














                                  SURVEY CONTROL DATA
                                
                             STATE=AR
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9696 ***********************************************************************
 DE9696  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9696  DESIGNATION -  0 12 18 91
 DE9696  PID         -  DE9696
 DE9696  STATE/COUNTY-  AR/CRITTENDEN
 DE9696  USGS QUAD   -  EDMONDSON (1981)
 DE9696
 DE9696                         *CURRENT SURVEY CONTROL
 DE9696  ___________________________________________________________________
 DE9696* NAD 83(1997)-  35 06 13.18259(N)    090 17 37.16338(W)     ADJUSTED  
 DE9696* NAVD 88     -        62.60   (meters)     205.4    (feet)  GPS OBS   
 DE9696  ___________________________________________________________________
 DE9696  X           -     -26,773.543 (meters)                     COMP
 DE9696  Y           -  -5,223,782.304 (meters)                     COMP
 DE9696  Z           -   3,647,301.866 (meters)                     COMP
 DE9696  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DE9696  ELLIP HEIGHT-          35.39  (meters)          (01/24/03) GPS OBS
 DE9696  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DE9696
 DE9696  HORZ ORDER  -  FIRST
 DE9696  ELLP ORDER  -  SECOND    CLASS II
 DE9696
 DE9696.The horizontal coordinates were established by GPS observations
 DE9696.and adjusted by the National Geodetic Survey in January 2003..
 DE9696
 DE9696.The orthometric height was determined by GPS observations and a
 DE9696.high-resolution geoid model using precise GPS observation and
 DE9696.processing techniques.
 DE9696
 DE9696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9696
 DE9696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9696
 DE9696.The ellipsoidal height was determined by GPS observations
 DE9696.and is referenced to NAD 83.
 DE9696
 DE9696.The geoid height was determined by GEOID03.
 DE9696
 DE9696;                    North         East     Units Scale Factor Converg.
 DE9696;SPC AR N     -    86,809.502   555,559.957   MT  0.99997088   +0 59 34.5
 DE9696;SPC AR N     -   284,807.51  1,822,699.63   sFT  0.99997088   +0 59 34.5
 DE9696;UTM  15      - 3,887,890.543   746,677.785   MT  1.00035000   +1 33 25.5
 DE9696
 DE9696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9696!SPC AR N     -   0.99999445  x   0.99997088  =   0.99996533
 DE9696!UTM  15      -   0.99999445  x   1.00035000  =   1.00034444
 DE9696
 DE9696                          SUPERSEDED SURVEY CONTROL
 DE9696
 DE9696.No superseded survey control is available for this station.
 DE9696
 DE9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4667887891(NAD 83)
 DE9696_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9696_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9696_STAMPING: 0-12-18-91
 DE9696_MARK LOGO: USACE 
 DE9696_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9696+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 DE9696
 DE9696  HISTORY     - Date     Condition        Report By
 DE9696  HISTORY     - 1991     MONUMENTED       USACE
 DE9696  HISTORY     - 20011015 GOOD             3001
 DE9696
 DE9696                          STATION DESCRIPTION
 DE9696
 DE9696'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9696'THE STATION IS LOCATED IN CRITTENDON COUNTY, AR., 8.8 MILES SOUTH OF
 DE9696'CRAWFORDSVILLE, 6.95
 DE9696'MILES SOUTHWEST OF WEST MEMPHIS.  4.5 MILES EAST OF PROCTOR, AND 3.2
 DE9696'MILES SOUTH OF THE
 DE9696'INTERSECTION OF INTERSTATE HWY 40 AND HWY 147 AND HWY 50.
 DE9696' 
 DE9696'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND STATE
 DE9696'HWY 50, GO SOUTH
 DE9696'ON HWY 50 FOR 3.04 MILES TO THE INTERSECTION OF SR 50 AND MINNIS DRIVE
 DE9696'AND THE MARK IS IN
 DE9696'THE SOUTHWEST CORNER OF THE INTERSECTION.
 DE9696' 
 DE9696'THE STATION IS 60.1 FEET WEST OF THE CENTERLINE OF HWY 50, 34.2 FEET
 DE9696'SOUTH OF THE
 DE9696'CENTERLINE OF MINNIS DRIVE.  2.3 FEET SOUTH OF A POWER POLE,  AND 1.0
 DE9696'FEET EAST OF A
 DE9696'WITNESS POST.  A COE DISK INSIDE A 5 INCH ACCESS COVER 2 FEET BELOW
 DE9696'THE LEVEL OF HWY 147,
 DE9696'SET FLUSH WITH GROUND, STAMPED 0-12-18-91.
 DE9696'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1161 ***********************************************************************
 DK1161  DESIGNATION -  0 A BOLT
 DK1161  PID         -  DK1161
 DK1161  STATE/COUNTY-  AR/CHICOT
 DK1161  USGS QUAD   -  READLAND (1970)
 DK1161
 DK1161                         *CURRENT SURVEY CONTROL
 DK1161  ___________________________________________________________________
 DK1161* NAD 83(1986)-  33 00 16.     (N)    091 12 51.     (W)     SCALED    
 DK1161* NAVD 88     -        32.51   (+/-2cm)     106.7    (feet)  VERTCON   
 DK1161  ___________________________________________________________________
 DK1161  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK1161
 DK1161  VERT ORDER  -  ? (See Below)
 DK1161
 DK1161.The horizontal coordinates were scaled from a topographic map and have
 DK1161.an estimated accuracy of +/- 6 seconds.
 DK1161
 DK1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1161.The vertical order pertains to the NGVD 29 superseded value.
 DK1161
 DK1161.The geoid height was determined by GEOID03.
 DK1161
 DK1161;                    North         East    Units  Estimated Accuracy
 DK1161;SPC AR S     -   437,750.      473,440.      MT  (+/- 180 meters Scaled)
 DK1161
 DK1161                          SUPERSEDED SURVEY CONTROL
 DK1161
 DK1161  NGVD 29 (??/??/??)   32.586  (m)          106.91   (f) ADJUSTED    ?  
 DK1161
 DK1161.Superseded values are not recommended for survey control.
 DK1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1161.See file dsdata.txt to determine how the superseded data were derived.
 DK1161
 DK1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS668531(NAD 83)
 DK1161_MARKER: B = BOLT
 DK1161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1161
 DK1161  HISTORY     - Date     Condition        Report By
 DK1161  HISTORY     - UNK      MONUMENTED       DOD
 DK1161  HISTORY     - 1968     MARK NOT FOUND   USGS
 DK1161
 DK1161                          STATION DESCRIPTION
 DK1161
 DK1161'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DK1161'3.7 MI S FROM ARKLA.
 DK1161'1.7 MILES EAST ALONG U.S. HIGHWAY 65 FROM ARKLA, THENCE 0.1 MILE SOUTH
 DK1161'ALONG A DIRT ROAD, THENCE 1.9 MILES SOUTHWEST ALONG THE LEVEE, ON THE
 DK1161'ARKANSAS-LOUISIANA STATE LINE, 540 FEET WEST OF LEVEE STATION 0+00,
 DK1161'100 FEET WEST OF THE SOUTH END OF A DRAINAGE DITCH, 140 FEET EAST OF A
 DK1161'BLAZED 12 INCH PECAN TREE, 60 FEET SOUTHWEST OF A BLAZED 10-INCH
 DK1161'COTTON WOOD TREE, AND 15 FEET SOUTH OF THE CENTER LINE OF A LANE
 DK1161'BETWEEN TWO HEDGE ROWS.  A COPPER BOLT, SET IN THE TOP OF A STONE 3
 DK1161'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 DK1161'A CORPS OF ENGINEER, U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1162 ***********************************************************************
 DK1162  DESIGNATION -  0 A CAP
 DK1162  PID         -  DK1162
 DK1162  STATE/COUNTY-  AR/CHICOT
 DK1162  USGS QUAD   -  READLAND (1970)
 DK1162
 DK1162                         *CURRENT SURVEY CONTROL
 DK1162  ___________________________________________________________________
 DK1162* NAD 83(1986)-  33 00 16.     (N)    091 12 51.     (W)     SCALED    
 DK1162* NAVD 88     -        33.70   (+/-2cm)     110.6    (feet)  VERTCON   
 DK1162  ___________________________________________________________________
 DK1162  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK1162
 DK1162  VERT ORDER  -  ? (See Below)
 DK1162
 DK1162.The horizontal coordinates were scaled from a topographic map and have
 DK1162.an estimated accuracy of +/- 6 seconds.
 DK1162
 DK1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1162.The vertical order pertains to the NGVD 29 superseded value.
 DK1162
 DK1162.The geoid height was determined by GEOID03.
 DK1162
 DK1162;                    North         East    Units  Estimated Accuracy
 DK1162;SPC AR S     -   437,750.      473,440.      MT  (+/- 180 meters Scaled)
 DK1162
 DK1162                          SUPERSEDED SURVEY CONTROL
 DK1162
 DK1162  NGVD 29 (??/??/??)   33.774  (m)          110.81   (f) ADJUSTED    ?  
 DK1162
 DK1162.Superseded values are not recommended for survey control.
 DK1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1162.See file dsdata.txt to determine how the superseded data were derived.
 DK1162
 DK1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS668531(NAD 83)
 DK1162_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1162
 DK1162  HISTORY     - Date     Condition        Report By
 DK1162  HISTORY     - UNK      MONUMENTED       DOD
 DK1162  HISTORY     - 1968     MARK NOT FOUND   USGS
 DK1162
 DK1162                          STATION DESCRIPTION
 DK1162
 DK1162'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DK1162'3.7 MI S FROM ARKLA.
 DK1162'1.7 MILES EAST ALONG US HIGHWAY 65 FROM ARKLA, THENCE 0.1 MILE SOUTH
 DK1162'ALONG A DIRT ROAD, THENCE 1.9 MILES SOUTHWEST ALONG THE LEVEE, ON THE
 DK1162'ARKANSAS-LOUISIANA STATE LINE, 540 FEET WEST OF LEVEE STATION 0=00,
 DK1162'100 FEET WEST OF THE SOUTH END OF A DRAINAGE DITCH, 140 FEET EAST OF A
 DK1162'BLAZED 12 INCH PECAN TREE, 60 FEET SOUTHWEST OF A BLAZED 10-INCH
 DK1162'COTTON WOOD TREE, AND 15 FEET SOUTH OF THE CENTER LINE OF A LANE
 DK1162'BETWEEN TWO HEDGE ROWS.  A STANDARD USE CAP SET IN THE TOP OF AN IRON
 DK1162'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1843 ***********************************************************************
 EH1843  DESIGNATION -  1
 EH1843  PID         -  EH1843
 EH1843  STATE/COUNTY-  AR/LONOKE
 EH1843  USGS QUAD   -  LONOKE (1982)
 EH1843
 EH1843                         *CURRENT SURVEY CONTROL
 EH1843  ___________________________________________________________________
 EH1843* NAD 83(1986)-  34 47 45.     (N)    091 53 39.     (W)     SCALED    
 EH1843* NAVD 88     -        69.741  (meters)     228.81   (feet)  ADJUSTED  
 EH1843  ___________________________________________________________________
 EH1843  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH1843  DYNAMIC HT  -          69.676 (meters)     228.60  (feet)  COMP
 EH1843  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 EH1843
 EH1843  VERT ORDER  -  FIRST     CLASS II
 EH1843
 EH1843.The horizontal coordinates were scaled from a topographic map and have
 EH1843.an estimated accuracy of +/- 6 seconds.
 EH1843
 EH1843.The orthometric height was determined by differential leveling
 EH1843.and adjusted by the National Geodetic Survey in June 1991..
 EH1843
 EH1843.The geoid height was determined by GEOID03.
 EH1843
 EH1843.The dynamic height is computed by dividing the NAVD 88
 EH1843.geopotential number by the normal gravity value computed on the
 EH1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1843.degrees latitude (g = 980.6199 gals.).
 EH1843
 EH1843.The modeled gravity was interpolated from observed gravity values.
 EH1843
 EH1843;                    North         East    Units  Estimated Accuracy
 EH1843;SPC AR S     -   636,170.      409,690.      MT  (+/- 180 meters Scaled)
 EH1843
 EH1843                          SUPERSEDED SURVEY CONTROL
 EH1843
 EH1843  NGVD 29 (??/??/??)   69.754  (m)          228.85   (f) ADJUSTED    1 2
 EH1843
 EH1843.Superseded values are not recommended for survey control.
 EH1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1843.See file dsdata.txt to determine how the superseded data were derived.
 EH1843
 EH1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU011509(NAD 83)
 EH1843_MARKER: N = NAIL
 EH1843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1843_SP_SET: BRIDGE
 EH1843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1843
 EH1843  HISTORY     - Date     Condition        Report By
 EH1843  HISTORY     - UNK      MONUMENTED       USGS
 EH1843  HISTORY     - 1954     GOOD             CGS
 EH1843
 EH1843                          STATION DESCRIPTION
 EH1843
 EH1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1843'1.2 MI N FROM LONOKE.
 EH1843'1.2 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1843'AND PACIFIC RAILROAD STATION AT LONOKE, 15 FEET NORTHWEST OF THE
 EH1843'CENTER LINE OF THE HIGHWAY, 5.2 FEET NORTHWEST OF THE NORTHWEST
 EH1843'RAILING OF A WOODEN BRIDGE, SET IN THE TOP OF THE NORTHWEST END OF THE
 EH1843'WEST WOODEN WINGWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1789 ***********************************************************************
 EH1789  DESIGNATION -  1
 EH1789  PID         -  EH1789
 EH1789  STATE/COUNTY-  AR/JEFFERSON
 EH1789  USGS QUAD   -  ALTHEIMER (1971)
 EH1789
 EH1789                         *CURRENT SURVEY CONTROL
 EH1789  ___________________________________________________________________
 EH1789* NAD 83(1986)-  34 19 06.     (N)    091 50 54.     (W)     SCALED    
 EH1789* NAVD 88     -        63.119  (meters)     207.08   (feet)  ADJUSTED  
 EH1789  ___________________________________________________________________
 EH1789  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1789  DYNAMIC HT  -          63.058 (meters)     206.88  (feet)  COMP
 EH1789  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 EH1789
 EH1789  VERT ORDER  -  SECOND    CLASS 0
 EH1789
 EH1789.The horizontal coordinates were scaled from a topographic map and have
 EH1789.an estimated accuracy of +/- 6 seconds.
 EH1789
 EH1789.The orthometric height was determined by differential leveling
 EH1789.and adjusted by the National Geodetic Survey in June 1991..
 EH1789
 EH1789.The geoid height was determined by GEOID03.
 EH1789
 EH1789.The dynamic height is computed by dividing the NAVD 88
 EH1789.geopotential number by the normal gravity value computed on the
 EH1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1789.degrees latitude (g = 980.6199 gals.).
 EH1789
 EH1789.The modeled gravity was interpolated from observed gravity values.
 EH1789
 EH1789;                    North         East    Units  Estimated Accuracy
 EH1789;SPC AR S     -   583,200.      413,960.      MT  (+/- 180 meters Scaled)
 EH1789
 EH1789                          SUPERSEDED SURVEY CONTROL
 EH1789
 EH1789  NGVD 29 (??/??/??)   63.158  (m)          207.21   (f) ADJUSTED    2 0
 EH1789
 EH1789.Superseded values are not recommended for survey control.
 EH1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1789.See file dsdata.txt to determine how the superseded data were derived.
 EH1789
 EH1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT059980(NAD 83)
 EH1789_MARKER: Z = SEE DESCRIPTION
 EH1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1789+STABILITY: SURFACE MOTION
 EH1789
 EH1789  HISTORY     - Date     Condition        Report By
 EH1789  HISTORY     - UNK      MONUMENTED       DOD
 EH1789  HISTORY     - 1935     GOOD             CGS
 EH1789  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1789
 EH1789                          STATION DESCRIPTION
 EH1789
 EH1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1789'IN ALTHEIMER.
 EH1789'ABOUT 250 FEET NORTHWEST OF ST. LOUIS AND SOUTHWESTERN RAILROAD DEPOT.
 EH1789'110 FEET SOUTH OF CITY WATER TOWER.  90 FEET NORTH OF CENTER-LINE OF
 EH1789'MAINLINE TRACK.  60 FEET SOUTH OF BANK OF ALTHEIMER BUILDING. 12 FEET
 EH1789'SOUTH OF CENTER-LINE OF STATE ROAD NO. 3.  NOTE-- HIGHWAY HAS BEEN
 EH1789'WIDENED.
 EH1789
 EH1789                          STATION RECOVERY (1962)
 EH1789
 EH1789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0981 ***********************************************************************
 DK0981  DESIGNATION -  1 AR CAP
 DK0981  PID         -  DK0981
 DK0981  STATE/COUNTY-  AR/DESHA
 DK0981  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0981
 DK0981                         *CURRENT SURVEY CONTROL
 DK0981  ___________________________________________________________________
 DK0981* NAD 83(1986)-  33 35 38.     (N)    091 14 05.     (W)     SCALED    
 DK0981* NAVD 88     -        40.790  (meters)     133.83   (feet)  ADJUSTED  
 DK0981  ___________________________________________________________________
 DK0981  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK0981  DYNAMIC HT  -          40.747 (meters)     133.68  (feet)  COMP
 DK0981  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 DK0981
 DK0981  VERT ORDER  -  FIRST     CLASS II
 DK0981
 DK0981.The horizontal coordinates were scaled from a topographic map and have
 DK0981.an estimated accuracy of +/- 6 seconds.
 DK0981
 DK0981.The orthometric height was determined by differential leveling
 DK0981.and adjusted by the National Geodetic Survey in June 1991..
 DK0981
 DK0981.The geoid height was determined by GEOID03.
 DK0981
 DK0981.The dynamic height is computed by dividing the NAVD 88
 DK0981.geopotential number by the normal gravity value computed on the
 DK0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0981.degrees latitude (g = 980.6199 gals.).
 DK0981
 DK0981.The modeled gravity was interpolated from observed gravity values.
 DK0981
 DK0981;                    North         East    Units  Estimated Accuracy
 DK0981;SPC AR S     -   503,110.      471,030.      MT  (+/- 180 meters Scaled)
 DK0981
 DK0981                          SUPERSEDED SURVEY CONTROL
 DK0981
 DK0981  NGVD 29 (??/??/??)   40.908  (m)          134.21   (f) ADJUSTED    1 2
 DK0981
 DK0981.Superseded values are not recommended for survey control.
 DK0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0981.See file dsdata.txt to determine how the superseded data were derived.
 DK0981
 DK0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT638185(NAD 83)
 DK0981_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0981_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0981_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0981_STAMPING: 1 AR
 DK0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0981
 DK0981  HISTORY     - Date     Condition        Report By
 DK0981  HISTORY     - UNK      MONUMENTED       DOD
 DK0981  HISTORY     - 1939     GOOD             CGS
 DK0981
 DK0981                          STATION DESCRIPTION
 DK0981
 DK0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0981'1.5 MI SE FROM ARKANSAS CITY.
 DK0981'A PIPE STONE BENCH WITH A BRASS CAP LOCATED ABOUT 1 1/2 MILES SW OF
 DK0981'THE R.R. STATION.  ABOUT 1000 FEET WEST OF THE POINT OF SEPARATION OF
 DK0981'THE R.R. AND LEVEE.  ON THE SOUTH SIDE OF THE LEVEE, AT TOE OF THE
 DK0981'R.R. FILL.  BETWEEN THE R.R. AND A BORROW PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0136 ***********************************************************************
 FG0136  DESIGNATION -  1 B AZ MK
 FG0136  PID         -  FG0136
 FG0136  STATE/COUNTY-  AR/FAULKNER
 FG0136  USGS QUAD   -  ENOLA (1982)
 FG0136
 FG0136                         *CURRENT SURVEY CONTROL
 FG0136  ___________________________________________________________________
 FG0136* NAD 83(1986)-  35 12 32.     (N)    092 07 56.     (W)     SCALED    
 FG0136* NAVD 88     -       129.428  (meters)     424.63   (feet)  ADJUSTED  
 FG0136  ___________________________________________________________________
 FG0136  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FG0136  DYNAMIC HT  -         129.308 (meters)     424.24  (feet)  COMP
 FG0136  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 FG0136
 FG0136  VERT ORDER  -  SECOND    CLASS 0
 FG0136
 FG0136.The horizontal coordinates were scaled from a topographic map and have
 FG0136.an estimated accuracy of +/- 6 seconds.
 FG0136
 FG0136.The orthometric height was determined by differential leveling
 FG0136.and adjusted by the National Geodetic Survey in June 1991..
 FG0136
 FG0136.The geoid height was determined by GEOID03.
 FG0136
 FG0136.The dynamic height is computed by dividing the NAVD 88
 FG0136.geopotential number by the normal gravity value computed on the
 FG0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0136.degrees latitude (g = 980.6199 gals.).
 FG0136
 FG0136.The modeled gravity was interpolated from observed gravity values.
 FG0136
 FG0136;                    North         East    Units  Estimated Accuracy
 FG0136;SPC AR N     -    97,140.      387,960.      MT  (+/- 180 meters Scaled)
 FG0136
 FG0136                          SUPERSEDED SURVEY CONTROL
 FG0136
 FG0136  NGVD 29 (??/??/92)  129.41   (m)          424.6    (f) COMPUTED    2 0
 FG0136
 FG0136.Superseded values are not recommended for survey control.
 FG0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0136.See file dsdata.txt to determine how the superseded data were derived.
 FG0136
 FG0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU789965(NAD 83)
 FG0136_MARKER: DZ = AZIMUTH MARK DISK
 FG0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0136_STAMPING: 1 B 1962
 FG0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0136+STABILITY: SURFACE MOTION
 FG0136
 FG0136  HISTORY     - Date     Condition        Report By
 FG0136  HISTORY     - 1962     MONUMENTED       CGS
 FG0136  HISTORY     - 1989     GOOD             USPSQD
 FG0136
 FG0136                          STATION DESCRIPTION
 FG0136
 FG0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0136'2.1 MI SW FROM MOUNT VERNON.
 FG0136'1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0136'MOUNT VERNON, THENCE 0.55 MILE EAST ALONG A BLACKTOP ROAD, 43 FEET
 FG0136'NORTH OF THE CENTER OF A BLACKTOP ROAD, 2.3 FEET WEST OF A METAL
 FG0136'WITNESS POST, 1.5 FEET SOUTH OF A FENCE, SET IN TOP OF A SQUARE
 FG0136'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 FG0136
 FG0136                          STATION RECOVERY (1989)
 FG0136
 FG0136'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0138 ***********************************************************************
 FG0138  DESIGNATION -  1 C
 FG0138  PID         -  FG0138
 FG0138  STATE/COUNTY-  AR/FAULKNER
 FG0138  USGS QUAD   -  ENOLA (1982)
 FG0138
 FG0138                         *CURRENT SURVEY CONTROL
 FG0138  ___________________________________________________________________
 FG0138* NAD 83(1997)-  35 12 35.30599(N)    092 07 37.76109(W)     ADJUSTED  
 FG0138* NAVD 88     -       139.114  (meters)     456.41   (feet)  ADJUSTED  
 FG0138  ___________________________________________________________________
 FG0138  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 FG0138  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FG0138  DYNAMIC HT  -         138.985 (meters)     455.99  (feet)  COMP
 FG0138  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FG0138
 FG0138  HORZ ORDER  -  THIRD
 FG0138  VERT ORDER  -  SECOND    CLASS 0
 FG0138
 FG0138.The horizontal coordinates were established by classical geodetic methods
 FG0138.and adjusted by the National Geodetic Survey in September 1999..
 FG0138
 FG0138.The orthometric height was determined by differential leveling
 FG0138.and adjusted by the National Geodetic Survey in June 1991..
 FG0138
 FG0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0138
 FG0138.The geoid height was determined by GEOID03.
 FG0138
 FG0138.The dynamic height is computed by dividing the NAVD 88
 FG0138.geopotential number by the normal gravity value computed on the
 FG0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0138.degrees latitude (g = 980.6199 gals.).
 FG0138
 FG0138.The modeled gravity was interpolated from observed gravity values.
 FG0138
 FG0138;                    North         East     Units Scale Factor Converg.
 FG0138;SPC AR N     -    97,244.747   388,422.381   MT  0.99995716   -0 04 26.4
 FG0138;SPC AR N     -   319,043.81  1,274,349.09   sFT  0.99995716   -0 04 26.4
 FG0138;UTM  15      - 3,896,659.212   579,445.674   MT  0.99967778   +0 30 11.8
 FG0138
 FG0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0138!SPC AR N     -   0.99998250  x   0.99995716  =   0.99993966
 FG0138!UTM  15      -   0.99998250  x   0.99967778  =   0.99966029
 FG0138
 FG0138|---------------------------------------------------------------------|
 FG0138| PID    Reference Object                     Distance      Geod. Az  |
 FG0138|                                                           dddmmss.s |
 FG0138| FG1698 1 B                                 285.839 METERS 17851     |
 FG0138| CH9991 1 C AZ MK                                          2611734.0 |
 FG0138| FG1697 ENOLA                               APPROX. 6.9 KM 2865619.8 |
 FG0138|---------------------------------------------------------------------|
 FG0138
 FG0138                          SUPERSEDED SURVEY CONTROL
 FG0138
 FG0138  NAD 83(1986)-  35 12 35.32402(N)    092 07 37.75685(W) AD(       ) 3
 FG0138  NGVD 29 (??/??/92)  139.09   (m)          456.3    (f) COMPUTED    2 0
 FG0138
 FG0138.Superseded values are not recommended for survey control.
 FG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0138.See file dsdata.txt to determine how the superseded data were derived.
 FG0138
 FG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7944696659(NAD 83)
 FG0138_MARKER: DD = SURVEY DISK
 FG0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0138_STAMPING: 1 C
 FG0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0138+STABILITY: SURFACE MOTION
 FG0138
 FG0138  HISTORY     - Date     Condition        Report By
 FG0138  HISTORY     - UNK      MONUMENTED       USAF
 FG0138  HISTORY     - 1962     GOOD             NGS
 FG0138  HISTORY     - 1989     GOOD             USPSQD
 FG0138
 FG0138                          STATION DESCRIPTION
 FG0138
 FG0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0138'2.35 MI SW FROM MOUNT VERNON.
 FG0138'1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0138'MOUNT VERNON, THENCE 0.7 MILE EAST ALONG A BLACKTOP ROAD, THENCE 0.1
 FG0138'MILE EAST ALONG A TRACK ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE
 FG0138'POST 18 INCHES IN DIAMETER AND ABOUT 5 FEET ABOVE GROUND SURFACE.
 FG0138
 FG0138                          STATION RECOVERY (1989)
 FG0138
 FG0138'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0928 ***********************************************************************
 EH0928  DESIGNATION -  1 HELENA WALL
 EH0928  PID         -  EH0928
 EH0928  STATE/COUNTY-  AR/PHILLIPS
 EH0928  USGS QUAD   -  HELENA (1982)
 EH0928
 EH0928                         *CURRENT SURVEY CONTROL
 EH0928  ___________________________________________________________________
 EH0928* NAD 83(1986)-  34 31 19.     (N)    090 35 04.     (W)     SCALED    
 EH0928* NAVD 88     -        63.172  (meters)     207.26   (feet)  ADJUSTED  
 EH0928  ___________________________________________________________________
 EH0928  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0928  DYNAMIC HT  -          63.111 (meters)     207.06  (feet)  COMP
 EH0928  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EH0928
 EH0928  VERT ORDER  -  FIRST     CLASS II
 EH0928
 EH0928.The horizontal coordinates were scaled from a topographic map and have
 EH0928.an estimated accuracy of +/- 6 seconds.
 EH0928
 EH0928.The orthometric height was determined by differential leveling
 EH0928.and adjusted by the National Geodetic Survey in June 1991..
 EH0928.WARNING-Repeat measurements at this control monument indicate possible
 EH0928.vertical movement.
 EH0928
 EH0928.The geoid height was determined by GEOID03.
 EH0928
 EH0928.The dynamic height is computed by dividing the NAVD 88
 EH0928.geopotential number by the normal gravity value computed on the
 EH0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0928.degrees latitude (g = 980.6199 gals.).
 EH0928
 EH0928.The modeled gravity was interpolated from observed gravity values.
 EH0928
 EH0928;                    North         East    Units  Estimated Accuracy
 EH0928;SPC AR S     -   606,680.      529,960.      MT  (+/- 180 meters Scaled)
 EH0928
 EH0928                          SUPERSEDED SURVEY CONTROL
 EH0928
 EH0928  NGVD 29 (??/??/??)   63.208  (m)          207.37   (f) ADJUSTED    1 2
 EH0928
 EH0928.Superseded values are not recommended for survey control.
 EH0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0928.See file dsdata.txt to determine how the superseded data were derived.
 EH0928
 EH0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU217226(NAD 83)
 EH0928_MARKER: DD = SURVEY DISK
 EH0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0928_SP_SET: FLOOD WALL
 EH0928_STAMPING: 1
 EH0928_MARK LOGO: USE   
 EH0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0928+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0928
 EH0928  HISTORY     - Date     Condition        Report By
 EH0928  HISTORY     - UNK      MONUMENTED       DOD
 EH0928  HISTORY     - 1956     GOOD             CGS
 EH0928  HISTORY     - 1976     GOOD             NGS
 EH0928  HISTORY     - 1985     GOOD             NGS
 EH0928  HISTORY     - 20030402 GOOD             USACE
 EH0928
 EH0928                          STATION DESCRIPTION
 EH0928
 EH0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0928'IN HELENA.
 EH0928'AT HELENA, AT THE FOOT (EAST END) OF MISSOURI STREET, IN THE TOP OF
 EH0928'CONCRETE FLOOD WALL, 12 FEET NORTH OF THE EXTENDED NORTH PROPERTY LINE
 EH0928'OF MISSOURI STREET, 7.6 FEET SOUTHWEST OF NORTHEAST END OF CONCRETE
 EH0928'FLOOD WALL, 20.1 FEET NORTHEAST OF A CORNER IN FLOOD WALL.
 EH0928
 EH0928                          STATION RECOVERY (1976)
 EH0928
 EH0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0928'RECOVERED IN GOOD CONDITION.
 EH0928
 EH0928                          STATION RECOVERY (1985)
 EH0928
 EH0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0928'RECOVERED IN GOOD CONDITION.
 EH0928
 EH0928                          STATION RECOVERY (2003)
 EH0928
 EH0928'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0436 ***********************************************************************
 EJ0436  DESIGNATION -  1 J
 EJ0436  PID         -  EJ0436
 EJ0436  STATE/COUNTY-  AR/PULASKI
 EJ0436  USGS QUAD   -  MC ALMONT (1986)
 EJ0436
 EJ0436                         *CURRENT SURVEY CONTROL
 EJ0436  ___________________________________________________________________
 EJ0436* NAD 83(1986)-  34 52 16.     (N)    092 09 23.     (W)     SCALED    
 EJ0436* NAVD 88     -        76.763  (meters)     251.85   (feet)  POSTED    
 EJ0436  ___________________________________________________________________
 EJ0436  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EJ0436  DYNAMIC HT  -          76.690 (meters)     251.61  (feet)  COMP
 EJ0436  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 EJ0436
 EJ0436  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0436
 EJ0436.The horizontal coordinates were scaled from a topographic map and have
 EJ0436.an estimated accuracy of +/- 6 seconds.
 EJ0436
 EJ0436.The orthometric height was determined by differential leveling
 EJ0436.and adjusted by the National Geodetic Survey in 1992..
 EJ0436.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0436.rate of 0.0 thru 1.0 mm/km.
 EJ0436
 EJ0436.The geoid height was determined by GEOID03.
 EJ0436
 EJ0436.The dynamic height is computed by dividing the NAVD 88
 EJ0436.geopotential number by the normal gravity value computed on the
 EJ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0436.degrees latitude (g = 980.6199 gals.).
 EJ0436
 EJ0436.The modeled gravity was interpolated from observed gravity values.
 EJ0436
 EJ0436;                    North         East    Units  Estimated Accuracy
 EJ0436;SPC AR S     -   644,520.      385,700.      MT  (+/- 180 meters Scaled)
 EJ0436
 EJ0436                          SUPERSEDED SURVEY CONTROL
 EJ0436
 EJ0436  NGVD 29 (??/??/92)   76.798  (m)          251.96   (f) ADJ UNCH    2 0
 EJ0436
 EJ0436.Superseded values are not recommended for survey control.
 EJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0436.See file dsdata.txt to determine how the superseded data were derived.
 EJ0436
 EJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU771590(NAD 83)
 EJ0436_MARKER: DD = SURVEY DISK
 EJ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0436_STAMPING: 1 J 1935
 EJ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0436+STABILITY: SURFACE MOTION
 EJ0436
 EJ0436  HISTORY     - Date     Condition        Report By
 EJ0436  HISTORY     - 1935     MONUMENTED       USGS
 EJ0436  HISTORY     - 1955     GOOD             NGS
 EJ0436
 EJ0436                          STATION DESCRIPTION
 EJ0436
 EJ0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0436'2.8 MI W FROM JACKSONVILLE.
 EJ0436'2.8 MILES WEST ALONG AN OILED ROAD FROM THE JACKSONVILLE STATE BANK AT
 EJ0436'JACKSONVILLE, ON THE OUTSIDE OF A CURVE IN THE ROAD, 74.5 FEET EAST OF
 EJ0436'A 20 INCH OAK TREE, 35.5 FEET WEST OF THE CENTER LINE OF AN OILED ROAD
 EJ0436'LEADING NORTH, 18 FEET WEST OF THE NORTH END OF THE WEST HEADWALL OF A
 EJ0436'CONCRETE CULVERT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 EJ0436'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2183 ***********************************************************************
 FF2183  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2183  DESIGNATION -  1 JW
 FF2183  PID         -  FF2183
 FF2183  STATE/COUNTY-  AR/POINSETT
 FF2183  USGS QUAD   -  MARKED TREE (1983)
 FF2183
 FF2183                         *CURRENT SURVEY CONTROL
 FF2183  ___________________________________________________________________
 FF2183* NAD 83(1997)-  35 32 08.78111(N)    090 28 40.70067(W)     ADJUSTED  
 FF2183* NAVD 88     -        69.48   (meters)     228.0    (feet)  GPS OBS   
 FF2183  ___________________________________________________________________
 FF2183  X           -     -43,346.690 (meters)                     COMP
 FF2183  Y           -  -5,195,958.512 (meters)                     COMP
 FF2183  Z           -   3,686,422.674 (meters)                     COMP
 FF2183  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FF2183  ELLIP HEIGHT-          41.67  (meters)          (04/05/04) GPS OBS
 FF2183  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF2183  DYNAMIC HT  -          69.42  (meters)     227.8   (feet)  COMP
 FF2183  MODELED GRAV-     979,756.3   (mgal)                       NAVD 88
 FF2183
 FF2183  HORZ ORDER  -  B
 FF2183  VERT ORDER  -  THIRD (See Below)
 FF2183  ELLP ORDER  -  THIRD     CLASS I
 FF2183
 FF2183.The horizontal coordinates were established by GPS observations
 FF2183.and adjusted by the National Geodetic Survey in April 2004..
 FF2183
 FF2183.The orthometric height was determined by GPS observations and a
 FF2183.high-resolution geoid model using precise GPS observation and
 FF2183.processing techniques. It supersedes the leveled height previously
 FF2183.determined for this station.
 FF2183.The vertical order pertains to the first NAVD 88 superseded value.
 FF2183
 FF2183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2183
 FF2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2183
 FF2183.The ellipsoidal height was determined by GPS observations
 FF2183.and is referenced to NAD 83.
 FF2183
 FF2183.The geoid height was determined by GEOID03.
 FF2183
 FF2183.The dynamic height is computed by dividing the NAVD 88
 FF2183.geopotential number by the normal gravity value computed on the
 FF2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2183.degrees latitude (g = 980.6199 gals.).
 FF2183
 FF2183.The modeled gravity was interpolated from observed gravity values.
 FF2183
 FF2183;                    North         East     Units Scale Factor Converg.
 FF2183;SPC AR N     -   134,466.999   538,017.095   MT  0.99993629   +0 53 08.4
 FF2183;SPC AR N     -   441,163.81  1,765,144.42   sFT  0.99993629   +0 53 08.4
 FF2183;UTM  15      - 3,935,386.825   728,653.200   MT  1.00024433   +1 27 59.3
 FF2183
 FF2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2183!SPC AR N     -   0.99999346  x   0.99993629  =   0.99992975
 FF2183!UTM  15      -   0.99999346  x   1.00024433  =   1.00023779
 FF2183
 FF2183                          SUPERSEDED SURVEY CONTROL
 FF2183
 FF2183  NAVD 88 (01/31/95)   69.386  (m)          227.64   (f) ADJUSTED    1 2
 FF2183  NGVD 29 (10/05/93)   69.335  (m)          227.48   (f) ADJUSTED    1 2
 FF2183
 FF2183.Superseded values are not recommended for survey control.
 FF2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2183.See file dsdata.txt to determine how the superseded data were derived.
 FF2183
 FF2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2865335387(NAD 83)
 FF2183_MARKER: DB = BENCH MARK DISK
 FF2183_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF2183_SP_SET: ABUTMENT
 FF2183_STAMPING: 1 JW 1978
 FF2183_MARK LOGO: USGS  
 FF2183_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2183+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 FF2183
 FF2183  HISTORY     - Date     Condition        Report By
 FF2183  HISTORY     - 1978     MONUMENTED       USGS
 FF2183  HISTORY     - 19920321 GOOD             NGS
 FF2183  HISTORY     - 20020319 GOOD             USACE
 FF2183
 FF2183                          STATION DESCRIPTION
 FF2183
 FF2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FF2183'4.4 KM (2.75 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 FF2183'STATE HIGHWAY 75 IN MARKED TREE, IN TOP OF AND 0.3 M (1.0 FT) SOUTH
 FF2183'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 FF2183'SPANNING DITCH NUMBER 61, AND 7.4 M (24.3 FT) NORTH OF AND LEVEL WITH
 FF2183'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY.
 FF2183
 FF2183                          STATION RECOVERY (2002)
 FF2183
 FF2183'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0169 ***********************************************************************
 FG0169  DESIGNATION -  1 RHM
 FG0169  PID         -  FG0169
 FG0169  STATE/COUNTY-  AR/FAULKNER
 FG0169  USGS QUAD   -  DAMASCUS (1994)
 FG0169
 FG0169                         *CURRENT SURVEY CONTROL
 FG0169  ___________________________________________________________________
 FG0169* NAD 83(1986)-  35 16 00.     (N)    092 23 15.     (W)     SCALED    
 FG0169* NAVD 88     -       183.123  (meters)     600.80   (feet)  ADJUSTED  
 FG0169  ___________________________________________________________________
 FG0169  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0169  DYNAMIC HT  -         182.951 (meters)     600.23  (feet)  COMP
 FG0169  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FG0169
 FG0169  VERT ORDER  -  SECOND    CLASS 0
 FG0169
 FG0169.The horizontal coordinates were scaled from a topographic map and have
 FG0169.an estimated accuracy of +/- 6 seconds.
 FG0169
 FG0169.The orthometric height was determined by differential leveling
 FG0169.and adjusted by the National Geodetic Survey in June 1991..
 FG0169
 FG0169.The geoid height was determined by GEOID03.
 FG0169
 FG0169.The dynamic height is computed by dividing the NAVD 88
 FG0169.geopotential number by the normal gravity value computed on the
 FG0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0169.degrees latitude (g = 980.6199 gals.).
 FG0169
 FG0169.The modeled gravity was interpolated from observed gravity values.
 FG0169
 FG0169;                    North         East    Units  Estimated Accuracy
 FG0169;SPC AR N     -   103,620.      364,740.      MT  (+/- 180 meters Scaled)
 FG0169
 FG0169                          SUPERSEDED SURVEY CONTROL
 FG0169
 FG0169  NGVD 29 (??/??/92)  183.119  (m)          600.78   (f) ADJ UNCH    2 0
 FG0169
 FG0169.Superseded values are not recommended for survey control.
 FG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0169.See file dsdata.txt to determine how the superseded data were derived.
 FG0169
 FG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV557027(NAD 83)
 FG0169_MARKER: DB = BENCH MARK DISK
 FG0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0169_STAMPING: 1 RHM 1960
 FG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0169+STABILITY: SURFACE MOTION
 FG0169
 FG0169  HISTORY     - Date     Condition        Report By
 FG0169  HISTORY     - 1960     MONUMENTED       USGS
 FG0169  HISTORY     - 1962     GOOD             NGS
 FG0169
 FG0169                          STATION DESCRIPTION
 FG0169
 FG0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0169'2.2 MI N FROM GREENBRIER.
 FG0169'2.2 MILES NORTH ALONG U.S. HIGHWAY 65 AND STATE HIGHWAY 25 FROM THE
 FG0169'POST OFFICE AT GREENBRIER, 61.6 FEET NORTHWEST OF THE JUNCTION OF
 FG0169'HIGHWAYS, 47.8 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 4.8
 FG0169'FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL WITH THE HIGHWAY, SET IN
 FG0169'TOP OF A SQUARE CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND
 FG0169'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1597 ***********************************************************************
 EH1597  DESIGNATION -  1 W
 EH1597  PID         -  EH1597
 EH1597  STATE/COUNTY-  AR/LINCOLN
 EH1597  USGS QUAD   -  CADES (1975)
 EH1597
 EH1597                         *CURRENT SURVEY CONTROL
 EH1597  ___________________________________________________________________
 EH1597* NAD 83(1986)-  34 03 38.     (N)    091 34 43.     (W)     SCALED    
 EH1597* NAVD 88     -        54.020  (meters)     177.23   (feet)  ADJUSTED  
 EH1597  ___________________________________________________________________
 EH1597  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1597  DYNAMIC HT  -          53.967 (meters)     177.06  (feet)  COMP
 EH1597  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 EH1597
 EH1597  VERT ORDER  -  SECOND    CLASS 0
 EH1597
 EH1597.The horizontal coordinates were scaled from a topographic map and have
 EH1597.an estimated accuracy of +/- 6 seconds.
 EH1597
 EH1597.The orthometric height was determined by differential leveling
 EH1597.and adjusted by the National Geodetic Survey in August 1993..
 EH1597
 EH1597.The geoid height was determined by GEOID03.
 EH1597
 EH1597.The dynamic height is computed by dividing the NAVD 88
 EH1597.geopotential number by the normal gravity value computed on the
 EH1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1597.degrees latitude (g = 980.6199 gals.).
 EH1597
 EH1597.The modeled gravity was interpolated from observed gravity values.
 EH1597
 EH1597;                    North         East    Units  Estimated Accuracy
 EH1597;SPC AR S     -   554,680.      438,900.      MT  (+/- 180 meters Scaled)
 EH1597
 EH1597                          SUPERSEDED SURVEY CONTROL
 EH1597
 EH1597  NAVD 88 (06/15/91)   54.034  (m)          177.28   (f) UNKNOWN     2 0
 EH1597  NGVD 29 (??/??/??)   54.037  (m)          177.29   (f) ADJUSTED    2 0
 EH1597
 EH1597.Superseded values are not recommended for survey control.
 EH1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1597.See file dsdata.txt to determine how the superseded data were derived.
 EH1597
 EH1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT311697(NAD 83)
 EH1597_MARKER: DD = SURVEY DISK
 EH1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1597_STAMPING: 1 W 1928 177.286
 EH1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1597+STABILITY: SURFACE MOTION
 EH1597
 EH1597  HISTORY     - Date     Condition        Report By
 EH1597  HISTORY     - 1928     MONUMENTED       USGS
 EH1597  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1597  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1597
 EH1597                          STATION DESCRIPTION
 EH1597
 EH1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1597'3.25 MI NE FROM VARNER.
 EH1597'ABOUT 3-1/4 MILES NORTHEAST OF VARNER, LINCOLN COUNTY, AT THE ARKANSAS
 EH1597'STATE PRISON FARM, AT THE NORTHEAST CORNER OF THE NEIL SHANNON FRONT
 EH1597'YARD, AT THE JUNCTION OF A T-ROAD LEADING WEST, 36 FEET WEST OF THE
 EH1597'CENTER LINE OF THE MAIN ROAD, 18-1/2 FEET SOUTH OF THE CENTER LINE OF
 EH1597'THE SIDE ROAD, 18 FEET WEST OF A SYCAMORE TREE, AND 16 FEET EAST OF A
 EH1597'SMALL IRON FLAGPOLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 EH1597'STAMPED 177.286 1 W 1928 AND SET IN THE TOP OF A CONCRETE POST.
 EH1597
 EH1597                          STATION RECOVERY (1984)
 EH1597
 EH1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0116 ***********************************************************************
 FG0116  DESIGNATION -  1 WMH
 FG0116  PID         -  FG0116
 FG0116  STATE/COUNTY-  AR/FAULKNER
 FG0116  USGS QUAD   -  HAMLET (1994)
 FG0116
 FG0116                         *CURRENT SURVEY CONTROL
 FG0116  ___________________________________________________________________
 FG0116* NAD 83(1986)-  35 05 14.     (N)    092 21 34.     (W)     SCALED    
 FG0116* NAVD 88     -       106.91   (+/-2cm)     350.8    (feet)  VERTCON   
 FG0116  ___________________________________________________________________
 FG0116  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FG0116
 FG0116  VERT ORDER  -  THIRD (See Below)
 FG0116
 FG0116.The horizontal coordinates were scaled from a topographic map and have
 FG0116.an estimated accuracy of +/- 6 seconds.
 FG0116
 FG0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG0116.The vertical order pertains to the NGVD 29 superseded value.
 FG0116
 FG0116.The geoid height was determined by GEOID03.
 FG0116
 FG0116;                    North         East    Units  Estimated Accuracy
 FG0116;SPC AR N     -    83,700.      367,220.      MT  (+/- 180 meters Scaled)
 FG0116
 FG0116                          SUPERSEDED SURVEY CONTROL
 FG0116
 FG0116  NGVD 29 (??/??/??)  106.92   (m)          350.8    (f) RESET       3  
 FG0116
 FG0116.Superseded values are not recommended for survey control.
 FG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0116.See file dsdata.txt to determine how the superseded data were derived.
 FG0116
 FG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU583829(NAD 83)
 FG0116_MARKER: DB = BENCH MARK DISK
 FG0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0116_STAMPING: 1 WMH 1960 351
 FG0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0116+STABILITY: SURFACE MOTION
 FG0116
 FG0116  HISTORY     - Date     Condition        Report By
 FG0116  HISTORY     - 1960     MONUMENTED       USGS
 FG0116  HISTORY     - 1960     GOOD             NGS
 FG0116
 FG0116                          STATION DESCRIPTION
 FG0116
 FG0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0116'4.7 MI E FROM CONWAY.
 FG0116'4.7 MILES EAST ALONG U.S. HIGHWAY 64 FROM MISSOURI-PACIFIC RAILROAD
 FG0116'STATION AT FAULKNER COUNTY.  50 FEET SOUTH OF CENTER LINE OF HIGHWAY.
 FG0116'38 FEET NORTH OF NORTHEAST CORNER OF AND IN LINE WITH EAST SIDE OF
 FG0116'HOUSE.  81 FEET EAST OF NORTHEAST CORNER OF FILLING STATION. BOTH
 FG0116'BUILDINGS OWNED AND OCCUPIED BY SILAS CARTER. IN TOP OF CONCRETE POST
 FG0116'SET FLUSH STANDARD TABLET STAMPED 1 WMH 1960 351.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0362 ***********************************************************************
 FG0362  DESIGNATION -  10 B
 FG0362  PID         -  FG0362
 FG0362  STATE/COUNTY-  AR/CONWAY
 FG0362  USGS QUAD   -  MORRILTON EAST (1990)
 FG0362
 FG0362                         *CURRENT SURVEY CONTROL
 FG0362  ___________________________________________________________________
 FG0362* NAD 83(1997)-  35 11 12.05646(N)    092 37 59.62798(W)     ADJUSTED  
 FG0362* NAVD 88     -       114.649  (meters)     376.14   (feet)  ADJUSTED  
 FG0362  ___________________________________________________________________
 FG0362  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 FG0362  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FG0362  DYNAMIC HT  -         114.542 (meters)     375.79  (feet)  COMP
 FG0362  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FG0362
 FG0362  HORZ ORDER  -  THIRD
 FG0362  VERT ORDER  -  SECOND    CLASS 0
 FG0362
 FG0362.The horizontal coordinates were established by classical geodetic methods
 FG0362.and adjusted by the National Geodetic Survey in September 1999..
 FG0362
 FG0362.The orthometric height was determined by differential leveling
 FG0362.and adjusted by the National Geodetic Survey in June 1991..
 FG0362
 FG0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0362
 FG0362.The geoid height was determined by GEOID03.
 FG0362
 FG0362.The dynamic height is computed by dividing the NAVD 88
 FG0362.geopotential number by the normal gravity value computed on the
 FG0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0362.degrees latitude (g = 980.6199 gals.).
 FG0362
 FG0362.The modeled gravity was interpolated from observed gravity values.
 FG0362
 FG0362;                    North         East     Units Scale Factor Converg.
 FG0362;SPC AR N     -    94,857.257   342,327.900   MT  0.99995986   -0 22 06.5
 FG0362;SPC AR N     -   311,210.85  1,123,120.79   sFT  0.99995986   -0 22 06.5
 FG0362;UTM  15      - 3,893,807.334   533,392.257   MT  0.99961374   +0 12 40.9
 FG0362
 FG0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0362!SPC AR N     -   0.99998646  x   0.99995986  =   0.99994632
 FG0362!UTM  15      -   0.99998646  x   0.99961374  =   0.99960021
 FG0362
 FG0362:                Primary Azimuth Mark                     Grid Az
 FG0362:SPC AR N     -  10 B AZ MK                               105 05 30.4
 FG0362:UTM  15      -  10 B AZ MK                               104 30 43.0
 FG0362
 FG0362|---------------------------------------------------------------------|
 FG0362| PID    Reference Object                     Distance      Geod. Az  |
 FG0362|                                                           dddmmss.s |
 FG0362| CH9992 10 B AZ MK                                         1044323.9 |
 FG0362| FG1749 10 C                                374.793 METERS 32020     |
 FG0362|---------------------------------------------------------------------|
 FG0362
 FG0362                          SUPERSEDED SURVEY CONTROL
 FG0362
 FG0362  NAD 83(1986)-  35 11 12.07138(N)    092 37 59.62119(W) AD(       ) 3
 FG0362  NGVD 29 (??/??/92)  114.66   (m)          376.2    (f) COMPUTED    2 0
 FG0362
 FG0362.Superseded values are not recommended for survey control.
 FG0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0362.See file dsdata.txt to determine how the superseded data were derived.
 FG0362
 FG0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3339293807(NAD 83)
 FG0362_MARKER: DD = SURVEY DISK
 FG0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0362_STAMPING: 10 B
 FG0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0362+STABILITY: SURFACE MOTION
 FG0362
 FG0362  HISTORY     - Date     Condition        Report By
 FG0362  HISTORY     - UNK      MONUMENTED       USAF
 FG0362  HISTORY     - 1962     GOOD             NGS
 FG0362
 FG0362                          STATION DESCRIPTION
 FG0362
 FG0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0362'2.85 MI N FROM PLUMERVILLE.
 FG0362'2.0 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U.S.
 FG0362'HIGHWAY 64 AND STATE HIGHWAY 92 AT THE NORTH EDGE OF PLUMERVILLE,
 FG0362'THENCE 0.05 MILE EAST ALONG A DIRT ROAD, THENCE 0.05 MILE NORTH ALONG
 FG0362'A GRAVEL ROAD, THENCE 0.4 MILE EAST ALONG A TRACK ROAD, THENCE 0.25
 FG0362'MILE SOUTH ALONG A TRACK ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE
 FG0362'POST 18 INCHES IN DIAMETER AND PROJECTING ABOUT 5 FEET ABOVE GROUND
 FG0362'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0148 ***********************************************************************
 EJ0148  DESIGNATION -  10 BAR
 EJ0148  PID         -  EJ0148
 EJ0148  STATE/COUNTY-  AR/PULASKI
 EJ0148  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0148
 EJ0148                         *CURRENT SURVEY CONTROL
 EJ0148  ___________________________________________________________________
 EJ0148* NAD 83(1986)-  34 40 20.     (N)    092 21 42.     (W)     SCALED    
 EJ0148* NAVD 88     -        83.805  (meters)     274.95   (feet)  ADJUSTED  
 EJ0148  ___________________________________________________________________
 EJ0148  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EJ0148  DYNAMIC HT  -          83.727 (meters)     274.69  (feet)  COMP
 EJ0148  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 EJ0148
 EJ0148  VERT ORDER  -  FIRST     CLASS II
 EJ0148
 EJ0148.The horizontal coordinates were scaled from a topographic map and have
 EJ0148.an estimated accuracy of +/- 6 seconds.
 EJ0148
 EJ0148.The orthometric height was determined by differential leveling
 EJ0148.and adjusted by the National Geodetic Survey in June 1991..
 EJ0148
 EJ0148.The geoid height was determined by GEOID03.
 EJ0148
 EJ0148.The dynamic height is computed by dividing the NAVD 88
 EJ0148.geopotential number by the normal gravity value computed on the
 EJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0148.degrees latitude (g = 980.6199 gals.).
 EJ0148
 EJ0148.The modeled gravity was interpolated from observed gravity values.
 EJ0148
 EJ0148;                    North         East    Units  Estimated Accuracy
 EJ0148;SPC AR S     -   622,510.      366,850.      MT  (+/- 180 meters Scaled)
 EJ0148
 EJ0148                          SUPERSEDED SURVEY CONTROL
 EJ0148
 EJ0148  NGVD 29 (??/??/92)   83.853  (m)          275.11   (f) ADJ UNCH    1 2
 EJ0148
 EJ0148.Superseded values are not recommended for survey control.
 EJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0148.See file dsdata.txt to determine how the superseded data were derived.
 EJ0148
 EJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU584368(NAD 83)
 EJ0148_MARKER: DB = BENCH MARK DISK
 EJ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0148_STAMPING: NO.10 BAR 1933
 EJ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0148+STABILITY: SURFACE MOTION
 EJ0148
 EJ0148  HISTORY     - Date     Condition        Report By
 EJ0148  HISTORY     - 1933     MONUMENTED       CGS
 EJ0148  HISTORY     - 1935     GOOD             NGS
 EJ0148  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0148  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0148  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0148
 EJ0148                          STATION DESCRIPTION
 EJ0148
 EJ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0148'1.9 MI NE FROM MABELVALE.
 EJ0148'1.9 MILE NORTHEAST OF, ALONG M.P.R.R. FROM STATION SIGN BOARD ABOUT
 EJ0148'500 FEET SOUTHWEST OF M.P. 353.  31.4 FEET NORTHWEST OF CENTERLINE OF
 EJ0148'NORTHWEST TRACK OF MISSOURI PACIFIC R.R.  31.2 FEET SOUTHWEST OF
 EJ0148'CENTERLINE OF GRAVEL ROAD CROSSING.  5.7 FEET NORTH OF TELEGRAPH POLE.
 EJ0148'TABLET SET IN PRECAST CONCRETE POST.
 EJ0148
 EJ0148                          STATION RECOVERY (1960)
 EJ0148
 EJ0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0148'MARK NOT FOUND.
 EJ0148
 EJ0148                          STATION RECOVERY (1989)
 EJ0148
 EJ0148'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0148'MARK NOT FOUND.
 EJ0148
 EJ0148                          STATION RECOVERY (1990)
 EJ0148
 EJ0148'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1107 ***********************************************************************
 FF1107  DESIGNATION -  10 FAH
 FF1107  PID         -  FF1107
 FF1107  STATE/COUNTY-  AR/MISSISSIPPI
 FF1107  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1107
 FF1107                         *CURRENT SURVEY CONTROL
 FF1107  ___________________________________________________________________
 FF1107* NAD 83(1986)-  35 26 22.     (N)    090 08 17.     (W)     SCALED    
 FF1107* NAVD 88     -        76.954  (meters)     252.47   (feet)  ADJUSTED  
 FF1107  ___________________________________________________________________
 FF1107  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1107  DYNAMIC HT  -          76.886 (meters)     252.25  (feet)  COMP
 FF1107  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 FF1107
 FF1107  VERT ORDER  -  FIRST     CLASS I
 FF1107
 FF1107.The horizontal coordinates were scaled from a topographic map and have
 FF1107.an estimated accuracy of +/- 6 seconds.
 FF1107
 FF1107.The orthometric height was determined by differential leveling
 FF1107.and adjusted by the National Geodetic Survey in June 1991..
 FF1107
 FF1107.The geoid height was determined by GEOID03.
 FF1107
 FF1107.The dynamic height is computed by dividing the NAVD 88
 FF1107.geopotential number by the normal gravity value computed on the
 FF1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1107.degrees latitude (g = 980.6199 gals.).
 FF1107
 FF1107.The modeled gravity was interpolated from observed gravity values.
 FF1107
 FF1107;                    North         East    Units  Estimated Accuracy
 FF1107;SPC AR N     -   124,310.      569,040.      MT  (+/- 180 meters Scaled)
 FF1107
 FF1107                          SUPERSEDED SURVEY CONTROL
 FF1107
 FF1107  NGVD 29 (??/??/??)   76.937  (m)          252.42   (f) ADJUSTED    1 1
 FF1107
 FF1107.Superseded values are not recommended for survey control.
 FF1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1107.See file dsdata.txt to determine how the superseded data were derived.
 FF1107
 FF1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV597255(NAD 83)
 FF1107_MARKER: DB = BENCH MARK DISK
 FF1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1107_SP_SET: CONCRETE POST
 FF1107_STAMPING: 10FAH 1969
 FF1107_MARK LOGO: USGS  
 FF1107_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1107+STABILITY: SURFACE MOTION
 FF1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1107+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 FF1107
 FF1107  HISTORY     - Date     Condition        Report By
 FF1107  HISTORY     - 1969     MONUMENTED       USGS
 FF1107  HISTORY     - 1976     GOOD             NGS
 FF1107  HISTORY     - 19950216 GOOD             NGS
 FF1107  HISTORY     - 20030123 GOOD             USACE
 FF1107
 FF1107                          STATION DESCRIPTION
 FF1107
 FF1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1107'11.5 MI SOUTH FROM WILSON.
 FF1107'11.5 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1107'AT WILSON, 0.3 MILE SOUTH OF MILEPOST 121/122, 67 FEET SOUTHWEST
 FF1107'OF JUNCTION OF A GRAVEL ROAD AND LEVEE, 10 FEET NORTHWEST OF THE
 FF1107'CENTER OF A GATE, AND NEAR A FENCE CORNER.
 FF1107'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  1 FEET
 FF1107'BELOW THE LEVEE.  2 FEET SOUTH OF A WITNESS POST.
 FF1107
 FF1107                          STATION RECOVERY (1995)
 FF1107
 FF1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 FF1107'RECOVERED AS DESCRIBED.
 FF1107
 FF1107                          STATION RECOVERY (2003)
 FF1107
 FF1107'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1107'THE STATION IS 5 FT NW OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0188 ***********************************************************************
 DL0188  DESIGNATION -  100.17
 DL0188  PID         -  DL0188
 DL0188  STATE/COUNTY-  AR/ASHLEY
 DL0188  USGS QUAD   -  MARAIS SALINE (1981)
 DL0188
 DL0188                         *CURRENT SURVEY CONTROL
 DL0188  ___________________________________________________________________
 DL0188* NAD 83(1986)-  33 08 58.     (N)    092 03 35.     (W)     SCALED    
 DL0188* NAVD 88     -        30.404  (meters)      99.75   (feet)  ADJUSTED  
 DL0188  ___________________________________________________________________
 DL0188  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL0188  DYNAMIC HT  -          30.372 (meters)      99.65  (feet)  COMP
 DL0188  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DL0188
 DL0188  VERT ORDER  -  SECOND    CLASS 0
 DL0188
 DL0188.The horizontal coordinates were scaled from a topographic map and have
 DL0188.an estimated accuracy of +/- 6 seconds.
 DL0188
 DL0188.The orthometric height was determined by differential leveling
 DL0188.and adjusted by the National Geodetic Survey in June 1991..
 DL0188
 DL0188.The geoid height was determined by GEOID03.
 DL0188
 DL0188.The dynamic height is computed by dividing the NAVD 88
 DL0188.geopotential number by the normal gravity value computed on the
 DL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0188.degrees latitude (g = 980.6199 gals.).
 DL0188
 DL0188.The modeled gravity was interpolated from observed gravity values.
 DL0188
 DL0188;                    North         East    Units  Estimated Accuracy
 DL0188;SPC AR S     -   453,550.      394,430.      MT  (+/- 180 meters Scaled)
 DL0188
 DL0188                          SUPERSEDED SURVEY CONTROL
 DL0188
 DL0188  NGVD 29 (??/??/92)   30.46   (m)           99.9    (f) COMPUTED    2 0
 DL0188
 DL0188.Superseded values are not recommended for survey control.
 DL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0188.See file dsdata.txt to determine how the superseded data were derived.
 DL0188
 DL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS876682(NAD 83)
 DL0188_MARKER: S = SPIKE
 DL0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0188_SP_SET: GUM TREE
 DL0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0188
 DL0188  HISTORY     - Date     Condition        Report By
 DL0188  HISTORY     - UNK      MONUMENTED       ARHD
 DL0188  HISTORY     - 1934     GOOD             NGS
 DL0188
 DL0188                          STATION DESCRIPTION
 DL0188
 DL0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0188'6.33 MI W FROM CROSSETT.
 DL0188'6 1/3 MILES WEST ALONG U. S. HIGHWAY 82 FROM CROSSETT, ASHLEY COUNTY,
 DL0188'500 FEET SOUTHEAST OF THE FIRST CURVE EAST OF OUACHITA RIVER, 90 FEET
 DL0188'SOUTH OF STATION 318+80, AND IN A ROOT ON THE EAST SIDE OF A 6-INCH
 DL0188'BLAZED BLACK GUM TREE.  THE HIGHEST POINT OF A SPIKE DRIVEN THROUGH A
 DL0188'BOTTLE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1758 ***********************************************************************
 EH1758  DESIGNATION -  10/11
 EH1758  PID         -  EH1758
 EH1758  STATE/COUNTY-  AR/JEFFERSON
 EH1758  USGS QUAD   -  ALTHEIMER (1971)
 EH1758
 EH1758                         *CURRENT SURVEY CONTROL
 EH1758  ___________________________________________________________________
 EH1758* NAD 83(1986)-  34 15 32.     (N)    091 51 41.     (W)     SCALED    
 EH1758* NAVD 88     -        61.946  (meters)     203.23   (feet)  ADJUSTED  
 EH1758  ___________________________________________________________________
 EH1758  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1758  DYNAMIC HT  -          61.886 (meters)     203.04  (feet)  COMP
 EH1758  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EH1758
 EH1758  VERT ORDER  -  SECOND    CLASS 0
 EH1758
 EH1758.The horizontal coordinates were scaled from a topographic map and have
 EH1758.an estimated accuracy of +/- 6 seconds.
 EH1758
 EH1758.The orthometric height was determined by differential leveling
 EH1758.and adjusted by the National Geodetic Survey in August 1993..
 EH1758
 EH1758.The geoid height was determined by GEOID03.
 EH1758
 EH1758.The dynamic height is computed by dividing the NAVD 88
 EH1758.geopotential number by the normal gravity value computed on the
 EH1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1758.degrees latitude (g = 980.6199 gals.).
 EH1758
 EH1758.The modeled gravity was interpolated from observed gravity values.
 EH1758
 EH1758;                    North         East    Units  Estimated Accuracy
 EH1758;SPC AR S     -   576,610.      412,770.      MT  (+/- 180 meters Scaled)
 EH1758
 EH1758                          SUPERSEDED SURVEY CONTROL
 EH1758
 EH1758  NAVD 88 (06/15/91)   61.950  (m)          203.25   (f) UNKNOWN     2 0
 EH1758  NGVD 29 (??/??/??)   61.982  (m)          203.35   (f) ADJUSTED    2 0
 EH1758
 EH1758.Superseded values are not recommended for survey control.
 EH1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1758.See file dsdata.txt to determine how the superseded data were derived.
 EH1758
 EH1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT048914(NAD 83)
 EH1758_MARKER: P = PIPE CAP
 EH1758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1758_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1758_STAMPING: B M 10/11
 EH1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1758
 EH1758  HISTORY     - Date     Condition        Report By
 EH1758  HISTORY     - UNK      MONUMENTED       DOD
 EH1758  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1758
 EH1758                          STATION DESCRIPTION
 EH1758
 EH1758'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EH1758'0.3 MI W FROM LAKE DICK.
 EH1758'0.3 MILE WEST ALONG A COUNTY ROAD FROM LAKE DICK, JEFFERSON COUNTY,
 EH1758'0.6 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO THE LEVEE, 0.9 MILE WEST
 EH1758'ALONG THE LEVEE ROAD, 27 FEET NORTHEAST OF CONCRETE MILEPOST 10/11, 35
 EH1758'FEET NORTHEAST OF THE CENTERLINE OF THE LEVEE, AND 5 FEET SOUTHWEST OF
 EH1758'A WIRE FENCE.  A STANDARD CAP, STAMPED B M 10/11 AND RIVETED ON THE
 EH1758'TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0164 ***********************************************************************
 EJ0164  DESIGNATION -  102 RESET
 EJ0164  PID         -  EJ0164
 EJ0164  STATE/COUNTY-  AR/PULASKI
 EJ0164  USGS QUAD   -  SWEET HOME (1986)
 EJ0164
 EJ0164                         *CURRENT SURVEY CONTROL
 EJ0164  ___________________________________________________________________
 EJ0164* NAD 83(1997)-  34 39 47.53502(N)    092 10 38.72918(W)     ADJUSTED  
 EJ0164* NAVD 88     -        74.050  (meters)     242.95   (feet)  ADJUSTED  
 EJ0164  ___________________________________________________________________
 EJ0164  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EJ0164  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0164  DYNAMIC HT  -          73.980 (meters)     242.72  (feet)  COMP
 EJ0164  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 EJ0164
 EJ0164  HORZ ORDER  -  FIRST
 EJ0164  VERT ORDER  -  SECOND    CLASS 0
 EJ0164
 EJ0164.The horizontal coordinates were established by classical geodetic methods
 EJ0164.and adjusted by the National Geodetic Survey in September 1999..
 EJ0164
 EJ0164.The orthometric height was determined by differential leveling
 EJ0164.and adjusted by the National Geodetic Survey in June 1991..
 EJ0164
 EJ0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0164
 EJ0164.The geoid height was determined by GEOID03.
 EJ0164
 EJ0164.The dynamic height is computed by dividing the NAVD 88
 EJ0164.geopotential number by the normal gravity value computed on the
 EJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0164.degrees latitude (g = 980.6199 gals.).
 EJ0164
 EJ0164.The modeled gravity was interpolated from observed gravity values.
 EJ0164
 EJ0164;                    North         East     Units Scale Factor Converg.
 EJ0164;SPC AR S     -   621,460.456   383,737.490   MT  0.99997856   -0 05 57.5
 EJ0164;SPC AR S     - 2,038,908.18  1,258,978.75   sFT  0.99997856   -0 05 57.5
 EJ0164;UTM  15      - 3,836,002.442   575,368.530   MT  0.99967001   +0 28 04.3
 EJ0164
 EJ0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0164!SPC AR S     -   0.99999254  x   0.99997856  =   0.99997110
 EJ0164!UTM  15      -   0.99999254  x   0.99967001  =   0.99966255
 EJ0164
 EJ0164|---------------------------------------------------------------------|
 EJ0164| PID    Reference Object                     Distance      Geod. Az  |
 EJ0164|                                                           dddmmss.s |
 EJ0164| CY6512 102 RM 1                             37.003 METERS 01132     |
 EJ0164| CY6513 102 RM 2                             39.170 METERS 10852     |
 EJ0164| CY6511 102 AZ MK                                          1982635.7 |
 EJ0164|---------------------------------------------------------------------|
 EJ0164
 EJ0164                          SUPERSEDED SURVEY CONTROL
 EJ0164
 EJ0164  NAD 83(1986)-  34 39 47.54462(N)    092 10 38.71912(W) AD(       ) 1
 EJ0164  NAD 27      -  34 39 47.21120(N)    092 10 38.18969(W) AD(       ) 1
 EJ0164  NGVD 29 (??/??/92)   74.105  (m)          243.13   (f) ADJ UNCH    2 0
 EJ0164
 EJ0164.Superseded values are not recommended for survey control.
 EJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0164.See file dsdata.txt to determine how the superseded data were derived.
 EJ0164
 EJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7536936002(NAD 83)
 EJ0164_MARKER: DB = BENCH MARK DISK
 EJ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0164_STAMPING: 102 1934
 EJ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0164+STABILITY: SURFACE MOTION
 EJ0164
 EJ0164  HISTORY     - Date     Condition        Report By
 EJ0164  HISTORY     - 1940     MONUMENTED       ARGS
 EJ0164  HISTORY     - 1940     GOOD             NGS
 EJ0164  HISTORY     - 1964     GOOD             CGS
 EJ0164  HISTORY     - 1984     GOOD             NGS
 EJ0164
 EJ0164                          STATION DESCRIPTION
 EJ0164
 EJ0164'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1940 (ANS)
 EJ0164'STATION IS ABOUT 8 MILES SE OF LITTLE ROCK, 8 MILES NE OF
 EJ0164'WRIGHTSVILLE ON PROPERTY OF R.E. BROWN.
 EJ0164'
 EJ0164'THE MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 EJ0164'STATION DISK SET IN THE TOP AND CENTER OF A 5-INCH SQUARE
 EJ0164'CONCRETE POST FLUSH WITH THE GROUND, 23 FEET E OF CENTER
 EJ0164'LINE OF N-S GRAVEL ROAD, 12 FEET N OF FENCE CORNER, 1.7
 EJ0164'FEET E OF FENCE LINE, 3.2 FEET N OF WHITE WITNESS POST, AND
 EJ0164'STAMPED NO.102 1934-1940.
 EJ0164'
 EJ0164'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 EJ0164'IN CONCRETE AS DESCRIBED.
 EJ0164'
 EJ0164'REFERENCE MARK NO.1 IS 28 FEET E OF CENTER LINE OF N-S GRAVEL
 EJ0164'ROAD, 8 FEET E OF FENCE CORNER, 1 FOOT S OF FENCE LINE,
 EJ0164'STAMPED U.S.C. AND G.S. AND S.S. 102 NO.1 1934-1940.
 EJ0164'
 EJ0164'REFERENCE MARK NO.2 IS 150 FEET E OF CENTER LINE OF N-S
 EJ0164'ROAD, 14.5 FEET W OF FENCE CORNER, 14.5 FEET S OF LONE TREE
 EJ0164'IN FENCED-IN PASTURE, STAMPED U.S.C. AND G.S. AND S.S. 102
 EJ0164'NO.2 1934-1940.
 EJ0164'
 EJ0164'STATION AND REFERENCE MARKS ARE AT THE SAME ELEVATION.
 EJ0164'
 EJ0164'THE AZIMUTH MARK IS 18 FEET W OF ROAD WHERE IT CROSSES THE
 EJ0164'LEVEE, 12 FEET E OF W EDGE OF LEVEE, 3 FEET E OF WHITE
 EJ0164'WITNESS POST AND STAMPED U.S.C. AND G.S. AND S.S. 102
 EJ0164'1934-1940.
 EJ0164'
 EJ0164'REACHED FROM THE INTERSECTION IN LITTLE ROCK OF U.S. HIGHWAYS
 EJ0164'65, 67 AND 70 BY FOLLOWING U.S. HIGHWAY 65 S AND E 8.75
 EJ0164'MILES TO GRAVEL ROAD LEADING LEFT (E) AT POINT 2.1 MILES
 EJ0164'N OF WRIGHTSVILLE POST OFFICE, TURN LEFT AND FOLLOW THIS
 EJ0164'ROAD IN A WINDING COURSE E THEN SE, THEN N, 5.8 MILES TO
 EJ0164'STATION ON RIGHT INSIDE A SMALL PASTURE ABOUT 100 YARDS
 EJ0164'OF LARGE WHITE HOUSE.
 EJ0164'
 EJ0164'A 103-FOOT TOWER WAS USED.
 EJ0164
 EJ0164                          STATION RECOVERY (1940)
 EJ0164
 EJ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 EJ0164'4.5 MI SE FROM SWEET HOME.
 EJ0164'TO REACH FROM RR STATION IN SWEET HOME PROCEED EASTERLY ALONG GRAVELED
 EJ0164'ROAD TOWARD HARPERS HEADQUARTERS, GO 4.5 MILES.  TURN RIGHT AT HARPERS
 EJ0164'HEADQUARTERS AND FOLLOW DIRT ROAD PAST BROWNS GIN, GO 0.9 MILE. TURN
 EJ0164'RIGHT AT INTERSECTION WITH GRAVELED ROAD FROM LITTLE ROCK, GO 0.1
 EJ0164'MILE.  BENCH MARK IS 25.5 FEET EAST OF CENTER LINE OF GRAVELED ROAD,
 EJ0164'12 FEET NORTH OF CORNER POST OF FENCE, 2 FEET INSIDE (EAST) FROM FENCE
 EJ0164'LINE.  MONUMENT IS FLUSH.  A 4 X 4 INCH CYPRESS POST PAINTED WHITE
 EJ0164'PROJECTING 18 INCHES IS SET 3.5 FEET AT 185 DEGREES MAGNETIC FROM THE
 EJ0164'BENCH MARK.
 EJ0164
 EJ0164                          STATION RECOVERY (1964)
 EJ0164
 EJ0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ0164'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 EJ0164'TIME.  IT WAS NOT OCCUPIED AT THIS TIME BUT A TRAVERSE
 EJ0164'CONNECTION WAS MADE FROM TRIANGULATION STATION BADGETT AND
 EJ0164'THE DISTANCE IS 2341.050 METERS.
 EJ0164
 EJ0164                          STATION RECOVERY (1984)
 EJ0164
 EJ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0909 ***********************************************************************
 FG0909  DESIGNATION -  1038.5
 FG0909  PID         -  FG0909
 FG0909  STATE/COUNTY-  AR/NEWTON
 FG0909  USGS QUAD   -  DEER (1980)
 FG0909
 FG0909                         *CURRENT SURVEY CONTROL
 FG0909  ___________________________________________________________________
 FG0909* NAD 83(1986)-  35 47 53.     (N)    093 14 54.     (W)     SCALED    
 FG0909* NAVD 88     -       316.505  (meters)    1038.40   (feet)  ADJUSTED  
 FG0909  ___________________________________________________________________
 FG0909  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0909  DYNAMIC HT  -         316.197 (meters)    1037.39  (feet)  COMP
 FG0909  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FG0909
 FG0909  VERT ORDER  -  SECOND    CLASS 0
 FG0909
 FG0909.The horizontal coordinates were scaled from a topographic map and have
 FG0909.an estimated accuracy of +/- 6 seconds.
 FG0909
 FG0909.The orthometric height was determined by differential leveling
 FG0909.and adjusted by the National Geodetic Survey in June 1991..
 FG0909
 FG0909.The geoid height was determined by GEOID03.
 FG0909
 FG0909.The dynamic height is computed by dividing the NAVD 88
 FG0909.geopotential number by the normal gravity value computed on the
 FG0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0909.degrees latitude (g = 980.6199 gals.).
 FG0909
 FG0909.The modeled gravity was interpolated from observed gravity values.
 FG0909
 FG0909;                    North         East    Units  Estimated Accuracy
 FG0909;SPC AR N     -   163,220.      287,170.      MT  (+/- 180 meters Scaled)
 FG0909
 FG0909                          SUPERSEDED SURVEY CONTROL
 FG0909
 FG0909  NGVD 29 (??/??/92)  316.416  (m)         1038.11   (f) ADJ UNCH    2 0
 FG0909
 FG0909.Superseded values are not recommended for survey control.
 FG0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0909.See file dsdata.txt to determine how the superseded data were derived.
 FG0909
 FG0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV775615(NAD 83)
 FG0909_MARKER: R = RIVET
 FG0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0909_SP_SET: OAK TREE
 FG0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0909
 FG0909  HISTORY     - Date     Condition        Report By
 FG0909  HISTORY     - UNK      MONUMENTED       USGS
 FG0909  HISTORY     - 1935     GOOD             NGS
 FG0909
 FG0909                          STATION DESCRIPTION
 FG0909
 FG0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0909'2.8 MI N FROM LIMESTONE.
 FG0909'2.8 MILES NORTH OF, ALONG MOUNTAIN ROAD TO LIMESTONE, NEWTON CO.,
 FG0909'ARKANSAS.  150 FEET SOUTHWEST OF SOUTHWEST CORNER OF UNPAINTED HOUSE.
 FG0909'150 FEET WEST OF CREEK WHICH PARALLELS ROAD. 15 FEET WEST OF CENTER
 FG0909'LINE OF MOUNTAIN ROAD. IN NITCHE, IN BASE OF 12 INCH OAK. 1.0 FT.
 FG0909'ABOVE MOUNTAIN ROAD SURFACE. 0.5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0816 ***********************************************************************
 DK0816  DESIGNATION -  104 BOLT
 DK0816  PID         -  DK0816
 DK0816  STATE/COUNTY-  AR/DESHA
 DK0816  USGS QUAD   -  MONTGOMERY ISLAND (1972)
 DK0816
 DK0816                         *CURRENT SURVEY CONTROL
 DK0816  ___________________________________________________________________
 DK0816* NAD 83(1986)-  33 53 03.     (N)    091 04 11.     (W)     SCALED    
 DK0816* NAVD 88     -        47.37   (+/-2cm)     155.4    (feet)  VERTCON   
 DK0816  ___________________________________________________________________
 DK0816  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0816
 DK0816  VERT ORDER  -  FIRST     CLASS II (See Below)
 DK0816
 DK0816.The horizontal coordinates were scaled from a topographic map and have
 DK0816.an estimated accuracy of +/- 6 seconds.
 DK0816
 DK0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0816.The vertical order pertains to the NGVD 29 superseded value.
 DK0816
 DK0816.The geoid height was determined by GEOID03.
 DK0816
 DK0816;                    North         East    Units  Estimated Accuracy
 DK0816;SPC AR S     -   535,430.      486,050.      MT  (+/- 180 meters Scaled)
 DK0816
 DK0816                          SUPERSEDED SURVEY CONTROL
 DK0816
 DK0816  NGVD 29 (??/??/??)   47.431  (m)          155.61   (f) ADJUSTED    1 2
 DK0816
 DK0816.Superseded values are not recommended for survey control.
 DK0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0816.See file dsdata.txt to determine how the superseded data were derived.
 DK0816
 DK0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT785509(NAD 83)
 DK0816_MARKER: B = BOLT
 DK0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0816_SP_SET: TILE
 DK0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0816
 DK0816  HISTORY     - Date     Condition        Report By
 DK0816  HISTORY     - UNK      MONUMENTED       DOD
 DK0816  HISTORY     - 1939     GOOD             CGS
 DK0816
 DK0816                          STATION DESCRIPTION
 DK0816
 DK0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0816'IN BIG ISLAND.
 DK0816'AT BIG ISLAND, DESHA COUNTY, ARKANSAS, 4.0 MILES NORTHWEST ACROSS
 DK0816'MISSISSIPPI RIVER FROM ROSEDALE, BOLIVAR COUNTY, MISSISSIPPI, 1/2 MILE
 DK0816'DOWNSTREAM FROM THE MOUTH OF WHITE RIVER, IN THE FORK BETWEEN TWO
 DK0816'LOGGING ROADS, AND 75 FEET BACK FROM A HIGH BANK.  A COPPER BOLT
 DK0816'LEADED IN THE TOP OF A TILE ABOUT 4 FEET UNDER GROUND, ACCESS TO WHICH
 DK0816'IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 18 INCHES ABOVE GROUND
 DK0816'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0817 ***********************************************************************
 DK0817  DESIGNATION -  104 CAP
 DK0817  PID         -  DK0817
 DK0817  STATE/COUNTY-  AR/DESHA
 DK0817  USGS QUAD   -  MONTGOMERY ISLAND (1972)
 DK0817
 DK0817                         *CURRENT SURVEY CONTROL
 DK0817  ___________________________________________________________________
 DK0817* NAD 83(1986)-  33 53 03.     (N)    091 04 10.     (W)     SCALED    
 DK0817* NAVD 88     -        48.57   (+/-2cm)     159.4    (feet)  VERTCON   
 DK0817  ___________________________________________________________________
 DK0817  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0817
 DK0817  VERT ORDER  -  FIRST     CLASS II (See Below)
 DK0817
 DK0817.The horizontal coordinates were scaled from a topographic map and have
 DK0817.an estimated accuracy of +/- 6 seconds.
 DK0817
 DK0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0817.The vertical order pertains to the NGVD 29 superseded value.
 DK0817
 DK0817.The geoid height was determined by GEOID03.
 DK0817
 DK0817;                    North         East    Units  Estimated Accuracy
 DK0817;SPC AR S     -   535,430.      486,080.      MT  (+/- 180 meters Scaled)
 DK0817
 DK0817                          SUPERSEDED SURVEY CONTROL
 DK0817
 DK0817  NGVD 29 (??/??/??)   48.640  (m)          159.58   (f) ADJUSTED    1 2
 DK0817
 DK0817.Superseded values are not recommended for survey control.
 DK0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0817.See file dsdata.txt to determine how the superseded data were derived.
 DK0817
 DK0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT785509(NAD 83)
 DK0817_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0817_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0817
 DK0817  HISTORY     - Date     Condition        Report By
 DK0817  HISTORY     - UNK      MONUMENTED       DOD
 DK0817  HISTORY     - 1939     GOOD             CGS
 DK0817
 DK0817                          STATION DESCRIPTION
 DK0817
 DK0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0817'4.0 MI NW FROM ROSEDALE.
 DK0817'4.0 MILES NORTHWEST OF ROSEDALE, MISS.  ON BIG ISLAND.  ABOUT ONE-HALF
 DK0817'MILE FROM THE MOUTH OF THE WHITE RIVER.  75 FEET BACK FROM HIGH BANK.
 DK0817'MARK IS A CAST IRON PIPE WITH BRASS CAP PROJECTING ABOUT 18 INCHES
 DK0817'ABOVE GROUND.  AND IN THE FORKS BETWEEN TWO LOG ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0188 ***********************************************************************
 EK0188  DESIGNATION -  1043
 EK0188  PID         -  EK0188
 EK0188  STATE/COUNTY-  AR/POLK
 EK0188  USGS QUAD   -  VANDERVOORT (1984)
 EK0188
 EK0188                         *CURRENT SURVEY CONTROL
 EK0188  ___________________________________________________________________
 EK0188* NAD 83(1986)-  34 29 11.     (N)    094 21 48.     (W)     SCALED    
 EK0188* NAVD 88     -       318.187  (meters)    1043.92   (feet)  ADJUSTED  
 EK0188  ___________________________________________________________________
 EK0188  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 EK0188  DYNAMIC HT  -         317.842 (meters)    1042.79  (feet)  COMP
 EK0188  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 EK0188
 EK0188  VERT ORDER  -  SECOND    CLASS 0
 EK0188
 EK0188.The horizontal coordinates were scaled from a topographic map and have
 EK0188.an estimated accuracy of +/- 6 seconds.
 EK0188
 EK0188.The orthometric height was determined by differential leveling
 EK0188.and adjusted by the National Geodetic Survey in June 1991..
 EK0188
 EK0188.The geoid height was determined by GEOID03.
 EK0188
 EK0188.The dynamic height is computed by dividing the NAVD 88
 EK0188.geopotential number by the normal gravity value computed on the
 EK0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0188.degrees latitude (g = 980.6199 gals.).
 EK0188
 EK0188.The modeled gravity was interpolated from observed gravity values.
 EK0188
 EK0188;                    North         East    Units  Estimated Accuracy
 EK0188;SPC AR S     -   604,340.      182,950.      MT  (+/- 180 meters Scaled)
 EK0188
 EK0188                          SUPERSEDED SURVEY CONTROL
 EK0188
 EK0188  NGVD 29 (??/??/92)  318.102  (m)         1043.64   (f) ADJ UNCH    2 0
 EK0188
 EK0188.Superseded values are not recommended for survey control.
 EK0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0188.See file dsdata.txt to determine how the superseded data were derived.
 EK0188
 EK0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU748169(NAD 83)
 EK0188_MARKER: P = PIPE CAP
 EK0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0188_STAMPING: 1043-1908
 EK0188_MARK LOGO: USGS  
 EK0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0188
 EK0188  HISTORY     - Date     Condition        Report By
 EK0188  HISTORY     - 1908     MONUMENTED       USGS
 EK0188  HISTORY     - 1935     GOOD             NGS
 EK0188  HISTORY     - 1961     GOOD             NGS
 EK0188  HISTORY     - 1985     POOR             NGS
 EK0188
 EK0188                          STATION DESCRIPTION
 EK0188
 EK0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0188'1.2 MI E FROM HATFIELD.
 EK0188'1.2 MILE EAST OF, ALONG THE HATFIELD-CAMP WILDER ROAD FROM
 EK0188'THE K. C. S. RY STATION.  AT JUNCTION OF ROAD WEST AT A TURN
 EK0188'WEST IN TELEPHONE LINE, ABOUT 225 FEET EAST OF GATE TO T.C.
 EK0188'DAGENHARTS FARMHOUSE, 23 FEET EAST OF INTERSECTION OF CENTERLINES
 EK0188'OF ROADS, 17.5 FEET EAST OF ROAD CENTERLINE.  CAP RIVETED TO
 EK0188'TOP OF A 3-INCH PIPE PROJECTING 2 FT. ABOVE THE GROUND.
 EK0188
 EK0188                          STATION RECOVERY (1961)
 EK0188
 EK0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0188'RECOVERED IN GOOD CONDITION.
 EK0188
 EK0188                          STATION RECOVERY (1985)
 EK0188
 EK0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0188'RECOVERED IN POOR CONDITION, LOOSE IN THE GROUND, NOT FIT FOR LEVELS,
 EK0188'NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0093 ***********************************************************************
 EK0093  DESIGNATION -  1046
 EK0093  PID         -  EK0093
 EK0093  STATE/COUNTY-  AR/POLK
 EK0093  USGS QUAD   -  COVE (1984)
 EK0093
 EK0093                         *CURRENT SURVEY CONTROL
 EK0093  ___________________________________________________________________
 EK0093* NAD 83(1986)-  34 26 13.     (N)    094 24 33.     (W)     SCALED    
 EK0093* NAVD 88     -       319.341  (meters)    1047.70   (feet)  ADJUSTED  
 EK0093  ___________________________________________________________________
 EK0093  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 EK0093  DYNAMIC HT  -         318.996 (meters)    1046.57  (feet)  COMP
 EK0093  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 EK0093
 EK0093  VERT ORDER  -  FIRST     CLASS II
 EK0093
 EK0093.The horizontal coordinates were scaled from a topographic map and have
 EK0093.an estimated accuracy of +/- 6 seconds.
 EK0093
 EK0093.The orthometric height was determined by differential leveling
 EK0093.and adjusted by the National Geodetic Survey in June 1991..
 EK0093
 EK0093.The geoid height was determined by GEOID03.
 EK0093
 EK0093.The dynamic height is computed by dividing the NAVD 88
 EK0093.geopotential number by the normal gravity value computed on the
 EK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0093.degrees latitude (g = 980.6199 gals.).
 EK0093
 EK0093.The modeled gravity was interpolated from observed gravity values.
 EK0093
 EK0093;                    North         East    Units  Estimated Accuracy
 EK0093;SPC AR S     -   598,950.      178,610.      MT  (+/- 180 meters Scaled)
 EK0093
 EK0093                          SUPERSEDED SURVEY CONTROL
 EK0093
 EK0093  NGVD 29 (??/??/92)  319.263  (m)         1047.45   (f) ADJ UNCH    1 2
 EK0093
 EK0093.Superseded values are not recommended for survey control.
 EK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0093.See file dsdata.txt to determine how the superseded data were derived.
 EK0093
 EK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU705115(NAD 83)
 EK0093_MARKER: P = PIPE CAP
 EK0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0093_STAMPING: 1046-1908
 EK0093_MARK LOGO: USGS  
 EK0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0093
 EK0093  HISTORY     - Date     Condition        Report By
 EK0093  HISTORY     - 1908     MONUMENTED       USGS
 EK0093  HISTORY     - 1934     GOOD             NGS
 EK0093  HISTORY     - 1965     MARK NOT FOUND   USGS
 EK0093  HISTORY     - 1985     POOR             NGS
 EK0093
 EK0093                          STATION DESCRIPTION
 EK0093
 EK0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0093'IN COVE.
 EK0093'IN COVE, 92 FEET EAST OF CENTERLINE OF KANSAS CITY SOUTHERN R.R.
 EK0093'MAIN LINE TRACK, 86 FEET SOUTH OF SOUTH SIDE OF L. WOODELL STORE,
 EK0093'43.6 FEET EAST OF EAST SIDE OF COVE DEPOT, 21.7 FEET NORTHEAST OF
 EK0093'CENTERLINE OF SMALL WOODEN BRIDGE AND SIDE ROAD, 8 FEET EAST OF
 EK0093'TELEPHONE POLE.  IRON PIPE WITH BRONZE CAP.
 EK0093
 EK0093                          STATION RECOVERY (1965)
 EK0093
 EK0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EK0093'MARK NOT FOUND.
 EK0093
 EK0093                          STATION RECOVERY (1985)
 EK0093
 EK0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0093'RECOVERED IN POOR CONDITION, FOUND VERY LOOSE IN THE GROUND, UNFIT FOR
 EK0093'LEVELS, NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0184 ***********************************************************************
 EK0184  DESIGNATION -  1068
 EK0184  PID         -  EK0184
 EK0184  STATE/COUNTY-  AR/POLK
 EK0184  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0184
 EK0184                         *CURRENT SURVEY CONTROL
 EK0184  ___________________________________________________________________
 EK0184* NAD 83(1986)-  34 26 17.     (N)    094 07 45.     (W)     SCALED    
 EK0184* NAVD 88     -       325.743  (meters)    1068.71   (feet)  ADJUSTED  
 EK0184  ___________________________________________________________________
 EK0184  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EK0184  DYNAMIC HT  -         325.398 (meters)    1067.58  (feet)  COMP
 EK0184  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 EK0184
 EK0184  VERT ORDER  -  SECOND    CLASS 0
 EK0184
 EK0184.The horizontal coordinates were scaled from a topographic map and have
 EK0184.an estimated accuracy of +/- 6 seconds.
 EK0184
 EK0184.The orthometric height was determined by differential leveling
 EK0184.and adjusted by the National Geodetic Survey in June 1991..
 EK0184
 EK0184.The geoid height was determined by GEOID03.
 EK0184
 EK0184.The dynamic height is computed by dividing the NAVD 88
 EK0184.geopotential number by the normal gravity value computed on the
 EK0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0184.degrees latitude (g = 980.6199 gals.).
 EK0184
 EK0184.The modeled gravity was interpolated from observed gravity values.
 EK0184
 EK0184;                    North         East    Units  Estimated Accuracy
 EK0184;SPC AR S     -   598,510.      204,340.      MT  (+/- 180 meters Scaled)
 EK0184
 EK0184                          SUPERSEDED SURVEY CONTROL
 EK0184
 EK0184  NGVD 29 (??/??/92)  325.672  (m)         1068.48   (f) ADJ UNCH    2 0
 EK0184
 EK0184.Superseded values are not recommended for survey control.
 EK0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0184.See file dsdata.txt to determine how the superseded data were derived.
 EK0184
 EK0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU962113(NAD 83)
 EK0184_MARKER: P = PIPE CAP
 EK0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0184_STAMPING: 1068-1908
 EK0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0184
 EK0184  HISTORY     - Date     Condition        Report By
 EK0184  HISTORY     - 1908     MONUMENTED       USGS
 EK0184  HISTORY     - 1935     GOOD             NGS
 EK0184  HISTORY     - 1961     GOOD             USGS
 EK0184
 EK0184                          STATION DESCRIPTION
 EK0184
 EK0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0184'1 MI SW FROM SHADY.
 EK0184'1.0 MILE SOUTHWEST OF, ALONG THE COSSATOT ROAD.  COSSATOT
 EK0184'CREEK HWY BRIDGE.  AT THE SITE OF THE OLD SHADY POST OFFICE,
 EK0184'ABOUT 200 FEET SOUTH OF JUNCTION OF THE FODDERSTACK ROAD, ABOUT
 EK0184'120 FEET NORTH OF JUNCTION OF THE SUGAR CREEK ROAD, 20 FEET
 EK0184'WEST OF THE ROAD CENTERLINE.  CAP RIVETED TO TOP OF A 3-INCH
 EK0184'IRON AND PROJECTING ABOVE THE GROUND 2.2 FT.
 EK0184
 EK0184                          STATION RECOVERY (1961)
 EK0184
 EK0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EK0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0100 ***********************************************************************
 EK0100  DESIGNATION -  1077
 EK0100  PID         -  EK0100
 EK0100  STATE/COUNTY-  AR/POLK
 EK0100  USGS QUAD   -  VANDERVOORT (1984)
 EK0100
 EK0100                         *CURRENT SURVEY CONTROL
 EK0100  ___________________________________________________________________
 EK0100* NAD 83(1986)-  34 22 48.     (N)    094 21 57.     (W)     SCALED    
 EK0100* NAVD 88     -       328.494  (meters)    1077.73   (feet)  ADJUSTED  
 EK0100  ___________________________________________________________________
 EK0100  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EK0100  DYNAMIC HT  -         328.142 (meters)    1076.58  (feet)  COMP
 EK0100  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 EK0100
 EK0100  VERT ORDER  -  FIRST     CLASS II
 EK0100
 EK0100.The horizontal coordinates were scaled from a topographic map and have
 EK0100.an estimated accuracy of +/- 6 seconds.
 EK0100
 EK0100.The orthometric height was determined by differential leveling
 EK0100.and adjusted by the National Geodetic Survey in June 1991..
 EK0100
 EK0100.The geoid height was determined by GEOID03.
 EK0100
 EK0100.The dynamic height is computed by dividing the NAVD 88
 EK0100.geopotential number by the normal gravity value computed on the
 EK0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0100.degrees latitude (g = 980.6199 gals.).
 EK0100
 EK0100.The modeled gravity was interpolated from observed gravity values.
 EK0100
 EK0100;                    North         East    Units  Estimated Accuracy
 EK0100;SPC AR S     -   592,550.      182,440.      MT  (+/- 180 meters Scaled)
 EK0100
 EK0100                          SUPERSEDED SURVEY CONTROL
 EK0100
 EK0100  NGVD 29 (??/??/92)  328.424  (m)         1077.50   (f) ADJ UNCH    1 2
 EK0100
 EK0100.Superseded values are not recommended for survey control.
 EK0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0100.See file dsdata.txt to determine how the superseded data were derived.
 EK0100
 EK0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU744051(NAD 83)
 EK0100_MARKER: P = PIPE CAP
 EK0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0100
 EK0100  HISTORY     - Date     Condition        Report By
 EK0100  HISTORY     - UNK      MONUMENTED       USGS
 EK0100  HISTORY     - 1932     GOOD             NGS
 EK0100  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0100  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0100
 EK0100                          STATION DESCRIPTION
 EK0100
 EK0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0100'IN VANDERVOORT.
 EK0100'IN VANDERVOORT, AN IRON POST LOCATED 40 FEET SOUTH OF THE STATION
 EK0100'50 FEET EAST OF THE TRACKS.  BULLETIN 636, WHICH GIVES THE
 EK0100'DESCRIPTION OF THIS MARK, GIVES JANSSEN AS THE NAME OF THE TOWN,
 EK0100'BUT IT HAS SINCE BEEN CHANGED TO VANDERVOORT.
 EK0100
 EK0100                          STATION RECOVERY (1961)
 EK0100
 EK0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0100'MARK NOT FOUND.
 EK0100
 EK0100                          STATION RECOVERY (1985)
 EK0100
 EK0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0100'NOT RECOVERED, RAILROAD WORK IN AREA, PROBABLY TAKEN OUT WHEN THE
 EK0100'RAILROAD STATION WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1463 ***********************************************************************
 EJ1463  DESIGNATION -  1099 HS
 EJ1463  PID         -  EJ1463
 EJ1463  STATE/COUNTY-  AR/POLK
 EJ1463  USGS QUAD   -  BIG FORK (1980)
 EJ1463
 EJ1463                         *CURRENT SURVEY CONTROL
 EJ1463  ___________________________________________________________________
 EJ1463* NAD 83(1986)-  34 28 17.     (N)    093 57 30.     (W)     SCALED    
 EJ1463* NAVD 88     -       337.745  (meters)    1108.09   (feet)  ADJUSTED  
 EJ1463  ___________________________________________________________________
 EJ1463  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 EJ1463  DYNAMIC HT  -         337.388 (meters)    1106.91  (feet)  COMP
 EJ1463  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 EJ1463
 EJ1463  VERT ORDER  -  SECOND    CLASS 0
 EJ1463
 EJ1463.The horizontal coordinates were scaled from a topographic map and have
 EJ1463.an estimated accuracy of +/- 6 seconds.
 EJ1463
 EJ1463.The orthometric height was determined by differential leveling
 EJ1463.and adjusted by the National Geodetic Survey in June 1991..
 EJ1463
 EJ1463.The geoid height was determined by GEOID03.
 EJ1463
 EJ1463.The dynamic height is computed by dividing the NAVD 88
 EJ1463.geopotential number by the normal gravity value computed on the
 EJ1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1463.degrees latitude (g = 980.6199 gals.).
 EJ1463
 EJ1463.The modeled gravity was interpolated from observed gravity values.
 EJ1463
 EJ1463;                    North         East    Units  Estimated Accuracy
 EJ1463;SPC AR S     -   601,890.      220,110.      MT  (+/- 180 meters Scaled)
 EJ1463
 EJ1463                          SUPERSEDED SURVEY CONTROL
 EJ1463
 EJ1463  NGVD 29 (??/??/92)  337.674  (m)         1107.85   (f) ADJ UNCH    2 0
 EJ1463
 EJ1463.Superseded values are not recommended for survey control.
 EJ1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1463.See file dsdata.txt to determine how the superseded data were derived.
 EJ1463
 EJ1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU119148(NAD 83)
 EJ1463_MARKER: DD = SURVEY DISK
 EJ1463_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1463_SP_SET: SET IN ROCK OUTCROP
 EJ1463_STAMPING: 1099 H.S. 1909
 EJ1463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1463+STABILITY: POSITION/ELEVATION WELL
 EJ1463
 EJ1463  HISTORY     - Date     Condition        Report By
 EJ1463  HISTORY     - 1909     MONUMENTED       USGS
 EJ1463  HISTORY     - 1935     GOOD             NGS
 EJ1463  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1463
 EJ1463                          STATION DESCRIPTION
 EJ1463
 EJ1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1463'1.2 MI SE FROM BIG FORK.
 EJ1463'1.2 MILES SOUTHEAST OF, ALONG ST. HWY. 8, FROM BUTCHERKNIFE CREEK
 EJ1463'BRIDGE.  41 FEET SOUTHWEST OF HIGHWAY CENTERLINE.  38 FEET WEST OF
 EJ1463'NORTHWEST CORNER OF A CONCRETE BOX CULVERT 4 X 3 FT.  12.6 FEET
 EJ1463'SOUTHWEST OF PROPERTY LINE FENCE.  5 FEET ABOVE THE HIGHWAY SURFACE.
 EJ1463'TABLET SET IN A GRANITE OUTCROP.
 EJ1463
 EJ1463                          STATION RECOVERY (1961)
 EJ1463
 EJ1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0837 ***********************************************************************
 DK0837  DESIGNATION -  11 AR
 DK0837  PID         -  DK0837
 DK0837  STATE/COUNTY-  AR/DESHA
 DK0837  USGS QUAD   -  YANCOPIN (1972)
 DK0837
 DK0837                         *CURRENT SURVEY CONTROL
 DK0837  ___________________________________________________________________
 DK0837* NAD 83(1986)-  33 55 00.     (N)    091 14 20.     (W)     SCALED    
 DK0837* NAVD 88     -        46.093  (meters)     151.22   (feet)  ADJUSTED  
 DK0837  ___________________________________________________________________
 DK0837  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK0837  DYNAMIC HT  -          46.047 (meters)     151.07  (feet)  COMP
 DK0837  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 DK0837
 DK0837  VERT ORDER  -  SECOND    CLASS 0
 DK0837
 DK0837.The horizontal coordinates were scaled from a topographic map and have
 DK0837.an estimated accuracy of +/- 6 seconds.
 DK0837
 DK0837.The orthometric height was determined by differential leveling
 DK0837.and adjusted by the National Geodetic Survey in June 1991..
 DK0837
 DK0837.The geoid height was determined by GEOID03.
 DK0837
 DK0837.The dynamic height is computed by dividing the NAVD 88
 DK0837.geopotential number by the normal gravity value computed on the
 DK0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0837.degrees latitude (g = 980.6199 gals.).
 DK0837
 DK0837.The modeled gravity was interpolated from observed gravity values.
 DK0837
 DK0837;                    North         East    Units  Estimated Accuracy
 DK0837;SPC AR S     -   538,900.      470,380.      MT  (+/- 180 meters Scaled)
 DK0837
 DK0837                          SUPERSEDED SURVEY CONTROL
 DK0837
 DK0837  NGVD 29 (??/??/??)   46.213  (m)          151.62   (f) ADJUSTED    2 0
 DK0837
 DK0837.Superseded values are not recommended for survey control.
 DK0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0837.See file dsdata.txt to determine how the superseded data were derived.
 DK0837
 DK0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT628543(NAD 83)
 DK0837_MARKER: P = PIPE CAP
 DK0837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0837_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0837_STAMPING: 11 AR 1930 151
 DK0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0837
 DK0837  HISTORY     - Date     Condition        Report By
 DK0837  HISTORY     - 1930     MONUMENTED       DOD
 DK0837  HISTORY     - 1940     GOOD             CGS
 DK0837  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0837
 DK0837                          STATION DESCRIPTION
 DK0837
 DK0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DK0837'1.0 MI S FROM YANCOPIN.
 DK0837'TO REACH FROM YANCOPIN RR STATION PROCEED ALONG ROAD TOWARD WATSON, GO
 DK0837'1.0 MILE.  BENCH MARK IS ON THE HIGHWAY RIGHT-OF-WAY, 32 FEET AWAY
 DK0837'FROM THE TRACK (EAST) OF THE CENTER LINE OF THE ROAD, 110 FEET EAST
 DK0837'AND ACROSS ROAD FROM THE CENTER LINE OF THE TRACK, 6 1/2 POLES TOWARD
 DK0837'WATSON (SOUTH) AND ACROSS TRACKS AND HIGHWAY FROM MILEPOST NO. 385, 25
 DK0837'FEET TOWARD ROAD FROM THE NORTHWEST CORNER OF HOUSE, 10 FEET TOWARD
 DK0837'ROAD FROM FENCE LINE.
 DK0837
 DK0837                          STATION RECOVERY (1955)
 DK0837
 DK0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0348 ***********************************************************************
 FG0348  DESIGNATION -  11 B
 FG0348  PID         -  FG0348
 FG0348  STATE/COUNTY-  AR/CONWAY
 FG0348  USGS QUAD   -  SOLGOHACHIA (1990)
 FG0348
 FG0348                         *CURRENT SURVEY CONTROL
 FG0348  ___________________________________________________________________
 FG0348* NAD 83(1997)-  35 18 33.35335(N)    092 43 26.59209(W)     ADJUSTED  
 FG0348* NAVD 88     -       180.564  (meters)     592.40   (feet)  ADJUSTED  
 FG0348  ___________________________________________________________________
 FG0348  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 FG0348  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FG0348  DYNAMIC HT  -         180.394 (meters)     591.84  (feet)  COMP
 FG0348  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FG0348
 FG0348  HORZ ORDER  -  THIRD
 FG0348  VERT ORDER  -  SECOND    CLASS 0
 FG0348
 FG0348.The horizontal coordinates were established by classical geodetic methods
 FG0348.and adjusted by the National Geodetic Survey in September 1999..
 FG0348
 FG0348.The orthometric height was determined by differential leveling
 FG0348.and adjusted by the National Geodetic Survey in June 1991..
 FG0348
 FG0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0348
 FG0348.The geoid height was determined by GEOID03.
 FG0348
 FG0348.The dynamic height is computed by dividing the NAVD 88
 FG0348.geopotential number by the normal gravity value computed on the
 FG0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0348.degrees latitude (g = 980.6199 gals.).
 FG0348
 FG0348.The modeled gravity was interpolated from observed gravity values.
 FG0348
 FG0348;                    North         East     Units Scale Factor Converg.
 FG0348;SPC AR N     -   108,513.192   334,156.207   MT  0.99994739   -0 25 16.8
 FG0348;SPC AR N     -   356,013.70  1,096,310.82   sFT  0.99994739   -0 25 16.8
 FG0348;UTM  15      - 3,907,375.149   525,085.511   MT  0.99960775   +0 09 34.2
 FG0348
 FG0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0348!SPC AR N     -   0.99997613  x   0.99994739  =   0.99992352
 FG0348!UTM  15      -   0.99997613  x   0.99960775  =   0.99958389
 FG0348
 FG0348:                Primary Azimuth Mark                     Grid Az
 FG0348:SPC AR N     -  JENKINS                                  147 50 03.4
 FG0348:UTM  15      -  JENKINS                                  147 15 12.4
 FG0348
 FG0348|---------------------------------------------------------------------|
 FG0348| PID    Reference Object                     Distance      Geod. Az  |
 FG0348|                                                           dddmmss.s |
 FG0348| FG1734 JENKINS                             APPROX. 6.4 KM 1472446.6 |
 FG0348| FG1735 ST VINCENT ST MARYS CATH CH         APPROX. 1.4 KM 2191600.3 |
 FG0348| FG1736 11 C                                261.305 METERS 28949     |
 FG0348| FG0347 11 B AZ MK                                         3315313.2 |
 FG0348|---------------------------------------------------------------------|
 FG0348
 FG0348                          SUPERSEDED SURVEY CONTROL
 FG0348
 FG0348  NAD 83(1986)-  35 18 33.36851(N)    092 43 26.58692(W) AD(       ) 3
 FG0348  NGVD 29 (??/??/92)  180.56   (m)          592.4    (f) COMPUTED    2 0
 FG0348
 FG0348.Superseded values are not recommended for survey control.
 FG0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0348.See file dsdata.txt to determine how the superseded data were derived.
 FG0348
 FG0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2508607375(NAD 83)
 FG0348_MARKER: DD = SURVEY DISK
 FG0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0348_STAMPING: 11 B
 FG0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0348+STABILITY: SURFACE MOTION
 FG0348
 FG0348  HISTORY     - Date     Condition        Report By
 FG0348  HISTORY     - UNK      MONUMENTED       USAF
 FG0348  HISTORY     - 1962     GOOD             NGS
 FG0348
 FG0348                          STATION DESCRIPTION
 FG0348
 FG0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0348'11.8 MI N FROM MORRILTON.
 FG0348'11.4 MILES NORTH ALONG STATE HIGHWAY 95 FROM JUNCTION OF U.S. HIGHWAY
 FG0348'65 AND STATE HIGHWAY 95 AT MORRILTON, THENCE 0.4 MILE EAST ALONG A
 FG0348'TRACK ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE POST 18 INCHES IN
 FG0348'DIAMETER AND ABOUT 5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0347 ***********************************************************************
 FG0347  DESIGNATION -  11 B AZ MK
 FG0347  PID         -  FG0347
 FG0347  STATE/COUNTY-  AR/CONWAY
 FG0347  USGS QUAD   -  SOLGOHACHIA (1990)
 FG0347
 FG0347                         *CURRENT SURVEY CONTROL
 FG0347  ___________________________________________________________________
 FG0347* NAD 83(1986)-  35 18 35.     (N)    092 43 36.     (W)     SCALED    
 FG0347* NAVD 88     -       191.231  (meters)     627.40   (feet)  ADJUSTED  
 FG0347  ___________________________________________________________________
 FG0347  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FG0347  DYNAMIC HT  -         191.051 (meters)     626.81  (feet)  COMP
 FG0347  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FG0347
 FG0347  VERT ORDER  -  SECOND    CLASS 0
 FG0347
 FG0347.The horizontal coordinates were scaled from a topographic map and have
 FG0347.an estimated accuracy of +/- 6 seconds.
 FG0347
 FG0347.The orthometric height was determined by differential leveling
 FG0347.and adjusted by the National Geodetic Survey in June 1991..
 FG0347
 FG0347.The geoid height was determined by GEOID03.
 FG0347
 FG0347.The dynamic height is computed by dividing the NAVD 88
 FG0347.geopotential number by the normal gravity value computed on the
 FG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0347.degrees latitude (g = 980.6199 gals.).
 FG0347
 FG0347.The modeled gravity was interpolated from observed gravity values.
 FG0347
 FG0347;                    North         East    Units  Estimated Accuracy
 FG0347;SPC AR N     -   108,570.      333,920.      MT  (+/- 180 meters Scaled)
 FG0347
 FG0347                          SUPERSEDED SURVEY CONTROL
 FG0347
 FG0347  NGVD 29 (??/??/92)  191.23   (m)          627.4    (f) COMPUTED    2 0
 FG0347
 FG0347.Superseded values are not recommended for survey control.
 FG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0347.See file dsdata.txt to determine how the superseded data were derived.
 FG0347
 FG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV248074(NAD 83)
 FG0347_MARKER: DZ = AZIMUTH MARK DISK
 FG0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0347_STAMPING: 11 B 1962
 FG0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0347+STABILITY: SURFACE MOTION
 FG0347
 FG0347  HISTORY     - Date     Condition        Report By
 FG0347  HISTORY     - 1962     MONUMENTED       CGS
 FG0347
 FG0347                          STATION DESCRIPTION
 FG0347
 FG0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0347'11.75 MI N FROM MORRILTON.
 FG0347'11.5 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FG0347'HIGHWAY 65 AND STATE HIGHWAY 95 AT MORRILTON, THENCE 0.25 MILE EAST
 FG0347'ALONG A TRACK ROAD, 2.5 FEET SOUTH OF A FENCE, 2 FEET WEST OF A METAL
 FG0347'WITNESS POST, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES
 FG0347'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1804 ***********************************************************************
 FF1804  DESIGNATION -  11 M
 FF1804  PID         -  FF1804
 FF1804  STATE/COUNTY-  AR/INDEPENDENCE
 FF1804  USGS QUAD   -  CHARLOTTE (1981)
 FF1804
 FF1804                         *CURRENT SURVEY CONTROL
 FF1804  ___________________________________________________________________
 FF1804* NAD 83(1997)-  35 46 31.00385(N)    091 29 32.39515(W)     ADJUSTED  
 FF1804* NAVD 88     -       167.74   (+/-2cm)     550.3    (feet)  VERTCON   
 FF1804  ___________________________________________________________________
 FF1804  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FF1804  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF1804
 FF1804  HORZ ORDER  -  THIRD
 FF1804  VERT ORDER  -  THIRD ? (See Below)
 FF1804
 FF1804.The horizontal coordinates were established by classical geodetic methods
 FF1804.and adjusted by the National Geodetic Survey in September 1999..
 FF1804.No horizontal observational check was made to the station.
 FF1804
 FF1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1804.The vertical order pertains to the NGVD 29 superseded value.
 FF1804
 FF1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1804
 FF1804.The geoid height was determined by GEOID03.
 FF1804
 FF1804;                    North         East     Units Scale Factor Converg.
 FF1804;SPC AR N     -   160,090.778   445,899.839   MT  0.99994147   +0 17 43.5
 FF1804;SPC AR N     -   525,231.16  1,462,923.06   sFT  0.99994147   +0 17 43.5
 FF1804;UTM  15      - 3,960,072.354   636,272.015   MT  0.99982883   +0 52 53.5
 FF1804
 FF1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1804!SPC AR N     -   0.99997801  x   0.99994147  =   0.99991948
 FF1804!UTM  15      -   0.99997801  x   0.99982883  =   0.99980684
 FF1804
 FF1804                          SUPERSEDED SURVEY CONTROL
 FF1804
 FF1804  NAD 83(1997)-  35 46 31.01419(N)    091 29 32.39519(W) AD(       ) 3
 FF1804  NAD 83(1986)-  35 46 31.01524(N)    091 29 32.39495(W) AD(       ) 3
 FF1804  NAD 27      -  35 46 30.74220(N)    091 29 31.91010(W) AD(       ) 3
 FF1804  NGVD 29 (07/19/86)  167.66   (m)          550.1    (f) LEVELING    3  
 FF1804
 FF1804.Superseded values are not recommended for survey control.
 FF1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1804.See file dsdata.txt to determine how the superseded data were derived.
 FF1804
 FF1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3627260072(NAD 83)
 FF1804_MARKER: DB = BENCH MARK DISK
 FF1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1804+STABILITY: SURFACE MOTION
 FF1804
 FF1804  HISTORY     - Date     Condition        Report By
 FF1804  HISTORY     - 1954     MONUMENTED       USGS
 FF1804
 FF1804                          STATION DESCRIPTION
 FF1804
 FF1804'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (JCM)
 FF1804'THE STATION IS ON THE PROPERTY OF MR. HAYDEN SANDERS, ABOUT
 FF1804'9-1/2 MILES EAST OF BATESVILLE, 2 MILES NORTH-NORTHEAST OF
 FF1804'SULPHUR ROCK, 51 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 FF1804'ROAD, 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SANDERS
 FF1804'FARM HOME AND 8 FEET SOUTH OF A 24-INCH OAK TREE.  IT IS A
 FF1804'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE
 FF1804'TOP OF A 6 X 6 INCH CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 FF1804'DISK IS STAMPED 11 M 1942.  A TRAVERSE WAS MADE FROM
 FF1804'TRIANGULATION STATION SULPHUR AND THE DISTANCE WAS FOUND TO BE
 FF1804'241.42 FEET OR (73.585 METERS) WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1384 ***********************************************************************
 EH1384  DESIGNATION -  11 W
 EH1384  PID         -  EH1384
 EH1384  STATE/COUNTY-  AR/ARKANSAS
 EH1384  USGS QUAD   -  DE WITT (1968)
 EH1384
 EH1384                         *CURRENT SURVEY CONTROL
 EH1384  ___________________________________________________________________
 EH1384* NAD 83(1986)-  34 17 43.     (N)    091 20 07.     (W)     SCALED    
 EH1384* NAVD 88     -        57.466  (meters)     188.54   (feet)  ADJUSTED  
 EH1384  ___________________________________________________________________
 EH1384  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH1384  DYNAMIC HT  -          57.410 (meters)     188.35  (feet)  COMP
 EH1384  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EH1384
 EH1384  VERT ORDER  -  FIRST     CLASS II
 EH1384
 EH1384.The horizontal coordinates were scaled from a topographic map and have
 EH1384.an estimated accuracy of +/- 6 seconds.
 EH1384
 EH1384.The orthometric height was determined by differential leveling
 EH1384.and adjusted by the National Geodetic Survey in August 1993..
 EH1384.WARNING-Repeat measurements at this control monument indicate possible
 EH1384.vertical movement.
 EH1384
 EH1384.The geoid height was determined by GEOID03.
 EH1384
 EH1384.The dynamic height is computed by dividing the NAVD 88
 EH1384.geopotential number by the normal gravity value computed on the
 EH1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1384.degrees latitude (g = 980.6199 gals.).
 EH1384
 EH1384.The modeled gravity was interpolated from observed gravity values.
 EH1384
 EH1384;                    North         East    Units  Estimated Accuracy
 EH1384;SPC AR S     -   580,830.      461,190.      MT  (+/- 180 meters Scaled)
 EH1384
 EH1384                          SUPERSEDED SURVEY CONTROL
 EH1384
 EH1384  NAVD 88 (06/15/91)   57.423  (m)          188.40   (f) UNKNOWN     1 2
 EH1384  NGVD 29 (??/??/??)   57.490  (m)          188.62   (f) ADJUSTED    1 2
 EH1384
 EH1384.Superseded values are not recommended for survey control.
 EH1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1384.See file dsdata.txt to determine how the superseded data were derived.
 EH1384
 EH1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT532961(NAD 83)
 EH1384_MARKER: DD = SURVEY DISK
 EH1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1384_STAMPING: 11 W 1928
 EH1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1384+STABILITY: SURFACE MOTION
 EH1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1384+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1384
 EH1384  HISTORY     - Date     Condition        Report By
 EH1384  HISTORY     - 1928     MONUMENTED       USGS
 EH1384  HISTORY     - 1954     GOOD             CGS
 EH1384  HISTORY     - 1976     GOOD             NGS
 EH1384  HISTORY     - 20030414 GOOD             USACE
 EH1384
 EH1384                          STATION DESCRIPTION
 EH1384
 EH1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1384'IN DEWITT.
 EH1384'AT DEWITT, AT THE WEST EDGE OF THE COURTHOUSE LAWN, 97 FEET WEST OF
 EH1384'THE WEST ENTRANCE TO THE COURTHOUSE, 4.4 FEET EAST OF THE EAST CURB OF
 EH1384'A NORTH AND SOUTH STREET, 2.2 FEET NORTH OF THE NORTH EDGE OF A
 EH1384'SIDEWALK LEADING TO THE COURTHOUSE, SET IN THE TOP OF A CONCRETE POST
 EH1384'WHICH IS FLUSH WITH THE GROUND.
 EH1384
 EH1384                          STATION RECOVERY (1976)
 EH1384
 EH1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1384'RECOVERED IN GOOD CONDITION.
 EH1384
 EH1384                          STATION RECOVERY (2003)
 EH1384
 EH1384'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1384'MARK WAS FOUND IN FLOWER BED. HAS BEEN SCRAPED, BUT SEEMS TO BE VERY
 EH1384'STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0423 ***********************************************************************
 EJ0423  DESIGNATION -  111
 EJ0423  PID         -  EJ0423
 EJ0423  STATE/COUNTY-  AR/PULASKI
 EJ0423  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0423
 EJ0423                         *CURRENT SURVEY CONTROL
 EJ0423  ___________________________________________________________________
 EJ0423* NAD 83(1986)-  34 49 03.     (N)    092 15 56.     (W)     SCALED    
 EJ0423* NAVD 88     -       148.863  (meters)     488.39   (feet)  POSTED    
 EJ0423  ___________________________________________________________________
 EJ0423  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ0423  DYNAMIC HT  -         148.720 (meters)     487.93  (feet)  COMP
 EJ0423  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 EJ0423
 EJ0423  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0423
 EJ0423.The horizontal coordinates were scaled from a topographic map and have
 EJ0423.an estimated accuracy of +/- 6 seconds.
 EJ0423
 EJ0423.The orthometric height was determined by differential leveling
 EJ0423.and adjusted by the National Geodetic Survey in 1992..
 EJ0423.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0423.rate of 0.0 thru 1.0 mm/km.
 EJ0423
 EJ0423.The geoid height was determined by GEOID03.
 EJ0423
 EJ0423.The dynamic height is computed by dividing the NAVD 88
 EJ0423.geopotential number by the normal gravity value computed on the
 EJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0423.degrees latitude (g = 980.6199 gals.).
 EJ0423
 EJ0423.The modeled gravity was interpolated from observed gravity values.
 EJ0423
 EJ0423;                    North         East    Units  Estimated Accuracy
 EJ0423;SPC AR S     -   638,600.      375,700.      MT  (+/- 180 meters Scaled)
 EJ0423
 EJ0423                          SUPERSEDED SURVEY CONTROL
 EJ0423
 EJ0423  NGVD 29 (??/??/92)  148.915  (m)          488.57   (f) ADJ UNCH    2 0
 EJ0423
 EJ0423.Superseded values are not recommended for survey control.
 EJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0423.See file dsdata.txt to determine how the superseded data were derived.
 EJ0423
 EJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU671530(NAD 83)
 EJ0423_MARKER: DD = SURVEY DISK
 EJ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0423_STAMPING: 111 1934
 EJ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0423+STABILITY: SURFACE MOTION
 EJ0423
 EJ0423  HISTORY     - Date     Condition        Report By
 EJ0423  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0423  HISTORY     - 1955     GOOD             NGS
 EJ0423  HISTORY     - 198506   MARK NOT FOUND   USGS
 EJ0423
 EJ0423                          STATION DESCRIPTION
 EJ0423
 EJ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0423'2.25 MI N FROM LEVY.
 EJ0423'1.8 MILES NORTH ALONG STATE HIGHWAY 176 FROM THE BAPTIST CHURCH AT
 EJ0423'LEVY, THENCE 0.45 MILE NORTH ALONG AN OILED ROAD, ON TOP OF A HILL, 78
 EJ0423'YARDS SOUTH OF THE CENTER OF A RAILROAD CROSSING, 61 FEET SOUTH OF THE
 EJ0423'CENTER LINE OF AN OLD ROAD, 39.6 FEET SOUTH OF A POWER POLE, 37.5 FEET
 EJ0423'EAST OF THE CENTER LINE OF AN OILED ROAD, 10 FEET ABOVE THE LEVEL OF
 EJ0423'THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 EJ0423'ABOVE THE GROUND.
 EJ0423
 EJ0423                          STATION RECOVERY (1985)
 EJ0423
 EJ0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1756 ***********************************************************************
 EH1756  DESIGNATION -  11/12
 EH1756  PID         -  EH1756
 EH1756  STATE/COUNTY-  AR/JEFFERSON
 EH1756  USGS QUAD   -  MOSCOW (1971)
 EH1756
 EH1756                         *CURRENT SURVEY CONTROL
 EH1756  ___________________________________________________________________
 EH1756* NAD 83(1986)-  34 14 44.     (N)    091 51 17.     (W)     SCALED    
 EH1756* NAVD 88     -        61.377  (meters)     201.37   (feet)  ADJUSTED  
 EH1756  ___________________________________________________________________
 EH1756  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1756  DYNAMIC HT  -          61.317 (meters)     201.17  (feet)  COMP
 EH1756  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 EH1756
 EH1756  VERT ORDER  -  SECOND    CLASS 0
 EH1756
 EH1756.The horizontal coordinates were scaled from a topographic map and have
 EH1756.an estimated accuracy of +/- 6 seconds.
 EH1756
 EH1756.The orthometric height was determined by differential leveling
 EH1756.and adjusted by the National Geodetic Survey in August 1993..
 EH1756
 EH1756.The geoid height was determined by GEOID03.
 EH1756
 EH1756.The dynamic height is computed by dividing the NAVD 88
 EH1756.geopotential number by the normal gravity value computed on the
 EH1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1756.degrees latitude (g = 980.6199 gals.).
 EH1756
 EH1756.The modeled gravity was interpolated from observed gravity values.
 EH1756
 EH1756;                    North         East    Units  Estimated Accuracy
 EH1756;SPC AR S     -   575,130.      413,380.      MT  (+/- 180 meters Scaled)
 EH1756
 EH1756                          SUPERSEDED SURVEY CONTROL
 EH1756
 EH1756  NAVD 88 (06/15/91)   61.383  (m)          201.39   (f) UNKNOWN     2 0
 EH1756  NGVD 29 (??/??/??)   61.415  (m)          201.49   (f) ADJUSTED    2 0
 EH1756
 EH1756.Superseded values are not recommended for survey control.
 EH1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1756.See file dsdata.txt to determine how the superseded data were derived.
 EH1756
 EH1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT054899(NAD 83)
 EH1756_MARKER: P = PIPE CAP
 EH1756_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1756_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1756_STAMPING: B M 11/12
 EH1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1756
 EH1756  HISTORY     - Date     Condition        Report By
 EH1756  HISTORY     - UNK      MONUMENTED       DOD
 EH1756  HISTORY     - 1940     GOOD             CGS
 EH1756  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1756
 EH1756                          STATION DESCRIPTION
 EH1756
 EH1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1756'0.3 MI W FROM LAKE DICK.
 EH1756'0.3 MILE WEST ALONG A COUNTY ROAD FROM LAKE DICK, JEFFERSON COUNTY,
 EH1756'0.6 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO THE LEVEE, 72 FEET
 EH1756'NORTHEAST OF CONCRETE MILEPOST 11/12, 180 YARDS SOUTHEAST OF THE
 EH1756'GRAVEL ROAD, 82 FEET NORTHWEST OF THE CENTERLINE OF THE LEVEE ROAD,
 EH1756'AND 3 FEET SOUTHWEST OF A FENCE.  A STANDARD CAP, STAMPED B M 11/12
 EH1756'AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES ABOVE
 EH1756'GROUND.
 EH1756
 EH1756                          STATION RECOVERY (2003)
 EH1756
 EH1756'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1757 ***********************************************************************
 EH1757  DESIGNATION -  11/12 REF
 EH1757  PID         -  EH1757
 EH1757  STATE/COUNTY-  AR/JEFFERSON
 EH1757  USGS QUAD   -  MOSCOW (1971)
 EH1757
 EH1757                         *CURRENT SURVEY CONTROL
 EH1757  ___________________________________________________________________
 EH1757* NAD 83(1986)-  34 14 49.     (N)    091 51 21.     (W)     SCALED    
 EH1757* NAVD 88     -        61.092  (meters)     200.43   (feet)  ADJUSTED  
 EH1757  ___________________________________________________________________
 EH1757  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1757  DYNAMIC HT  -          61.033 (meters)     200.24  (feet)  COMP
 EH1757  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 EH1757
 EH1757  VERT ORDER  -  SECOND    CLASS 0
 EH1757
 EH1757.The horizontal coordinates were scaled from a topographic map and have
 EH1757.an estimated accuracy of +/- 6 seconds.
 EH1757
 EH1757.The orthometric height was determined by differential leveling
 EH1757.and adjusted by the National Geodetic Survey in August 1993..
 EH1757
 EH1757.The geoid height was determined by GEOID03.
 EH1757
 EH1757.The dynamic height is computed by dividing the NAVD 88
 EH1757.geopotential number by the normal gravity value computed on the
 EH1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1757.degrees latitude (g = 980.6199 gals.).
 EH1757
 EH1757.The modeled gravity was interpolated from observed gravity values.
 EH1757
 EH1757;                    North         East    Units  Estimated Accuracy
 EH1757;SPC AR S     -   575,280.      413,280.      MT  (+/- 180 meters Scaled)
 EH1757
 EH1757                          SUPERSEDED SURVEY CONTROL
 EH1757
 EH1757  NAVD 88 (06/15/91)   61.099  (m)          200.46   (f) UNKNOWN     2 0
 EH1757  NGVD 29 (??/??/??)   61.130  (m)          200.56   (f) ADJUSTED    2 0
 EH1757
 EH1757.Superseded values are not recommended for survey control.
 EH1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1757.See file dsdata.txt to determine how the superseded data were derived.
 EH1757
 EH1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT053901(NAD 83)
 EH1757_MARKER: P = PIPE CAP
 EH1757_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1757_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1757_STAMPING: B M REF 11/12
 EH1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1757
 EH1757  HISTORY     - Date     Condition        Report By
 EH1757  HISTORY     - UNK      MONUMENTED       DOD
 EH1757  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1757
 EH1757                          STATION DESCRIPTION
 EH1757
 EH1757'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EH1757'0.3 MI W FROM LAKE DICK.
 EH1757'0.3 MILE WEST ALONG A COUNTY ROAD FROM LAKE DICK, JEFFERSON COUNTY,
 EH1757'0.6 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO THE LEVEE, 200 YARDS
 EH1757'NORTH OF CONCRETE MILEPOST 11/12, 63 YARDS NORTHEAST OF THE CENTERLINE
 EH1757'OF THE LEVEE ROAD, 70 FEET EAST OF A WIRE FENCE, 43 FEET NORTH OF THE
 EH1757'CENTERLINE OF THE GRAVEL ROAD, AND 4.5 FEET SOUTHWEST OF A 15-INCH
 EH1757'TREE WITH T B M REF 11/12 MARKED IN ITS ROOT.  A STANDARD CAP, STAMPED
 EH1757'B M REF 11/12 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 EH1757'10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0421 ***********************************************************************
 EJ0421  DESIGNATION -  112
 EJ0421  PID         -  EJ0421
 EJ0421  STATE/COUNTY-  AR/PULASKI
 EJ0421  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0421
 EJ0421                         *CURRENT SURVEY CONTROL
 EJ0421  ___________________________________________________________________
 EJ0421* NAD 83(1986)-  34 50 23.     (N)    092 15 36.     (W)     SCALED    
 EJ0421* NAVD 88     -       172.628  (meters)     566.36   (feet)  POSTED    
 EJ0421  ___________________________________________________________________
 EJ0421  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EJ0421  DYNAMIC HT  -         172.470 (meters)     565.85  (feet)  COMP
 EJ0421  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 EJ0421
 EJ0421  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0421
 EJ0421.The horizontal coordinates were scaled from a topographic map and have
 EJ0421.an estimated accuracy of +/- 6 seconds.
 EJ0421
 EJ0421.The orthometric height was determined by differential leveling
 EJ0421.and adjusted by the National Geodetic Survey in 1992..
 EJ0421.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0421.rate of 0.0 thru 1.0 mm/km.
 EJ0421
 EJ0421.The geoid height was determined by GEOID03.
 EJ0421
 EJ0421.The dynamic height is computed by dividing the NAVD 88
 EJ0421.geopotential number by the normal gravity value computed on the
 EJ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0421.degrees latitude (g = 980.6199 gals.).
 EJ0421
 EJ0421.The modeled gravity was interpolated from observed gravity values.
 EJ0421
 EJ0421;                    North         East    Units  Estimated Accuracy
 EJ0421;SPC AR S     -   641,060.      376,220.      MT  (+/- 180 meters Scaled)
 EJ0421
 EJ0421                          SUPERSEDED SURVEY CONTROL
 EJ0421
 EJ0421  NGVD 29 (??/??/92)  172.675  (m)          566.52   (f) ADJ UNCH    2 0
 EJ0421
 EJ0421.Superseded values are not recommended for survey control.
 EJ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0421.See file dsdata.txt to determine how the superseded data were derived.
 EJ0421
 EJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU676555(NAD 83)
 EJ0421_MARKER: DD = SURVEY DISK
 EJ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0421_STAMPING: 112 1934
 EJ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0421+STABILITY: SURFACE MOTION
 EJ0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0421+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 EJ0421
 EJ0421  HISTORY     - Date     Condition        Report By
 EJ0421  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0421  HISTORY     - 1955     MARK NOT FOUND   NGS
 EJ0421  HISTORY     - 198506   MARK NOT FOUND   USGS
 EJ0421  HISTORY     - 20050620 GOOD             USPSQD
 EJ0421
 EJ0421                          STATION DESCRIPTION
 EJ0421
 EJ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0421'4.0 MI N FROM LEVY.
 EJ0421'4 MILES NORTH ALONG REMOUNT ROAD FROM LEVY, PULASKI COUNTY, AT THE END
 EJ0421'OF THE BLACK-TOP PAVEMENT, 111 FEET NORTHEAST OF THE NORTHEAST CORNER
 EJ0421'OF A CHURCH, 77 FEET WEST OF THE SOUTHWEST CORNER OF A STORE, 38 FEET
 EJ0421'WEST OF THE CENTERLINE OF THE ROAD, AND 54 FEET NORTH OF A 24-INCH GUM
 EJ0421'TREE.  A COPPER DISK, STAMPED 112 1934 AND SET IN THE TOP OF A
 EJ0421'CONCRETE POST.
 EJ0421
 EJ0421                          STATION RECOVERY (1985)
 EJ0421
 EJ0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0421'MARK NOT FOUND.
 EJ0421
 EJ0421                          STATION RECOVERY (2005)
 EJ0421
 EJ0421'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 EJ0421'THE BUILDING IS NOW THE CITY HALL FOR THE CITY OF CHICKASHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0369 ***********************************************************************
 GF0369  DESIGNATION -  1134
 GF0369  PID         -  GF0369
 GF0369  STATE/COUNTY-  AR/NEWTON
 GF0369  USGS QUAD   -  JASPER (1975)
 GF0369
 GF0369                         *CURRENT SURVEY CONTROL
 GF0369  ___________________________________________________________________
 GF0369* NAD 83(1986)-  36 03 08.     (N)    093 08 46.     (W)     SCALED    
 GF0369* NAVD 88     -       345.089  (meters)    1132.18   (feet)  ADJUSTED  
 GF0369  ___________________________________________________________________
 GF0369  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0369  DYNAMIC HT  -         344.778 (meters)    1131.16  (feet)  COMP
 GF0369  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 GF0369
 GF0369  VERT ORDER  -  SECOND    CLASS 0
 GF0369
 GF0369.The horizontal coordinates were scaled from a topographic map and have
 GF0369.an estimated accuracy of +/- 6 seconds.
 GF0369
 GF0369.The orthometric height was determined by differential leveling
 GF0369.and adjusted by the National Geodetic Survey in June 1991..
 GF0369
 GF0369.The geoid height was determined by GEOID03.
 GF0369
 GF0369.The dynamic height is computed by dividing the NAVD 88
 GF0369.geopotential number by the normal gravity value computed on the
 GF0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0369.degrees latitude (g = 980.6199 gals.).
 GF0369
 GF0369.The modeled gravity was interpolated from observed gravity values.
 GF0369
 GF0369;                    North         East    Units  Estimated Accuracy
 GF0369;SPC AR N     -   191,300.      296,740.      MT  (+/- 180 meters Scaled)
 GF0369
 GF0369                          SUPERSEDED SURVEY CONTROL
 GF0369
 GF0369  NGVD 29 (??/??/92)  344.986  (m)         1131.84   (f) ADJ UNCH    2 0
 GF0369
 GF0369.Superseded values are not recommended for survey control.
 GF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0369.See file dsdata.txt to determine how the superseded data were derived.
 GF0369
 GF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV868897(NAD 83)
 GF0369_MARKER: N = NAIL
 GF0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0369_SP_SET: OAK TREE
 GF0369_STAMPING: ASHC 1134
 GF0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0369
 GF0369  HISTORY     - Date     Condition        Report By
 GF0369  HISTORY     - UNK      MONUMENTED       ARHD
 GF0369  HISTORY     - 1935     GOOD             NGS
 GF0369
 GF0369                          STATION DESCRIPTION
 GF0369
 GF0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0369'5 MI N FROM JASPER.
 GF0369'ABOUT 5 MILES NORTH OF JASPER, ALONG ST. HWY. 7, AT PARADISE
 GF0369'CAMP, 84 FT. SOUTHWEST OF SOUTHWEST CORNER OF CABIN SUITSME,
 GF0369'60.5 SOUTHEAST OF SOUTHEAST CORNER OF CAMP GROUND LIGHT PLANT
 GF0369'BUILDING, 36.5 FEET SOUTH OF LIGHT LINE POLE, 22 FT. EAST OF
 GF0369'CENTERLINE OF ST. HWY. 7, NAIL IN BASE OF OAK TREE 4.5 FT.
 GF0369'IN DIAMETER AT BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0104 ***********************************************************************
 EK0104  DESIGNATION -  1135
 EK0104  PID         -  EK0104
 EK0104  STATE/COUNTY-  AR/POLK
 EK0104  USGS QUAD   -  WICKES (1985)
 EK0104
 EK0104                         *CURRENT SURVEY CONTROL
 EK0104  ___________________________________________________________________
 EK0104* NAD 83(1986)-  34 20 46.     (N)    094 22 09.     (W)     SCALED    
 EK0104* NAVD 88     -       346.415  (meters)    1136.53   (feet)  ADJUSTED  
 EK0104  ___________________________________________________________________
 EK0104  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 EK0104  DYNAMIC HT  -         346.046 (meters)    1135.32  (feet)  COMP
 EK0104  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 EK0104
 EK0104  VERT ORDER  -  FIRST     CLASS II
 EK0104
 EK0104.The horizontal coordinates were scaled from a topographic map and have
 EK0104.an estimated accuracy of +/- 6 seconds.
 EK0104
 EK0104.The orthometric height was determined by differential leveling
 EK0104.and adjusted by the National Geodetic Survey in June 1991..
 EK0104
 EK0104.The geoid height was determined by GEOID03.
 EK0104
 EK0104.The dynamic height is computed by dividing the NAVD 88
 EK0104.geopotential number by the normal gravity value computed on the
 EK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0104.degrees latitude (g = 980.6199 gals.).
 EK0104
 EK0104.The modeled gravity was interpolated from observed gravity values.
 EK0104
 EK0104;                    North         East    Units  Estimated Accuracy
 EK0104;SPC AR S     -   588,800.      182,050.      MT  (+/- 180 meters Scaled)
 EK0104
 EK0104                          SUPERSEDED SURVEY CONTROL
 EK0104
 EK0104  NGVD 29 (??/??/92)  346.349  (m)         1136.31   (f) ADJ UNCH    1 2
 EK0104
 EK0104.Superseded values are not recommended for survey control.
 EK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0104.See file dsdata.txt to determine how the superseded data were derived.
 EK0104
 EK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU740013(NAD 83)
 EK0104_MARKER: P = PIPE CAP
 EK0104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0104_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0104_STAMPING: 1135 1908
 EK0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0104
 EK0104  HISTORY     - Date     Condition        Report By
 EK0104  HISTORY     - 1908     MONUMENTED       USGS
 EK0104  HISTORY     - 1932     GOOD             NGS
 EK0104  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0104  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0104
 EK0104                          STATION DESCRIPTION
 EK0104
 EK0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0104'0.7 MI S FROM HATTON.
 EK0104'0.7 MILES SOUTH BY RAILROAD, LOCATED AT A COUNTRY ROAD CROSSING
 EK0104'0.7 MILE SOUTH OF HATTON, IN THE SOUTHEAST CORNER OF THE INTERSECTION,
 EK0104'30 FEET EAST OF THE TRACKS.
 EK0104
 EK0104                          STATION RECOVERY (1961)
 EK0104
 EK0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0104'MARK NOT FOUND.
 EK0104
 EK0104                          STATION RECOVERY (1985)
 EK0104
 EK0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0104'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD MAINTENANCE EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0313 ***********************************************************************
 GF0313  DESIGNATION -  1139
 GF0313  PID         -  GF0313
 GF0313  STATE/COUNTY-  AR/BOONE
 GF0313  USGS QUAD   -  ALPENA (1972)
 GF0313
 GF0313                         *CURRENT SURVEY CONTROL
 GF0313  ___________________________________________________________________
 GF0313* NAD 83(1986)-  36 17 41.     (N)    093 17 32.     (W)     SCALED    
 GF0313* NAVD 88     -       346.374  (meters)    1136.40   (feet)  ADJUSTED  
 GF0313  ___________________________________________________________________
 GF0313  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GF0313  DYNAMIC HT  -         346.068 (meters)    1135.39  (feet)  COMP
 GF0313  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 GF0313
 GF0313  VERT ORDER  -  FIRST     CLASS II
 GF0313
 GF0313.The horizontal coordinates were scaled from a topographic map and have
 GF0313.an estimated accuracy of +/- 6 seconds.
 GF0313
 GF0313.The orthometric height was determined by differential leveling
 GF0313.and adjusted by the National Geodetic Survey in June 1991..
 GF0313.WARNING-Repeat measurements at this control monument indicate possible
 GF0313.vertical movement.
 GF0313
 GF0313.The geoid height was determined by GEOID03.
 GF0313
 GF0313.The dynamic height is computed by dividing the NAVD 88
 GF0313.geopotential number by the normal gravity value computed on the
 GF0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0313.degrees latitude (g = 980.6199 gals.).
 GF0313
 GF0313.The modeled gravity was interpolated from observed gravity values.
 GF0313
 GF0313;                    North         East    Units  Estimated Accuracy
 GF0313;SPC AR N     -   218,370.      283,930.      MT  (+/- 180 meters Scaled)
 GF0313
 GF0313                          SUPERSEDED SURVEY CONTROL
 GF0313
 GF0313  NGVD 29 (??/??/92)  346.257  (m)         1136.01   (f) ADJ UNCH    1 2
 GF0313
 GF0313.Superseded values are not recommended for survey control.
 GF0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0313.See file dsdata.txt to determine how the superseded data were derived.
 GF0313
 GF0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA737166(NAD 83)
 GF0313_MARKER: P = PIPE CAP
 GF0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GF0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GF0313_STAMPING: ELEV.1139 FT VL
 GF0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0313
 GF0313  HISTORY     - Date     Condition        Report By
 GF0313  HISTORY     - UNK      MONUMENTED       USGS
 GF0313  HISTORY     - 1935     GOOD             NGS
 GF0313
 GF0313                          STATION DESCRIPTION
 GF0313
 GF0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0313'AT ALPENA.
 GF0313'AT ALPENA, 27 FEET WEST OF SOUTHWEST CORNER OF MISSOURI AND
 GF0313'NORTH ARKANSAS RY. STATION PLATFORM, 22.5 FEET SOUTH OF CENTERLINE
 GF0313'OF MAIN TRACK, IRON PIPE WITH BRONZE CAP STAMPED ELEV. 1139
 GF0313'FT. VL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0191 ***********************************************************************
 EK0191  DESIGNATION -  1185
 EK0191  PID         -  EK0191
 EK0191  STATE/COUNTY-  AR/POLK
 EK0191  USGS QUAD   -  VANDERVOORT (1984)
 EK0191
 EK0191                         *CURRENT SURVEY CONTROL
 EK0191  ___________________________________________________________________
 EK0191* NAD 83(1986)-  34 29 12.     (N)    094 18 14.     (W)     SCALED    
 EK0191* NAVD 88     -       361.576  (meters)    1186.27   (feet)  ADJUSTED  
 EK0191  ___________________________________________________________________
 EK0191  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 EK0191  DYNAMIC HT  -         361.184 (meters)    1184.98  (feet)  COMP
 EK0191  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 EK0191
 EK0191  VERT ORDER  -  SECOND    CLASS 0
 EK0191
 EK0191.The horizontal coordinates were scaled from a topographic map and have
 EK0191.an estimated accuracy of +/- 6 seconds.
 EK0191
 EK0191.The orthometric height was determined by differential leveling
 EK0191.and adjusted by the National Geodetic Survey in June 1991..
 EK0191
 EK0191.The geoid height was determined by GEOID03.
 EK0191
 EK0191.The dynamic height is computed by dividing the NAVD 88
 EK0191.geopotential number by the normal gravity value computed on the
 EK0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0191.degrees latitude (g = 980.6199 gals.).
 EK0191
 EK0191.The modeled gravity was interpolated from observed gravity values.
 EK0191
 EK0191;                    North         East    Units  Estimated Accuracy
 EK0191;SPC AR S     -   604,240.      188,410.      MT  (+/- 180 meters Scaled)
 EK0191
 EK0191                          SUPERSEDED SURVEY CONTROL
 EK0191
 EK0191  NGVD 29 (??/??/92)  361.490  (m)         1185.99   (f) ADJ UNCH    2 0
 EK0191
 EK0191.Superseded values are not recommended for survey control.
 EK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0191.See file dsdata.txt to determine how the superseded data were derived.
 EK0191
 EK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU802168(NAD 83)
 EK0191_MARKER: P = PIPE CAP
 EK0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0191_STAMPING: 1185-1908
 EK0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0191
 EK0191  HISTORY     - Date     Condition        Report By
 EK0191  HISTORY     - 1908     MONUMENTED       USGS
 EK0191  HISTORY     - 1935     GOOD             NGS
 EK0191  HISTORY     - 1961     GOOD             NGS
 EK0191
 EK0191                          STATION DESCRIPTION
 EK0191
 EK0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0191'4.9 MI E FROM HATFIELD.
 EK0191'4.9 MILES EAST OF, ALONG HATFIELD - CAMP WILDER ROAD, FROM
 EK0191'K. C. S. RY STATION.  AT JUNCTION OF ROAD NORTH TO THE TWO
 EK0191'MILE CREEK, ABOUT 390 FEET EAST OF THE INTERSECTION OF THE
 EK0191'CENTERLINES OF THE ROADS, ABOUT 150 FEET EAST OF A SMALL STREAM
 EK0191'AT TURN IN THE ROAD, 27 FEET NORTH OF THE ROAD CENTERLINE, 15 FT.
 EK0191'NORTH OF THE FENCE LINE.  CAP RIVETED TO TOP OF A 3 INCH PIPE
 EK0191'PROJECTING 2 FT. ABOVE THE GROUND.
 EK0191
 EK0191                          STATION RECOVERY (1961)
 EK0191
 EK0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1409 ***********************************************************************
 DK1409  DESIGNATION -  12 AR
 DK1409  PID         -  DK1409
 DK1409  STATE/COUNTY-  AR/LINCOLN
 DK1409  USGS QUAD   -  GOULD (1964)
 DK1409
 DK1409                         *CURRENT SURVEY CONTROL
 DK1409  ___________________________________________________________________
 DK1409* NAD 83(1986)-  33 59 02.     (N)    091 33 42.     (W)     SCALED    
 DK1409* NAVD 88     -        50.689  (meters)     166.30   (feet)  ADJUSTED  
 DK1409  ___________________________________________________________________
 DK1409  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DK1409  DYNAMIC HT  -          50.639 (meters)     166.14  (feet)  COMP
 DK1409  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 DK1409
 DK1409  VERT ORDER  -  SECOND    CLASS 0
 DK1409
 DK1409.The horizontal coordinates were scaled from a topographic map and have
 DK1409.an estimated accuracy of +/- 6 seconds.
 DK1409
 DK1409.The orthometric height was determined by differential leveling
 DK1409.and adjusted by the National Geodetic Survey in June 1991..
 DK1409
 DK1409.The geoid height was determined by GEOID03.
 DK1409
 DK1409.The dynamic height is computed by dividing the NAVD 88
 DK1409.geopotential number by the normal gravity value computed on the
 DK1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1409.degrees latitude (g = 980.6199 gals.).
 DK1409
 DK1409.The modeled gravity was interpolated from observed gravity values.
 DK1409
 DK1409;                    North         East    Units  Estimated Accuracy
 DK1409;SPC AR S     -   546,180.      440,500.      MT  (+/- 180 meters Scaled)
 DK1409
 DK1409                          SUPERSEDED SURVEY CONTROL
 DK1409
 DK1409  NGVD 29 (??/??/??)   50.764  (m)          166.55   (f) ADJUSTED    2 0
 DK1409
 DK1409.Superseded values are not recommended for survey control.
 DK1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1409.See file dsdata.txt to determine how the superseded data were derived.
 DK1409
 DK1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT328613(NAD 83)
 DK1409_MARKER: P = PIPE CAP
 DK1409_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1409_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1409_STAMPING: 12 A.R. 1930 EL. 166
 DK1409_MARK LOGO: USE   
 DK1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1409
 DK1409  HISTORY     - Date     Condition        Report By
 DK1409  HISTORY     - 1930     MONUMENTED       DOD
 DK1409  HISTORY     - 1935     GOOD             CGS
 DK1409  HISTORY     - 1940     GOOD             CGS
 DK1409  HISTORY     - 1984     POOR             NGS
 DK1409
 DK1409                          STATION DESCRIPTION
 DK1409
 DK1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1409'IN GOULD.
 DK1409'IN GOULD, BETWEEN THE TWO WEST PILLARS OF THE RAILROAD WATER TANK. 23
 DK1409'FEET EAST OF CENTER OF MAIN LINE OF MO. PACIFIC TRACKS.  7 FEET WEST
 DK1409'OF CENTER OF RAILROAD WATER TANK FILLER.  A 3 INCH IRON PIPE WITH
 DK1409'BRASS CAP.
 DK1409
 DK1409                          STATION RECOVERY (1940)
 DK1409
 DK1409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 DK1409'RECOVERED IN GOOD CONDITION.
 DK1409
 DK1409                          STATION RECOVERY (1984)
 DK1409
 DK1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK1409'RECOVERED IN POOR CONDITION.  CAP WAS FOUND PARTIALLY MUTILATED.  NOT
 DK1409'LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0376 ***********************************************************************
 FG0376  DESIGNATION -  12 B
 FG0376  PID         -  FG0376
 FG0376  STATE/COUNTY-  AR/CONWAY
 FG0376  USGS QUAD   -  SPRINGFIELD (1990)
 FG0376
 FG0376                         *CURRENT SURVEY CONTROL
 FG0376  ___________________________________________________________________
 FG0376* NAD 83(1997)-  35 17 08.89522(N)    092 33 00.75775(W)     ADJUSTED  
 FG0376* NAVD 88     -       206.488  (meters)     677.45   (feet)  ADJUSTED  
 FG0376  ___________________________________________________________________
 FG0376  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 FG0376  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FG0376  DYNAMIC HT  -         206.295 (meters)     676.82  (feet)  COMP
 FG0376  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FG0376
 FG0376  HORZ ORDER  -  THIRD
 FG0376  VERT ORDER  -  SECOND    CLASS 0
 FG0376
 FG0376.The horizontal coordinates were established by classical geodetic methods
 FG0376.and adjusted by the National Geodetic Survey in September 1999..
 FG0376
 FG0376.The orthometric height was determined by differential leveling
 FG0376.and adjusted by the National Geodetic Survey in June 1991..
 FG0376
 FG0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0376
 FG0376.The geoid height was determined by GEOID03.
 FG0376
 FG0376.The dynamic height is computed by dividing the NAVD 88
 FG0376.geopotential number by the normal gravity value computed on the
 FG0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0376.degrees latitude (g = 980.6199 gals.).
 FG0376
 FG0376.The modeled gravity was interpolated from observed gravity values.
 FG0376
 FG0376;                    North         East     Units Scale Factor Converg.
 FG0376;SPC AR N     -   105,808.212   349,950.355   MT  0.99994942   -0 19 12.6
 FG0376;SPC AR N     -   347,139.11  1,148,128.79   sFT  0.99994942   -0 19 12.6
 FG0376;UTM  15      - 3,904,831.155   540,900.954   MT  0.99962062   +0 15 35.4
 FG0376
 FG0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0376!SPC AR N     -   0.99997202  x   0.99994942  =   0.99992144
 FG0376!UTM  15      -   0.99997202  x   0.99962062  =   0.99959265
 FG0376
 FG0376:                Primary Azimuth Mark                     Grid Az
 FG0376:SPC AR N     -  12 B AZ MK                               096 17 33.6
 FG0376:UTM  15      -  12 B AZ MK                               095 42 45.6
 FG0376
 FG0376|---------------------------------------------------------------------|
 FG0376| PID    Reference Object                     Distance      Geod. Az  |
 FG0376|                                                           dddmmss.s |
 FG0376| FG0377 12 B AZ MK                                         0955821.0 |
 FG0376| FG1733 12 C                                430.449 METERS 3575518.8 |
 FG0376|---------------------------------------------------------------------|
 FG0376
 FG0376                          SUPERSEDED SURVEY CONTROL
 FG0376
 FG0376  NAD 83(1986)-  35 17 08.91202(N)    092 33 00.75083(W) AD(       ) 3
 FG0376  NGVD 29 (??/??/92)  206.49   (m)          677.5    (f) COMPUTED    2 0
 FG0376
 FG0376.Superseded values are not recommended for survey control.
 FG0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0376.See file dsdata.txt to determine how the superseded data were derived.
 FG0376
 FG0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4090104831(NAD 83)
 FG0376_MARKER: Z = SEE DESCRIPTION
 FG0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0376_STAMPING: 12 B
 FG0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0376+STABILITY: SURFACE MOTION
 FG0376
 FG0376  HISTORY     - Date     Condition        Report By
 FG0376  HISTORY     - UNK      MONUMENTED       USAF
 FG0376  HISTORY     - 1962     GOOD             NGS
 FG0376
 FG0376                          STATION DESCRIPTION
 FG0376
 FG0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0376'1.8 MI N FROM SPRINGFIELD.
 FG0376'1.35 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE POST OFFICE AT
 FG0376'SPRINGFIELD, THENCE 0.05 MILE EAST ALONG A DIRT ROAD, THENCE 0.4 MILE
 FG0376'NORTHEAST ALONG A TRACK ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE
 FG0376'POST 18 INCHES IN DIAMETER AND PROJECTING ABOUT 5 FEET ABOVE GROUND
 FG0376'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0377 ***********************************************************************
 FG0377  DESIGNATION -  12 B AZ MK
 FG0377  PID         -  FG0377
 FG0377  STATE/COUNTY-  AR/CONWAY
 FG0377  USGS QUAD   -  SPRINGFIELD (1990)
 FG0377
 FG0377                         *CURRENT SURVEY CONTROL
 FG0377  ___________________________________________________________________
 FG0377* NAD 83(1986)-  35 17 19.     (N)    092 32 49.     (W)     SCALED    
 FG0377* NAVD 88     -       206.282  (meters)     676.78   (feet)  ADJUSTED  
 FG0377  ___________________________________________________________________
 FG0377  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG0377  DYNAMIC HT  -         206.089 (meters)     676.14  (feet)  COMP
 FG0377  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 FG0377
 FG0377  VERT ORDER  -  SECOND    CLASS 0
 FG0377
 FG0377.The horizontal coordinates were scaled from a topographic map and have
 FG0377.an estimated accuracy of +/- 6 seconds.
 FG0377
 FG0377.The orthometric height was determined by differential leveling
 FG0377.and adjusted by the National Geodetic Survey in June 1991..
 FG0377
 FG0377.The geoid height was determined by GEOID03.
 FG0377
 FG0377.The dynamic height is computed by dividing the NAVD 88
 FG0377.geopotential number by the normal gravity value computed on the
 FG0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0377.degrees latitude (g = 980.6199 gals.).
 FG0377
 FG0377.The modeled gravity was interpolated from observed gravity values.
 FG0377
 FG0377;                    North         East    Units  Estimated Accuracy
 FG0377;SPC AR N     -   106,120.      350,250.      MT  (+/- 180 meters Scaled)
 FG0377
 FG0377                          SUPERSEDED SURVEY CONTROL
 FG0377
 FG0377  NGVD 29 (??/??/92)  206.28   (m)          676.8    (f) COMPUTED    2 0
 FG0377
 FG0377.Superseded values are not recommended for survey control.
 FG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0377.See file dsdata.txt to determine how the superseded data were derived.
 FG0377
 FG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV411051(NAD 83)
 FG0377_MARKER: DZ = AZIMUTH MARK DISK
 FG0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0377_STAMPING: 12 B 1962
 FG0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0377+STABILITY: SURFACE MOTION
 FG0377
 FG0377  HISTORY     - Date     Condition        Report By
 FG0377  HISTORY     - 1962     MONUMENTED       CGS
 FG0377
 FG0377                          STATION DESCRIPTION
 FG0377
 FG0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0377'2.0 MI N FROM SPRINGFIELD.
 FG0377'1.35 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE POST OFFICE AT
 FG0377'SPRINGFIELD, THENCE 0.05 MILE EAST ALONG A DIRT ROAD, THENCE 0.4 MILE
 FG0377'NORTHEAST ALONG A TRACK ROAD, THENCE 0.2 MILE EAST ALONG A TRACK ROAD,
 FG0377'76.5 FEET SOUTH OF THE CENTER OF A MANHOLE COVER, 24 FEET WEST OF A
 FG0377'FENCE, 6.5 FEET SOUTH OF A METAL WITNESS POST, SET IN TOP OF A SQUARE
 FG0377'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1381 ***********************************************************************
 EH1381  DESIGNATION -  12 W
 EH1381  PID         -  EH1381
 EH1381  STATE/COUNTY-  AR/ARKANSAS
 EH1381  USGS QUAD   -  DE WITT (1968)
 EH1381
 EH1381                         *CURRENT SURVEY CONTROL
 EH1381  ___________________________________________________________________
 EH1381* NAD 83(1986)-  34 17 41.     (N)    091 20 21.     (W)     SCALED    
 EH1381* NAVD 88     -        56.796  (meters)     186.34   (feet)  ADJUSTED  
 EH1381  ___________________________________________________________________
 EH1381  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH1381  DYNAMIC HT  -          56.741 (meters)     186.16  (feet)  COMP
 EH1381  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EH1381
 EH1381  VERT ORDER  -  FIRST     CLASS II
 EH1381
 EH1381.The horizontal coordinates were scaled from a topographic map and have
 EH1381.an estimated accuracy of +/- 6 seconds.
 EH1381
 EH1381.The orthometric height was determined by differential leveling
 EH1381.and adjusted by the National Geodetic Survey in August 1993..
 EH1381.WARNING-Repeat measurements at this control monument indicate possible
 EH1381.vertical movement.
 EH1381
 EH1381.The geoid height was determined by GEOID03.
 EH1381
 EH1381.The dynamic height is computed by dividing the NAVD 88
 EH1381.geopotential number by the normal gravity value computed on the
 EH1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1381.degrees latitude (g = 980.6199 gals.).
 EH1381
 EH1381.The modeled gravity was interpolated from observed gravity values.
 EH1381
 EH1381;                    North         East    Units  Estimated Accuracy
 EH1381;SPC AR S     -   580,770.      460,840.      MT  (+/- 180 meters Scaled)
 EH1381
 EH1381                          SUPERSEDED SURVEY CONTROL
 EH1381
 EH1381  NAVD 88 (06/15/91)   56.753  (m)          186.20   (f) UNKNOWN     1 2
 EH1381  NGVD 29 (??/??/??)   56.820  (m)          186.42   (f) ADJUSTED    1 2
 EH1381
 EH1381.Superseded values are not recommended for survey control.
 EH1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1381.See file dsdata.txt to determine how the superseded data were derived.
 EH1381
 EH1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT528960(NAD 83)
 EH1381_MARKER: DD = SURVEY DISK
 EH1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1381_STAMPING: 12 W 1928
 EH1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1381+STABILITY: SURFACE MOTION
 EH1381
 EH1381  HISTORY     - Date     Condition        Report By
 EH1381  HISTORY     - 1928     MONUMENTED       USGS
 EH1381  HISTORY     - 1954     GOOD             CGS
 EH1381  HISTORY     - 1976     GOOD             NGS
 EH1381  HISTORY     - 20030414 POOR             USACE
 EH1381
 EH1381                          STATION DESCRIPTION
 EH1381
 EH1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1381'IN DEWITT.
 EH1381'AT DEWITT, AT THE NORTHWEST CORNER OF THE ELEMENTARY SCHOOL YARD, 62.5
 EH1381'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOLL BUILDING, 57 FEET
 EH1381'SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF WEST CROSS STREET
 EH1381'AND MONROE STREET, 13.3 FEET NORTHWEST OF A FLAGPOLE, 4.5 FEET EAST OF
 EH1381'THE EAST EDGE OF A NORTH AND SOUTH SIDEWALK, 4 FEET SOUTH OF THE SOUTH
 EH1381'EDGE OF AN EAST AND WEST SIDEWALK, SET IN THE TOP OF A CONCRETE POST.
 EH1381
 EH1381                          STATION RECOVERY (1976)
 EH1381
 EH1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1381'RECOVERED IN GOOD CONDITION.
 EH1381
 EH1381                          STATION RECOVERY (2003)
 EH1381
 EH1381'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1381'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0210 ***********************************************************************
 FG0210  DESIGNATION -  12 WMH
 FG0210  PID         -  FG0210
 FG0210  STATE/COUNTY-  AR/FAULKNER
 FG0210  USGS QUAD   -  GREENBRIER (1994)
 FG0210
 FG0210                         *CURRENT SURVEY CONTROL
 FG0210  ___________________________________________________________________
 FG0210* NAD 83(1986)-  35 11 30.     (N)    092 23 31.     (W)     SCALED    
 FG0210* NAVD 88     -       116.759  (meters)     383.07   (feet)  ADJUSTED  
 FG0210  ___________________________________________________________________
 FG0210  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0210  DYNAMIC HT  -         116.650 (meters)     382.71  (feet)  COMP
 FG0210  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 FG0210
 FG0210  VERT ORDER  -  SECOND    CLASS 0
 FG0210
 FG0210.The horizontal coordinates were scaled from a topographic map and have
 FG0210.an estimated accuracy of +/- 6 seconds.
 FG0210
 FG0210.The orthometric height was determined by differential leveling
 FG0210.and adjusted by the National Geodetic Survey in June 1991..
 FG0210
 FG0210.The geoid height was determined by GEOID03.
 FG0210
 FG0210.The dynamic height is computed by dividing the NAVD 88
 FG0210.geopotential number by the normal gravity value computed on the
 FG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0210.degrees latitude (g = 980.6199 gals.).
 FG0210
 FG0210.The modeled gravity was interpolated from observed gravity values.
 FG0210
 FG0210;                    North         East    Units  Estimated Accuracy
 FG0210;SPC AR N     -    95,300.      364,310.      MT  (+/- 180 meters Scaled)
 FG0210
 FG0210                          SUPERSEDED SURVEY CONTROL
 FG0210
 FG0210  NGVD 29 (??/??/92)  116.765  (m)          383.09   (f) ADJ UNCH    2 0
 FG0210
 FG0210.Superseded values are not recommended for survey control.
 FG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0210.See file dsdata.txt to determine how the superseded data were derived.
 FG0210
 FG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU553944(NAD 83)
 FG0210_MARKER: DB = BENCH MARK DISK
 FG0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0210_STAMPING: 12 WHM 1960
 FG0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0210+STABILITY: SURFACE MOTION
 FG0210
 FG0210  HISTORY     - Date     Condition        Report By
 FG0210  HISTORY     - 1960     MONUMENTED       CGS
 FG0210  HISTORY     - 1962     GOOD             NGS
 FG0210
 FG0210                          STATION DESCRIPTION
 FG0210
 FG0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0210'3.0 MI S FROM GREENBRIER.
 FG0210'3.0 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0210'GREENBRIER, 53.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 45.0 FEET
 FG0210'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE PORCH, 5.4 FEET
 FG0210'NORTHWEST OF THE SOUTHEAST FENCE CORNER OF FENCE AROUND A FARM HOUSE,
 FG0210'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 FG0210'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1755 ***********************************************************************
 EH1755  DESIGNATION -  12/13
 EH1755  PID         -  EH1755
 EH1755  STATE/COUNTY-  AR/JEFFERSON
 EH1755  USGS QUAD   -  MOSCOW (1971)
 EH1755
 EH1755                         *CURRENT SURVEY CONTROL
 EH1755  ___________________________________________________________________
 EH1755* NAD 83(1986)-  34 13 59.     (N)    091 50 53.     (W)     SCALED    
 EH1755* NAVD 88     -        61.976  (meters)     203.33   (feet)  ADJUSTED  
 EH1755  ___________________________________________________________________
 EH1755  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1755  DYNAMIC HT  -          61.916 (meters)     203.14  (feet)  COMP
 EH1755  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EH1755
 EH1755  VERT ORDER  -  SECOND    CLASS 0
 EH1755
 EH1755.The horizontal coordinates were scaled from a topographic map and have
 EH1755.an estimated accuracy of +/- 6 seconds.
 EH1755
 EH1755.The orthometric height was determined by differential leveling
 EH1755.and adjusted by the National Geodetic Survey in August 1993..
 EH1755
 EH1755.The geoid height was determined by GEOID03.
 EH1755
 EH1755.The dynamic height is computed by dividing the NAVD 88
 EH1755.geopotential number by the normal gravity value computed on the
 EH1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1755.degrees latitude (g = 980.6199 gals.).
 EH1755
 EH1755.The modeled gravity was interpolated from observed gravity values.
 EH1755
 EH1755;                    North         East    Units  Estimated Accuracy
 EH1755;SPC AR S     -   573,740.      414,000.      MT  (+/- 180 meters Scaled)
 EH1755
 EH1755                          SUPERSEDED SURVEY CONTROL
 EH1755
 EH1755  NAVD 88 (06/15/91)   61.984  (m)          203.36   (f) UNKNOWN     2 0
 EH1755  NGVD 29 (??/??/??)   62.016  (m)          203.46   (f) ADJUSTED    2 0
 EH1755
 EH1755.Superseded values are not recommended for survey control.
 EH1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1755.See file dsdata.txt to determine how the superseded data were derived.
 EH1755
 EH1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT060885(NAD 83)
 EH1755_MARKER: P = PIPE CAP
 EH1755_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1755_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1755_STAMPING: B M 12/13
 EH1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1755
 EH1755  HISTORY     - Date     Condition        Report By
 EH1755  HISTORY     - UNK      MONUMENTED       DOD
 EH1755  HISTORY     - 1940     GOOD             CGS
 EH1755  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1755
 EH1755                          STATION DESCRIPTION
 EH1755
 EH1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1755'1.4 MI SE FROM LAKE DICK.
 EH1755'1.4 MILES SOUTHEAST ALONG A GRAVEL ROAD AND A CINDER ROAD FROM LAKE
 EH1755'DICK, JEFFERSON COUNTY, 19.5 FEET EAST OF CONCRETE MILEPOST 12/13, AT
 EH1755'THE EDGE OF A CULTIVATED FIELD, 140 YARDS SOUTHWEST OF THE CENTERLINE
 EH1755'OF THE CINDER ROAD, AND 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 EH1755'LEVEE ROAD.  A STANDARD CAP, STAMPED B M 12/13 AND RIVETED ON THE TOP
 EH1755'OF A 3-INCH IRON PIPE PROJECTING 12 INCHES ABOVE GROUND.  NOTE-- IT
 EH1755'WAS REPORTED IN MARCH 1940 THAT THE BENCH MARK WAS TILTED OVER BUT
 EH1755'SOLID.  THE ROD WAS HELD ON THE RAISED TRIANGLE IN THE CENTER OF THE
 EH1755'CAP.
 EH1755
 EH1755                          STATION RECOVERY (2003)
 EH1755
 EH1755'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1754 ***********************************************************************
 EH1754  DESIGNATION -  12/13 REF
 EH1754  PID         -  EH1754
 EH1754  STATE/COUNTY-  AR/JEFFERSON
 EH1754  USGS QUAD   -  MOSCOW (1971)
 EH1754
 EH1754                         *CURRENT SURVEY CONTROL
 EH1754  ___________________________________________________________________
 EH1754* NAD 83(1986)-  34 13 51.     (N)    091 50 48.     (W)     SCALED    
 EH1754* NAVD 88     -        61.885  (meters)     203.03   (feet)  ADJUSTED  
 EH1754  ___________________________________________________________________
 EH1754  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1754  DYNAMIC HT  -          61.825 (meters)     202.84  (feet)  COMP
 EH1754  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 EH1754
 EH1754  VERT ORDER  -  SECOND    CLASS 0
 EH1754
 EH1754.The horizontal coordinates were scaled from a topographic map and have
 EH1754.an estimated accuracy of +/- 6 seconds.
 EH1754
 EH1754.The orthometric height was determined by differential leveling
 EH1754.and adjusted by the National Geodetic Survey in August 1993..
 EH1754
 EH1754.The geoid height was determined by GEOID03.
 EH1754
 EH1754.The dynamic height is computed by dividing the NAVD 88
 EH1754.geopotential number by the normal gravity value computed on the
 EH1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1754.degrees latitude (g = 980.6199 gals.).
 EH1754
 EH1754.The modeled gravity was interpolated from observed gravity values.
 EH1754
 EH1754;                    North         East    Units  Estimated Accuracy
 EH1754;SPC AR S     -   573,500.      414,130.      MT  (+/- 180 meters Scaled)
 EH1754
 EH1754                          SUPERSEDED SURVEY CONTROL
 EH1754
 EH1754  NAVD 88 (06/15/91)   61.893  (m)          203.06   (f) UNKNOWN     2 0
 EH1754  NGVD 29 (??/??/??)   61.926  (m)          203.17   (f) ADJUSTED    2 0
 EH1754
 EH1754.Superseded values are not recommended for survey control.
 EH1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1754.See file dsdata.txt to determine how the superseded data were derived.
 EH1754
 EH1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT062883(NAD 83)
 EH1754_MARKER: P = PIPE CAP
 EH1754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1754_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1754_STAMPING: BM REF 12/13
 EH1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1754
 EH1754  HISTORY     - Date     Condition        Report By
 EH1754  HISTORY     - UNK      MONUMENTED       DOD
 EH1754  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1754
 EH1754                          STATION DESCRIPTION
 EH1754
 EH1754'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EH1754'1.5 MI SE FROM LAKE DICK.
 EH1754'1.5 MILES SOUTHEAST ALONG A GRAVEL ROAD AND A CINDER ROAD FROM LAKE
 EH1754'DICK, JEFFERSON COUNTY, 305 YARDS SOUTHEAST OF CONCRETE MILE POST
 EH1754'12/13, AT THE EDGE OF A FIELD, 54 YARDS NORTHEAST OF THE CENTERLINE OF
 EH1754'THE LEVEE ROAD, 28 FEET SOUTHWEST OF THE CENTERLINE OF THE CINDER
 EH1754'ROAD, AND 4.5 FEET WEST OF A POLE.  A STANDARD CAP, STAMPED BM REF
 EH1754'12/13 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES
 EH1754'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0165 ***********************************************************************
 EJ0165  DESIGNATION -  122
 EJ0165  PID         -  EJ0165
 EJ0165  STATE/COUNTY-  AR/PULASKI
 EJ0165  USGS QUAD   -  WOODSON (1987)
 EJ0165
 EJ0165                         *CURRENT SURVEY CONTROL
 EJ0165  ___________________________________________________________________
 EJ0165* NAD 83(1986)-  34 36 07.     (N)    092 13 00.     (W)     SCALED    
 EJ0165* NAVD 88     -        78.216  (meters)     256.61   (feet)  ADJUSTED  
 EJ0165  ___________________________________________________________________
 EJ0165  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ0165  DYNAMIC HT  -          78.141 (meters)     256.37  (feet)  COMP
 EJ0165  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 EJ0165
 EJ0165  VERT ORDER  -  SECOND    CLASS 0
 EJ0165
 EJ0165.The horizontal coordinates were scaled from a topographic map and have
 EJ0165.an estimated accuracy of +/- 6 seconds.
 EJ0165
 EJ0165.The orthometric height was determined by differential leveling
 EJ0165.and adjusted by the National Geodetic Survey in June 1991..
 EJ0165
 EJ0165.The geoid height was determined by GEOID03.
 EJ0165
 EJ0165.The dynamic height is computed by dividing the NAVD 88
 EJ0165.geopotential number by the normal gravity value computed on the
 EJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0165.degrees latitude (g = 980.6199 gals.).
 EJ0165
 EJ0165.The modeled gravity was interpolated from observed gravity values.
 EJ0165
 EJ0165;                    North         East    Units  Estimated Accuracy
 EJ0165;SPC AR S     -   614,670.      380,130.      MT  (+/- 180 meters Scaled)
 EJ0165
 EJ0165                          SUPERSEDED SURVEY CONTROL
 EJ0165
 EJ0165  NGVD 29 (??/??/92)   78.258  (m)          256.75   (f) ADJ UNCH    2 0
 EJ0165
 EJ0165.Superseded values are not recommended for survey control.
 EJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0165.See file dsdata.txt to determine how the superseded data were derived.
 EJ0165
 EJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU718291(NAD 83)
 EJ0165_MARKER: DB = BENCH MARK DISK
 EJ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0165_STAMPING: 122 1934
 EJ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0165+STABILITY: SURFACE MOTION
 EJ0165
 EJ0165  HISTORY     - Date     Condition        Report By
 EJ0165  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0165  HISTORY     - 1940     GOOD             NGS
 EJ0165  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0165  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0165  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0165
 EJ0165                          STATION DESCRIPTION
 EJ0165
 EJ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0165'IN WRIGHTSVILLE.
 EJ0165'AT INTERSECTION OF U.S. HIGHWAY NO. 65 AND GRAVELED ROAD EAST TO NEGRO
 EJ0165'BOYS INDUSTRIAL SCHOOL, 60 FEET SOUTHWEST ACROSS GRAVELED ROAD FROM
 EJ0165'THE SOUTHWEST CORNER OF H.N. KETZMERS STORE BUILDING, 29 FEET TOWARD
 EJ0165'INDUSTRIAL SCHOOL (EAST) FROM CENTER LINE OF U.S. HIGHWAY NO. 65, 23
 EJ0165'FEET SOUTH OF CENTER LINE OF GRAVELED ROAD, 11 FEET SOUTHEAST OF POWER
 EJ0165'LINE POLE.   MONUMENT IS FLUSH.  A 4 X 4 INCH CYPRESS POST PAINTED
 EJ0165'WHITE PROJECTING 18 INCHES IS 4 FEET AT 90 DEGREES MAGNETIC FROM THE
 EJ0165'BENCH MARK.
 EJ0165
 EJ0165                          STATION RECOVERY (1984)
 EJ0165
 EJ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0165'NOT RECOVERED, THE STREET HAS BEEN WIDENED AND IS COVERED WITH
 EJ0165'BLACKTOP.
 EJ0165
 EJ0165                          STATION RECOVERY (1988)
 EJ0165
 EJ0165'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ0165'MARK NOT FOUND.
 EJ0165
 EJ0165                          STATION RECOVERY (1990)
 EJ0165
 EJ0165'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0052 ***********************************************************************
 EK0052  DESIGNATION -  1223
 EK0052  PID         -  EK0052
 EK0052  STATE/COUNTY-  AR/POLK
 EK0052  USGS QUAD   -  MOUNTAIN FORK (1979)
 EK0052
 EK0052                         *CURRENT SURVEY CONTROL
 EK0052  ___________________________________________________________________
 EK0052* NAD 83(1986)-  34 42 25.     (N)    094 27 20.     (W)     SCALED    
 EK0052* NAVD 88     -       374.063  (meters)    1227.24   (feet)  ADJUSTED  
 EK0052  ___________________________________________________________________
 EK0052  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 EK0052  DYNAMIC HT  -         373.653 (meters)    1225.89  (feet)  COMP
 EK0052  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 EK0052
 EK0052  VERT ORDER  -  SECOND    CLASS 0
 EK0052
 EK0052.The horizontal coordinates were scaled from a topographic map and have
 EK0052.an estimated accuracy of +/- 6 seconds.
 EK0052
 EK0052.The orthometric height was determined by differential leveling
 EK0052.and adjusted by the National Geodetic Survey in June 1991..
 EK0052
 EK0052.The geoid height was determined by GEOID03.
 EK0052
 EK0052.The dynamic height is computed by dividing the NAVD 88
 EK0052.geopotential number by the normal gravity value computed on the
 EK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0052.degrees latitude (g = 980.6199 gals.).
 EK0052
 EK0052.The modeled gravity was interpolated from observed gravity values.
 EK0052
 EK0052;                    North         East    Units  Estimated Accuracy
 EK0052;SPC AR S     -   629,000.      175,070.      MT  (+/- 180 meters Scaled)
 EK0052
 EK0052                          SUPERSEDED SURVEY CONTROL
 EK0052
 EK0052  NGVD 29 (??/??/92)  373.933  (m)         1226.81   (f) ADJ UNCH    2 0
 EK0052
 EK0052.Superseded values are not recommended for survey control.
 EK0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0052.See file dsdata.txt to determine how the superseded data were derived.
 EK0052
 EK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU667415(NAD 83)
 EK0052_MARKER: P = PIPE CAP
 EK0052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0052_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0052
 EK0052  HISTORY     - Date     Condition        Report By
 EK0052  HISTORY     - UNK      MONUMENTED       USGS
 EK0052  HISTORY     - 1961     POOR             NGS
 EK0052
 EK0052                          STATION DESCRIPTION
 EK0052
 EK0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EK0052'0.3 MI E FROM POGEL.
 EK0052'0.3 MILE EAST.  THIS MARK RECOVERED ON THE ARKANSAS-OKLAHOMA
 EK0052'STATE LINE, OPPOSITE A TAVERN THAT IS ON THE SOUTH SIDE OF THE
 EK0052'HIGHWAY, ABOUT 3 FEET NORTHEAST OF AN OKLAHOMA RIGHT OF WAY POST
 EK0052'AND 3 FEET NORTHWEST OF AN ARKANSAS RIGHT OF WAY POST.  THE TOP
 EK0052'OF THE CAP IS BATTERED AND BROKEN BUT A CORRECT ELEVATION COULD
 EK0052'PROBABLY BE OBTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0097 ***********************************************************************
 EJ0097  DESIGNATION -  123
 EJ0097  PID         -  EJ0097
 EJ0097  STATE/COUNTY-  AR/PULASKI
 EJ0097  USGS QUAD   -  WOODSON (1987)
 EJ0097
 EJ0097                         *CURRENT SURVEY CONTROL
 EJ0097  ___________________________________________________________________
 EJ0097* NAD 83(1986)-  34 34 23.     (N)    092 12 40.     (W)     SCALED    
 EJ0097* NAVD 88     -        76.302  (meters)     250.33   (feet)  ADJUSTED  
 EJ0097  ___________________________________________________________________
 EJ0097  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ0097  DYNAMIC HT  -          76.230 (meters)     250.10  (feet)  COMP
 EJ0097  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 EJ0097
 EJ0097  VERT ORDER  -  FIRST     CLASS II
 EJ0097
 EJ0097.The horizontal coordinates were scaled from a topographic map and have
 EJ0097.an estimated accuracy of +/- 6 seconds.
 EJ0097
 EJ0097.The orthometric height was determined by differential leveling
 EJ0097.and adjusted by the National Geodetic Survey in June 1991..
 EJ0097
 EJ0097.The geoid height was determined by GEOID03.
 EJ0097
 EJ0097.The dynamic height is computed by dividing the NAVD 88
 EJ0097.geopotential number by the normal gravity value computed on the
 EJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0097.degrees latitude (g = 980.6199 gals.).
 EJ0097
 EJ0097.The modeled gravity was interpolated from observed gravity values.
 EJ0097
 EJ0097;                    North         East    Units  Estimated Accuracy
 EJ0097;SPC AR S     -   611,470.      380,630.      MT  (+/- 180 meters Scaled)
 EJ0097
 EJ0097                          SUPERSEDED SURVEY CONTROL
 EJ0097
 EJ0097  NGVD 29 (??/??/92)   76.343  (m)          250.47   (f) ADJ UNCH    1 2
 EJ0097
 EJ0097.Superseded values are not recommended for survey control.
 EJ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0097.See file dsdata.txt to determine how the superseded data were derived.
 EJ0097
 EJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU723259(NAD 83)
 EJ0097_MARKER: DD = SURVEY DISK
 EJ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0097_STAMPING: 123 1934
 EJ0097_MARK LOGO: ARGS  
 EJ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0097+STABILITY: SURFACE MOTION
 EJ0097
 EJ0097  HISTORY     - Date     Condition        Report By
 EJ0097  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0097  HISTORY     - 1937     GOOD             ARGS
 EJ0097  HISTORY     - 1984     GOOD             NGS
 EJ0097  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0097  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0097  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0097  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0097
 EJ0097                          STATION DESCRIPTION
 EJ0097
 EJ0097'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0097'2.0 MI S FROM WRIGHTSVILLE.
 EJ0097'2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0097'SIGN AT WRIGHTSVILLE, PULASKI COUNTY, 32 FEET SOUTH OF POLE 359+25, 42
 EJ0097'FEET EAST OF THE EAST RAIL, AND 33.7 FEET WEST OF THE CENTERLINE OF
 EJ0097'U.S. HIGHWAY 65.  A STATE SURVEY STANDARD DISK, STAMPED 123 1934 AND
 EJ0097'SET IN THE TOP OF A CONCRETE POST.
 EJ0097
 EJ0097                          STATION RECOVERY (1984)
 EJ0097
 EJ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0097'RECOVERED IN GOOD CONDITION.
 EJ0097
 EJ0097                          STATION RECOVERY (1988)
 EJ0097
 EJ0097'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0097'MARK NOT FOUND.
 EJ0097
 EJ0097                          STATION RECOVERY (1989)
 EJ0097
 EJ0097'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0097'MARK NOT FOUND.
 EJ0097
 EJ0097                          STATION RECOVERY (1990)
 EJ0097
 EJ0097'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0097'MARK NOT FOUND.
 EJ0097
 EJ0097                          STATION RECOVERY (1990)
 EJ0097
 EJ0097'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0090 ***********************************************************************
 EJ0090  DESIGNATION -  124
 EJ0090  PID         -  EJ0090
 EJ0090  STATE/COUNTY-  AR/PULASKI
 EJ0090  USGS QUAD   -  WOODSON (1987)
 EJ0090
 EJ0090                         *CURRENT SURVEY CONTROL
 EJ0090  ___________________________________________________________________
 EJ0090* NAD 83(1986)-  34 31 50.     (N)    092 12 42.     (W)     SCALED    
 EJ0090* NAVD 88     -        76.187  (meters)     249.96   (feet)  ADJUSTED  
 EJ0090  ___________________________________________________________________
 EJ0090  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EJ0090  DYNAMIC HT  -          76.115 (meters)     249.72  (feet)  COMP
 EJ0090  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 EJ0090
 EJ0090  VERT ORDER  -  FIRST     CLASS II
 EJ0090
 EJ0090.The horizontal coordinates were scaled from a topographic map and have
 EJ0090.an estimated accuracy of +/- 6 seconds.
 EJ0090
 EJ0090.The orthometric height was determined by differential leveling
 EJ0090.and adjusted by the National Geodetic Survey in June 1991..
 EJ0090
 EJ0090.The geoid height was determined by GEOID03.
 EJ0090
 EJ0090.The dynamic height is computed by dividing the NAVD 88
 EJ0090.geopotential number by the normal gravity value computed on the
 EJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0090.degrees latitude (g = 980.6199 gals.).
 EJ0090
 EJ0090.The modeled gravity was interpolated from observed gravity values.
 EJ0090
 EJ0090;                    North         East    Units  Estimated Accuracy
 EJ0090;SPC AR S     -   606,750.      380,570.      MT  (+/- 180 meters Scaled)
 EJ0090
 EJ0090                          SUPERSEDED SURVEY CONTROL
 EJ0090
 EJ0090  NGVD 29 (??/??/92)   76.228  (m)          250.09   (f) ADJ UNCH    1 2
 EJ0090
 EJ0090.Superseded values are not recommended for survey control.
 EJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0090.See file dsdata.txt to determine how the superseded data were derived.
 EJ0090
 EJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU723212(NAD 83)
 EJ0090_MARKER: DD = SURVEY DISK
 EJ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0090_STAMPING: 124 1934
 EJ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0090+STABILITY: SURFACE MOTION
 EJ0090
 EJ0090  HISTORY     - Date     Condition        Report By
 EJ0090  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0090  HISTORY     - 1937     GOOD             ARGS
 EJ0090  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0090  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0090  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0090  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0090
 EJ0090                          STATION DESCRIPTION
 EJ0090
 EJ0090'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0090'IN WOODSON.
 EJ0090'AT WOODSON, PULASKI COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 337 FEET
 EJ0090'NORTH OF THE STATION SIGN, 70 FEET WEST OF POLE 362+29, AT THE
 EJ0090'CROSSING OF U.S. HIGHWAY 65, 48 FEET NORTHWEST OF THE CROSSING OF THE
 EJ0090'HIGHWAY, AND 19.9 FEET WEST OF THE WEST RAIL OF THE TRACK.  A STATE
 EJ0090'SURVEY STANDARD DISK, STAMPED 124 1934 AND SET IN THE TOP OF A
 EJ0090'CONCRETE POST.
 EJ0090
 EJ0090                          STATION RECOVERY (1984)
 EJ0090
 EJ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0090'NOT RECOVERED, ALL MEASUREMENTS CHANGED, ONLY ONE TRACK EXISTS.
 EJ0090
 EJ0090                          STATION RECOVERY (1988)
 EJ0090
 EJ0090'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ0090'MARK NOT FOUND.
 EJ0090
 EJ0090                          STATION RECOVERY (1989)
 EJ0090
 EJ0090'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0090'MARK NOT FOUND.
 EJ0090
 EJ0090                          STATION RECOVERY (1990)
 EJ0090
 EJ0090'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1367 ***********************************************************************
 EH1367  DESIGNATION -  1250 A
 EH1367  PID         -  EH1367
 EH1367  STATE/COUNTY-  AR/LINCOLN
 EH1367  USGS QUAD   -  GILLETT (1972)
 EH1367
 EH1367                         *CURRENT SURVEY CONTROL
 EH1367  ___________________________________________________________________
 EH1367* NAD 83(1986)-  34 02 51.     (N)    091 29 29.     (W)     SCALED    
 EH1367* NAVD 88     -        52.857  (meters)     173.41   (feet)  ADJUSTED  
 EH1367  ___________________________________________________________________
 EH1367  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EH1367  DYNAMIC HT  -          52.805 (meters)     173.24  (feet)  COMP
 EH1367  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 EH1367
 EH1367  VERT ORDER  -  SECOND    CLASS 0
 EH1367
 EH1367.The horizontal coordinates were scaled from a topographic map and have
 EH1367.an estimated accuracy of +/- 6 seconds.
 EH1367
 EH1367.The orthometric height was determined by differential leveling
 EH1367.and adjusted by the National Geodetic Survey in June 1991..
 EH1367
 EH1367.The geoid height was determined by GEOID03.
 EH1367
 EH1367.The dynamic height is computed by dividing the NAVD 88
 EH1367.geopotential number by the normal gravity value computed on the
 EH1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1367.degrees latitude (g = 980.6199 gals.).
 EH1367
 EH1367.The modeled gravity was interpolated from observed gravity values.
 EH1367
 EH1367;                    North         East    Units  Estimated Accuracy
 EH1367;SPC AR S     -   553,270.      446,960.      MT  (+/- 180 meters Scaled)
 EH1367
 EH1367                          SUPERSEDED SURVEY CONTROL
 EH1367
 EH1367  NGVD 29 (??/??/??)   52.932  (m)          173.66   (f) ADJUSTED    2 0
 EH1367
 EH1367.Superseded values are not recommended for survey control.
 EH1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1367.See file dsdata.txt to determine how the superseded data were derived.
 EH1367
 EH1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT392684(NAD 83)
 EH1367_MARKER: Z = SEE DESCRIPTION
 EH1367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1367_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1367_STAMPING: 1250 A
 EH1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1367
 EH1367  HISTORY     - Date     Condition        Report By
 EH1367  HISTORY     - UNK      MONUMENTED       DOD
 EH1367  HISTORY     - 1940     GOOD             CGS
 EH1367
 EH1367                          STATION DESCRIPTION
 EH1367
 EH1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1367'8.1 MI NE FROM GOULD.
 EH1367'8.1 MILES NORTHEAST ALONG STATE HIGHWAY NO 114 AND DIRT ROAD TOWARD
 EH1367'SOUTH BEND FROM MISSOURI PACIFIC RAILROAD STATION AT GOULD.  TO REACH
 EH1367'FROM MISSOURI PACIFIC RAILROAD STATION AT GOULD, PROCEED NORTHWARD
 EH1367'ALONG STATE HIGHWAY NO 114, GO 5.2 MILES.  TURN RIGHT (EAST) AT
 EH1367'CROCKETTS STORE AND FOLLOW ALONG DIRT ROAD TOWARDS SOUTH BEND, GO 2.9
 EH1367'MILES.  BENCH MARK IS AT INTERSECTION OF DIRT ROAD TO SOUTH BEND AND
 EH1367'NORTH-SOUTH ROAD FROM THE TOE OF THE LEVEE.  29 FEET SOUTH CENTER LINE
 EH1367'OF ROAD TO SOUTH BEND.  28 FEET TOWARDS CROCKETTS STORE (WEST) FROM
 EH1367'CENTER LINE OF NORTH-SOUTH ROAD.  THE IRON PIPE PROJECTS 15 INCHES. A
 EH1367'4 X 4 INCH CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 3 FEET
 EH1367'AT 185 DEG MAGNETIC FROM THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0188 ***********************************************************************
 EJ0188  DESIGNATION -  127
 EJ0188  PID         -  EJ0188
 EJ0188  STATE/COUNTY-  AR/PULASKI
 EJ0188  USGS QUAD   -  SWEET HOME (1986)
 EJ0188
 EJ0188                         *CURRENT SURVEY CONTROL
 EJ0188  ___________________________________________________________________
 EJ0188* NAD 83(1986)-  34 37 47.     (N)    092 07 57.     (W)     SCALED    
 EJ0188* NAVD 88     -        73.531  (meters)     241.24   (feet)  ADJUSTED  
 EJ0188  ___________________________________________________________________
 EJ0188  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EJ0188  DYNAMIC HT  -          73.462 (meters)     241.02  (feet)  COMP
 EJ0188  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 EJ0188
 EJ0188  VERT ORDER  -  SECOND    CLASS 0
 EJ0188
 EJ0188.The horizontal coordinates were scaled from a topographic map and have
 EJ0188.an estimated accuracy of +/- 6 seconds.
 EJ0188
 EJ0188.The orthometric height was determined by differential leveling
 EJ0188.and adjusted by the National Geodetic Survey in June 1991..
 EJ0188
 EJ0188.The geoid height was determined by GEOID03.
 EJ0188
 EJ0188.The dynamic height is computed by dividing the NAVD 88
 EJ0188.geopotential number by the normal gravity value computed on the
 EJ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0188.degrees latitude (g = 980.6199 gals.).
 EJ0188
 EJ0188.The modeled gravity was interpolated from observed gravity values.
 EJ0188
 EJ0188;                    North         East    Units  Estimated Accuracy
 EJ0188;SPC AR S     -   617,740.      387,850.      MT  (+/- 180 meters Scaled)
 EJ0188
 EJ0188                          SUPERSEDED SURVEY CONTROL
 EJ0188
 EJ0188  NGVD 29 (??/??/92)   73.569  (m)          241.37   (f) ADJ UNCH    2 0
 EJ0188
 EJ0188.Superseded values are not recommended for survey control.
 EJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0188.See file dsdata.txt to determine how the superseded data were derived.
 EJ0188
 EJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU795323(NAD 83)
 EJ0188_MARKER: DB = BENCH MARK DISK
 EJ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0188_STAMPING: 127 1934
 EJ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0188+STABILITY: SURFACE MOTION
 EJ0188
 EJ0188  HISTORY     - Date     Condition        Report By
 EJ0188  HISTORY     - 1934     MONUMENTED       CGS
 EJ0188  HISTORY     - 1940     GOOD             NGS
 EJ0188  HISTORY     - 1985     MARK NOT FOUND   USGS
 EJ0188  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0188
 EJ0188                          STATION DESCRIPTION
 EJ0188
 EJ0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0188'1.3 MI S FROM SCOTT.
 EJ0188'1.3 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM SCOTT, PULASKI COUNTY,
 EJ0188'1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO A SMALL WHITE CHURCH,
 EJ0188'0.5 MILE SOUTH ALONG A DIRT ROAD LEADING TO A LARGE GREEN HOUSE, 0.8
 EJ0188'MILE WEST ALONG A DIRT ROAD, 3.6 MILES SOUTH ALONG A ROAD PARALLELING
 EJ0188'THE LEVEE AND LEADING TO GEORGETOWN LANDING, 195 FEET WEST OF THE
 EJ0188'CENTERLINE OF THE LEVEE, 45 FEET EAST OF A 15-INCH PECAN TREE, 21 FEET
 EJ0188'SOUTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF A FENCE, AND 3
 EJ0188'FEET SOUTH OF A 4 BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE
 EJ0188'GROUND.  A STANDARD DISK, STAMPED 127 1934 AND SET IN THE TOP OF A
 EJ0188'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 EJ0188
 EJ0188                          STATION RECOVERY (1985)
 EJ0188
 EJ0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0188'MARK NOT FOUND.
 EJ0188
 EJ0188                          STATION RECOVERY (1989)
 EJ0188
 EJ0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0354 ***********************************************************************
 DL0354  DESIGNATION -  129
 DL0354  PID         -  DL0354
 DL0354  STATE/COUNTY-  AR/OUACHITA
 DL0354  USGS QUAD   -  EAGLE MILLS (1985)
 DL0354
 DL0354                         *CURRENT SURVEY CONTROL
 DL0354  ___________________________________________________________________
 DL0354* NAD 83(1986)-  33 40 22.     (N)    092 44 01.     (W)     SCALED    
 DL0354* NAVD 88     -        39.633  (meters)     130.03   (feet)  ADJUSTED  
 DL0354  ___________________________________________________________________
 DL0354  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0354  DYNAMIC HT  -          39.593 (meters)     129.90  (feet)  COMP
 DL0354  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 DL0354
 DL0354  VERT ORDER  -  SECOND    CLASS 0
 DL0354
 DL0354.The horizontal coordinates were scaled from a topographic map and have
 DL0354.an estimated accuracy of +/- 6 seconds.
 DL0354
 DL0354.The orthometric height was determined by differential leveling
 DL0354.and adjusted by the National Geodetic Survey in June 1991..
 DL0354
 DL0354.The geoid height was determined by GEOID03.
 DL0354
 DL0354.The dynamic height is computed by dividing the NAVD 88
 DL0354.geopotential number by the normal gravity value computed on the
 DL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0354.degrees latitude (g = 980.6199 gals.).
 DL0354
 DL0354.The modeled gravity was interpolated from observed gravity values.
 DL0354
 DL0354;                    North         East    Units  Estimated Accuracy
 DL0354;SPC AR S     -   511,830.      331,970.      MT  (+/- 180 meters Scaled)
 DL0354
 DL0354                          SUPERSEDED SURVEY CONTROL
 DL0354
 DL0354  NGVD 29 (??/??/92)   39.672  (m)          130.16   (f) ADJ UNCH    2 0
 DL0354
 DL0354.Superseded values are not recommended for survey control.
 DL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0354.See file dsdata.txt to determine how the superseded data were derived.
 DL0354
 DL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT246259(NAD 83)
 DL0354_MARKER: P = PIPE CAP
 DL0354_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0354_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0354_STAMPING: 130.292 H.S.
 DL0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0354
 DL0354  HISTORY     - Date     Condition        Report By
 DL0354  HISTORY     - UNK      MONUMENTED       USGS
 DL0354  HISTORY     - 1932     GOOD             NGS
 DL0354  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0354
 DL0354                          STATION DESCRIPTION
 DL0354
 DL0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0354'1.5 MI SW FROM EAGLE MILLS.
 DL0354'1-1/2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0354'EAGLE MILLS, OUACHITA COUNTY, 600 FEET SOUTHEAST OF THE STATION AT
 DL0354'ONALASKA, AND 8 FEET SOUTH OF MILEPOST 329.  A U. S. GEOLOGICAL SURVEY
 DL0354'STANDARD CAP, STAMPED 130.292 H.S. AND RIVETED ON THE TOP OF A 3-1/2
 DL0354'INCH IRON PIPE.
 DL0354
 DL0354                          STATION RECOVERY (1964)
 DL0354
 DL0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0377 ***********************************************************************
 EJ0377  DESIGNATION -  13
 EJ0377  PID         -  EJ0377
 EJ0377  STATE/COUNTY-  AR/PULASKI
 EJ0377  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0377
 EJ0377                         *CURRENT SURVEY CONTROL
 EJ0377  ___________________________________________________________________
 EJ0377* NAD 83(1986)-  34 39 54.     (N)    092 16 13.     (W)     SCALED    
 EJ0377* NAVD 88     -        91.672  (meters)     300.76   (feet)  ADJUSTED  
 EJ0377  ___________________________________________________________________
 EJ0377  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ0377  DYNAMIC HT  -          91.586 (meters)     300.48  (feet)  COMP
 EJ0377  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 EJ0377
 EJ0377  VERT ORDER  -  SECOND    CLASS 0
 EJ0377
 EJ0377.The horizontal coordinates were scaled from a topographic map and have
 EJ0377.an estimated accuracy of +/- 6 seconds.
 EJ0377
 EJ0377.The orthometric height was determined by differential leveling
 EJ0377.and adjusted by the National Geodetic Survey in June 1991..
 EJ0377
 EJ0377.The geoid height was determined by GEOID03.
 EJ0377
 EJ0377.The dynamic height is computed by dividing the NAVD 88
 EJ0377.geopotential number by the normal gravity value computed on the
 EJ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0377.degrees latitude (g = 980.6199 gals.).
 EJ0377
 EJ0377.The modeled gravity was interpolated from observed gravity values.
 EJ0377
 EJ0377;                    North         East    Units  Estimated Accuracy
 EJ0377;SPC AR S     -   621,680.      375,230.      MT  (+/- 180 meters Scaled)
 EJ0377
 EJ0377                          SUPERSEDED SURVEY CONTROL
 EJ0377
 EJ0377  NGVD 29 (??/??/92)   91.724  (m)          300.93   (f) ADJ UNCH    2 0
 EJ0377
 EJ0377.Superseded values are not recommended for survey control.
 EJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0377.See file dsdata.txt to determine how the superseded data were derived.
 EJ0377
 EJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU668361(NAD 83)
 EJ0377_MARKER: DB = BENCH MARK DISK
 EJ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0377_STAMPING: STA NO 13 1933
 EJ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0377+STABILITY: SURFACE MOTION
 EJ0377
 EJ0377  HISTORY     - Date     Condition        Report By
 EJ0377  HISTORY     - 1935     MONUMENTED       CGS
 EJ0377  HISTORY     - 1935     GOOD             NGS
 EJ0377  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0377  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0377  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0377
 EJ0377                          STATION DESCRIPTION
 EJ0377
 EJ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0377'3.2 MI SW FROM SWEET HOME.
 EJ0377'3.2 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 EJ0377'RAILROAD STATION AT SWEET HOME, PULASKI COUNTY, 2.3 MILES NORTHEAST OF
 EJ0377'THE JUNCTION OF U.S. HIGHWAY 167, 1.1 MILES NORTHEAST OF THE GRANITE
 EJ0377'MOUNTAIN HOSPITAL, 80 FEET SOUTH OF A WOODEN BRIDGE, 54.5 FEET WEST OF
 EJ0377'THE WEST CORNER OF THE FELTON INN IN 1935, AT A ROAD JUNCTION, 54 FEET
 EJ0377'SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, AND 21.4 FEET WEST
 EJ0377'OF THE CENTERLINE OF THE MAIN ROAD. A STANDARD DISK, STAMPED STA NO 13
 EJ0377'1933 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0377
 EJ0377                          STATION RECOVERY (1984)
 EJ0377
 EJ0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0377'MARK NOT FOUND.
 EJ0377
 EJ0377                          STATION RECOVERY (1989)
 EJ0377
 EJ0377'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0377'MARK NOT FOUND.
 EJ0377
 EJ0377                          STATION RECOVERY (1990)
 EJ0377
 EJ0377'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1531 ***********************************************************************
 EH1531  DESIGNATION -  13 AR
 EH1531  PID         -  EH1531
 EH1531  STATE/COUNTY-  AR/LINCOLN
 EH1531  USGS QUAD   -  CADES (1975)
 EH1531
 EH1531                         *CURRENT SURVEY CONTROL
 EH1531  ___________________________________________________________________
 EH1531* NAD 83(1986)-  34 02 19.     (N)    091 37 07.     (W)     SCALED    
 EH1531* NAVD 88     -        54.488  (meters)     178.77   (feet)  ADJUSTED  
 EH1531  ___________________________________________________________________
 EH1531  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH1531  DYNAMIC HT  -          54.435 (meters)     178.59  (feet)  COMP
 EH1531  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 EH1531
 EH1531  VERT ORDER  -  FIRST     CLASS II
 EH1531
 EH1531.The horizontal coordinates were scaled from a topographic map and have
 EH1531.an estimated accuracy of +/- 6 seconds.
 EH1531
 EH1531.The orthometric height was determined by differential leveling
 EH1531.and adjusted by the National Geodetic Survey in June 1991..
 EH1531.WARNING-Repeat measurements at this control monument indicate possible
 EH1531.vertical movement.
 EH1531
 EH1531.The geoid height was determined by GEOID03.
 EH1531
 EH1531.The dynamic height is computed by dividing the NAVD 88
 EH1531.geopotential number by the normal gravity value computed on the
 EH1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1531.degrees latitude (g = 980.6199 gals.).
 EH1531
 EH1531.The modeled gravity was interpolated from observed gravity values.
 EH1531
 EH1531;                    North         East    Units  Estimated Accuracy
 EH1531;SPC AR S     -   552,230.      435,220.      MT  (+/- 180 meters Scaled)
 EH1531
 EH1531                          SUPERSEDED SURVEY CONTROL
 EH1531
 EH1531  NGVD 29 (??/??/??)   54.562  (m)          179.01   (f) ADJUSTED    1 2
 EH1531
 EH1531.Superseded values are not recommended for survey control.
 EH1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1531.See file dsdata.txt to determine how the superseded data were derived.
 EH1531
 EH1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT275672(NAD 83)
 EH1531_MARKER: R = RIVET
 EH1531_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1531_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1531_STAMPING: 13 A R 1930 179
 EH1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1531
 EH1531  HISTORY     - Date     Condition        Report By
 EH1531  HISTORY     - 1930     MONUMENTED       DOD
 EH1531  HISTORY     - 1954     GOOD             CGS
 EH1531  HISTORY     - 1968     POOR             DOD
 EH1531  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1531
 EH1531                          STATION DESCRIPTION
 EH1531
 EH1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1531'IN VARNER.
 EH1531'AT VARNER, 4 POLES EAST OF MILEPOST 415, 150 FEET SOUTH OF THE SOUTH
 EH1531'RAIL OF THE MAIN TRACK OF THE MISSOURI PACIFIC RAILROAD, 49 FEET NORTH
 EH1531'OF A 48 INCH OAK TREE, 49 FEET WEST OF A 48 INCH OAK TREE, 101 FEET
 EH1531'SOUTHEAST OF THE CENTER LINE OF A ROAD, 6 FEET NORTHEAST OF A WITNESS
 EH1531'POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE
 EH1531'THE GROUND.  NOTE-- LEANING 10 DEG.
 EH1531
 EH1531                          STATION RECOVERY (1968)
 EH1531
 EH1531'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 EH1531'MARK RECOVERED IN POOR CONDITION.
 EH1531
 EH1531                          STATION RECOVERY (1984)
 EH1531
 EH1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1531'NOT RECOVERED.  PRESUMED KNOCKED OUT BY FARMING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0213 ***********************************************************************
 FG0213  DESIGNATION -  13 B
 FG0213  PID         -  FG0213
 FG0213  STATE/COUNTY-  AR/FAULKNER
 FG0213  USGS QUAD   -  GREENBRIER (1994)
 FG0213
 FG0213                         *CURRENT SURVEY CONTROL
 FG0213  ___________________________________________________________________
 FG0213* NAD 83(1997)-  35 10 03.12192(N)    092 23 47.10436(W)     ADJUSTED  
 FG0213* NAVD 88     -        95.656  (meters)     313.83   (feet)  ADJUSTED  
 FG0213  ___________________________________________________________________
 FG0213  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 FG0213  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0213  DYNAMIC HT  -          95.567 (meters)     313.54  (feet)  COMP
 FG0213  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FG0213
 FG0213  HORZ ORDER  -  THIRD
 FG0213  VERT ORDER  -  SECOND    CLASS 0
 FG0213
 FG0213.The horizontal coordinates were established by classical geodetic methods
 FG0213.and adjusted by the National Geodetic Survey in September 1999..
 FG0213
 FG0213.The orthometric height was determined by differential leveling
 FG0213.and adjusted by the National Geodetic Survey in June 1991..
 FG0213
 FG0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0213
 FG0213.The geoid height was determined by GEOID03.
 FG0213
 FG0213.The dynamic height is computed by dividing the NAVD 88
 FG0213.geopotential number by the normal gravity value computed on the
 FG0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0213.degrees latitude (g = 980.6199 gals.).
 FG0213
 FG0213.The modeled gravity was interpolated from observed gravity values.
 FG0213
 FG0213;                    North         East     Units Scale Factor Converg.
 FG0213;SPC AR N     -    92,620.181   363,887.114   MT  0.99996222   -0 13 50.4
 FG0213;SPC AR N     -   303,871.38  1,193,852.97   sFT  0.99996222   -0 13 50.4
 FG0213;UTM  15      - 3,891,788.948   554,965.717   MT  0.99963723   +0 20 51.6
 FG0213
 FG0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0213!SPC AR N     -   0.99998938  x   0.99996222  =   0.99995160
 FG0213!UTM  15      -   0.99998938  x   0.99963723  =   0.99962661
 FG0213
 FG0213:                Primary Azimuth Mark                     Grid Az
 FG0213:SPC AR N     -  13 B AZ MK                               002 59 03.5
 FG0213:UTM  15      -  13 B AZ MK                               002 24 21.5
 FG0213
 FG0213|---------------------------------------------------------------------|
 FG0213| PID    Reference Object                     Distance      Geod. Az  |
 FG0213|                                                           dddmmss.s |
 FG0213| FG0212 13 B AZ MK                                         0024513.1 |
 FG0213| FG1714 13 C                                APPROX. 0.5 KM 0393056.0 |
 FG0213|---------------------------------------------------------------------|
 FG0213
 FG0213                          SUPERSEDED SURVEY CONTROL
 FG0213
 FG0213  NAD 83(1986)-  35 10 03.13984(N)    092 23 47.09523(W) AD(       ) 3
 FG0213  NGVD 29 (??/??/92)   95.66   (m)          313.8    (f) COMPUTED    2 0
 FG0213
 FG0213.Superseded values are not recommended for survey control.
 FG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0213.See file dsdata.txt to determine how the superseded data were derived.
 FG0213
 FG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5496691789(NAD 83)
 FG0213_MARKER: Z = SEE DESCRIPTION
 FG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0213_STAMPING: 13 B
 FG0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0213+STABILITY: SURFACE MOTION
 FG0213
 FG0213  HISTORY     - Date     Condition        Report By
 FG0213  HISTORY     - UNK      MONUMENTED       USAF
 FG0213  HISTORY     - 1962     GOOD             NGS
 FG0213
 FG0213                          STATION DESCRIPTION
 FG0213
 FG0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0213'4.7 MI S FROM GREENBRIER.
 FG0213'4.7 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0213'GREENBRIER, THENCE 0.05 MILE EAST ALONG A BLACKTOP ROAD, 95 FEET NORTH
 FG0213'OF THE CENTERLINE OF THE BLACKTOP ROAD, SET IN THE TOP OF A
 FG0213'CYLINDRICAL CONCRETE POST 18 INCHES IN DIAMETER AND ABOUT 5 FEET ABOVE
 FG0213'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0212 ***********************************************************************
 FG0212  DESIGNATION -  13 B AZ MK
 FG0212  PID         -  FG0212
 FG0212  STATE/COUNTY-  AR/FAULKNER
 FG0212  USGS QUAD   -  GREENBRIER (1994)
 FG0212
 FG0212                         *CURRENT SURVEY CONTROL
 FG0212  ___________________________________________________________________
 FG0212* NAD 83(1986)-  35 10 15.     (N)    092 23 46.     (W)     SCALED    
 FG0212* NAVD 88     -       101.904  (meters)     334.33   (feet)  ADJUSTED  
 FG0212  ___________________________________________________________________
 FG0212  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0212  DYNAMIC HT  -         101.809 (meters)     334.02  (feet)  COMP
 FG0212  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 FG0212
 FG0212  VERT ORDER  -  SECOND    CLASS 0
 FG0212
 FG0212.The horizontal coordinates were scaled from a topographic map and have
 FG0212.an estimated accuracy of +/- 6 seconds.
 FG0212
 FG0212.The orthometric height was determined by differential leveling
 FG0212.and adjusted by the National Geodetic Survey in June 1991..
 FG0212
 FG0212.The geoid height was determined by GEOID03.
 FG0212
 FG0212.The dynamic height is computed by dividing the NAVD 88
 FG0212.geopotential number by the normal gravity value computed on the
 FG0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0212.degrees latitude (g = 980.6199 gals.).
 FG0212
 FG0212.The modeled gravity was interpolated from observed gravity values.
 FG0212
 FG0212;                    North         East    Units  Estimated Accuracy
 FG0212;SPC AR N     -    92,990.      363,920.      MT  (+/- 180 meters Scaled)
 FG0212
 FG0212                          SUPERSEDED SURVEY CONTROL
 FG0212
 FG0212  NGVD 29 (??/??/92)  101.91   (m)          334.3    (f) COMPUTED    2 0
 FG0212
 FG0212.Superseded values are not recommended for survey control.
 FG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0212.See file dsdata.txt to determine how the superseded data were derived.
 FG0212
 FG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU549921(NAD 83)
 FG0212_MARKER: DZ = AZIMUTH MARK DISK
 FG0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0212_STAMPING: 13 B 1962
 FG0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0212+STABILITY: SURFACE MOTION
 FG0212
 FG0212  HISTORY     - Date     Condition        Report By
 FG0212  HISTORY     - 1962     MONUMENTED       CGS
 FG0212
 FG0212                          STATION DESCRIPTION
 FG0212
 FG0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0212'4.45 MI S FROM GREENBRIER.
 FG0212'4.45 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0212'GREENBRIER, 50 FEET WEST OF THE CENTER OF THE HIGHWAY, 30.5 FEET WEST
 FG0212'OF THE NORTH END OF A CONCRETE CULVERT, 2.2 FEET SOUTH OF A METAL
 FG0212'WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 FG0212'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0119 ***********************************************************************
 FG0119  DESIGNATION -  13 RHM
 FG0119  PID         -  FG0119
 FG0119  STATE/COUNTY-  AR/FAULKNER
 FG0119  USGS QUAD   -  HAMLET (1994)
 FG0119
 FG0119                         *CURRENT SURVEY CONTROL
 FG0119  ___________________________________________________________________
 FG0119* NAD 83(1986)-  35 05 40.     (N)    092 18 15.     (W)     SCALED    
 FG0119* NAVD 88     -        93.888  (meters)     308.03   (feet)  ADJUSTED  
 FG0119  ___________________________________________________________________
 FG0119  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FG0119  DYNAMIC HT  -          93.800 (meters)     307.74  (feet)  COMP
 FG0119  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 FG0119
 FG0119  VERT ORDER  -  SECOND    CLASS 0
 FG0119
 FG0119.The horizontal coordinates were scaled from a topographic map and have
 FG0119.an estimated accuracy of +/- 6 seconds.
 FG0119
 FG0119.The orthometric height was determined by differential leveling
 FG0119.and adjusted by the National Geodetic Survey in June 1991..
 FG0119
 FG0119.The geoid height was determined by GEOID03.
 FG0119
 FG0119.The dynamic height is computed by dividing the NAVD 88
 FG0119.geopotential number by the normal gravity value computed on the
 FG0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0119.degrees latitude (g = 980.6199 gals.).
 FG0119
 FG0119.The modeled gravity was interpolated from observed gravity values.
 FG0119
 FG0119;                    North         East    Units  Estimated Accuracy
 FG0119;SPC AR N     -    84,480.      372,270.      MT  (+/- 180 meters Scaled)
 FG0119
 FG0119                          SUPERSEDED SURVEY CONTROL
 FG0119
 FG0119  NGVD 29 (??/??/92)   93.889  (m)          308.03   (f) ADJ UNCH    2 0
 FG0119
 FG0119.Superseded values are not recommended for survey control.
 FG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0119.See file dsdata.txt to determine how the superseded data were derived.
 FG0119
 FG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU634837(NAD 83)
 FG0119_MARKER: DB = BENCH MARK DISK
 FG0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0119_STAMPING: 13 RHM 1960
 FG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0119+STABILITY: SURFACE MOTION
 FG0119
 FG0119  HISTORY     - Date     Condition        Report By
 FG0119  HISTORY     - 1960     MONUMENTED       USGS
 FG0119  HISTORY     - 1962     GOOD             NGS
 FG0119
 FG0119                          STATION DESCRIPTION
 FG0119
 FG0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0119'6.9 MI NW FROM VILONIA.
 FG0119'5.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT VILONIA,
 FG0119'THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 36, 28 FEET EAST OF THE
 FG0119'CENTERLINE OF THE HIGHWAY, 3.5 FEET WEST OF A POWER POLE, ABOUT 1 FOOT
 FG0119'ABOVE THE LEVEL OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, SET IN TOP OF
 FG0119'A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1389 ***********************************************************************
 EH1389  DESIGNATION -  13 W
 EH1389  PID         -  EH1389
 EH1389  STATE/COUNTY-  AR/ARKANSAS
 EH1389  USGS QUAD   -  DE WITT (1968)
 EH1389
 EH1389                         *CURRENT SURVEY CONTROL
 EH1389  ___________________________________________________________________
 EH1389* NAD 83(1986)-  34 20 09.     (N)    091 20 53.     (W)     SCALED    
 EH1389* NAVD 88     -        58.185  (meters)     190.90   (feet)  ADJUSTED  
 EH1389  ___________________________________________________________________
 EH1389  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH1389  DYNAMIC HT  -          58.128 (meters)     190.71  (feet)  COMP
 EH1389  MODELED GRAV-     979,667.9   (mgal)                       NAVD 88
 EH1389
 EH1389  VERT ORDER  -  FIRST     CLASS II
 EH1389
 EH1389.The horizontal coordinates were scaled from a topographic map and have
 EH1389.an estimated accuracy of +/- 6 seconds.
 EH1389
 EH1389.The orthometric height was determined by differential leveling
 EH1389.and adjusted by the National Geodetic Survey in August 1993..
 EH1389
 EH1389.The geoid height was determined by GEOID03.
 EH1389
 EH1389.The dynamic height is computed by dividing the NAVD 88
 EH1389.geopotential number by the normal gravity value computed on the
 EH1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1389.degrees latitude (g = 980.6199 gals.).
 EH1389
 EH1389.The modeled gravity was interpolated from observed gravity values.
 EH1389
 EH1389;                    North         East    Units  Estimated Accuracy
 EH1389;SPC AR S     -   585,320.      459,990.      MT  (+/- 180 meters Scaled)
 EH1389
 EH1389                          SUPERSEDED SURVEY CONTROL
 EH1389
 EH1389  NAVD 88 (06/15/91)   58.255  (m)          191.12   (f) UNKNOWN     1 2
 EH1389  NGVD 29 (??/??/??)   58.262  (m)          191.15   (f) ADJUSTED    1 2
 EH1389
 EH1389.Superseded values are not recommended for survey control.
 EH1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1389.See file dsdata.txt to determine how the superseded data were derived.
 EH1389
 EH1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU519006(NAD 83)
 EH1389_MARKER: DD = SURVEY DISK
 EH1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1389_STAMPING: 13 W 1928
 EH1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1389+STABILITY: SURFACE MOTION
 EH1389
 EH1389  HISTORY     - Date     Condition        Report By
 EH1389  HISTORY     - 1928     MONUMENTED       USGS
 EH1389  HISTORY     - 1954     GOOD             CGS
 EH1389  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1389
 EH1389                          STATION DESCRIPTION
 EH1389
 EH1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1389'3.2 MI N FROM DEWITT.
 EH1389'3.2 MILES NORTH ALONG STATE HIGHWAY 30 FROM THE COURTHOUSE AT DEWITT,
 EH1389'0.1 MILE NORTH OF A ROAD LEADING WEST, 52 FEET NORTHWEST OF THE
 EH1389'NORTHWEST CORNER OF A HOUSE, 34 FEET EAST OF THE CENTER LINE OF THE
 EH1389'HIGHWAY, 6 FEET SOUTHWEST OF A FENCE CORNER, 6 FEET SOUTHWEST OF A
 EH1389'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 EH1389'FOOT ABOVE THE GROUND.  NOTE-- DITCH BANK IS NOW 36 FEET EAST OF THE
 EH1389'CENTER OF THE HIGHWAY.
 EH1389
 EH1389                          STATION RECOVERY (1976)
 EH1389
 EH1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1368 ***********************************************************************
 EH1368  DESIGNATION -  1300 A
 EH1368  PID         -  EH1368
 EH1368  STATE/COUNTY-  AR/LINCOLN
 EH1368  USGS QUAD   -  GILLETT (1972)
 EH1368
 EH1368                         *CURRENT SURVEY CONTROL
 EH1368  ___________________________________________________________________
 EH1368* NAD 83(1986)-  34 02 59.     (N)    091 28 40.     (W)     SCALED    
 EH1368* NAVD 88     -        58.879  (meters)     193.17   (feet)  ADJUSTED  
 EH1368  ___________________________________________________________________
 EH1368  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1368  DYNAMIC HT  -          58.821 (meters)     192.98  (feet)  COMP
 EH1368  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 EH1368
 EH1368  VERT ORDER  -  SECOND    CLASS 0
 EH1368
 EH1368.The horizontal coordinates were scaled from a topographic map and have
 EH1368.an estimated accuracy of +/- 6 seconds.
 EH1368
 EH1368.The orthometric height was determined by differential leveling
 EH1368.and adjusted by the National Geodetic Survey in June 1991..
 EH1368
 EH1368.The geoid height was determined by GEOID03.
 EH1368
 EH1368.The dynamic height is computed by dividing the NAVD 88
 EH1368.geopotential number by the normal gravity value computed on the
 EH1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1368.degrees latitude (g = 980.6199 gals.).
 EH1368
 EH1368.The modeled gravity was interpolated from observed gravity values.
 EH1368
 EH1368;                    North         East    Units  Estimated Accuracy
 EH1368;SPC AR S     -   553,520.      448,210.      MT  (+/- 180 meters Scaled)
 EH1368
 EH1368                          SUPERSEDED SURVEY CONTROL
 EH1368
 EH1368  NGVD 29 (??/??/??)   58.954  (m)          193.42   (f) ADJUSTED    2 0
 EH1368
 EH1368.Superseded values are not recommended for survey control.
 EH1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1368.See file dsdata.txt to determine how the superseded data were derived.
 EH1368
 EH1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT404687(NAD 83)
 EH1368_MARKER: Z = SEE DESCRIPTION
 EH1368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1368_STAMPING: 1300 A
 EH1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1368
 EH1368  HISTORY     - Date     Condition        Report By
 EH1368  HISTORY     - UNK      MONUMENTED       DOD
 EH1368  HISTORY     - 1940     GOOD             CGS
 EH1368  HISTORY     - 1972     MARK NOT FOUND   USGS
 EH1368
 EH1368                          STATION DESCRIPTION
 EH1368
 EH1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1368'9.1 MI NE FROM GOULD.
 EH1368'9.1 MILES NORTHEAST ALONG STATE HIGHWAY NO 114 AND DIRT ROAD TOWARDS
 EH1368'SOUTH BEND FROM MISSOURI PACIFIC RAILROAD STATION AT GOULD.  TO REACH
 EH1368'FROM MISSOURI PACIFIC RAILROAD STATION AT GOULD, PROCEED NORTHWARD
 EH1368'ALONG STATE HIGHWAY NO 114, GO 5.2 MILES. TURN RIGHT (EAST) AT
 EH1368'CROCKETTS STORE AND FOLLOW DIRT ROAD TOWARDS SOUTH BEND, GO 3.9 MILES.
 EH1368'TAKE LEFT FORK, PROCEED THROUGH GATE AND TO TOP OF LEVEE, TURN LEFT
 EH1368'ON LEVEE ROAD, GO ABOUT 120 YARDS.  BENCH MARK IS 0.5 MILE WEST OF
 EH1368'SOUTH BEND HEADQUARTERS.  60 PACES UP LEVEE SIDE (WEST) FROM FENCE
 EH1368'LINE.  7 FEET SOUTH CENTER LINE OF LEVEE ROAD, AND PROJECTS 15 INCHES.
 EH1368'A 4 X 4 INCH CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 3.5
 EH1368'FEET AT 175 DEG MAGNETIC FROM THE BENCH MARK.
 EH1368
 EH1368                          STATION RECOVERY (1972)
 EH1368
 EH1368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1753 ***********************************************************************
 EH1753  DESIGNATION -  13/14
 EH1753  PID         -  EH1753
 EH1753  STATE/COUNTY-  AR/JEFFERSON
 EH1753  USGS QUAD   -  MOSCOW (1971)
 EH1753
 EH1753                         *CURRENT SURVEY CONTROL
 EH1753  ___________________________________________________________________
 EH1753* NAD 83(1986)-  34 13 25.     (N)    091 50 07.     (W)     SCALED    
 EH1753* NAVD 88     -        61.796  (meters)     202.74   (feet)  ADJUSTED  
 EH1753  ___________________________________________________________________
 EH1753  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1753  DYNAMIC HT  -          61.736 (meters)     202.55  (feet)  COMP
 EH1753  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 EH1753
 EH1753  VERT ORDER  -  SECOND    CLASS 0
 EH1753
 EH1753.The horizontal coordinates were scaled from a topographic map and have
 EH1753.an estimated accuracy of +/- 6 seconds.
 EH1753
 EH1753.The orthometric height was determined by differential leveling
 EH1753.and adjusted by the National Geodetic Survey in August 1993..
 EH1753
 EH1753.The geoid height was determined by GEOID03.
 EH1753
 EH1753.The dynamic height is computed by dividing the NAVD 88
 EH1753.geopotential number by the normal gravity value computed on the
 EH1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1753.degrees latitude (g = 980.6199 gals.).
 EH1753
 EH1753.The modeled gravity was interpolated from observed gravity values.
 EH1753
 EH1753;                    North         East    Units  Estimated Accuracy
 EH1753;SPC AR S     -   572,700.      415,180.      MT  (+/- 180 meters Scaled)
 EH1753
 EH1753                          SUPERSEDED SURVEY CONTROL
 EH1753
 EH1753  NAVD 88 (06/15/91)   61.806  (m)          202.78   (f) UNKNOWN     2 0
 EH1753  NGVD 29 (??/??/??)   61.838  (m)          202.88   (f) ADJUSTED    2 0
 EH1753
 EH1753.Superseded values are not recommended for survey control.
 EH1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1753.See file dsdata.txt to determine how the superseded data were derived.
 EH1753
 EH1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT072875(NAD 83)
 EH1753_MARKER: P = PIPE CAP
 EH1753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1753_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1753_STAMPING: B M 13/14
 EH1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1753
 EH1753  HISTORY     - Date     Condition        Report By
 EH1753  HISTORY     - UNK      MONUMENTED       DOD
 EH1753  HISTORY     - 1940     GOOD             CGS
 EH1753  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1753
 EH1753                          STATION DESCRIPTION
 EH1753
 EH1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1753'2.4 MI SE FROM LAKE DICK.
 EH1753'2.4 MILES SOUTHEAST ALONG A GRAVEL ROAD AND A CINDER ROAD FROM LAKE
 EH1753'DICK, JEFFERSON COUNTY, AT THE J. H. MORGAN FARM, 120 FEET NORTHEAST
 EH1753'OF CONCRETE MILEPOST 13/14, AT A CULTIVATED FIELD, 170 YARDS WEST OF A
 EH1753'LARGE 2-STORY WHITE HOUSE, 110 FEET NORTH OF THE CENTER LINE OF THE
 EH1753'LEVEE, AND 6 FEET WEST OF THE THIRD PECAN TREE NORTH OF THE LEVEE.  A
 EH1753'STANDARD CAP, STAMPED B M 13/14 AND RIVETED ON THE TOP OF A 3-INCH
 EH1753'IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
 EH1753
 EH1753                          STATION RECOVERY (2003)
 EH1753
 EH1753'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0434 ***********************************************************************
 GF0434  DESIGNATION -  1335
 GF0434  PID         -  GF0434
 GF0434  STATE/COUNTY-  AR/CARROLL
 GF0434  USGS QUAD   -  OSAGE (1968)
 GF0434
 GF0434                         *CURRENT SURVEY CONTROL
 GF0434  ___________________________________________________________________
 GF0434* NAD 83(1986)-  36 10 57.     (N)    093 24 18.     (W)     SCALED    
 GF0434* NAVD 88     -       405.963  (meters)    1331.90   (feet)  ADJUSTED  
 GF0434  ___________________________________________________________________
 GF0434  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GF0434  DYNAMIC HT  -         405.595 (meters)    1330.69  (feet)  COMP
 GF0434  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 GF0434
 GF0434  VERT ORDER  -  SECOND    CLASS 0
 GF0434
 GF0434.The horizontal coordinates were scaled from a topographic map and have
 GF0434.an estimated accuracy of +/- 6 seconds.
 GF0434
 GF0434.The orthometric height was determined by differential leveling
 GF0434.and adjusted by the National Geodetic Survey in June 1991..
 GF0434
 GF0434.The geoid height was determined by GEOID03.
 GF0434
 GF0434.The dynamic height is computed by dividing the NAVD 88
 GF0434.geopotential number by the normal gravity value computed on the
 GF0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0434.degrees latitude (g = 980.6199 gals.).
 GF0434
 GF0434.The modeled gravity was interpolated from observed gravity values.
 GF0434
 GF0434;                    North         East    Units  Estimated Accuracy
 GF0434;SPC AR N     -   206,060.      273,620.      MT  (+/- 180 meters Scaled)
 GF0434
 GF0434                          SUPERSEDED SURVEY CONTROL
 GF0434
 GF0434  NGVD 29 (??/??/92)  405.843  (m)         1331.50   (f) ADJ UNCH    2 0
 GF0434
 GF0434.Superseded values are not recommended for survey control.
 GF0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0434.See file dsdata.txt to determine how the superseded data were derived.
 GF0434
 GF0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA635042(NAD 83)
 GF0434_MARKER: DD = SURVEY DISK
 GF0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0434_SP_SET: WALL
 GF0434_STAMPING: 1335 ELEV
 GF0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0434+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 GF0434
 GF0434  HISTORY     - Date     Condition        Report By
 GF0434  HISTORY     - UNK      MONUMENTED       USGS
 GF0434  HISTORY     - 1935     GOOD             NGS
 GF0434  HISTORY     - 1987     GOOD             USPSQD
 GF0434  HISTORY     - 20060308 GOOD             ARHD
 GF0434
 GF0434                          STATION DESCRIPTION
 GF0434
 GF0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0434'AT OSAGE.
 GF0434'AT OSAGE, CARROLL COUNTY, IN THE SOUTH STONE WALL OF THE POST
 GF0434'OFFICE AND STAMPS AND SON STORE, 13.4 FEET WEST OF THE SOUTHEAST
 GF0434'CORNER, 4.6 FEET EAST OF THE CENTER OF THE SOUTH ENTRANCE, 3.1
 GF0434'FEET ABOVE THE PORCH FLOOR.  A STANDARD DISK, STAMPED 1335
 GF0434'ELEV. AND SET VERTICALLY.
 GF0434
 GF0434                          STATION RECOVERY (1987)
 GF0434
 GF0434'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0434'RECOVERED IN GOOD CONDITION.
 GF0434
 GF0434                          STATION RECOVERY (2006)
 GF0434
 GF0434'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 GF0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0542 ***********************************************************************
 GF0542  DESIGNATION -  1345
 GF0542  PID         -  GF0542
 GF0542  STATE/COUNTY-  AR/MADISON
 GF0542  USGS QUAD   -  MARBLE (1973)
 GF0542
 GF0542                         *CURRENT SURVEY CONTROL
 GF0542  ___________________________________________________________________
 GF0542* NAD 83(1986)-  36 08 21.     (N)    093 35 09.     (W)     SCALED    
 GF0542* NAVD 88     -       409.933  (meters)    1344.92   (feet)  ADJUSTED  
 GF0542  ___________________________________________________________________
 GF0542  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GF0542  DYNAMIC HT  -         409.559 (meters)    1343.69  (feet)  COMP
 GF0542  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 GF0542
 GF0542  VERT ORDER  -  SECOND    CLASS 0
 GF0542
 GF0542.The horizontal coordinates were scaled from a topographic map and have
 GF0542.an estimated accuracy of +/- 6 seconds.
 GF0542
 GF0542.The orthometric height was determined by differential leveling
 GF0542.and adjusted by the National Geodetic Survey in June 1991..
 GF0542
 GF0542.The geoid height was determined by GEOID03.
 GF0542
 GF0542.The dynamic height is computed by dividing the NAVD 88
 GF0542.geopotential number by the normal gravity value computed on the
 GF0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0542.degrees latitude (g = 980.6199 gals.).
 GF0542
 GF0542.The modeled gravity was interpolated from observed gravity values.
 GF0542
 GF0542;                    North         East    Units  Estimated Accuracy
 GF0542;SPC AR N     -   201,500.      257,280.      MT  (+/- 180 meters Scaled)
 GF0542
 GF0542                          SUPERSEDED SURVEY CONTROL
 GF0542
 GF0542  NGVD 29 (??/??/92)  409.808  (m)         1344.51   (f) ADJ UNCH    2 0
 GF0542
 GF0542.Superseded values are not recommended for survey control.
 GF0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0542.See file dsdata.txt to determine how the superseded data were derived.
 GF0542
 GF0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV472995(NAD 83)
 GF0542_MARKER: P = PIPE CAP
 GF0542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GF0542_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GF0542_STAMPING: ELEV 1345
 GF0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0542
 GF0542  HISTORY     - Date     Condition        Report By
 GF0542  HISTORY     - UNK      MONUMENTED       USGS
 GF0542  HISTORY     - 1935     GOOD             NGS
 GF0542  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0542
 GF0542                          STATION DESCRIPTION
 GF0542
 GF0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0542'AT MARBLE.
 GF0542'AT MARBLE, MADISON COUNTY, 38 FEET NORTHWEST OF THE NORTHWEST
 GF0542'CORNER OF MARBLE HOTEL, 120 FEET SOUTH OF THE CENTERLINE OF
 GF0542'STATE HIGHWAY 68, 27 FEET WEST OF THE WEST END OF A GATE, 4
 GF0542'FEET SOUTHEAST OF THE NORTHWEST CORNER OF A YARD FENCE, AND 3
 GF0542'FEET EAST OF A FENCE.  A STANDARD CAP, STAMPED ELEV. 1345 AND
 GF0542'RIVETED ON THE TOP OF AN IRON PIPE.
 GF0542
 GF0542                          STATION RECOVERY (1987)
 GF0542
 GF0542'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0354 ***********************************************************************
 GF0354  DESIGNATION -  1347 FT
 GF0354  PID         -  GF0354
 GF0354  STATE/COUNTY-  AR/CARROLL
 GF0354  USGS QUAD   -  BLUE EYE (1972)
 GF0354
 GF0354                         *CURRENT SURVEY CONTROL
 GF0354  ___________________________________________________________________
 GF0354* NAD 83(1986)-  36 27 21.     (N)    093 26 10.     (W)     SCALED    
 GF0354* NAVD 88     -       409.911  (meters)    1344.85   (feet)  ADJUSTED  
 GF0354  ___________________________________________________________________
 GF0354  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0354  DYNAMIC HT  -         409.552 (meters)    1343.67  (feet)  COMP
 GF0354  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 GF0354
 GF0354  VERT ORDER  -  SECOND    CLASS 0
 GF0354
 GF0354.The horizontal coordinates were scaled from a topographic map and have
 GF0354.an estimated accuracy of +/- 6 seconds.
 GF0354
 GF0354.The orthometric height was determined by differential leveling
 GF0354.and adjusted by the National Geodetic Survey in June 1991..
 GF0354
 GF0354.The geoid height was determined by GEOID03.
 GF0354
 GF0354.The dynamic height is computed by dividing the NAVD 88
 GF0354.geopotential number by the normal gravity value computed on the
 GF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0354.degrees latitude (g = 980.6199 gals.).
 GF0354
 GF0354.The modeled gravity was interpolated from observed gravity values.
 GF0354
 GF0354;                    North         East    Units  Estimated Accuracy
 GF0354;SPC AR N     -   236,430.      271,260.      MT  (+/- 180 meters Scaled)
 GF0354
 GF0354                          SUPERSEDED SURVEY CONTROL
 GF0354
 GF0354  NGVD 29 (??/??/92)  409.778  (m)         1344.41   (f) ADJ UNCH    2 0
 GF0354
 GF0354.Superseded values are not recommended for survey control.
 GF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0354.See file dsdata.txt to determine how the superseded data were derived.
 GF0354
 GF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA609345(NAD 83)
 GF0354_MARKER: DB = BENCH MARK DISK
 GF0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0354_SP_SET: STONE
 GF0354_STAMPING: 1347 FTVL
 GF0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0354+STABILITY: SURFACE MOTION
 GF0354
 GF0354  HISTORY     - Date     Condition        Report By
 GF0354  HISTORY     - UNK      MONUMENTED       USGS
 GF0354  HISTORY     - 1934     GOOD             NGS
 GF0354  HISTORY     - 1987     GOOD             USPSQD
 GF0354
 GF0354                          STATION DESCRIPTION
 GF0354
 GF0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0354'IN OAKGROVE.
 GF0354'IN THE VILLAGE OF OAKGROVE AT TURN IN HIGHWAY 21, SEC. 28, T. 21 N.,
 GF0354'R. 23W., IN SOUTHEAST CORNER OF FENCE IN YARD OF J.H. EVANS, IN TOP
 GF0354'OF STONE POST 6 X 22 X 36 INCHES.
 GF0354
 GF0354                          STATION RECOVERY (1987)
 GF0354
 GF0354'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0063 ***********************************************************************
 GG0063  DESIGNATION -  1385.37
 GG0063  PID         -  GG0063
 GG0063  STATE/COUNTY-  AR/BENTON
 GG0063  USGS QUAD   -  ROGERS (1976)
 GG0063
 GG0063                         *CURRENT SURVEY CONTROL
 GG0063  ___________________________________________________________________
 GG0063* NAD 83(1986)-  36 19 58.     (N)    094 06 58.     (W)     SCALED    
 GG0063* NAVD 88     -       421.424  (meters)    1382.62   (feet)  ADJUSTED  
 GG0063  ___________________________________________________________________
 GG0063  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GG0063  DYNAMIC HT  -         421.050 (meters)    1381.39  (feet)  COMP
 GG0063  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 GG0063
 GG0063  VERT ORDER  -  FIRST     CLASS II
 GG0063
 GG0063.The horizontal coordinates were scaled from a topographic map and have
 GG0063.an estimated accuracy of +/- 6 seconds.
 GG0063
 GG0063.The orthometric height was determined by differential leveling
 GG0063.and adjusted by the National Geodetic Survey in June 1991..
 GG0063.WARNING-Repeat measurements at this control monument indicate possible
 GG0063.vertical movement.
 GG0063
 GG0063.The geoid height was determined by GEOID03.
 GG0063
 GG0063.The dynamic height is computed by dividing the NAVD 88
 GG0063.geopotential number by the normal gravity value computed on the
 GG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0063.degrees latitude (g = 980.6199 gals.).
 GG0063
 GG0063.The modeled gravity was interpolated from observed gravity values.
 GG0063
 GG0063;                    North         East    Units  Estimated Accuracy
 GG0063;SPC AR N     -   223,870.      210,020.      MT  (+/- 180 meters Scaled)
 GG0063
 GG0063                          SUPERSEDED SURVEY CONTROL
 GG0063
 GG0063  NGVD 29 (10/05/93)  421.275  (m)         1382.13   (f) ADJUSTED    1 2
 GG0063
 GG0063.Superseded values are not recommended for survey control.
 GG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0063.See file dsdata.txt to determine how the superseded data were derived.
 GG0063
 GG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA998214(NAD 83)
 GG0063_MARKER: DB = BENCH MARK DISK
 GG0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0063_SP_SET: CONCRETE POST
 GG0063_STAMPING: 1385.37
 GG0063_MARK LOGO: AR3390
 GG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0063+STABILITY: SURFACE MOTION
 GG0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0063+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 GG0063
 GG0063  HISTORY     - Date     Condition        Report By
 GG0063  HISTORY     - UNK      MONUMENTED       AR3390
 GG0063  HISTORY     - 1961     GOOD             NGS
 GG0063  HISTORY     - 1987     GOOD             USPSQD
 GG0063  HISTORY     - 1987     GOOD             USPSQD
 GG0063  HISTORY     - 19891115 GOOD             NGS
 GG0063  HISTORY     - 20050530 GOOD             GEOCAC
 GG0063
 GG0063                          STATION DESCRIPTION
 GG0063
 GG0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0063'AT ROGERS.
 GG0063'IT IS LOCATED NEAR THE NORTHWEST CORNER OF A SMALL PARK AND IN
 GG0063'THE SOUTHEAST CORNER OF THE INTERSECTION OF FIRST AND WALNUT
 GG0063'STREETS.  IN SEPTEMBER 1936 IT WAS REPORTED THAT THIS BENCH MARK
 GG0063'HAD BEEN DISTURBED AND ITS ELEVATION WAS UNK    .
 GG0063
 GG0063                          STATION RECOVERY (1987)
 GG0063
 GG0063'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0063'RECOVERED IN GOOD CONDITION.
 GG0063
 GG0063                          STATION RECOVERY (1987)
 GG0063
 GG0063'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0063'RECOVERED IN GOOD CONDITION.
 GG0063
 GG0063                          STATION RECOVERY (1989)
 GG0063
 GG0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0063'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ROGERS,
 GG0063'AT THE INTERSECTION OF WALNUT AND FIRST STREETS, NEAR THE NORTHEAST
 GG0063'CORNER OF A SMALL PARK, 10.9 M (35.8 FT) EAST OF THE CENTERLINE OF
 GG0063'FIRST STREET, 7.6 M (24.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 GG0063'CABOOSE, 6.6 M (21.7 FT) SOUTH OF THE CENTER OF WALNUT STREET, 0.3 M
 GG0063'(1.0 FT) ABOVE THE LEVEL OF THE STREETS, AND IN A CONCRETE MONUMENT
 GG0063'THAT IS FLUSH WITH THE GROUND SURFACE.
 GG0063
 GG0063                          STATION RECOVERY (2005)
 GG0063
 GG0063'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0063'THE BENCHMARK IS LOCATED IN THE NORTHWEST CORNER OF THE PARK NOT THE
 GG0063'NORTHEAST CORNER.
 GG0063' 
 GG0063'HANDHELD GPS COORDINATES N36 19.975 W94 06.966
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0190 ***********************************************************************
 DL0190  DESIGNATION -  138.96
 DL0190  PID         -  DL0190
 DL0190  STATE/COUNTY-  AR/ASHLEY
 DL0190  USGS QUAD   -  MARAIS SALINE (1981)
 DL0190
 DL0190                         *CURRENT SURVEY CONTROL
 DL0190  ___________________________________________________________________
 DL0190* NAD 83(1986)-  33 08 26.     (N)    092 00 23.     (W)     SCALED    
 DL0190* NAVD 88     -        42.207  (meters)     138.47   (feet)  ADJUSTED  
 DL0190  ___________________________________________________________________
 DL0190  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DL0190  DYNAMIC HT  -          42.162 (meters)     138.33  (feet)  COMP
 DL0190  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DL0190
 DL0190  VERT ORDER  -  SECOND    CLASS 0
 DL0190
 DL0190.The horizontal coordinates were scaled from a topographic map and have
 DL0190.an estimated accuracy of +/- 6 seconds.
 DL0190
 DL0190.The orthometric height was determined by differential leveling
 DL0190.and adjusted by the National Geodetic Survey in June 1991..
 DL0190
 DL0190.The geoid height was determined by GEOID03.
 DL0190
 DL0190.The dynamic height is computed by dividing the NAVD 88
 DL0190.geopotential number by the normal gravity value computed on the
 DL0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0190.degrees latitude (g = 980.6199 gals.).
 DL0190
 DL0190.The modeled gravity was interpolated from observed gravity values.
 DL0190
 DL0190;                    North         East    Units  Estimated Accuracy
 DL0190;SPC AR S     -   452,560.      399,400.      MT  (+/- 180 meters Scaled)
 DL0190
 DL0190                          SUPERSEDED SURVEY CONTROL
 DL0190
 DL0190  NGVD 29 (??/??/92)   42.275  (m)          138.70   (f) ADJ UNCH    2 0
 DL0190
 DL0190.Superseded values are not recommended for survey control.
 DL0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0190.See file dsdata.txt to determine how the superseded data were derived.
 DL0190
 DL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS926673(NAD 83)
 DL0190_MARKER: S = SPIKE
 DL0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0190_SP_SET: OAK TREE
 DL0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0190
 DL0190  HISTORY     - Date     Condition        Report By
 DL0190  HISTORY     - UNK      MONUMENTED       ARHD
 DL0190  HISTORY     - 1934     MARK NOT FOUND   NGS
 DL0190  HISTORY     - 1934     MARK NOT FOUND   NGS
 DL0190
 DL0190                          STATION DESCRIPTION
 DL0190
 DL0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0190'3 MI W FROM CROSSETT.
 DL0190'3 MILES WEST ALONG U. S. HIGHWAY 82 FROM CROSSETT, ASHLEY COUNTY, AT
 DL0190'STATION 143+30, AT A ROAD INTERSECTION, 65 FEET SOUTH OF THE
 DL0190'CENTERLINE OF THE HIGHWAY, AND IN A ROOT ON THE NORTH SIDE OF AN
 DL0190'8-INCH WHITE OAK TREE.  THE TOP OF A SPIKE.
 DL0190
 DL0190                          STATION RECOVERY (1934)
 DL0190
 DL0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DL0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0001 ***********************************************************************
 FG0001  DESIGNATION -  14
 FG0001  PID         -  FG0001
 FG0001  STATE/COUNTY-  AR/IZARD
 FG0001  USGS QUAD   -  SYLAMORE (1975)
 FG0001
 FG0001                         *CURRENT SURVEY CONTROL
 FG0001  ___________________________________________________________________
 FG0001* NAD 83(1986)-  35 59 11.     (N)    092 02 10.     (W)     SCALED    
 FG0001* NAVD 88     -       148.319  (meters)     486.61   (feet)  ADJUSTED  
 FG0001  ___________________________________________________________________
 FG0001  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FG0001  DYNAMIC HT  -         148.190 (meters)     486.19  (feet)  COMP
 FG0001  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 FG0001
 FG0001  VERT ORDER  -  SECOND    CLASS 0
 FG0001
 FG0001.The horizontal coordinates were scaled from a topographic map and have
 FG0001.an estimated accuracy of +/- 6 seconds.
 FG0001
 FG0001.The orthometric height was determined by differential leveling
 FG0001.and adjusted by the National Geodetic Survey in June 1991..
 FG0001
 FG0001.The geoid height was determined by GEOID03.
 FG0001
 FG0001.The dynamic height is computed by dividing the NAVD 88
 FG0001.geopotential number by the normal gravity value computed on the
 FG0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0001.degrees latitude (g = 980.6199 gals.).
 FG0001
 FG0001.The modeled gravity was interpolated from observed gravity values.
 FG0001
 FG0001;                    North         East    Units  Estimated Accuracy
 FG0001;SPC AR N     -   183,400.      396,740.      MT  (+/- 180 meters Scaled)
 FG0001
 FG0001                          SUPERSEDED SURVEY CONTROL
 FG0001
 FG0001  NGVD 29 (??/??/92)  148.215  (m)          486.27   (f) ADJ UNCH    2 0
 FG0001
 FG0001.Superseded values are not recommended for survey control.
 FG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0001.See file dsdata.txt to determine how the superseded data were derived.
 FG0001
 FG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV868828(NAD 83)
 FG0001_MARKER: N = NAIL
 FG0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0001_SP_SET: OAK TREE
 FG0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0001
 FG0001  HISTORY     - Date     Condition        Report By
 FG0001  HISTORY     - UNK      MONUMENTED       ARHD
 FG0001  HISTORY     - 1932     GOOD             NGS
 FG0001  HISTORY     - 1935     GOOD             NGS
 FG0001
 FG0001                          STATION DESCRIPTION
 FG0001
 FG0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0001'7.25 MI NE FROM SYLAMORE.
 FG0001'A NAIL IN THE ROOT ON THE WEST SIDE OF AN 18 INCH WHITE OAK TREE
 FG0001'LOCATED 50 YARDS WEST OF UPPER TWIN CREEK SCHOOL HOUSE AND 22 YARDS
 FG0001'SOUTH OF THE CENTER-LINE OF HIGHWAY NO. 9.
 FG0001
 FG0001                          STATION RECOVERY (1935)
 FG0001
 FG0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1533 ***********************************************************************
 EH1533  DESIGNATION -  14 AR
 EH1533  PID         -  EH1533
 EH1533  STATE/COUNTY-  AR/LINCOLN
 EH1533  USGS QUAD   -  CADES (1975)
 EH1533
 EH1533                         *CURRENT SURVEY CONTROL
 EH1533  ___________________________________________________________________
 EH1533* NAD 83(1986)-  34 02 24.     (N)    091 37 17.     (W)     SCALED    
 EH1533* NAVD 88     -        54.100  (meters)     177.49   (feet)  ADJUSTED  
 EH1533  ___________________________________________________________________
 EH1533  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EH1533  DYNAMIC HT  -          54.047 (meters)     177.32  (feet)  COMP
 EH1533  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 EH1533
 EH1533  VERT ORDER  -  FIRST     CLASS II
 EH1533
 EH1533.The horizontal coordinates were scaled from a topographic map and have
 EH1533.an estimated accuracy of +/- 6 seconds.
 EH1533
 EH1533.The orthometric height was determined by differential leveling
 EH1533.and adjusted by the National Geodetic Survey in August 1993..
 EH1533.WARNING-Repeat measurements at this control monument indicate possible
 EH1533.vertical movement.
 EH1533
 EH1533.The geoid height was determined by GEOID03.
 EH1533
 EH1533.The dynamic height is computed by dividing the NAVD 88
 EH1533.geopotential number by the normal gravity value computed on the
 EH1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1533.degrees latitude (g = 980.6199 gals.).
 EH1533
 EH1533.The modeled gravity was interpolated from observed gravity values.
 EH1533
 EH1533;                    North         East    Units  Estimated Accuracy
 EH1533;SPC AR S     -   552,380.      434,960.      MT  (+/- 180 meters Scaled)
 EH1533
 EH1533                          SUPERSEDED SURVEY CONTROL
 EH1533
 EH1533  NAVD 88 (06/15/91)   54.100  (m)          177.49   (f) UNKNOWN     1 2
 EH1533  NGVD 29 (??/??/??)   54.174  (m)          177.74   (f) ADJUSTED    1 2
 EH1533
 EH1533.Superseded values are not recommended for survey control.
 EH1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1533.See file dsdata.txt to determine how the superseded data were derived.
 EH1533
 EH1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT272674(NAD 83)
 EH1533_MARKER: P = PIPE CAP
 EH1533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1533_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1533_STAMPING: 14 A R 1930 177 B M
 EH1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1533
 EH1533  HISTORY     - Date     Condition        Report By
 EH1533  HISTORY     - 1930     MONUMENTED       DOD
 EH1533  HISTORY     - 1954     GOOD             CGS
 EH1533  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH1533
 EH1533                          STATION DESCRIPTION
 EH1533
 EH1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1533'IN VARNER.
 EH1533'AT VARNER, 114 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI
 EH1533'PACIFIC RAILROAD, 2 POLES NORTHWEST OF MILEPOST 415, 54 FEET SOUTHWEST
 EH1533'OF A FENCE, 25 FEET NORTHWEST OF A 48 INCH OAK TREE, 2 FEET NORTHWEST
 EH1533'OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS
 EH1533'0.4 FOOT ABOVE THE GROUND.
 EH1533
 EH1533                          STATION RECOVERY (1963)
 EH1533
 EH1533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH1533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0273 ***********************************************************************
 FG0273  DESIGNATION -  14 B
 FG0273  PID         -  FG0273
 FG0273  STATE/COUNTY-  AR/FAULKNER
 FG0273  USGS QUAD   -  DAMASCUS (1994)
 FG0273
 FG0273                         *CURRENT SURVEY CONTROL
 FG0273  ___________________________________________________________________
 FG0273* NAD 83(1997)-  35 17 20.73639(N)    092 23 10.17724(W)     ADJUSTED  
 FG0273* NAVD 88     -       197.664  (meters)     648.50   (feet)  ADJUSTED  
 FG0273  ___________________________________________________________________
 FG0273  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FG0273  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0273  DYNAMIC HT  -         197.479 (meters)     647.90  (feet)  COMP
 FG0273  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FG0273
 FG0273  HORZ ORDER  -  THIRD
 FG0273  VERT ORDER  -  SECOND    CLASS 0
 FG0273
 FG0273.The horizontal coordinates were established by classical geodetic methods
 FG0273.and adjusted by the National Geodetic Survey in September 1999..
 FG0273
 FG0273.The orthometric height was determined by differential leveling
 FG0273.and adjusted by the National Geodetic Survey in June 1991..
 FG0273
 FG0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0273
 FG0273.The geoid height was determined by GEOID03.
 FG0273
 FG0273.The dynamic height is computed by dividing the NAVD 88
 FG0273.geopotential number by the normal gravity value computed on the
 FG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0273.degrees latitude (g = 980.6199 gals.).
 FG0273
 FG0273.The modeled gravity was interpolated from observed gravity values.
 FG0273
 FG0273;                    North         East     Units Scale Factor Converg.
 FG0273;SPC AR N     -   106,102.159   364,874.439   MT  0.99994913   -0 13 28.9
 FG0273;SPC AR N     -   348,103.50  1,197,092.22   sFT  0.99994913   -0 13 28.9
 FG0273;UTM  15      - 3,905,275.928   555,816.523   MT  0.99963839   +0 21 16.7
 FG0273
 FG0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0273!SPC AR N     -   0.99997337  x   0.99994913  =   0.99992250
 FG0273!UTM  15      -   0.99997337  x   0.99963839  =   0.99961177
 FG0273
 FG0273:                Primary Azimuth Mark                     Grid Az
 FG0273:SPC AR N     -  14 B AZ MK                               082 24 41.4
 FG0273:UTM  15      -  14 B AZ MK                               081 49 55.8
 FG0273
 FG0273|---------------------------------------------------------------------|
 FG0273| PID    Reference Object                     Distance      Geod. Az  |
 FG0273|                                                           dddmmss.s |
 FG0273| CH9997 14 B AZ MK                                         0821112.5 |
 FG0273| FG1725 14 C                                400.861 METERS 2703230.7 |
 FG0273|---------------------------------------------------------------------|
 FG0273
 FG0273                          SUPERSEDED SURVEY CONTROL
 FG0273
 FG0273  NAD 83(1986)-  35 17 20.75006(N)    092 23 10.17283(W) AD(       ) 3
 FG0273  NGVD 29 (??/??/92)  197.65   (m)          648.5    (f) COMPUTED    2 0
 FG0273
 FG0273.Superseded values are not recommended for survey control.
 FG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0273.See file dsdata.txt to determine how the superseded data were derived.
 FG0273
 FG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5581705276(NAD 83)
 FG0273_MARKER: DD = SURVEY DISK
 FG0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0273_STAMPING: 14 B
 FG0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0273+STABILITY: SURFACE MOTION
 FG0273
 FG0273  HISTORY     - Date     Condition        Report By
 FG0273  HISTORY     - UNK      MONUMENTED       USAF
 FG0273  HISTORY     - 1962     GOOD             NGS
 FG0273
 FG0273                          STATION DESCRIPTION
 FG0273
 FG0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0273'4.45 MI N FROM GREENBRIER.
 FG0273'2.05 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0273'GREENBRIER TO JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY 25, THENCE
 FG0273'1.95 MILES NORTH ALONG U.S. HIGHWAY 65, THENCE 0.4 MILE EAST ALONG A
 FG0273'BLACKTOP ROAD, THENCE 0.05 MILE NORTH ALONG A BLACKTOP ROAD, SET IN
 FG0273'TOP OF A CYLINDRICAL CONCRETE POST 18 INCHES IN DIAMETER AND ABOUT 5
 FG0273'FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0805 ***********************************************************************
 FF0805  DESIGNATION -  14 N 5 E 24 DC
 FF0805  PID         -  FF0805
 FF0805  STATE/COUNTY-  AR/CRAIGHEAD
 FF0805  USGS QUAD   -  NEEDHAM (1983)
 FF0805
 FF0805                         *CURRENT SURVEY CONTROL
 FF0805  ___________________________________________________________________
 FF0805* NAD 83(1986)-  35 49 33.     (N)    090 30 20.     (W)     SCALED    
 FF0805* NAVD 88     -        71.796  (meters)     235.55   (feet)  POSTED    
 FF0805  ___________________________________________________________________
 FF0805  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FF0805  DYNAMIC HT  -          71.740 (meters)     235.37  (feet)  COMP
 FF0805  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 FF0805
 FF0805  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0805
 FF0805.The horizontal coordinates were scaled from a topographic map and have
 FF0805.an estimated accuracy of +/- 6 seconds.
 FF0805
 FF0805.The orthometric height was determined by differential leveling
 FF0805.and adjusted by the National Geodetic Survey in 1992..
 FF0805.No vertical observational check was made to the station.
 FF0805.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0805.was located on a no-check spur therefore a value was not computed.
 FF0805
 FF0805.The geoid height was determined by GEOID03.
 FF0805
 FF0805.The dynamic height is computed by dividing the NAVD 88
 FF0805.geopotential number by the normal gravity value computed on the
 FF0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0805.degrees latitude (g = 980.6199 gals.).
 FF0805
 FF0805.The modeled gravity was interpolated from observed gravity values.
 FF0805
 FF0805;                    North         East    Units  Estimated Accuracy
 FF0805;SPC AR N     -   166,610.      535,030.      MT  (+/- 180 meters Scaled)
 FF0805
 FF0805                          SUPERSEDED SURVEY CONTROL
 FF0805
 FF0805  NGVD 29 (??/??/??)   71.732  (m)          235.34   (f) ADJUSTED    1 2
 FF0805
 FF0805.Superseded values are not recommended for survey control.
 FF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0805.See file dsdata.txt to determine how the superseded data were derived.
 FF0805
 FF0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV253675(NAD 83)
 FF0805_MARKER: Z = SEE DESCRIPTION
 FF0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0805_SP_SET: PUMP BASE
 FF0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0805
 FF0805  HISTORY     - Date     Condition        Report By
 FF0805  HISTORY     - UNK      MONUMENTED       CGS
 FF0805  HISTORY     - 1956     GOOD             CGS
 FF0805
 FF0805                          STATION DESCRIPTION
 FF0805
 FF0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0805'4.8 MI NW FROM LAKE CITY.
 FF0805'4.15 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0805'THE CITY WATER TOWER AT LAKE CITY, THENCE 0.2 MILE NORTH ALONG
 FF0805'PEKIN ROAD, THENCE 0.15 MILE EAST ALONG STATE HIGHWAY 18, THENCE
 FF0805'0.25 MILE NORTH ALONG A FENCE LINE WHICH FOLLOWS THE WEST EDGE
 FF0805'OF A WOODLAND AND THE EAST EDGE OF A CULTIVATED FIELD, THE TOP
 FF0805'SURFACE OF THE BASE PLATE OF PUMP AROUND SOUTHWEST ANCHOR BOLT
 FF0805'HOLE, 12 FEET EAST OF A FENCE LINE AND 6 FEET SOUTH OF A FENCE
 FF0805'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1517 ***********************************************************************
 FF1517  DESIGNATION -  14 RB
 FF1517  PID         -  FF1517
 FF1517  STATE/COUNTY-  AR/WHITE
 FF1517  USGS QUAD   -  SIDON (1994)
 FF1517
 FF1517                         *CURRENT SURVEY CONTROL
 FF1517  ___________________________________________________________________
 FF1517* NAD 83(1986)-  35 18 39.     (N)    091 58 32.     (W)     SCALED    
 FF1517* NAVD 88     -       237.198  (meters)     778.21   (feet)  ADJUSTED  
 FF1517  ___________________________________________________________________
 FF1517  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF1517  DYNAMIC HT  -         236.977 (meters)     777.48  (feet)  COMP
 FF1517  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FF1517
 FF1517  VERT ORDER  -  SECOND    CLASS 0
 FF1517
 FF1517.The horizontal coordinates were scaled from a topographic map and have
 FF1517.an estimated accuracy of +/- 6 seconds.
 FF1517
 FF1517.The orthometric height was determined by differential leveling
 FF1517.and adjusted by the National Geodetic Survey in June 1991..
 FF1517
 FF1517.The geoid height was determined by GEOID03.
 FF1517
 FF1517.The dynamic height is computed by dividing the NAVD 88
 FF1517.geopotential number by the normal gravity value computed on the
 FF1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1517.degrees latitude (g = 980.6199 gals.).
 FF1517
 FF1517.The modeled gravity was interpolated from observed gravity values.
 FF1517
 FF1517;                    North         East    Units  Estimated Accuracy
 FF1517;SPC AR N     -   108,450.      402,220.      MT  (+/- 180 meters Scaled)
 FF1517
 FF1517                          SUPERSEDED SURVEY CONTROL
 FF1517
 FF1517  NGVD 29 (??/??/??)  237.146  (m)          778.04   (f) ADJUSTED    2 0
 FF1517
 FF1517.Superseded values are not recommended for survey control.
 FF1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1517.See file dsdata.txt to determine how the superseded data were derived.
 FF1517
 FF1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV931079(NAD 83)
 FF1517_MARKER: DD = SURVEY DISK
 FF1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1517_STAMPING: 14 RB 1962
 FF1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1517+STABILITY: SURFACE MOTION
 FF1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1517+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF1517
 FF1517  HISTORY     - Date     Condition        Report By
 FF1517  HISTORY     - 1962     MONUMENTED       USGS
 FF1517  HISTORY     - 1967     GOOD             CGS
 FF1517  HISTORY     - 1988     GOOD             USPSQD
 FF1517  HISTORY     - 20030701 GOOD             USACE
 FF1517
 FF1517                          STATION DESCRIPTION
 FF1517
 FF1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1517'7 MI E FROM ROSE BUD.
 FF1517'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 7.05 MILES EAST
 FF1517'ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN ROSE BUD, 0.05
 FF1517'MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 36 AND 310,
 FF1517'42 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 35 FEET EAST OF A
 FF1517'FENCE CORNER, 2 FEET NORTH OF A METAL WITNESS POST AND SET IN AN
 FF1517'EAST WEST FENCE LINE.  IT IS SET IN THE TOP OF A 11 INCH SQUARE
 FF1517'CONCRETE POST PROJECTING 1 INCH.
 FF1517
 FF1517                          STATION RECOVERY (1988)
 FF1517
 FF1517'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1517'RECOVERED IN GOOD CONDITION.
 FF1517
 FF1517                          STATION RECOVERY (2003)
 FF1517
 FF1517'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0122 ***********************************************************************
 FG0122  DESIGNATION -  14 RHM
 FG0122  PID         -  FG0122
 FG0122  STATE/COUNTY-  AR/FAULKNER
 FG0122  USGS QUAD   -  HAMLET (1994)
 FG0122
 FG0122                         *CURRENT SURVEY CONTROL
 FG0122  ___________________________________________________________________
 FG0122* NAD 83(1986)-  35 06 26.     (N)    092 18 16.     (W)     SCALED    
 FG0122* NAVD 88     -       104.809  (meters)     343.86   (feet)  ADJUSTED  
 FG0122  ___________________________________________________________________
 FG0122  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FG0122  DYNAMIC HT  -         104.711 (meters)     343.54  (feet)  COMP
 FG0122  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FG0122
 FG0122  VERT ORDER  -  SECOND    CLASS 0
 FG0122
 FG0122.The horizontal coordinates were scaled from a topographic map and have
 FG0122.an estimated accuracy of +/- 6 seconds.
 FG0122
 FG0122.The orthometric height was determined by differential leveling
 FG0122.and adjusted by the National Geodetic Survey in June 1991..
 FG0122
 FG0122.The geoid height was determined by GEOID03.
 FG0122
 FG0122.The dynamic height is computed by dividing the NAVD 88
 FG0122.geopotential number by the normal gravity value computed on the
 FG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0122.degrees latitude (g = 980.6199 gals.).
 FG0122
 FG0122.The modeled gravity was interpolated from observed gravity values.
 FG0122
 FG0122;                    North         East    Units  Estimated Accuracy
 FG0122;SPC AR N     -    85,900.      372,250.      MT  (+/- 180 meters Scaled)
 FG0122
 FG0122                          SUPERSEDED SURVEY CONTROL
 FG0122
 FG0122  NGVD 29 (??/??/92)  104.809  (m)          343.86   (f) ADJ UNCH    2 0
 FG0122
 FG0122.Superseded values are not recommended for survey control.
 FG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0122.See file dsdata.txt to determine how the superseded data were derived.
 FG0122
 FG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU633851(NAD 83)
 FG0122_MARKER: DD = SURVEY DISK
 FG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0122_STAMPING: 14 RHM 1960
 FG0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0122+STABILITY: SURFACE MOTION
 FG0122
 FG0122  HISTORY     - Date     Condition        Report By
 FG0122  HISTORY     - 1960     MONUMENTED       USGS
 FG0122  HISTORY     - 1962     GOOD             NGS
 FG0122
 FG0122                          STATION DESCRIPTION
 FG0122
 FG0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0122'7.8 MI NW FROM VILONIA.
 FG0122'5.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT VILONIA,
 FG0122'THENCE 2.1 MILES NORTH ALONG STATE HIGHWAY 36, 31 FEET NORTH OF THE
 FG0122'CENTERLINE OF THE HIGHWAY, 5.6 FEET WEST OF A POWER POLE, 4 FEET NORTH
 FG0122'OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF
 FG0122'A SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1393 ***********************************************************************
 EH1393  DESIGNATION -  14 W
 EH1393  PID         -  EH1393
 EH1393  STATE/COUNTY-  AR/ARKANSAS
 EH1393  USGS QUAD   -  DE WITT NE (1968)
 EH1393
 EH1393                         *CURRENT SURVEY CONTROL
 EH1393  ___________________________________________________________________
 EH1393* NAD 83(1986)-  34 23 11.     (N)    091 20 50.     (W)     SCALED    
 EH1393* NAVD 88     -        61.366  (meters)     201.33   (feet)  ADJUSTED  
 EH1393  ___________________________________________________________________
 EH1393  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH1393  DYNAMIC HT  -          61.307 (meters)     201.14  (feet)  COMP
 EH1393  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EH1393
 EH1393  VERT ORDER  -  FIRST     CLASS II
 EH1393
 EH1393.The horizontal coordinates were scaled from a topographic map and have
 EH1393.an estimated accuracy of +/- 6 seconds.
 EH1393
 EH1393.The orthometric height was determined by differential leveling
 EH1393.and adjusted by the National Geodetic Survey in August 1993..
 EH1393
 EH1393.The geoid height was determined by GEOID03.
 EH1393
 EH1393.The dynamic height is computed by dividing the NAVD 88
 EH1393.geopotential number by the normal gravity value computed on the
 EH1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1393.degrees latitude (g = 980.6199 gals.).
 EH1393
 EH1393.The modeled gravity was interpolated from observed gravity values.
 EH1393
 EH1393;                    North         East    Units  Estimated Accuracy
 EH1393;SPC AR S     -   590,930.      460,030.      MT  (+/- 180 meters Scaled)
 EH1393
 EH1393                          SUPERSEDED SURVEY CONTROL
 EH1393
 EH1393  NAVD 88 (06/15/91)   61.429  (m)          201.54   (f) UNKNOWN     1 2
 EH1393  NGVD 29 (??/??/??)   61.436  (m)          201.56   (f) ADJUSTED    1 2
 EH1393
 EH1393.Superseded values are not recommended for survey control.
 EH1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1393.See file dsdata.txt to determine how the superseded data were derived.
 EH1393
 EH1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU519062(NAD 83)
 EH1393_MARKER: DD = SURVEY DISK
 EH1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1393_STAMPING: 14 W 1928
 EH1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1393+STABILITY: SURFACE MOTION
 EH1393
 EH1393  HISTORY     - Date     Condition        Report By
 EH1393  HISTORY     - 1928     MONUMENTED       USGS
 EH1393  HISTORY     - 1954     GOOD             CGS
 EH1393  HISTORY     - 20030414 MARK NOT FOUND   USACE
 EH1393
 EH1393                          STATION DESCRIPTION
 EH1393
 EH1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1393'4.9 MI SE FROM ALMYRA.
 EH1393'4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 EH1393'ALMYRA, AT A JUNCTION WITH A GRAVELED ROAD LEADING EAST, AT A POINT
 EH1393'WHERE THE HIGHWAY TURNS SOUTH, 33 FEET SOUTH OF THE CENTER LINE OF THE
 EH1393'HIGHWAY, 41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH
 EH1393'OF A TELEPHONE POLE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF
 EH1393'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH1393
 EH1393                          STATION RECOVERY (2003)
 EH1393
 EH1393'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0782 ***********************************************************************
 FG0782  DESIGNATION -  1400.1
 FG0782  PID         -  FG0782
 FG0782  STATE/COUNTY-  AR/NEWTON
 FG0782  USGS QUAD   -  MT JUDEA (1980)
 FG0782
 FG0782                         *CURRENT SURVEY CONTROL
 FG0782  ___________________________________________________________________
 FG0782* NAD 83(1986)-  35 55 49.     (N)    093 02 24.     (W)     SCALED    
 FG0782* NAVD 88     -       426.846  (meters)    1400.41   (feet)  ADJUSTED  
 FG0782  ___________________________________________________________________
 FG0782  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FG0782  DYNAMIC HT  -         426.458 (meters)    1399.14  (feet)  COMP
 FG0782  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FG0782
 FG0782  VERT ORDER  -  SECOND    CLASS 0
 FG0782
 FG0782.The horizontal coordinates were scaled from a topographic map and have
 FG0782.an estimated accuracy of +/- 6 seconds.
 FG0782
 FG0782.The orthometric height was determined by differential leveling
 FG0782.and adjusted by the National Geodetic Survey in June 1991..
 FG0782
 FG0782.The geoid height was determined by GEOID03.
 FG0782
 FG0782.The dynamic height is computed by dividing the NAVD 88
 FG0782.geopotential number by the normal gravity value computed on the
 FG0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0782.degrees latitude (g = 980.6199 gals.).
 FG0782
 FG0782.The modeled gravity was interpolated from observed gravity values.
 FG0782
 FG0782;                    North         East    Units  Estimated Accuracy
 FG0782;SPC AR N     -   177,670.      306,150.      MT  (+/- 180 meters Scaled)
 FG0782
 FG0782                          SUPERSEDED SURVEY CONTROL
 FG0782
 FG0782  NGVD 29 (??/??/92)  426.753  (m)         1400.11   (f) ADJ UNCH    2 0
 FG0782
 FG0782.Superseded values are not recommended for survey control.
 FG0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0782.See file dsdata.txt to determine how the superseded data were derived.
 FG0782
 FG0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV963762(NAD 83)
 FG0782_MARKER: N = NAIL
 FG0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0782_SP_SET: OAK TREE
 FG0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0782
 FG0782  HISTORY     - Date     Condition        Report By
 FG0782  HISTORY     - UNK      MONUMENTED       USGS
 FG0782  HISTORY     - 1935     GOOD             NGS
 FG0782
 FG0782                          STATION DESCRIPTION
 FG0782
 FG0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0782'1.5 MI E FROM MT JUDEA.
 FG0782'1.5 MILES EAST ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF STATE
 FG0782'HIGHWAY 103 AT MT. JUDEA, NEWTON COUNTY, 500 FEET WEST OF A HOUSE ON A
 FG0782'HILL, AT A SHARP CURVE, 190 FEET NORTH OF A CREEK, 190 FEET SOUTH OF A
 FG0782'CULVERT, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN THE BASE
 FG0782'OF A BLAZED 26-INCH WHITE OAK TREE, 6 FEET BELOW THE LEVEL OF THE
 FG0782'ROAD.  A COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1749 ***********************************************************************
 EH1749  DESIGNATION -  14/15
 EH1749  PID         -  EH1749
 EH1749  STATE/COUNTY-  AR/JEFFERSON
 EH1749  USGS QUAD   -  MOSCOW (1971)
 EH1749
 EH1749                         *CURRENT SURVEY CONTROL
 EH1749  ___________________________________________________________________
 EH1749* NAD 83(1986)-  34 13 15.     (N)    091 49 05.     (W)     SCALED    
 EH1749* NAVD 88     -        61.506  (meters)     201.79   (feet)  ADJUSTED  
 EH1749  ___________________________________________________________________
 EH1749  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1749  DYNAMIC HT  -          61.446 (meters)     201.59  (feet)  COMP
 EH1749  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 EH1749
 EH1749  VERT ORDER  -  SECOND    CLASS 0
 EH1749
 EH1749.The horizontal coordinates were scaled from a topographic map and have
 EH1749.an estimated accuracy of +/- 6 seconds.
 EH1749
 EH1749.The orthometric height was determined by differential leveling
 EH1749.and adjusted by the National Geodetic Survey in August 1993..
 EH1749
 EH1749.The geoid height was determined by GEOID03.
 EH1749
 EH1749.The dynamic height is computed by dividing the NAVD 88
 EH1749.geopotential number by the normal gravity value computed on the
 EH1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1749.degrees latitude (g = 980.6199 gals.).
 EH1749
 EH1749.The modeled gravity was interpolated from observed gravity values.
 EH1749
 EH1749;                    North         East    Units  Estimated Accuracy
 EH1749;SPC AR S     -   572,390.      416,760.      MT  (+/- 180 meters Scaled)
 EH1749
 EH1749                          SUPERSEDED SURVEY CONTROL
 EH1749
 EH1749  NAVD 88 (06/15/91)   61.517  (m)          201.83   (f) UNKNOWN     2 0
 EH1749  NGVD 29 (??/??/??)   61.550  (m)          201.94   (f) ADJUSTED    2 0
 EH1749
 EH1749.Superseded values are not recommended for survey control.
 EH1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1749.See file dsdata.txt to determine how the superseded data were derived.
 EH1749
 EH1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT088872(NAD 83)
 EH1749_MARKER: P = PIPE CAP
 EH1749_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1749_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1749_STAMPING: B M 14/15
 EH1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1749
 EH1749  HISTORY     - Date     Condition        Report By
 EH1749  HISTORY     - UNK      MONUMENTED       DOD
 EH1749  HISTORY     - 1940     GOOD             CGS
 EH1749  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1749
 EH1749                          STATION DESCRIPTION
 EH1749
 EH1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1749'3.3 MI SE FROM LAKE DICK.
 EH1749'3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD AND A CINDER ROAD FROM LAKE
 EH1749'DICK, JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A FIELD ROAD LEADING TO
 EH1749'THE SOUTH EDGE OF THE MRS. RUTH WILLIAMS FARM, 0.1 MILE WEST ALONG THE
 EH1749'LEVEE ROAD, 45 FEET NORTH OF CONCRETE MILEPOST 14/15, 70 YARDS WEST OF
 EH1749'A TENANT HOUSE, AT THE EDGE OF A CULTIVATED FIELD, 55 FEET NORTH OF
 EH1749'THE CENTERLINE OF THE LEVEE, AND 24 FEET NORTH OF A FENCE. A STANDARD
 EH1749'CAP, STAMPED B M 14/15 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 EH1749'PROJECTING 6 INCHES ABOVE GROUND.
 EH1749
 EH1749                          STATION RECOVERY (2003)
 EH1749
 EH1749'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0927 ***********************************************************************
 FG0927  DESIGNATION -  1417.5
 FG0927  PID         -  FG0927
 FG0927  STATE/COUNTY-  AR/POPE
 FG0927  USGS QUAD   -  TREAT (1980)
 FG0927
 FG0927                         *CURRENT SURVEY CONTROL
 FG0927  ___________________________________________________________________
 FG0927* NAD 83(1986)-  35 33 04.     (N)    093 10 59.     (W)     SCALED    
 FG0927* NAVD 88     -       432.258  (meters)    1418.17   (feet)  ADJUSTED  
 FG0927  ___________________________________________________________________
 FG0927  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FG0927  DYNAMIC HT  -         431.839 (meters)    1416.79  (feet)  COMP
 FG0927  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 FG0927
 FG0927  VERT ORDER  -  SECOND    CLASS 0
 FG0927
 FG0927.The horizontal coordinates were scaled from a topographic map and have
 FG0927.an estimated accuracy of +/- 6 seconds.
 FG0927
 FG0927.The orthometric height was determined by differential leveling
 FG0927.and adjusted by the National Geodetic Survey in June 1991..
 FG0927
 FG0927.The geoid height was determined by GEOID03.
 FG0927
 FG0927.The dynamic height is computed by dividing the NAVD 88
 FG0927.geopotential number by the normal gravity value computed on the
 FG0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0927.degrees latitude (g = 980.6199 gals.).
 FG0927
 FG0927.The modeled gravity was interpolated from observed gravity values.
 FG0927
 FG0927;                    North         East    Units  Estimated Accuracy
 FG0927;SPC AR N     -   135,750.      292,740.      MT  (+/- 180 meters Scaled)
 FG0927
 FG0927                          SUPERSEDED SURVEY CONTROL
 FG0927
 FG0927  NGVD 29 (??/??/92)  432.21   (m)         1418.0    (f) COMPUTED    2 0
 FG0927
 FG0927.Superseded values are not recommended for survey control.
 FG0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0927.See file dsdata.txt to determine how the superseded data were derived.
 FG0927
 FG0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV834341(NAD 83)
 FG0927_MARKER: R = RIVET
 FG0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0927_SP_SET: PINE TREE
 FG0927_STAMPING: 1417.5
 FG0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0927
 FG0927  HISTORY     - Date     Condition        Report By
 FG0927  HISTORY     - UNK      MONUMENTED       USGS
 FG0927  HISTORY     - 1935     GOOD             NGS
 FG0927
 FG0927                          STATION DESCRIPTION
 FG0927
 FG0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0927'3.4 MI NW FROM HOWARD SCHOOL.
 FG0927'3.4 MILES NORTHWEST OF, FROM HOWARD SCHOOL, ALONG PILOT MT. RD.  ON
 FG0927'OZARK NATIONAL FOREST HIGHWAY.  1.2 MILES NORTH OF SOUTH ENTRANCE TO
 FG0927'PARK.  150 FEET NORTH OF NORTH END OF OLD ROAD CUT.  15 FEET NORTH 60
 FG0927'DEG WEST OF CENTER-LINE OF NATIONAL FOREST HIGHWAY.  IN BASE OF 12
 FG0927'INCH PINE TREE -- FLUSH WITH GROUND AND 2 1/2 FEET ABOVE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0497 ***********************************************************************
 GF0497  DESIGNATION -  1461
 GF0497  PID         -  GF0497
 GF0497  STATE/COUNTY-  AR/CARROLL
 GF0497  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0497
 GF0497                         *CURRENT SURVEY CONTROL
 GF0497  ___________________________________________________________________
 GF0497* NAD 83(1986)-  36 24 01.     (N)    093 44 37.     (W)     SCALED    
 GF0497* NAVD 88     -       444.829  (meters)    1459.41   (feet)  ADJUSTED  
 GF0497  ___________________________________________________________________
 GF0497  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0497  DYNAMIC HT  -         444.436 (meters)    1458.12  (feet)  COMP
 GF0497  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 GF0497
 GF0497  VERT ORDER  -  SECOND    CLASS 0
 GF0497
 GF0497.The horizontal coordinates were scaled from a topographic map and have
 GF0497.an estimated accuracy of +/- 6 seconds.
 GF0497
 GF0497.The orthometric height was determined by differential leveling
 GF0497.and adjusted by the National Geodetic Survey in June 1991..
 GF0497
 GF0497.The geoid height was determined by GEOID03.
 GF0497
 GF0497.The dynamic height is computed by dividing the NAVD 88
 GF0497.geopotential number by the normal gravity value computed on the
 GF0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0497.degrees latitude (g = 980.6199 gals.).
 GF0497
 GF0497.The modeled gravity was interpolated from observed gravity values.
 GF0497
 GF0497;                    North         East    Units  Estimated Accuracy
 GF0497;SPC AR N     -   230,710.      243,590.      MT  (+/- 180 meters Scaled)
 GF0497
 GF0497                          SUPERSEDED SURVEY CONTROL
 GF0497
 GF0497  NGVD 29 (??/??/92)  444.686  (m)         1458.94   (f) ADJ UNCH    2 0
 GF0497
 GF0497.Superseded values are not recommended for survey control.
 GF0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0497.See file dsdata.txt to determine how the superseded data were derived.
 GF0497
 GF0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA333286(NAD 83)
 GF0497_MARKER: DB = BENCH MARK DISK
 GF0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0497_SP_SET: WALL
 GF0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0497+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2002
 GF0497
 GF0497  HISTORY     - Date     Condition        Report By
 GF0497  HISTORY     - UNK      MONUMENTED       CGS
 GF0497  HISTORY     - 1940     GOOD             NGS
 GF0497  HISTORY     - 1987     GOOD             USPSQD
 GF0497  HISTORY     - 1987     GOOD             USPSQD
 GF0497  HISTORY     - 1989     GOOD             USPSQD
 GF0497  HISTORY     - 20021228 GOOD             GEOCAC
 GF0497  HISTORY     - 20041013 GOOD             USPSQD
 GF0497
 GF0497                          STATION DESCRIPTION
 GF0497
 GF0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GF0497'AT EUREKA SPRINGS.
 GF0497'AT EUREKA SPRINGS, CARROLL COUNTY, ON THE HILL NORTHWEST OF THE
 GF0497'BUSINESS SECTION, AT BAKER HOSPITAL, IN THE EAST FACE OF THE
 GF0497'LIMESTONE WALL ON THE NORTHEAST CORNER OF THE MAIN BUILDING,
 GF0497'65 FEET NORTHEAST OF THE MAIN EAST ENTRANCE, 8 FEET SOUTHWEST
 GF0497'OF THE CORNER OF THE BUILDING, 1 FOOT SOUTHWEST OF THE WINDOW
 GF0497'CASEMENT, AND 40 INCHES ABOVE GROUND.  A UNITED STATES GEOLOGICAL
 GF0497'SURVEY STANDARD DISK, SET VERTICALLY.
 GF0497
 GF0497                          STATION RECOVERY (1987)
 GF0497
 GF0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0497'RECOVERED IN GOOD CONDITION.
 GF0497
 GF0497                          STATION RECOVERY (1987)
 GF0497
 GF0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0497'RECOVERED IN GOOD CONDITION.
 GF0497
 GF0497                          STATION RECOVERY (1989)
 GF0497
 GF0497'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GF0497'RECOVERED IN GOOD CONDITION.
 GF0497
 GF0497                          STATION RECOVERY (2002)
 GF0497
 GF0497'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0497'RECOVERED IN GOOD CONDITION.
 GF0497
 GF0497                          STATION RECOVERY (2004)
 GF0497
 GF0497'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 GF0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0712 ***********************************************************************
 FG0712  DESIGNATION -  1467.1
 FG0712  PID         -  FG0712
 FG0712  STATE/COUNTY-  AR/NEWTON
 FG0712  USGS QUAD   -  MT JUDEA (1980)
 FG0712
 FG0712                         *CURRENT SURVEY CONTROL
 FG0712  ___________________________________________________________________
 FG0712* NAD 83(1986)-  35 55 45.     (N)    093 01 31.     (W)     SCALED    
 FG0712* NAVD 88     -       447.300  (meters)    1467.52   (feet)  ADJUSTED  
 FG0712  ___________________________________________________________________
 FG0712  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FG0712  DYNAMIC HT  -         446.894 (meters)    1466.18  (feet)  COMP
 FG0712  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 FG0712
 FG0712  VERT ORDER  -  SECOND    CLASS 0
 FG0712
 FG0712.The horizontal coordinates were scaled from a topographic map and have
 FG0712.an estimated accuracy of +/- 6 seconds.
 FG0712
 FG0712.The orthometric height was determined by differential leveling
 FG0712.and adjusted by the National Geodetic Survey in June 1991..
 FG0712
 FG0712.The geoid height was determined by GEOID03.
 FG0712
 FG0712.The dynamic height is computed by dividing the NAVD 88
 FG0712.geopotential number by the normal gravity value computed on the
 FG0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0712.degrees latitude (g = 980.6199 gals.).
 FG0712
 FG0712.The modeled gravity was interpolated from observed gravity values.
 FG0712
 FG0712;                    North         East    Units  Estimated Accuracy
 FG0712;SPC AR N     -   177,530.      307,480.      MT  (+/- 180 meters Scaled)
 FG0712
 FG0712                          SUPERSEDED SURVEY CONTROL
 FG0712
 FG0712  NGVD 29 (??/??/92)  447.206  (m)         1467.21   (f) ADJ UNCH    2 0
 FG0712
 FG0712.Superseded values are not recommended for survey control.
 FG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0712.See file dsdata.txt to determine how the superseded data were derived.
 FG0712
 FG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV977760(NAD 83)
 FG0712_MARKER: R = RIVET
 FG0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0712_SP_SET: TREE
 FG0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0712
 FG0712  HISTORY     - Date     Condition        Report By
 FG0712  HISTORY     - UNK      MONUMENTED       USGS
 FG0712  HISTORY     - 1935     GOOD             NGS
 FG0712
 FG0712                          STATION DESCRIPTION
 FG0712
 FG0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0712'3.4 MI E FROM MT JUDEA.
 FG0712'3.4 MILES EAST ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF STATE
 FG0712'HIGHWAY 103 AT MT. JUDEA, NEWTON COUNTY, 600 FEET EAST OF A FARMHOUSE,
 FG0712'115 FEET NORTHWEST OF THE CENTERLINE OF A CULVERT AT A CURVE, 21 FEET
 FG0712'NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE ROOT OF A BLAZED
 FG0712'10-INCH OAK STUMP.  A COPPER RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0316 ***********************************************************************
 GF0316  DESIGNATION -  1489
 GF0316  PID         -  GF0316
 GF0316  STATE/COUNTY-  AR/BOONE
 GF0316  USGS QUAD   -  BATAVIA (1967)
 GF0316
 GF0316                         *CURRENT SURVEY CONTROL
 GF0316  ___________________________________________________________________
 GF0316* NAD 83(1986)-  36 15 22.     (N)    093 13 13.     (W)     SCALED    
 GF0316* NAVD 88     -       452.914  (meters)    1485.94   (feet)  ADJUSTED  
 GF0316  ___________________________________________________________________
 GF0316  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0316  DYNAMIC HT  -         452.501 (meters)    1484.58  (feet)  COMP
 GF0316  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 GF0316
 GF0316  VERT ORDER  -  FIRST     CLASS II
 GF0316
 GF0316.The horizontal coordinates were scaled from a topographic map and have
 GF0316.an estimated accuracy of +/- 6 seconds.
 GF0316
 GF0316.The orthometric height was determined by differential leveling
 GF0316.and adjusted by the National Geodetic Survey in June 1991..
 GF0316
 GF0316.The geoid height was determined by GEOID03.
 GF0316
 GF0316.The dynamic height is computed by dividing the NAVD 88
 GF0316.geopotential number by the normal gravity value computed on the
 GF0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0316.degrees latitude (g = 980.6199 gals.).
 GF0316
 GF0316.The modeled gravity was interpolated from observed gravity values.
 GF0316
 GF0316;                    North         East    Units  Estimated Accuracy
 GF0316;SPC AR N     -   214,000.      290,330.      MT  (+/- 180 meters Scaled)
 GF0316
 GF0316                          SUPERSEDED SURVEY CONTROL
 GF0316
 GF0316  NGVD 29 (??/??/92)  452.782  (m)         1485.50   (f) ADJ UNCH    1 2
 GF0316
 GF0316.Superseded values are not recommended for survey control.
 GF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0316.See file dsdata.txt to determine how the superseded data were derived.
 GF0316
 GF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA802123(NAD 83)
 GF0316_MARKER: P = PIPE CAP
 GF0316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GF0316_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GF0316_STAMPING: ELEV. 1485.502
 GF0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0316
 GF0316  HISTORY     - Date     Condition        Report By
 GF0316  HISTORY     - UNK      MONUMENTED       USGS
 GF0316  HISTORY     - 1935     GOOD             NGS
 GF0316
 GF0316                          STATION DESCRIPTION
 GF0316
 GF0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0316'AT BATAVIA.
 GF0316'AT BATAVIA, ABOUT 150 FEET EAST OF EAST CORNER OF MISSOURI
 GF0316'AND NORTH ARKANSAS RY. STATION, 77.7 FEET NORTHEAST OF CENTERLINE
 GF0316'OF M. AND N.A.R.R., 73.4 FEET EAST OF MAIL RACK, 26.8 FEET
 GF0316'NORTHEAST OF CENTERLINE OF DIRT ROAD PARALLELING RAILROAD.
 GF0316'IRON PIPE WITH BRONZE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0545 ***********************************************************************
 GE0545  DESIGNATION -  15
 GE0545  PID         -  GE0545
 GE0545  STATE/COUNTY-  AR/IZARD
 GE0545  USGS QUAD   -  MELBOURNE (1984)
 GE0545
 GE0545                         *CURRENT SURVEY CONTROL
 GE0545  ___________________________________________________________________
 GE0545* NAD 83(1986)-  36 03 30.     (N)    091 54 23.     (W)     SCALED    
 GE0545* NAVD 88     -       186.253  (meters)     611.07   (feet)  ADJUSTED  
 GE0545  ___________________________________________________________________
 GE0545  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GE0545  DYNAMIC HT  -         186.093 (meters)     610.54  (feet)  COMP
 GE0545  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GE0545
 GE0545  VERT ORDER  -  SECOND    CLASS 0
 GE0545
 GE0545.The horizontal coordinates were scaled from a topographic map and have
 GE0545.an estimated accuracy of +/- 6 seconds.
 GE0545
 GE0545.The orthometric height was determined by differential leveling
 GE0545.and adjusted by the National Geodetic Survey in June 1991..
 GE0545
 GE0545.The geoid height was determined by GEOID03.
 GE0545
 GE0545.The dynamic height is computed by dividing the NAVD 88
 GE0545.geopotential number by the normal gravity value computed on the
 GE0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0545.degrees latitude (g = 980.6199 gals.).
 GE0545
 GE0545.The modeled gravity was interpolated from observed gravity values.
 GE0545
 GE0545;                    North         East    Units  Estimated Accuracy
 GE0545;SPC AR N     -   191,380.      408,430.      MT  (+/- 180 meters Scaled)
 GE0545
 GE0545                          SUPERSEDED SURVEY CONTROL
 GE0545
 GE0545  NGVD 29 (??/??/92)  186.149  (m)          610.72   (f) ADJ UNCH    2 0
 GE0545
 GE0545.Superseded values are not recommended for survey control.
 GE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0545.See file dsdata.txt to determine how the superseded data were derived.
 GE0545
 GE0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV984909(NAD 83)
 GE0545_MARKER: Z = SEE DESCRIPTION
 GE0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0545_SP_SET: STEP
 GE0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0545
 GE0545  HISTORY     - Date     Condition        Report By
 GE0545  HISTORY     - UNK      MONUMENTED       ARHD
 GE0545  HISTORY     - 1932     GOOD             NGS
 GE0545  HISTORY     - 1935     GOOD             NGS
 GE0545  HISTORY     - 20060927 MARK NOT FOUND   JCLS
 GE0545
 GE0545                          STATION DESCRIPTION
 GE0545
 GE0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 GE0545'AT MELBOURNE.
 GE0545'AT MELBOURNE, IZARD COUNTY, AT THE COUNTY COURTHOUSE, AND AT THE
 GE0545'WEST (MAIN) ENTRANCE.  THE TOP OF THE CONCRETE AT THE NORTHWEST
 GE0545'CORNER OF THE FIRST STEP.
 GE0545
 GE0545                          STATION RECOVERY (1935)
 GE0545
 GE0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0545'RECOVERED IN GOOD CONDITION.
 GE0545
 GE0545                          STATION RECOVERY (2006)
 GE0545
 GE0545'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GE0545'STEPS AT WEST ENTRANCE TO COURTHOUSE HAVE BEEN REMOVED AND A
 GE0545'WHEELCHAIR RAMP HAS BEEN INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0237 ***********************************************************************
 FG0237  DESIGNATION -  15 B
 FG0237  PID         -  FG0237
 FG0237  STATE/COUNTY-  AR/VAN BUREN
 FG0237  USGS QUAD   -  BEE BRANCH (1991)
 FG0237
 FG0237                         *CURRENT SURVEY CONTROL
 FG0237  ___________________________________________________________________
 FG0237* NAD 83(1997)-  35 24 46.39200(N)    092 24 02.29644(W)     ADJUSTED  
 FG0237* NAVD 88     -       216.459  (meters)     710.17   (feet)  ADJUSTED  
 FG0237  ___________________________________________________________________
 FG0237  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 FG0237  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0237  DYNAMIC HT  -         216.257 (meters)     709.50  (feet)  COMP
 FG0237  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FG0237
 FG0237  HORZ ORDER  -  THIRD
 FG0237  VERT ORDER  -  SECOND    CLASS 0
 FG0237
 FG0237.The horizontal coordinates were established by classical geodetic methods
 FG0237.and adjusted by the National Geodetic Survey in September 1999..
 FG0237
 FG0237.The orthometric height was determined by differential leveling
 FG0237.and adjusted by the National Geodetic Survey in June 1991..
 FG0237
 FG0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0237
 FG0237.The geoid height was determined by GEOID03.
 FG0237
 FG0237.The dynamic height is computed by dividing the NAVD 88
 FG0237.geopotential number by the normal gravity value computed on the
 FG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0237.degrees latitude (g = 980.6199 gals.).
 FG0237
 FG0237.The modeled gravity was interpolated from observed gravity values.
 FG0237
 FG0237;                    North         East     Units Scale Factor Converg.
 FG0237;SPC AR N     -   119,841.032   363,613.433   MT  0.99994038   -0 13 59.3
 FG0237;SPC AR N     -   393,178.45  1,192,955.07   sFT  0.99994038   -0 13 59.3
 FG0237;UTM  15      - 3,918,997.122   554,416.962   MT  0.99963649   +0 20 50.3
 FG0237
 FG0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0237!SPC AR N     -   0.99997041  x   0.99994038  =   0.99991079
 FG0237!UTM  15      -   0.99997041  x   0.99963649  =   0.99960691
 FG0237
 FG0237:                Primary Azimuth Mark                     Grid Az
 FG0237:SPC AR N     -  15 C                                     012 53 25.8
 FG0237:UTM  15      -  15 C                                     012 18 36.2
 FG0237
 FG0237|---------------------------------------------------------------------|
 FG0237| PID    Reference Object                     Distance      Geod. Az  |
 FG0237|                                                           dddmmss.s |
 FG0237| FG1729 15 C                                APPROX. 0.6 KM 0123926.5 |
 FG0237| FG0236 15 B AZ MK                                         0754421.8 |
 FG0237|---------------------------------------------------------------------|
 FG0237
 FG0237                          SUPERSEDED SURVEY CONTROL
 FG0237
 FG0237  NAD 83(1986)-  35 24 46.40681(N)    092 24 02.29517(W) AD(       ) 3
 FG0237  NGVD 29 (??/??/92)  216.43   (m)          710.1    (f) COMPUTED    2 0
 FG0237
 FG0237.Superseded values are not recommended for survey control.
 FG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0237.See file dsdata.txt to determine how the superseded data were derived.
 FG0237
 FG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5441718997(NAD 83)
 FG0237_MARKER: DD = SURVEY DISK
 FG0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0237_STAMPING: 15 B
 FG0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0237+STABILITY: SURFACE MOTION
 FG0237
 FG0237  HISTORY     - Date     Condition        Report By
 FG0237  HISTORY     - UNK      MONUMENTED       USAF
 FG0237  HISTORY     - 1962     GOOD             NGS
 FG0237
 FG0237                          STATION DESCRIPTION
 FG0237
 FG0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0237'4.7 MI N FROM DAMASCUS.
 FG0237'4.1 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0237'DAMASCUS, THENCE 0.25 MILE WEST ALONG A BLACKTOP ROAD, THENCE 0.35
 FG0237'MILE WEST ALONG A TRACK ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE
 FG0237'POST 18 INCHES IN DIAMETER AND ABOUT 5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0236 ***********************************************************************
 FG0236  DESIGNATION -  15 B AZ MK
 FG0236  PID         -  FG0236
 FG0236  STATE/COUNTY-  AR/VAN BUREN
 FG0236  USGS QUAD   -  BEE BRANCH (1991)
 FG0236
 FG0236                         *CURRENT SURVEY CONTROL
 FG0236  ___________________________________________________________________
 FG0236* NAD 83(1986)-  35 24 52.     (N)    092 23 35.     (W)     SCALED    
 FG0236* NAVD 88     -       222.066  (meters)     728.56   (feet)  ADJUSTED  
 FG0236  ___________________________________________________________________
 FG0236  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0236  DYNAMIC HT  -         221.860 (meters)     727.89  (feet)  COMP
 FG0236  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 FG0236
 FG0236  VERT ORDER  -  SECOND    CLASS 0
 FG0236
 FG0236.The horizontal coordinates were scaled from a topographic map and have
 FG0236.an estimated accuracy of +/- 6 seconds.
 FG0236
 FG0236.The orthometric height was determined by differential leveling
 FG0236.and adjusted by the National Geodetic Survey in June 1991..
 FG0236
 FG0236.The geoid height was determined by GEOID03.
 FG0236
 FG0236.The dynamic height is computed by dividing the NAVD 88
 FG0236.geopotential number by the normal gravity value computed on the
 FG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0236.degrees latitude (g = 980.6199 gals.).
 FG0236
 FG0236.The modeled gravity was interpolated from observed gravity values.
 FG0236
 FG0236;                    North         East    Units  Estimated Accuracy
 FG0236;SPC AR N     -   120,010.      364,300.      MT  (+/- 180 meters Scaled)
 FG0236
 FG0236                          SUPERSEDED SURVEY CONTROL
 FG0236
 FG0236  NGVD 29 (??/??/92)  222.04   (m)          728.5    (f) COMPUTED    2 0
 FG0236
 FG0236.Superseded values are not recommended for survey control.
 FG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0236.See file dsdata.txt to determine how the superseded data were derived.
 FG0236
 FG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV551191(NAD 83)
 FG0236_MARKER: DZ = AZIMUTH MARK DISK
 FG0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0236_STAMPING: 15 B 1962
 FG0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0236+STABILITY: SURFACE MOTION
 FG0236
 FG0236  HISTORY     - Date     Condition        Report By
 FG0236  HISTORY     - 1962     MONUMENTED       CGS
 FG0236
 FG0236                          STATION DESCRIPTION
 FG0236
 FG0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0236'4.25 MI N FROM DAMASCUS.
 FG0236'4.1 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0236'DAMASCUS, THENCE 0.15 MILE WEST ALONG A BLACKTOP ROAD, 47.5 FEET SOUTH
 FG0236'OF THE CENTER OF THE ROAD, 2.2 FEET WEST OF A METAL WITNESS POST, SET
 FG0236'IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND
 FG0236'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9334 ***********************************************************************
 AA9334  DESIGNATION -  15 FAH
 AA9334  PID         -  AA9334
 AA9334  STATE/COUNTY-  AR/MISSISSIPPI
 AA9334  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 AA9334
 AA9334                         *CURRENT SURVEY CONTROL
 AA9334  ___________________________________________________________________
 AA9334* NAD 83(1986)-  35 28 04.     (N)    090 10 57.     (W)     SCALED    
 AA9334* NAVD 88     -        69.723  (meters)     228.75   (feet)  ADJUSTED  
 AA9334  ___________________________________________________________________
 AA9334  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AA9334  DYNAMIC HT  -          69.662 (meters)     228.55  (feet)  COMP
 AA9334  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 AA9334
 AA9334  VERT ORDER  -  SECOND    CLASS I
 AA9334
 AA9334.The horizontal coordinates were scaled from a topographic map and have
 AA9334.an estimated accuracy of +/- 6 seconds.
 AA9334
 AA9334.The orthometric height was determined by differential leveling
 AA9334.and adjusted by the National Geodetic Survey in July 2002..
 AA9334
 AA9334.The geoid height was determined by GEOID03.
 AA9334
 AA9334.The dynamic height is computed by dividing the NAVD 88
 AA9334.geopotential number by the normal gravity value computed on the
 AA9334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9334.degrees latitude (g = 980.6199 gals.).
 AA9334
 AA9334.The modeled gravity was interpolated from observed gravity values.
 AA9334
 AA9334;                    North         East    Units  Estimated Accuracy
 AA9334;SPC AR N     -   127,380.      564,950.      MT  (+/- 180 meters Scaled)
 AA9334
 AA9334                          SUPERSEDED SURVEY CONTROL
 AA9334
 AA9334.No superseded survey control is available for this station.
 AA9334
 AA9334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV556285(NAD 83)
 AA9334_MARKER: DB = BENCH MARK DISK
 AA9334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9334_STAMPING: 15 FAH 1969
 AA9334_MARK LOGO: USGS  
 AA9334_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9334+STABILITY: SURFACE MOTION
 AA9334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9334+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 AA9334
 AA9334  HISTORY     - Date     Condition        Report By
 AA9334  HISTORY     - 1969     MONUMENTED       USGS
 AA9334  HISTORY     - 19950216 GOOD             NGS
 AA9334  HISTORY     - 20030123 GOOD             USACE
 AA9334
 AA9334                          STATION DESCRIPTION
 AA9334
 AA9334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA9334'THE STATION IS LOCATED IN THE ROADWAY RIGHT OF WAY OF THE INTERSECTION
 AA9334'OF U.S.  HIGHWAY 61 AND ARKANSAS HIGHWAY 297.  TO REACH THE STATION
 AA9334'FROM THE INTERSECTION OF INTERSTATE 55 AND ARKANSAS HIGHWAY 118 HEAD
 AA9334'EAST ALONG HIGHWAY 118 FOR 1.9 MI (3.1 KM) TO THE INTERSECTION OF U.S.
 AA9334'HIGHWAY 61.  THENCE, HEAD SOUTH ALONG U.S.  61 FOR 3.4 MI (5.5 KM) TO
 AA9334'THE INTERSECTION WITH ARKANSAS HIGHWAY 297 AND THE STATION ON THE
 AA9334'RIGHT IN THE NORTHWEST QUADRANT OF THE INTERSECTION. THE STATION IS
 AA9334'48.0 FT (14.6 M) WEST OF THE CENTERLINE OF U.S.  61, 28.0 FT (8.5 M)
 AA9334'NORTHEAST OF ARKANSAS HIGHWAY 297 AND 2.0 FT (0.6 M) SOUTHEAST OF A
 AA9334'FENCELINE.  A METAL WITNESS POST IS SET APPROXIMATELY 1.0 FT (0.3 M)
 AA9334'FROM THE STATION.  THIS STATION PROJECTS APPROXIMATLY 3.0 IN ABOVE THE
 AA9334'GROUND.
 AA9334
 AA9334                          STATION RECOVERY (2003)
 AA9334
 AA9334'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 AA9334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0123 ***********************************************************************
 FG0123  DESIGNATION -  15 RHM
 FG0123  PID         -  FG0123
 FG0123  STATE/COUNTY-  AR/FAULKNER
 FG0123  USGS QUAD   -  HAMLET (1994)
 FG0123
 FG0123                         *CURRENT SURVEY CONTROL
 FG0123  ___________________________________________________________________
 FG0123* NAD 83(1986)-  35 06 49.     (N)    092 17 21.     (W)     SCALED    
 FG0123* NAVD 88     -       101.589  (meters)     333.30   (feet)  ADJUSTED  
 FG0123  ___________________________________________________________________
 FG0123  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FG0123  DYNAMIC HT  -         101.494 (meters)     332.98  (feet)  COMP
 FG0123  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FG0123
 FG0123  VERT ORDER  -  SECOND    CLASS 0
 FG0123
 FG0123.The horizontal coordinates were scaled from a topographic map and have
 FG0123.an estimated accuracy of +/- 6 seconds.
 FG0123
 FG0123.The orthometric height was determined by differential leveling
 FG0123.and adjusted by the National Geodetic Survey in June 1991..
 FG0123
 FG0123.The geoid height was determined by GEOID03.
 FG0123
 FG0123.The dynamic height is computed by dividing the NAVD 88
 FG0123.geopotential number by the normal gravity value computed on the
 FG0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0123.degrees latitude (g = 980.6199 gals.).
 FG0123
 FG0123.The modeled gravity was interpolated from observed gravity values.
 FG0123
 FG0123;                    North         East    Units  Estimated Accuracy
 FG0123;SPC AR N     -    86,600.      373,640.      MT  (+/- 180 meters Scaled)
 FG0123
 FG0123                          SUPERSEDED SURVEY CONTROL
 FG0123
 FG0123  NGVD 29 (??/??/92)  101.588  (m)          333.29   (f) ADJ UNCH    2 0
 FG0123
 FG0123.Superseded values are not recommended for survey control.
 FG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0123.See file dsdata.txt to determine how the superseded data were derived.
 FG0123
 FG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU647858(NAD 83)
 FG0123_MARKER: DB = BENCH MARK DISK
 FG0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0123_STAMPING: 15 RHM 1960
 FG0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0123+STABILITY: SURFACE MOTION
 FG0123
 FG0123  HISTORY     - Date     Condition        Report By
 FG0123  HISTORY     - 1960     MONUMENTED       USGS
 FG0123  HISTORY     - 1962     GOOD             NGS
 FG0123
 FG0123                          STATION DESCRIPTION
 FG0123
 FG0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0123'8.9 MI NW FROM VILONIA.
 FG0123'5.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT VILONIA,
 FG0123'THENCE 3.2 MILES NORTH ALONG STATE HIGHWAY 36, 29 FEET NORTHWEST OF
 FG0123'THE CENTER LINE OF THE HIGHWAY, 10.4 FEET SOUTHEAST OF A FENCE, 3.5
 FG0123'FEET SOUTHWEST OF A POWER POLE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 FG0123'THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES
 FG0123'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0261 ***********************************************************************
 FF0261  DESIGNATION -  150/151
 FF0261  PID         -  FF0261
 FF0261  STATE/COUNTY-  AR/CRITTENDEN
 FF0261  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0261
 FF0261                         *CURRENT SURVEY CONTROL
 FF0261  ___________________________________________________________________
 FF0261* NAD 83(1986)-  35 09 12.     (N)    090 06 56.     (W)     SCALED    
 FF0261* NAVD 88     -        64.917  (meters)     212.98   (feet)  ADJUSTED  
 FF0261  ___________________________________________________________________
 FF0261  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF0261  DYNAMIC HT  -          64.858 (meters)     212.79  (feet)  COMP
 FF0261  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FF0261
 FF0261  VERT ORDER  -  FIRST     CLASS II
 FF0261
 FF0261.The horizontal coordinates were scaled from a topographic map and have
 FF0261.an estimated accuracy of +/- 6 seconds.
 FF0261
 FF0261.The orthometric height was determined by differential leveling
 FF0261.and adjusted by the National Geodetic Survey in June 1991..
 FF0261.WARNING-Repeat measurements at this control monument indicate possible
 FF0261.vertical movement.
 FF0261
 FF0261.The geoid height was determined by GEOID03.
 FF0261
 FF0261.The dynamic height is computed by dividing the NAVD 88
 FF0261.geopotential number by the normal gravity value computed on the
 FF0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0261.degrees latitude (g = 980.6199 gals.).
 FF0261
 FF0261.The modeled gravity was interpolated from observed gravity values.
 FF0261
 FF0261;                    North         East    Units  Estimated Accuracy
 FF0261;SPC AR N     -    92,620.      571,690.      MT  (+/- 180 meters Scaled)
 FF0261
 FF0261                          SUPERSEDED SURVEY CONTROL
 FF0261
 FF0261  NGVD 29 (??/??/??)   64.872  (m)          212.83   (f) ADJUSTED    1 2
 FF0261
 FF0261.Superseded values are not recommended for survey control.
 FF0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0261.See file dsdata.txt to determine how the superseded data were derived.
 FF0261
 FF0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU627938(NAD 83)
 FF0261_MARKER: P = PIPE CAP
 FF0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0261_STAMPING: BM 150/151 1948
 FF0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0261
 FF0261  HISTORY     - Date     Condition        Report By
 FF0261  HISTORY     - 1948     MONUMENTED       DOD
 FF0261  HISTORY     - 1956     GOOD             CGS
 FF0261  HISTORY     - 1957     GOOD             CGS
 FF0261
 FF0261                          STATION DESCRIPTION
 FF0261
 FF0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0261'4.9 MI NE FROM HULBERT.
 FF0261'3.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0261'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, THENCE
 FF0261'ABOUT 1.0 MILE NORTHEAST ALONG ST. FRANCIS LEVEE, ABOUT 0.75 MILE
 FF0261'NORTHEAST ALONG LEVEE FROM ITS CROSSING WITH U.S. HIGHWAY 70,
 FF0261'ABOUT 215 YARDS NORTH OF CROSSING OF LEVEE AND THE MISSOURI
 FF0261'PACIFIC RAILROAD, 155 FEET WEST-NORTHWEST OF A 4-FOOT HIGH
 FF0261'CONCRETE POST WHICH IS SET ON TOP OF LEVEE AND PAINTED 150,
 FF0261'112 1/2 FEET EAST OF A WIRE FENCE, AT THE FOOT AND ON LANDSIDE
 FF0261'OF LEVEE, A U.S.E. CAP SET ON TOP OF A 4-INCH IRON PIPE PROJECTING
 FF0261'18 INCHES.
 FF0261
 FF0261                          STATION RECOVERY (1957)
 FF0261
 FF0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0260 ***********************************************************************
 FF0260  DESIGNATION -  150/151 REF
 FF0260  PID         -  FF0260
 FF0260  STATE/COUNTY-  AR/CRITTENDEN
 FF0260  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0260
 FF0260                         *CURRENT SURVEY CONTROL
 FF0260  ___________________________________________________________________
 FF0260* NAD 83(1986)-  35 09 12.     (N)    090 06 56.     (W)     SCALED    
 FF0260* NAVD 88     -        65.164  (meters)     213.79   (feet)  ADJUSTED  
 FF0260  ___________________________________________________________________
 FF0260  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF0260  DYNAMIC HT  -          65.105 (meters)     213.60  (feet)  COMP
 FF0260  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FF0260
 FF0260  VERT ORDER  -  FIRST     CLASS II
 FF0260
 FF0260.The horizontal coordinates were scaled from a topographic map and have
 FF0260.an estimated accuracy of +/- 6 seconds.
 FF0260
 FF0260.The orthometric height was determined by differential leveling
 FF0260.and adjusted by the National Geodetic Survey in June 1991..
 FF0260.WARNING-Repeat measurements at this control monument indicate possible
 FF0260.vertical movement.
 FF0260
 FF0260.The geoid height was determined by GEOID03.
 FF0260
 FF0260.The dynamic height is computed by dividing the NAVD 88
 FF0260.geopotential number by the normal gravity value computed on the
 FF0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0260.degrees latitude (g = 980.6199 gals.).
 FF0260
 FF0260.The modeled gravity was interpolated from observed gravity values.
 FF0260
 FF0260;                    North         East    Units  Estimated Accuracy
 FF0260;SPC AR N     -    92,620.      571,690.      MT  (+/- 180 meters Scaled)
 FF0260
 FF0260                          SUPERSEDED SURVEY CONTROL
 FF0260
 FF0260  NGVD 29 (??/??/??)   65.127  (m)          213.67   (f) ADJUSTED    1 2
 FF0260
 FF0260.Superseded values are not recommended for survey control.
 FF0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0260.See file dsdata.txt to determine how the superseded data were derived.
 FF0260
 FF0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU627938(NAD 83)
 FF0260_MARKER: P = PIPE CAP
 FF0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0260_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0260_STAMPING: REF 150/151 1948
 FF0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0260
 FF0260  HISTORY     - Date     Condition        Report By
 FF0260  HISTORY     - 1948     MONUMENTED       DOD
 FF0260  HISTORY     - 1956     GOOD             CGS
 FF0260  HISTORY     - 1957     GOOD             CGS
 FF0260
 FF0260                          STATION DESCRIPTION
 FF0260
 FF0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0260'4.8 MI NE FROM HULBERT.
 FF0260'3.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0260'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, THENCE
 FF0260'ABOUT 0.9 MILE NORTHEAST ALONG ST. FRANCIS LEVEE, ABOUT 0.65 MILE
 FF0260'NORTHEAST ALONG LEVEE FROM ITS CROSSING WITH U.S. HIGHWAY 70, AT
 FF0260'CROSSING OF LEVEE AND THE MISSOURI PACIFIC RAILROAD, 181 FEET
 FF0260'NORTH-NORTHEAST OF NEAR RAIL OF M.P. RR, 173 FEET WEST-NORTHWEST
 FF0260'OF CENTER OF TOP OF LEVEE AND AT THE FOOT AND LANDSIDE OF LEVEE,
 FF0260'80 FEET NORTHWEST OF NORTHWEST CORNER OF A CATTLE GUARD UNDER
 FF0260'A ROAD WHICH FOLLOWS LEVEE, ABOUT 20 FEET BELOW LEVEL OF RAILROAD
 FF0260'TRACK AND IS A 4-INCH IRON PIPE AND CAP PROJECTING 20 INCHES.
 FF0260'NOTE-- THE PIPE LEANS SLIGHTLY TO THE WEST.  THE ROD WAS HELD ON
 FF0260'THE STAMPING REF WHICH IS HIGH POINT OF CAP.
 FF0260
 FF0260                          STATION RECOVERY (1957)
 FF0260
 FF0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1748 ***********************************************************************
 EH1748  DESIGNATION -  15/16
 EH1748  PID         -  EH1748
 EH1748  STATE/COUNTY-  AR/JEFFERSON
 EH1748  USGS QUAD   -  MOSCOW (1971)
 EH1748
 EH1748                         *CURRENT SURVEY CONTROL
 EH1748  ___________________________________________________________________
 EH1748* NAD 83(1986)-  34 13 12.     (N)    091 48 05.     (W)     SCALED    
 EH1748* NAVD 88     -        61.344  (meters)     201.26   (feet)  ADJUSTED  
 EH1748  ___________________________________________________________________
 EH1748  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1748  DYNAMIC HT  -          61.285 (meters)     201.07  (feet)  COMP
 EH1748  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 EH1748
 EH1748  VERT ORDER  -  SECOND    CLASS 0
 EH1748
 EH1748.The horizontal coordinates were scaled from a topographic map and have
 EH1748.an estimated accuracy of +/- 6 seconds.
 EH1748
 EH1748.The orthometric height was determined by differential leveling
 EH1748.and adjusted by the National Geodetic Survey in August 1993..
 EH1748
 EH1748.The geoid height was determined by GEOID03.
 EH1748
 EH1748.The dynamic height is computed by dividing the NAVD 88
 EH1748.geopotential number by the normal gravity value computed on the
 EH1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1748.degrees latitude (g = 980.6199 gals.).
 EH1748
 EH1748.The modeled gravity was interpolated from observed gravity values.
 EH1748
 EH1748;                    North         East    Units  Estimated Accuracy
 EH1748;SPC AR S     -   572,300.      418,300.      MT  (+/- 180 meters Scaled)
 EH1748
 EH1748                          SUPERSEDED SURVEY CONTROL
 EH1748
 EH1748  NAVD 88 (06/15/91)   61.357  (m)          201.30   (f) UNKNOWN     2 0
 EH1748  NGVD 29 (??/??/??)   61.390  (m)          201.41   (f) ADJUSTED    2 0
 EH1748
 EH1748.Superseded values are not recommended for survey control.
 EH1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1748.See file dsdata.txt to determine how the superseded data were derived.
 EH1748
 EH1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT104871(NAD 83)
 EH1748_MARKER: P = PIPE CAP
 EH1748_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1748_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1748_STAMPING: B M 15/16
 EH1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1748
 EH1748  HISTORY     - Date     Condition        Report By
 EH1748  HISTORY     - UNK      MONUMENTED       DOD
 EH1748  HISTORY     - 1940     GOOD             CGS
 EH1748  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1748
 EH1748                          STATION DESCRIPTION
 EH1748
 EH1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1748'3.0 MI S FROM CORNERSTONE.
 EH1748'3.0 MILES SOUTH ALONG A CINDER ROAD FROM THE JUNCTION WITH STATE
 EH1748'HIGHWAY 88 AT CORNERSTONE, JEFFERSON COUNTY, 0.4 MILE EAST ALONG A
 EH1748'DIRT ROAD LEADING THROUGH A FIELD TO THE LEVEE, 0.1 MILE SOUTH ALONG
 EH1748'THE LEVEE ROAD, 56 FEET NORTH OF CONCRETE MILEPOST 15/16, 66 FEET
 EH1748'NORTH OF THE CENTERLINE OF THE ROAD, AND 2.7 FEET SOUTH OF A FENCE. A
 EH1748'STANDARD CAP, STAMPED B M 15/16 AND RIVETED ON THE TOP OF A 3-INCH
 EH1748'IRON PIPE PROJECTING 12 INCHES ABOVE GROUND.
 EH1748
 EH1748                          STATION RECOVERY (2003)
 EH1748
 EH1748'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1747 ***********************************************************************
 EH1747  DESIGNATION -  15/16 REF
 EH1747  PID         -  EH1747
 EH1747  STATE/COUNTY-  AR/JEFFERSON
 EH1747  USGS QUAD   -  MOSCOW (1971)
 EH1747
 EH1747                         *CURRENT SURVEY CONTROL
 EH1747  ___________________________________________________________________
 EH1747* NAD 83(1986)-  34 13 09.     (N)    091 47 59.     (W)     SCALED    
 EH1747* NAVD 88     -        60.912  (meters)     199.84   (feet)  ADJUSTED  
 EH1747  ___________________________________________________________________
 EH1747  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1747  DYNAMIC HT  -          60.853 (meters)     199.65  (feet)  COMP
 EH1747  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 EH1747
 EH1747  VERT ORDER  -  SECOND    CLASS 0
 EH1747
 EH1747.The horizontal coordinates were scaled from a topographic map and have
 EH1747.an estimated accuracy of +/- 6 seconds.
 EH1747
 EH1747.The orthometric height was determined by differential leveling
 EH1747.and adjusted by the National Geodetic Survey in August 1993..
 EH1747
 EH1747.The geoid height was determined by GEOID03.
 EH1747
 EH1747.The dynamic height is computed by dividing the NAVD 88
 EH1747.geopotential number by the normal gravity value computed on the
 EH1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1747.degrees latitude (g = 980.6199 gals.).
 EH1747
 EH1747.The modeled gravity was interpolated from observed gravity values.
 EH1747
 EH1747;                    North         East    Units  Estimated Accuracy
 EH1747;SPC AR S     -   572,210.      418,450.      MT  (+/- 180 meters Scaled)
 EH1747
 EH1747                          SUPERSEDED SURVEY CONTROL
 EH1747
 EH1747  NAVD 88 (06/15/91)   60.926  (m)          199.89   (f) UNKNOWN     2 0
 EH1747  NGVD 29 (??/??/??)   60.958  (m)          199.99   (f) ADJUSTED    2 0
 EH1747
 EH1747.Superseded values are not recommended for survey control.
 EH1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1747.See file dsdata.txt to determine how the superseded data were derived.
 EH1747
 EH1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT105871(NAD 83)
 EH1747_MARKER: P = PIPE CAP
 EH1747_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1747_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1747_STAMPING: B M REF 15/16
 EH1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1747
 EH1747  HISTORY     - Date     Condition        Report By
 EH1747  HISTORY     - UNK      MONUMENTED       DOD
 EH1747  HISTORY     - 1940     GOOD             CGS
 EH1747
 EH1747                          STATION DESCRIPTION
 EH1747
 EH1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1747'3.0 MI S FROM CORNERSTONE.
 EH1747'3.0 MILES SOUTH ALONG A CINDER ROAD FROM THE JUNCTION WITH STATE
 EH1747'HIGHWAY 88 AT CORNERSTONE, JEFFERSON COUNTY, 0.4 MILE EAST ALONG A
 EH1747'DIRT ROAD LEADING THROUGH A FIELD TO THE LEVEE, 0.1 MILE EAST OF
 EH1747'CONCRETE MILEPOST 15/16, 70 YARDS WEST OF THE DIRT ROAD, 30 YARDS
 EH1747'NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE LEVEE ROAD AND A
 EH1747'ROAD CROSSING THE LEVEE, 72 FEET NORTH OF THE CENTERLINE OF THE LEVEE
 EH1747'ROAD, AND 2 FEET SOUTH OF A FENCE.  A STANDARD CAP, STAMPED B M REF
 EH1747'15/16, AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 9
 EH1747'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0729 ***********************************************************************
 FG0729  DESIGNATION -  1560.3
 FG0729  PID         -  FG0729
 FG0729  STATE/COUNTY-  AR/NEWTON
 FG0729  USGS QUAD   -  MOORE (1980)
 FG0729
 FG0729                         *CURRENT SURVEY CONTROL
 FG0729  ___________________________________________________________________
 FG0729* NAD 83(1986)-  35 51 52.     (N)    092 59 26.     (W)     SCALED    
 FG0729* NAVD 88     -       475.938  (meters)    1561.47   (feet)  ADJUSTED  
 FG0729  ___________________________________________________________________
 FG0729  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0729  DYNAMIC HT  -         475.482 (meters)    1559.98  (feet)  COMP
 FG0729  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 FG0729
 FG0729  VERT ORDER  -  SECOND    CLASS 0
 FG0729
 FG0729.The horizontal coordinates were scaled from a topographic map and have
 FG0729.an estimated accuracy of +/- 6 seconds.
 FG0729
 FG0729.The orthometric height was determined by differential leveling
 FG0729.and adjusted by the National Geodetic Survey in June 1991..
 FG0729
 FG0729.The geoid height was determined by GEOID03.
 FG0729
 FG0729.The dynamic height is computed by dividing the NAVD 88
 FG0729.geopotential number by the normal gravity value computed on the
 FG0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0729.degrees latitude (g = 980.6199 gals.).
 FG0729
 FG0729.The modeled gravity was interpolated from observed gravity values.
 FG0729
 FG0729;                    North         East    Units  Estimated Accuracy
 FG0729;SPC AR N     -   170,320.      310,540.      MT  (+/- 180 meters Scaled)
 FG0729
 FG0729                          SUPERSEDED SURVEY CONTROL
 FG0729
 FG0729  NGVD 29 (??/??/92)  475.835  (m)         1561.14   (f) ADJ UNCH    2 0
 FG0729
 FG0729.Superseded values are not recommended for survey control.
 FG0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0729.See file dsdata.txt to determine how the superseded data were derived.
 FG0729
 FG0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV008689(NAD 83)
 FG0729_MARKER: Z = SEE DESCRIPTION
 FG0729_SETTING: 66 = SET IN ROCK OUTCROP
 FG0729_SP_SET: SET IN ROCK OUTCROP
 FG0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0729+STABILITY: POSITION/ELEVATION WELL
 FG0729
 FG0729  HISTORY     - Date     Condition        Report By
 FG0729  HISTORY     - UNK      MONUMENTED       USGS
 FG0729  HISTORY     - 1935     GOOD             NGS
 FG0729
 FG0729                          STATION DESCRIPTION
 FG0729
 FG0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0729'2.5 MI S FROM BASS.
 FG0729'2.5 MILES SOUTH ALONG THE MOORE ROAD FROM THE POST OFFICE AT BASS,
 FG0729'NEWTON COUNTY, 180 FEET SOUTH OF THE E. R. PAYNE FARMHOUSE, 40 FEET
 FG0729'NORTH OF A CULVERT, 9 FEET EAST OF THE CENTERLINE OF THE ROAD, 34 FEET
 FG0729'SOUTHEAST OF A FENCE CORNER, 17 1/2 FEET WEST OF A BLAZED TREE, ON THE
 FG0729'TOP OF A 4-BY 4-FOOT SANDSTONE BOULDER, AND 1 FOOT HIGHER THAN THE
 FG0729'ROAD.  A PAINTED CUT ON A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0524 ***********************************************************************
 GE0524  DESIGNATION -  16
 GE0524  PID         -  GE0524
 GE0524  STATE/COUNTY-  AR/FULTON
 GE0524  USGS QUAD   -  SALEM (1984)
 GE0524
 GE0524                         *CURRENT SURVEY CONTROL
 GE0524  ___________________________________________________________________
 GE0524* NAD 83(1986)-  36 22 11.     (N)    091 49 22.     (W)     SCALED    
 GE0524* NAVD 88     -       201.356  (meters)     660.62   (feet)  ADJUSTED  
 GE0524  ___________________________________________________________________
 GE0524  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE0524  DYNAMIC HT  -         201.187 (meters)     660.06  (feet)  COMP
 GE0524  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 GE0524
 GE0524  VERT ORDER  -  SECOND    CLASS 0
 GE0524
 GE0524.The horizontal coordinates were scaled from a topographic map and have
 GE0524.an estimated accuracy of +/- 6 seconds.
 GE0524
 GE0524.The orthometric height was determined by differential leveling
 GE0524.and adjusted by the National Geodetic Survey in June 1991..
 GE0524
 GE0524.The geoid height was determined by GEOID03.
 GE0524
 GE0524.The dynamic height is computed by dividing the NAVD 88
 GE0524.geopotential number by the normal gravity value computed on the
 GE0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0524.degrees latitude (g = 980.6199 gals.).
 GE0524
 GE0524.The modeled gravity was interpolated from observed gravity values.
 GE0524
 GE0524;                    North         East    Units  Estimated Accuracy
 GE0524;SPC AR N     -   225,950.      415,910.      MT  (+/- 180 meters Scaled)
 GE0524
 GE0524                          SUPERSEDED SURVEY CONTROL
 GE0524
 GE0524  NGVD 29 (??/??/92)  201.241  (m)          660.24   (f) ADJ UNCH    2 0
 GE0524
 GE0524.Superseded values are not recommended for survey control.
 GE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0524.See file dsdata.txt to determine how the superseded data were derived.
 GE0524
 GE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA056256(NAD 83)
 GE0524_MARKER: Z = SEE DESCRIPTION
 GE0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0524_SP_SET: CONCRETE PAVEMENT
 GE0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0524
 GE0524  HISTORY     - Date     Condition        Report By
 GE0524  HISTORY     - UNK      MONUMENTED       ARHD
 GE0524  HISTORY     - 1955     GOOD             NGS
 GE0524
 GE0524                          STATION DESCRIPTION
 GE0524
 GE0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0524'AT SALEM.
 GE0524'THE CENTER OF THE CONCRETE PAVEMENT AT THE SOUTH END OF THE BRIDGE
 GE0524'OVER THE BRANCH ABOUT 75 YARDS SOUTH OF THE COURTHOUSE AND ON
 GE0524'HIGHWAYS 9 AND 62.  NOTE-- IT MAY BE COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1973 ***********************************************************************
 EH1973  DESIGNATION -  16
 EH1973  PID         -  EH1973
 EH1973  STATE/COUNTY-  AR/LONOKE
 EH1973  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1973
 EH1973                         *CURRENT SURVEY CONTROL
 EH1973  ___________________________________________________________________
 EH1973* NAD 83(1986)-  34 52 47.     (N)    091 42 07.     (W)     SCALED    
 EH1973* NAVD 88     -        67.43   (+/-2cm)     221.2    (feet)  VERTCON   
 EH1973  ___________________________________________________________________
 EH1973  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH1973
 EH1973  VERT ORDER  -  ? (See Below)
 EH1973
 EH1973.The horizontal coordinates were scaled from a topographic map and have
 EH1973.an estimated accuracy of +/- 6 seconds.
 EH1973
 EH1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1973.The vertical order pertains to the NGVD 29 superseded value.
 EH1973
 EH1973.The geoid height was determined by GEOID03.
 EH1973
 EH1973;                    North         East    Units  Estimated Accuracy
 EH1973;SPC AR S     -   645,510.      427,250.      MT  (+/- 180 meters Scaled)
 EH1973
 EH1973                          SUPERSEDED SURVEY CONTROL
 EH1973
 EH1973  NGVD 29 (??/??/??)   67.434  (m)          221.24   (f) ADJUSTED    ?  
 EH1973
 EH1973.Superseded values are not recommended for survey control.
 EH1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1973.See file dsdata.txt to determine how the superseded data were derived.
 EH1973
 EH1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU186604(NAD 83)
 EH1973_MARKER: N = NAIL
 EH1973_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1973_SP_SET: OAK TREE
 EH1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1973
 EH1973  HISTORY     - Date     Condition        Report By
 EH1973  HISTORY     - UNK      MONUMENTED       DOD
 EH1973  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1973
 EH1973                          STATION DESCRIPTION
 EH1973
 EH1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1973'9.1 MI N FROM CARLISLE.
 EH1973'5.7 MILES NORTH ALONG THE HICKORY PLAINS ROAD FROM THE CHICAGO, ROCK
 EH1973'ISLAND AND PACIFIC RAILWAY STATION AT CARLISLE, THENCE 3.4 MILES
 EH1973'NORTHEAST ALONG COUNTY ROADS.  AT WALTERS CHAPEL, 200 FEET NORTH OF A
 EH1973'CEMETERY, 180 FEET EAST OF THE CHURCH, 174 FEET SOUTH OF THE SOUTHWEST
 EH1973'CORNER OF A NEW SCHOOLHOUSE, 75 FEET NORTH OF THE CENTERLINE OF THE
 EH1973'ROAD, 52 FEET SOUTHWEST OF A PUMP, 38.7 FEET SOUTHWEST OF BENCH MARK
 EH1973'WCP, DESCRIBED BELOW, AND IN THE SOUTH ROOT OF A 40-INCH RED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0121 ***********************************************************************
 FG0121  DESIGNATION -  16 B
 FG0121  PID         -  FG0121
 FG0121  STATE/COUNTY-  AR/FAULKNER
 FG0121  USGS QUAD   -  HOLLAND (1994)
 FG0121
 FG0121                         *CURRENT SURVEY CONTROL
 FG0121  ___________________________________________________________________
 FG0121* NAD 83(1986)-  35 08 53.     (N)    092 15 23.     (W)     SCALED    
 FG0121* NAVD 88     -       110.368  (meters)     362.10   (feet)  ADJUSTED  
 FG0121  ___________________________________________________________________
 FG0121  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FG0121  DYNAMIC HT  -         110.265 (meters)     361.76  (feet)  COMP
 FG0121  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 FG0121
 FG0121  VERT ORDER  -  SECOND    CLASS 0
 FG0121
 FG0121.The horizontal coordinates were scaled from a topographic map and have
 FG0121.an estimated accuracy of +/- 6 seconds.
 FG0121
 FG0121.The orthometric height was determined by differential leveling
 FG0121.and adjusted by the National Geodetic Survey in June 1991..
 FG0121
 FG0121.The geoid height was determined by GEOID03.
 FG0121
 FG0121.The dynamic height is computed by dividing the NAVD 88
 FG0121.geopotential number by the normal gravity value computed on the
 FG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0121.degrees latitude (g = 980.6199 gals.).
 FG0121
 FG0121.The modeled gravity was interpolated from observed gravity values.
 FG0121
 FG0121;                    North         East    Units  Estimated Accuracy
 FG0121;SPC AR N     -    90,420.      376,640.      MT  (+/- 180 meters Scaled)
 FG0121
 FG0121                          SUPERSEDED SURVEY CONTROL
 FG0121
 FG0121  NGVD 29 (??/??/92)  110.36   (m)          362.1    (f) COMPUTED    2 0
 FG0121
 FG0121.Superseded values are not recommended for survey control.
 FG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0121.See file dsdata.txt to determine how the superseded data were derived.
 FG0121
 FG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU677897(NAD 83)
 FG0121_MARKER: Z = SEE DESCRIPTION
 FG0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0121_STAMPING: 16 B
 FG0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0121+STABILITY: SURFACE MOTION
 FG0121
 FG0121  HISTORY     - Date     Condition        Report By
 FG0121  HISTORY     - UNK      MONUMENTED       USAF
 FG0121  HISTORY     - 1962     GOOD             NGS
 FG0121
 FG0121                          STATION DESCRIPTION
 FG0121
 FG0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0121'7.85 MI NW FROM VILONIA.
 FG0121'6.8 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF U.S.
 FG0121'HIGHWAY 64 AND STATE HIGHWAY 36 5.7 MILES WEST OF THE POST OFFICE AT
 FG0121'VILONIA, THENCE 0.8 MILE WEST ALONG A BLACKTOP ROAD, THENCE 0.25 MILE
 FG0121'SOUTHWEST ALONG A TRACK ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE
 FG0121'POST 18 INCHES IN DIAMETER AND ABOUT 5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0120 ***********************************************************************
 FG0120  DESIGNATION -  16 C
 FG0120  PID         -  FG0120
 FG0120  STATE/COUNTY-  AR/FAULKNER
 FG0120  USGS QUAD   -  HOLLAND (1994)
 FG0120
 FG0120                         *CURRENT SURVEY CONTROL
 FG0120  ___________________________________________________________________
 FG0120* NAD 83(1986)-  35 09 01.     (N)    092 15 12.     (W)     SCALED    
 FG0120* NAVD 88     -       113.688  (meters)     372.99   (feet)  ADJUSTED  
 FG0120  ___________________________________________________________________
 FG0120  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FG0120  DYNAMIC HT  -         113.582 (meters)     372.64  (feet)  COMP
 FG0120  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 FG0120
 FG0120  VERT ORDER  -  SECOND    CLASS 0
 FG0120
 FG0120.The horizontal coordinates were scaled from a topographic map and have
 FG0120.an estimated accuracy of +/- 6 seconds.
 FG0120
 FG0120.The orthometric height was determined by differential leveling
 FG0120.and adjusted by the National Geodetic Survey in June 1991..
 FG0120
 FG0120.The geoid height was determined by GEOID03.
 FG0120
 FG0120.The dynamic height is computed by dividing the NAVD 88
 FG0120.geopotential number by the normal gravity value computed on the
 FG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0120.degrees latitude (g = 980.6199 gals.).
 FG0120
 FG0120.The modeled gravity was interpolated from observed gravity values.
 FG0120
 FG0120;                    North         East    Units  Estimated Accuracy
 FG0120;SPC AR N     -    90,660.      376,920.      MT  (+/- 180 meters Scaled)
 FG0120
 FG0120                          SUPERSEDED SURVEY CONTROL
 FG0120
 FG0120  NGVD 29 (??/??/92)  113.68   (m)          373.0    (f) COMPUTED    2 0
 FG0120
 FG0120.Superseded values are not recommended for survey control.
 FG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0120.See file dsdata.txt to determine how the superseded data were derived.
 FG0120
 FG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU680899(NAD 83)
 FG0120_MARKER: Z = SEE DESCRIPTION
 FG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0120_STAMPING: 16 C
 FG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0120+STABILITY: SURFACE MOTION
 FG0120
 FG0120  HISTORY     - Date     Condition        Report By
 FG0120  HISTORY     - UNK      MONUMENTED       USAF
 FG0120  HISTORY     - 1962     GOOD             NGS
 FG0120
 FG0120                          STATION DESCRIPTION
 FG0120
 FG0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0120'7.75 MI N FROM VILONIA.
 FG0120'6.8 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF U.S.
 FG0120'HIGHWAY 64 AND STATE HIGHWAY 36 5.7 MILES WEST OF THE POST OFFICE AT
 FG0120'VILONIA, THENCE 0.45 MILE WEST ALONG A BLACKTOP ROAD, THENCE 0.5 MILE
 FG0120'WEST ALONG A TRACK ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE POST 18
 FG0120'INCHES IN DIAMETER AND ABOUT 5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0125 ***********************************************************************
 FG0125  DESIGNATION -  16 RHM
 FG0125  PID         -  FG0125
 FG0125  STATE/COUNTY-  AR/FAULKNER
 FG0125  USGS QUAD   -  HOLLAND (1994)
 FG0125
 FG0125                         *CURRENT SURVEY CONTROL
 FG0125  ___________________________________________________________________
 FG0125* NAD 83(1986)-  35 07 39.     (N)    092 15 53.     (W)     SCALED    
 FG0125* NAVD 88     -       137.490  (meters)     451.08   (feet)  ADJUSTED  
 FG0125  ___________________________________________________________________
 FG0125  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FG0125  DYNAMIC HT  -         137.362 (meters)     450.66  (feet)  COMP
 FG0125  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FG0125
 FG0125  VERT ORDER  -  SECOND    CLASS 0
 FG0125
 FG0125.The horizontal coordinates were scaled from a topographic map and have
 FG0125.an estimated accuracy of +/- 6 seconds.
 FG0125
 FG0125.The orthometric height was determined by differential leveling
 FG0125.and adjusted by the National Geodetic Survey in June 1991..
 FG0125
 FG0125.The geoid height was determined by GEOID03.
 FG0125
 FG0125.The dynamic height is computed by dividing the NAVD 88
 FG0125.geopotential number by the normal gravity value computed on the
 FG0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0125.degrees latitude (g = 980.6199 gals.).
 FG0125
 FG0125.The modeled gravity was interpolated from observed gravity values.
 FG0125
 FG0125;                    North         East    Units  Estimated Accuracy
 FG0125;SPC AR N     -    88,140.      375,870.      MT  (+/- 180 meters Scaled)
 FG0125
 FG0125                          SUPERSEDED SURVEY CONTROL
 FG0125
 FG0125  NGVD 29 (??/??/92)  137.486  (m)          451.07   (f) ADJ UNCH    2 0
 FG0125
 FG0125.Superseded values are not recommended for survey control.
 FG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0125.See file dsdata.txt to determine how the superseded data were derived.
 FG0125
 FG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU669874(NAD 83)
 FG0125_MARKER: DB = BENCH MARK DISK
 FG0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0125_STAMPING: 16 RHM 1960
 FG0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0125+STABILITY: SURFACE MOTION
 FG0125
 FG0125  HISTORY     - Date     Condition        Report By
 FG0125  HISTORY     - 1960     MONUMENTED       USGS
 FG0125  HISTORY     - 1962     GOOD             NGS
 FG0125
 FG0125                          STATION DESCRIPTION
 FG0125
 FG0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0125'11.0 MI NW FROM VILONIA.
 FG0125'5.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT VILONIA,
 FG0125'THENCE 5.3 MILES NORTH ALONG STATE HIGHWAY 36, 32 FEET NORTHWEST OF
 FG0125'THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTHEAST OF A POWERLINE POLE,
 FG0125'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE
 FG0125'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1412 ***********************************************************************
 EH1412  DESIGNATION -  16 W
 EH1412  PID         -  EH1412
 EH1412  STATE/COUNTY-  AR/ARKANSAS
 EH1412  USGS QUAD   -  ALMYRA (1968)
 EH1412
 EH1412                         *CURRENT SURVEY CONTROL
 EH1412  ___________________________________________________________________
 EH1412* NAD 83(1986)-  34 25 52.     (N)    091 24 59.     (W)     SCALED    
 EH1412* NAVD 88     -        62.401  (meters)     204.73   (feet)  ADJUSTED  
 EH1412  ___________________________________________________________________
 EH1412  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH1412  DYNAMIC HT  -          62.341 (meters)     204.53  (feet)  COMP
 EH1412  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 EH1412
 EH1412  VERT ORDER  -  FIRST     CLASS II
 EH1412
 EH1412.The horizontal coordinates were scaled from a topographic map and have
 EH1412.an estimated accuracy of +/- 6 seconds.
 EH1412
 EH1412.The orthometric height was determined by differential leveling
 EH1412.and adjusted by the National Geodetic Survey in August 1993..
 EH1412
 EH1412.The geoid height was determined by GEOID03.
 EH1412
 EH1412.The dynamic height is computed by dividing the NAVD 88
 EH1412.geopotential number by the normal gravity value computed on the
 EH1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1412.degrees latitude (g = 980.6199 gals.).
 EH1412
 EH1412.The modeled gravity was interpolated from observed gravity values.
 EH1412
 EH1412;                    North         East    Units  Estimated Accuracy
 EH1412;SPC AR S     -   595,850.      453,640.      MT  (+/- 180 meters Scaled)
 EH1412
 EH1412                          SUPERSEDED SURVEY CONTROL
 EH1412
 EH1412  NAVD 88 (06/15/91)   62.451  (m)          204.89   (f) UNKNOWN     1 2
 EH1412  NGVD 29 (??/??/??)   62.457  (m)          204.91   (f) ADJUSTED    1 2
 EH1412
 EH1412.Superseded values are not recommended for survey control.
 EH1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1412.See file dsdata.txt to determine how the superseded data were derived.
 EH1412
 EH1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU455110(NAD 83)
 EH1412_MARKER: DD = SURVEY DISK
 EH1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1412_STAMPING: 16 W 1928
 EH1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1412+STABILITY: SURFACE MOTION
 EH1412
 EH1412  HISTORY     - Date     Condition        Report By
 EH1412  HISTORY     - 1928     MONUMENTED       USGS
 EH1412  HISTORY     - 1954     GOOD             CGS
 EH1412  HISTORY     - 20030415 POOR             USACE
 EH1412
 EH1412                          STATION DESCRIPTION
 EH1412
 EH1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1412'2.1 MI N FROM ALMYRA.
 EH1412'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1412'THENCE 1.7 MILES NORTH ALONG STATE HIGHWAY 30, 58 FEET SOUTHWEST OF
 EH1412'THE SOUTHWEST CORNER OF A HOUSE, 32 FEET EAST OF THE CENTER LINE OF
 EH1412'THE HIGHWAY, 29 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 EH1412'ROAD, 9 FEET WEST OF TELEPHONE POLE, 3.5 FEET NORTHEAST OF A WITNESS
 EH1412'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EH1412'GROUND.
 EH1412
 EH1412                          STATION RECOVERY (2003)
 EH1412
 EH1412'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1412'MARK WAS FOUND LYING DOWN IN YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1746 ***********************************************************************
 EH1746  DESIGNATION -  16/17
 EH1746  PID         -  EH1746
 EH1746  STATE/COUNTY-  AR/JEFFERSON
 EH1746  USGS QUAD   -  MOSCOW (1971)
 EH1746
 EH1746                         *CURRENT SURVEY CONTROL
 EH1746  ___________________________________________________________________
 EH1746* NAD 83(1986)-  34 12 53.     (N)    091 47 10.     (W)     SCALED    
 EH1746* NAVD 88     -        58.903  (meters)     193.25   (feet)  ADJUSTED  
 EH1746  ___________________________________________________________________
 EH1746  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1746  DYNAMIC HT  -          58.845 (meters)     193.06  (feet)  COMP
 EH1746  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 EH1746
 EH1746  VERT ORDER  -  SECOND    CLASS 0
 EH1746
 EH1746.The horizontal coordinates were scaled from a topographic map and have
 EH1746.an estimated accuracy of +/- 6 seconds.
 EH1746
 EH1746.The orthometric height was determined by differential leveling
 EH1746.and adjusted by the National Geodetic Survey in August 1993..
 EH1746
 EH1746.The geoid height was determined by GEOID03.
 EH1746
 EH1746.The dynamic height is computed by dividing the NAVD 88
 EH1746.geopotential number by the normal gravity value computed on the
 EH1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1746.degrees latitude (g = 980.6199 gals.).
 EH1746
 EH1746.The modeled gravity was interpolated from observed gravity values.
 EH1746
 EH1746;                    North         East    Units  Estimated Accuracy
 EH1746;SPC AR S     -   571,720.      419,710.      MT  (+/- 180 meters Scaled)
 EH1746
 EH1746                          SUPERSEDED SURVEY CONTROL
 EH1746
 EH1746  NAVD 88 (06/15/91)   58.917  (m)          193.30   (f) UNKNOWN     2 0
 EH1746  NGVD 29 (??/??/??)   58.952  (m)          193.41   (f) ADJUSTED    2 0
 EH1746
 EH1746.Superseded values are not recommended for survey control.
 EH1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1746.See file dsdata.txt to determine how the superseded data were derived.
 EH1746
 EH1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT118866(NAD 83)
 EH1746_MARKER: P = PIPE CAP
 EH1746_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1746_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1746_STAMPING: B M 16/17
 EH1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1746
 EH1746  HISTORY     - Date     Condition        Report By
 EH1746  HISTORY     - UNK      MONUMENTED       DOD
 EH1746  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1746
 EH1746                          STATION DESCRIPTION
 EH1746
 EH1746'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1746'3.0 MI S FROM CORNERSTONE.
 EH1746'3.0 MILES SOUTH ALONG A CINDER ROAD FROM THE JUNCTION WITH STATE
 EH1746'HIGHWAY 88 AT CORNERSTONE, JEFFERSON COUNTY, 0.4 MILE EAST ALONG A
 EH1746'DIRT ROAD LEADING THROUGH A FIELD TO THE LEVEE, 0.9 MILE NORTH ALONG
 EH1746'THE LEVEE ROAD, AT THE EDGE OF A WOODS, 30 YARDS SOUTH OF CONCRETE
 EH1746'MILEPOST 16/17, AND 29 YARDS NORTHEAST OF THE CENTERLINE OF THE ROAD.
 EH1746'A STANDARD CAP, STAMPED B M 16/17 AND RIVETED ON THE TOP OF A 3-INCH
 EH1746'IRON PIPE PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1745 ***********************************************************************
 EH1745  DESIGNATION -  16/17 REF
 EH1745  PID         -  EH1745
 EH1745  STATE/COUNTY-  AR/JEFFERSON
 EH1745  USGS QUAD   -  MOSCOW (1971)
 EH1745
 EH1745                         *CURRENT SURVEY CONTROL
 EH1745  ___________________________________________________________________
 EH1745* NAD 83(1986)-  34 12 50.     (N)    091 47 09.     (W)     SCALED    
 EH1745* NAVD 88     -        58.557  (meters)     192.12   (feet)  ADJUSTED  
 EH1745  ___________________________________________________________________
 EH1745  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1745  DYNAMIC HT  -          58.501 (meters)     191.93  (feet)  COMP
 EH1745  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 EH1745
 EH1745  VERT ORDER  -  SECOND    CLASS 0
 EH1745
 EH1745.The horizontal coordinates were scaled from a topographic map and have
 EH1745.an estimated accuracy of +/- 6 seconds.
 EH1745
 EH1745.The orthometric height was determined by differential leveling
 EH1745.and adjusted by the National Geodetic Survey in August 1993..
 EH1745
 EH1745.The geoid height was determined by GEOID03.
 EH1745
 EH1745.The dynamic height is computed by dividing the NAVD 88
 EH1745.geopotential number by the normal gravity value computed on the
 EH1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1745.degrees latitude (g = 980.6199 gals.).
 EH1745
 EH1745.The modeled gravity was interpolated from observed gravity values.
 EH1745
 EH1745;                    North         East    Units  Estimated Accuracy
 EH1745;SPC AR S     -   571,630.      419,730.      MT  (+/- 180 meters Scaled)
 EH1745
 EH1745                          SUPERSEDED SURVEY CONTROL
 EH1745
 EH1745  NAVD 88 (06/15/91)   58.572  (m)          192.16   (f) UNKNOWN     2 0
 EH1745  NGVD 29 (??/??/??)   58.607  (m)          192.28   (f) ADJUSTED    2 0
 EH1745
 EH1745.Superseded values are not recommended for survey control.
 EH1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1745.See file dsdata.txt to determine how the superseded data were derived.
 EH1745
 EH1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT118865(NAD 83)
 EH1745_MARKER: P = PIPE CAP
 EH1745_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1745_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1745_STAMPING: B M REF 16/17
 EH1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1745
 EH1745  HISTORY     - Date     Condition        Report By
 EH1745  HISTORY     - UNK      MONUMENTED       DOD
 EH1745  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1745
 EH1745                          STATION DESCRIPTION
 EH1745
 EH1745'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1745'3.0 MI S FROM CORNERSTONE.
 EH1745'3.0 MILES SOUTH ALONG A CINDER ROAD FROM THE JUNCTION WITH STATE
 EH1745'HIGHWAY 88 AT CORNERSTONE, JEFFERSON COUNTY, 0.4 MILE EAST ALONG A
 EH1745'DIRT ROAD LEADING THROUGH A FIELD TO THE LEVEE, 1.0 MILE NORTH ALONG
 EH1745'THE LEVEE ROAD, 0.1 MILE EAST OF CONCRETE MILEPOST 16/17, AT THE EDGE
 EH1745'OF A WOODS, AND 33 YARDS EAST OF THE CENTERLINE OF THE LEVEE.  A
 EH1745'STANDARD CAP, STAMPED B M REF 16/17 AND RIVETED ON THE TOP OF A 3-INCH
 EH1745'IRON PIPE PROJECTING 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1371 ***********************************************************************
 DK1371  DESIGNATION -  162.49
 DK1371  PID         -  DK1371
 DK1371  STATE/COUNTY-  AR/ASHLEY
 DK1371  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1371
 DK1371                         *CURRENT SURVEY CONTROL
 DK1371  ___________________________________________________________________
 DK1371* NAD 83(1986)-  33 07 57.     (N)    091 57 40.     (W)     SCALED    
 DK1371* NAVD 88     -        49.418  (meters)     162.13   (feet)  ADJUSTED  
 DK1371  ___________________________________________________________________
 DK1371  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK1371  DYNAMIC HT  -          49.365 (meters)     161.96  (feet)  COMP
 DK1371  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DK1371
 DK1371  VERT ORDER  -  SECOND    CLASS 0
 DK1371
 DK1371.The horizontal coordinates were scaled from a topographic map and have
 DK1371.an estimated accuracy of +/- 6 seconds.
 DK1371
 DK1371.The orthometric height was determined by differential leveling
 DK1371.and adjusted by the National Geodetic Survey in June 1991..
 DK1371
 DK1371.The geoid height was determined by GEOID03.
 DK1371
 DK1371.The dynamic height is computed by dividing the NAVD 88
 DK1371.geopotential number by the normal gravity value computed on the
 DK1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1371.degrees latitude (g = 980.6199 gals.).
 DK1371
 DK1371.The modeled gravity was interpolated from observed gravity values.
 DK1371
 DK1371;                    North         East    Units  Estimated Accuracy
 DK1371;SPC AR S     -   451,670.      403,630.      MT  (+/- 180 meters Scaled)
 DK1371
 DK1371                          SUPERSEDED SURVEY CONTROL
 DK1371
 DK1371  NGVD 29 (??/??/??)   49.491  (m)          162.37   (f) ADJUSTED    2 0
 DK1371
 DK1371.Superseded values are not recommended for survey control.
 DK1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1371.See file dsdata.txt to determine how the superseded data were derived.
 DK1371
 DK1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS969664(NAD 83)
 DK1371_MARKER: Z = SEE DESCRIPTION
 DK1371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK1371_SP_SET: BUILDING
 DK1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1371
 DK1371  HISTORY     - Date     Condition        Report By
 DK1371  HISTORY     - UNK      MONUMENTED       ARHD
 DK1371  HISTORY     - 1934     GOOD             CGS
 DK1371
 DK1371                          STATION DESCRIPTION
 DK1371
 DK1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1371'IN CROSSETT.
 DK1371'AT CROSSETT, ASHLEY COUNTY, ON U. S. HIGHWAY 82, 450 FEET WEST OF THE
 DK1371'MAIN STREET OF THE TOWN, 50 FEET SOUTH OF THE CENTERLINE OF THE
 DK1371'HIGHWAY, AT THE NORTHWEST CORNER OF THE OLD CITY JAIL, AND AT THE
 DK1371'FIRST COURSE OF BRICK EXTENDING OUTWARD 2 INCHES FROM THE FACE OF THE
 DK1371'WALL.  THE TOP OF THE CORNER BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0876 ***********************************************************************
 FG0876  DESIGNATION -  1631.8
 FG0876  PID         -  FG0876
 FG0876  STATE/COUNTY-  AR/JOHNSON
 FG0876  USGS QUAD   -  ROSETTA (1980)
 FG0876
 FG0876                         *CURRENT SURVEY CONTROL
 FG0876  ___________________________________________________________________
 FG0876* NAD 83(1986)-  35 39 24.     (N)    093 19 10.     (W)     SCALED    
 FG0876* NAVD 88     -       497.414  (meters)    1631.93   (feet)  ADJUSTED  
 FG0876  ___________________________________________________________________
 FG0876  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FG0876  DYNAMIC HT  -         496.950 (meters)    1630.41  (feet)  COMP
 FG0876  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 FG0876
 FG0876  VERT ORDER  -  SECOND    CLASS 0
 FG0876
 FG0876.The horizontal coordinates were scaled from a topographic map and have
 FG0876.an estimated accuracy of +/- 6 seconds.
 FG0876
 FG0876.The orthometric height was determined by differential leveling
 FG0876.and adjusted by the National Geodetic Survey in June 1991..
 FG0876
 FG0876.The geoid height was determined by GEOID03.
 FG0876
 FG0876.The dynamic height is computed by dividing the NAVD 88
 FG0876.geopotential number by the normal gravity value computed on the
 FG0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0876.degrees latitude (g = 980.6199 gals.).
 FG0876
 FG0876.The modeled gravity was interpolated from observed gravity values.
 FG0876
 FG0876;                    North         East    Units  Estimated Accuracy
 FG0876;SPC AR N     -   147,610.      280,530.      MT  (+/- 180 meters Scaled)
 FG0876
 FG0876                          SUPERSEDED SURVEY CONTROL
 FG0876
 FG0876  NGVD 29 (??/??/92)  497.370  (m)         1631.79   (f) ADJ UNCH    2 0
 FG0876
 FG0876.Superseded values are not recommended for survey control.
 FG0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0876.See file dsdata.txt to determine how the superseded data were derived.
 FG0876
 FG0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV710459(NAD 83)
 FG0876_MARKER: B = BOLT
 FG0876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0876_SP_SET: OAK TREE
 FG0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0876
 FG0876  HISTORY     - Date     Condition        Report By
 FG0876  HISTORY     - UNK      MONUMENTED       USGS
 FG0876  HISTORY     - 1935     GOOD             NGS
 FG0876
 FG0876                          STATION DESCRIPTION
 FG0876
 FG0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0876'6.2 MI SW FROM FORT DOUGLAS.
 FG0876'6.2 MILES SOUTHWEST OF, ALONG ST. HWY. NO. 123, FROM POST OFFICE.
 FG0876'ALONG STATE HIGHWAY NO. 123 AND ROSETTA ROAD.  2 MILES NORTHWEST OF
 FG0876'JUNCTION OF STATE HIGHWAY NO. 123 AND ROSETTA ROAD.  180 FEET
 FG0876'SOUTHEAST OF A SWITCHBACK.  150 FEET SOUTHEAST OF BM F - 128.  9 FEET
 FG0876'WEST OF CENTER-LINE OF ROAD.  18 INCHES ABOVE ROAD LEVEL.  IN BASE OF
 FG0876'12 INCH OAK TREE.  ON BLAZE 3 FEET ABOVE MARK IS PAINTED U.S.BM
 FG0876'1631.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0180 ***********************************************************************
 FG0180  DESIGNATION -  17 B
 FG0180  PID         -  FG0180
 FG0180  STATE/COUNTY-  AR/FAULKNER
 FG0180  USGS QUAD   -  GUY (1994)
 FG0180
 FG0180                         *CURRENT SURVEY CONTROL
 FG0180  ___________________________________________________________________
 FG0180* NAD 83(1986)-  35 19 30.     (N)    092 16 13.     (W)     SCALED    
 FG0180* NAVD 88     -       246.307  (meters)     808.09   (feet)  ADJUSTED  
 FG0180  ___________________________________________________________________
 FG0180  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FG0180  DYNAMIC HT  -         246.076 (meters)     807.33  (feet)  COMP
 FG0180  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FG0180
 FG0180  VERT ORDER  -  SECOND    CLASS 0
 FG0180
 FG0180.The horizontal coordinates were scaled from a topographic map and have
 FG0180.an estimated accuracy of +/- 6 seconds.
 FG0180
 FG0180.The orthometric height was determined by differential leveling
 FG0180.and adjusted by the National Geodetic Survey in June 1991..
 FG0180
 FG0180.The geoid height was determined by GEOID03.
 FG0180
 FG0180.The dynamic height is computed by dividing the NAVD 88
 FG0180.geopotential number by the normal gravity value computed on the
 FG0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0180.degrees latitude (g = 980.6199 gals.).
 FG0180
 FG0180.The modeled gravity was interpolated from observed gravity values.
 FG0180
 FG0180;                    North         East    Units  Estimated Accuracy
 FG0180;SPC AR N     -   110,050.      375,430.      MT  (+/- 180 meters Scaled)
 FG0180
 FG0180                          SUPERSEDED SURVEY CONTROL
 FG0180
 FG0180  NGVD 29 (??/??/92)  246.27   (m)          808.0    (f) COMPUTED    2 0
 FG0180
 FG0180.Superseded values are not recommended for survey control.
 FG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0180.See file dsdata.txt to determine how the superseded data were derived.
 FG0180
 FG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV663093(NAD 83)
 FG0180_MARKER: Z = SEE DESCRIPTION
 FG0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0180_STAMPING: 17 B
 FG0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0180+STABILITY: SURFACE MOTION
 FG0180
 FG0180  HISTORY     - Date     Condition        Report By
 FG0180  HISTORY     - UNK      MONUMENTED       USAF
 FG0180  HISTORY     - 1962     GOOD             NGS
 FG0180
 FG0180                          STATION DESCRIPTION
 FG0180
 FG0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0180'4.9 MI SW FROM QUITMAN.
 FG0180'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FG0180'QUITMAN, THENCE 0.2 MILE SOUTH ALONG A BLACKTOP ROAD, THENCE 0.2 MILE
 FG0180'SOUTHWEST ALONG A TRACK ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE
 FG0180'POST 18 INCHES IN DIAMETER AND ABOUT 5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0179 ***********************************************************************
 FG0179  DESIGNATION -  17 C
 FG0179  PID         -  FG0179
 FG0179  STATE/COUNTY-  AR/FAULKNER
 FG0179  USGS QUAD   -  GUY (1994)
 FG0179
 FG0179                         *CURRENT SURVEY CONTROL
 FG0179  ___________________________________________________________________
 FG0179* NAD 83(1986)-  35 19 35.     (N)    092 15 56.     (W)     SCALED    
 FG0179* NAVD 88     -       247.377  (meters)     811.60   (feet)  ADJUSTED  
 FG0179  ___________________________________________________________________
 FG0179  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FG0179  DYNAMIC HT  -         247.146 (meters)     810.84  (feet)  COMP
 FG0179  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FG0179
 FG0179  VERT ORDER  -  SECOND    CLASS 0
 FG0179
 FG0179.The horizontal coordinates were scaled from a topographic map and have
 FG0179.an estimated accuracy of +/- 6 seconds.
 FG0179
 FG0179.The orthometric height was determined by differential leveling
 FG0179.and adjusted by the National Geodetic Survey in June 1991..
 FG0179
 FG0179.The geoid height was determined by GEOID03.
 FG0179
 FG0179.The dynamic height is computed by dividing the NAVD 88
 FG0179.geopotential number by the normal gravity value computed on the
 FG0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0179.degrees latitude (g = 980.6199 gals.).
 FG0179
 FG0179.The modeled gravity was interpolated from observed gravity values.
 FG0179
 FG0179;                    North         East    Units  Estimated Accuracy
 FG0179;SPC AR N     -   110,200.      375,860.      MT  (+/- 180 meters Scaled)
 FG0179
 FG0179                          SUPERSEDED SURVEY CONTROL
 FG0179
 FG0179  NGVD 29 (??/??/92)  247.34   (m)          811.5    (f) COMPUTED    2 0
 FG0179
 FG0179.Superseded values are not recommended for survey control.
 FG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0179.See file dsdata.txt to determine how the superseded data were derived.
 FG0179
 FG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV667094(NAD 83)
 FG0179_MARKER: Z = SEE DESCRIPTION
 FG0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0179_STAMPING: 17 C
 FG0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0179+STABILITY: SURFACE MOTION
 FG0179
 FG0179  HISTORY     - Date     Condition        Report By
 FG0179  HISTORY     - UNK      MONUMENTED       USAF
 FG0179  HISTORY     - 1962     GOOD             NGS
 FG0179
 FG0179                          STATION DESCRIPTION
 FG0179
 FG0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0179'4.8 MI SW FROM QUITMAN.
 FG0179'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FG0179'QUITMAN, THENCE 0.3 MILE SOUTHEAST ALONG A BLACKTOP ROAD, SET IN TOP
 FG0179'OF A CYLINDRICAL CONCRETE POST 18 INCHES IN DIAMETER AND ABOUT 5 FEET
 FG0179'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0126 ***********************************************************************
 FG0126  DESIGNATION -  17 RHM
 FG0126  PID         -  FG0126
 FG0126  STATE/COUNTY-  AR/FAULKNER
 FG0126  USGS QUAD   -  HOLLAND (1994)
 FG0126
 FG0126                         *CURRENT SURVEY CONTROL
 FG0126  ___________________________________________________________________
 FG0126* NAD 83(1986)-  35 08 15.     (N)    092 15 06.     (W)     SCALED    
 FG0126* NAVD 88     -       111.367  (meters)     365.38   (feet)  ADJUSTED  
 FG0126  ___________________________________________________________________
 FG0126  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FG0126  DYNAMIC HT  -         111.263 (meters)     365.04  (feet)  COMP
 FG0126  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 FG0126
 FG0126  VERT ORDER  -  SECOND    CLASS 0
 FG0126
 FG0126.The horizontal coordinates were scaled from a topographic map and have
 FG0126.an estimated accuracy of +/- 6 seconds.
 FG0126
 FG0126.The orthometric height was determined by differential leveling
 FG0126.and adjusted by the National Geodetic Survey in June 1991..
 FG0126
 FG0126.The geoid height was determined by GEOID03.
 FG0126
 FG0126.The dynamic height is computed by dividing the NAVD 88
 FG0126.geopotential number by the normal gravity value computed on the
 FG0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0126.degrees latitude (g = 980.6199 gals.).
 FG0126
 FG0126.The modeled gravity was interpolated from observed gravity values.
 FG0126
 FG0126;                    North         East    Units  Estimated Accuracy
 FG0126;SPC AR N     -    89,250.      377,070.      MT  (+/- 180 meters Scaled)
 FG0126
 FG0126                          SUPERSEDED SURVEY CONTROL
 FG0126
 FG0126  NGVD 29 (??/??/92)  111.362  (m)          365.36   (f) ADJ UNCH    2 0
 FG0126
 FG0126.Superseded values are not recommended for survey control.
 FG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0126.See file dsdata.txt to determine how the superseded data were derived.
 FG0126
 FG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU681885(NAD 83)
 FG0126_MARKER: DB = BENCH MARK DISK
 FG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0126_STAMPING: 17 RHM 1960
 FG0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0126+STABILITY: SURFACE MOTION
 FG0126
 FG0126  HISTORY     - Date     Condition        Report By
 FG0126  HISTORY     - 1960     MONUMENTED       USGS
 FG0126  HISTORY     - 1962     GOOD             NGS
 FG0126
 FG0126                          STATION DESCRIPTION
 FG0126
 FG0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0126'10.85 MI SW FROM MOUNT VERNON.
 FG0126'10.85 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0126'MOUNT VERNON, 31 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4
 FG0126'FEET NORTH OF A POWERLINE POLE, 1.6 FEET NORTHWEST OF A FENCE, ABOUT 1
 FG0126'FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE
 FG0126'POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1430 ***********************************************************************
 EH1430  DESIGNATION -  17 W
 EH1430  PID         -  EH1430
 EH1430  STATE/COUNTY-  AR/ARKANSAS
 EH1430  USGS QUAD   -  ALMYRA (1968)
 EH1430
 EH1430                         *CURRENT SURVEY CONTROL
 EH1430  ___________________________________________________________________
 EH1430* NAD 83(1986)-  34 28 26.     (N)    091 25 03.     (W)     SCALED    
 EH1430* NAVD 88     -        60.349  (meters)     198.00   (feet)  ADJUSTED  
 EH1430  ___________________________________________________________________
 EH1430  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH1430  DYNAMIC HT  -          60.291 (meters)     197.80  (feet)  COMP
 EH1430  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 EH1430
 EH1430  VERT ORDER  -  FIRST     CLASS II
 EH1430
 EH1430.The horizontal coordinates were scaled from a topographic map and have
 EH1430.an estimated accuracy of +/- 6 seconds.
 EH1430
 EH1430.The orthometric height was determined by differential leveling
 EH1430.and adjusted by the National Geodetic Survey in August 1993..
 EH1430
 EH1430.The geoid height was determined by GEOID03.
 EH1430
 EH1430.The dynamic height is computed by dividing the NAVD 88
 EH1430.geopotential number by the normal gravity value computed on the
 EH1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1430.degrees latitude (g = 980.6199 gals.).
 EH1430
 EH1430.The modeled gravity was interpolated from observed gravity values.
 EH1430
 EH1430;                    North         East    Units  Estimated Accuracy
 EH1430;SPC AR S     -   600,600.      453,510.      MT  (+/- 180 meters Scaled)
 EH1430
 EH1430                          SUPERSEDED SURVEY CONTROL
 EH1430
 EH1430  NAVD 88 (06/15/91)   60.395  (m)          198.15   (f) UNKNOWN     1 2
 EH1430  NGVD 29 (??/??/??)   60.400  (m)          198.16   (f) ADJUSTED    1 2
 EH1430
 EH1430.Superseded values are not recommended for survey control.
 EH1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1430.See file dsdata.txt to determine how the superseded data were derived.
 EH1430
 EH1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU453158(NAD 83)
 EH1430_MARKER: DD = SURVEY DISK
 EH1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1430_STAMPING: 17 W 1928
 EH1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1430+STABILITY: SURFACE MOTION
 EH1430
 EH1430  HISTORY     - Date     Condition        Report By
 EH1430  HISTORY     - 1928     MONUMENTED       USGS
 EH1430  HISTORY     - 1954     GOOD             CGS
 EH1430  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1430
 EH1430                          STATION DESCRIPTION
 EH1430
 EH1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1430'5.1 MI N FROM ALMYRA.
 EH1430'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1430'THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 30, AT THE NORTHEAST CORNER
 EH1430'OF THE ARKANSAS STATE COLLEGE EXPERIMENTAL FARM, AT A POINT WHERE
 EH1430'STATE HIGHWAY 30 TURNS WEST, 36 FEET SOUTH OF THE CENTER LINE OF THE
 EH1430'HIGHWAY, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET EAST
 EH1430'OF THE NORTHEAST CORNER OF A BRICK POST, 6 FEET SOUTHWEST OF A
 EH1430'TELEPHONE POLE, 8.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 EH1430'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, 1.2 MILES EAST OF
 EH1430'BENCH MARK P 116.
 EH1430
 EH1430                          STATION RECOVERY (1965)
 EH1430
 EH1430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EH1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0384 ***********************************************************************
 DL0384  DESIGNATION -  170
 DL0384  PID         -  DL0384
 DL0384  STATE/COUNTY-  AR/CLARK
 DL0384  USGS QUAD   -  CURTIS (1970)
 DL0384
 DL0384                         *CURRENT SURVEY CONTROL
 DL0384  ___________________________________________________________________
 DL0384* NAD 83(1986)-  33 59 25.     (N)    093 05 59.     (W)     SCALED    
 DL0384* NAVD 88     -        52.270  (meters)     171.49   (feet)  ADJUSTED  
 DL0384  ___________________________________________________________________
 DL0384  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL0384  DYNAMIC HT  -          52.217 (meters)     171.32  (feet)  COMP
 DL0384  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 DL0384
 DL0384  VERT ORDER  -  FIRST     CLASS II
 DL0384
 DL0384.The horizontal coordinates were scaled from a topographic map and have
 DL0384.an estimated accuracy of +/- 6 seconds.
 DL0384
 DL0384.The orthometric height was determined by differential leveling
 DL0384.and adjusted by the National Geodetic Survey in June 1991..
 DL0384
 DL0384.The geoid height was determined by GEOID03.
 DL0384
 DL0384.The dynamic height is computed by dividing the NAVD 88
 DL0384.geopotential number by the normal gravity value computed on the
 DL0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0384.degrees latitude (g = 980.6199 gals.).
 DL0384
 DL0384.The modeled gravity was interpolated from observed gravity values.
 DL0384
 DL0384;                    North         East    Units  Estimated Accuracy
 DL0384;SPC AR S     -   547,350.      298,400.      MT  (+/- 180 meters Scaled)
 DL0384
 DL0384                          SUPERSEDED SURVEY CONTROL
 DL0384
 DL0384  NGVD 29 (??/??/92)   52.279  (m)          171.52   (f) ADJ UNCH    1 2
 DL0384
 DL0384.Superseded values are not recommended for survey control.
 DL0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0384.See file dsdata.txt to determine how the superseded data were derived.
 DL0384
 DL0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT907610(NAD 83)
 DL0384_MARKER: P = PIPE CAP
 DL0384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0384_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0384_STAMPING: 170 H S
 DL0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0384
 DL0384  HISTORY     - Date     Condition        Report By
 DL0384  HISTORY     - UNK      MONUMENTED       USGS
 DL0384  HISTORY     - 1960     GOOD             NGS
 DL0384
 DL0384                          STATION DESCRIPTION
 DL0384
 DL0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0384'5.75 MI N FROM GURDON.
 DL0384'ABOUT 5.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0384'STATION AT GURDON, 25 POLES SOUTH OF MILEPOLE 420, 49 FEET EAST OF THE
 DL0384'EAST RAIL OF THE MAIN TRACK, 15 FEET WEST OF A TELEPHONE CABLE MARKER
 DL0384'POST NO. 289, 0.5 MILES SOUTH OF THE POST OFFICE AT CURTIS, 1 1/2 FEET
 DL0384'EAST OF A FENCE, ABOUT 8 FEET BELOW THE TRACKS, AND ON THE TOP OF A 3
 DL0384'1/2-INCH IRON PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1743 ***********************************************************************
 EH1743  DESIGNATION -  17/18
 EH1743  PID         -  EH1743
 EH1743  STATE/COUNTY-  AR/JEFFERSON
 EH1743  USGS QUAD   -  MOSCOW (1971)
 EH1743
 EH1743                         *CURRENT SURVEY CONTROL
 EH1743  ___________________________________________________________________
 EH1743* NAD 83(1986)-  34 12 03.     (N)    091 46 56.     (W)     SCALED    
 EH1743* NAVD 88     -        60.179  (meters)     197.44   (feet)  ADJUSTED  
 EH1743  ___________________________________________________________________
 EH1743  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1743  DYNAMIC HT  -          60.121 (meters)     197.25  (feet)  COMP
 EH1743  MODELED GRAV-     979,662.6   (mgal)                       NAVD 88
 EH1743
 EH1743  VERT ORDER  -  SECOND    CLASS 0
 EH1743
 EH1743.The horizontal coordinates were scaled from a topographic map and have
 EH1743.an estimated accuracy of +/- 6 seconds.
 EH1743
 EH1743.The orthometric height was determined by differential leveling
 EH1743.and adjusted by the National Geodetic Survey in August 1993..
 EH1743
 EH1743.The geoid height was determined by GEOID03.
 EH1743
 EH1743.The dynamic height is computed by dividing the NAVD 88
 EH1743.geopotential number by the normal gravity value computed on the
 EH1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1743.degrees latitude (g = 980.6199 gals.).
 EH1743
 EH1743.The modeled gravity was interpolated from observed gravity values.
 EH1743
 EH1743;                    North         East    Units  Estimated Accuracy
 EH1743;SPC AR S     -   570,180.      420,070.      MT  (+/- 180 meters Scaled)
 EH1743
 EH1743                          SUPERSEDED SURVEY CONTROL
 EH1743
 EH1743  NAVD 88 (06/15/91)   60.195  (m)          197.49   (f) UNKNOWN     2 0
 EH1743  NGVD 29 (??/??/??)   60.230  (m)          197.60   (f) ADJUSTED    2 0
 EH1743
 EH1743.Superseded values are not recommended for survey control.
 EH1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1743.See file dsdata.txt to determine how the superseded data were derived.
 EH1743
 EH1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT121850(NAD 83)
 EH1743_MARKER: P = PIPE CAP
 EH1743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1743_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1743_STAMPING: B M 17/18
 EH1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1743
 EH1743  HISTORY     - Date     Condition        Report By
 EH1743  HISTORY     - UNK      MONUMENTED       DOD
 EH1743  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1743
 EH1743                          STATION DESCRIPTION
 EH1743
 EH1743'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1743'3.0 MI S FROM CORNERSTONE.
 EH1743'3.0 MILES SOUTH ALONG A CINDER ROAD FROM THE JUNCTION WITH STATE
 EH1743'HIGHWAY 88 AT CORNERSTONE, JEFFERSON COUNTY, 0.4 MILE EAST ALONG A
 EH1743'DIRT ROAD LEADING THROUGH A FIELD TO THE LEVEE, 1.9 MILES NORTH ALONG
 EH1743'THE LEVEE ROAD, 40 FEET NORTHEAST OF CONCRETE MILEPOST 17/18, 50 FEET
 EH1743'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 11.2 FEET SOUTHWEST OF A
 EH1743'FENCE.  A STANDARD CAP, STAMPED B M 17/18 AND RIVETED ON THE TOP OF A
 EH1743'3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1593 ***********************************************************************
 EH1593  DESIGNATION -  173.6
 EH1593  PID         -  EH1593
 EH1593  STATE/COUNTY-  AR/LINCOLN
 EH1593  USGS QUAD   -  CADES (1975)
 EH1593
 EH1593                         *CURRENT SURVEY CONTROL
 EH1593  ___________________________________________________________________
 EH1593* NAD 83(1986)-  34 03 03.     (N)    091 36 42.     (W)     SCALED    
 EH1593* NAVD 88     -        52.937  (meters)     173.68   (feet)  ADJUSTED  
 EH1593  ___________________________________________________________________
 EH1593  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EH1593  DYNAMIC HT  -          52.885 (meters)     173.51  (feet)  COMP
 EH1593  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 EH1593
 EH1593  VERT ORDER  -  SECOND    CLASS 0
 EH1593
 EH1593.The horizontal coordinates were scaled from a topographic map and have
 EH1593.an estimated accuracy of +/- 6 seconds.
 EH1593
 EH1593.The orthometric height was determined by differential leveling
 EH1593.and adjusted by the National Geodetic Survey in August 1993..
 EH1593
 EH1593.The geoid height was determined by GEOID03.
 EH1593
 EH1593.The dynamic height is computed by dividing the NAVD 88
 EH1593.geopotential number by the normal gravity value computed on the
 EH1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1593.degrees latitude (g = 980.6199 gals.).
 EH1593
 EH1593.The modeled gravity was interpolated from observed gravity values.
 EH1593
 EH1593;                    North         East    Units  Estimated Accuracy
 EH1593;SPC AR S     -   553,590.      435,850.      MT  (+/- 180 meters Scaled)
 EH1593
 EH1593                          SUPERSEDED SURVEY CONTROL
 EH1593
 EH1593  NAVD 88 (06/15/91)   52.944  (m)          173.70   (f) UNKNOWN     2 0
 EH1593  NGVD 29 (??/??/??)   52.946  (m)          173.71   (f) ADJUSTED    2 0
 EH1593
 EH1593.Superseded values are not recommended for survey control.
 EH1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1593.See file dsdata.txt to determine how the superseded data were derived.
 EH1593
 EH1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT281686(NAD 83)
 EH1593_MARKER: N = NAIL
 EH1593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1593_SP_SET: OAK TREE
 EH1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1593
 EH1593  HISTORY     - Date     Condition        Report By
 EH1593  HISTORY     - UNK      MONUMENTED       USGS
 EH1593  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1593
 EH1593                          STATION DESCRIPTION
 EH1593
 EH1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1593'1.0 MI N FROM VARNER.
 EH1593'ABOUT 1.0 MILE NORTH ALONG THE ROAD TO THE ARKANSAS STATE PRISON FARM
 EH1593'FROM VARNER, LINCOLN COUNTY, ABOUT 350 FEET NORTH OF THE JUNCTION OF
 EH1593'ROAD FORKS, AT AN EASTWARD TURN IN A GRAVEL ROAD, 65 FEET EAST OF THE
 EH1593'EAST SIDE OF A HOUSE, AND IN THE SOUTH ROOT OF A 30-INCH OAK TREE
 EH1593'PAINTED 173.6.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 EH1593'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1970 ***********************************************************************
 EH1970  DESIGNATION -  18
 EH1970  PID         -  EH1970
 EH1970  STATE/COUNTY-  AR/LONOKE
 EH1970  USGS QUAD   -  CARLISLE (1994)
 EH1970
 EH1970                         *CURRENT SURVEY CONTROL
 EH1970  ___________________________________________________________________
 EH1970* NAD 83(1986)-  34 52 07.     (N)    091 43 07.     (W)     SCALED    
 EH1970* NAVD 88     -        68.17   (+/-2cm)     223.7    (feet)  VERTCON   
 EH1970  ___________________________________________________________________
 EH1970  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH1970
 EH1970  VERT ORDER  -  ? (See Below)
 EH1970
 EH1970.The horizontal coordinates were scaled from a topographic map and have
 EH1970.an estimated accuracy of +/- 6 seconds.
 EH1970
 EH1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1970.The vertical order pertains to the NGVD 29 superseded value.
 EH1970
 EH1970.The geoid height was determined by GEOID03.
 EH1970
 EH1970;                    North         East    Units  Estimated Accuracy
 EH1970;SPC AR S     -   644,270.      425,730.      MT  (+/- 180 meters Scaled)
 EH1970
 EH1970                          SUPERSEDED SURVEY CONTROL
 EH1970
 EH1970  NGVD 29 (??/??/??)   68.177  (m)          223.68   (f) ADJUSTED    ?  
 EH1970
 EH1970.Superseded values are not recommended for survey control.
 EH1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1970.See file dsdata.txt to determine how the superseded data were derived.
 EH1970
 EH1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU171592(NAD 83)
 EH1970_MARKER: N = NAIL
 EH1970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1970_SP_SET: OAK TREE
 EH1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1970
 EH1970  HISTORY     - Date     Condition        Report By
 EH1970  HISTORY     - UNK      MONUMENTED       DOD
 EH1970  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1970
 EH1970                          STATION DESCRIPTION
 EH1970
 EH1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1970'7.8 MI N FROM CARLISLE.
 EH1970'5.7 MILES NORTH ALONG THE HICKORY PLAINS ROAD FROM THE CHICAGO, ROCK
 EH1970'ISLAND AND PACIFIC RAILWAY STATION AT CARLISLE, THENCE 2.1 MILES
 EH1970'NORTHEAST ALONG COUNTY ROADS.  ABOUT 1/4 MILE EAST OF THE JUNCTION OF
 EH1970'A ROAD LEADING SOUTH, 185 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 EH1970'THE F.S HARRIS RESIDENCE, 15 FEET NORTHWEST OF THE CENTERLINE OF THE
 EH1970'ROAD, AND IN THE EAST ROOT OF A 30-INCH WHITE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0044 ***********************************************************************
 FF0044  DESIGNATION -  18 19
 FF0044  PID         -  FF0044
 FF0044  STATE/COUNTY-  AR/MISSISSIPPI
 FF0044  USGS QUAD   -  DELL (1983)
 FF0044
 FF0044                         *CURRENT SURVEY CONTROL
 FF0044  ___________________________________________________________________
 FF0044* NAD 83(1986)-  35 50 43.     (N)    090 07 13.     (W)     SCALED    
 FF0044* NAVD 88     -        72.354  (meters)     237.38   (feet)  ADJUSTED  
 FF0044  ___________________________________________________________________
 FF0044  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FF0044  DYNAMIC HT  -          72.293 (meters)     237.18  (feet)  COMP
 FF0044  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 FF0044
 FF0044  VERT ORDER  -  FIRST     CLASS II
 FF0044
 FF0044.The horizontal coordinates were scaled from a topographic map and have
 FF0044.an estimated accuracy of +/- 6 seconds.
 FF0044
 FF0044.The orthometric height was determined by differential leveling
 FF0044.and adjusted by the National Geodetic Survey in June 1991..
 FF0044
 FF0044.The geoid height was determined by GEOID03.
 FF0044
 FF0044.The dynamic height is computed by dividing the NAVD 88
 FF0044.geopotential number by the normal gravity value computed on the
 FF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0044.degrees latitude (g = 980.6199 gals.).
 FF0044
 FF0044.The modeled gravity was interpolated from observed gravity values.
 FF0044
 FF0044;                    North         East    Units  Estimated Accuracy
 FF0044;SPC AR N     -   169,360.      569,790.      MT  (+/- 180 meters Scaled)
 FF0044
 FF0044                          SUPERSEDED SURVEY CONTROL
 FF0044
 FF0044  NGVD 29 (??/??/??)   72.336  (m)          237.32   (f) ADJUSTED    1 2
 FF0044
 FF0044.Superseded values are not recommended for survey control.
 FF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0044.See file dsdata.txt to determine how the superseded data were derived.
 FF0044
 FF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV600706(NAD 83)
 FF0044_MARKER: P = PIPE CAP
 FF0044_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0044_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0044_STAMPING: BM 18-19
 FF0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0044
 FF0044  HISTORY     - Date     Condition        Report By
 FF0044  HISTORY     - UNK      MONUMENTED       DOD
 FF0044  HISTORY     - 1956     GOOD             CGS
 FF0044  HISTORY     - 20020720 MARK NOT FOUND   USACE
 FF0044
 FF0044                          STATION DESCRIPTION
 FF0044
 FF0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0044'3.6 MI SE FROM MANILA.
 FF0044'ABOUT 3.65 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0044'RAILWAY FROM THE CITY WATER TOWER AT MANILA, ABOUT 0.15 MILE
 FF0044'SOUTHEAST OF SOUTHEAST END OF STATE HIGHWAY 18 BRIDGE OVER A
 FF0044'LARGE DRAINAGE DITCH (BIG LAKE RELIEF), AT CROSSING OF HIGHWAY
 FF0044'18 AND LITTLE RIVER LEVEE, ACROSS HIGHWAY AND TRACK FROM
 FF0044'TELEPHONE POLE NO. 526, 82 1/2 FEET SOUTHWEST OF CENTER LINE OF
 FF0044'HIGHWAY, 54 FEET SOUTHEAST OF CENTER OF TOP OF LEVEE, 47 1/2
 FF0044'FEET SOUTHEAST OF LEVEE MILE POST 18-19, 13 FEET SOUTH-SOUTHEAST
 FF0044'AND INSIDE A FENCE CORNER, 17 FEET SOUTHWEST OF A POWER POLE
 FF0044'ON A BRANCH LINE, ABOUT 10 FEET BELOW LEVEL OF HIGHWAY AND IS A
 FF0044'U.S.E. CAP ON PIPE PROJECTING 14 INCHES.
 FF0044
 FF0044                          STATION RECOVERY (2002)
 FF0044
 FF0044'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0194 ***********************************************************************
 FG0194  DESIGNATION -  18 B
 FG0194  PID         -  FG0194
 FG0194  STATE/COUNTY-  AR/CLEBURNE
 FG0194  USGS QUAD   -  QUITMAN (1991)
 FG0194
 FG0194                         *CURRENT SURVEY CONTROL
 FG0194  ___________________________________________________________________
 FG0194* NAD 83(1986)-  35 25 02.     (N)    092 08 40.     (W)     SCALED    
 FG0194* NAVD 88     -       213.691  (meters)     701.08   (feet)  ADJUSTED  
 FG0194  ___________________________________________________________________
 FG0194  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FG0194  DYNAMIC HT  -         213.495 (meters)     700.44  (feet)  COMP
 FG0194  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FG0194
 FG0194  VERT ORDER  -  SECOND    CLASS 0
 FG0194
 FG0194.The horizontal coordinates were scaled from a topographic map and have
 FG0194.an estimated accuracy of +/- 6 seconds.
 FG0194
 FG0194.The orthometric height was determined by differential leveling
 FG0194.and adjusted by the National Geodetic Survey in June 1991..
 FG0194
 FG0194.The geoid height was determined by GEOID03.
 FG0194
 FG0194.The dynamic height is computed by dividing the NAVD 88
 FG0194.geopotential number by the normal gravity value computed on the
 FG0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0194.degrees latitude (g = 980.6199 gals.).
 FG0194
 FG0194.The modeled gravity was interpolated from observed gravity values.
 FG0194
 FG0194;                    North         East    Units  Estimated Accuracy
 FG0194;SPC AR N     -   120,260.      386,880.      MT  (+/- 180 meters Scaled)
 FG0194
 FG0194                          SUPERSEDED SURVEY CONTROL
 FG0194
 FG0194  NGVD 29 (??/??/92)  213.65   (m)          701.0    (f) COMPUTED    2 0
 FG0194
 FG0194.Superseded values are not recommended for survey control.
 FG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0194.See file dsdata.txt to determine how the superseded data were derived.
 FG0194
 FG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV776196(NAD 83)
 FG0194_MARKER: Z = SEE DESCRIPTION
 FG0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0194_STAMPING: 18 B
 FG0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0194+STABILITY: SURFACE MOTION
 FG0194
 FG0194  HISTORY     - Date     Condition        Report By
 FG0194  HISTORY     - UNK      MONUMENTED       USAF
 FG0194  HISTORY     - 1962     GOOD             NGS
 FG0194
 FG0194                          STATION DESCRIPTION
 FG0194
 FG0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0194'4.7 MI NE FROM QUITMAN.
 FG0194'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FG0194'QUITMAN, THENCE 0.3 MILE EAST ALONG A PAVED ROAD, ABOUT 1000 FEET
 FG0194'SOUTHWEST OF THE SILO, SET IN TOP OF A CYLINDRICAL CONCRETE POST 18
 FG0194'INCHES IN DIAMETER AND PROJECTING ABOUT 5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0195 ***********************************************************************
 FG0195  DESIGNATION -  18 B AZ MK
 FG0195  PID         -  FG0195
 FG0195  STATE/COUNTY-  AR/CLEBURNE
 FG0195  USGS QUAD   -  QUITMAN (1991)
 FG0195
 FG0195                         *CURRENT SURVEY CONTROL
 FG0195  ___________________________________________________________________
 FG0195* NAD 83(1986)-  35 25 03.     (N)    092 08 59.     (W)     SCALED    
 FG0195* NAVD 88     -       207.480  (meters)     680.71   (feet)  ADJUSTED  
 FG0195  ___________________________________________________________________
 FG0195  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FG0195  DYNAMIC HT  -         207.289 (meters)     680.08  (feet)  COMP
 FG0195  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 FG0195
 FG0195  VERT ORDER  -  SECOND    CLASS 0
 FG0195
 FG0195.The horizontal coordinates were scaled from a topographic map and have
 FG0195.an estimated accuracy of +/- 6 seconds.
 FG0195
 FG0195.The orthometric height was determined by differential leveling
 FG0195.and adjusted by the National Geodetic Survey in June 1991..
 FG0195
 FG0195.The geoid height was determined by GEOID03.
 FG0195
 FG0195.The dynamic height is computed by dividing the NAVD 88
 FG0195.geopotential number by the normal gravity value computed on the
 FG0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0195.degrees latitude (g = 980.6199 gals.).
 FG0195
 FG0195.The modeled gravity was interpolated from observed gravity values.
 FG0195
 FG0195;                    North         East    Units  Estimated Accuracy
 FG0195;SPC AR N     -   120,290.      386,400.      MT  (+/- 180 meters Scaled)
 FG0195
 FG0195                          SUPERSEDED SURVEY CONTROL
 FG0195
 FG0195  NGVD 29 (??/??/92)  207.44   (m)          680.6    (f) COMPUTED    2 0
 FG0195
 FG0195.Superseded values are not recommended for survey control.
 FG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0195.See file dsdata.txt to determine how the superseded data were derived.
 FG0195
 FG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV771196(NAD 83)
 FG0195_MARKER: DZ = AZIMUTH MARK DISK
 FG0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0195_STAMPING: 18B 1962
 FG0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0195+STABILITY: SURFACE MOTION
 FG0195
 FG0195  HISTORY     - Date     Condition        Report By
 FG0195  HISTORY     - 1962     MONUMENTED       CGS
 FG0195
 FG0195                          STATION DESCRIPTION
 FG0195
 FG0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0195'4.85 MI NE FROM QUITMAN.
 FG0195'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FG0195'QUITMAN, THENCE 0.45 MILES SOUTH ALONG A PAVED ROAD, SET IN TOP OF A
 FG0195'SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1419 ***********************************************************************
 FF1419  DESIGNATION -  18 BLS
 FF1419  PID         -  FF1419
 FF1419  STATE/COUNTY-  AR/WHITE
 FF1419  USGS QUAD   -  BEEBE (1994)
 FF1419
 FF1419                         *CURRENT SURVEY CONTROL
 FF1419  ___________________________________________________________________
 FF1419* NAD 83(1986)-  35 04 49.     (N)    091 52 54.     (W)     SCALED    
 FF1419* NAVD 88     -        77.502  (meters)     254.27   (feet)  ADJUSTED  
 FF1419  ___________________________________________________________________
 FF1419  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1419  DYNAMIC HT  -          77.431 (meters)     254.04  (feet)  COMP
 FF1419  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FF1419
 FF1419  VERT ORDER  -  SECOND    CLASS 0
 FF1419
 FF1419.The horizontal coordinates were scaled from a topographic map and have
 FF1419.an estimated accuracy of +/- 6 seconds.
 FF1419
 FF1419.The orthometric height was determined by differential leveling
 FF1419.and adjusted by the National Geodetic Survey in June 1991..
 FF1419
 FF1419.The geoid height was determined by GEOID03.
 FF1419
 FF1419.The dynamic height is computed by dividing the NAVD 88
 FF1419.geopotential number by the normal gravity value computed on the
 FF1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1419.degrees latitude (g = 980.6199 gals.).
 FF1419
 FF1419.The modeled gravity was interpolated from observed gravity values.
 FF1419
 FF1419;                    North         East    Units  Estimated Accuracy
 FF1419;SPC AR N     -    82,870.      410,790.      MT  (+/- 180 meters Scaled)
 FF1419
 FF1419                          SUPERSEDED SURVEY CONTROL
 FF1419
 FF1419  NGVD 29 (??/??/??)   77.480  (m)          254.20   (f) ADJUSTED    2 0
 FF1419
 FF1419.Superseded values are not recommended for survey control.
 FF1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1419.See file dsdata.txt to determine how the superseded data were derived.
 FF1419
 FF1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU019825(NAD 83)
 FF1419_MARKER: DD = SURVEY DISK
 FF1419_SETTING: 0 = UNSPECIFIED SETTING
 FF1419_STAMPING: 18 BLS
 FF1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1419
 FF1419  HISTORY     - Date     Condition        Report By
 FF1419  HISTORY     - UNK      MONUMENTED       USGS
 FF1419  HISTORY     - 1962     GOOD             CGS
 FF1419  HISTORY     - 20020606 MARK NOT FOUND   USACE
 FF1419
 FF1419                          STATION DESCRIPTION
 FF1419
 FF1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1419'0.7 MI N FROM BEEBE.
 FF1419'0.7 MILE NORTH ALONG STATE HIGHWAY 31 FROM THE RAILROAD STATION
 FF1419'AT PEEBE, 80 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 FF1419'U.S. HIGHWAYS 64, 67 AND 167 AND STATE HIGHWAY 31, 66 FEET
 FF1419'SOUTH OF THE CENTER LINE OF U.S. HIGHWAYS 64, 67 AND 167, 6.7
 FF1419'FEET EAST OF A POWER POLE.
 FF1419
 FF1419                          STATION RECOVERY (2002)
 FF1419
 FF1419'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2602 ***********************************************************************
 EH2602  DESIGNATION -  18 FDR
 EH2602  PID         -  EH2602
 EH2602  STATE/COUNTY-  AR/LINCOLN
 EH2602  USGS QUAD   -  CADES (1975)
 EH2602
 EH2602                         *CURRENT SURVEY CONTROL
 EH2602  ___________________________________________________________________
 EH2602* NAD 83(1986)-  34 00 39.     (N)    091 35 00.     (W)     SCALED    
 EH2602* NAVD 88     -        51.550  (meters)     169.13   (feet)  ADJUSTED  
 EH2602  ___________________________________________________________________
 EH2602  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH2602  DYNAMIC HT  -          51.499 (meters)     168.96  (feet)  COMP
 EH2602  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 EH2602
 EH2602  VERT ORDER  -  FIRST     CLASS II
 EH2602
 EH2602.The horizontal coordinates were scaled from a topographic map and have
 EH2602.an estimated accuracy of +/- 6 seconds.
 EH2602
 EH2602.The orthometric height was determined by differential leveling
 EH2602.and adjusted by the National Geodetic Survey in June 1991..
 EH2602
 EH2602.The geoid height was determined by GEOID03.
 EH2602
 EH2602.The dynamic height is computed by dividing the NAVD 88
 EH2602.geopotential number by the normal gravity value computed on the
 EH2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2602.degrees latitude (g = 980.6199 gals.).
 EH2602
 EH2602.The modeled gravity was interpolated from observed gravity values.
 EH2602
 EH2602;                    North         East    Units  Estimated Accuracy
 EH2602;SPC AR S     -   549,160.      438,490.      MT  (+/- 180 meters Scaled)
 EH2602
 EH2602                          SUPERSEDED SURVEY CONTROL
 EH2602
 EH2602.No superseded survey control is available for this station.
 EH2602
 EH2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT308642(NAD 83)
 EH2602_MARKER: DD = SURVEY DISK
 EH2602_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2602_SP_SET: CULVERT HEADWALL
 EH2602_STAMPING: 170 18 FDR 1963
 EH2602_MARK LOGO: USGS  
 EH2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2602+STABILITY: SURFACE MOTION
 EH2602
 EH2602  HISTORY     - Date     Condition        Report By
 EH2602  HISTORY     - 1963     MONUMENTED       USGS
 EH2602  HISTORY     - 1984     GOOD             NGS
 EH2602  HISTORY     - 1988     GOOD             USPSQD
 EH2602  HISTORY     - 1989     GOOD             USPSQD
 EH2602  HISTORY     - 1990     GOOD             USPSQD
 EH2602
 EH2602                          STATION DESCRIPTION
 EH2602
 EH2602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2602'3.4 KM (2.1 MI) NW FROM GOULD.
 EH2602'3.4 KM (2.1 MI) NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE JUNCTION OF
 EH2602'STATE HIGHWAY 114 EAST IN GOULD, IN THE TOP OF THE NORTHEAST HEADWALL
 EH2602'OF A CONCRETE CULVERT UNDER THE HIGHWAY, 8.53 METERS (28.0 FT)
 EH2602'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 1.52 METERS (5.0 FT)
 EH2602'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST HEADWALL.
 EH2602'THE MARK IS 0.40 M BELOW HIGHWAY.
 EH2602
 EH2602                          STATION RECOVERY (1988)
 EH2602
 EH2602'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2602'RECOVERED IN GOOD CONDITION.
 EH2602
 EH2602                          STATION RECOVERY (1989)
 EH2602
 EH2602'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2602'RECOVERED IN GOOD CONDITION.
 EH2602
 EH2602                          STATION RECOVERY (1990)
 EH2602
 EH2602'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0127 ***********************************************************************
 FG0127  DESIGNATION -  18 RHM
 FG0127  PID         -  FG0127
 FG0127  STATE/COUNTY-  AR/FAULKNER
 FG0127  USGS QUAD   -  ENOLA (1982)
 FG0127
 FG0127                         *CURRENT SURVEY CONTROL
 FG0127  ___________________________________________________________________
 FG0127* NAD 83(1986)-  35 08 50.     (N)    092 14 10.     (W)     SCALED    
 FG0127* NAVD 88     -       101.037  (meters)     331.49   (feet)  ADJUSTED  
 FG0127  ___________________________________________________________________
 FG0127  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FG0127  DYNAMIC HT  -         100.942 (meters)     331.17  (feet)  COMP
 FG0127  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 FG0127
 FG0127  VERT ORDER  -  SECOND    CLASS 0
 FG0127
 FG0127.The horizontal coordinates were scaled from a topographic map and have
 FG0127.an estimated accuracy of +/- 6 seconds.
 FG0127
 FG0127.The orthometric height was determined by differential leveling
 FG0127.and adjusted by the National Geodetic Survey in June 1991..
 FG0127
 FG0127.The geoid height was determined by GEOID03.
 FG0127
 FG0127.The dynamic height is computed by dividing the NAVD 88
 FG0127.geopotential number by the normal gravity value computed on the
 FG0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0127.degrees latitude (g = 980.6199 gals.).
 FG0127
 FG0127.The modeled gravity was interpolated from observed gravity values.
 FG0127
 FG0127;                    North         East    Units  Estimated Accuracy
 FG0127;SPC AR N     -    90,320.      378,490.      MT  (+/- 180 meters Scaled)
 FG0127
 FG0127                          SUPERSEDED SURVEY CONTROL
 FG0127
 FG0127  NGVD 29 (??/??/92)  101.031  (m)          331.47   (f) ADJ UNCH    2 0
 FG0127
 FG0127.Superseded values are not recommended for survey control.
 FG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0127.See file dsdata.txt to determine how the superseded data were derived.
 FG0127
 FG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU695896(NAD 83)
 FG0127_MARKER: DB = BENCH MARK DISK
 FG0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0127_STAMPING: 18 RHM 1960
 FG0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0127+STABILITY: SURFACE MOTION
 FG0127
 FG0127  HISTORY     - Date     Condition        Report By
 FG0127  HISTORY     - 1960     MONUMENTED       USGS
 FG0127  HISTORY     - 1962     GOOD             NGS
 FG0127
 FG0127                          STATION DESCRIPTION
 FG0127
 FG0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0127'9.75 MI SW FROM MOUNT VERNON.
 FG0127'9.75 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0127'MOUNT VERNON, 47.4 FEET NORTHEAST OF A POWER POLE, 38 FEET SOUTHEAST
 FG0127'OF THE CENTERLINE OF THE HIGHWAY, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 FG0127'HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES
 FG0127'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1741 ***********************************************************************
 EH1741  DESIGNATION -  18/19
 EH1741  PID         -  EH1741
 EH1741  STATE/COUNTY-  AR/JEFFERSON
 EH1741  USGS QUAD   -  MOSCOW (1971)
 EH1741
 EH1741                         *CURRENT SURVEY CONTROL
 EH1741  ___________________________________________________________________
 EH1741* NAD 83(1986)-  34 11 18.     (N)    091 46 28.     (W)     SCALED    
 EH1741* NAVD 88     -        60.799  (meters)     199.47   (feet)  ADJUSTED  
 EH1741  ___________________________________________________________________
 EH1741  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1741  DYNAMIC HT  -          60.740 (meters)     199.28  (feet)  COMP
 EH1741  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 EH1741
 EH1741  VERT ORDER  -  SECOND    CLASS 0
 EH1741
 EH1741.The horizontal coordinates were scaled from a topographic map and have
 EH1741.an estimated accuracy of +/- 6 seconds.
 EH1741
 EH1741.The orthometric height was determined by differential leveling
 EH1741.and adjusted by the National Geodetic Survey in August 1993..
 EH1741
 EH1741.The geoid height was determined by GEOID03.
 EH1741
 EH1741.The dynamic height is computed by dividing the NAVD 88
 EH1741.geopotential number by the normal gravity value computed on the
 EH1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1741.degrees latitude (g = 980.6199 gals.).
 EH1741
 EH1741.The modeled gravity was interpolated from observed gravity values.
 EH1741
 EH1741;                    North         East    Units  Estimated Accuracy
 EH1741;SPC AR S     -   568,800.      420,790.      MT  (+/- 180 meters Scaled)
 EH1741
 EH1741                          SUPERSEDED SURVEY CONTROL
 EH1741
 EH1741  NAVD 88 (06/15/91)   60.817  (m)          199.53   (f) UNKNOWN     2 0
 EH1741  NGVD 29 (??/??/??)   60.852  (m)          199.65   (f) ADJUSTED    2 0
 EH1741
 EH1741.Superseded values are not recommended for survey control.
 EH1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1741.See file dsdata.txt to determine how the superseded data were derived.
 EH1741
 EH1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT129837(NAD 83)
 EH1741_MARKER: P = PIPE CAP
 EH1741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1741_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1741_STAMPING: B M 18/19
 EH1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1741
 EH1741  HISTORY     - Date     Condition        Report By
 EH1741  HISTORY     - UNK      MONUMENTED       DOD
 EH1741  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1741
 EH1741                          STATION DESCRIPTION
 EH1741
 EH1741'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1741'1.2 MI W FROM SWAN LAKE.
 EH1741'1.2 MILES WEST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1741'SWAN LAKE, JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD LEADING
 EH1741'THROUGH A FIELD TO THE LEVEE, 2.0 MILES WEST ALONG A ROAD PARALLELING
 EH1741'THE LEVEE, 2.0 MILES WEST ALONG THE LEVEE ROAD, 50 YARDS EAST OF
 EH1741'CONCRETE MILEPOST 18/19, AT THE WEST END OF A SMALL GRASS-COVERED
 EH1741'KNOLL, 55 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 25 FEET
 EH1741'SOUTHWEST OF THE CENTERLINE OF A ROAD AT THE EDGE OF A FIELD, 14 FEET
 EH1741'WEST OF A 24-INCH PECAN TREE, AND 11.5 FEET NORTHEAST OF A WIRE FENCE.
 EH1741'A STANDARD CAP, STAMPED B M 18/19 AND RIVETED ON THE TOP OF A 3-INCH
 EH1741'IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0009 ***********************************************************************
 FG0009  DESIGNATION -  183
 FG0009  PID         -  FG0009
 FG0009  STATE/COUNTY-  AR/IZARD
 FG0009  USGS QUAD   -  SYLAMORE (1975)
 FG0009
 FG0009                         *CURRENT SURVEY CONTROL
 FG0009  ___________________________________________________________________
 FG0009* NAD 83(1986)-  35 56 41.     (N)    092 06 20.     (W)     SCALED    
 FG0009* NAVD 88     -       110.243  (meters)     361.69   (feet)  ADJUSTED  
 FG0009  ___________________________________________________________________
 FG0009  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FG0009  DYNAMIC HT  -         110.146 (meters)     361.37  (feet)  COMP
 FG0009  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 FG0009
 FG0009  VERT ORDER  -  SECOND    CLASS 0
 FG0009
 FG0009.The horizontal coordinates were scaled from a topographic map and have
 FG0009.an estimated accuracy of +/- 6 seconds.
 FG0009
 FG0009.The orthometric height was determined by differential leveling
 FG0009.and adjusted by the National Geodetic Survey in June 1991..
 FG0009.WARNING-Repeat measurements at this control monument indicate possible
 FG0009.vertical movement.
 FG0009
 FG0009.The geoid height was determined by GEOID03.
 FG0009
 FG0009.The dynamic height is computed by dividing the NAVD 88
 FG0009.geopotential number by the normal gravity value computed on the
 FG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0009.degrees latitude (g = 980.6199 gals.).
 FG0009
 FG0009.The modeled gravity was interpolated from observed gravity values.
 FG0009
 FG0009;                    North         East    Units  Estimated Accuracy
 FG0009;SPC AR N     -   178,780.      390,480.      MT  (+/- 180 meters Scaled)
 FG0009
 FG0009                          SUPERSEDED SURVEY CONTROL
 FG0009
 FG0009  NGVD 29 (??/??/92)  110.142  (m)          361.36   (f) ADJ UNCH    2 0
 FG0009
 FG0009.Superseded values are not recommended for survey control.
 FG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0009.See file dsdata.txt to determine how the superseded data were derived.
 FG0009
 FG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV806781(NAD 83)
 FG0009_MARKER: N = NAIL
 FG0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0009_SP_SET: TREE ROOT
 FG0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0009
 FG0009  HISTORY     - Date     Condition        Report By
 FG0009  HISTORY     - UNK      MONUMENTED       ARHD
 FG0009  HISTORY     - 1932     GOOD             NGS
 FG0009  HISTORY     - 1935     GOOD             NGS
 FG0009
 FG0009                          STATION DESCRIPTION
 FG0009
 FG0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0009'IN SYLAMORE.
 FG0009'A NAIL IN A ROOT ON THE WEST SIDE OF A 30 INCH WHITE OAK TREE LOCATED
 FG0009'35 YARDS SOUTH OF A 6 X 4 CONCRETE CULVERT ON HIGHWAY NO. 9.  THIS
 FG0009'BENCH MARK IS LOCATED AT STATION 996 PLUS 00 ON THE MELBOURNE TO
 FG0009'SYLAMORE PROJECT ON HIGHWAY NO. 9
 FG0009
 FG0009                          STATION RECOVERY (1935)
 FG0009
 FG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0863 ***********************************************************************
 FG0863  DESIGNATION -  1845.6
 FG0863  PID         -  FG0863
 FG0863  STATE/COUNTY-  AR/POPE
 FG0863  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0863
 FG0863                         *CURRENT SURVEY CONTROL
 FG0863  ___________________________________________________________________
 FG0863* NAD 83(1986)-  35 43 29.     (N)    093 07 46.     (W)     SCALED    
 FG0863* NAVD 88     -       562.774  (meters)    1846.37   (feet)  ADJUSTED  
 FG0863  ___________________________________________________________________
 FG0863  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FG0863  DYNAMIC HT  -         562.232 (meters)    1844.59  (feet)  COMP
 FG0863  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 FG0863
 FG0863  VERT ORDER  -  SECOND    CLASS 0
 FG0863
 FG0863.The horizontal coordinates were scaled from a topographic map and have
 FG0863.an estimated accuracy of +/- 6 seconds.
 FG0863
 FG0863.The orthometric height was determined by differential leveling
 FG0863.and adjusted by the National Geodetic Survey in June 1991..
 FG0863
 FG0863.The geoid height was determined by GEOID03.
 FG0863
 FG0863.The dynamic height is computed by dividing the NAVD 88
 FG0863.geopotential number by the normal gravity value computed on the
 FG0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0863.degrees latitude (g = 980.6199 gals.).
 FG0863
 FG0863.The modeled gravity was interpolated from observed gravity values.
 FG0863
 FG0863;                    North         East    Units  Estimated Accuracy
 FG0863;SPC AR N     -   154,950.      297,820.      MT  (+/- 180 meters Scaled)
 FG0863
 FG0863                          SUPERSEDED SURVEY CONTROL
 FG0863
 FG0863  NGVD 29 (??/??/92)  562.699  (m)         1846.12   (f) ADJ UNCH    2 0
 FG0863
 FG0863.Superseded values are not recommended for survey control.
 FG0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0863.See file dsdata.txt to determine how the superseded data were derived.
 FG0863
 FG0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV882534(NAD 83)
 FG0863_MARKER: R = RIVET
 FG0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0863_SP_SET: OAK TREE
 FG0863_STAMPING: 1845.6
 FG0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0863
 FG0863  HISTORY     - Date     Condition        Report By
 FG0863  HISTORY     - UNK      MONUMENTED       USGS
 FG0863  HISTORY     - 1935     GOOD             NGS
 FG0863
 FG0863                          STATION DESCRIPTION
 FG0863
 FG0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0863'2.4 MI NW FROM PELSOR.
 FG0863'2.4 MI. NORTHWEST OF, ALONG STATE HWY NO. 123, FROM T. J. HANKINS
 FG0863'STORE.  ON ARKANSAS STATE HIGHWAY 123. 1/2 MILE SOUTH 30 DEG EAST OF
 FG0863'ROCKY BREAK FORMING WEST SIDE OF RAVINE. SOUTH OF RAVINE ON RIDGE. 16
 FG0863'FEET NORTH OF CENTER-LINE OF STATE HIGHWAY 123.  14 INCHES BELOW
 FG0863'SURFACE OF ROAD.  IN BASE OF 18 INCH OAK TREE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1606 ***********************************************************************
 EH1606  DESIGNATION -  186
 EH1606  PID         -  EH1606
 EH1606  STATE/COUNTY-  AR/JEFFERSON
 EH1606  USGS QUAD   -  CADES (1975)
 EH1606
 EH1606                         *CURRENT SURVEY CONTROL
 EH1606  ___________________________________________________________________
 EH1606* NAD 83(1986)-  34 06 26.     (N)    091 34 08.     (W)     SCALED    
 EH1606* NAVD 88     -        56.759  (meters)     186.22   (feet)  ADJUSTED  
 EH1606  ___________________________________________________________________
 EH1606  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EH1606  DYNAMIC HT  -          56.703 (meters)     186.03  (feet)  COMP
 EH1606  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 EH1606
 EH1606  VERT ORDER  -  SECOND    CLASS 0
 EH1606
 EH1606.The horizontal coordinates were scaled from a topographic map and have
 EH1606.an estimated accuracy of +/- 6 seconds.
 EH1606
 EH1606.The orthometric height was determined by differential leveling
 EH1606.and adjusted by the National Geodetic Survey in August 1993..
 EH1606
 EH1606.The geoid height was determined by GEOID03.
 EH1606
 EH1606.The dynamic height is computed by dividing the NAVD 88
 EH1606.geopotential number by the normal gravity value computed on the
 EH1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1606.degrees latitude (g = 980.6199 gals.).
 EH1606
 EH1606.The modeled gravity was interpolated from observed gravity values.
 EH1606
 EH1606;                    North         East    Units  Estimated Accuracy
 EH1606;SPC AR S     -   559,860.      439,780.      MT  (+/- 180 meters Scaled)
 EH1606
 EH1606                          SUPERSEDED SURVEY CONTROL
 EH1606
 EH1606  NAVD 88 (06/15/91)   56.804  (m)          186.36   (f) UNKNOWN     2 0
 EH1606  NGVD 29 (??/??/??)   56.805  (m)          186.37   (f) ADJUSTED    2 0
 EH1606
 EH1606.Superseded values are not recommended for survey control.
 EH1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1606.See file dsdata.txt to determine how the superseded data were derived.
 EH1606
 EH1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT319749(NAD 83)
 EH1606_MARKER: P = PIPE CAP
 EH1606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1606
 EH1606  HISTORY     - Date     Condition        Report By
 EH1606  HISTORY     - UNK      MONUMENTED       DOD
 EH1606  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1606
 EH1606                          STATION DESCRIPTION
 EH1606
 EH1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1606'5.1 MI SE FROM REYDEL.
 EH1606'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM REYDEL, JEFFERSON
 EH1606'COUNTY, THENCE RIGHT ABOUT 2.5 MILES ALONG THE DIRT ROAD AT THE FOOT
 EH1606'OF THE LEVEE.  AT THE OLD HANNABERRY PLANTATION, NEAR THE NORTH
 EH1606'LANDING OF THE ARKANSAS RIVER FERRY, AT THE NORTH TOE OF THE RIVER
 EH1606'LEVEE, AND 20 FEET WEST OF A POINT 65 FEET SOUTH OF A RIGHT-ANGLE TURN
 EH1606'IN THE ROAD TO THE FERRY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 EH1606'CAP, FASTENED ON THE TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0861 ***********************************************************************
 FG0861  DESIGNATION -  1876.7
 FG0861  PID         -  FG0861
 FG0861  STATE/COUNTY-  AR/POPE
 FG0861  USGS QUAD   -  SAND GAP (1980)
 FG0861
 FG0861                         *CURRENT SURVEY CONTROL
 FG0861  ___________________________________________________________________
 FG0861* NAD 83(1986)-  35 43 10.     (N)    093 06 52.     (W)     SCALED    
 FG0861* NAVD 88     -       572.250  (meters)    1877.46   (feet)  ADJUSTED  
 FG0861  ___________________________________________________________________
 FG0861  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FG0861  DYNAMIC HT  -         571.695 (meters)    1875.64  (feet)  COMP
 FG0861  MODELED GRAV-     979,644.8   (mgal)                       NAVD 88
 FG0861
 FG0861  VERT ORDER  -  SECOND    CLASS 0
 FG0861
 FG0861.The horizontal coordinates were scaled from a topographic map and have
 FG0861.an estimated accuracy of +/- 6 seconds.
 FG0861
 FG0861.The orthometric height was determined by differential leveling
 FG0861.and adjusted by the National Geodetic Survey in June 1991..
 FG0861
 FG0861.The geoid height was determined by GEOID03.
 FG0861
 FG0861.The dynamic height is computed by dividing the NAVD 88
 FG0861.geopotential number by the normal gravity value computed on the
 FG0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0861.degrees latitude (g = 980.6199 gals.).
 FG0861
 FG0861.The modeled gravity was interpolated from observed gravity values.
 FG0861
 FG0861;                    North         East    Units  Estimated Accuracy
 FG0861;SPC AR N     -   154,350.      299,170.      MT  (+/- 180 meters Scaled)
 FG0861
 FG0861                          SUPERSEDED SURVEY CONTROL
 FG0861
 FG0861  NGVD 29 (??/??/92)  572.170  (m)         1877.19   (f) ADJ UNCH    2 0
 FG0861
 FG0861.Superseded values are not recommended for survey control.
 FG0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0861.See file dsdata.txt to determine how the superseded data were derived.
 FG0861
 FG0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV896528(NAD 83)
 FG0861_MARKER: R = RIVET
 FG0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0861_SP_SET: OAK TREE
 FG0861_STAMPING: 1876.7
 FG0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0861
 FG0861  HISTORY     - Date     Condition        Report By
 FG0861  HISTORY     - UNK      MONUMENTED       USGS
 FG0861  HISTORY     - 1935     GOOD             NGS
 FG0861
 FG0861                          STATION DESCRIPTION
 FG0861
 FG0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0861'1.2 MI W FROM PELSOR.
 FG0861'1.2 MI. WEST OF, ALONG STATE HWY NO. 123, FROM T. J. HANKINS STORE. ON
 FG0861'ARKANSAS STATE HIGHWAY 123.  600 FEET NORTH 85 DEG WEST OF SAND GAP OF
 FG0861'SAND GAP C.C.C. CAMP.  100 FEET NORTH 85 DEG WEST OF SIGN. 500 FT. TO
 FG0861'SAND GAP CAMP.  21 FEET NORTH OF CENTER-LINE OF STATE HIGHWAY 123.
 FG0861'FLUSH WITH GROUND IN BASE OF 10 INCH OAK TREE.  LEVEL WITH SURFACE OF
 FG0861'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2131 ***********************************************************************
 EH2131  DESIGNATION -  19
 EH2131  PID         -  EH2131
 EH2131  STATE/COUNTY-  AR/LONOKE
 EH2131  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2131
 EH2131                         *CURRENT SURVEY CONTROL
 EH2131  ___________________________________________________________________
 EH2131* NAD 83(1986)-  34 45 44.     (N)    091 50 21.     (W)     SCALED    
 EH2131* NAVD 88     -        71.209  (meters)     233.62   (feet)  ADJUSTED  
 EH2131  ___________________________________________________________________
 EH2131  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2131  DYNAMIC HT  -          71.143 (meters)     233.41  (feet)  COMP
 EH2131  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 EH2131
 EH2131  VERT ORDER  -  FIRST     CLASS II
 EH2131
 EH2131.The horizontal coordinates were scaled from a topographic map and have
 EH2131.an estimated accuracy of +/- 6 seconds.
 EH2131
 EH2131.The orthometric height was determined by differential leveling
 EH2131.and adjusted by the National Geodetic Survey in June 1991..
 EH2131
 EH2131.The geoid height was determined by GEOID03.
 EH2131
 EH2131.The dynamic height is computed by dividing the NAVD 88
 EH2131.geopotential number by the normal gravity value computed on the
 EH2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2131.degrees latitude (g = 980.6199 gals.).
 EH2131
 EH2131.The modeled gravity was interpolated from observed gravity values.
 EH2131
 EH2131;                    North         East    Units  Estimated Accuracy
 EH2131;SPC AR S     -   632,440.      414,730.      MT  (+/- 180 meters Scaled)
 EH2131
 EH2131                          SUPERSEDED SURVEY CONTROL
 EH2131
 EH2131  NGVD 29 (??/??/??)   71.223  (m)          233.67   (f) ADJUSTED    1 2
 EH2131
 EH2131.Superseded values are not recommended for survey control.
 EH2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2131.See file dsdata.txt to determine how the superseded data were derived.
 EH2131
 EH2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU062472(NAD 83)
 EH2131_MARKER: O = CHISELED CIRCLE
 EH2131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2131_SP_SET: WELL CASING
 EH2131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2131
 EH2131  HISTORY     - Date     Condition        Report By
 EH2131  HISTORY     - UNK      MONUMENTED       USGS
 EH2131  HISTORY     - 1954     GOOD             CGS
 EH2131
 EH2131                          STATION DESCRIPTION
 EH2131
 EH2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2131'5.1 MI SE FROM LONOKE.
 EH2131'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2131'FROM THE STATION AT LONOKE, THENCE 0.4 MILE SOUTH ALONG A GRAVELED
 EH2131'ROAD, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 EH2131'SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A GRAVELED
 EH2131'ROAD, 134 FEET NORTH OF THE CENTER LINE OF THE ROAD, 110 FEET NORTH OF
 EH2131'A FENCE, 46 FEET SOUTH OF BENCH MARK F 109, 17 FEET EAST OF A NORTH
 EH2131'AND SOUTH FENCE, 2 FEET ABOVE THE GROUND, AT AN IRRIGATION WELL, ON
 EH2131'THE NORTH EDGE OF A 24 INCH STEEL WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1420 ***********************************************************************
 FF1420  DESIGNATION -  19 BLS
 FF1420  PID         -  FF1420
 FF1420  STATE/COUNTY-  AR/WHITE
 FF1420  USGS QUAD   -  BEEBE (1994)
 FF1420
 FF1420                         *CURRENT SURVEY CONTROL
 FF1420  ___________________________________________________________________
 FF1420* NAD 83(1986)-  35 05 57.     (N)    091 52 57.     (W)     SCALED    
 FF1420* NAVD 88     -        70.986  (meters)     232.89   (feet)  ADJUSTED  
 FF1420  ___________________________________________________________________
 FF1420  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1420  DYNAMIC HT  -          70.921 (meters)     232.68  (feet)  COMP
 FF1420  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FF1420
 FF1420  VERT ORDER  -  SECOND    CLASS 0
 FF1420
 FF1420.The horizontal coordinates were scaled from a topographic map and have
 FF1420.an estimated accuracy of +/- 6 seconds.
 FF1420
 FF1420.The orthometric height was determined by differential leveling
 FF1420.and adjusted by the National Geodetic Survey in June 1991..
 FF1420
 FF1420.The geoid height was determined by GEOID03.
 FF1420
 FF1420.The dynamic height is computed by dividing the NAVD 88
 FF1420.geopotential number by the normal gravity value computed on the
 FF1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1420.degrees latitude (g = 980.6199 gals.).
 FF1420
 FF1420.The modeled gravity was interpolated from observed gravity values.
 FF1420
 FF1420;                    North         East    Units  Estimated Accuracy
 FF1420;SPC AR N     -    84,970.      410,710.      MT  (+/- 180 meters Scaled)
 FF1420
 FF1420                          SUPERSEDED SURVEY CONTROL
 FF1420
 FF1420  NGVD 29 (??/??/??)   70.965  (m)          232.82   (f) ADJUSTED    2 0
 FF1420
 FF1420.Superseded values are not recommended for survey control.
 FF1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1420.See file dsdata.txt to determine how the superseded data were derived.
 FF1420
 FF1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU018846(NAD 83)
 FF1420_MARKER: DD = SURVEY DISK
 FF1420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1420_SP_SET: BRIDGE
 FF1420_STAMPING: 19 BLS
 FF1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1420+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 FF1420
 FF1420  HISTORY     - Date     Condition        Report By
 FF1420  HISTORY     - UNK      MONUMENTED       USGS
 FF1420  HISTORY     - 1962     GOOD             CGS
 FF1420  HISTORY     - 20020606 GOOD             USACE
 FF1420
 FF1420                          STATION DESCRIPTION
 FF1420
 FF1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1420'2 MI N FROM BEEBE.
 FF1420'2.0 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE RAILROAD STATION
 FF1420'AT BEEBE, 15.5 FEET EAST OF THE CENTER LINE OF HIGHWAY 31, CEMENTED
 FF1420'IN A DRILL HOLE IN THE TOP OF EAST END OF THE NORTH HEADWALL OF A
 FF1420'CONCRETE BRIDGE OVER BULL CREEK, 0.6 FOOT ABOVE THE SURFACE OF THE
 FF1420'HIGHWAY.
 FF1420
 FF1420                          STATION RECOVERY (2002)
 FF1420
 FF1420'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1633 ***********************************************************************
 EH1633  DESIGNATION -  191.12
 EH1633  PID         -  EH1633
 EH1633  STATE/COUNTY-  AR/ARKANSAS
 EH1633  USGS QUAD   -  LODGE CORNER (1968)
 EH1633
 EH1633                         *CURRENT SURVEY CONTROL
 EH1633  ___________________________________________________________________
 EH1633* NAD 83(1986)-  34 17 56.     (N)    091 31 39.     (W)     SCALED    
 EH1633* NAVD 88     -        58.274  (meters)     191.19   (feet)  ADJUSTED  
 EH1633  ___________________________________________________________________
 EH1633  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EH1633  DYNAMIC HT  -          58.218 (meters)     191.00  (feet)  COMP
 EH1633  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 EH1633
 EH1633  VERT ORDER  -  SECOND    CLASS 0
 EH1633
 EH1633.The horizontal coordinates were scaled from a topographic map and have
 EH1633.an estimated accuracy of +/- 6 seconds.
 EH1633
 EH1633.The orthometric height was determined by differential leveling
 EH1633.and adjusted by the National Geodetic Survey in August 1993..
 EH1633
 EH1633.The geoid height was determined by GEOID03.
 EH1633
 EH1633.The dynamic height is computed by dividing the NAVD 88
 EH1633.geopotential number by the normal gravity value computed on the
 EH1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1633.degrees latitude (g = 980.6199 gals.).
 EH1633
 EH1633.The modeled gravity was interpolated from observed gravity values.
 EH1633
 EH1633;                    North         East    Units  Estimated Accuracy
 EH1633;SPC AR S     -   581,140.      443,500.      MT  (+/- 180 meters Scaled)
 EH1633
 EH1633                          SUPERSEDED SURVEY CONTROL
 EH1633
 EH1633  NAVD 88 (06/15/91)   58.325  (m)          191.35   (f) UNKNOWN     2 0
 EH1633  NGVD 29 (??/??/??)   58.319  (m)          191.33   (f) ADJUSTED    2 0
 EH1633
 EH1633.Superseded values are not recommended for survey control.
 EH1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1633.See file dsdata.txt to determine how the superseded data were derived.
 EH1633
 EH1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT355962(NAD 83)
 EH1633_MARKER: Q = CHISELED SQUARE
 EH1633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1633_SP_SET: CULVERT
 EH1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1633
 EH1633  HISTORY     - Date     Condition        Report By
 EH1633  HISTORY     - UNK      MONUMENTED       USGS
 EH1633  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1633
 EH1633                          STATION DESCRIPTION
 EH1633
 EH1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1633'10.6 MI W FROM DEWITT.
 EH1633'ABOUT 10.6 MILES WEST ALONG STATE HIGHWAYS 152 AND 11 FROM DEWITT,
 EH1633'ARKANSAS COUNTY, AT LODGES CORNER, AT THE SOUTHEAST CORNER OF SECTION
 EH1633'34, T. 4 S., R. 5 W., AT A RIGHT-ANGLE TURN IN THE HIGHWAY, 30 FEET
 EH1633'NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 12 FEET WEST OF
 EH1633'THE CENTER LINE OF THE HIGHWAY, AND ON THE TOP OF A CONCRETE CULVERT.
 EH1633'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1271 ***********************************************************************
 EH1271  DESIGNATION -  1929
 EH1271  PID         -  EH1271
 EH1271  STATE/COUNTY-  AR/PRAIRIE
 EH1271  USGS QUAD   -  DES ARC EAST (1968)
 EH1271
 EH1271                         *CURRENT SURVEY CONTROL
 EH1271  ___________________________________________________________________
 EH1271* NAD 83(1986)-  34 58 40.     (N)    091 29 41.     (W)     SCALED    
 EH1271* NAVD 88     -        61.897  (meters)     203.07   (feet)  ADJUSTED  
 EH1271  ___________________________________________________________________
 EH1271  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH1271  DYNAMIC HT  -          61.840 (meters)     202.89  (feet)  COMP
 EH1271  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 EH1271
 EH1271  VERT ORDER  -  FIRST     CLASS II
 EH1271
 EH1271.The horizontal coordinates were scaled from a topographic map and have
 EH1271.an estimated accuracy of +/- 6 seconds.
 EH1271
 EH1271.The orthometric height was determined by differential leveling
 EH1271.and adjusted by the National Geodetic Survey in June 1991..
 EH1271.WARNING-Repeat measurements at this control monument indicate possible
 EH1271.vertical movement.
 EH1271
 EH1271.The geoid height was determined by GEOID03.
 EH1271
 EH1271.The dynamic height is computed by dividing the NAVD 88
 EH1271.geopotential number by the normal gravity value computed on the
 EH1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1271.degrees latitude (g = 980.6199 gals.).
 EH1271
 EH1271.The modeled gravity was interpolated from observed gravity values.
 EH1271
 EH1271;                    North         East    Units  Estimated Accuracy
 EH1271;SPC AR S     -   656,460.      446,140.      MT  (+/- 180 meters Scaled)
 EH1271
 EH1271                          SUPERSEDED SURVEY CONTROL
 EH1271
 EH1271  NGVD 29 (??/??/??)   61.891  (m)          203.05   (f) ADJUSTED    1 2
 EH1271
 EH1271.Superseded values are not recommended for survey control.
 EH1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1271.See file dsdata.txt to determine how the superseded data were derived.
 EH1271
 EH1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU374716(NAD 83)
 EH1271_MARKER: P = PIPE CAP
 EH1271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1271_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1271_STAMPING: 1929
 EH1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1271
 EH1271  HISTORY     - Date     Condition        Report By
 EH1271  HISTORY     - UNK      MONUMENTED       DOD
 EH1271  HISTORY     - 1954     GOOD             CGS
 EH1271  HISTORY     - 20030424 MARK NOT FOUND   USACE
 EH1271
 EH1271                          STATION DESCRIPTION
 EH1271
 EH1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1271'IN DES ARC.
 EH1271'AT DES ARC, 0.1 MILE NORTHWEST OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1271'RAILROAD STATION, 68.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EH1271'COURTHOUSE, 100.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 EH1271'TRACK OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 38 FEET WEST
 EH1271'OF THE CENTER LINE OF AN OILED STREET, RIVETED ON THE TOP OF A 3 INCH
 EH1271'IRON PIPE WHICH PROJECTS 0.5 FEET ABOVE THE GROUND.
 EH1271
 EH1271                          STATION RECOVERY (2003)
 EH1271
 EH1271'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0745 ***********************************************************************
 FG0745  DESIGNATION -  1932.8
 FG0745  PID         -  FG0745
 FG0745  STATE/COUNTY-  AR/NEWTON
 FG0745  USGS QUAD   -  LURTON (1980)
 FG0745
 FG0745                         *CURRENT SURVEY CONTROL
 FG0745  ___________________________________________________________________
 FG0745* NAD 83(1986)-  35 52 24.     (N)    093 02 29.     (W)     SCALED    
 FG0745* NAVD 88     -       589.236  (meters)    1933.19   (feet)  ADJUSTED  
 FG0745  ___________________________________________________________________
 FG0745  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG0745  DYNAMIC HT  -         588.672 (meters)    1931.33  (feet)  COMP
 FG0745  MODELED GRAV-     979,655.9   (mgal)                       NAVD 88
 FG0745
 FG0745  VERT ORDER  -  SECOND    CLASS 0
 FG0745
 FG0745.The horizontal coordinates were scaled from a topographic map and have
 FG0745.an estimated accuracy of +/- 6 seconds.
 FG0745
 FG0745.The orthometric height was determined by differential leveling
 FG0745.and adjusted by the National Geodetic Survey in June 1991..
 FG0745
 FG0745.The geoid height was determined by GEOID03.
 FG0745
 FG0745.The dynamic height is computed by dividing the NAVD 88
 FG0745.geopotential number by the normal gravity value computed on the
 FG0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0745.degrees latitude (g = 980.6199 gals.).
 FG0745
 FG0745.The modeled gravity was interpolated from observed gravity values.
 FG0745
 FG0745;                    North         East    Units  Estimated Accuracy
 FG0745;SPC AR N     -   171,350.      305,960.      MT  (+/- 180 meters Scaled)
 FG0745
 FG0745                          SUPERSEDED SURVEY CONTROL
 FG0745
 FG0745  NGVD 29 (??/??/92)  589.133  (m)         1932.85   (f) ADJ UNCH    2 0
 FG0745
 FG0745.Superseded values are not recommended for survey control.
 FG0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0745.See file dsdata.txt to determine how the superseded data were derived.
 FG0745
 FG0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV962699(NAD 83)
 FG0745_MARKER: N = NAIL
 FG0745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0745_SP_SET: OAK TREE
 FG0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0745
 FG0745  HISTORY     - Date     Condition        Report By
 FG0745  HISTORY     - UNK      MONUMENTED       USGS
 FG0745  HISTORY     - 1935     GOOD             NGS
 FG0745
 FG0745                          STATION DESCRIPTION
 FG0745
 FG0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0745'9.4 MI N FROM LURTON.
 FG0745'9.4 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 FG0745'LURTON, NEWTON COUNTY, 200 FEET NORTHWEST OF A SMALL FARMHOUSE, 22
 FG0745'FEET EAST OF THE CENTERLINE OF THE ROAD, AT THE NORTH END OF A CURVE
 FG0745'IN THE HIGHWAY, 12 FEET EAST OF A STONE CULVERT, AND IN A BLAZED
 FG0745'14-INCH OAK TREE.  A COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1636 ***********************************************************************
 EH1636  DESIGNATION -  194.63
 EH1636  PID         -  EH1636
 EH1636  STATE/COUNTY-  AR/ARKANSAS
 EH1636  USGS QUAD   -  LODGE CORNER (1968)
 EH1636
 EH1636                         *CURRENT SURVEY CONTROL
 EH1636  ___________________________________________________________________
 EH1636* NAD 83(1986)-  34 18 49.     (N)    091 31 38.     (W)     SCALED    
 EH1636* NAVD 88     -        59.329  (meters)     194.65   (feet)  ADJUSTED  
 EH1636  ___________________________________________________________________
 EH1636  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EH1636  DYNAMIC HT  -          59.272 (meters)     194.46  (feet)  COMP
 EH1636  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EH1636
 EH1636  VERT ORDER  -  SECOND    CLASS 0
 EH1636
 EH1636.The horizontal coordinates were scaled from a topographic map and have
 EH1636.an estimated accuracy of +/- 6 seconds.
 EH1636
 EH1636.The orthometric height was determined by differential leveling
 EH1636.and adjusted by the National Geodetic Survey in August 1993..
 EH1636
 EH1636.The geoid height was determined by GEOID03.
 EH1636
 EH1636.The dynamic height is computed by dividing the NAVD 88
 EH1636.geopotential number by the normal gravity value computed on the
 EH1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1636.degrees latitude (g = 980.6199 gals.).
 EH1636
 EH1636.The modeled gravity was interpolated from observed gravity values.
 EH1636
 EH1636;                    North         East    Units  Estimated Accuracy
 EH1636;SPC AR S     -   582,770.      443,510.      MT  (+/- 180 meters Scaled)
 EH1636
 EH1636                          SUPERSEDED SURVEY CONTROL
 EH1636
 EH1636  NAVD 88 (06/15/91)   59.378  (m)          194.81   (f) UNKNOWN     2 0
 EH1636  NGVD 29 (??/??/??)   59.374  (m)          194.80   (f) ADJUSTED    2 0
 EH1636
 EH1636.Superseded values are not recommended for survey control.
 EH1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1636.See file dsdata.txt to determine how the superseded data were derived.
 EH1636
 EH1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT355979(NAD 83)
 EH1636_MARKER: Q = CHISELED SQUARE
 EH1636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1636_SP_SET: CULVERT
 EH1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1636
 EH1636  HISTORY     - Date     Condition        Report By
 EH1636  HISTORY     - UNK      MONUMENTED       USGS
 EH1636  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1636
 EH1636                          STATION DESCRIPTION
 EH1636
 EH1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1636'11.6 MI W FROM DEWITT.
 EH1636'ABOUT 10.6 MILES WEST ALONG STATE HIGHWAYS 152 AND 11 FROM DEWITT,
 EH1636'ARKANSAS COUNTY, THENCE ABOUT 1 MILE NORTH ALONG STATE HIGHWAY 11. AT
 EH1636'THE SOUTHEAST CORNER OF SECTION 27, T. 4 S., R. 5 W., AT A RIGHT-ANGLE
 EH1636'TURN IN THE HIGHWAY, 30 FEET WEST OF THE CENTER LINE OF THE
 EH1636'NORTH-AND-SOUTH ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE
 EH1636'EAST-AND-WEST ROAD, 8 FEET FROM A POLE, AND ON THE TOP OF A CONCRETE
 EH1636'CANAL-CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1831 ***********************************************************************
 EH1831  DESIGNATION -  195.0
 EH1831  PID         -  EH1831
 EH1831  STATE/COUNTY-  AR/JEFFERSON
 EH1831  USGS QUAD   -  HUMPHREY (1967)
 EH1831
 EH1831                         *CURRENT SURVEY CONTROL
 EH1831  ___________________________________________________________________
 EH1831* NAD 83(1986)-  34 27 09.     (N)    091 43 27.     (W)     SCALED    
 EH1831* NAVD 88     -        59.289  (meters)     194.52   (feet)  POSTED    
 EH1831  ___________________________________________________________________
 EH1831  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EH1831  DYNAMIC HT  -          59.230 (meters)     194.32  (feet)  COMP
 EH1831  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 EH1831
 EH1831  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH1831
 EH1831.The horizontal coordinates were scaled from a topographic map and have
 EH1831.an estimated accuracy of +/- 6 seconds.
 EH1831
 EH1831.The orthometric height was determined by differential leveling
 EH1831.and adjusted by the National Geodetic Survey in 1992..
 EH1831.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH1831.rate of 0.0 thru 1.0 mm/km.
 EH1831
 EH1831.The geoid height was determined by GEOID03.
 EH1831
 EH1831.The dynamic height is computed by dividing the NAVD 88
 EH1831.geopotential number by the normal gravity value computed on the
 EH1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1831.degrees latitude (g = 980.6199 gals.).
 EH1831
 EH1831.The modeled gravity was interpolated from observed gravity values.
 EH1831
 EH1831;                    North         East    Units  Estimated Accuracy
 EH1831;SPC AR S     -   598,110.      425,350.      MT  (+/- 180 meters Scaled)
 EH1831
 EH1831                          SUPERSEDED SURVEY CONTROL
 EH1831
 EH1831  NGVD 29 (??/??/??)   59.317  (m)          194.61   (f) ADJUSTED    2 0
 EH1831
 EH1831.Superseded values are not recommended for survey control.
 EH1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1831.See file dsdata.txt to determine how the superseded data were derived.
 EH1831
 EH1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU171130(NAD 83)
 EH1831_MARKER: Q = CHISELED SQUARE
 EH1831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1831_SP_SET: CULVERT
 EH1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1831
 EH1831  HISTORY     - Date     Condition        Report By
 EH1831  HISTORY     - UNK      MONUMENTED       DOD
 EH1831  HISTORY     - 1955     GOOD             CGS
 EH1831
 EH1831                          STATION DESCRIPTION
 EH1831
 EH1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1831'3.1 MI NW FROM HUMPHREY.
 EH1831'IN JEFFERSON COUNTY, 3.1 MILES NORTHWEST ALONG THE ALLPORT ROAD FROM
 EH1831'THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT HUMPHREY, ARKANSAS
 EH1831'COUNTY, 243 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRICK CHIMNEY OF
 EH1831'THE ED. A. MARGETSON RESIDENCE, 60 FEET WEST OF THE WEST BANK OF
 EH1831'CROOKED CREEK, 19 FEET WEST OF THE CENTERLINE OF THE ROAD, 9 FEET EAST
 EH1831'OF A 30-INCH CYPRESS TREE, AT A CONCRETE CULVERT, AND ON THE TOP OF
 EH1831'THE WEST HEADWALL.  THE LETTER C OF LONEBEACH FARM INSCRIBED IN THE
 EH1831'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0241 ***********************************************************************
 GE0241  DESIGNATION -  195+00
 GE0241  PID         -  GE0241
 GE0241  STATE/COUNTY-  AR/CLAY
 GE0241  USGS QUAD   -  KNOBEL (1993)
 GE0241
 GE0241                         *CURRENT SURVEY CONTROL
 GE0241  ___________________________________________________________________
 GE0241* NAD 83(1986)-  36 22 05.     (N)    090 35 20.     (W)     SCALED    
 GE0241* NAVD 88     -        88.954  (meters)     291.84   (feet)  ADJUSTED  
 GE0241  ___________________________________________________________________
 GE0241  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GE0241  DYNAMIC HT  -          88.882 (meters)     291.61  (feet)  COMP
 GE0241  MODELED GRAV-     979,829.0   (mgal)                       NAVD 88
 GE0241
 GE0241  VERT ORDER  -  FIRST     CLASS II
 GE0241
 GE0241.The horizontal coordinates were scaled from a topographic map and have
 GE0241.an estimated accuracy of +/- 6 seconds.
 GE0241
 GE0241.The orthometric height was determined by differential leveling
 GE0241.and adjusted by the National Geodetic Survey in June 1991..
 GE0241
 GE0241.The geoid height was determined by GEOID03.
 GE0241
 GE0241.The dynamic height is computed by dividing the NAVD 88
 GE0241.geopotential number by the normal gravity value computed on the
 GE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0241.degrees latitude (g = 980.6199 gals.).
 GE0241
 GE0241.The modeled gravity was interpolated from observed gravity values.
 GE0241
 GE0241;                    North         East    Units  Estimated Accuracy
 GE0241;SPC AR N     -   226,650.      526,640.      MT  (+/- 180 meters Scaled)
 GE0241
 GE0241                          SUPERSEDED SURVEY CONTROL
 GE0241
 GE0241  NGVD 29 (??/??/92)   88.944  (m)          291.81   (f) ADJ UNCH    1 2
 GE0241
 GE0241.Superseded values are not recommended for survey control.
 GE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0241.See file dsdata.txt to determine how the superseded data were derived.
 GE0241
 GE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163274(NAD 83)
 GE0241_MARKER: Z = SEE DESCRIPTION
 GE0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0241_SP_SET: CONCRETE MILE POST
 GE0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0241
 GE0241  HISTORY     - Date     Condition        Report By
 GE0241  HISTORY     - UNK      MONUMENTED       MPRR
 GE0241  HISTORY     - 1956     GOOD             NGS
 GE0241  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0241
 GE0241                          STATION DESCRIPTION
 GE0241
 GE0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0241'2.8 MI S FROM CORNING.
 GE0241'2.75 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0241'STATION AT CORNING, ABOUT 0.3 MILE NORTH OF BRIDGE OVER BLACK
 GE0241'RIVER, 8 FEET WEST OF WEST RAIL, 71 FEET NORTH OF CENTER OF
 GE0241'CROSSING OF TRACK AND A LEVEE, ABOUT LEVEL WITH TRACK AND IS A
 GE0241'COPPER PLUG IN TOP OF CONCRETE MILE POST PROJECTING 20 INCHES.
 GE0241
 GE0241                          STATION RECOVERY (2002)
 GE0241
 GE0241'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0744 ***********************************************************************
 FG0744  DESIGNATION -  1955.1
 FG0744  PID         -  FG0744
 FG0744  STATE/COUNTY-  AR/NEWTON
 FG0744  USGS QUAD   -  LURTON (1980)
 FG0744
 FG0744                         *CURRENT SURVEY CONTROL
 FG0744  ___________________________________________________________________
 FG0744* NAD 83(1986)-  35 51 43.     (N)    093 02 38.     (W)     SCALED    
 FG0744* NAVD 88     -       596.05   (+/-2cm)    1955.5    (feet)  VERTCON   
 FG0744  ___________________________________________________________________
 FG0744  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FG0744
 FG0744  VERT ORDER  -  ? (See Below)
 FG0744
 FG0744.The horizontal coordinates were scaled from a topographic map and have
 FG0744.an estimated accuracy of +/- 6 seconds.
 FG0744
 FG0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG0744.The vertical order pertains to the NGVD 29 superseded value.
 FG0744
 FG0744.The geoid height was determined by GEOID03.
 FG0744
 FG0744;                    North         East    Units  Estimated Accuracy
 FG0744;SPC AR N     -   170,090.      305,720.      MT  (+/- 180 meters Scaled)
 FG0744
 FG0744                          SUPERSEDED SURVEY CONTROL
 FG0744
 FG0744  NGVD 29 (??/??/92)  595.944  (m)         1955.19   (f) ADJ UNCH    ?  
 FG0744
 FG0744.Superseded values are not recommended for survey control.
 FG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0744.See file dsdata.txt to determine how the superseded data were derived.
 FG0744
 FG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV960686(NAD 83)
 FG0744_MARKER: N = NAIL
 FG0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0744_SP_SET: OAK TREE
 FG0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0744
 FG0744  HISTORY     - Date     Condition        Report By
 FG0744  HISTORY     - UNK      MONUMENTED       USGS
 FG0744  HISTORY     - 1935     GOOD             NGS
 FG0744
 FG0744                          STATION DESCRIPTION
 FG0744
 FG0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0744'8.4 MI N FROM LURTON.
 FG0744'8.4 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 FG0744'LURTON, NEWTON COUNTY, 0.5 MILE NORTH OF THE OZARK NATIONAL FOREST
 FG0744'NORTH BOUNDARY, AT THE FOOT OF A HILL, 20 FEET WEST OF THE CENTERLINE
 FG0744'OF THE HGHWAY, AND IN THE BASE OF A BLAZED 18-INCH OAK TREE.  A COPPER
 FG0744'NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0232 ***********************************************************************
 GE0232  DESIGNATION -  197/39
 GE0232  PID         -  GE0232
 GE0232  STATE/COUNTY-  AR/CLAY
 GE0232  USGS QUAD   -  KNOBEL (1993)
 GE0232
 GE0232                         *CURRENT SURVEY CONTROL
 GE0232  ___________________________________________________________________
 GE0232* NAD 83(1986)-  36 19 35.     (N)    090 35 47.     (W)     SCALED    
 GE0232* NAVD 88     -        84.275  (meters)     276.49   (feet)  ADJUSTED  
 GE0232  ___________________________________________________________________
 GE0232  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GE0232  DYNAMIC HT  -          84.207 (meters)     276.27  (feet)  COMP
 GE0232  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GE0232
 GE0232  VERT ORDER  -  FIRST     CLASS II
 GE0232
 GE0232.The horizontal coordinates were scaled from a topographic map and have
 GE0232.an estimated accuracy of +/- 6 seconds.
 GE0232
 GE0232.The orthometric height was determined by differential leveling
 GE0232.and adjusted by the National Geodetic Survey in June 1991..
 GE0232
 GE0232.The geoid height was determined by GEOID03.
 GE0232
 GE0232.The dynamic height is computed by dividing the NAVD 88
 GE0232.geopotential number by the normal gravity value computed on the
 GE0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0232.degrees latitude (g = 980.6199 gals.).
 GE0232
 GE0232.The modeled gravity was interpolated from observed gravity values.
 GE0232
 GE0232;                    North         East    Units  Estimated Accuracy
 GE0232;SPC AR N     -   222,020.      526,030.      MT  (+/- 180 meters Scaled)
 GE0232
 GE0232                          SUPERSEDED SURVEY CONTROL
 GE0232
 GE0232  NGVD 29 (??/??/92)   84.266  (m)          276.46   (f) ADJ UNCH    1 2
 GE0232
 GE0232.Superseded values are not recommended for survey control.
 GE0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0232.See file dsdata.txt to determine how the superseded data were derived.
 GE0232
 GE0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA157228(NAD 83)
 GE0232_MARKER: R = RIVET
 GE0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0232_SP_SET: CULVERT
 GE0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0232
 GE0232  HISTORY     - Date     Condition        Report By
 GE0232  HISTORY     - UNK      MONUMENTED       MPRR
 GE0232  HISTORY     - 1956     GOOD             NGS
 GE0232
 GE0232                          STATION DESCRIPTION
 GE0232
 GE0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0232'0.6 MI N FROM KNOBEL.
 GE0232'0.65 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0232'STATION AT KNOBEL, 1 TELEPHONE POLE NORTHEAST OF MILE POLE 198,
 GE0232'IN THE TOP OF CENTER OF SOUTHEAST HEAD WALL OF A 4 BY 5-FOOT
 GE0232'CONCRETE BOX CULVERT UNDER TRACK, 16 1/2 FEET SOUTHEAST OF
 GE0232'SOUTHEAST RAIL AND ABOUT 7 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7411 ***********************************************************************
 DH7411  SACS        -  This is a Secondary Airport Control Station.
 DH7411  DESIGNATION -  1M1 A
 DH7411  PID         -  DH7411
 DH7411  STATE/COUNTY-  AR/PULASKI
 DH7411  USGS QUAD   -  MC ALMONT (1986)
 DH7411
 DH7411                         *CURRENT SURVEY CONTROL
 DH7411  ___________________________________________________________________
 DH7411* NAD 83(1997)-  34 50 14.24272(N)    092 14 43.29341(W)     ADJUSTED  
 DH7411* NAVD 88     -       156.37   (meters)     513.0    (feet)  GPS OBS   
 DH7411  ___________________________________________________________________
 DH7411  X           -    -205,331.260 (meters)                     COMP
 DH7411  Y           -  -5,236,841.820 (meters)                     COMP
 DH7411  Z           -   3,623,139.725 (meters)                     COMP
 DH7411  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DH7411  ELLIP HEIGHT-         129.47  (meters)          (12/29/05) GPS OBS
 DH7411  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DH7411
 DH7411  HORZ ORDER  -  FIRST
 DH7411  ELLP ORDER  -  FOURTH    CLASS II
 DH7411
 DH7411.This mark is at North Little Rock Airport (1M1)
 DH7411
 DH7411.The horizontal coordinates were established by GPS observations
 DH7411.and adjusted by the WOOLPERT CONSULTANTS in December 2005..
 DH7411
 DH7411.The orthometric height was determined by GPS observations and a
 DH7411.high-resolution geoid model.
 DH7411
 DH7411.GPS derived orthometric heights for airport stations designated as
 DH7411.PACS or SACS are published to 2 decimal places.  This maintains
 DH7411.centimeter relative accuracy between the PACS and SACS.  It does
 DH7411.not indicate centimeter accuracy relative to other marks which are
 DH7411.part of the NAVD 88 network.
 DH7411
 DH7411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7411
 DH7411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7411
 DH7411.The ellipsoidal height was determined by GPS observations
 DH7411.and is referenced to NAD 83.
 DH7411
 DH7411.The geoid height was determined by GEOID03.
 DH7411
 DH7411;                    North         East     Units Scale Factor Converg.
 DH7411;SPC AR S     -   640,785.544   377,557.004   MT  1.00001651   -0 08 14.4
 DH7411;SPC AR S     - 2,102,310.57  1,238,701.60   sFT  1.00001651   -0 08 14.4
 DH7411;UTM  15      - 3,855,258.926   568,998.949   MT  0.99965868   +0 25 52.0
 DH7411
 DH7411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7411!SPC AR S     -   0.99997968  x   1.00001651  =   0.99999619
 DH7411!UTM  15      -   0.99997968  x   0.99965868  =   0.99963836
 DH7411
 DH7411                          SUPERSEDED SURVEY CONTROL
 DH7411
 DH7411.No superseded survey control is available for this station.
 DH7411
 DH7411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6899955259(NAD 83)
 DH7411_MARKER: DD = SURVEY DISK
 DH7411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7411_STAMPING: 1M1 A 2005
 DH7411_MARK LOGO: WOOLPT
 DH7411_PROJECTION: FLUSH
 DH7411_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7411+STABILITY: SURFACE MOTION
 DH7411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7411+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 DH7411
 DH7411  HISTORY     - Date     Condition        Report By
 DH7411  HISTORY     - 20051212 MONUMENTED       WOOLPT
 DH7411
 DH7411                          STATION DESCRIPTION
 DH7411
 DH7411'DESCRIBED BY WOOLPERT CONSULTANTS 2005
 DH7411'DESCRIBED BY WOOLPERT.  INC.  2005 (DJK)  THE STATION IS LOCATED
 DH7411'APPROXIMATELY 7.79 KM (4.84 MI) NORTH-NORTHEAST OF NORTH LITTLE ROCK,
 DH7411'3.98 KM (2.48 MI) WEST-NORTHWEST OF CHERRYWOOD LAKE, 0.59 KM (0.37 MI)
 DH7411'SOUTHEAST OF INTERSECTION OF AVAITION WAY AND WEST MARYLAND AVE, IS
 DH7411'LOCATED IN NORTH LITTLE ROCK AT THE NORTH LITTLE ROCK AIRPORT.
 DH7411'OWNER--CITY OF NORTH LITTLE ROCK, AR 72118 PHONE NUMBER--501-374-2233.
 DH7411'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND
 DH7411'HIGHWAY 176 (CAMP ROBINSON RD), GO NORTH ON HIGHWAY 176 FOR 3.15 KM
 DH7411'(1.96 MI) THEN BEAR RIGHT ON REMOUNT ROAD FOR 2.41 KM (1.5 MI) TO
 DH7411'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST ON AIRPORT ENTRANCE
 DH7411'ROAD FOR 0.24 KM (0.15 MI) TO A LOCKED GATE ON THE RIGHT.  GO SOUTH
 DH7411'THROUGH THE GATE ONTO THE APRON FOR APPROX 30.5 M (100 FT) TURN LEFT,
 DH7411'EAST ACROSS THE APRON FOR 0.16 KM (0.1 MI) TO A TAXIWAY.  TURN LEFT,
 DH7411'NORTH ON THE TAXIWAY FOR 0.16 KM (0.1 MI) TO TAXIWAY C.  TURN RIGHT,
 DH7411'EAST ON TAXIWAY C FOR 0.64 KM (0.4 MI) CROSSING RUNWAY 17/35 TO
 DH7411'TAXIWAY D.  TURN LEFT, NORTHEAST ON TO TAXIWAY D FOR 0.64 KM (0.4 MI)
 DH7411'TO THE END OF TAXIWAY D AND THE STATION AHEAD.
 DH7411' 
 DH7411'THE MARK IS A 3 1/2 INCH (9 CM) BRASS DISK STAMPED 1M1 A 2005 SET IN
 DH7411'THE TOP OF A CONCRETE POST.  IT IS 29.1 M (95.5 FT) NORTHEAST OF A
 DH7411'TAXIWAY LIGHT NUMBER 164, 25.8 M (84.6 FT) NORTHWEST OF THE NORTHWEST
 DH7411'CORNER OF CONCRETE PAD AND SIGN MARKED TAXIWAY D/RUNWAY 23, AND 22 M
 DH7411'(72.1 FT) NORTH OF THE EAST CORNER OF TAXIWAY D.  THIS STATION IS
 DH7411'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1969 ***********************************************************************
 FF1969  DESIGNATION -  2 3
 FF1969  PID         -  FF1969
 FF1969  STATE/COUNTY-  AR/CRITTENDEN
 FF1969  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1969
 FF1969                         *CURRENT SURVEY CONTROL
 FF1969  ___________________________________________________________________
 FF1969* NAD 83(1997)-  35 08 12.48715(N)    090 04 52.93041(W)     ADJUSTED  
 FF1969* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 FF1969  ___________________________________________________________________
 FF1969  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FF1969  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1969
 FF1969  HORZ ORDER  -  SECOND
 FF1969
 FF1969.The horizontal coordinates were established by classical geodetic methods
 FF1969.and adjusted by the National Geodetic Survey in September 1999..
 FF1969
 FF1969.The orthometric height was scaled from a topographic map.
 FF1969
 FF1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1969
 FF1969.The geoid height was determined by GEOID03.
 FF1969
 FF1969;                    North         East     Units Scale Factor Converg.
 FF1969;SPC AR N     -    90,841.597   574,839.289   MT  0.99996623   +1 06 59.2
 FF1969;SPC AR N     -   298,036.14  1,885,951.90   sFT  0.99996623   +1 06 59.2
 FF1969;SPC TN       -    96,900.685   228,140.060   MT  1.00002191   -2 23 21.8
 FF1969;SPC TN       -   317,915.00    748,489.51   sFT  1.00002191   -2 23 21.8
 FF1969;UTM  15      - 3,892,114.155   765,924.972   MT  1.00047161   +1 40 50.7
 FF1969;UTM  16      - 3,892,561.537   219,242.658   MT  1.00057157   -1 46 28.5
 FF1969
 FF1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1969!SPC AR N     -   0.99999392  x   0.99996623  =   0.99996015
 FF1969!SPC TN       -   0.99999392  x   1.00002191  =   1.00001583
 FF1969!UTM  15      -   0.99999392  x   1.00047161  =   1.00046552
 FF1969!UTM  16      -   0.99999392  x   1.00057157  =   1.00056548
 FF1969
 FF1969:                Primary Azimuth Mark                     Grid Az
 FF1969:SPC AR N     -  HOPEFIELD                                027 41 18.8
 FF1969:SPC TN       -  HOPEFIELD                                031 11 39.8
 FF1969:UTM  15      -  HOPEFIELD                                027 07 27.3
 FF1969:UTM  16      -  HOPEFIELD                                030 34 46.5
 FF1969
 FF1969|---------------------------------------------------------------------|
 FF1969| PID    Reference Object                     Distance      Geod. Az  |
 FF1969|                                                           dddmmss.s |
 FF1969| FF1055 HOPEFIELD                           APPROX. 2.0 KM 0284818.0 |
 FF1969|---------------------------------------------------------------------|
 FF1969
 FF1969                          SUPERSEDED SURVEY CONTROL
 FF1969
 FF1969  NAD 83(1997)-  35 08 12.48722(N)    090 04 52.93018(W) AD(       ) 2
 FF1969  NAD 83(1997)-  35 08 12.48949(N)    090 04 52.92911(W) AD(       ) 2
 FF1969  NAD 83(1997)-  35 08 12.49286(N)    090 04 52.92942(W) AD(       ) 2
 FF1969  NAD 83(1986)-  35 08 12.49762(N)    090 04 52.93121(W) AD(       ) 2
 FF1969  NAD 27      -  35 08 12.17300(N)    090 04 52.59200(W) AD(       ) 2
 FF1969
 FF1969.Superseded values are not recommended for survey control.
 FF1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1969.See file dsdata.txt to determine how the superseded data were derived.
 FF1969
 FF1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6592592114(NAD 83)
 FF1969_MARKER: V = STONE MONUMENT
 FF1969_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FF1969_SP_SET: OBJECT DRIVEN INTO GROUND
 FF1969
 FF1969  HISTORY     - Date     Condition        Report By
 FF1969  HISTORY     - 1914     MONUMENTED       USE
 FF1969
 FF1969                          STATION DESCRIPTION
 FF1969
 FF1969'DESCRIBED BY US ENGINEERS 1914 (EHP)
 FF1969'IN CULTIVATED FIELD, 350 METERS (1,148 FEET) NORTHEAST OF WEST
 FF1969'ABUTMENT OF WEST APPROACH TO MEMPHIS BRIDGE, 190 METERS (623 FEET)
 FF1969'EAST OF ABANDONED RAILROAD AT POINT 265 METERS (869 FEET)
 FF1969'ABOVE JUNCTION OF SAME WITH BRIDGE APPROACH, ABOUT 3/8 MILE
 FF1969'FROM RIVER BANK, AND ABOUT 60 METERS (197 FEET) SOUTHEAST OF
 FF1969'SOUTH END OF HOPEFIELD LAKE.  MARKED BY STONE POST PROJECTING
 FF1969'12 INCHES ABOVE GROUND.  DISTANCES FROM STATION TO
 FF1969'TWO BLAZED TREES ARE- 30-INCH OAK, 33 METERS (108 FEET),
 FF1969'S 85 DEG W, AND 40-INCH OAK, 40 METERS (131 FEET), N 12 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0907 ***********************************************************************
 DK0907  DESIGNATION -  2 AR
 DK0907  PID         -  DK0907
 DK0907  STATE/COUNTY-  AR/DESHA
 DK0907  USGS QUAD   -  HALLEY (1981)
 DK0907
 DK0907                         *CURRENT SURVEY CONTROL
 DK0907  ___________________________________________________________________
 DK0907* NAD 83(1986)-  33 35 50.     (N)    091 20 08.     (W)     SCALED    
 DK0907* NAVD 88     -        44.06   (+/-2cm)     144.6    (feet)  VERTCON   
 DK0907  ___________________________________________________________________
 DK0907  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DK0907
 DK0907  VERT ORDER  -  ? (See Below)
 DK0907
 DK0907.The horizontal coordinates were scaled from a topographic map and have
 DK0907.an estimated accuracy of +/- 6 seconds.
 DK0907
 DK0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0907.The vertical order pertains to the NGVD 29 superseded value.
 DK0907
 DK0907.The geoid height was determined by GEOID03.
 DK0907
 DK0907;                    North         East    Units  Estimated Accuracy
 DK0907;SPC AR S     -   503,410.      461,670.      MT  (+/- 180 meters Scaled)
 DK0907
 DK0907                          SUPERSEDED SURVEY CONTROL
 DK0907
 DK0907  NGVD 29 (??/??/??)   44.177  (m)          144.94   (f) ADJUSTED    ?  
 DK0907
 DK0907.Superseded values are not recommended for survey control.
 DK0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0907.See file dsdata.txt to determine how the superseded data were derived.
 DK0907
 DK0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT544187(NAD 83)
 DK0907_MARKER: P = PIPE CAP
 DK0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0907_SP_SET: STONE
 DK0907_STAMPING: 2 AR
 DK0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0907+STABILITY: SURFACE MOTION
 DK0907
 DK0907  HISTORY     - Date     Condition        Report By
 DK0907  HISTORY     - UNK      MONUMENTED       DOD
 DK0907  HISTORY     - 1939     GOOD             CGS
 DK0907
 DK0907                          STATION DESCRIPTION
 DK0907
 DK0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0907'IN TRIPPE JUNCTION.
 DK0907'A PIPE STONE BENCH WITH A BRASS CAP.  CAP IS 9 IN. ABOVE THE GROUND.
 DK0907'ABOUT 1000 FEET SOUTH OF THE JUNCTION OF HWYS 65 AND 4.  ON THE INSIDE
 DK0907'OF, AND NEAR THE NORTH EAST CORNER OF A YARD OF A HOUSE OWNED BY E.M.
 DK0907'TRIPPE.  AND OCCUPIED BY PAT RUNYON.  ON THE WEST SIDE OF HWY 65. 48
 DK0907'FEET NORTH OF THE NORTH CORNER OF THE FRONT PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0264 ***********************************************************************
 FG0264  DESIGNATION -  2 B
 FG0264  PID         -  FG0264
 FG0264  STATE/COUNTY-  AR/WHITE
 FG0264  USGS QUAD   -  ROSE BUD (1994)
 FG0264
 FG0264                         *CURRENT SURVEY CONTROL
 FG0264  ___________________________________________________________________
 FG0264* NAD 83(1997)-  35 18 44.10876(N)    092 01 11.80756(W)     ADJUSTED  
 FG0264* NAVD 88     -       227.052  (meters)     744.92   (feet)  ADJUSTED  
 FG0264  ___________________________________________________________________
 FG0264  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 FG0264  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FG0264  DYNAMIC HT  -         226.840 (meters)     744.22  (feet)  COMP
 FG0264  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 FG0264
 FG0264  HORZ ORDER  -  THIRD
 FG0264  VERT ORDER  -  SECOND    CLASS 0
 FG0264
 FG0264.The horizontal coordinates were established by classical geodetic methods
 FG0264.and adjusted by the National Geodetic Survey in September 1999..
 FG0264
 FG0264.The orthometric height was determined by differential leveling
 FG0264.and adjusted by the National Geodetic Survey in June 1991..
 FG0264
 FG0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0264
 FG0264.The geoid height was determined by GEOID03.
 FG0264
 FG0264.The dynamic height is computed by dividing the NAVD 88
 FG0264.geopotential number by the normal gravity value computed on the
 FG0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0264.degrees latitude (g = 980.6199 gals.).
 FG0264
 FG0264.The modeled gravity was interpolated from observed gravity values.
 FG0264
 FG0264;                    North         East     Units Scale Factor Converg.
 FG0264;SPC AR N     -   108,602.730   398,186.157   MT  0.99994714   -0 00 41.8
 FG0264;SPC AR N     -   356,307.46  1,306,382.42   sFT  0.99994714   -0 00 41.8
 FG0264;UTM  15      - 3,908,112.032   589,091.889   MT  0.99969782   +0 33 59.5
 FG0264
 FG0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0264!SPC AR N     -   0.99996868  x   0.99994714  =   0.99991582
 FG0264!UTM  15      -   0.99996868  x   0.99969782  =   0.99966651
 FG0264
 FG0264:                Primary Azimuth Mark                     Grid Az
 FG0264:SPC AR N     -  ROSEBUD                                  288 52 03.9
 FG0264:UTM  15      -  ROSEBUD                                  288 17 22.6
 FG0264
 FG0264|---------------------------------------------------------------------|
 FG0264| PID    Reference Object                     Distance      Geod. Az  |
 FG0264|                                                           dddmmss.s |
 FG0264| FG1687 ROSEBUD                             APPROX. 4.8 KM 2885122.1 |
 FG0264| FG1689 2 C                                 385.652 METERS 30855     |
 FG0264|---------------------------------------------------------------------|
 FG0264
 FG0264                          SUPERSEDED SURVEY CONTROL
 FG0264
 FG0264  NAD 83(1986)-  35 18 44.12390(N)    092 01 11.80591(W) AD(       ) 3
 FG0264  NGVD 29 (??/??/92)  227.00   (m)          744.7    (f) COMPUTED    2 0
 FG0264
 FG0264.Superseded values are not recommended for survey control.
 FG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0264.See file dsdata.txt to determine how the superseded data were derived.
 FG0264
 FG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8909208112(NAD 83)
 FG0264_MARKER: Z = SEE DESCRIPTION
 FG0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0264_STAMPING: 2B
 FG0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0264+STABILITY: SURFACE MOTION
 FG0264
 FG0264  HISTORY     - Date     Condition        Report By
 FG0264  HISTORY     - UNK      MONUMENTED       USAF
 FG0264  HISTORY     - 1962     GOOD             NGS
 FG0264
 FG0264                          STATION DESCRIPTION
 FG0264
 FG0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0264'4.1 MI E FROM ROSE BUD.
 FG0264'3.7 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT ROSE
 FG0264'BUD, THENCE 0.4 MILE SOUTH ALONG A PAVED ROAD, ABOUT 900 FEET SOUTH OF
 FG0264'THE SILO, SET IN TOP OF A CYLINDRICAL CONCRETE POST 18 INCHES IN
 FG0264'DIAMETER AND PROJECTING ABOUT 5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0929 ***********************************************************************
 EH0929  DESIGNATION -  2 HELENA WALL
 EH0929  PID         -  EH0929
 EH0929  STATE/COUNTY-  AR/PHILLIPS
 EH0929  USGS QUAD   -  HELENA (1982)
 EH0929
 EH0929                         *CURRENT SURVEY CONTROL
 EH0929  ___________________________________________________________________
 EH0929* NAD 83(1986)-  34 31 10.     (N)    090 35 07.     (W)     SCALED    
 EH0929* NAVD 88     -        61.717  (meters)     202.48   (feet)  ADJUSTED  
 EH0929  ___________________________________________________________________
 EH0929  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0929  DYNAMIC HT  -          61.657 (meters)     202.29  (feet)  COMP
 EH0929  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EH0929
 EH0929  VERT ORDER  -  FIRST     CLASS II
 EH0929
 EH0929.The horizontal coordinates were scaled from a topographic map and have
 EH0929.an estimated accuracy of +/- 6 seconds.
 EH0929
 EH0929.The orthometric height was determined by differential leveling
 EH0929.and adjusted by the National Geodetic Survey in June 1991..
 EH0929
 EH0929.The geoid height was determined by GEOID03.
 EH0929
 EH0929.The dynamic height is computed by dividing the NAVD 88
 EH0929.geopotential number by the normal gravity value computed on the
 EH0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0929.degrees latitude (g = 980.6199 gals.).
 EH0929
 EH0929.The modeled gravity was interpolated from observed gravity values.
 EH0929
 EH0929;                    North         East    Units  Estimated Accuracy
 EH0929;SPC AR S     -   606,400.      529,890.      MT  (+/- 180 meters Scaled)
 EH0929
 EH0929                          SUPERSEDED SURVEY CONTROL
 EH0929
 EH0929  NGVD 29 (??/??/??)   61.751  (m)          202.59   (f) ADJUSTED    1 2
 EH0929
 EH0929.Superseded values are not recommended for survey control.
 EH0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0929.See file dsdata.txt to determine how the superseded data were derived.
 EH0929
 EH0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU216224(NAD 83)
 EH0929_MARKER: DD = SURVEY DISK
 EH0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0929_SP_SET: FLOOD WALL
 EH0929_STAMPING: 2
 EH0929_MARK LOGO: USE   
 EH0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0929+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0929
 EH0929  HISTORY     - Date     Condition        Report By
 EH0929  HISTORY     - UNK      MONUMENTED       DOD
 EH0929  HISTORY     - 1956     GOOD             CGS
 EH0929  HISTORY     - 1976     GOOD             NGS
 EH0929  HISTORY     - 1985     GOOD             NGS
 EH0929  HISTORY     - 20030402 GOOD             USACE
 EH0929
 EH0929                          STATION DESCRIPTION
 EH0929
 EH0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0929'IN HELENA.
 EH0929'AT HELENA, ABOUT 0.2 MILE SOUTH ALONG FLOOD WALL FROM GATE IN FLOOD
 EH0929'WALL FOR ROAD LEADING TO HELENA HARBOR AND FERRY, AT THE SOUTH END OF
 EH0929'MUNICIPAL RIVER TERMINAL BUILDING, SET  VERTICALLY IN THE WEST
 EH0929'(LANDSIDE) FACE OF FLOOD WALL, 5 FEET BELOW THE TOP OF FLOOD WALL, 3
 EH0929'FEET NORTH AND INSIDE AN ANGLE IN FLOOD WALL.
 EH0929
 EH0929                          STATION RECOVERY (1976)
 EH0929
 EH0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0929'RECOVERED IN GOOD CONDITION.
 EH0929
 EH0929                          STATION RECOVERY (1985)
 EH0929
 EH0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0929'RECOVERED IN GOOD CONDITION.
 EH0929
 EH0929                          STATION RECOVERY (2003)
 EH0929
 EH0929'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0438 ***********************************************************************
 EJ0438  DESIGNATION -  2 J
 EJ0438  PID         -  EJ0438
 EJ0438  STATE/COUNTY-  AR/PULASKI
 EJ0438  USGS QUAD   -  MC ALMONT (1986)
 EJ0438
 EJ0438                         *CURRENT SURVEY CONTROL
 EJ0438  ___________________________________________________________________
 EJ0438* NAD 83(1986)-  34 52 04.     (N)    092 11 51.     (W)     SCALED    
 EJ0438* NAVD 88     -        77.227  (meters)     253.37   (feet)  POSTED    
 EJ0438  ___________________________________________________________________
 EJ0438  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ0438  DYNAMIC HT  -          77.150 (meters)     253.12  (feet)  COMP
 EJ0438  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 EJ0438
 EJ0438  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EJ0438
 EJ0438.The horizontal coordinates were scaled from a topographic map and have
 EJ0438.an estimated accuracy of +/- 6 seconds.
 EJ0438
 EJ0438.The orthometric height was determined by differential leveling
 EJ0438.and adjusted by the National Geodetic Survey in 1992..
 EJ0438.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EJ0438.rate of 1.1 thru 2.0 mm/km.
 EJ0438
 EJ0438.The geoid height was determined by GEOID03.
 EJ0438
 EJ0438.The dynamic height is computed by dividing the NAVD 88
 EJ0438.geopotential number by the normal gravity value computed on the
 EJ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0438.degrees latitude (g = 980.6199 gals.).
 EJ0438
 EJ0438.The modeled gravity was interpolated from observed gravity values.
 EJ0438
 EJ0438;                    North         East    Units  Estimated Accuracy
 EJ0438;SPC AR S     -   644,160.      381,940.      MT  (+/- 180 meters Scaled)
 EJ0438
 EJ0438                          SUPERSEDED SURVEY CONTROL
 EJ0438
 EJ0438  NGVD 29 (??/??/92)   77.262  (m)          253.48   (f) ADJ UNCH    2 0
 EJ0438
 EJ0438.Superseded values are not recommended for survey control.
 EJ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0438.See file dsdata.txt to determine how the superseded data were derived.
 EJ0438
 EJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU733586(NAD 83)
 EJ0438_MARKER: DD = SURVEY DISK
 EJ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0438_STAMPING: 2 J 1935
 EJ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0438+STABILITY: SURFACE MOTION
 EJ0438
 EJ0438  HISTORY     - Date     Condition        Report By
 EJ0438  HISTORY     - 1935     MONUMENTED       USGS
 EJ0438  HISTORY     - 1955     GOOD             NGS
 EJ0438
 EJ0438                          STATION DESCRIPTION
 EJ0438
 EJ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0438'5.6 MI W FROM JACKSONVILLE.
 EJ0438'5.6 MILES WEST ALONG AN OILED ROAD FROM THE JACKSONVILLE STATE BANK AT
 EJ0438'JACKSONVILLE, AT A JUNCTION WITH STATE HIGHWAY 5, ACROSS THE HIGHWAY
 EJ0438'FROM THE FIRST BAPTIST CHURCH AT GRAVEL RIDGE, 145 FEET SOUTHWEST OF
 EJ0438'THE CENTER OF THE ROAD JUNCTION, 121 FEET SOUTHWEST OF THE SOUTHWEST
 EJ0438'CORNER OF THE REMOUNT GROCERY, 37 FEET SOUTHEAST OF A 20 INCH GUM
 EJ0438'TREE, 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET WEST OF
 EJ0438'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EJ0438'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2125 ***********************************************************************
 EH2125  DESIGNATION -  2 N 22
 EH2125  PID         -  EH2125
 EH2125  STATE/COUNTY-  AR/LONOKE
 EH2125  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2125
 EH2125                         *CURRENT SURVEY CONTROL
 EH2125  ___________________________________________________________________
 EH2125* NAD 83(1986)-  34 46 43.     (N)    091 51 05.     (W)     SCALED    
 EH2125* NAVD 88     -        71.533  (meters)     234.69   (feet)  ADJUSTED  
 EH2125  ___________________________________________________________________
 EH2125  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH2125  DYNAMIC HT  -          71.466 (meters)     234.47  (feet)  COMP
 EH2125  MODELED GRAV-     979,701.5   (mgal)                       NAVD 88
 EH2125
 EH2125  VERT ORDER  -  FIRST     CLASS II
 EH2125
 EH2125.The horizontal coordinates were scaled from a topographic map and have
 EH2125.an estimated accuracy of +/- 6 seconds.
 EH2125
 EH2125.The orthometric height was determined by differential leveling
 EH2125.and adjusted by the National Geodetic Survey in June 1991..
 EH2125
 EH2125.The geoid height was determined by GEOID03.
 EH2125
 EH2125.The dynamic height is computed by dividing the NAVD 88
 EH2125.geopotential number by the normal gravity value computed on the
 EH2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2125.degrees latitude (g = 980.6199 gals.).
 EH2125
 EH2125.The modeled gravity was interpolated from observed gravity values.
 EH2125
 EH2125;                    North         East    Units  Estimated Accuracy
 EH2125;SPC AR S     -   634,260.      413,600.      MT  (+/- 180 meters Scaled)
 EH2125
 EH2125                          SUPERSEDED SURVEY CONTROL
 EH2125
 EH2125  NGVD 29 (??/??/??)   71.546  (m)          234.73   (f) ADJUSTED    1 2
 EH2125
 EH2125.Superseded values are not recommended for survey control.
 EH2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2125.See file dsdata.txt to determine how the superseded data were derived.
 EH2125
 EH2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU050490(NAD 83)
 EH2125_MARKER: Q = CHISELED SQUARE
 EH2125_SETTING: 0 = UNSPECIFIED SETTING
 EH2125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2125
 EH2125  HISTORY     - Date     Condition        Report By
 EH2125  HISTORY     - UNK      MONUMENTED       USGS
 EH2125  HISTORY     - 1954     GOOD             CGS
 EH2125
 EH2125                          STATION DESCRIPTION
 EH2125
 EH2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2125'3.3 MI E FROM LONOKE.
 EH2125'2.9 MILES EAST ALONG THE CHICAGO. ROCK ISLAND AND PACIFIC RAILROAD
 EH2125'FROM THE STATION AT LONOKE, THENCE 0.35 MILE SOUTH ALONG A GRAVELED
 EH2125'ROAD, 142 YARDS NORTH OF BENCH MARK W.T.M. (ARK. GEOD. S.), ACROSS THE
 EH2125'ROAD FROM A RED BARN, 78 FEET EAST OF THE CENTER LINE OF THE ROAD, AT
 EH2125'AN IRRIGATION WELL WHICH IS IN AN 8X8 FOOT SHEET METAL BUILDING, ON
 EH2125'THE SOUTH FLANGE OF THE PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1422 ***********************************************************************
 FF1422  DESIGNATION -  20 BLS
 FF1422  PID         -  FF1422
 FF1422  STATE/COUNTY-  AR/WHITE
 FF1422  USGS QUAD   -  BEEBE (1994)
 FF1422
 FF1422                         *CURRENT SURVEY CONTROL
 FF1422  ___________________________________________________________________
 FF1422* NAD 83(1986)-  35 07 14.     (N)    091 53 27.     (W)     SCALED    
 FF1422* NAVD 88     -        93.483  (meters)     306.70   (feet)  ADJUSTED  
 FF1422  ___________________________________________________________________
 FF1422  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1422  DYNAMIC HT  -          93.398 (meters)     306.42  (feet)  COMP
 FF1422  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FF1422
 FF1422  VERT ORDER  -  SECOND    CLASS 0
 FF1422
 FF1422.The horizontal coordinates were scaled from a topographic map and have
 FF1422.an estimated accuracy of +/- 6 seconds.
 FF1422
 FF1422.The orthometric height was determined by differential leveling
 FF1422.and adjusted by the National Geodetic Survey in June 1991..
 FF1422
 FF1422.The geoid height was determined by GEOID03.
 FF1422
 FF1422.The dynamic height is computed by dividing the NAVD 88
 FF1422.geopotential number by the normal gravity value computed on the
 FF1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1422.degrees latitude (g = 980.6199 gals.).
 FF1422
 FF1422.The modeled gravity was interpolated from observed gravity values.
 FF1422
 FF1422;                    North         East    Units  Estimated Accuracy
 FF1422;SPC AR N     -    87,340.      409,950.      MT  (+/- 180 meters Scaled)
 FF1422
 FF1422                          SUPERSEDED SURVEY CONTROL
 FF1422
 FF1422  NGVD 29 (??/??/??)   93.459  (m)          306.62   (f) ADJUSTED    2 0
 FF1422
 FF1422.Superseded values are not recommended for survey control.
 FF1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1422.See file dsdata.txt to determine how the superseded data were derived.
 FF1422
 FF1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU010869(NAD 83)
 FF1422_MARKER: DD = SURVEY DISK
 FF1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1422_STAMPING: 20 BLS 1960
 FF1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1422+STABILITY: SURFACE MOTION
 FF1422
 FF1422  HISTORY     - Date     Condition        Report By
 FF1422  HISTORY     - 1960     MONUMENTED       USGS
 FF1422  HISTORY     - 1962     GOOD             CGS
 FF1422  HISTORY     - 20030701 MARK NOT FOUND   USACE
 FF1422
 FF1422                          STATION DESCRIPTION
 FF1422
 FF1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1422'3.8 MI N FROM BEEBE.
 FF1422'3.8 MILES NORTH ON STATE HIGHWAY 31 FROM THE RAILROAD DEPOT IN
 FF1422'BEEBE, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES, 63.6
 FF1422'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 31, 58 FEET NORTHWEST
 FF1422'OF THE NORTHWEST CORNER OF A BRICK HOUSE AND 29 FEET SOUTH OF THE
 FF1422'CENTER OF A GRAVEL ROAD LEADING EAST.
 FF1422
 FF1422                          STATION RECOVERY (2003)
 FF1422
 FF1422'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1453 ***********************************************************************
 EH1453  DESIGNATION -  20 DRL
 EH1453  PID         -  EH1453
 EH1453  STATE/COUNTY-  AR/DESHA
 EH1453  USGS QUAD   -  HENRICO SW (1967)
 EH1453
 EH1453                         *CURRENT SURVEY CONTROL
 EH1453  ___________________________________________________________________
 EH1453* NAD 83(1986)-  34 00 12.     (N)    091 08 44.     (W)     SCALED    
 EH1453* NAVD 88     -        52.496  (meters)     172.23   (feet)  ADJUSTED  
 EH1453  ___________________________________________________________________
 EH1453  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EH1453  DYNAMIC HT  -          52.444 (meters)     172.06  (feet)  COMP
 EH1453  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 EH1453
 EH1453  VERT ORDER  -  FIRST     CLASS II
 EH1453
 EH1453.The horizontal coordinates were scaled from a topographic map and have
 EH1453.an estimated accuracy of +/- 6 seconds.
 EH1453
 EH1453.The orthometric height was determined by differential leveling
 EH1453.and adjusted by the National Geodetic Survey in June 1991..
 EH1453.WARNING-Repeat measurements at this control monument indicate possible
 EH1453.vertical movement.
 EH1453
 EH1453.The geoid height was determined by GEOID03.
 EH1453
 EH1453.The dynamic height is computed by dividing the NAVD 88
 EH1453.geopotential number by the normal gravity value computed on the
 EH1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1453.degrees latitude (g = 980.6199 gals.).
 EH1453
 EH1453.The modeled gravity was interpolated from observed gravity values.
 EH1453
 EH1453;                    North         East    Units  Estimated Accuracy
 EH1453;SPC AR S     -   548,580.      478,930.      MT  (+/- 180 meters Scaled)
 EH1453
 EH1453                          SUPERSEDED SURVEY CONTROL
 EH1453
 EH1453  NGVD 29 (??/??/??)   52.552  (m)          172.41   (f) ADJUSTED    1 2
 EH1453
 EH1453.Superseded values are not recommended for survey control.
 EH1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1453.See file dsdata.txt to determine how the superseded data were derived.
 EH1453
 EH1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT712640(NAD 83)
 EH1453_MARKER: DD = SURVEY DISK
 EH1453_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH1453_STAMPING: 20 DRL 1965
 EH1453_MARK LOGO: USGS  
 EH1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1453
 EH1453  HISTORY     - Date     Condition        Report By
 EH1453  HISTORY     - 1965     MONUMENTED       USGS
 EH1453  HISTORY     - 1976     GOOD             NGS
 EH1453  HISTORY     - 1985     GOOD             NGS
 EH1453
 EH1453                          STATION DESCRIPTION
 EH1453
 EH1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1453'6.1 MI NE FROM YANCOPIN.
 EH1453'6.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE OLD
 EH1453'POST OFFICE IN YANCOPIN, 483 FEET SOUTHWEST OF THE NORTHEAST CONCRETE
 EH1453'ABUTMENT OF BRIDGE 3770, 2.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 EH1453'2.1 FEET NORTHWEST OF THE SOUTHEAST END OF PIER.  SET IN THE CONCRETE
 EH1453'PIER.  ABOUT LEVEL WITH RAILROAD.
 EH1453
 EH1453                          STATION RECOVERY (1985)
 EH1453
 EH1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1453'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 483 FEET SOUTHWEST OF THE
 EH1453'NORTHEAST CONCRETE ABUTMENT OF BRIDGE 3770, ADD, 685 FEET SOUTHWEST OF
 EH1453'THE NORTHEAST END OF RAILROAD TRESTLE (BRIDGE 3770), DELETE, SET IN
 EH1453'THE CONCRETE PIER, ADD, SET IN THE FIRST MAIN CONCRETE PIER FROM THE
 EH1453'NORTHEAST END OF TRESTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0130 ***********************************************************************
 FG0130  DESIGNATION -  20 RHM
 FG0130  PID         -  FG0130
 FG0130  STATE/COUNTY-  AR/FAULKNER
 FG0130  USGS QUAD   -  ENOLA (1982)
 FG0130
 FG0130                         *CURRENT SURVEY CONTROL
 FG0130  ___________________________________________________________________
 FG0130* NAD 83(1986)-  35 09 33.     (N)    092 12 29.     (W)     SCALED    
 FG0130* NAVD 88     -       100.152  (meters)     328.58   (feet)  ADJUSTED  
 FG0130  ___________________________________________________________________
 FG0130  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FG0130  DYNAMIC HT  -         100.058 (meters)     328.27  (feet)  COMP
 FG0130  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FG0130
 FG0130  VERT ORDER  -  SECOND    CLASS 0
 FG0130
 FG0130.The horizontal coordinates were scaled from a topographic map and have
 FG0130.an estimated accuracy of +/- 6 seconds.
 FG0130
 FG0130.The orthometric height was determined by differential leveling
 FG0130.and adjusted by the National Geodetic Survey in June 1991..
 FG0130
 FG0130.The geoid height was determined by GEOID03.
 FG0130
 FG0130.The dynamic height is computed by dividing the NAVD 88
 FG0130.geopotential number by the normal gravity value computed on the
 FG0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0130.degrees latitude (g = 980.6199 gals.).
 FG0130
 FG0130.The modeled gravity was interpolated from observed gravity values.
 FG0130
 FG0130;                    North         East    Units  Estimated Accuracy
 FG0130;SPC AR N     -    91,640.      381,050.      MT  (+/- 180 meters Scaled)
 FG0130
 FG0130                          SUPERSEDED SURVEY CONTROL
 FG0130
 FG0130  NGVD 29 (??/??/92)  100.144  (m)          328.56   (f) ADJ UNCH    2 0
 FG0130
 FG0130.Superseded values are not recommended for survey control.
 FG0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0130.See file dsdata.txt to determine how the superseded data were derived.
 FG0130
 FG0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU721909(NAD 83)
 FG0130_MARKER: DB = BENCH MARK DISK
 FG0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0130_STAMPING: 20 RHM 1960
 FG0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0130+STABILITY: SURFACE MOTION
 FG0130
 FG0130  HISTORY     - Date     Condition        Report By
 FG0130  HISTORY     - 1960     MONUMENTED       USGS
 FG0130  HISTORY     - 1962     GOOD             NGS
 FG0130  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0130
 FG0130                          STATION DESCRIPTION
 FG0130
 FG0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0130'7.75 MI SW FROM MOUNTVERNON.
 FG0130'7.75 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0130'MOUNT VERNON, 42.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7 FEET
 FG0130'EAST OF A POWER POLE, 0.8 FOOT SOUTH OF A FENCE, SET IN TOP OF A
 FG0130'SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND SURFACE AND
 FG0130'ABOUT THE SAME LEVEL AS THE HIGHWAY.
 FG0130
 FG0130                          STATION RECOVERY (1989)
 FG0130
 FG0130'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2334 ***********************************************************************
 EH2334  DESIGNATION -  20 W
 EH2334  PID         -  EH2334
 EH2334  STATE/COUNTY-  AR/ARKANSAS
 EH2334  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2334
 EH2334                         *CURRENT SURVEY CONTROL
 EH2334  ___________________________________________________________________
 EH2334* NAD 83(1986)-  34 29 42.     (N)    091 33 14.     (W)     SCALED    
 EH2334* NAVD 88     -        63.639  (meters)     208.79   (feet)  ADJUSTED  
 EH2334  ___________________________________________________________________
 EH2334  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH2334  DYNAMIC HT  -          63.578 (meters)     208.59  (feet)  COMP
 EH2334  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 EH2334
 EH2334  VERT ORDER  -  FIRST     CLASS II
 EH2334
 EH2334.The horizontal coordinates were scaled from a topographic map and have
 EH2334.an estimated accuracy of +/- 6 seconds.
 EH2334
 EH2334.The orthometric height was determined by differential leveling
 EH2334.and adjusted by the National Geodetic Survey in August 1993..
 EH2334
 EH2334.The geoid height was determined by GEOID03.
 EH2334
 EH2334.The dynamic height is computed by dividing the NAVD 88
 EH2334.geopotential number by the normal gravity value computed on the
 EH2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2334.degrees latitude (g = 980.6199 gals.).
 EH2334
 EH2334.The modeled gravity was interpolated from observed gravity values.
 EH2334
 EH2334;                    North         East    Units  Estimated Accuracy
 EH2334;SPC AR S     -   602,880.      440,970.      MT  (+/- 180 meters Scaled)
 EH2334
 EH2334                          SUPERSEDED SURVEY CONTROL
 EH2334
 EH2334  NAVD 88 (06/15/91)   63.642  (m)          208.80   (f) UNKNOWN     1 2
 EH2334  NGVD 29 (??/??/??)   63.671  (m)          208.89   (f) ADJUSTED    1 2
 EH2334
 EH2334.Superseded values are not recommended for survey control.
 EH2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2334.See file dsdata.txt to determine how the superseded data were derived.
 EH2334
 EH2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU327179(NAD 83)
 EH2334_MARKER: DB = BENCH MARK DISK
 EH2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2334_STAMPING: 208.835 20 W 1928
 EH2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2334+STABILITY: SURFACE MOTION
 EH2334
 EH2334  HISTORY     - Date     Condition        Report By
 EH2334  HISTORY     - 1928     MONUMENTED       USGS
 EH2334  HISTORY     - 1954     GOOD             CGS
 EH2334  HISTORY     - 20020405 MARK NOT FOUND   USACE
 EH2334
 EH2334                          STATION DESCRIPTION
 EH2334
 EH2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2334'IN STUTTGART.
 EH2334'AT STUTTGART, ARKANSAS COUNTY, AT THE HIGH SCHOOL, AT THE INTERSECTION
 EH2334'OF NINTH AND LOWE STREETS, 25 FEET NORTH OF THE CENTER LINE OF THE
 EH2334'EAST-AND-WEST STREET, 27 FEET WEST OF THE CENTER LINE OF THE
 EH2334'NORTH-AND-SOUTH STREET, AT THE SOUTHEAST CORNER OF THE SCHOOLYARD, 105
 EH2334'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, AND 3
 EH2334'FEET WEST OF THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 EH2334'DISK, STAMPED 208.835 20 W 1928 AND SET IN THE TOP OF A CONCRETE POST.
 EH2334
 EH2334                          STATION RECOVERY (2002)
 EH2334
 EH2334'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0318 ***********************************************************************
 DL0318  DESIGNATION -  200
 DL0318  PID         -  DL0318
 DL0318  STATE/COUNTY-  AR/OUACHITA
 DL0318  USGS QUAD   -  CAMDEN (1985)
 DL0318
 DL0318                         *CURRENT SURVEY CONTROL
 DL0318  ___________________________________________________________________
 DL0318* NAD 83(1986)-  33 35 03.     (N)    092 49 50.     (W)     SCALED    
 DL0318* NAVD 88     -        60.894  (meters)     199.78   (feet)  ADJUSTED  
 DL0318  ___________________________________________________________________
 DL0318  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0318  DYNAMIC HT  -          60.831 (meters)     199.58  (feet)  COMP
 DL0318  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 DL0318
 DL0318  VERT ORDER  -  FIRST     CLASS II
 DL0318
 DL0318.The horizontal coordinates were scaled from a topographic map and have
 DL0318.an estimated accuracy of +/- 6 seconds.
 DL0318
 DL0318.The orthometric height was determined by differential leveling
 DL0318.and adjusted by the National Geodetic Survey in June 1991..
 DL0318
 DL0318.The geoid height was determined by GEOID03.
 DL0318
 DL0318.The dynamic height is computed by dividing the NAVD 88
 DL0318.geopotential number by the normal gravity value computed on the
 DL0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0318.degrees latitude (g = 980.6199 gals.).
 DL0318
 DL0318.The modeled gravity was interpolated from observed gravity values.
 DL0318
 DL0318;                    North         East    Units  Estimated Accuracy
 DL0318;SPC AR S     -   502,080.      322,900.      MT  (+/- 180 meters Scaled)
 DL0318
 DL0318                          SUPERSEDED SURVEY CONTROL
 DL0318
 DL0318  NGVD 29 (??/??/92)   60.920  (m)          199.87   (f) ADJ UNCH    1 2
 DL0318
 DL0318.Superseded values are not recommended for survey control.
 DL0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0318.See file dsdata.txt to determine how the superseded data were derived.
 DL0318
 DL0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT157160(NAD 83)
 DL0318_MARKER: DD = SURVEY DISK
 DL0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0318_SP_SET: BUILDING
 DL0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0318
 DL0318  HISTORY     - Date     Condition        Report By
 DL0318  HISTORY     - UNK      MONUMENTED       USGS
 DL0318  HISTORY     - 1960     GOOD             NGS
 DL0318  HISTORY     - 1964     GOOD             NGS
 DL0318
 DL0318                          STATION DESCRIPTION
 DL0318
 DL0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0318'IN CAMDEN.
 DL0318'AT CAMDEN, IN SECTION 23, T 11 S, R 17 W, AT THE OUACHITA COUNTY
 DL0318'COURTHOUSE, 97 FEET SOUTH OF THE SOUTH CURB OF JEFFERSON STREET, 49
 DL0318'FEET EAST OF THE EAST CURB OF HARRISON STREET, AT THE NORTHWEST CORNER
 DL0318'OF THE BUILDING, SET VERTICALLY IN THE WEST FACE OF THE BUILDING, 2
 DL0318'1/2 FEET SOUTH OF THE NORTHWEST CORNER, ABOUT 1 1/2 FEET ABOVE THE
 DL0318'GROUND.
 DL0318
 DL0318                          STATION RECOVERY (1964)
 DL0318
 DL0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0222 ***********************************************************************
 GE0222  DESIGNATION -  200+00
 GE0222  PID         -  GE0222
 GE0222  STATE/COUNTY-  AR/CLAY
 GE0222  USGS QUAD   -  KNOBEL (1993)
 GE0222
 GE0222                         *CURRENT SURVEY CONTROL
 GE0222  ___________________________________________________________________
 GE0222* NAD 83(1986)-  36 18 07.     (N)    090 35 44.     (W)     SCALED    
 GE0222* NAVD 88     -        86.141  (meters)     282.61   (feet)  ADJUSTED  
 GE0222  ___________________________________________________________________
 GE0222  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GE0222  DYNAMIC HT  -          86.071 (meters)     282.38  (feet)  COMP
 GE0222  MODELED GRAV-     979,823.4   (mgal)                       NAVD 88
 GE0222
 GE0222  VERT ORDER  -  FIRST     CLASS II
 GE0222
 GE0222.The horizontal coordinates were scaled from a topographic map and have
 GE0222.an estimated accuracy of +/- 6 seconds.
 GE0222
 GE0222.The orthometric height was determined by differential leveling
 GE0222.and adjusted by the National Geodetic Survey in June 1991..
 GE0222
 GE0222.The geoid height was determined by GEOID03.
 GE0222
 GE0222.The dynamic height is computed by dividing the NAVD 88
 GE0222.geopotential number by the normal gravity value computed on the
 GE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0222.degrees latitude (g = 980.6199 gals.).
 GE0222
 GE0222.The modeled gravity was interpolated from observed gravity values.
 GE0222
 GE0222;                    North         East    Units  Estimated Accuracy
 GE0222;SPC AR N     -   219,310.      526,140.      MT  (+/- 180 meters Scaled)
 GE0222
 GE0222                          SUPERSEDED SURVEY CONTROL
 GE0222
 GE0222  NGVD 29 (??/??/92)   86.133  (m)          282.59   (f) ADJ UNCH    1 2
 GE0222
 GE0222.Superseded values are not recommended for survey control.
 GE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0222.See file dsdata.txt to determine how the superseded data were derived.
 GE0222
 GE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA158201(NAD 83)
 GE0222_MARKER: Z = SEE DESCRIPTION
 GE0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0222_SP_SET: CONCRETE MILE POST
 GE0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0222
 GE0222  HISTORY     - Date     Condition        Report By
 GE0222  HISTORY     - UNK      MONUMENTED       MPRR
 GE0222  HISTORY     - 1956     GOOD             NGS
 GE0222  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0222
 GE0222                          STATION DESCRIPTION
 GE0222
 GE0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0222'1.4 MI SE FROM KNOBEL.
 GE0222'1.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0222'STATION AT KNOBEL, ABOUT 0.1 MILE SOUTHEAST OF RAILROAD TRESTLE
 GE0222'NO. 199.9, 7 3/4 FEET SOUTHWEST OF SOUTHWEST RAIL, ABOUT 1/2
 GE0222'FOOT ABOVE LEVEL OF TRACK AND IS A COPPER PLUG IN THE TOP OF 8
 GE0222'BY 8-INCH CONCRETE MILE POST PROJECTING 30 INCHES.
 GE0222
 GE0222                          STATION RECOVERY (2002)
 GE0222
 GE0222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1942 ***********************************************************************
 EH1942  DESIGNATION -  201.4
 EH1942  PID         -  EH1942
 EH1942  STATE/COUNTY-  AR/PRAIRIE
 EH1942  USGS QUAD   -  DES ARC WEST (1994)
 EH1942
 EH1942                         *CURRENT SURVEY CONTROL
 EH1942  ___________________________________________________________________
 EH1942* NAD 83(1986)-  34 58 37.     (N)    091 31 04.     (W)     SCALED    
 EH1942* NAVD 88     -        61.377  (meters)     201.37   (feet)  ADJUSTED  
 EH1942  ___________________________________________________________________
 EH1942  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH1942  DYNAMIC HT  -          61.320 (meters)     201.18  (feet)  COMP
 EH1942  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 EH1942
 EH1942  VERT ORDER  -  FIRST     CLASS II
 EH1942
 EH1942.The horizontal coordinates were scaled from a topographic map and have
 EH1942.an estimated accuracy of +/- 6 seconds.
 EH1942
 EH1942.The orthometric height was determined by differential leveling
 EH1942.and adjusted by the National Geodetic Survey in June 1991..
 EH1942
 EH1942.The geoid height was determined by GEOID03.
 EH1942
 EH1942.The dynamic height is computed by dividing the NAVD 88
 EH1942.geopotential number by the normal gravity value computed on the
 EH1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1942.degrees latitude (g = 980.6199 gals.).
 EH1942
 EH1942.The modeled gravity was interpolated from observed gravity values.
 EH1942
 EH1942;                    North         East    Units  Estimated Accuracy
 EH1942;SPC AR S     -   656,360.      444,040.      MT  (+/- 180 meters Scaled)
 EH1942
 EH1942                          SUPERSEDED SURVEY CONTROL
 EH1942
 EH1942  NGVD 29 (??/??/??)   61.373  (m)          201.35   (f) ADJUSTED    1 2
 EH1942
 EH1942.Superseded values are not recommended for survey control.
 EH1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1942.See file dsdata.txt to determine how the superseded data were derived.
 EH1942
 EH1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU352714(NAD 83)
 EH1942_MARKER: Q = CHISELED SQUARE
 EH1942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1942_SP_SET: CULVERT
 EH1942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1942
 EH1942  HISTORY     - Date     Condition        Report By
 EH1942  HISTORY     - UNK      MONUMENTED       DOD
 EH1942  HISTORY     - 1954     GOOD             CGS
 EH1942
 EH1942                          STATION DESCRIPTION
 EH1942
 EH1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1942'1.2 MI W FROM DES ARC.
 EH1942'1.2 MILES WEST ALONG STATE HIGHWAYS 11 AND 38 FROM THE POST OFFICE AT
 EH1942'DES ARC, 0.1 MILE WEST OF A LARGE FORKED CEDAR TREE, 74 FEET WEST OF
 EH1942'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 16 FEET SOUTH OF
 EH1942'THE CENTER LINE OF THE HIGHWAY, ON THE TOP OF THE SOUTHWEST CORNER OF
 EH1942'THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2280 ***********************************************************************
 EH2280  DESIGNATION -  201.7
 EH2280  PID         -  EH2280
 EH2280  STATE/COUNTY-  AR/LONOKE
 EH2280  USGS QUAD   -  GERIDGE (1969)
 EH2280
 EH2280                         *CURRENT SURVEY CONTROL
 EH2280  ___________________________________________________________________
 EH2280* NAD 83(1986)-  34 32 20.     (N)    091 39 35.     (W)     SCALED    
 EH2280* NAVD 88     -        61.453  (meters)     201.62   (feet)  POSTED    
 EH2280  ___________________________________________________________________
 EH2280  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2280  DYNAMIC HT  -          61.390 (meters)     201.41  (feet)  COMP
 EH2280  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 EH2280
 EH2280  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EH2280
 EH2280.The horizontal coordinates were scaled from a topographic map and have
 EH2280.an estimated accuracy of +/- 6 seconds.
 EH2280
 EH2280.The orthometric height was determined by differential leveling
 EH2280.and adjusted by the National Geodetic Survey in 1992..
 EH2280.No vertical observational check was made to the station.
 EH2280.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EH2280.was located on a no-check spur therefore a value was not computed.
 EH2280
 EH2280.The geoid height was determined by GEOID03.
 EH2280
 EH2280.The dynamic height is computed by dividing the NAVD 88
 EH2280.geopotential number by the normal gravity value computed on the
 EH2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2280.degrees latitude (g = 980.6199 gals.).
 EH2280
 EH2280.The modeled gravity was interpolated from observed gravity values.
 EH2280
 EH2280;                    North         East    Units  Estimated Accuracy
 EH2280;SPC AR S     -   607,710.      431,240.      MT  (+/- 180 meters Scaled)
 EH2280
 EH2280                          SUPERSEDED SURVEY CONTROL
 EH2280
 EH2280  NGVD 29 (??/??/??)   61.472  (m)          201.68   (f) ADJUSTED    2 0
 EH2280
 EH2280.Superseded values are not recommended for survey control.
 EH2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2280.See file dsdata.txt to determine how the superseded data were derived.
 EH2280
 EH2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU229227(NAD 83)
 EH2280_MARKER: Q = CHISELED SQUARE
 EH2280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2280_SP_SET: CULVERT
 EH2280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2280
 EH2280  HISTORY     - Date     Condition        Report By
 EH2280  HISTORY     - UNK      MONUMENTED       USGS
 EH2280  HISTORY     - 1955     GOOD             CGS
 EH2280
 EH2280                          STATION DESCRIPTION
 EH2280
 EH2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2280'5.7 MI E FROM HUMNOKE.
 EH2280'5.7 MILES EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT HUMNOKE,
 EH2280'AT BRUMMITT, 235 FEET EAST OF THE SOUTHEAST CORNER OF THE BRUMMITT
 EH2280'GENERAL STORE, 66 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12
 EH2280'FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, ON THE TOP OF THE
 EH2280'CENTER OF THE CONCRETE HEADWALL OF A 30 INCH PIPE CULVERT UNDER THE
 EH2280'OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1737 ***********************************************************************
 EH1737  DESIGNATION -  20/21
 EH1737  PID         -  EH1737
 EH1737  STATE/COUNTY-  AR/JEFFERSON
 EH1737  USGS QUAD   -  CORNERSTONE (1975)
 EH1737
 EH1737                         *CURRENT SURVEY CONTROL
 EH1737  ___________________________________________________________________
 EH1737* NAD 83(1986)-  34 11 25.     (N)    091 44 36.     (W)     SCALED    
 EH1737* NAVD 88     -        60.020  (meters)     196.92   (feet)  ADJUSTED  
 EH1737  ___________________________________________________________________
 EH1737  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1737  DYNAMIC HT  -          59.961 (meters)     196.72  (feet)  COMP
 EH1737  MODELED GRAV-     979,661.8   (mgal)                       NAVD 88
 EH1737
 EH1737  VERT ORDER  -  SECOND    CLASS 0
 EH1737
 EH1737.The horizontal coordinates were scaled from a topographic map and have
 EH1737.an estimated accuracy of +/- 6 seconds.
 EH1737
 EH1737.The orthometric height was determined by differential leveling
 EH1737.and adjusted by the National Geodetic Survey in August 1993..
 EH1737
 EH1737.The geoid height was determined by GEOID03.
 EH1737
 EH1737.The dynamic height is computed by dividing the NAVD 88
 EH1737.geopotential number by the normal gravity value computed on the
 EH1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1737.degrees latitude (g = 980.6199 gals.).
 EH1737
 EH1737.The modeled gravity was interpolated from observed gravity values.
 EH1737
 EH1737;                    North         East    Units  Estimated Accuracy
 EH1737;SPC AR S     -   569,020.      423,660.      MT  (+/- 180 meters Scaled)
 EH1737
 EH1737                          SUPERSEDED SURVEY CONTROL
 EH1737
 EH1737  NAVD 88 (06/15/91)   60.041  (m)          196.98   (f) UNKNOWN     2 0
 EH1737  NGVD 29 (??/??/??)   60.077  (m)          197.10   (f) ADJUSTED    2 0
 EH1737
 EH1737.Superseded values are not recommended for survey control.
 EH1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1737.See file dsdata.txt to determine how the superseded data were derived.
 EH1737
 EH1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT157839(NAD 83)
 EH1737_MARKER: P = PIPE CAP
 EH1737_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1737_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1737_STAMPING: B M REF 20/21
 EH1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1737
 EH1737  HISTORY     - Date     Condition        Report By
 EH1737  HISTORY     - UNK      MONUMENTED       DOD
 EH1737  HISTORY     - 1940     GOOD             CGS
 EH1737  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1737
 EH1737                          STATION DESCRIPTION
 EH1737
 EH1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1737'1.2 MI W FROM SWAN LAKE.
 EH1737'1.2 MILES WEST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1737'SWAN LAKE, JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD LEADING
 EH1737'THROUGH A FIELD TO THE LEVEE, 2.0 MILES WEST ALONG A ROAD PARALLELING
 EH1737'THE LEVEE, 0.1 MILE WEST ALONG THE LEVEE ROAD, 1.3 MILES WEST OF THE
 EH1737'KING BAYOU FLOODGATE, 27 FEET NORTH OF CONCRETE MILEPOST 20/21, 37
 EH1737'FEET NORTH OF THE CENTERLINE OF THE LEVEE ROAD, AND 1.5 FEET SOUTH OF
 EH1737'A FENCE.  A STANDARD CAP, STAMPED B M 20/21 AND RIVETED ON THE TOP OF
 EH1737'A 3-INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
 EH1737
 EH1737                          STATION RECOVERY (2003)
 EH1737
 EH1737'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1269 ***********************************************************************
 EH1269  DESIGNATION -  203.7
 EH1269  PID         -  EH1269
 EH1269  STATE/COUNTY-  AR/PRAIRIE
 EH1269  USGS QUAD   -  DES ARC EAST (1968)
 EH1269
 EH1269                         *CURRENT SURVEY CONTROL
 EH1269  ___________________________________________________________________
 EH1269* NAD 83(1986)-  34 58 37.     (N)    091 29 52.     (W)     SCALED    
 EH1269* NAVD 88     -        62.04   (+/-2cm)     203.5    (feet)  VERTCON   
 EH1269  ___________________________________________________________________
 EH1269  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH1269
 EH1269  VERT ORDER  -  ? (See Below)
 EH1269
 EH1269.The horizontal coordinates were scaled from a topographic map and have
 EH1269.an estimated accuracy of +/- 6 seconds.
 EH1269
 EH1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1269.The vertical order pertains to the NGVD 29 superseded value.
 EH1269
 EH1269.The geoid height was determined by GEOID03.
 EH1269
 EH1269;                    North         East    Units  Estimated Accuracy
 EH1269;SPC AR S     -   656,370.      445,860.      MT  (+/- 180 meters Scaled)
 EH1269
 EH1269                          SUPERSEDED SURVEY CONTROL
 EH1269
 EH1269  NGVD 29 (??/??/??)   62.034  (m)          203.52   (f) ADJUSTED    ?  
 EH1269
 EH1269.Superseded values are not recommended for survey control.
 EH1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1269.See file dsdata.txt to determine how the superseded data were derived.
 EH1269
 EH1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU371715(NAD 83)
 EH1269_MARKER: N = NAIL
 EH1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1269_SP_SET: OAK TREE
 EH1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1269
 EH1269  HISTORY     - Date     Condition        Report By
 EH1269  HISTORY     - UNK      MONUMENTED       DOD
 EH1269  HISTORY     - 1935     GOOD             CGS
 EH1269
 EH1269                          STATION DESCRIPTION
 EH1269
 EH1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1269'IN DES ARC.
 EH1269'AT DES ARC, PRAIRIE COUNTY, 0.1 MILE WEST OF THE POST OFFICE, AT THE
 EH1269'PRESBYTERIAN CHURCH, 21 FEET EAST OF THE SOUTHEAST CORNER, 60 FEET
 EH1269'NORTH OF THE NORTH CURB OF THE MAIN STREET (STATE HIGHWAY 38), 4 FEET
 EH1269'SOUTH OF THE SOUTH SIDE OF A 36-INCH RED OAK TREE, AND IN THE ROOT. A
 EH1269'CORPS OF ENGINEERS, U.S. ARMY, STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1157 ***********************************************************************
 EH1157  DESIGNATION -  204.6
 EH1157  PID         -  EH1157
 EH1157  STATE/COUNTY-  AR/ST FRANCIS
 EH1157  USGS QUAD   -  WHEATLEY (1971)
 EH1157
 EH1157                         *CURRENT SURVEY CONTROL
 EH1157  ___________________________________________________________________
 EH1157* NAD 83(1986)-  34 54 40.     (N)    091 06 48.     (W)     SCALED    
 EH1157* NAVD 88     -        62.430  (meters)     204.82   (feet)  ADJUSTED  
 EH1157  ___________________________________________________________________
 EH1157  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1157  DYNAMIC HT  -          62.373 (meters)     204.64  (feet)  COMP
 EH1157  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 EH1157
 EH1157  VERT ORDER  -  FIRST     CLASS II
 EH1157
 EH1157.The horizontal coordinates were scaled from a topographic map and have
 EH1157.an estimated accuracy of +/- 6 seconds.
 EH1157
 EH1157.The orthometric height was determined by differential leveling
 EH1157.and adjusted by the National Geodetic Survey in June 1991..
 EH1157
 EH1157.The geoid height was determined by GEOID03.
 EH1157
 EH1157.The dynamic height is computed by dividing the NAVD 88
 EH1157.geopotential number by the normal gravity value computed on the
 EH1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1157.degrees latitude (g = 980.6199 gals.).
 EH1157
 EH1157.The modeled gravity was interpolated from observed gravity values.
 EH1157
 EH1157;                    North         East    Units  Estimated Accuracy
 EH1157;SPC AR N     -    64,470.      481,030.      MT  (+/- 180 meters Scaled)
 EH1157
 EH1157                          SUPERSEDED SURVEY CONTROL
 EH1157
 EH1157  NGVD 29 (??/??/??)   62.428  (m)          204.82   (f) ADJUSTED    1 2
 EH1157
 EH1157.Superseded values are not recommended for survey control.
 EH1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1157.See file dsdata.txt to determine how the superseded data were derived.
 EH1157
 EH1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU723648(NAD 83)
 EH1157_MARKER: Q = CHISELED SQUARE
 EH1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1157_SP_SET: CONCRETE BASE
 EH1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1157
 EH1157  HISTORY     - Date     Condition        Report By
 EH1157  HISTORY     - UNK      MONUMENTED       RIRR
 EH1157  HISTORY     - 1955     GOOD             CGS
 EH1157
 EH1157                          STATION DESCRIPTION
 EH1157
 EH1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1157'IN WHEATLEY.
 EH1157'AT WHEATLEY, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, IN
 EH1157'FRONT OF THE TELEGRAPH OPERATORS WINDOW, A 1 1/2-INCH OUTLINED SQUARE
 EH1157'ON THE TOP OF EAST CORNER OF CONCRETE BASE OF A SIGNAL, 2.6 FEET
 EH1157'SOUTHEAST OF SOUTHEAST WALL OF TELEGRAPH OPERATORS WINDOW, 12 FEET
 EH1157'NORTHWEST OF NORTHWEST RAIL, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND
 EH1157'ABOUT 6 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0741 ***********************************************************************
 FG0741  DESIGNATION -  2046.1
 FG0741  PID         -  FG0741
 FG0741  STATE/COUNTY-  AR/NEWTON
 FG0741  USGS QUAD   -  LURTON (1980)
 FG0741
 FG0741                         *CURRENT SURVEY CONTROL
 FG0741  ___________________________________________________________________
 FG0741* NAD 83(1986)-  35 50 15.     (N)    093 03 42.     (W)     SCALED    
 FG0741* NAVD 88     -       623.77   (+/-2cm)    2046.5    (feet)  VERTCON   
 FG0741  ___________________________________________________________________
 FG0741  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG0741
 FG0741  VERT ORDER  -  ? (See Below)
 FG0741
 FG0741.The horizontal coordinates were scaled from a topographic map and have
 FG0741.an estimated accuracy of +/- 6 seconds.
 FG0741
 FG0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG0741.The vertical order pertains to the NGVD 29 superseded value.
 FG0741
 FG0741.The geoid height was determined by GEOID03.
 FG0741
 FG0741;                    North         East    Units  Estimated Accuracy
 FG0741;SPC AR N     -   167,390.      304,090.      MT  (+/- 180 meters Scaled)
 FG0741
 FG0741                          SUPERSEDED SURVEY CONTROL
 FG0741
 FG0741  NGVD 29 (??/??/92)  623.666  (m)         2046.14   (f) ADJ UNCH    ?  
 FG0741
 FG0741.Superseded values are not recommended for survey control.
 FG0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0741.See file dsdata.txt to determine how the superseded data were derived.
 FG0741
 FG0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV944659(NAD 83)
 FG0741_MARKER: N = NAIL
 FG0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0741_SP_SET: OAK TREE
 FG0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0741
 FG0741  HISTORY     - Date     Condition        Report By
 FG0741  HISTORY     - UNK      MONUMENTED       USGS
 FG0741  HISTORY     - 1935     GOOD             NGS
 FG0741
 FG0741                          STATION DESCRIPTION
 FG0741
 FG0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0741'5.9 MI N FROM LURTON.
 FG0741'5.9 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 FG0741'LURTON, NEWTON COUNTY, AT THE NORTH END OF A SHARP CURVE, 20 FEET WEST
 FG0741'OF THE CENTERLINE OF THE HIGHWAY, AND IN THE BASE OF AN 18-INCH OAK
 FG0741'TREE.  A COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0216 ***********************************************************************
 GE0216  DESIGNATION -  205+00
 GE0216  PID         -  GE0216
 GE0216  STATE/COUNTY-  AR/GREENE
 GE0216  USGS QUAD   -  LAFE (1993)
 GE0216
 GE0216                         *CURRENT SURVEY CONTROL
 GE0216  ___________________________________________________________________
 GE0216* NAD 83(1986)-  36 14 22.     (N)    090 32 59.     (W)     SCALED    
 GE0216* NAVD 88     -        87.684  (meters)     287.68   (feet)  ADJUSTED  
 GE0216  ___________________________________________________________________
 GE0216  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE0216  DYNAMIC HT  -          87.612 (meters)     287.44  (feet)  COMP
 GE0216  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GE0216
 GE0216  VERT ORDER  -  FIRST     CLASS II
 GE0216
 GE0216.The horizontal coordinates were scaled from a topographic map and have
 GE0216.an estimated accuracy of +/- 6 seconds.
 GE0216
 GE0216.The orthometric height was determined by differential leveling
 GE0216.and adjusted by the National Geodetic Survey in June 1991..
 GE0216
 GE0216.The geoid height was determined by GEOID03.
 GE0216
 GE0216.The dynamic height is computed by dividing the NAVD 88
 GE0216.geopotential number by the normal gravity value computed on the
 GE0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0216.degrees latitude (g = 980.6199 gals.).
 GE0216
 GE0216.The modeled gravity was interpolated from observed gravity values.
 GE0216
 GE0216;                    North         East    Units  Estimated Accuracy
 GE0216;SPC AR N     -   212,430.      530,360.      MT  (+/- 180 meters Scaled)
 GE0216
 GE0216                          SUPERSEDED SURVEY CONTROL
 GE0216
 GE0216  NGVD 29 (??/??/92)   87.676  (m)          287.65   (f) ADJ UNCH    1 2
 GE0216
 GE0216.Superseded values are not recommended for survey control.
 GE0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0216.See file dsdata.txt to determine how the superseded data were derived.
 GE0216
 GE0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA201132(NAD 83)
 GE0216_MARKER: Z = SEE DESCRIPTION
 GE0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0216_SP_SET: MILE POST
 GE0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0216
 GE0216  HISTORY     - Date     Condition        Report By
 GE0216  HISTORY     - UNK      MONUMENTED       MPRR
 GE0216  HISTORY     - 1956     GOOD             NGS
 GE0216  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE0216
 GE0216                          STATION DESCRIPTION
 GE0216
 GE0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0216'6.4 MI SE FROM KNOBEL.
 GE0216'6.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0216'STATION AT KNOBEL, ABOUT 0.2 MILE SOUTHEAST OF ROAD CROSSING AT
 GE0216'STONEWALL, 8 1/4 FEET SOUTHWEST OF SOUTHWEST RAIL, 475 FEET
 GE0216'SOUTHEAST OF SOUTHEAST FACE OF THE SOUTHEAST CONCRETE PIER OF
 GE0216'RAILROAD BRIDGE NO. 204.9 OVER CACHE RIVER MAIN CANAL, SOUTH
 GE0216'AND ACROSS TRACK FROM MILE POLE 205, ABOUT 1 1/2 FEET BELOW
 GE0216'LEVEL OF TRACK AND IS A 1/4-INCH COPPER PLUG IN THE TOP OF AN
 GE0216'8 BY 8-INCH MILE POST PROJECTING 8 INCHES.  A 1/4-INCH COPPER
 GE0216'PLUG IN MILE POST.
 GE0216
 GE0216                          STATION RECOVERY (2002)
 GE0216
 GE0216'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0216'RR IS ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0738 ***********************************************************************
 FG0738  DESIGNATION -  2060.4
 FG0738  PID         -  FG0738
 FG0738  STATE/COUNTY-  AR/NEWTON
 FG0738  USGS QUAD   -  LURTON (1980)
 FG0738
 FG0738                         *CURRENT SURVEY CONTROL
 FG0738  ___________________________________________________________________
 FG0738* NAD 83(1986)-  35 48 11.     (N)    093 03 38.     (W)     SCALED    
 FG0738* NAVD 88     -       628.16   (+/-2cm)    2060.9    (feet)  VERTCON   
 FG0738  ___________________________________________________________________
 FG0738  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0738
 FG0738  VERT ORDER  -  ? (See Below)
 FG0738
 FG0738.The horizontal coordinates were scaled from a topographic map and have
 FG0738.an estimated accuracy of +/- 6 seconds.
 FG0738
 FG0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG0738.The vertical order pertains to the NGVD 29 superseded value.
 FG0738
 FG0738.The geoid height was determined by GEOID03.
 FG0738
 FG0738;                    North         East    Units  Estimated Accuracy
 FG0738;SPC AR N     -   163,570.      304,150.      MT  (+/- 180 meters Scaled)
 FG0738
 FG0738                          SUPERSEDED SURVEY CONTROL
 FG0738
 FG0738  NGVD 29 (??/??/92)  628.051  (m)         2060.53   (f) ADJ UNCH    ?  
 FG0738
 FG0738.Superseded values are not recommended for survey control.
 FG0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0738.See file dsdata.txt to determine how the superseded data were derived.
 FG0738
 FG0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV945621(NAD 83)
 FG0738_MARKER: N = NAIL
 FG0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0738_SP_SET: OAK TREE
 FG0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0738
 FG0738  HISTORY     - Date     Condition        Report By
 FG0738  HISTORY     - UNK      MONUMENTED       USGS
 FG0738  HISTORY     - 1935     GOOD             NGS
 FG0738
 FG0738                          STATION DESCRIPTION
 FG0738
 FG0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0738'2.8 MI N FROM LURTON.
 FG0738'2.8 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 FG0738'LURTON, NEWTON COUNTY, NEAR A CAMP GROUND, IN THE NORTHWEST CORNER OF
 FG0738'THE COOP BEAR BARNYARD, 25 FEET EAST OF THE HIGHWAY, AND IN THE BASE
 FG0738'OF A 26-INCH OAK TREE.  A COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0734 ***********************************************************************
 FG0734  DESIGNATION -  2061.3
 FG0734  PID         -  FG0734
 FG0734  STATE/COUNTY-  AR/NEWTON
 FG0734  USGS QUAD   -  LURTON (1980)
 FG0734
 FG0734                         *CURRENT SURVEY CONTROL
 FG0734  ___________________________________________________________________
 FG0734* NAD 83(1986)-  35 46 54.     (N)    093 03 56.     (W)     SCALED    
 FG0734* NAVD 88     -       628.495  (meters)    2061.99   (feet)  ADJUSTED  
 FG0734  ___________________________________________________________________
 FG0734  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0734  DYNAMIC HT  -         627.880 (meters)    2059.97  (feet)  COMP
 FG0734  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FG0734
 FG0734  VERT ORDER  -  SECOND    CLASS 0
 FG0734
 FG0734.The horizontal coordinates were scaled from a topographic map and have
 FG0734.an estimated accuracy of +/- 6 seconds.
 FG0734
 FG0734.The orthometric height was determined by differential leveling
 FG0734.and adjusted by the National Geodetic Survey in June 1991..
 FG0734
 FG0734.The geoid height was determined by GEOID03.
 FG0734
 FG0734.The dynamic height is computed by dividing the NAVD 88
 FG0734.geopotential number by the normal gravity value computed on the
 FG0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0734.degrees latitude (g = 980.6199 gals.).
 FG0734
 FG0734.The modeled gravity was interpolated from observed gravity values.
 FG0734
 FG0734;                    North         East    Units  Estimated Accuracy
 FG0734;SPC AR N     -   161,200.      303,670.      MT  (+/- 180 meters Scaled)
 FG0734
 FG0734                          SUPERSEDED SURVEY CONTROL
 FG0734
 FG0734  NGVD 29 (??/??/92)  628.398  (m)         2061.67   (f) ADJ UNCH    2 0
 FG0734
 FG0734.Superseded values are not recommended for survey control.
 FG0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0734.See file dsdata.txt to determine how the superseded data were derived.
 FG0734
 FG0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV940597(NAD 83)
 FG0734_MARKER: N = NAIL
 FG0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0734_SP_SET: PEACH TREE
 FG0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0734
 FG0734  HISTORY     - Date     Condition        Report By
 FG0734  HISTORY     - UNK      MONUMENTED       USGS
 FG0734
 FG0734                          STATION DESCRIPTION
 FG0734
 FG0734'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 FG0734'1.1 MI NE FROM LURTON.
 FG0734'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 FG0734'LURTON, NEWTON COUNTY, AT THE NORTHEAST END OF A SHARP CURVE, AT THE
 FG0734'INTERSECTION OF A ROAD LEADING SOUTH, 20 FEET SOUTH OF THE CENTERLINE
 FG0734'OF THE HIGHWAY, 10 FEET SOUTHWEST OF THE ROAD, 110 FEET NORTHWEST OF A
 FG0734'WELL, AND IN THE BASE OF A 10-INCH PEACH TREE.  A COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1920 ***********************************************************************
 EH1920  DESIGNATION -  207.1
 EH1920  PID         -  EH1920
 EH1920  STATE/COUNTY-  AR/PRAIRIE
 EH1920  USGS QUAD   -  DES ARC WEST (1994)
 EH1920
 EH1920                         *CURRENT SURVEY CONTROL
 EH1920  ___________________________________________________________________
 EH1920* NAD 83(1986)-  34 59 37.     (N)    091 37 18.     (W)     SCALED    
 EH1920* NAVD 88     -        63.07   (+/-2cm)     206.9    (feet)  VERTCON   
 EH1920  ___________________________________________________________________
 EH1920  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EH1920
 EH1920  VERT ORDER  -  ? (See Below)
 EH1920
 EH1920.The horizontal coordinates were scaled from a topographic map and have
 EH1920.an estimated accuracy of +/- 6 seconds.
 EH1920
 EH1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1920.The vertical order pertains to the NGVD 29 superseded value.
 EH1920
 EH1920.The geoid height was determined by GEOID03.
 EH1920
 EH1920;                    North         East    Units  Estimated Accuracy
 EH1920;SPC AR S     -   658,170.      434,540.      MT  (+/- 180 meters Scaled)
 EH1920
 EH1920                          SUPERSEDED SURVEY CONTROL
 EH1920
 EH1920  NGVD 29 (??/??/??)   63.073  (m)          206.93   (f) ADJUSTED    ?  
 EH1920
 EH1920.Superseded values are not recommended for survey control.
 EH1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1920.See file dsdata.txt to determine how the superseded data were derived.
 EH1920
 EH1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU257732(NAD 83)
 EH1920_MARKER: N = NAIL
 EH1920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1920_SP_SET: OAK TREE
 EH1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1920
 EH1920  HISTORY     - Date     Condition        Report By
 EH1920  HISTORY     - UNK      MONUMENTED       DOD
 EH1920  HISTORY     - 1937     GOOD             CGS
 EH1920
 EH1920                          STATION DESCRIPTION
 EH1920
 EH1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 EH1920'6.7 MI E FROM HICKORY PLAINS.
 EH1920'6.7 MILES EAST ALONG THE DES ARC ROAD FROM THE POST OFFICE AT HICKORY
 EH1920'PLAINS, AT THE W. F. CAMPBELL RESIDENCE, 124 FEET NORTHWEST OF THE
 EH1920'NORTHWEST CORNER OF THE HOUSE, 58 FEET WEST OF THE CENTERLINE OF THE
 EH1920'DRIVEWAY, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN THE
 EH1920'NORTHWEST ROOT OF A 28-INCH POST-OAK TREE.  A CORPS OF ENGINEERS, U.S.
 EH1920'ARMY, STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1145 ***********************************************************************
 EH1145  DESIGNATION -  209
 EH1145  PID         -  EH1145
 EH1145  STATE/COUNTY-  AR/MONROE
 EH1145  USGS QUAD   -  BRINKLEY (1971)
 EH1145
 EH1145                         *CURRENT SURVEY CONTROL
 EH1145  ___________________________________________________________________
 EH1145* NAD 83(1986)-  34 53 17.     (N)    091 11 27.     (W)     SCALED    
 EH1145* NAVD 88     -        63.683  (meters)     208.93   (feet)  ADJUSTED  
 EH1145  ___________________________________________________________________
 EH1145  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1145  DYNAMIC HT  -          63.625 (meters)     208.74  (feet)  COMP
 EH1145  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 EH1145
 EH1145  VERT ORDER  -  FIRST     CLASS II
 EH1145
 EH1145.The horizontal coordinates were scaled from a topographic map and have
 EH1145.an estimated accuracy of +/- 6 seconds.
 EH1145
 EH1145.The orthometric height was determined by differential leveling
 EH1145.and adjusted by the National Geodetic Survey in June 1991..
 EH1145.WARNING-Repeat measurements at this control monument indicate possible
 EH1145.vertical movement.
 EH1145
 EH1145.The geoid height was determined by GEOID03.
 EH1145
 EH1145.The dynamic height is computed by dividing the NAVD 88
 EH1145.geopotential number by the normal gravity value computed on the
 EH1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1145.degrees latitude (g = 980.6199 gals.).
 EH1145
 EH1145.The modeled gravity was interpolated from observed gravity values.
 EH1145
 EH1145;                    North         East    Units  Estimated Accuracy
 EH1145;SPC AR S     -   646,680.      473,970.      MT  (+/- 180 meters Scaled)
 EH1145
 EH1145                          SUPERSEDED SURVEY CONTROL
 EH1145
 EH1145  NGVD 29 (??/??/??)   63.685  (m)          208.94   (f) ADJUSTED    1 2
 EH1145
 EH1145.Superseded values are not recommended for survey control.
 EH1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1145.See file dsdata.txt to determine how the superseded data were derived.
 EH1145
 EH1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU653621(NAD 83)
 EH1145_MARKER: X = CHISELED CROSS
 EH1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1145_SP_SET: PLATFORM
 EH1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1145
 EH1145  HISTORY     - Date     Condition        Report By
 EH1145  HISTORY     - UNK      MONUMENTED       USGS
 EH1145  HISTORY     - 1955     GOOD             CGS
 EH1145
 EH1145                          STATION DESCRIPTION
 EH1145
 EH1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1145'IN BRINKLEY.
 EH1145'AT BRINKLEY, AT THE INTERSECTION OF THE CHICAGO, ROCK ISLAND AND
 EH1145'PACIFIC RAILROAD AND THE ST. LOUIS SOUTHWESTERN RAILWAY, A 1 1/2 INCH
 EH1145'CHISELED CROSS IN THE TOP OF NORTHEAST CORNER OF RAILROAD STATION
 EH1145'PLATFORM, 7.2 FEET SOUTHWEST OF INTERSECTION OF THE NEAR RAILS OF
 EH1145'TRACKS, 2 FEET SOUTHEAST OF SOUTHEAST RAIL OF C.R.I. AND P. RR, 5 1/2
 EH1145'FEET WEST OF THE WEST RAIL OF ST. L. SW RR, 85 FEET NORTHEAST OF NORTH
 EH1145'CORNER OF UNION STATION BUILDING AND ABOUT 1/3 FOOT BELOW TOP OF
 EH1145'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0210 ***********************************************************************
 GE0210  DESIGNATION -  209+11
 GE0210  PID         -  GE0210
 GE0210  STATE/COUNTY-  AR/GREENE
 GE0210  USGS QUAD   -  LAFE (1993)
 GE0210
 GE0210                         *CURRENT SURVEY CONTROL
 GE0210  ___________________________________________________________________
 GE0210* NAD 83(1986)-  36 11 28.     (N)    090 30 37.     (W)     SCALED    
 GE0210* NAVD 88     -       102.900  (meters)     337.60   (feet)  ADJUSTED  
 GE0210  ___________________________________________________________________
 GE0210  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GE0210  DYNAMIC HT  -         102.815 (meters)     337.32  (feet)  COMP
 GE0210  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GE0210
 GE0210  VERT ORDER  -  FIRST     CLASS II
 GE0210
 GE0210.The horizontal coordinates were scaled from a topographic map and have
 GE0210.an estimated accuracy of +/- 6 seconds.
 GE0210
 GE0210.The orthometric height was determined by differential leveling
 GE0210.and adjusted by the National Geodetic Survey in June 1991..
 GE0210
 GE0210.The geoid height was determined by GEOID03.
 GE0210
 GE0210.The dynamic height is computed by dividing the NAVD 88
 GE0210.geopotential number by the normal gravity value computed on the
 GE0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0210.degrees latitude (g = 980.6199 gals.).
 GE0210
 GE0210.The modeled gravity was interpolated from observed gravity values.
 GE0210
 GE0210;                    North         East    Units  Estimated Accuracy
 GE0210;SPC AR N     -   207,130.      533,990.      MT  (+/- 180 meters Scaled)
 GE0210
 GE0210                          SUPERSEDED SURVEY CONTROL
 GE0210
 GE0210  NGVD 29 (??/??/92)  102.890  (m)          337.56   (f) ADJ UNCH    1 2
 GE0210
 GE0210.Superseded values are not recommended for survey control.
 GE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0210.See file dsdata.txt to determine how the superseded data were derived.
 GE0210
 GE0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA238080(NAD 83)
 GE0210_MARKER: R = RIVET
 GE0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0210_SP_SET: CULVERT
 GE0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0210+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 GE0210
 GE0210  HISTORY     - Date     Condition        Report By
 GE0210  HISTORY     - UNK      MONUMENTED       MPRR
 GE0210  HISTORY     - 1956     GOOD             NGS
 GE0210  HISTORY     - 20020918 GOOD             USACE
 GE0210
 GE0210                          STATION DESCRIPTION
 GE0210
 GE0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0210'10.2 MI NW FROM PARAGOULD.
 GE0210'10.25 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0210'THE STATION AT PARAGOULD, ABOUT 10.65 MILES SOUTHEAST OF THE
 GE0210'STATION AT KNOBEL, ABOUT 0.65 MILE NORTHEAST OF OVERPASS OF
 GE0210'STATE HIGHWAY 135 OVER TRACK, IN THE TOP OF CENTER OF SOUTHEAST HEAD
 GE0210'WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER TRACK, 22 1/2 FEET
 GE0210'SOUTHEAST OF SOUTHEAST RAIL, 62 FEET NORTHWEST OF CENTER LINE
 GE0210'OF HIGHWAY 135, 20 FEET WEST OF TELEPHONE POLE NO. 209/11 AND
 GE0210'ABOUT 9 FEET BELOW LEVEL OF TRACK.
 GE0210
 GE0210                          STATION RECOVERY (2002)
 GE0210
 GE0210'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0210'TO REACH THE STATION FROM THE INTERSECTION OF HWY 135 AND 34 AT S EDGE
 GE0210'OF LAFE, GO S ALONG HWY 135 FOR 0.8 MI TO MARK ON RIGHT.
 GE0210'MARK IS 2 FT S OF BM V188.
 GE0210' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1323 ***********************************************************************
 FF1323  DESIGNATION -  21 BLS
 FF1323  PID         -  FF1323
 FF1323  STATE/COUNTY-  AR/WHITE
 FF1323  USGS QUAD   -  JUDSONIA (1994)
 FF1323
 FF1323                         *CURRENT SURVEY CONTROL
 FF1323  ___________________________________________________________________
 FF1323* NAD 83(1986)-  35 17 49.     (N)    091 38 00.     (W)     SCALED    
 FF1323* NAVD 88     -        99.915  (meters)     327.80   (feet)  ADJUSTED  
 FF1323  ___________________________________________________________________
 FF1323  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1323  DYNAMIC HT  -          99.826 (meters)     327.51  (feet)  COMP
 FF1323  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 FF1323
 FF1323  VERT ORDER  -  SECOND    CLASS 0
 FF1323
 FF1323.The horizontal coordinates were scaled from a topographic map and have
 FF1323.an estimated accuracy of +/- 6 seconds.
 FF1323
 FF1323.The orthometric height was determined by differential leveling
 FF1323.and adjusted by the National Geodetic Survey in June 1991..
 FF1323
 FF1323.The geoid height was determined by GEOID03.
 FF1323
 FF1323.The dynamic height is computed by dividing the NAVD 88
 FF1323.geopotential number by the normal gravity value computed on the
 FF1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1323.degrees latitude (g = 980.6199 gals.).
 FF1323
 FF1323.The modeled gravity was interpolated from observed gravity values.
 FF1323
 FF1323;                    North         East    Units  Estimated Accuracy
 FF1323;SPC AR N     -   106,970.      433,350.      MT  (+/- 180 meters Scaled)
 FF1323
 FF1323                          SUPERSEDED SURVEY CONTROL
 FF1323
 FF1323  NGVD 29 (??/??/??)   99.866  (m)          327.64   (f) ADJUSTED    2 0
 FF1323
 FF1323.Superseded values are not recommended for survey control.
 FF1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1323.See file dsdata.txt to determine how the superseded data were derived.
 FF1323
 FF1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV242068(NAD 83)
 FF1323_MARKER: DD = SURVEY DISK
 FF1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1323_STAMPING: 21 BLS 1960
 FF1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1323+STABILITY: SURFACE MOTION
 FF1323
 FF1323  HISTORY     - Date     Condition        Report By
 FF1323  HISTORY     - 1960     MONUMENTED       USGS
 FF1323  HISTORY     - 1962     GOOD             CGS
 FF1323  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF1323
 FF1323                          STATION DESCRIPTION
 FF1323
 FF1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1323'2.4 MI N FROM JUDSONIA.
 FF1323'0.4 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1323'THE STATION AT JUDSONIA, THENCE 1.5 MILES NORTH ALONG A DIRT
 FF1323'ROAD, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, 90 FEET EAST OF
 FF1323'THE CENTER OF STATE HIGHWAY 157, 61 FEET WEST OF A POWER POLE,
 FF1323'37.5 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 9 FEET SOUTHWEST OF
 FF1323'AN OLD FOUNDATION, 9 FEET SOUTHWEST OF A METAL WITNESS POST,
 FF1323'ABOUT 1 FOOT ABOVE THE LEVEL OF DIRT ROAD, SET IN TOP OF A
 FF1323'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FF1323
 FF1323                          STATION RECOVERY (1990)
 FF1323
 FF1323'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0823 ***********************************************************************
 DK0823  DESIGNATION -  21 DRL
 DK0823  PID         -  DK0823
 DK0823  STATE/COUNTY-  AR/ARKANSAS
 DK0823  USGS QUAD   -  YANCOPIN (1972)
 DK0823
 DK0823                         *CURRENT SURVEY CONTROL
 DK0823  ___________________________________________________________________
 DK0823* NAD 83(1986)-  33 59 43.     (N)    091 10 10.     (W)     SCALED    
 DK0823* NAVD 88     -        52.489  (meters)     172.21   (feet)  ADJUSTED  
 DK0823  ___________________________________________________________________
 DK0823  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK0823  DYNAMIC HT  -          52.436 (meters)     172.03  (feet)  COMP
 DK0823  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 DK0823
 DK0823  VERT ORDER  -  FIRST     CLASS II
 DK0823
 DK0823.The horizontal coordinates were scaled from a topographic map and have
 DK0823.an estimated accuracy of +/- 6 seconds.
 DK0823
 DK0823.The orthometric height was determined by differential leveling
 DK0823.and adjusted by the National Geodetic Survey in June 1991..
 DK0823
 DK0823.The geoid height was determined by GEOID03.
 DK0823
 DK0823.The dynamic height is computed by dividing the NAVD 88
 DK0823.geopotential number by the normal gravity value computed on the
 DK0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0823.degrees latitude (g = 980.6199 gals.).
 DK0823
 DK0823.The modeled gravity was interpolated from observed gravity values.
 DK0823
 DK0823;                    North         East    Units  Estimated Accuracy
 DK0823;SPC AR S     -   547,670.      476,730.      MT  (+/- 180 meters Scaled)
 DK0823
 DK0823                          SUPERSEDED SURVEY CONTROL
 DK0823
 DK0823  NGVD 29 (??/??/??)   52.546  (m)          172.39   (f) ADJUSTED    1 2
 DK0823
 DK0823.Superseded values are not recommended for survey control.
 DK0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0823.See file dsdata.txt to determine how the superseded data were derived.
 DK0823
 DK0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT690631(NAD 83)
 DK0823_MARKER: DD = SURVEY DISK
 DK0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0823_SP_SET: BRIDGE ABUTMENT
 DK0823_STAMPING: 21 DRL 1965
 DK0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0823
 DK0823  HISTORY     - Date     Condition        Report By
 DK0823  HISTORY     - 1965     MONUMENTED       USGS
 DK0823  HISTORY     - 1976     GOOD             NGS
 DK0823
 DK0823                          STATION DESCRIPTION
 DK0823
 DK0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0823'4.7 MI NE FROM YANCOPIN.
 DK0823'4.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE OLD
 DK0823'POST OFFICE IN YANCOPIN, SET IN THE TOP OF THE SOUTHWEST ABUTMENT OF
 DK0823'BRIDGE OVER WHITE RIVER, 28 FEET SOUTHWEST OF A TELEPHONE POLE, 25
 DK0823'FEET NORTH OF A METAL WARNING SIGN, AND 7 FEET NORTHWEST OF THE
 DK0823'NORTHWEST RAIL.  2 FEET BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1121 ***********************************************************************
 EH1121  DESIGNATION -  21 F
 EH1121  PID         -  EH1121
 EH1121  STATE/COUNTY-  AR/PRAIRIE
 EH1121  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1121
 EH1121                         *CURRENT SURVEY CONTROL
 EH1121  ___________________________________________________________________
 EH1121* NAD 83(1986)-  34 49 59.     (N)    091 22 36.     (W)     SCALED    
 EH1121* NAVD 88     -        55.962  (meters)     183.60   (feet)  ADJUSTED  
 EH1121  ___________________________________________________________________
 EH1121  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1121  DYNAMIC HT  -          55.909 (meters)     183.43  (feet)  COMP
 EH1121  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 EH1121
 EH1121  VERT ORDER  -  FIRST     CLASS II
 EH1121
 EH1121.The horizontal coordinates were scaled from a topographic map and have
 EH1121.an estimated accuracy of +/- 6 seconds.
 EH1121
 EH1121.The orthometric height was determined by differential leveling
 EH1121.and adjusted by the National Geodetic Survey in June 1991..
 EH1121
 EH1121.The geoid height was determined by GEOID03.
 EH1121
 EH1121.The dynamic height is computed by dividing the NAVD 88
 EH1121.geopotential number by the normal gravity value computed on the
 EH1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1121.degrees latitude (g = 980.6199 gals.).
 EH1121
 EH1121.The modeled gravity was interpolated from observed gravity values.
 EH1121
 EH1121;                    North         East    Units  Estimated Accuracy
 EH1121;SPC AR S     -   640,460.      457,020.      MT  (+/- 180 meters Scaled)
 EH1121
 EH1121                          SUPERSEDED SURVEY CONTROL
 EH1121
 EH1121  NGVD 29 (??/??/??)   55.962  (m)          183.60   (f) ADJUSTED    1 2
 EH1121
 EH1121.Superseded values are not recommended for survey control.
 EH1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1121.See file dsdata.txt to determine how the superseded data were derived.
 EH1121
 EH1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU484557(NAD 83)
 EH1121_MARKER: X = CHISELED CROSS
 EH1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1121_SP_SET: PIER
 EH1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1121
 EH1121  HISTORY     - Date     Condition        Report By
 EH1121  HISTORY     - UNK      MONUMENTED       DOD
 EH1121  HISTORY     - 1955     GOOD             CGS
 EH1121
 EH1121                          STATION DESCRIPTION
 EH1121
 EH1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1121'IN BRASFIELD.
 EH1121'AT BRASFIELD, ABOUT 150 YARDS NORTHEAST ALONG THE CHICAGO, ROCK ISLAND
 EH1121'AND PACIFIC RAILROAD FROM THE STATION SIGN AND ROAD CROSSING, A
 EH1121'CHISELED CROSS WITHIN A 1 1/2-INCH CHISELED SQUARE ON THE TOP AND 1
 EH1121'FOOT SOUTHEAST OF THE NORTHWEST POINTED END OF THE SECOND PIER
 EH1121'SOUTHWEST OF NORTHEAST END OF RAILROAD BRIDGE NO. 805 OVER CACHE RIVER
 EH1121'(MONROE-PRAIRIE COUNTY-LINE), ABOUT 11 FEET NORTHWEST OF NORTHWEST
 EH1121'RAIL AND ABOUT 6 FEET BELOW LEVEL OF TRACK.  NOTE-- THE FOLLOWING IS
 EH1121'CHISELED IN TOP OF PIER U S B M NO 21 F JUST SOUTHEAST OF THE CROSS
 EH1121'THE SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0131 ***********************************************************************
 FG0131  DESIGNATION -  21 RHM
 FG0131  PID         -  FG0131
 FG0131  STATE/COUNTY-  AR/FAULKNER
 FG0131  USGS QUAD   -  ENOLA (1982)
 FG0131
 FG0131                         *CURRENT SURVEY CONTROL
 FG0131  ___________________________________________________________________
 FG0131* NAD 83(1986)-  35 09 32.     (N)    092 11 32.     (W)     SCALED    
 FG0131* NAVD 88     -       101.850  (meters)     334.15   (feet)  ADJUSTED  
 FG0131  ___________________________________________________________________
 FG0131  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FG0131  DYNAMIC HT  -         101.755 (meters)     333.84  (feet)  COMP
 FG0131  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 FG0131
 FG0131  VERT ORDER  -  SECOND    CLASS 0
 FG0131
 FG0131.The horizontal coordinates were scaled from a topographic map and have
 FG0131.an estimated accuracy of +/- 6 seconds.
 FG0131
 FG0131.The orthometric height was determined by differential leveling
 FG0131.and adjusted by the National Geodetic Survey in June 1991..
 FG0131
 FG0131.The geoid height was determined by GEOID03.
 FG0131
 FG0131.The dynamic height is computed by dividing the NAVD 88
 FG0131.geopotential number by the normal gravity value computed on the
 FG0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0131.degrees latitude (g = 980.6199 gals.).
 FG0131
 FG0131.The modeled gravity was interpolated from observed gravity values.
 FG0131
 FG0131;                    North         East    Units  Estimated Accuracy
 FG0131;SPC AR N     -    91,610.      382,490.      MT  (+/- 180 meters Scaled)
 FG0131
 FG0131                          SUPERSEDED SURVEY CONTROL
 FG0131
 FG0131  NGVD 29 (??/??/92)  101.840  (m)          334.12   (f) ADJ UNCH    2 0
 FG0131
 FG0131.Superseded values are not recommended for survey control.
 FG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0131.See file dsdata.txt to determine how the superseded data were derived.
 FG0131
 FG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU735909(NAD 83)
 FG0131_MARKER: DB = BENCH MARK DISK
 FG0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0131_STAMPING: 21 RHM 1960
 FG0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0131+STABILITY: SURFACE MOTION
 FG0131
 FG0131  HISTORY     - Date     Condition        Report By
 FG0131  HISTORY     - 1960     MONUMENTED       USGS
 FG0131  HISTORY     - 1962     GOOD             NGS
 FG0131  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0131
 FG0131                          STATION DESCRIPTION
 FG0131
 FG0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0131'6.85 MI SW FROM MOUNT VERNON.
 FG0131'6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0131'MOUNT VERNON, 0.05 MILE SOUTH OF A DIRT ROAD LEADING SOUTH, 40 FEET
 FG0131'SOUTH OF CENTERLINE OF THE HIGHWAY, 3.6 FEET WEST OF A POWER POLE, SET
 FG0131'IN TOP OF A SQUARE CONCRETE POST.
 FG0131
 FG0131                          STATION RECOVERY (1989)
 FG0131
 FG0131'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0209 ***********************************************************************
 GE0209  DESIGNATION -  210+00
 GE0209  PID         -  GE0209
 GE0209  STATE/COUNTY-  AR/GREENE
 GE0209  USGS QUAD   -  LAFE (1993)
 GE0209
 GE0209                         *CURRENT SURVEY CONTROL
 GE0209  ___________________________________________________________________
 GE0209* NAD 83(1986)-  36 11 00.     (N)    090 30 50.     (W)     SCALED    
 GE0209* NAVD 88     -       112.915  (meters)     370.46   (feet)  ADJUSTED  
 GE0209  ___________________________________________________________________
 GE0209  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GE0209  DYNAMIC HT  -         112.821 (meters)     370.15  (feet)  COMP
 GE0209  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GE0209
 GE0209  VERT ORDER  -  FIRST     CLASS II
 GE0209
 GE0209.The horizontal coordinates were scaled from a topographic map and have
 GE0209.an estimated accuracy of +/- 6 seconds.
 GE0209
 GE0209.The orthometric height was determined by differential leveling
 GE0209.and adjusted by the National Geodetic Survey in June 1991..
 GE0209
 GE0209.The geoid height was determined by GEOID03.
 GE0209
 GE0209.The dynamic height is computed by dividing the NAVD 88
 GE0209.geopotential number by the normal gravity value computed on the
 GE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0209.degrees latitude (g = 980.6199 gals.).
 GE0209
 GE0209.The modeled gravity was interpolated from observed gravity values.
 GE0209
 GE0209;                    North         East    Units  Estimated Accuracy
 GE0209;SPC AR N     -   206,260.      533,680.      MT  (+/- 180 meters Scaled)
 GE0209
 GE0209                          SUPERSEDED SURVEY CONTROL
 GE0209
 GE0209  NGVD 29 (??/??/92)  112.904  (m)          370.42   (f) ADJ UNCH    1 2
 GE0209
 GE0209.Superseded values are not recommended for survey control.
 GE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0209.See file dsdata.txt to determine how the superseded data were derived.
 GE0209
 GE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA235071(NAD 83)
 GE0209_MARKER: Z = SEE DESCRIPTION
 GE0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0209_SP_SET: WOOD POST
 GE0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0209
 GE0209  HISTORY     - Date     Condition        Report By
 GE0209  HISTORY     - UNK      MONUMENTED       MPRR
 GE0209  HISTORY     - 1956     GOOD             NGS
 GE0209  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE0209
 GE0209                          STATION DESCRIPTION
 GE0209
 GE0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0209'9.6 MI NW FROM PARAGOULD.
 GE0209'9.55 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0209'STATION AT PARAGOULD, 20 FEET WEST OF WEST RAIL, 112 FEET NORTH
 GE0209'OF NORTH END OF FIRST PIER WEST OF TRACK OF STATE HIGHWAY 135
 GE0209'OVERPASS OVER TRACK, 82 FEET SOUTHWEST AND ACROSS TRACK FROM
 GE0209'MILE POLE 210, ABOUT LEVEL WITH TRACK AND IS A 1/4-INCH COPPER
 GE0209'PLUG IN THE TOP OF A 8 BY 8-INCH MILE POST PROJECTING 12 INCHES.
 GE0209'A 1/4-INCH COPPER PLUG IN MILE POST.
 GE0209
 GE0209                          STATION RECOVERY (2002)
 GE0209
 GE0209'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0736 ***********************************************************************
 FG0736  DESIGNATION -  2104
 FG0736  PID         -  FG0736
 FG0736  STATE/COUNTY-  AR/NEWTON
 FG0736  USGS QUAD   -  LURTON (1980)
 FG0736
 FG0736                         *CURRENT SURVEY CONTROL
 FG0736  ___________________________________________________________________
 FG0736* NAD 83(1986)-  35 47 14.     (N)    093 03 47.     (W)     SCALED    
 FG0736* NAVD 88     -       641.380  (meters)    2104.26   (feet)  ADJUSTED  
 FG0736  ___________________________________________________________________
 FG0736  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0736  DYNAMIC HT  -         640.752 (meters)    2102.20  (feet)  COMP
 FG0736  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 FG0736
 FG0736  VERT ORDER  -  SECOND    CLASS 0
 FG0736
 FG0736.The horizontal coordinates were scaled from a topographic map and have
 FG0736.an estimated accuracy of +/- 6 seconds.
 FG0736
 FG0736.The orthometric height was determined by differential leveling
 FG0736.and adjusted by the National Geodetic Survey in June 1991..
 FG0736
 FG0736.The geoid height was determined by GEOID03.
 FG0736
 FG0736.The dynamic height is computed by dividing the NAVD 88
 FG0736.geopotential number by the normal gravity value computed on the
 FG0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0736.degrees latitude (g = 980.6199 gals.).
 FG0736
 FG0736.The modeled gravity was interpolated from observed gravity values.
 FG0736
 FG0736;                    North         East    Units  Estimated Accuracy
 FG0736;SPC AR N     -   161,820.      303,900.      MT  (+/- 180 meters Scaled)
 FG0736
 FG0736                          SUPERSEDED SURVEY CONTROL
 FG0736
 FG0736  NGVD 29 (??/??/92)  641.282  (m)         2103.94   (f) ADJ UNCH    2 0
 FG0736
 FG0736.Superseded values are not recommended for survey control.
 FG0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0736.See file dsdata.txt to determine how the superseded data were derived.
 FG0736
 FG0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV943603(NAD 83)
 FG0736_MARKER: N = NAIL
 FG0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0736_SP_SET: SYCAMORE TREE
 FG0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0736
 FG0736  HISTORY     - Date     Condition        Report By
 FG0736  HISTORY     - UNK      MONUMENTED       USGS
 FG0736  HISTORY     - 1935     GOOD             NGS
 FG0736
 FG0736                          STATION DESCRIPTION
 FG0736
 FG0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0736'1.6 MI N FROM LURTON.
 FG0736'1.6 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 FG0736'LURTON, NEWTON COUNTY, AT THE JUNCTION OF THE BASS ROAD, 88 FEET EAST
 FG0736'OF THE CENTERLINE OF THE HIGHWAY, 24 FEET NORTHWEST OF THE CENTER OF
 FG0736'THE BASS ROAD, 119 FEET SOUTH OF BENCH MARK U 128, AND IN BASE OF A
 FG0736'22-INCH SYCAMORE TREE.  A STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0836 ***********************************************************************
 FG0836  DESIGNATION -  2105.2
 FG0836  PID         -  FG0836
 FG0836  STATE/COUNTY-  AR/NEWTON
 FG0836  USGS QUAD   -  FALLSVILLE (1975)
 FG0836
 FG0836                         *CURRENT SURVEY CONTROL
 FG0836  ___________________________________________________________________
 FG0836* NAD 83(1986)-  35 49 10.     (N)    093 24 28.     (W)     SCALED    
 FG0836* NAVD 88     -       641.790  (meters)    2105.61   (feet)  ADJUSTED  
 FG0836  ___________________________________________________________________
 FG0836  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0836  DYNAMIC HT  -         641.159 (meters)    2103.54  (feet)  COMP
 FG0836  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 FG0836
 FG0836  VERT ORDER  -  SECOND    CLASS 0
 FG0836
 FG0836.The horizontal coordinates were scaled from a topographic map and have
 FG0836.an estimated accuracy of +/- 6 seconds.
 FG0836
 FG0836.The orthometric height was determined by differential leveling
 FG0836.and adjusted by the National Geodetic Survey in June 1991..
 FG0836
 FG0836.The geoid height was determined by GEOID03.
 FG0836
 FG0836.The dynamic height is computed by dividing the NAVD 88
 FG0836.geopotential number by the normal gravity value computed on the
 FG0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0836.degrees latitude (g = 980.6199 gals.).
 FG0836
 FG0836.The modeled gravity was interpolated from observed gravity values.
 FG0836
 FG0836;                    North         East    Units  Estimated Accuracy
 FG0836;SPC AR N     -   165,780.      272,790.      MT  (+/- 180 meters Scaled)
 FG0836
 FG0836                          SUPERSEDED SURVEY CONTROL
 FG0836
 FG0836  NGVD 29 (??/??/92)  641.703  (m)         2105.32   (f) ADJ UNCH    2 0
 FG0836
 FG0836.Superseded values are not recommended for survey control.
 FG0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0836.See file dsdata.txt to determine how the superseded data were derived.
 FG0836
 FG0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV631639(NAD 83)
 FG0836_MARKER: Q = CHISELED SQUARE
 FG0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0836_SP_SET: PLATFORM
 FG0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0836
 FG0836  HISTORY     - Date     Condition        Report By
 FG0836  HISTORY     - UNK      MONUMENTED       USGS
 FG0836  HISTORY     - 1932     GOOD             NGS
 FG0836  HISTORY     - 1935     GOOD             NGS
 FG0836  HISTORY     - 20050711 MARK NOT FOUND   GEOCAC
 FG0836
 FG0836                          STATION DESCRIPTION
 FG0836
 FG0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0836'4.3 MI NE FROM FALLSVILLE.
 FG0836'ABOUT 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM FALLSVILLE,
 FG0836'NEWTON COUNTY, AT SANDY GAP SCHOOL, ABOUT 20 FEET EAST OF THE CENTER
 FG0836'LINE OF THE HIGHWAY, AND ON THE NORTHWEST CORNER OF THE CONCRETE
 FG0836'PLATFORM OF THE WELL.  A CHISELED SQUARE.
 FG0836
 FG0836                          STATION RECOVERY (1935)
 FG0836
 FG0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0836'RECOVERED IN GOOD CONDITION.
 FG0836
 FG0836                          STATION RECOVERY (2005)
 FG0836
 FG0836'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG0836'VEGETATION AT THE STATION LOCATION WAS QUITE HIGH.  WILL TRY AGAIN
 FG0836'ANOTHER TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1736 ***********************************************************************
 EH1736  DESIGNATION -  21/22
 EH1736  PID         -  EH1736
 EH1736  STATE/COUNTY-  AR/JEFFERSON
 EH1736  USGS QUAD   -  CORNERSTONE (1975)
 EH1736
 EH1736                         *CURRENT SURVEY CONTROL
 EH1736  ___________________________________________________________________
 EH1736* NAD 83(1986)-  34 11 05.     (N)    091 43 43.     (W)     SCALED    
 EH1736* NAVD 88     -        59.018  (meters)     193.63   (feet)  ADJUSTED  
 EH1736  ___________________________________________________________________
 EH1736  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1736  DYNAMIC HT  -          58.960 (meters)     193.44  (feet)  COMP
 EH1736  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 EH1736
 EH1736  VERT ORDER  -  SECOND    CLASS 0
 EH1736
 EH1736.The horizontal coordinates were scaled from a topographic map and have
 EH1736.an estimated accuracy of +/- 6 seconds.
 EH1736
 EH1736.The orthometric height was determined by differential leveling
 EH1736.and adjusted by the National Geodetic Survey in August 1993..
 EH1736
 EH1736.The geoid height was determined by GEOID03.
 EH1736
 EH1736.The dynamic height is computed by dividing the NAVD 88
 EH1736.geopotential number by the normal gravity value computed on the
 EH1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1736.degrees latitude (g = 980.6199 gals.).
 EH1736
 EH1736.The modeled gravity was interpolated from observed gravity values.
 EH1736
 EH1736;                    North         East    Units  Estimated Accuracy
 EH1736;SPC AR S     -   568,400.      425,020.      MT  (+/- 180 meters Scaled)
 EH1736
 EH1736                          SUPERSEDED SURVEY CONTROL
 EH1736
 EH1736  NAVD 88 (06/15/91)   59.040  (m)          193.70   (f) UNKNOWN     2 0
 EH1736  NGVD 29 (??/??/??)   59.077  (m)          193.82   (f) ADJUSTED    2 0
 EH1736
 EH1736.Superseded values are not recommended for survey control.
 EH1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1736.See file dsdata.txt to determine how the superseded data were derived.
 EH1736
 EH1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT171833(NAD 83)
 EH1736_MARKER: P = PIPE CAP
 EH1736_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1736_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1736_STAMPING: B M 21/22
 EH1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1736
 EH1736  HISTORY     - Date     Condition        Report By
 EH1736  HISTORY     - UNK      MONUMENTED       DOD
 EH1736  HISTORY     - 1940     GOOD             CGS
 EH1736  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1736
 EH1736                          STATION DESCRIPTION
 EH1736
 EH1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1736'1.2 MI W FROM SWAN LAKE.
 EH1736'1.2 MILES WEST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1736'SWAN LAKE, JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD LEADING
 EH1736'THROUGH A FIELD TO THE LEVEE, 1.1 MILES WEST ALONG A ROAD PARALLELING
 EH1736'THE LEVEE, 0.3 MILE WEST OF THE KINGS BAYOU FLOODGATE, 88 YARDS NORTH
 EH1736'OF CONCRETE MILEPOST 21/22, 33 YARDS EAST OF A FENCE AT THE TOE OF THE
 EH1736'LEVEE, AND 6 FEET EAST OF THE EAST OF AN UNPAINTED WOODEN HOUSE. A
 EH1736'STANDARD CAP, STAMPED B M 21/22 AND RIVETED ON THE TOP OF A 3-INCH
 EH1736'IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 EH1736
 EH1736                          STATION RECOVERY (2003)
 EH1736
 EH1736'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1735 ***********************************************************************
 EH1735  DESIGNATION -  21/22 REF
 EH1735  PID         -  EH1735
 EH1735  STATE/COUNTY-  AR/JEFFERSON
 EH1735  USGS QUAD   -  CORNERSTONE (1975)
 EH1735
 EH1735                         *CURRENT SURVEY CONTROL
 EH1735  ___________________________________________________________________
 EH1735* NAD 83(1986)-  34 11 01.     (N)    091 43 41.     (W)     SCALED    
 EH1735* NAVD 88     -        58.943  (meters)     193.38   (feet)  ADJUSTED  
 EH1735  ___________________________________________________________________
 EH1735  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1735  DYNAMIC HT  -          58.885 (meters)     193.19  (feet)  COMP
 EH1735  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 EH1735
 EH1735  VERT ORDER  -  SECOND    CLASS 0
 EH1735
 EH1735.The horizontal coordinates were scaled from a topographic map and have
 EH1735.an estimated accuracy of +/- 6 seconds.
 EH1735
 EH1735.The orthometric height was determined by differential leveling
 EH1735.and adjusted by the National Geodetic Survey in August 1993..
 EH1735
 EH1735.The geoid height was determined by GEOID03.
 EH1735
 EH1735.The dynamic height is computed by dividing the NAVD 88
 EH1735.geopotential number by the normal gravity value computed on the
 EH1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1735.degrees latitude (g = 980.6199 gals.).
 EH1735
 EH1735.The modeled gravity was interpolated from observed gravity values.
 EH1735
 EH1735;                    North         East    Units  Estimated Accuracy
 EH1735;SPC AR S     -   568,280.      425,070.      MT  (+/- 180 meters Scaled)
 EH1735
 EH1735                          SUPERSEDED SURVEY CONTROL
 EH1735
 EH1735  NAVD 88 (06/15/91)   58.965  (m)          193.45   (f) UNKNOWN     2 0
 EH1735  NGVD 29 (??/??/??)   59.002  (m)          193.58   (f) ADJUSTED    2 0
 EH1735
 EH1735.Superseded values are not recommended for survey control.
 EH1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1735.See file dsdata.txt to determine how the superseded data were derived.
 EH1735
 EH1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT172832(NAD 83)
 EH1735_MARKER: P = PIPE CAP
 EH1735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1735_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1735_STAMPING: B M REF 21/22
 EH1735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1735
 EH1735  HISTORY     - Date     Condition        Report By
 EH1735  HISTORY     - UNK      MONUMENTED       DOD
 EH1735  HISTORY     - 1940     GOOD             CGS
 EH1735
 EH1735                          STATION DESCRIPTION
 EH1735
 EH1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1735'1.2 MI W FROM SWAN LAKE.
 EH1735'1.2 MILES WEST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1735'SWAN LAKE, JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD LEADING
 EH1735'THROUGH A FIELD TO THE LEVEE, 1.0 MILE WEST ALONG A ROAD PARALLELING
 EH1735'THE LEVEE, 0.2 MILE WEST OF THE KINGS BAYOU FLOODGATE, 95 YARDS EAST
 EH1735'OF CONCRETE MILEPOST 21/22, 28 YARDS EAST OF A FENCE AT THE TOE OF THE
 EH1735'LEVEE, 75 FEET EAST OF THE CENTERLINE OF THE ROAD PARALLELING THE
 EH1735'LEVEE, AND 15 FEET EAST OF THE EAST CORNER OF A HOUSE. A STANDARD CAP,
 EH1735'STAMPED B M REF 21/22 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 EH1735'PROJECTING 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0255 ***********************************************************************
 FF0255  DESIGNATION -  215
 FF0255  PID         -  FF0255
 FF0255  STATE/COUNTY-  AR/CRITTENDEN
 FF0255  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0255
 FF0255                         *CURRENT SURVEY CONTROL
 FF0255  ___________________________________________________________________
 FF0255* NAD 83(1986)-  35 08 03.     (N)    090 10 07.     (W)     SCALED    
 FF0255* NAVD 88     -        65.481  (meters)     214.83   (feet)  ADJUSTED  
 FF0255  ___________________________________________________________________
 FF0255  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0255  DYNAMIC HT  -          65.422 (meters)     214.64  (feet)  COMP
 FF0255  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 FF0255
 FF0255  VERT ORDER  -  FIRST     CLASS II
 FF0255
 FF0255.The horizontal coordinates were scaled from a topographic map and have
 FF0255.an estimated accuracy of +/- 6 seconds.
 FF0255
 FF0255.The orthometric height was determined by differential leveling
 FF0255.and adjusted by the National Geodetic Survey in June 1991..
 FF0255
 FF0255.The geoid height was determined by GEOID03.
 FF0255
 FF0255.The dynamic height is computed by dividing the NAVD 88
 FF0255.geopotential number by the normal gravity value computed on the
 FF0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0255.degrees latitude (g = 980.6199 gals.).
 FF0255
 FF0255.The modeled gravity was interpolated from observed gravity values.
 FF0255
 FF0255;                    North         East    Units  Estimated Accuracy
 FF0255;SPC AR N     -    90,400.      566,900.      MT  (+/- 180 meters Scaled)
 FF0255
 FF0255                          SUPERSEDED SURVEY CONTROL
 FF0255
 FF0255  NGVD 29 (??/??/??)   65.455  (m)          214.75   (f) ADJUSTED    1 2
 FF0255
 FF0255.Superseded values are not recommended for survey control.
 FF0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0255.See file dsdata.txt to determine how the superseded data were derived.
 FF0255
 FF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU579915(NAD 83)
 FF0255_MARKER: P = PIPE CAP
 FF0255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0255_STAMPING: 214.698
 FF0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0255
 FF0255  HISTORY     - Date     Condition        Report By
 FF0255  HISTORY     - UNK      MONUMENTED       USGS
 FF0255  HISTORY     - 1956     GOOD             CGS
 FF0255  HISTORY     - 1957     GOOD             CGS
 FF0255  HISTORY     - 20030129 POOR             USACE
 FF0255
 FF0255                          STATION DESCRIPTION
 FF0255
 FF0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0255'1.4 MI E FROM HULBERT.
 FF0255'1.45 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0255'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, SOUTH
 FF0255'AND ACROSS TRACK FROM THE SOUTH (DEAD-END) OF SOUTH 13TH STREET
 FF0255'AT WEST MEMPHIS, 30 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK,
 FF0255'11 FEET EAST OF THE EXTENDED CENTER LINE OF SOUTH 13TH STREET,
 FF0255'64 FEET EAST-NORTHEAST OF THE SECOND TELEPHONE POLE EAST-NORTHEAST
 FF0255'OF MILE POLE 8, 79 FEET SOUTHEAST AND ACROSS TRACK FROM TELEPHONE
 FF0255'POLE NO. 476, ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK AND SET ON
 FF0255'TOP OF AN IRON PIPE PROJECTING 3 INCHES.
 FF0255
 FF0255                          STATION RECOVERY (1957)
 FF0255
 FF0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0255'RECOVERED IN GOOD CONDITION.
 FF0255
 FF0255                          STATION RECOVERY (2003)
 FF0255
 FF0255'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0255'MARK IS LEANING, AND VERY DIFFICULT TO READ STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0128 ***********************************************************************
 GE0128  DESIGNATION -  215+00
 GE0128  PID         -  GE0128
 GE0128  STATE/COUNTY-  AR/GREENE
 GE0128  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0128
 GE0128                         *CURRENT SURVEY CONTROL
 GE0128  ___________________________________________________________________
 GE0128* NAD 83(1986)-  36 06 59.     (N)    090 29 26.     (W)     SCALED    
 GE0128* NAVD 88     -        95.838  (meters)     314.43   (feet)  ADJUSTED  
 GE0128  ___________________________________________________________________
 GE0128  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GE0128  DYNAMIC HT  -          95.758 (meters)     314.17  (feet)  COMP
 GE0128  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GE0128
 GE0128  VERT ORDER  -  FIRST     CLASS II
 GE0128
 GE0128.The horizontal coordinates were scaled from a topographic map and have
 GE0128.an estimated accuracy of +/- 6 seconds.
 GE0128
 GE0128.The orthometric height was determined by differential leveling
 GE0128.and adjusted by the National Geodetic Survey in June 1991..
 GE0128
 GE0128.The geoid height was determined by GEOID03.
 GE0128
 GE0128.The dynamic height is computed by dividing the NAVD 88
 GE0128.geopotential number by the normal gravity value computed on the
 GE0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0128.degrees latitude (g = 980.6199 gals.).
 GE0128
 GE0128.The modeled gravity was interpolated from observed gravity values.
 GE0128
 GE0128;                    North         East    Units  Estimated Accuracy
 GE0128;SPC AR N     -   198,860.      535,890.      MT  (+/- 180 meters Scaled)
 GE0128
 GE0128                          SUPERSEDED SURVEY CONTROL
 GE0128
 GE0128  NGVD 29 (??/??/92)   95.828  (m)          314.40   (f) ADJ UNCH    1 2
 GE0128
 GE0128.Superseded values are not recommended for survey control.
 GE0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0128.See file dsdata.txt to determine how the superseded data were derived.
 GE0128
 GE0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV258997(NAD 83)
 GE0128_MARKER: Z = SEE DESCRIPTION
 GE0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0128
 GE0128  HISTORY     - Date     Condition        Report By
 GE0128  HISTORY     - UNK      MONUMENTED       MPRR
 GE0128  HISTORY     - 1956     GOOD             NGS
 GE0128  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GE0128
 GE0128                          STATION DESCRIPTION
 GE0128
 GE0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0128'4.6 MI NW FROM PARAGOULD.
 GE0128'ABOUT 4.55 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 GE0128'FROM THE STATION AT PARAGOULD, 7 1/2 FEET WEST OF WEST RAIL,
 GE0128'122 FEET NORTH OF CENTER OF A FARM CROSSING, 48 FEET WEST AND
 GE0128'ACROSS TRACK FROM MILE POLE 215, 359 1/2 FEET SOUTH AND ACROSS
 GE0128'TRACK FROM BM 0-8-5 (U.S.E.), ABOUT LEVEL WITH TRACK AND IS A
 GE0128'COPPER PLUG IN TOP OF A 8 BY 8-INCH MILE POST PROJECTING 3
 GE0128'INCHES.
 GE0128
 GE0128                          STATION RECOVERY (2002)
 GE0128
 GE0128'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0128'NO RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1665 ***********************************************************************
 EH1665  DESIGNATION -  215.56
 EH1665  PID         -  EH1665
 EH1665  STATE/COUNTY-  AR/ARKANSAS
 EH1665  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1665
 EH1665                         *CURRENT SURVEY CONTROL
 EH1665  ___________________________________________________________________
 EH1665* NAD 83(1986)-  34 27 52.     (N)    091 32 29.     (W)     SCALED    
 EH1665* NAVD 88     -        65.728  (meters)     215.64   (feet)  ADJUSTED  
 EH1665  ___________________________________________________________________
 EH1665  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH1665  DYNAMIC HT  -          65.665 (meters)     215.44  (feet)  COMP
 EH1665  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 EH1665
 EH1665  VERT ORDER  -  FIRST     CLASS II
 EH1665
 EH1665.The horizontal coordinates were scaled from a topographic map and have
 EH1665.an estimated accuracy of +/- 6 seconds.
 EH1665
 EH1665.The orthometric height was determined by differential leveling
 EH1665.and adjusted by the National Geodetic Survey in August 1993..
 EH1665
 EH1665.The geoid height was determined by GEOID03.
 EH1665
 EH1665.The dynamic height is computed by dividing the NAVD 88
 EH1665.geopotential number by the normal gravity value computed on the
 EH1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1665.degrees latitude (g = 980.6199 gals.).
 EH1665
 EH1665.The modeled gravity was interpolated from observed gravity values.
 EH1665
 EH1665;                    North         East    Units  Estimated Accuracy
 EH1665;SPC AR S     -   599,490.      442,130.      MT  (+/- 180 meters Scaled)
 EH1665
 EH1665                          SUPERSEDED SURVEY CONTROL
 EH1665
 EH1665  NAVD 88 (06/15/91)   65.763  (m)          215.76   (f) UNKNOWN     1 2
 EH1665  NGVD 29 (??/??/??)   65.769  (m)          215.78   (f) ADJUSTED    1 2
 EH1665
 EH1665.Superseded values are not recommended for survey control.
 EH1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1665.See file dsdata.txt to determine how the superseded data were derived.
 EH1665
 EH1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU339146(NAD 83)
 EH1665_MARKER: Q = CHISELED SQUARE
 EH1665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1665_SP_SET: CONCRETE PORCH
 EH1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1665
 EH1665  HISTORY     - Date     Condition        Report By
 EH1665  HISTORY     - UNK      MONUMENTED       USGS
 EH1665  HISTORY     - 1954     GOOD             CGS
 EH1665
 EH1665                          STATION DESCRIPTION
 EH1665
 EH1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1665'2.1 MI S FROM STUTTGART.
 EH1665'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1665'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1665'HIGHWAYS 11 AND 30, THENCE 1.0 MILE SOUTH ALONG STATE HIGHAY 11, 4.5
 EH1665'FEET SOUTH OF THE SOUTH SIDE OF THE EAST ENTRANCE TO THE STUCKEY
 EH1665'SCHOOLHOUSE, 0.4 FOOT EAST OF THE EAST SIDE OF THE SCHOOL BUILDING, A
 EH1665'CHISELED SQUARE ON THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 EH1665'PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1210 ***********************************************************************
 FF1210  DESIGNATION -  217.80
 FF1210  PID         -  FF1210
 FF1210  STATE/COUNTY-  AR/WHITE
 FF1210  USGS QUAD   -  BRADFORD (1980)
 FF1210
 FF1210                         *CURRENT SURVEY CONTROL
 FF1210  ___________________________________________________________________
 FF1210* NAD 83(1986)-  35 26 07.     (N)    091 26 38.     (W)     SCALED    
 FF1210* NAVD 88     -        65.705  (meters)     215.57   (feet)  ADJUSTED  
 FF1210  ___________________________________________________________________
 FF1210  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1210  DYNAMIC HT  -          65.648 (meters)     215.38  (feet)  COMP
 FF1210  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 FF1210
 FF1210  VERT ORDER  -  FIRST     CLASS II
 FF1210
 FF1210.The horizontal coordinates were scaled from a topographic map and have
 FF1210.an estimated accuracy of +/- 6 seconds.
 FF1210
 FF1210.The orthometric height was determined by differential leveling
 FF1210.and adjusted by the National Geodetic Survey in June 1991..
 FF1210
 FF1210.The geoid height was determined by GEOID03.
 FF1210
 FF1210.The dynamic height is computed by dividing the NAVD 88
 FF1210.geopotential number by the normal gravity value computed on the
 FF1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1210.degrees latitude (g = 980.6199 gals.).
 FF1210
 FF1210.The modeled gravity was interpolated from observed gravity values.
 FF1210
 FF1210;                    North         East    Units  Estimated Accuracy
 FF1210;SPC AR N     -   122,390.      450,490.      MT  (+/- 180 meters Scaled)
 FF1210
 FF1210                          SUPERSEDED SURVEY CONTROL
 FF1210
 FF1210  NGVD 29 (??/??/??)   65.652  (m)          215.39   (f) ADJUSTED    1 2
 FF1210
 FF1210.Superseded values are not recommended for survey control.
 FF1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1210.See file dsdata.txt to determine how the superseded data were derived.
 FF1210
 FF1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV412224(NAD 83)
 FF1210_MARKER: S = SPIKE
 FF1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1210_SP_SET: BATTERY LEAD BOX
 FF1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1210
 FF1210  HISTORY     - Date     Condition        Report By
 FF1210  HISTORY     - UNK      MONUMENTED       MPRR
 FF1210  HISTORY     - 1931     GOOD             CGS
 FF1210  HISTORY     - 1934     GOOD             CGS
 FF1210
 FF1210                          STATION DESCRIPTION
 FF1210
 FF1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1210'1.1 MI NE FROM BRADFORD.
 FF1210'ABOUT 1.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1210'BRADFORD, WHITE COUNTY, OPPOSITE VALUATION STATION 14485+75, WEST
 FF1210'OF THE TRACK, JUST NORTH OF A NO. 20 JUNCTION SWITCH, AND IN THE
 FF1210'EAST SIDE OF A POLE HOLDING LEADS TO A BATTERY LEAD BOX.  A TIE
 FF1210'SPIKE.
 FF1210
 FF1210                          STATION RECOVERY (1934)
 FF1210
 FF1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2302 ***********************************************************************
 EH2302  DESIGNATION -  217.95
 EH2302  PID         -  EH2302
 EH2302  STATE/COUNTY-  AR/PRAIRIE
 EH2302  USGS QUAD   -  SLOVAK (1994)
 EH2302
 EH2302                         *CURRENT SURVEY CONTROL
 EH2302  ___________________________________________________________________
 EH2302* NAD 83(1986)-  34 39 20.     (N)    091 35 31.     (W)     SCALED    
 EH2302* NAVD 88     -        66.454  (meters)     218.02   (feet)  POSTED    
 EH2302  ___________________________________________________________________
 EH2302  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH2302  DYNAMIC HT  -          66.390 (meters)     217.81  (feet)  COMP
 EH2302  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 EH2302
 EH2302  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2302
 EH2302.The horizontal coordinates were scaled from a topographic map and have
 EH2302.an estimated accuracy of +/- 6 seconds.
 EH2302
 EH2302.The orthometric height was determined by differential leveling
 EH2302.and adjusted by the National Geodetic Survey in 1992..
 EH2302.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2302.rate of 0.0 thru 1.0 mm/km.
 EH2302
 EH2302.The geoid height was determined by GEOID03.
 EH2302
 EH2302.The dynamic height is computed by dividing the NAVD 88
 EH2302.geopotential number by the normal gravity value computed on the
 EH2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2302.degrees latitude (g = 980.6199 gals.).
 EH2302
 EH2302.The modeled gravity was interpolated from observed gravity values.
 EH2302
 EH2302;                    North         East    Units  Estimated Accuracy
 EH2302;SPC AR S     -   620,670.      437,410.      MT  (+/- 180 meters Scaled)
 EH2302
 EH2302                          SUPERSEDED SURVEY CONTROL
 EH2302
 EH2302  NGVD 29 (??/??/??)   66.458  (m)          218.04   (f) ADJUSTED    2 0
 EH2302
 EH2302.Superseded values are not recommended for survey control.
 EH2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2302.See file dsdata.txt to determine how the superseded data were derived.
 EH2302
 EH2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU290357(NAD 83)
 EH2302_MARKER: Q = CHISELED SQUARE
 EH2302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2302_SP_SET: FOUNDATION
 EH2302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2302
 EH2302  HISTORY     - Date     Condition        Report By
 EH2302  HISTORY     - UNK      MONUMENTED       USGS
 EH2302  HISTORY     - 1937     GOOD             ARGS
 EH2302
 EH2302                          STATION DESCRIPTION
 EH2302
 EH2302'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH2302'1.0 MI NW FROM SLOVAC.
 EH2302'1.0 MILE NORTHWEST ALONG COUNTY ROADS FROM A FRAME CHURCH.  AT THE
 EH2302'SOUTHWEST CORNER OF SECTION 31, T 1N, R 5W.  66 FEET NORTH OF THE
 EH2302'CENTER LINE OF THE BASE LINE ROAD 63 FEET EAST OF THE CENTER LINE OF A
 EH2302'TOWNSHIP LINE ROAD 41 FEET NORTH OF A FENCE AND POWER LINE ON TOP OF
 EH2302'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF AN OLD MOTOR BASE
 EH2302'AND 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2364 ***********************************************************************
 EH2364  DESIGNATION -  218.04
 EH2364  PID         -  EH2364
 EH2364  STATE/COUNTY-  AR/PRAIRIE
 EH2364  USGS QUAD   -  SLOVAK (1994)
 EH2364
 EH2364                         *CURRENT SURVEY CONTROL
 EH2364  ___________________________________________________________________
 EH2364* NAD 83(1986)-  34 38 27.     (N)    091 34 18.     (W)     SCALED    
 EH2364* NAVD 88     -        66.495  (meters)     218.16   (feet)  ADJUSTED  
 EH2364  ___________________________________________________________________
 EH2364  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH2364  DYNAMIC HT  -          66.432 (meters)     217.95  (feet)  COMP
 EH2364  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 EH2364
 EH2364  VERT ORDER  -  SECOND    CLASS 0
 EH2364
 EH2364.The horizontal coordinates were scaled from a topographic map and have
 EH2364.an estimated accuracy of +/- 6 seconds.
 EH2364
 EH2364.The orthometric height was determined by differential leveling
 EH2364.and adjusted by the National Geodetic Survey in June 1991..
 EH2364
 EH2364.The geoid height was determined by GEOID03.
 EH2364
 EH2364.The dynamic height is computed by dividing the NAVD 88
 EH2364.geopotential number by the normal gravity value computed on the
 EH2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2364.degrees latitude (g = 980.6199 gals.).
 EH2364
 EH2364.The modeled gravity was interpolated from observed gravity values.
 EH2364
 EH2364;                    North         East    Units  Estimated Accuracy
 EH2364;SPC AR S     -   619,050.      439,270.      MT  (+/- 180 meters Scaled)
 EH2364
 EH2364                          SUPERSEDED SURVEY CONTROL
 EH2364
 EH2364  NGVD 29 (??/??/??)   66.493  (m)          218.15   (f) ADJUSTED    2 0
 EH2364
 EH2364.Superseded values are not recommended for survey control.
 EH2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2364.See file dsdata.txt to determine how the superseded data were derived.
 EH2364
 EH2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU309341(NAD 83)
 EH2364_MARKER: Z = SEE DESCRIPTION
 EH2364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2364_SP_SET: FORD AXLE
 EH2364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2364
 EH2364  HISTORY     - Date     Condition        Report By
 EH2364  HISTORY     - UNK      MONUMENTED       USGS
 EH2364  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH2364
 EH2364                          STATION DESCRIPTION
 EH2364
 EH2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2364'0.5 MI S FROM SLOVAC.
 EH2364'ABOUT 1/2 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EH2364'SLOVAC, PRAIRIE COUNTY, ABOUT 250 FEET EAST OF THE SOUTHWEST CORNER OF
 EH2364'SECTION 5, T. 1 S., R. 5 W. AT A SECTION-LINE ROAD CROSSING, 65 FEET
 EH2364'NORTH OF THE CENTER LINE OF THE SECTION-LINE ROAD, 42 FEET EAST OF THE
 EH2364'EAST RAIL, 5 FEET SOUTH OF A POLE, AND 5 FEET WEST OF A FENCE. THE TOP
 EH2364'OF A FORD AXLE DRIVEN INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0171 ***********************************************************************
 DL0171  DESIGNATION -  219
 DL0171  PID         -  DL0171
 DL0171  STATE/COUNTY-  AR/ASHLEY
 DL0171  USGS QUAD   -  MARAIS SALINE (1981)
 DL0171
 DL0171                         *CURRENT SURVEY CONTROL
 DL0171  ___________________________________________________________________
 DL0171* NAD 83(1986)-  33 14 11.     (N)    092 00 44.     (W)     SCALED    
 DL0171* NAVD 88     -        31.684  (meters)     103.95   (feet)  ADJUSTED  
 DL0171  ___________________________________________________________________
 DL0171  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DL0171  DYNAMIC HT  -          31.650 (meters)     103.84  (feet)  COMP
 DL0171  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 DL0171
 DL0171  VERT ORDER  -  SECOND    CLASS 0
 DL0171
 DL0171.The horizontal coordinates were scaled from a topographic map and have
 DL0171.an estimated accuracy of +/- 6 seconds.
 DL0171
 DL0171.The orthometric height was determined by differential leveling
 DL0171.and adjusted by the National Geodetic Survey in June 1991..
 DL0171
 DL0171.The geoid height was determined by GEOID03.
 DL0171
 DL0171.The dynamic height is computed by dividing the NAVD 88
 DL0171.geopotential number by the normal gravity value computed on the
 DL0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0171.degrees latitude (g = 980.6199 gals.).
 DL0171
 DL0171.The modeled gravity was interpolated from observed gravity values.
 DL0171
 DL0171;                    North         East    Units  Estimated Accuracy
 DL0171;SPC AR S     -   463,190.      398,860.      MT  (+/- 180 meters Scaled)
 DL0171
 DL0171                          SUPERSEDED SURVEY CONTROL
 DL0171
 DL0171  NGVD 29 (??/??/92)   31.759  (m)          104.20   (f) ADJ UNCH    2 0
 DL0171
 DL0171.Superseded values are not recommended for survey control.
 DL0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0171.See file dsdata.txt to determine how the superseded data were derived.
 DL0171
 DL0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS920779(NAD 83)
 DL0171_MARKER: P = PIPE CAP
 DL0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0171_STAMPING: 219
 DL0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0171
 DL0171  HISTORY     - Date     Condition        Report By
 DL0171  HISTORY     - UNK      MONUMENTED       USE
 DL0171  HISTORY     - 1935     GOOD             NGS
 DL0171
 DL0171                          STATION DESCRIPTION
 DL0171
 DL0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0171'8.4 MI SE FROM VICK.
 DL0171'IN ASHLEY COUNTY, 8.4 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND
 DL0171'AND PACIFIC RAILROAD FROM THE STATION AT VICK, BRADLEY COUNTY, AT
 DL0171'MILEAGE 34.4, 34 YARDS NORTH OF POLE 34+6, 77.5 FEET NORTH OF THE
 DL0171'CENTER OF A COUNTY ROAD CROSSING, 65.4 FEET NORTHWEST OF THE
 DL0171'CENTERLINE OF THE ROAD, 43.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 DL0171'TRACK, 19.5 FEET NORTHWEST OF U.S. G. S. BENCH MARK T.T. 8 C, AND 11.6
 DL0171'FEET SOUTHWEST OF AN 18-INCH PINE TREE.  A CORPS OF ENGINEERS, U.S.
 DL0171'ARMY STANDARD CAP, STAMPED 219 AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0826 ***********************************************************************
 DK0826  DESIGNATION -  22 DRL
 DK0826  PID         -  DK0826
 DK0826  STATE/COUNTY-  AR/ARKANSAS
 DK0826  USGS QUAD   -  YANCOPIN (1972)
 DK0826
 DK0826                         *CURRENT SURVEY CONTROL
 DK0826  ___________________________________________________________________
 DK0826* NAD 83(1986)-  33 58 20.     (N)    091 11 26.     (W)     SCALED    
 DK0826* NAVD 88     -        51.447  (meters)     168.79   (feet)  ADJUSTED  
 DK0826  ___________________________________________________________________
 DK0826  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK0826  DYNAMIC HT  -          51.396 (meters)     168.62  (feet)  COMP
 DK0826  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 DK0826
 DK0826  VERT ORDER  -  FIRST     CLASS II
 DK0826
 DK0826.The horizontal coordinates were scaled from a topographic map and have
 DK0826.an estimated accuracy of +/- 6 seconds.
 DK0826
 DK0826.The orthometric height was determined by differential leveling
 DK0826.and adjusted by the National Geodetic Survey in June 1991..
 DK0826
 DK0826.The geoid height was determined by GEOID03.
 DK0826
 DK0826.The dynamic height is computed by dividing the NAVD 88
 DK0826.geopotential number by the normal gravity value computed on the
 DK0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0826.degrees latitude (g = 980.6199 gals.).
 DK0826
 DK0826.The modeled gravity was interpolated from observed gravity values.
 DK0826
 DK0826;                    North         East    Units  Estimated Accuracy
 DK0826;SPC AR S     -   545,100.      474,800.      MT  (+/- 180 meters Scaled)
 DK0826
 DK0826                          SUPERSEDED SURVEY CONTROL
 DK0826
 DK0826  NGVD 29 (??/??/??)   51.506  (m)          168.98   (f) ADJUSTED    1 2
 DK0826
 DK0826.Superseded values are not recommended for survey control.
 DK0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0826.See file dsdata.txt to determine how the superseded data were derived.
 DK0826
 DK0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT671605(NAD 83)
 DK0826_MARKER: DD = SURVEY DISK
 DK0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0826_SP_SET: BRIDGE ABUTMENT
 DK0826_STAMPING: 22 DRL 1965
 DK0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0826
 DK0826  HISTORY     - Date     Condition        Report By
 DK0826  HISTORY     - 1965     MONUMENTED       USGS
 DK0826  HISTORY     - 1976     GOOD             NGS
 DK0826
 DK0826                          STATION DESCRIPTION
 DK0826
 DK0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0826'2.8 MI NE FROM YANCOPIN.
 DK0826'2.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE OLD
 DK0826'POST OFFICE AT YANCOPIN, SET IN THE SOUTHEAST END OF A BRIDGE
 DK0826'ABUTMENT, AND 3.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  1 FOOT BELOW
 DK0826'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0133 ***********************************************************************
 FG0133  DESIGNATION -  22 RHM
 FG0133  PID         -  FG0133
 FG0133  STATE/COUNTY-  AR/FAULKNER
 FG0133  USGS QUAD   -  ENOLA (1982)
 FG0133
 FG0133                         *CURRENT SURVEY CONTROL
 FG0133  ___________________________________________________________________
 FG0133* NAD 83(1986)-  35 09 32.     (N)    092 10 36.     (W)     SCALED    
 FG0133* NAVD 88     -       102.799  (meters)     337.27   (feet)  ADJUSTED  
 FG0133  ___________________________________________________________________
 FG0133  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FG0133  DYNAMIC HT  -         102.704 (meters)     336.95  (feet)  COMP
 FG0133  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 FG0133
 FG0133  VERT ORDER  -  SECOND    CLASS 0
 FG0133
 FG0133.The horizontal coordinates were scaled from a topographic map and have
 FG0133.an estimated accuracy of +/- 6 seconds.
 FG0133
 FG0133.The orthometric height was determined by differential leveling
 FG0133.and adjusted by the National Geodetic Survey in June 1991..
 FG0133
 FG0133.The geoid height was determined by GEOID03.
 FG0133
 FG0133.The dynamic height is computed by dividing the NAVD 88
 FG0133.geopotential number by the normal gravity value computed on the
 FG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0133.degrees latitude (g = 980.6199 gals.).
 FG0133
 FG0133.The modeled gravity was interpolated from observed gravity values.
 FG0133
 FG0133;                    North         East    Units  Estimated Accuracy
 FG0133;SPC AR N     -    91,600.      383,900.      MT  (+/- 180 meters Scaled)
 FG0133
 FG0133                          SUPERSEDED SURVEY CONTROL
 FG0133
 FG0133  NGVD 29 (??/??/92)  102.789  (m)          337.23   (f) ADJ UNCH    2 0
 FG0133
 FG0133.Superseded values are not recommended for survey control.
 FG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0133.See file dsdata.txt to determine how the superseded data were derived.
 FG0133
 FG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU749909(NAD 83)
 FG0133_MARKER: DB = BENCH MARK DISK
 FG0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0133_STAMPING: 22 RHM 1960
 FG0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0133+STABILITY: SURFACE MOTION
 FG0133
 FG0133  HISTORY     - Date     Condition        Report By
 FG0133  HISTORY     - 1960     MONUMENTED       USGS
 FG0133  HISTORY     - 1962     GOOD             NGS
 FG0133  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0133
 FG0133                          STATION DESCRIPTION
 FG0133
 FG0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0133'5.95 MI SW FROM MOUNT VERNON.
 FG0133'5.95 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0133'MOUNT VERNON, 56 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 50
 FG0133'FEET NORTHEAST OF A POWER POLE, 44.6 FEET SOUTHEAST OF THE CENTERLINE
 FG0133'OF THE HIGHWAY, 5 FEET SOUTHEAST OF A FENCE CORNER, ABOUT 2 FEET ABOVE
 FG0133'THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST.
 FG0133
 FG0133                          STATION RECOVERY (1989)
 FG0133
 FG0133'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0124 ***********************************************************************
 GG0124  DESIGNATION -  220
 GG0124  PID         -  GG0124
 GG0124  STATE/COUNTY-  AR/BENTON
 GG0124  USGS QUAD   -  GENTRY (1982)
 GG0124
 GG0124                         *CURRENT SURVEY CONTROL
 GG0124  ___________________________________________________________________
 GG0124* NAD 83(1986)-  36 17 35.     (N)    094 27 09.     (W)     SCALED    
 GG0124* NAVD 88     -       404.187  (meters)    1326.07   (feet)  ADJUSTED  
 GG0124  ___________________________________________________________________
 GG0124  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GG0124  DYNAMIC HT  -         403.834 (meters)    1324.91  (feet)  COMP
 GG0124  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 GG0124
 GG0124  VERT ORDER  -  SECOND    CLASS 0
 GG0124
 GG0124.The horizontal coordinates were scaled from a topographic map and have
 GG0124.an estimated accuracy of +/- 6 seconds.
 GG0124
 GG0124.The orthometric height was determined by differential leveling
 GG0124.and adjusted by the National Geodetic Survey in June 1991..
 GG0124
 GG0124.The geoid height was determined by GEOID03.
 GG0124
 GG0124.The dynamic height is computed by dividing the NAVD 88
 GG0124.geopotential number by the normal gravity value computed on the
 GG0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0124.degrees latitude (g = 980.6199 gals.).
 GG0124
 GG0124.The modeled gravity was interpolated from observed gravity values.
 GG0124
 GG0124;                    North         East    Units  Estimated Accuracy
 GG0124;SPC AR N     -   220,170.      179,720.      MT  (+/- 180 meters Scaled)
 GG0124
 GG0124                          SUPERSEDED SURVEY CONTROL
 GG0124
 GG0124  NGVD 29 (??/??/92)  404.039  (m)         1325.58   (f) ADJ UNCH    2 0
 GG0124
 GG0124.Superseded values are not recommended for survey control.
 GG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0124.See file dsdata.txt to determine how the superseded data were derived.
 GG0124
 GG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA695174(NAD 83)
 GG0124_MARKER: Z = SEE DESCRIPTION
 GG0124_SETTING: 0 = UNSPECIFIED SETTING
 GG0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0124
 GG0124  HISTORY     - Date     Condition        Report By
 GG0124  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0124  HISTORY     - 1934     GOOD             NGS
 GG0124  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0124
 GG0124                          STATION DESCRIPTION
 GG0124
 GG0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GG0124'2.5 MI N FROM GENTRY.
 GG0124'MILEPOST 220.  30 FEET EAST OF KANSAS CITY SOUTHERN RAILROAD
 GG0124'TRACK.
 GG0124
 GG0124                          STATION RECOVERY (1961)
 GG0124
 GG0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2239 ***********************************************************************
 EH2239  DESIGNATION -  220.6
 EH2239  PID         -  EH2239
 EH2239  STATE/COUNTY-  AR/LONOKE
 EH2239  USGS QUAD   -  CULLER (1982)
 EH2239
 EH2239                         *CURRENT SURVEY CONTROL
 EH2239  ___________________________________________________________________
 EH2239* NAD 83(1986)-  34 42 56.     (N)    091 45 11.     (W)     SCALED    
 EH2239* NAVD 88     -        67.099  (meters)     220.14   (feet)  POSTED    
 EH2239  ___________________________________________________________________
 EH2239  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH2239  DYNAMIC HT  -          67.040 (meters)     219.95  (feet)  COMP
 EH2239  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 EH2239
 EH2239  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EH2239
 EH2239.The horizontal coordinates were scaled from a topographic map and have
 EH2239.an estimated accuracy of +/- 6 seconds.
 EH2239
 EH2239.The orthometric height was determined by differential leveling
 EH2239.and adjusted by the National Geodetic Survey in 1992..
 EH2239.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EH2239.rate of 2.1 thru 3.0 mm/km.
 EH2239
 EH2239.The geoid height was determined by GEOID03.
 EH2239
 EH2239.The dynamic height is computed by dividing the NAVD 88
 EH2239.geopotential number by the normal gravity value computed on the
 EH2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2239.degrees latitude (g = 980.6199 gals.).
 EH2239
 EH2239.The modeled gravity was interpolated from observed gravity values.
 EH2239
 EH2239;                    North         East    Units  Estimated Accuracy
 EH2239;SPC AR S     -   627,280.      422,620.      MT  (+/- 180 meters Scaled)
 EH2239
 EH2239                          SUPERSEDED SURVEY CONTROL
 EH2239
 EH2239  NGVD 29 (??/??/??)   67.112  (m)          220.18   (f) ADJUSTED    2 0
 EH2239
 EH2239.Superseded values are not recommended for survey control.
 EH2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2239.See file dsdata.txt to determine how the superseded data were derived.
 EH2239
 EH2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU141422(NAD 83)
 EH2239_MARKER: N = NAIL
 EH2239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2239_SP_SET: OAK STUMP
 EH2239_STAMPING: U.S.G.S. B.M.
 EH2239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2239
 EH2239  HISTORY     - Date     Condition        Report By
 EH2239  HISTORY     - UNK      MONUMENTED       USGS
 EH2239  HISTORY     - 1936     GOOD             ARGS
 EH2239  HISTORY     - 20020606 MARK NOT FOUND   INDIV
 EH2239
 EH2239                          STATION DESCRIPTION
 EH2239
 EH2239'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EH2239'4.6 MI S FROM CARLISLE.
 EH2239'4.6 MILES SOUTH FROM ROCK ISLAND STATION ALONG THE CARLISLE-HUMNOKE
 EH2239'ROAD.  41 FEET EAST OF CENTER LINE OF CARLISLE TO HUMNOKE ROAD, 8 FEET
 EH2239'EAST OF RIGHT-OF-WAY FENCE, NORTH AND SOUTH, 9 FEET SOUTH OF EAST AND
 EH2239'WEST FENCE, AND 11 FEET SOUTHEAST OF FENCE CORNER.
 EH2239
 EH2239                          STATION RECOVERY (2002)
 EH2239
 EH2239'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MSF)
 EH2239'MARK NOT FOUND. FARMING OPERATIONS HAVE DESTROYED THE STUMP CONTAINING
 EH2239'THE MARK. THE SEARCH WAS PREFORMED ON JUNE 6, 2002 BY LAND
 EH2239'RESEARCH.COM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1220 ***********************************************************************
 FF1220  DESIGNATION -  222.00
 FF1220  PID         -  FF1220
 FF1220  STATE/COUNTY-  AR/JACKSON
 FF1220  USGS QUAD   -  BRADFORD (1980)
 FF1220
 FF1220                         *CURRENT SURVEY CONTROL
 FF1220  ___________________________________________________________________
 FF1220* NAD 83(1986)-  35 29 27.     (N)    091 23 49.     (W)     SCALED    
 FF1220* NAVD 88     -        66.92   (+/-2cm)     219.6    (feet)  VERTCON   
 FF1220  ___________________________________________________________________
 FF1220  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1220
 FF1220  VERT ORDER  -  ? (See Below)
 FF1220
 FF1220.The horizontal coordinates were scaled from a topographic map and have
 FF1220.an estimated accuracy of +/- 6 seconds.
 FF1220
 FF1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1220.The vertical order pertains to the NGVD 29 superseded value.
 FF1220
 FF1220.The geoid height was determined by GEOID03.
 FF1220
 FF1220;                    North         East    Units  Estimated Accuracy
 FF1220;SPC AR N     -   128,580.      454,720.      MT  (+/- 180 meters Scaled)
 FF1220
 FF1220                          SUPERSEDED SURVEY CONTROL
 FF1220
 FF1220  NGVD 29 (??/??/??)   66.859  (m)          219.35   (f) ADJUSTED    ?  
 FF1220
 FF1220.Superseded values are not recommended for survey control.
 FF1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1220.See file dsdata.txt to determine how the superseded data were derived.
 FF1220
 FF1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV454286(NAD 83)
 FF1220_MARKER: Z = SEE DESCRIPTION
 FF1220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1220_SP_SET: CULVERT
 FF1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1220
 FF1220  HISTORY     - Date     Condition        Report By
 FF1220  HISTORY     - UNK      MONUMENTED       MPRR
 FF1220  HISTORY     - 1931     GOOD             CGS
 FF1220  HISTORY     - 1934     GOOD             CGS
 FF1220
 FF1220                          STATION DESCRIPTION
 FF1220
 FF1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1220'2.5 MI S FROM OLYPHANT.
 FF1220'ABOUT 2-1/2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1220'OLYPHANT, JACKSON COUNTY, AT VALUATION STATION 14385+26, AT POLE
 FF1220'272+18, AND ON THE NORTHWEST CORNER OF THE HEAD WALL OF A 7- BY
 FF1220'12- BY 67-FOOT CONCRETE CULVERT.  THE CORNER OF THE HEAD WALL.
 FF1220
 FF1220                          STATION RECOVERY (1934)
 FF1220
 FF1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1734 ***********************************************************************
 EH1734  DESIGNATION -  22/23
 EH1734  PID         -  EH1734
 EH1734  STATE/COUNTY-  AR/JEFFERSON
 EH1734  USGS QUAD   -  CORNERSTONE (1975)
 EH1734
 EH1734                         *CURRENT SURVEY CONTROL
 EH1734  ___________________________________________________________________
 EH1734* NAD 83(1986)-  34 11 00.     (N)    091 43 01.     (W)     SCALED    
 EH1734* NAVD 88     -        57.562  (meters)     188.85   (feet)  ADJUSTED  
 EH1734  ___________________________________________________________________
 EH1734  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1734  DYNAMIC HT  -          57.506 (meters)     188.67  (feet)  COMP
 EH1734  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 EH1734
 EH1734  VERT ORDER  -  SECOND    CLASS 0
 EH1734
 EH1734.The horizontal coordinates were scaled from a topographic map and have
 EH1734.an estimated accuracy of +/- 6 seconds.
 EH1734
 EH1734.The orthometric height was determined by differential leveling
 EH1734.and adjusted by the National Geodetic Survey in August 1993..
 EH1734
 EH1734.The geoid height was determined by GEOID03.
 EH1734
 EH1734.The dynamic height is computed by dividing the NAVD 88
 EH1734.geopotential number by the normal gravity value computed on the
 EH1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1734.degrees latitude (g = 980.6199 gals.).
 EH1734
 EH1734.The modeled gravity was interpolated from observed gravity values.
 EH1734
 EH1734;                    North         East    Units  Estimated Accuracy
 EH1734;SPC AR S     -   568,250.      426,090.      MT  (+/- 180 meters Scaled)
 EH1734
 EH1734                          SUPERSEDED SURVEY CONTROL
 EH1734
 EH1734  NAVD 88 (06/15/91)   57.586  (m)          188.93   (f) UNKNOWN     2 0
 EH1734  NGVD 29 (??/??/??)   57.624  (m)          189.05   (f) ADJUSTED    2 0
 EH1734
 EH1734.Superseded values are not recommended for survey control.
 EH1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1734.See file dsdata.txt to determine how the superseded data were derived.
 EH1734
 EH1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT182832(NAD 83)
 EH1734_MARKER: P = PIPE CAP
 EH1734_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1734_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1734_STAMPING: B M 22/23
 EH1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1734
 EH1734  HISTORY     - Date     Condition        Report By
 EH1734  HISTORY     - UNK      MONUMENTED       DOD
 EH1734  HISTORY     - 1940     GOOD             CGS
 EH1734  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1734
 EH1734                          STATION DESCRIPTION
 EH1734
 EH1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1734'1.2 MI W FROM SWAN LAKE.
 EH1734'1.2 MILES WEST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1734'SWAN LAKE, JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD LEADING
 EH1734'THROUGH A FIELD TO THE LEVEE, 0.1 MILE WEST ALONG A ROAD PARALLELING
 EH1734'THE LEVEE, 0.7 MILE EAST OF THE KINGS BAYOU FLOODGATE, 50 YARDS
 EH1734'SOUTHWEST OF CONCRETE MILEPOST 22/23, 36 YARDS NORTH OF A FENCE AT THE
 EH1734'TOE OF THE LEVEE, 33 YARDS NORTHWEST OF THE CENTERLINE OF THE ROAD
 EH1734'PARALLELING THE LEVEE, 6 FEET NORTH OF A DITCH ACROSS A FIELD, AND 1.5
 EH1734'FEET NORTHEAST OF A FIELD FENCE.  A STANDARD CAP, STAMPED B M 22/23
 EH1734'AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE
 EH1734'GROUND.
 EH1734
 EH1734                          STATION RECOVERY (2003)
 EH1734
 EH1734'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1733 ***********************************************************************
 EH1733  DESIGNATION -  22/23 REF
 EH1733  PID         -  EH1733
 EH1733  STATE/COUNTY-  AR/JEFFERSON
 EH1733  USGS QUAD   -  CORNERSTONE (1975)
 EH1733
 EH1733                         *CURRENT SURVEY CONTROL
 EH1733  ___________________________________________________________________
 EH1733* NAD 83(1986)-  34 11 00.     (N)    091 42 52.     (W)     SCALED    
 EH1733* NAVD 88     -        58.318  (meters)     191.33   (feet)  ADJUSTED  
 EH1733  ___________________________________________________________________
 EH1733  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1733  DYNAMIC HT  -          58.261 (meters)     191.14  (feet)  COMP
 EH1733  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 EH1733
 EH1733  VERT ORDER  -  SECOND    CLASS 0
 EH1733
 EH1733.The horizontal coordinates were scaled from a topographic map and have
 EH1733.an estimated accuracy of +/- 6 seconds.
 EH1733
 EH1733.The orthometric height was determined by differential leveling
 EH1733.and adjusted by the National Geodetic Survey in August 1993..
 EH1733
 EH1733.The geoid height was determined by GEOID03.
 EH1733
 EH1733.The dynamic height is computed by dividing the NAVD 88
 EH1733.geopotential number by the normal gravity value computed on the
 EH1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1733.degrees latitude (g = 980.6199 gals.).
 EH1733
 EH1733.The modeled gravity was interpolated from observed gravity values.
 EH1733
 EH1733;                    North         East    Units  Estimated Accuracy
 EH1733;SPC AR S     -   568,250.      426,320.      MT  (+/- 180 meters Scaled)
 EH1733
 EH1733                          SUPERSEDED SURVEY CONTROL
 EH1733
 EH1733  NAVD 88 (06/15/91)   58.342  (m)          191.41   (f) UNKNOWN     2 0
 EH1733  NGVD 29 (??/??/??)   58.380  (m)          191.53   (f) ADJUSTED    2 0
 EH1733
 EH1733.Superseded values are not recommended for survey control.
 EH1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1733.See file dsdata.txt to determine how the superseded data were derived.
 EH1733
 EH1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT184832(NAD 83)
 EH1733_MARKER: P = PIPE CAP
 EH1733_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1733_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1733_STAMPING: B M REF 22/23
 EH1733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1733
 EH1733  HISTORY     - Date     Condition        Report By
 EH1733  HISTORY     - UNK      MONUMENTED       DOD
 EH1733  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1733
 EH1733                          STATION DESCRIPTION
 EH1733
 EH1733'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1733'1.2 MI W FROM SWAN LAKE.
 EH1733'1.2 MILES WEST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1733'SWAN LAKE, JEFFERSON COUNTY, 0.2 MILE SOUTHEAST ALONG A DIRT ROAD
 EH1733'LEADING THROUGH A FIELD TO THE LEVEE, 0.8 MILE EAST OF THE KINGS BAYOU
 EH1733'FLOODGATE, 0.1 MILE EAST OF CONCRETE MILEPOST 22/23, 65 YARDS
 EH1733'SOUTHWEST OF A ROAD BETWEEN THE HIGHWAY AND THE LEVEE, 38.5 FEET SOUTH
 EH1733'OF THE SOUTH CORNER OF A HOUSE, 10 FEET SOUTHEAST OF THE CENTERLINE OF
 EH1733'A ROAD PARALLELING THE LEVEE, AND 1.5 FEET SOUTHEAST OF A FENCE. A
 EH1733'STANDARD CAP, STAMPED B M REF 22/23 AND RIVETED ON THE TOP OF A 3-INCH
 EH1733'PIPE PROJECTING 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1887 ***********************************************************************
 EH1887  DESIGNATION -  224
 EH1887  PID         -  EH1887
 EH1887  STATE/COUNTY-  AR/LONOKE
 EH1887  USGS QUAD   -  WATTENSAW (1982)
 EH1887
 EH1887                         *CURRENT SURVEY CONTROL
 EH1887  ___________________________________________________________________
 EH1887* NAD 83(1986)-  34 58 29.     (N)    091 51 23.     (W)     SCALED    
 EH1887* NAVD 88     -        68.37   (+/-2cm)     224.3    (feet)  VERTCON   
 EH1887  ___________________________________________________________________
 EH1887  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EH1887
 EH1887  VERT ORDER  -  ? (See Below)
 EH1887
 EH1887.The horizontal coordinates were scaled from a topographic map and have
 EH1887.an estimated accuracy of +/- 6 seconds.
 EH1887
 EH1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1887.The vertical order pertains to the NGVD 29 superseded value.
 EH1887
 EH1887.The geoid height was determined by GEOID03.
 EH1887
 EH1887;                    North         East    Units  Estimated Accuracy
 EH1887;SPC AR S     -   656,020.      413,120.      MT  (+/- 180 meters Scaled)
 EH1887
 EH1887                          SUPERSEDED SURVEY CONTROL
 EH1887
 EH1887  NGVD 29 (??/??/??)   68.368  (m)          224.30   (f) ADJUSTED    ?  
 EH1887
 EH1887.Superseded values are not recommended for survey control.
 EH1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1887.See file dsdata.txt to determine how the superseded data were derived.
 EH1887
 EH1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU043708(NAD 83)
 EH1887_MARKER: N = NAIL
 EH1887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1887_SP_SET: OAK TREE
 EH1887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1887
 EH1887  HISTORY     - Date     Condition        Report By
 EH1887  HISTORY     - UNK      MONUMENTED       DOD
 EH1887  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1887
 EH1887                          STATION DESCRIPTION
 EH1887
 EH1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1887'6.5 MI S FROM BEEBE.
 EH1887'IN LONOKE COUNTY, 6.5 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE
 EH1887'MISSOURI PACIFIC RAILROAD STATION AT BEEBE, WHITE COUNTY, THENCE 1.1
 EH1887'MILES EAST ALONG THE HICKORY PLAINS ROAD.  AT THE R.O. WILLIAMS
 EH1887'RESIDENCE, 135 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 93
 EH1887'FEET WEST OF A 14-INCH RED OAK TREE, 23 FEET NORTH OF THE CENTERLINE
 EH1887'OF THE ROAD, AND IN THE SOUTH ROOT OF A 36-INCH WATER-OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2305 ***********************************************************************
 EH2305  DESIGNATION -  224.0
 EH2305  PID         -  EH2305
 EH2305  STATE/COUNTY-  AR/PRAIRIE
 EH2305  USGS QUAD   -  PARKERS CORNER (1994)
 EH2305
 EH2305                         *CURRENT SURVEY CONTROL
 EH2305  ___________________________________________________________________
 EH2305* NAD 83(1986)-  34 39 21.     (N)    091 37 42.     (W)     SCALED    
 EH2305* NAVD 88     -        68.240  (meters)     223.88   (feet)  POSTED    
 EH2305  ___________________________________________________________________
 EH2305  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH2305  DYNAMIC HT  -          68.180 (meters)     223.69  (feet)  COMP
 EH2305  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 EH2305
 EH2305  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2305
 EH2305.The horizontal coordinates were scaled from a topographic map and have
 EH2305.an estimated accuracy of +/- 6 seconds.
 EH2305
 EH2305.The orthometric height was determined by differential leveling
 EH2305.and adjusted by the National Geodetic Survey in 1992..
 EH2305.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2305.rate of 0.0 thru 1.0 mm/km.
 EH2305
 EH2305.The geoid height was determined by GEOID03.
 EH2305
 EH2305.The dynamic height is computed by dividing the NAVD 88
 EH2305.geopotential number by the normal gravity value computed on the
 EH2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2305.degrees latitude (g = 980.6199 gals.).
 EH2305
 EH2305.The modeled gravity was interpolated from observed gravity values.
 EH2305
 EH2305;                    North         East    Units  Estimated Accuracy
 EH2305;SPC AR S     -   620,690.      434,070.      MT  (+/- 180 meters Scaled)
 EH2305
 EH2305                          SUPERSEDED SURVEY CONTROL
 EH2305
 EH2305  NGVD 29 (??/??/??)   68.248  (m)          223.91   (f) ADJUSTED    2 0
 EH2305
 EH2305.Superseded values are not recommended for survey control.
 EH2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2305.See file dsdata.txt to determine how the superseded data were derived.
 EH2305
 EH2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU256357(NAD 83)
 EH2305_MARKER: S = SPIKE
 EH2305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2305_SP_SET: POLE
 EH2305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2305
 EH2305  HISTORY     - Date     Condition        Report By
 EH2305  HISTORY     - UNK      MONUMENTED       USGS
 EH2305  HISTORY     - 1937     GOOD             ARGS
 EH2305
 EH2305                          STATION DESCRIPTION
 EH2305
 EH2305'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH2305'3.1 MI W FROM SLOVAC.
 EH2305'3.1 MILES WEST ALONG COUNTY ROADS FROM A FRAME CHURCH.  0.1 MILE WEST
 EH2305'OF WYLIE SCHOOL AT THE JUNCTION OF A ROAD LEADING NORTH.  23 FEET
 EH2305'SOUTH OF THE CENTER LINE OF THE BASE LINE ROAD ON LINE WITH THE EAST
 EH2305'RIGHT OF WAY FENCE OF THE ROAD LEADING NORTH.  IN THE NORTH SIDE OF A
 EH2305'POLE.  6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1107 ***********************************************************************
 DK1107  DESIGNATION -  2250 A CAP
 DK1107  PID         -  DK1107
 DK1107  STATE/COUNTY-  AR/CHICOT
 DK1107  USGS QUAD   -  RED LEAF (1970)
 DK1107
 DK1107                         *CURRENT SURVEY CONTROL
 DK1107  ___________________________________________________________________
 DK1107* NAD 83(1986)-  33 16 57.     (N)    091 10 02.     (W)     SCALED    
 DK1107* NAVD 88     -        35.65   (+/-2cm)     117.0    (feet)  VERTCON   
 DK1107  ___________________________________________________________________
 DK1107  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1107
 DK1107  VERT ORDER  -  ? (See Below)
 DK1107
 DK1107.The horizontal coordinates were scaled from a topographic map and have
 DK1107.an estimated accuracy of +/- 6 seconds.
 DK1107
 DK1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1107.The vertical order pertains to the NGVD 29 superseded value.
 DK1107
 DK1107.The geoid height was determined by GEOID03.
 DK1107
 DK1107;                    North         East    Units  Estimated Accuracy
 DK1107;SPC AR S     -   468,620.      477,580.      MT  (+/- 180 meters Scaled)
 DK1107
 DK1107                          SUPERSEDED SURVEY CONTROL
 DK1107
 DK1107  NGVD 29 (??/??/??)   35.711  (m)          117.16   (f) ADJUSTED    ?  
 DK1107
 DK1107.Superseded values are not recommended for survey control.
 DK1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1107.See file dsdata.txt to determine how the superseded data were derived.
 DK1107
 DK1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS706841(NAD 83)
 DK1107_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1107_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1107_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1107
 DK1107  HISTORY     - Date     Condition        Report By
 DK1107  HISTORY     - UNK      MONUMENTED       DOD
 DK1107  HISTORY     - 1934     GOOD             CGS
 DK1107
 DK1107                          STATION DESCRIPTION
 DK1107
 DK1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1107'0.5 MI N FROM SUNNYSIDE.
 DK1107'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1107'OF THE MISS. RIVER, CHICOT CO., ARK., APPROX. 1/2 MILE ABOVE
 DK1107'SUNNYSIDE, ARK., 466 FT. WEST OF LEVEE AT L.S. NO. 2550 (1933) ABOUT
 DK1107'200 FEET SOUTH OF CABIN, ABOUT 300 FT. NORTHWEST OF ANOTHER CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0959 ***********************************************************************
 FF0959  DESIGNATION -  229.80
 FF0959  PID         -  FF0959
 FF0959  STATE/COUNTY-  AR/JACKSON
 FF0959  USGS QUAD   -  NEWPORT (1981)
 FF0959
 FF0959                         *CURRENT SURVEY CONTROL
 FF0959  ___________________________________________________________________
 FF0959* NAD 83(1986)-  35 36 16.     (N)    091 16 55.     (W)     SCALED    
 FF0959* NAVD 88     -        69.232  (meters)     227.14   (feet)  ADJUSTED  
 FF0959  ___________________________________________________________________
 FF0959  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF0959  DYNAMIC HT  -          69.172 (meters)     226.94  (feet)  COMP
 FF0959  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 FF0959
 FF0959  VERT ORDER  -  FIRST     CLASS II
 FF0959
 FF0959.The horizontal coordinates were scaled from a topographic map and have
 FF0959.an estimated accuracy of +/- 6 seconds.
 FF0959
 FF0959.The orthometric height was determined by differential leveling
 FF0959.and adjusted by the National Geodetic Survey in June 1991..
 FF0959
 FF0959.The geoid height was determined by GEOID03.
 FF0959
 FF0959.The dynamic height is computed by dividing the NAVD 88
 FF0959.geopotential number by the normal gravity value computed on the
 FF0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0959.degrees latitude (g = 980.6199 gals.).
 FF0959
 FF0959.The modeled gravity was interpolated from observed gravity values.
 FF0959
 FF0959;                    North         East    Units  Estimated Accuracy
 FF0959;SPC AR N     -   141,260.      465,060.      MT  (+/- 180 meters Scaled)
 FF0959
 FF0959                          SUPERSEDED SURVEY CONTROL
 FF0959
 FF0959  NGVD 29 (??/??/??)   69.169  (m)          226.93   (f) ADJUSTED    1 2
 FF0959
 FF0959.Superseded values are not recommended for survey control.
 FF0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0959.See file dsdata.txt to determine how the superseded data were derived.
 FF0959
 FF0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV556414(NAD 83)
 FF0959_MARKER: DD = SURVEY DISK
 FF0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0959_SP_SET: WINDOW
 FF0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0959
 FF0959  HISTORY     - Date     Condition        Report By
 FF0959  HISTORY     - UNK      MONUMENTED       MPRR
 FF0959  HISTORY     - 1931     GOOD             CGS
 FF0959  HISTORY     - 1934     GOOD             CGS
 FF0959  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0959
 FF0959                          STATION DESCRIPTION
 FF0959
 FF0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0959'AT NEWPORT.
 FF0959'AT NEWPORT, JACKSON COUNTY, IN THE SOUTH WALL OF THE COUNTY
 FF0959'COURTHOUSE, AT THE OPENING OF THE WEST WINDOW, AND IN THE
 FF0959'LIMESTONE COURSE 1.9 FEET ABOVE THE BOTTOM SILL.  THE SECOND
 FF0959'HORIZONTAL LINE CUT IN THE LIMESTONE WITH THE LETTER A CUT ABOVE
 FF0959'THE MARK.
 FF0959
 FF0959                          STATION RECOVERY (1934)
 FF0959
 FF0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0959'RECOVERED IN GOOD CONDITION.
 FF0959
 FF0959                          STATION RECOVERY (1974)
 FF0959
 FF0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0134 ***********************************************************************
 FG0134  DESIGNATION -  23 RHM
 FG0134  PID         -  FG0134
 FG0134  STATE/COUNTY-  AR/FAULKNER
 FG0134  USGS QUAD   -  ENOLA (1982)
 FG0134
 FG0134                         *CURRENT SURVEY CONTROL
 FG0134  ___________________________________________________________________
 FG0134* NAD 83(1986)-  35 09 57.     (N)    092 09 47.     (W)     SCALED    
 FG0134* NAVD 88     -       102.379  (meters)     335.89   (feet)  ADJUSTED  
 FG0134  ___________________________________________________________________
 FG0134  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FG0134  DYNAMIC HT  -         102.284 (meters)     335.58  (feet)  COMP
 FG0134  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FG0134
 FG0134  VERT ORDER  -  SECOND    CLASS 0
 FG0134
 FG0134.The horizontal coordinates were scaled from a topographic map and have
 FG0134.an estimated accuracy of +/- 6 seconds.
 FG0134
 FG0134.The orthometric height was determined by differential leveling
 FG0134.and adjusted by the National Geodetic Survey in June 1991..
 FG0134
 FG0134.The geoid height was determined by GEOID03.
 FG0134
 FG0134.The dynamic height is computed by dividing the NAVD 88
 FG0134.geopotential number by the normal gravity value computed on the
 FG0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0134.degrees latitude (g = 980.6199 gals.).
 FG0134
 FG0134.The modeled gravity was interpolated from observed gravity values.
 FG0134
 FG0134;                    North         East    Units  Estimated Accuracy
 FG0134;SPC AR N     -    92,370.      385,150.      MT  (+/- 180 meters Scaled)
 FG0134
 FG0134                          SUPERSEDED SURVEY CONTROL
 FG0134
 FG0134  NGVD 29 (??/??/92)  102.367  (m)          335.85   (f) ADJ UNCH    2 0
 FG0134
 FG0134.Superseded values are not recommended for survey control.
 FG0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0134.See file dsdata.txt to determine how the superseded data were derived.
 FG0134
 FG0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU762917(NAD 83)
 FG0134_MARKER: DB = BENCH MARK DISK
 FG0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0134_STAMPING: 23 RHM 1960
 FG0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0134+STABILITY: SURFACE MOTION
 FG0134
 FG0134  HISTORY     - Date     Condition        Report By
 FG0134  HISTORY     - 1960     MONUMENTED       USGS
 FG0134  HISTORY     - 1962     GOOD             NGS
 FG0134  HISTORY     - 1986     GOOD             USPSQD
 FG0134
 FG0134                          STATION DESCRIPTION
 FG0134
 FG0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0134'4.95 MI SW FROM MOUNT VERNON.
 FG0134'4.95 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0134'MOUNT VERNON, 121 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 FG0134'45.4 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7 FEET SOUTHWEST
 FG0134'OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY, SET IN TOP OF A SQUARE
 FG0134'CONCRETE POST.
 FG0134
 FG0134                          STATION RECOVERY (1986)
 FG0134
 FG0134'RECOVERY NOTE BY US POWER SQUADRON 1986 (MMS)
 FG0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0413 ***********************************************************************
 DL0413  DESIGNATION -  230 HS
 DL0413  PID         -  DL0413
 DL0413  STATE/COUNTY-  AR/OUACHITA
 DL0413  USGS QUAD   -  CHIDESTER (1973)
 DL0413
 DL0413                         *CURRENT SURVEY CONTROL
 DL0413  ___________________________________________________________________
 DL0413* NAD 83(1986)-  33 42 12.     (N)    093 01 13.     (W)     SCALED    
 DL0413* NAVD 88     -        70.147  (meters)     230.14   (feet)  ADJUSTED  
 DL0413  ___________________________________________________________________
 DL0413  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DL0413  DYNAMIC HT  -          70.075 (meters)     229.90  (feet)  COMP
 DL0413  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 DL0413
 DL0413  VERT ORDER  -  FIRST     CLASS II
 DL0413
 DL0413.The horizontal coordinates were scaled from a topographic map and have
 DL0413.an estimated accuracy of +/- 6 seconds.
 DL0413
 DL0413.The orthometric height was determined by differential leveling
 DL0413.and adjusted by the National Geodetic Survey in June 1991..
 DL0413
 DL0413.The geoid height was determined by GEOID03.
 DL0413
 DL0413.The dynamic height is computed by dividing the NAVD 88
 DL0413.geopotential number by the normal gravity value computed on the
 DL0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0413.degrees latitude (g = 980.6199 gals.).
 DL0413
 DL0413.The modeled gravity was interpolated from observed gravity values.
 DL0413
 DL0413;                    North         East    Units  Estimated Accuracy
 DL0413;SPC AR S     -   515,450.      305,420.      MT  (+/- 180 meters Scaled)
 DL0413
 DL0413                          SUPERSEDED SURVEY CONTROL
 DL0413
 DL0413  NGVD 29 (??/??/92)   70.164  (m)          230.20   (f) ADJ UNCH    1 2
 DL0413
 DL0413.Superseded values are not recommended for survey control.
 DL0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0413.See file dsdata.txt to determine how the superseded data were derived.
 DL0413
 DL0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT981292(NAD 83)
 DL0413_MARKER: P = PIPE CAP
 DL0413_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0413_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0413_STAMPING: 230 H.S.
 DL0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0413
 DL0413  HISTORY     - Date     Condition        Report By
 DL0413  HISTORY     - UNK      MONUMENTED       USGS
 DL0413  HISTORY     - 1960     GOOD             NGS
 DL0413  HISTORY     - 1964     GOOD             NGS
 DL0413
 DL0413                          STATION DESCRIPTION
 DL0413
 DL0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0413'IN CHIDESTER.
 DL0413'AT CHIDESTER, 9 1/2 RAILS NORTHWEST OF THE POST OFFICE, AT THE CORNER
 DL0413'OF SECTIONS 11, 12, 13, 14, T 12 S, R 19 W, 143 FEET EAST OF AND
 DL0413'ACROSS THE TRACK FROM A LONE 36-INCH OAK TREE, 144 FEET NORTH OF THE
 DL0413'CENTER LINE OF A ROAD CROSSING, 63 FEET SOUTH-SOUTHWEST OF AND ACROSS
 DL0413'AN ASPHALT ROAD FROM A 20-INCH TREE AT THE CORNER OF A HOUSE, 48.3
 DL0413'FEET NORTHEAST OF THE CENTER OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 DL0413'24 FEET SOUTHWEST OF THE CENTER LINE OF AN ASPHALT STREET, 18 FEET
 DL0413'NORTHEAST OF A ROW OF POLES, 36 FEET NORTH-NORTHWEST OF A TELEPHONE
 DL0413'POLE, 1 1/2 FEET BELOW THE TRACK, A U.S.G.S. CAP RIVETED ON THE TOP OF
 DL0413'A 3 1/2-INCH IRON PIPE WHICH IS BADLY BATTERED, PROJECTING 3-INCHES.
 DL0413
 DL0413                          STATION RECOVERY (1964)
 DL0413
 DL0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1092 ***********************************************************************
 DK1092  DESIGNATION -  2300 A BOLT
 DK1092  PID         -  DK1092
 DK1092  STATE/COUNTY-  AR/CHICOT
 DK1092  USGS QUAD   -  RED LEAF (1970)
 DK1092
 DK1092                         *CURRENT SURVEY CONTROL
 DK1092  ___________________________________________________________________
 DK1092* NAD 83(1986)-  33 20 23.     (N)    091 11 13.     (W)     SCALED    
 DK1092* NAVD 88     -        37.67   (+/-2cm)     123.6    (feet)  VERTCON   
 DK1092  ___________________________________________________________________
 DK1092  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK1092
 DK1092  VERT ORDER  -  ? (See Below)
 DK1092
 DK1092.The horizontal coordinates were scaled from a topographic map and have
 DK1092.an estimated accuracy of +/- 6 seconds.
 DK1092
 DK1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1092.The vertical order pertains to the NGVD 29 superseded value.
 DK1092
 DK1092.The geoid height was determined by GEOID03.
 DK1092
 DK1092;                    North         East    Units  Estimated Accuracy
 DK1092;SPC AR S     -   474,950.      475,690.      MT  (+/- 180 meters Scaled)
 DK1092
 DK1092                          SUPERSEDED SURVEY CONTROL
 DK1092
 DK1092  NGVD 29 (??/??/??)   37.744  (m)          123.83   (f) ADJUSTED    ?  
 DK1092
 DK1092.Superseded values are not recommended for survey control.
 DK1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1092.See file dsdata.txt to determine how the superseded data were derived.
 DK1092
 DK1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS687904(NAD 83)
 DK1092_MARKER: B = BOLT
 DK1092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1092_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1092
 DK1092  HISTORY     - Date     Condition        Report By
 DK1092  HISTORY     - UNK      MONUMENTED       DOD
 DK1092  HISTORY     - 1934     GOOD             CGS
 DK1092
 DK1092                          STATION DESCRIPTION
 DK1092
 DK1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1092'IN VAUCLUSE LANDING.
 DK1092'AT VAUCLUSE LANDING, CHICOT COUNTY, ON THE EAST BANK OF THE OLD BED OF
 DK1092'LAKE CHICOT, ABOUT 1,100 FEET NORTHWEST OF H.W. GAGE 96, 959 FEET
 DK1092'NORTHWEST OF LEVEE STATION 2300, ABOUT 778 FEET WEST OF THE CENTER
 DK1092'LINE OF THE LEVEE, ABOUT 600 FEET SOUTH OF A BLAZED 8-INCH TWIN LOCUST
 DK1092'TREE, AND ABOUT 100 FEET NORTHEAST OF A BLAZED 8-INCH PECAN TREE. A
 DK1092'COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 DK1092'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 DK1092'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1093 ***********************************************************************
 DK1093  DESIGNATION -  2300 A CAP
 DK1093  PID         -  DK1093
 DK1093  STATE/COUNTY-  AR/CHICOT
 DK1093  USGS QUAD   -  RED LEAF (1970)
 DK1093
 DK1093                         *CURRENT SURVEY CONTROL
 DK1093  ___________________________________________________________________
 DK1093* NAD 83(1986)-  33 20 23.     (N)    091 11 13.     (W)     SCALED    
 DK1093* NAVD 88     -        38.89   (+/-2cm)     127.6    (feet)  VERTCON   
 DK1093  ___________________________________________________________________
 DK1093  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK1093
 DK1093  VERT ORDER  -  ? (See Below)
 DK1093
 DK1093.The horizontal coordinates were scaled from a topographic map and have
 DK1093.an estimated accuracy of +/- 6 seconds.
 DK1093
 DK1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1093.The vertical order pertains to the NGVD 29 superseded value.
 DK1093
 DK1093.The geoid height was determined by GEOID03.
 DK1093
 DK1093;                    North         East    Units  Estimated Accuracy
 DK1093;SPC AR S     -   474,950.      475,690.      MT  (+/- 180 meters Scaled)
 DK1093
 DK1093                          SUPERSEDED SURVEY CONTROL
 DK1093
 DK1093  NGVD 29 (??/??/??)   38.957  (m)          127.81   (f) ADJUSTED    ?  
 DK1093
 DK1093.Superseded values are not recommended for survey control.
 DK1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1093.See file dsdata.txt to determine how the superseded data were derived.
 DK1093
 DK1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS687904(NAD 83)
 DK1093_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1093
 DK1093  HISTORY     - Date     Condition        Report By
 DK1093  HISTORY     - UNK      MONUMENTED       DOD
 DK1093  HISTORY     - 1934     GOOD             CGS
 DK1093
 DK1093                          STATION DESCRIPTION
 DK1093
 DK1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1093'IN VAUCLUSE.
 DK1093'B.M. IS A PIPE STONE BENCH WITH BRASS CAP LOCATED ON THE RIGHT BANK OF
 DK1093'THE MISS. RIVER, CHICOT CO., ARK., AT VAUCLUSE, ON EAST BANK OF OLD
 DK1093'BED OF LAKE CHICOT, 778 FT. WEST OF CENTER LINE OF LEVEE AT STA. 2291
 DK1093'73, ABOUT 600 FT. SOUTH OF 8-INCH BLAZED TWIN LOCUST TREE, ABOUT 100
 DK1093'FT. EAST OF 8-INCH PECAN TREE, ABOUT 1100 FT. NORTHWEST OF H.W. GAGE
 DK1093'96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1732 ***********************************************************************
 EH1732  DESIGNATION -  23/24
 EH1732  PID         -  EH1732
 EH1732  STATE/COUNTY-  AR/JEFFERSON
 EH1732  USGS QUAD   -  CORNERSTONE (1975)
 EH1732
 EH1732                         *CURRENT SURVEY CONTROL
 EH1732  ___________________________________________________________________
 EH1732* NAD 83(1986)-  34 11 03.     (N)    091 41 57.     (W)     SCALED    
 EH1732* NAVD 88     -        58.693  (meters)     192.56   (feet)  ADJUSTED  
 EH1732  ___________________________________________________________________
 EH1732  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1732  DYNAMIC HT  -          58.636 (meters)     192.37  (feet)  COMP
 EH1732  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 EH1732
 EH1732  VERT ORDER  -  SECOND    CLASS 0
 EH1732
 EH1732.The horizontal coordinates were scaled from a topographic map and have
 EH1732.an estimated accuracy of +/- 6 seconds.
 EH1732
 EH1732.The orthometric height was determined by differential leveling
 EH1732.and adjusted by the National Geodetic Survey in August 1993..
 EH1732
 EH1732.The geoid height was determined by GEOID03.
 EH1732
 EH1732.The dynamic height is computed by dividing the NAVD 88
 EH1732.geopotential number by the normal gravity value computed on the
 EH1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1732.degrees latitude (g = 980.6199 gals.).
 EH1732
 EH1732.The modeled gravity was interpolated from observed gravity values.
 EH1732
 EH1732;                    North         East    Units  Estimated Accuracy
 EH1732;SPC AR S     -   568,350.      427,730.      MT  (+/- 180 meters Scaled)
 EH1732
 EH1732                          SUPERSEDED SURVEY CONTROL
 EH1732
 EH1732  NAVD 88 (06/15/91)   58.718  (m)          192.64   (f) UNKNOWN     2 0
 EH1732  NGVD 29 (??/??/??)   58.756  (m)          192.77   (f) ADJUSTED    2 0
 EH1732
 EH1732.Superseded values are not recommended for survey control.
 EH1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1732.See file dsdata.txt to determine how the superseded data were derived.
 EH1732
 EH1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT198833(NAD 83)
 EH1732_MARKER: P = PIPE CAP
 EH1732_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1732_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1732_STAMPING: B M 23/24
 EH1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1732
 EH1732  HISTORY     - Date     Condition        Report By
 EH1732  HISTORY     - UNK      MONUMENTED       DOD
 EH1732  HISTORY     - 1940     GOOD             CGS
 EH1732  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1732
 EH1732                          STATION DESCRIPTION
 EH1732
 EH1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1732'0.2 MI W FROM SWAN LAKE.
 EH1732'0.2 MILE WEST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1732'SWAN LAKE, JEFFERSON COUNTY, 1.8 MILES EAST OF THE KINGS BAYOU
 EH1732'FLOODGATE, 32 FEET NORTHEAST OF CONCRETE MILEPOST 23/24, 0.1 MILE WEST
 EH1732'OF THE CENTER OF THE INTERSECTION OF A ROAD AND THE TOP OF THE LEVEE,
 EH1732'67 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET NORTH OF
 EH1732'THE CENTERLINE OF THE LEVEE.  A STANDARD CAP, STAMPED B M 23/24 AND
 EH1732'RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 4 INCHES ABOVE
 EH1732'GROUND.
 EH1732
 EH1732                          STATION RECOVERY (2003)
 EH1732
 EH1732'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1731 ***********************************************************************
 EH1731  DESIGNATION -  23/24 REF
 EH1731  PID         -  EH1731
 EH1731  STATE/COUNTY-  AR/JEFFERSON
 EH1731  USGS QUAD   -  CORNERSTONE (1975)
 EH1731
 EH1731                         *CURRENT SURVEY CONTROL
 EH1731  ___________________________________________________________________
 EH1731* NAD 83(1986)-  34 11 01.     (N)    091 41 48.     (W)     SCALED    
 EH1731* NAVD 88     -        58.189  (meters)     190.91   (feet)  ADJUSTED  
 EH1731  ___________________________________________________________________
 EH1731  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1731  DYNAMIC HT  -          58.132 (meters)     190.72  (feet)  COMP
 EH1731  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 EH1731
 EH1731  VERT ORDER  -  SECOND    CLASS 0
 EH1731
 EH1731.The horizontal coordinates were scaled from a topographic map and have
 EH1731.an estimated accuracy of +/- 6 seconds.
 EH1731
 EH1731.The orthometric height was determined by differential leveling
 EH1731.and adjusted by the National Geodetic Survey in August 1993..
 EH1731
 EH1731.The geoid height was determined by GEOID03.
 EH1731
 EH1731.The dynamic height is computed by dividing the NAVD 88
 EH1731.geopotential number by the normal gravity value computed on the
 EH1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1731.degrees latitude (g = 980.6199 gals.).
 EH1731
 EH1731.The modeled gravity was interpolated from observed gravity values.
 EH1731
 EH1731;                    North         East    Units  Estimated Accuracy
 EH1731;SPC AR S     -   568,290.      427,960.      MT  (+/- 180 meters Scaled)
 EH1731
 EH1731                          SUPERSEDED SURVEY CONTROL
 EH1731
 EH1731  NAVD 88 (06/15/91)   58.215  (m)          190.99   (f) UNKNOWN     2 0
 EH1731  NGVD 29 (??/??/??)   58.252  (m)          191.12   (f) ADJUSTED    2 0
 EH1731
 EH1731.Superseded values are not recommended for survey control.
 EH1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1731.See file dsdata.txt to determine how the superseded data were derived.
 EH1731
 EH1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT201832(NAD 83)
 EH1731_MARKER: P = PIPE CAP
 EH1731_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1731_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1731_STAMPING: B M REF 23/24
 EH1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1731
 EH1731  HISTORY     - Date     Condition        Report By
 EH1731  HISTORY     - UNK      MONUMENTED       DOD
 EH1731  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1731  HISTORY     - 19980801 MARK NOT FOUND   NRCS
 EH1731
 EH1731                          STATION DESCRIPTION
 EH1731
 EH1731'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1731'IN SWAN LAKE.
 EH1731'AT SWAN LAKE, JEFFERSON COUNTY, ON STATE HIGHWAY 88, 0.1 MILE WEST OF
 EH1731'THE MORGAN GENERAL STORE, 95 YARDS SOUTHWEST OF A SAWMILL, 64 FEET
 EH1731'NORTH OF THE CENTERLINE OF THE LEVEE, 35 FEET SOUTHWEST OF THE CENTER
 EH1731'OF A T-ROAD JUNCTION, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EH1731'4.5 FEET SOUTHEAST OF A POLE, AND 4.5 FEET EAST OF A FENCE CROSSING
 EH1731'THE LEVEE.  A STANDARD CAP, STAMPED B M REF 23/24 AND RIVETED ON THE
 EH1731'TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 EH1731
 EH1731                          STATION RECOVERY (1998)
 EH1731
 EH1731'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH1731'NOT FOUND.  WITNESS POST LOCATED BUT NO MONUMENT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0486 ***********************************************************************
 DL0486  DESIGNATION -  234
 DL0486  PID         -  DL0486
 DL0486  STATE/COUNTY-  AR/NEVADA
 DL0486  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0486
 DL0486                         *CURRENT SURVEY CONTROL
 DL0486  ___________________________________________________________________
 DL0486* NAD 83(1986)-  33 51 01.     (N)    093 19 31.     (W)     SCALED    
 DL0486* NAVD 88     -        71.661  (meters)     235.11   (feet)  ADJUSTED  
 DL0486  ___________________________________________________________________
 DL0486  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DL0486  DYNAMIC HT  -          71.588 (meters)     234.87  (feet)  COMP
 DL0486  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 DL0486
 DL0486  VERT ORDER  -  SECOND    CLASS 0
 DL0486
 DL0486.The horizontal coordinates were scaled from a topographic map and have
 DL0486.an estimated accuracy of +/- 6 seconds.
 DL0486
 DL0486.The orthometric height was determined by differential leveling
 DL0486.and adjusted by the National Geodetic Survey in June 1991..
 DL0486
 DL0486.The geoid height was determined by GEOID03.
 DL0486
 DL0486.The dynamic height is computed by dividing the NAVD 88
 DL0486.geopotential number by the normal gravity value computed on the
 DL0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0486.degrees latitude (g = 980.6199 gals.).
 DL0486
 DL0486.The modeled gravity was interpolated from observed gravity values.
 DL0486
 DL0486;                    North         East    Units  Estimated Accuracy
 DL0486;SPC AR S     -   532,070.      277,360.      MT  (+/- 180 meters Scaled)
 DL0486
 DL0486                          SUPERSEDED SURVEY CONTROL
 DL0486
 DL0486  NGVD 29 (??/??/92)   71.662  (m)          235.11   (f) ADJ UNCH    2 0
 DL0486
 DL0486.Superseded values are not recommended for survey control.
 DL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0486.See file dsdata.txt to determine how the superseded data were derived.
 DL0486
 DL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT699456(NAD 83)
 DL0486_MARKER: P = PIPE CAP
 DL0486_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0486_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0486_STAMPING: H.S. 234
 DL0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0486
 DL0486  HISTORY     - Date     Condition        Report By
 DL0486  HISTORY     - UNK      MONUMENTED       MPRR
 DL0486  HISTORY     - 1935     GOOD             NGS
 DL0486  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0486
 DL0486                          STATION DESCRIPTION
 DL0486
 DL0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0486'IN BOUGHTON.
 DL0486'138 FEET NORTHWEST OF CENTERLINE OF MISSOURI PACIFIC R.R. MAIN LINE
 DL0486'TRACK.  36.2 FEET SOUTH OF SOUTH CORNER OF E. DELAUGHTERS RESIDENCE.
 DL0486'17.7 FEET NORTH OF CONCRETE GATE POST AT SOUTH CORNER OF YARD.  11.8
 DL0486'FEET SOUTHWEST OF MAGNOLIA TREE 1.3 FT. IN DIAMETER AT BASE.  8.8 FEET
 DL0486'NORTHWEST OF CENTERLINE OF CONCRETE WALK.  IRON PIPE WITH BRONZE CAP.
 DL0486
 DL0486                          STATION RECOVERY (1963)
 DL0486
 DL0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1096 ***********************************************************************
 DK1096  DESIGNATION -  2350 A BOLT
 DK1096  PID         -  DK1096
 DK1096  STATE/COUNTY-  AR/CHICOT
 DK1096  USGS QUAD   -  RED LEAF (1970)
 DK1096
 DK1096                         *CURRENT SURVEY CONTROL
 DK1096  ___________________________________________________________________
 DK1096* NAD 83(1986)-  33 19 39.     (N)    091 11 53.     (W)     SCALED    
 DK1096* NAVD 88     -        36.89   (+/-2cm)     121.0    (feet)  VERTCON   
 DK1096  ___________________________________________________________________
 DK1096  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DK1096
 DK1096  VERT ORDER  -  ? (See Below)
 DK1096
 DK1096.The horizontal coordinates were scaled from a topographic map and have
 DK1096.an estimated accuracy of +/- 6 seconds.
 DK1096
 DK1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1096.The vertical order pertains to the NGVD 29 superseded value.
 DK1096
 DK1096.The geoid height was determined by GEOID03.
 DK1096
 DK1096;                    North         East    Units  Estimated Accuracy
 DK1096;SPC AR S     -   473,590.      474,670.      MT  (+/- 180 meters Scaled)
 DK1096
 DK1096                          SUPERSEDED SURVEY CONTROL
 DK1096
 DK1096  NGVD 29 (??/??/??)   36.958  (m)          121.25   (f) ADJUSTED    ?  
 DK1096
 DK1096.Superseded values are not recommended for survey control.
 DK1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1096.See file dsdata.txt to determine how the superseded data were derived.
 DK1096
 DK1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS677890(NAD 83)
 DK1096_MARKER: B = BOLT
 DK1096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1096
 DK1096  HISTORY     - Date     Condition        Report By
 DK1096  HISTORY     - UNK      MONUMENTED       DOD
 DK1096  HISTORY     - 1934     GOOD             CGS
 DK1096
 DK1096                          STATION DESCRIPTION
 DK1096
 DK1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1096'1.0 MI SW FROM VAUCLUSE LANDING.
 DK1096'1.0 MILE SOUTHWEST ALONG THE LEVEE FROM VAUCLUSE LANDING, CHICOT
 DK1096'COUNTY, SOUTHWEST OF THE LOWER END OF THE REVETMENT, AT THE UPPER END
 DK1096'OF WALKER BEND, ABOUT 590 FEET WEST OF LEVEE STATION 2350, ABOUT 600
 DK1096'FEET NORTH OF A SMALL CABIN, AND 17 FEET EAST OF THE CENTER LINE OF A
 DK1096'NORTH-AND-SOUTH GRADED ROAD.  A COPPER BOLT, SET IN THE TOP OF A STONE
 DK1096'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1096'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1097 ***********************************************************************
 DK1097  DESIGNATION -  2350 A CAP
 DK1097  PID         -  DK1097
 DK1097  STATE/COUNTY-  AR/CHICOT
 DK1097  USGS QUAD   -  RED LEAF (1970)
 DK1097
 DK1097                         *CURRENT SURVEY CONTROL
 DK1097  ___________________________________________________________________
 DK1097* NAD 83(1986)-  33 19 39.     (N)    091 11 53.     (W)     SCALED    
 DK1097* NAVD 88     -        38.09   (+/-2cm)     125.0    (feet)  VERTCON   
 DK1097  ___________________________________________________________________
 DK1097  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DK1097
 DK1097  VERT ORDER  -  ? (See Below)
 DK1097
 DK1097.The horizontal coordinates were scaled from a topographic map and have
 DK1097.an estimated accuracy of +/- 6 seconds.
 DK1097
 DK1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1097.The vertical order pertains to the NGVD 29 superseded value.
 DK1097
 DK1097.The geoid height was determined by GEOID03.
 DK1097
 DK1097;                    North         East    Units  Estimated Accuracy
 DK1097;SPC AR S     -   473,590.      474,670.      MT  (+/- 180 meters Scaled)
 DK1097
 DK1097                          SUPERSEDED SURVEY CONTROL
 DK1097
 DK1097  NGVD 29 (??/??/??)   38.167  (m)          125.22   (f) ADJUSTED    ?  
 DK1097
 DK1097.Superseded values are not recommended for survey control.
 DK1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1097.See file dsdata.txt to determine how the superseded data were derived.
 DK1097
 DK1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS677890(NAD 83)
 DK1097_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1097
 DK1097  HISTORY     - Date     Condition        Report By
 DK1097  HISTORY     - UNK      MONUMENTED       DOD
 DK1097  HISTORY     - 1934     GOOD             CGS
 DK1097
 DK1097                          STATION DESCRIPTION
 DK1097
 DK1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1097'1 MI S FROM VAUCLUSE.
 DK1097'B.M. IS A PIPE STONE BENCH WITH BRASS CAP LOCATED ON THE RIGHT BANK OF
 DK1097'THE MISS. RIVER, CHICOT CO., ARK., AT THE LOWER END OF VAUCLUSE
 DK1097'REVETMENT, APPROX. 17 FT. EAST OF CENTER LINE OF NORTH AND SOUTH
 DK1097'GRADED ROAD, APPROX. 600 FT. NORTH OF SMALL CABIN, 1150 FT. SOUTH OF
 DK1097'B.M. 40 M, APPROX. 1 MILE BELOW VAUCLUSE, ARK., 580 FT. WEST OF LEVEE
 DK1097'AT L.S. NO. 2350.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0503 ***********************************************************************
 DL0503  DESIGNATION -  237
 DL0503  PID         -  DL0503
 DL0503  STATE/COUNTY-  AR/CLARK
 DL0503  USGS QUAD   -  GURDON (1970)
 DL0503
 DL0503                         *CURRENT SURVEY CONTROL
 DL0503  ___________________________________________________________________
 DL0503* NAD 83(1986)-  33 53 27.     (N)    093 12 14.     (W)     SCALED    
 DL0503* NAVD 88     -        72.776  (meters)     238.77   (feet)  ADJUSTED  
 DL0503  ___________________________________________________________________
 DL0503  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL0503  DYNAMIC HT  -          72.702 (meters)     238.52  (feet)  COMP
 DL0503  MODELED GRAV-     979,624.8   (mgal)                       NAVD 88
 DL0503
 DL0503  VERT ORDER  -  SECOND    CLASS 0
 DL0503
 DL0503.The horizontal coordinates were scaled from a topographic map and have
 DL0503.an estimated accuracy of +/- 6 seconds.
 DL0503
 DL0503.The orthometric height was determined by differential leveling
 DL0503.and adjusted by the National Geodetic Survey in June 1991..
 DL0503
 DL0503.The geoid height was determined by GEOID03.
 DL0503
 DL0503.The dynamic height is computed by dividing the NAVD 88
 DL0503.geopotential number by the normal gravity value computed on the
 DL0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0503.degrees latitude (g = 980.6199 gals.).
 DL0503
 DL0503.The modeled gravity was interpolated from observed gravity values.
 DL0503
 DL0503;                    North         East    Units  Estimated Accuracy
 DL0503;SPC AR S     -   536,430.      288,650.      MT  (+/- 180 meters Scaled)
 DL0503
 DL0503                          SUPERSEDED SURVEY CONTROL
 DL0503
 DL0503  NGVD 29 (??/??/92)   72.771  (m)          238.75   (f) ADJ UNCH    2 0
 DL0503
 DL0503.Superseded values are not recommended for survey control.
 DL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0503.See file dsdata.txt to determine how the superseded data were derived.
 DL0503
 DL0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT811500(NAD 83)
 DL0503_MARKER: P = PIPE CAP
 DL0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0503_STAMPING: 237
 DL0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0503
 DL0503  HISTORY     - Date     Condition        Report By
 DL0503  HISTORY     - UNK      MONUMENTED       USGS
 DL0503  HISTORY     - 1960     POOR             NGS
 DL0503  HISTORY     - 1963     POOR             NGS
 DL0503
 DL0503                          STATION DESCRIPTION
 DL0503
 DL0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0503'4.05 MI SW FROM GURDON.
 DL0503'ABOUT 3.9 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0503'STATION AT GURDON, THENCE 0.15 MILE NORTHWEST ALONG A PAVED ROAD, 0.2
 DL0503'MILE NORTH OF THE POST OFFICE AT BEIRNE, 275 1/2 FEET EAST-NORTHEAST
 DL0503'OF PAVED ROAD, 185 FEET EAST OF THE EAST CORNER OF AN ABANDONED
 DL0503'METHODIST CHURCH, 149 FEET NORTHEAST OF THE MOST NORTHEASTERLY ONE OF
 DL0503'2 LARGE OAK TREES, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 DL0503'1 FOOT.
 DL0503
 DL0503                          STATION RECOVERY (1963)
 DL0503
 DL0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0503'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2111 ***********************************************************************
 EH2111  DESIGNATION -  238.8
 EH2111  PID         -  EH2111
 EH2111  STATE/COUNTY-  AR/LONOKE
 EH2111  USGS QUAD   -  LONOKE (1982)
 EH2111
 EH2111                         *CURRENT SURVEY CONTROL
 EH2111  ___________________________________________________________________
 EH2111* NAD 83(1986)-  34 47 08.     (N)    091 53 59.     (W)     SCALED    
 EH2111* NAVD 88     -        72.817  (meters)     238.90   (feet)  ADJUSTED  
 EH2111  ___________________________________________________________________
 EH2111  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH2111  DYNAMIC HT  -          72.749 (meters)     238.68  (feet)  COMP
 EH2111  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 EH2111
 EH2111  VERT ORDER  -  FIRST     CLASS II
 EH2111
 EH2111.The horizontal coordinates were scaled from a topographic map and have
 EH2111.an estimated accuracy of +/- 6 seconds.
 EH2111
 EH2111.The orthometric height was determined by differential leveling
 EH2111.and adjusted by the National Geodetic Survey in June 1991..
 EH2111
 EH2111.The geoid height was determined by GEOID03.
 EH2111
 EH2111.The dynamic height is computed by dividing the NAVD 88
 EH2111.geopotential number by the normal gravity value computed on the
 EH2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2111.degrees latitude (g = 980.6199 gals.).
 EH2111
 EH2111.The modeled gravity was interpolated from observed gravity values.
 EH2111
 EH2111;                    North         East    Units  Estimated Accuracy
 EH2111;SPC AR S     -   635,020.      409,180.      MT  (+/- 180 meters Scaled)
 EH2111
 EH2111                          SUPERSEDED SURVEY CONTROL
 EH2111
 EH2111  NGVD 29 (??/??/??)   72.831  (m)          238.95   (f) ADJUSTED    1 2
 EH2111
 EH2111.Superseded values are not recommended for survey control.
 EH2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2111.See file dsdata.txt to determine how the superseded data were derived.
 EH2111
 EH2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU006498(NAD 83)
 EH2111_MARKER: P = PIPE CAP
 EH2111_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2111_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH2111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2111+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 EH2111
 EH2111  HISTORY     - Date     Condition        Report By
 EH2111  HISTORY     - UNK      MONUMENTED       USDA
 EH2111  HISTORY     - 1967     GOOD             CGS
 EH2111  HISTORY     - 20040628 GOOD             NRCS
 EH2111
 EH2111                          STATION DESCRIPTION
 EH2111
 EH2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2111'IN LONOKE.
 EH2111'IT IS ON THE LONOKE COUNTY COURTHOUSE GROUNDS, 38.6 FEET WEST OF THE
 EH2111'SOUTHWEST CORNER OF THE COURTHOUSE, 53.5 FEET EAST OF THE EAST CURB OF
 EH2111'STATE HIGHWAY 31, 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 EH2111'FOUNDATION OF A CONFEDERATE MONUMENT AND IS ON THE TOP OF A 3 INCH
 EH2111'IRON PIPE WHICH PROJECTS 5 INCHES.
 EH2111
 EH2111                          STATION RECOVERY (2004)
 EH2111
 EH2111'RECOVERY NOTE BY NATL RESOUR CONSERV 2004 (CJB)
 EH2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2366 ***********************************************************************
 EH2366  DESIGNATION -  24 W
 EH2366  PID         -  EH2366
 EH2366  STATE/COUNTY-  AR/PRAIRIE
 EH2366  USGS QUAD   -  SLOVAK (1994)
 EH2366
 EH2366                         *CURRENT SURVEY CONTROL
 EH2366  ___________________________________________________________________
 EH2366* NAD 83(1986)-  34 38 54.     (N)    091 35 02.     (W)     SCALED    
 EH2366* NAVD 88     -        66.909  (meters)     219.52   (feet)  ADJUSTED  
 EH2366  ___________________________________________________________________
 EH2366  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH2366  DYNAMIC HT  -          66.845 (meters)     219.31  (feet)  COMP
 EH2366  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 EH2366
 EH2366  VERT ORDER  -  FIRST     CLASS II
 EH2366
 EH2366.The horizontal coordinates were scaled from a topographic map and have
 EH2366.an estimated accuracy of +/- 6 seconds.
 EH2366
 EH2366.The orthometric height was determined by differential leveling
 EH2366.and adjusted by the National Geodetic Survey in June 1991..
 EH2366.WARNING-Repeat measurements at this control monument indicate possible
 EH2366.vertical movement.
 EH2366
 EH2366.The geoid height was determined by GEOID03.
 EH2366
 EH2366.The dynamic height is computed by dividing the NAVD 88
 EH2366.geopotential number by the normal gravity value computed on the
 EH2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2366.degrees latitude (g = 980.6199 gals.).
 EH2366
 EH2366.The modeled gravity was interpolated from observed gravity values.
 EH2366
 EH2366;                    North         East    Units  Estimated Accuracy
 EH2366;SPC AR S     -   619,870.      438,150.      MT  (+/- 180 meters Scaled)
 EH2366
 EH2366                          SUPERSEDED SURVEY CONTROL
 EH2366
 EH2366  NGVD 29 (??/??/??)   66.931  (m)          219.59   (f) ADJUSTED    1 2
 EH2366
 EH2366.Superseded values are not recommended for survey control.
 EH2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2366.See file dsdata.txt to determine how the superseded data were derived.
 EH2366
 EH2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU297349(NAD 83)
 EH2366_MARKER: DD = SURVEY DISK
 EH2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2366_STAMPING: 24 W 1928 219.649
 EH2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2366+STABILITY: SURFACE MOTION
 EH2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2366+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 EH2366
 EH2366  HISTORY     - Date     Condition        Report By
 EH2366  HISTORY     - 1928     MONUMENTED       USGS
 EH2366  HISTORY     - 1954     GOOD             CGS
 EH2366  HISTORY     - 20030612 GOOD             USACE
 EH2366
 EH2366                          STATION DESCRIPTION
 EH2366
 EH2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2366'0.5 MI W FROM SLOVAC.
 EH2366'0.5 MILE WEST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL AT
 EH2366'SLOVAC, 128 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CHURCH, 46
 EH2366'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF THE
 EH2366'CENTER LINE OF A ROAD LEADING SOUTH, 3 FEET SOUTHEAST OF A FENCE
 EH2366'CORNER, 4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 EH2366'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EH2366
 EH2366                          STATION RECOVERY (2003)
 EH2366
 EH2366'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2366'CHURCH NO LONGER AT LOCATION, PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1098 ***********************************************************************
 DK1098  DESIGNATION -  2400 A BOLT
 DK1098  PID         -  DK1098
 DK1098  STATE/COUNTY-  AR/CHICOT
 DK1098  USGS QUAD   -  RED LEAF (1970)
 DK1098
 DK1098                         *CURRENT SURVEY CONTROL
 DK1098  ___________________________________________________________________
 DK1098* NAD 83(1986)-  33 18 48.     (N)    091 11 45.     (W)     SCALED    
 DK1098* NAVD 88     -        36.94   (+/-2cm)     121.2    (feet)  VERTCON   
 DK1098  ___________________________________________________________________
 DK1098  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DK1098
 DK1098  VERT ORDER  -  ? (See Below)
 DK1098
 DK1098.The horizontal coordinates were scaled from a topographic map and have
 DK1098.an estimated accuracy of +/- 6 seconds.
 DK1098
 DK1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1098.The vertical order pertains to the NGVD 29 superseded value.
 DK1098
 DK1098.The geoid height was determined by GEOID03.
 DK1098
 DK1098;                    North         East    Units  Estimated Accuracy
 DK1098;SPC AR S     -   472,020.      474,880.      MT  (+/- 180 meters Scaled)
 DK1098
 DK1098                          SUPERSEDED SURVEY CONTROL
 DK1098
 DK1098  NGVD 29 (??/??/??)   37.008  (m)          121.42   (f) ADJUSTED    ?  
 DK1098
 DK1098.Superseded values are not recommended for survey control.
 DK1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1098.See file dsdata.txt to determine how the superseded data were derived.
 DK1098
 DK1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS679874(NAD 83)
 DK1098_MARKER: B = BOLT
 DK1098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1098
 DK1098  HISTORY     - Date     Condition        Report By
 DK1098  HISTORY     - UNK      MONUMENTED       DOD
 DK1098  HISTORY     - 1934     GOOD             CGS
 DK1098
 DK1098                          STATION DESCRIPTION
 DK1098
 DK1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1098'2.0 MI S FROM VAUCLUSE LANDING.
 DK1098'2.0 MILES SOUTH ALONG THE LEVEE FROM VANCLUSE LANDING, CHICOT COUNTY,
 DK1098'617 FEET SOUTHWEST OF LEVEE STATION 2400, ABOUT 400 FEET WEST OF THE
 DK1098'SOUTHWEST CORNER OF A CABIN, 22 FEET NORTH OF THE CENTER LINE OF A
 DK1098'FIELD ROAD, AND 10 FEET NORTHEAST OF THE INTERSECTION OF TWO SMALL
 DK1098'DRAINAGE DITCHES.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 DK1098'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 DK1098'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1099 ***********************************************************************
 DK1099  DESIGNATION -  2400 A CAP
 DK1099  PID         -  DK1099
 DK1099  STATE/COUNTY-  AR/CHICOT
 DK1099  USGS QUAD   -  RED LEAF (1970)
 DK1099
 DK1099                         *CURRENT SURVEY CONTROL
 DK1099  ___________________________________________________________________
 DK1099* NAD 83(1986)-  33 18 48.     (N)    091 11 45.     (W)     SCALED    
 DK1099* NAVD 88     -        38.15   (+/-2cm)     125.2    (feet)  VERTCON   
 DK1099  ___________________________________________________________________
 DK1099  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DK1099
 DK1099  VERT ORDER  -  ? (See Below)
 DK1099
 DK1099.The horizontal coordinates were scaled from a topographic map and have
 DK1099.an estimated accuracy of +/- 6 seconds.
 DK1099
 DK1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1099.The vertical order pertains to the NGVD 29 superseded value.
 DK1099
 DK1099.The geoid height was determined by GEOID03.
 DK1099
 DK1099;                    North         East    Units  Estimated Accuracy
 DK1099;SPC AR S     -   472,020.      474,880.      MT  (+/- 180 meters Scaled)
 DK1099
 DK1099                          SUPERSEDED SURVEY CONTROL
 DK1099
 DK1099  NGVD 29 (??/??/??)   38.218  (m)          125.39   (f) ADJUSTED    ?  
 DK1099
 DK1099.Superseded values are not recommended for survey control.
 DK1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1099.See file dsdata.txt to determine how the superseded data were derived.
 DK1099
 DK1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS679874(NAD 83)
 DK1099_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1099_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1099_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1099
 DK1099  HISTORY     - Date     Condition        Report By
 DK1099  HISTORY     - UNK      MONUMENTED       DOD
 DK1099  HISTORY     - 1934     GOOD             CGS
 DK1099
 DK1099                          STATION DESCRIPTION
 DK1099
 DK1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1099'2 MI S FROM VAUCLUSE.
 DK1099'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1099'OF MISS. RIVER, CHICOT CO., ARK., 2 MILES BELOW VAUCLUSE, ARK., AND 3
 DK1099'1/2 MILES ABOVE SUNNYSIDE, 617 FT. SOUTHWEST OF LEVEE AT L.S. NO.
 DK1099'2400, ABOUT 350 FT. WEST OF CABIN, APPROX. 10 FT. NORTHEAST OF
 DK1099'INTERSECTION OF TWO SMALL DRAINAGE DITCHES APPROX. 22 FT. NORTH OF
 DK1099'CENTER LINE OF FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1730 ***********************************************************************
 EH1730  DESIGNATION -  24/25
 EH1730  PID         -  EH1730
 EH1730  STATE/COUNTY-  AR/JEFFERSON
 EH1730  USGS QUAD   -  CORNERSTONE (1975)
 EH1730
 EH1730                         *CURRENT SURVEY CONTROL
 EH1730  ___________________________________________________________________
 EH1730* NAD 83(1986)-  34 10 43.     (N)    091 41 05.     (W)     SCALED    
 EH1730* NAVD 88     -        57.356  (meters)     188.18   (feet)  ADJUSTED  
 EH1730  ___________________________________________________________________
 EH1730  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1730  DYNAMIC HT  -          57.300 (meters)     187.99  (feet)  COMP
 EH1730  MODELED GRAV-     979,661.1   (mgal)                       NAVD 88
 EH1730
 EH1730  VERT ORDER  -  SECOND    CLASS 0
 EH1730
 EH1730.The horizontal coordinates were scaled from a topographic map and have
 EH1730.an estimated accuracy of +/- 6 seconds.
 EH1730
 EH1730.The orthometric height was determined by differential leveling
 EH1730.and adjusted by the National Geodetic Survey in August 1993..
 EH1730
 EH1730.The geoid height was determined by GEOID03.
 EH1730
 EH1730.The dynamic height is computed by dividing the NAVD 88
 EH1730.geopotential number by the normal gravity value computed on the
 EH1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1730.degrees latitude (g = 980.6199 gals.).
 EH1730
 EH1730.The modeled gravity was interpolated from observed gravity values.
 EH1730
 EH1730;                    North         East    Units  Estimated Accuracy
 EH1730;SPC AR S     -   567,740.      429,060.      MT  (+/- 180 meters Scaled)
 EH1730
 EH1730                          SUPERSEDED SURVEY CONTROL
 EH1730
 EH1730  NAVD 88 (06/15/91)   57.383  (m)          188.26   (f) UNKNOWN     2 0
 EH1730  NGVD 29 (??/??/??)   57.422  (m)          188.39   (f) ADJUSTED    2 0
 EH1730
 EH1730.Superseded values are not recommended for survey control.
 EH1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1730.See file dsdata.txt to determine how the superseded data were derived.
 EH1730
 EH1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT212827(NAD 83)
 EH1730_MARKER: P = PIPE CAP
 EH1730_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1730_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1730_STAMPING: B M 24/25
 EH1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1730
 EH1730  HISTORY     - Date     Condition        Report By
 EH1730  HISTORY     - UNK      MONUMENTED       DOD
 EH1730  HISTORY     - 1940     GOOD             CGS
 EH1730  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1730
 EH1730                          STATION DESCRIPTION
 EH1730
 EH1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1730'0.7 MI E FROM SWAN LAKE.
 EH1730'0.7 MILE EAST ALONG STATE HIGHWAY 88 FORM THE MORGAN GENERAL STORE AT
 EH1730'SWAN LAKE, JEFFERSON COUNTY, 2.9 MILES EAST OF THE KINGS BAYOU
 EH1730'FLOODGATE, 110 FEET NORTHEAST OF CONCRETE MILEPOST 24/25, 120 YARDS
 EH1730'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 125 FEET NORTH OF THE
 EH1730'CENTERLINE OF THE LEVEE.  A STANDARD CAP, STAMPED B M 24/25 AND
 EH1730'RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE
 EH1730'GROUND.
 EH1730
 EH1730                          STATION RECOVERY (2003)
 EH1730
 EH1730'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1729 ***********************************************************************
 EH1729  DESIGNATION -  24/25 REF
 EH1729  PID         -  EH1729
 EH1729  STATE/COUNTY-  AR/JEFFERSON
 EH1729  USGS QUAD   -  CORNERSTONE (1975)
 EH1729
 EH1729                         *CURRENT SURVEY CONTROL
 EH1729  ___________________________________________________________________
 EH1729* NAD 83(1986)-  34 10 44.     (N)    091 40 56.     (W)     SCALED    
 EH1729* NAVD 88     -        57.360  (meters)     188.19   (feet)  ADJUSTED  
 EH1729  ___________________________________________________________________
 EH1729  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1729  DYNAMIC HT  -          57.304 (meters)     188.00  (feet)  COMP
 EH1729  MODELED GRAV-     979,661.1   (mgal)                       NAVD 88
 EH1729
 EH1729  VERT ORDER  -  SECOND    CLASS 0
 EH1729
 EH1729.The horizontal coordinates were scaled from a topographic map and have
 EH1729.an estimated accuracy of +/- 6 seconds.
 EH1729
 EH1729.The orthometric height was determined by differential leveling
 EH1729.and adjusted by the National Geodetic Survey in August 1993..
 EH1729
 EH1729.The geoid height was determined by GEOID03.
 EH1729
 EH1729.The dynamic height is computed by dividing the NAVD 88
 EH1729.geopotential number by the normal gravity value computed on the
 EH1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1729.degrees latitude (g = 980.6199 gals.).
 EH1729
 EH1729.The modeled gravity was interpolated from observed gravity values.
 EH1729
 EH1729;                    North         East    Units  Estimated Accuracy
 EH1729;SPC AR S     -   567,770.      429,290.      MT  (+/- 180 meters Scaled)
 EH1729
 EH1729                          SUPERSEDED SURVEY CONTROL
 EH1729
 EH1729  NAVD 88 (06/15/91)   57.388  (m)          188.28   (f) UNKNOWN     2 0
 EH1729  NGVD 29 (??/??/??)   57.426  (m)          188.41   (f) ADJUSTED    2 0
 EH1729
 EH1729.Superseded values are not recommended for survey control.
 EH1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1729.See file dsdata.txt to determine how the superseded data were derived.
 EH1729
 EH1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT214827(NAD 83)
 EH1729_MARKER: P = PIPE CAP
 EH1729_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1729_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1729_STAMPING: B M REF 24/25
 EH1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1729
 EH1729  HISTORY     - Date     Condition        Report By
 EH1729  HISTORY     - UNK      MONUMENTED       DOD
 EH1729  HISTORY     - 1940     GOOD             CGS
 EH1729
 EH1729                          STATION DESCRIPTION
 EH1729
 EH1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1729'0.8 MI E FROM SWAN LAKE.
 EH1729'0.8 MILE EAST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1729'SWAN LAKE, JEFFERSON COUNTY, 3.0 MILES EAST OF THE KINGS BAYOU
 EH1729'FLOODGATE, 65 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 55 YARDS
 EH1729'NORTHEAST OF THE CENTER OF A LEVEE-ROAD CROSSING, 40 FEET NORTH OF THE
 EH1729'CENTERLINE OF A ROAD PARALLELING THE LEVEE, AND 2.5 FEET WEST OF A
 EH1729'FENCE AROUND A TENANT HOUSE.  A STANDARD CAP, STAMPED B M REF 24/25
 EH1729'AND RIVETED ON THE TOP OF A 3-INCH PIPE PROJECTING 15 INCHES ABOVE
 EH1729'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2109 ***********************************************************************
 EH2109  DESIGNATION -  244.6
 EH2109  PID         -  EH2109
 EH2109  STATE/COUNTY-  AR/LONOKE
 EH2109  USGS QUAD   -  LONOKE (1982)
 EH2109
 EH2109                         *CURRENT SURVEY CONTROL
 EH2109  ___________________________________________________________________
 EH2109* NAD 83(1986)-  34 47 08.     (N)    091 53 59.     (W)     SCALED    
 EH2109* NAVD 88     -        74.517  (meters)     244.48   (feet)  ADJUSTED  
 EH2109  ___________________________________________________________________
 EH2109  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH2109  DYNAMIC HT  -          74.448 (meters)     244.25  (feet)  COMP
 EH2109  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 EH2109
 EH2109  VERT ORDER  -  FIRST     CLASS II
 EH2109
 EH2109.The horizontal coordinates were scaled from a topographic map and have
 EH2109.an estimated accuracy of +/- 6 seconds.
 EH2109
 EH2109.The orthometric height was determined by differential leveling
 EH2109.and adjusted by the National Geodetic Survey in June 1991..
 EH2109
 EH2109.The geoid height was determined by GEOID03.
 EH2109
 EH2109.The dynamic height is computed by dividing the NAVD 88
 EH2109.geopotential number by the normal gravity value computed on the
 EH2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2109.degrees latitude (g = 980.6199 gals.).
 EH2109
 EH2109.The modeled gravity was interpolated from observed gravity values.
 EH2109
 EH2109;                    North         East    Units  Estimated Accuracy
 EH2109;SPC AR S     -   635,020.      409,180.      MT  (+/- 180 meters Scaled)
 EH2109
 EH2109                          SUPERSEDED SURVEY CONTROL
 EH2109
 EH2109  NGVD 29 (??/??/??)   74.531  (m)          244.52   (f) ADJUSTED    1 2
 EH2109
 EH2109.Superseded values are not recommended for survey control.
 EH2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2109.See file dsdata.txt to determine how the superseded data were derived.
 EH2109
 EH2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU006498(NAD 83)
 EH2109_MARKER: Q = CHISELED SQUARE
 EH2109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2109_SP_SET: FOUNDATION
 EH2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2109
 EH2109  HISTORY     - Date     Condition        Report By
 EH2109  HISTORY     - UNK      MONUMENTED       RIRR
 EH2109  HISTORY     - 1954     GOOD             CGS
 EH2109
 EH2109                          STATION DESCRIPTION
 EH2109
 EH2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2109'IN LONOKE.
 EH2109'AT LONOKE, 45 FEET WEST OF THE NORTHEAST CORNER OF THE CHICAGO, ROCK
 EH2109'ISLAND AND PACIFIC RAILROAD STATION, 25 FEET SOUTH OF THE SOUTH RAIL
 EH2109'OF THE MAIN TRACK, 2.5 FEET NORTH OF THE NORTH WALL OF THE STATION,
 EH2109'0.3 FOOT ABOVE THE BRICK PLATFORM, SET IN THE TOP OF THE NORTHEAST
 EH2109'CORNER OF THE FOUNDATION OF A SEMAPHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1100 ***********************************************************************
 DK1100  DESIGNATION -  2450 A BOLT
 DK1100  PID         -  DK1100
 DK1100  STATE/COUNTY-  AR/CHICOT
 DK1100  USGS QUAD   -  RED LEAF (1970)
 DK1100
 DK1100                         *CURRENT SURVEY CONTROL
 DK1100  ___________________________________________________________________
 DK1100* NAD 83(1986)-  33 18 02.     (N)    091 11 13.     (W)     SCALED    
 DK1100* NAVD 88     -        37.45   (+/-2cm)     122.9    (feet)  VERTCON   
 DK1100  ___________________________________________________________________
 DK1100  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1100
 DK1100  VERT ORDER  -  ? (See Below)
 DK1100
 DK1100.The horizontal coordinates were scaled from a topographic map and have
 DK1100.an estimated accuracy of +/- 6 seconds.
 DK1100
 DK1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1100.The vertical order pertains to the NGVD 29 superseded value.
 DK1100
 DK1100.The geoid height was determined by GEOID03.
 DK1100
 DK1100;                    North         East    Units  Estimated Accuracy
 DK1100;SPC AR S     -   470,610.      475,720.      MT  (+/- 180 meters Scaled)
 DK1100
 DK1100                          SUPERSEDED SURVEY CONTROL
 DK1100
 DK1100  NGVD 29 (??/??/??)   37.519  (m)          123.09   (f) ADJUSTED    ?  
 DK1100
 DK1100.Superseded values are not recommended for survey control.
 DK1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1100.See file dsdata.txt to determine how the superseded data were derived.
 DK1100
 DK1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688860(NAD 83)
 DK1100_MARKER: B = BOLT
 DK1100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1100
 DK1100  HISTORY     - Date     Condition        Report By
 DK1100  HISTORY     - UNK      MONUMENTED       DOD
 DK1100  HISTORY     - 1934     GOOD             CGS
 DK1100
 DK1100                          STATION DESCRIPTION
 DK1100
 DK1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1100'2.5 MI N FROM SUNNYSIDE.
 DK1100'3.0 MILES SOUTH ALONG THE LEVEE FROM VAUCLUSE LANDING, CHICOT COUNTY,
 DK1100'ABOUT 645 FEET SOUTHWEST OF LEVEE STATION 2450, ABOUT 150 FEET WEST OF
 DK1100'AN OLD CABIN, ABOUT 50 FEET WEST OF THE CENTER LINE OF A GRADED ROAD,
 DK1100'AND 5 FEET NORTH OF A SMALL DRAINAGE DITCH.  A COPPER BOLT, SET IN THE
 DK1100'TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 DK1100'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 DK1100'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1101 ***********************************************************************
 DK1101  DESIGNATION -  2450 A CAP
 DK1101  PID         -  DK1101
 DK1101  STATE/COUNTY-  AR/CHICOT
 DK1101  USGS QUAD   -  RED LEAF (1970)
 DK1101
 DK1101                         *CURRENT SURVEY CONTROL
 DK1101  ___________________________________________________________________
 DK1101* NAD 83(1986)-  33 18 02.     (N)    091 11 13.     (W)     SCALED    
 DK1101* NAVD 88     -        38.66   (+/-2cm)     126.8    (feet)  VERTCON   
 DK1101  ___________________________________________________________________
 DK1101  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1101
 DK1101  VERT ORDER  -  ? (See Below)
 DK1101
 DK1101.The horizontal coordinates were scaled from a topographic map and have
 DK1101.an estimated accuracy of +/- 6 seconds.
 DK1101
 DK1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1101.The vertical order pertains to the NGVD 29 superseded value.
 DK1101
 DK1101.The geoid height was determined by GEOID03.
 DK1101
 DK1101;                    North         East    Units  Estimated Accuracy
 DK1101;SPC AR S     -   470,610.      475,720.      MT  (+/- 180 meters Scaled)
 DK1101
 DK1101                          SUPERSEDED SURVEY CONTROL
 DK1101
 DK1101  NGVD 29 (??/??/??)   38.732  (m)          127.07   (f) ADJUSTED    ?  
 DK1101
 DK1101.Superseded values are not recommended for survey control.
 DK1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1101.See file dsdata.txt to determine how the superseded data were derived.
 DK1101
 DK1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688860(NAD 83)
 DK1101_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1101
 DK1101  HISTORY     - Date     Condition        Report By
 DK1101  HISTORY     - UNK      MONUMENTED       DOD
 DK1101  HISTORY     - 1934     GOOD             CGS
 DK1101
 DK1101                          STATION DESCRIPTION
 DK1101
 DK1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1101'2.5 MI S FROM SUNNYSIDE.
 DK1101'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1101'OF THE MISS. RIVER, CHICOT CO., ARK., APPROX. 2 1/2 MILES ABOVE
 DK1101'SUNNYSIDE, 645 FT. SOUTHWEST OF LEVEE AT L.S. NO. 2450, APPROX. 150
 DK1101'FT. WEST OF OLD CABIN, ABOUT 50 FT. WEST OF CENTER LINE OF GRADED
 DK1101'ROAD, 5 FT. NORTH OF SMALL DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0170 ***********************************************************************
 GE0170  DESIGNATION -  245.8
 GE0170  PID         -  GE0170
 GE0170  STATE/COUNTY-  AR/GREENE
 GE0170  USGS QUAD   -  CARDWELL (1983)
 GE0170
 GE0170                         *CURRENT SURVEY CONTROL
 GE0170  ___________________________________________________________________
 GE0170* NAD 83(1986)-  36 04 26.     (N)    090 22 20.     (W)     SCALED    
 GE0170* NAVD 88     -        74.816  (meters)     245.46   (feet)  ADJUSTED  
 GE0170  ___________________________________________________________________
 GE0170  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GE0170  DYNAMIC HT  -          74.754 (meters)     245.26  (feet)  COMP
 GE0170  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 GE0170
 GE0170  VERT ORDER  -  FIRST     CLASS II
 GE0170
 GE0170.The horizontal coordinates were scaled from a topographic map and have
 GE0170.an estimated accuracy of +/- 6 seconds.
 GE0170
 GE0170.The orthometric height was determined by differential leveling
 GE0170.and adjusted by the National Geodetic Survey in June 1991..
 GE0170.WARNING-Repeat measurements at this control monument indicate possible
 GE0170.vertical movement.
 GE0170
 GE0170.The geoid height was determined by GEOID03.
 GE0170
 GE0170.The dynamic height is computed by dividing the NAVD 88
 GE0170.geopotential number by the normal gravity value computed on the
 GE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0170.degrees latitude (g = 980.6199 gals.).
 GE0170
 GE0170.The modeled gravity was interpolated from observed gravity values.
 GE0170
 GE0170;                    North         East    Units  Estimated Accuracy
 GE0170;SPC AR N     -   194,320.      546,620.      MT  (+/- 180 meters Scaled)
 GE0170
 GE0170                          SUPERSEDED SURVEY CONTROL
 GE0170
 GE0170  NGVD 29 (??/??/92)   74.808  (m)          245.43   (f) ADJ UNCH    1 2
 GE0170
 GE0170.Superseded values are not recommended for survey control.
 GE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0170.See file dsdata.txt to determine how the superseded data were derived.
 GE0170
 GE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV366953(NAD 83)
 GE0170_MARKER: P = PIPE CAP
 GE0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0170
 GE0170  HISTORY     - Date     Condition        Report By
 GE0170  HISTORY     - UNK      MONUMENTED       USGS
 GE0170  HISTORY     - 1956     GOOD             NGS
 GE0170  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0170
 GE0170                          STATION DESCRIPTION
 GE0170
 GE0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0170'6.8 MI E FROM PARAGOULD.
 GE0170'ABOUT 6.8 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0170'FROM THE STATION AT PARAGOULD, ABOUT 0.25 MILE EAST OF CROSSING
 GE0170'OF MILLTOWN ROAD AT BARD, ABOUT 0.15 MILE EAST OF MILE POLE 109,
 GE0170'ABOUT 68 YARDS NORTHEAST OF NORTHEAST CORNER OF BARD METHODIST
 GE0170'CHURCH, A ROAD CROSSING, 41 FEET SOUTH OF SOUTH RAIL, 56 FEET
 GE0170'SOUTHEAST OF CENTER OF CROSSING, 27 FEET NORTH OF CENTER LINE OF
 GE0170'A ROAD PARALLELING THE TRACK TO THE EAST, 5 1/2 FEET NORTH OF A
 GE0170'FENCE LINE, ABOUT 3 FEET BELOW LEVEL OF TRACK AND IS A U.S.G.S.
 GE0170'PIPE AND CAP PROJECTING 18 INCHES.
 GE0170
 GE0170                          STATION RECOVERY (2002)
 GE0170
 GE0170'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1181 ***********************************************************************
 EJ1181  DESIGNATION -  246
 EJ1181  PID         -  EJ1181
 EJ1181  STATE/COUNTY-  AR/CLARK
 EJ1181  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1181
 EJ1181                         *CURRENT SURVEY CONTROL
 EJ1181  ___________________________________________________________________
 EJ1181* NAD 83(1986)-  34 07 06.     (N)    093 03 04.     (W)     SCALED    
 EJ1181* NAVD 88     -        75.332  (meters)     247.15   (feet)  ADJUSTED  
 EJ1181  ___________________________________________________________________
 EJ1181  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ1181  DYNAMIC HT  -          75.257 (meters)     246.91  (feet)  COMP
 EJ1181  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 EJ1181
 EJ1181  VERT ORDER  -  SECOND    CLASS 0
 EJ1181
 EJ1181.The horizontal coordinates were scaled from a topographic map and have
 EJ1181.an estimated accuracy of +/- 6 seconds.
 EJ1181
 EJ1181.The orthometric height was determined by differential leveling
 EJ1181.and adjusted by the National Geodetic Survey in June 1991..
 EJ1181
 EJ1181.The geoid height was determined by GEOID03.
 EJ1181
 EJ1181.The dynamic height is computed by dividing the NAVD 88
 EJ1181.geopotential number by the normal gravity value computed on the
 EJ1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1181.degrees latitude (g = 980.6199 gals.).
 EJ1181
 EJ1181.The modeled gravity was interpolated from observed gravity values.
 EJ1181
 EJ1181;                    North         East    Units  Estimated Accuracy
 EJ1181;SPC AR S     -   561,510.      303,040.      MT  (+/- 180 meters Scaled)
 EJ1181
 EJ1181                          SUPERSEDED SURVEY CONTROL
 EJ1181
 EJ1181  NGVD 29 (??/??/92)   75.35   (m)          247.2    (f) COMPUTED    2 0
 EJ1181
 EJ1181.Superseded values are not recommended for survey control.
 EJ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1181.See file dsdata.txt to determine how the superseded data were derived.
 EJ1181
 EJ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT952752(NAD 83)
 EJ1181_MARKER: DD = SURVEY DISK
 EJ1181_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1181_SP_SET: GRANITE STONE
 EJ1181_STAMPING: 246
 EJ1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1181+STABILITY: POSITION/ELEVATION WELL
 EJ1181
 EJ1181  HISTORY     - Date     Condition        Report By
 EJ1181  HISTORY     - UNK      MONUMENTED       USGS
 EJ1181  HISTORY     - 1960     GOOD             NGS
 EJ1181  HISTORY     - 1964     GOOD             NGS
 EJ1181  HISTORY     - 19980426 GOOD             USPSQD
 EJ1181
 EJ1181                          STATION DESCRIPTION
 EJ1181
 EJ1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1181'IN ARKADELPHIA.
 EJ1181'ABOUT 0.35 MILE NORTH ALONG U.S HIGHWAY 67 FROM THE MISSOURI PACIFIC
 EJ1181'RAILROAD STATION AT ARKADELPHIA, THENCE 0.1 MILE EAST ALONG CLAY
 EJ1181'STREET, AT THE NORTHWEST CORNER OF THE CLARK COUNTY COURTHOUSE, SET
 EJ1181'VERTICALLY IN THE NORTH FACE OF THE SECOND GRANITE STONE UP FROM THE
 EJ1181'GROUND, 1.0 FOOT EAST OF THE NORTHWEST CORNER, 83 FEET SOUTH OF THE
 EJ1181'CENTER LINE OF CLAY STREET, AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
 EJ1181
 EJ1181                          STATION RECOVERY (1964)
 EJ1181
 EJ1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1181'RECOVERED IN GOOD CONDITION.
 EJ1181
 EJ1181                          STATION RECOVERY (1998)
 EJ1181
 EJ1181'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0829 ***********************************************************************
 DK0829  DESIGNATION -  2480
 DK0829  PID         -  DK0829
 DK0829  STATE/COUNTY-  AR/DESHA
 DK0829  USGS QUAD   -  YANCOPIN (1972)
 DK0829
 DK0829                         *CURRENT SURVEY CONTROL
 DK0829  ___________________________________________________________________
 DK0829* NAD 83(1986)-  33 56 24.     (N)    091 13 09.     (W)     SCALED    
 DK0829* NAVD 88     -        52.556  (meters)     172.43   (feet)  ADJUSTED  
 DK0829  ___________________________________________________________________
 DK0829  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0829  DYNAMIC HT  -          52.504 (meters)     172.26  (feet)  COMP
 DK0829  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 DK0829
 DK0829  VERT ORDER  -  SECOND    CLASS 0
 DK0829
 DK0829.The horizontal coordinates were scaled from a topographic map and have
 DK0829.an estimated accuracy of +/- 6 seconds.
 DK0829
 DK0829.The orthometric height was determined by differential leveling
 DK0829.and adjusted by the National Geodetic Survey in June 1991..
 DK0829
 DK0829.The geoid height was determined by GEOID03.
 DK0829
 DK0829.The dynamic height is computed by dividing the NAVD 88
 DK0829.geopotential number by the normal gravity value computed on the
 DK0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0829.degrees latitude (g = 980.6199 gals.).
 DK0829
 DK0829.The modeled gravity was interpolated from observed gravity values.
 DK0829
 DK0829;                    North         East    Units  Estimated Accuracy
 DK0829;SPC AR S     -   541,500.      472,180.      MT  (+/- 180 meters Scaled)
 DK0829
 DK0829                          SUPERSEDED SURVEY CONTROL
 DK0829
 DK0829  NGVD 29 (??/??/??)   52.677  (m)          172.82   (f) ADJUSTED    2 0
 DK0829
 DK0829.Superseded values are not recommended for survey control.
 DK0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0829.See file dsdata.txt to determine how the superseded data were derived.
 DK0829
 DK0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT645569(NAD 83)
 DK0829_MARKER: P = PIPE CAP
 DK0829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0829_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0829_STAMPING: STA. 2480
 DK0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0829
 DK0829  HISTORY     - Date     Condition        Report By
 DK0829  HISTORY     - UNK      MONUMENTED       DOD
 DK0829  HISTORY     - 1940     GOOD             CGS
 DK0829  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0829
 DK0829                          STATION DESCRIPTION
 DK0829
 DK0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DK0829'IN YANCOPIN.
 DK0829'BENCH MARK IS ON TOP OF LEVEE, 282 YARDS EAST FROM J.A. AUSTINS STORE
 DK0829'AND THE POST OFFICE, 217 YARDS EAST FROM RAILROAD TRESTLE NO. 89A, AND
 DK0829'ABOUT 12 FEET TOWARD THE ROAD (SOUTH) FROM THE CENTER LINE OF THE
 DK0829'CREST OF THE LEVEE.
 DK0829
 DK0829                          STATION RECOVERY (1955)
 DK0829
 DK0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0139 ***********************************************************************
 FG0139  DESIGNATION -  25 RHM
 FG0139  PID         -  FG0139
 FG0139  STATE/COUNTY-  AR/FAULKNER
 FG0139  USGS QUAD   -  ENOLA (1982)
 FG0139
 FG0139                         *CURRENT SURVEY CONTROL
 FG0139  ___________________________________________________________________
 FG0139* NAD 83(1986)-  35 11 30.     (N)    092 08 59.     (W)     SCALED    
 FG0139* NAVD 88     -       111.219  (meters)     364.89   (feet)  ADJUSTED  
 FG0139  ___________________________________________________________________
 FG0139  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FG0139  DYNAMIC HT  -         111.115 (meters)     364.55  (feet)  COMP
 FG0139  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FG0139
 FG0139  VERT ORDER  -  SECOND    CLASS 0
 FG0139
 FG0139.The horizontal coordinates were scaled from a topographic map and have
 FG0139.an estimated accuracy of +/- 6 seconds.
 FG0139
 FG0139.The orthometric height was determined by differential leveling
 FG0139.and adjusted by the National Geodetic Survey in June 1991..
 FG0139
 FG0139.The geoid height was determined by GEOID03.
 FG0139
 FG0139.The dynamic height is computed by dividing the NAVD 88
 FG0139.geopotential number by the normal gravity value computed on the
 FG0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0139.degrees latitude (g = 980.6199 gals.).
 FG0139
 FG0139.The modeled gravity was interpolated from observed gravity values.
 FG0139
 FG0139;                    North         East    Units  Estimated Accuracy
 FG0139;SPC AR N     -    95,240.      386,370.      MT  (+/- 180 meters Scaled)
 FG0139
 FG0139                          SUPERSEDED SURVEY CONTROL
 FG0139
 FG0139  NGVD 29 (??/??/92)  111.203  (m)          364.84   (f) ADJ UNCH    2 0
 FG0139
 FG0139.Superseded values are not recommended for survey control.
 FG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0139.See file dsdata.txt to determine how the superseded data were derived.
 FG0139
 FG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU774946(NAD 83)
 FG0139_MARKER: DB = BENCH MARK DISK
 FG0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0139_STAMPING: 25 RHM 1960
 FG0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0139+STABILITY: SURFACE MOTION
 FG0139
 FG0139  HISTORY     - Date     Condition        Report By
 FG0139  HISTORY     - 1960     MONUMENTED       USGS
 FG0139  HISTORY     - 1962     GOOD             NGS
 FG0139  HISTORY     - 1989     GOOD             USPSQD
 FG0139
 FG0139                          STATION DESCRIPTION
 FG0139
 FG0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0139'2.9 MI SW FROM MOUNT VERNON.
 FG0139'2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0139'MOUNT VERNON, 85 PACES NORTHEAST OF A ROAD LEADING EAST, 39 FEET
 FG0139'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.8 FEET SOUTHWEST OF A
 FG0139'POWER POLE, 2.4 FEET NORTHWEST OF A FENCE, ABOUT 1 FOOT BELOW THE
 FG0139'LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 FG0139'4 INCHES ABOVE GROUND SURFACE.
 FG0139
 FG0139                          STATION RECOVERY (1989)
 FG0139
 FG0139'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2371 ***********************************************************************
 EH2371  DESIGNATION -  25 W
 EH2371  PID         -  EH2371
 EH2371  STATE/COUNTY-  AR/PRAIRIE
 EH2371  USGS QUAD   -  SLOVAK (1994)
 EH2371
 EH2371                         *CURRENT SURVEY CONTROL
 EH2371  ___________________________________________________________________
 EH2371* NAD 83(1986)-  34 41 05.     (N)    091 35 29.     (W)     SCALED    
 EH2371* NAVD 88     -        64.638  (meters)     212.07   (feet)  ADJUSTED  
 EH2371  ___________________________________________________________________
 EH2371  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2371  DYNAMIC HT  -          64.577 (meters)     211.87  (feet)  COMP
 EH2371  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 EH2371
 EH2371  VERT ORDER  -  FIRST     CLASS II
 EH2371
 EH2371.The horizontal coordinates were scaled from a topographic map and have
 EH2371.an estimated accuracy of +/- 6 seconds.
 EH2371
 EH2371.The orthometric height was determined by differential leveling
 EH2371.and adjusted by the National Geodetic Survey in June 1991..
 EH2371
 EH2371.The geoid height was determined by GEOID03.
 EH2371
 EH2371.The dynamic height is computed by dividing the NAVD 88
 EH2371.geopotential number by the normal gravity value computed on the
 EH2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2371.degrees latitude (g = 980.6199 gals.).
 EH2371
 EH2371.The modeled gravity was interpolated from observed gravity values.
 EH2371
 EH2371;                    North         East    Units  Estimated Accuracy
 EH2371;SPC AR S     -   623,910.      437,440.      MT  (+/- 180 meters Scaled)
 EH2371
 EH2371                          SUPERSEDED SURVEY CONTROL
 EH2371
 EH2371  NGVD 29 (??/??/??)   64.659  (m)          212.14   (f) ADJUSTED    1 2
 EH2371
 EH2371.Superseded values are not recommended for survey control.
 EH2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2371.See file dsdata.txt to determine how the superseded data were derived.
 EH2371
 EH2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU290389(NAD 83)
 EH2371_MARKER: DD = SURVEY DISK
 EH2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2371_STAMPING: 25 W 1928 212
 EH2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2371+STABILITY: SURFACE MOTION
 EH2371
 EH2371  HISTORY     - Date     Condition        Report By
 EH2371  HISTORY     - 1928     MONUMENTED       USGS
 EH2371  HISTORY     - 1954     GOOD             CGS
 EH2371  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2371
 EH2371                          STATION DESCRIPTION
 EH2371
 EH2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2371'3.5 MI N FROM SLOVAC.
 EH2371'1.0 MILES WEST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL AT
 EH2371'SLOVAC, THENCE 2.5 MILES NORTH ALONG A GRAVELED ROAD, AT THE EAST END
 EH2371'OF A 0.2 MILE JOG IN THE NORTH AND SOUTH ROAD, 32 FEET NORTH OF THE
 EH2371'CENTER LINE OF A ROAD LEADING WEST, 31 FEET WEST OF THE EXTENDED
 EH2371'CENTER LINE OF A ROAD LEADING SOUTH, 1.4 FEET SOUTH OF A WITNESS POST,
 EH2371'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FEET ABOVE THE
 EH2371'GROUND.
 EH2371
 EH2371                          STATION RECOVERY (2003)
 EH2371
 EH2371'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1727 ***********************************************************************
 EH1727  DESIGNATION -  25/26
 EH1727  PID         -  EH1727
 EH1727  STATE/COUNTY-  AR/JEFFERSON
 EH1727  USGS QUAD   -  CORNERSTONE (1975)
 EH1727
 EH1727                         *CURRENT SURVEY CONTROL
 EH1727  ___________________________________________________________________
 EH1727* NAD 83(1986)-  34 10 26.     (N)    091 40 08.     (W)     SCALED    
 EH1727* NAVD 88     -        57.360  (meters)     188.19   (feet)  ADJUSTED  
 EH1727  ___________________________________________________________________
 EH1727  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EH1727  DYNAMIC HT  -          57.304 (meters)     188.00  (feet)  COMP
 EH1727  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 EH1727
 EH1727  VERT ORDER  -  SECOND    CLASS 0
 EH1727
 EH1727.The horizontal coordinates were scaled from a topographic map and have
 EH1727.an estimated accuracy of +/- 6 seconds.
 EH1727
 EH1727.The orthometric height was determined by differential leveling
 EH1727.and adjusted by the National Geodetic Survey in August 1993..
 EH1727
 EH1727.The geoid height was determined by GEOID03.
 EH1727
 EH1727.The dynamic height is computed by dividing the NAVD 88
 EH1727.geopotential number by the normal gravity value computed on the
 EH1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1727.degrees latitude (g = 980.6199 gals.).
 EH1727
 EH1727.The modeled gravity was interpolated from observed gravity values.
 EH1727
 EH1727;                    North         East    Units  Estimated Accuracy
 EH1727;SPC AR S     -   567,220.      430,530.      MT  (+/- 180 meters Scaled)
 EH1727
 EH1727                          SUPERSEDED SURVEY CONTROL
 EH1727
 EH1727  NAVD 88 (06/15/91)   57.389  (m)          188.28   (f) UNKNOWN     2 0
 EH1727  NGVD 29 (??/??/??)   57.427  (m)          188.41   (f) ADJUSTED    2 0
 EH1727
 EH1727.Superseded values are not recommended for survey control.
 EH1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1727.See file dsdata.txt to determine how the superseded data were derived.
 EH1727
 EH1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT226822(NAD 83)
 EH1727_MARKER: P = PIPE CAP
 EH1727_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1727_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1727_STAMPING: BM 25/26
 EH1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1727
 EH1727  HISTORY     - Date     Condition        Report By
 EH1727  HISTORY     - UNK      MONUMENTED       DOD
 EH1727  HISTORY     - 1940     GOOD             CGS
 EH1727  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1727
 EH1727                          STATION DESCRIPTION
 EH1727
 EH1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1727'0.1 MI SE FROM ENGLISH.
 EH1727'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE CROSSING OF STATE
 EH1727'HIGHWAY 88 AT THE GRAMMAR SCHOOL AT ENGLISH, JEFFERSON COUNTY, 1.0
 EH1727'MILE WEST ALONG THE LEVEE ROAD, 7.3 MILES NORTHWEST OF THE LITTLE
 EH1727'BAYOU METO FLOODGATE, 3.8 MILES EAST OF THE KINGS BAYOU FLOODGATE, AT
 EH1727'THE NORTHWEST END OF A FIELD, 105 FEET NORTHEAST OF THE CENTER OF THE
 EH1727'LEVEE, 96 FEET NORTHEAST OF CONCRETE MILEPOST 25/26, NORTHEAST AND
 EH1727'ACROSS THE LEVEE FROM GAGE 7, SECTION A, AND AT THE EAST EDGE OF A
 EH1727'SMALL DIKE.  A STANDARD CAP, STAMPED B M 25/26 AND RIVETED ON THE TOP
 EH1727'OF A 3-INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
 EH1727
 EH1727                          STATION RECOVERY (2003)
 EH1727
 EH1727'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1106 ***********************************************************************
 DK1106  DESIGNATION -  2550 A BOLT
 DK1106  PID         -  DK1106
 DK1106  STATE/COUNTY-  AR/CHICOT
 DK1106  USGS QUAD   -  RED LEAF (1970)
 DK1106
 DK1106                         *CURRENT SURVEY CONTROL
 DK1106  ___________________________________________________________________
 DK1106* NAD 83(1986)-  33 16 57.     (N)    091 10 02.     (W)     SCALED    
 DK1106* NAVD 88     -        34.44   (+/-2cm)     113.0    (feet)  VERTCON   
 DK1106  ___________________________________________________________________
 DK1106  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1106
 DK1106  VERT ORDER  -  ? (See Below)
 DK1106
 DK1106.The horizontal coordinates were scaled from a topographic map and have
 DK1106.an estimated accuracy of +/- 6 seconds.
 DK1106
 DK1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1106.The vertical order pertains to the NGVD 29 superseded value.
 DK1106
 DK1106.The geoid height was determined by GEOID03.
 DK1106
 DK1106;                    North         East    Units  Estimated Accuracy
 DK1106;SPC AR S     -   468,620.      477,580.      MT  (+/- 180 meters Scaled)
 DK1106
 DK1106                          SUPERSEDED SURVEY CONTROL
 DK1106
 DK1106  NGVD 29 (??/??/??)   34.502  (m)          113.20   (f) ADJUSTED    ?  
 DK1106
 DK1106.Superseded values are not recommended for survey control.
 DK1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1106.See file dsdata.txt to determine how the superseded data were derived.
 DK1106
 DK1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS706841(NAD 83)
 DK1106_MARKER: B = BOLT
 DK1106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1106_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1106
 DK1106  HISTORY     - Date     Condition        Report By
 DK1106  HISTORY     - UNK      MONUMENTED       DOD
 DK1106  HISTORY     - 1934     GOOD             CGS
 DK1106
 DK1106                          STATION DESCRIPTION
 DK1106
 DK1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1106'1.0 MI S FROM SUNNYSIDE LANDING.
 DK1106'5 MILES NORTHWEST ALONG THE LEVEE FROM THE OAKLAND PLANTATION AT
 DK1106'LAKEPORT, CHICOT COUNTY, ABOUT 1.0 MILE SOUTH OF SUNNYSIDE LANDING,
 DK1106'466 FEET WEST OF LEVEE STATION 2550 (1933), ABOUT 400 FEET EAST OF A
 DK1106'BLAZED 12-INCH TREE, ABOUT 300 FEET NORTHWEST OF A CABIN, AND ABOUT
 DK1106'200 FEET SOUTHWEST OF ANOTHER CABIN.  A COPPER BOLT, SET IN THE TOP OF
 DK1106'A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK1106'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1343 ***********************************************************************
 FF1343  DESIGNATION -  26 BLS
 FF1343  PID         -  FF1343
 FF1343  STATE/COUNTY-  AR/WHITE
 FF1343  USGS QUAD   -  VELVET RIDGE (1965)
 FF1343
 FF1343                         *CURRENT SURVEY CONTROL
 FF1343  ___________________________________________________________________
 FF1343* NAD 83(1986)-  35 23 26.     (N)    091 33 33.     (W)     SCALED    
 FF1343* NAVD 88     -       176.068  (meters)     577.65   (feet)  ADJUSTED  
 FF1343  ___________________________________________________________________
 FF1343  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1343  DYNAMIC HT  -         175.909 (meters)     577.13  (feet)  COMP
 FF1343  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FF1343
 FF1343  VERT ORDER  -  SECOND    CLASS 0
 FF1343
 FF1343.The horizontal coordinates were scaled from a topographic map and have
 FF1343.an estimated accuracy of +/- 6 seconds.
 FF1343
 FF1343.The orthometric height was determined by differential leveling
 FF1343.and adjusted by the National Geodetic Survey in June 1991..
 FF1343
 FF1343.The geoid height was determined by GEOID03.
 FF1343
 FF1343.The dynamic height is computed by dividing the NAVD 88
 FF1343.geopotential number by the normal gravity value computed on the
 FF1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1343.degrees latitude (g = 980.6199 gals.).
 FF1343
 FF1343.The modeled gravity was interpolated from observed gravity values.
 FF1343
 FF1343;                    North         East    Units  Estimated Accuracy
 FF1343;SPC AR N     -   117,380.      440,050.      MT  (+/- 180 meters Scaled)
 FF1343
 FF1343                          SUPERSEDED SURVEY CONTROL
 FF1343
 FF1343  NGVD 29 (??/??/??)  176.014  (m)          577.47   (f) ADJUSTED    2 0
 FF1343
 FF1343.Superseded values are not recommended for survey control.
 FF1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1343.See file dsdata.txt to determine how the superseded data were derived.
 FF1343
 FF1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308173(NAD 83)
 FF1343_MARKER: DD = SURVEY DISK
 FF1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1343_STAMPING: 26 BLS 1960
 FF1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1343+STABILITY: SURFACE MOTION
 FF1343
 FF1343  HISTORY     - Date     Condition        Report By
 FF1343  HISTORY     - 1960     MONUMENTED       USGS
 FF1343  HISTORY     - 1962     GOOD             CGS
 FF1343  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1343
 FF1343                          STATION DESCRIPTION
 FF1343
 FF1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1343'6.3 MI N FROM BALD KNOB.
 FF1343'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1343'THE STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY
 FF1343'TO THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, THENCE 5.35 MILES
 FF1343'NORTH ALONG U.S. HIGHWAY 167, 47 FEET WEST OF THE CENTERLINE OF
 FF1343'THE HIGHWAY, 12.8 FEET SOUTH OF A POWER POLE, 1.3 FEET WEST OF
 FF1343'A METAL WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, SET
 FF1343'IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 FF1343'GROUND.
 FF1343
 FF1343                          STATION RECOVERY (2003)
 FF1343
 FF1343'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1343'NEW 4 LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0140 ***********************************************************************
 FG0140  DESIGNATION -  26 RHM
 FG0140  PID         -  FG0140
 FG0140  STATE/COUNTY-  AR/FAULKNER
 FG0140  USGS QUAD   -  ENOLA (1982)
 FG0140
 FG0140                         *CURRENT SURVEY CONTROL
 FG0140  ___________________________________________________________________
 FG0140* NAD 83(1986)-  35 12 19.     (N)    092 08 40.     (W)     SCALED    
 FG0140* NAVD 88     -       113.998  (meters)     374.01   (feet)  ADJUSTED  
 FG0140  ___________________________________________________________________
 FG0140  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FG0140  DYNAMIC HT  -         113.892 (meters)     373.66  (feet)  COMP
 FG0140  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FG0140
 FG0140  VERT ORDER  -  SECOND    CLASS 0
 FG0140
 FG0140.The horizontal coordinates were scaled from a topographic map and have
 FG0140.an estimated accuracy of +/- 6 seconds.
 FG0140
 FG0140.The orthometric height was determined by differential leveling
 FG0140.and adjusted by the National Geodetic Survey in June 1991..
 FG0140
 FG0140.The geoid height was determined by GEOID03.
 FG0140
 FG0140.The dynamic height is computed by dividing the NAVD 88
 FG0140.geopotential number by the normal gravity value computed on the
 FG0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0140.degrees latitude (g = 980.6199 gals.).
 FG0140
 FG0140.The modeled gravity was interpolated from observed gravity values.
 FG0140
 FG0140;                    North         East    Units  Estimated Accuracy
 FG0140;SPC AR N     -    96,740.      386,850.      MT  (+/- 180 meters Scaled)
 FG0140
 FG0140                          SUPERSEDED SURVEY CONTROL
 FG0140
 FG0140  NGVD 29 (??/??/92)  113.981  (m)          373.95   (f) ADJ UNCH    2 0
 FG0140
 FG0140.Superseded values are not recommended for survey control.
 FG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0140.See file dsdata.txt to determine how the superseded data were derived.
 FG0140
 FG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU778961(NAD 83)
 FG0140_MARKER: DB = BENCH MARK DISK
 FG0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0140_STAMPING: 26 RHM 1960
 FG0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0140+STABILITY: SURFACE MOTION
 FG0140
 FG0140  HISTORY     - Date     Condition        Report By
 FG0140  HISTORY     - 1960     MONUMENTED       USGS
 FG0140  HISTORY     - 1962     GOOD             NGS
 FG0140  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FG0140
 FG0140                          STATION DESCRIPTION
 FG0140
 FG0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0140'1.9 MI SW FROM MOUNT VERNON.
 FG0140'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0140'MOUNT VERNON, ABOUT 0.1 MILE SOUTH OF THE CREST OF A SMALL HILL AND
 FG0140'GROUP OF FARM BUILDINGS, 40.6 FEET EAST OF CENTERLINE OF THE HIGHWAY,
 FG0140'5.4 FEET SOUTH OF A POWER POLE, 1.2 FEET WEST OF A FENCE, ABOUT 1 FOOT
 FG0140'ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST
 FG0140'PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 FG0140
 FG0140                          STATION RECOVERY (1986)
 FG0140
 FG0140'RECOVERY NOTE BY US POWER SQUADRON 1986 (MMS)
 FG0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2374 ***********************************************************************
 EH2374  DESIGNATION -  26 W
 EH2374  PID         -  EH2374
 EH2374  STATE/COUNTY-  AR/PRAIRIE
 EH2374  USGS QUAD   -  SLOVAK (1994)
 EH2374
 EH2374                         *CURRENT SURVEY CONTROL
 EH2374  ___________________________________________________________________
 EH2374* NAD 83(1986)-  34 42 49.     (N)    091 35 26.     (W)     SCALED    
 EH2374* NAVD 88     -        64.658  (meters)     212.13   (feet)  ADJUSTED  
 EH2374  ___________________________________________________________________
 EH2374  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2374  DYNAMIC HT  -          64.597 (meters)     211.93  (feet)  COMP
 EH2374  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 EH2374
 EH2374  VERT ORDER  -  FIRST     CLASS II
 EH2374
 EH2374.The horizontal coordinates were scaled from a topographic map and have
 EH2374.an estimated accuracy of +/- 6 seconds.
 EH2374
 EH2374.The orthometric height was determined by differential leveling
 EH2374.and adjusted by the National Geodetic Survey in June 1991..
 EH2374
 EH2374.The geoid height was determined by GEOID03.
 EH2374
 EH2374.The dynamic height is computed by dividing the NAVD 88
 EH2374.geopotential number by the normal gravity value computed on the
 EH2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2374.degrees latitude (g = 980.6199 gals.).
 EH2374
 EH2374.The modeled gravity was interpolated from observed gravity values.
 EH2374
 EH2374;                    North         East    Units  Estimated Accuracy
 EH2374;SPC AR S     -   627,110.      437,510.      MT  (+/- 180 meters Scaled)
 EH2374
 EH2374                          SUPERSEDED SURVEY CONTROL
 EH2374
 EH2374  NGVD 29 (??/??/??)   64.677  (m)          212.19   (f) ADJUSTED    1 2
 EH2374
 EH2374.Superseded values are not recommended for survey control.
 EH2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2374.See file dsdata.txt to determine how the superseded data were derived.
 EH2374
 EH2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU290421(NAD 83)
 EH2374_MARKER: DD = SURVEY DISK
 EH2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2374_STAMPING: 26 W 1928 212
 EH2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2374+STABILITY: SURFACE MOTION
 EH2374
 EH2374  HISTORY     - Date     Condition        Report By
 EH2374  HISTORY     - 1928     MONUMENTED       USGS
 EH2374  HISTORY     - 1954     GOOD             CGS
 EH2374  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2374
 EH2374                          STATION DESCRIPTION
 EH2374
 EH2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2374'4.8 MI S FROM HAZEN.
 EH2374'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK ISLAND AND
 EH2374'PACIFIC RAILROAD STATION AT HAZEN, THENCE 4.3 MILES SOUTH ALONG A
 EH2374'GRAVELED ROAD, 0.1 MILE NORTH OF A FARMHOUSE, 13 FEET STOUH OF THE
 EH2374'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 20 FEET EAST OF THE
 EH2374'CENTER LINE OF A NORTH AND SOUTH ROAD, 3 FEET NORTHWEST OF A POWER
 EH2374'POLE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH2374'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EH2374
 EH2374                          STATION RECOVERY (2003)
 EH2374
 EH2374'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0166 ***********************************************************************
 GE0166  DESIGNATION -  260
 GE0166  PID         -  GE0166
 GE0166  STATE/COUNTY-  AR/GREENE
 GE0166  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0166
 GE0166                         *CURRENT SURVEY CONTROL
 GE0166  ___________________________________________________________________
 GE0166* NAD 83(1986)-  36 04 08.     (N)    090 25 19.     (W)     SCALED    
 GE0166* NAVD 88     -        79.309  (meters)     260.20   (feet)  ADJUSTED  
 GE0166  ___________________________________________________________________
 GE0166  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0166  DYNAMIC HT  -          79.243 (meters)     259.98  (feet)  COMP
 GE0166  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 GE0166
 GE0166  VERT ORDER  -  FIRST     CLASS II
 GE0166
 GE0166.The horizontal coordinates were scaled from a topographic map and have
 GE0166.an estimated accuracy of +/- 6 seconds.
 GE0166
 GE0166.The orthometric height was determined by differential leveling
 GE0166.and adjusted by the National Geodetic Survey in June 1991..
 GE0166.WARNING-Repeat measurements at this control monument indicate possible
 GE0166.vertical movement.
 GE0166
 GE0166.The geoid height was determined by GEOID03.
 GE0166
 GE0166.The dynamic height is computed by dividing the NAVD 88
 GE0166.geopotential number by the normal gravity value computed on the
 GE0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0166.degrees latitude (g = 980.6199 gals.).
 GE0166
 GE0166.The modeled gravity was interpolated from observed gravity values.
 GE0166
 GE0166;                    North         East    Units  Estimated Accuracy
 GE0166;SPC AR N     -   193,690.      542,150.      MT  (+/- 180 meters Scaled)
 GE0166
 GE0166                          SUPERSEDED SURVEY CONTROL
 GE0166
 GE0166  NGVD 29 (??/??/92)   79.301  (m)          260.17   (f) ADJ UNCH    1 2
 GE0166
 GE0166.Superseded values are not recommended for survey control.
 GE0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0166.See file dsdata.txt to determine how the superseded data were derived.
 GE0166
 GE0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV321946(NAD 83)
 GE0166_MARKER: P = PIPE CAP
 GE0166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0166_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0166
 GE0166  HISTORY     - Date     Condition        Report By
 GE0166  HISTORY     - UNK      MONUMENTED       USGS
 GE0166  HISTORY     - 1956     SEE DESCRIPTION  NGS
 GE0166  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GE0166
 GE0166                          STATION DESCRIPTION
 GE0166
 GE0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0166'4 MI E FROM PARAGOULD.
 GE0166'ABOUT 4.0 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0166'FROM THE STATION AT PARAGOULD, ABOUT 0.25 MILE EAST OF A ROAD
 GE0166'CROSSING AND MORNING STAR METHODIST CHURCH, AT CROSSING OF A
 GE0166'NORTH-SOUTH ROAD AND AT SITE OF OLD MORNING STAR SCHOOL, 44 FEET
 GE0166'NORTH-NORTHWEST OF NEAR RAIL OF TRACK, 84 FEET NORTH-NORTHEAST
 GE0166'OF CENTER OF CROSSING, 89 FEET NORTHEAST AND ACROSS ROAD FROM
 GE0166'TELEPHONE POLE NO. 106/10, 29 FEET EAST OF CENTER LINE OF ROAD,
 GE0166'77 1/2 FEET SOUTH OF CENTER OF AN ABANDONED CONCRETE WELL CURB,
 GE0166'3 FEET SOUTH OF SOUTHWEST END OF A FENCE LINE, ABOUT LEVEL WITH
 GE0166'TRACK AND IS A PIPE AND CAP PROJECTING 10 INCHES.  NOTE-- THE
 GE0166'PIPE IS SOLID, HOWEVER, CAP IS NOT HORIZONTAL AND THE ROD WAS
 GE0166'HELD ON THE LETTERS UR OF THE CASTING SURVEY ON CAP WHICH IS
 GE0166'HIGH POINT OF CAP.
 GE0166
 GE0166                          STATION RECOVERY (2002)
 GE0166
 GE0166'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1109 ***********************************************************************
 DK1109  DESIGNATION -  2600 A BOLT
 DK1109  PID         -  DK1109
 DK1109  STATE/COUNTY-  AR/CHICOT
 DK1109  USGS QUAD   -  RED LEAF (1970)
 DK1109
 DK1109                         *CURRENT SURVEY CONTROL
 DK1109  ___________________________________________________________________
 DK1109* NAD 83(1986)-  33 16 13.     (N)    091 09 29.     (W)     SCALED    
 DK1109* NAVD 88     -        36.62   (+/-2cm)     120.1    (feet)  VERTCON   
 DK1109  ___________________________________________________________________
 DK1109  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1109
 DK1109  VERT ORDER  -  ? (See Below)
 DK1109
 DK1109.The horizontal coordinates were scaled from a topographic map and have
 DK1109.an estimated accuracy of +/- 6 seconds.
 DK1109
 DK1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1109.The vertical order pertains to the NGVD 29 superseded value.
 DK1109
 DK1109.The geoid height was determined by GEOID03.
 DK1109
 DK1109;                    North         East    Units  Estimated Accuracy
 DK1109;SPC AR S     -   467,270.      478,440.      MT  (+/- 180 meters Scaled)
 DK1109
 DK1109                          SUPERSEDED SURVEY CONTROL
 DK1109
 DK1109  NGVD 29 (??/??/??)   36.681  (m)          120.34   (f) ADJUSTED    ?  
 DK1109
 DK1109.Superseded values are not recommended for survey control.
 DK1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1109.See file dsdata.txt to determine how the superseded data were derived.
 DK1109
 DK1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715827(NAD 83)
 DK1109_MARKER: B = BOLT
 DK1109_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1109_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1109
 DK1109  HISTORY     - Date     Condition        Report By
 DK1109  HISTORY     - UNK      MONUMENTED       DOD
 DK1109  HISTORY     - 1934     GOOD             CGS
 DK1109
 DK1109                          STATION DESCRIPTION
 DK1109
 DK1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1109'4 MI NW FROM LAKEPORT.
 DK1109'4 MILES NORTHWEST ALONG THE LEVEE FROM THE OAKLAND PLANTATION AT
 DK1109'LAKEPORT, CHICOT COUNTY, ABOUT 1/2 MILE SOUTH OF SUNNYSIDE, 739 FEET
 DK1109'SOUTHWEST OF LEVEE STATION 2600 (1933), ON THE EAST BANK OF A
 DK1109'DEPRESSION, ABOUT 500 FEET SOUTH OF A CABIN, ABOUT 500 FEET WEST
 DK1109'OF A BLAZED 32-INCH COTTONWOOD TREE, ABOUT 200 FEET EAST OF A DRAINAGE
 DK1109'DITCH, ABOUT 100 FEET SOUTH OF A BLAZED 18-INCH PECAN TREE, AND 15
 DK1109'FEET NORTH OF A BLAZED PECAN TREE.  A COPPER BOLT, SET IN THE TOP OF A
 DK1109'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK1109'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1110 ***********************************************************************
 DK1110  DESIGNATION -  2600 A CAP
 DK1110  PID         -  DK1110
 DK1110  STATE/COUNTY-  AR/CHICOT
 DK1110  USGS QUAD   -  RED LEAF (1970)
 DK1110
 DK1110                         *CURRENT SURVEY CONTROL
 DK1110  ___________________________________________________________________
 DK1110* NAD 83(1986)-  33 16 13.     (N)    091 09 29.     (W)     SCALED    
 DK1110* NAVD 88     -        37.83   (+/-2cm)     124.1    (feet)  VERTCON   
 DK1110  ___________________________________________________________________
 DK1110  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1110
 DK1110  VERT ORDER  -  ? (See Below)
 DK1110
 DK1110.The horizontal coordinates were scaled from a topographic map and have
 DK1110.an estimated accuracy of +/- 6 seconds.
 DK1110
 DK1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1110.The vertical order pertains to the NGVD 29 superseded value.
 DK1110
 DK1110.The geoid height was determined by GEOID03.
 DK1110
 DK1110;                    North         East    Units  Estimated Accuracy
 DK1110;SPC AR S     -   467,270.      478,440.      MT  (+/- 180 meters Scaled)
 DK1110
 DK1110                          SUPERSEDED SURVEY CONTROL
 DK1110
 DK1110  NGVD 29 (??/??/??)   37.892  (m)          124.32   (f) ADJUSTED    ?  
 DK1110
 DK1110.Superseded values are not recommended for survey control.
 DK1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1110.See file dsdata.txt to determine how the superseded data were derived.
 DK1110
 DK1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715827(NAD 83)
 DK1110_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1110_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1110
 DK1110  HISTORY     - Date     Condition        Report By
 DK1110  HISTORY     - UNK      MONUMENTED       DOD
 DK1110  HISTORY     - 1934     GOOD             CGS
 DK1110
 DK1110                          STATION DESCRIPTION
 DK1110
 DK1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1110'0.5 MI S FROM SUNNYSIDE.
 DK1110'B.M. IS A PIPE STONE BENCH WITH BRASS CAP LOCATED ON THE RIGHT BANK OF
 DK1110'THE MISS. RIVER, CHICOT CO., ARK., ABOUT 1/2 MILE BELOW SUNNYSIDE,
 DK1110'ARK., 739 FT. SOUTHWEST OF LEVEE AT L.S. NO. 2600 (1933) ON EAST BANK
 DK1110'OF DEPRESSION, 15 FT. NORTH OF BLAZED PECAN TREE, ABOUT 2200 FT.
 DK1110'SOUTHEAST OF STORE AT SUNNYSIDE, ABOUT 500 FT. SOUTH OF A CABIN,
 DK1110'ABOUT 200 FT. EAST OF DRAINAGE DITCH, ABOUT 500 FT. WEST OF 32-INCH
 DK1110'BLAZED COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0294 ***********************************************************************
 GE0294  DESIGNATION -  269.9
 GE0294  PID         -  GE0294
 GE0294  STATE/COUNTY-  AR/LAWRENCE
 GE0294  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0294
 GE0294                         *CURRENT SURVEY CONTROL
 GE0294  ___________________________________________________________________
 GE0294* NAD 83(1986)-  36 04 11.     (N)    090 57 27.     (W)     SCALED    
 GE0294* NAVD 88     -        82.345  (meters)     270.16   (feet)  ADJUSTED  
 GE0294  ___________________________________________________________________
 GE0294  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GE0294  DYNAMIC HT  -          82.277 (meters)     269.94  (feet)  COMP
 GE0294  MODELED GRAV-     979,808.6   (mgal)                       NAVD 88
 GE0294
 GE0294  VERT ORDER  -  FIRST     CLASS II
 GE0294
 GE0294.The horizontal coordinates were scaled from a topographic map and have
 GE0294.an estimated accuracy of +/- 6 seconds.
 GE0294
 GE0294.The orthometric height was determined by differential leveling
 GE0294.and adjusted by the National Geodetic Survey in June 1991..
 GE0294
 GE0294.The geoid height was determined by GEOID03.
 GE0294
 GE0294.The dynamic height is computed by dividing the NAVD 88
 GE0294.geopotential number by the normal gravity value computed on the
 GE0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0294.degrees latitude (g = 980.6199 gals.).
 GE0294
 GE0294.The modeled gravity was interpolated from observed gravity values.
 GE0294
 GE0294;                    North         East    Units  Estimated Accuracy
 GE0294;SPC AR N     -   193,140.      493,910.      MT  (+/- 180 meters Scaled)
 GE0294
 GE0294                          SUPERSEDED SURVEY CONTROL
 GE0294
 GE0294  NGVD 29 (??/??/92)   82.259  (m)          269.88   (f) ADJ UNCH    1 2
 GE0294
 GE0294.Superseded values are not recommended for survey control.
 GE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0294.See file dsdata.txt to determine how the superseded data were derived.
 GE0294
 GE0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV839936(NAD 83)
 GE0294_MARKER: P = PIPE CAP
 GE0294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0294_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0294+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE0294
 GE0294  HISTORY     - Date     Condition        Report By
 GE0294  HISTORY     - UNK      MONUMENTED       DOD
 GE0294  HISTORY     - 1943     GOOD             NGS
 GE0294  HISTORY     - 20020913 GOOD             USACE
 GE0294
 GE0294                          STATION DESCRIPTION
 GE0294
 GE0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GE0294'AT WALNUT RIDGE.
 GE0294'AT WALNUT RIDGE, LAWRENCE COUNTY, AT THE INTERSECTION OF MAIN
 GE0294'AND SOUTH THIRD STREETS, AT THE COURTHOUSE, AND AT THE NORTHEAST
 GE0294'CORNER OF THE COURTHOUSE GROUNDS.  A STANDARD CAP, RIVETED ON THE
 GE0294'TOP OF A 3 1/2 INCH IRON PIPE.  THE MARK IS STILL IN POSITION,
 GE0294'BUT THE TOP OF IT IS SO BADLY WORN THAT IT IS NOT PLAIN ENOUGH TO
 GE0294'READ.
 GE0294
 GE0294                          STATION RECOVERY (2002)
 GE0294
 GE0294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0294'STAMPING WAS TOO DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2378 ***********************************************************************
 EH2378  DESIGNATION -  27 W
 EH2378  PID         -  EH2378
 EH2378  STATE/COUNTY-  AR/PRAIRIE
 EH2378  USGS QUAD   -  SLOVAK (1994)
 EH2378
 EH2378                         *CURRENT SURVEY CONTROL
 EH2378  ___________________________________________________________________
 EH2378* NAD 83(1986)-  34 44 43.     (N)    091 35 23.     (W)     SCALED    
 EH2378* NAVD 88     -        68.109  (meters)     223.45   (feet)  ADJUSTED  
 EH2378  ___________________________________________________________________
 EH2378  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2378  DYNAMIC HT  -          68.045 (meters)     223.24  (feet)  COMP
 EH2378  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 EH2378
 EH2378  VERT ORDER  -  FIRST     CLASS II
 EH2378
 EH2378.The horizontal coordinates were scaled from a topographic map and have
 EH2378.an estimated accuracy of +/- 6 seconds.
 EH2378
 EH2378.The orthometric height was determined by differential leveling
 EH2378.and adjusted by the National Geodetic Survey in June 1991..
 EH2378
 EH2378.The geoid height was determined by GEOID03.
 EH2378
 EH2378.The dynamic height is computed by dividing the NAVD 88
 EH2378.geopotential number by the normal gravity value computed on the
 EH2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2378.degrees latitude (g = 980.6199 gals.).
 EH2378
 EH2378.The modeled gravity was interpolated from observed gravity values.
 EH2378
 EH2378;                    North         East    Units  Estimated Accuracy
 EH2378;SPC AR S     -   630,630.      437,570.      MT  (+/- 180 meters Scaled)
 EH2378
 EH2378                          SUPERSEDED SURVEY CONTROL
 EH2378
 EH2378  NGVD 29 (??/??/??)   68.126  (m)          223.51   (f) ADJUSTED    1 2
 EH2378
 EH2378.Superseded values are not recommended for survey control.
 EH2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2378.See file dsdata.txt to determine how the superseded data were derived.
 EH2378
 EH2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU290457(NAD 83)
 EH2378_MARKER: DD = SURVEY DISK
 EH2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2378_STAMPING: 27 W 1928 224
 EH2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2378+STABILITY: SURFACE MOTION
 EH2378
 EH2378  HISTORY     - Date     Condition        Report By
 EH2378  HISTORY     - 1928     MONUMENTED       USGS
 EH2378  HISTORY     - 1954     GOOD             CGS
 EH2378  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2378
 EH2378                          STATION DESCRIPTION
 EH2378
 EH2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2378'2.8 MI S FROM HAZEN.
 EH2378'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK ISLAND AND
 EH2378'PACIFIC RAILROAD STATION AT HAZEN, THENCE 2.3 MILES SOUTH ALONG A
 EH2378'GRAVELED ROAD, 30 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 EH2378'ROAD, 31 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 6
 EH2378'FEET NORTHEAST OF A POWER POLE, 6 FEET NORTHEAST OF A WITNESS POST,
 EH2378'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH2378
 EH2378                          STATION RECOVERY (2003)
 EH2378
 EH2378'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0344 ***********************************************************************
 DL0344  DESIGNATION -  270
 DL0344  PID         -  DL0344
 DL0344  STATE/COUNTY-  AR/CALHOUN
 DL0344  USGS QUAD   -  BEARDEN (1985)
 DL0344
 DL0344                         *CURRENT SURVEY CONTROL
 DL0344  ___________________________________________________________________
 DL0344* NAD 83(1986)-  33 44 49.     (N)    092 34 00.     (W)     SCALED    
 DL0344* NAVD 88     -        82.784  (meters)     271.60   (feet)  ADJUSTED  
 DL0344  ___________________________________________________________________
 DL0344  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DL0344  DYNAMIC HT  -          82.699 (meters)     271.32  (feet)  COMP
 DL0344  MODELED GRAV-     979,613.8   (mgal)                       NAVD 88
 DL0344
 DL0344  VERT ORDER  -  SECOND    CLASS 0
 DL0344
 DL0344.The horizontal coordinates were scaled from a topographic map and have
 DL0344.an estimated accuracy of +/- 6 seconds.
 DL0344
 DL0344.The orthometric height was determined by differential leveling
 DL0344.and adjusted by the National Geodetic Survey in June 1991..
 DL0344
 DL0344.The geoid height was determined by GEOID03.
 DL0344
 DL0344.The dynamic height is computed by dividing the NAVD 88
 DL0344.geopotential number by the normal gravity value computed on the
 DL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0344.degrees latitude (g = 980.6199 gals.).
 DL0344
 DL0344.The modeled gravity was interpolated from observed gravity values.
 DL0344
 DL0344;                    North         East    Units  Estimated Accuracy
 DL0344;SPC AR S     -   519,960.      347,500.      MT  (+/- 180 meters Scaled)
 DL0344
 DL0344                          SUPERSEDED SURVEY CONTROL
 DL0344
 DL0344  NGVD 29 (??/??/92)   82.825  (m)          271.74   (f) ADJ UNCH    2 0
 DL0344
 DL0344.Superseded values are not recommended for survey control.
 DL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0344.See file dsdata.txt to determine how the superseded data were derived.
 DL0344
 DL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT401341(NAD 83)
 DL0344_MARKER: R = RIVET
 DL0344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0344_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0344_STAMPING: 271.860 H.S.
 DL0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0344
 DL0344  HISTORY     - Date     Condition        Report By
 DL0344  HISTORY     - UNK      MONUMENTED       USGS
 DL0344  HISTORY     - 1932     GOOD             NGS
 DL0344
 DL0344                          STATION DESCRIPTION
 DL0344
 DL0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0344'5 MI SW FROM THORNTON.
 DL0344'ABOUT 5 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0344'THE STATION AT THORNTON, CALHOUN COUNTY, ABOUT 450 FEET SOUTHWEST OF
 DL0344'THE STATION AT HARLOW, ABOUT 320 FEET SOUTHWEST OF A GRADE CROSSING,
 DL0344'AND 10 FEET SOUTHWEST OF MILEPOST 318.  A UNITED STATES GEOLOGICAL
 DL0344'SURVEY STANDARD CAP, STAMPED 271.860 H.S. AND RIVETED ON THE TOP OF A
 DL0344'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1115 ***********************************************************************
 DK1115  DESIGNATION -  2700 A BOLT
 DK1115  PID         -  DK1115
 DK1115  STATE/COUNTY-  AR/CHICOT
 DK1115  USGS QUAD   -  EMINENCE (1970)
 DK1115
 DK1115                         *CURRENT SURVEY CONTROL
 DK1115  ___________________________________________________________________
 DK1115* NAD 83(1986)-  33 14 43.     (N)    091 09 04.     (W)     SCALED    
 DK1115* NAVD 88     -        36.33   (+/-2cm)     119.2    (feet)  VERTCON   
 DK1115  ___________________________________________________________________
 DK1115  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK1115
 DK1115  VERT ORDER  -  ? (See Below)
 DK1115
 DK1115.The horizontal coordinates were scaled from a topographic map and have
 DK1115.an estimated accuracy of +/- 6 seconds.
 DK1115
 DK1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1115.The vertical order pertains to the NGVD 29 superseded value.
 DK1115
 DK1115.The geoid height was determined by GEOID03.
 DK1115
 DK1115;                    North         East    Units  Estimated Accuracy
 DK1115;SPC AR S     -   464,500.      479,110.      MT  (+/- 180 meters Scaled)
 DK1115
 DK1115                          SUPERSEDED SURVEY CONTROL
 DK1115
 DK1115  NGVD 29 (??/??/??)   36.393  (m)          119.40   (f) ADJUSTED    ?  
 DK1115
 DK1115.Superseded values are not recommended for survey control.
 DK1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1115.See file dsdata.txt to determine how the superseded data were derived.
 DK1115
 DK1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS722800(NAD 83)
 DK1115_MARKER: B = BOLT
 DK1115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1115
 DK1115  HISTORY     - Date     Condition        Report By
 DK1115  HISTORY     - UNK      MONUMENTED       DOD
 DK1115  HISTORY     - 1934     GOOD             CGS
 DK1115
 DK1115                          STATION DESCRIPTION
 DK1115
 DK1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1115'2.3 MI NW FROM LAKEPORT.
 DK1115'2.3 MILES NORTHWEST ALONG THE LEVEE FROM THE OAKLAND PLANTATION AT
 DK1115'LAKEPORT, CHICOT COUNTY, ABOUT 670 FEET WEST OF LEVEE STATION 2700
 DK1115'(1933), ABOUT 300 FEET NORTHWEST OF THE INTERSECTION OF A SMALL ROAD
 DK1115'AND A GRAVEL ROAD, ABOUT 300 FEET NORTH OF A SMALL TIN-TOPPED HOUSE,
 DK1115'AND 22 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD.  A COPPER
 DK1115'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 DK1115'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 DK1115'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1116 ***********************************************************************
 DK1116  DESIGNATION -  2700 A CAP
 DK1116  PID         -  DK1116
 DK1116  STATE/COUNTY-  AR/CHICOT
 DK1116  USGS QUAD   -  EMINENCE (1970)
 DK1116
 DK1116                         *CURRENT SURVEY CONTROL
 DK1116  ___________________________________________________________________
 DK1116* NAD 83(1986)-  33 14 42.     (N)    091 09 04.     (W)     SCALED    
 DK1116* NAVD 88     -        37.55   (+/-2cm)     123.2    (feet)  VERTCON   
 DK1116  ___________________________________________________________________
 DK1116  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK1116
 DK1116  VERT ORDER  -  ? (See Below)
 DK1116
 DK1116.The horizontal coordinates were scaled from a topographic map and have
 DK1116.an estimated accuracy of +/- 6 seconds.
 DK1116
 DK1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1116.The vertical order pertains to the NGVD 29 superseded value.
 DK1116
 DK1116.The geoid height was determined by GEOID03.
 DK1116
 DK1116;                    North         East    Units  Estimated Accuracy
 DK1116;SPC AR S     -   464,470.      479,110.      MT  (+/- 180 meters Scaled)
 DK1116
 DK1116                          SUPERSEDED SURVEY CONTROL
 DK1116
 DK1116  NGVD 29 (??/??/??)   37.605  (m)          123.38   (f) ADJUSTED    ?  
 DK1116
 DK1116.Superseded values are not recommended for survey control.
 DK1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1116.See file dsdata.txt to determine how the superseded data were derived.
 DK1116
 DK1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS722799(NAD 83)
 DK1116_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1116
 DK1116  HISTORY     - Date     Condition        Report By
 DK1116  HISTORY     - UNK      MONUMENTED       DOD
 DK1116  HISTORY     - 1934     GOOD             CGS
 DK1116
 DK1116                          STATION DESCRIPTION
 DK1116
 DK1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1116'2.3 MI NW FROM LAKEPORT.
 DK1116'B.M. IS A PIPE STONE BENCH WITH BRASS CAP LOCATED ON THE RIGHT BANK OF
 DK1116'THE MISS. RIVER, CHICOT CO., ARK., APPROX. 2 1/2 MILES BELOW
 DK1116'SUNNYSIDE, ARK., 670 FT. WEST OF LEVEE AT L.S. NO. 2700 (1933), ABOUT
 DK1116'22 FT. WEST OF CENTERLINE OF GRAVEL ROAD, ABOUT 300 FT. NORTH OF SMALL
 DK1116'TIN TOP HOUSE, APPROX. 300 FT. NORTHWEST OF SMALL ROAD THAT CROSSES
 DK1116'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0286 ***********************************************************************
 GE0286  DESIGNATION -  270.6
 GE0286  PID         -  GE0286
 GE0286  STATE/COUNTY-  AR/RANDOLPH
 GE0286  USGS QUAD   -  POCAHONTAS (1981)
 GE0286
 GE0286                         *CURRENT SURVEY CONTROL
 GE0286  ___________________________________________________________________
 GE0286* NAD 83(1986)-  36 15 34.     (N)    090 58 02.     (W)     SCALED    
 GE0286* NAVD 88     -        82.537  (meters)     270.79   (feet)  ADJUSTED  
 GE0286  ___________________________________________________________________
 GE0286  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE0286  DYNAMIC HT  -          82.470 (meters)     270.57  (feet)  COMP
 GE0286  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GE0286
 GE0286  VERT ORDER  -  FIRST     CLASS II
 GE0286
 GE0286.The horizontal coordinates were scaled from a topographic map and have
 GE0286.an estimated accuracy of +/- 6 seconds.
 GE0286
 GE0286.The orthometric height was determined by differential leveling
 GE0286.and adjusted by the National Geodetic Survey in June 1991..
 GE0286
 GE0286.The geoid height was determined by GEOID03.
 GE0286
 GE0286.The dynamic height is computed by dividing the NAVD 88
 GE0286.geopotential number by the normal gravity value computed on the
 GE0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0286.degrees latitude (g = 980.6199 gals.).
 GE0286
 GE0286.The modeled gravity was interpolated from observed gravity values.
 GE0286
 GE0286;                    North         East    Units  Estimated Accuracy
 GE0286;SPC AR N     -   214,180.      492,810.      MT  (+/- 180 meters Scaled)
 GE0286
 GE0286                          SUPERSEDED SURVEY CONTROL
 GE0286
 GE0286  NGVD 29 (??/??/92)   82.472  (m)          270.58   (f) ADJ UNCH    1 2
 GE0286
 GE0286.Superseded values are not recommended for survey control.
 GE0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0286.See file dsdata.txt to determine how the superseded data were derived.
 GE0286
 GE0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA826146(NAD 83)
 GE0286_MARKER: DD = SURVEY DISK
 GE0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0286_SP_SET: PIER
 GE0286_STAMPING: 270.6
 GE0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0286
 GE0286  HISTORY     - Date     Condition        Report By
 GE0286  HISTORY     - UNK      MONUMENTED       DOD
 GE0286  HISTORY     - 1934     GOOD             NGS
 GE0286  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0286
 GE0286                          STATION DESCRIPTION
 GE0286
 GE0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0286'AT POCAHONTAS.
 GE0286'AT POCAHONTAS, RANDOLPH COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GE0286'RAILWAY, AT MILEAGE 245.1, AT THE RAILROAD BRIDGE OVER BLACK
 GE0286'RIVER, AND IN THE TOP OF THE EAST END OF THE NORTH PIER.  A
 GE0286'STANDARD DISK, STAMPED 270.6.
 GE0286
 GE0286                          STATION RECOVERY (2002)
 GE0286
 GE0286'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0286'RR NOW ABANDONED, ACCESS TO DISK IS DIFFICULT DUE TO THE HEIGHT OF THE
 GE0286'PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0891 ***********************************************************************
 FG0891  DESIGNATION -  272.0
 FG0891  PID         -  FG0891
 FG0891  STATE/COUNTY-  AR/JOHNSON
 FG0891  USGS QUAD   -  TREAT (1980)
 FG0891
 FG0891                         *CURRENT SURVEY CONTROL
 FG0891  ___________________________________________________________________
 FG0891* NAD 83(1986)-  35 31 12.     (N)    093 13 23.     (W)     SCALED    
 FG0891* NAVD 88     -       221.732  (meters)     727.47   (feet)  ADJUSTED  
 FG0891  ___________________________________________________________________
 FG0891  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FG0891  DYNAMIC HT  -         221.519 (meters)     726.77  (feet)  COMP
 FG0891  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 FG0891
 FG0891  VERT ORDER  -  SECOND    CLASS 0
 FG0891
 FG0891.The horizontal coordinates were scaled from a topographic map and have
 FG0891.an estimated accuracy of +/- 6 seconds.
 FG0891
 FG0891.The orthometric height was determined by differential leveling
 FG0891.and adjusted by the National Geodetic Survey in June 1991..
 FG0891
 FG0891.The geoid height was determined by GEOID03.
 FG0891
 FG0891.The dynamic height is computed by dividing the NAVD 88
 FG0891.geopotential number by the normal gravity value computed on the
 FG0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0891.degrees latitude (g = 980.6199 gals.).
 FG0891
 FG0891.The modeled gravity was interpolated from observed gravity values.
 FG0891
 FG0891;                    North         East    Units  Estimated Accuracy
 FG0891;SPC AR N     -   132,340.      289,070.      MT  (+/- 180 meters Scaled)
 FG0891
 FG0891                          SUPERSEDED SURVEY CONTROL
 FG0891
 FG0891  NGVD 29 (??/??/92)  221.69   (m)          727.3    (f) COMPUTED    2 0
 FG0891
 FG0891.Superseded values are not recommended for survey control.
 FG0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0891.See file dsdata.txt to determine how the superseded data were derived.
 FG0891
 FG0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV797307(NAD 83)
 FG0891_MARKER: R = RIVET
 FG0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0891_SP_SET: TREE BASE
 FG0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0891
 FG0891  HISTORY     - Date     Condition        Report By
 FG0891  HISTORY     - UNK      MONUMENTED       USGS
 FG0891  HISTORY     - 1935     GOOD             NGS
 FG0891
 FG0891                          STATION DESCRIPTION
 FG0891
 FG0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0891'6.6 MI E FROM HAGARVILLE.
 FG0891'6.6 MILES EAST OF, ALONG HAGARVILLE-HOWARD SCHOOL RD. FROM THE C. E.
 FG0891'MORRIS RESIDENCE.  2 1/2 MILES SOUTH, 20 DEG EAST OF RANGER STATION ON
 FG0891'MOUNTAIN.  ABOUT 1/2 MILE DIRECTLY SOUTH OF BREAK IN MOUNTAIN. 25 FEET
 FG0891'SOUTH OF CENTER-LINE OF HAGARVILLE-HOWARD SCHOOL RD. IN BASE OF TREE-
 FG0891'FLUSH WITH GROUND AND 3 1/2 INCHES ABOVE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1725 ***********************************************************************
 EH1725  DESIGNATION -  27/28
 EH1725  PID         -  EH1725
 EH1725  STATE/COUNTY-  AR/JEFFERSON
 EH1725  USGS QUAD   -  CORNERSTONE (1975)
 EH1725
 EH1725                         *CURRENT SURVEY CONTROL
 EH1725  ___________________________________________________________________
 EH1725* NAD 83(1986)-  34 10 30.     (N)    091 38 17.     (W)     SCALED    
 EH1725* NAVD 88     -        56.733  (meters)     186.13   (feet)  ADJUSTED  
 EH1725  ___________________________________________________________________
 EH1725  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EH1725  DYNAMIC HT  -          56.678 (meters)     185.95  (feet)  COMP
 EH1725  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 EH1725
 EH1725  VERT ORDER  -  SECOND    CLASS 0
 EH1725
 EH1725.The horizontal coordinates were scaled from a topographic map and have
 EH1725.an estimated accuracy of +/- 6 seconds.
 EH1725
 EH1725.The orthometric height was determined by differential leveling
 EH1725.and adjusted by the National Geodetic Survey in August 1993..
 EH1725
 EH1725.The geoid height was determined by GEOID03.
 EH1725
 EH1725.The dynamic height is computed by dividing the NAVD 88
 EH1725.geopotential number by the normal gravity value computed on the
 EH1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1725.degrees latitude (g = 980.6199 gals.).
 EH1725
 EH1725.The modeled gravity was interpolated from observed gravity values.
 EH1725
 EH1725;                    North         East    Units  Estimated Accuracy
 EH1725;SPC AR S     -   567,350.      433,370.      MT  (+/- 180 meters Scaled)
 EH1725
 EH1725                          SUPERSEDED SURVEY CONTROL
 EH1725
 EH1725  NAVD 88 (06/15/91)   56.765  (m)          186.24   (f) UNKNOWN     2 0
 EH1725  NGVD 29 (??/??/??)   56.804  (m)          186.36   (f) ADJUSTED    2 0
 EH1725
 EH1725.Superseded values are not recommended for survey control.
 EH1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1725.See file dsdata.txt to determine how the superseded data were derived.
 EH1725
 EH1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT255823(NAD 83)
 EH1725_MARKER: P = PIPE CAP
 EH1725_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1725_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1725_STAMPING: B M 27/28
 EH1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1725
 EH1725  HISTORY     - Date     Condition        Report By
 EH1725  HISTORY     - UNK      MONUMENTED       DOD
 EH1725  HISTORY     - 1940     GOOD             CGS
 EH1725  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1725
 EH1725                          STATION DESCRIPTION
 EH1725
 EH1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1725'0.9 MI NE FROM ENGLISH.
 EH1725'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 88 FROM ENGLISH, JEFFERSON
 EH1725'COUNTY, 5.3 MILES NORTHWEST OF THE LITTLE BAYOU METO FLOODGATE, 50
 EH1725'YARDS NORTHEAST OF THE CENTERLINE OF THE LEVEE, 47 YARDS NORTHEAST OF
 EH1725'CONCRETE MILEPOST 27/28, 26 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EH1725'HIGHWAY, AND 3.5 FEET SOUTHEAST OF A POLE.  A STANDARD CAP, STAMPED B
 EH1725'M 27/28 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 15
 EH1725'INCHES ABOVE GROUND.
 EH1725
 EH1725                          STATION RECOVERY (2003)
 EH1725
 EH1725'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1117 ***********************************************************************
 DK1117  DESIGNATION -  2750 A BOLT
 DK1117  PID         -  DK1117
 DK1117  STATE/COUNTY-  AR/CHICOT
 DK1117  USGS QUAD   -  EMINENCE (1970)
 DK1117
 DK1117                         *CURRENT SURVEY CONTROL
 DK1117  ___________________________________________________________________
 DK1117* NAD 83(1986)-  33 13 56.     (N)    091 08 29.     (W)     SCALED    
 DK1117* NAVD 88     -        35.61   (+/-2cm)     116.8    (feet)  VERTCON   
 DK1117  ___________________________________________________________________
 DK1117  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK1117
 DK1117  VERT ORDER  -  ? (See Below)
 DK1117
 DK1117.The horizontal coordinates were scaled from a topographic map and have
 DK1117.an estimated accuracy of +/- 6 seconds.
 DK1117
 DK1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1117.The vertical order pertains to the NGVD 29 superseded value.
 DK1117
 DK1117.The geoid height was determined by GEOID03.
 DK1117
 DK1117;                    North         East    Units  Estimated Accuracy
 DK1117;SPC AR S     -   463,060.      480,030.      MT  (+/- 180 meters Scaled)
 DK1117
 DK1117                          SUPERSEDED SURVEY CONTROL
 DK1117
 DK1117  NGVD 29 (??/??/??)   35.665  (m)          117.01   (f) ADJUSTED    ?  
 DK1117
 DK1117.Superseded values are not recommended for survey control.
 DK1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1117.See file dsdata.txt to determine how the superseded data were derived.
 DK1117
 DK1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS731785(NAD 83)
 DK1117_MARKER: B = BOLT
 DK1117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1117_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1117
 DK1117  HISTORY     - Date     Condition        Report By
 DK1117  HISTORY     - UNK      MONUMENTED       DOD
 DK1117  HISTORY     - 1934     GOOD             CGS
 DK1117
 DK1117                          STATION DESCRIPTION
 DK1117
 DK1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1117'1.2 MI NW FROM LAKEPORT.
 DK1117'1.2 MILES NORTHWEST ALONG THE LEVEE FROM THE OAKLAND PLANTATION AT
 DK1117'LAKEPORT, CHICOT COUNTY, ABOUT 1 MILE NORTHWEST OF A LARGE 2-STORY
 DK1117'WHITE HOUSE, ABOUT 1,020 FEET SOUTHWEST OF LEVEE STATION 2750 (1933),
 DK1117'AT THE EDGE OF A FIELD, ABOUT 1,200 FEET SOUTHWEST OF AN OLD
 DK1117'TIN-TOPPED HOUSE, ABOUT 800 FEET SOUTHEAST OF AN OLD CHURCH ON THE
 DK1117'EAST SIDE OF A GRAVEL ROAD, ABOUT 750 FEET SOUTHWEST OF A BLAZED
 DK1117'18-INCH LOCUST TREE, AND 22 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DK1117'ROAD.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 DK1117'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 DK1117'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1118 ***********************************************************************
 DK1118  DESIGNATION -  2750 A CAP
 DK1118  PID         -  DK1118
 DK1118  STATE/COUNTY-  AR/CHICOT
 DK1118  USGS QUAD   -  EMINENCE (1970)
 DK1118
 DK1118                         *CURRENT SURVEY CONTROL
 DK1118  ___________________________________________________________________
 DK1118* NAD 83(1986)-  33 13 55.     (N)    091 08 30.     (W)     SCALED    
 DK1118* NAVD 88     -        36.82   (+/-2cm)     120.8    (feet)  VERTCON   
 DK1118  ___________________________________________________________________
 DK1118  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK1118
 DK1118  VERT ORDER  -  ? (See Below)
 DK1118
 DK1118.The horizontal coordinates were scaled from a topographic map and have
 DK1118.an estimated accuracy of +/- 6 seconds.
 DK1118
 DK1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1118.The vertical order pertains to the NGVD 29 superseded value.
 DK1118
 DK1118.The geoid height was determined by GEOID03.
 DK1118
 DK1118;                    North         East    Units  Estimated Accuracy
 DK1118;SPC AR S     -   463,030.      480,000.      MT  (+/- 180 meters Scaled)
 DK1118
 DK1118                          SUPERSEDED SURVEY CONTROL
 DK1118
 DK1118  NGVD 29 (??/??/??)   36.878  (m)          120.99   (f) ADJUSTED    ?  
 DK1118
 DK1118.Superseded values are not recommended for survey control.
 DK1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1118.See file dsdata.txt to determine how the superseded data were derived.
 DK1118
 DK1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS731785(NAD 83)
 DK1118_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1118
 DK1118  HISTORY     - Date     Condition        Report By
 DK1118  HISTORY     - UNK      MONUMENTED       DOD
 DK1118  HISTORY     - 1934     GOOD             CGS
 DK1118
 DK1118                          STATION DESCRIPTION
 DK1118
 DK1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1118'1.2 MI NW FROM LAKEPORT.
 DK1118'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1118'OF THE MISS. RIVER, CHICOT CO., ARK., APPROX. 3 1/2 MILES BELOW
 DK1118'SUNNYSIDE, ARK., 1020 FT. SOUTHWEST OF LEVEE AT L.S. NO. 2750 (1933)
 DK1118'IN EDGE OF FIELD, ABOUT 22 FT. SOUTHWEST OF CENTER LINE OF GRAVEL ROAD
 DK1118'AND 1200 FT. SOUTHWEST OF OLD TIN TOPPED HOUSE, ABOUT 800 FT.
 DK1118'SOUTHEAST OF OLD CHURCH, THAT SETS ON EAST SIDE OF GRAVEL ROAD, ABOUT
 DK1118'750 FT. SOUTHWEST OF 18-INCH BLAZED LOCUST TREE, APPROX. ONE MILE
 DK1118'NORTHWEST OF LARGE 2-STORY WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1348 ***********************************************************************
 FF1348  DESIGNATION -  28 BLS
 FF1348  PID         -  FF1348
 FF1348  STATE/COUNTY-  AR/WHITE
 FF1348  USGS QUAD   -  VELVET RIDGE (1965)
 FF1348
 FF1348                         *CURRENT SURVEY CONTROL
 FF1348  ___________________________________________________________________
 FF1348* NAD 83(1986)-  35 24 45.     (N)    091 34 34.     (W)     SCALED    
 FF1348* NAVD 88     -       194.742  (meters)     638.92   (feet)  ADJUSTED  
 FF1348  ___________________________________________________________________
 FF1348  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1348  DYNAMIC HT  -         194.567 (meters)     638.34  (feet)  COMP
 FF1348  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 FF1348
 FF1348  VERT ORDER  -  SECOND    CLASS 0
 FF1348
 FF1348.The horizontal coordinates were scaled from a topographic map and have
 FF1348.an estimated accuracy of +/- 6 seconds.
 FF1348
 FF1348.The orthometric height was determined by differential leveling
 FF1348.and adjusted by the National Geodetic Survey in June 1991..
 FF1348
 FF1348.The geoid height was determined by GEOID03.
 FF1348
 FF1348.The dynamic height is computed by dividing the NAVD 88
 FF1348.geopotential number by the normal gravity value computed on the
 FF1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1348.degrees latitude (g = 980.6199 gals.).
 FF1348
 FF1348.The modeled gravity was interpolated from observed gravity values.
 FF1348
 FF1348;                    North         East    Units  Estimated Accuracy
 FF1348;SPC AR N     -   119,810.      438,500.      MT  (+/- 180 meters Scaled)
 FF1348
 FF1348                          SUPERSEDED SURVEY CONTROL
 FF1348
 FF1348  NGVD 29 (??/??/??)  194.687  (m)          638.74   (f) ADJUSTED    2 0
 FF1348
 FF1348.Superseded values are not recommended for survey control.
 FF1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1348.See file dsdata.txt to determine how the superseded data were derived.
 FF1348
 FF1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV292197(NAD 83)
 FF1348_MARKER: DD = SURVEY DISK
 FF1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1348_STAMPING: 28 BLS 1960
 FF1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1348+STABILITY: SURFACE MOTION
 FF1348
 FF1348  HISTORY     - Date     Condition        Report By
 FF1348  HISTORY     - 1960     MONUMENTED       USGS
 FF1348  HISTORY     - 1962     GOOD             CGS
 FF1348  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1348
 FF1348                          STATION DESCRIPTION
 FF1348
 FF1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1348'8.3 MI N FROM BALD KNOB.
 FF1348'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1348'THE STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY
 FF1348'TO THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, THENCE 7.35 MILES
 FF1348'NORTH ALONG U.S. HIGHWAY 167, 185 FEET SOUTH OF THE SOUTHEAST
 FF1348'CORNER OF MARTINS GROCERY AND FEED STORE, 43 FEET WEST OF THE
 FF1348'CENTERLINE OF THE HIGHWAY, 43.8 FEET SOUTH OF A POWER POLE, SET
 FF1348'IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 FF1348'GROUND.
 FF1348
 FF1348                          STATION RECOVERY (2003)
 FF1348
 FF1348'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0776 ***********************************************************************
 EH0776  DESIGNATION -  28 DRL
 EH0776  PID         -  EH0776
 EH0776  STATE/COUNTY-  AR/DESHA
 EH0776  USGS QUAD   -  LACONIA (1982)
 EH0776
 EH0776                         *CURRENT SURVEY CONTROL
 EH0776  ___________________________________________________________________
 EH0776* NAD 83(1986)-  34 01 22.     (N)    090 59 50.     (W)     SCALED    
 EH0776* NAVD 88     -        54.356  (meters)     178.33   (feet)  ADJUSTED  
 EH0776  ___________________________________________________________________
 EH0776  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0776  DYNAMIC HT  -          54.302 (meters)     178.16  (feet)  COMP
 EH0776  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 EH0776
 EH0776  VERT ORDER  -  FIRST     CLASS II
 EH0776
 EH0776.The horizontal coordinates were scaled from a topographic map and have
 EH0776.an estimated accuracy of +/- 6 seconds.
 EH0776
 EH0776.The orthometric height was determined by differential leveling
 EH0776.and adjusted by the National Geodetic Survey in June 1991..
 EH0776
 EH0776.The geoid height was determined by GEOID03.
 EH0776
 EH0776.The dynamic height is computed by dividing the NAVD 88
 EH0776.geopotential number by the normal gravity value computed on the
 EH0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0776.degrees latitude (g = 980.6199 gals.).
 EH0776
 EH0776.The modeled gravity was interpolated from observed gravity values.
 EH0776
 EH0776;                    North         East    Units  Estimated Accuracy
 EH0776;SPC AR S     -   550,860.      492,610.      MT  (+/- 180 meters Scaled)
 EH0776
 EH0776                          SUPERSEDED SURVEY CONTROL
 EH0776
 EH0776  NGVD 29 (??/??/??)   54.400  (m)          178.48   (f) ADJUSTED    1 2
 EH0776
 EH0776.Superseded values are not recommended for survey control.
 EH0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0776.See file dsdata.txt to determine how the superseded data were derived.
 EH0776
 EH0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT849664(NAD 83)
 EH0776_MARKER: DD = SURVEY DISK
 EH0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0776_STAMPING: 28 DRL 1965
 EH0776_MARK LOGO: USGS  
 EH0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0776+STABILITY: SURFACE MOTION
 EH0776
 EH0776  HISTORY     - Date     Condition        Report By
 EH0776  HISTORY     - 1965     MONUMENTED       USGS
 EH0776  HISTORY     - 1976     GOOD             NGS
 EH0776  HISTORY     - 1985     GOOD             NGS
 EH0776
 EH0776                          STATION DESCRIPTION
 EH0776
 EH0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0776'20.4 MI S FROM MELLWOOD.
 EH0776'20.4 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0776'MELLWOOD, 29 FEET NORTHWEST OF THE CENTER OF LEVEE, AND 2 FEET
 EH0776'NORTHWEST OF MILEPOST 59/60.  A DISK SET IN THE TOP OF A CONCRETE POST
 EH0776'PROJECTING +1 INCHES.  5 FEET BELOW LEVEE 1 FOOT SOUTHWEST OF A
 EH0776'WITNESS POST.
 EH0776
 EH0776                          STATION RECOVERY (1985)
 EH0776
 EH0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0143 ***********************************************************************
 FG0143  DESIGNATION -  28 RHM
 FG0143  PID         -  FG0143
 FG0143  STATE/COUNTY-  AR/FAULKNER
 FG0143  USGS QUAD   -  MOUNT VERNON (1994)
 FG0143
 FG0143                         *CURRENT SURVEY CONTROL
 FG0143  ___________________________________________________________________
 FG0143* NAD 83(1986)-  35 13 32.     (N)    092 07 27.     (W)     SCALED    
 FG0143* NAVD 88     -       132.353  (meters)     434.23   (feet)  ADJUSTED  
 FG0143  ___________________________________________________________________
 FG0143  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FG0143  DYNAMIC HT  -         132.230 (meters)     433.82  (feet)  COMP
 FG0143  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 FG0143
 FG0143  VERT ORDER  -  SECOND    CLASS 0
 FG0143
 FG0143.The horizontal coordinates were scaled from a topographic map and have
 FG0143.an estimated accuracy of +/- 6 seconds.
 FG0143
 FG0143.The orthometric height was determined by differential leveling
 FG0143.and adjusted by the National Geodetic Survey in June 1991..
 FG0143
 FG0143.The geoid height was determined by GEOID03.
 FG0143
 FG0143.The dynamic height is computed by dividing the NAVD 88
 FG0143.geopotential number by the normal gravity value computed on the
 FG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0143.degrees latitude (g = 980.6199 gals.).
 FG0143
 FG0143.The modeled gravity was interpolated from observed gravity values.
 FG0143
 FG0143;                    North         East    Units  Estimated Accuracy
 FG0143;SPC AR N     -    98,990.      388,700.      MT  (+/- 180 meters Scaled)
 FG0143
 FG0143                          SUPERSEDED SURVEY CONTROL
 FG0143
 FG0143  NGVD 29 (??/??/92)  132.332  (m)          434.16   (f) ADJ UNCH    2 0
 FG0143
 FG0143.Superseded values are not recommended for survey control.
 FG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0143.See file dsdata.txt to determine how the superseded data were derived.
 FG0143
 FG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU797984(NAD 83)
 FG0143_MARKER: DB = BENCH MARK DISK
 FG0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0143_STAMPING: 28 RHM 1960
 FG0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0143+STABILITY: SURFACE MOTION
 FG0143
 FG0143  HISTORY     - Date     Condition        Report By
 FG0143  HISTORY     - 1960     MONUMENTED       USGS
 FG0143  HISTORY     - 1962     GOOD             NGS
 FG0143  HISTORY     - 1989     GOOD             USPSQD
 FG0143
 FG0143                          STATION DESCRIPTION
 FG0143
 FG0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0143'IN MOUN VERNON.
 FG0143'AT THE POST OFFICE IN MOUNT VERNON, 2.2 FEET SOUTH OF THE NORTH CORNER
 FG0143'OF THE CONCRETE PORCH OF THE POST OFFICE, 1.0 FEET WEST OF THE WEST
 FG0143'EDGE OF THE PORCH, SET IN THE TOP OF A 6 INCH SQUARE POST AND
 FG0143'PROJECTING 4 INCHES ABOVE THE GROUND.
 FG0143
 FG0143                          STATION RECOVERY (1989)
 FG0143
 FG0143'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1661 ***********************************************************************
 EH1661  DESIGNATION -  28 W
 EH1661  PID         -  EH1661
 EH1661  STATE/COUNTY-  AR/ARKANSAS
 EH1661  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1661
 EH1661                         *CURRENT SURVEY CONTROL
 EH1661  ___________________________________________________________________
 EH1661* NAD 83(1986)-  34 26 58.     (N)    091 32 28.     (W)     SCALED    
 EH1661* NAVD 88     -        62.516  (meters)     205.10   (feet)  ADJUSTED  
 EH1661  ___________________________________________________________________
 EH1661  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH1661  DYNAMIC HT  -          62.456 (meters)     204.91  (feet)  COMP
 EH1661  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 EH1661
 EH1661  VERT ORDER  -  FIRST     CLASS II
 EH1661
 EH1661.The horizontal coordinates were scaled from a topographic map and have
 EH1661.an estimated accuracy of +/- 6 seconds.
 EH1661
 EH1661.The orthometric height was determined by differential leveling
 EH1661.and adjusted by the National Geodetic Survey in August 1993..
 EH1661
 EH1661.The geoid height was determined by GEOID03.
 EH1661
 EH1661.The dynamic height is computed by dividing the NAVD 88
 EH1661.geopotential number by the normal gravity value computed on the
 EH1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1661.degrees latitude (g = 980.6199 gals.).
 EH1661
 EH1661.The modeled gravity was interpolated from observed gravity values.
 EH1661
 EH1661;                    North         East    Units  Estimated Accuracy
 EH1661;SPC AR S     -   597,830.      442,170.      MT  (+/- 180 meters Scaled)
 EH1661
 EH1661                          SUPERSEDED SURVEY CONTROL
 EH1661
 EH1661  NAVD 88 (06/15/91)   62.553  (m)          205.23   (f) UNKNOWN     1 2
 EH1661  NGVD 29 (??/??/??)   62.560  (m)          205.25   (f) ADJUSTED    1 2
 EH1661
 EH1661.Superseded values are not recommended for survey control.
 EH1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1661.See file dsdata.txt to determine how the superseded data were derived.
 EH1661
 EH1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU340129(NAD 83)
 EH1661_MARKER: DD = SURVEY DISK
 EH1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1661_STAMPING: 28 W 1928 205.226
 EH1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1661+STABILITY: SURFACE MOTION
 EH1661
 EH1661  HISTORY     - Date     Condition        Report By
 EH1661  HISTORY     - 1928     MONUMENTED       USGS
 EH1661  HISTORY     - 1954     GOOD             CGS
 EH1661  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 EH1661
 EH1661                          STATION DESCRIPTION
 EH1661
 EH1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1661'3.1 MI S FROM STUTTGART.
 EH1661'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1661'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1661'HIGHWAYS 11 AND 30, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 11, 38
 EH1661'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF THE
 EH1661'CENTER LINE OF AN EAST AND WEST ROAD, 12 FEET SOUTH OF A POWER POLE, 2
 EH1661'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1661'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EH1661
 EH1661                          STATION RECOVERY (1981)
 EH1661
 EH1661'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH1661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1119 ***********************************************************************
 DK1119  DESIGNATION -  2800 A BOLT
 DK1119  PID         -  DK1119
 DK1119  STATE/COUNTY-  AR/CHICOT
 DK1119  USGS QUAD   -  EMINENCE (1970)
 DK1119
 DK1119                         *CURRENT SURVEY CONTROL
 DK1119  ___________________________________________________________________
 DK1119* NAD 83(1986)-  33 13 27.     (N)    091 07 30.     (W)     SCALED    
 DK1119* NAVD 88     -        25.78   (+/-2cm)      84.6    (feet)  VERTCON   
 DK1119  ___________________________________________________________________
 DK1119  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK1119
 DK1119  VERT ORDER  -  ? (See Below)
 DK1119
 DK1119.The horizontal coordinates were scaled from a topographic map and have
 DK1119.an estimated accuracy of +/- 6 seconds.
 DK1119
 DK1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1119.The vertical order pertains to the NGVD 29 superseded value.
 DK1119
 DK1119.The geoid height was determined by GEOID03.
 DK1119
 DK1119;                    North         East    Units  Estimated Accuracy
 DK1119;SPC AR S     -   462,180.      481,570.      MT  (+/- 180 meters Scaled)
 DK1119
 DK1119                          SUPERSEDED SURVEY CONTROL
 DK1119
 DK1119  NGVD 29 (??/??/??)   25.836  (m)           84.76   (f) ADJUSTED    ?  
 DK1119
 DK1119.Superseded values are not recommended for survey control.
 DK1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1119.See file dsdata.txt to determine how the superseded data were derived.
 DK1119
 DK1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS747777(NAD 83)
 DK1119_MARKER: B = BOLT
 DK1119_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1119_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1119
 DK1119  HISTORY     - Date     Condition        Report By
 DK1119  HISTORY     - UNK      MONUMENTED       DOD
 DK1119  HISTORY     - 1934     GOOD             CGS
 DK1119
 DK1119                          STATION DESCRIPTION
 DK1119
 DK1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1119'IN LAKEPORT.
 DK1119'A COPPER BOLT SET IN A PIPE STONE BENCH WITH ACCESS THROUGH A BRASS
 DK1119'CAP.  CAP IS 14 INCHES ABOVE GROUND.  LOCATED ON RIGHT BANK OF MISS.
 DK1119'RIVER, ABOUT 2 1/2 MILES ABOVE PRESENT LAKEPORT LANDING, CHICOT CO.,
 DK1119'ARK., IN THE TOWN OF LAKEPORT, IN NORTHWEST CORNER OF OAKLAND
 DK1119'PLANTATION MANSION OCCUPIED BY MR. MOORE, ABOUT 250 FEET TO LAND SIDE
 DK1119'OF MAIN LEVEE IN VICINITY OF LEVEE STA. 2810, 4 FEET SOUTH AND 4 FEET
 DK1119'EAST OF NORTHWEST CORNER OF YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1120 ***********************************************************************
 DK1120  DESIGNATION -  2800 A CAP
 DK1120  PID         -  DK1120
 DK1120  STATE/COUNTY-  AR/CHICOT
 DK1120  USGS QUAD   -  EMINENCE (1970)
 DK1120
 DK1120                         *CURRENT SURVEY CONTROL
 DK1120  ___________________________________________________________________
 DK1120* NAD 83(1986)-  33 13 27.     (N)    091 07 30.     (W)     SCALED    
 DK1120* NAVD 88     -        27.01   (+/-2cm)      88.6    (feet)  VERTCON   
 DK1120  ___________________________________________________________________
 DK1120  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK1120
 DK1120  VERT ORDER  -  ? (See Below)
 DK1120
 DK1120.The horizontal coordinates were scaled from a topographic map and have
 DK1120.an estimated accuracy of +/- 6 seconds.
 DK1120
 DK1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1120.The vertical order pertains to the NGVD 29 superseded value.
 DK1120
 DK1120.The geoid height was determined by GEOID03.
 DK1120
 DK1120;                    North         East    Units  Estimated Accuracy
 DK1120;SPC AR S     -   462,180.      481,570.      MT  (+/- 180 meters Scaled)
 DK1120
 DK1120                          SUPERSEDED SURVEY CONTROL
 DK1120
 DK1120  NGVD 29 (??/??/??)   27.065  (m)           88.80   (f) ADJUSTED    ?  
 DK1120
 DK1120.Superseded values are not recommended for survey control.
 DK1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1120.See file dsdata.txt to determine how the superseded data were derived.
 DK1120
 DK1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS747777(NAD 83)
 DK1120_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1120_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1120
 DK1120  HISTORY     - Date     Condition        Report By
 DK1120  HISTORY     - UNK      MONUMENTED       DOD
 DK1120  HISTORY     - 1934     GOOD             CGS
 DK1120
 DK1120                          STATION DESCRIPTION
 DK1120
 DK1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1120'IN LAKEPORT.
 DK1120'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 14 INCHES ABOVE GROUND.
 DK1120'LOCATION RIGHT BANK OF MISS. RIVER, ABOUT 2 1/2 MILES ABOVE PRESENT
 DK1120'LAKEPORT LANDING, CHICOT CO., ARK., IN THE TOWN OF LAKEPORT, IN
 DK1120'NORTHWEST CORNER OF OAKLAND PLANTATION MANSION OCCUPIED BY MR. MOORE,
 DK1120'ABOUT 250 FEET TO LAND SIDE OF MAIN LEVEE IN VICINITY OF LEVEE STA.
 DK1120'2810, 4 FEET SOUTH AND 4 FEET EAST OF NORTHWEST CORNER OF YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1723 ***********************************************************************
 EH1723  DESIGNATION -  28/29
 EH1723  PID         -  EH1723
 EH1723  STATE/COUNTY-  AR/JEFFERSON
 EH1723  USGS QUAD   -  REYDELL (1975)
 EH1723
 EH1723                         *CURRENT SURVEY CONTROL
 EH1723  ___________________________________________________________________
 EH1723* NAD 83(1986)-  34 10 10.     (N)    091 37 22.     (W)     SCALED    
 EH1723* NAVD 88     -        57.708  (meters)     189.33   (feet)  ADJUSTED  
 EH1723  ___________________________________________________________________
 EH1723  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EH1723  DYNAMIC HT  -          57.652 (meters)     189.15  (feet)  COMP
 EH1723  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 EH1723
 EH1723  VERT ORDER  -  SECOND    CLASS 0
 EH1723
 EH1723.The horizontal coordinates were scaled from a topographic map and have
 EH1723.an estimated accuracy of +/- 6 seconds.
 EH1723
 EH1723.The orthometric height was determined by differential leveling
 EH1723.and adjusted by the National Geodetic Survey in August 1993..
 EH1723
 EH1723.The geoid height was determined by GEOID03.
 EH1723
 EH1723.The dynamic height is computed by dividing the NAVD 88
 EH1723.geopotential number by the normal gravity value computed on the
 EH1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1723.degrees latitude (g = 980.6199 gals.).
 EH1723
 EH1723.The modeled gravity was interpolated from observed gravity values.
 EH1723
 EH1723;                    North         East    Units  Estimated Accuracy
 EH1723;SPC AR S     -   566,740.      434,780.      MT  (+/- 180 meters Scaled)
 EH1723
 EH1723                          SUPERSEDED SURVEY CONTROL
 EH1723
 EH1723  NAVD 88 (06/15/91)   57.742  (m)          189.44   (f) UNKNOWN     2 0
 EH1723  NGVD 29 (??/??/??)   57.781  (m)          189.57   (f) ADJUSTED    2 0
 EH1723
 EH1723.Superseded values are not recommended for survey control.
 EH1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1723.See file dsdata.txt to determine how the superseded data were derived.
 EH1723
 EH1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT269818(NAD 83)
 EH1723_MARKER: P = PIPE CAP
 EH1723_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1723_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1723_STAMPING: B M 28/29
 EH1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1723
 EH1723  HISTORY     - Date     Condition        Report By
 EH1723  HISTORY     - UNK      MONUMENTED       DOD
 EH1723  HISTORY     - 1940     GOOD             CGS
 EH1723  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1723
 EH1723                          STATION DESCRIPTION
 EH1723
 EH1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1723'3.3 MI NW FROM REYDEL.
 EH1723'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 88 FROM REYDEL, JEFFERSON
 EH1723'COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD EAST OF A WHITE HOUSE AND
 EH1723'LEADING PAST STOCK PENS AND TOOL SHEDS, 0.2 MILE NORTHWEST ALONG A
 EH1723'ROAD PARALLELING THE LEVEE, 4.3 MILES NORTHWEST OF THE LITTLE BAYOU
 EH1723'METO FLOODGATE, 52.5 FEET NORTH OF THE CENTERLINE OF THE LEVEE, 42.5
 EH1723'FEET NORTHWEST OF CONCRETE MILEPOST 28/29, AND 1 FOOT NORTH OF A
 EH1723'FENCE.  A STANDARD CAP, STAMPED B M 28/29 AND RIVETED ON THE TOP OF A
 EH1723'3-INCH PIPE PROJECTING 12 INCHES ABOVE GROUND.
 EH1723
 EH1723                          STATION RECOVERY (2003)
 EH1723
 EH1723'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1123 ***********************************************************************
 DK1123  DESIGNATION -  2850 A CAP
 DK1123  PID         -  DK1123
 DK1123  STATE/COUNTY-  AR/CHICOT
 DK1123  USGS QUAD   -  AVON (1970)
 DK1123
 DK1123                         *CURRENT SURVEY CONTROL
 DK1123  ___________________________________________________________________
 DK1123* NAD 83(1986)-  33 12 58.     (N)    091 07 15.     (W)     SCALED    
 DK1123* NAVD 88     -        36.49   (+/-2cm)     119.7    (feet)  VERTCON   
 DK1123  ___________________________________________________________________
 DK1123  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK1123
 DK1123  VERT ORDER  -  ? (See Below)
 DK1123
 DK1123.The horizontal coordinates were scaled from a topographic map and have
 DK1123.an estimated accuracy of +/- 6 seconds.
 DK1123
 DK1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1123.The vertical order pertains to the NGVD 29 superseded value.
 DK1123
 DK1123.The geoid height was determined by GEOID03.
 DK1123
 DK1123;                    North         East    Units  Estimated Accuracy
 DK1123;SPC AR S     -   461,290.      481,960.      MT  (+/- 180 meters Scaled)
 DK1123
 DK1123                          SUPERSEDED SURVEY CONTROL
 DK1123
 DK1123  NGVD 29 (??/??/??)   36.539  (m)          119.88   (f) ADJUSTED    ?  
 DK1123
 DK1123.Superseded values are not recommended for survey control.
 DK1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1123.See file dsdata.txt to determine how the superseded data were derived.
 DK1123
 DK1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS751768(NAD 83)
 DK1123_MARKER: B = BOLT
 DK1123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1123
 DK1123  HISTORY     - Date     Condition        Report By
 DK1123  HISTORY     - UNK      MONUMENTED       DOD
 DK1123  HISTORY     - 1934     GOOD             CGS
 DK1123
 DK1123                          STATION DESCRIPTION
 DK1123
 DK1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1123'0.75 MI SE FROM LAKEPORT.
 DK1123'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1123'OF THE MISS. RIVER, CHICOT, CO., ARK., APPROX. 5 1/2 MILES BELOW
 DK1123'SUNNYSIDE, IN FIELD ABOUT 15 FT. SOUTHWEST OF CENTER LINE OF GRADED
 DK1123'ROAD, APPROX. 400 FT. WEST OF A CABIN, ABOUT 3500 FT. SOUTHEAST OF
 DK1123'LARGE TWO STORY PLANTATION HOME, 777 FT. SOUTHWEST OF LEVEE AT L.S.
 DK1123'NO. 3850.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0378 ***********************************************************************
 EJ0378  DESIGNATION -  289.5
 EJ0378  PID         -  EJ0378
 EJ0378  STATE/COUNTY-  AR/PULASKI
 EJ0378  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0378
 EJ0378                         *CURRENT SURVEY CONTROL
 EJ0378  ___________________________________________________________________
 EJ0378* NAD 83(1986)-  34 40 13.     (N)    092 16 10.     (W)     SCALED    
 EJ0378* NAVD 88     -        88.677  (meters)     290.93   (feet)  ADJUSTED  
 EJ0378  ___________________________________________________________________
 EJ0378  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ0378  DYNAMIC HT  -          88.593 (meters)     290.66  (feet)  COMP
 EJ0378  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 EJ0378
 EJ0378  VERT ORDER  -  SECOND    CLASS 0
 EJ0378
 EJ0378.The horizontal coordinates were scaled from a topographic map and have
 EJ0378.an estimated accuracy of +/- 6 seconds.
 EJ0378
 EJ0378.The orthometric height was determined by differential leveling
 EJ0378.and adjusted by the National Geodetic Survey in June 1991..
 EJ0378
 EJ0378.The geoid height was determined by GEOID03.
 EJ0378
 EJ0378.The dynamic height is computed by dividing the NAVD 88
 EJ0378.geopotential number by the normal gravity value computed on the
 EJ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0378.degrees latitude (g = 980.6199 gals.).
 EJ0378
 EJ0378.The modeled gravity was interpolated from observed gravity values.
 EJ0378
 EJ0378;                    North         East    Units  Estimated Accuracy
 EJ0378;SPC AR S     -   622,260.      375,310.      MT  (+/- 180 meters Scaled)
 EJ0378
 EJ0378                          SUPERSEDED SURVEY CONTROL
 EJ0378
 EJ0378  NGVD 29 (??/??/92)   88.728  (m)          291.10   (f) ADJ UNCH    2 0
 EJ0378
 EJ0378.Superseded values are not recommended for survey control.
 EJ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0378.See file dsdata.txt to determine how the superseded data were derived.
 EJ0378
 EJ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU669367(NAD 83)
 EJ0378_MARKER: S = SPIKE
 EJ0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0378_SP_SET: SYCAMORE TREE
 EJ0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0378
 EJ0378  HISTORY     - Date     Condition        Report By
 EJ0378  HISTORY     - UNK      MONUMENTED       USGS
 EJ0378  HISTORY     - 1935     GOOD             NGS
 EJ0378  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0378  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0378
 EJ0378                          STATION DESCRIPTION
 EJ0378
 EJ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0378'2.8 MI SW FROM SWEET HOME.
 EJ0378'2.8 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 EJ0378'RAILROAD STATION AT SWEET HOME, PULASKI COUNTY, 2.7 MILES NORTHEAST OF
 EJ0378'THE JUNCTION OF U.S. HIGHWAY 167, AT A CURVE, 318 FEET EAST OF A
 EJ0378'CONCRETE CULVERT WITH A CONCRETE RAILING, AT A ROAD JUNCTION, 95 FEET
 EJ0378'WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH TO THE GEORGE
 EJ0378'ERMENTROUDT WHITE FARMHOUSE IN 1935, 15 FEET NORTH OF THE CENTERLINE
 EJ0378'OF THE GRAVEL ROAD, 18 FEET WEST OF A ROW OF CEDAR TREES, AND IN THE
 EJ0378'ROOT OF AN 18-INCH SYCAMORE TREE PAINTED IBM 289.5 FT.  AN IRON SPIKE.
 EJ0378
 EJ0378                          STATION RECOVERY (1989)
 EJ0378
 EJ0378'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0378'MARK NOT FOUND.
 EJ0378
 EJ0378                          STATION RECOVERY (1990)
 EJ0378
 EJ0378'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1124 ***********************************************************************
 DK1124  DESIGNATION -  2900 A CAP
 DK1124  PID         -  DK1124
 DK1124  STATE/COUNTY-  AR/CHICOT
 DK1124  USGS QUAD   -  AVON (1970)
 DK1124
 DK1124                         *CURRENT SURVEY CONTROL
 DK1124  ___________________________________________________________________
 DK1124* NAD 83(1986)-  33 12 14.     (N)    091 06 35.     (W)     SCALED    
 DK1124* NAVD 88     -        37.28   (+/-2cm)     122.3    (feet)  VERTCON   
 DK1124  ___________________________________________________________________
 DK1124  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK1124
 DK1124  VERT ORDER  -  ? (See Below)
 DK1124
 DK1124.The horizontal coordinates were scaled from a topographic map and have
 DK1124.an estimated accuracy of +/- 6 seconds.
 DK1124
 DK1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1124.The vertical order pertains to the NGVD 29 superseded value.
 DK1124
 DK1124.The geoid height was determined by GEOID03.
 DK1124
 DK1124;                    North         East    Units  Estimated Accuracy
 DK1124;SPC AR S     -   459,950.      483,010.      MT  (+/- 180 meters Scaled)
 DK1124
 DK1124                          SUPERSEDED SURVEY CONTROL
 DK1124
 DK1124  NGVD 29 (??/??/??)   37.330  (m)          122.47   (f) ADJUSTED    ?  
 DK1124
 DK1124.Superseded values are not recommended for survey control.
 DK1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1124.See file dsdata.txt to determine how the superseded data were derived.
 DK1124
 DK1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS761754(NAD 83)
 DK1124_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1124_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1124
 DK1124  HISTORY     - Date     Condition        Report By
 DK1124  HISTORY     - UNK      MONUMENTED       DOD
 DK1124  HISTORY     - 1934     GOOD             CGS
 DK1124
 DK1124                          STATION DESCRIPTION
 DK1124
 DK1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1124'1.75 MI S FROM LAKEPORT.
 DK1124'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1124'OF THE MISS. RIVER, CHICOT CO., ARK., 6 1/2 MILES BELOW SUNNYSIDE, IN
 DK1124'WOODS 611 FT. SOUTH OF LEVEE AT L.S. NO. 2900, APPROX. 110 FT.
 DK1124'NORTHEAST OF 20-INCH BLAZED HACKBERRY TREE, ABOUT 400 FT. SOUTH OF
 DK1124'36-INCH BLAZED COTTONWOOD TREE, 2 MILES BELOW LARGE TWO STORY WHITE
 DK1124'PLANTATION HOME, APPROX. 3500 FT. ABOVE SEVEN OAKS LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1721 ***********************************************************************
 EH1721  DESIGNATION -  29/30
 EH1721  PID         -  EH1721
 EH1721  STATE/COUNTY-  AR/JEFFERSON
 EH1721  USGS QUAD   -  REYDELL (1975)
 EH1721
 EH1721                         *CURRENT SURVEY CONTROL
 EH1721  ___________________________________________________________________
 EH1721* NAD 83(1986)-  34 09 29.     (N)    091 37 07.     (W)     SCALED    
 EH1721* NAVD 88     -        56.991  (meters)     186.98   (feet)  ADJUSTED  
 EH1721  ___________________________________________________________________
 EH1721  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EH1721  DYNAMIC HT  -          56.935 (meters)     186.79  (feet)  COMP
 EH1721  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 EH1721
 EH1721  VERT ORDER  -  SECOND    CLASS 0
 EH1721
 EH1721.The horizontal coordinates were scaled from a topographic map and have
 EH1721.an estimated accuracy of +/- 6 seconds.
 EH1721
 EH1721.The orthometric height was determined by differential leveling
 EH1721.and adjusted by the National Geodetic Survey in August 1993..
 EH1721
 EH1721.The geoid height was determined by GEOID03.
 EH1721
 EH1721.The dynamic height is computed by dividing the NAVD 88
 EH1721.geopotential number by the normal gravity value computed on the
 EH1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1721.degrees latitude (g = 980.6199 gals.).
 EH1721
 EH1721.The modeled gravity was interpolated from observed gravity values.
 EH1721
 EH1721;                    North         East    Units  Estimated Accuracy
 EH1721;SPC AR S     -   565,480.      435,170.      MT  (+/- 180 meters Scaled)
 EH1721
 EH1721                          SUPERSEDED SURVEY CONTROL
 EH1721
 EH1721  NAVD 88 (06/15/91)   57.026  (m)          187.09   (f) UNKNOWN     2 0
 EH1721  NGVD 29 (??/??/??)   57.066  (m)          187.22   (f) ADJUSTED    2 0
 EH1721
 EH1721.Superseded values are not recommended for survey control.
 EH1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1721.See file dsdata.txt to determine how the superseded data were derived.
 EH1721
 EH1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT273805(NAD 83)
 EH1721_MARKER: P = PIPE CAP
 EH1721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1721_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1721_STAMPING: B M 29/30
 EH1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1721
 EH1721  HISTORY     - Date     Condition        Report By
 EH1721  HISTORY     - UNK      MONUMENTED       DOD
 EH1721  HISTORY     - 1940     GOOD             CGS
 EH1721  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1721
 EH1721                          STATION DESCRIPTION
 EH1721
 EH1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1721'3.3 MI NW FROM REYDEL.
 EH1721'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 88 FROM REYDEL, JEFFERSON
 EH1721'COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD EAST OF A WHITE HOUSE AND
 EH1721'LEADING PAST THE STOCK PENS AND TOOL SHEDS, 1.0 MILE SOUTHEAST ALONG A
 EH1721'ROAD PARALLELING THE LEVEE, 3.2 MILES NORTHWEST OF LITTLE BAYOU METO
 EH1721'FLOODGATE, 150 YARDS EAST OF A RIGHT-ANGLE TURN IN THE LEVEE, 26 FEET
 EH1721'FROM CONCRETE MILEPOST 29/30, 10 FEET NORTH OF THE TOE OF THE LEVEE,
 EH1721'10 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET SOUTH OF A
 EH1721'FENCE.  A STANDARD CAP, STAMPED B M 29/30 AND RIVETED ON THE TOP OF A
 EH1721'3-INCH PIPE PROJECTING 12 INCHES ABOVE GROUND.
 EH1721
 EH1721                          STATION RECOVERY (2003)
 EH1721
 EH1721'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1722 ***********************************************************************
 EH1722  DESIGNATION -  29/30 REF
 EH1722  PID         -  EH1722
 EH1722  STATE/COUNTY-  AR/JEFFERSON
 EH1722  USGS QUAD   -  REYDELL (1975)
 EH1722
 EH1722                         *CURRENT SURVEY CONTROL
 EH1722  ___________________________________________________________________
 EH1722* NAD 83(1986)-  34 09 35.     (N)    091 37 13.     (W)     SCALED    
 EH1722* NAVD 88     -        57.395  (meters)     188.30   (feet)  ADJUSTED  
 EH1722  ___________________________________________________________________
 EH1722  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EH1722  DYNAMIC HT  -          57.339 (meters)     188.12  (feet)  COMP
 EH1722  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 EH1722
 EH1722  VERT ORDER  -  SECOND    CLASS 0
 EH1722
 EH1722.The horizontal coordinates were scaled from a topographic map and have
 EH1722.an estimated accuracy of +/- 6 seconds.
 EH1722
 EH1722.The orthometric height was determined by differential leveling
 EH1722.and adjusted by the National Geodetic Survey in August 1993..
 EH1722
 EH1722.The geoid height was determined by GEOID03.
 EH1722
 EH1722.The dynamic height is computed by dividing the NAVD 88
 EH1722.geopotential number by the normal gravity value computed on the
 EH1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1722.degrees latitude (g = 980.6199 gals.).
 EH1722
 EH1722.The modeled gravity was interpolated from observed gravity values.
 EH1722
 EH1722;                    North         East    Units  Estimated Accuracy
 EH1722;SPC AR S     -   565,660.      435,010.      MT  (+/- 180 meters Scaled)
 EH1722
 EH1722                          SUPERSEDED SURVEY CONTROL
 EH1722
 EH1722  NAVD 88 (06/15/91)   57.430  (m)          188.42   (f) UNKNOWN     2 0
 EH1722  NGVD 29 (??/??/??)   57.469  (m)          188.55   (f) ADJUSTED    2 0
 EH1722
 EH1722.Superseded values are not recommended for survey control.
 EH1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1722.See file dsdata.txt to determine how the superseded data were derived.
 EH1722
 EH1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT271807(NAD 83)
 EH1722_MARKER: P = PIPE CAP
 EH1722_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1722_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1722_STAMPING: B M REF 29/30
 EH1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1722
 EH1722  HISTORY     - Date     Condition        Report By
 EH1722  HISTORY     - UNK      MONUMENTED       DOD
 EH1722  HISTORY     - 1964     GOOD             USGS
 EH1722
 EH1722                          STATION DESCRIPTION
 EH1722
 EH1722'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1722'3.3 MI NW FROM REYDEL.
 EH1722'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 88 FROM REYDEL, JEFFERSON
 EH1722'COUNTY, 0.2 MILE ALONG A DIRT ROAD EAST OF A WHITE HOUSE AND LEADING
 EH1722'PAST STOCK PENS AND TOOL SHEDS, 0.8 MILE SOUTHEAST ALONG A ROAD
 EH1722'PARALLELING THE LEVEE, 3.4 MILES NORTHWEST OF THE LITTLE BAYOU METO
 EH1722'FLOODGATE, 0.1 MILE NORTHWEST OF A RIGHT-ANGLE TURN IN THE LEVEE, AT
 EH1722'THE EDGE OF A CULTIVATED FIELD, 33 FEET EAST OF A FENCE ALONG THE TOE
 EH1722'OF THE LEVEE, 23 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 8 FEET
 EH1722'SOUTH OF A TRIANGULAR-BLAZED 24-INCH CEDAR TREE. A STANDARD CAP,
 EH1722'STAMPED B M REF 29/30 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 EH1722'PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1126 ***********************************************************************
 DK1126  DESIGNATION -  2950 A CAP
 DK1126  PID         -  DK1126
 DK1126  STATE/COUNTY-  AR/CHICOT
 DK1126  USGS QUAD   -  AVON (1970)
 DK1126
 DK1126                         *CURRENT SURVEY CONTROL
 DK1126  ___________________________________________________________________
 DK1126* NAD 83(1986)-  33 11 38.     (N)    091 06 17.     (W)     SCALED    
 DK1126* NAVD 88     -        35.91   (+/-2cm)     117.8    (feet)  VERTCON   
 DK1126  ___________________________________________________________________
 DK1126  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK1126
 DK1126  VERT ORDER  -  ? (See Below)
 DK1126
 DK1126.The horizontal coordinates were scaled from a topographic map and have
 DK1126.an estimated accuracy of +/- 6 seconds.
 DK1126
 DK1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1126.The vertical order pertains to the NGVD 29 superseded value.
 DK1126
 DK1126.The geoid height was determined by GEOID03.
 DK1126
 DK1126;                    North         East    Units  Estimated Accuracy
 DK1126;SPC AR S     -   458,840.      483,480.      MT  (+/- 180 meters Scaled)
 DK1126
 DK1126                          SUPERSEDED SURVEY CONTROL
 DK1126
 DK1126  NGVD 29 (??/??/??)   35.956  (m)          117.97   (f) ADJUSTED    ?  
 DK1126
 DK1126.Superseded values are not recommended for survey control.
 DK1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1126.See file dsdata.txt to determine how the superseded data were derived.
 DK1126
 DK1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS766743(NAD 83)
 DK1126_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1126
 DK1126  HISTORY     - Date     Condition        Report By
 DK1126  HISTORY     - UNK      MONUMENTED       DOD
 DK1126  HISTORY     - 1934     GOOD             CGS
 DK1126
 DK1126                          STATION DESCRIPTION
 DK1126
 DK1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1126'0.5 MI S FROM SEVEN OAKS.
 DK1126'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1126'OF THE MISS. RIVER, CHICOT CO., ARK., APPROX. 2000 FT. BELOW THE RAMP
 DK1126'AT SEVEN OAKS LDG. IN EDGE OF WOODS 780 FT. WEST OF LEVEE AT L.S. NO.
 DK1126'2950, ABOUT 130 FT. SOUTH OF 14-INCH BLAZED GUM TREE, ABOUT 115 FT.
 DK1126'EAST OF BLAZED 20-INCH COTTONWOOD TREE, ABOUT 22 FT. SOUTHEAST OF
 DK1126'BARBED WIRE FENCE WHICH RUNS IN EDGE OF WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0375 ***********************************************************************
 EJ0375  DESIGNATION -  298.3
 EJ0375  PID         -  EJ0375
 EJ0375  STATE/COUNTY-  AR/PULASKI
 EJ0375  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0375
 EJ0375                         *CURRENT SURVEY CONTROL
 EJ0375  ___________________________________________________________________
 EJ0375* NAD 83(1986)-  34 39 31.     (N)    092 17 33.     (W)     SCALED    
 EJ0375* NAVD 88     -        91.343  (meters)     299.68   (feet)  ADJUSTED  
 EJ0375  ___________________________________________________________________
 EJ0375  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EJ0375  DYNAMIC HT  -          91.257 (meters)     299.40  (feet)  COMP
 EJ0375  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 EJ0375
 EJ0375  VERT ORDER  -  SECOND    CLASS 0
 EJ0375
 EJ0375.The horizontal coordinates were scaled from a topographic map and have
 EJ0375.an estimated accuracy of +/- 6 seconds.
 EJ0375
 EJ0375.The orthometric height was determined by differential leveling
 EJ0375.and adjusted by the National Geodetic Survey in June 1991..
 EJ0375
 EJ0375.The geoid height was determined by GEOID03.
 EJ0375
 EJ0375.The dynamic height is computed by dividing the NAVD 88
 EJ0375.geopotential number by the normal gravity value computed on the
 EJ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0375.degrees latitude (g = 980.6199 gals.).
 EJ0375
 EJ0375.The modeled gravity was interpolated from observed gravity values.
 EJ0375
 EJ0375;                    North         East    Units  Estimated Accuracy
 EJ0375;SPC AR S     -   620,980.      373,190.      MT  (+/- 180 meters Scaled)
 EJ0375
 EJ0375                          SUPERSEDED SURVEY CONTROL
 EJ0375
 EJ0375  NGVD 29 (??/??/92)   91.394  (m)          299.85   (f) ADJ UNCH    2 0
 EJ0375
 EJ0375.Superseded values are not recommended for survey control.
 EJ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0375.See file dsdata.txt to determine how the superseded data were derived.
 EJ0375
 EJ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU648354(NAD 83)
 EJ0375_MARKER: DB = BENCH MARK DISK
 EJ0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0375_STAMPING: 298.3
 EJ0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0375+STABILITY: SURFACE MOTION
 EJ0375
 EJ0375  HISTORY     - Date     Condition        Report By
 EJ0375  HISTORY     - UNK      MONUMENTED       USGS
 EJ0375  HISTORY     - 1935     GOOD             NGS
 EJ0375  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0375  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0375  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0375
 EJ0375                          STATION DESCRIPTION
 EJ0375
 EJ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0375'4.7 MI SW FROM SWEET HOME.
 EJ0375'4.7 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 EJ0375'RAILROAD STATION AT SWEET HOME, PULASKI COUNTY, 0.8 MILE NORTHEAST OF
 EJ0375'THE JUNCTION OF U.S. HIGHWAY 167, 0.3 MILE WEST OF THE GRANITE
 EJ0375'MOUNTAIN HOSPITAL, 250 FEET EAST OF A SHARP CURVE, AT A ROAD JUNCTION,
 EJ0375'80 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING TO THE ECHO VALLEY
 EJ0375'COUNTRY CLUB, 24 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, AND
 EJ0375'30 FEET SOUTH OF A FARMHOUSE AT THE SOUTHWEST CORNER OF THE GOLF
 EJ0375'COURSE.  A STANDARD DISK, STAMPED 298.3 AND SET IN THE TOP OF A
 EJ0375'CONCRETE POST.
 EJ0375
 EJ0375                          STATION RECOVERY (1984)
 EJ0375
 EJ0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0375'MARK NOT FOUND.
 EJ0375
 EJ0375                          STATION RECOVERY (1989)
 EJ0375
 EJ0375'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0375'MARK NOT FOUND.
 EJ0375
 EJ0375                          STATION RECOVERY (1990)
 EJ0375
 EJ0375'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0412 ***********************************************************************
 FG0412  DESIGNATION -  3
 FG0412  PID         -  FG0412
 FG0412  STATE/COUNTY-  AR/PERRY
 FG0412  USGS QUAD   -  PERRYVILLE (1989)
 FG0412
 FG0412                         *CURRENT SURVEY CONTROL
 FG0412  ___________________________________________________________________
 FG0412* NAD 83(1986)-  35 00 18.     (N)    092 48 11.     (W)     SCALED    
 FG0412* NAVD 88     -        91.588  (meters)     300.49   (feet)  ADJUSTED  
 FG0412  ___________________________________________________________________
 FG0412  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FG0412  DYNAMIC HT  -          91.500 (meters)     300.20  (feet)  COMP
 FG0412  MODELED GRAV-     979,675.1   (mgal)                       NAVD 88
 FG0412
 FG0412  VERT ORDER  -  SECOND    CLASS 0
 FG0412
 FG0412.The horizontal coordinates were scaled from a topographic map and have
 FG0412.an estimated accuracy of +/- 6 seconds.
 FG0412
 FG0412.The orthometric height was determined by differential leveling
 FG0412.and adjusted by the National Geodetic Survey in June 1991..
 FG0412
 FG0412.The geoid height was determined by GEOID03.
 FG0412
 FG0412.The dynamic height is computed by dividing the NAVD 88
 FG0412.geopotential number by the normal gravity value computed on the
 FG0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0412.degrees latitude (g = 980.6199 gals.).
 FG0412
 FG0412.The modeled gravity was interpolated from observed gravity values.
 FG0412
 FG0412;                    North         East    Units  Estimated Accuracy
 FG0412;SPC AR N     -    74,820.      326,700.      MT  (+/- 180 meters Scaled)
 FG0412
 FG0412                          SUPERSEDED SURVEY CONTROL
 FG0412
 FG0412  NGVD 29 (??/??/92)   91.608  (m)          300.55   (f) ADJ UNCH    2 0
 FG0412
 FG0412.Superseded values are not recommended for survey control.
 FG0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0412.See file dsdata.txt to determine how the superseded data were derived.
 FG0412
 FG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU179736(NAD 83)
 FG0412_MARKER: DD = SURVEY DISK
 FG0412_SETTING: 0 = UNSPECIFIED SETTING
 FG0412_STAMPING: NO 3
 FG0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0412+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 FG0412
 FG0412  HISTORY     - Date     Condition        Report By
 FG0412  HISTORY     - UNK      MONUMENTED       DOD
 FG0412  HISTORY     - 1934     GOOD             NGS
 FG0412  HISTORY     - 1960     GOOD             NGS
 FG0412  HISTORY     - 20030107 GOOD             INDIV
 FG0412
 FG0412                          STATION DESCRIPTION
 FG0412
 FG0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0412'IN PERRYVILLE.
 FG0412'SET IN SOUTHWEST CORNER OF PERRY COUNTY COURTHOUSE YARD.  38.3 FEET
 FG0412'SOUTHWEST OF SOUTHWEST CORNER OF COURTHOUSE.  37.3 FEET NORTHEAST OF
 FG0412'SOUTHWEST CORNER OF YARD FENCE.  24.7 FEET WEST OF WEST SIDE OF WELL.
 FG0412
 FG0412                          STATION RECOVERY (1960)
 FG0412
 FG0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FG0412'RECOVERED IN GOOD CONDITION.
 FG0412
 FG0412                          STATION RECOVERY (2003)
 FG0412
 FG0412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BRM)
 FG0412'THE 38.3FT. IS MEASURED FROM THE ORIGINAL 2 STORY BUILDING AND NOT THE
 FG0412'SINGLE STORY ADDITION TO THE WEST.  ADDITIONAL TIES ARE 6.75FT SE OF
 FG0412'THE CENTER OF A 1.9FT DIA. HICKORY, 17FT WEST OF CENTER OF A 1.5FT
 FG0412'CEDAR, 24.6FT NORTH OF A WEST TO EAT FENCE, AND 28,5FT EAST OF A N-S
 FG0412'FENCE.  MARK IS 0.8FT BELOW SURFACE.  MARK IS US ENGINEER DEPT,
 FG0412'MEMPHIS DISTRICT CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1535 ***********************************************************************
 FF1535  DESIGNATION -  3 B
 FF1535  PID         -  FF1535
 FF1535  STATE/COUNTY-  AR/CLEBURNE
 FF1535  USGS QUAD   -  WEST PANGBURN (1992)
 FF1535
 FF1535                         *CURRENT SURVEY CONTROL
 FF1535  ___________________________________________________________________
 FF1535* NAD 83(1997)-  35 26 24.91995(N)    091 59 03.54834(W)     ADJUSTED  
 FF1535* NAVD 88     -       250.591  (meters)     822.15   (feet)  ADJUSTED  
 FF1535  ___________________________________________________________________
 FF1535  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 FF1535  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF1535  DYNAMIC HT  -         250.361 (meters)     821.39  (feet)  COMP
 FF1535  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 FF1535
 FF1535  HORZ ORDER  -  SECOND
 FF1535  VERT ORDER  -  SECOND    CLASS 0
 FF1535
 FF1535.The horizontal coordinates were established by classical geodetic methods
 FF1535.and adjusted by the National Geodetic Survey in September 1999..
 FF1535
 FF1535.The orthometric height was determined by differential leveling
 FF1535.and adjusted by the National Geodetic Survey in June 1991..
 FF1535
 FF1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1535
 FF1535.The geoid height was determined by GEOID03.
 FF1535
 FF1535.The dynamic height is computed by dividing the NAVD 88
 FF1535.geopotential number by the normal gravity value computed on the
 FF1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1535.degrees latitude (g = 980.6199 gals.).
 FF1535
 FF1535.The modeled gravity was interpolated from observed gravity values.
 FF1535
 FF1535;                    North         East     Units Scale Factor Converg.
 FF1535;SPC AR N     -   122,803.468   401,423.695   MT  0.99993908   +0 00 32.8
 FF1535;SPC AR N     -   402,897.71  1,317,004.24   sFT  0.99993908   +0 00 32.8
 FF1535;UTM  15      - 3,922,341.324   592,185.014   MT  0.99970472   +0 35 20.4
 FF1535
 FF1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1535!SPC AR N     -   0.99996498  x   0.99993908  =   0.99990406
 FF1535!UTM  15      -   0.99996498  x   0.99970472  =   0.99966971
 FF1535
 FF1535                          SUPERSEDED SURVEY CONTROL
 FF1535
 FF1535  NAD 83(1986)-  35 26 24.93336(N)    091 59 03.54733(W) AD(       ) 2
 FF1535  NGVD 29 (??/??/??)  250.528  (m)          821.94   (f) ADJUSTED    2 0
 FF1535
 FF1535.Superseded values are not recommended for survey control.
 FF1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1535.See file dsdata.txt to determine how the superseded data were derived.
 FF1535
 FF1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9218522341(NAD 83)
 FF1535_MARKER: DD = SURVEY DISK
 FF1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1535_STAMPING: 3B
 FF1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1535+STABILITY: SURFACE MOTION
 FF1535
 FF1535  HISTORY     - Date     Condition        Report By
 FF1535  HISTORY     - UNK      MONUMENTED       USAF
 FF1535  HISTORY     - 1962     GOOD             CGS
 FF1535
 FF1535                          STATION DESCRIPTION
 FF1535
 FF1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1535'3.6 MI E FROM HEBER SPRINGS.
 FF1535'3.5 MILES EAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF STATE
 FF1535'HIGHWAYS 25 AND 16 SOUTH OF HEBER SPRINGS, THENCE 0.15 MILE SOUTH,
 FF1535'ABOUT 1000 FEET SOUTH OF THE SILO, SET IN TOP OF A CYLINDRICAL
 FF1535'CONCRETE POST 18 INCHES IN DIAMETER AND PROJECTING ABOUT 5 FEET
 FF1535'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1534 ***********************************************************************
 FF1534  DESIGNATION -  3 C
 FF1534  PID         -  FF1534
 FF1534  STATE/COUNTY-  AR/CLEBURNE
 FF1534  USGS QUAD   -  WEST PANGBURN (1992)
 FF1534
 FF1534                         *CURRENT SURVEY CONTROL
 FF1534  ___________________________________________________________________
 FF1534* NAD 83(1997)-  35 26 32.62806(N)    091 59 09.86599(W)     ADJUSTED  
 FF1534* NAVD 88     -       254.864  (meters)     836.17   (feet)  ADJUSTED  
 FF1534  ___________________________________________________________________
 FF1534  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 FF1534  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF1534  DYNAMIC HT  -         254.630 (meters)     835.40  (feet)  COMP
 FF1534  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FF1534
 FF1534  HORZ ORDER  -  SECOND
 FF1534  VERT ORDER  -  SECOND    CLASS 0
 FF1534
 FF1534.The horizontal coordinates were established by classical geodetic methods
 FF1534.and adjusted by the National Geodetic Survey in September 1999..
 FF1534
 FF1534.The orthometric height was determined by differential leveling
 FF1534.and adjusted by the National Geodetic Survey in June 1991..
 FF1534
 FF1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1534
 FF1534.The geoid height was determined by GEOID03.
 FF1534
 FF1534.The dynamic height is computed by dividing the NAVD 88
 FF1534.geopotential number by the normal gravity value computed on the
 FF1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1534.degrees latitude (g = 980.6199 gals.).
 FF1534
 FF1534.The modeled gravity was interpolated from observed gravity values.
 FF1534
 FF1534;                    North         East     Units Scale Factor Converg.
 FF1534;SPC AR N     -   123,040.987   401,264.332   MT  0.99993898   +0 00 29.2
 FF1534;SPC AR N     -   403,676.97  1,316,481.40   sFT  0.99993898   +0 00 29.2
 FF1534;UTM  15      - 3,922,577.162   592,023.293   MT  0.99970436   +0 35 16.8
 FF1534
 FF1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1534!SPC AR N     -   0.99996431  x   0.99993898  =   0.99990329
 FF1534!UTM  15      -   0.99996431  x   0.99970436  =   0.99966868
 FF1534
 FF1534                          SUPERSEDED SURVEY CONTROL
 FF1534
 FF1534  NAD 83(1986)-  35 26 32.64145(N)    091 59 09.86497(W) AD(       ) 2
 FF1534  NGVD 29 (??/??/??)  254.800  (m)          835.96   (f) ADJUSTED    2 0
 FF1534
 FF1534.Superseded values are not recommended for survey control.
 FF1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1534.See file dsdata.txt to determine how the superseded data were derived.
 FF1534
 FF1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9202322577(NAD 83)
 FF1534_MARKER: DD = SURVEY DISK
 FF1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1534_STAMPING: 3C
 FF1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1534+STABILITY: SURFACE MOTION
 FF1534
 FF1534  HISTORY     - Date     Condition        Report By
 FF1534  HISTORY     - UNK      MONUMENTED       USAF
 FF1534  HISTORY     - 1962     GOOD             CGS
 FF1534
 FF1534                          STATION DESCRIPTION
 FF1534
 FF1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1534'3.6 MI E FROM HEBER SPRINGS.
 FF1534'3.5 MILES EAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 FF1534'STATE HIGHWAYS 25 AND 16 SOUTH OF HEBER SPRINGS, THENCE 0.15 MILE
 FF1534'SOUTH ALONG A PAVED ROAD, ABOUT 1100 FEET NORTHWEST OF THE SILO,
 FF1534'SET IN TOP OF A CYLINDRICAL CONCRETE POST 18 INCHES IN DIAMETER
 FF1534'AND PROJECTING ABOUT 5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0767 ***********************************************************************
 FG0767  DESIGNATION -  3 G
 FG0767  PID         -  FG0767
 FG0767  STATE/COUNTY-  AR/POPE
 FG0767  USGS QUAD   -  SAND GAP (1980)
 FG0767
 FG0767                         *CURRENT SURVEY CONTROL
 FG0767  ___________________________________________________________________
 FG0767* NAD 83(1986)-  35 39 16.     (N)    093 01 16.     (W)     SCALED    
 FG0767* NAVD 88     -       467.399  (meters)    1533.46   (feet)  ADJUSTED  
 FG0767  ___________________________________________________________________
 FG0767  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0767  DYNAMIC HT  -         466.937 (meters)    1531.94  (feet)  COMP
 FG0767  MODELED GRAV-     979,630.9   (mgal)                       NAVD 88
 FG0767
 FG0767  VERT ORDER  -  SECOND    CLASS 0
 FG0767
 FG0767.The horizontal coordinates were scaled from a topographic map and have
 FG0767.an estimated accuracy of +/- 6 seconds.
 FG0767
 FG0767.The orthometric height was determined by differential leveling
 FG0767.and adjusted by the National Geodetic Survey in June 1991..
 FG0767
 FG0767.The geoid height was determined by GEOID03.
 FG0767
 FG0767.The dynamic height is computed by dividing the NAVD 88
 FG0767.geopotential number by the normal gravity value computed on the
 FG0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0767.degrees latitude (g = 980.6199 gals.).
 FG0767
 FG0767.The modeled gravity was interpolated from observed gravity values.
 FG0767
 FG0767;                    North         East    Units  Estimated Accuracy
 FG0767;SPC AR N     -   147,050.      307,540.      MT  (+/- 180 meters Scaled)
 FG0767
 FG0767                          SUPERSEDED SURVEY CONTROL
 FG0767
 FG0767  NGVD 29 (??/??/92)  467.317  (m)         1533.19   (f) ADJ UNCH    2 0
 FG0767
 FG0767.Superseded values are not recommended for survey control.
 FG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0767.See file dsdata.txt to determine how the superseded data were derived.
 FG0767
 FG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV980456(NAD 83)
 FG0767_MARKER: DD = SURVEY DISK
 FG0767_SETTING: 80 = SET IN A BOULDER
 FG0767_SP_SET: SANDSTONE BOULDER
 FG0767_STAMPING: 3 G 1931
 FG0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0767+STABILITY: SURFACE MOTION
 FG0767
 FG0767  HISTORY     - Date     Condition        Report By
 FG0767  HISTORY     - 1931     MONUMENTED       USGS
 FG0767
 FG0767                          STATION DESCRIPTION
 FG0767
 FG0767'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0767'1.8 MI W FROM CAMP VICTOR.
 FG0767'1.8 MILES WEST ALONG THE VICTOR ROAD FROM THE MESS HALL AT CAMP
 FG0767'VICTOR, POPE COUNTY, AT THE NORTHEAST SLOPE OF A HILL, 8 FEET
 FG0767'NORTHWEST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTH OF A BLAZED
 FG0767'24-INCH HICKORY TREE USED AS A TELEPHONE POLE, AND IN A 2-BY 4-FOOT
 FG0767'SANDSTONE BOULDER.  A STANDARD DISK, STAMPED 3 G 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0930 ***********************************************************************
 EH0930  DESIGNATION -  3 HELENA WALL
 EH0930  PID         -  EH0930
 EH0930  STATE/COUNTY-  AR/PHILLIPS
 EH0930  USGS QUAD   -  HELENA (1982)
 EH0930
 EH0930                         *CURRENT SURVEY CONTROL
 EH0930  ___________________________________________________________________
 EH0930* NAD 83(1986)-  34 30 51.     (N)    090 35 13.     (W)     SCALED    
 EH0930* NAVD 88     -        63.060  (meters)     206.89   (feet)  ADJUSTED  
 EH0930  ___________________________________________________________________
 EH0930  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0930  DYNAMIC HT  -          62.999 (meters)     206.69  (feet)  COMP
 EH0930  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 EH0930
 EH0930  VERT ORDER  -  FIRST     CLASS II
 EH0930
 EH0930.The horizontal coordinates were scaled from a topographic map and have
 EH0930.an estimated accuracy of +/- 6 seconds.
 EH0930
 EH0930.The orthometric height was determined by differential leveling
 EH0930.and adjusted by the National Geodetic Survey in June 1991..
 EH0930.WARNING-Repeat measurements at this control monument indicate possible
 EH0930.vertical movement.
 EH0930
 EH0930.The geoid height was determined by GEOID03.
 EH0930
 EH0930.The dynamic height is computed by dividing the NAVD 88
 EH0930.geopotential number by the normal gravity value computed on the
 EH0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0930.degrees latitude (g = 980.6199 gals.).
 EH0930
 EH0930.The modeled gravity was interpolated from observed gravity values.
 EH0930
 EH0930;                    North         East    Units  Estimated Accuracy
 EH0930;SPC AR S     -   605,810.      529,740.      MT  (+/- 180 meters Scaled)
 EH0930
 EH0930                          SUPERSEDED SURVEY CONTROL
 EH0930
 EH0930  NGVD 29 (??/??/??)   63.093  (m)          207.00   (f) ADJUSTED    1 2
 EH0930
 EH0930.Superseded values are not recommended for survey control.
 EH0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0930.See file dsdata.txt to determine how the superseded data were derived.
 EH0930
 EH0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU215218(NAD 83)
 EH0930_MARKER: DD = SURVEY DISK
 EH0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0930_SP_SET: FLOOD WALL
 EH0930_STAMPING: 3
 EH0930_MARK LOGO: USE   
 EH0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0930
 EH0930  HISTORY     - Date     Condition        Report By
 EH0930  HISTORY     - UNK      MONUMENTED       DOD
 EH0930  HISTORY     - 1956     GOOD             CGS
 EH0930  HISTORY     - 1976     GOOD             NGS
 EH0930  HISTORY     - 1985     GOOD             NGS
 EH0930  HISTORY     - 20010619 GOOD             DOD
 EH0930
 EH0930                          STATION DESCRIPTION
 EH0930
 EH0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0930'IN HELENA.
 EH0930'AT HELENA, ABOUT 0.6 MILE SOUTH ALONG FLOOD WALL FROM GATE IN FLOOD
 EH0930'WALL FOR ROAD TO HELENA HARBOR AND FERRY, ABOUT 100 YARDS SOUTHEAST OF
 EH0930'NAVAL RESERVE TRAINING CENTER, IN THE TOP OF SOUTHWEST END OF FLOOD
 EH0930'WALL, 8 FEET NORTHEAST OF END OF FLOOD WALL, 9.5 FEET SOUTHWEST OF A
 EH0930'CORNER IN FLOOD WALL.
 EH0930
 EH0930                          STATION RECOVERY (1976)
 EH0930
 EH0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0930'RECOVERED IN GOOD CONDITION.
 EH0930
 EH0930                          STATION RECOVERY (1985)
 EH0930
 EH0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0930'RECOVERED IN GOOD CONDITION.
 EH0930
 EH0930                          STATION RECOVERY (2001)
 EH0930
 EH0930'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 2001 (JMH)
 EH0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0417 ***********************************************************************
 EJ0417  DESIGNATION -  3 J
 EJ0417  PID         -  EJ0417
 EJ0417  STATE/COUNTY-  AR/PULASKI
 EJ0417  USGS QUAD   -  OLMSTEAD (1988)
 EJ0417
 EJ0417                         *CURRENT SURVEY CONTROL
 EJ0417  ___________________________________________________________________
 EJ0417* NAD 83(1986)-  34 53 03.     (N)    092 14 08.     (W)     SCALED    
 EJ0417* NAVD 88     -        80.421  (meters)     263.85   (feet)  POSTED    
 EJ0417  ___________________________________________________________________
 EJ0417  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EJ0417  DYNAMIC HT  -          80.350 (meters)     263.62  (feet)  COMP
 EJ0417  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 EJ0417
 EJ0417  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EJ0417
 EJ0417.The horizontal coordinates were scaled from a topographic map and have
 EJ0417.an estimated accuracy of +/- 6 seconds.
 EJ0417
 EJ0417.The orthometric height was determined by differential leveling
 EJ0417.and adjusted by the National Geodetic Survey in 1992..
 EJ0417.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EJ0417.rate of 1.1 thru 2.0 mm/km.
 EJ0417
 EJ0417.The geoid height was determined by GEOID03.
 EJ0417
 EJ0417.The dynamic height is computed by dividing the NAVD 88
 EJ0417.geopotential number by the normal gravity value computed on the
 EJ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0417.degrees latitude (g = 980.6199 gals.).
 EJ0417
 EJ0417.The modeled gravity was interpolated from observed gravity values.
 EJ0417
 EJ0417;                    North         East    Units  Estimated Accuracy
 EJ0417;SPC AR S     -   645,980.      378,470.      MT  (+/- 180 meters Scaled)
 EJ0417
 EJ0417                          SUPERSEDED SURVEY CONTROL
 EJ0417
 EJ0417  NGVD 29 (??/??/92)   80.459  (m)          263.97   (f) ADJ UNCH    2 0
 EJ0417
 EJ0417.Superseded values are not recommended for survey control.
 EJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0417.See file dsdata.txt to determine how the superseded data were derived.
 EJ0417
 EJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU698604(NAD 83)
 EJ0417_MARKER: DD = SURVEY DISK
 EJ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0417_STAMPING: 3 J 1935
 EJ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0417+STABILITY: SURFACE MOTION
 EJ0417
 EJ0417  HISTORY     - Date     Condition        Report By
 EJ0417  HISTORY     - 1935     MONUMENTED       USGS
 EJ0417  HISTORY     - 1955     GOOD             NGS
 EJ0417
 EJ0417                          STATION DESCRIPTION
 EJ0417
 EJ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0417'4.45 MI SE FROM CATO.
 EJ0417'2.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH AT
 EJ0417'CATO, THENCE 1.6 MILES EAST ALONG A GRAVELED ROAD, AT A ROAD
 EJ0417'INTERSECTION AT GIBSON, 62 YARDS NORTH OF A BRIDGE, 52 FEET NORTH OF
 EJ0417'THE CENTER LINE OF AN EAST AND WEST ROAD, 36 FEET WEST OF THE CENTER
 EJ0417'LINE OF A NORTH AND SOUTH ROAD, 14.2 FEET EAST OF THE EAST WALL OF
 EJ0417'HANKS GARAGE, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT
 EJ0417'BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1762 ***********************************************************************
 EH1762  DESIGNATION -  30 D
 EH1762  PID         -  EH1762
 EH1762  STATE/COUNTY-  AR/JEFFERSON
 EH1762  USGS QUAD   -  ROB ROY (1971)
 EH1762
 EH1762                         *CURRENT SURVEY CONTROL
 EH1762  ___________________________________________________________________
 EH1762* NAD 83(1986)-  34 16 48.     (N)    091 53 52.     (W)     SCALED    
 EH1762* NAVD 88     -        63.909  (meters)     209.67   (feet)  ADJUSTED  
 EH1762  ___________________________________________________________________
 EH1762  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1762  DYNAMIC HT  -          63.848 (meters)     209.47  (feet)  COMP
 EH1762  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EH1762
 EH1762  VERT ORDER  -  SECOND    CLASS 0
 EH1762
 EH1762.The horizontal coordinates were scaled from a topographic map and have
 EH1762.an estimated accuracy of +/- 6 seconds.
 EH1762
 EH1762.The orthometric height was determined by differential leveling
 EH1762.and adjusted by the National Geodetic Survey in August 1993..
 EH1762
 EH1762.The geoid height was determined by GEOID03.
 EH1762
 EH1762.The dynamic height is computed by dividing the NAVD 88
 EH1762.geopotential number by the normal gravity value computed on the
 EH1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1762.degrees latitude (g = 980.6199 gals.).
 EH1762
 EH1762.The modeled gravity was interpolated from observed gravity values.
 EH1762
 EH1762;                    North         East    Units  Estimated Accuracy
 EH1762;SPC AR S     -   578,940.      409,410.      MT  (+/- 180 meters Scaled)
 EH1762
 EH1762                          SUPERSEDED SURVEY CONTROL
 EH1762
 EH1762  NAVD 88 (06/15/91)   63.910  (m)          209.68   (f) UNKNOWN     2 0
 EH1762  NGVD 29 (??/??/??)   63.940  (m)          209.78   (f) ADJUSTED    2 0
 EH1762
 EH1762.Superseded values are not recommended for survey control.
 EH1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1762.See file dsdata.txt to determine how the superseded data were derived.
 EH1762
 EH1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT014937(NAD 83)
 EH1762_MARKER: P = PIPE CAP
 EH1762_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1762_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1762_STAMPING: M R C 30 D U S E
 EH1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1762
 EH1762  HISTORY     - Date     Condition        Report By
 EH1762  HISTORY     - UNK      MONUMENTED       MRC
 EH1762  HISTORY     - 1940     GOOD             CGS
 EH1762  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1762
 EH1762                          STATION DESCRIPTION
 EH1762
 EH1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1762'IN ROB ROY.
 EH1762'AT ROB ROY, JEFFERSON COUNTY, 36 FEET SOUTH OF THE SOUTH CORNER OF THE
 EH1762'ST. LOUIS SOUTHWESTERN RAILWAY STATION, 130 YARDS SOUTHWEST OF THE
 EH1762'FIFTH POLE SOUTHWEST OF MILEPOST 260, 58 YARDS NORTHEAST OF THE
 EH1762'NORTHEAST END OF WOODEN TRESTLE 599, 81 FEET SOUTHWEST OF BENCH MARK J
 EH1762'54, AND 51 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK.  A
 EH1762'STANDARD CAP, STAMPED M R C 30 D U S E AND RIVETED ON THE TOP OF A
 EH1762'2-INCH IRON PIPE PROJECTING 15 INCHES ABOVE GROUND.
 EH1762
 EH1762                          STATION RECOVERY (2003)
 EH1762
 EH1762'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1067 ***********************************************************************
 DK1067  DESIGNATION -  30 M CAP
 DK1067  PID         -  DK1067
 DK1067  STATE/COUNTY-  AR/CHICOT
 DK1067  USGS QUAD   -  LUNA (1970)
 DK1067
 DK1067                         *CURRENT SURVEY CONTROL
 DK1067  ___________________________________________________________________
 DK1067* NAD 83(1986)-  33 29 51.     (N)    091 14 11.     (W)     SCALED    
 DK1067* NAVD 88     -        41.46   (+/-2cm)     136.0    (feet)  VERTCON   
 DK1067  ___________________________________________________________________
 DK1067  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK1067
 DK1067  VERT ORDER  -  ? (See Below)
 DK1067
 DK1067.The horizontal coordinates were scaled from a topographic map and have
 DK1067.an estimated accuracy of +/- 6 seconds.
 DK1067
 DK1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1067.The vertical order pertains to the NGVD 29 superseded value.
 DK1067
 DK1067.The geoid height was determined by GEOID03.
 DK1067
 DK1067;                    North         East    Units  Estimated Accuracy
 DK1067;SPC AR S     -   492,420.      470,960.      MT  (+/- 180 meters Scaled)
 DK1067
 DK1067                          SUPERSEDED SURVEY CONTROL
 DK1067
 DK1067  NGVD 29 (??/??/??)   41.552  (m)          136.33   (f) ADJUSTED    ?  
 DK1067
 DK1067.Superseded values are not recommended for survey control.
 DK1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1067.See file dsdata.txt to determine how the superseded data were derived.
 DK1067
 DK1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT638078(NAD 83)
 DK1067_MARKER: Z = SEE DESCRIPTION
 DK1067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1067_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1067
 DK1067  HISTORY     - Date     Condition        Report By
 DK1067  HISTORY     - UNK      MONUMENTED       DOD
 DK1067  HISTORY     - 1934     GOOD             CGS
 DK1067
 DK1067                          STATION DESCRIPTION
 DK1067
 DK1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1067'3.5 MI N FROM GAINES LANDING.
 DK1067'3 1/2 MILES ABOVE GAINES LANDING B.M. IS A PIPE STONE BENCH.  TOP OF
 DK1067'PIPE IS ABOUT 14 INCHES ABOVE THE GROUND.  LOCATED ON RIGHT BANK OF
 DK1067'MISS. RIVER, IN CHICOT CO., ARK., ON LANDSIDE OF LEVEE.  ABOUT 8 1/2
 DK1067'MILES BY LEVEE BELOW ARKANSAS CITY, ARK., AND 3 1/2 MILES ABOVE GAINES
 DK1067'LANDING, ARKANSAS, POST OFFICE.  1145 FT. BELOW LEVEE PIPE NO. 1250.
 DK1067'168 FT. WEST FROM CENTER LINE OF LEVEE.  8 FT. NORTH OF NORTHWEST
 DK1067'CORNER OF CABIN ON WHITE PLANTATION.  40-INCH COTTONWOOD TREE IS IN
 DK1067'YARD IN FRONT OF CABIN AND 43 FT. EAST OF B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1487 ***********************************************************************
 EH1487  DESIGNATION -  30 RWM
 EH1487  PID         -  EH1487
 EH1487  STATE/COUNTY-  AR/MONROE
 EH1487  USGS QUAD   -  TURNER (1967)
 EH1487
 EH1487                         *CURRENT SURVEY CONTROL
 EH1487  ___________________________________________________________________
 EH1487* NAD 83(1986)-  34 27 42.     (N)    091 01 04.     (W)     SCALED    
 EH1487* NAVD 88     -        51.221  (meters)     168.05   (feet)  ADJUSTED  
 EH1487  ___________________________________________________________________
 EH1487  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH1487  DYNAMIC HT  -          51.171 (meters)     167.88  (feet)  COMP
 EH1487  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EH1487
 EH1487  VERT ORDER  -  FIRST     CLASS II
 EH1487
 EH1487.The horizontal coordinates were scaled from a topographic map and have
 EH1487.an estimated accuracy of +/- 6 seconds.
 EH1487
 EH1487.The orthometric height was determined by differential leveling
 EH1487.and adjusted by the National Geodetic Survey in August 1993..
 EH1487
 EH1487.The geoid height was determined by GEOID03.
 EH1487
 EH1487.The dynamic height is computed by dividing the NAVD 88
 EH1487.geopotential number by the normal gravity value computed on the
 EH1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1487.degrees latitude (g = 980.6199 gals.).
 EH1487
 EH1487.The modeled gravity was interpolated from observed gravity values.
 EH1487
 EH1487;                    North         East    Units  Estimated Accuracy
 EH1487;SPC AR S     -   599,520.      490,240.      MT  (+/- 180 meters Scaled)
 EH1487
 EH1487                          SUPERSEDED SURVEY CONTROL
 EH1487
 EH1487  NAVD 88 (06/15/91)   51.209  (m)          168.01   (f) UNKNOWN     1 2
 EH1487  NGVD 29 (??/??/??)   51.251  (m)          168.15   (f) ADJUSTED    1 2
 EH1487
 EH1487.Superseded values are not recommended for survey control.
 EH1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1487.See file dsdata.txt to determine how the superseded data were derived.
 EH1487
 EH1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU820151(NAD 83)
 EH1487_MARKER: DD = SURVEY DISK
 EH1487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1487_SP_SET: ABUTMENT
 EH1487_STAMPING: 30 RWM 1965
 EH1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1487+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1487
 EH1487  HISTORY     - Date     Condition        Report By
 EH1487  HISTORY     - 1965     MONUMENTED       USGS
 EH1487  HISTORY     - 1976     GOOD             NGS
 EH1487  HISTORY     - 20030407 GOOD             USACE
 EH1487
 EH1487                          STATION DESCRIPTION
 EH1487
 EH1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1487'8.75 MI SW FROM MARVELL.
 EH1487'8.75 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH1487'MISSOURI AND PACIFIC RAILROAD AT MARVELL, SET IN THE NORTHWEST CORNER
 EH1487'OF THE NORTHEAST BRIDGE ABUTMENT, AND 16 FEET NORTHWEST OF THE
 EH1487'CENTERLINE OF THE HIGHWAY.  1 FOOT ABOVE HIGHWAY.
 EH1487
 EH1487                          STATION RECOVERY (2003)
 EH1487
 EH1487'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0364 ***********************************************************************
 FG0364  DESIGNATION -  30 RWS
 FG0364  PID         -  FG0364
 FG0364  STATE/COUNTY-  AR/CONWAY
 FG0364  USGS QUAD   -  MENIFEE (1991)
 FG0364
 FG0364                         *CURRENT SURVEY CONTROL
 FG0364  ___________________________________________________________________
 FG0364* NAD 83(1986)-  35 12 41.     (N)    092 37 09.     (W)     SCALED    
 FG0364* NAVD 88     -        98.267  (meters)     322.40   (feet)  ADJUSTED  
 FG0364  ___________________________________________________________________
 FG0364  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FG0364  DYNAMIC HT  -          98.175 (meters)     322.10  (feet)  COMP
 FG0364  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 FG0364
 FG0364  VERT ORDER  -  SECOND    CLASS 0
 FG0364
 FG0364.The horizontal coordinates were scaled from a topographic map and have
 FG0364.an estimated accuracy of +/- 6 seconds.
 FG0364
 FG0364.The orthometric height was determined by differential leveling
 FG0364.and adjusted by the National Geodetic Survey in June 1991..
 FG0364
 FG0364.The geoid height was determined by GEOID03.
 FG0364
 FG0364.The dynamic height is computed by dividing the NAVD 88
 FG0364.geopotential number by the normal gravity value computed on the
 FG0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0364.degrees latitude (g = 980.6199 gals.).
 FG0364
 FG0364.The modeled gravity was interpolated from observed gravity values.
 FG0364
 FG0364;                    North         East    Units  Estimated Accuracy
 FG0364;SPC AR N     -    97,590.      343,630.      MT  (+/- 180 meters Scaled)
 FG0364
 FG0364                          SUPERSEDED SURVEY CONTROL
 FG0364
 FG0364  NGVD 29 (??/??/92)   98.278  (m)          322.43   (f) ADJ UNCH    2 0
 FG0364
 FG0364.Superseded values are not recommended for survey control.
 FG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0364.See file dsdata.txt to determine how the superseded data were derived.
 FG0364
 FG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU346965(NAD 83)
 FG0364_MARKER: DB = BENCH MARK DISK
 FG0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0364_STAMPING: 30 RWS 1959
 FG0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0364+STABILITY: SURFACE MOTION
 FG0364
 FG0364  HISTORY     - Date     Condition        Report By
 FG0364  HISTORY     - 1959     MONUMENTED       CGS
 FG0364  HISTORY     - 1962     GOOD             NGS
 FG0364  HISTORY     - 1984     GOOD             NGS
 FG0364  HISTORY     - 19970319 POOR             USPSQD
 FG0364
 FG0364                          STATION DESCRIPTION
 FG0364
 FG0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0364'4.2 MI N FROM PLUMERVILLE.
 FG0364'4.2 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U.S.
 FG0364'HIGHWAY 64 AND STATE HIGHWAY 92 IN PLUMERVILLE, 37 FEET WEST OF THE
 FG0364'CENTER LINE OF HIGHWAY 92, 37 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 FG0364'7 FEET SOUTHEAST OF A POWER POLE, 5 FEET EAST OF A FENCE, SET IN THE
 FG0364'TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.
 FG0364
 FG0364                          STATION RECOVERY (1984)
 FG0364
 FG0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0364'RECOVERED IN GOOD CONDITION.
 FG0364
 FG0364                          STATION RECOVERY (1997)
 FG0364
 FG0364'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0364'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1127 ***********************************************************************
 DK1127  DESIGNATION -  3000 A CAP
 DK1127  PID         -  DK1127
 DK1127  STATE/COUNTY-  AR/CHICOT
 DK1127  USGS QUAD   -  AVON (1970)
 DK1127
 DK1127                         *CURRENT SURVEY CONTROL
 DK1127  ___________________________________________________________________
 DK1127* NAD 83(1986)-  33 10 54.     (N)    091 06 33.     (W)     SCALED    
 DK1127* NAVD 88     -        36.52   (+/-2cm)     119.8    (feet)  VERTCON   
 DK1127  ___________________________________________________________________
 DK1127  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK1127
 DK1127  VERT ORDER  -  ? (See Below)
 DK1127
 DK1127.The horizontal coordinates were scaled from a topographic map and have
 DK1127.an estimated accuracy of +/- 6 seconds.
 DK1127
 DK1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1127.The vertical order pertains to the NGVD 29 superseded value.
 DK1127
 DK1127.The geoid height was determined by GEOID03.
 DK1127
 DK1127;                    North         East    Units  Estimated Accuracy
 DK1127;SPC AR S     -   457,480.      483,080.      MT  (+/- 180 meters Scaled)
 DK1127
 DK1127                          SUPERSEDED SURVEY CONTROL
 DK1127
 DK1127  NGVD 29 (??/??/??)   36.567  (m)          119.97   (f) ADJUSTED    ?  
 DK1127
 DK1127.Superseded values are not recommended for survey control.
 DK1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1127.See file dsdata.txt to determine how the superseded data were derived.
 DK1127
 DK1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS762730(NAD 83)
 DK1127_MARKER: B = BOLT
 DK1127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1127_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1127
 DK1127  HISTORY     - Date     Condition        Report By
 DK1127  HISTORY     - UNK      MONUMENTED       DOD
 DK1127  HISTORY     - 1934     GOOD             CGS
 DK1127
 DK1127                          STATION DESCRIPTION
 DK1127
 DK1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1127'1.3 MI S FROM SEVEN OAKS LANDING.
 DK1127'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1127'OF THE MISS. RIVER, CHICOT CO., ARK., 1.4 MILES BELOW SEVEN OAKS
 DK1127'LANDING, IN FIELD 610 FT. WEST OF LEVEE AT L.S. 3000, APPROX. 800 FT.
 DK1127'NORTH OF A CABIN, AND ABOUT 25 FT. NORTHEAST OF 26-INCH TWIN
 DK1127'COTTONWOOD TREE ON NORTHWEST EDGE OF SLIGHT DEPRESSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1718 ***********************************************************************
 EH1718  DESIGNATION -  30/31 REF
 EH1718  PID         -  EH1718
 EH1718  STATE/COUNTY-  AR/JEFFERSON
 EH1718  USGS QUAD   -  REYDELL (1975)
 EH1718
 EH1718                         *CURRENT SURVEY CONTROL
 EH1718  ___________________________________________________________________
 EH1718* NAD 83(1986)-  34 09 31.     (N)    091 35 58.     (W)     SCALED    
 EH1718* NAVD 88     -        55.399  (meters)     181.75   (feet)  ADJUSTED  
 EH1718  ___________________________________________________________________
 EH1718  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1718  DYNAMIC HT  -          55.344 (meters)     181.57  (feet)  COMP
 EH1718  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 EH1718
 EH1718  VERT ORDER  -  SECOND    CLASS 0
 EH1718
 EH1718.The horizontal coordinates were scaled from a topographic map and have
 EH1718.an estimated accuracy of +/- 6 seconds.
 EH1718
 EH1718.The orthometric height was determined by differential leveling
 EH1718.and adjusted by the National Geodetic Survey in August 1993..
 EH1718
 EH1718.The geoid height was determined by GEOID03.
 EH1718
 EH1718.The dynamic height is computed by dividing the NAVD 88
 EH1718.geopotential number by the normal gravity value computed on the
 EH1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1718.degrees latitude (g = 980.6199 gals.).
 EH1718
 EH1718.The modeled gravity was interpolated from observed gravity values.
 EH1718
 EH1718;                    North         East    Units  Estimated Accuracy
 EH1718;SPC AR S     -   565,550.      436,930.      MT  (+/- 180 meters Scaled)
 EH1718
 EH1718                          SUPERSEDED SURVEY CONTROL
 EH1718
 EH1718  NAVD 88 (06/15/91)   55.436  (m)          181.88   (f) UNKNOWN     2 0
 EH1718  NGVD 29 (??/??/??)   55.476  (m)          182.01   (f) ADJUSTED    2 0
 EH1718
 EH1718.Superseded values are not recommended for survey control.
 EH1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1718.See file dsdata.txt to determine how the superseded data were derived.
 EH1718
 EH1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT291806(NAD 83)
 EH1718_MARKER: P = PIPE CAP
 EH1718_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1718_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1718_STAMPING: B M REF 30/31
 EH1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1718
 EH1718  HISTORY     - Date     Condition        Report By
 EH1718  HISTORY     - UNK      MONUMENTED       DOD
 EH1718  HISTORY     - 1940     GOOD             CGS
 EH1718
 EH1718                          STATION DESCRIPTION
 EH1718
 EH1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1718'1.2 MI S FROM REYDEL.
 EH1718'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM REYDEL, JEFFERSON COUNTY,
 EH1718'0.3 MILE WEST ALONG A DIRT ROAD LEADING TO THE LITTLE BAYOU METO
 EH1718'FLOODGATE, ACROSS A BRIDGE OVER THE BAYOU, 2.0 MILES ALONG A ROAD AT
 EH1718'THE FOOT OF THE LEVEE, AT THE LANDSIDE OF A LONG CURVE IN THE LEVEE,
 EH1718'355 YARDS EAST OF CONCRETE MILEPOST 30/31, AND 26 FEET NORTH OF THE
 EH1718'NORTH TOE OF THE LEVEE.  A STANDARD CAP, STAMPED B M REF 30/31 AND
 EH1718'RIVETED ON THE TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1128 ***********************************************************************
 DK1128  DESIGNATION -  3050 A CAP
 DK1128  PID         -  DK1128
 DK1128  STATE/COUNTY-  AR/CHICOT
 DK1128  USGS QUAD   -  AVON (1970)
 DK1128
 DK1128                         *CURRENT SURVEY CONTROL
 DK1128  ___________________________________________________________________
 DK1128* NAD 83(1986)-  33 10 10.     (N)    091 07 04.     (W)     SCALED    
 DK1128* NAVD 88     -        36.14   (+/-2cm)     118.6    (feet)  VERTCON   
 DK1128  ___________________________________________________________________
 DK1128  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DK1128
 DK1128  VERT ORDER  -  ? (See Below)
 DK1128
 DK1128.The horizontal coordinates were scaled from a topographic map and have
 DK1128.an estimated accuracy of +/- 6 seconds.
 DK1128
 DK1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1128.The vertical order pertains to the NGVD 29 superseded value.
 DK1128
 DK1128.The geoid height was determined by GEOID03.
 DK1128
 DK1128;                    North         East    Units  Estimated Accuracy
 DK1128;SPC AR S     -   456,120.      482,290.      MT  (+/- 180 meters Scaled)
 DK1128
 DK1128                          SUPERSEDED SURVEY CONTROL
 DK1128
 DK1128  NGVD 29 (??/??/??)   36.194  (m)          118.75   (f) ADJUSTED    ?  
 DK1128
 DK1128.Superseded values are not recommended for survey control.
 DK1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1128.See file dsdata.txt to determine how the superseded data were derived.
 DK1128
 DK1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS755716(NAD 83)
 DK1128_MARKER: B = BOLT
 DK1128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1128
 DK1128  HISTORY     - Date     Condition        Report By
 DK1128  HISTORY     - UNK      MONUMENTED       DOD
 DK1128  HISTORY     - 1934     GOOD             CGS
 DK1128
 DK1128                          STATION DESCRIPTION
 DK1128
 DK1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1128'2.3 MI S FROM SEVEN OAKS LANDING.
 DK1128'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1128'OF THE MISS. RIVER, CHICOT CO., ARK., 2.4 MILES BELOW SEVEN OAKS
 DK1128'LANDING, 600 FT. WEST OF LEVEE AT L.S. NO. 3050, IN EDGE OF WOODS
 DK1128'ABOUT 10 FT. NORTHEAST OF 10-INCH BLAZED PECAN TREE, ABOUT 66 FT. EAST
 DK1128'OF 12-INCH BLAZED PECAN TREE APPROX. 2000 FT. NORTHEAST OF A
 DK1128'CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0638 ***********************************************************************
 EH0638  DESIGNATION -  308 514
 EH0638  PID         -  EH0638
 EH0638  STATE/COUNTY-  AR/PHILLIPS
 EH0638  USGS QUAD   -  WATKINS CORNER (1982)
 EH0638
 EH0638                         *CURRENT SURVEY CONTROL
 EH0638  ___________________________________________________________________
 EH0638* NAD 83(1986)-  34 28 10.     (N)    090 58 53.     (W)     SCALED    
 EH0638* NAVD 88     -        53.524  (meters)     175.60   (feet)  ADJUSTED  
 EH0638  ___________________________________________________________________
 EH0638  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0638  DYNAMIC HT  -          53.472 (meters)     175.43  (feet)  COMP
 EH0638  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 EH0638
 EH0638  VERT ORDER  -  SECOND    CLASS 0
 EH0638
 EH0638.The horizontal coordinates were scaled from a topographic map and have
 EH0638.an estimated accuracy of +/- 6 seconds.
 EH0638
 EH0638.The orthometric height was determined by differential leveling
 EH0638.and adjusted by the National Geodetic Survey in August 1993..
 EH0638
 EH0638.The geoid height was determined by GEOID03.
 EH0638
 EH0638.The dynamic height is computed by dividing the NAVD 88
 EH0638.geopotential number by the normal gravity value computed on the
 EH0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0638.degrees latitude (g = 980.6199 gals.).
 EH0638
 EH0638.The modeled gravity was interpolated from observed gravity values.
 EH0638
 EH0638;                    North         East    Units  Estimated Accuracy
 EH0638;SPC AR S     -   600,420.      493,580.      MT  (+/- 180 meters Scaled)
 EH0638
 EH0638                          SUPERSEDED SURVEY CONTROL
 EH0638
 EH0638  NAVD 88 (06/15/91)   53.516  (m)          175.58   (f) UNKNOWN     2 0
 EH0638  NGVD 29 (??/??/??)   53.555  (m)          175.71   (f) ADJUSTED    2 0
 EH0638
 EH0638.Superseded values are not recommended for survey control.
 EH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0638.See file dsdata.txt to determine how the superseded data were derived.
 EH0638
 EH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU853160(NAD 83)
 EH0638_MARKER: P = PIPE CAP
 EH0638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0638_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0638_STAMPING: 308 514
 EH0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0638
 EH0638  HISTORY     - Date     Condition        Report By
 EH0638  HISTORY     - UNK      MONUMENTED       DOD
 EH0638  HISTORY     - 1935     GOOD             CGS
 EH0638  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0638
 EH0638                          STATION DESCRIPTION
 EH0638
 EH0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH0638'2.9 MI W FROM CYPERT.
 EH0638'2.9 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JOHN L. TURNER STORE AT
 EH0638'CYPERT, PHILLIPS COUTNY, 90 FEET SOUTHWEST OF A BROWN FARMHOUSE, 75
 EH0638'FEET EAST OF A SMALL SERVICE STATION, 57 FEET NORTH OF THE CENTERLINE
 EH0638'OF THE HIGHWAY, AND 12 FEET WEST OF A PRIVATE DRIVE LEADING TO A
 EH0638'FARMHOUSE.  A STANDARD CAP, STAMPED 308 514 AND RIVETED ON THE TOP OF
 EH0638'A 4-INCH IRON PIPE SET IN THE TOP OF A CONCRETE POST.
 EH0638
 EH0638                          STATION RECOVERY (1976)
 EH0638
 EH0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0116 ***********************************************************************
 EJ0116  DESIGNATION -  31
 EJ0116  PID         -  EJ0116
 EJ0116  STATE/COUNTY-  AR/PULASKI
 EJ0116  USGS QUAD   -  SWEET HOME (1986)
 EJ0116
 EJ0116                         *CURRENT SURVEY CONTROL
 EJ0116  ___________________________________________________________________
 EJ0116* NAD 83(1986)-  34 41 11.     (N)    092 14 13.     (W)     SCALED    
 EJ0116* NAVD 88     -        79.280  (meters)     260.10   (feet)  ADJUSTED  
 EJ0116  ___________________________________________________________________
 EJ0116  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EJ0116  DYNAMIC HT  -          79.205 (meters)     259.86  (feet)  COMP
 EJ0116  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 EJ0116
 EJ0116  VERT ORDER  -  FIRST     CLASS II
 EJ0116
 EJ0116.The horizontal coordinates were scaled from a topographic map and have
 EJ0116.an estimated accuracy of +/- 6 seconds.
 EJ0116
 EJ0116.The orthometric height was determined by differential leveling
 EJ0116.and adjusted by the National Geodetic Survey in June 1991..
 EJ0116
 EJ0116.The geoid height was determined by GEOID03.
 EJ0116
 EJ0116.The dynamic height is computed by dividing the NAVD 88
 EJ0116.geopotential number by the normal gravity value computed on the
 EJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0116.degrees latitude (g = 980.6199 gals.).
 EJ0116
 EJ0116.The modeled gravity was interpolated from observed gravity values.
 EJ0116
 EJ0116;                    North         East    Units  Estimated Accuracy
 EJ0116;SPC AR S     -   624,040.      378,290.      MT  (+/- 180 meters Scaled)
 EJ0116
 EJ0116                          SUPERSEDED SURVEY CONTROL
 EJ0116
 EJ0116  NGVD 29 (??/??/92)   79.334  (m)          260.28   (f) ADJ UNCH    1 2
 EJ0116
 EJ0116.Superseded values are not recommended for survey control.
 EJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0116.See file dsdata.txt to determine how the superseded data were derived.
 EJ0116
 EJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU698385(NAD 83)
 EJ0116_MARKER: DS = TRIANGULATION STATION DISK
 EJ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0116_STAMPING: TRAV STA 31
 EJ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0116+STABILITY: SURFACE MOTION
 EJ0116
 EJ0116  HISTORY     - Date     Condition        Report By
 EJ0116  HISTORY     - UNK      MONUMENTED       DOD
 EJ0116  HISTORY     - 1955     GOOD             NGS
 EJ0116  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0116
 EJ0116                          STATION DESCRIPTION
 EJ0116
 EJ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0116'IN SWEET HOME.
 EJ0116'AT SWEET HOME, PULASKI COUNTY, 326 FEET NORTH OF THE NORTHWEST CORNER
 EJ0116'OF THE MISSOURI PACIFIC RAILROAD STATION, 116 FEET SOUTH OF POLE
 EJ0116'351+21, AND 35 FEET WEST OF THE WEST RAIL.  A CORPS OF ENGINEERS, U.S.
 EJ0116'ARMY, STANDARD TRIANGULATION-STATION DISK, STAMPED TRAV STA 31 AND SET
 EJ0116'IN THE TOP OF A CONCRETE POST.
 EJ0116
 EJ0116                          STATION RECOVERY (1984)
 EJ0116
 EJ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0116'NOT RECOVERED, THE RAILROAD STATION IS GONE, THE POLE IS GONE,
 EJ0116'INSUFFICIENT MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1072 ***********************************************************************
 DK1072  DESIGNATION -  31 M BOLT
 DK1072  PID         -  DK1072
 DK1072  STATE/COUNTY-  AR/CHICOT
 DK1072  USGS QUAD   -  MACON LAKE (1981)
 DK1072
 DK1072                         *CURRENT SURVEY CONTROL
 DK1072  ___________________________________________________________________
 DK1072* NAD 83(1986)-  33 27 15.     (N)    091 15 46.     (W)     SCALED    
 DK1072* NAVD 88     -        38.19   (+/-2cm)     125.3    (feet)  VERTCON   
 DK1072  ___________________________________________________________________
 DK1072  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1072
 DK1072  VERT ORDER  -  ? (See Below)
 DK1072
 DK1072.The horizontal coordinates were scaled from a topographic map and have
 DK1072.an estimated accuracy of +/- 6 seconds.
 DK1072
 DK1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1072.The vertical order pertains to the NGVD 29 superseded value.
 DK1072
 DK1072.The geoid height was determined by GEOID03.
 DK1072
 DK1072;                    North         East    Units  Estimated Accuracy
 DK1072;SPC AR S     -   487,590.      468,540.      MT  (+/- 180 meters Scaled)
 DK1072
 DK1072                          SUPERSEDED SURVEY CONTROL
 DK1072
 DK1072  NGVD 29 (??/??/??)   38.278  (m)          125.58   (f) ADJUSTED    ?  
 DK1072
 DK1072.Superseded values are not recommended for survey control.
 DK1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1072.See file dsdata.txt to determine how the superseded data were derived.
 DK1072
 DK1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT614029(NAD 83)
 DK1072_MARKER: B = BOLT
 DK1072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1072
 DK1072  HISTORY     - Date     Condition        Report By
 DK1072  HISTORY     - UNK      MONUMENTED       DOD
 DK1072  HISTORY     - 1934     GOOD             CGS
 DK1072
 DK1072                          STATION DESCRIPTION
 DK1072
 DK1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1072'1.5 MI SW FROM GAINES LANDING.
 DK1072'1-1/2 MILES SOUTHWEST ALONG THE LEVEE FROM THE POST OFFICE AT GAINES
 DK1072'LANDING, CHICOT COUNTY, WEST OF THE MAIN LEVEE, ABOUT 900 FEET SOUTH
 DK1072'OF A PROMINENT ANGLE IN THE LEVEE, ABOUT 600 FEET SOUTH OF LEVEE PIPE
 DK1072'1450, 265 FEET FROM THE CREST OF THE LEVEE, 35 FEET EAST OF AN OLD
 DK1072'FENCE AND A ROW OF TREES, AND 27 FEET NORTH OF A 4-PRONG 60-INCH
 DK1072'COTTONWOOD TREE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 DK1072'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1072'PROJECTING ABOUT 14 INCHES ABOVE GROUND AND BEARING A CORPS OF
 DK1072'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1073 ***********************************************************************
 DK1073  DESIGNATION -  31 M CAP
 DK1073  PID         -  DK1073
 DK1073  STATE/COUNTY-  AR/CHICOT
 DK1073  USGS QUAD   -  MACON LAKE (1981)
 DK1073
 DK1073                         *CURRENT SURVEY CONTROL
 DK1073  ___________________________________________________________________
 DK1073* NAD 83(1986)-  33 27 15.     (N)    091 15 46.     (W)     SCALED    
 DK1073* NAVD 88     -        39.37   (+/-2cm)     129.2    (feet)  VERTCON   
 DK1073  ___________________________________________________________________
 DK1073  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1073
 DK1073  VERT ORDER  -  ? (See Below)
 DK1073
 DK1073.The horizontal coordinates were scaled from a topographic map and have
 DK1073.an estimated accuracy of +/- 6 seconds.
 DK1073
 DK1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1073.The vertical order pertains to the NGVD 29 superseded value.
 DK1073
 DK1073.The geoid height was determined by GEOID03.
 DK1073
 DK1073;                    North         East    Units  Estimated Accuracy
 DK1073;SPC AR S     -   487,590.      468,540.      MT  (+/- 180 meters Scaled)
 DK1073
 DK1073                          SUPERSEDED SURVEY CONTROL
 DK1073
 DK1073  NGVD 29 (??/??/??)   39.459  (m)          129.46   (f) ADJUSTED    ?  
 DK1073
 DK1073.Superseded values are not recommended for survey control.
 DK1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1073.See file dsdata.txt to determine how the superseded data were derived.
 DK1073
 DK1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT614029(NAD 83)
 DK1073_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1073_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1073
 DK1073  HISTORY     - Date     Condition        Report By
 DK1073  HISTORY     - UNK      MONUMENTED       DOD
 DK1073  HISTORY     - 1934     GOOD             CGS
 DK1073
 DK1073                          STATION DESCRIPTION
 DK1073
 DK1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1073'1.5 MI SW FROM GAINES LDG.
 DK1073'1 1/2 MILES BY LEVEE BELOW GAINES LDG. P.O.  IS A PIPE STONE BENCH,
 DK1073'TOP OF PIPE IS ABOUT 14 INCHES ABOVE THE GROUND.  LOCATED ON RIGHT
 DK1073'BANK OF MISSISSIPPI RIVER, CHICOT COUNTY, ARK.  ON LANDSIDE OF MAIN
 DK1073'LEVEE AND ABOUT 1 1/2 MILES BY LEVEE BELOW GAINES LANDING, POST
 DK1073'OFFICE.  ABOUT 600 FT. BELOW LEVEE PIPE NO. 1450.  APPROX. 886 FT.
 DK1073'SOUTH OF PROMINENT ANGLE IN LEVEE, WHICH TURNS SOUTHWEST TO SOUTH. ON
 DK1073'LANDSIDE OF MAIN LEVEE AND 265 FT. FROM ITS CREST.  35 FT. EAST OF OLD
 DK1073'FENCE AND TREE LINE, WHICH IS NORTH AND SOUTH.  27 FT. NORTH OF
 DK1073'4-PRONG 60-INCH COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1485 ***********************************************************************
 EH1485  DESIGNATION -  31 RWM
 EH1485  PID         -  EH1485
 EH1485  STATE/COUNTY-  AR/MONROE
 EH1485  USGS QUAD   -  TURNER (1967)
 EH1485
 EH1485                         *CURRENT SURVEY CONTROL
 EH1485  ___________________________________________________________________
 EH1485* NAD 83(1986)-  34 26 34.     (N)    091 02 25.     (W)     SCALED    
 EH1485* NAVD 88     -        50.904  (meters)     167.01   (feet)  ADJUSTED  
 EH1485  ___________________________________________________________________
 EH1485  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1485  DYNAMIC HT  -          50.854 (meters)     166.84  (feet)  COMP
 EH1485  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EH1485
 EH1485  VERT ORDER  -  FIRST     CLASS II
 EH1485
 EH1485.The horizontal coordinates were scaled from a topographic map and have
 EH1485.an estimated accuracy of +/- 6 seconds.
 EH1485
 EH1485.The orthometric height was determined by differential leveling
 EH1485.and adjusted by the National Geodetic Survey in August 1993..
 EH1485
 EH1485.The geoid height was determined by GEOID03.
 EH1485
 EH1485.The dynamic height is computed by dividing the NAVD 88
 EH1485.geopotential number by the normal gravity value computed on the
 EH1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1485.degrees latitude (g = 980.6199 gals.).
 EH1485
 EH1485.The modeled gravity was interpolated from observed gravity values.
 EH1485
 EH1485;                    North         East    Units  Estimated Accuracy
 EH1485;SPC AR S     -   597,410.      488,200.      MT  (+/- 180 meters Scaled)
 EH1485
 EH1485                          SUPERSEDED SURVEY CONTROL
 EH1485
 EH1485  NAVD 88 (06/15/91)   50.890  (m)          166.96   (f) UNKNOWN     1 2
 EH1485  NGVD 29 (??/??/??)   50.933  (m)          167.10   (f) ADJUSTED    1 2
 EH1485
 EH1485.Superseded values are not recommended for survey control.
 EH1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1485.See file dsdata.txt to determine how the superseded data were derived.
 EH1485
 EH1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU800129(NAD 83)
 EH1485_MARKER: DD = SURVEY DISK
 EH1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1485_STAMPING: 31 RWM 1965
 EH1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1485+STABILITY: SURFACE MOTION
 EH1485
 EH1485  HISTORY     - Date     Condition        Report By
 EH1485  HISTORY     - 1965     MONUMENTED       USGS
 EH1485  HISTORY     - 1976     GOOD             NGS
 EH1485  HISTORY     - 20030407 POOR             USACE
 EH1485
 EH1485                          STATION DESCRIPTION
 EH1485
 EH1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1485'7.9 MI NE FROM ST CHARLES.
 EH1485'7.9 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE
 EH1485'WHITE RIVER AT ST. CHARLES, ALSO 10.6 MILES SOUTH OF THE RAILROAD
 EH1485'CROSSING ALONG HIGHWAY 1 FROM MARVELL, 62 FEET NORTHWEST OF THE
 EH1485'CENTERLINE OF THE HIGHWAY, 52 FEET NORTH OF THE NORTHEAST CORNER OF A
 EH1485'CHURCH WITH A CEMETERY IN THE BACK, AND 3 FEET NORTHEAST OF A POWER
 EH1485'POLE.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING +0 INCHES.
 EH1485'ABOUT LEVEL WITH HIGHWAY.
 EH1485
 EH1485                          STATION RECOVERY (2003)
 EH1485
 EH1485'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1485'DISK MISSING, STEM INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1129 ***********************************************************************
 DK1129  DESIGNATION -  3100 A CAP
 DK1129  PID         -  DK1129
 DK1129  STATE/COUNTY-  AR/CHICOT
 DK1129  USGS QUAD   -  EMINENCE (1970)
 DK1129
 DK1129                         *CURRENT SURVEY CONTROL
 DK1129  ___________________________________________________________________
 DK1129* NAD 83(1986)-  33 09 49.     (N)    091 07 49.     (W)     SCALED    
 DK1129* NAVD 88     -        36.88   (+/-2cm)     121.0    (feet)  VERTCON   
 DK1129  ___________________________________________________________________
 DK1129  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK1129
 DK1129  VERT ORDER  -  ? (See Below)
 DK1129
 DK1129.The horizontal coordinates were scaled from a topographic map and have
 DK1129.an estimated accuracy of +/- 6 seconds.
 DK1129
 DK1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1129.The vertical order pertains to the NGVD 29 superseded value.
 DK1129
 DK1129.The geoid height was determined by GEOID03.
 DK1129
 DK1129;                    North         East    Units  Estimated Accuracy
 DK1129;SPC AR S     -   455,460.      481,130.      MT  (+/- 180 meters Scaled)
 DK1129
 DK1129                          SUPERSEDED SURVEY CONTROL
 DK1129
 DK1129  NGVD 29 (??/??/??)   36.930  (m)          121.16   (f) ADJUSTED    ?  
 DK1129
 DK1129.Superseded values are not recommended for survey control.
 DK1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1129.See file dsdata.txt to determine how the superseded data were derived.
 DK1129
 DK1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS743709(NAD 83)
 DK1129_MARKER: B = BOLT
 DK1129_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1129_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1129
 DK1129  HISTORY     - Date     Condition        Report By
 DK1129  HISTORY     - UNK      MONUMENTED       DOD
 DK1129  HISTORY     - 1934     GOOD             CGS
 DK1129
 DK1129                          STATION DESCRIPTION
 DK1129
 DK1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1129'3.4 MI S FROM SEVEN OAKS LANDING.
 DK1129'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1129'OF THE MISS. RIVER, CHICOT CO., ARK., 3.4 MILES BELOW SEVEN OAKS
 DK1129'LANDING, 880 FT. NORTHWEST OF LEVEE AT L.S. NO. 3100, 2 FT. NORTHEAST
 DK1129'OF FENCE, APPROX. 30 FT. NORTHEAST OF CENTER LINE OF ROAD, ABOUT 30
 DK1129'FT. SOUTHEAST OF CHURCH, ABOUT 120 FT. NORTHWEST OF 16-INCH TWIN
 DK1129'BLAZED COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1131 ***********************************************************************
 DK1131  DESIGNATION -  3150 A CAP
 DK1131  PID         -  DK1131
 DK1131  STATE/COUNTY-  AR/CHICOT
 DK1131  USGS QUAD   -  EMINENCE (1970)
 DK1131
 DK1131                         *CURRENT SURVEY CONTROL
 DK1131  ___________________________________________________________________
 DK1131* NAD 83(1986)-  33 09 31.     (N)    091 08 41.     (W)     SCALED    
 DK1131* NAVD 88     -        36.32   (+/-2cm)     119.2    (feet)  VERTCON   
 DK1131  ___________________________________________________________________
 DK1131  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK1131
 DK1131  VERT ORDER  -  ? (See Below)
 DK1131
 DK1131.The horizontal coordinates were scaled from a topographic map and have
 DK1131.an estimated accuracy of +/- 6 seconds.
 DK1131
 DK1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1131.The vertical order pertains to the NGVD 29 superseded value.
 DK1131
 DK1131.The geoid height was determined by GEOID03.
 DK1131
 DK1131;                    North         East    Units  Estimated Accuracy
 DK1131;SPC AR S     -   454,900.      479,790.      MT  (+/- 180 meters Scaled)
 DK1131
 DK1131                          SUPERSEDED SURVEY CONTROL
 DK1131
 DK1131  NGVD 29 (??/??/??)   36.380  (m)          119.36   (f) ADJUSTED    ?  
 DK1131
 DK1131.Superseded values are not recommended for survey control.
 DK1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1131.See file dsdata.txt to determine how the superseded data were derived.
 DK1131
 DK1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS730704(NAD 83)
 DK1131_MARKER: B = BOLT
 DK1131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1131_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1131
 DK1131  HISTORY     - Date     Condition        Report By
 DK1131  HISTORY     - UNK      MONUMENTED       DOD
 DK1131  HISTORY     - 1934     GOOD             CGS
 DK1131
 DK1131                          STATION DESCRIPTION
 DK1131
 DK1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1131'3.3 MI N FROM MOSSWOOD LANDING.
 DK1131'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1131'OF THE MISS. RIVER, CHICOT CO., ARK., 4.4 MILES BELOW SEVEN OAKS
 DK1131'LANDING, IN PASTURE 830 FT. NORTHWEST OF LEVEE AT L.S. NO. 3150, 175
 DK1131'FT. EAST OF FENCE, ABOUT 600 FT. NORTH OF CABIN, AND 600 FT. NORTHWEST
 DK1131'OF ANOTHER CABIN, ON THE KIGER PLANTATION, AND APPROX. 2000 FT. WEST
 DK1131'OF TWO STORY COLONIAL HOME WHICH IS THE TECUMPSA PLANTATION
 DK1131'HEADQUARTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0471 ***********************************************************************
 DL0471  DESIGNATION -  316
 DL0471  PID         -  DL0471
 DL0471  STATE/COUNTY-  AR/NEVADA
 DL0471  USGS QUAD   -  PRESCOTT WEST (1970)
 DL0471
 DL0471                         *CURRENT SURVEY CONTROL
 DL0471  ___________________________________________________________________
 DL0471* NAD 83(1986)-  33 47 59.     (N)    093 22 50.     (W)     SCALED    
 DL0471* NAVD 88     -        96.547  (meters)     316.75   (feet)  ADJUSTED  
 DL0471  ___________________________________________________________________
 DL0471  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL0471  DYNAMIC HT  -          96.448 (meters)     316.43  (feet)  COMP
 DL0471  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 DL0471
 DL0471  VERT ORDER  -  SECOND    CLASS 0
 DL0471
 DL0471.The horizontal coordinates were scaled from a topographic map and have
 DL0471.an estimated accuracy of +/- 6 seconds.
 DL0471
 DL0471.The orthometric height was determined by differential leveling
 DL0471.and adjusted by the National Geodetic Survey in June 1991..
 DL0471
 DL0471.The geoid height was determined by GEOID03.
 DL0471
 DL0471.The dynamic height is computed by dividing the NAVD 88
 DL0471.geopotential number by the normal gravity value computed on the
 DL0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0471.degrees latitude (g = 980.6199 gals.).
 DL0471
 DL0471.The modeled gravity was interpolated from observed gravity values.
 DL0471
 DL0471;                    North         East    Units  Estimated Accuracy
 DL0471;SPC AR S     -   526,530.      272,170.      MT  (+/- 180 meters Scaled)
 DL0471
 DL0471                          SUPERSEDED SURVEY CONTROL
 DL0471
 DL0471  NGVD 29 (??/??/92)   96.548  (m)          316.76   (f) ADJ UNCH    2 0
 DL0471
 DL0471.Superseded values are not recommended for survey control.
 DL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0471.See file dsdata.txt to determine how the superseded data were derived.
 DL0471
 DL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT647400(NAD 83)
 DL0471_MARKER: DB = BENCH MARK DISK
 DL0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0471_STAMPING: H.S. 316
 DL0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0471+STABILITY: SURFACE MOTION
 DL0471
 DL0471  HISTORY     - Date     Condition        Report By
 DL0471  HISTORY     - UNK      MONUMENTED       USGS
 DL0471  HISTORY     - 1935     GOOD             NGS
 DL0471  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0471
 DL0471                          STATION DESCRIPTION
 DL0471
 DL0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0471'IN PRESCOTT.
 DL0471'MERIDIAN MARK.  11.02 FEET SOUTH OF SOUTH CORNER OF NEVADA COUNTY
 DL0471'COURTHOUSE.  32 FEET NORTHEAST OF CENTERLINE OF VINE STREET.  9.6 FEET
 DL0471'NORTHWEST OF GASOLINE PUMP.  6 FEET SOUTHWEST OF PIPE FENCE. TABLET
 DL0471'SET IN TOP OF STONE POST.
 DL0471
 DL0471                          STATION RECOVERY (1963)
 DL0471
 DL0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0472 ***********************************************************************
 DL0472  DESIGNATION -  318
 DL0472  PID         -  DL0472
 DL0472  STATE/COUNTY-  AR/NEVADA
 DL0472  USGS QUAD   -  PRESCOTT WEST (1970)
 DL0472
 DL0472                         *CURRENT SURVEY CONTROL
 DL0472  ___________________________________________________________________
 DL0472* NAD 83(1986)-  33 48 00.     (N)    093 22 50.     (W)     SCALED    
 DL0472* NAVD 88     -        97.503  (meters)     319.89   (feet)  ADJUSTED  
 DL0472  ___________________________________________________________________
 DL0472  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL0472  DYNAMIC HT  -          97.403 (meters)     319.56  (feet)  COMP
 DL0472  MODELED GRAV-     979,606.9   (mgal)                       NAVD 88
 DL0472
 DL0472  VERT ORDER  -  SECOND    CLASS 0
 DL0472
 DL0472.The horizontal coordinates were scaled from a topographic map and have
 DL0472.an estimated accuracy of +/- 6 seconds.
 DL0472
 DL0472.The orthometric height was determined by differential leveling
 DL0472.and adjusted by the National Geodetic Survey in June 1991..
 DL0472
 DL0472.The geoid height was determined by GEOID03.
 DL0472
 DL0472.The dynamic height is computed by dividing the NAVD 88
 DL0472.geopotential number by the normal gravity value computed on the
 DL0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0472.degrees latitude (g = 980.6199 gals.).
 DL0472
 DL0472.The modeled gravity was interpolated from observed gravity values.
 DL0472
 DL0472;                    North         East    Units  Estimated Accuracy
 DL0472;SPC AR S     -   526,560.      272,170.      MT  (+/- 180 meters Scaled)
 DL0472
 DL0472                          SUPERSEDED SURVEY CONTROL
 DL0472
 DL0472  NGVD 29 (??/??/92)   97.503  (m)          319.89   (f) ADJ UNCH    2 0
 DL0472
 DL0472.Superseded values are not recommended for survey control.
 DL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0472.See file dsdata.txt to determine how the superseded data were derived.
 DL0472
 DL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT647400(NAD 83)
 DL0472_MARKER: DB = BENCH MARK DISK
 DL0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0472_STAMPING: H.S. 318
 DL0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0472+STABILITY: SURFACE MOTION
 DL0472
 DL0472  HISTORY     - Date     Condition        Report By
 DL0472  HISTORY     - UNK      MONUMENTED       USGS
 DL0472  HISTORY     - 1935     GOOD             NGS
 DL0472  HISTORY     - 1963     GOOD             NGS
 DL0472
 DL0472                          STATION DESCRIPTION
 DL0472
 DL0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0472'IN PRESCOTT.
 DL0472'MERIDIAN MARK.  79.7 FEET NORTHWEST OF NORTH CORNER OF NEVADA COUNTY
 DL0472'COURTHOUSE.  48.6 FEET NORTHEAST OF CENTERLINE OF WALK TO NORTHWEST
 DL0472'ENTRANCE.  29.8 FEET NORTHEAST OF OAK TREE.  4 FT. IN DIAMETER AT
 DL0472'BASE.  19.5 FEET SOUTHEAST OF CONCRETE WALL AT EDGE OF WALK ALONG
 DL0472'SOUTHEAST SIDE OF SECOND STREET.  BRONZE TABLET SET IN TOP OF STONE
 DL0472'POST.
 DL0472
 DL0472                          STATION RECOVERY (1963)
 DL0472
 DL0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1074 ***********************************************************************
 DK1074  DESIGNATION -  32 M BOLT
 DK1074  PID         -  DK1074
 DK1074  STATE/COUNTY-  AR/CHICOT
 DK1074  USGS QUAD   -  LUNA (1970)
 DK1074
 DK1074                         *CURRENT SURVEY CONTROL
 DK1074  ___________________________________________________________________
 DK1074* NAD 83(1986)-  33 25 58.     (N)    091 14 24.     (W)     SCALED    
 DK1074* NAVD 88     -        38.35   (+/-2cm)     125.8    (feet)  VERTCON   
 DK1074  ___________________________________________________________________
 DK1074  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK1074
 DK1074  VERT ORDER  -  ? (See Below)
 DK1074
 DK1074.The horizontal coordinates were scaled from a topographic map and have
 DK1074.an estimated accuracy of +/- 6 seconds.
 DK1074
 DK1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1074.The vertical order pertains to the NGVD 29 superseded value.
 DK1074
 DK1074.The geoid height was determined by GEOID03.
 DK1074
 DK1074;                    North         East    Units  Estimated Accuracy
 DK1074;SPC AR S     -   485,230.      470,670.      MT  (+/- 180 meters Scaled)
 DK1074
 DK1074                          SUPERSEDED SURVEY CONTROL
 DK1074
 DK1074  NGVD 29 (??/??/??)   38.437  (m)          126.11   (f) ADJUSTED    ?  
 DK1074
 DK1074.Superseded values are not recommended for survey control.
 DK1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1074.See file dsdata.txt to determine how the superseded data were derived.
 DK1074
 DK1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT636006(NAD 83)
 DK1074_MARKER: B = BOLT
 DK1074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1074
 DK1074  HISTORY     - Date     Condition        Report By
 DK1074  HISTORY     - UNK      MONUMENTED       DOD
 DK1074  HISTORY     - 1934     GOOD             CGS
 DK1074  HISTORY     - 1968     POOR             USGS
 DK1074
 DK1074                          STATION DESCRIPTION
 DK1074
 DK1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1074'5 MI S FROM GAINES LANDING.
 DK1074'5 MILES SOUTH ALONG THE LEVEE FROM THE POST OFFICE AT GAINES LANDING,
 DK1074'CHICOT COUNTY, ABOUT 3 MILES NORTHWEST OF LINWOOD LANDING, ABOUT 1/2
 DK1074'MILE WEST OF PANTHER FOREST CREVASSE, ON THE LANDSIDE OF THE LEVEE, IN
 DK1074'THE YARD OF A HOUSE, BELOW THE JUNCTION OF THE OLD AND NEW LEVEES,
 DK1074'ABOUT 500 FEET WEST OF THE FIRST PROMINENT ANGLE IN THE NEW LEVEE, AND
 DK1074'7 FEET EAST OF A TRIANGULAR-BLAZED LONE PECAN TREE 80 FEET SOUTH OF
 DK1074'THE HOUSE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 DK1074'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 DK1074'ABOUT 14 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.
 DK1074'ARMY, STANDARD CAP.  NOTE-- THE CAP IS MISSING AND THE PIPE IS LEANING
 DK1074'TO N. E.
 DK1074
 DK1074                          STATION RECOVERY (1968)
 DK1074
 DK1074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DK1074'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0115 ***********************************************************************
 EJ0115  DESIGNATION -  32 RM 1
 EJ0115  PID         -  EJ0115
 EJ0115  STATE/COUNTY-  AR/PULASKI
 EJ0115  USGS QUAD   -  SWEET HOME (1986)
 EJ0115
 EJ0115                         *CURRENT SURVEY CONTROL
 EJ0115  ___________________________________________________________________
 EJ0115* NAD 83(1986)-  34 41 04.     (N)    092 14 12.     (W)     SCALED    
 EJ0115* NAVD 88     -        76.664  (meters)     251.52   (feet)  POSTED    
 EJ0115  ___________________________________________________________________
 EJ0115  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EJ0115  DYNAMIC HT  -          76.590 (meters)     251.28  (feet)  COMP
 EJ0115  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 EJ0115
 EJ0115  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EJ0115
 EJ0115.The horizontal coordinates were scaled from a topographic map and have
 EJ0115.an estimated accuracy of +/- 6 seconds.
 EJ0115
 EJ0115.The orthometric height was determined by differential leveling
 EJ0115.and adjusted by the National Geodetic Survey in 1992..
 EJ0115.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EJ0115.rate greater than 8.0 mm/km.
 EJ0115
 EJ0115.The geoid height was determined by GEOID03.
 EJ0115
 EJ0115.The dynamic height is computed by dividing the NAVD 88
 EJ0115.geopotential number by the normal gravity value computed on the
 EJ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0115.degrees latitude (g = 980.6199 gals.).
 EJ0115
 EJ0115.The modeled gravity was interpolated from observed gravity values.
 EJ0115
 EJ0115;                    North         East    Units  Estimated Accuracy
 EJ0115;SPC AR S     -   623,830.      378,310.      MT  (+/- 180 meters Scaled)
 EJ0115
 EJ0115                          SUPERSEDED SURVEY CONTROL
 EJ0115
 EJ0115  NGVD 29 (??/??/92)   76.694  (m)          251.62   (f) ADJ UNCH    2 0
 EJ0115
 EJ0115.Superseded values are not recommended for survey control.
 EJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0115.See file dsdata.txt to determine how the superseded data were derived.
 EJ0115
 EJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU699383(NAD 83)
 EJ0115_MARKER: DR = REFERENCE MARK DISK
 EJ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0115_STAMPING: 32
 EJ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0115+STABILITY: SURFACE MOTION
 EJ0115
 EJ0115  HISTORY     - Date     Condition        Report By
 EJ0115  HISTORY     - UNK      MONUMENTED       DOD
 EJ0115  HISTORY     - 1937     GOOD             ARGS
 EJ0115  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0115  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0115
 EJ0115                          STATION DESCRIPTION
 EJ0115
 EJ0115'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0115'IN SWEET HOME.
 EJ0115'AT SWEET HOME, PULASKI COUNTY, 550 FEET SOUTH OF THE MISSOURI PACIFIC
 EJ0115'RAILROAD STATION, 76 FEET WEST OF POLE 351+28, 39 FEET EAST OF THE
 EJ0115'CENTERLINE OF U.S. HIGHWAY 65, 31 FEET WEST OF THE WEST RAIL OF THE
 EJ0115'MAIN TRACK, AND 30 FEET SOUTH OF POLE 205 E 49.  A CORPS OF ENGINEERS,
 EJ0115'U.S. ARMY STANDARD REFERENCE-MARK DISK, STAMPED 32 AND SET IN THE TOP
 EJ0115'OF A CONCRETE POST.
 EJ0115
 EJ0115                          STATION RECOVERY (1960)
 EJ0115
 EJ0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0115'MARK NOT FOUND.
 EJ0115
 EJ0115                          STATION RECOVERY (1984)
 EJ0115
 EJ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0115'NOT RECOVERED, THIS AREA IS THE BOTTOM OF A DRAINAGE DITCH, MARK
 EJ0115'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1474 ***********************************************************************
 EH1474  DESIGNATION -  32 RWM
 EH1474  PID         -  EH1474
 EH1474  STATE/COUNTY-  AR/ARKANSAS
 EH1474  USGS QUAD   -  TURNER (1967)
 EH1474
 EH1474                         *CURRENT SURVEY CONTROL
 EH1474  ___________________________________________________________________
 EH1474* NAD 83(1986)-  34 24 15.     (N)    091 05 21.     (W)     SCALED    
 EH1474* NAVD 88     -        49.932  (meters)     163.82   (feet)  ADJUSTED  
 EH1474  ___________________________________________________________________
 EH1474  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1474  DYNAMIC HT  -          49.884 (meters)     163.66  (feet)  COMP
 EH1474  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 EH1474
 EH1474  VERT ORDER  -  FIRST     CLASS II
 EH1474
 EH1474.The horizontal coordinates were scaled from a topographic map and have
 EH1474.an estimated accuracy of +/- 6 seconds.
 EH1474
 EH1474.The orthometric height was determined by differential leveling
 EH1474.and adjusted by the National Geodetic Survey in August 1993..
 EH1474
 EH1474.The geoid height was determined by GEOID03.
 EH1474
 EH1474.The dynamic height is computed by dividing the NAVD 88
 EH1474.geopotential number by the normal gravity value computed on the
 EH1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1474.degrees latitude (g = 980.6199 gals.).
 EH1474
 EH1474.The modeled gravity was interpolated from observed gravity values.
 EH1474
 EH1474;                    North         East    Units  Estimated Accuracy
 EH1474;SPC AR S     -   593,090.      483,740.      MT  (+/- 180 meters Scaled)
 EH1474
 EH1474                          SUPERSEDED SURVEY CONTROL
 EH1474
 EH1474  NAVD 88 (06/15/91)   49.916  (m)          163.77   (f) UNKNOWN     1 2
 EH1474  NGVD 29 (??/??/??)   49.961  (m)          163.91   (f) ADJUSTED    1 2
 EH1474
 EH1474.Superseded values are not recommended for survey control.
 EH1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1474.See file dsdata.txt to determine how the superseded data were derived.
 EH1474
 EH1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU756086(NAD 83)
 EH1474_MARKER: DD = SURVEY DISK
 EH1474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1474_SP_SET: ABUTMENT
 EH1474_STAMPING: 32 RWM 1965
 EH1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1474
 EH1474  HISTORY     - Date     Condition        Report By
 EH1474  HISTORY     - 1965     MONUMENTED       USGS
 EH1474  HISTORY     - 1976     GOOD             NGS
 EH1474  HISTORY     - 20030407 MARK NOT FOUND   USACE
 EH1474
 EH1474                          STATION DESCRIPTION
 EH1474
 EH1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1474'3.2 MI NE FROM ST CHARLES.
 EH1474'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE
 EH1474'WHITE RIVER AT ST. CHARLES, SET IN THE WEST END OF THE SOUTH CONCRETE
 EH1474'BRIDGE ABUTMENT OVER INDIAN BAY CREEK, AND 12 FEET WEST OF THE
 EH1474'CENTERLINE OF THE HIGHWAY.  1 FOOT ABOVE HIGHWAY.
 EH1474
 EH1474                          STATION RECOVERY (2003)
 EH1474
 EH1474'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1474'NEW BRIDGE BUILT 1981, MARK ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1132 ***********************************************************************
 DK1132  DESIGNATION -  3200 A CAP
 DK1132  PID         -  DK1132
 DK1132  STATE/COUNTY-  AR/CHICOT
 DK1132  USGS QUAD   -  EMINENCE (1970)
 DK1132
 DK1132                         *CURRENT SURVEY CONTROL
 DK1132  ___________________________________________________________________
 DK1132* NAD 83(1986)-  33 09 41.     (N)    091 09 39.     (W)     SCALED    
 DK1132* NAVD 88     -        35.37   (+/-2cm)     116.0    (feet)  VERTCON   
 DK1132  ___________________________________________________________________
 DK1132  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DK1132
 DK1132  VERT ORDER  -  ? (See Below)
 DK1132
 DK1132.The horizontal coordinates were scaled from a topographic map and have
 DK1132.an estimated accuracy of +/- 6 seconds.
 DK1132
 DK1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1132.The vertical order pertains to the NGVD 29 superseded value.
 DK1132
 DK1132.The geoid height was determined by GEOID03.
 DK1132
 DK1132;                    North         East    Units  Estimated Accuracy
 DK1132;SPC AR S     -   455,190.      478,280.      MT  (+/- 180 meters Scaled)
 DK1132
 DK1132                          SUPERSEDED SURVEY CONTROL
 DK1132
 DK1132  NGVD 29 (??/??/??)   35.431  (m)          116.24   (f) ADJUSTED    ?  
 DK1132
 DK1132.Superseded values are not recommended for survey control.
 DK1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1132.See file dsdata.txt to determine how the superseded data were derived.
 DK1132
 DK1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715706(NAD 83)
 DK1132_MARKER: B = BOLT
 DK1132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1132
 DK1132  HISTORY     - Date     Condition        Report By
 DK1132  HISTORY     - UNK      MONUMENTED       DOD
 DK1132  HISTORY     - 1934     GOOD             CGS
 DK1132
 DK1132                          STATION DESCRIPTION
 DK1132
 DK1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1132'2.25 MI N FROM MOSSWOOD LANDING.
 DK1132'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1132'OF THE MISS. RIVER, CHICOT CO., ARK., APPROX. 5 MILES ABOVE GRAND
 DK1132'LAKE, ARK., IN OPEN WOODS, ABOUT 700 FT. FROM LEVEE AT L.S. NO. 3200,
 DK1132'APPROX. 7000 FT. BELOW TECUMPSA PLANTATION HEADQUARTERS, ABOUT 100 FT.
 DK1132'NORTHEAST OF 30-INCH BLAZED COTTONWOOD TREE AND 20 FT. NORTHWEST OF
 DK1132'15-INCH BLAZED COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1172 ***********************************************************************
 FG1172  DESIGNATION -  322.1
 FG1172  PID         -  FG1172
 FG1172  STATE/COUNTY-  AR/POPE
 FG1172  USGS QUAD   -  DARDANELLE (1993)
 FG1172
 FG1172                         *CURRENT SURVEY CONTROL
 FG1172  ___________________________________________________________________
 FG1172* NAD 83(1986)-  35 13 29.     (N)    093 08 52.     (W)     SCALED    
 FG1172* NAVD 88     -        98.960  (meters)     324.67   (feet)  ADJUSTED  
 FG1172  ___________________________________________________________________
 FG1172  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1172  DYNAMIC HT  -          98.866 (meters)     324.36  (feet)  COMP
 FG1172  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 FG1172
 FG1172  VERT ORDER  -  SECOND    CLASS 0
 FG1172
 FG1172.The horizontal coordinates were scaled from a topographic map and have
 FG1172.an estimated accuracy of +/- 6 seconds.
 FG1172
 FG1172.The orthometric height was determined by differential leveling
 FG1172.and adjusted by the National Geodetic Survey in June 1991..
 FG1172
 FG1172.The geoid height was determined by GEOID03.
 FG1172
 FG1172.The dynamic height is computed by dividing the NAVD 88
 FG1172.geopotential number by the normal gravity value computed on the
 FG1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1172.degrees latitude (g = 980.6199 gals.).
 FG1172
 FG1172.The modeled gravity was interpolated from observed gravity values.
 FG1172
 FG1172;                    North         East    Units  Estimated Accuracy
 FG1172;SPC AR N     -    99,500.      295,520.      MT  (+/- 180 meters Scaled)
 FG1172
 FG1172                          SUPERSEDED SURVEY CONTROL
 FG1172
 FG1172  NGVD 29 (??/??/92)   98.956  (m)          324.66   (f) ADJ UNCH    2 0
 FG1172
 FG1172.Superseded values are not recommended for survey control.
 FG1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1172.See file dsdata.txt to determine how the superseded data were derived.
 FG1172
 FG1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU865979(NAD 83)
 FG1172_MARKER: DD = SURVEY DISK
 FG1172_SETTING: 0 = UNSPECIFIED SETTING
 FG1172_STAMPING: 322.1
 FG1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1172
 FG1172  HISTORY     - Date     Condition        Report By
 FG1172  HISTORY     - UNK      MONUMENTED       USWB
 FG1172  HISTORY     - 1961     GOOD             NGS
 FG1172
 FG1172                          STATION DESCRIPTION
 FG1172
 FG1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG1172'IN NORTH DARDANELLE.
 FG1172'LOCATED AT NORTH DARDANELLE, POPE COUNTY, ABOUT 100 YARDS SOUTHEAST OF
 FG1172'THE NORTHEAST END OF THE BRIDGE ON STATE HIGHWAY 22 OVER THE ARKANSAS
 FG1172'RIVER, 77.9 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FG1172'CONCRETE COTTON LOADING PLATFORM WHICH IS ON THE SOUTH SIDE OF THE
 FG1172'DARDANELLE AND RUSSELVILLE RAILROAD, 82 FEET SOUTHEAST OF THE
 FG1172'SOUTHWEST CORNER OF THE COTTON LOADING PLATFORM, 29.7 FEET
 FG1172'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 42.8 FEET
 FG1172'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 50 FEET SOUTH
 FG1172'OF THE CENTER OF THE ROAD AT THE SOUTH SIDE OF THE COTTON PLATFORM AND
 FG1172'1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD U.S.
 FG1172'WEATHER BUREAU DISK, STAMPED 322.1 ABOUT 4 INCHES BELOW THE SURFACE OF
 FG1172'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0138 ***********************************************************************
 DM0138  DESIGNATION -  329
 DM0138  PID         -  DM0138
 DM0138  STATE/COUNTY-  AR/MILLER
 DM0138  USGS QUAD   -  TEXARKANA (1975)
 DM0138
 DM0138                         *CURRENT SURVEY CONTROL
 DM0138  ___________________________________________________________________
 DM0138* NAD 83(1986)-  33 25 33.     (N)    094 02 17.     (W)     SCALED    
 DM0138* NAVD 88     -       100.471  (meters)     329.63   (feet)  ADJUSTED  
 DM0138  ___________________________________________________________________
 DM0138  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0138  DYNAMIC HT  -         100.364 (meters)     329.28  (feet)  COMP
 DM0138  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DM0138
 DM0138  VERT ORDER  -  FIRST     CLASS II
 DM0138
 DM0138.The horizontal coordinates were scaled from a topographic map and have
 DM0138.an estimated accuracy of +/- 6 seconds.
 DM0138
 DM0138.The orthometric height was determined by differential leveling
 DM0138.and adjusted by the National Geodetic Survey in June 1991..
 DM0138.WARNING-Repeat measurements at this control monument indicate possible
 DM0138.vertical movement.
 DM0138
 DM0138.The geoid height was determined by GEOID03.
 DM0138
 DM0138.The dynamic height is computed by dividing the NAVD 88
 DM0138.geopotential number by the normal gravity value computed on the
 DM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0138.degrees latitude (g = 980.6199 gals.).
 DM0138
 DM0138.The modeled gravity was interpolated from observed gravity values.
 DM0138
 DM0138;                    North         East    Units  Estimated Accuracy
 DM0138;SPC AR S     -   486,090.      210,480.      MT  (+/- 180 meters Scaled)
 DM0138
 DM0138                          SUPERSEDED SURVEY CONTROL
 DM0138
 DM0138  NGVD 29 (??/??/92)  100.334  (m)          329.18   (f) ADJ UNCH    1 2
 DM0138
 DM0138.Superseded values are not recommended for survey control.
 DM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0138.See file dsdata.txt to determine how the superseded data were derived.
 DM0138
 DM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS034989(NAD 83)
 DM0138_MARKER: DD = SURVEY DISK
 DM0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0138_SP_SET: CONCRETE POST
 DM0138_STAMPING: 329 18 ADJ 1903
 DM0138_MARK LOGO: USGS  
 DM0138_PROJECTION: PROJECTING 60 CENTIMETERS
 DM0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0138+STABILITY: SURFACE MOTION
 DM0138
 DM0138  HISTORY     - Date     Condition        Report By
 DM0138  HISTORY     - 1903     MONUMENTED       USGS
 DM0138  HISTORY     - 1932     GOOD             NGS
 DM0138  HISTORY     - 1963     GOOD             NGS
 DM0138  HISTORY     - 1985     GOOD             NGS
 DM0138  HISTORY     - 19971025 GOOD             USPSQD
 DM0138
 DM0138                          STATION DESCRIPTION
 DM0138
 DM0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0138'IN TEXARKANA.
 DM0138'LOCATED ON NORTH SIDE OF E.FOURTH ST. BETWEEN ASH AND LAUREL AVES.
 DM0138'STONE POST NEAR THE SOUTH EDGE OF MILLER CO. COURT HOUSE LAWN.  STONE
 DM0138'STANDS 1 FT. ABOVE THE SURROUNDING LAWN.  76 FT. SOUTH OF THE SOUTH
 DM0138'MAIN ENTRANCE TO COURT HOUSE.  7 FT. EAST OF MAIN SIDEWALK TO 4TH ST.
 DM0138
 DM0138                          STATION RECOVERY (1963)
 DM0138
 DM0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0138'RECOVERED IN GOOD CONDITION.
 DM0138
 DM0138                          STATION RECOVERY (1985)
 DM0138
 DM0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0138'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DM0138'TEXARKANA, AT THE INTERSECTION OF EAST 4TH AND ASH STREETS, IN THE
 DM0138'CENTER OF THE SOUTH EDGE OF THE COURTHOUSE LAWN, 57.5 M (188.6 FT)
 DM0138'SOUTHWEST OF THE CENTER OF ASH STREET, 23.2 M (76.1 FT) SOUTHEAST OF
 DM0138'THE SOUTHEAST ENTRANCE TO THE COURTHOUSE, 13.1 M (43.0 FT) NORTHWEST
 DM0138'OF THE CENTERLINE OF EAST 4TH STREET, AND 4.8 M (15.7 FT) NORTHEAST
 DM0138'OF THE CENTERLINE OF THE SOUTHEAST DRIVEWAY LEADING TO THE
 DM0138'COURTHOUSE.  NOTE--THE DISK HAS BEEN RESTAMPED AND IS NOW STAMPED AS
 DM0138'ABOVE.
 DM0138'THE MARK IS 0.6 M ABOVE THE STREET.
 DM0138
 DM0138                          STATION RECOVERY (1997)
 DM0138
 DM0138'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1078 ***********************************************************************
 DK1078  DESIGNATION -  33 M BOLT
 DK1078  PID         -  DK1078
 DK1078  STATE/COUNTY-  AR/CHICOT
 DK1078  USGS QUAD   -  LUNA (1970)
 DK1078
 DK1078                         *CURRENT SURVEY CONTROL
 DK1078  ___________________________________________________________________
 DK1078* NAD 83(1986)-  33 24 23.     (N)    091 12 59.     (W)     SCALED    
 DK1078* NAVD 88     -        37.58   (+/-2cm)     123.3    (feet)  VERTCON   
 DK1078  ___________________________________________________________________
 DK1078  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK1078
 DK1078  VERT ORDER  -  ? (See Below)
 DK1078
 DK1078.The horizontal coordinates were scaled from a topographic map and have
 DK1078.an estimated accuracy of +/- 6 seconds.
 DK1078
 DK1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1078.The vertical order pertains to the NGVD 29 superseded value.
 DK1078
 DK1078.The geoid height was determined by GEOID03.
 DK1078
 DK1078;                    North         East    Units  Estimated Accuracy
 DK1078;SPC AR S     -   482,320.      472,890.      MT  (+/- 180 meters Scaled)
 DK1078
 DK1078                          SUPERSEDED SURVEY CONTROL
 DK1078
 DK1078  NGVD 29 (??/??/??)   37.658  (m)          123.55   (f) ADJUSTED    ?  
 DK1078
 DK1078.Superseded values are not recommended for survey control.
 DK1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1078.See file dsdata.txt to determine how the superseded data were derived.
 DK1078
 DK1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS658977(NAD 83)
 DK1078_MARKER: B = BOLT
 DK1078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1078
 DK1078  HISTORY     - Date     Condition        Report By
 DK1078  HISTORY     - UNK      MONUMENTED       DOD
 DK1078  HISTORY     - 1934     GOOD             CGS
 DK1078
 DK1078                          STATION DESCRIPTION
 DK1078
 DK1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1078'1.5 MI NW FROM LUNA LANDING.
 DK1078'1-1/2 MILES NORTHWEST ALONG THE LEVEE FROM LUNA LANDING, CHICOT
 DK1078'COUNTY, ABOUT 1-1/2 MILES SOUTHWEST OF LINWOOD LANDING, ON THE WEST
 DK1078'SIDE OF THE MAIN LEVEE, ON THE BELLEVUE PLANTATION, ABOUT 395 FEET
 DK1078'WEST OF THE CREST OF THE LEVEE AT A PROMINENT ANGLE, ABOUT 110 FEET IN
 DK1078'FRONT OF A HOUSE, ABOUT 50 FEET SOUTH OF THE CENTER LINE OF A ROAD
 DK1078'LEADING FROM THE LEVEE ROAD TO THE HOUSE, 12 FEET NORTH OF A BLAZED
 DK1078'48-INCH OAK TREE, AND 12 FEET SOUTHEAST OF A BLAZED 44-INCH CYPRESS
 DK1078'TREE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 DK1078'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT
 DK1078'15 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 DK1078'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1079 ***********************************************************************
 DK1079  DESIGNATION -  33 M CAP
 DK1079  PID         -  DK1079
 DK1079  STATE/COUNTY-  AR/CHICOT
 DK1079  USGS QUAD   -  LUNA (1970)
 DK1079
 DK1079                         *CURRENT SURVEY CONTROL
 DK1079  ___________________________________________________________________
 DK1079* NAD 83(1986)-  33 24 23.     (N)    091 12 59.     (W)     SCALED    
 DK1079* NAVD 88     -        38.80   (+/-2cm)     127.3    (feet)  VERTCON   
 DK1079  ___________________________________________________________________
 DK1079  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK1079
 DK1079  VERT ORDER  -  ? (See Below)
 DK1079
 DK1079.The horizontal coordinates were scaled from a topographic map and have
 DK1079.an estimated accuracy of +/- 6 seconds.
 DK1079
 DK1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1079.The vertical order pertains to the NGVD 29 superseded value.
 DK1079
 DK1079.The geoid height was determined by GEOID03.
 DK1079
 DK1079;                    North         East    Units  Estimated Accuracy
 DK1079;SPC AR S     -   482,320.      472,890.      MT  (+/- 180 meters Scaled)
 DK1079
 DK1079                          SUPERSEDED SURVEY CONTROL
 DK1079
 DK1079  NGVD 29 (??/??/??)   38.875  (m)          127.54   (f) ADJUSTED    ?  
 DK1079
 DK1079.Superseded values are not recommended for survey control.
 DK1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1079.See file dsdata.txt to determine how the superseded data were derived.
 DK1079
 DK1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS658977(NAD 83)
 DK1079_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1079_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1079
 DK1079  HISTORY     - Date     Condition        Report By
 DK1079  HISTORY     - UNK      MONUMENTED       DOD
 DK1079  HISTORY     - 1934     GOOD             CGS
 DK1079
 DK1079                          STATION DESCRIPTION
 DK1079
 DK1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1079'1.5 MI SW FROM LINWOOD LANDING.
 DK1079'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 15 INCHES ABOVE THE
 DK1079'GROUND.  LOCATED ON RIGHT BANK OF MISSISSIPPI RIVER, CHICOT COUNTY,
 DK1079'ARKANSAS.  ON LANDSIDE OF MAIN LEVEE.  ON BELLEVUE PLANTATION.  ABOUT
 DK1079'2 MILES ABOVE LUNA LANDING, ARK., ABOUT 1 MILE BELOW LINWOOD LANDING,
 DK1079'ARK., 395 FT. BACK OF CREST OF LEVEE AT A PROMINENT ANGLE.  110 FT. IN
 DK1079'FRONT OF HOUSE.  ABOUT 50 FT. SOUTH OF CENTER LINE OF ROAD WHICH LEADS
 DK1079'FROM LEVEE ROAD TO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1135 ***********************************************************************
 DK1135  DESIGNATION -  3300 A CAP
 DK1135  PID         -  DK1135
 DK1135  STATE/COUNTY-  AR/CHICOT
 DK1135  USGS QUAD   -  EMINENCE (1970)
 DK1135
 DK1135                         *CURRENT SURVEY CONTROL
 DK1135  ___________________________________________________________________
 DK1135* NAD 83(1986)-  33 09 02.     (N)    091 11 26.     (W)     SCALED    
 DK1135* NAVD 88     -        34.36   (+/-2cm)     112.7    (feet)  VERTCON   
 DK1135  ___________________________________________________________________
 DK1135  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DK1135
 DK1135  VERT ORDER  -  ? (See Below)
 DK1135
 DK1135.The horizontal coordinates were scaled from a topographic map and have
 DK1135.an estimated accuracy of +/- 6 seconds.
 DK1135
 DK1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1135.The vertical order pertains to the NGVD 29 superseded value.
 DK1135
 DK1135.The geoid height was determined by GEOID03.
 DK1135
 DK1135;                    North         East    Units  Estimated Accuracy
 DK1135;SPC AR S     -   453,970.      475,520.      MT  (+/- 180 meters Scaled)
 DK1135
 DK1135                          SUPERSEDED SURVEY CONTROL
 DK1135
 DK1135  NGVD 29 (??/??/??)   34.431  (m)          112.96   (f) ADJUSTED    ?  
 DK1135
 DK1135.Superseded values are not recommended for survey control.
 DK1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1135.See file dsdata.txt to determine how the superseded data were derived.
 DK1135
 DK1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS687694(NAD 83)
 DK1135_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1135_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1135_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1135
 DK1135  HISTORY     - Date     Condition        Report By
 DK1135  HISTORY     - UNK      MONUMENTED       DOD
 DK1135  HISTORY     - 1934     GOOD             CGS
 DK1135
 DK1135                          STATION DESCRIPTION
 DK1135
 DK1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1135'3.5 MI N FROM GRAND LAKE.
 DK1135'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1135'OF THE MISS. RIVER, CHICOT CO., ARK., 0.6 MILE ABOVE MOSSWOOD LDG. ON
 DK1135'SOUTH BANK OF SMALL BAYOU, 700 FT. WEST OF LEVEE AT L.S. NO. 3300,
 DK1135'APPROX. 1500 FT. NORTH OF GATEWOODS STORE, ABOUT 27 FT. SOUTHWEST OF
 DK1135'26-INCH BLAZED WILLOW TREE, ABOUT 600 FT. SOUTHWEST OF TENANT HOUSE,
 DK1135'ABOUT 400 FT. NORTHWEST OF TENANT HOUSE, OPPOSITE UPPER END OF GRAND
 DK1135'LAKE REVETMENT BASE LINE.  SOUTHWEST CORNER OF CHIMNEY ON WHITE AND
 DK1135'GREEN HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1113 ***********************************************************************
 EH1113  DESIGNATION -  33.34
 EH1113  PID         -  EH1113
 EH1113  STATE/COUNTY-  AR/PRAIRIE
 EH1113  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1113
 EH1113                         *CURRENT SURVEY CONTROL
 EH1113  ___________________________________________________________________
 EH1113* NAD 83(1986)-  34 48 37.     (N)    091 25 31.     (W)     SCALED    
 EH1113* NAVD 88     -        57.618  (meters)     189.04   (feet)  ADJUSTED  
 EH1113  ___________________________________________________________________
 EH1113  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1113  DYNAMIC HT  -          57.564 (meters)     188.86  (feet)  COMP
 EH1113  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 EH1113
 EH1113  VERT ORDER  -  FIRST     CLASS II
 EH1113
 EH1113.The horizontal coordinates were scaled from a topographic map and have
 EH1113.an estimated accuracy of +/- 6 seconds.
 EH1113
 EH1113.The orthometric height was determined by differential leveling
 EH1113.and adjusted by the National Geodetic Survey in June 1991..
 EH1113
 EH1113.The geoid height was determined by GEOID03.
 EH1113
 EH1113.The dynamic height is computed by dividing the NAVD 88
 EH1113.geopotential number by the normal gravity value computed on the
 EH1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1113.degrees latitude (g = 980.6199 gals.).
 EH1113
 EH1113.The modeled gravity was interpolated from observed gravity values.
 EH1113
 EH1113;                    North         East    Units  Estimated Accuracy
 EH1113;SPC AR S     -   637,910.      452,590.      MT  (+/- 180 meters Scaled)
 EH1113
 EH1113                          SUPERSEDED SURVEY CONTROL
 EH1113
 EH1113  NGVD 29 (??/??/??)   57.619  (m)          189.04   (f) ADJUSTED    1 2
 EH1113
 EH1113.Superseded values are not recommended for survey control.
 EH1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1113.See file dsdata.txt to determine how the superseded data were derived.
 EH1113
 EH1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU440531(NAD 83)
 EH1113_MARKER: P = PIPE CAP
 EH1113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1113_STAMPING: 33.34
 EH1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1113+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 EH1113
 EH1113  HISTORY     - Date     Condition        Report By
 EH1113  HISTORY     - UNK      MONUMENTED       DOD
 EH1113  HISTORY     - 1954     GOOD             CGS
 EH1113  HISTORY     - 20030428 GOOD             USACE
 EH1113
 EH1113                          STATION DESCRIPTION
 EH1113
 EH1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1113'1.3 MI SW FROM BISCOE.
 EH1113'1.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1113'RAILROAD FROM THE STATION AT BISCOE, 51.6 FEET NORTHWEST OF THE
 EH1113'NORTHWEST RAIL, 4 FEET NORTHWEST OF A FENCE, 30 FEET NORTHEAST OF THE
 EH1113'CENTER LINE OF A LEVEE, 18.6 FEET NORTHEAST OF A CONCRETE REFERENCE
 EH1113'POST, A BRASS CAP RIVETED ON THE TOP OF A 4 INCH IRON PIPE WHICH
 EH1113'PROJECTS 2.4 FEET ABOVE THE GROUND, 13 FEET NORTHWEST OF A TELEPHONE
 EH1113'POLE.
 EH1113
 EH1113                          STATION RECOVERY (2003)
 EH1113
 EH1113'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1013 ***********************************************************************
 FG1013  DESIGNATION -  335
 FG1013  PID         -  FG1013
 FG1013  STATE/COUNTY-  AR/POPE
 FG1013  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1013
 FG1013                         *CURRENT SURVEY CONTROL
 FG1013  ___________________________________________________________________
 FG1013* NAD 83(1986)-  35 18 59.     (N)    093 11 21.     (W)     SCALED    
 FG1013* NAVD 88     -       102.117  (meters)     335.03   (feet)  ADJUSTED  
 FG1013  ___________________________________________________________________
 FG1013  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FG1013  DYNAMIC HT  -         102.020 (meters)     334.71  (feet)  COMP
 FG1013  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 FG1013
 FG1013  VERT ORDER  -  FIRST     CLASS II
 FG1013
 FG1013.The horizontal coordinates were scaled from a topographic map and have
 FG1013.an estimated accuracy of +/- 6 seconds.
 FG1013
 FG1013.The orthometric height was determined by differential leveling
 FG1013.and adjusted by the National Geodetic Survey in June 1991..
 FG1013
 FG1013.The geoid height was determined by GEOID03.
 FG1013
 FG1013.The dynamic height is computed by dividing the NAVD 88
 FG1013.geopotential number by the normal gravity value computed on the
 FG1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1013.degrees latitude (g = 980.6199 gals.).
 FG1013
 FG1013.The modeled gravity was interpolated from observed gravity values.
 FG1013
 FG1013;                    North         East    Units  Estimated Accuracy
 FG1013;SPC AR N     -   109,710.      291,870.      MT  (+/- 180 meters Scaled)
 FG1013
 FG1013                          SUPERSEDED SURVEY CONTROL
 FG1013
 FG1013  NGVD 29 (??/??/92)  102.108  (m)          335.00   (f) ADJ UNCH    1 2
 FG1013
 FG1013.Superseded values are not recommended for survey control.
 FG1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1013.See file dsdata.txt to determine how the superseded data were derived.
 FG1013
 FG1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV828081(NAD 83)
 FG1013_MARKER: X = CHISELED CROSS
 FG1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1013_SP_SET: ABUTMENT
 FG1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1013
 FG1013  HISTORY     - Date     Condition        Report By
 FG1013  HISTORY     - UNK      MONUMENTED       DOD
 FG1013  HISTORY     - 1932     GOOD             NGS
 FG1013  HISTORY     - 1935     GOOD             NGS
 FG1013  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1013
 FG1013                          STATION DESCRIPTION
 FG1013
 FG1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1013'4.0 MI W FROM RUSSELLVILLE.
 FG1013'ON THE MISSOURI PACIFIC R. R. AT MILE POLE 421/ 29 POLES, IN RETAINING
 FG1013'WALL AT W. ABUTMENT OF BRIDGE NO. 197, 4 FEET N. OF TRACK.
 FG1013
 FG1013                          STATION RECOVERY (1935)
 FG1013
 FG1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG1013'RECOVERED IN GOOD CONDITION.
 FG1013
 FG1013                          STATION RECOVERY (1984)
 FG1013
 FG1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1013'NOT RECOVERED, THE RETAINING WALL HAS BEEN REBUILT, OLD WALL
 FG1013'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1136 ***********************************************************************
 DK1136  DESIGNATION -  3350 A CAP
 DK1136  PID         -  DK1136
 DK1136  STATE/COUNTY-  AR/CHICOT
 DK1136  USGS QUAD   -  EMINENCE (1970)
 DK1136
 DK1136                         *CURRENT SURVEY CONTROL
 DK1136  ___________________________________________________________________
 DK1136* NAD 83(1986)-  33 08 12.     (N)    091 12 01.     (W)     SCALED    
 DK1136* NAVD 88     -        34.59   (+/-2cm)     113.5    (feet)  VERTCON   
 DK1136  ___________________________________________________________________
 DK1136  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK1136
 DK1136  VERT ORDER  -  ? (See Below)
 DK1136
 DK1136.The horizontal coordinates were scaled from a topographic map and have
 DK1136.an estimated accuracy of +/- 6 seconds.
 DK1136
 DK1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1136.The vertical order pertains to the NGVD 29 superseded value.
 DK1136
 DK1136.The geoid height was determined by GEOID03.
 DK1136
 DK1136;                    North         East    Units  Estimated Accuracy
 DK1136;SPC AR S     -   452,420.      474,620.      MT  (+/- 180 meters Scaled)
 DK1136
 DK1136                          SUPERSEDED SURVEY CONTROL
 DK1136
 DK1136  NGVD 29 (??/??/??)   34.659  (m)          113.71   (f) ADJUSTED    ?  
 DK1136
 DK1136.Superseded values are not recommended for survey control.
 DK1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1136.See file dsdata.txt to determine how the superseded data were derived.
 DK1136
 DK1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS678678(NAD 83)
 DK1136_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1136_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1136
 DK1136  HISTORY     - Date     Condition        Report By
 DK1136  HISTORY     - UNK      MONUMENTED       DOD
 DK1136  HISTORY     - 1934     GOOD             CGS
 DK1136
 DK1136                          STATION DESCRIPTION
 DK1136
 DK1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1136'IN MOSSWOOD.
 DK1136'IS AN IRON PIPE WITH BRASS CAP ON A CONCRETE SUB-SURFACE MARKER,
 DK1136'LOCATED ON RIGHT BANK OF MISS. RIVER, AT MOSSWOOD LANDING, CHICOT
 DK1136'COUNTY, ARK. ABOUT THREE MILES NORTH OF GRAND LAKE, AT UPPER END OF
 DK1136'GRAND LAKE REVETMENT, 370 FEET BACK OF CROWN OF NEW LEVEE, JUST
 DK1136'OUTSIDE OF YARD FENCE AND 42 FEET EAST OF CABIN OCCUPIED BY DAVE
 DK1136'HAWKINS (COL.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2719 ***********************************************************************
 FE2719  DESIGNATION -  3/4
 FE2719  PID         -  FE2719
 FE2719  STATE/COUNTY-  AR/MISSISSIPPI
 FE2719  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2719
 FE2719                         *CURRENT SURVEY CONTROL
 FE2719  ___________________________________________________________________
 FE2719* NAD 83(1997)-  35 59 53.11560(N)    089 59 45.40676(W)     ADJUSTED  
 FE2719* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 FE2719  ___________________________________________________________________
 FE2719  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FE2719  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2719
 FE2719  HORZ ORDER  -  SECOND
 FE2719
 FE2719.The horizontal coordinates were established by classical geodetic methods
 FE2719.and adjusted by the National Geodetic Survey in September 1999..
 FE2719
 FE2719.The orthometric height was scaled from a topographic map.
 FE2719
 FE2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2719
 FE2719.The geoid height was determined by GEOID03.
 FE2719
 FE2719;                    North         East     Units Scale Factor Converg.
 FE2719;SPC AR N     -   186,532.159   580,677.882   MT  0.99996195   +1 09 58.2
 FE2719;SPC AR N     -   611,980.92  1,905,107.35   sFT  0.99996195   +1 09 58.2
 FE2719;SPC MO E     -    18,396.996   295,445.589   MT  0.99995877   +0 17 46.6
 FE2719;UTM  16      - 3,987,888.515   229,937.606   MT  1.00049878   -1 45 43.0
 FE2719;UTM  15      - 3,987,911.033   770,793.420   MT  1.00050365   +1 46 00.2
 FE2719
 FE2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2719!SPC AR N     -   0.99999281  x   0.99996195  =   0.99995476
 FE2719!SPC MO E     -   0.99999281  x   0.99995877  =   0.99995158
 FE2719!UTM  16      -   0.99999281  x   1.00049878  =   1.00049158
 FE2719!UTM  15      -   0.99999281  x   1.00050365  =   1.00049645
 FE2719
 FE2719                          SUPERSEDED SURVEY CONTROL
 FE2719
 FE2719  NAD 83(1997)-  35 59 53.11931(N)    089 59 45.40990(W) AD(       ) 2
 FE2719  NAD 83(1986)-  35 59 53.12815(N)    089 59 45.40744(W) AD(       ) 2
 FE2719  NAD 27      -  35 59 52.87270(N)    089 59 45.08520(W) AD(       ) 2
 FE2719
 FE2719.Superseded values are not recommended for survey control.
 FE2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2719.See file dsdata.txt to determine how the superseded data were derived.
 FE2719
 FE2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2993887889(NAD 83)
 FE2719_MARKER: DB = BENCH MARK DISK
 FE2719_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2719_SP_SET: METAL PIPE IN CONCRETE
 FE2719_STAMPING: B.M. 3/4
 FE2719_MARK LOGO: USE   
 FE2719_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2719+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1990
 FE2719
 FE2719  HISTORY     - Date     Condition        Report By
 FE2719  HISTORY     - UNK      MONUMENTED       USE
 FE2719  HISTORY     - 1955     GOOD             USE
 FE2719  HISTORY     - 19901109 SEE DESCRIPTION  NGS
 FE2719
 FE2719                          STATION DESCRIPTION
 FE2719
 FE2719'DESCRIBED BY US ENGINEERS 1955
 FE2719'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 61, STATE
 FE2719'ROUTE 18 AND STATE ROUTE 151 IN BLYTHEVILLE, GO WESTERLY ON
 FE2719'STATE ROUTES 18 AND 151 FOR 0.6 OF A MILE TO WHERE STATE ROUTE 18
 FE2719'CONTINUES STRAIGHT AHEAD, WEST, AND STATE ROUTE 151 TURNS RIGHT.
 FE2719'HERE TURN RIGHT ON STATE ROUTE 151 AND GO NORTH AND NORTHEAST FOR 3.3
 FE2719'MILES TO THE JUNCTION OF STATE ROUTE 181 (ENTRANCE TO BLYTHEVILLE
 FE2719'AIR FORCE BASE ON THE RIGHT AND A LARGE SCHOOL ON THE LEFT).  HERE
 FE2719'TURN LEFT ON STATE ROUTES 151 AND 181 AND GO WEST AND NORTHWEST
 FE2719'FOR 2.1 MILES TO WHERE STATE ROUTE 181 TURNS LEFT, CONTINUE NORTH-
 FE2719'NORTHWEST ON STATE ROUTE 151 FOR 1.3 MILES TO THE STATION ON THE LEFT
 FE2719'JUST SOUTH OF THE STATE LINE DRAINAGE DITCH.
 FE2719'
 FE2719'U.S.E. BM 3/4 IS 61 FEET NORTH OF THE SOUTHEAST FENCE CORNER POST OF
 FE2719'THE SMALL LOT, 53 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FE2719'GATE ON TOP OF THE LEVEE, 44 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 FE2719'CENTER OF THE LEVEE ROAD, AND NEAR THE TOE OF THE LEVEE.  IT IS A
 FE2719'U.S.E. BRASS CAP BOLTED TO THE TOP OF A 4-INCH CAST IRON PIPE ABOUT
 FE2719'1-FOOT BELOW THE GROUND LEVEL, AND THE DISK IS STAMPED B.M. 3/4.
 FE2719
 FE2719                          STATION RECOVERY (1990)
 FE2719
 FE2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2719'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1082 ***********************************************************************
 DK1082  DESIGNATION -  34 M BOLT
 DK1082  PID         -  DK1082
 DK1082  STATE/COUNTY-  AR/CHICOT
 DK1082  USGS QUAD   -  LUNA (1970)
 DK1082
 DK1082                         *CURRENT SURVEY CONTROL
 DK1082  ___________________________________________________________________
 DK1082* NAD 83(1986)-  33 22 40.     (N)    091 10 49.     (W)     SCALED    
 DK1082* NAVD 88     -        38.10   (+/-2cm)     125.0    (feet)  VERTCON   
 DK1082  ___________________________________________________________________
 DK1082  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK1082
 DK1082  VERT ORDER  -  ? (See Below)
 DK1082
 DK1082.The horizontal coordinates were scaled from a topographic map and have
 DK1082.an estimated accuracy of +/- 6 seconds.
 DK1082
 DK1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1082.The vertical order pertains to the NGVD 29 superseded value.
 DK1082
 DK1082.The geoid height was determined by GEOID03.
 DK1082
 DK1082;                    North         East    Units  Estimated Accuracy
 DK1082;SPC AR S     -   479,180.      476,280.      MT  (+/- 180 meters Scaled)
 DK1082
 DK1082                          SUPERSEDED SURVEY CONTROL
 DK1082
 DK1082  NGVD 29 (??/??/??)   38.171  (m)          125.23   (f) ADJUSTED    ?  
 DK1082
 DK1082.Superseded values are not recommended for survey control.
 DK1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1082.See file dsdata.txt to determine how the superseded data were derived.
 DK1082
 DK1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS692946(NAD 83)
 DK1082_MARKER: B = BOLT
 DK1082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1082
 DK1082  HISTORY     - Date     Condition        Report By
 DK1082  HISTORY     - UNK      MONUMENTED       DOD
 DK1082  HISTORY     - 1934     GOOD             CGS
 DK1082
 DK1082                          STATION DESCRIPTION
 DK1082
 DK1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1082'0.5 MI NE FROM LUNA.
 DK1082'1/2 MILE NORTHEAST ALONG A ROAD LEADING TO THE LEVEE FROM LUNA, CHICOT
 DK1082'COUNTY, THENCE ABOUT 1.2 MILES EAST ALONG THE LEVEE, ABOVE LEVEE
 DK1082'STATION 1900, IN THE YARD OF THE GALLILEE CHURCH, ABOUT 225 FEET FROM
 DK1082'THE LANDSIDE OF THE MAIN LEVEE, ABOUT 45 FEET NORTHWEST OF A
 DK1082'TRIANGULAR-BLAZED 10-INCH PECAN TREE, 20 FEET FROM THE SOUTHWEST
 DK1082'CORNER OF THE CHURCH, ON THE EAST SIDE OF A LANE LEADING NORTH TO THE
 DK1082'LEVEE FROM U.S. HIGHWAY 82, AND 5 FEET INSIDE OF A HEDGE ROW.  A
 DK1082'COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 DK1082'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 16 INCHES
 DK1082'ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 DK1082'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1083 ***********************************************************************
 DK1083  DESIGNATION -  34 M CAP
 DK1083  PID         -  DK1083
 DK1083  STATE/COUNTY-  AR/CHICOT
 DK1083  USGS QUAD   -  LUNA (1970)
 DK1083
 DK1083                         *CURRENT SURVEY CONTROL
 DK1083  ___________________________________________________________________
 DK1083* NAD 83(1986)-  33 22 40.     (N)    091 10 49.     (W)     SCALED    
 DK1083* NAVD 88     -        39.31   (+/-2cm)     129.0    (feet)  VERTCON   
 DK1083  ___________________________________________________________________
 DK1083  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK1083
 DK1083  VERT ORDER  -  ? (See Below)
 DK1083
 DK1083.The horizontal coordinates were scaled from a topographic map and have
 DK1083.an estimated accuracy of +/- 6 seconds.
 DK1083
 DK1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1083.The vertical order pertains to the NGVD 29 superseded value.
 DK1083
 DK1083.The geoid height was determined by GEOID03.
 DK1083
 DK1083;                    North         East    Units  Estimated Accuracy
 DK1083;SPC AR S     -   479,180.      476,280.      MT  (+/- 180 meters Scaled)
 DK1083
 DK1083                          SUPERSEDED SURVEY CONTROL
 DK1083
 DK1083  NGVD 29 (??/??/??)   39.384  (m)          129.21   (f) ADJUSTED    ?  
 DK1083
 DK1083.Superseded values are not recommended for survey control.
 DK1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1083.See file dsdata.txt to determine how the superseded data were derived.
 DK1083
 DK1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS692946(NAD 83)
 DK1083_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1083_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1083
 DK1083  HISTORY     - Date     Condition        Report By
 DK1083  HISTORY     - UNK      MONUMENTED       DOD
 DK1083  HISTORY     - 1934     GOOD             CGS
 DK1083
 DK1083                          STATION DESCRIPTION
 DK1083
 DK1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1083'0.5 MI NE FROM LUNA.
 DK1083'IS A PIPE STONE BENCH WITH BRASS CAP. LOCATED ON RIGHT BANK OF MISS.
 DK1083'RIVER, CHICOT CO., ARK., ABOUT 2 MILES BELOW LUNA LANDING, ABOVE LEVEE
 DK1083'STA. 1900, IN YARD OF AND A FEW FEET ABOVE GALLILEE CHURCH, 5 FEET
 DK1083'INSIDE OF HEDGE ROW ON EAST SIDE OF LANE RUNNING FROM STATE HWY. NO. 2
 DK1083'TO CHURCH, ABOUT 20 FEET FROM SOUTHWEST CORNER OF CHURCH, 225 FEET TO
 DK1083'LAND SIDE OF MAIN LEVEE, TOP OF PIPE IS 16 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1137 ***********************************************************************
 DK1137  DESIGNATION -  3400 A CAP
 DK1137  PID         -  DK1137
 DK1137  STATE/COUNTY-  AR/CHICOT
 DK1137  USGS QUAD   -  EMINENCE (1970)
 DK1137
 DK1137                         *CURRENT SURVEY CONTROL
 DK1137  ___________________________________________________________________
 DK1137* NAD 83(1986)-  33 07 39.     (N)    091 12 30.     (W)     SCALED    
 DK1137* NAVD 88     -        33.95   (+/-2cm)     111.4    (feet)  VERTCON   
 DK1137  ___________________________________________________________________
 DK1137  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK1137
 DK1137  VERT ORDER  -  ? (See Below)
 DK1137
 DK1137.The horizontal coordinates were scaled from a topographic map and have
 DK1137.an estimated accuracy of +/- 6 seconds.
 DK1137
 DK1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1137.The vertical order pertains to the NGVD 29 superseded value.
 DK1137
 DK1137.The geoid height was determined by GEOID03.
 DK1137
 DK1137;                    North         East    Units  Estimated Accuracy
 DK1137;SPC AR S     -   451,400.      473,880.      MT  (+/- 180 meters Scaled)
 DK1137
 DK1137                          SUPERSEDED SURVEY CONTROL
 DK1137
 DK1137  NGVD 29 (??/??/??)   34.028  (m)          111.64   (f) ADJUSTED    ?  
 DK1137
 DK1137.Superseded values are not recommended for survey control.
 DK1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1137.See file dsdata.txt to determine how the superseded data were derived.
 DK1137
 DK1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS671668(NAD 83)
 DK1137_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1137_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1137
 DK1137  HISTORY     - Date     Condition        Report By
 DK1137  HISTORY     - UNK      MONUMENTED       DOD
 DK1137  HISTORY     - 1934     GOOD             CGS
 DK1137
 DK1137                          STATION DESCRIPTION
 DK1137
 DK1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1137'1.5 MI N FROM GRAND LAKE.
 DK1137'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1137'OF THE MISS. RIVER, CHICOT CO., ARK., 1 1/2 MILES ABOVE GRAND LAKE
 DK1137'ARK., IN FIELD ON SOUTH BANK OF SMALL DITCH, ABOUT 25 FT. WEST OF
 DK1137'WHERE DITCH FORKS, ABOUT 500 FT. NORTH OF CHURCH, APPROX. 600 FT.
 DK1137'NORTH OF DIRT ROAD TO EUDORA, 852 FT. NORTHWEST OF LEVEE AT L.S. NO.
 DK1137'3400, ABOUT 500 FT. NORTHWEST OF TENANT HOUSE AND 600 FT. NORTH OF
 DK1137'RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1012 ***********************************************************************
 FG1012  DESIGNATION -  343
 FG1012  PID         -  FG1012
 FG1012  STATE/COUNTY-  AR/POPE
 FG1012  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1012
 FG1012                         *CURRENT SURVEY CONTROL
 FG1012  ___________________________________________________________________
 FG1012* NAD 83(1986)-  35 19 17.     (N)    093 12 25.     (W)     SCALED    
 FG1012* NAVD 88     -       104.470  (meters)     342.75   (feet)  ADJUSTED  
 FG1012  ___________________________________________________________________
 FG1012  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1012  DYNAMIC HT  -         104.370 (meters)     342.42  (feet)  COMP
 FG1012  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FG1012
 FG1012  VERT ORDER  -  FIRST     CLASS II
 FG1012
 FG1012.The horizontal coordinates were scaled from a topographic map and have
 FG1012.an estimated accuracy of +/- 6 seconds.
 FG1012
 FG1012.The orthometric height was determined by differential leveling
 FG1012.and adjusted by the National Geodetic Survey in June 1991..
 FG1012
 FG1012.The geoid height was determined by GEOID03.
 FG1012
 FG1012.The dynamic height is computed by dividing the NAVD 88
 FG1012.geopotential number by the normal gravity value computed on the
 FG1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1012.degrees latitude (g = 980.6199 gals.).
 FG1012
 FG1012.The modeled gravity was interpolated from observed gravity values.
 FG1012
 FG1012;                    North         East    Units  Estimated Accuracy
 FG1012;SPC AR N     -   110,290.      290,260.      MT  (+/- 180 meters Scaled)
 FG1012
 FG1012                          SUPERSEDED SURVEY CONTROL
 FG1012
 FG1012  NGVD 29 (??/??/92)  104.461  (m)          342.72   (f) ADJ UNCH    1 2
 FG1012
 FG1012.Superseded values are not recommended for survey control.
 FG1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1012.See file dsdata.txt to determine how the superseded data were derived.
 FG1012
 FG1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV811087(NAD 83)
 FG1012_MARKER: Q = CHISELED SQUARE
 FG1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1012_SP_SET: BRIDGE
 FG1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1012
 FG1012  HISTORY     - Date     Condition        Report By
 FG1012  HISTORY     - UNK      MONUMENTED       DOD
 FG1012  HISTORY     - 1932     GOOD             NGS
 FG1012  HISTORY     - 1959     GOOD             AEROS
 FG1012  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1012
 FG1012                          STATION DESCRIPTION
 FG1012
 FG1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1012'2.6 MI E FROM LONDON.
 FG1012'ON THE MISSOURI PACIFIC R. R. AT MILE POLE 422/ 32 POLES, IN W.
 FG1012'RETAINING WALL OF BRIDGE NO. 203, 4 FEET N. OF TRACK.  NOTE-- BRIDGE
 FG1012'IS NOW NUMBERED 4229.
 FG1012
 FG1012                          STATION RECOVERY (1959)
 FG1012
 FG1012'RECOVERY NOTE BY AERO SERVICE CORPORATION 1959
 FG1012'RECOVERED IN GOOD CONDITION.
 FG1012
 FG1012                          STATION RECOVERY (1984)
 FG1012
 FG1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1012'NOT RECOVERED, RETAINING WALL OF RAILROAD BRIDGE HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1608 ***********************************************************************
 EH1608  DESIGNATION -  34/35 REF
 EH1608  PID         -  EH1608
 EH1608  STATE/COUNTY-  AR/JEFFERSON
 EH1608  USGS QUAD   -  CADES (1975)
 EH1608
 EH1608                         *CURRENT SURVEY CONTROL
 EH1608  ___________________________________________________________________
 EH1608* NAD 83(1986)-  34 07 11.     (N)    091 34 43.     (W)     SCALED    
 EH1608* NAVD 88     -        55.764  (meters)     182.95   (feet)  ADJUSTED  
 EH1608  ___________________________________________________________________
 EH1608  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EH1608  DYNAMIC HT  -          55.709 (meters)     182.77  (feet)  COMP
 EH1608  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 EH1608
 EH1608  VERT ORDER  -  FIRST     CLASS II
 EH1608
 EH1608.The horizontal coordinates were scaled from a topographic map and have
 EH1608.an estimated accuracy of +/- 6 seconds.
 EH1608
 EH1608.The orthometric height was determined by differential leveling
 EH1608.and adjusted by the National Geodetic Survey in August 1993..
 EH1608
 EH1608.The geoid height was determined by GEOID03.
 EH1608
 EH1608.The dynamic height is computed by dividing the NAVD 88
 EH1608.geopotential number by the normal gravity value computed on the
 EH1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1608.degrees latitude (g = 980.6199 gals.).
 EH1608
 EH1608.The modeled gravity was interpolated from observed gravity values.
 EH1608
 EH1608;                    North         East    Units  Estimated Accuracy
 EH1608;SPC AR S     -   561,240.      438,870.      MT  (+/- 180 meters Scaled)
 EH1608
 EH1608                          SUPERSEDED SURVEY CONTROL
 EH1608
 EH1608  NAVD 88 (06/15/91)   55.805  (m)          183.09   (f) UNKNOWN     1 2
 EH1608  NGVD 29 (??/??/??)   55.852  (m)          183.24   (f) ADJUSTED    1 2
 EH1608
 EH1608.Superseded values are not recommended for survey control.
 EH1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1608.See file dsdata.txt to determine how the superseded data were derived.
 EH1608
 EH1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT310763(NAD 83)
 EH1608_MARKER: P = PIPE CAP
 EH1608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1608_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1608_STAMPING: B M REF 34/35
 EH1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1608
 EH1608  HISTORY     - Date     Condition        Report By
 EH1608  HISTORY     - UNK      MONUMENTED       DOD
 EH1608  HISTORY     - 1954     GOOD             CGS
 EH1608  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1608
 EH1608                          STATION DESCRIPTION
 EH1608
 EH1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1608'2.7 MI S FROM REYDEL.
 EH1608'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1608'THENCE 1.5 MILES SOUTH ALONG A GRADED DIRT ROAD, 90 FEET WEST OF THE
 EH1608'CENTER LINE OF A NORTH AND SOUTH ROAD, 180 FEET EAST OF THE EAST TOE
 EH1608'OF A LEVEE, 28.5 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD HOUSE,
 EH1608'11 FEET SOUTHEAST OF A 24 INCH ELM TREE, 1.5 FEET NORTH OF A WITNESS
 EH1608'POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.3 FEET ABOVE
 EH1608'THE GROUND.
 EH1608
 EH1608                          STATION RECOVERY (2003)
 EH1608
 EH1608'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1007 ***********************************************************************
 FG1007  DESIGNATION -  345
 FG1007  PID         -  FG1007
 FG1007  STATE/COUNTY-  AR/POPE
 FG1007  USGS QUAD   -  DELAWARE (1993)
 FG1007
 FG1007                         *CURRENT SURVEY CONTROL
 FG1007  ___________________________________________________________________
 FG1007* NAD 83(1986)-  35 19 36.     (N)    093 15 57.     (W)     SCALED    
 FG1007* NAVD 88     -       105.028  (meters)     344.58   (feet)  ADJUSTED  
 FG1007  ___________________________________________________________________
 FG1007  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 FG1007  DYNAMIC HT  -         104.929 (meters)     344.25  (feet)  COMP
 FG1007  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 FG1007
 FG1007  VERT ORDER  -  FIRST     CLASS II
 FG1007
 FG1007.The horizontal coordinates were scaled from a topographic map and have
 FG1007.an estimated accuracy of +/- 6 seconds.
 FG1007
 FG1007.The orthometric height was determined by differential leveling
 FG1007.and adjusted by the National Geodetic Survey in June 1991..
 FG1007
 FG1007.The geoid height was determined by GEOID03.
 FG1007
 FG1007.The dynamic height is computed by dividing the NAVD 88
 FG1007.geopotential number by the normal gravity value computed on the
 FG1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1007.degrees latitude (g = 980.6199 gals.).
 FG1007
 FG1007.The modeled gravity was interpolated from observed gravity values.
 FG1007
 FG1007;                    North         East    Units  Estimated Accuracy
 FG1007;SPC AR N     -   110,940.      284,920.      MT  (+/- 180 meters Scaled)
 FG1007
 FG1007                          SUPERSEDED SURVEY CONTROL
 FG1007
 FG1007  NGVD 29 (??/??/92)  105.017  (m)          344.54   (f) ADJ UNCH    1 2
 FG1007
 FG1007.Superseded values are not recommended for survey control.
 FG1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1007.See file dsdata.txt to determine how the superseded data were derived.
 FG1007
 FG1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV758093(NAD 83)
 FG1007_MARKER: Q = CHISELED SQUARE
 FG1007_SETTING: 0 = UNSPECIFIED SETTING
 FG1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1007
 FG1007  HISTORY     - Date     Condition        Report By
 FG1007  HISTORY     - UNK      MONUMENTED       DOD
 FG1007  HISTORY     - 1932     GOOD             NGS
 FG1007  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1007
 FG1007                          STATION DESCRIPTION
 FG1007
 FG1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1007'0.9 MI W FROM LONDON.
 FG1007'ON THE MISSOURI PACIFIC R. R. AT MILE POLE 426/ 12 1/2 POLES, IN CONC.
 FG1007'BRIDGE SEAT OF E. ABUTMENT OF BRIDGE NO. 214, 4 FEET S. OF TRACK.
 FG1007
 FG1007                          STATION RECOVERY (1984)
 FG1007
 FG1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1007'NOT SEARCHED FOR, PROPERTY POSTED, INACCESIBLE THIS DATE, IS POSSIBLE
 FG1007'THE MARK IS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1138 ***********************************************************************
 DK1138  DESIGNATION -  3450 A CAP
 DK1138  PID         -  DK1138
 DK1138  STATE/COUNTY-  AR/CHICOT
 DK1138  USGS QUAD   -  READLAND (1970)
 DK1138
 DK1138                         *CURRENT SURVEY CONTROL
 DK1138  ___________________________________________________________________
 DK1138* NAD 83(1986)-  33 06 50.     (N)    091 12 46.     (W)     SCALED    
 DK1138* NAVD 88     -        34.37   (+/-2cm)     112.8    (feet)  VERTCON   
 DK1138  ___________________________________________________________________
 DK1138  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DK1138
 DK1138  VERT ORDER  -  ? (See Below)
 DK1138
 DK1138.The horizontal coordinates were scaled from a topographic map and have
 DK1138.an estimated accuracy of +/- 6 seconds.
 DK1138
 DK1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1138.The vertical order pertains to the NGVD 29 superseded value.
 DK1138
 DK1138.The geoid height was determined by GEOID03.
 DK1138
 DK1138;                    North         East    Units  Estimated Accuracy
 DK1138;SPC AR S     -   449,890.      473,480.      MT  (+/- 180 meters Scaled)
 DK1138
 DK1138                          SUPERSEDED SURVEY CONTROL
 DK1138
 DK1138  NGVD 29 (??/??/??)   34.452  (m)          113.03   (f) ADJUSTED    ?  
 DK1138
 DK1138.Superseded values are not recommended for survey control.
 DK1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1138.See file dsdata.txt to determine how the superseded data were derived.
 DK1138
 DK1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS667653(NAD 83)
 DK1138_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1138
 DK1138  HISTORY     - Date     Condition        Report By
 DK1138  HISTORY     - UNK      MONUMENTED       DOD
 DK1138  HISTORY     - 1934     GOOD             CGS
 DK1138
 DK1138                          STATION DESCRIPTION
 DK1138
 DK1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1138'1.25 MI N FROM GRAND LAKE.
 DK1138'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1138'OF THE MISS. RIVER, CHICOT CO. ARK., 1 1/4 MILES ABOVE GRAVEL ROAD
 DK1138'THAT CROSSES LEVEE AT UPPER END OF GRAND LAKE, IN FIELD 632 FEET
 DK1138'NORTHWEST OF TENANT HOUSE, ABOUT 200 FEET WEST OF INTERSECTION OF 2
 DK1138'FIELD ROADS, AND 25 FEET NORTHWEST OF COTTON HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0251 ***********************************************************************
 FG0251  DESIGNATION -  35 BLS
 FG0251  PID         -  FG0251
 FG0251  STATE/COUNTY-  AR/CLEBURNE
 FG0251  USGS QUAD   -  BARNEY (1994)
 FG0251
 FG0251                         *CURRENT SURVEY CONTROL
 FG0251  ___________________________________________________________________
 FG0251* NAD 83(1986)-  35 22 19.     (N)    092 09 51.     (W)     SCALED    
 FG0251* NAVD 88     -       240.210  (meters)     788.09   (feet)  ADJUSTED  
 FG0251  ___________________________________________________________________
 FG0251  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FG0251  DYNAMIC HT  -         239.987 (meters)     787.36  (feet)  COMP
 FG0251  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FG0251
 FG0251  VERT ORDER  -  SECOND    CLASS 0
 FG0251
 FG0251.The horizontal coordinates were scaled from a topographic map and have
 FG0251.an estimated accuracy of +/- 6 seconds.
 FG0251
 FG0251.The orthometric height was determined by differential leveling
 FG0251.and adjusted by the National Geodetic Survey in June 1991..
 FG0251
 FG0251.The geoid height was determined by GEOID03.
 FG0251
 FG0251.The dynamic height is computed by dividing the NAVD 88
 FG0251.geopotential number by the normal gravity value computed on the
 FG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0251.degrees latitude (g = 980.6199 gals.).
 FG0251
 FG0251.The modeled gravity was interpolated from observed gravity values.
 FG0251
 FG0251;                    North         East    Units  Estimated Accuracy
 FG0251;SPC AR N     -   115,240.      385,080.      MT  (+/- 180 meters Scaled)
 FG0251
 FG0251                          SUPERSEDED SURVEY CONTROL
 FG0251
 FG0251  NGVD 29 (??/??/92)  240.163  (m)          787.93   (f) ADJ UNCH    2 0
 FG0251
 FG0251.Superseded values are not recommended for survey control.
 FG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0251.See file dsdata.txt to determine how the superseded data were derived.
 FG0251
 FG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV759146(NAD 83)
 FG0251_MARKER: DD = SURVEY DISK
 FG0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0251_STAMPING: 35 BLS 1960
 FG0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0251+STABILITY: SURFACE MOTION
 FG0251
 FG0251  HISTORY     - Date     Condition        Report By
 FG0251  HISTORY     - 1960     MONUMENTED       USGS
 FG0251  HISTORY     - 1967     GOOD             NGS
 FG0251
 FG0251                          STATION DESCRIPTION
 FG0251
 FG0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0251'3.1 MI E FROM QUITMAN.
 FG0251'IT IS 0.35 MILE NORTHEAST ALONG STATE HIGHWAY 25, THENCE 2.75 MILES
 FG0251'EAST ALONG STATE HIGHWAY 124, 52 FEET SOUTHWEST OF AN INTERSECTION, 48
 FG0251'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 28 FEET WEST OF THE CENTER OF
 FG0251'A DIRT ROAD, 10 FEET WEST OF A POWERLINE POLE, 1 FOOT NORTHWEST OF A
 FG0251'METAL WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 FG0251'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1086 ***********************************************************************
 DK1086  DESIGNATION -  35 M BOLT
 DK1086  PID         -  DK1086
 DK1086  STATE/COUNTY-  AR/CHICOT
 DK1086  USGS QUAD   -  RED LEAF (1970)
 DK1086
 DK1086                         *CURRENT SURVEY CONTROL
 DK1086  ___________________________________________________________________
 DK1086* NAD 83(1986)-  33 22 24.     (N)    091 08 30.     (W)     SCALED    
 DK1086* NAVD 88     -        36.67   (+/-2cm)     120.3    (feet)  VERTCON   
 DK1086  ___________________________________________________________________
 DK1086  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1086
 DK1086  VERT ORDER  -  ? (See Below)
 DK1086
 DK1086.The horizontal coordinates were scaled from a topographic map and have
 DK1086.an estimated accuracy of +/- 6 seconds.
 DK1086
 DK1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1086.The vertical order pertains to the NGVD 29 superseded value.
 DK1086
 DK1086.The geoid height was determined by GEOID03.
 DK1086
 DK1086;                    North         East    Units  Estimated Accuracy
 DK1086;SPC AR S     -   478,710.      479,870.      MT  (+/- 180 meters Scaled)
 DK1086
 DK1086                          SUPERSEDED SURVEY CONTROL
 DK1086
 DK1086  NGVD 29 (??/??/??)   36.733  (m)          120.51   (f) ADJUSTED    ?  
 DK1086
 DK1086.Superseded values are not recommended for survey control.
 DK1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1086.See file dsdata.txt to determine how the superseded data were derived.
 DK1086
 DK1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS728942(NAD 83)
 DK1086_MARKER: B = BOLT
 DK1086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1086_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1086
 DK1086  HISTORY     - Date     Condition        Report By
 DK1086  HISTORY     - UNK      MONUMENTED       DOD
 DK1086  HISTORY     - 1934     GOOD             CGS
 DK1086
 DK1086                          STATION DESCRIPTION
 DK1086
 DK1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1086'2.0 MI SW FROM LOWER LELAND LANDING.
 DK1086'2.0 MILES SOUTHWEST ALONG THE LEVEE FROM LOWER LELAND LANDING, CHICOT
 DK1086'COUNTY, ABOUT 5/8 MILE NORTH OF THE CROSSING OF U.S. HIGHWAY 82, ON
 DK1086'THE LELAND PLANTATION, IN A PASTURE AT THE EDGE OF A SMALL SWAMP,
 DK1086'ABOUT 658 FEET WEST OF THE MAIN LEVEE AT A POINT JUST ABOVE LEVEE
 DK1086'STATION 2050, ABOUT 525 FEET NORTH OF A CABIN, 577 FEET NORTHWEST OF
 DK1086'P.B.M. 76/C (U.S.E.), DESCRIBED BELOW, ABOUT 270 FEET NORTHEAST OF A
 DK1086'BRICK STACK OF AN OLD GIN, AND 36 FEET SOUTHEAST OF A
 DK1086'TRIANGULAR-BLAZED 50-INCH DOUBLE WILLOW TREE.  A COPPER BOLT, SET IN
 DK1086'THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 DK1086'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 DK1086'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1087 ***********************************************************************
 DK1087  DESIGNATION -  35 M CAP
 DK1087  PID         -  DK1087
 DK1087  STATE/COUNTY-  AR/CHICOT
 DK1087  USGS QUAD   -  RED LEAF (1970)
 DK1087
 DK1087                         *CURRENT SURVEY CONTROL
 DK1087  ___________________________________________________________________
 DK1087* NAD 83(1986)-  33 22 24.     (N)    091 08 30.     (W)     SCALED    
 DK1087* NAVD 88     -        37.88   (+/-2cm)     124.3    (feet)  VERTCON   
 DK1087  ___________________________________________________________________
 DK1087  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1087
 DK1087  VERT ORDER  -  ? (See Below)
 DK1087
 DK1087.The horizontal coordinates were scaled from a topographic map and have
 DK1087.an estimated accuracy of +/- 6 seconds.
 DK1087
 DK1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1087.The vertical order pertains to the NGVD 29 superseded value.
 DK1087
 DK1087.The geoid height was determined by GEOID03.
 DK1087
 DK1087;                    North         East    Units  Estimated Accuracy
 DK1087;SPC AR S     -   478,710.      479,870.      MT  (+/- 180 meters Scaled)
 DK1087
 DK1087                          SUPERSEDED SURVEY CONTROL
 DK1087
 DK1087  NGVD 29 (??/??/??)   37.947  (m)          124.50   (f) ADJUSTED    ?  
 DK1087
 DK1087.Superseded values are not recommended for survey control.
 DK1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1087.See file dsdata.txt to determine how the superseded data were derived.
 DK1087
 DK1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS728942(NAD 83)
 DK1087_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1087
 DK1087  HISTORY     - Date     Condition        Report By
 DK1087  HISTORY     - UNK      MONUMENTED       DOD
 DK1087  HISTORY     - 1934     GOOD             CGS
 DK1087
 DK1087                          STATION DESCRIPTION
 DK1087
 DK1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1087'2.0 MI SW FROM LOWER LELAND LANDING.
 DK1087'IS A PIPE STONE BENCH WITH BRASS CAP.  LOCATED ON RIGHT BANK OF MISS.
 DK1087'RIVER, CHICOT CO., ARK., ABOUT 1 1/2 MILES BELOW LOWER LELAND LANDING,
 DK1087'ABOUT 5/8 MILE BY LEVEE ABOVE INTERSECTION OF STATE HWY. NO. 2 WHICH
 DK1087'LEADS TO GREENVILLE FERRY, AND THE MAIN LEVEE, ON LELAND PLANTATION
 DK1087'AND ABOUT 525 FEET NORTH OF CABIN, IN PASTURE AT EDGE OF SMALL SWAMP,
 DK1087'658 FEET (WEST) TO LAND SIDE OF MAIN LEVEE AT A POINT JUST ABOVE LEVEE
 DK1087'STA. 2050.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1139 ***********************************************************************
 DK1139  DESIGNATION -  3500 A BOLT
 DK1139  PID         -  DK1139
 DK1139  STATE/COUNTY-  AR/CHICOT
 DK1139  USGS QUAD   -  READLAND (1970)
 DK1139
 DK1139                         *CURRENT SURVEY CONTROL
 DK1139  ___________________________________________________________________
 DK1139* NAD 83(1986)-  33 06 06.     (N)    091 12 48.     (W)     SCALED    
 DK1139* NAVD 88     -        34.71   (+/-2cm)     113.9    (feet)  VERTCON   
 DK1139  ___________________________________________________________________
 DK1139  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DK1139
 DK1139  VERT ORDER  -  ? (See Below)
 DK1139
 DK1139.The horizontal coordinates were scaled from a topographic map and have
 DK1139.an estimated accuracy of +/- 6 seconds.
 DK1139
 DK1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1139.The vertical order pertains to the NGVD 29 superseded value.
 DK1139
 DK1139.The geoid height was determined by GEOID03.
 DK1139
 DK1139;                    North         East    Units  Estimated Accuracy
 DK1139;SPC AR S     -   448,530.      473,440.      MT  (+/- 180 meters Scaled)
 DK1139
 DK1139                          SUPERSEDED SURVEY CONTROL
 DK1139
 DK1139  NGVD 29 (??/??/??)   34.788  (m)          114.13   (f) ADJUSTED    ?  
 DK1139
 DK1139.Superseded values are not recommended for survey control.
 DK1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1139.See file dsdata.txt to determine how the superseded data were derived.
 DK1139
 DK1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS667639(NAD 83)
 DK1139_MARKER: B = BOLT
 DK1139_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1139_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1139
 DK1139  HISTORY     - Date     Condition        Report By
 DK1139  HISTORY     - UNK      MONUMENTED       DOD
 DK1139  HISTORY     - 1934     GOOD             CGS
 DK1139
 DK1139                          STATION DESCRIPTION
 DK1139
 DK1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1139'0.3 MI NE FROM GRAND LAKE.
 DK1139'0.3 MILE NORTHEAST ALONG A ROAD LEADING TO GRAND LAKE LANDING FROM THE
 DK1139'JUNCTION OF U.S. HIGHWAY 65 AT GRAND LAKE, CHICOT COUNTY, THENCE ABOUT
 DK1139'0.6 MILE NORTH ALONG THE LEVEE, ABOUT 1,055 FEET NORTH OF THE CROSSING
 DK1139'OF A GRAVEL ROAD AT THE UPPER END OF GRAND LAKE, ABOUT 1,053 FEET
 DK1139'NORTHWEST OF LEVEE STATION 3500, ABOUT 400 FEET NORTHWEST OF A TENANT
 DK1139'HOUSE, 3 FEET EAST OF THE NORTHEAST CORNER OF A PICKET FENCE
 DK1139'SURROUNDING ANOTHER TENANT HOUSE, AND 10 FEET SOUTH OF THE CENTER LINE
 DK1139'OF A FIELD ROAD.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 DK1139'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 DK1139'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3687 ***********************************************************************
 DH3687  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3687  DESIGNATION -  3500W04
 DH3687  PID         -  DH3687
 DH3687  STATE/COUNTY-  AR/CRITTENDEN
 DH3687  USGS QUAD   -  EDMONDSON (1981)
 DH3687
 DH3687                         *CURRENT SURVEY CONTROL
 DH3687  ___________________________________________________________________
 DH3687* NAD 83(1997)-  35 00 06.37022(N)    090 20 17.61851(W)     ADJUSTED  
 DH3687* NAVD 88     -        61.53   (meters)     201.9    (feet)  GPS OBS   
 DH3687  ___________________________________________________________________
 DH3687  X           -     -30,875.479 (meters)                     COMP
 DH3687  Y           -  -5,230,251.269 (meters)                     COMP
 DH3687  Z           -   3,638,047.436 (meters)                     COMP
 DH3687  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 DH3687  ELLIP HEIGHT-          34.38  (meters)          (05/31/05) GPS OBS
 DH3687  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DH3687
 DH3687  HORZ ORDER  -  FIRST
 DH3687  ELLP ORDER  -  FOURTH    CLASS II
 DH3687
 DH3687.The horizontal coordinates were established by GPS observations
 DH3687.and adjusted by the National Geodetic Survey in May 2005..
 DH3687
 DH3687.The orthometric height was determined by GPS observations and a
 DH3687.high-resolution geoid model using precise GPS observation and
 DH3687.processing techniques.
 DH3687
 DH3687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3687
 DH3687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3687
 DH3687.The ellipsoidal height was determined by GPS observations
 DH3687.and is referenced to NAD 83.
 DH3687
 DH3687.The geoid height was determined by GEOID03.
 DH3687
 DH3687;                    North         East     Units Scale Factor Converg.
 DH3687;SPC AR N     -    75,437.763   551,687.781   MT  0.99998725   +0 58 01.1
 DH3687;SPC AR N     -   247,498.73  1,809,995.66   sFT  0.99998725   +0 58 01.1
 DH3687;UTM  15      - 3,876,477.242   742,916.053   MT  1.00032731   +1 31 39.2
 DH3687
 DH3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3687!SPC AR N     -   0.99999460  x   0.99998725  =   0.99998185
 DH3687!UTM  15      -   0.99999460  x   1.00032731  =   1.00032191
 DH3687
 DH3687                          SUPERSEDED SURVEY CONTROL
 DH3687
 DH3687.No superseded survey control is available for this station.
 DH3687
 DH3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4291676477(NAD 83)
 DH3687_MARKER: DD = SURVEY DISK
 DH3687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3687_STAMPING: 3500W04 2003
 DH3687_MARK LOGO: USACE 
 DH3687_PROJECTION: FLUSH
 DH3687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3687+STABILITY: SURFACE MOTION
 DH3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3687+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 DH3687
 DH3687  HISTORY     - Date     Condition        Report By
 DH3687  HISTORY     - 20030505 MONUMENTED       USACE
 DH3687  HISTORY     - 20030723 GOOD             EMCINC
 DH3687
 DH3687                          STATION DESCRIPTION
 DH3687
 DH3687'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3687'TO REACH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND ARKANSAS
 DH3687'STATE HIGHWAY 50,  LOCATED 4.5 MILES NORTHEAST OF HUGHES, ARKANSAS,
 DH3687'PROCESS NORTHEAST THEN EAST ALONG  ARKANSAS STATE HIGHWAY 50 FOR 4.2
 DH3687'MILES TO ITS INTERSECTION WITH HIGHWAY 147. TURN RIGHT  AND PROCEED
 DH3687'SOUTH ALONG HIGHWAY 147 FOR 1.6 MILES TO A GRAVELED FIELD ROAD AND THE
 DH3687'MARK ON THE RIGHT.  MARK IS LOCATED ON A 30-INCH BY 30-INCH CONCRETE
 DH3687'FOUNDATION THAT  ONCE SUPPORTED A GAS STATION SIGN.  MARK IS 35.2 FEET
 DH3687'WEST OF THE CENTERLINE OF HIGHWAY  147, 53.0 FEET SOUTH OF THE
 DH3687'CENTERLINE OF A GRAVEL ROAD, 1.8 FEET EAST OF A TWO AND  ONE-HALF INCH
 DH3687'IRON PIPE AND 2.0 FEET WEST OF A TWO AND ONE-HALF INCH IRON PIPE. A
 DH3687'U.S. ARMY  CORPS OF ENGINEERS BRASS DISK STAMPED 3500W04 SET FLUSH.
 DH3687'CONCRETE FOUNDATION  PROJECTS 6 INCHES ABOVE GROUND LEVEL. MARK IS 1.7
 DH3687'FEET NORTH OF A CARSONITE WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3688 ***********************************************************************
 DH3688  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3688  DESIGNATION -  3500W05
 DH3688  PID         -  DH3688
 DH3688  STATE/COUNTY-  AR/ST FRANCIS
 DH3688  USGS QUAD   -  HUGHES (1993)
 DH3688
 DH3688                         *CURRENT SURVEY CONTROL
 DH3688  ___________________________________________________________________
 DH3688* NAD 83(1997)-  34 59 39.86322(N)    090 25 02.57747(W)     ADJUSTED  
 DH3688* NAVD 88     -        59.70   (meters)     195.9    (feet)  GPS OBS   
 DH3688  ___________________________________________________________________
 DH3688  X           -     -38,104.547 (meters)                     COMP
 DH3688  Y           -  -5,230,670.673 (meters)                     COMP
 DH3688  Z           -   3,637,377.268 (meters)                     COMP
 DH3688  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 DH3688  ELLIP HEIGHT-          32.61  (meters)          (05/31/05) GPS OBS
 DH3688  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DH3688
 DH3688  HORZ ORDER  -  FIRST
 DH3688  ELLP ORDER  -  FOURTH    CLASS II
 DH3688
 DH3688.The horizontal coordinates were established by GPS observations
 DH3688.and adjusted by the National Geodetic Survey in May 2005..
 DH3688
 DH3688.The orthometric height was determined by GPS observations and a
 DH3688.high-resolution geoid model using precise GPS observation and
 DH3688.processing techniques.
 DH3688
 DH3688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3688
 DH3688.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3688
 DH3688.The ellipsoidal height was determined by GPS observations
 DH3688.and is referenced to NAD 83.
 DH3688
 DH3688.The geoid height was determined by GEOID03.
 DH3688
 DH3688;                    North         East     Units Scale Factor Converg.
 DH3688;SPC AR N     -    74,501.979   544,476.199   MT  0.99998855   +0 55 15.3
 DH3688;SPC AR N     -   244,428.58  1,786,335.66   sFT  0.99998855   +0 55 15.3
 DH3688;UTM  15      - 3,875,470.608   735,711.684   MT  1.00028481   +1 28 54.5
 DH3688
 DH3688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3688!SPC AR N     -   0.99999488  x   0.99998855  =   0.99998343
 DH3688!UTM  15      -   0.99999488  x   1.00028481  =   1.00027969
 DH3688
 DH3688                          SUPERSEDED SURVEY CONTROL
 DH3688
 DH3688.No superseded survey control is available for this station.
 DH3688
 DH3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3571275471(NAD 83)
 DH3688_MARKER: DD = SURVEY DISK
 DH3688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3688_STAMPING: 3500W05 2003
 DH3688_MARK LOGO: USACE 
 DH3688_PROJECTION: FLUSH
 DH3688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3688+STABILITY: SURFACE MOTION
 DH3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3688+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 DH3688
 DH3688  HISTORY     - Date     Condition        Report By
 DH3688  HISTORY     - 20030505 MONUMENTED       USACE
 DH3688  HISTORY     - 20030723 GOOD             EMCINC
 DH3688
 DH3688                          STATION DESCRIPTION
 DH3688
 DH3688'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3688'TO REACH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND ARKANSAS
 DH3688'STATE HIGHWAY 50,  LOCATED 4.5 MILES NORTHEAST OF HUGHES, ARKANSAS,
 DH3688'PROCESS SOUTHWEST ALONG U.S.  HIGHWAY 79 FOR 1.2 MILES TO A CULVERT
 DH3688'UNDER HIGHWAY AND THE MARK ON THE RIGHT. MARK IS  LOCATED ON THE SOUTH
 DH3688'END OF THE WEST HEADWALL OF A LARGE CONCRETE CULVERT UNDER  HIGHWAY
 DH3688'79. A U.S. ARMY CORPS OF ENGINEERS DISK STAMPED 3500W05 2003 SET
 DH3688'FLUSH, 30.6 FEET  WEST OF CENTERLINE OF HIGHWAY 79. MARK IS 1.0 FEET
 DH3688'NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3693 ***********************************************************************
 DH3693  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3693  DESIGNATION -  3530W01
 DH3693  PID         -  DH3693
 DH3693  STATE/COUNTY-  AR/MISSISSIPPI
 DH3693  USGS QUAD   -  PECAN POINT (1970)
 DH3693
 DH3693                         *CURRENT SURVEY CONTROL
 DH3693  ___________________________________________________________________
 DH3693* NAD 83(1997)-  35 29 58.29156(N)    090 04 53.84367(W)     ADJUSTED  
 DH3693* NAVD 88     -        70.72   (meters)     232.0    (feet)  GPS OBS   
 DH3693  ___________________________________________________________________
 DH3693  X           -      -7,405.718 (meters)                     COMP
 DH3693  Y           -  -5,198,471.619 (meters)                     COMP
 DH3693  Z           -   3,683,150.158 (meters)                     COMP
 DH3693  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 DH3693  ELLIP HEIGHT-          43.13  (meters)          (05/31/05) GPS OBS
 DH3693  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DH3693
 DH3693  HORZ ORDER  -  FIRST
 DH3693  ELLP ORDER  -  FOURTH    CLASS II
 DH3693
 DH3693.The horizontal coordinates were established by GPS observations
 DH3693.and adjusted by the National Geodetic Survey in May 2005..
 DH3693
 DH3693.The orthometric height was determined by GPS observations and a
 DH3693.high-resolution geoid model using precise GPS observation and
 DH3693.processing techniques.
 DH3693
 DH3693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3693
 DH3693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3693
 DH3693.The ellipsoidal height was determined by GPS observations
 DH3693.and is referenced to NAD 83.
 DH3693
 DH3693.The geoid height was determined by GEOID03.
 DH3693
 DH3693;                    North         East     Units Scale Factor Converg.
 DH3693;SPC AR N     -   131,074.295   574,032.207   MT  0.99993702   +1 06 58.7
 DH3693;SPC AR N     -   430,032.92  1,883,304.00   sFT  0.99993702   +1 06 58.7
 DH3693;UTM  15      - 3,932,357.683   764,715.766   MT  1.00046363   +1 41 44.4
 DH3693;UTM  16      - 3,932,808.463   220,472.156   MT  1.00056300   -1 47 26.3
 DH3693
 DH3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3693!SPC AR N     -   0.99999323  x   0.99993702  =   0.99993025
 DH3693!UTM  15      -   0.99999323  x   1.00046363  =   1.00045686
 DH3693!UTM  16      -   0.99999323  x   1.00056300  =   1.00055623
 DH3693
 DH3693                          SUPERSEDED SURVEY CONTROL
 DH3693
 DH3693.No superseded survey control is available for this station.
 DH3693
 DH3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6471632358(NAD 83)
 DH3693_MARKER: DD = SURVEY DISK
 DH3693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3693_STAMPING: 3530W01 2003
 DH3693_MARK LOGO: USACE 
 DH3693_PROJECTION: RECESSED 12 CENTIMETERS
 DH3693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3693+STABILITY: SURFACE MOTION
 DH3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3693+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 DH3693
 DH3693  HISTORY     - Date     Condition        Report By
 DH3693  HISTORY     - 20030505 MONUMENTED       USACE
 DH3693  HISTORY     - 20030721 GOOD             EMCINC
 DH3693
 DH3693                          STATION DESCRIPTION
 DH3693
 DH3693'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3693'TO REACH MARK FROM INTERSTATE 55 OVERPASS (EXIT 34, JOINER AND
 DH3693'TYRONZA EXIT) AT HIGHWAY  118, GO EAST ALONG HIGHWAY 118 FOR 5.6 MILES
 DH3693'TO MARK ON RIGHT. MARK IS LOCATED 76.7 FEET  WEST OF THE CENTERLINE OF
 DH3693'HIGHWAY 118, 9.8 FEET WEST OF A POWER POLE WITH METER BOX,  42.0 FEET
 DH3693'NORTHWEST OF TELEPHONE JUNCTION BOX 2719 AND 2.0 FEET EAST OF A
 DH3693'GUYWIRE TO  POLE AND CARSONITE WITNESS POST. A MEMPHIS CORPS OF
 DH3693'ENGINEERS ALUMINUM MAGNETIZED  DISK ATTACHED TO A 7-FOOT ALUMINUM ROD
 DH3693'UNDER AN ACCESS COVER. DISK AND ACCESS COVER  STAMPED 3530W01 2003.
 DH3693'DISK IS RECESSED 12 CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3694 ***********************************************************************
 DH3694  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3694  DESIGNATION -  3530W02
 DH3694  PID         -  DH3694
 DH3694  STATE/COUNTY-  AR/MISSISSIPPI
 DH3694  USGS QUAD   -  JOINER (1983)
 DH3694
 DH3694                         *CURRENT SURVEY CONTROL
 DH3694  ___________________________________________________________________
 DH3694* NAD 83(1997)-  35 30 14.72566(N)    090 09 40.22411(W)     ADJUSTED  
 DH3694* NAVD 88     -        68.56   (meters)     224.9    (feet)  GPS OBS   
 DH3694  ___________________________________________________________________
 DH3694  X           -     -14,622.494 (meters)                     COMP
 DH3694  Y           -  -5,198,160.362 (meters)                     COMP
 DH3694  Z           -   3,683,561.185 (meters)                     COMP
 DH3694  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DH3694  ELLIP HEIGHT-          40.88  (meters)          (05/31/05) GPS OBS
 DH3694  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DH3694
 DH3694  HORZ ORDER  -  FIRST
 DH3694  ELLP ORDER  -  FOURTH    CLASS II
 DH3694
 DH3694.The horizontal coordinates were established by GPS observations
 DH3694.and adjusted by the National Geodetic Survey in May 2005..
 DH3694
 DH3694.The orthometric height was determined by GPS observations and a
 DH3694.high-resolution geoid model using precise GPS observation and
 DH3694.processing techniques.
 DH3694
 DH3694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3694
 DH3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3694
 DH3694.The ellipsoidal height was determined by GPS observations
 DH3694.and is referenced to NAD 83.
 DH3694
 DH3694.The geoid height was determined by GEOID03.
 DH3694
 DH3694;                    North         East     Units Scale Factor Converg.
 DH3694;SPC AR N     -   131,442.975   566,806.941   MT  0.99993691   +1 04 12.0
 DH3694;SPC AR N     -   431,242.49  1,859,599.11   sFT  0.99993691   +1 04 12.0
 DH3694;UTM  15      - 3,932,653.420   757,483.502   MT  1.00041708   +1 38 58.5
 DH3694
 DH3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3694!SPC AR N     -   0.99999358  x   0.99993691  =   0.99993049
 DH3694!UTM  15      -   0.99999358  x   1.00041708  =   1.00041066
 DH3694
 DH3694                          SUPERSEDED SURVEY CONTROL
 DH3694
 DH3694.No superseded survey control is available for this station.
 DH3694
 DH3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5748432653(NAD 83)
 DH3694_MARKER: DD = SURVEY DISK
 DH3694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3694_STAMPING: 3530W02 2003
 DH3694_MARK LOGO: USACE 
 DH3694_PROJECTION: RECESSED 8 CENTIMETERS
 DH3694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3694+STABILITY: SURFACE MOTION
 DH3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3694+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 DH3694
 DH3694  HISTORY     - Date     Condition        Report By
 DH3694  HISTORY     - 20030505 MONUMENTED       USACE
 DH3694  HISTORY     - 20030721 GOOD             EMCINC
 DH3694
 DH3694                          STATION DESCRIPTION
 DH3694
 DH3694'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3694'TO REACH MARK FROM INTERSTATE 55 OVERPASS (EXIT 34, JOINER-TYRONZA
 DH3694'EXIT) AT HIGHWAY 118,  GO EAST ALONG HIGHWAY 118 FOR 1.0 MILES TO
 DH3694'MISSISSIPPI COUNTY ROAD S243. TURN RIGHT, GO  SOUTH FOR 0.4 MILES TO
 DH3694'MARK ON LEFT AT THE ENTRY TO A SEWAGE LAGOON. MARK IS LOCATED  38.3
 DH3694'FEET EAST OF THE CENTERLINE OF COUNTY ROAD S243, 82.3 FEET SOUTHEAST
 DH3694'OF A POWER  POLE, 8.2 FEET EAST OF THE EAST CORNER GATE POST OF A
 DH3694'CHAIN LINK FENCE AROUND LAGOON AND  2.0 FEET NORTH OF A FENCE AND
 DH3694'CARSONITE WITNESS POST. A MEMPHIS CORPS OF ENGINEERS  ALUMINUM
 DH3694'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS
 DH3694'COVER.  DISK AND ACCESS COVER STAMPED 3530W02 2003. DISK IS RECESSED 8
 DH3694'CENTIMETERS UNDER  ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3695 ***********************************************************************
 DH3695  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3695  DESIGNATION -  3530W03
 DH3695  PID         -  DH3695
 DH3695  STATE/COUNTY-  AR/MISSISSIPPI
 DH3695  USGS QUAD   -  TYRONZA (1974)
 DH3695
 DH3695                         *CURRENT SURVEY CONTROL
 DH3695  ___________________________________________________________________
 DH3695* NAD 83(1997)-  35 29 31.91507(N)    090 15 01.63118(W)     ADJUSTED  
 DH3695* NAVD 88     -        69.10   (meters)     226.7    (feet)  GPS OBS   
 DH3695  ___________________________________________________________________
 DH3695  X           -     -22,725.730 (meters)                     COMP
 DH3695  Y           -  -5,198,897.804 (meters)                     COMP
 DH3695  Z           -   3,682,487.298 (meters)                     COMP
 DH3695  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DH3695  ELLIP HEIGHT-          41.37  (meters)          (05/31/05) GPS OBS
 DH3695  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DH3695
 DH3695  HORZ ORDER  -  FIRST
 DH3695  ELLP ORDER  -  FOURTH    CLASS II
 DH3695
 DH3695.The horizontal coordinates were established by GPS observations
 DH3695.and adjusted by the National Geodetic Survey in May 2005..
 DH3695
 DH3695.The orthometric height was determined by GPS observations and a
 DH3695.high-resolution geoid model using precise GPS observation and
 DH3695.processing techniques.
 DH3695
 DH3695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3695
 DH3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3695
 DH3695.The ellipsoidal height was determined by GPS observations
 DH3695.and is referenced to NAD 83.
 DH3695
 DH3695.The geoid height was determined by GEOID03.
 DH3695
 DH3695;                    North         East     Units Scale Factor Converg.
 DH3695;SPC AR N     -   129,976.294   558,732.352   MT  0.99993722   +1 01 05.0
 DH3695;SPC AR N     -   426,430.56  1,833,107.72   sFT  0.99993722   +1 01 05.0
 DH3695;UTM  15      - 3,931,104.464   749,420.492   MT  1.00036671   +1 35 49.9
 DH3695
 DH3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3695!SPC AR N     -   0.99999351  x   0.99993722  =   0.99993073
 DH3695!UTM  15      -   0.99999351  x   1.00036671  =   1.00036021
 DH3695
 DH3695                          SUPERSEDED SURVEY CONTROL
 DH3695
 DH3695.No superseded survey control is available for this station.
 DH3695
 DH3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4942031104(NAD 83)
 DH3695_MARKER: DD = SURVEY DISK
 DH3695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3695_STAMPING: 3530W03 2003
 DH3695_MARK LOGO: USACE 
 DH3695_PROJECTION: RECESSED 8 CENTIMETERS
 DH3695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3695+STABILITY: SURFACE MOTION
 DH3695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3695+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 DH3695
 DH3695  HISTORY     - Date     Condition        Report By
 DH3695  HISTORY     - 20030505 MONUMENTED       USACE
 DH3695  HISTORY     - 20030722 GOOD             EMCINC
 DH3695
 DH3695                          STATION DESCRIPTION
 DH3695
 DH3695'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3695'TO REACH MARK FROM INTERSTATE 55 OVERPASS (EXIT 34, JOINER-TYRONZA
 DH3695'EXIT) AT HIGHWAY 118,  GO WEST ALONG HIGHWAY 118 FOR 4.2 MILES TO
 DH3695'INERSECTION OF HIGHWAY 77. TURN LEFT, GO  SOUTH FOR 1.8 MILES TO MARK
 DH3695'ON LEFT AT MISSISSIPPI COUNTY ROAD S91. MARK IS LOCATED 41.0  FEET
 DH3695'EAST OF CENTERLINE OF HIGHWAY 77, 24.0 FEET NORTH OF THE CENTERLINE OF
 DH3695'COUNTY ROAD  S91, 81.8 FEET SOUTHWEST OF A POWER POLE, 6.7 FEET WEST
 DH3695'OF COUNTY ROAD S91 SIGN AND 1.0  FEET WEST OF A CARSONITE WITNESS
 DH3695'POST. A MEMPHIS CORPS OF ENGINEERS ALUMINUM  MAGNETIZED DISK ATTACHED
 DH3695'TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND  ACCESS COVER
 DH3695'STAMPED 3530W03 2003. DISK IS RECESSED 8 CENTIMETERS UNDER ACCESS
 DH3695'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3696 ***********************************************************************
 DH3696  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3696  DESIGNATION -  3530W04
 DH3696  PID         -  DH3696
 DH3696  STATE/COUNTY-  AR/POINSETT
 DH3696  USGS QUAD   -  TYRONZA (1974)
 DH3696
 DH3696                         *CURRENT SURVEY CONTROL
 DH3696  ___________________________________________________________________
 DH3696* NAD 83(1997)-  35 29 51.89734(N)    090 19 21.54660(W)     ADJUSTED  
 DH3696* NAVD 88     -        65.83   (meters)     216.0    (feet)  GPS OBS   
 DH3696  ___________________________________________________________________
 DH3696  X           -     -29,274.841 (meters)                     COMP
 DH3696  Y           -  -5,198,504.788 (meters)                     COMP
 DH3696  Z           -   3,682,986.788 (meters)                     COMP
 DH3696  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DH3696  ELLIP HEIGHT-          38.08  (meters)          (05/31/05) GPS OBS
 DH3696  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DH3696
 DH3696  HORZ ORDER  -  FIRST
 DH3696  ELLP ORDER  -  FOURTH    CLASS II
 DH3696
 DH3696.The horizontal coordinates were established by GPS observations
 DH3696.and adjusted by the National Geodetic Survey in May 2005..
 DH3696
 DH3696.The orthometric height was determined by GPS observations and a
 DH3696.high-resolution geoid model using precise GPS observation and
 DH3696.processing techniques.
 DH3696
 DH3696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3696
 DH3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3696
 DH3696.The ellipsoidal height was determined by GPS observations
 DH3696.and is referenced to NAD 83.
 DH3696
 DH3696.The geoid height was determined by GEOID03.
 DH3696
 DH3696;                    North         East     Units Scale Factor Converg.
 DH3696;SPC AR N     -   130,478.016   552,172.086   MT  0.99993707   +0 58 33.8
 DH3696;SPC AR N     -   428,076.62  1,811,584.59   sFT  0.99993707   +0 58 33.8
 DH3696;UTM  15      - 3,931,540.018   742,852.799   MT  1.00032685   +1 33 19.5
 DH3696
 DH3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3696!SPC AR N     -   0.99999402  x   0.99993707  =   0.99993109
 DH3696!UTM  15      -   0.99999402  x   1.00032685  =   1.00032087
 DH3696
 DH3696                          SUPERSEDED SURVEY CONTROL
 DH3696
 DH3696.No superseded survey control is available for this station.
 DH3696
 DH3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4285331540(NAD 83)
 DH3696_MARKER: DD = SURVEY DISK
 DH3696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3696_STAMPING: 3530W04 2003
 DH3696_MARK LOGO: USACE 
 DH3696_PROJECTION: RECESSED 6 CENTIMETERS
 DH3696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3696+STABILITY: SURFACE MOTION
 DH3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3696+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 DH3696
 DH3696  HISTORY     - Date     Condition        Report By
 DH3696  HISTORY     - 20030505 MONUMENTED       USACE
 DH3696  HISTORY     - 20030722 GOOD             EMCINC
 DH3696
 DH3696                          STATION DESCRIPTION
 DH3696
 DH3696'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3696'TO REACH MARK FROM INTERSECTION OF HIGHWAYS 63 AND 135 (1.5 MILES EAST
 DH3696'OF TYRONZA) GO  NORTH ALONG HIGHWAY 135 FOR 1.9 MILES TO FIELD ROAD
 DH3696'AND THE MARK ON THE RIGHT. MARK IS  LOCATED 72.0 FEET EAST OF THE
 DH3696'CENTERLINE OF HIGHWAY 135 46.0 FEET NORTH OF THE  CENTERLINE OF FIELD
 DH3696'ROAD, 9.2 FEET EAST OF POWER POLE 2561R 75QR, 42.6 FEET WEST
 DH3696'NORTHWEST OF A POWER POLE AND 1.5 FEET SOUTH OF A GUYWIRE AND
 DH3696'CARSONITE WITNESS  POST. A MEMPHIS CORPS OF ENGINEERS ALUMINUM
 DH3696'MAGNETIZED DISK ATTACHED TO A 7-FOOT  ALUMINUM ROD UNDER AN ACCESS
 DH3696'COVER. DISK AND ACCESS COVER STAMPED 3530W04 2003. MARK  IS RECESSED 6
 DH3696'CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3697 ***********************************************************************
 DH3697  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3697  DESIGNATION -  3530W05
 DH3697  PID         -  DH3697
 DH3697  STATE/COUNTY-  AR/POINSETT
 DH3697  USGS QUAD   -  JOYLAND (1992)
 DH3697
 DH3697                         *CURRENT SURVEY CONTROL
 DH3697  ___________________________________________________________________
 DH3697* NAD 83(1997)-  35 29 53.60998(N)    090 24 45.80232(W)     ADJUSTED  
 DH3697* NAVD 88     -        64.83   (meters)     212.7    (feet)  GPS OBS   
 DH3697  ___________________________________________________________________
 DH3697  X           -     -37,446.812 (meters)                     COMP
 DH3697  Y           -  -5,198,420.864 (meters)                     COMP
 DH3697  Z           -   3,683,029.168 (meters)                     COMP
 DH3697  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DH3697  ELLIP HEIGHT-          37.06  (meters)          (05/31/05) GPS OBS
 DH3697  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DH3697
 DH3697  HORZ ORDER  -  FIRST
 DH3697  ELLP ORDER  -  FOURTH    CLASS II
 DH3697
 DH3697.The horizontal coordinates were established by GPS observations
 DH3697.and adjusted by the National Geodetic Survey in May 2005..
 DH3697
 DH3697.The orthometric height was determined by GPS observations and a
 DH3697.high-resolution geoid model using precise GPS observation and
 DH3697.processing techniques.
 DH3697
 DH3697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3697
 DH3697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3697
 DH3697.The ellipsoidal height was determined by GPS observations
 DH3697.and is referenced to NAD 83.
 DH3697
 DH3697.The geoid height was determined by GEOID03.
 DH3697
 DH3697;                    North         East     Units Scale Factor Converg.
 DH3697;SPC AR N     -   130,395.324   544,000.554   MT  0.99993706   +0 55 25.1
 DH3697;SPC AR N     -   427,805.33  1,784,775.15   sFT  0.99993706   +0 55 25.1
 DH3697;UTM  15      - 3,931,374.636   734,679.535   MT  1.00027875   +1 30 11.0
 DH3697
 DH3697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3697!SPC AR N     -   0.99999418  x   0.99993706  =   0.99993124
 DH3697!UTM  15      -   0.99999418  x   1.00027875  =   1.00027293
 DH3697
 DH3697                          SUPERSEDED SURVEY CONTROL
 DH3697
 DH3697.No superseded survey control is available for this station.
 DH3697
 DH3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3468031375(NAD 83)
 DH3697_MARKER: DD = SURVEY DISK
 DH3697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3697_STAMPING: 3530W05 2003
 DH3697_MARK LOGO: USACE 
 DH3697_PROJECTION: RECESSED 10 CENTIMETERS
 DH3697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3697+STABILITY: SURFACE MOTION
 DH3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3697+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 DH3697
 DH3697  HISTORY     - Date     Condition        Report By
 DH3697  HISTORY     - 20030505 MONUMENTED       USACE
 DH3697  HISTORY     - 20020722 GOOD             EMCINC
 DH3697
 DH3697                          STATION DESCRIPTION
 DH3697
 DH3697'DESCRIBED BY EMC INCORPORATED 2002 (MG)
 DH3697'TO REACH MARK FROM INTERSECTION OF HIGHWAYS 63 AND 149 AT MARKED TREE,
 DH3697'GO SOUTH ALONG  HIGHWAY 149 FOR 1.5 MILES TO MARK ON RIGHT AT
 DH3697'TELEPHONE JUNCTION BOX. MARK IS LOCATED  46.5 FEET WEST OF THE
 DH3697'CENTERLINE OF HIGHWAY 149, 166.3 FEET SOUTH, SOUTHWEST OF A POWER
 DH3697'POLE, 60.4 FEET SOUTH OF THE SOUTH END OF A GALVANIZED CULVERT UNDER A
 DH3697'FIELD ENTRANCE  AND 3.0 FEET NORTH, NORTHWEST OF A TELEPHONE JUNCTION
 DH3697'BOX. A MEMPHIS CORPS OF  ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED
 DH3697'TO A 7 FOOT ALUMINUM ROD UNDER AN  ACCESS COVER. DISK AND ACCESS COVER
 DH3697'STAMPED 3530W05 2003. DISK IS RECESSED 10  CENTIMETERS UNDER ACCESS
 DH3697'COVER. MARK IS 2.0 FEET NORTHWEST OF A CARSONITE WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0989 ***********************************************************************
 DL0989  DESIGNATION -  356
 DL0989  PID         -  DL0989
 DL0989  STATE/COUNTY-  AR/HEMPSTEAD
 DL0989  USGS QUAD   -  HOPE (1978)
 DL0989
 DL0989                         *CURRENT SURVEY CONTROL
 DL0989  ___________________________________________________________________
 DL0989* NAD 83(1986)-  33 40 03.     (N)    093 35 30.     (W)     SCALED    
 DL0989* NAVD 88     -       108.971  (meters)     357.52   (feet)  ADJUSTED  
 DL0989  ___________________________________________________________________
 DL0989  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL0989  DYNAMIC HT  -         108.856 (meters)     357.14  (feet)  COMP
 DL0989  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DL0989
 DL0989  VERT ORDER  -  SECOND    CLASS 0
 DL0989
 DL0989.The horizontal coordinates were scaled from a topographic map and have
 DL0989.an estimated accuracy of +/- 6 seconds.
 DL0989
 DL0989.The orthometric height was determined by differential leveling
 DL0989.and adjusted by the National Geodetic Survey in June 1991..
 DL0989
 DL0989.The geoid height was determined by GEOID03.
 DL0989
 DL0989.The dynamic height is computed by dividing the NAVD 88
 DL0989.geopotential number by the normal gravity value computed on the
 DL0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0989.degrees latitude (g = 980.6199 gals.).
 DL0989
 DL0989.The modeled gravity was interpolated from observed gravity values.
 DL0989
 DL0989;                    North         East    Units  Estimated Accuracy
 DL0989;SPC AR S     -   512,150.      252,400.      MT  (+/- 180 meters Scaled)
 DL0989
 DL0989                          SUPERSEDED SURVEY CONTROL
 DL0989
 DL0989  NGVD 29 (??/??/92)  108.980  (m)          357.55   (f) ADJ UNCH    2 0
 DL0989
 DL0989.Superseded values are not recommended for survey control.
 DL0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0989.See file dsdata.txt to determine how the superseded data were derived.
 DL0989
 DL0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT451254(NAD 83)
 DL0989_MARKER: DB = BENCH MARK DISK
 DL0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0989_SP_SET: BUILDING
 DL0989_STAMPING: H.S. 356
 DL0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0989
 DL0989  HISTORY     - Date     Condition        Report By
 DL0989  HISTORY     - UNK      MONUMENTED       USGS
 DL0989  HISTORY     - 1935     GOOD             NGS
 DL0989  HISTORY     - 1963     POOR             NGS
 DL0989
 DL0989                          STATION DESCRIPTION
 DL0989
 DL0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0989'IN HOPE.
 DL0989'VERTICAL ALUMINUM TABLET IN NORTH FACE OF CORNER STONE OF HEMPSTEAD
 DL0989'COUNTY BANK.  40.4 FEET SOUTHWEST OF CENTERLINE OF MAIN STREET.  31.5
 DL0989'FEET SOUTHEAST OF CENTERLINE OF SECOND STREET.  4.7 FEET NORTHEAST OF
 DL0989'CENTERLINE OF MAIN ENTRANCE.  2.9 FEET ABOVE SIDEWALK.  NOTE-- PART OF
 DL0989'THE DISK HAS BEEN BROKEN OFF.  THE BUILDING IN WHICH THE MARK IS SET
 DL0989'IS NOW USED AS A MENS CLOTHING STORE.
 DL0989
 DL0989                          STATION RECOVERY (1963)
 DL0989
 DL0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0989'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2178 ***********************************************************************
 EH2178  DESIGNATION -  36 A
 EH2178  PID         -  EH2178
 EH2178  STATE/COUNTY-  AR/LONOKE
 EH2178  USGS QUAD   -  CARLISLE (1994)
 EH2178
 EH2178                         *CURRENT SURVEY CONTROL
 EH2178  ___________________________________________________________________
 EH2178* NAD 83(1986)-  34 47 09.     (N)    091 41 52.     (W)     SCALED    
 EH2178* NAVD 88     -        73.408  (meters)     240.84   (feet)  ADJUSTED  
 EH2178  ___________________________________________________________________
 EH2178  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2178  DYNAMIC HT  -          73.339 (meters)     240.61  (feet)  COMP
 EH2178  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 EH2178
 EH2178  VERT ORDER  -  FIRST     CLASS II
 EH2178
 EH2178.The horizontal coordinates were scaled from a topographic map and have
 EH2178.an estimated accuracy of +/- 6 seconds.
 EH2178
 EH2178.The orthometric height was determined by differential leveling
 EH2178.and adjusted by the National Geodetic Survey in June 1991..
 EH2178
 EH2178.The geoid height was determined by GEOID03.
 EH2178
 EH2178.The dynamic height is computed by dividing the NAVD 88
 EH2178.geopotential number by the normal gravity value computed on the
 EH2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2178.degrees latitude (g = 980.6199 gals.).
 EH2178
 EH2178.The modeled gravity was interpolated from observed gravity values.
 EH2178
 EH2178;                    North         East    Units  Estimated Accuracy
 EH2178;SPC AR S     -   635,090.      427,660.      MT  (+/- 180 meters Scaled)
 EH2178
 EH2178                          SUPERSEDED SURVEY CONTROL
 EH2178
 EH2178  NGVD 29 (??/??/??)   73.418  (m)          240.87   (f) ADJUSTED    1 2
 EH2178
 EH2178.Superseded values are not recommended for survey control.
 EH2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2178.See file dsdata.txt to determine how the superseded data were derived.
 EH2178
 EH2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU191500(NAD 83)
 EH2178_MARKER: Q = CHISELED SQUARE
 EH2178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2178_SP_SET: IRRIGATION WELL
 EH2178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2178
 EH2178  HISTORY     - Date     Condition        Report By
 EH2178  HISTORY     - UNK      MONUMENTED       USGS
 EH2178  HISTORY     - 1954     GOOD             CGS
 EH2178
 EH2178                          STATION DESCRIPTION
 EH2178
 EH2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2178'3.05 MI E FROM CARLISLE.
 EH2178'2.75 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2178'FROM THE STATION AT CARLISLE, THENCE 0.3 MILE NORTH ALONG A GRADED
 EH2178'DIRT ROAD, ACROSS THE ROAD FROM A WHITE FARMHOUSE, 53 FEET WEST OF THE
 EH2178'CENTER LINE OF THE ROAD, 32 FEET WEST OF A POWER POLE, 0.6 FOOT ABOVE
 EH2178'THE GROUND, ON THE SOUTH EDGE OF THE FLANGE OF A PUMP OF A 24 INCH
 EH2178'IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0252 ***********************************************************************
 FG0252  DESIGNATION -  36 BLS
 FG0252  PID         -  FG0252
 FG0252  STATE/COUNTY-  AR/CLEBURNE
 FG0252  USGS QUAD   -  BARNEY (1994)
 FG0252
 FG0252                         *CURRENT SURVEY CONTROL
 FG0252  ___________________________________________________________________
 FG0252* NAD 83(1986)-  35 22 14.     (N)    092 08 43.     (W)     SCALED    
 FG0252* NAVD 88     -       261.773  (meters)     858.83   (feet)  ADJUSTED  
 FG0252  ___________________________________________________________________
 FG0252  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FG0252  DYNAMIC HT  -         261.529 (meters)     858.03  (feet)  COMP
 FG0252  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FG0252
 FG0252  VERT ORDER  -  SECOND    CLASS 0
 FG0252
 FG0252.The horizontal coordinates were scaled from a topographic map and have
 FG0252.an estimated accuracy of +/- 6 seconds.
 FG0252
 FG0252.The orthometric height was determined by differential leveling
 FG0252.and adjusted by the National Geodetic Survey in June 1991..
 FG0252
 FG0252.The geoid height was determined by GEOID03.
 FG0252
 FG0252.The dynamic height is computed by dividing the NAVD 88
 FG0252.geopotential number by the normal gravity value computed on the
 FG0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0252.degrees latitude (g = 980.6199 gals.).
 FG0252
 FG0252.The modeled gravity was interpolated from observed gravity values.
 FG0252
 FG0252;                    North         East    Units  Estimated Accuracy
 FG0252;SPC AR N     -   115,080.      386,800.      MT  (+/- 180 meters Scaled)
 FG0252
 FG0252                          SUPERSEDED SURVEY CONTROL
 FG0252
 FG0252  NGVD 29 (??/??/92)  261.723  (m)          858.67   (f) ADJ UNCH    2 0
 FG0252
 FG0252.Superseded values are not recommended for survey control.
 FG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0252.See file dsdata.txt to determine how the superseded data were derived.
 FG0252
 FG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV776144(NAD 83)
 FG0252_MARKER: DB = BENCH MARK DISK
 FG0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0252_STAMPING: 36 BLS 1960
 FG0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0252+STABILITY: SURFACE MOTION
 FG0252
 FG0252  HISTORY     - Date     Condition        Report By
 FG0252  HISTORY     - 1960     MONUMENTED       USGS
 FG0252  HISTORY     - 1967     GOOD             NGS
 FG0252
 FG0252                          STATION DESCRIPTION
 FG0252
 FG0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0252'4.9 MI W FROM ROSE BUD.
 FG0252'IT IS 1.0 MILE WEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN
 FG0252'ROSE BUD, THENCE 3.9 MILES WEST ALONG STATE HIGHWAY 124, 51 FEET SOUTH
 FG0252'OF THE CENTER OF THE HIGHWAY, 3 FEET WEST OF A POWERLINE POLE, 0.05
 FG0252'MILE EAST OF BENCH MARK C 207 AND SET IN THE TOP OF A 6 INCH SQUARE
 FG0252'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1090 ***********************************************************************
 DK1090  DESIGNATION -  36 M BOLT
 DK1090  PID         -  DK1090
 DK1090  STATE/COUNTY-  AR/CHICOT
 DK1090  USGS QUAD   -  RED LEAF (1970)
 DK1090
 DK1090                         *CURRENT SURVEY CONTROL
 DK1090  ___________________________________________________________________
 DK1090* NAD 83(1986)-  33 21 10.     (N)    091 11 23.     (W)     SCALED    
 DK1090* NAVD 88     -        37.92   (+/-2cm)     124.4    (feet)  VERTCON   
 DK1090  ___________________________________________________________________
 DK1090  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1090
 DK1090  VERT ORDER  -  ? (See Below)
 DK1090
 DK1090.The horizontal coordinates were scaled from a topographic map and have
 DK1090.an estimated accuracy of +/- 6 seconds.
 DK1090
 DK1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1090.The vertical order pertains to the NGVD 29 superseded value.
 DK1090
 DK1090.The geoid height was determined by GEOID03.
 DK1090
 DK1090;                    North         East    Units  Estimated Accuracy
 DK1090;SPC AR S     -   476,400.      475,420.      MT  (+/- 180 meters Scaled)
 DK1090
 DK1090                          SUPERSEDED SURVEY CONTROL
 DK1090
 DK1090  NGVD 29 (??/??/??)   37.989  (m)          124.64   (f) ADJUSTED    ?  
 DK1090
 DK1090.Superseded values are not recommended for survey control.
 DK1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1090.See file dsdata.txt to determine how the superseded data were derived.
 DK1090
 DK1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS684918(NAD 83)
 DK1090_MARKER: B = BOLT
 DK1090_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1090_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1090
 DK1090  HISTORY     - Date     Condition        Report By
 DK1090  HISTORY     - UNK      MONUMENTED       DOD
 DK1090  HISTORY     - 1934     GOOD             CGS
 DK1090
 DK1090                          STATION DESCRIPTION
 DK1090
 DK1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1090'1.5 MI NW FROM VAUCLUSE LANDING.
 DK1090'1-1/2 MILES NORTHWEST ALONG THE LEVEE FROM VAUCLUSE LANDING, CHICOT
 DK1090'COUNTY, AT THE NORTHEAST END OF LAKE CHICOT, ON THE TOP BANK, ABOUT
 DK1090'1,800 FEET ABOVE LEVEE PIPE 2250, ABOUT 400 FEET WEST OF THE CREST OF
 DK1090'THE LEVEE AT A POINT ABOUT 600 FEET BELOW A PROMINENT ANGLE, AND 16
 DK1090'FEET NORTHEAST OF A TRIANGULAR-BLAZED 30-INCH PECAN TREE.  A COPPER
 DK1090'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 DK1090'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 14 INCHES ABOVE
 DK1090'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1091 ***********************************************************************
 DK1091  DESIGNATION -  36 M CAP
 DK1091  PID         -  DK1091
 DK1091  STATE/COUNTY-  AR/CHICOT
 DK1091  USGS QUAD   -  RED LEAF (1970)
 DK1091
 DK1091                         *CURRENT SURVEY CONTROL
 DK1091  ___________________________________________________________________
 DK1091* NAD 83(1986)-  33 21 10.     (N)    091 11 23.     (W)     SCALED    
 DK1091* NAVD 88     -        39.13   (+/-2cm)     128.4    (feet)  VERTCON   
 DK1091  ___________________________________________________________________
 DK1091  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1091
 DK1091  VERT ORDER  -  ? (See Below)
 DK1091
 DK1091.The horizontal coordinates were scaled from a topographic map and have
 DK1091.an estimated accuracy of +/- 6 seconds.
 DK1091
 DK1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1091.The vertical order pertains to the NGVD 29 superseded value.
 DK1091
 DK1091.The geoid height was determined by GEOID03.
 DK1091
 DK1091;                    North         East    Units  Estimated Accuracy
 DK1091;SPC AR S     -   476,400.      475,420.      MT  (+/- 180 meters Scaled)
 DK1091
 DK1091                          SUPERSEDED SURVEY CONTROL
 DK1091
 DK1091  NGVD 29 (??/??/??)   39.205  (m)          128.63   (f) ADJUSTED    ?  
 DK1091
 DK1091.Superseded values are not recommended for survey control.
 DK1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1091.See file dsdata.txt to determine how the superseded data were derived.
 DK1091
 DK1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS684918(NAD 83)
 DK1091_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1091_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1091
 DK1091  HISTORY     - Date     Condition        Report By
 DK1091  HISTORY     - UNK      MONUMENTED       DOD
 DK1091  HISTORY     - 1934     GOOD             CGS
 DK1091
 DK1091                          STATION DESCRIPTION
 DK1091
 DK1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1091'1.5 MI NW FROM VAUCLUSE LANDING.
 DK1091'B.M. 36 M IS A PIPE STONE BENCH WITH BRASS CAP.  LOCATED ON RIGHT BANK
 DK1091'OF THE MISS. RIVER, CHICOT CO., ARK., ABOUT 4 3/4 MILES BY LEVEE BELOW
 DK1091'INTERSECTION OF MAIN LEVEE AND STATE HWY. NO. 2 WHICH LEADS TO
 DK1091'GREENVILLE FERRY, ON TOP BANK OF LAKE CHICOT AT ITS NORTHEAST END, ON
 DK1091'LAND SIDE OF MAIN LEVEE ABOUT 1800 FEET ABOVE LEVEE PIPE NO. 2250, 400
 DK1091'FEET WEST OF CREST OF LEVEE AT A POINT 600 FEET BELOW ANGLE IN LEVEE
 DK1091'WHERE IT TURNS FROM SOUTHWEST TO SOUTH, TOP OF PIPE IS 14 INCHES ABOVE
 DK1091'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1145 ***********************************************************************
 DK1145  DESIGNATION -  3600 A CAP
 DK1145  PID         -  DK1145
 DK1145  STATE/COUNTY-  AR/CHICOT
 DK1145  USGS QUAD   -  READLAND (1970)
 DK1145
 DK1145                         *CURRENT SURVEY CONTROL
 DK1145  ___________________________________________________________________
 DK1145* NAD 83(1986)-  33 04 49.     (N)    091 11 18.     (W)     SCALED    
 DK1145* NAVD 88     -        35.19   (+/-2cm)     115.5    (feet)  VERTCON   
 DK1145  ___________________________________________________________________
 DK1145  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DK1145
 DK1145  VERT ORDER  -  ? (See Below)
 DK1145
 DK1145.The horizontal coordinates were scaled from a topographic map and have
 DK1145.an estimated accuracy of +/- 6 seconds.
 DK1145
 DK1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1145.The vertical order pertains to the NGVD 29 superseded value.
 DK1145
 DK1145.The geoid height was determined by GEOID03.
 DK1145
 DK1145;                    North         East    Units  Estimated Accuracy
 DK1145;SPC AR S     -   446,180.      475,790.      MT  (+/- 180 meters Scaled)
 DK1145
 DK1145                          SUPERSEDED SURVEY CONTROL
 DK1145
 DK1145  NGVD 29 (??/??/??)   35.265  (m)          115.70   (f) ADJUSTED    ?  
 DK1145
 DK1145.Superseded values are not recommended for survey control.
 DK1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1145.See file dsdata.txt to determine how the superseded data were derived.
 DK1145
 DK1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS690616(NAD 83)
 DK1145_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1145
 DK1145  HISTORY     - Date     Condition        Report By
 DK1145  HISTORY     - UNK      MONUMENTED       DOD
 DK1145  HISTORY     - 1934     GOOD             CGS
 DK1145
 DK1145                          STATION DESCRIPTION
 DK1145
 DK1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1145'1.5 MI S FROM GRAND LAKE.
 DK1145'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1145'OF THE MISS. RIVER, CHICOT CO., ARK., 1 1/2 MILES BELOW GRAVEL ROAD
 DK1145'THAT CROSSES LEVEE AT UPPER END OF GRAND LAKE, IN FIELD 1082 FT. WEST
 DK1145'SOUTHWEST OF LEVEE AT L.S. NO. 3600, APPROX. 700 FT. SOUTHWEST OF
 DK1145'TENANT HOUSE, ABOUT 800 FT. SOUTHEAST OF ANOTHER TENANT HOUSE, IN FORK
 DK1145'OF FIELD ROADS, ABOUT 3000 FT. NORTH OF SCHOOL AND CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0049 ***********************************************************************
 EK0049  DESIGNATION -  363
 EK0049  PID         -  EK0049
 EK0049  STATE/COUNTY-  AR/POLK
 EK0049  USGS QUAD   -  MOUNTAIN FORK (1979)
 EK0049
 EK0049                         *CURRENT SURVEY CONTROL
 EK0049  ___________________________________________________________________
 EK0049* NAD 83(1986)-  34 42 12.     (N)    094 24 33.     (W)     SCALED    
 EK0049* NAVD 88     -       419.599  (meters)    1376.63   (feet)  ADJUSTED  
 EK0049  ___________________________________________________________________
 EK0049  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EK0049  DYNAMIC HT  -         419.137 (meters)    1375.12  (feet)  COMP
 EK0049  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 EK0049
 EK0049  VERT ORDER  -  SECOND    CLASS 0
 EK0049
 EK0049.The horizontal coordinates were scaled from a topographic map and have
 EK0049.an estimated accuracy of +/- 6 seconds.
 EK0049
 EK0049.The orthometric height was determined by differential leveling
 EK0049.and adjusted by the National Geodetic Survey in June 1991..
 EK0049
 EK0049.The geoid height was determined by GEOID03.
 EK0049
 EK0049.The dynamic height is computed by dividing the NAVD 88
 EK0049.geopotential number by the normal gravity value computed on the
 EK0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0049.degrees latitude (g = 980.6199 gals.).
 EK0049
 EK0049.The modeled gravity was interpolated from observed gravity values.
 EK0049
 EK0049;                    North         East    Units  Estimated Accuracy
 EK0049;SPC AR S     -   628,500.      179,300.      MT  (+/- 180 meters Scaled)
 EK0049
 EK0049                          SUPERSEDED SURVEY CONTROL
 EK0049
 EK0049  NGVD 29 (??/??/92)  419.469  (m)         1376.21   (f) ADJ UNCH    2 0
 EK0049
 EK0049.Superseded values are not recommended for survey control.
 EK0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0049.See file dsdata.txt to determine how the superseded data were derived.
 EK0049
 EK0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU709410(NAD 83)
 EK0049_MARKER: Z = SEE DESCRIPTION
 EK0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0049_SP_SET: RAIL
 EK0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0049
 EK0049  HISTORY     - Date     Condition        Report By
 EK0049  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0049  HISTORY     - 1934     GOOD             NGS
 EK0049  HISTORY     - 1961     GOOD             NGS
 EK0049
 EK0049                          STATION DESCRIPTION
 EK0049
 EK0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0049'4.2 MI NW FROM RICH MOUNTAIN.
 EK0049'4.2 MILES NORTHWEST OF, ALONG KANSAS CITY SO. RY. FROM STATION.
 EK0049'ON TOP OF BALL RAIL END, 10 FEET SOUTH OF FIRST POLE SOUTH
 EK0049'OF MP 363, 40 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 EK0049
 EK0049                          STATION RECOVERY (1961)
 EK0049
 EK0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0046 ***********************************************************************
 EK0046  DESIGNATION -  365
 EK0046  PID         -  EK0046
 EK0046  STATE/COUNTY-  AR/POLK
 EK0046  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0046
 EK0046                         *CURRENT SURVEY CONTROL
 EK0046  ___________________________________________________________________
 EK0046* NAD 83(1986)-  34 41 54.     (N)    094 22 27.     (W)     SCALED    
 EK0046* NAVD 88     -       452.122  (meters)    1483.34   (feet)  ADJUSTED  
 EK0046  ___________________________________________________________________
 EK0046  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 EK0046  DYNAMIC HT  -         451.623 (meters)    1481.70  (feet)  COMP
 EK0046  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 EK0046
 EK0046  VERT ORDER  -  SECOND    CLASS 0
 EK0046
 EK0046.The horizontal coordinates were scaled from a topographic map and have
 EK0046.an estimated accuracy of +/- 6 seconds.
 EK0046
 EK0046.The orthometric height was determined by differential leveling
 EK0046.and adjusted by the National Geodetic Survey in June 1991..
 EK0046
 EK0046.The geoid height was determined by GEOID03.
 EK0046
 EK0046.The dynamic height is computed by dividing the NAVD 88
 EK0046.geopotential number by the normal gravity value computed on the
 EK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0046.degrees latitude (g = 980.6199 gals.).
 EK0046
 EK0046.The modeled gravity was interpolated from observed gravity values.
 EK0046
 EK0046;                    North         East    Units  Estimated Accuracy
 EK0046;SPC AR S     -   627,870.      182,500.      MT  (+/- 180 meters Scaled)
 EK0046
 EK0046                          SUPERSEDED SURVEY CONTROL
 EK0046
 EK0046  NGVD 29 (??/??/92)  451.989  (m)         1482.90   (f) ADJ UNCH    2 0
 EK0046
 EK0046.Superseded values are not recommended for survey control.
 EK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0046.See file dsdata.txt to determine how the superseded data were derived.
 EK0046
 EK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU741404(NAD 83)
 EK0046_MARKER: Z = SEE DESCRIPTION
 EK0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0046_SP_SET: RAIL
 EK0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0046
 EK0046  HISTORY     - Date     Condition        Report By
 EK0046  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0046  HISTORY     - 1934     GOOD             NGS
 EK0046  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0046
 EK0046                          STATION DESCRIPTION
 EK0046
 EK0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0046'2.2 MI NW FROM RICH MOUNTAIN.
 EK0046'2.2 MILES NORTHWEST OF RICH MOUNTAIN, ALONG KANSAS CITY SO. RY.
 EK0046'FROM STATION.  ON TOP OF FLANGE RAIL END, 24 FEET SOUTH OF MP 365,
 EK0046'45 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 EK0046
 EK0046                          STATION RECOVERY (1961)
 EK0046
 EK0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1146 ***********************************************************************
 DK1146  DESIGNATION -  3650 A CAP
 DK1146  PID         -  DK1146
 DK1146  STATE/COUNTY-  AR/CHICOT
 DK1146  USGS QUAD   -  READLAND (1970)
 DK1146
 DK1146                         *CURRENT SURVEY CONTROL
 DK1146  ___________________________________________________________________
 DK1146* NAD 83(1986)-  33 04 20.     (N)    091 10 43.     (W)     SCALED    
 DK1146* NAVD 88     -        34.27   (+/-2cm)     112.4    (feet)  VERTCON   
 DK1146  ___________________________________________________________________
 DK1146  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK1146
 DK1146  VERT ORDER  -  ? (See Below)
 DK1146
 DK1146.The horizontal coordinates were scaled from a topographic map and have
 DK1146.an estimated accuracy of +/- 6 seconds.
 DK1146
 DK1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1146.The vertical order pertains to the NGVD 29 superseded value.
 DK1146
 DK1146.The geoid height was determined by GEOID03.
 DK1146
 DK1146;                    North         East    Units  Estimated Accuracy
 DK1146;SPC AR S     -   445,290.      476,700.      MT  (+/- 180 meters Scaled)
 DK1146
 DK1146                          SUPERSEDED SURVEY CONTROL
 DK1146
 DK1146  NGVD 29 (??/??/??)   34.340  (m)          112.66   (f) ADJUSTED    ?  
 DK1146
 DK1146.Superseded values are not recommended for survey control.
 DK1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1146.See file dsdata.txt to determine how the superseded data were derived.
 DK1146
 DK1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS700607(NAD 83)
 DK1146_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1146
 DK1146  HISTORY     - Date     Condition        Report By
 DK1146  HISTORY     - UNK      MONUMENTED       DOD
 DK1146  HISTORY     - 1934     GOOD             CGS
 DK1146
 DK1146                          STATION DESCRIPTION
 DK1146
 DK1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1146'2.5 MI S FROM GRAND LAKE.
 DK1146'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1146'OF THE MISS. RIVER, CHICOT CO., ARK., APPROX. 2 1/2 MILES BELOW GRAVEL
 DK1146'ROAD THAT CROSSES LEVEE AT UPPER END OF GRAND LAKE, AT NORTHEAST END
 DK1146'OF STRIP OF WOODS, 857 FT. WEST OF LEVEE AT L.S. NO. 3650, APPROX.
 DK1146'1400 FT. SOUTHEAST OF SCHOOL HOUSE, 10 FT. NORTHEAST OF 48-INCH BLAZED
 DK1146'COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1323 ***********************************************************************
 EJ1323  DESIGNATION -  367
 EJ1323  PID         -  EJ1323
 EJ1323  STATE/COUNTY-  AR/PIKE
 EJ1323  USGS QUAD   -  MURFREESBORO (1970)
 EJ1323
 EJ1323                         *CURRENT SURVEY CONTROL
 EJ1323  ___________________________________________________________________
 EJ1323* NAD 83(1986)-  34 03 43.     (N)    093 41 22.     (W)     SCALED    
 EJ1323* NAVD 88     -       111.866  (meters)     367.01   (feet)  ADJUSTED  
 EJ1323  ___________________________________________________________________
 EJ1323  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EJ1323  DYNAMIC HT  -         111.753 (meters)     366.64  (feet)  COMP
 EJ1323  MODELED GRAV-     979,626.7   (mgal)                       NAVD 88
 EJ1323
 EJ1323  VERT ORDER  -  SECOND    CLASS 0
 EJ1323
 EJ1323.The horizontal coordinates were scaled from a topographic map and have
 EJ1323.an estimated accuracy of +/- 6 seconds.
 EJ1323
 EJ1323.The orthometric height was determined by differential leveling
 EJ1323.and adjusted by the National Geodetic Survey in June 1991..
 EJ1323
 EJ1323.The geoid height was determined by GEOID03.
 EJ1323
 EJ1323.The dynamic height is computed by dividing the NAVD 88
 EJ1323.geopotential number by the normal gravity value computed on the
 EJ1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1323.degrees latitude (g = 980.6199 gals.).
 EJ1323
 EJ1323.The modeled gravity was interpolated from observed gravity values.
 EJ1323
 EJ1323;                    North         East    Units  Estimated Accuracy
 EJ1323;SPC AR S     -   556,040.      244,050.      MT  (+/- 180 meters Scaled)
 EJ1323
 EJ1323                          SUPERSEDED SURVEY CONTROL
 EJ1323
 EJ1323  NGVD 29 (??/??/92)  111.859  (m)          366.99   (f) ADJ UNCH    2 0
 EJ1323
 EJ1323.Superseded values are not recommended for survey control.
 EJ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1323.See file dsdata.txt to determine how the superseded data were derived.
 EJ1323
 EJ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT363692(NAD 83)
 EJ1323_MARKER: DD = SURVEY DISK
 EJ1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1323_STAMPING: 367
 EJ1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1323+STABILITY: SURFACE MOTION
 EJ1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1323+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 EJ1323
 EJ1323  HISTORY     - Date     Condition        Report By
 EJ1323  HISTORY     - UNK      MONUMENTED       USGS
 EJ1323  HISTORY     - 1962     GOOD             NGS
 EJ1323  HISTORY     - 20041006 GOOD             GEOCAC
 EJ1323
 EJ1323                          STATION DESCRIPTION
 EJ1323
 EJ1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1323'IN MURFREESBORO.
 EJ1323'AT MURFREESBORO, PIKE COUNTY, IN THE EAST WALL OF THE COUNTY
 EJ1323'COURTHOUSE, 6 FEET SOUTH OF THE NORTHEAST CORNER, AND 1 FOOT ABOVE
 EJ1323'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 367
 EJ1323'AND SET VERTICALLY.
 EJ1323
 EJ1323                          STATION RECOVERY (2004)
 EJ1323
 EJ1323'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 EJ1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0041 ***********************************************************************
 EK0041  DESIGNATION -  368.1
 EK0041  PID         -  EK0041
 EK0041  STATE/COUNTY-  AR/POLK
 EK0041  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0041
 EK0041                         *CURRENT SURVEY CONTROL
 EK0041  ___________________________________________________________________
 EK0041* NAD 83(1986)-  34 41 15.     (N)    094 19 20.     (W)     SCALED    
 EK0041* NAVD 88     -       478.414  (meters)    1569.60   (feet)  ADJUSTED  
 EK0041  ___________________________________________________________________
 EK0041  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 EK0041  DYNAMIC HT  -         477.888 (meters)    1567.87  (feet)  COMP
 EK0041  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 EK0041
 EK0041  VERT ORDER  -  SECOND    CLASS 0
 EK0041
 EK0041.The horizontal coordinates were scaled from a topographic map and have
 EK0041.an estimated accuracy of +/- 6 seconds.
 EK0041
 EK0041.The orthometric height was determined by differential leveling
 EK0041.and adjusted by the National Geodetic Survey in June 1991..
 EK0041
 EK0041.The geoid height was determined by GEOID03.
 EK0041
 EK0041.The dynamic height is computed by dividing the NAVD 88
 EK0041.geopotential number by the normal gravity value computed on the
 EK0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0041.degrees latitude (g = 980.6199 gals.).
 EK0041
 EK0041.The modeled gravity was interpolated from observed gravity values.
 EK0041
 EK0041;                    North         East    Units  Estimated Accuracy
 EK0041;SPC AR S     -   626,560.      187,230.      MT  (+/- 180 meters Scaled)
 EK0041
 EK0041                          SUPERSEDED SURVEY CONTROL
 EK0041
 EK0041  NGVD 29 (??/??/92)  478.281  (m)         1569.16   (f) ADJ UNCH    2 0
 EK0041
 EK0041.Superseded values are not recommended for survey control.
 EK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0041.See file dsdata.txt to determine how the superseded data were derived.
 EK0041
 EK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU788391(NAD 83)
 EK0041_MARKER: Z = SEE DESCRIPTION
 EK0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0041_SP_SET: RAIL
 EK0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0041
 EK0041  HISTORY     - Date     Condition        Report By
 EK0041  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0041  HISTORY     - 1934     GOOD             NGS
 EK0041  HISTORY     - 1961     GOOD             NGS
 EK0041
 EK0041                          STATION DESCRIPTION
 EK0041
 EK0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0041'1.3 MI NW FROM EAGLETON.
 EK0041'1.3 MILE NORTHWEST OF EAGLETON.  60 FEET WEST OF RAILROAD BRIDGE
 EK0041'A-369, 100 FEET WEST OF ROAD X-ING, 10 FEET WEST OF 3RD. POLE
 EK0041'SOUTH OF MILEPOST 368, 40 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 EK0041
 EK0041                          STATION RECOVERY (1961)
 EK0041
 EK0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0918 ***********************************************************************
 EH0918  DESIGNATION -  37
 EH0918  PID         -  EH0918
 EH0918  STATE/COUNTY-  AR/PHILLIPS
 EH0918  USGS QUAD   -  HELENA (1982)
 EH0918
 EH0918                         *CURRENT SURVEY CONTROL
 EH0918  ___________________________________________________________________
 EH0918* NAD 83(1986)-  34 31 48.     (N)    090 36 00.     (W)     SCALED    
 EH0918* NAVD 88     -        62.187  (meters)     204.03   (feet)  POSTED    
 EH0918  ___________________________________________________________________
 EH0918  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH0918  DYNAMIC HT  -          62.130 (meters)     203.84  (feet)  COMP
 EH0918  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EH0918
 EH0918  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EH0918
 EH0918.The horizontal coordinates were scaled from a topographic map and have
 EH0918.an estimated accuracy of +/- 6 seconds.
 EH0918
 EH0918.The orthometric height was determined by differential leveling
 EH0918.and adjusted by the National Geodetic Survey in 1992..
 EH0918.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EH0918.rate greater than 8.0 mm/km.
 EH0918
 EH0918.The geoid height was determined by GEOID03.
 EH0918
 EH0918.The dynamic height is computed by dividing the NAVD 88
 EH0918.geopotential number by the normal gravity value computed on the
 EH0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0918.degrees latitude (g = 980.6199 gals.).
 EH0918
 EH0918.The modeled gravity was interpolated from observed gravity values.
 EH0918
 EH0918;                    North         East    Units  Estimated Accuracy
 EH0918;SPC AR S     -   607,550.      528,520.      MT  (+/- 180 meters Scaled)
 EH0918
 EH0918                          SUPERSEDED SURVEY CONTROL
 EH0918
 EH0918  NGVD 29 (??/??/??)   62.253  (m)          204.24   (f) ADJUSTED    2 0
 EH0918
 EH0918.Superseded values are not recommended for survey control.
 EH0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0918.See file dsdata.txt to determine how the superseded data were derived.
 EH0918
 EH0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU202235(NAD 83)
 EH0918_MARKER: Z = SEE DESCRIPTION
 EH0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0918_SP_SET: FIRE HYDRANT
 EH0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0918
 EH0918  HISTORY     - Date     Condition        Report By
 EH0918  HISTORY     - UNK      MONUMENTED       ARHD
 EH0918  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0918
 EH0918                          STATION DESCRIPTION
 EH0918
 EH0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0918'IN HELENA.
 EH0918'AT HELENA, PHILLIPS COUNTY, AT THE INTERSECTION OF PERY AND OAKLAND
 EH0918'STREETS, AND ON THE SOUTH SIDE OF PERRY STREET.  THE TOP OF THE EAST
 EH0918'SPOUT OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2150 ***********************************************************************
 EH2150  DESIGNATION -  37
 EH2150  PID         -  EH2150
 EH2150  STATE/COUNTY-  AR/LONOKE
 EH2150  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2150
 EH2150                         *CURRENT SURVEY CONTROL
 EH2150  ___________________________________________________________________
 EH2150* NAD 83(1986)-  34 45 52.     (N)    091 46 42.     (W)     SCALED    
 EH2150* NAVD 88     -        69.931  (meters)     229.43   (feet)  ADJUSTED  
 EH2150  ___________________________________________________________________
 EH2150  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH2150  DYNAMIC HT  -          69.865 (meters)     229.22  (feet)  COMP
 EH2150  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 EH2150
 EH2150  VERT ORDER  -  FIRST     CLASS II
 EH2150
 EH2150.The horizontal coordinates were scaled from a topographic map and have
 EH2150.an estimated accuracy of +/- 6 seconds.
 EH2150
 EH2150.The orthometric height was determined by differential leveling
 EH2150.and adjusted by the National Geodetic Survey in June 1991..
 EH2150
 EH2150.The geoid height was determined by GEOID03.
 EH2150
 EH2150.The dynamic height is computed by dividing the NAVD 88
 EH2150.geopotential number by the normal gravity value computed on the
 EH2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2150.degrees latitude (g = 980.6199 gals.).
 EH2150
 EH2150.The modeled gravity was interpolated from observed gravity values.
 EH2150
 EH2150;                    North         East    Units  Estimated Accuracy
 EH2150;SPC AR S     -   632,700.      420,290.      MT  (+/- 180 meters Scaled)
 EH2150
 EH2150                          SUPERSEDED SURVEY CONTROL
 EH2150
 EH2150  NGVD 29 (??/??/??)   69.942  (m)          229.47   (f) ADJUSTED    1 2
 EH2150
 EH2150.Superseded values are not recommended for survey control.
 EH2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2150.See file dsdata.txt to determine how the superseded data were derived.
 EH2150
 EH2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU118476(NAD 83)
 EH2150_MARKER: O = CHISELED CIRCLE
 EH2150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2150_SP_SET: WELL CASING
 EH2150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2150
 EH2150  HISTORY     - Date     Condition        Report By
 EH2150  HISTORY     - UNK      MONUMENTED       USGS
 EH2150  HISTORY     - 1954     GOOD             CGS
 EH2150
 EH2150                          STATION DESCRIPTION
 EH2150
 EH2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2150'3.05 MI SW FROM CARLISLE.
 EH2150'0.3 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2150'THE STATION AT CARLISLE, THENCE 1.25 MILES SOUTH ALONG STATE HIGHWAY
 EH2150'13, THENCE 1.5 MILES WEST ALONG A GRAVELED ROAD, ACROSS THE ROAD FROM
 EH2150'A FARMHOUSE, 271 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 192 FEET
 EH2150'SOUTH OF A FENCE, A CHISELED HIGH POINT ON THE SOUTH SIDE OF A 24 INCH
 EH2150'STEEL WELL CASING, AT AN 8X8 FOOT SHEET METAL PUMP BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1148 ***********************************************************************
 DK1148  DESIGNATION -  3700 A CAP
 DK1148  PID         -  DK1148
 DK1148  STATE/COUNTY-  AR/CHICOT
 DK1148  USGS QUAD   -  READLAND (1970)
 DK1148
 DK1148                         *CURRENT SURVEY CONTROL
 DK1148  ___________________________________________________________________
 DK1148* NAD 83(1986)-  33 03 33.     (N)    091 10 14.     (W)     SCALED    
 DK1148* NAVD 88     -        35.08   (+/-2cm)     115.1    (feet)  VERTCON   
 DK1148  ___________________________________________________________________
 DK1148  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK1148
 DK1148  VERT ORDER  -  ? (See Below)
 DK1148
 DK1148.The horizontal coordinates were scaled from a topographic map and have
 DK1148.an estimated accuracy of +/- 6 seconds.
 DK1148
 DK1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1148.The vertical order pertains to the NGVD 29 superseded value.
 DK1148
 DK1148.The geoid height was determined by GEOID03.
 DK1148
 DK1148;                    North         East    Units  Estimated Accuracy
 DK1148;SPC AR S     -   443,850.      477,470.      MT  (+/- 180 meters Scaled)
 DK1148
 DK1148                          SUPERSEDED SURVEY CONTROL
 DK1148
 DK1148  NGVD 29 (??/??/??)   35.150  (m)          115.32   (f) ADJUSTED    ?  
 DK1148
 DK1148.Superseded values are not recommended for survey control.
 DK1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1148.See file dsdata.txt to determine how the superseded data were derived.
 DK1148
 DK1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS707593(NAD 83)
 DK1148_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1148
 DK1148  HISTORY     - Date     Condition        Report By
 DK1148  HISTORY     - UNK      MONUMENTED       DOD
 DK1148  HISTORY     - 1934     GOOD             CGS
 DK1148
 DK1148                          STATION DESCRIPTION
 DK1148
 DK1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1148'0.25 MI S FROM GRAND LAKE.
 DK1148'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1148'OF THE MISS. RIVER, CHICOT CO., ARK., 3 1/2 MILES BELOW GRAVEL ROAD
 DK1148'THAT CROSSES LEVEE AT UPPER END OF GRAND LAKE, APPROX. 4000 FT. NORTH
 DK1148'OF OLD CHURCH, 110 FT. EAST OF BARBED WIRE FENCE, ABOUT 1600 FT. SOUTH
 DK1148'OF FARMHOUSE, ABOUT 1500 FT. SOUTHWEST OF A CABIN, 975 FEET
 DK1148'SOUTHWEST OF LEVEE AT L.S. NO. 3700, ON EAST BANK OF OLD SLOUGH BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1709 ***********************************************************************
 EH1709  DESIGNATION -  37/38 REF
 EH1709  PID         -  EH1709
 EH1709  STATE/COUNTY-  AR/JEFFERSON
 EH1709  USGS QUAD   -  CADES (1975)
 EH1709
 EH1709                         *CURRENT SURVEY CONTROL
 EH1709  ___________________________________________________________________
 EH1709* NAD 83(1986)-  34 06 28.     (N)    091 33 33.     (W)     SCALED    
 EH1709* NAVD 88     -        55.113  (meters)     180.82   (feet)  ADJUSTED  
 EH1709  ___________________________________________________________________
 EH1709  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EH1709  DYNAMIC HT  -          55.059 (meters)     180.64  (feet)  COMP
 EH1709  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 EH1709
 EH1709  VERT ORDER  -  FIRST     CLASS II
 EH1709
 EH1709.The horizontal coordinates were scaled from a topographic map and have
 EH1709.an estimated accuracy of +/- 6 seconds.
 EH1709
 EH1709.The orthometric height was determined by differential leveling
 EH1709.and adjusted by the National Geodetic Survey in August 1993..
 EH1709.WARNING-Repeat measurements at this control monument indicate possible
 EH1709.vertical movement.
 EH1709
 EH1709.The geoid height was determined by GEOID03.
 EH1709
 EH1709.The dynamic height is computed by dividing the NAVD 88
 EH1709.geopotential number by the normal gravity value computed on the
 EH1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1709.degrees latitude (g = 980.6199 gals.).
 EH1709
 EH1709.The modeled gravity was interpolated from observed gravity values.
 EH1709
 EH1709;                    North         East    Units  Estimated Accuracy
 EH1709;SPC AR S     -   559,920.      440,670.      MT  (+/- 180 meters Scaled)
 EH1709
 EH1709                          SUPERSEDED SURVEY CONTROL
 EH1709
 EH1709  NAVD 88 (06/15/91)   55.151  (m)          180.94   (f) UNKNOWN     1 2
 EH1709  NGVD 29 (??/??/??)   55.202  (m)          181.11   (f) ADJUSTED    1 2
 EH1709
 EH1709.Superseded values are not recommended for survey control.
 EH1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1709.See file dsdata.txt to determine how the superseded data were derived.
 EH1709
 EH1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT328750(NAD 83)
 EH1709_MARKER: P = PIPE CAP
 EH1709_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1709_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1709_STAMPING: B M REF 37/38
 EH1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1709
 EH1709  HISTORY     - Date     Condition        Report By
 EH1709  HISTORY     - UNK      MONUMENTED       DOD
 EH1709  HISTORY     - 1954     GOOD             CGS
 EH1709  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1709
 EH1709                          STATION DESCRIPTION
 EH1709
 EH1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1709'4.65 MI SE FROM REYDEL.
 EH1709'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1709'THENCE 1.8 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 EH1709'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTHEAST ALONG A
 EH1709'GRADED DIRT ROAD, THENCE 0.95 MILE EAST ALONG A ROAD WHICH RUNS ALONG
 EH1709'THE TOP OF A LEVEE, 78 FEET NORTH OF THE CENTER LINE OF A ROAD, 4 FEET
 EH1709'SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, RIVETED ON THE TOP
 EH1709'OF AN IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 EH1709
 EH1709                          STATION RECOVERY (2003)
 EH1709
 EH1709'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0018 ***********************************************************************
 EK0018  DESIGNATION -  378
 EK0018  PID         -  EK0018
 EK0018  STATE/COUNTY-  AR/POLK
 EK0018  USGS QUAD   -  MENA (1975)
 EK0018
 EK0018                         *CURRENT SURVEY CONTROL
 EK0018  ___________________________________________________________________
 EK0018* NAD 83(1986)-  34 36 20.     (N)    094 13 23.     (W)     SCALED    
 EK0018* NAVD 88     -       345.360  (meters)    1133.07   (feet)  ADJUSTED  
 EK0018  ___________________________________________________________________
 EK0018  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 EK0018  DYNAMIC HT  -         344.987 (meters)    1131.84  (feet)  COMP
 EK0018  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 EK0018
 EK0018  VERT ORDER  -  FIRST     CLASS II
 EK0018
 EK0018.The horizontal coordinates were scaled from a topographic map and have
 EK0018.an estimated accuracy of +/- 6 seconds.
 EK0018
 EK0018.The orthometric height was determined by differential leveling
 EK0018.and adjusted by the National Geodetic Survey in June 1991..
 EK0018
 EK0018.The geoid height was determined by GEOID03.
 EK0018
 EK0018.The dynamic height is computed by dividing the NAVD 88
 EK0018.geopotential number by the normal gravity value computed on the
 EK0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0018.degrees latitude (g = 980.6199 gals.).
 EK0018
 EK0018.The modeled gravity was interpolated from observed gravity values.
 EK0018
 EK0018;                    North         East    Units  Estimated Accuracy
 EK0018;SPC AR S     -   617,270.      196,120.      MT  (+/- 180 meters Scaled)
 EK0018
 EK0018                          SUPERSEDED SURVEY CONTROL
 EK0018
 EK0018  NGVD 29 (??/??/92)  345.261  (m)         1132.74   (f) ADJ UNCH    1 2
 EK0018
 EK0018.Superseded values are not recommended for survey control.
 EK0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0018.See file dsdata.txt to determine how the superseded data were derived.
 EK0018
 EK0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU878299(NAD 83)
 EK0018_MARKER: Z = SEE DESCRIPTION
 EK0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0018_SP_SET: RAIL
 EK0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0018
 EK0018  HISTORY     - Date     Condition        Report By
 EK0018  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0018  HISTORY     - 1932     GOOD             NGS
 EK0018  HISTORY     - 1965     MARK NOT FOUND   NGS
 EK0018
 EK0018                          STATION DESCRIPTION
 EK0018
 EK0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0018'1.9 MI N FROM MENA.
 EK0018'1.9 MILES NORTH BY RAILROAD NEAR M.P. 378.  50 FT SOUTH OF FIRST
 EK0018'POLE NORTH OF M.P. 378.  45 FT WEST OF RR. TRACK.
 EK0018
 EK0018                          STATION RECOVERY (1965)
 EK0018
 EK0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EK0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0019 ***********************************************************************
 EK0019  DESIGNATION -  379 A
 EK0019  PID         -  EK0019
 EK0019  STATE/COUNTY-  AR/POLK
 EK0019  USGS QUAD   -  MENA (1975)
 EK0019
 EK0019                         *CURRENT SURVEY CONTROL
 EK0019  ___________________________________________________________________
 EK0019* NAD 83(1986)-  34 35 33.     (N)    094 13 35.     (W)     SCALED    
 EK0019* NAVD 88     -       340.356  (meters)    1116.65   (feet)  ADJUSTED  
 EK0019  ___________________________________________________________________
 EK0019  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 EK0019  DYNAMIC HT  -         339.989 (meters)    1115.45  (feet)  COMP
 EK0019  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 EK0019
 EK0019  VERT ORDER  -  FIRST     CLASS II
 EK0019
 EK0019.The horizontal coordinates were scaled from a topographic map and have
 EK0019.an estimated accuracy of +/- 6 seconds.
 EK0019
 EK0019.The orthometric height was determined by differential leveling
 EK0019.and adjusted by the National Geodetic Survey in June 1991..
 EK0019
 EK0019.The geoid height was determined by GEOID03.
 EK0019
 EK0019.The dynamic height is computed by dividing the NAVD 88
 EK0019.geopotential number by the normal gravity value computed on the
 EK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0019.degrees latitude (g = 980.6199 gals.).
 EK0019
 EK0019.The modeled gravity was interpolated from observed gravity values.
 EK0019
 EK0019;                    North         East    Units  Estimated Accuracy
 EK0019;SPC AR S     -   615,820.      195,780.      MT  (+/- 180 meters Scaled)
 EK0019
 EK0019                          SUPERSEDED SURVEY CONTROL
 EK0019
 EK0019  NGVD 29 (??/??/92)  340.257  (m)         1116.33   (f) ADJ UNCH    1 2
 EK0019
 EK0019.Superseded values are not recommended for survey control.
 EK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0019.See file dsdata.txt to determine how the superseded data were derived.
 EK0019
 EK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU875285(NAD 83)
 EK0019_MARKER: Z = SEE DESCRIPTION
 EK0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0019_SP_SET: RAIL
 EK0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0019
 EK0019  HISTORY     - Date     Condition        Report By
 EK0019  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0019  HISTORY     - 1932     GOOD             NGS
 EK0019  HISTORY     - 1965     MARK NOT FOUND   NGS
 EK0019
 EK0019                          STATION DESCRIPTION
 EK0019
 EK0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0019'0.9 MI N FROM MENA.
 EK0019'0.9 MILE NORTH BY RAILROAD NEAR M.P. 379 30 FT NORTH OF 2ND POLE
 EK0019'NORTH OF M.P. 379 40 FT WEST OF RAILROAD TRACK.
 EK0019
 EK0019                          STATION RECOVERY (1965)
 EK0019
 EK0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EK0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0020 ***********************************************************************
 EK0020  DESIGNATION -  379 B
 EK0020  PID         -  EK0020
 EK0020  STATE/COUNTY-  AR/POLK
 EK0020  USGS QUAD   -  MENA (1975)
 EK0020
 EK0020                         *CURRENT SURVEY CONTROL
 EK0020  ___________________________________________________________________
 EK0020* NAD 83(1986)-  34 35 12.     (N)    094 13 45.     (W)     SCALED    
 EK0020* NAVD 88     -       343.746  (meters)    1127.77   (feet)  ADJUSTED  
 EK0020  ___________________________________________________________________
 EK0020  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 EK0020  DYNAMIC HT  -         343.374 (meters)    1126.55  (feet)  COMP
 EK0020  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 EK0020
 EK0020  VERT ORDER  -  FIRST     CLASS II
 EK0020
 EK0020.The horizontal coordinates were scaled from a topographic map and have
 EK0020.an estimated accuracy of +/- 6 seconds.
 EK0020
 EK0020.The orthometric height was determined by differential leveling
 EK0020.and adjusted by the National Geodetic Survey in June 1991..
 EK0020
 EK0020.The geoid height was determined by GEOID03.
 EK0020
 EK0020.The dynamic height is computed by dividing the NAVD 88
 EK0020.geopotential number by the normal gravity value computed on the
 EK0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0020.degrees latitude (g = 980.6199 gals.).
 EK0020
 EK0020.The modeled gravity was interpolated from observed gravity values.
 EK0020
 EK0020;                    North         East    Units  Estimated Accuracy
 EK0020;SPC AR S     -   615,180.      195,510.      MT  (+/- 180 meters Scaled)
 EK0020
 EK0020                          SUPERSEDED SURVEY CONTROL
 EK0020
 EK0020  NGVD 29 (??/??/92)  343.647  (m)         1127.45   (f) ADJ UNCH    1 2
 EK0020
 EK0020.Superseded values are not recommended for survey control.
 EK0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0020.See file dsdata.txt to determine how the superseded data were derived.
 EK0020
 EK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU872278(NAD 83)
 EK0020_MARKER: Q = CHISELED SQUARE
 EK0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0020_SP_SET: BRIDGE ABUTMENT
 EK0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0020
 EK0020  HISTORY     - Date     Condition        Report By
 EK0020  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0020  HISTORY     - 1932     GOOD             NGS
 EK0020  HISTORY     - 1965     MARK NOT FOUND   NGS
 EK0020
 EK0020                          STATION DESCRIPTION
 EK0020
 EK0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0020'0.5 MI N FROM MENA.
 EK0020'0.5 MILE NORTH BY RAILROAD IN BRIDGE A-380.  ON NORTH ABUTMENT.
 EK0020'ON EAST CORNER OF PARAPET WALL.
 EK0020
 EK0020                          STATION RECOVERY (1965)
 EK0020
 EK0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EK0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0023 ***********************************************************************
 EK0023  DESIGNATION -  379 D
 EK0023  PID         -  EK0023
 EK0023  STATE/COUNTY-  AR/POLK
 EK0023  USGS QUAD   -  MENA (1975)
 EK0023
 EK0023                         *CURRENT SURVEY CONTROL
 EK0023  ___________________________________________________________________
 EK0023* NAD 83(1986)-  34 34 32.     (N)    094 14 32.     (W)     SCALED    
 EK0023* NAVD 88     -       351.152  (meters)    1152.07   (feet)  ADJUSTED  
 EK0023  ___________________________________________________________________
 EK0023  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 EK0023  DYNAMIC HT  -         350.772 (meters)    1150.82  (feet)  COMP
 EK0023  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 EK0023
 EK0023  VERT ORDER  -  FIRST     CLASS II
 EK0023
 EK0023.The horizontal coordinates were scaled from a topographic map and have
 EK0023.an estimated accuracy of +/- 6 seconds.
 EK0023
 EK0023.The orthometric height was determined by differential leveling
 EK0023.and adjusted by the National Geodetic Survey in June 1991..
 EK0023
 EK0023.The geoid height was determined by GEOID03.
 EK0023
 EK0023.The dynamic height is computed by dividing the NAVD 88
 EK0023.geopotential number by the normal gravity value computed on the
 EK0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0023.degrees latitude (g = 980.6199 gals.).
 EK0023
 EK0023.The modeled gravity was interpolated from observed gravity values.
 EK0023
 EK0023;                    North         East    Units  Estimated Accuracy
 EK0023;SPC AR S     -   613,980.      194,280.      MT  (+/- 180 meters Scaled)
 EK0023
 EK0023                          SUPERSEDED SURVEY CONTROL
 EK0023
 EK0023  NGVD 29 (??/??/92)  351.052  (m)         1151.74   (f) ADJ UNCH    1 2
 EK0023
 EK0023.Superseded values are not recommended for survey control.
 EK0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0023.See file dsdata.txt to determine how the superseded data were derived.
 EK0023
 EK0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU860266(NAD 83)
 EK0023_MARKER: Q = CHISELED SQUARE
 EK0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0023_SP_SET: WATER TANK PEDESTAL
 EK0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0023
 EK0023  HISTORY     - Date     Condition        Report By
 EK0023  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0023  HISTORY     - 1932     GOOD             NGS
 EK0023  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0023
 EK0023                          STATION DESCRIPTION
 EK0023
 EK0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0023'0.7 MI S FROM MENA.
 EK0023'0.7 MILE SOUTH BY RAILROAD ON SOUTHEAST CORNER OF SOUTH PEDESTAL
 EK0023'OF EAST PAIR WATER TANK.
 EK0023
 EK0023                          STATION RECOVERY (1961)
 EK0023
 EK0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1708 ***********************************************************************
 EH1708  DESIGNATION -  38/39
 EH1708  PID         -  EH1708
 EH1708  STATE/COUNTY-  AR/JEFFERSON
 EH1708  USGS QUAD   -  CADES (1975)
 EH1708
 EH1708                         *CURRENT SURVEY CONTROL
 EH1708  ___________________________________________________________________
 EH1708* NAD 83(1986)-  34 06 28.     (N)    091 32 49.     (W)     SCALED    
 EH1708* NAVD 88     -        54.951  (meters)     180.29   (feet)  ADJUSTED  
 EH1708  ___________________________________________________________________
 EH1708  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EH1708  DYNAMIC HT  -          54.897 (meters)     180.11  (feet)  COMP
 EH1708  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 EH1708
 EH1708  VERT ORDER  -  FIRST     CLASS II
 EH1708
 EH1708.The horizontal coordinates were scaled from a topographic map and have
 EH1708.an estimated accuracy of +/- 6 seconds.
 EH1708
 EH1708.The orthometric height was determined by differential leveling
 EH1708.and adjusted by the National Geodetic Survey in August 1993..
 EH1708.WARNING-Repeat measurements at this control monument indicate possible
 EH1708.vertical movement.
 EH1708
 EH1708.The geoid height was determined by GEOID03.
 EH1708
 EH1708.The dynamic height is computed by dividing the NAVD 88
 EH1708.geopotential number by the normal gravity value computed on the
 EH1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1708.degrees latitude (g = 980.6199 gals.).
 EH1708
 EH1708.The modeled gravity was interpolated from observed gravity values.
 EH1708
 EH1708;                    North         East    Units  Estimated Accuracy
 EH1708;SPC AR S     -   559,930.      441,800.      MT  (+/- 180 meters Scaled)
 EH1708
 EH1708                          SUPERSEDED SURVEY CONTROL
 EH1708
 EH1708  NAVD 88 (06/15/91)   54.992  (m)          180.42   (f) UNKNOWN     1 2
 EH1708  NGVD 29 (??/??/??)   55.042  (m)          180.58   (f) ADJUSTED    1 2
 EH1708
 EH1708.Superseded values are not recommended for survey control.
 EH1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1708.See file dsdata.txt to determine how the superseded data were derived.
 EH1708
 EH1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT340750(NAD 83)
 EH1708_MARKER: P = PIPE CAP
 EH1708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1708_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1708_STAMPING: B M 38/39
 EH1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1708
 EH1708  HISTORY     - Date     Condition        Report By
 EH1708  HISTORY     - UNK      MONUMENTED       DOD
 EH1708  HISTORY     - 1954     GOOD             CGS
 EH1708  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1708
 EH1708                          STATION DESCRIPTION
 EH1708
 EH1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1708'5.65 MI SE FROM REYDEL.
 EH1708'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1708'THENCE 1.8 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 EH1708'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTHEAST ALONG A
 EH1708'DIRT ROAD, THENCE 1.95 MILES EAST ALONG A ROAD WHICH GOES ALONG THE
 EH1708'TOP OF A LEVEE, 1.1 MILES WEST OF THE FARELLY LAKE STORE, 89 FEET
 EH1708'NORTH OF THE CENTER LINE OF A LEVEE, 81 FEET NORTH OF A CONCRETE POST
 EH1708'WHICH PROJECTS 3 FEET ABOVE THE GROUND, 12 FEET NORTH OF THE CENTER
 EH1708'LINE OF AN EAST AND WEST ROAD, 1 FOOT WEST OF A WITNESS POST, RIVETED
 EH1708'ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1708
 EH1708                          STATION RECOVERY (2003)
 EH1708
 EH1708'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0025 ***********************************************************************
 EK0025  DESIGNATION -  384
 EK0025  PID         -  EK0025
 EK0025  STATE/COUNTY-  AR/POLK
 EK0025  USGS QUAD   -  POTTER (1979)
 EK0025
 EK0025                         *CURRENT SURVEY CONTROL
 EK0025  ___________________________________________________________________
 EK0025* NAD 83(1986)-  34 33 28.     (N)    094 17 56.     (W)     SCALED    
 EK0025* NAVD 88     -       300.073  (meters)     984.49   (feet)  ADJUSTED  
 EK0025  ___________________________________________________________________
 EK0025  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 EK0025  DYNAMIC HT  -         299.746 (meters)     983.42  (feet)  COMP
 EK0025  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 EK0025
 EK0025  VERT ORDER  -  FIRST     CLASS II
 EK0025
 EK0025.The horizontal coordinates were scaled from a topographic map and have
 EK0025.an estimated accuracy of +/- 6 seconds.
 EK0025
 EK0025.The orthometric height was determined by differential leveling
 EK0025.and adjusted by the National Geodetic Survey in June 1991..
 EK0025
 EK0025.The geoid height was determined by GEOID03.
 EK0025
 EK0025.The dynamic height is computed by dividing the NAVD 88
 EK0025.geopotential number by the normal gravity value computed on the
 EK0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0025.degrees latitude (g = 980.6199 gals.).
 EK0025
 EK0025.The modeled gravity was interpolated from observed gravity values.
 EK0025
 EK0025;                    North         East    Units  Estimated Accuracy
 EK0025;SPC AR S     -   612,120.      189,040.      MT  (+/- 180 meters Scaled)
 EK0025
 EK0025                          SUPERSEDED SURVEY CONTROL
 EK0025
 EK0025  NGVD 29 (??/??/92)  299.978  (m)          984.18   (f) ADJ UNCH    1 2
 EK0025
 EK0025.Superseded values are not recommended for survey control.
 EK0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0025.See file dsdata.txt to determine how the superseded data were derived.
 EK0025
 EK0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU808247(NAD 83)
 EK0025_MARKER: Z = SEE DESCRIPTION
 EK0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0025_SP_SET: RAIL
 EK0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0025
 EK0025  HISTORY     - Date     Condition        Report By
 EK0025  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0025  HISTORY     - 1932     GOOD             NGS
 EK0025  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0025  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0025
 EK0025                          STATION DESCRIPTION
 EK0025
 EK0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0025'2.5 MI N FROM POTTER.
 EK0025'2.5 MILES NORTH BY RAILROAD NEAR M.P. 384 30 FT WEST OF R.R.
 EK0025'TRACK. NORTH OF M.P. 384.
 EK0025
 EK0025                          STATION RECOVERY (1961)
 EK0025
 EK0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0025'MARK NOT FOUND.
 EK0025
 EK0025                          STATION RECOVERY (1985)
 EK0025
 EK0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0025'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0157 ***********************************************************************
 EK0157  DESIGNATION -  384
 EK0157  PID         -  EK0157
 EK0157  STATE/COUNTY-  AR/HOWARD
 EK0157  USGS QUAD   -  DIERKS (1966)
 EK0157
 EK0157                         *CURRENT SURVEY CONTROL
 EK0157  ___________________________________________________________________
 EK0157* NAD 83(1986)-  34 05 37.     (N)    094 03 14.     (W)     SCALED    
 EK0157* NAVD 88     -       117.327  (meters)     384.93   (feet)  ADJUSTED  
 EK0157  ___________________________________________________________________
 EK0157  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 EK0157  DYNAMIC HT  -         117.208 (meters)     384.54  (feet)  COMP
 EK0157  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 EK0157
 EK0157  VERT ORDER  -  SECOND    CLASS 0
 EK0157
 EK0157.The horizontal coordinates were scaled from a topographic map and have
 EK0157.an estimated accuracy of +/- 6 seconds.
 EK0157
 EK0157.The orthometric height was determined by differential leveling
 EK0157.and adjusted by the National Geodetic Survey in June 1991..
 EK0157
 EK0157.The geoid height was determined by GEOID03.
 EK0157
 EK0157.The dynamic height is computed by dividing the NAVD 88
 EK0157.geopotential number by the normal gravity value computed on the
 EK0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0157.degrees latitude (g = 980.6199 gals.).
 EK0157
 EK0157.The modeled gravity was interpolated from observed gravity values.
 EK0157
 EK0157;                    North         East    Units  Estimated Accuracy
 EK0157;SPC AR S     -   560,170.      210,490.      MT  (+/- 180 meters Scaled)
 EK0157
 EK0157                          SUPERSEDED SURVEY CONTROL
 EK0157
 EK0157  NGVD 29 (??/??/92)  117.289  (m)          384.81   (f) ADJ UNCH    2 0
 EK0157
 EK0157.Superseded values are not recommended for survey control.
 EK0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0157.See file dsdata.txt to determine how the superseded data were derived.
 EK0157
 EK0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT027730(NAD 83)
 EK0157_MARKER: P = PIPE CAP
 EK0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0157_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0157_STAMPING: 384
 EK0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0157
 EK0157  HISTORY     - Date     Condition        Report By
 EK0157  HISTORY     - UNK      MONUMENTED       USGS
 EK0157  HISTORY     - 1934     GOOD             NGS
 EK0157  HISTORY     - 1962     GOOD             NGS
 EK0157
 EK0157                          STATION DESCRIPTION
 EK0157
 EK0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0157'3.2 MI SW FROM DIERKS.
 EK0157'3.2 MILES SOUTHWEST OF, ALONG D. AND E.R.R., FROM HIGH SCH.
 EK0157'ABOUT 360 FEET NORTH OF SOUTH SWITCH OF SHRUM SPRINGS SIDING,
 EK0157'63 FEET SOUTHEAST OF EAST END OF LONG TRESTLE, 48 FEET SOUTHEAST
 EK0157'OF ROAD CROSSING, 42 FEET EAST OF CENTERLINE OF DEQUEEN AND
 EK0157'EASTERN R.R. TRACK, 33 FEET EAST OF EAST SIDE OF SHORT TRESTLE
 EK0157'AND CROSS FENCE, IRON PIPE WITH BRONZE CAP.
 EK0157
 EK0157                          STATION RECOVERY (1962)
 EK0157
 EK0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1188 ***********************************************************************
 FG1188  DESIGNATION -  384
 FG1188  PID         -  FG1188
 FG1188  STATE/COUNTY-  AR/FRANKLIN
 FG1188  USGS QUAD   -  CECIL (1993)
 FG1188
 FG1188                         *CURRENT SURVEY CONTROL
 FG1188  ___________________________________________________________________
 FG1188* NAD 83(1986)-  35 28 31.     (N)    093 58 04.     (W)     SCALED    
 FG1188* NAVD 88     -       117.173  (meters)     384.43   (feet)  ADJUSTED  
 FG1188  ___________________________________________________________________
 FG1188  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1188  DYNAMIC HT  -         117.065 (meters)     384.07  (feet)  COMP
 FG1188  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 FG1188
 FG1188  VERT ORDER  -  FIRST     CLASS II
 FG1188
 FG1188.The horizontal coordinates were scaled from a topographic map and have
 FG1188.an estimated accuracy of +/- 6 seconds.
 FG1188
 FG1188.The orthometric height was determined by differential leveling
 FG1188.and adjusted by the National Geodetic Survey in June 1991..
 FG1188
 FG1188.The geoid height was determined by GEOID03.
 FG1188
 FG1188.The dynamic height is computed by dividing the NAVD 88
 FG1188.geopotential number by the normal gravity value computed on the
 FG1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1188.degrees latitude (g = 980.6199 gals.).
 FG1188
 FG1188.The modeled gravity was interpolated from observed gravity values.
 FG1188
 FG1188;                    North         East    Units  Estimated Accuracy
 FG1188;SPC AR N     -   128,470.      221,430.      MT  (+/- 180 meters Scaled)
 FG1188
 FG1188                          SUPERSEDED SURVEY CONTROL
 FG1188
 FG1188  NGVD 29 (??/??/92)  117.116  (m)          384.24   (f) ADJ UNCH    1 2
 FG1188
 FG1188.Superseded values are not recommended for survey control.
 FG1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1188.See file dsdata.txt to determine how the superseded data were derived.
 FG1188
 FG1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV122261(NAD 83)
 FG1188_MARKER: Q = CHISELED SQUARE
 FG1188_SETTING: 0 = UNSPECIFIED SETTING
 FG1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1188
 FG1188  HISTORY     - Date     Condition        Report By
 FG1188  HISTORY     - UNK      MONUMENTED       DOD
 FG1188  HISTORY     - 1932     GOOD             NGS
 FG1188  HISTORY     - 1959     GOOD             NGS
 FG1188
 FG1188                          STATION DESCRIPTION
 FG1188
 FG1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1188'0.4 MI E FROM WHITE OAK.
 FG1188'ON THE M.P.R.R., BRIDGE NO 360, MILE POLE NO 474/18 POLES, W.
 FG1188'ABUTMENT, TOP OF THE PARAPET, S. SIDE OF THE RAILROAD.  NOTE-- THE
 FG1188'TOWN OF WHITE OAK HAS BEEN ABANDONED.
 FG1188
 FG1188                          STATION RECOVERY (1959)
 FG1188
 FG1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0026 ***********************************************************************
 EK0026  DESIGNATION -  385
 EK0026  PID         -  EK0026
 EK0026  STATE/COUNTY-  AR/POLK
 EK0026  USGS QUAD   -  POTTER (1979)
 EK0026
 EK0026                         *CURRENT SURVEY CONTROL
 EK0026  ___________________________________________________________________
 EK0026* NAD 83(1986)-  34 33 31.     (N)    094 18 52.     (W)     SCALED    
 EK0026* NAVD 88     -       292.621  (meters)     960.04   (feet)  ADJUSTED  
 EK0026  ___________________________________________________________________
 EK0026  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 EK0026  DYNAMIC HT  -         292.302 (meters)     958.99  (feet)  COMP
 EK0026  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 EK0026
 EK0026  VERT ORDER  -  FIRST     CLASS II
 EK0026
 EK0026.The horizontal coordinates were scaled from a topographic map and have
 EK0026.an estimated accuracy of +/- 6 seconds.
 EK0026
 EK0026.The orthometric height was determined by differential leveling
 EK0026.and adjusted by the National Geodetic Survey in June 1991..
 EK0026
 EK0026.The geoid height was determined by GEOID03.
 EK0026
 EK0026.The dynamic height is computed by dividing the NAVD 88
 EK0026.geopotential number by the normal gravity value computed on the
 EK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0026.degrees latitude (g = 980.6199 gals.).
 EK0026
 EK0026.The modeled gravity was interpolated from observed gravity values.
 EK0026
 EK0026;                    North         East    Units  Estimated Accuracy
 EK0026;SPC AR S     -   612,250.      187,620.      MT  (+/- 180 meters Scaled)
 EK0026
 EK0026                          SUPERSEDED SURVEY CONTROL
 EK0026
 EK0026  NGVD 29 (??/??/92)  292.527  (m)          959.73   (f) ADJ UNCH    1 2
 EK0026
 EK0026.Superseded values are not recommended for survey control.
 EK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0026.See file dsdata.txt to determine how the superseded data were derived.
 EK0026
 EK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU794248(NAD 83)
 EK0026_MARKER: Z = SEE DESCRIPTION
 EK0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0026_SP_SET: RAIL
 EK0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0026
 EK0026  HISTORY     - Date     Condition        Report By
 EK0026  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0026  HISTORY     - 1932     GOOD             NGS
 EK0026  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0026  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0026
 EK0026                          STATION DESCRIPTION
 EK0026
 EK0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0026'1.6 MI N FROM POTTER.
 EK0026'1.6 MILES NORTH BY R.R. NEAR M.P. 385 45 FT NORTH OF 3RD POLE
 EK0026'NORTH OF M.P. 385.  40 FT WEST OF R.R. TRACKS.
 EK0026
 EK0026                          STATION RECOVERY (1961)
 EK0026
 EK0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0026'MARK NOT FOUND.
 EK0026
 EK0026                          STATION RECOVERY (1985)
 EK0026
 EK0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0026'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0027 ***********************************************************************
 EK0027  DESIGNATION -  386
 EK0027  PID         -  EK0027
 EK0027  STATE/COUNTY-  AR/POLK
 EK0027  USGS QUAD   -  POTTER (1979)
 EK0027
 EK0027                         *CURRENT SURVEY CONTROL
 EK0027  ___________________________________________________________________
 EK0027* NAD 83(1986)-  34 33 32.     (N)    094 20 01.     (W)     SCALED    
 EK0027* NAVD 88     -       287.027  (meters)     941.69   (feet)  ADJUSTED  
 EK0027  ___________________________________________________________________
 EK0027  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 EK0027  DYNAMIC HT  -         286.715 (meters)     940.66  (feet)  COMP
 EK0027  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 EK0027
 EK0027  VERT ORDER  -  FIRST     CLASS II
 EK0027
 EK0027.The horizontal coordinates were scaled from a topographic map and have
 EK0027.an estimated accuracy of +/- 6 seconds.
 EK0027
 EK0027.The orthometric height was determined by differential leveling
 EK0027.and adjusted by the National Geodetic Survey in June 1991..
 EK0027
 EK0027.The geoid height was determined by GEOID03.
 EK0027
 EK0027.The dynamic height is computed by dividing the NAVD 88
 EK0027.geopotential number by the normal gravity value computed on the
 EK0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0027.degrees latitude (g = 980.6199 gals.).
 EK0027
 EK0027.The modeled gravity was interpolated from observed gravity values.
 EK0027
 EK0027;                    North         East    Units  Estimated Accuracy
 EK0027;SPC AR S     -   612,320.      185,860.      MT  (+/- 180 meters Scaled)
 EK0027
 EK0027                          SUPERSEDED SURVEY CONTROL
 EK0027
 EK0027  NGVD 29 (??/??/92)  286.935  (m)          941.39   (f) ADJ UNCH    1 2
 EK0027
 EK0027.Superseded values are not recommended for survey control.
 EK0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0027.See file dsdata.txt to determine how the superseded data were derived.
 EK0027
 EK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU776249(NAD 83)
 EK0027_MARKER: Z = SEE DESCRIPTION
 EK0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0027_SP_SET: RAIL
 EK0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0027
 EK0027  HISTORY     - Date     Condition        Report By
 EK0027  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0027  HISTORY     - 1932     GOOD             NGS
 EK0027  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0027  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0027
 EK0027                          STATION DESCRIPTION
 EK0027
 EK0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0027'0.5 MI N FROM POTTER.
 EK0027'0.5 MILE NORTH BY R.R. NEAR M.P. 386 10 FT WEST OF M.P. 386.
 EK0027'45 FT NORTH OF R.R. TRACK.
 EK0027
 EK0027                          STATION RECOVERY (1961)
 EK0027
 EK0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0027'MARK NOT FOUND.
 EK0027
 EK0027                          STATION RECOVERY (1985)
 EK0027
 EK0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0027'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0029 ***********************************************************************
 EK0029  DESIGNATION -  387 A
 EK0029  PID         -  EK0029
 EK0029  STATE/COUNTY-  AR/POLK
 EK0029  USGS QUAD   -  POTTER (1979)
 EK0029
 EK0029                         *CURRENT SURVEY CONTROL
 EK0029  ___________________________________________________________________
 EK0029* NAD 83(1986)-  34 32 45.     (N)    094 20 45.     (W)     SCALED    
 EK0029* NAVD 88     -       277.965  (meters)     911.96   (feet)  ADJUSTED  
 EK0029  ___________________________________________________________________
 EK0029  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EK0029  DYNAMIC HT  -         277.663 (meters)     910.97  (feet)  COMP
 EK0029  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 EK0029
 EK0029  VERT ORDER  -  FIRST     CLASS II
 EK0029
 EK0029.The horizontal coordinates were scaled from a topographic map and have
 EK0029.an estimated accuracy of +/- 6 seconds.
 EK0029
 EK0029.The orthometric height was determined by differential leveling
 EK0029.and adjusted by the National Geodetic Survey in June 1991..
 EK0029
 EK0029.The geoid height was determined by GEOID03.
 EK0029
 EK0029.The dynamic height is computed by dividing the NAVD 88
 EK0029.geopotential number by the normal gravity value computed on the
 EK0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0029.degrees latitude (g = 980.6199 gals.).
 EK0029
 EK0029.The modeled gravity was interpolated from observed gravity values.
 EK0029
 EK0029;                    North         East    Units  Estimated Accuracy
 EK0029;SPC AR S     -   610,890.      184,710.      MT  (+/- 180 meters Scaled)
 EK0029
 EK0029                          SUPERSEDED SURVEY CONTROL
 EK0029
 EK0029  NGVD 29 (??/??/92)  277.875  (m)          911.66   (f) ADJ UNCH    1 2
 EK0029
 EK0029.Superseded values are not recommended for survey control.
 EK0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0029.See file dsdata.txt to determine how the superseded data were derived.
 EK0029
 EK0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU765235(NAD 83)
 EK0029_MARKER: Z = SEE DESCRIPTION
 EK0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0029_SP_SET: RAIL
 EK0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0029
 EK0029  HISTORY     - Date     Condition        Report By
 EK0029  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0029  HISTORY     - 1932     GOOD             NGS
 EK0029  HISTORY     - 1965     MARK NOT FOUND   NGS
 EK0029  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0029
 EK0029                          STATION DESCRIPTION
 EK0029
 EK0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0029'0.5 MI S FROM POTTER.
 EK0029'0.5 MILE SOUTH BY R.R. NEAR M.P. 387 25 FT SOUTHWEST OF M.P.
 EK0029'387 45 FT NORTHWEST OF R.R. TRACK.
 EK0029
 EK0029                          STATION RECOVERY (1965)
 EK0029
 EK0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EK0029'MARK NOT FOUND.
 EK0029
 EK0029                          STATION RECOVERY (1985)
 EK0029
 EK0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0029'NOT RECOVERED, POSSIBLY TAKEN OUT BY RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0030 ***********************************************************************
 EK0030  DESIGNATION -  388
 EK0030  PID         -  EK0030
 EK0030  STATE/COUNTY-  AR/POLK
 EK0030  USGS QUAD   -  POTTER (1979)
 EK0030
 EK0030                         *CURRENT SURVEY CONTROL
 EK0030  ___________________________________________________________________
 EK0030* NAD 83(1986)-  34 32 12.     (N)    094 21 14.     (W)     SCALED    
 EK0030* NAVD 88     -       281.022  (meters)     921.99   (feet)  ADJUSTED  
 EK0030  ___________________________________________________________________
 EK0030  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 EK0030  DYNAMIC HT  -         280.717 (meters)     920.99  (feet)  COMP
 EK0030  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 EK0030
 EK0030  VERT ORDER  -  FIRST     CLASS II
 EK0030
 EK0030.The horizontal coordinates were scaled from a topographic map and have
 EK0030.an estimated accuracy of +/- 6 seconds.
 EK0030
 EK0030.The orthometric height was determined by differential leveling
 EK0030.and adjusted by the National Geodetic Survey in June 1991..
 EK0030
 EK0030.The geoid height was determined by GEOID03.
 EK0030
 EK0030.The dynamic height is computed by dividing the NAVD 88
 EK0030.geopotential number by the normal gravity value computed on the
 EK0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0030.degrees latitude (g = 980.6199 gals.).
 EK0030
 EK0030.The modeled gravity was interpolated from observed gravity values.
 EK0030
 EK0030;                    North         East    Units  Estimated Accuracy
 EK0030;SPC AR S     -   609,890.      183,940.      MT  (+/- 180 meters Scaled)
 EK0030
 EK0030                          SUPERSEDED SURVEY CONTROL
 EK0030
 EK0030  NGVD 29 (??/??/92)  280.932  (m)          921.69   (f) ADJ UNCH    1 2
 EK0030
 EK0030.Superseded values are not recommended for survey control.
 EK0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0030.See file dsdata.txt to determine how the superseded data were derived.
 EK0030
 EK0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU757224(NAD 83)
 EK0030_MARKER: Z = SEE DESCRIPTION
 EK0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0030_SP_SET: RAIL
 EK0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0030
 EK0030  HISTORY     - Date     Condition        Report By
 EK0030  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0030  HISTORY     - 1932     GOOD             NGS
 EK0030  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0030  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0030
 EK0030                          STATION DESCRIPTION
 EK0030
 EK0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0030'1.5 MI S FROM POTTER.
 EK0030'1.5 MILES SOUTH BY R.R. NEAR M.P. 388 15 FT WEST OF M.P. 388.
 EK0030'45 FT NORTHWEST OF R.R. TRACK.
 EK0030
 EK0030                          STATION RECOVERY (1961)
 EK0030
 EK0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0030'MARK NOT FOUND.
 EK0030
 EK0030                          STATION RECOVERY (1985)
 EK0030
 EK0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0030'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0755 ***********************************************************************
 DL0755  DESIGNATION -  389
 DL0755  PID         -  DL0755
 DL0755  STATE/COUNTY-  AR/LAFAYETTE
 DL0755  USGS QUAD   -  LEWISVILLE (1978)
 DL0755
 DL0755                         *CURRENT SURVEY CONTROL
 DL0755  ___________________________________________________________________
 DL0755* NAD 83(1986)-  33 21 16.     (N)    093 34 01.     (W)     SCALED    
 DL0755* NAVD 88     -        82.945  (meters)     272.13   (feet)  ADJUSTED  
 DL0755  ___________________________________________________________________
 DL0755  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DL0755  DYNAMIC HT  -          82.857 (meters)     271.84  (feet)  COMP
 DL0755  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DL0755
 DL0755  VERT ORDER  -  SECOND    CLASS 0
 DL0755
 DL0755.The horizontal coordinates were scaled from a topographic map and have
 DL0755.an estimated accuracy of +/- 6 seconds.
 DL0755
 DL0755.The orthometric height was determined by differential leveling
 DL0755.and adjusted by the National Geodetic Survey in June 1991..
 DL0755
 DL0755.The geoid height was determined by GEOID03.
 DL0755
 DL0755.The dynamic height is computed by dividing the NAVD 88
 DL0755.geopotential number by the normal gravity value computed on the
 DL0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0755.degrees latitude (g = 980.6199 gals.).
 DL0755
 DL0755.The modeled gravity was interpolated from observed gravity values.
 DL0755
 DL0755;                    North         East    Units  Estimated Accuracy
 DL0755;SPC AR S     -   477,400.      254,160.      MT  (+/- 180 meters Scaled)
 DL0755
 DL0755                          SUPERSEDED SURVEY CONTROL
 DL0755
 DL0755  NGVD 29 (??/??/92)   82.98   (m)          272.2    (f) COMPUTED    2 0
 DL0755
 DL0755.Superseded values are not recommended for survey control.
 DL0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0755.See file dsdata.txt to determine how the superseded data were derived.
 DL0755
 DL0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS472907(NAD 83)
 DL0755_MARKER: Q = CHISELED SQUARE
 DL0755_SETTING: 0 = UNSPECIFIED SETTING
 DL0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0755
 DL0755  HISTORY     - Date     Condition        Report By
 DL0755  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0755  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0755
 DL0755                          STATION DESCRIPTION
 DL0755
 DL0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0755'0.7 MI E FROM LEWISVILLE.
 DL0755'0.7 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0755'STATION AT LEWISVILLE, LAFAYETTE COUNTY, AT MILEPOST 389, 20 FEET
 DL0755'SOUTH OF THE CENTERLINE OF THE TRACK, AND IN CONCRETE.  A CHISELED
 DL0755'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0032 ***********************************************************************
 EK0032  DESIGNATION -  390
 EK0032  PID         -  EK0032
 EK0032  STATE/COUNTY-  AR/POLK
 EK0032  USGS QUAD   -  POTTER (1979)
 EK0032
 EK0032                         *CURRENT SURVEY CONTROL
 EK0032  ___________________________________________________________________
 EK0032* NAD 83(1986)-  34 30 38.     (N)    094 21 06.     (W)     SCALED    
 EK0032* NAVD 88     -       288.452  (meters)     946.36   (feet)  ADJUSTED  
 EK0032  ___________________________________________________________________
 EK0032  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 EK0032  DYNAMIC HT  -         288.140 (meters)     945.34  (feet)  COMP
 EK0032  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 EK0032
 EK0032  VERT ORDER  -  FIRST     CLASS II
 EK0032
 EK0032.The horizontal coordinates were scaled from a topographic map and have
 EK0032.an estimated accuracy of +/- 6 seconds.
 EK0032
 EK0032.The orthometric height was determined by differential leveling
 EK0032.and adjusted by the National Geodetic Survey in June 1991..
 EK0032
 EK0032.The geoid height was determined by GEOID03.
 EK0032
 EK0032.The dynamic height is computed by dividing the NAVD 88
 EK0032.geopotential number by the normal gravity value computed on the
 EK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0032.degrees latitude (g = 980.6199 gals.).
 EK0032
 EK0032.The modeled gravity was interpolated from observed gravity values.
 EK0032
 EK0032;                    North         East    Units  Estimated Accuracy
 EK0032;SPC AR S     -   606,990.      184,080.      MT  (+/- 180 meters Scaled)
 EK0032
 EK0032                          SUPERSEDED SURVEY CONTROL
 EK0032
 EK0032  NGVD 29 (??/??/92)  288.366  (m)          946.08   (f) ADJ UNCH    1 2
 EK0032
 EK0032.Superseded values are not recommended for survey control.
 EK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0032.See file dsdata.txt to determine how the superseded data were derived.
 EK0032
 EK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU759195(NAD 83)
 EK0032_MARKER: Z = SEE DESCRIPTION
 EK0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0032_SP_SET: RAIL
 EK0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0032
 EK0032  HISTORY     - Date     Condition        Report By
 EK0032  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0032  HISTORY     - 1932     GOOD             NGS
 EK0032  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0032  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0032
 EK0032                          STATION DESCRIPTION
 EK0032
 EK0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0032'2.2 MI N FROM HATFIELD.
 EK0032'2.2 MILES NORTH BY R.R. NEAR M.P. 390 10 FT NORTH OF M.P. 390.
 EK0032'45 FT WEST OF R.R. TRACK.
 EK0032
 EK0032                          STATION RECOVERY (1961)
 EK0032
 EK0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0032'MARK NOT FOUND.
 EK0032
 EK0032                          STATION RECOVERY (1985)
 EK0032
 EK0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0032'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1157 ***********************************************************************
 DK1157  DESIGNATION -  3900 A BOLT
 DK1157  PID         -  DK1157
 DK1157  STATE/COUNTY-  AR/CHICOT
 DK1157  USGS QUAD   -  READLAND (1970)
 DK1157
 DK1157                         *CURRENT SURVEY CONTROL
 DK1157  ___________________________________________________________________
 DK1157* NAD 83(1986)-  33 01 22.     (N)    091 11 42.     (W)     SCALED    
 DK1157* NAVD 88     -        33.58   (+/-2cm)     110.2    (feet)  VERTCON   
 DK1157  ___________________________________________________________________
 DK1157  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK1157
 DK1157  VERT ORDER  -  ? (See Below)
 DK1157
 DK1157.The horizontal coordinates were scaled from a topographic map and have
 DK1157.an estimated accuracy of +/- 6 seconds.
 DK1157
 DK1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1157.The vertical order pertains to the NGVD 29 superseded value.
 DK1157
 DK1157.The geoid height was determined by GEOID03.
 DK1157
 DK1157;                    North         East    Units  Estimated Accuracy
 DK1157;SPC AR S     -   439,790.      475,220.      MT  (+/- 180 meters Scaled)
 DK1157
 DK1157                          SUPERSEDED SURVEY CONTROL
 DK1157
 DK1157  NGVD 29 (??/??/??)   33.650  (m)          110.40   (f) ADJUSTED    ?  
 DK1157
 DK1157.Superseded values are not recommended for survey control.
 DK1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1157.See file dsdata.txt to determine how the superseded data were derived.
 DK1157
 DK1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS685552(NAD 83)
 DK1157_MARKER: B = BOLT
 DK1157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1157_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1157
 DK1157  HISTORY     - Date     Condition        Report By
 DK1157  HISTORY     - UNK      MONUMENTED       DOD
 DK1157  HISTORY     - 1934     GOOD             USE
 DK1157
 DK1157                          STATION DESCRIPTION
 DK1157
 DK1157'DESCRIBED BY US ENGINEERS 1934
 DK1157'1.7 MI E FROM ARKLA.
 DK1157'1.7 MILES EAST ALONG U.S. HIGHWAY 65 FROM ARKLA, THENCE 0.1 MILE SOUTH
 DK1157'ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTHWEST ALONG THE LEVEE, 1-1/2
 DK1157'MILES NORTH OF THE ARKANSAS-LOUISIANA STATE LINE, 1,500 FEET SOUTH OF
 DK1157'A SCHOOL WEST OF U.S. HIGHWAY 65, 630 FEET NORTH OF LEVEE STATION
 DK1157'3900, 115 FEET NORTHWEST OF A 26-INCH BLAZED SWEET GUM TREE, 110 FEET
 DK1157'SOUTHWEST OF A BLAZED 20-INCH SWEET GUM TREE, AND 50 FEET SOUTH OF A
 DK1157'CABIN IN THE BEND OF A BAYOU.  A COPPER BOLT, SET IN THE TOP OF
 DK1157'A STONE 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 DK1157'PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1158 ***********************************************************************
 DK1158  DESIGNATION -  3900 A CAP
 DK1158  PID         -  DK1158
 DK1158  STATE/COUNTY-  AR/CHICOT
 DK1158  USGS QUAD   -  READLAND (1970)
 DK1158
 DK1158                         *CURRENT SURVEY CONTROL
 DK1158  ___________________________________________________________________
 DK1158* NAD 83(1986)-  33 01 27.     (N)    091 11 33.     (W)     SCALED    
 DK1158* NAVD 88     -        34.78   (+/-2cm)     114.1    (feet)  VERTCON   
 DK1158  ___________________________________________________________________
 DK1158  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK1158
 DK1158  VERT ORDER  -  ? (See Below)
 DK1158
 DK1158.The horizontal coordinates were scaled from a topographic map and have
 DK1158.an estimated accuracy of +/- 6 seconds.
 DK1158
 DK1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1158.The vertical order pertains to the NGVD 29 superseded value.
 DK1158
 DK1158.The geoid height was determined by GEOID03.
 DK1158
 DK1158;                    North         East    Units  Estimated Accuracy
 DK1158;SPC AR S     -   439,950.      475,450.      MT  (+/- 180 meters Scaled)
 DK1158
 DK1158                          SUPERSEDED SURVEY CONTROL
 DK1158
 DK1158  NGVD 29 (??/??/??)   34.856  (m)          114.36   (f) ADJUSTED    ?  
 DK1158
 DK1158.Superseded values are not recommended for survey control.
 DK1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1158.See file dsdata.txt to determine how the superseded data were derived.
 DK1158
 DK1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688554(NAD 83)
 DK1158_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1158
 DK1158  HISTORY     - Date     Condition        Report By
 DK1158  HISTORY     - UNK      MONUMENTED       DOD
 DK1158  HISTORY     - 1934     GOOD             CGS
 DK1158
 DK1158                          STATION DESCRIPTION
 DK1158
 DK1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1158'1.7 MI N FROM ARKLA.
 DK1158'1 MILE NORTH OF STATE LINE.  B.M. IS         A PIPE STONE BENCH WITH
 DK1158'BRASS CAP, LOCATED ON THE RIGHT BANK OF THE MISS. RIVER, CHICOT CO.
 DK1158'ARK., 1 1/2 MILES NORTH OF ARK-LA. STATE LINE, 630 FT. NORTH OF LEVEE
 DK1158'AT L.S. NO. 3900, ABOUT 50 FT. SOUTH OF A CABIN, WHICH SETS IN
 DK1158'BEND OF BAYOU, ABOUT 1500 FT. SOUTH OF SCHOOL WHICH SETS ON WEST SIDE
 DK1158'OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0088 ***********************************************************************
 EK0088  DESIGNATION -  391 A
 EK0088  PID         -  EK0088
 EK0088  STATE/COUNTY-  AR/POLK
 EK0088  USGS QUAD   -  VANDERVOORT (1984)
 EK0088
 EK0088                         *CURRENT SURVEY CONTROL
 EK0088  ___________________________________________________________________
 EK0088* NAD 83(1986)-  34 29 38.     (N)    094 22 15.     (W)     SCALED    
 EK0088* NAVD 88     -       295.912  (meters)     970.84   (feet)  ADJUSTED  
 EK0088  ___________________________________________________________________
 EK0088  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 EK0088  DYNAMIC HT  -         295.592 (meters)     969.79  (feet)  COMP
 EK0088  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 EK0088
 EK0088  VERT ORDER  -  FIRST     CLASS II
 EK0088
 EK0088.The horizontal coordinates were scaled from a topographic map and have
 EK0088.an estimated accuracy of +/- 6 seconds.
 EK0088
 EK0088.The orthometric height was determined by differential leveling
 EK0088.and adjusted by the National Geodetic Survey in June 1991..
 EK0088
 EK0088.The geoid height was determined by GEOID03.
 EK0088
 EK0088.The dynamic height is computed by dividing the NAVD 88
 EK0088.geopotential number by the normal gravity value computed on the
 EK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0088.degrees latitude (g = 980.6199 gals.).
 EK0088
 EK0088.The modeled gravity was interpolated from observed gravity values.
 EK0088
 EK0088;                    North         East    Units  Estimated Accuracy
 EK0088;SPC AR S     -   605,190.      182,280.      MT  (+/- 180 meters Scaled)
 EK0088
 EK0088                          SUPERSEDED SURVEY CONTROL
 EK0088
 EK0088  NGVD 29 (??/??/92)  295.828  (m)          970.56   (f) ADJ UNCH    1 2
 EK0088
 EK0088.Superseded values are not recommended for survey control.
 EK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0088.See file dsdata.txt to determine how the superseded data were derived.
 EK0088
 EK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU741177(NAD 83)
 EK0088_MARKER: Q = CHISELED SQUARE
 EK0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0088_SP_SET: ABUTMENT
 EK0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0088
 EK0088  HISTORY     - Date     Condition        Report By
 EK0088  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0088  HISTORY     - 1932     GOOD             NGS
 EK0088  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0088  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0088
 EK0088                          STATION DESCRIPTION
 EK0088
 EK0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0088'0.6 MI N FROM HATFIELD.
 EK0088'0.6 MILE NORTH BY R.R.  IN BRIDGE B-392 IN NORTH ABUTMENT.  ON
 EK0088'EAST CORNER OF PARAPET WALL.
 EK0088
 EK0088                          STATION RECOVERY (1961)
 EK0088
 EK0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0088'MARK NOT FOUND.
 EK0088
 EK0088                          STATION RECOVERY (1985)
 EK0088
 EK0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0088'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0174 ***********************************************************************
 FH0174  DESIGNATION -  393
 FH0174  PID         -  FH0174
 FH0174  STATE/COUNTY-  AR/CRAWFORD
 FH0174  USGS QUAD   -  MULBERRY (1987)
 FH0174
 FH0174                         *CURRENT SURVEY CONTROL
 FH0174  ___________________________________________________________________
 FH0174* NAD 83(1986)-  35 29 40.     (N)    094 03 30.     (W)     SCALED    
 FH0174* NAVD 88     -       119.912  (meters)     393.41   (feet)  ADJUSTED  
 FH0174  ___________________________________________________________________
 FH0174  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FH0174  DYNAMIC HT  -         119.802 (meters)     393.05  (feet)  COMP
 FH0174  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 FH0174
 FH0174  VERT ORDER  -  FIRST     CLASS II
 FH0174
 FH0174.The horizontal coordinates were scaled from a topographic map and have
 FH0174.an estimated accuracy of +/- 6 seconds.
 FH0174
 FH0174.The orthometric height was determined by differential leveling
 FH0174.and adjusted by the National Geodetic Survey in June 1991..
 FH0174
 FH0174.The geoid height was determined by GEOID03.
 FH0174
 FH0174.The dynamic height is computed by dividing the NAVD 88
 FH0174.geopotential number by the normal gravity value computed on the
 FH0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0174.degrees latitude (g = 980.6199 gals.).
 FH0174
 FH0174.The modeled gravity was interpolated from observed gravity values.
 FH0174
 FH0174;                    North         East    Units  Estimated Accuracy
 FH0174;SPC AR N     -   130,770.      213,260.      MT  (+/- 180 meters Scaled)
 FH0174
 FH0174                          SUPERSEDED SURVEY CONTROL
 FH0174
 FH0174  NGVD 29 (??/??/92)  119.849  (m)          393.20   (f) ADJ UNCH    1 2
 FH0174
 FH0174.Superseded values are not recommended for survey control.
 FH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0174.See file dsdata.txt to determine how the superseded data were derived.
 FH0174
 FH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV040283(NAD 83)
 FH0174_MARKER: Q = CHISELED SQUARE
 FH0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0174_SP_SET: BRIDGE
 FH0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0174
 FH0174  HISTORY     - Date     Condition        Report By
 FH0174  HISTORY     - UNK      MONUMENTED       DOD
 FH0174  HISTORY     - 1932     GOOD             NGS
 FH0174  HISTORY     - 1959     GOOD             NGS
 FH0174
 FH0174                          STATION DESCRIPTION
 FH0174
 FH0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FH0174'0.3 MI W FROM MULBERRY.
 FH0174'ABOUT 0.3 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FH0174'MULBERRY, CRAWFORD COUNTY, ABOUT 3 POLES WEST OF MILEPOST 480,
 FH0174'AT BRIDGE 374, ON THE NORTH SIDE OF THE TRACK, AND ON THE TOP
 FH0174'OF THE WEST END OF THE BRIDGE.  A CHISELED SQUARE, SURROUNDED
 FH0174'BY THE LETTERS U.S.B.M.
 FH0174
 FH0174                          STATION RECOVERY (1959)
 FH0174
 FH0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0090 ***********************************************************************
 EK0090  DESIGNATION -  393.5
 EK0090  PID         -  EK0090
 EK0090  STATE/COUNTY-  AR/POLK
 EK0090  USGS QUAD   -  COVE (1984)
 EK0090
 EK0090                         *CURRENT SURVEY CONTROL
 EK0090  ___________________________________________________________________
 EK0090* NAD 83(1986)-  34 27 58.     (N)    094 22 41.     (W)     SCALED    
 EK0090* NAVD 88     -       272.144  (meters)     892.86   (feet)  ADJUSTED  
 EK0090  ___________________________________________________________________
 EK0090  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 EK0090  DYNAMIC HT  -         271.849 (meters)     891.89  (feet)  COMP
 EK0090  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 EK0090
 EK0090  VERT ORDER  -  FIRST     CLASS II
 EK0090
 EK0090.The horizontal coordinates were scaled from a topographic map and have
 EK0090.an estimated accuracy of +/- 6 seconds.
 EK0090
 EK0090.The orthometric height was determined by differential leveling
 EK0090.and adjusted by the National Geodetic Survey in June 1991..
 EK0090
 EK0090.The geoid height was determined by GEOID03.
 EK0090
 EK0090.The dynamic height is computed by dividing the NAVD 88
 EK0090.geopotential number by the normal gravity value computed on the
 EK0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0090.degrees latitude (g = 980.6199 gals.).
 EK0090
 EK0090.The modeled gravity was interpolated from observed gravity values.
 EK0090
 EK0090;                    North         East    Units  Estimated Accuracy
 EK0090;SPC AR S     -   602,120.      181,540.      MT  (+/- 180 meters Scaled)
 EK0090
 EK0090                          SUPERSEDED SURVEY CONTROL
 EK0090
 EK0090  NGVD 29 (??/??/92)  272.067  (m)          892.61   (f) ADJ UNCH    1 2
 EK0090
 EK0090.Superseded values are not recommended for survey control.
 EK0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0090.See file dsdata.txt to determine how the superseded data were derived.
 EK0090
 EK0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU734147(NAD 83)
 EK0090_MARKER: Q = CHISELED SQUARE
 EK0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0090_SP_SET: ABUTMENT
 EK0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0090
 EK0090  HISTORY     - Date     Condition        Report By
 EK0090  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0090  HISTORY     - 1932     GOOD             NGS
 EK0090  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0090  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0090
 EK0090                          STATION DESCRIPTION
 EK0090
 EK0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0090'1.5 MI S FROM HATFIELD.
 EK0090'1.5 MILES SOUTH BY R.R.  IN BRIDGE B-394 ON NORTH ABUTMENT.  ON
 EK0090'SOUTHEAST CORNER PARAPET WALL.
 EK0090
 EK0090                          STATION RECOVERY (1961)
 EK0090
 EK0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0090'MARK NOT FOUND.
 EK0090
 EK0090                          STATION RECOVERY (1985)
 EK0090
 EK0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0090'NOT SEARCHED FOR, OFF MAIN LEVEL LINE, LEVEL LINE REROUTED TO HIGHWAY
 EK0090'71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1705 ***********************************************************************
 EH1705  DESIGNATION -  39/40
 EH1705  PID         -  EH1705
 EH1705  STATE/COUNTY-  AR/JEFFERSON
 EH1705  USGS QUAD   -  CADES (1975)
 EH1705
 EH1705                         *CURRENT SURVEY CONTROL
 EH1705  ___________________________________________________________________
 EH1705* NAD 83(1986)-  34 06 15.     (N)    091 31 54.     (W)     SCALED    
 EH1705* NAVD 88     -        55.683  (meters)     182.69   (feet)  ADJUSTED  
 EH1705  ___________________________________________________________________
 EH1705  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1705  DYNAMIC HT  -          55.628 (meters)     182.51  (feet)  COMP
 EH1705  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 EH1705
 EH1705  VERT ORDER  -  SECOND    CLASS 0
 EH1705
 EH1705.The horizontal coordinates were scaled from a topographic map and have
 EH1705.an estimated accuracy of +/- 6 seconds.
 EH1705
 EH1705.The orthometric height was determined by differential leveling
 EH1705.and adjusted by the National Geodetic Survey in August 1993..
 EH1705
 EH1705.The geoid height was determined by GEOID03.
 EH1705
 EH1705.The dynamic height is computed by dividing the NAVD 88
 EH1705.geopotential number by the normal gravity value computed on the
 EH1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1705.degrees latitude (g = 980.6199 gals.).
 EH1705
 EH1705.The modeled gravity was interpolated from observed gravity values.
 EH1705
 EH1705;                    North         East    Units  Estimated Accuracy
 EH1705;SPC AR S     -   559,540.      443,210.      MT  (+/- 180 meters Scaled)
 EH1705
 EH1705                          SUPERSEDED SURVEY CONTROL
 EH1705
 EH1705  NAVD 88 (06/15/91)   55.727  (m)          182.83   (f) UNKNOWN     2 0
 EH1705  NGVD 29 (??/??/??)   55.794  (m)          183.05   (f) ADJUSTED    2 0
 EH1705
 EH1705.Superseded values are not recommended for survey control.
 EH1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1705.See file dsdata.txt to determine how the superseded data were derived.
 EH1705
 EH1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT354746(NAD 83)
 EH1705_MARKER: P = PIPE CAP
 EH1705_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1705_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1705_STAMPING: B M 39/40
 EH1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1705
 EH1705  HISTORY     - Date     Condition        Report By
 EH1705  HISTORY     - UNK      MONUMENTED       DOD
 EH1705  HISTORY     - 1940     GOOD             CGS
 EH1705  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1705
 EH1705                          STATION DESCRIPTION
 EH1705
 EH1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1705'1.2 MI S FROM REYDEL.
 EH1705'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM REYDEL, JEFFERSON COUNTY,
 EH1705'4.0 MILES EAST ALONG A DIRT ROAD LEADING TO THE BLACK STORE, 6.5 MILES
 EH1705'NORTHWEST OF A BIG BAYOU METO FLOODGATE, 0.1 MILE WEST OF THE BLACK
 EH1705'STORE, OPPOSITE A LARGE CORRUGATED-IRON BARN, 75 YARDS NORTH OF THE
 EH1705'TOE OF THE LEVEE, 47 YARDS EAST OF A WINDMILL, 22 FEET SOUTH OF THE
 EH1705'CENTERLINE OF THE ROAD, AND 7 FEET NORTH OF A WIRE FENCE AROUND A
 EH1705'GRADEN.  A STANDARD CAP, STAMPED B M 39/40 AND RIVETED ON THE TOP OF A
 EH1705'3-INCH IRON PIPE PROJECTING 15 INCHES ABOVE GROUND.
 EH1705
 EH1705                          STATION RECOVERY (2003)
 EH1705
 EH1705'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1704 ***********************************************************************
 EH1704  DESIGNATION -  39/40 REF
 EH1704  PID         -  EH1704
 EH1704  STATE/COUNTY-  AR/JEFFERSON
 EH1704  USGS QUAD   -  CADES (1975)
 EH1704
 EH1704                         *CURRENT SURVEY CONTROL
 EH1704  ___________________________________________________________________
 EH1704* NAD 83(1986)-  34 06 14.     (N)    091 31 49.     (W)     SCALED    
 EH1704* NAVD 88     -        55.283  (meters)     181.37   (feet)  ADJUSTED  
 EH1704  ___________________________________________________________________
 EH1704  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1704  DYNAMIC HT  -          55.229 (meters)     181.20  (feet)  COMP
 EH1704  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 EH1704
 EH1704  VERT ORDER  -  FIRST     CLASS II
 EH1704
 EH1704.The horizontal coordinates were scaled from a topographic map and have
 EH1704.an estimated accuracy of +/- 6 seconds.
 EH1704
 EH1704.The orthometric height was determined by differential leveling
 EH1704.and adjusted by the National Geodetic Survey in August 1993..
 EH1704
 EH1704.The geoid height was determined by GEOID03.
 EH1704
 EH1704.The dynamic height is computed by dividing the NAVD 88
 EH1704.geopotential number by the normal gravity value computed on the
 EH1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1704.degrees latitude (g = 980.6199 gals.).
 EH1704
 EH1704.The modeled gravity was interpolated from observed gravity values.
 EH1704
 EH1704;                    North         East    Units  Estimated Accuracy
 EH1704;SPC AR S     -   559,510.      443,340.      MT  (+/- 180 meters Scaled)
 EH1704
 EH1704                          SUPERSEDED SURVEY CONTROL
 EH1704
 EH1704  NAVD 88 (06/15/91)   55.328  (m)          181.52   (f) UNKNOWN     1 2
 EH1704  NGVD 29 (??/??/??)   55.377  (m)          181.68   (f) ADJUSTED    1 2
 EH1704
 EH1704.Superseded values are not recommended for survey control.
 EH1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1704.See file dsdata.txt to determine how the superseded data were derived.
 EH1704
 EH1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT355746(NAD 83)
 EH1704_MARKER: P = PIPE CAP
 EH1704_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1704_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1704_STAMPING: B M REF 39/40
 EH1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1704
 EH1704  HISTORY     - Date     Condition        Report By
 EH1704  HISTORY     - UNK      MONUMENTED       DOD
 EH1704  HISTORY     - 1954     GOOD             CGS
 EH1704  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1704
 EH1704                          STATION DESCRIPTION
 EH1704
 EH1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1704'5.3 MI SE FROM REYDEL.
 EH1704'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1704'THENCE 4.1 MILES SOUTHEAST ALONG A DIRT ROAD, 6.5 FEET SOUTH OF THE
 EH1704'FRONT OF THE FARELLY LAKE STORE, 1.7 FEET WEST OF A POWER POLE,
 EH1704'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE
 EH1704'GROUND.
 EH1704
 EH1704                          STATION RECOVERY (2003)
 EH1704
 EH1704'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0091 ***********************************************************************
 EK0091  DESIGNATION -  395
 EK0091  PID         -  EK0091
 EK0091  STATE/COUNTY-  AR/POLK
 EK0091  USGS QUAD   -  COVE (1984)
 EK0091
 EK0091                         *CURRENT SURVEY CONTROL
 EK0091  ___________________________________________________________________
 EK0091* NAD 83(1986)-  34 27 15.     (N)    094 23 24.     (W)     SCALED    
 EK0091* NAVD 88     -       291.907  (meters)     957.70   (feet)  ADJUSTED  
 EK0091  ___________________________________________________________________
 EK0091  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 EK0091  DYNAMIC HT  -         291.592 (meters)     956.66  (feet)  COMP
 EK0091  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 EK0091
 EK0091  VERT ORDER  -  FIRST     CLASS II
 EK0091
 EK0091.The horizontal coordinates were scaled from a topographic map and have
 EK0091.an estimated accuracy of +/- 6 seconds.
 EK0091
 EK0091.The orthometric height was determined by differential leveling
 EK0091.and adjusted by the National Geodetic Survey in June 1991..
 EK0091
 EK0091.The geoid height was determined by GEOID03.
 EK0091
 EK0091.The dynamic height is computed by dividing the NAVD 88
 EK0091.geopotential number by the normal gravity value computed on the
 EK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0091.degrees latitude (g = 980.6199 gals.).
 EK0091
 EK0091.The modeled gravity was interpolated from observed gravity values.
 EK0091
 EK0091;                    North         East    Units  Estimated Accuracy
 EK0091;SPC AR S     -   600,820.      180,410.      MT  (+/- 180 meters Scaled)
 EK0091
 EK0091                          SUPERSEDED SURVEY CONTROL
 EK0091
 EK0091  NGVD 29 (??/??/92)  291.830  (m)          957.45   (f) ADJ UNCH    1 2
 EK0091
 EK0091.Superseded values are not recommended for survey control.
 EK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0091.See file dsdata.txt to determine how the superseded data were derived.
 EK0091
 EK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU723133(NAD 83)
 EK0091_MARKER: Z = SEE DESCRIPTION
 EK0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0091_SP_SET: RAIL
 EK0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0091
 EK0091  HISTORY     - Date     Condition        Report By
 EK0091  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0091  HISTORY     - 1932     GOOD             NGS
 EK0091  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0091  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0091
 EK0091                          STATION DESCRIPTION
 EK0091
 EK0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0091'2 MI N FROM COVE.
 EK0091'2.0 MILES NORTH BY R.R.  NEAR M.P. 395 10 FT SOUTH OF M.P. 395.
 EK0091'30 FT WEST OF R.R. TRACK.
 EK0091
 EK0091                          STATION RECOVERY (1961)
 EK0091
 EK0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0091'MARK NOT FOUND.
 EK0091
 EK0091                          STATION RECOVERY (1985)
 EK0091
 EK0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0091'NOT SEARCHED FOR, LEVEL LINE REROUTED TO U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1159 ***********************************************************************
 DK1159  DESIGNATION -  3950 A BOLT
 DK1159  PID         -  DK1159
 DK1159  STATE/COUNTY-  AR/CHICOT
 DK1159  USGS QUAD   -  READLAND (1970)
 DK1159
 DK1159                         *CURRENT SURVEY CONTROL
 DK1159  ___________________________________________________________________
 DK1159* NAD 83(1986)-  33 00 47.     (N)    091 12 34.     (W)     SCALED    
 DK1159* NAVD 88     -        32.58   (+/-2cm)     106.9    (feet)  VERTCON   
 DK1159  ___________________________________________________________________
 DK1159  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK1159
 DK1159  VERT ORDER  -  ? (See Below)
 DK1159
 DK1159.The horizontal coordinates were scaled from a topographic map and have
 DK1159.an estimated accuracy of +/- 6 seconds.
 DK1159
 DK1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1159.The vertical order pertains to the NGVD 29 superseded value.
 DK1159
 DK1159.The geoid height was determined by GEOID03.
 DK1159
 DK1159;                    North         East    Units  Estimated Accuracy
 DK1159;SPC AR S     -   438,710.      473,870.      MT  (+/- 180 meters Scaled)
 DK1159
 DK1159                          SUPERSEDED SURVEY CONTROL
 DK1159
 DK1159  NGVD 29 (??/??/??)   32.656  (m)          107.14   (f) ADJUSTED    ?  
 DK1159
 DK1159.Superseded values are not recommended for survey control.
 DK1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1159.See file dsdata.txt to determine how the superseded data were derived.
 DK1159
 DK1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672541(NAD 83)
 DK1159_MARKER: B = BOLT
 DK1159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1159_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1159
 DK1159  HISTORY     - Date     Condition        Report By
 DK1159  HISTORY     - UNK      MONUMENTED       DOD
 DK1159  HISTORY     - 1934     GOOD             USE
 DK1159
 DK1159                          STATION DESCRIPTION
 DK1159
 DK1159'DESCRIBED BY US ENGINEERS 1934
 DK1159'1.7 MI E FROM ARKLA.
 DK1159'1.7 MILES EAST ALONG U.S. HIGHWAY 65 FROM ARKLA, THENCE 0.1 MILE SOUTH
 DK1159'ALONG A DIRT ROAD, THENCE 1.2 MILES SOUTHWEST ALONG THE LEVEE, 1/2
 DK1159'MILE NORTH OF THE ARKANSAS-LOUISIANA STATE LINE, IN A FIELD, 650 FEET
 DK1159'NORTHWEST OF LEVEE STATION 3950, 150 FEET WEST OF A DRAINAGE DITCH,
 DK1159'AND 15 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD FROM THE LEVEE TO
 DK1159'U.S. HIGHWAY 65.  A COPPER BOLT, SET IN THE TOP OF A STONE 3 FEET
 DK1159'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 DK1159'CORPS OF ENGINEERS, U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1160 ***********************************************************************
 DK1160  DESIGNATION -  3950 A CAP
 DK1160  PID         -  DK1160
 DK1160  STATE/COUNTY-  AR/CHICOT
 DK1160  USGS QUAD   -  READLAND (1970)
 DK1160
 DK1160                         *CURRENT SURVEY CONTROL
 DK1160  ___________________________________________________________________
 DK1160* NAD 83(1986)-  33 00 47.     (N)    091 12 34.     (W)     SCALED    
 DK1160* NAVD 88     -        33.80   (+/-2cm)     110.9    (feet)  VERTCON   
 DK1160  ___________________________________________________________________
 DK1160  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK1160
 DK1160  VERT ORDER  -  ? (See Below)
 DK1160
 DK1160.The horizontal coordinates were scaled from a topographic map and have
 DK1160.an estimated accuracy of +/- 6 seconds.
 DK1160
 DK1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1160.The vertical order pertains to the NGVD 29 superseded value.
 DK1160
 DK1160.The geoid height was determined by GEOID03.
 DK1160
 DK1160;                    North         East    Units  Estimated Accuracy
 DK1160;SPC AR S     -   438,710.      473,870.      MT  (+/- 180 meters Scaled)
 DK1160
 DK1160                          SUPERSEDED SURVEY CONTROL
 DK1160
 DK1160  NGVD 29 (??/??/??)   33.872  (m)          111.13   (f) ADJUSTED    ?  
 DK1160
 DK1160.Superseded values are not recommended for survey control.
 DK1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1160.See file dsdata.txt to determine how the superseded data were derived.
 DK1160
 DK1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672541(NAD 83)
 DK1160_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1160_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1160
 DK1160  HISTORY     - Date     Condition        Report By
 DK1160  HISTORY     - UNK      MONUMENTED       DOD
 DK1160  HISTORY     - 1934     GOOD             CGS
 DK1160
 DK1160                          STATION DESCRIPTION
 DK1160
 DK1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1160'1.7 MI E FROM ARKLA.
 DK1160'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 DK1160'OF THE MISS. RIVER, CHICOT CO. ARK, 1/2 MILE NORTH OF THE ARK-LA.
 DK1160'STATE LINE, IN FIELD 650 FT. WEST OF LEVEE AT L.S. NO. 3950, ABOUT 150
 DK1160'FT. WEST OF DRAINAGE DITCH AND 15 FT. NORTH OF CENTERLINE OF DIRT ROAD
 DK1160'THAT RUNS FROM LEVEE TO HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0094 ***********************************************************************
 EK0094  DESIGNATION -  398
 EK0094  PID         -  EK0094
 EK0094  STATE/COUNTY-  AR/POLK
 EK0094  USGS QUAD   -  COVE (1984)
 EK0094
 EK0094                         *CURRENT SURVEY CONTROL
 EK0094  ___________________________________________________________________
 EK0094* NAD 83(1986)-  34 25 21.     (N)    094 24 02.     (W)     SCALED    
 EK0094* NAVD 88     -       300.234  (meters)     985.02   (feet)  ADJUSTED  
 EK0094  ___________________________________________________________________
 EK0094  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 EK0094  DYNAMIC HT  -         299.910 (meters)     983.95  (feet)  COMP
 EK0094  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 EK0094
 EK0094  VERT ORDER  -  FIRST     CLASS II
 EK0094
 EK0094.The horizontal coordinates were scaled from a topographic map and have
 EK0094.an estimated accuracy of +/- 6 seconds.
 EK0094
 EK0094.The orthometric height was determined by differential leveling
 EK0094.and adjusted by the National Geodetic Survey in June 1991..
 EK0094
 EK0094.The geoid height was determined by GEOID03.
 EK0094
 EK0094.The dynamic height is computed by dividing the NAVD 88
 EK0094.geopotential number by the normal gravity value computed on the
 EK0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0094.degrees latitude (g = 980.6199 gals.).
 EK0094
 EK0094.The modeled gravity was interpolated from observed gravity values.
 EK0094
 EK0094;                    North         East    Units  Estimated Accuracy
 EK0094;SPC AR S     -   597,330.      179,360.      MT  (+/- 180 meters Scaled)
 EK0094
 EK0094                          SUPERSEDED SURVEY CONTROL
 EK0094
 EK0094  NGVD 29 (??/??/92)  300.161  (m)          984.78   (f) ADJ UNCH    1 2
 EK0094
 EK0094.Superseded values are not recommended for survey control.
 EK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0094.See file dsdata.txt to determine how the superseded data were derived.
 EK0094
 EK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU713098(NAD 83)
 EK0094_MARKER: X = CHISELED CROSS
 EK0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0094_SP_SET: RIVET
 EK0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0094
 EK0094  HISTORY     - Date     Condition        Report By
 EK0094  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0094  HISTORY     - 1932     GOOD             NGS
 EK0094  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0094  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0094
 EK0094                          STATION DESCRIPTION
 EK0094
 EK0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0094'1.3 MI S FROM COVE.
 EK0094'1.3 MILES SOUTH BY R.R.  B.M. CROSS (+) CUT IN HEAD OF 4TH RIVET
 EK0094'FROM NORTH END WEST SIDE OF SUB-GRADE TRUSS.
 EK0094
 EK0094                          STATION RECOVERY (1961)
 EK0094
 EK0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0094'MARK NOT FOUND.
 EK0094
 EK0094                          STATION RECOVERY (1985)
 EK0094
 EK0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0094'NOT RECOVERED, LEVEL LINE REROUTED OFF RAILROAD TO U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0095 ***********************************************************************
 EK0095  DESIGNATION -  399
 EK0095  PID         -  EK0095
 EK0095  STATE/COUNTY-  AR/POLK
 EK0095  USGS QUAD   -  COVE (1984)
 EK0095
 EK0095                         *CURRENT SURVEY CONTROL
 EK0095  ___________________________________________________________________
 EK0095* NAD 83(1986)-  34 24 36.     (N)    094 23 32.     (W)     SCALED    
 EK0095* NAVD 88     -       309.077  (meters)    1014.03   (feet)  ADJUSTED  
 EK0095  ___________________________________________________________________
 EK0095  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 EK0095  DYNAMIC HT  -         308.744 (meters)    1012.94  (feet)  COMP
 EK0095  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 EK0095
 EK0095  VERT ORDER  -  FIRST     CLASS II
 EK0095
 EK0095.The horizontal coordinates were scaled from a topographic map and have
 EK0095.an estimated accuracy of +/- 6 seconds.
 EK0095
 EK0095.The orthometric height was determined by differential leveling
 EK0095.and adjusted by the National Geodetic Survey in June 1991..
 EK0095
 EK0095.The geoid height was determined by GEOID03.
 EK0095
 EK0095.The dynamic height is computed by dividing the NAVD 88
 EK0095.geopotential number by the normal gravity value computed on the
 EK0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0095.degrees latitude (g = 980.6199 gals.).
 EK0095
 EK0095.The modeled gravity was interpolated from observed gravity values.
 EK0095
 EK0095;                    North         East    Units  Estimated Accuracy
 EK0095;SPC AR S     -   595,930.      180,100.      MT  (+/- 180 meters Scaled)
 EK0095
 EK0095                          SUPERSEDED SURVEY CONTROL
 EK0095
 EK0095  NGVD 29 (??/??/92)  309.005  (m)         1013.79   (f) ADJ UNCH    1 2
 EK0095
 EK0095.Superseded values are not recommended for survey control.
 EK0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0095.See file dsdata.txt to determine how the superseded data were derived.
 EK0095
 EK0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU720084(NAD 83)
 EK0095_MARKER: Z = SEE DESCRIPTION
 EK0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0095_SP_SET: RAIL
 EK0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0095
 EK0095  HISTORY     - Date     Condition        Report By
 EK0095  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0095  HISTORY     - 1932     GOOD             NGS
 EK0095  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0095  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0095
 EK0095                          STATION DESCRIPTION
 EK0095
 EK0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0095'2.2 MI S FROM COVE.
 EK0095'2.2 MILES SOUTH BY R.R.  NEAR M.P. 399.  12 FT EAST OF MP.P 399.
 EK0095'25 FT SOUTH OF R.R. TRACKS.
 EK0095
 EK0095                          STATION RECOVERY (1961)
 EK0095
 EK0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0095'MARK NOT FOUND.
 EK0095
 EK0095                          STATION RECOVERY (1985)
 EK0095
 EK0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0095'NOT RECOVERED, LEVEL LINE REROUTED FROM RAILROAD TO U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0813 ***********************************************************************
 DL0813  DESIGNATION -  4
 DL0813  PID         -  DL0813
 DL0813  STATE/COUNTY-  AR/MILLER
 DL0813  USGS QUAD   -  GARLAND (1975)
 DL0813
 DL0813                         *CURRENT SURVEY CONTROL
 DL0813  ___________________________________________________________________
 DL0813* NAD 83(1986)-  33 21 45.     (N)    093 42 29.     (W)     SCALED    
 DL0813* NAVD 88     -        70.445  (meters)     231.12   (feet)  ADJUSTED  
 DL0813  ___________________________________________________________________
 DL0813  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL0813  DYNAMIC HT  -          70.370 (meters)     230.87  (feet)  COMP
 DL0813  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DL0813
 DL0813  VERT ORDER  -  FIRST     CLASS II
 DL0813
 DL0813.The horizontal coordinates were scaled from a topographic map and have
 DL0813.an estimated accuracy of +/- 6 seconds.
 DL0813
 DL0813.The orthometric height was determined by differential leveling
 DL0813.and adjusted by the National Geodetic Survey in June 1991..
 DL0813
 DL0813.The geoid height was determined by GEOID03.
 DL0813
 DL0813.The dynamic height is computed by dividing the NAVD 88
 DL0813.geopotential number by the normal gravity value computed on the
 DL0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0813.degrees latitude (g = 980.6199 gals.).
 DL0813
 DL0813.The modeled gravity was interpolated from observed gravity values.
 DL0813
 DL0813;                    North         East    Units  Estimated Accuracy
 DL0813;SPC AR S     -   478,500.      241,040.      MT  (+/- 180 meters Scaled)
 DL0813
 DL0813                          SUPERSEDED SURVEY CONTROL
 DL0813
 DL0813  NGVD 29 (??/??/92)   70.44   (m)          231.1    (f) COMPUTED    1 2
 DL0813
 DL0813.Superseded values are not recommended for survey control.
 DL0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0813.See file dsdata.txt to determine how the superseded data were derived.
 DL0813
 DL0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS341916(NAD 83)
 DL0813_MARKER: B = BOLT
 DL0813_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0813_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0813_STAMPING: USEBM
 DL0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0813
 DL0813  HISTORY     - Date     Condition        Report By
 DL0813  HISTORY     - UNK      MONUMENTED       USE
 DL0813  HISTORY     - 1963     POOR             NGS
 DL0813  HISTORY     - 1985     MARK NOT FOUND   NGS
 DL0813
 DL0813                          STATION DESCRIPTION
 DL0813
 DL0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0813'IN GARLAND CITY.
 DL0813'AT GARLAND CITY, MILLER COUNTY, ABOUT 2,020 FEET NORTHWEST OF THE
 DL0813'CENTER PIER OF THE ST. LOUIS SOUTHWESTERN RAILWAY DRAWBRIDGE OVER RED
 DL0813'RIVER, OPPOSITE THE WEST CORNER OF A SECTION HOUSE, ABOUT 70 FEET
 DL0813'NORTHEAST OF THE TRACK, AND IN AN OPEN SPACE ON THE RIGHT-OF-WAY. THE
 DL0813'TOP OF A ROUND-HEADED COPPER BOLT, SURROUNDED BY THE LETTERS USBM AND
 DL0813'SET IN A BLOCK OF LIMESTONE, ABOUT 4 FEET UNDERGROUND.  ACCESS TO THE
 DL0813'MARK IS HAD THROUGH AN IRON PIPE, ON THE TOP OF WHICH IS BOLTED AN
 DL0813'IRON CAP BEARING A SMALL BOSS AND THE LETTERS USEBM.
 DL0813
 DL0813                          STATION RECOVERY (1985)
 DL0813
 DL0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1302 ***********************************************************************
 FF1302  DESIGNATION -  4 B
 FF1302  PID         -  FF1302
 FF1302  STATE/COUNTY-  AR/WHITE
 FF1302  USGS QUAD   -  LETONA (1962)
 FF1302
 FF1302                         *CURRENT SURVEY CONTROL
 FF1302  ___________________________________________________________________
 FF1302* NAD 83(1997)-  35 22 15.97246(N)    091 47 51.24770(W)     ADJUSTED  
 FF1302* NAVD 88     -        71.461  (meters)     234.45   (feet)  ADJUSTED  
 FF1302  ___________________________________________________________________
 FF1302  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FF1302  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1302  DYNAMIC HT  -          71.397 (meters)     234.24  (feet)  COMP
 FF1302  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 FF1302
 FF1302  HORZ ORDER  -  THIRD
 FF1302  VERT ORDER  -  SECOND    CLASS 0
 FF1302
 FF1302.The horizontal coordinates were established by classical geodetic methods
 FF1302.and adjusted by the National Geodetic Survey in September 1999..
 FF1302
 FF1302.The orthometric height was determined by differential leveling
 FF1302.and adjusted by the National Geodetic Survey in June 1991..
 FF1302
 FF1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1302
 FF1302.The geoid height was determined by GEOID03.
 FF1302
 FF1302.The dynamic height is computed by dividing the NAVD 88
 FF1302.geopotential number by the normal gravity value computed on the
 FF1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1302.degrees latitude (g = 980.6199 gals.).
 FF1302
 FF1302.The modeled gravity was interpolated from observed gravity values.
 FF1302
 FF1302;                    North         East     Units Scale Factor Converg.
 FF1302;SPC AR N     -   115,150.431   418,394.689   MT  0.99994282   +0 07 04.1
 FF1302;SPC AR N     -   377,789.37  1,372,683.24   sFT  0.99994282   +0 07 04.1
 FF1302;UTM  15      - 3,914,861.824   609,228.818   MT  0.99974703   +0 41 46.0
 FF1302
 FF1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1302!SPC AR N     -   0.99999308  x   0.99994282  =   0.99993590
 FF1302!UTM  15      -   0.99999308  x   0.99974703  =   0.99974011
 FF1302
 FF1302|---------------------------------------------------------------------|
 FF1302| PID    Reference Object                     Distance      Geod. Az  |
 FF1302|                                                           dddmmss.s |
 FF1302| FF1304 4 C                                 319.672 METERS 03834     |
 FF1302| FF1303 4 B AZ MK                                          0861746.8 |
 FF1302|---------------------------------------------------------------------|
 FF1302
 FF1302                          SUPERSEDED SURVEY CONTROL
 FF1302
 FF1302  NAD 83(1986)-  35 22 15.98428(N)    091 47 51.24886(W) AD(       ) 3
 FF1302  NGVD 29 (??/??/??)   71.403  (m)          234.26   (f) ADJUSTED    2 0
 FF1302
 FF1302.Superseded values are not recommended for survey control.
 FF1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1302.See file dsdata.txt to determine how the superseded data were derived.
 FF1302
 FF1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0922914862(NAD 83)
 FF1302_MARKER: DD = SURVEY DISK
 FF1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1302_STAMPING: 4B
 FF1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1302+STABILITY: SURFACE MOTION
 FF1302
 FF1302  HISTORY     - Date     Condition        Report By
 FF1302  HISTORY     - UNK      MONUMENTED       USAF
 FF1302  HISTORY     - 1962     GOOD             CGS
 FF1302  HISTORY     - 20030729 MARK NOT FOUND   USACE
 FF1302
 FF1302                          STATION DESCRIPTION
 FF1302
 FF1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1302'5 MI SE FROM PANGBURN.
 FF1302'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION
 FF1302'OF STATE HIGHWAYS 16 AND 124 AT PANGBURN, THENCE 0.1 MILE
 FF1302'NORTHEAST ALONG A PAVED ROAD, THENCE 0.4 MILE EAST ALONG A
 FF1302'PAVED ROAD, ABOUT 1075 FEET NORTHWEST OF THE SILO, SET IN TOP
 FF1302'OF A CYLINDRICAL CONCRETE POST 18 INCHES IN DIAMETER AND
 FF1302'PROJECTING ABOUT 5 FEET ABOVE GROUND SURFACE.
 FF1302
 FF1302                          STATION RECOVERY (2003)
 FF1302
 FF1302'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1302'NOT RECOVERED DUE TO PRIVATE PROPERTY, LOCKED GATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1303 ***********************************************************************
 FF1303  DESIGNATION -  4 B AZ MK
 FF1303  PID         -  FF1303
 FF1303  STATE/COUNTY-  AR/WHITE
 FF1303  USGS QUAD   -  LETONA (1962)
 FF1303
 FF1303                         *CURRENT SURVEY CONTROL
 FF1303  ___________________________________________________________________
 FF1303* NAD 83(1986)-  35 22 10.     (N)    091 47 35.     (W)     SCALED    
 FF1303* NAVD 88     -        72.914  (meters)     239.22   (feet)  ADJUSTED  
 FF1303  ___________________________________________________________________
 FF1303  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1303  DYNAMIC HT  -          72.849 (meters)     239.01  (feet)  COMP
 FF1303  MODELED GRAV-     979,736.6   (mgal)                       NAVD 88
 FF1303
 FF1303  VERT ORDER  -  SECOND    CLASS 0
 FF1303
 FF1303.The horizontal coordinates were scaled from a topographic map and have
 FF1303.an estimated accuracy of +/- 6 seconds.
 FF1303
 FF1303.The orthometric height was determined by differential leveling
 FF1303.and adjusted by the National Geodetic Survey in June 1991..
 FF1303
 FF1303.The geoid height was determined by GEOID03.
 FF1303
 FF1303.The dynamic height is computed by dividing the NAVD 88
 FF1303.geopotential number by the normal gravity value computed on the
 FF1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1303.degrees latitude (g = 980.6199 gals.).
 FF1303
 FF1303.The modeled gravity was interpolated from observed gravity values.
 FF1303
 FF1303;                    North         East    Units  Estimated Accuracy
 FF1303;SPC AR N     -   114,970.      418,810.      MT  (+/- 180 meters Scaled)
 FF1303
 FF1303                          SUPERSEDED SURVEY CONTROL
 FF1303
 FF1303  NGVD 29 (??/??/??)   72.856  (m)          239.03   (f) ADJUSTED    2 0
 FF1303
 FF1303.Superseded values are not recommended for survey control.
 FF1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1303.See file dsdata.txt to determine how the superseded data were derived.
 FF1303
 FF1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV096146(NAD 83)
 FF1303_MARKER: DZ = AZIMUTH MARK DISK
 FF1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1303_STAMPING: 4B 1962
 FF1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1303+STABILITY: SURFACE MOTION
 FF1303
 FF1303  HISTORY     - Date     Condition        Report By
 FF1303  HISTORY     - 1962     MONUMENTED       CGS
 FF1303  HISTORY     - 20030729 MARK NOT FOUND   USACE
 FF1303
 FF1303                          STATION DESCRIPTION
 FF1303
 FF1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1303'5 MI SE FROM PANGBURN.
 FF1303'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION
 FF1303'OF STATE HIGHWAYS 16 AND 124 IN PANGBURN, THENCE 0.1 MILE
 FF1303'NORTHEAST ALONG A PAVED ROAD, THENCE 0.4 MILE EAST ALONG A
 FF1303'PAVED ROAD, ABOUT 180 FEET SOUTH OF THE NORTHEAST EASEMENT FENCE,
 FF1303'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE
 FF1303'GROUND SURFACE.
 FF1303
 FF1303                          STATION RECOVERY (2003)
 FF1303
 FF1303'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1303'MARK IS ON PRIVATE PROPERTY. UNACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0371 ***********************************************************************
 FG0371  DESIGNATION -  4 BLS
 FG0371  PID         -  FG0371
 FG0371  STATE/COUNTY-  AR/CONWAY
 FG0371  USGS QUAD   -  SPRINGFIELD (1990)
 FG0371
 FG0371                         *CURRENT SURVEY CONTROL
 FG0371  ___________________________________________________________________
 FG0371* NAD 83(1986)-  35 15 29.     (N)    092 34 12.     (W)     SCALED    
 FG0371* NAVD 88     -       123.161  (meters)     404.07   (feet)  ADJUSTED  
 FG0371  ___________________________________________________________________
 FG0371  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FG0371  DYNAMIC HT  -         123.046 (meters)     403.69  (feet)  COMP
 FG0371  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FG0371
 FG0371  VERT ORDER  -  SECOND    CLASS 0
 FG0371
 FG0371.The horizontal coordinates were scaled from a topographic map and have
 FG0371.an estimated accuracy of +/- 6 seconds.
 FG0371
 FG0371.The orthometric height was determined by differential leveling
 FG0371.and adjusted by the National Geodetic Survey in June 1991..
 FG0371
 FG0371.The geoid height was determined by GEOID03.
 FG0371
 FG0371.The dynamic height is computed by dividing the NAVD 88
 FG0371.geopotential number by the normal gravity value computed on the
 FG0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0371.degrees latitude (g = 980.6199 gals.).
 FG0371
 FG0371.The modeled gravity was interpolated from observed gravity values.
 FG0371
 FG0371;                    North         East    Units  Estimated Accuracy
 FG0371;SPC AR N     -   102,740.      348,130.      MT  (+/- 180 meters Scaled)
 FG0371
 FG0371                          SUPERSEDED SURVEY CONTROL
 FG0371
 FG0371  NGVD 29 (??/??/92)  123.164  (m)          404.08   (f) ADJ UNCH    2 0
 FG0371
 FG0371.Superseded values are not recommended for survey control.
 FG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0371.See file dsdata.txt to determine how the superseded data were derived.
 FG0371
 FG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV391017(NAD 83)
 FG0371_MARKER: DB = BENCH MARK DISK
 FG0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0371_STAMPING: 404 FEET 4 BLS 1960
 FG0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0371+STABILITY: SURFACE MOTION
 FG0371
 FG0371  HISTORY     - Date     Condition        Report By
 FG0371  HISTORY     - 1960     MONUMENTED       USGS
 FG0371  HISTORY     - 1962     GOOD             NGS
 FG0371  HISTORY     - 19970319 GOOD             USPSQD
 FG0371
 FG0371                          STATION DESCRIPTION
 FG0371
 FG0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0371'8.9 MI N FROM PLUMERVILLE.
 FG0371'8.9 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U.S.
 FG0371'HIGHWAY 64 AND STATE HIGHWAY 92 IN PLUMERVILLE, 40.5 FEET SOUTH OF THE
 FG0371'CENTER LINE OF THE HIGHWAY, 0.9 FEET NORTH OF A FENCE LINE, SET IN THE
 FG0371'TOP OF A 6 INCH SQUARE POST WHICH PROJECTS 0.9 FEET ABOVE THE GROUND.
 FG0371
 FG0371                          STATION RECOVERY (1997)
 FG0371
 FG0371'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1304 ***********************************************************************
 FF1304  DESIGNATION -  4 C
 FF1304  PID         -  FF1304
 FF1304  STATE/COUNTY-  AR/WHITE
 FF1304  USGS QUAD   -  LETONA (1962)
 FF1304
 FF1304                         *CURRENT SURVEY CONTROL
 FF1304  ___________________________________________________________________
 FF1304* NAD 83(1997)-  35 22 24.08195(N)    091 47 43.35152(W)     ADJUSTED  
 FF1304* NAVD 88     -        76.989  (meters)     252.59   (feet)  ADJUSTED  
 FF1304  ___________________________________________________________________
 FF1304  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 FF1304  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1304  DYNAMIC HT  -          76.920 (meters)     252.36  (feet)  COMP
 FF1304  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 FF1304
 FF1304  HORZ ORDER  -  THIRD
 FF1304  VERT ORDER  -  SECOND    CLASS 0
 FF1304
 FF1304.The horizontal coordinates were established by classical geodetic methods
 FF1304.and adjusted by the National Geodetic Survey in September 1999..
 FF1304
 FF1304.The orthometric height was determined by differential leveling
 FF1304.and adjusted by the National Geodetic Survey in June 1991..
 FF1304
 FF1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1304
 FF1304.The geoid height was determined by GEOID03.
 FF1304
 FF1304.The dynamic height is computed by dividing the NAVD 88
 FF1304.geopotential number by the normal gravity value computed on the
 FF1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1304.degrees latitude (g = 980.6199 gals.).
 FF1304
 FF1304.The modeled gravity was interpolated from observed gravity values.
 FF1304
 FF1304;                    North         East     Units Scale Factor Converg.
 FF1304;SPC AR N     -   115,400.752   418,593.479   MT  0.99994267   +0 07 08.7
 FF1304;SPC AR N     -   378,610.63  1,373,335.44   sFT  0.99994267   +0 07 08.7
 FF1304;UTM  15      - 3,915,114.090   609,425.034   MT  0.99974756   +0 41 50.7
 FF1304
 FF1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1304!SPC AR N     -   0.99999221  x   0.99994267  =   0.99993488
 FF1304!UTM  15      -   0.99999221  x   0.99974756  =   0.99973977
 FF1304
 FF1304:                Primary Azimuth Mark                     Grid Az
 FF1304:SPC AR N     -  4 C AZ MK                                137 38 01.6
 FF1304:UTM  15      -  4 C AZ MK                                137 03 19.6
 FF1304
 FF1304|---------------------------------------------------------------------|
 FF1304| PID    Reference Object                     Distance      Geod. Az  |
 FF1304|                                                           dddmmss.s |
 FF1304| CI0003 4 C AZ MK                                          1374510.3 |
 FF1304| FF1302 4 B                                 319.672 METERS 21834     |
 FF1304|---------------------------------------------------------------------|
 FF1304
 FF1304                          SUPERSEDED SURVEY CONTROL
 FF1304
 FF1304  NAD 83(1986)-  35 22 24.09373(N)    091 47 43.35270(W) AD(       ) 3
 FF1304  NGVD 29 (??/??/??)   76.930  (m)          252.39   (f) ADJUSTED    2 0
 FF1304
 FF1304.Superseded values are not recommended for survey control.
 FF1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1304.See file dsdata.txt to determine how the superseded data were derived.
 FF1304
 FF1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0942515114(NAD 83)
 FF1304_MARKER: Z = SEE DESCRIPTION
 FF1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1304+STABILITY: SURFACE MOTION
 FF1304
 FF1304  HISTORY     - Date     Condition        Report By
 FF1304  HISTORY     - UNK      MONUMENTED       USAF
 FF1304  HISTORY     - 1962     GOOD             CGS
 FF1304  HISTORY     - 20030729 MARK NOT FOUND   USACE
 FF1304
 FF1304                          STATION DESCRIPTION
 FF1304
 FF1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1304'5 MI SE FROM PANGBURN.
 FF1304'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 FF1304'STATE HIGHWAYS 16 AND 124 IN PANGBURN, THENCE 0.1 MILE NORTHEAST
 FF1304'ALONG A PAVED ROAD, THENCE 0.4 MILE EAST ALONG A PAVED ROAD,
 FF1304'ABOUT 850 FEET SOUTHWEST OF THE SILO, SET IN TOP OF A CYLINDRICAL
 FF1304'CONCRETE POST 18 INCHES IN DIAMETER AND PROJECTING ABOUT 5 FEET
 FF1304'ABOVE GROUND SURFACE.
 FF1304
 FF1304                          STATION RECOVERY (2003)
 FF1304
 FF1304'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1670 ***********************************************************************
 EJ1670  DESIGNATION -  4 J
 EJ1670  PID         -  EJ1670
 EJ1670  STATE/COUNTY-  AR/PULASKI
 EJ1670  USGS QUAD   -  CATO (1987)
 EJ1670
 EJ1670                         *CURRENT SURVEY CONTROL
 EJ1670  ___________________________________________________________________
 EJ1670* NAD 83(1986)-  34 53 13.     (N)    092 22 21.     (W)     SCALED    
 EJ1670* NAVD 88     -        84.796  (meters)     278.20   (feet)  ADJUSTED  
 EJ1670  ___________________________________________________________________
 EJ1670  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ1670  DYNAMIC HT  -          84.716 (meters)     277.94  (feet)  COMP
 EJ1670  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 EJ1670
 EJ1670  VERT ORDER  -  FIRST     CLASS II
 EJ1670
 EJ1670.The horizontal coordinates were scaled from a topographic map and have
 EJ1670.an estimated accuracy of +/- 6 seconds.
 EJ1670
 EJ1670.The orthometric height was determined by differential leveling
 EJ1670.and adjusted by the National Geodetic Survey in June 1991..
 EJ1670
 EJ1670.The geoid height was determined by GEOID03.
 EJ1670
 EJ1670.The dynamic height is computed by dividing the NAVD 88
 EJ1670.geopotential number by the normal gravity value computed on the
 EJ1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1670.degrees latitude (g = 980.6199 gals.).
 EJ1670
 EJ1670.The modeled gravity was interpolated from observed gravity values.
 EJ1670
 EJ1670;                    North         East    Units  Estimated Accuracy
 EJ1670;SPC AR S     -   646,330.      365,950.      MT  (+/- 180 meters Scaled)
 EJ1670
 EJ1670                          SUPERSEDED SURVEY CONTROL
 EJ1670
 EJ1670  NGVD 29 (06/07/95)   84.862  (m)          278.42   (f) ADJUSTED    1 2
 EJ1670
 EJ1670.Superseded values are not recommended for survey control.
 EJ1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1670.See file dsdata.txt to determine how the superseded data were derived.
 EJ1670
 EJ1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU573606(NAD 83)
 EJ1670_MARKER: DB = BENCH MARK DISK
 EJ1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1670_SP_SET: CONCRETE POST
 EJ1670_STAMPING: 4 J 1935 ELEV. 278
 EJ1670_MARK LOGO: CGS+SS
 EJ1670_PROJECTION: PROJECTING 8 CENTIMETERS
 EJ1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1670+STABILITY: SURFACE MOTION
 EJ1670
 EJ1670  HISTORY     - Date     Condition        Report By
 EJ1670  HISTORY     - 1935     MONUMENTED       ARGS
 EJ1670  HISTORY     - 1984     GOOD             NGS
 EJ1670  HISTORY     - 1988     GOOD             USPSQD
 EJ1670  HISTORY     - 1989     GOOD             USPSQD
 EJ1670
 EJ1670                          STATION DESCRIPTION
 EJ1670
 EJ1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1670'0.8 KM (0.5 MI) EAST FROM MORGAN.
 EJ1670'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 365 FROM THE UNDERPASS OF
 EJ1670'INTERSTATE 40 IN MORGAN TO THE MARK ON THE LEFT AT THE INTERSECTION OF
 EJ1670'SMALLING ROAD, NOTE, THE DISK HAS BEEN SLIGHTLY BANGED BUT IS STILL IN
 EJ1670'FAIRLY GOOD SHAPE, 11.52 METERS (37.8 FT) NORTH OF THE CENTERLINE OF
 EJ1670'THE HIGHWAY, 21.58 METERS (70.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 EJ1670'OF A ONE LEVEL HOUSE, 13.47 METERS (44.2 FT) EAST OF THE APPROXIMATE
 EJ1670'CENTER OF SMALLING ROAD, 11.80 METERS (38.7 FT) WEST OF A GAS METER,
 EJ1670'AND 7.71 METERS (25.3 FT) EAST-NORTHEAST OF A POWERLINE POLE.
 EJ1670'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1670
 EJ1670                          STATION RECOVERY (1988)
 EJ1670
 EJ1670'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1670'RECOVERED IN GOOD CONDITION.
 EJ1670
 EJ1670                          STATION RECOVERY (1989)
 EJ1670
 EJ1670'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1515 ***********************************************************************
 EH1515  DESIGNATION -  4 W
 EH1515  PID         -  EH1515
 EH1515  STATE/COUNTY-  AR/JEFFERSON
 EH1515  USGS QUAD   -  GILLETT (1972)
 EH1515
 EH1515                         *CURRENT SURVEY CONTROL
 EH1515  ___________________________________________________________________
 EH1515* NAD 83(1986)-  34 04 57.     (N)    091 26 20.     (W)     SCALED    
 EH1515* NAVD 88     -        57.904  (meters)     189.97   (feet)  ADJUSTED  
 EH1515  ___________________________________________________________________
 EH1515  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EH1515  DYNAMIC HT  -          57.847 (meters)     189.79  (feet)  COMP
 EH1515  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 EH1515
 EH1515  VERT ORDER  -  FIRST     CLASS II
 EH1515
 EH1515.The horizontal coordinates were scaled from a topographic map and have
 EH1515.an estimated accuracy of +/- 6 seconds.
 EH1515
 EH1515.The orthometric height was determined by differential leveling
 EH1515.and adjusted by the National Geodetic Survey in August 1993..
 EH1515
 EH1515.The geoid height was determined by GEOID03.
 EH1515
 EH1515.The dynamic height is computed by dividing the NAVD 88
 EH1515.geopotential number by the normal gravity value computed on the
 EH1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1515.degrees latitude (g = 980.6199 gals.).
 EH1515
 EH1515.The modeled gravity was interpolated from observed gravity values.
 EH1515
 EH1515;                    North         East    Units  Estimated Accuracy
 EH1515;SPC AR S     -   557,180.      451,780.      MT  (+/- 180 meters Scaled)
 EH1515
 EH1515                          SUPERSEDED SURVEY CONTROL
 EH1515
 EH1515  NGVD 29 (??/??/??)   58.025  (m)          190.37   (f) ADJUSTED    1 2
 EH1515
 EH1515.Superseded values are not recommended for survey control.
 EH1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1515.See file dsdata.txt to determine how the superseded data were derived.
 EH1515
 EH1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT440724(NAD 83)
 EH1515_MARKER: DD = SURVEY DISK
 EH1515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1515_SP_SET: CONCRETE WALL
 EH1515_STAMPING: 4 W 1928
 EH1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1515+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003
 EH1515
 EH1515  HISTORY     - Date     Condition        Report By
 EH1515  HISTORY     - 1928     MONUMENTED       USGS
 EH1515  HISTORY     - 1955     GOOD             CGS
 EH1515  HISTORY     - 20030417 GOOD             USACE
 EH1515
 EH1515                          STATION DESCRIPTION
 EH1515
 EH1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1515'9.9 MI SW FROM GILLETT.
 EH1515'4.2 MILES SOUTH ALONG STAE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1515'SOUTHWESTERN RAILROAD STATION AT GILLETT, THENCE 0.5 MILE WEST ALONG A
 EH1515'GRADED DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD,
 EH1515'THENCE 0.4 MILE WEST ALONG A PRIVATE ROAD, THENCE 4.2 MILES NORTHWEST
 EH1515'ALONG A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, ON THE EXTENDED
 EH1515'CENTER LINE OF THE LEVEE, 28 FEET SOUTHWEST OF THE NORTH CORNER OF THE
 EH1515'BIG BAYOU METO FLOOD GATE, SET IN THE TOP OF THE CENTER OF THE
 EH1515'NORTHWEST CONCRETE WALL OF THE FLOOD GATE.
 EH1515
 EH1515                          STATION RECOVERY (2003)
 EH1515
 EH1515'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1541 ***********************************************************************
 EH1541  DESIGNATION -  40
 EH1541  PID         -  EH1541
 EH1541  STATE/COUNTY-  AR/LINCOLN
 EH1541  USGS QUAD   -  GRADY (1975)
 EH1541
 EH1541                         *CURRENT SURVEY CONTROL
 EH1541  ___________________________________________________________________
 EH1541* NAD 83(1986)-  34 04 50.     (N)    091 42 06.     (W)     SCALED    
 EH1541* NAVD 88     -        56.178  (meters)     184.31   (feet)  ADJUSTED  
 EH1541  ___________________________________________________________________
 EH1541  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH1541  DYNAMIC HT  -          56.123 (meters)     184.13  (feet)  COMP
 EH1541  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 EH1541
 EH1541  VERT ORDER  -  SECOND    CLASS 0
 EH1541
 EH1541.The horizontal coordinates were scaled from a topographic map and have
 EH1541.an estimated accuracy of +/- 6 seconds.
 EH1541
 EH1541.The orthometric height was determined by differential leveling
 EH1541.and adjusted by the National Geodetic Survey in June 1991..
 EH1541
 EH1541.The geoid height was determined by GEOID03.
 EH1541
 EH1541.The dynamic height is computed by dividing the NAVD 88
 EH1541.geopotential number by the normal gravity value computed on the
 EH1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1541.degrees latitude (g = 980.6199 gals.).
 EH1541
 EH1541.The modeled gravity was interpolated from observed gravity values.
 EH1541
 EH1541;                    North         East    Units  Estimated Accuracy
 EH1541;SPC AR S     -   556,860.      427,530.      MT  (+/- 180 meters Scaled)
 EH1541
 EH1541                          SUPERSEDED SURVEY CONTROL
 EH1541
 EH1541  NGVD 29 (??/??/??)   56.253  (m)          184.56   (f) ADJUSTED    2 0
 EH1541
 EH1541.Superseded values are not recommended for survey control.
 EH1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1541.See file dsdata.txt to determine how the superseded data were derived.
 EH1541
 EH1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT197718(NAD 83)
 EH1541_MARKER: Z = SEE DESCRIPTION
 EH1541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1541_SP_SET: FOUNDATION
 EH1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1541
 EH1541  HISTORY     - Date     Condition        Report By
 EH1541  HISTORY     - UNK      MONUMENTED       ARHD
 EH1541  HISTORY     - 1932     GOOD             CGS
 EH1541  HISTORY     - 1934     GOOD             CGS
 EH1541  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1541
 EH1541                          STATION DESCRIPTION
 EH1541
 EH1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EH1541'IN GRADY.
 EH1541'AT GRADY, LINCOLN COUNTY, ON THE MISSOURI PACIFIC RAILROAD, AT POLE
 EH1541'409+18, AT THE RAILROAD SIGNAL TOWER, AND IN THE TOP OF THE NORTHEAST
 EH1541'CORNER OF THE CONCRETE FOUNDATION.  AN UNMARKED POINT ON THE FLAT
 EH1541'SURFACE OF THE CONCRETE.
 EH1541
 EH1541                          STATION RECOVERY (1934)
 EH1541
 EH1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EH1541'RECOVERED IN GOOD CONDITION.
 EH1541
 EH1541                          STATION RECOVERY (1984)
 EH1541
 EH1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1541'NOT RECOVERED, FOUNDATION MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0257 ***********************************************************************
 FG0257  DESIGNATION -  40 BLS
 FG0257  PID         -  FG0257
 FG0257  STATE/COUNTY-  AR/WHITE
 FG0257  USGS QUAD   -  ROSE BUD (1994)
 FG0257
 FG0257                         *CURRENT SURVEY CONTROL
 FG0257  ___________________________________________________________________
 FG0257* NAD 83(1986)-  35 20 09.     (N)    092 05 49.     (W)     SCALED    
 FG0257* NAVD 88     -       190.380  (meters)     624.61   (feet)  ADJUSTED  
 FG0257  ___________________________________________________________________
 FG0257  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FG0257  DYNAMIC HT  -         190.203 (meters)     624.02  (feet)  COMP
 FG0257  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FG0257
 FG0257  VERT ORDER  -  SECOND    CLASS 0
 FG0257
 FG0257.The horizontal coordinates were scaled from a topographic map and have
 FG0257.an estimated accuracy of +/- 6 seconds.
 FG0257
 FG0257.The orthometric height was determined by differential leveling
 FG0257.and adjusted by the National Geodetic Survey in June 1991..
 FG0257
 FG0257.The geoid height was determined by GEOID03.
 FG0257
 FG0257.The dynamic height is computed by dividing the NAVD 88
 FG0257.geopotential number by the normal gravity value computed on the
 FG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0257.degrees latitude (g = 980.6199 gals.).
 FG0257
 FG0257.The modeled gravity was interpolated from observed gravity values.
 FG0257
 FG0257;                    North         East    Units  Estimated Accuracy
 FG0257;SPC AR N     -   111,220.      391,190.      MT  (+/- 180 meters Scaled)
 FG0257
 FG0257                          SUPERSEDED SURVEY CONTROL
 FG0257
 FG0257  NGVD 29 (??/??/92)  190.339  (m)          624.47   (f) ADJ UNCH    2 0
 FG0257
 FG0257.Superseded values are not recommended for survey control.
 FG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0257.See file dsdata.txt to determine how the superseded data were derived.
 FG0257
 FG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV820106(NAD 83)
 FG0257_MARKER: DB = BENCH MARK DISK
 FG0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0257_STAMPING: 40 BLS 1960
 FG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0257+STABILITY: SURFACE MOTION
 FG0257
 FG0257  HISTORY     - Date     Condition        Report By
 FG0257  HISTORY     - 1960     MONUMENTED       USGS
 FG0257  HISTORY     - 1967     GOOD             NGS
 FG0257  HISTORY     - 20041202 GOOD             NGS
 FG0257
 FG0257                          STATION DESCRIPTION
 FG0257
 FG0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0257'1.05 MI W FROM ROSE BUD.
 FG0257'IT IS 1.0 MILE WEST ALONG STATE HIGHWAY 36, AT THE JUNCTION OF STATE
 FG0257'HIGHWAY 36 AND 124, 150 FEET WEST OF THE CENTER OF THE JUNCTION, 41
 FG0257'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 124, 2.3 FEET SOUTH OF A
 FG0257'METAL WITNESS POST, 2 FEET SOUTHWEST OF A FENCE CORNER, 5 FEET ABOVE
 FG0257'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A 6 INCH SQUARE
 FG0257'CONCRETE POST PROJECTING 2 INCHES.
 FG0257
 FG0257                          STATION RECOVERY (2004)
 FG0257
 FG0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0097 ***********************************************************************
 EK0097  DESIGNATION -  401
 EK0097  PID         -  EK0097
 EK0097  STATE/COUNTY-  AR/POLK
 EK0097  USGS QUAD   -  COVE (1984)
 EK0097
 EK0097                         *CURRENT SURVEY CONTROL
 EK0097  ___________________________________________________________________
 EK0097* NAD 83(1986)-  34 23 15.     (N)    094 22 36.     (W)     SCALED    
 EK0097* NAVD 88     -       318.810  (meters)    1045.96   (feet)  ADJUSTED  
 EK0097  ___________________________________________________________________
 EK0097  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EK0097  DYNAMIC HT  -         318.467 (meters)    1044.84  (feet)  COMP
 EK0097  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 EK0097
 EK0097  VERT ORDER  -  FIRST     CLASS II
 EK0097
 EK0097.The horizontal coordinates were scaled from a topographic map and have
 EK0097.an estimated accuracy of +/- 6 seconds.
 EK0097
 EK0097.The orthometric height was determined by differential leveling
 EK0097.and adjusted by the National Geodetic Survey in June 1991..
 EK0097
 EK0097.The geoid height was determined by GEOID03.
 EK0097
 EK0097.The dynamic height is computed by dividing the NAVD 88
 EK0097.geopotential number by the normal gravity value computed on the
 EK0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0097.degrees latitude (g = 980.6199 gals.).
 EK0097
 EK0097.The modeled gravity was interpolated from observed gravity values.
 EK0097
 EK0097;                    North         East    Units  Estimated Accuracy
 EK0097;SPC AR S     -   593,400.      181,470.      MT  (+/- 180 meters Scaled)
 EK0097
 EK0097                          SUPERSEDED SURVEY CONTROL
 EK0097
 EK0097  NGVD 29 (??/??/92)  318.740  (m)         1045.73   (f) ADJ UNCH    1 2
 EK0097
 EK0097.Superseded values are not recommended for survey control.
 EK0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0097.See file dsdata.txt to determine how the superseded data were derived.
 EK0097
 EK0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU734059(NAD 83)
 EK0097_MARKER: Z = SEE DESCRIPTION
 EK0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0097_SP_SET: RAIL
 EK0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0097
 EK0097  HISTORY     - Date     Condition        Report By
 EK0097  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0097  HISTORY     - 1932     GOOD             NGS
 EK0097  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0097
 EK0097                          STATION DESCRIPTION
 EK0097
 EK0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0097'0.8 MI N FROM VANDERVOORT.
 EK0097'0.8 MILE NORTH BY R.R.  NEAR M.P. 401 10 FT WEST OF 1ST POLE
 EK0097'NORTH OF M.P. 401.  45 FT SOUTHWEST OF R.R. TRACK.
 EK0097
 EK0097                          STATION RECOVERY (1961)
 EK0097
 EK0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0101 ***********************************************************************
 EK0101  DESIGNATION -  403
 EK0101  PID         -  EK0101
 EK0101  STATE/COUNTY-  AR/POLK
 EK0101  USGS QUAD   -  WICKES (1985)
 EK0101
 EK0101                         *CURRENT SURVEY CONTROL
 EK0101  ___________________________________________________________________
 EK0101* NAD 83(1986)-  34 22 10.     (N)    094 21 57.     (W)     SCALED    
 EK0101* NAVD 88     -       344.964  (meters)    1131.77   (feet)  ADJUSTED  
 EK0101  ___________________________________________________________________
 EK0101  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 EK0101  DYNAMIC HT  -         344.595 (meters)    1130.56  (feet)  COMP
 EK0101  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 EK0101
 EK0101  VERT ORDER  -  FIRST     CLASS II
 EK0101
 EK0101.The horizontal coordinates were scaled from a topographic map and have
 EK0101.an estimated accuracy of +/- 6 seconds.
 EK0101
 EK0101.The orthometric height was determined by differential leveling
 EK0101.and adjusted by the National Geodetic Survey in June 1991..
 EK0101
 EK0101.The geoid height was determined by GEOID03.
 EK0101
 EK0101.The dynamic height is computed by dividing the NAVD 88
 EK0101.geopotential number by the normal gravity value computed on the
 EK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0101.degrees latitude (g = 980.6199 gals.).
 EK0101
 EK0101.The modeled gravity was interpolated from observed gravity values.
 EK0101
 EK0101;                    North         East    Units  Estimated Accuracy
 EK0101;SPC AR S     -   591,380.      182,420.      MT  (+/- 180 meters Scaled)
 EK0101
 EK0101                          SUPERSEDED SURVEY CONTROL
 EK0101
 EK0101  NGVD 29 (??/??/92)  344.895  (m)         1131.54   (f) ADJ UNCH    1 2
 EK0101
 EK0101.Superseded values are not recommended for survey control.
 EK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0101.See file dsdata.txt to determine how the superseded data were derived.
 EK0101
 EK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU744039(NAD 83)
 EK0101_MARKER: Z = SEE DESCRIPTION
 EK0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0101_SP_SET: RAIL
 EK0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0101
 EK0101  HISTORY     - Date     Condition        Report By
 EK0101  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0101  HISTORY     - 1932     GOOD             NGS
 EK0101  HISTORY     - 1961     GOOD             NGS
 EK0101  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0101
 EK0101                          STATION DESCRIPTION
 EK0101
 EK0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0101'1.2 MI S FROM VANDERVOORT.
 EK0101'1.2 MILES SOUTH BY R.R.  NEAR M.P. 403.  10 FT WEST OF M.P. 403.
 EK0101'45 FT SOUTH OF R.R. TRACK.
 EK0101
 EK0101                          STATION RECOVERY (1961)
 EK0101
 EK0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0101'RECOVERED IN GOOD CONDITION.
 EK0101
 EK0101                          STATION RECOVERY (1985)
 EK0101
 EK0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0101'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0102 ***********************************************************************
 EK0102  DESIGNATION -  404
 EK0102  PID         -  EK0102
 EK0102  STATE/COUNTY-  AR/POLK
 EK0102  USGS QUAD   -  WICKES (1985)
 EK0102
 EK0102                         *CURRENT SURVEY CONTROL
 EK0102  ___________________________________________________________________
 EK0102* NAD 83(1986)-  34 21 19.     (N)    094 22 19.     (W)     SCALED    
 EK0102* NAVD 88     -       357.537  (meters)    1173.02   (feet)  ADJUSTED  
 EK0102  ___________________________________________________________________
 EK0102  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 EK0102  DYNAMIC HT  -         357.155 (meters)    1171.77  (feet)  COMP
 EK0102  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 EK0102
 EK0102  VERT ORDER  -  FIRST     CLASS II
 EK0102
 EK0102.The horizontal coordinates were scaled from a topographic map and have
 EK0102.an estimated accuracy of +/- 6 seconds.
 EK0102
 EK0102.The orthometric height was determined by differential leveling
 EK0102.and adjusted by the National Geodetic Survey in June 1991..
 EK0102
 EK0102.The geoid height was determined by GEOID03.
 EK0102
 EK0102.The dynamic height is computed by dividing the NAVD 88
 EK0102.geopotential number by the normal gravity value computed on the
 EK0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0102.degrees latitude (g = 980.6199 gals.).
 EK0102
 EK0102.The modeled gravity was interpolated from observed gravity values.
 EK0102
 EK0102;                    North         East    Units  Estimated Accuracy
 EK0102;SPC AR S     -   589,820.      181,820.      MT  (+/- 180 meters Scaled)
 EK0102
 EK0102                          SUPERSEDED SURVEY CONTROL
 EK0102
 EK0102  NGVD 29 (??/??/92)  357.468  (m)         1172.79   (f) ADJ UNCH    1 2
 EK0102
 EK0102.Superseded values are not recommended for survey control.
 EK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0102.See file dsdata.txt to determine how the superseded data were derived.
 EK0102
 EK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU738024(NAD 83)
 EK0102_MARKER: Z = SEE DESCRIPTION
 EK0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0102_SP_SET: RAIL
 EK0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0102
 EK0102  HISTORY     - Date     Condition        Report By
 EK0102  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0102  HISTORY     - 1932     GOOD             NGS
 EK0102  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0102  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0102
 EK0102                          STATION DESCRIPTION
 EK0102
 EK0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0102'0.1 MI S FROM HATTON.
 EK0102'0.1 MILE SOUTH BY R.R.  NEAR M.P. 404.  8 FT NORTH OF M.P. 404.
 EK0102'35 FT WEST OF R.R. TRACKS.
 EK0102
 EK0102                          STATION RECOVERY (1961)
 EK0102
 EK0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0102'MARK NOT FOUND.
 EK0102
 EK0102                          STATION RECOVERY (1985)
 EK0102
 EK0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0102'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1703 ***********************************************************************
 EH1703  DESIGNATION -  40/41 REF
 EH1703  PID         -  EH1703
 EH1703  STATE/COUNTY-  AR/JEFFERSON
 EH1703  USGS QUAD   -  CADES (1975)
 EH1703
 EH1703                         *CURRENT SURVEY CONTROL
 EH1703  ___________________________________________________________________
 EH1703* NAD 83(1986)-  34 06 15.     (N)    091 30 48.     (W)     SCALED    
 EH1703* NAVD 88     -        54.562  (meters)     179.01   (feet)  ADJUSTED  
 EH1703  ___________________________________________________________________
 EH1703  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 EH1703  DYNAMIC HT  -          54.509 (meters)     178.83  (feet)  COMP
 EH1703  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 EH1703
 EH1703  VERT ORDER  -  FIRST     CLASS II
 EH1703
 EH1703.The horizontal coordinates were scaled from a topographic map and have
 EH1703.an estimated accuracy of +/- 6 seconds.
 EH1703
 EH1703.The orthometric height was determined by differential leveling
 EH1703.and adjusted by the National Geodetic Survey in August 1993..
 EH1703.WARNING-Repeat measurements at this control monument indicate possible
 EH1703.vertical movement.
 EH1703
 EH1703.The geoid height was determined by GEOID03.
 EH1703
 EH1703.The dynamic height is computed by dividing the NAVD 88
 EH1703.geopotential number by the normal gravity value computed on the
 EH1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1703.degrees latitude (g = 980.6199 gals.).
 EH1703
 EH1703.The modeled gravity was interpolated from observed gravity values.
 EH1703
 EH1703;                    North         East    Units  Estimated Accuracy
 EH1703;SPC AR S     -   559,540.      444,900.      MT  (+/- 180 meters Scaled)
 EH1703
 EH1703                          SUPERSEDED SURVEY CONTROL
 EH1703
 EH1703  NAVD 88 (06/15/91)   54.615  (m)          179.18   (f) UNKNOWN     1 2
 EH1703  NGVD 29 (??/??/??)   54.662  (m)          179.34   (f) ADJUSTED    1 2
 EH1703
 EH1703.Superseded values are not recommended for survey control.
 EH1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1703.See file dsdata.txt to determine how the superseded data were derived.
 EH1703
 EH1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT371747(NAD 83)
 EH1703_MARKER: P = PIPE CAP
 EH1703_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1703_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1703_STAMPING: B M REF 40/41
 EH1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1703
 EH1703  HISTORY     - Date     Condition        Report By
 EH1703  HISTORY     - UNK      MONUMENTED       DOD
 EH1703  HISTORY     - 1955     GOOD             CGS
 EH1703  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1703
 EH1703                          STATION DESCRIPTION
 EH1703
 EH1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1703'6.3 MI SE FROM REYDEL.
 EH1703'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1703'THENCE 4.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 EH1703'EAST ALONG A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, 300 FEET SOUTH
 EH1703'OF A SMALL RED HOUSE, 75 FEET NORTH OF THE CENTER LINE OF THE LEVEE,
 EH1703'0.5 FOOT NORTH OF A FENCE, 1 FOOT NORTH OF A WITNESS POST, RIVETED ON
 EH1703'THE TOP OF AN IRON PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 EH1703
 EH1703                          STATION RECOVERY (2003)
 EH1703
 EH1703'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0105 ***********************************************************************
 EK0105  DESIGNATION -  405
 EK0105  PID         -  EK0105
 EK0105  STATE/COUNTY-  AR/POLK
 EK0105  USGS QUAD   -  WICKES (1985)
 EK0105
 EK0105                         *CURRENT SURVEY CONTROL
 EK0105  ___________________________________________________________________
 EK0105* NAD 83(1986)-  34 20 28.     (N)    094 22 09.     (W)     SCALED    
 EK0105* NAVD 88     -       337.422  (meters)    1107.03   (feet)  ADJUSTED  
 EK0105  ___________________________________________________________________
 EK0105  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 EK0105  DYNAMIC HT  -         337.063 (meters)    1105.85  (feet)  COMP
 EK0105  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 EK0105
 EK0105  VERT ORDER  -  FIRST     CLASS II
 EK0105
 EK0105.The horizontal coordinates were scaled from a topographic map and have
 EK0105.an estimated accuracy of +/- 6 seconds.
 EK0105
 EK0105.The orthometric height was determined by differential leveling
 EK0105.and adjusted by the National Geodetic Survey in June 1991..
 EK0105
 EK0105.The geoid height was determined by GEOID03.
 EK0105
 EK0105.The dynamic height is computed by dividing the NAVD 88
 EK0105.geopotential number by the normal gravity value computed on the
 EK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0105.degrees latitude (g = 980.6199 gals.).
 EK0105
 EK0105.The modeled gravity was interpolated from observed gravity values.
 EK0105
 EK0105;                    North         East    Units  Estimated Accuracy
 EK0105;SPC AR S     -   588,240.      182,040.      MT  (+/- 180 meters Scaled)
 EK0105
 EK0105                          SUPERSEDED SURVEY CONTROL
 EK0105
 EK0105  NGVD 29 (??/??/92)  337.357  (m)         1106.81   (f) ADJ UNCH    1 2
 EK0105
 EK0105.Superseded values are not recommended for survey control.
 EK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0105.See file dsdata.txt to determine how the superseded data were derived.
 EK0105
 EK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU740008(NAD 83)
 EK0105_MARKER: Z = SEE DESCRIPTION
 EK0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0105_SP_SET: RAIL
 EK0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0105
 EK0105  HISTORY     - Date     Condition        Report By
 EK0105  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0105  HISTORY     - 1932     GOOD             NGS
 EK0105  HISTORY     - 1961     GOOD             NGS
 EK0105  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0105
 EK0105                          STATION DESCRIPTION
 EK0105
 EK0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0105'1.2 MI S FROM HATTON.
 EK0105'1.15 MILES SOUTH BY R.R.  NEAR M.P. 405.  6 FT WEST OF M.P. 405.
 EK0105'45 FT SOUTH OF R.R. TRACKS.
 EK0105
 EK0105                          STATION RECOVERY (1961)
 EK0105
 EK0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0105'RECOVERED IN GOOD CONDITION.
 EK0105
 EK0105                          STATION RECOVERY (1985)
 EK0105
 EK0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0105'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0106 ***********************************************************************
 EK0106  DESIGNATION -  407
 EK0106  PID         -  EK0106
 EK0106  STATE/COUNTY-  AR/POLK
 EK0106  USGS QUAD   -  WICKES (1985)
 EK0106
 EK0106                         *CURRENT SURVEY CONTROL
 EK0106  ___________________________________________________________________
 EK0106* NAD 83(1986)-  34 19 09.     (N)    094 21 25.     (W)     SCALED    
 EK0106* NAVD 88     -       314.913  (meters)    1033.18   (feet)  ADJUSTED  
 EK0106  ___________________________________________________________________
 EK0106  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 EK0106  DYNAMIC HT  -         314.580 (meters)    1032.08  (feet)  COMP
 EK0106  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 EK0106
 EK0106  VERT ORDER  -  FIRST     CLASS II
 EK0106
 EK0106.The horizontal coordinates were scaled from a topographic map and have
 EK0106.an estimated accuracy of +/- 6 seconds.
 EK0106
 EK0106.The orthometric height was determined by differential leveling
 EK0106.and adjusted by the National Geodetic Survey in June 1991..
 EK0106
 EK0106.The geoid height was determined by GEOID03.
 EK0106
 EK0106.The dynamic height is computed by dividing the NAVD 88
 EK0106.geopotential number by the normal gravity value computed on the
 EK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0106.degrees latitude (g = 980.6199 gals.).
 EK0106
 EK0106.The modeled gravity was interpolated from observed gravity values.
 EK0106
 EK0106;                    North         East    Units  Estimated Accuracy
 EK0106;SPC AR S     -   585,780.      183,110.      MT  (+/- 180 meters Scaled)
 EK0106
 EK0106                          SUPERSEDED SURVEY CONTROL
 EK0106
 EK0106  NGVD 29 (??/??/92)  314.856  (m)         1032.99   (f) ADJ UNCH    1 2
 EK0106
 EK0106.Superseded values are not recommended for survey control.
 EK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0106.See file dsdata.txt to determine how the superseded data were derived.
 EK0106
 EK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT751983(NAD 83)
 EK0106_MARKER: Z = SEE DESCRIPTION
 EK0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0106_SP_SET: RAIL END
 EK0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0106
 EK0106  HISTORY     - Date     Condition        Report By
 EK0106  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0106  HISTORY     - 1932     GOOD             NGS
 EK0106  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0106  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0106
 EK0106                          STATION DESCRIPTION
 EK0106
 EK0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0106'2.5 MI N FROM WICKES.
 EK0106'2.5 MILES NORTH BY RAIL ROAD.  NEAR M.P. 407.  15 FT NORTH OF
 EK0106'M.P. 407.  40 FT WEST OF R.R. TRACK.
 EK0106
 EK0106                          STATION RECOVERY (1961)
 EK0106
 EK0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0106'MARK NOT FOUND.
 EK0106
 EK0106                          STATION RECOVERY (1985)
 EK0106
 EK0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0106'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0109 ***********************************************************************
 EK0109  DESIGNATION -  409
 EK0109  PID         -  EK0109
 EK0109  STATE/COUNTY-  AR/POLK
 EK0109  USGS QUAD   -  WICKES (1985)
 EK0109
 EK0109                         *CURRENT SURVEY CONTROL
 EK0109  ___________________________________________________________________
 EK0109* NAD 83(1986)-  34 17 56.     (N)    094 20 20.     (W)     SCALED    
 EK0109* NAVD 88     -       310.839  (meters)    1019.81   (feet)  ADJUSTED  
 EK0109  ___________________________________________________________________
 EK0109  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EK0109  DYNAMIC HT  -         310.513 (meters)    1018.74  (feet)  COMP
 EK0109  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 EK0109
 EK0109  VERT ORDER  -  FIRST     CLASS II
 EK0109
 EK0109.The horizontal coordinates were scaled from a topographic map and have
 EK0109.an estimated accuracy of +/- 6 seconds.
 EK0109
 EK0109.The orthometric height was determined by differential leveling
 EK0109.and adjusted by the National Geodetic Survey in June 1991..
 EK0109
 EK0109.The geoid height was determined by GEOID03.
 EK0109
 EK0109.The dynamic height is computed by dividing the NAVD 88
 EK0109.geopotential number by the normal gravity value computed on the
 EK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0109.degrees latitude (g = 980.6199 gals.).
 EK0109
 EK0109.The modeled gravity was interpolated from observed gravity values.
 EK0109
 EK0109;                    North         East    Units  Estimated Accuracy
 EK0109;SPC AR S     -   583,490.      184,720.      MT  (+/- 180 meters Scaled)
 EK0109
 EK0109                          SUPERSEDED SURVEY CONTROL
 EK0109
 EK0109  NGVD 29 (??/??/92)  310.786  (m)         1019.64   (f) ADJ UNCH    1 2
 EK0109
 EK0109.Superseded values are not recommended for survey control.
 EK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0109.See file dsdata.txt to determine how the superseded data were derived.
 EK0109
 EK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT767961(NAD 83)
 EK0109_MARKER: Z = SEE DESCRIPTION
 EK0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0109_SP_SET: RAIL
 EK0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0109
 EK0109  HISTORY     - Date     Condition        Report By
 EK0109  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0109  HISTORY     - 1932     GOOD             NGS
 EK0109  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0109  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0109
 EK0109                          STATION DESCRIPTION
 EK0109
 EK0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0109'0.2 MI S FROM WICKES.
 EK0109'0.2 MILES SOUTH OF WICKES BY R.R.  NEAR M.P. 409.  20 FT NORTH OF
 EK0109'M.P. 409.  35 FT WEST OF R.R. TRACK.
 EK0109
 EK0109                          STATION RECOVERY (1961)
 EK0109
 EK0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0109'MARK NOT FOUND.
 EK0109
 EK0109                          STATION RECOVERY (1985)
 EK0109
 EK0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0109'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1111 ***********************************************************************
 DK1111  DESIGNATION -  41 M BOLT
 DK1111  PID         -  DK1111
 DK1111  STATE/COUNTY-  AR/CHICOT
 DK1111  USGS QUAD   -  RED LEAF (1970)
 DK1111
 DK1111                         *CURRENT SURVEY CONTROL
 DK1111  ___________________________________________________________________
 DK1111* NAD 83(1986)-  33 15 29.     (N)    091 09 12.     (W)     SCALED    
 DK1111* NAVD 88     -        37.36   (+/-2cm)     122.6    (feet)  VERTCON   
 DK1111  ___________________________________________________________________
 DK1111  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK1111
 DK1111  VERT ORDER  -  ? (See Below)
 DK1111
 DK1111.The horizontal coordinates were scaled from a topographic map and have
 DK1111.an estimated accuracy of +/- 6 seconds.
 DK1111
 DK1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1111.The vertical order pertains to the NGVD 29 superseded value.
 DK1111
 DK1111.The geoid height was determined by GEOID03.
 DK1111
 DK1111;                    North         East    Units  Estimated Accuracy
 DK1111;SPC AR S     -   465,920.      478,890.      MT  (+/- 180 meters Scaled)
 DK1111
 DK1111                          SUPERSEDED SURVEY CONTROL
 DK1111
 DK1111  NGVD 29 (??/??/??)   37.421  (m)          122.77   (f) ADJUSTED    ?  
 DK1111
 DK1111.Superseded values are not recommended for survey control.
 DK1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1111.See file dsdata.txt to determine how the superseded data were derived.
 DK1111
 DK1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS720814(NAD 83)
 DK1111_MARKER: B = BOLT
 DK1111_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1111_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1111
 DK1111  HISTORY     - Date     Condition        Report By
 DK1111  HISTORY     - UNK      MONUMENTED       DOD
 DK1111  HISTORY     - 1934     GOOD             CGS
 DK1111
 DK1111                          STATION DESCRIPTION
 DK1111
 DK1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1111'3 MI NW FROM LAKEPORT.
 DK1111'3 MILES NORTHWEST ALONG THE LEVEE FROM THE OAKLAND PLANTATION AT
 DK1111'LAKEPORT, CHICOT COUNTY, ABOUT 50 FEET WEST OF THE LEVEE, AT THE
 DK1111'NORTHEAST CORNER OF THE YARD OF THE LOCUST GROVE PLANTATION MANSION,
 DK1111'AND 3 FEET SOUTH OF A FENCE CORNER.  A COPPER BOLT, SET IN THE TOP OF
 DK1111'A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK1111'IRON PIPE PROJECTING ABOUT 14 INCHES ABOVE GROUND AND BEARING A CORPS
 DK1111'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1112 ***********************************************************************
 DK1112  DESIGNATION -  41 M CAP
 DK1112  PID         -  DK1112
 DK1112  STATE/COUNTY-  AR/CHICOT
 DK1112  USGS QUAD   -  RED LEAF (1970)
 DK1112
 DK1112                         *CURRENT SURVEY CONTROL
 DK1112  ___________________________________________________________________
 DK1112* NAD 83(1986)-  33 15 29.     (N)    091 09 12.     (W)     SCALED    
 DK1112* NAVD 88     -        38.56   (+/-2cm)     126.5    (feet)  VERTCON   
 DK1112  ___________________________________________________________________
 DK1112  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK1112
 DK1112  VERT ORDER  -  ? (See Below)
 DK1112
 DK1112.The horizontal coordinates were scaled from a topographic map and have
 DK1112.an estimated accuracy of +/- 6 seconds.
 DK1112
 DK1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1112.The vertical order pertains to the NGVD 29 superseded value.
 DK1112
 DK1112.The geoid height was determined by GEOID03.
 DK1112
 DK1112;                    North         East    Units  Estimated Accuracy
 DK1112;SPC AR S     -   465,920.      478,890.      MT  (+/- 180 meters Scaled)
 DK1112
 DK1112                          SUPERSEDED SURVEY CONTROL
 DK1112
 DK1112  NGVD 29 (??/??/??)   38.622  (m)          126.71   (f) ADJUSTED    ?  
 DK1112
 DK1112.Superseded values are not recommended for survey control.
 DK1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1112.See file dsdata.txt to determine how the superseded data were derived.
 DK1112
 DK1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS720814(NAD 83)
 DK1112_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1112
 DK1112  HISTORY     - Date     Condition        Report By
 DK1112  HISTORY     - UNK      MONUMENTED       DOD
 DK1112  HISTORY     - 1934     GOOD             CGS
 DK1112
 DK1112                          STATION DESCRIPTION
 DK1112
 DK1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1112'3 MI NW FROM LAKEPORT.
 DK1112'3 MILES BELOW SUNNYSIDE LDG. IS A PIPE STONE BENCH WITH A BRASS CAP.
 DK1112'LOCATED ON RIGHT BANK OF MISS. RIVER, CHICOT CO., ARK., 3 MILES BELOW
 DK1112'SUNNYSIDE LANDING, 50 FEET TO THE LAND SIDE OF LEVEE ABOUT 500 FEET
 DK1112'BELOW LEVEE STA. 2650, IN NORTHEAST CORNER OF YARD OF LOCUST GROVE
 DK1112'PLANTATION MANSION, 3 FEET SOUTH AND 3 FEET NORTH OF FENCE CORNER, TOP
 DK1112'OF PIPE IS 14 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0239 ***********************************************************************
 EK0239  DESIGNATION -  410
 EK0239  PID         -  EK0239
 EK0239  STATE/COUNTY-  AR/SEVIER
 EK0239  USGS QUAD   -  GILLHAM DAM (1964)
 EK0239
 EK0239                         *CURRENT SURVEY CONTROL
 EK0239  ___________________________________________________________________
 EK0239* NAD 83(1986)-  34 08 41.     (N)    094 14 17.     (W)     SCALED    
 EK0239* NAVD 88     -       124.944  (meters)     409.92   (feet)  ADJUSTED  
 EK0239  ___________________________________________________________________
 EK0239  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EK0239  DYNAMIC HT  -         124.817 (meters)     409.50  (feet)  COMP
 EK0239  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 EK0239
 EK0239  VERT ORDER  -  SECOND    CLASS 0
 EK0239
 EK0239.The horizontal coordinates were scaled from a topographic map and have
 EK0239.an estimated accuracy of +/- 6 seconds.
 EK0239
 EK0239.The orthometric height was determined by differential leveling
 EK0239.and adjusted by the National Geodetic Survey in June 1991..
 EK0239
 EK0239.The geoid height was determined by GEOID03.
 EK0239
 EK0239.The dynamic height is computed by dividing the NAVD 88
 EK0239.geopotential number by the normal gravity value computed on the
 EK0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0239.degrees latitude (g = 980.6199 gals.).
 EK0239
 EK0239.The modeled gravity was interpolated from observed gravity values.
 EK0239
 EK0239;                    North         East    Units  Estimated Accuracy
 EK0239;SPC AR S     -   566,190.      193,620.      MT  (+/- 180 meters Scaled)
 EK0239
 EK0239                          SUPERSEDED SURVEY CONTROL
 EK0239
 EK0239  NGVD 29 (??/??/92)  124.921  (m)          409.85   (f) ADJ UNCH    2 0
 EK0239
 EK0239.Superseded values are not recommended for survey control.
 EK0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0239.See file dsdata.txt to determine how the superseded data were derived.
 EK0239
 EK0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT858788(NAD 83)
 EK0239_MARKER: DD = SURVEY DISK
 EK0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0239_STAMPING: USE CORP BM
 EK0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0239
 EK0239  HISTORY     - Date     Condition        Report By
 EK0239  HISTORY     - UNK      MONUMENTED       DOD
 EK0239  HISTORY     - 1935     GOOD             NGS
 EK0239  HISTORY     - 1962     GOOD             NGS
 EK0239
 EK0239                          STATION DESCRIPTION
 EK0239
 EK0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0239'5.4 MI SE FROM GILLHAM.
 EK0239'5.4 MILES SOUTHEAST OF, ALONG GILLHAM ROAD, FROM KANSAS CITY SO.
 EK0239'RY. STATION, AT THE COSSATOT RIVER, 1.3 MILE EAST OF JUNCTION OF
 EK0239'THE GILLHAM ROAD AND KINGS ROAD, 110 FEET EAST OF THE EAST END
 EK0239'OF BRIDGE OVER COSSATOT RIVER, 55 FEET NORTH OF THE ROAD CENTERLINE.
 EK0239'TABLET RIVETED TO TOP OF PIPE SET IN CONCRETE AND PROJECTING .8
 EK0239'FT. ABOVE THE GROUND.
 EK0239
 EK0239                          STATION RECOVERY (1962)
 EK0239
 EK0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0110 ***********************************************************************
 EK0110  DESIGNATION -  411
 EK0110  PID         -  EK0110
 EK0110  STATE/COUNTY-  AR/POLK
 EK0110  USGS QUAD   -  WICKES (1985)
 EK0110
 EK0110                         *CURRENT SURVEY CONTROL
 EK0110  ___________________________________________________________________
 EK0110* NAD 83(1986)-  34 16 25.     (N)    094 20 14.     (W)     SCALED    
 EK0110* NAVD 88     -       306.261  (meters)    1004.79   (feet)  ADJUSTED  
 EK0110  ___________________________________________________________________
 EK0110  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EK0110  DYNAMIC HT  -         305.942 (meters)    1003.74  (feet)  COMP
 EK0110  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 EK0110
 EK0110  VERT ORDER  -  FIRST     CLASS II
 EK0110
 EK0110.The horizontal coordinates were scaled from a topographic map and have
 EK0110.an estimated accuracy of +/- 6 seconds.
 EK0110
 EK0110.The orthometric height was determined by differential leveling
 EK0110.and adjusted by the National Geodetic Survey in June 1991..
 EK0110
 EK0110.The geoid height was determined by GEOID03.
 EK0110
 EK0110.The dynamic height is computed by dividing the NAVD 88
 EK0110.geopotential number by the normal gravity value computed on the
 EK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0110.degrees latitude (g = 980.6199 gals.).
 EK0110
 EK0110.The modeled gravity was interpolated from observed gravity values.
 EK0110
 EK0110;                    North         East    Units  Estimated Accuracy
 EK0110;SPC AR S     -   580,690.      184,810.      MT  (+/- 180 meters Scaled)
 EK0110
 EK0110                          SUPERSEDED SURVEY CONTROL
 EK0110
 EK0110  NGVD 29 (??/??/92)  306.213  (m)         1004.63   (f) ADJ UNCH    1 2
 EK0110
 EK0110.Superseded values are not recommended for survey control.
 EK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0110.See file dsdata.txt to determine how the superseded data were derived.
 EK0110
 EK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT769933(NAD 83)
 EK0110_MARKER: Z = SEE DESCRIPTION
 EK0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0110_SP_SET: RAIL
 EK0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0110
 EK0110  HISTORY     - Date     Condition        Report By
 EK0110  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0110  HISTORY     - 1932     GOOD             NGS
 EK0110  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0110  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0110
 EK0110                          STATION DESCRIPTION
 EK0110
 EK0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0110'2.1 MI S FROM WICKES.
 EK0110'2.1 MILES SOUTH BY R.R.  NEAR M.P. 411.  12 FT NORTH OF 2ND POLE
 EK0110'NORTH OF M.P. 411.  35 FT WEST OF R.R. TRACK.
 EK0110
 EK0110                          STATION RECOVERY (1961)
 EK0110
 EK0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0110'MARK NOT FOUND.
 EK0110
 EK0110                          STATION RECOVERY (1985)
 EK0110
 EK0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0110'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1523 ***********************************************************************
 EH1523  DESIGNATION -  41/42 REF
 EH1523  PID         -  EH1523
 EH1523  STATE/COUNTY-  AR/JEFFERSON
 EH1523  USGS QUAD   -  GILLETT (1972)
 EH1523
 EH1523                         *CURRENT SURVEY CONTROL
 EH1523  ___________________________________________________________________
 EH1523* NAD 83(1986)-  34 06 29.     (N)    091 29 52.     (W)     SCALED    
 EH1523* NAVD 88     -        53.636  (meters)     175.97   (feet)  ADJUSTED  
 EH1523  ___________________________________________________________________
 EH1523  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EH1523  DYNAMIC HT  -          53.583 (meters)     175.80  (feet)  COMP
 EH1523  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 EH1523
 EH1523  VERT ORDER  -  FIRST     CLASS II
 EH1523
 EH1523.The horizontal coordinates were scaled from a topographic map and have
 EH1523.an estimated accuracy of +/- 6 seconds.
 EH1523
 EH1523.The orthometric height was determined by differential leveling
 EH1523.and adjusted by the National Geodetic Survey in August 1993..
 EH1523.WARNING-Repeat measurements at this control monument indicate possible
 EH1523.vertical movement.
 EH1523
 EH1523.The geoid height was determined by GEOID03.
 EH1523
 EH1523.The dynamic height is computed by dividing the NAVD 88
 EH1523.geopotential number by the normal gravity value computed on the
 EH1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1523.degrees latitude (g = 980.6199 gals.).
 EH1523
 EH1523.The modeled gravity was interpolated from observed gravity values.
 EH1523
 EH1523;                    North         East    Units  Estimated Accuracy
 EH1523;SPC AR S     -   559,980.      446,340.      MT  (+/- 180 meters Scaled)
 EH1523
 EH1523                          SUPERSEDED SURVEY CONTROL
 EH1523
 EH1523  NAVD 88 (06/15/91)   53.694  (m)          176.16   (f) UNKNOWN     1 2
 EH1523  NGVD 29 (??/??/??)   53.740  (m)          176.31   (f) ADJUSTED    1 2
 EH1523
 EH1523.Superseded values are not recommended for survey control.
 EH1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1523.See file dsdata.txt to determine how the superseded data were derived.
 EH1523
 EH1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT385751(NAD 83)
 EH1523_MARKER: P = PIPE CAP
 EH1523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1523_STAMPING: B M REF 41/4I
 EH1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1523
 EH1523  HISTORY     - Date     Condition        Report By
 EH1523  HISTORY     - UNK      MONUMENTED       DOD
 EH1523  HISTORY     - 1955     GOOD             CGS
 EH1523  HISTORY     - 1972     MARK NOT FOUND   USGS
 EH1523
 EH1523                          STATION DESCRIPTION
 EH1523
 EH1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1523'7.3 MI SE FROM REYDEL.
 EH1523'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1523'THENCE 4.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 2.0 MILES
 EH1523'EAST ALONG A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, 0.2 MILE WEST
 EH1523'OF A CURVE IN THE LEVEE, 0.1 MILE SOUTH OF A SMALL RED HOUSE, 243 FEET
 EH1523'NORTH OF THE CNETER LINE OF THE LEVEE, 2 FEET SOUTH OF A WITNESS POST,
 EH1523'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 EH1523'GROUND.
 EH1523
 EH1523                          STATION RECOVERY (1972)
 EH1523
 EH1523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0113 ***********************************************************************
 EK0113  DESIGNATION -  415
 EK0113  PID         -  EK0113
 EK0113  STATE/COUNTY-  AR/POLK
 EK0113  USGS QUAD   -  GILLHAM (1964)
 EK0113
 EK0113                         *CURRENT SURVEY CONTROL
 EK0113  ___________________________________________________________________
 EK0113* NAD 83(1986)-  34 13 25.     (N)    094 19 47.     (W)     SCALED    
 EK0113* NAVD 88     -       260.075  (meters)     853.26   (feet)  ADJUSTED  
 EK0113  ___________________________________________________________________
 EK0113  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EK0113  DYNAMIC HT  -         259.807 (meters)     852.38  (feet)  COMP
 EK0113  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 EK0113
 EK0113  VERT ORDER  -  FIRST     CLASS II
 EK0113
 EK0113.The horizontal coordinates were scaled from a topographic map and have
 EK0113.an estimated accuracy of +/- 6 seconds.
 EK0113
 EK0113.The orthometric height was determined by differential leveling
 EK0113.and adjusted by the National Geodetic Survey in June 1991..
 EK0113
 EK0113.The geoid height was determined by GEOID03.
 EK0113
 EK0113.The dynamic height is computed by dividing the NAVD 88
 EK0113.geopotential number by the normal gravity value computed on the
 EK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0113.degrees latitude (g = 980.6199 gals.).
 EK0113
 EK0113.The modeled gravity was interpolated from observed gravity values.
 EK0113
 EK0113;                    North         East    Units  Estimated Accuracy
 EK0113;SPC AR S     -   575,130.      185,370.      MT  (+/- 180 meters Scaled)
 EK0113
 EK0113                          SUPERSEDED SURVEY CONTROL
 EK0113
 EK0113  NGVD 29 (??/??/92)  260.037  (m)          853.14   (f) ADJ UNCH    1 2
 EK0113
 EK0113.Superseded values are not recommended for survey control.
 EK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0113.See file dsdata.txt to determine how the superseded data were derived.
 EK0113
 EK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT775877(NAD 83)
 EK0113_MARKER: Z = SEE DESCRIPTION
 EK0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0113_SP_SET: RAIL
 EK0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0113
 EK0113  HISTORY     - Date     Condition        Report By
 EK0113  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0113  HISTORY     - 1932     GOOD             NGS
 EK0113  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0113  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0113
 EK0113                          STATION DESCRIPTION
 EK0113
 EK0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0113'1.5 MI S FROM GRANNIS.
 EK0113'1.5 MILES SOUTH BY R.R.  NEAR M.P. 415.  10 FT NORTH OF M.P. 415.
 EK0113'35 FT WEST OF R.R. TRACK.
 EK0113
 EK0113                          STATION RECOVERY (1962)
 EK0113
 EK0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0113'MARK NOT FOUND.
 EK0113
 EK0113                          STATION RECOVERY (1985)
 EK0113
 EK0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0113'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0114 ***********************************************************************
 EK0114  DESIGNATION -  416
 EK0114  PID         -  EK0114
 EK0114  STATE/COUNTY-  AR/POLK
 EK0114  USGS QUAD   -  GILLHAM (1964)
 EK0114
 EK0114                         *CURRENT SURVEY CONTROL
 EK0114  ___________________________________________________________________
 EK0114* NAD 83(1986)-  34 13 17.     (N)    094 20 43.     (W)     SCALED    
 EK0114* NAVD 88     -       254.644  (meters)     835.44   (feet)  ADJUSTED  
 EK0114  ___________________________________________________________________
 EK0114  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EK0114  DYNAMIC HT  -         254.382 (meters)     834.58  (feet)  COMP
 EK0114  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 EK0114
 EK0114  VERT ORDER  -  FIRST     CLASS II
 EK0114
 EK0114.The horizontal coordinates were scaled from a topographic map and have
 EK0114.an estimated accuracy of +/- 6 seconds.
 EK0114
 EK0114.The orthometric height was determined by differential leveling
 EK0114.and adjusted by the National Geodetic Survey in June 1991..
 EK0114
 EK0114.The geoid height was determined by GEOID03.
 EK0114
 EK0114.The dynamic height is computed by dividing the NAVD 88
 EK0114.geopotential number by the normal gravity value computed on the
 EK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0114.degrees latitude (g = 980.6199 gals.).
 EK0114
 EK0114.The modeled gravity was interpolated from observed gravity values.
 EK0114
 EK0114;                    North         East    Units  Estimated Accuracy
 EK0114;SPC AR S     -   574,910.      183,930.      MT  (+/- 180 meters Scaled)
 EK0114
 EK0114                          SUPERSEDED SURVEY CONTROL
 EK0114
 EK0114  NGVD 29 (??/??/92)  254.607  (m)          835.32   (f) ADJ UNCH    1 2
 EK0114
 EK0114.Superseded values are not recommended for survey control.
 EK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0114.See file dsdata.txt to determine how the superseded data were derived.
 EK0114
 EK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT760875(NAD 83)
 EK0114_MARKER: Z = SEE DESCRIPTION
 EK0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0114_SP_SET: RAIL
 EK0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0114
 EK0114  HISTORY     - Date     Condition        Report By
 EK0114  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0114  HISTORY     - 1932     GOOD             NGS
 EK0114  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0114  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0114
 EK0114                          STATION DESCRIPTION
 EK0114
 EK0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0114'2.4 MI S FROM GRANNIS.
 EK0114'2.4 MILES SOUTH BY R.R.  NEAR M.P. 416.  85 FT NORTH OF THE THIRD
 EK0114'POLE NORTH OF M.P. 416.  30 FT WEST OF R.R. TRACKS.
 EK0114
 EK0114                          STATION RECOVERY (1962)
 EK0114
 EK0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0114'MARK NOT FOUND.
 EK0114
 EK0114                          STATION RECOVERY (1985)
 EK0114
 EK0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0114'NOT RECOVERED, LEVEL LINE REROUTED ALONG U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0115 ***********************************************************************
 EK0115  DESIGNATION -  417
 EK0115  PID         -  EK0115
 EK0115  STATE/COUNTY-  AR/POLK
 EK0115  USGS QUAD   -  GILLHAM (1964)
 EK0115
 EK0115                         *CURRENT SURVEY CONTROL
 EK0115  ___________________________________________________________________
 EK0115* NAD 83(1986)-  34 12 30.     (N)    094 20 42.     (W)     SCALED    
 EK0115* NAVD 88     -       237.547  (meters)     779.35   (feet)  ADJUSTED  
 EK0115  ___________________________________________________________________
 EK0115  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EK0115  DYNAMIC HT  -         237.301 (meters)     778.54  (feet)  COMP
 EK0115  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 EK0115
 EK0115  VERT ORDER  -  FIRST     CLASS II
 EK0115
 EK0115.The horizontal coordinates were scaled from a topographic map and have
 EK0115.an estimated accuracy of +/- 6 seconds.
 EK0115
 EK0115.The orthometric height was determined by differential leveling
 EK0115.and adjusted by the National Geodetic Survey in June 1991..
 EK0115
 EK0115.The geoid height was determined by GEOID03.
 EK0115
 EK0115.The dynamic height is computed by dividing the NAVD 88
 EK0115.geopotential number by the normal gravity value computed on the
 EK0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0115.degrees latitude (g = 980.6199 gals.).
 EK0115
 EK0115.The modeled gravity was interpolated from observed gravity values.
 EK0115
 EK0115;                    North         East    Units  Estimated Accuracy
 EK0115;SPC AR S     -   573,470.      183,920.      MT  (+/- 180 meters Scaled)
 EK0115
 EK0115                          SUPERSEDED SURVEY CONTROL
 EK0115
 EK0115  NGVD 29 (??/??/92)  237.513  (m)          779.24   (f) ADJ UNCH    1 2
 EK0115
 EK0115.Superseded values are not recommended for survey control.
 EK0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0115.See file dsdata.txt to determine how the superseded data were derived.
 EK0115
 EK0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT760860(NAD 83)
 EK0115_MARKER: Z = SEE DESCRIPTION
 EK0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0115_SP_SET: RAIL
 EK0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0115
 EK0115  HISTORY     - Date     Condition        Report By
 EK0115  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0115  HISTORY     - 1932     GOOD             NGS
 EK0115  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0115  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0115
 EK0115                          STATION DESCRIPTION
 EK0115
 EK0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0115'2.1 MI N FROM MINERAL.
 EK0115'2.1 MILES NORTH BY R.R.  NEAR M.P. 417.  25 FT S.E. OF 1ST POLE
 EK0115'S. OF M.P. 417.  25 FT S.W. OF R.R. TRACKS.
 EK0115
 EK0115                          STATION RECOVERY (1962)
 EK0115
 EK0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0115'MARK NOT FOUND.
 EK0115
 EK0115                          STATION RECOVERY (1985)
 EK0115
 EK0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0115'NOT RECOVERED, LEVEL LINE REROUTED ALONG U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0117 ***********************************************************************
 EK0117  DESIGNATION -  418
 EK0117  PID         -  EK0117
 EK0117  STATE/COUNTY-  AR/SEVIER
 EK0117  USGS QUAD   -  GILLHAM (1964)
 EK0117
 EK0117                         *CURRENT SURVEY CONTROL
 EK0117  ___________________________________________________________________
 EK0117* NAD 83(1986)-  34 11 49.     (N)    094 20 52.     (W)     SCALED    
 EK0117* NAVD 88     -       244.017  (meters)     800.58   (feet)  ADJUSTED  
 EK0117  ___________________________________________________________________
 EK0117  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EK0117  DYNAMIC HT  -         243.765 (meters)     799.75  (feet)  COMP
 EK0117  MODELED GRAV-     979,597.9   (mgal)                       NAVD 88
 EK0117
 EK0117  VERT ORDER  -  FIRST     CLASS II
 EK0117
 EK0117.The horizontal coordinates were scaled from a topographic map and have
 EK0117.an estimated accuracy of +/- 6 seconds.
 EK0117
 EK0117.The orthometric height was determined by differential leveling
 EK0117.and adjusted by the National Geodetic Survey in June 1991..
 EK0117
 EK0117.The geoid height was determined by GEOID03.
 EK0117
 EK0117.The dynamic height is computed by dividing the NAVD 88
 EK0117.geopotential number by the normal gravity value computed on the
 EK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0117.degrees latitude (g = 980.6199 gals.).
 EK0117
 EK0117.The modeled gravity was interpolated from observed gravity values.
 EK0117
 EK0117;                    North         East    Units  Estimated Accuracy
 EK0117;SPC AR S     -   572,210.      183,640.      MT  (+/- 180 meters Scaled)
 EK0117
 EK0117                          SUPERSEDED SURVEY CONTROL
 EK0117
 EK0117  NGVD 29 (??/??/92)  243.984  (m)          800.47   (f) ADJ UNCH    1 2
 EK0117
 EK0117.Superseded values are not recommended for survey control.
 EK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0117.See file dsdata.txt to determine how the superseded data were derived.
 EK0117
 EK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT758848(NAD 83)
 EK0117_MARKER: Z = SEE DESCRIPTION
 EK0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0117_SP_SET: RAIL
 EK0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0117
 EK0117  HISTORY     - Date     Condition        Report By
 EK0117  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0117  HISTORY     - 1932     MARK NOT FOUND   NGS
 EK0117  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0117  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0117
 EK0117                          STATION DESCRIPTION
 EK0117
 EK0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0117'1 MI N FROM MINERAL.
 EK0117'1.0 MILES NORTH OF MINERAL BY R.R., NEAR M.P. 418 25 FT NORTH
 EK0117'OF THE 1ST POLE SOUTH OF M.P. 418.  40 FT WEST OF R.R. TRACK.
 EK0117
 EK0117                          STATION RECOVERY (1962)
 EK0117
 EK0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0117'MARK NOT FOUND.
 EK0117
 EK0117                          STATION RECOVERY (1985)
 EK0117
 EK0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0117'NOT RECOVERED, LEVEL LINE REROUTED ALONG U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0162 ***********************************************************************
 FH0162  DESIGNATION -  418
 FH0162  PID         -  FH0162
 FH0162  STATE/COUNTY-  AR/CRAWFORD
 FH0162  USGS QUAD   -  VAN BUREN (1997)
 FH0162
 FH0162                         *CURRENT SURVEY CONTROL
 FH0162  ___________________________________________________________________
 FH0162* NAD 83(1986)-  35 25 58.     (N)    094 21 16.     (W)     SCALED    
 FH0162* NAVD 88     -       127.438  (meters)     418.10   (feet)  ADJUSTED  
 FH0162  ___________________________________________________________________
 FH0162  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FH0162  DYNAMIC HT  -         127.319 (meters)     417.71  (feet)  COMP
 FH0162  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FH0162
 FH0162  VERT ORDER  -  FIRST     CLASS II
 FH0162
 FH0162.The horizontal coordinates were scaled from a topographic map and have
 FH0162.an estimated accuracy of +/- 6 seconds.
 FH0162
 FH0162.The orthometric height was determined by differential leveling
 FH0162.and adjusted by the National Geodetic Survey in June 1991..
 FH0162
 FH0162.The geoid height was determined by GEOID03.
 FH0162
 FH0162.The dynamic height is computed by dividing the NAVD 88
 FH0162.geopotential number by the normal gravity value computed on the
 FH0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0162.degrees latitude (g = 980.6199 gals.).
 FH0162
 FH0162.The modeled gravity was interpolated from observed gravity values.
 FH0162
 FH0162;                    North         East    Units  Estimated Accuracy
 FH0162;SPC AR N     -   124,530.      186,240.      MT  (+/- 180 meters Scaled)
 FH0162
 FH0162                          SUPERSEDED SURVEY CONTROL
 FH0162
 FH0162.No superseded survey control is available for this station.
 FH0162
 FH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV770218(NAD 83)
 FH0162_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FH0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0162_SP_SET: ABUTMENT
 FH0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0162
 FH0162  HISTORY     - Date     Condition        Report By
 FH0162  HISTORY     - UNK      MONUMENTED       USGS
 FH0162  HISTORY     - 1932     GOOD             NGS
 FH0162  HISTORY     - 1959     GOOD             NGS
 FH0162  HISTORY     - 198412   MARK NOT FOUND   USGS
 FH0162  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FH0162  HISTORY     - 19891101 MARK NOT FOUND   NGS
 FH0162
 FH0162                          STATION DESCRIPTION
 FH0162
 FH0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FH0162'AT VAN BUREN.
 FH0162'AT VAN BUREN, CRAWFORD COUNTY, ON THE NORTH SIDE OF THE HIGHWAY
 FH0162'BRIDGE OVER ARKANSAS RIVER, AND IN THE TOP OF THE ABUTMENT ON
 FH0162'THE WEST SIDE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 FH0162'STANDARD GAGING-STATION REFERENCE-MARK DISK.
 FH0162
 FH0162                          STATION RECOVERY (1959)
 FH0162
 FH0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0162'RECOVERED IN GOOD CONDITION.
 FH0162
 FH0162                          STATION RECOVERY (1984)
 FH0162
 FH0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (WAK)
 FH0162'MARK NOT FOUND.
 FH0162
 FH0162                          STATION RECOVERY (1987)
 FH0162
 FH0162'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0162'MARK NOT FOUND.
 FH0162
 FH0162                          STATION RECOVERY (1989)
 FH0162
 FH0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1113 ***********************************************************************
 DK1113  DESIGNATION -  42 M BOLT
 DK1113  PID         -  DK1113
 DK1113  STATE/COUNTY-  AR/CHICOT
 DK1113  USGS QUAD   -  RED LEAF (1970)
 DK1113
 DK1113                         *CURRENT SURVEY CONTROL
 DK1113  ___________________________________________________________________
 DK1113* NAD 83(1986)-  33 15 24.     (N)    091 09 18.     (W)     SCALED    
 DK1113* NAVD 88     -        36.83   (+/-2cm)     120.8    (feet)  VERTCON   
 DK1113  ___________________________________________________________________
 DK1113  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK1113
 DK1113  VERT ORDER  -  ? (See Below)
 DK1113
 DK1113.The horizontal coordinates were scaled from a topographic map and have
 DK1113.an estimated accuracy of +/- 6 seconds.
 DK1113
 DK1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1113.The vertical order pertains to the NGVD 29 superseded value.
 DK1113
 DK1113.The geoid height was determined by GEOID03.
 DK1113
 DK1113;                    North         East    Units  Estimated Accuracy
 DK1113;SPC AR S     -   465,770.      478,740.      MT  (+/- 180 meters Scaled)
 DK1113
 DK1113                          SUPERSEDED SURVEY CONTROL
 DK1113
 DK1113  NGVD 29 (??/??/??)   36.886  (m)          121.02   (f) ADJUSTED    ?  
 DK1113
 DK1113.Superseded values are not recommended for survey control.
 DK1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1113.See file dsdata.txt to determine how the superseded data were derived.
 DK1113
 DK1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS718812(NAD 83)
 DK1113_MARKER: B = BOLT
 DK1113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1113
 DK1113  HISTORY     - Date     Condition        Report By
 DK1113  HISTORY     - UNK      MONUMENTED       DOD
 DK1113  HISTORY     - 1934     GOOD             CGS
 DK1113
 DK1113                          STATION DESCRIPTION
 DK1113
 DK1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1113'3 MI NW FROM LAKEPORT.
 DK1113'3 MILES NORTHWEST ALONG THE LEVEE FROM THE OAKLAND PLANTATION AT
 DK1113'LAKEPORT, CHICOT COUNTY, ABOUT 850 FEET WEST OF THE MAIN LEVEE, ABOUT
 DK1113'500 FEET SOUTH OF LEVEE STATION 2650, 12 FEET NORTH OF THE NORTHWEST
 DK1113'CORNER OF THE LOCUST GROVE PLANTATION MANSION, IN THE YARD, AND 2 FEET
 DK1113'SOUTH OF AN OLD WELL HOUSE.  A COPPER BOLT, SET IN THE TOP OF A STONE
 DK1113'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1113'PROJECTING ABOUT 12 INCHES ABOVE GROUND AND BEARING A CORPS OF
 DK1113'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1114 ***********************************************************************
 DK1114  DESIGNATION -  42 M CAP
 DK1114  PID         -  DK1114
 DK1114  STATE/COUNTY-  AR/CHICOT
 DK1114  USGS QUAD   -  RED LEAF (1970)
 DK1114
 DK1114                         *CURRENT SURVEY CONTROL
 DK1114  ___________________________________________________________________
 DK1114* NAD 83(1986)-  33 15 24.     (N)    091 09 18.     (W)     SCALED    
 DK1114* NAVD 88     -        38.04   (+/-2cm)     124.8    (feet)  VERTCON   
 DK1114  ___________________________________________________________________
 DK1114  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK1114
 DK1114  VERT ORDER  -  ? (See Below)
 DK1114
 DK1114.The horizontal coordinates were scaled from a topographic map and have
 DK1114.an estimated accuracy of +/- 6 seconds.
 DK1114
 DK1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1114.The vertical order pertains to the NGVD 29 superseded value.
 DK1114
 DK1114.The geoid height was determined by GEOID03.
 DK1114
 DK1114;                    North         East    Units  Estimated Accuracy
 DK1114;SPC AR S     -   465,770.      478,740.      MT  (+/- 180 meters Scaled)
 DK1114
 DK1114                          SUPERSEDED SURVEY CONTROL
 DK1114
 DK1114  NGVD 29 (??/??/??)   38.101  (m)          125.00   (f) ADJUSTED    ?  
 DK1114
 DK1114.Superseded values are not recommended for survey control.
 DK1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1114.See file dsdata.txt to determine how the superseded data were derived.
 DK1114
 DK1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS718812(NAD 83)
 DK1114_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1114
 DK1114  HISTORY     - Date     Condition        Report By
 DK1114  HISTORY     - UNK      MONUMENTED       DOD
 DK1114  HISTORY     - 1934     GOOD             CGS
 DK1114
 DK1114                          STATION DESCRIPTION
 DK1114
 DK1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1114'3 MI NW FROM LAKEPORT.
 DK1114'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 12 INCHES ABOVE GROUND.
 DK1114'LOCATED ON RIGHT BANK OF MISS. RIVER, CHICOT CO., ARK., ABOUT 3 MILES
 DK1114'BELOW SUNNYSIDE LANDING, 850 FEET TO LAND SIDE OF MAIN LEVEE ABOUT 500
 DK1114'FEET BELOW LEVEE STA. 2650, IN YARD OF THE LOCUST GROVE PLANTATION
 DK1114'MANSION, 12 FEET NORTH OF THE NORTHWEST CORNER OF MANSION, 2 FEET
 DK1114'SOUTH OF OLD WELL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0121 ***********************************************************************
 EK0121  DESIGNATION -  422.5
 EK0121  PID         -  EK0121
 EK0121  STATE/COUNTY-  AR/SEVIER
 EK0121  USGS QUAD   -  GILLHAM (1964)
 EK0121
 EK0121                         *CURRENT SURVEY CONTROL
 EK0121  ___________________________________________________________________
 EK0121* NAD 83(1986)-  34 09 32.     (N)    094 18 02.     (W)     SCALED    
 EK0121* NAVD 88     -       223.295  (meters)     732.59   (feet)  ADJUSTED  
 EK0121  ___________________________________________________________________
 EK0121  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EK0121  DYNAMIC HT  -         223.068 (meters)     731.85  (feet)  COMP
 EK0121  MODELED GRAV-     979,614.2   (mgal)                       NAVD 88
 EK0121
 EK0121  VERT ORDER  -  FIRST     CLASS II
 EK0121
 EK0121.The horizontal coordinates were scaled from a topographic map and have
 EK0121.an estimated accuracy of +/- 6 seconds.
 EK0121
 EK0121.The orthometric height was determined by differential leveling
 EK0121.and adjusted by the National Geodetic Survey in June 1991..
 EK0121
 EK0121.The geoid height was determined by GEOID03.
 EK0121
 EK0121.The dynamic height is computed by dividing the NAVD 88
 EK0121.geopotential number by the normal gravity value computed on the
 EK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0121.degrees latitude (g = 980.6199 gals.).
 EK0121
 EK0121.The modeled gravity was interpolated from observed gravity values.
 EK0121
 EK0121;                    North         East    Units  Estimated Accuracy
 EK0121;SPC AR S     -   567,890.      187,900.      MT  (+/- 180 meters Scaled)
 EK0121
 EK0121                          SUPERSEDED SURVEY CONTROL
 EK0121
 EK0121  NGVD 29 (??/??/92)  223.268  (m)          732.51   (f) ADJ UNCH    1 2
 EK0121
 EK0121.Superseded values are not recommended for survey control.
 EK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0121.See file dsdata.txt to determine how the superseded data were derived.
 EK0121
 EK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT801805(NAD 83)
 EK0121_MARKER: Z = SEE DESCRIPTION
 EK0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0121_SP_SET: RAIL
 EK0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0121
 EK0121  HISTORY     - Date     Condition        Report By
 EK0121  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0121  HISTORY     - 1932     MARK NOT FOUND   NGS
 EK0121  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0121  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0121
 EK0121                          STATION DESCRIPTION
 EK0121
 EK0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0121'1.2 MI FROM GILLHAM.
 EK0121'1.2 MILES S. BY R.R. B.M. 40 FT NORTH OF M.P. 422-1/2 FT WEST
 EK0121'OF R.R. TRACK.
 EK0121
 EK0121                          STATION RECOVERY (1962)
 EK0121
 EK0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0121'MARK NOT FOUND.
 EK0121
 EK0121                          STATION RECOVERY (1985)
 EK0121
 EK0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0121'NOT RECOVERED, LEVEL LINE REROUTED ALONG U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0122 ***********************************************************************
 EK0122  DESIGNATION -  424
 EK0122  PID         -  EK0122
 EK0122  STATE/COUNTY-  AR/SEVIER
 EK0122  USGS QUAD   -  GILLHAM (1964)
 EK0122
 EK0122                         *CURRENT SURVEY CONTROL
 EK0122  ___________________________________________________________________
 EK0122* NAD 83(1986)-  34 09 00.     (N)    094 17 37.     (W)     SCALED    
 EK0122* NAVD 88     -       204.553  (meters)     671.10   (feet)  ADJUSTED  
 EK0122  ___________________________________________________________________
 EK0122  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EK0122  DYNAMIC HT  -         204.346 (meters)     670.43  (feet)  COMP
 EK0122  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 EK0122
 EK0122  VERT ORDER  -  FIRST     CLASS II
 EK0122
 EK0122.The horizontal coordinates were scaled from a topographic map and have
 EK0122.an estimated accuracy of +/- 6 seconds.
 EK0122
 EK0122.The orthometric height was determined by differential leveling
 EK0122.and adjusted by the National Geodetic Survey in June 1991..
 EK0122
 EK0122.The geoid height was determined by GEOID03.
 EK0122
 EK0122.The dynamic height is computed by dividing the NAVD 88
 EK0122.geopotential number by the normal gravity value computed on the
 EK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0122.degrees latitude (g = 980.6199 gals.).
 EK0122
 EK0122.The modeled gravity was interpolated from observed gravity values.
 EK0122
 EK0122;                    North         East    Units  Estimated Accuracy
 EK0122;SPC AR S     -   566,890.      188,510.      MT  (+/- 180 meters Scaled)
 EK0122
 EK0122                          SUPERSEDED SURVEY CONTROL
 EK0122
 EK0122  NGVD 29 (??/??/92)  204.528  (m)          671.02   (f) ADJ UNCH    1 2
 EK0122
 EK0122.Superseded values are not recommended for survey control.
 EK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0122.See file dsdata.txt to determine how the superseded data were derived.
 EK0122
 EK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT807795(NAD 83)
 EK0122_MARKER: Z = SEE DESCRIPTION
 EK0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0122_SP_SET: RAIL
 EK0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0122
 EK0122  HISTORY     - Date     Condition        Report By
 EK0122  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0122  HISTORY     - 1932     MARK NOT FOUND   NGS
 EK0122  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0122  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0122
 EK0122                          STATION DESCRIPTION
 EK0122
 EK0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0122'0.6 MI N FROM KINGS SPUR.
 EK0122'0.6 MILES NORTH BY R.R. NEAR M.P. 424 30 FT NORTH OF THE 1ST POLE
 EK0122'SOUTH OF M.P. 424.  25 FT WEST OF R.R. TRACKS.
 EK0122
 EK0122                          STATION RECOVERY (1962)
 EK0122
 EK0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0122'MARK NOT FOUND.
 EK0122
 EK0122                          STATION RECOVERY (1985)
 EK0122
 EK0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0122'NOT RECOVERED, LEVEL LINE REROUTED ALONG U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1522 ***********************************************************************
 EH1522  DESIGNATION -  42/43 REF
 EH1522  PID         -  EH1522
 EH1522  STATE/COUNTY-  AR/JEFFERSON
 EH1522  USGS QUAD   -  GILLETT (1972)
 EH1522
 EH1522                         *CURRENT SURVEY CONTROL
 EH1522  ___________________________________________________________________
 EH1522* NAD 83(1986)-  34 06 05.     (N)    091 29 06.     (W)     SCALED    
 EH1522* NAVD 88     -        53.638  (meters)     175.98   (feet)  ADJUSTED  
 EH1522  ___________________________________________________________________
 EH1522  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EH1522  DYNAMIC HT  -          53.585 (meters)     175.80  (feet)  COMP
 EH1522  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 EH1522
 EH1522  VERT ORDER  -  FIRST     CLASS II
 EH1522
 EH1522.The horizontal coordinates were scaled from a topographic map and have
 EH1522.an estimated accuracy of +/- 6 seconds.
 EH1522
 EH1522.The orthometric height was determined by differential leveling
 EH1522.and adjusted by the National Geodetic Survey in August 1993..
 EH1522
 EH1522.The geoid height was determined by GEOID03.
 EH1522
 EH1522.The dynamic height is computed by dividing the NAVD 88
 EH1522.geopotential number by the normal gravity value computed on the
 EH1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1522.degrees latitude (g = 980.6199 gals.).
 EH1522
 EH1522.The modeled gravity was interpolated from observed gravity values.
 EH1522
 EH1522;                    North         East    Units  Estimated Accuracy
 EH1522;SPC AR S     -   559,250.      447,520.      MT  (+/- 180 meters Scaled)
 EH1522
 EH1522                          SUPERSEDED SURVEY CONTROL
 EH1522
 EH1522  NGVD 29 (??/??/??)   53.748  (m)          176.34   (f) ADJUSTED    1 2
 EH1522
 EH1522.Superseded values are not recommended for survey control.
 EH1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1522.See file dsdata.txt to determine how the superseded data were derived.
 EH1522
 EH1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT397744(NAD 83)
 EH1522_MARKER: P = PIPE CAP
 EH1522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1522_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1522_STAMPING: REF 42/43
 EH1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1522
 EH1522  HISTORY     - Date     Condition        Report By
 EH1522  HISTORY     - UNK      MONUMENTED       DOD
 EH1522  HISTORY     - 1955     GOOD             CGS
 EH1522  HISTORY     - 1972     MARK NOT FOUND   USGS
 EH1522
 EH1522                          STATION DESCRIPTION
 EH1522
 EH1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1522'8.3 MI SE FROM REYDEL.
 EH1522'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1522'THENCE 4.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES
 EH1522'SOUTHEAST ALONG A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, 0.1 MILE
 EH1522'EAST OF A GATE, 89 FEET NORTH OF THE CENTER LINE OF THE LEVEE, 3 FEET
 EH1522'NORTH OF AN EAST AND WEST FENCE, 4 FEET NORTH OF A WITNESS POST,
 EH1522'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 EH1522'GROUND.
 EH1522
 EH1522                          STATION RECOVERY (1972)
 EH1522
 EH1522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0124 ***********************************************************************
 EK0124  DESIGNATION -  425
 EK0124  PID         -  EK0124
 EK0124  STATE/COUNTY-  AR/SEVIER
 EK0124  USGS QUAD   -  GILLHAM (1964)
 EK0124
 EK0124                         *CURRENT SURVEY CONTROL
 EK0124  ___________________________________________________________________
 EK0124* NAD 83(1986)-  34 08 21.     (N)    094 18 00.     (W)     SCALED    
 EK0124* NAVD 88     -       191.236  (meters)     627.41   (feet)  ADJUSTED  
 EK0124  ___________________________________________________________________
 EK0124  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 EK0124  DYNAMIC HT  -         191.042 (meters)     626.78  (feet)  COMP
 EK0124  MODELED GRAV-     979,615.9   (mgal)                       NAVD 88
 EK0124
 EK0124  VERT ORDER  -  FIRST     CLASS II
 EK0124
 EK0124.The horizontal coordinates were scaled from a topographic map and have
 EK0124.an estimated accuracy of +/- 6 seconds.
 EK0124
 EK0124.The orthometric height was determined by differential leveling
 EK0124.and adjusted by the National Geodetic Survey in June 1991..
 EK0124
 EK0124.The geoid height was determined by GEOID03.
 EK0124
 EK0124.The dynamic height is computed by dividing the NAVD 88
 EK0124.geopotential number by the normal gravity value computed on the
 EK0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0124.degrees latitude (g = 980.6199 gals.).
 EK0124
 EK0124.The modeled gravity was interpolated from observed gravity values.
 EK0124
 EK0124;                    North         East    Units  Estimated Accuracy
 EK0124;SPC AR S     -   565,700.      187,900.      MT  (+/- 180 meters Scaled)
 EK0124
 EK0124                          SUPERSEDED SURVEY CONTROL
 EK0124
 EK0124  NGVD 29 (??/??/92)  191.210  (m)          627.33   (f) ADJ UNCH    1 2
 EK0124
 EK0124.Superseded values are not recommended for survey control.
 EK0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0124.See file dsdata.txt to determine how the superseded data were derived.
 EK0124
 EK0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT801783(NAD 83)
 EK0124_MARKER: Z = SEE DESCRIPTION
 EK0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0124_SP_SET: RAIL
 EK0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0124
 EK0124  HISTORY     - Date     Condition        Report By
 EK0124  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0124  HISTORY     - 1932     MARK NOT FOUND   NGS
 EK0124  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0124  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0124
 EK0124                          STATION DESCRIPTION
 EK0124
 EK0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0124'0.4 MI S FROM KINGS SPUR.
 EK0124'0.4 MILES SOUTH BY R.R. NEAR M.P. 425 15 FT SOUTH OF M.P. 425
 EK0124'35 FT WEST OF R.R. TRACKS.
 EK0124
 EK0124                          STATION RECOVERY (1962)
 EK0124
 EK0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0124'MARK NOT FOUND.
 EK0124
 EK0124                          STATION RECOVERY (1985)
 EK0124
 EK0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0124'NOT RECOVERED POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0127 ***********************************************************************
 EK0127  DESIGNATION -  426
 EK0127  PID         -  EK0127
 EK0127  STATE/COUNTY-  AR/SEVIER
 EK0127  USGS QUAD   -  GILLHAM (1964)
 EK0127
 EK0127                         *CURRENT SURVEY CONTROL
 EK0127  ___________________________________________________________________
 EK0127* NAD 83(1986)-  34 07 52.     (N)    094 18 40.     (W)     SCALED    
 EK0127* NAVD 88     -       185.608  (meters)     608.95   (feet)  ADJUSTED  
 EK0127  ___________________________________________________________________
 EK0127  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 EK0127  DYNAMIC HT  -         185.419 (meters)     608.33  (feet)  COMP
 EK0127  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 EK0127
 EK0127  VERT ORDER  -  FIRST     CLASS II
 EK0127
 EK0127.The horizontal coordinates were scaled from a topographic map and have
 EK0127.an estimated accuracy of +/- 6 seconds.
 EK0127
 EK0127.The orthometric height was determined by differential leveling
 EK0127.and adjusted by the National Geodetic Survey in June 1991..
 EK0127
 EK0127.The geoid height was determined by GEOID03.
 EK0127
 EK0127.The dynamic height is computed by dividing the NAVD 88
 EK0127.geopotential number by the normal gravity value computed on the
 EK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0127.degrees latitude (g = 980.6199 gals.).
 EK0127
 EK0127.The modeled gravity was interpolated from observed gravity values.
 EK0127
 EK0127;                    North         East    Units  Estimated Accuracy
 EK0127;SPC AR S     -   564,830.      186,850.      MT  (+/- 180 meters Scaled)
 EK0127
 EK0127                          SUPERSEDED SURVEY CONTROL
 EK0127
 EK0127  NGVD 29 (??/??/92)  185.582  (m)          608.86   (f) ADJ UNCH    1 2
 EK0127
 EK0127.Superseded values are not recommended for survey control.
 EK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0127.See file dsdata.txt to determine how the superseded data were derived.
 EK0127
 EK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT791774(NAD 83)
 EK0127_MARKER: Z = SEE DESCRIPTION
 EK0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0127_SP_SET: RAIL
 EK0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0127
 EK0127  HISTORY     - Date     Condition        Report By
 EK0127  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0127  HISTORY     - 1932     MARK NOT FOUND   NGS
 EK0127  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0127  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0127
 EK0127                          STATION DESCRIPTION
 EK0127
 EK0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0127'1.4 MI S FROM KINGS SPUR.
 EK0127'1.4 MILES SOUTH BY R.R. NEAR M.P. 426 12 FT NORTH OF THE 2ND POLE
 EK0127'NORTH OF M.P. 426.  35 FT WEST OF R.R. TRACK.
 EK0127
 EK0127                          STATION RECOVERY (1962)
 EK0127
 EK0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0127'MARK NOT FOUND.
 EK0127
 EK0127                          STATION RECOVERY (1985)
 EK0127
 EK0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0127'NOT RECOVERED, LEVEL LINE REROUTED ALONG U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1218 ***********************************************************************
 EJ1218  DESIGNATION -  429
 EJ1218  PID         -  EJ1218
 EJ1218  STATE/COUNTY-  AR/CLARK
 EJ1218  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1218
 EJ1218                         *CURRENT SURVEY CONTROL
 EJ1218  ___________________________________________________________________
 EJ1218* NAD 83(1986)-  34 00 15.     (N)    093 20 12.     (W)     SCALED    
 EJ1218* NAVD 88     -       129.227  (meters)     423.97   (feet)  ADJUSTED  
 EJ1218  ___________________________________________________________________
 EJ1218  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EJ1218  DYNAMIC HT  -         129.096 (meters)     423.54  (feet)  COMP
 EJ1218  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 EJ1218
 EJ1218  VERT ORDER  -  SECOND    CLASS 0
 EJ1218
 EJ1218.The horizontal coordinates were scaled from a topographic map and have
 EJ1218.an estimated accuracy of +/- 6 seconds.
 EJ1218
 EJ1218.The orthometric height was determined by differential leveling
 EJ1218.and adjusted by the National Geodetic Survey in June 1991..
 EJ1218
 EJ1218.The geoid height was determined by GEOID03.
 EJ1218
 EJ1218.The dynamic height is computed by dividing the NAVD 88
 EJ1218.geopotential number by the normal gravity value computed on the
 EJ1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1218.degrees latitude (g = 980.6199 gals.).
 EJ1218
 EJ1218.The modeled gravity was interpolated from observed gravity values.
 EJ1218
 EJ1218;                    North         East    Units  Estimated Accuracy
 EJ1218;SPC AR S     -   549,150.      276,530.      MT  (+/- 180 meters Scaled)
 EJ1218
 EJ1218                          SUPERSEDED SURVEY CONTROL
 EJ1218
 EJ1218  NGVD 29 (??/??/92)  129.224  (m)          423.96   (f) ADJ UNCH    2 0
 EJ1218
 EJ1218.Superseded values are not recommended for survey control.
 EJ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1218.See file dsdata.txt to determine how the superseded data were derived.
 EJ1218
 EJ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT689626(NAD 83)
 EJ1218_MARKER: P = PIPE CAP
 EJ1218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ1218_STAMPING: 429 HS
 EJ1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1218
 EJ1218  HISTORY     - Date     Condition        Report By
 EJ1218  HISTORY     - UNK      MONUMENTED       USGS
 EJ1218  HISTORY     - 1964     GOOD             NGS
 EJ1218
 EJ1218                          STATION DESCRIPTION
 EJ1218
 EJ1218'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 EJ1218'IN OKOLONA.
 EJ1218'AT OKOLONA, CLARK COUNTY, 0.5 MILE NORTHEAST OF THE MISSOURI PACIFIC
 EJ1218'RAILROAD STATION, 0.2 MILE NORTHWEST OF THE HIGH SCHOOL, 265 FEET
 EJ1218'SOUTH OF STATE HIGHWAY 51, AT THE OLD SCHOOLHOUSE, 160 FEET NORTH OF
 EJ1218'THE NORTHEAST CORNER OF THE METHODIST CHURCH, AND 2 FEET SOUTH OF THE
 EJ1218'SOUTHEAST CORNER OF AN OLD BARN.  A UNITED STATES GEOLOGICAL SURVEY
 EJ1218'STANDARD CAP, STAMPED 429 HS AND RIVETED ON THE TOP OF A 3-INCH IRON
 EJ1218'PIPE.  NOTE-- MARK IS ABOUT 3 FT N OF A FENCE AND 1.5 FT E OF A 6-INCH
 EJ1218'ASH TREE.  THE MARK PROJECTS ABOUT 4 INCHES.
 EJ1218
 EJ1218                          STATION RECOVERY (1964)
 EJ1218
 EJ1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0129 ***********************************************************************
 EK0129  DESIGNATION -  429
 EK0129  PID         -  EK0129
 EK0129  STATE/COUNTY-  AR/SEVIER
 EK0129  USGS QUAD   -  DE QUEEN (1966)
 EK0129
 EK0129                         *CURRENT SURVEY CONTROL
 EK0129  ___________________________________________________________________
 EK0129* NAD 83(1986)-  34 05 56.     (N)    094 19 58.     (W)     SCALED    
 EK0129* NAVD 88     -       162.192  (meters)     532.12   (feet)  ADJUSTED  
 EK0129  ___________________________________________________________________
 EK0129  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 EK0129  DYNAMIC HT  -         162.028 (meters)     531.59  (feet)  COMP
 EK0129  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 EK0129
 EK0129  VERT ORDER  -  FIRST     CLASS II
 EK0129
 EK0129.The horizontal coordinates were scaled from a topographic map and have
 EK0129.an estimated accuracy of +/- 6 seconds.
 EK0129
 EK0129.The orthometric height was determined by differential leveling
 EK0129.and adjusted by the National Geodetic Survey in June 1991..
 EK0129
 EK0129.The geoid height was determined by GEOID03.
 EK0129
 EK0129.The dynamic height is computed by dividing the NAVD 88
 EK0129.geopotential number by the normal gravity value computed on the
 EK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0129.degrees latitude (g = 980.6199 gals.).
 EK0129
 EK0129.The modeled gravity was interpolated from observed gravity values.
 EK0129
 EK0129;                    North         East    Units  Estimated Accuracy
 EK0129;SPC AR S     -   561,300.      184,770.      MT  (+/- 180 meters Scaled)
 EK0129
 EK0129                          SUPERSEDED SURVEY CONTROL
 EK0129
 EK0129  NGVD 29 (??/??/92)  162.167  (m)          532.04   (f) ADJ UNCH    1 2
 EK0129
 EK0129.Superseded values are not recommended for survey control.
 EK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0129.See file dsdata.txt to determine how the superseded data were derived.
 EK0129
 EK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT770739(NAD 83)
 EK0129_MARKER: Z = SEE DESCRIPTION
 EK0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0129_SP_SET: RAIL
 EK0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0129
 EK0129  HISTORY     - Date     Condition        Report By
 EK0129  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0129  HISTORY     - 1932     MARK NOT FOUND   NGS
 EK0129  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0129  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0129
 EK0129                          STATION DESCRIPTION
 EK0129
 EK0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0129'4.8 MI N FROM DE QUEEN.
 EK0129'4.8 MILES NORTH BY R.R. NEAR M.P. 429 25 FT SOUTH OF M.P. 429.
 EK0129'35 FT WEST OF R.R. TRACK.
 EK0129
 EK0129                          STATION RECOVERY (1962)
 EK0129
 EK0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0129'MARK NOT FOUND.
 EK0129
 EK0129                          STATION RECOVERY (1985)
 EK0129
 EK0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0129'NOT RECOVERED, LEVEL LINE REROUTED TO U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1187 ***********************************************************************
 EH1187  DESIGNATION -  43 W
 EH1187  PID         -  EH1187
 EH1187  STATE/COUNTY-  AR/PRAIRIE
 EH1187  USGS QUAD   -  ULM (1968)
 EH1187
 EH1187                         *CURRENT SURVEY CONTROL
 EH1187  ___________________________________________________________________
 EH1187* NAD 83(1986)-  34 35 51.     (N)    091 25 48.     (W)     SCALED    
 EH1187* NAVD 88     -        63.200  (meters)     207.35   (feet)  ADJUSTED  
 EH1187  ___________________________________________________________________
 EH1187  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH1187  DYNAMIC HT  -          63.139 (meters)     207.15  (feet)  COMP
 EH1187  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 EH1187
 EH1187  VERT ORDER  -  FIRST     CLASS II
 EH1187
 EH1187.The horizontal coordinates were scaled from a topographic map and have
 EH1187.an estimated accuracy of +/- 6 seconds.
 EH1187
 EH1187.The orthometric height was determined by differential leveling
 EH1187.and adjusted by the National Geodetic Survey in June 1991..
 EH1187
 EH1187.The geoid height was determined by GEOID03.
 EH1187
 EH1187.The dynamic height is computed by dividing the NAVD 88
 EH1187.geopotential number by the normal gravity value computed on the
 EH1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1187.degrees latitude (g = 980.6199 gals.).
 EH1187
 EH1187.The modeled gravity was interpolated from observed gravity values.
 EH1187
 EH1187;                    North         East    Units  Estimated Accuracy
 EH1187;SPC AR S     -   614,300.      452,290.      MT  (+/- 180 meters Scaled)
 EH1187
 EH1187                          SUPERSEDED SURVEY CONTROL
 EH1187
 EH1187  NGVD 29 (??/??/??)   63.225  (m)          207.43   (f) ADJUSTED    1 2
 EH1187
 EH1187.Superseded values are not recommended for survey control.
 EH1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1187.See file dsdata.txt to determine how the superseded data were derived.
 EH1187
 EH1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU439295(NAD 83)
 EH1187_MARKER: DD = SURVEY DISK
 EH1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1187_STAMPING: 43 W 1929
 EH1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1187+STABILITY: SURFACE MOTION
 EH1187
 EH1187  HISTORY     - Date     Condition        Report By
 EH1187  HISTORY     - 1929     MONUMENTED       USGS
 EH1187  HISTORY     - 1955     GOOD             CGS
 EH1187  HISTORY     - 20030422 MARK NOT FOUND   USACE
 EH1187
 EH1187                          STATION DESCRIPTION
 EH1187
 EH1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1187'2.25 MI NE FROM ULM.
 EH1187'ABOUT 2.25 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1187'FROM THE STATION SIGN AT ULM, ABOUT 126 YARDS NORTHEAST OF MILE POLE
 EH1187'224, AT CROSSING OF A NORTH-SOUTH GRAVEL ROAD, 32.8 FEET WEST OF
 EH1187'CENTER OF CROSSING, 29 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 65 FEET
 EH1187'SOUTHEAST OF CENTER LINE OF U.S. HIGHWAY 79, 14.4 FEET SOUTHEAST OF A
 EH1187'FENCE LINE, 23 1/2 FEET WEST OF THE FIRST TELEPHONE POLE SOUTHWEST OF
 EH1187'CROSSING, 189 1/2 FEET NORTHEAST OF A HIGHWAY R/W MARKER, 1 1/2 FEET
 EH1187'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF
 EH1187'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EH1187
 EH1187                          STATION RECOVERY (2003)
 EH1187
 EH1187'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0131 ***********************************************************************
 EK0131  DESIGNATION -  431
 EK0131  PID         -  EK0131
 EK0131  STATE/COUNTY-  AR/SEVIER
 EK0131  USGS QUAD   -  DE QUEEN (1966)
 EK0131
 EK0131                         *CURRENT SURVEY CONTROL
 EK0131  ___________________________________________________________________
 EK0131* NAD 83(1986)-  34 04 16.     (N)    094 20 09.     (W)     SCALED    
 EK0131* NAVD 88     -       129.793  (meters)     425.83   (feet)  ADJUSTED  
 EK0131  ___________________________________________________________________
 EK0131  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EK0131  DYNAMIC HT  -         129.661 (meters)     425.40  (feet)  COMP
 EK0131  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 EK0131
 EK0131  VERT ORDER  -  FIRST     CLASS II
 EK0131
 EK0131.The horizontal coordinates were scaled from a topographic map and have
 EK0131.an estimated accuracy of +/- 6 seconds.
 EK0131
 EK0131.The orthometric height was determined by differential leveling
 EK0131.and adjusted by the National Geodetic Survey in June 1991..
 EK0131
 EK0131.The geoid height was determined by GEOID03.
 EK0131
 EK0131.The dynamic height is computed by dividing the NAVD 88
 EK0131.geopotential number by the normal gravity value computed on the
 EK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0131.degrees latitude (g = 980.6199 gals.).
 EK0131
 EK0131.The modeled gravity was interpolated from observed gravity values.
 EK0131
 EK0131;                    North         East    Units  Estimated Accuracy
 EK0131;SPC AR S     -   558,230.      184,420.      MT  (+/- 180 meters Scaled)
 EK0131
 EK0131                          SUPERSEDED SURVEY CONTROL
 EK0131
 EK0131  NGVD 29 (??/??/92)  129.769  (m)          425.75   (f) ADJ UNCH    1 2
 EK0131
 EK0131.Superseded values are not recommended for survey control.
 EK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0131.See file dsdata.txt to determine how the superseded data were derived.
 EK0131
 EK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT767708(NAD 83)
 EK0131_MARKER: Z = SEE DESCRIPTION
 EK0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0131_SP_SET: RAIL
 EK0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0131
 EK0131  HISTORY     - Date     Condition        Report By
 EK0131  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0131  HISTORY     - 1932     GOOD             NGS
 EK0131  HISTORY     - 1962     GOOD             NGS
 EK0131  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0131
 EK0131                          STATION DESCRIPTION
 EK0131
 EK0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0131'2.3 MI N FROM DE QUEEN.
 EK0131'NEAR M.P. 431 20 FT NORTHWEST OF M.P. 431.  40 FT SOUTHWEST OF
 EK0131'R.R. TRACK.
 EK0131
 EK0131                          STATION RECOVERY (1962)
 EK0131
 EK0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0131'RECOVERED IN GOOD CONDITION.
 EK0131
 EK0131                          STATION RECOVERY (1985)
 EK0131
 EK0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0131'NOT RECOVERED, LEVEL LINE REROUTED TO U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1521 ***********************************************************************
 EH1521  DESIGNATION -  43/44
 EH1521  PID         -  EH1521
 EH1521  STATE/COUNTY-  AR/JEFFERSON
 EH1521  USGS QUAD   -  GILLETT (1972)
 EH1521
 EH1521                         *CURRENT SURVEY CONTROL
 EH1521  ___________________________________________________________________
 EH1521* NAD 83(1986)-  34 05 41.     (N)    091 28 24.     (W)     SCALED    
 EH1521* NAVD 88     -        52.389  (meters)     171.88   (feet)  ADJUSTED  
 EH1521  ___________________________________________________________________
 EH1521  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EH1521  DYNAMIC HT  -          52.338 (meters)     171.71  (feet)  COMP
 EH1521  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 EH1521
 EH1521  VERT ORDER  -  FIRST     CLASS II
 EH1521
 EH1521.The horizontal coordinates were scaled from a topographic map and have
 EH1521.an estimated accuracy of +/- 6 seconds.
 EH1521
 EH1521.The orthometric height was determined by differential leveling
 EH1521.and adjusted by the National Geodetic Survey in August 1993..
 EH1521.WARNING-Repeat measurements at this control monument indicate possible
 EH1521.vertical movement.
 EH1521
 EH1521.The geoid height was determined by GEOID03.
 EH1521
 EH1521.The dynamic height is computed by dividing the NAVD 88
 EH1521.geopotential number by the normal gravity value computed on the
 EH1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1521.degrees latitude (g = 980.6199 gals.).
 EH1521
 EH1521.The modeled gravity was interpolated from observed gravity values.
 EH1521
 EH1521;                    North         East    Units  Estimated Accuracy
 EH1521;SPC AR S     -   558,510.      448,600.      MT  (+/- 180 meters Scaled)
 EH1521
 EH1521                          SUPERSEDED SURVEY CONTROL
 EH1521
 EH1521  NGVD 29 (??/??/??)   52.501  (m)          172.25   (f) ADJUSTED    1 2
 EH1521
 EH1521.Superseded values are not recommended for survey control.
 EH1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1521.See file dsdata.txt to determine how the superseded data were derived.
 EH1521
 EH1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT408737(NAD 83)
 EH1521_MARKER: P = PIPE CAP
 EH1521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1521_STAMPING: B M 43/44
 EH1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1521
 EH1521  HISTORY     - Date     Condition        Report By
 EH1521  HISTORY     - UNK      MONUMENTED       DOD
 EH1521  HISTORY     - 1955     GOOD             CGS
 EH1521
 EH1521                          STATION DESCRIPTION
 EH1521
 EH1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1521'9.1 MI SE FROM REYDEL.
 EH1521'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1521'THENCE 4.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 3.8 MILES
 EH1521'SOUTHEAST ALONG A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, 0.1 MILE
 EH1521'NORTHWEST OF A GATE, 103 FEET NORTHEAST OF THE CENTER LINE OF THE
 EH1521'LEVEE, 2 FEET SOUTHEAST OF A WITNES POST, RIVETED ON THE TOP OF AN
 EH1521'IRON PIPE WHICH PROJECTS 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0136 ***********************************************************************
 EK0136  DESIGNATION -  434.5
 EK0136  PID         -  EK0136
 EK0136  STATE/COUNTY-  AR/SEVIER
 EK0136  USGS QUAD   -  DE QUEEN (1966)
 EK0136
 EK0136                         *CURRENT SURVEY CONTROL
 EK0136  ___________________________________________________________________
 EK0136* NAD 83(1986)-  34 01 11.     (N)    094 20 34.     (W)     SCALED    
 EK0136* NAVD 88     -       108.419  (meters)     355.70   (feet)  ADJUSTED  
 EK0136  ___________________________________________________________________
 EK0136  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EK0136  DYNAMIC HT  -         108.308 (meters)     355.34  (feet)  COMP
 EK0136  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 EK0136
 EK0136  VERT ORDER  -  FIRST     CLASS II
 EK0136
 EK0136.The horizontal coordinates were scaled from a topographic map and have
 EK0136.an estimated accuracy of +/- 6 seconds.
 EK0136
 EK0136.The orthometric height was determined by differential leveling
 EK0136.and adjusted by the National Geodetic Survey in June 1991..
 EK0136
 EK0136.The geoid height was determined by GEOID03.
 EK0136
 EK0136.The dynamic height is computed by dividing the NAVD 88
 EK0136.geopotential number by the normal gravity value computed on the
 EK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0136.degrees latitude (g = 980.6199 gals.).
 EK0136
 EK0136.The modeled gravity was interpolated from observed gravity values.
 EK0136
 EK0136;                    North         East    Units  Estimated Accuracy
 EK0136;SPC AR S     -   552,550.      183,650.      MT  (+/- 180 meters Scaled)
 EK0136
 EK0136                          SUPERSEDED SURVEY CONTROL
 EK0136
 EK0136  NGVD 29 (??/??/92)  108.396  (m)          355.63   (f) ADJ UNCH    1 2
 EK0136
 EK0136.Superseded values are not recommended for survey control.
 EK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0136.See file dsdata.txt to determine how the superseded data were derived.
 EK0136
 EK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT760651(NAD 83)
 EK0136_MARKER: Q = CHISELED SQUARE
 EK0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0136_SP_SET: ABUTMENT
 EK0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0136
 EK0136  HISTORY     - Date     Condition        Report By
 EK0136  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0136  HISTORY     - 1932     MARK NOT FOUND   NGS
 EK0136  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0136  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0136
 EK0136                          STATION DESCRIPTION
 EK0136
 EK0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0136'1.2 MI S FROM DE QUEEN.
 EK0136'1.25 MILES SOUTH BY R.R. AT BRIDGE A-435 ON NORTH SIDE EAST AND
 EK0136'NORTH ABUTMENT.
 EK0136
 EK0136                          STATION RECOVERY (1962)
 EK0136
 EK0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0136'MARK NOT FOUND.
 EK0136
 EK0136                          STATION RECOVERY (1985)
 EK0136
 EK0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0136'NOT RECOVERED, LEVEL LINE REROUTED ALONG STATE ROUTE 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0492 ***********************************************************************
 DL0492  DESIGNATION -  435
 DL0492  PID         -  DL0492
 DL0492  STATE/COUNTY-  AR/CLARK
 DL0492  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0492
 DL0492                         *CURRENT SURVEY CONTROL
 DL0492  ___________________________________________________________________
 DL0492* NAD 83(1986)-  33 51 51.     (N)    093 17 09.     (W)     SCALED    
 DL0492* NAVD 88     -        63.052  (meters)     206.86   (feet)  ADJUSTED  
 DL0492  ___________________________________________________________________
 DL0492  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DL0492  DYNAMIC HT  -          62.988 (meters)     206.65  (feet)  COMP
 DL0492  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 DL0492
 DL0492  VERT ORDER  -  SECOND    CLASS 0
 DL0492
 DL0492.The horizontal coordinates were scaled from a topographic map and have
 DL0492.an estimated accuracy of +/- 6 seconds.
 DL0492
 DL0492.The orthometric height was determined by differential leveling
 DL0492.and adjusted by the National Geodetic Survey in June 1991..
 DL0492
 DL0492.The geoid height was determined by GEOID03.
 DL0492
 DL0492.The dynamic height is computed by dividing the NAVD 88
 DL0492.geopotential number by the normal gravity value computed on the
 DL0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0492.degrees latitude (g = 980.6199 gals.).
 DL0492
 DL0492.The modeled gravity was interpolated from observed gravity values.
 DL0492
 DL0492;                    North         East    Units  Estimated Accuracy
 DL0492;SPC AR S     -   533,560.      281,030.      MT  (+/- 180 meters Scaled)
 DL0492
 DL0492                          SUPERSEDED SURVEY CONTROL
 DL0492
 DL0492  NGVD 29 (??/??/92)   63.052  (m)          206.86   (f) ADJ UNCH    2 0
 DL0492
 DL0492.Superseded values are not recommended for survey control.
 DL0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0492.See file dsdata.txt to determine how the superseded data were derived.
 DL0492
 DL0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT735471(NAD 83)
 DL0492_MARKER: Z = SEE DESCRIPTION
 DL0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0492_SP_SET: MARKER POST
 DL0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0492
 DL0492  HISTORY     - Date     Condition        Report By
 DL0492  HISTORY     - UNK      MONUMENTED       MPRR
 DL0492  HISTORY     - 1935     GOOD             NGS
 DL0492  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0492
 DL0492                          STATION DESCRIPTION
 DL0492
 DL0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0492'8.4 MI SW FROM GURDON.
 DL0492'8.4 OF A MILE SOUTHWEST OF GURDON, ARKANSAS, ALONG THE MISSOURI
 DL0492'PACIFIC LINE TOWARD HOPE, ARKANSAS.  INSIDE CURVE, 10 FEET NORTH OF
 DL0492'THE CENTERLINE OF THE TRACK, A COPPER PLUG IN THE TOP OF A FIVE MILE
 DL0492'MARKER POST MARKED 435, ABOUT 2.5 OF A FOOT ABOVE THE GROUND.
 DL0492
 DL0492                          STATION RECOVERY (1963)
 DL0492
 DL0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0137 ***********************************************************************
 EK0137  DESIGNATION -  436
 EK0137  PID         -  EK0137
 EK0137  STATE/COUNTY-  AR/SEVIER
 EK0137  USGS QUAD   -  DE QUEEN (1966)
 EK0137
 EK0137                         *CURRENT SURVEY CONTROL
 EK0137  ___________________________________________________________________
 EK0137* NAD 83(1986)-  34 00 21.     (N)    094 21 41.     (W)     SCALED    
 EK0137* NAVD 88     -       121.294  (meters)     397.95   (feet)  ADJUSTED  
 EK0137  ___________________________________________________________________
 EK0137  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 EK0137  DYNAMIC HT  -         121.169 (meters)     397.54  (feet)  COMP
 EK0137  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 EK0137
 EK0137  VERT ORDER  -  FIRST     CLASS II
 EK0137
 EK0137.The horizontal coordinates were scaled from a topographic map and have
 EK0137.an estimated accuracy of +/- 6 seconds.
 EK0137
 EK0137.The orthometric height was determined by differential leveling
 EK0137.and adjusted by the National Geodetic Survey in June 1991..
 EK0137
 EK0137.The geoid height was determined by GEOID03.
 EK0137
 EK0137.The dynamic height is computed by dividing the NAVD 88
 EK0137.geopotential number by the normal gravity value computed on the
 EK0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0137.degrees latitude (g = 980.6199 gals.).
 EK0137
 EK0137.The modeled gravity was interpolated from observed gravity values.
 EK0137
 EK0137;                    North         East    Units  Estimated Accuracy
 EK0137;SPC AR S     -   551,050.      181,900.      MT  (+/- 180 meters Scaled)
 EK0137
 EK0137                          SUPERSEDED SURVEY CONTROL
 EK0137
 EK0137  NGVD 29 (??/??/92)  121.271  (m)          397.87   (f) ADJ UNCH    1 2
 EK0137
 EK0137.Superseded values are not recommended for survey control.
 EK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0137.See file dsdata.txt to determine how the superseded data were derived.
 EK0137
 EK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT742636(NAD 83)
 EK0137_MARKER: Z = SEE DESCRIPTION
 EK0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0137_SP_SET: RAIL
 EK0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0137
 EK0137  HISTORY     - Date     Condition        Report By
 EK0137  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0137  HISTORY     - 1932     MARK NOT FOUND   NGS
 EK0137  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0137  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0137
 EK0137                          STATION DESCRIPTION
 EK0137
 EK0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0137'2.7 MI S FROM DE QUEEN.
 EK0137'2.7 MILES SOUTH BY RAIL.  20 FT WEST OF M.P. 436.  50 FT NORTH
 EK0137'OF R.R. TRACK.
 EK0137
 EK0137                          STATION RECOVERY (1962)
 EK0137
 EK0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0137'MARK NOT FOUND.
 EK0137
 EK0137                          STATION RECOVERY (1985)
 EK0137
 EK0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0137'NOT RECOVERED, LEVEL LINE REROUTED ALONG STATE ROUTE 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0125 ***********************************************************************
 DM0125  DESIGNATION -  437
 DM0125  PID         -  DM0125
 DM0125  STATE/COUNTY-  AR/SEVIER
 DM0125  USGS QUAD   -  LOCKESBURG (1978)
 DM0125
 DM0125                         *CURRENT SURVEY CONTROL
 DM0125  ___________________________________________________________________
 DM0125* NAD 83(1986)-  33 58 05.     (N)    094 10 06.     (W)     SCALED    
 DM0125* NAVD 88     -       133.432  (meters)     437.77   (feet)  ADJUSTED  
 DM0125  ___________________________________________________________________
 DM0125  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DM0125  DYNAMIC HT  -         133.296 (meters)     437.32  (feet)  COMP
 DM0125  MODELED GRAV-     979,615.9   (mgal)                       NAVD 88
 DM0125
 DM0125  VERT ORDER  -  SECOND    CLASS 0
 DM0125
 DM0125.The horizontal coordinates were scaled from a topographic map and have
 DM0125.an estimated accuracy of +/- 6 seconds.
 DM0125
 DM0125.The orthometric height was determined by differential leveling
 DM0125.and adjusted by the National Geodetic Survey in June 1991..
 DM0125
 DM0125.The geoid height was determined by GEOID03.
 DM0125
 DM0125.The dynamic height is computed by dividing the NAVD 88
 DM0125.geopotential number by the normal gravity value computed on the
 DM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0125.degrees latitude (g = 980.6199 gals.).
 DM0125
 DM0125.The modeled gravity was interpolated from observed gravity values.
 DM0125
 DM0125;                    North         East    Units  Estimated Accuracy
 DM0125;SPC AR S     -   546,460.      199,640.      MT  (+/- 180 meters Scaled)
 DM0125
 DM0125                          SUPERSEDED SURVEY CONTROL
 DM0125
 DM0125  NGVD 29 (??/??/92)  133.381  (m)          437.60   (f) ADJ UNCH    2 0
 DM0125
 DM0125.Superseded values are not recommended for survey control.
 DM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0125.See file dsdata.txt to determine how the superseded data were derived.
 DM0125
 DM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT920592(NAD 83)
 DM0125_MARKER: DD = SURVEY DISK
 DM0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0125_SP_SET: BUILDING
 DM0125_STAMPING: 437-1908
 DM0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0125
 DM0125  HISTORY     - Date     Condition        Report By
 DM0125  HISTORY     - 1908     MONUMENTED       USGS
 DM0125  HISTORY     - 1934     GOOD             NGS
 DM0125  HISTORY     - 1962     GOOD             NGS
 DM0125
 DM0125                          STATION DESCRIPTION
 DM0125
 DM0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0125'IN LOCKESBURG.
 DM0125'IN THE TOWN VERTICAL ALUMINUM TABLET IN WEST BRICK WALL OF BANK
 DM0125'OF LOCKESBURG, 51 FEET NORTH OF CENTERLINE OF STREET ON SOUTH
 DM0125'SIDE OF BANK, 46 FEET EAST OF CENTERLINE OF STREET ON WEST SIDE
 DM0125'OF BANK, 9.3 FEET NORTH OF PILLAR FOR ARCH OF MAIN ENTRANCE AT
 DM0125'SOUTHWEST CORNER OF BUILDING, 1.9 FEET ABOVE SIDEWALK.
 DM0125
 DM0125                          STATION RECOVERY (1962)
 DM0125
 DM0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0002 ***********************************************************************
 DM0002  DESIGNATION -  438
 DM0002  PID         -  DM0002
 DM0002  STATE/COUNTY-  AR/SEVIER
 DM0002  USGS QUAD   -  HORATIO (1975)
 DM0002
 DM0002                         *CURRENT SURVEY CONTROL
 DM0002  ___________________________________________________________________
 DM0002* NAD 83(1986)-  33 58 28.     (N)    094 21 09.     (W)     SCALED    
 DM0002* NAVD 88     -       147.628  (meters)     484.34   (feet)  ADJUSTED  
 DM0002  ___________________________________________________________________
 DM0002  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DM0002  DYNAMIC HT  -         147.477 (meters)     483.85  (feet)  COMP
 DM0002  MODELED GRAV-     979,606.9   (mgal)                       NAVD 88
 DM0002
 DM0002  VERT ORDER  -  FIRST     CLASS II
 DM0002
 DM0002.The horizontal coordinates were scaled from a topographic map and have
 DM0002.an estimated accuracy of +/- 6 seconds.
 DM0002
 DM0002.The orthometric height was determined by differential leveling
 DM0002.and adjusted by the National Geodetic Survey in June 1991..
 DM0002
 DM0002.The geoid height was determined by GEOID03.
 DM0002
 DM0002.The dynamic height is computed by dividing the NAVD 88
 DM0002.geopotential number by the normal gravity value computed on the
 DM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0002.degrees latitude (g = 980.6199 gals.).
 DM0002
 DM0002.The modeled gravity was interpolated from observed gravity values.
 DM0002
 DM0002;                    North         East    Units  Estimated Accuracy
 DM0002;SPC AR S     -   547,550.      182,640.      MT  (+/- 180 meters Scaled)
 DM0002
 DM0002                          SUPERSEDED SURVEY CONTROL
 DM0002
 DM0002  NGVD 29 (??/??/92)  147.603  (m)          484.26   (f) ADJ UNCH    1 2
 DM0002
 DM0002.Superseded values are not recommended for survey control.
 DM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0002.See file dsdata.txt to determine how the superseded data were derived.
 DM0002
 DM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT750601(NAD 83)
 DM0002_MARKER: Z = SEE DESCRIPTION
 DM0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0002_SP_SET: RAIL END
 DM0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0002
 DM0002  HISTORY     - Date     Condition        Report By
 DM0002  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0002  HISTORY     - 1932     GOOD             NGS
 DM0002  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0002  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0002
 DM0002                          STATION DESCRIPTION
 DM0002
 DM0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0002'2.7 MI N FROM HORATIO.
 DM0002'NEAR M.P. 438 10 FT WEST OF 1ST POLE SOUTH OF M.P. 438.  40 FT NORTH
 DM0002'OF R.R. TRACKS.  NOTE-- THE RAILROAD HAS BEEN REROUTED BETWEEN NEAL
 DM0002'SPRINGS AND DE QUEEN AND THE TRACKS HAVE BEEN REMOVED.  NO MILEPOSTS
 DM0002'WERE FOUND ALONG THE OLD GRADE.
 DM0002
 DM0002                          STATION RECOVERY (1962)
 DM0002
 DM0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0002'MARK NOT FOUND.
 DM0002
 DM0002                          STATION RECOVERY (1985)
 DM0002
 DM0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0002'NOT SEARCHED FOR, OLD RAILROAD HAS BEEN REMOVED, PROBABLY DESTROYED,
 DM0002'LEVEL LINE REROUTED TO STATE ROUTE 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0003 ***********************************************************************
 DM0003  DESIGNATION -  439
 DM0003  PID         -  DM0003
 DM0003  STATE/COUNTY-  AR/SEVIER
 DM0003  USGS QUAD   -  HORATIO (1975)
 DM0003
 DM0003                         *CURRENT SURVEY CONTROL
 DM0003  ___________________________________________________________________
 DM0003* NAD 83(1986)-  33 57 39.     (N)    094 21 13.     (W)     SCALED    
 DM0003* NAVD 88     -       127.575  (meters)     418.55   (feet)  ADJUSTED  
 DM0003  ___________________________________________________________________
 DM0003  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DM0003  DYNAMIC HT  -         127.444 (meters)     418.12  (feet)  COMP
 DM0003  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 DM0003
 DM0003  VERT ORDER  -  FIRST     CLASS II
 DM0003
 DM0003.The horizontal coordinates were scaled from a topographic map and have
 DM0003.an estimated accuracy of +/- 6 seconds.
 DM0003
 DM0003.The orthometric height was determined by differential leveling
 DM0003.and adjusted by the National Geodetic Survey in June 1991..
 DM0003
 DM0003.The geoid height was determined by GEOID03.
 DM0003
 DM0003.The dynamic height is computed by dividing the NAVD 88
 DM0003.geopotential number by the normal gravity value computed on the
 DM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0003.degrees latitude (g = 980.6199 gals.).
 DM0003
 DM0003.The modeled gravity was interpolated from observed gravity values.
 DM0003
 DM0003;                    North         East    Units  Estimated Accuracy
 DM0003;SPC AR S     -   546,040.      182,500.      MT  (+/- 180 meters Scaled)
 DM0003
 DM0003                          SUPERSEDED SURVEY CONTROL
 DM0003
 DM0003  NGVD 29 (??/??/92)  127.551  (m)          418.47   (f) ADJ UNCH    1 2
 DM0003
 DM0003.Superseded values are not recommended for survey control.
 DM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0003.See file dsdata.txt to determine how the superseded data were derived.
 DM0003
 DM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT749586(NAD 83)
 DM0003_MARKER: Z = SEE DESCRIPTION
 DM0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0003_SP_SET: FLANGE
 DM0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0003
 DM0003  HISTORY     - Date     Condition        Report By
 DM0003  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0003  HISTORY     - 1932     GOOD             NGS
 DM0003  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0003  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0003
 DM0003                          STATION DESCRIPTION
 DM0003
 DM0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0003'1.7 MI N FROM HORATIO.
 DM0003'NEAR M.P. 439 8 FT WEST OF M.P. 439.  40 FT NORTH OF R.R. TRACK.
 DM0003'NOTE-- THE RR HAS BEEN REROUTED BETWEEN NEAL SPRINGS AND DE QUEEN AND
 DM0003'THE TRACKS HAVE BEEN REMOVED.  NO MILEPOSTS WERE FOUND ALONG THE OLD
 DM0003'GRADE.
 DM0003
 DM0003                          STATION RECOVERY (1962)
 DM0003
 DM0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0003'MARK NOT FOUND.
 DM0003
 DM0003                          STATION RECOVERY (1985)
 DM0003
 DM0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0003'NOT SEARCHED FOR, INACCESSIBLE, RAILROAD HAS BEEN REMOVED, PROBABLY
 DM0003'DESTROYED, LEVEL LINE REROUTED TO STATE ROUTE 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0262 ***********************************************************************
 FG0262  DESIGNATION -  44 BLS
 FG0262  PID         -  FG0262
 FG0262  STATE/COUNTY-  AR/WHITE
 FG0262  USGS QUAD   -  ROSE BUD (1994)
 FG0262
 FG0262                         *CURRENT SURVEY CONTROL
 FG0262  ___________________________________________________________________
 FG0262* NAD 83(1986)-  35 19 24.     (N)    092 01 41.     (W)     SCALED    
 FG0262* NAVD 88     -       217.999  (meters)     715.22   (feet)  ADJUSTED  
 FG0262  ___________________________________________________________________
 FG0262  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FG0262  DYNAMIC HT  -         217.795 (meters)     714.55  (feet)  COMP
 FG0262  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FG0262
 FG0262  VERT ORDER  -  SECOND    CLASS 0
 FG0262
 FG0262.The horizontal coordinates were scaled from a topographic map and have
 FG0262.an estimated accuracy of +/- 6 seconds.
 FG0262
 FG0262.The orthometric height was determined by differential leveling
 FG0262.and adjusted by the National Geodetic Survey in June 1991..
 FG0262
 FG0262.The geoid height was determined by GEOID03.
 FG0262
 FG0262.The dynamic height is computed by dividing the NAVD 88
 FG0262.geopotential number by the normal gravity value computed on the
 FG0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0262.degrees latitude (g = 980.6199 gals.).
 FG0262
 FG0262.The modeled gravity was interpolated from observed gravity values.
 FG0262
 FG0262;                    North         East    Units  Estimated Accuracy
 FG0262;SPC AR N     -   109,830.      397,450.      MT  (+/- 180 meters Scaled)
 FG0262
 FG0262                          SUPERSEDED SURVEY CONTROL
 FG0262
 FG0262  NGVD 29 (??/??/92)  217.950  (m)          715.06   (f) ADJ UNCH    2 0
 FG0262
 FG0262.Superseded values are not recommended for survey control.
 FG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0262.See file dsdata.txt to determine how the superseded data were derived.
 FG0262
 FG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV883093(NAD 83)
 FG0262_MARKER: DB = BENCH MARK DISK
 FG0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0262_STAMPING: 44 BLS 1960
 FG0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0262+STABILITY: SURFACE MOTION
 FG0262
 FG0262  HISTORY     - Date     Condition        Report By
 FG0262  HISTORY     - 1960     MONUMENTED       USGS
 FG0262  HISTORY     - 1967     GOOD             NGS
 FG0262
 FG0262                          STATION DESCRIPTION
 FG0262
 FG0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0262'3.2 MI E FROM ROSE BUD.
 FG0262'IT IS 3.2 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN
 FG0262'ROSE BUD, 105 FEET WEST OF THE CENTER OF A DIRT ROAD, 42 FEET NORTH OF
 FG0262'THE CENTER OF THE HIGHWAY, 2 FEET NORTHWEST OF A METAL WITNESS POST,
 FG0262'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A 6
 FG0262'INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0779 ***********************************************************************
 EH0779  DESIGNATION -  44 RWM
 EH0779  PID         -  EH0779
 EH0779  STATE/COUNTY-  AR/PHILLIPS
 EH0779  USGS QUAD   -  WATKINS CORNER (1982)
 EH0779
 EH0779                         *CURRENT SURVEY CONTROL
 EH0779  ___________________________________________________________________
 EH0779* NAD 83(1986)-  34 28 03.     (N)    090 57 21.     (W)     SCALED    
 EH0779* NAVD 88     -        56.226  (meters)     184.47   (feet)  ADJUSTED  
 EH0779  ___________________________________________________________________
 EH0779  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0779  DYNAMIC HT  -          56.172 (meters)     184.29  (feet)  COMP
 EH0779  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 EH0779
 EH0779  VERT ORDER  -  FIRST     CLASS II
 EH0779
 EH0779.The horizontal coordinates were scaled from a topographic map and have
 EH0779.an estimated accuracy of +/- 6 seconds.
 EH0779
 EH0779.The orthometric height was determined by differential leveling
 EH0779.and adjusted by the National Geodetic Survey in August 1993..
 EH0779
 EH0779.The geoid height was determined by GEOID03.
 EH0779
 EH0779.The dynamic height is computed by dividing the NAVD 88
 EH0779.geopotential number by the normal gravity value computed on the
 EH0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0779.degrees latitude (g = 980.6199 gals.).
 EH0779
 EH0779.The modeled gravity was interpolated from observed gravity values.
 EH0779
 EH0779;                    North         East    Units  Estimated Accuracy
 EH0779;SPC AR S     -   600,230.      495,930.      MT  (+/- 180 meters Scaled)
 EH0779
 EH0779                          SUPERSEDED SURVEY CONTROL
 EH0779
 EH0779  NAVD 88 (06/15/91)   56.218  (m)          184.44   (f) UNKNOWN     1 2
 EH0779  NGVD 29 (??/??/??)   56.258  (m)          184.57   (f) ADJUSTED    1 2
 EH0779
 EH0779.Superseded values are not recommended for survey control.
 EH0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0779.See file dsdata.txt to determine how the superseded data were derived.
 EH0779
 EH0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU877158(NAD 83)
 EH0779_MARKER: DD = SURVEY DISK
 EH0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0779_STAMPING: 44 RWM 1965
 EH0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0779+STABILITY: SURFACE MOTION
 EH0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0779+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002
 EH0779
 EH0779  HISTORY     - Date     Condition        Report By
 EH0779  HISTORY     - 1965     MONUMENTED       USGS
 EH0779  HISTORY     - 1976     GOOD             NGS
 EH0779  HISTORY     - 20020330 GOOD             USACE
 EH0779
 EH0779                          STATION DESCRIPTION
 EH0779
 EH0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0779'5.4 MI SW FROM MARVELL.
 EH0779'5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH0779'MISSOURIA PACIFIC RAILROAD AT MARVELL, 28 FEET SOUTH OF THE CENTER
 EH0779'LINE OF STATE HIGHWAY 316, 5 FEET NORTH OF A POWERLINE POLE, AND 4
 EH0779'FEET SOUTHEAST OF A CONCRETE POST PROJECTING 3 FEET.  A DISK SET IN
 EH0779'THE TOP OF A CONCRETE POST PROJECTING +2 INCHES.  1 FOOT BELOW HIGHWAY
 EH0779'2 FEET NORTH OF A WITNESS POST.
 EH0779
 EH0779                          STATION RECOVERY (2002)
 EH0779
 EH0779'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1181 ***********************************************************************
 EH1181  DESIGNATION -  44 W 1
 EH1181  PID         -  EH1181
 EH1181  STATE/COUNTY-  AR/PRAIRIE
 EH1181  USGS QUAD   -  ULM (1968)
 EH1181
 EH1181                         *CURRENT SURVEY CONTROL
 EH1181  ___________________________________________________________________
 EH1181* NAD 83(1986)-  34 34 11.     (N)    091 27 57.     (W)     SCALED    
 EH1181* NAVD 88     -        63.004  (meters)     206.71   (feet)  ADJUSTED  
 EH1181  ___________________________________________________________________
 EH1181  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EH1181  DYNAMIC HT  -          62.943 (meters)     206.51  (feet)  COMP
 EH1181  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 EH1181
 EH1181  VERT ORDER  -  FIRST     CLASS II
 EH1181
 EH1181.The horizontal coordinates were scaled from a topographic map and have
 EH1181.an estimated accuracy of +/- 6 seconds.
 EH1181
 EH1181.The orthometric height was determined by differential leveling
 EH1181.and adjusted by the National Geodetic Survey in June 1991..
 EH1181.WARNING-Repeat measurements at this control monument indicate possible
 EH1181.vertical movement.
 EH1181
 EH1181.The geoid height was determined by GEOID03.
 EH1181
 EH1181.The dynamic height is computed by dividing the NAVD 88
 EH1181.geopotential number by the normal gravity value computed on the
 EH1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1181.degrees latitude (g = 980.6199 gals.).
 EH1181
 EH1181.The modeled gravity was interpolated from observed gravity values.
 EH1181
 EH1181;                    North         East    Units  Estimated Accuracy
 EH1181;SPC AR S     -   611,200.      449,020.      MT  (+/- 180 meters Scaled)
 EH1181
 EH1181                          SUPERSEDED SURVEY CONTROL
 EH1181
 EH1181  NGVD 29 (??/??/??)   63.028  (m)          206.78   (f) ADJUSTED    1 2
 EH1181
 EH1181.Superseded values are not recommended for survey control.
 EH1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1181.See file dsdata.txt to determine how the superseded data were derived.
 EH1181
 EH1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU407263(NAD 83)
 EH1181_MARKER: DB = BENCH MARK DISK
 EH1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1181_STAMPING: 44 W 1929
 EH1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1181+STABILITY: SURFACE MOTION
 EH1181
 EH1181  HISTORY     - Date     Condition        Report By
 EH1181  HISTORY     - 1929     MONUMENTED       USGS
 EH1181  HISTORY     - 1955     GOOD             CGS
 EH1181  HISTORY     - 20030422 MARK NOT FOUND   USACE
 EH1181
 EH1181                          STATION DESCRIPTION
 EH1181
 EH1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1181'0.55 MI SW FROM ULM.
 EH1181'ABOUT 0.55 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1181'FROM THE STATION SIGN AT ULM, ABOUT 0.25 MILE NORTHEAST OF MILE POLE
 EH1181'227, ABOUT 0.4 MILE NORTHEAST OF THE ARKANSAS-PRAIRIE COUNTY LINE, AT
 EH1181'A NORTH-SOUTH GRAVEL ROAD CROSSING, 111 FEET NORTHEAST OF CENTER OF
 EH1181'CROSSING, 19.4 FEET NORTHWEST OF NORTHWEST RAIL, 63 1/2 FEET EAST OF
 EH1181'CENTER LINE OF ROAD, 22 FEET SOUTH OF TELEPHONE POLE NO. 995, 1 1/2
 EH1181'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AT THE NORTHWEST LOWER
 EH1181'EDGE OF RAILROAD FILL, ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN
 EH1181'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 EH1181
 EH1181                          STATION RECOVERY (2003)
 EH1181
 EH1181'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0005 ***********************************************************************
 DM0005  DESIGNATION -  441
 DM0005  PID         -  DM0005
 DM0005  STATE/COUNTY-  AR/SEVIER
 DM0005  USGS QUAD   -  HORATIO (1975)
 DM0005
 DM0005                         *CURRENT SURVEY CONTROL
 DM0005  ___________________________________________________________________
 DM0005* NAD 83(1986)-  33 55 56.     (N)    094 21 50.     (W)     SCALED    
 DM0005* NAVD 88     -        97.753  (meters)     320.71   (feet)  ADJUSTED  
 DM0005  ___________________________________________________________________
 DM0005  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DM0005  DYNAMIC HT  -          97.653 (meters)     320.38  (feet)  COMP
 DM0005  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 DM0005
 DM0005  VERT ORDER  -  FIRST     CLASS II
 DM0005
 DM0005.The horizontal coordinates were scaled from a topographic map and have
 DM0005.an estimated accuracy of +/- 6 seconds.
 DM0005
 DM0005.The orthometric height was determined by differential leveling
 DM0005.and adjusted by the National Geodetic Survey in June 1991..
 DM0005
 DM0005.The geoid height was determined by GEOID03.
 DM0005
 DM0005.The dynamic height is computed by dividing the NAVD 88
 DM0005.geopotential number by the normal gravity value computed on the
 DM0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0005.degrees latitude (g = 980.6199 gals.).
 DM0005
 DM0005.The modeled gravity was interpolated from observed gravity values.
 DM0005
 DM0005;                    North         East    Units  Estimated Accuracy
 DM0005;SPC AR S     -   542,890.      181,480.      MT  (+/- 180 meters Scaled)
 DM0005
 DM0005                          SUPERSEDED SURVEY CONTROL
 DM0005
 DM0005  NGVD 29 (??/??/92)   97.734  (m)          320.65   (f) ADJ UNCH    1 2
 DM0005
 DM0005.Superseded values are not recommended for survey control.
 DM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0005.See file dsdata.txt to determine how the superseded data were derived.
 DM0005
 DM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT739554(NAD 83)
 DM0005_MARKER: Z = SEE DESCRIPTION
 DM0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0005_SP_SET: RAIL END
 DM0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0005
 DM0005  HISTORY     - Date     Condition        Report By
 DM0005  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0005  HISTORY     - 1932     GOOD             NGS
 DM0005  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0005  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0005
 DM0005                          STATION DESCRIPTION
 DM0005
 DM0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0005'0.4 MI S FROM HORATIO.
 DM0005'NEAR M.P. 441 8 FT NORTH OF M.P. 441.  50 FT EAST OF R.R. TRACK.
 DM0005
 DM0005                          STATION RECOVERY (1962)
 DM0005
 DM0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0005'MARK NOT FOUND.
 DM0005
 DM0005                          STATION RECOVERY (1985)
 DM0005
 DM0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0005'NOT RECOVERED, RAILROAD STATION IS GONE, BENCH MARK POSSIBLY
 DM0005'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1519 ***********************************************************************
 EH1519  DESIGNATION -  44/45 REF
 EH1519  PID         -  EH1519
 EH1519  STATE/COUNTY-  AR/JEFFERSON
 EH1519  USGS QUAD   -  GILLETT (1972)
 EH1519
 EH1519                         *CURRENT SURVEY CONTROL
 EH1519  ___________________________________________________________________
 EH1519* NAD 83(1986)-  34 05 17.     (N)    091 27 31.     (W)     SCALED    
 EH1519* NAVD 88     -        52.048  (meters)     170.76   (feet)  ADJUSTED  
 EH1519  ___________________________________________________________________
 EH1519  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EH1519  DYNAMIC HT  -          51.997 (meters)     170.59  (feet)  COMP
 EH1519  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 EH1519
 EH1519  VERT ORDER  -  FIRST     CLASS II
 EH1519
 EH1519.The horizontal coordinates were scaled from a topographic map and have
 EH1519.an estimated accuracy of +/- 6 seconds.
 EH1519
 EH1519.The orthometric height was determined by differential leveling
 EH1519.and adjusted by the National Geodetic Survey in August 1993..
 EH1519.WARNING-Repeat measurements at this control monument indicate possible
 EH1519.vertical movement.
 EH1519
 EH1519.The geoid height was determined by GEOID03.
 EH1519
 EH1519.The dynamic height is computed by dividing the NAVD 88
 EH1519.geopotential number by the normal gravity value computed on the
 EH1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1519.degrees latitude (g = 980.6199 gals.).
 EH1519
 EH1519.The modeled gravity was interpolated from observed gravity values.
 EH1519
 EH1519;                    North         East    Units  Estimated Accuracy
 EH1519;SPC AR S     -   557,780.      449,960.      MT  (+/- 180 meters Scaled)
 EH1519
 EH1519                          SUPERSEDED SURVEY CONTROL
 EH1519
 EH1519  NGVD 29 (??/??/??)   52.166  (m)          171.15   (f) ADJUSTED    1 2
 EH1519
 EH1519.Superseded values are not recommended for survey control.
 EH1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1519.See file dsdata.txt to determine how the superseded data were derived.
 EH1519
 EH1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT422729(NAD 83)
 EH1519_MARKER: P = PIPE CAP
 EH1519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1519_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1519_STAMPING: B M REF 44/45
 EH1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1519
 EH1519  HISTORY     - Date     Condition        Report By
 EH1519  HISTORY     - UNK      MONUMENTED       DOD
 EH1519  HISTORY     - 1955     GOOD             CGS
 EH1519  HISTORY     - 1972     MARK NOT FOUND   USGS
 EH1519
 EH1519                          STATION DESCRIPTION
 EH1519
 EH1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1519'10.2 MI SE FROM REYDEL.
 EH1519'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1519'THENCE 4.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.9 MILES
 EH1519'SOUTHEAST ALONG A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, 120 FEET
 EH1519'NORTHEAST OF THE CENTER LINE OF THE LEVEE, 2 FEET SOUTHWEST OF A
 EH1519'WITNESS POST, RIVETED ON THE TOP OF A AN IRON PIPE WHICH PROJECTS 2.3
 EH1519'FEET ABOVE THE GROUND.
 EH1519
 EH1519                          STATION RECOVERY (1972)
 EH1519
 EH1519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1472 ***********************************************************************
 EJ1472  DESIGNATION -  45
 EJ1472  PID         -  EJ1472
 EJ1472  STATE/COUNTY-  AR/MONTGOMERY
 EJ1472  USGS QUAD   -  MOUNT IDA (1986)
 EJ1472
 EJ1472                         *CURRENT SURVEY CONTROL
 EJ1472  ___________________________________________________________________
 EJ1472* NAD 83(1986)-  34 33 26.     (N)    093 37 55.     (W)     SCALED    
 EJ1472* NAVD 88     -       202.277  (meters)     663.64   (feet)  ADJUSTED  
 EJ1472  ___________________________________________________________________
 EJ1472  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EJ1472  DYNAMIC HT  -         202.073 (meters)     662.97  (feet)  COMP
 EJ1472  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 EJ1472
 EJ1472  VERT ORDER  -  SECOND    CLASS 0
 EJ1472
 EJ1472.The horizontal coordinates were scaled from a topographic map and have
 EJ1472.an estimated accuracy of +/- 6 seconds.
 EJ1472
 EJ1472.The orthometric height was determined by differential leveling
 EJ1472.and adjusted by the National Geodetic Survey in June 1991..
 EJ1472
 EJ1472.The geoid height was determined by GEOID03.
 EJ1472
 EJ1472.The dynamic height is computed by dividing the NAVD 88
 EJ1472.geopotential number by the normal gravity value computed on the
 EJ1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1472.degrees latitude (g = 980.6199 gals.).
 EJ1472
 EJ1472.The modeled gravity was interpolated from observed gravity values.
 EJ1472
 EJ1472;                    North         East    Units  Estimated Accuracy
 EJ1472;SPC AR S     -   610,880.      250,240.      MT  (+/- 180 meters Scaled)
 EJ1472
 EJ1472                          SUPERSEDED SURVEY CONTROL
 EJ1472
 EJ1472  NGVD 29 (??/??/92)  202.23   (m)          663.5    (f) COMPUTED    2 0
 EJ1472
 EJ1472.Superseded values are not recommended for survey control.
 EJ1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1472.See file dsdata.txt to determine how the superseded data were derived.
 EJ1472
 EJ1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU420241(NAD 83)
 EJ1472_MARKER: Z = SEE DESCRIPTION
 EJ1472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1472_SP_SET: STEP
 EJ1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1472
 EJ1472  HISTORY     - Date     Condition        Report By
 EJ1472  HISTORY     - UNK      MONUMENTED       ARHD
 EJ1472  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1472
 EJ1472                          STATION DESCRIPTION
 EJ1472
 EJ1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1472'IN MOUNT IDA.
 EJ1472'AT MOUNT IDA, MONTGOMERY COUNTY, AND ON THE SOUTHWEST CORNER OF THE
 EJ1472'LOWER COURTHOUSE STEP.  THE HIGH POINT ON THE CORNER OF THE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1125 ***********************************************************************
 DK1125  DESIGNATION -  45 M CAP
 DK1125  PID         -  DK1125
 DK1125  STATE/COUNTY-  AR/CHICOT
 DK1125  USGS QUAD   -  AVON (1970)
 DK1125
 DK1125                         *CURRENT SURVEY CONTROL
 DK1125  ___________________________________________________________________
 DK1125* NAD 83(1986)-  33 12 04.     (N)    091 06 31.     (W)     SCALED    
 DK1125* NAVD 88     -        36.12   (+/-2cm)     118.5    (feet)  VERTCON   
 DK1125  ___________________________________________________________________
 DK1125  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK1125
 DK1125  VERT ORDER  -  ? (See Below)
 DK1125
 DK1125.The horizontal coordinates were scaled from a topographic map and have
 DK1125.an estimated accuracy of +/- 6 seconds.
 DK1125
 DK1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1125.The vertical order pertains to the NGVD 29 superseded value.
 DK1125
 DK1125.The geoid height was determined by GEOID03.
 DK1125
 DK1125;                    North         East    Units  Estimated Accuracy
 DK1125;SPC AR S     -   459,640.      483,120.      MT  (+/- 180 meters Scaled)
 DK1125
 DK1125                          SUPERSEDED SURVEY CONTROL
 DK1125
 DK1125  NGVD 29 (??/??/??)   36.167  (m)          118.66   (f) ADJUSTED    ?  
 DK1125
 DK1125.Superseded values are not recommended for survey control.
 DK1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1125.See file dsdata.txt to determine how the superseded data were derived.
 DK1125
 DK1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS762751(NAD 83)
 DK1125_MARKER: B = BOLT
 DK1125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1125
 DK1125  HISTORY     - Date     Condition        Report By
 DK1125  HISTORY     - UNK      MONUMENTED       DOD
 DK1125  HISTORY     - 1934     GOOD             CGS
 DK1125
 DK1125                          STATION DESCRIPTION
 DK1125
 DK1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1125'0.4 MI N FROM SEVEN OAKS LANDING.
 DK1125'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 15 INCHES ABOVE GROUND.
 DK1125'LOCATED ON RIGHT BANK OF MISS. RIVER, ABOUT 0.4 MILES ABOVE SEVEN OAKS
 DK1125'LANDING, CHICOT CO., ARK., ABOUT 800 FEET FROM BASE OF LEVEE ABOUT 150
 DK1125'FEET BELOW LEVEE STA. 2940, ON SEVEN OAKS PLANTATION, ABOUT 35 FEET
 DK1125'NORTH OF BLAZED 40-INCH PECAN TREE, 100 FEET EAST OF PLANTATION ROAD
 DK1125'RUNNING SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0451 ***********************************************************************
 DL0451  DESIGNATION -  450
 DL0451  PID         -  DL0451
 DL0451  STATE/COUNTY-  AR/HEMPSTEAD
 DL0451  USGS QUAD   -  EMMET (1973)
 DL0451
 DL0451                         *CURRENT SURVEY CONTROL
 DL0451  ___________________________________________________________________
 DL0451* NAD 83(1986)-  33 43 29.     (N)    093 28 42.     (W)     SCALED    
 DL0451* NAVD 88     -        89.051  (meters)     292.16   (feet)  ADJUSTED  
 DL0451  ___________________________________________________________________
 DL0451  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL0451  DYNAMIC HT  -          88.958 (meters)     291.86  (feet)  COMP
 DL0451  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 DL0451
 DL0451  VERT ORDER  -  SECOND    CLASS 0
 DL0451
 DL0451.The horizontal coordinates were scaled from a topographic map and have
 DL0451.an estimated accuracy of +/- 6 seconds.
 DL0451
 DL0451.The orthometric height was determined by differential leveling
 DL0451.and adjusted by the National Geodetic Survey in June 1991..
 DL0451
 DL0451.The geoid height was determined by GEOID03.
 DL0451
 DL0451.The dynamic height is computed by dividing the NAVD 88
 DL0451.geopotential number by the normal gravity value computed on the
 DL0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0451.degrees latitude (g = 980.6199 gals.).
 DL0451
 DL0451.The modeled gravity was interpolated from observed gravity values.
 DL0451
 DL0451;                    North         East    Units  Estimated Accuracy
 DL0451;SPC AR S     -   518,340.      263,000.      MT  (+/- 180 meters Scaled)
 DL0451
 DL0451                          SUPERSEDED SURVEY CONTROL
 DL0451
 DL0451  NGVD 29 (??/??/92)   89.053  (m)          292.17   (f) ADJ UNCH    2 0
 DL0451
 DL0451.Superseded values are not recommended for survey control.
 DL0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0451.See file dsdata.txt to determine how the superseded data were derived.
 DL0451
 DL0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT556317(NAD 83)
 DL0451_MARKER: B = BOLT
 DL0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0451+STABILITY: SURFACE MOTION
 DL0451
 DL0451  HISTORY     - Date     Condition        Report By
 DL0451  HISTORY     - UNK      MONUMENTED       MPRR
 DL0451  HISTORY     - 1935     GOOD             NGS
 DL0451  HISTORY     - 1963     GOOD             NGS
 DL0451
 DL0451                          STATION DESCRIPTION
 DL0451
 DL0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0451'0.3 MI W FROM EMMET.
 DL0451'MO. PAC. RR BM, NO. 450.  ABOUT 0.3 OF A MILE WEST OF EMMET STATION,
 DL0451'30 FEET NORTH OF THE C/L OF THE MAIN LINE, A COPPER BOLT IN A CONCRETE
 DL0451'POST ABOUT 2 FEET ABOVE THE GROUND.
 DL0451
 DL0451                          STATION RECOVERY (1963)
 DL0451
 DL0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0011 ***********************************************************************
 DM0011  DESIGNATION -  451
 DM0011  PID         -  DM0011
 DM0011  STATE/COUNTY-  AR/LITTLE RIVER
 DM0011  USGS QUAD   -  WINTHROP (1975)
 DM0011
 DM0011                         *CURRENT SURVEY CONTROL
 DM0011  ___________________________________________________________________
 DM0011* NAD 83(1986)-  33 48 34.     (N)    094 19 57.     (W)     SCALED    
 DM0011* NAVD 88     -        99.981  (meters)     328.02   (feet)  ADJUSTED  
 DM0011  ___________________________________________________________________
 DM0011  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DM0011  DYNAMIC HT  -          99.878 (meters)     327.68  (feet)  COMP
 DM0011  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 DM0011
 DM0011  VERT ORDER  -  FIRST     CLASS II
 DM0011
 DM0011.The horizontal coordinates were scaled from a topographic map and have
 DM0011.an estimated accuracy of +/- 6 seconds.
 DM0011
 DM0011.The orthometric height was determined by differential leveling
 DM0011.and adjusted by the National Geodetic Survey in June 1991..
 DM0011
 DM0011.The geoid height was determined by GEOID03.
 DM0011
 DM0011.The dynamic height is computed by dividing the NAVD 88
 DM0011.geopotential number by the normal gravity value computed on the
 DM0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0011.degrees latitude (g = 980.6199 gals.).
 DM0011
 DM0011.The modeled gravity was interpolated from observed gravity values.
 DM0011
 DM0011;                    North         East    Units  Estimated Accuracy
 DM0011;SPC AR S     -   529,210.      184,070.      MT  (+/- 180 meters Scaled)
 DM0011
 DM0011                          SUPERSEDED SURVEY CONTROL
 DM0011
 DM0011  NGVD 29 (??/??/92)   99.974  (m)          328.00   (f) ADJ UNCH    1 2
 DM0011
 DM0011.Superseded values are not recommended for survey control.
 DM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0011.See file dsdata.txt to determine how the superseded data were derived.
 DM0011
 DM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT766418(NAD 83)
 DM0011_MARKER: Z = SEE DESCRIPTION
 DM0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0011_SP_SET: FLANGE
 DM0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0011
 DM0011  HISTORY     - Date     Condition        Report By
 DM0011  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0011  HISTORY     - 1932     GOOD             NGS
 DM0011  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0011  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0011
 DM0011                          STATION DESCRIPTION
 DM0011
 DM0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0011'1.7 MI S FROM WINTHROP.
 DM0011'NEAR M.P. 451 8 FT NORTH OF M.P. 451.  30 FT WEST OF TRACKS.
 DM0011
 DM0011                          STATION RECOVERY (1962)
 DM0011
 DM0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0011'MARK NOT FOUND.
 DM0011
 DM0011                          STATION RECOVERY (1985)
 DM0011
 DM0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0011'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0013 ***********************************************************************
 DM0013  DESIGNATION -  452
 DM0013  PID         -  DM0013
 DM0013  STATE/COUNTY-  AR/LITTLE RIVER
 DM0013  USGS QUAD   -  WINTHROP (1975)
 DM0013
 DM0013                         *CURRENT SURVEY CONTROL
 DM0013  ___________________________________________________________________
 DM0013* NAD 83(1986)-  33 48 04.     (N)    094 19 12.     (W)     SCALED    
 DM0013* NAVD 88     -        91.538  (meters)     300.32   (feet)  ADJUSTED  
 DM0013  ___________________________________________________________________
 DM0013  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DM0013  DYNAMIC HT  -          91.444 (meters)     300.01  (feet)  COMP
 DM0013  MODELED GRAV-     979,608.6   (mgal)                       NAVD 88
 DM0013
 DM0013  VERT ORDER  -  FIRST     CLASS II
 DM0013
 DM0013.The horizontal coordinates were scaled from a topographic map and have
 DM0013.an estimated accuracy of +/- 6 seconds.
 DM0013
 DM0013.The orthometric height was determined by differential leveling
 DM0013.and adjusted by the National Geodetic Survey in June 1991..
 DM0013
 DM0013.The geoid height was determined by GEOID03.
 DM0013
 DM0013.The dynamic height is computed by dividing the NAVD 88
 DM0013.geopotential number by the normal gravity value computed on the
 DM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0013.degrees latitude (g = 980.6199 gals.).
 DM0013
 DM0013.The modeled gravity was interpolated from observed gravity values.
 DM0013
 DM0013;                    North         East    Units  Estimated Accuracy
 DM0013;SPC AR S     -   528,260.      185,200.      MT  (+/- 180 meters Scaled)
 DM0013
 DM0013                          SUPERSEDED SURVEY CONTROL
 DM0013
 DM0013  NGVD 29 (??/??/92)   91.534  (m)          300.31   (f) ADJ UNCH    1 2
 DM0013
 DM0013.Superseded values are not recommended for survey control.
 DM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0013.See file dsdata.txt to determine how the superseded data were derived.
 DM0013
 DM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT778408(NAD 83)
 DM0013_MARKER: Z = SEE DESCRIPTION
 DM0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0013_SP_SET: RAIL END
 DM0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0013
 DM0013  HISTORY     - Date     Condition        Report By
 DM0013  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0013  HISTORY     - 1932     GOOD             NGS
 DM0013  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0013  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0013
 DM0013                          STATION DESCRIPTION
 DM0013
 DM0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0013'2.7 MI S FROM WINTHROP.
 DM0013'NEAR M.P. 452.  10 FT SOUTHWEST OF THE FIRST POLE NORTH OF M.P. 452.
 DM0013'35 FT NORTHWEST OF TRACK.
 DM0013
 DM0013                          STATION RECOVERY (1962)
 DM0013
 DM0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0013'MARK NOT FOUND.
 DM0013
 DM0013                          STATION RECOVERY (1985)
 DM0013
 DM0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0013'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2658 ***********************************************************************
 FE2658  DESIGNATION -  45/4
 FE2658  PID         -  FE2658
 FE2658  STATE/COUNTY-  AR/MISSISSIPPI
 FE2658  USGS QUAD   -  OSCEOLA (1983)
 FE2658
 FE2658                         *CURRENT SURVEY CONTROL
 FE2658  ___________________________________________________________________
 FE2658* NAD 83(1997)-  35 41 02.83615(N)    089 58 21.47569(W)     ADJUSTED  
 FE2658* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 FE2658  ___________________________________________________________________
 FE2658  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FE2658  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2658
 FE2658  HORZ ORDER  -  SECOND
 FE2658
 FE2658.The horizontal coordinates were established by classical geodetic methods
 FE2658.and adjusted by the National Geodetic Survey in September 1999..
 FE2658
 FE2658.The orthometric height was scaled from a topographic map.
 FE2658
 FE2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2658
 FE2658.The geoid height was determined by GEOID03.
 FE2658
 FE2658;                    North         East     Units Scale Factor Converg.
 FE2658;SPC AR N     -   151,747.925   583,496.702   MT  0.99993745   +1 10 47.0
 FE2658;SPC AR N     -   497,859.65  1,914,355.43   sFT  0.99993745   +1 10 47.0
 FE2658;SPC TN       -   157,165.780   240,505.947   MT  0.99995181   -2 19 32.7
 FE2658;SPC TN       -   515,634.73    789,059.93   sFT  0.99995181   -2 19 32.7
 FE2658;UTM  16      - 3,952,986.700   230,980.512   MT  1.00049191   -1 44 06.1
 FE2658;UTM  15      - 3,953,138.177   773,974.474   MT  1.00052508   +1 46 01.2
 FE2658
 FE2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2658!SPC AR N     -   0.99999256  x   0.99993745  =   0.99993001
 FE2658!SPC TN       -   0.99999256  x   0.99995181  =   0.99994437
 FE2658!UTM  16      -   0.99999256  x   1.00049191  =   1.00048447
 FE2658!UTM  15      -   0.99999256  x   1.00052508  =   1.00051764
 FE2658
 FE2658                          SUPERSEDED SURVEY CONTROL
 FE2658
 FE2658  NAD 83(1997)-  35 41 02.83617(N)    089 58 21.47602(W) AD(       ) 2
 FE2658  NAD 83(1986)-  35 41 02.84770(N)    089 58 21.47730(W) AD(       ) 2
 FE2658  NAD 27      -  35 41 02.56440(N)    089 58 21.16290(W) AD(       ) 2
 FE2658
 FE2658.Superseded values are not recommended for survey control.
 FE2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2658.See file dsdata.txt to determine how the superseded data were derived.
 FE2658
 FE2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3098152987(NAD 83)
 FE2658_MARKER: B = BOLT
 FE2658_SETTING: 0 = UNSPECIFIED SETTING
 FE2658
 FE2658  HISTORY     - Date     Condition        Report By
 FE2658  HISTORY     - 1929     MONUMENTED       MRC
 FE2658
 FE2658                          STATION DESCRIPTION
 FE2658
 FE2658'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 FE2658'ON RIGHT BANK OF MISSISSIPPI RIVER, ABOUT 1 MILE SOUTH OF OSCEOLA, IN
 FE2658'CULTIVATED FIELD OWNED BY MR. WILL POOLE, 25 YARDS NORTHEAST OF
 FE2658'10-INCH PEAR TREE, AND ABOUT 1 MILE SOUTH OF MR. POOLES HOUSE.
 FE2658'AZIMUTH TO WATER TANK AT OSCEOLA IS 3 DEG MAGNETIC.  THE
 FE2658'MISSISSIPPI RIVER COMMISSION DESCRIPTION PLACES STATION 1 MILE BACK
 FE2658'OF RIVER BANK BACK OF OSCEOLA BAR, 1,310 METERS (4,298 FEET) WEST
 FE2658'OF LEVEE AT POINT 180 METERS (591 FEET) BELOW LEVEE MILEPOST 80/81,
 FE2658'ABOUT 1/4 MILE BACK OF ST. LOUIS-SAN FRANCISCO RAILWAY, AND ABOUT 6
 FE2658'METERS (20 FEET) EAST OF NORTH-AND-SOUTH FENCE ALONG SECOND
 FE2658'NORTH-AND- SOUTH ROAD WEST OF LEVEE (THIS ROAD BEING LINE BETWEEN
 FE2658'LANDS OF FRED KEISER AND J.D. DRIVER).  TO REACH MARK FROM
 FE2658'OSCEOLA, GO SOUTH 0.6 MILE FROM COURTHOUSE ON U.S. ROUTE 61, AND TURN
 FE2658'LEFT AND FOLLOW PRIVATE ROAD TO STATION.  STATION MARK IS STONE POST
 FE2658'WITH COPPER BOLT IN TOP AND PROJECTS 6 INCHES ABOVE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0014 ***********************************************************************
 DM0014  DESIGNATION -  454
 DM0014  PID         -  DM0014
 DM0014  STATE/COUNTY-  AR/LITTLE RIVER
 DM0014  USGS QUAD   -  WINTHROP (1975)
 DM0014
 DM0014                         *CURRENT SURVEY CONTROL
 DM0014  ___________________________________________________________________
 DM0014* NAD 83(1986)-  33 47 11.     (N)    094 17 25.     (W)     SCALED    
 DM0014* NAVD 88     -       105.909  (meters)     347.47   (feet)  ADJUSTED  
 DM0014  ___________________________________________________________________
 DM0014  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DM0014  DYNAMIC HT  -         105.800 (meters)     347.11  (feet)  COMP
 DM0014  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 DM0014
 DM0014  VERT ORDER  -  FIRST     CLASS II
 DM0014
 DM0014.The horizontal coordinates were scaled from a topographic map and have
 DM0014.an estimated accuracy of +/- 6 seconds.
 DM0014
 DM0014.The orthometric height was determined by differential leveling
 DM0014.and adjusted by the National Geodetic Survey in June 1991..
 DM0014
 DM0014.The geoid height was determined by GEOID03.
 DM0014
 DM0014.The dynamic height is computed by dividing the NAVD 88
 DM0014.geopotential number by the normal gravity value computed on the
 DM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0014.degrees latitude (g = 980.6199 gals.).
 DM0014
 DM0014.The modeled gravity was interpolated from observed gravity values.
 DM0014
 DM0014;                    North         East    Units  Estimated Accuracy
 DM0014;SPC AR S     -   526,560.      187,920.      MT  (+/- 180 meters Scaled)
 DM0014
 DM0014                          SUPERSEDED SURVEY CONTROL
 DM0014
 DM0014  NGVD 29 (??/??/92)  105.903  (m)          347.45   (f) ADJ UNCH    1 2
 DM0014
 DM0014.Superseded values are not recommended for survey control.
 DM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0014.See file dsdata.txt to determine how the superseded data were derived.
 DM0014
 DM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT805392(NAD 83)
 DM0014_MARKER: Z = SEE DESCRIPTION
 DM0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0014_SP_SET: RAIL END
 DM0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0014
 DM0014  HISTORY     - Date     Condition        Report By
 DM0014  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0014  HISTORY     - 1932     GOOD             NGS
 DM0014  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0014  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0014
 DM0014                          STATION DESCRIPTION
 DM0014
 DM0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0014'2.0 MI N FROM ALLEENE.
 DM0014'NEAR M.P. 454 10 FT NORTH EAST OF M.P. 454.  25 FT NORTHWEST OF TRACK.
 DM0014
 DM0014                          STATION RECOVERY (1962)
 DM0014
 DM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0014'MARK NOT FOUND.
 DM0014
 DM0014                          STATION RECOVERY (1985)
 DM0014
 DM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0014'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1518 ***********************************************************************
 EH1518  DESIGNATION -  45/46 REF
 EH1518  PID         -  EH1518
 EH1518  STATE/COUNTY-  AR/JEFFERSON
 EH1518  USGS QUAD   -  GILLETT (1972)
 EH1518
 EH1518                         *CURRENT SURVEY CONTROL
 EH1518  ___________________________________________________________________
 EH1518* NAD 83(1986)-  34 04 59.     (N)    091 26 34.     (W)     SCALED    
 EH1518* NAVD 88     -        53.052  (meters)     174.05   (feet)  ADJUSTED  
 EH1518  ___________________________________________________________________
 EH1518  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EH1518  DYNAMIC HT  -          53.000 (meters)     173.88  (feet)  COMP
 EH1518  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EH1518
 EH1518  VERT ORDER  -  FIRST     CLASS II
 EH1518
 EH1518.The horizontal coordinates were scaled from a topographic map and have
 EH1518.an estimated accuracy of +/- 6 seconds.
 EH1518
 EH1518.The orthometric height was determined by differential leveling
 EH1518.and adjusted by the National Geodetic Survey in August 1993..
 EH1518.WARNING-Repeat measurements at this control monument indicate possible
 EH1518.vertical movement.
 EH1518
 EH1518.The geoid height was determined by GEOID03.
 EH1518
 EH1518.The dynamic height is computed by dividing the NAVD 88
 EH1518.geopotential number by the normal gravity value computed on the
 EH1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1518.degrees latitude (g = 980.6199 gals.).
 EH1518
 EH1518.The modeled gravity was interpolated from observed gravity values.
 EH1518
 EH1518;                    North         East    Units  Estimated Accuracy
 EH1518;SPC AR S     -   557,240.      451,420.      MT  (+/- 180 meters Scaled)
 EH1518
 EH1518                          SUPERSEDED SURVEY CONTROL
 EH1518
 EH1518  NGVD 29 (??/??/??)   53.172  (m)          174.45   (f) ADJUSTED    1 2
 EH1518
 EH1518.Superseded values are not recommended for survey control.
 EH1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1518.See file dsdata.txt to determine how the superseded data were derived.
 EH1518
 EH1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT436724(NAD 83)
 EH1518_MARKER: P = PIPE CAP
 EH1518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1518_STAMPING: B M REF 45/46
 EH1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1518
 EH1518  HISTORY     - Date     Condition        Report By
 EH1518  HISTORY     - UNK      MONUMENTED       DOD
 EH1518  HISTORY     - 1955     GOOD             CGS
 EH1518  HISTORY     - 1972     MARK NOT FOUND   USGS
 EH1518
 EH1518                          STATION DESCRIPTION
 EH1518
 EH1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1518'11.3 MI SE FROM REYDEL.
 EH1518'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1518'THENCE 4.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 6.0 MILES
 EH1518'SOUTHEAST ALONG A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, 0.4 MILE
 EH1518'NORTHWEST OF BIG BAYOU METO FLOOD GATE, AT THE SOUTHWEST SIDE OF A
 EH1518'FIELD, 93 FEET NORTHEAST OF THE CENTER LINE OF THE LEVEE, 1.4 FEET
 EH1518'SOUTHEAST OF A WITNESS POST, 0.3 MILE NORTHWEST OF BENCH MARK L M P
 EH1518'(U.S.E.), RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.8 FOOT
 EH1518'ABOVE THE GROUND.
 EH1518
 EH1518                          STATION RECOVERY (1972)
 EH1518
 EH1518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0997 ***********************************************************************
 DL0997  DESIGNATION -  455
 DL0997  PID         -  DL0997
 DL0997  STATE/COUNTY-  AR/HEMPSTEAD
 DL0997  USGS QUAD   -  HOPE (1978)
 DL0997
 DL0997                         *CURRENT SURVEY CONTROL
 DL0997  ___________________________________________________________________
 DL0997* NAD 83(1986)-  33 40 48.     (N)    093 32 45.     (W)     SCALED    
 DL0997* NAVD 88     -        89.86   (+/-2cm)     294.8    (feet)  VERTCON   
 DL0997  ___________________________________________________________________
 DL0997  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DL0997
 DL0997  VERT ORDER  -  ? (See Below)
 DL0997
 DL0997.The horizontal coordinates were scaled from a topographic map and have
 DL0997.an estimated accuracy of +/- 6 seconds.
 DL0997
 DL0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0997.The vertical order pertains to the NGVD 29 superseded value.
 DL0997
 DL0997.The geoid height was determined by GEOID03.
 DL0997
 DL0997;                    North         East    Units  Estimated Accuracy
 DL0997;SPC AR S     -   513,470.      256,670.      MT  (+/- 180 meters Scaled)
 DL0997
 DL0997                          SUPERSEDED SURVEY CONTROL
 DL0997
 DL0997  NGVD 29 (??/??/92)   89.862  (m)          294.82   (f) ADJ UNCH    ?  
 DL0997
 DL0997.Superseded values are not recommended for survey control.
 DL0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0997.See file dsdata.txt to determine how the superseded data were derived.
 DL0997
 DL0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT494268(NAD 83)
 DL0997_MARKER: R = RIVET
 DL0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0997+STABILITY: SURFACE MOTION
 DL0997
 DL0997  HISTORY     - Date     Condition        Report By
 DL0997  HISTORY     - UNK      MONUMENTED       MPRR
 DL0997  HISTORY     - 1935     GOOD             NGS
 DL0997  HISTORY     - 1963     GOOD             NGS
 DL0997
 DL0997                          STATION DESCRIPTION
 DL0997
 DL0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0997'2.9 MI N FROM HOPE.
 DL0997'2.9 MILES NORTH OF HOPE ALONG TRACK, FROM STATION MO. PAC. RAILWAY
 DL0997'BENCH MARK NO. 455, 0.9 OF A MILE EAST OF THE HIGHWAY OVERPASS.  A
 DL0997'COPPER RIVET IN TOP OF CONCRETE POST, 10 FEET NORTH OF CENTER LINE OF
 DL0997'TRACK AND 20 FEET SOUTH OF MILE POST.
 DL0997
 DL0997                          STATION RECOVERY (1963)
 DL0997
 DL0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0015 ***********************************************************************
 DM0015  DESIGNATION -  455
 DM0015  PID         -  DM0015
 DM0015  STATE/COUNTY-  AR/LITTLE RIVER
 DM0015  USGS QUAD   -  WINTHROP (1975)
 DM0015
 DM0015                         *CURRENT SURVEY CONTROL
 DM0015  ___________________________________________________________________
 DM0015* NAD 83(1986)-  33 46 45.     (N)    094 16 31.     (W)     SCALED    
 DM0015* NAVD 88     -        95.016  (meters)     311.73   (feet)  ADJUSTED  
 DM0015  ___________________________________________________________________
 DM0015  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DM0015  DYNAMIC HT  -          94.918 (meters)     311.41  (feet)  COMP
 DM0015  MODELED GRAV-     979,607.5   (mgal)                       NAVD 88
 DM0015
 DM0015  VERT ORDER  -  FIRST     CLASS II
 DM0015
 DM0015.The horizontal coordinates were scaled from a topographic map and have
 DM0015.an estimated accuracy of +/- 6 seconds.
 DM0015
 DM0015.The orthometric height was determined by differential leveling
 DM0015.and adjusted by the National Geodetic Survey in June 1991..
 DM0015
 DM0015.The geoid height was determined by GEOID03.
 DM0015
 DM0015.The dynamic height is computed by dividing the NAVD 88
 DM0015.geopotential number by the normal gravity value computed on the
 DM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0015.degrees latitude (g = 980.6199 gals.).
 DM0015
 DM0015.The modeled gravity was interpolated from observed gravity values.
 DM0015
 DM0015;                    North         East    Units  Estimated Accuracy
 DM0015;SPC AR S     -   525,730.      189,290.      MT  (+/- 180 meters Scaled)
 DM0015
 DM0015                          SUPERSEDED SURVEY CONTROL
 DM0015
 DM0015  NGVD 29 (??/??/92)   95.014  (m)          311.73   (f) ADJ UNCH    1 2
 DM0015
 DM0015.Superseded values are not recommended for survey control.
 DM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0015.See file dsdata.txt to determine how the superseded data were derived.
 DM0015
 DM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT819384(NAD 83)
 DM0015_MARKER: Z = SEE DESCRIPTION
 DM0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0015_SP_SET: RAIL END
 DM0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0015
 DM0015  HISTORY     - Date     Condition        Report By
 DM0015  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0015  HISTORY     - 1932     GOOD             NGS
 DM0015  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0015  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0015
 DM0015                          STATION DESCRIPTION
 DM0015
 DM0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0015'1.0 MI N FROM ALLEENE.
 DM0015'NEAR M.P. 455 8 FT EAST OF M.P. 455.  20 FT SOUTH OF TRACK.
 DM0015
 DM0015                          STATION RECOVERY (1962)
 DM0015
 DM0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0015'MARK NOT FOUND.
 DM0015
 DM0015                          STATION RECOVERY (1985)
 DM0015
 DM0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0015'NOT RECOVERED, POSSIBLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0017 ***********************************************************************
 DM0017  DESIGNATION -  458
 DM0017  PID         -  DM0017
 DM0017  STATE/COUNTY-  AR/LITTLE RIVER
 DM0017  USGS QUAD   -  FALLS CHAPEL (1975)
 DM0017
 DM0017                         *CURRENT SURVEY CONTROL
 DM0017  ___________________________________________________________________
 DM0017* NAD 83(1986)-  33 45 54.     (N)    094 13 32.     (W)     SCALED    
 DM0017* NAVD 88     -        93.539  (meters)     306.89   (feet)  ADJUSTED  
 DM0017  ___________________________________________________________________
 DM0017  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DM0017  DYNAMIC HT  -          93.443 (meters)     306.57  (feet)  COMP
 DM0017  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 DM0017
 DM0017  VERT ORDER  -  FIRST     CLASS II
 DM0017
 DM0017.The horizontal coordinates were scaled from a topographic map and have
 DM0017.an estimated accuracy of +/- 6 seconds.
 DM0017
 DM0017.The orthometric height was determined by differential leveling
 DM0017.and adjusted by the National Geodetic Survey in June 1991..
 DM0017
 DM0017.The geoid height was determined by GEOID03.
 DM0017
 DM0017.The dynamic height is computed by dividing the NAVD 88
 DM0017.geopotential number by the normal gravity value computed on the
 DM0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0017.degrees latitude (g = 980.6199 gals.).
 DM0017
 DM0017.The modeled gravity was interpolated from observed gravity values.
 DM0017
 DM0017;                    North         East    Units  Estimated Accuracy
 DM0017;SPC AR S     -   524,060.      193,860.      MT  (+/- 180 meters Scaled)
 DM0017
 DM0017                          SUPERSEDED SURVEY CONTROL
 DM0017
 DM0017  NGVD 29 (??/??/92)   93.540  (m)          306.89   (f) ADJ UNCH    1 2
 DM0017
 DM0017.Superseded values are not recommended for survey control.
 DM0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0017.See file dsdata.txt to determine how the superseded data were derived.
 DM0017
 DM0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT865367(NAD 83)
 DM0017_MARKER: Z = SEE DESCRIPTION
 DM0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0017_SP_SET: FLANGE
 DM0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0017
 DM0017  HISTORY     - Date     Condition        Report By
 DM0017  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0017  HISTORY     - 1932     GOOD             NGS
 DM0017  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0017  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0017
 DM0017                          STATION DESCRIPTION
 DM0017
 DM0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0017'2.0 MI S FROM ALLEENE.
 DM0017'NEAR M.P. 458 10 FT WEST OF M.P. 458.  40 FT SOUTH OF TRACK.
 DM0017
 DM0017                          STATION RECOVERY (1962)
 DM0017
 DM0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0017'MARK NOT FOUND.
 DM0017
 DM0017                          STATION RECOVERY (1985)
 DM0017
 DM0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0017'NOT RECOVERED, INACCESSIBLE FOR LEVELS, NOT SEARCHED FOR, LEVEL LINE
 DM0017'REROUTED TO STATE ROUTE 234.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0907 ***********************************************************************
 FG0907  DESIGNATION -  459.8
 FG0907  PID         -  FG0907
 FG0907  STATE/COUNTY-  AR/JOHNSON
 FG0907  USGS QUAD   -  CLARKSVILLE (1993)
 FG0907
 FG0907                         *CURRENT SURVEY CONTROL
 FG0907  ___________________________________________________________________
 FG0907* NAD 83(1986)-  35 29 21.     (N)    093 25 58.     (W)     SCALED    
 FG0907* NAVD 88     -       140.310  (meters)     460.33   (feet)  ADJUSTED  
 FG0907  ___________________________________________________________________
 FG0907  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FG0907  DYNAMIC HT  -         140.181 (meters)     459.91  (feet)  COMP
 FG0907  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FG0907
 FG0907  VERT ORDER  -  SECOND    CLASS 0
 FG0907
 FG0907.The horizontal coordinates were scaled from a topographic map and have
 FG0907.an estimated accuracy of +/- 6 seconds.
 FG0907
 FG0907.The orthometric height was determined by differential leveling
 FG0907.and adjusted by the National Geodetic Survey in June 1991..
 FG0907
 FG0907.The geoid height was determined by GEOID03.
 FG0907
 FG0907.The dynamic height is computed by dividing the NAVD 88
 FG0907.geopotential number by the normal gravity value computed on the
 FG0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0907.degrees latitude (g = 980.6199 gals.).
 FG0907
 FG0907.The modeled gravity was interpolated from observed gravity values.
 FG0907
 FG0907;                    North         East    Units  Estimated Accuracy
 FG0907;SPC AR N     -   129,180.      270,000.      MT  (+/- 180 meters Scaled)
 FG0907
 FG0907                          SUPERSEDED SURVEY CONTROL
 FG0907
 FG0907  NGVD 29 (??/??/92)  140.29   (m)          460.3    (f) COMPUTED    2 0
 FG0907
 FG0907.Superseded values are not recommended for survey control.
 FG0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0907.See file dsdata.txt to determine how the superseded data were derived.
 FG0907
 FG0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV607273(NAD 83)
 FG0907_MARKER: R = RIVET
 FG0907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0907_SP_SET: TREE
 FG0907_STAMPING: U S BM 459.8
 FG0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0907
 FG0907  HISTORY     - Date     Condition        Report By
 FG0907  HISTORY     - UNK      MONUMENTED       USGS
 FG0907  HISTORY     - 1935     GOOD             NGS
 FG0907
 FG0907                          STATION DESCRIPTION
 FG0907
 FG0907'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 FG0907'3.0 MI N FROM CLARKSVILLE.
 FG0907'ON ARKANSAS STATE ROAD 21.  135 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 FG0907'SCHOOL BLDG.  45 FEET WEST OF CENTER-LINE OF STATE ROAD 21.  18 FEET
 FG0907'EAST OF ROAD PARALLEL WITH STATE ROAD 21 AT THIS POINT.  4 FEET
 FG0907'SOUTHWEST OF SOUTHWEST CORNER OF STORE BUILDING. IN BASE OF 16 INCH
 FG0907'ELM TREE, IN CUT IN TREE. A BLAZE IN TREE PAINTED U S BM 459.8.
 FG0907
 FG0907                          STATION RECOVERY (1935)
 FG0907
 FG0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0170 ***********************************************************************
 FH0170  DESIGNATION -  46
 FH0170  PID         -  FH0170
 FH0170  STATE/COUNTY-  AR/CRAWFORD
 FH0170  USGS QUAD   -  ALMA (1987)
 FH0170
 FH0170                         *CURRENT SURVEY CONTROL
 FH0170  ___________________________________________________________________
 FH0170* NAD 83(1986)-  35 29 30.     (N)    094 08 13.     (W)     SCALED    
 FH0170* NAVD 88     -       130.324  (meters)     427.57   (feet)  ADJUSTED  
 FH0170  ___________________________________________________________________
 FH0170  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FH0170  DYNAMIC HT  -         130.205 (meters)     427.18  (feet)  COMP
 FH0170  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 FH0170
 FH0170  VERT ORDER  -  FIRST     CLASS II
 FH0170
 FH0170.The horizontal coordinates were scaled from a topographic map and have
 FH0170.an estimated accuracy of +/- 6 seconds.
 FH0170
 FH0170.The orthometric height was determined by differential leveling
 FH0170.and adjusted by the National Geodetic Survey in June 1991..
 FH0170
 FH0170.The geoid height was determined by GEOID03.
 FH0170
 FH0170.The dynamic height is computed by dividing the NAVD 88
 FH0170.geopotential number by the normal gravity value computed on the
 FH0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0170.degrees latitude (g = 980.6199 gals.).
 FH0170
 FH0170.The modeled gravity was interpolated from observed gravity values.
 FH0170
 FH0170;                    North         East    Units  Estimated Accuracy
 FH0170;SPC AR N     -   130,610.      206,120.      MT  (+/- 180 meters Scaled)
 FH0170
 FH0170                          SUPERSEDED SURVEY CONTROL
 FH0170
 FH0170  NGVD 29 (??/??/92)  130.25   (m)          427.3    (f) COMPUTED    1 2
 FH0170
 FH0170.Superseded values are not recommended for survey control.
 FH0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0170.See file dsdata.txt to determine how the superseded data were derived.
 FH0170
 FH0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV968281(NAD 83)
 FH0170_MARKER: DD = SURVEY DISK
 FH0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0170_STAMPING: 46
 FH0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0170+STABILITY: SURFACE MOTION
 FH0170
 FH0170  HISTORY     - Date     Condition        Report By
 FH0170  HISTORY     - UNK      MONUMENTED       DOD
 FH0170  HISTORY     - 1932     GOOD             NGS
 FH0170  HISTORY     - 1959     GOOD             NGS
 FH0170  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0170
 FH0170                          STATION DESCRIPTION
 FH0170
 FH0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FH0170'IN DYER.
 FH0170'AT DYER, CRAWFORD COUNTY, ABOUT 114 FEET NORTH OF THE NORTHEAST
 FH0170'CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, ON MAIN STREET,
 FH0170'62.2 FEET WEST OF THE SOUTHWEST CORNER OF THE POST OFFICE, 1.7
 FH0170'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE TOM MOSS STORE,
 FH0170'AND 1.1 FEET WEST OF THE WEST EDGE OF THE SIDEWALK.  A CORPS
 FH0170'OF ENGINEERS, U.S ARMY, STANDARD DISK, STAMPED 46 AND SET IN THE
 FH0170'TOP OF A CIRCULAR CONCRETE BLOCK.
 FH0170
 FH0170                          STATION RECOVERY (1959)
 FH0170
 FH0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0170'RECOVERED IN GOOD CONDITION.
 FH0170
 FH0170                          STATION RECOVERY (1985)
 FH0170
 FH0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0170'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1130 ***********************************************************************
 DK1130  DESIGNATION -  46 M CAP
 DK1130  PID         -  DK1130
 DK1130  STATE/COUNTY-  AR/CHICOT
 DK1130  USGS QUAD   -  EMINENCE (1970)
 DK1130
 DK1130                         *CURRENT SURVEY CONTROL
 DK1130  ___________________________________________________________________
 DK1130* NAD 83(1986)-  33 09 31.     (N)    091 08 23.     (W)     SCALED    
 DK1130* NAVD 88     -        36.51   (+/-2cm)     119.8    (feet)  VERTCON   
 DK1130  ___________________________________________________________________
 DK1130  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK1130
 DK1130  VERT ORDER  -  ? (See Below)
 DK1130
 DK1130.The horizontal coordinates were scaled from a topographic map and have
 DK1130.an estimated accuracy of +/- 6 seconds.
 DK1130
 DK1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1130.The vertical order pertains to the NGVD 29 superseded value.
 DK1130
 DK1130.The geoid height was determined by GEOID03.
 DK1130
 DK1130;                    North         East    Units  Estimated Accuracy
 DK1130;SPC AR S     -   454,900.      480,250.      MT  (+/- 180 meters Scaled)
 DK1130
 DK1130                          SUPERSEDED SURVEY CONTROL
 DK1130
 DK1130  NGVD 29 (??/??/??)   36.562  (m)          119.95   (f) ADJUSTED    ?  
 DK1130
 DK1130.Superseded values are not recommended for survey control.
 DK1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1130.See file dsdata.txt to determine how the superseded data were derived.
 DK1130
 DK1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS734704(NAD 83)
 DK1130_MARKER: B = BOLT
 DK1130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1130
 DK1130  HISTORY     - Date     Condition        Report By
 DK1130  HISTORY     - UNK      MONUMENTED       DOD
 DK1130  HISTORY     - 1934     GOOD             CGS
 DK1130
 DK1130                          STATION DESCRIPTION
 DK1130
 DK1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1130'1.75 MI N FROM BROOKS MILL LANDING.
 DK1130'IS A PIPE STONE BENCH WITH BRASS CAP.  LOCATED ON RIGHT BANK OF MISS.
 DK1130'RIVER, CHICOT CO., ARK., ON THE FLORENCE PLANTATION, ABOUT 500 FEET
 DK1130'SOUTH OF LARGE PLANTATION DWELLING, IN YARD OF GIN, 20 FEET NORTH OF
 DK1130'GATE TO GIN YARD, 175 FEET SOUTHWEST OF SOUTHWEST CORNER OF GIN, 20
 DK1130'FEET WEST OF ROAD RUNNING PARALLEL TO LEVEE, ABOUT 50 FEET TO LAND
 DK1130'SIDE OF BASE OF LEVEE IN VICINITY OF LEVEE STA. 3150, TOP OF PIPE IS
 DK1130'15 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0021 ***********************************************************************
 DM0021  DESIGNATION -  461
 DM0021  PID         -  DM0021
 DM0021  STATE/COUNTY-  AR/LITTLE RIVER
 DM0021  USGS QUAD   -  FALLS CHAPEL (1975)
 DM0021
 DM0021                         *CURRENT SURVEY CONTROL
 DM0021  ___________________________________________________________________
 DM0021* NAD 83(1986)-  33 45 12.     (N)    094 10 32.     (W)     SCALED    
 DM0021* NAVD 88     -        92.246  (meters)     302.64   (feet)  ADJUSTED  
 DM0021  ___________________________________________________________________
 DM0021  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DM0021  DYNAMIC HT  -          92.151 (meters)     302.33  (feet)  COMP
 DM0021  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 DM0021
 DM0021  VERT ORDER  -  FIRST     CLASS II
 DM0021
 DM0021.The horizontal coordinates were scaled from a topographic map and have
 DM0021.an estimated accuracy of +/- 6 seconds.
 DM0021
 DM0021.The orthometric height was determined by differential leveling
 DM0021.and adjusted by the National Geodetic Survey in June 1991..
 DM0021
 DM0021.The geoid height was determined by GEOID03.
 DM0021
 DM0021.The dynamic height is computed by dividing the NAVD 88
 DM0021.geopotential number by the normal gravity value computed on the
 DM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0021.degrees latitude (g = 980.6199 gals.).
 DM0021
 DM0021.The modeled gravity was interpolated from observed gravity values.
 DM0021
 DM0021;                    North         East    Units  Estimated Accuracy
 DM0021;SPC AR S     -   522,670.      198,460.      MT  (+/- 180 meters Scaled)
 DM0021
 DM0021                          SUPERSEDED SURVEY CONTROL
 DM0021
 DM0021  NGVD 29 (??/??/92)   92.250  (m)          302.66   (f) ADJ UNCH    1 2
 DM0021
 DM0021.Superseded values are not recommended for survey control.
 DM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0021.See file dsdata.txt to determine how the superseded data were derived.
 DM0021
 DM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT911354(NAD 83)
 DM0021_MARKER: Z = SEE DESCRIPTION
 DM0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0021_SP_SET: RAIL END
 DM0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0021
 DM0021  HISTORY     - Date     Condition        Report By
 DM0021  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0021  HISTORY     - 1932     GOOD             NGS
 DM0021  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0021  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0021
 DM0021                          STATION DESCRIPTION
 DM0021
 DM0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0021'1.9 MI N FROM WILTON.
 DM0021'NEAR M.P. 461.  8 FT WEST OF M.P. 461.  35 FT SOUTH OF TRACK.
 DM0021
 DM0021                          STATION RECOVERY (1962)
 DM0021
 DM0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0021'MARK NOT FOUND.
 DM0021
 DM0021                          STATION RECOVERY (1985)
 DM0021
 DM0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0021'NOT SEARCHED FOR, OFF MAIN LEVEL LINE, LEVEL LINE REROUTED TO STATE
 DM0021'ROUTE 234.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1040 ***********************************************************************
 DL1040  DESIGNATION -  462 6
 DL1040  PID         -  DL1040
 DL1040  STATE/COUNTY-  AR/HEMPSTEAD
 DL1040  USGS QUAD   -  SHEPPARD (1978)
 DL1040
 DL1040                         *CURRENT SURVEY CONTROL
 DL1040  ___________________________________________________________________
 DL1040* NAD 83(1986)-  33 43 10.     (N)    093 38 14.     (W)     SCALED    
 DL1040* NAVD 88     -       105.459  (meters)     345.99   (feet)  ADJUSTED  
 DL1040  ___________________________________________________________________
 DL1040  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL1040  DYNAMIC HT  -         105.349 (meters)     345.63  (feet)  COMP
 DL1040  MODELED GRAV-     979,588.0   (mgal)                       NAVD 88
 DL1040
 DL1040  VERT ORDER  -  SECOND    CLASS 0
 DL1040
 DL1040.The horizontal coordinates were scaled from a topographic map and have
 DL1040.an estimated accuracy of +/- 6 seconds.
 DL1040
 DL1040.The orthometric height was determined by differential leveling
 DL1040.and adjusted by the National Geodetic Survey in June 1991..
 DL1040
 DL1040.The geoid height was determined by GEOID03.
 DL1040
 DL1040.The dynamic height is computed by dividing the NAVD 88
 DL1040.geopotential number by the normal gravity value computed on the
 DL1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1040.degrees latitude (g = 980.6199 gals.).
 DL1040
 DL1040.The modeled gravity was interpolated from observed gravity values.
 DL1040
 DL1040;                    North         East    Units  Estimated Accuracy
 DL1040;SPC AR S     -   517,980.      248,270.      MT  (+/- 180 meters Scaled)
 DL1040
 DL1040                          SUPERSEDED SURVEY CONTROL
 DL1040
 DL1040  NGVD 29 (??/??/92)  105.469  (m)          346.03   (f) ADJ UNCH    2 0
 DL1040
 DL1040.Superseded values are not recommended for survey control.
 DL1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1040.See file dsdata.txt to determine how the superseded data were derived.
 DL1040
 DL1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT409312(NAD 83)
 DL1040_MARKER: Q = CHISELED SQUARE
 DL1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1040_SP_SET: CONCRETE BLOCK
 DL1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1040
 DL1040  HISTORY     - Date     Condition        Report By
 DL1040  HISTORY     - UNK      MONUMENTED       CGS
 DL1040  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL1040
 DL1040                          STATION DESCRIPTION
 DL1040
 DL1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1040'4.4 MI NW FROM HOPE.
 DL1040'4.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1040'STATION AT HOPE, HEMPSTEAD COUNTY, 0.2 MILE SOUTHEAST OF THE
 DL1040'SOUTHWESTERN PROVING GROUNDS STATION, 6 POLES NORTHWEST OF MILEPOST
 DL1040'462, 4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ON THE TOP OF THE
 DL1040'NORTHEAST SIDE OF A CONCRETE BLOCK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0024 ***********************************************************************
 DM0024  DESIGNATION -  464
 DM0024  PID         -  DM0024
 DM0024  STATE/COUNTY-  AR/LITTLE RIVER
 DM0024  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0024
 DM0024                         *CURRENT SURVEY CONTROL
 DM0024  ___________________________________________________________________
 DM0024* NAD 83(1986)-  33 43 25.     (N)    094 08 53.     (W)     SCALED    
 DM0024* NAVD 88     -        97.293  (meters)     319.20   (feet)  ADJUSTED  
 DM0024  ___________________________________________________________________
 DM0024  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DM0024  DYNAMIC HT  -          97.193 (meters)     318.87  (feet)  COMP
 DM0024  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 DM0024
 DM0024  VERT ORDER  -  FIRST     CLASS II
 DM0024
 DM0024.The horizontal coordinates were scaled from a topographic map and have
 DM0024.an estimated accuracy of +/- 6 seconds.
 DM0024
 DM0024.The orthometric height was determined by differential leveling
 DM0024.and adjusted by the National Geodetic Survey in June 1991..
 DM0024
 DM0024.The geoid height was determined by GEOID03.
 DM0024
 DM0024.The dynamic height is computed by dividing the NAVD 88
 DM0024.geopotential number by the normal gravity value computed on the
 DM0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0024.degrees latitude (g = 980.6199 gals.).
 DM0024
 DM0024.The modeled gravity was interpolated from observed gravity values.
 DM0024
 DM0024;                    North         East    Units  Estimated Accuracy
 DM0024;SPC AR S     -   519,320.      200,940.      MT  (+/- 180 meters Scaled)
 DM0024
 DM0024                          SUPERSEDED SURVEY CONTROL
 DM0024
 DM0024  NGVD 29 (??/??/92)   97.298  (m)          319.22   (f) ADJ UNCH    1 2
 DM0024
 DM0024.Superseded values are not recommended for survey control.
 DM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0024.See file dsdata.txt to determine how the superseded data were derived.
 DM0024
 DM0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT936321(NAD 83)
 DM0024_MARKER: Z = SEE DESCRIPTION
 DM0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0024_SP_SET: RAIL END
 DM0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0024
 DM0024  HISTORY     - Date     Condition        Report By
 DM0024  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0024  HISTORY     - 1932     GOOD             NGS
 DM0024  HISTORY     - 1962     GOOD             NGS
 DM0024  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0024  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0024
 DM0024                          STATION DESCRIPTION
 DM0024
 DM0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0024'1.1 MI S FROM WILTON.
 DM0024'NEAR M.P. 464 12 FT SOUTH OF M.P. 464.  30 FT WEST OF TRACK.  NOTE--
 DM0024'MARK IS 35 FEET NORTH OF THE MILEPOST.
 DM0024
 DM0024                          STATION RECOVERY (1962)
 DM0024
 DM0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0024'RECOVERED IN GOOD CONDITION.
 DM0024
 DM0024                          STATION RECOVERY (1985)
 DM0024
 DM0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0024'NOT RECOVERED, LEVEL LINE REROUTED TO U.S. HIGHWAY 71.
 DM0024
 DM0024                          STATION RECOVERY (1997)
 DM0024
 DM0024'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0026 ***********************************************************************
 DM0026  DESIGNATION -  466
 DM0026  PID         -  DM0026
 DM0026  STATE/COUNTY-  AR/LITTLE RIVER
 DM0026  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0026
 DM0026                         *CURRENT SURVEY CONTROL
 DM0026  ___________________________________________________________________
 DM0026* NAD 83(1986)-  33 41 41.     (N)    094 08 45.     (W)     SCALED    
 DM0026* NAVD 88     -       100.194  (meters)     328.72   (feet)  ADJUSTED  
 DM0026  ___________________________________________________________________
 DM0026  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DM0026  DYNAMIC HT  -         100.090 (meters)     328.38  (feet)  COMP
 DM0026  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 DM0026
 DM0026  VERT ORDER  -  FIRST     CLASS II
 DM0026
 DM0026.The horizontal coordinates were scaled from a topographic map and have
 DM0026.an estimated accuracy of +/- 6 seconds.
 DM0026
 DM0026.The orthometric height was determined by differential leveling
 DM0026.and adjusted by the National Geodetic Survey in June 1991..
 DM0026
 DM0026.The geoid height was determined by GEOID03.
 DM0026
 DM0026.The dynamic height is computed by dividing the NAVD 88
 DM0026.geopotential number by the normal gravity value computed on the
 DM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0026.degrees latitude (g = 980.6199 gals.).
 DM0026
 DM0026.The modeled gravity was interpolated from observed gravity values.
 DM0026
 DM0026;                    North         East    Units  Estimated Accuracy
 DM0026;SPC AR S     -   516,110.      201,080.      MT  (+/- 180 meters Scaled)
 DM0026
 DM0026                          SUPERSEDED SURVEY CONTROL
 DM0026
 DM0026  NGVD 29 (??/??/92)  100.199  (m)          328.74   (f) ADJ UNCH    1 2
 DM0026
 DM0026.Superseded values are not recommended for survey control.
 DM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0026.See file dsdata.txt to determine how the superseded data were derived.
 DM0026
 DM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT938288(NAD 83)
 DM0026_MARKER: Z = SEE DESCRIPTION
 DM0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0026_SP_SET: FLANGE
 DM0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0026
 DM0026  HISTORY     - Date     Condition        Report By
 DM0026  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0026  HISTORY     - 1932     GOOD             NGS
 DM0026  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0026  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0026  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0026
 DM0026                          STATION DESCRIPTION
 DM0026
 DM0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0026'2.0 MI N FROM ASHDOWN.
 DM0026'NEAR M.P. 466 10 FT WEST OF M.P. 466 40 FT WEST OF TRACK.
 DM0026
 DM0026                          STATION RECOVERY (1962)
 DM0026
 DM0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0026'MARK NOT FOUND.
 DM0026
 DM0026                          STATION RECOVERY (1985)
 DM0026
 DM0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0026'NOT RECOVERED, LEVEL LINE REROUTED TO U.S. HIGHWAY 71.
 DM0026
 DM0026                          STATION RECOVERY (1997)
 DM0026
 DM0026'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0028 ***********************************************************************
 DM0028  DESIGNATION -  467
 DM0028  PID         -  DM0028
 DM0028  STATE/COUNTY-  AR/LITTLE RIVER
 DM0028  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0028
 DM0028                         *CURRENT SURVEY CONTROL
 DM0028  ___________________________________________________________________
 DM0028* NAD 83(1986)-  33 40 55.     (N)    094 08 22.     (W)     SCALED    
 DM0028* NAVD 88     -       100.400  (meters)     329.40   (feet)  ADJUSTED  
 DM0028  ___________________________________________________________________
 DM0028  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DM0028  DYNAMIC HT  -         100.296 (meters)     329.05  (feet)  COMP
 DM0028  MODELED GRAV-     979,599.5   (mgal)                       NAVD 88
 DM0028
 DM0028  VERT ORDER  -  FIRST     CLASS II
 DM0028
 DM0028.The horizontal coordinates were scaled from a topographic map and have
 DM0028.an estimated accuracy of +/- 6 seconds.
 DM0028
 DM0028.The orthometric height was determined by differential leveling
 DM0028.and adjusted by the National Geodetic Survey in June 1991..
 DM0028
 DM0028.The geoid height was determined by GEOID03.
 DM0028
 DM0028.The dynamic height is computed by dividing the NAVD 88
 DM0028.geopotential number by the normal gravity value computed on the
 DM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0028.degrees latitude (g = 980.6199 gals.).
 DM0028
 DM0028.The modeled gravity was interpolated from observed gravity values.
 DM0028
 DM0028;                    North         East    Units  Estimated Accuracy
 DM0028;SPC AR S     -   514,680.      201,640.      MT  (+/- 180 meters Scaled)
 DM0028
 DM0028                          SUPERSEDED SURVEY CONTROL
 DM0028
 DM0028  NGVD 29 (??/??/92)  100.406  (m)          329.42   (f) ADJ UNCH    1 2
 DM0028
 DM0028.Superseded values are not recommended for survey control.
 DM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0028.See file dsdata.txt to determine how the superseded data were derived.
 DM0028
 DM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT943274(NAD 83)
 DM0028_MARKER: Z = SEE DESCRIPTION
 DM0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0028_SP_SET: FLANGE
 DM0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0028
 DM0028  HISTORY     - Date     Condition        Report By
 DM0028  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0028  HISTORY     - 1932     GOOD             NGS
 DM0028  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0028  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0028  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0028
 DM0028                          STATION DESCRIPTION
 DM0028
 DM0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0028'1.0 MI N FROM ASHDOWN.
 DM0028'NEAR M.P. 467 9 FEET WEST OF M.P. 467 40 FEET WEST OF THE TRACK.
 DM0028
 DM0028                          STATION RECOVERY (1962)
 DM0028
 DM0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0028'MARK NOT FOUND.
 DM0028
 DM0028                          STATION RECOVERY (1985)
 DM0028
 DM0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0028'NOT RECOVERED, POSSIBLY REMOVED BY RAILROAD EQUIPMENT.
 DM0028
 DM0028                          STATION RECOVERY (1997)
 DM0028
 DM0028'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0098 ***********************************************************************
 FH0098  DESIGNATION -  47
 FH0098  PID         -  FH0098
 FH0098  STATE/COUNTY-  AR/CRAWFORD
 FH0098  USGS QUAD   -  MULBERRY (1987)
 FH0098
 FH0098                         *CURRENT SURVEY CONTROL
 FH0098  ___________________________________________________________________
 FH0098* NAD 83(1986)-  35 29 42.     (N)    094 03 08.     (W)     SCALED    
 FH0098* NAVD 88     -       121.182  (meters)     397.58   (feet)  ADJUSTED  
 FH0098  ___________________________________________________________________
 FH0098  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FH0098  DYNAMIC HT  -         121.072 (meters)     397.22  (feet)  COMP
 FH0098  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 FH0098
 FH0098  VERT ORDER  -  SECOND    CLASS 0
 FH0098
 FH0098.The horizontal coordinates were scaled from a topographic map and have
 FH0098.an estimated accuracy of +/- 6 seconds.
 FH0098
 FH0098.The orthometric height was determined by differential leveling
 FH0098.and adjusted by the National Geodetic Survey in June 1991..
 FH0098
 FH0098.The geoid height was determined by GEOID03.
 FH0098
 FH0098.The dynamic height is computed by dividing the NAVD 88
 FH0098.geopotential number by the normal gravity value computed on the
 FH0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0098.degrees latitude (g = 980.6199 gals.).
 FH0098
 FH0098.The modeled gravity was interpolated from observed gravity values.
 FH0098
 FH0098;                    North         East    Units  Estimated Accuracy
 FH0098;SPC AR N     -   130,820.      213,820.      MT  (+/- 180 meters Scaled)
 FH0098
 FH0098                          SUPERSEDED SURVEY CONTROL
 FH0098
 FH0098  NGVD 29 (??/??/92)  121.11   (m)          397.3    (f) COMPUTED    2 0
 FH0098
 FH0098.Superseded values are not recommended for survey control.
 FH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0098.See file dsdata.txt to determine how the superseded data were derived.
 FH0098
 FH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV045284(NAD 83)
 FH0098_MARKER: DD = SURVEY DISK
 FH0098_SETTING: 0 = UNSPECIFIED SETTING
 FH0098_STAMPING: 47
 FH0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0098
 FH0098  HISTORY     - Date     Condition        Report By
 FH0098  HISTORY     - UNK      MONUMENTED       DOD
 FH0098  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0098
 FH0098                          STATION DESCRIPTION
 FH0098
 FH0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0098'AT MULBERRY.
 FH0098'AT MULBERRY, CRAWFORD COUNTY, 200 FEET NORTHEAST OF THE MISSOURI
 FH0098'PACIFIC RAILROAD STATION, 200 FEET WEST OF THE RAILROAD WATER
 FH0098'TANK, 75 FEET NORTH OF THE TRACK, AND 25 FEET EAST OF THE
 FH0098'CENTERLINE OF MAIN STREET.  A STANDARD DISK, STAMPED 47.
 FH0098'NOTE-- SINCE THE DESCRIBED LOCATION IS IN A DRIVEWAY IT HAS
 FH0098'PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1060 ***********************************************************************
 EJ1060  DESIGNATION -  479
 EJ1060  PID         -  EJ1060
 EJ1060  STATE/COUNTY-  AR/GARLAND
 EJ1060  USGS QUAD   -  MOUNTAIN PINE (1975)
 EJ1060
 EJ1060                         *CURRENT SURVEY CONTROL
 EJ1060  ___________________________________________________________________
 EJ1060* NAD 83(1986)-  34 32 41.     (N)    093 09 04.     (W)     SCALED    
 EJ1060* NAVD 88     -       146.263  (meters)     479.86   (feet)  ADJUSTED  
 EJ1060  ___________________________________________________________________
 EJ1060  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EJ1060  DYNAMIC HT  -         146.119 (meters)     479.39  (feet)  COMP
 EJ1060  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 EJ1060
 EJ1060  VERT ORDER  -  SECOND    CLASS 0
 EJ1060
 EJ1060.The horizontal coordinates were scaled from a topographic map and have
 EJ1060.an estimated accuracy of +/- 6 seconds.
 EJ1060
 EJ1060.The orthometric height was determined by differential leveling
 EJ1060.and adjusted by the National Geodetic Survey in June 1991..
 EJ1060
 EJ1060.The geoid height was determined by GEOID03.
 EJ1060
 EJ1060.The dynamic height is computed by dividing the NAVD 88
 EJ1060.geopotential number by the normal gravity value computed on the
 EJ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1060.degrees latitude (g = 980.6199 gals.).
 EJ1060
 EJ1060.The modeled gravity was interpolated from observed gravity values.
 EJ1060
 EJ1060;                    North         East    Units  Estimated Accuracy
 EJ1060;SPC AR S     -   608,900.      294,350.      MT  (+/- 180 meters Scaled)
 EJ1060
 EJ1060                          SUPERSEDED SURVEY CONTROL
 EJ1060
 EJ1060  NGVD 29 (??/??/92)  146.25   (m)          479.8    (f) COMPUTED    2 0
 EJ1060
 EJ1060.Superseded values are not recommended for survey control.
 EJ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1060.See file dsdata.txt to determine how the superseded data were derived.
 EJ1060
 EJ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU861225(NAD 83)
 EJ1060_MARKER: DD = SURVEY DISK
 EJ1060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ1060_STAMPING: 479
 EJ1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1060
 EJ1060  HISTORY     - Date     Condition        Report By
 EJ1060  HISTORY     - UNK      MONUMENTED       USGS
 EJ1060  HISTORY     - 1935     GOOD             NGS
 EJ1060  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1060
 EJ1060                          STATION DESCRIPTION
 EJ1060
 EJ1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1060'3.0 MI SE FROM MOUNTAIN PINE.
 EJ1060'3 MILES SOUTHEAST ALONG THE CEDAR GLADES-HOT SPRINGS ROAD FROM
 EJ1060'MOUNTAIN PINE, GARLAND COUNTY.  A UNITED STATES GEOLOGICAL SURVEY
 EJ1060'STANDARD CAP, STAMPED 479 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 EJ1060'PIPE.
 EJ1060
 EJ1060                          STATION RECOVERY (1998)
 EJ1060
 EJ1060'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1141 ***********************************************************************
 DK1141  DESIGNATION -  48 M BOLT
 DK1141  PID         -  DK1141
 DK1141  STATE/COUNTY-  AR/CHICOT
 DK1141  USGS QUAD   -  READLAND (1970)
 DK1141
 DK1141                         *CURRENT SURVEY CONTROL
 DK1141  ___________________________________________________________________
 DK1141* NAD 83(1986)-  33 05 15.     (N)    091 11 00.     (W)     SCALED    
 DK1141* NAVD 88     -        34.459  (meters)     113.05   (feet)  ADJUSTED  
 DK1141  ___________________________________________________________________
 DK1141  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DK1141  DYNAMIC HT  -          34.422 (meters)     112.93  (feet)  COMP
 DK1141  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 DK1141
 DK1141  VERT ORDER  -  SECOND    CLASS 0
 DK1141
 DK1141.The horizontal coordinates were scaled from a topographic map and have
 DK1141.an estimated accuracy of +/- 6 seconds.
 DK1141
 DK1141.The orthometric height was determined by differential leveling
 DK1141.and adjusted by the National Geodetic Survey in June 1991..
 DK1141
 DK1141.The geoid height was determined by GEOID03.
 DK1141
 DK1141.The dynamic height is computed by dividing the NAVD 88
 DK1141.geopotential number by the normal gravity value computed on the
 DK1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1141.degrees latitude (g = 980.6199 gals.).
 DK1141
 DK1141.The modeled gravity was interpolated from observed gravity values.
 DK1141
 DK1141;                    North         East    Units  Estimated Accuracy
 DK1141;SPC AR S     -   446,980.      476,250.      MT  (+/- 180 meters Scaled)
 DK1141
 DK1141                          SUPERSEDED SURVEY CONTROL
 DK1141
 DK1141  NGVD 29 (??/??/??)   34.532  (m)          113.29   (f) ADJUSTED    2 0
 DK1141
 DK1141.Superseded values are not recommended for survey control.
 DK1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1141.See file dsdata.txt to determine how the superseded data were derived.
 DK1141
 DK1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS695624(NAD 83)
 DK1141_MARKER: B = BOLT
 DK1141_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1141_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1141_STAMPING: ELEV 118 48 M 1930
 DK1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1141
 DK1141  HISTORY     - Date     Condition        Report By
 DK1141  HISTORY     - 1930     MONUMENTED       DOD
 DK1141  HISTORY     - 1934     GOOD             CGS
 DK1141
 DK1141                          STATION DESCRIPTION
 DK1141
 DK1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1141'1.3 MI NE FROM GRAND LAKE.
 DK1141'1.3 MILES NORTHEAST ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 65
 DK1141'AT GRAND LAKE, CHICOT COUNTY, THENCE ABOUT 1.0 MILE SOUTH ALONG THE
 DK1141'OLD LEVEE, AT THE HILLIARD PLANTATION, NEAR THE CORNER OF A SMALL
 DK1141'GARDEN, AT THE SOUTH SIDE OF A GROUP OF A DWELLINGS, ABOUT 126
 DK1141'FEET WEST OF A COTTONWOOD STUMP, ABOUT 200 FEET SOUTH OF AN OLD
 DK1141'PLANTATION COMMISSARY, ABOUT 100 FEET SOUTHWEST OF A TRIANGULAR-BLAZED
 DK1141'40-INCH COTTONWOOD TREE, 58.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DK1141'OF THE ROBERT STONE HOUSE, 42.2 FEET NORTHWEST OF THE
 DK1141'SOUTHWEST CORNER OF A FENCE, AND 17 FEET WEST OF A FENCE PARALLELING
 DK1141'THE LEVEE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 DK1141'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 DK1141'ABOUT 15 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.
 DK1141'ARMY, STANDARD CAP, STAMPED ELEV. 118 48 M 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1142 ***********************************************************************
 DK1142  DESIGNATION -  48 M CAP
 DK1142  PID         -  DK1142
 DK1142  STATE/COUNTY-  AR/CHICOT
 DK1142  USGS QUAD   -  READLAND (1970)
 DK1142
 DK1142                         *CURRENT SURVEY CONTROL
 DK1142  ___________________________________________________________________
 DK1142* NAD 83(1986)-  33 05 14.     (N)    091 11 00.     (W)     SCALED    
 DK1142* NAVD 88     -        35.68   (+/-2cm)     117.1    (feet)  VERTCON   
 DK1142  ___________________________________________________________________
 DK1142  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DK1142
 DK1142  VERT ORDER  -  ? (See Below)
 DK1142
 DK1142.The horizontal coordinates were scaled from a topographic map and have
 DK1142.an estimated accuracy of +/- 6 seconds.
 DK1142
 DK1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1142.The vertical order pertains to the NGVD 29 superseded value.
 DK1142
 DK1142.The geoid height was determined by GEOID03.
 DK1142
 DK1142;                    North         East    Units  Estimated Accuracy
 DK1142;SPC AR S     -   446,950.      476,250.      MT  (+/- 180 meters Scaled)
 DK1142
 DK1142                          SUPERSEDED SURVEY CONTROL
 DK1142
 DK1142  NGVD 29 (??/??/??)   35.754  (m)          117.30   (f) ADJUSTED    ?  
 DK1142
 DK1142.Superseded values are not recommended for survey control.
 DK1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1142.See file dsdata.txt to determine how the superseded data were derived.
 DK1142
 DK1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS695624(NAD 83)
 DK1142_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1142_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1142_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1142_STAMPING: 48 M 1930 ELEV 118
 DK1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1142
 DK1142  HISTORY     - Date     Condition        Report By
 DK1142  HISTORY     - 1930     MONUMENTED       DOD
 DK1142  HISTORY     - 1935     GOOD             CGS
 DK1142
 DK1142                          STATION DESCRIPTION
 DK1142
 DK1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1142'6.0 MI SE FROM EUDORA.
 DK1142'6.0 MILES SOUTHEAST OF, ALONG OLD LEVEE, FROM CITY HALL ON HILLIARD
 DK1142'PLANTATION, SOUTH SIDE OF GROUP OF DWELLINGS.  ABOUT .5 MILE
 DK1142'SOUTHEAST OF TANK FARM.  675 FEET WEST OF EAST LEVEE.  126 FEET WEST
 DK1142'OF COTTONWOOD STUMP 3 FT. HIGH, 5 FT. IN DIAMETER AT BASE.  58.8 FEET
 DK1142'SOUTHEAST OF SOUTHEAST CORNER OF ROBERT STONE HOUSE.  42.2
 DK1142'FEET NORTHWEST OF SOUTHWEST FENCE CORNER.  17 FEET WEST OF FENCE
 DK1142'PARALLEL TO LEVEE.  IRON PIPE WITH BRONZE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1183 ***********************************************************************
 EJ1183  DESIGNATION -  482
 EJ1183  PID         -  EJ1183
 EJ1183  STATE/COUNTY-  AR/GARLAND
 EJ1183  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1183
 EJ1183                         *CURRENT SURVEY CONTROL
 EJ1183  ___________________________________________________________________
 EJ1183* NAD 83(1986)-  34 23 39.     (N)    093 04 00.     (W)     SCALED    
 EJ1183* NAVD 88     -       146.946  (meters)     482.11   (feet)  ADJUSTED  
 EJ1183  ___________________________________________________________________
 EJ1183  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EJ1183  DYNAMIC HT  -         146.801 (meters)     481.63  (feet)  COMP
 EJ1183  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 EJ1183
 EJ1183  VERT ORDER  -  SECOND    CLASS 0
 EJ1183
 EJ1183.The horizontal coordinates were scaled from a topographic map and have
 EJ1183.an estimated accuracy of +/- 6 seconds.
 EJ1183
 EJ1183.The orthometric height was determined by differential leveling
 EJ1183.and adjusted by the National Geodetic Survey in June 1991..
 EJ1183
 EJ1183.The geoid height was determined by GEOID03.
 EJ1183
 EJ1183.The dynamic height is computed by dividing the NAVD 88
 EJ1183.geopotential number by the normal gravity value computed on the
 EJ1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1183.degrees latitude (g = 980.6199 gals.).
 EJ1183
 EJ1183.The modeled gravity was interpolated from observed gravity values.
 EJ1183
 EJ1183;                    North         East    Units  Estimated Accuracy
 EJ1183;SPC AR S     -   592,110.      301,920.      MT  (+/- 180 meters Scaled)
 EJ1183
 EJ1183                          SUPERSEDED SURVEY CONTROL
 EJ1183
 EJ1183  NGVD 29 (??/??/92)  146.947  (m)          482.11   (f) ADJ UNCH    2 0
 EJ1183
 EJ1183.Superseded values are not recommended for survey control.
 EJ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1183.See file dsdata.txt to determine how the superseded data were derived.
 EJ1183
 EJ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU938058(NAD 83)
 EJ1183_MARKER: DD = SURVEY DISK
 EJ1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1183_STAMPING: 482
 EJ1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1183+STABILITY: SURFACE MOTION
 EJ1183
 EJ1183  HISTORY     - Date     Condition        Report By
 EJ1183  HISTORY     - UNK      MONUMENTED       USGS
 EJ1183  HISTORY     - 1935     GOOD             NGS
 EJ1183
 EJ1183                          STATION DESCRIPTION
 EJ1183
 EJ1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1183'9 MI SW FROM HOT SPRINGS.
 EJ1183'ABOUT 9 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE MISSOURI
 EJ1183'PACIFIC RAILROAD STATION AT HOT SPRINGS, THENCE 2.4 MILES SOUTHEAST
 EJ1183'ALONG THE LOWER ARKADELPHIA ROAD FROM THE FOURCHE LOUPE SCHOOL AT
 EJ1183'JOHNSON LANDING, 0.7 MILE SOUTH OF MT. CARMEL M.E. CHURCH, 300 FEET
 EJ1183'NORTH OF THE M.E. WOODALL FARMHOUSE, AND 50 FEET WEST OF THE
 EJ1183'CENTERLINE OF THE ROAD, ON THE OUTSIDE OF A SHARP CURVE, IN THE TOP OF
 EJ1183'AN IRON POST LEANING SOUTHWARD, AND PROJECTING 2.0 FEET ABOVE GROUND.
 EJ1183'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 482.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0380 ***********************************************************************
 EH0380  DESIGNATION -  49 34 A CAP
 EH0380  PID         -  EH0380
 EH0380  STATE/COUNTY-  AR/PHILLIPS
 EH0380  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0380
 EH0380                         *CURRENT SURVEY CONTROL
 EH0380  ___________________________________________________________________
 EH0380* NAD 83(1986)-  34 23 23.     (N)    090 38 43.     (W)     SCALED    
 EH0380* NAVD 88     -        55.632  (meters)     182.52   (feet)  POSTED    
 EH0380  ___________________________________________________________________
 EH0380  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH0380  DYNAMIC HT  -          55.580 (meters)     182.35  (feet)  COMP
 EH0380  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 EH0380
 EH0380  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EH0380
 EH0380.The horizontal coordinates were scaled from a topographic map and have
 EH0380.an estimated accuracy of +/- 6 seconds.
 EH0380
 EH0380.The orthometric height was determined by differential leveling
 EH0380.and adjusted by the National Geodetic Survey in 1992..
 EH0380.No vertical observational check was made to the station.
 EH0380.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EH0380.was located on a no-check spur therefore a value was not computed.
 EH0380
 EH0380.The geoid height was determined by GEOID03.
 EH0380
 EH0380.The dynamic height is computed by dividing the NAVD 88
 EH0380.geopotential number by the normal gravity value computed on the
 EH0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0380.degrees latitude (g = 980.6199 gals.).
 EH0380
 EH0380.The modeled gravity was interpolated from observed gravity values.
 EH0380
 EH0380;                    North         East    Units  Estimated Accuracy
 EH0380;SPC AR S     -   591,930.      524,570.      MT  (+/- 180 meters Scaled)
 EH0380
 EH0380                          SUPERSEDED SURVEY CONTROL
 EH0380
 EH0380  NGVD 29 (??/??/??)   54.466  (m)          178.69   (f) ADJUSTED    1 2
 EH0380
 EH0380.Superseded values are not recommended for survey control.
 EH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0380.See file dsdata.txt to determine how the superseded data were derived.
 EH0380
 EH0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU164078(NAD 83)
 EH0380_MARKER: P = PIPE CAP
 EH0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0380_SP_SET: CONCRETE BASE
 EH0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0380
 EH0380  HISTORY     - Date     Condition        Report By
 EH0380  HISTORY     - UNK      MONUMENTED       DOD
 EH0380  HISTORY     - 1939     GOOD             CGS
 EH0380
 EH0380                          STATION DESCRIPTION
 EH0380
 EH0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0380'1.75 MI S FROM PLEASENT GROVE CHURCH.
 EH0380'1 3/4 MILES SOUTH OF PLEASENT GROVE CHURCH.  ABOUT 500 FEET SOUTH
 EH0380'WHERE THE FERRY ROAD CROSSES OVER OLD LEVEE.  AT THE TOE OF THE OLD
 EH0380'LEVEE AND 40 FEET EAST OF A LONE COTTONWOOD 2 FEET IN DIAMETER. MARK
 EH0380'IS A 4 INCH IRON PIPE WITH BRASS CAP SET ON A CONCRETE BASE WITH
 EH0380'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0897 ***********************************************************************
 FG0897  DESIGNATION -  490.3
 FG0897  PID         -  FG0897
 FG0897  STATE/COUNTY-  AR/JOHNSON
 FG0897  USGS QUAD   -  HAGARVILLE (1980)
 FG0897
 FG0897                         *CURRENT SURVEY CONTROL
 FG0897  ___________________________________________________________________
 FG0897* NAD 83(1986)-  35 30 57.     (N)    093 18 31.     (W)     SCALED    
 FG0897* NAVD 88     -       149.565  (meters)     490.70   (feet)  ADJUSTED  
 FG0897  ___________________________________________________________________
 FG0897  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FG0897  DYNAMIC HT  -         149.425 (meters)     490.24  (feet)  COMP
 FG0897  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FG0897
 FG0897  VERT ORDER  -  SECOND    CLASS 0
 FG0897
 FG0897.The horizontal coordinates were scaled from a topographic map and have
 FG0897.an estimated accuracy of +/- 6 seconds.
 FG0897
 FG0897.The orthometric height was determined by differential leveling
 FG0897.and adjusted by the National Geodetic Survey in June 1991..
 FG0897
 FG0897.The geoid height was determined by GEOID03.
 FG0897
 FG0897.The dynamic height is computed by dividing the NAVD 88
 FG0897.geopotential number by the normal gravity value computed on the
 FG0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0897.degrees latitude (g = 980.6199 gals.).
 FG0897
 FG0897.The modeled gravity was interpolated from observed gravity values.
 FG0897
 FG0897;                    North         East    Units  Estimated Accuracy
 FG0897;SPC AR N     -   131,980.      281,310.      MT  (+/- 180 meters Scaled)
 FG0897
 FG0897                          SUPERSEDED SURVEY CONTROL
 FG0897
 FG0897  NGVD 29 (??/??/92)  149.53   (m)          490.6    (f) COMPUTED    2 0
 FG0897
 FG0897.Superseded values are not recommended for survey control.
 FG0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0897.See file dsdata.txt to determine how the superseded data were derived.
 FG0897
 FG0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV720302(NAD 83)
 FG0897_MARKER: Z = SEE DESCRIPTION
 FG0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0897_SP_SET: BRIDGE
 FG0897_STAMPING: U.S.B.M.490.3
 FG0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0897
 FG0897  HISTORY     - Date     Condition        Report By
 FG0897  HISTORY     - UNK      MONUMENTED       USGS
 FG0897  HISTORY     - 1935     GOOD             NGS
 FG0897
 FG0897                          STATION DESCRIPTION
 FG0897
 FG0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0897'1.3 MI E FROM HAGARVILLE.
 FG0897'ABOUT 1.3 MILES EAST ALONG THE HAGARVILLE-HOWARD SCHOOL ROAD FROM THE
 FG0897'C.E. MORRIS RESIDENCE AT HAGARVILLE, JOHNSON COUNTY, ON A BRIDGE.  A
 FG0897'PAINTED SQUARE, MARKED USBM 490.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0708 ***********************************************************************
 FF0708  DESIGNATION -  5
 FF0708  PID         -  FF0708
 FF0708  STATE/COUNTY-  AR/ST FRANCIS
 FF0708  USGS QUAD   -  FORREST CITY (1976)
 FF0708
 FF0708                         *CURRENT SURVEY CONTROL
 FF0708  ___________________________________________________________________
 FF0708* NAD 83(1986)-  35 00 28.     (N)    090 47 07.     (W)     SCALED    
 FF0708* NAVD 88     -        85.003  (meters)     278.88   (feet)  ADJUSTED  
 FF0708  ___________________________________________________________________
 FF0708  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0708  DYNAMIC HT  -          84.926 (meters)     278.63  (feet)  COMP
 FF0708  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FF0708
 FF0708  VERT ORDER  -  FIRST     CLASS II
 FF0708
 FF0708.The horizontal coordinates were scaled from a topographic map and have
 FF0708.an estimated accuracy of +/- 6 seconds.
 FF0708
 FF0708.The orthometric height was determined by differential leveling
 FF0708.and adjusted by the National Geodetic Survey in June 1991..
 FF0708
 FF0708.The geoid height was determined by GEOID03.
 FF0708
 FF0708.The dynamic height is computed by dividing the NAVD 88
 FF0708.geopotential number by the normal gravity value computed on the
 FF0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0708.degrees latitude (g = 980.6199 gals.).
 FF0708
 FF0708.The modeled gravity was interpolated from observed gravity values.
 FF0708
 FF0708;                    North         East    Units  Estimated Accuracy
 FF0708;SPC AR N     -    75,510.      510,880.      MT  (+/- 180 meters Scaled)
 FF0708
 FF0708                          SUPERSEDED SURVEY CONTROL
 FF0708
 FF0708  NGVD 29 (??/??/??)   84.985  (m)          278.82   (f) ADJUSTED    1 2
 FF0708
 FF0708.Superseded values are not recommended for survey control.
 FF0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0708.See file dsdata.txt to determine how the superseded data were derived.
 FF0708
 FF0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU020761(NAD 83)
 FF0708_MARKER: Z = SEE DESCRIPTION
 FF0708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0708_SP_SET: DOOR
 FF0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0708
 FF0708  HISTORY     - Date     Condition        Report By
 FF0708  HISTORY     - UNK      MONUMENTED       RIRR
 FF0708  HISTORY     - 1935     GOOD             CGS
 FF0708  HISTORY     - 20030603 MARK NOT FOUND   USACE
 FF0708
 FF0708                          STATION DESCRIPTION
 FF0708
 FF0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0708'AT FORREST CITY.
 FF0708'AT FORREST CITY, ST. FRANCIS COUNTY, AT THE CHICAGO, ROCK ISLAND
 FF0708'AND PACIFIC RAILWAY PASSENGER STATION, ON THE IRON CASTING ON
 FF0708'THE SILL OF THE WHITE WAITING-ROOM DOOR, 18 INCHES EAST OF THE
 FF0708'WEST END OF THE CASTING, 4 INCHES SOUTH OF THE NORTH EDGE,
 FF0708'AND APPROXIMATELY ON THE 5 OF 1885.  AN UNMARKED POINT.
 FF0708
 FF0708                          STATION RECOVERY (2003)
 FF0708
 FF0708'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1528 ***********************************************************************
 FF1528  DESIGNATION -  5 B
 FF1528  PID         -  FF1528
 FF1528  STATE/COUNTY-  AR/WHITE
 FF1528  USGS QUAD   -  LETONA (1962)
 FF1528
 FF1528                         *CURRENT SURVEY CONTROL
 FF1528  ___________________________________________________________________
 FF1528* NAD 83(1997)-  35 15 30.46606(N)    091 51 32.78360(W)     ADJUSTED  
 FF1528* NAVD 88     -        97.452  (meters)     319.72   (feet)  ADJUSTED  
 FF1528  ___________________________________________________________________
 FF1528  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FF1528  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF1528  DYNAMIC HT  -          97.364 (meters)     319.44  (feet)  COMP
 FF1528  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 FF1528
 FF1528  HORZ ORDER  -  THIRD
 FF1528  VERT ORDER  -  SECOND    CLASS 0
 FF1528
 FF1528.The horizontal coordinates were established by classical geodetic methods
 FF1528.and adjusted by the National Geodetic Survey in September 1999..
 FF1528
 FF1528.The orthometric height was determined by differential leveling
 FF1528.and adjusted by the National Geodetic Survey in June 1991..
 FF1528
 FF1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1528
 FF1528.The geoid height was determined by GEOID03.
 FF1528
 FF1528.The dynamic height is computed by dividing the NAVD 88
 FF1528.geopotential number by the normal gravity value computed on the
 FF1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1528.degrees latitude (g = 980.6199 gals.).
 FF1528
 FF1528.The modeled gravity was interpolated from observed gravity values.
 FF1528
 FF1528;                    North         East     Units Scale Factor Converg.
 FF1528;SPC AR N     -   102,644.285   412,820.710   MT  0.99995200   +0 04 55.1
 FF1528;SPC AR N     -   336,758.79  1,354,395.95   sFT  0.99995200   +0 04 55.1
 FF1528;UTM  15      - 3,902,302.738   603,782.299   MT  0.99973274   +0 39 31.2
 FF1528
 FF1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1528!SPC AR N     -   0.99998900  x   0.99995200  =   0.99994100
 FF1528!UTM  15      -   0.99998900  x   0.99973274  =   0.99972175
 FF1528
 FF1528:                Primary Azimuth Mark                     Grid Az
 FF1528:SPC AR N     -  5 B AZ MK                                094 00 21.0
 FF1528:UTM  15      -  5 B AZ MK                                093 25 44.9
 FF1528
 FF1528|---------------------------------------------------------------------|
 FF1528| PID    Reference Object                     Distance      Geod. Az  |
 FF1528|                                                           dddmmss.s |
 FF1528| FF1527 5 B AZ MK                                          0940516.1 |
 FF1528| FF1867 SEARCY MORRIS SCH FOR BOYS TK       APPROX. 1.9 KM 3412955.4 |
 FF1528|---------------------------------------------------------------------|
 FF1528
 FF1528                          SUPERSEDED SURVEY CONTROL
 FF1528
 FF1528  NAD 83(1986)-  35 15 30.47626(N)    091 51 32.78430(W) AD(       ) 3
 FF1528  NGVD 29 (??/??/??)   97.402  (m)          319.56   (f) ADJUSTED    2 0
 FF1528
 FF1528.Superseded values are not recommended for survey control.
 FF1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1528.See file dsdata.txt to determine how the superseded data were derived.
 FF1528
 FF1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0378202303(NAD 83)
 FF1528_MARKER: DD = SURVEY DISK
 FF1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1528_STAMPING: 5B
 FF1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1528+STABILITY: SURFACE MOTION
 FF1528
 FF1528  HISTORY     - Date     Condition        Report By
 FF1528  HISTORY     - UNK      MONUMENTED       USAF
 FF1528  HISTORY     - 1962     GOOD             CGS
 FF1528  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FF1528
 FF1528                          STATION DESCRIPTION
 FF1528
 FF1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1528'7.2 MI W FROM SEARCY.
 FF1528'0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE AT SEARCY,
 FF1528'THENCE 6.85 MILES WEST ALONG STATE HIGHWAY 36, THENCE 0.15 MILE
 FF1528'NORTH ALONG A PAVED ROAD, ABOUT 975 FEET WEST OF THE SILO, SET
 FF1528'IN TOP OF A CYLINDRICAL CONCRETE POST PROJECTING ABOUT 5 FEET.
 FF1528
 FF1528                          STATION RECOVERY (1988)
 FF1528
 FF1528'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1527 ***********************************************************************
 FF1527  DESIGNATION -  5 B AZ MK
 FF1527  PID         -  FF1527
 FF1527  STATE/COUNTY-  AR/WHITE
 FF1527  USGS QUAD   -  LETONA (1962)
 FF1527
 FF1527                         *CURRENT SURVEY CONTROL
 FF1527  ___________________________________________________________________
 FF1527* NAD 83(1986)-  35 15 28.     (N)    091 51 19.     (W)     SCALED    
 FF1527* NAVD 88     -        88.058  (meters)     288.90   (feet)  ADJUSTED  
 FF1527  ___________________________________________________________________
 FF1527  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF1527  DYNAMIC HT  -          87.979 (meters)     288.64  (feet)  COMP
 FF1527  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FF1527
 FF1527  VERT ORDER  -  SECOND    CLASS 0
 FF1527
 FF1527.The horizontal coordinates were scaled from a topographic map and have
 FF1527.an estimated accuracy of +/- 6 seconds.
 FF1527
 FF1527.The orthometric height was determined by differential leveling
 FF1527.and adjusted by the National Geodetic Survey in June 1991..
 FF1527
 FF1527.The geoid height was determined by GEOID03.
 FF1527
 FF1527.The dynamic height is computed by dividing the NAVD 88
 FF1527.geopotential number by the normal gravity value computed on the
 FF1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1527.degrees latitude (g = 980.6199 gals.).
 FF1527
 FF1527.The modeled gravity was interpolated from observed gravity values.
 FF1527
 FF1527;                    North         East    Units  Estimated Accuracy
 FF1527;SPC AR N     -   102,570.      413,170.      MT  (+/- 180 meters Scaled)
 FF1527
 FF1527                          SUPERSEDED SURVEY CONTROL
 FF1527
 FF1527  NGVD 29 (??/??/??)   88.009  (m)          288.74   (f) ADJUSTED    2 0
 FF1527
 FF1527.Superseded values are not recommended for survey control.
 FF1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1527.See file dsdata.txt to determine how the superseded data were derived.
 FF1527
 FF1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV041022(NAD 83)
 FF1527_MARKER: DZ = AZIMUTH MARK DISK
 FF1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1527_STAMPING: 5B 1962
 FF1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1527+STABILITY: SURFACE MOTION
 FF1527
 FF1527  HISTORY     - Date     Condition        Report By
 FF1527  HISTORY     - 1962     MONUMENTED       CGS
 FF1527  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FF1527
 FF1527                          STATION DESCRIPTION
 FF1527
 FF1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1527'7.2 MI W FROM SEARCY.
 FF1527'0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE AT SEARCY,
 FF1527'THENCE 6.85 MILES WEST ALONG STATE HIGHWAY 36, THENCE 0.2 MILE
 FF1527'NORTH ALONG A PAVED ROAD, SET IN TOP OF A SQUARE CONCRETE POST
 FF1527'PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 FF1527
 FF1527                          STATION RECOVERY (1988)
 FF1527
 FF1527'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0261 ***********************************************************************
 EJ0261  DESIGNATION -  50
 EJ0261  PID         -  EJ0261
 EJ0261  STATE/COUNTY-  AR/PULASKI
 EJ0261  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0261
 EJ0261                         *CURRENT SURVEY CONTROL
 EJ0261  ___________________________________________________________________
 EJ0261* NAD 83(1986)-  34 45 19.     (N)    092 17 51.     (W)     SCALED    
 EJ0261* NAVD 88     -        80.908  (meters)     265.45   (feet)  ADJUSTED  
 EJ0261  ___________________________________________________________________
 EJ0261  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0261  DYNAMIC HT  -          80.833 (meters)     265.20  (feet)  COMP
 EJ0261  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 EJ0261
 EJ0261  VERT ORDER  -  SECOND    CLASS 0
 EJ0261
 EJ0261.The horizontal coordinates were scaled from a topographic map and have
 EJ0261.an estimated accuracy of +/- 6 seconds.
 EJ0261
 EJ0261.The orthometric height was determined by differential leveling
 EJ0261.and adjusted by the National Geodetic Survey in June 1991..
 EJ0261
 EJ0261.The geoid height was determined by GEOID03.
 EJ0261
 EJ0261.The dynamic height is computed by dividing the NAVD 88
 EJ0261.geopotential number by the normal gravity value computed on the
 EJ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0261.degrees latitude (g = 980.6199 gals.).
 EJ0261
 EJ0261.The modeled gravity was interpolated from observed gravity values.
 EJ0261
 EJ0261;                    North         East    Units  Estimated Accuracy
 EJ0261;SPC AR S     -   631,700.      372,760.      MT  (+/- 180 meters Scaled)
 EJ0261
 EJ0261                          SUPERSEDED SURVEY CONTROL
 EJ0261
 EJ0261  NGVD 29 (??/??/92)   80.957  (m)          265.61   (f) ADJ UNCH    2 0
 EJ0261
 EJ0261.Superseded values are not recommended for survey control.
 EJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0261.See file dsdata.txt to determine how the superseded data were derived.
 EJ0261
 EJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU642461(NAD 83)
 EJ0261_MARKER: DB = BENCH MARK DISK
 EJ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0261+STABILITY: SURFACE MOTION
 EJ0261
 EJ0261  HISTORY     - Date     Condition        Report By
 EJ0261  HISTORY     - UNK      MONUMENTED       CGS
 EJ0261  HISTORY     - 1935     GOOD             NGS
 EJ0261  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0261  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0261  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0261
 EJ0261                          STATION DESCRIPTION
 EJ0261
 EJ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0261'IN LITTLE ROCK.
 EJ0261'AT WEST END OF LITTLE ROCK.  ABOUT 0.2 MI. N.W. OF HWY. NO. 10 VIADUCT
 EJ0261'OVER C.R.I. AND P.R.R.  225 FT. S. OF M.P. 140-25.  60 FT. S.W. OF
 EJ0261'CENTER LINE OF R.R. AT ROAD CROSSING.  22 FT. N.E. OF CENTER LINE OF
 EJ0261'HWY.  NO. 10.  19 FT. S.E. OF CENTER LINE OF DIRT ROAD.
 EJ0261
 EJ0261                          STATION RECOVERY (1984)
 EJ0261
 EJ0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0261'MARK NOT FOUND.
 EJ0261
 EJ0261                          STATION RECOVERY (1988)
 EJ0261
 EJ0261'RECOVERY NOTE BY US POWER SQUADRON 1988 (RRB)
 EJ0261'MARK NOT FOUND.
 EJ0261
 EJ0261                          STATION RECOVERY (1989)
 EJ0261
 EJ0261'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1197 ***********************************************************************
 FG1197  DESIGNATION -  51
 FG1197  PID         -  FG1197
 FG1197  STATE/COUNTY-  AR/FRANKLIN
 FG1197  USGS QUAD   -  OZARK (1993)
 FG1197
 FG1197                         *CURRENT SURVEY CONTROL
 FG1197  ___________________________________________________________________
 FG1197* NAD 83(1997)-  35 29 05.88110(N)    093 49 32.21489(W)     ADJUSTED  
 FG1197* NAVD 88     -       116.212  (meters)     381.27   (feet)  ADJUSTED  
 FG1197  ___________________________________________________________________
 FG1197  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 FG1197  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FG1197  DYNAMIC HT  -         116.106 (meters)     380.92  (feet)  COMP
 FG1197  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 FG1197
 FG1197  HORZ ORDER  -  SECOND
 FG1197  VERT ORDER  -  FIRST     CLASS II
 FG1197
 FG1197.The horizontal coordinates were established by classical geodetic methods
 FG1197.and adjusted by the National Geodetic Survey in September 1999..
 FG1197
 FG1197.The orthometric height was determined by differential leveling
 FG1197.and adjusted by the National Geodetic Survey in June 1991..
 FG1197
 FG1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1197
 FG1197.The geoid height was determined by GEOID03.
 FG1197
 FG1197.The dynamic height is computed by dividing the NAVD 88
 FG1197.geopotential number by the normal gravity value computed on the
 FG1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1197.degrees latitude (g = 980.6199 gals.).
 FG1197
 FG1197.The modeled gravity was interpolated from observed gravity values.
 FG1197
 FG1197;                    North         East     Units Scale Factor Converg.
 FG1197;SPC AR N     -   129,299.427   234,352.041   MT  0.99993743   -1 03 44.4
 FG1197;SPC AR N     -   424,209.87    768,869.99   sFT  0.99993743   -1 03 44.4
 FG1197;UTM  15      - 3,927,139.453   425,107.593   MT  0.99966912   -0 28 45.4
 FG1197
 FG1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1197!SPC AR N     -   0.99998635  x   0.99993743  =   0.99992378
 FG1197!UTM  15      -   0.99998635  x   0.99966912  =   0.99965547
 FG1197
 FG1197                          SUPERSEDED SURVEY CONTROL
 FG1197
 FG1197  NAD 83(1997)-  35 29 05.89173(N)    093 49 32.21310(W) AD(       ) 2
 FG1197  NAD 83(1986)-  35 29 05.89142(N)    093 49 32.20925(W) AD(       ) 2
 FG1197  NAD 27      -  35 29 05.58477(N)    093 49 31.49735(W) AD(       ) 2
 FG1197  NGVD 29 (??/??/92)  116.166  (m)          381.12   (f) ADJ UNCH    1 2
 FG1197
 FG1197.Superseded values are not recommended for survey control.
 FG1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1197.See file dsdata.txt to determine how the superseded data were derived.
 FG1197
 FG1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2510827139(NAD 83)
 FG1197_MARKER: DD = SURVEY DISK
 FG1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1197_STAMPING: U.S.E. NO. 51
 FG1197_MARK LOGO: USE   
 FG1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1197+STABILITY: SURFACE MOTION
 FG1197
 FG1197  HISTORY     - Date     Condition        Report By
 FG1197  HISTORY     - 1971     MONUMENTED       USE
 FG1197  HISTORY     - 1934     GOOD             NGS
 FG1197  HISTORY     - 1959     GOOD             NGS
 FG1197  HISTORY     - 1984     GOOD             NGS
 FG1197  HISTORY     - 1989     GOOD             USPSQD
 FG1197  HISTORY     - 1990     GOOD             USPSQD
 FG1197
 FG1197                          STATION DESCRIPTION
 FG1197
 FG1197'DESCRIBED BY US ENGINEERS 1971 (ILC)
 FG1197'51 (USE) IS A BRONZE DISK OF THE U. S. CORPS OF ENGINEERS, STAMPED
 FG1197'51, SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 FG1197'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 24.7 FEET NORTH OF
 FG1197'THE NORTH RAIL OF A RAILROAD TRACK AND 23.0 FEET EAST OF THE
 FG1197'SOUTHWEST CORNER OF THE RAILROAD DEPOT.
 FG1197'
 FG1197'THE MARK IS LOCATED ON THE SOUTH SIDE OF THE RAILROAD DEPOT IN OZARK.
 FG1197'
 FG1197'A GEODIMETER TRAVERSE WAS MADE FROM TRIANGULATION STATION MANITOU
 FG1197'1940, THE DISTANCE 4900.988 METERS EAST-NORTHEAST OF STATION MANITOU
 FG1197'1940.
 FG1197
 FG1197                          STATION RECOVERY (1934)
 FG1197
 FG1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG1197'IN OZARK.
 FG1197'TABLET SET IN CONCRETE POST, IN OZARK, 27.1 FEET NORTH OF CENTERLINE
 FG1197'OF MISSOURI, PACIFIC R.R.  23.1 FEET EAST OF SOUTHWEST CORNER OF
 FG1197'RAILROAD STATION.  6.7 FEET WEST OF WHITE WAITING ROOM DOOR. CIRCULAR
 FG1197'CONCRETE POST SET CORNER OF SET-BACK IN THE BUILDING.  A CORP OF U.S.
 FG1197'ARMY ENGINEERS STANDARD DISK SET IN CIRCULAR CONCRETE POST.
 FG1197
 FG1197                          STATION RECOVERY (1959)
 FG1197
 FG1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1197'RECOVERED IN GOOD CONDITION.
 FG1197
 FG1197                          STATION RECOVERY (1984)
 FG1197
 FG1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1197'RECOVERED IN GOOD CONDITION.  LOCATED IN THE CORNER OF AN OFFSET IN
 FG1197'THE RAILROAD STATION BUILDING.
 FG1197
 FG1197                          STATION RECOVERY (1989)
 FG1197
 FG1197'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1197'RECOVERED IN GOOD CONDITION.
 FG1197
 FG1197                          STATION RECOVERY (1990)
 FG1197
 FG1197'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1454 ***********************************************************************
 EH1454  DESIGNATION -  51 W
 EH1454  PID         -  EH1454
 EH1454  STATE/COUNTY-  AR/ARKANSAS
 EH1454  USGS QUAD   -  DE WITT (1968)
 EH1454
 EH1454                         *CURRENT SURVEY CONTROL
 EH1454  ___________________________________________________________________
 EH1454* NAD 83(1986)-  34 18 44.     (N)    091 17 46.     (W)     SCALED    
 EH1454* NAVD 88     -        60.672  (meters)     199.05   (feet)  ADJUSTED  
 EH1454  ___________________________________________________________________
 EH1454  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1454  DYNAMIC HT  -          60.613 (meters)     198.86  (feet)  COMP
 EH1454  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 EH1454
 EH1454  VERT ORDER  -  SECOND    CLASS 0
 EH1454
 EH1454.The horizontal coordinates were scaled from a topographic map and have
 EH1454.an estimated accuracy of +/- 6 seconds.
 EH1454
 EH1454.The orthometric height was determined by differential leveling
 EH1454.and adjusted by the National Geodetic Survey in August 1993..
 EH1454
 EH1454.The geoid height was determined by GEOID03.
 EH1454
 EH1454.The dynamic height is computed by dividing the NAVD 88
 EH1454.geopotential number by the normal gravity value computed on the
 EH1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1454.degrees latitude (g = 980.6199 gals.).
 EH1454
 EH1454.The modeled gravity was interpolated from observed gravity values.
 EH1454
 EH1454;                    North         East    Units  Estimated Accuracy
 EH1454;SPC AR S     -   582,740.      464,790.      MT  (+/- 180 meters Scaled)
 EH1454
 EH1454                          SUPERSEDED SURVEY CONTROL
 EH1454
 EH1454  NGVD 29 (??/??/??)   60.752  (m)          199.32   (f) ADJUSTED    2 0
 EH1454
 EH1454.Superseded values are not recommended for survey control.
 EH1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1454.See file dsdata.txt to determine how the superseded data were derived.
 EH1454
 EH1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT567980(NAD 83)
 EH1454_MARKER: DD = SURVEY DISK
 EH1454_SETTING: 0 = UNSPECIFIED SETTING
 EH1454_STAMPING: 51 W 1929
 EH1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1454
 EH1454  HISTORY     - Date     Condition        Report By
 EH1454  HISTORY     - 1929     MONUMENTED       USGS
 EH1454  HISTORY     - 1935     GOOD             CGS
 EH1454  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1454
 EH1454                          STATION DESCRIPTION
 EH1454
 EH1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1454'2.8 MI NE FROM DEWITT.
 EH1454'2.8 MILES NORTHEAST OF, ALONG ST. HWY. NO. 1, FROM COURTHOUSE.  ABOUT
 EH1454'200 FEET SOUTHEAST OF FORKS OF LAGURE SCHOOL.  31 FEET SOUTH OF
 EH1454'CENTERLINE OF ST. HWY. NO. 1.  15 FEET EAST OF CENTERLINE OF
 EH1454'NORTH-SOUTH DIRT ROAD CROSSING. 7 FEET SOUTH OF NORTHWEST CORNER OF
 EH1454'FENCE.
 EH1454
 EH1454                          STATION RECOVERY (1954)
 EH1454
 EH1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1455 ***********************************************************************
 EH1455  DESIGNATION -  52 W
 EH1455  PID         -  EH1455
 EH1455  STATE/COUNTY-  AR/ARKANSAS
 EH1455  USGS QUAD   -  DE WITT (1968)
 EH1455
 EH1455                         *CURRENT SURVEY CONTROL
 EH1455  ___________________________________________________________________
 EH1455* NAD 83(1986)-  34 19 36.     (N)    091 15 38.     (W)     SCALED    
 EH1455* NAVD 88     -        57.935  (meters)     190.08   (feet)  ADJUSTED  
 EH1455  ___________________________________________________________________
 EH1455  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1455  DYNAMIC HT  -          57.879 (meters)     189.89  (feet)  COMP
 EH1455  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 EH1455
 EH1455  VERT ORDER  -  SECOND    CLASS 0
 EH1455
 EH1455.The horizontal coordinates were scaled from a topographic map and have
 EH1455.an estimated accuracy of +/- 6 seconds.
 EH1455
 EH1455.The orthometric height was determined by differential leveling
 EH1455.and adjusted by the National Geodetic Survey in August 1993..
 EH1455
 EH1455.The geoid height was determined by GEOID03.
 EH1455
 EH1455.The dynamic height is computed by dividing the NAVD 88
 EH1455.geopotential number by the normal gravity value computed on the
 EH1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1455.degrees latitude (g = 980.6199 gals.).
 EH1455
 EH1455.The modeled gravity was interpolated from observed gravity values.
 EH1455
 EH1455;                    North         East    Units  Estimated Accuracy
 EH1455;SPC AR S     -   584,360.      468,050.      MT  (+/- 180 meters Scaled)
 EH1455
 EH1455                          SUPERSEDED SURVEY CONTROL
 EH1455
 EH1455  NGVD 29 (??/??/??)   58.006  (m)          190.31   (f) ADJUSTED    2 0
 EH1455
 EH1455.Superseded values are not recommended for survey control.
 EH1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1455.See file dsdata.txt to determine how the superseded data were derived.
 EH1455
 EH1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT600997(NAD 83)
 EH1455_MARKER: DD = SURVEY DISK
 EH1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1455_STAMPING: 52 W 1929
 EH1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1455+STABILITY: SURFACE MOTION
 EH1455
 EH1455  HISTORY     - Date     Condition        Report By
 EH1455  HISTORY     - 1929     MONUMENTED       USGS
 EH1455  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1455  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1455
 EH1455                          STATION DESCRIPTION
 EH1455
 EH1455'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH1455'5.5 MI NE FROM DEWITT.
 EH1455'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE COUNTY COURTHOUSE
 EH1455'AT DEWITT, ARKANSAS COUNTY, 84FEET NORTHEAST OF THE NORTHEAST CORNER
 EH1455'OF THE CENTER SCHOOL, 36 FEET WEST OF THE CENTER OF A NORTH-AND-SOUTH
 EH1455'DIRT-ROAD CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EH1455'AND 16.4 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED 52 W 1929 AND
 EH1455'SET IN THE TOP OF A CONCRETE POST.
 EH1455
 EH1455                          STATION RECOVERY (1976)
 EH1455
 EH1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0818 ***********************************************************************
 EJ0818  DESIGNATION -  523
 EJ0818  PID         -  EJ0818
 EJ0818  STATE/COUNTY-  AR/GARLAND
 EJ0818  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ0818
 EJ0818                         *CURRENT SURVEY CONTROL
 EJ0818  ___________________________________________________________________
 EJ0818* NAD 83(1986)-  34 35 57.     (N)    092 57 07.     (W)     SCALED    
 EJ0818* NAVD 88     -       159.793  (meters)     524.25   (feet)  ADJUSTED  
 EJ0818  ___________________________________________________________________
 EJ0818  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ0818  DYNAMIC HT  -         159.637 (meters)     523.74  (feet)  COMP
 EJ0818  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 EJ0818
 EJ0818  VERT ORDER  -  SECOND    CLASS 0
 EJ0818
 EJ0818.The horizontal coordinates were scaled from a topographic map and have
 EJ0818.an estimated accuracy of +/- 6 seconds.
 EJ0818
 EJ0818.The orthometric height was determined by differential leveling
 EJ0818.and adjusted by the National Geodetic Survey in June 1991..
 EJ0818
 EJ0818.The geoid height was determined by GEOID03.
 EJ0818
 EJ0818.The dynamic height is computed by dividing the NAVD 88
 EJ0818.geopotential number by the normal gravity value computed on the
 EJ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0818.degrees latitude (g = 980.6199 gals.).
 EJ0818
 EJ0818.The modeled gravity was interpolated from observed gravity values.
 EJ0818
 EJ0818;                    North         East    Units  Estimated Accuracy
 EJ0818;SPC AR S     -   614,750.      312,680.      MT  (+/- 180 meters Scaled)
 EJ0818
 EJ0818                          SUPERSEDED SURVEY CONTROL
 EJ0818
 EJ0818  NGVD 29 (??/??/92)  159.791  (m)          524.25   (f) ADJ UNCH    2 0
 EJ0818
 EJ0818.Superseded values are not recommended for survey control.
 EJ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0818.See file dsdata.txt to determine how the superseded data were derived.
 EJ0818
 EJ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU044285(NAD 83)
 EJ0818_MARKER: DD = SURVEY DISK
 EJ0818_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0818_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ0818_STAMPING: 523 FT
 EJ0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0818
 EJ0818  HISTORY     - Date     Condition        Report By
 EJ0818  HISTORY     - UNK      MONUMENTED       CGS
 EJ0818  HISTORY     - 1935     GOOD             USGS
 EJ0818
 EJ0818                          STATION DESCRIPTION
 EJ0818
 EJ0818'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 EJ0818'8.9 MI NE FROM HOT SPRINGS.
 EJ0818'8.9 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE HOKE SMITH MONUMENT
 EJ0818'AT HOT SPRINGS, GARLAND COUNTY, AT A ROAD JUNCTION, 110 FEET NORTH OF
 EJ0818'THE CENTER LINE OF THE HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF THE
 EJ0818'SIDE ROAD, AT SUNSET INN, 15 FEET NORTH OF THE NORTH WALL OF THE INN,
 EJ0818'4 FEET EAST OF A 12-INCH PINE TREE, AND ABOUT 1 FOOT HIGHER THAN THE
 EJ0818'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 523
 EJ0818'FT AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0889 ***********************************************************************
 FG0889  DESIGNATION -  528.4
 FG0889  PID         -  FG0889
 FG0889  STATE/COUNTY-  AR/POPE
 FG0889  USGS QUAD   -  TREAT (1980)
 FG0889
 FG0889                         *CURRENT SURVEY CONTROL
 FG0889  ___________________________________________________________________
 FG0889* NAD 83(1986)-  35 31 07.     (N)    093 12 19.     (W)     SCALED    
 FG0889* NAVD 88     -       191.675  (meters)     628.85   (feet)  ADJUSTED  
 FG0889  ___________________________________________________________________
 FG0889  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FG0889  DYNAMIC HT  -         191.491 (meters)     628.25  (feet)  COMP
 FG0889  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 FG0889
 FG0889  VERT ORDER  -  SECOND    CLASS 0
 FG0889
 FG0889.The horizontal coordinates were scaled from a topographic map and have
 FG0889.an estimated accuracy of +/- 6 seconds.
 FG0889
 FG0889.The orthometric height was determined by differential leveling
 FG0889.and adjusted by the National Geodetic Survey in June 1991..
 FG0889
 FG0889.The geoid height was determined by GEOID03.
 FG0889
 FG0889.The dynamic height is computed by dividing the NAVD 88
 FG0889.geopotential number by the normal gravity value computed on the
 FG0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0889.degrees latitude (g = 980.6199 gals.).
 FG0889
 FG0889.The modeled gravity was interpolated from observed gravity values.
 FG0889
 FG0889;                    North         East    Units  Estimated Accuracy
 FG0889;SPC AR N     -   132,170.      290,680.      MT  (+/- 180 meters Scaled)
 FG0889
 FG0889                          SUPERSEDED SURVEY CONTROL
 FG0889
 FG0889  NGVD 29 (??/??/92)  191.626  (m)          628.69   (f) ADJ UNCH    2 0
 FG0889
 FG0889.Superseded values are not recommended for survey control.
 FG0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0889.See file dsdata.txt to determine how the superseded data were derived.
 FG0889
 FG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV813305(NAD 83)
 FG0889_MARKER: R = RIVET
 FG0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0889_SP_SET: STUMP
 FG0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0889
 FG0889  HISTORY     - Date     Condition        Report By
 FG0889  HISTORY     - UNK      MONUMENTED       USGS
 FG0889  HISTORY     - 1935     GOOD             NGS
 FG0889
 FG0889                          STATION DESCRIPTION
 FG0889
 FG0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0889'7.4 MI E FROM HAGARVILLE.
 FG0889'IN POPE COUNTY, ABOUT 7.4 MILES EAST ALONG THE HAGARVILLE-HOWARD
 FG0889'SCHOOL ROAD FROM THE C.E. MORRIS RESIDENCE AT HAGARVILLE, JOHNSON
 FG0889'COUNTY, 96 FEET NORTH OF BENCH MARK S 85, AND IN A STUMP.  A RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2054 ***********************************************************************
 EH2054  DESIGNATION -  54
 EH2054  PID         -  EH2054
 EH2054  STATE/COUNTY-  AR/PRAIRIE
 EH2054  USGS QUAD   -  HICKORY PLAINS (1994)
 EH2054
 EH2054                         *CURRENT SURVEY CONTROL
 EH2054  ___________________________________________________________________
 EH2054* NAD 83(1986)-  34 55 42.     (N)    091 44 50.     (W)     SCALED    
 EH2054* NAVD 88     -        74.946  (meters)     245.89   (feet)  ADJUSTED  
 EH2054  ___________________________________________________________________
 EH2054  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EH2054  DYNAMIC HT  -          74.877 (meters)     245.66  (feet)  COMP
 EH2054  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 EH2054
 EH2054  VERT ORDER  -  FIRST     CLASS II
 EH2054
 EH2054.The horizontal coordinates were scaled from a topographic map and have
 EH2054.an estimated accuracy of +/- 6 seconds.
 EH2054
 EH2054.The orthometric height was determined by differential leveling
 EH2054.and adjusted by the National Geodetic Survey in June 1991..
 EH2054
 EH2054.The geoid height was determined by GEOID03.
 EH2054
 EH2054.The dynamic height is computed by dividing the NAVD 88
 EH2054.geopotential number by the normal gravity value computed on the
 EH2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2054.degrees latitude (g = 980.6199 gals.).
 EH2054
 EH2054.The modeled gravity was interpolated from observed gravity values.
 EH2054
 EH2054;                    North         East    Units  Estimated Accuracy
 EH2054;SPC AR S     -   650,890.      423,100.      MT  (+/- 180 meters Scaled)
 EH2054
 EH2054                          SUPERSEDED SURVEY CONTROL
 EH2054
 EH2054  NGVD 29 (??/??/??)   74.952  (m)          245.91   (f) ADJUSTED    1 2
 EH2054
 EH2054.Superseded values are not recommended for survey control.
 EH2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2054.See file dsdata.txt to determine how the superseded data were derived.
 EH2054
 EH2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU144658(NAD 83)
 EH2054_MARKER: DD = SURVEY DISK
 EH2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2054_STAMPING: TRAV STA 54
 EH2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2054+STABILITY: SURFACE MOTION
 EH2054
 EH2054  HISTORY     - Date     Condition        Report By
 EH2054  HISTORY     - UNK      MONUMENTED       DOD
 EH2054  HISTORY     - 1967     GOOD             CGS
 EH2054  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH2054
 EH2054                          STATION DESCRIPTION
 EH2054
 EH2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2054'4.9 MI S FROM HICKORY PLAINS.
 EH2054'FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY PLAINS, GO
 EH2054'SOUTH ON STATE HIGHWAY 13 FOR 4.9 MILES TO THE OLD PLAINVIEW SCHOOL
 EH2054'AND THE MARK ON THE RIGHT, 125 FEET WEST OF THE CENTER OF STATE
 EH2054'HIGHWAY 13, 84 FEET WEST-SOUTHWEST OF A POWERLINE POLE, 4 FEET EAST OF
 EH2054'THE SOUTHEAST CORNER OF THE FOUNDATION OF THE OLD PLAINVIEW SCHOOL, 2
 EH2054'FEET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH2054'FLUSH WITH THE GROUND SURFACE.
 EH2054
 EH2054                          STATION RECOVERY (2003)
 EH2054
 EH2054'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1027 ***********************************************************************
 FG1027  DESIGNATION -  542.9
 FG1027  PID         -  FG1027
 FG1027  STATE/COUNTY-  AR/POPE
 FG1027  USGS QUAD   -  DOVER (1993)
 FG1027
 FG1027                         *CURRENT SURVEY CONTROL
 FG1027  ___________________________________________________________________
 FG1027* NAD 83(1986)-  35 26 59.     (N)    093 01 25.     (W)     SCALED    
 FG1027* NAVD 88     -       165.536  (meters)     543.10   (feet)  ADJUSTED  
 FG1027  ___________________________________________________________________
 FG1027  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FG1027  DYNAMIC HT  -         165.381 (meters)     542.59  (feet)  COMP
 FG1027  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FG1027
 FG1027  VERT ORDER  -  SECOND    CLASS 0
 FG1027
 FG1027.The horizontal coordinates were scaled from a topographic map and have
 FG1027.an estimated accuracy of +/- 6 seconds.
 FG1027
 FG1027.The orthometric height was determined by differential leveling
 FG1027.and adjusted by the National Geodetic Survey in June 1991..
 FG1027
 FG1027.The geoid height was determined by GEOID03.
 FG1027
 FG1027.The dynamic height is computed by dividing the NAVD 88
 FG1027.geopotential number by the normal gravity value computed on the
 FG1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1027.degrees latitude (g = 980.6199 gals.).
 FG1027
 FG1027.The modeled gravity was interpolated from observed gravity values.
 FG1027
 FG1027;                    North         East    Units  Estimated Accuracy
 FG1027;SPC AR N     -   124,340.      307,080.      MT  (+/- 180 meters Scaled)
 FG1027
 FG1027                          SUPERSEDED SURVEY CONTROL
 FG1027
 FG1027  NGVD 29 (??/??/92)  165.500  (m)          542.98   (f) ADJ UNCH    2 0
 FG1027
 FG1027.Superseded values are not recommended for survey control.
 FG1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1027.See file dsdata.txt to determine how the superseded data were derived.
 FG1027
 FG1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV978229(NAD 83)
 FG1027_MARKER: Q = CHISELED SQUARE
 FG1027_SETTING: 0 = UNSPECIFIED SETTING
 FG1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1027
 FG1027  HISTORY     - Date     Condition        Report By
 FG1027  HISTORY     - UNK      MONUMENTED       USGS
 FG1027  HISTORY     - 1935     GOOD             NGS
 FG1027
 FG1027                          STATION DESCRIPTION
 FG1027
 FG1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1027'1.3 MI E FROM SCOTTSVILLE.
 FG1027'1.3 MILES EAST ALONG STATE HIGHWAY 27 FROM THE CHURCH AT SCOTTSVILLE,
 FG1027'POPE COUNTY, ON A CONCRETE CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0128 ***********************************************************************
 EK0128  DESIGNATION -  544
 EK0128  PID         -  EK0128
 EK0128  STATE/COUNTY-  AR/SEVIER
 EK0128  USGS QUAD   -  DE QUEEN (1966)
 EK0128
 EK0128                         *CURRENT SURVEY CONTROL
 EK0128  ___________________________________________________________________
 EK0128* NAD 83(1986)-  34 07 05.     (N)    094 19 32.     (W)     SCALED    
 EK0128* NAVD 88     -       165.825  (meters)     544.04   (feet)  ADJUSTED  
 EK0128  ___________________________________________________________________
 EK0128  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EK0128  DYNAMIC HT  -         165.657 (meters)     543.49  (feet)  COMP
 EK0128  MODELED GRAV-     979,615.8   (mgal)                       NAVD 88
 EK0128
 EK0128  VERT ORDER  -  FIRST     CLASS II
 EK0128
 EK0128.The horizontal coordinates were scaled from a topographic map and have
 EK0128.an estimated accuracy of +/- 6 seconds.
 EK0128
 EK0128.The orthometric height was determined by differential leveling
 EK0128.and adjusted by the National Geodetic Survey in June 1991..
 EK0128
 EK0128.The geoid height was determined by GEOID03.
 EK0128
 EK0128.The dynamic height is computed by dividing the NAVD 88
 EK0128.geopotential number by the normal gravity value computed on the
 EK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0128.degrees latitude (g = 980.6199 gals.).
 EK0128
 EK0128.The modeled gravity was interpolated from observed gravity values.
 EK0128
 EK0128;                    North         East    Units  Estimated Accuracy
 EK0128;SPC AR S     -   563,410.      185,490.      MT  (+/- 180 meters Scaled)
 EK0128
 EK0128                          SUPERSEDED SURVEY CONTROL
 EK0128
 EK0128  NGVD 29 (??/??/92)  165.800  (m)          543.96   (f) ADJ UNCH    1 2
 EK0128
 EK0128.Superseded values are not recommended for survey control.
 EK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0128.See file dsdata.txt to determine how the superseded data were derived.
 EK0128
 EK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT777760(NAD 83)
 EK0128_MARKER: P = PIPE CAP
 EK0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0128_STAMPING: 544 1908
 EK0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0128
 EK0128  HISTORY     - Date     Condition        Report By
 EK0128  HISTORY     - 1908     MONUMENTED       USGS
 EK0128  HISTORY     - 1962     GOOD             NGS
 EK0128  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0128
 EK0128                          STATION DESCRIPTION
 EK0128
 EK0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0128'6 MI N FROM DE QUEEN.
 EK0128'ON THE INSIDE OF A LONG CURVE, AT THE NORTH END OF A CUT, TO THE
 EK0128'SOUTH OF A FILL, TO SOUTH OF A POINT WHERE THERE ARE SMALL WIRE
 EK0128'GATES ON EACH SIDE OF THE TRACKS, 16 1/2 FEET WEST OF A POLE
 EK0128'WITH LETTERS B M AND 6 1/2 FEET WEST OF A FENCE.  THIS LOCATION
 EK0128'IS NEARER MILEPOST 427 THAN 428.
 EK0128
 EK0128                          STATION RECOVERY (1985)
 EK0128
 EK0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0128'NOT RECOVERED, LEVEL LINE REROUTED ALONG U.S. HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0223 ***********************************************************************
 EJ0223  DESIGNATION -  55
 EJ0223  PID         -  EJ0223
 EJ0223  STATE/COUNTY-  AR/PULASKI
 EJ0223  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0223
 EJ0223                         *CURRENT SURVEY CONTROL
 EJ0223  ___________________________________________________________________
 EJ0223* NAD 83(1986)-  34 44 31.     (N)    092 21 21.     (W)     SCALED    
 EJ0223* NAVD 88     -        95.424  (meters)     313.07   (feet)  ADJUSTED  
 EJ0223  ___________________________________________________________________
 EJ0223  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0223  DYNAMIC HT  -          95.335 (meters)     312.78  (feet)  COMP
 EJ0223  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 EJ0223
 EJ0223  VERT ORDER  -  SECOND    CLASS 0
 EJ0223
 EJ0223.The horizontal coordinates were scaled from a topographic map and have
 EJ0223.an estimated accuracy of +/- 6 seconds.
 EJ0223
 EJ0223.The orthometric height was determined by differential leveling
 EJ0223.and adjusted by the National Geodetic Survey in June 1991..
 EJ0223
 EJ0223.The geoid height was determined by GEOID03.
 EJ0223
 EJ0223.The dynamic height is computed by dividing the NAVD 88
 EJ0223.geopotential number by the normal gravity value computed on the
 EJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0223.degrees latitude (g = 980.6199 gals.).
 EJ0223
 EJ0223.The modeled gravity was interpolated from observed gravity values.
 EJ0223
 EJ0223;                    North         East    Units  Estimated Accuracy
 EJ0223;SPC AR S     -   630,240.      367,420.      MT  (+/- 180 meters Scaled)
 EJ0223
 EJ0223                          SUPERSEDED SURVEY CONTROL
 EJ0223
 EJ0223  NGVD 29 (??/??/92)   95.473  (m)          313.23   (f) ADJ UNCH    2 0
 EJ0223
 EJ0223.Superseded values are not recommended for survey control.
 EJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0223.See file dsdata.txt to determine how the superseded data were derived.
 EJ0223
 EJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU589446(NAD 83)
 EJ0223_MARKER: DB = BENCH MARK DISK
 EJ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0223_STAMPING: STA NO 55
 EJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0223+STABILITY: SURFACE MOTION
 EJ0223
 EJ0223  HISTORY     - Date     Condition        Report By
 EJ0223  HISTORY     - UNK      MONUMENTED       CGS
 EJ0223  HISTORY     - 1935     GOOD             NGS
 EJ0223  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0223  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0223
 EJ0223                          STATION DESCRIPTION
 EJ0223
 EJ0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0223'3.1 MI W FROM LITTLE ROCK.
 EJ0223'3.1 MILES WEST ALONG TWELFTH STREET PIKE FROM THE CHICAGO, ROCK ISLAND
 EJ0223'AND PACIFIC RAILROAD STATION AT LITTLE ROCK, PULASKI COUNTY, 300 FEET
 EJ0223'NORTHWEST OF THE HAYS GROCERY STORE, 60 FEET NORTHEAST OF A WOODEN
 EJ0223'BRIDGE, 39 FEET NORTH OF THE CENTERLINE OF THE PIKE, 24 FEET WEST OF A
 EJ0223'POLE, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED STA NO 55
 EJ0223'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EJ0223'GROUND.
 EJ0223
 EJ0223                          STATION RECOVERY (1989)
 EJ0223
 EJ0223'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0223'MARK NOT FOUND.
 EJ0223
 EJ0223                          STATION RECOVERY (1990)
 EJ0223
 EJ0223'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1209 ***********************************************************************
 FG1209  DESIGNATION -  55
 FG1209  PID         -  FG1209
 FG1209  STATE/COUNTY-  AR/JOHNSON
 FG1209  USGS QUAD   -  HARTMAN (1993)
 FG1209
 FG1209                         *CURRENT SURVEY CONTROL
 FG1209  ___________________________________________________________________
 FG1209* NAD 83(1986)-  35 25 48.     (N)    093 36 54.     (W)     SCALED    
 FG1209* NAVD 88     -       110.242  (meters)     361.69   (feet)  ADJUSTED  
 FG1209  ___________________________________________________________________
 FG1209  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FG1209  DYNAMIC HT  -         110.140 (meters)     361.35  (feet)  COMP
 FG1209  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 FG1209
 FG1209  VERT ORDER  -  FIRST     CLASS II
 FG1209
 FG1209.The horizontal coordinates were scaled from a topographic map and have
 FG1209.an estimated accuracy of +/- 6 seconds.
 FG1209
 FG1209.The orthometric height was determined by differential leveling
 FG1209.and adjusted by the National Geodetic Survey in June 1991..
 FG1209.WARNING-Repeat measurements at this control monument indicate possible
 FG1209.vertical movement.
 FG1209
 FG1209.The geoid height was determined by GEOID03.
 FG1209
 FG1209.The dynamic height is computed by dividing the NAVD 88
 FG1209.geopotential number by the normal gravity value computed on the
 FG1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1209.degrees latitude (g = 980.6199 gals.).
 FG1209
 FG1209.The modeled gravity was interpolated from observed gravity values.
 FG1209
 FG1209;                    North         East    Units  Estimated Accuracy
 FG1209;SPC AR N     -   122,870.      253,360.      MT  (+/- 180 meters Scaled)
 FG1209
 FG1209                          SUPERSEDED SURVEY CONTROL
 FG1209
 FG1209  NGVD 29 (??/??/92)  110.224  (m)          361.63   (f) ADJ UNCH    1 2
 FG1209
 FG1209.Superseded values are not recommended for survey control.
 FG1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1209.See file dsdata.txt to determine how the superseded data were derived.
 FG1209
 FG1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV441209(NAD 83)
 FG1209_MARKER: DD = SURVEY DISK
 FG1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1209_MARK LOGO: USE   
 FG1209_PROJECTION: RECESSED 6 CENTIMETERS
 FG1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1209+STABILITY: SURFACE MOTION
 FG1209
 FG1209  HISTORY     - Date     Condition        Report By
 FG1209  HISTORY     - UNK      MONUMENTED       DOD
 FG1209  HISTORY     - 1935     GOOD             NGS
 FG1209  HISTORY     - 1984     GOOD             NGS
 FG1209  HISTORY     - 1987     GOOD             USPSQD
 FG1209  HISTORY     - 1989     GOOD             USPSQD
 FG1209  HISTORY     - 1989     GOOD             USPSQD
 FG1209
 FG1209                          STATION DESCRIPTION
 FG1209
 FG1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1209'IN HARTMAN.
 FG1209'55 AT HARTMAN, ABOUT 110 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 FG1209'MISSOURI PACIFIC RY STATION. 74.6 FEET SOUTH OF CENTERLINE OF MISSOURI
 FG1209'PACIFIC R.R.  2.7 FT. NORTH OF NORTHEAST CORNER OF THOMPSONS GIN
 FG1209'OFFICE.  BRONZE TABLET SET IN CIRCULAR CONCRETE POST.
 FG1209
 FG1209                          STATION RECOVERY (1984)
 FG1209
 FG1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1209'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HARTMAN,
 FG1209'0.2 KM (0.1 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE, ACROSS
 FG1209'THE MISSOURI PACIFIC RAILROAD TRACKS, THE MARK IS SET NEAR THE
 FG1209'NORTHEAST CORNER OF A 14 FEET BY 22 FEET BRICK BUILDING ON THE WEST
 FG1209'SIDE OF MAIN STREET, 21.49 METERS (72.0 FT) SOUTH OF THE SOUTH RAIL,
 FG1209'16.91 METERS (55.5 FT) WEST OF THE CENTER OF MAIN STREET, AND 0.82
 FG1209'METER (2.7 FT) NORTH OF THE NORTHEAST CORNER OF THE BUILDING.
 FG1209'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 FG1209
 FG1209                          STATION RECOVERY (1987)
 FG1209
 FG1209'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1209'RECOVERED IN GOOD CONDITION.
 FG1209
 FG1209                          STATION RECOVERY (1989)
 FG1209
 FG1209'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1209'RECOVERED IN GOOD CONDITION.
 FG1209
 FG1209                          STATION RECOVERY (1989)
 FG1209
 FG1209'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0100 ***********************************************************************
 EJ0100  DESIGNATION -  55 RM 1
 EJ0100  PID         -  EJ0100
 EJ0100  STATE/COUNTY-  AR/PULASKI
 EJ0100  USGS QUAD   -  WOODSON (1987)
 EJ0100
 EJ0100                         *CURRENT SURVEY CONTROL
 EJ0100  ___________________________________________________________________
 EJ0100* NAD 83(1986)-  34 36 02.     (N)    092 13 13.     (W)     SCALED    
 EJ0100* NAVD 88     -        78.411  (meters)     257.25   (feet)  ADJUSTED  
 EJ0100  ___________________________________________________________________
 EJ0100  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ0100  DYNAMIC HT  -          78.336 (meters)     257.01  (feet)  COMP
 EJ0100  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 EJ0100
 EJ0100  VERT ORDER  -  FIRST     CLASS II
 EJ0100
 EJ0100.The horizontal coordinates were scaled from a topographic map and have
 EJ0100.an estimated accuracy of +/- 6 seconds.
 EJ0100
 EJ0100.The orthometric height was determined by differential leveling
 EJ0100.and adjusted by the National Geodetic Survey in June 1991..
 EJ0100
 EJ0100.The geoid height was determined by GEOID03.
 EJ0100
 EJ0100.The dynamic height is computed by dividing the NAVD 88
 EJ0100.geopotential number by the normal gravity value computed on the
 EJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0100.degrees latitude (g = 980.6199 gals.).
 EJ0100
 EJ0100.The modeled gravity was interpolated from observed gravity values.
 EJ0100
 EJ0100;                    North         East    Units  Estimated Accuracy
 EJ0100;SPC AR S     -   614,520.      379,800.      MT  (+/- 180 meters Scaled)
 EJ0100
 EJ0100                          SUPERSEDED SURVEY CONTROL
 EJ0100
 EJ0100  NGVD 29 (??/??/92)   78.453  (m)          257.39   (f) ADJ UNCH    1 2
 EJ0100
 EJ0100.Superseded values are not recommended for survey control.
 EJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0100.See file dsdata.txt to determine how the superseded data were derived.
 EJ0100
 EJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU714290(NAD 83)
 EJ0100_MARKER: DR = REFERENCE MARK DISK
 EJ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0100_STAMPING: 55
 EJ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0100+STABILITY: SURFACE MOTION
 EJ0100
 EJ0100  HISTORY     - Date     Condition        Report By
 EJ0100  HISTORY     - UNK      MONUMENTED       DOD
 EJ0100  HISTORY     - 1937     GOOD             ARGS
 EJ0100  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0100  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0100
 EJ0100                          STATION DESCRIPTION
 EJ0100
 EJ0100'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0100'IN WRIGHTSVILLE.
 EJ0100'AT WRIGHTSVILLE, PULASKI COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 175
 EJ0100'FEET SOUTH OF A ROAD CROSSING, 98 FEET SOUTHWEST OF THE STATION SIGN,
 EJ0100'96.2 FEET WEST OF POLE 357+29, 52 FEET WEST OF THE WEST RAIL, AND 2.5
 EJ0100'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A CORPS OF ENGINEERS, U.S. ARMY,
 EJ0100'STANDARD REFERENCE-MARK DISK, STAMPED 55 AND SET IN THE TOP OF A
 EJ0100'CONCRETE POST.
 EJ0100
 EJ0100                          STATION RECOVERY (1984)
 EJ0100
 EJ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0100'NOT RECOVERED, SEPTIC TANK NOW IN PLACE WHERE THE MARK WAS ASSUMED TO
 EJ0100'TO HAVE BEEN.
 EJ0100
 EJ0100                          STATION RECOVERY (1990)
 EJ0100
 EJ0100'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1655 ***********************************************************************
 FF1655  DESIGNATION -  55/3
 FF1655  PID         -  FF1655
 FF1655  STATE/COUNTY-  AR/MISSISSIPPI
 FF1655  USGS QUAD   -  PECAN POINT (1970)
 FF1655
 FF1655                         *CURRENT SURVEY CONTROL
 FF1655  ___________________________________________________________________
 FF1655* NAD 83(1997)-  35 27 41.20697(N)    090 01 30.61956(W)     ADJUSTED  
 FF1655* NAVD 88     -        72.27   (+/-2cm)     237.1    (feet)  VERTCON   
 FF1655  ___________________________________________________________________
 FF1655  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 FF1655  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF1655
 FF1655  HORZ ORDER  -  SECOND
 FF1655  VERT ORDER  -  ? (See Below)
 FF1655
 FF1655.The horizontal coordinates were established by classical geodetic methods
 FF1655.and adjusted by the National Geodetic Survey in September 1999..
 FF1655
 FF1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1655.The vertical order pertains to the NGVD 29 superseded value.
 FF1655
 FF1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1655
 FF1655.The geoid height was determined by GEOID03.
 FF1655
 FF1655;                    North         East     Units Scale Factor Converg.
 FF1655;SPC AR N     -   126,951.804   579,237.416   MT  0.99993822   +1 08 56.9
 FF1655;SPC AR N     -   416,507.71  1,900,381.42   sFT  0.99993822   +1 08 56.9
 FF1655;SPC TN       -   132,675.933   234,738.333   MT  0.99996942   -2 21 23.4
 FF1655;SPC TN       -   435,287.62    770,137.35   sFT  0.99996942   -2 21 23.4
 FF1655;UTM  15      - 3,928,285.753   769,965.188   MT  1.00049824   +1 43 36.9
 FF1655;UTM  16      - 3,928,424.706   225,464.697   MT  1.00052891   -1 45 22.2
 FF1655
 FF1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1655!SPC AR N     -   0.99999297  x   0.99993822  =   0.99993119
 FF1655!SPC TN       -   0.99999297  x   0.99996942  =   0.99996239
 FF1655!UTM  15      -   0.99999297  x   1.00049824  =   1.00049120
 FF1655!UTM  16      -   0.99999297  x   1.00052891  =   1.00052187
 FF1655
 FF1655                          SUPERSEDED SURVEY CONTROL
 FF1655
 FF1655  NAD 83(1997)-  35 27 41.20707(N)    090 01 30.61949(W) AD(       ) 2
 FF1655  NAD 83(1986)-  35 27 41.21854(N)    090 01 30.62053(W) AD(       ) 2
 FF1655  NAD 27      -  35 27 40.91900(N)    090 01 30.30000(W) AD(       ) 2
 FF1655  NGVD 29 (??/??/92)   72.240  (m)          237.01   (f) ADJ UNCH    ?  
 FF1655
 FF1655.Superseded values are not recommended for survey control.
 FF1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1655.See file dsdata.txt to determine how the superseded data were derived.
 FF1655
 FF1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6996528286(NAD 83)
 FF1655_MARKER: V = STONE MONUMENT
 FF1655_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FF1655_SP_SET: OBJECT IMBEDDED IN GROUND
 FF1655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1655
 FF1655  HISTORY     - Date     Condition        Report By
 FF1655  HISTORY     - 1929     MONUMENTED       MRC
 FF1655  HISTORY     - 1935     POOR             CGS
 FF1655
 FF1655                          STATION DESCRIPTION
 FF1655
 FF1655'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 FF1655'ON RIGHT BANK OF MISSISSIPPI RIVER, ABOUT OPPOSITE FOOT OF
 FF1655'ISLAND NO. 35, BACK OF HEAD OF BARNEY CHUTE WHICH RUNS TO DEANS
 FF1655'ISLAND, ABOUT 1/2 MILE BELOW PECAN POINT AND BLACK CAT LANDING,
 FF1655'IN CULTIVATED FIELD ABOUT 150 METERS (492 FEET) BACK OF LEVEE
 FF1655'AT POINT 830 METERS (2,723 FEET) ABOVE LEVEE MILEPOST 111/112,
 FF1655'10 METERS (33 FEET) SOUTH OF EAST-AND-WEST PLANTATION ROAD
 FF1655'SEPARATING LANDS OF EMMA WILSON AND FRANK MC GAVOCK, AND
 FF1655'BETWEEN FIRST AND SECOND HOUSES FROM LEVEE.  STATION MARK
 FF1655'IS STONE POST WITH TOP 3 INCHES ABOVE SURFACE.  STATION
 FF1655'BRANCH (SEE DESCRIPTION THEREOF) IS 32.49 METERS (106.6 FEET)
 FF1655'DISTANT, S 85 DEG 35 MIN E.
 FF1655
 FF1655                          STATION RECOVERY (1935)
 FF1655
 FF1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FF1655'THIS MARK HAS BEEN DISTURBED, PROBABLY BY PLOWS, IT IS NOW
 FF1655'LEANING TO THE E AND PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE
 FF1655'OF THE GROUND.  ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1023 ***********************************************************************
 FG1023  DESIGNATION -  555.7
 FG1023  PID         -  FG1023
 FG1023  STATE/COUNTY-  AR/POPE
 FG1023  USGS QUAD   -  DOVER (1993)
 FG1023
 FG1023                         *CURRENT SURVEY CONTROL
 FG1023  ___________________________________________________________________
 FG1023* NAD 83(1986)-  35 26 20.     (N)    093 03 23.     (W)     SCALED    
 FG1023* NAVD 88     -       169.510  (meters)     556.13   (feet)  ADJUSTED  
 FG1023  ___________________________________________________________________
 FG1023  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FG1023  DYNAMIC HT  -         169.351 (meters)     555.61  (feet)  COMP
 FG1023  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FG1023
 FG1023  VERT ORDER  -  SECOND    CLASS 0
 FG1023
 FG1023.The horizontal coordinates were scaled from a topographic map and have
 FG1023.an estimated accuracy of +/- 6 seconds.
 FG1023
 FG1023.The orthometric height was determined by differential leveling
 FG1023.and adjusted by the National Geodetic Survey in June 1991..
 FG1023
 FG1023.The geoid height was determined by GEOID03.
 FG1023
 FG1023.The dynamic height is computed by dividing the NAVD 88
 FG1023.geopotential number by the normal gravity value computed on the
 FG1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1023.degrees latitude (g = 980.6199 gals.).
 FG1023
 FG1023.The modeled gravity was interpolated from observed gravity values.
 FG1023
 FG1023;                    North         East    Units  Estimated Accuracy
 FG1023;SPC AR N     -   123,170.      304,090.      MT  (+/- 180 meters Scaled)
 FG1023
 FG1023                          SUPERSEDED SURVEY CONTROL
 FG1023
 FG1023  NGVD 29 (??/??/92)  169.469  (m)          556.00   (f) ADJ UNCH    2 0
 FG1023
 FG1023.Superseded values are not recommended for survey control.
 FG1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1023.See file dsdata.txt to determine how the superseded data were derived.
 FG1023
 FG1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV948217(NAD 83)
 FG1023_MARKER: Q = CHISELED SQUARE
 FG1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1023_SP_SET: CULVERT
 FG1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1023
 FG1023  HISTORY     - Date     Condition        Report By
 FG1023  HISTORY     - UNK      MONUMENTED       USGS
 FG1023  HISTORY     - 1935     GOOD             NGS
 FG1023
 FG1023                          STATION DESCRIPTION
 FG1023
 FG1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1023'5.2 MI NE FROM DOVER.
 FG1023'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT DOVER,
 FG1023'POPE COUNTY, 190 FEET SOUTHWEST OF A FARMHOUSE, ON THE NORTHWEST
 FG1023'HEADWALL OF A CONCRETE CULVERT, 35 FEET NORTHEAST OF A 14-INCH OAK
 FG1023'TREE, 25 FEET SOUTH OF ANOTHER 14-INCH OAK TREE, AND 15 INCHES FROM
 FG1023'THE NORTH END OF THE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1767 ***********************************************************************
 EH1767  DESIGNATION -  5/6
 EH1767  PID         -  EH1767
 EH1767  STATE/COUNTY-  AR/JEFFERSON
 EH1767  USGS QUAD   -  ROB ROY (1971)
 EH1767
 EH1767                         *CURRENT SURVEY CONTROL
 EH1767  ___________________________________________________________________
 EH1767* NAD 83(1986)-  34 18 27.     (N)    091 54 59.     (W)     SCALED    
 EH1767* NAVD 88     -        63.530  (meters)     208.43   (feet)  ADJUSTED  
 EH1767  ___________________________________________________________________
 EH1767  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1767  DYNAMIC HT  -          63.469 (meters)     208.23  (feet)  COMP
 EH1767  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 EH1767
 EH1767  VERT ORDER  -  SECOND    CLASS 0
 EH1767
 EH1767.The horizontal coordinates were scaled from a topographic map and have
 EH1767.an estimated accuracy of +/- 6 seconds.
 EH1767
 EH1767.The orthometric height was determined by differential leveling
 EH1767.and adjusted by the National Geodetic Survey in June 1991..
 EH1767
 EH1767.The geoid height was determined by GEOID03.
 EH1767
 EH1767.The dynamic height is computed by dividing the NAVD 88
 EH1767.geopotential number by the normal gravity value computed on the
 EH1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1767.degrees latitude (g = 980.6199 gals.).
 EH1767
 EH1767.The modeled gravity was interpolated from observed gravity values.
 EH1767
 EH1767;                    North         East    Units  Estimated Accuracy
 EH1767;SPC AR S     -   581,990.      407,700.      MT  (+/- 180 meters Scaled)
 EH1767
 EH1767                          SUPERSEDED SURVEY CONTROL
 EH1767
 EH1767  NGVD 29 (??/??/??)   63.561  (m)          208.53   (f) ADJUSTED    2 0
 EH1767
 EH1767.Superseded values are not recommended for survey control.
 EH1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1767.See file dsdata.txt to determine how the superseded data were derived.
 EH1767
 EH1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT997967(NAD 83)
 EH1767_MARKER: P = PIPE CAP
 EH1767_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1767_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1767_STAMPING: B M 5/6
 EH1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1767
 EH1767  HISTORY     - Date     Condition        Report By
 EH1767  HISTORY     - UNK      MONUMENTED       DOD
 EH1767  HISTORY     - 1940     GOOD             CGS
 EH1767  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1767
 EH1767                          STATION DESCRIPTION
 EH1767
 EH1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1767'2.3 MI NW FROM ROB ROY.
 EH1767'2.3 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE ST. LOUIS
 EH1767'SOUTHWESTERN RAILWAY STATION AT ROB ROY, JEFFERSON COUNTY, 0.2 MILE
 EH1767'SOUTHEAST OF THE LEVEE CROSSING, 63 FEET NORTHEAST OF CONCRETE
 EH1767'MILEPOST 5/6, 75 FEET NORTHEAST OF THE CENTERLINE OF THE LEVEE, 29
 EH1767'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AT THE EDGE OF A
 EH1767'CULTIVATED FIELD, AND 7 FEET NORTHEAST OF THE EDGE OF A BORROW DITCH.
 EH1767'A STANDARD CAP, STAMPED B M 5/6 AND RIVETED ON THE TOP OF A 3-INCH
 EH1767'IRON PIPE PROJECTING 12 INCHES ABOVE GROUND.
 EH1767
 EH1767                          STATION RECOVERY (2003)
 EH1767
 EH1767'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0221 ***********************************************************************
 EJ0221  DESIGNATION -  56
 EJ0221  PID         -  EJ0221
 EJ0221  STATE/COUNTY-  AR/PULASKI
 EJ0221  USGS QUAD   -  ALEXANDER (1986)
 EJ0221
 EJ0221                         *CURRENT SURVEY CONTROL
 EJ0221  ___________________________________________________________________
 EJ0221* NAD 83(1986)-  34 44 36.     (N)    092 24 27.     (W)     SCALED    
 EJ0221* NAVD 88     -       135.006  (meters)     442.93   (feet)  ADJUSTED  
 EJ0221  ___________________________________________________________________
 EJ0221  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0221  DYNAMIC HT  -         134.881 (meters)     442.52  (feet)  COMP
 EJ0221  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 EJ0221
 EJ0221  VERT ORDER  -  SECOND    CLASS 0
 EJ0221
 EJ0221.The horizontal coordinates were scaled from a topographic map and have
 EJ0221.an estimated accuracy of +/- 6 seconds.
 EJ0221
 EJ0221.The orthometric height was determined by differential leveling
 EJ0221.and adjusted by the National Geodetic Survey in June 1991..
 EJ0221
 EJ0221.The geoid height was determined by GEOID03.
 EJ0221
 EJ0221.The dynamic height is computed by dividing the NAVD 88
 EJ0221.geopotential number by the normal gravity value computed on the
 EJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0221.degrees latitude (g = 980.6199 gals.).
 EJ0221
 EJ0221.The modeled gravity was interpolated from observed gravity values.
 EJ0221
 EJ0221;                    North         East    Units  Estimated Accuracy
 EJ0221;SPC AR S     -   630,410.      362,690.      MT  (+/- 180 meters Scaled)
 EJ0221
 EJ0221                          SUPERSEDED SURVEY CONTROL
 EJ0221
 EJ0221  NGVD 29 (??/??/92)  135.050  (m)          443.08   (f) ADJ UNCH    2 0
 EJ0221
 EJ0221.Superseded values are not recommended for survey control.
 EJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0221.See file dsdata.txt to determine how the superseded data were derived.
 EJ0221
 EJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU542447(NAD 83)
 EJ0221_MARKER: DB = BENCH MARK DISK
 EJ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0221_STAMPING: STA NO 56
 EJ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0221+STABILITY: SURFACE MOTION
 EJ0221
 EJ0221  HISTORY     - Date     Condition        Report By
 EJ0221  HISTORY     - UNK      MONUMENTED       CGS
 EJ0221  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0221
 EJ0221                          STATION DESCRIPTION
 EJ0221
 EJ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0221'6.2 MI W FROM LITTLE ROCK.
 EJ0221'6.2 MILES WEST ALONG TWELFTH STREET PIKE FROM THE CHICAGO, ROCK ISLAND
 EJ0221'AND PACIFIC RAILROAD STATION AT LITTLE ROCK, PULASKI COUNTY, 250 FEET
 EJ0221'SOUTHWEST OF A CONCRETE CULVERT UNDER THE PIKE, 99 FEET FROM POWER
 EJ0221'LINE POLE 143341, AT THE JUNCTION OF A COUNTY ROAD LEADING SOUTH, 25
 EJ0221'FEET SOUTH OF THE CENTERLINE OF THE PIKE, AND 21 FEET WEST OF THE
 EJ0221'CENTERLINE OF THE COUNTY ROAD.  A STANDARD DISK, STAMPED STA NO 56 AND
 EJ0221'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1766 ***********************************************************************
 EH1766  DESIGNATION -  5/6 REF
 EH1766  PID         -  EH1766
 EH1766  STATE/COUNTY-  AR/JEFFERSON
 EH1766  USGS QUAD   -  ROB ROY (1971)
 EH1766
 EH1766                         *CURRENT SURVEY CONTROL
 EH1766  ___________________________________________________________________
 EH1766* NAD 83(1986)-  34 18 19.     (N)    091 54 56.     (W)     SCALED    
 EH1766* NAVD 88     -        63.230  (meters)     207.45   (feet)  ADJUSTED  
 EH1766  ___________________________________________________________________
 EH1766  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1766  DYNAMIC HT  -          63.169 (meters)     207.25  (feet)  COMP
 EH1766  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 EH1766
 EH1766  VERT ORDER  -  SECOND    CLASS 0
 EH1766
 EH1766.The horizontal coordinates were scaled from a topographic map and have
 EH1766.an estimated accuracy of +/- 6 seconds.
 EH1766
 EH1766.The orthometric height was determined by differential leveling
 EH1766.and adjusted by the National Geodetic Survey in June 1991..
 EH1766
 EH1766.The geoid height was determined by GEOID03.
 EH1766
 EH1766.The dynamic height is computed by dividing the NAVD 88
 EH1766.geopotential number by the normal gravity value computed on the
 EH1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1766.degrees latitude (g = 980.6199 gals.).
 EH1766
 EH1766.The modeled gravity was interpolated from observed gravity values.
 EH1766
 EH1766;                    North         East    Units  Estimated Accuracy
 EH1766;SPC AR S     -   581,750.      407,770.      MT  (+/- 180 meters Scaled)
 EH1766
 EH1766                          SUPERSEDED SURVEY CONTROL
 EH1766
 EH1766  NGVD 29 (??/??/??)   63.261  (m)          207.55   (f) ADJUSTED    2 0
 EH1766
 EH1766.Superseded values are not recommended for survey control.
 EH1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1766.See file dsdata.txt to determine how the superseded data were derived.
 EH1766
 EH1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT997965(NAD 83)
 EH1766_MARKER: P = PIPE CAP
 EH1766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1766_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1766_STAMPING: B M REF 5/6
 EH1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1766
 EH1766  HISTORY     - Date     Condition        Report By
 EH1766  HISTORY     - UNK      MONUMENTED       DOD
 EH1766  HISTORY     - 1940     GOOD             CGS
 EH1766
 EH1766                          STATION DESCRIPTION
 EH1766
 EH1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1766'2.1 MI NW FROM ROB ROY.
 EH1766'2.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE ST. LOUIS
 EH1766'SOUTHWESTERN RAILWAY STATION AT ROB ROY, JEFFERSON COUNTY, 0.2 MILE
 EH1766'EAST OF CONCRETE MILEPOST 5/6, 73 FEET NORTHEAST OF THE CENTERLINE OF
 EH1766'THE LEVEE, 27 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AT THE
 EH1766'EDGE OF A CULTIVATED FIELD, AND 6 FEET NORTHEAST OF THE EDGE OF A
 EH1766'BORROW DITCH.  A STANDARD CAP, STAMPED B M REF 5/6 AND RIVETED ON THE
 EH1766'TOP OF A 3-INCH IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0219 ***********************************************************************
 EJ0219  DESIGNATION -  57
 EJ0219  PID         -  EJ0219
 EJ0219  STATE/COUNTY-  AR/PULASKI
 EJ0219  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0219
 EJ0219                         *CURRENT SURVEY CONTROL
 EJ0219  ___________________________________________________________________
 EJ0219* NAD 83(1986)-  34 45 30.     (N)    092 27 19.     (W)     SCALED    
 EJ0219* NAVD 88     -       150.929  (meters)     495.17   (feet)  ADJUSTED  
 EJ0219  ___________________________________________________________________
 EJ0219  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EJ0219  DYNAMIC HT  -         150.788 (meters)     494.71  (feet)  COMP
 EJ0219  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 EJ0219
 EJ0219  VERT ORDER  -  SECOND    CLASS 0
 EJ0219
 EJ0219.The horizontal coordinates were scaled from a topographic map and have
 EJ0219.an estimated accuracy of +/- 6 seconds.
 EJ0219
 EJ0219.The orthometric height was determined by differential leveling
 EJ0219.and adjusted by the National Geodetic Survey in June 1991..
 EJ0219
 EJ0219.The geoid height was determined by GEOID03.
 EJ0219
 EJ0219.The dynamic height is computed by dividing the NAVD 88
 EJ0219.geopotential number by the normal gravity value computed on the
 EJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0219.degrees latitude (g = 980.6199 gals.).
 EJ0219
 EJ0219.The modeled gravity was interpolated from observed gravity values.
 EJ0219
 EJ0219;                    North         East    Units  Estimated Accuracy
 EJ0219;SPC AR S     -   632,090.      358,320.      MT  (+/- 180 meters Scaled)
 EJ0219
 EJ0219                          SUPERSEDED SURVEY CONTROL
 EJ0219
 EJ0219  NGVD 29 (??/??/92)  150.969  (m)          495.30   (f) ADJ UNCH    2 0
 EJ0219
 EJ0219.Superseded values are not recommended for survey control.
 EJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0219.See file dsdata.txt to determine how the superseded data were derived.
 EJ0219
 EJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU498463(NAD 83)
 EJ0219_MARKER: DB = BENCH MARK DISK
 EJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0219_STAMPING: STA NO. 57
 EJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0219+STABILITY: SURFACE MOTION
 EJ0219
 EJ0219  HISTORY     - Date     Condition        Report By
 EJ0219  HISTORY     - UNK      MONUMENTED       CGS
 EJ0219  HISTORY     - 1940     GOOD             NGS
 EJ0219  HISTORY     - 1989     GOOD             USPSQD
 EJ0219
 EJ0219                          STATION DESCRIPTION
 EJ0219
 EJ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0219'6.4 MI E FROM FERNDALE.
 EJ0219'6.4 MILES EAST ALONG TWELFTH STREET PIKE FROM THE J. W. CARTER STORE
 EJ0219'AT FERNDALE, PULASKI COUNTY, 45 FEET NORTH OF THE NORTHEAST CORNER OF
 EJ0219'THE J.T. JACKSON LOG HOUSE, 63 FEET WEST OF THE NORTHWEST CORNER OF A
 EJ0219'FENCE, 15.4 FEET SOUTH OF THE CENTERLINE OF THE PIKE, AND 16.7 FEET
 EJ0219'NORTHWEST OF A 30-INCH OAK TREE.  A STANDARD DISK, STAMPED STA NO 57
 EJ0219'AND SET IN THE TOP OF A CONCRETE POST.
 EJ0219
 EJ0219                          STATION RECOVERY (1989)
 EJ0219
 EJ0219'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1812 ***********************************************************************
 FE1812  DESIGNATION -  57/58
 FE1812  PID         -  FE1812
 FE1812  STATE/COUNTY-  AR/MISSISSIPPI
 FE1812  USGS QUAD   -  ARMOREL (1983)
 FE1812
 FE1812                         *CURRENT SURVEY CONTROL
 FE1812  ___________________________________________________________________
 FE1812* NAD 83(1986)-  35 54 15.     (N)    089 45 53.     (W)     SCALED    
 FE1812* NAVD 88     -        78.261  (meters)     256.76   (feet)  ADJUSTED  
 FE1812  ___________________________________________________________________
 FE1812  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FE1812  DYNAMIC HT  -          78.195 (meters)     256.54  (feet)  COMP
 FE1812  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1812
 FE1812  VERT ORDER  -  FIRST     CLASS II
 FE1812
 FE1812.The horizontal coordinates were scaled from a topographic map and have
 FE1812.an estimated accuracy of +/- 6 seconds.
 FE1812
 FE1812.The orthometric height was determined by differential leveling
 FE1812.and adjusted by the National Geodetic Survey in June 1991..
 FE1812
 FE1812.The geoid height was determined by GEOID03.
 FE1812
 FE1812.The dynamic height is computed by dividing the NAVD 88
 FE1812.geopotential number by the normal gravity value computed on the
 FE1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1812.degrees latitude (g = 980.6199 gals.).
 FE1812
 FE1812.The modeled gravity was interpolated from observed gravity values.
 FE1812
 FE1812;                    North         East    Units  Estimated Accuracy
 FE1812;SPC AR N     -   176,560.      601,760.      MT  (+/- 180 meters Scaled)
 FE1812
 FE1812                          SUPERSEDED SURVEY CONTROL
 FE1812
 FE1812  NGVD 29 (??/??/??)   78.201  (m)          256.56   (f) ADJUSTED    1 2
 FE1812
 FE1812.Superseded values are not recommended for survey control.
 FE1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1812.See file dsdata.txt to determine how the superseded data were derived.
 FE1812
 FE1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE504768(NAD 83)
 FE1812_MARKER: P = PIPE CAP
 FE1812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1812_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1812_STAMPING: BM 57/58
 FE1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1812+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1812
 FE1812  HISTORY     - Date     Condition        Report By
 FE1812  HISTORY     - UNK      MONUMENTED       DOD
 FE1812  HISTORY     - 1956     GOOD             CGS
 FE1812  HISTORY     - 20020722 GOOD             USACE
 FE1812
 FE1812                          STATION DESCRIPTION
 FE1812
 FE1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1812'AT BARFIELD.
 FE1812'AT BARFIELD, ABOUT 70 YARDS EAST-SOUTHEAST ALONG STATE HIGHWAY 18
 FE1812'FROM J.C. ELLIS STORE, 125 FEET SOUTH-SOUTHWEST OF CENTER LINE
 FE1812'OF HIGHWAY, 130 FEET WEST-NORTHWEST OF CENTER OF TOP OF LEVEE,
 FE1812'106 FEET WEST-NORTHWEST OF LEVEE MILE POST 57/58, 1 FOOT
 FE1812'WEST-NORTHWEST OF A FENCE LINE, ABOUT 5 FEET BELOW LEVEL OF
 FE1812'HIGHWAY AND IS A U.S.E. DISK ON IRON PIPE PROJECTING 10 INCHES.
 FE1812
 FE1812                          STATION RECOVERY (2002)
 FE1812
 FE1812'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0562 ***********************************************************************
 EJ0562  DESIGNATION -  58
 EJ0562  PID         -  EJ0562
 EJ0562  STATE/COUNTY-  AR/GRANT
 EJ0562  USGS QUAD   -  PRAGUE (1984)
 EJ0562
 EJ0562                         *CURRENT SURVEY CONTROL
 EJ0562  ___________________________________________________________________
 EJ0562* NAD 83(1986)-  34 17 06.     (N)    092 16 49.     (W)     SCALED    
 EJ0562* NAVD 88     -        96.103  (meters)     315.30   (feet)  ADJUSTED  
 EJ0562  ___________________________________________________________________
 EJ0562  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ0562  DYNAMIC HT  -          96.010 (meters)     314.99  (feet)  COMP
 EJ0562  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 EJ0562
 EJ0562  VERT ORDER  -  SECOND    CLASS 0
 EJ0562
 EJ0562.The horizontal coordinates were scaled from a topographic map and have
 EJ0562.an estimated accuracy of +/- 6 seconds.
 EJ0562
 EJ0562.The orthometric height was determined by differential leveling
 EJ0562.and adjusted by the National Geodetic Survey in June 1991..
 EJ0562
 EJ0562.The geoid height was determined by GEOID03.
 EJ0562
 EJ0562.The dynamic height is computed by dividing the NAVD 88
 EJ0562.geopotential number by the normal gravity value computed on the
 EJ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0562.degrees latitude (g = 980.6199 gals.).
 EJ0562
 EJ0562.The modeled gravity was interpolated from observed gravity values.
 EJ0562
 EJ0562;                    North         East    Units  Estimated Accuracy
 EJ0562;SPC AR S     -   579,530.      374,200.      MT  (+/- 180 meters Scaled)
 EJ0562
 EJ0562                          SUPERSEDED SURVEY CONTROL
 EJ0562
 EJ0562  NGVD 29 (??/??/92)   96.152  (m)          315.46   (f) ADJ UNCH    2 0
 EJ0562
 EJ0562.Superseded values are not recommended for survey control.
 EJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0562.See file dsdata.txt to determine how the superseded data were derived.
 EJ0562
 EJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT662939(NAD 83)
 EJ0562_MARKER: DE = TRAVERSE STATION DISK
 EJ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0562_STAMPING: TRAV. STA. 58
 EJ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0562+STABILITY: SURFACE MOTION
 EJ0562
 EJ0562  HISTORY     - Date     Condition        Report By
 EJ0562  HISTORY     - UNK      MONUMENTED       USE
 EJ0562  HISTORY     - 1937     GOOD             ARGS
 EJ0562
 EJ0562                          STATION DESCRIPTION
 EJ0562
 EJ0562'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0562'IN PRAGUE.
 EJ0562'75 FEET SOUTHEAST OF POLE 397+05, 14 FEET SOUTH OF THE SOUTH RAIL, 65
 EJ0562'FEET SOUTHWEST OF A DIRT-ROAD CROSSING, 46 FEET NORTHEAST OF STATION
 EJ0562'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1000 ***********************************************************************
 FG1000  DESIGNATION -  59
 FG1000  PID         -  FG1000
 FG1000  STATE/COUNTY-  AR/JOHNSON
 FG1000  USGS QUAD   -  CLARKSVILLE (1993)
 FG1000
 FG1000                         *CURRENT SURVEY CONTROL
 FG1000  ___________________________________________________________________
 FG1000* NAD 83(1986)-  35 24 29.     (N)    093 23 02.     (W)     SCALED    
 FG1000* NAVD 88     -       116.822  (meters)     383.27   (feet)  ADJUSTED  
 FG1000  ___________________________________________________________________
 FG1000  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 FG1000  DYNAMIC HT  -         116.713 (meters)     382.92  (feet)  COMP
 FG1000  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FG1000
 FG1000  VERT ORDER  -  FIRST     CLASS II
 FG1000
 FG1000.The horizontal coordinates were scaled from a topographic map and have
 FG1000.an estimated accuracy of +/- 6 seconds.
 FG1000
 FG1000.The orthometric height was determined by differential leveling
 FG1000.and adjusted by the National Geodetic Survey in June 1991..
 FG1000
 FG1000.The geoid height was determined by GEOID03.
 FG1000
 FG1000.The dynamic height is computed by dividing the NAVD 88
 FG1000.geopotential number by the normal gravity value computed on the
 FG1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1000.degrees latitude (g = 980.6199 gals.).
 FG1000
 FG1000.The modeled gravity was interpolated from observed gravity values.
 FG1000
 FG1000;                    North         East    Units  Estimated Accuracy
 FG1000;SPC AR N     -   120,110.      274,310.      MT  (+/- 180 meters Scaled)
 FG1000
 FG1000                          SUPERSEDED SURVEY CONTROL
 FG1000
 FG1000  NGVD 29 (??/??/92)  116.803  (m)          383.21   (f) ADJ UNCH    1 2
 FG1000
 FG1000.Superseded values are not recommended for survey control.
 FG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1000.See file dsdata.txt to determine how the superseded data were derived.
 FG1000
 FG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV651183(NAD 83)
 FG1000_MARKER: DD = SURVEY DISK
 FG1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1000_SP_SET: CONCRETE BLOCK
 FG1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1000
 FG1000  HISTORY     - Date     Condition        Report By
 FG1000  HISTORY     - UNK      MONUMENTED       USE
 FG1000  HISTORY     - 1932     GOOD             NGS
 FG1000  HISTORY     - 1935     GOOD             NGS
 FG1000
 FG1000                          STATION DESCRIPTION
 FG1000
 FG1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1000'2.3 MI NW FROM KNOXVILLE.
 FG1000'ON THE MISSOURI PACIFIC R. R. AT MILE POLE 435/ 30 POLES, 40 FEET W.
 FG1000'OF HIGHWAY CROSSING, 25 FEET S. OF TRACK AND 15 N. OF H-30-1932.
 FG1000
 FG1000                          STATION RECOVERY (1935)
 FG1000
 FG1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2690 ***********************************************************************
 FE2690  DESIGNATION -  59/60
 FE2690  PID         -  FE2690
 FE2690  STATE/COUNTY-  AR/MISSISSIPPI
 FE2690  USGS QUAD   -  ARMOREL (1983)
 FE2690
 FE2690                         *CURRENT SURVEY CONTROL
 FE2690  ___________________________________________________________________
 FE2690* NAD 83(1997)-  35 52 50.48832(N)    089 47 09.62320(W)     ADJUSTED  
 FE2690* NAVD 88     -        77.3    (meters)     254.     (feet)  VERTCON   
 FE2690  ___________________________________________________________________
 FE2690  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FE2690  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE2690
 FE2690  HORZ ORDER  -  THIRD
 FE2690
 FE2690.The horizontal coordinates were established by classical geodetic methods
 FE2690.and adjusted by the National Geodetic Survey in September 1999..
 FE2690
 FE2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2690
 FE2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2690
 FE2690.The geoid height was determined by GEOID03.
 FE2690
 FE2690;                    North         East     Units Scale Factor Converg.
 FE2690;SPC AR N     -   173,915.381   599,895.086   MT  0.99994928   +1 17 18.0
 FE2690;SPC AR N     -   570,587.38  1,968,155.79   sFT  0.99994928   +1 17 18.0
 FE2690;SPC MO E     -     5,489.745   314,469.348   MT  0.99998453   +0 25 06.5
 FE2690;SPC TN       -   178,289.351   258,229.049   MT  0.99994873   -2 12 59.3
 FE2690;SPC TN       -   584,937.65    847,206.47   sFT  0.99994873   -2 12 59.3
 FE2690;UTM  16      - 3,974,300.974   248,494.912   MT  1.00037951   -1 38 01.4
 FE2690
 FE2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2690!SPC AR N     -   0.99999226  x   0.99994928  =   0.99994154
 FE2690!SPC MO E     -   0.99999226  x   0.99998453  =   0.99997679
 FE2690!SPC TN       -   0.99999226  x   0.99994873  =   0.99994099
 FE2690!UTM  16      -   0.99999226  x   1.00037951  =   1.00037176
 FE2690
 FE2690                          SUPERSEDED SURVEY CONTROL
 FE2690
 FE2690  NAD 83(1997)-  35 52 50.49097(N)    089 47 09.62376(W) AD(       ) 3
 FE2690  NAD 83(1986)-  35 52 50.49969(N)    089 47 09.62316(W) AD(       ) 3
 FE2690  NAD 27      -  35 52 50.23300(N)    089 47 09.32800(W) AD(       ) 3
 FE2690  NGVD 29 (07/19/86)   77.2    (m)          253.     (f) VERT ANG       
 FE2690
 FE2690.Superseded values are not recommended for survey control.
 FE2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2690.See file dsdata.txt to determine how the superseded data were derived.
 FE2690
 FE2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4849574301(NAD 83)
 FE2690_MARKER: DB = BENCH MARK DISK
 FE2690_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2690_SP_SET: METAL PIPE IN CONCRETE
 FE2690_STAMPING: B.M. 59/60
 FE2690_MARK LOGO: USE   
 FE2690_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2690+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1990
 FE2690
 FE2690  HISTORY     - Date     Condition        Report By
 FE2690  HISTORY     - UNK      MONUMENTED       DOD
 FE2690  HISTORY     - 1955     GOOD             USE
 FE2690  HISTORY     - 19901109 SEE DESCRIPTION  NGS
 FE2690
 FE2690                          STATION DESCRIPTION
 FE2690
 FE2690'DESCRIBED BY US ENGINEERS 1955
 FE2690'TO REACH THE STATION FROM THE POST OFFICE IN AMOREL, GO SOUTH ON
 FE2690'STATE HIGHWAY 18 FOR 0.35 MILE, BEAR LEFT WITH THE HIGHWAY AND
 FE2690'GO EAST 0.8 MILE TO A T-JUNCTION AND A CHURCH ON THE LEFT, TURN RIGHT
 FE2690'AND GO SOUTH FOR 2.15 MILES, BEAR RIGHT AND GO SOUTHWEST FOR
 FE2690'0.05 MILE TO THE MARK ON THE LEFT.
 FE2690'
 FE2690'B M 59/60 (USE) IS 63 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED
 FE2690'ROAD AND 51 FEET SOUTH OF A GATE.  THE MARK IS A BRASS CAP
 FE2690'BOLTED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 14 INCHES.  THE
 FE2690'DISK IS STAMPED B.M. 59/60.
 FE2690
 FE2690                          STATION RECOVERY (1990)
 FE2690
 FE2690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2690'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0571 ***********************************************************************
 FG0571  DESIGNATION -  596.6
 FG0571  PID         -  FG0571
 FG0571  STATE/COUNTY-  AR/POPE
 FG0571  USGS QUAD   -  SOLO (1980)
 FG0571
 FG0571                         *CURRENT SURVEY CONTROL
 FG0571  ___________________________________________________________________
 FG0571* NAD 83(1986)-  35 30 01.     (N)    092 58 16.     (W)     SCALED    
 FG0571* NAVD 88     -       173.741  (meters)     570.02   (feet)  ADJUSTED  
 FG0571  ___________________________________________________________________
 FG0571  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FG0571  DYNAMIC HT  -         173.579 (meters)     569.48  (feet)  COMP
 FG0571  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FG0571
 FG0571  VERT ORDER  -  SECOND    CLASS 0
 FG0571
 FG0571.The horizontal coordinates were scaled from a topographic map and have
 FG0571.an estimated accuracy of +/- 6 seconds.
 FG0571
 FG0571.The orthometric height was determined by differential leveling
 FG0571.and adjusted by the National Geodetic Survey in June 1991..
 FG0571
 FG0571.The geoid height was determined by GEOID03.
 FG0571
 FG0571.The dynamic height is computed by dividing the NAVD 88
 FG0571.geopotential number by the normal gravity value computed on the
 FG0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0571.degrees latitude (g = 980.6199 gals.).
 FG0571
 FG0571.The modeled gravity was interpolated from observed gravity values.
 FG0571
 FG0571;                    North         East    Units  Estimated Accuracy
 FG0571;SPC AR N     -   129,900.      311,900.      MT  (+/- 180 meters Scaled)
 FG0571
 FG0571                          SUPERSEDED SURVEY CONTROL
 FG0571
 FG0571  NGVD 29 (??/??/92)  173.70   (m)          569.9    (f) COMPUTED    2 0
 FG0571
 FG0571.Superseded values are not recommended for survey control.
 FG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0571.See file dsdata.txt to determine how the superseded data were derived.
 FG0571
 FG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV026285(NAD 83)
 FG0571_MARKER: Q = CHISELED SQUARE
 FG0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0571_SP_SET: BRIDGE
 FG0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0571
 FG0571  HISTORY     - Date     Condition        Report By
 FG0571  HISTORY     - UNK      MONUMENTED       USGS
 FG0571  HISTORY     - 1935     GOOD             NGS
 FG0571
 FG0571                          STATION DESCRIPTION
 FG0571
 FG0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0571'2.7 MI NW FROM HECTOR.
 FG0571'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE FOREST SERVICE
 FG0571'OFFICE BUILDING AT HECTOR, POPE COUNTY, 45 FEET SOUTH OF THE NORTH END
 FG0571'OF THE APPROACH TO A BRIDGE OVER ILLINOIS BAYOU, ON THE RAMP OF THE
 FG0571'BRIDGE, 9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 66 FEET NORTH OF
 FG0571'THE CENTERLINE OF A STREAM, AND 8 INCHES HIGHER THAN THE HIGHWAY. A
 FG0571'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1423 ***********************************************************************
 FF1423  DESIGNATION -  6 C
 FF1423  PID         -  FF1423
 FF1423  STATE/COUNTY-  AR/WHITE
 FF1423  USGS QUAD   -  FLOYD (1994)
 FF1423
 FF1423                         *CURRENT SURVEY CONTROL
 FF1423  ___________________________________________________________________
 FF1423* NAD 83(1997)-  35 08 39.54221(N)    091 53 54.74709(W)     ADJUSTED  
 FF1423* NAVD 88     -        99.194  (meters)     325.44   (feet)  ADJUSTED  
 FF1423  ___________________________________________________________________
 FF1423  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FF1423  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1423  DYNAMIC HT  -          99.103 (meters)     325.14  (feet)  COMP
 FF1423  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 FF1423
 FF1423  HORZ ORDER  -  THIRD
 FF1423  VERT ORDER  -  SECOND    CLASS 0
 FF1423
 FF1423.The horizontal coordinates were established by classical geodetic methods
 FF1423.and adjusted by the National Geodetic Survey in September 1999..
 FF1423
 FF1423.The orthometric height was determined by differential leveling
 FF1423.and adjusted by the National Geodetic Survey in June 1991..
 FF1423
 FF1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1423
 FF1423.The geoid height was determined by GEOID03.
 FF1423
 FF1423.The dynamic height is computed by dividing the NAVD 88
 FF1423.geopotential number by the normal gravity value computed on the
 FF1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1423.degrees latitude (g = 980.6199 gals.).
 FF1423
 FF1423.The modeled gravity was interpolated from observed gravity values.
 FF1423
 FF1423;                    North         East     Units Scale Factor Converg.
 FF1423;SPC AR N     -    89,976.614   409,245.405   MT  0.99996522   +0 03 32.5
 FF1423;SPC AR N     -   295,198.27  1,342,665.97   sFT  0.99996522   +0 03 32.5
 FF1423;UTM  15      - 3,889,602.694   600,335.282   MT  0.99972407   +0 38 02.7
 FF1423
 FF1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1423!SPC AR N     -   0.99998872  x   0.99996522  =   0.99995394
 FF1423!UTM  15      -   0.99998872  x   0.99972407  =   0.99971279
 FF1423
 FF1423:                Primary Azimuth Mark                     Grid Az
 FF1423:SPC AR N     -  6 C AZ MK                                179 16 46.8
 FF1423:UTM  15      -  6 C AZ MK                                178 42 16.6
 FF1423
 FF1423|---------------------------------------------------------------------|
 FF1423| PID    Reference Object                     Distance      Geod. Az  |
 FF1423|                                                           dddmmss.s |
 FF1423| CI0006 6 C AZ MK                                          1792019.3 |
 FF1423| FF1862 6 B                                 356.642 METERS 30700     |
 FF1423|---------------------------------------------------------------------|
 FF1423
 FF1423                          SUPERSEDED SURVEY CONTROL
 FF1423
 FF1423  NAD 83(1986)-  35 08 39.54810(N)    091 53 54.74793(W) AD(       ) 3
 FF1423  NGVD 29 (??/??/??)   99.170  (m)          325.36   (f) ADJUSTED    2 0
 FF1423
 FF1423.Superseded values are not recommended for survey control.
 FF1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1423.See file dsdata.txt to determine how the superseded data were derived.
 FF1423
 FF1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0033589603(NAD 83)
 FF1423_MARKER: DD = SURVEY DISK
 FF1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1423_STAMPING: 6 C
 FF1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1423+STABILITY: SURFACE MOTION
 FF1423
 FF1423  HISTORY     - Date     Condition        Report By
 FF1423  HISTORY     - UNK      MONUMENTED       USAF
 FF1423  HISTORY     - 1962     GOOD             CGS
 FF1423  HISTORY     - 20030731 MARK NOT FOUND   USACE
 FF1423
 FF1423                          STATION DESCRIPTION
 FF1423
 FF1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1423'5.6 MI N FROM BEEBE.
 FF1423'4.2 MILES NORTHWEST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF
 FF1423'U.S. HIGHWAYS 64, 64, AND 167 AND STATE HIGHWAY 31 AT THE NORTH
 FF1423'SIDE OF BEEBE, THENCE 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 267,
 FF1423'THENCE 0.2 MILE NORTH ALONG A BLACKTOP ROAD, THENCE 0.25 MILE
 FF1423'NORTHEAST ALONG A TRACK ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE
 FF1423'POST 18 INCHES IN DIAMETER AND ABOUT 5 FEET ABOVE GROUND SURFACE.
 FF1423
 FF1423                          STATION RECOVERY (2003)
 FF1423
 FF1423'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1314 ***********************************************************************
 EH1314  DESIGNATION -  6 W
 EH1314  PID         -  EH1314
 EH1314  STATE/COUNTY-  AR/ARKANSAS
 EH1314  USGS QUAD   -  GILLETT (1972)
 EH1314
 EH1314                         *CURRENT SURVEY CONTROL
 EH1314  ___________________________________________________________________
 EH1314* NAD 83(1986)-  34 06 54.     (N)    091 22 58.     (W)     SCALED    
 EH1314* NAVD 88     -        56.803  (meters)     186.36   (feet)  ADJUSTED  
 EH1314  ___________________________________________________________________
 EH1314  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EH1314  DYNAMIC HT  -          56.747 (meters)     186.18  (feet)  COMP
 EH1314  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 EH1314
 EH1314  VERT ORDER  -  FIRST     CLASS II
 EH1314
 EH1314.The horizontal coordinates were scaled from a topographic map and have
 EH1314.an estimated accuracy of +/- 6 seconds.
 EH1314
 EH1314.The orthometric height was determined by differential leveling
 EH1314.and adjusted by the National Geodetic Survey in August 1993..
 EH1314
 EH1314.The geoid height was determined by GEOID03.
 EH1314
 EH1314.The dynamic height is computed by dividing the NAVD 88
 EH1314.geopotential number by the normal gravity value computed on the
 EH1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1314.degrees latitude (g = 980.6199 gals.).
 EH1314
 EH1314.The modeled gravity was interpolated from observed gravity values.
 EH1314
 EH1314;                    North         East    Units  Estimated Accuracy
 EH1314;SPC AR S     -   560,810.      456,940.      MT  (+/- 180 meters Scaled)
 EH1314
 EH1314                          SUPERSEDED SURVEY CONTROL
 EH1314
 EH1314  NAVD 88 (06/15/91)   56.800  (m)          186.35   (f) UNKNOWN     1 2
 EH1314  NGVD 29 (??/??/??)   56.931  (m)          186.78   (f) ADJUSTED    1 2
 EH1314
 EH1314.Superseded values are not recommended for survey control.
 EH1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1314.See file dsdata.txt to determine how the superseded data were derived.
 EH1314
 EH1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT491760(NAD 83)
 EH1314_MARKER: DD = SURVEY DISK
 EH1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1314_STAMPING: 6 W 1928
 EH1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1314+STABILITY: SURFACE MOTION
 EH1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1314+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003
 EH1314
 EH1314  HISTORY     - Date     Condition        Report By
 EH1314  HISTORY     - 1928     MONUMENTED       USGS
 EH1314  HISTORY     - 1935     GOOD             CGS
 EH1314  HISTORY     - 1955     GOOD             CGS
 EH1314  HISTORY     - 20030417 GOOD             USACE
 EH1314
 EH1314                          STATION DESCRIPTION
 EH1314
 EH1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1314'IN GILLETT.
 EH1314'180 FEET NORTH OF CENTER OF NORTH WALL OF GILLETT HIGH SCHOOL
 EH1314'BUILDING.  3 FEET EAST OF EAST EDGE OF NORTH-SOUTH SIDEWALK.  3 FEET
 EH1314'SOUTH OF SOUTH EDGE OF EAST-WEST SIDEWALK.  CONCRETE POST SET IN NORTH
 EH1314'EDGE OF GILLETT HIGH SCHOOL YARD.
 EH1314
 EH1314                          STATION RECOVERY (1955)
 EH1314
 EH1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1314'RECOVERED IN GOOD CONDITION.
 EH1314
 EH1314                          STATION RECOVERY (2003)
 EH1314
 EH1314'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0907 ***********************************************************************
 EJ0907  DESIGNATION -  60
 EJ0907  PID         -  EJ0907
 EJ0907  STATE/COUNTY-  AR/PULASKI
 EJ0907  USGS QUAD   -  ALEXANDER (1986)
 EJ0907
 EJ0907                         *CURRENT SURVEY CONTROL
 EJ0907  ___________________________________________________________________
 EJ0907* NAD 83(1986)-  34 42 59.     (N)    092 29 23.     (W)     SCALED    
 EJ0907* NAVD 88     -       145.202  (meters)     476.38   (feet)  ADJUSTED  
 EJ0907  ___________________________________________________________________
 EJ0907  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EJ0907  DYNAMIC HT  -         145.066 (meters)     475.94  (feet)  COMP
 EJ0907  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 EJ0907
 EJ0907  VERT ORDER  -  SECOND    CLASS 0
 EJ0907
 EJ0907.The horizontal coordinates were scaled from a topographic map and have
 EJ0907.an estimated accuracy of +/- 6 seconds.
 EJ0907
 EJ0907.The orthometric height was determined by differential leveling
 EJ0907.and adjusted by the National Geodetic Survey in June 1991..
 EJ0907
 EJ0907.The geoid height was determined by GEOID03.
 EJ0907
 EJ0907.The dynamic height is computed by dividing the NAVD 88
 EJ0907.geopotential number by the normal gravity value computed on the
 EJ0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0907.degrees latitude (g = 980.6199 gals.).
 EJ0907
 EJ0907.The modeled gravity was interpolated from observed gravity values.
 EJ0907
 EJ0907;                    North         East    Units  Estimated Accuracy
 EJ0907;SPC AR S     -   627,450.      355,140.      MT  (+/- 180 meters Scaled)
 EJ0907
 EJ0907                          SUPERSEDED SURVEY CONTROL
 EJ0907
 EJ0907  NGVD 29 (??/??/92)  145.234  (m)          476.49   (f) ADJ UNCH    2 0
 EJ0907
 EJ0907.Superseded values are not recommended for survey control.
 EJ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0907.See file dsdata.txt to determine how the superseded data were derived.
 EJ0907
 EJ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU467417(NAD 83)
 EJ0907_MARKER: DB = BENCH MARK DISK
 EJ0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0907_STAMPING: STA NO 60 1934
 EJ0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0907+STABILITY: SURFACE MOTION
 EJ0907
 EJ0907  HISTORY     - Date     Condition        Report By
 EJ0907  HISTORY     - 1934     MONUMENTED       CGS
 EJ0907
 EJ0907                          STATION DESCRIPTION
 EJ0907
 EJ0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0907'0.2 MI E FROM LAWSON SCHOOL.
 EJ0907'0.2 MILE EAST ALONG LAWSON ROAD FROM LAWSON SCHOOL, PULASKI COUNTY, AT
 EJ0907'THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 75 FEET NORTHWEST OF THE
 EJ0907'NORTHWEST CORNER OF A FRAME FARMHOUSE, AND 39.4 FEET SOUTHWEST OF THE
 EJ0907'CENTER OF THE INTERSECTION.  A STANDARD DISK, STAMPED STA NO 60 1934
 EJ0907'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2101 ***********************************************************************
 DK2101  DESIGNATION -  60 JEK
 DK2101  PID         -  DK2101
 DK2101  STATE/COUNTY-  AR/DREW
 DK2101  USGS QUAD   -  MONTICELLO SOUTH (1966)
 DK2101
 DK2101                         *CURRENT SURVEY CONTROL
 DK2101  ___________________________________________________________________
 DK2101* NAD 83(1997)-  33 32 39.88544(N)    091 46 03.10346(W)     ADJUSTED  
 DK2101* NAVD 88     -        90.7    (meters)     298.     (feet)  VERTCON   
 DK2101  ___________________________________________________________________
 DK2101  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DK2101  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 DK2101
 DK2101  HORZ ORDER  -  SECOND
 DK2101  VERT ORDER  -  THIRD ? (See Below)
 DK2101
 DK2101.The horizontal coordinates were established by classical geodetic methods
 DK2101.and adjusted by the National Geodetic Survey in September 1999..
 DK2101
 DK2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2101.The vertical order pertains to the NGVD 29 superseded value.
 DK2101
 DK2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2101
 DK2101.The geoid height was determined by GEOID03.
 DK2101
 DK2101;                    North         East     Units Scale Factor Converg.
 DK2101;SPC AR S     -   497,377.798   421,589.789   MT  0.99995480   +0 07 48.4
 DK2101;SPC AR S     - 1,631,813.66  1,383,165.83   sFT  0.99995480   +0 07 48.4
 DK2101;UTM  15      - 3,712,323.330   614,423.524   MT  0.99976141   +0 40 52.0
 DK2101
 DK2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2101!SPC AR S     -   0.99998979  x   0.99995480  =   0.99994459
 DK2101!UTM  15      -   0.99998979  x   0.99976141  =   0.99975120
 DK2101
 DK2101                          SUPERSEDED SURVEY CONTROL
 DK2101
 DK2101  NAD 83(1986)-  33 32 39.89487(N)    091 46 03.09778(W) AD(       ) 2
 DK2101  NAD 27      -  33 32 39.49667(N)    091 46 02.63234(W) AD(       ) 2
 DK2101  NGVD 29 (07/19/86)   90.8    (m)          298.     (f) LEVELING    3  
 DK2101
 DK2101.Superseded values are not recommended for survey control.
 DK2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2101.See file dsdata.txt to determine how the superseded data were derived.
 DK2101
 DK2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1442412323(NAD 83)
 DK2101_MARKER: DS = TRIANGULATION STATION DISK
 DK2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2101
 DK2101  HISTORY     - Date     Condition        Report By
 DK2101  HISTORY     - 1965     MONUMENTED       USGS
 DK2101  HISTORY     - 20031110 GOOD             INDIV
 DK2101
 DK2101                          STATION DESCRIPTION
 DK2101
 DK2101'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (BIW)
 DK2101'TO REACH FROM THE SOUTHEAST CORNER OF THE COURT-HOUSE SQUARE IN
 DK2101'MONTICELLO, GO SOUTH ON STATE HIGHWAY 83 FOR 0.9 MILE TO A SIDE
 DK2101'ROAD LEFT AT HIGGINS STORE, TURN LEFT AND FOLLOW GRAVELED ROAD
 DK2101'EAST AND SOUTHEAST FOR 2.8 MILES TO FORK AT UNION RIDGE CEMETERY
 DK2101'ON THE LEFT.  TAKE THE LEFT FORK AND GO NORTHERLY FOR 2.3 MILES
 DK2101'TO AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH ON GRAVELED ROAD
 DK2101'FOR 0.1 MILE TO BENCH MARK ON THE RIGHT.
 DK2101'
 DK2101'BENCH MARK, 60 JEK (USGS) 1959, IS 32 FEET WEST OF THE
 DK2101'APPROXIMATE CENTER OF GRAVELED ROAD, 2-1/2 FEET SOUTHEAST OF
 DK2101'UTILITY POLE AND 1-1/2 FEET EAST OF FENCELINE.  IT IS MARKED BY
 DK2101'A STANDARD DISK SET IN A 5X5 INCH CONCRETE MONUMENT THAT
 DK2101'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK
 DK2101'IS STAMPED 60 JEK 1959 298 FT.
 DK2101
 DK2101                          STATION RECOVERY (2003)
 DK2101
 DK2101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JF)
 DK2101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1155 ***********************************************************************
 DK1155  DESIGNATION -  60 M BOLT
 DK1155  PID         -  DK1155
 DK1155  STATE/COUNTY-  AR/CHICOT
 DK1155  USGS QUAD   -  READLAND (1970)
 DK1155
 DK1155                         *CURRENT SURVEY CONTROL
 DK1155  ___________________________________________________________________
 DK1155* NAD 83(1986)-  33 01 27.     (N)    091 11 33.     (W)     SCALED    
 DK1155* NAVD 88     -        33.85   (+/-2cm)     111.1    (feet)  VERTCON   
 DK1155  ___________________________________________________________________
 DK1155  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK1155
 DK1155  VERT ORDER  -  ? (See Below)
 DK1155
 DK1155.The horizontal coordinates were scaled from a topographic map and have
 DK1155.an estimated accuracy of +/- 6 seconds.
 DK1155
 DK1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1155.The vertical order pertains to the NGVD 29 superseded value.
 DK1155
 DK1155.The geoid height was determined by GEOID03.
 DK1155
 DK1155;                    North         East    Units  Estimated Accuracy
 DK1155;SPC AR S     -   439,950.      475,450.      MT  (+/- 180 meters Scaled)
 DK1155
 DK1155                          SUPERSEDED SURVEY CONTROL
 DK1155
 DK1155  NGVD 29 (??/??/??)   33.921  (m)          111.29   (f) ADJUSTED    ?  
 DK1155
 DK1155.Superseded values are not recommended for survey control.
 DK1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1155.See file dsdata.txt to determine how the superseded data were derived.
 DK1155
 DK1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688554(NAD 83)
 DK1155_MARKER: B = BOLT
 DK1155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1155_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1155
 DK1155  HISTORY     - Date     Condition        Report By
 DK1155  HISTORY     - UNK      MONUMENTED       DOD
 DK1155  HISTORY     - 1968     POOR             USGS
 DK1155
 DK1155                          STATION DESCRIPTION
 DK1155
 DK1155'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DK1155'1.7 MI E FROM ARKLA.
 DK1155'1.7 MILES EAST ALONG U.S. HIGHWAY 65 FROM ARKLA, 1 MILE NORTHWEST OF
 DK1155'STERLING LANDING, 2 MILES NORTH OF THE LOUISIANA-ARKANSAS STATE LINE,
 DK1155'AT THE INTERSECTION OF U.S. HIGHWAY 65 AND A DIRT ROAD LEADING SOUTH
 DK1155'TO THE LEVEE AND STERLING LANDING, ON THE LANDSIDE OF LEVEE STATION
 DK1155'3900, 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET WEST OF
 DK1155'THE CENTER LINE OF THE ROAD, AND 10 FEET EAST OF THE SOUTHEAST CORNER
 DK1155'OF A STORE.  SET IN THE TOP OF A STONE 3 FEET UNDER GROUND, ACCESS TO
 DK1155'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 1 FOOT ABOVE GROUND AND
 DK1155'BEARING A CORPS OF ENGINEERS, U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1300 ***********************************************************************
 EJ1300  DESIGNATION -  607 HS
 EJ1300  PID         -  EJ1300
 EJ1300  STATE/COUNTY-  AR/GARLAND
 EJ1300  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1300
 EJ1300                         *CURRENT SURVEY CONTROL
 EJ1300  ___________________________________________________________________
 EJ1300* NAD 83(1986)-  34 30 49.     (N)    093 03 13.     (W)     SCALED    
 EJ1300* NAVD 88     -       185.591  (meters)     608.89   (feet)  ADJUSTED  
 EJ1300  ___________________________________________________________________
 EJ1300  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ1300  DYNAMIC HT  -         185.409 (meters)     608.30  (feet)  COMP
 EJ1300  MODELED GRAV-     979,646.9   (mgal)                       NAVD 88
 EJ1300
 EJ1300  VERT ORDER  -  SECOND    CLASS 0
 EJ1300
 EJ1300.The horizontal coordinates were scaled from a topographic map and have
 EJ1300.an estimated accuracy of +/- 6 seconds.
 EJ1300
 EJ1300.The orthometric height was determined by differential leveling
 EJ1300.and adjusted by the National Geodetic Survey in June 1991..
 EJ1300.WARNING-Repeat measurements at this control monument indicate possible
 EJ1300.vertical movement.
 EJ1300
 EJ1300.The geoid height was determined by GEOID03.
 EJ1300
 EJ1300.The dynamic height is computed by dividing the NAVD 88
 EJ1300.geopotential number by the normal gravity value computed on the
 EJ1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1300.degrees latitude (g = 980.6199 gals.).
 EJ1300
 EJ1300.The modeled gravity was interpolated from observed gravity values.
 EJ1300
 EJ1300;                    North         East    Units  Estimated Accuracy
 EJ1300;SPC AR S     -   605,350.      303,260.      MT  (+/- 180 meters Scaled)
 EJ1300
 EJ1300                          SUPERSEDED SURVEY CONTROL
 EJ1300
 EJ1300  NGVD 29 (??/??/92)  185.585  (m)          608.87   (f) ADJ UNCH    2 0
 EJ1300
 EJ1300.Superseded values are not recommended for survey control.
 EJ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1300.See file dsdata.txt to determine how the superseded data were derived.
 EJ1300
 EJ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU950191(NAD 83)
 EJ1300_MARKER: DB = BENCH MARK DISK
 EJ1300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1300_SP_SET: CONCRETE BASE
 EJ1300_STAMPING: 607 H.S.
 EJ1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1300
 EJ1300  HISTORY     - Date     Condition        Report By
 EJ1300  HISTORY     - UNK      MONUMENTED       USGS
 EJ1300  HISTORY     - 1935     GOOD             NGS
 EJ1300
 EJ1300                          STATION DESCRIPTION
 EJ1300
 EJ1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1300'IN HOT SPRINGS.
 EJ1300'VERTICAL BRONZE TABLET IN CONCRETE BASE OF HOKE SMITH MONUMENT AT
 EJ1300'NORTH SIDE OF ENTRANCE TO U.S. RESERVATION.  75 FEET EAST OF
 EJ1300'CENTERLINE OF CENTRAL AVENUE (HWY.70.) 38.6 FT. NORTH OF NORTHWEST
 EJ1300'CORNER OF FORDYCE HOTEL.  16.4 FEET NORTH OF CENTERLINE OF DRIVEWAY
 EJ1300'INTO RESERVATION.  0.7 FT. ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1154 ***********************************************************************
 DK1154  DESIGNATION -  61 M BOLT
 DK1154  PID         -  DK1154
 DK1154  STATE/COUNTY-  AR/CHICOT
 DK1154  USGS QUAD   -  READLAND (1970)
 DK1154
 DK1154                         *CURRENT SURVEY CONTROL
 DK1154  ___________________________________________________________________
 DK1154* NAD 83(1986)-  33 01 33.     (N)    091 11 33.     (W)     SCALED    
 DK1154* NAVD 88     -        33.85   (+/-2cm)     111.1    (feet)  VERTCON   
 DK1154  ___________________________________________________________________
 DK1154  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK1154
 DK1154  VERT ORDER  -  ? (See Below)
 DK1154
 DK1154.The horizontal coordinates were scaled from a topographic map and have
 DK1154.an estimated accuracy of +/- 6 seconds.
 DK1154
 DK1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1154.The vertical order pertains to the NGVD 29 superseded value.
 DK1154
 DK1154.The geoid height was determined by GEOID03.
 DK1154
 DK1154;                    North         East    Units  Estimated Accuracy
 DK1154;SPC AR S     -   440,140.      475,450.      MT  (+/- 180 meters Scaled)
 DK1154
 DK1154                          SUPERSEDED SURVEY CONTROL
 DK1154
 DK1154  NGVD 29 (??/??/??)   33.923  (m)          111.30   (f) ADJUSTED    ?  
 DK1154
 DK1154.Superseded values are not recommended for survey control.
 DK1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1154.See file dsdata.txt to determine how the superseded data were derived.
 DK1154
 DK1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688556(NAD 83)
 DK1154_MARKER: B = BOLT
 DK1154_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1154_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1154
 DK1154  HISTORY     - Date     Condition        Report By
 DK1154  HISTORY     - UNK      MONUMENTED       DOD
 DK1154  HISTORY     - 1968     GOOD             USGS
 DK1154
 DK1154                          STATION DESCRIPTION
 DK1154
 DK1154'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DK1154'3.5 MI SE FROM READLAND.
 DK1154'READLAND, CHICOT CO., ABOUT 3.5 MI. SE ALONG OLD HWY. 65 FROM.  T. 19
 DK1154'S., R. 1 W., NEAR COR. BETWEEN SECS. 22 AND 27, ABOUT 500 FT. N. OF A
 DK1154'T-RD. W., 85 FT. W. OF A PAVED RD., 19 FT. NE OF SE COR. OF A RED
 DK1154'BRICK HOUSE, A COPPER BOLT SET IN THE TOP OF A STONE ABOUT 3.0 FT.
 DK1154'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 DK1154'CORPS OF ENGRS., U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1153 ***********************************************************************
 DK1153  DESIGNATION -  61 M CAP
 DK1153  PID         -  DK1153
 DK1153  STATE/COUNTY-  AR/CHICOT
 DK1153  USGS QUAD   -  READLAND (1970)
 DK1153
 DK1153                         *CURRENT SURVEY CONTROL
 DK1153  ___________________________________________________________________
 DK1153* NAD 83(1986)-  33 01 33.     (N)    091 11 33.     (W)     SCALED    
 DK1153* NAVD 88     -        35.07   (+/-2cm)     115.1    (feet)  VERTCON   
 DK1153  ___________________________________________________________________
 DK1153  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK1153
 DK1153  VERT ORDER  -  ? (See Below)
 DK1153
 DK1153.The horizontal coordinates were scaled from a topographic map and have
 DK1153.an estimated accuracy of +/- 6 seconds.
 DK1153
 DK1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1153.The vertical order pertains to the NGVD 29 superseded value.
 DK1153
 DK1153.The geoid height was determined by GEOID03.
 DK1153
 DK1153;                    North         East    Units  Estimated Accuracy
 DK1153;SPC AR S     -   440,140.      475,450.      MT  (+/- 180 meters Scaled)
 DK1153
 DK1153                          SUPERSEDED SURVEY CONTROL
 DK1153
 DK1153  NGVD 29 (??/??/??)   35.141  (m)          115.29   (f) ADJUSTED    ?  
 DK1153
 DK1153.Superseded values are not recommended for survey control.
 DK1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1153.See file dsdata.txt to determine how the superseded data were derived.
 DK1153
 DK1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688556(NAD 83)
 DK1153_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1153_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1153
 DK1153  HISTORY     - Date     Condition        Report By
 DK1153  HISTORY     - UNK      MONUMENTED       DOD
 DK1153  HISTORY     - 1968     GOOD             USGS
 DK1153
 DK1153                          STATION DESCRIPTION
 DK1153
 DK1153'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DK1153'3.5 MI SE FROM READLAND.
 DK1153'READLAND, 3.5 MILES SOUTHEAST ALONG OLD HIGHWAY 65 FROM.  T. 19 S., R.
 DK1153'1 W., NEAR 1/4 COR. BETWEEN SECS. 22 AND 27, 500 FEET N OF A T-ROAD,
 DK1153'W., 85 FEET W OF A PAVED ROAD, 19 FEET NE OF SE COR. OF A RED BRICK
 DK1153'HOUSE, AN IRON PIPE BEARING A CORPS OF ENGRS., U. S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1009 ***********************************************************************
 FG1009  DESIGNATION -  62
 FG1009  PID         -  FG1009
 FG1009  STATE/COUNTY-  AR/POPE
 FG1009  USGS QUAD   -  DELAWARE (1993)
 FG1009
 FG1009                         *CURRENT SURVEY CONTROL
 FG1009  ___________________________________________________________________
 FG1009* NAD 83(1986)-  35 19 48.     (N)    093 15 13.     (W)     SCALED    
 FG1009* NAVD 88     -       112.728  (meters)     369.84   (feet)  ADJUSTED  
 FG1009  ___________________________________________________________________
 FG1009  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FG1009  DYNAMIC HT  -         112.622 (meters)     369.49  (feet)  COMP
 FG1009  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 FG1009
 FG1009  VERT ORDER  -  FIRST     CLASS II
 FG1009
 FG1009.The horizontal coordinates were scaled from a topographic map and have
 FG1009.an estimated accuracy of +/- 6 seconds.
 FG1009
 FG1009.The orthometric height was determined by differential leveling
 FG1009.and adjusted by the National Geodetic Survey in June 1991..
 FG1009
 FG1009.The geoid height was determined by GEOID03.
 FG1009
 FG1009.The dynamic height is computed by dividing the NAVD 88
 FG1009.geopotential number by the normal gravity value computed on the
 FG1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1009.degrees latitude (g = 980.6199 gals.).
 FG1009
 FG1009.The modeled gravity was interpolated from observed gravity values.
 FG1009
 FG1009;                    North         East    Units  Estimated Accuracy
 FG1009;SPC AR N     -   111,300.      286,030.      MT  (+/- 180 meters Scaled)
 FG1009
 FG1009                          SUPERSEDED SURVEY CONTROL
 FG1009
 FG1009.No superseded survey control is available for this station.
 FG1009
 FG1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV769096(NAD 83)
 FG1009_MARKER: DD = SURVEY DISK
 FG1009_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FG1009_STAMPING: 62 U.S.E.
 FG1009_MARK LOGO: USE   
 FG1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1009+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 FG1009
 FG1009  HISTORY     - Date     Condition        Report By
 FG1009  HISTORY     - UNK      MONUMENTED       DOD
 FG1009  HISTORY     - 1935     GOOD             NGS
 FG1009  HISTORY     - 1984     GOOD             NGS
 FG1009  HISTORY     - 1989     GOOD             USPSQD
 FG1009  HISTORY     - 1990     GOOD             USPSQD
 FG1009  HISTORY     - 20050701 GOOD             GEOCAC
 FG1009
 FG1009                          STATION DESCRIPTION
 FG1009
 FG1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1009'IN LONDON.
 FG1009'IN LONDON, BRONZE TABLET SET IN SIDEWALK.  114.2 FEET NORTH OF
 FG1009'CENTERLINE OF MISSOURI PACIFIC R.R.MAIN LINE TRACK.  109.3 FEET
 FG1009'NORTHEAST OF SECOND TELEGRAPH POLE WEST OF M.P. 425-20.  26 FEET NORTH
 FG1009'OF CENTERLINE OF U.S.HWY. 64.  ABOUT .3 FT. SOUTH OF SOUTH EDGE OF
 FG1009'CONCRETE BLOCK WALL OF BUILDING OWNED BY H.F.WOODS.
 FG1009
 FG1009                          STATION RECOVERY (1984)
 FG1009
 FG1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1009'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN LONDON, AT
 FG1009'THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING WEST OF STATE
 FG1009'HIGHWAY 333 SOUTH AND EAST OF STATE HIGHWAY 333 NORTH, ON THE NORTH
 FG1009'SIDE OF THE HIGHWAY, SET IN THE SIDEWALK, AND 0.9 METER (0.3 FT) SOUTH
 FG1009'OF THE SOUTHWEST CORNER OF THE BLOCK BUILDING.
 FG1009'THE MARK IS ABOVE LEVEL WITH HIGHWAY 333.
 FG1009
 FG1009                          STATION RECOVERY (1989)
 FG1009
 FG1009'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1009'RECOVERED IN GOOD CONDITION.
 FG1009
 FG1009                          STATION RECOVERY (1990)
 FG1009
 FG1009'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1009'RECOVERED IN GOOD CONDITION.
 FG1009
 FG1009                          STATION RECOVERY (2005)
 FG1009
 FG1009'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FG1009'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0977 ***********************************************************************
 DK0977  DESIGNATION -  63/3
 DK0977  PID         -  DK0977
 DK0977  STATE/COUNTY-  AR/DESHA
 DK0977  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0977
 DK0977                         *CURRENT SURVEY CONTROL
 DK0977  ___________________________________________________________________
 DK0977* NAD 83(1986)-  33 36 22.     (N)    091 12 40.     (W)     SCALED    
 DK0977* NAVD 88     -        41.60   (+/-2cm)     136.5    (feet)  VERTCON   
 DK0977  ___________________________________________________________________
 DK0977  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK0977
 DK0977  VERT ORDER  -  ? (See Below)
 DK0977
 DK0977.The horizontal coordinates were scaled from a topographic map and have
 DK0977.an estimated accuracy of +/- 6 seconds.
 DK0977
 DK0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0977.The vertical order pertains to the NGVD 29 superseded value.
 DK0977
 DK0977.The geoid height was determined by GEOID03.
 DK0977
 DK0977;                    North         East    Units  Estimated Accuracy
 DK0977;SPC AR S     -   504,480.      473,210.      MT  (+/- 180 meters Scaled)
 DK0977
 DK0977                          SUPERSEDED SURVEY CONTROL
 DK0977
 DK0977  NGVD 29 (??/??/??)   41.713  (m)          136.85   (f) ADJUSTED    ?  
 DK0977
 DK0977.Superseded values are not recommended for survey control.
 DK0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0977.See file dsdata.txt to determine how the superseded data were derived.
 DK0977
 DK0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT659199(NAD 83)
 DK0977_MARKER: Z = SEE DESCRIPTION
 DK0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0977_SP_SET: STONE
 DK0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0977+STABILITY: SURFACE MOTION
 DK0977
 DK0977  HISTORY     - Date     Condition        Report By
 DK0977  HISTORY     - UNK      MONUMENTED       DOD
 DK0977  HISTORY     - 1934     GOOD             CGS
 DK0977  HISTORY     - 20050324 MARK NOT FOUND   ARHD
 DK0977
 DK0977                          STATION DESCRIPTION
 DK0977
 DK0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0977'IN ARKANSAS CITY.
 DK0977'B.M. IS A STONE POST LOCATED ON THE RIGHT BANK OF THE MISS. RIVER, AT
 DK0977'ARK. CITY, DESHA CO., ARK., IN LOWER PART OF TOWN, 1690 FT. NORTHWEST
 DK0977'OF LEVEE, ABOUT 480 FT. NORTH OF CENTER LINE OF DRAINAGE DITCH, ABOUT
 DK0977'100 FT. SOUTHEAST OF INTERSECTION OF TWO STREETS, ON SOUTHWEST SIDE OF
 DK0977'A NORTHWEST AND SOUTHEAST STREET, 131 FT. SOUTHWEST OF TWO TALL LONE
 DK0977'30-INCH PECAN TREES WHICH ARE BLAZED.
 DK0977
 DK0977                          STATION RECOVERY (2005)
 DK0977
 DK0977'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0123 ***********************************************************************
 EK0123  DESIGNATION -  633
 EK0123  PID         -  EK0123
 EK0123  STATE/COUNTY-  AR/SEVIER
 EK0123  USGS QUAD   -  GILLHAM (1964)
 EK0123
 EK0123                         *CURRENT SURVEY CONTROL
 EK0123  ___________________________________________________________________
 EK0123* NAD 83(1986)-  34 08 39.     (N)    094 17 51.     (W)     SCALED    
 EK0123* NAVD 88     -       192.908  (meters)     632.90   (feet)  ADJUSTED  
 EK0123  ___________________________________________________________________
 EK0123  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 EK0123  DYNAMIC HT  -         192.712 (meters)     632.26  (feet)  COMP
 EK0123  MODELED GRAV-     979,615.8   (mgal)                       NAVD 88
 EK0123
 EK0123  VERT ORDER  -  FIRST     CLASS II
 EK0123
 EK0123.The horizontal coordinates were scaled from a topographic map and have
 EK0123.an estimated accuracy of +/- 6 seconds.
 EK0123
 EK0123.The orthometric height was determined by differential leveling
 EK0123.and adjusted by the National Geodetic Survey in June 1991..
 EK0123
 EK0123.The geoid height was determined by GEOID03.
 EK0123
 EK0123.The dynamic height is computed by dividing the NAVD 88
 EK0123.geopotential number by the normal gravity value computed on the
 EK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0123.degrees latitude (g = 980.6199 gals.).
 EK0123
 EK0123.The modeled gravity was interpolated from observed gravity values.
 EK0123
 EK0123;                    North         East    Units  Estimated Accuracy
 EK0123;SPC AR S     -   566,250.      188,140.      MT  (+/- 180 meters Scaled)
 EK0123
 EK0123                          SUPERSEDED SURVEY CONTROL
 EK0123
 EK0123  NGVD 29 (??/??/92)  192.883  (m)          632.82   (f) ADJ UNCH    1 2
 EK0123
 EK0123.Superseded values are not recommended for survey control.
 EK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0123.See file dsdata.txt to determine how the superseded data were derived.
 EK0123
 EK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT803789(NAD 83)
 EK0123_MARKER: P = PIPE CAP
 EK0123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0123_STAMPING: 633 1908
 EK0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0123
 EK0123  HISTORY     - Date     Condition        Report By
 EK0123  HISTORY     - 1908     MONUMENTED       USGS
 EK0123  HISTORY     - 1962     POOR             NGS
 EK0123  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0123
 EK0123                          STATION DESCRIPTION
 EK0123
 EK0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0123'AT KINGS.
 EK0123'THIS MARK RECOVERED ABOUT 0.15 MILE NORTH OF KINGS POST OFFICE,
 EK0123'ABOUT 60 FEET EAST OF THE TRACK AND 7 FEET EAST OF THE CENTERLINE
 EK0123'OF A ROAD LEADING NORTH ALONG THE RAILROAD.  THE PIPE PROJECTS
 EK0123'ABOUT 30 INCHES.
 EK0123
 EK0123                          STATION RECOVERY (1985)
 EK0123
 EK0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0123'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD MAINTENANCE EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1016 ***********************************************************************
 FG1016  DESIGNATION -  64
 FG1016  PID         -  FG1016
 FG1016  STATE/COUNTY-  AR/POPE
 FG1016  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1016
 FG1016                         *CURRENT SURVEY CONTROL
 FG1016  ___________________________________________________________________
 FG1016* NAD 83(1986)-  35 17 28.     (N)    093 09 36.     (W)     SCALED    
 FG1016* NAVD 88     -       104.504  (meters)     342.86   (feet)  ADJUSTED  
 FG1016  ___________________________________________________________________
 FG1016  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FG1016  DYNAMIC HT  -         104.405 (meters)     342.54  (feet)  COMP
 FG1016  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FG1016
 FG1016  VERT ORDER  -  FIRST     CLASS II
 FG1016
 FG1016.The horizontal coordinates were scaled from a topographic map and have
 FG1016.an estimated accuracy of +/- 6 seconds.
 FG1016
 FG1016.The orthometric height was determined by differential leveling
 FG1016.and adjusted by the National Geodetic Survey in June 1991..
 FG1016
 FG1016.The geoid height was determined by GEOID03.
 FG1016
 FG1016.The dynamic height is computed by dividing the NAVD 88
 FG1016.geopotential number by the normal gravity value computed on the
 FG1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1016.degrees latitude (g = 980.6199 gals.).
 FG1016
 FG1016.The modeled gravity was interpolated from observed gravity values.
 FG1016
 FG1016;                    North         East    Units  Estimated Accuracy
 FG1016;SPC AR N     -   106,880.      294,490.      MT  (+/- 180 meters Scaled)
 FG1016
 FG1016                          SUPERSEDED SURVEY CONTROL
 FG1016
 FG1016  NGVD 29 (??/??/92)  104.497  (m)          342.84   (f) ADJ UNCH    1 2
 FG1016
 FG1016.Superseded values are not recommended for survey control.
 FG1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1016.See file dsdata.txt to determine how the superseded data were derived.
 FG1016
 FG1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV854053(NAD 83)
 FG1016_MARKER: DD = SURVEY DISK
 FG1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1016_STAMPING: BM 64
 FG1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1016+STABILITY: SURFACE MOTION
 FG1016
 FG1016  HISTORY     - Date     Condition        Report By
 FG1016  HISTORY     - UNK      MONUMENTED       USE
 FG1016  HISTORY     - 1932     GOOD             NGS
 FG1016  HISTORY     - 1935     GOOD             NGS
 FG1016
 FG1016                          STATION DESCRIPTION
 FG1016
 FG1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1016'1.6 MI W FROM RUSSELLVILLE.
 FG1016'ABOUT 1.6 MILES WEST ALONG THE MISSOURI PACIFIC RR FROM RUSSELLVILLE,
 FG1016'POPE COUNTY, ABOUT 12 1/2 POLES WEST OF MILEPOST 419, 35 FEET EAST OF
 FG1016'A ROAD CROSSING, 48 FEET SOUTH OF THE TRACK, AND AT A POLE PAINTED
 FG1016'343/2.  A CORPS OF ENGINEERS, US ARMY STANDARD DISK, STAMPED 64 AND
 FG1016'SET IN THE TOP OF A CONCRETE POST.
 FG1016
 FG1016                          STATION RECOVERY (1935)
 FG1016
 FG1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0230 ***********************************************************************
 EJ0230  DESIGNATION -  64
 EJ0230  PID         -  EJ0230
 EJ0230  STATE/COUNTY-  AR/SALINE
 EJ0230  USGS QUAD   -  CONGO (1984)
 EJ0230
 EJ0230                         *CURRENT SURVEY CONTROL
 EJ0230  ___________________________________________________________________
 EJ0230* NAD 83(1986)-  34 39 00.     (N)    092 30 53.     (W)     SCALED    
 EJ0230* NAVD 88     -       143.004  (meters)     469.17   (feet)  ADJUSTED  
 EJ0230  ___________________________________________________________________
 EJ0230  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ0230  DYNAMIC HT  -         142.869 (meters)     468.73  (feet)  COMP
 EJ0230  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 EJ0230
 EJ0230  VERT ORDER  -  SECOND    CLASS 0
 EJ0230
 EJ0230.The horizontal coordinates were scaled from a topographic map and have
 EJ0230.an estimated accuracy of +/- 6 seconds.
 EJ0230
 EJ0230.The orthometric height was determined by differential leveling
 EJ0230.and adjusted by the National Geodetic Survey in June 1991..
 EJ0230
 EJ0230.The geoid height was determined by GEOID03.
 EJ0230
 EJ0230.The dynamic height is computed by dividing the NAVD 88
 EJ0230.geopotential number by the normal gravity value computed on the
 EJ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0230.degrees latitude (g = 980.6199 gals.).
 EJ0230
 EJ0230.The modeled gravity was interpolated from observed gravity values.
 EJ0230
 EJ0230;                    North         East    Units  Estimated Accuracy
 EJ0230;SPC AR S     -   620,100.      352,810.      MT  (+/- 180 meters Scaled)
 EJ0230
 EJ0230                          SUPERSEDED SURVEY CONTROL
 EJ0230
 EJ0230  NGVD 29 (??/??/92)  143.040  (m)          469.29   (f) ADJ UNCH    2 0
 EJ0230
 EJ0230.Superseded values are not recommended for survey control.
 EJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0230.See file dsdata.txt to determine how the superseded data were derived.
 EJ0230
 EJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU444343(NAD 83)
 EJ0230_MARKER: DB = BENCH MARK DISK
 EJ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0230_STAMPING: STA NO 64 1934
 EJ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0230+STABILITY: SURFACE MOTION
 EJ0230
 EJ0230  HISTORY     - Date     Condition        Report By
 EJ0230  HISTORY     - 1934     MONUMENTED       CGS
 EJ0230  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0230  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0230
 EJ0230                          STATION DESCRIPTION
 EJ0230
 EJ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0230'3.1 MI NW FROM COLLEGEVILLE.
 EJ0230'3.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE SOUTHEAST CORNER OF
 EJ0230'PINECREST MEMORIAL PARK AT COLLEGEVILLE, SALINE COUNTY, 600 FEET EAST
 EJ0230'OF THE E. DUNCAN FARMHOUSE, 135 FEET NORTH OF THE CENTER OF THE
 EJ0230'INTERSECTION OF A GRADED ROAD LEADING WEST, AND 19.7 FEET EAST OF THE
 EJ0230'CENTERLINE OF THE GRAVEL ROAD.  A STANDARD DISK, STAMPED STA NO 64
 EJ0230'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0230
 EJ0230                          STATION RECOVERY (1973)
 EJ0230
 EJ0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EJ0230'MARK NOT FOUND.
 EJ0230
 EJ0230                          STATION RECOVERY (1989)
 EJ0230
 EJ0230'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0982 ***********************************************************************
 DK0982  DESIGNATION -  64 D CAP
 DK0982  PID         -  DK0982
 DK0982  STATE/COUNTY-  AR/CHICOT
 DK0982  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0982
 DK0982                         *CURRENT SURVEY CONTROL
 DK0982  ___________________________________________________________________
 DK0982* NAD 83(1986)-  33 32 58.     (N)    091 14 23.     (W)     SCALED    
 DK0982* NAVD 88     -        41.23   (+/-2cm)     135.3    (feet)  VERTCON   
 DK0982  ___________________________________________________________________
 DK0982  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK0982
 DK0982  VERT ORDER  -  ? (See Below)
 DK0982
 DK0982.The horizontal coordinates were scaled from a topographic map and have
 DK0982.an estimated accuracy of +/- 6 seconds.
 DK0982
 DK0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0982.The vertical order pertains to the NGVD 29 superseded value.
 DK0982
 DK0982.The geoid height was determined by GEOID03.
 DK0982
 DK0982;                    North         East    Units  Estimated Accuracy
 DK0982;SPC AR S     -   498,170.      470,600.      MT  (+/- 180 meters Scaled)
 DK0982
 DK0982                          SUPERSEDED SURVEY CONTROL
 DK0982
 DK0982  NGVD 29 (??/??/??)   41.331  (m)          135.60   (f) ADJUSTED    ?  
 DK0982
 DK0982.Superseded values are not recommended for survey control.
 DK0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0982.See file dsdata.txt to determine how the superseded data were derived.
 DK0982
 DK0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT634135(NAD 83)
 DK0982_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0982_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0982
 DK0982  HISTORY     - Date     Condition        Report By
 DK0982  HISTORY     - UNK      MONUMENTED       DOD
 DK0982  HISTORY     - 1934     GOOD             CGS
 DK0982
 DK0982                          STATION DESCRIPTION
 DK0982
 DK0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0982'4 MI S FROM ARKANSAS CITY.
 DK0982'B.M. 64/D IS A TILE AND PIPE BENCH, LOCATED ON THE RIGHT BANK OF MISS.
 DK0982'RIVER, 4 MILES BELOW ARKANSAS CITY, CHICOT COUNTY, ARK., 1/2 MILE
 DK0982'NORTHWEST OF EUNICE LANDING, BETWEEN LEVEE AND LITTLE BOGGY BAYOU, 300
 DK0982'FEET BACK OF LEVEE, AND 700 FEET EAST OF BAYOU, 1200 FEET SOUTH OF
 DK0982'LEVEE PIPE 1050, IN EDGE OF WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2019 ***********************************************************************
 EJ2019  DESIGNATION -  655
 EJ2019  PID         -  EJ2019
 EJ2019  STATE/COUNTY-  AR/PIKE
 EJ2019  USGS QUAD   -  NATHAN (1970)
 EJ2019
 EJ2019                         *CURRENT SURVEY CONTROL
 EJ2019  ___________________________________________________________________
 EJ2019* NAD 83(1997)-  34 02 52.19732(N)    093 46 43.23098(W)     ADJUSTED  
 EJ2019* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 EJ2019  ___________________________________________________________________
 EJ2019  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 EJ2019  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EJ2019
 EJ2019  HORZ ORDER  -  SECOND
 EJ2019
 EJ2019.The horizontal coordinates were established by classical geodetic methods
 EJ2019.and adjusted by the National Geodetic Survey in September 1999..
 EJ2019
 EJ2019.The orthometric height was scaled from a topographic map.
 EJ2019
 EJ2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2019
 EJ2019.The geoid height was determined by GEOID03.
 EJ2019
 EJ2019;                    North         East     Units Scale Factor Converg.
 EJ2019;SPC AR S     -   554,614.674   235,791.274   MT  0.99991850   -0 59 43.8
 EJ2019;SPC AR S     - 1,819,598.31    773,591.87   sFT  0.99991850   -0 59 43.8
 EJ2019;UTM  15      - 3,767,733.021   428,130.525   MT  0.99966367   -0 26 09.6
 EJ2019
 EJ2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2019!SPC AR S     -   0.99997305  x   0.99991850  =   0.99989155
 EJ2019!UTM  15      -   0.99997305  x   0.99966367  =   0.99963673
 EJ2019
 EJ2019                          SUPERSEDED SURVEY CONTROL
 EJ2019
 EJ2019  NAD 83(1997)-  34 02 52.20423(N)    093 46 43.22620(W) AD(       ) 2
 EJ2019  NAD 83(1986)-  34 02 52.20627(N)    093 46 43.22216(W) AD(       ) 2
 EJ2019  NAD 27      -  34 02 51.81010(N)    093 46 42.57080(W) AD(       ) 2
 EJ2019
 EJ2019.Superseded values are not recommended for survey control.
 EJ2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2019.See file dsdata.txt to determine how the superseded data were derived.
 EJ2019
 EJ2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2813167733(NAD 83)
 EJ2019_MARKER: DD = SURVEY DISK
 EJ2019_SETTING: 0 = UNSPECIFIED SETTING
 EJ2019
 EJ2019  HISTORY     - Date     Condition        Report By
 EJ2019  HISTORY     - 1957     MONUMENTED       USGS
 EJ2019
 EJ2019                          STATION DESCRIPTION
 EJ2019
 EJ2019'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 EJ2019'SEE STATION HIGHLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1765 ***********************************************************************
 EH1765  DESIGNATION -  6/7
 EH1765  PID         -  EH1765
 EH1765  STATE/COUNTY-  AR/JEFFERSON
 EH1765  USGS QUAD   -  ROB ROY (1971)
 EH1765
 EH1765                         *CURRENT SURVEY CONTROL
 EH1765  ___________________________________________________________________
 EH1765* NAD 83(1986)-  34 17 43.     (N)    091 54 31.     (W)     SCALED    
 EH1765* NAVD 88     -        63.586  (meters)     208.62   (feet)  ADJUSTED  
 EH1765  ___________________________________________________________________
 EH1765  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1765  DYNAMIC HT  -          63.525 (meters)     208.41  (feet)  COMP
 EH1765  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 EH1765
 EH1765  VERT ORDER  -  SECOND    CLASS 0
 EH1765
 EH1765.The horizontal coordinates were scaled from a topographic map and have
 EH1765.an estimated accuracy of +/- 6 seconds.
 EH1765
 EH1765.The orthometric height was determined by differential leveling
 EH1765.and adjusted by the National Geodetic Survey in June 1991..
 EH1765
 EH1765.The geoid height was determined by GEOID03.
 EH1765
 EH1765.The dynamic height is computed by dividing the NAVD 88
 EH1765.geopotential number by the normal gravity value computed on the
 EH1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1765.degrees latitude (g = 980.6199 gals.).
 EH1765
 EH1765.The modeled gravity was interpolated from observed gravity values.
 EH1765
 EH1765;                    North         East    Units  Estimated Accuracy
 EH1765;SPC AR S     -   580,640.      408,410.      MT  (+/- 180 meters Scaled)
 EH1765
 EH1765                          SUPERSEDED SURVEY CONTROL
 EH1765
 EH1765  NGVD 29 (??/??/??)   63.617  (m)          208.72   (f) ADJUSTED    2 0
 EH1765
 EH1765.Superseded values are not recommended for survey control.
 EH1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1765.See file dsdata.txt to determine how the superseded data were derived.
 EH1765
 EH1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT004954(NAD 83)
 EH1765_MARKER: P = PIPE CAP
 EH1765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1765_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1765_STAMPING: B M 6/7
 EH1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1765
 EH1765  HISTORY     - Date     Condition        Report By
 EH1765  HISTORY     - UNK      MONUMENTED       DOD
 EH1765  HISTORY     - 1940     GOOD             CGS
 EH1765  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1765
 EH1765                          STATION DESCRIPTION
 EH1765
 EH1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1765'1.3 MI NW FROM ROB ROY.
 EH1765'1.3 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE ST. LOUIS
 EH1765'SOUTHWESTERN RAILWAY STATION AT ROB ROY, JEFFERSON COUNTY, 70 YARDS
 EH1765'EAST OF CONCRETE MILEPOST 6/7, 55 YARDS NORTHEAST OF THE ROAD, 120
 EH1765'FEET NORTH OF A 40-INCH COTTONWOOD TREE NORTH OF A TENANT HOUSE, 10
 EH1765'FEET NORTHEAST OF A HOGPEN, AND 3 FEET NORTHWEST OF A FENCE.  A
 EH1765'STANDARD CAP, STAMPED B M 6/7 AND RIVETED ON THE TOP OF A 3-INCH IRON
 EH1765'PIPE PROJECTING 10 INCHES ABOVE GROUND.
 EH1765
 EH1765                          STATION RECOVERY (2003)
 EH1765
 EH1765'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0359 ***********************************************************************
 EJ0359  DESIGNATION -  67
 EJ0359  PID         -  EJ0359
 EJ0359  STATE/COUNTY-  AR/PULASKI
 EJ0359  USGS QUAD   -  SPRING LAKE (1987)
 EJ0359
 EJ0359                         *CURRENT SURVEY CONTROL
 EJ0359  ___________________________________________________________________
 EJ0359* NAD 83(1986)-  34 36 40.     (N)    092 19 11.     (W)     SCALED    
 EJ0359* NAVD 88     -       127.709  (meters)     418.99   (feet)  ADJUSTED  
 EJ0359  ___________________________________________________________________
 EJ0359  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ0359  DYNAMIC HT  -         127.589 (meters)     418.60  (feet)  COMP
 EJ0359  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 EJ0359
 EJ0359  VERT ORDER  -  SECOND    CLASS 0
 EJ0359
 EJ0359.The horizontal coordinates were scaled from a topographic map and have
 EJ0359.an estimated accuracy of +/- 6 seconds.
 EJ0359
 EJ0359.The orthometric height was determined by differential leveling
 EJ0359.and adjusted by the National Geodetic Survey in June 1991..
 EJ0359
 EJ0359.The geoid height was determined by GEOID03.
 EJ0359
 EJ0359.The dynamic height is computed by dividing the NAVD 88
 EJ0359.geopotential number by the normal gravity value computed on the
 EJ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0359.degrees latitude (g = 980.6199 gals.).
 EJ0359
 EJ0359.The modeled gravity was interpolated from observed gravity values.
 EJ0359
 EJ0359;                    North         East    Units  Estimated Accuracy
 EJ0359;SPC AR S     -   615,710.      370,680.      MT  (+/- 180 meters Scaled)
 EJ0359
 EJ0359                          SUPERSEDED SURVEY CONTROL
 EJ0359
 EJ0359  NGVD 29 (??/??/92)  127.757  (m)          419.15   (f) ADJ UNCH    2 0
 EJ0359
 EJ0359.Superseded values are not recommended for survey control.
 EJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0359.See file dsdata.txt to determine how the superseded data were derived.
 EJ0359
 EJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU623301(NAD 83)
 EJ0359_MARKER: DD = SURVEY DISK
 EJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0359_STAMPING: STA NO 67 1934
 EJ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0359+STABILITY: SURFACE MOTION
 EJ0359
 EJ0359  HISTORY     - Date     Condition        Report By
 EJ0359  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0359
 EJ0359                          STATION DESCRIPTION
 EJ0359
 EJ0359'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0359'9.5 MI S FROM LITTLE ROCK.
 EJ0359'9.5 MILES SOUTH ALONG U.S. HIGHWAY 167 FROM THE BIDDLE SHOPS OF THE
 EJ0359'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT LITTLE ROCK, PULASKI
 EJ0359'COUNTY, 0.7 MILE NORTH OF LAND MARK SCHOOL, 100 YARDS SOUTH OF THE TOP
 EJ0359'OF A SMALL HILL, ON THE OUTSIDE OF A CURVE, 275 FEET SOUTH OF THE
 EJ0359'SUTTON GROCERY IN 1935, AT THE JUNCTION OF A DIRT ROAD LEADING WEST,
 EJ0359'56.1 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 24.4 FEET NORTH OF
 EJ0359'THE CENTERLINE OF THE ROAD, AND 28.8 FEET NORTH OF A POLE.  A STANDARD
 EJ0359'DISK, STAMPED STA NO 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1070 ***********************************************************************
 DK1070  DESIGNATION -  67/D BOLT
 DK1070  PID         -  DK1070
 DK1070  STATE/COUNTY-  AR/CHICOT
 DK1070  USGS QUAD   -  MACON LAKE (1981)
 DK1070
 DK1070                         *CURRENT SURVEY CONTROL
 DK1070  ___________________________________________________________________
 DK1070* NAD 83(1986)-  33 27 23.     (N)    091 15 46.     (W)     SCALED    
 DK1070* NAVD 88     -        39.56   (+/-2cm)     129.8    (feet)  VERTCON   
 DK1070  ___________________________________________________________________
 DK1070  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1070
 DK1070  VERT ORDER  -  ? (See Below)
 DK1070
 DK1070.The horizontal coordinates were scaled from a topographic map and have
 DK1070.an estimated accuracy of +/- 6 seconds.
 DK1070
 DK1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1070.The vertical order pertains to the NGVD 29 superseded value.
 DK1070
 DK1070.The geoid height was determined by GEOID03.
 DK1070
 DK1070;                    North         East    Units  Estimated Accuracy
 DK1070;SPC AR S     -   487,840.      468,540.      MT  (+/- 180 meters Scaled)
 DK1070
 DK1070                          SUPERSEDED SURVEY CONTROL
 DK1070
 DK1070  NGVD 29 (??/??/??)   39.653  (m)          130.09   (f) ADJUSTED    ?  
 DK1070
 DK1070.Superseded values are not recommended for survey control.
 DK1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1070.See file dsdata.txt to determine how the superseded data were derived.
 DK1070
 DK1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT614032(NAD 83)
 DK1070_MARKER: B = BOLT
 DK1070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1070
 DK1070  HISTORY     - Date     Condition        Report By
 DK1070  HISTORY     - UNK      MONUMENTED       DOD
 DK1070  HISTORY     - 1934     GOOD             CGS
 DK1070
 DK1070                          STATION DESCRIPTION
 DK1070
 DK1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1070'1.5 MI SW FROM GAINES LANDING.
 DK1070'1-1/2 MILES SOUTHWEST ALONG THE LEVEE FROM THE POST OFFICE AT GAINES
 DK1070'LANDING, CHICOT COUNTY, ABOUT 200 FEET NORTHWEST OF A PROMINENT ANGLE
 DK1070'IN THE MAIN LEVEE, AND 887 FEET NORTH OF P.B.M. 31 M (U.S.E.),
 DK1070'DESCRIBED BELOW.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET
 DK1070'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 DK1070'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1071 ***********************************************************************
 DK1071  DESIGNATION -  67/D CAP
 DK1071  PID         -  DK1071
 DK1071  STATE/COUNTY-  AR/CHICOT
 DK1071  USGS QUAD   -  MACON LAKE (1981)
 DK1071
 DK1071                         *CURRENT SURVEY CONTROL
 DK1071  ___________________________________________________________________
 DK1071* NAD 83(1986)-  33 27 23.     (N)    091 15 45.     (W)     SCALED    
 DK1071* NAVD 88     -        40.78   (+/-2cm)     133.8    (feet)  VERTCON   
 DK1071  ___________________________________________________________________
 DK1071  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1071
 DK1071  VERT ORDER  -  ? (See Below)
 DK1071
 DK1071.The horizontal coordinates were scaled from a topographic map and have
 DK1071.an estimated accuracy of +/- 6 seconds.
 DK1071
 DK1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1071.The vertical order pertains to the NGVD 29 superseded value.
 DK1071
 DK1071.The geoid height was determined by GEOID03.
 DK1071
 DK1071;                    North         East    Units  Estimated Accuracy
 DK1071;SPC AR S     -   487,840.      468,560.      MT  (+/- 180 meters Scaled)
 DK1071
 DK1071                          SUPERSEDED SURVEY CONTROL
 DK1071
 DK1071  NGVD 29 (??/??/??)   40.870  (m)          134.09   (f) ADJUSTED    ?  
 DK1071
 DK1071.Superseded values are not recommended for survey control.
 DK1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1071.See file dsdata.txt to determine how the superseded data were derived.
 DK1071
 DK1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT614032(NAD 83)
 DK1071_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1071
 DK1071  HISTORY     - Date     Condition        Report By
 DK1071  HISTORY     - UNK      MONUMENTED       DOD
 DK1071  HISTORY     - 1934     GOOD             CGS
 DK1071
 DK1071                          STATION DESCRIPTION
 DK1071
 DK1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1071'1.5 MI SW FROM GAINES LDG.
 DK1071'IS A TILE AND PIPE BENCH LOCATED ON RIGHT BANK OF MISS. RIVER, 1 1/2
 DK1071'MILES BY LEVEE BELOW GAINES LANDING, CHICOT COUNTY, ARK., 200 FEET
 DK1071'NORTHWEST OF PROMINENT ANGLE IN MAIN LEVEE, WHERE LEVEE TURNS FROM
 DK1071'SOUTHWEST TO SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1350 ***********************************************************************
 FF1350  DESIGNATION -  7 B
 FF1350  PID         -  FF1350
 FF1350  STATE/COUNTY-  AR/WHITE
 FF1350  USGS QUAD   -  VELVET RIDGE (1965)
 FF1350
 FF1350                         *CURRENT SURVEY CONTROL
 FF1350  ___________________________________________________________________
 FF1350* NAD 83(1997)-  35 26 13.18491(N)    091 34 15.02050(W)     ADJUSTED  
 FF1350* NAVD 88     -       178.633  (meters)     586.07   (feet)  ADJUSTED  
 FF1350  ___________________________________________________________________
 FF1350  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FF1350  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1350  DYNAMIC HT  -         178.474 (meters)     585.54  (feet)  COMP
 FF1350  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 FF1350
 FF1350  HORZ ORDER  -  THIRD
 FF1350  VERT ORDER  -  SECOND    CLASS 0
 FF1350
 FF1350.The horizontal coordinates were established by classical geodetic methods
 FF1350.and adjusted by the National Geodetic Survey in September 1999..
 FF1350
 FF1350.The orthometric height was determined by differential leveling
 FF1350.and adjusted by the National Geodetic Survey in June 1991..
 FF1350
 FF1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1350
 FF1350.The geoid height was determined by GEOID03.
 FF1350
 FF1350.The dynamic height is computed by dividing the NAVD 88
 FF1350.geopotential number by the normal gravity value computed on the
 FF1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1350.degrees latitude (g = 980.6199 gals.).
 FF1350
 FF1350.The modeled gravity was interpolated from observed gravity values.
 FF1350
 FF1350;                    North         East     Units Scale Factor Converg.
 FF1350;SPC AR N     -   122,526.631   438,965.404   MT  0.99993922   +0 14 59.0
 FF1350;SPC AR N     -   401,989.46  1,440,172.33   sFT  0.99993922   +0 14 59.0
 FF1350;UTM  15      - 3,922,444.143   629,720.619   MT  0.99980737   +0 49 43.5
 FF1350
 FF1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1350!SPC AR N     -   0.99997623  x   0.99993922  =   0.99991545
 FF1350!UTM  15      -   0.99997623  x   0.99980737  =   0.99978361
 FF1350
 FF1350|---------------------------------------------------------------------|
 FF1350| PID    Reference Object                     Distance      Geod. Az  |
 FF1350|                                                           dddmmss.s |
 FF1350| FF1838 7 C                                 246.910 METERS 04305     |
 FF1350| FF1351 7 B AZ MK                                          1905749.6 |
 FF1350|---------------------------------------------------------------------|
 FF1350
 FF1350                          SUPERSEDED SURVEY CONTROL
 FF1350
 FF1350  NAD 83(1986)-  35 26 13.19633(N)    091 34 15.01934(W) AD(       ) 3
 FF1350  NGVD 29 (??/??/??)  178.584  (m)          585.90   (f) ADJUSTED    2 0
 FF1350
 FF1350.Superseded values are not recommended for survey control.
 FF1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1350.See file dsdata.txt to determine how the superseded data were derived.
 FF1350
 FF1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2972122444(NAD 83)
 FF1350_MARKER: DD = SURVEY DISK
 FF1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1350_STAMPING: 7B
 FF1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1350+STABILITY: SURFACE MOTION
 FF1350
 FF1350  HISTORY     - Date     Condition        Report By
 FF1350  HISTORY     - UNK      MONUMENTED       USAF
 FF1350  HISTORY     - 1962     GOOD             CGS
 FF1350
 FF1350                          STATION DESCRIPTION
 FF1350
 FF1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1350'9 MI N FROM BALD KNOB.
 FF1350'8.8 MILES NORTH ALONG U.S. HIGHWAY 167 FROM THE JUNCTION OF U.S.
 FF1350'HIGHWAYS 67 AND 167 AT THE NORTH EDGE OF BALD KNOB, THENCE 0.2
 FF1350'MILE EAST ALONG A PAVED ROAD, ABOUT 950 FEET SOUTH OF THE SILO, SET
 FF1350'IN TOP OF A CYLINDRICAL CONCRETE POST 18 INCHES IN DIAMETER AND
 FF1350'PROJECTING ABOUT 5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1351 ***********************************************************************
 FF1351  DESIGNATION -  7 B AZ MK
 FF1351  PID         -  FF1351
 FF1351  STATE/COUNTY-  AR/WHITE
 FF1351  USGS QUAD   -  VELVET RIDGE (1965)
 FF1351
 FF1351                         *CURRENT SURVEY CONTROL
 FF1351  ___________________________________________________________________
 FF1351* NAD 83(1986)-  35 26 05.     (N)    091 34 17.     (W)     SCALED    
 FF1351* NAVD 88     -       180.987  (meters)     593.79   (feet)  ADJUSTED  
 FF1351  ___________________________________________________________________
 FF1351  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1351  DYNAMIC HT  -         180.825 (meters)     593.26  (feet)  COMP
 FF1351  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 FF1351
 FF1351  VERT ORDER  -  SECOND    CLASS 0
 FF1351
 FF1351.The horizontal coordinates were scaled from a topographic map and have
 FF1351.an estimated accuracy of +/- 6 seconds.
 FF1351
 FF1351.The orthometric height was determined by differential leveling
 FF1351.and adjusted by the National Geodetic Survey in June 1991..
 FF1351
 FF1351.The geoid height was determined by GEOID03.
 FF1351
 FF1351.The dynamic height is computed by dividing the NAVD 88
 FF1351.geopotential number by the normal gravity value computed on the
 FF1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1351.degrees latitude (g = 980.6199 gals.).
 FF1351
 FF1351.The modeled gravity was interpolated from observed gravity values.
 FF1351
 FF1351;                    North         East    Units  Estimated Accuracy
 FF1351;SPC AR N     -   122,270.      438,920.      MT  (+/- 180 meters Scaled)
 FF1351
 FF1351                          SUPERSEDED SURVEY CONTROL
 FF1351
 FF1351  NGVD 29 (??/??/??)  180.937  (m)          593.62   (f) ADJUSTED    2 0
 FF1351
 FF1351.Superseded values are not recommended for survey control.
 FF1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1351.See file dsdata.txt to determine how the superseded data were derived.
 FF1351
 FF1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV296221(NAD 83)
 FF1351_MARKER: DZ = AZIMUTH MARK DISK
 FF1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1351_STAMPING: 7B 1962
 FF1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1351+STABILITY: SURFACE MOTION
 FF1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1351+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2002
 FF1351
 FF1351  HISTORY     - Date     Condition        Report By
 FF1351  HISTORY     - 1962     MONUMENTED       CGS
 FF1351  HISTORY     - 20020427 GOOD             USACE
 FF1351
 FF1351                          STATION DESCRIPTION
 FF1351
 FF1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1351'9 MI N FROM BALD KNOB.
 FF1351'8.8 MILES NORTH ALONG U.S. HIGHWAY 167 FROM THE JUNCTION OF
 FF1351'U.S. HIGHWAYS 67 AND 167 AT THE NORTH EDGE OF BALD KNOB, THENCE
 FF1351'0.25 MILE EAST ALONG A PAVED ROAD, SET IN TOP OF A SQUARE CONCRETE
 FF1351'POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 FF1351
 FF1351                          STATION RECOVERY (2002)
 FF1351
 FF1351'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0274 ***********************************************************************
 FG0274  DESIGNATION -  7 WMH
 FG0274  PID         -  FG0274
 FG0274  STATE/COUNTY-  AR/FAULKNER
 FG0274  USGS QUAD   -  DAMASCUS (1994)
 FG0274
 FG0274                         *CURRENT SURVEY CONTROL
 FG0274  ___________________________________________________________________
 FG0274* NAD 83(1986)-  35 17 19.     (N)    092 23 43.     (W)     SCALED    
 FG0274* NAVD 88     -       183.862  (meters)     603.22   (feet)  ADJUSTED  
 FG0274  ___________________________________________________________________
 FG0274  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0274  DYNAMIC HT  -         183.690 (meters)     602.66  (feet)  COMP
 FG0274  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 FG0274
 FG0274  VERT ORDER  -  SECOND    CLASS 0
 FG0274
 FG0274.The horizontal coordinates were scaled from a topographic map and have
 FG0274.an estimated accuracy of +/- 6 seconds.
 FG0274
 FG0274.The orthometric height was determined by differential leveling
 FG0274.and adjusted by the National Geodetic Survey in June 1991..
 FG0274
 FG0274.The geoid height was determined by GEOID03.
 FG0274
 FG0274.The dynamic height is computed by dividing the NAVD 88
 FG0274.geopotential number by the normal gravity value computed on the
 FG0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0274.degrees latitude (g = 980.6199 gals.).
 FG0274
 FG0274.The modeled gravity was interpolated from observed gravity values.
 FG0274
 FG0274;                    North         East    Units  Estimated Accuracy
 FG0274;SPC AR N     -   106,050.      364,050.      MT  (+/- 180 meters Scaled)
 FG0274
 FG0274                          SUPERSEDED SURVEY CONTROL
 FG0274
 FG0274  NGVD 29 (??/??/92)  183.854  (m)          603.19   (f) ADJ UNCH    2 0
 FG0274
 FG0274.Superseded values are not recommended for survey control.
 FG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0274.See file dsdata.txt to determine how the superseded data were derived.
 FG0274
 FG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV549052(NAD 83)
 FG0274_MARKER: DB = BENCH MARK DISK
 FG0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0274_STAMPING: 7 WMH 1960
 FG0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0274+STABILITY: SURFACE MOTION
 FG0274
 FG0274  HISTORY     - Date     Condition        Report By
 FG0274  HISTORY     - 1960     MONUMENTED       CGS
 FG0274  HISTORY     - 1962     GOOD             NGS
 FG0274
 FG0274                          STATION DESCRIPTION
 FG0274
 FG0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0274'3.9 MI N FROM GREENBRIER.
 FG0274'3.9 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 FG0274'GREENBRIER, 189 FEET SOUTHEAST OF THE JUNCTION OF THE HIGHWAY AND A
 FG0274'SIDE ROAD, 53.3 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 65,
 FG0274'41.5 FEET NORTH OF THE SOUTH CORNER OF THE NORTH END OF A CULVERT, 38
 FG0274'FEET SOUTH OF A PAVED ROAD LEADING EAST, ABOUT 2 FEET ABOVE THE LEVEL
 FG0274'OF THE HIGHWAY, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES
 FG0274'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0964 ***********************************************************************
 DK0964  DESIGNATION -  700 A
 DK0964  PID         -  DK0964
 DK0964  STATE/COUNTY-  AR/DESHA
 DK0964  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0964
 DK0964                         *CURRENT SURVEY CONTROL
 DK0964  ___________________________________________________________________
 DK0964* NAD 83(1986)-  33 37 23.     (N)    091 11 02.     (W)     SCALED    
 DK0964* NAVD 88     -        42.43   (+/-2cm)     139.2    (feet)  VERTCON   
 DK0964  ___________________________________________________________________
 DK0964  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0964
 DK0964  VERT ORDER  -  ? (See Below)
 DK0964
 DK0964.The horizontal coordinates were scaled from a topographic map and have
 DK0964.an estimated accuracy of +/- 6 seconds.
 DK0964
 DK0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0964.The vertical order pertains to the NGVD 29 superseded value.
 DK0964
 DK0964.The geoid height was determined by GEOID03.
 DK0964
 DK0964;                    North         East    Units  Estimated Accuracy
 DK0964;SPC AR S     -   506,380.      475,720.      MT  (+/- 180 meters Scaled)
 DK0964
 DK0964                          SUPERSEDED SURVEY CONTROL
 DK0964
 DK0964  NGVD 29 (??/??/??)   42.529  (m)          139.53   (f) ADJUSTED    ?  
 DK0964
 DK0964.Superseded values are not recommended for survey control.
 DK0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0964.See file dsdata.txt to determine how the superseded data were derived.
 DK0964
 DK0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT684218(NAD 83)
 DK0964_MARKER: P = PIPE CAP
 DK0964_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0964_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0964
 DK0964  HISTORY     - Date     Condition        Report By
 DK0964  HISTORY     - UNK      MONUMENTED       DOD
 DK0964  HISTORY     - 1934     GOOD             CGS
 DK0964
 DK0964                          STATION DESCRIPTION
 DK0964
 DK0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0964'1.5 MI N FROM ARKANSAS CITY.
 DK0964'ABOUT 1-1/2 MILES NORTH ALONG THE LEVEE FROM ARKANSAS CITY, DESHA
 DK0964'COUNTY, 675.4 FEET NORTH OF OLD LEVEE PIPE 700, ABOUT 350 FEET FROM
 DK0964'THE LANDSIDE OF THE LEVEE, 80 FEET WEST OF A FENCE SURROUNDING AN OLD
 DK0964'FIELD, AND 50 FEET SOUTH OF A FENCE SURROUNDING A YARD.  A CORPS OF
 DK0964'ENGINEERS, U.S. ARMY, STANDARD CAP, RIVETED ON THE TOP OF A 2-INCH
 DK0964'IRON PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1081 ***********************************************************************
 DK1081  DESIGNATION -  72/4
 DK1081  PID         -  DK1081
 DK1081  STATE/COUNTY-  AR/CHICOT
 DK1081  USGS QUAD   -  LUNA (1970)
 DK1081
 DK1081                         *CURRENT SURVEY CONTROL
 DK1081  ___________________________________________________________________
 DK1081* NAD 83(1986)-  33 23 09.     (N)    091 12 43.     (W)     SCALED    
 DK1081* NAVD 88     -        38.66   (+/-2cm)     126.8    (feet)  VERTCON   
 DK1081  ___________________________________________________________________
 DK1081  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DK1081
 DK1081  VERT ORDER  -  ? (See Below)
 DK1081
 DK1081.The horizontal coordinates were scaled from a topographic map and have
 DK1081.an estimated accuracy of +/- 6 seconds.
 DK1081
 DK1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1081.The vertical order pertains to the NGVD 29 superseded value.
 DK1081
 DK1081.The geoid height was determined by GEOID03.
 DK1081
 DK1081;                    North         East    Units  Estimated Accuracy
 DK1081;SPC AR S     -   480,050.      473,320.      MT  (+/- 180 meters Scaled)
 DK1081
 DK1081                          SUPERSEDED SURVEY CONTROL
 DK1081
 DK1081  NGVD 29 (??/??/??)   38.740  (m)          127.10   (f) ADJUSTED    ?  
 DK1081
 DK1081.Superseded values are not recommended for survey control.
 DK1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1081.See file dsdata.txt to determine how the superseded data were derived.
 DK1081
 DK1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS663954(NAD 83)
 DK1081_MARKER: Z = SEE DESCRIPTION
 DK1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1081_SP_SET: STONE
 DK1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1081+STABILITY: SURFACE MOTION
 DK1081
 DK1081  HISTORY     - Date     Condition        Report By
 DK1081  HISTORY     - UNK      MONUMENTED       DOD
 DK1081  HISTORY     - 1934     GOOD             CGS
 DK1081
 DK1081                          STATION DESCRIPTION
 DK1081
 DK1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1081'IN LUNA.
 DK1081'B.M. IS A STONE POST ON THE RIGHT BANK OF THE MISS. RIVER, CHICOT
 DK1081'COUNTY, ARK., ABOUT 1/2 MILE ABOVE LUNA LDG., ON THE SUNNYSIDE
 DK1081'PLANTATION, IN CULTIVATED FIELD, 800 FT. NORTH OF ABANDONED RY., 525
 DK1081'FT. EAST OF SMALL LEVEE, 700 FT. SOUTH OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1628 ***********************************************************************
 EJ1628  DESIGNATION -  73
 EJ1628  PID         -  EJ1628
 EJ1628  STATE/COUNTY-  AR/PULASKI
 EJ1628  USGS QUAD   -  WOODSON (1987)
 EJ1628
 EJ1628                         *CURRENT SURVEY CONTROL
 EJ1628  ___________________________________________________________________
 EJ1628* NAD 83(1986)-  34 31 45.     (N)    092 12 40.     (W)     SCALED    
 EJ1628* NAVD 88     -        76.189  (meters)     249.96   (feet)  ADJUSTED  
 EJ1628  ___________________________________________________________________
 EJ1628  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EJ1628  DYNAMIC HT  -          76.117 (meters)     249.73  (feet)  COMP
 EJ1628  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 EJ1628
 EJ1628  VERT ORDER  -  FIRST     CLASS II
 EJ1628
 EJ1628.The horizontal coordinates were scaled from a topographic map and have
 EJ1628.an estimated accuracy of +/- 6 seconds.
 EJ1628
 EJ1628.The orthometric height was determined by differential leveling
 EJ1628.and adjusted by the National Geodetic Survey in June 1991..
 EJ1628
 EJ1628.The geoid height was determined by GEOID03.
 EJ1628
 EJ1628.The dynamic height is computed by dividing the NAVD 88
 EJ1628.geopotential number by the normal gravity value computed on the
 EJ1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1628.degrees latitude (g = 980.6199 gals.).
 EJ1628
 EJ1628.The modeled gravity was interpolated from observed gravity values.
 EJ1628
 EJ1628;                    North         East    Units  Estimated Accuracy
 EJ1628;SPC AR S     -   606,600.      380,620.      MT  (+/- 180 meters Scaled)
 EJ1628
 EJ1628                          SUPERSEDED SURVEY CONTROL
 EJ1628
 EJ1628.No superseded survey control is available for this station.
 EJ1628
 EJ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU723211(NAD 83)
 EJ1628_MARKER: DD = SURVEY DISK
 EJ1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1628_SP_SET: CONCRETE POST
 EJ1628_STAMPING: 73
 EJ1628_MARK LOGO: USE   
 EJ1628_PROJECTION: PROJECTING 9 CENTIMETERS
 EJ1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1628+STABILITY: SURFACE MOTION
 EJ1628
 EJ1628  HISTORY     - Date     Condition        Report By
 EJ1628  HISTORY     - UNK      MONUMENTED       DOD
 EJ1628  HISTORY     - 1984     POOR             NGS
 EJ1628  HISTORY     - 1988     POOR             USPSQD
 EJ1628  HISTORY     - 1988     POOR             USPSQD
 EJ1628  HISTORY     - 1989     POOR             USPSQD
 EJ1628  HISTORY     - 1989     POOR             USPSQD
 EJ1628  HISTORY     - 1990     POOR             USPSQD
 EJ1628  HISTORY     - 1990     GOOD             USPSQD
 EJ1628
 EJ1628                          STATION DESCRIPTION
 EJ1628
 EJ1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1628'IN WOODSON.
 EJ1628'MONUMENT APPEARS TO HAVE BEEN DISTURBED BY RAILROAD EQUIPMENT AND IS
 EJ1628'LEANING SLIGHTLY IN A SOUTHERLY DIRECTION.  IN WOODSON, JUST NORTH OF
 EJ1628'THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND STATE HIGHWAY 365,
 EJ1628'BETWEEN THE RAILROAD TRACKS AND BROWN STREET, 7.50 METERS (24.6 FT)
 EJ1628'WEST OF THE CENTER OF THE RAILROAD TRACKS, 14.63 METERS (48.0 FT) EAST
 EJ1628'OF THE CENTER OF BROWN STREET, 41.30 METERS (135.5 FT) NORTH OF THE
 EJ1628'CENTER OF THE RAILROAD TRACKS AND THE HIGHWAY AT THE CROSSING, AND
 EJ1628'59.13 METERS (194.0 FT) NORTH-NORTHWEST OF BENCH MARK T 287 (ROD
 EJ1628'MARK).
 EJ1628'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
 EJ1628
 EJ1628                          STATION RECOVERY (1988)
 EJ1628
 EJ1628'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ1628'MARK RECOVERED IN POOR CONDITION.
 EJ1628
 EJ1628                          STATION RECOVERY (1988)
 EJ1628
 EJ1628'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1628'MARK RECOVERED IN POOR CONDITION.
 EJ1628
 EJ1628                          STATION RECOVERY (1989)
 EJ1628
 EJ1628'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1628'MARK RECOVERED IN POOR CONDITION.
 EJ1628
 EJ1628                          STATION RECOVERY (1989)
 EJ1628
 EJ1628'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1628'MARK RECOVERED IN POOR CONDITION.
 EJ1628
 EJ1628                          STATION RECOVERY (1990)
 EJ1628
 EJ1628'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1628'MARK RECOVERED IN POOR CONDITION.
 EJ1628
 EJ1628                          STATION RECOVERY (1990)
 EJ1628
 EJ1628'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0232 ***********************************************************************
 EK0232  DESIGNATION -  748
 EK0232  PID         -  EK0232
 EK0232  STATE/COUNTY-  AR/HOWARD
 EK0232  USGS QUAD   -  DIERKS DAM (1966)
 EK0232
 EK0232                         *CURRENT SURVEY CONTROL
 EK0232  ___________________________________________________________________
 EK0232* NAD 83(1986)-  34 14 13.     (N)    094 04 07.     (W)     SCALED    
 EK0232* NAVD 88     -       228.124  (meters)     748.44   (feet)  ADJUSTED  
 EK0232  ___________________________________________________________________
 EK0232  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 EK0232  DYNAMIC HT  -         227.891 (meters)     747.67  (feet)  COMP
 EK0232  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 EK0232
 EK0232  VERT ORDER  -  SECOND    CLASS 0
 EK0232
 EK0232.The horizontal coordinates were scaled from a topographic map and have
 EK0232.an estimated accuracy of +/- 6 seconds.
 EK0232
 EK0232.The orthometric height was determined by differential leveling
 EK0232.and adjusted by the National Geodetic Survey in June 1991..
 EK0232
 EK0232.The geoid height was determined by GEOID03.
 EK0232
 EK0232.The dynamic height is computed by dividing the NAVD 88
 EK0232.geopotential number by the normal gravity value computed on the
 EK0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0232.degrees latitude (g = 980.6199 gals.).
 EK0232
 EK0232.The modeled gravity was interpolated from observed gravity values.
 EK0232
 EK0232;                    North         East    Units  Estimated Accuracy
 EK0232;SPC AR S     -   576,090.      209,450.      MT  (+/- 180 meters Scaled)
 EK0232
 EK0232                          SUPERSEDED SURVEY CONTROL
 EK0232
 EK0232  NGVD 29 (??/??/92)  228.082  (m)          748.30   (f) ADJ UNCH    2 0
 EK0232
 EK0232.Superseded values are not recommended for survey control.
 EK0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0232.See file dsdata.txt to determine how the superseded data were derived.
 EK0232
 EK0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT015889(NAD 83)
 EK0232_MARKER: P = PIPE CAP
 EK0232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0232_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0232_STAMPING: 748-1908
 EK0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0232
 EK0232  HISTORY     - Date     Condition        Report By
 EK0232  HISTORY     - 1908     MONUMENTED       USGS
 EK0232  HISTORY     - 1935     GOOD             NGS
 EK0232  HISTORY     - 1961     GOOD             NGS
 EK0232
 EK0232                          STATION DESCRIPTION
 EK0232
 EK0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0232'IN BURG.
 EK0232'IN THE TOWN, AT JUNCTION OF BURG-GILLHAM ROAD AND NEW UMPIRE
 EK0232'ROAD, 55.2 FEET NORTH OF INTERSECTION OF THE CENTERLINES OF THE
 EK0232'ROADS, 20 FEET NORTHEAST OF THE CENTERLINE OF THE BURG-GILLHAM
 EK0232'ROAD, 3 FEET ABOVE THE ROAD SURFACE.  CAP RIVETED TO A PIPE
 EK0232'PROJECTING 2 FEET ABOVE THE GROUND.
 EK0232
 EK0232                          STATION RECOVERY (1961)
 EK0232
 EK0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0966 ***********************************************************************
 DK0966  DESIGNATION -  750 A
 DK0966  PID         -  DK0966
 DK0966  STATE/COUNTY-  AR/DESHA
 DK0966  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0966
 DK0966                         *CURRENT SURVEY CONTROL
 DK0966  ___________________________________________________________________
 DK0966* NAD 83(1986)-  33 36 42.     (N)    091 11 39.     (W)     SCALED    
 DK0966* NAVD 88     -        42.43   (+/-2cm)     139.2    (feet)  VERTCON   
 DK0966  ___________________________________________________________________
 DK0966  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0966
 DK0966  VERT ORDER  -  ? (See Below)
 DK0966
 DK0966.The horizontal coordinates were scaled from a topographic map and have
 DK0966.an estimated accuracy of +/- 6 seconds.
 DK0966
 DK0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0966.The vertical order pertains to the NGVD 29 superseded value.
 DK0966
 DK0966.The geoid height was determined by GEOID03.
 DK0966
 DK0966;                    North         East    Units  Estimated Accuracy
 DK0966;SPC AR S     -   505,110.      474,780.      MT  (+/- 180 meters Scaled)
 DK0966
 DK0966                          SUPERSEDED SURVEY CONTROL
 DK0966
 DK0966  NGVD 29 (??/??/??)   42.535  (m)          139.55   (f) ADJUSTED    ?  
 DK0966
 DK0966.Superseded values are not recommended for survey control.
 DK0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0966.See file dsdata.txt to determine how the superseded data were derived.
 DK0966
 DK0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT675205(NAD 83)
 DK0966_MARKER: P = PIPE CAP
 DK0966_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0966_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0966
 DK0966  HISTORY     - Date     Condition        Report By
 DK0966  HISTORY     - UNK      MONUMENTED       DOD
 DK0966  HISTORY     - 1934     GOOD             CGS
 DK0966
 DK0966                          STATION DESCRIPTION
 DK0966
 DK0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0966'0.75 MI N FROM ARKANSAS CITY.
 DK0966'ABOUT 3/4 MILE NORTH ALONG THE LEVEE FROM ARKANSAS CITY, DESHA COUNTY,
 DK0966'AT THE NORTHEAST CORNER OF A YARD, ABOUT 978 FEET NORTHWEST
 DK0966'(DOWNSTREAM) OF OLD IRON PIPE 750, ABOUT 900 FEET BACK OF THE LEVEE,
 DK0966'AND 25 FEET FROM THE NORTHEAST CORNER OF A HOUSE.  A CORPS OF
 DK0966'ENGINEERS, U.S. ARMY, STANDARD CAP, RIVETED ON THE TOP OF A 2-INCH
 DK0966'IRON PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0120 ***********************************************************************
 EK0120  DESIGNATION -  751
 EK0120  PID         -  EK0120
 EK0120  STATE/COUNTY-  AR/SEVIER
 EK0120  USGS QUAD   -  GILLHAM (1964)
 EK0120
 EK0120                         *CURRENT SURVEY CONTROL
 EK0120  ___________________________________________________________________
 EK0120* NAD 83(1986)-  34 10 08.     (N)    094 18 56.     (W)     SCALED    
 EK0120* NAVD 88     -       229.155  (meters)     751.82   (feet)  ADJUSTED  
 EK0120  ___________________________________________________________________
 EK0120  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EK0120  DYNAMIC HT  -         228.921 (meters)     751.05  (feet)  COMP
 EK0120  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 EK0120
 EK0120  VERT ORDER  -  FIRST     CLASS II
 EK0120
 EK0120.The horizontal coordinates were scaled from a topographic map and have
 EK0120.an estimated accuracy of +/- 6 seconds.
 EK0120
 EK0120.The orthometric height was determined by differential leveling
 EK0120.and adjusted by the National Geodetic Survey in June 1991..
 EK0120
 EK0120.The geoid height was determined by GEOID03.
 EK0120
 EK0120.The dynamic height is computed by dividing the NAVD 88
 EK0120.geopotential number by the normal gravity value computed on the
 EK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0120.degrees latitude (g = 980.6199 gals.).
 EK0120
 EK0120.The modeled gravity was interpolated from observed gravity values.
 EK0120
 EK0120;                    North         East    Units  Estimated Accuracy
 EK0120;SPC AR S     -   569,030.      186,540.      MT  (+/- 180 meters Scaled)
 EK0120
 EK0120                          SUPERSEDED SURVEY CONTROL
 EK0120
 EK0120  NGVD 29 (??/??/92)  229.129  (m)          751.73   (f) ADJ UNCH    1 2
 EK0120
 EK0120.Superseded values are not recommended for survey control.
 EK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0120.See file dsdata.txt to determine how the superseded data were derived.
 EK0120
 EK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT787816(NAD 83)
 EK0120_MARKER: P = PIPE CAP
 EK0120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0120_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0120_STAMPING: 751-1908
 EK0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0120
 EK0120  HISTORY     - Date     Condition        Report By
 EK0120  HISTORY     - 1908     MONUMENTED       USGS
 EK0120  HISTORY     - 1932     GOOD             NGS
 EK0120  HISTORY     - 1962     GOOD             NGS
 EK0120  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0120
 EK0120                          STATION DESCRIPTION
 EK0120
 EK0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0120'IN GILLHAM.
 EK0120'IN GILLHAM LOCATED 80 FEET EAST OF THE TRACKS, 10 FEET NORTHEAST
 EK0120'OF THE PUBLIC WELL, ABOUT 150 FEET SOUTHEAST OF THE STATION.
 EK0120
 EK0120                          STATION RECOVERY (1962)
 EK0120
 EK0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0120'RECOVERED IN GOOD CONDITION.
 EK0120
 EK0120                          STATION RECOVERY (1985)
 EK0120
 EK0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0120'NOT RECOVERED, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1085 ***********************************************************************
 DK1085  DESIGNATION -  76
 DK1085  PID         -  DK1085
 DK1085  STATE/COUNTY-  AR/CHICOT
 DK1085  USGS QUAD   -  RED LEAF (1970)
 DK1085
 DK1085                         *CURRENT SURVEY CONTROL
 DK1085  ___________________________________________________________________
 DK1085* NAD 83(1986)-  33 22 24.     (N)    091 08 52.     (W)     SCALED    
 DK1085* NAVD 88     -        38.40   (+/-2cm)     126.0    (feet)  VERTCON   
 DK1085  ___________________________________________________________________
 DK1085  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1085
 DK1085  VERT ORDER  -  ? (See Below)
 DK1085
 DK1085.The horizontal coordinates were scaled from a topographic map and have
 DK1085.an estimated accuracy of +/- 6 seconds.
 DK1085
 DK1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1085.The vertical order pertains to the NGVD 29 superseded value.
 DK1085
 DK1085.The geoid height was determined by GEOID03.
 DK1085
 DK1085;                    North         East    Units  Estimated Accuracy
 DK1085;SPC AR S     -   478,710.      479,300.      MT  (+/- 180 meters Scaled)
 DK1085
 DK1085                          SUPERSEDED SURVEY CONTROL
 DK1085
 DK1085  NGVD 29 (??/??/??)   38.469  (m)          126.21   (f) ADJUSTED    ?  
 DK1085
 DK1085.Superseded values are not recommended for survey control.
 DK1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1085.See file dsdata.txt to determine how the superseded data were derived.
 DK1085
 DK1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS723942(NAD 83)
 DK1085_MARKER: Z = SEE DESCRIPTION
 DK1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1085_SP_SET: STONE
 DK1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1085+STABILITY: SURFACE MOTION
 DK1085
 DK1085  HISTORY     - Date     Condition        Report By
 DK1085  HISTORY     - UNK      MONUMENTED       DOD
 DK1085  HISTORY     - 1934     GOOD             CGS
 DK1085
 DK1085                          STATION DESCRIPTION
 DK1085
 DK1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1085'IN LELAND NECK.
 DK1085'B.M. IS A 6- BY 6-INCH GRANITE POST MARKED U.S., TOP OF POST IS 15
 DK1085'INCHES ABOVE THE GROUND, LOCATED ON THE RIGHT BANK OF THE MISS. RIVER,
 DK1085'IN CHICOT CO. ARK., AT LELAND NECK, JUST NORTH OF POWER LINE, 90 FT.
 DK1085'TO THE LANDSIDE OF BASE OF LEVEE, APPROX. 250 FT. SOUTHWEST OF OLD
 DK1085'LEVEE STA. PIPE NO. 2140 (SET IN 1894), APPROX. 200 FT. SOUTHWEST OF
 DK1085'NEW LEVEE STA. PIPE NO. 2000 (SET IN 1933).  NOTE-- BENCH MARK HAS NOT
 DK1085'BEEN IDENTIFIED BUT IS THOUGHT TO BE ONE OF THE OLD STONES ON STONE
 DK1085'LINE NO. 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1489 ***********************************************************************
 EJ1489  DESIGNATION -  767
 EJ1489  PID         -  EJ1489
 EJ1489  STATE/COUNTY-  AR/MONTGOMERY
 EJ1489  USGS QUAD   -  STORY (1986)
 EJ1489
 EJ1489                         *CURRENT SURVEY CONTROL
 EJ1489  ___________________________________________________________________
 EJ1489* NAD 83(1986)-  34 43 45.     (N)    093 30 16.     (W)     SCALED    
 EJ1489* NAVD 88     -       233.81   (+/-2cm)     767.1    (feet)  VERTCON   
 EJ1489  ___________________________________________________________________
 EJ1489  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EJ1489
 EJ1489  VERT ORDER  -  ? (See Below)
 EJ1489
 EJ1489.The horizontal coordinates were scaled from a topographic map and have
 EJ1489.an estimated accuracy of +/- 6 seconds.
 EJ1489
 EJ1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1489.The vertical order pertains to the NGVD 29 superseded value.
 EJ1489
 EJ1489.The geoid height was determined by GEOID03.
 EJ1489
 EJ1489;                    North         East    Units  Estimated Accuracy
 EJ1489;SPC AR S     -   629,780.      262,220.      MT  (+/- 180 meters Scaled)
 EJ1489
 EJ1489                          SUPERSEDED SURVEY CONTROL
 EJ1489
 EJ1489  NGVD 29 (??/??/92)  233.755  (m)          766.91   (f) ADJ UNCH    ?  
 EJ1489
 EJ1489.Superseded values are not recommended for survey control.
 EJ1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1489.See file dsdata.txt to determine how the superseded data were derived.
 EJ1489
 EJ1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU538431(NAD 83)
 EJ1489_MARKER: P = PIPE CAP
 EJ1489_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1489_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1489
 EJ1489  HISTORY     - Date     Condition        Report By
 EJ1489  HISTORY     - UNK      MONUMENTED       RBNF
 EJ1489  HISTORY     - 1932     GOOD             NGS
 EJ1489  HISTORY     - 1934     GOOD             NGS
 EJ1489
 EJ1489                          STATION DESCRIPTION
 EJ1489
 EJ1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ1489'5.9 MI S FROM ALY.
 EJ1489'ABOUT 5.9 MILES SOUTH ALONG STATE HIGHWAY 27 FROM ALY, YELL COUNTY,
 EJ1489'ABOUT 30 FEET NORTH OF THE SOUTH ENTRANCE TO A CEMETERY, AND 3 FEET
 EJ1489'WEST OF THE CEMETERY FENCE.  THE TOP OF THE CAP ON A 5-INCH IRON PIPE.
 EJ1489
 EJ1489                          STATION RECOVERY (1934)
 EJ1489
 EJ1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0116 ***********************************************************************
 EK0116  DESIGNATION -  768
 EK0116  PID         -  EK0116
 EK0116  STATE/COUNTY-  AR/POLK
 EK0116  USGS QUAD   -  GILLHAM (1964)
 EK0116
 EK0116                         *CURRENT SURVEY CONTROL
 EK0116  ___________________________________________________________________
 EK0116* NAD 83(1986)-  34 12 11.     (N)    094 20 56.     (W)     SCALED    
 EK0116* NAVD 88     -       234.267  (meters)     768.59   (feet)  ADJUSTED  
 EK0116  ___________________________________________________________________
 EK0116  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 EK0116  DYNAMIC HT  -         234.025 (meters)     767.80  (feet)  COMP
 EK0116  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 EK0116
 EK0116  VERT ORDER  -  FIRST     CLASS II
 EK0116
 EK0116.The horizontal coordinates were scaled from a topographic map and have
 EK0116.an estimated accuracy of +/- 6 seconds.
 EK0116
 EK0116.The orthometric height was determined by differential leveling
 EK0116.and adjusted by the National Geodetic Survey in June 1991..
 EK0116
 EK0116.The geoid height was determined by GEOID03.
 EK0116
 EK0116.The dynamic height is computed by dividing the NAVD 88
 EK0116.geopotential number by the normal gravity value computed on the
 EK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0116.degrees latitude (g = 980.6199 gals.).
 EK0116
 EK0116.The modeled gravity was interpolated from observed gravity values.
 EK0116
 EK0116;                    North         East    Units  Estimated Accuracy
 EK0116;SPC AR S     -   572,890.      183,550.      MT  (+/- 180 meters Scaled)
 EK0116
 EK0116                          SUPERSEDED SURVEY CONTROL
 EK0116
 EK0116  NGVD 29 (??/??/92)  234.234  (m)          768.48   (f) ADJ UNCH    1 2
 EK0116
 EK0116.Superseded values are not recommended for survey control.
 EK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0116.See file dsdata.txt to determine how the superseded data were derived.
 EK0116
 EK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT757854(NAD 83)
 EK0116_MARKER: P = PIPE CAP
 EK0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0116_STAMPING: 768 1908
 EK0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0116
 EK0116  HISTORY     - Date     Condition        Report By
 EK0116  HISTORY     - 1908     MONUMENTED       USGS
 EK0116  HISTORY     - 1932     GOOD             NGS
 EK0116  HISTORY     - 1962     GOOD             NGS
 EK0116
 EK0116                          STATION DESCRIPTION
 EK0116
 EK0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0116'4 MI N FROM GILLHAM.
 EK0116'4 MILES NORTH BY RAILROAD, LOCATED 1.5 MILES NORTH OF THE
 EK0116'SETTLEMENT CALLED MINERAL, CALLED MOORES SPUR IN U.S.G.S. BULLETIN
 EK0116'636, 100 FEET NORTH OF A CROSSING, 50 FEET WEST OF THE TRACK,
 EK0116'150 FEET NORTHEAST OF A HOUSE, ABOUT 9 FEET BELOW THE LEVEL OF
 EK0116'THE TRACK.
 EK0116
 EK0116                          STATION RECOVERY (1962)
 EK0116
 EK0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1088 ***********************************************************************
 DK1088  DESIGNATION -  76/C CAP
 DK1088  PID         -  DK1088
 DK1088  STATE/COUNTY-  AR/CHICOT
 DK1088  USGS QUAD   -  RED LEAF (1970)
 DK1088
 DK1088                         *CURRENT SURVEY CONTROL
 DK1088  ___________________________________________________________________
 DK1088* NAD 83(1986)-  33 22 19.     (N)    091 08 26.     (W)     SCALED    
 DK1088* NAVD 88     -        39.72   (+/-2cm)     130.3    (feet)  VERTCON   
 DK1088  ___________________________________________________________________
 DK1088  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1088
 DK1088  VERT ORDER  -  ? (See Below)
 DK1088
 DK1088.The horizontal coordinates were scaled from a topographic map and have
 DK1088.an estimated accuracy of +/- 6 seconds.
 DK1088
 DK1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1088.The vertical order pertains to the NGVD 29 superseded value.
 DK1088
 DK1088.The geoid height was determined by GEOID03.
 DK1088
 DK1088;                    North         East    Units  Estimated Accuracy
 DK1088;SPC AR S     -   478,560.      479,980.      MT  (+/- 180 meters Scaled)
 DK1088
 DK1088                          SUPERSEDED SURVEY CONTROL
 DK1088
 DK1088  NGVD 29 (??/??/??)   39.784  (m)          130.52   (f) ADJUSTED    ?  
 DK1088
 DK1088.Superseded values are not recommended for survey control.
 DK1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1088.See file dsdata.txt to determine how the superseded data were derived.
 DK1088
 DK1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS729940(NAD 83)
 DK1088_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1088
 DK1088  HISTORY     - Date     Condition        Report By
 DK1088  HISTORY     - UNK      MONUMENTED       DOD
 DK1088  HISTORY     - 1934     GOOD             CGS
 DK1088
 DK1088                          STATION DESCRIPTION
 DK1088
 DK1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1088'1.5 MI S FROM LOWER LELAND LANDING.
 DK1088'B.M. IS A TILE AND PIPE BENCH LOCATED ON THE RIGHT BANK OF THE MISS.
 DK1088'RIVER, IN CHICOT CO., ARK., ABOUT 1 1/2 MILES BELOW LOWER LELAND LDG.,
 DK1088'NEAR LELAND PLANTATION QUARTERS, INSIDE OF SHARP ANGLE IN LEVEE, 400
 DK1088'FT. NORTH OF HWY. NO. 2, 800 FT. SOUTH OF POINT WHERE POWER LINE
 DK1088'CROSSES LEVEE, IN UPPER BACK CORNER OF LAWN IN FRONT OF PLANTATION
 DK1088'RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1362 ***********************************************************************
 EJ1362  DESIGNATION -  771
 EJ1362  PID         -  EJ1362
 EJ1362  STATE/COUNTY-  AR/HOWARD
 EJ1362  USGS QUAD   -  NEWHOPE (1969)
 EJ1362
 EJ1362                         *CURRENT SURVEY CONTROL
 EJ1362  ___________________________________________________________________
 EJ1362* NAD 83(1986)-  34 11 53.     (N)    093 57 23.     (W)     SCALED    
 EJ1362* NAVD 88     -       234.875  (meters)     770.59   (feet)  ADJUSTED  
 EJ1362  ___________________________________________________________________
 EJ1362  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EJ1362  DYNAMIC HT  -         234.635 (meters)     769.80  (feet)  COMP
 EJ1362  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 EJ1362
 EJ1362  VERT ORDER  -  SECOND    CLASS 0
 EJ1362
 EJ1362.The horizontal coordinates were scaled from a topographic map and have
 EJ1362.an estimated accuracy of +/- 6 seconds.
 EJ1362
 EJ1362.The orthometric height was determined by differential leveling
 EJ1362.and adjusted by the National Geodetic Survey in June 1991..
 EJ1362
 EJ1362.The geoid height was determined by GEOID03.
 EJ1362
 EJ1362.The dynamic height is computed by dividing the NAVD 88
 EJ1362.geopotential number by the normal gravity value computed on the
 EJ1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1362.degrees latitude (g = 980.6199 gals.).
 EJ1362
 EJ1362.The modeled gravity was interpolated from observed gravity values.
 EJ1362
 EJ1362;                    North         East    Units  Estimated Accuracy
 EJ1362;SPC AR S     -   571,570.      219,710.      MT  (+/- 180 meters Scaled)
 EJ1362
 EJ1362                          SUPERSEDED SURVEY CONTROL
 EJ1362
 EJ1362  NGVD 29 (??/??/92)  234.834  (m)          770.45   (f) ADJ UNCH    2 0
 EJ1362
 EJ1362.Superseded values are not recommended for survey control.
 EJ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1362.See file dsdata.txt to determine how the superseded data were derived.
 EJ1362
 EJ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT118845(NAD 83)
 EJ1362_MARKER: DD = SURVEY DISK
 EJ1362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1362
 EJ1362  HISTORY     - Date     Condition        Report By
 EJ1362  HISTORY     - UNK      MONUMENTED       USGS
 EJ1362  HISTORY     - 1934     GOOD             NGS
 EJ1362  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1362
 EJ1362                          STATION DESCRIPTION
 EJ1362
 EJ1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1362'6.2 MI SW FROM NEW HOPE.
 EJ1362'6.2 MILES SOUTHWEST OF, ALONG FED. HWY. 70.  ABOUT 240 FEET EAST OF
 EJ1362'NORTH END OF CHANDLER ROAD, 60 FEET SOUTH OF JUNCTION OF ANOTHER ROAD
 EJ1362'WHICH LEADS NORTHWARD, 50 FEET SOUTHEAST OF HIGHWAY CENTER-LINE.
 EJ1362
 EJ1362                          STATION RECOVERY (1962)
 EJ1362
 EJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1764 ***********************************************************************
 EH1764  DESIGNATION -  7/8
 EH1764  PID         -  EH1764
 EH1764  STATE/COUNTY-  AR/JEFFERSON
 EH1764  USGS QUAD   -  ROB ROY (1971)
 EH1764
 EH1764                         *CURRENT SURVEY CONTROL
 EH1764  ___________________________________________________________________
 EH1764* NAD 83(1986)-  34 17 02.     (N)    091 54 06.     (W)     SCALED    
 EH1764* NAVD 88     -        63.219  (meters)     207.41   (feet)  ADJUSTED  
 EH1764  ___________________________________________________________________
 EH1764  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1764  DYNAMIC HT  -          63.158 (meters)     207.21  (feet)  COMP
 EH1764  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 EH1764
 EH1764  VERT ORDER  -  SECOND    CLASS 0
 EH1764
 EH1764.The horizontal coordinates were scaled from a topographic map and have
 EH1764.an estimated accuracy of +/- 6 seconds.
 EH1764
 EH1764.The orthometric height was determined by differential leveling
 EH1764.and adjusted by the National Geodetic Survey in June 1991..
 EH1764
 EH1764.The geoid height was determined by GEOID03.
 EH1764
 EH1764.The dynamic height is computed by dividing the NAVD 88
 EH1764.geopotential number by the normal gravity value computed on the
 EH1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1764.degrees latitude (g = 980.6199 gals.).
 EH1764
 EH1764.The modeled gravity was interpolated from observed gravity values.
 EH1764
 EH1764;                    North         East    Units  Estimated Accuracy
 EH1764;SPC AR S     -   579,380.      409,050.      MT  (+/- 180 meters Scaled)
 EH1764
 EH1764                          SUPERSEDED SURVEY CONTROL
 EH1764
 EH1764  NGVD 29 (??/??/??)   63.250  (m)          207.51   (f) ADJUSTED    2 0
 EH1764
 EH1764.Superseded values are not recommended for survey control.
 EH1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1764.See file dsdata.txt to determine how the superseded data were derived.
 EH1764
 EH1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT010941(NAD 83)
 EH1764_MARKER: P = PIPE CAP
 EH1764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1764_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1764_STAMPING: B M 7/8
 EH1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1764
 EH1764  HISTORY     - Date     Condition        Report By
 EH1764  HISTORY     - UNK      MONUMENTED       DOD
 EH1764  HISTORY     - 1940     GOOD             CGS
 EH1764  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1764
 EH1764                          STATION DESCRIPTION
 EH1764
 EH1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1764'0.4 MI NW FROM ROB ROY.
 EH1764'0.4 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE ST. LOUIS SOUTHWESTERN
 EH1764'RAILWAY STATION AT ROB ROY, JEFFERSON COUNTY, AT THE EDGE OF A
 EH1764'CULTIVATED FIELD, 61 FEET NORTH OF CONCRETE MILEPOST 7/8, 70 FEET
 EH1764'NORTH OF THE CENTERLINE OF THE LEVEE, 25 FEET NORTH OF THE CENTERLINE
 EH1764'OF THE ROAD, AND 5 FEET NORTH OF THE EDGE OF A BORROW DITCH. A
 EH1764'STANDARD CAP, STAMPED B M 7/8 AND RIVETED ON THE TOP OF A 3-INCH IRON
 EH1764'PIPE PROJECTING 5 INCHES ABOVE GROUND.
 EH1764
 EH1764                          STATION RECOVERY (2003)
 EH1764
 EH1764'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0334 ***********************************************************************
 FG0334  DESIGNATION -  78
 FG0334  PID         -  FG0334
 FG0334  STATE/COUNTY-  AR/CONWAY
 FG0334  USGS QUAD   -  MENIFEE (1991)
 FG0334
 FG0334                         *CURRENT SURVEY CONTROL
 FG0334  ___________________________________________________________________
 FG0334* NAD 83(1986)-  35 08 31.     (N)    092 33 10.     (W)     SCALED    
 FG0334* NAVD 88     -        87.925  (meters)     288.47   (feet)  ADJUSTED  
 FG0334  ___________________________________________________________________
 FG0334  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG0334  DYNAMIC HT  -          87.843 (meters)     288.20  (feet)  COMP
 FG0334  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FG0334
 FG0334  VERT ORDER  -  SECOND    CLASS 0
 FG0334
 FG0334.The horizontal coordinates were scaled from a topographic map and have
 FG0334.an estimated accuracy of +/- 6 seconds.
 FG0334
 FG0334.The orthometric height was determined by differential leveling
 FG0334.and adjusted by the National Geodetic Survey in June 1991..
 FG0334
 FG0334.The geoid height was determined by GEOID03.
 FG0334
 FG0334.The dynamic height is computed by dividing the NAVD 88
 FG0334.geopotential number by the normal gravity value computed on the
 FG0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0334.degrees latitude (g = 980.6199 gals.).
 FG0334
 FG0334.The modeled gravity was interpolated from observed gravity values.
 FG0334
 FG0334;                    North         East    Units  Estimated Accuracy
 FG0334;SPC AR N     -    89,850.      349,630.      MT  (+/- 180 meters Scaled)
 FG0334
 FG0334                          SUPERSEDED SURVEY CONTROL
 FG0334
 FG0334  NGVD 29 (??/??/92)   87.951  (m)          288.55   (f) ADJ UNCH    2 0
 FG0334
 FG0334.Superseded values are not recommended for survey control.
 FG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0334.See file dsdata.txt to determine how the superseded data were derived.
 FG0334
 FG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU407888(NAD 83)
 FG0334_MARKER: DD = SURVEY DISK
 FG0334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FG0334_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FG0334_MARK LOGO: USE   
 FG0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0334
 FG0334  HISTORY     - Date     Condition        Report By
 FG0334  HISTORY     - UNK      MONUMENTED       DOD
 FG0334  HISTORY     - 1967     GOOD             NGS
 FG0334  HISTORY     - 1984     POOR             NGS
 FG0334
 FG0334                          STATION DESCRIPTION
 FG0334
 FG0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0334'IN MENIFEE.
 FG0334'0.45 MILE SOUTHEAST ALONG PAVED ROAD (OLD HIGHWAY) FROM THE MENIFEE
 FG0334'POST OFFICE, 500 FEET SOUTHEAST OF A POINT WHERE THE ROAD TURNS NORTH,
 FG0334'55 FEET NORTHWEST OF THE SIGN MENIFEE, 120 FEET SOUTH OF THE CENTER OF
 FG0334'THE PAVED ROAD, 18 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 FG0334'TRACKS.  IT IS A U.S. CORPS OF ENGINEERS STANDARD DISK SET IN THE TOP
 FG0334'OF A ROUND CONCRETE POST PROJECTING 15 INCHES.
 FG0334
 FG0334                          STATION RECOVERY (1984)
 FG0334
 FG0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0334'RECOVERED IN POOR CONDITION.  NOT LEVELED TO THIS SURVEY.  FOUND LOOSE
 FG0334'IN THE GROUND, NOTE, THE ORIGINAL DESCRIPTION DESCRIBES THIS MARK AS
 FG0334'BEING A CONCRETE POST.  IT IS NOT, IT IS A 3-INCH DIAMETER PIPE WITH
 FG0334'CAP PROJECTING 0.31 METER (1.0 FT) ABOVE GROUND, 0.61 METER (2.0 FT)
 FG0334'SOUTH OF A FENCE LINE, AND 24.4 METERS (80.0 FT) EAST OF A TRACK ROAD
 FG0334'CROSSING.  NOT FIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1443 ***********************************************************************
 EJ1443  DESIGNATION -  787
 EJ1443  PID         -  EJ1443
 EJ1443  STATE/COUNTY-  AR/PIKE
 EJ1443  USGS QUAD   -  LANGLEY (1980)
 EJ1443
 EJ1443                         *CURRENT SURVEY CONTROL
 EJ1443  ___________________________________________________________________
 EJ1443* NAD 83(1986)-  34 18 45.     (N)    093 50 33.     (W)     SCALED    
 EJ1443* NAVD 88     -       240.160  (meters)     787.92   (feet)  ADJUSTED  
 EJ1443  ___________________________________________________________________
 EJ1443  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 EJ1443  DYNAMIC HT  -         239.913 (meters)     787.11  (feet)  COMP
 EJ1443  MODELED GRAV-     979,601.8   (mgal)                       NAVD 88
 EJ1443
 EJ1443  VERT ORDER  -  SECOND    CLASS 0
 EJ1443
 EJ1443.The horizontal coordinates were scaled from a topographic map and have
 EJ1443.an estimated accuracy of +/- 6 seconds.
 EJ1443
 EJ1443.The orthometric height was determined by differential leveling
 EJ1443.and adjusted by the National Geodetic Survey in June 1991..
 EJ1443
 EJ1443.The geoid height was determined by GEOID03.
 EJ1443
 EJ1443.The dynamic height is computed by dividing the NAVD 88
 EJ1443.geopotential number by the normal gravity value computed on the
 EJ1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1443.degrees latitude (g = 980.6199 gals.).
 EJ1443
 EJ1443.The modeled gravity was interpolated from observed gravity values.
 EJ1443
 EJ1443;                    North         East    Units  Estimated Accuracy
 EJ1443;SPC AR S     -   584,070.      230,430.      MT  (+/- 180 meters Scaled)
 EJ1443
 EJ1443                          SUPERSEDED SURVEY CONTROL
 EJ1443
 EJ1443  NGVD 29 (??/??/92)  240.115  (m)          787.78   (f) ADJ UNCH    2 0
 EJ1443
 EJ1443.Superseded values are not recommended for survey control.
 EJ1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1443.See file dsdata.txt to determine how the superseded data were derived.
 EJ1443
 EJ1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT224971(NAD 83)
 EJ1443_MARKER: DB = BENCH MARK DISK
 EJ1443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1443_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ1443_STAMPING: 787
 EJ1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1443
 EJ1443  HISTORY     - Date     Condition        Report By
 EJ1443  HISTORY     - UNK      MONUMENTED       USGS
 EJ1443  HISTORY     - 1935     GOOD             NGS
 EJ1443  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1443
 EJ1443                          STATION DESCRIPTION
 EJ1443
 EJ1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1443'0.6 MI E FROM LANGLEY.
 EJ1443'0.6 MILES EAST OF, ALONG BAKER SPRINGS ROAD, FROM LANGLEY SCHOOL.  AT
 EJ1443'JUNCTION OF COUNTY ROAD TO ALBERT.  52 FEET EAST OF C. H. TAYLORS
 EJ1443'STORE.  43 FEET SOUTH OF INTERSECTION OF ROADS.  32 FEET SOUTHWEST OF
 EJ1443'CENTERLINE OF ALBERT ROAD.  TABLET RIVETED TO TOP OF A PIPE PROJECTING
 EJ1443'2.5 FT. ABOVE THE GROUND.
 EJ1443
 EJ1443                          STATION RECOVERY (1961)
 EJ1443
 EJ1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1432 ***********************************************************************
 FG1432  DESIGNATION -  789.8
 FG1432  PID         -  FG1432
 FG1432  STATE/COUNTY-  AR/FRANKLIN
 FG1432  USGS QUAD   -  CASS (1973)
 FG1432
 FG1432                         *CURRENT SURVEY CONTROL
 FG1432  ___________________________________________________________________
 FG1432* NAD 83(1986)-  35 40 40.     (N)    093 46 23.     (W)     SCALED    
 FG1432* NAVD 88     -       241.18   (+/-2cm)     791.3    (feet)  VERTCON   
 FG1432  ___________________________________________________________________
 FG1432  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FG1432
 FG1432  VERT ORDER  -  ? (See Below)
 FG1432
 FG1432.The horizontal coordinates were scaled from a topographic map and have
 FG1432.an estimated accuracy of +/- 6 seconds.
 FG1432
 FG1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1432.The vertical order pertains to the NGVD 29 superseded value.
 FG1432
 FG1432.The geoid height was determined by GEOID03.
 FG1432
 FG1432;                    North         East    Units  Estimated Accuracy
 FG1432;SPC AR N     -   150,600.      239,510.      MT  (+/- 180 meters Scaled)
 FG1432
 FG1432                          SUPERSEDED SURVEY CONTROL
 FG1432
 FG1432  NGVD 29 (??/??/92)  241.093  (m)          790.99   (f) ADJ UNCH    ?  
 FG1432
 FG1432.Superseded values are not recommended for survey control.
 FG1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1432.See file dsdata.txt to determine how the superseded data were derived.
 FG1432
 FG1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV300484(NAD 83)
 FG1432_MARKER: Q = CHISELED SQUARE
 FG1432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1432_SP_SET: WELL PLATFORM
 FG1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1432
 FG1432  HISTORY     - Date     Condition        Report By
 FG1432  HISTORY     - UNK      MONUMENTED       CGS
 FG1432  HISTORY     - 1959     GOOD             NGS
 FG1432
 FG1432                          STATION DESCRIPTION
 FG1432
 FG1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1432'3.6 MI E FROM CASS.
 FG1432'TO REACH FROM THE JUNCTION STATE HIGHWAY 23 AND THE TAFT ROAD, ABOUT
 FG1432'0.15 MILE NORTHEAST OF THE BRIDGE AT CASS, GO EASTERLY ON GRAVEL ROAD
 FG1432'FOR ABOUT 3.0 MILES TO A REVERSE FORK ON THE LEFT AND SIGN FLY GAP
 FG1432'TOWER, CONTINUE EAST FOR 0.1 MILE TO A BOARD GATE AND LOADING CHUTE ON
 FG1432'THE RIGHT AND MARK TO SOUTH.  THE MARK IS IN A CONCRETE WELL PLATFORM,
 FG1432'AT AN OLD BUILDING SITE ABOUT 260 FEET SOUTH OF THE BOARD GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1121 ***********************************************************************
 DK1121  DESIGNATION -  79/3
 DK1121  PID         -  DK1121
 DK1121  STATE/COUNTY-  AR/CHICOT
 DK1121  USGS QUAD   -  EMINENCE (1970)
 DK1121
 DK1121                         *CURRENT SURVEY CONTROL
 DK1121  ___________________________________________________________________
 DK1121* NAD 83(1986)-  33 13 39.     (N)    091 07 30.     (W)     SCALED    
 DK1121* NAVD 88     -        38.06   (+/-2cm)     124.9    (feet)  VERTCON   
 DK1121  ___________________________________________________________________
 DK1121  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1121
 DK1121  VERT ORDER  -  ? (See Below)
 DK1121
 DK1121.The horizontal coordinates were scaled from a topographic map and have
 DK1121.an estimated accuracy of +/- 6 seconds.
 DK1121
 DK1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1121.The vertical order pertains to the NGVD 29 superseded value.
 DK1121
 DK1121.The geoid height was determined by GEOID03.
 DK1121
 DK1121;                    North         East    Units  Estimated Accuracy
 DK1121;SPC AR S     -   462,550.      481,560.      MT  (+/- 180 meters Scaled)
 DK1121
 DK1121                          SUPERSEDED SURVEY CONTROL
 DK1121
 DK1121  NGVD 29 (??/??/??)   38.112  (m)          125.04   (f) ADJUSTED    ?  
 DK1121
 DK1121.Superseded values are not recommended for survey control.
 DK1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1121.See file dsdata.txt to determine how the superseded data were derived.
 DK1121
 DK1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS747780(NAD 83)
 DK1121_MARKER: B = BOLT
 DK1121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1121
 DK1121  HISTORY     - Date     Condition        Report By
 DK1121  HISTORY     - UNK      MONUMENTED       DOD
 DK1121  HISTORY     - 1934     GOOD             CGS
 DK1121
 DK1121                          STATION DESCRIPTION
 DK1121
 DK1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1121'IN LAKEPORT.
 DK1121'P.B.M. IS A STONE POST ABOUT 6 INCHES ABOVE GROUND, LOCATED ON THE
 DK1121'RIGHT BANK OF MISS. RIVER, AT LAKEPORT, CHICOT CO., ARK., ABOUT 800
 DK1121'FT. IN FRONT OF MAIN LEVEE, 930 FT. NORTH OF A POINT WHERE ROAD
 DK1121'CROSSES LEVEE, 450 FT. SOUTHWEST OF A SLOUGH, IN EDGE OF WOODS, 20 FT.
 DK1121'BACK OF OLD SMALL LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1326 ***********************************************************************
 FF1326  DESIGNATION -  8 B
 FF1326  PID         -  FF1326
 FF1326  STATE/COUNTY-  AR/WHITE
 FF1326  USGS QUAD   -  JUDSONIA (1994)
 FF1326
 FF1326                         *CURRENT SURVEY CONTROL
 FF1326  ___________________________________________________________________
 FF1326* NAD 83(1997)-  35 18 05.77660(N)    091 39 08.24500(W)     ADJUSTED  
 FF1326* NAVD 88     -       118.707  (meters)     389.46   (feet)  ADJUSTED  
 FF1326  ___________________________________________________________________
 FF1326  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FF1326  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1326  DYNAMIC HT  -         118.600 (meters)     389.11  (feet)  COMP
 FF1326  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FF1326
 FF1326  HORZ ORDER  -  SECOND
 FF1326  VERT ORDER  -  SECOND    CLASS 0
 FF1326
 FF1326.The horizontal coordinates were established by classical geodetic methods
 FF1326.and adjusted by the National Geodetic Survey in September 1999..
 FF1326
 FF1326.The orthometric height was determined by differential leveling
 FF1326.and adjusted by the National Geodetic Survey in June 1991..
 FF1326
 FF1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1326
 FF1326.The geoid height was determined by GEOID03.
 FF1326
 FF1326.The dynamic height is computed by dividing the NAVD 88
 FF1326.geopotential number by the normal gravity value computed on the
 FF1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1326.degrees latitude (g = 980.6199 gals.).
 FF1326
 FF1326.The modeled gravity was interpolated from observed gravity values.
 FF1326
 FF1326;                    North         East     Units Scale Factor Converg.
 FF1326;SPC AR N     -   107,477.109   431,623.165   MT  0.99994803   +0 12 08.4
 FF1326;SPC AR N     -   352,614.48  1,416,083.67   sFT  0.99994803   +0 12 08.4
 FF1326;UTM  15      - 3,907,323.572   622,531.569   MT  0.99978503   +0 46 44.1
 FF1326
 FF1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1326!SPC AR N     -   0.99998565  x   0.99994803  =   0.99993368
 FF1326!UTM  15      -   0.99998565  x   0.99978503  =   0.99977068
 FF1326
 FF1326:                Primary Azimuth Mark                     Grid Az
 FF1326:SPC AR N     -  VELVET RIDGE ST FOR SERV LOT             038 24 48.8
 FF1326:UTM  15      -  VELVET RIDGE ST FOR SERV LOT             037 50 13.1
 FF1326
 FF1326|---------------------------------------------------------------------|
 FF1326| PID    Reference Object                     Distance      Geod. Az  |
 FF1326|                                                           dddmmss.s |
 FF1326| FF1837 VELVET RIDGE ST FOR SERV LOT        APPROX.14.4 KM 0383657.2 |
 FF1326| FF1327 8 B AZ MK                                          0590220.9 |
 FF1326| FF1840 BALD KNOB MUNICIPAL STANDPIPE       APPROX. 6.6 KM 0813236.2 |
 FF1326| FF1843 JUDSONIA MUNICIPAL TANK             APPROX. 3.4 KM 1570034.7 |
 FF1326| FF1848 JUDSONIA ENTERPRISE BOX CO TK       APPROX. 3.9 KM 1624342.1 |
 FF1326|---------------------------------------------------------------------|
 FF1326
 FF1326                          SUPERSEDED SURVEY CONTROL
 FF1326
 FF1326  NAD 83(1986)-  35 18 05.78679(N)    091 39 08.24441(W) AD(       ) 2
 FF1326  NGVD 29 (??/??/??)  118.655  (m)          389.29   (f) ADJUSTED    2 0
 FF1326
 FF1326.Superseded values are not recommended for survey control.
 FF1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1326.See file dsdata.txt to determine how the superseded data were derived.
 FF1326
 FF1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2253207324(NAD 83)
 FF1326_MARKER: Z = SEE DESCRIPTION
 FF1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1326_STAMPING: 8B
 FF1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1326+STABILITY: SURFACE MOTION
 FF1326
 FF1326  HISTORY     - Date     Condition        Report By
 FF1326  HISTORY     - UNK      MONUMENTED       USAF
 FF1326  HISTORY     - 1962     GOOD             CGS
 FF1326  HISTORY     - 20030731 MARK NOT FOUND   USACE
 FF1326
 FF1326                          STATION DESCRIPTION
 FF1326
 FF1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1326'4.4 MI N FROM JUDSONIA.
 FF1326'3.55 MILES NORTH ALONG STATE HIGHWAY 157 FROM THE JUNCTION OF
 FF1326'U.S. HIGHWAYS 64, 67, AND 167 AND STATE HIGHWAY 157 AT THE
 FF1326'NORTH EDGE OF JUDSONIA, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD,
 FF1326'THENCE 0.4 MILE EAST ALONG A PAVED ROAD, SET IN TOP OF A CYLINDRICAL
 FF1326'CONCRETE POST 18 INCHES IN DIAMETER AND PROJECTING ABOUT 5
 FF1326'FEET ABOVE THE GROUND SURFACE.
 FF1326
 FF1326                          STATION RECOVERY (2003)
 FF1326
 FF1326'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1327 ***********************************************************************
 FF1327  DESIGNATION -  8 B AZ MK
 FF1327  PID         -  FF1327
 FF1327  STATE/COUNTY-  AR/WHITE
 FF1327  USGS QUAD   -  JUDSONIA (1994)
 FF1327
 FF1327                         *CURRENT SURVEY CONTROL
 FF1327  ___________________________________________________________________
 FF1327* NAD 83(1986)-  35 18 16.     (N)    091 38 56.     (W)     SCALED    
 FF1327* NAVD 88     -       112.896  (meters)     370.39   (feet)  ADJUSTED  
 FF1327  ___________________________________________________________________
 FF1327  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1327  DYNAMIC HT  -         112.795 (meters)     370.06  (feet)  COMP
 FF1327  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 FF1327
 FF1327  VERT ORDER  -  SECOND    CLASS 0
 FF1327
 FF1327.The horizontal coordinates were scaled from a topographic map and have
 FF1327.an estimated accuracy of +/- 6 seconds.
 FF1327
 FF1327.The orthometric height was determined by differential leveling
 FF1327.and adjusted by the National Geodetic Survey in June 1991..
 FF1327
 FF1327.The geoid height was determined by GEOID03.
 FF1327
 FF1327.The dynamic height is computed by dividing the NAVD 88
 FF1327.geopotential number by the normal gravity value computed on the
 FF1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1327.degrees latitude (g = 980.6199 gals.).
 FF1327
 FF1327.The modeled gravity was interpolated from observed gravity values.
 FF1327
 FF1327;                    North         East    Units  Estimated Accuracy
 FF1327;SPC AR N     -   107,790.      431,930.      MT  (+/- 180 meters Scaled)
 FF1327
 FF1327                          SUPERSEDED SURVEY CONTROL
 FF1327
 FF1327  NGVD 29 (??/??/??)  112.846  (m)          370.23   (f) ADJUSTED    2 0
 FF1327
 FF1327.Superseded values are not recommended for survey control.
 FF1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1327.See file dsdata.txt to determine how the superseded data were derived.
 FF1327
 FF1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV228076(NAD 83)
 FF1327_MARKER: DZ = AZIMUTH MARK DISK
 FF1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1327_STAMPING: 8B 1962
 FF1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1327+STABILITY: SURFACE MOTION
 FF1327
 FF1327  HISTORY     - Date     Condition        Report By
 FF1327  HISTORY     - 1962     MONUMENTED       CGS
 FF1327
 FF1327                          STATION DESCRIPTION
 FF1327
 FF1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1327'4.5 MI N FROM JUDSONIA.
 FF1327'3.55 MILES NORTH ALONG STATE HIGHWAY 157 FROM THE JUNCTION OF
 FF1327'U.S. HIGHWAYS 64, 67, AND 167 AND STATE HIGHWAY 157 AT THE
 FF1327'NORTH EDGE OF JUDSONIA, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD,
 FF1327'THENCE 0.45 MILE EAST ALONG A PAVED ROAD, SET IN TOP OF A SQUARE
 FF1327'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0269 ***********************************************************************
 FG0269  DESIGNATION -  8 WMH
 FG0269  PID         -  FG0269
 FG0269  STATE/COUNTY-  AR/FAULKNER
 FG0269  USGS QUAD   -  DAMASCUS (1994)
 FG0269
 FG0269                         *CURRENT SURVEY CONTROL
 FG0269  ___________________________________________________________________
 FG0269* NAD 83(1986)-  35 19 10.     (N)    092 24 39.     (W)     SCALED    
 FG0269* NAVD 88     -       164.254  (meters)     538.89   (feet)  ADJUSTED  
 FG0269  ___________________________________________________________________
 FG0269  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0269  DYNAMIC HT  -         164.101 (meters)     538.39  (feet)  COMP
 FG0269  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 FG0269
 FG0269  VERT ORDER  -  SECOND    CLASS 0
 FG0269
 FG0269.The horizontal coordinates were scaled from a topographic map and have
 FG0269.an estimated accuracy of +/- 6 seconds.
 FG0269
 FG0269.The orthometric height was determined by differential leveling
 FG0269.and adjusted by the National Geodetic Survey in June 1991..
 FG0269
 FG0269.The geoid height was determined by GEOID03.
 FG0269
 FG0269.The dynamic height is computed by dividing the NAVD 88
 FG0269.geopotential number by the normal gravity value computed on the
 FG0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0269.degrees latitude (g = 980.6199 gals.).
 FG0269
 FG0269.The modeled gravity was interpolated from observed gravity values.
 FG0269
 FG0269;                    North         East    Units  Estimated Accuracy
 FG0269;SPC AR N     -   109,480.      362,640.      MT  (+/- 180 meters Scaled)
 FG0269
 FG0269                          SUPERSEDED SURVEY CONTROL
 FG0269
 FG0269  NGVD 29 (??/??/92)  164.242  (m)          538.85   (f) ADJ UNCH    2 0
 FG0269
 FG0269.Superseded values are not recommended for survey control.
 FG0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0269.See file dsdata.txt to determine how the superseded data were derived.
 FG0269
 FG0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV535086(NAD 83)
 FG0269_MARKER: DD = SURVEY DISK
 FG0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0269_STAMPING: 8 WMH 1960
 FG0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0269+STABILITY: SURFACE MOTION
 FG0269
 FG0269  HISTORY     - Date     Condition        Report By
 FG0269  HISTORY     - 1960     MONUMENTED       USGS
 FG0269  HISTORY     - 1962     GOOD             NGS
 FG0269
 FG0269                          STATION DESCRIPTION
 FG0269
 FG0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0269'4.2 MI S FROM DAMASCUS.
 FG0269'4.2 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 FG0269'DAMASCUS, 45.7 FEET EAST OF THE CENTER LINE OF HIGHWAY 65, 5.3 FEET
 FG0269'EAST OF A TELEPHONE POLE, 5 FEET SOUTHWEST OF A FENCE CORNER, ABOUT 1
 FG0269'FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN A 5 INCH SQUARE CONCRETE
 FG0269'POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0088 ***********************************************************************
 EJ0088  DESIGNATION -  80
 EJ0088  PID         -  EJ0088
 EJ0088  STATE/COUNTY-  AR/PULASKI
 EJ0088  USGS QUAD   -  WOODSON (1987)
 EJ0088
 EJ0088                         *CURRENT SURVEY CONTROL
 EJ0088  ___________________________________________________________________
 EJ0088* NAD 83(1986)-  34 30 13.     (N)    092 12 15.     (W)     SCALED    
 EJ0088* NAVD 88     -        78.058  (meters)     256.10   (feet)  ADJUSTED  
 EJ0088  ___________________________________________________________________
 EJ0088  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EJ0088  DYNAMIC HT  -          77.984 (meters)     255.85  (feet)  COMP
 EJ0088  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 EJ0088
 EJ0088  VERT ORDER  -  FIRST     CLASS II
 EJ0088
 EJ0088.The horizontal coordinates were scaled from a topographic map and have
 EJ0088.an estimated accuracy of +/- 6 seconds.
 EJ0088
 EJ0088.The orthometric height was determined by differential leveling
 EJ0088.and adjusted by the National Geodetic Survey in June 1991..
 EJ0088
 EJ0088.The geoid height was determined by GEOID03.
 EJ0088
 EJ0088.The dynamic height is computed by dividing the NAVD 88
 EJ0088.geopotential number by the normal gravity value computed on the
 EJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0088.degrees latitude (g = 980.6199 gals.).
 EJ0088
 EJ0088.The modeled gravity was interpolated from observed gravity values.
 EJ0088
 EJ0088;                    North         East    Units  Estimated Accuracy
 EJ0088;SPC AR S     -   603,760.      381,250.      MT  (+/- 180 meters Scaled)
 EJ0088
 EJ0088                          SUPERSEDED SURVEY CONTROL
 EJ0088
 EJ0088  NGVD 29 (??/??/92)   78.130  (m)          256.33   (f) ADJ UNCH    1 2
 EJ0088
 EJ0088.Superseded values are not recommended for survey control.
 EJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0088.See file dsdata.txt to determine how the superseded data were derived.
 EJ0088
 EJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU730182(NAD 83)
 EJ0088_MARKER: DR = REFERENCE MARK DISK
 EJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0088_STAMPING: 80
 EJ0088_MARK LOGO: USE   
 EJ0088_PROJECTION: FLUSH
 EJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0088+STABILITY: SURFACE MOTION
 EJ0088
 EJ0088  HISTORY     - Date     Condition        Report By
 EJ0088  HISTORY     - UNK      MONUMENTED       DOD
 EJ0088  HISTORY     - 1937     GOOD             ARGS
 EJ0088  HISTORY     - 1984     GOOD             NGS
 EJ0088  HISTORY     - 1988     GOOD             USPSQD
 EJ0088  HISTORY     - 1988     POOR             USPSQD
 EJ0088  HISTORY     - 1989     GOOD             USPSQD
 EJ0088  HISTORY     - 1989     POOR             USPSQD
 EJ0088  HISTORY     - 1990     GOOD             USPSQD
 EJ0088  HISTORY     - 1990     POOR             USPSQD
 EJ0088
 EJ0088                          STATION DESCRIPTION
 EJ0088
 EJ0088'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0088'0.3 MI N FROM FARRELL.
 EJ0088'0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0088'SIGN AT FARRELL, PULASKI COUNTY, 41 FEET NORTH OF POLE 364+22, 160
 EJ0088'FEET SOUTH OF A MAIL CRANE, 57 FEET WEST OF THE NORTHWEST CORNER OF AN
 EJ0088'ABANDONED STORE BUILDING, 41 FEET WEST OF A 20-INCH POST OAK TREE,
 EJ0088'21.7 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 3 FEET WEST OF
 EJ0088'BENCH MARK ANOY (ARK. GEOD. S.) DESCRIBED BELOW.  A CORPS OF
 EJ0088'ENGINEERS, U.S. ARMY, STANDARD REFERENCE-MARK DISK, STAMPED 80 AND SET
 EJ0088'IN THE TOP OF A CONCRETE POST.
 EJ0088
 EJ0088                          STATION RECOVERY (1984)
 EJ0088
 EJ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0088'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.6 KM
 EJ0088'(1.65 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ0088'WOODSON, THENCE 0.2 KM (0.1 MI) EAST ALONG EAST HENSLEY ROAD, THENCE
 EJ0088'0.2 KM (0.15 MI) SOUTH ALONG CEDAR ROAD ON THE EAST SIDE OF THE
 EJ0088'TRACKS, 23.15 METERS (260.0 FT) NORTH OF THE HENSLEY RAILROAD SIGN,
 EJ0088'41.3 METERS (135.5 FT) SOUTH OF A POWER LINE POLE WITH A TRANSFORMER
 EJ0088'AND STREET LIGHT, 12.00 METERS (39.4 FT) NORTH OF A TELEPHONE POLE,
 EJ0088'12.49 METERS (41.0 FT) WEST OF A 0.85 METERS (2.8 FT) DIAMETER POST
 EJ0088'OAK TREE, 6.61 METERS (21.7 FT) EAST OF THE EAST RAIL, AND 1.12 METERS
 EJ0088'(3.70 FT) WEST OF BENCH MARK ANOY.
 EJ0088'THE MARK IS 0.97 METERS  W FROM A WITNESS POST.
 EJ0088
 EJ0088                          STATION RECOVERY (1988)
 EJ0088
 EJ0088'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0088'RECOVERED IN GOOD CONDITION.
 EJ0088
 EJ0088                          STATION RECOVERY (1988)
 EJ0088
 EJ0088'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ0088'MARK RECOVERED IN POOR CONDITION.
 EJ0088
 EJ0088                          STATION RECOVERY (1989)
 EJ0088
 EJ0088'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0088'RECOVERED IN GOOD CONDITION.
 EJ0088
 EJ0088                          STATION RECOVERY (1989)
 EJ0088
 EJ0088'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0088'MARK RECOVERED IN POOR CONDITION.
 EJ0088
 EJ0088                          STATION RECOVERY (1990)
 EJ0088
 EJ0088'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0088'RECOVERED IN GOOD CONDITION.
 EJ0088
 EJ0088                          STATION RECOVERY (1990)
 EJ0088
 EJ0088'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0088'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0974 ***********************************************************************
 DK0974  DESIGNATION -  800 A BOLT
 DK0974  PID         -  DK0974
 DK0974  STATE/COUNTY-  AR/DESHA
 DK0974  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0974
 DK0974                         *CURRENT SURVEY CONTROL
 DK0974  ___________________________________________________________________
 DK0974* NAD 83(1986)-  33 36 13.     (N)    091 12 24.     (W)     SCALED    
 DK0974* NAVD 88     -        40.908  (meters)     134.21   (feet)  ADJUSTED  
 DK0974  ___________________________________________________________________
 DK0974  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0974  DYNAMIC HT  -          40.865 (meters)     134.07  (feet)  COMP
 DK0974  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 DK0974
 DK0974  VERT ORDER  -  FIRST     CLASS II
 DK0974
 DK0974.The horizontal coordinates were scaled from a topographic map and have
 DK0974.an estimated accuracy of +/- 6 seconds.
 DK0974
 DK0974.The orthometric height was determined by differential leveling
 DK0974.and adjusted by the National Geodetic Survey in June 1991..
 DK0974
 DK0974.The geoid height was determined by GEOID03.
 DK0974
 DK0974.The dynamic height is computed by dividing the NAVD 88
 DK0974.geopotential number by the normal gravity value computed on the
 DK0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0974.degrees latitude (g = 980.6199 gals.).
 DK0974
 DK0974.The modeled gravity was interpolated from observed gravity values.
 DK0974
 DK0974;                    North         East    Units  Estimated Accuracy
 DK0974;SPC AR S     -   504,200.      473,630.      MT  (+/- 180 meters Scaled)
 DK0974
 DK0974                          SUPERSEDED SURVEY CONTROL
 DK0974
 DK0974  NGVD 29 (??/??/??)   41.026  (m)          134.60   (f) ADJUSTED    1 2
 DK0974
 DK0974.Superseded values are not recommended for survey control.
 DK0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0974.See file dsdata.txt to determine how the superseded data were derived.
 DK0974
 DK0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT663196(NAD 83)
 DK0974_MARKER: B = BOLT
 DK0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0974_SP_SET: STONE
 DK0974_STAMPING: 800
 DK0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0974+STABILITY: SURFACE MOTION
 DK0974
 DK0974  HISTORY     - Date     Condition        Report By
 DK0974  HISTORY     - UNK      MONUMENTED       DOD
 DK0974  HISTORY     - 1934     GOOD             CGS
 DK0974  HISTORY     - 1939     GOOD             CGS
 DK0974
 DK0974                          STATION DESCRIPTION
 DK0974
 DK0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0974'IN ARKANSAS CITY.
 DK0974'AT ARKANSAS CITY, DESHA COUNTY, BACK OF CHOCTAW ISLAND 78, ABOUT 600
 DK0974'FEET SOUTH OF THE MISSOURI PACIFIC RAILROAD STATION, ON THE LANDSIDE
 DK0974'OF A LEVEE ABOUT 300 FEET FROM THE CENTER LINE, 30 FEET FROM THE
 DK0974'SWITCH TRACK WEST OF THE MAIN TRACK, AT THE SOUTHEAST CORNER OF A
 DK0974'YARD, AND TO THE REAR OF A CISTERN.  A COPPER BOLT, SET IN THE TOP OF
 DK0974'A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK0974'IRON PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND AND BEARING A CORPS
 DK0974'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED 800.
 DK0974
 DK0974                          STATION RECOVERY (1939)
 DK0974
 DK0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DK0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0975 ***********************************************************************
 DK0975  DESIGNATION -  800 A CAP
 DK0975  PID         -  DK0975
 DK0975  STATE/COUNTY-  AR/DESHA
 DK0975  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0975
 DK0975                         *CURRENT SURVEY CONTROL
 DK0975  ___________________________________________________________________
 DK0975* NAD 83(1986)-  33 36 12.     (N)    091 12 24.     (W)     SCALED    
 DK0975* NAVD 88     -        42.135  (meters)     138.24   (feet)  ADJUSTED  
 DK0975  ___________________________________________________________________
 DK0975  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0975  DYNAMIC HT  -          42.091 (meters)     138.09  (feet)  COMP
 DK0975  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 DK0975
 DK0975  VERT ORDER  -  FIRST     CLASS II
 DK0975
 DK0975.The horizontal coordinates were scaled from a topographic map and have
 DK0975.an estimated accuracy of +/- 6 seconds.
 DK0975
 DK0975.The orthometric height was determined by differential leveling
 DK0975.and adjusted by the National Geodetic Survey in June 1991..
 DK0975
 DK0975.The geoid height was determined by GEOID03.
 DK0975
 DK0975.The dynamic height is computed by dividing the NAVD 88
 DK0975.geopotential number by the normal gravity value computed on the
 DK0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0975.degrees latitude (g = 980.6199 gals.).
 DK0975
 DK0975.The modeled gravity was interpolated from observed gravity values.
 DK0975
 DK0975;                    North         East    Units  Estimated Accuracy
 DK0975;SPC AR S     -   504,170.      473,630.      MT  (+/- 180 meters Scaled)
 DK0975
 DK0975                          SUPERSEDED SURVEY CONTROL
 DK0975
 DK0975  NGVD 29 (??/??/??)   42.254  (m)          138.63   (f) ADJUSTED    1 2
 DK0975
 DK0975.Superseded values are not recommended for survey control.
 DK0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0975.See file dsdata.txt to determine how the superseded data were derived.
 DK0975
 DK0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT663196(NAD 83)
 DK0975_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0975_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0975_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0975
 DK0975  HISTORY     - Date     Condition        Report By
 DK0975  HISTORY     - UNK      MONUMENTED       DOD
 DK0975  HISTORY     - 1939     GOOD             CGS
 DK0975
 DK0975                          STATION DESCRIPTION
 DK0975
 DK0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0975'IN ARKANSAS CITY.
 DK0975'A 2 IN. IRON PIPE FLANGE BENCH WITH A BRASS CAP.  TOP OF CAP IS 12 IN.
 DK0975'ABOVE THE GROUND.  ON THE RIGHT BANK OF THE MISSISSIPPI RIVER. BACK OF
 DK0975'CHOCTAW ISLAND NO. 78.  ON THE LAND SIDE OF THE LEVEE 300 FEET FROM
 DK0975'THE CENTER LINE.  IN THE SE CORNER OF THE YARD.  BEHIND A CISTERN. 30
 DK0975'FEET FROM THE SWITCH TRACK.  WEST OF THE R.R. SOUTH OF THE R.R.
 DK0975'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0918 ***********************************************************************
 FG0918  DESIGNATION -  814.6
 FG0918  PID         -  FG0918
 FG0918  STATE/COUNTY-  AR/JOHNSON
 FG0918  USGS QUAD   -  HAGARVILLE (1980)
 FG0918
 FG0918                         *CURRENT SURVEY CONTROL
 FG0918  ___________________________________________________________________
 FG0918* NAD 83(1986)-  35 32 50.     (N)    093 18 39.     (W)     SCALED    
 FG0918* NAVD 88     -       248.457  (meters)     815.15   (feet)  ADJUSTED  
 FG0918  ___________________________________________________________________
 FG0918  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FG0918  DYNAMIC HT  -         248.223 (meters)     814.38  (feet)  COMP
 FG0918  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 FG0918
 FG0918  VERT ORDER  -  SECOND    CLASS 0
 FG0918
 FG0918.The horizontal coordinates were scaled from a topographic map and have
 FG0918.an estimated accuracy of +/- 6 seconds.
 FG0918
 FG0918.The orthometric height was determined by differential leveling
 FG0918.and adjusted by the National Geodetic Survey in June 1991..
 FG0918
 FG0918.The geoid height was determined by GEOID03.
 FG0918
 FG0918.The dynamic height is computed by dividing the NAVD 88
 FG0918.geopotential number by the normal gravity value computed on the
 FG0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0918.degrees latitude (g = 980.6199 gals.).
 FG0918
 FG0918.The modeled gravity was interpolated from observed gravity values.
 FG0918
 FG0918;                    North         East    Units  Estimated Accuracy
 FG0918;SPC AR N     -   135,460.      281,150.      MT  (+/- 180 meters Scaled)
 FG0918
 FG0918                          SUPERSEDED SURVEY CONTROL
 FG0918
 FG0918  NGVD 29 (??/??/92)  248.419  (m)          815.02   (f) ADJ UNCH    2 0
 FG0918
 FG0918.Superseded values are not recommended for survey control.
 FG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0918.See file dsdata.txt to determine how the superseded data were derived.
 FG0918
 FG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV718337(NAD 83)
 FG0918_MARKER: R = RIVET
 FG0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0918_SP_SET: TREE ROOT
 FG0918_STAMPING: 814.6
 FG0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0918
 FG0918  HISTORY     - Date     Condition        Report By
 FG0918  HISTORY     - UNK      MONUMENTED       USGS
 FG0918  HISTORY     - 1935     GOOD             NGS
 FG0918
 FG0918                          STATION DESCRIPTION
 FG0918
 FG0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0918'2.8 MI NW FROM HAGERSVILLE.
 FG0918'2.8 MI. NORTHWEST OF, ALONG STATE HWY NO. 123-- FROM THE C. E. MORRIS
 FG0918'RESIDENCE.  ON STATE HIGHWAY 123. 2 MILES NORTH OF SOUTH ENTRANCE TO
 FG0918'OZARK NATIONAL FOREST. 24 FEET SOUTHWEST OF CENTER-LINE OF STATE
 FG0918'HIGHWAY 123. 15 FEET NORTHWEST OF NORTHWEST CORNER OF FENCE. IN BASE
 FG0918'OF TREE ROOT, TREE, 14 INCHES IN DIAMETER. 6 INCHES ABOVE SURFACE OF
 FG0918'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0227 ***********************************************************************
 EJ0227  DESIGNATION -  82
 EJ0227  PID         -  EJ0227
 EJ0227  STATE/COUNTY-  AR/SALINE
 EJ0227  USGS QUAD   -  ALEXANDER (1986)
 EJ0227
 EJ0227                         *CURRENT SURVEY CONTROL
 EJ0227  ___________________________________________________________________
 EJ0227* NAD 83(1986)-  34 38 46.     (N)    092 26 40.     (W)     SCALED    
 EJ0227* NAVD 88     -       101.121  (meters)     331.76   (feet)  ADJUSTED  
 EJ0227  ___________________________________________________________________
 EJ0227  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ0227  DYNAMIC HT  -         101.027 (meters)     331.45  (feet)  COMP
 EJ0227  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EJ0227
 EJ0227  VERT ORDER  -  SECOND    CLASS 0
 EJ0227
 EJ0227.The horizontal coordinates were scaled from a topographic map and have
 EJ0227.an estimated accuracy of +/- 6 seconds.
 EJ0227
 EJ0227.The orthometric height was determined by differential leveling
 EJ0227.and adjusted by the National Geodetic Survey in June 1991..
 EJ0227
 EJ0227.The geoid height was determined by GEOID03.
 EJ0227
 EJ0227.The dynamic height is computed by dividing the NAVD 88
 EJ0227.geopotential number by the normal gravity value computed on the
 EJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0227.degrees latitude (g = 980.6199 gals.).
 EJ0227
 EJ0227.The modeled gravity was interpolated from observed gravity values.
 EJ0227
 EJ0227;                    North         East    Units  Estimated Accuracy
 EJ0227;SPC AR S     -   619,640.      359,260.      MT  (+/- 180 meters Scaled)
 EJ0227
 EJ0227                          SUPERSEDED SURVEY CONTROL
 EJ0227
 EJ0227  NGVD 29 (??/??/92)  101.163  (m)          331.90   (f) ADJ UNCH    2 0
 EJ0227
 EJ0227.Superseded values are not recommended for survey control.
 EJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0227.See file dsdata.txt to determine how the superseded data were derived.
 EJ0227
 EJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU509339(NAD 83)
 EJ0227_MARKER: DB = BENCH MARK DISK
 EJ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0227_STAMPING: STA NO 82 1934
 EJ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0227+STABILITY: SURFACE MOTION
 EJ0227
 EJ0227  HISTORY     - Date     Condition        Report By
 EJ0227  HISTORY     - 1934     MONUMENTED       CGS
 EJ0227  HISTORY     - 1960     POOR             NGS
 EJ0227  HISTORY     - 19850725 MARK NOT FOUND   USPSQD
 EJ0227  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0227  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0227
 EJ0227                          STATION DESCRIPTION
 EJ0227
 EJ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0227'1.2 MI N FROM ALEXANDER.
 EJ0227'IN SALINE COUNTY, 1.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE
 EJ0227'MISSOURI PACIFIC RAILROAD STATION SIGN AT ALEXANDER, PULASKI COUNTY,
 EJ0227'AT THE INTERSECTION OF U.S. HIGHWAY 70, 89 FEET SOUTHWEST OF THE
 EJ0227'INTERSECTION OF THE CENTERLINE OF U.S. HIGHWAY 70, AND THE
 EJ0227'SALINE-PULASKI COUNTY LINE, 50 FEET WEST OF THE CENTERLINE OF THE
 EJ0227'GRAVEL ROAD, 30.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 EJ0227'14.1 FEET SOUTH OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE
 EJ0227'HIGHWAY.  A STANDARD DISK, STAMPED STA NO 82 1934 AND SET IN THE TOP
 EJ0227'OF A CONCRETE POST.
 EJ0227
 EJ0227                          STATION RECOVERY (1985)
 EJ0227
 EJ0227'RECOVERY NOTE BY US POWER SQUADRON 1985 (USG)
 EJ0227'MARK NOT FOUND.
 EJ0227
 EJ0227                          STATION RECOVERY (1989)
 EJ0227
 EJ0227'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0227'MARK NOT FOUND.
 EJ0227
 EJ0227                          STATION RECOVERY (1990)
 EJ0227
 EJ0227'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0367 ***********************************************************************
 GF0367  DESIGNATION -  846
 GF0367  PID         -  GF0367
 GF0367  STATE/COUNTY-  AR/NEWTON
 GF0367  USGS QUAD   -  JASPER (1975)
 GF0367
 GF0367                         *CURRENT SURVEY CONTROL
 GF0367  ___________________________________________________________________
 GF0367* NAD 83(1986)-  36 04 57.     (N)    093 08 14.     (W)     SCALED    
 GF0367* NAVD 88     -       257.30   (+/-2cm)     844.2    (feet)  VERTCON   
 GF0367  ___________________________________________________________________
 GF0367  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0367
 GF0367  VERT ORDER  -  ? (See Below)
 GF0367
 GF0367.The horizontal coordinates were scaled from a topographic map and have
 GF0367.an estimated accuracy of +/- 6 seconds.
 GF0367
 GF0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0367.The vertical order pertains to the NGVD 29 superseded value.
 GF0367
 GF0367.The geoid height was determined by GEOID03.
 GF0367
 GF0367;                    North         East    Units  Estimated Accuracy
 GF0367;SPC AR N     -   194,650.      297,580.      MT  (+/- 180 meters Scaled)
 GF0367
 GF0367                          SUPERSEDED SURVEY CONTROL
 GF0367
 GF0367  NGVD 29 (??/??/92)  257.187  (m)          843.79   (f) ADJ UNCH    ?  
 GF0367
 GF0367.Superseded values are not recommended for survey control.
 GF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0367.See file dsdata.txt to determine how the superseded data were derived.
 GF0367
 GF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV876931(NAD 83)
 GF0367_MARKER: X = CHISELED CROSS
 GF0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0367_SP_SET: BRIDGE
 GF0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0367
 GF0367  HISTORY     - Date     Condition        Report By
 GF0367  HISTORY     - UNK      MONUMENTED       CGS
 GF0367  HISTORY     - 1932     GOOD             NGS
 GF0367
 GF0367                          STATION DESCRIPTION
 GF0367
 GF0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 GF0367'7.8 MI N FROM JASPER.
 GF0367'7.75 MILES NORTH ALONG HIGHWAY ON ARK. STATE HIGHWAY 7, IN THE
 GF0367'NORTH END OF THE WEST HUB GUARD OF THE HARP CREEK BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0630 ***********************************************************************
 EJ0630  DESIGNATION -  86
 EJ0630  PID         -  EJ0630
 EJ0630  STATE/COUNTY-  AR/GRANT
 EJ0630  USGS QUAD   -  CANE CREEK (1984)
 EJ0630
 EJ0630                         *CURRENT SURVEY CONTROL
 EJ0630  ___________________________________________________________________
 EJ0630* NAD 83(1986)-  34 29 41.     (N)    092 20 54.     (W)     SCALED    
 EJ0630* NAVD 88     -       101.309  (meters)     332.38   (feet)  ADJUSTED  
 EJ0630  ___________________________________________________________________
 EJ0630  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EJ0630  DYNAMIC HT  -         101.213 (meters)     332.06  (feet)  COMP
 EJ0630  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 EJ0630
 EJ0630  VERT ORDER  -  SECOND    CLASS 0
 EJ0630
 EJ0630.The horizontal coordinates were scaled from a topographic map and have
 EJ0630.an estimated accuracy of +/- 6 seconds.
 EJ0630
 EJ0630.The orthometric height was determined by differential leveling
 EJ0630.and adjusted by the National Geodetic Survey in June 1991..
 EJ0630
 EJ0630.The geoid height was determined by GEOID03.
 EJ0630
 EJ0630.The dynamic height is computed by dividing the NAVD 88
 EJ0630.geopotential number by the normal gravity value computed on the
 EJ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0630.degrees latitude (g = 980.6199 gals.).
 EJ0630
 EJ0630.The modeled gravity was interpolated from observed gravity values.
 EJ0630
 EJ0630;                    North         East    Units  Estimated Accuracy
 EJ0630;SPC AR S     -   602,810.      368,010.      MT  (+/- 180 meters Scaled)
 EJ0630
 EJ0630                          SUPERSEDED SURVEY CONTROL
 EJ0630
 EJ0630  NGVD 29 (??/??/92)  101.358  (m)          332.54   (f) ADJ UNCH    2 0
 EJ0630
 EJ0630.Superseded values are not recommended for survey control.
 EJ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0630.See file dsdata.txt to determine how the superseded data were derived.
 EJ0630
 EJ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU598172(NAD 83)
 EJ0630_MARKER: DB = BENCH MARK DISK
 EJ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0630_STAMPING: STA NO 86 1934
 EJ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0630+STABILITY: SURFACE MOTION
 EJ0630
 EJ0630  HISTORY     - Date     Condition        Report By
 EJ0630  HISTORY     - 1934     MONUMENTED       CGS
 EJ0630  HISTORY     - 1964     GOOD             NGS
 EJ0630
 EJ0630                          STATION DESCRIPTION
 EJ0630
 EJ0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EJ0630'13.9 MI N FROM SHERIDAN.
 EJ0630'13.9 MILES NORTH ALONG U. S. HIGHWAY 167 FROM COUNTY COURTHOUSE AT
 EJ0630'SHERIDAN, GRANT COUNTY, AT THE SALINE-GRANT COUNTY LINE, 0.1 MILE WEST
 EJ0630'OF PRESENT U. S. HIGHWAY LOCATION, 28.7 FEET NORTHWEST OF THE
 EJ0630'CENTERLINE OF OLD HIGHWAY, AND 26.4 FEET SOUTHWEST OF THE NORTHWEST
 EJ0630'END OF A CONCRETE CULVERT, AND 1 FOOT NORTHWEST OF METAL WITNESS
 EJ0630'MARKER.  A STANDARD DISK, STAMPED STA NO 86 1934 AND SET IN THE TOP OF
 EJ0630'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0010 ***********************************************************************
 EJ0010  DESIGNATION -  87
 EJ0010  PID         -  EJ0010
 EJ0010  STATE/COUNTY-  AR/PULASKI
 EJ0010  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0010
 EJ0010                         *CURRENT SURVEY CONTROL
 EJ0010  ___________________________________________________________________
 EJ0010* NAD 83(1986)-  34 51 48.     (N)    092 21 46.     (W)     SCALED    
 EJ0010* NAVD 88     -        81.786  (meters)     268.33   (feet)  ADJUSTED  
 EJ0010  ___________________________________________________________________
 EJ0010  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ0010  DYNAMIC HT  -          81.709 (meters)     268.07  (feet)  COMP
 EJ0010  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 EJ0010
 EJ0010  VERT ORDER  -  SECOND    CLASS 0
 EJ0010
 EJ0010.The horizontal coordinates were scaled from a topographic map and have
 EJ0010.an estimated accuracy of +/- 6 seconds.
 EJ0010
 EJ0010.The orthometric height was determined by differential leveling
 EJ0010.and adjusted by the National Geodetic Survey in June 1991..
 EJ0010
 EJ0010.The geoid height was determined by GEOID03.
 EJ0010
 EJ0010.The dynamic height is computed by dividing the NAVD 88
 EJ0010.geopotential number by the normal gravity value computed on the
 EJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0010.degrees latitude (g = 980.6199 gals.).
 EJ0010
 EJ0010.The modeled gravity was interpolated from observed gravity values.
 EJ0010
 EJ0010;                    North         East    Units  Estimated Accuracy
 EJ0010;SPC AR S     -   643,710.      366,830.      MT  (+/- 180 meters Scaled)
 EJ0010
 EJ0010                          SUPERSEDED SURVEY CONTROL
 EJ0010
 EJ0010  NGVD 29 (??/??/92)   81.831  (m)          268.47   (f) ADJ UNCH    2 0
 EJ0010
 EJ0010.Superseded values are not recommended for survey control.
 EJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0010.See file dsdata.txt to determine how the superseded data were derived.
 EJ0010
 EJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU582580(NAD 83)
 EJ0010_MARKER: DD = SURVEY DISK
 EJ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0010_STAMPING: 87
 EJ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0010+STABILITY: SURFACE MOTION
 EJ0010
 EJ0010  HISTORY     - Date     Condition        Report By
 EJ0010  HISTORY     - UNK      MONUMENTED       DOD
 EJ0010  HISTORY     - 1939     GOOD             NGS
 EJ0010  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0010
 EJ0010                          STATION DESCRIPTION
 EJ0010
 EJ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0010'IN MARCHE.
 EJ0010'AT MARCHE, PULASKI COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 95 FEET
 EJ0010'EAST OF MILEPOST 35/00, 133 FEET EAST OF THE EAST RAIL OF THE MAIN
 EJ0010'TRACK, 28 FEET EAST OF THE CENTERLINE OF A ROAD, 47 FEET SOUTHEAST OF
 EJ0010'A CURVE IN THE ROAD, AND 2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EJ0010'BRICK STORE.  A CORPS OF ENGINEERS, U. S. ARMY, STANDARD DISK, STAMPED
 EJ0010'87 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0010
 EJ0010                          STATION RECOVERY (1984)
 EJ0010
 EJ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0010'NOT RECOVERED, A CONCRETE SIDEWALK IS NOW IN OR OVER THE MARK, IT IS
 EJ0010'POSSIBLE THE MARK IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0223 ***********************************************************************
 EK0223  DESIGNATION -  871
 EK0223  PID         -  EK0223
 EK0223  STATE/COUNTY-  AR/HOWARD
 EK0223  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0223
 EK0223                         *CURRENT SURVEY CONTROL
 EK0223  ___________________________________________________________________
 EK0223* NAD 83(1986)-  34 17 26.     (N)    094 13 12.     (W)     SCALED    
 EK0223* NAVD 88     -       265.729  (meters)     871.81   (feet)  ADJUSTED  
 EK0223  ___________________________________________________________________
 EK0223  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 EK0223  DYNAMIC HT  -         265.456 (meters)     870.92  (feet)  COMP
 EK0223  MODELED GRAV-     979,601.8   (mgal)                       NAVD 88
 EK0223
 EK0223  VERT ORDER  -  SECOND    CLASS 0
 EK0223
 EK0223.The horizontal coordinates were scaled from a topographic map and have
 EK0223.an estimated accuracy of +/- 6 seconds.
 EK0223
 EK0223.The orthometric height was determined by differential leveling
 EK0223.and adjusted by the National Geodetic Survey in June 1991..
 EK0223
 EK0223.The geoid height was determined by GEOID03.
 EK0223
 EK0223.The dynamic height is computed by dividing the NAVD 88
 EK0223.geopotential number by the normal gravity value computed on the
 EK0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0223.degrees latitude (g = 980.6199 gals.).
 EK0223
 EK0223.The modeled gravity was interpolated from observed gravity values.
 EK0223
 EK0223;                    North         East    Units  Estimated Accuracy
 EK0223;SPC AR S     -   582,330.      195,640.      MT  (+/- 180 meters Scaled)
 EK0223
 EK0223                          SUPERSEDED SURVEY CONTROL
 EK0223
 EK0223  NGVD 29 (??/??/92)  265.682  (m)          871.66   (f) ADJ UNCH    2 0
 EK0223
 EK0223.Superseded values are not recommended for survey control.
 EK0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0223.See file dsdata.txt to determine how the superseded data were derived.
 EK0223
 EK0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT877950(NAD 83)
 EK0223_MARKER: P = PIPE CAP
 EK0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0223_STAMPING: 871-1908
 EK0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0223
 EK0223  HISTORY     - Date     Condition        Report By
 EK0223  HISTORY     - 1908     MONUMENTED       USGS
 EK0223  HISTORY     - 1935     GOOD             NGS
 EK0223  HISTORY     - 1961     GOOD             NGS
 EK0223
 EK0223                          STATION DESCRIPTION
 EK0223
 EK0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0223'7.1 MI E FROM WICKES.
 EK0223'7.1 MILES EAST OF, ALONG BAKER SPRINGS ROAD, FROM K.C.S. RY.
 EK0223'STATION.  ABOUT .1 MILE WEST OF THE DUCKETT SCHOOL, AT JUNCTION
 EK0223'OF BAKER SPRINGS ROAD AND OLD BURG-WICKES ROAD, 38 FEET
 EK0223'NORTHWEST OF THE INTERSECTION OF CENTERLINES OF THE ROADS,
 EK0223'20 FEET NORTH OF THE BAKER SPRINGS ROAD CENTERLINE, 2 FEET
 EK0223'ABOVE THE ROAD SURFACE.  CAP RIVETED TO PIPE AND PROJECTING
 EK0223'1.2 FT. ABOVE THE GROUND.
 EK0223
 EK0223                          STATION RECOVERY (1961)
 EK0223
 EK0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0649 ***********************************************************************
 EK0649  DESIGNATION -  871 RESET
 EK0649  PID         -  EK0649
 EK0649  STATE/COUNTY-  AR/HOWARD
 EK0649  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0649
 EK0649                         *CURRENT SURVEY CONTROL
 EK0649  ___________________________________________________________________
 EK0649* NAD 83(1986)-  34 17 26.     (N)    094 13 12.     (W)     SCALED    
 EK0649* NAVD 88     -       264.33   (meters)     867.2    (feet)  RESET     
 EK0649  ___________________________________________________________________
 EK0649  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 EK0649
 EK0649  VERT ORDER  -  THIRD
 EK0649
 EK0649.The horizontal coordinates were scaled from a topographic map and have
 EK0649.an estimated accuracy of +/- 6 seconds.
 EK0649
 EK0649.The orthometric height was computed from unverified reset data.
 EK0649
 EK0649.The geoid height was determined by GEOID03.
 EK0649
 EK0649;                    North         East    Units  Estimated Accuracy
 EK0649;SPC AR S     -   582,330.      195,640.      MT  (+/- 180 meters Scaled)
 EK0649
 EK0649                          SUPERSEDED SURVEY CONTROL
 EK0649
 EK0649  NGVD 29 (08/21/02)  264.28   (m)          867.1    (f) RESET       3  
 EK0649
 EK0649.Superseded values are not recommended for survey control.
 EK0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0649.See file dsdata.txt to determine how the superseded data were derived.
 EK0649
 EK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT877950(NAD 83)
 EK0649_MARKER: DB = BENCH MARK DISK
 EK0649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EK0649_STAMPING: 871 USGS RESET 1979
 EK0649_PROJECTION: PROJECTING 5 CENTIMETERS
 EK0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0649_ROD/PIPE-DEPTH: 1.22 meters
 EK0649
 EK0649  HISTORY     - Date     Condition        Report By
 EK0649  HISTORY     - 1979     MONUMENTED       NGS
 EK0649
 EK0649                          STATION DESCRIPTION
 EK0649
 EK0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EK0649'7.2 MI EAST FROM WICKES.
 EK0649'7.2 MILES EAST ALONG STATE HIGHWAY 4, 2.2 MILES EAST OF THE
 EK0649'HOWARD-POLK COUNTY LINE, 50 YARDS WEST-SOUTHWEST WHERE ROAD FORKS,
 EK0649'66.5 FEET SOUTH OF THE CENTER OF HIGHWAY 4, 23 FEET SOUTH-SOUTHEAST
 EK0649'OF A POWER POLE, 18.5 FEET WEST OF A 10-INCH PINE TREE,
 EK0649'AND 18 FEET EAST OF A 12-INCH PINE TREE.
 EK0649'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0732 ***********************************************************************
 FG0732  DESIGNATION -  881.7
 FG0732  PID         -  FG0732
 FG0732  STATE/COUNTY-  AR/NEWTON
 FG0732  USGS QUAD   -  EULA (1980)
 FG0732
 FG0732                         *CURRENT SURVEY CONTROL
 FG0732  ___________________________________________________________________
 FG0732* NAD 83(1986)-  35 54 21.     (N)    092 59 55.     (W)     SCALED    
 FG0732* NAVD 88     -       268.87   (+/-2cm)     882.1    (feet)  VERTCON   
 FG0732  ___________________________________________________________________
 FG0732  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG0732
 FG0732  VERT ORDER  -  ? (See Below)
 FG0732
 FG0732.The horizontal coordinates were scaled from a topographic map and have
 FG0732.an estimated accuracy of +/- 6 seconds.
 FG0732
 FG0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG0732.The vertical order pertains to the NGVD 29 superseded value.
 FG0732
 FG0732.The geoid height was determined by GEOID03.
 FG0732
 FG0732;                    North         East    Units  Estimated Accuracy
 FG0732;SPC AR N     -   174,920.      309,860.      MT  (+/- 180 meters Scaled)
 FG0732
 FG0732                          SUPERSEDED SURVEY CONTROL
 FG0732
 FG0732  NGVD 29 (??/??/92)  268.771  (m)          881.79   (f) ADJ UNCH    ?  
 FG0732
 FG0732.Superseded values are not recommended for survey control.
 FG0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0732.See file dsdata.txt to determine how the superseded data were derived.
 FG0732
 FG0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV001735(NAD 83)
 FG0732_MARKER: R = RIVET
 FG0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0732_SP_SET: TREE
 FG0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0732
 FG0732  HISTORY     - Date     Condition        Report By
 FG0732  HISTORY     - UNK      MONUMENTED       USGS
 FG0732  HISTORY     - 1935     GOOD             NGS
 FG0732
 FG0732                          STATION DESCRIPTION
 FG0732
 FG0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0732'1.2 MI N FROM BASS.
 FG0732'1.2 MILES NORTH ALONG THE CAVE CREEK ROAD FROM THE POST OFFICE AT
 FG0732'BASS, NEWTON COUNTY, AT DODSON SCHOOL, IN A TREE.  A COPPER RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0780 ***********************************************************************
 FG0780  DESIGNATION -  889.0
 FG0780  PID         -  FG0780
 FG0780  STATE/COUNTY-  AR/NEWTON
 FG0780  USGS QUAD   -  MT JUDEA (1980)
 FG0780
 FG0780                         *CURRENT SURVEY CONTROL
 FG0780  ___________________________________________________________________
 FG0780* NAD 83(1986)-  35 55 17.     (N)    093 03 10.     (W)     SCALED    
 FG0780* NAVD 88     -       271.074  (meters)     889.35   (feet)  ADJUSTED  
 FG0780  ___________________________________________________________________
 FG0780  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FG0780  DYNAMIC HT  -         270.825 (meters)     888.53  (feet)  COMP
 FG0780  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 FG0780
 FG0780  VERT ORDER  -  SECOND    CLASS 0
 FG0780
 FG0780.The horizontal coordinates were scaled from a topographic map and have
 FG0780.an estimated accuracy of +/- 6 seconds.
 FG0780
 FG0780.The orthometric height was determined by differential leveling
 FG0780.and adjusted by the National Geodetic Survey in June 1991..
 FG0780
 FG0780.The geoid height was determined by GEOID03.
 FG0780
 FG0780.The dynamic height is computed by dividing the NAVD 88
 FG0780.geopotential number by the normal gravity value computed on the
 FG0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0780.degrees latitude (g = 980.6199 gals.).
 FG0780
 FG0780.The modeled gravity was interpolated from observed gravity values.
 FG0780
 FG0780;                    North         East    Units  Estimated Accuracy
 FG0780;SPC AR N     -   176,690.      304,990.      MT  (+/- 180 meters Scaled)
 FG0780
 FG0780                          SUPERSEDED SURVEY CONTROL
 FG0780
 FG0780  NGVD 29 (??/??/92)  270.976  (m)          889.03   (f) ADJ UNCH    2 0
 FG0780
 FG0780.Superseded values are not recommended for survey control.
 FG0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0780.See file dsdata.txt to determine how the superseded data were derived.
 FG0780
 FG0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV952752(NAD 83)
 FG0780_MARKER: N = NAIL
 FG0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0780_SP_SET: OAK TREE
 FG0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0780
 FG0780  HISTORY     - Date     Condition        Report By
 FG0780  HISTORY     - UNK      MONUMENTED       USGS
 FG0780  HISTORY     - 1935     GOOD             NGS
 FG0780
 FG0780                          STATION DESCRIPTION
 FG0780
 FG0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0780'0.4 MI E FROM MT JUDEA.
 FG0780'0.4 MILE EAST ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF STATE
 FG0780'HIGHWAY 103 AT MT. JUDEA, NEWTON COUNTY, 0.3 MILE NORTHEAST OF THE
 FG0780'JUNCTION OF THE LURTON AND THE BASS ROADS, 55 FEET SOUTHEAST OF THE
 FG0780'CENTERLINE OF A FORD ACROSS A CREEK, 15 FEET EAST OF THE CENTERLINE OF
 FG0780'THE ROAD, 10 FEET WEST OF A FENCE CORNER, AND IN THE BASE OF A BLAZED
 FG0780'36-INCH WHITE OAK TREE.  A COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1761 ***********************************************************************
 EH1761  DESIGNATION -  8/9
 EH1761  PID         -  EH1761
 EH1761  STATE/COUNTY-  AR/JEFFERSON
 EH1761  USGS QUAD   -  ROB ROY (1971)
 EH1761
 EH1761                         *CURRENT SURVEY CONTROL
 EH1761  ___________________________________________________________________
 EH1761* NAD 83(1986)-  34 16 42.     (N)    091 53 11.     (W)     SCALED    
 EH1761* NAVD 88     -        62.804  (meters)     206.05   (feet)  ADJUSTED  
 EH1761  ___________________________________________________________________
 EH1761  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1761  DYNAMIC HT  -          62.743 (meters)     205.85  (feet)  COMP
 EH1761  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 EH1761
 EH1761  VERT ORDER  -  SECOND    CLASS 0
 EH1761
 EH1761.The horizontal coordinates were scaled from a topographic map and have
 EH1761.an estimated accuracy of +/- 6 seconds.
 EH1761
 EH1761.The orthometric height was determined by differential leveling
 EH1761.and adjusted by the National Geodetic Survey in August 1993..
 EH1761
 EH1761.The geoid height was determined by GEOID03.
 EH1761
 EH1761.The dynamic height is computed by dividing the NAVD 88
 EH1761.geopotential number by the normal gravity value computed on the
 EH1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1761.degrees latitude (g = 980.6199 gals.).
 EH1761
 EH1761.The modeled gravity was interpolated from observed gravity values.
 EH1761
 EH1761;                    North         East    Units  Estimated Accuracy
 EH1761;SPC AR S     -   578,760.      410,460.      MT  (+/- 180 meters Scaled)
 EH1761
 EH1761                          SUPERSEDED SURVEY CONTROL
 EH1761
 EH1761  NAVD 88 (06/15/91)   62.805  (m)          206.05   (f) UNKNOWN     2 0
 EH1761  NGVD 29 (??/??/??)   62.836  (m)          206.15   (f) ADJUSTED    2 0
 EH1761
 EH1761.Superseded values are not recommended for survey control.
 EH1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1761.See file dsdata.txt to determine how the superseded data were derived.
 EH1761
 EH1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT025935(NAD 83)
 EH1761_MARKER: DD = SURVEY DISK
 EH1761_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1761_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1761_STAMPING: B M 8/9
 EH1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1761
 EH1761  HISTORY     - Date     Condition        Report By
 EH1761  HISTORY     - UNK      MONUMENTED       DOD
 EH1761  HISTORY     - 1940     GOOD             CGS
 EH1761  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1761
 EH1761                          STATION DESCRIPTION
 EH1761
 EH1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1761'1.2 MI E FROM ROB ROY.
 EH1761'1.2 MILES EAST ALONG A COUNTY ROAD LEADING TO LAKE DICK FROM ROB ROY,
 EH1761'JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A ROAD LEADING TO A TENANT
 EH1761'HOUSE, 0.3 MILE WEST ALONG THE LEVEE ROAD, 250 FEET NORTH OF CONCRETE
 EH1761'MILEPOST 8/9, AT THE EDGE OF A WOODS, 16.5 FEET SOUTHEAST OF A 30-INCH
 EH1761'ELM TREE WITH T B M 8/9 MARKED ON ITS ROOT, AND 8 FEET SOUTH OF A
 EH1761'FENCE.  A STANDARD DISK, STAMPED B M 8/9 AND RIVETED ON THE TOP OF A
 EH1761'3-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 EH1761
 EH1761                          STATION RECOVERY (2003)
 EH1761
 EH1761'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1760 ***********************************************************************
 EH1760  DESIGNATION -  8/9 REF
 EH1760  PID         -  EH1760
 EH1760  STATE/COUNTY-  AR/JEFFERSON
 EH1760  USGS QUAD   -  ROB ROY (1971)
 EH1760
 EH1760                         *CURRENT SURVEY CONTROL
 EH1760  ___________________________________________________________________
 EH1760* NAD 83(1986)-  34 16 36.     (N)    091 53 01.     (W)     SCALED    
 EH1760* NAVD 88     -        63.016  (meters)     206.75   (feet)  ADJUSTED  
 EH1760  ___________________________________________________________________
 EH1760  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1760  DYNAMIC HT  -          62.955 (meters)     206.54  (feet)  COMP
 EH1760  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 EH1760
 EH1760  VERT ORDER  -  SECOND    CLASS 0
 EH1760
 EH1760.The horizontal coordinates were scaled from a topographic map and have
 EH1760.an estimated accuracy of +/- 6 seconds.
 EH1760
 EH1760.The orthometric height was determined by differential leveling
 EH1760.and adjusted by the National Geodetic Survey in August 1993..
 EH1760
 EH1760.The geoid height was determined by GEOID03.
 EH1760
 EH1760.The dynamic height is computed by dividing the NAVD 88
 EH1760.geopotential number by the normal gravity value computed on the
 EH1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1760.degrees latitude (g = 980.6199 gals.).
 EH1760
 EH1760.The modeled gravity was interpolated from observed gravity values.
 EH1760
 EH1760;                    North         East    Units  Estimated Accuracy
 EH1760;SPC AR S     -   578,580.      410,720.      MT  (+/- 180 meters Scaled)
 EH1760
 EH1760                          SUPERSEDED SURVEY CONTROL
 EH1760
 EH1760  NAVD 88 (06/15/91)   63.018  (m)          206.75   (f) UNKNOWN     2 0
 EH1760  NGVD 29 (??/??/??)   63.049  (m)          206.85   (f) ADJUSTED    2 0
 EH1760
 EH1760.Superseded values are not recommended for survey control.
 EH1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1760.See file dsdata.txt to determine how the superseded data were derived.
 EH1760
 EH1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT027933(NAD 83)
 EH1760_MARKER: P = PIPE CAP
 EH1760_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1760_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1760_STAMPING: B M REF 8/9
 EH1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1760
 EH1760  HISTORY     - Date     Condition        Report By
 EH1760  HISTORY     - UNK      MONUMENTED       DOD
 EH1760  HISTORY     - 1940     GOOD             CGS
 EH1760
 EH1760                          STATION DESCRIPTION
 EH1760
 EH1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1760'1.2 MI E FROM ROB ROY.
 EH1760'1.2 MILES EAST ALONG A COUNTY ROAD LEADING TO LAKE DICK FROM ROB ROY,
 EH1760'JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A ROAD LEADING TO A TENANT
 EH1760'HOUSE, 0.2 MILE WEST ALONG THE LEVEE ROAD, 0.1 MILE EAST OF CONCRETE
 EH1760'MILEPOST 8/9, 35 FEET SOUTH OF THE SOUTHEAST CORNER OF AN UNPAINTED
 EH1760'TENANT HOUSE, 28 FEET NORTH OF THE CENTERLINE OF THE LEVEE, AND 21
 EH1760'FEET WEST OF THE CENTER OF THE NORTH SIDE OF THE LEVEE.  A STANDARD
 EH1760'CAP, STAMPED B M REF 8/9 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 EH1760'PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0028 ***********************************************************************
 FG0028  DESIGNATION -  9
 FG0028  PID         -  FG0028
 FG0028  STATE/COUNTY-  AR/VAN BUREN
 FG0028  USGS QUAD   -  SHIRLEY (1981)
 FG0028
 FG0028                         *CURRENT SURVEY CONTROL
 FG0028  ___________________________________________________________________
 FG0028* NAD 83(1986)-  35 39 05.     (N)    092 19 13.     (W)     SCALED    
 FG0028* NAVD 88     -       162.694  (meters)     533.77   (feet)  ADJUSTED  
 FG0028  ___________________________________________________________________
 FG0028  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FG0028  DYNAMIC HT  -         162.547 (meters)     533.29  (feet)  COMP
 FG0028  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FG0028
 FG0028  VERT ORDER  -  SECOND    CLASS 0
 FG0028
 FG0028.The horizontal coordinates were scaled from a topographic map and have
 FG0028.an estimated accuracy of +/- 6 seconds.
 FG0028
 FG0028.The orthometric height was determined by differential leveling
 FG0028.and adjusted by the National Geodetic Survey in June 1991..
 FG0028
 FG0028.The geoid height was determined by GEOID03.
 FG0028
 FG0028.The dynamic height is computed by dividing the NAVD 88
 FG0028.geopotential number by the normal gravity value computed on the
 FG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0028.degrees latitude (g = 980.6199 gals.).
 FG0028
 FG0028.The modeled gravity was interpolated from observed gravity values.
 FG0028
 FG0028;                    North         East    Units  Estimated Accuracy
 FG0028;SPC AR N     -   146,270.      371,000.      MT  (+/- 180 meters Scaled)
 FG0028
 FG0028                          SUPERSEDED SURVEY CONTROL
 FG0028
 FG0028.No superseded survey control is available for this station.
 FG0028
 FG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV615454(NAD 83)
 FG0028_MARKER: Z = SEE DESCRIPTION
 FG0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0028_SP_SET: ABUTMENT
 FG0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0028
 FG0028  HISTORY     - Date     Condition        Report By
 FG0028  HISTORY     - UNK      MONUMENTED       ARHD
 FG0028  HISTORY     - 1932     GOOD             NGS
 FG0028  HISTORY     - 1934     GOOD             NGS
 FG0028  HISTORY     - 20050105 MARK NOT FOUND   INDIV
 FG0028
 FG0028                          STATION DESCRIPTION
 FG0028
 FG0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0028'0.25 MI S FROM SHIRLEY.
 FG0028'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER
 FG0028'THE NORTH FORK RED RIVER.  NOTE-- THIS ABUTMENT IS LEANING TO THE
 FG0028'NORTH AND WILL NOT LAST MANY YEARS.  THE X MENTIONED IN THE
 FG0028'DESCRIPTION FURNISHED BY THE ARK. HIGHWAY DEPT. COULD NOT BE FOUND.
 FG0028
 FG0028                          STATION RECOVERY (1934)
 FG0028
 FG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG0028'RECOVERED IN GOOD CONDITION.
 FG0028
 FG0028                          STATION RECOVERY (2005)
 FG0028
 FG0028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DMR)
 FG0028'NEW BRIDGE BUILT IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2140 ***********************************************************************
 EH2140  DESIGNATION -  9 A
 EH2140  PID         -  EH2140
 EH2140  STATE/COUNTY-  AR/LONOKE
 EH2140  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2140
 EH2140                         *CURRENT SURVEY CONTROL
 EH2140  ___________________________________________________________________
 EH2140* NAD 83(1986)-  34 46 46.     (N)    091 47 49.     (W)     SCALED    
 EH2140* NAVD 88     -        69.636  (meters)     228.46   (feet)  ADJUSTED  
 EH2140  ___________________________________________________________________
 EH2140  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH2140  DYNAMIC HT  -          69.571 (meters)     228.25  (feet)  COMP
 EH2140  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 EH2140
 EH2140  VERT ORDER  -  FIRST     CLASS II
 EH2140
 EH2140.The horizontal coordinates were scaled from a topographic map and have
 EH2140.an estimated accuracy of +/- 6 seconds.
 EH2140
 EH2140.The orthometric height was determined by differential leveling
 EH2140.and adjusted by the National Geodetic Survey in June 1991..
 EH2140
 EH2140.The geoid height was determined by GEOID03.
 EH2140
 EH2140.The dynamic height is computed by dividing the NAVD 88
 EH2140.geopotential number by the normal gravity value computed on the
 EH2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2140.degrees latitude (g = 980.6199 gals.).
 EH2140
 EH2140.The modeled gravity was interpolated from observed gravity values.
 EH2140
 EH2140;                    North         East    Units  Estimated Accuracy
 EH2140;SPC AR S     -   634,360.      418,590.      MT  (+/- 180 meters Scaled)
 EH2140
 EH2140                          SUPERSEDED SURVEY CONTROL
 EH2140
 EH2140  NGVD 29 (??/??/??)   69.650  (m)          228.51   (f) ADJUSTED    1 2
 EH2140
 EH2140.Superseded values are not recommended for survey control.
 EH2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2140.See file dsdata.txt to determine how the superseded data were derived.
 EH2140
 EH2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU100492(NAD 83)
 EH2140_MARKER: Z = SEE DESCRIPTION
 EH2140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2140_SP_SET: WELL CASING
 EH2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2140
 EH2140  HISTORY     - Date     Condition        Report By
 EH2140  HISTORY     - UNK      MONUMENTED       USGS
 EH2140  HISTORY     - 1954     GOOD             CGS
 EH2140
 EH2140                          STATION DESCRIPTION
 EH2140
 EH2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2140'3.6 MI W FROM CARLISLE.
 EH2140'3.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2140'FROM THE STATION AT CARLISLE, THENCE 0.3 MILE SOUTHEAST ACROSS A
 EH2140'FIELD, 147 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 168 FEET
 EH2140'WEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 63 FEET WEST OF A 15 INCH
 EH2140'FORKED OAK TREE, 0.6 FOOT ABOVE THE GROUND, ON THE SOUTH SIDE OF A 16
 EH2140'INCH STEEL WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0322 ***********************************************************************
 FG0322  DESIGNATION -  9 B
 FG0322  PID         -  FG0322
 FG0322  STATE/COUNTY-  AR/CONWAY
 FG0322  USGS QUAD   -  MORRILTON WEST (1991)
 FG0322
 FG0322                         *CURRENT SURVEY CONTROL
 FG0322  ___________________________________________________________________
 FG0322* NAD 83(1997)-  35 13 24.08249(N)    092 49 18.30989(W)     ADJUSTED  
 FG0322* NAVD 88     -        98.663  (meters)     323.70   (feet)  ADJUSTED  
 FG0322  ___________________________________________________________________
 FG0322  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 FG0322  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FG0322  DYNAMIC HT  -          98.570 (meters)     323.39  (feet)  COMP
 FG0322  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FG0322
 FG0322  HORZ ORDER  -  SECOND
 FG0322  VERT ORDER  -  SECOND    CLASS 0
 FG0322
 FG0322.The horizontal coordinates were established by classical geodetic methods
 FG0322.and adjusted by the National Geodetic Survey in September 1999..
 FG0322
 FG0322.The orthometric height was determined by differential leveling
 FG0322.and adjusted by the National Geodetic Survey in June 1991..
 FG0322
 FG0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0322
 FG0322.The geoid height was determined by GEOID03.
 FG0322
 FG0322.The dynamic height is computed by dividing the NAVD 88
 FG0322.geopotential number by the normal gravity value computed on the
 FG0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0322.degrees latitude (g = 980.6199 gals.).
 FG0322
 FG0322.The modeled gravity was interpolated from observed gravity values.
 FG0322
 FG0322;                    North         East     Units Scale Factor Converg.
 FG0322;SPC AR N     -    99,052.563   325,192.297   MT  0.99995565   -0 28 41.4
 FG0322;SPC AR N     -   324,974.95  1,066,901.73   sFT  0.99995565   -0 28 41.4
 FG0322;UTM  15      - 3,897,827.433   516,221.043   MT  0.99960324   +0 06 10.1
 FG0322
 FG0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0322!SPC AR N     -   0.99998902  x   0.99995565  =   0.99994467
 FG0322!UTM  15      -   0.99998902  x   0.99960324  =   0.99959226
 FG0322
 FG0322:                Primary Azimuth Mark                     Grid Az
 FG0322:SPC AR N     -  9 B AZ MK                                024 22 12.9
 FG0322:UTM  15      -  9 B AZ MK                                023 47 21.4
 FG0322
 FG0322|---------------------------------------------------------------------|
 FG0322| PID    Reference Object                     Distance      Geod. Az  |
 FG0322|                                                           dddmmss.s |
 FG0322| FG0323 9 B AZ MK                                          0235331.5 |
 FG0322| FG1743 MORRILTON RADIO STA KVOM MAST       APPROX.12.3 KM 1292315.9 |
 FG0322| FG1754 9 C                                 380.923 METERS 27829     |
 FG0322|---------------------------------------------------------------------|
 FG0322
 FG0322                          SUPERSEDED SURVEY CONTROL
 FG0322
 FG0322  NAD 83(1986)-  35 13 24.09779(N)    092 49 18.30460(W) AD(       ) 2
 FG0322  NGVD 29 (??/??/92)   98.69   (m)          323.8    (f) COMPUTED    2 0
 FG0322
 FG0322.Superseded values are not recommended for survey control.
 FG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0322.See file dsdata.txt to determine how the superseded data were derived.
 FG0322
 FG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1622197827(NAD 83)
 FG0322_MARKER: DD = SURVEY DISK
 FG0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0322_STAMPING: 9 B
 FG0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0322+STABILITY: SURFACE MOTION
 FG0322
 FG0322  HISTORY     - Date     Condition        Report By
 FG0322  HISTORY     - UNK      MONUMENTED       USAF
 FG0322  HISTORY     - 1962     GOOD             NGS
 FG0322
 FG0322                          STATION DESCRIPTION
 FG0322
 FG0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0322'7.25 MI NW FROM MORRILTON.
 FG0322'6.0 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF U.S. HIGHWAY
 FG0322'64 AND STATE HIGHWAY 95 AT MORRILTON, THENCE 1.2 MILES NORTH ALONG A
 FG0322'GRAVEL ROAD, THENCE 0.05 MILE NORTHEAST ALONG TRACK ROAD, SET IN TOP
 FG0322'OF A CYLINDRICAL CONCRETE POST 18 INCHES IN DIAMETER AND ABOUT 5 FEET
 FG0322'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0323 ***********************************************************************
 FG0323  DESIGNATION -  9 B AZ MK
 FG0323  PID         -  FG0323
 FG0323  STATE/COUNTY-  AR/CONWAY
 FG0323  USGS QUAD   -  MORRILTON WEST (1991)
 FG0323
 FG0323                         *CURRENT SURVEY CONTROL
 FG0323  ___________________________________________________________________
 FG0323* NAD 83(1986)-  35 13 31.     (N)    092 49 09.     (W)     SCALED    
 FG0323* NAVD 88     -        95.910  (meters)     314.66   (feet)  ADJUSTED  
 FG0323  ___________________________________________________________________
 FG0323  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FG0323  DYNAMIC HT  -          95.820 (meters)     314.37  (feet)  COMP
 FG0323  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FG0323
 FG0323  VERT ORDER  -  SECOND    CLASS 0
 FG0323
 FG0323.The horizontal coordinates were scaled from a topographic map and have
 FG0323.an estimated accuracy of +/- 6 seconds.
 FG0323
 FG0323.The orthometric height was determined by differential leveling
 FG0323.and adjusted by the National Geodetic Survey in June 1991..
 FG0323
 FG0323.The geoid height was determined by GEOID03.
 FG0323
 FG0323.The dynamic height is computed by dividing the NAVD 88
 FG0323.geopotential number by the normal gravity value computed on the
 FG0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0323.degrees latitude (g = 980.6199 gals.).
 FG0323
 FG0323.The modeled gravity was interpolated from observed gravity values.
 FG0323
 FG0323;                    North         East    Units  Estimated Accuracy
 FG0323;SPC AR N     -    99,260.      325,430.      MT  (+/- 180 meters Scaled)
 FG0323
 FG0323                          SUPERSEDED SURVEY CONTROL
 FG0323
 FG0323  NGVD 29 (??/??/92)   95.94   (m)          314.8    (f) COMPUTED    2 0
 FG0323
 FG0323.Superseded values are not recommended for survey control.
 FG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0323.See file dsdata.txt to determine how the superseded data were derived.
 FG0323
 FG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU164980(NAD 83)
 FG0323_MARKER: DZ = AZIMUTH MARK DISK
 FG0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0323_STAMPING: 9 B 1962
 FG0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0323+STABILITY: SURFACE MOTION
 FG0323
 FG0323  HISTORY     - Date     Condition        Report By
 FG0323  HISTORY     - 1962     MONUMENTED       CGS
 FG0323
 FG0323                          STATION DESCRIPTION
 FG0323
 FG0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0323'7.3 MI NW FROM MORRILTON.
 FG0323'6.0 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF U.S. HIGHWAY
 FG0323'64 AND STATE HIGHWAY 95 AT MORRILTON, THENCE 1.0 MILE NORTH ALONG A
 FG0323'GRAVEL ROAD, THENCE 0.2 MILE NORTHEAST ALONG A BLACKTOP ROAD, THENCE
 FG0323'0.1 MILE EAST ALONG A TRACK ROAD, 2.5 FEET SOUTHEAST OF A FENCE
 FG0323'CORNER, 2.2 FEET SOUTH OF A METAL WITNESS POST, SET IN TOP OF A SQUARE
 FG0323'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1598 ***********************************************************************
 EH1598  DESIGNATION -  900 A
 EH1598  PID         -  EH1598
 EH1598  STATE/COUNTY-  AR/LINCOLN
 EH1598  USGS QUAD   -  CADES (1975)
 EH1598
 EH1598                         *CURRENT SURVEY CONTROL
 EH1598  ___________________________________________________________________
 EH1598* NAD 83(1986)-  34 03 45.     (N)    091 34 36.     (W)     SCALED    
 EH1598* NAVD 88     -        55.109  (meters)     180.80   (feet)  ADJUSTED  
 EH1598  ___________________________________________________________________
 EH1598  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1598  DYNAMIC HT  -          55.055 (meters)     180.63  (feet)  COMP
 EH1598  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 EH1598
 EH1598  VERT ORDER  -  FIRST     CLASS II
 EH1598
 EH1598.The horizontal coordinates were scaled from a topographic map and have
 EH1598.an estimated accuracy of +/- 6 seconds.
 EH1598
 EH1598.The orthometric height was determined by differential leveling
 EH1598.and adjusted by the National Geodetic Survey in August 1993..
 EH1598
 EH1598.The geoid height was determined by GEOID03.
 EH1598
 EH1598.The dynamic height is computed by dividing the NAVD 88
 EH1598.geopotential number by the normal gravity value computed on the
 EH1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1598.degrees latitude (g = 980.6199 gals.).
 EH1598
 EH1598.The modeled gravity was interpolated from observed gravity values.
 EH1598
 EH1598;                    North         East    Units  Estimated Accuracy
 EH1598;SPC AR S     -   554,900.      439,080.      MT  (+/- 180 meters Scaled)
 EH1598
 EH1598                          SUPERSEDED SURVEY CONTROL
 EH1598
 EH1598  NAVD 88 (06/15/91)   55.124  (m)          180.85   (f) UNKNOWN     1 2
 EH1598  NGVD 29 (??/??/??)   55.187  (m)          181.06   (f) ADJUSTED    1 2
 EH1598
 EH1598.Superseded values are not recommended for survey control.
 EH1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1598.See file dsdata.txt to determine how the superseded data were derived.
 EH1598
 EH1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT313700(NAD 83)
 EH1598_MARKER: P = PIPE CAP
 EH1598_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1598_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1598_STAMPING: 900 A
 EH1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1598
 EH1598  HISTORY     - Date     Condition        Report By
 EH1598  HISTORY     - UNK      MONUMENTED       DOD
 EH1598  HISTORY     - 1954     GOOD             CGS
 EH1598  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1598
 EH1598                          STATION DESCRIPTION
 EH1598
 EH1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1598'3.6 MI NE FROM VARNER.
 EH1598'3.5 MILES NORTHEAST ALONG THE ARKANSAS STATE PRISON FARM ROAD FROM THE
 EH1598'MISSOURI PACIFIC RAILROAD STATION SIGN AT VARNER, THENCE 0.1 MILE EAST
 EH1598'ALONG A DIRT ROAD, 120 FEET EAST OF THE NORTHEAST CORNER OF THE CAMP 7
 EH1598'SLEEPING QUARTERS, 15 FEET SOUTH OF THE SOUTH SIDE OF A GUARD HOUSE,
 EH1598'19 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 3 FEET WEST OF A
 EH1598'WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.5
 EH1598'FEET ABOVE THE GROUND.
 EH1598
 EH1598                          STATION RECOVERY (1984)
 EH1598
 EH1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3718 ***********************************************************************
 DH3718  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3718  DESIGNATION -  9000N09
 DH3718  PID         -  DH3718
 DH3718  STATE/COUNTY-  AR/MISSISSIPPI
 DH3718  USGS QUAD   -  NODENA (1983)
 DH3718
 DH3718                         *CURRENT SURVEY CONTROL
 DH3718  ___________________________________________________________________
 DH3718* NAD 83(1997)-  35 37 29.52082(N)    089 59 29.34469(W)     ADJUSTED  
 DH3718* NAVD 88     -        71.81   (meters)     235.6    (feet)  GPS OBS   
 DH3718  ___________________________________________________________________
 DH3718  X           -         771.402 (meters)                     COMP
 DH3718  Y           -  -5,190,389.670 (meters)                     COMP
 DH3718  Z           -   3,694,463.777 (meters)                     COMP
 DH3718  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DH3718  ELLIP HEIGHT-          44.19  (meters)          (05/31/05) GPS OBS
 DH3718  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DH3718
 DH3718  HORZ ORDER  -  FIRST
 DH3718  ELLP ORDER  -  FOURTH    CLASS II
 DH3718
 DH3718.The horizontal coordinates were established by GPS observations
 DH3718.and adjusted by the National Geodetic Survey in May 2005..
 DH3718
 DH3718.The orthometric height was determined by GPS observations and a
 DH3718.high-resolution geoid model using precise GPS observation and
 DH3718.processing techniques.
 DH3718
 DH3718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3718
 DH3718.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3718
 DH3718.The ellipsoidal height was determined by GPS observations
 DH3718.and is referenced to NAD 83.
 DH3718
 DH3718.The geoid height was determined by GEOID03.
 DH3718
 DH3718;                    North         East     Units Scale Factor Converg.
 DH3718;SPC AR N     -   145,140.324   581,924.695   MT  0.99993619   +1 10 07.5
 DH3718;SPC AR N     -   476,181.21  1,909,197.94   sFT  0.99993619   +1 10 07.5
 DH3718;UTM  16      - 3,946,463.882   229,073.611   MT  1.00050462   -1 44 36.7
 DH3718;UTM  15      - 3,946,510.980   772,469.250   MT  1.00051495   +1 45 12.5
 DH3718
 DH3718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3718!SPC AR N     -   0.99999306  x   0.99993619  =   0.99992925
 DH3718!UTM  16      -   0.99999306  x   1.00050462  =   1.00049768
 DH3718!UTM  15      -   0.99999306  x   1.00051495  =   1.00050801
 DH3718
 DH3718                          SUPERSEDED SURVEY CONTROL
 DH3718
 DH3718.No superseded survey control is available for this station.
 DH3718
 DH3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2907446464(NAD 83)
 DH3718_MARKER: DD = SURVEY DISK
 DH3718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3718_STAMPING: 9000N09 2003
 DH3718_MARK LOGO: USACE 
 DH3718_PROJECTION: RECESSED 12 CENTIMETERS
 DH3718_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3718+STABILITY: SURFACE MOTION
 DH3718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3718+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DH3718
 DH3718  HISTORY     - Date     Condition        Report By
 DH3718  HISTORY     - 20030506 MONUMENTED       USACE
 DH3718  HISTORY     - 20030721 GOOD             EMCINC
 DH3718  HISTORY     - 20060927 GOOD             JCLS
 DH3718
 DH3718                          STATION DESCRIPTION
 DH3718
 DH3718'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3718'TO REACH MARK FROM THE JUNCTION OF HIGHWAY 14 AND U.S. HIGHWAY 61 IN
 DH3718'WILSON, ARKANSAS,  PROCEED NORTH ALONG HIGHWAY 61 FOR 5.2 MILES TO ITS
 DH3718'JUNCTION WITH MISSISSIPPI COUNTY  ROAD E860 ON THE RIGHT. TURN RIGHT
 DH3718'ON COUNTY ROAD E860 AND PROCEED 0.05 MILES TO THE  MARK ON THE LEFT.
 DH3718'MARK IS LOCATED 22.5 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD E860,
 DH3718'48.5 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 96.2 FEET SOUTH,
 DH3718'SOUTHWEST OF THE  SOUTHWEST CORNER OF A LARGE QUANSETT HUT, 75.0 FEET
 DH3718'NORTH, NORTHEAST OF A TELEPHONE  JUNCTION BOX 105 AND 1.0 FEET EAST OF
 DH3718'A CARSONITE WITNESS POST. A MEMPHIS CORPS OF  ENGINEERS ALUMINUM
 DH3718'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN  ACCESS
 DH3718'COVER. DISK AND ACCESS COVER STAMPED 9000N09 2003. DISK IS RECESSED 12
 DH3718'CENTIMETERS UNDER ACCESS COVER.
 DH3718
 DH3718                          STATION RECOVERY (2006)
 DH3718
 DH3718'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DH3718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3719 ***********************************************************************
 DH3719  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3719  DESIGNATION -  9000N12
 DH3719  PID         -  DH3719
 DH3719  STATE/COUNTY-  AR/MISSISSIPPI
 DH3719  USGS QUAD   -  LUXORA (1972)
 DH3719
 DH3719                         *CURRENT SURVEY CONTROL
 DH3719  ___________________________________________________________________
 DH3719* NAD 83(1997)-  35 48 50.62869(N)    089 59 56.36853(W)     ADJUSTED  
 DH3719* NAVD 88     -        70.95   (meters)     232.8    (feet)  GPS OBS   
 DH3719  ___________________________________________________________________
 DH3719  X           -          91.166 (meters)                     COMP
 DH3719  Y           -  -5,178,133.232 (meters)                     COMP
 DH3719  Z           -   3,711,506.421 (meters)                     COMP
 DH3719  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DH3719  ELLIP HEIGHT-          43.11  (meters)          (05/31/05) GPS OBS
 DH3719  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DH3719
 DH3719  HORZ ORDER  -  FIRST
 DH3719  ELLP ORDER  -  FOURTH    CLASS II
 DH3719
 DH3719.The horizontal coordinates were established by GPS observations
 DH3719.and adjusted by the National Geodetic Survey in May 2005..
 DH3719
 DH3719.The orthometric height was determined by GPS observations and a
 DH3719.high-resolution geoid model using precise GPS observation and
 DH3719.processing techniques.
 DH3719
 DH3719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3719
 DH3719.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3719
 DH3719.The ellipsoidal height was determined by GPS observations
 DH3719.and is referenced to NAD 83.
 DH3719
 DH3719.The geoid height was determined by GEOID03.
 DH3719
 DH3719;                    North         East     Units Scale Factor Converg.
 DH3719;SPC AR N     -   166,112.956   580,818.310   MT  0.99994395   +1 09 51.8
 DH3719;SPC AR N     -   544,988.92  1,905,568.07   sFT  0.99994395   +1 09 51.8
 DH3719;UTM  16      - 3,967,477.521   229,035.666   MT  1.00050483   -1 45 21.4
 DH3719;UTM  15      - 3,967,483.113   771,146.671   MT  1.00050605   +1 45 25.7
 DH3719
 DH3719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3719!SPC AR N     -   0.99999323  x   0.99994395  =   0.99993718
 DH3719!UTM  16      -   0.99999323  x   1.00050483  =   1.00049806
 DH3719!UTM  15      -   0.99999323  x   1.00050605  =   1.00049928
 DH3719
 DH3719                          SUPERSEDED SURVEY CONTROL
 DH3719
 DH3719.No superseded survey control is available for this station.
 DH3719
 DH3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2903667478(NAD 83)
 DH3719_MARKER: DD = SURVEY DISK
 DH3719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3719_STAMPING: 9000N12 2003
 DH3719_MARK LOGO: USACE 
 DH3719_PROJECTION: RECESSED 7 CENTIMETERS
 DH3719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3719+STABILITY: SURFACE MOTION
 DH3719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3719+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 DH3719
 DH3719  HISTORY     - Date     Condition        Report By
 DH3719  HISTORY     - 20030506 MONUMENTED       USACE
 DH3719  HISTORY     - 20030717 GOOD             EMCINC
 DH3719
 DH3719                          STATION DESCRIPTION
 DH3719
 DH3719'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3719'TO REACH MARK FROM THE CENTER OF HIGHWAY 148 OVERPASS OVER INTERSTATE
 DH3719'55 (EXIT 57) 1.5  MILES WEST OF BURDETTE, ARKANSAS, PROCEED WEST ALONG
 DH3719'HIGHWAY 148 FOR 1.5 MILES TO ITS  JUNCTION WITH MISSISSIPPI COUNTY
 DH3719'ROAD N535 TO THE RIGHT AND A FIELD ENTRANCE AND THE  MARK ON THE LEFT.
 DH3719'MARK IS LOCATED 39.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 148, 33.5
 DH3719'FEET EAST OF THE CENTERLINE OF A FIELD ENTRY, 8.6 FEET EAST OF A POWER
 DH3719'POLE WITH STREET  LIGHT NO. 450L1, 18.6 FEET NORTHEAST OF GUYWIRE OF
 DH3719'POLE AND 1.0 FEET NORTH OF A CARSONITE  WITNESS POST. A MEMPHIS CORPS
 DH3719'OF ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO A  7-FOOT ALUMINUM
 DH3719'ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER STAMPED 9000N12 2003.
 DH3719'DISK IS RECESSED 7 CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3720 ***********************************************************************
 DH3720  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3720  DESIGNATION -  9000N13
 DH3720  PID         -  DH3720
 DH3720  STATE/COUNTY-  AR/MISSISSIPPI
 DH3720  USGS QUAD   -  LUXORA (1972)
 DH3720
 DH3720                         *CURRENT SURVEY CONTROL
 DH3720  ___________________________________________________________________
 DH3720* NAD 83(1997)-  35 52 25.31880(N)    089 59 59.52522(W)     ADJUSTED  
 DH3720* NAVD 88     -        72.81   (meters)     238.9    (feet)  GPS OBS   
 DH3720  ___________________________________________________________________
 DH3720  X           -          11.910 (meters)                     COMP
 DH3720  Y           -  -5,174,259.838 (meters)                     COMP
 DH3720  Z           -   3,716,871.309 (meters)                     COMP
 DH3720  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DH3720  ELLIP HEIGHT-          44.84  (meters)          (05/31/05) GPS OBS
 DH3720  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DH3720
 DH3720  HORZ ORDER  -  FIRST
 DH3720  ELLP ORDER  -  FOURTH    CLASS II
 DH3720
 DH3720.The horizontal coordinates were established by GPS observations
 DH3720.and adjusted by the National Geodetic Survey in May 2005..
 DH3720
 DH3720.The orthometric height was determined by GPS observations and a
 DH3720.high-resolution geoid model using precise GPS observation and
 DH3720.processing techniques.
 DH3720
 DH3720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3720
 DH3720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3720
 DH3720.The ellipsoidal height was determined by GPS observations
 DH3720.and is referenced to NAD 83.
 DH3720
 DH3720.The geoid height was determined by GEOID03.
 DH3720
 DH3720;                    North         East     Units Scale Factor Converg.
 DH3720;SPC AR N     -   172,726.619   580,604.687   MT  0.99994866   +1 09 49.9
 DH3720;SPC AR N     -   566,687.25  1,904,867.21   sFT  0.99994866   +1 09 49.9
 DH3720;UTM  16      - 3,974,097.169   229,159.485   MT  1.00050399   -1 45 32.4
 DH3720;UTM  15      - 3,974,097.901   770,864.336   MT  1.00050415   +1 45 32.9
 DH3720
 DH3720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3720!SPC AR N     -   0.99999296  x   0.99994866  =   0.99994162
 DH3720!UTM  16      -   0.99999296  x   1.00050399  =   1.00049695
 DH3720!UTM  15      -   0.99999296  x   1.00050415  =   1.00049711
 DH3720
 DH3720                          SUPERSEDED SURVEY CONTROL
 DH3720
 DH3720.No superseded survey control is available for this station.
 DH3720
 DH3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2915974097(NAD 83)
 DH3720_MARKER: DD = SURVEY DISK
 DH3720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3720_STAMPING: 9000N13 2003
 DH3720_MARK LOGO: USACE 
 DH3720_PROJECTION: RECESSED 12 CENTIMETERS
 DH3720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3720+STABILITY: SURFACE MOTION
 DH3720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3720+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 DH3720
 DH3720  HISTORY     - Date     Condition        Report By
 DH3720  HISTORY     - 20030506 MONUMENTED       USACE
 DH3720  HISTORY     - 20030717 GOOD             EMCINC
 DH3720
 DH3720                          STATION DESCRIPTION
 DH3720
 DH3720'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3720'TO REACH THE MARK FROM THE JUNCTION OF HIGHWAY 18 AND HIGHWAY 181 IN
 DH3720'DELL, ARKANSAS,  PROCEED NORTHEAST ALONG HIGHWAY 18 FOR 2.85 MILES TO
 DH3720'ITS JUNCTION WITH HIGHWAY 312 ON  THE RIGHT. TURN RIGHT AND PROCEED
 DH3720'SOUTH ALONG HIGHWAY 312 FOR 0.3 MILES TO ITS  Y-INTERSECTION WITH
 DH3720'MISSISSIPPI COUNTY ROAD N535 AND THE MARK. MARK IS LOCATED 35.1 FEET
 DH3720'EAST OF COUNTY ROAD N535, 49.0 FEET SOUTHWEST OF THE CENTERLINE OF
 DH3720'HIGHWAY 312, 6.4 FEET  NORTH OF A POWER POLE AND CARSONITE WITNESS
 DH3720'POST AND 8.0 FEET NORTHEAST OF TWO  GUYWIRES FOR POLE. A MEMPHIS CORPS
 DH3720'OF ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO  A 7-FOOT ALUMINUM
 DH3720'ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER STAMPED 9000N13
 DH3720'2003. DISK IS RECESSED 12 CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3721 ***********************************************************************
 DH3721  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3721  DESIGNATION -  9000N14
 DH3721  PID         -  DH3721
 DH3721  STATE/COUNTY-  AR/MISSISSIPPI
 DH3721  USGS QUAD   -  HALF MOON (1983)
 DH3721
 DH3721                         *CURRENT SURVEY CONTROL
 DH3721  ___________________________________________________________________
 DH3721* NAD 83(1997)-  35 56 14.87565(N)    090 01 06.36758(W)     ADJUSTED  
 DH3721* NAVD 88     -        73.29   (meters)     240.5    (feet)  GPS OBS   
 DH3721  ___________________________________________________________________
 DH3721  X           -      -1,663.530 (meters)                     COMP
 DH3721  Y           -  -5,170,110.512 (meters)                     COMP
 DH3721  Z           -   3,722,602.414 (meters)                     COMP
 DH3721  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DH3721  ELLIP HEIGHT-          45.18  (meters)          (05/31/05) GPS OBS
 DH3721  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DH3721
 DH3721  HORZ ORDER  -  FIRST
 DH3721  ELLP ORDER  -  FOURTH    CLASS II
 DH3721
 DH3721.The horizontal coordinates were established by GPS observations
 DH3721.and adjusted by the National Geodetic Survey in May 2005..
 DH3721
 DH3721.The orthometric height was determined by GPS observations and a
 DH3721.high-resolution geoid model using precise GPS observation and
 DH3721.processing techniques.
 DH3721
 DH3721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3721
 DH3721.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3721
 DH3721.The ellipsoidal height was determined by GPS observations
 DH3721.and is referenced to NAD 83.
 DH3721
 DH3721.The geoid height was determined by GEOID03.
 DH3721
 DH3721;                    North         East     Units Scale Factor Converg.
 DH3721;SPC AR N     -   179,766.223   578,785.980   MT  0.99995488   +1 09 11.1
 DH3721;SPC AR N     -   589,783.02  1,898,900.34   sFT  0.99995488   +1 09 11.1
 DH3721;UTM  15      - 3,981,122.021   768,971.398   MT  1.00049154   +1 45 03.4
 DH3721;UTM  16      - 3,981,224.359   227,701.466   MT  1.00051374   -1 46 21.4
 DH3721
 DH3721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3721!SPC AR N     -   0.99999291  x   0.99995488  =   0.99994779
 DH3721!UTM  15      -   0.99999291  x   1.00049154  =   1.00048445
 DH3721!UTM  16      -   0.99999291  x   1.00051374  =   1.00050665
 DH3721
 DH3721                          SUPERSEDED SURVEY CONTROL
 DH3721
 DH3721.No superseded survey control is available for this station.
 DH3721
 DH3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6897181122(NAD 83)
 DH3721_MARKER: DD = SURVEY DISK
 DH3721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3721_STAMPING: 9000N14 2003
 DH3721_MARK LOGO: USACE 
 DH3721_PROJECTION: RECESSED 4 CENTIMETERS
 DH3721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3721+STABILITY: SURFACE MOTION
 DH3721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3721+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 DH3721
 DH3721  HISTORY     - Date     Condition        Report By
 DH3721  HISTORY     - 20030506 MONUMENTED       USACE
 DH3721  HISTORY     - 20030716 GOOD             EMCINC
 DH3721
 DH3721                          STATION DESCRIPTION
 DH3721
 DH3721'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3721'TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 18 AND HIGHWAY 151
 DH3721'ON THE WEST  EDGE OF BLYTHEVILLE, ARKANSAS, PROCEED NORTHWEST ALONG
 DH3721'HIGHWAY 151 FOR 2.8 MILES TO  ITS JUNCTION WITH LAKE ROAD ON THE LEFT
 DH3721'IN THE TOWN OF GOSNELL, ARKANSAS. TURN LEFT AND  PROCEED WEST ALONG
 DH3721'LAKE ROAD (WHICH CHANGES TO MISSISSIPPI COUNTY ROAD E122) FOR 3.0
 DH3721'MILES TO ITS INTERSECTION WITH MISSISSIPPI COUNTY ROAD N503 ON THE
 DH3721'LEFT. TURN LEFT AND  PROCEED SOUTH ALONG MISSISSIPPI COUNTY ROAD N503
 DH3721'FOR 1.0 MILES TO ITS JUNCTION WITH A  GRAVEL ROAD AND THE MARK ON THE
 DH3721'RIGHT. MARK IS LOCATED 25.4 FEET WEST OF THE CENTERLINE  OF COUNTY
 DH3721'ROAD N503, 55.0 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD TO WEST,
 DH3721'52.4 FEET  WEST OF THE CENTERLINE OF FIELD ENTRY AND 1.5 FEET EAST OF
 DH3721'A CARSONITE WITNESS POST. A  MEMPHIS CORPS OF ENGINEERS ALUMINUM
 DH3721'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM  ROD UNDER AN ACCESS
 DH3721'COVER. DISK AND ACCESS COVER STAMPED 9000N14 2003. DISK IS RECESSED  4
 DH3721'CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1759 ***********************************************************************
 EH1759  DESIGNATION -  9/10 REF
 EH1759  PID         -  EH1759
 EH1759  STATE/COUNTY-  AR/JEFFERSON
 EH1759  USGS QUAD   -  ALTHEIMER (1971)
 EH1759
 EH1759                         *CURRENT SURVEY CONTROL
 EH1759  ___________________________________________________________________
 EH1759* NAD 83(1986)-  34 16 16.     (N)    091 52 09.     (W)     SCALED    
 EH1759* NAVD 88     -        62.772  (meters)     205.94   (feet)  ADJUSTED  
 EH1759  ___________________________________________________________________
 EH1759  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1759  DYNAMIC HT  -          62.711 (meters)     205.74  (feet)  COMP
 EH1759  MODELED GRAV-     979,667.9   (mgal)                       NAVD 88
 EH1759
 EH1759  VERT ORDER  -  SECOND    CLASS 0
 EH1759
 EH1759.The horizontal coordinates were scaled from a topographic map and have
 EH1759.an estimated accuracy of +/- 6 seconds.
 EH1759
 EH1759.The orthometric height was determined by differential leveling
 EH1759.and adjusted by the National Geodetic Survey in August 1993..
 EH1759
 EH1759.The geoid height was determined by GEOID03.
 EH1759
 EH1759.The dynamic height is computed by dividing the NAVD 88
 EH1759.geopotential number by the normal gravity value computed on the
 EH1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1759.degrees latitude (g = 980.6199 gals.).
 EH1759
 EH1759.The modeled gravity was interpolated from observed gravity values.
 EH1759
 EH1759;                    North         East    Units  Estimated Accuracy
 EH1759;SPC AR S     -   577,960.      412,050.      MT  (+/- 180 meters Scaled)
 EH1759
 EH1759                          SUPERSEDED SURVEY CONTROL
 EH1759
 EH1759  NAVD 88 (06/15/91)   62.775  (m)          205.95   (f) UNKNOWN     2 0
 EH1759  NGVD 29 (??/??/??)   62.806  (m)          206.06   (f) ADJUSTED    2 0
 EH1759
 EH1759.Superseded values are not recommended for survey control.
 EH1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1759.See file dsdata.txt to determine how the superseded data were derived.
 EH1759
 EH1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT041927(NAD 83)
 EH1759_MARKER: P = PIPE CAP
 EH1759_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1759_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1759_STAMPING: B M REF 9/10
 EH1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1759
 EH1759  HISTORY     - Date     Condition        Report By
 EH1759  HISTORY     - UNK      MONUMENTED       DOD
 EH1759  HISTORY     - 1940     GOOD             CGS
 EH1759  HISTORY     - 20030618 MARK NOT FOUND   USACE
 EH1759
 EH1759                          STATION DESCRIPTION
 EH1759
 EH1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1759'2.0 MI NE FROM ROB ROY.
 EH1759'2.0 MILES NORTHEAST ALONG A COUNTY ROAD FROM ROB ROY, JEFFERSON
 EH1759'COUNTY, 295 YARDS NORTHEAST OF CONCRETE MILEPOST 9/10, 65 YARDS NORTH
 EH1759'OF THE CENTERLINE OF THE ROAD, 41 FEET WEST OF THE NORTHWEST CORNER OF
 EH1759'A TENANT HOUSE, 28 FEET NORTHWEST OF A PUMP, AND 8 FEET NORTH OF A
 EH1759'4-FOOT SYCAMORE TREE.  A STANDARD CAP, STAMPED B M REF 9/10 AND
 EH1759'RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE
 EH1759'GROUND.
 EH1759
 EH1759                          STATION RECOVERY (2003)
 EH1759
 EH1759'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0911 ***********************************************************************
 FG0911  DESIGNATION -  924.2
 FG0911  PID         -  FG0911
 FG0911  STATE/COUNTY-  AR/NEWTON
 FG0911  USGS QUAD   -  SWAIN (1978)
 FG0911
 FG0911                         *CURRENT SURVEY CONTROL
 FG0911  ___________________________________________________________________
 FG0911* NAD 83(1986)-  35 46 57.     (N)    093 16 21.     (W)     SCALED    
 FG0911* NAVD 88     -       281.620  (meters)     923.95   (feet)  ADJUSTED  
 FG0911  ___________________________________________________________________
 FG0911  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG0911  DYNAMIC HT  -         281.355 (meters)     923.08  (feet)  COMP
 FG0911  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 FG0911
 FG0911  VERT ORDER  -  SECOND    CLASS 0
 FG0911
 FG0911.The horizontal coordinates were scaled from a topographic map and have
 FG0911.an estimated accuracy of +/- 6 seconds.
 FG0911
 FG0911.The orthometric height was determined by differential leveling
 FG0911.and adjusted by the National Geodetic Survey in June 1991..
 FG0911
 FG0911.The geoid height was determined by GEOID03.
 FG0911
 FG0911.The dynamic height is computed by dividing the NAVD 88
 FG0911.geopotential number by the normal gravity value computed on the
 FG0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0911.degrees latitude (g = 980.6199 gals.).
 FG0911
 FG0911.The modeled gravity was interpolated from observed gravity values.
 FG0911
 FG0911;                    North         East    Units  Estimated Accuracy
 FG0911;SPC AR N     -   161,520.      284,960.      MT  (+/- 180 meters Scaled)
 FG0911
 FG0911                          SUPERSEDED SURVEY CONTROL
 FG0911
 FG0911  NGVD 29 (??/??/92)  281.544  (m)          923.70   (f) ADJ UNCH    2 0
 FG0911
 FG0911.Superseded values are not recommended for survey control.
 FG0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0911.See file dsdata.txt to determine how the superseded data were derived.
 FG0911
 FG0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV753598(NAD 83)
 FG0911_MARKER: R = RIVET
 FG0911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0911_SP_SET: ELM TREEE
 FG0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0911
 FG0911  HISTORY     - Date     Condition        Report By
 FG0911  HISTORY     - UNK      MONUMENTED       USGS
 FG0911  HISTORY     - 1935     GOOD             NGS
 FG0911
 FG0911                          STATION DESCRIPTION
 FG0911
 FG0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0911'0.7 MI NE FROM LIMESTONE.
 FG0911'0.7 MI. NORTHEAST OF ALONG MOUNTAIN ROAD FROM STATE HIGHWAY NO. 16 TO
 FG0911'ROSETTA ROAD THROUGH LIMESTONE, ARKANSAS FROM THE V. G. HAM RESIDENCE.
 FG0911'75 FEET NORTHEAST OF NORTHEAST CORNER OF BARN.  12 FEET SOUTHWEST OF
 FG0911'CENTER LINE OF MOUNTAIN ROAD.  6 INCHES ABOVE SURFACE OF GROUND.  IN
 FG0911'NITCHE IN BASE OF 24 INCH ELM.  FLUSH WITH SURFACE OF MOUNTAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0169 ***********************************************************************
 EK0169  DESIGNATION -  952
 EK0169  PID         -  EK0169
 EK0169  STATE/COUNTY-  AR/POLK
 EK0169  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0169
 EK0169                         *CURRENT SURVEY CONTROL
 EK0169  ___________________________________________________________________
 EK0169* NAD 83(1986)-  34 26 56.     (N)    094 12 38.     (W)     SCALED    
 EK0169* NAVD 88     -       291.010  (meters)     954.76   (feet)  ADJUSTED  
 EK0169  ___________________________________________________________________
 EK0169  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EK0169  DYNAMIC HT  -         290.699 (meters)     953.74  (feet)  COMP
 EK0169  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 EK0169
 EK0169  VERT ORDER  -  SECOND    CLASS 0
 EK0169
 EK0169.The horizontal coordinates were scaled from a topographic map and have
 EK0169.an estimated accuracy of +/- 6 seconds.
 EK0169
 EK0169.The orthometric height was determined by differential leveling
 EK0169.and adjusted by the National Geodetic Survey in June 1991..
 EK0169
 EK0169.The geoid height was determined by GEOID03.
 EK0169
 EK0169.The dynamic height is computed by dividing the NAVD 88
 EK0169.geopotential number by the normal gravity value computed on the
 EK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0169.degrees latitude (g = 980.6199 gals.).
 EK0169
 EK0169.The modeled gravity was interpolated from observed gravity values.
 EK0169
 EK0169;                    North         East    Units  Estimated Accuracy
 EK0169;SPC AR S     -   599,870.      196,890.      MT  (+/- 180 meters Scaled)
 EK0169
 EK0169                          SUPERSEDED SURVEY CONTROL
 EK0169
 EK0169  NGVD 29 (??/??/92)  290.93   (m)          954.5    (f) COMPUTED    2 0
 EK0169
 EK0169.Superseded values are not recommended for survey control.
 EK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0169.See file dsdata.txt to determine how the superseded data were derived.
 EK0169
 EK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU887125(NAD 83)
 EK0169_MARKER: DD = SURVEY DISK
 EK0169_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0169_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0169_STAMPING: 952
 EK0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0169
 EK0169  HISTORY     - Date     Condition        Report By
 EK0169  HISTORY     - UNK      MONUMENTED       USGS
 EK0169  HISTORY     - 1935     GOOD             NGS
 EK0169  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0169
 EK0169                          STATION DESCRIPTION
 EK0169
 EK0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0169'10.8 MI S FROM DALLAS.
 EK0169'10.8 MIS. SOUTH OF, ALONG BRUSHY CREEK.  VICINITY OF BAKER
 EK0169'SPRINGS.  ABOUT 1/2 MILE NORTH OF JUNCTION OF COSSATOT ROAD
 EK0169'WITH CRUSHY CREEK, 130 FEET EAST OF FORD OVER BRUSHY CREEK, AT
 EK0169'SOUTH END OF SMALL FENCE FIELD, 4 FEET EAST OF EAST END OF GATE,
 EK0169'25 FEET NORTHEAST OF ROAD CENTER-LINE.  MARK WAS MOVED 80 FEET
 EK0169'EAST AND ABOUT 1/3 METER HIGHER OF FORMER LOCATION IN STREAM
 EK0169'BED.  THE MARK WAS STAMPED 952 AND THE 2 WAS ERADICATED BY THIS
 EK0169'PARTY.
 EK0169
 EK0169                          STATION RECOVERY (1961)
 EK0169
 EK0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0195 ***********************************************************************
 FF0195  DESIGNATION -  A 1
 FF0195  PID         -  FF0195
 FF0195  STATE/COUNTY-  AR/ST FRANCIS
 FF0195  USGS QUAD   -  CHATFIELD (1992)
 FF0195
 FF0195                         *CURRENT SURVEY CONTROL
 FF0195  ___________________________________________________________________
 FF0195* NAD 83(1986)-  35 04 50.     (N)    090 28 01.     (W)     SCALED    
 FF0195* NAVD 88     -        60.700  (meters)     199.15   (feet)  POSTED    
 FF0195  ___________________________________________________________________
 FF0195  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF0195  DYNAMIC HT  -          60.640 (meters)     198.95  (feet)  COMP
 FF0195  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 FF0195
 FF0195  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0195
 FF0195.The horizontal coordinates were scaled from a topographic map and have
 FF0195.an estimated accuracy of +/- 6 seconds.
 FF0195
 FF0195.The orthometric height was determined by differential leveling
 FF0195.and adjusted by the National Geodetic Survey in 1992..
 FF0195.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0195.rate of 1.1 thru 2.0 mm/km.
 FF0195
 FF0195.The geoid height was determined by GEOID03.
 FF0195
 FF0195.The dynamic height is computed by dividing the NAVD 88
 FF0195.geopotential number by the normal gravity value computed on the
 FF0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0195.degrees latitude (g = 980.6199 gals.).
 FF0195
 FF0195.The modeled gravity was interpolated from observed gravity values.
 FF0195
 FF0195;                    North         East    Units  Estimated Accuracy
 FF0195;SPC AR N     -    83,990.      539,800.      MT  (+/- 180 meters Scaled)
 FF0195
 FF0195                          SUPERSEDED SURVEY CONTROL
 FF0195
 FF0195  NGVD 29 (??/??/??)   60.657  (m)          199.01   (f) ADJUSTED    1 2
 FF0195
 FF0195.Superseded values are not recommended for survey control.
 FF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0195.See file dsdata.txt to determine how the superseded data were derived.
 FF0195
 FF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU309849(NAD 83)
 FF0195_MARKER: DB = BENCH MARK DISK
 FF0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0195_SP_SET: STONE
 FF0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0195+STABILITY: SURFACE MOTION
 FF0195
 FF0195  HISTORY     - Date     Condition        Report By
 FF0195  HISTORY     - UNK      MONUMENTED       CGS
 FF0195  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0195
 FF0195                          STATION DESCRIPTION
 FF0195
 FF0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0195'0.7 MI W FROM JONQUIL.
 FF0195'ABOUT 0.7 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0195'RAILWAY FROM JONQUIL, ST. FRANCIS COUNTY, ABOUT 115 FEET EAST
 FF0195'OF THE PROLONGATION OF THE NORTH-AND-SOUTH DRAINAGE DITCH NORTH
 FF0195'OF THE TRACK, 73 FEET EAST OF MILEPOST 25, 67 FEET SOUTH OF THE
 FF0195'TRACK, AND ABOUT 7 FEET LOWER THAN THE RAIL.  A STONE POST,
 FF0195'MARKED A.  NOTE-- THE MEASUREMENTS WOULD INDICATE THAT THE MARK
 FF0195'WOULD PRESENTLY BE IN A 4-FOOT DEEP 12-FEET WIDE NEWLY DUG
 FF0195'DRAINAGE DITCH.  IT APPEARS CERTAIN THAT THE MARK WAS EITHER
 FF0195'DESTROYED DURING THIS OPERATION OR HAD BEEN PREVIOUSLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1477 ***********************************************************************
 FF1477  DESIGNATION -  A 10
 FF1477  PID         -  FF1477
 FF1477  STATE/COUNTY-  AR/LONOKE
 FF1477  USGS QUAD   -  BEEBE (1994)
 FF1477
 FF1477                         *CURRENT SURVEY CONTROL
 FF1477  ___________________________________________________________________
 FF1477* NAD 83(1986)-  35 01 53.     (N)    091 56 44.     (W)     SCALED    
 FF1477* NAVD 88     -        71.166  (meters)     233.48   (feet)  ADJUSTED  
 FF1477  ___________________________________________________________________
 FF1477  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1477  DYNAMIC HT  -          71.101 (meters)     233.27  (feet)  COMP
 FF1477  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 FF1477
 FF1477  VERT ORDER  -  FIRST     CLASS II
 FF1477
 FF1477.The horizontal coordinates were scaled from a topographic map and have
 FF1477.an estimated accuracy of +/- 6 seconds.
 FF1477
 FF1477.The orthometric height was determined by differential leveling
 FF1477.and adjusted by the National Geodetic Survey in June 1991..
 FF1477
 FF1477.The geoid height was determined by GEOID03.
 FF1477
 FF1477.The dynamic height is computed by dividing the NAVD 88
 FF1477.geopotential number by the normal gravity value computed on the
 FF1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1477.degrees latitude (g = 980.6199 gals.).
 FF1477
 FF1477.The modeled gravity was interpolated from observed gravity values.
 FF1477
 FF1477;                    North         East    Units  Estimated Accuracy
 FF1477;SPC AR S     -   662,290.      404,970.      MT  (+/- 180 meters Scaled)
 FF1477
 FF1477                          SUPERSEDED SURVEY CONTROL
 FF1477
 FF1477  NGVD 29 (??/??/??)   71.154  (m)          233.44   (f) ADJUSTED    1 2
 FF1477
 FF1477.Superseded values are not recommended for survey control.
 FF1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1477.See file dsdata.txt to determine how the superseded data were derived.
 FF1477
 FF1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU961770(NAD 83)
 FF1477_MARKER: DB = BENCH MARK DISK
 FF1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1477_STAMPING: A 10 1931 233.444
 FF1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1477+STABILITY: SURFACE MOTION
 FF1477
 FF1477  HISTORY     - Date     Condition        Report By
 FF1477  HISTORY     - 1931     MONUMENTED       CGS
 FF1477  HISTORY     - 1955     GOOD             CGS
 FF1477  HISTORY     - 20020329 MARK NOT FOUND   USACE
 FF1477
 FF1477                          STATION DESCRIPTION
 FF1477
 FF1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1477'0.3 MI NE FROM WARD.
 FF1477'0.3 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1477'STATION AT WARD, LONOKE COUNTY, 81 FEET NORTHWEST OF POLE 317/12,
 FF1477'68 FEET NORTH OF THE CROSSING OF A DIRT ROAD, 45 FEET NORTHWEST
 FF1477'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 57 FEET EAST OF THE
 FF1477'CENTERLINE OF OLD U.S. HIGHWAY 67, AND SET IN THE TOP OF A
 FF1477'CONCRETE POST.
 FF1477
 FF1477                          STATION RECOVERY (2002)
 FF1477
 FF1477'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0234 ***********************************************************************
 EJ0234  DESIGNATION -  A 100
 EJ0234  PID         -  EJ0234
 EJ0234  STATE/COUNTY-  AR/FAULKNER
 EJ0234  USGS QUAD   -  MAYFLOWER (1987)
 EJ0234
 EJ0234                         *CURRENT SURVEY CONTROL
 EJ0234  ___________________________________________________________________
 EJ0234* NAD 83(1986)-  34 54 59.     (N)    092 27 03.     (W)     SCALED    
 EJ0234* NAVD 88     -        80.266  (meters)     263.34   (feet)  ADJUSTED  
 EJ0234  ___________________________________________________________________
 EJ0234  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EJ0234  DYNAMIC HT  -          80.191 (meters)     263.09  (feet)  COMP
 EJ0234  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 EJ0234
 EJ0234  VERT ORDER  -  SECOND    CLASS 0
 EJ0234
 EJ0234.The horizontal coordinates were scaled from a topographic map and have
 EJ0234.an estimated accuracy of +/- 6 seconds.
 EJ0234
 EJ0234.The orthometric height was determined by differential leveling
 EJ0234.and adjusted by the National Geodetic Survey in June 1991..
 EJ0234
 EJ0234.The geoid height was determined by GEOID03.
 EJ0234
 EJ0234.The dynamic height is computed by dividing the NAVD 88
 EJ0234.geopotential number by the normal gravity value computed on the
 EJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0234.degrees latitude (g = 980.6199 gals.).
 EJ0234
 EJ0234.The modeled gravity was interpolated from observed gravity values.
 EJ0234
 EJ0234;                    North         East    Units  Estimated Accuracy
 EJ0234;SPC AR N     -    64,780.      358,800.      MT  (+/- 180 meters Scaled)
 EJ0234
 EJ0234                          SUPERSEDED SURVEY CONTROL
 EJ0234
 EJ0234  NGVD 29 (??/??/92)   80.324  (m)          263.53   (f) ADJ UNCH    2 0
 EJ0234
 EJ0234.Superseded values are not recommended for survey control.
 EJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0234.See file dsdata.txt to determine how the superseded data were derived.
 EJ0234
 EJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU501639(NAD 83)
 EJ0234_MARKER: DB = BENCH MARK DISK
 EJ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0234_STAMPING: A 100 1935
 EJ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0234+STABILITY: SURFACE MOTION
 EJ0234
 EJ0234  HISTORY     - Date     Condition        Report By
 EJ0234  HISTORY     - 1935     MONUMENTED       CGS
 EJ0234  HISTORY     - 1953     MARK NOT FOUND   NGS
 EJ0234
 EJ0234                          STATION DESCRIPTION
 EJ0234
 EJ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EJ0234'0.8 MI S FROM PALARM.
 EJ0234'0.8 MILE SOUTH OF PALARM, ON A SANDBAR IN ARKANSAS RIVER, 0.5 MILE
 EJ0234'WEST OF A SADDLE IN A SMALL MOUNTAIN TOPPED WITH PINE TREES, 0.5 MILE
 EJ0234'NORTH OF THE INTERSECTION OF PALARM CREEK AND ARKANSAS RIVER, 575 FEET
 EJ0234'SOUTHEAST OF THE NORTHWEST END OF A BARBED-WIRE FENCE, 425 FEET
 EJ0234'NORTHEAST OF THE TOP EDGE OF THE NORTHEAST BANK OF THE RIVER, 18.5
 EJ0234'FEET SOUTHEAST OF THE WEST CORNER OF A BARBED-WIRE FENCE, AND 18 FEET
 EJ0234'SOUTHEAST OF A 36-INCH COTTONWOOD TREE.  A STANDARD DISK, STAMPED A
 EJ0234'100 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0413 ***********************************************************************
 FG0413  DESIGNATION -  A 101
 FG0413  PID         -  FG0413
 FG0413  STATE/COUNTY-  AR/PERRY
 FG0413  USGS QUAD   -  HOUSTON (1990)
 FG0413
 FG0413                         *CURRENT SURVEY CONTROL
 FG0413  ___________________________________________________________________
 FG0413* NAD 83(1986)-  35 01 34.     (N)    092 37 49.     (W)     SCALED    
 FG0413* NAVD 88     -        93.040  (meters)     305.25   (feet)  ADJUSTED  
 FG0413  ___________________________________________________________________
 FG0413  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG0413  DYNAMIC HT  -          92.953 (meters)     304.96  (feet)  COMP
 FG0413  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 FG0413
 FG0413  VERT ORDER  -  SECOND    CLASS 0
 FG0413
 FG0413.The horizontal coordinates were scaled from a topographic map and have
 FG0413.an estimated accuracy of +/- 6 seconds.
 FG0413
 FG0413.The orthometric height was determined by differential leveling
 FG0413.and adjusted by the National Geodetic Survey in June 1991..
 FG0413
 FG0413.The geoid height was determined by GEOID03.
 FG0413
 FG0413.The dynamic height is computed by dividing the NAVD 88
 FG0413.geopotential number by the normal gravity value computed on the
 FG0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0413.degrees latitude (g = 980.6199 gals.).
 FG0413
 FG0413.The modeled gravity was interpolated from observed gravity values.
 FG0413
 FG0413;                    North         East    Units  Estimated Accuracy
 FG0413;SPC AR N     -    77,040.      342,480.      MT  (+/- 180 meters Scaled)
 FG0413
 FG0413                          SUPERSEDED SURVEY CONTROL
 FG0413
 FG0413  NGVD 29 (??/??/92)   93.068  (m)          305.34   (f) ADJ UNCH    2 0
 FG0413
 FG0413.Superseded values are not recommended for survey control.
 FG0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0413.See file dsdata.txt to determine how the superseded data were derived.
 FG0413
 FG0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU337760(NAD 83)
 FG0413_MARKER: DB = BENCH MARK DISK
 FG0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0413_SP_SET: MONUMENT
 FG0413_STAMPING: A-101 1935
 FG0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0413
 FG0413  HISTORY     - Date     Condition        Report By
 FG0413  HISTORY     - 1935     MONUMENTED       CGS
 FG0413  HISTORY     - 1968     GOOD             NGS
 FG0413
 FG0413                          STATION DESCRIPTION
 FG0413
 FG0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FG0413'1.7 MI N FROM BIGELOW.
 FG0413'1.7 MILES NORTH OF-- IN NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 4
 FG0413'NORTH, RANGE 15 WEST.  TO REACH A-101 FROM THE INTERSECTION OF STATE
 FG0413'HIGHWAY NO. 113 AND THE CHICAGO, ROCK ISLAND, AND PACIFIC RAILROAD
 FG0413'TRACKS IN BIGELOW, ARKANSAS, TAKE STATE HIGHWAY NO. 113 NORTH FOR 1.7
 FG0413'MILES TO ITS INTERSECTION WITH STATE HIGHWAY NO. 60 AND THE MARK. MARK
 FG0413'IS LOCATED 200 FEET EAST OF INTERSECTION OF STATE HIGHWAYS NO. 60 AND
 FG0413'113, 97 FEET EAST OF CENTERLINE OF DRAIN UNDER STATE HIGHWAY NO. 60,
 FG0413'95 FEET SOUTHEAST OF CENTERLINE OF STATE HITHWAY NO. 60 AT THE CURVE,
 FG0413'22 FEET SOUTH OF CENTERLINE OF DIRT ROAD LEADING EAST AT INTERSECTION,
 FG0413'20.6 FEET EAST OF OLD FENCE CORNER, WHICH IS THE APPROXIMATE NORTHWEST
 FG0413'CORNER OF SECTION 5, 9 FEET NORTHEAST OF TELEPHONE POLE, 1.5 FEET
 FG0413'SOUTH OF OLD FENCE LINE, AND WITHIN 3 FEET OF YELLOW STEEL FENCE POST.
 FG0413'A USC AND GS CONCRETE MONUMENT WITH STANDARD DISK STAMPED A-101 1935.
 FG0413'RECORD-- LOCATED ON USC AND GS LINE NO. 52, BIGELOW TO CONWAY,
 FG0413'ARKANSAS.  BM A-101 WAS VISITED BY USCE ON MARCH 5, 1968, AND REPORTED
 FG0413'IN GOOD CONDITION.  (FWM)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1133 ***********************************************************************
 FG1133  DESIGNATION -  A 102
 FG1133  PID         -  FG1133
 FG1133  STATE/COUNTY-  AR/YELL
 FG1133  USGS QUAD   -  HOLLA BEND (1993)
 FG1133
 FG1133                         *CURRENT SURVEY CONTROL
 FG1133  ___________________________________________________________________
 FG1133* NAD 83(1986)-  35 09 54.     (N)    093 06 11.     (W)     SCALED    
 FG1133* NAVD 88     -        97.623  (meters)     320.28   (feet)  ADJUSTED  
 FG1133  ___________________________________________________________________
 FG1133  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FG1133  DYNAMIC HT  -          97.530 (meters)     319.98  (feet)  COMP
 FG1133  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 FG1133
 FG1133  VERT ORDER  -  SECOND    CLASS 0
 FG1133
 FG1133.The horizontal coordinates were scaled from a topographic map and have
 FG1133.an estimated accuracy of +/- 6 seconds.
 FG1133
 FG1133.The orthometric height was determined by differential leveling
 FG1133.and adjusted by the National Geodetic Survey in June 1991..
 FG1133
 FG1133.The geoid height was determined by GEOID03.
 FG1133
 FG1133.The dynamic height is computed by dividing the NAVD 88
 FG1133.geopotential number by the normal gravity value computed on the
 FG1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1133.degrees latitude (g = 980.6199 gals.).
 FG1133
 FG1133.The modeled gravity was interpolated from observed gravity values.
 FG1133
 FG1133;                    North         East    Units  Estimated Accuracy
 FG1133;SPC AR N     -    92,830.      299,510.      MT  (+/- 180 meters Scaled)
 FG1133
 FG1133                          SUPERSEDED SURVEY CONTROL
 FG1133
 FG1133  NGVD 29 (??/??/92)   97.617  (m)          320.27   (f) ADJ UNCH    2 0
 FG1133
 FG1133.Superseded values are not recommended for survey control.
 FG1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1133.See file dsdata.txt to determine how the superseded data were derived.
 FG1133
 FG1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU906913(NAD 83)
 FG1133_MARKER: DB = BENCH MARK DISK
 FG1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1133_STAMPING: A 102 1935
 FG1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1133+STABILITY: SURFACE MOTION
 FG1133
 FG1133  HISTORY     - Date     Condition        Report By
 FG1133  HISTORY     - 1935     MONUMENTED       CGS
 FG1133  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG1133
 FG1133                          STATION DESCRIPTION
 FG1133
 FG1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1133'4.2 MI S FROM DARDANELLE.
 FG1133'4.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE FORT SMITH, SUBIACO AND
 FG1133'ROCK ISLAND RAILROAD STATION AT DARDANELLE, THENCE 3 MILES EAST ALONG
 FG1133'RIVER ROAD TO REID FERRY, 2 MILES NORTHWEST OF THE RIVERSIDE SCHOOL,
 FG1133'70 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20.4 FEET EAST OF THE
 FG1133'NORTHEAST CORNER OF THE WILLIAM P. SANDERS FARMHOUSE, 12 FEET WEST OF
 FG1133'THE CENTERLINE OF A NORTH-AND-SOUTH ROAD, AND 1.6 FEET SOUTHWEST OF
 FG1133'THE NORTHEAST CORNER OF A YARD FENCE.  A STANDARD DISK, STAMPED A 102
 FG1133'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1133
 FG1133                          STATION RECOVERY (1972)
 FG1133
 FG1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1052 ***********************************************************************
 EJ1052  DESIGNATION -  A 104
 EJ1052  PID         -  EJ1052
 EJ1052  STATE/COUNTY-  AR/PERRY
 EJ1052  USGS QUAD   -  NIMROD SE (1968)
 EJ1052
 EJ1052                         *CURRENT SURVEY CONTROL
 EJ1052  ___________________________________________________________________
 EJ1052* NAD 83(1986)-  34 51 00.     (N)    093 06 02.     (W)     SCALED    
 EJ1052* NAVD 88     -       169.087  (meters)     554.75   (feet)  ADJUSTED  
 EJ1052  ___________________________________________________________________
 EJ1052  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 EJ1052  DYNAMIC HT  -         168.919 (meters)     554.20  (feet)  COMP
 EJ1052  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 EJ1052
 EJ1052  VERT ORDER  -  SECOND    CLASS 0
 EJ1052
 EJ1052.The horizontal coordinates were scaled from a topographic map and have
 EJ1052.an estimated accuracy of +/- 6 seconds.
 EJ1052
 EJ1052.The orthometric height was determined by differential leveling
 EJ1052.and adjusted by the National Geodetic Survey in June 1991..
 EJ1052
 EJ1052.The geoid height was determined by GEOID03.
 EJ1052
 EJ1052.The dynamic height is computed by dividing the NAVD 88
 EJ1052.geopotential number by the normal gravity value computed on the
 EJ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1052.degrees latitude (g = 980.6199 gals.).
 EJ1052
 EJ1052.The modeled gravity was interpolated from observed gravity values.
 EJ1052
 EJ1052;                    North         East    Units  Estimated Accuracy
 EJ1052;SPC AR N     -    57,880.      299,350.      MT  (+/- 180 meters Scaled)
 EJ1052
 EJ1052                          SUPERSEDED SURVEY CONTROL
 EJ1052
 EJ1052  NGVD 29 (??/??/92)  169.072  (m)          554.70   (f) ADJ UNCH    2 0
 EJ1052
 EJ1052.Superseded values are not recommended for survey control.
 EJ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1052.See file dsdata.txt to determine how the superseded data were derived.
 EJ1052
 EJ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU908564(NAD 83)
 EJ1052_MARKER: DB = BENCH MARK DISK
 EJ1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1052_SP_SET: HANDRAIL
 EJ1052_STAMPING: A 104 1935
 EJ1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1052
 EJ1052  HISTORY     - Date     Condition        Report By
 EJ1052  HISTORY     - 1935     MONUMENTED       CGS
 EJ1052  HISTORY     - 1965     GOOD             NGS
 EJ1052
 EJ1052                          STATION DESCRIPTION
 EJ1052
 EJ1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1052'2.1 MI SE FROM HOLLIS.
 EJ1052'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STEEL BRIDGE OVER
 EJ1052'SOUTH FOURCHE LA FAVE RIVER AT HOLLIS, PERRY COUNTY, 0.9 MILE SOUTH OF
 EJ1052'THE JUNCTION OF THE THORNBURG ROAD, AT A STEEL BRIDGE OVER BEAR CREEK,
 EJ1052'IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL, 13.8 FEET WEST OF THE
 EJ1052'CENTER LINE OF THE HIGHWAY, AND 0.3 FOOT SOUTHWEST OF THE SOUTHWEST
 EJ1052'END OF THE HANDRAIL.  A STANDARD DISK, STAMPED A 104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1020 ***********************************************************************
 EJ1020  DESIGNATION -  A 105
 EJ1020  PID         -  EJ1020
 EJ1020  STATE/COUNTY-  AR/GARLAND
 EJ1020  USGS QUAD   -  HAMILTON (1975)
 EJ1020
 EJ1020                         *CURRENT SURVEY CONTROL
 EJ1020  ___________________________________________________________________
 EJ1020* NAD 83(1986)-  34 38 52.     (N)    093 11 40.     (W)     SCALED    
 EJ1020* NAVD 88     -       172.645  (meters)     566.42   (feet)  ADJUSTED  
 EJ1020  ___________________________________________________________________
 EJ1020  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EJ1020  DYNAMIC HT  -         172.474 (meters)     565.86  (feet)  COMP
 EJ1020  MODELED GRAV-     979,643.7   (mgal)                       NAVD 88
 EJ1020
 EJ1020  VERT ORDER  -  SECOND    CLASS 0
 EJ1020
 EJ1020.The horizontal coordinates were scaled from a topographic map and have
 EJ1020.an estimated accuracy of +/- 6 seconds.
 EJ1020
 EJ1020.The orthometric height was determined by differential leveling
 EJ1020.and adjusted by the National Geodetic Survey in June 1991..
 EJ1020
 EJ1020.The geoid height was determined by GEOID03.
 EJ1020
 EJ1020.The dynamic height is computed by dividing the NAVD 88
 EJ1020.geopotential number by the normal gravity value computed on the
 EJ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1020.degrees latitude (g = 980.6199 gals.).
 EJ1020
 EJ1020.The modeled gravity was interpolated from observed gravity values.
 EJ1020
 EJ1020;                    North         East    Units  Estimated Accuracy
 EJ1020;SPC AR S     -   620,370.      290,500.      MT  (+/- 180 meters Scaled)
 EJ1020
 EJ1020                          SUPERSEDED SURVEY CONTROL
 EJ1020
 EJ1020  NGVD 29 (??/??/92)  172.623  (m)          566.35   (f) ADJ UNCH    2 0
 EJ1020
 EJ1020.Superseded values are not recommended for survey control.
 EJ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1020.See file dsdata.txt to determine how the superseded data were derived.
 EJ1020
 EJ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU821340(NAD 83)
 EJ1020_MARKER: DB = BENCH MARK DISK
 EJ1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1020_STAMPING: A 105 1935
 EJ1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1020+STABILITY: SURFACE MOTION
 EJ1020
 EJ1020  HISTORY     - Date     Condition        Report By
 EJ1020  HISTORY     - 1935     MONUMENTED       CGS
 EJ1020  HISTORY     - 1939     GOOD             NGS
 EJ1020  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1020
 EJ1020                          STATION DESCRIPTION
 EJ1020
 EJ1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1020'5.6 MI E FROM BLAKELY CAMP.
 EJ1020'5.6 MILES EAST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE 1935
 EJ1020'LOCATION OF BLAKELY CAMP, GARLAND COUNTY, 0.2 MILE NORTHEAST OF THE
 EJ1020'JOHN MILLER FARMHOUSE, 300 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 EJ1020'WIRE FENCE AROUND A FIELD, 17.8 FEET NORTHWEST OF THE CENTER LINE OF
 EJ1020'THE ROAD, AND 5.9 FEET SOUTHEAST OF A 30-INCH BLAZED OAK TREE.  A
 EJ1020'STANDARD DISK, STAMPED A 105 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1020'POST.  NOTE-- IT WAS REPORTED IN MARCH 1944 THAT THE NEW LOCATION OF
 EJ1020'BLAKELY CAMP AND POST OFFICE IS 1/4 MILE SOUTH OF JESSIEVILLE AND 0.4
 EJ1020'MILE WEST OF STATE HIGHWAY 7.
 EJ1020
 EJ1020                          STATION RECOVERY (1998)
 EJ1020
 EJ1020'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1019 ***********************************************************************
 FG1019  DESIGNATION -  A 106
 FG1019  PID         -  FG1019
 FG1019  STATE/COUNTY-  AR/POPE
 FG1019  USGS QUAD   -  DOVER (1993)
 FG1019
 FG1019                         *CURRENT SURVEY CONTROL
 FG1019  ___________________________________________________________________
 FG1019* NAD 83(1986)-  35 24 59.     (N)    093 05 18.     (W)     SCALED    
 FG1019* NAVD 88     -       150.242  (meters)     492.92   (feet)  ADJUSTED  
 FG1019  ___________________________________________________________________
 FG1019  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FG1019  DYNAMIC HT  -         150.100 (meters)     492.45  (feet)  COMP
 FG1019  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FG1019
 FG1019  VERT ORDER  -  SECOND    CLASS 0
 FG1019
 FG1019.The horizontal coordinates were scaled from a topographic map and have
 FG1019.an estimated accuracy of +/- 6 seconds.
 FG1019
 FG1019.The orthometric height was determined by differential leveling
 FG1019.and adjusted by the National Geodetic Survey in June 1991..
 FG1019
 FG1019.The geoid height was determined by GEOID03.
 FG1019
 FG1019.The dynamic height is computed by dividing the NAVD 88
 FG1019.geopotential number by the normal gravity value computed on the
 FG1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1019.degrees latitude (g = 980.6199 gals.).
 FG1019
 FG1019.The modeled gravity was interpolated from observed gravity values.
 FG1019
 FG1019;                    North         East    Units  Estimated Accuracy
 FG1019;SPC AR N     -   120,700.      301,160.      MT  (+/- 180 meters Scaled)
 FG1019
 FG1019                          SUPERSEDED SURVEY CONTROL
 FG1019
 FG1019  NGVD 29 (??/??/92)  150.196  (m)          492.77   (f) ADJ UNCH    2 0
 FG1019
 FG1019.Superseded values are not recommended for survey control.
 FG1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1019.See file dsdata.txt to determine how the superseded data were derived.
 FG1019
 FG1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV919192(NAD 83)
 FG1019_MARKER: DB = BENCH MARK DISK
 FG1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1019_STAMPING: A 106 1935
 FG1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1019+STABILITY: SURFACE MOTION
 FG1019
 FG1019  HISTORY     - Date     Condition        Report By
 FG1019  HISTORY     - 1935     MONUMENTED       CGS
 FG1019  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG1019  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FG1019
 FG1019                          STATION DESCRIPTION
 FG1019
 FG1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1019'1.9 MI NE FROM DOVER.
 FG1019'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT DOVER,
 FG1019'POPE COUNTY, 0.2 MILE NORTHEAST OF A BRIDGE, 39 FEET SOUTHEAST OF THE
 FG1019'CENTERLINE OF THE HIGHWAY, AT THE SUMMIT OF A HILL, 40 FEET SOUTHWEST
 FG1019'OF A BLAZED 18-INCH OAK TREE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A
 FG1019'STANDARD DISK, STAMPED A 106 1935 AND SET IN THE TOP OF A CONCRETE
 FG1019'POST.
 FG1019
 FG1019                          STATION RECOVERY (1989)
 FG1019
 FG1019'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1019'MARK NOT FOUND.
 FG1019
 FG1019                          STATION RECOVERY (1990)
 FG1019
 FG1019'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 FG1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0795 ***********************************************************************
 FG0795  DESIGNATION -  A 107
 FG0795  PID         -  FG0795
 FG0795  STATE/COUNTY-  AR/NEWTON
 FG0795  USGS QUAD   -  PARTHENON (1980)
 FG0795
 FG0795                         *CURRENT SURVEY CONTROL
 FG0795  ___________________________________________________________________
 FG0795* NAD 83(1986)-  35 57 54.     (N)    093 13 58.     (W)     SCALED    
 FG0795* NAVD 88     -       277.000  (meters)     908.79   (feet)  ADJUSTED  
 FG0795  ___________________________________________________________________
 FG0795  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FG0795  DYNAMIC HT  -         276.743 (meters)     907.95  (feet)  COMP
 FG0795  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 FG0795
 FG0795  VERT ORDER  -  SECOND    CLASS 0
 FG0795
 FG0795.The horizontal coordinates were scaled from a topographic map and have
 FG0795.an estimated accuracy of +/- 6 seconds.
 FG0795
 FG0795.The orthometric height was determined by differential leveling
 FG0795.and adjusted by the National Geodetic Survey in June 1991..
 FG0795
 FG0795.The geoid height was determined by GEOID03.
 FG0795
 FG0795.The dynamic height is computed by dividing the NAVD 88
 FG0795.geopotential number by the normal gravity value computed on the
 FG0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0795.degrees latitude (g = 980.6199 gals.).
 FG0795
 FG0795.The modeled gravity was interpolated from observed gravity values.
 FG0795
 FG0795;                    North         East    Units  Estimated Accuracy
 FG0795;SPC AR N     -   181,720.      288,810.      MT  (+/- 180 meters Scaled)
 FG0795
 FG0795                          SUPERSEDED SURVEY CONTROL
 FG0795
 FG0795  NGVD 29 (??/??/92)  276.902  (m)          908.47   (f) ADJ UNCH    2 0
 FG0795
 FG0795.Superseded values are not recommended for survey control.
 FG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0795.See file dsdata.txt to determine how the superseded data were derived.
 FG0795
 FG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV790800(NAD 83)
 FG0795_MARKER: DB = BENCH MARK DISK
 FG0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0795_STAMPING: A 107 1935
 FG0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0795+STABILITY: SURFACE MOTION
 FG0795
 FG0795  HISTORY     - Date     Condition        Report By
 FG0795  HISTORY     - 1935     MONUMENTED       CGS
 FG0795  HISTORY     - 1975     MARK NOT FOUND   NGS
 FG0795
 FG0795                          STATION DESCRIPTION
 FG0795
 FG0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0795'1 MI NE FROM PARTHENON.
 FG0795'1 MILE NORTHEAST ALONG THE JASPER ROAD FROM THE POST OFFICE AT
 FG0795'PARTHENON, NEWTON COUNTY, 86 FEET NORTHWEST OF THE CENTERLINE OF THE
 FG0795'ROAD, 53 FEET EAST OF THE EAST CORNER OF THE W. J. BRASEL FARMHOUSE, 2
 FG0795'FEET SOUTH OF A SOUTH FENCE CORNER, AND 1 FOOT SOUTHEAST OF A FENCE. A
 FG0795'STANDARD DISK, STAMPED A 107 1935 AND SET IN THE TOP OF A CONCRETE
 FG0795'POST.
 FG0795
 FG0795                          STATION RECOVERY (1975)
 FG0795
 FG0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FG0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2139 ***********************************************************************
 EH2139  DESIGNATION -  A 108
 EH2139  PID         -  EH2139
 EH2139  STATE/COUNTY-  AR/LONOKE
 EH2139  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2139
 EH2139                         *CURRENT SURVEY CONTROL
 EH2139  ___________________________________________________________________
 EH2139* NAD 83(1986)-  34 46 59.     (N)    091 48 09.     (W)     SCALED    
 EH2139* NAVD 88     -        69.798  (meters)     229.00   (feet)  ADJUSTED  
 EH2139  ___________________________________________________________________
 EH2139  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH2139  DYNAMIC HT  -          69.732 (meters)     228.78  (feet)  COMP
 EH2139  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 EH2139
 EH2139  VERT ORDER  -  FIRST     CLASS II
 EH2139
 EH2139.The horizontal coordinates were scaled from a topographic map and have
 EH2139.an estimated accuracy of +/- 6 seconds.
 EH2139
 EH2139.The orthometric height was determined by differential leveling
 EH2139.and adjusted by the National Geodetic Survey in June 1991..
 EH2139
 EH2139.The geoid height was determined by GEOID03.
 EH2139
 EH2139.The dynamic height is computed by dividing the NAVD 88
 EH2139.geopotential number by the normal gravity value computed on the
 EH2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2139.degrees latitude (g = 980.6199 gals.).
 EH2139
 EH2139.The modeled gravity was interpolated from observed gravity values.
 EH2139
 EH2139;                    North         East    Units  Estimated Accuracy
 EH2139;SPC AR S     -   634,760.      418,080.      MT  (+/- 180 meters Scaled)
 EH2139
 EH2139                          SUPERSEDED SURVEY CONTROL
 EH2139
 EH2139  NGVD 29 (??/??/??)   69.811  (m)          229.04   (f) ADJUSTED    1 2
 EH2139
 EH2139.Superseded values are not recommended for survey control.
 EH2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2139.See file dsdata.txt to determine how the superseded data were derived.
 EH2139
 EH2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU095496(NAD 83)
 EH2139_MARKER: DB = BENCH MARK DISK
 EH2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2139_STAMPING: A 108 1954
 EH2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2139+STABILITY: SURFACE MOTION
 EH2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2139+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2139
 EH2139  HISTORY     - Date     Condition        Report By
 EH2139  HISTORY     - 1954     MONUMENTED       CGS
 EH2139  HISTORY     - 1967     GOOD             CGS
 EH2139  HISTORY     - 1976     GOOD             USGS
 EH2139  HISTORY     - 20030610 GOOD             USACE
 EH2139
 EH2139                          STATION DESCRIPTION
 EH2139
 EH2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2139'3.3 MI W FROM CARLISLE.
 EH2139'IT IS 3.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2139'RAILROAD FROM THE STATION IN CARLISLE, AT A ROAD CROSSING, 1 POLE EAST
 EH2139'OF MILEPOST 106, 47 FEET SOUTH OF THE SOUTH RAIL, 51 FEET NORTH OF A
 EH2139'FENCE, 37 FEET EAST OF A TELEPHONE LINE POLE, 1.0 MILE EAST OF BENCH
 EH2139'MARK Z 107, 1 FOOT NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF
 EH2139'A ROUND CONCRETE POST PROJECTING 5 INCHES.
 EH2139
 EH2139                          STATION RECOVERY (1976)
 EH2139
 EH2139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2139'RECOVERED IN GOOD CONDITION.
 EH2139
 EH2139                          STATION RECOVERY (2003)
 EH2139
 EH2139'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2139'MARK IS 0.1 FOOT EAST OF ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2191 ***********************************************************************
 EH2191  DESIGNATION -  A 109
 EH2191  PID         -  EH2191
 EH2191  STATE/COUNTY-  AR/PRAIRIE
 EH2191  USGS QUAD   -  CARLISLE (1994)
 EH2191
 EH2191                         *CURRENT SURVEY CONTROL
 EH2191  ___________________________________________________________________
 EH2191* NAD 83(1986)-  34 46 45.     (N)    091 38 27.     (W)     SCALED    
 EH2191* NAVD 88     -        71.708  (meters)     235.26   (feet)  ADJUSTED  
 EH2191  ___________________________________________________________________
 EH2191  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2191  DYNAMIC HT  -          71.641 (meters)     235.04  (feet)  COMP
 EH2191  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EH2191
 EH2191  VERT ORDER  -  FIRST     CLASS II
 EH2191
 EH2191.The horizontal coordinates were scaled from a topographic map and have
 EH2191.an estimated accuracy of +/- 6 seconds.
 EH2191
 EH2191.The orthometric height was determined by differential leveling
 EH2191.and adjusted by the National Geodetic Survey in June 1991..
 EH2191
 EH2191.The geoid height was determined by GEOID03.
 EH2191
 EH2191.The dynamic height is computed by dividing the NAVD 88
 EH2191.geopotential number by the normal gravity value computed on the
 EH2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2191.degrees latitude (g = 980.6199 gals.).
 EH2191
 EH2191.The modeled gravity was interpolated from observed gravity values.
 EH2191
 EH2191;                    North         East    Units  Estimated Accuracy
 EH2191;SPC AR S     -   634,370.      432,880.      MT  (+/- 180 meters Scaled)
 EH2191
 EH2191                          SUPERSEDED SURVEY CONTROL
 EH2191
 EH2191  NGVD 29 (??/??/??)   71.720  (m)          235.30   (f) ADJUSTED    1 2
 EH2191
 EH2191.Superseded values are not recommended for survey control.
 EH2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2191.See file dsdata.txt to determine how the superseded data were derived.
 EH2191
 EH2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU243493(NAD 83)
 EH2191_MARKER: DB = BENCH MARK DISK
 EH2191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2191_SP_SET: CULVERT
 EH2191_STAMPING: A 109 1954
 EH2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2191
 EH2191  HISTORY     - Date     Condition        Report By
 EH2191  HISTORY     - 1954     MONUMENTED       CGS
 EH2191  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH2191
 EH2191                          STATION DESCRIPTION
 EH2191
 EH2191'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EH2191'3.65 MI W FROM HAZEN.
 EH2191'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2191'FROM THE STATION AT HAZEN, THENCE 0.15 MILE SOUTH ALONG A GRAVELED
 EH2191'ROAD, 94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BARN, 10 FEET
 EH2191'WEST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF
 EH2191'THE WEST HEADWALL OF A CONCRETE CULVERT OVER AN IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0478 ***********************************************************************
 EJ0478  DESIGNATION -  A 11
 EJ0478  PID         -  EJ0478
 EJ0478  STATE/COUNTY-  AR/JEFFERSON
 EJ0478  USGS QUAD   -  PINE BLUFF (1984)
 EJ0478
 EJ0478                         *CURRENT SURVEY CONTROL
 EJ0478  ___________________________________________________________________
 EJ0478* NAD 83(1986)-  34 13 34.     (N)    092 00 08.     (W)     SCALED    
 EJ0478* NAVD 88     -        67.097  (meters)     220.13   (feet)  ADJUSTED  
 EJ0478  ___________________________________________________________________
 EJ0478  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0478  DYNAMIC HT  -          67.032 (meters)     219.92  (feet)  COMP
 EJ0478  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EJ0478
 EJ0478  VERT ORDER  -  FIRST     CLASS II
 EJ0478
 EJ0478.The horizontal coordinates were scaled from a topographic map and have
 EJ0478.an estimated accuracy of +/- 6 seconds.
 EJ0478
 EJ0478.The orthometric height was determined by differential leveling
 EJ0478.and adjusted by the National Geodetic Survey in June 1991..
 EJ0478.WARNING-Repeat measurements at this control monument indicate possible
 EJ0478.vertical movement.
 EJ0478
 EJ0478.The geoid height was determined by GEOID03.
 EJ0478
 EJ0478.The dynamic height is computed by dividing the NAVD 88
 EJ0478.geopotential number by the normal gravity value computed on the
 EJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0478.degrees latitude (g = 980.6199 gals.).
 EJ0478
 EJ0478.The modeled gravity was interpolated from observed gravity values.
 EJ0478
 EJ0478;                    North         East    Units  Estimated Accuracy
 EJ0478;SPC AR S     -   572,960.      399,800.      MT  (+/- 180 meters Scaled)
 EJ0478
 EJ0478                          SUPERSEDED SURVEY CONTROL
 EJ0478
 EJ0478  NGVD 29 (??/??/92)   67.313  (m)          220.84   (f) ADJ UNCH    1 2
 EJ0478
 EJ0478.Superseded values are not recommended for survey control.
 EJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0478.See file dsdata.txt to determine how the superseded data were derived.
 EJ0478
 EJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT918876(NAD 83)
 EJ0478_MARKER: DB = BENCH MARK DISK
 EJ0478_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EJ0478_STAMPING: 220.780 A 11 1932
 EJ0478_MARK LOGO: CGS   
 EJ0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0478+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 EJ0478
 EJ0478  HISTORY     - Date     Condition        Report By
 EJ0478  HISTORY     - 1932     MONUMENTED       CGS
 EJ0478  HISTORY     - 1957     GOOD             NGS
 EJ0478  HISTORY     - 1984     GOOD             NGS
 EJ0478  HISTORY     - 1987     GOOD             USPSQD
 EJ0478  HISTORY     - 1988     GOOD             USPSQD
 EJ0478  HISTORY     - 1988     GOOD             USPSQD
 EJ0478  HISTORY     - 1988     GOOD             USPSQD
 EJ0478  HISTORY     - 1989     GOOD             USPSQD
 EJ0478  HISTORY     - 1989     GOOD             USPSQD
 EJ0478  HISTORY     - 1990     GOOD             USPSQD
 EJ0478  HISTORY     - 20060717 GOOD             ARHD
 EJ0478
 EJ0478                          STATION DESCRIPTION
 EJ0478
 EJ0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EJ0478'IN PINE BLUFF.
 EJ0478'AT PINE BLUFF, JEFFERSON COUNTY, AT THE MISSOURI PACIFIC RAILROAD
 EJ0478'STATION (UNION STATION), IN THE SOUTH WALL, 2 FEET EAST OF THE EAST
 EJ0478'SIDE OF THE DOOR TO THE WAITING ROOM, AND ABOUT 5 FEET ABOVE THE
 EJ0478'PLATFORM.  A STANDARD DISK, STAMPED 220.780 A 11 1932 AND SET
 EJ0478'VERTICALLY.
 EJ0478
 EJ0478                          STATION RECOVERY (1984)
 EJ0478
 EJ0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0478'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PINE BLUFF,
 EJ0478'AT THE UNION STATION RESTAURANT, BETWEEN STATE STREET AND ALABAMA
 EJ0478'STREET AND ON EAST FOURTH STREET, SET VERTICALLY IN THE SOUTH WALL OF
 EJ0478'THE BUILDING, 0.61 METERS (2.0 FT) EAST OF THE EAST SIDE OF THE DOOR
 EJ0478'TO THE OLD WAITING ROOM, ABOUT 1.52 METERS (5.0 FT) ABOVE THE
 EJ0478'PLATFORM, AND 23.46 METERS (77.0 FT) EAST OF THE CENTER LINE OF STATE
 EJ0478'STREET.
 EJ0478'THE MARK IS 1.52 M ABOVE RAILROAD TRACKS.
 EJ0478
 EJ0478                          STATION RECOVERY (1987)
 EJ0478
 EJ0478'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ0478'RECOVERED IN GOOD CONDITION.
 EJ0478
 EJ0478                          STATION RECOVERY (1988)
 EJ0478
 EJ0478'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0478'RECOVERED IN GOOD CONDITION.
 EJ0478
 EJ0478                          STATION RECOVERY (1988)
 EJ0478
 EJ0478'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAR)
 EJ0478'RECOVERED IN GOOD CONDITION.
 EJ0478
 EJ0478                          STATION RECOVERY (1988)
 EJ0478
 EJ0478'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0478'RECOVERED IN GOOD CONDITION.
 EJ0478
 EJ0478                          STATION RECOVERY (1989)
 EJ0478
 EJ0478'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EJ0478'RECOVERED IN GOOD CONDITION.
 EJ0478
 EJ0478                          STATION RECOVERY (1989)
 EJ0478
 EJ0478'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0478'RECOVERED IN GOOD CONDITION.
 EJ0478
 EJ0478                          STATION RECOVERY (1990)
 EJ0478
 EJ0478'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0478'RECOVERED IN GOOD CONDITION.
 EJ0478
 EJ0478                          STATION RECOVERY (2006)
 EJ0478
 EJ0478'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (WDA)
 EJ0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2017 ***********************************************************************
 EH2017  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2017  DESIGNATION -  A 110
 EH2017  PID         -  EH2017
 EH2017  STATE/COUNTY-  AR/PRAIRIE
 EH2017  USGS QUAD   -  DES ARC WEST (1994)
 EH2017
 EH2017                         *CURRENT SURVEY CONTROL
 EH2017  ___________________________________________________________________
 EH2017* NAD 83(1997)-  34 57 58.35527(N)    091 33 49.71175(W)     ADJUSTED  
 EH2017* NAVD 88     -        65.84   (meters)     216.0    (feet)  GPS OBS   
 EH2017  ___________________________________________________________________
 EH2017  X           -    -142,799.041 (meters)                     COMP
 EH2017  Y           -  -5,230,658.964 (meters)                     COMP
 EH2017  Z           -   3,634,817.721 (meters)                     COMP
 EH2017  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EH2017  ELLIP HEIGHT-          38.73  (meters)          (04/05/04) GPS OBS
 EH2017  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH2017  DYNAMIC HT  -          65.78  (meters)     215.8   (feet)  COMP
 EH2017  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 EH2017
 EH2017  HORZ ORDER  -  B
 EH2017  VERT ORDER  -  THIRD (See Below)
 EH2017  ELLP ORDER  -  FOURTH    CLASS I
 EH2017
 EH2017.The horizontal coordinates were established by GPS observations
 EH2017.and adjusted by the National Geodetic Survey in April 2004..
 EH2017
 EH2017.The orthometric height was determined by GPS observations and a
 EH2017.high-resolution geoid model using precise GPS observation and
 EH2017.processing techniques. It supersedes the leveled height previously
 EH2017.determined for this station.
 EH2017.The vertical order pertains to the first NAVD 88 superseded value.
 EH2017
 EH2017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2017
 EH2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2017
 EH2017.The ellipsoidal height was determined by GPS observations
 EH2017.and is referenced to NAD 83.
 EH2017
 EH2017.The geoid height was determined by GEOID03.
 EH2017
 EH2017.The dynamic height is computed by dividing the NAVD 88
 EH2017.geopotential number by the normal gravity value computed on the
 EH2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2017.degrees latitude (g = 980.6199 gals.).
 EH2017
 EH2017.The modeled gravity was interpolated from observed gravity values.
 EH2017
 EH2017;                    North         East     Units Scale Factor Converg.
 EH2017;SPC AR S     -   655,146.238   439,837.352   MT  1.00005060   +0 14 38.9
 EH2017;SPC AR S     - 2,149,425.62  1,443,033.05   sFT  1.00005060   +0 14 38.9
 EH2017;UTM  15      - 3,870,237.729   631,113.426   MT  0.99981187   +0 49 23.5
 EH2017
 EH2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2017!SPC AR S     -   0.99999392  x   1.00005060  =   1.00004452
 EH2017!UTM  15      -   0.99999392  x   0.99981187  =   0.99980579
 EH2017
 EH2017                          SUPERSEDED SURVEY CONTROL
 EH2017
 EH2017  NAVD 88 (06/15/91)   65.908  (m)          216.23   (f) ADJUSTED    1 2
 EH2017  NGVD 29 (??/??/??)   65.908  (m)          216.23   (f) ADJUSTED    1 2
 EH2017
 EH2017.Superseded values are not recommended for survey control.
 EH2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2017.See file dsdata.txt to determine how the superseded data were derived.
 EH2017
 EH2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3111370238(NAD 83)
 EH2017_MARKER: DB = BENCH MARK DISK
 EH2017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2017_SP_SET: FOUNDATION WALL
 EH2017_STAMPING: A 110 1954
 EH2017_MARK LOGO: CGS   
 EH2017_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2017+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 EH2017
 EH2017  HISTORY     - Date     Condition        Report By
 EH2017  HISTORY     - 1954     MONUMENTED       CGS
 EH2017  HISTORY     - 20020330 GOOD             USACE
 EH2017  HISTORY     - 20040901 GOOD             WOOLPT
 EH2017
 EH2017                          STATION DESCRIPTION
 EH2017
 EH2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2017'4.8 MI W FROM DES ARC.
 EH2017'3.9 MILES WEST ALONG STATE HIGHWAY 11 AND 38 FROM THE POST OFFICE AT
 EH2017'DES ARC, THENCE 0.9 MILE SOUTH ALONG STATE HIGHWAY 11, 0.1 MILE NORTH
 EH2017'OF A FARMHOUSE, 84.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8.6
 EH2017'FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF AN OLD
 EH2017'STEAM ENGINE, AT A SMALLER CONCRETE FOUNDATION, 0.8 FOOT ABOVE THE
 EH2017'GROUND, SET IN THE TOP OF THE CENTER OF THE FOUNDATION.
 EH2017
 EH2017                          STATION RECOVERY (2002)
 EH2017
 EH2017'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2017'RECOVERED IN GOOD CONDITION.
 EH2017
 EH2017                          STATION RECOVERY (2004)
 EH2017
 EH2017'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 EH2017'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1592 ***********************************************************************
 EH1592  DESIGNATION -  A 112
 EH1592  PID         -  EH1592
 EH1592  STATE/COUNTY-  AR/LINCOLN
 EH1592  USGS QUAD   -  CADES (1975)
 EH1592
 EH1592                         *CURRENT SURVEY CONTROL
 EH1592  ___________________________________________________________________
 EH1592* NAD 83(1986)-  34 03 01.     (N)    091 36 45.     (W)     SCALED    
 EH1592* NAVD 88     -        53.172  (meters)     174.45   (feet)  ADJUSTED  
 EH1592  ___________________________________________________________________
 EH1592  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EH1592  DYNAMIC HT  -          53.120 (meters)     174.28  (feet)  COMP
 EH1592  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 EH1592
 EH1592  VERT ORDER  -  FIRST     CLASS II
 EH1592
 EH1592.The horizontal coordinates were scaled from a topographic map and have
 EH1592.an estimated accuracy of +/- 6 seconds.
 EH1592
 EH1592.The orthometric height was determined by differential leveling
 EH1592.and adjusted by the National Geodetic Survey in August 1993..
 EH1592
 EH1592.The geoid height was determined by GEOID03.
 EH1592
 EH1592.The dynamic height is computed by dividing the NAVD 88
 EH1592.geopotential number by the normal gravity value computed on the
 EH1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1592.degrees latitude (g = 980.6199 gals.).
 EH1592
 EH1592.The modeled gravity was interpolated from observed gravity values.
 EH1592
 EH1592;                    North         East    Units  Estimated Accuracy
 EH1592;SPC AR S     -   553,530.      435,780.      MT  (+/- 180 meters Scaled)
 EH1592
 EH1592                          SUPERSEDED SURVEY CONTROL
 EH1592
 EH1592  NAVD 88 (06/15/91)   53.176  (m)          174.46   (f) UNKNOWN     1 2
 EH1592  NGVD 29 (??/??/??)   53.246  (m)          174.69   (f) ADJUSTED    1 2
 EH1592
 EH1592.Superseded values are not recommended for survey control.
 EH1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1592.See file dsdata.txt to determine how the superseded data were derived.
 EH1592
 EH1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT280685(NAD 83)
 EH1592_MARKER: DB = BENCH MARK DISK
 EH1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1592_STAMPING: A 112 1954
 EH1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1592+STABILITY: SURFACE MOTION
 EH1592
 EH1592  HISTORY     - Date     Condition        Report By
 EH1592  HISTORY     - 1954     MONUMENTED       CGS
 EH1592  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1592
 EH1592                          STATION DESCRIPTION
 EH1592
 EH1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1592'1.0 MI N FROM VARNER.
 EH1592'1.0 MILE NORTH ALONG THE ARKANSAS STATE PRISON FARM ROAD FROM THE
 EH1592'MISSOURI PACIFIC RAILROAD STATION SIGN AT VARNER, ON THE OUTSIDE OF A
 EH1592'CURVE IN THE ROAD, 42 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 5
 EH1592'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHEET METAL
 EH1592'BUILDING, 3.5 FEET SOUTHWEST OF A POWER POLE, 3.5 FEET SOUTHWEST OF A
 EH1592'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 EH1592'FOOT ABOVE THE GROUND.
 EH1592
 EH1592                          STATION RECOVERY (1984)
 EH1592
 EH1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1645 ***********************************************************************
 EH1645  DESIGNATION -  A 113
 EH1645  PID         -  EH1645
 EH1645  STATE/COUNTY-  AR/ARKANSAS
 EH1645  USGS QUAD   -  LODGE CORNER (1968)
 EH1645
 EH1645                         *CURRENT SURVEY CONTROL
 EH1645  ___________________________________________________________________
 EH1645* NAD 83(1986)-  34 22 26.     (N)    091 32 03.     (W)     SCALED    
 EH1645* NAVD 88     -        61.325  (meters)     201.20   (feet)  ADJUSTED  
 EH1645  ___________________________________________________________________
 EH1645  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EH1645  DYNAMIC HT  -          61.266 (meters)     201.00  (feet)  COMP
 EH1645  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 EH1645
 EH1645  VERT ORDER  -  FIRST     CLASS II
 EH1645
 EH1645.The horizontal coordinates were scaled from a topographic map and have
 EH1645.an estimated accuracy of +/- 6 seconds.
 EH1645
 EH1645.The orthometric height was determined by differential leveling
 EH1645.and adjusted by the National Geodetic Survey in August 1993..
 EH1645
 EH1645.The geoid height was determined by GEOID03.
 EH1645
 EH1645.The dynamic height is computed by dividing the NAVD 88
 EH1645.geopotential number by the normal gravity value computed on the
 EH1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1645.degrees latitude (g = 980.6199 gals.).
 EH1645
 EH1645.The modeled gravity was interpolated from observed gravity values.
 EH1645
 EH1645;                    North         East    Units  Estimated Accuracy
 EH1645;SPC AR S     -   589,450.      442,840.      MT  (+/- 180 meters Scaled)
 EH1645
 EH1645                          SUPERSEDED SURVEY CONTROL
 EH1645
 EH1645  NAVD 88 (06/15/91)   61.369  (m)          201.34   (f) UNKNOWN     1 2
 EH1645  NGVD 29 (??/??/??)   61.381  (m)          201.38   (f) ADJUSTED    1 2
 EH1645
 EH1645.Superseded values are not recommended for survey control.
 EH1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1645.See file dsdata.txt to determine how the superseded data were derived.
 EH1645
 EH1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU347045(NAD 83)
 EH1645_MARKER: DB = BENCH MARK DISK
 EH1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1645_STAMPING: A 113 1954
 EH1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1645+STABILITY: SURFACE MOTION
 EH1645
 EH1645  HISTORY     - Date     Condition        Report By
 EH1645  HISTORY     - 1954     MONUMENTED       CGS
 EH1645  HISTORY     - 1981     GOOD             LOCSUR
 EH1645  HISTORY     - 20030619 MARK NOT FOUND   USACE
 EH1645
 EH1645                          STATION DESCRIPTION
 EH1645
 EH1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1645'5.5 MI N FROM LODGES CORNER.
 EH1645'5.5 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGES
 EH1645'CORNER, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH
 EH1645'OF THE CENTE LINE OF AN EAST AND WEST ROAD, 3 FEET NORTH OF A
 EH1645'TELEPHONE POLE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 EH1645'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1645
 EH1645                          STATION RECOVERY (1981)
 EH1645
 EH1645'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH1645'RECOVERED IN GOOD CONDITION.
 EH1645
 EH1645                          STATION RECOVERY (2003)
 EH1645
 EH1645'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2365 ***********************************************************************
 EH2365  DESIGNATION -  A 114
 EH2365  PID         -  EH2365
 EH2365  STATE/COUNTY-  AR/PRAIRIE
 EH2365  USGS QUAD   -  SLOVAK (1994)
 EH2365
 EH2365                         *CURRENT SURVEY CONTROL
 EH2365  ___________________________________________________________________
 EH2365* NAD 83(1986)-  34 38 26.     (N)    091 34 22.     (W)     SCALED    
 EH2365* NAVD 88     -        66.560  (meters)     218.37   (feet)  ADJUSTED  
 EH2365  ___________________________________________________________________
 EH2365  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH2365  DYNAMIC HT  -          66.496 (meters)     218.16  (feet)  COMP
 EH2365  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 EH2365
 EH2365  VERT ORDER  -  FIRST     CLASS II
 EH2365
 EH2365.The horizontal coordinates were scaled from a topographic map and have
 EH2365.an estimated accuracy of +/- 6 seconds.
 EH2365
 EH2365.The orthometric height was determined by differential leveling
 EH2365.and adjusted by the National Geodetic Survey in June 1991..
 EH2365
 EH2365.The geoid height was determined by GEOID03.
 EH2365
 EH2365.The dynamic height is computed by dividing the NAVD 88
 EH2365.geopotential number by the normal gravity value computed on the
 EH2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2365.degrees latitude (g = 980.6199 gals.).
 EH2365
 EH2365.The modeled gravity was interpolated from observed gravity values.
 EH2365
 EH2365;                    North         East    Units  Estimated Accuracy
 EH2365;SPC AR S     -   619,020.      439,170.      MT  (+/- 180 meters Scaled)
 EH2365
 EH2365                          SUPERSEDED SURVEY CONTROL
 EH2365
 EH2365  NGVD 29 (??/??/??)   66.582  (m)          218.44   (f) ADJUSTED    1 2
 EH2365
 EH2365.Superseded values are not recommended for survey control.
 EH2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2365.See file dsdata.txt to determine how the superseded data were derived.
 EH2365
 EH2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU308341(NAD 83)
 EH2365_MARKER: DB = BENCH MARK DISK
 EH2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2365_STAMPING: A 114 1954
 EH2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2365+STABILITY: SURFACE MOTION
 EH2365
 EH2365  HISTORY     - Date     Condition        Report By
 EH2365  HISTORY     - 1954     MONUMENTED       CGS
 EH2365  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2365
 EH2365                          STATION DESCRIPTION
 EH2365
 EH2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2365'0.5 MI SE FROM SLOVAC.
 EH2365'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL AT
 EH2365'SLOVAC, 44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET WEST
 EH2365'OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 15 FEET SOUTH OF A
 EH2365'TELEPHONE POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 EH2365'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH2365
 EH2365                          STATION RECOVERY (2003)
 EH2365
 EH2365'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2365'MARK IS UNDERNEATH DIRT FILL FROM DITCH CLEANOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1404 ***********************************************************************
 EH1404  DESIGNATION -  A 115
 EH1404  PID         -  EH1404
 EH1404  STATE/COUNTY-  AR/ARKANSAS
 EH1404  USGS QUAD   -  ALMYRA (1968)
 EH1404
 EH1404                         *CURRENT SURVEY CONTROL
 EH1404  ___________________________________________________________________
 EH1404* NAD 83(1986)-  34 25 00.     (N)    091 25 03.     (W)     SCALED    
 EH1404* NAVD 88     -        62.066  (meters)     203.63   (feet)  ADJUSTED  
 EH1404  ___________________________________________________________________
 EH1404  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1404  DYNAMIC HT  -          62.006 (meters)     203.43  (feet)  COMP
 EH1404  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 EH1404
 EH1404  VERT ORDER  -  FIRST     CLASS II
 EH1404
 EH1404.The horizontal coordinates were scaled from a topographic map and have
 EH1404.an estimated accuracy of +/- 6 seconds.
 EH1404
 EH1404.The orthometric height was determined by differential leveling
 EH1404.and adjusted by the National Geodetic Survey in August 1993..
 EH1404
 EH1404.The geoid height was determined by GEOID03.
 EH1404
 EH1404.The dynamic height is computed by dividing the NAVD 88
 EH1404.geopotential number by the normal gravity value computed on the
 EH1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1404.degrees latitude (g = 980.6199 gals.).
 EH1404
 EH1404.The modeled gravity was interpolated from observed gravity values.
 EH1404
 EH1404;                    North         East    Units  Estimated Accuracy
 EH1404;SPC AR S     -   594,250.      453,550.      MT  (+/- 180 meters Scaled)
 EH1404
 EH1404                          SUPERSEDED SURVEY CONTROL
 EH1404
 EH1404  NAVD 88 (06/15/91)   62.117  (m)          203.80   (f) UNKNOWN     1 2
 EH1404  NGVD 29 (??/??/??)   62.123  (m)          203.82   (f) ADJUSTED    1 2
 EH1404
 EH1404.Superseded values are not recommended for survey control.
 EH1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1404.See file dsdata.txt to determine how the superseded data were derived.
 EH1404
 EH1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454094(NAD 83)
 EH1404_MARKER: DB = BENCH MARK DISK
 EH1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1404_STAMPING: A 115 1954
 EH1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1404+STABILITY: SURFACE MOTION
 EH1404
 EH1404  HISTORY     - Date     Condition        Report By
 EH1404  HISTORY     - 1954     MONUMENTED       CGS
 EH1404  HISTORY     - 20030415 MARK NOT FOUND   USACE
 EH1404
 EH1404                          STATION DESCRIPTION
 EH1404
 EH1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1404'1.1 MI NW FROM ALMYRA.
 EH1404'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA
 EH1404'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 30, 160 FEET WEST OF THE
 EH1404'SOUTHWEST CORNER OF A CEMETERY, 126 FEET WEST OF THE CENTER LINE OF
 EH1404'THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST,
 EH1404'7 FEET EAST OF TELEPHONE POLE, 1.5 FEET SOUTH OF A FENCE, 2 FEET EAST
 EH1404'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EH1404'0.4 FOOT ABOVE THE GROUND.
 EH1404
 EH1404                          STATION RECOVERY (2003)
 EH1404
 EH1404'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1373 ***********************************************************************
 EH1373  DESIGNATION -  A 116
 EH1373  PID         -  EH1373
 EH1373  STATE/COUNTY-  AR/ARKANSAS
 EH1373  USGS QUAD   -  DE WITT SW (1968)
 EH1373
 EH1373                         *CURRENT SURVEY CONTROL
 EH1373  ___________________________________________________________________
 EH1373* NAD 83(1986)-  34 17 53.     (N)    091 25 12.     (W)     SCALED    
 EH1373* NAVD 88     -        57.926  (meters)     190.05   (feet)  ADJUSTED  
 EH1373  ___________________________________________________________________
 EH1373  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EH1373  DYNAMIC HT  -          57.870 (meters)     189.86  (feet)  COMP
 EH1373  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 EH1373
 EH1373  VERT ORDER  -  FIRST     CLASS II
 EH1373
 EH1373.The horizontal coordinates were scaled from a topographic map and have
 EH1373.an estimated accuracy of +/- 6 seconds.
 EH1373
 EH1373.The orthometric height was determined by differential leveling
 EH1373.and adjusted by the National Geodetic Survey in August 1993..
 EH1373
 EH1373.The geoid height was determined by GEOID03.
 EH1373
 EH1373.The dynamic height is computed by dividing the NAVD 88
 EH1373.geopotential number by the normal gravity value computed on the
 EH1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1373.degrees latitude (g = 980.6199 gals.).
 EH1373
 EH1373.The modeled gravity was interpolated from observed gravity values.
 EH1373
 EH1373;                    North         East    Units  Estimated Accuracy
 EH1373;SPC AR S     -   581,090.      453,390.      MT  (+/- 180 meters Scaled)
 EH1373
 EH1373                          SUPERSEDED SURVEY CONTROL
 EH1373
 EH1373  NAVD 88 (06/15/91)   57.989  (m)          190.25   (f) UNKNOWN     1 2
 EH1373  NGVD 29 (??/??/??)   58.000  (m)          190.29   (f) ADJUSTED    1 2
 EH1373
 EH1373.Superseded values are not recommended for survey control.
 EH1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1373.See file dsdata.txt to determine how the superseded data were derived.
 EH1373
 EH1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT454963(NAD 83)
 EH1373_MARKER: DB = BENCH MARK DISK
 EH1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1373_STAMPING: A 116 1954
 EH1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1373+STABILITY: SURFACE MOTION
 EH1373
 EH1373  HISTORY     - Date     Condition        Report By
 EH1373  HISTORY     - 1954     MONUMENTED       CGS
 EH1373  HISTORY     - 20030521 POOR             USACE
 EH1373
 EH1373                          STATION DESCRIPTION
 EH1373
 EH1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1373'5.0 MI W FROM DEWITT.
 EH1373'5.0 MILES WEST ALONG STATE HIGHWAY 152 FROM THE COURTHOUSE AT DEWITT,
 EH1373'38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST OF THE
 EH1373'CENTER LINE OF A ROAD LEADING NORTH, 25 FEET WEST OF A TELEPHONE POLE,
 EH1373'22 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE, 1.5 FEET EAST
 EH1373'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EH1373'0.4 FOOT ABOVE THE GROUND.
 EH1373
 EH1373                          STATION RECOVERY (2003)
 EH1373
 EH1373'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1373'DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0829 ***********************************************************************
 DL0829  DESIGNATION -  A 119
 DL0829  PID         -  DL0829
 DL0829  STATE/COUNTY-  AR/LAFAYETTE
 DL0829  USGS QUAD   -  LEWISVILLE (1978)
 DL0829
 DL0829                         *CURRENT SURVEY CONTROL
 DL0829  ___________________________________________________________________
 DL0829* NAD 83(1986)-  33 21 32.     (N)    093 37 22.     (W)     SCALED    
 DL0829* NAVD 88     -        75.422  (meters)     247.45   (feet)  ADJUSTED  
 DL0829  ___________________________________________________________________
 DL0829  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DL0829  DYNAMIC HT  -          75.341 (meters)     247.18  (feet)  COMP
 DL0829  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DL0829
 DL0829  VERT ORDER  -  FIRST     CLASS II
 DL0829
 DL0829.The horizontal coordinates were scaled from a topographic map and have
 DL0829.an estimated accuracy of +/- 6 seconds.
 DL0829
 DL0829.The orthometric height was determined by differential leveling
 DL0829.and adjusted by the National Geodetic Survey in June 1991..
 DL0829
 DL0829.The geoid height was determined by GEOID03.
 DL0829
 DL0829.The dynamic height is computed by dividing the NAVD 88
 DL0829.geopotential number by the normal gravity value computed on the
 DL0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0829.degrees latitude (g = 980.6199 gals.).
 DL0829
 DL0829.The modeled gravity was interpolated from observed gravity values.
 DL0829
 DL0829;                    North         East    Units  Estimated Accuracy
 DL0829;SPC AR S     -   477,970.      248,970.      MT  (+/- 180 meters Scaled)
 DL0829
 DL0829                          SUPERSEDED SURVEY CONTROL
 DL0829
 DL0829  NGVD 29 (??/??/92)   75.459  (m)          247.57   (f) ADJ UNCH    1 2
 DL0829
 DL0829.Superseded values are not recommended for survey control.
 DL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0829.See file dsdata.txt to determine how the superseded data were derived.
 DL0829
 DL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS420912(NAD 83)
 DL0829_MARKER: DB = BENCH MARK DISK
 DL0829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0829_SP_SET: CULVERT
 DL0829_STAMPING: A 119 1934
 DL0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0829
 DL0829  HISTORY     - Date     Condition        Report By
 DL0829  HISTORY     - 1934     MONUMENTED       CGS
 DL0829  HISTORY     - 1963     GOOD             NGS
 DL0829
 DL0829                          STATION DESCRIPTION
 DL0829
 DL0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0829'2.6 MI W FROM LEWISVILLE.
 DL0829'2.6 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0829'LEWISVILLE, LAFAYETTE COUNTY, AT POLE 392+08, IN THE NORTH END OF A
 DL0829'CONCRETE CULVERT, ABOUT 60 FEET SOUTH OF U.S. HIGHWAY 82, AND 50 FEET
 DL0829'NORTH OF THE TRACK.  A STANDARD DISK, STAMPED A 119 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0351 ***********************************************************************
 DL0351  DESIGNATION -  A 12
 DL0351  PID         -  DL0351
 DL0351  STATE/COUNTY-  AR/OUACHITA
 DL0351  USGS QUAD   -  EAGLE MILLS (1985)
 DL0351
 DL0351                         *CURRENT SURVEY CONTROL
 DL0351  ___________________________________________________________________
 DL0351* NAD 83(1986)-  33 42 17.     (N)    092 39 42.     (W)     SCALED    
 DL0351* NAVD 88     -        65.501  (meters)     214.90   (feet)  ADJUSTED  
 DL0351  ___________________________________________________________________
 DL0351  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DL0351  DYNAMIC HT  -          65.435 (meters)     214.68  (feet)  COMP
 DL0351  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 DL0351
 DL0351  VERT ORDER  -  SECOND    CLASS 0
 DL0351
 DL0351.The horizontal coordinates were scaled from a topographic map and have
 DL0351.an estimated accuracy of +/- 6 seconds.
 DL0351
 DL0351.The orthometric height was determined by differential leveling
 DL0351.and adjusted by the National Geodetic Survey in June 1991..
 DL0351
 DL0351.The geoid height was determined by GEOID03.
 DL0351
 DL0351.The dynamic height is computed by dividing the NAVD 88
 DL0351.geopotential number by the normal gravity value computed on the
 DL0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0351.degrees latitude (g = 980.6199 gals.).
 DL0351
 DL0351.The modeled gravity was interpolated from observed gravity values.
 DL0351
 DL0351;                    North         East    Units  Estimated Accuracy
 DL0351;SPC AR S     -   515,330.      338,670.      MT  (+/- 180 meters Scaled)
 DL0351
 DL0351                          SUPERSEDED SURVEY CONTROL
 DL0351
 DL0351  NGVD 29 (??/??/92)   65.540  (m)          215.03   (f) ADJ UNCH    2 0
 DL0351
 DL0351.Superseded values are not recommended for survey control.
 DL0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0351.See file dsdata.txt to determine how the superseded data were derived.
 DL0351
 DL0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT313294(NAD 83)
 DL0351_MARKER: DB = BENCH MARK DISK
 DL0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0351_STAMPING: 215.157 A 12 1932
 DL0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0351+STABILITY: SURFACE MOTION
 DL0351
 DL0351  HISTORY     - Date     Condition        Report By
 DL0351  HISTORY     - 1932     MONUMENTED       CGS
 DL0351  HISTORY     - 1964     GOOD             NGS
 DL0351
 DL0351                          STATION DESCRIPTION
 DL0351
 DL0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0351'3 MI SW FROM BEARDEN.
 DL0351'ABOUT 3 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0351'THE STATION AT BEARDEN, OUACHITA COUNTY, ABOUT 5 POLES SOUTHWEST OF
 DL0351'MILEPOST 324, AT A ROAD CROSSING, 49 FEET NORTHWEST OF THE CENTER LINE
 DL0351'OF THE TRACK, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 5
 DL0351'FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED 215.157 A 12 1932
 DL0351'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 15 FT SE OF A
 DL0351'DIM ROAD THAT PARALLELS THE TRACKS.
 DL0351
 DL0351                          STATION RECOVERY (1964)
 DL0351
 DL0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0523 ***********************************************************************
 DL0523  DESIGNATION -  A 120
 DL0523  PID         -  DL0523
 DL0523  STATE/COUNTY-  AR/OUACHITA
 DL0523  USGS QUAD   -  STEPHENS (1976)
 DL0523
 DL0523                         *CURRENT SURVEY CONTROL
 DL0523  ___________________________________________________________________
 DL0523* NAD 83(1986)-  33 24 12.     (N)    093 05 49.     (W)     SCALED    
 DL0523* NAVD 88     -        57.626  (meters)     189.06   (feet)  ADJUSTED  
 DL0523  ___________________________________________________________________
 DL0523  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DL0523  DYNAMIC HT  -          57.565 (meters)     188.86  (feet)  COMP
 DL0523  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DL0523
 DL0523  VERT ORDER  -  SECOND    CLASS 0
 DL0523
 DL0523.The horizontal coordinates were scaled from a topographic map and have
 DL0523.an estimated accuracy of +/- 6 seconds.
 DL0523
 DL0523.The orthometric height was determined by differential leveling
 DL0523.and adjusted by the National Geodetic Survey in June 1991..
 DL0523
 DL0523.The geoid height was determined by GEOID03.
 DL0523
 DL0523.The dynamic height is computed by dividing the NAVD 88
 DL0523.geopotential number by the normal gravity value computed on the
 DL0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0523.degrees latitude (g = 980.6199 gals.).
 DL0523
 DL0523.The modeled gravity was interpolated from observed gravity values.
 DL0523
 DL0523;                    North         East    Units  Estimated Accuracy
 DL0523;SPC AR S     -   482,250.      297,960.      MT  (+/- 180 meters Scaled)
 DL0523
 DL0523                          SUPERSEDED SURVEY CONTROL
 DL0523
 DL0523  NGVD 29 (??/??/92)   57.63   (m)          189.1    (f) COMPUTED    2 0
 DL0523
 DL0523.Superseded values are not recommended for survey control.
 DL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0523.See file dsdata.txt to determine how the superseded data were derived.
 DL0523
 DL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS909960(NAD 83)
 DL0523_MARKER: DB = BENCH MARK DISK
 DL0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0523_STAMPING: A 120 1934
 DL0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0523+STABILITY: SURFACE MOTION
 DL0523
 DL0523  HISTORY     - Date     Condition        Report By
 DL0523  HISTORY     - 1934     MONUMENTED       CGS
 DL0523  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0523
 DL0523                          STATION DESCRIPTION
 DL0523
 DL0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0523'2.0 MI W FROM STEPHENS.
 DL0523'2.0 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM STEPHENS,
 DL0523'OUACHITA COUNTY, 225 YARDS EAST OF MILEPOST 360, 100 FEET SOUTHWEST OF
 DL0523'A ROAD CROSSING, 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 12 FEET
 DL0523'NORTHWEST OF THE CENTERLINE OF A WAGON ROAD, AND 5 FEET SOUTHEAST OF A
 DL0523'FENCE.  A STANDARD DISK, STAMPED A 120 1934 AND SET IN THE TOP OF A
 DL0523'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0673 ***********************************************************************
 DL0673  DESIGNATION -  A 121
 DL0673  PID         -  DL0673
 DL0673  STATE/COUNTY-  AR/COLUMBIA
 DL0673  USGS QUAD   -  MAGNOLIA (1968)
 DL0673
 DL0673                         *CURRENT SURVEY CONTROL
 DL0673  ___________________________________________________________________
 DL0673* NAD 83(1986)-  33 15 53.     (N)    093 12 26.     (W)     SCALED    
 DL0673* NAVD 88     -        90.312  (meters)     296.30   (feet)  ADJUSTED  
 DL0673  ___________________________________________________________________
 DL0673  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DL0673  DYNAMIC HT  -          90.215 (meters)     295.98  (feet)  COMP
 DL0673  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 DL0673
 DL0673  VERT ORDER  -  SECOND    CLASS 0
 DL0673
 DL0673.The horizontal coordinates were scaled from a topographic map and have
 DL0673.an estimated accuracy of +/- 6 seconds.
 DL0673
 DL0673.The orthometric height was determined by differential leveling
 DL0673.and adjusted by the National Geodetic Survey in June 1991..
 DL0673
 DL0673.The geoid height was determined by GEOID03.
 DL0673
 DL0673.The dynamic height is computed by dividing the NAVD 88
 DL0673.geopotential number by the normal gravity value computed on the
 DL0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0673.degrees latitude (g = 980.6199 gals.).
 DL0673
 DL0673.The modeled gravity was interpolated from observed gravity values.
 DL0673
 DL0673;                    North         East    Units  Estimated Accuracy
 DL0673;SPC AR S     -   467,000.      287,520.      MT  (+/- 180 meters Scaled)
 DL0673
 DL0673                          SUPERSEDED SURVEY CONTROL
 DL0673
 DL0673  NGVD 29 (??/??/92)   90.352  (m)          296.43   (f) ADJ UNCH    2 0
 DL0673
 DL0673.Superseded values are not recommended for survey control.
 DL0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0673.See file dsdata.txt to determine how the superseded data were derived.
 DL0673
 DL0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS807806(NAD 83)
 DL0673_MARKER: DD = SURVEY DISK
 DL0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0673_STAMPING: A 121 1934
 DL0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0673+STABILITY: SURFACE MOTION
 DL0673
 DL0673  HISTORY     - Date     Condition        Report By
 DL0673  HISTORY     - 1934     MONUMENTED       USGS
 DL0673  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0673
 DL0673                          STATION DESCRIPTION
 DL0673
 DL0673'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 DL0673'2 MI E FROM MAGNOLIA.
 DL0673'2 MILES EAST ALONG U.S. HIGHWAY 82 FROM MAGNOLIA, 75 FEET SOUTHEAST OF
 DL0673'A FARMHOUSE, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 15
 DL0673'FEET SOUTHEAST OF AN OAK TREE.  A STANDARD DISK, STAMPED A 121 1934
 DL0673'AND SET IN THE TOP OF A CONCRETE POST.
 DL0673
 DL0673                          STATION RECOVERY (1966)
 DL0673
 DL0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DL0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0118 ***********************************************************************
 GG0118  DESIGNATION -  A 124
 GG0118  PID         -  GG0118
 GG0118  STATE/COUNTY-  AR/BENTON
 GG0118  USGS QUAD   -  GRAVETTE (1981)
 GG0118
 GG0118                         *CURRENT SURVEY CONTROL
 GG0118  ___________________________________________________________________
 GG0118* NAD 83(1986)-  36 26 41.     (N)    094 27 47.     (W)     SCALED    
 GG0118* NAVD 88     -       330.614  (meters)    1084.69   (feet)  ADJUSTED  
 GG0118  ___________________________________________________________________
 GG0118  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GG0118  DYNAMIC HT  -         330.337 (meters)    1083.78  (feet)  COMP
 GG0118  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 GG0118
 GG0118  VERT ORDER  -  SECOND    CLASS 0
 GG0118
 GG0118.The horizontal coordinates were scaled from a topographic map and have
 GG0118.an estimated accuracy of +/- 6 seconds.
 GG0118
 GG0118.The orthometric height was determined by differential leveling
 GG0118.and adjusted by the National Geodetic Survey in June 1991..
 GG0118
 GG0118.The geoid height was determined by GEOID03.
 GG0118
 GG0118.The dynamic height is computed by dividing the NAVD 88
 GG0118.geopotential number by the normal gravity value computed on the
 GG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0118.degrees latitude (g = 980.6199 gals.).
 GG0118
 GG0118.The modeled gravity was interpolated from observed gravity values.
 GG0118
 GG0118;                    North         East    Units  Estimated Accuracy
 GG0118;SPC AR N     -   237,020.      179,190.      MT  (+/- 180 meters Scaled)
 GG0118
 GG0118                          SUPERSEDED SURVEY CONTROL
 GG0118
 GG0118  NGVD 29 (??/??/92)  330.492  (m)         1084.29   (f) ADJ UNCH    2 0
 GG0118
 GG0118.Superseded values are not recommended for survey control.
 GG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0118.See file dsdata.txt to determine how the superseded data were derived.
 GG0118
 GG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA688342(NAD 83)
 GG0118_MARKER: DB = BENCH MARK DISK
 GG0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0118_STAMPING: A 124 1935
 GG0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0118+STABILITY: SURFACE MOTION
 GG0118
 GG0118  HISTORY     - Date     Condition        Report By
 GG0118  HISTORY     - 1935     MONUMENTED       CGS
 GG0118  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0118  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0118
 GG0118                          STATION DESCRIPTION
 GG0118
 GG0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0118'1.6 MI N FROM GRAVETTE.
 GG0118'1.6 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 GG0118'GRAVETTE, 4 POLES SOUTH OF MILEPOST 208, AT THE SOUTH END OF A
 GG0118'CUT, AND 30 FEET EAST OF THE TRACK AND SET IN THE TOP OF A
 GG0118'CONCRETE POST.
 GG0118
 GG0118                          STATION RECOVERY (1987)
 GG0118
 GG0118'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0679 ***********************************************************************
 FG0679  DESIGNATION -  A 125
 FG0679  PID         -  FG0679
 FG0679  STATE/COUNTY-  AR/VAN BUREN
 FG0679  USGS QUAD   -  LOST CORNER (1980)
 FG0679
 FG0679                         *CURRENT SURVEY CONTROL
 FG0679  ___________________________________________________________________
 FG0679* NAD 83(1986)-  35 35 35.     (N)    092 48 17.     (W)     SCALED    
 FG0679* NAVD 88     -       497.771  (meters)    1633.10   (feet)  ADJUSTED  
 FG0679  ___________________________________________________________________
 FG0679  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FG0679  DYNAMIC HT  -         497.289 (meters)    1631.52  (feet)  COMP
 FG0679  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FG0679
 FG0679  VERT ORDER  -  SECOND    CLASS 0
 FG0679
 FG0679.The horizontal coordinates were scaled from a topographic map and have
 FG0679.an estimated accuracy of +/- 6 seconds.
 FG0679
 FG0679.The orthometric height was determined by differential leveling
 FG0679.and adjusted by the National Geodetic Survey in June 1991..
 FG0679
 FG0679.The geoid height was determined by GEOID03.
 FG0679
 FG0679.The dynamic height is computed by dividing the NAVD 88
 FG0679.geopotential number by the normal gravity value computed on the
 FG0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0679.degrees latitude (g = 980.6199 gals.).
 FG0679
 FG0679.The modeled gravity was interpolated from observed gravity values.
 FG0679
 FG0679;                    North         East    Units  Estimated Accuracy
 FG0679;SPC AR N     -   140,050.      327,080.      MT  (+/- 180 meters Scaled)
 FG0679
 FG0679                          SUPERSEDED SURVEY CONTROL
 FG0679
 FG0679  NGVD 29 (??/??/92)  497.705  (m)         1632.89   (f) ADJ UNCH    2 0
 FG0679
 FG0679.Superseded values are not recommended for survey control.
 FG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0679.See file dsdata.txt to determine how the superseded data were derived.
 FG0679
 FG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV176388(NAD 83)
 FG0679_MARKER: DB = BENCH MARK DISK
 FG0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0679_STAMPING: A 125 1935
 FG0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0679+STABILITY: SURFACE MOTION
 FG0679
 FG0679  HISTORY     - Date     Condition        Report By
 FG0679  HISTORY     - 1935     MONUMENTED       CGS
 FG0679
 FG0679                          STATION DESCRIPTION
 FG0679
 FG0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0679'1.9 MI E FROM LOST CORNER.
 FG0679'IN VAN BUREN COUNTY, 1.9 MILES EAST ALONG THE ALREAD ROAD FROM THE
 FG0679'JUNCTION OF THE OAK MOUNTAIN ROAD AT LOST CORNER, POPE COUNTY, 120
 FG0679'FEET NORTH OF THE NORTH END OF A SMALL LOG HOUSE, 26 FEET EAST OF THE
 FG0679'CENTERLINE OF THE ROAD, 35 FEET SOUTH OF A BLAZED 33-INCH OAK TREE,
 FG0679'AND SET NEAR A FARMHOUSE.  A STANDARD DISK, STAMPED A 125 1935 AND SET
 FG0679'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1061 ***********************************************************************
 FG1061  DESIGNATION -  A 127
 FG1061  PID         -  FG1061
 FG1061  STATE/COUNTY-  AR/POPE
 FG1061  USGS QUAD   -  DELAWARE (1993)
 FG1061
 FG1061                         *CURRENT SURVEY CONTROL
 FG1061  ___________________________________________________________________
 FG1061* NAD 83(1986)-  35 21 11.     (N)    093 15 35.     (W)     SCALED    
 FG1061* NAVD 88     -       253.482  (meters)     831.63   (feet)  ADJUSTED  
 FG1061  ___________________________________________________________________
 FG1061  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1061  DYNAMIC HT  -         253.243 (meters)     830.85  (feet)  COMP
 FG1061  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 FG1061
 FG1061  VERT ORDER  -  FIRST     CLASS II
 FG1061
 FG1061.The horizontal coordinates were scaled from a topographic map and have
 FG1061.an estimated accuracy of +/- 6 seconds.
 FG1061
 FG1061.The orthometric height was determined by differential leveling
 FG1061.and adjusted by the National Geodetic Survey in June 1991..
 FG1061.WARNING-Repeat measurements at this control monument indicate possible
 FG1061.vertical movement.
 FG1061
 FG1061.The geoid height was determined by GEOID03.
 FG1061
 FG1061.The dynamic height is computed by dividing the NAVD 88
 FG1061.geopotential number by the normal gravity value computed on the
 FG1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1061.degrees latitude (g = 980.6199 gals.).
 FG1061
 FG1061.The modeled gravity was interpolated from observed gravity values.
 FG1061
 FG1061;                    North         East    Units  Estimated Accuracy
 FG1061;SPC AR N     -   113,860.      285,510.      MT  (+/- 180 meters Scaled)
 FG1061
 FG1061                          SUPERSEDED SURVEY CONTROL
 FG1061
 FG1061  NGVD 29 (??/??/92)  253.431  (m)          831.46   (f) ADJ UNCH    1 2
 FG1061
 FG1061.Superseded values are not recommended for survey control.
 FG1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1061.See file dsdata.txt to determine how the superseded data were derived.
 FG1061
 FG1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV764122(NAD 83)
 FG1061_MARKER: DB = BENCH MARK DISK
 FG1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1061_STAMPING: A-127 1935
 FG1061_MARK LOGO: CGS   
 FG1061_PROJECTION: PROJECTING 20 CENTIMETERS
 FG1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1061+STABILITY: SURFACE MOTION
 FG1061
 FG1061  HISTORY     - Date     Condition        Report By
 FG1061  HISTORY     - 1935     MONUMENTED       CGS
 FG1061  HISTORY     - 1984     POOR             NGS
 FG1061  HISTORY     - 1987     GOOD             USPSQD
 FG1061  HISTORY     - 1988     GOOD             USPSQD
 FG1061  HISTORY     - 1989     GOOD             USPSQD
 FG1061  HISTORY     - 1990     GOOD             USPSQD
 FG1061
 FG1061                          STATION DESCRIPTION
 FG1061
 FG1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1061'2.0 MI N FROM LONDON.
 FG1061'2.0 MILE NORTH OF, ALONG LONDON-AUGSBURG RD., FROM THE MISSOURI
 FG1061'PACIFIC RR. STATION.  ABOUT 108 FEET NORTH OF NORTHEAST CORNER OF DAVE
 FG1061'BOOKER FARM HOUSE.  87.4 FEET NORTH OF CEDAR TREE AT NORTHEAST CORNER
 FG1061'OF BOOKER YARD.  40 FEET NORTH OF LONDON-AUGSBURG ROAD. 40 FEET
 FG1061'NORTHWEST OF ROAD LEADING NORTHEAST. 35.8 FEET NORTHEAST OF OAK TREE 3
 FG1061'FT. IN DIAMETER AT BASE, BLAZED AND PAINTED B.M. TABLET SET IN PRECAST
 FG1061'CONCRETE POST.
 FG1061
 FG1061                          STATION RECOVERY (1984)
 FG1061
 FG1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1061'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK WAS
 FG1061'FOUND AT THE BASE OF A FORMOSA TREE AND TILTED A SMALL AMOUNT, AN
 FG1061'ELEVATION CHANGE IS POSSIBLE DUE TO THE GROWTH OF THE TREE.  0.2 KM
 FG1061'(0.1 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN LONDON,
 FG1061'THENCE 2.7 KM (1.7 MI) NORTH ALONG STATE HIGHWAY 333, IS SET ON THE
 FG1061'SOUTH SIDE AT THE BASE OF A THREE TRUNK FORMOSAS TREE, ON THE PROPERTY
 FG1061'OF MR. TRUMAN SIMMS, 43.18 METERS (170.0 FT) NORTHEAST OF THE
 FG1061'CENTERLINE OF HIGHWAY 333, 16.76 METERS (55.0 FT) SOUTH OF THE
 FG1061'SOUTHWEST CORNER OF A SMALL WOOD FRAMED HOUSE, AND 8.53 METERS
 FG1061'(28.0 FT) WEST OF A POWERLINE AND TELEPHONE LINE JUNCTION POLE.
 FG1061'THE MARK IS 0.6 M ABOVE HIGHWAY 333.
 FG1061
 FG1061                          STATION RECOVERY (1987)
 FG1061
 FG1061'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1061'RECOVERED IN GOOD CONDITION.
 FG1061
 FG1061                          STATION RECOVERY (1988)
 FG1061
 FG1061'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1061'RECOVERED IN GOOD CONDITION.
 FG1061
 FG1061                          STATION RECOVERY (1989)
 FG1061
 FG1061'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1061'RECOVERED IN GOOD CONDITION.
 FG1061
 FG1061                          STATION RECOVERY (1990)
 FG1061
 FG1061'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0924 ***********************************************************************
 FG0924  DESIGNATION -  A 128
 FG0924  PID         -  FG0924
 FG0924  STATE/COUNTY-  AR/JOHNSON
 FG0924  USGS QUAD   -  ROSETTA (1980)
 FG0924
 FG0924                         *CURRENT SURVEY CONTROL
 FG0924  ___________________________________________________________________
 FG0924* NAD 83(1986)-  35 37 49.     (N)    093 18 01.     (W)     SCALED    
 FG0924* NAVD 88     -       236.154  (meters)     774.78   (feet)  ADJUSTED  
 FG0924  ___________________________________________________________________
 FG0924  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FG0924  DYNAMIC HT  -         235.933 (meters)     774.06  (feet)  COMP
 FG0924  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FG0924
 FG0924  VERT ORDER  -  SECOND    CLASS 0
 FG0924
 FG0924.The horizontal coordinates were scaled from a topographic map and have
 FG0924.an estimated accuracy of +/- 6 seconds.
 FG0924
 FG0924.The orthometric height was determined by differential leveling
 FG0924.and adjusted by the National Geodetic Survey in June 1991..
 FG0924
 FG0924.The geoid height was determined by GEOID03.
 FG0924
 FG0924.The dynamic height is computed by dividing the NAVD 88
 FG0924.geopotential number by the normal gravity value computed on the
 FG0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0924.degrees latitude (g = 980.6199 gals.).
 FG0924
 FG0924.The modeled gravity was interpolated from observed gravity values.
 FG0924
 FG0924;                    North         East    Units  Estimated Accuracy
 FG0924;SPC AR N     -   144,660.      282,230.      MT  (+/- 180 meters Scaled)
 FG0924
 FG0924                          SUPERSEDED SURVEY CONTROL
 FG0924
 FG0924  NGVD 29 (??/??/92)  236.107  (m)          774.63   (f) ADJ UNCH    2 0
 FG0924
 FG0924.Superseded values are not recommended for survey control.
 FG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0924.See file dsdata.txt to determine how the superseded data were derived.
 FG0924
 FG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV728429(NAD 83)
 FG0924_MARKER: DB = BENCH MARK DISK
 FG0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0924_STAMPING: A-128 1935
 FG0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0924+STABILITY: SURFACE MOTION
 FG0924
 FG0924  HISTORY     - Date     Condition        Report By
 FG0924  HISTORY     - 1935     MONUMENTED       CGS
 FG0924
 FG0924                          STATION DESCRIPTION
 FG0924
 FG0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0924'6.2 MI SW FROM FT. DOUGLAS.
 FG0924'ABOUT 1.9 MILE SOUTH OF VICINITY OF 4.3 MILES SOUTHWEST OF FT. DOUGLAS
 FG0924'ALONG ST. HWY. 123.  AT JUNCTION OF ST. HWY. NO. 123 AND MT. LEVI
 FG0924'ROAD.  ABOUT CENTER OF TRIANGLE FORMED BY ROAD FORKS AND CROSS OVER.
 FG0924'42 FEET SOUTHWEST OF CENTERLINE OF CROSS OVER ROAD.  41 FEET NORTHWEST
 FG0924'OF CENTERLINE OF ST. HWY. 123.  32 FEET EAST OF CENTER OF MT. LEVI
 FG0924'ROAD.  18.4 FEET NORTHEAST OF PINE TREE 1.5 FT. IN DIAMETER AT BASE,
 FG0924'BLAZED AND PAINTED B.M.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1022 ***********************************************************************
 DK1022  DESIGNATION -  A 13
 DK1022  PID         -  DK1022
 DK1022  STATE/COUNTY-  AR/ASHLEY
 DK1022  USGS QUAD   -  MONTROSE (1981)
 DK1022
 DK1022                         *CURRENT SURVEY CONTROL
 DK1022  ___________________________________________________________________
 DK1022* NAD 83(1986)-  33 17 54.     (N)    091 29 32.     (W)     SCALED    
 DK1022* NAVD 88     -        38.275  (meters)     125.57   (feet)  ADJUSTED  
 DK1022  ___________________________________________________________________
 DK1022  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DK1022  DYNAMIC HT  -          38.235 (meters)     125.44  (feet)  COMP
 DK1022  MODELED GRAV-     979,583.3   (mgal)                       NAVD 88
 DK1022
 DK1022  VERT ORDER  -  FIRST     CLASS II
 DK1022
 DK1022.The horizontal coordinates were scaled from a topographic map and have
 DK1022.an estimated accuracy of +/- 6 seconds.
 DK1022
 DK1022.The orthometric height was determined by differential leveling
 DK1022.and adjusted by the National Geodetic Survey in June 1991..
 DK1022.WARNING-Repeat measurements at this control monument indicate possible
 DK1022.vertical movement.
 DK1022
 DK1022.The geoid height was determined by GEOID03.
 DK1022
 DK1022.The dynamic height is computed by dividing the NAVD 88
 DK1022.geopotential number by the normal gravity value computed on the
 DK1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1022.degrees latitude (g = 980.6199 gals.).
 DK1022
 DK1022.The modeled gravity was interpolated from observed gravity values.
 DK1022
 DK1022;                    North         East    Units  Estimated Accuracy
 DK1022;SPC AR S     -   470,180.      447,290.      MT  (+/- 180 meters Scaled)
 DK1022
 DK1022                          SUPERSEDED SURVEY CONTROL
 DK1022
 DK1022  NGVD 29 (??/??/??)   38.384  (m)          125.93   (f) ADJUSTED    1 2
 DK1022
 DK1022.Superseded values are not recommended for survey control.
 DK1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1022.See file dsdata.txt to determine how the superseded data were derived.
 DK1022
 DK1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS403853(NAD 83)
 DK1022_MARKER: DB = BENCH MARK DISK
 DK1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1022_STAMPING: A 13 1932
 DK1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1022+STABILITY: SURFACE MOTION
 DK1022
 DK1022  HISTORY     - Date     Condition        Report By
 DK1022  HISTORY     - 1932     MONUMENTED       CGS
 DK1022  HISTORY     - 1939     GOOD             CGS
 DK1022  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1022  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1022
 DK1022                          STATION DESCRIPTION
 DK1022
 DK1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1022'IN MONTROSE.
 DK1022'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED IN THE TOWN
 DK1022'OF MONTROSE AT THE CROSSING OF THE MO. PAC. R.R. AND A BRANCH LINE. 68
 DK1022'FEET EAST OF POLE NO. 443 - 20.  131 FEET EAST OF THE CENTER LINE OF
 DK1022'THE MAIN TRACK.  28 FEET NORTH OF THE CENTER LINE OF THE BRANCH TRACK.
 DK1022'NOTE-- THE EAST SIDE OF THE POST IS BROKEN OFF TO THE THE EAST EDGE
 DK1022'OF THE DISK.
 DK1022
 DK1022                          STATION RECOVERY (1977)
 DK1022
 DK1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1022'MARK NOT FOUND.
 DK1022
 DK1022                          STATION RECOVERY (1977)
 DK1022
 DK1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0752 ***********************************************************************
 FG0752  DESIGNATION -  A 130
 FG0752  PID         -  FG0752
 FG0752  STATE/COUNTY-  AR/NEWTON
 FG0752  USGS QUAD   -  MT JUDEA (1980)
 FG0752
 FG0752                         *CURRENT SURVEY CONTROL
 FG0752  ___________________________________________________________________
 FG0752* NAD 83(1986)-  35 56 16.     (N)    093 04 01.     (W)     SCALED    
 FG0752* NAVD 88     -       281.302  (meters)     922.90   (feet)  ADJUSTED  
 FG0752  ___________________________________________________________________
 FG0752  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FG0752  DYNAMIC HT  -         281.047 (meters)     922.07  (feet)  COMP
 FG0752  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 FG0752
 FG0752  VERT ORDER  -  SECOND    CLASS 0
 FG0752
 FG0752.The horizontal coordinates were scaled from a topographic map and have
 FG0752.an estimated accuracy of +/- 6 seconds.
 FG0752
 FG0752.The orthometric height was determined by differential leveling
 FG0752.and adjusted by the National Geodetic Survey in June 1991..
 FG0752
 FG0752.The geoid height was determined by GEOID03.
 FG0752
 FG0752.The dynamic height is computed by dividing the NAVD 88
 FG0752.geopotential number by the normal gravity value computed on the
 FG0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0752.degrees latitude (g = 980.6199 gals.).
 FG0752
 FG0752.The modeled gravity was interpolated from observed gravity values.
 FG0752
 FG0752;                    North         East    Units  Estimated Accuracy
 FG0752;SPC AR N     -   178,520.      303,730.      MT  (+/- 180 meters Scaled)
 FG0752
 FG0752                          SUPERSEDED SURVEY CONTROL
 FG0752
 FG0752  NGVD 29 (??/??/92)  281.206  (m)          922.59   (f) ADJ UNCH    2 0
 FG0752
 FG0752.Superseded values are not recommended for survey control.
 FG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0752.See file dsdata.txt to determine how the superseded data were derived.
 FG0752
 FG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV939770(NAD 83)
 FG0752_MARKER: DB = BENCH MARK DISK
 FG0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0752_STAMPING: A 130 1935
 FG0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0752+STABILITY: SURFACE MOTION
 FG0752
 FG0752  HISTORY     - Date     Condition        Report By
 FG0752  HISTORY     - 1935     MONUMENTED       CGS
 FG0752
 FG0752                          STATION DESCRIPTION
 FG0752
 FG0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0752'1.9 MI NW FROM MT JUDEA.
 FG0752'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF CAVE
 FG0752'CREEK ROAD AT MT. JUDEA, NEWTON COUNTY, AT SWAGGER CAMP GROUND, 0.4
 FG0752'MILE SOUTHEAST OF A FORD ACROSS BIG CREEK, 28 FEET SOUTH OF THE
 FG0752'CENTERLINE OF THE HIGHWAY, 23 FEET NORTH OF A CABIN, 5 FEET WEST OF A
 FG0752'NORTHEAST FENCE CORNER, AND 2 1/2 FEET NORTH OF A FENCE.  A STANDARD
 FG0752'DISK, STAMPED A 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0264 ***********************************************************************
 EK0264  DESIGNATION -  A 131
 EK0264  PID         -  EK0264
 EK0264  STATE/COUNTY-  AR/HOWARD
 EK0264  USGS QUAD   -  UMPIRE (1986)
 EK0264
 EK0264                         *CURRENT SURVEY CONTROL
 EK0264  ___________________________________________________________________
 EK0264* NAD 83(1986)-  34 17 45.     (N)    094 02 08.     (W)     SCALED    
 EK0264* NAVD 88     -       274.728  (meters)     901.34   (feet)  ADJUSTED  
 EK0264  ___________________________________________________________________
 EK0264  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 EK0264  DYNAMIC HT  -         274.446 (meters)     900.41  (feet)  COMP
 EK0264  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 EK0264
 EK0264  VERT ORDER  -  SECOND    CLASS 0
 EK0264
 EK0264.The horizontal coordinates were scaled from a topographic map and have
 EK0264.an estimated accuracy of +/- 6 seconds.
 EK0264
 EK0264.The orthometric height was determined by differential leveling
 EK0264.and adjusted by the National Geodetic Survey in June 1991..
 EK0264
 EK0264.The geoid height was determined by GEOID03.
 EK0264
 EK0264.The dynamic height is computed by dividing the NAVD 88
 EK0264.geopotential number by the normal gravity value computed on the
 EK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0264.degrees latitude (g = 980.6199 gals.).
 EK0264
 EK0264.The modeled gravity was interpolated from observed gravity values.
 EK0264
 EK0264;                    North         East    Units  Estimated Accuracy
 EK0264;SPC AR S     -   582,560.      212,630.      MT  (+/- 180 meters Scaled)
 EK0264
 EK0264                          SUPERSEDED SURVEY CONTROL
 EK0264
 EK0264  NGVD 29 (??/??/92)  274.680  (m)          901.18   (f) ADJ UNCH    2 0
 EK0264
 EK0264.Superseded values are not recommended for survey control.
 EK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0264.See file dsdata.txt to determine how the superseded data were derived.
 EK0264
 EK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT047954(NAD 83)
 EK0264_MARKER: DB = BENCH MARK DISK
 EK0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0264_STAMPING: A-131 1935
 EK0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0264+STABILITY: SURFACE MOTION
 EK0264
 EK0264  HISTORY     - Date     Condition        Report By
 EK0264  HISTORY     - 1935     MONUMENTED       CGS
 EK0264  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0264  HISTORY     - 1983     MARK NOT FOUND   USGS
 EK0264
 EK0264                          STATION DESCRIPTION
 EK0264
 EK0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0264'1.9 MI NE FROM UMPIRE.
 EK0264'1.9 MILES NORTHEAST OF, ALONG THE MINEOLA-UMPIRE ROAD, FROM
 EK0264'UMPIRE SCHOOL.  ABOUT .1 MILE NORTH OF AN OLD FARMYARD AT EAST
 EK0264'SIDE OF CURVE, .1 MILE SOUTH OF CURVE NORTHEASTWARD ALONG
 EK0264'ABANDONED RAILWAY, ABOUT 165 FEET NORTH OF JUNCTION OF A DIM ROAD
 EK0264'NORTHWEST OF WEST SIDE OF ROAD, 22.5 FEET WEST OF ROAD CENTERLINE,
 EK0264'11 FEET NORTHWEST OF A BLAZED PINE TREE .5 FT. IN DIAMETER.
 EK0264'TABLET SET IN PRECAST CONCRETE POST.
 EK0264
 EK0264                          STATION RECOVERY (1961)
 EK0264
 EK0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0264'MARK NOT FOUND.
 EK0264
 EK0264                          STATION RECOVERY (1983)
 EK0264
 EK0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EK0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0224 ***********************************************************************
 EK0224  DESIGNATION -  A 132
 EK0224  PID         -  EK0224
 EK0224  STATE/COUNTY-  AR/HOWARD
 EK0224  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0224
 EK0224                         *CURRENT SURVEY CONTROL
 EK0224  ___________________________________________________________________
 EK0224* NAD 83(1986)-  34 17 24.     (N)    094 13 07.     (W)     SCALED    
 EK0224* NAVD 88     -       274.288  (meters)     899.89   (feet)  ADJUSTED  
 EK0224  ___________________________________________________________________
 EK0224  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 EK0224  DYNAMIC HT  -         274.007 (meters)     898.97  (feet)  COMP
 EK0224  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 EK0224
 EK0224  VERT ORDER  -  SECOND    CLASS 0
 EK0224
 EK0224.The horizontal coordinates were scaled from a topographic map and have
 EK0224.an estimated accuracy of +/- 6 seconds.
 EK0224
 EK0224.The orthometric height was determined by differential leveling
 EK0224.and adjusted by the National Geodetic Survey in June 1991..
 EK0224
 EK0224.The geoid height was determined by GEOID03.
 EK0224
 EK0224.The dynamic height is computed by dividing the NAVD 88
 EK0224.geopotential number by the normal gravity value computed on the
 EK0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0224.degrees latitude (g = 980.6199 gals.).
 EK0224
 EK0224.The modeled gravity was interpolated from observed gravity values.
 EK0224
 EK0224;                    North         East    Units  Estimated Accuracy
 EK0224;SPC AR S     -   582,260.      195,760.      MT  (+/- 180 meters Scaled)
 EK0224
 EK0224                          SUPERSEDED SURVEY CONTROL
 EK0224
 EK0224  NGVD 29 (??/??/92)  274.242  (m)          899.74   (f) ADJ UNCH    2 0
 EK0224
 EK0224.Superseded values are not recommended for survey control.
 EK0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0224.See file dsdata.txt to determine how the superseded data were derived.
 EK0224
 EK0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT878949(NAD 83)
 EK0224_MARKER: DB = BENCH MARK DISK
 EK0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0224_STAMPING: A-132 1935
 EK0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0224+STABILITY: SURFACE MOTION
 EK0224
 EK0224  HISTORY     - Date     Condition        Report By
 EK0224  HISTORY     - 1935     MONUMENTED       CGS
 EK0224  HISTORY     - 1961     GOOD             NGS
 EK0224  HISTORY     - 1984     MARK NOT FOUND   USGS
 EK0224
 EK0224                          STATION DESCRIPTION
 EK0224
 EK0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0224'7.2 MI E FROM WICKES.
 EK0224'7.2 MILES EAST OF, ALONG OLD BURG-WICKES ROAD, FROM K.C.S.
 EK0224'RY. STATION.  ABOUT .1 MILE EAST OF JUNCTION OF THE BAKER SPRINGS
 EK0224'ROAD, AT THE DUCKETT SCHOOL, 175 FEET SOUTH OF THE SOUTHWEST
 EK0224'CORNER OF THE PORCH OF THE SCHOOL BUILDING, 101.5 FEET SOUTHWEST
 EK0224'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF WELL IN THE
 EK0224'SCHOOL YARD, 27.1 FT. SOUTH OF THE ROAD CENTERLINE, AT FENCE
 EK0224'CORNER AT SOUTH SIDE OF ROAD.  TABLET SET IN TOP OF A
 EK0224'PRECAST CONCRETE POST.
 EK0224
 EK0224                          STATION RECOVERY (1961)
 EK0224
 EK0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0224'RECOVERED IN GOOD CONDITION.
 EK0224
 EK0224                          STATION RECOVERY (1984)
 EK0224
 EK0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 EK0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0086 ***********************************************************************
 EK0086  DESIGNATION -  A 133
 EK0086  PID         -  EK0086
 EK0086  STATE/COUNTY-  AR/POLK
 EK0086  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0086
 EK0086                         *CURRENT SURVEY CONTROL
 EK0086  ___________________________________________________________________
 EK0086* NAD 83(1986)-  34 29 50.     (N)    094 10 22.     (W)     SCALED    
 EK0086* NAVD 88     -       448.738  (meters)    1472.23   (feet)  ADJUSTED  
 EK0086  ___________________________________________________________________
 EK0086  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EK0086  DYNAMIC HT  -         448.253 (meters)    1470.64  (feet)  COMP
 EK0086  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 EK0086
 EK0086  VERT ORDER  -  SECOND    CLASS 0
 EK0086
 EK0086.The horizontal coordinates were scaled from a topographic map and have
 EK0086.an estimated accuracy of +/- 6 seconds.
 EK0086
 EK0086.The orthometric height was determined by differential leveling
 EK0086.and adjusted by the National Geodetic Survey in June 1991..
 EK0086
 EK0086.The geoid height was determined by GEOID03.
 EK0086
 EK0086.The dynamic height is computed by dividing the NAVD 88
 EK0086.geopotential number by the normal gravity value computed on the
 EK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0086.degrees latitude (g = 980.6199 gals.).
 EK0086
 EK0086.The modeled gravity was interpolated from observed gravity values.
 EK0086
 EK0086;                    North         East    Units  Estimated Accuracy
 EK0086;SPC AR S     -   605,150.      200,470.      MT  (+/- 180 meters Scaled)
 EK0086
 EK0086                          SUPERSEDED SURVEY CONTROL
 EK0086
 EK0086  NGVD 29 (??/??/92)  448.654  (m)         1471.96   (f) ADJ UNCH    2 0
 EK0086
 EK0086.Superseded values are not recommended for survey control.
 EK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0086.See file dsdata.txt to determine how the superseded data were derived.
 EK0086
 EK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU923179(NAD 83)
 EK0086_MARKER: DB = BENCH MARK DISK
 EK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0086_STAMPING: A-133 1935
 EK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0086+STABILITY: SURFACE MOTION
 EK0086
 EK0086  HISTORY     - Date     Condition        Report By
 EK0086  HISTORY     - 1935     MONUMENTED       CGS
 EK0086  HISTORY     - 1961     GOOD             USGS
 EK0086
 EK0086                          STATION DESCRIPTION
 EK0086
 EK0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0086'4.2 MI NW FROM SHADY.
 EK0086'4.2 MILES NORTHWEST OF, ALONG COSSATOT ROAD, FROM COSSATOT CREEK
 EK0086'HWY BRIDGE.  ABOUT .8 MILE NORTHWEST OF MARKER COSSATOT MT.,
 EK0086'ABOUT .1 MILE SOUTH OF JUNCTION OF A DIM ROAD EAST, ABOUT 160 FEET
 EK0086'NORTH OF EAST END OF PIPE CULVERT AT A SHARP CURVE IN ROAD, 32 FEET
 EK0086'EAST OF ROAD CENTERLINE AT A CURVE WESTWARD, 11.3 FEET SOUTH OF A
 EK0086'BLAZED OAK TREE .9 FT. IN DIAMETER.  TABLET SET IN TOP OF PRECAST
 EK0086'CONCRETE POST.
 EK0086
 EK0086                          STATION RECOVERY (1961)
 EK0086
 EK0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EK0086'ABOUT 0.15 MILE SOUTH OF ROAD FORKS (FOREST SERVICE ROAD 277) AND IS
 EK0086'11 FEET SOUTH OF A TRIANGLE-BLAZED 14-INCH OAK TREE AND IS ALSO ABOUT
 EK0086'32 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0258 ***********************************************************************
 EK0258  DESIGNATION -  A 134
 EK0258  PID         -  EK0258
 EK0258  STATE/COUNTY-  AR/POLK
 EK0258  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0258
 EK0258                         *CURRENT SURVEY CONTROL
 EK0258  ___________________________________________________________________
 EK0258* NAD 83(1986)-  34 24 31.     (N)    094 01 40.     (W)     SCALED    
 EK0258* NAVD 88     -       554.126  (meters)    1818.00   (feet)  ADJUSTED  
 EK0258  ___________________________________________________________________
 EK0258  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 EK0258  DYNAMIC HT  -         553.546 (meters)    1816.09  (feet)  COMP
 EK0258  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 EK0258
 EK0258  VERT ORDER  -  SECOND    CLASS 0
 EK0258
 EK0258.The horizontal coordinates were scaled from a topographic map and have
 EK0258.an estimated accuracy of +/- 6 seconds.
 EK0258
 EK0258.The orthometric height was determined by differential leveling
 EK0258.and adjusted by the National Geodetic Survey in June 1991..
 EK0258
 EK0258.The geoid height was determined by GEOID03.
 EK0258
 EK0258.The dynamic height is computed by dividing the NAVD 88
 EK0258.geopotential number by the normal gravity value computed on the
 EK0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0258.degrees latitude (g = 980.6199 gals.).
 EK0258
 EK0258.The modeled gravity was interpolated from observed gravity values.
 EK0258
 EK0258;                    North         East    Units  Estimated Accuracy
 EK0258;SPC AR S     -   595,050.      213,590.      MT  (+/- 180 meters Scaled)
 EK0258
 EK0258                          SUPERSEDED SURVEY CONTROL
 EK0258
 EK0258  NGVD 29 (??/??/92)  554.065  (m)         1817.79   (f) ADJ UNCH    2 0
 EK0258
 EK0258.Superseded values are not recommended for survey control.
 EK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0258.See file dsdata.txt to determine how the superseded data were derived.
 EK0258
 EK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU055079(NAD 83)
 EK0258_MARKER: DB = BENCH MARK DISK
 EK0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0258_STAMPING: A-134 1935
 EK0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0258+STABILITY: SURFACE MOTION
 EK0258
 EK0258  HISTORY     - Date     Condition        Report By
 EK0258  HISTORY     - 1935     MONUMENTED       CGS
 EK0258  HISTORY     - 1961     GOOD             NGS
 EK0258  HISTORY     - 1984     MARK NOT FOUND   USGS
 EK0258
 EK0258                          STATION DESCRIPTION
 EK0258
 EK0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0258'12.2 MI S FROM BIG FORK.
 EK0258'12.2 MILES SOUTH OF, ALONG THE BIG-FORK-ATHENS ROAD, FROM
 EK0258'BUTCHERKNIFE CREEK BRIDGE.  1.5 M. SE ALONG S. HWY 8, 10.7 M.
 EK0258'SW ALONG ATHENS RD, ABOUT 2.7 MILES SOUTH OF DICKS GAP, AT THE
 EK0258'SUMMIT OF THE RIDGE, 36.5 FEET NORTHWEST OF SIGN FIRE PREVENTION,
 EK0258'33.5 FEET WEST OF ROAD CENTERLINE, 8.5 FEET NORTH OF A BLAZED
 EK0258'OAK TREE, .9 FT. IN DIAMETER, UNDER THE TELEPHONE LINE.  TABLET
 EK0258'SET IN PRECAST CONCRETE POST.
 EK0258
 EK0258                          STATION RECOVERY (1961)
 EK0258
 EK0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0258'RECOVERED IN GOOD CONDITION.
 EK0258
 EK0258                          STATION RECOVERY (1984)
 EK0258
 EK0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 EK0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1429 ***********************************************************************
 EJ1429  DESIGNATION -  A 135
 EJ1429  PID         -  EJ1429
 EJ1429  STATE/COUNTY-  AR/MONTGOMERY
 EJ1429  USGS QUAD   -  POLK CREEK MTN (1980)
 EJ1429
 EJ1429                         *CURRENT SURVEY CONTROL
 EJ1429  ___________________________________________________________________
 EJ1429* NAD 83(1986)-  34 29 19.     (N)    093 52 11.     (W)     SCALED    
 EJ1429* NAVD 88     -       322.732  (meters)    1058.83   (feet)  ADJUSTED  
 EJ1429  ___________________________________________________________________
 EJ1429  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 EJ1429  DYNAMIC HT  -         322.397 (meters)    1057.73  (feet)  COMP
 EJ1429  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 EJ1429
 EJ1429  VERT ORDER  -  SECOND    CLASS 0
 EJ1429
 EJ1429.The horizontal coordinates were scaled from a topographic map and have
 EJ1429.an estimated accuracy of +/- 6 seconds.
 EJ1429
 EJ1429.The orthometric height was determined by differential leveling
 EJ1429.and adjusted by the National Geodetic Survey in June 1991..
 EJ1429
 EJ1429.The geoid height was determined by GEOID03.
 EJ1429
 EJ1429.The dynamic height is computed by dividing the NAVD 88
 EJ1429.geopotential number by the normal gravity value computed on the
 EJ1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1429.degrees latitude (g = 980.6199 gals.).
 EJ1429
 EJ1429.The modeled gravity was interpolated from observed gravity values.
 EJ1429
 EJ1429;                    North         East    Units  Estimated Accuracy
 EJ1429;SPC AR S     -   603,650.      228,280.      MT  (+/- 180 meters Scaled)
 EJ1429
 EJ1429                          SUPERSEDED SURVEY CONTROL
 EJ1429
 EJ1429  NGVD 29 (??/??/92)  322.670  (m)         1058.63   (f) ADJ UNCH    2 0
 EJ1429
 EJ1429.Superseded values are not recommended for survey control.
 EJ1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1429.See file dsdata.txt to determine how the superseded data were derived.
 EJ1429
 EJ1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU201166(NAD 83)
 EJ1429_MARKER: DB = BENCH MARK DISK
 EJ1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1429_STAMPING: A 135 1935
 EJ1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1429+STABILITY: SURFACE MOTION
 EJ1429
 EJ1429  HISTORY     - Date     Condition        Report By
 EJ1429  HISTORY     - 1935     MONUMENTED       CGS
 EJ1429  HISTORY     - 1961     GOOD             NGS
 EJ1429
 EJ1429                          STATION DESCRIPTION
 EJ1429
 EJ1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1429'2.5 MI N FROM SLATINGTON.
 EJ1429'NEAR THE CENTER OF THE NE 1/4 SEC. 15, T. 3 S., R. 27 W., NEAR THE
 EJ1429'JUNCTION OF THE SULPHUR SPRINGS-ALF ROADS, 175 FEET NORTHWEST OF THE
 EJ1429'CENTER OF THE JUNCTION AND 34 FEET EAST OF THE CENTERLINE OF THE ROAD,
 EJ1429'98.5 FEET SOUTHWEST OF AN OAK TREE 1.1 FT IN DIAMETER WITH COPPER NAIL
 EJ1429'AND WASHER IN ROOT, TREE MARKED USBM 1056.3, 7 FEET NORTHWEST OF A
 EJ1429'BLAZED PINE TREE 1 FT IN DIAMETER.  TABLET SET IN PRECAST CONCRETE
 EJ1429'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1506 ***********************************************************************
 EJ1506  DESIGNATION -  A 136 RESET
 EJ1506  PID         -  EJ1506
 EJ1506  STATE/COUNTY-  AR/SCOTT
 EJ1506  USGS QUAD   -  BUCK KNOB (1985)
 EJ1506
 EJ1506                         *CURRENT SURVEY CONTROL
 EJ1506  ___________________________________________________________________
 EJ1506* NAD 83(1986)-  34 41 41.     (N)    093 54 12.     (W)     SCALED    
 EJ1506* NAVD 88     -       337.75   (meters)    1108.1    (feet)  RESET     
 EJ1506  ___________________________________________________________________
 EJ1506  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 EJ1506
 EJ1506  VERT ORDER  -  THIRD
 EJ1506
 EJ1506.The horizontal coordinates were scaled from a topographic map and have
 EJ1506.an estimated accuracy of +/- 6 seconds.
 EJ1506
 EJ1506.The orthometric height was computed from unverified reset data.
 EJ1506
 EJ1506.The geoid height was determined by GEOID03.
 EJ1506
 EJ1506;                    North         East    Units  Estimated Accuracy
 EJ1506;SPC AR N     -    41,780.      225,610.      MT  (+/- 180 meters Scaled)
 EJ1506
 EJ1506                          SUPERSEDED SURVEY CONTROL
 EJ1506
 EJ1506.No superseded survey control is available for this station.
 EJ1506
 EJ1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU172395(NAD 83)
 EJ1506_MARKER: DD = SURVEY DISK
 EJ1506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1506_SP_SET: CULVERT
 EJ1506_STAMPING: A 136 RESET 1968
 EJ1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1506
 EJ1506  HISTORY     - Date     Condition        Report By
 EJ1506  HISTORY     - 1968     MONUMENTED       ARHD
 EJ1506
 EJ1506                          STATION DESCRIPTION
 EJ1506
 EJ1506'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1968
 EJ1506'2.1 MI E FROM BUCK KNOB.
 EJ1506'2.1 MILES EAST ALONG U. S. HIGHWAY 270 FROM THE OLD POST OFFICE AT
 EJ1506'BUCK KNOB, 1.6 MILES WEST OF THE SCOTT-MONTGOMERY COUNTY LINE, 1 MILE
 EJ1506'WEST OF THE JUNCTION OF U. S. HIGHWAY 270 AND U. S. FOREST SERVICE
 EJ1506'ROAD 76, AT A TRIPLE 5 X 4 FT. CONCRETE BOX   X CULVERT AND IN THE TOP
 EJ1506'OF THE NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1122 ***********************************************************************
 EJ1122  DESIGNATION -  A 137
 EJ1122  PID         -  EJ1122
 EJ1122  STATE/COUNTY-  AR/CLARK
 EJ1122  USGS QUAD   -  AMITY (1966)
 EJ1122
 EJ1122                         *CURRENT SURVEY CONTROL
 EJ1122  ___________________________________________________________________
 EJ1122* NAD 83(1986)-  34 17 22.     (N)    093 27 32.     (W)     SCALED    
 EJ1122* NAVD 88     -       146.461  (meters)     480.51   (feet)  ADJUSTED  
 EJ1122  ___________________________________________________________________
 EJ1122  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EJ1122  DYNAMIC HT  -         146.313 (meters)     480.03  (feet)  COMP
 EJ1122  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 EJ1122
 EJ1122  VERT ORDER  -  SECOND    CLASS 0
 EJ1122
 EJ1122.The horizontal coordinates were scaled from a topographic map and have
 EJ1122.an estimated accuracy of +/- 6 seconds.
 EJ1122
 EJ1122.The orthometric height was determined by differential leveling
 EJ1122.and adjusted by the National Geodetic Survey in June 1991..
 EJ1122
 EJ1122.The geoid height was determined by GEOID03.
 EJ1122
 EJ1122.The dynamic height is computed by dividing the NAVD 88
 EJ1122.geopotential number by the normal gravity value computed on the
 EJ1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1122.degrees latitude (g = 980.6199 gals.).
 EJ1122
 EJ1122.The modeled gravity was interpolated from observed gravity values.
 EJ1122
 EJ1122;                    North         East    Units  Estimated Accuracy
 EJ1122;SPC AR S     -   580,940.      265,690.      MT  (+/- 180 meters Scaled)
 EJ1122
 EJ1122                          SUPERSEDED SURVEY CONTROL
 EJ1122
 EJ1122  NGVD 29 (??/??/92)  146.449  (m)          480.47   (f) ADJ UNCH    2 0
 EJ1122
 EJ1122.Superseded values are not recommended for survey control.
 EJ1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1122.See file dsdata.txt to determine how the superseded data were derived.
 EJ1122
 EJ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT577943(NAD 83)
 EJ1122_MARKER: DB = BENCH MARK DISK
 EJ1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1122_STAMPING: A 137 1935
 EJ1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1122+STABILITY: SURFACE MOTION
 EJ1122
 EJ1122  HISTORY     - Date     Condition        Report By
 EJ1122  HISTORY     - 1935     MONUMENTED       CGS
 EJ1122
 EJ1122                          STATION DESCRIPTION
 EJ1122
 EJ1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1122'2.8 MI NE FROM AMITY.
 EJ1122'2.8 MILES NORTHEAST ALONG THE AMITY-BISMARCK ROAD FROM THE MISSOURI
 EJ1122'PACIFIC RAILROAD STATION AT AMITY, 91 FEET SOUTHEAST OF THE JUNCTION
 EJ1122'OF A ROAD LEADING TO CADDO RIVER, 79 FEET NORTHEAST OF THE NORTHEAST
 EJ1122'WING WALL OF A BRIDGE OVER THE RIVER, 77 FEET EAST OF THE CENTERLINE
 EJ1122'OF THE HIGHWAY, AND 50 FEET NORTH OF THE RIVER BANK.  A STANDARD DISK,
 EJ1122'STAMPED A 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1216 ***********************************************************************
 EJ1216  DESIGNATION -  A 138
 EJ1216  PID         -  EJ1216
 EJ1216  STATE/COUNTY-  AR/CLARK
 EJ1216  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1216
 EJ1216                         *CURRENT SURVEY CONTROL
 EJ1216  ___________________________________________________________________
 EJ1216* NAD 83(1986)-  34 05 56.     (N)    093 11 11.     (W)     SCALED    
 EJ1216* NAVD 88     -        87.168  (meters)     285.98   (feet)  ADJUSTED  
 EJ1216  ___________________________________________________________________
 EJ1216  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EJ1216  DYNAMIC HT  -          87.081 (meters)     285.70  (feet)  COMP
 EJ1216  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 EJ1216
 EJ1216  VERT ORDER  -  SECOND    CLASS 0
 EJ1216
 EJ1216.The horizontal coordinates were scaled from a topographic map and have
 EJ1216.an estimated accuracy of +/- 6 seconds.
 EJ1216
 EJ1216.The orthometric height was determined by differential leveling
 EJ1216.and adjusted by the National Geodetic Survey in June 1991..
 EJ1216
 EJ1216.The geoid height was determined by GEOID03.
 EJ1216
 EJ1216.The dynamic height is computed by dividing the NAVD 88
 EJ1216.geopotential number by the normal gravity value computed on the
 EJ1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1216.degrees latitude (g = 980.6199 gals.).
 EJ1216
 EJ1216.The modeled gravity was interpolated from observed gravity values.
 EJ1216
 EJ1216;                    North         East    Units  Estimated Accuracy
 EJ1216;SPC AR S     -   559,490.      290,530.      MT  (+/- 180 meters Scaled)
 EJ1216
 EJ1216                          SUPERSEDED SURVEY CONTROL
 EJ1216
 EJ1216  NGVD 29 (??/??/92)   87.175  (m)          286.01   (f) ADJ UNCH    2 0
 EJ1216
 EJ1216.Superseded values are not recommended for survey control.
 EJ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1216.See file dsdata.txt to determine how the superseded data were derived.
 EJ1216
 EJ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT828731(NAD 83)
 EJ1216_MARKER: DB = BENCH MARK DISK
 EJ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1216_STAMPING: A 138 1935
 EJ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1216+STABILITY: SURFACE MOTION
 EJ1216
 EJ1216  HISTORY     - Date     Condition        Report By
 EJ1216  HISTORY     - 1935     MONUMENTED       CGS
 EJ1216
 EJ1216                          STATION DESCRIPTION
 EJ1216
 EJ1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1216'3.6 MI E FROM HOLLYWOOD.
 EJ1216'3.6 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 EJ1216'HOLLYWOOD, 1.1 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 51, 0.1 MILE
 EJ1216'EAST OF A WOOD BRIDGE, 0.15 MILE WEST OF A BRIDGE OVER BRADSHAW CREEK,
 EJ1216'150 FEET NORTHEAST OF A GATE TO THE E.L. TAYLOR FARMHOUSE, 60 FEET
 EJ1216'SOUTHEAST OF A MAILBOX, 40 FEET SOUTH OF THE CENTERLINE OF THE
 EJ1216'HIGHWAY, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED A 138
 EJ1216'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1217 ***********************************************************************
 EJ1217  DESIGNATION -  A 138 RESET
 EJ1217  PID         -  EJ1217
 EJ1217  STATE/COUNTY-  AR/CLARK
 EJ1217  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1217
 EJ1217                         *CURRENT SURVEY CONTROL
 EJ1217  ___________________________________________________________________
 EJ1217* NAD 83(1986)-  34 05 56.     (N)    093 11 11.     (W)     SCALED    
 EJ1217* NAVD 88     -        86.52   (meters)     283.9    (feet)  RESET     
 EJ1217  ___________________________________________________________________
 EJ1217  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EJ1217
 EJ1217  VERT ORDER  -  THIRD
 EJ1217
 EJ1217.The horizontal coordinates were scaled from a topographic map and have
 EJ1217.an estimated accuracy of +/- 6 seconds.
 EJ1217
 EJ1217.The orthometric height was computed from unverified reset data.
 EJ1217
 EJ1217.The geoid height was determined by GEOID03.
 EJ1217
 EJ1217;                    North         East    Units  Estimated Accuracy
 EJ1217;SPC AR S     -   559,490.      290,530.      MT  (+/- 180 meters Scaled)
 EJ1217
 EJ1217                          SUPERSEDED SURVEY CONTROL
 EJ1217
 EJ1217.No superseded survey control is available for this station.
 EJ1217
 EJ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT828731(NAD 83)
 EJ1217_MARKER: DB = BENCH MARK DISK
 EJ1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1217_STAMPING: A 138 RESET 1964
 EJ1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1217+STABILITY: SURFACE MOTION
 EJ1217
 EJ1217  HISTORY     - Date     Condition        Report By
 EJ1217  HISTORY     - 1964     MONUMENTED       CGS
 EJ1217
 EJ1217                          STATION DESCRIPTION
 EJ1217
 EJ1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EJ1217'3.6 MI E FROM HOLLYWOOD.
 EJ1217'ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 EJ1217'HOLLYWOOD, CLARK COUNTY, ABOUT 1.1 MILES WEST OF THE JUNCTION WITH
 EJ1217'STATE HIGHWAY 51, 88 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 EJ1217'FRONT PORCH OF THE TAYLOR FARMHOUSE, 84 FEET SOUTH OF THE CENTERLINE
 EJ1217'OF THE HIGHWAY, 31 FEET NORTHEAST OF NORTHEAST GATE POST OF A WOODEN
 EJ1217'GATE, 22 FEET SOUTHEAST OF CENTERLINE OF A DRIVEWAY, 1.2 FEET
 EJ1217'NORTHEAST OF A METAL WITNESS POST, 0.5 FOOT NORTHWEST OF A FENCE, AND
 EJ1217'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1138 ***********************************************************************
 EJ1138  DESIGNATION -  A 139
 EJ1138  PID         -  EJ1138
 EJ1138  STATE/COUNTY-  AR/HOT SPRING
 EJ1138  USGS QUAD   -  DE ROCHE (1966)
 EJ1138
 EJ1138                         *CURRENT SURVEY CONTROL
 EJ1138  ___________________________________________________________________
 EJ1138* NAD 83(1986)-  34 20 06.     (N)    093 01 33.     (W)     SCALED    
 EJ1138* NAVD 88     -       111.286  (meters)     365.11   (feet)  ADJUSTED  
 EJ1138  ___________________________________________________________________
 EJ1138  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EJ1138  DYNAMIC HT  -         111.177 (meters)     364.75  (feet)  COMP
 EJ1138  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 EJ1138
 EJ1138  VERT ORDER  -  SECOND    CLASS 0
 EJ1138
 EJ1138.The horizontal coordinates were scaled from a topographic map and have
 EJ1138.an estimated accuracy of +/- 6 seconds.
 EJ1138
 EJ1138.The orthometric height was determined by differential leveling
 EJ1138.and adjusted by the National Geodetic Survey in June 1991..
 EJ1138
 EJ1138.The geoid height was determined by GEOID03.
 EJ1138
 EJ1138.The dynamic height is computed by dividing the NAVD 88
 EJ1138.geopotential number by the normal gravity value computed on the
 EJ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1138.degrees latitude (g = 980.6199 gals.).
 EJ1138
 EJ1138.The modeled gravity was interpolated from observed gravity values.
 EJ1138
 EJ1138;                    North         East    Units  Estimated Accuracy
 EJ1138;SPC AR S     -   585,510.      305,610.      MT  (+/- 180 meters Scaled)
 EJ1138
 EJ1138                          SUPERSEDED SURVEY CONTROL
 EJ1138
 EJ1138  NGVD 29 (??/??/92)  111.292  (m)          365.13   (f) ADJ UNCH    2 0
 EJ1138
 EJ1138.Superseded values are not recommended for survey control.
 EJ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1138.See file dsdata.txt to determine how the superseded data were derived.
 EJ1138
 EJ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT976993(NAD 83)
 EJ1138_MARKER: DB = BENCH MARK DISK
 EJ1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1138_STAMPING: A 139 1935
 EJ1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1138+STABILITY: SURFACE MOTION
 EJ1138
 EJ1138  HISTORY     - Date     Condition        Report By
 EJ1138  HISTORY     - 1935     MONUMENTED       CGS
 EJ1138  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1138
 EJ1138                          STATION DESCRIPTION
 EJ1138
 EJ1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1138'3.8 MI E FROM DE ROCHE.
 EJ1138'3.8 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT DE
 EJ1138'ROCHE, 0.8 MILE EAST OF BAYOU CREEK, 42 FEET NORTH OF THE CENTERLINE
 EJ1138'OF THE HIGHWAY, 21.5 FEET EAST OF A GATE TO G.B. BLAKELY FARMHOUSE,
 EJ1138'AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED A 139 1935
 EJ1138'AND SET IN THE TOP OF A CONCRETE POST.
 EJ1138
 EJ1138                          STATION RECOVERY (1998)
 EJ1138
 EJ1138'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1667 ***********************************************************************
 EH1667  DESIGNATION -  A 14
 EH1667  PID         -  EH1667
 EH1667  STATE/COUNTY-  AR/ARKANSAS
 EH1667  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1667
 EH1667                         *CURRENT SURVEY CONTROL
 EH1667  ___________________________________________________________________
 EH1667* NAD 83(1986)-  34 28 44.     (N)    091 32 28.     (W)     SCALED    
 EH1667* NAVD 88     -        65.531  (meters)     215.00   (feet)  ADJUSTED  
 EH1667  ___________________________________________________________________
 EH1667  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH1667  DYNAMIC HT  -          65.468 (meters)     214.79  (feet)  COMP
 EH1667  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 EH1667
 EH1667  VERT ORDER  -  SECOND    CLASS 0
 EH1667
 EH1667.The horizontal coordinates were scaled from a topographic map and have
 EH1667.an estimated accuracy of +/- 6 seconds.
 EH1667
 EH1667.The orthometric height was determined by differential leveling
 EH1667.and adjusted by the National Geodetic Survey in August 1993..
 EH1667
 EH1667.The geoid height was determined by GEOID03.
 EH1667
 EH1667.The dynamic height is computed by dividing the NAVD 88
 EH1667.geopotential number by the normal gravity value computed on the
 EH1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1667.degrees latitude (g = 980.6199 gals.).
 EH1667
 EH1667.The modeled gravity was interpolated from observed gravity values.
 EH1667
 EH1667;                    North         East    Units  Estimated Accuracy
 EH1667;SPC AR S     -   601,100.      442,150.      MT  (+/- 180 meters Scaled)
 EH1667
 EH1667                          SUPERSEDED SURVEY CONTROL
 EH1667
 EH1667  NAVD 88 (06/15/91)   65.555  (m)          215.07   (f) UNKNOWN     2 0
 EH1667  NGVD 29 (??/??/??)   65.556  (m)          215.08   (f) ADJUSTED    2 0
 EH1667
 EH1667.Superseded values are not recommended for survey control.
 EH1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1667.See file dsdata.txt to determine how the superseded data were derived.
 EH1667
 EH1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU339162(NAD 83)
 EH1667_MARKER: DB = BENCH MARK DISK
 EH1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1667_STAMPING: A 14 1932 215.078
 EH1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1667+STABILITY: SURFACE MOTION
 EH1667
 EH1667  HISTORY     - Date     Condition        Report By
 EH1667  HISTORY     - 1932     MONUMENTED       CGS
 EH1667  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1667
 EH1667                          STATION DESCRIPTION
 EH1667
 EH1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1667'1.6 MI S FROM STUTTGART.
 EH1667'ABOUT 1-5/8 MILES SOUTH ALONG STATE HIGHWAYS 30 AND 11 FROM STUTTGART,
 EH1667'ARKANSAS COUNTY, ABOUT 0.4 MILE SOUTH OF THE SOUTHEAST CORNER OF THE
 EH1667'CITY LIMITS, AT THE NORTHEAST CORNER OF SECTION 4, T. 3 S., R. 5 W.,
 EH1667'AT THE SOUTHWEST CORNER OF THE JUNCTION OF THE HIGHWAYS, AT A
 EH1667'RIGHT-ANGLE TURN IN STATE HIGHWAY 11, 43 FEET SOUTH OF THE CENTER LINE
 EH1667'OF THE EAST-AND-WEST HIGHWAY, AND 41 FEET WEST OF THE CENTER LINE OF
 EH1667'THE NORTH-AND-SOUTH HIGHWAY.  A STANDARD DISK, STAMPED 215.078 A 14
 EH1667'1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1118 ***********************************************************************
 EJ1118  DESIGNATION -  A 140
 EJ1118  PID         -  EJ1118
 EJ1118  STATE/COUNTY-  AR/GARLAND
 EJ1118  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1118
 EJ1118                         *CURRENT SURVEY CONTROL
 EJ1118  ___________________________________________________________________
 EJ1118* NAD 83(1986)-  34 29 54.     (N)    093 02 26.     (W)     SCALED    
 EJ1118* NAVD 88     -       179.087  (meters)     587.55   (feet)  ADJUSTED  
 EJ1118  ___________________________________________________________________
 EJ1118  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EJ1118  DYNAMIC HT  -         178.912 (meters)     586.98  (feet)  COMP
 EJ1118  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 EJ1118
 EJ1118  VERT ORDER  -  SECOND    CLASS 0
 EJ1118
 EJ1118.The horizontal coordinates were scaled from a topographic map and have
 EJ1118.an estimated accuracy of +/- 6 seconds.
 EJ1118
 EJ1118.The orthometric height was determined by differential leveling
 EJ1118.and adjusted by the National Geodetic Survey in June 1991..
 EJ1118
 EJ1118.The geoid height was determined by GEOID03.
 EJ1118
 EJ1118.The dynamic height is computed by dividing the NAVD 88
 EJ1118.geopotential number by the normal gravity value computed on the
 EJ1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1118.degrees latitude (g = 980.6199 gals.).
 EJ1118
 EJ1118.The modeled gravity was interpolated from observed gravity values.
 EJ1118
 EJ1118;                    North         East    Units  Estimated Accuracy
 EJ1118;SPC AR S     -   603,640.      304,440.      MT  (+/- 180 meters Scaled)
 EJ1118
 EJ1118                          SUPERSEDED SURVEY CONTROL
 EJ1118
 EJ1118  NGVD 29 (??/??/92)  179.08   (m)          587.5    (f) COMPUTED    2 0
 EJ1118
 EJ1118.Superseded values are not recommended for survey control.
 EJ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1118.See file dsdata.txt to determine how the superseded data were derived.
 EJ1118
 EJ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU962174(NAD 83)
 EJ1118_MARKER: DB = BENCH MARK DISK
 EJ1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1118_STAMPING: A 140 1935
 EJ1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1118+STABILITY: SURFACE MOTION
 EJ1118
 EJ1118  HISTORY     - Date     Condition        Report By
 EJ1118  HISTORY     - 1935     MONUMENTED       CGS
 EJ1118  HISTORY     - 1965     MARK NOT FOUND   USGS
 EJ1118
 EJ1118                          STATION DESCRIPTION
 EJ1118
 EJ1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1118'IN HOT SPRINGS.
 EJ1118'AT HOT SPRINGS, GARLAND COUNTY, AT THE CHARLES N. RIX SCHOOL, AT THE
 EJ1118'SOUTHEAST CORNER OF THE INTERSECTION OF MALVERN AVENUE (U.S. HIGHWAY
 EJ1118'270), AND BANK STREET, 40 FEET NORTHEAST OF THE CENTERLINE OF MALVERN
 EJ1118'AVENUE, AND 15.5 FEET SOUTHEAST OF THE CENTERLINE OF A WALK TO THE
 EJ1118'BUILDING.  A STANDARD DISK, STAMPED A 140 1935 AND SET IN THE TOP OF A
 EJ1118'CONCRETE POST.
 EJ1118
 EJ1118                          STATION RECOVERY (1965)
 EJ1118
 EJ1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1488 ***********************************************************************
 FG1488  DESIGNATION -  A 141
 FG1488  PID         -  FG1488
 FG1488  STATE/COUNTY-  AR/FRANKLIN
 FG1488  USGS QUAD   -  HUNT (1963)
 FG1488
 FG1488                         *CURRENT SURVEY CONTROL
 FG1488  ___________________________________________________________________
 FG1488* NAD 83(1986)-  35 33 34.     (N)    093 42 58.     (W)     SCALED    
 FG1488* NAVD 88     -       513.429  (meters)    1684.47   (feet)  ADJUSTED  
 FG1488  ___________________________________________________________________
 FG1488  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FG1488  DYNAMIC HT  -         512.944 (meters)    1682.88  (feet)  COMP
 FG1488  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 FG1488
 FG1488  VERT ORDER  -  SECOND    CLASS 0
 FG1488
 FG1488.The horizontal coordinates were scaled from a topographic map and have
 FG1488.an estimated accuracy of +/- 6 seconds.
 FG1488
 FG1488.The orthometric height was determined by differential leveling
 FG1488.and adjusted by the National Geodetic Survey in June 1991..
 FG1488
 FG1488.The geoid height was determined by GEOID03.
 FG1488
 FG1488.The dynamic height is computed by dividing the NAVD 88
 FG1488.geopotential number by the normal gravity value computed on the
 FG1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1488.degrees latitude (g = 980.6199 gals.).
 FG1488
 FG1488.The modeled gravity was interpolated from observed gravity values.
 FG1488
 FG1488;                    North         East    Units  Estimated Accuracy
 FG1488;SPC AR N     -   137,380.      244,430.      MT  (+/- 180 meters Scaled)
 FG1488
 FG1488                          SUPERSEDED SURVEY CONTROL
 FG1488
 FG1488  NGVD 29 (??/??/92)  513.370  (m)         1684.28   (f) ADJ UNCH    2 0
 FG1488
 FG1488.Superseded values are not recommended for survey control.
 FG1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1488.See file dsdata.txt to determine how the superseded data were derived.
 FG1488
 FG1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV351353(NAD 83)
 FG1488_MARKER: DB = BENCH MARK DISK
 FG1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1488_STAMPING: A 141 1935
 FG1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1488+STABILITY: SURFACE MOTION
 FG1488
 FG1488  HISTORY     - Date     Condition        Report By
 FG1488  HISTORY     - 1935     MONUMENTED       CGS
 FG1488  HISTORY     - 1959     GOOD             NGS
 FG1488
 FG1488                          STATION DESCRIPTION
 FG1488
 FG1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1488'9.9 MI NE FROM OZARK.
 FG1488'THIS MARK WAS RECOVERED ABOUT 250 FEET SOUTHWEST OF A SQUARE ROCK
 FG1488'HOUSE THAT IS LOCATED ON THE EAST SIDE OF THE ROAD AT A CURVE, ABOUT
 FG1488'200 FEET SOUTH OF A BOARD FENCE, AT THE SOUTH END OF A GARDEN, 36 FEET
 FG1488'SOUTHEAST OF THE SOUTHEAST END OF A GRAPE VINEYARD AND 24 FEET NORTH
 FG1488'OF AN EAST-WEST FENCE.  THE ROAD HAS BEEN ABANDONED PAST THIS MARK.
 FG1488'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1421 ***********************************************************************
 FG1421  DESIGNATION -  A 142
 FG1421  PID         -  FG1421
 FG1421  STATE/COUNTY-  AR/FRANKLIN
 FG1421  USGS QUAD   -  CASS (1973)
 FG1421
 FG1421                         *CURRENT SURVEY CONTROL
 FG1421  ___________________________________________________________________
 FG1421* NAD 83(1986)-  35 40 34.     (N)    093 51 12.     (W)     SCALED    
 FG1421* NAVD 88     -       429.535  (meters)    1409.23   (feet)  ADJUSTED  
 FG1421  ___________________________________________________________________
 FG1421  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FG1421  DYNAMIC HT  -         429.131 (meters)    1407.91  (feet)  COMP
 FG1421  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FG1421
 FG1421  VERT ORDER  -  SECOND    CLASS 0
 FG1421
 FG1421.The horizontal coordinates were scaled from a topographic map and have
 FG1421.an estimated accuracy of +/- 6 seconds.
 FG1421
 FG1421.The orthometric height was determined by differential leveling
 FG1421.and adjusted by the National Geodetic Survey in June 1991..
 FG1421
 FG1421.The geoid height was determined by GEOID03.
 FG1421
 FG1421.The dynamic height is computed by dividing the NAVD 88
 FG1421.geopotential number by the normal gravity value computed on the
 FG1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1421.degrees latitude (g = 980.6199 gals.).
 FG1421
 FG1421.The modeled gravity was interpolated from observed gravity values.
 FG1421
 FG1421;                    North         East    Units  Estimated Accuracy
 FG1421;SPC AR N     -   150,550.      232,240.      MT  (+/- 180 meters Scaled)
 FG1421
 FG1421                          SUPERSEDED SURVEY CONTROL
 FG1421
 FG1421  NGVD 29 (??/??/92)  429.445  (m)         1408.94   (f) ADJ UNCH    2 0
 FG1421
 FG1421.Superseded values are not recommended for survey control.
 FG1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1421.See file dsdata.txt to determine how the superseded data were derived.
 FG1421
 FG1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV227483(NAD 83)
 FG1421_MARKER: DB = BENCH MARK DISK
 FG1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1421_STAMPING: A 142 1935
 FG1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1421+STABILITY: SURFACE MOTION
 FG1421
 FG1421  HISTORY     - Date     Condition        Report By
 FG1421  HISTORY     - 1935     MONUMENTED       CGS
 FG1421  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1421
 FG1421                          STATION DESCRIPTION
 FG1421
 FG1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1421'2.9 MI W FROM CASS.
 FG1421'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BRIDGE OVER FANES
 FG1421'CREEK, AT CASS, FRANKLIN COUNTY, 1.8 MILES WEST ALONG THE
 FG1421'CASS-BIDVILLE ROAD, ON A RIDGE NEAR A ROCK CREST, 31 FEET NORTH OF THE
 FG1421'CENTERLINE OF THE ROAD, 30 FEET WEST OF A 14-INCH ELM TREE, AND 11
 FG1421'FEET EAST OF A 14-INCH ELM TREE.  A STANDARD DISK, STAMPED A 142 1935
 FG1421'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0088 ***********************************************************************
 FH0088  DESIGNATION -  A 143
 FH0088  PID         -  FH0088
 FH0088  STATE/COUNTY-  AR/CRAWFORD
 FH0088  USGS QUAD   -  FERN (1983)
 FH0088
 FH0088                         *CURRENT SURVEY CONTROL
 FH0088  ___________________________________________________________________
 FH0088* NAD 83(1986)-  35 42 53.     (N)    094 01 47.     (W)     SCALED    
 FH0088* NAVD 88     -       470.912  (meters)    1544.98   (feet)  ADJUSTED  
 FH0088  ___________________________________________________________________
 FH0088  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FH0088  DYNAMIC HT  -         470.464 (meters)    1543.51  (feet)  COMP
 FH0088  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 FH0088
 FH0088  VERT ORDER  -  SECOND    CLASS 0
 FH0088
 FH0088.The horizontal coordinates were scaled from a topographic map and have
 FH0088.an estimated accuracy of +/- 6 seconds.
 FH0088
 FH0088.The orthometric height was determined by differential leveling
 FH0088.and adjusted by the National Geodetic Survey in June 1991..
 FH0088
 FH0088.The geoid height was determined by GEOID03.
 FH0088
 FH0088.The dynamic height is computed by dividing the NAVD 88
 FH0088.geopotential number by the normal gravity value computed on the
 FH0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0088.degrees latitude (g = 980.6199 gals.).
 FH0088
 FH0088.The modeled gravity was interpolated from observed gravity values.
 FH0088
 FH0088;                    North         East    Units  Estimated Accuracy
 FH0088;SPC AR N     -   155,150.      216,360.      MT  (+/- 180 meters Scaled)
 FH0088
 FH0088                          SUPERSEDED SURVEY CONTROL
 FH0088
 FH0088  NGVD 29 (??/??/92)  470.801  (m)         1544.62   (f) ADJ UNCH    2 0
 FH0088
 FH0088.Superseded values are not recommended for survey control.
 FH0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0088.See file dsdata.txt to determine how the superseded data were derived.
 FH0088
 FH0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV068527(NAD 83)
 FH0088_MARKER: DB = BENCH MARK DISK
 FH0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0088_STAMPING: A 143 1935
 FH0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0088+STABILITY: SURFACE MOTION
 FH0088
 FH0088  HISTORY     - Date     Condition        Report By
 FH0088  HISTORY     - 1935     MONUMENTED       CGS
 FH0088  HISTORY     - 1959     GOOD             NGS
 FH0088
 FH0088                          STATION DESCRIPTION
 FH0088
 FH0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0088'4.6 MI N FROM LOCKE.
 FH0088'4.6 MILES NORTH ALONG THE LOCKE-BIDVILLE ROAD FROM THE SCHOOL
 FH0088'AT LOCKE, CRAWFORD COUNTY, 175 FEET NORTHWEST OF THE CENTER
 FH0088'OF THE JUNCTION OF THE CASS-BIDVILLE ROAD, 57 FEET NORTHWEST
 FH0088'OF THE WEST END OF A STONE CULVERT, 31 FEET WEST OF THE
 FH0088'CENTERLINE OF THE LOCKE-BIDVILLE ROAD, AND 20 FEET SOUTHEAST OF
 FH0088'A 12-INCH OAK TREE.  A STANDARD DISK, STAMPED A 143 1935 AND
 FH0088'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0074 ***********************************************************************
 FH0074  DESIGNATION -  A 144
 FH0074  PID         -  FH0074
 FH0074  STATE/COUNTY-  AR/WASHINGTON
 FH0074  USGS QUAD   -  BRENTWOOD (1983)
 FH0074
 FH0074                         *CURRENT SURVEY CONTROL
 FH0074  ___________________________________________________________________
 FH0074* NAD 83(1986)-  35 48 30.     (N)    094 06 48.     (W)     SCALED    
 FH0074* NAVD 88     -       513.063  (meters)    1683.27   (feet)  ADJUSTED  
 FH0074  ___________________________________________________________________
 FH0074  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FH0074  DYNAMIC HT  -         512.574 (meters)    1681.67  (feet)  COMP
 FH0074  MODELED GRAV-     979,662.6   (mgal)                       NAVD 88
 FH0074
 FH0074  VERT ORDER  -  SECOND    CLASS 0
 FH0074
 FH0074.The horizontal coordinates were scaled from a topographic map and have
 FH0074.an estimated accuracy of +/- 6 seconds.
 FH0074
 FH0074.The orthometric height was determined by differential leveling
 FH0074.and adjusted by the National Geodetic Survey in June 1991..
 FH0074
 FH0074.The geoid height was determined by GEOID03.
 FH0074
 FH0074.The dynamic height is computed by dividing the NAVD 88
 FH0074.geopotential number by the normal gravity value computed on the
 FH0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0074.degrees latitude (g = 980.6199 gals.).
 FH0074
 FH0074.The modeled gravity was interpolated from observed gravity values.
 FH0074
 FH0074;                    North         East    Units  Estimated Accuracy
 FH0074;SPC AR N     -   165,690.      209,020.      MT  (+/- 180 meters Scaled)
 FH0074
 FH0074                          SUPERSEDED SURVEY CONTROL
 FH0074
 FH0074  NGVD 29 (??/??/92)  512.903  (m)         1682.75   (f) ADJ UNCH    2 0
 FH0074
 FH0074.Superseded values are not recommended for survey control.
 FH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0074.See file dsdata.txt to determine how the superseded data were derived.
 FH0074
 FH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV994632(NAD 83)
 FH0074_MARKER: DB = BENCH MARK DISK
 FH0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0074_STAMPING: A 144 1935
 FH0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0074+STABILITY: SURFACE MOTION
 FH0074
 FH0074  HISTORY     - Date     Condition        Report By
 FH0074  HISTORY     - 1935     MONUMENTED       CGS
 FH0074  HISTORY     - 1960     GOOD             NGS
 FH0074
 FH0074                          STATION DESCRIPTION
 FH0074
 FH0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0074'1.8 MI E FROM WINSLOW.
 FH0074'1.8 MILES EAST ALONG STATE HIGHWAY 74 FROM THE ST. LOUIS-SAN
 FH0074'FRANCISCO RAILWAY STATION AT WINSLOW, WASHINGTON COUNTY, 300
 FH0074'FEET SOUTHEAST OF THE PRESSLEY STEVENS FARMHOUSE ON THE E.P.
 FH0074'MANN FARM, 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 60
 FH0074'FEET SOUTHEAST OF THE SOUTH END OF A GALVANIZED IRON CULVERT,
 FH0074'48 FEET NORTH OF THE BANK OF WEST FORK CREEK, 11 FEET SOUTH OF
 FH0074'A NORTHEAST FENCE CORNER, AND 2 FEET EAST OF A FENCE.  A STANDARD
 FH0074'DISK, STAMPED A 144 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FH0074'RECOVERED 1.0 MILE EAST ALONG THE SUNSET ROAD, FROM ITS JUNCTION
 FH0074'WITH U.S. HIGHWAY 71 ABOUT 3.4 MILE NORTH OF WINSLOW, AT FENCE
 FH0074'CORNERS ON RIGHT AND LEFT, JUST WEST OF A POINT WHERE AN OLD
 FH0074'ROAD GOES SOUTH ACROSS THE CREEK, 11 FEET SOUTH OF THE NORTHEAST
 FH0074'FENCE CORNER AND 2 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0505 ***********************************************************************
 GF0505  DESIGNATION -  A 145
 GF0505  PID         -  GF0505
 GF0505  STATE/COUNTY-  AR/MADISON
 GF0505  USGS QUAD   -  KINGSTON (1973)
 GF0505
 GF0505                         *CURRENT SURVEY CONTROL
 GF0505  ___________________________________________________________________
 GF0505* NAD 83(1986)-  36 00 49.     (N)    093 33 06.     (W)     SCALED    
 GF0505* NAVD 88     -       416.976  (meters)    1368.03   (feet)  ADJUSTED  
 GF0505  ___________________________________________________________________
 GF0505  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GF0505  DYNAMIC HT  -         416.592 (meters)    1366.77  (feet)  COMP
 GF0505  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 GF0505
 GF0505  VERT ORDER  -  SECOND    CLASS 0
 GF0505
 GF0505.The horizontal coordinates were scaled from a topographic map and have
 GF0505.an estimated accuracy of +/- 6 seconds.
 GF0505
 GF0505.The orthometric height was determined by differential leveling
 GF0505.and adjusted by the National Geodetic Survey in June 1991..
 GF0505
 GF0505.The geoid height was determined by GEOID03.
 GF0505
 GF0505.The dynamic height is computed by dividing the NAVD 88
 GF0505.geopotential number by the normal gravity value computed on the
 GF0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0505.degrees latitude (g = 980.6199 gals.).
 GF0505
 GF0505.The modeled gravity was interpolated from observed gravity values.
 GF0505
 GF0505;                    North         East    Units  Estimated Accuracy
 GF0505;SPC AR N     -   187,520.      260,130.      MT  (+/- 180 meters Scaled)
 GF0505
 GF0505                          SUPERSEDED SURVEY CONTROL
 GF0505
 GF0505  NGVD 29 (??/??/92)  416.864  (m)         1367.66   (f) ADJ UNCH    2 0
 GF0505
 GF0505.Superseded values are not recommended for survey control.
 GF0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0505.See file dsdata.txt to determine how the superseded data were derived.
 GF0505
 GF0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV502855(NAD 83)
 GF0505_MARKER: DB = BENCH MARK DISK
 GF0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0505_STAMPING: A 145 1935
 GF0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0505+STABILITY: SURFACE MOTION
 GF0505
 GF0505  HISTORY     - Date     Condition        Report By
 GF0505  HISTORY     - 1935     MONUMENTED       CGS
 GF0505  HISTORY     - 1935     GOOD             NGS
 GF0505
 GF0505                          STATION DESCRIPTION
 GF0505
 GF0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0505'AT LOY.
 GF0505'AT LOY, MADISON COUNTY, 195 FEET SOUTH OF THE POST OFFICE, 54
 GF0505'FEET SOUTH OF GUESSY CREEK, 28 FEET SOUTHWEST OF THE SOUTH END OF
 GF0505'A GATE, 5 FEET NORTHWEST OF AN 18-INCH HICKORY TREE, AND 1 FOOT
 GF0505'NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED A 145 1935 AND
 GF0505'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0713 ***********************************************************************
 FG0713  DESIGNATION -  A 146
 FG0713  PID         -  FG0713
 FG0713  STATE/COUNTY-  AR/NEWTON
 FG0713  USGS QUAD   -  MT JUDEA (1980)
 FG0713
 FG0713                         *CURRENT SURVEY CONTROL
 FG0713  ___________________________________________________________________
 FG0713* NAD 83(1986)-  35 55 37.     (N)    093 00 44.     (W)     SCALED    
 FG0713* NAVD 88     -       338.727  (meters)    1111.31   (feet)  ADJUSTED  
 FG0713  ___________________________________________________________________
 FG0713  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FG0713  DYNAMIC HT  -         338.418 (meters)    1110.29  (feet)  COMP
 FG0713  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FG0713
 FG0713  VERT ORDER  -  SECOND    CLASS 0
 FG0713
 FG0713.The horizontal coordinates were scaled from a topographic map and have
 FG0713.an estimated accuracy of +/- 6 seconds.
 FG0713
 FG0713.The orthometric height was determined by differential leveling
 FG0713.and adjusted by the National Geodetic Survey in June 1991..
 FG0713
 FG0713.The geoid height was determined by GEOID03.
 FG0713
 FG0713.The dynamic height is computed by dividing the NAVD 88
 FG0713.geopotential number by the normal gravity value computed on the
 FG0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0713.degrees latitude (g = 980.6199 gals.).
 FG0713
 FG0713.The modeled gravity was interpolated from observed gravity values.
 FG0713
 FG0713;                    North         East    Units  Estimated Accuracy
 FG0713;SPC AR N     -   177,270.      308,660.      MT  (+/- 180 meters Scaled)
 FG0713
 FG0713                          SUPERSEDED SURVEY CONTROL
 FG0713
 FG0713  NGVD 29 (??/??/92)  338.629  (m)         1110.99   (f) ADJ UNCH    2 0
 FG0713
 FG0713.Superseded values are not recommended for survey control.
 FG0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0713.See file dsdata.txt to determine how the superseded data were derived.
 FG0713
 FG0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV988758(NAD 83)
 FG0713_MARKER: DB = BENCH MARK DISK
 FG0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0713_STAMPING: A 146 1935
 FG0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0713+STABILITY: SURFACE MOTION
 FG0713
 FG0713  HISTORY     - Date     Condition        Report By
 FG0713  HISTORY     - 1935     MONUMENTED       CGS
 FG0713
 FG0713                          STATION DESCRIPTION
 FG0713
 FG0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0713'1.8 MI SW FROM CAVE CREEK.
 FG0713'1.8 MILES SOUTHWEST ALONG THE MT. JUDEA ROAD FROM CAVE CREEK, NEWTON
 FG0713'COUNTY, 1.3 MILES SOUTHWEST OF THE JUNCTION OF THE BASS ROAD, 24 FEET
 FG0713'NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET EAST OF THE CENTERLINE OF
 FG0713'A ROAD LEADING NORTH, BETWEEN TWO 12-INCH WHITE OAK TREES 8 1/2 FEET
 FG0713'APART, ON THE SLOPE OF A HILL, AND 13 FEET NORTH OF A 19-INCH OAK
 FG0713'STUMP.  A STANDARD DISK, STAMPED A 146 1935 AND SET IN THE TOP OF A
 FG0713'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0757 ***********************************************************************
 FG0757  DESIGNATION -  A 147
 FG0757  PID         -  FG0757
 FG0757  STATE/COUNTY-  AR/NEWTON
 FG0757  USGS QUAD   -  LURTON (1980)
 FG0757
 FG0757                         *CURRENT SURVEY CONTROL
 FG0757  ___________________________________________________________________
 FG0757* NAD 83(1986)-  35 45 49.     (N)    093 03 37.     (W)     SCALED    
 FG0757* NAVD 88     -       480.602  (meters)    1576.78   (feet)  ADJUSTED  
 FG0757  ___________________________________________________________________
 FG0757  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0757  DYNAMIC HT  -         480.130 (meters)    1575.23  (feet)  COMP
 FG0757  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 FG0757
 FG0757  VERT ORDER  -  SECOND    CLASS 0
 FG0757
 FG0757.The horizontal coordinates were scaled from a topographic map and have
 FG0757.an estimated accuracy of +/- 6 seconds.
 FG0757
 FG0757.The orthometric height was determined by differential leveling
 FG0757.and adjusted by the National Geodetic Survey in June 1991..
 FG0757
 FG0757.The geoid height was determined by GEOID03.
 FG0757
 FG0757.The dynamic height is computed by dividing the NAVD 88
 FG0757.geopotential number by the normal gravity value computed on the
 FG0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0757.degrees latitude (g = 980.6199 gals.).
 FG0757
 FG0757.The modeled gravity was interpolated from observed gravity values.
 FG0757
 FG0757;                    North         East    Units  Estimated Accuracy
 FG0757;SPC AR N     -   159,190.      304,120.      MT  (+/- 180 meters Scaled)
 FG0757
 FG0757                          SUPERSEDED SURVEY CONTROL
 FG0757
 FG0757  NGVD 29 (??/??/92)  480.504  (m)         1576.45   (f) ADJ UNCH    2 0
 FG0757
 FG0757.Superseded values are not recommended for survey control.
 FG0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0757.See file dsdata.txt to determine how the superseded data were derived.
 FG0757
 FG0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV945577(NAD 83)
 FG0757_MARKER: DB = BENCH MARK DISK
 FG0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0757_STAMPING: A 147 1935
 FG0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0757+STABILITY: SURFACE MOTION
 FG0757
 FG0757  HISTORY     - Date     Condition        Report By
 FG0757  HISTORY     - 1935     MONUMENTED       CGS
 FG0757
 FG0757                          STATION DESCRIPTION
 FG0757
 FG0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0757'1.9 MI E FROM LURTON.
 FG0757'1.9 MILES EAST ALONG THE RICHLAND CREEK ROAD FROM THE SCHOOL AT
 FG0757'LURTON, NEWTON COUNTY, 160 FEET WEST OF A FORD ACROSS A SMALL CREEK,
 FG0757'15 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13 FEET NORTHWEST OF A
 FG0757'20-INCH BLACK OAK TREE, AND 10 FEET NORTH OF A BLAZED 18-INCH OAK
 FG0757'TREE.  A STANDARD DISK, STAMPED A 147 1935 AND SET IN THE TOP OF A
 FG0757'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0657 ***********************************************************************
 FG0657  DESIGNATION -  A 148
 FG0657  PID         -  FG0657
 FG0657  STATE/COUNTY-  AR/POPE
 FG0657  USGS QUAD   -  TILLY (1980)
 FG0657
 FG0657                         *CURRENT SURVEY CONTROL
 FG0657  ___________________________________________________________________
 FG0657* NAD 83(1986)-  35 42 10.     (N)    092 50 52.     (W)     SCALED    
 FG0657* NAVD 88     -       588.539  (meters)    1930.90   (feet)  ADJUSTED  
 FG0657  ___________________________________________________________________
 FG0657  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0657  DYNAMIC HT  -         587.963 (meters)    1929.01  (feet)  COMP
 FG0657  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 FG0657
 FG0657  VERT ORDER  -  SECOND    CLASS 0
 FG0657
 FG0657.The horizontal coordinates were scaled from a topographic map and have
 FG0657.an estimated accuracy of +/- 6 seconds.
 FG0657
 FG0657.The orthometric height was determined by differential leveling
 FG0657.and adjusted by the National Geodetic Survey in June 1991..
 FG0657
 FG0657.The geoid height was determined by GEOID03.
 FG0657
 FG0657.The dynamic height is computed by dividing the NAVD 88
 FG0657.geopotential number by the normal gravity value computed on the
 FG0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0657.degrees latitude (g = 980.6199 gals.).
 FG0657
 FG0657.The modeled gravity was interpolated from observed gravity values.
 FG0657
 FG0657;                    North         East    Units  Estimated Accuracy
 FG0657;SPC AR N     -   152,260.      323,280.      MT  (+/- 180 meters Scaled)
 FG0657
 FG0657                          SUPERSEDED SURVEY CONTROL
 FG0657
 FG0657  NGVD 29 (??/??/92)  588.446  (m)         1930.59   (f) ADJ UNCH    2 0
 FG0657
 FG0657.Superseded values are not recommended for survey control.
 FG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0657.See file dsdata.txt to determine how the superseded data were derived.
 FG0657
 FG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV137509(NAD 83)
 FG0657_MARKER: DB = BENCH MARK DISK
 FG0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0657_STAMPING: A 148 1935
 FG0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0657+STABILITY: SURFACE MOTION
 FG0657
 FG0657  HISTORY     - Date     Condition        Report By
 FG0657  HISTORY     - 1935     MONUMENTED       CGS
 FG0657
 FG0657                          STATION DESCRIPTION
 FG0657
 FG0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0657'1.9 MI S FROM TILLY.
 FG0657'1.9 MILES SOUTH ALONG THE LOST CORNER ROAD FROM THE JUNCTION WITH
 FG0657'STATE HIGHWAY 27 AT TILLY, POPE COUNTY, 0.2 MILE NORTH OF A ROUND
 FG0657'KNOLL, 46 FEET EAST OF THE CENTERLINE OF THE ROAD, 45 FEET NORTHEAST
 FG0657'OF THE JUNCTION OF A PRIVATE ROAD, 38 FEET SOUTH OF A ROCK FENCE, AND
 FG0657'6 FEET EAST OF TWIN HICKORY TREES.  A STANDARD DISK, STAMPED A 148
 FG0657'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0646 ***********************************************************************
 FG0646  DESIGNATION -  A 149
 FG0646  PID         -  FG0646
 FG0646  STATE/COUNTY-  AR/SEARCY
 FG0646  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0646
 FG0646                         *CURRENT SURVEY CONTROL
 FG0646  ___________________________________________________________________
 FG0646* NAD 83(1986)-  35 47 30.     (N)    092 52 06.     (W)     SCALED    
 FG0646* NAVD 88     -       558.009  (meters)    1830.73   (feet)  ADJUSTED  
 FG0646  ___________________________________________________________________
 FG0646  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0646  DYNAMIC HT  -         557.470 (meters)    1828.97  (feet)  COMP
 FG0646  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FG0646
 FG0646  VERT ORDER  -  SECOND    CLASS 0
 FG0646
 FG0646.The horizontal coordinates were scaled from a topographic map and have
 FG0646.an estimated accuracy of +/- 6 seconds.
 FG0646
 FG0646.The orthometric height was determined by differential leveling
 FG0646.and adjusted by the National Geodetic Survey in June 1991..
 FG0646
 FG0646.The geoid height was determined by GEOID03.
 FG0646
 FG0646.The dynamic height is computed by dividing the NAVD 88
 FG0646.geopotential number by the normal gravity value computed on the
 FG0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0646.degrees latitude (g = 980.6199 gals.).
 FG0646
 FG0646.The modeled gravity was interpolated from observed gravity values.
 FG0646
 FG0646;                    North         East    Units  Estimated Accuracy
 FG0646;SPC AR N     -   162,140.      321,510.      MT  (+/- 180 meters Scaled)
 FG0646
 FG0646                          SUPERSEDED SURVEY CONTROL
 FG0646
 FG0646  NGVD 29 (??/??/92)  557.909  (m)         1830.41   (f) ADJ UNCH    2 0
 FG0646
 FG0646.Superseded values are not recommended for survey control.
 FG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0646.See file dsdata.txt to determine how the superseded data were derived.
 FG0646
 FG0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV118608(NAD 83)
 FG0646_MARKER: DB = BENCH MARK DISK
 FG0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0646_STAMPING: A 149 1935
 FG0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0646+STABILITY: SURFACE MOTION
 FG0646
 FG0646  HISTORY     - Date     Condition        Report By
 FG0646  HISTORY     - 1935     MONUMENTED       CGS
 FG0646
 FG0646                          STATION DESCRIPTION
 FG0646
 FG0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0646'1.9 MI N FROM WITT SPRINGS.
 FG0646'1.9 MILES NORTH ALONG THE SNOWBALL ROAD FROM THE POST OFFICE AT WITT
 FG0646'SPRINGS, SEARCY COUNTY, 0.2 MILE NORTHWEST OF A BURNED HOUSE, 0.1 MILE
 FG0646'SOUTHEAST OF A SHARP CURVE AT A WOODEN BRIDGE, 110 FEET NORTHWEST OF A
 FG0646'FENCE CORNER, 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 11 FEET
 FG0646'SOUTH OF THE CENTERLINE OF A DIM TRAIL, 5 FEET NORTH OF A 20-INCH OAK
 FG0646'TREE, AND 5 FEET EAST OF AN 18-INCH OAK TREE.  A STANDARD DISK,
 FG0646'STAMPED A 149 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0889 ***********************************************************************
 EH0889  DESIGNATION -  A 15
 EH0889  PID         -  EH0889
 EH0889  STATE/COUNTY-  AR/PHILLIPS
 EH0889  USGS QUAD   -  LEXA (1991)
 EH0889
 EH0889                         *CURRENT SURVEY CONTROL
 EH0889  ___________________________________________________________________
 EH0889* NAD 83(1986)-  34 36 56.     (N)    090 45 21.     (W)     SCALED    
 EH0889* NAVD 88     -        60.863  (meters)     199.68   (feet)  ADJUSTED  
 EH0889  ___________________________________________________________________
 EH0889  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0889  DYNAMIC HT  -          60.805 (meters)     199.49  (feet)  COMP
 EH0889  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 EH0889
 EH0889  VERT ORDER  -  FIRST     CLASS II
 EH0889
 EH0889.The horizontal coordinates were scaled from a topographic map and have
 EH0889.an estimated accuracy of +/- 6 seconds.
 EH0889
 EH0889.The orthometric height was determined by differential leveling
 EH0889.and adjusted by the National Geodetic Survey in June 1991..
 EH0889.WARNING-Repeat measurements at this control monument indicate possible
 EH0889.vertical movement.
 EH0889
 EH0889.The geoid height was determined by GEOID03.
 EH0889
 EH0889.The dynamic height is computed by dividing the NAVD 88
 EH0889.geopotential number by the normal gravity value computed on the
 EH0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0889.degrees latitude (g = 980.6199 gals.).
 EH0889
 EH0889.The modeled gravity was interpolated from observed gravity values.
 EH0889
 EH0889;                    North         East    Units  Estimated Accuracy
 EH0889;SPC AR S     -   616,850.      514,100.      MT  (+/- 180 meters Scaled)
 EH0889
 EH0889                          SUPERSEDED SURVEY CONTROL
 EH0889
 EH0889  NGVD 29 (??/??/??)   60.887  (m)          199.76   (f) ADJUSTED    1 2
 EH0889
 EH0889.Superseded values are not recommended for survey control.
 EH0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0889.See file dsdata.txt to determine how the superseded data were derived.
 EH0889
 EH0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU057327(NAD 83)
 EH0889_MARKER: DB = BENCH MARK DISK
 EH0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0889_STAMPING: 199.675 A 15 1932
 EH0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0889+STABILITY: SURFACE MOTION
 EH0889
 EH0889  HISTORY     - Date     Condition        Report By
 EH0889  HISTORY     - 1932     MONUMENTED       CGS
 EH0889  HISTORY     - 1956     GOOD             CGS
 EH0889  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0889
 EH0889                          STATION DESCRIPTION
 EH0889
 EH0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0889'1.2 MI N FROM LEXA.
 EH0889'ABOUT 1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0889'STATION AT LEXA, AT THE CROSSING OF ABANDONED GRADE OF THE MISSOURI
 EH0889'AND ARKANSAS RAILROAD AT NORTH LEXA, 50 FEET SOUTHWEST OF CENTER OF
 EH0889'ABANDONED RAILROAD GRADE, 53.3 FEET EAST OF EAST RAIL OF MAIN TRACK OF
 EH0889'M.P. RR, 5 1/2 FEET EAST OF A TELEPHONE POLE, 38.8 FEET
 EH0889'NORTH-NORTHEAST OF MILEAGE TELEPHONE POLE NO. 324/10, 1 FOOT WEST OF A
 EH0889'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET
 EH0889'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EH0889
 EH0889                          STATION RECOVERY (1976)
 EH0889
 EH0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1156 ***********************************************************************
 EJ1156  DESIGNATION -  A 151 RESET
 EJ1156  PID         -  EJ1156
 EJ1156  STATE/COUNTY-  AR/HOT SPRING
 EJ1156  USGS QUAD   -  BISMARCK (1976)
 EJ1156
 EJ1156                         *CURRENT SURVEY CONTROL
 EJ1156  ___________________________________________________________________
 EJ1156* NAD 83(1986)-  34 15 30.     (N)    093 07 49.     (W)     SCALED    
 EJ1156* NAVD 88     -       116.66   (meters)     382.7    (feet)  RESET     
 EJ1156  ___________________________________________________________________
 EJ1156  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EJ1156
 EJ1156  VERT ORDER  -  THIRD
 EJ1156
 EJ1156.The horizontal coordinates were scaled from a topographic map and have
 EJ1156.an estimated accuracy of +/- 6 seconds.
 EJ1156
 EJ1156.The orthometric height was computed from unverified reset data.
 EJ1156
 EJ1156.The geoid height was determined by GEOID03.
 EJ1156
 EJ1156;                    North         East    Units  Estimated Accuracy
 EJ1156;SPC AR S     -   577,110.      295,910.      MT  (+/- 180 meters Scaled)
 EJ1156
 EJ1156                          SUPERSEDED SURVEY CONTROL
 EJ1156
 EJ1156.No superseded survey control is available for this station.
 EJ1156
 EJ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT880908(NAD 83)
 EJ1156_MARKER: DB = BENCH MARK DISK
 EJ1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1156_SP_SET: BRIDGE
 EJ1156_STAMPING: A 151 RESET 1969
 EJ1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1156
 EJ1156  HISTORY     - Date     Condition        Report By
 EJ1156  HISTORY     - 1969     MONUMENTED       ARHD
 EJ1156  HISTORY     - 1970     GOOD             NGS
 EJ1156
 EJ1156                          STATION DESCRIPTION
 EJ1156
 EJ1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EJ1156'5.2 MI S FROM BISMARCK.
 EJ1156'ABOUT 5.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 EJ1156'BISMARCK, AT A CONCRETE HIGHWAY BRIDGE OVER HOLLY CREEK, 17 FEET WEST
 EJ1156'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A WINGWALL, 2 FEET
 EJ1156'SOUTHWEST OF THE SOUTH END OF THE WEST BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0741 ***********************************************************************
 EJ0741  DESIGNATION -  A 152
 EJ0741  PID         -  EJ0741
 EJ0741  STATE/COUNTY-  AR/HOT SPRING
 EJ0741  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0741
 EJ0741                         *CURRENT SURVEY CONTROL
 EJ0741  ___________________________________________________________________
 EJ0741* NAD 83(1986)-  34 16 17.     (N)    092 56 50.     (W)     SCALED    
 EJ0741* NAVD 88     -        96.298  (meters)     315.94   (feet)  ADJUSTED  
 EJ0741  ___________________________________________________________________
 EJ0741  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EJ0741  DYNAMIC HT  -          96.204 (meters)     315.63  (feet)  COMP
 EJ0741  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 EJ0741
 EJ0741  VERT ORDER  -  SECOND    CLASS 0
 EJ0741
 EJ0741.The horizontal coordinates were scaled from a topographic map and have
 EJ0741.an estimated accuracy of +/- 6 seconds.
 EJ0741
 EJ0741.The orthometric height was determined by differential leveling
 EJ0741.and adjusted by the National Geodetic Survey in June 1991..
 EJ0741
 EJ0741.The geoid height was determined by GEOID03.
 EJ0741
 EJ0741.The dynamic height is computed by dividing the NAVD 88
 EJ0741.geopotential number by the normal gravity value computed on the
 EJ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0741.degrees latitude (g = 980.6199 gals.).
 EJ0741
 EJ0741.The modeled gravity was interpolated from observed gravity values.
 EJ0741
 EJ0741;                    North         East    Units  Estimated Accuracy
 EJ0741;SPC AR S     -   578,390.      312,780.      MT  (+/- 180 meters Scaled)
 EJ0741
 EJ0741                          SUPERSEDED SURVEY CONTROL
 EJ0741
 EJ0741  NGVD 29 (??/??/92)   96.31   (m)          316.0    (f) COMPUTED    2 0
 EJ0741
 EJ0741.Superseded values are not recommended for survey control.
 EJ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0741.See file dsdata.txt to determine how the superseded data were derived.
 EJ0741
 EJ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT048922(NAD 83)
 EJ0741_MARKER: DB = BENCH MARK DISK
 EJ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0741_STAMPING: A 152 1935
 EJ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0741+STABILITY: SURFACE MOTION
 EJ0741
 EJ0741  HISTORY     - Date     Condition        Report By
 EJ0741  HISTORY     - 1935     MONUMENTED       CGS
 EJ0741
 EJ0741                          STATION DESCRIPTION
 EJ0741
 EJ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0741'5.7 MI NW FROM DONALDSON.
 EJ0741'5.7 MILES NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ0741'DONALDSON, ALONG OLD MILITARY ROAD, AT THE JUNCTION WITH ANTIOCH ROAD,
 EJ0741'48 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROADS, 43.5
 EJ0741'FEET SOUTH OF A GATE TO THE H. W. STEMBRIDGE FARMHOUSE, 4 FEET WEST OF
 EJ0741'THE SOUTHEAST CORNER OF THE YARD, AND 1 FOOT SOUTH OF THE FENCE. A
 EJ0741'STANDARD DISK, STAMPED A 152 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0741'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1306 ***********************************************************************
 EJ1306  DESIGNATION -  A 153
 EJ1306  PID         -  EJ1306
 EJ1306  STATE/COUNTY-  AR/GARLAND
 EJ1306  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1306
 EJ1306                         *CURRENT SURVEY CONTROL
 EJ1306  ___________________________________________________________________
 EJ1306* NAD 83(1986)-  34 28 57.     (N)    093 05 45.     (W)     SCALED    
 EJ1306* NAVD 88     -       159.227  (meters)     522.40   (feet)  ADJUSTED  
 EJ1306  ___________________________________________________________________
 EJ1306  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ1306  DYNAMIC HT  -         159.070 (meters)     521.88  (feet)  COMP
 EJ1306  MODELED GRAV-     979,644.8   (mgal)                       NAVD 88
 EJ1306
 EJ1306  VERT ORDER  -  SECOND    CLASS 0
 EJ1306
 EJ1306.This mark is at Memorial Field Airport (HOT)
 EJ1306
 EJ1306.The horizontal coordinates were scaled from a topographic map and have
 EJ1306.an estimated accuracy of +/- 6 seconds.
 EJ1306
 EJ1306.The orthometric height was determined by differential leveling
 EJ1306.and adjusted by the National Geodetic Survey in June 1991..
 EJ1306
 EJ1306.The geoid height was determined by GEOID03.
 EJ1306
 EJ1306.The dynamic height is computed by dividing the NAVD 88
 EJ1306.geopotential number by the normal gravity value computed on the
 EJ1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1306.degrees latitude (g = 980.6199 gals.).
 EJ1306
 EJ1306.The modeled gravity was interpolated from observed gravity values.
 EJ1306
 EJ1306;                    North         East    Units  Estimated Accuracy
 EJ1306;SPC AR S     -   601,940.      299,350.      MT  (+/- 180 meters Scaled)
 EJ1306
 EJ1306                          SUPERSEDED SURVEY CONTROL
 EJ1306
 EJ1306  NGVD 29 (??/??/92)  159.229  (m)          522.40   (f) ADJ UNCH    2 0
 EJ1306
 EJ1306.Superseded values are not recommended for survey control.
 EJ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1306.See file dsdata.txt to determine how the superseded data were derived.
 EJ1306
 EJ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU912156(NAD 83)
 EJ1306_MARKER: DB = BENCH MARK DISK
 EJ1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1306_SP_SET: PLATFORM
 EJ1306_STAMPING: A 153 1960
 EJ1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1306
 EJ1306  HISTORY     - Date     Condition        Report By
 EJ1306  HISTORY     - 1960     MONUMENTED       CGS
 EJ1306  HISTORY     - 1973     GOOD             NGS
 EJ1306  HISTORY     - 1976     GOOD             NGS
 EJ1306
 EJ1306                          STATION DESCRIPTION
 EJ1306
 EJ1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EJ1306'0.8 MI SW FROM HOT SPRINGS.
 EJ1306'0.8 MI. FROM JUNCTION OF HWY 70 AND 270 AT HOT SPRINGS MEMORIAL FIELD
 EJ1306'ON HIGHWAY 70 SOUTHWEST OF THE CITY OF HOT SPRINGS, A BRONZE DISK SET
 EJ1306'HORIZONTALLY IN THE SOUTHWEST CORNER OF THE CONCRETE LOADING PLATFORM
 EJ1306'ON THE NORTHWEST SIDE OF THE AIRPORT TERMINAL BUILDING.
 EJ1306
 EJ1306                          STATION RECOVERY (1973)
 EJ1306
 EJ1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EJ1306'RECOVERED IN GOOD CONDITION.
 EJ1306
 EJ1306                          STATION RECOVERY (1976)
 EJ1306
 EJ1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EJ1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0455 ***********************************************************************
 GF0455  DESIGNATION -  A 156
 GF0455  PID         -  GF0455
 GF0455  STATE/COUNTY-  AR/CARROLL
 GF0455  USGS QUAD   -  OSAGE (1968)
 GF0455
 GF0455                         *CURRENT SURVEY CONTROL
 GF0455  ___________________________________________________________________
 GF0455* NAD 83(1986)-  36 09 51.     (N)    093 28 21.     (W)     SCALED    
 GF0455* NAVD 88     -       451.140  (meters)    1480.12   (feet)  ADJUSTED  
 GF0455  ___________________________________________________________________
 GF0455  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GF0455  DYNAMIC HT  -         450.727 (meters)    1478.76  (feet)  COMP
 GF0455  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GF0455
 GF0455  VERT ORDER  -  SECOND    CLASS 0
 GF0455
 GF0455.The horizontal coordinates were scaled from a topographic map and have
 GF0455.an estimated accuracy of +/- 6 seconds.
 GF0455
 GF0455.The orthometric height was determined by differential leveling
 GF0455.and adjusted by the National Geodetic Survey in June 1991..
 GF0455
 GF0455.The geoid height was determined by GEOID03.
 GF0455
 GF0455.The dynamic height is computed by dividing the NAVD 88
 GF0455.geopotential number by the normal gravity value computed on the
 GF0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0455.degrees latitude (g = 980.6199 gals.).
 GF0455
 GF0455.The modeled gravity was interpolated from observed gravity values.
 GF0455
 GF0455;                    North         East    Units  Estimated Accuracy
 GF0455;SPC AR N     -   204,110.      267,520.      MT  (+/- 180 meters Scaled)
 GF0455
 GF0455                          SUPERSEDED SURVEY CONTROL
 GF0455
 GF0455  NGVD 29 (??/??/92)  451.016  (m)         1479.71   (f) ADJ UNCH    2 0
 GF0455
 GF0455.Superseded values are not recommended for survey control.
 GF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0455.See file dsdata.txt to determine how the superseded data were derived.
 GF0455
 GF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA575022(NAD 83)
 GF0455_MARKER: DB = BENCH MARK DISK
 GF0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0455_STAMPING: A 156 1935
 GF0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0455+STABILITY: SURFACE MOTION
 GF0455
 GF0455  HISTORY     - Date     Condition        Report By
 GF0455  HISTORY     - 1935     MONUMENTED       CGS
 GF0455
 GF0455                          STATION DESCRIPTION
 GF0455
 GF0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0455'3.4 MI SE FROM RUDD.
 GF0455'3.4 MILES SOUTHEAST ALONG THE RUDD-OSAGE ROAD FROM THE POST
 GF0455'OFFICE AT RUDD, CARROLL COUNTY, 2 MILES SOUTHWEST ALONG THE
 GF0455'KINGSTON-OSAGE ROAD, 125 FEET NORTHEAST OF THE C.M. SEITZ
 GF0455'FARMHOUSE, 58 FEET EAST OF THE CENTERLINE OF THE ROAD, 31 FEET
 GF0455'NORTH OF THE NORTHWEST CORNER OF A TOOL HOUSE, 28 FEET SOUTH
 GF0455'OF THE SOUTHWEST CORNER OF A BARN, AND 1 1/2 FEET WEST OF A FENCE.
 GF0455'A STANDARD DISK, STAMPED A 156 1935 AND SET IN THE TOP OF A
 GF0455'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0533 ***********************************************************************
 GF0533  DESIGNATION -  A 157
 GF0533  PID         -  GF0533
 GF0533  STATE/COUNTY-  AR/CARROLL
 GF0533  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0533
 GF0533                         *CURRENT SURVEY CONTROL
 GF0533  ___________________________________________________________________
 GF0533* NAD 83(1986)-  36 23 33.     (N)    093 43 41.     (W)     SCALED    
 GF0533* NAVD 88     -       456.209  (meters)    1496.75   (feet)  ADJUSTED  
 GF0533  ___________________________________________________________________
 GF0533  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GF0533  DYNAMIC HT  -         455.805 (meters)    1495.42  (feet)  COMP
 GF0533  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 GF0533
 GF0533  VERT ORDER  -  SECOND    CLASS 0
 GF0533
 GF0533.The horizontal coordinates were scaled from a topographic map and have
 GF0533.an estimated accuracy of +/- 6 seconds.
 GF0533
 GF0533.The orthometric height was determined by differential leveling
 GF0533.and adjusted by the National Geodetic Survey in June 1991..
 GF0533
 GF0533.The geoid height was determined by GEOID03.
 GF0533
 GF0533.The dynamic height is computed by dividing the NAVD 88
 GF0533.geopotential number by the normal gravity value computed on the
 GF0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0533.degrees latitude (g = 980.6199 gals.).
 GF0533
 GF0533.The modeled gravity was interpolated from observed gravity values.
 GF0533
 GF0533;                    North         East    Units  Estimated Accuracy
 GF0533;SPC AR N     -   229,820.      244,970.      MT  (+/- 180 meters Scaled)
 GF0533
 GF0533                          SUPERSEDED SURVEY CONTROL
 GF0533
 GF0533  NGVD 29 (??/??/92)  456.065  (m)         1496.27   (f) ADJ UNCH    2 0
 GF0533
 GF0533.Superseded values are not recommended for survey control.
 GF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0533.See file dsdata.txt to determine how the superseded data were derived.
 GF0533
 GF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA347277(NAD 83)
 GF0533_MARKER: DB = BENCH MARK DISK
 GF0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0533_SP_SET: CULVERT
 GF0533_STAMPING: A 157 1935
 GF0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0533
 GF0533  HISTORY     - Date     Condition        Report By
 GF0533  HISTORY     - 1935     MONUMENTED       CGS
 GF0533  HISTORY     - 1987     GOOD             USPSQD
 GF0533  HISTORY     - 1987     GOOD             USPSQD
 GF0533  HISTORY     - 1988     GOOD             USPSQD
 GF0533  HISTORY     - 1989     GOOD             USPSQD
 GF0533  HISTORY     - 20041013 GOOD             USPSQD
 GF0533
 GF0533                          STATION DESCRIPTION
 GF0533
 GF0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0533'1.9 MI E FROM EUREKA SPRINGS.
 GF0533'1.9 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CITY AUDITORIUM AT
 GF0533'EUREKA SPRINGS, CARROLL COUNTY, 300 FEET SOUTHEAST OF THE END
 GF0533'OF AN S CURVE, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST, IN
 GF0533'THE HEADWALL OF A CONCRETE CULVERT, 1 FOOT SOUTHEAST OF THE
 GF0533'NORTHWEST END, 19 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GF0533'AND 10 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED A 157
 GF0533'1935.
 GF0533
 GF0533                          STATION RECOVERY (1987)
 GF0533
 GF0533'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0533'RECOVERED IN GOOD CONDITION.
 GF0533
 GF0533                          STATION RECOVERY (1987)
 GF0533
 GF0533'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0533'RECOVERED IN GOOD CONDITION.
 GF0533
 GF0533                          STATION RECOVERY (1988)
 GF0533
 GF0533'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0533'RECOVERED IN GOOD CONDITION.
 GF0533
 GF0533                          STATION RECOVERY (1989)
 GF0533
 GF0533'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GF0533'RECOVERED IN GOOD CONDITION.
 GF0533
 GF0533                          STATION RECOVERY (2004)
 GF0533
 GF0533'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 GF0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1176 ***********************************************************************
 FF1176  DESIGNATION -  A 16
 FF1176  PID         -  FF1176
 FF1176  STATE/COUNTY-  AR/CROSS
 FF1176  USGS QUAD   -  FAIR OAKS (1971)
 FF1176
 FF1176                         *CURRENT SURVEY CONTROL
 FF1176  ___________________________________________________________________
 FF1176* NAD 83(1986)-  35 14 35.     (N)    091 01 50.     (W)     SCALED    
 FF1176* NAVD 88     -        66.131  (meters)     216.96   (feet)  ADJUSTED  
 FF1176  ___________________________________________________________________
 FF1176  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1176  DYNAMIC HT  -          66.072 (meters)     216.77  (feet)  COMP
 FF1176  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 FF1176
 FF1176  VERT ORDER  -  FIRST     CLASS II
 FF1176
 FF1176.The horizontal coordinates were scaled from a topographic map and have
 FF1176.an estimated accuracy of +/- 6 seconds.
 FF1176
 FF1176.The orthometric height was determined by differential leveling
 FF1176.and adjusted by the National Geodetic Survey in June 1991..
 FF1176
 FF1176.The geoid height was determined by GEOID03.
 FF1176
 FF1176.The dynamic height is computed by dividing the NAVD 88
 FF1176.geopotential number by the normal gravity value computed on the
 FF1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1176.degrees latitude (g = 980.6199 gals.).
 FF1176
 FF1176.The modeled gravity was interpolated from observed gravity values.
 FF1176
 FF1176;                    North         East    Units  Estimated Accuracy
 FF1176;SPC AR N     -   101,360.      488,230.      MT  (+/- 180 meters Scaled)
 FF1176
 FF1176                          SUPERSEDED SURVEY CONTROL
 FF1176
 FF1176  NGVD 29 (??/??/??)   66.097  (m)          216.85   (f) ADJUSTED    1 2
 FF1176
 FF1176.Superseded values are not recommended for survey control.
 FF1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1176.See file dsdata.txt to determine how the superseded data were derived.
 FF1176
 FF1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV791017(NAD 83)
 FF1176_MARKER: DB = BENCH MARK DISK
 FF1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1176_STAMPING: 216.788 A 16 1932
 FF1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1176+STABILITY: SURFACE MOTION
 FF1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1176+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 FF1176
 FF1176  HISTORY     - Date     Condition        Report By
 FF1176  HISTORY     - 1932     MONUMENTED       CGS
 FF1176  HISTORY     - 1956     GOOD             CGS
 FF1176  HISTORY     - 20030529 GOOD             USACE
 FF1176
 FF1176                          STATION DESCRIPTION
 FF1176
 FF1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1176'AT FAIROAKS.
 FF1176'AT FAIROAKS, AT THE CROSSING OF THE MISSOURI PACIFIC RAILWAY
 FF1176'AND THE ST. LOUIS SOUTHWESTERN RAILWAY, 28 FEET NORTH OF NORTH
 FF1176'RAIL OF M.P. RY., 171 FEET EAST OF EAST RAIL OF THE ST. L. SW RY.,
 FF1176'20 FEET NORTH OF SEMAPHORE 3189, 8 FEET WEST-SOUTHWEST OF THE
 FF1176'SECOND TELEPHONE POLE EAST OF CROSSING OF TRACKS, ABOUT 4 FEET
 FF1176'BELOW LEVEL OF M.P.RY., AND SET IN THE TOP OF A CONCRETE POST
 FF1176'ABOUT 3 INCHES UNDERGROUND.
 FF1176
 FF1176                          STATION RECOVERY (2003)
 FF1176
 FF1176'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0804 ***********************************************************************
 EJ0804  DESIGNATION -  A 162
 EJ0804  PID         -  EJ0804
 EJ0804  STATE/COUNTY-  AR/SALINE
 EJ0804  USGS QUAD   -  LONSDALE NE (1984)
 EJ0804
 EJ0804                         *CURRENT SURVEY CONTROL
 EJ0804  ___________________________________________________________________
 EJ0804* NAD 83(1986)-  34 44 46.     (N)    092 51 25.     (W)     SCALED    
 EJ0804* NAVD 88     -       176.588  (meters)     579.36   (feet)  ADJUSTED  
 EJ0804  ___________________________________________________________________
 EJ0804  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EJ0804  DYNAMIC HT  -         176.416 (meters)     578.79  (feet)  COMP
 EJ0804  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 EJ0804
 EJ0804  VERT ORDER  -  SECOND    CLASS 0
 EJ0804
 EJ0804.The horizontal coordinates were scaled from a topographic map and have
 EJ0804.an estimated accuracy of +/- 6 seconds.
 EJ0804
 EJ0804.The orthometric height was determined by differential leveling
 EJ0804.and adjusted by the National Geodetic Survey in June 1991..
 EJ0804
 EJ0804.The geoid height was determined by GEOID03.
 EJ0804
 EJ0804.The dynamic height is computed by dividing the NAVD 88
 EJ0804.geopotential number by the normal gravity value computed on the
 EJ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0804.degrees latitude (g = 980.6199 gals.).
 EJ0804
 EJ0804.The modeled gravity was interpolated from observed gravity values.
 EJ0804
 EJ0804;                    North         East    Units  Estimated Accuracy
 EJ0804;SPC AR S     -   630,970.      321,530.      MT  (+/- 180 meters Scaled)
 EJ0804
 EJ0804                          SUPERSEDED SURVEY CONTROL
 EJ0804
 EJ0804  NGVD 29 (??/??/92)  176.592  (m)          579.37   (f) ADJ UNCH    2 0
 EJ0804
 EJ0804.Superseded values are not recommended for survey control.
 EJ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0804.See file dsdata.txt to determine how the superseded data were derived.
 EJ0804
 EJ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU130448(NAD 83)
 EJ0804_MARKER: DB = BENCH MARK DISK
 EJ0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0804_STAMPING: A 162 1935
 EJ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0804+STABILITY: SURFACE MOTION
 EJ0804
 EJ0804  HISTORY     - Date     Condition        Report By
 EJ0804  HISTORY     - 1935     MONUMENTED       CGS
 EJ0804
 EJ0804                          STATION DESCRIPTION
 EJ0804
 EJ0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0804'4.0 MI S FROM REFORM.
 EJ0804'4.0 MILES SOUTH ALONG THE OLD LITTLE ROCK-MOUNT IDA ROAD FROM THE POST
 EJ0804'OFFICE AT REFORM, SALINE COUNTY, 0.5 MILE WEST OF A SHARP CURVE IN THE
 EJ0804'ROAD AT THE JUNCTION OF A ROAD LEADING EAST ACROSS A CREEK, 275 FEET
 EJ0804'SOUTHEAST OF THE JAD LOUALLEN FARMHOUSE, 90 FEET EAST OF A FORD ACROSS
 EJ0804'A SMALL CREEK, AND 21.5 FEET NORTH OF THE CENTER LINE OF THE ROAD. A
 EJ0804'STANDARD DISK, STAMPED A 162 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0804'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1291 ***********************************************************************
 EJ1291  DESIGNATION -  A 163
 EJ1291  PID         -  EJ1291
 EJ1291  STATE/COUNTY-  AR/GARLAND
 EJ1291  USGS QUAD   -  BONNERDALE (1966)
 EJ1291
 EJ1291                         *CURRENT SURVEY CONTROL
 EJ1291  ___________________________________________________________________
 EJ1291* NAD 83(1986)-  34 29 19.     (N)    093 23 38.     (W)     SCALED    
 EJ1291* NAVD 88     -       218.187  (meters)     715.84   (feet)  ADJUSTED  
 EJ1291  ___________________________________________________________________
 EJ1291  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EJ1291  DYNAMIC HT  -         217.968 (meters)     715.12  (feet)  COMP
 EJ1291  MODELED GRAV-     979,627.3   (mgal)                       NAVD 88
 EJ1291
 EJ1291  VERT ORDER  -  SECOND    CLASS 0
 EJ1291
 EJ1291.The horizontal coordinates were scaled from a topographic map and have
 EJ1291.an estimated accuracy of +/- 6 seconds.
 EJ1291
 EJ1291.The orthometric height was determined by differential leveling
 EJ1291.and adjusted by the National Geodetic Survey in June 1991..
 EJ1291
 EJ1291.The geoid height was determined by GEOID03.
 EJ1291
 EJ1291.The dynamic height is computed by dividing the NAVD 88
 EJ1291.geopotential number by the normal gravity value computed on the
 EJ1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1291.degrees latitude (g = 980.6199 gals.).
 EJ1291
 EJ1291.The modeled gravity was interpolated from observed gravity values.
 EJ1291
 EJ1291;                    North         East    Units  Estimated Accuracy
 EJ1291;SPC AR S     -   602,950.      271,980.      MT  (+/- 180 meters Scaled)
 EJ1291
 EJ1291                          SUPERSEDED SURVEY CONTROL
 EJ1291
 EJ1291  NGVD 29 (??/??/92)  218.153  (m)          715.72   (f) ADJ UNCH    2 0
 EJ1291
 EJ1291.Superseded values are not recommended for survey control.
 EJ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1291.See file dsdata.txt to determine how the superseded data were derived.
 EJ1291
 EJ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU638164(NAD 83)
 EJ1291_MARKER: DB = BENCH MARK DISK
 EJ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1291_STAMPING: A 163 1935
 EJ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1291+STABILITY: SURFACE MOTION
 EJ1291
 EJ1291  HISTORY     - Date     Condition        Report By
 EJ1291  HISTORY     - 1935     MONUMENTED       CGS
 EJ1291  HISTORY     - 1961     GOOD             NGS
 EJ1291
 EJ1291                          STATION DESCRIPTION
 EJ1291
 EJ1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1291'5.4 MI SW FROM CRYSTAL SPRINGS.
 EJ1291'3.0 MILES WEST ALONG U.S. HIGHWAY 270 FROM THE PUBLIC SCHOOL AT
 EJ1291'CRYSTAL SPRINGS, GARLAND COUNTY, THENCE 2.4 MILES SOUTH ALONG THE BLUE
 EJ1291'CREEK ROAD.  0.7 MILE SOUTHWEST OF A ROAD LEADING TO MEYERS, 300 FEET
 EJ1291'NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND PEAK CEMETERY,
 EJ1291'225 FEET EAST OF A CONCRETE BRIDGE OVER A CREEK, 26.4 FEET SOUTH OF
 EJ1291'THE CENTER LINE OF THE ROAD, AND 16.5 FEET SOUTH OF A NORTHWEST FENCE
 EJ1291'CORNER.  A STANDARD DISK, STAMPED A 163 1935 AND SET IN THE TOP OF A
 EJ1291'CONCRETE POST.  NOTE-- ABOUT 0.1 MILE EAST OF THE PEAK CHURCH AND
 EJ1291'CEMETERY, ABOUT 100 FEET EAST OF THE EAST ONE OF TWO CONCRETE BRIDGES,
 EJ1291'ABOUT 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 16.5 FEET SOUTH
 EJ1291'OF A FENCE CORNER.  PART OF THE TOP OF THE CONCRETE POST WAS CHIPPED
 EJ1291'OFF BUT THE DISK WAS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0077 ***********************************************************************
 FG0077  DESIGNATION -  A 164
 FG0077  PID         -  FG0077
 FG0077  STATE/COUNTY-  AR/VAN BUREN
 FG0077  USGS QUAD   -  CLINTON (1981)
 FG0077
 FG0077                         *CURRENT SURVEY CONTROL
 FG0077  ___________________________________________________________________
 FG0077* NAD 83(1986)-  35 36 44.     (N)    092 25 00.     (W)     SCALED    
 FG0077* NAVD 88     -       192.388  (meters)     631.19   (feet)  ADJUSTED  
 FG0077  ___________________________________________________________________
 FG0077  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FG0077  DYNAMIC HT  -         192.214 (meters)     630.62  (feet)  COMP
 FG0077  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 FG0077
 FG0077  VERT ORDER  -  SECOND    CLASS 0
 FG0077
 FG0077.The horizontal coordinates were scaled from a topographic map and have
 FG0077.an estimated accuracy of +/- 6 seconds.
 FG0077
 FG0077.The orthometric height was determined by differential leveling
 FG0077.and adjusted by the National Geodetic Survey in June 1991..
 FG0077
 FG0077.The geoid height was determined by GEOID03.
 FG0077
 FG0077.The dynamic height is computed by dividing the NAVD 88
 FG0077.geopotential number by the normal gravity value computed on the
 FG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0077.degrees latitude (g = 980.6199 gals.).
 FG0077
 FG0077.The modeled gravity was interpolated from observed gravity values.
 FG0077
 FG0077;                    North         East    Units  Estimated Accuracy
 FG0077;SPC AR N     -   141,960.      362,250.      MT  (+/- 180 meters Scaled)
 FG0077
 FG0077                          SUPERSEDED SURVEY CONTROL
 FG0077
 FG0077  NGVD 29 (??/??/92)  192.299  (m)          630.90   (f) ADJ UNCH    2 0
 FG0077
 FG0077.Superseded values are not recommended for survey control.
 FG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0077.See file dsdata.txt to determine how the superseded data were derived.
 FG0077
 FG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV528410(NAD 83)
 FG0077_MARKER: DB = BENCH MARK DISK
 FG0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0077_STAMPING: A 164 1935
 FG0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0077+STABILITY: SURFACE MOTION
 FG0077
 FG0077  HISTORY     - Date     Condition        Report By
 FG0077  HISTORY     - 1935     MONUMENTED       CGS
 FG0077
 FG0077                          STATION DESCRIPTION
 FG0077
 FG0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0077'3 MI E FROM CLINTON.
 FG0077'3 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE HIGHWAY
 FG0077'95 AND U. S. HIGHWAY 65 AT CLINTON, VAN BUREN COUNTY, 1.7 MILES NORTH
 FG0077'ALONG THE HOLLY MOUNTAIN ROAD, 26 FEET SOUTHWEST OF THE SOUTHWEST
 FG0077'CORNER OF THE W. R. WILLIAMS FARMHOUSE, 49 FEET EAST OF THE CENTERLINE
 FG0077'OF THE ROAD, 11 FEET SOUTHWEST OF A 12-INCH OAK TREE, 9 FEET EAST OF A
 FG0077'SOUTHWEST FENCE CORNER, AND 1 1/2 FEET NORTH OF A FENCE. A STANDARD
 FG0077'DISK, STAMPED A 164 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1394 ***********************************************************************
 FF1394  DESIGNATION -  A 165
 FF1394  PID         -  FF1394
 FF1394  STATE/COUNTY-  AR/WHITE
 FF1394  USGS QUAD   -  JASMINE (1994)
 FF1394
 FF1394                         *CURRENT SURVEY CONTROL
 FF1394  ___________________________________________________________________
 FF1394* NAD 83(1986)-  35 04 41.     (N)    091 35 53.     (W)     SCALED    
 FF1394* NAVD 88     -        59.575  (meters)     195.46   (feet)  ADJUSTED  
 FF1394  ___________________________________________________________________
 FF1394  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF1394  DYNAMIC HT  -          59.520 (meters)     195.28  (feet)  COMP
 FF1394  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 FF1394
 FF1394  VERT ORDER  -  FIRST     CLASS II
 FF1394
 FF1394.The horizontal coordinates were scaled from a topographic map and have
 FF1394.an estimated accuracy of +/- 6 seconds.
 FF1394
 FF1394.The orthometric height was determined by differential leveling
 FF1394.and adjusted by the National Geodetic Survey in June 1991..
 FF1394
 FF1394.The geoid height was determined by GEOID03.
 FF1394
 FF1394.The dynamic height is computed by dividing the NAVD 88
 FF1394.geopotential number by the normal gravity value computed on the
 FF1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1394.degrees latitude (g = 980.6199 gals.).
 FF1394
 FF1394.The modeled gravity was interpolated from observed gravity values.
 FF1394
 FF1394;                    North         East    Units  Estimated Accuracy
 FF1394;SPC AR N     -    82,700.      436,660.      MT  (+/- 180 meters Scaled)
 FF1394
 FF1394                          SUPERSEDED SURVEY CONTROL
 FF1394
 FF1394  NGVD 29 (??/??/??)   59.556  (m)          195.39   (f) ADJUSTED    1 2
 FF1394
 FF1394.Superseded values are not recommended for survey control.
 FF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1394.See file dsdata.txt to determine how the superseded data were derived.
 FF1394
 FF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU278825(NAD 83)
 FF1394_MARKER: DB = BENCH MARK DISK
 FF1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1394_STAMPING: A 165 1955
 FF1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1394+STABILITY: SURFACE MOTION
 FF1394
 FF1394  HISTORY     - Date     Condition        Report By
 FF1394  HISTORY     - 1955     MONUMENTED       CGS
 FF1394
 FF1394                          STATION DESCRIPTION
 FF1394
 FF1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1394'4.1 MI SE FROM GRIFFITHVILLE.
 FF1394'4.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1394'RAILROAD FROM THE STATION AT GRIFFITHVILLE, 0.3 MILE SOUTHEAST
 FF1394'OF THE ROAD CROSSING AT BELCHER SIDING, 0.1 MILE NORTHWEST OF
 FF1394'MILEPOST 23, 35.6 FEET SOUTH OF A 16 INCH OAK TREE, 33 FEET
 FF1394'EAST OF THE EAST CORNER OF TRESTLE 23.1, 26 FEET NORTHEAST OF
 FF1394'THE NORTHEAST RAIL, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 FF1394'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0648 ***********************************************************************
 GE0648  DESIGNATION -  A 166
 GE0648  PID         -  GE0648
 GE0648  STATE/COUNTY-  AR/SHARP
 GE0648  USGS QUAD   -  EVENING SHADE (1961)
 GE0648
 GE0648                         *CURRENT SURVEY CONTROL
 GE0648  ___________________________________________________________________
 GE0648* NAD 83(1986)-  36 00 12.     (N)    091 35 07.     (W)     SCALED    
 GE0648* NAVD 88     -       175.558  (meters)     575.98   (feet)  ADJUSTED  
 GE0648  ___________________________________________________________________
 GE0648  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GE0648  DYNAMIC HT  -         175.407 (meters)     575.48  (feet)  COMP
 GE0648  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GE0648
 GE0648  VERT ORDER  -  SECOND    CLASS 0
 GE0648
 GE0648.The horizontal coordinates were scaled from a topographic map and have
 GE0648.an estimated accuracy of +/- 6 seconds.
 GE0648
 GE0648.The orthometric height was determined by differential leveling
 GE0648.and adjusted by the National Geodetic Survey in June 1991..
 GE0648
 GE0648.The geoid height was determined by GEOID03.
 GE0648
 GE0648.The dynamic height is computed by dividing the NAVD 88
 GE0648.geopotential number by the normal gravity value computed on the
 GE0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0648.degrees latitude (g = 980.6199 gals.).
 GE0648
 GE0648.The modeled gravity was interpolated from observed gravity values.
 GE0648
 GE0648;                    North         East    Units  Estimated Accuracy
 GE0648;SPC AR N     -   185,350.      437,390.      MT  (+/- 180 meters Scaled)
 GE0648
 GE0648                          SUPERSEDED SURVEY CONTROL
 GE0648
 GE0648  NGVD 29 (??/??/92)  175.475  (m)          575.70   (f) ADJ UNCH    2 0
 GE0648
 GE0648.Superseded values are not recommended for survey control.
 GE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0648.See file dsdata.txt to determine how the superseded data were derived.
 GE0648
 GE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV275852(NAD 83)
 GE0648_MARKER: DB = BENCH MARK DISK
 GE0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0648_SP_SET: CULVERT
 GE0648_STAMPING: A 166 1955
 GE0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0648
 GE0648  HISTORY     - Date     Condition        Report By
 GE0648  HISTORY     - 1955     MONUMENTED       CGS
 GE0648
 GE0648                          STATION DESCRIPTION
 GE0648
 GE0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0648'5.6 MI NW FROM CAVE CITY.
 GE0648'5.65 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 GE0648'AT CAVE CITY, 0.25 MILE NORTH OF THE TOP OF A LONG HILL, 20 FEET
 GE0648'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 GE0648'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0647 ***********************************************************************
 GE0647  DESIGNATION -  A 167
 GE0647  PID         -  GE0647
 GE0647  STATE/COUNTY-  AR/SHARP
 GE0647  USGS QUAD   -  EVENING SHADE (1961)
 GE0647
 GE0647                         *CURRENT SURVEY CONTROL
 GE0647  ___________________________________________________________________
 GE0647* NAD 83(1986)-  36 00 43.     (N)    091 35 16.     (W)     SCALED    
 GE0647* NAVD 88     -       187.862  (meters)     616.34   (feet)  ADJUSTED  
 GE0647  ___________________________________________________________________
 GE0647  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GE0647  DYNAMIC HT  -         187.700 (meters)     615.81  (feet)  COMP
 GE0647  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GE0647
 GE0647  VERT ORDER  -  SECOND    CLASS 0
 GE0647
 GE0647.The horizontal coordinates were scaled from a topographic map and have
 GE0647.an estimated accuracy of +/- 6 seconds.
 GE0647
 GE0647.The orthometric height was determined by differential leveling
 GE0647.and adjusted by the National Geodetic Survey in June 1991..
 GE0647
 GE0647.The geoid height was determined by GEOID03.
 GE0647
 GE0647.The dynamic height is computed by dividing the NAVD 88
 GE0647.geopotential number by the normal gravity value computed on the
 GE0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0647.degrees latitude (g = 980.6199 gals.).
 GE0647
 GE0647.The modeled gravity was interpolated from observed gravity values.
 GE0647
 GE0647;                    North         East    Units  Estimated Accuracy
 GE0647;SPC AR N     -   186,310.      437,160.      MT  (+/- 180 meters Scaled)
 GE0647
 GE0647                          SUPERSEDED SURVEY CONTROL
 GE0647
 GE0647  NGVD 29 (??/??/92)  187.777  (m)          616.07   (f) ADJ UNCH    2 0
 GE0647
 GE0647.Superseded values are not recommended for survey control.
 GE0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0647.See file dsdata.txt to determine how the superseded data were derived.
 GE0647
 GE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV272861(NAD 83)
 GE0647_MARKER: DB = BENCH MARK DISK
 GE0647_SETTING: 66 = SET IN ROCK OUTCROP
 GE0647_SP_SET: ROCK OUTCROP
 GE0647_STAMPING: A 167 1955
 GE0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0647+STABILITY: POSITION/ELEVATION WELL
 GE0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0647+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 GE0647
 GE0647  HISTORY     - Date     Condition        Report By
 GE0647  HISTORY     - 1955     MONUMENTED       CGS
 GE0647  HISTORY     - 20041210 GOOD             ARHD
 GE0647
 GE0647                          STATION DESCRIPTION
 GE0647
 GE0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0647'5 MI S FROM EVENING SHADE.
 GE0647'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0647'EVENING SHADE, THENCE 4.75 MILES SOUTH ALONG STATE HIGHWAY 11,
 GE0647'0.25 MILE SOUTH OF A JUNCTION WITH A GRADED DIRT ROAD LEADING
 GE0647'EAST, 94.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 GE0647'WEST OF A FENCE, 32 FEET WEST OF A WITNESS POST, FLUSH WITH THE
 GE0647'GROUND, SET IN THE TOP OF A LIMESTONE OUTCROP.
 GE0647
 GE0647                          STATION RECOVERY (2004)
 GE0647
 GE0647'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 GE0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1138 ***********************************************************************
 EH1138  DESIGNATION -  A 168
 EH1138  PID         -  EH1138
 EH1138  STATE/COUNTY-  AR/MONROE
 EH1138  USGS QUAD   -  BRINKLEY (1971)
 EH1138
 EH1138                         *CURRENT SURVEY CONTROL
 EH1138  ___________________________________________________________________
 EH1138* NAD 83(1986)-  34 52 56.     (N)    091 12 41.     (W)     SCALED    
 EH1138* NAVD 88     -        57.904  (meters)     189.97   (feet)  ADJUSTED  
 EH1138  ___________________________________________________________________
 EH1138  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1138  DYNAMIC HT  -          57.851 (meters)     189.80  (feet)  COMP
 EH1138  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 EH1138
 EH1138  VERT ORDER  -  FIRST     CLASS II
 EH1138
 EH1138.The horizontal coordinates were scaled from a topographic map and have
 EH1138.an estimated accuracy of +/- 6 seconds.
 EH1138
 EH1138.The orthometric height was determined by differential leveling
 EH1138.and adjusted by the National Geodetic Survey in June 1991..
 EH1138
 EH1138.The geoid height was determined by GEOID03.
 EH1138
 EH1138.The dynamic height is computed by dividing the NAVD 88
 EH1138.geopotential number by the normal gravity value computed on the
 EH1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1138.degrees latitude (g = 980.6199 gals.).
 EH1138
 EH1138.The modeled gravity was interpolated from observed gravity values.
 EH1138
 EH1138;                    North         East    Units  Estimated Accuracy
 EH1138;SPC AR S     -   646,020.      472,100.      MT  (+/- 180 meters Scaled)
 EH1138
 EH1138                          SUPERSEDED SURVEY CONTROL
 EH1138
 EH1138  NGVD 29 (??/??/??)   57.907  (m)          189.98   (f) ADJUSTED    1 2
 EH1138
 EH1138.Superseded values are not recommended for survey control.
 EH1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1138.See file dsdata.txt to determine how the superseded data were derived.
 EH1138
 EH1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU634614(NAD 83)
 EH1138_MARKER: DB = BENCH MARK DISK
 EH1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1138_STAMPING: A 168 1955
 EH1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1138+STABILITY: SURFACE MOTION
 EH1138
 EH1138  HISTORY     - Date     Condition        Report By
 EH1138  HISTORY     - 1955     MONUMENTED       CGS
 EH1138
 EH1138                          STATION DESCRIPTION
 EH1138
 EH1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1138'1.25 MI SW FROM BRINKLEY.
 EH1138'ABOUT 1.25 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1138'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 0.45 MILE SOUTHWEST
 EH1138'OF MILE POLE 70, ABOUT 208 YARDS NORTHEAST OF A PRIVATE ROAD CROSSING
 EH1138'AND THE NORTHEAST END OF CITY DUMP, 83 1/2 FEET NORTHWEST OF NORTHWEST
 EH1138'RAIL OF NORTHWEST TRACK, 96 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN
 EH1138'TRACK, 196 FEET NORTH-NORTHEAST OF A SWITCH STAND AT THE SOUTHWEST END
 EH1138'OF DOUBLE TRACK, 55 FEET NORTHWEST OF A TELEPHONE POLE, 72 FEET
 EH1138'NORTHWEST OF A TELEPHONE BOX, AT RIGHT ANGLE ACROSS TRACK FROM DOUBLE
 EH1138'TELEPHONE POLE NO. 2980 R - 2980 L, 3 FEET SOUTHWEST OF A WHITE WOODEN
 EH1138'WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 EH1138'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1155 ***********************************************************************
 EH1155  DESIGNATION -  A 169
 EH1155  PID         -  EH1155
 EH1155  STATE/COUNTY-  AR/MONROE
 EH1155  USGS QUAD   -  BRINKLEY (1971)
 EH1155
 EH1155                         *CURRENT SURVEY CONTROL
 EH1155  ___________________________________________________________________
 EH1155* NAD 83(1986)-  34 54 12.     (N)    091 08 18.     (W)     SCALED    
 EH1155* NAVD 88     -        58.068  (meters)     190.51   (feet)  ADJUSTED  
 EH1155  ___________________________________________________________________
 EH1155  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1155  DYNAMIC HT  -          58.015 (meters)     190.34  (feet)  COMP
 EH1155  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 EH1155
 EH1155  VERT ORDER  -  FIRST     CLASS II
 EH1155
 EH1155.The horizontal coordinates were scaled from a topographic map and have
 EH1155.an estimated accuracy of +/- 6 seconds.
 EH1155
 EH1155.The orthometric height was determined by differential leveling
 EH1155.and adjusted by the National Geodetic Survey in June 1991..
 EH1155
 EH1155.The geoid height was determined by GEOID03.
 EH1155
 EH1155.The dynamic height is computed by dividing the NAVD 88
 EH1155.geopotential number by the normal gravity value computed on the
 EH1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1155.degrees latitude (g = 980.6199 gals.).
 EH1155
 EH1155.The modeled gravity was interpolated from observed gravity values.
 EH1155
 EH1155;                    North         East    Units  Estimated Accuracy
 EH1155;SPC AR S     -   648,420.      478,750.      MT  (+/- 180 meters Scaled)
 EH1155
 EH1155                          SUPERSEDED SURVEY CONTROL
 EH1155
 EH1155  NGVD 29 (??/??/??)   58.068  (m)          190.51   (f) ADJUSTED    1 2
 EH1155
 EH1155.Superseded values are not recommended for survey control.
 EH1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1155.See file dsdata.txt to determine how the superseded data were derived.
 EH1155
 EH1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU700639(NAD 83)
 EH1155_MARKER: DB = BENCH MARK DISK
 EH1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1155_SP_SET: CULVERT
 EH1155_STAMPING: A 169 1955
 EH1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1155+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1155
 EH1155  HISTORY     - Date     Condition        Report By
 EH1155  HISTORY     - 1955     MONUMENTED       CGS
 EH1155  HISTORY     - 20030422 GOOD             USACE
 EH1155
 EH1155                          STATION DESCRIPTION
 EH1155
 EH1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1155'3.1 MI NE FROM BRINKLEY.
 EH1155'ABOUT 3.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1155'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 1.6 MILES SOUTHWEST
 EH1155'OF THE STATION AT WHEATLEY, ABOUT 143 YARDS SOUTHWEST OF MILE POLE 66,
 EH1155'66 FEET SOUTHEAST OF SOUTHEAST RAIL, 92 YARDS NORTHEAST OF A PRIVATE
 EH1155'FARM ROAD CROSSING, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 EH1155'HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER U.S. HIGHWAY 70, 27 FEET
 EH1155'NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 6 FEET BELOW LEVEL OF TRACK
 EH1155'AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 EH1155
 EH1155                          STATION RECOVERY (2003)
 EH1155
 EH1155'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0523 ***********************************************************************
 GE0523  DESIGNATION -  A 17
 GE0523  PID         -  GE0523
 GE0523  STATE/COUNTY-  AR/FULTON
 GE0523  USGS QUAD   -  SALEM (1984)
 GE0523
 GE0523                         *CURRENT SURVEY CONTROL
 GE0523  ___________________________________________________________________
 GE0523* NAD 83(1986)-  36 22 15.     (N)    091 49 23.     (W)     SCALED    
 GE0523* NAVD 88     -       203.768  (meters)     668.53   (feet)  ADJUSTED  
 GE0523  ___________________________________________________________________
 GE0523  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE0523  DYNAMIC HT  -         203.597 (meters)     667.97  (feet)  COMP
 GE0523  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 GE0523
 GE0523  VERT ORDER  -  SECOND    CLASS 0
 GE0523
 GE0523.The horizontal coordinates were scaled from a topographic map and have
 GE0523.an estimated accuracy of +/- 6 seconds.
 GE0523
 GE0523.The orthometric height was determined by differential leveling
 GE0523.and adjusted by the National Geodetic Survey in June 1991..
 GE0523
 GE0523.The geoid height was determined by GEOID03.
 GE0523
 GE0523.The dynamic height is computed by dividing the NAVD 88
 GE0523.geopotential number by the normal gravity value computed on the
 GE0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0523.degrees latitude (g = 980.6199 gals.).
 GE0523
 GE0523.The modeled gravity was interpolated from observed gravity values.
 GE0523
 GE0523;                    North         East    Units  Estimated Accuracy
 GE0523;SPC AR N     -   226,070.      415,880.      MT  (+/- 180 meters Scaled)
 GE0523
 GE0523                          SUPERSEDED SURVEY CONTROL
 GE0523
 GE0523  NGVD 29 (??/??/92)  203.652  (m)          668.15   (f) ADJ UNCH    2 0
 GE0523
 GE0523.Superseded values are not recommended for survey control.
 GE0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0523.See file dsdata.txt to determine how the superseded data were derived.
 GE0523
 GE0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA055257(NAD 83)
 GE0523_MARKER: DB = BENCH MARK DISK
 GE0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0523_SP_SET: BUILDING
 GE0523_STAMPING: A 17 1932 668.148
 GE0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0523
 GE0523  HISTORY     - Date     Condition        Report By
 GE0523  HISTORY     - 1932     MONUMENTED       CGS
 GE0523  HISTORY     - UNK      GOOD             NGS
 GE0523  HISTORY     - 1955     GOOD             NGS
 GE0523
 GE0523                          STATION DESCRIPTION
 GE0523
 GE0523'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 GE0523'RECOVERED IN GOOD CONDITION.
 GE0523
 GE0523                          STATION RECOVERY (1955)
 GE0523
 GE0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GE0523'AT SALEM.
 GE0523'AT SALEM, AT THE EAST ENTRANCE TO THE COURTHOUSE, 1.9 FEET NORTH
 GE0523'OF THE NORTH EDGE OF THE EAST DOOR, 4.4 FEET ABOVE THE GROUND,
 GE0523'SET VERTICALLY IN THE EAST WALL OF THE COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0610 ***********************************************************************
 FF0610  DESIGNATION -  A 170
 FF0610  PID         -  FF0610
 FF0610  STATE/COUNTY-  AR/ST FRANCIS
 FF0610  USGS QUAD   -  FORREST CITY (1976)
 FF0610
 FF0610                         *CURRENT SURVEY CONTROL
 FF0610  ___________________________________________________________________
 FF0610* NAD 83(1986)-  35 00 02.     (N)    090 45 03.     (W)     SCALED    
 FF0610* NAVD 88     -        77.300  (meters)     253.61   (feet)  ADJUSTED  
 FF0610  ___________________________________________________________________
 FF0610  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0610  DYNAMIC HT  -          77.230 (meters)     253.38  (feet)  COMP
 FF0610  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 FF0610
 FF0610  VERT ORDER  -  FIRST     CLASS II
 FF0610
 FF0610.The horizontal coordinates were scaled from a topographic map and have
 FF0610.an estimated accuracy of +/- 6 seconds.
 FF0610
 FF0610.The orthometric height was determined by differential leveling
 FF0610.and adjusted by the National Geodetic Survey in June 1991..
 FF0610
 FF0610.The geoid height was determined by GEOID03.
 FF0610
 FF0610.The dynamic height is computed by dividing the NAVD 88
 FF0610.geopotential number by the normal gravity value computed on the
 FF0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0610.degrees latitude (g = 980.6199 gals.).
 FF0610
 FF0610.The modeled gravity was interpolated from observed gravity values.
 FF0610
 FF0610;                    North         East    Units  Estimated Accuracy
 FF0610;SPC AR N     -    74,750.      514,030.      MT  (+/- 180 meters Scaled)
 FF0610
 FF0610                          SUPERSEDED SURVEY CONTROL
 FF0610
 FF0610  NGVD 29 (??/??/??)   77.283  (m)          253.55   (f) ADJUSTED    1 2
 FF0610
 FF0610.Superseded values are not recommended for survey control.
 FF0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0610.See file dsdata.txt to determine how the superseded data were derived.
 FF0610
 FF0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU052754(NAD 83)
 FF0610_MARKER: DB = BENCH MARK DISK
 FF0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0610_STAMPING: A 170 1955
 FF0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0610+STABILITY: SURFACE MOTION
 FF0610
 FF0610  HISTORY     - Date     Condition        Report By
 FF0610  HISTORY     - 1955     MONUMENTED       CGS
 FF0610  HISTORY     - 20030603 MARK NOT FOUND   USACE
 FF0610
 FF0610                          STATION DESCRIPTION
 FF0610
 FF0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0610'2.2 MI E FROM FORREST CITY.
 FF0610'ABOUT 2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0610'RAILROAD FROM THE STATION AT FORREST CITY, ABOUT 1.9 MILES
 FF0610'SOUTHWEST OF THE STATION AT MADISON, ABOUT 0.45 MILE EAST OF A
 FF0610'GRAVEL ROAD CROSSING, ABOUT 0.4 MILE EAST OF MILE POLE 43, AT A
 FF0610'FARM ROAD CROSSING, 47 FEET SOUTHEAST OF SOUTHEAST RAIL, 62 FEET
 FF0610'SOUTH OF CENTER OF CROSSING, 61 1/2 FEET SOUTH AND ACROSS FIELD
 FF0610'ROAD FROM THE CROSSING SIGN, 1 FOOT NORTHWEST OF A FENCE LINE,
 FF0610'96 1/2 FEET WEST OF TELEPHONE POLE NO. 1856, 39 FEET NORTHEAST
 FF0610'OF TELEPHONE POLE NO. 1857, ABOUT 2 FEET BELOW LEVEL OF TRACK
 FF0610'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0610
 FF0610                          STATION RECOVERY (2003)
 FF0610
 FF0610'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0895 ***********************************************************************
 EH0895  DESIGNATION -  A 171
 EH0895  PID         -  EH0895
 EH0895  STATE/COUNTY-  AR/PHILLIPS
 EH0895  USGS QUAD   -  WEST HELENA (1982)
 EH0895
 EH0895                         *CURRENT SURVEY CONTROL
 EH0895  ___________________________________________________________________
 EH0895* NAD 83(1986)-  34 35 31.     (N)    090 41 50.     (W)     SCALED    
 EH0895* NAVD 88     -        70.318  (meters)     230.70   (feet)  ADJUSTED  
 EH0895  ___________________________________________________________________
 EH0895  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0895  DYNAMIC HT  -          70.250 (meters)     230.48  (feet)  COMP
 EH0895  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 EH0895
 EH0895  VERT ORDER  -  FIRST     CLASS II
 EH0895
 EH0895.The horizontal coordinates were scaled from a topographic map and have
 EH0895.an estimated accuracy of +/- 6 seconds.
 EH0895
 EH0895.The orthometric height was determined by differential leveling
 EH0895.and adjusted by the National Geodetic Survey in June 1991..
 EH0895
 EH0895.The geoid height was determined by GEOID03.
 EH0895
 EH0895.The dynamic height is computed by dividing the NAVD 88
 EH0895.geopotential number by the normal gravity value computed on the
 EH0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0895.degrees latitude (g = 980.6199 gals.).
 EH0895
 EH0895.The modeled gravity was interpolated from observed gravity values.
 EH0895
 EH0895;                    North         East    Units  Estimated Accuracy
 EH0895;SPC AR S     -   614,300.      519,510.      MT  (+/- 180 meters Scaled)
 EH0895
 EH0895                          SUPERSEDED SURVEY CONTROL
 EH0895
 EH0895  NGVD 29 (??/??/??)   70.346  (m)          230.79   (f) ADJUSTED    1 2
 EH0895
 EH0895.Superseded values are not recommended for survey control.
 EH0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0895.See file dsdata.txt to determine how the superseded data were derived.
 EH0895
 EH0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU111302(NAD 83)
 EH0895_MARKER: DB = BENCH MARK DISK
 EH0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0895_SP_SET: CONCRETE FOUNDATION
 EH0895_STAMPING: A 171 1956
 EH0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0895
 EH0895  HISTORY     - Date     Condition        Report By
 EH0895  HISTORY     - 1956     MONUMENTED       CGS
 EH0895  HISTORY     - 1976     GOOD             NGS
 EH0895  HISTORY     - 20030305 MARK NOT FOUND   USACE
 EH0895
 EH0895                          STATION DESCRIPTION
 EH0895
 EH0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0895'3.55 MI E FROM LEXA.
 EH0895'ABOUT 3.05 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 EH0895'MISSOURI PACIFIC RAILROAD AT LEXA, THENCE ABOUT 0.5 MILE SOUTH ALONG A
 EH0895'GRAVEL ROAD, ABOUT 0.95 MILE NORTH OF CROSSING A BANDONED GRADE OF THE
 EH0895'MISSOURI AND ARKANSAS RAILROAD AT SOUTHLAND, ABOUT 0.5 MILE NORTH OF A
 EH0895'CROSSROAD, 125 FEET EAST OF CENTER LINE OF ROAD, SET VERTICALLY IN THE
 EH0895'NORTH FACE OF CONCRETE FOUNDATION OF SPRING LAKE M. B. CHURCH (YELLOW
 EH0895'BRICK BUILDING), 9 1/2 FEET EAST OF NORTHWEST CORNER OF CHURCH AND 1
 EH0895'FOOT ABOVE GROUND.
 EH0895
 EH0895                          STATION RECOVERY (1976)
 EH0895
 EH0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0895'RECOVERED IN GOOD CONDITION.
 EH0895
 EH0895                          STATION RECOVERY (2003)
 EH0895
 EH0895'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0863 ***********************************************************************
 EH0863  DESIGNATION -  A 172
 EH0863  PID         -  EH0863
 EH0863  STATE/COUNTY-  AR/LEE
 EH0863  USGS QUAD   -  AUBREY (1971)
 EH0863
 EH0863                         *CURRENT SURVEY CONTROL
 EH0863  ___________________________________________________________________
 EH0863* NAD 83(1986)-  34 41 17.     (N)    090 53 50.     (W)     SCALED    
 EH0863* NAVD 88     -        57.855  (meters)     189.81   (feet)  ADJUSTED  
 EH0863  ___________________________________________________________________
 EH0863  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH0863  DYNAMIC HT  -          57.800 (meters)     189.63  (feet)  COMP
 EH0863  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 EH0863
 EH0863  VERT ORDER  -  FIRST     CLASS II
 EH0863
 EH0863.The horizontal coordinates were scaled from a topographic map and have
 EH0863.an estimated accuracy of +/- 6 seconds.
 EH0863
 EH0863.The orthometric height was determined by differential leveling
 EH0863.and adjusted by the National Geodetic Survey in June 1991..
 EH0863
 EH0863.The geoid height was determined by GEOID03.
 EH0863
 EH0863.The dynamic height is computed by dividing the NAVD 88
 EH0863.geopotential number by the normal gravity value computed on the
 EH0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0863.degrees latitude (g = 980.6199 gals.).
 EH0863
 EH0863.The modeled gravity was interpolated from observed gravity values.
 EH0863
 EH0863;                    North         East    Units  Estimated Accuracy
 EH0863;SPC AR S     -   624,750.      501,050.      MT  (+/- 180 meters Scaled)
 EH0863
 EH0863                          SUPERSEDED SURVEY CONTROL
 EH0863
 EH0863  NGVD 29 (??/??/??)   57.869  (m)          189.86   (f) ADJUSTED    1 2
 EH0863
 EH0863.Superseded values are not recommended for survey control.
 EH0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0863.See file dsdata.txt to determine how the superseded data were derived.
 EH0863
 EH0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU926404(NAD 83)
 EH0863_MARKER: DB = BENCH MARK DISK
 EH0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0863_SP_SET: ABUTMENT
 EH0863_STAMPING: A 172 1956
 EH0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0863+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0863
 EH0863  HISTORY     - Date     Condition        Report By
 EH0863  HISTORY     - 1956     MONUMENTED       CGS
 EH0863  HISTORY     - 20030402 GOOD             USACE
 EH0863
 EH0863                          STATION DESCRIPTION
 EH0863
 EH0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0863'2.2 MI S FROM AUBREY.
 EH0863'ABOUT 2.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT AUBREY,
 EH0863'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A
 EH0863'CONCRETE BRIDGE ON WOODEN PILINGS OVER SPRING CREEK, 13 FEET NORTH OF
 EH0863'CENTER LINE OF HIGHWAY, 1/2 FOOT NORTH OF BANISTER POST AND ABOUT 1/2
 EH0863'FOOT ABOVE LEVEL OF BRIDGE FLOOR.
 EH0863
 EH0863                          STATION RECOVERY (2003)
 EH0863
 EH0863'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0627 ***********************************************************************
 FF0627  DESIGNATION -  A 173
 FF0627  PID         -  FF0627
 FF0627  STATE/COUNTY-  AR/ST FRANCIS
 FF0627  USGS QUAD   -  ROUND POND (1992)
 FF0627
 FF0627                         *CURRENT SURVEY CONTROL
 FF0627  ___________________________________________________________________
 FF0627* NAD 83(1986)-  35 04 17.     (N)    090 37 10.     (W)     SCALED    
 FF0627* NAVD 88     -        62.131  (meters)     203.84   (feet)  ADJUSTED  
 FF0627  ___________________________________________________________________
 FF0627  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FF0627  DYNAMIC HT  -          62.075 (meters)     203.66  (feet)  COMP
 FF0627  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 FF0627
 FF0627  VERT ORDER  -  FIRST     CLASS II
 FF0627
 FF0627.The horizontal coordinates were scaled from a topographic map and have
 FF0627.an estimated accuracy of +/- 6 seconds.
 FF0627
 FF0627.The orthometric height was determined by differential leveling
 FF0627.and adjusted by the National Geodetic Survey in June 1991..
 FF0627
 FF0627.The geoid height was determined by GEOID03.
 FF0627
 FF0627.The dynamic height is computed by dividing the NAVD 88
 FF0627.geopotential number by the normal gravity value computed on the
 FF0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0627.degrees latitude (g = 980.6199 gals.).
 FF0627
 FF0627.The modeled gravity was interpolated from observed gravity values.
 FF0627
 FF0627;                    North         East    Units  Estimated Accuracy
 FF0627;SPC AR N     -    82,760.      525,910.      MT  (+/- 180 meters Scaled)
 FF0627
 FF0627                          SUPERSEDED SURVEY CONTROL
 FF0627
 FF0627  NGVD 29 (??/??/??)   62.113  (m)          203.78   (f) ADJUSTED    1 2
 FF0627
 FF0627.Superseded values are not recommended for survey control.
 FF0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0627.See file dsdata.txt to determine how the superseded data were derived.
 FF0627
 FF0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU170835(NAD 83)
 FF0627_MARKER: DB = BENCH MARK DISK
 FF0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0627_STAMPING: A 173 1956
 FF0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0627+STABILITY: SURFACE MOTION
 FF0627
 FF0627  HISTORY     - Date     Condition        Report By
 FF0627  HISTORY     - 1956     MONUMENTED       CGS
 FF0627  HISTORY     - 20030515 MARK NOT FOUND   USACE
 FF0627
 FF0627                          STATION DESCRIPTION
 FF0627
 FF0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0627'0.8 MI N FROM ROUND POND.
 FF0627'ABOUT 0.85 MILE NORTH ALONG A GRAVEL ROAD FROM THE OVERPASS OF
 FF0627'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD OVER ROAD AT
 FF0627'ROUND POND, 29 1/2 FEET EAST OF CENTER LINE OF ROAD, 157 FEET
 FF0627'NORTH-NORTHWEST OF NORTHWEST CORNER OF PORCH OF A TENANT HOUSE,
 FF0627'111 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF PORCH OF A TENANT
 FF0627'HOUSE, 82 FEET SOUTH-SOUTHWEST OF A 60-INCH OAK TREE, 29 FEET
 FF0627'NORTH OF A WELL WITH HAND PUMP, 3 1/2 FEET SOUTH OF A POWER POLE
 FF0627'WITH GUY WIRE AND BRANCH LINE TO THE SOUTH ONE OF TWO TENANT
 FF0627'HOUSES, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 FF0627'POST PROJECTING 3 INCHES.
 FF0627
 FF0627                          STATION RECOVERY (2003)
 FF0627
 FF0627'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0015 ***********************************************************************
 FF0015  DESIGNATION -  A 174
 FF0015  PID         -  FF0015
 FF0015  STATE/COUNTY-  AR/POINSETT
 FF0015  USGS QUAD   -  MARKED TREE (1983)
 FF0015
 FF0015                         *CURRENT SURVEY CONTROL
 FF0015  ___________________________________________________________________
 FF0015* NAD 83(1986)-  35 32 02.     (N)    090 25 18.     (W)     SCALED    
 FF0015* NAVD 88     -        69.652  (meters)     228.52   (feet)  ADJUSTED  
 FF0015  ___________________________________________________________________
 FF0015  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0015  DYNAMIC HT  -          69.591 (meters)     228.32  (feet)  COMP
 FF0015  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 FF0015
 FF0015  VERT ORDER  -  FIRST     CLASS II
 FF0015
 FF0015.The horizontal coordinates were scaled from a topographic map and have
 FF0015.an estimated accuracy of +/- 6 seconds.
 FF0015
 FF0015.The orthometric height was determined by differential leveling
 FF0015.and adjusted by the National Geodetic Survey in June 1991..
 FF0015
 FF0015.The geoid height was determined by GEOID03.
 FF0015
 FF0015.The dynamic height is computed by dividing the NAVD 88
 FF0015.geopotential number by the normal gravity value computed on the
 FF0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0015.degrees latitude (g = 980.6199 gals.).
 FF0015
 FF0015.The modeled gravity was interpolated from observed gravity values.
 FF0015
 FF0015;                    North         East    Units  Estimated Accuracy
 FF0015;SPC AR N     -   134,340.      543,130.      MT  (+/- 180 meters Scaled)
 FF0015
 FF0015                          SUPERSEDED SURVEY CONTROL
 FF0015
 FF0015  NGVD 29 (10/05/93)   69.606  (m)          228.37   (f) ADJUSTED    1 2
 FF0015
 FF0015.Superseded values are not recommended for survey control.
 FF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0015.See file dsdata.txt to determine how the superseded data were derived.
 FF0015
 FF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV337353(NAD 83)
 FF0015_MARKER: DB = BENCH MARK DISK
 FF0015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0015_SP_SET: WINGWALL
 FF0015_STAMPING: A 174 1956
 FF0015_MARK LOGO: CGS   
 FF0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0015+STABILITY: SURFACE MOTION
 FF0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0015+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 FF0015
 FF0015  HISTORY     - Date     Condition        Report By
 FF0015  HISTORY     - 1956     MONUMENTED       CGS
 FF0015  HISTORY     - 19920321 GOOD             NGS
 FF0015  HISTORY     - 20020802 GOOD             USACE
 FF0015
 FF0015                          STATION DESCRIPTION
 FF0015
 FF0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0015'AT MARKED TREE.
 FF0015'AT MARKED TREE, ABOUT 100 YARDS NORTHWEST ALONG THE ST. LOUIS-SAN
 FF0015'FRANCISCO RAILWAY FROM THE STATION, AT THE RAILROAD OVERPASS
 FF0015'OVER STATE HIGHWAY 40, IN THE TOP OF THE SOUTHWEST END OF THE
 FF0015'NORTHEAST WING WALL OF SOUTHEAST CONCRETE ABUTMENT OF OVERPASS,
 FF0015'10 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST TRACK, 0.4 FOOT
 FF0015'NORTHEAST OF CONCRETE BANISTER AND ABOUT 1/2 FOOT BELOW LEVEL OF
 FF0015'TRACK.
 FF0015
 FF0015                          STATION RECOVERY (1992)
 FF0015
 FF0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0015'IN MARKED TREE, AT THE INTERSECTION OF STATE HIGHWAY 140 AND THE
 FF0015'BURLINGTON NORTHERN RAILROAD, IN THE SOUTHEAST CONCRETE WINGWALL OF
 FF0015'THE RAILROAD OVERPASS OF THE HIGHWAY, 7.8 M (25.6 FT) SOUTHEAST OF
 FF0015'THE CENTERLINE OF THE HIGHWAY, 3.1 M (10.2 FT) NORTHEAST OF THE NEAR
 FF0015'RAIL, 0.3 M (1.0 FT) NORTHEAST OF THE BRIDGE RAIL, AND LEVEL WITH THE
 FF0015'TRACK.
 FF0015
 FF0015                          STATION RECOVERY (2002)
 FF0015
 FF0015'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0156 ***********************************************************************
 FF0156  DESIGNATION -  A 175
 FF0156  PID         -  FF0156
 FF0156  STATE/COUNTY-  AR/CRITTENDEN
 FF0156  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0156
 FF0156                         *CURRENT SURVEY CONTROL
 FF0156  ___________________________________________________________________
 FF0156* NAD 83(1986)-  35 12 03.     (N)    090 10 58.     (W)     SCALED    
 FF0156* NAVD 88     -        67.794  (meters)     222.42   (feet)  ADJUSTED  
 FF0156  ___________________________________________________________________
 FF0156  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0156  DYNAMIC HT  -          67.733 (meters)     222.22  (feet)  COMP
 FF0156  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF0156
 FF0156  VERT ORDER  -  FIRST     CLASS II
 FF0156
 FF0156.The horizontal coordinates were scaled from a topographic map and have
 FF0156.an estimated accuracy of +/- 6 seconds.
 FF0156
 FF0156.The orthometric height was determined by differential leveling
 FF0156.and adjusted by the National Geodetic Survey in June 1991..
 FF0156
 FF0156.The geoid height was determined by GEOID03.
 FF0156
 FF0156.The dynamic height is computed by dividing the NAVD 88
 FF0156.geopotential number by the normal gravity value computed on the
 FF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0156.degrees latitude (g = 980.6199 gals.).
 FF0156
 FF0156.The modeled gravity was interpolated from observed gravity values.
 FF0156
 FF0156;                    North         East    Units  Estimated Accuracy
 FF0156;SPC AR N     -    97,770.      565,470.      MT  (+/- 180 meters Scaled)
 FF0156
 FF0156                          SUPERSEDED SURVEY CONTROL
 FF0156
 FF0156  NGVD 29 (??/??/??)   67.760  (m)          222.31   (f) ADJUSTED    1 2
 FF0156
 FF0156.Superseded values are not recommended for survey control.
 FF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0156.See file dsdata.txt to determine how the superseded data were derived.
 FF0156
 FF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU564989(NAD 83)
 FF0156_MARKER: P = PIPE CAP
 FF0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0156_STAMPING: A 175 1956
 FF0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0156
 FF0156  HISTORY     - Date     Condition        Report By
 FF0156  HISTORY     - 1956     MONUMENTED       CGS
 FF0156  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0156
 FF0156                          STATION DESCRIPTION
 FF0156
 FF0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0156'1.2 MI SE FROM MARION.
 FF0156'1.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0156'FROM THE STATION AT MARION, 26 1/2 FEET NORTHEAST OF NORTHEAST
 FF0156'RAIL OF NORTHEAST TRACK, 40 1/2 FEET NORTHEAST OF NORTHEAST
 FF0156'RAIL OF MAIN TRACK, ABOUT 100 YARDS NORTH AND ACROSS TRACK FROM
 FF0156'A 2-STORY FRAME HOUSE WHICH IS LOCATED ON THE OUTSIDE OF A CURVE
 FF0156'IN OLD U.S. HIGHWAY 63 WITH TANGENTS EXTENDING NORTHWEST AND
 FF0156'SOUTH, 22 FEET EAST-NORTHEAST OF MILEAGE POLE NO. 474/35, ABOUT
 FF0156'4 1/2 FEET BELOW LEVEL OF TRACK AND PROJECTING 5 INCHES.
 FF0156
 FF0156                          STATION RECOVERY (1992)
 FF0156
 FF0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0156'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1247 ***********************************************************************
 EH1247  DESIGNATION -  A 176
 EH1247  PID         -  EH1247
 EH1247  STATE/COUNTY-  AR/ST FRANCIS
 EH1247  USGS QUAD   -  WHEATLEY (1971)
 EH1247
 EH1247                         *CURRENT SURVEY CONTROL
 EH1247  ___________________________________________________________________
 EH1247* NAD 83(1986)-  34 54 12.     (N)    091 06 15.     (W)     SCALED    
 EH1247* NAVD 88     -        60.979  (meters)     200.06   (feet)  ADJUSTED  
 EH1247  ___________________________________________________________________
 EH1247  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1247  DYNAMIC HT  -          60.924 (meters)     199.88  (feet)  COMP
 EH1247  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 EH1247
 EH1247  VERT ORDER  -  FIRST     CLASS II
 EH1247
 EH1247.The horizontal coordinates were scaled from a topographic map and have
 EH1247.an estimated accuracy of +/- 6 seconds.
 EH1247
 EH1247.The orthometric height was determined by differential leveling
 EH1247.and adjusted by the National Geodetic Survey in June 1991..
 EH1247
 EH1247.The geoid height was determined by GEOID03.
 EH1247
 EH1247.The dynamic height is computed by dividing the NAVD 88
 EH1247.geopotential number by the normal gravity value computed on the
 EH1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1247.degrees latitude (g = 980.6199 gals.).
 EH1247
 EH1247.The modeled gravity was interpolated from observed gravity values.
 EH1247
 EH1247;                    North         East    Units  Estimated Accuracy
 EH1247;SPC AR N     -    63,610.      481,870.      MT  (+/- 180 meters Scaled)
 EH1247
 EH1247                          SUPERSEDED SURVEY CONTROL
 EH1247
 EH1247  NGVD 29 (??/??/??)   60.978  (m)          200.06   (f) ADJUSTED    1 2
 EH1247
 EH1247.Superseded values are not recommended for survey control.
 EH1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1247.See file dsdata.txt to determine how the superseded data were derived.
 EH1247
 EH1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU732639(NAD 83)
 EH1247_MARKER: DB = BENCH MARK DISK
 EH1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1247_STAMPING: A 176 1955
 EH1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1247+STABILITY: SURFACE MOTION
 EH1247
 EH1247  HISTORY     - Date     Condition        Report By
 EH1247  HISTORY     - 1955     MONUMENTED       CGS
 EH1247  HISTORY     - 20030421 MARK NOT FOUND   USACE
 EH1247
 EH1247                          STATION DESCRIPTION
 EH1247
 EH1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1247'0.65 MI SE FROM WHEATLEY.
 EH1247'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF
 EH1247'U.S. HIGHWAY 70 AT WHEATLEY, AT AN EAST-WEST CROSSROAD, 47 FEET
 EH1247'SOUTHWEST OF CENTER LINE OF HIGHWAY AT CENTER OF INTERSECTION, 32 FEET
 EH1247'SOUTH OF CENTER LINE OF ROAD WEST, 18 FEET SOUTH-SOUTHEAST OF
 EH1247'SOUTHEAST END OF A 20-INCH METAL PIPE CULVERT UNDER ROAD WEST, 2 FEET
 EH1247'NORTHWEST OF A FENCE CORNER AND IN LINE WITH EXTENDED FENCE LINE
 EH1247'LEADING SOUTHEAST, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 EH1247'ABOUT 2 FEET BELOW THE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 EH1247'CONCRETE POST PROJECTING 4 INCHES.
 EH1247
 EH1247                          STATION RECOVERY (2003)
 EH1247
 EH1247'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1067 ***********************************************************************
 EH1067  DESIGNATION -  A 177
 EH1067  PID         -  EH1067
 EH1067  STATE/COUNTY-  AR/MONROE
 EH1067  USGS QUAD   -  HOLLY GROVE (1971)
 EH1067
 EH1067                         *CURRENT SURVEY CONTROL
 EH1067  ___________________________________________________________________
 EH1067* NAD 83(1986)-  34 35 51.     (N)    091 12 49.     (W)     SCALED    
 EH1067* NAVD 88     -        52.581  (meters)     172.51   (feet)  ADJUSTED  
 EH1067  ___________________________________________________________________
 EH1067  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH1067  DYNAMIC HT  -          52.531 (meters)     172.35  (feet)  COMP
 EH1067  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 EH1067
 EH1067  VERT ORDER  -  FIRST     CLASS II
 EH1067
 EH1067.The horizontal coordinates were scaled from a topographic map and have
 EH1067.an estimated accuracy of +/- 6 seconds.
 EH1067
 EH1067.The orthometric height was determined by differential leveling
 EH1067.and adjusted by the National Geodetic Survey in June 1991..
 EH1067
 EH1067.The geoid height was determined by GEOID03.
 EH1067
 EH1067.The dynamic height is computed by dividing the NAVD 88
 EH1067.geopotential number by the normal gravity value computed on the
 EH1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1067.degrees latitude (g = 980.6199 gals.).
 EH1067
 EH1067.The modeled gravity was interpolated from observed gravity values.
 EH1067
 EH1067;                    North         East    Units  Estimated Accuracy
 EH1067;SPC AR S     -   614,440.      472,140.      MT  (+/- 180 meters Scaled)
 EH1067
 EH1067                          SUPERSEDED SURVEY CONTROL
 EH1067
 EH1067  NGVD 29 (??/??/??)   52.604  (m)          172.59   (f) ADJUSTED    1 2
 EH1067
 EH1067.Superseded values are not recommended for survey control.
 EH1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1067.See file dsdata.txt to determine how the superseded data were derived.
 EH1067
 EH1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU638298(NAD 83)
 EH1067_MARKER: DB = BENCH MARK DISK
 EH1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1067_STAMPING: A 177 1955
 EH1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1067+STABILITY: SURFACE MOTION
 EH1067
 EH1067  HISTORY     - Date     Condition        Report By
 EH1067  HISTORY     - 1955     MONUMENTED       CGS
 EH1067  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH1067
 EH1067                          STATION DESCRIPTION
 EH1067
 EH1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1067'0.8 MI NW FROM HOLLY GROVE.
 EH1067'ABOUT 0.8 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1067'STATION AT HOLLY GROVE, ABOUT 0.4 MILE WEST OF MILE POLE 355, AT A
 EH1067'PRIVATE ROAD CROSSING, 25 FEET NORTH OF NORTH RAIL, 88 FEET SOUTH OF
 EH1067'SOUTHWEST CORNER OF A TENANT HOUSE, 72 FEET NORTHWEST AND ACROSS TRACK
 EH1067'FROM TELEPHONE POLE NO. 355/11, 43 FEET SOUTHEAST OF A POWER LINE
 EH1067'POLE, 35 FEET NORTHWEST OF CENTER OF PRIVATE ROAD CROSSING, 17 FEET
 EH1067'WEST OF CENTER OF A FARM GATE, 2 FEET SOUTH OF A FENCE LINE, 2 FEET
 EH1067'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK
 EH1067'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. NOTE-- AREA
 EH1067'HAS BEEN PLOWED AND PUT UNDER CULTIVATION.
 EH1067
 EH1067                          STATION RECOVERY (1970)
 EH1067
 EH1067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1274 ***********************************************************************
 FF1274  DESIGNATION -  A 178
 FF1274  PID         -  FF1274
 FF1274  STATE/COUNTY-  AR/WOODRUFF
 FF1274  USGS QUAD   -  FAIR OAKS (1971)
 FF1274
 FF1274                         *CURRENT SURVEY CONTROL
 FF1274  ___________________________________________________________________
 FF1274* NAD 83(1986)-  35 08 52.     (N)    091 04 30.     (W)     SCALED    
 FF1274* NAVD 88     -        65.442  (meters)     214.70   (feet)  ADJUSTED  
 FF1274  ___________________________________________________________________
 FF1274  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF1274  DYNAMIC HT  -          65.383 (meters)     214.51  (feet)  COMP
 FF1274  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 FF1274
 FF1274  VERT ORDER  -  FIRST     CLASS II
 FF1274
 FF1274.The horizontal coordinates were scaled from a topographic map and have
 FF1274.an estimated accuracy of +/- 6 seconds.
 FF1274
 FF1274.The orthometric height was determined by differential leveling
 FF1274.and adjusted by the National Geodetic Survey in June 1991..
 FF1274
 FF1274.The geoid height was determined by GEOID03.
 FF1274
 FF1274.The dynamic height is computed by dividing the NAVD 88
 FF1274.geopotential number by the normal gravity value computed on the
 FF1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1274.degrees latitude (g = 980.6199 gals.).
 FF1274
 FF1274.The modeled gravity was interpolated from observed gravity values.
 FF1274
 FF1274;                    North         East    Units  Estimated Accuracy
 FF1274;SPC AR N     -    90,750.      484,290.      MT  (+/- 180 meters Scaled)
 FF1274
 FF1274                          SUPERSEDED SURVEY CONTROL
 FF1274
 FF1274  NGVD 29 (??/??/??)   65.416  (m)          214.62   (f) ADJUSTED    1 2
 FF1274
 FF1274.Superseded values are not recommended for survey control.
 FF1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1274.See file dsdata.txt to determine how the superseded data were derived.
 FF1274
 FF1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU753911(NAD 83)
 FF1274_MARKER: DB = BENCH MARK DISK
 FF1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1274_STAMPING: A 178 1956
 FF1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1274+STABILITY: SURFACE MOTION
 FF1274
 FF1274  HISTORY     - Date     Condition        Report By
 FF1274  HISTORY     - 1956     MONUMENTED       CGS
 FF1274  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1274
 FF1274                          STATION DESCRIPTION
 FF1274
 FF1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1274'1.9 MI NE FROM HILLEMANN.
 FF1274'1.9 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1274'FROM THE STATION AT HILLEMANN, ABOUT 0.3 MILE NORTHEAST OF MILE
 FF1274'POST 180, LOCATED AT THE SOUTH CORNER OF A CULTIVATED FIELD AND
 FF1274'AT EAST CORNER OF A WOODED AREA, 45 FEET NORTHWEST OF NORTHWEST
 FF1274'RAIL, 13 FEET NORTHEAST OF A T FENCE CORNER, 18 FEET
 FF1274'WEST-NORTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A FENCE
 FF1274'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 FF1274'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF1274'PROJECTING 4 INCHES.
 FF1274
 FF1274                          STATION RECOVERY (1970)
 FF1274
 FF1274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0136 ***********************************************************************
 FF0136  DESIGNATION -  A 179
 FF0136  PID         -  FF0136
 FF0136  STATE/COUNTY-  AR/CRITTENDEN
 FF0136  USGS QUAD   -  JERICHO (1993)
 FF0136
 FF0136                         *CURRENT SURVEY CONTROL
 FF0136  ___________________________________________________________________
 FF0136* NAD 83(1986)-  35 19 21.     (N)    090 14 29.     (W)     SCALED    
 FF0136* NAVD 88     -        69.314  (meters)     227.41   (feet)  ADJUSTED  
 FF0136  ___________________________________________________________________
 FF0136  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF0136  DYNAMIC HT  -          69.252 (meters)     227.20  (feet)  COMP
 FF0136  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FF0136
 FF0136  VERT ORDER  -  FIRST     CLASS II
 FF0136
 FF0136.The horizontal coordinates were scaled from a topographic map and have
 FF0136.an estimated accuracy of +/- 6 seconds.
 FF0136
 FF0136.The orthometric height was determined by differential leveling
 FF0136.and adjusted by the National Geodetic Survey in June 1991..
 FF0136
 FF0136.The geoid height was determined by GEOID03.
 FF0136
 FF0136.The dynamic height is computed by dividing the NAVD 88
 FF0136.geopotential number by the normal gravity value computed on the
 FF0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0136.degrees latitude (g = 980.6199 gals.).
 FF0136
 FF0136.The modeled gravity was interpolated from observed gravity values.
 FF0136
 FF0136;                    North         East    Units  Estimated Accuracy
 FF0136;SPC AR N     -   111,170.      559,890.      MT  (+/- 180 meters Scaled)
 FF0136
 FF0136                          SUPERSEDED SURVEY CONTROL
 FF0136
 FF0136  NGVD 29 (??/??/??)   69.267  (m)          227.25   (f) ADJUSTED    1 2
 FF0136
 FF0136.Superseded values are not recommended for survey control.
 FF0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0136.See file dsdata.txt to determine how the superseded data were derived.
 FF0136
 FF0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV507123(NAD 83)
 FF0136_MARKER: DB = BENCH MARK DISK
 FF0136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0136_SP_SET: 50 FEET
 FF0136_STAMPING: A 179 1956
 FF0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0136
 FF0136  HISTORY     - Date     Condition        Report By
 FF0136  HISTORY     - 1956     MONUMENTED       CGS
 FF0136  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0136
 FF0136                          STATION DESCRIPTION
 FF0136
 FF0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0136'1 MI NW FROM CLARKEDALE.
 FF0136'0.95 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0136'FROM THE STATION AND BLACK TOP ROAD CROSSING AT CLARKEDALE,
 FF0136'ACROSS TRACK AND OLD U.S. HIGHWAY 63 FROM MILEAGE POLE NO. 465/28,
 FF0136'167 FEET SOUTHWEST AND ACROSS OLD HIGHWAY FROM THE SOUTHWEST RAIL AT
 FF0136'CENTER OF CROSSING OF A FARM ROAD, 93 FEET SOUTHWEST OF CENTER LINE
 FF0136'OF ROAD, 22 1/2 FEET EAST OF NORTH CORNER OF A TENANT HOUSE, 14 1/2
 FF0136'FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET NORTHEAST OF
 FF0136'LAWN FENCE, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK, ABOUT 2 FEET
 FF0136'BELOW LEVEL OF ROAD AND IS A DISK ON TOP OF A COPPER-COATED
 FF0136'STEEL ROD ABOUT FLUSH WITH GROUND AND SURROUNDED BY A 4-INCH
 FF0136'TILE WHICH PROJECTS 4 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF
 FF0136'50-FEET.
 FF0136
 FF0136                          STATION RECOVERY (1992)
 FF0136
 FF0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0136'THERE IS A JUNK PILE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0018 ***********************************************************************
 FG0018  DESIGNATION -  A 18
 FG0018  PID         -  FG0018
 FG0018  STATE/COUNTY-  AR/STONE
 FG0018  USGS QUAD   -  MOUNTAIN VIEW SW (1969)
 FG0018
 FG0018                         *CURRENT SURVEY CONTROL
 FG0018  ___________________________________________________________________
 FG0018* NAD 83(1986)-  35 50 44.     (N)    092 08 04.     (W)     SCALED    
 FG0018* NAVD 88     -       373.666  (meters)    1225.94   (feet)  ADJUSTED  
 FG0018  ___________________________________________________________________
 FG0018  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FG0018  DYNAMIC HT  -         373.339 (meters)    1224.86  (feet)  COMP
 FG0018  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 FG0018
 FG0018  VERT ORDER  -  SECOND    CLASS 0
 FG0018
 FG0018.The horizontal coordinates were scaled from a topographic map and have
 FG0018.an estimated accuracy of +/- 6 seconds.
 FG0018
 FG0018.The orthometric height was determined by differential leveling
 FG0018.and adjusted by the National Geodetic Survey in June 1991..
 FG0018
 FG0018.The geoid height was determined by GEOID03.
 FG0018
 FG0018.The dynamic height is computed by dividing the NAVD 88
 FG0018.geopotential number by the normal gravity value computed on the
 FG0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0018.degrees latitude (g = 980.6199 gals.).
 FG0018
 FG0018.The modeled gravity was interpolated from observed gravity values.
 FG0018
 FG0018;                    North         East    Units  Estimated Accuracy
 FG0018;SPC AR N     -   167,780.      387,860.      MT  (+/- 180 meters Scaled)
 FG0018
 FG0018                          SUPERSEDED SURVEY CONTROL
 FG0018
 FG0018  NGVD 29 (??/??/92)  373.579  (m)         1225.65   (f) ADJ UNCH    2 0
 FG0018
 FG0018.Superseded values are not recommended for survey control.
 FG0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0018.See file dsdata.txt to determine how the superseded data were derived.
 FG0018
 FG0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV781671(NAD 83)
 FG0018_MARKER: DB = BENCH MARK DISK
 FG0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0018+STABILITY: SURFACE MOTION
 FG0018
 FG0018  HISTORY     - Date     Condition        Report By
 FG0018  HISTORY     - UNK      MONUMENTED       CGS
 FG0018  HISTORY     - 1932     GOOD             NGS
 FG0018  HISTORY     - 1934     GOOD             NGS
 FG0018
 FG0018                          STATION DESCRIPTION
 FG0018
 FG0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0018'2.50 MI S FROM MOUNTAIN VIEW.
 FG0018'LOCATED IN THE FRONT YARD OF THE HOUSE OWNED BY C.E. GOWENS WHICH IS
 FG0018'ON TOP OF THE FIRST RIDGE SOUTH OF TOWN ON HIGHWAY NO. 9 AND AT A T
 FG0018'INTERSECTION, EAST.  50 FEET E X N OF N.E. CORNER OF HOUSE, 76 FEET
 FG0018'WEST OF THE CENTER-LINE OF HIGHWAY, 150 FEET SOUTH OF ROAD
 FG0018'INTERSECTION AND 3 FEET SOUTH AND 1 FOOT EAST OF N.E. CORNER OF YARD.
 FG0018
 FG0018                          STATION RECOVERY (1934)
 FG0018
 FG0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0738 ***********************************************************************
 FF0738  DESIGNATION -  A 180
 FF0738  PID         -  FF0738
 FF0738  STATE/COUNTY-  AR/CRAIGHEAD
 FF0738  USGS QUAD   -  JONESBORO (1983)
 FF0738
 FF0738                         *CURRENT SURVEY CONTROL
 FF0738  ___________________________________________________________________
 FF0738* NAD 83(1986)-  35 50 09.     (N)    090 40 20.     (W)     SCALED    
 FF0738* NAVD 88     -        82.644  (meters)     271.14   (feet)  ADJUSTED  
 FF0738  ___________________________________________________________________
 FF0738  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF0738  DYNAMIC HT  -          82.573 (meters)     270.91  (feet)  COMP
 FF0738  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 FF0738
 FF0738  VERT ORDER  -  FIRST     CLASS II
 FF0738
 FF0738.The horizontal coordinates were scaled from a topographic map and have
 FF0738.an estimated accuracy of +/- 6 seconds.
 FF0738
 FF0738.The orthometric height was determined by differential leveling
 FF0738.and adjusted by the National Geodetic Survey in January 1995..
 FF0738
 FF0738.The geoid height was determined by GEOID03.
 FF0738
 FF0738.The dynamic height is computed by dividing the NAVD 88
 FF0738.geopotential number by the normal gravity value computed on the
 FF0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0738.degrees latitude (g = 980.6199 gals.).
 FF0738
 FF0738.The modeled gravity was interpolated from observed gravity values.
 FF0738
 FF0738;                    North         East    Units  Estimated Accuracy
 FF0738;SPC AR N     -   167,500.      519,960.      MT  (+/- 180 meters Scaled)
 FF0738
 FF0738                          SUPERSEDED SURVEY CONTROL
 FF0738
 FF0738  NAVD 88 (06/15/91)   82.651  (m)          271.16   (f) UNKNOWN     1 2
 FF0738  NGVD 29 (10/05/93)   82.563  (m)          270.88   (f) ADJUSTED    1 2
 FF0738
 FF0738.Superseded values are not recommended for survey control.
 FF0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0738.See file dsdata.txt to determine how the superseded data were derived.
 FF0738
 FF0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV102682(NAD 83)
 FF0738_MARKER: DB = BENCH MARK DISK
 FF0738_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0738_SP_SET: HEADWALL
 FF0738_STAMPING: A 180 1956
 FF0738_MARK LOGO: CGS   
 FF0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0738+STABILITY: SURFACE MOTION
 FF0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0738+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF0738
 FF0738  HISTORY     - Date     Condition        Report By
 FF0738  HISTORY     - 1956     MONUMENTED       CGS
 FF0738  HISTORY     - 19920322 GOOD             NGS
 FF0738  HISTORY     - 20020816 GOOD             USACE
 FF0738
 FF0738                          STATION DESCRIPTION
 FF0738
 FF0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0738'2 MI SE FROM JONESBORO.
 FF0738'2.05 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0738'FROM THE STATION AT JONESBORO, ABOUT 1.75 MILES NORTHWEST OF THE
 FF0738'STATION AT NETTLETON, ABOUT 0.2 MLE NORTHWEST OF CROSSING OF THE
 FF0738'ST. LOUIS-SOUTHWESTERN RAILWAY, IN THE TOP OF THE EAST END OF THE
 FF0738'SOUTH CONCRETE HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT UNDER
 FF0738'TRACK, 6.8 FEET SOUTH OF SOUTH RAIL, 40 FEET SOUTH AND ACROSS TRACK
 FF0738'FROM MILE POLE 422, 3/4 FEET WEST OF EAST END OF HEAD WALL AND
 FF0738'1 1/2 FEET BELOW LEVEL OF TRACK.
 FF0738
 FF0738                          STATION RECOVERY (1992)
 FF0738
 FF0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0738'0.3 KM (0.20 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 FF0738'THE JUNCTION OF U.S. HIGHWAY 49 IN JONESBORO, IN TOP OF AND 0.2 M
 FF0738'(0.7 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 FF0738'CULVERT, 2.1 M (6.9 FT) SOUTH OF THE NEAR RAIL, AND 4.0 M (13.1 FT)
 FF0738'BELOW THE LEVEL OF THE TRACK.
 FF0738
 FF0738                          STATION RECOVERY (2002)
 FF0738
 FF0738'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0823 ***********************************************************************
 FF0823  DESIGNATION -  A 181
 FF0823  PID         -  FF0823
 FF0823  STATE/COUNTY-  AR/POINSETT
 FF0823  USGS QUAD   -  WEINER (1980)
 FF0823
 FF0823                         *CURRENT SURVEY CONTROL
 FF0823  ___________________________________________________________________
 FF0823* NAD 83(1986)-  35 30 14.     (N)    090 57 57.     (W)     SCALED    
 FF0823* NAVD 88     -        70.906  (meters)     232.63   (feet)  ADJUSTED  
 FF0823  ___________________________________________________________________
 FF0823  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF0823  DYNAMIC HT  -          70.844 (meters)     232.43  (feet)  COMP
 FF0823  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 FF0823
 FF0823  VERT ORDER  -  FIRST     CLASS II
 FF0823
 FF0823.The horizontal coordinates were scaled from a topographic map and have
 FF0823.an estimated accuracy of +/- 6 seconds.
 FF0823
 FF0823.The orthometric height was determined by differential leveling
 FF0823.and adjusted by the National Geodetic Survey in June 1991..
 FF0823
 FF0823.The geoid height was determined by GEOID03.
 FF0823
 FF0823.The dynamic height is computed by dividing the NAVD 88
 FF0823.geopotential number by the normal gravity value computed on the
 FF0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0823.degrees latitude (g = 980.6199 gals.).
 FF0823
 FF0823.The modeled gravity was interpolated from observed gravity values.
 FF0823
 FF0823;                    North         East    Units  Estimated Accuracy
 FF0823;SPC AR N     -   130,360.      493,820.      MT  (+/- 180 meters Scaled)
 FF0823
 FF0823                          SUPERSEDED SURVEY CONTROL
 FF0823
 FF0823  NGVD 29 (??/??/??)   70.854  (m)          232.46   (f) ADJUSTED    1 2
 FF0823
 FF0823.Superseded values are not recommended for survey control.
 FF0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0823.See file dsdata.txt to determine how the superseded data were derived.
 FF0823
 FF0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV844308(NAD 83)
 FF0823_MARKER: DB = BENCH MARK DISK
 FF0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0823_STAMPING: A 181 1956
 FF0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0823+STABILITY: SURFACE MOTION
 FF0823
 FF0823  HISTORY     - Date     Condition        Report By
 FF0823  HISTORY     - 1956     MONUMENTED       CGS
 FF0823  HISTORY     - 1969     GOOD             CGS
 FF0823  HISTORY     - 20020319 MARK NOT FOUND   USACE
 FF0823
 FF0823                          STATION DESCRIPTION
 FF0823
 FF0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FF0823'1 MI N FROM FISHER.
 FF0823'THE MARK IS ABOUT 1.05 OF A MILE NORTH ALONG THE ST. LOUIS
 FF0823'SOUTH-WESTERN RAILROAD AND ACROSS STATE ROUTE 39 FROM THE OLD
 FF0823'STATION AT FISHER, 0.65 OF A MILE NORTH OF THE CROSSING LEADING
 FF0823'INTO A LARGE CEMETERY, 825 FEET SOUTH AND ACROSS THE HIGHWAY FROM
 FF0823'TELEPHONE POLE NO. 154, 135 FEET EAST AND ACROSS STATE ROUTE 39
 FF0823'FROM THE EAST RAIL OF THE RAILROAD TRACK, 127 FEET EAST-NORTHEAST
 FF0823'AND ACROSS STATE ROUTE 39 FROM TELEPHONE POLE NO. 154/05, 48 FEET
 FF0823'EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 39, 11 FEET NORTH
 FF0823'OF A POWERLINE POLE, AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS
 FF0823'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FF0823'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 FF0823'STAMPED A 181 1956.
 FF0823
 FF0823                          STATION RECOVERY (2002)
 FF0823
 FF0823'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0703 ***********************************************************************
 FF0703  DESIGNATION -  A 182
 FF0703  PID         -  FF0703
 FF0703  STATE/COUNTY-  AR/CROSS
 FF0703  USGS QUAD   -  VANNDALE (1984)
 FF0703
 FF0703                         *CURRENT SURVEY CONTROL
 FF0703  ___________________________________________________________________
 FF0703* NAD 83(1986)-  35 16 03.     (N)    090 46 58.     (W)     SCALED    
 FF0703* NAVD 88     -        82.070  (meters)     269.26   (feet)  ADJUSTED  
 FF0703  ___________________________________________________________________
 FF0703  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0703  DYNAMIC HT  -          81.997 (meters)     269.02  (feet)  COMP
 FF0703  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 FF0703
 FF0703  VERT ORDER  -  FIRST     CLASS II
 FF0703
 FF0703.The horizontal coordinates were scaled from a topographic map and have
 FF0703.an estimated accuracy of +/- 6 seconds.
 FF0703
 FF0703.The orthometric height was determined by differential leveling
 FF0703.and adjusted by the National Geodetic Survey in June 1991..
 FF0703
 FF0703.The geoid height was determined by GEOID03.
 FF0703
 FF0703.The dynamic height is computed by dividing the NAVD 88
 FF0703.geopotential number by the normal gravity value computed on the
 FF0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0703.degrees latitude (g = 980.6199 gals.).
 FF0703
 FF0703.The modeled gravity was interpolated from observed gravity values.
 FF0703
 FF0703;                    North         East    Units  Estimated Accuracy
 FF0703;SPC AR N     -   104,320.      510,750.      MT  (+/- 180 meters Scaled)
 FF0703
 FF0703                          SUPERSEDED SURVEY CONTROL
 FF0703
 FF0703  NGVD 29 (??/??/??)   82.036  (m)          269.15   (f) ADJUSTED    1 2
 FF0703
 FF0703.Superseded values are not recommended for survey control.
 FF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0703.See file dsdata.txt to determine how the superseded data were derived.
 FF0703
 FF0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV016049(NAD 83)
 FF0703_MARKER: DB = BENCH MARK DISK
 FF0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0703_STAMPING: A 182 1956
 FF0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0703+STABILITY: SURFACE MOTION
 FF0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0703+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 FF0703
 FF0703  HISTORY     - Date     Condition        Report By
 FF0703  HISTORY     - 1956     MONUMENTED       CGS
 FF0703  HISTORY     - 20030505 GOOD             USACE
 FF0703
 FF0703                          STATION DESCRIPTION
 FF0703
 FF0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0703'3 MI N FROM WYNNE.
 FF0703'ABOUT 2.95 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0703'THE STATION AT WYNNE, ABOUT 1.0 MILE NORTH OF CROSSING OF U.S.
 FF0703'HIGHWAY 64, AT AN EAST-WEST ROAD CROSSING, 37 1/2 FEET EAST
 FF0703'OF EAST RAIL, 127 FEET SOUTH OF TELEPHONE POLE 277/10 AND IN
 FF0703'LINE WITH ROW OF POLES, 28 FEET WEST OF CENTER LINE OF A PRIVATE
 FF0703'GRAVEL ROAD PARALLELING TRACK, 126 FEET SOUTH-SOUTHEAST OF
 FF0703'CENTER OF CROSSING OF TRACK AND EAST-WEST ROAD, 42 FEET NORTHEAST
 FF0703'OF NORTHEAST CORNER OF TRESTLE NO. 277.4, 45 FEET NORTHWEST OF
 FF0703'NORTHWEST CORNER OF WOODEN DECK BRIDGE ON PRIVATE ROAD SOUTH,
 FF0703'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 FF0703'BELOW LEVEL OF TRACK, ABOUT LEVEL WITH PRIVATE GRAVEL ROAD AND
 FF0703'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0703
 FF0703                          STATION RECOVERY (2003)
 FF0703
 FF0703'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0899 ***********************************************************************
 FF0899  DESIGNATION -  A 183
 FF0899  PID         -  FF0899
 FF0899  STATE/COUNTY-  AR/POINSETT
 FF0899  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0899
 FF0899                         *CURRENT SURVEY CONTROL
 FF0899  ___________________________________________________________________
 FF0899* NAD 83(1986)-  35 33 50.     (N)    090 45 58.     (W)     SCALED    
 FF0899* NAVD 88     -        74.142  (meters)     243.25   (feet)  ADJUSTED  
 FF0899  ___________________________________________________________________
 FF0899  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FF0899  DYNAMIC HT  -          74.078 (meters)     243.04  (feet)  COMP
 FF0899  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 FF0899
 FF0899  VERT ORDER  -  FIRST     CLASS II
 FF0899
 FF0899.The horizontal coordinates were scaled from a topographic map and have
 FF0899.an estimated accuracy of +/- 6 seconds.
 FF0899
 FF0899.The orthometric height was determined by differential leveling
 FF0899.and adjusted by the National Geodetic Survey in June 1991..
 FF0899
 FF0899.The geoid height was determined by GEOID03.
 FF0899
 FF0899.The dynamic height is computed by dividing the NAVD 88
 FF0899.geopotential number by the normal gravity value computed on the
 FF0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0899.degrees latitude (g = 980.6199 gals.).
 FF0899
 FF0899.The modeled gravity was interpolated from observed gravity values.
 FF0899
 FF0899;                    North         East    Units  Estimated Accuracy
 FF0899;SPC AR N     -   137,220.      511,850.      MT  (+/- 180 meters Scaled)
 FF0899
 FF0899                          SUPERSEDED SURVEY CONTROL
 FF0899
 FF0899  NGVD 29 (??/??/??)   74.085  (m)          243.06   (f) ADJUSTED    1 2
 FF0899
 FF0899.Superseded values are not recommended for survey control.
 FF0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0899.See file dsdata.txt to determine how the superseded data were derived.
 FF0899
 FF0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV024378(NAD 83)
 FF0899_MARKER: DB = BENCH MARK DISK
 FF0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0899_STAMPING: A 183 1956
 FF0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0899+STABILITY: SURFACE MOTION
 FF0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0899+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FF0899
 FF0899  HISTORY     - Date     Condition        Report By
 FF0899  HISTORY     - 1956     MONUMENTED       CGS
 FF0899  HISTORY     - 20020808 GOOD             USACE
 FF0899
 FF0899                          STATION DESCRIPTION
 FF0899
 FF0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0899'2.5 MI W FROM HARRISBURG.
 FF0899'2.5 MILES WEST ALONG STATE HIGHWAY 14 FROM THE FIRST BAPTIST
 FF0899'CHURCH AT HARRISBURG, ABOUT 1.45 MILES EAST OF HIGHWAY BRIDGE OVER
 FF0899'L ANGUILLE RIVER, 42 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY,
 FF0899'1 FOOT NORTH OF A FENCE LINE, 3 1/2 FEET NORTH OF A TELEPHONE
 FF0899'POLE WITH GUY WIRE AND SERVING AS A BRACE POLE FOR POWER LINE
 FF0899'ON SOUTH SIDE OF HIGHWAY, 23 FEET WEST OF A FENCE CORNER AND
 FF0899'INSIDE A BARN LOT, 86 FEET WEST OF CENTER LINE OF A DRIVE NORTH
 FF0899'TO A 1-STORY HOUSE WITH ASBESTOS SIDING, ABOUT 1 FOOT BELOW
 FF0899'LEVEL OF HIGHWAY AND A SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0899'3 INCHES.
 FF0899
 FF0899                          STATION RECOVERY (2002)
 FF0899
 FF0899'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0899'THE STATION IS 2.9 FT S. OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0810 ***********************************************************************
 FF0810  DESIGNATION -  A 184
 FF0810  PID         -  FF0810
 FF0810  STATE/COUNTY-  AR/CRAIGHEAD
 FF0810  USGS QUAD   -  NEEDHAM (1983)
 FF0810
 FF0810                         *CURRENT SURVEY CONTROL
 FF0810  ___________________________________________________________________
 FF0810* NAD 83(1986)-  35 49 08.     (N)    090 30 46.     (W)     SCALED    
 FF0810* NAVD 88     -        72.309  (meters)     237.23   (feet)  POSTED    
 FF0810  ___________________________________________________________________
 FF0810  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FF0810  DYNAMIC HT  -          72.250 (meters)     237.04  (feet)  COMP
 FF0810  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 FF0810
 FF0810  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0810
 FF0810.The horizontal coordinates were scaled from a topographic map and have
 FF0810.an estimated accuracy of +/- 6 seconds.
 FF0810
 FF0810.The orthometric height was determined by differential leveling
 FF0810.and adjusted by the National Geodetic Survey in 1992..
 FF0810.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0810.rate of 1.1 thru 2.0 mm/km.
 FF0810
 FF0810.The geoid height was determined by GEOID03.
 FF0810
 FF0810.The dynamic height is computed by dividing the NAVD 88
 FF0810.geopotential number by the normal gravity value computed on the
 FF0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0810.degrees latitude (g = 980.6199 gals.).
 FF0810
 FF0810.The modeled gravity was interpolated from observed gravity values.
 FF0810
 FF0810;                    North         East    Units  Estimated Accuracy
 FF0810;SPC AR N     -   165,830.      534,390.      MT  (+/- 180 meters Scaled)
 FF0810
 FF0810                          SUPERSEDED SURVEY CONTROL
 FF0810
 FF0810  NGVD 29 (??/??/??)   72.244  (m)          237.02   (f) ADJUSTED    1 2
 FF0810
 FF0810.Superseded values are not recommended for survey control.
 FF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0810.See file dsdata.txt to determine how the superseded data were derived.
 FF0810
 FF0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV247667(NAD 83)
 FF0810_MARKER: DB = BENCH MARK DISK
 FF0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0810_STAMPING: A 184 1956
 FF0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0810+STABILITY: SURFACE MOTION
 FF0810
 FF0810  HISTORY     - Date     Condition        Report By
 FF0810  HISTORY     - 1956     MONUMENTED       CGS
 FF0810  HISTORY     - 20020814 MARK NOT FOUND   USACE
 FF0810
 FF0810                          STATION DESCRIPTION
 FF0810
 FF0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0810'4.4 MI W FROM LAKE CITY.
 FF0810'4.35 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0810'THE CITY WATER TOWER AT LAKE CITY, ABOUT 1.26 MILES EAST OF ROAD
 FF0810'CROSSING AT NEEDHAM, ABOUT 0.2 MILE WEST OF CROSSING OF PEKIN
 FF0810'ROAD, 25.7 FEET SOUTH OF SOUTH RAIL, 92 1/2 FEET SOUTHWEST AND
 FF0810'ACROSS TRACK FROM TELEPHONE POLE NO. 1580, 11.3 FEET WEST OF A
 FF0810'TELEPHONE POLE, 17 FEET NORTH OF CENTER LINE OF A FIELD ROAD
 FF0810'PARALLEL TO TRACK, 176 FEET EAST-NORTHEAST OF NORTH CORNER OF A
 FF0810'PLANK BRIDGE ON FIELD ROAD ACROSS A DITCH, 2 1/2 FEET NORTH OF A
 FF0810'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK
 FF0810'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0810
 FF0810                          STATION RECOVERY (2002)
 FF0810
 FF0810'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0047 ***********************************************************************
 FF0047  DESIGNATION -  A 185
 FF0047  PID         -  FF0047
 FF0047  STATE/COUNTY-  AR/MISSISSIPPI
 FF0047  USGS QUAD   -  MANILA SOUTH (1983)
 FF0047
 FF0047                         *CURRENT SURVEY CONTROL
 FF0047  ___________________________________________________________________
 FF0047* NAD 83(1986)-  35 51 28.     (N)    090 08 27.     (W)     SCALED    
 FF0047* NAVD 88     -        72.644  (meters)     238.33   (feet)  ADJUSTED  
 FF0047  ___________________________________________________________________
 FF0047  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FF0047  DYNAMIC HT  -          72.583 (meters)     238.13  (feet)  COMP
 FF0047  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 FF0047
 FF0047  VERT ORDER  -  FIRST     CLASS II
 FF0047
 FF0047.The horizontal coordinates were scaled from a topographic map and have
 FF0047.an estimated accuracy of +/- 6 seconds.
 FF0047
 FF0047.The orthometric height was determined by differential leveling
 FF0047.and adjusted by the National Geodetic Survey in June 1991..
 FF0047
 FF0047.The geoid height was determined by GEOID03.
 FF0047
 FF0047.The dynamic height is computed by dividing the NAVD 88
 FF0047.geopotential number by the normal gravity value computed on the
 FF0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0047.degrees latitude (g = 980.6199 gals.).
 FF0047
 FF0047.The modeled gravity was interpolated from observed gravity values.
 FF0047
 FF0047;                    North         East    Units  Estimated Accuracy
 FF0047;SPC AR N     -   170,710.      567,910.      MT  (+/- 180 meters Scaled)
 FF0047
 FF0047                          SUPERSEDED SURVEY CONTROL
 FF0047
 FF0047  NGVD 29 (??/??/??)   72.630  (m)          238.29   (f) ADJUSTED    1 2
 FF0047
 FF0047.Superseded values are not recommended for survey control.
 FF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0047.See file dsdata.txt to determine how the superseded data were derived.
 FF0047
 FF0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV581719(NAD 83)
 FF0047_MARKER: DB = BENCH MARK DISK
 FF0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0047_SP_SET: CULVERT
 FF0047_STAMPING: A 185 1956
 FF0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0047+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 FF0047
 FF0047  HISTORY     - Date     Condition        Report By
 FF0047  HISTORY     - 1956     MONUMENTED       CGS
 FF0047  HISTORY     - 1987     GOOD             USPSQD
 FF0047  HISTORY     - 20020720 GOOD             USACE
 FF0047
 FF0047                          STATION DESCRIPTION
 FF0047
 FF0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0047'2.1 MI SE FROM MANILA.
 FF0047'ABOUT 2.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0047'RAILWAY FROM THE CITY WATER TOWER AT MANILA, ABOUT 0.2 MILE
 FF0047'NORTHWEST OF CROSSING OF THE LITTLE RIVER LEVEE, ABOUT 30 YARDS
 FF0047'WEST OF TRESTLE NO. 253.0, ACROSS TRACK FROM TELEPHONE POLE NO.
 FF0047'573, 62 FEET SOUTHWEST OF SOUTHWEST RAIL, 24 FEET NORTHEAST OF
 FF0047'CENTER LINE OF STATE HIGHWAY 18, IN THE TOP OF THE NORTHWEST END
 FF0047'OF NORTHEAST HEAD WALL OF A 12-FOOT CONCRETE CULVERT WITH
 FF0047'PARTITION UNDER HIGHWAY, 50 FEET NORTH OF CENTER OF JUNCTION OF
 FF0047'HIGHWAY AND A GRADED ROAD LEADING WEST, AND ABOUT 1 FOOT BELOW
 FF0047'LEVEL OF HIGHWAY.
 FF0047
 FF0047                          STATION RECOVERY (1987)
 FF0047
 FF0047'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0047'RECOVERED IN GOOD CONDITION.
 FF0047
 FF0047                          STATION RECOVERY (2002)
 FF0047
 FF0047'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0849 ***********************************************************************
 FF0849  DESIGNATION -  A 186
 FF0849  PID         -  FF0849
 FF0849  STATE/COUNTY-  AR/CRAIGHEAD
 FF0849  USGS QUAD   -  OTWELL (1980)
 FF0849
 FF0849                         *CURRENT SURVEY CONTROL
 FF0849  ___________________________________________________________________
 FF0849* NAD 83(1986)-  35 43 12.     (N)    090 50 28.     (W)     SCALED    
 FF0849* NAVD 88     -        76.704  (meters)     251.65   (feet)  ADJUSTED  
 FF0849  ___________________________________________________________________
 FF0849  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FF0849  DYNAMIC HT  -          76.638 (meters)     251.44  (feet)  COMP
 FF0849  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 FF0849
 FF0849  VERT ORDER  -  FIRST     CLASS II
 FF0849
 FF0849.The horizontal coordinates were scaled from a topographic map and have
 FF0849.an estimated accuracy of +/- 6 seconds.
 FF0849
 FF0849.The orthometric height was determined by differential leveling
 FF0849.and adjusted by the National Geodetic Survey in June 1991..
 FF0849
 FF0849.The geoid height was determined by GEOID03.
 FF0849
 FF0849.The dynamic height is computed by dividing the NAVD 88
 FF0849.geopotential number by the normal gravity value computed on the
 FF0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0849.degrees latitude (g = 980.6199 gals.).
 FF0849
 FF0849.The modeled gravity was interpolated from observed gravity values.
 FF0849
 FF0849;                    North         East    Units  Estimated Accuracy
 FF0849;SPC AR N     -   154,460.      504,850.      MT  (+/- 180 meters Scaled)
 FF0849
 FF0849                          SUPERSEDED SURVEY CONTROL
 FF0849
 FF0849  NGVD 29 (??/??/??)   76.633  (m)          251.42   (f) ADJUSTED    1 2
 FF0849
 FF0849.Superseded values are not recommended for survey control.
 FF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0849.See file dsdata.txt to determine how the superseded data were derived.
 FF0849
 FF0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV952550(NAD 83)
 FF0849_MARKER: DB = BENCH MARK DISK
 FF0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0849_STAMPING: A 186 1956
 FF0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0849+STABILITY: SURFACE MOTION
 FF0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0849+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0849
 FF0849  HISTORY     - Date     Condition        Report By
 FF0849  HISTORY     - 1956     MONUMENTED       CGS
 FF0849  HISTORY     - 20020821 GOOD             USACE
 FF0849
 FF0849                          STATION DESCRIPTION
 FF0849
 FF0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0849'4.2 MI S FROM GIBSON.
 FF0849'4.2 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0849'THE ROAD CROSSING AT GIBSON, ABOUT 0.5 MILE SOUTH OF ROAD CROSSING
 FF0849'AT OTWELL, ABOUT 0.2 MILE NORTHEAST OF MILE POLE 138, AT A ROAD
 FF0849'CROSSING, WEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 137/24,
 FF0849'46 FEET WEST OF WEST RAIL OF MAIN TRACK, 67 FEET WEST-SOUTHWEST
 FF0849'OF CENTER OF CROSSING, 25 FEET SOUTH OF CENTER LINE OF ROAD,
 FF0849'12.8 FEET NORTHEAST OF POWER POLE NO. 1015, 4 FEET SOUTH OF A
 FF0849'FENCE CORNER, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET NORTH OF A
 FF0849'WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK
 FF0849'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0849
 FF0849                          STATION RECOVERY (2002)
 FF0849
 FF0849'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1849 ***********************************************************************
 FE1849  DESIGNATION -  A 187
 FE1849  PID         -  FE1849
 FE1849  STATE/COUNTY-  AR/MISSISSIPPI
 FE1849  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1849
 FE1849                         *CURRENT SURVEY CONTROL
 FE1849  ___________________________________________________________________
 FE1849* NAD 83(1986)-  35 55 07.     (N)    089 56 34.     (W)     SCALED    
 FE1849* NAVD 88     -        75.907  (meters)     249.04   (feet)  ADJUSTED  
 FE1849  ___________________________________________________________________
 FE1849  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE1849  DYNAMIC HT  -          75.843 (meters)     248.83  (feet)  COMP
 FE1849  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1849
 FE1849  VERT ORDER  -  FIRST     CLASS II
 FE1849
 FE1849.The horizontal coordinates were scaled from a topographic map and have
 FE1849.an estimated accuracy of +/- 6 seconds.
 FE1849
 FE1849.The orthometric height was determined by differential leveling
 FE1849.and adjusted by the National Geodetic Survey in June 1991..
 FE1849
 FE1849.The geoid height was determined by GEOID03.
 FE1849
 FE1849.The dynamic height is computed by dividing the NAVD 88
 FE1849.geopotential number by the normal gravity value computed on the
 FE1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1849.degrees latitude (g = 980.6199 gals.).
 FE1849
 FE1849.The modeled gravity was interpolated from observed gravity values.
 FE1849
 FE1849;                    North         East    Units  Estimated Accuracy
 FE1849;SPC AR N     -   177,820.      585,660.      MT  (+/- 180 meters Scaled)
 FE1849
 FE1849                          SUPERSEDED SURVEY CONTROL
 FE1849
 FE1849  NGVD 29 (??/??/??)   75.861  (m)          248.89   (f) ADJUSTED    1 2
 FE1849
 FE1849.Superseded values are not recommended for survey control.
 FE1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1849.See file dsdata.txt to determine how the superseded data were derived.
 FE1849
 FE1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE344789(NAD 83)
 FE1849_MARKER: DB = BENCH MARK DISK
 FE1849_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1849_SP_SET: 48 FEET
 FE1849_STAMPING: A 187 1956
 FE1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1849+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1849
 FE1849  HISTORY     - Date     Condition        Report By
 FE1849  HISTORY     - 1956     MONUMENTED       CGS
 FE1849  HISTORY     - 20020722 GOOD             USACE
 FE1849
 FE1849                          STATION DESCRIPTION
 FE1849
 FE1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1849'1 MI SW FROM BLYTHEVILLE.
 FE1849'1.0 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FE1849'FROM THE CROSSING OF 21ST STREET (STATE HIGHWAY 18) AT
 FE1849'BLYTHEVILLE, ABOUT 0.5 MILE NORTHEAST OF HIGHWAY 18 BRIDGE OVER
 FE1849'A DRAINAGE DITCH, ABOUT 0.15 MILE NORTHEAST OF MILE POLE 240 AND
 FE1849'A YARD LIMIT SIGN, ACROSS HIGHWAY FROM TELEPHONE POLE NO. 97,
 FE1849'118-3/4 FEET SOUTHEAST AND ACROSS HIGHWAY 18 FROM SOUTHEAST
 FE1849'RAIL, 34-3/4 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 209 FEET
 FE1849'NORTHWEST OF WEST CORNER OF A HOUSE OWNED BY MR. B.A. BUGG AND
 FE1849'OCCUPIED IN 1956 BY MR. H.C. PORTER, 29 FEET SOUTHWEST OF CENTER
 FE1849'LINE OF A DRIVE, 51 FEET WEST AND ACROSS DRIVE FROM A 24-INCH
 FE1849'ELM TREE, 25 FEET SOUTH-SOUTHWEST OF SOUTHWEST END OF A 24-INCH
 FE1849'PIPE CULVERT UNDER DRIVE, 6 1/2 FEET EAST-SOUTHEAST OF A POWER
 FE1849'POLE WITH TRANSFORMER 1/2 FOOT SOUTHEAST OF A FENCE LINE, 1 1/2
 FE1849'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 FE1849'BELOW LEVEL OF HIGHWAY AND SET ON THE TOP OF A COPPER-COATED
 FE1849'STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH TILE
 FE1849'WHICH PROJECTS 4 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 48-FEET.
 FE1849
 FE1849                          STATION RECOVERY (2002)
 FE1849
 FE1849'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1849'THE MARK IS LOCATED IN BLYTHEVILLE.
 FE1849'TO REACH STATION FROM INT. OF HWY 18 AND CO RD E214, GO E FOR 0.3 MI
 FE1849'TO MARK ON RIGHT.
 FE1849'THE STATION IS 34.5 FT SE OF CENTERLINE OF CO RD E214, OLD HWY, 6.5 FT
 FE1849'E.SE OF POWERPOLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0260 ***********************************************************************
 GE0260  DESIGNATION -  A 188
 GE0260  PID         -  GE0260
 GE0260  STATE/COUNTY-  AR/CLAY
 GE0260  USGS QUAD   -  CORNING (1964)
 GE0260
 GE0260                         *CURRENT SURVEY CONTROL
 GE0260  ___________________________________________________________________
 GE0260* NAD 83(1986)-  36 29 42.     (N)    090 30 53.     (W)     SCALED    
 GE0260* NAVD 88     -        89.393  (meters)     293.28   (feet)  ADJUSTED  
 GE0260  ___________________________________________________________________
 GE0260  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GE0260  DYNAMIC HT  -          89.321 (meters)     293.05  (feet)  COMP
 GE0260  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GE0260
 GE0260  VERT ORDER  -  FIRST     CLASS II
 GE0260
 GE0260.The horizontal coordinates were scaled from a topographic map and have
 GE0260.an estimated accuracy of +/- 6 seconds.
 GE0260
 GE0260.The orthometric height was determined by differential leveling
 GE0260.and adjusted by the National Geodetic Survey in June 1991..
 GE0260
 GE0260.The geoid height was determined by GEOID03.
 GE0260
 GE0260.The dynamic height is computed by dividing the NAVD 88
 GE0260.geopotential number by the normal gravity value computed on the
 GE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0260.degrees latitude (g = 980.6199 gals.).
 GE0260
 GE0260.The modeled gravity was interpolated from observed gravity values.
 GE0260
 GE0260;                    North         East    Units  Estimated Accuracy
 GE0260;SPC AR N     -   240,840.      533,080.      MT  (+/- 180 meters Scaled)
 GE0260
 GE0260                          SUPERSEDED SURVEY CONTROL
 GE0260
 GE0260  NGVD 29 (??/??/92)   89.381  (m)          293.24   (f) ADJ UNCH    1 2
 GE0260
 GE0260.Superseded values are not recommended for survey control.
 GE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0260.See file dsdata.txt to determine how the superseded data were derived.
 GE0260
 GE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA226417(NAD 83)
 GE0260_MARKER: DB = BENCH MARK DISK
 GE0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0260_STAMPING: A 188 1956
 GE0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0260+STABILITY: SURFACE MOTION
 GE0260
 GE0260  HISTORY     - Date     Condition        Report By
 GE0260  HISTORY     - 1956     MONUMENTED       CGS
 GE0260  HISTORY     - 20020323 MARK NOT FOUND   USACE
 GE0260
 GE0260                          STATION DESCRIPTION
 GE0260
 GE0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0260'1.2 MI N FROM MOARK.
 GE0260'1.15 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0260'STATION AT MOARK, ABOUT 0.15 MILE SOUTH OF MILE POLE 185, ABOUT
 GE0260'0.25 MILE SOUTH OF THE MISSOURI-ARKANSAS STATE LINE, 105 1/2
 GE0260'FEET EAST-SOUTHEAST AND ACROSS A ROAD PARALLEL TO TRACK FROM THE
 GE0260'NEAR RAIL OF TRACK, 78 FEET NORTHWEST OF NORTHWEST CORNER OF AN
 GE0260'UNPAINTED HOUSE, 72 FEET EAST AND ACROSS ROAD FROM TELEPHONE
 GE0260'POLE NO. 185/06, 85 FEET NORTHEAST AND ACROSS A DRIVE SOUTH
 GE0260'FROM A POWER POLE WITH A TRANSFORMER, 33 FEET EAST-SOUTHEAST OF
 GE0260'CENTER LINE OF ROAD PARALLEL TO TRACK, 24 FEET EAST OF CENTER
 GE0260'LINE OF A DRIVE SOUTH, 13 FEET NORTHEAST OF A FENCE CORNER, 2
 GE0260'FEET NORTHWEST OF A FENCE LINE, 1 1/2 FEET NORTHWEST OF A WHITE
 GE0260'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 GE0260'OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0260
 GE0260                          STATION RECOVERY (2002)
 GE0260
 GE0260'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1826 ***********************************************************************
 FE1826  DESIGNATION -  A 189
 FE1826  PID         -  FE1826
 FE1826  STATE/COUNTY-  AR/MISSISSIPPI
 FE1826  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1826
 FE1826                         *CURRENT SURVEY CONTROL
 FE1826  ___________________________________________________________________
 FE1826* NAD 83(1986)-  35 55 18.     (N)    089 53 26.     (W)     SCALED    
 FE1826* NAVD 88     -        77.722  (meters)     254.99   (feet)  ADJUSTED  
 FE1826  ___________________________________________________________________
 FE1826  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE1826  DYNAMIC HT  -          77.657 (meters)     254.78  (feet)  COMP
 FE1826  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 FE1826
 FE1826  VERT ORDER  -  FIRST     CLASS II
 FE1826
 FE1826.The horizontal coordinates were scaled from a topographic map and have
 FE1826.an estimated accuracy of +/- 6 seconds.
 FE1826
 FE1826.The orthometric height was determined by differential leveling
 FE1826.and adjusted by the National Geodetic Survey in June 1991..
 FE1826
 FE1826.The geoid height was determined by GEOID03.
 FE1826
 FE1826.The dynamic height is computed by dividing the NAVD 88
 FE1826.geopotential number by the normal gravity value computed on the
 FE1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1826.degrees latitude (g = 980.6199 gals.).
 FE1826
 FE1826.The modeled gravity was interpolated from observed gravity values.
 FE1826
 FE1826;                    North         East    Units  Estimated Accuracy
 FE1826;SPC AR N     -   178,250.      590,360.      MT  (+/- 180 meters Scaled)
 FE1826
 FE1826                          SUPERSEDED SURVEY CONTROL
 FE1826
 FE1826  NGVD 29 (??/??/??)   77.666  (m)          254.81   (f) ADJUSTED    1 2
 FE1826
 FE1826.Superseded values are not recommended for survey control.
 FE1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1826.See file dsdata.txt to determine how the superseded data were derived.
 FE1826
 FE1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE391791(NAD 83)
 FE1826_MARKER: DB = BENCH MARK DISK
 FE1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1826_STAMPING: A 189 1956
 FE1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1826+STABILITY: SURFACE MOTION
 FE1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1826+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1826
 FE1826  HISTORY     - Date     Condition        Report By
 FE1826  HISTORY     - 1956     MONUMENTED       CGS
 FE1826  HISTORY     - 1987     GOOD             USPSQD
 FE1826  HISTORY     - 20020722 GOOD             USACE
 FE1826
 FE1826                          STATION DESCRIPTION
 FE1826
 FE1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1826'AT BLYTHEVILLE.
 FE1826'AT BLYTHEVILLE, IN THE EXTREME EAST PART OF TOWN, ALONG THE
 FE1826'ST. LOUIS-SAN FRANCISCO RAILWAY, 112 YARDS EAST OF CENTER OF
 FE1826'CROSSING OF THE TRACK AND RUDDLE ROAD (NORTH-SOUTH), AT
 FE1826'ARKANSAS-MISSOURI POWER COMPANY EAST END SUB-STATION, 72 FEET
 FE1826'SOUTH OF SOUTH RAIL, 2 1/2 FEET NORTHEAST OF NORTHWEST CORNER
 FE1826'OF STEEL FENCE AROUND POWER SUB-STATION, 27 FEET SOUTH OF CENTER
 FE1826'LINE OF A ROAD PARALLEL TO TRACK, 2 1/2 FEET SOUTHEAST OF A WHITE
 FE1826'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK,
 FE1826'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1826'PROJECTING 2 INCHES.
 FE1826
 FE1826                          STATION RECOVERY (1987)
 FE1826
 FE1826'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1826'RECOVERED IN GOOD CONDITION.
 FE1826
 FE1826                          STATION RECOVERY (2002)
 FE1826
 FE1826'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0833 ***********************************************************************
 FG0833  DESIGNATION -  A 19
 FG0833  PID         -  FG0833
 FG0833  STATE/COUNTY-  AR/NEWTON
 FG0833  USGS QUAD   -  SWAIN (1978)
 FG0833
 FG0833                         *CURRENT SURVEY CONTROL
 FG0833  ___________________________________________________________________
 FG0833* NAD 83(1986)-  35 50 57.     (N)    093 20 23.     (W)     SCALED    
 FG0833* NAVD 88     -       630.134  (meters)    2067.36   (feet)  ADJUSTED  
 FG0833  ___________________________________________________________________
 FG0833  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0833  DYNAMIC HT  -         629.520 (meters)    2065.35  (feet)  COMP
 FG0833  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 FG0833
 FG0833  VERT ORDER  -  SECOND    CLASS 0
 FG0833
 FG0833.The horizontal coordinates were scaled from a topographic map and have
 FG0833.an estimated accuracy of +/- 6 seconds.
 FG0833
 FG0833.The orthometric height was determined by differential leveling
 FG0833.and adjusted by the National Geodetic Survey in June 1991..
 FG0833
 FG0833.The geoid height was determined by GEOID03.
 FG0833
 FG0833.The dynamic height is computed by dividing the NAVD 88
 FG0833.geopotential number by the normal gravity value computed on the
 FG0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0833.degrees latitude (g = 980.6199 gals.).
 FG0833
 FG0833.The modeled gravity was interpolated from observed gravity values.
 FG0833
 FG0833;                    North         East    Units  Estimated Accuracy
 FG0833;SPC AR N     -   168,990.      278,990.      MT  (+/- 180 meters Scaled)
 FG0833
 FG0833                          SUPERSEDED SURVEY CONTROL
 FG0833
 FG0833  NGVD 29 (??/??/92)  630.049  (m)         2067.09   (f) ADJ UNCH    2 0
 FG0833
 FG0833.Superseded values are not recommended for survey control.
 FG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0833.See file dsdata.txt to determine how the superseded data were derived.
 FG0833
 FG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV693672(NAD 83)
 FG0833_MARKER: DB = BENCH MARK DISK
 FG0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0833_STAMPING: A 19 1932 ELEV. 2067.086
 FG0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0833+STABILITY: SURFACE MOTION
 FG0833
 FG0833  HISTORY     - Date     Condition        Report By
 FG0833  HISTORY     - 1932     MONUMENTED       CGS
 FG0833  HISTORY     - 1935     GOOD             NGS
 FG0833
 FG0833                          STATION DESCRIPTION
 FG0833
 FG0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0833'IN SWAIN.
 FG0833'AT SWAIN, ABOUT 300 FEET NORTHEAST OF SWAIN SCHOOL HOUSE.  ABOUT 105
 FG0833'FEET NORTHEAST OF CENTERLINE OF JUNCTION OF ST. HWY. 21 AND ROAD
 FG0833'LEADING NORTH TO MURRAY.  65.7 FEET NORTH OF THE CENTERLINE OF ST.
 FG0833'HWY. 16.  64.2 FEET SOUTHWEST OF SOUTH CORNER OF J. E. SAMS HOUSE. 0.9
 FG0833'FT. SOUTHEAST OF NORTHEAST-SOUTHWEST GARDEN FENCE.  SET IN A CONCRETE
 FG0833'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0145 ***********************************************************************
 GE0145  DESIGNATION -  A 190
 GE0145  PID         -  GE0145
 GE0145  STATE/COUNTY-  AR/CLAY
 GE0145  USGS QUAD   -  MC DOUGAL (1984)
 GE0145
 GE0145                         *CURRENT SURVEY CONTROL
 GE0145  ___________________________________________________________________
 GE0145* NAD 83(1986)-  36 26 02.     (N)    090 23 35.     (W)     SCALED    
 GE0145* NAVD 88     -        90.600  (meters)     297.24   (feet)  ADJUSTED  
 GE0145  ___________________________________________________________________
 GE0145  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GE0145  DYNAMIC HT  -          90.526 (meters)     297.00  (feet)  COMP
 GE0145  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 GE0145
 GE0145  VERT ORDER  -  FIRST     CLASS II
 GE0145
 GE0145.The horizontal coordinates were scaled from a topographic map and have
 GE0145.an estimated accuracy of +/- 6 seconds.
 GE0145
 GE0145.The orthometric height was determined by differential leveling
 GE0145.and adjusted by the National Geodetic Survey in June 1991..
 GE0145
 GE0145.The geoid height was determined by GEOID03.
 GE0145
 GE0145.The dynamic height is computed by dividing the NAVD 88
 GE0145.geopotential number by the normal gravity value computed on the
 GE0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0145.degrees latitude (g = 980.6199 gals.).
 GE0145
 GE0145.The modeled gravity was interpolated from observed gravity values.
 GE0145
 GE0145;                    North         East    Units  Estimated Accuracy
 GE0145;SPC AR N     -   234,230.      544,090.      MT  (+/- 180 meters Scaled)
 GE0145
 GE0145                          SUPERSEDED SURVEY CONTROL
 GE0145
 GE0145  NGVD 29 (??/??/92)   90.590  (m)          297.21   (f) ADJ UNCH    1 2
 GE0145
 GE0145.Superseded values are not recommended for survey control.
 GE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0145.See file dsdata.txt to determine how the superseded data were derived.
 GE0145
 GE0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA336352(NAD 83)
 GE0145_MARKER: DB = BENCH MARK DISK
 GE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0145_STAMPING: A 190 1956
 GE0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0145+STABILITY: SURFACE MOTION
 GE0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0145+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 GE0145
 GE0145  HISTORY     - Date     Condition        Report By
 GE0145  HISTORY     - 1956     MONUMENTED       CGS
 GE0145  HISTORY     - 20020916 GOOD             USACE
 GE0145
 GE0145                          STATION DESCRIPTION
 GE0145
 GE0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0145'AT MC DOUGAL.
 GE0145'AT MC DOUGAL, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 62 FROM THE
 GE0145'COTTON GIN, ABOUT 0.15 MILE WEST OF THE POST OFFICE, ABOUT 0.25
 GE0145'MILE WEST OF CHURCH OF CHRIST, AT A NORTH-SOUTH CROSSROAD AND
 GE0145'NEAR THE NORTHWEST CORNER OF A WOODED AREA WITH LARGE OAK TREES,
 GE0145'57 FEET SOUTH OF CENTER LINE OF HIGHWAY, 72 FEET SOUTHEAST OF
 GE0145'CENTER OF CROSSROAD, 46 FEET EAST OF CENTER LINE OF ROAD SOUTH,
 GE0145'31 FEET EAST OF A FENCE CORNER, 21 FEET EAST OF A CAUTION LIGHT
 GE0145'CABLE POLE, 1 1/2 FEET NORTH OF A FENCE LINE, 2 1/2 FEET WEST OF
 GE0145'A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF
 GE0145'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GE0145'INCHES.
 GE0145
 GE0145                          STATION RECOVERY (2002)
 GE0145
 GE0145'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1108 ***********************************************************************
 EJ1108  DESIGNATION -  A 192 X
 EJ1108  PID         -  EJ1108
 EJ1108  STATE/COUNTY-  AR/CLARK
 EJ1108  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1108
 EJ1108                         *CURRENT SURVEY CONTROL
 EJ1108  ___________________________________________________________________
 EJ1108* NAD 83(1986)-  34 06 12.     (N)    093 03 50.     (W)     SCALED    
 EJ1108* NAVD 88     -        55.648  (meters)     182.57   (feet)  ADJUSTED  
 EJ1108  ___________________________________________________________________
 EJ1108  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ1108  DYNAMIC HT  -          55.592 (meters)     182.39  (feet)  COMP
 EJ1108  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 EJ1108
 EJ1108  VERT ORDER  -  FIRST     CLASS II
 EJ1108
 EJ1108.The horizontal coordinates were scaled from a topographic map and have
 EJ1108.an estimated accuracy of +/- 6 seconds.
 EJ1108
 EJ1108.The orthometric height was determined by differential leveling
 EJ1108.and adjusted by the National Geodetic Survey in June 1991..
 EJ1108
 EJ1108.The geoid height was determined by GEOID03.
 EJ1108
 EJ1108.The dynamic height is computed by dividing the NAVD 88
 EJ1108.geopotential number by the normal gravity value computed on the
 EJ1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1108.degrees latitude (g = 980.6199 gals.).
 EJ1108
 EJ1108.The modeled gravity was interpolated from observed gravity values.
 EJ1108
 EJ1108;                    North         East    Units  Estimated Accuracy
 EJ1108;SPC AR S     -   559,850.      301,840.      MT  (+/- 180 meters Scaled)
 EJ1108
 EJ1108                          SUPERSEDED SURVEY CONTROL
 EJ1108
 EJ1108  NGVD 29 (??/??/92)   55.67   (m)          182.6    (f) COMPUTED    1 2
 EJ1108
 EJ1108.Superseded values are not recommended for survey control.
 EJ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1108.See file dsdata.txt to determine how the superseded data were derived.
 EJ1108
 EJ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT941736(NAD 83)
 EJ1108_MARKER: DB = BENCH MARK DISK
 EJ1108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ1108_STAMPING: A 192 X 1959
 EJ1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1108
 EJ1108  HISTORY     - Date     Condition        Report By
 EJ1108  HISTORY     - 1959     MONUMENTED       CGS
 EJ1108  HISTORY     - 1960     GOOD             NGS
 EJ1108  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 EJ1108
 EJ1108                          STATION DESCRIPTION
 EJ1108
 EJ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1108'1.0 MI S FROM ARKADELPHIA.
 EJ1108'ABOUT 1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1108'STATION AT ARKADELPHIA, 2 POLES NORTHEAST OF MILEPOST 412, 26 FEET
 EJ1108'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 71 FEET EAST OF THE
 EJ1108'CENTER OF A CROSSING LEADING TO THE MUNICIPAL AIRPORT, 4 1/2 FEET
 EJ1108'NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 EJ1108'20 FEET NORTHWEST OF A FENCE, ABOUT 5 FEET BELOW THE TRACKS, AND ON
 EJ1108'THE TOP OF AN IRON PIPE PROJECTING 6 INCHES.
 EJ1108
 EJ1108                          STATION RECOVERY (1998)
 EJ1108
 EJ1108'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0314 ***********************************************************************
 DL0314  DESIGNATION -  A 193 X
 DL0314  PID         -  DL0314
 DL0314  STATE/COUNTY-  AR/OUACHITA
 DL0314  USGS QUAD   -  CAMDEN (1985)
 DL0314
 DL0314                         *CURRENT SURVEY CONTROL
 DL0314  ___________________________________________________________________
 DL0314* NAD 83(1986)-  33 35 04.     (N)    092 50 41.     (W)     SCALED    
 DL0314* NAVD 88     -        46.921  (meters)     153.94   (feet)  ADJUSTED  
 DL0314  ___________________________________________________________________
 DL0314  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0314  DYNAMIC HT  -          46.873 (meters)     153.78  (feet)  COMP
 DL0314  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 DL0314
 DL0314  VERT ORDER  -  FIRST     CLASS II
 DL0314
 DL0314.The horizontal coordinates were scaled from a topographic map and have
 DL0314.an estimated accuracy of +/- 6 seconds.
 DL0314
 DL0314.The orthometric height was determined by differential leveling
 DL0314.and adjusted by the National Geodetic Survey in June 1991..
 DL0314
 DL0314.The geoid height was determined by GEOID03.
 DL0314
 DL0314.The dynamic height is computed by dividing the NAVD 88
 DL0314.geopotential number by the normal gravity value computed on the
 DL0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0314.degrees latitude (g = 980.6199 gals.).
 DL0314
 DL0314.The modeled gravity was interpolated from observed gravity values.
 DL0314
 DL0314;                    North         East    Units  Estimated Accuracy
 DL0314;SPC AR S     -   502,120.      321,590.      MT  (+/- 180 meters Scaled)
 DL0314
 DL0314                          SUPERSEDED SURVEY CONTROL
 DL0314
 DL0314  NGVD 29 (??/??/92)   46.947  (m)          154.03   (f) ADJ UNCH    1 2
 DL0314
 DL0314.Superseded values are not recommended for survey control.
 DL0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0314.See file dsdata.txt to determine how the superseded data were derived.
 DL0314
 DL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT144160(NAD 83)
 DL0314_MARKER: DB = BENCH MARK DISK
 DL0314_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0314_SP_SET: 32 FT
 DL0314_STAMPING: A 193 X 1959
 DL0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0314
 DL0314  HISTORY     - Date     Condition        Report By
 DL0314  HISTORY     - 1959     MONUMENTED       CGS
 DL0314  HISTORY     - 1960     GOOD             NGS
 DL0314  HISTORY     - 1964     GOOD             NGS
 DL0314  HISTORY     - 1984     POOR             LOCSUR
 DL0314
 DL0314                          STATION DESCRIPTION
 DL0314
 DL0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0314'1.0 MI NW FROM CAMDEN.
 DL0314'ABOUT 1.0 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0314'STATION AT CAMDEN, 5 POLES SOUTHEAST OF MILEPOLE 458.20, IN SECTION
 DL0314'22, T 13 S, R 17 W, 80 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 DL0314'WITH STATE HIGHWAY 4, SOUTHWEST OF AND ACROSS JEFFERSON DRIVE FROM THE
 DL0314'PEPSI COLA BOTTLING CO., 47 1/2 FEET NORTHWEST OF A TELEPHONE POLE, IN
 DL0314'LINE WITH A ROW OF TELEPHONE POLES, 18.8 FEET NORTHEAST OF THE
 DL0314'NORTHEAST RAIL, 12 FEET SOUTHWEST OF THE SOUTHWEST CURB OF JEFFERSON
 DL0314'DRIVE, ABOUT 1 FOOT ABOVE THE TRACKS, ON THE TOP OF A 5/8-INCH COPPER
 DL0314'COATED STEEL ROD WHICH IS DRIVEN TO A DEPTH OF 32 FEET, AND IS ENCASED
 DL0314'IN A 6-INCH TILE PROJECTING 10 INCHES.  NOTE-- SOME OF THE TOP IS
 DL0314'BROKEN OFF THE TILE AND THE DISK IS SLIGHTLY BENT BUT STILL GOOD.
 DL0314
 DL0314                          STATION RECOVERY (1964)
 DL0314
 DL0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0314'RECOVERED IN GOOD CONDITION.
 DL0314
 DL0314                          STATION RECOVERY (1984)
 DL0314
 DL0314'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 DL0314'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0345 ***********************************************************************
 GF0345  DESIGNATION -  A 194
 GF0345  PID         -  GF0345
 GF0345  STATE/COUNTY-  AR/BOONE
 GF0345  USGS QUAD   -  HARRISON (1975)
 GF0345
 GF0345                         *CURRENT SURVEY CONTROL
 GF0345  ___________________________________________________________________
 GF0345* NAD 83(1986)-  36 14 39.     (N)    093 06 54.     (W)     SCALED    
 GF0345* NAVD 88     -       337.378  (meters)    1106.88   (feet)  ADJUSTED  
 GF0345  ___________________________________________________________________
 GF0345  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0345  DYNAMIC HT  -         337.078 (meters)    1105.90  (feet)  COMP
 GF0345  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 GF0345
 GF0345  VERT ORDER  -  SECOND    CLASS 0
 GF0345
 GF0345.The horizontal coordinates were scaled from a topographic map and have
 GF0345.an estimated accuracy of +/- 6 seconds.
 GF0345
 GF0345.The orthometric height was determined by differential leveling
 GF0345.and adjusted by the National Geodetic Survey in June 1991..
 GF0345
 GF0345.The geoid height was determined by GEOID03.
 GF0345
 GF0345.The dynamic height is computed by dividing the NAVD 88
 GF0345.geopotential number by the normal gravity value computed on the
 GF0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0345.degrees latitude (g = 980.6199 gals.).
 GF0345
 GF0345.The modeled gravity was interpolated from observed gravity values.
 GF0345
 GF0345;                    North         East    Units  Estimated Accuracy
 GF0345;SPC AR N     -   212,570.      299,780.      MT  (+/- 180 meters Scaled)
 GF0345
 GF0345                          SUPERSEDED SURVEY CONTROL
 GF0345
 GF0345  NGVD 29 (??/??/92)  337.247  (m)         1106.45   (f) ADJ UNCH    2 0
 GF0345
 GF0345.Superseded values are not recommended for survey control.
 GF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0345.See file dsdata.txt to determine how the superseded data were derived.
 GF0345
 GF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA896110(NAD 83)
 GF0345_MARKER: DD = SURVEY DISK
 GF0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0345_SP_SET: CURB
 GF0345_STAMPING: A 194 1965
 GF0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0345
 GF0345  HISTORY     - Date     Condition        Report By
 GF0345  HISTORY     - 1965     MONUMENTED       CGS
 GF0345
 GF0345                          STATION DESCRIPTION
 GF0345
 GF0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GF0345'AT HARRISON.
 GF0345'TO REACH FROM THE NE CORNER OF THE COURT HOUSE SQUARE IN HARRISON
 GF0345'(POST OFFICE), GO NORTH ON U.S. HIGHWAY 65 AND 62 FOR 1.15
 GF0345'MILES TO A CROSS STREET AND BENCH MARK ON THE LEFT.  ON THE
 GF0345'NW END OF A CONCRETE STORM DRAIN THE TOP OF WHICH IS LEVEL
 GF0345'WITH THE CURB, 27 FT. SW OF THE CENTERLINE OF U.S. HIGHWAY 65
 GF0345'AND 62, 79 FT. SE OF THE CENTERLINE OF CROSS STREET, THE MARK
 GF0345'IS SOUTH OF AND DIAGONALLY ACROSS THE STREET FROM SAV-A-STEP
 GF0345'WHOLESALE GROCERY.  A STANDARD BENCH MARK DISK, STAMPED A 194
 GF0345'1965 SET IN DRILL HOLE IN CONCRETE STORM DRAIN FLUSH WITH THE
 GF0345'CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0301 ***********************************************************************
 DL0301  DESIGNATION -  A 196
 DL0301  PID         -  DL0301
 DL0301  STATE/COUNTY-  AR/OUACHITA
 DL0301  USGS QUAD   -  BRAGG CITY (1985)
 DL0301
 DL0301                         *CURRENT SURVEY CONTROL
 DL0301  ___________________________________________________________________
 DL0301* NAD 83(1986)-  33 40 48.     (N)    092 58 45.     (W)     SCALED    
 DL0301* NAVD 88     -        46.505  (meters)     152.58   (feet)  ADJUSTED  
 DL0301  ___________________________________________________________________
 DL0301  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0301  DYNAMIC HT  -          46.457 (meters)     152.42  (feet)  COMP
 DL0301  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 DL0301
 DL0301  VERT ORDER  -  FIRST     CLASS II
 DL0301
 DL0301.The horizontal coordinates were scaled from a topographic map and have
 DL0301.an estimated accuracy of +/- 6 seconds.
 DL0301
 DL0301.The orthometric height was determined by differential leveling
 DL0301.and adjusted by the National Geodetic Survey in June 1991..
 DL0301
 DL0301.The geoid height was determined by GEOID03.
 DL0301
 DL0301.The dynamic height is computed by dividing the NAVD 88
 DL0301.geopotential number by the normal gravity value computed on the
 DL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0301.degrees latitude (g = 980.6199 gals.).
 DL0301
 DL0301.The modeled gravity was interpolated from observed gravity values.
 DL0301
 DL0301;                    North         East    Units  Estimated Accuracy
 DL0301;SPC AR S     -   512,830.      309,210.      MT  (+/- 180 meters Scaled)
 DL0301
 DL0301                          SUPERSEDED SURVEY CONTROL
 DL0301
 DL0301  NGVD 29 (??/??/92)   46.523  (m)          152.63   (f) ADJ UNCH    1 2
 DL0301
 DL0301.Superseded values are not recommended for survey control.
 DL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0301.See file dsdata.txt to determine how the superseded data were derived.
 DL0301
 DL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT019266(NAD 83)
 DL0301_MARKER: DB = BENCH MARK DISK
 DL0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0301_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0301_STAMPING: A 196 1960
 DL0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0301
 DL0301  HISTORY     - Date     Condition        Report By
 DL0301  HISTORY     - 1960     MONUMENTED       CGS
 DL0301
 DL0301                          STATION DESCRIPTION
 DL0301
 DL0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0301'3.2 MI SE FROM CHIDESTER.
 DL0301'ABOUT 3.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0301'POST OFFICE AT CHIDESTER, 23 1/2 FEET EAST OF MILEPOST 448, IN SECTION
 DL0301'20, T 2 S, R 18 W, 44 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 16
 DL0301'FEET NORTHWEST OF A 12-INCH SWEETGUM TREE, 2.0 FEET SOUTHWEST OF A
 DL0301'FENCE, 4 1/2 FEET BELOW THE TRACKS, ON TOP OF A 3 1/2-INCH IRON PIPE
 DL0301'WHICH PROJECTS 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0325 ***********************************************************************
 DL0325  DESIGNATION -  A 197
 DL0325  PID         -  DL0325
 DL0325  STATE/COUNTY-  AR/OUACHITA
 DL0325  USGS QUAD   -  CAMDEN (1985)
 DL0325
 DL0325                         *CURRENT SURVEY CONTROL
 DL0325  ___________________________________________________________________
 DL0325* NAD 83(1986)-  33 33 36.     (N)    092 49 05.     (W)     SCALED    
 DL0325* NAVD 88     -        33.964  (meters)     111.43   (feet)  ADJUSTED  
 DL0325  ___________________________________________________________________
 DL0325  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0325  DYNAMIC HT  -          33.929 (meters)     111.32  (feet)  COMP
 DL0325  MODELED GRAV-     979,602.6   (mgal)                       NAVD 88
 DL0325
 DL0325  VERT ORDER  -  FIRST     CLASS II
 DL0325
 DL0325.The horizontal coordinates were scaled from a topographic map and have
 DL0325.an estimated accuracy of +/- 6 seconds.
 DL0325
 DL0325.The orthometric height was determined by differential leveling
 DL0325.and adjusted by the National Geodetic Survey in June 1991..
 DL0325
 DL0325.The geoid height was determined by GEOID03.
 DL0325
 DL0325.The dynamic height is computed by dividing the NAVD 88
 DL0325.geopotential number by the normal gravity value computed on the
 DL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0325.degrees latitude (g = 980.6199 gals.).
 DL0325
 DL0325.The modeled gravity was interpolated from observed gravity values.
 DL0325
 DL0325;                    North         East    Units  Estimated Accuracy
 DL0325;SPC AR S     -   499,390.      324,040.      MT  (+/- 180 meters Scaled)
 DL0325
 DL0325                          SUPERSEDED SURVEY CONTROL
 DL0325
 DL0325  NGVD 29 (??/??/92)   33.99   (m)          111.5    (f) COMPUTED    1 2
 DL0325
 DL0325.Superseded values are not recommended for survey control.
 DL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0325.See file dsdata.txt to determine how the superseded data were derived.
 DL0325
 DL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT168133(NAD 83)
 DL0325_MARKER: DB = BENCH MARK DISK
 DL0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0325_STAMPING: A 197 1960
 DL0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0325+STABILITY: SURFACE MOTION
 DL0325
 DL0325  HISTORY     - Date     Condition        Report By
 DL0325  HISTORY     - 1960     MONUMENTED       CGS
 DL0325  HISTORY     - 1964     GOOD             NGS
 DL0325
 DL0325                          STATION DESCRIPTION
 DL0325
 DL0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0325'1.5 MI SE FROM CAMDEN.
 DL0325'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0325'STATION AT CAMDEN, IN SECTION 35, T 13 S, R 17 W, AT THE NORTHWEST END
 DL0325'OF A CURVE, 5 POLES SOUTHEAST OF POLE 461/10, 8 RAILS NORTHWEST OF THE
 DL0325'SOUTHEAST END OF A SIDING, SOUTHWEST OF AND AT THE FOOT OF A BANK, 37
 DL0325'FEET NORTH-NORTHWEST OF A TELEPHONE BOX, 47 FEET NORTHEAST OF THE
 DL0325'CENTER OF THE NORTHEAST RAIL OF THE MAIN TRACK, 31 FEET NORTHEAST OF
 DL0325'THE CENTER OF THE NORTHEAST RAIL OF A SIDE TRACK, 9 FEET NORTHWEST OF
 DL0325'A TELEPHONE POLE, 4 FEET NORTHEAST OF A FENCE, 1.9 FEET SOUTHEAST OF A
 DL0325'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE TRACKS, AND SET IN THE
 DL0325'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0325
 DL0325                          STATION RECOVERY (1964)
 DL0325
 DL0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0208 ***********************************************************************
 DL0208  DESIGNATION -  A 198
 DL0208  PID         -  DL0208
 DL0208  STATE/COUNTY-  AR/OUACHITA
 DL0208  USGS QUAD   -  SNOW HILL (1985)
 DL0208
 DL0208                         *CURRENT SURVEY CONTROL
 DL0208  ___________________________________________________________________
 DL0208* NAD 83(1986)-  33 23 28.     (N)    092 40 07.     (W)     SCALED    
 DL0208* NAVD 88     -        50.825  (meters)     166.75   (feet)  ADJUSTED  
 DL0208  ___________________________________________________________________
 DL0208  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0208  DYNAMIC HT  -          50.771 (meters)     166.57  (feet)  COMP
 DL0208  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 DL0208
 DL0208  VERT ORDER  -  FIRST     CLASS II
 DL0208
 DL0208.The horizontal coordinates were scaled from a topographic map and have
 DL0208.an estimated accuracy of +/- 6 seconds.
 DL0208
 DL0208.The orthometric height was determined by differential leveling
 DL0208.and adjusted by the National Geodetic Survey in June 1991..
 DL0208
 DL0208.The geoid height was determined by GEOID03.
 DL0208
 DL0208.The dynamic height is computed by dividing the NAVD 88
 DL0208.geopotential number by the normal gravity value computed on the
 DL0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0208.degrees latitude (g = 980.6199 gals.).
 DL0208
 DL0208.The modeled gravity was interpolated from observed gravity values.
 DL0208
 DL0208;                    North         East    Units  Estimated Accuracy
 DL0208;SPC AR S     -   480,550.      337,800.      MT  (+/- 180 meters Scaled)
 DL0208
 DL0208                          SUPERSEDED SURVEY CONTROL
 DL0208
 DL0208  NGVD 29 (??/??/92)   50.857  (m)          166.85   (f) ADJ UNCH    1 2
 DL0208
 DL0208.Superseded values are not recommended for survey control.
 DL0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0208.See file dsdata.txt to determine how the superseded data were derived.
 DL0208
 DL0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS308946(NAD 83)
 DL0208_MARKER: DB = BENCH MARK DISK
 DL0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0208_STAMPING: A 198 1960
 DL0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0208+STABILITY: SURFACE MOTION
 DL0208
 DL0208  HISTORY     - Date     Condition        Report By
 DL0208  HISTORY     - 1960     MONUMENTED       CGS
 DL0208  HISTORY     - 1964     GOOD             NGS
 DL0208
 DL0208                          STATION DESCRIPTION
 DL0208
 DL0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0208'8.25 MI NW FROM NORPHLET.
 DL0208'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0208'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0208'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0208'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0208'THENCE 2.15 MILES NORTHWEST ALONG A GRAVELED ROAD, 0.15 MILE SOUTHEAST
 DL0208'OF THE JUNCTION WITH A GRAVELED ROAD LEADING SOUTH, 0.1 MILE SOUTHEAST
 DL0208'OF A SMALL KNOLL, IN SECTION 29, T 15 S, R 15 W, 94 FEET SOUTHWEST OF
 DL0208'THE CENTER LINE OF THE ROAD, 52 FEET SOUTHWEST OF A 18-INCH OAK TREE
 DL0208'USED FOR A CORNER POST, 33 FEET NORTHEAST OF A 15-INCH OAK TREE USED
 DL0208'FOR A FENCE CORNER POST, 18 FEET NORTHWEST OF THE CENTER LINE OF A
 DL0208'WOODS ROAD, 1 FOOT SOUTHEAST OF A WOVENWIRE FENCE, 1.5 FEET WEST OF A
 DL0208'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD, AND SET IN THE TOP OF
 DL0208'A CONCRETE POST PROJECTING 3 INCHES. NOTE-- BM IS ABOUT 100 FEET
 DL0208'SOUTHEAST OF A SMALL WHITE HOUSE.
 DL0208
 DL0208                          STATION RECOVERY (1964)
 DL0208
 DL0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0796 ***********************************************************************
 DL0796  DESIGNATION -  A 199
 DL0796  PID         -  DL0796
 DL0796  STATE/COUNTY-  AR/LAFAYETTE
 DL0796  USGS QUAD   -  BRADLEY (1978)
 DL0796
 DL0796                         *CURRENT SURVEY CONTROL
 DL0796  ___________________________________________________________________
 DL0796* NAD 83(1986)-  33 02 04.     (N)    093 40 13.     (W)     SCALED    
 DL0796* NAVD 88     -        75.387  (meters)     247.33   (feet)  ADJUSTED  
 DL0796  ___________________________________________________________________
 DL0796  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DL0796  DYNAMIC HT  -          75.304 (meters)     247.06  (feet)  COMP
 DL0796  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 DL0796
 DL0796  VERT ORDER  -  FIRST     CLASS II
 DL0796
 DL0796.The horizontal coordinates were scaled from a topographic map and have
 DL0796.an estimated accuracy of +/- 6 seconds.
 DL0796
 DL0796.The orthometric height was determined by differential leveling
 DL0796.and adjusted by the National Geodetic Survey in June 1991..
 DL0796
 DL0796.The geoid height was determined by GEOID03.
 DL0796
 DL0796.The dynamic height is computed by dividing the NAVD 88
 DL0796.geopotential number by the normal gravity value computed on the
 DL0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0796.degrees latitude (g = 980.6199 gals.).
 DL0796
 DL0796.The modeled gravity was interpolated from observed gravity values.
 DL0796
 DL0796;                    North         East    Units  Estimated Accuracy
 DL0796;SPC AR S     -   442,070.      243,960.      MT  (+/- 180 meters Scaled)
 DL0796
 DL0796                          SUPERSEDED SURVEY CONTROL
 DL0796
 DL0796  NGVD 29 (??/??/92)   75.448  (m)          247.53   (f) ADJ UNCH    1 2
 DL0796
 DL0796.Superseded values are not recommended for survey control.
 DL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0796.See file dsdata.txt to determine how the superseded data were derived.
 DL0796
 DL0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS374553(NAD 83)
 DL0796_MARKER: DB = BENCH MARK DISK
 DL0796_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0796_SP_SET: 24 FT.
 DL0796_STAMPING: A 199 1960
 DL0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0796
 DL0796  HISTORY     - Date     Condition        Report By
 DL0796  HISTORY     - 1960     MONUMENTED       CGS
 DL0796  HISTORY     - 1963     GOOD             NGS
 DL0796
 DL0796                          STATION DESCRIPTION
 DL0796
 DL0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0796'4.5 MI S FROM BRADLEY.
 DL0796'ABOUT 4.5 MILES SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0796'STATION AT BRADLEY, 159 FEET EAST ACROSS THE TRACKS AND STATE HIGHWAY
 DL0796'29 FROM MILEPOST 413, 120 FEET EAST AND ACROSS THE HIGHWAY FROM THE
 DL0796'EAST RAIL, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 DL0796'SOUTH OF THE CENTER LINE OF A DIM TRAIL LEADING EAST, 1.0 FOOT EAST OF
 DL0796'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY, AND ON THE TOP
 DL0796'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET
 DL0796'AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 2 INCHES.
 DL0796
 DL0796                          STATION RECOVERY (1963)
 DL0796
 DL0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0476 ***********************************************************************
 GE0476  DESIGNATION -  A 2
 GE0476  PID         -  GE0476
 GE0476  STATE/COUNTY-  AR/LAWRENCE
 GE0476  USGS QUAD   -  IMBODEN (1981)
 GE0476
 GE0476                         *CURRENT SURVEY CONTROL
 GE0476  ___________________________________________________________________
 GE0476* NAD 83(1986)-  36 13 56.     (N)    091 14 48.     (W)     SCALED    
 GE0476* NAVD 88     -        91.432  (meters)     299.97   (feet)  ADJUSTED  
 GE0476  ___________________________________________________________________
 GE0476  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GE0476  DYNAMIC HT  -          91.356 (meters)     299.72  (feet)  COMP
 GE0476  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 GE0476
 GE0476  VERT ORDER  -  FIRST     CLASS II
 GE0476
 GE0476.The horizontal coordinates were scaled from a topographic map and have
 GE0476.an estimated accuracy of +/- 6 seconds.
 GE0476
 GE0476.The orthometric height was determined by differential leveling
 GE0476.and adjusted by the National Geodetic Survey in June 1991..
 GE0476
 GE0476.The geoid height was determined by GEOID03.
 GE0476
 GE0476.The dynamic height is computed by dividing the NAVD 88
 GE0476.geopotential number by the normal gravity value computed on the
 GE0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0476.degrees latitude (g = 980.6199 gals.).
 GE0476
 GE0476.The modeled gravity was interpolated from observed gravity values.
 GE0476
 GE0476;                    North         East    Units  Estimated Accuracy
 GE0476;SPC AR N     -   210,930.      467,720.      MT  (+/- 180 meters Scaled)
 GE0476
 GE0476                          SUPERSEDED SURVEY CONTROL
 GE0476
 GE0476  NGVD 29 (10/05/93)   91.332  (m)          299.65   (f) ADJUSTED    1 2
 GE0476
 GE0476.Superseded values are not recommended for survey control.
 GE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0476.See file dsdata.txt to determine how the superseded data were derived.
 GE0476
 GE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA575111(NAD 83)
 GE0476_MARKER: DB = BENCH MARK DISK
 GE0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0476_SP_SET: HEADWALL
 GE0476_STAMPING: A 2 1928 299.648
 GE0476_MARK LOGO: CGS   
 GE0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0476+STABILITY: SURFACE MOTION
 GE0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0476+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE0476
 GE0476  HISTORY     - Date     Condition        Report By
 GE0476  HISTORY     - 1928     MONUMENTED       CGS
 GE0476  HISTORY     - 1944     GOOD             NGS
 GE0476  HISTORY     - 19920323 GOOD             NGS
 GE0476  HISTORY     - 20021026 GOOD             USACE
 GE0476
 GE0476                          STATION DESCRIPTION
 GE0476
 GE0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0476'0.2 MI E FROM RAVENDEN.
 GE0476'0.2 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0476'THE STATION AT RAVENDEN, OPPOSITE POLE 375/14, AT A CONCRETE
 GE0476'CULVERT, IN THE TOP OF THE NORTH HEADWALL, 12.7 FEET NORTH OF THE
 GE0476'CENTERLINE OF THE MAIN TRACK, 1 FOOT EAST OF THE WEST END OF THE
 GE0476'HEADWALL, AND 2-1/2 FEET BELOW THE TOP OF THE RAIL.
 GE0476
 GE0476                          STATION RECOVERY (1944)
 GE0476
 GE0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0476'RECOVERED IN GOOD CONDITION.
 GE0476
 GE0476                          STATION RECOVERY (1992)
 GE0476
 GE0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0476'0.4 KM (0.25 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 GE0476'FROM THE JUNCTION OF U.S. HIGHWAY 63 IN RAVENDEN, IN TOP OF AND 0.3 M
 GE0476'(1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 GE0476'HEADWALL OF A CULVERT, 3.0 M (9.8 FT) NORTHWEST OF THE NEAR RAIL, AND
 GE0476'0.1 M (0.3 FT) BELOW THE LEVEL OF THE TRACK.
 GE0476
 GE0476                          STATION RECOVERY (2002)
 GE0476
 GE0476'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2988 ***********************************************************************
 AE2988  CBN         -  This is a Cooperative Base Network Control Station.
 AE2988  DESIGNATION -  A 2
 AE2988  PID         -  AE2988
 AE2988  STATE/COUNTY-  AR/PULASKI
 AE2988  USGS QUAD   -  OLMSTEAD (1988)
 AE2988
 AE2988                         *CURRENT SURVEY CONTROL
 AE2988  ___________________________________________________________________
 AE2988* NAD 83(1997)-  34 53 47.22690(N)    092 08 28.43503(W)     ADJUSTED  
 AE2988* NAVD 88     -       116.7    (meters)     383.     (feet)  GPS OBS   
 AE2988  ___________________________________________________________________
 AE2988  X           -    -195,672.262 (meters)                     COMP
 AE2988  Y           -  -5,233,424.142 (meters)                     COMP
 AE2988  Z           -   3,628,502.158 (meters)                     COMP
 AE2988  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AE2988  ELLIP HEIGHT-          89.63  (meters)          (09/21/01) GPS OBS
 AE2988  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AE2988
 AE2988  HORZ ORDER  -  B
 AE2988  ELLP ORDER  -  FOURTH    CLASS II
 AE2988
 AE2988.The horizontal coordinates were established by GPS observations
 AE2988.and adjusted by the National Geodetic Survey in September 1997..
 AE2988
 AE2988.The orthometric height was determined by GPS observations and a
 AE2988.high-resolution geoid model.
 AE2988
 AE2988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2988
 AE2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2988
 AE2988.The ellipsoidal height was determined by GPS observations
 AE2988.and is referenced to NAD 83.
 AE2988
 AE2988.The geoid height was determined by GEOID03.
 AE2988
 AE2988;                    North         East     Units Scale Factor Converg.
 AE2988;SPC AR S     -   647,331.063   387,090.570   MT  1.00003152   -0 04 44.6
 AE2988;SPC AR S     - 2,123,785.33  1,269,979.65   sFT  1.00003152   -0 04 44.6
 AE2988;UTM  15      - 3,861,896.492   578,463.620   MT  0.99967588   +0 29 28.8
 AE2988
 AE2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2988!SPC AR S     -   0.99998593  x   1.00003152  =   1.00001745
 AE2988!UTM  15      -   0.99998593  x   0.99967588  =   0.99966182
 AE2988
 AE2988                          SUPERSEDED SURVEY CONTROL
 AE2988
 AE2988  ELLIP H (09/19/97)   89.62   (m)                       GP(       ) 4 1
 AE2988
 AE2988.Superseded values are not recommended for survey control.
 AE2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2988.See file dsdata.txt to determine how the superseded data were derived.
 AE2988
 AE2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7846461896(NAD 83)
 AE2988_MARKER: DD = SURVEY DISK
 AE2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2988_STAMPING: A2 1978 DMATC/GSS
 AE2988_MARK LOGO: DMA   
 AE2988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2988+STABILITY: SURFACE MOTION
 AE2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2988+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 AE2988
 AE2988  HISTORY     - Date     Condition        Report By
 AE2988  HISTORY     - 1978     MONUMENTED       DMA
 AE2988  HISTORY     - 19970414 GOOD             NGS
 AE2988  HISTORY     - 19980901 GOOD             NRCS
 AE2988  HISTORY     - 20020624 GOOD             USACE
 AE2988
 AE2988                          STATION DESCRIPTION
 AE2988
 AE2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE2988'THE STATION IS LOCATED IN FRONT OF THE THOMAS COMMUNITY ACTIVITIES
 AE2988'CENTER (BUILDING 868) ON LITTLE ROCK AIR FORCE BASE NEAR JACKSONVILLE.
 AE2988'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 67, 167 AND
 AE2988'VANDENBERG BOULEVARD, GO WEST ON VANDENBERG BOULEVARD FOR 1.7 MI (2.7
 AE2988'KM) TO A SIDE ROAD LEFT, ARNOLD DRIVE. TURN LEFT AND GO WEST ON ARNOLD
 AE2988'DRIVE FOR 0.5 MI (0.8 KM) TO THE WEST END OF THE THOMAS COMMUNITY
 AE2988'ACTIVITIES CENTER AND THE STATION. THE STATION IS SET INTO THE TOP OF
 AE2988'A 25-CM CONCRETE POST FLUSH WITH GROUND.  LOCATED 22.9 M (75.1 FT)
 AE2988'NORTHWEST OF A FIRE HYDRANT, 8.6 M (28.2 FT) NORTH OF THE NORTH EDGE
 AE2988'OF ARNOLD DRIVE, 28.9 M (94.8 FT) WEST OF THE WEST EDGE OF THE THOMAS
 AE2988'ACTIVITIES CENTER DRIVEWAY, ABOUT 20 M (65.6 FT) WEST OF THE PARKING
 AE2988'AREA AND ABOUT 20 M (65.6 FT) SOUTH OF A SMALL STAND OF TREES.
 AE2988
 AE2988                          STATION RECOVERY (1998)
 AE2988
 AE2988'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 AE2988'RECOVERED AS DESCRIBED.
 AE2988
 AE2988                          STATION RECOVERY (2002)
 AE2988
 AE2988'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (SCC)
 AE2988'IN 1978 DMATC/GEODETIC SURVEY SQUADRON REPORTS AN ELEVATION OF 116.726
 AE2988'METERS  MSL 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0734 ***********************************************************************
 DL0734  DESIGNATION -  A 20 2 BOLT
 DL0734  PID         -  DL0734
 DL0734  STATE/COUNTY-  AR/LAFAYETTE
 DL0734  USGS QUAD   -  DODDRIDGE SE (1975)
 DL0734
 DL0734                         *CURRENT SURVEY CONTROL
 DL0734  ___________________________________________________________________
 DL0734* NAD 83(1986)-  33 06 58.     (N)    093 48 13.     (W)     SCALED    
 DL0734* NAVD 88     -        63.291  (meters)     207.65   (feet)  ADJUSTED  
 DL0734  ___________________________________________________________________
 DL0734  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL0734  DYNAMIC HT  -          63.222 (meters)     207.42  (feet)  COMP
 DL0734  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 DL0734
 DL0734  VERT ORDER  -  FIRST     CLASS II
 DL0734
 DL0734.The horizontal coordinates were scaled from a topographic map and have
 DL0734.an estimated accuracy of +/- 6 seconds.
 DL0734
 DL0734.The orthometric height was determined by differential leveling
 DL0734.and adjusted by the National Geodetic Survey in June 1991..
 DL0734
 DL0734.The geoid height was determined by GEOID03.
 DL0734
 DL0734.The dynamic height is computed by dividing the NAVD 88
 DL0734.geopotential number by the normal gravity value computed on the
 DL0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0734.degrees latitude (g = 980.6199 gals.).
 DL0734
 DL0734.The modeled gravity was interpolated from observed gravity values.
 DL0734
 DL0734;                    North         East    Units  Estimated Accuracy
 DL0734;SPC AR S     -   451,330.      231,670.      MT  (+/- 180 meters Scaled)
 DL0734
 DL0734                          SUPERSEDED SURVEY CONTROL
 DL0734
 DL0734  NGVD 29 (??/??/92)   63.35   (m)          207.8    (f) COMPUTED    1 2
 DL0734
 DL0734.Superseded values are not recommended for survey control.
 DL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0734.See file dsdata.txt to determine how the superseded data were derived.
 DL0734
 DL0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS250644(NAD 83)
 DL0734_MARKER: B = BOLT
 DL0734_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0734_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0734_STAMPING: A-20-2 1938
 DL0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0734
 DL0734  HISTORY     - Date     Condition        Report By
 DL0734  HISTORY     - 1938     MONUMENTED       USE
 DL0734  HISTORY     - 1960     GOOD             NGS
 DL0734  HISTORY     - 1963     GOOD             NGS
 DL0734
 DL0734                          STATION DESCRIPTION
 DL0734
 DL0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0734'11.4 MI W FROM BRADLEY.
 DL0734'ABOUT 11.4 MILES WEST ALONG STATE HIGHWAY 160 FROM ST. LOUIS
 DL0734'SOUTHWESTERN RAILWAY STATION AT BRADLEY, 33 FEET NORTHWEST OF THE
 DL0734'CENTER LINE OF THE HIGHWAY, AT A POINT WHERE THE HIGHWAY STARTS
 DL0734'PARALLELING THE LEVEE, 89 FEET SOUTHWEST OF SOUTHWEST CORNER OF A
 DL0734'HOUSE, 49 FEET EAST OF THE CENTER LINE OF THE LEVEE, 8 FEET WEST OF A
 DL0734'POWER POLE, 6 1/2 FEET WEST OF A NORTH-SOUTH FENCE, 3 1/2 FEET NORTH
 DL0734'OF A EAST-WEST FENCE 1.0 FEET WEST OF A METAL WITNESS POST, AND IN THE
 DL0734'TOP OF A STONE ABOUT 3 FEET UNDER THE GROUND, ACCESS TO WHICH IS HAD
 DL0734'THROUGH AN IRON PIPE BEARING A CORPS. OF ENGINEERS STANDARD CAP
 DL0734'STAMPED A-20-2 1938, PIPE PROJECTS 14 INCHES.
 DL0734
 DL0734                          STATION RECOVERY (1963)
 DL0734
 DL0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0735 ***********************************************************************
 DL0735  DESIGNATION -  A 20 2 CAP
 DL0735  PID         -  DL0735
 DL0735  STATE/COUNTY-  AR/LAFAYETTE
 DL0735  USGS QUAD   -  DODDRIDGE SE (1975)
 DL0735
 DL0735                         *CURRENT SURVEY CONTROL
 DL0735  ___________________________________________________________________
 DL0735* NAD 83(1986)-  33 06 58.     (N)    093 48 13.     (W)     SCALED    
 DL0735* NAVD 88     -        64.533  (meters)     211.72   (feet)  ADJUSTED  
 DL0735  ___________________________________________________________________
 DL0735  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL0735  DYNAMIC HT  -          64.463 (meters)     211.49  (feet)  COMP
 DL0735  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 DL0735
 DL0735  VERT ORDER  -  FIRST     CLASS II
 DL0735
 DL0735.The horizontal coordinates were scaled from a topographic map and have
 DL0735.an estimated accuracy of +/- 6 seconds.
 DL0735
 DL0735.The orthometric height was determined by differential leveling
 DL0735.and adjusted by the National Geodetic Survey in June 1991..
 DL0735
 DL0735.The geoid height was determined by GEOID03.
 DL0735
 DL0735.The dynamic height is computed by dividing the NAVD 88
 DL0735.geopotential number by the normal gravity value computed on the
 DL0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0735.degrees latitude (g = 980.6199 gals.).
 DL0735
 DL0735.The modeled gravity was interpolated from observed gravity values.
 DL0735
 DL0735;                    North         East    Units  Estimated Accuracy
 DL0735;SPC AR S     -   451,330.      231,670.      MT  (+/- 180 meters Scaled)
 DL0735
 DL0735                          SUPERSEDED SURVEY CONTROL
 DL0735
 DL0735  NGVD 29 (??/??/92)   64.60   (m)          211.9    (f) COMPUTED    1 2
 DL0735
 DL0735.Superseded values are not recommended for survey control.
 DL0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0735.See file dsdata.txt to determine how the superseded data were derived.
 DL0735
 DL0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS250644(NAD 83)
 DL0735_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0735_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0735_STAMPING: A 20-2 1938
 DL0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0735
 DL0735  HISTORY     - Date     Condition        Report By
 DL0735  HISTORY     - 1938     MONUMENTED       USE
 DL0735  HISTORY     - 1963     GOOD             NGS
 DL0735
 DL0735                          STATION DESCRIPTION
 DL0735
 DL0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0735'11.4 MI W FROM BRADLEY.
 DL0735'ABOUT 11.4 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST LOUIS
 DL0735'SOUTHWESTERN RAILWAY STATION AT BRADLEY, AT A POINT WHERE THE HIGHWAY
 DL0735'STARTS PARALLELING THE LEVEE, 33 FEET NW OF THE CENTER LINE OF THE
 DL0735'HIGHWAY, 49 FEET EAST OF THE CENTER LINE OF THE LEVEE, 89.0 FEET SW OF
 DL0735'THE SW CORNER OF A HOUSE, 8 FEET WEST OF A POWER POLE, 6 1/2 FEET WEST
 DL0735'OF A FENCE LEADING NORTH, 3 1/2 FEET NORTH OF AN EAST-WEST FENCE, 1.0
 DL0735'FOOT WEST OF A METAL WITNESS POST, AND ON THE TOP OF AN IRON PIPE
 DL0735'PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0744 ***********************************************************************
 DL0744  DESIGNATION -  A 20 5 BOLT
 DL0744  PID         -  DL0744
 DL0744  STATE/COUNTY-  AR/LAFAYETTE
 DL0744  USGS QUAD   -  DODDRIDGE SE (1975)
 DL0744
 DL0744                         *CURRENT SURVEY CONTROL
 DL0744  ___________________________________________________________________
 DL0744* NAD 83(1986)-  33 03 46.     (N)    093 49 01.     (W)     SCALED    
 DL0744* NAVD 88     -        61.23   (+/-2cm)     200.9    (feet)  VERTCON   
 DL0744  ___________________________________________________________________
 DL0744  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0744
 DL0744  VERT ORDER  -  ? (See Below)
 DL0744
 DL0744.The horizontal coordinates were scaled from a topographic map and have
 DL0744.an estimated accuracy of +/- 6 seconds.
 DL0744
 DL0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0744.The vertical order pertains to the NGVD 29 superseded value.
 DL0744
 DL0744.The geoid height was determined by GEOID03.
 DL0744
 DL0744;                    North         East    Units  Estimated Accuracy
 DL0744;SPC AR S     -   445,440.      230,320.      MT  (+/- 180 meters Scaled)
 DL0744
 DL0744                          SUPERSEDED SURVEY CONTROL
 DL0744
 DL0744  NGVD 29 (??/??/92)   61.278  (m)          201.04   (f) ADJ UNCH    ?  
 DL0744
 DL0744.Superseded values are not recommended for survey control.
 DL0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0744.See file dsdata.txt to determine how the superseded data were derived.
 DL0744
 DL0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS237585(NAD 83)
 DL0744_MARKER: B = BOLT
 DL0744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0744_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0744
 DL0744  HISTORY     - Date     Condition        Report By
 DL0744  HISTORY     - UNK      MONUMENTED       USE
 DL0744  HISTORY     - 1935     GOOD             NGS
 DL0744
 DL0744                          STATION DESCRIPTION
 DL0744
 DL0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0744'6 MI N FROM WARDVIEW.
 DL0744'IN LAFAYETTE COUNTY, ARKANSAS, ABOUT 6 MILES NORTH ALONG A LEVEE FROM
 DL0744'WARDVIEW, BOSSIER PARISH, LOUISIANA, ABOUT 2 1/2 MILES NORTH OF THE
 DL0744'ARKANSAS-LOUISIANA STATE LINE, ON THE LEFT BANK OF RED RIVER, 1,108
 DL0744'FEET SOUTH OF PBM BANKS, ABOUT 600 FEET SW OF A TENANT HOUSE ON THE WH
 DL0744'BANKS PROPERTY, ABOUT 400 FEET NW OF THE HENRY SUMPTER (TENANT) HOUSE,
 DL0744'AND 20 FEET EAST OF THE CENTER LINE OF THE LEVEE.  A COPPER BOLT, SET
 DL0744'IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 DL0744'HAD THROUGH AN IRON PIPE BEARING A C OF E, US ARMY, CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0114 ***********************************************************************
 FH0114  DESIGNATION -  A 20 RESET
 FH0114  PID         -  FH0114
 FH0114  STATE/COUNTY-  AR/SEBASTIAN
 FH0114  USGS QUAD   -  FORT SMITH (1987)
 FH0114
 FH0114                         *CURRENT SURVEY CONTROL
 FH0114  ___________________________________________________________________
 FH0114* NAD 83(1986)-  35 23 10.     (N)    094 25 38.     (W)     SCALED    
 FH0114* NAVD 88     -       137.868  (meters)     452.32   (feet)  ADJUSTED  
 FH0114  ___________________________________________________________________
 FH0114  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FH0114  DYNAMIC HT  -         137.738 (meters)     451.90  (feet)  COMP
 FH0114  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FH0114
 FH0114  VERT ORDER  -  FIRST     CLASS II
 FH0114
 FH0114.The horizontal coordinates were scaled from a topographic map and have
 FH0114.an estimated accuracy of +/- 6 seconds.
 FH0114
 FH0114.The orthometric height was determined by differential leveling
 FH0114.and adjusted by the National Geodetic Survey in June 1991..
 FH0114
 FH0114.The geoid height was determined by GEOID03.
 FH0114
 FH0114.The dynamic height is computed by dividing the NAVD 88
 FH0114.geopotential number by the normal gravity value computed on the
 FH0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0114.degrees latitude (g = 980.6199 gals.).
 FH0114
 FH0114.The modeled gravity was interpolated from observed gravity values.
 FH0114
 FH0114;                    North         East    Units  Estimated Accuracy
 FH0114;SPC AR N     -   119,510.      179,500.      MT  (+/- 180 meters Scaled)
 FH0114
 FH0114                          SUPERSEDED SURVEY CONTROL
 FH0114
 FH0114  NGVD 29 (??/??/??)  137.79   (m)          452.1    (f) RESET       3  
 FH0114
 FH0114.Superseded values are not recommended for survey control.
 FH0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0114.See file dsdata.txt to determine how the superseded data were derived.
 FH0114
 FH0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV703167(NAD 83)
 FH0114_MARKER: DB = BENCH MARK DISK
 FH0114_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0114+WITH SETTING: PAVEMENT
 FH0114_SP_SET: LOADING DOCK
 FH0114_STAMPING: A 20 RESET 1937
 FH0114_MARK LOGO: CGS   
 FH0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0114+STABILITY: SURFACE MOTION
 FH0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0114+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 FH0114
 FH0114  HISTORY     - Date     Condition        Report By
 FH0114  HISTORY     - 1937     MONUMENTED       CGS
 FH0114  HISTORY     - 1959     GOOD             NGS
 FH0114  HISTORY     - 1984     GOOD             NGS
 FH0114  HISTORY     - 1989     GOOD             USPSQD
 FH0114  HISTORY     - 19891101 GOOD             NGS
 FH0114
 FH0114                          STATION DESCRIPTION
 FH0114
 FH0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0114'AT FORT SMITH.
 FH0114'AT FORT SMITH, SEBASTIAN COUNTY, AT THE NORTH END AND IN THE
 FH0114'REAR OF THE NEW POST OFFICE BUILDING, IN THE LOADING PLATFORM,
 FH0114'AND 1 FOOT OUT FROM THE WALL.  A STANDARD DISK, STAMPED A 20
 FH0114'RESET 1937.  NOTE-- WITH AN ADDITION TO THE LOADING PLATFORM
 FH0114'AT THE REAR OF THE FORT SMITH POST OFFICE, THE MARK IS NOW ABOUT
 FH0114'THE MIDDLE OF THE PLATFORM AND 1 FT FROM THE WALL.  BELOW THE
 FH0114'S EDGE OF THE THIRD WINDOW N OF THE DOORS.
 FH0114
 FH0114                          STATION RECOVERY (1984)
 FH0114
 FH0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0114'RECOVERED IN GOOD CONDITION.  IN FORT SMITH AT THE MAIN POST OFFICE, A
 FH0114'DISK SET AT THE CENTER OF THE LOADING DOCK.  THE OLD DESCRIPTION IS
 FH0114'ADEQUATE EXCEPT THAT THE POST OFFICE HAS BEEN ADDED ONTO.  THE DISK IS
 FH0114'ON THE NORTHWEST SIDE OF THE BUILDING, 0.30 METER (1.0 FT) NORTHWEST
 FH0114'OF THE NORTHWEST WALL OF THE POST OFFICE.
 FH0114'THE MARK IS 0.91 M ABOVE THE GROUND.
 FH0114
 FH0114                          STATION RECOVERY (1989)
 FH0114
 FH0114'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0114'RECOVERED IN GOOD CONDITION.
 FH0114
 FH0114                          STATION RECOVERY (1989)
 FH0114
 FH0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0140 ***********************************************************************
 DL0140  DESIGNATION -  A 200
 DL0140  PID         -  DL0140
 DL0140  STATE/COUNTY-  AR/UNION
 DL0140  USGS QUAD   -  HUTTIG (1981)
 DL0140
 DL0140                         *CURRENT SURVEY CONTROL
 DL0140  ___________________________________________________________________
 DL0140* NAD 83(1986)-  33 03 52.     (N)    092 10 13.     (W)     SCALED    
 DL0140* NAVD 88     -        24.971  (meters)      81.93   (feet)  ADJUSTED  
 DL0140  ___________________________________________________________________
 DL0140  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0140  DYNAMIC HT  -          24.945 (meters)      81.84  (feet)  COMP
 DL0140  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DL0140
 DL0140  VERT ORDER  -  FIRST     CLASS II
 DL0140
 DL0140.The horizontal coordinates were scaled from a topographic map and have
 DL0140.an estimated accuracy of +/- 6 seconds.
 DL0140
 DL0140.The orthometric height was determined by differential leveling
 DL0140.and adjusted by the National Geodetic Survey in June 1991..
 DL0140
 DL0140.The geoid height was determined by GEOID03.
 DL0140
 DL0140.The dynamic height is computed by dividing the NAVD 88
 DL0140.geopotential number by the normal gravity value computed on the
 DL0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0140.degrees latitude (g = 980.6199 gals.).
 DL0140
 DL0140.The modeled gravity was interpolated from observed gravity values.
 DL0140
 DL0140;                    North         East    Units  Estimated Accuracy
 DL0140;SPC AR S     -   444,130.      384,100.      MT  (+/- 180 meters Scaled)
 DL0140
 DL0140                          SUPERSEDED SURVEY CONTROL
 DL0140
 DL0140  NGVD 29 (??/??/92)   25.026  (m)           82.11   (f) ADJ UNCH    1 2
 DL0140
 DL0140.Superseded values are not recommended for survey control.
 DL0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0140.See file dsdata.txt to determine how the superseded data were derived.
 DL0140
 DL0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS774587(NAD 83)
 DL0140_MARKER: DB = BENCH MARK DISK
 DL0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0140_STAMPING: A 200 1960
 DL0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0140+STABILITY: SURFACE MOTION
 DL0140
 DL0140  HISTORY     - Date     Condition        Report By
 DL0140  HISTORY     - 1960     MONUMENTED       CGS
 DL0140  HISTORY     - 1964     GOOD             NGS
 DL0140
 DL0140                          STATION DESCRIPTION
 DL0140
 DL0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0140'0.85 MI W FROM FELSENTHAL.
 DL0140'0.85 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0140'FELSENTHAL, IN SECTION 18, T 19 S, R 10 W, 109 FEET NORTH OF THE
 DL0140'CENTER LINE OF THE ROAD, 0.05 MILE WEST OF A RAILROAD CROSSING, 52
 DL0140'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC RAILROAD,
 DL0140'18 FEET EAST OF A 12-INCH OAK TREE, 4 1/2 FEET SOUTHWEST OF A FENCE,
 DL0140'1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL
 DL0140'OF THE TRACK, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 DL0140'POST PROJECTING 7 INCHES.
 DL0140
 DL0140                          STATION RECOVERY (1964)
 DL0140
 DL0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0240 ***********************************************************************
 DL0240  DESIGNATION -  A 201
 DL0240  PID         -  DL0240
 DL0240  STATE/COUNTY-  AR/UNION
 DL0240  USGS QUAD   -  CALION (1978)
 DL0240
 DL0240                         *CURRENT SURVEY CONTROL
 DL0240  ___________________________________________________________________
 DL0240* NAD 83(1986)-  33 19 30.     (N)    092 31 37.     (W)     SCALED    
 DL0240* NAVD 88     -        31.618  (meters)     103.73   (feet)  ADJUSTED  
 DL0240  ___________________________________________________________________
 DL0240  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0240  DYNAMIC HT  -          31.584 (meters)     103.62  (feet)  COMP
 DL0240  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DL0240
 DL0240  VERT ORDER  -  FIRST     CLASS II
 DL0240
 DL0240.The horizontal coordinates were scaled from a topographic map and have
 DL0240.an estimated accuracy of +/- 6 seconds.
 DL0240
 DL0240.The orthometric height was determined by differential leveling
 DL0240.and adjusted by the National Geodetic Survey in June 1991..
 DL0240
 DL0240.The geoid height was determined by GEOID03.
 DL0240
 DL0240.The dynamic height is computed by dividing the NAVD 88
 DL0240.geopotential number by the normal gravity value computed on the
 DL0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0240.degrees latitude (g = 980.6199 gals.).
 DL0240
 DL0240.The modeled gravity was interpolated from observed gravity values.
 DL0240
 DL0240;                    North         East    Units  Estimated Accuracy
 DL0240;SPC AR S     -   473,150.      350,940.      MT  (+/- 180 meters Scaled)
 DL0240
 DL0240                          SUPERSEDED SURVEY CONTROL
 DL0240
 DL0240  NGVD 29 (??/??/92)   31.658  (m)          103.86   (f) ADJ UNCH    1 2
 DL0240
 DL0240.Superseded values are not recommended for survey control.
 DL0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0240.See file dsdata.txt to determine how the superseded data were derived.
 DL0240
 DL0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS440874(NAD 83)
 DL0240_MARKER: DB = BENCH MARK DISK
 DL0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0240_SP_SET: RETAINING WALL
 DL0240_STAMPING: A 201 1960
 DL0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0240
 DL0240  HISTORY     - Date     Condition        Report By
 DL0240  HISTORY     - 1960     MONUMENTED       CGS
 DL0240  HISTORY     - 1964     GOOD             NGS
 DL0240
 DL0240                          STATION DESCRIPTION
 DL0240
 DL0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0240'1.25 MI SE FROM CALION.
 DL0240'ABOUT 1.25 MILES SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 DL0240'POST OFFICE AT CALION, IN SECTION 14, T 16 S, R 14 W, 39 FEET EAST OF
 DL0240'THE CENTER LINE OF THE ROAD, AT THE POWER HOUSE ON THE EAST SIDE OF
 DL0240'CALION LAKE, IN THE TOP OF A CONCRETE RETAINING WALL WHICH FORMS A
 DL0240'WALK AROUND THE SOUTH SIDE OF A FLOODGATE, 2.8 FEET NORTHEAST OF THE
 DL0240'NORTHWEST CORNER OF THE POWER HOUSE, AND ABOUT 1 FOOT BELOW THE LEVEL
 DL0240'OF THE ROAD.
 DL0240
 DL0240                          STATION RECOVERY (1964)
 DL0240
 DL0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0533 ***********************************************************************
 DL0533  DESIGNATION -  A 202
 DL0533  PID         -  DL0533
 DL0533  STATE/COUNTY-  AR/COLUMBIA
 DL0533  USGS QUAD   -  MAGNOLIA (1968)
 DL0533
 DL0533                         *CURRENT SURVEY CONTROL
 DL0533  ___________________________________________________________________
 DL0533* NAD 83(1986)-  33 20 53.     (N)    093 12 03.     (W)     SCALED    
 DL0533* NAVD 88     -       107.523  (meters)     352.76   (feet)  ADJUSTED  
 DL0533  ___________________________________________________________________
 DL0533  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0533  DYNAMIC HT  -         107.409 (meters)     352.39  (feet)  COMP
 DL0533  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 DL0533
 DL0533  VERT ORDER  -  FIRST     CLASS II
 DL0533
 DL0533.The horizontal coordinates were scaled from a topographic map and have
 DL0533.an estimated accuracy of +/- 6 seconds.
 DL0533
 DL0533.The orthometric height was determined by differential leveling
 DL0533.and adjusted by the National Geodetic Survey in June 1991..
 DL0533
 DL0533.The geoid height was determined by GEOID03.
 DL0533
 DL0533.The dynamic height is computed by dividing the NAVD 88
 DL0533.geopotential number by the normal gravity value computed on the
 DL0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0533.degrees latitude (g = 980.6199 gals.).
 DL0533
 DL0533.The modeled gravity was interpolated from observed gravity values.
 DL0533
 DL0533;                    North         East    Units  Estimated Accuracy
 DL0533;SPC AR S     -   476,230.      288,230.      MT  (+/- 180 meters Scaled)
 DL0533
 DL0533                          SUPERSEDED SURVEY CONTROL
 DL0533
 DL0533  NGVD 29 (??/??/92)  107.549  (m)          352.85   (f) ADJ UNCH    1 2
 DL0533
 DL0533.Superseded values are not recommended for survey control.
 DL0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0533.See file dsdata.txt to determine how the superseded data were derived.
 DL0533
 DL0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS813898(NAD 83)
 DL0533_MARKER: DB = BENCH MARK DISK
 DL0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0533_SP_SET: CROSS BEAM
 DL0533_STAMPING: A 202 1960
 DL0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0533
 DL0533  HISTORY     - Date     Condition        Report By
 DL0533  HISTORY     - 1960     MONUMENTED       CGS
 DL0533
 DL0533                          STATION DESCRIPTION
 DL0533
 DL0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0533'0.55 MI E FROM MCNEIL.
 DL0533'ABOUT 0.55 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0533'STATION AT MCNEIL, IN SECTION 18, T 16 S, R 20 W, AT THE U.S. HIGHWAY
 DL0533'79 OVERPASS, 0.45 MILE WEST OF MILEPOST 367, SET IN THE TOP OF THE
 DL0533'WEST END OF A CONCRETE CROSS BEAM OF THE OVERPASS, 10 FEET NORTH OF
 DL0533'THE NORTH RAIL OF THE MAIN TRACK, 2 FEET EAST OF A CONCRETE PILE OR
 DL0533'PILLAR, 138 FEET SOUTH OF MCNEIL 1950 AZIMUTH MARK, ABOUT 5 FEET ABOVE
 DL0533'THE GROUND, AND 4 FEET ABOVE THE TOP OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0760 ***********************************************************************
 DL0760  DESIGNATION -  A 203
 DL0760  PID         -  DL0760
 DL0760  STATE/COUNTY-  AR/LAFAYETTE
 DL0760  USGS QUAD   -  LEWISVILLE (1978)
 DL0760
 DL0760                         *CURRENT SURVEY CONTROL
 DL0760  ___________________________________________________________________
 DL0760* NAD 83(1986)-  33 21 56.     (N)    093 34 02.     (W)     SCALED    
 DL0760* NAVD 88     -       102.243  (meters)     335.44   (feet)  ADJUSTED  
 DL0760  ___________________________________________________________________
 DL0760  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL0760  DYNAMIC HT  -         102.134 (meters)     335.08  (feet)  COMP
 DL0760  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DL0760
 DL0760  VERT ORDER  -  FIRST     CLASS II
 DL0760
 DL0760.The horizontal coordinates were scaled from a topographic map and have
 DL0760.an estimated accuracy of +/- 6 seconds.
 DL0760
 DL0760.The orthometric height was determined by differential leveling
 DL0760.and adjusted by the National Geodetic Survey in June 1991..
 DL0760
 DL0760.The geoid height was determined by GEOID03.
 DL0760
 DL0760.The dynamic height is computed by dividing the NAVD 88
 DL0760.geopotential number by the normal gravity value computed on the
 DL0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0760.degrees latitude (g = 980.6199 gals.).
 DL0760
 DL0760.The modeled gravity was interpolated from observed gravity values.
 DL0760
 DL0760;                    North         East    Units  Estimated Accuracy
 DL0760;SPC AR S     -   478,630.      254,150.      MT  (+/- 180 meters Scaled)
 DL0760
 DL0760                          SUPERSEDED SURVEY CONTROL
 DL0760
 DL0760  NGVD 29 (??/??/92)  102.284  (m)          335.58   (f) ADJ UNCH    1 2
 DL0760
 DL0760.Superseded values are not recommended for survey control.
 DL0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0760.See file dsdata.txt to determine how the superseded data were derived.
 DL0760
 DL0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS472919(NAD 83)
 DL0760_MARKER: DB = BENCH MARK DISK
 DL0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0760_STAMPING: A 203 1960
 DL0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0760+STABILITY: SURFACE MOTION
 DL0760
 DL0760  HISTORY     - Date     Condition        Report By
 DL0760  HISTORY     - 1960     MONUMENTED       CGS
 DL0760  HISTORY     - 1963     GOOD             NGS
 DL0760
 DL0760                          STATION DESCRIPTION
 DL0760
 DL0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0760'1.5 MI NE FROM LEWISVILLE.
 DL0760'ABOUT 0.35 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0760'STATION AT LEWISVILLE, THENCE 0.7 MILE NORTH-NORTHWEST ALONG THE
 DL0760'MERIWETHER GRAVEL COMPANY RAILROAD, THENCE 0.2 MILE NORTHEAST ALONG A
 DL0760'DIRT ROAD TO A TILE HANGAR, THENCE 0.25 MILE EAST ALONG A RUNWAY, 77
 DL0760'FEET SOUTH OF THE CENTER LINE OF A EAST-WEST RUNWAY, 89 FEET WEST OF
 DL0760'THE CENTER LINE OF A NORTH-SOUTH RUNWAY, 135 FEET SOUTHWEST OF THE
 DL0760'CENTER OF THE INTERSECTION OF TWO RUNWAYS, 40 FEET SOUTHWEST OF THE
 DL0760'CENTER ONE OF 3 GAS LIGHTS IN A 45 DEGREE TURN ALONG THE RUNWAY, ABOUT
 DL0760'LEVEL WITH THE RUNWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 DL0760'INCHES.
 DL0760
 DL0760                          STATION RECOVERY (1963)
 DL0760
 DL0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0338 ***********************************************************************
 DL0338  DESIGNATION -  A 204
 DL0338  PID         -  DL0338
 DL0338  STATE/COUNTY-  AR/OUACHITA
 DL0338  USGS QUAD   -  CAMDEN SW (1985)
 DL0338
 DL0338                         *CURRENT SURVEY CONTROL
 DL0338  ___________________________________________________________________
 DL0338* NAD 83(1986)-  33 31 30.     (N)    092 53 38.     (W)     SCALED    
 DL0338* NAVD 88     -        44.662  (meters)     146.53   (feet)  ADJUSTED  
 DL0338  ___________________________________________________________________
 DL0338  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL0338  DYNAMIC HT  -          44.615 (meters)     146.37  (feet)  COMP
 DL0338  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 DL0338
 DL0338  VERT ORDER  -  FIRST     CLASS II
 DL0338
 DL0338.The horizontal coordinates were scaled from a topographic map and have
 DL0338.an estimated accuracy of +/- 6 seconds.
 DL0338
 DL0338.The orthometric height was determined by differential leveling
 DL0338.and adjusted by the National Geodetic Survey in June 1991..
 DL0338
 DL0338.The geoid height was determined by GEOID03.
 DL0338
 DL0338.The dynamic height is computed by dividing the NAVD 88
 DL0338.geopotential number by the normal gravity value computed on the
 DL0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0338.degrees latitude (g = 980.6199 gals.).
 DL0338
 DL0338.The modeled gravity was interpolated from observed gravity values.
 DL0338
 DL0338;                    North         East    Units  Estimated Accuracy
 DL0338;SPC AR S     -   495,560.      316,970.      MT  (+/- 180 meters Scaled)
 DL0338
 DL0338                          SUPERSEDED SURVEY CONTROL
 DL0338
 DL0338  NGVD 29 (??/??/92)   44.69   (m)          146.6    (f) COMPUTED    1 2
 DL0338
 DL0338.Superseded values are not recommended for survey control.
 DL0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0338.See file dsdata.txt to determine how the superseded data were derived.
 DL0338
 DL0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT098094(NAD 83)
 DL0338_MARKER: DB = BENCH MARK DISK
 DL0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0338_STAMPING: A 204 1960
 DL0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0338+STABILITY: SURFACE MOTION
 DL0338
 DL0338  HISTORY     - Date     Condition        Report By
 DL0338  HISTORY     - 1960     MONUMENTED       CGS
 DL0338  HISTORY     - 1964     GOOD             NGS
 DL0338  HISTORY     - 20040804 MARK NOT FOUND   ARHD
 DL0338
 DL0338                          STATION DESCRIPTION
 DL0338
 DL0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0338'5.75 MI SW FROM CAMDEN.
 DL0338'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0338'STATION AT CAMDEN, THENCE 4.95 MILES SOUTHWEST ALONG THE ST. LOUIS
 DL0338'SOUTHWESTERN RAILWAY, IN SECTION 7, T 14 S, R 17 W, 10 POLES OR 0.35
 DL0338'MILE SOUTHWEST OF MILEPOST 344, 29 FEET NORTHWEST OF THE NORTHWEST
 DL0338'RAIL, 48 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 11 FEET
 DL0338'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 DL0338'53 FEET SOUTHEAST OF A 32-INCH LIVE OAK TREE, 1.5 FEET NORTHEAST OF A
 DL0338'METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE TRACKS, AND IN THE TOP
 DL0338'OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0338
 DL0338                          STATION RECOVERY (1964)
 DL0338
 DL0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0338'RECOVERED IN GOOD CONDITION.
 DL0338
 DL0338                          STATION RECOVERY (2004)
 DL0338
 DL0338'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 DL0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0655 ***********************************************************************
 DL0655  DESIGNATION -  A 205
 DL0655  PID         -  DL0655
 DL0655  STATE/COUNTY-  AR/COLUMBIA
 DL0655  USGS QUAD   -  CALHOUN (1966)
 DL0655
 DL0655                         *CURRENT SURVEY CONTROL
 DL0655  ___________________________________________________________________
 DL0655* NAD 83(1986)-  33 09 18.     (N)    093 12 32.     (W)     SCALED    
 DL0655* NAVD 88     -        73.916  (meters)     242.51   (feet)  ADJUSTED  
 DL0655  ___________________________________________________________________
 DL0655  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DL0655  DYNAMIC HT  -          73.835 (meters)     242.24  (feet)  COMP
 DL0655  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 DL0655
 DL0655  VERT ORDER  -  SECOND    CLASS 0
 DL0655
 DL0655.The horizontal coordinates were scaled from a topographic map and have
 DL0655.an estimated accuracy of +/- 6 seconds.
 DL0655
 DL0655.The orthometric height was determined by differential leveling
 DL0655.and adjusted by the National Geodetic Survey in June 1991..
 DL0655
 DL0655.The geoid height was determined by GEOID03.
 DL0655
 DL0655.The dynamic height is computed by dividing the NAVD 88
 DL0655.geopotential number by the normal gravity value computed on the
 DL0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0655.degrees latitude (g = 980.6199 gals.).
 DL0655
 DL0655.The modeled gravity was interpolated from observed gravity values.
 DL0655
 DL0655;                    North         East    Units  Estimated Accuracy
 DL0655;SPC AR S     -   454,830.      287,220.      MT  (+/- 180 meters Scaled)
 DL0655
 DL0655                          SUPERSEDED SURVEY CONTROL
 DL0655
 DL0655  NGVD 29 (??/??/92)   73.972  (m)          242.69   (f) ADJ UNCH    2 0
 DL0655
 DL0655.Superseded values are not recommended for survey control.
 DL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0655.See file dsdata.txt to determine how the superseded data were derived.
 DL0655
 DL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS805684(NAD 83)
 DL0655_MARKER: DB = BENCH MARK DISK
 DL0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0655_STAMPING: A 205 1960
 DL0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0655+STABILITY: SURFACE MOTION
 DL0655
 DL0655  HISTORY     - Date     Condition        Report By
 DL0655  HISTORY     - 1960     MONUMENTED       CGS
 DL0655  HISTORY     - 1963     GOOD             NGS
 DL0655
 DL0655                          STATION DESCRIPTION
 DL0655
 DL0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0655'4.05 MI N FROM EMERSON.
 DL0655'ABOUT 4.05 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0655'FROM THE STATION AT EMERSON, IN THE SOUTHWEST 1/4 OF SECTION 20, T 18
 DL0655'S, R 20 W, 77 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 47 FEET
 DL0655'SOUTH-SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 94 FEET
 DL0655'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A LONG TRESTLE, 79 1/2 FEET
 DL0655'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 45 FEET WEST OF A
 DL0655'TELEPHONE POLE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 1/2
 DL0655'FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 DL0655'INCHES.
 DL0655
 DL0655                          STATION RECOVERY (1963)
 DL0655
 DL0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1347 ***********************************************************************
 FF1347  DESIGNATION -  A 206
 FF1347  PID         -  FF1347
 FF1347  STATE/COUNTY-  AR/WHITE
 FF1347  USGS QUAD   -  VELVET RIDGE (1965)
 FF1347
 FF1347                         *CURRENT SURVEY CONTROL
 FF1347  ___________________________________________________________________
 FF1347* NAD 83(1986)-  35 24 30.     (N)    091 34 26.     (W)     SCALED    
 FF1347* NAVD 88     -       194.619  (meters)     638.51   (feet)  ADJUSTED  
 FF1347  ___________________________________________________________________
 FF1347  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1347  DYNAMIC HT  -         194.444 (meters)     637.94  (feet)  COMP
 FF1347  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 FF1347
 FF1347  VERT ORDER  -  SECOND    CLASS 0
 FF1347
 FF1347.The horizontal coordinates were scaled from a topographic map and have
 FF1347.an estimated accuracy of +/- 6 seconds.
 FF1347
 FF1347.The orthometric height was determined by differential leveling
 FF1347.and adjusted by the National Geodetic Survey in June 1991..
 FF1347
 FF1347.The geoid height was determined by GEOID03.
 FF1347
 FF1347.The dynamic height is computed by dividing the NAVD 88
 FF1347.geopotential number by the normal gravity value computed on the
 FF1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1347.degrees latitude (g = 980.6199 gals.).
 FF1347
 FF1347.The modeled gravity was interpolated from observed gravity values.
 FF1347
 FF1347;                    North         East    Units  Estimated Accuracy
 FF1347;SPC AR N     -   119,350.      438,700.      MT  (+/- 180 meters Scaled)
 FF1347
 FF1347                          SUPERSEDED SURVEY CONTROL
 FF1347
 FF1347  NGVD 29 (??/??/??)  194.564  (m)          638.33   (f) ADJUSTED    2 0
 FF1347
 FF1347.Superseded values are not recommended for survey control.
 FF1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1347.See file dsdata.txt to determine how the superseded data were derived.
 FF1347
 FF1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV294192(NAD 83)
 FF1347_MARKER: DB = BENCH MARK DISK
 FF1347_SETTING: 80 = SET IN A BOULDER
 FF1347_SP_SET: BOULDER
 FF1347_STAMPING: A 206 1962
 FF1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1347+STABILITY: SURFACE MOTION
 FF1347
 FF1347  HISTORY     - Date     Condition        Report By
 FF1347  HISTORY     - 1962     MONUMENTED       CGS
 FF1347  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1347
 FF1347                          STATION DESCRIPTION
 FF1347
 FF1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1347'7.9 MI N FROM BALD KNOB.
 FF1347'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1347'STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY TO
 FF1347'THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, THENCE 6.95 MILES
 FF1347'NORTH ALONG U.S. HIGHWAY 167, 44 FEET EAST OF THE CENTERLINE OF THE
 FF1347'HIGHWAY, 2.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 FF1347'BELOW THE LEVEL OF THE HIGHWAY, SET IN A DRILL HOLE IN A BOULDER.
 FF1347
 FF1347                          STATION RECOVERY (2003)
 FF1347
 FF1347'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0255 ***********************************************************************
 FG0255  DESIGNATION -  A 207
 FG0255  PID         -  FG0255
 FG0255  STATE/COUNTY-  AR/FAULKNER
 FG0255  USGS QUAD   -  ROSE BUD (1994)
 FG0255
 FG0255                         *CURRENT SURVEY CONTROL
 FG0255  ___________________________________________________________________
 FG0255* NAD 83(1986)-  35 21 18.     (N)    092 07 15.     (W)     SCALED    
 FG0255* NAVD 88     -       227.260  (meters)     745.60   (feet)  ADJUSTED  
 FG0255  ___________________________________________________________________
 FG0255  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FG0255  DYNAMIC HT  -         227.050 (meters)     744.91  (feet)  COMP
 FG0255  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 FG0255
 FG0255  VERT ORDER  -  SECOND    CLASS 0
 FG0255
 FG0255.The horizontal coordinates were scaled from a topographic map and have
 FG0255.an estimated accuracy of +/- 6 seconds.
 FG0255
 FG0255.The orthometric height was determined by differential leveling
 FG0255.and adjusted by the National Geodetic Survey in June 1991..
 FG0255
 FG0255.The geoid height was determined by GEOID03.
 FG0255
 FG0255.The dynamic height is computed by dividing the NAVD 88
 FG0255.geopotential number by the normal gravity value computed on the
 FG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0255.degrees latitude (g = 980.6199 gals.).
 FG0255
 FG0255.The modeled gravity was interpolated from observed gravity values.
 FG0255
 FG0255;                    North         East    Units  Estimated Accuracy
 FG0255;SPC AR N     -   113,350.      389,020.      MT  (+/- 180 meters Scaled)
 FG0255
 FG0255                          SUPERSEDED SURVEY CONTROL
 FG0255
 FG0255  NGVD 29 (??/??/92)  227.216  (m)          745.46   (f) ADJ UNCH    2 0
 FG0255
 FG0255.Superseded values are not recommended for survey control.
 FG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0255.See file dsdata.txt to determine how the superseded data were derived.
 FG0255
 FG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV798127(NAD 83)
 FG0255_MARKER: DB = BENCH MARK DISK
 FG0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0255_SP_SET: BRIDGE
 FG0255_STAMPING: A 207 1962
 FG0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0255
 FG0255  HISTORY     - Date     Condition        Report By
 FG0255  HISTORY     - 1962     MONUMENTED       CGS
 FG0255  HISTORY     - 1967     GOOD             NGS
 FG0255
 FG0255                          STATION DESCRIPTION
 FG0255
 FG0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0255'2.95 MI W FROM ROSE BUD.
 FG0255'IT IS 1.0 MILE WEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN
 FG0255'ROSE BUD, THENCE 1.95 MILES WEST ALONG STATE HIGHWAY 124, 19 FEET
 FG0255'NORTH OF THE CENTER OF THE HIGHWAY, 1.5 FEET WEST OF THE EAST END OF
 FG0255'THE NORTH HEADWALL AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 FG0255'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0153 ***********************************************************************
 FG0153  DESIGNATION -  A 208
 FG0153  PID         -  FG0153
 FG0153  STATE/COUNTY-  AR/WHITE
 FG0153  USGS QUAD   -  ROSE BUD (1994)
 FG0153
 FG0153                         *CURRENT SURVEY CONTROL
 FG0153  ___________________________________________________________________
 FG0153* NAD 83(1986)-  35 19 49.     (N)    092 06 34.     (W)     SCALED    
 FG0153* NAVD 88     -       179.791  (meters)     589.86   (feet)  ADJUSTED  
 FG0153  ___________________________________________________________________
 FG0153  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FG0153  DYNAMIC HT  -         179.625 (meters)     589.32  (feet)  COMP
 FG0153  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 FG0153
 FG0153  VERT ORDER  -  SECOND    CLASS 0
 FG0153
 FG0153.The horizontal coordinates were scaled from a topographic map and have
 FG0153.an estimated accuracy of +/- 6 seconds.
 FG0153
 FG0153.The orthometric height was determined by differential leveling
 FG0153.and adjusted by the National Geodetic Survey in June 1991..
 FG0153
 FG0153.The geoid height was determined by GEOID03.
 FG0153
 FG0153.The dynamic height is computed by dividing the NAVD 88
 FG0153.geopotential number by the normal gravity value computed on the
 FG0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0153.degrees latitude (g = 980.6199 gals.).
 FG0153
 FG0153.The modeled gravity was interpolated from observed gravity values.
 FG0153
 FG0153;                    North         East    Units  Estimated Accuracy
 FG0153;SPC AR N     -   110,610.      390,050.      MT  (+/- 180 meters Scaled)
 FG0153
 FG0153                          SUPERSEDED SURVEY CONTROL
 FG0153
 FG0153  NGVD 29 (??/??/92)  179.752  (m)          589.74   (f) ADJ UNCH    2 0
 FG0153
 FG0153.Superseded values are not recommended for survey control.
 FG0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0153.See file dsdata.txt to determine how the superseded data were derived.
 FG0153
 FG0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV809100(NAD 83)
 FG0153_MARKER: DB = BENCH MARK DISK
 FG0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0153_SP_SET: CURB
 FG0153_STAMPING: A 208 1962
 FG0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0153
 FG0153  HISTORY     - Date     Condition        Report By
 FG0153  HISTORY     - 1962     MONUMENTED       CGS
 FG0153  HISTORY     - 20041202 GOOD             NGS
 FG0153
 FG0153                          STATION DESCRIPTION
 FG0153
 FG0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0153'1.85 MI SW FROM ROSE BUD.
 FG0153'1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0153'ROSE BUD, 13.6 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.9 FEET
 FG0153'WEST OF THE EAST END OF A CONCRETE BRIDGE, ABOUT 1 FOOT ABOVE THE
 FG0153'LEVEL OF THE HIGHWAY, SET IN A DRILL HOLE IN THE CURBING.
 FG0153
 FG0153                          STATION RECOVERY (2004)
 FG0153
 FG0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0209 ***********************************************************************
 FG0209  DESIGNATION -  A 209
 FG0209  PID         -  FG0209
 FG0209  STATE/COUNTY-  AR/FAULKNER
 FG0209  USGS QUAD   -  GREENBRIER (1994)
 FG0209
 FG0209                         *CURRENT SURVEY CONTROL
 FG0209  ___________________________________________________________________
 FG0209* NAD 83(1986)-  35 12 20.     (N)    092 23 20.     (W)     SCALED    
 FG0209* NAVD 88     -       118.026  (meters)     387.22   (feet)  ADJUSTED  
 FG0209  ___________________________________________________________________
 FG0209  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0209  DYNAMIC HT  -         117.916 (meters)     386.86  (feet)  COMP
 FG0209  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 FG0209
 FG0209  VERT ORDER  -  SECOND    CLASS 0
 FG0209
 FG0209.The horizontal coordinates were scaled from a topographic map and have
 FG0209.an estimated accuracy of +/- 6 seconds.
 FG0209
 FG0209.The orthometric height was determined by differential leveling
 FG0209.and adjusted by the National Geodetic Survey in June 1991..
 FG0209
 FG0209.The geoid height was determined by GEOID03.
 FG0209
 FG0209.The dynamic height is computed by dividing the NAVD 88
 FG0209.geopotential number by the normal gravity value computed on the
 FG0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0209.degrees latitude (g = 980.6199 gals.).
 FG0209
 FG0209.The modeled gravity was interpolated from observed gravity values.
 FG0209
 FG0209;                    North         East    Units  Estimated Accuracy
 FG0209;SPC AR N     -    96,840.      364,590.      MT  (+/- 180 meters Scaled)
 FG0209
 FG0209                          SUPERSEDED SURVEY CONTROL
 FG0209
 FG0209  NGVD 29 (??/??/92)  118.032  (m)          387.24   (f) ADJ UNCH    2 0
 FG0209
 FG0209.Superseded values are not recommended for survey control.
 FG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0209.See file dsdata.txt to determine how the superseded data were derived.
 FG0209
 FG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU556960(NAD 83)
 FG0209_MARKER: DB = BENCH MARK DISK
 FG0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0209_SP_SET: CULVERT
 FG0209_STAMPING: A 209 1962
 FG0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0209
 FG0209  HISTORY     - Date     Condition        Report By
 FG0209  HISTORY     - 1962     MONUMENTED       CGS
 FG0209
 FG0209                          STATION DESCRIPTION
 FG0209
 FG0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0209'2.0 MI S FROM GREENBRIER.
 FG0209'2.0 SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT GREENBRIER,
 FG0209'SET IN THE TOP OF THE EAST HEADWALL, 20.4 FEET EAST OF THE CENTERLINE
 FG0209'OF THE HIGHWAY, 7.6 FEET SOUTH OF THE NORTH END OF THE HEADWALL OF THE
 FG0209'CULVERT, 2.5 FEET BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0008 ***********************************************************************
 EK0008  DESIGNATION -  A 21
 EK0008  PID         -  EK0008
 EK0008  STATE/COUNTY-  AR/SCOTT
 EK0008  USGS QUAD   -  Y CITY (1975)
 EK0008
 EK0008                         *CURRENT SURVEY CONTROL
 EK0008  ___________________________________________________________________
 EK0008* NAD 83(1986)-  34 44 14.     (N)    094 04 48.     (W)     SCALED    
 EK0008* NAVD 88     -       226.679  (meters)     743.70   (feet)  ADJUSTED  
 EK0008  ___________________________________________________________________
 EK0008  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 EK0008  DYNAMIC HT  -         226.441 (meters)     742.92  (feet)  COMP
 EK0008  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 EK0008
 EK0008  VERT ORDER  -  FIRST     CLASS II
 EK0008
 EK0008.The horizontal coordinates were scaled from a topographic map and have
 EK0008.an estimated accuracy of +/- 6 seconds.
 EK0008
 EK0008.The orthometric height was determined by differential leveling
 EK0008.and adjusted by the National Geodetic Survey in June 1991..
 EK0008
 EK0008.The geoid height was determined by GEOID03.
 EK0008
 EK0008.The dynamic height is computed by dividing the NAVD 88
 EK0008.geopotential number by the normal gravity value computed on the
 EK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0008.degrees latitude (g = 980.6199 gals.).
 EK0008
 EK0008.The modeled gravity was interpolated from observed gravity values.
 EK0008
 EK0008;                    North         East    Units  Estimated Accuracy
 EK0008;SPC AR N     -    46,820.      209,520.      MT  (+/- 180 meters Scaled)
 EK0008
 EK0008                          SUPERSEDED SURVEY CONTROL
 EK0008
 EK0008  NGVD 29 (??/??/92)  226.573  (m)          743.35   (f) ADJ UNCH    1 2
 EK0008
 EK0008.Superseded values are not recommended for survey control.
 EK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0008.See file dsdata.txt to determine how the superseded data were derived.
 EK0008
 EK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU011444(NAD 83)
 EK0008_MARKER: DB = BENCH MARK DISK
 EK0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0008_SP_SET: BRIDGE CURB
 EK0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0008
 EK0008  HISTORY     - Date     Condition        Report By
 EK0008  HISTORY     - UNK      MONUMENTED       CGS
 EK0008  HISTORY     - 1931     GOOD             NGS
 EK0008  HISTORY     - 1959     GOOD             NGS
 EK0008  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0008
 EK0008                          STATION DESCRIPTION
 EK0008
 EK0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 EK0008'4.1 MI S FROM BOLES.
 EK0008'4.1 MILES SOUTH BY HIGHWAY LOCATED IN THE CONCRETE ARCH BRIDGE
 EK0008'NO. 11-7.53, OVER MILL CREEK, MARK IS IN THE EAST CURBING, 2 FEET
 EK0008'SOUTH OF THE NORTH END OF THE BRIDGE, THIS IS 13.3 MILES SOUTH
 EK0008'OF WALDRON, ARK., AND 4.1 MILES SOUTH OF Z 20.
 EK0008
 EK0008                          STATION RECOVERY (1959)
 EK0008
 EK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EK0008'RECOVERED IN GOOD CONDITION.
 EK0008
 EK0008                          STATION RECOVERY (1985)
 EK0008
 EK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0008'NOT RECOVERED DUE TO HIGHWAY CONSTRUCTION, THE OLD BRIDGE HAS BEEN
 EK0008'TORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0691 ***********************************************************************
 EK0691  DESIGNATION -  A 21 RESET
 EK0691  PID         -  EK0691
 EK0691  STATE/COUNTY-  AR/SCOTT
 EK0691  USGS QUAD   -  Y CITY (1975)
 EK0691
 EK0691                         *CURRENT SURVEY CONTROL
 EK0691  ___________________________________________________________________
 EK0691* NAD 83(1986)-  34 44 14.     (N)    094 04 50.     (W)     SCALED    
 EK0691* NAVD 88     -       227.635  (meters)     746.83   (feet)  ADJUSTED  
 EK0691  ___________________________________________________________________
 EK0691  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 EK0691  DYNAMIC HT  -         227.395 (meters)     746.05  (feet)  COMP
 EK0691  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 EK0691
 EK0691  VERT ORDER  -  FIRST     CLASS II
 EK0691
 EK0691.The horizontal coordinates were scaled from a topographic map and have
 EK0691.an estimated accuracy of +/- 6 seconds.
 EK0691
 EK0691.The orthometric height was determined by differential leveling
 EK0691.and adjusted by the National Geodetic Survey in June 1991..
 EK0691
 EK0691.The geoid height was determined by GEOID03.
 EK0691
 EK0691.The dynamic height is computed by dividing the NAVD 88
 EK0691.geopotential number by the normal gravity value computed on the
 EK0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0691.degrees latitude (g = 980.6199 gals.).
 EK0691
 EK0691.The modeled gravity was interpolated from observed gravity values.
 EK0691
 EK0691;                    North         East    Units  Estimated Accuracy
 EK0691;SPC AR N     -    46,820.      209,470.      MT  (+/- 180 meters Scaled)
 EK0691
 EK0691                          SUPERSEDED SURVEY CONTROL
 EK0691
 EK0691.No superseded survey control is available for this station.
 EK0691
 EK0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU010444(NAD 83)
 EK0691_MARKER: DB = BENCH MARK DISK
 EK0691_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0691_SP_SET: RETAINING WALL
 EK0691_STAMPING: A 21 RESET 1982
 EK0691_MARK LOGO: NGS   
 EK0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0691+STABILITY: POSITION/ELEVATION WELL
 EK0691
 EK0691  HISTORY     - Date     Condition        Report By
 EK0691  HISTORY     - 1982     MONUMENTED       NGS
 EK0691  HISTORY     - 1985     GOOD             NGS
 EK0691  HISTORY     - 1987     GOOD             USPSQD
 EK0691  HISTORY     - 1988     GOOD             USPSQD
 EK0691  HISTORY     - 1989     GOOD             USPSQD
 EK0691  HISTORY     - 1990     GOOD             USPSQD
 EK0691
 EK0691                          STATION DESCRIPTION
 EK0691
 EK0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0691'6.9 KM (4.3 MI) SOUTH FROM BOLES.
 EK0691'6.9 KM (4.3 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0691'BOLES, AT THE NORTH END OF A BRIDGE OVER MILL CREEK, SET IN THE
 EK0691'NORTHEAST RETAINING WALL OF THE BRIDGE, AND 4.05 METERS (13.3 FT) EAST
 EK0691'OF THE CENTERLINE OF HIGHWAY 71 NORTHBOUND.  NOTE, BRIDGE PIERS AND
 EK0691'ABUTMENT ARE SET IN ROCK.
 EK0691'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 EK0691
 EK0691                          STATION RECOVERY (1987)
 EK0691
 EK0691'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0691'RECOVERED IN GOOD CONDITION.
 EK0691
 EK0691                          STATION RECOVERY (1988)
 EK0691
 EK0691'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0691'RECOVERED IN GOOD CONDITION.
 EK0691
 EK0691                          STATION RECOVERY (1989)
 EK0691
 EK0691'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0691'RECOVERED IN GOOD CONDITION.
 EK0691
 EK0691                          STATION RECOVERY (1990)
 EK0691
 EK0691'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0151 ***********************************************************************
 FG0151  DESIGNATION -  A 210
 FG0151  PID         -  FG0151
 FG0151  STATE/COUNTY-  AR/FAULKNER
 FG0151  USGS QUAD   -  ROSE BUD (1994)
 FG0151
 FG0151                         *CURRENT SURVEY CONTROL
 FG0151  ___________________________________________________________________
 FG0151* NAD 83(1986)-  35 18 29.     (N)    092 07 03.     (W)     SCALED    
 FG0151* NAVD 88     -       203.557  (meters)     667.84   (feet)  ADJUSTED  
 FG0151  ___________________________________________________________________
 FG0151  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FG0151  DYNAMIC HT  -         203.367 (meters)     667.21  (feet)  COMP
 FG0151  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 FG0151
 FG0151  VERT ORDER  -  SECOND    CLASS 0
 FG0151
 FG0151.The horizontal coordinates were scaled from a topographic map and have
 FG0151.an estimated accuracy of +/- 6 seconds.
 FG0151
 FG0151.The orthometric height was determined by differential leveling
 FG0151.and adjusted by the National Geodetic Survey in June 1991..
 FG0151
 FG0151.The geoid height was determined by GEOID03.
 FG0151
 FG0151.The dynamic height is computed by dividing the NAVD 88
 FG0151.geopotential number by the normal gravity value computed on the
 FG0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0151.degrees latitude (g = 980.6199 gals.).
 FG0151
 FG0151.The modeled gravity was interpolated from observed gravity values.
 FG0151
 FG0151;                    North         East    Units  Estimated Accuracy
 FG0151;SPC AR N     -   108,140.      389,320.      MT  (+/- 180 meters Scaled)
 FG0151
 FG0151                          SUPERSEDED SURVEY CONTROL
 FG0151
 FG0151  NGVD 29 (??/??/92)  203.521  (m)          667.72   (f) ADJ UNCH    2 0
 FG0151
 FG0151.Superseded values are not recommended for survey control.
 FG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0151.See file dsdata.txt to determine how the superseded data were derived.
 FG0151
 FG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV802075(NAD 83)
 FG0151_MARKER: DB = BENCH MARK DISK
 FG0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0151_STAMPING: A 210 1962
 FG0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0151+STABILITY: SURFACE MOTION
 FG0151
 FG0151  HISTORY     - Date     Condition        Report By
 FG0151  HISTORY     - 1962     MONUMENTED       CGS
 FG0151
 FG0151                          STATION DESCRIPTION
 FG0151
 FG0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0151'3.65 MI SW FROM ROSE BUD.
 FG0151'3.65 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0151'ROSE BUD, 40.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5.6 FEET
 FG0151'NORTH OF A CORNER POST, 2.2 FEET SOUTH OF A METAL WITNESS POST, 1.2
 FG0151'FEET EAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH
 FG0151'PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1894 ***********************************************************************
 FE1894  DESIGNATION -  A 213
 FE1894  PID         -  FE1894
 FE1894  STATE/COUNTY-  AR/MISSISSIPPI
 FE1894  USGS QUAD   -  CHIC (1983)
 FE1894
 FE1894                         *CURRENT SURVEY CONTROL
 FE1894  ___________________________________________________________________
 FE1894* NAD 83(1997)-  35 59 46.03206(N)    089 44 11.12630(W)     ADJUSTED  
 FE1894* NAVD 88     -        85.146  (meters)     279.35   (feet)  ADJUSTED  
 FE1894  ___________________________________________________________________
 FE1894  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FE1894  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE1894  DYNAMIC HT  -          85.075 (meters)     279.12  (feet)  COMP
 FE1894  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 FE1894
 FE1894  HORZ ORDER  -  SECOND
 FE1894  VERT ORDER  -  FIRST     CLASS I
 FE1894
 FE1894.The horizontal coordinates were established by classical geodetic methods
 FE1894.and adjusted by the National Geodetic Survey in September 1999..
 FE1894
 FE1894.The orthometric height was determined by differential leveling
 FE1894.and adjusted by the National Geodetic Survey in June 1991..
 FE1894
 FE1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1894
 FE1894.The geoid height was determined by GEOID03.
 FE1894
 FE1894.The dynamic height is computed by dividing the NAVD 88
 FE1894.geopotential number by the normal gravity value computed on the
 FE1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1894.degrees latitude (g = 980.6199 gals.).
 FE1894
 FE1894.The modeled gravity was interpolated from observed gravity values.
 FE1894
 FE1894;                    North         East     Units Scale Factor Converg.
 FE1894;SPC AR N     -   186,820.944   604,076.566   MT  0.99996170   +1 19 01.8
 FE1894;SPC AR N     -   612,928.38  1,981,874.53   sFT  0.99996170   +1 19 01.8
 FE1894;UTM  16      - 3,986,981.608   253,331.296   MT  1.00034980   -1 36 32.7
 FE1894
 FE1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1894!SPC AR N     -   0.99999106  x   0.99996170  =   0.99995276
 FE1894!UTM  16      -   0.99999106  x   1.00034980  =   1.00034085
 FE1894
 FE1894                          SUPERSEDED SURVEY CONTROL
 FE1894
 FE1894  NAD 83(1997)-  35 59 46.03236(N)    089 44 11.12631(W) AD(       ) 2
 FE1894  NAD 83(1997)-  35 59 46.03280(N)    089 44 11.12671(W) AD(       ) 2
 FE1894  NAD 83(1986)-  35 59 46.04384(N)    089 44 11.12695(W) AD(       ) 2
 FE1894  NAD 27      -  35 59 45.78010(N)    089 44 10.83514(W) AD(       ) 2
 FE1894  NGVD 29 (??/??/??)   85.072  (m)          279.11   (f) ADJUSTED    1 1
 FE1894
 FE1894.Superseded values are not recommended for survey control.
 FE1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1894.See file dsdata.txt to determine how the superseded data were derived.
 FE1894
 FE1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5333186982(NAD 83)
 FE1894_MARKER: DB = BENCH MARK DISK
 FE1894_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1894_SP_SET: 40 FEET
 FE1894_STAMPING: A 213 1976
 FE1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1894+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FE1894
 FE1894  HISTORY     - Date     Condition        Report By
 FE1894  HISTORY     - 1976     MONUMENTED       NGS
 FE1894  HISTORY     - 1977     GOOD             NGS
 FE1894  HISTORY     - 20020729 GOOD             USACE
 FE1894
 FE1894                          STATION DESCRIPTION
 FE1894
 FE1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1894'1.9 MI NE FROM HUFFMAN.
 FE1894'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 FE1894'WAYS 137 AND 150 AT HUFFMAN, THENCE 1.9 MILE NORTHEAST ALONG THE
 FE1894'LEVEE, 0.35 MILE SOUTHWEST OF THE ARKANSAS-MISSOURI STATE LINE,
 FE1894'0.05 MILE NORTHEAST OF A GATE, 17.0 FEET WEST OF THE CENTER OF
 FE1894'LEVEE, AND 2.6 FEET SOUTH OF MILEPOST 47/48.
 FE1894'A DISK ON THE TOP OF A COPPER COATED STEEL ROD SET TO A DEPTH OF
 FE1894'40 FEET, 2 FEET BELOW LEVEE, 2 FEET NORTH OF A WITNESS POST.
 FE1894
 FE1894                          STATION RECOVERY (1977)
 FE1894
 FE1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE1894'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF
 FE1894'CARUTHERSVILLE, 5-1/2 MILES SOUTHEAST OF COOTER, JUST
 FE1894'SOUTH OF THE MISSOURI-ARKANSAS STATE LINE.
 FE1894'
 FE1894'TO REACH THE STATION FROM THE POST OFFICE IN COOTER, GO
 FE1894'EAST ON COUNTY ROUTE E FOR 1.9 MILES TO THE JUNCTION WITH
 FE1894'COUNTY ROUTE DD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 FE1894'COUNTY ROUTE DD FOR 3 MILES TO A GRAVEL CROSSROAD AT THE
 FE1894'MISSOURI-ARKANSAS BORDER LINE. TURN LEFT AND GO EAST FOR 0.3
 FE1894'MILE TO THE TOP OF THE LEVEE.  TURN RIGHT AND GO SOUTH ALONG
 FE1894'THE LEVEE ROAD FOR ABOUT 0.4 MILE TO THE MARK ON THE RIGHT.
 FE1894'
 FE1894'THE MARK, STAMPED---A 213 1976---, IS A STANDARD BENCH MARK
 FE1894'DISK CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER STEEL ROD THAT
 FE1894'IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS SURROUNDED BY A
 FE1894'4-INCH DIAMETER PLASTIC PIPE WITH CAP.  IT IS 17 FEET
 FE1894'WEST-NORTHWEST OF THE LEVEE ROAD, 3 FEET SOUTHEAST OF A
 FE1894'MILEPOST MARKER 47/48, AND 2 FEET NORTH OF A METAL WITNESS POST.
 FE1894'
 FE1894'A TRAVERSE TIE WAS MADE TO STATION MOARK.
 FE1894
 FE1894                          STATION RECOVERY (2002)
 FE1894
 FE1894'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0131 ***********************************************************************
 GG0131  DESIGNATION -  A 213
 GG0131  PID         -  GG0131
 GG0131  STATE/COUNTY-  AR/BENTON
 GG0131  USGS QUAD   -  GRAVETTE (1981)
 GG0131
 GG0131                         *CURRENT SURVEY CONTROL
 GG0131  ___________________________________________________________________
 GG0131* NAD 83(1986)-  36 23 06.     (N)    094 28 34.     (W)     SCALED    
 GG0131* NAVD 88     -       313.109  (meters)    1027.26   (feet)  ADJUSTED  
 GG0131  ___________________________________________________________________
 GG0131  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GG0131  DYNAMIC HT  -         312.844 (meters)    1026.39  (feet)  COMP
 GG0131  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GG0131
 GG0131  VERT ORDER  -  SECOND    CLASS 0
 GG0131
 GG0131.The horizontal coordinates were scaled from a topographic map and have
 GG0131.an estimated accuracy of +/- 6 seconds.
 GG0131
 GG0131.The orthometric height was determined by differential leveling
 GG0131.and adjusted by the National Geodetic Survey in June 1991..
 GG0131
 GG0131.The geoid height was determined by GEOID03.
 GG0131
 GG0131.The dynamic height is computed by dividing the NAVD 88
 GG0131.geopotential number by the normal gravity value computed on the
 GG0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0131.degrees latitude (g = 980.6199 gals.).
 GG0131
 GG0131.The modeled gravity was interpolated from observed gravity values.
 GG0131
 GG0131;                    North         East    Units  Estimated Accuracy
 GG0131;SPC AR N     -   230,420.      177,850.      MT  (+/- 180 meters Scaled)
 GG0131
 GG0131                          SUPERSEDED SURVEY CONTROL
 GG0131
 GG0131  NGVD 29 (??/??/92)  312.99   (m)         1026.9    (f) COMPUTED    2 0
 GG0131
 GG0131.Superseded values are not recommended for survey control.
 GG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0131.See file dsdata.txt to determine how the superseded data were derived.
 GG0131
 GG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA676276(NAD 83)
 GG0131_MARKER: Z = SEE DESCRIPTION
 GG0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0131_SP_SET: BRIDGE
 GG0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0131
 GG0131  HISTORY     - Date     Condition        Report By
 GG0131  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0131  HISTORY     - 1934     GOOD             NGS
 GG0131  HISTORY     - 1961     GOOD             NGS
 GG0131  HISTORY     - 1987     GOOD             USPSQD
 GG0131
 GG0131                          STATION DESCRIPTION
 GG0131
 GG0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GG0131'4.2 MI N FROM DECATUR.
 GG0131'ON KANSAS CITY SOUTHERN RAILROAD BRIDGE A-213 IN THE NORTHEAST
 GG0131'TOP OF CONCRETE ABUTMENT.  NOTE-- THE BRIDGE IS A LARGE STEEL
 GG0131'ONE.
 GG0131
 GG0131                          STATION RECOVERY (1961)
 GG0131
 GG0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0131'RECOVERED IN GOOD CONDITION.
 GG0131
 GG0131                          STATION RECOVERY (1987)
 GG0131
 GG0131'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1937 ***********************************************************************
 FE1937  DESIGNATION -  A 214
 FE1937  PID         -  FE1937
 FE1937  STATE/COUNTY-  AR/MISSISSIPPI
 FE1937  USGS QUAD   -  ROSA (1983)
 FE1937
 FE1937                         *CURRENT SURVEY CONTROL
 FE1937  ___________________________________________________________________
 FE1937* NAD 83(1986)-  35 46 28.     (N)    089 50 10.     (W)     SCALED    
 FE1937* NAVD 88     -        82.279  (meters)     269.94   (feet)  ADJUSTED  
 FE1937  ___________________________________________________________________
 FE1937  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1937  DYNAMIC HT  -          82.210 (meters)     269.72  (feet)  COMP
 FE1937  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE1937
 FE1937  VERT ORDER  -  FIRST     CLASS I
 FE1937
 FE1937.The horizontal coordinates were scaled from a topographic map and have
 FE1937.an estimated accuracy of +/- 6 seconds.
 FE1937
 FE1937.The orthometric height was determined by differential leveling
 FE1937.and adjusted by the National Geodetic Survey in June 1991..
 FE1937
 FE1937.The geoid height was determined by GEOID03.
 FE1937
 FE1937.The dynamic height is computed by dividing the NAVD 88
 FE1937.geopotential number by the normal gravity value computed on the
 FE1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1937.degrees latitude (g = 980.6199 gals.).
 FE1937
 FE1937.The modeled gravity was interpolated from observed gravity values.
 FE1937
 FE1937;                    North         East    Units  Estimated Accuracy
 FE1937;SPC AR N     -   162,030.      595,630.      MT  (+/- 180 meters Scaled)
 FE1937
 FE1937                          SUPERSEDED SURVEY CONTROL
 FE1937
 FE1937  NGVD 29 (??/??/??)   82.219  (m)          269.75   (f) ADJUSTED    1 1
 FE1937
 FE1937.Superseded values are not recommended for survey control.
 FE1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1937.See file dsdata.txt to determine how the superseded data were derived.
 FE1937
 FE1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE436626(NAD 83)
 FE1937_MARKER: DB = BENCH MARK DISK
 FE1937_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1937_SP_SET: 4 FEET
 FE1937_STAMPING: A 214 1976
 FE1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1937+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 FE1937
 FE1937  HISTORY     - Date     Condition        Report By
 FE1937  HISTORY     - 1976     MONUMENTED       NGS
 FE1937  HISTORY     - 20020727 GOOD             USACE
 FE1937
 FE1937                          STATION DESCRIPTION
 FE1937
 FE1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1937'6.1 MI NE FROM LUXORA.
 FE1937'6.1 MILES NORTHEAST OF THE JUNCTION OF THE LEVEE AND MAIN STREET
 FE1937'AT LUXORA, 18 FEET NORTH OF THE CENTER OF THE LEVEE, AND 2.5 FEET
 FE1937'WEST OF MILEPOST 68/69. A DISK ON THE TOP OF A COPPER COATED
 FE1937'STEEL ROD SET TO A DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE, AND
 FE1937'1 FOOT EAST OF A WITNESS POST.
 FE1937
 FE1937                          STATION RECOVERY (2002)
 FE1937
 FE1937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1010 ***********************************************************************
 FF1010  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1010  DESIGNATION -  A 215
 FF1010  PID         -  FF1010
 FF1010  STATE/COUNTY-  AR/MISSISSIPPI
 FF1010  USGS QUAD   -  WILSON (1983)
 FF1010
 FF1010                         *CURRENT SURVEY CONTROL
 FF1010  ___________________________________________________________________
 FF1010* NAD 83(1997)-  35 33 58.14720(N)    090 00 57.32040(W)     ADJUSTED  
 FF1010* NAVD 88     -        77.78   (meters)     255.2    (feet)  GPS OBS   
 FF1010  ___________________________________________________________________
 FF1010  X           -      -1,443.450 (meters)                     COMP
 FF1010  Y           -  -5,194,186.254 (meters)                     COMP
 FF1010  Z           -   3,689,169.977 (meters)                     COMP
 FF1010  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FF1010  ELLIP HEIGHT-          50.18  (meters)          (05/31/05) GPS OBS
 FF1010  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1010  DYNAMIC HT  -          77.71  (meters)     255.0   (feet)  COMP
 FF1010  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 FF1010
 FF1010  HORZ ORDER  -  FIRST
 FF1010  VERT ORDER  -  FIRST     CLASS I (See Below)
 FF1010  ELLP ORDER  -  FOURTH    CLASS II
 FF1010
 FF1010.The horizontal coordinates were established by GPS observations
 FF1010.and adjusted by the National Geodetic Survey in May 2005..
 FF1010
 FF1010.The orthometric height was determined by GPS observations and a
 FF1010.high-resolution geoid model using precise GPS observation and
 FF1010.processing techniques. It supersedes the leveled height previously
 FF1010.determined for this station.
 FF1010.The vertical order pertains to the first NAVD 88 superseded value.
 FF1010
 FF1010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1010
 FF1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1010
 FF1010.The ellipsoidal height was determined by GPS observations
 FF1010.and is referenced to NAD 83.
 FF1010
 FF1010.The geoid height was determined by GEOID03.
 FF1010
 FF1010.The dynamic height is computed by dividing the NAVD 88
 FF1010.geopotential number by the normal gravity value computed on the
 FF1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1010.degrees latitude (g = 980.6199 gals.).
 FF1010
 FF1010.The modeled gravity was interpolated from observed gravity values.
 FF1010
 FF1010;                    North         East     Units Scale Factor Converg.
 FF1010;SPC AR N     -   138,582.679   579,842.763   MT  0.99993598   +1 09 16.3
 FF1010;SPC AR N     -   454,666.67  1,902,367.46   sFT  0.99993598   +1 09 16.3
 FF1010;UTM  15      - 3,939,928.711   770,453.048   MT  1.00050147   +1 44 12.2
 FF1010;UTM  16      - 3,940,016.715   226,659.941   MT  1.00052082   -1 45 19.0
 FF1010
 FF1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1010!SPC AR N     -   0.99999212  x   0.99993598  =   0.99992810
 FF1010!UTM  15      -   0.99999212  x   1.00050147  =   1.00049359
 FF1010!UTM  16      -   0.99999212  x   1.00052082  =   1.00051294
 FF1010
 FF1010                          SUPERSEDED SURVEY CONTROL
 FF1010
 FF1010  NAVD 88 (06/15/91)   77.747  (m)          255.07   (f) ADJUSTED    1 1
 FF1010  NGVD 29 (??/??/??)   77.720  (m)          254.99   (f) ADJUSTED    1 1
 FF1010
 FF1010.Superseded values are not recommended for survey control.
 FF1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1010.See file dsdata.txt to determine how the superseded data were derived.
 FF1010
 FF1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7045339929(NAD 83)
 FF1010_MARKER: DB = BENCH MARK DISK
 FF1010_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1010_SP_SET: METAL ROD WITH BASE PLATE
 FF1010_STAMPING: A 215 1976
 FF1010_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1010+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 FF1010
 FF1010  HISTORY     - Date     Condition        Report By
 FF1010  HISTORY     - 1976     MONUMENTED       NGS
 FF1010  HISTORY     - 1987     GOOD             USPSQD
 FF1010  HISTORY     - 20020819 GOOD             USACE
 FF1010  HISTORY     - 20030721 GOOD             EMCINC
 FF1010  HISTORY     - 20050512 GOOD             USACE
 FF1010
 FF1010                          STATION DESCRIPTION
 FF1010
 FF1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1010'1.2 MI NE FROM WILSON.
 FF1010'1.2 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FF1010'STREET AT WILSON, 200 FEET WEST OF A FENCE CROSSING LEVEE, 26 FEET
 FF1010'NORTH OF THE CENTER OF LEVEE, AND 2.9 FEET EAST OF MILEPOST
 FF1010'102/103. A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET IN
 FF1010'TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  2 FEET WEST OF A
 FF1010'WITNESS POST.
 FF1010
 FF1010                          STATION RECOVERY (1987)
 FF1010
 FF1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF1010'RECOVERED IN GOOD CONDITION.
 FF1010
 FF1010                          STATION RECOVERY (2002)
 FF1010
 FF1010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1010'RECOVERED IN GOOD CONDITION.
 FF1010
 FF1010                          STATION RECOVERY (2003)
 FF1010
 FF1010'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF1010'RECOVERED AS DESCRIBED.
 FF1010
 FF1010                          STATION RECOVERY (2005)
 FF1010
 FF1010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0994 ***********************************************************************
 EH0994  DESIGNATION -  A 216
 EH0994  PID         -  EH0994
 EH0994  STATE/COUNTY-  AR/PHILLIPS
 EH0994  USGS QUAD   -  LA GRANGE (1982)
 EH0994
 EH0994                         *CURRENT SURVEY CONTROL
 EH0994  ___________________________________________________________________
 EH0994* NAD 83(1986)-  34 38 53.     (N)    090 38 17.     (W)     SCALED    
 EH0994* NAVD 88     -        55.045  (meters)     180.59   (feet)  ADJUSTED  
 EH0994  ___________________________________________________________________
 EH0994  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0994  DYNAMIC HT  -          54.993 (meters)     180.42  (feet)  COMP
 EH0994  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 EH0994
 EH0994  VERT ORDER  -  FIRST     CLASS II
 EH0994
 EH0994.The horizontal coordinates were scaled from a topographic map and have
 EH0994.an estimated accuracy of +/- 6 seconds.
 EH0994
 EH0994.The orthometric height was determined by differential leveling
 EH0994.and adjusted by the National Geodetic Survey in June 1991..
 EH0994
 EH0994.The geoid height was determined by GEOID03.
 EH0994
 EH0994.The dynamic height is computed by dividing the NAVD 88
 EH0994.geopotential number by the normal gravity value computed on the
 EH0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0994.degrees latitude (g = 980.6199 gals.).
 EH0994
 EH0994.The modeled gravity was interpolated from observed gravity values.
 EH0994
 EH0994;                    North         East    Units  Estimated Accuracy
 EH0994;SPC AR S     -   620,600.      524,850.      MT  (+/- 180 meters Scaled)
 EH0994
 EH0994                          SUPERSEDED SURVEY CONTROL
 EH0994
 EH0994  NGVD 29 (??/??/??)   55.078  (m)          180.70   (f) ADJUSTED    1 2
 EH0994
 EH0994.Superseded values are not recommended for survey control.
 EH0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0994.See file dsdata.txt to determine how the superseded data were derived.
 EH0994
 EH0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU164365(NAD 83)
 EH0994_MARKER: DB = BENCH MARK DISK
 EH0994_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0994_SP_SET: 53 FT.
 EH0994_STAMPING: A 216 1976
 EH0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0994
 EH0994  HISTORY     - Date     Condition        Report By
 EH0994  HISTORY     - 1976     MONUMENTED       NGS
 EH0994
 EH0994                          STATION DESCRIPTION
 EH0994
 EH0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0994'8.9 MI N FROM HELENA.
 EH0994'8.9 MILES NORTH ALONG HOLLY STREET AND RIVER ROAD FROM THE
 EH0994'INTERSECTION OF MC DONOUGH STREET AT HELENA, THENCE 0.15 MILE
 EH0994'NORTHWEST ALONG A DIRT ROAD TO THE RIVER, MARK IS ALSO 11.7 MILES
 EH0994'SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT WHITEHALL,
 EH0994'THENCE 0.15 MILE ACROSS THE RIVER, 2.2 FEET NORTHWEST OF THE LAST
 EH0994'POWER PLE BEFORE THE RIVER, AND 17 FEET SOUTHEAST OF THE CENTER LINE
 EH0994'OF A DIRT ROAD.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH
 EH0994'OF 53 FEET ENCASED IN A PIPE PROJECTING +2 INCHES.  1 FOOT ABOVE ROAD
 EH0994'1 FOOT NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1093 ***********************************************************************
 FF1093  DESIGNATION -  A 217
 FF1093  PID         -  FF1093
 FF1093  STATE/COUNTY-  AR/CRITTENDEN
 FF1093  USGS QUAD   -  JERICHO (1993)
 FF1093
 FF1093                         *CURRENT SURVEY CONTROL
 FF1093  ___________________________________________________________________
 FF1093* NAD 83(1986)-  35 18 34.     (N)    090 09 30.     (W)     SCALED    
 FF1093* NAVD 88     -        74.255  (meters)     243.62   (feet)  ADJUSTED  
 FF1093  ___________________________________________________________________
 FF1093  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1093  DYNAMIC HT  -          74.189 (meters)     243.40  (feet)  COMP
 FF1093  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 FF1093
 FF1093  VERT ORDER  -  FIRST     CLASS I
 FF1093
 FF1093.The horizontal coordinates were scaled from a topographic map and have
 FF1093.an estimated accuracy of +/- 6 seconds.
 FF1093
 FF1093.The orthometric height was determined by differential leveling
 FF1093.and adjusted by the National Geodetic Survey in June 1991..
 FF1093
 FF1093.The geoid height was determined by GEOID03.
 FF1093
 FF1093.The dynamic height is computed by dividing the NAVD 88
 FF1093.geopotential number by the normal gravity value computed on the
 FF1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1093.degrees latitude (g = 980.6199 gals.).
 FF1093
 FF1093.The modeled gravity was interpolated from observed gravity values.
 FF1093
 FF1093;                    North         East    Units  Estimated Accuracy
 FF1093;SPC AR N     -   109,860.      567,470.      MT  (+/- 180 meters Scaled)
 FF1093
 FF1093                          SUPERSEDED SURVEY CONTROL
 FF1093
 FF1093  NGVD 29 (??/??/??)   74.240  (m)          243.57   (f) ADJUSTED    1 1
 FF1093
 FF1093.Superseded values are not recommended for survey control.
 FF1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1093.See file dsdata.txt to determine how the superseded data were derived.
 FF1093
 FF1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV583110(NAD 83)
 FF1093_MARKER: DB = BENCH MARK DISK
 FF1093_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1093+WITH SETTING: INTO GROUND
 FF1093_SP_SET: METAL ROD WITH BASE PLATE
 FF1093_STAMPING: A 217 1976
 FF1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1093+STABILITY: SURFACE MOTION
 FF1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1093+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 FF1093
 FF1093  HISTORY     - Date     Condition        Report By
 FF1093  HISTORY     - 1976     MONUMENTED       NGS
 FF1093  HISTORY     - 20050209 GOOD             USACE
 FF1093
 FF1093                          STATION DESCRIPTION
 FF1093
 FF1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1093'15.4 MI NORTH FROM WEST MEMPHIS.
 FF1093'15.4 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1093'HIGHWAY 55 AT WEST MEMPHIS, 90 FEET EAST OF POWERLINE POLE NO. 208,
 FF1093'48 FEET SOUTHEAST OF A WIRE FENCE, 26 FEET NORTHWEST OF THE CENTER
 FF1093'OF LEVEE, AND 2 FEET SOUTHWEST OF MILEPOST 135/136.
 FF1093'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1093'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1093
 FF1093                          STATION RECOVERY (2005)
 FF1093
 FF1093'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1014 ***********************************************************************
 FF1014  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1014  DESIGNATION -  A 218
 FF1014  PID         -  FF1014
 FF1014  STATE/COUNTY-  AR/MISSISSIPPI
 FF1014  USGS QUAD   -  WILSON (1983)
 FF1014
 FF1014                         *CURRENT SURVEY CONTROL
 FF1014  ___________________________________________________________________
 FF1014* NAD 83(1997)-  35 31 04.30080(N)    090 03 13.04898(W)     ADJUSTED  
 FF1014* NAVD 88     -        77.74   (meters)     255.1    (feet)  GPS OBS   
 FF1014  ___________________________________________________________________
 FF1014  X           -      -4,864.298 (meters)                     COMP
 FF1014  Y           -  -5,197,298.718 (meters)                     COMP
 FF1014  Z           -   3,684,810.284 (meters)                     COMP
 FF1014  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 FF1014  ELLIP HEIGHT-          50.16  (meters)          (05/31/05) GPS OBS
 FF1014  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF1014  DYNAMIC HT  -          77.67  (meters)     254.8   (feet)  COMP
 FF1014  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 FF1014
 FF1014  HORZ ORDER  -  FIRST
 FF1014  VERT ORDER  -  FIRST     CLASS I (See Below)
 FF1014  ELLP ORDER  -  FOURTH    CLASS II
 FF1014
 FF1014.The horizontal coordinates were established by GPS observations
 FF1014.and adjusted by the National Geodetic Survey in May 2005..
 FF1014
 FF1014.The orthometric height was determined by GPS observations and a
 FF1014.high-resolution geoid model using precise GPS observation and
 FF1014.processing techniques. It supersedes the leveled height previously
 FF1014.determined for this station.
 FF1014.The vertical order pertains to the first NAVD 88 superseded value.
 FF1014
 FF1014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1014
 FF1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1014
 FF1014.The ellipsoidal height was determined by GPS observations
 FF1014.and is referenced to NAD 83.
 FF1014
 FF1014.The geoid height was determined by GEOID03.
 FF1014
 FF1014.The dynamic height is computed by dividing the NAVD 88
 FF1014.geopotential number by the normal gravity value computed on the
 FF1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1014.degrees latitude (g = 980.6199 gals.).
 FF1014
 FF1014.The modeled gravity was interpolated from observed gravity values.
 FF1014
 FF1014;                    North         East     Units Scale Factor Converg.
 FF1014;SPC AR N     -   133,157.983   576,531.653   MT  0.99993660   +1 07 57.3
 FF1014;SPC AR N     -   436,869.15  1,891,504.26   sFT  0.99993660   +1 07 57.3
 FF1014;UTM  15      - 3,934,467.684   767,195.326   MT  1.00047989   +1 42 45.8
 FF1014;UTM  16      - 3,934,763.902   223,075.678   MT  1.00054514   -1 46 30.5
 FF1014
 FF1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1014!SPC AR N     -   0.99999213  x   0.99993660  =   0.99992873
 FF1014!UTM  15      -   0.99999213  x   1.00047989  =   1.00047201
 FF1014!UTM  16      -   0.99999213  x   1.00054514  =   1.00053726
 FF1014
 FF1014                          SUPERSEDED SURVEY CONTROL
 FF1014
 FF1014  NAVD 88 (06/15/91)   77.701  (m)          254.92   (f) ADJUSTED    1 1
 FF1014  NGVD 29 (??/??/??)   77.677  (m)          254.85   (f) ADJUSTED    1 1
 FF1014
 FF1014.Superseded values are not recommended for survey control.
 FF1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1014.See file dsdata.txt to determine how the superseded data were derived.
 FF1014
 FF1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6719534468(NAD 83)
 FF1014_MARKER: DB = BENCH MARK DISK
 FF1014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1014_SP_SET: COPPER-CLAD STEEL ROD
 FF1014_STAMPING: A 218 1976
 FF1014_MARK LOGO: NGS   
 FF1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1014+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 FF1014
 FF1014  HISTORY     - Date     Condition        Report By
 FF1014  HISTORY     - 1976     MONUMENTED       NGS
 FF1014  HISTORY     - 20001101 GOOD             USE
 FF1014  HISTORY     - 20020320 GOOD             USACE
 FF1014  HISTORY     - 20030721 GOOD             EMCINC
 FF1014
 FF1014                          STATION DESCRIPTION
 FF1014
 FF1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1014'3.3 MI SW FROM WILSON.
 FF1014'3.3 MILES SOUTHWEST  ALONG THE LEVEE FROM THE CROSSING OF UNION
 FF1014'STREET AT WILSON, 20 FEET NORTHWEST OF THE CENTER OF LEVEE, AND
 FF1014'2 FEET SOUTHEAST OF MILEPOST 106/107. A DISK ON THE TOP OF A COPPER-
 FF1014'COATED STEEL ROD SET TO A DEPTH OF 104 FEET.  2 FEET BELOW THE LEVEE.
 FF1014'1 FOOT SOUTHEAST OF A WITNESS POST.
 FF1014
 FF1014                          STATION RECOVERY (2000)
 FF1014
 FF1014'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1014'RECOVERED IN GOOD CONDITION.
 FF1014
 FF1014                          STATION RECOVERY (2002)
 FF1014
 FF1014'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1014'RECOVERED IN GOOD CONDITION.
 FF1014
 FF1014                          STATION RECOVERY (2003)
 FF1014
 FF1014'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF1014'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1042 ***********************************************************************
 FF1042  DESIGNATION -  A 218 X
 FF1042  PID         -  FF1042
 FF1042  STATE/COUNTY-  AR/CRITTENDEN
 FF1042  USGS QUAD   -  FLETCHER LAKE (1993)
 FF1042
 FF1042                         *CURRENT SURVEY CONTROL
 FF1042  ___________________________________________________________________
 FF1042* NAD 83(1986)-  35 02 40.     (N)    090 14 00.     (W)     SCALED    
 FF1042* NAVD 88     -        71.281  (meters)     233.86   (feet)  ADJUSTED  
 FF1042  ___________________________________________________________________
 FF1042  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF1042  DYNAMIC HT  -          71.216 (meters)     233.65  (feet)  COMP
 FF1042  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 FF1042
 FF1042  VERT ORDER  -  FIRST     CLASS II
 FF1042
 FF1042.The horizontal coordinates were scaled from a topographic map and have
 FF1042.an estimated accuracy of +/- 6 seconds.
 FF1042
 FF1042.The orthometric height was determined by differential leveling
 FF1042.and adjusted by the National Geodetic Survey in June 1991..
 FF1042
 FF1042.The geoid height was determined by GEOID03.
 FF1042
 FF1042.The dynamic height is computed by dividing the NAVD 88
 FF1042.geopotential number by the normal gravity value computed on the
 FF1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1042.degrees latitude (g = 980.6199 gals.).
 FF1042
 FF1042.The modeled gravity was interpolated from observed gravity values.
 FF1042
 FF1042;                    North         East    Units  Estimated Accuracy
 FF1042;SPC AR N     -    80,340.      561,180.      MT  (+/- 180 meters Scaled)
 FF1042
 FF1042                          SUPERSEDED SURVEY CONTROL
 FF1042
 FF1042  NGVD 29 (??/??/??)   71.275  (m)          233.84   (f) ADJUSTED    1 2
 FF1042
 FF1042.Superseded values are not recommended for survey control.
 FF1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1042.See file dsdata.txt to determine how the superseded data were derived.
 FF1042
 FF1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU523814(NAD 83)
 FF1042_MARKER: DB = BENCH MARK DISK
 FF1042_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1042+WITH SETTING: INTO GROUND
 FF1042_SP_SET: METAL ROD WITH BASE PLATE
 FF1042_STAMPING: A 218X 1976
 FF1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1042+STABILITY: SURFACE MOTION
 FF1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1042+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 FF1042
 FF1042  HISTORY     - Date     Condition        Report By
 FF1042  HISTORY     - 1976     MONUMENTED       NGS
 FF1042  HISTORY     - 20030206 GOOD             USACE
 FF1042
 FF1042                          STATION DESCRIPTION
 FF1042
 FF1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1042'10.4 MI SOUTH FROM WEST MEMPHIS.
 FF1042'10.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1042'HIGHWAY 55 AT WEST MEMPHIS, ALSO ABOUT 1 MILE NORTHEAST OF WAVERLY
 FF1042', 2 FEET NORTHEAST OF MILEPOST 161/162, 19 FEET NORTHWEST OF THE
 FF1042'CENTER LINE OF THE LEVEE.  A DISK ON THE TOP OF A COPPER-COATED STEEL
 FF1042'ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET WEST
 FF1042'OF A WITNESS POST.
 FF1042
 FF1042                          STATION RECOVERY (2003)
 FF1042
 FF1042'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1042'MARK IS 2.5N FT N OF LEVEE MILE POST 161 162, 0.4 FT BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1064 ***********************************************************************
 FF1064  DESIGNATION -  A 219
 FF1064  PID         -  FF1064
 FF1064  STATE/COUNTY-  AR/CRITTENDEN
 FF1064  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1064
 FF1064                         *CURRENT SURVEY CONTROL
 FF1064  ___________________________________________________________________
 FF1064* NAD 83(1986)-  35 09 46.     (N)    090 06 59.     (W)     SCALED    
 FF1064* NAVD 88     -        73.692  (meters)     241.77   (feet)  ADJUSTED  
 FF1064  ___________________________________________________________________
 FF1064  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1064  DYNAMIC HT  -          73.626 (meters)     241.55  (feet)  COMP
 FF1064  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FF1064
 FF1064  VERT ORDER  -  FIRST     CLASS I
 FF1064
 FF1064.The horizontal coordinates were scaled from a topographic map and have
 FF1064.an estimated accuracy of +/- 6 seconds.
 FF1064
 FF1064.The orthometric height was determined by differential leveling
 FF1064.and adjusted by the National Geodetic Survey in June 1991..
 FF1064
 FF1064.The geoid height was determined by GEOID03.
 FF1064
 FF1064.The dynamic height is computed by dividing the NAVD 88
 FF1064.geopotential number by the normal gravity value computed on the
 FF1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1064.degrees latitude (g = 980.6199 gals.).
 FF1064
 FF1064.The modeled gravity was interpolated from observed gravity values.
 FF1064
 FF1064;                    North         East    Units  Estimated Accuracy
 FF1064;SPC AR N     -    93,660.      571,590.      MT  (+/- 180 meters Scaled)
 FF1064
 FF1064                          SUPERSEDED SURVEY CONTROL
 FF1064
 FF1064  NGVD 29 (??/??/??)   73.676  (m)          241.72   (f) ADJUSTED    1 1
 FF1064
 FF1064.Superseded values are not recommended for survey control.
 FF1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1064.See file dsdata.txt to determine how the superseded data were derived.
 FF1064
 FF1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU626949(NAD 83)
 FF1064_MARKER: DB = BENCH MARK DISK
 FF1064_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1064_SP_SET: COPPER-CLAD STEEL ROD
 FF1064_STAMPING: A 219 1976
 FF1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1064
 FF1064  HISTORY     - Date     Condition        Report By
 FF1064  HISTORY     - 1976     MONUMENTED       NGS
 FF1064  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF1064
 FF1064                          STATION DESCRIPTION
 FF1064
 FF1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1064'1.4 MI NORTH FROM WEST MEMPHIS.
 FF1064'1.4 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1064'HIGHWAY 55 AT WEST MEMPHIS, 105 FEET NORTHEAST OF A CONCRETE
 FF1064'TELEPHONE BOOTH, 105 FEET EAST OF A TELEPHONE POLE, 125 FEET
 FF1064'SOUTHEAST OF A CATTLE GUARD, 87 FEET NORTHWEST OF THE NORTHWEST
 FF1064'CORNER OF A RAILROAD BRIDGE, 36 FEET NORTH OF THE NORTH RAIL OF
 FF1064'RAILROAD, 11 FEET WEST OF THE CENTER OF LEVEE, AND 2 FEET NORTH
 FF1064'OF A FENCE CROSSING LEVEE.
 FF1064'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 104
 FF1064'FEET.  2 FEET BELOW THE LEVEE.  2 FEET NORTH OF A WITNESS POST.
 FF1064
 FF1064                          STATION RECOVERY (1992)
 FF1064
 FF1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF1064'A SECTION OF COPPER ROD WAS FOUND OUT OF THE GROUND AT THE DESCRIBED
 FF1064'LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0130 ***********************************************************************
 EK0130  DESIGNATION -  A 22
 EK0130  PID         -  EK0130
 EK0130  STATE/COUNTY-  AR/SEVIER
 EK0130  USGS QUAD   -  DE QUEEN (1966)
 EK0130
 EK0130                         *CURRENT SURVEY CONTROL
 EK0130  ___________________________________________________________________
 EK0130* NAD 83(1986)-  34 05 23.     (N)    094 19 59.     (W)     SCALED    
 EK0130* NAVD 88     -       148.220  (meters)     486.29   (feet)  ADJUSTED  
 EK0130  ___________________________________________________________________
 EK0130  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EK0130  DYNAMIC HT  -         148.069 (meters)     485.79  (feet)  COMP
 EK0130  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 EK0130
 EK0130  VERT ORDER  -  FIRST     CLASS II
 EK0130
 EK0130.The horizontal coordinates were scaled from a topographic map and have
 EK0130.an estimated accuracy of +/- 6 seconds.
 EK0130
 EK0130.The orthometric height was determined by differential leveling
 EK0130.and adjusted by the National Geodetic Survey in June 1991..
 EK0130
 EK0130.The geoid height was determined by GEOID03.
 EK0130
 EK0130.The dynamic height is computed by dividing the NAVD 88
 EK0130.geopotential number by the normal gravity value computed on the
 EK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0130.degrees latitude (g = 980.6199 gals.).
 EK0130
 EK0130.The modeled gravity was interpolated from observed gravity values.
 EK0130
 EK0130;                    North         East    Units  Estimated Accuracy
 EK0130;SPC AR S     -   560,290.      184,720.      MT  (+/- 180 meters Scaled)
 EK0130
 EK0130                          SUPERSEDED SURVEY CONTROL
 EK0130
 EK0130  NGVD 29 (??/??/92)  148.195  (m)          486.20   (f) ADJ UNCH    1 2
 EK0130
 EK0130.Superseded values are not recommended for survey control.
 EK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0130.See file dsdata.txt to determine how the superseded data were derived.
 EK0130
 EK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT770729(NAD 83)
 EK0130_MARKER: DB = BENCH MARK DISK
 EK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0130+STABILITY: SURFACE MOTION
 EK0130
 EK0130  HISTORY     - Date     Condition        Report By
 EK0130  HISTORY     - 1932     MONUMENTED       CGS
 EK0130  HISTORY     - 1962     GOOD             NGS
 EK0130
 EK0130                          STATION DESCRIPTION
 EK0130
 EK0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EK0130'3.6 MI N FROM DE QUEEN.
 EK0130'LOCATED AT A COUNTRY ROAD CROSSING, 1950 FEET NORTH OF MILEPOST
 EK0130'430, 67 FEET WEST OF THE WEST RAIL, 18 FEET SOUTH OF THE CENTERLINE
 EK0130'OF THE CROSSING.  NOTE-- 67 FEET WEST OF THE WEST RAIL, ABOUT
 EK0130'20 FEET SOUTHWEST OF CENTERLINE OF ROAD, 16 FEET NORTHWEST OF
 EK0130'A FENCE CORNER, 2 1/2 FEET SOUTH OF A FENCE AND ABOUT 2 INCHES
 EK0130'BELOW THE SURFACE OF THE GROUND.
 EK0130
 EK0130                          STATION RECOVERY (1962)
 EK0130
 EK0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0933 ***********************************************************************
 EH0933  DESIGNATION -  A 220
 EH0933  PID         -  EH0933
 EH0933  STATE/COUNTY-  AR/PHILLIPS
 EH0933  USGS QUAD   -  HELENA (1982)
 EH0933
 EH0933                         *CURRENT SURVEY CONTROL
 EH0933  ___________________________________________________________________
 EH0933* NAD 83(1997)-  34 30 37.28252(N)    090 35 18.21931(W)     ADJUSTED  
 EH0933* NAVD 88     -        62.828  (meters)     206.13   (feet)  ADJUSTED  
 EH0933  ___________________________________________________________________
 EH0933  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 EH0933  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0933  DYNAMIC HT  -          62.767 (meters)     205.93  (feet)  COMP
 EH0933  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 EH0933
 EH0933  HORZ ORDER  -  SECOND
 EH0933  VERT ORDER  -  FIRST     CLASS II
 EH0933
 EH0933.The horizontal coordinates were established by classical geodetic methods
 EH0933.and adjusted by the National Geodetic Survey in September 1999..
 EH0933
 EH0933.The orthometric height was determined by differential leveling
 EH0933.and adjusted by the National Geodetic Survey in June 1991..
 EH0933.WARNING-Repeat measurements at this control monument indicate possible
 EH0933.vertical movement.
 EH0933
 EH0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0933
 EH0933.The geoid height was determined by GEOID03.
 EH0933
 EH0933.The dynamic height is computed by dividing the NAVD 88
 EH0933.geopotential number by the normal gravity value computed on the
 EH0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0933.degrees latitude (g = 980.6199 gals.).
 EH0933
 EH0933.The modeled gravity was interpolated from observed gravity values.
 EH0933
 EH0933;                    North         East     Units Scale Factor Converg.
 EH0933;SPC AR S     -   605,384.733   529,615.596   MT  0.99995288   +0 47 24.2
 EH0933;SPC AR S     - 1,986,166.41  1,737,580.50   sFT  0.99995288   +0 47 24.2
 EH0933;SPC MS W     -   555,586.213   676,579.250   MT  0.99995676   -0 08 40.2
 EH0933;SPC MS W     - 1,822,785.77  2,219,743.76   sFT  0.99995676   -0 08 40.2
 EH0933;UTM  15      - 3,821,386.241   721,389.449   MT  1.00020417   +1 22 00.7
 EH0933
 EH0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0933!SPC AR S     -   0.99999436  x   0.99995288  =   0.99994724
 EH0933!SPC MS W     -   0.99999436  x   0.99995676  =   0.99995112
 EH0933!UTM  15      -   0.99999436  x   1.00020417  =   1.00019853
 EH0933
 EH0933                          SUPERSEDED SURVEY CONTROL
 EH0933
 EH0933  NAD 83(1997)-  34 30 37.28247(N)    090 35 18.21902(W) AD(       ) 2
 EH0933  NAD 83(1997)-  34 30 37.28241(N)    090 35 18.21890(W) AD(       ) 2
 EH0933  NAD 83(1986)-  34 30 37.29061(N)    090 35 18.21846(W) AD(       ) 2
 EH0933  NAD 27      -  34 30 36.92012(N)    090 35 17.83956(W) AD(       ) 2
 EH0933  NGVD 29 (??/??/??)   62.861  (m)          206.24   (f) ADJUSTED    1 2
 EH0933
 EH0933.Superseded values are not recommended for survey control.
 EH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0933.See file dsdata.txt to determine how the superseded data were derived.
 EH0933
 EH0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2138921386(NAD 83)
 EH0933_MARKER: DB = BENCH MARK DISK
 EH0933_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0933+WITH SETTING: INTO GROUND
 EH0933_STAMPING: A 220 1976
 EH0933_MARK LOGO: NGS   
 EH0933_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0933+STABILITY: SURFACE MOTION
 EH0933
 EH0933  HISTORY     - Date     Condition        Report By
 EH0933  HISTORY     - 1976     MONUMENTED       NGS
 EH0933  HISTORY     - 1980     GOOD             NGS
 EH0933  HISTORY     - 1985     GOOD             NGS
 EH0933  HISTORY     - 1987     GOOD             USPSQD
 EH0933  HISTORY     - 20001205 GOOD             NGS
 EH0933
 EH0933                          STATION DESCRIPTION
 EH0933
 EH0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0933'1.3 MI S FROM HELENA.
 EH0933'1.3 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0933'HELENA, 21 FEET SOUTHWEST OF A METAL CATTLE GUARD, AND 1 FOOT EAST OF
 EH0933'MILEPOST 2/3.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH
 EH0933'OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  1 FOOT NORTH OF A
 EH0933'WITNESS POST.
 EH0933
 EH0933                          STATION RECOVERY (1980)
 EH0933
 EH0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH0933'THE STATION IS LOCATED ABOUT 2.4 KILOMETERS (1-1/2 MI)
 EH0933'SOUTH OF THE CENTER OF HELENA, NEAR THE SOUTH EDGE OF TOWN, AND
 EH0933'ATOP THE MAIN LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI
 EH0933'RIVER.  PERMISSION TO USE THE STATION WAS OBTAINED FROM
 EH0933'MR. JAMES C. FRAZIER, ENGINEER, HELENA IMPROVEMENT DISTRICT,
 EH0933'P.O. BOX 236, HELENA, AR 72342.  TELEPHONE NUMBER 501-338-3776.
 EH0933'
 EH0933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49,
 EH0933'49 BUSINESS, AND STATE HIGHWAY 20, ABOUT 1 MILE (1.6 KM)
 EH0933'SOUTH OF HELENA, GO EASTERLY ON U.S. HIGHWAY 49 FOR 0.6 MILE
 EH0933'(0.97 KM) TO A LEVEE, JUST BEFORE REACHING THE HELENA BRIDGE.
 EH0933'TURN LEFT AND GO NORTHERLY ON THE LEVEE ROAD FOR 0.75 MILE
 EH0933'(1.2 KM) TO THE STATION ON THE LEFT, JUST BEFORE REACHING
 EH0933'A CATTLE GUARD.
 EH0933'
 EH0933'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0933'STAMPED---A 220 1976---,
 EH0933'CRIMPED TO THE TOP OF A STEEL ROD, ENCASED IN A 4-INCH PVC
 EH0933'PIPE WITH A CAP FLUSH WITH THE GROUND.
 EH0933'IT IS LOCATED
 EH0933'6.85 METERS SOUTH FROM A FENCE,
 EH0933'6.4 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 EH0933'0.27 METER EAST FROM MILEPOST 2/3, AND
 EH0933'0.27 METER NORTH FROM A METAL WITNESS POST.
 EH0933'
 EH0933'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH0933
 EH0933                          STATION RECOVERY (1985)
 EH0933
 EH0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0933'RECOVERED IN GOOD CONDITION.  NOTE, BENCH MARK IS ABOUT 60.96 METERS
 EH0933'(200.0 FT) NORTH OF A POWERLINE CROSSING OVER THE LEVEE.
 EH0933
 EH0933                          STATION RECOVERY (1987)
 EH0933
 EH0933'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH0933'RECOVERED IN GOOD CONDITION.
 EH0933
 EH0933                          STATION RECOVERY (2000)
 EH0933
 EH0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 EH0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0731 ***********************************************************************
 EH0731  DESIGNATION -  A 221
 EH0731  PID         -  EH0731
 EH0731  STATE/COUNTY-  AR/PHILLIPS
 EH0731  USGS QUAD   -  ELAINE (1982)
 EH0731
 EH0731                         *CURRENT SURVEY CONTROL
 EH0731  ___________________________________________________________________
 EH0731* NAD 83(1986)-  34 16 37.     (N)    090 50 22.     (W)     SCALED    
 EH0731* NAVD 88     -        59.037  (meters)     193.69   (feet)  ADJUSTED  
 EH0731  ___________________________________________________________________
 EH0731  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH0731  DYNAMIC HT  -          58.979 (meters)     193.50  (feet)  COMP
 EH0731  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 EH0731
 EH0731  VERT ORDER  -  FIRST     CLASS II
 EH0731
 EH0731.The horizontal coordinates were scaled from a topographic map and have
 EH0731.an estimated accuracy of +/- 6 seconds.
 EH0731
 EH0731.The orthometric height was determined by differential leveling
 EH0731.and adjusted by the National Geodetic Survey in June 1991..
 EH0731
 EH0731.The geoid height was determined by GEOID03.
 EH0731
 EH0731.The dynamic height is computed by dividing the NAVD 88
 EH0731.geopotential number by the normal gravity value computed on the
 EH0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0731.degrees latitude (g = 980.6199 gals.).
 EH0731
 EH0731.The modeled gravity was interpolated from observed gravity values.
 EH0731
 EH0731;                    North         East    Units  Estimated Accuracy
 EH0731;SPC AR S     -   579,210.      506,860.      MT  (+/- 180 meters Scaled)
 EH0731
 EH0731                          SUPERSEDED SURVEY CONTROL
 EH0731
 EH0731  NGVD 29 (??/??/??)   59.106  (m)          193.92   (f) ADJUSTED    1 2
 EH0731
 EH0731.Superseded values are not recommended for survey control.
 EH0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0731.See file dsdata.txt to determine how the superseded data were derived.
 EH0731
 EH0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT988949(NAD 83)
 EH0731_MARKER: DB = BENCH MARK DISK
 EH0731_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0731+WITH SETTING: INTO GROUND
 EH0731_STAMPING: A 221 1976
 EH0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0731+STABILITY: SURFACE MOTION
 EH0731
 EH0731  HISTORY     - Date     Condition        Report By
 EH0731  HISTORY     - 1976     MONUMENTED       NGS
 EH0731  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH0731
 EH0731                          STATION DESCRIPTION
 EH0731
 EH0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0731'9.45 MI N FROM MELLWOOD.
 EH0731'9.45 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0731'MELLWOOD, AND 28 FEET SOUTH OF THE CENTER LINE OF THE LEVEE.  A DISK
 EH0731'ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A
 EH0731'PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT SOUTH OF A
 EH0731'WITNESS POST.
 EH0731
 EH0731                          STATION RECOVERY (1985)
 EH0731
 EH0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0731'NOT RECOVERED, INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0975 ***********************************************************************
 EH0975  DESIGNATION -  A 222
 EH0975  PID         -  EH0975
 EH0975  STATE/COUNTY-  AR/LEE
 EH0975  USGS QUAD   -  BRICKEYS (1984)
 EH0975
 EH0975                         *CURRENT SURVEY CONTROL
 EH0975  ___________________________________________________________________
 EH0975* NAD 83(1986)-  34 45 55.     (N)    090 32 46.     (W)     SCALED    
 EH0975* NAVD 88     -        65.237  (meters)     214.03   (feet)  ADJUSTED  
 EH0975  ___________________________________________________________________
 EH0975  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0975  DYNAMIC HT  -          65.176 (meters)     213.83  (feet)  COMP
 EH0975  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 EH0975
 EH0975  VERT ORDER  -  FIRST     CLASS II
 EH0975
 EH0975.The horizontal coordinates were scaled from a topographic map and have
 EH0975.an estimated accuracy of +/- 6 seconds.
 EH0975
 EH0975.The orthometric height was determined by differential leveling
 EH0975.and adjusted by the National Geodetic Survey in June 1991..
 EH0975
 EH0975.The geoid height was determined by GEOID03.
 EH0975
 EH0975.The dynamic height is computed by dividing the NAVD 88
 EH0975.geopotential number by the normal gravity value computed on the
 EH0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0975.degrees latitude (g = 980.6199 gals.).
 EH0975
 EH0975.The modeled gravity was interpolated from observed gravity values.
 EH0975
 EH0975;                    North         East    Units  Estimated Accuracy
 EH0975;SPC AR S     -   633,720.      533,100.      MT  (+/- 180 meters Scaled)
 EH0975
 EH0975                          SUPERSEDED SURVEY CONTROL
 EH0975
 EH0975  NGVD 29 (??/??/??)   65.261  (m)          214.11   (f) ADJUSTED    1 2
 EH0975
 EH0975.Superseded values are not recommended for survey control.
 EH0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0975.See file dsdata.txt to determine how the superseded data were derived.
 EH0975
 EH0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU245497(NAD 83)
 EH0975_MARKER: DB = BENCH MARK DISK
 EH0975_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0975+WITH SETTING: INTO GROUND
 EH0975_STAMPING: A 222 1976
 EH0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0975+STABILITY: SURFACE MOTION
 EH0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0975+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0975
 EH0975  HISTORY     - Date     Condition        Report By
 EH0975  HISTORY     - 1976     MONUMENTED       NGS
 EH0975  HISTORY     - 20030318 GOOD             USACE
 EH0975
 EH0975                          STATION DESCRIPTION
 EH0975
 EH0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0975'0.1 MI N FROM WHITEHALL.
 EH0975'0.1 MILE NORTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0975'WHITEHALL, 20 FEET WEST OF THE CENTER LINE OF THE LEVEE, AND 2 FEET
 EH0975'NORTH OF MILEPOST 205/206.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 EH0975'TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET
 EH0975'BELOW LEVEE 1 FOOT SOUTH OF A WITNESS POST.
 EH0975
 EH0975                          STATION RECOVERY (2003)
 EH0975
 EH0975'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0759 ***********************************************************************
 EH0759  DESIGNATION -  A 223
 EH0759  PID         -  EH0759
 EH0759  STATE/COUNTY-  AR/DESHA
 EH0759  USGS QUAD   -  LACONIA (1982)
 EH0759
 EH0759                         *CURRENT SURVEY CONTROL
 EH0759  ___________________________________________________________________
 EH0759* NAD 83(1986)-  34 06 54.     (N)    090 57 50.     (W)     SCALED    
 EH0759* NAVD 88     -        50.055  (meters)     164.22   (feet)  ADJUSTED  
 EH0759  ___________________________________________________________________
 EH0759  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0759  DYNAMIC HT  -          50.006 (meters)     164.06  (feet)  COMP
 EH0759  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 EH0759
 EH0759  VERT ORDER  -  FIRST     CLASS II
 EH0759
 EH0759.The horizontal coordinates were scaled from a topographic map and have
 EH0759.an estimated accuracy of +/- 6 seconds.
 EH0759
 EH0759.The orthometric height was determined by differential leveling
 EH0759.and adjusted by the National Geodetic Survey in June 1991..
 EH0759
 EH0759.The geoid height was determined by GEOID03.
 EH0759
 EH0759.The dynamic height is computed by dividing the NAVD 88
 EH0759.geopotential number by the normal gravity value computed on the
 EH0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0759.degrees latitude (g = 980.6199 gals.).
 EH0759
 EH0759.The modeled gravity was interpolated from observed gravity values.
 EH0759
 EH0759;                    North         East    Units  Estimated Accuracy
 EH0759;SPC AR S     -   561,120.      495,580.      MT  (+/- 180 meters Scaled)
 EH0759
 EH0759                          SUPERSEDED SURVEY CONTROL
 EH0759
 EH0759  NGVD 29 (??/??/??)   50.115  (m)          164.42   (f) ADJUSTED    1 2
 EH0759
 EH0759.Superseded values are not recommended for survey control.
 EH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0759.See file dsdata.txt to determine how the superseded data were derived.
 EH0759
 EH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT877767(NAD 83)
 EH0759_MARKER: DB = BENCH MARK DISK
 EH0759_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0759_SP_SET: 19 FT.
 EH0759_MARK LOGO: NGS   
 EH0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH0759+STABILITY: POSITION/ELEVATION WELL
 EH0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0759+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH0759
 EH0759  HISTORY     - Date     Condition        Report By
 EH0759  HISTORY     - 1976     MONUMENTED       NGS
 EH0759  HISTORY     - 1976     GOOD             NGS
 EH0759  HISTORY     - 1985     GOOD             NGS
 EH0759  HISTORY     - 20001011 GOOD             USE
 EH0759
 EH0759                          STATION DESCRIPTION
 EH0759
 EH0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0759'9.75 MI S FROM MELLWOD.
 EH0759'9.75 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0759'MELLWOOD, 0.25 MILE SOUTH OF A FENCE AND CATTLE GUARD ON LEVEE, 150
 EH0759'FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE, 129 FEET NORTHEAST OF
 EH0759'A FENCE AT THE TOE OF THE LEVEE, AND 129 FEET SOUTHWEST OF MILEPOST
 EH0759'49/50.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 19
 EH0759'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  40 FEET BELOW LEVEE 3
 EH0759'FEET NORTHWEST OF A WITNESS POST.
 EH0759
 EH0759                          STATION RECOVERY (1985)
 EH0759
 EH0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0759'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 39.3 METERS (129.0 FT)
 EH0759'NORTHEAST OF A WITNESS POST IN THE FENCE LINE, 0.31 METERS (1.0 FT)
 EH0759'SOUTH OF A WITNESS POST.  ROD CONTAINS A DATUM POINT ENCASED IN A
 EH0759'1-INCH SLEEVE AND NO STAMPING WAS LOCATED.
 EH0759
 EH0759                          STATION RECOVERY (2000)
 EH0759
 EH0759'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1048 ***********************************************************************
 EH1048  DESIGNATION -  A 224
 EH1048  PID         -  EH1048
 EH1048  STATE/COUNTY-  AR/PHILLIPS
 EH1048  USGS QUAD   -  MARVELL (1971)
 EH1048
 EH1048                         *CURRENT SURVEY CONTROL
 EH1048  ___________________________________________________________________
 EH1048* NAD 83(1986)-  34 33 27.     (N)    090 55 41.     (W)     SCALED    
 EH1048* NAVD 88     -        57.655  (meters)     189.16   (feet)  ADJUSTED  
 EH1048  ___________________________________________________________________
 EH1048  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH1048  DYNAMIC HT  -          57.599 (meters)     188.97  (feet)  COMP
 EH1048  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 EH1048
 EH1048  VERT ORDER  -  FIRST     CLASS II
 EH1048
 EH1048.The horizontal coordinates were scaled from a topographic map and have
 EH1048.an estimated accuracy of +/- 6 seconds.
 EH1048
 EH1048.The orthometric height was determined by differential leveling
 EH1048.and adjusted by the National Geodetic Survey in August 1993..
 EH1048
 EH1048.The geoid height was determined by GEOID03.
 EH1048
 EH1048.The dynamic height is computed by dividing the NAVD 88
 EH1048.geopotential number by the normal gravity value computed on the
 EH1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1048.degrees latitude (g = 980.6199 gals.).
 EH1048
 EH1048.The modeled gravity was interpolated from observed gravity values.
 EH1048
 EH1048;                    North         East    Units  Estimated Accuracy
 EH1048;SPC AR S     -   610,240.      498,370.      MT  (+/- 180 meters Scaled)
 EH1048
 EH1048                          SUPERSEDED SURVEY CONTROL
 EH1048
 EH1048  NAVD 88 (06/15/91)   57.654  (m)          189.15   (f) UNKNOWN     1 2
 EH1048  NGVD 29 (??/??/??)   57.688  (m)          189.26   (f) ADJUSTED    1 2
 EH1048
 EH1048.Superseded values are not recommended for survey control.
 EH1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1048.See file dsdata.txt to determine how the superseded data were derived.
 EH1048
 EH1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU900259(NAD 83)
 EH1048_MARKER: DB = BENCH MARK DISK
 EH1048_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1048_SP_SET: 104 FT.
 EH1048_STAMPING: A 224 1976
 EH1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1048+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2003
 EH1048
 EH1048  HISTORY     - Date     Condition        Report By
 EH1048  HISTORY     - 1976     MONUMENTED       NGS
 EH1048  HISTORY     - 20030306 GOOD             USACE
 EH1048
 EH1048                          STATION DESCRIPTION
 EH1048
 EH1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1048'IN MARVELL.
 EH1048'AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND STATE HIGHWAY 1
 EH1048'AT MARVELL, 62.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 80.8 FEET
 EH1048'SOUTH OF RAILROAD MILEPOST 339, 66.7 FEET SOUTH OF THE SOUTH RAIL OF
 EH1048'THE TRACKS, 4 FEET SOUTH OF A POWER LINE POLE WITH A GUY WIRE, AND
 EH1048'143.5 FEET WEST OF THE SOUTHWEST CHANNEL IRON LEG OF A GRAIN HOPPER. A
 EH1048'DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET
 EH1048'ENCASED IN A PIPE PROJECTING +1 INCHES.  2 FEET BELOW RAIL 8 FEET
 EH1048'NORTH OF A WITNESS POST.
 EH1048
 EH1048                          STATION RECOVERY (2003)
 EH1048
 EH1048'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1445 ***********************************************************************
 EH1445  DESIGNATION -  A 225
 EH1445  PID         -  EH1445
 EH1445  STATE/COUNTY-  AR/DESHA
 EH1445  USGS QUAD   -  SNOW LAKE (1967)
 EH1445
 EH1445                         *CURRENT SURVEY CONTROL
 EH1445  ___________________________________________________________________
 EH1445* NAD 83(1986)-  34 01 57.     (N)    091 04 01.     (W)     SCALED    
 EH1445* NAVD 88     -        49.688  (meters)     163.02   (feet)  ADJUSTED  
 EH1445  ___________________________________________________________________
 EH1445  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH1445  DYNAMIC HT  -          49.639 (meters)     162.86  (feet)  COMP
 EH1445  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 EH1445
 EH1445  VERT ORDER  -  FIRST     CLASS II
 EH1445
 EH1445.The horizontal coordinates were scaled from a topographic map and have
 EH1445.an estimated accuracy of +/- 6 seconds.
 EH1445
 EH1445.The orthometric height was determined by differential leveling
 EH1445.and adjusted by the National Geodetic Survey in June 1991..
 EH1445
 EH1445.The geoid height was determined by GEOID03.
 EH1445
 EH1445.The dynamic height is computed by dividing the NAVD 88
 EH1445.geopotential number by the normal gravity value computed on the
 EH1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1445.degrees latitude (g = 980.6199 gals.).
 EH1445
 EH1445.The modeled gravity was interpolated from observed gravity values.
 EH1445
 EH1445;                    North         East    Units  Estimated Accuracy
 EH1445;SPC AR S     -   551,880.      486,160.      MT  (+/- 180 meters Scaled)
 EH1445
 EH1445                          SUPERSEDED SURVEY CONTROL
 EH1445
 EH1445  NGVD 29 (??/??/??)   49.734  (m)          163.17   (f) ADJUSTED    1 2
 EH1445
 EH1445.Superseded values are not recommended for survey control.
 EH1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1445.See file dsdata.txt to determine how the superseded data were derived.
 EH1445
 EH1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT784674(NAD 83)
 EH1445_MARKER: DB = BENCH MARK DISK
 EH1445_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1445+WITH SETTING: INTO GROUND
 EH1445_STAMPING: A 225 1976
 EH1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1445+STABILITY: SURFACE MOTION
 EH1445
 EH1445  HISTORY     - Date     Condition        Report By
 EH1445  HISTORY     - 1976     MONUMENTED       NGS
 EH1445  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH1445
 EH1445                          STATION DESCRIPTION
 EH1445
 EH1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1445'3.2 MI SW FROM SNOW LAKE.
 EH1445'3.2 MILES SOUTHWEST ALONG THE MISSOURIA PACIFIC RAILROAD FROM THE
 EH1445'CROSSING AT SNOW LAKE, 0.4 MILE NORTHEAST OF STIMSON, 326 FEET
 EH1445'SOUTHWEST OF MILEPOST 372, 280 FEET NORTHEAST OF THE NORTHEAST
 EH1445'CONCRETE ABUTMENT OF A BRIDGE, AND 17.3 FEET SOUTHEAST OF THE
 EH1445'SOUTHEAST RAIL OF RAILROAD.  A DISK ON TOP OF AA COPPER-COATED STEEL
 EH1445'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +3 INCHES.  5
 EH1445'FEET BELOW RAIL 1 FOOT NORTHWEST OF A WITNESS POST.
 EH1445
 EH1445                          STATION RECOVERY (1985)
 EH1445
 EH1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1445'NOT RECOVERED, THE RAILROAD BRIDGE IS GONE, THE RAILROAD BED HAS BEEN
 EH1445'BUILT UP, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1341 ***********************************************************************
 EH1341  DESIGNATION -  A 226
 EH1341  PID         -  EH1341
 EH1341  STATE/COUNTY-  AR/ARKANSAS
 EH1341  USGS QUAD   -  DE WITT (1968)
 EH1341
 EH1341                         *CURRENT SURVEY CONTROL
 EH1341  ___________________________________________________________________
 EH1341* NAD 83(1986)-  34 16 55.     (N)    091 20 31.     (W)     SCALED    
 EH1341* NAVD 88     -        58.380  (meters)     191.53   (feet)  ADJUSTED  
 EH1341  ___________________________________________________________________
 EH1341  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH1341  DYNAMIC HT  -          58.324 (meters)     191.35  (feet)  COMP
 EH1341  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 EH1341
 EH1341  VERT ORDER  -  FIRST     CLASS II
 EH1341
 EH1341.The horizontal coordinates were scaled from a topographic map and have
 EH1341.an estimated accuracy of +/- 6 seconds.
 EH1341
 EH1341.The orthometric height was determined by differential leveling
 EH1341.and adjusted by the National Geodetic Survey in August 1993..
 EH1341
 EH1341.The geoid height was determined by GEOID03.
 EH1341
 EH1341.The dynamic height is computed by dividing the NAVD 88
 EH1341.geopotential number by the normal gravity value computed on the
 EH1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1341.degrees latitude (g = 980.6199 gals.).
 EH1341
 EH1341.The modeled gravity was interpolated from observed gravity values.
 EH1341
 EH1341;                    North         East    Units  Estimated Accuracy
 EH1341;SPC AR S     -   579,350.      460,590.      MT  (+/- 180 meters Scaled)
 EH1341
 EH1341                          SUPERSEDED SURVEY CONTROL
 EH1341
 EH1341  NAVD 88 (06/15/91)   58.339  (m)          191.40   (f) UNKNOWN     1 2
 EH1341  NGVD 29 (??/??/??)   58.406  (m)          191.62   (f) ADJUSTED    1 2
 EH1341
 EH1341.Superseded values are not recommended for survey control.
 EH1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1341.See file dsdata.txt to determine how the superseded data were derived.
 EH1341
 EH1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT526946(NAD 83)
 EH1341_MARKER: DB = BENCH MARK DISK
 EH1341_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1341+WITH SETTING: INTO GROUND
 EH1341_STAMPING: A 226 1976
 EH1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1341+STABILITY: SURFACE MOTION
 EH1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1341+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1341
 EH1341  HISTORY     - Date     Condition        Report By
 EH1341  HISTORY     - 1976     MONUMENTED       NGS
 EH1341  HISTORY     - 20030414 GOOD             USACE
 EH1341
 EH1341                          STATION DESCRIPTION
 EH1341
 EH1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1341'0.9 MI S FROM DEWITT.
 EH1341'0.9 MILE SOUTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE
 EH1341'RAILROAD STATION AT DEWITT, 29 FEET SOUTH OF CENTERLINE OF WEST
 EH1341'THIRTEENTH STREET, 45.6 FEET WEST OF THE WEST RAIL, AND 4 FEET EAST OF
 EH1341'A POWERLINE POLE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH1341'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW
 EH1341'RAIL.
 EH1341
 EH1341                          STATION RECOVERY (2003)
 EH1341
 EH1341'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1341'RAILROAD ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1305 ***********************************************************************
 EH1305  DESIGNATION -  A 227
 EH1305  PID         -  EH1305
 EH1305  STATE/COUNTY-  AR/ARKANSAS
 EH1305  USGS QUAD   -  ARKANSAS POST (1972)
 EH1305
 EH1305                         *CURRENT SURVEY CONTROL
 EH1305  ___________________________________________________________________
 EH1305* NAD 83(1986)-  34 03 13.     (N)    091 22 23.     (W)     SCALED    
 EH1305* NAVD 88     -        54.058  (meters)     177.36   (feet)  ADJUSTED  
 EH1305  ___________________________________________________________________
 EH1305  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EH1305  DYNAMIC HT  -          54.005 (meters)     177.18  (feet)  COMP
 EH1305  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EH1305
 EH1305  VERT ORDER  -  FIRST     CLASS II
 EH1305
 EH1305.The horizontal coordinates were scaled from a topographic map and have
 EH1305.an estimated accuracy of +/- 6 seconds.
 EH1305
 EH1305.The orthometric height was determined by differential leveling
 EH1305.and adjusted by the National Geodetic Survey in June 1991..
 EH1305
 EH1305.The geoid height was determined by GEOID03.
 EH1305
 EH1305.The dynamic height is computed by dividing the NAVD 88
 EH1305.geopotential number by the normal gravity value computed on the
 EH1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1305.degrees latitude (g = 980.6199 gals.).
 EH1305
 EH1305.The modeled gravity was interpolated from observed gravity values.
 EH1305
 EH1305;                    North         East    Units  Estimated Accuracy
 EH1305;SPC AR S     -   554,010.      457,880.      MT  (+/- 180 meters Scaled)
 EH1305
 EH1305                          SUPERSEDED SURVEY CONTROL
 EH1305
 EH1305  NGVD 29 (??/??/??)   54.120  (m)          177.56   (f) ADJUSTED    1 2
 EH1305
 EH1305.Superseded values are not recommended for survey control.
 EH1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1305.See file dsdata.txt to determine how the superseded data were derived.
 EH1305
 EH1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501692(NAD 83)
 EH1305_MARKER: DB = BENCH MARK DISK
 EH1305_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1305_SP_SET: 64 FT.
 EH1305_STAMPING: A 227 1976
 EH1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1305+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003
 EH1305
 EH1305  HISTORY     - Date     Condition        Report By
 EH1305  HISTORY     - 1976     MONUMENTED       NGS
 EH1305  HISTORY     - 20030417 GOOD             USACE
 EH1305
 EH1305                          STATION DESCRIPTION
 EH1305
 EH1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1305'4.45 MI S FROM GILLETT.
 EH1305'4.45 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE
 EH1305'AVENUE, AT THE SOUTHWEST CORNER OF THE JUNCTION OF THE HIGHWAY AND A
 EH1305'BLACKTOP DRIVEWAY LEADING WEST, 71 FEET WEST OF THE CENTER LINE OF THE
 EH1305'HIGHWAY, 21 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 42 FEET
 EH1305'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK AND WHITE FRAME HOUSE,
 EH1305'AND 10 FEET WEST OF A POWERLINE POLE WITH A STREET LAMP AND A GUY
 EH1305'WIRE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 64
 EH1305'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  ABOUT LEVEL WITH
 EH1305'HIGHWAY.
 EH1305
 EH1305                          STATION RECOVERY (2003)
 EH1305
 EH1305'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1394 ***********************************************************************
 EJ1394  DESIGNATION -  A 24
 EJ1394  PID         -  EJ1394
 EJ1394  STATE/COUNTY-  AR/MONTGOMERY
 EJ1394  USGS QUAD   -  NORMAN (1979)
 EJ1394
 EJ1394                         *CURRENT SURVEY CONTROL
 EJ1394  ___________________________________________________________________
 EJ1394* NAD 83(1986)-  34 26 53.     (N)    093 40 33.     (W)     SCALED    
 EJ1394* NAVD 88     -       206.794  (meters)     678.46   (feet)  ADJUSTED  
 EJ1394  ___________________________________________________________________
 EJ1394  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 EJ1394  DYNAMIC HT  -         206.584 (meters)     677.77  (feet)  COMP
 EJ1394  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 EJ1394
 EJ1394  VERT ORDER  -  SECOND    CLASS 0
 EJ1394
 EJ1394.The horizontal coordinates were scaled from a topographic map and have
 EJ1394.an estimated accuracy of +/- 6 seconds.
 EJ1394
 EJ1394.The orthometric height was determined by differential leveling
 EJ1394.and adjusted by the National Geodetic Survey in June 1991..
 EJ1394
 EJ1394.The geoid height was determined by GEOID03.
 EJ1394
 EJ1394.The dynamic height is computed by dividing the NAVD 88
 EJ1394.geopotential number by the normal gravity value computed on the
 EJ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1394.degrees latitude (g = 980.6199 gals.).
 EJ1394
 EJ1394.The modeled gravity was interpolated from observed gravity values.
 EJ1394
 EJ1394;                    North         East    Units  Estimated Accuracy
 EJ1394;SPC AR S     -   598,840.      246,010.      MT  (+/- 180 meters Scaled)
 EJ1394
 EJ1394                          SUPERSEDED SURVEY CONTROL
 EJ1394
 EJ1394  NGVD 29 (??/??/92)  206.75   (m)          678.3    (f) COMPUTED    2 0
 EJ1394
 EJ1394.Superseded values are not recommended for survey control.
 EJ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1394.See file dsdata.txt to determine how the superseded data were derived.
 EJ1394
 EJ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU379120(NAD 83)
 EJ1394_MARKER: DB = BENCH MARK DISK
 EJ1394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1394_SP_SET: CULVERT
 EJ1394_STAMPING: 678.306 A 24 1932
 EJ1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1394
 EJ1394  HISTORY     - Date     Condition        Report By
 EJ1394  HISTORY     - 1932     MONUMENTED       CGS
 EJ1394  HISTORY     - 1961     GOOD             NGS
 EJ1394
 EJ1394                          STATION DESCRIPTION
 EJ1394
 EJ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1394'IN NORMAN.
 EJ1394'AT NORMAN, MONTGOMERY COUNTY, 116 FT SE OF THE MISSOURI PACIFIC
 EJ1394'RAILROAD STATION, AT POLE 483+06, AND IN THE EAST HEAD WALL OF A
 EJ1394'CONCRETE CULVERT.  NOTE-- MARK RECOVERED ON THE NORTHEAST HEADWALL OF
 EJ1394'A CONCRETE CULVERT ABOUT 185 FEET SOUTHEAST OF THE SMALL RAILROAD
 EJ1394'STATION AT NORMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0917 ***********************************************************************
 DK0917  DESIGNATION -  A 240
 DK0917  PID         -  DK0917
 DK0917  STATE/COUNTY-  AR/DESHA
 DK0917  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK0917
 DK0917                         *CURRENT SURVEY CONTROL
 DK0917  ___________________________________________________________________
 DK0917* NAD 83(1986)-  33 37 36.     (N)    091 23 36.     (W)     SCALED    
 DK0917* NAVD 88     -        45.803  (meters)     150.27   (feet)  ADJUSTED  
 DK0917  ___________________________________________________________________
 DK0917  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK0917  DYNAMIC HT  -          45.756 (meters)     150.12  (feet)  COMP
 DK0917  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 DK0917
 DK0917  VERT ORDER  -  FIRST     CLASS II
 DK0917
 DK0917.The horizontal coordinates were scaled from a topographic map and have
 DK0917.an estimated accuracy of +/- 6 seconds.
 DK0917
 DK0917.The orthometric height was determined by differential leveling
 DK0917.and adjusted by the National Geodetic Survey in June 1991..
 DK0917
 DK0917.The geoid height was determined by GEOID03.
 DK0917
 DK0917.The dynamic height is computed by dividing the NAVD 88
 DK0917.geopotential number by the normal gravity value computed on the
 DK0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0917.degrees latitude (g = 980.6199 gals.).
 DK0917
 DK0917.The modeled gravity was interpolated from observed gravity values.
 DK0917
 DK0917;                    North         East    Units  Estimated Accuracy
 DK0917;SPC AR S     -   506,640.      456,290.      MT  (+/- 180 meters Scaled)
 DK0917
 DK0917                          SUPERSEDED SURVEY CONTROL
 DK0917
 DK0917  NGVD 29 (??/??/??)   45.922  (m)          150.66   (f) ADJUSTED    1 2
 DK0917
 DK0917.Superseded values are not recommended for survey control.
 DK0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0917.See file dsdata.txt to determine how the superseded data were derived.
 DK0917
 DK0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT490219(NAD 83)
 DK0917_MARKER: DB = BENCH MARK DISK
 DK0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0917_SP_SET: WALL
 DK0917_STAMPING: A 240 1938
 DK0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0917
 DK0917  HISTORY     - Date     Condition        Report By
 DK0917  HISTORY     - 1938     MONUMENTED       CGS
 DK0917  HISTORY     - 20020607 MARK NOT FOUND   USACE
 DK0917  HISTORY     - 20031022 MARK NOT FOUND   ARHD
 DK0917
 DK0917                          STATION DESCRIPTION
 DK0917
 DK0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DK0917'IN MCGEHEE.
 DK0917'AT MCGEHEE, DESHA COUNTY, AT THE NORTHEAST CORNER OF THE MISSOURI
 DK0917'PACIFIC RAILROAD STATION, IN THE WALL, AND BETWEEN THE FOURTH AND
 DK0917'FIFTH COURSE OF BRICK.  A STANDARD DISK, STAMPED A 240 1938 AND SET
 DK0917'VERTICALLY.
 DK0917
 DK0917                          STATION RECOVERY (2002)
 DK0917
 DK0917'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0917'MARK NOT FOUND.
 DK0917
 DK0917                          STATION RECOVERY (2003)
 DK0917
 DK0917'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DK0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0771 ***********************************************************************
 FF0771  DESIGNATION -  A 242
 FF0771  PID         -  FF0771
 FF0771  STATE/COUNTY-  AR/CRAIGHEAD
 FF0771  USGS QUAD   -  JONESBORO (1983)
 FF0771
 FF0771                         *CURRENT SURVEY CONTROL
 FF0771  ___________________________________________________________________
 FF0771* NAD 83(1986)-  35 48 08.     (N)    090 39 38.     (W)     SCALED    
 FF0771* NAVD 88     -        77.156  (meters)     253.14   (feet)  ADJUSTED  
 FF0771  ___________________________________________________________________
 FF0771  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF0771  DYNAMIC HT  -          77.091 (meters)     252.92  (feet)  COMP
 FF0771  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 FF0771
 FF0771  VERT ORDER  -  FIRST     CLASS II
 FF0771
 FF0771.The horizontal coordinates were scaled from a topographic map and have
 FF0771.an estimated accuracy of +/- 6 seconds.
 FF0771
 FF0771.The orthometric height was determined by differential leveling
 FF0771.and adjusted by the National Geodetic Survey in January 1995..
 FF0771
 FF0771.The geoid height was determined by GEOID03.
 FF0771
 FF0771.The dynamic height is computed by dividing the NAVD 88
 FF0771.geopotential number by the normal gravity value computed on the
 FF0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0771.degrees latitude (g = 980.6199 gals.).
 FF0771
 FF0771.The modeled gravity was interpolated from observed gravity values.
 FF0771
 FF0771;                    North         East    Units  Estimated Accuracy
 FF0771;SPC AR N     -   163,790.      521,060.      MT  (+/- 180 meters Scaled)
 FF0771
 FF0771                          SUPERSEDED SURVEY CONTROL
 FF0771
 FF0771  NAVD 88 (06/15/91)   77.165  (m)          253.17   (f) UNKNOWN     1 2
 FF0771  NGVD 29 (??/??/??)   77.079  (m)          252.88   (f) ADJUSTED    1 2
 FF0771
 FF0771.Superseded values are not recommended for survey control.
 FF0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0771.See file dsdata.txt to determine how the superseded data were derived.
 FF0771
 FF0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV113645(NAD 83)
 FF0771_MARKER: DB = BENCH MARK DISK
 FF0771_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0771_SP_SET: HEADWALL
 FF0771_STAMPING: A 242 1938
 FF0771_MARK LOGO: CGS   
 FF0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0771+STABILITY: SURFACE MOTION
 FF0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0771+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2004
 FF0771
 FF0771  HISTORY     - Date     Condition        Report By
 FF0771  HISTORY     - 1938     MONUMENTED       CGS
 FF0771  HISTORY     - 1956     GOOD             CGS
 FF0771  HISTORY     - 19920322 GOOD             NGS
 FF0771  HISTORY     - 20020816 GOOD             USACE
 FF0771  HISTORY     - 20040126 GOOD             ARHD
 FF0771
 FF0771                          STATION DESCRIPTION
 FF0771
 FF0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0771'1.2 MI SW FROM NETTLETON.
 FF0771'1.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0771'THE STATION AT NETTLETON, 188 FEET SOUTHWEST OF CENTER OF A
 FF0771'DIRT ROAD CROSSING, IN THE TOP OF THE NORTHEAST END OF NORTHWEST
 FF0771'HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT, 7 FEET NORTHWEST
 FF0771'OF NORTHWEST RAIL, 55 FEET NORTHWEST AND ACROSS TRACK FROM
 FF0771'TELEPHONE POLE NO. 239/11, 1 1/2 FEET SOUTHWEST OF NORTHEAST
 FF0771'END OF HEAD WALL AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 FF0771
 FF0771                          STATION RECOVERY (1992)
 FF0771
 FF0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0771'0.4 KM (0.25 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 FF0771'U.S. HIGHWAY 63 BYPASS IN JONESBORO, THENCE 0.8 KM (0.50 MI) EASTERLY
 FF0771'ALONG ROOK ROAD, IN TOP OF AND 0.5 M (1.6 FT) SOUTH OF THE NORTH END
 FF0771'OF THE WEST CONCRETE HEADWALL OF A CULVERT, 55.0 M (180.4 FT) SOUTH
 FF0771'OF THE ROAD CENTER, 2.4 M (7.9 FT) WEST OF THE NEAR RAIL OF THE
 FF0771'MISSOURI PACIFIC RAILROAD, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 FF0771'TRACK.
 FF0771
 FF0771                          STATION RECOVERY (2002)
 FF0771
 FF0771'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0771'RECOVERED IN GOOD CONDITION.
 FF0771
 FF0771                          STATION RECOVERY (2004)
 FF0771
 FF0771'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (DFC)
 FF0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1023 ***********************************************************************
 EJ1023  DESIGNATION -  A 244
 EJ1023  PID         -  EJ1023
 EJ1023  STATE/COUNTY-  AR/GARLAND
 EJ1023  USGS QUAD   -  HAMILTON (1975)
 EJ1023
 EJ1023                         *CURRENT SURVEY CONTROL
 EJ1023  ___________________________________________________________________
 EJ1023* NAD 83(1986)-  34 37 33.     (N)    093 14 42.     (W)     SCALED    
 EJ1023* NAVD 88     -       144.936  (meters)     475.51   (feet)  ADJUSTED  
 EJ1023  ___________________________________________________________________
 EJ1023  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 EJ1023  DYNAMIC HT  -         144.793 (meters)     475.04  (feet)  COMP
 EJ1023  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 EJ1023
 EJ1023  VERT ORDER  -  SECOND    CLASS 0
 EJ1023
 EJ1023.The horizontal coordinates were scaled from a topographic map and have
 EJ1023.an estimated accuracy of +/- 6 seconds.
 EJ1023
 EJ1023.The orthometric height was determined by differential leveling
 EJ1023.and adjusted by the National Geodetic Survey in June 1991..
 EJ1023
 EJ1023.The geoid height was determined by GEOID03.
 EJ1023
 EJ1023.The dynamic height is computed by dividing the NAVD 88
 EJ1023.geopotential number by the normal gravity value computed on the
 EJ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1023.degrees latitude (g = 980.6199 gals.).
 EJ1023
 EJ1023.The modeled gravity was interpolated from observed gravity values.
 EJ1023
 EJ1023;                    North         East    Units  Estimated Accuracy
 EJ1023;SPC AR S     -   618,000.      285,840.      MT  (+/- 180 meters Scaled)
 EJ1023
 EJ1023                          SUPERSEDED SURVEY CONTROL
 EJ1023
 EJ1023  NGVD 29 (??/??/92)  144.912  (m)          475.43   (f) ADJ UNCH    2 0
 EJ1023
 EJ1023.Superseded values are not recommended for survey control.
 EJ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1023.See file dsdata.txt to determine how the superseded data were derived.
 EJ1023
 EJ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU775315(NAD 83)
 EJ1023_MARKER: DB = BENCH MARK DISK
 EJ1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1023_STAMPING: A 244 1939
 EJ1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1023+STABILITY: SURFACE MOTION
 EJ1023
 EJ1023  HISTORY     - Date     Condition        Report By
 EJ1023  HISTORY     - 1939     MONUMENTED       CGS
 EJ1023  HISTORY     - 1944     GOOD             NGS
 EJ1023  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1023
 EJ1023                          STATION DESCRIPTION
 EJ1023
 EJ1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EJ1023'1.9 MI E FROM BLAKELY CAMP.
 EJ1023'1.9 MILES EAST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE 1935
 EJ1023'LOCATION OF BLAKELY CAMP, GARLAND COUNTY, 100 FEET NORTHWEST OF THE
 EJ1023'FIRST RAILROAD CROSSING EAST OF TOWN, 60 FEET NORTH OF THE NORTH RAIL
 EJ1023'OF THE TRACK, AND 30 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A
 EJ1023'STANDARD DISK, STAMPED A 244 1939 AND SET IN THE TOP OF A CONCRETE
 EJ1023'POST.
 EJ1023
 EJ1023                          STATION RECOVERY (1998)
 EJ1023
 EJ1023'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0903 ***********************************************************************
 DK0903  DESIGNATION -  A 245
 DK0903  PID         -  DK0903
 DK0903  STATE/COUNTY-  AR/DESHA
 DK0903  USGS QUAD   -  HALLEY (1981)
 DK0903
 DK0903                         *CURRENT SURVEY CONTROL
 DK0903  ___________________________________________________________________
 DK0903* NAD 83(1986)-  33 35 38.     (N)    091 15 46.     (W)     SCALED    
 DK0903* NAVD 88     -        43.989  (meters)     144.32   (feet)  ADJUSTED  
 DK0903  ___________________________________________________________________
 DK0903  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK0903  DYNAMIC HT  -          43.944 (meters)     144.17  (feet)  COMP
 DK0903  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 DK0903
 DK0903  VERT ORDER  -  FIRST     CLASS II
 DK0903
 DK0903.The horizontal coordinates were scaled from a topographic map and have
 DK0903.an estimated accuracy of +/- 6 seconds.
 DK0903
 DK0903.The orthometric height was determined by differential leveling
 DK0903.and adjusted by the National Geodetic Survey in June 1991..
 DK0903
 DK0903.The geoid height was determined by GEOID03.
 DK0903
 DK0903.The dynamic height is computed by dividing the NAVD 88
 DK0903.geopotential number by the normal gravity value computed on the
 DK0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0903.degrees latitude (g = 980.6199 gals.).
 DK0903
 DK0903.The modeled gravity was interpolated from observed gravity values.
 DK0903
 DK0903;                    North         East    Units  Estimated Accuracy
 DK0903;SPC AR S     -   503,090.      468,430.      MT  (+/- 180 meters Scaled)
 DK0903
 DK0903                          SUPERSEDED SURVEY CONTROL
 DK0903
 DK0903  NGVD 29 (??/??/??)   44.107  (m)          144.71   (f) ADJUSTED    1 2
 DK0903
 DK0903.Superseded values are not recommended for survey control.
 DK0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0903.See file dsdata.txt to determine how the superseded data were derived.
 DK0903
 DK0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT611184(NAD 83)
 DK0903_MARKER: DB = BENCH MARK DISK
 DK0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0903_STAMPING: A 245 1939
 DK0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0903+STABILITY: SURFACE MOTION
 DK0903
 DK0903  HISTORY     - Date     Condition        Report By
 DK0903  HISTORY     - 1939     MONUMENTED       CGS
 DK0903  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0903  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0903
 DK0903                          STATION DESCRIPTION
 DK0903
 DK0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0903'3.1 MI W FROM ARKANSAS CITY.
 DK0903'3.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK0903'ARKANSAS CITY, DESHA COUNTY, AT POLE 417+1/2, AT THE SOUTH END OF A
 DK0903'PLANTATION ROAD, ON THE SOUTH SIDE OF THE COUNTY SHERIFFS FARM, 15
 DK0903'FEET NORTH OF THE NORTH RAIL, AND 10 FEET LOWER THAN THE TRACK.  A
 DK0903'STANDARD DISK, STAMPED A 245 1939 AND SET IN THE TOP OF A CONCRETE
 DK0903'POST.
 DK0903
 DK0903                          STATION RECOVERY (1977)
 DK0903
 DK0903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0903'MARK NOT FOUND.
 DK0903
 DK0903                          STATION RECOVERY (1977)
 DK0903
 DK0903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1138 ***********************************************************************
 FF1138  DESIGNATION -  A 246
 FF1138  PID         -  FF1138
 FF1138  STATE/COUNTY-  AR/JACKSON
 FF1138  USGS QUAD   -  AUVERGNE (1981)
 FF1138
 FF1138                         *CURRENT SURVEY CONTROL
 FF1138  ___________________________________________________________________
 FF1138* NAD 83(1986)-  35 32 31.     (N)    091 10 36.     (W)     SCALED    
 FF1138* NAVD 88     -        67.827  (meters)     222.53   (feet)  ADJUSTED  
 FF1138  ___________________________________________________________________
 FF1138  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF1138  DYNAMIC HT  -          67.768 (meters)     222.34  (feet)  COMP
 FF1138  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 FF1138
 FF1138  VERT ORDER  -  SECOND    CLASS 0
 FF1138
 FF1138.The horizontal coordinates were scaled from a topographic map and have
 FF1138.an estimated accuracy of +/- 6 seconds.
 FF1138
 FF1138.The orthometric height was determined by differential leveling
 FF1138.and adjusted by the National Geodetic Survey in June 1991..
 FF1138
 FF1138.The geoid height was determined by GEOID03.
 FF1138
 FF1138.The dynamic height is computed by dividing the NAVD 88
 FF1138.geopotential number by the normal gravity value computed on the
 FF1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1138.degrees latitude (g = 980.6199 gals.).
 FF1138
 FF1138.The modeled gravity was interpolated from observed gravity values.
 FF1138
 FF1138;                    North         East    Units  Estimated Accuracy
 FF1138;SPC AR N     -   134,400.      474,660.      MT  (+/- 180 meters Scaled)
 FF1138
 FF1138                          SUPERSEDED SURVEY CONTROL
 FF1138
 FF1138  NGVD 29 (??/??/??)   67.763  (m)          222.32   (f) ADJUSTED    2 0
 FF1138
 FF1138.Superseded values are not recommended for survey control.
 FF1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1138.See file dsdata.txt to determine how the superseded data were derived.
 FF1138
 FF1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV652346(NAD 83)
 FF1138_MARKER: DB = BENCH MARK DISK
 FF1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1138_STAMPING: A 246 1938
 FF1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1138+STABILITY: SURFACE MOTION
 FF1138
 FF1138  HISTORY     - Date     Condition        Report By
 FF1138  HISTORY     - 1938     MONUMENTED       CGS
 FF1138  HISTORY     - 1965     MARK NOT FOUND   USGS
 FF1138
 FF1138                          STATION DESCRIPTION
 FF1138
 FF1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1138'4.8 MI W FROM AMAGON.
 FF1138'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FF1138'AT AMAGON, JACKSON COUNTY, THENCE ABOUT 2.3 MILES SOUTH ALONG
 FF1138'STATE HIGHWAY 145, 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FF1138'A FARMHOUSE, AT THE SOUTHEAST CORNER OF A YARD PICKET FENCE,
 FF1138'AND 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 FF1138'DISK, STAMPED A 246 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FF1138
 FF1138                          STATION RECOVERY (1965)
 FF1138
 FF1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FF1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0182 ***********************************************************************
 DL0182  DESIGNATION -  A 247
 DL0182  PID         -  DL0182
 DL0182  STATE/COUNTY-  AR/CALHOUN
 DL0182  USGS QUAD   -  ARTESIAN (1981)
 DL0182
 DL0182                         *CURRENT SURVEY CONTROL
 DL0182  ___________________________________________________________________
 DL0182* NAD 83(1986)-  33 28 08.     (N)    092 25 57.     (W)     SCALED    
 DL0182* NAVD 88     -        44.742  (meters)     146.79   (feet)  ADJUSTED  
 DL0182  ___________________________________________________________________
 DL0182  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DL0182  DYNAMIC HT  -          44.695 (meters)     146.64  (feet)  COMP
 DL0182  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 DL0182
 DL0182  VERT ORDER  -  SECOND    CLASS 0
 DL0182
 DL0182.The horizontal coordinates were scaled from a topographic map and have
 DL0182.an estimated accuracy of +/- 6 seconds.
 DL0182
 DL0182.The orthometric height was determined by differential leveling
 DL0182.and adjusted by the National Geodetic Survey in June 1991..
 DL0182
 DL0182.The geoid height was determined by GEOID03.
 DL0182
 DL0182.The dynamic height is computed by dividing the NAVD 88
 DL0182.geopotential number by the normal gravity value computed on the
 DL0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0182.degrees latitude (g = 980.6199 gals.).
 DL0182
 DL0182.The modeled gravity was interpolated from observed gravity values.
 DL0182
 DL0182;                    North         East    Units  Estimated Accuracy
 DL0182;SPC AR S     -   489,060.      359,800.      MT  (+/- 180 meters Scaled)
 DL0182
 DL0182                          SUPERSEDED SURVEY CONTROL
 DL0182
 DL0182  NGVD 29 (??/??/92)   44.792  (m)          146.96   (f) ADJ UNCH    2 0
 DL0182
 DL0182.Superseded values are not recommended for survey control.
 DL0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0182.See file dsdata.txt to determine how the superseded data were derived.
 DL0182
 DL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT527034(NAD 83)
 DL0182_MARKER: DB = BENCH MARK DISK
 DL0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0182_STAMPING: A 247 1938
 DL0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0182+STABILITY: SURFACE MOTION
 DL0182
 DL0182  HISTORY     - Date     Condition        Report By
 DL0182  HISTORY     - 1938     MONUMENTED       CGS
 DL0182  HISTORY     - 1964     GOOD             NGS
 DL0182
 DL0182                          STATION DESCRIPTION
 DL0182
 DL0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DL0182'3.6 MI S FROM HARRELL.
 DL0182'3.6 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DL0182'FROM THE STATION AT HARRELL, CALHOUN COUNTY, ABOUT 1/4 MILE SOUTH OF A
 DL0182'WOODS-ROAD CROSSING, AT THE SOUTH END OF A LONG WIDE CURVE IN THE
 DL0182'TRACK, 50 FEET WEST OF THE WEST RAIL, AND 2 FEET OUTSIDE THE
 DL0182'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 247 1938 AND SET IN
 DL0182'THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 3 1/2 POLES NORTHEAST OF
 DL0182'MILEPOST 77, 50 FEET WEST OF THE WEST RAIL, 2 FEET WEST OF A FENCE AND
 DL0182'AT THE SOUTHWEST BASE OF A 4 INCH PINE TREE.
 DL0182
 DL0182                          STATION RECOVERY (1964)
 DL0182
 DL0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0699 ***********************************************************************
 FG0699  DESIGNATION -  A 248
 FG0699  PID         -  FG0699
 FG0699  STATE/COUNTY-  AR/VAN BUREN
 FG0699  USGS QUAD   -  SCOTLAND (1965)
 FG0699
 FG0699                         *CURRENT SURVEY CONTROL
 FG0699  ___________________________________________________________________
 FG0699* NAD 83(1986)-  35 33 59.     (N)    092 36 41.     (W)     SCALED    
 FG0699* NAVD 88     -       205.167  (meters)     673.12   (feet)  ADJUSTED  
 FG0699  ___________________________________________________________________
 FG0699  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0699  DYNAMIC HT  -         204.978 (meters)     672.50  (feet)  COMP
 FG0699  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 FG0699
 FG0699  VERT ORDER  -  SECOND    CLASS 0
 FG0699
 FG0699.The horizontal coordinates were scaled from a topographic map and have
 FG0699.an estimated accuracy of +/- 6 seconds.
 FG0699
 FG0699.The orthometric height was determined by differential leveling
 FG0699.and adjusted by the National Geodetic Survey in June 1991..
 FG0699
 FG0699.The geoid height was determined by GEOID03.
 FG0699
 FG0699.The dynamic height is computed by dividing the NAVD 88
 FG0699.geopotential number by the normal gravity value computed on the
 FG0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0699.degrees latitude (g = 980.6199 gals.).
 FG0699
 FG0699.The modeled gravity was interpolated from observed gravity values.
 FG0699
 FG0699;                    North         East    Units  Estimated Accuracy
 FG0699;SPC AR N     -   136,970.      344,580.      MT  (+/- 180 meters Scaled)
 FG0699
 FG0699                          SUPERSEDED SURVEY CONTROL
 FG0699
 FG0699  NGVD 29 (??/??/92)  205.112  (m)          672.94   (f) ADJ UNCH    2 0
 FG0699
 FG0699.Superseded values are not recommended for survey control.
 FG0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0699.See file dsdata.txt to determine how the superseded data were derived.
 FG0699
 FG0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV352359(NAD 83)
 FG0699_MARKER: DB = BENCH MARK DISK
 FG0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0699_STAMPING: A 248 1939
 FG0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0699+STABILITY: SURFACE MOTION
 FG0699
 FG0699  HISTORY     - Date     Condition        Report By
 FG0699  HISTORY     - 1939     MONUMENTED       CGS
 FG0699  HISTORY     - 1963     MARK NOT FOUND   NGS
 FG0699
 FG0699                          STATION DESCRIPTION
 FG0699
 FG0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0699'3.5 MI N FROM SCOTLAND.
 FG0699'3.5 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0699'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 27 FEET EAST OF THE
 FG0699'CENTERLINE OF THE ROAD, AND 14 FEET EAST OF A 15-INCH BLAZED BLACK OAK
 FG0699'TREE.  A STANDARD DISK, STAMPED A 248 1939 AND SET IN THE TOP OF A
 FG0699'CONCRETE POST.  NOTE-- THIS MARK WAS PROBABLY DESTROYED BY ROAD
 FG0699'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0854 ***********************************************************************
 DK0854  DESIGNATION -  A 249
 DK0854  PID         -  DK0854
 DK0854  STATE/COUNTY-  AR/DESHA
 DK0854  USGS QUAD   -  WATSON (1969)
 DK0854
 DK0854                         *CURRENT SURVEY CONTROL
 DK0854  ___________________________________________________________________
 DK0854* NAD 83(1986)-  33 55 00.     (N)    091 19 35.     (W)     SCALED    
 DK0854* NAVD 88     -        47.919  (meters)     157.21   (feet)  ADJUSTED  
 DK0854  ___________________________________________________________________
 DK0854  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK0854  DYNAMIC HT  -          47.871 (meters)     157.06  (feet)  COMP
 DK0854  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 DK0854
 DK0854  VERT ORDER  -  FIRST     CLASS II
 DK0854
 DK0854.The horizontal coordinates were scaled from a topographic map and have
 DK0854.an estimated accuracy of +/- 6 seconds.
 DK0854
 DK0854.The orthometric height was determined by differential leveling
 DK0854.and adjusted by the National Geodetic Survey in June 1991..
 DK0854.WARNING-Repeat measurements at this control monument indicate possible
 DK0854.vertical movement.
 DK0854
 DK0854.The geoid height was determined by GEOID03.
 DK0854
 DK0854.The dynamic height is computed by dividing the NAVD 88
 DK0854.geopotential number by the normal gravity value computed on the
 DK0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0854.degrees latitude (g = 980.6199 gals.).
 DK0854
 DK0854.The modeled gravity was interpolated from observed gravity values.
 DK0854
 DK0854;                    North         East    Units  Estimated Accuracy
 DK0854;SPC AR S     -   538,850.      462,290.      MT  (+/- 180 meters Scaled)
 DK0854
 DK0854                          SUPERSEDED SURVEY CONTROL
 DK0854
 DK0854  NGVD 29 (??/??/??)   47.986  (m)          157.43   (f) ADJUSTED    1 2
 DK0854
 DK0854.Superseded values are not recommended for survey control.
 DK0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0854.See file dsdata.txt to determine how the superseded data were derived.
 DK0854
 DK0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT547541(NAD 83)
 DK0854_MARKER: DB = BENCH MARK DISK
 DK0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0854_STAMPING: A 249 1940
 DK0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0854+STABILITY: SURFACE MOTION
 DK0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0854+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DK0854
 DK0854  HISTORY     - Date     Condition        Report By
 DK0854  HISTORY     - 1940     MONUMENTED       CGS
 DK0854  HISTORY     - 1955     GOOD             CGS
 DK0854  HISTORY     - 1976     GOOD             NGS
 DK0854  HISTORY     - 20020607 GOOD             USACE
 DK0854
 DK0854                          STATION DESCRIPTION
 DK0854
 DK0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0854'5.0 MI W FROM WATSON.
 DK0854'5.0 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 DK0854'RAILROAD STATION AT WATSON, 295 FEET EAST OF A CONCRETE BRIDGE OVER A
 DK0854'CREEK, 78 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 41 FEET
 DK0854'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF THE CENTER
 DK0854'LINE OF A PRIVATE DRIVEWAY, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 DK0854'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 DK0854
 DK0854                          STATION RECOVERY (1976)
 DK0854
 DK0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0854'RECOVERED IN GOOD CONDITION.
 DK0854
 DK0854                          STATION RECOVERY (2002)
 DK0854
 DK0854'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0955 ***********************************************************************
 EJ0955  DESIGNATION -  A 25
 EJ0955  PID         -  EJ0955
 EJ0955  STATE/COUNTY-  AR/YELL
 EJ0955  USGS QUAD   -  PLAINVIEW (1968)
 EJ0955
 EJ0955                         *CURRENT SURVEY CONTROL
 EJ0955  ___________________________________________________________________
 EJ0955* NAD 83(1986)-  34 59 03.     (N)    093 19 47.     (W)     SCALED    
 EJ0955* NAVD 88     -       112.193  (meters)     368.09   (feet)  ADJUSTED  
 EJ0955  ___________________________________________________________________
 EJ0955  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 EJ0955  DYNAMIC HT  -         112.083 (meters)     367.73  (feet)  COMP
 EJ0955  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 EJ0955
 EJ0955  VERT ORDER  -  SECOND    CLASS 0
 EJ0955
 EJ0955.The horizontal coordinates were scaled from a topographic map and have
 EJ0955.an estimated accuracy of +/- 6 seconds.
 EJ0955
 EJ0955.The orthometric height was determined by differential leveling
 EJ0955.and adjusted by the National Geodetic Survey in June 1991..
 EJ0955
 EJ0955.The geoid height was determined by GEOID03.
 EJ0955
 EJ0955.The dynamic height is computed by dividing the NAVD 88
 EJ0955.geopotential number by the normal gravity value computed on the
 EJ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0955.degrees latitude (g = 980.6199 gals.).
 EJ0955
 EJ0955.The modeled gravity was interpolated from observed gravity values.
 EJ0955
 EJ0955;                    North         East    Units  Estimated Accuracy
 EJ0955;SPC AR N     -    73,030.      278,590.      MT  (+/- 180 meters Scaled)
 EJ0955
 EJ0955                          SUPERSEDED SURVEY CONTROL
 EJ0955
 EJ0955  NGVD 29 (??/??/92)  112.150  (m)          367.95   (f) ADJ UNCH    2 0
 EJ0955
 EJ0955.Superseded values are not recommended for survey control.
 EJ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0955.See file dsdata.txt to determine how the superseded data were derived.
 EJ0955
 EJ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU699713(NAD 83)
 EJ0955_MARKER: DB = BENCH MARK DISK
 EJ0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0955_SP_SET: CULVERT
 EJ0955_STAMPING: A-25 1932
 EJ0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0955
 EJ0955  HISTORY     - Date     Condition        Report By
 EJ0955  HISTORY     - 1932     MONUMENTED       CGS
 EJ0955  HISTORY     - 1935     GOOD             NGS
 EJ0955  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ0955
 EJ0955                          STATION DESCRIPTION
 EJ0955
 EJ0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0955'2.2 MI W FROM PLAINVIEW.
 EJ0955'2.2 MILES WEST OF PLAINVIEW, ALONG STATE HWY. NO. 28, FROM HIGH
 EJ0955'SCHOOL.  850 FEET WEST OF Y.K. LIGHTS FARM HOUSE.  425 FEET EAST OF
 EJ0955'WEST WOODEN BRIDGE OVER BROWN CREEK.  11.6 FEET SOUTH OF CENTERLINE OF
 EJ0955'STATE HWY. NO. 28.  BRONZE TABLET SET HORIZONTALLY IN TOP AND CENTER
 EJ0955'OF SOUTH CONCRETE HANDRAIL TO 4X4 FT. CONCRETE BOX CULVERT UNDER
 EJ0955'HIGHWAY.  NOTE-- A NEW CONCRETE BRIDGE AND HIGHWAY WITH A HIGH EARTH
 EJ0955'FILL OF SOME 40 TO 50 FT ABOVE THE ORIGINAL GROUND LEVEL HAS BEEN
 EJ0955'CONSTRUCTED SINCE 1932.
 EJ0955
 EJ0955                          STATION RECOVERY (1968)
 EJ0955
 EJ0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1587 ***********************************************************************
 EH1587  DESIGNATION -  A 250
 EH1587  PID         -  EH1587
 EH1587  STATE/COUNTY-  AR/JEFFERSON
 EH1587  USGS QUAD   -  MOSCOW (1971)
 EH1587
 EH1587                         *CURRENT SURVEY CONTROL
 EH1587  ___________________________________________________________________
 EH1587* NAD 83(1986)-  34 09 09.     (N)    091 47 36.     (W)     SCALED    
 EH1587* NAVD 88     -        58.901  (meters)     193.24   (feet)  ADJUSTED  
 EH1587  ___________________________________________________________________
 EH1587  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH1587  DYNAMIC HT  -          58.844 (meters)     193.06  (feet)  COMP
 EH1587  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 EH1587
 EH1587  VERT ORDER  -  SECOND    CLASS 0
 EH1587
 EH1587.The horizontal coordinates were scaled from a topographic map and have
 EH1587.an estimated accuracy of +/- 6 seconds.
 EH1587
 EH1587.The orthometric height was determined by differential leveling
 EH1587.and adjusted by the National Geodetic Survey in June 1991..
 EH1587
 EH1587.The geoid height was determined by GEOID03.
 EH1587
 EH1587.The dynamic height is computed by dividing the NAVD 88
 EH1587.geopotential number by the normal gravity value computed on the
 EH1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1587.degrees latitude (g = 980.6199 gals.).
 EH1587
 EH1587.The modeled gravity was interpolated from observed gravity values.
 EH1587
 EH1587;                    North         East    Units  Estimated Accuracy
 EH1587;SPC AR S     -   564,820.      419,060.      MT  (+/- 180 meters Scaled)
 EH1587
 EH1587                          SUPERSEDED SURVEY CONTROL
 EH1587
 EH1587  NGVD 29 (??/??/??)   58.986  (m)          193.52   (f) ADJUSTED    2 0
 EH1587
 EH1587.Superseded values are not recommended for survey control.
 EH1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1587.See file dsdata.txt to determine how the superseded data were derived.
 EH1587
 EH1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT112797(NAD 83)
 EH1587_MARKER: DB = BENCH MARK DISK
 EH1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1587_STAMPING: A 250 1940
 EH1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1587+STABILITY: SURFACE MOTION
 EH1587
 EH1587  HISTORY     - Date     Condition        Report By
 EH1587  HISTORY     - 1940     MONUMENTED       CGS
 EH1587  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1587
 EH1587                          STATION DESCRIPTION
 EH1587
 EH1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1587'1.0 MI NE FROM MOSCOW.
 EH1587'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT MOSCOW, PROCEED
 EH1587'NORTHWARD TO INTERSECTION OF U. S. HIGHWAY NO. 65 AND GRAVELED ROAD
 EH1587'TOWARDS LEVEE, GO 0.9 MILE.  TURN RIGHT (NORTHEAST) ONTO GRAVELED
 EH1587'ROAD, GO 0.1 MILE.  BENCH MARK IS 0.1 MILE NORTHEAST OF INTERSECTION
 EH1587'OF U. S. HIGHWAY NO. 65 AND GRAVELED ROAD TOWARDS LEVEE. 0.2 MILE
 EH1587'SOUTHWEST OF STORE AND GAS PUMP OF S. W. BLANKENSHIP.  AT A FENCE
 EH1587'CORNER.  19 FEET TOWARDS FENCE CORNER (SOUTH) FROM CENTER LINE OF
 EH1587'GRAVELED ROAD.  1.5 FEET TOWARDS U. S. HIGHWAY NO. 65 (WEST) FROM
 EH1587'FENCE LINE.  THE MONUMENT PROJECTS ABOUT 5 INCHES.  A 4 X 4 INCH
 EH1587'CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 4 FEET AT 200 DEG
 EH1587'MAGNETIC FROM THE BENCH MARK.
 EH1587
 EH1587                          STATION RECOVERY (1984)
 EH1587
 EH1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1587'NOT RECOVERED, PRESUMED KNOCKED OUT BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0162 ***********************************************************************
 EJ0162  DESIGNATION -  A 251
 EJ0162  PID         -  EJ0162
 EJ0162  STATE/COUNTY-  AR/PULASKI
 EJ0162  USGS QUAD   -  SWEET HOME (1986)
 EJ0162
 EJ0162                         *CURRENT SURVEY CONTROL
 EJ0162  ___________________________________________________________________
 EJ0162* NAD 83(1986)-  34 39 32.     (N)    092 11 56.     (W)     SCALED    
 EJ0162* NAVD 88     -        71.907  (meters)     235.91   (feet)  ADJUSTED  
 EJ0162  ___________________________________________________________________
 EJ0162  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0162  DYNAMIC HT  -          71.839 (meters)     235.69  (feet)  COMP
 EJ0162  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 EJ0162
 EJ0162  VERT ORDER  -  SECOND    CLASS 0
 EJ0162
 EJ0162.The horizontal coordinates were scaled from a topographic map and have
 EJ0162.an estimated accuracy of +/- 6 seconds.
 EJ0162
 EJ0162.The orthometric height was determined by differential leveling
 EJ0162.and adjusted by the National Geodetic Survey in June 1991..
 EJ0162
 EJ0162.The geoid height was determined by GEOID03.
 EJ0162
 EJ0162.The dynamic height is computed by dividing the NAVD 88
 EJ0162.geopotential number by the normal gravity value computed on the
 EJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0162.degrees latitude (g = 980.6199 gals.).
 EJ0162
 EJ0162.The modeled gravity was interpolated from observed gravity values.
 EJ0162
 EJ0162;                    North         East    Units  Estimated Accuracy
 EJ0162;SPC AR S     -   620,990.      381,770.      MT  (+/- 180 meters Scaled)
 EJ0162
 EJ0162                          SUPERSEDED SURVEY CONTROL
 EJ0162
 EJ0162  NGVD 29 (??/??/92)   71.961  (m)          236.09   (f) ADJ UNCH    2 0
 EJ0162
 EJ0162.Superseded values are not recommended for survey control.
 EJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0162.See file dsdata.txt to determine how the superseded data were derived.
 EJ0162
 EJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU734355(NAD 83)
 EJ0162_MARKER: DB = BENCH MARK DISK
 EJ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0162_STAMPING: A 251 1940
 EJ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0162+STABILITY: SURFACE MOTION
 EJ0162
 EJ0162  HISTORY     - Date     Condition        Report By
 EJ0162  HISTORY     - 1940     MONUMENTED       CGS
 EJ0162  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0162  HISTORY     - 198505   MARK NOT FOUND   USGS
 EJ0162
 EJ0162                          STATION DESCRIPTION
 EJ0162
 EJ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0162'4.0 MI SE FROM SWEET HOME.
 EJ0162'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT SWEET HOME, PROCEED
 EJ0162'EASTERLY TOWARDS HARPERS HEADQUARTERS ALONG GRAVELED ROAD, GO 4.0
 EJ0162'MILES.  BENCH MARK IS 0.5 MILE WEST OF HARPERS HEADQUARTERS.  AT FENCE
 EJ0162'CORNER, NEAR EAST END OF AN S CURVE IN ROAD.  17 FEET NORTH OF CENTER
 EJ0162'LINE OF ROAD.  1.5 FEET WEST OF FENCE CORNER.  1 FOOT SOUTH OF FENCE
 EJ0162'LINE.  MONUMENT PROJECTS ABOUT 5 INCHES.  A 4 X 4 INCH CYPRESS POST
 EJ0162'PAINTED WHITE PROJECTING 18 INCHES IS 4 FEET AT 245 DEG MAGNETIC FROM
 EJ0162'BENCH MARK.
 EJ0162
 EJ0162                          STATION RECOVERY (1984)
 EJ0162
 EJ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0162'MARK NOT FOUND.
 EJ0162
 EJ0162                          STATION RECOVERY (1985)
 EJ0162
 EJ0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0602 ***********************************************************************
 EJ0602  DESIGNATION -  A 252
 EJ0602  PID         -  EJ0602
 EJ0602  STATE/COUNTY-  AR/JEFFERSON
 EJ0602  USGS QUAD   -  WRIGHT (1975)
 EJ0602
 EJ0602                         *CURRENT SURVEY CONTROL
 EJ0602  ___________________________________________________________________
 EJ0602* NAD 83(1986)-  34 26 17.     (N)    092 04 34.     (W)     SCALED    
 EJ0602* NAVD 88     -        69.310  (meters)     227.39   (feet)  ADJUSTED  
 EJ0602  ___________________________________________________________________
 EJ0602  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EJ0602  DYNAMIC HT  -          69.244 (meters)     227.18  (feet)  COMP
 EJ0602  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 EJ0602
 EJ0602  VERT ORDER  -  SECOND    CLASS 0
 EJ0602
 EJ0602.The horizontal coordinates were scaled from a topographic map and have
 EJ0602.an estimated accuracy of +/- 6 seconds.
 EJ0602
 EJ0602.The orthometric height was determined by differential leveling
 EJ0602.and adjusted by the National Geodetic Survey in June 1991..
 EJ0602
 EJ0602.The geoid height was determined by GEOID03.
 EJ0602
 EJ0602.The dynamic height is computed by dividing the NAVD 88
 EJ0602.geopotential number by the normal gravity value computed on the
 EJ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0602.degrees latitude (g = 980.6199 gals.).
 EJ0602
 EJ0602.The modeled gravity was interpolated from observed gravity values.
 EJ0602
 EJ0602;                    North         East    Units  Estimated Accuracy
 EJ0602;SPC AR S     -   596,470.      393,010.      MT  (+/- 180 meters Scaled)
 EJ0602
 EJ0602                          SUPERSEDED SURVEY CONTROL
 EJ0602
 EJ0602  NGVD 29 (??/??/92)   69.343  (m)          227.50   (f) ADJ UNCH    2 0
 EJ0602
 EJ0602.Superseded values are not recommended for survey control.
 EJ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0602.See file dsdata.txt to determine how the superseded data were derived.
 EJ0602
 EJ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU848111(NAD 83)
 EJ0602_MARKER: DB = BENCH MARK DISK
 EJ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0602_STAMPING: A 252 1940
 EJ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0602+STABILITY: SURFACE MOTION
 EJ0602
 EJ0602  HISTORY     - Date     Condition        Report By
 EJ0602  HISTORY     - 1940     MONUMENTED       CGS
 EJ0602  HISTORY     - 20020606 MARK NOT FOUND   USACE
 EJ0602
 EJ0602                          STATION DESCRIPTION
 EJ0602
 EJ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0602'0.2 MI N FROM WRIGHT.
 EJ0602'0.2 MILE NORTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0602'WRIGHT, JEFFERSON COUNTY, 0.6 MILE WEST ALONG A DIRT ROAD, AT THE TOE
 EJ0602'OF THE LEVEE, AT THE CORNER FENCE POST OF A CULTIVATED FIELD, 150 FEET
 EJ0602'NORTH OF THE CENTERLINE OF A ROAD LEADING UP A RAMP AND CROSSING THE
 EJ0602'LEVEE, 2 FEET NORTHEAST OF A NORTHWEST-AND-SOUTHEAST FENCE, 1 FOOT
 EJ0602'SOUTHEAST OF A NORTHEAST-AND-SOUTHWEST FENCE, AND 5 FEET SOUTHWEST OF
 EJ0602'A 4 BY 4-INCH WHITE POST PROJECTING 2 FEET ABOVE GROUND. A STANDARD
 EJ0602'DISK, STAMPED A 252 1940 AND SET IN THE TOP OF A CONCRETE POST
 EJ0602'PROJECTING 6 INCHES ABOVE GROUND.
 EJ0602
 EJ0602                          STATION RECOVERY (2002)
 EJ0602
 EJ0602'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EJ0602'THE LEVEE HAS BEEN RELOCATED SINCE 1940.
 EJ0602'LEVEE AT EJ0602 DESCRIPTION IS NOW     N34,26,17.35 W92,04,13.75
 EJ0602'LEVEE AT 0.4 MI. N. OF POST OFFICE WRIGHT ON HWY. 256    N34,26,30.23
 EJ0602'W92,03,58.0
 EJ0602'LEVEE AT 1.2 MI. NE OF POST OFFICE AT WRIGHT ON HWY 256  N34,26,57.90
 EJ0602'W92,03,38.45
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0196 ***********************************************************************
 EJ0196  DESIGNATION -  A 253
 EJ0196  PID         -  EJ0196
 EJ0196  STATE/COUNTY-  AR/PULASKI
 EJ0196  USGS QUAD   -  SWEET HOME (1986)
 EJ0196
 EJ0196                         *CURRENT SURVEY CONTROL
 EJ0196  ___________________________________________________________________
 EJ0196* NAD 83(1986)-  34 42 22.     (N)    092 07 32.     (W)     SCALED    
 EJ0196* NAVD 88     -        75.479  (meters)     247.63   (feet)  ADJUSTED  
 EJ0196  ___________________________________________________________________
 EJ0196  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EJ0196  DYNAMIC HT  -          75.409 (meters)     247.40  (feet)  COMP
 EJ0196  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 EJ0196
 EJ0196  VERT ORDER  -  SECOND    CLASS 0
 EJ0196
 EJ0196.The horizontal coordinates were scaled from a topographic map and have
 EJ0196.an estimated accuracy of +/- 6 seconds.
 EJ0196
 EJ0196.The orthometric height was determined by differential leveling
 EJ0196.and adjusted by the National Geodetic Survey in June 1991..
 EJ0196
 EJ0196.The geoid height was determined by GEOID03.
 EJ0196
 EJ0196.The dynamic height is computed by dividing the NAVD 88
 EJ0196.geopotential number by the normal gravity value computed on the
 EJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0196.degrees latitude (g = 980.6199 gals.).
 EJ0196
 EJ0196.The modeled gravity was interpolated from observed gravity values.
 EJ0196
 EJ0196;                    North         East    Units  Estimated Accuracy
 EJ0196;SPC AR S     -   626,210.      388,500.      MT  (+/- 180 meters Scaled)
 EJ0196
 EJ0196                          SUPERSEDED SURVEY CONTROL
 EJ0196
 EJ0196  NGVD 29 (??/??/92)   75.520  (m)          247.77   (f) ADJ UNCH    2 0
 EJ0196
 EJ0196.Superseded values are not recommended for survey control.
 EJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0196.See file dsdata.txt to determine how the superseded data were derived.
 EJ0196
 EJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU800408(NAD 83)
 EJ0196_MARKER: DB = BENCH MARK DISK
 EJ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0196_STAMPING: A 253 1940
 EJ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0196+STABILITY: SURFACE MOTION
 EJ0196
 EJ0196  HISTORY     - Date     Condition        Report By
 EJ0196  HISTORY     - 1940     MONUMENTED       CGS
 EJ0196  HISTORY     - 198505   MARK NOT FOUND   USGS
 EJ0196
 EJ0196                          STATION DESCRIPTION
 EJ0196
 EJ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0196'6.1 MI E FROM ROSE CITY.
 EJ0196'6.1 MILES EAST ALONG STATE HIGHWAY 30 FROM THE JUNCTION WITH U. S.
 EJ0196'HIGHWAY 70 AT ROSE CITY, PULASKI COUNTY, 0.2 MILE SOUTH ALONG A DIRT
 EJ0196'ROAD LEADING ACROSS THE LEVEE AND THE ST. LOUIS SOUTHWESTERN RAILWAY,
 EJ0196'1.2 MILES WEST ALONG A FARM ROAD PARALLELING THE LEVEE, 2.0 MILES
 EJ0196'SOUTHEAST OF THE BAUCUM STORE, 1.2 MILES SOUTHEAST OF A POINT WHERE
 EJ0196'THE LEVEE TURNS SOUTH FROM THE RAILROAD, 32 FEET SOUTHEAST OF THE
 EJ0196'CENTERLINE OF THE LEVEE, 10 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 EJ0196'A SMALL FARMHOUSE, 2.8 FEET SOUTHEAST OF A YARD CORNER FENCE POST, AND
 EJ0196'7 FEET SOUTHEAST OF A 4 BY 4-INCH WHITE POST PROJECTING 18 INCHES
 EJ0196'ABOVE GROUND.  A STANDARD DISK, STAMPED A 253 1940 AND SET IN THE TOP
 EJ0196'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 EJ0196
 EJ0196                          STATION RECOVERY (1985)
 EJ0196
 EJ0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1108 ***********************************************************************
 FG1108  DESIGNATION -  A 254
 FG1108  PID         -  FG1108
 FG1108  STATE/COUNTY-  AR/LOGAN
 FG1108  USGS QUAD   -  NEW BLAINE (1993)
 FG1108
 FG1108                         *CURRENT SURVEY CONTROL
 FG1108  ___________________________________________________________________
 FG1108* NAD 83(1986)-  35 19 17.     (N)    093 25 46.     (W)     SCALED    
 FG1108* NAVD 88     -       100.455  (meters)     329.58   (feet)  ADJUSTED  
 FG1108  ___________________________________________________________________
 FG1108  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 FG1108  DYNAMIC HT  -         100.360 (meters)     329.26  (feet)  COMP
 FG1108  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FG1108
 FG1108  VERT ORDER  -  SECOND    CLASS 0
 FG1108
 FG1108.The horizontal coordinates were scaled from a topographic map and have
 FG1108.an estimated accuracy of +/- 6 seconds.
 FG1108
 FG1108.The orthometric height was determined by differential leveling
 FG1108.and adjusted by the National Geodetic Survey in June 1991..
 FG1108
 FG1108.The geoid height was determined by GEOID03.
 FG1108
 FG1108.The dynamic height is computed by dividing the NAVD 88
 FG1108.geopotential number by the normal gravity value computed on the
 FG1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1108.degrees latitude (g = 980.6199 gals.).
 FG1108
 FG1108.The modeled gravity was interpolated from observed gravity values.
 FG1108
 FG1108;                    North         East    Units  Estimated Accuracy
 FG1108;SPC AR N     -   110,560.      270,030.      MT  (+/- 180 meters Scaled)
 FG1108
 FG1108                          SUPERSEDED SURVEY CONTROL
 FG1108
 FG1108  NGVD 29 (??/??/92)  100.430  (m)          329.49   (f) ADJ UNCH    2 0
 FG1108
 FG1108.Superseded values are not recommended for survey control.
 FG1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1108.See file dsdata.txt to determine how the superseded data were derived.
 FG1108
 FG1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV609087(NAD 83)
 FG1108_MARKER: DB = BENCH MARK DISK
 FG1108_SETTING: 0 = UNSPECIFIED SETTING
 FG1108_STAMPING: A 254 1940
 FG1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1108
 FG1108  HISTORY     - Date     Condition        Report By
 FG1108  HISTORY     - 1940     MONUMENTED       CGS
 FG1108  HISTORY     - 1959     GOOD             NGS
 FG1108
 FG1108                          STATION DESCRIPTION
 FG1108
 FG1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1108'4.6 MI SE FROM DOUBLIN.
 FG1108'1.0 MILE EAST ALONG A DIRT ROAD FROM DOUBLIN, THENCE 2.0 MILES
 FG1108'SOUTHEAST TO A T-ROAD, AND THENCE 1.6 MILES SOUTH ALONG AN OLD ROAD
 FG1108'LEADING THROUGH THE NARROWS.  NEAR AN OLD FORD ACROSS A CREEK, 160
 FG1108'FEET WEST OF THE CREEKS EDGE AT THE FORD, 55 FEET NORTHEAST OF AN
 FG1108'ABANDONED RAILROAD BED, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD
 FG1108'ROAD, AND 3.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST. NOTE--
 FG1108'THE ROAD THROUGH THE NARROWS HAS BEEN ABANDONED.  IT IS POSSIBLE TO
 FG1108'DRIVE TO THE MARK IN DRY WEATHER BY COMING IN FROM THE WEST AND NORTH.
 FG1108'THE MARK IS BETWEEN THE ABANDONED ROAD AND OLD RAILROAD GRADE AND
 FG1108'JUST NORTH OF A POINT WHERE THE PRIVATE ROAD TURNS OFF THE OLD
 FG1108'RAILROAD GRADE TO GO DOWN TO A FORD ACROSS RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1229 ***********************************************************************
 FG1229  DESIGNATION -  A 255
 FG1229  PID         -  FG1229
 FG1229  STATE/COUNTY-  AR/LOGAN
 FG1229  USGS QUAD   -  PARIS (1993)
 FG1229
 FG1229                         *CURRENT SURVEY CONTROL
 FG1229  ___________________________________________________________________
 FG1229* NAD 83(1986)-  35 22 06.     (N)    093 42 01.     (W)     SCALED    
 FG1229* NAVD 88     -       108.377  (meters)     355.57   (feet)  ADJUSTED  
 FG1229  ___________________________________________________________________
 FG1229  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FG1229  DYNAMIC HT  -         108.276 (meters)     355.24  (feet)  COMP
 FG1229  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 FG1229
 FG1229  VERT ORDER  -  SECOND    CLASS 0
 FG1229
 FG1229.The horizontal coordinates were scaled from a topographic map and have
 FG1229.an estimated accuracy of +/- 6 seconds.
 FG1229
 FG1229.The orthometric height was determined by differential leveling
 FG1229.and adjusted by the National Geodetic Survey in June 1991..
 FG1229
 FG1229.The geoid height was determined by GEOID03.
 FG1229
 FG1229.The dynamic height is computed by dividing the NAVD 88
 FG1229.geopotential number by the normal gravity value computed on the
 FG1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1229.degrees latitude (g = 980.6199 gals.).
 FG1229
 FG1229.The modeled gravity was interpolated from observed gravity values.
 FG1229
 FG1229;                    North         East    Units  Estimated Accuracy
 FG1229;SPC AR N     -   116,160.      245,500.      MT  (+/- 180 meters Scaled)
 FG1229
 FG1229                          SUPERSEDED SURVEY CONTROL
 FG1229
 FG1229  NGVD 29 (??/??/92)  108.33   (m)          355.4    (f) COMPUTED    2 0
 FG1229
 FG1229.Superseded values are not recommended for survey control.
 FG1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1229.See file dsdata.txt to determine how the superseded data were derived.
 FG1229
 FG1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV363141(NAD 83)
 FG1229_MARKER: DB = BENCH MARK DISK
 FG1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1229_STAMPING: A 255 1940
 FG1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1229+STABILITY: SURFACE MOTION
 FG1229
 FG1229  HISTORY     - Date     Condition        Report By
 FG1229  HISTORY     - 1940     MONUMENTED       CGS
 FG1229  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1229
 FG1229                          STATION DESCRIPTION
 FG1229
 FG1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FG1229'IN KALAMAZOO.
 FG1229'BENCH MARK IS AT CORNER OF GARDEN.  88 FEET SOUTHWEST ACROSS GRAVELED
 FG1229'ROAD FROM SOUTHWEST CORNER OF THE COTTON GIN BELONGING TO T. R. SMITH
 FG1229'JR.  20 FEET SOUTH OF CENTER LINE OF GRAVELED ROAD.  26 FEET NORTHEAST
 FG1229'OF NORTHEAST CORNER OF AN UNPAINTED WOODEN HOUSE.  3 FEET SOUTH OF
 FG1229'CORNER POST OF GARDEN FENCE.  1 FOOT WEST OF FENCE. MOUNUMENT PROJECTS
 FG1229'ABOUT 5 INCHES.  NOTE-NO BUILDINGS REMAIN AT KALAMAZOO AND THE FORMER
 FG1229'SITE OF THE MARK IS NOW UNDER CULTIVATION.
 FG1229
 FG1229                          STATION RECOVERY (1959)
 FG1229
 FG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0202 ***********************************************************************
 FH0202  DESIGNATION -  A 257
 FH0202  PID         -  FH0202
 FH0202  STATE/COUNTY-  AR/SEBASTIAN
 FH0202  USGS QUAD   -  BARLING (1987)
 FH0202
 FH0202                         *CURRENT SURVEY CONTROL
 FH0202  ___________________________________________________________________
 FH0202* NAD 83(1986)-  35 19 14.     (N)    094 17 17.     (W)     SCALED    
 FH0202* NAVD 88     -       123.105  (meters)     403.89   (feet)  ADJUSTED  
 FH0202  ___________________________________________________________________
 FH0202  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FH0202  DYNAMIC HT  -         122.988 (meters)     403.50  (feet)  COMP
 FH0202  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FH0202
 FH0202  VERT ORDER  -  SECOND    CLASS 0
 FH0202
 FH0202.The horizontal coordinates were scaled from a topographic map and have
 FH0202.an estimated accuracy of +/- 6 seconds.
 FH0202
 FH0202.The orthometric height was determined by differential leveling
 FH0202.and adjusted by the National Geodetic Survey in June 1991..
 FH0202
 FH0202.The geoid height was determined by GEOID03.
 FH0202
 FH0202.The dynamic height is computed by dividing the NAVD 88
 FH0202.geopotential number by the normal gravity value computed on the
 FH0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0202.degrees latitude (g = 980.6199 gals.).
 FH0202
 FH0202.The modeled gravity was interpolated from observed gravity values.
 FH0202
 FH0202;                    North         East    Units  Estimated Accuracy
 FH0202;SPC AR N     -   111,940.      191,980.      MT  (+/- 180 meters Scaled)
 FH0202
 FH0202                          SUPERSEDED SURVEY CONTROL
 FH0202
 FH0202  NGVD 29 (??/??/92)  123.00   (m)          403.5    (f) COMPUTED    2 0
 FH0202
 FH0202.Superseded values are not recommended for survey control.
 FH0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0202.See file dsdata.txt to determine how the superseded data were derived.
 FH0202
 FH0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV829093(NAD 83)
 FH0202_MARKER: DB = BENCH MARK DISK
 FH0202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0202_SP_SET: BRIDGE
 FH0202_STAMPING: A 257 1940
 FH0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0202
 FH0202  HISTORY     - Date     Condition        Report By
 FH0202  HISTORY     - 1940     MONUMENTED       CGS
 FH0202  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0202  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0202
 FH0202                          STATION DESCRIPTION
 FH0202
 FH0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0202'0.8 MI E FROM BARLING.
 FH0202'TO REACH FROM THE BARLING GRAMMAR SCHOOL, PROCEED EAST ON STATE
 FH0202'HIGHWAY NO. 22, GO 0.8 MILE.  BENCH MARK IS 108 FEET NORTH OF
 FH0202'CENTER LINE OF INTERSECTION OF HIGHWAY NO. 22 AND MISSOURI
 FH0202'PACIFIC RAILROAD TRACK, 11.8 FEET WEST OF CENTER LINE OF HIGHWAY,
 FH0202'SET HORIZONTALLY AND FLUSH IN TOP OF SOUTHWEST WINGWALL OF CONCRETE
 FH0202'HIGHWAY BRIDGE.  NOTE-- REPORTED IN APRIL 1946 THAT A BOARD WALK
 FH0202'HAS BEEN CONSTRUCTED ON THE SOUTHWEST SIDE OF THE BRIDGE-- THE
 FH0202'MARK IS PARTLY COVERED BY 6- BY 6 INCH TIMBER.  TO FIND THE BENCH
 FH0202'MARK REMOVE THE THIRD FLOOR PLANK FROM THE BRIDGE SIDE.
 FH0202
 FH0202                          STATION RECOVERY (1959)
 FH0202
 FH0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0202'MARK NOT FOUND.
 FH0202
 FH0202                          STATION RECOVERY (1984)
 FH0202
 FH0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0202'SEARCHED FOR BUT NOT RECOVERED, PROBABLY BECAUSE THE BRIDGE WAS
 FH0202'CONSTRUCTED IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1150 ***********************************************************************
 DL1150  DESIGNATION -  A 258
 DL1150  PID         -  DL1150
 DL1150  STATE/COUNTY-  AR/MILLER
 DL1150  USGS QUAD   -  GARLAND (1975)
 DL1150
 DL1150                         *CURRENT SURVEY CONTROL
 DL1150  ___________________________________________________________________
 DL1150* NAD 83(1986)-  33 21 38.     (N)    093 42 54.     (W)     SCALED    
 DL1150* NAVD 88     -        71.536  (meters)     234.70   (feet)  ADJUSTED  
 DL1150  ___________________________________________________________________
 DL1150  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1150  DYNAMIC HT  -          71.459 (meters)     234.45  (feet)  COMP
 DL1150  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DL1150
 DL1150  VERT ORDER  -  FIRST     CLASS I
 DL1150
 DL1150.The horizontal coordinates were scaled from a topographic map and have
 DL1150.an estimated accuracy of +/- 6 seconds.
 DL1150
 DL1150.The orthometric height was determined by differential leveling
 DL1150.and adjusted by the National Geodetic Survey in June 1991..
 DL1150
 DL1150.The geoid height was determined by GEOID03.
 DL1150
 DL1150.The dynamic height is computed by dividing the NAVD 88
 DL1150.geopotential number by the normal gravity value computed on the
 DL1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1150.degrees latitude (g = 980.6199 gals.).
 DL1150
 DL1150.The modeled gravity was interpolated from observed gravity values.
 DL1150
 DL1150;                    North         East    Units  Estimated Accuracy
 DL1150;SPC AR S     -   478,300.      240,390.      MT  (+/- 180 meters Scaled)
 DL1150
 DL1150                          SUPERSEDED SURVEY CONTROL
 DL1150
 DL1150  NGVD 29 (??/??/??)   71.567  (m)          234.80   (f) ADJUSTED    1 1
 DL1150
 DL1150.Superseded values are not recommended for survey control.
 DL1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1150.See file dsdata.txt to determine how the superseded data were derived.
 DL1150
 DL1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS334914(NAD 83)
 DL1150_MARKER: DB = BENCH MARK DISK
 DL1150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1150_SP_SET: CONCRETE BASE
 DL1150_STAMPING: A 258 1977
 DL1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1150
 DL1150  HISTORY     - Date     Condition        Report By
 DL1150  HISTORY     - 1977     MONUMENTED       NGS
 DL1150  HISTORY     - 20040624 MARK NOT FOUND   ARHD
 DL1150
 DL1150                          STATION DESCRIPTION
 DL1150
 DL1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1150'IN GARLAND.
 DL1150'AT GARLAND, 0.3 MILE NORTHWEST ALONG US HIGHWAY 82 FROM THE JUNCTION
 DL1150'OF STATE HIGHWAY 134, SET IN THE NORTHEAST CORNER OF A CONCRETE BASE
 DL1150'FOR THE FLAGPOLE AT THE GARLAND ELEMENTARY SCHOOL.
 DL1150
 DL1150                          STATION RECOVERY (2004)
 DL1150
 DL1150'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 DL1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1123 ***********************************************************************
 DL1123  DESIGNATION -  A 259
 DL1123  PID         -  DL1123
 DL1123  STATE/COUNTY-  AR/MILLER
 DL1123  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1123
 DL1123                         *CURRENT SURVEY CONTROL
 DL1123  ___________________________________________________________________
 DL1123* NAD 83(1986)-  33 10 12.     (N)    093 48 21.     (W)     SCALED    
 DL1123* NAVD 88     -        64.078  (meters)     210.23   (feet)  ADJUSTED  
 DL1123  ___________________________________________________________________
 DL1123  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1123  DYNAMIC HT  -          64.009 (meters)     210.00  (feet)  COMP
 DL1123  MODELED GRAV-     979,552.2   (mgal)                       NAVD 88
 DL1123
 DL1123  VERT ORDER  -  FIRST     CLASS I
 DL1123
 DL1123.The horizontal coordinates were scaled from a topographic map and have
 DL1123.an estimated accuracy of +/- 6 seconds.
 DL1123
 DL1123.The orthometric height was determined by differential leveling
 DL1123.and adjusted by the National Geodetic Survey in June 1991..
 DL1123
 DL1123.The geoid height was determined by GEOID03.
 DL1123
 DL1123.The dynamic height is computed by dividing the NAVD 88
 DL1123.geopotential number by the normal gravity value computed on the
 DL1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1123.degrees latitude (g = 980.6199 gals.).
 DL1123
 DL1123.The modeled gravity was interpolated from observed gravity values.
 DL1123
 DL1123;                    North         East    Units  Estimated Accuracy
 DL1123;SPC AR S     -   457,310.      231,570.      MT  (+/- 180 meters Scaled)
 DL1123
 DL1123                          SUPERSEDED SURVEY CONTROL
 DL1123
 DL1123  NGVD 29 (??/??/??)   64.107  (m)          210.32   (f) ADJUSTED    1 1
 DL1123
 DL1123.Superseded values are not recommended for survey control.
 DL1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1123.See file dsdata.txt to determine how the superseded data were derived.
 DL1123
 DL1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS248704(NAD 83)
 DL1123_MARKER: DB = BENCH MARK DISK
 DL1123_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1123+WITH SETTING: INTO GROUND
 DL1123_SP_SET: METAL ROD WITH BASE PLATE
 DL1123_STAMPING: A 259 1977
 DL1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1123+STABILITY: SURFACE MOTION
 DL1123
 DL1123  HISTORY     - Date     Condition        Report By
 DL1123  HISTORY     - 1977     MONUMENTED       NGS
 DL1123
 DL1123                          STATION DESCRIPTION
 DL1123
 DL1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1123'11.2 MI NE FROM DODDRIDGE.
 DL1123'4.4 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1123'STATE HIGHWAY 160 AT DODDRIDGE, THENCE 3.6 MILES NORTHEAST ON
 DL1123'GRAVEL ROAD TO A ASPHALT ROAD, THENCE 3.2 MILES NORTHEAST
 DL1123'CROSSING BELOH BRIDGE OVER MCKINNEY BAYOU TO WHERE ROAD CROSSES
 DL1123'LEVEE, ALSO THIS MARK CAN BE REACHED BY GOING 0.75 MILE SOUTH
 DL1123'ALONG GRAVEL ROAD FROM THE WEST TRACK BAPTIST CHURCH, WHICH IS
 DL1123'LOCATED ABOUT 10 MILES SOUTHWEST OF GARLAND, THENCE 3.9 MILES
 DL1123'EAST AND SOUTHEAST ON GRAVEL ROAD TO A T INTERSECTION, THENCE
 DL1123'6.05 MILES SOUTH AND WEST ON GRAVEL ROAD TO A T INTERSECTION,
 DL1123'THENCE 3.0 MILES SOUTH AND WEST ON GRAVEL ROAD, 115 FEET SOUTH-
 DL1123'WEST OF THE CENTER OF TOP OF LEVEE AND ROAD CROSSING, 38 FEET
 DL1123'SOUTH OF CENTER OF ROAD, AND 21 FEET SOUTH OF A FENCE BY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0282 ***********************************************************************
 GE0282  DESIGNATION -  A 26
 GE0282  PID         -  GE0282
 GE0282  STATE/COUNTY-  AR/RANDOLPH
 GE0282  USGS QUAD   -  POCAHONTAS (1981)
 GE0282
 GE0282                         *CURRENT SURVEY CONTROL
 GE0282  ___________________________________________________________________
 GE0282* NAD 83(1986)-  36 16 33.     (N)    090 57 10.     (W)     SCALED    
 GE0282* NAVD 88     -        81.587  (meters)     267.67   (feet)  ADJUSTED  
 GE0282  ___________________________________________________________________
 GE0282  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GE0282  DYNAMIC HT  -          81.521 (meters)     267.46  (feet)  COMP
 GE0282  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 GE0282
 GE0282  VERT ORDER  -  FIRST     CLASS II
 GE0282
 GE0282.The horizontal coordinates were scaled from a topographic map and have
 GE0282.an estimated accuracy of +/- 6 seconds.
 GE0282
 GE0282.The orthometric height was determined by differential leveling
 GE0282.and adjusted by the National Geodetic Survey in June 1991..
 GE0282
 GE0282.The geoid height was determined by GEOID03.
 GE0282
 GE0282.The dynamic height is computed by dividing the NAVD 88
 GE0282.geopotential number by the normal gravity value computed on the
 GE0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0282.degrees latitude (g = 980.6199 gals.).
 GE0282
 GE0282.The modeled gravity was interpolated from observed gravity values.
 GE0282
 GE0282;                    North         East    Units  Estimated Accuracy
 GE0282;SPC AR N     -   216,010.      494,090.      MT  (+/- 180 meters Scaled)
 GE0282
 GE0282                          SUPERSEDED SURVEY CONTROL
 GE0282
 GE0282  NGVD 29 (??/??/92)   81.524  (m)          267.47   (f) ADJ UNCH    1 2
 GE0282
 GE0282.Superseded values are not recommended for survey control.
 GE0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0282.See file dsdata.txt to determine how the superseded data were derived.
 GE0282
 GE0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA838164(NAD 83)
 GE0282_MARKER: DB = BENCH MARK DISK
 GE0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0282_STAMPING: 267.473 A 26 1932
 GE0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0282+STABILITY: SURFACE MOTION
 GE0282
 GE0282  HISTORY     - Date     Condition        Report By
 GE0282  HISTORY     - 1932     MONUMENTED       CGS
 GE0282  HISTORY     - 1934     GOOD             NGS
 GE0282  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0282
 GE0282                          STATION DESCRIPTION
 GE0282
 GE0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0282'1.3 MI NE FROM POCAHONTAS.
 GE0282'1.3 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0282'FROM THE STATION AT POCAHONTAS, RANDOLPH COUNTY, 0.3 MILES
 GE0282'NORTHEAST OF MILEPOST 244, 35 FEET SOUTHEAST OF THE TRACK, AND
 GE0282'15 FEET NORTHEAST OF THE GATE TO A FIELD.  A STANDARD DISK,
 GE0282'STAMPED 267.473 A 26 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0282
 GE0282                          STATION RECOVERY (2002)
 GE0282
 GE0282'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1179 ***********************************************************************
 DL1179  DESIGNATION -  A 260
 DL1179  PID         -  DL1179
 DL1179  STATE/COUNTY-  AR/MILLER
 DL1179  USGS QUAD   -  FULTON (1975)
 DL1179
 DL1179                         *CURRENT SURVEY CONTROL
 DL1179  ___________________________________________________________________
 DL1179* NAD 83(1986)-  33 33 09.     (N)    093 52 20.     (W)     SCALED    
 DL1179* NAVD 88     -        79.996  (meters)     262.45   (feet)  ADJUSTED  
 DL1179  ___________________________________________________________________
 DL1179  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DL1179  DYNAMIC HT  -          79.912 (meters)     262.18  (feet)  COMP
 DL1179  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 DL1179
 DL1179  VERT ORDER  -  FIRST     CLASS I
 DL1179
 DL1179.The horizontal coordinates were scaled from a topographic map and have
 DL1179.an estimated accuracy of +/- 6 seconds.
 DL1179
 DL1179.The orthometric height was determined by differential leveling
 DL1179.and adjusted by the National Geodetic Survey in June 1991..
 DL1179
 DL1179.The geoid height was determined by GEOID03.
 DL1179
 DL1179.The dynamic height is computed by dividing the NAVD 88
 DL1179.geopotential number by the normal gravity value computed on the
 DL1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1179.degrees latitude (g = 980.6199 gals.).
 DL1179
 DL1179.The modeled gravity was interpolated from observed gravity values.
 DL1179
 DL1179;                    North         East    Units  Estimated Accuracy
 DL1179;SPC AR S     -   499,840.      226,150.      MT  (+/- 180 meters Scaled)
 DL1179
 DL1179                          SUPERSEDED SURVEY CONTROL
 DL1179
 DL1179  NGVD 29 (??/??/??)   80.010  (m)          262.50   (f) ADJUSTED    1 1
 DL1179
 DL1179.Superseded values are not recommended for survey control.
 DL1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1179.See file dsdata.txt to determine how the superseded data were derived.
 DL1179
 DL1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT190128(NAD 83)
 DL1179_MARKER: DB = BENCH MARK DISK
 DL1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1179_SP_SET: BOX CULVERT
 DL1179_STAMPING: A 260 1977
 DL1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1179
 DL1179  HISTORY     - Date     Condition        Report By
 DL1179  HISTORY     - 1977     MONUMENTED       NGS
 DL1179
 DL1179                          STATION DESCRIPTION
 DL1179
 DL1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1179'5.4 MI SW FROM FULTON.
 DL1179'1.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END
 DL1179'OF THE BRIDGE OVER RED RIVER AT FULTON, THENCE 1.1 MILE SOUTHWEST
 DL1179'ALONG LEVEE, THENCE 0.1 MILE SOUTHEAST TO US HIGHWAY 67, THENCE
 DL1179'2.4 MILES SOUTHWEST ALONG US HMGHWAY 67, SET IN THE TOP OF THE
 DL1179'SOUTHWEST HEADWALL OF A BOX CULVERT, AND 26 FEET SOUTHWEST OF THE
 DL1179'CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1180 ***********************************************************************
 DL1180  DESIGNATION -  A 261
 DL1180  PID         -  DL1180
 DL1180  STATE/COUNTY-  AR/MILLER
 DL1180  USGS QUAD   -  HOMAN (1975)
 DL1180
 DL1180                         *CURRENT SURVEY CONTROL
 DL1180  ___________________________________________________________________
 DL1180* NAD 83(1986)-  33 32 35.     (N)    093 53 12.     (W)     SCALED    
 DL1180* NAVD 88     -        81.750  (meters)     268.21   (feet)  ADJUSTED  
 DL1180  ___________________________________________________________________
 DL1180  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL1180  DYNAMIC HT  -          81.664 (meters)     267.93  (feet)  COMP
 DL1180  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 DL1180
 DL1180  VERT ORDER  -  FIRST     CLASS I
 DL1180
 DL1180.The horizontal coordinates were scaled from a topographic map and have
 DL1180.an estimated accuracy of +/- 6 seconds.
 DL1180
 DL1180.The orthometric height was determined by differential leveling
 DL1180.and adjusted by the National Geodetic Survey in June 1991..
 DL1180
 DL1180.The geoid height was determined by GEOID03.
 DL1180
 DL1180.The dynamic height is computed by dividing the NAVD 88
 DL1180.geopotential number by the normal gravity value computed on the
 DL1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1180.degrees latitude (g = 980.6199 gals.).
 DL1180
 DL1180.The modeled gravity was interpolated from observed gravity values.
 DL1180
 DL1180;                    North         East    Units  Estimated Accuracy
 DL1180;SPC AR S     -   498,820.      224,790.      MT  (+/- 180 meters Scaled)
 DL1180
 DL1180                          SUPERSEDED SURVEY CONTROL
 DL1180
 DL1180  NGVD 29 (??/??/??)   81.764  (m)          268.25   (f) ADJUSTED    1 1
 DL1180
 DL1180.Superseded values are not recommended for survey control.
 DL1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1180.See file dsdata.txt to determine how the superseded data were derived.
 DL1180
 DL1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT176118(NAD 83)
 DL1180_MARKER: DB = BENCH MARK DISK
 DL1180_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1180_SP_SET: COPPER-CLAD STEEL ROD
 DL1180_STAMPING: A 261 1977
 DL1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1180
 DL1180  HISTORY     - Date     Condition        Report By
 DL1180  HISTORY     - 1977     MONUMENTED       NGS
 DL1180
 DL1180                          STATION DESCRIPTION
 DL1180
 DL1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1180'6.5 MI SW FROM FULTON.
 DL1180'1.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END OF
 DL1180'THE BRIDGE OVER THE RED RIVER, THENCE 1.1 MILE SOUTHWEST ALONG LEVEE
 DL1180'THENCE 0.1 MILE SOUTHEAST TO US HIGHWAY 67, THENCE 3.5 MILES SOUTH-
 DL1180'WEST ALONG US HIGHWAY 67 TO A BRICK STORE ON THE NORTHWEST SIDE OF
 DL1180'THE HIGHWAY, 84 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 35 FEET
 DL1180'SOUTHWEST OF A FENCE CORNER, 15 FEET NORTHEAST OF THE NORTHEAST
 DL1180'CORNER OF BRICK STORE, AND 4 FEET NORTHWEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0080 ***********************************************************************
 GG0080  DESIGNATION -  A 27
 GG0080  PID         -  GG0080
 GG0080  STATE/COUNTY-  AR/WASHINGTON
 GG0080  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0080
 GG0080                         *CURRENT SURVEY CONTROL
 GG0080  ___________________________________________________________________
 GG0080* NAD 83(1986)-  36 07 00.     (N)    094 09 50.     (W)     SCALED    
 GG0080* NAVD 88     -       365.349  (meters)    1198.65   (feet)  ADJUSTED  
 GG0080  ___________________________________________________________________
 GG0080  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0080  DYNAMIC HT  -         365.021 (meters)    1197.57  (feet)  COMP
 GG0080  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GG0080
 GG0080  VERT ORDER  -  FIRST     CLASS II
 GG0080
 GG0080.The horizontal coordinates were scaled from a topographic map and have
 GG0080.an estimated accuracy of +/- 6 seconds.
 GG0080
 GG0080.The orthometric height was determined by differential leveling
 GG0080.and adjusted by the National Geodetic Survey in June 1991..
 GG0080
 GG0080.The geoid height was determined by GEOID03.
 GG0080
 GG0080.The dynamic height is computed by dividing the NAVD 88
 GG0080.geopotential number by the normal gravity value computed on the
 GG0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0080.degrees latitude (g = 980.6199 gals.).
 GG0080
 GG0080.The modeled gravity was interpolated from observed gravity values.
 GG0080
 GG0080;                    North         East    Units  Estimated Accuracy
 GG0080;SPC AR N     -   199,990.      205,200.      MT  (+/- 180 meters Scaled)
 GG0080
 GG0080                          SUPERSEDED SURVEY CONTROL
 GG0080
 GG0080  NGVD 29 (10/05/93)  365.189  (m)         1198.12   (f) ADJUSTED    1 2
 GG0080
 GG0080.Superseded values are not recommended for survey control.
 GG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0080.See file dsdata.txt to determine how the superseded data were derived.
 GG0080
 GG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV952975(NAD 83)
 GG0080_MARKER: DB = BENCH MARK DISK
 GG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0080_SP_SET: CONCRETE POST
 GG0080_STAMPING: A 27 1932 1198.246
 GG0080_MARK LOGO: CGS   
 GG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0080+STABILITY: SURFACE MOTION
 GG0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0080+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1989
 GG0080
 GG0080  HISTORY     - Date     Condition        Report By
 GG0080  HISTORY     - 1932     MONUMENTED       CGS
 GG0080  HISTORY     - 1960     GOOD             NGS
 GG0080  HISTORY     - 19891114 GOOD             NGS
 GG0080  HISTORY     - 19961102 GOOD             USPSQD
 GG0080
 GG0080                          STATION DESCRIPTION
 GG0080
 GG0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0080'1.2 MI S FROM JOHNSONS.
 GG0080'1.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0080'JOHNSONS, WASHINGTON COUNTY, 37-1/2 POLES SOUTH OF MILEPOST
 GG0080'348, AT A ROAD CROSSING, 18 FEET WEST OF THE TRACK, AND 15 FEET
 GG0080'SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED 1198.246 A 27 1932
 GG0080'AND SET IN THE TOP OF A CONCRETE POST.
 GG0080
 GG0080                          STATION RECOVERY (1989)
 GG0080
 GG0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0080'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.4 KM
 GG0080'(1.50 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 GG0080'JUNCTION OF STATE HIGHWAY 180 IN FAYETTEVILLE, 9.7 M (31.8 FT) WEST
 GG0080'OF THE NEAR RAIL, 7.5 M (24.6 FT) SOUTH OF THE CENTER OF VAN ASHE
 GG0080'DRIVE, 6.7 M (22.0 FT) SOUTHEAST OF A FENCE CORNER, 3.7 M (12.1 FT)
 GG0080'SOUTHWEST OF THE SOUTH END OF A DRAIN PIPE, 0.3 M (1.0 FT) BELOW THE
 GG0080'LEVEL OF THE DRIVE, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.03 M
 GG0080'(0.1 FT) ABOVE THE GROUND SURFACE.  NOTE..THE MONUMENT HAS BEEN HIT
 GG0080'AND THE NORTHEAST CORNER OF THE MONUMENT IS CHIPPED AWAY, BUT IS
 GG0080'SOLID IN PLACE.
 GG0080
 GG0080                          STATION RECOVERY (1996)
 GG0080
 GG0080'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0029 ***********************************************************************
 FH0029  DESIGNATION -  A 28
 FH0029  PID         -  FH0029
 FH0029  STATE/COUNTY-  AR/CRAWFORD
 FH0029  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0029
 FH0029                         *CURRENT SURVEY CONTROL
 FH0029  ___________________________________________________________________
 FH0029* NAD 83(1986)-  35 41 40.     (N)    094 11 33.     (W)     SCALED    
 FH0029* NAVD 88     -       275.589  (meters)     904.16   (feet)  ADJUSTED  
 FH0029  ___________________________________________________________________
 FH0029  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FH0029  DYNAMIC HT  -         275.334 (meters)     903.33  (feet)  COMP
 FH0029  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 FH0029
 FH0029  VERT ORDER  -  FIRST     CLASS II
 FH0029
 FH0029.The horizontal coordinates were scaled from a topographic map and have
 FH0029.an estimated accuracy of +/- 6 seconds.
 FH0029
 FH0029.The orthometric height was determined by differential leveling
 FH0029.and adjusted by the National Geodetic Survey in June 1991..
 FH0029
 FH0029.The geoid height was determined by GEOID03.
 FH0029
 FH0029.The dynamic height is computed by dividing the NAVD 88
 FH0029.geopotential number by the normal gravity value computed on the
 FH0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0029.degrees latitude (g = 980.6199 gals.).
 FH0029
 FH0029.The modeled gravity was interpolated from observed gravity values.
 FH0029
 FH0029;                    North         East    Units  Estimated Accuracy
 FH0029;SPC AR N     -   153,210.      201,590.      MT  (+/- 180 meters Scaled)
 FH0029
 FH0029                          SUPERSEDED SURVEY CONTROL
 FH0029
 FH0029  NGVD 29 (??/??/92)  275.459  (m)          903.74   (f) ADJ UNCH    1 2
 FH0029
 FH0029.Superseded values are not recommended for survey control.
 FH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0029.See file dsdata.txt to determine how the superseded data were derived.
 FH0029
 FH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV921507(NAD 83)
 FH0029_MARKER: DB = BENCH MARK DISK
 FH0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0029_STAMPING: A 28 1932
 FH0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0029+STABILITY: SURFACE MOTION
 FH0029
 FH0029  HISTORY     - Date     Condition        Report By
 FH0029  HISTORY     - 1932     MONUMENTED       CGS
 FH0029  HISTORY     - 1960     GOOD             NGS
 FH0029
 FH0029                          STATION DESCRIPTION
 FH0029
 FH0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0029'1.3 MI NE FROM CHESTER.
 FH0029'1.3 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0029'FROM CHESTER, CRAWFORD COUNTY, AT POLE 384+28, 40 FEET EAST OF THE
 FH0029'TRACK, AND 1 FOOT WEST OF A WIRE FENCE.  A STANDARD DISK, STAMPED
 FH0029'903.735 A 28 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FH0029'NOTE-- THIS MARK RECOVERED AT POLE 284+28 1/2 AND 1 FOOT WEST OF A
 FH0029'NEW RIGHT OF WAY FENCE ALONG RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1604 ***********************************************************************
 EJ1604  DESIGNATION -  A 287
 EJ1604  PID         -  EJ1604
 EJ1604  STATE/COUNTY-  AR/PULASKI
 EJ1604  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1604
 EJ1604                         *CURRENT SURVEY CONTROL
 EJ1604  ___________________________________________________________________
 EJ1604* NAD 83(1986)-  34 44 44.     (N)    092 17 18.     (W)     SCALED    
 EJ1604* NAVD 88     -       101.612  (meters)     333.37   (feet)  ADJUSTED  
 EJ1604  ___________________________________________________________________
 EJ1604  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ1604  DYNAMIC HT  -         101.518 (meters)     333.06  (feet)  COMP
 EJ1604  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 EJ1604
 EJ1604  VERT ORDER  -  FIRST     CLASS II
 EJ1604
 EJ1604.The horizontal coordinates were scaled from a topographic map and have
 EJ1604.an estimated accuracy of +/- 6 seconds.
 EJ1604
 EJ1604.The orthometric height was determined by differential leveling
 EJ1604.and adjusted by the National Geodetic Survey in June 1991..
 EJ1604
 EJ1604.The geoid height was determined by GEOID03.
 EJ1604
 EJ1604.The dynamic height is computed by dividing the NAVD 88
 EJ1604.geopotential number by the normal gravity value computed on the
 EJ1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1604.degrees latitude (g = 980.6199 gals.).
 EJ1604
 EJ1604.The modeled gravity was interpolated from observed gravity values.
 EJ1604
 EJ1604;                    North         East    Units  Estimated Accuracy
 EJ1604;SPC AR S     -   630,620.      373,600.      MT  (+/- 180 meters Scaled)
 EJ1604
 EJ1604                          SUPERSEDED SURVEY CONTROL
 EJ1604
 EJ1604  NGVD 29 (06/07/95)  101.662  (m)          333.54   (f) ADJUSTED    1 2
 EJ1604
 EJ1604.Superseded values are not recommended for survey control.
 EJ1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1604.See file dsdata.txt to determine how the superseded data were derived.
 EJ1604
 EJ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU651450(NAD 83)
 EJ1604_MARKER: I = METAL ROD
 EJ1604_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ1604_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ1604_STAMPING: A 287 1984
 EJ1604_MARK LOGO: NGS   
 EJ1604_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1604+STABILITY: POSITION/ELEVATION WELL
 EJ1604_ROD/PIPE-DEPTH: 11.3 meters
 EJ1604_SLEEVE-DEPTH  : 6.1 meters
 EJ1604
 EJ1604  HISTORY     - Date     Condition        Report By
 EJ1604  HISTORY     - 1984     MONUMENTED       NGS
 EJ1604  HISTORY     - 1984     GOOD             NGS
 EJ1604  HISTORY     - 1988     GOOD             USPSQD
 EJ1604  HISTORY     - 1988     GOOD             USPSQD
 EJ1604  HISTORY     - 1989     GOOD             USPSQD
 EJ1604  HISTORY     - 1990     GOOD             USPSQD
 EJ1604  HISTORY     - 19920902 GOOD             USPSQD
 EJ1604
 EJ1604                          STATION DESCRIPTION
 EJ1604
 EJ1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1604'IN LITTLE ROCK.
 EJ1604'IN LITTLE ROCK, ON THE GROUNDS OF THE STATE CAPITOL BUILDING, NEAR THE
 EJ1604'INTERSECTION OF WOODLANE DRIVE AND WEST 6TH STREET, AT THE SOUTHEAST
 EJ1604'FACE OF THE CONFEDERATE WOMEN OF ARKANSAS MONUMENT WHICH IS LOCATED
 EJ1604'ABOUT 76.2 METERS (250.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EJ1604'CAPITOL BUILDING, 3.35 METERS (11.0 FT) SOUTHEAST OF SOUTHEAST FACE OF
 EJ1604'CONCRETE BASE OF MONUMENT, 18.71 METERS (61.4 FT) WEST OF THE CENTER
 EJ1604'LINE OF WOODLANE DRIVE, 4.33 METERS (14.2 FT) SOUTH-SOUTHEAST OF EAST
 EJ1604'CORNER OF CONCRETE BASE OF MONUMENT, 4.27 METERS (14.0 FT) EAST OF THE
 EJ1604'SOUTH CORNER OF CONCRETE BASE OF MONUMENT, 25.40 METERS (83.3 FT)
 EJ1604'EAST-NORTHEAST OF A 40-INCH DIAMETER OAK TREE, 17.90 METERS (58.7 FT)
 EJ1604'NORTH OF THE EXTENDED CENTER LINE OF 6TH STREET, AND 1.92 METERS
 EJ1604'(6.3 FT) SOUTHEAST OF THE CENTER OF A METAL LIGHT ENCLOSURE COVER TWO
 EJ1604'FEET IN DIAMETER.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EJ1604'THE MARK IS 0.91 M ABOVE DRIVE.
 EJ1604
 EJ1604                          STATION RECOVERY (1984)
 EJ1604
 EJ1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ1604'RECOVERED IN GOOD CONDITION.
 EJ1604
 EJ1604                          STATION RECOVERY (1988)
 EJ1604
 EJ1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1604'RECOVERED IN GOOD CONDITION.
 EJ1604
 EJ1604                          STATION RECOVERY (1988)
 EJ1604
 EJ1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 EJ1604'RECOVERED IN GOOD CONDITION.
 EJ1604
 EJ1604                          STATION RECOVERY (1989)
 EJ1604
 EJ1604'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ1604'RECOVERED IN GOOD CONDITION.
 EJ1604
 EJ1604                          STATION RECOVERY (1990)
 EJ1604
 EJ1604'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ1604'RECOVERED IN GOOD CONDITION.
 EJ1604
 EJ1604                          STATION RECOVERY (1992)
 EJ1604
 EJ1604'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1638 ***********************************************************************
 EJ1638  DESIGNATION -  A 288
 EJ1638  PID         -  EJ1638
 EJ1638  STATE/COUNTY-  AR/JEFFERSON
 EJ1638  USGS QUAD   -  REDFIELD (1984)
 EJ1638
 EJ1638                         *CURRENT SURVEY CONTROL
 EJ1638  ___________________________________________________________________
 EJ1638* NAD 83(1986)-  34 23 54.     (N)    092 09 59.     (W)     SCALED    
 EJ1638* NAVD 88     -       104.181  (meters)     341.80   (feet)  ADJUSTED  
 EJ1638  ___________________________________________________________________
 EJ1638  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EJ1638  DYNAMIC HT  -         104.082 (meters)     341.48  (feet)  COMP
 EJ1638  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 EJ1638
 EJ1638  VERT ORDER  -  FIRST     CLASS II
 EJ1638
 EJ1638.The horizontal coordinates were scaled from a topographic map and have
 EJ1638.an estimated accuracy of +/- 6 seconds.
 EJ1638
 EJ1638.The orthometric height was determined by differential leveling
 EJ1638.and adjusted by the National Geodetic Survey in June 1991..
 EJ1638
 EJ1638.The geoid height was determined by GEOID03.
 EJ1638
 EJ1638.The dynamic height is computed by dividing the NAVD 88
 EJ1638.geopotential number by the normal gravity value computed on the
 EJ1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1638.degrees latitude (g = 980.6199 gals.).
 EJ1638
 EJ1638.The modeled gravity was interpolated from observed gravity values.
 EJ1638
 EJ1638;                    North         East    Units  Estimated Accuracy
 EJ1638;SPC AR S     -   592,080.      384,700.      MT  (+/- 180 meters Scaled)
 EJ1638
 EJ1638                          SUPERSEDED SURVEY CONTROL
 EJ1638
 EJ1638.No superseded survey control is available for this station.
 EJ1638
 EJ1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU766066(NAD 83)
 EJ1638_MARKER: I = METAL ROD
 EJ1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1638_SP_SET: STAINLESS STEEL ROD
 EJ1638_STAMPING: A 288 1984
 EJ1638_MARK LOGO: NGS   
 EJ1638_PROJECTION: FLUSH
 EJ1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1638_ROD/PIPE-DEPTH: 6.09 meters
 EJ1638
 EJ1638  HISTORY     - Date     Condition        Report By
 EJ1638  HISTORY     - 1984     MONUMENTED       NGS
 EJ1638  HISTORY     - 1988     GOOD             USPSQD
 EJ1638  HISTORY     - 1989     GOOD             USPSQD
 EJ1638  HISTORY     - 1990     GOOD             USPSQD
 EJ1638
 EJ1638                          STATION DESCRIPTION
 EJ1638
 EJ1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1638'5.8 KM (3.6 MI) SOUTH FROM REDFIELD.
 EJ1638'0.2 KM (0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET FROM THE POST
 EJ1638'OFFICE IN REDFIELD, THENCE 0.2 KM (0.15 MI) SOUTHWEST ALONG SHERIDIAN
 EJ1638'ROAD, THENCE 5.4 KM (3.35 MI) SOUTH ALONG STATE HIGHWAY 365, AT A
 EJ1638'POWER LINE GUY CABLE OVER THE HIGHWAY, 1.75 KM (1.1 MI) NORTH ALONG
 EJ1638'STATE HIGHWAY 365 FROM THE POST OFFICE IN JEFFERSON, 18.89 METERS
 EJ1638'(62.0 FT) EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EJ1638'22.37 METERS (73.4 FT) WEST-SOUTHWEST OF THE WEST-SOUTHWEST RAIL OF
 EJ1638'THE MISSOURI PACIFIC RAILROAD TRACKS, 8.07 METERS (26.5 FT)
 EJ1638'EAST-NORTHEAST OF A TELEPHONE POLE, 5.66 METERS (18.6 FT)
 EJ1638'WEST-SOUTHWEST OF THE GUY POLE ANCHOR, AND 0.48 METERS (1.6 FT)
 EJ1638'NORTH-NORTHWEST OF THE POWER LINE GUY POLE.  NOTE, EXCEEDED DRIVING
 EJ1638'RATE AT THIS DEPTH, ROD ANCHORED.
 EJ1638'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 EJ1638'THE MARK IS 0.9 M BELOW TRACKS.
 EJ1638
 EJ1638                          STATION RECOVERY (1988)
 EJ1638
 EJ1638'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1638'RECOVERED IN GOOD CONDITION.
 EJ1638
 EJ1638                          STATION RECOVERY (1989)
 EJ1638
 EJ1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1638'RECOVERED IN GOOD CONDITION.
 EJ1638
 EJ1638                          STATION RECOVERY (1990)
 EJ1638
 EJ1638'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2577 ***********************************************************************
 EH2577  DESIGNATION -  A 289
 EH2577  PID         -  EH2577
 EH2577  STATE/COUNTY-  AR/JEFFERSON
 EH2577  USGS QUAD   -  LADD (1975)
 EH2577
 EH2577                         *CURRENT SURVEY CONTROL
 EH2577  ___________________________________________________________________
 EH2577* NAD 83(1986)-  34 12 13.     (N)    091 58 04.     (W)     SCALED    
 EH2577* NAVD 88     -        64.818  (meters)     212.66   (feet)  ADJUSTED  
 EH2577  ___________________________________________________________________
 EH2577  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH2577  DYNAMIC HT  -          64.756 (meters)     212.45  (feet)  COMP
 EH2577  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 EH2577
 EH2577  VERT ORDER  -  FIRST     CLASS II
 EH2577
 EH2577.The horizontal coordinates were scaled from a topographic map and have
 EH2577.an estimated accuracy of +/- 6 seconds.
 EH2577
 EH2577.The orthometric height was determined by differential leveling
 EH2577.and adjusted by the National Geodetic Survey in June 1991..
 EH2577
 EH2577.The geoid height was determined by GEOID03.
 EH2577
 EH2577.The dynamic height is computed by dividing the NAVD 88
 EH2577.geopotential number by the normal gravity value computed on the
 EH2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2577.degrees latitude (g = 980.6199 gals.).
 EH2577
 EH2577.The modeled gravity was interpolated from observed gravity values.
 EH2577
 EH2577;                    North         East    Units  Estimated Accuracy
 EH2577;SPC AR S     -   570,470.      402,970.      MT  (+/- 180 meters Scaled)
 EH2577
 EH2577                          SUPERSEDED SURVEY CONTROL
 EH2577
 EH2577.No superseded survey control is available for this station.
 EH2577
 EH2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT950852(NAD 83)
 EH2577_MARKER: DB = BENCH MARK DISK
 EH2577_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH2577_SP_SET: BRIDGE PIER
 EH2577_STAMPING: A 289 1984
 EH2577_MARK LOGO: NGS   
 EH2577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2577
 EH2577  HISTORY     - Date     Condition        Report By
 EH2577  HISTORY     - 1984     MONUMENTED       NGS
 EH2577  HISTORY     - 1988     GOOD             USPSQD
 EH2577  HISTORY     - 1989     GOOD             USPSQD
 EH2577  HISTORY     - 1989     GOOD             USPSQD
 EH2577  HISTORY     - 1990     GOOD             USPSQD
 EH2577
 EH2577                          STATION DESCRIPTION
 EH2577
 EH2577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2577'4.9 KM (3.05 MI) SE FROM PINE BLUFF.
 EH2577'0.2 KM (0.1 MI) SOUTH ALONG ALABAMA STREET FROM THE UNION STATION
 EH2577'RESTAURANT (OLD UNION STATION) IN PINE BLUFF, THENCE 1.1 KM (0.7 MI)
 EH2577'EAST ALONG SIXTH STREET, THENCE 1.2 KM (0.75 MI) SOUTH ALONG OHIO
 EH2577'STREET, THENCE 2.4 KM (1.5 MI) SOUTHEAST ALONG EAST HARDING STREET
 EH2577'(U.S. HIGHWAY 65 BUSINESS), AT THE INTERSECTION OF U.S. HIGHWAY 65
 EH2577'BYPASS, SET VERTICALLY IN THE SOUTH FACE OF THE FIRST PIER WEST OF THE
 EH2577'APPROXIMATE CENTER OF THE BYPASS BRIDGE, 10.97 METERS (36.0 FT) SOUTH
 EH2577'OF THE CENTER OF THE EASTBOUND LANE OF THE U.S. HIGHWAY 65 BUSINESS
 EH2577'ROUTE.
 EH2577'THE MARK IS 0.24 METERS  S FROM A WITNESS POST.
 EH2577'THE MARK IS 1.5 M ABOVE GROUND.
 EH2577
 EH2577                          STATION RECOVERY (1988)
 EH2577
 EH2577'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2577'RECOVERED IN GOOD CONDITION.
 EH2577
 EH2577                          STATION RECOVERY (1989)
 EH2577
 EH2577'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2577'RECOVERED IN GOOD CONDITION.
 EH2577
 EH2577                          STATION RECOVERY (1989)
 EH2577
 EH2577'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EH2577'RECOVERED IN GOOD CONDITION.
 EH2577
 EH2577                          STATION RECOVERY (1990)
 EH2577
 EH2577'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1603 ***********************************************************************
 EJ1603  DESIGNATION -  A 290
 EJ1603  PID         -  EJ1603
 EJ1603  STATE/COUNTY-  AR/PULASKI
 EJ1603  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1603
 EJ1603                         *CURRENT SURVEY CONTROL
 EJ1603  ___________________________________________________________________
 EJ1603* NAD 83(1986)-  34 45 09.     (N)    092 17 00.     (W)     SCALED    
 EJ1603* NAVD 88     -        81.885  (meters)     268.65   (feet)  ADJUSTED  
 EJ1603  ___________________________________________________________________
 EJ1603  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ1603  DYNAMIC HT  -          81.809 (meters)     268.40  (feet)  COMP
 EJ1603  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 EJ1603
 EJ1603  VERT ORDER  -  FIRST     CLASS II
 EJ1603
 EJ1603.The horizontal coordinates were scaled from a topographic map and have
 EJ1603.an estimated accuracy of +/- 6 seconds.
 EJ1603
 EJ1603.The orthometric height was determined by differential leveling
 EJ1603.and adjusted by the National Geodetic Survey in June 1991..
 EJ1603
 EJ1603.The geoid height was determined by GEOID03.
 EJ1603
 EJ1603.The dynamic height is computed by dividing the NAVD 88
 EJ1603.geopotential number by the normal gravity value computed on the
 EJ1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1603.degrees latitude (g = 980.6199 gals.).
 EJ1603
 EJ1603.The modeled gravity was interpolated from observed gravity values.
 EJ1603
 EJ1603;                    North         East    Units  Estimated Accuracy
 EJ1603;SPC AR S     -   631,390.      374,060.      MT  (+/- 180 meters Scaled)
 EJ1603
 EJ1603                          SUPERSEDED SURVEY CONTROL
 EJ1603
 EJ1603  NGVD 29 (06/07/95)   81.936  (m)          268.82   (f) ADJUSTED    1 2
 EJ1603
 EJ1603.Superseded values are not recommended for survey control.
 EJ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1603.See file dsdata.txt to determine how the superseded data were derived.
 EJ1603
 EJ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU655458(NAD 83)
 EJ1603_MARKER: DB = BENCH MARK DISK
 EJ1603_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ1603_SP_SET: BRIDGE PIER
 EJ1603_STAMPING: A 290 1984
 EJ1603_MARK LOGO: NGS   
 EJ1603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1603+STABILITY: POSITION/ELEVATION WELL
 EJ1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1603+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 EJ1603
 EJ1603  HISTORY     - Date     Condition        Report By
 EJ1603  HISTORY     - 1984     MONUMENTED       NGS
 EJ1603  HISTORY     - 1984     GOOD             NGS
 EJ1603  HISTORY     - 1988     GOOD             USPSQD
 EJ1603  HISTORY     - 1988     GOOD             USPSQD
 EJ1603  HISTORY     - 1989     GOOD             USPSQD
 EJ1603  HISTORY     - 1990     GOOD             USPSQD
 EJ1603  HISTORY     - 19920902 GOOD             USPSQD
 EJ1603  HISTORY     - 20060320 GOOD             ARHD
 EJ1603
 EJ1603                          STATION DESCRIPTION
 EJ1603
 EJ1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1603'IN LITTLE ROCK.
 EJ1603'IN LITTLE ROCK, AT A POINT WHERE STATE HIGHWAY 10 PASSES OVER THE
 EJ1603'MISSOURI PACIFIC RAILROAD AND THE MISSOURI PACIFIC RAILROAD CROSSES
 EJ1603'THE ARKANSAS RIVER, A BRASS DISK SET HORIZONTALLY IN THE BASE OF THE
 EJ1603'SOUTHWEST PIER OF THE WESTBOUND BRIDGE OF STATE HIGHWAY 10,
 EJ1603'6.49 METERS (21.3 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 EJ1603'SET OF TRACKS, 0.21 METERS (0.7 FT) NORTHEAST OF THE SOUTHWEST EDGE OF
 EJ1603'THE BASE OF THE PIER, AND 0.15 METERS (0.5 FT) NORTHWEST OF THE
 EJ1603'SOUTHEAST EDGE OF THE BASE OF THE PIER.
 EJ1603'THE MARK IS 0.30 M ABOVE GROUND.
 EJ1603
 EJ1603                          STATION RECOVERY (1984)
 EJ1603
 EJ1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ1603'RECOVERED IN GOOD CONDITION.
 EJ1603
 EJ1603                          STATION RECOVERY (1988)
 EJ1603
 EJ1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1603'RECOVERED IN GOOD CONDITION.
 EJ1603
 EJ1603                          STATION RECOVERY (1988)
 EJ1603
 EJ1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 EJ1603'RECOVERED IN GOOD CONDITION.
 EJ1603
 EJ1603                          STATION RECOVERY (1989)
 EJ1603
 EJ1603'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ1603'RECOVERED IN GOOD CONDITION.
 EJ1603
 EJ1603                          STATION RECOVERY (1990)
 EJ1603
 EJ1603'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ1603'RECOVERED IN GOOD CONDITION.
 EJ1603
 EJ1603                          STATION RECOVERY (1992)
 EJ1603
 EJ1603'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1603'RECOVERED IN GOOD CONDITION.
 EJ1603
 EJ1603                          STATION RECOVERY (2006)
 EJ1603
 EJ1603'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (TPS)
 EJ1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1538 ***********************************************************************
 FG1538  DESIGNATION -  A 291
 FG1538  PID         -  FG1538
 FG1538  STATE/COUNTY-  AR/FAULKNER
 FG1538  USGS QUAD   -  CONWAY (1994)
 FG1538
 FG1538                         *CURRENT SURVEY CONTROL
 FG1538  ___________________________________________________________________
 FG1538* NAD 83(1986)-  35 03 54.     (N)    092 25 41.     (W)     SCALED    
 FG1538* NAVD 88     -        89.730  (meters)     294.39   (feet)  ADJUSTED  
 FG1538  ___________________________________________________________________
 FG1538  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FG1538  DYNAMIC HT  -          89.645 (meters)     294.11  (feet)  COMP
 FG1538  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FG1538
 FG1538  VERT ORDER  -  FIRST     CLASS II
 FG1538
 FG1538.The horizontal coordinates were scaled from a topographic map and have
 FG1538.an estimated accuracy of +/- 6 seconds.
 FG1538
 FG1538.The orthometric height was determined by differential leveling
 FG1538.and adjusted by the National Geodetic Survey in June 1991..
 FG1538
 FG1538.The geoid height was determined by GEOID03.
 FG1538
 FG1538.The dynamic height is computed by dividing the NAVD 88
 FG1538.geopotential number by the normal gravity value computed on the
 FG1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1538.degrees latitude (g = 980.6199 gals.).
 FG1538
 FG1538.The modeled gravity was interpolated from observed gravity values.
 FG1538
 FG1538;                    North         East    Units  Estimated Accuracy
 FG1538;SPC AR N     -    81,260.      360,960.      MT  (+/- 180 meters Scaled)
 FG1538
 FG1538                          SUPERSEDED SURVEY CONTROL
 FG1538
 FG1538  NGVD 29 (06/07/95)   89.767  (m)          294.51   (f) ADJUSTED    1 2
 FG1538
 FG1538.Superseded values are not recommended for survey control.
 FG1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1538.See file dsdata.txt to determine how the superseded data were derived.
 FG1538
 FG1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU521804(NAD 83)
 FG1538_MARKER: I = METAL ROD
 FG1538_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1538+WITH SETTING: INFORMATION.
 FG1538_SP_SET: SHALLOW SET METAL ROD
 FG1538_STAMPING: A 291 1984
 FG1538_MARK LOGO: NGS   
 FG1538_PROJECTION: FLUSH
 FG1538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1538_ROD/PIPE-DEPTH: 2.74 meters
 FG1538
 FG1538  HISTORY     - Date     Condition        Report By
 FG1538  HISTORY     - 1984     MONUMENTED       NGS
 FG1538  HISTORY     - 1988     GOOD             USPSQD
 FG1538  HISTORY     - 1989     GOOD             USPSQD
 FG1538  HISTORY     - 20020717 MARK NOT FOUND   USACE
 FG1538
 FG1538                          STATION DESCRIPTION
 FG1538
 FG1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1538'3.1 KM (1.95 MI) SOUTH FROM CONWAY.
 FG1538'0.2 KM (0.1 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE IN
 FG1538'CONWAY, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG CHESTNUT STREET, THENCE
 FG1538'2.5 KM (1.55 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 365 TO THE MARK
 FG1538'ON THE LEFT, 19.08 METERS (62.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 FG1538'HIGHWAY, 24.32 METERS (79.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 FG1538'CORNER OF A LONG METAL AND BRICK BUILDING (AT PRESENT AUTO PARTS
 FG1538'INC.), 17.16 METERS (56.3 FT) EAST-SOUTHEAST OF A CONCRETE PIPE
 FG1538'CULVERT UNDER THE NORTH ENTRANCE DRIVE TO THE BUILDING, AND
 FG1538'10.03 METERS (32.9 FT) NORTH-NORTHEAST OF A CONCRETE PIPE CULVERT
 FG1538'UNDER THE SOUTH ENTRANCE DRIVE TO THE BUILDING, AND 6.95 METERS
 FG1538'(22.8 FT) NORTH-NORTHEAST OF A POWERLINE POLE.  NOTE THE ROD WAS
 FG1538'DRIVEN TO REFUSAL.
 FG1538'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 FG1538'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1538
 FG1538                          STATION RECOVERY (1988)
 FG1538
 FG1538'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1538'RECOVERED IN GOOD CONDITION.
 FG1538
 FG1538                          STATION RECOVERY (1989)
 FG1538
 FG1538'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1538'RECOVERED IN GOOD CONDITION.
 FG1538
 FG1538                          STATION RECOVERY (2002)
 FG1538
 FG1538'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 FG1538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2597 ***********************************************************************
 EH2597  DESIGNATION -  A 292
 EH2597  PID         -  EH2597
 EH2597  STATE/COUNTY-  AR/LINCOLN
 EH2597  USGS QUAD   -  GRADY (1975)
 EH2597
 EH2597                         *CURRENT SURVEY CONTROL
 EH2597  ___________________________________________________________________
 EH2597* NAD 83(1986)-  34 03 47.     (N)    091 40 04.     (W)     SCALED    
 EH2597* NAVD 88     -        55.666  (meters)     182.63   (feet)  ADJUSTED  
 EH2597  ___________________________________________________________________
 EH2597  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH2597  DYNAMIC HT  -          55.611 (meters)     182.45  (feet)  COMP
 EH2597  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 EH2597
 EH2597  VERT ORDER  -  FIRST     CLASS II
 EH2597
 EH2597.The horizontal coordinates were scaled from a topographic map and have
 EH2597.an estimated accuracy of +/- 6 seconds.
 EH2597
 EH2597.The orthometric height was determined by differential leveling
 EH2597.and adjusted by the National Geodetic Survey in June 1991..
 EH2597
 EH2597.The geoid height was determined by GEOID03.
 EH2597
 EH2597.The dynamic height is computed by dividing the NAVD 88
 EH2597.geopotential number by the normal gravity value computed on the
 EH2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2597.degrees latitude (g = 980.6199 gals.).
 EH2597
 EH2597.The modeled gravity was interpolated from observed gravity values.
 EH2597
 EH2597;                    North         East    Units  Estimated Accuracy
 EH2597;SPC AR S     -   554,930.      430,670.      MT  (+/- 180 meters Scaled)
 EH2597
 EH2597                          SUPERSEDED SURVEY CONTROL
 EH2597
 EH2597.No superseded survey control is available for this station.
 EH2597
 EH2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT229699(NAD 83)
 EH2597_MARKER: I = METAL ROD
 EH2597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2597_SP_SET: STAINLESS STEEL ROD
 EH2597_STAMPING: A 292 1984
 EH2597_MARK LOGO: NGS   
 EH2597_PROJECTION: RECESSED 3 CENTIMETERS
 EH2597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2597_ROD/PIPE-DEPTH: 19.5 meters
 EH2597
 EH2597  HISTORY     - Date     Condition        Report By
 EH2597  HISTORY     - 1984     MONUMENTED       NGS
 EH2597  HISTORY     - 1988     GOOD             USPSQD
 EH2597  HISTORY     - 1989     GOOD             USPSQD
 EH2597  HISTORY     - 1990     GOOD             USPSQD
 EH2597
 EH2597                          STATION DESCRIPTION
 EH2597
 EH2597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2597'3.4 KM (2.15 MI) SE FROM GRADY.
 EH2597'3.4 KM (2.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2597'IN GRADY, AT A GRAVELED SIDE ROAD LEADING SOUTHWEST ACROSS THE
 EH2597'MISSOURI PACIFIC RAILROAD, THEN SOUTH-SOUTHEAST TOWARD A FARM HOME,
 EH2597'50.13 METERS (164.5 FT) SOUTHWEST OF THE CENTER LINE OF HIGHWAY 65,
 EH2597'16.67 METERS (54.7 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 17.83 METERS
 EH2597'(58.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 EH2597'0.76 METERS (2.5 FT) SOUTHEAST OF A POWER LINE JUNCTION POLE,
 EH2597'25.60 METERS (84.0 FT) EAST-NORTHEAST OF TELEPHONE POLE NUMBER 229
 EH2597'WITH UNDERGROUND CABLE WARNING SIGNS, 18.37 METERS (60.3 FT) NORTHWEST
 EH2597'OF TELEPHONE POLE NUMBER 230 WITH UNDERGROUND CABLE WARNING SIGNS, AND
 EH2597'5.05 METERS (16.6 FT) SOUTHWEST OF A TELEGRAPH POLE.
 EH2597'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 EH2597'THE MARK IS 0.76 M BELOW TRACKS.
 EH2597
 EH2597                          STATION RECOVERY (1988)
 EH2597
 EH2597'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK)
 EH2597'RECOVERED IN GOOD CONDITION.
 EH2597
 EH2597                          STATION RECOVERY (1989)
 EH2597
 EH2597'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2597'RECOVERED IN GOOD CONDITION.
 EH2597
 EH2597                          STATION RECOVERY (1990)
 EH2597
 EH2597'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1562 ***********************************************************************
 FG1562  DESIGNATION -  A 293
 FG1562  PID         -  FG1562
 FG1562  STATE/COUNTY-  AR/CONWAY
 FG1562  USGS QUAD   -  MORRILTON WEST (1991)
 FG1562
 FG1562                         *CURRENT SURVEY CONTROL
 FG1562  ___________________________________________________________________
 FG1562* NAD 83(1986)-  35 10 48.     (N)    092 46 53.     (W)     SCALED    
 FG1562* NAVD 88     -        93.674  (meters)     307.33   (feet)  ADJUSTED  
 FG1562  ___________________________________________________________________
 FG1562  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FG1562  DYNAMIC HT  -          93.585 (meters)     307.04  (feet)  COMP
 FG1562  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 FG1562
 FG1562  VERT ORDER  -  FIRST     CLASS II
 FG1562
 FG1562.The horizontal coordinates were scaled from a topographic map and have
 FG1562.an estimated accuracy of +/- 6 seconds.
 FG1562
 FG1562.The orthometric height was determined by differential leveling
 FG1562.and adjusted by the National Geodetic Survey in June 1991..
 FG1562
 FG1562.The geoid height was determined by GEOID03.
 FG1562
 FG1562.The dynamic height is computed by dividing the NAVD 88
 FG1562.geopotential number by the normal gravity value computed on the
 FG1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1562.degrees latitude (g = 980.6199 gals.).
 FG1562
 FG1562.The modeled gravity was interpolated from observed gravity values.
 FG1562
 FG1562;                    North         East    Units  Estimated Accuracy
 FG1562;SPC AR N     -    94,210.      328,830.      MT  (+/- 180 meters Scaled)
 FG1562
 FG1562                          SUPERSEDED SURVEY CONTROL
 FG1562
 FG1562.No superseded survey control is available for this station.
 FG1562
 FG1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU199930(NAD 83)
 FG1562_MARKER: I = METAL ROD
 FG1562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1562+WITH SETTING: INFORMATION.
 FG1562_SP_SET: SHALLOW SET METAL ROD
 FG1562_STAMPING: A 293 1984
 FG1562_MARK LOGO: NGS   
 FG1562_PROJECTION: RECESSED 5 CENTIMETERS
 FG1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1562_ROD/PIPE-DEPTH: 1.07 meters
 FG1562
 FG1562  HISTORY     - Date     Condition        Report By
 FG1562  HISTORY     - 1984     MONUMENTED       NGS
 FG1562  HISTORY     - 1987     GOOD             USPSQD
 FG1562  HISTORY     - 1987     GOOD             USPSQD
 FG1562  HISTORY     - 1988     GOOD             USPSQD
 FG1562  HISTORY     - 1989     GOOD             USPSQD
 FG1562  HISTORY     - 1989     GOOD             USPSQD
 FG1562
 FG1562                          STATION DESCRIPTION
 FG1562
 FG1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1562'4.8 KM (3.0 MI) NW FROM MORRILTON.
 FG1562'0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 FG1562'MORRILTON, THENCE 4.7 KM (2.95 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO
 FG1562'THE MARK ON THE RIGHT, 0.3 KM (0.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 64
 FG1562'FROM THE CENTER OF THE HIGHWAY BRIDGE OVER POINT REMOVE CREEK TO THE
 FG1562'MARK ON THE LEFT, 12.16 METERS (39.9 FT) NORTHEAST OF THE CENTERLINE
 FG1562'OF THE HIGHWAY, 29.93 METERS (98.2 FT) SOUTH-SOUTHEAST OF THE SOUTH
 FG1562'CORNER OF A CINDER BLOCK BUILDING, 19.38 METERS (63.6 FT)
 FG1562'SOUTH-SOUTHEAST OF THE CORNER POST OF A WIRE MESH FENCE, 2.56 METERS
 FG1562'(8.4 FT) NORTH-NORTHWEST OF A POWERLINE POLE, AND 0.37 METERS (1.2 FT)
 FG1562'SOUTHWEST OF A WIRE MESH FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FG1562'THE MARK IS 0.61 METERS  SSE FROM A WITNESS POST.
 FG1562'THE MARK IS 0.61 M BELOW HIGHWAY.
 FG1562
 FG1562                          STATION RECOVERY (1987)
 FG1562
 FG1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1562'RECOVERED IN GOOD CONDITION.
 FG1562
 FG1562                          STATION RECOVERY (1987)
 FG1562
 FG1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1562'RECOVERED IN GOOD CONDITION.
 FG1562
 FG1562                          STATION RECOVERY (1988)
 FG1562
 FG1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1562'RECOVERED IN GOOD CONDITION.
 FG1562
 FG1562                          STATION RECOVERY (1989)
 FG1562
 FG1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1562'RECOVERED IN GOOD CONDITION.
 FG1562
 FG1562                          STATION RECOVERY (1989)
 FG1562
 FG1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1600 ***********************************************************************
 FG1600  DESIGNATION -  A 294
 FG1600  PID         -  FG1600
 FG1600  STATE/COUNTY-  AR/POPE
 FG1600  USGS QUAD   -  DELAWARE (1993)
 FG1600
 FG1600                         *CURRENT SURVEY CONTROL
 FG1600  ___________________________________________________________________
 FG1600* NAD 83(1986)-  35 19 54.     (N)    093 16 10.     (W)     SCALED    
 FG1600* NAVD 88     -       115.102  (meters)     377.63   (feet)  ADJUSTED  
 FG1600  ___________________________________________________________________
 FG1600  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FG1600  DYNAMIC HT  -         114.993 (meters)     377.27  (feet)  COMP
 FG1600  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FG1600
 FG1600  VERT ORDER  -  FIRST     CLASS II
 FG1600
 FG1600.The horizontal coordinates were scaled from a topographic map and have
 FG1600.an estimated accuracy of +/- 6 seconds.
 FG1600
 FG1600.The orthometric height was determined by differential leveling
 FG1600.and adjusted by the National Geodetic Survey in June 1991..
 FG1600
 FG1600.The geoid height was determined by GEOID03.
 FG1600
 FG1600.The dynamic height is computed by dividing the NAVD 88
 FG1600.geopotential number by the normal gravity value computed on the
 FG1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1600.degrees latitude (g = 980.6199 gals.).
 FG1600
 FG1600.The modeled gravity was interpolated from observed gravity values.
 FG1600
 FG1600;                    North         East    Units  Estimated Accuracy
 FG1600;SPC AR N     -   111,500.      284,590.      MT  (+/- 180 meters Scaled)
 FG1600
 FG1600                          SUPERSEDED SURVEY CONTROL
 FG1600
 FG1600.No superseded survey control is available for this station.
 FG1600
 FG1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV755098(NAD 83)
 FG1600_MARKER: I = METAL ROD
 FG1600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1600_SP_SET: STAINLESS STEEL ROD
 FG1600_STAMPING: A 294 1984
 FG1600_MARK LOGO: NGS   
 FG1600_PROJECTION: FLUSH
 FG1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1600_ROD/PIPE-DEPTH: 3.96 meters
 FG1600
 FG1600  HISTORY     - Date     Condition        Report By
 FG1600  HISTORY     - 1984     MONUMENTED       NGS
 FG1600  HISTORY     - 1987     GOOD             USPSQD
 FG1600  HISTORY     - 1988     GOOD             USPSQD
 FG1600  HISTORY     - 1989     GOOD             USPSQD
 FG1600  HISTORY     - 1990     GOOD             USPSQD
 FG1600
 FG1600                          STATION DESCRIPTION
 FG1600
 FG1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1600'1.2 KM (0.75 MI) WEST FROM LONDON.
 FG1600'1.2 KM (0.75 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1600'LONDON, AT A PRIVATE ROAD LEADING NORTH TO THE EAST ENTRANCE OF THE
 FG1600'PRICE CEMETERY, 56.69 METERS (186.0 FT) NORTH OF THE CENTERLINE OF
 FG1600'HIGHWAY 64, 3.41 METERS (11.2 FT) WEST OF THE CENTER OF THE PRIVATE
 FG1600'ROAD NORTH, 13.16 METERS (43.2 FT) SOUTH OF THE CENTER OF A METAL
 FG1600'GATE, 4.48 METERS (14.7 FT) SOUTH OF THE CENTER OF A DOUBLE GATE AT
 FG1600'THE CEMETERY ENTRANCE, AND 0.24 METERS (0.8 FT) EAST OF THE EAST FENCE
 FG1600'AROUND THE CEMETERY.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1600'THE MARK IS 0.12 METERS  ESE FROM A WITNESS POST.
 FG1600'THE MARK IS 1.0 M ABOVE HIGHWAY 64.
 FG1600
 FG1600                          STATION RECOVERY (1987)
 FG1600
 FG1600'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1600'RECOVERED IN GOOD CONDITION.
 FG1600
 FG1600                          STATION RECOVERY (1988)
 FG1600
 FG1600'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1600'RECOVERED IN GOOD CONDITION.
 FG1600
 FG1600                          STATION RECOVERY (1989)
 FG1600
 FG1600'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1600'RECOVERED IN GOOD CONDITION.
 FG1600
 FG1600                          STATION RECOVERY (1990)
 FG1600
 FG1600'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0804 ***********************************************************************
 FH0804  DESIGNATION -  A 295
 FH0804  PID         -  FH0804
 FH0804  STATE/COUNTY-  AR/SEBASTIAN
 FH0804  USGS QUAD   -  FORT SMITH (1987)
 FH0804
 FH0804                         *CURRENT SURVEY CONTROL
 FH0804  ___________________________________________________________________
 FH0804* NAD 83(1986)-  35 23 09.     (N)    094 25 34.     (W)     SCALED    
 FH0804* NAVD 88     -       137.932  (meters)     452.53   (feet)  ADJUSTED  
 FH0804  ___________________________________________________________________
 FH0804  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FH0804  DYNAMIC HT  -         137.802 (meters)     452.11  (feet)  COMP
 FH0804  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 FH0804
 FH0804  VERT ORDER  -  FIRST     CLASS II
 FH0804
 FH0804.The horizontal coordinates were scaled from a topographic map and have
 FH0804.an estimated accuracy of +/- 6 seconds.
 FH0804
 FH0804.The orthometric height was determined by differential leveling
 FH0804.and adjusted by the National Geodetic Survey in June 1991..
 FH0804
 FH0804.The geoid height was determined by GEOID03.
 FH0804
 FH0804.The dynamic height is computed by dividing the NAVD 88
 FH0804.geopotential number by the normal gravity value computed on the
 FH0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0804.degrees latitude (g = 980.6199 gals.).
 FH0804
 FH0804.The modeled gravity was interpolated from observed gravity values.
 FH0804
 FH0804;                    North         East    Units  Estimated Accuracy
 FH0804;SPC AR N     -   119,480.      179,600.      MT  (+/- 180 meters Scaled)
 FH0804
 FH0804                          SUPERSEDED SURVEY CONTROL
 FH0804
 FH0804  NGVD 29 (10/05/93)  137.841  (m)          452.23   (f) ADJUSTED    1 2
 FH0804
 FH0804.Superseded values are not recommended for survey control.
 FH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0804.See file dsdata.txt to determine how the superseded data were derived.
 FH0804
 FH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV704167(NAD 83)
 FH0804_MARKER: DV = VERTICAL CONTROL DISK
 FH0804_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FH0804_SP_SET: BUILDING
 FH0804_STAMPING: A 295 1984
 FH0804_MARK LOGO: NGS   
 FH0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0804+STABILITY: POSITION/ELEVATION WELL
 FH0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0804+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 FH0804
 FH0804  HISTORY     - Date     Condition        Report By
 FH0804  HISTORY     - 1984     MONUMENTED       NGS
 FH0804  HISTORY     - 1985     GOOD             NGS
 FH0804  HISTORY     - 1985     GOOD             NGS
 FH0804  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FH0804  HISTORY     - 1988     GOOD             USPSQD
 FH0804  HISTORY     - 1989     GOOD             USPSQD
 FH0804  HISTORY     - 19891101 GOOD             NGS
 FH0804
 FH0804                          STATION DESCRIPTION
 FH0804
 FH0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0804'IN FORT SMITH.
 FH0804'IN FORT SMITH, A DISK SET IN THE NORTHWEST FACE OF THE COURTHOUSE
 FH0804'BUILDING, 0.1 KM (0.05 MI) SOUTHEAST ALONG ROGERS AVENUE FROM THE MAIN
 FH0804'POST OFFICE AND THE MARK ON THE RIGHT, 1.46 METERS (1.5 FT) SOUTHWEST
 FH0804'OF THE NORTHWEST CORNER OF THE COURTHOUSE.
 FH0804'THE MARK IS 1.46 M ABOVE THE GROUND.
 FH0804
 FH0804                          STATION RECOVERY (1985)
 FH0804
 FH0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0804'RECOVERED IN GOOD CONDITION.
 FH0804
 FH0804                          STATION RECOVERY (1985)
 FH0804
 FH0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0804'RECOVERED IN GOOD CONDITION.
 FH0804
 FH0804                          STATION RECOVERY (1988)
 FH0804
 FH0804'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 FH0804'MARK NOT FOUND.
 FH0804
 FH0804                          STATION RECOVERY (1988)
 FH0804
 FH0804'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0804'RECOVERED IN GOOD CONDITION.
 FH0804
 FH0804                          STATION RECOVERY (1989)
 FH0804
 FH0804'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0804'RECOVERED IN GOOD CONDITION.
 FH0804
 FH0804                          STATION RECOVERY (1989)
 FH0804
 FH0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1628 ***********************************************************************
 FG1628  DESIGNATION -  A 296
 FG1628  PID         -  FG1628
 FG1628  STATE/COUNTY-  AR/JOHNSON
 FG1628  USGS QUAD   -  HARTMAN (1993)
 FG1628
 FG1628                         *CURRENT SURVEY CONTROL
 FG1628  ___________________________________________________________________
 FG1628* NAD 83(1986)-  35 26 20.     (N)    093 34 54.     (W)     SCALED    
 FG1628* NAVD 88     -       124.435  (meters)     408.25   (feet)  ADJUSTED  
 FG1628  ___________________________________________________________________
 FG1628  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 FG1628  DYNAMIC HT  -         124.320 (meters)     407.87  (feet)  COMP
 FG1628  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 FG1628
 FG1628  VERT ORDER  -  FIRST     CLASS II
 FG1628
 FG1628.The horizontal coordinates were scaled from a topographic map and have
 FG1628.an estimated accuracy of +/- 6 seconds.
 FG1628
 FG1628.The orthometric height was determined by differential leveling
 FG1628.and adjusted by the National Geodetic Survey in June 1991..
 FG1628
 FG1628.The geoid height was determined by GEOID03.
 FG1628
 FG1628.The dynamic height is computed by dividing the NAVD 88
 FG1628.geopotential number by the normal gravity value computed on the
 FG1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1628.degrees latitude (g = 980.6199 gals.).
 FG1628
 FG1628.The modeled gravity was interpolated from observed gravity values.
 FG1628
 FG1628;                    North         East    Units  Estimated Accuracy
 FG1628;SPC AR N     -   123,810.      256,400.      MT  (+/- 180 meters Scaled)
 FG1628
 FG1628                          SUPERSEDED SURVEY CONTROL
 FG1628
 FG1628.No superseded survey control is available for this station.
 FG1628
 FG1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV472218(NAD 83)
 FG1628_MARKER: I = METAL ROD
 FG1628_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1628+WITH SETTING: INFORMATION.
 FG1628_SP_SET: SHALLOW SET METAL ROD
 FG1628_STAMPING: A 296 1984
 FG1628_MARK LOGO: NGS   
 FG1628_PROJECTION: FLUSH
 FG1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1628_ROD/PIPE-DEPTH: 0.07 meters
 FG1628
 FG1628  HISTORY     - Date     Condition        Report By
 FG1628  HISTORY     - 1984     MONUMENTED       NGS
 FG1628  HISTORY     - 1987     GOOD             USPSQD
 FG1628  HISTORY     - 1988     GOOD             USPSQD
 FG1628  HISTORY     - 1989     GOOD             USPSQD
 FG1628  HISTORY     - 1989     GOOD             USPSQD
 FG1628
 FG1628                          STATION DESCRIPTION
 FG1628
 FG1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1628'3.5 KM (2.2 MI) EAST FROM HARTMAN.
 FG1628'0.2 KM (0.15 MI) NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN
 FG1628'HARTMAN, THENCE 3.3 KM (2.05 MI) EAST ALONG U.S. HIGHWAY 64 AT A
 FG1628'POWERLINE POLE WITH AN ELECTRIC METER NUMBER 71533 706 AND TRANSFORMER
 FG1628'ON THE SOUTH SIDE OF THE HIGHWAY, IS ABOUT 0.2 KM (0.1 MI) EAST OF A
 FG1628'CROSSROAD, 12.19 METERS (40.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 FG1628'HIGHWAY 64, 31.79 METERS (104.3 FT) EAST-NORTHEAST OF THE CENTER OF A
 FG1628'DOUBLE CHAIN LINK FENCE GATE, 15.84 METERS (52.0 FT) WEST-SOUTHWEST OF
 FG1628'THE CENTER OF A DOUBLE CHAIN LINK FENCE GATE, 10.36 METERS (34.0 FT)
 FG1628'SOUTHWEST OF THE WEST END OF A PIER CULVERT, 1.61 METERS (5.3 FT)
 FG1628'SOUTHWEST OF POWERLINE POLE WITH THE ELECTRIC METER AND TRANSFORMER,
 FG1628'AND 0.30 METERS (1.0 FT) NORTH OF A SECURITY FENCE.  NOTE, ROD DRIVEN
 FG1628'TO REFUSAL AND ANCHORED IN ROCK AT THIS DEPTH.
 FG1628'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FG1628'THE MARK IS 0.46 M BELOW HIGHWAY 64.
 FG1628
 FG1628                          STATION RECOVERY (1987)
 FG1628
 FG1628'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1628'RECOVERED IN GOOD CONDITION.
 FG1628
 FG1628                          STATION RECOVERY (1988)
 FG1628
 FG1628'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1628'RECOVERED IN GOOD CONDITION.
 FG1628
 FG1628                          STATION RECOVERY (1989)
 FG1628
 FG1628'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1628'RECOVERED IN GOOD CONDITION.
 FG1628
 FG1628                          STATION RECOVERY (1989)
 FG1628
 FG1628'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0783 ***********************************************************************
 FH0783  DESIGNATION -  A 297
 FH0783  PID         -  FH0783
 FH0783  STATE/COUNTY-  AR/SEBASTIAN
 FH0783  USGS QUAD   -  CHARLESTON (1987)
 FH0783
 FH0783                         *CURRENT SURVEY CONTROL
 FH0783  ___________________________________________________________________
 FH0783* NAD 83(1986)-  35 20 24.     (N)    094 07 26.     (W)     SCALED    
 FH0783* NAVD 88     -       141.550  (meters)     464.40   (feet)  ADJUSTED  
 FH0783  ___________________________________________________________________
 FH0783  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FH0783  DYNAMIC HT  -         141.418 (meters)     463.97  (feet)  COMP
 FH0783  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FH0783
 FH0783  VERT ORDER  -  FIRST     CLASS II
 FH0783
 FH0783.The horizontal coordinates were scaled from a topographic map and have
 FH0783.an estimated accuracy of +/- 6 seconds.
 FH0783
 FH0783.The orthometric height was determined by differential leveling
 FH0783.and adjusted by the National Geodetic Survey in June 1991..
 FH0783
 FH0783.The geoid height was determined by GEOID03.
 FH0783
 FH0783.The dynamic height is computed by dividing the NAVD 88
 FH0783.geopotential number by the normal gravity value computed on the
 FH0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0783.degrees latitude (g = 980.6199 gals.).
 FH0783
 FH0783.The modeled gravity was interpolated from observed gravity values.
 FH0783
 FH0783;                    North         East    Units  Estimated Accuracy
 FH0783;SPC AR N     -   113,760.      206,950.      MT  (+/- 180 meters Scaled)
 FH0783
 FH0783                          SUPERSEDED SURVEY CONTROL
 FH0783
 FH0783.No superseded survey control is available for this station.
 FH0783
 FH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV978113(NAD 83)
 FH0783_MARKER: I = METAL ROD
 FH0783_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0783+WITH SETTING: INFORMATION.
 FH0783_SP_SET: SHALLOW SET METAL ROD
 FH0783_STAMPING: A 297 1984
 FH0783_MARK LOGO: NGS   
 FH0783_PROJECTION: RECESSED 5 CENTIMETERS
 FH0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0783_ROD/PIPE-DEPTH: 1.52 meters
 FH0783
 FH0783  HISTORY     - Date     Condition        Report By
 FH0783  HISTORY     - 1984     MONUMENTED       NGS
 FH0783  HISTORY     - 1987     GOOD             USPSQD
 FH0783  HISTORY     - 1988     GOOD             USPSQD
 FH0783  HISTORY     - 1989     GOOD             USPSQD
 FH0783  HISTORY     - 1990     GOOD             USPSQD
 FH0783
 FH0783                          STATION DESCRIPTION
 FH0783
 FH0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0783'5.3 KM (3.3 MI) NE FROM LAVACA.
 FH0783'5.3 KM (3.3 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0783'LAVACA TO THE MARK ON THE RIGHT, 16.12 METERS (52.9 FT) EAST OF THE
 FH0783'CENTERLINE OF HIGHWAY 96, 10.00 METERS (32.7 FT) SOUTH-SOUTHWEST OF
 FH0783'THE SOUTHWEST CORNER OF A BRICK HOUSE, 4.91 METERS (16.1 FT) EAST OF
 FH0783'THE CORNER FENCE POST, 4.57 METERS (15.0 FT) SOUTH OF THE APPROXIMATE
 FH0783'CENTER OF A DRIVEWAY, 1.37 METERS (4.5 FT) WEST OF A WOODEN POLE, AND
 FH0783'0.37 METERS (1.2 FT) NORTH OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FH0783'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FH0783
 FH0783                          STATION RECOVERY (1987)
 FH0783
 FH0783'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0783'RECOVERED IN GOOD CONDITION.
 FH0783
 FH0783                          STATION RECOVERY (1988)
 FH0783
 FH0783'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0783'RECOVERED IN GOOD CONDITION.
 FH0783
 FH0783                          STATION RECOVERY (1989)
 FH0783
 FH0783'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0783'RECOVERED IN GOOD CONDITION.
 FH0783
 FH0783                          STATION RECOVERY (1990)
 FH0783
 FH0783'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0928 ***********************************************************************
 FH0928  DESIGNATION -  A 298
 FH0928  PID         -  FH0928
 FH0928  STATE/COUNTY-  AR/SEBASTIAN
 FH0928  USGS QUAD   -  FORT SMITH (1987)
 FH0928
 FH0928                         *CURRENT SURVEY CONTROL
 FH0928  ___________________________________________________________________
 FH0928* NAD 83(1986)-  35 23 23.     (N)    094 25 45.     (W)     SCALED    
 FH0928* NAVD 88     -       136.052  (meters)     446.36   (feet)  ADJUSTED  
 FH0928  ___________________________________________________________________
 FH0928  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FH0928  DYNAMIC HT  -         135.925 (meters)     445.95  (feet)  COMP
 FH0928  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FH0928
 FH0928  VERT ORDER  -  FIRST     CLASS II
 FH0928
 FH0928.The horizontal coordinates were scaled from a topographic map and have
 FH0928.an estimated accuracy of +/- 6 seconds.
 FH0928
 FH0928.The orthometric height was determined by differential leveling
 FH0928.and adjusted by the National Geodetic Survey in June 1991..
 FH0928
 FH0928.The geoid height was determined by GEOID03.
 FH0928
 FH0928.The dynamic height is computed by dividing the NAVD 88
 FH0928.geopotential number by the normal gravity value computed on the
 FH0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0928.degrees latitude (g = 980.6199 gals.).
 FH0928
 FH0928.The modeled gravity was interpolated from observed gravity values.
 FH0928
 FH0928;                    North         East    Units  Estimated Accuracy
 FH0928;SPC AR N     -   119,920.      179,340.      MT  (+/- 180 meters Scaled)
 FH0928
 FH0928                          SUPERSEDED SURVEY CONTROL
 FH0928
 FH0928.No superseded survey control is available for this station.
 FH0928
 FH0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV702172(NAD 83)
 FH0928_MARKER: DV = VERTICAL CONTROL DISK
 FH0928_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH0928_SP_SET: PAVEMENT
 FH0928_STAMPING: A 298 1984
 FH0928_MARK LOGO: NGS   
 FH0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0928+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 FH0928
 FH0928  HISTORY     - Date     Condition        Report By
 FH0928  HISTORY     - 1984     MONUMENTED       NGS
 FH0928  HISTORY     - 1988     GOOD             USPSQD
 FH0928  HISTORY     - 1989     GOOD             USPSQD
 FH0928  HISTORY     - 19891101 GOOD             NGS
 FH0928  HISTORY     - 1990     GOOD             USPSQD
 FH0928
 FH0928                          STATION DESCRIPTION
 FH0928
 FH0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0928'IN FORT SMITH.
 FH0928'IN FORT SMITH, LOCATED AT THE SOUTHEAST END OF THE ARKANSAS RIVER
 FH0928'BRIDGE AND SOUTH 2ND STREET, AT THE SOUTHEAST BOUND LANES OF U.S.
 FH0928'HIGHWAY 64, SET FLUSH WITH THE PAVEMENT, 37.18 METERS (122.0 FT)
 FH0928'NORTHWEST OF THE CENTER OF SOUTH 2ND STREET, 7.07 METERS (23.2 FT)
 FH0928'NORTHWEST OF THE FORT SMITH CITY LIMIT SIGN POST, 4.57 METERS
 FH0928'(15.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEASTBOUND LANES,
 FH0928'1.43 METERS (4.7 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A STEEL
 FH0928'GRATE DRAIN, AND 0.21 METERS (0.7 FT) NORTHEAST OF THE CONCRETE
 FH0928'RAILING.
 FH0928'THE MARK IS ABOVE LEVEL WITH SOUTHEASTBOUND LANES.
 FH0928
 FH0928                          STATION RECOVERY (1988)
 FH0928
 FH0928'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0928'RECOVERED IN GOOD CONDITION.
 FH0928
 FH0928                          STATION RECOVERY (1989)
 FH0928
 FH0928'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0928'RECOVERED IN GOOD CONDITION.
 FH0928
 FH0928                          STATION RECOVERY (1989)
 FH0928
 FH0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0928'RECOVERED IN GOOD CONDITION.
 FH0928
 FH0928                          STATION RECOVERY (1990)
 FH0928
 FH0928'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0830 ***********************************************************************
 FH0830  DESIGNATION -  A 299
 FH0830  PID         -  FH0830
 FH0830  STATE/COUNTY-  AR/SEBASTIAN
 FH0830  USGS QUAD   -  HUNTINGTON (1987)
 FH0830
 FH0830                         *CURRENT SURVEY CONTROL
 FH0830  ___________________________________________________________________
 FH0830* NAD 83(1986)-  35 07 13.     (N)    094 16 04.     (W)     SCALED    
 FH0830* NAVD 88     -       182.161  (meters)     597.64   (feet)  ADJUSTED  
 FH0830  ___________________________________________________________________
 FH0830  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FH0830  DYNAMIC HT  -         181.979 (meters)     597.04  (feet)  COMP
 FH0830  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 FH0830
 FH0830  VERT ORDER  -  FIRST     CLASS II
 FH0830
 FH0830.The horizontal coordinates were scaled from a topographic map and have
 FH0830.an estimated accuracy of +/- 6 seconds.
 FH0830
 FH0830.The orthometric height was determined by differential leveling
 FH0830.and adjusted by the National Geodetic Survey in June 1991..
 FH0830
 FH0830.The geoid height was determined by GEOID03.
 FH0830
 FH0830.The dynamic height is computed by dividing the NAVD 88
 FH0830.geopotential number by the normal gravity value computed on the
 FH0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0830.degrees latitude (g = 980.6199 gals.).
 FH0830
 FH0830.The modeled gravity was interpolated from observed gravity values.
 FH0830
 FH0830;                    North         East    Units  Estimated Accuracy
 FH0830;SPC AR N     -    89,690.      193,310.      MT  (+/- 180 meters Scaled)
 FH0830
 FH0830                          SUPERSEDED SURVEY CONTROL
 FH0830
 FH0830.No superseded survey control is available for this station.
 FH0830
 FH0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU844871(NAD 83)
 FH0830_MARKER: I = METAL ROD
 FH0830_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0830+WITH SETTING: INFORMATION.
 FH0830_SP_SET: SHALLOW SET METAL ROD
 FH0830_STAMPING: A 299 1985
 FH0830_MARK LOGO: NGS   
 FH0830_PROJECTION: FLUSH
 FH0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0830_ROD/PIPE-DEPTH: 2.4  meters
 FH0830
 FH0830  HISTORY     - Date     Condition        Report By
 FH0830  HISTORY     - 1985     MONUMENTED       NGS
 FH0830  HISTORY     - 1987     GOOD             USPSQD
 FH0830  HISTORY     - 1987     GOOD             USPSQD
 FH0830  HISTORY     - 1988     GOOD             USPSQD
 FH0830  HISTORY     - 1989     GOOD             USPSQD
 FH0830  HISTORY     - 1990     GOOD             USPSQD
 FH0830
 FH0830                          STATION DESCRIPTION
 FH0830
 FH0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0830'18.2 KM (11.3 MI) SOUTH FROM GREENWOOD.
 FH0830'5.1 KM (3.15 MI) WEST ALONG COUNTY ROAD 10S SPUR FROM THE SEBASTIAN
 FH0830'COUNTY COURTHOUSE IN GREENWOOD, THENCE 13.1 KM (8.15 MI) SOUTH ALONG
 FH0830'U.S. HIGHWAY 71, AT A GRAVEL ROAD LEADING WEST AND A DIRT ROAD LEADING
 FH0830'EAST OVER A SMALL BRIDGE, 13.7 METERS (45.0 FT) WEST OF THE CENTERLINE
 FH0830'OF HIGHWAY 71, 4.6 METERS (15.0 FT) NORTH OF THE APPROXIMATE CENTER OF
 FH0830'A GRAVEL ROAD, 0.31 METERS (1.0 FT) SOUTH OF A FENCE LINE, 0.97 METERS
 FH0830'(3.2 FT) WEST OF A CORNER FENCE POST, 11.2 METERS (36.6 FT) SOUTH OF A
 FH0830'POWERLINE POLE, AND 7.1 METERS (23.2 FT) EAST OF A 30-INCH OAK TREE.
 FH0830'NOTE, DRIVEN TO REFUSAL.
 FH0830'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 FH0830'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FH0830
 FH0830                          STATION RECOVERY (1987)
 FH0830
 FH0830'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0830'RECOVERED IN GOOD CONDITION.
 FH0830
 FH0830                          STATION RECOVERY (1987)
 FH0830
 FH0830'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0830'RECOVERED IN GOOD CONDITION.
 FH0830
 FH0830                          STATION RECOVERY (1988)
 FH0830
 FH0830'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0830'RECOVERED IN GOOD CONDITION.
 FH0830
 FH0830                          STATION RECOVERY (1989)
 FH0830
 FH0830'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0830'RECOVERED IN GOOD CONDITION.
 FH0830
 FH0830                          STATION RECOVERY (1990)
 FH0830
 FH0830'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0722 ***********************************************************************
 FF0722  DESIGNATION -  A 3
 FF0722  PID         -  FF0722
 FF0722  STATE/COUNTY-  AR/CRAIGHEAD
 FF0722  USGS QUAD   -  BONO (1980)
 FF0722
 FF0722                         *CURRENT SURVEY CONTROL
 FF0722  ___________________________________________________________________
 FF0722* NAD 83(1986)-  35 57 14.     (N)    090 49 34.     (W)     SCALED    
 FF0722* NAVD 88     -        76.733  (meters)     251.75   (feet)  ADJUSTED  
 FF0722  ___________________________________________________________________
 FF0722  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FF0722  DYNAMIC HT  -          76.670 (meters)     251.54  (feet)  COMP
 FF0722  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 FF0722
 FF0722  VERT ORDER  -  FIRST     CLASS II
 FF0722
 FF0722.The horizontal coordinates were scaled from a topographic map and have
 FF0722.an estimated accuracy of +/- 6 seconds.
 FF0722
 FF0722.The orthometric height was determined by differential leveling
 FF0722.and adjusted by the National Geodetic Survey in June 1991..
 FF0722
 FF0722.The geoid height was determined by GEOID03.
 FF0722
 FF0722.The dynamic height is computed by dividing the NAVD 88
 FF0722.geopotential number by the normal gravity value computed on the
 FF0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0722.degrees latitude (g = 980.6199 gals.).
 FF0722
 FF0722.The modeled gravity was interpolated from observed gravity values.
 FF0722
 FF0722;                    North         East    Units  Estimated Accuracy
 FF0722;SPC AR N     -   180,420.      505,900.      MT  (+/- 180 meters Scaled)
 FF0722
 FF0722                          SUPERSEDED SURVEY CONTROL
 FF0722
 FF0722  NGVD 29 (10/05/93)   76.652  (m)          251.48   (f) ADJUSTED    1 2
 FF0722
 FF0722.Superseded values are not recommended for survey control.
 FF0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0722.See file dsdata.txt to determine how the superseded data were derived.
 FF0722
 FF0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV960810(NAD 83)
 FF0722_MARKER: DB = BENCH MARK DISK
 FF0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0722_SP_SET: CONCRETE POST
 FF0722_STAMPING: A 3 1928 251.446
 FF0722_MARK LOGO: CGS   
 FF0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0722+STABILITY: SURFACE MOTION
 FF0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0722+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 FF0722
 FF0722  HISTORY     - Date     Condition        Report By
 FF0722  HISTORY     - 1928     MONUMENTED       CGS
 FF0722  HISTORY     - 1944     GOOD             CGS
 FF0722  HISTORY     - 19920323 GOOD             NGS
 FF0722  HISTORY     - 20020827 GOOD             USACE
 FF0722
 FF0722                          STATION DESCRIPTION
 FF0722
 FF0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FF0722'3.3 MI NW FROM BONO.
 FF0722'3.3 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 FF0722'FROM THE STATION AT BONO, CRAIGHEAD COUNTY, 51 FEET NORTHWEST OF
 FF0722'THE STATION SIGN AT PAULS, 7.5 FEET WEST OF POLE 408/23, 24 FEET
 FF0722'NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, IN LINE WITH A
 FF0722'ROW OF POLES, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.
 FF0722'A STANDARD DISK, STAMPED 251.466 A 3 1928 AND SET IN THE TOP OF A
 FF0722'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 FF0722
 FF0722                          STATION RECOVERY (1992)
 FF0722
 FF0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0722'4.2 KM (2.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF0722'IN SEDGWICK, 42.6 M (139.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 FF0722'15.5 M (50.9 FT) WEST OF THE WEST CORNER OF A GARAGE, 8.3 M
 FF0722'(27.2 FT) NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 FF0722'RAILROAD, 5.3 M (17.4 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD,
 FF0722'2.2 M (7.2 FT) NORTHWEST OF A UTILITY POLE, 1.9 M (6.2 FT) BELOW THE
 FF0722'LEVEL OF THE TRACK, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST, AND
 FF0722'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FF0722
 FF0722                          STATION RECOVERY (2002)
 FF0722
 FF0722'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0722'THE STATION IS 1 FT S OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1211 ***********************************************************************
 FG1211  DESIGNATION -  A 30
 FG1211  PID         -  FG1211
 FG1211  STATE/COUNTY-  AR/JOHNSON
 FG1211  USGS QUAD   -  HARTMAN (1993)
 FG1211
 FG1211                         *CURRENT SURVEY CONTROL
 FG1211  ___________________________________________________________________
 FG1211* NAD 83(1986)-  35 25 35.     (N)    093 33 53.     (W)     SCALED    
 FG1211* NAVD 88     -       116.763  (meters)     383.08   (feet)  ADJUSTED  
 FG1211  ___________________________________________________________________
 FG1211  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FG1211  DYNAMIC HT  -         116.655 (meters)     382.73  (feet)  COMP
 FG1211  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FG1211
 FG1211  VERT ORDER  -  FIRST     CLASS II
 FG1211
 FG1211.The horizontal coordinates were scaled from a topographic map and have
 FG1211.an estimated accuracy of +/- 6 seconds.
 FG1211
 FG1211.The orthometric height was determined by differential leveling
 FG1211.and adjusted by the National Geodetic Survey in June 1991..
 FG1211
 FG1211.The geoid height was determined by GEOID03.
 FG1211
 FG1211.The dynamic height is computed by dividing the NAVD 88
 FG1211.geopotential number by the normal gravity value computed on the
 FG1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1211.degrees latitude (g = 980.6199 gals.).
 FG1211
 FG1211.The modeled gravity was interpolated from observed gravity values.
 FG1211
 FG1211;                    North         East    Units  Estimated Accuracy
 FG1211;SPC AR N     -   122,390.      257,920.      MT  (+/- 180 meters Scaled)
 FG1211
 FG1211                          SUPERSEDED SURVEY CONTROL
 FG1211
 FG1211  NGVD 29 (??/??/92)  116.736  (m)          382.99   (f) ADJ UNCH    1 2
 FG1211
 FG1211.Superseded values are not recommended for survey control.
 FG1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1211.See file dsdata.txt to determine how the superseded data were derived.
 FG1211
 FG1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV487204(NAD 83)
 FG1211_MARKER: DB = BENCH MARK DISK
 FG1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1211_SP_SET: MONUMENT
 FG1211_STAMPING: 382.991 A 30 1932
 FG1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1211
 FG1211  HISTORY     - Date     Condition        Report By
 FG1211  HISTORY     - 1932     MONUMENTED       CGS
 FG1211  HISTORY     - 1971     GOOD             NGS
 FG1211  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1211
 FG1211                          STATION DESCRIPTION
 FG1211
 FG1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FG1211'2.8 MI E FROM HARTMAN.
 FG1211'TO REACH THE MARK FROM THE HARTMAN HIGH SCHOOL IN HARTMAN, GO EAST ON
 FG1211'U.S. HIGHWAY 64 FOR 1.2 MILES TO THE JUNCTION OF STATE HIGHWAY 194.
 FG1211'TURN RIGHT AND GO EAST ON HIGHWAY 194 FOR 1.85 MILES TO THE MARK ON
 FG1211'THE RIGHT.  THE BENCH MARK IS A STANDARD DISK, STAMPED 382.991 A 30
 FG1211'1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FG1211'PROJECTS THREE INCHES ABOVE THE GROUND.  IT IS LOCATED ON MISSOURI
 FG1211'PACIFIC RAILROAD RIGHT-OF-WAY ABOUT 0.1 MILE WEST OF A ROAD CROSSING.
 FG1211'IT IS 2.8 FEET SOUTH OF A WIRE FENCE, 37.5 FEET EAST OF A TELEPHONE
 FG1211'LINE POLE, 43.5 FEET NORTH OF THE NORTH RAIL, AND 44.5 FEET SOUTH OF
 FG1211'THE CENTERLINE OF STATE HIGHWAY 194.  1,050 FEET N OF SW CORNER OF NW
 FG1211'1/4, SEC 21, T 9N, R 24W.
 FG1211
 FG1211                          STATION RECOVERY (1984)
 FG1211
 FG1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1211'NOT RECOVERED, ROAD GONE, POLES MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0688 ***********************************************************************
 EK0688  DESIGNATION -  A 300
 EK0688  PID         -  EK0688
 EK0688  STATE/COUNTY-  AR/SCOTT
 EK0688  USGS QUAD   -  BOLES (1983)
 EK0688
 EK0688                         *CURRENT SURVEY CONTROL
 EK0688  ___________________________________________________________________
 EK0688* NAD 83(1986)-  34 46 12.     (N)    094 04 13.     (W)     SCALED    
 EK0688* NAVD 88     -       205.691  (meters)     674.84   (feet)  ADJUSTED  
 EK0688  ___________________________________________________________________
 EK0688  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 EK0688  DYNAMIC HT  -         205.475 (meters)     674.13  (feet)  COMP
 EK0688  MODELED GRAV-     979,580.0   (mgal)                       NAVD 88
 EK0688
 EK0688  VERT ORDER  -  FIRST     CLASS II
 EK0688
 EK0688.The horizontal coordinates were scaled from a topographic map and have
 EK0688.an estimated accuracy of +/- 6 seconds.
 EK0688
 EK0688.The orthometric height was determined by differential leveling
 EK0688.and adjusted by the National Geodetic Survey in June 1991..
 EK0688
 EK0688.The geoid height was determined by GEOID03.
 EK0688
 EK0688.The dynamic height is computed by dividing the NAVD 88
 EK0688.geopotential number by the normal gravity value computed on the
 EK0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0688.degrees latitude (g = 980.6199 gals.).
 EK0688
 EK0688.The modeled gravity was interpolated from observed gravity values.
 EK0688
 EK0688;                    North         East    Units  Estimated Accuracy
 EK0688;SPC AR N     -    50,440.      210,490.      MT  (+/- 180 meters Scaled)
 EK0688
 EK0688                          SUPERSEDED SURVEY CONTROL
 EK0688
 EK0688.No superseded survey control is available for this station.
 EK0688
 EK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU020480(NAD 83)
 EK0688_MARKER: I = METAL ROD
 EK0688_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0688+WITH SETTING: INFORMATION.
 EK0688_SP_SET: SHALLOW SET METAL ROD
 EK0688_STAMPING: A 300 1985
 EK0688_MARK LOGO: NGS   
 EK0688_PROJECTION: FLUSH
 EK0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0688_ROD/PIPE-DEPTH: 1.8  meters
 EK0688
 EK0688  HISTORY     - Date     Condition        Report By
 EK0688  HISTORY     - 1985     MONUMENTED       NGS
 EK0688  HISTORY     - 1987     GOOD             USPSQD
 EK0688  HISTORY     - 1987     GOOD             USPSQD
 EK0688  HISTORY     - 1988     GOOD             USPSQD
 EK0688  HISTORY     - 1989     GOOD             USPSQD
 EK0688  HISTORY     - 1990     GOOD             USPSQD
 EK0688
 EK0688                          STATION DESCRIPTION
 EK0688
 EK0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0688'2.7 KM (1.65 MI) SOUTH FROM BOLES.
 EK0688'2.7 KM (1.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0688'IN BOLES, AT A DIRT ROAD LEADING NORTH-NORTHWEST TO THE FOX TAX
 EK0688'SERVICE, SET BETWEEN TWO WITNESS POSTS, 18.0 METERS (58.9 FT)
 EK0688'NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY 71, 6.1 METERS (20.0 FT)
 EK0688'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 0.31 METERS
 EK0688'(1.0 FT) WEST-SOUTHWEST OF A FENCE LINE, 5.3 METERS (17.4 FT)
 EK0688'WEST-NORTHWEST OF A CORNER FENCE POST, AND 5.8 METERS (19.0 FT)
 EK0688'WEST-NORTHWEST OF A POWERLINE POLE AND TELEPHONE JUNCTION BOX.  NOTE,
 EK0688'DRIVEN TO REFUSAL.
 EK0688'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 EK0688'THE MARK IS 0.31 M ABOVE DIRT ROAD.
 EK0688
 EK0688                          STATION RECOVERY (1987)
 EK0688
 EK0688'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0688'RECOVERED IN GOOD CONDITION.
 EK0688
 EK0688                          STATION RECOVERY (1987)
 EK0688
 EK0688'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0688'RECOVERED IN GOOD CONDITION.
 EK0688
 EK0688                          STATION RECOVERY (1988)
 EK0688
 EK0688'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0688'RECOVERED IN GOOD CONDITION.
 EK0688
 EK0688                          STATION RECOVERY (1989)
 EK0688
 EK0688'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0688'RECOVERED IN GOOD CONDITION.
 EK0688
 EK0688                          STATION RECOVERY (1990)
 EK0688
 EK0688'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0717 ***********************************************************************
 EK0717  DESIGNATION -  A 301
 EK0717  PID         -  EK0717
 EK0717  STATE/COUNTY-  AR/POLK
 EK0717  USGS QUAD   -  POTTER (1979)
 EK0717
 EK0717                         *CURRENT SURVEY CONTROL
 EK0717  ___________________________________________________________________
 EK0717* NAD 83(1986)-  34 32 33.     (N)    094 18 43.     (W)     SCALED    
 EK0717* NAVD 88     -       335.763  (meters)    1101.58   (feet)  ADJUSTED  
 EK0717  ___________________________________________________________________
 EK0717  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 EK0717  DYNAMIC HT  -         335.398 (meters)    1100.38  (feet)  COMP
 EK0717  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 EK0717
 EK0717  VERT ORDER  -  FIRST     CLASS II
 EK0717
 EK0717.The horizontal coordinates were scaled from a topographic map and have
 EK0717.an estimated accuracy of +/- 6 seconds.
 EK0717
 EK0717.The orthometric height was determined by differential leveling
 EK0717.and adjusted by the National Geodetic Survey in June 1991..
 EK0717
 EK0717.The geoid height was determined by GEOID03.
 EK0717
 EK0717.The dynamic height is computed by dividing the NAVD 88
 EK0717.geopotential number by the normal gravity value computed on the
 EK0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0717.degrees latitude (g = 980.6199 gals.).
 EK0717
 EK0717.The modeled gravity was interpolated from observed gravity values.
 EK0717
 EK0717;                    North         East    Units  Estimated Accuracy
 EK0717;SPC AR S     -   610,450.      187,810.      MT  (+/- 180 meters Scaled)
 EK0717
 EK0717                          SUPERSEDED SURVEY CONTROL
 EK0717
 EK0717.No superseded survey control is available for this station.
 EK0717
 EK0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU796230(NAD 83)
 EK0717_MARKER: I = METAL ROD
 EK0717_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0717+WITH SETTING: INFORMATION.
 EK0717_SP_SET: SHALLOW SET METAL ROD
 EK0717_STAMPING: A 301 1985
 EK0717_MARK LOGO: NGS   
 EK0717_PROJECTION: FLUSH
 EK0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0717_ROD/PIPE-DEPTH: 1.5  meters
 EK0717
 EK0717  HISTORY     - Date     Condition        Report By
 EK0717  HISTORY     - 1985     MONUMENTED       NGS
 EK0717  HISTORY     - 1987     GOOD             USPSQD
 EK0717  HISTORY     - 1987     GOOD             USPSQD
 EK0717  HISTORY     - 1988     GOOD             USPSQD
 EK0717  HISTORY     - 1989     GOOD             USPSQD
 EK0717  HISTORY     - 1990     GOOD             USPSQD
 EK0717
 EK0717                          STATION DESCRIPTION
 EK0717
 EK0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0717'9.2 KM (5.7 MI) SW FROM MENA.
 EK0717'9.2 KM (5.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0717'RAILROAD STATION IN MENA, AT A DIRT ROAD LEADING EAST-SOUTHEAST, AT
 EK0717'THE TOP OF A LOW HILL, SET BETWEEN TWO WITNESS POSTS, 14.9 METERS
 EK0717'(49.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS
 EK0717'(45.0 FT) NORTHEAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 EK0717'0.42 METERS (1.4 FT) WEST-NORTHWEST OF A FENCE LINE, AND 3.0 METERS
 EK0717'(10.0 FT) NORTH-NORTHEAST OF A 20-INCH OAK TREE.  NOTE, DRIVEN TO
 EK0717'REFUSAL.
 EK0717'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 EK0717'THE MARK IS 0.31 M ABOVE HIGHWAY.
 EK0717
 EK0717                          STATION RECOVERY (1987)
 EK0717
 EK0717'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0717'RECOVERED IN GOOD CONDITION.
 EK0717
 EK0717                          STATION RECOVERY (1987)
 EK0717
 EK0717'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0717'RECOVERED IN GOOD CONDITION.
 EK0717
 EK0717                          STATION RECOVERY (1988)
 EK0717
 EK0717'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0717'RECOVERED IN GOOD CONDITION.
 EK0717
 EK0717                          STATION RECOVERY (1989)
 EK0717
 EK0717'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0717'RECOVERED IN GOOD CONDITION.
 EK0717
 EK0717                          STATION RECOVERY (1990)
 EK0717
 EK0717'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0741 ***********************************************************************
 EK0741  DESIGNATION -  A 302
 EK0741  PID         -  EK0741
 EK0741  STATE/COUNTY-  AR/POLK
 EK0741  USGS QUAD   -  WICKES (1985)
 EK0741
 EK0741                         *CURRENT SURVEY CONTROL
 EK0741  ___________________________________________________________________
 EK0741* NAD 83(1986)-  34 16 28.     (N)    094 20 15.     (W)     SCALED    
 EK0741* NAVD 88     -       309.087  (meters)    1014.06   (feet)  ADJUSTED  
 EK0741  ___________________________________________________________________
 EK0741  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EK0741  DYNAMIC HT  -         308.766 (meters)    1013.01  (feet)  COMP
 EK0741  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 EK0741
 EK0741  VERT ORDER  -  FIRST     CLASS II
 EK0741
 EK0741.The horizontal coordinates were scaled from a topographic map and have
 EK0741.an estimated accuracy of +/- 6 seconds.
 EK0741
 EK0741.The orthometric height was determined by differential leveling
 EK0741.and adjusted by the National Geodetic Survey in June 1991..
 EK0741
 EK0741.The geoid height was determined by GEOID03.
 EK0741
 EK0741.The dynamic height is computed by dividing the NAVD 88
 EK0741.geopotential number by the normal gravity value computed on the
 EK0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0741.degrees latitude (g = 980.6199 gals.).
 EK0741
 EK0741.The modeled gravity was interpolated from observed gravity values.
 EK0741
 EK0741;                    North         East    Units  Estimated Accuracy
 EK0741;SPC AR S     -   580,780.      184,780.      MT  (+/- 180 meters Scaled)
 EK0741
 EK0741                          SUPERSEDED SURVEY CONTROL
 EK0741
 EK0741.No superseded survey control is available for this station.
 EK0741
 EK0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT768933(NAD 83)
 EK0741_MARKER: I = METAL ROD
 EK0741_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0741+WITH SETTING: INFORMATION.
 EK0741_SP_SET: SHALLOW SET METAL ROD
 EK0741_STAMPING: A 302 1985
 EK0741_MARK LOGO: NGS   
 EK0741_PROJECTION: FLUSH
 EK0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0741_ROD/PIPE-DEPTH: 2.0  meters
 EK0741
 EK0741  HISTORY     - Date     Condition        Report By
 EK0741  HISTORY     - 1985     MONUMENTED       NGS
 EK0741  HISTORY     - 1987     GOOD             USPSQD
 EK0741  HISTORY     - 1988     GOOD             USPSQD
 EK0741  HISTORY     - 1989     GOOD             USPSQD
 EK0741  HISTORY     - 1990     GOOD             USPSQD
 EK0741
 EK0741                          STATION DESCRIPTION
 EK0741
 EK0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0741'3.7 KM (2.3 MI) SOUTH FROM WICKES.
 EK0741'0.16 KM (0.1 MI) WEST ALONG PINE STREET FROM THE POST OFFICE IN
 EK0741'WICKES, THENCE 3.5 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 71, AT A DIRT
 EK0741'ROAD LEADING WEST, 41.6 METERS (136.5 FT) WEST OF THE CENTERLINE OF
 EK0741'HIGHWAY 71, 7.3 METERS (24.0 FT) SOUTH OF THE APPROXIMATE CENTER OF
 EK0741'THE DIRT ROAD LEADING WEST, 14.1 METERS (46.3 FT) WEST OF THE WEST
 EK0741'RAIL OF THE KANSAS CITY SOUTHERN RAILROAD, AND 1.8 METERS (6.0 FT)
 EK0741'NORTH-NORTHEAST OF AN OLD FENCE LINE.  NOTE, DRIVEN TO REFUSAL.
 EK0741'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0741'THE MARK IS 0.61 M ABOVE RAILROAD.
 EK0741
 EK0741                          STATION RECOVERY (1987)
 EK0741
 EK0741'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0741'RECOVERED IN GOOD CONDITION.
 EK0741
 EK0741                          STATION RECOVERY (1988)
 EK0741
 EK0741'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0741'RECOVERED IN GOOD CONDITION.
 EK0741
 EK0741                          STATION RECOVERY (1989)
 EK0741
 EK0741'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0741'RECOVERED IN GOOD CONDITION.
 EK0741
 EK0741                          STATION RECOVERY (1990)
 EK0741
 EK0741'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1054 ***********************************************************************
 DM1054  DESIGNATION -  A 303
 DM1054  PID         -  DM1054
 DM1054  STATE/COUNTY-  AR/SEVIER
 DM1054  USGS QUAD   -  HORATIO (1975)
 DM1054
 DM1054                         *CURRENT SURVEY CONTROL
 DM1054  ___________________________________________________________________
 DM1054* NAD 83(1986)-  33 56 17.     (N)    094 21 05.     (W)     SCALED    
 DM1054* NAVD 88     -       115.197  (meters)     377.94   (feet)  ADJUSTED  
 DM1054  ___________________________________________________________________
 DM1054  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DM1054  DYNAMIC HT  -         115.079 (meters)     377.56  (feet)  COMP
 DM1054  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 DM1054
 DM1054  VERT ORDER  -  FIRST     CLASS II
 DM1054
 DM1054.The horizontal coordinates were scaled from a topographic map and have
 DM1054.an estimated accuracy of +/- 6 seconds.
 DM1054
 DM1054.The orthometric height was determined by differential leveling
 DM1054.and adjusted by the National Geodetic Survey in June 1991..
 DM1054
 DM1054.The geoid height was determined by GEOID03.
 DM1054
 DM1054.The dynamic height is computed by dividing the NAVD 88
 DM1054.geopotential number by the normal gravity value computed on the
 DM1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1054.degrees latitude (g = 980.6199 gals.).
 DM1054
 DM1054.The modeled gravity was interpolated from observed gravity values.
 DM1054
 DM1054;                    North         East    Units  Estimated Accuracy
 DM1054;SPC AR S     -   543,510.      182,650.      MT  (+/- 180 meters Scaled)
 DM1054
 DM1054                          SUPERSEDED SURVEY CONTROL
 DM1054
 DM1054.No superseded survey control is available for this station.
 DM1054
 DM1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT751561(NAD 83)
 DM1054_MARKER: I = METAL ROD
 DM1054_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1054_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1054_STAMPING: A 303 1985
 DM1054_MARK LOGO: NGS   
 DM1054_PROJECTION: RECESSED 5 CENTIMETERS
 DM1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1054+STABILITY: POSITION/ELEVATION WELL
 DM1054_ROD/PIPE-DEPTH: 7.6  meters
 DM1054_SLEEVE-DEPTH  : 6.1 meters
 DM1054
 DM1054  HISTORY     - Date     Condition        Report By
 DM1054  HISTORY     - 1985     MONUMENTED       NGS
 DM1054  HISTORY     - 1987     GOOD             USPSQD
 DM1054  HISTORY     - 1988     GOOD             USPSQD
 DM1054  HISTORY     - 1989     GOOD             USPSQD
 DM1054  HISTORY     - 1990     GOOD             USPSQD
 DM1054  HISTORY     - 19920823 GOOD             USPSQD
 DM1054
 DM1054                          STATION DESCRIPTION
 DM1054
 DM1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1054'0.64 KM (0.4 MI) EAST FROM HORATIO.
 DM1054'0.64 KM (0.4 MI) EAST ALONG STATE ROUTE 41 FROM THE POST OFFICE IN
 DM1054'HORATIO, AT THE WEST SIDE OF THE HORATIO HIGH SCHOOL CAFETERIA
 DM1054'BUILDING, BETWEEN THE HIGH SCHOOL BILLBOARD SIGN AND A CORNERSTONE
 DM1054'MONUMENT, ABOUT 42.6 METERS (140.0 FT) WEST OF THE WEST FACE OF THE
 DM1054'CAFETERIA BUILDING, 17.1 METERS (56.0 FT) NORTH OF THE APPROXIMATE
 DM1054'CENTER OF AN EAST-WEST ASPHALT DRIVE, 26.6 METERS (97.0 FT) SOUTH OF
 DM1054'THE CENTERLINE OF STATE ROUTE 41, 24.4 METERS (80.0 FT) NORTH OF THE
 DM1054'NORTH FACE OF THE ELEMENTARY SCHOOL BUILDING, 9.5 METERS (31.0 FT)
 DM1054'NORTHEAST OF A POWERLINE POLE, 2.2 METERS (7.3 FT) SOUTHEAST OF THE
 DM1054'NORTHEAST CORNER OF A BRICK PLANTER OF THE SCHOOL BILLBOARD SIGN, AND
 DM1054'2.1 METERS (7.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK
 DM1054'CORNERSTONE MONUMENT.
 DM1054'THE MARK IS 9.5 METERS  NE FROM A WITNESS POST.
 DM1054'THE MARK IS 0.31 M ABOVE DRIVE.
 DM1054
 DM1054                          STATION RECOVERY (1987)
 DM1054
 DM1054'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1054'RECOVERED IN GOOD CONDITION.
 DM1054
 DM1054                          STATION RECOVERY (1988)
 DM1054
 DM1054'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1054'RECOVERED IN GOOD CONDITION.
 DM1054
 DM1054                          STATION RECOVERY (1989)
 DM1054
 DM1054'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1054'RECOVERED IN GOOD CONDITION.
 DM1054
 DM1054                          STATION RECOVERY (1990)
 DM1054
 DM1054'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1054'RECOVERED IN GOOD CONDITION.
 DM1054
 DM1054                          STATION RECOVERY (1992)
 DM1054
 DM1054'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1075 ***********************************************************************
 DM1075  DESIGNATION -  A 304
 DM1075  PID         -  DM1075
 DM1075  STATE/COUNTY-  AR/LITTLE RIVER
 DM1075  USGS QUAD   -  FALLS CHAPEL (1975)
 DM1075
 DM1075                         *CURRENT SURVEY CONTROL
 DM1075  ___________________________________________________________________
 DM1075* NAD 83(1986)-  33 45 25.     (N)    094 12 31.     (W)     SCALED    
 DM1075* NAVD 88     -        91.933  (meters)     301.62   (feet)  ADJUSTED  
 DM1075  ___________________________________________________________________
 DM1075  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DM1075  DYNAMIC HT  -          91.839 (meters)     301.31  (feet)  COMP
 DM1075  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 DM1075
 DM1075  VERT ORDER  -  FIRST     CLASS II
 DM1075
 DM1075.The horizontal coordinates were scaled from a topographic map and have
 DM1075.an estimated accuracy of +/- 6 seconds.
 DM1075
 DM1075.The orthometric height was determined by differential leveling
 DM1075.and adjusted by the National Geodetic Survey in June 1991..
 DM1075
 DM1075.The geoid height was determined by GEOID03.
 DM1075
 DM1075.The dynamic height is computed by dividing the NAVD 88
 DM1075.geopotential number by the normal gravity value computed on the
 DM1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1075.degrees latitude (g = 980.6199 gals.).
 DM1075
 DM1075.The modeled gravity was interpolated from observed gravity values.
 DM1075
 DM1075;                    North         East    Units  Estimated Accuracy
 DM1075;SPC AR S     -   523,130.      195,410.      MT  (+/- 180 meters Scaled)
 DM1075
 DM1075                          SUPERSEDED SURVEY CONTROL
 DM1075
 DM1075.No superseded survey control is available for this station.
 DM1075
 DM1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT880358(NAD 83)
 DM1075_MARKER: DB = BENCH MARK DISK
 DM1075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1075_SP_SET: BOX CULVERT
 DM1075_STAMPING: A 304 1985
 DM1075_MARK LOGO: NGS   
 DM1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1075
 DM1075  HISTORY     - Date     Condition        Report By
 DM1075  HISTORY     - 1985     MONUMENTED       NGS
 DM1075  HISTORY     - 1987     GOOD             USPSQD
 DM1075  HISTORY     - 1988     GOOD             USPSQD
 DM1075  HISTORY     - 1989     GOOD             USPSQD
 DM1075  HISTORY     - 1990     GOOD             USPSQD
 DM1075  HISTORY     - 19920823 GOOD             USPSQD
 DM1075
 DM1075                          STATION DESCRIPTION
 DM1075
 DM1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1075'7.4 KM (4.6 MI) EAST FROM ALLEENE.
 DM1075'7.4 KM (4.6 MI) SOUTH AND EASTERLY ALONG STATE ROUTE 234 FROM THE POST
 DM1075'OFFICE IN ALLEENE, SET IN TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 DM1075'AN 18-FEET DOUBLE BOX CULVERT UNDER HIGHWAY 234, AND 5.2 METERS
 DM1075'(17.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DM1075'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1075
 DM1075                          STATION RECOVERY (1987)
 DM1075
 DM1075'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1075'RECOVERED IN GOOD CONDITION.
 DM1075
 DM1075                          STATION RECOVERY (1988)
 DM1075
 DM1075'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1075'RECOVERED IN GOOD CONDITION.
 DM1075
 DM1075                          STATION RECOVERY (1989)
 DM1075
 DM1075'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1075'RECOVERED IN GOOD CONDITION.
 DM1075
 DM1075                          STATION RECOVERY (1990)
 DM1075
 DM1075'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1075'RECOVERED IN GOOD CONDITION.
 DM1075
 DM1075                          STATION RECOVERY (1992)
 DM1075
 DM1075'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2603 ***********************************************************************
 EH2603  DESIGNATION -  A 305
 EH2603  PID         -  EH2603
 EH2603  STATE/COUNTY-  AR/PHILLIPS
 EH2603  USGS QUAD   -  HELENA (1982)
 EH2603
 EH2603                         *CURRENT SURVEY CONTROL
 EH2603  ___________________________________________________________________
 EH2603* NAD 83(1986)-  34 31 44.     (N)    090 35 08.     (W)     SCALED    
 EH2603* NAVD 88     -        58.054  (meters)     190.47   (feet)  ADJUSTED  
 EH2603  ___________________________________________________________________
 EH2603  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH2603  DYNAMIC HT  -          57.998 (meters)     190.28  (feet)  COMP
 EH2603  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 EH2603
 EH2603  VERT ORDER  -  FIRST     CLASS II
 EH2603
 EH2603.The horizontal coordinates were scaled from a topographic map and have
 EH2603.an estimated accuracy of +/- 6 seconds.
 EH2603
 EH2603.The orthometric height was determined by differential leveling
 EH2603.and adjusted by the National Geodetic Survey in June 1991..
 EH2603
 EH2603.The geoid height was determined by GEOID03.
 EH2603
 EH2603.The dynamic height is computed by dividing the NAVD 88
 EH2603.geopotential number by the normal gravity value computed on the
 EH2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2603.degrees latitude (g = 980.6199 gals.).
 EH2603
 EH2603.The modeled gravity was interpolated from observed gravity values.
 EH2603
 EH2603;                    North         East    Units  Estimated Accuracy
 EH2603;SPC AR S     -   607,440.      529,850.      MT  (+/- 180 meters Scaled)
 EH2603
 EH2603                          SUPERSEDED SURVEY CONTROL
 EH2603
 EH2603  NGVD 29 (??/??/??)   58.092  (m)          190.59   (f) ADJUSTED    1 2
 EH2603
 EH2603.Superseded values are not recommended for survey control.
 EH2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2603.See file dsdata.txt to determine how the superseded data were derived.
 EH2603
 EH2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU216234(NAD 83)
 EH2603_MARKER: DB = BENCH MARK DISK
 EH2603_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EH2603_SP_SET: COURTHOUSE
 EH2603_STAMPING: A 305 1985
 EH2603_MARK LOGO: NGS   
 EH2603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH2603+STABILITY: POSITION/ELEVATION WELL
 EH2603
 EH2603  HISTORY     - Date     Condition        Report By
 EH2603  HISTORY     - 1985     MONUMENTED       NGS
 EH2603  HISTORY     - 20001205 GOOD             NGS
 EH2603
 EH2603                          STATION DESCRIPTION
 EH2603
 EH2603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2603'IN HELENA.
 EH2603'IN HELENA, NEAR THE JUNCTION OF CHERRY AND PERRY STREETS, SET
 EH2603'VERTICALLY IN THE NORTH FACE, AT THE NORTHEAST CORNER OF THE PHILLIPS
 EH2603'COUNTY COURTHOUSE (BUILT IN 1914), 7.7 METERS (25.8 FT) SOUTH OF THE
 EH2603'SOUTH CURB OF PERRY STREET, AND 12.7 METERS (41.5 FT) EAST OF THE EAST
 EH2603'BRICK FACE OF THE NORTH ANTRANCE STEPS.  NOTE, THE COURTHOUSE IS SET
 EH2603'ON DEEP DRIVEN PIERS WITH A DEEP FOUNDATION AND IS HIGHLY STABLE THIS
 EH2603'DATE.
 EH2603'THE MARK IS 0.33 M ABOVE GROUND.
 EH2603
 EH2603                          STATION RECOVERY (2000)
 EH2603
 EH2603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 EH2603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1246 ***********************************************************************
 DL1246  DESIGNATION -  A 307
 DL1246  PID         -  DL1246
 DL1246  STATE/COUNTY-  AR/MILLER
 DL1246  USGS QUAD   -  FOUKE NE (1975)
 DL1246
 DL1246                         *CURRENT SURVEY CONTROL
 DL1246  ___________________________________________________________________
 DL1246* NAD 83(1986)-  33 25 24.     (N)    093 52 04.     (W)     SCALED    
 DL1246* NAVD 88     -        78.504  (meters)     257.56   (feet)  ADJUSTED  
 DL1246  ___________________________________________________________________
 DL1246  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DL1246  DYNAMIC HT  -          78.420 (meters)     257.28  (feet)  COMP
 DL1246  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DL1246
 DL1246  VERT ORDER  -  FIRST     CLASS II
 DL1246
 DL1246.The horizontal coordinates were scaled from a topographic map and have
 DL1246.an estimated accuracy of +/- 6 seconds.
 DL1246
 DL1246.The orthometric height was determined by differential leveling
 DL1246.and adjusted by the National Geodetic Survey in June 1991..
 DL1246
 DL1246.The geoid height was determined by GEOID03.
 DL1246
 DL1246.The dynamic height is computed by dividing the NAVD 88
 DL1246.geopotential number by the normal gravity value computed on the
 DL1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1246.degrees latitude (g = 980.6199 gals.).
 DL1246
 DL1246.The modeled gravity was interpolated from observed gravity values.
 DL1246
 DL1246;                    North         East    Units  Estimated Accuracy
 DL1246;SPC AR S     -   485,510.      226,300.      MT  (+/- 180 meters Scaled)
 DL1246
 DL1246                          SUPERSEDED SURVEY CONTROL
 DL1246
 DL1246.No superseded survey control is available for this station.
 DL1246
 DL1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS193985(NAD 83)
 DL1246_MARKER: I = METAL ROD
 DL1246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1246_SP_SET: STAINLESS STEEL ROD
 DL1246_STAMPING: A 307 1985
 DL1246_MARK LOGO: NGS   
 DL1246_PROJECTION: FLUSH
 DL1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1246_ROD/PIPE-DEPTH: 5.5  meters
 DL1246
 DL1246  HISTORY     - Date     Condition        Report By
 DL1246  HISTORY     - 1985     MONUMENTED       NGS
 DL1246
 DL1246                          STATION DESCRIPTION
 DL1246
 DL1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DL1246'16.5 KM (10.25 MI) EAST FROM TEXARKANA.
 DL1246'16.5 KM (10.25 MI) EASTERLY ALONG U.S. HIGHWAY 82 FROM ITS WEST
 DL1246'JUNCTION WITH U.S. HIGHWAY 71 IN TEXARKANA, 1.1 KM (0.7 MI) WEST OF
 DL1246'THE INTERSECTION OF A GRAVELED ROAD, AT A UTILITY LINE CROSSING THE
 DL1246'HIGHWAY, 19.2 M (63.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 DL1246'10.0 M (32.8 FT) SOUTH-SOUTHWEST OF THE EAST END OF A 3.O FOOT DRAIN
 DL1246'PIPE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DL1246'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DL1246'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1096 ***********************************************************************
 DM1096  DESIGNATION -  A 308
 DM1096  PID         -  DM1096
 DM1096  STATE/COUNTY-  AR/LITTLE RIVER
 DM1096  USGS QUAD   -  ARDEN (1975)
 DM1096
 DM1096                         *CURRENT SURVEY CONTROL
 DM1096  ___________________________________________________________________
 DM1096* NAD 83(1986)-  33 40 00.     (N)    094 18 39.     (W)     SCALED    
 DM1096* NAVD 88     -       101.672  (meters)     333.57   (feet)  ADJUSTED  
 DM1096  ___________________________________________________________________
 DM1096  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DM1096  DYNAMIC HT  -         101.567 (meters)     333.22  (feet)  COMP
 DM1096  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 DM1096
 DM1096  VERT ORDER  -  FIRST     CLASS II
 DM1096
 DM1096.The horizontal coordinates were scaled from a topographic map and have
 DM1096.an estimated accuracy of +/- 6 seconds.
 DM1096
 DM1096.The orthometric height was determined by differential leveling
 DM1096.and adjusted by the National Geodetic Survey in June 1991..
 DM1096
 DM1096.The geoid height was determined by GEOID03.
 DM1096
 DM1096.The dynamic height is computed by dividing the NAVD 88
 DM1096.geopotential number by the normal gravity value computed on the
 DM1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1096.degrees latitude (g = 980.6199 gals.).
 DM1096
 DM1096.The modeled gravity was interpolated from observed gravity values.
 DM1096
 DM1096;                    North         East    Units  Estimated Accuracy
 DM1096;SPC AR S     -   513,330.      185,720.      MT  (+/- 180 meters Scaled)
 DM1096
 DM1096                          SUPERSEDED SURVEY CONTROL
 DM1096
 DM1096.No superseded survey control is available for this station.
 DM1096
 DM1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT784259(NAD 83)
 DM1096_MARKER: I = METAL ROD
 DM1096_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1096_SP_SET: STAINLESS STEEL ROD
 DM1096_STAMPING: A 308 1986
 DM1096_MARK LOGO: NGS   
 DM1096_PROJECTION: FLUSH
 DM1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1096_ROD/PIPE-DEPTH: 17.1 meters
 DM1096
 DM1096  HISTORY     - Date     Condition        Report By
 DM1096  HISTORY     - 1986     MONUMENTED       NGS
 DM1096
 DM1096                          STATION DESCRIPTION
 DM1096
 DM1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1096'11.7 KM (7.3 MI) SE FROM FOREMAN.
 DM1096'11.7 KM (7.25 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST
 DM1096'JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN, 1.3 KM (0.8 MI) EAST OF
 DM1096'THE INTERSECTION OF STATE HIGHWAY 399, 37.5 M (123.0 FT) EAST OF THE
 DM1096'CENTER OF THE EAST DRIVEWAY LEADING SOUTH TO A HOUSE, 27.2 M (89.2 FT)
 DM1096'WEST OF THE CENTER OF UTILITY PEDESTAL NUMBER 5 106, 12.0 M (39.4 FT)
 DM1096'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3 FT) NORTH OF A
 DM1096'UTILITY POLE AND LINE CROSSING THE HIGHWAY.  NOTE--ACCESS TO DATUM
 DM1096'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1096'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DM1096'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0907 ***********************************************************************
 GG0907  DESIGNATION -  A 309
 GG0907  PID         -  GG0907
 GG0907  STATE/COUNTY-  AR/WASHINGTON
 GG0907  USGS QUAD   -  SPRINGDALE (1994)
 GG0907
 GG0907                         *CURRENT SURVEY CONTROL
 GG0907  ___________________________________________________________________
 GG0907* NAD 83(1986)-  36 08 03.     (N)    094 10 01.     (W)     SCALED    
 GG0907* NAVD 88     -       363.329  (meters)    1192.02   (feet)  ADJUSTED  
 GG0907  ___________________________________________________________________
 GG0907  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0907  DYNAMIC HT  -         363.004 (meters)    1190.96  (feet)  COMP
 GG0907  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 GG0907
 GG0907  VERT ORDER  -  FIRST     CLASS II
 GG0907
 GG0907.The horizontal coordinates were scaled from a topographic map and have
 GG0907.an estimated accuracy of +/- 6 seconds.
 GG0907
 GG0907.The orthometric height was determined by differential leveling
 GG0907.and adjusted by the National Geodetic Survey in June 1991..
 GG0907
 GG0907.The geoid height was determined by GEOID03.
 GG0907
 GG0907.The dynamic height is computed by dividing the NAVD 88
 GG0907.geopotential number by the normal gravity value computed on the
 GG0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0907.degrees latitude (g = 980.6199 gals.).
 GG0907
 GG0907.The modeled gravity was interpolated from observed gravity values.
 GG0907
 GG0907;                    North         East    Units  Estimated Accuracy
 GG0907;SPC AR N     -   201,940.      204,970.      MT  (+/- 180 meters Scaled)
 GG0907
 GG0907                          SUPERSEDED SURVEY CONTROL
 GG0907
 GG0907  NGVD 29 (10/05/93)  363.171  (m)         1191.50   (f) ADJUSTED    1 2
 GG0907
 GG0907.Superseded values are not recommended for survey control.
 GG0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0907.See file dsdata.txt to determine how the superseded data were derived.
 GG0907
 GG0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV950994(NAD 83)
 GG0907_MARKER: I = METAL ROD
 GG0907_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0907+WITH SETTING: INFORMATION.
 GG0907_SP_SET: METAL ROD DRIVEN INTO GROUND
 GG0907_STAMPING: A 309 1989
 GG0907_MARK LOGO: NGS   
 GG0907_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0907+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0907
 GG0907  HISTORY     - Date     Condition        Report By
 GG0907  HISTORY     - 1989     MONUMENTED       NGS
 GG0907  HISTORY     - 19961102 GOOD             USPSQD
 GG0907  HISTORY     - 19981031 POOR             USPSQD
 GG0907  HISTORY     - 20050226 POOR             AANDKS
 GG0907
 GG0907                          STATION DESCRIPTION
 GG0907
 GG0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0907'IN JOHNSON, AT THE INTERSECTION OF MAIN STREET AND THE ARKANSAS AND
 GG0907'MISSOURI RAILROAD, A METAL ROD DRIVEN TO REFUSAL AT 1.7 M AND FLUSH
 GG0907'WITH GROUND, 41.0 M (134.5 FT) NORTH OF THE NORTHWEST CORNER OF THE
 GG0907'POST OFFICE, 25.7 M (84.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 GG0907'STREET, 7.3 M (24.0 FT) NORTHWEST OF A UTILITY POLE, 6.4 M (21.0 FT)
 GG0907'SOUTHEAST OF THE NEAR RAIL, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 GG0907'POST, AND LEVEL WITH THE STREET.  NOTE--ACCESS TO DATUM POINT IS HAD
 GG0907'THROUGH A 5-INCH LOGO CAP.
 GG0907
 GG0907                          STATION RECOVERY (1996)
 GG0907
 GG0907'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0907'RECOVERED IN GOOD CONDITION.
 GG0907
 GG0907                          STATION RECOVERY (1998)
 GG0907
 GG0907'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0907'MARK RECOVERED IN POOR CONDITION.
 GG0907
 GG0907                          STATION RECOVERY (2005)
 GG0907
 GG0907'RECOVERY NOTE BY A AND K SURVEYING 2005 (KLD)
 GG0907'RECOVERED IN POOR CONDITION, MARK USABLE, LOGO CAP MISSING, WITNESS
 GG0907'SIGN AND POST MISSING. SITE IS SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1127 ***********************************************************************
 EH1127  DESIGNATION -  A 31
 EH1127  PID         -  EH1127
 EH1127  STATE/COUNTY-  AR/MONROE
 EH1127  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1127
 EH1127                         *CURRENT SURVEY CONTROL
 EH1127  ___________________________________________________________________
 EH1127* NAD 83(1986)-  34 51 22.     (N)    091 18 01.     (W)     SCALED    
 EH1127* NAVD 88     -        53.407  (meters)     175.22   (feet)  ADJUSTED  
 EH1127  ___________________________________________________________________
 EH1127  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1127  DYNAMIC HT  -          53.357 (meters)     175.06  (feet)  COMP
 EH1127  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 EH1127
 EH1127  VERT ORDER  -  FIRST     CLASS II
 EH1127
 EH1127.The horizontal coordinates were scaled from a topographic map and have
 EH1127.an estimated accuracy of +/- 6 seconds.
 EH1127
 EH1127.The orthometric height was determined by differential leveling
 EH1127.and adjusted by the National Geodetic Survey in June 1991..
 EH1127
 EH1127.The geoid height was determined by GEOID03.
 EH1127
 EH1127.The dynamic height is computed by dividing the NAVD 88
 EH1127.geopotential number by the normal gravity value computed on the
 EH1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1127.degrees latitude (g = 980.6199 gals.).
 EH1127
 EH1127.The modeled gravity was interpolated from observed gravity values.
 EH1127
 EH1127;                    North         East    Units  Estimated Accuracy
 EH1127;SPC AR S     -   643,070.      463,990.      MT  (+/- 180 meters Scaled)
 EH1127
 EH1127                          SUPERSEDED SURVEY CONTROL
 EH1127
 EH1127  NGVD 29 (??/??/??)   53.408  (m)          175.22   (f) ADJUSTED    1 2
 EH1127
 EH1127.Superseded values are not recommended for survey control.
 EH1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1127.See file dsdata.txt to determine how the superseded data were derived.
 EH1127
 EH1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU553584(NAD 83)
 EH1127_MARKER: DB = BENCH MARK DISK
 EH1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1127_STAMPING: 175.085 A 31 1933
 EH1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1127+STABILITY: SURFACE MOTION
 EH1127
 EH1127  HISTORY     - Date     Condition        Report By
 EH1127  HISTORY     - 1933     MONUMENTED       CGS
 EH1127  HISTORY     - 1955     GOOD             NGS
 EH1127
 EH1127                          STATION DESCRIPTION
 EH1127
 EH1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EH1127'4.75 MI NE FROM BRASFIELD.
 EH1127'ABOUT 4.75 7ILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1127'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT BRASFIELD, ABOUT
 EH1127'6.65 MILES SOUTHWEST OF THE UNION STATION AT BRINKLEY, AT DAGMAR,
 EH1127'ABOUT 260 YARDS NORTHEAST OF MILE POLE 76, ABOUT 116 YARDS NORTHEAST
 EH1127'OF NORTHEAST END OF TRESTLE NO. 760, ABOUT 53 YARDS NORTHEAST OF A
 EH1127'GRAVEL ROAD CROSSING (OLD HIGHWAY GRADE), 91 FEET NORTHWEST OF
 EH1127'NORTHWEST RAIL, 107 FEET SOUTHEAST OF SOUTH CORNER OF PORCH OF A LARGE
 EH1127'1-STORY HOUSE WITH ASBESTOS SIDING (HUNTING CLUB LODGE), 4 FEET
 EH1127'NORTHEAST OF A FOOT PATH, 1 1/2 SOUTHWEST OF A WHITE WOODEN WITNESS
 EH1127'POST, ABOUT 8 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 EH1127'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1251 ***********************************************************************
 DL1251  DESIGNATION -  A 310
 DL1251  PID         -  DL1251
 DL1251  STATE/COUNTY-  AR/MILLER
 DL1251  USGS QUAD   -  GARLAND (1975)
 DL1251
 DL1251                         *CURRENT SURVEY CONTROL
 DL1251  ___________________________________________________________________
 DL1251* NAD 83(1986)-  33 22 08.     (N)    093 43 04.     (W)     SCALED    
 DL1251* NAVD 88     -        74.999  (meters)     246.06   (feet)  ADJUSTED  
 DL1251  ___________________________________________________________________
 DL1251  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DL1251  DYNAMIC HT  -          74.918 (meters)     245.79  (feet)  COMP
 DL1251  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DL1251
 DL1251  VERT ORDER  -  FIRST     CLASS II
 DL1251
 DL1251.The horizontal coordinates were scaled from a topographic map and have
 DL1251.an estimated accuracy of +/- 6 seconds.
 DL1251
 DL1251.The orthometric height was determined by differential leveling
 DL1251.and adjusted by the National Geodetic Survey in June 1991..
 DL1251
 DL1251.The geoid height was determined by GEOID03.
 DL1251
 DL1251.The dynamic height is computed by dividing the NAVD 88
 DL1251.geopotential number by the normal gravity value computed on the
 DL1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1251.degrees latitude (g = 980.6199 gals.).
 DL1251
 DL1251.The modeled gravity was interpolated from observed gravity values.
 DL1251
 DL1251;                    North         East    Units  Estimated Accuracy
 DL1251;SPC AR S     -   479,230.      240,150.      MT  (+/- 180 meters Scaled)
 DL1251
 DL1251                          SUPERSEDED SURVEY CONTROL
 DL1251
 DL1251.No superseded survey control is available for this station.
 DL1251
 DL1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS332924(NAD 83)
 DL1251_MARKER: DB = BENCH MARK DISK
 DL1251_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL1251_SP_SET: BRIDGE ABUTMENT
 DL1251_STAMPING: A 310 1986
 DL1251_MARK LOGO: NGS   
 DL1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1251+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 DL1251
 DL1251  HISTORY     - Date     Condition        Report By
 DL1251  HISTORY     - 1986     MONUMENTED       NGS
 DL1251  HISTORY     - 20040624 GOOD             ARHD
 DL1251
 DL1251                          STATION DESCRIPTION
 DL1251
 DL1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DL1251'1.6 KM (1.0 MI) NW FROM GARLAND CITY.
 DL1251'1.6 KM (1.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 82 FROM ITS
 DL1251'JUNCTION WITH STATE HIGHWAY 134 IN GARLAND CITY, IN TOP OF AND 0.8 M
 DL1251'(2.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 DL1251'SOUTHERN PACIFIC RAILROAD OVERPASS OF THE HIGHWAY, 6.5 M (21.3 FT)
 DL1251'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.4 M (7.9 FT) SOUTH OF
 DL1251'THE NEAR RAIL.
 DL1251'THE MARK IS 4.1 M ABOVE THE HIGHWAY.
 DL1251
 DL1251                          STATION RECOVERY (2004)
 DL1251
 DL1251'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 DL1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1196 ***********************************************************************
 FH1196  DESIGNATION -  A 311
 FH1196  PID         -  FH1196
 FH1196  STATE/COUNTY-  AR/SEBASTIAN
 FH1196  USGS QUAD   -  FORT SMITH (1987)
 FH1196
 FH1196                         *CURRENT SURVEY CONTROL
 FH1196  ___________________________________________________________________
 FH1196* NAD 83(1986)-  35 23 49.     (N)    094 25 28.     (W)     SCALED    
 FH1196* NAVD 88     -       127.576  (meters)     418.56   (feet)  ADJUSTED  
 FH1196  ___________________________________________________________________
 FH1196  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FH1196  DYNAMIC HT  -         127.456 (meters)     418.16  (feet)  COMP
 FH1196  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FH1196
 FH1196  VERT ORDER  -  FIRST     CLASS II
 FH1196
 FH1196.The horizontal coordinates were scaled from a topographic map and have
 FH1196.an estimated accuracy of +/- 6 seconds.
 FH1196
 FH1196.The orthometric height was determined by differential leveling
 FH1196.and adjusted by the National Geodetic Survey in June 1991..
 FH1196
 FH1196.The geoid height was determined by GEOID03.
 FH1196
 FH1196.The dynamic height is computed by dividing the NAVD 88
 FH1196.geopotential number by the normal gravity value computed on the
 FH1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1196.degrees latitude (g = 980.6199 gals.).
 FH1196
 FH1196.The modeled gravity was interpolated from observed gravity values.
 FH1196
 FH1196;                    North         East    Units  Estimated Accuracy
 FH1196;SPC AR N     -   120,710.      179,790.      MT  (+/- 180 meters Scaled)
 FH1196
 FH1196                          SUPERSEDED SURVEY CONTROL
 FH1196
 FH1196  NGVD 29 (10/05/93)  127.486  (m)          418.26   (f) ADJUSTED    1 2
 FH1196
 FH1196.Superseded values are not recommended for survey control.
 FH1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1196.See file dsdata.txt to determine how the superseded data were derived.
 FH1196
 FH1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV706179(NAD 83)
 FH1196_MARKER: I = METAL ROD
 FH1196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1196_SP_SET: STAINLESS STEEL ROD
 FH1196_STAMPING: A 311 1989
 FH1196_MARK LOGO: NGS   
 FH1196_PROJECTION: FLUSH
 FH1196_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1196+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1196_ROD/PIPE-DEPTH: 14.7 meters
 FH1196
 FH1196  HISTORY     - Date     Condition        Report By
 FH1196  HISTORY     - 1989     MONUMENTED       NGS
 FH1196
 FH1196                          STATION DESCRIPTION
 FH1196
 FH1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1196'IN FORT SMITH, AT THE INTERSECTION OF NORTH H STREET AND THE ARKANSAS
 FH1196'AND MISSOURI RAILROAD, 52.4 M (171.9 FT) NORTHWEST OF THE NEAR RAIL,
 FH1196'20.0 M (65.6 FT) NORTHEAST OF THE CENTERLINE OF THE STREET, 5.2 M
 FH1196'(17.1 FT) SOUTHEAST OF THE NEAR RAIL OF A SPUR TRACK, 1.3 M (4.3 FT)
 FH1196'NORTHEAST OF A UTILITY POLE WITH A GUY WIRE, 0.3 M (1.0 FT) SOUTHWEST
 FH1196'OF A WITNESS POST, AND LEVEL WITH THE STREET.  NOTE--ACCESS TO THE
 FH1196'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1218 ***********************************************************************
 FH1218  DESIGNATION -  A 312
 FH1218  PID         -  FH1218
 FH1218  STATE/COUNTY-  AR/CRAWFORD
 FH1218  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1218
 FH1218                         *CURRENT SURVEY CONTROL
 FH1218  ___________________________________________________________________
 FH1218* NAD 83(1986)-  35 38 09.     (N)    094 10 09.     (W)     SCALED    
 FH1218* NAVD 88     -       225.726  (meters)     740.57   (feet)  ADJUSTED  
 FH1218  ___________________________________________________________________
 FH1218  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FH1218  DYNAMIC HT  -         225.518 (meters)     739.89  (feet)  COMP
 FH1218  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 FH1218
 FH1218  VERT ORDER  -  FIRST     CLASS II
 FH1218
 FH1218.The horizontal coordinates were scaled from a topographic map and have
 FH1218.an estimated accuracy of +/- 6 seconds.
 FH1218
 FH1218.The orthometric height was determined by differential leveling
 FH1218.and adjusted by the National Geodetic Survey in June 1991..
 FH1218
 FH1218.The geoid height was determined by GEOID03.
 FH1218
 FH1218.The dynamic height is computed by dividing the NAVD 88
 FH1218.geopotential number by the normal gravity value computed on the
 FH1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1218.degrees latitude (g = 980.6199 gals.).
 FH1218
 FH1218.The modeled gravity was interpolated from observed gravity values.
 FH1218
 FH1218;                    North         East    Units  Estimated Accuracy
 FH1218;SPC AR N     -   146,670.      203,550.      MT  (+/- 180 meters Scaled)
 FH1218
 FH1218                          SUPERSEDED SURVEY CONTROL
 FH1218
 FH1218  NGVD 29 (10/05/93)  225.596  (m)          740.14   (f) ADJUSTED    1 2
 FH1218
 FH1218.Superseded values are not recommended for survey control.
 FH1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1218.See file dsdata.txt to determine how the superseded data were derived.
 FH1218
 FH1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV941441(NAD 83)
 FH1218_MARKER: I = METAL ROD
 FH1218_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1218+WITH SETTING: INFORMATION.
 FH1218_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1218_STAMPING: A 312 1989
 FH1218_MARK LOGO: NGS   
 FH1218_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1218+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1218
 FH1218  HISTORY     - Date     Condition        Report By
 FH1218  HISTORY     - 1989     MONUMENTED       NGS
 FH1218
 FH1218                          STATION DESCRIPTION
 FH1218
 FH1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1218'IN MOUNTAINBURG, AT THE INTERSECTION OF JOHN WRIGHT LANE AND THE
 FH1218'ARKANSAS AND MISSOURI RAILROAD, A METAL ROD DRIVEN TO REFUSAL AT 2.2
 FH1218'M AND FLUSH WITH THE GROUND, 17.4 M (57.1 FT) EAST OF THE NEAR RAIL,
 FH1218'4.8 M (15.7 FT) NORTH OF THE CENTER OF THE LANE, 1.9 M (6.2 FT) SOUTH
 FH1218'OF UTILITY POLE NUMBER 1173, 0.7 M (2.3 FT) NORTH OF A FENCE CORNER,
 FH1218'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND LEVEL WITH THE
 FH1218'LANE.  NOTE--THE MARK IS ON PROPERTY OWNED BY MR. EUGENE RAKIN,
 FH1218'ROUTE 2, BOX 487 JOHN WRIGHT LANE, MOUNTAINBURG, AR 72946, TELEPHONE
 FH1218'NUMBER (501) 369-2930.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FH1218'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1243 ***********************************************************************
 FH1243  DESIGNATION -  A 313
 FH1243  PID         -  FH1243
 FH1243  STATE/COUNTY-  AR/WASHINGTON
 FH1243  USGS QUAD   -  BRENTWOOD (1983)
 FH1243
 FH1243                         *CURRENT SURVEY CONTROL
 FH1243  ___________________________________________________________________
 FH1243* NAD 83(1986)-  35 50 47.     (N)    094 06 26.     (W)     SCALED    
 FH1243* NAVD 88     -       465.264  (meters)    1526.45   (feet)  ADJUSTED  
 FH1243  ___________________________________________________________________
 FH1243  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH1243  DYNAMIC HT  -         464.827 (meters)    1525.02  (feet)  COMP
 FH1243  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 FH1243
 FH1243  VERT ORDER  -  FIRST     CLASS II
 FH1243
 FH1243.The horizontal coordinates were scaled from a topographic map and have
 FH1243.an estimated accuracy of +/- 6 seconds.
 FH1243
 FH1243.The orthometric height was determined by differential leveling
 FH1243.and adjusted by the National Geodetic Survey in June 1991..
 FH1243
 FH1243.The geoid height was determined by GEOID03.
 FH1243
 FH1243.The dynamic height is computed by dividing the NAVD 88
 FH1243.geopotential number by the normal gravity value computed on the
 FH1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1243.degrees latitude (g = 980.6199 gals.).
 FH1243
 FH1243.The modeled gravity was interpolated from observed gravity values.
 FH1243
 FH1243;                    North         East    Units  Estimated Accuracy
 FH1243;SPC AR N     -   169,900.      209,660.      MT  (+/- 180 meters Scaled)
 FH1243
 FH1243                          SUPERSEDED SURVEY CONTROL
 FH1243
 FH1243  NGVD 29 (10/05/93)  465.105  (m)         1525.93   (f) ADJUSTED    1 2
 FH1243
 FH1243.Superseded values are not recommended for survey control.
 FH1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1243.See file dsdata.txt to determine how the superseded data were derived.
 FH1243
 FH1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV000674(NAD 83)
 FH1243_MARKER: I = METAL ROD
 FH1243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1243_SP_SET: STAINLESS STEEL ROD
 FH1243_STAMPING: A 313 1989
 FH1243_MARK LOGO: NGS   
 FH1243_PROJECTION: FLUSH
 FH1243_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1243+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 FH1243_ROD/PIPE-DEPTH: 3.8  meters
 FH1243
 FH1243  HISTORY     - Date     Condition        Report By
 FH1243  HISTORY     - 1989     MONUMENTED       NGS
 FH1243  HISTORY     - 20030623 GOOD             ARHD
 FH1243
 FH1243                          STATION DESCRIPTION
 FH1243
 FH1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1243'1.8 KM (1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1243'WITH COUNTY ROAD 39 IN BRENTWOOD, 0.6 KM (0.35 MI) SOUTHWEST OF THE
 FH1243'INTERSECTION OF STATE HIGHWAY 74, 18.1 M (59.4 FT) SOUTHWEST OF THE
 FH1243'SOUTHWEST CORNER OF A HOUSE, 12.4 M (40.7 FT) SOUTHEAST OF THE
 FH1243'CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) SOUTHWEST OF THE CENTER
 FH1243'OF A DRIVEWAY AND GATE, 7.1 M (23.3 FT) SOUTH OF THE CENTER OF A
 FH1243'WATER VALVE COVER, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND
 FH1243'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 FH1243'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FH1243
 FH1243                          STATION RECOVERY (2003)
 FH1243
 FH1243'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 FH1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2170 ***********************************************************************
 FF2170  DESIGNATION -  A 314
 FF2170  PID         -  FF2170
 FF2170  STATE/COUNTY-  AR/CRITTENDEN
 FF2170  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2170
 FF2170                         *CURRENT SURVEY CONTROL
 FF2170  ___________________________________________________________________
 FF2170* NAD 83(1986)-  35 10 02.     (N)    090 07 37.     (W)     SCALED    
 FF2170* NAVD 88     -        65.205  (meters)     213.93   (feet)  ADJUSTED  
 FF2170  ___________________________________________________________________
 FF2170  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF2170  DYNAMIC HT  -          65.146 (meters)     213.73  (feet)  COMP
 FF2170  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 FF2170
 FF2170  VERT ORDER  -  FIRST     CLASS II
 FF2170
 FF2170.The horizontal coordinates were scaled from a topographic map and have
 FF2170.an estimated accuracy of +/- 6 seconds.
 FF2170
 FF2170.The orthometric height was determined by differential leveling
 FF2170.and adjusted by the National Geodetic Survey in January 1995..
 FF2170
 FF2170.The geoid height was determined by GEOID03.
 FF2170
 FF2170.The dynamic height is computed by dividing the NAVD 88
 FF2170.geopotential number by the normal gravity value computed on the
 FF2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2170.degrees latitude (g = 980.6199 gals.).
 FF2170
 FF2170.The modeled gravity was interpolated from observed gravity values.
 FF2170
 FF2170;                    North         East    Units  Estimated Accuracy
 FF2170;SPC AR N     -    94,140.      570,620.      MT  (+/- 180 meters Scaled)
 FF2170
 FF2170                          SUPERSEDED SURVEY CONTROL
 FF2170
 FF2170  NGVD 29 (10/05/93)   65.210  (m)          213.94   (f) ADJUSTED    1 2
 FF2170
 FF2170.Superseded values are not recommended for survey control.
 FF2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2170.See file dsdata.txt to determine how the superseded data were derived.
 FF2170
 FF2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU616953(NAD 83)
 FF2170_MARKER: I = METAL ROD
 FF2170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2170_SP_SET: STAINLESS STEEL ROD
 FF2170_STAMPING: A 314 1990
 FF2170_MARK LOGO: NGS   
 FF2170_PROJECTION: FLUSH
 FF2170_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2170+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FF2170_ROD/PIPE-DEPTH: 10.0 meters
 FF2170
 FF2170  HISTORY     - Date     Condition        Report By
 FF2170  HISTORY     - 1990     MONUMENTED       NGS
 FF2170  HISTORY     - 20030130 MARK NOT FOUND   USACE
 FF2170
 FF2170                          STATION DESCRIPTION
 FF2170
 FF2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2170'8.2 KM (5.10 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF2170'FROM THE JUNCTION OF U.S. HIGHWAY 64 IN MARION, THENCE 0.15 KM
 FF2170'(0.10 MI) SOUTHERLY ALONG MOUND CITY ROAD, 19.7 M (64.6 FT) EAST OF
 FF2170'THE ROAD CENTER, 7.4 M (24.3 FT) NORTH OF THE CENTER OF A FIELD
 FF2170'ENTRANCE, 4.6 M (15.1 FT) NORTHEAST OF THE NORTH END OF A 24-INCH
 FF2170'CULVERT, 2.2 M (7.2 FT) BELOW THE LEVEL OF THE ROAD, 1.0 M (3.3 FT)
 FF2170'SOUTH OF UTILITY POLE NUMBER 48740 47500 6, AND 0.3 M (1.0 FT) WEST OF
 FF2170'A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FF2170'LOGO CAP.  THE MONUMENT IS ON PROPERTY OWNED BY JOE PIRANI, ROUTE 1,
 FF2170'BOX 51, MARION, AR 72364, TELEPHONE NUMBER (501) 735 7038.
 FF2170
 FF2170                          STATION RECOVERY (2003)
 FF2170
 FF2170'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF2170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2195 ***********************************************************************
 FF2195  DESIGNATION -  A 315
 FF2195  PID         -  FF2195
 FF2195  STATE/COUNTY-  AR/CRAIGHEAD
 FF2195  USGS QUAD   -  NEEDHAM (1983)
 FF2195
 FF2195                         *CURRENT SURVEY CONTROL
 FF2195  ___________________________________________________________________
 FF2195* NAD 83(1986)-  35 46 28.     (N)    090 35 58.     (W)     SCALED    
 FF2195* NAVD 88     -        70.181  (meters)     230.25   (feet)  ADJUSTED  
 FF2195  ___________________________________________________________________
 FF2195  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FF2195  DYNAMIC HT  -          70.121 (meters)     230.06  (feet)  COMP
 FF2195  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 FF2195
 FF2195  VERT ORDER  -  FIRST     CLASS II
 FF2195
 FF2195.The horizontal coordinates were scaled from a topographic map and have
 FF2195.an estimated accuracy of +/- 6 seconds.
 FF2195
 FF2195.The orthometric height was determined by differential leveling
 FF2195.and adjusted by the National Geodetic Survey in January 1995..
 FF2195
 FF2195.The geoid height was determined by GEOID03.
 FF2195
 FF2195.The dynamic height is computed by dividing the NAVD 88
 FF2195.geopotential number by the normal gravity value computed on the
 FF2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2195.degrees latitude (g = 980.6199 gals.).
 FF2195
 FF2195.The modeled gravity was interpolated from observed gravity values.
 FF2195
 FF2195;                    North         East    Units  Estimated Accuracy
 FF2195;SPC AR N     -   160,780.      526,630.      MT  (+/- 180 meters Scaled)
 FF2195
 FF2195                          SUPERSEDED SURVEY CONTROL
 FF2195
 FF2195  NGVD 29 (10/05/93)   70.102  (m)          229.99   (f) ADJUSTED    1 2
 FF2195
 FF2195.Superseded values are not recommended for survey control.
 FF2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2195.See file dsdata.txt to determine how the superseded data were derived.
 FF2195
 FF2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV169615(NAD 83)
 FF2195_MARKER: I = METAL ROD
 FF2195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2195_SP_SET: STAINLESS STEEL ROD
 FF2195_STAMPING: A 315 1990
 FF2195_MARK LOGO: NGS   
 FF2195_PROJECTION: FLUSH
 FF2195_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2195+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF2195_ROD/PIPE-DEPTH: 4.8  meters
 FF2195
 FF2195  HISTORY     - Date     Condition        Report By
 FF2195  HISTORY     - 1990     MONUMENTED       NGS
 FF2195  HISTORY     - 20020814 GOOD             USACE
 FF2195
 FF2195                          STATION DESCRIPTION
 FF2195
 FF2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2195'4.5 KM (2.80 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF2195'FROM THE JUNCTION OF STATE HIGHWAY 158 IN BAY, 58.4 M (191.6 FT)
 FF2195'SOUTHWEST OF THE NEAR RAIL, 34.1 M (111.9 FT) SOUTHWEST OF THE
 FF2195'CENTERLINE OF U.S. HIGHWAY 63, 31.2 M (102.4 FT) NORTHEAST OF THE
 FF2195'NORTH CORNER OF THE PAYTON CRANE RENTAL OFFICE, 24.4 M (80.1 FT)
 FF2195'SOUTHEAST OF THE CENTER OF A DRIVEWAY AND GATE, 4.9 M (16.1 FT)
 FF2195'NORTHEAST OF A FENCE, 2.3 M (7.5 FT) NORTH-NORTHWEST OF THE WEST
 FF2195'CORNER OF A CONCRETE FOOTING FOR A SIGN, AND 0.3 M (1.0 FT) BELOW THE
 FF2195'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 FF2195'5-INCH LOGO CAP.
 FF2195
 FF2195                          STATION RECOVERY (2002)
 FF2195
 FF2195'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1213 ***********************************************************************
 GE1213  DESIGNATION -  A 316
 GE1213  PID         -  GE1213
 GE1213  STATE/COUNTY-  AR/LAWRENCE
 GE1213  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1213
 GE1213                         *CURRENT SURVEY CONTROL
 GE1213  ___________________________________________________________________
 GE1213* NAD 83(1986)-  36 03 28.     (N)    090 59 27.     (W)     SCALED    
 GE1213* NAVD 88     -        80.394  (meters)     263.76   (feet)  ADJUSTED  
 GE1213  ___________________________________________________________________
 GE1213  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GE1213  DYNAMIC HT  -          80.328 (meters)     263.54  (feet)  COMP
 GE1213  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 GE1213
 GE1213  VERT ORDER  -  FIRST     CLASS II
 GE1213
 GE1213.The horizontal coordinates were scaled from a topographic map and have
 GE1213.an estimated accuracy of +/- 6 seconds.
 GE1213
 GE1213.The orthometric height was determined by differential leveling
 GE1213.and adjusted by the National Geodetic Survey in January 1995..
 GE1213
 GE1213.The geoid height was determined by GEOID03.
 GE1213
 GE1213.The dynamic height is computed by dividing the NAVD 88
 GE1213.geopotential number by the normal gravity value computed on the
 GE1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1213.degrees latitude (g = 980.6199 gals.).
 GE1213
 GE1213.The modeled gravity was interpolated from observed gravity values.
 GE1213
 GE1213;                    North         East    Units  Estimated Accuracy
 GE1213;SPC AR N     -   191,780.      490,920.      MT  (+/- 180 meters Scaled)
 GE1213
 GE1213                          SUPERSEDED SURVEY CONTROL
 GE1213
 GE1213  NGVD 29 (10/05/93)   80.305  (m)          263.47   (f) ADJUSTED    1 2
 GE1213
 GE1213.Superseded values are not recommended for survey control.
 GE1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1213.See file dsdata.txt to determine how the superseded data were derived.
 GE1213
 GE1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV809922(NAD 83)
 GE1213_MARKER: I = METAL ROD
 GE1213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1213_SP_SET: STAINLESS STEEL ROD
 GE1213_STAMPING: A 316 1990
 GE1213_MARK LOGO: NGS   
 GE1213_PROJECTION: PROJECTING 7 CENTIMETERS
 GE1213_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1213+STABILITY: POSITION/ELEVATION WELL
 GE1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1213+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE1213_ROD/PIPE-DEPTH: 5.6  meters
 GE1213
 GE1213  HISTORY     - Date     Condition        Report By
 GE1213  HISTORY     - 1990     MONUMENTED       NGS
 GE1213  HISTORY     - 20020913 GOOD             USACE
 GE1213
 GE1213                          STATION DESCRIPTION
 GE1213
 GE1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1213'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE WEST
 GE1213'JUNCTION OF U.S. HIGHWAY 67 IN HOXIE, 114.8 M (376.6 FT) NORTHWEST OF
 GE1213'THE CENTER OF A DRIVEWAY, 17.1 M (56.1 FT) NORTHEAST OF THE HIGHWAY
 GE1213'CENTERLINE, 3.4 M (11.2 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY
 GE1213'WIRE, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 GE1213'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 GE1213'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1213
 GE1213                          STATION RECOVERY (2002)
 GE1213
 GE1213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1245 ***********************************************************************
 GE1245  DESIGNATION -  A 317
 GE1245  PID         -  GE1245
 GE1245  STATE/COUNTY-  AR/SHARP
 GE1245  USGS QUAD   -  WILLIFORD (1981)
 GE1245
 GE1245                         *CURRENT SURVEY CONTROL
 GE1245  ___________________________________________________________________
 GE1245* NAD 83(1986)-  36 16 26.     (N)    091 21 24.     (W)     SCALED    
 GE1245* NAVD 88     -       121.018  (meters)     397.04   (feet)  ADJUSTED  
 GE1245  ___________________________________________________________________
 GE1245  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE1245  DYNAMIC HT  -         120.916 (meters)     396.71  (feet)  COMP
 GE1245  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 GE1245
 GE1245  VERT ORDER  -  FIRST     CLASS II
 GE1245
 GE1245.The horizontal coordinates were scaled from a topographic map and have
 GE1245.an estimated accuracy of +/- 6 seconds.
 GE1245
 GE1245.The orthometric height was determined by differential leveling
 GE1245.and adjusted by the National Geodetic Survey in January 1995..
 GE1245
 GE1245.The geoid height was determined by GEOID03.
 GE1245
 GE1245.The dynamic height is computed by dividing the NAVD 88
 GE1245.geopotential number by the normal gravity value computed on the
 GE1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1245.degrees latitude (g = 980.6199 gals.).
 GE1245
 GE1245.The modeled gravity was interpolated from observed gravity values.
 GE1245
 GE1245;                    North         East    Units  Estimated Accuracy
 GE1245;SPC AR N     -   215,490.      457,800.      MT  (+/- 180 meters Scaled)
 GE1245
 GE1245                          SUPERSEDED SURVEY CONTROL
 GE1245
 GE1245  NGVD 29 (10/05/93)  120.913  (m)          396.70   (f) ADJUSTED    1 2
 GE1245
 GE1245.Superseded values are not recommended for survey control.
 GE1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1245.See file dsdata.txt to determine how the superseded data were derived.
 GE1245
 GE1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA476155(NAD 83)
 GE1245_MARKER: DV = VERTICAL CONTROL DISK
 GE1245_SETTING: 66 = SET IN ROCK OUTCROP
 GE1245_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1245_STAMPING: A 317 1990
 GE1245_MARK LOGO: NGS   
 GE1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1245+STABILITY: POSITION/ELEVATION WELL
 GE1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1245+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1245
 GE1245  HISTORY     - Date     Condition        Report By
 GE1245  HISTORY     - 1990     MONUMENTED       NGS
 GE1245
 GE1245                          STATION DESCRIPTION
 GE1245
 GE1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1245'11.5 KM (7.15 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1245'STATE HIGHWAY 90 IN RAVENDEN, IN THE NORTHWESTERN 1/3 OF A 3 BY
 GE1245'6-FOOT AREA OF OUTCROPPING BEDROCK, 12.4 M (40.7 FT) NORTH OF THE
 GE1245'HIGHWAY CENTER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 GE1245'0.3 M (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9335 ***********************************************************************
 AA9335  DESIGNATION -  A 318
 AA9335  PID         -  AA9335
 AA9335  STATE/COUNTY-  AR/MISSISSIPPI
 AA9335  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 AA9335
 AA9335                         *CURRENT SURVEY CONTROL
 AA9335  ___________________________________________________________________
 AA9335* NAD 83(1986)-  35 27 12.     (N)    090 09 13.     (W)     SCALED    
 AA9335* NAVD 88     -        68.259  (meters)     223.95   (feet)  ADJUSTED  
 AA9335  ___________________________________________________________________
 AA9335  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AA9335  DYNAMIC HT  -          68.199 (meters)     223.75  (feet)  COMP
 AA9335  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 AA9335
 AA9335  VERT ORDER  -  SECOND    CLASS I
 AA9335
 AA9335.The horizontal coordinates were scaled from a topographic map and have
 AA9335.an estimated accuracy of +/- 6 seconds.
 AA9335
 AA9335.The orthometric height was determined by differential leveling
 AA9335.and adjusted by the National Geodetic Survey in July 2002..
 AA9335
 AA9335.The geoid height was determined by GEOID03.
 AA9335
 AA9335.The dynamic height is computed by dividing the NAVD 88
 AA9335.geopotential number by the normal gravity value computed on the
 AA9335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9335.degrees latitude (g = 980.6199 gals.).
 AA9335
 AA9335.The modeled gravity was interpolated from observed gravity values.
 AA9335
 AA9335;                    North         East    Units  Estimated Accuracy
 AA9335;SPC AR N     -   125,830.      567,600.      MT  (+/- 180 meters Scaled)
 AA9335
 AA9335                          SUPERSEDED SURVEY CONTROL
 AA9335
 AA9335.No superseded survey control is available for this station.
 AA9335
 AA9335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV583270(NAD 83)
 AA9335_MARKER: I = METAL ROD
 AA9335_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9335_STAMPING: A 318 1995
 AA9335_MARK LOGO: NGS   
 AA9335_PROJECTION: FLUSH
 AA9335_MAGNETIC: I = MARKER IS A STEEL ROD
 AA9335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9335+STABILITY: POSITION/ELEVATION WELL
 AA9335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9335+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9335_ROD/PIPE-DEPTH: 24.4 meters
 AA9335_SLEEVE-DEPTH  : 1.5 meters
 AA9335
 AA9335  HISTORY     - Date     Condition        Report By
 AA9335  HISTORY     - 1995     MONUMENTED       NGS
 AA9335
 AA9335                          STATION DESCRIPTION
 AA9335
 AA9335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA9335'THE STATION IS LOCATED IN THE ROADWAY RIGHT OF WAY ALONG ARKANSAS
 AA9335'COUNTY ROAD W1246.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA9335'INTERSTATE 55 AND ARKANSAS HIGHWAY 118 HEAD EAST ALONG HIGHWAY 118 FOR
 AA9335'1.9 MI (3.1 KM) TO ITS INTERSECTION WITH U.S.  HIGHWAY 61. THENCE,
 AA9335'HEAD SOUTH ALONG U.S.  61 FOR 3.4 MI (5.5 KM) TO THE INTERSECTION WITH
 AA9335'ARKANSAS HIGHWAY 297.  THENCE, HEAD EAST ALONG HIGHWAY 297 TO COUNTY
 AA9335'ROAD W1246.  THENCE, HEAD SOUTH AND EAST ALONG COUNTY ROAD W1246 FOR
 AA9335'1.7 MI (2.7 KM) TO THE STATION ON THE LEFT BESIDE A CARSONITE WITNESS
 AA9335'POST.  THE STATION IS 32.0 FT (9.8 M) SOUTH OF AN OAK TREE, 33.0 FT
 AA9335'(10.1 M) EAST OF A CRABAPPLE TREE AND 40.0 FT (12.2 M) NORTH OF A
 AA9335'POWERPOLE (NO.  4837051795-1) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0075 ***********************************************************************
 FF0075  DESIGNATION -  A 33
 FF0075  PID         -  FF0075
 FF0075  STATE/COUNTY-  AR/MISSISSIPPI
 FF0075  USGS QUAD   -  LEACHVILLE (1983)
 FF0075
 FF0075                         *CURRENT SURVEY CONTROL
 FF0075  ___________________________________________________________________
 FF0075* NAD 83(1986)-  35 56 16.     (N)    090 15 50.     (W)     SCALED    
 FF0075* NAVD 88     -        72.428  (meters)     237.62   (feet)  ADJUSTED  
 FF0075  ___________________________________________________________________
 FF0075  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FF0075  DYNAMIC HT  -          72.366 (meters)     237.42  (feet)  COMP
 FF0075  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 FF0075
 FF0075  VERT ORDER  -  FIRST     CLASS II
 FF0075
 FF0075.The horizontal coordinates were scaled from a topographic map and have
 FF0075.an estimated accuracy of +/- 6 seconds.
 FF0075
 FF0075.The orthometric height was determined by differential leveling
 FF0075.and adjusted by the National Geodetic Survey in June 1991..
 FF0075
 FF0075.The geoid height was determined by GEOID03.
 FF0075
 FF0075.The dynamic height is computed by dividing the NAVD 88
 FF0075.geopotential number by the normal gravity value computed on the
 FF0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0075.degrees latitude (g = 980.6199 gals.).
 FF0075
 FF0075.The modeled gravity was interpolated from observed gravity values.
 FF0075
 FF0075;                    North         East    Units  Estimated Accuracy
 FF0075;SPC AR N     -   179,380.      556,640.      MT  (+/- 180 meters Scaled)
 FF0075
 FF0075                          SUPERSEDED SURVEY CONTROL
 FF0075
 FF0075  NGVD 29 (??/??/??)   72.416  (m)          237.58   (f) ADJUSTED    1 2
 FF0075
 FF0075.Superseded values are not recommended for survey control.
 FF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0075.See file dsdata.txt to determine how the superseded data were derived.
 FF0075
 FF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV468805(NAD 83)
 FF0075_MARKER: DB = BENCH MARK DISK
 FF0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0075_STAMPING: A 33 1933
 FF0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0075+STABILITY: SURFACE MOTION
 FF0075
 FF0075  HISTORY     - Date     Condition        Report By
 FF0075  HISTORY     - 1933     MONUMENTED       CGS
 FF0075  HISTORY     - 1956     GOOD             CGS
 FF0075  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0075
 FF0075                          STATION DESCRIPTION
 FF0075
 FF0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0075'AT LEACHVILLE.
 FF0075'AT LEACHVILLE, ABOUT 0.3 MILE WEST ALONG THE ST. LOUIS-SAN
 FF0075'FRANCISCO RAILWAY FROM THE STATION AND CROSSING OF THE ST. LOUIS
 FF0075'SOUTHWESTERN RAILWAY, ABOUT 0.1 MILE WEST OF MILE POLE 262, AT AN
 FF0075'EAST-WEST ROAD CROSSING, 72 FEET NORTH-NORTHWEST OF NEAR RAIL OF
 FF0075'TRACK, 167 FEET WEST-NORTHWEST OF CENTER OF CROSSING, 27 FEET
 FF0075'NORTH OF CENTER LINE OF ROAD, 80 FEET WEST-NORTHWEST OF CENTER
 FF0075'OF A FARM GATE, 13 FEET SOUTH OF A FENCE LINE, ABOUT 3 FEET
 FF0075'BELOW LEVEL OF TRACK, ABOUT LEVEL WITH ROAD WEST AND SET IN THE
 FF0075'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FF0075
 FF0075                          STATION RECOVERY (2002)
 FF0075
 FF0075'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0096 ***********************************************************************
 GG0096  DESIGNATION -  A 34
 GG0096  PID         -  GG0096
 GG0096  STATE/COUNTY-  AR/BENTON
 GG0096  USGS QUAD   -  ROGERS (1976)
 GG0096
 GG0096                         *CURRENT SURVEY CONTROL
 GG0096  ___________________________________________________________________
 GG0096* NAD 83(1986)-  36 20 36.     (N)    094 07 00.     (W)     SCALED    
 GG0096* NAVD 88     -       413.570  (meters)    1356.85   (feet)  ADJUSTED  
 GG0096  ___________________________________________________________________
 GG0096  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GG0096  DYNAMIC HT  -         413.205 (meters)    1355.66  (feet)  COMP
 GG0096  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 GG0096
 GG0096  VERT ORDER  -  FIRST     CLASS II
 GG0096
 GG0096.The horizontal coordinates were scaled from a topographic map and have
 GG0096.an estimated accuracy of +/- 6 seconds.
 GG0096
 GG0096.The orthometric height was determined by differential leveling
 GG0096.and adjusted by the National Geodetic Survey in June 1991..
 GG0096
 GG0096.The geoid height was determined by GEOID03.
 GG0096
 GG0096.The dynamic height is computed by dividing the NAVD 88
 GG0096.geopotential number by the normal gravity value computed on the
 GG0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0096.degrees latitude (g = 980.6199 gals.).
 GG0096
 GG0096.The modeled gravity was interpolated from observed gravity values.
 GG0096
 GG0096;                    North         East    Units  Estimated Accuracy
 GG0096;SPC AR N     -   225,050.      209,990.      MT  (+/- 180 meters Scaled)
 GG0096
 GG0096                          SUPERSEDED SURVEY CONTROL
 GG0096
 GG0096  NGVD 29 (??/??/92)  413.422  (m)         1356.37   (f) ADJ UNCH    1 2
 GG0096
 GG0096.Superseded values are not recommended for survey control.
 GG0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0096.See file dsdata.txt to determine how the superseded data were derived.
 GG0096
 GG0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA997226(NAD 83)
 GG0096_MARKER: DB = BENCH MARK DISK
 GG0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0096_SP_SET: CONCRETE POST
 GG0096_STAMPING: A 34 1934
 GG0096_MARK LOGO: CGS   
 GG0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0096+STABILITY: SURFACE MOTION
 GG0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0096+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2004
 GG0096
 GG0096  HISTORY     - Date     Condition        Report By
 GG0096  HISTORY     - 1934     MONUMENTED       CGS
 GG0096  HISTORY     - 1961     GOOD             NGS
 GG0096  HISTORY     - 1987     GOOD             USPSQD
 GG0096  HISTORY     - 1987     GOOD             USPSQD
 GG0096  HISTORY     - 1988     GOOD             USPSQD
 GG0096  HISTORY     - 1988     GOOD             USPSQD
 GG0096  HISTORY     - 19891115 GOOD             NGS
 GG0096  HISTORY     - 1990     GOOD             USPSQD
 GG0096  HISTORY     - 20040531 GOOD             USPSQD
 GG0096  HISTORY     - 20050530 GOOD             GEOCAC
 GG0096
 GG0096                          STATION DESCRIPTION
 GG0096
 GG0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0096'AT ROGERS.
 GG0096'AT ROGERS, BENTON COUNTY, 1.0 MILE WEST OF THE ST. LOUIS-SAN
 GG0096'FRANCISCO RAILWAY STATION, 10 POLES WEST OF MILEPOST 332, AT THE
 GG0096'CROSSING OF U.S. HIGHWAY 62, 45 FEET WEST OF THE CENTERLINE
 GG0096'OF THE HIGHWAY, 2 FEET NORTHEAST OF A GAS METER, 30 FEET NORTH
 GG0096'OF THE TRACK, AND IN A FENCE CORNER.  A STANDARD DISK, STAMPED
 GG0096'A 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0096
 GG0096                          STATION RECOVERY (1987)
 GG0096
 GG0096'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0096'RECOVERED IN GOOD CONDITION.
 GG0096
 GG0096                          STATION RECOVERY (1987)
 GG0096
 GG0096'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0096'RECOVERED IN GOOD CONDITION.
 GG0096
 GG0096                          STATION RECOVERY (1988)
 GG0096
 GG0096'RECOVERY NOTE BY US POWER SQUADRON 1988 (VWK)
 GG0096'RECOVERED IN GOOD CONDITION.
 GG0096
 GG0096                          STATION RECOVERY (1988)
 GG0096
 GG0096'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 GG0096'RECOVERED IN GOOD CONDITION.
 GG0096
 GG0096                          STATION RECOVERY (1989)
 GG0096
 GG0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0096'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ROGERS,
 GG0096'AT THE INTERSECTION OF U.S. HIGHWAY 62 AND THE SAINT LOUIS AND SAN
 GG0096'FRANCISCO RAILROAD, 14.1 M (46.3 FT) SOUTH OF THE CENTER OF A PAVED
 GG0096'ROAD LEADING WEST, 13.7 M (44.9 FT) WEST OF THE CENTERLINE OF THE
 GG0096'HIGHWAY, 9.1 M (29.9 FT) NORTH OF THE NEAR RAIL, 2.1 M (6.9 FT) SOUTH
 GG0096'OF A UTILITY POLE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, LEVEL WITH
 GG0096'THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.15 M (0.5 FT)
 GG0096'ABOVE THE GROUND SURFACE.
 GG0096
 GG0096                          STATION RECOVERY (1990)
 GG0096
 GG0096'RECOVERY NOTE BY US POWER SQUADRON 1990 (JC)
 GG0096'RECOVERED IN GOOD CONDITION.
 GG0096
 GG0096                          STATION RECOVERY (2004)
 GG0096
 GG0096'RECOVERY NOTE BY US POWER SQUADRON 2004 (LDB)
 GG0096'RECOVERED AS DESCRIBED.
 GG0096
 GG0096                          STATION RECOVERY (2005)
 GG0096
 GG0096'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0502 ***********************************************************************
 GF0502  DESIGNATION -  A 35
 GF0502  PID         -  GF0502
 GF0502  STATE/COUNTY-  AR/CARROLL
 GF0502  USGS QUAD   -  GRANDVIEW (1972)
 GF0502
 GF0502                         *CURRENT SURVEY CONTROL
 GF0502  ___________________________________________________________________
 GF0502* NAD 83(1986)-  36 24 59.     (N)    093 33 37.     (W)     SCALED    
 GF0502* NAVD 88     -       348.861  (meters)    1144.55   (feet)  ADJUSTED  
 GF0502  ___________________________________________________________________
 GF0502  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GF0502  DYNAMIC HT  -         348.558 (meters)    1143.56  (feet)  COMP
 GF0502  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 GF0502
 GF0502  VERT ORDER  -  SECOND    CLASS 0
 GF0502
 GF0502.The horizontal coordinates were scaled from a topographic map and have
 GF0502.an estimated accuracy of +/- 6 seconds.
 GF0502
 GF0502.The orthometric height was determined by differential leveling
 GF0502.and adjusted by the National Geodetic Survey in June 1991..
 GF0502
 GF0502.The geoid height was determined by GEOID03.
 GF0502
 GF0502.The dynamic height is computed by dividing the NAVD 88
 GF0502.geopotential number by the normal gravity value computed on the
 GF0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0502.degrees latitude (g = 980.6199 gals.).
 GF0502
 GF0502.The modeled gravity was interpolated from observed gravity values.
 GF0502
 GF0502;                    North         East    Units  Estimated Accuracy
 GF0502;SPC AR N     -   232,220.      260,060.      MT  (+/- 180 meters Scaled)
 GF0502
 GF0502                          SUPERSEDED SURVEY CONTROL
 GF0502
 GF0502  NGVD 29 (??/??/92)  348.732  (m)         1144.13   (f) ADJ UNCH    2 0
 GF0502
 GF0502.Superseded values are not recommended for survey control.
 GF0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0502.See file dsdata.txt to determine how the superseded data were derived.
 GF0502
 GF0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA497302(NAD 83)
 GF0502_MARKER: DB = BENCH MARK DISK
 GF0502_SETTING: 0 = UNSPECIFIED SETTING
 GF0502_STAMPING: A-35 1934
 GF0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0502
 GF0502  HISTORY     - Date     Condition        Report By
 GF0502  HISTORY     - 1934     MONUMENTED       CGS
 GF0502  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0502
 GF0502                          STATION DESCRIPTION
 GF0502
 GF0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0502'1.6 MI W FROM URBANETTE.
 GF0502'267 FEET SOUTHWEST OF INTERSECTION OF RAILROAD CENTERLINE AND
 GF0502'CENTERLINE OF COUNTY ROAD, 44 FEET SOUTHEAST OF CENTERLINE OF
 GF0502'RAILROAD, 27 FEET NORTHEAST OF TELEPHONE POLE MARKED 90-10, 2
 GF0502'FEET NORTHWEST OF R/W FENCE LINE.
 GF0502
 GF0502                          STATION RECOVERY (1971)
 GF0502
 GF0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0337 ***********************************************************************
 GF0337  DESIGNATION -  A 36
 GF0337  PID         -  GF0337
 GF0337  STATE/COUNTY-  AR/BOONE
 GF0337  USGS QUAD   -  BERGMAN (1975)
 GF0337
 GF0337                         *CURRENT SURVEY CONTROL
 GF0337  ___________________________________________________________________
 GF0337* NAD 83(1986)-  36 18 54.     (N)    093 00 28.     (W)     SCALED    
 GF0337* NAVD 88     -       363.546  (meters)    1192.73   (feet)  ADJUSTED  
 GF0337  ___________________________________________________________________
 GF0337  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0337  DYNAMIC HT  -         363.223 (meters)    1191.67  (feet)  COMP
 GF0337  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 GF0337
 GF0337  VERT ORDER  -  SECOND    CLASS 0
 GF0337
 GF0337.The horizontal coordinates were scaled from a topographic map and have
 GF0337.an estimated accuracy of +/- 6 seconds.
 GF0337
 GF0337.The orthometric height was determined by differential leveling
 GF0337.and adjusted by the National Geodetic Survey in June 1991..
 GF0337
 GF0337.The geoid height was determined by GEOID03.
 GF0337
 GF0337.The dynamic height is computed by dividing the NAVD 88
 GF0337.geopotential number by the normal gravity value computed on the
 GF0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0337.degrees latitude (g = 980.6199 gals.).
 GF0337
 GF0337.The modeled gravity was interpolated from observed gravity values.
 GF0337
 GF0337;                    North         East    Units  Estimated Accuracy
 GF0337;SPC AR N     -   220,320.      309,500.      MT  (+/- 180 meters Scaled)
 GF0337
 GF0337                          SUPERSEDED SURVEY CONTROL
 GF0337
 GF0337  NGVD 29 (??/??/92)  363.410  (m)         1192.29   (f) ADJ UNCH    2 0
 GF0337
 GF0337.Superseded values are not recommended for survey control.
 GF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0337.See file dsdata.txt to determine how the superseded data were derived.
 GF0337
 GF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA993188(NAD 83)
 GF0337_MARKER: DB = BENCH MARK DISK
 GF0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0337_STAMPING: A-36 1934
 GF0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0337+STABILITY: SURFACE MOTION
 GF0337
 GF0337  HISTORY     - Date     Condition        Report By
 GF0337  HISTORY     - 1934     MONUMENTED       CGS
 GF0337  HISTORY     - 1934     GOOD             NGS
 GF0337
 GF0337                          STATION DESCRIPTION
 GF0337
 GF0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0337'AT BERGMAN.
 GF0337'AT BERGMAN, ALONG MISSOURI PACIFIC R.R., 115 FEET SOUTHEAST
 GF0337'OF THE SOUTHEAST CORNER OF THE PASSENGER STATION, 65.7 FEET
 GF0337'SOUTH OF RAILROAD CENTERLINE, 7 FEET SOUTH OF THE NORTHWEST CORNER
 GF0337'OF FENCE AT CHITWOOD RESIDENCE, 1 FT. WEST OF PROPERTY LINE
 GF0337'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0038 ***********************************************************************
 EK0038  DESIGNATION -  A 372
 EK0038  PID         -  EK0038
 EK0038  STATE/COUNTY-  AR/POLK
 EK0038  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0038
 EK0038                         *CURRENT SURVEY CONTROL
 EK0038  ___________________________________________________________________
 EK0038* NAD 83(1986)-  34 40 11.     (N)    094 16 34.     (W)     SCALED    
 EK0038* NAVD 88     -       416.938  (meters)    1367.90   (feet)  ADJUSTED  
 EK0038  ___________________________________________________________________
 EK0038  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 EK0038  DYNAMIC HT  -         416.481 (meters)    1366.40  (feet)  COMP
 EK0038  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 EK0038
 EK0038  VERT ORDER  -  SECOND    CLASS 0
 EK0038
 EK0038.The horizontal coordinates were scaled from a topographic map and have
 EK0038.an estimated accuracy of +/- 6 seconds.
 EK0038
 EK0038.The orthometric height was determined by differential leveling
 EK0038.and adjusted by the National Geodetic Survey in June 1991..
 EK0038
 EK0038.The geoid height was determined by GEOID03.
 EK0038
 EK0038.The dynamic height is computed by dividing the NAVD 88
 EK0038.geopotential number by the normal gravity value computed on the
 EK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0038.degrees latitude (g = 980.6199 gals.).
 EK0038
 EK0038.The modeled gravity was interpolated from observed gravity values.
 EK0038
 EK0038;                    North         East    Units  Estimated Accuracy
 EK0038;SPC AR S     -   624,490.      191,410.      MT  (+/- 180 meters Scaled)
 EK0038
 EK0038                          SUPERSEDED SURVEY CONTROL
 EK0038
 EK0038  NGVD 29 (??/??/92)  416.819  (m)         1367.51   (f) ADJ UNCH    2 0
 EK0038
 EK0038.Superseded values are not recommended for survey control.
 EK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0038.See file dsdata.txt to determine how the superseded data were derived.
 EK0038
 EK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU830371(NAD 83)
 EK0038_MARKER: Q = CHISELED SQUARE
 EK0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0038_SP_SET: ABUTMENT PARAPET
 EK0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0038
 EK0038  HISTORY     - Date     Condition        Report By
 EK0038  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0038  HISTORY     - 1934     GOOD             NGS
 EK0038  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0038
 EK0038                          STATION DESCRIPTION
 EK0038
 EK0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0038'3.8 MI NW FROM ACORN.
 EK0038'3.8 MILES NORTHWEST OF, ALONG KANSAS CITY SOUTHERN RY. FROM
 EK0038'SCHOOL BLDG.  ON RAILROAD BRIDGE A-372, ON TOP OF SOUTHEAST
 EK0038'CORNER OF PARAPET WALL OF NORTH ABUTMENT.
 EK0038
 EK0038                          STATION RECOVERY (1961)
 EK0038
 EK0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0034 ***********************************************************************
 EK0034  DESIGNATION -  A 374
 EK0034  PID         -  EK0034
 EK0034  STATE/COUNTY-  AR/POLK
 EK0034  USGS QUAD   -  ACORN (1975)
 EK0034
 EK0034                         *CURRENT SURVEY CONTROL
 EK0034  ___________________________________________________________________
 EK0034* NAD 83(1986)-  34 39 19.     (N)    094 14 28.     (W)     SCALED    
 EK0034* NAVD 88     -       372.769  (meters)    1222.99   (feet)  ADJUSTED  
 EK0034  ___________________________________________________________________
 EK0034  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 EK0034  DYNAMIC HT  -         372.363 (meters)    1221.66  (feet)  COMP
 EK0034  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 EK0034
 EK0034  VERT ORDER  -  SECOND    CLASS 0
 EK0034
 EK0034.The horizontal coordinates were scaled from a topographic map and have
 EK0034.an estimated accuracy of +/- 6 seconds.
 EK0034
 EK0034.The orthometric height was determined by differential leveling
 EK0034.and adjusted by the National Geodetic Survey in June 1991..
 EK0034
 EK0034.The geoid height was determined by GEOID03.
 EK0034
 EK0034.The dynamic height is computed by dividing the NAVD 88
 EK0034.geopotential number by the normal gravity value computed on the
 EK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0034.degrees latitude (g = 980.6199 gals.).
 EK0034
 EK0034.The modeled gravity was interpolated from observed gravity values.
 EK0034
 EK0034;                    North         East    Units  Estimated Accuracy
 EK0034;SPC AR S     -   622,820.      194,580.      MT  (+/- 180 meters Scaled)
 EK0034
 EK0034                          SUPERSEDED SURVEY CONTROL
 EK0034
 EK0034  NGVD 29 (??/??/92)  372.657  (m)         1222.63   (f) ADJ UNCH    2 0
 EK0034
 EK0034.Superseded values are not recommended for survey control.
 EK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0034.See file dsdata.txt to determine how the superseded data were derived.
 EK0034
 EK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU862355(NAD 83)
 EK0034_MARKER: Q = CHISELED SQUARE
 EK0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0034_SP_SET: ABUTMENT PARAPET
 EK0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0034
 EK0034  HISTORY     - Date     Condition        Report By
 EK0034  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0034  HISTORY     - 1934     GOOD             NGS
 EK0034  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0034
 EK0034                          STATION DESCRIPTION
 EK0034
 EK0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0034'1.6 MI NW FROM ACORN.
 EK0034'1.6 MILES NORTHWEST OF, ALONG K.C.S. RY. FROM SCHOOL.  ON
 EK0034'RAILROAD BRIDGE A-374, ON TOP OF SOUTHEAST CORNER OF PARAPET
 EK0034'WALL OF NORTH ABUTMENT.
 EK0034
 EK0034                          STATION RECOVERY (1961)
 EK0034
 EK0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0092 ***********************************************************************
 GF0092  DESIGNATION -  A 38
 GF0092  PID         -  GF0092
 GF0092  STATE/COUNTY-  AR/BAXTER
 GF0092  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0092
 GF0092                         *CURRENT SURVEY CONTROL
 GF0092  ___________________________________________________________________
 GF0092* NAD 83(1986)-  36 19 47.     (N)    092 23 18.     (W)     SCALED    
 GF0092* NAVD 88     -       230.507  (meters)     756.25   (feet)  ADJUSTED  
 GF0092  ___________________________________________________________________
 GF0092  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0092  DYNAMIC HT  -         230.310 (meters)     755.61  (feet)  COMP
 GF0092  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GF0092
 GF0092  VERT ORDER  -  SECOND    CLASS 0
 GF0092
 GF0092.The horizontal coordinates were scaled from a topographic map and have
 GF0092.an estimated accuracy of +/- 6 seconds.
 GF0092
 GF0092.The orthometric height was determined by differential leveling
 GF0092.and adjusted by the National Geodetic Survey in June 1991..
 GF0092
 GF0092.The geoid height was determined by GEOID03.
 GF0092
 GF0092.The dynamic height is computed by dividing the NAVD 88
 GF0092.geopotential number by the normal gravity value computed on the
 GF0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0092.degrees latitude (g = 980.6199 gals.).
 GF0092
 GF0092.The modeled gravity was interpolated from observed gravity values.
 GF0092
 GF0092;                    North         East    Units  Estimated Accuracy
 GF0092;SPC AR N     -   221,560.      365,130.      MT  (+/- 180 meters Scaled)
 GF0092
 GF0092                          SUPERSEDED SURVEY CONTROL
 GF0092
 GF0092  NGVD 29 (??/??/92)  230.391  (m)          755.87   (f) ADJ UNCH    2 0
 GF0092
 GF0092.Superseded values are not recommended for survey control.
 GF0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0092.See file dsdata.txt to determine how the superseded data were derived.
 GF0092
 GF0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA548206(NAD 83)
 GF0092_MARKER: DB = BENCH MARK DISK
 GF0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0092_SP_SET: BRIDGE
 GF0092_STAMPING: A-38 1934
 GF0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0092
 GF0092  HISTORY     - Date     Condition        Report By
 GF0092  HISTORY     - 1934     MONUMENTED       CGS
 GF0092  HISTORY     - 1968     MARK NOT FOUND   USGS
 GF0092  HISTORY     - 1988     GOOD             USPSQD
 GF0092  HISTORY     - 1988     GOOD             USPSQD
 GF0092
 GF0092                          STATION DESCRIPTION
 GF0092
 GF0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0092'.4 MI S FROM MOUNTAIN HOME.
 GF0092'.4 MILE SOUTH OF ALONG U.S. HWY 62 FROM COURTHOUSE AT THE BASE
 GF0092'OF THE NORTH END OF THE EAST GUARD RAIL OF CONCRETE HIGHWAY
 GF0092'BRIDGE OVER DODD CREEK, ABOUT 0.7 FT. ABOVE THE FLOOR OF BRIDGE,
 GF0092'0.5 FT. SOUTH OF THE NORTHEAST CORNER POST OF THE BRIDGE.  TABLET
 GF0092'SET IN TOP OF CONCRETE HIGHWAY BRIDGE.
 GF0092
 GF0092                          STATION RECOVERY (1968)
 GF0092
 GF0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GF0092'MARK NOT FOUND.
 GF0092
 GF0092                          STATION RECOVERY (1988)
 GF0092
 GF0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GF0092'RECOVERED IN GOOD CONDITION.
 GF0092
 GF0092                          STATION RECOVERY (1988)
 GF0092
 GF0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 GF0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0047 ***********************************************************************
 GF0047  DESIGNATION -  A 39
 GF0047  PID         -  GF0047
 GF0047  STATE/COUNTY-  AR/BAXTER
 GF0047  USGS QUAD   -  BUFFALO CITY (1966)
 GF0047
 GF0047                         *CURRENT SURVEY CONTROL
 GF0047  ___________________________________________________________________
 GF0047* NAD 83(1986)-  36 10 25.     (N)    092 25 58.     (W)     SCALED    
 GF0047* NAVD 88     -       127.443  (meters)     418.12   (feet)  ADJUSTED  
 GF0047  ___________________________________________________________________
 GF0047  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GF0047  DYNAMIC HT  -         127.334 (meters)     417.76  (feet)  COMP
 GF0047  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 GF0047
 GF0047  VERT ORDER  -  SECOND    CLASS 0
 GF0047
 GF0047.The horizontal coordinates were scaled from a topographic map and have
 GF0047.an estimated accuracy of +/- 6 seconds.
 GF0047
 GF0047.The orthometric height was determined by differential leveling
 GF0047.and adjusted by the National Geodetic Survey in June 1991..
 GF0047
 GF0047.The geoid height was determined by GEOID03.
 GF0047
 GF0047.The dynamic height is computed by dividing the NAVD 88
 GF0047.geopotential number by the normal gravity value computed on the
 GF0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0047.degrees latitude (g = 980.6199 gals.).
 GF0047
 GF0047.The modeled gravity was interpolated from observed gravity values.
 GF0047
 GF0047;                    North         East    Units  Estimated Accuracy
 GF0047;SPC AR N     -   204,260.      361,070.      MT  (+/- 180 meters Scaled)
 GF0047
 GF0047                          SUPERSEDED SURVEY CONTROL
 GF0047
 GF0047  NGVD 29 (??/??/92)  127.336  (m)          417.77   (f) ADJ UNCH    2 0
 GF0047
 GF0047.Superseded values are not recommended for survey control.
 GF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0047.See file dsdata.txt to determine how the superseded data were derived.
 GF0047
 GF0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA510033(NAD 83)
 GF0047_MARKER: DB = BENCH MARK DISK
 GF0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0047_STAMPING: A-39 1934
 GF0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0047+STABILITY: SURFACE MOTION
 GF0047
 GF0047  HISTORY     - Date     Condition        Report By
 GF0047  HISTORY     - 1934     MONUMENTED       CGS
 GF0047
 GF0047                          STATION DESCRIPTION
 GF0047
 GF0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0047'0.7 MI NE FROM BUFFALO.
 GF0047'AT MILE POST 369, 93 FEET SOUTHWEST OF POLE 369, 42.5 FEET
 GF0047'NORTHWEST OF RAILROAD CENTERLINE, 51 FEET NORTHWEST OF INTERSECTION
 GF0047'OF CENTERLINES OF RAILROAD AND GRADE CROSSING, 18.5 FEET NORTHEAST
 GF0047'OF THE EAST POST OF GATE AT THE NORTH SIDE OF RAILROAD, 1.5
 GF0047'FT SOUTHEAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0766 ***********************************************************************
 FF0766  DESIGNATION -  A 4
 FF0766  PID         -  FF0766
 FF0766  STATE/COUNTY-  AR/POINSETT
 FF0766  USGS QUAD   -  TRUMANN (1983)
 FF0766
 FF0766                         *CURRENT SURVEY CONTROL
 FF0766  ___________________________________________________________________
 FF0766* NAD 83(1986)-  35 40 33.     (N)    090 30 29.     (W)     SCALED    
 FF0766* NAVD 88     -        67.747  (meters)     222.27   (feet)  ADJUSTED  
 FF0766  ___________________________________________________________________
 FF0766  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF0766  DYNAMIC HT  -          67.688 (meters)     222.07  (feet)  COMP
 FF0766  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 FF0766
 FF0766  VERT ORDER  -  FIRST     CLASS II
 FF0766
 FF0766.The horizontal coordinates were scaled from a topographic map and have
 FF0766.an estimated accuracy of +/- 6 seconds.
 FF0766
 FF0766.The orthometric height was determined by differential leveling
 FF0766.and adjusted by the National Geodetic Survey in June 1991..
 FF0766
 FF0766.The geoid height was determined by GEOID03.
 FF0766
 FF0766.The dynamic height is computed by dividing the NAVD 88
 FF0766.geopotential number by the normal gravity value computed on the
 FF0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0766.degrees latitude (g = 980.6199 gals.).
 FF0766
 FF0766.The modeled gravity was interpolated from observed gravity values.
 FF0766
 FF0766;                    North         East    Units  Estimated Accuracy
 FF0766;SPC AR N     -   149,960.      535,050.      MT  (+/- 180 meters Scaled)
 FF0766
 FF0766                          SUPERSEDED SURVEY CONTROL
 FF0766
 FF0766  NGVD 29 (??/??/??)   67.665  (m)          222.00   (f) ADJUSTED    1 2
 FF0766
 FF0766.Superseded values are not recommended for survey control.
 FF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0766.See file dsdata.txt to determine how the superseded data were derived.
 FF0766
 FF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV255508(NAD 83)
 FF0766_MARKER: DB = BENCH MARK DISK
 FF0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0766_STAMPING: 222.021 A 4 1928
 FF0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0766+STABILITY: SURFACE MOTION
 FF0766
 FF0766  HISTORY     - Date     Condition        Report By
 FF0766  HISTORY     - 1928     MONUMENTED       CGS
 FF0766  HISTORY     - 1956     GOOD             CGS
 FF0766  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0766
 FF0766                          STATION DESCRIPTION
 FF0766
 FF0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0766'AT TRUMANN.
 FF0766'AT TRUMANN, ABOUT 0.1 MILE NORTHWEST ALONG THE ST. LOUIS SAN
 FF0766'FRANCISCO RAILWAY FROM THE STATION, ACROSS TRACKS FROM POINT
 FF0766'BETWEEN TELEPHONE POLES NO. 436/18 AND 436/19, 28 FEET SOUTHWEST
 FF0766'OF SOUTHWEST RAIL OF MAIN TRACK, 37 FEET NORTHEAST OF NORTHEAST
 FF0766'RAIL OF A SIDE TRACK, 16 FEET SOUTHEAST OF THE 5TH TELEPHONE
 FF0766'POLE NORTHWEST OF STATION OF ROW OF POLES SOUTHWEST OF TRACK,
 FF0766'165 FEET NORTH AND ACROSS SIDE TRACKS AND A STREET FROM THE
 FF0766'NORTH CORNER OF EMPLOYMENT OFFICE OF POINSETT LUMBER AND
 FF0766'MANUFACTURING COMPANY, 2 FEET NORTHWEST OF A WHITE WOODEN
 FF0766'WITNESS POST, ABOUT 8 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FF0766'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0766
 FF0766                          STATION RECOVERY (1978)
 FF0766
 FF0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0766'CONSTRUCTION AND UPGRADING OF THE RAILROAD HAS TAKEN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0573 ***********************************************************************
 GE0573  DESIGNATION -  A 40 RESET
 GE0573  PID         -  GE0573
 GE0573  STATE/COUNTY-  AR/FULTON
 GE0573  USGS QUAD   -  SALEM (1984)
 GE0573
 GE0573                         *CURRENT SURVEY CONTROL
 GE0573  ___________________________________________________________________
 GE0573* NAD 83(1986)-  36 21 24.     (N)    091 48 32.     (W)     SCALED    
 GE0573* NAVD 88     -       233.755  (meters)     766.91   (feet)  ADJUSTED  
 GE0573  ___________________________________________________________________
 GE0573  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GE0573  DYNAMIC HT  -         233.558 (meters)     766.26  (feet)  COMP
 GE0573  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GE0573
 GE0573  VERT ORDER  -  SECOND    CLASS 0
 GE0573
 GE0573.The horizontal coordinates were scaled from a topographic map and have
 GE0573.an estimated accuracy of +/- 6 seconds.
 GE0573
 GE0573.The orthometric height was determined by differential leveling
 GE0573.and adjusted by the National Geodetic Survey in June 1991..
 GE0573
 GE0573.The geoid height was determined by GEOID03.
 GE0573
 GE0573.The dynamic height is computed by dividing the NAVD 88
 GE0573.geopotential number by the normal gravity value computed on the
 GE0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0573.degrees latitude (g = 980.6199 gals.).
 GE0573
 GE0573.The modeled gravity was interpolated from observed gravity values.
 GE0573
 GE0573;                    North         East    Units  Estimated Accuracy
 GE0573;SPC AR N     -   224,500.      417,150.      MT  (+/- 180 meters Scaled)
 GE0573
 GE0573                          SUPERSEDED SURVEY CONTROL
 GE0573
 GE0573  NGVD 29 (??/??/92)  233.639  (m)          766.53   (f) ADJ UNCH    2 0
 GE0573
 GE0573.Superseded values are not recommended for survey control.
 GE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0573.See file dsdata.txt to determine how the superseded data were derived.
 GE0573
 GE0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA068241(NAD 83)
 GE0573_MARKER: DB = BENCH MARK DISK
 GE0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0573_STAMPING: A 40 1934 RESET 1955
 GE0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0573+STABILITY: SURFACE MOTION
 GE0573
 GE0573  HISTORY     - Date     Condition        Report By
 GE0573  HISTORY     - 1955     MONUMENTED       CGS
 GE0573
 GE0573                          STATION DESCRIPTION
 GE0573
 GE0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0573'1.2 MI SE FROM SALEM.
 GE0573'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE NORTH
 GE0573'ARKANSAS ELECTRIC CO-OPERATIVE BUILDING AT SALEM, FULTON COUNTY,
 GE0573'0.2 MILE SOUTHEAST OF THE TOP OF A HILL, 0.1 MILE SOUTHEAST OF
 GE0573'A SAWMILL, 79 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GE0573'FARMHOUSE, 62.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GE0573'18 FEET NORTHEAST OF A POWER POLE, 4 FEET WEST OF A FENCE CORNER,
 GE0573'2.5 FEET NORTHWEST OF A JOG IN THE FENCE, AND 2 FEET NORTHEAST
 GE0573'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 40
 GE0573'1934 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0573'0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0207 ***********************************************************************
 FG0207  DESIGNATION -  A 42
 FG0207  PID         -  FG0207
 FG0207  STATE/COUNTY-  AR/CLEBURNE
 FG0207  USGS QUAD   -  BROWNSVILLE (1981)
 FG0207
 FG0207                         *CURRENT SURVEY CONTROL
 FG0207  ___________________________________________________________________
 FG0207* NAD 83(1986)-  35 30 07.     (N)    092 01 47.     (W)     SCALED    
 FG0207* NAVD 88     -       163.394  (meters)     536.07   (feet)  ADJUSTED  
 FG0207  ___________________________________________________________________
 FG0207  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FG0207  DYNAMIC HT  -         163.249 (meters)     535.59  (feet)  COMP
 FG0207  MODELED GRAV-     979,742.3   (mgal)                       NAVD 88
 FG0207
 FG0207  VERT ORDER  -  SECOND    CLASS 0
 FG0207
 FG0207.The horizontal coordinates were scaled from a topographic map and have
 FG0207.an estimated accuracy of +/- 6 seconds.
 FG0207
 FG0207.The orthometric height was determined by differential leveling
 FG0207.and adjusted by the National Geodetic Survey in June 1991..
 FG0207
 FG0207.The geoid height was determined by GEOID03.
 FG0207
 FG0207.The dynamic height is computed by dividing the NAVD 88
 FG0207.geopotential number by the normal gravity value computed on the
 FG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0207.degrees latitude (g = 980.6199 gals.).
 FG0207
 FG0207.The modeled gravity was interpolated from observed gravity values.
 FG0207
 FG0207;                    North         East    Units  Estimated Accuracy
 FG0207;SPC AR N     -   129,650.      397,300.      MT  (+/- 180 meters Scaled)
 FG0207
 FG0207                          SUPERSEDED SURVEY CONTROL
 FG0207
 FG0207  NGVD 29 (??/??/92)  163.323  (m)          535.84   (f) ADJ UNCH    2 0
 FG0207
 FG0207.Superseded values are not recommended for survey control.
 FG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0207.See file dsdata.txt to determine how the superseded data were derived.
 FG0207
 FG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV879291(NAD 83)
 FG0207_MARKER: DB = BENCH MARK DISK
 FG0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0207_STAMPING: A 42 1935
 FG0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0207+STABILITY: SURFACE MOTION
 FG0207
 FG0207  HISTORY     - Date     Condition        Report By
 FG0207  HISTORY     - 1935     MONUMENTED       CGS
 FG0207  HISTORY     - 1954     GOOD             NGS
 FG0207
 FG0207                          STATION DESCRIPTION
 FG0207
 FG0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FG0207'0.9 MI NE FROM HEBER SPRINGS.
 FG0207'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COUNTY COURTHOUSE
 FG0207'AT HEBER SPRINGS, 48.5 FEET SOUTHEAST OF THE CENTER OF THE
 FG0207'INTERSECTION WITH A CROSSROAD AT THE SUMMIT OF A HILL, 85.5 FEET
 FG0207'NORTHWEST OF THE NORTHWEST CORNER OF A LOG HOUSE OWNED BY MR.
 FG0207'BLACKWOOD, AND 41 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 FG0207'STANDARD DISK, STAMPED A 42 1935 AND SET IN THE TOP OF A CONCRETE
 FG0207'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1575 ***********************************************************************
 FF1575  DESIGNATION -  A 43
 FF1575  PID         -  FF1575
 FF1575  STATE/COUNTY-  AR/IZARD
 FF1575  USGS QUAD   -  GUION (1964)
 FF1575
 FF1575                         *CURRENT SURVEY CONTROL
 FF1575  ___________________________________________________________________
 FF1575* NAD 83(1986)-  35 56 05.     (N)    091 57 18.     (W)     SCALED    
 FF1575* NAVD 88     -        96.659  (meters)     317.12   (feet)  ADJUSTED  
 FF1575  ___________________________________________________________________
 FF1575  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FF1575  DYNAMIC HT  -          96.577 (meters)     316.85  (feet)  COMP
 FF1575  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 FF1575
 FF1575  VERT ORDER  -  SECOND    CLASS 0
 FF1575
 FF1575.The horizontal coordinates were scaled from a topographic map and have
 FF1575.an estimated accuracy of +/- 6 seconds.
 FF1575
 FF1575.The orthometric height was determined by differential leveling
 FF1575.and adjusted by the National Geodetic Survey in June 1991..
 FF1575
 FF1575.The geoid height was determined by GEOID03.
 FF1575
 FF1575.The dynamic height is computed by dividing the NAVD 88
 FF1575.geopotential number by the normal gravity value computed on the
 FF1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1575.degrees latitude (g = 980.6199 gals.).
 FF1575
 FF1575.The modeled gravity was interpolated from observed gravity values.
 FF1575
 FF1575;                    North         East    Units  Estimated Accuracy
 FF1575;SPC AR N     -   177,660.      404,060.      MT  (+/- 180 meters Scaled)
 FF1575
 FF1575                          SUPERSEDED SURVEY CONTROL
 FF1575
 FF1575  NGVD 29 (??/??/??)   96.569  (m)          316.83   (f) ADJUSTED    2 0
 FF1575
 FF1575.Superseded values are not recommended for survey control.
 FF1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1575.See file dsdata.txt to determine how the superseded data were derived.
 FF1575
 FF1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV942772(NAD 83)
 FF1575_MARKER: DB = BENCH MARK DISK
 FF1575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1575_SP_SET: BRIDGE
 FF1575_STAMPING: A 43 1934
 FF1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1575
 FF1575  HISTORY     - Date     Condition        Report By
 FF1575  HISTORY     - 1934     MONUMENTED       CGS
 FF1575
 FF1575                          STATION DESCRIPTION
 FF1575
 FF1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1575'1.2 MI NW FROM GUION.
 FF1575'1.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1575'SILICA PRODUCTS CO. PLANT AT GUION, IZARD COUNTY, ABOUT 16 POLES
 FF1575'NORTHWEST OF MILEPOST 313, AT THE NORTH END OF BRIDGE 40, IN THE
 FF1575'TOP OF THE SOUTHWEST END OF THE WING WALL, AND 10 FEET SOUTHWEST OF
 FF1575'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED A 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0929 ***********************************************************************
 FF0929  DESIGNATION -  A 44
 FF0929  PID         -  FF0929
 FF0929  STATE/COUNTY-  AR/INDEPENDENCE
 FF0929  USGS QUAD   -  CORD (1981)
 FF0929
 FF0929                         *CURRENT SURVEY CONTROL
 FF0929  ___________________________________________________________________
 FF0929* NAD 83(1986)-  35 50 07.     (N)    091 22 04.     (W)     SCALED    
 FF0929* NAVD 88     -       121.318  (meters)     398.02   (feet)  ADJUSTED  
 FF0929  ___________________________________________________________________
 FF0929  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0929  DYNAMIC HT  -         121.212 (meters)     397.68  (feet)  COMP
 FF0929  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 FF0929
 FF0929  VERT ORDER  -  SECOND    CLASS 0
 FF0929
 FF0929.The horizontal coordinates were scaled from a topographic map and have
 FF0929.an estimated accuracy of +/- 6 seconds.
 FF0929
 FF0929.The orthometric height was determined by differential leveling
 FF0929.and adjusted by the National Geodetic Survey in June 1991..
 FF0929
 FF0929.The geoid height was determined by GEOID03.
 FF0929
 FF0929.The dynamic height is computed by dividing the NAVD 88
 FF0929.geopotential number by the normal gravity value computed on the
 FF0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0929.degrees latitude (g = 980.6199 gals.).
 FF0929
 FF0929.The modeled gravity was interpolated from observed gravity values.
 FF0929
 FF0929;                    North         East    Units  Estimated Accuracy
 FF0929;SPC AR N     -   166,810.      457,120.      MT  (+/- 180 meters Scaled)
 FF0929
 FF0929                          SUPERSEDED SURVEY CONTROL
 FF0929
 FF0929  NGVD 29 (??/??/??)  121.236  (m)          397.76   (f) ADJUSTED    2 0
 FF0929
 FF0929.Superseded values are not recommended for survey control.
 FF0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0929.See file dsdata.txt to determine how the superseded data were derived.
 FF0929
 FF0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV474669(NAD 83)
 FF0929_MARKER: DB = BENCH MARK DISK
 FF0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0929_STAMPING: A 44 1935 397.755
 FF0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0929+STABILITY: SURFACE MOTION
 FF0929
 FF0929  HISTORY     - Date     Condition        Report By
 FF0929  HISTORY     - 1935     MONUMENTED       CGS
 FF0929  HISTORY     - 1949     GOOD             CGS
 FF0929
 FF0929                          STATION DESCRIPTION
 FF0929
 FF0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0929'1.2 MI NE FROM WALNUT GROVE.
 FF0929'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF0929'AT WALNUT GROVE, AT THE A. LEWALLEN FARMHOUSE, 66 FEET SOUTHEAST
 FF0929'OF THE CENTERLINE OF THE GATE TO THE FARMYARD, 59 FEET EAST OF
 FF0929'THE MAIL BOX, 25 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FF0929'7 FEET NORTHEAST OF A FENCE CORNER, AND 1 FOOT NORTHWEST OF THE
 FF0929'PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED A 44 1935 AND
 FF0929'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0930 ***********************************************************************
 FF0930  DESIGNATION -  A 44 RESET
 FF0930  PID         -  FF0930
 FF0930  STATE/COUNTY-  AR/INDEPENDENCE
 FF0930  USGS QUAD   -  CORD (1981)
 FF0930
 FF0930                         *CURRENT SURVEY CONTROL
 FF0930  ___________________________________________________________________
 FF0930* NAD 83(1986)-  35 50 07.     (N)    091 22 04.     (W)     SCALED    
 FF0930* NAVD 88     -       122.81   (+/-2cm)     402.9    (feet)  VERTCON   
 FF0930  ___________________________________________________________________
 FF0930  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0930
 FF0930  VERT ORDER  -  ? (See Below)
 FF0930
 FF0930.The horizontal coordinates were scaled from a topographic map and have
 FF0930.an estimated accuracy of +/- 6 seconds.
 FF0930
 FF0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0930.The vertical order pertains to the NGVD 29 superseded value.
 FF0930
 FF0930.The geoid height was determined by GEOID03.
 FF0930
 FF0930;                    North         East    Units  Estimated Accuracy
 FF0930;SPC AR N     -   166,810.      457,120.      MT  (+/- 180 meters Scaled)
 FF0930
 FF0930                          SUPERSEDED SURVEY CONTROL
 FF0930
 FF0930  NGVD 29 (??/??/??)  122.728  (m)          402.65   (f) ADJUSTED    ?  
 FF0930
 FF0930.Superseded values are not recommended for survey control.
 FF0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0930.See file dsdata.txt to determine how the superseded data were derived.
 FF0930
 FF0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV474669(NAD 83)
 FF0930_MARKER: DB = BENCH MARK DISK
 FF0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0930_STAMPING: A 44 RESET 1966
 FF0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0930+STABILITY: SURFACE MOTION
 FF0930
 FF0930  HISTORY     - Date     Condition        Report By
 FF0930  HISTORY     - 1966     MONUMENTED       CGS
 FF0930  HISTORY     - 20020925 POOR             USACE
 FF0930
 FF0930                          STATION DESCRIPTION
 FF0930
 FF0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FF0930'1.2 MI NE FROM WALNUT GROVE.
 FF0930'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE STORE
 FF0930'AT WALNUT GROVE, 45 FEET SOUTHWEST OF AN ELM TREE NEAR THE
 FF0930'CORNER OF FARM YARD, 196 FEET SOUTHWEST OF THE A. LEWALLEN
 FF0930'FARMHOUSE, 38 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FF0930'33 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BARN AND SET IN
 FF0930'THE TOP OF A CONCRETE POST.
 FF0930
 FF0930                          STATION RECOVERY (2002)
 FF0930
 FF0930'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0930'DISK HAS BEEN SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1289 ***********************************************************************
 FG1289  DESIGNATION -  A 45 RESET
 FG1289  PID         -  FG1289
 FG1289  STATE/COUNTY-  AR/FRANKLIN
 FG1289  USGS QUAD   -  OZARK (1993)
 FG1289
 FG1289                         *CURRENT SURVEY CONTROL
 FG1289  ___________________________________________________________________
 FG1289* NAD 83(1986)-  35 28 52.     (N)    093 49 57.     (W)     SCALED    
 FG1289* NAVD 88     -       123.25   (meters)     404.4    (feet)  RESET     
 FG1289  ___________________________________________________________________
 FG1289  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1289
 FG1289  VERT ORDER  -  THIRD
 FG1289
 FG1289.The horizontal coordinates were scaled from a topographic map and have
 FG1289.an estimated accuracy of +/- 6 seconds.
 FG1289
 FG1289.The orthometric height was computed from unverified reset data.
 FG1289
 FG1289.The geoid height was determined by GEOID03.
 FG1289
 FG1289;                    North         East    Units  Estimated Accuracy
 FG1289;SPC AR N     -   128,880.      233,720.      MT  (+/- 180 meters Scaled)
 FG1289
 FG1289                          SUPERSEDED SURVEY CONTROL
 FG1289
 FG1289.No superseded survey control is available for this station.
 FG1289
 FG1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV244267(NAD 83)
 FG1289_MARKER: DB = BENCH MARK DISK
 FG1289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1289_SP_SET: CONCRETE CURB
 FG1289_STAMPING: A 45 RESET 1966
 FG1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1289
 FG1289  HISTORY     - Date     Condition        Report By
 FG1289  HISTORY     - 1966     MONUMENTED       CGS
 FG1289  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1289
 FG1289                          STATION DESCRIPTION
 FG1289
 FG1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FG1289'0.8 MI SW FROM OZARK.
 FG1289'ABOUT 0.3 MILES WEST ALONG U. S. HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 FG1289'AT OZARK TO THE JUNCTION OF ARKANSAS STATE HIGHWAY 23, THENCE 0.5 MILE
 FG1289'SOUTH ALONG ARKANSAS STATE HIGHWAY 23 TO THE SOUTH END OF THE BRIDGE
 FG1289'OVER THE ARKANSAS RIVER, 14 FEET EAST OF THE CENTER LINE OF THE
 FG1289'HIGHWAY, 4 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE CURB, 1.3
 FG1289'FEET ABOVE CONCRETE SPILLWAY TO THE INLET AND SET IN THE TOP OF THE
 FG1289'CONCRETE CURB.
 FG1289
 FG1289                          STATION RECOVERY (1984)
 FG1289
 FG1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1289'NOT RECOVERED, BRIDGE HAS BEEN RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1149 ***********************************************************************
 FG1149  DESIGNATION -  A 47
 FG1149  PID         -  FG1149
 FG1149  STATE/COUNTY-  AR/YELL
 FG1149  USGS QUAD   -  DANVILLE MOUNTAIN (1972)
 FG1149
 FG1149                         *CURRENT SURVEY CONTROL
 FG1149  ___________________________________________________________________
 FG1149* NAD 83(1986)-  35 04 08.     (N)    093 19 22.     (W)     SCALED    
 FG1149* NAVD 88     -       102.420  (meters)     336.02   (feet)  ADJUSTED  
 FG1149  ___________________________________________________________________
 FG1149  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FG1149  DYNAMIC HT  -         102.320 (meters)     335.69  (feet)  COMP
 FG1149  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FG1149
 FG1149  VERT ORDER  -  SECOND    CLASS 0
 FG1149
 FG1149.The horizontal coordinates were scaled from a topographic map and have
 FG1149.an estimated accuracy of +/- 6 seconds.
 FG1149
 FG1149.The orthometric height was determined by differential leveling
 FG1149.and adjusted by the National Geodetic Survey in June 1991..
 FG1149
 FG1149.The geoid height was determined by GEOID03.
 FG1149
 FG1149.The dynamic height is computed by dividing the NAVD 88
 FG1149.geopotential number by the normal gravity value computed on the
 FG1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1149.degrees latitude (g = 980.6199 gals.).
 FG1149
 FG1149.The modeled gravity was interpolated from observed gravity values.
 FG1149
 FG1149;                    North         East    Units  Estimated Accuracy
 FG1149;SPC AR N     -    82,410.      279,350.      MT  (+/- 180 meters Scaled)
 FG1149
 FG1149                          SUPERSEDED SURVEY CONTROL
 FG1149
 FG1149  NGVD 29 (??/??/92)  102.384  (m)          335.90   (f) ADJ UNCH    2 0
 FG1149
 FG1149.Superseded values are not recommended for survey control.
 FG1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1149.See file dsdata.txt to determine how the superseded data were derived.
 FG1149
 FG1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU705807(NAD 83)
 FG1149_MARKER: DB = BENCH MARK DISK
 FG1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1149_SP_SET: CULVERT
 FG1149_STAMPING: A-47 1934
 FG1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1149
 FG1149  HISTORY     - Date     Condition        Report By
 FG1149  HISTORY     - 1934     MONUMENTED       CGS
 FG1149
 FG1149                          STATION DESCRIPTION
 FG1149
 FG1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1149'3.9 MI E FROM DANVILLE.
 FG1149'3.9 MILES EAST OF, ALONG C.R.I. AND P. RY, FROM STATION.  TABLET SET
 FG1149'HORIZONTALLY ON EAST END OF NORTH HEADWALL OF RAILROAD CULVERT. ABOUT
 FG1149'0.4 MILE EAST FROM M.P. 216.  ABOUT 300 FEET NORTHWEST OF SMALL FARM
 FG1149'HOUSE.  ABOUT 150 FEET NORTH OF STATE HWY. NO. 10. 12.3 FEET NORTH OF
 FG1149'CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. 1.5 FEET WEST OF
 FG1149'EAST END OF HEADWALL.  1.1 FEET SOUTH OF NORTH EDGE OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0971 ***********************************************************************
 FG0971  DESIGNATION -  A 48
 FG0971  PID         -  FG0971
 FG0971  STATE/COUNTY-  AR/POPE
 FG0971  USGS QUAD   -  LURTON (1980)
 FG0971
 FG0971                         *CURRENT SURVEY CONTROL
 FG0971  ___________________________________________________________________
 FG0971* NAD 83(1986)-  35 45 03.     (N)    093 05 33.     (W)     SCALED    
 FG0971* NAVD 88     -       659.148  (meters)    2162.55   (feet)  ADJUSTED  
 FG0971  ___________________________________________________________________
 FG0971  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0971  DYNAMIC HT  -         658.508 (meters)    2160.45  (feet)  COMP
 FG0971  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 FG0971
 FG0971  VERT ORDER  -  SECOND    CLASS 0
 FG0971
 FG0971.The horizontal coordinates were scaled from a topographic map and have
 FG0971.an estimated accuracy of +/- 6 seconds.
 FG0971
 FG0971.The orthometric height was determined by differential leveling
 FG0971.and adjusted by the National Geodetic Survey in June 1991..
 FG0971
 FG0971.The geoid height was determined by GEOID03.
 FG0971
 FG0971.The dynamic height is computed by dividing the NAVD 88
 FG0971.geopotential number by the normal gravity value computed on the
 FG0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0971.degrees latitude (g = 980.6199 gals.).
 FG0971
 FG0971.The modeled gravity was interpolated from observed gravity values.
 FG0971
 FG0971;                    North         East    Units  Estimated Accuracy
 FG0971;SPC AR N     -   157,810.      301,200.      MT  (+/- 180 meters Scaled)
 FG0971
 FG0971                          SUPERSEDED SURVEY CONTROL
 FG0971
 FG0971  NGVD 29 (??/??/92)  659.065  (m)         2162.28   (f) ADJ UNCH    2 0
 FG0971
 FG0971.Superseded values are not recommended for survey control.
 FG0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0971.See file dsdata.txt to determine how the superseded data were derived.
 FG0971
 FG0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV916563(NAD 83)
 FG0971_MARKER: DB = BENCH MARK DISK
 FG0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0971_STAMPING: A-48 1931
 FG0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0971+STABILITY: SURFACE MOTION
 FG0971
 FG0971  HISTORY     - Date     Condition        Report By
 FG0971  HISTORY     - 1934     MONUMENTED       CGS
 FG0971  HISTORY     - 1935     GOOD             NGS
 FG0971
 FG0971                          STATION DESCRIPTION
 FG0971
 FG0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0971'2.1 MI N FROM PELSOR.
 FG0971'2.1 MI. NORTH OF PELSOR, POPE COUNTY, ARKANSAS.  FROM T. J. HANKINS
 FG0971'STORE.  25 FEET WEST OF CENTER-LINE OF ARKANSAS STATE HIGHWAY NO. 7.
 FG0971'10 FEET WEST OF SOUTHEAST CORNER OF FENCE.  3 FEET SOUTH OF FENCE. 6
 FG0971'INCHES ABOVE GROUND AND 1 FOOT ABOVE SURFACE OF ROAD. STANDARD USC AND
 FG0971'GS TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0341 ***********************************************************************
 FG0341  DESIGNATION -  A 49
 FG0341  PID         -  FG0341
 FG0341  STATE/COUNTY-  AR/CONWAY
 FG0341  USGS QUAD   -  CLEVELAND (1990)
 FG0341
 FG0341                         *CURRENT SURVEY CONTROL
 FG0341  ___________________________________________________________________
 FG0341* NAD 83(1986)-  35 25 13.     (N)    092 42 34.     (W)     SCALED    
 FG0341* NAVD 88     -       220.219  (meters)     722.50   (feet)  ADJUSTED  
 FG0341  ___________________________________________________________________
 FG0341  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FG0341  DYNAMIC HT  -         220.013 (meters)     721.83  (feet)  COMP
 FG0341  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 FG0341
 FG0341  VERT ORDER  -  SECOND    CLASS 0
 FG0341
 FG0341.The horizontal coordinates were scaled from a topographic map and have
 FG0341.an estimated accuracy of +/- 6 seconds.
 FG0341
 FG0341.The orthometric height was determined by differential leveling
 FG0341.and adjusted by the National Geodetic Survey in June 1991..
 FG0341
 FG0341.The geoid height was determined by GEOID03.
 FG0341
 FG0341.The dynamic height is computed by dividing the NAVD 88
 FG0341.geopotential number by the normal gravity value computed on the
 FG0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0341.degrees latitude (g = 980.6199 gals.).
 FG0341
 FG0341.The modeled gravity was interpolated from observed gravity values.
 FG0341
 FG0341;                    North         East    Units  Estimated Accuracy
 FG0341;SPC AR N     -   120,820.      335,570.      MT  (+/- 180 meters Scaled)
 FG0341
 FG0341                          SUPERSEDED SURVEY CONTROL
 FG0341
 FG0341  NGVD 29 (??/??/92)  220.212  (m)          722.48   (f) ADJ UNCH    2 0
 FG0341
 FG0341.Superseded values are not recommended for survey control.
 FG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0341.See file dsdata.txt to determine how the superseded data were derived.
 FG0341
 FG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV263196(NAD 83)
 FG0341_MARKER: DB = BENCH MARK DISK
 FG0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0341_STAMPING: A 49 1934
 FG0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0341+STABILITY: SURFACE MOTION
 FG0341
 FG0341  HISTORY     - Date     Condition        Report By
 FG0341  HISTORY     - 1934     MONUMENTED       CGS
 FG0341  HISTORY     - 1959     GOOD             NGS
 FG0341
 FG0341                          STATION DESCRIPTION
 FG0341
 FG0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0341'IN CLEVELAND.
 FG0341'AT SOUTH EDGE OF CLEVELAND.  BETWEEN SECTIONS 16 AND 17, T.9 N., R. 16
 FG0341'W., CONWAY COUNTY-- 32 FEET SOUTH AND 32 FEET WEST OF T-RD-W.  10 FEET
 FG0341'SOUTH OF RIGHT-OF-WAY FENCE CORNER.  ONE FOOT EAST OF RIGHT-OF-WAY
 FG0341'FENCE.  IN CONCRETE POST PROJECTING 2 INCHES.  A STANDARD TABLET
 FG0341'STAMPED A 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0147 ***********************************************************************
 FF0147  DESIGNATION -  A 5 RESET
 FF0147  PID         -  FF0147
 FF0147  STATE/COUNTY-  AR/CRITTENDEN
 FF0147  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0147
 FF0147                         *CURRENT SURVEY CONTROL
 FF0147  ___________________________________________________________________
 FF0147* NAD 83(1986)-  35 14 53.     (N)    090 12 42.     (W)     SCALED    
 FF0147* NAVD 88     -        67.165  (meters)     220.36   (feet)  ADJUSTED  
 FF0147  ___________________________________________________________________
 FF0147  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0147  DYNAMIC HT  -          67.105 (meters)     220.16  (feet)  COMP
 FF0147  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 FF0147
 FF0147  VERT ORDER  -  FIRST     CLASS II
 FF0147
 FF0147.The horizontal coordinates were scaled from a topographic map and have
 FF0147.an estimated accuracy of +/- 6 seconds.
 FF0147
 FF0147.The orthometric height was determined by differential leveling
 FF0147.and adjusted by the National Geodetic Survey in June 1991..
 FF0147
 FF0147.The geoid height was determined by GEOID03.
 FF0147
 FF0147.The dynamic height is computed by dividing the NAVD 88
 FF0147.geopotential number by the normal gravity value computed on the
 FF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0147.degrees latitude (g = 980.6199 gals.).
 FF0147
 FF0147.The modeled gravity was interpolated from observed gravity values.
 FF0147
 FF0147;                    North         East    Units  Estimated Accuracy
 FF0147;SPC AR N     -   102,960.      562,740.      MT  (+/- 180 meters Scaled)
 FF0147
 FF0147                          SUPERSEDED SURVEY CONTROL
 FF0147
 FF0147  NGVD 29 (??/??/??)   67.125  (m)          220.23   (f) ADJUSTED    1 2
 FF0147
 FF0147.Superseded values are not recommended for survey control.
 FF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0147.See file dsdata.txt to determine how the superseded data were derived.
 FF0147
 FF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV537041(NAD 83)
 FF0147_MARKER: DB = BENCH MARK DISK
 FF0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0147_STAMPING: A 5 1928 RESET 1956
 FF0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0147+STABILITY: SURFACE MOTION
 FF0147
 FF0147  HISTORY     - Date     Condition        Report By
 FF0147  HISTORY     - 1956     MONUMENTED       CGS
 FF0147  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0147
 FF0147                          STATION DESCRIPTION
 FF0147
 FF0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0147'2.5 MI NW FROM MARION.
 FF0147'2.5 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0147'FROM THE STATION AT MARION, NEAR THE SOUTHEAST END OF HARVARD
 FF0147'YARD, ACROSS TRACK FROM POINT BETWEEN MILEAGE POLES NO. 471/05
 FF0147'AND 471/06, 49 FEET SOUTHWEST OF SOUTHWEST RAIL OF SIDING, 63
 FF0147'FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 58 FEET
 FF0147'SOUTH-SOUTHWEST OF CENTER OF CROSSING OF AN EAST-WEST ROAD AND
 FF0147'SOUTHWEST TRACK, 44 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD, 96 FEET
 FF0147'NORTHEAST OF CENTER LINE OF OLD U.S. HIGHWAY 63, 41 1/2 FEET
 FF0147'SOUTH-SOUTHWEST OF CROSSING WARNING SIGN, ABOUT 8 FEET BELOW
 FF0147'LEVEL OF TRACK, ABOUT 2 FEET BELOW LEVEL OF OLD HIGHWAY AND SET
 FF0147'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THE
 FF0147'ORIGINAL POST OF A 5 RESET (4-FEET LONG) WAS SET.  THE ELEVATION
 FF0147'STAMPED ON DISK WAS CROSSED OVER WITH X.
 FF0147
 FF0147                          STATION RECOVERY (1992)
 FF0147
 FF0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0147'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0743 ***********************************************************************
 FH0743  DESIGNATION -  A 50 RESET
 FH0743  PID         -  FH0743
 FH0743  STATE/COUNTY-  AR/WASHINGTON
 FH0743  USGS QUAD   -  LINCOLN (1970)
 FH0743
 FH0743                         *CURRENT SURVEY CONTROL
 FH0743  ___________________________________________________________________
 FH0743* NAD 83(1986)-  35 59 21.     (N)    094 23 01.     (W)     SCALED    
 FH0743* NAVD 88     -       343.44   (meters)    1126.8    (feet)  RESET     
 FH0743  ___________________________________________________________________
 FH0743  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FH0743
 FH0743  VERT ORDER  -  THIRD
 FH0743
 FH0743.The horizontal coordinates were scaled from a topographic map and have
 FH0743.an estimated accuracy of +/- 6 seconds.
 FH0743
 FH0743.The orthometric height was computed from unverified reset data.
 FH0743
 FH0743.The geoid height was determined by GEOID03.
 FH0743
 FH0743;                    North         East    Units  Estimated Accuracy
 FH0743;SPC AR N     -   186,310.      185,090.      MT  (+/- 180 meters Scaled)
 FH0743
 FH0743                          SUPERSEDED SURVEY CONTROL
 FH0743
 FH0743.No superseded survey control is available for this station.
 FH0743
 FH0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV752836(NAD 83)
 FH0743_MARKER: DB = BENCH MARK DISK
 FH0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0743_STAMPING: A 50 RESET 1968 1934
 FH0743_PROJECTION: FLUSH
 FH0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0743+STABILITY: SURFACE MOTION
 FH0743
 FH0743  HISTORY     - Date     Condition        Report By
 FH0743  HISTORY     - 1968     MONUMENTED       USGS
 FH0743
 FH0743                          STATION DESCRIPTION
 FH0743
 FH0743'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH0743'1.4 MI NW FROM SUMMERS.
 FH0743'0.4 MILE WEST ALONG U.S. HIGHWAY 62 TO A ROAD FORKS, THENCE 1.0
 FH0743'MILE NORTHWEST ALONG A GRAVEL ROAD, AT AN OLD RAILROAD GRADE, 160
 FH0743'FEET SOUTH AND 24 FEET WEST OF ROAD AT OLD RAILROAD GRADE, 112 FEET
 FH0743'SOUTH AND 24 FEET WEST OF ROAD AT FENCE EAST, 1 FOOT EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1309 ***********************************************************************
 FG1309  DESIGNATION -  A 51
 FG1309  PID         -  FG1309
 FG1309  STATE/COUNTY-  AR/MADISON
 FG1309  USGS QUAD   -  PETTIGREW (1973)
 FG1309
 FG1309                         *CURRENT SURVEY CONTROL
 FG1309  ___________________________________________________________________
 FG1309* NAD 83(1986)-  35 50 35.     (N)    093 44 33.     (W)     SCALED    
 FG1309* NAVD 88     -       485.172  (meters)    1591.77   (feet)  ADJUSTED  
 FG1309  ___________________________________________________________________
 FG1309  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG1309  DYNAMIC HT  -         484.713 (meters)    1590.26  (feet)  COMP
 FG1309  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 FG1309
 FG1309  VERT ORDER  -  SECOND    CLASS 0
 FG1309
 FG1309.The horizontal coordinates were scaled from a topographic map and have
 FG1309.an estimated accuracy of +/- 6 seconds.
 FG1309
 FG1309.The orthometric height was determined by differential leveling
 FG1309.and adjusted by the National Geodetic Survey in June 1991..
 FG1309
 FG1309.The geoid height was determined by GEOID03.
 FG1309
 FG1309.The dynamic height is computed by dividing the NAVD 88
 FG1309.geopotential number by the normal gravity value computed on the
 FG1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1309.degrees latitude (g = 980.6199 gals.).
 FG1309
 FG1309.The modeled gravity was interpolated from observed gravity values.
 FG1309
 FG1309;                    North         East    Units  Estimated Accuracy
 FG1309;SPC AR N     -   168,890.      242,600.      MT  (+/- 180 meters Scaled)
 FG1309
 FG1309                          SUPERSEDED SURVEY CONTROL
 FG1309
 FG1309  NGVD 29 (??/??/92)  485.039  (m)         1591.33   (f) ADJ UNCH    2 0
 FG1309
 FG1309.Superseded values are not recommended for survey control.
 FG1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1309.See file dsdata.txt to determine how the superseded data were derived.
 FG1309
 FG1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV329667(NAD 83)
 FG1309_MARKER: DB = BENCH MARK DISK
 FG1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1309_STAMPING: A 51 1934
 FG1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1309+STABILITY: SURFACE MOTION
 FG1309
 FG1309  HISTORY     - Date     Condition        Report By
 FG1309  HISTORY     - 1934     MONUMENTED       CGS
 FG1309
 FG1309                          STATION DESCRIPTION
 FG1309
 FG1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1309'1.4 MI NE FROM ST PAUL.
 FG1309'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 23 FROM THE ST. LOUIS-SAN
 FG1309'FRANCISCO RAILWAY STATION AT ST. PAUL, MADISON COUNTY, 150 FEET WEST
 FG1309'OF THE SUMMIT OF STATE HIGHWAY 16 OVER A HILL, 105 FEET SOUTHEAST OF
 FG1309'THE CENTER OF THE CROSSING OF STATE HIGHWAY 16, 80 FEET EAST OF THE
 FG1309'NORTHEAST CORNER OF A WOODEN BRIDGE OVER A CREEK, AND 37 FEET SOUTH OF
 FG1309'THE CENTERLINE OF STATE HIGHWAY 16.  A STANDARD DISK, STAMPED A 51
 FG1309'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1338 ***********************************************************************
 FG1338  DESIGNATION -  A 53
 FG1338  PID         -  FG1338
 FG1338  STATE/COUNTY-  AR/MADISON
 FG1338  USGS QUAD   -  BOSTON (1973)
 FG1338
 FG1338                         *CURRENT SURVEY CONTROL
 FG1338  ___________________________________________________________________
 FG1338* NAD 83(1986)-  35 50 14.     (N)    093 35 41.     (W)     SCALED    
 FG1338* NAVD 88     -       712.404  (meters)    2337.28   (feet)  ADJUSTED  
 FG1338  ___________________________________________________________________
 FG1338  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG1338  DYNAMIC HT  -         711.702 (meters)    2334.98  (feet)  COMP
 FG1338  MODELED GRAV-     979,624.2   (mgal)                       NAVD 88
 FG1338
 FG1338  VERT ORDER  -  SECOND    CLASS 0
 FG1338
 FG1338.The horizontal coordinates were scaled from a topographic map and have
 FG1338.an estimated accuracy of +/- 6 seconds.
 FG1338
 FG1338.The orthometric height was determined by differential leveling
 FG1338.and adjusted by the National Geodetic Survey in June 1991..
 FG1338
 FG1338.The geoid height was determined by GEOID03.
 FG1338
 FG1338.The dynamic height is computed by dividing the NAVD 88
 FG1338.geopotential number by the normal gravity value computed on the
 FG1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1338.degrees latitude (g = 980.6199 gals.).
 FG1338
 FG1338.The modeled gravity was interpolated from observed gravity values.
 FG1338
 FG1338;                    North         East    Units  Estimated Accuracy
 FG1338;SPC AR N     -   168,010.      255,930.      MT  (+/- 180 meters Scaled)
 FG1338
 FG1338                          SUPERSEDED SURVEY CONTROL
 FG1338
 FG1338  NGVD 29 (??/??/92)  712.282  (m)         2336.88   (f) ADJ UNCH    2 0
 FG1338
 FG1338.Superseded values are not recommended for survey control.
 FG1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1338.See file dsdata.txt to determine how the superseded data were derived.
 FG1338
 FG1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV462660(NAD 83)
 FG1338_MARKER: DB = BENCH MARK DISK
 FG1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1338_STAMPING: A 53 1934
 FG1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1338+STABILITY: SURFACE MOTION
 FG1338
 FG1338  HISTORY     - Date     Condition        Report By
 FG1338  HISTORY     - 1934     MONUMENTED       CGS
 FG1338  HISTORY     - 1935     GOOD             NGS
 FG1338
 FG1338                          STATION DESCRIPTION
 FG1338
 FG1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1338'4.0 MI NE FROM PETTIGREW.
 FG1338'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE ST. LOUIS-SAN
 FG1338'FRANCISCO RAILWAY STATION AT PETTIGREW, ABOUT 0.4 MILE EAST OF THE
 FG1338'POST OFFICE AT BOSTON, 500 FEET WEST OF THE SUMMIT OF THE HIGHWAY OVER
 FG1338'A HILL, 285 FEET EAST OF THE CULVERT AT THE BOTTOM OF A DIP, 225 FEET
 FG1338'NORTHEAST OF AN UNPAINTED FRAME FARMHOUSE, 33 FEET SOUTH OF THE
 FG1338'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET NORTH OF A FENCE.  A STANDARD
 FG1338'DISK, STAMPED A 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1339 ***********************************************************************
 FG1339  DESIGNATION -  A 53 RESET
 FG1339  PID         -  FG1339
 FG1339  STATE/COUNTY-  AR/MADISON
 FG1339  USGS QUAD   -  BOSTON (1973)
 FG1339
 FG1339                         *CURRENT SURVEY CONTROL
 FG1339  ___________________________________________________________________
 FG1339* NAD 83(1986)-  35 50 14.     (N)    093 35 41.     (W)     SCALED    
 FG1339* NAVD 88     -       712.40   (meters)    2337.3    (feet)  RESET     
 FG1339  ___________________________________________________________________
 FG1339  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG1339
 FG1339  VERT ORDER  -  THIRD
 FG1339
 FG1339.The horizontal coordinates were scaled from a topographic map and have
 FG1339.an estimated accuracy of +/- 6 seconds.
 FG1339
 FG1339.The orthometric height was computed from unverified reset data.
 FG1339
 FG1339.The geoid height was determined by GEOID03.
 FG1339
 FG1339;                    North         East    Units  Estimated Accuracy
 FG1339;SPC AR N     -   168,010.      255,930.      MT  (+/- 180 meters Scaled)
 FG1339
 FG1339                          SUPERSEDED SURVEY CONTROL
 FG1339
 FG1339.No superseded survey control is available for this station.
 FG1339
 FG1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV462660(NAD 83)
 FG1339_MARKER: DB = BENCH MARK DISK
 FG1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1339_STAMPING: A 53 RESET 1963
 FG1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1339+STABILITY: SURFACE MOTION
 FG1339
 FG1339  HISTORY     - Date     Condition        Report By
 FG1339  HISTORY     - 1963     MONUMENTED       CGS
 FG1339
 FG1339                          STATION DESCRIPTION
 FG1339
 FG1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FG1339'4.15 MI NE FROM PETTIGREW.
 FG1339'ABOUT 4.15 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 FG1339'AT PETTIGREW, MADISON COUNTY, ABOUT 0.5 MILE EAST OF THE BOSTON POST
 FG1339'OFFICE, ABOUT 500 FEET WEST OF THE SUMMIT OF A HILL, 50 FEET SOUTH OF
 FG1339'CENTERLINE OF THE HIGHWAY, 8 FEET WEST OF A GATE POST, 1 FOOT NORTH OF
 FG1339'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 FG1339'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1691 ***********************************************************************
 EH1691  DESIGNATION -  A 54
 EH1691  PID         -  EH1691
 EH1691  STATE/COUNTY-  AR/JEFFERSON
 EH1691  USGS QUAD   -  HUMPHREY (1967)
 EH1691
 EH1691                         *CURRENT SURVEY CONTROL
 EH1691  ___________________________________________________________________
 EH1691* NAD 83(1986)-  34 24 11.     (N)    091 44 52.     (W)     SCALED    
 EH1691* NAVD 88     -        56.680  (meters)     185.96   (feet)  ADJUSTED  
 EH1691  ___________________________________________________________________
 EH1691  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH1691  DYNAMIC HT  -          56.625 (meters)     185.78  (feet)  COMP
 EH1691  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EH1691
 EH1691  VERT ORDER  -  SECOND    CLASS 0
 EH1691
 EH1691.The horizontal coordinates were scaled from a topographic map and have
 EH1691.an estimated accuracy of +/- 6 seconds.
 EH1691
 EH1691.The orthometric height was determined by differential leveling
 EH1691.and adjusted by the National Geodetic Survey in June 1991..
 EH1691
 EH1691.The geoid height was determined by GEOID03.
 EH1691
 EH1691.The dynamic height is computed by dividing the NAVD 88
 EH1691.geopotential number by the normal gravity value computed on the
 EH1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1691.degrees latitude (g = 980.6199 gals.).
 EH1691
 EH1691.The modeled gravity was interpolated from observed gravity values.
 EH1691
 EH1691;                    North         East    Units  Estimated Accuracy
 EH1691;SPC AR S     -   592,620.      423,190.      MT  (+/- 180 meters Scaled)
 EH1691
 EH1691                          SUPERSEDED SURVEY CONTROL
 EH1691
 EH1691  NGVD 29 (??/??/??)   56.711  (m)          186.06   (f) ADJUSTED    2 0
 EH1691
 EH1691.Superseded values are not recommended for survey control.
 EH1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1691.See file dsdata.txt to determine how the superseded data were derived.
 EH1691
 EH1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU150075(NAD 83)
 EH1691_MARKER: DB = BENCH MARK DISK
 EH1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1691_STAMPING: A-54 1934
 EH1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1691+STABILITY: SURFACE MOTION
 EH1691
 EH1691  HISTORY     - Date     Condition        Report By
 EH1691  HISTORY     - 1934     MONUMENTED       CGS
 EH1691  HISTORY     - 1967     POOR             USGS
 EH1691
 EH1691                          STATION DESCRIPTION
 EH1691
 EH1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1691'3.1 MI SW FROM HUMPHREY.
 EH1691'3.1 MILES SOUTHWEST OF, ALONG S.L.S. RY. FROM STATION.  ABOUT 700 FEET
 EH1691'SOUTHWEST OF WOODEN RY. TRESTLE NO. 568.  ABOUT 100 FEET NORTHWEST OF
 EH1691'M.P. 247-20.  48 FEET NORTHWEST OF CENTERLINE OF ST. LOUIS
 EH1691'SOUTHWESTERN RY.  11.4 FEET WEST OF TELEGRAPH POLE.  2 FEET SOUTHEAST
 EH1691'OF R/W FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST. NOTE-- POST
 EH1691'IS LEANING.
 EH1691
 EH1691                          STATION RECOVERY (1967)
 EH1691
 EH1691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1691'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1202 ***********************************************************************
 EH1202  DESIGNATION -  A 55
 EH1202  PID         -  EH1202
 EH1202  STATE/COUNTY-  AR/MONROE
 EH1202  USGS QUAD   -  CLARENDON (1968)
 EH1202
 EH1202                         *CURRENT SURVEY CONTROL
 EH1202  ___________________________________________________________________
 EH1202* NAD 83(1986)-  34 38 58.     (N)    091 22 11.     (W)     SCALED    
 EH1202* NAVD 88     -        55.592  (meters)     182.39   (feet)  ADJUSTED  
 EH1202  ___________________________________________________________________
 EH1202  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH1202  DYNAMIC HT  -          55.540 (meters)     182.22  (feet)  COMP
 EH1202  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 EH1202
 EH1202  VERT ORDER  -  SECOND    CLASS 0
 EH1202
 EH1202.The horizontal coordinates were scaled from a topographic map and have
 EH1202.an estimated accuracy of +/- 6 seconds.
 EH1202
 EH1202.The orthometric height was determined by differential leveling
 EH1202.and adjusted by the National Geodetic Survey in June 1991..
 EH1202
 EH1202.The geoid height was determined by GEOID03.
 EH1202
 EH1202.The dynamic height is computed by dividing the NAVD 88
 EH1202.geopotential number by the normal gravity value computed on the
 EH1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1202.degrees latitude (g = 980.6199 gals.).
 EH1202
 EH1202.The modeled gravity was interpolated from observed gravity values.
 EH1202
 EH1202;                    North         East    Units  Estimated Accuracy
 EH1202;SPC AR S     -   620,100.      457,780.      MT  (+/- 180 meters Scaled)
 EH1202
 EH1202                          SUPERSEDED SURVEY CONTROL
 EH1202
 EH1202  NGVD 29 (??/??/??)   55.567  (m)          182.31   (f) ADJUSTED    2 0
 EH1202
 EH1202.Superseded values are not recommended for survey control.
 EH1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1202.See file dsdata.txt to determine how the superseded data were derived.
 EH1202
 EH1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU494353(NAD 83)
 EH1202_MARKER: DB = BENCH MARK DISK
 EH1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1202_STAMPING: A-55 1935
 EH1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1202+STABILITY: SURFACE MOTION
 EH1202
 EH1202  HISTORY     - Date     Condition        Report By
 EH1202  HISTORY     - 1935     MONUMENTED       CGS
 EH1202  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1202
 EH1202                          STATION DESCRIPTION
 EH1202
 EH1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1202'1.7 MI NE FROM ROE.
 EH1202'1.7 MILE NORTHEAST OF, ALONG S. L. S. RY. FROM STATION. ABOUT .5 MILE
 EH1202'SOUTH OF SOUTH END OF WOODEN RAILWAY TRESTLE.  ABOUT 500 FEET NORTH OF
 EH1202'MILE POLE 219.  19.5 FEET WEST OF CENTERLINE OF ST. LOUIS SOUTHWESTERN
 EH1202'RY.  TABLET SET IN PRECAST CONCRETE POST SET IN CENTER OF FIRST
 EH1202'RAILWAY CUT SOUTH OF WOODEN RAILWAY TRESTLE, ALSO ON OUTSIDE OF
 EH1202'RAILWAY CURVE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1202
 EH1202                          STATION RECOVERY (1955)
 EH1202
 EH1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0819 ***********************************************************************
 EH0819  DESIGNATION -  A 56
 EH0819  PID         -  EH0819
 EH0819  STATE/COUNTY-  AR/PHILLIPS
 EH0819  USGS QUAD   -  MARVELL (1971)
 EH0819
 EH0819                         *CURRENT SURVEY CONTROL
 EH0819  ___________________________________________________________________
 EH0819* NAD 83(1986)-  34 33 21.     (N)    090 54 52.     (W)     SCALED    
 EH0819* NAVD 88     -        64.073  (meters)     210.21   (feet)  ADJUSTED  
 EH0819  ___________________________________________________________________
 EH0819  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0819  DYNAMIC HT  -          64.011 (meters)     210.01  (feet)  COMP
 EH0819  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 EH0819
 EH0819  VERT ORDER  -  FIRST     CLASS II
 EH0819
 EH0819.The horizontal coordinates were scaled from a topographic map and have
 EH0819.an estimated accuracy of +/- 6 seconds.
 EH0819
 EH0819.The orthometric height was determined by differential leveling
 EH0819.and adjusted by the National Geodetic Survey in June 1991..
 EH0819.WARNING-Repeat measurements at this control monument indicate possible
 EH0819.vertical movement.
 EH0819
 EH0819.The geoid height was determined by GEOID03.
 EH0819
 EH0819.The dynamic height is computed by dividing the NAVD 88
 EH0819.geopotential number by the normal gravity value computed on the
 EH0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0819.degrees latitude (g = 980.6199 gals.).
 EH0819
 EH0819.The modeled gravity was interpolated from observed gravity values.
 EH0819
 EH0819;                    North         East    Units  Estimated Accuracy
 EH0819;SPC AR S     -   610,060.      499,630.      MT  (+/- 180 meters Scaled)
 EH0819
 EH0819                          SUPERSEDED SURVEY CONTROL
 EH0819
 EH0819  NGVD 29 (??/??/??)   64.107  (m)          210.32   (f) ADJUSTED    1 2
 EH0819
 EH0819.Superseded values are not recommended for survey control.
 EH0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0819.See file dsdata.txt to determine how the superseded data were derived.
 EH0819
 EH0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU913257(NAD 83)
 EH0819_MARKER: DB = BENCH MARK DISK
 EH0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0819_STAMPING: A 56 1935
 EH0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0819+STABILITY: SURFACE MOTION
 EH0819
 EH0819  HISTORY     - Date     Condition        Report By
 EH0819  HISTORY     - 1935     MONUMENTED       CGS
 EH0819  HISTORY     - 1956     GOOD             CGS
 EH0819  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0819
 EH0819                          STATION DESCRIPTION
 EH0819
 EH0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0819'IN MARVELL.
 EH0819'AT MARVELL, ALONG THE MISSOURI PACIFIC RAILROAD, ABOUT 0.15 MILE WEST
 EH0819'OF MILE POLE 338, ACROSS THREE TRACK FROM THE WEST END OF THE ROOFED
 EH0819'OVER PORTION OF FREIGHT PLATFORM, 23.8 FEET NORTH OF NORTH RAIL OF
 EH0819'MAIN TRACK, 10 1/2 FEET NORTH OF NORTH RAIL OF A SIDE TRACK, 31 FEET
 EH0819'SOUTHEAST OF SOUTHEAST RAIL OF ANOTHER SIDE TRACK, 12.8 FEET SOUTH OF
 EH0819'TELEPHONE POLE NO. 829 AND 1 FOOT EAST OF GUY WIRE OF SAME TELEPHONE
 EH0819'POLE, 153 FEET WEST-NORTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND
 EH0819'ELM STREET, 52 1/2 FEET NORTH OF TELEPHONE MILEAGE POLE NO. 338/3, 52
 EH0819'1/2 FEET NORTH OF NORTHWEST CORNER OF ROOFED OVER PORTION OF FREIGHT
 EH0819'PLATFORM, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 EH0819'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 EH0819'1 1/2 INCH UNDERGROUND.
 EH0819
 EH0819                          STATION RECOVERY (1976)
 EH0819
 EH0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1666 ***********************************************************************
 EH1666  DESIGNATION -  A 57
 EH1666  PID         -  EH1666
 EH1666  STATE/COUNTY-  AR/ARKANSAS
 EH1666  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1666
 EH1666                         *CURRENT SURVEY CONTROL
 EH1666  ___________________________________________________________________
 EH1666* NAD 83(1986)-  34 28 37.     (N)    091 32 28.     (W)     SCALED    
 EH1666* NAVD 88     -        65.624  (meters)     215.30   (feet)  ADJUSTED  
 EH1666  ___________________________________________________________________
 EH1666  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH1666  DYNAMIC HT  -          65.561 (meters)     215.09  (feet)  COMP
 EH1666  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 EH1666
 EH1666  VERT ORDER  -  FIRST     CLASS II
 EH1666
 EH1666.The horizontal coordinates were scaled from a topographic map and have
 EH1666.an estimated accuracy of +/- 6 seconds.
 EH1666
 EH1666.The orthometric height was determined by differential leveling
 EH1666.and adjusted by the National Geodetic Survey in August 1993..
 EH1666.WARNING-Repeat measurements at this control monument indicate possible
 EH1666.vertical movement.
 EH1666
 EH1666.The geoid height was determined by GEOID03.
 EH1666
 EH1666.The dynamic height is computed by dividing the NAVD 88
 EH1666.geopotential number by the normal gravity value computed on the
 EH1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1666.degrees latitude (g = 980.6199 gals.).
 EH1666
 EH1666.The modeled gravity was interpolated from observed gravity values.
 EH1666
 EH1666;                    North         East    Units  Estimated Accuracy
 EH1666;SPC AR S     -   600,880.      442,150.      MT  (+/- 180 meters Scaled)
 EH1666
 EH1666                          SUPERSEDED SURVEY CONTROL
 EH1666
 EH1666  NAVD 88 (06/15/91)   65.661  (m)          215.42   (f) UNKNOWN     1 2
 EH1666  NGVD 29 (??/??/??)   65.664  (m)          215.43   (f) ADJUSTED    1 2
 EH1666
 EH1666.Superseded values are not recommended for survey control.
 EH1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1666.See file dsdata.txt to determine how the superseded data were derived.
 EH1666
 EH1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU339160(NAD 83)
 EH1666_MARKER: DB = BENCH MARK DISK
 EH1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1666_STAMPING: A 57 1935
 EH1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1666+STABILITY: SURFACE MOTION
 EH1666
 EH1666  HISTORY     - Date     Condition        Report By
 EH1666  HISTORY     - 1935     MONUMENTED       CGS
 EH1666  HISTORY     - 1954     GOOD             CGS
 EH1666  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 EH1666
 EH1666                          STATION DESCRIPTION
 EH1666
 EH1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1666'2.4 MI S FROM STUTTGART.
 EH1666'ABOUT 2.4 MILES SOUTH ALONG THE ST. LOUIS SOUTHWWESTERN RAILWAY FROM
 EH1666'THE STATION AT STUTTGART, ABOUT 46 YARDS NORTHWEST OF MILEPOST 235+10,
 EH1666'ABOUT 3.6 FEET SOUTH OF THE SIGNBOARD AT RICUSKEY SIDING, ABOUT 87
 EH1666'FEET WEST OF POLE 931, ABOUT 57 FEET WEST OF THE CENTER LINE OF STATE
 EH1666'HIGHWAY 30, AND 18.4 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN
 EH1666'TRACK.  SET IN THE TOP OF A CONCRETE POST.
 EH1666
 EH1666                          STATION RECOVERY (1981)
 EH1666
 EH1666'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH1666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0233 ***********************************************************************
 FH0233  DESIGNATION -  A 58
 FH0233  PID         -  FH0233
 FH0233  STATE/COUNTY-  AR/SEBASTIAN
 FH0233  USGS QUAD   -  HARTFORD (1987)
 FH0233
 FH0233                         *CURRENT SURVEY CONTROL
 FH0233  ___________________________________________________________________
 FH0233* NAD 83(1986)-  35 00 45.     (N)    094 25 13.     (W)     SCALED    
 FH0233* NAVD 88     -       205.626  (meters)     674.62   (feet)  ADJUSTED  
 FH0233  ___________________________________________________________________
 FH0233  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FH0233  DYNAMIC HT  -         205.416 (meters)     673.94  (feet)  COMP
 FH0233  MODELED GRAV-     979,608.4   (mgal)                       NAVD 88
 FH0233
 FH0233  VERT ORDER  -  SECOND    CLASS 0
 FH0233
 FH0233.The horizontal coordinates were scaled from a topographic map and have
 FH0233.an estimated accuracy of +/- 6 seconds.
 FH0233
 FH0233.The orthometric height was determined by differential leveling
 FH0233.and adjusted by the National Geodetic Survey in June 1991..
 FH0233
 FH0233.The geoid height was determined by GEOID03.
 FH0233
 FH0233.The dynamic height is computed by dividing the NAVD 88
 FH0233.geopotential number by the normal gravity value computed on the
 FH0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0233.degrees latitude (g = 980.6199 gals.).
 FH0233
 FH0233.The modeled gravity was interpolated from observed gravity values.
 FH0233
 FH0233;                    North         East    Units  Estimated Accuracy
 FH0233;SPC AR N     -    78,060.      179,120.      MT  (+/- 180 meters Scaled)
 FH0233
 FH0233                          SUPERSEDED SURVEY CONTROL
 FH0233
 FH0233  NGVD 29 (??/??/92)  205.515  (m)          674.26   (f) ADJ UNCH    2 0
 FH0233
 FH0233.Superseded values are not recommended for survey control.
 FH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0233.See file dsdata.txt to determine how the superseded data were derived.
 FH0233
 FH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU704753(NAD 83)
 FH0233_MARKER: DB = BENCH MARK DISK
 FH0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0233_SP_SET: ABUTMENT
 FH0233_STAMPING: A 58 1934
 FH0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0233
 FH0233  HISTORY     - Date     Condition        Report By
 FH0233  HISTORY     - 1934     MONUMENTED       CGS
 FH0233  HISTORY     - 1959     GOOD             NGS
 FH0233
 FH0233                          STATION DESCRIPTION
 FH0233
 FH0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0233'2.5 MI W FROM HARTFORD.
 FH0233'2.5 MILES WEST OF, ALONG C.R.I. AND P.RY. FROM STATION.  BRONZE
 FH0233'TABLET IN SOUTHWEST SANDSTONE ABUTMENT OF R.R. TRESTLE 2824,
 FH0233'345 FEET SOUTHWEST OF SOUTHWEST SWITCH OF APEX SIDING, 65.3
 FH0233'FEET SOUTH OF FIRST TELEGRAPH POLE NORTHEAST OF M.P. 282-15,
 FH0233'42 FEET NORTHWEST OF R/W FENCE, 8.4 FEET SOUTHEAST OF CENTERLINE
 FH0233'OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. TRACK, 3.1 FEET BELOW
 FH0233'TOP OF RAILS.  NOTE-- THE SIDING HAS BEEN REMOVED AT APEX AND
 FH0233'IS ABOUT 14 POLES WEST OF MILEPOST 282.
 FH0233
 FH0233                          STATION RECOVERY (1959)
 FH0233
 FH0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1305 ***********************************************************************
 EJ1305  DESIGNATION -  A 59
 EJ1305  PID         -  EJ1305
 EJ1305  STATE/COUNTY-  AR/GARLAND
 EJ1305  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1305
 EJ1305                         *CURRENT SURVEY CONTROL
 EJ1305  ___________________________________________________________________
 EJ1305* NAD 83(1986)-  34 28 44.     (N)    093 06 35.     (W)     SCALED    
 EJ1305* NAVD 88     -       142.044  (meters)     466.02   (feet)  ADJUSTED  
 EJ1305  ___________________________________________________________________
 EJ1305  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EJ1305  DYNAMIC HT  -         141.904 (meters)     465.56  (feet)  COMP
 EJ1305  MODELED GRAV-     979,645.7   (mgal)                       NAVD 88
 EJ1305
 EJ1305  VERT ORDER  -  SECOND    CLASS 0
 EJ1305
 EJ1305.The horizontal coordinates were scaled from a topographic map and have
 EJ1305.an estimated accuracy of +/- 6 seconds.
 EJ1305
 EJ1305.The orthometric height was determined by differential leveling
 EJ1305.and adjusted by the National Geodetic Survey in June 1991..
 EJ1305
 EJ1305.The geoid height was determined by GEOID03.
 EJ1305
 EJ1305.The dynamic height is computed by dividing the NAVD 88
 EJ1305.geopotential number by the normal gravity value computed on the
 EJ1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1305.degrees latitude (g = 980.6199 gals.).
 EJ1305
 EJ1305.The modeled gravity was interpolated from observed gravity values.
 EJ1305
 EJ1305;                    North         East    Units  Estimated Accuracy
 EJ1305;SPC AR S     -   601,550.      298,070.      MT  (+/- 180 meters Scaled)
 EJ1305
 EJ1305                          SUPERSEDED SURVEY CONTROL
 EJ1305
 EJ1305  NGVD 29 (??/??/92)  142.040  (m)          466.01   (f) ADJ UNCH    2 0
 EJ1305
 EJ1305.Superseded values are not recommended for survey control.
 EJ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1305.See file dsdata.txt to determine how the superseded data were derived.
 EJ1305
 EJ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU899152(NAD 83)
 EJ1305_MARKER: DB = BENCH MARK DISK
 EJ1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1305_STAMPING: A-59 1934
 EJ1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1305+STABILITY: SURFACE MOTION
 EJ1305
 EJ1305  HISTORY     - Date     Condition        Report By
 EJ1305  HISTORY     - 1934     MONUMENTED       CGS
 EJ1305  HISTORY     - 1960     GOOD             NGS
 EJ1305
 EJ1305                          STATION DESCRIPTION
 EJ1305
 EJ1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1305'3.7 MI SW FROM HOT SPRINGS.
 EJ1305'3.7 MILE SOUTHWEST OF, ALONG U.S.HWY.70, FROM COURTHOUSE WHERE POWER
 EJ1305'LINE CROSSES HIGHWAY.  59 FEET SOUTH OF POWER LINE POLE E2874.  48
 EJ1305'FEET EAST OF CENTERLINE OF SIDE ROAD TO BROWN HOUSE WITH LONG BARN ON
 EJ1305'WEST SIDE.  27.6 FEET SOUTH OF CENTERLINE OF U.S.HWY.70.  5.2 FEET
 EJ1305'EAST OF POWER LINE POLE E2873.  1.5 FEET NORTH OF FENCE.  TABLET SET
 EJ1305'IN PRECAST CONCRETE POST.
 EJ1305
 EJ1305                          STATION RECOVERY (1960)
 EJ1305
 EJ1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EJ1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0314 ***********************************************************************
 GF0314  DESIGNATION -  A 6
 GF0314  PID         -  GF0314
 GF0314  STATE/COUNTY-  AR/BOONE
 GF0314  USGS QUAD   -  ALPENA (1972)
 GF0314
 GF0314                         *CURRENT SURVEY CONTROL
 GF0314  ___________________________________________________________________
 GF0314* NAD 83(1986)-  36 17 41.     (N)    093 17 31.     (W)     SCALED    
 GF0314* NAVD 88     -       346.133  (meters)    1135.60   (feet)  ADJUSTED  
 GF0314  ___________________________________________________________________
 GF0314  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GF0314  DYNAMIC HT  -         345.827 (meters)    1134.60  (feet)  COMP
 GF0314  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 GF0314
 GF0314  VERT ORDER  -  FIRST     CLASS II
 GF0314
 GF0314.The horizontal coordinates were scaled from a topographic map and have
 GF0314.an estimated accuracy of +/- 6 seconds.
 GF0314
 GF0314.The orthometric height was determined by differential leveling
 GF0314.and adjusted by the National Geodetic Survey in June 1991..
 GF0314
 GF0314.The geoid height was determined by GEOID03.
 GF0314
 GF0314.The dynamic height is computed by dividing the NAVD 88
 GF0314.geopotential number by the normal gravity value computed on the
 GF0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0314.degrees latitude (g = 980.6199 gals.).
 GF0314
 GF0314.The modeled gravity was interpolated from observed gravity values.
 GF0314
 GF0314;                    North         East    Units  Estimated Accuracy
 GF0314;SPC AR N     -   218,370.      283,950.      MT  (+/- 180 meters Scaled)
 GF0314
 GF0314                          SUPERSEDED SURVEY CONTROL
 GF0314
 GF0314  NGVD 29 (??/??/92)  346.013  (m)         1135.21   (f) ADJ UNCH    1 2
 GF0314
 GF0314.Superseded values are not recommended for survey control.
 GF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0314.See file dsdata.txt to determine how the superseded data were derived.
 GF0314
 GF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA737166(NAD 83)
 GF0314_MARKER: DB = BENCH MARK DISK
 GF0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0314_STAMPING: A 6 1930
 GF0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0314+STABILITY: SURFACE MOTION
 GF0314
 GF0314  HISTORY     - Date     Condition        Report By
 GF0314  HISTORY     - 1931     MONUMENTED       CGS
 GF0314  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0314
 GF0314                          STATION DESCRIPTION
 GF0314
 GF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 GF0314'AT ALPENA PASS.
 GF0314'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 70 FEET EAST OF THE
 GF0314'STATION AT ALPENA PASS, SOUTH OF THE FIRST TELEGRAPH POLE EAST
 GF0314'OF THE STATION, 30 FEET SOUTH OF THE SOUTH AND NEAREST RAIL,
 GF0314'SET IN TOP OF STANDARD CONCRETE MARK
 GF0314
 GF0314                          STATION RECOVERY (1971)
 GF0314
 GF0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1357 ***********************************************************************
 EJ1357  DESIGNATION -  A 60
 EJ1357  PID         -  EJ1357
 EJ1357  STATE/COUNTY-  AR/PIKE
 EJ1357  USGS QUAD   -  CENTER POINT NE (1970)
 EJ1357
 EJ1357                         *CURRENT SURVEY CONTROL
 EJ1357  ___________________________________________________________________
 EJ1357* NAD 83(1986)-  34 14 05.     (N)    093 51 35.     (W)     SCALED    
 EJ1357* NAVD 88     -       213.081  (meters)     699.08   (feet)  ADJUSTED  
 EJ1357  ___________________________________________________________________
 EJ1357  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EJ1357  DYNAMIC HT  -         212.863 (meters)     698.37  (feet)  COMP
 EJ1357  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 EJ1357
 EJ1357  VERT ORDER  -  SECOND    CLASS 0
 EJ1357
 EJ1357.The horizontal coordinates were scaled from a topographic map and have
 EJ1357.an estimated accuracy of +/- 6 seconds.
 EJ1357
 EJ1357.The orthometric height was determined by differential leveling
 EJ1357.and adjusted by the National Geodetic Survey in June 1991..
 EJ1357
 EJ1357.The geoid height was determined by GEOID03.
 EJ1357
 EJ1357.The dynamic height is computed by dividing the NAVD 88
 EJ1357.geopotential number by the normal gravity value computed on the
 EJ1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1357.degrees latitude (g = 980.6199 gals.).
 EJ1357
 EJ1357.The modeled gravity was interpolated from observed gravity values.
 EJ1357
 EJ1357;                    North         East    Units  Estimated Accuracy
 EJ1357;SPC AR S     -   575,470.      228,690.      MT  (+/- 180 meters Scaled)
 EJ1357
 EJ1357                          SUPERSEDED SURVEY CONTROL
 EJ1357
 EJ1357  NGVD 29 (??/??/92)  213.040  (m)          698.95   (f) ADJ UNCH    2 0
 EJ1357
 EJ1357.Superseded values are not recommended for survey control.
 EJ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1357.See file dsdata.txt to determine how the superseded data were derived.
 EJ1357
 EJ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT208885(NAD 83)
 EJ1357_MARKER: DB = BENCH MARK DISK
 EJ1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1357_STAMPING: A-60 1934
 EJ1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1357+STABILITY: SURFACE MOTION
 EJ1357
 EJ1357  HISTORY     - Date     Condition        Report By
 EJ1357  HISTORY     - 1934     MONUMENTED       CGS
 EJ1357  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1357
 EJ1357                          STATION DESCRIPTION
 EJ1357
 EJ1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1357'1.3 MI NE FROM NEW HOPE.
 EJ1357'1.3 MILES NORTHEAST OF, ALONG U.S. HWY. 70 ABOUT 72 FEET EAST OF EAST
 EJ1357'END OF JEFF KYKENDALL FARM HOUSE.  43 FEET EAST OF WELL WITH CONCRETE
 EJ1357'CURB.  36 FEET SOUTH OF CENTERLINE OF U.S. HWY. 70.  16 FEET EAST OF
 EJ1357'TELEPHONE POLE.  5.5 FEET WEST OF NORTHEAST FENCE CORNER.  1.6 FT.
 EJ1357'NORTH OF SLAT FENCE.  TABLET SET IN PRECAST CONCRETE POST.  NOTE--
 EJ1357'THERE HAS BEEN HIGHWAY IMPROVEMENT.
 EJ1357
 EJ1357                          STATION RECOVERY (1962)
 EJ1357
 EJ1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1091 ***********************************************************************
 DL1091  DESIGNATION -  A 61
 DL1091  PID         -  DL1091
 DL1091  STATE/COUNTY-  AR/HOWARD
 DL1091  USGS QUAD   -  NASHVILLE (1951)
 DL1091
 DL1091                         *CURRENT SURVEY CONTROL
 DL1091  ___________________________________________________________________
 DL1091* NAD 83(1986)-  33 56 30.     (N)    093 50 43.     (W)     SCALED    
 DL1091* NAVD 88     -       116.719  (meters)     382.94   (feet)  ADJUSTED  
 DL1091  ___________________________________________________________________
 DL1091  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DL1091  DYNAMIC HT  -         116.600 (meters)     382.55  (feet)  COMP
 DL1091  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 DL1091
 DL1091  VERT ORDER  -  SECOND    CLASS 0
 DL1091
 DL1091.The horizontal coordinates were scaled from a topographic map and have
 DL1091.an estimated accuracy of +/- 6 seconds.
 DL1091
 DL1091.The orthometric height was determined by differential leveling
 DL1091.and adjusted by the National Geodetic Survey in June 1991..
 DL1091
 DL1091.The geoid height was determined by GEOID03.
 DL1091
 DL1091.The dynamic height is computed by dividing the NAVD 88
 DL1091.geopotential number by the normal gravity value computed on the
 DL1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1091.degrees latitude (g = 980.6199 gals.).
 DL1091
 DL1091.The modeled gravity was interpolated from observed gravity values.
 DL1091
 DL1091;                    North         East    Units  Estimated Accuracy
 DL1091;SPC AR S     -   542,950.      229,430.      MT  (+/- 180 meters Scaled)
 DL1091
 DL1091                          SUPERSEDED SURVEY CONTROL
 DL1091
 DL1091  NGVD 29 (??/??/92)  116.723  (m)          382.95   (f) ADJ UNCH    2 0
 DL1091
 DL1091.Superseded values are not recommended for survey control.
 DL1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1091.See file dsdata.txt to determine how the superseded data were derived.
 DL1091
 DL1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT218560(NAD 83)
 DL1091_MARKER: DB = BENCH MARK DISK
 DL1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1091_SP_SET: BUILDING
 DL1091_STAMPING: A 61 1934
 DL1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1091
 DL1091  HISTORY     - Date     Condition        Report By
 DL1091  HISTORY     - 1934     MONUMENTED       CGS
 DL1091  HISTORY     - 1962     GOOD             NGS
 DL1091
 DL1091                          STATION DESCRIPTION
 DL1091
 DL1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1091'IN NASHVILLE.
 DL1091'AT NASHVILLE, HOWARD COUNTY, IN THE EAST BRICK WALL OF THE MISSOURI
 DL1091'PACIFIC RAILROAD STATION, 21 FEET SOUTH OF THE EAST ENTRANCE TO THE
 DL1091'WHITE WAITING ROOM, BETWEEN TWO WINDOWS, AND 4.5 FEET ABOVE THE
 DL1091'STATION PLATFORM.  A STANDARD DISK, STAMPED A 61 1934 AND SET
 DL1091'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1085 ***********************************************************************
 DL1085  DESIGNATION -  A 62
 DL1085  PID         -  DL1085
 DL1085  STATE/COUNTY-  AR/HOWARD
 DL1085  USGS QUAD   -  MINERAL SPRINGS NORTH (1976)
 DL1085
 DL1085                         *CURRENT SURVEY CONTROL
 DL1085  ___________________________________________________________________
 DL1085* NAD 83(1986)-  33 52 32.     (N)    093 54 44.     (W)     SCALED    
 DL1085* NAVD 88     -        99.127  (meters)     325.22   (feet)  ADJUSTED  
 DL1085  ___________________________________________________________________
 DL1085  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DL1085  DYNAMIC HT  -          99.026 (meters)     324.89  (feet)  COMP
 DL1085  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 DL1085
 DL1085  VERT ORDER  -  SECOND    CLASS 0
 DL1085
 DL1085.The horizontal coordinates were scaled from a topographic map and have
 DL1085.an estimated accuracy of +/- 6 seconds.
 DL1085
 DL1085.The orthometric height was determined by differential leveling
 DL1085.and adjusted by the National Geodetic Survey in June 1991..
 DL1085
 DL1085.The geoid height was determined by GEOID03.
 DL1085
 DL1085.The dynamic height is computed by dividing the NAVD 88
 DL1085.geopotential number by the normal gravity value computed on the
 DL1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1085.degrees latitude (g = 980.6199 gals.).
 DL1085
 DL1085.The modeled gravity was interpolated from observed gravity values.
 DL1085
 DL1085;                    North         East    Units  Estimated Accuracy
 DL1085;SPC AR S     -   535,730.      223,110.      MT  (+/- 180 meters Scaled)
 DL1085
 DL1085                          SUPERSEDED SURVEY CONTROL
 DL1085
 DL1085  NGVD 29 (??/??/92)   99.14   (m)          325.3    (f) COMPUTED    2 0
 DL1085
 DL1085.Superseded values are not recommended for survey control.
 DL1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1085.See file dsdata.txt to determine how the superseded data were derived.
 DL1085
 DL1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT156487(NAD 83)
 DL1085_MARKER: DB = BENCH MARK DISK
 DL1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1085_STAMPING: A 62 1934
 DL1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1085+STABILITY: SURFACE MOTION
 DL1085
 DL1085  HISTORY     - Date     Condition        Report By
 DL1085  HISTORY     - 1934     MONUMENTED       CGS
 DL1085  HISTORY     - 1962     GOOD             NGS
 DL1085
 DL1085                          STATION DESCRIPTION
 DL1085
 DL1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1085'IN MINERAL SPRINGS.
 DL1085'AT MINERAL SPRINGS, HOWARD COUNTY, 90.2 FEET NORTH OF THE NORTH END OF
 DL1085'THE GRAYSONIA, NASHVILLE AND ASHDOWN RAILROAD STATION, 32.7 FEET EAST
 DL1085'OF THE CENTERLINE OF THE SIDETRACK WEST OF THE STATION, 21 FEET WEST
 DL1085'OF THE CENTERLINE OF THE MAIN TRACK, AT THE CROSSING OF A ROW OF
 DL1085'POLES, AND 6.2 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED A 62
 DL1085'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- EXCEPT THAT THE
 DL1085'MARK IS ABOUT 48 FEET NORTH OF THE NORTH END OF THE PRESENT RAILROAD
 DL1085'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1066 ***********************************************************************
 DL1066  DESIGNATION -  A 63
 DL1066  PID         -  DL1066
 DL1066  STATE/COUNTY-  AR/HEMPSTEAD
 DL1066  USGS QUAD   -  PATMOS (1978)
 DL1066
 DL1066                         *CURRENT SURVEY CONTROL
 DL1066  ___________________________________________________________________
 DL1066* NAD 83(1986)-  33 33 47.     (N)    093 35 23.     (W)     SCALED    
 DL1066* NAVD 88     -        98.160  (meters)     322.05   (feet)  ADJUSTED  
 DL1066  ___________________________________________________________________
 DL1066  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DL1066  DYNAMIC HT  -          98.056 (meters)     321.71  (feet)  COMP
 DL1066  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DL1066
 DL1066  VERT ORDER  -  SECOND    CLASS 0
 DL1066
 DL1066.The horizontal coordinates were scaled from a topographic map and have
 DL1066.an estimated accuracy of +/- 6 seconds.
 DL1066
 DL1066.The orthometric height was determined by differential leveling
 DL1066.and adjusted by the National Geodetic Survey in June 1991..
 DL1066
 DL1066.The geoid height was determined by GEOID03.
 DL1066
 DL1066.The dynamic height is computed by dividing the NAVD 88
 DL1066.geopotential number by the normal gravity value computed on the
 DL1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1066.degrees latitude (g = 980.6199 gals.).
 DL1066
 DL1066.The modeled gravity was interpolated from observed gravity values.
 DL1066
 DL1066;                    North         East    Units  Estimated Accuracy
 DL1066;SPC AR S     -   500,570.      252,400.      MT  (+/- 180 meters Scaled)
 DL1066
 DL1066                          SUPERSEDED SURVEY CONTROL
 DL1066
 DL1066  NGVD 29 (??/??/92)   98.179  (m)          322.11   (f) ADJ UNCH    2 0
 DL1066
 DL1066.Superseded values are not recommended for survey control.
 DL1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1066.See file dsdata.txt to determine how the superseded data were derived.
 DL1066
 DL1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT452138(NAD 83)
 DL1066_MARKER: DB = BENCH MARK DISK
 DL1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1066_STAMPING: A 63 1935
 DL1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1066+STABILITY: SURFACE MOTION
 DL1066
 DL1066  HISTORY     - Date     Condition        Report By
 DL1066  HISTORY     - 1935     MONUMENTED       CGS
 DL1066  HISTORY     - 1963     GOOD             NGS
 DL1066
 DL1066                          STATION DESCRIPTION
 DL1066
 DL1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1066'4.0 MI N FROM PATMOS.
 DL1066'4.0 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL1066'STATION AT PATMOS, HEMPSTEAD COUNTY, 30 FEET NORTH OF THE SIXTH POLE
 DL1066'SOUTH OF MILEPOST 7, NEAR A ROAD CROSSING, 117 FEET NORTH OF THE
 DL1066'CENTERLINE OF THE ROAD, 42 FEET EAST OF THE CENTERLINE OF THE TRACK,
 DL1066'AND 6 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 DL1066'STAMPED A 63 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0969 ***********************************************************************
 DL0969  DESIGNATION -  A 64
 DL0969  PID         -  DL0969
 DL0969  STATE/COUNTY-  AR/HEMPSTEAD
 DL0969  USGS QUAD   -  SHEPPARD (1978)
 DL0969
 DL0969                         *CURRENT SURVEY CONTROL
 DL0969  ___________________________________________________________________
 DL0969* NAD 83(1997)-  33 37 32.98331(N)    093 43 31.06701(W)     ADJUSTED  
 DL0969* NAVD 88     -        86.029  (meters)     282.25   (feet)  ADJUSTED  
 DL0969  ___________________________________________________________________
 DL0969  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DL0969  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL0969  DYNAMIC HT  -          85.938 (meters)     281.95  (feet)  COMP
 DL0969  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 DL0969
 DL0969  HORZ ORDER  -  SECOND
 DL0969  VERT ORDER  -  SECOND    CLASS 0
 DL0969
 DL0969.The horizontal coordinates were established by classical geodetic methods
 DL0969.and adjusted by the National Geodetic Survey in September 1999..
 DL0969
 DL0969.The orthometric height was determined by differential leveling
 DL0969.and adjusted by the National Geodetic Survey in June 1991..
 DL0969
 DL0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0969
 DL0969.The geoid height was determined by GEOID03.
 DL0969
 DL0969.The dynamic height is computed by dividing the NAVD 88
 DL0969.geopotential number by the normal gravity value computed on the
 DL0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0969.degrees latitude (g = 980.6199 gals.).
 DL0969
 DL0969.The modeled gravity was interpolated from observed gravity values.
 DL0969
 DL0969;                    North         East     Units Scale Factor Converg.
 DL0969;SPC AR S     -   507,731.980   239,929.993   MT  0.99994374   -0 57 56.3
 DL0969;SPC AR S     - 1,665,784.00    787,170.32   sFT  0.99994374   -0 57 56.3
 DL0969;UTM  15      - 3,720,905.666   432,727.505   MT  0.99965579   -0 24 06.0
 DL0969
 DL0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0969!SPC AR S     -   0.99999073  x   0.99994374  =   0.99993447
 DL0969!UTM  15      -   0.99999073  x   0.99965579  =   0.99964653
 DL0969
 DL0969                          SUPERSEDED SURVEY CONTROL
 DL0969
 DL0969  NAD 83(1997)-  33 37 32.98986(N)    093 43 31.06045(W) AD(       ) 2
 DL0969  NAD 83(1986)-  33 37 32.99225(N)    093 43 31.05529(W) AD(       ) 2
 DL0969  NAD 27      -  33 37 32.55800(N)    093 43 30.40100(W) AD(       ) 2
 DL0969  NGVD 29 (??/??/92)   86.044  (m)          282.30   (f) ADJ UNCH    2 0
 DL0969
 DL0969.Superseded values are not recommended for survey control.
 DL0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0969.See file dsdata.txt to determine how the superseded data were derived.
 DL0969
 DL0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3272820906(NAD 83)
 DL0969_MARKER: DB = BENCH MARK DISK
 DL0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0969_STAMPING: A-64 1935
 DL0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0969+STABILITY: SURFACE MOTION
 DL0969
 DL0969  HISTORY     - Date     Condition        Report By
 DL0969  HISTORY     - 1935     MONUMENTED       CGS
 DL0969  HISTORY     - 1951     GOOD             CGS
 DL0969  HISTORY     - 1963     GOOD             NGS
 DL0969
 DL0969                          STATION DESCRIPTION
 DL0969
 DL0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0969'5.4 MI NE FROM FULTON.
 DL0969'5.4 MILES NORTHEAST OF, ALONG M.P.R.R. FROM STATION.  AT SHEPPARD
 DL0969'SIDING.  46.8 FEET NORTHWEST OF CENTERLINE OF MISSOURI PACIFIC R.R.
 DL0969'MAIN LINE TRACK.  39 FEET SOUTHWEST OF CENTERLINE OF CROSS ROAD. 37.7
 DL0969'FEET SOUTHEAST OF EAST FENCE CORNER OF WM. LEE HOME.  3.7 FEET
 DL0969'SOUTHWEST OF FIRST TELEGRAPH POLE SOUTHWEST OF M.P. 466.  TABLET SET
 DL0969'IN PRECAST CONCRETE POST.
 DL0969
 DL0969                          STATION RECOVERY (1951)
 DL0969
 DL0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 DL0969'SEE STATION SHEP
 DL0969
 DL0969                          STATION RECOVERY (1963)
 DL0969
 DL0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1399 ***********************************************************************
 DK1399  DESIGNATION -  A 65
 DK1399  PID         -  DK1399
 DK1399  STATE/COUNTY-  AR/ASHLEY
 DK1399  USGS QUAD   -  CROSSETT SOUTH (1973)
 DK1399
 DK1399                         *CURRENT SURVEY CONTROL
 DK1399  ___________________________________________________________________
 DK1399* NAD 83(1986)-  33 02 14.     (N)    091 56 14.     (W)     SCALED    
 DK1399* NAVD 88     -        46.195  (meters)     151.56   (feet)  ADJUSTED  
 DK1399  ___________________________________________________________________
 DK1399  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DK1399  DYNAMIC HT  -          46.145 (meters)     151.39  (feet)  COMP
 DK1399  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DK1399
 DK1399  VERT ORDER  -  SECOND    CLASS 0
 DK1399
 DK1399.The horizontal coordinates were scaled from a topographic map and have
 DK1399.an estimated accuracy of +/- 6 seconds.
 DK1399
 DK1399.The orthometric height was determined by differential leveling
 DK1399.and adjusted by the National Geodetic Survey in June 1991..
 DK1399
 DK1399.The geoid height was determined by GEOID03.
 DK1399
 DK1399.The dynamic height is computed by dividing the NAVD 88
 DK1399.geopotential number by the normal gravity value computed on the
 DK1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1399.degrees latitude (g = 980.6199 gals.).
 DK1399
 DK1399.The modeled gravity was interpolated from observed gravity values.
 DK1399
 DK1399;                    North         East    Units  Estimated Accuracy
 DK1399;SPC AR S     -   441,100.      405,870.      MT  (+/- 180 meters Scaled)
 DK1399
 DK1399                          SUPERSEDED SURVEY CONTROL
 DK1399
 DK1399  NGVD 29 (??/??/??)   46.271  (m)          151.81   (f) ADJUSTED    2 0
 DK1399
 DK1399.Superseded values are not recommended for survey control.
 DK1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1399.See file dsdata.txt to determine how the superseded data were derived.
 DK1399
 DK1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS992559(NAD 83)
 DK1399_MARKER: DB = BENCH MARK DISK
 DK1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1399_STAMPING: A-65 1935
 DK1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1399+STABILITY: SURFACE MOTION
 DK1399
 DK1399  HISTORY     - Date     Condition        Report By
 DK1399  HISTORY     - 1935     MONUMENTED       CGS
 DK1399  HISTORY     - 1973     MARK NOT FOUND   USGS
 DK1399
 DK1399                          STATION DESCRIPTION
 DK1399
 DK1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1399'7.1 MI S FROM CROSSETT.
 DK1399'7.1 MILES SOUTH OF, ALONG ST. HWY. 133, FROM STATION AT CROSSETT
 DK1399'EXPERIMENTAL FOREST STATION.  ABOUT .6 MILE SOUTH OF NORTH BOUNDRY OF
 DK1399'CROSSETT EXPERIMENTAL FOREST.  41 FEET EAST OF CENTERLINE OF ST. HWY.
 DK1399'133.  31.5 FEET SOUTH OF TELEPHONE POLE.  21.4 FEET WEST OF CENTERLINE
 DK1399'OF STILE.  12 FEET NORTH OF CENTERLINE OF CROSS ROAD.  6 FEET EAST OF
 DK1399'SOUTHWEST CORNER OF FENCE AROUND EXPERIMENTAL FOREST STATION TREE
 DK1399'NURSERY.  1.7 FEET SOUTH OF FENCE.  TABLET SET IN PRECAST CONCRETE
 DK1399'POST.  NOTE-- THERE IS LOGGING IN THE AREA.
 DK1399
 DK1399                          STATION RECOVERY (1973)
 DK1399
 DK1399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DK1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0469 ***********************************************************************
 FG0469  DESIGNATION -  A 66
 FG0469  PID         -  FG0469
 FG0469  STATE/COUNTY-  AR/POPE
 FG0469  USGS QUAD   -  HECTOR (1989)
 FG0469
 FG0469                         *CURRENT SURVEY CONTROL
 FG0469  ___________________________________________________________________
 FG0469* NAD 83(1986)-  35 23 17.     (N)    092 58 26.     (W)     SCALED    
 FG0469* NAVD 88     -       219.581  (meters)     720.41   (feet)  ADJUSTED  
 FG0469  ___________________________________________________________________
 FG0469  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FG0469  DYNAMIC HT  -         219.373 (meters)     719.73  (feet)  COMP
 FG0469  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 FG0469
 FG0469  VERT ORDER  -  SECOND    CLASS 0
 FG0469
 FG0469.The horizontal coordinates were scaled from a topographic map and have
 FG0469.an estimated accuracy of +/- 6 seconds.
 FG0469
 FG0469.The orthometric height was determined by differential leveling
 FG0469.and adjusted by the National Geodetic Survey in June 1991..
 FG0469
 FG0469.The geoid height was determined by GEOID03.
 FG0469
 FG0469.The dynamic height is computed by dividing the NAVD 88
 FG0469.geopotential number by the normal gravity value computed on the
 FG0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0469.degrees latitude (g = 980.6199 gals.).
 FG0469
 FG0469.The modeled gravity was interpolated from observed gravity values.
 FG0469
 FG0469;                    North         East    Units  Estimated Accuracy
 FG0469;SPC AR N     -   117,450.      311,520.      MT  (+/- 180 meters Scaled)
 FG0469
 FG0469                          SUPERSEDED SURVEY CONTROL
 FG0469
 FG0469  NGVD 29 (??/??/92)  219.561  (m)          720.34   (f) ADJ UNCH    2 0
 FG0469
 FG0469.Superseded values are not recommended for survey control.
 FG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0469.See file dsdata.txt to determine how the superseded data were derived.
 FG0469
 FG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV023160(NAD 83)
 FG0469_MARKER: DB = BENCH MARK DISK
 FG0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0469_STAMPING: A 66 1935
 FG0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0469+STABILITY: SURFACE MOTION
 FG0469
 FG0469  HISTORY     - Date     Condition        Report By
 FG0469  HISTORY     - 1935     MONUMENTED       CGS
 FG0469  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0469
 FG0469                          STATION DESCRIPTION
 FG0469
 FG0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0469'2.1 MI NE FROM MORELAND.
 FG0469'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE JUNCTION OF THE
 FG0469'OLD DOVER-SPRINGFIELD ROAD AT MORELAND, POPE COUNTY, 246 FEET SOUTH OF
 FG0469'A BRIDGE, 180 FEET NORTH OF THE SUMMIT OF A HILL, AT THE SOUTH END OF
 FG0469'A CUT, 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET NORTH OF
 FG0469'A BLAZED 16-INCH OAK TREE, AND 15 FEET NORTH OF THE CENTERLINE OF A
 FG0469'ROAD LEADING EAST.  A SANDARD DISK, STAMPED A 66 1935 AND SET IN THE
 FG0469'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0098 ***********************************************************************
 FG0098  DESIGNATION -  A 68
 FG0098  PID         -  FG0098
 FG0098  STATE/COUNTY-  AR/FAULKNER
 FG0098  USGS QUAD   -  CONWAY (1994)
 FG0098
 FG0098                         *CURRENT SURVEY CONTROL
 FG0098  ___________________________________________________________________
 FG0098* NAD 83(1986)-  35 05 19.     (N)    092 26 34.     (W)     SCALED    
 FG0098* NAVD 88     -        96.222  (meters)     315.69   (feet)  ADJUSTED  
 FG0098  ___________________________________________________________________
 FG0098  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0098  DYNAMIC HT  -          96.132 (meters)     315.39  (feet)  COMP
 FG0098  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 FG0098
 FG0098  VERT ORDER  -  FIRST     CLASS II
 FG0098
 FG0098.The horizontal coordinates were scaled from a topographic map and have
 FG0098.an estimated accuracy of +/- 6 seconds.
 FG0098
 FG0098.The orthometric height was determined by differential leveling
 FG0098.and adjusted by the National Geodetic Survey in June 1991..
 FG0098.WARNING-Repeat measurements at this control monument indicate possible
 FG0098.vertical movement.
 FG0098
 FG0098.The geoid height was determined by GEOID03.
 FG0098
 FG0098.The dynamic height is computed by dividing the NAVD 88
 FG0098.geopotential number by the normal gravity value computed on the
 FG0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0098.degrees latitude (g = 980.6199 gals.).
 FG0098
 FG0098.The modeled gravity was interpolated from observed gravity values.
 FG0098
 FG0098;                    North         East    Units  Estimated Accuracy
 FG0098;SPC AR N     -    83,880.      359,620.      MT  (+/- 180 meters Scaled)
 FG0098
 FG0098                          SUPERSEDED SURVEY CONTROL
 FG0098
 FG0098  NGVD 29 (06/07/95)   96.256  (m)          315.80   (f) ADJUSTED    1 2
 FG0098
 FG0098.Superseded values are not recommended for survey control.
 FG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0098.See file dsdata.txt to determine how the superseded data were derived.
 FG0098
 FG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU507830(NAD 83)
 FG0098_MARKER: DB = BENCH MARK DISK
 FG0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0098_STAMPING: A 68 1934
 FG0098_MARK LOGO: CGS   
 FG0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0098+STABILITY: SURFACE MOTION
 FG0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0098+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 FG0098
 FG0098  HISTORY     - Date     Condition        Report By
 FG0098  HISTORY     - 1934     MONUMENTED       CGS
 FG0098  HISTORY     - 1970     GOOD             NGS
 FG0098  HISTORY     - 1984     GOOD             NGS
 FG0098  HISTORY     - 1987     GOOD             USPSQD
 FG0098  HISTORY     - 1988     GOOD             USPSQD
 FG0098  HISTORY     - 1989     GOOD             USPSQD
 FG0098  HISTORY     - 1989     GOOD             USPSQD
 FG0098  HISTORY     - 1989     GOOD             USPSQD
 FG0098  HISTORY     - 20020902 GOOD             INDIV
 FG0098  HISTORY     - 20041202 GOOD             NGS
 FG0098  HISTORY     - 20060925 GOOD             JCLS
 FG0098
 FG0098                          STATION DESCRIPTION
 FG0098
 FG0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FG0098'IN CONWAY.
 FG0098'AT CONWAY NEAR THE EAST EDGE OF THE FAULKNER COUNTY COURTHOUSE
 FG0098'GROUNDS, 118 FEET EAST OF THE CENTER OF THE EAST ENTRANCE STEPS OF THE
 FG0098'COURTHOUSE, 114 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 FG0098'BASE OF THE C.S.A. MONUMENT, 94 FEET EAST-SOUTHEAST OF THE FLAGPOLE,
 FG0098'61 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF
 FG0098'LOCUST AND MAIN STREETS, 40 FEET WEST OF THE APPROXIMATE CENTER OF
 FG0098'LOCUST STREET, 38 FEET SOUTH OF A 14-INCH ELM TREE, 37 FEET NORTHEAST
 FG0098'OF A 36-INCH BLACK OAK TREE, 24 FEET SOUTH-SOUTHEAST OF HISTORICAL
 FG0098'MARKER NO. E 4 1, 18 FEET NORTHWEST OF A LIGHT POLE, 7.5 FEET WEST OF
 FG0098'THE EAST EDGE OF A LOW, ROCK RETAINING WALL AND WEST EDGE OF SIDEWALK,
 FG0098'AND 1.0 FOOT NORTH OF THE NORTH EDGE OF THE EAST ENTRANCE WALK. IT IS
 FG0098'A STANDARD DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE POST THAT
 FG0098'PROJECTS 8 INCHES AND THE DISK IS STAMPED A 68 1934.
 FG0098
 FG0098                          STATION RECOVERY (1984)
 FG0098
 FG0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0098'RECOVERED IN GOOD CONDITION.
 FG0098
 FG0098                          STATION RECOVERY (1987)
 FG0098
 FG0098'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0098'RECOVERED IN GOOD CONDITION.
 FG0098
 FG0098                          STATION RECOVERY (1988)
 FG0098
 FG0098'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0098'RECOVERED IN GOOD CONDITION.
 FG0098
 FG0098                          STATION RECOVERY (1989)
 FG0098
 FG0098'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0098'RECOVERED IN GOOD CONDITION.
 FG0098
 FG0098                          STATION RECOVERY (1989)
 FG0098
 FG0098'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0098'RECOVERED IN GOOD CONDITION.
 FG0098
 FG0098                          STATION RECOVERY (1989)
 FG0098
 FG0098'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0098'RECOVERED IN GOOD CONDITION.
 FG0098
 FG0098                          STATION RECOVERY (2002)
 FG0098
 FG0098'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLS)
 FG0098'UTILITY MAINTENANCE IN THE AREA HAVE REMOVED THE ROCK WALL IN THE
 FG0098'DISCRIPTION. THE MARK IS ABOUT 1 FOOT WEST OF THE EAST EDGE OF A
 FG0098'SIDEWALK.
 FG0098
 FG0098                          STATION RECOVERY (2004)
 FG0098
 FG0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG0098'RECOVERED IN GOOD CONDITION.
 FG0098
 FG0098                          STATION RECOVERY (2006)
 FG0098
 FG0098'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FG0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1426 ***********************************************************************
 FF1426  DESIGNATION -  A 69
 FF1426  PID         -  FF1426
 FF1426  STATE/COUNTY-  AR/WHITE
 FF1426  USGS QUAD   -  BEEBE (1994)
 FF1426
 FF1426                         *CURRENT SURVEY CONTROL
 FF1426  ___________________________________________________________________
 FF1426* NAD 83(1986)-  35 04 06.     (N)    091 53 41.     (W)     SCALED    
 FF1426* NAVD 88     -        73.130  (meters)     239.93   (feet)  ADJUSTED  
 FF1426  ___________________________________________________________________
 FF1426  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1426  DYNAMIC HT  -          73.062 (meters)     239.70  (feet)  COMP
 FF1426  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 FF1426
 FF1426  VERT ORDER  -  SECOND    CLASS 0
 FF1426
 FF1426.The horizontal coordinates were scaled from a topographic map and have
 FF1426.an estimated accuracy of +/- 6 seconds.
 FF1426
 FF1426.The orthometric height was determined by differential leveling
 FF1426.and adjusted by the National Geodetic Survey in June 1991..
 FF1426
 FF1426.The geoid height was determined by GEOID03.
 FF1426
 FF1426.The dynamic height is computed by dividing the NAVD 88
 FF1426.geopotential number by the normal gravity value computed on the
 FF1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1426.degrees latitude (g = 980.6199 gals.).
 FF1426
 FF1426.The modeled gravity was interpolated from observed gravity values.
 FF1426
 FF1426;                    North         East    Units  Estimated Accuracy
 FF1426;SPC AR N     -    81,550.      409,600.      MT  (+/- 180 meters Scaled)
 FF1426
 FF1426                          SUPERSEDED SURVEY CONTROL
 FF1426
 FF1426  NGVD 29 (??/??/??)   73.122  (m)          239.90   (f) ADJUSTED    2 0
 FF1426
 FF1426.Superseded values are not recommended for survey control.
 FF1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1426.See file dsdata.txt to determine how the superseded data were derived.
 FF1426
 FF1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU007811(NAD 83)
 FF1426_MARKER: DB = BENCH MARK DISK
 FF1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1426_STAMPING: A 69 1934
 FF1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1426+STABILITY: SURFACE MOTION
 FF1426
 FF1426  HISTORY     - Date     Condition        Report By
 FF1426  HISTORY     - 1934     MONUMENTED       CGS
 FF1426  HISTORY     - 20020606 MARK NOT FOUND   USACE
 FF1426
 FF1426                          STATION DESCRIPTION
 FF1426
 FF1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1426'AT BEEBE.
 FF1426'AT BEEBE, WHITE COUNTY, ON U.S. HIGHWAY 64, 0.8 MILE WEST OF THE
 FF1426'MISSOURI PACIFIC RAILROAD STATION, AT THE SOUTHEAST CORNER OF THE
 FF1426'CAMPUS OF THE HIGH SCHOOL WHICH WAS FORMERLY THE JUNIOR AGRICULTURE
 FF1426'COLLEGE, 125 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 FF1426'BUILDING, AT A STREET INTERSECTION, 102 FEET NORTH OF THE CENTERLINE
 FF1426'OF THE HIGHWAY, 34.1 FEET WEST OF THE CENTERLINE OF THE
 FF1426'NORTH-AND-SOUTH STREET, AND 8 FEET SOUTH OF A POWERLINE POLE.  A
 FF1426'STANDARD DISK, STAMPED A 69 1934 AND SET IN THE TOP OF A CONCRETE
 FF1426'POST.
 FF1426
 FF1426                          STATION RECOVERY (2002)
 FF1426
 FF1426'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0100 ***********************************************************************
 FG0100  DESIGNATION -  A 70
 FG0100  PID         -  FG0100
 FG0100  STATE/COUNTY-  AR/FAULKNER
 FG0100  USGS QUAD   -  CONWAY (1994)
 FG0100
 FG0100                         *CURRENT SURVEY CONTROL
 FG0100  ___________________________________________________________________
 FG0100* NAD 83(1986)-  35 03 58.     (N)    092 25 47.     (W)     SCALED    
 FG0100* NAVD 88     -        89.326  (meters)     293.06   (feet)  ADJUSTED  
 FG0100  ___________________________________________________________________
 FG0100  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0100  DYNAMIC HT  -          89.242 (meters)     292.79  (feet)  COMP
 FG0100  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FG0100
 FG0100  VERT ORDER  -  SECOND    CLASS 0
 FG0100
 FG0100.The horizontal coordinates were scaled from a topographic map and have
 FG0100.an estimated accuracy of +/- 6 seconds.
 FG0100
 FG0100.The orthometric height was determined by differential leveling
 FG0100.and adjusted by the National Geodetic Survey in June 1991..
 FG0100
 FG0100.The geoid height was determined by GEOID03.
 FG0100
 FG0100.The dynamic height is computed by dividing the NAVD 88
 FG0100.geopotential number by the normal gravity value computed on the
 FG0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0100.degrees latitude (g = 980.6199 gals.).
 FG0100
 FG0100.The modeled gravity was interpolated from observed gravity values.
 FG0100
 FG0100;                    North         East    Units  Estimated Accuracy
 FG0100;SPC AR N     -    81,380.      360,800.      MT  (+/- 180 meters Scaled)
 FG0100
 FG0100                          SUPERSEDED SURVEY CONTROL
 FG0100
 FG0100  NGVD 29 (??/??/92)   89.350  (m)          293.14   (f) ADJ UNCH    2 0
 FG0100
 FG0100.Superseded values are not recommended for survey control.
 FG0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0100.See file dsdata.txt to determine how the superseded data were derived.
 FG0100
 FG0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU519805(NAD 83)
 FG0100_MARKER: DB = BENCH MARK DISK
 FG0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0100_STAMPING: A 70 1934
 FG0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0100+STABILITY: SURFACE MOTION
 FG0100
 FG0100  HISTORY     - Date     Condition        Report By
 FG0100  HISTORY     - 1934     MONUMENTED       CGS
 FG0100  HISTORY     - 1967     MARK NOT FOUND   NGS
 FG0100  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0100
 FG0100                          STATION DESCRIPTION
 FG0100
 FG0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0100'2.0 MI S FROM CONWAY.
 FG0100'ABOUT 2 MILES SOUTH ALONG THE MISSIOURI PACIFIC RAILROAD FROM THE
 FG0100'STATION AT CONWAY, FAULKNER COUNTY, 0.2 MILE NORTH OF THE CROSSING OF
 FG0100'U.S. HIGHWAY 65, 120 FEET EAST OF AN OLD BARN, 76 FEET NORTHWEST OF
 FG0100'THE CENTER OF THE ROAD CROSSING, 48 FEET WEST OF THE CENTERLINE OF THE
 FG0100'TRACK, 12 FEET SOUTH OF A POLE, 11 FEET NORTH OF THE SOUTHEAST CORNER
 FG0100'OF A FIELD FENCE, AND 3 FEET EAST OF A FENCE PARALLELING THE TRACK. A
 FG0100'STANDARD DISK, STAMPED A 70 1934 AND SET IN THE TOP OF A CONCRETE
 FG0100'POST.
 FG0100
 FG0100                          STATION RECOVERY (1984)
 FG0100
 FG0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0100'NOT RECOVERED, THERE HAS BEEN A SHORT RAILROAD SPUR BUILT OVER THE
 FG0100'LOCATION OF THE MARK TO A WAREHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0389 ***********************************************************************
 FG0389  DESIGNATION -  A 71
 FG0389  PID         -  FG0389
 FG0389  STATE/COUNTY-  AR/PERRY
 FG0389  USGS QUAD   -  ADONA (1989)
 FG0389
 FG0389                         *CURRENT SURVEY CONTROL
 FG0389  ___________________________________________________________________
 FG0389* NAD 83(1986)-  35 02 18.     (N)    092 54 52.     (W)     SCALED    
 FG0389* NAVD 88     -       114.240  (meters)     374.80   (feet)  ADJUSTED  
 FG0389  ___________________________________________________________________
 FG0389  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FG0389  DYNAMIC HT  -         114.130 (meters)     374.44  (feet)  COMP
 FG0389  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 FG0389
 FG0389  VERT ORDER  -  SECOND    CLASS 0
 FG0389
 FG0389.The horizontal coordinates were scaled from a topographic map and have
 FG0389.an estimated accuracy of +/- 6 seconds.
 FG0389
 FG0389.The orthometric height was determined by differential leveling
 FG0389.and adjusted by the National Geodetic Survey in June 1991..
 FG0389
 FG0389.The geoid height was determined by GEOID03.
 FG0389
 FG0389.The dynamic height is computed by dividing the NAVD 88
 FG0389.geopotential number by the normal gravity value computed on the
 FG0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0389.degrees latitude (g = 980.6199 gals.).
 FG0389
 FG0389.The modeled gravity was interpolated from observed gravity values.
 FG0389
 FG0389;                    North         East    Units  Estimated Accuracy
 FG0389;SPC AR N     -    78,600.      316,560.      MT  (+/- 180 meters Scaled)
 FG0389
 FG0389                          SUPERSEDED SURVEY CONTROL
 FG0389
 FG0389  NGVD 29 (??/??/92)  114.245  (m)          374.82   (f) ADJ UNCH    2 0
 FG0389
 FG0389.Superseded values are not recommended for survey control.
 FG0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0389.See file dsdata.txt to determine how the superseded data were derived.
 FG0389
 FG0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU078772(NAD 83)
 FG0389_MARKER: DB = BENCH MARK DISK
 FG0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0389_STAMPING: A-71 1934
 FG0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0389+STABILITY: SURFACE MOTION
 FG0389
 FG0389  HISTORY     - Date     Condition        Report By
 FG0389  HISTORY     - 1934     MONUMENTED       CGS
 FG0389  HISTORY     - 1939     GOOD             NGS
 FG0389
 FG0389                          STATION DESCRIPTION
 FG0389
 FG0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0389'0.9 MI W FROM ADONA.
 FG0389'ABOUT 150 FEET WEST OF RAILROAD BRIDGE NO. 1907.  83.7 FEET NORTHWEST
 FG0389'OF COUNTY ROAD AT RAILROAD CROSSING.  46.4 FEET NORTH OF CENTERLINE OF
 FG0389'CHICAGO, ROCK ISLAND AND PACIFIC RY. TRACK.  26.8 FEET WEST OF
 FG0389'NORTHEAST FENCE CORNER.  4.4 FEET NORTH OF TELEPHONE POLE MARKED
 FG0389'190/25.  2 FEET SOUTH OF FENCE PARALLELING RAILROAD.  TABLET SET IN
 FG0389'PRECAST CONCRETE POST.
 FG0389
 FG0389                          STATION RECOVERY (1939)
 FG0389
 FG0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 FG0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0985 ***********************************************************************
 FG0985  DESIGNATION -  A 72
 FG0985  PID         -  FG0985
 FG0985  STATE/COUNTY-  AR/POPE
 FG0985  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG0985
 FG0985                         *CURRENT SURVEY CONTROL
 FG0985  ___________________________________________________________________
 FG0985* NAD 83(1986)-  35 16 34.     (N)    093 07 15.     (W)     SCALED    
 FG0985* NAVD 88     -       112.545  (meters)     369.24   (feet)  ADJUSTED  
 FG0985  ___________________________________________________________________
 FG0985  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FG0985  DYNAMIC HT  -         112.438 (meters)     368.89  (feet)  COMP
 FG0985  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FG0985
 FG0985  VERT ORDER  -  FIRST     CLASS II
 FG0985
 FG0985.The horizontal coordinates were scaled from a topographic map and have
 FG0985.an estimated accuracy of +/- 6 seconds.
 FG0985
 FG0985.The orthometric height was determined by differential leveling
 FG0985.and adjusted by the National Geodetic Survey in June 1991..
 FG0985.WARNING-Repeat measurements at this control monument indicate possible
 FG0985.vertical movement.
 FG0985
 FG0985.The geoid height was determined by GEOID03.
 FG0985
 FG0985.The dynamic height is computed by dividing the NAVD 88
 FG0985.geopotential number by the normal gravity value computed on the
 FG0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0985.degrees latitude (g = 980.6199 gals.).
 FG0985
 FG0985.The modeled gravity was interpolated from observed gravity values.
 FG0985
 FG0985;                    North         East    Units  Estimated Accuracy
 FG0985;SPC AR N     -   105,170.      298,030.      MT  (+/- 180 meters Scaled)
 FG0985
 FG0985                          SUPERSEDED SURVEY CONTROL
 FG0985
 FG0985  NGVD 29 (??/??/92)  112.538  (m)          369.22   (f) ADJ UNCH    1 2
 FG0985
 FG0985.Superseded values are not recommended for survey control.
 FG0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0985.See file dsdata.txt to determine how the superseded data were derived.
 FG0985
 FG0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV890036(NAD 83)
 FG0985_MARKER: DB = BENCH MARK DISK
 FG0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0985_STAMPING: A 72 1934
 FG0985_MARK LOGO: CGS   
 FG0985_PROJECTION: RECESSED 13 CENTIMETERS
 FG0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0985+STABILITY: SURFACE MOTION
 FG0985
 FG0985  HISTORY     - Date     Condition        Report By
 FG0985  HISTORY     - 1934     MONUMENTED       CGS
 FG0985  HISTORY     - 1967     GOOD             NGS
 FG0985  HISTORY     - 1984     GOOD             NGS
 FG0985  HISTORY     - 1987     GOOD             USPSQD
 FG0985  HISTORY     - 1989     GOOD             USPSQD
 FG0985  HISTORY     - 1989     GOOD             USPSQD
 FG0985
 FG0985                          STATION DESCRIPTION
 FG0985
 FG0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0985'IN RUSSELLVILLE.
 FG0985'IT IS ABOUT 1 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FG0985'RAILROAD STATION IN RUSSELLVILLE, 60 FEET WEST OF THE CENTER OF U.S.
 FG0985'HIGHWAY 64, 50 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 41 FEET
 FG0985'EAST OF THE NORTHEAST CORNER OF THE GULF OIL CORPORATION OFFICE
 FG0985'BUILDING, 3 FEET WEST OF A TELEPHONE LINE POLE, 2 FEET SOUTHWEST OF
 FG0985'THE NORTHEAST CORNER OF THE FENCE AROUND THE GULF OIL CORPORATION
 FG0985'GROUNDS, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH
 FG0985'THE GROUND SURFACE.
 FG0985
 FG0985                          STATION RECOVERY (1984)
 FG0985
 FG0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0985'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN
 FG0985'RUSSELLVILLE, 0.3 KM (0.2 MI) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 64
 FG0985'AND COUNTY ROAD 7 T, AT THE CROSSING OF THE MISSOUTI PACIFIC RAILROAD,
 FG0985'16.5 METERS (54.0 FT) SOUTH OF THE SOUTH RAIL, 18.9 METERS (62.0 FT)
 FG0985'WEST OF THE CENTERLINE OF THE HIGHWAY, 0.91 METERS (3.0 FT) SOUTHWEST
 FG0985'OF THE NORTHEAST CORNER OF A WIRE FENCE, 0.76 METERS (2.5 FT) SOUTH OF
 FG0985'AN EAST-WEST FENCE LINE, 0.76 METERS (2.5 FT) WEST OF A NORTH-SOUTH
 FG0985'FENCE LINE, AND 1.6 METERS (5.3 FT) SOUTHWEST OF A POWERLINE POLE.
 FG0985'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 FG0985'THE MARK IS ABOVE LEVEL WITH ROAD.
 FG0985
 FG0985                          STATION RECOVERY (1987)
 FG0985
 FG0985'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0985'RECOVERED IN GOOD CONDITION.
 FG0985
 FG0985                          STATION RECOVERY (1989)
 FG0985
 FG0985'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0985'RECOVERED IN GOOD CONDITION.
 FG0985
 FG0985                          STATION RECOVERY (1989)
 FG0985
 FG0985'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0411 ***********************************************************************
 FG0411  DESIGNATION -  A 73
 FG0411  PID         -  FG0411
 FG0411  STATE/COUNTY-  AR/PERRY
 FG0411  USGS QUAD   -  PERRYVILLE (1989)
 FG0411
 FG0411                         *CURRENT SURVEY CONTROL
 FG0411  ___________________________________________________________________
 FG0411* NAD 83(1986)-  35 00 17.     (N)    092 48 10.     (W)     SCALED    
 FG0411* NAVD 88     -        90.719  (meters)     297.63   (feet)  ADJUSTED  
 FG0411  ___________________________________________________________________
 FG0411  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FG0411  DYNAMIC HT  -          90.632 (meters)     297.35  (feet)  COMP
 FG0411  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 FG0411
 FG0411  VERT ORDER  -  SECOND    CLASS 0
 FG0411
 FG0411.The horizontal coordinates were scaled from a topographic map and have
 FG0411.an estimated accuracy of +/- 6 seconds.
 FG0411
 FG0411.The orthometric height was determined by differential leveling
 FG0411.and adjusted by the National Geodetic Survey in June 1991..
 FG0411
 FG0411.The geoid height was determined by GEOID03.
 FG0411
 FG0411.The dynamic height is computed by dividing the NAVD 88
 FG0411.geopotential number by the normal gravity value computed on the
 FG0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0411.degrees latitude (g = 980.6199 gals.).
 FG0411
 FG0411.The modeled gravity was interpolated from observed gravity values.
 FG0411
 FG0411;                    North         East    Units  Estimated Accuracy
 FG0411;SPC AR N     -    74,780.      326,720.      MT  (+/- 180 meters Scaled)
 FG0411
 FG0411                          SUPERSEDED SURVEY CONTROL
 FG0411
 FG0411  NGVD 29 (??/??/92)   90.739  (m)          297.70   (f) ADJ UNCH    2 0
 FG0411
 FG0411.Superseded values are not recommended for survey control.
 FG0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0411.See file dsdata.txt to determine how the superseded data were derived.
 FG0411
 FG0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU179735(NAD 83)
 FG0411_MARKER: DB = BENCH MARK DISK
 FG0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0411_STAMPING: A73 1935
 FG0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0411+STABILITY: SURFACE MOTION
 FG0411
 FG0411  HISTORY     - Date     Condition        Report By
 FG0411  HISTORY     - 1935     MONUMENTED       CGS
 FG0411  HISTORY     - 20030107 MARK NOT FOUND   INDIV
 FG0411
 FG0411                          STATION DESCRIPTION
 FG0411
 FG0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0411'IN PERRYVILLE.
 FG0411'POST SET IN SOUTHEAST CORNER OF PERRY COUNTY COURTHOUSE YARD.  78.6
 FG0411'FEET SOUTHEAST OF SOUTHEAST CORNER OF COURTHOUSE.  6.7 FEET NORTH OF
 FG0411'SOUTHEAST CORNER OF YARD FENCE.  1.4 FEET WEST OF NORTH-SOUTH FENCE.
 FG0411'TABLET SET IN PRECAST CONCRETE POST.
 FG0411
 FG0411                          STATION RECOVERY (2003)
 FG0411
 FG0411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BRM)
 FG0411'A 24IN. DIA TREE SETS DIRECTLY ON THE DESCRIBED LOCATION FOR THIS CAP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1249 ***********************************************************************
 FF1249  DESIGNATION -  A 74
 FF1249  PID         -  FF1249
 FF1249  STATE/COUNTY-  AR/WOODRUFF
 FF1249  USGS QUAD   -  HUNTER WEST (1993)
 FF1249
 FF1249                         *CURRENT SURVEY CONTROL
 FF1249  ___________________________________________________________________
 FF1249* NAD 83(1986)-  35 00 12.     (N)    091 14 58.     (W)     SCALED    
 FF1249* NAVD 88     -        58.255  (meters)     191.12   (feet)  ADJUSTED  
 FF1249  ___________________________________________________________________
 FF1249  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FF1249  DYNAMIC HT  -          58.201 (meters)     190.95  (feet)  COMP
 FF1249  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 FF1249
 FF1249  VERT ORDER  -  SECOND    CLASS 0
 FF1249
 FF1249.The horizontal coordinates were scaled from a topographic map and have
 FF1249.an estimated accuracy of +/- 6 seconds.
 FF1249
 FF1249.The orthometric height was determined by differential leveling
 FF1249.and adjusted by the National Geodetic Survey in June 1991..
 FF1249
 FF1249.The geoid height was determined by GEOID03.
 FF1249
 FF1249.The dynamic height is computed by dividing the NAVD 88
 FF1249.geopotential number by the normal gravity value computed on the
 FF1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1249.degrees latitude (g = 980.6199 gals.).
 FF1249
 FF1249.The modeled gravity was interpolated from observed gravity values.
 FF1249
 FF1249;                    North         East    Units  Estimated Accuracy
 FF1249;SPC AR N     -    74,590.      468,510.      MT  (+/- 180 meters Scaled)
 FF1249
 FF1249                          SUPERSEDED SURVEY CONTROL
 FF1249
 FF1249  NGVD 29 (??/??/??)   58.234  (m)          191.06   (f) ADJUSTED    2 0
 FF1249
 FF1249.Superseded values are not recommended for survey control.
 FF1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1249.See file dsdata.txt to determine how the superseded data were derived.
 FF1249
 FF1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597748(NAD 83)
 FF1249_MARKER: DB = BENCH MARK DISK
 FF1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1249_STAMPING: A 74 1934
 FF1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1249+STABILITY: SURFACE MOTION
 FF1249
 FF1249  HISTORY     - Date     Condition        Report By
 FF1249  HISTORY     - 1934     MONUMENTED       CGS
 FF1249  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF1249
 FF1249                          STATION DESCRIPTION
 FF1249
 FF1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1249'AT COTTON PLANT.
 FF1249'AT COTTON PLANT, WOODRUFF COUNTY, 69 FEET WEST OF THE SOUTHWEST
 FF1249'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 FF1249'42 FEET WEST OF THE CENTER LINE OF THE MAIN-LINE TRACK, AND
 FF1249'2 FEET EAST OF THE NORTHEAST CORNER OF THE YARD OF THE STANDARD
 FF1249'OIL CO. BULK PLANT.  A STANDARD DISK, STAMPED A 74 1934 AND SET
 FF1249'IN THE TOP OF A CONCRETE POST.
 FF1249
 FF1249                          STATION RECOVERY (1976)
 FF1249
 FF1249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1141 ***********************************************************************
 FF1141  DESIGNATION -  A 75
 FF1141  PID         -  FF1141
 FF1141  STATE/COUNTY-  AR/JACKSON
 FF1141  USGS QUAD   -  AUVERGNE (1981)
 FF1141
 FF1141                         *CURRENT SURVEY CONTROL
 FF1141  ___________________________________________________________________
 FF1141* NAD 83(1986)-  35 34 44.     (N)    091 10 49.     (W)     SCALED    
 FF1141* NAVD 88     -        70.881  (meters)     232.55   (feet)  ADJUSTED  
 FF1141  ___________________________________________________________________
 FF1141  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF1141  DYNAMIC HT  -          70.820 (meters)     232.35  (feet)  COMP
 FF1141  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 FF1141
 FF1141  VERT ORDER  -  SECOND    CLASS 0
 FF1141
 FF1141.The horizontal coordinates were scaled from a topographic map and have
 FF1141.an estimated accuracy of +/- 6 seconds.
 FF1141
 FF1141.The orthometric height was determined by differential leveling
 FF1141.and adjusted by the National Geodetic Survey in June 1991..
 FF1141
 FF1141.The geoid height was determined by GEOID03.
 FF1141
 FF1141.The dynamic height is computed by dividing the NAVD 88
 FF1141.geopotential number by the normal gravity value computed on the
 FF1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1141.degrees latitude (g = 980.6199 gals.).
 FF1141
 FF1141.The modeled gravity was interpolated from observed gravity values.
 FF1141
 FF1141;                    North         East    Units  Estimated Accuracy
 FF1141;SPC AR N     -   138,490.      474,290.      MT  (+/- 180 meters Scaled)
 FF1141
 FF1141                          SUPERSEDED SURVEY CONTROL
 FF1141
 FF1141  NGVD 29 (??/??/??)   70.817  (m)          232.34   (f) ADJUSTED    2 0
 FF1141
 FF1141.Superseded values are not recommended for survey control.
 FF1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1141.See file dsdata.txt to determine how the superseded data were derived.
 FF1141
 FF1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV648387(NAD 83)
 FF1141_MARKER: DB = BENCH MARK DISK
 FF1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1141_STAMPING: A-75 1934
 FF1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1141+STABILITY: SURFACE MOTION
 FF1141
 FF1141  HISTORY     - Date     Condition        Report By
 FF1141  HISTORY     - 1934     MONUMENTED       CGS
 FF1141  HISTORY     - 1938     GOOD             CGS
 FF1141  HISTORY     - 1955     GOOD             LOCENG
 FF1141  HISTORY     - 20020920 MARK NOT FOUND   USACE
 FF1141
 FF1141                          STATION DESCRIPTION
 FF1141
 FF1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1141'4.7 MI W FROM AMAGON.
 FF1141'ALONG STATE ROAD 14, 433 FEET SOUTHEAST OF CENTER OF JUNCTION OF
 FF1141'STATE ROADS 14 AND 145, 150 FEET SOUTHEAST OF THE NORTHEAST
 FF1141'CORNER OF SWEARINGERS SERVICE STATION, 66 FEET SOUTH OF CENTER
 FF1141'LINE OF STATE ROAD 14, AT A POINT ABOUT MIDWAY OF CURVE.  STANDARD
 FF1141'TABLET SET IN CONCRETE POST.
 FF1141
 FF1141                          STATION RECOVERY (1955)
 FF1141
 FF1141'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 FF1141'RECOVERED IN GOOD CONDITION.
 FF1141
 FF1141                          STATION RECOVERY (2002)
 FF1141
 FF1141'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1077 ***********************************************************************
 EH1077  DESIGNATION -  A 75
 EH1077  PID         -  EH1077
 EH1077  STATE/COUNTY-  AR/MONROE
 EH1077  USGS QUAD   -  PINE CITY (1971)
 EH1077
 EH1077                         *CURRENT SURVEY CONTROL
 EH1077  ___________________________________________________________________
 EH1077* NAD 83(1986)-  34 34 59.     (N)    091 06 21.     (W)     SCALED    
 EH1077* NAVD 88     -        53.459  (meters)     175.39   (feet)  ADJUSTED  
 EH1077  ___________________________________________________________________
 EH1077  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1077  DYNAMIC HT  -          53.408 (meters)     175.22  (feet)  COMP
 EH1077  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 EH1077
 EH1077  VERT ORDER  -  FIRST     CLASS II
 EH1077
 EH1077.The horizontal coordinates were scaled from a topographic map and have
 EH1077.an estimated accuracy of +/- 6 seconds.
 EH1077
 EH1077.The orthometric height was determined by differential leveling
 EH1077.and adjusted by the National Geodetic Survey in June 1991..
 EH1077
 EH1077.The geoid height was determined by GEOID03.
 EH1077
 EH1077.The dynamic height is computed by dividing the NAVD 88
 EH1077.geopotential number by the normal gravity value computed on the
 EH1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1077.degrees latitude (g = 980.6199 gals.).
 EH1077
 EH1077.The modeled gravity was interpolated from observed gravity values.
 EH1077
 EH1077;                    North         East    Units  Estimated Accuracy
 EH1077;SPC AR S     -   612,910.      482,040.      MT  (+/- 180 meters Scaled)
 EH1077
 EH1077                          SUPERSEDED SURVEY CONTROL
 EH1077
 EH1077  NGVD 29 (??/??/??)   53.486  (m)          175.48   (f) ADJUSTED    1 2
 EH1077
 EH1077.Superseded values are not recommended for survey control.
 EH1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1077.See file dsdata.txt to determine how the superseded data were derived.
 EH1077
 EH1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU737284(NAD 83)
 EH1077_MARKER: DE = TRAVERSE STATION DISK
 EH1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1077_STAMPING: TRAV STA A 75
 EH1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1077+STABILITY: SURFACE MOTION
 EH1077
 EH1077  HISTORY     - Date     Condition        Report By
 EH1077  HISTORY     - UNK      MONUMENTED       DOD
 EH1077  HISTORY     - 1956     GOOD             CGS
 EH1077  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1077
 EH1077                          STATION DESCRIPTION
 EH1077
 EH1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1077'2.5 MI W FROM PALMER.
 EH1077'ABOUT 2.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE ROAD
 EH1077'CROSSING AND STATION SIGN AT PALMER, THENCE ABOUT 0.1 MILE NORTH ALONG
 EH1077'BRINKLEY BRANCH OF M.P. RR, IN THE NORTH ANGLE OF JUNCTION OF TRACKS,
 EH1077'23 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK ON NORTHWEST SIDE OF
 EH1077'TRIANGLE, 76 FEET SOUTHWEST OF SOUTHWEST RAIL OF TRACK ON NORTHEAST
 EH1077'SIDE OF TRIANGLE, 122 YARDS SOUTH OF SWITCH STAND AT NORTH END OF
 EH1077'TRIANGLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 EH1077'BELOW LEVEL OF TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1077'4 INCHES.
 EH1077
 EH1077                          STATION RECOVERY (2003)
 EH1077
 EH1077'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0769 ***********************************************************************
 FF0769  DESIGNATION -  A 76
 FF0769  PID         -  FF0769
 FF0769  STATE/COUNTY-  AR/CRAIGHEAD
 FF0769  USGS QUAD   -  JONESBORO (1983)
 FF0769
 FF0769                         *CURRENT SURVEY CONTROL
 FF0769  ___________________________________________________________________
 FF0769* NAD 83(1986)-  35 48 59.     (N)    090 38 58.     (W)     SCALED    
 FF0769* NAVD 88     -        76.394  (meters)     250.64   (feet)  ADJUSTED  
 FF0769  ___________________________________________________________________
 FF0769  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF0769  DYNAMIC HT  -          76.329 (meters)     250.42  (feet)  COMP
 FF0769  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 FF0769
 FF0769  VERT ORDER  -  FIRST     CLASS II
 FF0769
 FF0769.The horizontal coordinates were scaled from a topographic map and have
 FF0769.an estimated accuracy of +/- 6 seconds.
 FF0769
 FF0769.The orthometric height was determined by differential leveling
 FF0769.and adjusted by the National Geodetic Survey in January 1995..
 FF0769.WARNING-Repeat measurements at this control monument indicate possible
 FF0769.vertical movement.
 FF0769
 FF0769.The geoid height was determined by GEOID03.
 FF0769
 FF0769.The dynamic height is computed by dividing the NAVD 88
 FF0769.geopotential number by the normal gravity value computed on the
 FF0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0769.degrees latitude (g = 980.6199 gals.).
 FF0769
 FF0769.The modeled gravity was interpolated from observed gravity values.
 FF0769
 FF0769;                    North         East    Units  Estimated Accuracy
 FF0769;SPC AR N     -   165,370.      522,040.      MT  (+/- 180 meters Scaled)
 FF0769
 FF0769                          SUPERSEDED SURVEY CONTROL
 FF0769
 FF0769  NAVD 88 (06/15/91)   76.406  (m)          250.68   (f) UNKNOWN     1 2
 FF0769  NGVD 29 (10/05/93)   76.316  (m)          250.38   (f) ADJUSTED    1 2
 FF0769
 FF0769.Superseded values are not recommended for survey control.
 FF0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0769.See file dsdata.txt to determine how the superseded data were derived.
 FF0769
 FF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV123661(NAD 83)
 FF0769_MARKER: DB = BENCH MARK DISK
 FF0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0769_SP_SET: CONCRETE POST
 FF0769_STAMPING: A 76 1934
 FF0769_MARK LOGO: CGS   
 FF0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0769+STABILITY: SURFACE MOTION
 FF0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0769+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF0769
 FF0769  HISTORY     - Date     Condition        Report By
 FF0769  HISTORY     - 1934     MONUMENTED       CGS
 FF0769  HISTORY     - 1956     GOOD             CGS
 FF0769  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0769  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0769  HISTORY     - 19920322 GOOD             NGS
 FF0769  HISTORY     - 20020816 GOOD             USACE
 FF0769
 FF0769                          STATION DESCRIPTION
 FF0769
 FF0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0769'AT NETTLETON.
 FF0769'AT NETTLETON, ALONG THE MISSOURI PACIFIC RAILROAD, 10 FEET
 FF0769'EAST-SOUTHEAST OF NEAR RAIL OF TRACK, 70 FEET SOUTH AND ACROSS
 FF0769'TRACK FROM SOUTH CORNER OF STATION, 100 FEET NORTH-NORTHEAST
 FF0769'OF A FIRE HYDRANT, 337 FEET SOUTH-SOUTHWEST OF CENTER LINE OF
 FF0769'U.S. HIGHWAY 63, 39 FEET WEST-NORTHWEST OF CENTER LINE OF ELM
 FF0769'STREET, 57 FEET NORTH OF THE THIRD TELEPHONE POLE SOUTH OF
 FF0769'CROSSING OF HIGHWAY 63, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND
 FF0769'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FF0769'NOTE-- THE 4 OF 1934 WAS STAMPED ON DISK BY THIS PARTY IN 1956.
 FF0769
 FF0769                          STATION RECOVERY (1978)
 FF0769
 FF0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0769'MARK NOT FOUND.
 FF0769
 FF0769                          STATION RECOVERY (1978)
 FF0769
 FF0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0769'MARK NOT FOUND.
 FF0769
 FF0769                          STATION RECOVERY (1992)
 FF0769
 FF0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0769'IN JONESBORO, AT THE INTERSECTION OF NETTLETON AVENUE AND WILLOW ROAD,
 FF0769'101.5 M (333.0 FT) SOUTHWEST OF THE AVENUE CENTERLINE, 30.5 M
 FF0769'(100.1 FT) NORTH OF A FIRE HYDRANT, 17.6 M (57.7 FT) WEST OF A
 FF0769'UTILITY POLE, 12.0 M (39.4 FT) NORTHWEST OF THE ROAD CENTER, 3.2 M
 FF0769'(10.5 FT) SOUTHEAST OF THE NEAR RAIL OF THE MISSOURI PACIFIC
 FF0769'RAILROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M
 FF0769'(1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 FF0769'0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 FF0769
 FF0769                          STATION RECOVERY (2002)
 FF0769
 FF0769'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0933 ***********************************************************************
 EJ0933  DESIGNATION -  A 78
 EJ0933  PID         -  EJ0933
 EJ0933  STATE/COUNTY-  AR/SALINE
 EJ0933  USGS QUAD   -  LONSDALE NE (1984)
 EJ0933
 EJ0933                         *CURRENT SURVEY CONTROL
 EJ0933  ___________________________________________________________________
 EJ0933* NAD 83(1986)-  34 42 31.     (N)    092 45 32.     (W)     SCALED    
 EJ0933* NAVD 88     -       172.432  (meters)     565.72   (feet)  ADJUSTED  
 EJ0933  ___________________________________________________________________
 EJ0933  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EJ0933  DYNAMIC HT  -         172.266 (meters)     565.18  (feet)  COMP
 EJ0933  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 EJ0933
 EJ0933  VERT ORDER  -  SECOND    CLASS 0
 EJ0933
 EJ0933.The horizontal coordinates were scaled from a topographic map and have
 EJ0933.an estimated accuracy of +/- 6 seconds.
 EJ0933
 EJ0933.The orthometric height was determined by differential leveling
 EJ0933.and adjusted by the National Geodetic Survey in June 1991..
 EJ0933
 EJ0933.The geoid height was determined by GEOID03.
 EJ0933
 EJ0933.The dynamic height is computed by dividing the NAVD 88
 EJ0933.geopotential number by the normal gravity value computed on the
 EJ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0933.degrees latitude (g = 980.6199 gals.).
 EJ0933
 EJ0933.The modeled gravity was interpolated from observed gravity values.
 EJ0933
 EJ0933;                    North         East    Units  Estimated Accuracy
 EJ0933;SPC AR S     -   626,740.      330,480.      MT  (+/- 180 meters Scaled)
 EJ0933
 EJ0933                          SUPERSEDED SURVEY CONTROL
 EJ0933
 EJ0933  NGVD 29 (??/??/92)  172.448  (m)          565.77   (f) ADJ UNCH    2 0
 EJ0933
 EJ0933.Superseded values are not recommended for survey control.
 EJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0933.See file dsdata.txt to determine how the superseded data were derived.
 EJ0933
 EJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU220407(NAD 83)
 EJ0933_MARKER: DB = BENCH MARK DISK
 EJ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0933_STAMPING: A 78 1935
 EJ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0933+STABILITY: SURFACE MOTION
 EJ0933
 EJ0933  HISTORY     - Date     Condition        Report By
 EJ0933  HISTORY     - 1935     MONUMENTED       CGS
 EJ0933  HISTORY     - 1957     GOOD             NGS
 EJ0933  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0933
 EJ0933                          STATION DESCRIPTION
 EJ0933
 EJ0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EJ0933'4.7 MI S FROM PARON.
 EJ0933'LOCATED 4.7 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE HIGH SCHOOL
 EJ0933'BUILDING AT PARON, AT THE OUTSIDE OF A LONG CURVE, 82 FEET EAST OF THE
 EJ0933'CENTERLINE OF THE HIGHWAY, 56.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 EJ0933'CORNER OF THE NORTH ONE OF TWO CONCRETE CULVERTS, 26.5 FEET
 EJ0933'EAST-NORTHEAST OF AN ANCHORED POWER POLE AND 19 FEET NORTH OF A
 EJ0933'10-INCH OAK TREE.  IT IS A STANDARD DISK, STAMPED A 78 1935, SET IN
 EJ0933'THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 EJ0933
 EJ0933                          STATION RECOVERY (1998)
 EJ0933
 EJ0933'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0664 ***********************************************************************
 EJ0664  DESIGNATION -  A 79
 EJ0664  PID         -  EJ0664
 EJ0664  STATE/COUNTY-  AR/HOT SPRING
 EJ0664  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ0664
 EJ0664                         *CURRENT SURVEY CONTROL
 EJ0664  ___________________________________________________________________
 EJ0664* NAD 83(1986)-  34 21 56.     (N)    092 48 48.     (W)     SCALED    
 EJ0664* NAVD 88     -        85.485  (meters)     280.46   (feet)  ADJUSTED  
 EJ0664  ___________________________________________________________________
 EJ0664  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0664  DYNAMIC HT  -          85.403 (meters)     280.19  (feet)  COMP
 EJ0664  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 EJ0664
 EJ0664  VERT ORDER  -  FIRST     CLASS II
 EJ0664
 EJ0664.The horizontal coordinates were scaled from a topographic map and have
 EJ0664.an estimated accuracy of +/- 6 seconds.
 EJ0664
 EJ0664.The orthometric height was determined by differential leveling
 EJ0664.and adjusted by the National Geodetic Survey in June 1991..
 EJ0664
 EJ0664.The geoid height was determined by GEOID03.
 EJ0664
 EJ0664.The dynamic height is computed by dividing the NAVD 88
 EJ0664.geopotential number by the normal gravity value computed on the
 EJ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0664.degrees latitude (g = 980.6199 gals.).
 EJ0664
 EJ0664.The modeled gravity was interpolated from observed gravity values.
 EJ0664
 EJ0664;                    North         East    Units  Estimated Accuracy
 EJ0664;SPC AR S     -   588,730.      325,190.      MT  (+/- 180 meters Scaled)
 EJ0664
 EJ0664                          SUPERSEDED SURVEY CONTROL
 EJ0664
 EJ0664  NGVD 29 (??/??/92)   85.495  (m)          280.49   (f) ADJ UNCH    1 2
 EJ0664
 EJ0664.Superseded values are not recommended for survey control.
 EJ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0664.See file dsdata.txt to determine how the superseded data were derived.
 EJ0664
 EJ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU171027(NAD 83)
 EJ0664_MARKER: DB = BENCH MARK DISK
 EJ0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0664_SP_SET: BRICK WALL
 EJ0664_STAMPING: A-79 1935
 EJ0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0664
 EJ0664  HISTORY     - Date     Condition        Report By
 EJ0664  HISTORY     - 1935     MONUMENTED       CGS
 EJ0664  HISTORY     - 1935     GOOD             NGS
 EJ0664  HISTORY     - 1937     GOOD             ARGS
 EJ0664  HISTORY     - 19980425 GOOD             USPSQD
 EJ0664
 EJ0664                          STATION DESCRIPTION
 EJ0664
 EJ0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0664'IN MALVERN.
 EJ0664'AT MALVERN.  STANDARD BRONZE TABLET SET VERTICALLY IN BRICK WALL ON
 EJ0664'THE NORTHWEST CORNER OF THE M.P. RAILWAY STATION.  36.4 FEET WEST OF
 EJ0664'WEST SIDE OF WHITE WAITING ROOM DOOR.  28.2 FEET SOUTH OF CENTERLINE
 EJ0664'OF M.P. MAIN TRACK.  5.0 FEET EAST OF NORTHWEST CORNER OF STATION. 4.0
 EJ0664'FEET ABOVE THE BRICK WALK.
 EJ0664
 EJ0664                          STATION RECOVERY (1937)
 EJ0664
 EJ0664'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1937
 EJ0664'RECOVERED IN GOOD CONDITION.
 EJ0664
 EJ0664                          STATION RECOVERY (1998)
 EJ0664
 EJ0664'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1298 ***********************************************************************
 FF1298  DESIGNATION -  A 8
 FF1298  PID         -  FF1298
 FF1298  STATE/COUNTY-  AR/CLEBURNE
 FF1298  USGS QUAD   -  PANGBURN (1992)
 FF1298
 FF1298                         *CURRENT SURVEY CONTROL
 FF1298  ___________________________________________________________________
 FF1298* NAD 83(1986)-  35 25 31.     (N)    091 50 26.     (W)     SCALED    
 FF1298* NAVD 88     -       102.099  (meters)     334.97   (feet)  ADJUSTED  
 FF1298  ___________________________________________________________________
 FF1298  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF1298  DYNAMIC HT  -         102.008 (meters)     334.67  (feet)  COMP
 FF1298  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FF1298
 FF1298  VERT ORDER  -  FIRST     CLASS II
 FF1298
 FF1298.The horizontal coordinates were scaled from a topographic map and have
 FF1298.an estimated accuracy of +/- 6 seconds.
 FF1298
 FF1298.The orthometric height was determined by differential leveling
 FF1298.and adjusted by the National Geodetic Survey in June 1991..
 FF1298
 FF1298.The geoid height was determined by GEOID03.
 FF1298
 FF1298.The dynamic height is computed by dividing the NAVD 88
 FF1298.geopotential number by the normal gravity value computed on the
 FF1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1298.degrees latitude (g = 980.6199 gals.).
 FF1298
 FF1298.The modeled gravity was interpolated from observed gravity values.
 FF1298
 FF1298;                    North         East    Units  Estimated Accuracy
 FF1298;SPC AR N     -   121,150.      414,480.      MT  (+/- 180 meters Scaled)
 FF1298
 FF1298                          SUPERSEDED SURVEY CONTROL
 FF1298
 FF1298  NGVD 29 (??/??/??)  102.034  (m)          334.76   (f) ADJUSTED    1 2
 FF1298
 FF1298.Superseded values are not recommended for survey control.
 FF1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1298.See file dsdata.txt to determine how the superseded data were derived.
 FF1298
 FF1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV052208(NAD 83)
 FF1298_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FF1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1298_SP_SET: BRIDGE ABUTMENT
 FF1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1298
 FF1298  HISTORY     - Date     Condition        Report By
 FF1298  HISTORY     - 1931     MONUMENTED       CGS
 FF1298  HISTORY     - 1935     GOOD             CGS
 FF1298  HISTORY     - 20030730 MARK NOT FOUND   USACE
 FF1298
 FF1298                          STATION DESCRIPTION
 FF1298
 FF1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1298'IN PANGBURN.
 FF1298'ABOUT 0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 FF1298'RAILROAD FROM THE STATION AT LODGE GRASS, CLEBURNE COUNTY, AT
 FF1298'STEEL-GIRDER BRIDGE 749.82, IN THE CONCRETE COPING AT THE WEST
 FF1298'END OF THE SOUTH ABUTMENT, AND ABOUT 6 FEET WEST OF THE CENTER
 FF1298'LINE OF THE TRACK.  A COPPER BOLT.
 FF1298
 FF1298                          STATION RECOVERY (1935)
 FF1298
 FF1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FF1298'RECOVERED IN GOOD CONDITION.
 FF1298
 FF1298                          STATION RECOVERY (2003)
 FF1298
 FF1298'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0580 ***********************************************************************
 EJ0580  DESIGNATION -  A 80
 EJ0580  PID         -  EJ0580
 EJ0580  STATE/COUNTY-  AR/GRANT
 EJ0580  USGS QUAD   -  BELFAST (1984)
 EJ0580
 EJ0580                         *CURRENT SURVEY CONTROL
 EJ0580  ___________________________________________________________________
 EJ0580* NAD 83(1986)-  34 24 48.     (N)    092 27 33.     (W)     SCALED    
 EJ0580* NAVD 88     -        84.657  (meters)     277.75   (feet)  ADJUSTED  
 EJ0580  ___________________________________________________________________
 EJ0580  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EJ0580  DYNAMIC HT  -          84.577 (meters)     277.48  (feet)  COMP
 EJ0580  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 EJ0580
 EJ0580  VERT ORDER  -  SECOND    CLASS 0
 EJ0580
 EJ0580.The horizontal coordinates were scaled from a topographic map and have
 EJ0580.an estimated accuracy of +/- 6 seconds.
 EJ0580
 EJ0580.The orthometric height was determined by differential leveling
 EJ0580.and adjusted by the National Geodetic Survey in June 1991..
 EJ0580
 EJ0580.The geoid height was determined by GEOID03.
 EJ0580
 EJ0580.The dynamic height is computed by dividing the NAVD 88
 EJ0580.geopotential number by the normal gravity value computed on the
 EJ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0580.degrees latitude (g = 980.6199 gals.).
 EJ0580
 EJ0580.The modeled gravity was interpolated from observed gravity values.
 EJ0580
 EJ0580;                    North         East    Units  Estimated Accuracy
 EJ0580;SPC AR S     -   593,820.      357,790.      MT  (+/- 180 meters Scaled)
 EJ0580
 EJ0580                          SUPERSEDED SURVEY CONTROL
 EJ0580
 EJ0580  NGVD 29 (??/??/92)   84.700  (m)          277.89   (f) ADJ UNCH    2 0
 EJ0580
 EJ0580.Superseded values are not recommended for survey control.
 EJ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0580.See file dsdata.txt to determine how the superseded data were derived.
 EJ0580
 EJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU497081(NAD 83)
 EJ0580_MARKER: DB = BENCH MARK DISK
 EJ0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0580_STAMPING: A 80 1935
 EJ0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0580+STABILITY: SURFACE MOTION
 EJ0580
 EJ0580  HISTORY     - Date     Condition        Report By
 EJ0580  HISTORY     - 1935     MONUMENTED       CGS
 EJ0580  HISTORY     - 1935     GOOD             NGS
 EJ0580
 EJ0580                          STATION DESCRIPTION
 EJ0580
 EJ0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0580'IN BELFAST.
 EJ0580'IN THE TOWN OF BELFAST, AT MISSOURI PACIFIC R.R. STATION, 105 FEET
 EJ0580'SOUTH OF SOUTH CORNER OF.  82.8 FEET SOUTHWEST OF CENTERLINE OF
 EJ0580'MISSOURI PACIFIC R.R.  57.8 FEET EAST OF EAST CORNER OF WILLARD
 EJ0580'SHOPTAWS RESIDENCE.  1.1 FEET NORTHEAST OF R/W FENCE LINE.  TABLET SET
 EJ0580'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0702 ***********************************************************************
 EJ0702  DESIGNATION -  A 81
 EJ0702  PID         -  EJ0702
 EJ0702  STATE/COUNTY-  AR/GRANT
 EJ0702  USGS QUAD   -  POYEN (1984)
 EJ0702
 EJ0702                         *CURRENT SURVEY CONTROL
 EJ0702  ___________________________________________________________________
 EJ0702* NAD 83(1986)-  34 19 30.     (N)    092 38 24.     (W)     SCALED    
 EJ0702* NAVD 88     -        70.350  (meters)     230.81   (feet)  ADJUSTED  
 EJ0702  ___________________________________________________________________
 EJ0702  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EJ0702  DYNAMIC HT  -          70.282 (meters)     230.58  (feet)  COMP
 EJ0702  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 EJ0702
 EJ0702  VERT ORDER  -  SECOND    CLASS 0
 EJ0702
 EJ0702.The horizontal coordinates were scaled from a topographic map and have
 EJ0702.an estimated accuracy of +/- 6 seconds.
 EJ0702
 EJ0702.The orthometric height was determined by differential leveling
 EJ0702.and adjusted by the National Geodetic Survey in June 1991..
 EJ0702
 EJ0702.The geoid height was determined by GEOID03.
 EJ0702
 EJ0702.The dynamic height is computed by dividing the NAVD 88
 EJ0702.geopotential number by the normal gravity value computed on the
 EJ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0702.degrees latitude (g = 980.6199 gals.).
 EJ0702
 EJ0702.The modeled gravity was interpolated from observed gravity values.
 EJ0702
 EJ0702;                    North         East    Units  Estimated Accuracy
 EJ0702;SPC AR S     -   584,120.      341,100.      MT  (+/- 180 meters Scaled)
 EJ0702
 EJ0702                          SUPERSEDED SURVEY CONTROL
 EJ0702
 EJ0702  NGVD 29 (??/??/92)   70.376  (m)          230.89   (f) ADJ UNCH    2 0
 EJ0702
 EJ0702.Superseded values are not recommended for survey control.
 EJ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0702.See file dsdata.txt to determine how the superseded data were derived.
 EJ0702
 EJ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT331982(NAD 83)
 EJ0702_MARKER: DB = BENCH MARK DISK
 EJ0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0702_STAMPING: A 81 1935
 EJ0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0702+STABILITY: SURFACE MOTION
 EJ0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0702+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 EJ0702
 EJ0702  HISTORY     - Date     Condition        Report By
 EJ0702  HISTORY     - 1935     MONUMENTED       CGS
 EJ0702  HISTORY     - 1938     GOOD             ARGS
 EJ0702  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0702  HISTORY     - 20021121 GOOD             INDIV
 EJ0702
 EJ0702                          STATION DESCRIPTION
 EJ0702
 EJ0702'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1938
 EJ0702'IN POYEN.
 EJ0702'AT POYEN ON THE CHICAGO ROCK ISLAND AND PACIFIC RAILWAY, 0.1 MILE
 EJ0702'NORTH OF THE STATION, 2.3 FEET WEST OF POLE 12+04, 37 FEET WEST OF THE
 EJ0702'CENTER LINE OF THE MAIN TRACK, 73 FEET SOUTH OF THE SOUTHWEST CORNER
 EJ0702'OF RAILWAY SECTION TOOL HOUSE.  A STANDARD DISK, SET IN THE TOP OF A
 EJ0702'CONCRETE POST.
 EJ0702
 EJ0702                          STATION RECOVERY (1962)
 EJ0702
 EJ0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0702'MARK NOT FOUND.
 EJ0702
 EJ0702                          STATION RECOVERY (2002)
 EJ0702
 EJ0702'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLR)
 EJ0702'MARK LOCATED ON PROPERTY OF RANDY AND BRANDY HUGHES, 210 FRONT ST.,
 EJ0702'POYEN, AR 72128 NEAR NW CORNER OF MOBILE HOME TO BE SOON PLACED ON
 EJ0702'PROPERTY. 51.93' EAST OF CL FRONT ST. AND 86.33' SOUTH OF CL W. 1ST
 EJ0702'ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1015 ***********************************************************************
 EH1015  DESIGNATION -  A 82
 EH1015  PID         -  EH1015
 EH1015  STATE/COUNTY-  AR/LEE
 EH1015  USGS QUAD   -  MARIANNA (1992)
 EH1015
 EH1015                         *CURRENT SURVEY CONTROL
 EH1015  ___________________________________________________________________
 EH1015* NAD 83(1986)-  34 47 38.     (N)    090 47 25.     (W)     SCALED    
 EH1015* NAVD 88     -        65.746  (meters)     215.70   (feet)  ADJUSTED  
 EH1015  ___________________________________________________________________
 EH1015  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1015  DYNAMIC HT  -          65.685 (meters)     215.50  (feet)  COMP
 EH1015  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 EH1015
 EH1015  VERT ORDER  -  SECOND    CLASS 0
 EH1015
 EH1015.The horizontal coordinates were scaled from a topographic map and have
 EH1015.an estimated accuracy of +/- 6 seconds.
 EH1015
 EH1015.The orthometric height was determined by differential leveling
 EH1015.and adjusted by the National Geodetic Survey in June 1991..
 EH1015
 EH1015.The geoid height was determined by GEOID03.
 EH1015
 EH1015.The dynamic height is computed by dividing the NAVD 88
 EH1015.geopotential number by the normal gravity value computed on the
 EH1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1015.degrees latitude (g = 980.6199 gals.).
 EH1015
 EH1015.The modeled gravity was interpolated from observed gravity values.
 EH1015
 EH1015;                    North         East    Units  Estimated Accuracy
 EH1015;SPC AR S     -   636,600.      510,710.      MT  (+/- 180 meters Scaled)
 EH1015
 EH1015                          SUPERSEDED SURVEY CONTROL
 EH1015
 EH1015  NGVD 29 (??/??/??)   65.751  (m)          215.72   (f) ADJUSTED    2 0
 EH1015
 EH1015.Superseded values are not recommended for survey control.
 EH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1015.See file dsdata.txt to determine how the superseded data were derived.
 EH1015
 EH1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU021524(NAD 83)
 EH1015_MARKER: DB = BENCH MARK DISK
 EH1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1015_STAMPING: A-82 1935
 EH1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1015+STABILITY: SURFACE MOTION
 EH1015
 EH1015  HISTORY     - Date     Condition        Report By
 EH1015  HISTORY     - 1935     MONUMENTED       CGS
 EH1015  HISTORY     - 20030305 MARK NOT FOUND   USACE
 EH1015
 EH1015                          STATION DESCRIPTION
 EH1015
 EH1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1015'1 MI S FROM FELTON.
 EH1015'ABOUT .3 MILE SOUTHEAST OF RAILROAD CURVE.  ABOUT 700 FEET SOUTHEAST
 EH1015'OF CONCRETE CULVERT UNDER RAILROAD.  85 FEET SOUTH OF M.P.311.  32
 EH1015'FEET SOUTHWEST OF CENTERLINE OF MISSOURI PACIFIC R.R. 35 FEET
 EH1015'SOUTHWEST OF TELEGRAPH POLE. TABLET SET IN PRECAST CONCRETE POST.
 EH1015
 EH1015                          STATION RECOVERY (2003)
 EH1015
 EH1015'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1285 ***********************************************************************
 EH1285  DESIGNATION -  A 85
 EH1285  PID         -  EH1285
 EH1285  STATE/COUNTY-  AR/MONROE
 EH1285  USGS QUAD   -  BRINKLEY (1971)
 EH1285
 EH1285                         *CURRENT SURVEY CONTROL
 EH1285  ___________________________________________________________________
 EH1285* NAD 83(1986)-  34 57 44.     (N)    091 11 33.     (W)     SCALED    
 EH1285* NAVD 88     -        59.221  (meters)     194.29   (feet)  ADJUSTED  
 EH1285  ___________________________________________________________________
 EH1285  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1285  DYNAMIC HT  -          59.167 (meters)     194.12  (feet)  COMP
 EH1285  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 EH1285
 EH1285  VERT ORDER  -  SECOND    CLASS 0
 EH1285
 EH1285.The horizontal coordinates were scaled from a topographic map and have
 EH1285.an estimated accuracy of +/- 6 seconds.
 EH1285
 EH1285.The orthometric height was determined by differential leveling
 EH1285.and adjusted by the National Geodetic Survey in June 1991..
 EH1285
 EH1285.The geoid height was determined by GEOID03.
 EH1285
 EH1285.The dynamic height is computed by dividing the NAVD 88
 EH1285.geopotential number by the normal gravity value computed on the
 EH1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1285.degrees latitude (g = 980.6199 gals.).
 EH1285
 EH1285.The modeled gravity was interpolated from observed gravity values.
 EH1285
 EH1285;                    North         East    Units  Estimated Accuracy
 EH1285;SPC AR S     -   654,910.      473,750.      MT  (+/- 180 meters Scaled)
 EH1285
 EH1285                          SUPERSEDED SURVEY CONTROL
 EH1285
 EH1285  NGVD 29 (??/??/??)   59.209  (m)          194.25   (f) ADJUSTED    2 0
 EH1285
 EH1285.Superseded values are not recommended for survey control.
 EH1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1285.See file dsdata.txt to determine how the superseded data were derived.
 EH1285
 EH1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU650703(NAD 83)
 EH1285_MARKER: DB = BENCH MARK DISK
 EH1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1285_STAMPING: A 85 1935
 EH1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1285+STABILITY: SURFACE MOTION
 EH1285
 EH1285  HISTORY     - Date     Condition        Report By
 EH1285  HISTORY     - 1935     MONUMENTED       CGS
 EH1285  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH1285
 EH1285                          STATION DESCRIPTION
 EH1285
 EH1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1285'1 MI NW FROM FARGO.
 EH1285'ABOUT 1 MILE NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY
 EH1285'FROM THE CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT FARGO,
 EH1285'MONROE COUNTY, ABOUT 0.7 MILE EAST OF THE WATER STOP AT DEVUE, 34 FEET
 EH1285'NORTHWEST OF THE EIGHTEENTH POLE SOUTHEAST OF MILEPOST 310, ABOUT 120
 EH1285'FEET NORTH OF THE CENTER OF A COUNTY-ROAD CROSSING, ABOUT 55 FEET EAST
 EH1285'OF THE CATTLE GUARD, 39 FEET NORTHEAST OF THE CENTER LINE OF THE
 EH1285'TRACK, 4 FEET SOUTHWEST OF THE FOOT OF THE BANK, AND ABOUT 1.5 FEET
 EH1285'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 85 1935
 EH1285'AND SET IN THE TOP OF A CONCRETE POST.
 EH1285'THE MARK WAS NOT RECOVERED AFTER MUCH DIGGING AND PROBEING.
 EH1285
 EH1285                          STATION RECOVERY (1970)
 EH1285
 EH1285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0594 ***********************************************************************
 FF0594  DESIGNATION -  A 86
 FF0594  PID         -  FF0594
 FF0594  STATE/COUNTY-  AR/CROSS
 FF0594  USGS QUAD   -  PARKIN (1993)
 FF0594
 FF0594                         *CURRENT SURVEY CONTROL
 FF0594  ___________________________________________________________________
 FF0594* NAD 83(1986)-  35 16 00.     (N)    090 34 08.     (W)     SCALED    
 FF0594* NAVD 88     -        64.359  (meters)     211.15   (feet)  POSTED    
 FF0594  ___________________________________________________________________
 FF0594  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0594  DYNAMIC HT  -          64.300 (meters)     210.96  (feet)  COMP
 FF0594  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 FF0594
 FF0594  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0594
 FF0594.The horizontal coordinates were scaled from a topographic map and have
 FF0594.an estimated accuracy of +/- 6 seconds.
 FF0594
 FF0594.The orthometric height was determined by differential leveling
 FF0594.and adjusted by the National Geodetic Survey in 1992..
 FF0594.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0594.rate of 1.1 thru 2.0 mm/km.
 FF0594
 FF0594.The geoid height was determined by GEOID03.
 FF0594
 FF0594.The dynamic height is computed by dividing the NAVD 88
 FF0594.geopotential number by the normal gravity value computed on the
 FF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0594.degrees latitude (g = 980.6199 gals.).
 FF0594
 FF0594.The modeled gravity was interpolated from observed gravity values.
 FF0594
 FF0594;                    North         East    Units  Estimated Accuracy
 FF0594;SPC AR N     -   104,490.      530,210.      MT  (+/- 180 meters Scaled)
 FF0594
 FF0594                          SUPERSEDED SURVEY CONTROL
 FF0594
 FF0594  NGVD 29 (??/??/??)   64.348  (m)          211.12   (f) ADJUSTED    2 0
 FF0594
 FF0594.Superseded values are not recommended for survey control.
 FF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0594.See file dsdata.txt to determine how the superseded data were derived.
 FF0594
 FF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV211053(NAD 83)
 FF0594_MARKER: DB = BENCH MARK DISK
 FF0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0594_STAMPING: A 86 1935
 FF0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0594+STABILITY: SURFACE MOTION
 FF0594
 FF0594  HISTORY     - Date     Condition        Report By
 FF0594  HISTORY     - 1935     MONUMENTED       CGS
 FF0594  HISTORY     - 20030512 MARK NOT FOUND   USACE
 FF0594
 FF0594                          STATION DESCRIPTION
 FF0594
 FF0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0594'1 MI W FROM PARKIN.
 FF0594'ABOUT 1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0594'STATION AT PARKIN, CROSS COUNTY, AT DUNN, ABOUT 130 FEET
 FF0594'SOUTHEAST OF MILEPOST 346, 53.5 FEET SOUTH OF THE CENTER OF THE
 FF0594'EAST END OF BRIDGE 100 A, 38.4 FEET SOUTHWEST OF THE CENTER
 FF0594'LINE OF THE TRACK, 11.4 FEET NORTHEAST OF THE RIGHT-OF-WAY
 FF0594'FENCE, AND ABOUT 10 FEET LOWER THAN THE TOP OF THE RAIL.  A
 FF0594'STANDARD DISK, STAMPED A 86 1935 AND SET IN THE TOP OF A CONCRETE
 FF0594'POST.
 FF0594
 FF0594                          STATION RECOVERY (2003)
 FF0594
 FF0594'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1393 ***********************************************************************
 FF1393  DESIGNATION -  A 87
 FF1393  PID         -  FF1393
 FF1393  STATE/COUNTY-  AR/WHITE
 FF1393  USGS QUAD   -  JASMINE (1994)
 FF1393
 FF1393                         *CURRENT SURVEY CONTROL
 FF1393  ___________________________________________________________________
 FF1393* NAD 83(1986)-  35 04 54.     (N)    091 36 07.     (W)     SCALED    
 FF1393* NAVD 88     -        63.062  (meters)     206.90   (feet)  ADJUSTED  
 FF1393  ___________________________________________________________________
 FF1393  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF1393  DYNAMIC HT  -          63.004 (meters)     206.71  (feet)  COMP
 FF1393  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 FF1393
 FF1393  VERT ORDER  -  FIRST     CLASS II
 FF1393
 FF1393.The horizontal coordinates were scaled from a topographic map and have
 FF1393.an estimated accuracy of +/- 6 seconds.
 FF1393
 FF1393.The orthometric height was determined by differential leveling
 FF1393.and adjusted by the National Geodetic Survey in June 1991..
 FF1393
 FF1393.The geoid height was determined by GEOID03.
 FF1393
 FF1393.The dynamic height is computed by dividing the NAVD 88
 FF1393.geopotential number by the normal gravity value computed on the
 FF1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1393.degrees latitude (g = 980.6199 gals.).
 FF1393
 FF1393.The modeled gravity was interpolated from observed gravity values.
 FF1393
 FF1393;                    North         East    Units  Estimated Accuracy
 FF1393;SPC AR N     -    83,100.      436,300.      MT  (+/- 180 meters Scaled)
 FF1393
 FF1393                          SUPERSEDED SURVEY CONTROL
 FF1393
 FF1393  NGVD 29 (??/??/??)   63.042  (m)          206.83   (f) ADJUSTED    1 2
 FF1393
 FF1393.Superseded values are not recommended for survey control.
 FF1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1393.See file dsdata.txt to determine how the superseded data were derived.
 FF1393
 FF1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU274829(NAD 83)
 FF1393_MARKER: DB = BENCH MARK DISK
 FF1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1393_STAMPING: A 87 1935
 FF1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1393+STABILITY: SURFACE MOTION
 FF1393
 FF1393  HISTORY     - Date     Condition        Report By
 FF1393  HISTORY     - 1935     MONUMENTED       CGS
 FF1393  HISTORY     - 1955     GOOD             CGS
 FF1393  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1393
 FF1393                          STATION DESCRIPTION
 FF1393
 FF1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1393'3.8 MI SE FROM GRIFFITHVILLE.
 FF1393'3.8 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1393'RAILROAD FROM THE STATION AT GRIFFITHVILLE, 300 FEET NORTHWEST
 FF1393'OF THE STATION SIGN AT BELCHER SIDING, 74 FEET WEST OF THE
 FF1393'CENTER OF A DIRT ROAD CROSSING, 50 FEET SOUTHWEST OF THE
 FF1393'SOUTHWEST RAIL OF THE MAIN TRACK, 24 FEET NORTHEAST OF THE
 FF1393'NORTHEAST CORNER OF A HOUSE, 2 FEET SOUTHEAST OF A WITNESS POST,
 FF1393'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 FF1393'THE GROUND.
 FF1393
 FF1393                          STATION RECOVERY (2003)
 FF1393
 FF1393'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0214 ***********************************************************************
 EK0214  DESIGNATION -  A 89
 EK0214  PID         -  EK0214
 EK0214  STATE/COUNTY-  AR/HOWARD
 EK0214  USGS QUAD   -  UMPIRE (1986)
 EK0214
 EK0214                         *CURRENT SURVEY CONTROL
 EK0214  ___________________________________________________________________
 EK0214* NAD 83(1986)-  34 21 08.     (N)    094 02 33.     (W)     SCALED    
 EK0214* NAVD 88     -       354.683  (meters)    1163.66   (feet)  ADJUSTED  
 EK0214  ___________________________________________________________________
 EK0214  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 EK0214  DYNAMIC HT  -         354.315 (meters)    1162.45  (feet)  COMP
 EK0214  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 EK0214
 EK0214  VERT ORDER  -  SECOND    CLASS 0
 EK0214
 EK0214.The horizontal coordinates were scaled from a topographic map and have
 EK0214.an estimated accuracy of +/- 6 seconds.
 EK0214
 EK0214.The orthometric height was determined by differential leveling
 EK0214.and adjusted by the National Geodetic Survey in June 1991..
 EK0214
 EK0214.The geoid height was determined by GEOID03.
 EK0214
 EK0214.The dynamic height is computed by dividing the NAVD 88
 EK0214.geopotential number by the normal gravity value computed on the
 EK0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0214.degrees latitude (g = 980.6199 gals.).
 EK0214
 EK0214.The modeled gravity was interpolated from observed gravity values.
 EK0214
 EK0214;                    North         East    Units  Estimated Accuracy
 EK0214;SPC AR S     -   588,830.      212,110.      MT  (+/- 180 meters Scaled)
 EK0214
 EK0214                          SUPERSEDED SURVEY CONTROL
 EK0214
 EK0214  NGVD 29 (??/??/92)  354.628  (m)         1163.48   (f) ADJ UNCH    2 0
 EK0214
 EK0214.Superseded values are not recommended for survey control.
 EK0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0214.See file dsdata.txt to determine how the superseded data were derived.
 EK0214
 EK0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU041017(NAD 83)
 EK0214_MARKER: DB = BENCH MARK DISK
 EK0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0214_STAMPING: A-89 1935
 EK0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0214+STABILITY: SURFACE MOTION
 EK0214
 EK0214  HISTORY     - Date     Condition        Report By
 EK0214  HISTORY     - 1935     MONUMENTED       CGS
 EK0214  HISTORY     - 1961     GOOD             NGS
 EK0214  HISTORY     - 1983     MARK NOT FOUND   USGS
 EK0214
 EK0214                          STATION DESCRIPTION
 EK0214
 EK0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0214'5.3 MI NW FROM ATHENS.
 EK0214'5.3 MILES NORTHWEST OF, ALONG ATHENS-HARTLEY ROAD, FROM ATHENS
 EK0214'SCHOOL HOUSE.  ABOUT 27 0 FEET SOUTHEAST OF MARKER OF
 EK0214'HOWARD-POLK COUNTY LINE, AT JUNCTION OF DIM ROAD NORTH-SOUTH,
 EK0214'30.5 FEET NORTHWEST OF A BLAZED OAK TREE 1 FT. IN DIAMETER,
 EK0214'20.5 FEET NORTHEAST OF ROAD CENTERLINE AT CURVE.  TABLET SET
 EK0214'IN TOP OF PRECAST CONCRETE POST.
 EK0214
 EK0214                          STATION RECOVERY (1961)
 EK0214
 EK0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0214'RECOVERED IN GOOD CONDITION.
 EK0214
 EK0214                          STATION RECOVERY (1983)
 EK0214
 EK0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EK0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0951 ***********************************************************************
 FF0951  DESIGNATION -  A 9
 FF0951  PID         -  FF0951
 FF0951  STATE/COUNTY-  AR/JACKSON
 FF0951  USGS QUAD   -  NEWPORT (1981)
 FF0951
 FF0951                         *CURRENT SURVEY CONTROL
 FF0951  ___________________________________________________________________
 FF0951* NAD 83(1986)-  35 35 14.     (N)    091 19 15.     (W)     SCALED    
 FF0951* NAVD 88     -        69.694  (meters)     228.65   (feet)  ADJUSTED  
 FF0951  ___________________________________________________________________
 FF0951  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF0951  DYNAMIC HT  -          69.634 (meters)     228.46  (feet)  COMP
 FF0951  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 FF0951
 FF0951  VERT ORDER  -  FIRST     CLASS II
 FF0951
 FF0951.The horizontal coordinates were scaled from a topographic map and have
 FF0951.an estimated accuracy of +/- 6 seconds.
 FF0951
 FF0951.The orthometric height was determined by differential leveling
 FF0951.and adjusted by the National Geodetic Survey in June 1991..
 FF0951
 FF0951.The geoid height was determined by GEOID03.
 FF0951
 FF0951.The dynamic height is computed by dividing the NAVD 88
 FF0951.geopotential number by the normal gravity value computed on the
 FF0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0951.degrees latitude (g = 980.6199 gals.).
 FF0951
 FF0951.The modeled gravity was interpolated from observed gravity values.
 FF0951
 FF0951;                    North         East    Units  Estimated Accuracy
 FF0951;SPC AR N     -   139,320.      461,550.      MT  (+/- 180 meters Scaled)
 FF0951
 FF0951                          SUPERSEDED SURVEY CONTROL
 FF0951
 FF0951  NGVD 29 (??/??/??)   69.632  (m)          228.45   (f) ADJUSTED    1 2
 FF0951
 FF0951.Superseded values are not recommended for survey control.
 FF0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0951.See file dsdata.txt to determine how the superseded data were derived.
 FF0951
 FF0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV521394(NAD 83)
 FF0951_MARKER: DB = BENCH MARK DISK
 FF0951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0951_SP_SET: PIER
 FF0951_STAMPING: 228.451 A 9 1931
 FF0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0951
 FF0951  HISTORY     - Date     Condition        Report By
 FF0951  HISTORY     - 1931     MONUMENTED       CGS
 FF0951  HISTORY     - 1962     MARK NOT FOUND   USGS
 FF0951
 FF0951                          STATION DESCRIPTION
 FF0951
 FF0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0951'2.5 MI SW FROM NEWPORT.
 FF0951'ABOUT 2-1/2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0951'FROM THE STATION AT NEWPORT, JACKSON COUNTY, AT BRIDGE 314 OVER
 FF0951'WHITE RIVER, AND IN THE WEST END OF THE FIRST PIER SOUTH OF THE
 FF0951'SOUTH END OF THE TRUSSES.  A STANDARD DISK, STAMPED 228.451 A 9
 FF0951'1931.
 FF0951
 FF0951                          STATION RECOVERY (1962)
 FF0951
 FF0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FF0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1449 ***********************************************************************
 DK1449  DESIGNATION -  A 90
 DK1449  PID         -  DK1449
 DK1449  STATE/COUNTY-  AR/DREW
 DK1449  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1449
 DK1449                         *CURRENT SURVEY CONTROL
 DK1449  ___________________________________________________________________
 DK1449* NAD 83(1986)-  33 38 25.     (N)    091 47 33.     (W)     SCALED    
 DK1449* NAVD 88     -        85.375  (meters)     280.10   (feet)  ADJUSTED  
 DK1449  ___________________________________________________________________
 DK1449  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK1449  DYNAMIC HT  -          85.288 (meters)     279.82  (feet)  COMP
 DK1449  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 DK1449
 DK1449  VERT ORDER  -  SECOND    CLASS 0
 DK1449
 DK1449.The horizontal coordinates were scaled from a topographic map and have
 DK1449.an estimated accuracy of +/- 6 seconds.
 DK1449
 DK1449.The orthometric height was determined by differential leveling
 DK1449.and adjusted by the National Geodetic Survey in June 1991..
 DK1449
 DK1449.The geoid height was determined by GEOID03.
 DK1449
 DK1449.The dynamic height is computed by dividing the NAVD 88
 DK1449.geopotential number by the normal gravity value computed on the
 DK1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1449.degrees latitude (g = 980.6199 gals.).
 DK1449
 DK1449.The modeled gravity was interpolated from observed gravity values.
 DK1449
 DK1449;                    North         East    Units  Estimated Accuracy
 DK1449;SPC AR S     -   508,010.      419,250.      MT  (+/- 180 meters Scaled)
 DK1449
 DK1449                          SUPERSEDED SURVEY CONTROL
 DK1449
 DK1449  NGVD 29 (??/??/??)   85.478  (m)          280.44   (f) ADJUSTED    2 0
 DK1449
 DK1449.Superseded values are not recommended for survey control.
 DK1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1449.See file dsdata.txt to determine how the superseded data were derived.
 DK1449
 DK1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT119229(NAD 83)
 DK1449_MARKER: DB = BENCH MARK DISK
 DK1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1449_STAMPING: A-90 1935
 DK1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1449+STABILITY: SURFACE MOTION
 DK1449
 DK1449  HISTORY     - Date     Condition        Report By
 DK1449  HISTORY     - 1935     MONUMENTED       CGS
 DK1449  HISTORY     - 1965     MARK NOT FOUND   USGS
 DK1449
 DK1449                          STATION DESCRIPTION
 DK1449
 DK1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1449'1.1 MI N FROM MONTICELLO.
 DK1449'1.1 MILE NORTH OF, ALONG ST.HWY.13, FROM COURTHOUSE IN THE SOUTH EDGE
 DK1449'OF THE BAPTIST ORPHANAGE GROUNDS.  30 FEET NORTH OF CENTER OF STATE
 DK1449'HWY.13.  WHERE THE HIGHWAY MAKES A SHARP BEND SOUTH.  18 FEET
 DK1449'SOUTHWEST OF THE CENTER OF THE WEST GATE TO THE ORPHANAGE.  10 FEET
 DK1449'WEST OF THE SOUTHWEST GATE POST.  TABLET SET IN PRECAST CONCRETE POST.
 DK1449
 DK1449                          STATION RECOVERY (1965)
 DK1449
 DK1449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DK1449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0157 ***********************************************************************
 DL0157  DESIGNATION -  A 92
 DL0157  PID         -  DL0157
 DL0157  STATE/COUNTY-  AR/BRADLEY
 DL0157  USGS QUAD   -  HERMITAGE (1985)
 DL0157
 DL0157                         *CURRENT SURVEY CONTROL
 DL0157  ___________________________________________________________________
 DL0157* NAD 83(1986)-  33 26 38.     (N)    092 10 45.     (W)     SCALED    
 DL0157* NAVD 88     -        42.806  (meters)     140.44   (feet)  ADJUSTED  
 DL0157  ___________________________________________________________________
 DL0157  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DL0157  DYNAMIC HT  -          42.761 (meters)     140.29  (feet)  COMP
 DL0157  MODELED GRAV-     979,592.3   (mgal)                       NAVD 88
 DL0157
 DL0157  VERT ORDER  -  SECOND    CLASS 0
 DL0157
 DL0157.The horizontal coordinates were scaled from a topographic map and have
 DL0157.an estimated accuracy of +/- 6 seconds.
 DL0157
 DL0157.The orthometric height was determined by differential leveling
 DL0157.and adjusted by the National Geodetic Survey in June 1991..
 DL0157
 DL0157.The geoid height was determined by GEOID03.
 DL0157
 DL0157.The dynamic height is computed by dividing the NAVD 88
 DL0157.geopotential number by the normal gravity value computed on the
 DL0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0157.degrees latitude (g = 980.6199 gals.).
 DL0157
 DL0157.The modeled gravity was interpolated from observed gravity values.
 DL0157
 DL0157;                    North         East    Units  Estimated Accuracy
 DL0157;SPC AR S     -   486,220.      383,340.      MT  (+/- 180 meters Scaled)
 DL0157
 DL0157                          SUPERSEDED SURVEY CONTROL
 DL0157
 DL0157  NGVD 29 (??/??/92)   42.880  (m)          140.68   (f) ADJ UNCH    2 0
 DL0157
 DL0157.Superseded values are not recommended for survey control.
 DL0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0157.See file dsdata.txt to determine how the superseded data were derived.
 DL0157
 DL0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT762007(NAD 83)
 DL0157_MARKER: DB = BENCH MARK DISK
 DL0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0157_STAMPING: A 92 1935
 DL0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0157+STABILITY: SURFACE MOTION
 DL0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0157+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 DL0157
 DL0157  HISTORY     - Date     Condition        Report By
 DL0157  HISTORY     - 1935     MONUMENTED       CGS
 DL0157  HISTORY     - 1964     GOOD             NGS
 DL0157  HISTORY     - 20060106 GOOD             ARHD
 DL0157
 DL0157                          STATION DESCRIPTION
 DL0157
 DL0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0157'IN HERMITAGE.
 DL0157'AT HERMITAGE, BRADLEY COUNTY, 0.2 MILE SOUTH OF THE CHICAGO, ROCK
 DL0157'ISLAND AND PACIFIC RAILROAD STATION, AT MILEAGE 16.6, 102.4 FEET
 DL0157'NORTHWEST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 15, 97.8
 DL0157'FEET WEST OF THE CENTERLINE OF THE TRACK, 68.9 FEET SOUTHWEST OF POLE
 DL0157'16+16, 16.2 FEET NORTH OF THE NORTHEAST CORNER OF A FIELD FENCE, 7.5
 DL0157'FEET NORTH OF THE NORTH END OF A WOODEN GATE, AND 1.3 FEET EAST OF A
 DL0157'FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED A 92 1935 AND
 DL0157'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 4 FEET NORTH OF THE NORTH
 DL0157'END OF A WOODEN GATE AT SOUTHEAST CORNER OF FIELD AND 1.3 FEET EAST OF
 DL0157'FENCE.
 DL0157
 DL0157                          STATION RECOVERY (1964)
 DL0157
 DL0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0157'RECOVERED IN GOOD CONDITION.
 DL0157
 DL0157                          STATION RECOVERY (2006)
 DL0157
 DL0157'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DL0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1266 ***********************************************************************
 FG1266  DESIGNATION -  A 93
 FG1266  PID         -  FG1266
 FG1266  STATE/COUNTY-  AR/JOHNSON
 FG1266  USGS QUAD   -  HUNT (1963)
 FG1266
 FG1266                         *CURRENT SURVEY CONTROL
 FG1266  ___________________________________________________________________
 FG1266* NAD 83(1986)-  35 30 38.     (N)    093 39 22.     (W)     SCALED    
 FG1266* NAVD 88     -       148.556  (meters)     487.39   (feet)  ADJUSTED  
 FG1266  ___________________________________________________________________
 FG1266  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FG1266  DYNAMIC HT  -         148.419 (meters)     486.94  (feet)  COMP
 FG1266  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 FG1266
 FG1266  VERT ORDER  -  SECOND    CLASS 0
 FG1266
 FG1266.The horizontal coordinates were scaled from a topographic map and have
 FG1266.an estimated accuracy of +/- 6 seconds.
 FG1266
 FG1266.The orthometric height was determined by differential leveling
 FG1266.and adjusted by the National Geodetic Survey in June 1991..
 FG1266
 FG1266.The geoid height was determined by GEOID03.
 FG1266
 FG1266.The dynamic height is computed by dividing the NAVD 88
 FG1266.geopotential number by the normal gravity value computed on the
 FG1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1266.degrees latitude (g = 980.6199 gals.).
 FG1266
 FG1266.The modeled gravity was interpolated from observed gravity values.
 FG1266
 FG1266;                    North         East    Units  Estimated Accuracy
 FG1266;SPC AR N     -   131,870.      249,780.      MT  (+/- 180 meters Scaled)
 FG1266
 FG1266                          SUPERSEDED SURVEY CONTROL
 FG1266
 FG1266  NGVD 29 (??/??/92)  148.513  (m)          487.25   (f) ADJ UNCH    2 0
 FG1266
 FG1266.Superseded values are not recommended for survey control.
 FG1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1266.See file dsdata.txt to determine how the superseded data were derived.
 FG1266
 FG1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV405298(NAD 83)
 FG1266_MARKER: DB = BENCH MARK DISK
 FG1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1266_STAMPING: A 93 1935
 FG1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1266+STABILITY: SURFACE MOTION
 FG1266
 FG1266  HISTORY     - Date     Condition        Report By
 FG1266  HISTORY     - 1935     MONUMENTED       CGS
 FG1266  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1266
 FG1266                          STATION DESCRIPTION
 FG1266
 FG1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1266'1.6 MI S FROM HUNT.
 FG1266'1.6 MILES SOUTH ALONG THE COAL HILL-HUNT ROAD FROM THE WALTER TEMPLE
 FG1266'HOME AT HUNT, JOHNSON COUNTY, 250 FEET WEST OF THE J. F. YATE
 FG1266'FARMHOUSE, 225 FEET SOUTH OF A ROAD JUNCTION, 150 FEET NORTH-EAST OF
 FG1266'NORTH-SIDE OF A STREAM, 41 FEET EAST OF THE CENTERLINE OF THE ROAD, 26
 FG1266'FEET EAST OF A NORTHWEST FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE. A
 FG1266'STANDARD DISK, STAMPED A 93 1935 AND SET IN THE TOP OF A CONCRETE
 FG1266'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1400 ***********************************************************************
 FG1400  DESIGNATION -  A 94
 FG1400  PID         -  FG1400
 FG1400  STATE/COUNTY-  AR/FRANKLIN
 FG1400  USGS QUAD   -  WATALULA (1973)
 FG1400
 FG1400                         *CURRENT SURVEY CONTROL
 FG1400  ___________________________________________________________________
 FG1400* NAD 83(1986)-  35 30 25.     (N)    093 48 50.     (W)     SCALED    
 FG1400* NAVD 88     -       146.792  (meters)     481.60   (feet)  ADJUSTED  
 FG1400  ___________________________________________________________________
 FG1400  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FG1400  DYNAMIC HT  -         146.657 (meters)     481.16  (feet)  COMP
 FG1400  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 FG1400
 FG1400  VERT ORDER  -  SECOND    CLASS 0
 FG1400
 FG1400.The horizontal coordinates were scaled from a topographic map and have
 FG1400.an estimated accuracy of +/- 6 seconds.
 FG1400
 FG1400.The orthometric height was determined by differential leveling
 FG1400.and adjusted by the National Geodetic Survey in June 1991..
 FG1400
 FG1400.The geoid height was determined by GEOID03.
 FG1400
 FG1400.The dynamic height is computed by dividing the NAVD 88
 FG1400.geopotential number by the normal gravity value computed on the
 FG1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1400.degrees latitude (g = 980.6199 gals.).
 FG1400
 FG1400.The modeled gravity was interpolated from observed gravity values.
 FG1400
 FG1400;                    North         East    Units  Estimated Accuracy
 FG1400;SPC AR N     -   131,720.      235,460.      MT  (+/- 180 meters Scaled)
 FG1400
 FG1400                          SUPERSEDED SURVEY CONTROL
 FG1400
 FG1400  NGVD 29 (??/??/92)  146.743  (m)          481.44   (f) ADJ UNCH    2 0
 FG1400
 FG1400.Superseded values are not recommended for survey control.
 FG1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1400.See file dsdata.txt to determine how the superseded data were derived.
 FG1400
 FG1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV261295(NAD 83)
 FG1400_MARKER: DB = BENCH MARK DISK
 FG1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1400_STAMPING: A 94 1935
 FG1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1400+STABILITY: SURFACE MOTION
 FG1400
 FG1400  HISTORY     - Date     Condition        Report By
 FG1400  HISTORY     - 1935     MONUMENTED       CGS
 FG1400  HISTORY     - 1959     POOR             NGS
 FG1400  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1400
 FG1400                          STATION DESCRIPTION
 FG1400
 FG1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1400'1.8 MI NE FROM OZARK.
 FG1400'1.8 MILES NORTHEAST ALONG THE HUNT ROAD FROM THE COURTHOUSE AT OZARK,
 FG1400'FRANKLIN COUNTY, 84 FEET SOUTH OF A CEDAR-WOODED HILLSIDE, 78 FEET
 FG1400'EAST OF THE NORTHEAST CORNER OF THE D. M. RICHARD FARMHOUSE, 63 FEET
 FG1400'SOUTH OF THE CENTERLINE OF A ROAD, 55 FEET EAST OF A STONE FENCE, 35
 FG1400'FEET SOUTH OF AN ELM TREE, 2 FEET NORTHEAST OF A POST, AND 1 FOOT
 FG1400'NORTH OF A FENCE.  A STANDARD DISK, STAMPED A 94 1935 AND SET IN THE
 FG1400'TOP OF A CONCRETE POST.  THIS MARK IS LOCATED 1.8 MILES NORTH AND
 FG1400'NORTHEAST ALONG A COUNTY ROAD FROM THE NORTHEAST CORNER OF THE COURT
 FG1400'HOUSE SQUARE IN OZARK.
 FG1400
 FG1400                          STATION RECOVERY (1972)
 FG1400
 FG1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1481 ***********************************************************************
 FG1481  DESIGNATION -  A 95
 FG1481  PID         -  FG1481
 FG1481  STATE/COUNTY-  AR/JOHNSON
 FG1481  USGS QUAD   -  HUNT (1963)
 FG1481
 FG1481                         *CURRENT SURVEY CONTROL
 FG1481  ___________________________________________________________________
 FG1481* NAD 83(1986)-  35 34 09.     (N)    093 38 49.     (W)     SCALED    
 FG1481* NAVD 88     -       245.144  (meters)     804.28   (feet)  ADJUSTED  
 FG1481  ___________________________________________________________________
 FG1481  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FG1481  DYNAMIC HT  -         244.910 (meters)     803.51  (feet)  COMP
 FG1481  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 FG1481
 FG1481  VERT ORDER  -  SECOND    CLASS 0
 FG1481
 FG1481.The horizontal coordinates were scaled from a topographic map and have
 FG1481.an estimated accuracy of +/- 6 seconds.
 FG1481
 FG1481.The orthometric height was determined by differential leveling
 FG1481.and adjusted by the National Geodetic Survey in June 1991..
 FG1481
 FG1481.The geoid height was determined by GEOID03.
 FG1481
 FG1481.The dynamic height is computed by dividing the NAVD 88
 FG1481.geopotential number by the normal gravity value computed on the
 FG1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1481.degrees latitude (g = 980.6199 gals.).
 FG1481
 FG1481.The modeled gravity was interpolated from observed gravity values.
 FG1481
 FG1481;                    North         East    Units  Estimated Accuracy
 FG1481;SPC AR N     -   138,350.      250,720.      MT  (+/- 180 meters Scaled)
 FG1481
 FG1481                          SUPERSEDED SURVEY CONTROL
 FG1481
 FG1481  NGVD 29 (??/??/92)  245.088  (m)          804.09   (f) ADJ UNCH    2 0
 FG1481
 FG1481.Superseded values are not recommended for survey control.
 FG1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1481.See file dsdata.txt to determine how the superseded data were derived.
 FG1481
 FG1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV413363(NAD 83)
 FG1481_MARKER: DB = BENCH MARK DISK
 FG1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1481_STAMPING: A 95 1935
 FG1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1481+STABILITY: SURFACE MOTION
 FG1481
 FG1481  HISTORY     - Date     Condition        Report By
 FG1481  HISTORY     - 1935     MONUMENTED       CGS
 FG1481
 FG1481                          STATION DESCRIPTION
 FG1481
 FG1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1481'3.5 MI N FROM HUNT.
 FG1481'3.5 MILES NORTH ALONG THE HUNT-BATSON ROAD FROM THE WALTER TEMPLE HOME
 FG1481'AT HUNT, JOHNSON COUNTY, 1.6 MILES NORTH OF THE H. E. DRAKE FARMHOUSE,
 FG1481'AT A ROAD JUNCTION, ON A TRAIL UP GRASSY POINT MOUNTAIN, ON A
 FG1481'HILLSIDE, 0.2 MILE SOUTH OF THE JOHN MULLINS FARMHOUSE, 53 FEET NORTH
 FG1481'OF THE CENTERLINE OF THE ROAD, 11 FEET WEST OF A 16-INCH PINE TREE,
 FG1481'AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED A 95 1935 AND
 FG1481'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0653 ***********************************************************************
 EJ0653  DESIGNATION -  A 97
 EJ0653  PID         -  EJ0653
 EJ0653  STATE/COUNTY-  AR/GRANT
 EJ0653  USGS QUAD   -  REDFIELD (1984)
 EJ0653
 EJ0653                         *CURRENT SURVEY CONTROL
 EJ0653  ___________________________________________________________________
 EJ0653* NAD 83(1986)-  34 22 36.     (N)    092 14 16.     (W)     SCALED    
 EJ0653* NAVD 88     -        84.525  (meters)     277.31   (feet)  ADJUSTED  
 EJ0653  ___________________________________________________________________
 EJ0653  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ0653  DYNAMIC HT  -          84.445 (meters)     277.05  (feet)  COMP
 EJ0653  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 EJ0653
 EJ0653  VERT ORDER  -  SECOND    CLASS 0
 EJ0653
 EJ0653.The horizontal coordinates were scaled from a topographic map and have
 EJ0653.an estimated accuracy of +/- 6 seconds.
 EJ0653
 EJ0653.The orthometric height was determined by differential leveling
 EJ0653.and adjusted by the National Geodetic Survey in June 1991..
 EJ0653
 EJ0653.The geoid height was determined by GEOID03.
 EJ0653
 EJ0653.The dynamic height is computed by dividing the NAVD 88
 EJ0653.geopotential number by the normal gravity value computed on the
 EJ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0653.degrees latitude (g = 980.6199 gals.).
 EJ0653
 EJ0653.The modeled gravity was interpolated from observed gravity values.
 EJ0653
 EJ0653;                    North         East    Units  Estimated Accuracy
 EJ0653;SPC AR S     -   589,690.      378,130.      MT  (+/- 180 meters Scaled)
 EJ0653
 EJ0653                          SUPERSEDED SURVEY CONTROL
 EJ0653
 EJ0653  NGVD 29 (??/??/92)   84.583  (m)          277.50   (f) ADJ UNCH    2 0
 EJ0653
 EJ0653.Superseded values are not recommended for survey control.
 EJ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0653.See file dsdata.txt to determine how the superseded data were derived.
 EJ0653
 EJ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU700041(NAD 83)
 EJ0653_MARKER: DB = BENCH MARK DISK
 EJ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0653_STAMPING: A 97 1935
 EJ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0653+STABILITY: SURFACE MOTION
 EJ0653
 EJ0653  HISTORY     - Date     Condition        Report By
 EJ0653  HISTORY     - 1935     MONUMENTED       CGS
 EJ0653
 EJ0653                          STATION DESCRIPTION
 EJ0653
 EJ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0653'5.3 MI N FROM JUNET.
 EJ0653'5.3 MILES NORTH ALONG THE REDFIELD ROAD FROM THE JUNCTION OF U. S.
 EJ0653'HIGHWAY 270 AT JUNET, GRANT COUNTY, 2.1 MILES SOUTH OF WALNUT RIDGE
 EJ0653'SCHOOL, 78 FEET EAST OF THE CENTERLINE OF THE ROAD, 45.5 FEET
 EJ0653'NORTHWEST OF THE NORTHWEST CORNER OF THE M. V. LANDINGHAM FARMHOUSE IN
 EJ0653'1935, 9.3 FEET WEST OF AN 0.8 FEET CEDAR TREE, AND 1.5 FEET SOUTHEAST
 EJ0653'OF THE NORTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED A 97
 EJ0653'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0895 ***********************************************************************
 EJ0895  DESIGNATION -  A 98
 EJ0895  PID         -  EJ0895
 EJ0895  STATE/COUNTY-  AR/SALINE
 EJ0895  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0895
 EJ0895                         *CURRENT SURVEY CONTROL
 EJ0895  ___________________________________________________________________
 EJ0895* NAD 83(1986)-  34 41 30.     (N)    092 38 15.     (W)     SCALED    
 EJ0895* NAVD 88     -       106.646  (meters)     349.89   (feet)  ADJUSTED  
 EJ0895  ___________________________________________________________________
 EJ0895  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EJ0895  DYNAMIC HT  -         106.544 (meters)     349.55  (feet)  COMP
 EJ0895  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 EJ0895
 EJ0895  VERT ORDER  -  SECOND    CLASS 0
 EJ0895
 EJ0895.The horizontal coordinates were scaled from a topographic map and have
 EJ0895.an estimated accuracy of +/- 6 seconds.
 EJ0895
 EJ0895.The orthometric height was determined by differential leveling
 EJ0895.and adjusted by the National Geodetic Survey in June 1991..
 EJ0895
 EJ0895.The geoid height was determined by GEOID03.
 EJ0895
 EJ0895.The dynamic height is computed by dividing the NAVD 88
 EJ0895.geopotential number by the normal gravity value computed on the
 EJ0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0895.degrees latitude (g = 980.6199 gals.).
 EJ0895
 EJ0895.The modeled gravity was interpolated from observed gravity values.
 EJ0895
 EJ0895;                    North         East    Units  Estimated Accuracy
 EJ0895;SPC AR S     -   624,790.      341,590.      MT  (+/- 180 meters Scaled)
 EJ0895
 EJ0895                          SUPERSEDED SURVEY CONTROL
 EJ0895
 EJ0895  NGVD 29 (??/??/92)  106.667  (m)          349.96   (f) ADJ UNCH    2 0
 EJ0895
 EJ0895.Superseded values are not recommended for survey control.
 EJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0895.See file dsdata.txt to determine how the superseded data were derived.
 EJ0895
 EJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU332389(NAD 83)
 EJ0895_MARKER: DB = BENCH MARK DISK
 EJ0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0895_STAMPING: A 98 1935
 EJ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0895+STABILITY: SURFACE MOTION
 EJ0895
 EJ0895  HISTORY     - Date     Condition        Report By
 EJ0895  HISTORY     - 1935     MONUMENTED       CGS
 EJ0895
 EJ0895                          STATION DESCRIPTION
 EJ0895
 EJ0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0895'3.3 MI E FROM BLAND.
 EJ0895'3.3 MILES EAST ALONG THE GRADED ROAD LEADING TO TATUMVILLE FROM THE
 EJ0895'INTERSECTION OF THE ROADS LEADING TO FERNDALE AND TO PARON AT BLAND,
 EJ0895'SALINE COUNTY, 1.1 MILES NORTHWEST OF PLEASANT HILL CHURCH, 90 FEET
 EJ0895'NORTH OF THE CENTERLINE OF A DIRT ROAD, 42.4 FEET SOUTH OF THE
 EJ0895'SOUTHWEST CORNER OF THE DICK STYLE FARMHOUSE, 10.2 FEET EAST OF THE
 EJ0895'CENTER OF A WAGON GATE, AND 4.4 FEET EAST OF THE SOUTHWEST CORNER OF A
 EJ0895'FENCE.  A STANDARD DISK, STAMPED A 98 1935 AND SET IN THE TOP OF A
 EJ0895'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0310 ***********************************************************************
 DL0310  DESIGNATION -  AB
 DL0310  PID         -  DL0310
 DL0310  STATE/COUNTY-  AR/OUACHITA
 DL0310  USGS QUAD   -  CAMDEN SW (1985)
 DL0310
 DL0310                         *CURRENT SURVEY CONTROL
 DL0310  ___________________________________________________________________
 DL0310* NAD 83(1986)-  33 37 05.     (N)    092 53 05.     (W)     SCALED    
 DL0310* NAVD 88     -        34.179  (meters)     112.14   (feet)  ADJUSTED  
 DL0310  ___________________________________________________________________
 DL0310  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DL0310  DYNAMIC HT  -          34.144 (meters)     112.02  (feet)  COMP
 DL0310  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 DL0310
 DL0310  VERT ORDER  -  FIRST     CLASS II
 DL0310
 DL0310.The horizontal coordinates were scaled from a topographic map and have
 DL0310.an estimated accuracy of +/- 6 seconds.
 DL0310
 DL0310.The orthometric height was determined by differential leveling
 DL0310.and adjusted by the National Geodetic Survey in June 1991..
 DL0310
 DL0310.The geoid height was determined by GEOID03.
 DL0310
 DL0310.The dynamic height is computed by dividing the NAVD 88
 DL0310.geopotential number by the normal gravity value computed on the
 DL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0310.degrees latitude (g = 980.6199 gals.).
 DL0310
 DL0310.The modeled gravity was interpolated from observed gravity values.
 DL0310
 DL0310;                    North         East    Units  Estimated Accuracy
 DL0310;SPC AR S     -   505,880.      317,910.      MT  (+/- 180 meters Scaled)
 DL0310
 DL0310                          SUPERSEDED SURVEY CONTROL
 DL0310
 DL0310  NGVD 29 (??/??/92)   34.202  (m)          112.21   (f) ADJ UNCH    1 2
 DL0310
 DL0310.Superseded values are not recommended for survey control.
 DL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0310.See file dsdata.txt to determine how the superseded data were derived.
 DL0310
 DL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT106198(NAD 83)
 DL0310_MARKER: N = NAIL
 DL0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0310_SP_SET: OAK TREE
 DL0310_STAMPING: AB
 DL0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0310
 DL0310  HISTORY     - Date     Condition        Report By
 DL0310  HISTORY     - UNK      MONUMENTED       CGS
 DL0310  HISTORY     - 1960     GOOD             NGS
 DL0310
 DL0310                          STATION DESCRIPTION
 DL0310
 DL0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0310'4.6 MI NW FROM CAMDEN.
 DL0310'A COPPER NAIL AND WASHER, 84 FEET NORTH-NORTHWEST OF BENCH MARK J 193
 DL0310'X, 9 FEET NORTHEAST OF A FENCE, AND IN THE EAST ROOT OF A 22- INCH OAK
 DL0310'TREE, STAMPED AB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2053 ***********************************************************************
 EJ2053  DESIGNATION -  ABBOTT
 EJ2053  PID         -  EJ2053
 EJ2053  STATE/COUNTY-  AR/SCOTT
 EJ2053  USGS QUAD   -  HARVEY (1985)
 EJ2053
 EJ2053                         *CURRENT SURVEY CONTROL
 EJ2053  ___________________________________________________________________
 EJ2053* NAD 83(1997)-  34 48 12.76843(N)    093 49 35.46332(W)     ADJUSTED  
 EJ2053* NAVD 88     -       376.1    (meters)    1234.     (feet)  VERTCON   
 EJ2053  ___________________________________________________________________
 EJ2053  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 EJ2053  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 EJ2053
 EJ2053  HORZ ORDER  -  SECOND
 EJ2053
 EJ2053.The horizontal coordinates were established by classical geodetic methods
 EJ2053.and adjusted by the National Geodetic Survey in September 1999..
 EJ2053
 EJ2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2053
 EJ2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2053
 EJ2053.The geoid height was determined by GEOID03.
 EJ2053
 EJ2053;                    North         East     Units Scale Factor Converg.
 EJ2053;SPC AR N     -    53,717.188   232,867.921   MT  1.00002805   -1 03 46.3
 EJ2053;SPC AR N     -   176,237.14    764,000.84   sFT  1.00002805   -1 03 46.3
 EJ2053;SPC AR S     -   638,506.282   232,870.481   MT  1.00000843   -1 01 20.2
 EJ2053;SPC AR S     - 2,094,832.69    764,009.24   sFT  1.00000843   -1 01 20.2
 EJ2053;UTM  15      - 3,851,568.751   424,398.167   MT  0.99967044   -0 28 18.4
 EJ2053
 EJ2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2053!SPC AR N     -   0.99994567  x   1.00002805  =   0.99997371
 EJ2053!SPC AR S     -   0.99994567  x   1.00000843  =   0.99995410
 EJ2053!UTM  15      -   0.99994567  x   0.99967044  =   0.99961612
 EJ2053
 EJ2053|---------------------------------------------------------------------|
 EJ2053| PID    Reference Object                     Distance      Geod. Az  |
 EJ2053|                                                           dddmmss.s |
 EJ2053| CX4878 ABBOTT RM 1                          20.775 METERS 00936     |
 EJ2053| EJ2056 ABBOTT MOUNTAIN LOOKOUT TOWER        12.070 METERS 02747     |
 EJ2053| CX4877 ABBOTT AZ MK                                       1653644.0 |
 EJ2053| CX4879 ABBOTT RM 2                          15.423 METERS 25349     |
 EJ2053|---------------------------------------------------------------------|
 EJ2053
 EJ2053                          SUPERSEDED SURVEY CONTROL
 EJ2053
 EJ2053  NAD 83(1997)-  34 48 12.77622(N)    093 49 35.45985(W) AD(       ) 2
 EJ2053  NAD 83(1986)-  34 48 12.77640(N)    093 49 35.45589(W) AD(       ) 2
 EJ2053  NAD 27      -  34 48 12.42580(N)    093 49 34.72830(W) AD(       ) 2
 EJ2053  NGVD 29 (07/19/86)  376.0    (m)         1234.     (f) VERT ANG       
 EJ2053
 EJ2053.Superseded values are not recommended for survey control.
 EJ2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2053.See file dsdata.txt to determine how the superseded data were derived.
 EJ2053
 EJ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2439851569(NAD 83)
 EJ2053_MARKER: DS = TRIANGULATION STATION DISK
 EJ2053_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EJ2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ2053+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 EJ2053
 EJ2053  HISTORY     - Date     Condition        Report By
 EJ2053  HISTORY     - 1956     MONUMENTED       CGS
 EJ2053  HISTORY     - 1959     GOOD             CGS
 EJ2053  HISTORY     - 20040701 GOOD             ARHD
 EJ2053
 EJ2053                          STATION DESCRIPTION
 EJ2053
 EJ2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2053'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF WALDRON
 EJ2053'AND ABOUT 7 MILES EAST OF PARKS.  IT IS ON THE SUMMIT OF A
 EJ2053'CONICAL PEAK KNOWN AS ABBOTT MOUNTAIN.
 EJ2053'
 EJ2053'TO REACH FROM THE POST OFFICE IN PARKS, GO EAST ON STATE
 EJ2053'HIGHWAY 28 FOR 8.2 MILES TO POINT WHERE THE HIGHWAY TURNS
 EJ2053'LEFT ACROSS A BRIDGE.  TURN LEFT (NORTH) AND GO 2.25 MILES
 EJ2053'TO A SIDE ROAD LEFT AT TOP OF GRADE.  TURN LEFT (NORTHWEST)
 EJ2053'AND GO 1.05 MILES TO STATION IN CLEARING NEAR LOOKOUT TOWER.
 EJ2053'
 EJ2053'THE STATION MARK, STAMPED ABBOTT 1956, IS A STANDARD BRONZE
 EJ2053'DISK SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH
 EJ2053'WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET EAST OF A PUMP.
 EJ2053'
 EJ2053'REFERENCE MARK 1, STAMPED ABBOTT NO 1 1956, IS A STANDARD
 EJ2053'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 EJ2053'PROJECTS 6 INCHES.  IT IS 20 FEET NORTH OF THE NORTHWEST
 EJ2053'LEG OF THE LOOKOUT TOWER, NEAR THE EDGE OF THE CLEARING.
 EJ2053'
 EJ2053'REFERENCE MARK 2, STAMPED ABBOTT NO 2 1956, IS A STANDARD
 EJ2053'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 EJ2053'PROJECTS 4 INCHES.  IT IS 15 FEET SOUTHWEST OF THE PUMP,
 EJ2053'NEAR THE EDGE OF A LOW ROCK WALL.
 EJ2053'
 EJ2053'THE AZIMUTH MARK, STAMPED ABBOTT 1956, IS A STANDARD BRONZE
 EJ2053'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 EJ2053'1 INCH.  IT IS ABOUT 0.2 MILE NORTHWEST OF THE OLD ABANDONED
 EJ2053'TOWN OF FORESTER, 38 FEET SOUTHWEST OF THE CENTERLINE OF
 EJ2053'THE ROAD, 6 FEET SOUTHEAST OF A POWER POLE, AND 4 FEET WEST
 EJ2053'OF A WHITE WITNESS POST.
 EJ2053'
 EJ2053'TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED ABOVE
 EJ2053'WHERE THE HIGHWAY TURNS LEFT ACROSS THE BRIDGE, GO SOUTHEAST
 EJ2053'ON THE OLD FORESTER ROAD FOR 0.65 MILE TO THE MARK ON RIGHT.
 EJ2053
 EJ2053                          STATION RECOVERY (1959)
 EJ2053
 EJ2053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EJ2053'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2053'CONDITION.
 EJ2053'
 EJ2053'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM PARKS
 EJ2053'IS ADEQUATE.
 EJ2053
 EJ2053                          STATION RECOVERY (2004)
 EJ2053
 EJ2053'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EJ2053'THE STATION WAS RECOVERED IN GOOD CONDITION. THE OTHER MARKS WERE NOT
 EJ2053'SEARCHED FOR. THE ROAD TO THE LOOKOUT HAS BEEN CLOSED AND THE TOWER
 EJ2053'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2056 ***********************************************************************
 EJ2056  DESIGNATION -  ABBOTT MOUNTAIN LOOKOUT TOWER
 EJ2056  PID         -  EJ2056
 EJ2056  STATE/COUNTY-  AR/SCOTT
 EJ2056  USGS QUAD   -  HARVEY (1985)
 EJ2056
 EJ2056                         *CURRENT SURVEY CONTROL
 EJ2056  ___________________________________________________________________
 EJ2056* NAD 83(1997)-  34 48 13.11497(N)    093 49 35.24202(W)     ADJUSTED  
 EJ2056* NAVD 88     -                                                        
 EJ2056  ___________________________________________________________________
 EJ2056  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 EJ2056  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 EJ2056
 EJ2056  HORZ ORDER  -  THIRD
 EJ2056
 EJ2056.The horizontal coordinates were established by classical geodetic methods
 EJ2056.and adjusted by the National Geodetic Survey in September 1999..
 EJ2056
 EJ2056
 EJ2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2056
 EJ2056.The geoid height was determined by GEOID03.
 EJ2056
 EJ2056;                    North         East     Units Scale Factor Converg.
 EJ2056;SPC AR N     -    53,727.761   232,873.743   MT  1.00002803   -1 03 46.1
 EJ2056;SPC AR N     -   176,271.83    764,019.94   sFT  1.00002803   -1 03 46.1
 EJ2056;SPC AR S     -   638,516.859   232,876.296   MT  1.00000846   -1 01 20.1
 EJ2056;SPC AR S     - 2,094,867.39    764,028.31   sFT  1.00000846   -1 01 20.1
 EJ2056;UTM  15      - 3,851,579.380   424,403.878   MT  0.99967043   -0 28 18.2
 EJ2056
 EJ2056                          SUPERSEDED SURVEY CONTROL
 EJ2056
 EJ2056  NAD 83(1997)-  34 48 13.12277(N)    093 49 35.23855(W) AD(       ) 4
 EJ2056  NAD 83(1986)-  34 48 13.12295(N)    093 49 35.23460(W) AD(       ) 4
 EJ2056  NAD 27      -  34 48 12.77200(N)    093 49 34.50700(W) AD(       ) 3
 EJ2056
 EJ2056.Superseded values are not recommended for survey control.
 EJ2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2056.See file dsdata.txt to determine how the superseded data were derived.
 EJ2056
 EJ2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2440451579(NAD 83)
 EJ2056_MARKER: 57 = LOOKOUT TOWER
 EJ2056
 EJ2056  HISTORY     - Date     Condition        Report By
 EJ2056  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ2056
 EJ2056                          STATION DESCRIPTION
 EJ2056
 EJ2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2056'THE LOOKOUT TOWER IS LOCATED ABOUT 16 MILES SOUTHEAST OF
 EJ2056'WALDRON AND ABOUT 7 MILES EAST OF PARKS.  IT IS ON THE SUMMIT
 EJ2056'OF A CONICAL PEAK KNOWN AS ABBOTT MOUNTAIN.  IT IS A 4-LEGGED
 EJ2056'STEEL STRUCTURE WITH A CABIN AT THE TOP, AND IS APPROXIMATELY
 EJ2056'50 FEET IN HEIGHT.
 EJ2056'
 EJ2056'THE CENTER OF THE TOWER AT GROUND LEVEL (WHICH WAS THE POINT
 EJ2056'TRAVERSED TO) IS 39.6 FEET (12.07 METERS) SOUTH-SOUTHWEST
 EJ2056'OF TRIANGULATION STATION ABBOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2924 ***********************************************************************
 EH2924  DESIGNATION -  ABERDEEN
 EH2924  PID         -  EH2924
 EH2924  STATE/COUNTY-  AR/MONROE
 EH2924  USGS QUAD   -  ABERDEEN (1968)
 EH2924
 EH2924                         *CURRENT SURVEY CONTROL
 EH2924  ___________________________________________________________________
 EH2924* NAD 83(1997)-  34 36 26.93704(N)    091 20 03.90045(W)     ADJUSTED  
 EH2924* NAVD 88     -        61.18   (+/-2cm)     200.7    (feet)  VERTCON   
 EH2924  ___________________________________________________________________
 EH2924  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EH2924  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2924
 EH2924  HORZ ORDER  -  SECOND
 EH2924  VERT ORDER  -  THIRD ? (See Below)
 EH2924
 EH2924.The horizontal coordinates were established by classical geodetic methods
 EH2924.and adjusted by the National Geodetic Survey in September 1999..
 EH2924
 EH2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2924.The vertical order pertains to the NGVD 29 superseded value.
 EH2924
 EH2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2924
 EH2924.The geoid height was determined by GEOID03.
 EH2924
 EH2924;                    North         East     Units Scale Factor Converg.
 EH2924;SPC AR S     -   615,463.559   461,046.230   MT  0.99996837   +0 22 21.1
 EH2924;SPC AR S     - 2,019,233.36  1,512,615.84   sFT  0.99996837   +0 22 21.1
 EH2924;UTM  15      - 3,830,776.688   652,717.131   MT  0.99988747   +0 56 46.2
 EH2924
 EH2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2924!SPC AR S     -   0.99999460  x   0.99996837  =   0.99996297
 EH2924!UTM  15      -   0.99999460  x   0.99988747  =   0.99988207
 EH2924
 EH2924:                Primary Azimuth Mark                     Grid Az
 EH2924:SPC AR S     -  CASSCOE RAD STA R 0120 MAST              166 43 52.2
 EH2924:UTM  15      -  CASSCOE RAD STA R 0120 MAST              166 09 27.1
 EH2924
 EH2924|---------------------------------------------------------------------|
 EH2924| PID    Reference Object                     Distance      Geod. Az  |
 EH2924|                                                           dddmmss.s |
 EH2924| EH2923 CASSCOE RAD STA R 0120 MAST         APPROX. 8.4 KM 1670613.3 |
 EH2924| CY5132 ABERDEEN RM 1                        21.071 METERS 18213     |
 EH2924| EH2925 ULM RADIO STATION KBJ 58 MAST       APPROX.10.7 KM 2564714.6 |
 EH2924| EH2928 ROE                                 APPROX. 5.5 KM 3030710.5 |
 EH2924| CY5133 ABERDEEN RM 2                        34.595 METERS 32419     |
 EH2924|---------------------------------------------------------------------|
 EH2924
 EH2924                          SUPERSEDED SURVEY CONTROL
 EH2924
 EH2924  NAD 83(1986)-  34 36 26.94377(N)    091 20 03.89627(W) AD(       ) 2
 EH2924  NAD 27      -  34 36 26.59125(N)    091 20 03.44442(W) AD(       ) 2
 EH2924  NGVD 29 (07/19/86)   61.20   (m)          200.8    (f) LEVELING    3  
 EH2924
 EH2924.Superseded values are not recommended for survey control.
 EH2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2924.See file dsdata.txt to determine how the superseded data were derived.
 EH2924
 EH2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5271730777(NAD 83)
 EH2924_MARKER: DS = TRIANGULATION STATION DISK
 EH2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2924
 EH2924  HISTORY     - Date     Condition        Report By
 EH2924  HISTORY     - 1965     MONUMENTED       CGS
 EH2924
 EH2924                          STATION DESCRIPTION
 EH2924
 EH2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2924'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK AT THIS
 EH2924'TIME.
 EH2924'
 EH2924'STATION IS ABOUT 6-1/2 MILES SOUTH-SOUTHWEST OF CLARENDON,
 EH2924'ABOUT 3-1/2 MILES SOUTHEAST OF ROE, ON THE WEST BANK OF THE
 EH2924'WHITE RIVER, IN THE SMALL COMMUNITY OF ABERDEEN, AND ON THE
 EH2924'PROPERTY OF MRS. GEORGE LENOX.
 EH2924'
 EH2924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2924'STATE HIGHWAY 33 IN THE VILLAGE OF ROE, GO SOUTH ON HIGHWAY 33
 EH2924'FOR 1.8 MILES TO A CROSSROAD AND SIGN ABERDEEN BAPTIST MISSION.
 EH2924'TURN LEFT AND GO EAST AND SOUTH ON A GRAVELED ROAD FOR 2.0
 EH2924'MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO EASTERLY ON A
 EH2924'GRAVELED ROAD FOR 1.3 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 EH2924'AHEAD ON A GRAVELED ROAD FOR 0.25 MILE TO THE STATION ON THE
 EH2924'RIGHT.
 EH2924'
 EH2924'STATION MARKS ARE STANDARD DISKS STAMPED ABERDEEN 1965.  THE
 EH2924'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2924'WITH THE SURFACE OF THE GROUND.  IT IS 63 FEET NORTH OF A 10
 EH2924'INCH OAK TREE, 36 FEET NORTHEAST OF A METAL WITNESS POST AND
 EH2924'A WIRE FENCE, 33 FEET NORTHWEST OF A 20 INCH OAK TREE, AND 25
 EH2924'FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD.  THE
 EH2924'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44
 EH2924'INCHES BELOW THE SURFACE OF THE GROUND.
 EH2924'
 EH2924'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ABERDEEN NO 1
 EH2924'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3
 EH2924'INCHES.  IT IS 64 FEET SOUTHEAST OF THE METAL WITNESS POST,
 EH2924'18 FEET SOUTHEAST OF THE 10 INCH OAK TREE, 19 FEET NORTHWEST
 EH2924'OF A 10 INCH OAK TREE, 15 FEET SOUTHWEST OF THE CENTER OF THE
 EH2924'GRAVELED ROAD, AND 1 FOOT NORTHEAST OF THE WIRE FENCE.
 EH2924'
 EH2924'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ABERDEEN NO 2
 EH2924'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3
 EH2924'INCHES.  IT IS 112 FEET NORTHWEST OF THE METAL WITNESS POST,
 EH2924'64 FEET SOUTHEAST OF A FENCE CORNER, 20 FEET SOUTHWEST OF THE
 EH2924'CENTER OF THE GRAVELED ROAD, AND 1 FOOT NORTHEAST OF THE WIRE
 EH2924'FENCE.
 EH2924'
 EH2924'NOTE- REFERENCE MARK NO. 1 WAS MEASURED PULLING 5 KG. TAPE
 EH2924'TENSION.
 EH2924'
 EH2924'NOTE- REFERENCE MARK NO. 2 WAS MEASURED PULLING 7 KG. TAPE
 EH2924'TENSION.
 EH2924'
 EH2924'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0267 ***********************************************************************
 EJ0267  DESIGNATION -  ABERT BM
 EJ0267  PID         -  EJ0267
 EJ0267  STATE/COUNTY-  AR/PULASKI
 EJ0267  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0267
 EJ0267                         *CURRENT SURVEY CONTROL
 EJ0267  ___________________________________________________________________
 EJ0267* NAD 83(1986)-  34 44 55.     (N)    092 15 54.     (W)     SCALED    
 EJ0267* NAVD 88     -        76.755  (meters)     251.82   (feet)  ADJUSTED  
 EJ0267  ___________________________________________________________________
 EJ0267  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0267  DYNAMIC HT  -          76.684 (meters)     251.59  (feet)  COMP
 EJ0267  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 EJ0267
 EJ0267  VERT ORDER  -  FIRST     CLASS II
 EJ0267
 EJ0267.The horizontal coordinates were scaled from a topographic map and have
 EJ0267.an estimated accuracy of +/- 6 seconds.
 EJ0267
 EJ0267.The orthometric height was determined by differential leveling
 EJ0267.and adjusted by the National Geodetic Survey in June 1991..
 EJ0267
 EJ0267.The geoid height was determined by GEOID03.
 EJ0267
 EJ0267.The dynamic height is computed by dividing the NAVD 88
 EJ0267.geopotential number by the normal gravity value computed on the
 EJ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0267.degrees latitude (g = 980.6199 gals.).
 EJ0267
 EJ0267.The modeled gravity was interpolated from observed gravity values.
 EJ0267
 EJ0267;                    North         East    Units  Estimated Accuracy
 EJ0267;SPC AR S     -   630,950.      375,740.      MT  (+/- 180 meters Scaled)
 EJ0267
 EJ0267                          SUPERSEDED SURVEY CONTROL
 EJ0267
 EJ0267  NGVD 29 (??/??/92)   76.802  (m)          251.97   (f) ADJ UNCH    1 2
 EJ0267
 EJ0267.Superseded values are not recommended for survey control.
 EJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0267.See file dsdata.txt to determine how the superseded data were derived.
 EJ0267
 EJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU672454(NAD 83)
 EJ0267_MARKER: Z = SEE DESCRIPTION
 EJ0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0267_SP_SET: BUILDING
 EJ0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0267
 EJ0267  HISTORY     - Date     Condition        Report By
 EJ0267  HISTORY     - UNK      MONUMENTED       USE
 EJ0267  HISTORY     - 1955     MARK NOT FOUND   NGS
 EJ0267  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0267  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0267
 EJ0267                          STATION DESCRIPTION
 EJ0267
 EJ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0267'IN LITTLE ROCK.
 EJ0267'AT LITTLE ROCK, PULASKI COUNTY, AT THE FOOT OF COMMERCE STREET, AT THE
 EJ0267'NORTHEAST CORNER OF THE WESTERN HIDE AND FUR CO. BUILDING, AND 1.390
 EJ0267'METERS BELOW ABERT HIGH-WATER MARK (U.S.E.) DESCRIBED ABOVE. THE TOP
 EJ0267'OF A PROJECTING STONE AT THE BOTTOM OF THE WALL.
 EJ0267
 EJ0267                          STATION RECOVERY (1989)
 EJ0267
 EJ0267'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0267'MARK NOT FOUND.
 EJ0267
 EJ0267                          STATION RECOVERY (1990)
 EJ0267
 EJ0267'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0266 ***********************************************************************
 EJ0266  DESIGNATION -  ABERT HIGH WATER MARK
 EJ0266  PID         -  EJ0266
 EJ0266  STATE/COUNTY-  AR/PULASKI
 EJ0266  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0266
 EJ0266                         *CURRENT SURVEY CONTROL
 EJ0266  ___________________________________________________________________
 EJ0266* NAD 83(1986)-  34 44 55.     (N)    092 15 54.     (W)     SCALED    
 EJ0266* NAVD 88     -        76.75   (+/-2cm)     251.8    (feet)  VERTCON   
 EJ0266  ___________________________________________________________________
 EJ0266  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0266
 EJ0266  VERT ORDER  -  ? (See Below)
 EJ0266
 EJ0266.The horizontal coordinates were scaled from a topographic map and have
 EJ0266.an estimated accuracy of +/- 6 seconds.
 EJ0266
 EJ0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0266.The vertical order pertains to the NGVD 29 superseded value.
 EJ0266
 EJ0266.The geoid height was determined by GEOID03.
 EJ0266
 EJ0266;                    North         East    Units  Estimated Accuracy
 EJ0266;SPC AR S     -   630,950.      375,740.      MT  (+/- 180 meters Scaled)
 EJ0266
 EJ0266                          SUPERSEDED SURVEY CONTROL
 EJ0266
 EJ0266  NGVD 29 (??/??/92)   76.802  (m)          251.97   (f) ADJ UNCH    ?  
 EJ0266
 EJ0266.Superseded values are not recommended for survey control.
 EJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0266.See file dsdata.txt to determine how the superseded data were derived.
 EJ0266
 EJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU672454(NAD 83)
 EJ0266_MARKER: X = CHISELED CROSS
 EJ0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0266_SP_SET: BUILDING
 EJ0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0266
 EJ0266  HISTORY     - Date     Condition        Report By
 EJ0266  HISTORY     - UNK      MONUMENTED       USE
 EJ0266  HISTORY     - 1955     MARK NOT FOUND   NGS
 EJ0266  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0266  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0266  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0266
 EJ0266                          STATION DESCRIPTION
 EJ0266
 EJ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0266'IN LITTLE ROCK.
 EJ0266'AT LITTLE ROCK, PULASKI COUNTY, AT THE FOOT OF COMMERCE STREET, IN THE
 EJ0266'EAST WALL OF THE WESTERN HIDE AND FUR CO. BUILDING, 0.3 FOOT FROM THE
 EJ0266'NORTH END OF THE EAST WALL, AND 4 FEET ABOVE THE STONE REVETMENT. A
 EJ0266'CHISELED CROSS.
 EJ0266
 EJ0266                          STATION RECOVERY (1988)
 EJ0266
 EJ0266'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 EJ0266'MARK NOT FOUND.
 EJ0266
 EJ0266                          STATION RECOVERY (1989)
 EJ0266
 EJ0266'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0266'MARK NOT FOUND.
 EJ0266
 EJ0266                          STATION RECOVERY (1990)
 EJ0266
 EJ0266'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0141 ***********************************************************************
 EJ0141  DESIGNATION -  ABUT
 EJ0141  PID         -  EJ0141
 EJ0141  STATE/COUNTY-  AR/PULASKI
 EJ0141  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0141
 EJ0141                         *CURRENT SURVEY CONTROL
 EJ0141  ___________________________________________________________________
 EJ0141* NAD 83(1986)-  34 44 04.     (N)    092 17 22.     (W)     SCALED    
 EJ0141* NAVD 88     -        99.64   (+/-2cm)     326.9    (feet)  VERTCON   
 EJ0141  ___________________________________________________________________
 EJ0141  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EJ0141
 EJ0141  VERT ORDER  -  ? (See Below)
 EJ0141
 EJ0141.The horizontal coordinates were scaled from a topographic map and have
 EJ0141.an estimated accuracy of +/- 6 seconds.
 EJ0141
 EJ0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0141.The vertical order pertains to the NGVD 29 superseded value.
 EJ0141
 EJ0141.The geoid height was determined by GEOID03.
 EJ0141
 EJ0141;                    North         East    Units  Estimated Accuracy
 EJ0141;SPC AR S     -   629,390.      373,490.      MT  (+/- 180 meters Scaled)
 EJ0141
 EJ0141                          SUPERSEDED SURVEY CONTROL
 EJ0141
 EJ0141  NGVD 29 (??/??/92)   99.690  (m)          327.07   (f) ADJ UNCH    ?  
 EJ0141
 EJ0141.Superseded values are not recommended for survey control.
 EJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0141.See file dsdata.txt to determine how the superseded data were derived.
 EJ0141
 EJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU650438(NAD 83)
 EJ0141_MARKER: DD = SURVEY DISK
 EJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0141_STAMPING: ABUT 1934
 EJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0141+STABILITY: SURFACE MOTION
 EJ0141
 EJ0141  HISTORY     - Date     Condition        Report By
 EJ0141  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0141  HISTORY     - 1937     GOOD             NGS
 EJ0141  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0141  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0141  HISTORY     - 19890120 MARK NOT FOUND   USPSQD
 EJ0141  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0141
 EJ0141                          STATION DESCRIPTION
 EJ0141
 EJ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 EJ0141'IN LITTLE ROCK.
 EJ0141'AT LITTLE ROCK, PULASKI COUNTY, AT THE INTERSECTION OF HIGH AND WEST
 EJ0141'SEVENTEENTH STREETS, 26 FEET NORTH OF THE CENTERLINE OF WEST
 EJ0141'SEVENTEENTH STREET, 20 FEET EAST OF THE CENTERLINE OF HIGH STREET, AND
 EJ0141'39 FEET EAST OF A FIRE HYDRANT ON THE WEST SIDE OF HIGH STREET. A
 EJ0141'STATE SURVEY STANDARD DISK, STAMPED ABUT 1934 AND SET IN THE TOP OF A
 EJ0141'CONCRETE POST.
 EJ0141
 EJ0141                          STATION RECOVERY (1984)
 EJ0141
 EJ0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0141'MARK NOT FOUND.
 EJ0141
 EJ0141                          STATION RECOVERY (1988)
 EJ0141
 EJ0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (JWP)
 EJ0141'MARK NOT FOUND.
 EJ0141
 EJ0141                          STATION RECOVERY (1989)
 EJ0141
 EJ0141'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0141'MARK NOT FOUND.
 EJ0141
 EJ0141                          STATION RECOVERY (1990)
 EJ0141
 EJ0141'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1859 ***********************************************************************
 FG1859  DESIGNATION -  ACCESS
 FG1859  PID         -  FG1859
 FG1859  STATE/COUNTY-  AR/JOHNSON
 FG1859  USGS QUAD   -  DELAWARE (1993)
 FG1859
 FG1859                         *CURRENT SURVEY CONTROL
 FG1859  ___________________________________________________________________
 FG1859* NAD 83(1997)-  35 22 26.03322(N)    093 20 51.52733(W)     ADJUSTED  
 FG1859* NAVD 88     -       137.3    (meters)     450.     (feet)  VERTCON   
 FG1859  ___________________________________________________________________
 FG1859  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FG1859  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 FG1859
 FG1859  HORZ ORDER  -  SECOND
 FG1859
 FG1859.The horizontal coordinates were established by classical geodetic methods
 FG1859.and adjusted by the National Geodetic Survey in September 1999..
 FG1859
 FG1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1859
 FG1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1859
 FG1859.The geoid height was determined by GEOID03.
 FG1859
 FG1859;                    North         East     Units Scale Factor Converg.
 FG1859;SPC AR N     -   116,279.558   277,548.902   MT  0.99994264   -0 47 03.1
 FG1859;SPC AR N     -   381,493.85    910,591.69   sFT  0.99994264   -0 47 03.1
 FG1859;UTM  15      - 3,914,563.687   468,421.598   MT  0.99961229   -0 12 04.5
 FG1859
 FG1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1859!SPC AR N     -   0.99998304  x   0.99994264  =   0.99992568
 FG1859!UTM  15      -   0.99998304  x   0.99961229  =   0.99959534
 FG1859
 FG1859|---------------------------------------------------------------------|
 FG1859| PID    Reference Object                     Distance      Geod. Az  |
 FG1859|                                                           dddmmss.s |
 FG1859| CI0011 ACCESS RM 1                           9.602 METERS 14600     |
 FG1859| FG1849 MT NEBO ST PARK W ARK TEL MAST      APPROX.19.5 KM 1541320.0 |
 FG1859| FG1860 ACCESS A POINT                       19.396 METERS 25501     |
 FG1859| CI0010 ACCESS AZ MK                                       3223737.5 |
 FG1859| CI0012 ACCESS RM 2                          11.811 METERS 32624     |
 FG1859|---------------------------------------------------------------------|
 FG1859
 FG1859                          SUPERSEDED SURVEY CONTROL
 FG1859
 FG1859  NAD 83(1997)-  35 22 26.04463(N)    093 20 51.52562(W) AD(       ) 2
 FG1859  NAD 83(1986)-  35 22 26.04454(N)    093 20 51.52520(W) AD(       ) 2
 FG1859  NAD 27      -  35 22 25.74221(N)    093 20 50.87733(W) AD(       ) 2
 FG1859  NGVD 29 (07/19/86)  137.3    (m)          450.     (f) VERT ANG       
 FG1859
 FG1859.Superseded values are not recommended for survey control.
 FG1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1859.See file dsdata.txt to determine how the superseded data were derived.
 FG1859
 FG1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6842214564(NAD 83)
 FG1859_MARKER: DS = TRIANGULATION STATION DISK
 FG1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1859
 FG1859  HISTORY     - Date     Condition        Report By
 FG1859  HISTORY     - 1971     MONUMENTED       NGS
 FG1859
 FG1859                          STATION DESCRIPTION
 FG1859
 FG1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1859'THE STATION IS ABOUT 2-3/4 MILES NORTH AND 5 MILES WEST OF LONDON, 5
 FG1859'MILES SOUTH AND 2-1/2 MILES EAST OF LAMAR, 1/2 MILE SOUTH AND 1-1/2
 FG1859'MILES EAST OF KNOXVILLE IN THE SOUTHEAST 1/4 SECTION 4, T.8 N.,
 FG1859'R.22 W. AND ON THE NORTHEAST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40.
 FG1859'
 FG1859'TO REACH THE STATION FROM THE POST OFFICE IN KNOXVILLE, GO NORTHEAST
 FG1859'ON STATE HIGHWAY 315 FOR 0.5 MILE TO A BRIDGE OVER INTERSTATE
 FG1859'HIGHWAY 40 AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ON
 FG1859'STATE HIGHWAY 315 FOR 0.1 MILE TO A T-ROAD.  TURN RIGHT AND GO
 FG1859'SOUTHERLY ON THE ACCESS ROAD FOR 0.9 MILE TO THE STATION ON THE
 FG1859'LEFT.
 FG1859'
 FG1859'STATION MARKS ARE STANDARD DISKS, STAMPED ACCESS 1971, THE SURFACE
 FG1859'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FG1859'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET NORTHEAST OF
 FG1859'THE CENTER OF THE ROAD, 3.9 FEET SOUTHWEST OF THE FENCE AND 3.5
 FG1859'FEET SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND MARK IS SET
 FG1859'IN AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF
 FG1859'THE GROUND.
 FG1859'
 FG1859'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ACCESS NO 1 1971, SET IN
 FG1859'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 FG1859'WITH THE GROUND SURFACE.  IT IS 47 FEET NORTHEAST OF THE CENTER OF
 FG1859'THE ROAD, 32 FEET SOUTH OF THE WITNESS POST, 1.5 FEET SOUTHWEST
 FG1859'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1859'
 FG1859'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ACCESS NO 2 1971, SET IN
 FG1859'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 FG1859'WITH THE GROUND SURFACE.  IT IS 46 FEET NORTHEAST OF THE CENTER OF
 FG1859'THE ROAD, 38.7 FEET NORTH OF THE WITNESS POST, 2 FEET SOUTHWEST
 FG1859'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1859'
 FG1859'AZIMUTH MARK IS A STANDARD DISK, STAMPED ACCESS 1971, CEMENTED IN A
 FG1859'DRILL HOLE IN THE SOUTHWEST END OF THE BRIDGE AND 17 FEET SOUTH OF
 FG1859'THE CENTERLINE OF STATE HIGHWAY 315.
 FG1859'
 FG1859'DISTANCE R. M. 1 TO R. M. 2-70.26 FEET, 21.414 METERS.
 FG1859'
 FG1859'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0140 ***********************************************************************
 EJ0140  DESIGNATION -  ACHE
 EJ0140  PID         -  EJ0140
 EJ0140  STATE/COUNTY-  AR/PULASKI
 EJ0140  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0140
 EJ0140                         *CURRENT SURVEY CONTROL
 EJ0140  ___________________________________________________________________
 EJ0140* NAD 83(1986)-  34 44 04.     (N)    092 17 03.     (W)     SCALED    
 EJ0140* NAVD 88     -       106.24   (+/-2cm)     348.6    (feet)  VERTCON   
 EJ0140  ___________________________________________________________________
 EJ0140  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EJ0140
 EJ0140  VERT ORDER  -  ? (See Below)
 EJ0140
 EJ0140.The horizontal coordinates were scaled from a topographic map and have
 EJ0140.an estimated accuracy of +/- 6 seconds.
 EJ0140
 EJ0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0140.The vertical order pertains to the NGVD 29 superseded value.
 EJ0140
 EJ0140.The geoid height was determined by GEOID03.
 EJ0140
 EJ0140;                    North         East    Units  Estimated Accuracy
 EJ0140;SPC AR S     -   629,390.      373,980.      MT  (+/- 180 meters Scaled)
 EJ0140
 EJ0140                          SUPERSEDED SURVEY CONTROL
 EJ0140
 EJ0140  NGVD 29 (??/??/92)  106.289  (m)          348.72   (f) ADJ UNCH    ?  
 EJ0140
 EJ0140.Superseded values are not recommended for survey control.
 EJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0140.See file dsdata.txt to determine how the superseded data were derived.
 EJ0140
 EJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU655438(NAD 83)
 EJ0140_MARKER: DD = SURVEY DISK
 EJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0140_STAMPING: ACHE 1934
 EJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0140+STABILITY: SURFACE MOTION
 EJ0140
 EJ0140  HISTORY     - Date     Condition        Report By
 EJ0140  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0140  HISTORY     - 1937     GOOD             NGS
 EJ0140  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0140
 EJ0140                          STATION DESCRIPTION
 EJ0140
 EJ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 EJ0140'IN LITTLE ROCK.
 EJ0140'AT LITTLE ROCK, PULASKI COUNTY, AT THE INTERSECTION OF WEST
 EJ0140'SEVENTEENTH AND RINGO STREETS, AT THE G.M. KERR CASH STORE, 52.7 FEET
 EJ0140'SOUTH OF THE SOUTHEAST CORNER, 18 FEET SOUTH OF THE CENTERLINE OF WEST
 EJ0140'SEVENTEENTH STREET, AND 18 FEET WEST OF THE CENTERLINE OF RINGO
 EJ0140'STREET.  A STATE SURVEY STANDARD DISK, STAMPED ACHE 1934 AND SET IN
 EJ0140'THE TOP OF A CONCRETE POST.
 EJ0140
 EJ0140                          STATION RECOVERY (1989)
 EJ0140
 EJ0140'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0138 ***********************************************************************
 EJ0138  DESIGNATION -  ACID
 EJ0138  PID         -  EJ0138
 EJ0138  STATE/COUNTY-  AR/PULASKI
 EJ0138  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0138
 EJ0138                         *CURRENT SURVEY CONTROL
 EJ0138  ___________________________________________________________________
 EJ0138* NAD 83(1986)-  34 43 57.     (N)    092 16 33.     (W)     SCALED    
 EJ0138* NAVD 88     -       105.59   (+/-2cm)     346.4    (feet)  VERTCON   
 EJ0138  ___________________________________________________________________
 EJ0138  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EJ0138
 EJ0138  VERT ORDER  -  ? (See Below)
 EJ0138
 EJ0138.The horizontal coordinates were scaled from a topographic map and have
 EJ0138.an estimated accuracy of +/- 6 seconds.
 EJ0138
 EJ0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0138.The vertical order pertains to the NGVD 29 superseded value.
 EJ0138
 EJ0138.The geoid height was determined by GEOID03.
 EJ0138
 EJ0138;                    North         East    Units  Estimated Accuracy
 EJ0138;SPC AR S     -   629,170.      374,740.      MT  (+/- 180 meters Scaled)
 EJ0138
 EJ0138                          SUPERSEDED SURVEY CONTROL
 EJ0138
 EJ0138  NGVD 29 (??/??/92)  105.640  (m)          346.59   (f) ADJ UNCH    ?  
 EJ0138
 EJ0138.Superseded values are not recommended for survey control.
 EJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0138.See file dsdata.txt to determine how the superseded data were derived.
 EJ0138
 EJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU662436(NAD 83)
 EJ0138_MARKER: DD = SURVEY DISK
 EJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0138_STAMPING: ACID 1934
 EJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0138+STABILITY: SURFACE MOTION
 EJ0138
 EJ0138  HISTORY     - Date     Condition        Report By
 EJ0138  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0138  HISTORY     - 1937     GOOD             NGS
 EJ0138  HISTORY     - 1984     GOOD             NGS
 EJ0138  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0138
 EJ0138                          STATION DESCRIPTION
 EJ0138
 EJ0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 EJ0138'IN LITTLE ROCK.
 EJ0138'AT LITTLE ROCK, PULASKI COUNTY, ON WEST SEVENTEENTH STREET, BETWEEN
 EJ0138'CENTER AND SPRING STREETS, 112 FEET WEST OF CENTER STREET, 75 FEET
 EJ0138'EAST OF THE CENTERLINE OF AN ALLEY, AT A BRICK APARTMENT BUILDING AT
 EJ0138'307 WEST SEVENTEENTH STREET, 15 FEET NORTHWEST OF THE CENTER OF THE
 EJ0138'FIRST STEP AT THE ENTRANCE, AND 17 FEET SOUTH OF THE CENTERLINE OF THE
 EJ0138'STREET.  A STATE SURVEY STANDARD DISK, STAMPED ACID 1934 AND SET IN
 EJ0138'THE TOP OF A CONCRETE POST.
 EJ0138
 EJ0138                          STATION RECOVERY (1984)
 EJ0138
 EJ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0138'DELETE: 17 FEET NORTH OF THE CENTERLINE OF WEST SEVENTEEN STREET.
 EJ0138'DELETE: 15 FEET NORTHWEST OF CENTER OF FIRST STEP AT THE ENTRANCE.
 EJ0138'DELETE: 75 FEET EAST OF. ADD: 5.79 M (19 FT) NORTH OF THE CENTERLINE
 EJ0138'OF WEST SEVENTEEN STREET. ADD: 4.42 M (14.5 FT) NORTHWEST OF THE
 EJ0138'CENTER OF THE FIRST STEP AT THE NORTH ENTRANCE. ADD:0.37 MI (1.2 FT)
 EJ0138'SOUTH OF THE SOUTH CURB OF WEST SEVENTEEN STREET.
 EJ0138
 EJ0138                          STATION RECOVERY (1990)
 EJ0138
 EJ0138'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0139 ***********************************************************************
 EJ0139  DESIGNATION -  ACME
 EJ0139  PID         -  EJ0139
 EJ0139  STATE/COUNTY-  AR/PULASKI
 EJ0139  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0139
 EJ0139                         *CURRENT SURVEY CONTROL
 EJ0139  ___________________________________________________________________
 EJ0139* NAD 83(1986)-  34 44 00.     (N)    092 16 50.     (W)     SCALED    
 EJ0139* NAVD 88     -       110.02   (+/-2cm)     361.0    (feet)  VERTCON   
 EJ0139  ___________________________________________________________________
 EJ0139  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EJ0139
 EJ0139  VERT ORDER  -  ? (See Below)
 EJ0139
 EJ0139.The horizontal coordinates were scaled from a topographic map and have
 EJ0139.an estimated accuracy of +/- 6 seconds.
 EJ0139
 EJ0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0139.The vertical order pertains to the NGVD 29 superseded value.
 EJ0139
 EJ0139.The geoid height was determined by GEOID03.
 EJ0139
 EJ0139;                    North         East    Units  Estimated Accuracy
 EJ0139;SPC AR S     -   629,260.      374,310.      MT  (+/- 180 meters Scaled)
 EJ0139
 EJ0139                          SUPERSEDED SURVEY CONTROL
 EJ0139
 EJ0139  NGVD 29 (??/??/92)  110.067  (m)          361.11   (f) ADJ UNCH    ?  
 EJ0139
 EJ0139.Superseded values are not recommended for survey control.
 EJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0139.See file dsdata.txt to determine how the superseded data were derived.
 EJ0139
 EJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU658437(NAD 83)
 EJ0139_MARKER: DD = SURVEY DISK
 EJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0139_STAMPING: ACME 1934
 EJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0139+STABILITY: SURFACE MOTION
 EJ0139
 EJ0139  HISTORY     - Date     Condition        Report By
 EJ0139  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0139  HISTORY     - 1937     GOOD             NGS
 EJ0139  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0139  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0139
 EJ0139                          STATION DESCRIPTION
 EJ0139
 EJ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 EJ0139'IN LITTLE ROCK.
 EJ0139'AT LITTLE ROCK, PULASKI COUNTY, AT THE INTERSECTION OF WEST
 EJ0139'SEVENTEENTH AND GAINES STREETS, 37 FEET WEST OF THE CENTERLINE OF
 EJ0139'GAINES STREET, 17 FEET NORTH OF THE CENTERLINE OF WEST SEVENTEENTH
 EJ0139'STREET, AT A WHITE FRAME HOUSE, 28 FEET SOUTHEAST OF THE SOUTHEAST
 EJ0139'CORNER OF A BRICK PORCH PILLAR, AND 19 FEET SOUTHWEST OF A FIRE
 EJ0139'HYDRANT.  A STATE SURVEY STANDARD DISK, STAMPED ACME 1934 AND SET IN
 EJ0139'THE TOP OF A CONCRETE POST.
 EJ0139
 EJ0139                          STATION RECOVERY (1989)
 EJ0139
 EJ0139'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0139'MARK NOT FOUND.
 EJ0139
 EJ0139                          STATION RECOVERY (1990)
 EJ0139
 EJ0139'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0705 ***********************************************************************
 EK0705  DESIGNATION -  ACORN
 EK0705  PID         -  EK0705
 EK0705  STATE/COUNTY-  AR/POLK
 EK0705  USGS QUAD   -  ACORN (1975)
 EK0705
 EK0705                         *CURRENT SURVEY CONTROL
 EK0705  ___________________________________________________________________
 EK0705* NAD 83(1997)-  34 39 49.22151(N)    094 08 58.41186(W)     ADJUSTED  
 EK0705* NAVD 88     -       365.304  (meters)    1198.50   (feet)  ADJUSTED  
 EK0705  ___________________________________________________________________
 EK0705  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 EK0705  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 EK0705  DYNAMIC HT  -         364.910 (meters)    1197.21  (feet)  COMP
 EK0705  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 EK0705
 EK0705  HORZ ORDER  -  FIRST
 EK0705  VERT ORDER  -  FIRST     CLASS II
 EK0705
 EK0705.The horizontal coordinates were established by classical geodetic methods
 EK0705.and adjusted by the National Geodetic Survey in September 1999..
 EK0705
 EK0705.The orthometric height was determined by differential leveling
 EK0705.and adjusted by the National Geodetic Survey in June 1991..
 EK0705
 EK0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0705
 EK0705.The geoid height was determined by GEOID03.
 EK0705
 EK0705.The dynamic height is computed by dividing the NAVD 88
 EK0705.geopotential number by the normal gravity value computed on the
 EK0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0705.degrees latitude (g = 980.6199 gals.).
 EK0705
 EK0705.The modeled gravity was interpolated from observed gravity values.
 EK0705
 EK0705;                    North         East     Units Scale Factor Converg.
 EK0705;SPC AR S     -   623,566.802   202,989.867   MT  0.99997865   -1 12 11.1
 EK0705;SPC AR S     - 2,045,818.75    665,975.92   sFT  0.99997865   -1 12 11.1
 EK0705;SPC AR N     -    38,799.957   202,974.235   MT  1.00006394   -1 15 03.0
 EK0705;SPC AR N     -   127,296.19    665,924.64   sFT  1.00006394   -1 15 03.0
 EK0705;UTM  15      - 3,836,347.693   394,670.932   MT  0.99973674   -0 39 14.0
 EK0705
 EK0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0705!SPC AR S     -   0.99994740  x   0.99997865  =   0.99992605
 EK0705!SPC AR N     -   0.99994740  x   1.00006394  =   1.00001134
 EK0705!UTM  15      -   0.99994740  x   0.99973674  =   0.99968416
 EK0705
 EK0705|---------------------------------------------------------------------|
 EK0705| PID    Reference Object                     Distance      Geod. Az  |
 EK0705|                                                           dddmmss.s |
 EK0705| EK0704 ACORN RM 1                           24.795 METERS 00857     |
 EK0705| EK0706 ACORN RM 2                           27.405 METERS 10617     |
 EK0705| EK0861 EAGLE MTN LOOKOUT TOWER             APPROX.23.2 KM 1782942.3 |
 EK0705| CX4881 ACORN AZ MK                                        1951002.1 |
 EK0705| EK0883 BEE MTN LOOKOUT TOWER               APPROX.21.7 KM 2073253.3 |
 EK0705|---------------------------------------------------------------------|
 EK0705
 EK0705                          SUPERSEDED SURVEY CONTROL
 EK0705
 EK0705  NAD 83(1997)-  34 39 49.22564(N)    094 08 58.41150(W) AD(       ) 1
 EK0705  NAD 83(1986)-  34 39 49.22717(N)    094 08 58.40613(W) AD(       ) 1
 EK0705  NAD 27      -  34 39 48.84800(N)    094 08 57.66000(W) AD(       ) 1
 EK0705
 EK0705.Superseded values are not recommended for survey control.
 EK0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0705.See file dsdata.txt to determine how the superseded data were derived.
 EK0705
 EK0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9467136348(NAD 83)
 EK0705_MARKER: DS = TRIANGULATION STATION DISK
 EK0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0705_SP_SET: CONCRETE POST
 EK0705_STAMPING: ACORN 1952
 EK0705_MARK LOGO: CGS   
 EK0705_PROJECTION: PROJECTING 5 CENTIMETERS
 EK0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0705+STABILITY: SURFACE MOTION
 EK0705
 EK0705  HISTORY     - Date     Condition        Report By
 EK0705  HISTORY     - 1952     MONUMENTED       CGS
 EK0705  HISTORY     - 1961     GOOD             CGS
 EK0705  HISTORY     - 1985     GOOD             NGS
 EK0705  HISTORY     - 1989     GOOD             USPSQD
 EK0705  HISTORY     - 1990     GOOD             USPSQD
 EK0705
 EK0705                          STATION DESCRIPTION
 EK0705
 EK0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0705'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF MONA ALONG THE
 EK0705'EAST RIGHT OF WAY OF U.S. HIGHWAY 71 AND 270.  STATION IS
 EK0705'60 FEET EAST OF THE CENTERLINE OF HIGHWAY AND 12 FEET EAST
 EK0705'NORTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 EK0705'AND THE DISK IS STAMPED ACORN 1952.
 EK0705'
 EK0705'REFERENCE MARK NO. 1 IS 66 FEET EAST OF THE CENTERLINE OF
 EK0705'HIGHWAY AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT
 EK0705'6 INCHES AND THE DISK IS STAMPED ACORN NO 1 1952.
 EK0705'
 EK0705'REFERENCE MARK NO. 2 IS 27 FEET SOUTHEAST OF SOUTHEAST
 EK0705'CORNER OF OLD BUILDING.  THE MARK PROJECTS ABOUT 8 INCHES
 EK0705'AND THE DISK IS STAMPED ACORN NO 2 1952.
 EK0705'
 EK0705'AZIMUTH MARK IS 36 FEET EAST OF THE CENTERLINE OF HIGHWAY, 6
 EK0705'FEET WEST SOUTHWEST OF FENCE CORNER, 3 FEET EAST OF LARGE PREVENT
 EK0705'FOREST FIRES SIGN, AND 1.5 FEET NORTHWEST OF WITNESS POST.
 EK0705'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 EK0705'ACORN 1952.
 EK0705'
 EK0705'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 EK0705'ROUTE 8 IN MONA GO NORTHEAST, EAST AND NORTH ON U.S. HIGHWAY
 EK0705'71 FOR 5.6 MILES TO JUNCTION OF U.S. HIGHWAY 270.
 EK0705'TAKE RIGHT FORK AND GO NORTHEASTERLY ON U.S. HIGHWAY 71
 EK0705'AND 270 FOR 3.3 MILES TO AZIMUTH MARK ON RIGHT OR EAST SIDE
 EK0705'OF ROAD AS DESCRIBED.  CONTINUE NORTHERLY FOR 0.35 MILE
 EK0705'TO STATION ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 EK0705'
 EK0705'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 EK0705
 EK0705                          STATION RECOVERY (1961)
 EK0705
 EK0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0705'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0705'CONDITION.
 EK0705'
 EK0705'THE AZIMUTH MARK WAS RECOVERED ABOUT 0.4 MILE SOUTH-SOUTHWEST
 EK0705'OF THE STATION, ACROSS THE HIGHWAY FROM A WHITE HOUSE AND
 EK0705'ABOUT 33 FEET NORTH OF A DRIVEWAY LEADING EAST THROUGH A
 EK0705'WIRE GATE.
 EK0705'
 EK0705'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EK0705
 EK0705                          STATION RECOVERY (1985)
 EK0705
 EK0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0705'15.0 KM (9.3 MI) NNE FROM MENA.
 EK0705'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  9.0 KM
 EK0705'(5.6 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 EK0705'STATE ROUTE 8 IN MENA, THENCE TAKE RIGHT FORK, 6.0 KM (3.7 MI)
 EK0705'NORTHEAST ALONG U.S. HIGHWAY 71 AND U.S. HIGHWAY 270, AT THE TOP OF A
 EK0705'HILL ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 18.4 METERS (60.3 FT)
 EK0705'EAST OF THE CENTERLINE OF HIGHWAY 71, 24.8 METERS (81.3 FT) SOUTH OF
 EK0705'REFERENCE MARK 1, AND 27.4 METERS (89.9 FT) WEST-NORTHWEST OF
 EK0705'REFERENCE MARK 2.
 EK0705'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 EK0705'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0705
 EK0705                          STATION RECOVERY (1989)
 EK0705
 EK0705'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0705'RECOVERED IN GOOD CONDITION.
 EK0705
 EK0705                          STATION RECOVERY (1990)
 EK0705
 EK0705'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0704 ***********************************************************************
 EK0704  DESIGNATION -  ACORN RM 1
 EK0704  PID         -  EK0704
 EK0704  STATE/COUNTY-  AR/POLK
 EK0704  USGS QUAD   -  ACORN (1975)
 EK0704
 EK0704                         *CURRENT SURVEY CONTROL
 EK0704  ___________________________________________________________________
 EK0704* NAD 83(1986)-  34 39 49.     (N)    094 08 59.     (W)     SCALED    
 EK0704* NAVD 88     -       365.138  (meters)    1197.96   (feet)  ADJUSTED  
 EK0704  ___________________________________________________________________
 EK0704  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 EK0704  DYNAMIC HT  -         364.745 (meters)    1196.67  (feet)  COMP
 EK0704  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 EK0704
 EK0704  VERT ORDER  -  FIRST     CLASS II
 EK0704
 EK0704.The horizontal coordinates were scaled from a topographic map and have
 EK0704.an estimated accuracy of +/- 6 seconds.
 EK0704
 EK0704.The orthometric height was determined by differential leveling
 EK0704.and adjusted by the National Geodetic Survey in June 1991..
 EK0704
 EK0704.The geoid height was determined by GEOID03.
 EK0704
 EK0704.The dynamic height is computed by dividing the NAVD 88
 EK0704.geopotential number by the normal gravity value computed on the
 EK0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0704.degrees latitude (g = 980.6199 gals.).
 EK0704
 EK0704.The modeled gravity was interpolated from observed gravity values.
 EK0704
 EK0704;                    North         East    Units  Estimated Accuracy
 EK0704;SPC AR S     -   623,560.      202,980.      MT  (+/- 180 meters Scaled)
 EK0704
 EK0704                          SUPERSEDED SURVEY CONTROL
 EK0704
 EK0704.No superseded survey control is available for this station.
 EK0704
 EK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU946363(NAD 83)
 EK0704_MARKER: DR = REFERENCE MARK DISK
 EK0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0704_SP_SET: CONCRETE POST
 EK0704_STAMPING: ACORN NO 1 1952
 EK0704_MARK LOGO: CGS   
 EK0704_PROJECTION: PROJECTING 5 CENTIMETERS
 EK0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0704+STABILITY: SURFACE MOTION
 EK0704
 EK0704  HISTORY     - Date     Condition        Report By
 EK0704  HISTORY     - 1952     MONUMENTED       CGS
 EK0704  HISTORY     - 1985     GOOD             NGS
 EK0704  HISTORY     - 1987     GOOD             USPSQD
 EK0704  HISTORY     - 1988     GOOD             USPSQD
 EK0704  HISTORY     - 1989     GOOD             USPSQD
 EK0704  HISTORY     - 1990     GOOD             USPSQD
 EK0704
 EK0704                          STATION DESCRIPTION
 EK0704
 EK0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0704'15.0 KM (9.3 MI) NNE FROM MENA.
 EK0704'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  9.0 KM
 EK0704'(5.6 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 EK0704'STATE ROUTE 8 IN MENA, THENCE TAKE THE RIGHT FORK, 6.0 KM (3.7 MI)
 EK0704'NORTHEAST ALONG U.S. HIGHWAY 71 AND U.S. HIGHWAY 270, AT THE TOP OF A
 EK0704'HILL, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 20.1 METERS (66.0 FT)
 EK0704'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 24.8 METERS (81.3 FT) NORTH
 EK0704'OF STATION ACORN.
 EK0704'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0704'THE MARK IS 0.31 M ABOVE HIGHWAY 71.
 EK0704
 EK0704                          STATION RECOVERY (1987)
 EK0704
 EK0704'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0704'RECOVERED IN GOOD CONDITION.
 EK0704
 EK0704                          STATION RECOVERY (1988)
 EK0704
 EK0704'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0704'RECOVERED IN GOOD CONDITION.
 EK0704
 EK0704                          STATION RECOVERY (1989)
 EK0704
 EK0704'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0704'RECOVERED IN GOOD CONDITION.
 EK0704
 EK0704                          STATION RECOVERY (1990)
 EK0704
 EK0704'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0706 ***********************************************************************
 EK0706  DESIGNATION -  ACORN RM 2
 EK0706  PID         -  EK0706
 EK0706  STATE/COUNTY-  AR/POLK
 EK0706  USGS QUAD   -  ACORN (1975)
 EK0706
 EK0706                         *CURRENT SURVEY CONTROL
 EK0706  ___________________________________________________________________
 EK0706* NAD 83(1986)-  34 39 49.     (N)    094 08 59.     (W)     SCALED    
 EK0706* NAVD 88     -       365.233  (meters)    1198.27   (feet)  ADJUSTED  
 EK0706  ___________________________________________________________________
 EK0706  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 EK0706  DYNAMIC HT  -         364.840 (meters)    1196.98  (feet)  COMP
 EK0706  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 EK0706
 EK0706  VERT ORDER  -  FIRST     CLASS II
 EK0706
 EK0706.The horizontal coordinates were scaled from a topographic map and have
 EK0706.an estimated accuracy of +/- 6 seconds.
 EK0706
 EK0706.The orthometric height was determined by differential leveling
 EK0706.and adjusted by the National Geodetic Survey in June 1991..
 EK0706
 EK0706.The geoid height was determined by GEOID03.
 EK0706
 EK0706.The dynamic height is computed by dividing the NAVD 88
 EK0706.geopotential number by the normal gravity value computed on the
 EK0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0706.degrees latitude (g = 980.6199 gals.).
 EK0706
 EK0706.The modeled gravity was interpolated from observed gravity values.
 EK0706
 EK0706;                    North         East    Units  Estimated Accuracy
 EK0706;SPC AR S     -   623,560.      202,980.      MT  (+/- 180 meters Scaled)
 EK0706
 EK0706                          SUPERSEDED SURVEY CONTROL
 EK0706
 EK0706.No superseded survey control is available for this station.
 EK0706
 EK0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU946363(NAD 83)
 EK0706_MARKER: DR = REFERENCE MARK DISK
 EK0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0706_SP_SET: CONCRETE POST
 EK0706_STAMPING: ACORN NO 2 1952
 EK0706_MARK LOGO: CGS   
 EK0706_PROJECTION: PROJECTING 5 CENTIMETERS
 EK0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0706+STABILITY: SURFACE MOTION
 EK0706
 EK0706  HISTORY     - Date     Condition        Report By
 EK0706  HISTORY     - 1952     MONUMENTED       CGS
 EK0706  HISTORY     - 1985     GOOD             NGS
 EK0706  HISTORY     - 1987     GOOD             USPSQD
 EK0706  HISTORY     - 1988     GOOD             USPSQD
 EK0706  HISTORY     - 1989     GOOD             USPSQD
 EK0706  HISTORY     - 1990     GOOD             USPSQD
 EK0706
 EK0706                          STATION DESCRIPTION
 EK0706
 EK0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0706'15.0 KM (9.3 MI) NNE FROM MENA.
 EK0706'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  9.0 KM
 EK0706'(5.6 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 EK0706'STATE ROUTE 8 IN MENA, THENCE TAKE THE RIGHT FORK, 6.0 KM (3.7 MI)
 EK0706'NORTHEAST ALONG U.S. HIGHWAY 71 AND U.S. HIGHWAY 270, AT THE TOP OF A
 EK0706'HILL, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, ABOUT 49.0 METERS
 EK0706'(160.0 FT) EAST OF THE CENTERLINE OF HIGHWAYS 71 AND 270, AND
 EK0706'27.4 METERS (89.9 FT) EAST-SOUTHEAST OF STATION ACORN.
 EK0706'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 EK0706'THE MARK IS 0.31 M ABOVE HIGHWAY 71.
 EK0706
 EK0706                          STATION RECOVERY (1987)
 EK0706
 EK0706'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0706'RECOVERED IN GOOD CONDITION.
 EK0706
 EK0706                          STATION RECOVERY (1988)
 EK0706
 EK0706'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0706'RECOVERED IN GOOD CONDITION.
 EK0706
 EK0706                          STATION RECOVERY (1989)
 EK0706
 EK0706'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0706'RECOVERED IN GOOD CONDITION.
 EK0706
 EK0706                          STATION RECOVERY (1990)
 EK0706
 EK0706'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0137 ***********************************************************************
 EJ0137  DESIGNATION -  ACRE
 EJ0137  PID         -  EJ0137
 EJ0137  STATE/COUNTY-  AR/PULASKI
 EJ0137  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0137
 EJ0137                         *CURRENT SURVEY CONTROL
 EJ0137  ___________________________________________________________________
 EJ0137* NAD 83(1986)-  34 43 55.     (N)    092 16 11.     (W)     SCALED    
 EJ0137* NAVD 88     -        90.42   (+/-2cm)     296.7    (feet)  VERTCON   
 EJ0137  ___________________________________________________________________
 EJ0137  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0137
 EJ0137  VERT ORDER  -  ? (See Below)
 EJ0137
 EJ0137.The horizontal coordinates were scaled from a topographic map and have
 EJ0137.an estimated accuracy of +/- 6 seconds.
 EJ0137
 EJ0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0137.The vertical order pertains to the NGVD 29 superseded value.
 EJ0137
 EJ0137.The geoid height was determined by GEOID03.
 EJ0137
 EJ0137;                    North         East    Units  Estimated Accuracy
 EJ0137;SPC AR S     -   629,100.      375,300.      MT  (+/- 180 meters Scaled)
 EJ0137
 EJ0137                          SUPERSEDED SURVEY CONTROL
 EJ0137
 EJ0137  NGVD 29 (??/??/92)   90.472  (m)          296.82   (f) ADJ UNCH    ?  
 EJ0137
 EJ0137.Superseded values are not recommended for survey control.
 EJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0137.See file dsdata.txt to determine how the superseded data were derived.
 EJ0137
 EJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU668435(NAD 83)
 EJ0137_MARKER: DD = SURVEY DISK
 EJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0137_STAMPING: ACRE 1934
 EJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0137+STABILITY: SURFACE MOTION
 EJ0137
 EJ0137  HISTORY     - Date     Condition        Report By
 EJ0137  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0137  HISTORY     - 1937     GOOD             NGS
 EJ0137  HISTORY     - 1984     POOR             NGS
 EJ0137  HISTORY     - 1988     POOR             USPSQD
 EJ0137  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0137  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0137
 EJ0137                          STATION DESCRIPTION
 EJ0137
 EJ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 EJ0137'IN LITTLE ROCK.
 EJ0137'AT LITTLE ROCK, PULASKI COUNTY, AT THE INTERSECTION OF ROCK AND EAST
 EJ0137'SEVENTEENTH STREET, 229 FEET NORTH OF THE NORTHEAST CORNER OF THE ZION
 EJ0137'A.M.E. CHURCH, 37 FEET WEST OF THE CENTERLINE OF ROCK STREET, AND 18
 EJ0137'FEET NORTH OF THE CENTERLINE OF EAST SEVENTEENTH STREET.  A STATE
 EJ0137'SURVEY STANDARD DISK, STAMPED ACRE 1934 AND SET IN THE TOP OF A
 EJ0137'CONCRETE POST.
 EJ0137
 EJ0137                          STATION RECOVERY (1984)
 EJ0137
 EJ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0137'MARK RECOVERED IN POOR CONDITION.
 EJ0137
 EJ0137                          STATION RECOVERY (1988)
 EJ0137
 EJ0137'RECOVERY NOTE BY US POWER SQUADRON 1988 (JWP)
 EJ0137'MARK RECOVERED IN POOR CONDITION.
 EJ0137
 EJ0137                          STATION RECOVERY (1989)
 EJ0137
 EJ0137'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0137'MARK NOT FOUND.
 EJ0137
 EJ0137                          STATION RECOVERY (1990)
 EJ0137
 EJ0137'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0518 ***********************************************************************
 EJ0518  DESIGNATION -  ACTO
 EJ0518  PID         -  EJ0518
 EJ0518  STATE/COUNTY-  AR/JEFFERSON
 EJ0518  USGS QUAD   -  REDFIELD (1984)
 EJ0518
 EJ0518                         *CURRENT SURVEY CONTROL
 EJ0518  ___________________________________________________________________
 EJ0518* NAD 83(1986)-  34 28 02.     (N)    092 11 30.     (W)     SCALED    
 EJ0518* NAVD 88     -        80.149  (meters)     262.96   (feet)  ADJUSTED  
 EJ0518  ___________________________________________________________________
 EJ0518  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EJ0518  DYNAMIC HT  -          80.073 (meters)     262.71  (feet)  COMP
 EJ0518  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 EJ0518
 EJ0518  VERT ORDER  -  FIRST     CLASS II
 EJ0518
 EJ0518.The horizontal coordinates were scaled from a topographic map and have
 EJ0518.an estimated accuracy of +/- 6 seconds.
 EJ0518
 EJ0518.The orthometric height was determined by differential leveling
 EJ0518.and adjusted by the National Geodetic Survey in June 1991..
 EJ0518
 EJ0518.The geoid height was determined by GEOID03.
 EJ0518
 EJ0518.The dynamic height is computed by dividing the NAVD 88
 EJ0518.geopotential number by the normal gravity value computed on the
 EJ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0518.degrees latitude (g = 980.6199 gals.).
 EJ0518
 EJ0518.The modeled gravity was interpolated from observed gravity values.
 EJ0518
 EJ0518;                    North         East    Units  Estimated Accuracy
 EJ0518;SPC AR S     -   599,720.      382,390.      MT  (+/- 180 meters Scaled)
 EJ0518
 EJ0518                          SUPERSEDED SURVEY CONTROL
 EJ0518
 EJ0518  NGVD 29 (??/??/92)   80.206  (m)          263.14   (f) ADJ UNCH    1 2
 EJ0518
 EJ0518.Superseded values are not recommended for survey control.
 EJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0518.See file dsdata.txt to determine how the superseded data were derived.
 EJ0518
 EJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU742142(NAD 83)
 EJ0518_MARKER: DD = SURVEY DISK
 EJ0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0518_STAMPING: ACTO 1934
 EJ0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0518+STABILITY: SURFACE MOTION
 EJ0518
 EJ0518  HISTORY     - Date     Condition        Report By
 EJ0518  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0518  HISTORY     - 1937     GOOD             ARGS
 EJ0518  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0518
 EJ0518                          STATION DESCRIPTION
 EJ0518
 EJ0518'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0518'1.7 MI N FROM REDFIELD.
 EJ0518'1.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0518'AT REDFIELD, JEFFERSON COUNTY, 38 FEET SOUTH OF POLE 367+9, AT THE
 EJ0518'NORTH END OF A CURVE, 44.8 FEET EAST OF THE EAST RAIL, AND 5 FEET WEST
 EJ0518'OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED ACTO
 EJ0518'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0518
 EJ0518                          STATION RECOVERY (1984)
 EJ0518
 EJ0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0518'NOT SEARCHED FOR, INACCESSIBLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0334 ***********************************************************************
 DL0334  DESIGNATION -  AD
 DL0334  PID         -  DL0334
 DL0334  STATE/COUNTY-  AR/OUACHITA
 DL0334  USGS QUAD   -  CAMDEN (1985)
 DL0334
 DL0334                         *CURRENT SURVEY CONTROL
 DL0334  ___________________________________________________________________
 DL0334* NAD 83(1986)-  33 32 41.     (N)    092 50 49.     (W)     SCALED    
 DL0334* NAVD 88     -        40.666  (meters)     133.42   (feet)  ADJUSTED  
 DL0334  ___________________________________________________________________
 DL0334  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0334  DYNAMIC HT  -          40.624 (meters)     133.28  (feet)  COMP
 DL0334  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 DL0334
 DL0334  VERT ORDER  -  FIRST     CLASS II
 DL0334
 DL0334.The horizontal coordinates were scaled from a topographic map and have
 DL0334.an estimated accuracy of +/- 6 seconds.
 DL0334
 DL0334.The orthometric height was determined by differential leveling
 DL0334.and adjusted by the National Geodetic Survey in June 1991..
 DL0334
 DL0334.The geoid height was determined by GEOID03.
 DL0334
 DL0334.The dynamic height is computed by dividing the NAVD 88
 DL0334.geopotential number by the normal gravity value computed on the
 DL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0334.degrees latitude (g = 980.6199 gals.).
 DL0334
 DL0334.The modeled gravity was interpolated from observed gravity values.
 DL0334
 DL0334;                    North         East    Units  Estimated Accuracy
 DL0334;SPC AR S     -   497,710.      321,350.      MT  (+/- 180 meters Scaled)
 DL0334
 DL0334                          SUPERSEDED SURVEY CONTROL
 DL0334
 DL0334  NGVD 29 (??/??/92)   40.69   (m)          133.5    (f) COMPUTED    1 2
 DL0334
 DL0334.Superseded values are not recommended for survey control.
 DL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0334.See file dsdata.txt to determine how the superseded data were derived.
 DL0334
 DL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT142116(NAD 83)
 DL0334_MARKER: N = NAIL
 DL0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0334_SP_SET: OAK TREE
 DL0334_STAMPING: AD1960
 DL0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0334
 DL0334  HISTORY     - Date     Condition        Report By
 DL0334  HISTORY     - 1960     MONUMENTED       CGS
 DL0334
 DL0334                          STATION DESCRIPTION
 DL0334
 DL0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0334'2.45 MI SW FROM CAMDEN.
 DL0334'IN THE WEST ROOT OF A 15-INCH OAK TREE, 25.4 FEET SOUTHWEST OF BENCH
 DL0334'MARK D 197, A COPPER NAIL AND WASHER STAMPED AD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1695 ***********************************************************************
 EJ1695  DESIGNATION -  ADAMS
 EJ1695  PID         -  EJ1695
 EJ1695  STATE/COUNTY-  AR/PULASKI
 EJ1695  USGS QUAD   -  SWEET HOME (1986)
 EJ1695
 EJ1695                         *CURRENT SURVEY CONTROL
 EJ1695  ___________________________________________________________________
 EJ1695* NAD 83(1997)-  34 43 46.28507(N)    092 13 34.85138(W)     ADJUSTED  
 EJ1695* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 EJ1695  ___________________________________________________________________
 EJ1695  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EJ1695  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ1695
 EJ1695  HORZ ORDER  -  THIRD
 EJ1695
 EJ1695.This mark is at Adams Field Airport (LIT)
 EJ1695
 EJ1695.The horizontal coordinates were established by classical geodetic methods
 EJ1695.and adjusted by the National Geodetic Survey in September 1999..
 EJ1695
 EJ1695.The orthometric height was scaled from a topographic map.
 EJ1695
 EJ1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1695
 EJ1695.The geoid height was determined by GEOID03.
 EJ1695
 EJ1695;                    North         East     Units Scale Factor Converg.
 EJ1695;SPC AR S     -   628,826.323   379,269.564   MT  0.99999193   -0 07 36.1
 EJ1695;SPC AR S     - 2,063,074.36  1,244,320.23   sFT  0.99999193   -0 07 36.1
 EJ1695;UTM  15      - 3,843,321.372   570,829.340   MT  0.99966183   +0 26 26.8
 EJ1695
 EJ1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1695!SPC AR S     -   0.99999194  x   0.99999193  =   0.99998387
 EJ1695!UTM  15      -   0.99999194  x   0.99966183  =   0.99965377
 EJ1695
 EJ1695:                Primary Azimuth Mark                     Grid Az
 EJ1695:SPC AR S     -  ROSE CTY COTTON SEED OIL CO TK           009 31 01.5
 EJ1695:UTM  15      -  ROSE CTY COTTON SEED OIL CO TK           008 56 58.6
 EJ1695
 EJ1695|---------------------------------------------------------------------|
 EJ1695| PID    Reference Object                     Distance      Geod. Az  |
 EJ1695|                                                           dddmmss.s |
 EJ1695| EJ1684 ROSE CTY COTTON SEED OIL CO TK      APPROX. 2.9 KM 0092325.4 |
 EJ1695| EJ1685 N LITTLE ROCK RAD KXLR SW MAST      APPROX. 4.8 KM 0340114.6 |
 EJ1695| EJ1681 N LITTLE ROCK POWER LT TK           APPROX. 3.6 KM 0434921.2 |
 EJ1695| CY5137 ADAMS RM 1                           25.335 METERS 06128     |
 EJ1695| EJ0133 ADAMS 2 RM 3                                       07101     |
 EJ1695| EJ0132 ADAMS 2                              25.630 METERS 12531     |
 EJ1695| EJ1697 LITTLE ROCK ADAM FLD ASR 4 RAD      338.948 METERS 14814     |
 EJ1695| CY5138 ADAMS RM 2                           26.648 METERS 15009     |
 EJ1695| CY5139 ADAMS 2 AZ MK                                      2143643.2 |
 EJ1695| EJ1709 LITTLE ROCK GAINES ST SPIPE         APPROX. 5.0 KM 2755346.3 |
 EJ1695| EJ1692 LITTLE ROCK ADAMS FIELD AIRPORT BEA APPROX. 1.4 KM 2865256.9 |
 EJ1695| EJ1706 LITTLE ROCK RAD STA KMMK FM         APPROX. 4.6 KM 2923814.6 |
 EJ1695| EJ1746 LITTLE ROCK ARK POWER CO STACK      APPROX. 5.2 KM 2963424.8 |
 EJ1695| EJ1741 N LITTLE ROCK RAD STA KVLC          APPROX. 7.4 KM 3031830.4 |
 EJ1695| EJ1751 FORT LOGAN H ROOTS WATER TANK       APPROX. 8.1 KM 3090457.6 |
 EJ1695| EJ1752 N LITTLE ROCK VETERANS ADM STK      APPROX. 8.2 KM 3094630.2 |
 EJ1695| EJ1683 N LITTLE ROCK RAD KARK SW TWR       APPROX. 5.1 KM 3385440.4 |
 EJ1695| EJ1682 N LITTLE ROCK RAD KARK NE TWR       APPROX. 5.1 KM 3393548.6 |
 EJ1695|---------------------------------------------------------------------|
 EJ1695
 EJ1695                          SUPERSEDED SURVEY CONTROL
 EJ1695
 EJ1695  NAD 83(1986)-  34 43 46.29874(N)    092 13 34.83423(W) AD(       ) 3
 EJ1695  NAD 27      -  34 43 45.96587(N)    092 13 34.29633(W) AD(       ) 3
 EJ1695
 EJ1695.Superseded values are not recommended for survey control.
 EJ1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1695.See file dsdata.txt to determine how the superseded data were derived.
 EJ1695
 EJ1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7082943321(NAD 83)
 EJ1695_MARKER: DS = TRIANGULATION STATION DISK
 EJ1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1695
 EJ1695  HISTORY     - Date     Condition        Report By
 EJ1695  HISTORY     - 1964     MONUMENTED       CGS
 EJ1695  HISTORY     - 1970     SEE DESCRIPTION  NGS
 EJ1695
 EJ1695                          STATION DESCRIPTION
 EJ1695
 EJ1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1695'THE STATION IS LOCATED ON THE EAST SIDE OF THE ADAMS FIELD
 EJ1695'MUNICIPAL AIRPORT, IN THE SOUTHEAST EDGE OF LITTLE ROCK, ABOUT
 EJ1695'1,000 FEET EAST-NORTHEAST OF THE INTERSECTION OF THE NORTHEAST
 EJ1695'AND NORTHWEST MAIN RUNWAYS OF THE FIELD, NEAR THE CENTER OF
 EJ1695'SEC. 7, T. 1 N., R. 11 W., IN BADGETT TOWNSHIP.  IT IS 85 FEET
 EJ1695'SOUTHWEST OF THE CENTER OF A CONCRETE CULVERT, AND 30 FEET
 EJ1695'SOUTH OF THE CENTERLINE OF A PAVED ROAD.  THE MONUMENT PROJECTS
 EJ1695'1 INCH AND THE DISK IS STAMPED ADAMS 1964.
 EJ1695'
 EJ1695'TO REACH FROM THE INTERSECTION OF ROOSEVELT ROAD AND FRAZIER
 EJ1695'PIKE AT THE SOUTHWEST CORNER OF ADAMS FIELD, GO EAST ON
 EJ1695'ROOSEVELT ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 EJ1695'AND GO NORTH ON A PAVED ROAD FOR 0.6 MILE TO A POINT WHERE
 EJ1695'THE ROAD TURNS SHARP RIGHT AND A WIRE GATE ON THE LEFT.  TURN
 EJ1695'LEFT AND GO WEST ON A SURFACED ROAD FOR 0.15 MILE TO THE END OF
 EJ1695'THE ROAD AND THE STATION ON THE LEFT.
 EJ1695'
 EJ1695'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADAMS NO 1 1964,
 EJ1695'CEMENTED IN A DRILLED HOLE IN THE SOUTHWEST HEADWALL OF A
 EJ1695'CONCRETE CULVERT.  IT IS 14 FEET NORTH OF THE CENTERLINE OF THE
 EJ1695'PAVED ROAD.
 EJ1695'
 EJ1695'REFERENCE MARK 2 IS 103 FEET SOUTH OF THE CENTERLINE OF THE
 EJ1695'PAVED ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 EJ1695'STAMPED ADAMS NO 2 1964.
 EJ1695'
 EJ1695'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EJ1695
 EJ1695                          STATION RECOVERY (1970)
 EJ1695
 EJ1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EJ1695'THE STATION MARK AND REFERENCE MARK NO. 1 WERE IN THE WAY OF
 EJ1695'CONSTRUCTION OF NEW TAXIWAYS AT THE ADAMS FIELD AIRPORT, AND
 EJ1695'WERE MOVED AT THE REQUEST OF THE CONSULTING ENGINEERS.  REFERENCE
 EJ1695'MARK NO. 2 WAS RECOVERED AND FOUND NOT IN THE CONSTRUCTION LIMITS.
 EJ1695'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 EJ1695'A NEW STATION ADAMS 2 1970 WAS ESTABLISHED SOUTHEAST OF THE
 EJ1695'OLD STATION AND THE REFERENCE MARK NO. 2 WAS USED FOR THE NEW
 EJ1695'STATION.  AFTER ALL OBSERVATIONS WERE COMPLETED AND TRAVERSE
 EJ1695'MEASUREMENTS MADE AND CHECKED, THE ORIGINAL SURFACE STATION
 EJ1695'MARK WAS DESTROYED AND THE DISK REMOVED, AS WAS REFERENCE MARK
 EJ1695'NO. 1.  NO ORIGINAL AZIMUTH MARK EVER ESTABLISHED.
 EJ1695'
 EJ1695'SEE DESCRIPTION FOR NEW STATION ADAMS 2 1970.
 EJ1695'
 EJ1695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN SOUTHEAST
 EJ1695'LITTLE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0132 ***********************************************************************
 EJ0132  CBN         -  This is a Cooperative Base Network Control Station.
 EJ0132  PACS        -  This is a Primary Airport Control Station.
 EJ0132  DESIGNATION -  ADAMS 2
 EJ0132  PID         -  EJ0132
 EJ0132  STATE/COUNTY-  AR/PULASKI
 EJ0132  USGS QUAD   -  SWEET HOME (1986)
 EJ0132
 EJ0132                         *CURRENT SURVEY CONTROL
 EJ0132  ___________________________________________________________________
 EJ0132* NAD 83(1997)-  34 43 45.80192(N)    092 13 34.03136(W)     ADJUSTED  
 EJ0132* NAVD 88     -        77.842  (meters)     255.39   (feet)  ADJUSTED  
 EJ0132  ___________________________________________________________________
 EJ0132  X           -    -203,835.514 (meters)                     COMP
 EJ0132  Y           -  -5,243,669.853 (meters)                     COMP
 EJ0132  Z           -   3,613,263.752 (meters)                     COMP
 EJ0132  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EJ0132  ELLIP HEIGHT-          51.25  (meters)          (09/21/01) GPS OBS
 EJ0132  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0132  DYNAMIC HT  -          77.769 (meters)     255.15  (feet)  COMP
 EJ0132  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 EJ0132
 EJ0132  HORZ ORDER  -  B
 EJ0132  VERT ORDER  -  SECOND    CLASS 0
 EJ0132  ELLP ORDER  -  FOURTH    CLASS II
 EJ0132
 EJ0132.This mark is at Adams Field Airport (LIT)
 EJ0132
 EJ0132.The horizontal coordinates were established by GPS observations
 EJ0132.and adjusted by the National Geodetic Survey in September 1997..
 EJ0132
 EJ0132.The orthometric height was determined by differential leveling
 EJ0132.and adjusted by the National Geodetic Survey in June 1991..
 EJ0132
 EJ0132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ0132
 EJ0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0132
 EJ0132.The ellipsoidal height was determined by GPS observations
 EJ0132.and is referenced to NAD 83.
 EJ0132
 EJ0132.The geoid height was determined by GEOID03.
 EJ0132
 EJ0132.The dynamic height is computed by dividing the NAVD 88
 EJ0132.geopotential number by the normal gravity value computed on the
 EJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0132.degrees latitude (g = 980.6199 gals.).
 EJ0132
 EJ0132.The modeled gravity was interpolated from observed gravity values.
 EJ0132
 EJ0132;                    North         East     Units Scale Factor Converg.
 EJ0132;SPC AR S     -   628,811.388   379,290.393   MT  0.99999190   -0 07 35.6
 EJ0132;SPC AR S     - 2,063,025.36  1,244,388.56   sFT  0.99999190   -0 07 35.6
 EJ0132;UTM  15      - 3,843,306.649   570,850.309   MT  0.99966187   +0 26 27.2
 EJ0132
 EJ0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0132!SPC AR S     -   0.99999196  x   0.99999190  =   0.99998386
 EJ0132!UTM  15      -   0.99999196  x   0.99966187  =   0.99965383
 EJ0132
 EJ0132|---------------------------------------------------------------------|
 EJ0132| PID    Reference Object                     Distance      Geod. Az  |
 EJ0132|                                                           dddmmss.s |
 EJ0132| EJ0133 ADAMS 2 RM 3                         31.108 METERS 02853     |
 EJ0132| EJ1681 N LITTLE ROCK POWER LT TK           APPROX. 3.6 KM 0432514.9 |
 EJ0132| EJ1697 LITTLE ROCK ADAM FLD ASR 4 RAD      315.461 METERS 15002     |
 EJ0132| AI3581 LIT A                               APPROX. 0.6 KM 1905832.6 |
 EJ0132| CY5139 ADAMS 2 AZ MK                                      2160711.4 |
 EJ0132| CY5138 ADAMS RM 2                           11.198 METERS 22244     |
 EJ0132| EJ1709 LITTLE ROCK GAINES ST SPIPE         APPROX. 5.0 KM 2760224.9 |
 EJ0132| EJ1692 LITTLE ROCK ADAMS FIELD AIRPORT BEA APPROX. 1.4 KM 2871242.4 |
 EJ0132| EJ1695 ADAMS                                25.630 METERS 30531     |
 EJ0132|---------------------------------------------------------------------|
 EJ0132
 EJ0132                          SUPERSEDED SURVEY CONTROL
 EJ0132
 EJ0132  ELLIP H (09/19/97)   51.23   (m)                       GP(       ) 4 1
 EJ0132  NAD 83(1986)-  34 43 45.81560(N)    092 13 34.01421(W) AD(       ) 1
 EJ0132  NAD 27      -  34 43 45.48272(N)    092 13 33.47632(W) AD(       ) 3
 EJ0132  NAVD 88 (09/19/97)   77.84   (m)          255.4    (f) LEVELING    3  
 EJ0132  NGVD 29 (??/??/92)   77.893  (m)          255.55   (f) ADJ UNCH    2 0
 EJ0132
 EJ0132.Superseded values are not recommended for survey control.
 EJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0132.See file dsdata.txt to determine how the superseded data were derived.
 EJ0132
 EJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7085043307(NAD 83)
 EJ0132_MARKER: DS = TRIANGULATION STATION DISK
 EJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0132_SP_SET: CONCRETE POST
 EJ0132_STAMPING: ADAMS 2 1970
 EJ0132_MARK LOGO: NGS   
 EJ0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0132+STABILITY: SURFACE MOTION
 EJ0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0132+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2000
 EJ0132
 EJ0132  HISTORY     - Date     Condition        Report By
 EJ0132  HISTORY     - 1970     MONUMENTED       NGS
 EJ0132  HISTORY     - 1971     GOOD             NGS
 EJ0132  HISTORY     - 1971     GOOD             NGS
 EJ0132  HISTORY     - 1978     GOOD             NGS
 EJ0132  HISTORY     - 1978     GOOD             NGS
 EJ0132  HISTORY     - 1984     POOR             NGS
 EJ0132  HISTORY     - 1989     GOOD             USPSQD
 EJ0132  HISTORY     - 19890901 GOOD             NGS
 EJ0132  HISTORY     - 19900501 GOOD
 EJ0132  HISTORY     - 19970414 GOOD             NGS
 EJ0132  HISTORY     - 19980901 GOOD             NRCS
 EJ0132  HISTORY     - 19990531 GOOD             NGS
 EJ0132  HISTORY     - 20001120 GOOD             NGS
 EJ0132  HISTORY     - 20040505 MARK NOT FOUND   NGS
 EJ0132
 EJ0132                          STATION DESCRIPTION
 EJ0132
 EJ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EJ0132'THE STATION IS LOCATED NEAR THE EAST SIDE OF EXISTING ADAMS
 EJ0132'FIELD MUNICIPAL AIRPORT, ABOUT 0.15 OF A MILE WEST-NORTHWEST OF
 EJ0132'FACTORIA ROAD, ABOUT 0.2 OF A MILE NORTH-NORTHWEST OF A LARGE
 EJ0132'RADAR INSTALLATION, AND ABOUT 0.35 OF A MILE WEST OF THE PROPOSED
 EJ0132'NEW TERMINAL BUILDING.
 EJ0132'
 EJ0132'TO REACH THE STATION FROM THE INTERCHANGE OF U. S. HIGHWAYS 65
 EJ0132'AND 167 AND INTERSTATE ROUTE 30 IN LITTLE ROCK, GO EASTERLY ON
 EJ0132'ROOSEVELT ROAD FOR 0.5 OF A MILE TO CONFEDERATE BOULEVARD.  HERE
 EJ0132'CONTINUE EASTERLY ON ROOSEVELT ROAD FOR 0.35 OF A MILE TO THE
 EJ0132'AZIMUTH MARK ON THE LEFT ABOUT 70 YARDS AS DESCRIBED.  CONTINUE
 EJ0132'EASTERLY ON ROOSEVELT ROAD FOR 0.1 OF A MILE TO A LOCKED GATE ON
 EJ0132'THE LEFT*, CONTINUE EASTERLY ON ROOSEVELT ROAD FOR 0.4 OF A
 EJ0132'MILE TO FACTORIA ROAD.  HERE TURN LEFT AND GO NORTH ON FACTORIA
 EJ0132'ROAD FOR 0.4 OF A MILE TO A LARGE RADAR INSTALLATION ON THE
 EJ0132'LEFT, CONTINUE NORTHERLY ON FACTORIA ROAD FOR 0.15 OF A
 EJ0132'MILE TO A T ROAD LEFT.  HERE TURN LEFT ON AIRPORT SERVICE
 EJ0132'ROAD AND GO WEST FOR 0.15 OF A MILE TO THE STATION ON THE LEFT
 EJ0132'AS DESCRIBED.
 EJ0132'
 EJ0132'THE STATION IS 247 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 EJ0132'NEW TAXIWAY, 102 FEET SOUTHWEST OF A CONCRETE HEADWALL OF A
 EJ0132'DRAINAGE DITCH, 76 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 EJ0132'A PAVED AIRPORT SERVICE ROAD, AND 1.0 FOOT NORTH OF A METAL
 EJ0132'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 EJ0132'AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 EJ0132'AND THE DISK IS STAMPED ADAMS 2 1970.  THE UNDERGROUND DISK IS
 EJ0132'ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 EJ0132'
 EJ0132'REFERENCE MARK NO. 2 IS 138 FEET SOUTHWEST OF THE CONCRETE
 EJ0132'HEADWALL OF THE DRAINAGE DITCH, 102 FEET SOUTH OF THE APPROXIMATE
 EJ0132'CENTER OF THE PAVED AIRPORT SERVICE ROAD AND 36 FEET SOUTHWEST OF
 EJ0132'THE METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 EJ0132'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 EJ0132'DISK IS STAMPED ADAMS NO 2 1964.  NOTE- THE ARROW ON THIS MARK
 EJ0132'POINTS TO ADAMS 1964 UNDERGROUND STATION MARK.
 EJ0132'
 EJ0132'REFERENCE MARK NO. 3 IS 103 FEET NORTHEAST OF THE METAL WITNESS
 EJ0132'POST AND SIGN, 15 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 EJ0132'PAVED AIRPORT SERVICE ROAD AND 2.5 FEET NORTHWEST OF THE SOUTHEAST
 EJ0132'END OF A CONCRETE HEADWALL OF A DRAINAGE DITCH.  IT IS A STANDARD
 EJ0132'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHEAST END
 EJ0132'OF THE CONCRETE HEADWALL OF A DRAINAGE DITCH AND THE DISK IS
 EJ0132'STAMPED ADAMS 2 NO 3 1970.
 EJ0132'
 EJ0132'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2
 EJ0132'AND REFERENCE MARK NO. 3 IS 138.00 FEET - (42.062) METERS.
 EJ0132'
 EJ0132'THE AZIMUTH MARK IS ON THE AIRPORT GROUNDS ABOUT 0.7 OF A MILE
 EJ0132'SOUTHWEST OF THE STATION, 217 FEET NORTH OF THE APPROXIMATE CENTER
 EJ0132'OF ROOSEVELT ROAD, 99 FEET NORTH OF THE SOUTH PROPERTY FENCE OF THE
 EJ0132'AIRPORT, 3 FEET SOUTHWEST OF A WATER GATE CONTROL STANDARD,
 EJ0132'AND 2.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE
 EJ0132'ROOF OF A LARGE STORM SEWER WELL AND CONTROL GATES.  IT IS A
 EJ0132'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF
 EJ0132'A 7 FT X 10 FT STORM SEWER GATE WELL, AND THE DISK IS STAMPED
 EJ0132'ADAMS 2 1970.
 EJ0132'
 EJ0132'*TO REACH THE AZIMUTH MARK FROM THE GATE ON THE LEFT MENTIONED IN
 EJ0132'THE STATION TO-REACH, TURN LEFT PASSING THROUGH THE LOCKED GATE
 EJ0132'AND TURN BACK SHARP LEFT AND GO WESTERLY ACROSS GRASSY AREA FOR
 EJ0132'0.1 OF A MILE TO THE STORM SEWER GATE WELL AND THE MARK IN THE
 EJ0132'CONCRETE ROOF AS DESCRIBED.
 EJ0132
 EJ0132                          STATION RECOVERY (1971)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 EJ0132'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED AS
 EJ0132'DESCRIBED IN GOOD CONDITION, HOWEVER REFERENCE MARK NO. 2 COULD
 EJ0132'NOT BE RECOVERED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR DUE
 EJ0132'LACK OF EXTRA TIME.
 EJ0132'
 EJ0132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ADAMS
 EJ0132'FIELD, LITTLE ROCK
 EJ0132
 EJ0132                          STATION RECOVERY (1971)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EJ0132'IN LITTLE ROCK.
 EJ0132'THE STATION IS LOCATED NEAR THE EAST SIDE OF ADAMS FIELD AIRPORT,
 EJ0132'ABOUT 0.15 MILE WEST-NORTHWEST OF FACTORIA ROAD, 0.2 MILE
 EJ0132'NORTH-NORTHWEST OF A LARGE RADAR INSTALLATION AND ABOUT 0.35 MILE WEST
 EJ0132'OF THE PROPOSED NEW TERMINAL BUILDING.  IT IS 247 FEET SOUTHEAST OF
 EJ0132'THE APPROXIMATE CENTER OF A NEW TAXIWAY, 102 FEET SOUTHWEST OF A
 EJ0132'CONCRETE HEADWALL OF A DRAINAGE DITCH, 76 FEET SOUTHWEST OF THE
 EJ0132'APPROXIMATE CENTER OF A PAVED AIRPORT SERVICE ROAD AND 1.0 FOOT NORTH
 EJ0132'OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF AN 11-INCH ROUND
 EJ0132'CONCRETE POST PROJECTING 2 INCHES.
 EJ0132
 EJ0132                          STATION RECOVERY (1978)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DLV)
 EJ0132'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EJ0132'
 EJ0132'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LITTLE ROCK.
 EJ0132
 EJ0132                          STATION RECOVERY (1978)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 EJ0132'RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARK 3 AND THE
 EJ0132'AZIMUTH MARK WERE ALSO RECOVERED IN GOOD CONDITION, ALTHOUGH THE
 EJ0132'AZIMUTH MARK IS APPARENTLY IN THE PATH OF ROAD CONSTRUCTION AND MAY
 EJ0132'SOON BE DESTROYED.
 EJ0132'
 EJ0132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ADAMS FIELD,
 EJ0132'LITTLE ROCK.
 EJ0132
 EJ0132                          STATION RECOVERY (1984)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0132'MARK RECOVERED IN POOR CONDITION.
 EJ0132
 EJ0132                          STATION RECOVERY (1989)
 EJ0132
 EJ0132'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0132'RECOVERED IN GOOD CONDITION.
 EJ0132
 EJ0132                          STATION RECOVERY (1989)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EJ0132'STATION IS LOCATED ABOUT 1.4 KM (0.9 MI) NORTH OF INTERSTATE HIGHWAY
 EJ0132'440, 0.6 KM (0.4 MI) WEST OF THE LITTLE ROCK AIRPORT TERMINAL, AND
 EJ0132'0.3 KM (0.2 MI) NORTH-NORTHWEST OF THE LITTLE ROCK AIRPORT RADAR
 EJ0132'BUILDING AND TOWER.  AT THE LITTLE ROCK REGIONAL-ADAMS FIELD AIRPORT.
 EJ0132'OWNERSHIP--CITY OF LITTLE ROCK, 1 AIRPORT DRIVE, LITTLE ROCK AR
 EJ0132'72202.  PHONE IS 501-372-3439.  ASST. AIRPORT MANAGER-OPERATIONS IS
 EJ0132'J.W. FLOWERS, 1 AIRP0RT DRIVE, LITTLE ROCK AR 72202. PHONE
 EJ0132'IS501-372-3439.
 EJ0132'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 440 (EXIT
 EJ0132'3) AND COUNTY ROAD 21 (BANKHEAD ROAD) IN EAST LITTLE ROCK.  GO NORTH
 EJ0132'ON BANKHEAD ROAD FOR 0.56 KM (0.35 MI) TO A CROSSROAD. TURN LEFT AND
 EJ0132'GO WEST ON EAST ROOSEVELT ROAD FOR 0.18 KM (0.11 MI) TO A PAVED ROAD
 EJ0132'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON DAVE GRUNDFEST JR DRIVE FOR
 EJ0132'0.69 KM (0.43 MI) TO A Y-FORK.  BEAR RIGHT AND GO NORTHEAST ON A
 EJ0132'PAVED ROAD FOR 0.29 KM (0.18 MI) TO A LOCKED GATE ON THE LEFT AND THE
 EJ0132'AIRPORT TERMINAL ON THE RIGHT.  TURN LEFT AND PASS THROUGH THE GATE
 EJ0132'AND GO NORTHWEST ACROSS AN APRON FOR 0.16 KM (0.10 MI) TO A PAVED
 EJ0132'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 0.11
 EJ0132'KM (0.07 MI) TO AN OLD AIRPORT SERVICE ROAD WITH DIRT PILED ACROSS
 EJ0132'THE ROAD.  CONTINUE WEST ON THE OLD SERVICE ROAD AROUND DIRT PILE FOR
 EJ0132'0.11 KM (0.07 MI) TO THE END OF PAVEMENT AND THE STATION ON THE LEFT.
 EJ0132'IN WET WEATHER THE AIRPORT MANAGER WILL NOT ALLOW ANYONE TO DRIVE ON
 EJ0132'THE GRASS AROUND THE DIRT PILE.  YOU HAVE TO HAVE A VISTOR PASS AND
 EJ0132'AN ESCORT TO GET TO THE STATION.
 EJ0132'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---ADAMS 2 1970---.
 EJ0132'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT PROJECTS 5-CM
 EJ0132'ABOVE THE GROUND.  IT IS 75.3 M (247.0 FT) SOUTHEAST OF THE
 EJ0132'CENTERLINE OF A TAXIWAY, 35.7 M (117.1 FT) EAST OF THE NORTHEAST
 EJ0132'CORNER OF A CONCRETE HEADWALL, AND 23.2 M (76.1 FT)  SOUTH OF THE
 EJ0132'CENTER OF THE OLD SERVICE ROAD.
 EJ0132'CONTACT K.M. STOKES, GENERAL SUPERINTENDENT, AT THE AIRPORT
 EJ0132'MAINTENANCE OFFICE.  PHONE IS 501-374-9649 OR 501-374-5441.  TO GET A
 EJ0132'VISTORS PASS, BE SURE AND GIVE A COUPLE DAYS NOTICE.
 EJ0132'DESCRIBED BY E.J.HANSMANN.
 EJ0132
 EJ0132                          STATION RECOVERY (1990)
 EJ0132
 EJ0132'RECOVERED 1990
 EJ0132'RECOVERED IN GOOD CONDITION.
 EJ0132
 EJ0132                          STATION RECOVERY (1997)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EJ0132'RECOVERED AS DESCRIBED.
 EJ0132
 EJ0132                          STATION RECOVERY (1998)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EJ0132'RECOVERED AS DESCRIBED.
 EJ0132
 EJ0132                          STATION RECOVERY (1999)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 EJ0132'NOTE---THIS STATION IS A COOPERATIVE BASE NETWORK CONTROL STATION.
 EJ0132'THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS) .  THE
 EJ0132'STATION IS LOCATED AT THE LITTLE ROCK NATIONAL AIRPORT, IN THE GRASS
 EJ0132'AREA SOUTHEAST OF TAXIWAY F AND MIDWAY BETWEEN TAXIWAYS H AND P, NORTH
 EJ0132'OF THE NORTH CORNER OF THE NORTHERNMOST OF FOUR RAYTHEON HANGERS.
 EJ0132'OWNERSHIP--THE CITY OF LITTLE ROCK, 1 AIRPORT DRIVE, LITTLE ROCK
 EJ0132'ARKANSAS, 72202.  PHONE 501-372-3439.  AIRPORT MANAGER-OPERATIONS--MR.
 EJ0132'CHRISTOPHER H.  WHITE, LITTLE ROCK NATIONAL AIRPORT, ADAMS FIELD, ONE
 EJ0132'AIRPORT DRIVE, LITTLE ROCK ARKANSAS, 72202-4489.  PHONE--501-372-3439.
 EJ0132'FAX--501-372-0612.  GENERAL SUPERINTENDENT OF MAINTENANCE--MR.
 EJ0132'K.M.STOKES.  PHONE--501-374-9649 OR 501-374-5441.  YOU MUST HAVE A
 EJ0132'VISITORS PASS AND AN ESCORT TO ACCESS THE AIRPORT.  GIVE AT LEAST 1
 EJ0132'WEEK ADVANCED NOTICE BEFORE ARRIVAL.  TO REACH THE STATION FROM THE
 EJ0132'JUNCTION OF INTERSTATE HIGHWAY 440 (EXIT 3) AND COUNTY ROAD 21
 EJ0132'(BANKHEAD ROAD) IN SOUTHEAST LITTLE ROCK.  DRIVE NORTH AND NORTHEAST
 EJ0132'FOR 0.9 MI.  (1.4 KM) TO THE AIRPORT TERMINAL BUILDING.  THE AIRPORT
 EJ0132'OPERATIONS MANAGERS OFFICE IS LOCATED ON THE SOUTHEASTERN END OF THE
 EJ0132'TERMINAL BUILDING, SECOND FLOOR.
 EJ0132
 EJ0132                          STATION RECOVERY (2000)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 EJ0132'RECOVERED AS DESCRIBED
 EJ0132' 
 EJ0132' 
 EJ0132'
 EJ0132
 EJ0132                          STATION RECOVERY (2004)
 EJ0132
 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 EJ0132'THE LOCATION OF THE STATION IS UNDER A CONCRETE SERVICE ROAD. AIRPORT
 EJ0132'OPERATIONS REPORTED THAT THEY ACTUALLY SAW THE MARK GRADED OUT DURING
 EJ0132'THE ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0133 ***********************************************************************
 EJ0133  DESIGNATION -  ADAMS 2 RM 3
 EJ0133  PID         -  EJ0133
 EJ0133  STATE/COUNTY-  AR/PULASKI
 EJ0133  USGS QUAD   -  SWEET HOME (1986)
 EJ0133
 EJ0133                         *CURRENT SURVEY CONTROL
 EJ0133  ___________________________________________________________________
 EJ0133* NAD 83(1986)-  34 43 45.     (N)    092 13 34.     (W)     SCALED    
 EJ0133* NAVD 88     -        78.049  (meters)     256.07   (feet)  ADJUSTED  
 EJ0133  ___________________________________________________________________
 EJ0133  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0133  DYNAMIC HT  -          77.977 (meters)     255.83  (feet)  COMP
 EJ0133  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 EJ0133
 EJ0133  VERT ORDER  -  SECOND    CLASS 0
 EJ0133
 EJ0133.This mark is at Adams Field Airport (LIT)
 EJ0133
 EJ0133.The horizontal coordinates were scaled from a topographic map and have
 EJ0133.an estimated accuracy of +/- 6 seconds.
 EJ0133
 EJ0133.The orthometric height was determined by differential leveling
 EJ0133.and adjusted by the National Geodetic Survey in June 1991..
 EJ0133
 EJ0133.The geoid height was determined by GEOID03.
 EJ0133
 EJ0133.The dynamic height is computed by dividing the NAVD 88
 EJ0133.geopotential number by the normal gravity value computed on the
 EJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0133.degrees latitude (g = 980.6199 gals.).
 EJ0133
 EJ0133.The modeled gravity was interpolated from observed gravity values.
 EJ0133
 EJ0133;                    North         East    Units  Estimated Accuracy
 EJ0133;SPC AR S     -   628,790.      379,290.      MT  (+/- 180 meters Scaled)
 EJ0133
 EJ0133                          SUPERSEDED SURVEY CONTROL
 EJ0133
 EJ0133  NGVD 29 (??/??/92)   78.100  (m)          256.23   (f) ADJ UNCH    2 0
 EJ0133
 EJ0133.Superseded values are not recommended for survey control.
 EJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0133.See file dsdata.txt to determine how the superseded data were derived.
 EJ0133
 EJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU708432(NAD 83)
 EJ0133_MARKER: DR = REFERENCE MARK DISK
 EJ0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0133_SP_SET: CULVERT
 EJ0133_STAMPING: ADAMS 2 NO 3 1970
 EJ0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0133
 EJ0133  HISTORY     - Date     Condition        Report By
 EJ0133  HISTORY     - 1970     MONUMENTED       NGS
 EJ0133  HISTORY     - 1971     GOOD             NGS
 EJ0133  HISTORY     - 1984     GOOD             NGS
 EJ0133
 EJ0133                          STATION DESCRIPTION
 EJ0133
 EJ0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EJ0133'IN LITTLE ROCK.
 EJ0133'THE MARK IS LOCATED NEAR THE EAST SIDE OF ADAMS FIELD AIRPORT, ABOUT
 EJ0133'0.15 MILE WEST-NORTHWEST OF FACTORIA ROAD, 0.2 MILE NORTH-NORTHWEST OF
 EJ0133'A LARGE RADAR INSTALLATION AND ABOUT 0.35 MILE WEST OF THE PROPOSED
 EJ0133'NEW TERMINAL BUILDING.  IT IS 103 FEET NORTHEAST OF A METAL WITNESS
 EJ0133'POST AND SIGN, 102.06 FEET SOUTHWEST OF TRIANGULATION STATION ADAMS 2,
 EJ0133'15 FEET NORTH OF THE APPROXIMATE CENTER OF THE PAVED AIRPORT SERVICE
 EJ0133'ROAD AND 2.5 FEET NORTHWEST OF THE SOUTHEAST END OF A CONCRETE
 EJ0133'HEADWALL OF A DRAINAGE DITCH.  IT IS SET IN A DRILL HOLE IN THE TOP OF
 EJ0133'THE NORTHEAST END OF THE CONCRETE HEADWALL OF A DRAINAGE DITCH.
 EJ0133
 EJ0133                          STATION RECOVERY (1984)
 EJ0133
 EJ0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1759 ***********************************************************************
 FG1759  DESIGNATION -  ADONA
 FG1759  PID         -  FG1759
 FG1759  STATE/COUNTY-  AR/PERRY
 FG1759  USGS QUAD   -  ADONA (1989)
 FG1759
 FG1759                         *CURRENT SURVEY CONTROL
 FG1759  ___________________________________________________________________
 FG1759* NAD 83(1997)-  35 03 12.22972(N)    092 54 32.38851(W)     ADJUSTED  
 FG1759* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 FG1759  ___________________________________________________________________
 FG1759  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 FG1759  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FG1759
 FG1759  HORZ ORDER  -  FIRST
 FG1759
 FG1759.The horizontal coordinates were established by classical geodetic methods
 FG1759.and adjusted by the National Geodetic Survey in September 1999..
 FG1759
 FG1759.The orthometric height was scaled from a topographic map.
 FG1759
 FG1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1759
 FG1759.The geoid height was determined by GEOID03.
 FG1759
 FG1759;                    North         East     Units Scale Factor Converg.
 FG1759;SPC AR N     -    80,268.011   317,076.243   MT  0.99997857   -0 31 44.2
 FG1759;SPC AR N     -   263,345.97  1,040,274.31   sFT  0.99997857   -0 31 44.2
 FG1759;SPC AR S     -   665,102.808   317,068.030   MT  1.00007654   -0 30 31.5
 FG1759;SPC AR S     - 2,182,091.46  1,040,247.36   sFT  1.00007654   -0 30 31.5
 FG1759;UTM  15      - 3,878,968.416   508,298.795   MT  0.99960085   +0 03 08.2
 FG1759
 FG1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1759!SPC AR N     -   0.99995285  x   0.99997857  =   0.99993142
 FG1759!SPC AR S     -   0.99995285  x   1.00007654  =   1.00002939
 FG1759!UTM  15      -   0.99995285  x   0.99960085  =   0.99955372
 FG1759
 FG1759|---------------------------------------------------------------------|
 FG1759| PID    Reference Object                     Distance      Geod. Az  |
 FG1759|                                                           dddmmss.s |
 FG1759| CI0019 ADONA RM 1                           13.035 METERS 12209     |
 FG1759| CI0018 ADONA AZ MK                                        1632834.9 |
 FG1759| CI0020 ADONA RM 2                           34.169 METERS 28452     |
 FG1759|---------------------------------------------------------------------|
 FG1759
 FG1759                          SUPERSEDED SURVEY CONTROL
 FG1759
 FG1759  NAD 83(1986)-  35 03 12.24389(N)    092 54 32.38259(W) AD(       ) 1
 FG1759  NAD 27      -  35 03 11.92900(N)    092 54 31.77200(W) AD(       ) 1
 FG1759
 FG1759.Superseded values are not recommended for survey control.
 FG1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1759.See file dsdata.txt to determine how the superseded data were derived.
 FG1759
 FG1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0829978968(NAD 83)
 FG1759_MARKER: DD = SURVEY DISK
 FG1759_SETTING: 66 = SET IN ROCK OUTCROP
 FG1759_SP_SET: PARTIALLY EXPOSED BEDROCK
 FG1759
 FG1759  HISTORY     - Date     Condition        Report By
 FG1759  HISTORY     - 1940     MONUMENTED       CGS
 FG1759  HISTORY     - 1967     GOOD             CGS
 FG1759
 FG1759                          STATION DESCRIPTION
 FG1759
 FG1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1759'THIS STATION IS LOCATED ON THE HIGHEST POINT OF ROSE CREEK
 FG1759'MOUNTAIN WHICH IS A VERY PROMINENT RIDGE ABOUT 6-1/2 MILES
 FG1759'W OF PERRY, AND ABOUT 8 MILES ENE OF CASA.
 FG1759'
 FG1759'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 FG1759'DRILL HOLES IN OUTCROPPING BEDROCK.
 FG1759'
 FG1759'THE MARK IS 65 FEET N OF THE RIM OF THE CLIFF AND 30 FEET
 FG1759'E OF A TRIANGLE-BLAZED 15-INCH OAK TREE.  THE DISK IS STAMPED
 FG1759'ADONA 1940.
 FG1759'
 FG1759'REFERENCE MARK NO. 1 IS AT THE EDGE OF THE CLIFF AND ON
 FG1759'LINE WITH PINNACLE BUTTE (FOURCHE 2, 1940) 42.771 FEET ESE
 FG1759'OF THE STATION.
 FG1759'
 FG1759'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 73 FEET N OF A
 FG1759'POINT ON THE CLIFF, AND 82 FEET S OF THE WOODS ROAD.  THE
 FG1759'DISK IS STAMPED ADONA NO.2, 1940.
 FG1759'
 FG1759'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF THE NW WING
 FG1759'OF THE W ABUTMENT OF THE CONCRETE BRIDGE OVER HOWELL CREEK
 FG1759'AT THE W EDGE OF ADONA, 15 FEET N OF THE CENTER LINE OF
 FG1759'THE ROAD.  THE DISK IS STAMPED ADONA 1940.
 FG1759'
 FG1759'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 9
 FG1759'AND 10 IN PERRY GO W ON STATE ROAD 10 FOR 6.6 MILES TO A
 FG1759'CONCRETE BRIDGE OVER HOWELL CREEK AT THE W EDGE OF THE VILLAGE
 FG1759'OF ADONA AND AZIMUTH MARK IN THE NW ABUTMENT.  CONTINUE W
 FG1759'2.0 MILES TO A GRADED DIRT ROAD ON THE RIGHT.  TURN RIGHT,
 FG1759'(N), AND GO 0.8 MILE TO A T-INTERSECTION, TURN LEFT AND
 FG1759'FOLLOW MAIN ROAD W AND N TO THE TOP OF THE RIDGE AND A WOODS
 FG1759'ROAD RIGHT, TURN RIGHT (E) AND FOLLOW THE WOODS ROAD ALONG
 FG1759'THE CREST OF THE RIDGE FOR 2.4 MILES TO THE HIGHEST POINT
 FG1759'OF THE MOUNTAIN AND THE STATION AND ABOUT 50 YARDS ON THE
 FG1759'RIGHT.
 FG1759'
 FG1759'STATIONS ADONA AND FOURCHE 2 ARE INTERVISIBLE AT GROUND
 FG1759'LEVEL.  A LINE TO STOUTS POINT HAS BEEN CLEARED.
 FG1759
 FG1759                          STATION RECOVERY (1967)
 FG1759
 FG1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1759'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE
 FG1759'TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1759'
 FG1759'STATION IS LOCATED ON THE HIGHEST POINT OF A EAST-WEST RIDGE
 FG1759'WHICH DROPS OFF SHARPLY TO THE SOUTH, ABOUT 8 MILES EAST-NORTHEAST
 FG1759'OF CASA 6-1/2 MILES WEST OF PERRY AND 1-1/2 MILES NORTH-NORTHWEST
 FG1759'OF ADONA.
 FG1759'
 FG1759'TO REACH FROM THE POST OFFICE IN ADONA, GO WESTERLY ON STATE
 FG1759'HIGHWAY 10 FOR 0.35 MILE TO THE WEST END OF THE BRIDGE OVER
 FG1759'HOWELL CREEK AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FG1759'AHEAD AND GO WEST ON STATE HIGHWAY 10 FOR 2.0 MILES TO A SIDE
 FG1759'ROAD RIGHT.  TURN RIGHT, CROSS RAILROAD TRACKS AND GO NORTH
 FG1759'ON GRADED ROAD FOR 0.8 MILE TO A T-INTERSECTION.  TURN LEFT,
 FG1759'WEST AND NORTH ON GRADED ROAD FOR 0.75 MILE TO A CROSSROAD
 FG1759'AT THE TOP OF RIDGE.  TURN RIGHT AND GO EASTERLY ON WOODS
 FG1759'ROAD FOR 0.8 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 FG1759'AHEAD ON WOODS ROAD FOR 0.85 MILE TO THE END OF TRUCK
 FG1759'TRAVEL.  FROM HERE PACK EAST ALONG THE SOUTH EDGE OF THE
 FG1759'RIDGE FOR ABOUT 1/2 MILE TO THE HIGHEST POINT AND
 FG1759'STATION.
 FG1759'
 FG1759'STATION MARK IS A STANDARD DISK, STAMPED ADONA 1940, CEMENTED
 FG1759'IN A DRILL HOLE IN A 3 BY 6 FOOT ROCK OUTCROP PROJECTING 6
 FG1759'INCHES.  IT IS 65 FEET NORTH OF THE SOUTH EDGE OF THE BLUFF AND 4
 FG1759'FEET SOUTHEAST OF A 6 INCH OAK TREE WITH A WITNESS SIGN
 FG1759'NAILED TO THE SOUTH SIDE.
 FG1759'
 FG1759'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADONA NO 1 1940,
 FG1759'CEMENTED IN A DRILL HOLE IN A 10 BY 12 FOOT ROCK OUTCROP
 FG1759'PROJECTING 3 FEET.  IT IS 15 FEET NORTH OF THE SOUTH EDGE
 FG1759'OF THE BLUFF AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1759'
 FG1759'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADONA NO 1 1940,
 FG1759'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP FLUSH
 FG1759'WITH THE GROUND.  IT IS 73 FEET NORTH OF THE SOUTH EDGE OF
 FG1759'THE BLUFF AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1759'
 FG1759'AZIMUTH MARK IS A STANDARD DISK, STAMPED ADONA 1940, CEMENTED
 FG1759'IN A DRILL HOLE IN THE NORTHWEST WING OF THE WEST ABUTMENT
 FG1759'OF THE CONCRETE BRIDGE OVER HOWELL CREEK.  IT IS 15 FEET
 FG1759'NORTH OF THE CENTER OF STATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0144 ***********************************************************************
 EJ0144  DESIGNATION -  ADZ
 EJ0144  PID         -  EJ0144
 EJ0144  STATE/COUNTY-  AR/PULASKI
 EJ0144  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0144
 EJ0144                         *CURRENT SURVEY CONTROL
 EJ0144  ___________________________________________________________________
 EJ0144* NAD 83(1986)-  34 44 11.     (N)    092 18 16.     (W)     SCALED    
 EJ0144* NAVD 88     -        93.448  (meters)     306.59   (feet)  ADJUSTED  
 EJ0144  ___________________________________________________________________
 EJ0144  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EJ0144  DYNAMIC HT  -          93.362 (meters)     306.31  (feet)  COMP
 EJ0144  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 EJ0144
 EJ0144  VERT ORDER  -  FIRST     CLASS II
 EJ0144
 EJ0144.The horizontal coordinates were scaled from a topographic map and have
 EJ0144.an estimated accuracy of +/- 6 seconds.
 EJ0144
 EJ0144.The orthometric height was determined by differential leveling
 EJ0144.and adjusted by the National Geodetic Survey in June 1991..
 EJ0144
 EJ0144.The geoid height was determined by GEOID03.
 EJ0144
 EJ0144.The dynamic height is computed by dividing the NAVD 88
 EJ0144.geopotential number by the normal gravity value computed on the
 EJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0144.degrees latitude (g = 980.6199 gals.).
 EJ0144
 EJ0144.The modeled gravity was interpolated from observed gravity values.
 EJ0144
 EJ0144;                    North         East    Units  Estimated Accuracy
 EJ0144;SPC AR S     -   629,610.      372,120.      MT  (+/- 180 meters Scaled)
 EJ0144
 EJ0144                          SUPERSEDED SURVEY CONTROL
 EJ0144
 EJ0144  NGVD 29 (??/??/92)   93.500  (m)          306.76   (f) ADJ UNCH    1 2
 EJ0144
 EJ0144.Superseded values are not recommended for survey control.
 EJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0144.See file dsdata.txt to determine how the superseded data were derived.
 EJ0144
 EJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU636440(NAD 83)
 EJ0144_MARKER: DB = BENCH MARK DISK
 EJ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0144_STAMPING: ADZ
 EJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0144+STABILITY: SURFACE MOTION
 EJ0144
 EJ0144  HISTORY     - Date     Condition        Report By
 EJ0144  HISTORY     - UNK      MONUMENTED       CGS
 EJ0144  HISTORY     - 1935     MARK NOT FOUND   NGS
 EJ0144  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0144  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0144  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0144  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0144
 EJ0144                          STATION DESCRIPTION
 EJ0144
 EJ0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0144'IN LITTLE ROCK.
 EJ0144'IN THE TOWN OF, AT INTERSECTION OF W. 15TH ST. AND M.P. RY.  250 FEET
 EJ0144'NORTH OF MISSOURI PACIFIC R.R.M.P. 347-10.  50 FEET SOUTH OF
 EJ0144'CENTERLINE OF W. 15TH ST.  28.5 FEET WEST OF CENTERLINE OF WEST
 EJ0144'MAINLINE TRACK OF MISSOURI PACIFIC R.R.  5.1 FT. SOUTHEAST OF
 EJ0144'TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0144
 EJ0144                          STATION RECOVERY (1960)
 EJ0144
 EJ0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0144'MARK NOT FOUND.
 EJ0144
 EJ0144                          STATION RECOVERY (1984)
 EJ0144
 EJ0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0144'MARK NOT FOUND.
 EJ0144
 EJ0144                          STATION RECOVERY (1989)
 EJ0144
 EJ0144'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0144'MARK NOT FOUND.
 EJ0144
 EJ0144                          STATION RECOVERY (1990)
 EJ0144
 EJ0144'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0327 ***********************************************************************
 DL0327  DESIGNATION -  AE
 DL0327  PID         -  DL0327
 DL0327  STATE/COUNTY-  AR/OUACHITA
 DL0327  USGS QUAD   -  CAMDEN (1985)
 DL0327
 DL0327                         *CURRENT SURVEY CONTROL
 DL0327  ___________________________________________________________________
 DL0327* NAD 83(1986)-  33 32 45.     (N)    092 48 53.     (W)     SCALED    
 DL0327* NAVD 88     -        35.016  (meters)     114.88   (feet)  ADJUSTED  
 DL0327  ___________________________________________________________________
 DL0327  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0327  DYNAMIC HT  -          34.980 (meters)     114.76  (feet)  COMP
 DL0327  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 DL0327
 DL0327  VERT ORDER  -  FIRST     CLASS II
 DL0327
 DL0327.The horizontal coordinates were scaled from a topographic map and have
 DL0327.an estimated accuracy of +/- 6 seconds.
 DL0327
 DL0327.The orthometric height was determined by differential leveling
 DL0327.and adjusted by the National Geodetic Survey in June 1991..
 DL0327
 DL0327.The geoid height was determined by GEOID03.
 DL0327
 DL0327.The dynamic height is computed by dividing the NAVD 88
 DL0327.geopotential number by the normal gravity value computed on the
 DL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0327.degrees latitude (g = 980.6199 gals.).
 DL0327
 DL0327.The modeled gravity was interpolated from observed gravity values.
 DL0327
 DL0327;                    North         East    Units  Estimated Accuracy
 DL0327;SPC AR S     -   497,810.      324,340.      MT  (+/- 180 meters Scaled)
 DL0327
 DL0327                          SUPERSEDED SURVEY CONTROL
 DL0327
 DL0327  NGVD 29 (??/??/92)   35.04   (m)          115.0    (f) COMPUTED    1 2
 DL0327
 DL0327.Superseded values are not recommended for survey control.
 DL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0327.See file dsdata.txt to determine how the superseded data were derived.
 DL0327
 DL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT172118(NAD 83)
 DL0327_MARKER: N = NAIL
 DL0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0327_SP_SET: OAK TREE
 DL0327_STAMPING: AE 1960
 DL0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0327
 DL0327  HISTORY     - Date     Condition        Report By
 DL0327  HISTORY     - 1960     MONUMENTED       CGS
 DL0327
 DL0327                          STATION DESCRIPTION
 DL0327
 DL0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0327'2.6 MI SE FROM CAMDEN.
 DL0327'111.0 FEET SOUTH OF BENCH MARK J 196, IN THE WEST ROOT OF A 36-INCH
 DL0327'OAK TREE, A COPPER NAIL AND WASHER STAMPED AE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0228 ***********************************************************************
 DL0228  DESIGNATION -  AF
 DL0228  PID         -  DL0228
 DL0228  STATE/COUNTY-  AR/UNION
 DL0228  USGS QUAD   -  SMACKOVER (1985)
 DL0228
 DL0228                         *CURRENT SURVEY CONTROL
 DL0228  ___________________________________________________________________
 DL0228* NAD 83(1986)-  33 19 03.     (N)    092 39 13.     (W)     SCALED    
 DL0228* NAVD 88     -        51.190  (meters)     167.95   (feet)  ADJUSTED  
 DL0228  ___________________________________________________________________
 DL0228  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0228  DYNAMIC HT  -          51.136 (meters)     167.77  (feet)  COMP
 DL0228  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 DL0228
 DL0228  VERT ORDER  -  FIRST     CLASS II
 DL0228
 DL0228.The horizontal coordinates were scaled from a topographic map and have
 DL0228.an estimated accuracy of +/- 6 seconds.
 DL0228
 DL0228.The orthometric height was determined by differential leveling
 DL0228.and adjusted by the National Geodetic Survey in June 1991..
 DL0228
 DL0228.The geoid height was determined by GEOID03.
 DL0228
 DL0228.The dynamic height is computed by dividing the NAVD 88
 DL0228.geopotential number by the normal gravity value computed on the
 DL0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0228.degrees latitude (g = 980.6199 gals.).
 DL0228
 DL0228.The modeled gravity was interpolated from observed gravity values.
 DL0228
 DL0228;                    North         East    Units  Estimated Accuracy
 DL0228;SPC AR S     -   472,380.      339,140.      MT  (+/- 180 meters Scaled)
 DL0228
 DL0228                          SUPERSEDED SURVEY CONTROL
 DL0228
 DL0228  NGVD 29 (??/??/92)   51.226  (m)          168.06   (f) ADJ UNCH    1 2
 DL0228
 DL0228.Superseded values are not recommended for survey control.
 DL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0228.See file dsdata.txt to determine how the superseded data were derived.
 DL0228
 DL0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322865(NAD 83)
 DL0228_MARKER: N = NAIL
 DL0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0228_SP_SET: OAK TREE
 DL0228_STAMPING: AF
 DL0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0228
 DL0228  HISTORY     - Date     Condition        Report By
 DL0228  HISTORY     - UNK      MONUMENTED       CGS
 DL0228  HISTORY     - 1960     GOOD             NGS
 DL0228
 DL0228                          STATION DESCRIPTION
 DL0228
 DL0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0228'0.5 MI E FROM NORPHLET.
 DL0228'ABOUT 0.5 MILE EAST ALONG AN ASPHALT ROAD FROM THE MISSOURI PACIFIC
 DL0228'RAILROAD STATION AT NORPHLET, 59 1/2 FEET EAST OF BM Q 198, SET IN THE
 DL0228'NORTHEAST ROOT OF A 15-INCH OAK TREE.  A COPPER NAIL AND WASHER
 DL0228'STAMPED AF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0136 ***********************************************************************
 EJ0136  DESIGNATION -  AFAR
 EJ0136  PID         -  EJ0136
 EJ0136  STATE/COUNTY-  AR/PULASKI
 EJ0136  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0136
 EJ0136                         *CURRENT SURVEY CONTROL
 EJ0136  ___________________________________________________________________
 EJ0136* NAD 83(1986)-  34 43 38.     (N)    092 16 11.     (W)     SCALED    
 EJ0136* NAVD 88     -        92.33   (+/-2cm)     302.9    (feet)  VERTCON   
 EJ0136  ___________________________________________________________________
 EJ0136  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0136
 EJ0136  VERT ORDER  -  ? (See Below)
 EJ0136
 EJ0136.The horizontal coordinates were scaled from a topographic map and have
 EJ0136.an estimated accuracy of +/- 6 seconds.
 EJ0136
 EJ0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0136.The vertical order pertains to the NGVD 29 superseded value.
 EJ0136
 EJ0136.The geoid height was determined by GEOID03.
 EJ0136
 EJ0136;                    North         East    Units  Estimated Accuracy
 EJ0136;SPC AR S     -   628,580.      375,300.      MT  (+/- 180 meters Scaled)
 EJ0136
 EJ0136                          SUPERSEDED SURVEY CONTROL
 EJ0136
 EJ0136  NGVD 29 (??/??/92)   92.381  (m)          303.09   (f) ADJ UNCH    ?  
 EJ0136
 EJ0136.Superseded values are not recommended for survey control.
 EJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0136.See file dsdata.txt to determine how the superseded data were derived.
 EJ0136
 EJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU668430(NAD 83)
 EJ0136_MARKER: DD = SURVEY DISK
 EJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0136_STAMPING: AFAR 1934
 EJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0136+STABILITY: SURFACE MOTION
 EJ0136
 EJ0136  HISTORY     - Date     Condition        Report By
 EJ0136  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0136  HISTORY     - 1937     GOOD             NGS
 EJ0136  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0136  HISTORY     - 198504   MARK NOT FOUND   USPSQD
 EJ0136  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0136
 EJ0136                          STATION DESCRIPTION
 EJ0136
 EJ0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 EJ0136'IN LITTLE ROCK.
 EJ0136'AT LITTLE ROCK, PULASKI COUNTY, AT THE INTERSECTION OF ROCK AND EAST
 EJ0136'TWENTY-SECOND STREETS, NEAR A FRAME HOUSE AT 2201 ROCK STREET, 40 FEET
 EJ0136'NORTHWEST OF THE NORTHWEST CORNER, 21 FEET SOUTH OF THE CENTERLINE OF
 EJ0136'EAST TWENTY-SECOND STREET, AND 18 FEET EAST OF THE CENTERLINE OF ROCK
 EJ0136'STREET.  A STATE SURVEY STANDARD DISK, STAMPED AFAR 1934 AND SET IN
 EJ0136'THE TOP OF A CONCRETE POST.
 EJ0136
 EJ0136                          STATION RECOVERY (1984)
 EJ0136
 EJ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0136'MARK NOT FOUND.
 EJ0136
 EJ0136                          STATION RECOVERY (1985)
 EJ0136
 EJ0136'RECOVERY NOTE BY US POWER SQUADRON 1985 (FSS)
 EJ0136'MARK NOT FOUND.
 EJ0136
 EJ0136                          STATION RECOVERY (1990)
 EJ0136
 EJ0136'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0252 ***********************************************************************
 DL0252  DESIGNATION -  AG
 DL0252  PID         -  DL0252
 DL0252  STATE/COUNTY-  AR/UNION
 DL0252  USGS QUAD   -  CALION (1978)
 DL0252
 DL0252                         *CURRENT SURVEY CONTROL
 DL0252  ___________________________________________________________________
 DL0252* NAD 83(1986)-  33 15 27.     (N)    092 30 38.     (W)     SCALED    
 DL0252* NAVD 88     -        44.383  (meters)     145.61   (feet)  ADJUSTED  
 DL0252  ___________________________________________________________________
 DL0252  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0252  DYNAMIC HT  -          44.336 (meters)     145.46  (feet)  COMP
 DL0252  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DL0252
 DL0252  VERT ORDER  -  FIRST     CLASS II
 DL0252
 DL0252.The horizontal coordinates were scaled from a topographic map and have
 DL0252.an estimated accuracy of +/- 6 seconds.
 DL0252
 DL0252.The orthometric height was determined by differential leveling
 DL0252.and adjusted by the National Geodetic Survey in June 1991..
 DL0252
 DL0252.The geoid height was determined by GEOID03.
 DL0252
 DL0252.The dynamic height is computed by dividing the NAVD 88
 DL0252.geopotential number by the normal gravity value computed on the
 DL0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0252.degrees latitude (g = 980.6199 gals.).
 DL0252
 DL0252.The modeled gravity was interpolated from observed gravity values.
 DL0252
 DL0252;                    North         East    Units  Estimated Accuracy
 DL0252;SPC AR S     -   465,650.      352,430.      MT  (+/- 180 meters Scaled)
 DL0252
 DL0252                          SUPERSEDED SURVEY CONTROL
 DL0252
 DL0252  NGVD 29 (??/??/92)   44.424  (m)          145.75   (f) ADJ UNCH    1 2
 DL0252
 DL0252.Superseded values are not recommended for survey control.
 DL0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0252.See file dsdata.txt to determine how the superseded data were derived.
 DL0252
 DL0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS455799(NAD 83)
 DL0252_MARKER: N = NAIL
 DL0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0252_SP_SET: OAK TREE
 DL0252_STAMPING: AG
 DL0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0252
 DL0252  HISTORY     - Date     Condition        Report By
 DL0252  HISTORY     - UNK      MONUMENTED       CGS
 DL0252  HISTORY     - 1960     GOOD             NGS
 DL0252
 DL0252                          STATION DESCRIPTION
 DL0252
 DL0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0252'2.2 MI NE FROM OLD UNION.
 DL0252'2.2 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE OLD UNION BAPTIST
 DL0252'CHURCH AT OLD UNION, 40.8 FEET EAST OF BM F 201, IN THE NORTHEAST ROOT
 DL0252'OF A 28-INCH OAK TREE.  A COPPER NAIL AND WASHER STAMPED AG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0520 ***********************************************************************
 EJ0520  DESIGNATION -  AGED
 EJ0520  PID         -  EJ0520
 EJ0520  STATE/COUNTY-  AR/JEFFERSON
 EJ0520  USGS QUAD   -  REDFIELD (1984)
 EJ0520
 EJ0520                         *CURRENT SURVEY CONTROL
 EJ0520  ___________________________________________________________________
 EJ0520* NAD 83(1986)-  34 28 25.     (N)    092 11 44.     (W)     SCALED    
 EJ0520* NAVD 88     -        75.069  (meters)     246.29   (feet)  ADJUSTED  
 EJ0520  ___________________________________________________________________
 EJ0520  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EJ0520  DYNAMIC HT  -          74.998 (meters)     246.06  (feet)  COMP
 EJ0520  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 EJ0520
 EJ0520  VERT ORDER  -  FIRST     CLASS II
 EJ0520
 EJ0520.The horizontal coordinates were scaled from a topographic map and have
 EJ0520.an estimated accuracy of +/- 6 seconds.
 EJ0520
 EJ0520.The orthometric height was determined by differential leveling
 EJ0520.and adjusted by the National Geodetic Survey in June 1991..
 EJ0520
 EJ0520.The geoid height was determined by GEOID03.
 EJ0520
 EJ0520.The dynamic height is computed by dividing the NAVD 88
 EJ0520.geopotential number by the normal gravity value computed on the
 EJ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0520.degrees latitude (g = 980.6199 gals.).
 EJ0520
 EJ0520.The modeled gravity was interpolated from observed gravity values.
 EJ0520
 EJ0520;                    North         East    Units  Estimated Accuracy
 EJ0520;SPC AR S     -   600,430.      382,040.      MT  (+/- 180 meters Scaled)
 EJ0520
 EJ0520                          SUPERSEDED SURVEY CONTROL
 EJ0520
 EJ0520  NGVD 29 (??/??/92)   75.152  (m)          246.56   (f) ADJ UNCH    1 2
 EJ0520
 EJ0520.Superseded values are not recommended for survey control.
 EJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0520.See file dsdata.txt to determine how the superseded data were derived.
 EJ0520
 EJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU738149(NAD 83)
 EJ0520_MARKER: DD = SURVEY DISK
 EJ0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0520_STAMPING: AGED 1934
 EJ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0520+STABILITY: SURFACE MOTION
 EJ0520
 EJ0520  HISTORY     - Date     Condition        Report By
 EJ0520  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0520  HISTORY     - 1937     GOOD             ARGS
 EJ0520  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0520
 EJ0520                          STATION DESCRIPTION
 EJ0520
 EJ0520'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0520'1.8 MI S FROM FARRELL.
 EJ0520'IN JEFFERSON COUNTY, 1.8 MILES SOUTH ALONG THE MISSOURI PACIFIC
 EJ0520'RAILROAD FROM THE STATION SIGN AT FARRELL, PULASKI COUNTY, 330 YARDS
 EJ0520'SOUTH OF A CONCRETE CULVERT, 30 FEET SOUTHWEST OF POLE 366+27, AT THE
 EJ0520'NORTH END OF A CURVE, 164 FEET NORTH OF A WHISTLE POST, AND 14 FEET
 EJ0520'EAST OF THE EAST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED AGED
 EJ0520'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0520
 EJ0520                          STATION RECOVERY (1984)
 EJ0520
 EJ0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0520'NOT SEARCHED FOR, INACCESSIBLE AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0713 ***********************************************************************
 DL0713  DESIGNATION -  AGERS 1 BOLT
 DL0713  PID         -  DL0713
 DL0713  STATE/COUNTY-  AR/MILLER
 DL0713  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0713
 DL0713                         *CURRENT SURVEY CONTROL
 DL0713  ___________________________________________________________________
 DL0713* NAD 83(1986)-  33 13 03.     (N)    093 45 14.     (W)     SCALED    
 DL0713* NAVD 88     -        64.91   (+/-2cm)     213.0    (feet)  VERTCON   
 DL0713  ___________________________________________________________________
 DL0713  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DL0713
 DL0713  VERT ORDER  -  ? (See Below)
 DL0713
 DL0713.The horizontal coordinates were scaled from a topographic map and have
 DL0713.an estimated accuracy of +/- 6 seconds.
 DL0713
 DL0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0713.The vertical order pertains to the NGVD 29 superseded value.
 DL0713
 DL0713.The geoid height was determined by GEOID03.
 DL0713
 DL0713;                    North         East    Units  Estimated Accuracy
 DL0713;SPC AR S     -   462,500.      236,500.      MT  (+/- 180 meters Scaled)
 DL0713
 DL0713                          SUPERSEDED SURVEY CONTROL
 DL0713
 DL0713  NGVD 29 (??/??/92)   64.936  (m)          213.04   (f) ADJ UNCH    ?  
 DL0713
 DL0713.Superseded values are not recommended for survey control.
 DL0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0713.See file dsdata.txt to determine how the superseded data were derived.
 DL0713
 DL0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS297756(NAD 83)
 DL0713_MARKER: B = BOLT
 DL0713_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0713_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0713
 DL0713  HISTORY     - Date     Condition        Report By
 DL0713  HISTORY     - UNK      MONUMENTED       USE
 DL0713  HISTORY     - 1965     MARK NOT FOUND   NGS
 DL0713
 DL0713                          STATION DESCRIPTION
 DL0713
 DL0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DL0713'10 MI S FROM GARLAND.
 DL0713'10 MILES SOUTH OF GARLAND, MILLER COUNTY, ON THE RIGHT BANK OF RED
 DL0713'RIVER, ON THE AGERS PROPERTY, 90 FEET NORTHEAST OF THE NORTHEAST
 DL0713'RIVER, ON THE AGERS PROPERTY, 90 FEET NORTHEAST OF THE NORTHEAST
 DL0713'CORNER OF THE EGROT EASLEY RESIDENCE, ABOUT 100 FEET NORTHEAST OF A
 DL0713'16-INCH COTTONWOOD TREE, 73 FEET NORTHEAST OF A 10-INCH ELM TREE, 68
 DL0713'FEET NORTHEAST OF A 20-INCH HACKBERRY TREE, 43 FEET WEST OF THE
 DL0713'LANDSIDE TOE OF THE LEVEE, 31 FEET WEST OF THE CENTER LINE OF A DIRT
 DL0713'ROAD, 13 FEET WEST OF THE SOUTHEAST CORNER OF A FENCE, AND 2 FEET
 DL0713'SOUTH OF THE FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 DL0713'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 DL0713'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0711 ***********************************************************************
 DL0711  DESIGNATION -  AGERS 2 BOLT
 DL0711  PID         -  DL0711
 DL0711  STATE/COUNTY-  AR/MILLER
 DL0711  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0711
 DL0711                         *CURRENT SURVEY CONTROL
 DL0711  ___________________________________________________________________
 DL0711* NAD 83(1986)-  33 13 09.     (N)    093 45 09.     (W)     SCALED    
 DL0711* NAVD 88     -        64.90   (+/-2cm)     212.9    (feet)  VERTCON   
 DL0711  ___________________________________________________________________
 DL0711  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DL0711
 DL0711  VERT ORDER  -  ? (See Below)
 DL0711
 DL0711.The horizontal coordinates were scaled from a topographic map and have
 DL0711.an estimated accuracy of +/- 6 seconds.
 DL0711
 DL0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0711.The vertical order pertains to the NGVD 29 superseded value.
 DL0711
 DL0711.The geoid height was determined by GEOID03.
 DL0711
 DL0711;                    North         East    Units  Estimated Accuracy
 DL0711;SPC AR S     -   462,680.      236,630.      MT  (+/- 180 meters Scaled)
 DL0711
 DL0711                          SUPERSEDED SURVEY CONTROL
 DL0711
 DL0711  NGVD 29 (??/??/92)   64.932  (m)          213.03   (f) ADJ UNCH    ?  
 DL0711
 DL0711.Superseded values are not recommended for survey control.
 DL0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0711.See file dsdata.txt to determine how the superseded data were derived.
 DL0711
 DL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS298758(NAD 83)
 DL0711_MARKER: B = BOLT
 DL0711_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0711_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0711
 DL0711  HISTORY     - Date     Condition        Report By
 DL0711  HISTORY     - UNK      MONUMENTED       USE
 DL0711  HISTORY     - 1935     GOOD             NGS
 DL0711
 DL0711                          STATION DESCRIPTION
 DL0711
 DL0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0711'10 MI S FROM GARLAND.
 DL0711'ABOUT 10 MILES SOUTH OF GARLAND, MILLER COUNTY, ON THE RIGHT BANK OF
 DL0711'RED RIVER, ON THE AGERS PROPERTY, 768 FEET NORTHEAST OF P.B.M. AGERS 1
 DL0711'(U.S.E.), DESCRIBED BELOW, ABOUT 400 FEET BELOW A BEND IN THE LEVEE,
 DL0711'ABOUT 80 FEET EAST OF A 40-INCH TWIN PIN OAK TREE, 47 FEET WEST OF THE
 DL0711'LANDSIDE TOE OF THE LEVEE, 36 FEET NORTHEAST OF THE NORTHEAST CORNER
 DL0711'OF THE LEE SANDERS RESIDENCE, AND 33 FEET WEST OF THE CENTER LINE OF A
 DL0711'ROAD PARALLELING THE LEVEE.  A COPPER BOLT, SET IN THE TOP OF A STONE
 DL0711'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DL0711'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2989 ***********************************************************************
 AE2989  CBN         -  This is a Cooperative Base Network Control Station.
 AE2989  DESIGNATION -  AGRONOMY
 AE2989  PID         -  AE2989
 AE2989  STATE/COUNTY-  AR/WASHINGTON
 AE2989  USGS QUAD   -  FAYETTEVILLE (1995)
 AE2989
 AE2989                         *CURRENT SURVEY CONTROL
 AE2989  ___________________________________________________________________
 AE2989* NAD 83(1997)-  36 05 48.77594(N)    094 10 28.54340(W)     ADJUSTED  
 AE2989* NAVD 88     -       394.5    (meters)    1294.     (feet)  GPS OBS   
 AE2989  ___________________________________________________________________
 AE2989  X           -    -375,625.023 (meters)                     COMP
 AE2989  Y           -  -5,146,278.695 (meters)                     COMP
 AE2989  Z           -   3,737,099.219 (meters)                     COMP
 AE2989  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AE2989  ELLIP HEIGHT-         366.50  (meters)          (09/21/01) GPS OBS
 AE2989  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AE2989
 AE2989  HORZ ORDER  -  B
 AE2989  ELLP ORDER  -  FOURTH    CLASS II
 AE2989
 AE2989.The horizontal coordinates were established by GPS observations
 AE2989.and adjusted by the National Geodetic Survey in September 1997..
 AE2989
 AE2989.The orthometric height was determined by GPS observations and a
 AE2989.high-resolution geoid model.
 AE2989
 AE2989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2989
 AE2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2989
 AE2989.The ellipsoidal height was determined by GPS observations
 AE2989.and is referenced to NAD 83.
 AE2989
 AE2989.The geoid height was determined by GEOID03.
 AE2989
 AE2989;                    North         East     Units Scale Factor Converg.
 AE2989;SPC AR N     -   197,817.626   204,191.203   MT  0.99997587   -1 15 55.4
 AE2989;SPC AR N     -   649,006.66    669,917.31   sFT  0.99997587   -1 15 55.4
 AE2989;UTM  15      - 3,995,332.783   394,263.861   MT  0.99973776   -0 41 31.5
 AE2989
 AE2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2989!SPC AR N     -   0.99994248  x   0.99997587  =   0.99991835
 AE2989!UTM  15      -   0.99994248  x   0.99973776  =   0.99968026
 AE2989
 AE2989                          SUPERSEDED SURVEY CONTROL
 AE2989
 AE2989  ELLIP H (09/19/97)  366.51   (m)                       GP(       ) 4 1
 AE2989
 AE2989.Superseded values are not recommended for survey control.
 AE2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2989.See file dsdata.txt to determine how the superseded data were derived.
 AE2989
 AE2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9426495333(NAD 83)
 AE2989_MARKER: DD = SURVEY DISK
 AE2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2989_STAMPING: AGRONOMY
 AE2989_MARK LOGO: ARGLS 
 AE2989_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2989+STABILITY: SURFACE MOTION
 AE2989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2989+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 AE2989
 AE2989  HISTORY     - Date     Condition        Report By
 AE2989  HISTORY     - 1997     MONUMENTED       ARGLS
 AE2989  HISTORY     - 19970419 GOOD             NGS
 AE2989  HISTORY     - 20040720 GOOD             ARHD
 AE2989
 AE2989                          STATION DESCRIPTION
 AE2989
 AE2989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997
 AE2989'THE STATION IS LOCATED IN THE NORTHWEST PART OF FAYETTEVILLE, ON THE
 AE2989'GROUNDS OF THE UNIVERSITY OF ARKANSAS AGRICULTURAL RESEARCH AND
 AE2989'EXTENSION CENTER.  TO REACH THE STATION FROM THE OVERPASS AT THE
 AE2989'INTERSECTION OF US HIGHWAY 71 AND STATE HIGHWAY 112 IN THE NORTHWEST
 AE2989'PART OF FAYETTEVILLE, GO SOUTHERLY ON HIGHWAY 112 FOR 0.5 MI (0.8 KM)
 AE2989'TO A PAVED ACCESS ROAD ON THE LEFT.  TURN LEFT, EAST ON THE ACCESS
 AE2989'ROAD FOR 0.15 MI (0.24 KM) TO AN 8 FOOT (2.4 M) WIDE GRAVEL ROAD ON
 AE2989'THE RIGHT.  TURN RIGHT, SOUTH ON THE GRAVEL ROAD FOR 0.15 MI (0.24 KM)
 AE2989'OVER THE CREST OF A SMALL HILL TO THE STATION ON THE RIGHT.  THE
 AE2989'STATION IS AN ARKANSAS HARN DISK SET IN A 13-INCH DIAMETER BY 48
 AE2989'INCHES DEEP ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED 12 FT
 AE2989'(3.7 M) WEST OF THE WEST EDGE OF THE GRAVEL ROAD, 17.5 FT (5.3 M)
 AE2989'SOUTHWEST OF AN IRRIGATION VALVE INSIDE A METAL BOX AND 27.8 FEET (8.5
 AE2989'M) SOUTHWEST OF A 3.5 FOOT (1.1 M) TALL METAL GUARD POST.
 AE2989
 AE2989                          STATION RECOVERY (2004)
 AE2989
 AE2989'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 AE2989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0088 ***********************************************************************
 DL0088  DESIGNATION -  AH
 DL0088  PID         -  DL0088
 DL0088  STATE/COUNTY-  AR/UNION
 DL0088  USGS QUAD   -  HARRELL BRAKE (1981)
 DL0088
 DL0088                         *CURRENT SURVEY CONTROL
 DL0088  ___________________________________________________________________
 DL0088* NAD 83(1986)-  33 15 22.     (N)    092 25 51.     (W)     SCALED    
 DL0088* NAVD 88     -        63.632  (meters)     208.77   (feet)  ADJUSTED  
 DL0088  ___________________________________________________________________
 DL0088  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0088  DYNAMIC HT  -          63.564 (meters)     208.54  (feet)  COMP
 DL0088  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DL0088
 DL0088  VERT ORDER  -  FIRST     CLASS II
 DL0088
 DL0088.The horizontal coordinates were scaled from a topographic map and have
 DL0088.an estimated accuracy of +/- 6 seconds.
 DL0088
 DL0088.The orthometric height was determined by differential leveling
 DL0088.and adjusted by the National Geodetic Survey in June 1991..
 DL0088
 DL0088.The geoid height was determined by GEOID03.
 DL0088
 DL0088.The dynamic height is computed by dividing the NAVD 88
 DL0088.geopotential number by the normal gravity value computed on the
 DL0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0088.degrees latitude (g = 980.6199 gals.).
 DL0088
 DL0088.The modeled gravity was interpolated from observed gravity values.
 DL0088
 DL0088;                    North         East    Units  Estimated Accuracy
 DL0088;SPC AR S     -   465,460.      359,850.      MT  (+/- 180 meters Scaled)
 DL0088
 DL0088                          SUPERSEDED SURVEY CONTROL
 DL0088
 DL0088  NGVD 29 (??/??/92)   63.677  (m)          208.91   (f) ADJ UNCH    1 2
 DL0088
 DL0088.Superseded values are not recommended for survey control.
 DL0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0088.See file dsdata.txt to determine how the superseded data were derived.
 DL0088
 DL0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS530798(NAD 83)
 DL0088_MARKER: N = NAIL
 DL0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0088_SP_SET: OAKTREE
 DL0088_STAMPING: AH
 DL0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0088
 DL0088  HISTORY     - Date     Condition        Report By
 DL0088  HISTORY     - UNK      MONUMENTED       CGS
 DL0088  HISTORY     - 1960     GOOD             NGS
 DL0088  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0088
 DL0088                          STATION DESCRIPTION
 DL0088
 DL0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0088'7.15 MI E FROM OLD UNION.
 DL0088'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH AT
 DL0088'OLD UNION, THENCE 6.95 MILES EAST ALONG STATE HIGHWAY 15, 70 FEET
 DL0088'NORTH-NORTHEAST OF BM P 201.  A COPPER NAIL AND WASHER IN THE
 DL0088'SOUTHEAST ROOT OF A 32 INCH OAK TREE, STAMPED AH.
 DL0088
 DL0088                          STATION RECOVERY (2004)
 DL0088
 DL0088'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2982 ***********************************************************************
 AE2982  FBN         -  This is a Federal Base Network Control Station.
 AE2982  DESIGNATION -  AHTD FS 2
 AE2982  PID         -  AE2982
 AE2982  STATE/COUNTY-  AR/SEBASTIAN
 AE2982  USGS QUAD   -  SOUTH FORT SMITH (1987)
 AE2982
 AE2982                         *CURRENT SURVEY CONTROL
 AE2982  ___________________________________________________________________
 AE2982* NAD 83(1997)-  35 20 38.46998(N)    094 25 19.53430(W)     ADJUSTED  
 AE2982* NAVD 88     -       132.9    (meters)     436.     (feet)  GPS OBS   
 AE2982  ___________________________________________________________________
 AE2982  X           -    -401,595.422 (meters)                     COMP
 AE2982  Y           -  -5,193,020.017 (meters)                     COMP
 AE2982  Z           -   3,669,124.816 (meters)                     COMP
 AE2982  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 AE2982  ELLIP HEIGHT-         102.69  (meters)          (07/20/01) GPS OBS
 AE2982  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AE2982
 AE2982  HORZ ORDER  -  A
 AE2982  ELLP ORDER  -  FOURTH    CLASS I
 AE2982
 AE2982.The horizontal coordinates were established by GPS observations
 AE2982.and adjusted by the National Geodetic Survey in September 1997..
 AE2982
 AE2982.The orthometric height was determined by GPS observations and a
 AE2982.high-resolution geoid model.
 AE2982
 AE2982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2982
 AE2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2982
 AE2982.The ellipsoidal height was determined by GPS observations
 AE2982.and is referenced to NAD 83.
 AE2982
 AE2982.The geoid height was determined by GEOID03.
 AE2982
 AE2982;                    North         East     Units Scale Factor Converg.
 AE2982;SPC AR N     -   114,834.592   179,855.356   MT  0.99994468   -1 24 33.9
 AE2982;SPC AR N     -   376,753.16    590,075.45   sFT  0.99994468   -1 24 33.9
 AE2982;UTM  15      - 3,912,122.438   370,772.709   MT  0.99980580   -0 49 22.0
 AE2982
 AE2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2982!SPC AR N     -   0.99998388  x   0.99994468  =   0.99992856
 AE2982!UTM  15      -   0.99998388  x   0.99980580  =   0.99978969
 AE2982
 AE2982                          SUPERSEDED SURVEY CONTROL
 AE2982
 AE2982  ELLIP H (09/19/97)  102.70   (m)                       GP(       ) 3 2
 AE2982
 AE2982.Superseded values are not recommended for survey control.
 AE2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2982.See file dsdata.txt to determine how the superseded data were derived.
 AE2982
 AE2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7077312122(NAD 83)
 AE2982_MARKER: I = METAL ROD
 AE2982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2982_STAMPING: AHTD FS 2 1997
 AE2982_MARK LOGO: ARHD  
 AE2982_PROJECTION: FLUSH
 AE2982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2982+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2000
 AE2982_ROD/PIPE-DEPTH: 3.47 meters
 AE2982_SLEEVE-DEPTH  : 1.00 meters
 AE2982
 AE2982  HISTORY     - Date     Condition        Report By
 AE2982  HISTORY     - 1997     MONUMENTED       ARHD
 AE2982  HISTORY     - 19990614 GOOD             NGS
 AE2982  HISTORY     - 20000106 GOOD             NGS
 AE2982
 AE2982                          STATION DESCRIPTION
 AE2982
 AE2982'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2982'THE STATION IS LOCATED IN FORT SMITH, AT THE ARKANSAS HIGHWAY AND
 AE2982'TRANSPORTATION DEPARTMENT DISTRICT 4 HEADQUARTERS.  OWNERSHIP--STATE
 AE2982'OF ARKANSAS, 4019 TOWNSON AVENUE, PO BOX 1424, FORT SMITH AR
 AE2982'72902-1424, PHONE 501-646-5501, THE DISTRICT ENGINEER IS HAROLD
 AE2982'BEAVERS.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 530,
 AE2982'U.S. HIGHWAYS 71 SOUTH AND BUSINESS ROUTE 71, LOCATED ON THE SOUTH
 AE2982'SIDE OF FORT SMITH, GO NORTH ON BUSINESS ROUTE 71 (TOWNSON AVE.) FOR
 AE2982'4.67 KM (2.90 MI) TO THE ARHD DISTRICT 4 HEADQUARTERS AND THE STATION
 AE2982'ON THE RIGHT, NEAR THE WEST EDGE OF THE WESTERNMOST PARKING LOT IN
 AE2982'FRONT OF THE DISTRICT 4 HEADQUARTERS.  THE STATION IS A PUNCH HOLE ON
 AE2982'THE TOP OF A STAINLESS STEEL ROD ENCASED IN A 6-INCH PVC PIPE WITH
 AE2982'ARHD LOGO CAP.  LOCATED 38.5 M (126.3 FT) NORTH OF THE CENTER OF THE
 AE2982'ENTRANCE ROAD, 35.3 M (115.8 FT) EAST OF THE CENTER OF BUSINESS ROUTE
 AE2982'71 (TOWNSON AVENUE), 24.8 M (81.4 FT) WEST-NORTHWEST OF A FLAGPOLE,
 AE2982'14.5 M (47.6 FT) NORTHEAST OF A GAS VALVE AND 1.2 M (3.9 FT) WEST OF
 AE2982'THE WEST EDGE OF PAVED PARKING LOT.  NOTE--THE SLEEVE DEPTH DOES NOT
 AE2982'MEET THE SPECIFICATION FOR A CLASS A ROD MARK.
 AE2982
 AE2982                          STATION RECOVERY (1999)
 AE2982
 AE2982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 AE2982'RECOVERED AS DESCRIBED.
 AE2982
 AE2982                          STATION RECOVERY (2000)
 AE2982
 AE2982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AE2982'THE STATION IS LOCATED IN THE SOUTHERN PART OF FORT SMITH ON THE
 AE2982'PROPERTY OF THE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT
 AE2982'DISTRICT 4, LOCATED AT 4019 TOWNSON AVENUE (US HIGHWAY 71) , ON THE
 AE2982'WEST EDGE OF THE WESTERN MOST PARKING LOT OF THE COMPLEX.
 AE2982'OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.
 AE2982'NOTE--CONTACT MR.  HAROLD BEAVERS (DISTRICT ENGINEER) ONE DAY IN
 AE2982'ADVANCE BEFORE OCCUPYING THIS STATION.  PHONE-- (501) 646-5501.  TO
 AE2982'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 540 AND US
 AE2982'HIGHWAY 71 (EXIT 12) ON THE SOUTH SIDE OF FORT SMITH, FROM THE
 AE2982'UNDERPASS OF HIGHWAY 71, GO NORTHWEST ON HIGHWAY 71 FOR 2.01 KM (1.25
 AE2982'MI) TO THE JUNCTION OF STATE HIGHWAY 255 ON THE RIGHT, TURN LEFT, WEST
 AE2982'THEN NORTH ON HIGHWAY 71 FOR 2.74 KM (1.70 MI) TO THE ENTRANCE DRIVE
 AE2982'OF THE ARKANSAS HIGHWAY AND TRANSPORTATION DISTRICT 4, TURN RIGHT,
 AE2982'EAST ON THE ENTRANCE DRIVE FOR ABOUT 22.86 M (75.00 FT) TO THE FIRST
 AE2982'ENTRANCE DRIVE OF A PARKING LOT ON THE LEFT, TURN LEFT, NORTH INTO THE
 AE2982'PARKING LOT AND GO TO THE NINTH PARKING ROW AND THE STATION ON THE
 AE2982'LEFT IN THE LAWN NEAR THE WEST EDGE OF THE PARKING LOT.  THE STATION
 AE2982'IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD ENCASED IN A 13 CM
 AE2982'PVC PIPE WITH A ARHD LOGO CAP ABOUT FLUSH WITH THE GROUND.  LOCATED
 AE2982'38.5 M (126.3 FT) NORTH OF THE CENTER OF THE ENTRANCE DRIVE, 35.3 M
 AE2982'(115.8 FT) EAST OF THE CENTER OF TOWNSON AVENUE (BUSINESS ROUTE
 AE2982'HIGHWAY 71) , 24.8 M (81.4 FT) WEST-NORTHWEST OF THE FLAG POLE FOR THE
 AE2982'COMPLEX, 14.5 M (47.6 FT) NORTHEAST OF A LARGE GAS VALVE PROJECTING
 AE2982'ABOUT 4-FT ABOVE THE LAWN AND 1.2 M (3.9 FT) WEST OF THE WEST EDGE
 AE2982'PARKING LOT (AT THE NINTH PARKING ROW NORTH OF THE ENTRANCE DRIVE) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2983 ***********************************************************************
 AE2983  FBN         -  This is a Federal Base Network Control Station.
 AE2983  DESIGNATION -  AHTD HAR 1
 AE2983  PID         -  AE2983
 AE2983  STATE/COUNTY-  AR/BOONE
 AE2983  USGS QUAD   -  HARRISON (1975)
 AE2983
 AE2983                         *CURRENT SURVEY CONTROL
 AE2983  ___________________________________________________________________
 AE2983* NAD 83(1997)-  36 11 03.28319(N)    093 01 48.76294(W)     ADJUSTED  
 AE2983* NAVD 88     -       356.9    (meters)    1171.     (feet)  GPS OBS   
 AE2983  ___________________________________________________________________
 AE2983  X           -    -272,465.118 (meters)                     COMP
 AE2983  Y           -  -5,147,014.113 (meters)                     COMP
 AE2983  Z           -   3,744,905.864 (meters)                     COMP
 AE2983  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AE2983  ELLIP HEIGHT-         328.60  (meters)          (07/20/01) GPS OBS
 AE2983  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AE2983
 AE2983  HORZ ORDER  -  A
 AE2983  ELLP ORDER  -  FOURTH    CLASS I
 AE2983
 AE2983.The horizontal coordinates were established by GPS observations
 AE2983.and adjusted by the National Geodetic Survey in September 1997..
 AE2983
 AE2983.The orthometric height was determined by GPS observations and a
 AE2983.high-resolution geoid model.
 AE2983
 AE2983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2983
 AE2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2983
 AE2983.The ellipsoidal height was determined by GPS observations
 AE2983.and is referenced to NAD 83.
 AE2983
 AE2983.The geoid height was determined by GEOID03.
 AE2983
 AE2983;                    North         East     Units Scale Factor Converg.
 AE2983;SPC AR N     -   205,833.873   307,331.394   MT  0.99999066   -0 35 58.1
 AE2983;SPC AR N     -   675,306.63  1,008,303.08   sFT  0.99999066   -0 35 58.1
 AE2983;UTM  15      - 4,004,384.691   497,283.419   MT  0.99960009   -0 01 04.2
 AE2983
 AE2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2983!SPC AR N     -   0.99994843  x   0.99999066  =   0.99993909
 AE2983!UTM  15      -   0.99994843  x   0.99960009  =   0.99954854
 AE2983
 AE2983|---------------------------------------------------------------------|
 AE2983| PID    Reference Object                     Distance      Geod. Az  |
 AE2983|                                                           dddmmss.s |
 AE2983| AE2990 AHTD HAR 2                          279.234 METERS 01755     |
 AE2983|---------------------------------------------------------------------|
 AE2983
 AE2983                          SUPERSEDED SURVEY CONTROL
 AE2983
 AE2983  ELLIP H (09/19/97)  328.62   (m)                       GP(       ) 3 2
 AE2983
 AE2983.Superseded values are not recommended for survey control.
 AE2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2983.See file dsdata.txt to determine how the superseded data were derived.
 AE2983
 AE2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9728304385(NAD 83)
 AE2983_MARKER: I = METAL ROD
 AE2983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2983_STAMPING: AHTD HAR1 1997
 AE2983_MARK LOGO: ARHD  
 AE2983_PROJECTION: FLUSH
 AE2983_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2983+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AE2983_ROD/PIPE-DEPTH: 6.01 meters
 AE2983_SLEEVE-DEPTH  : 1.00 meters
 AE2983
 AE2983  HISTORY     - Date     Condition        Report By
 AE2983  HISTORY     - 1997     MONUMENTED       ARHD
 AE2983  HISTORY     - 20000112 GOOD             NGS
 AE2983  HISTORY     - 20030724 GOOD             ARHD
 AE2983  HISTORY     - 20041209 GOOD             JCLS
 AE2983
 AE2983                          STATION DESCRIPTION
 AE2983
 AE2983'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2983'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF HARRISON, AT
 AE2983'THE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT DISTRICT 9
 AE2983'HEADQUARTERS.  OWNERSHIP--STATE OF ARKANSAS, PO BOX 610, HARRISON AR
 AE2983'72602-0610, PHONE 870-743-2100, DISTRICT ENGINEER IS RALPH FULTON. TO
 AE2983'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65, 62 AND 412,
 AE2983'LOCATED ABOUT 7.4 KM (4.60 MI) SOUTH OF HARRISON, GO SOUTH ON HIGHWAY
 AE2983'65 FOR 0.64 KM (0.40 MI) TO A PAVED ENTRANCE ROAD TO ARHD DISTRICT 9
 AE2983'HEADQUARTERS ON THE RIGHT.  TURN RIGHT, SOUTHWEST ON ENTRANCE ROAD FOR
 AE2983'0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, CONTINUE
 AE2983'SOUTHWESTERLY FOLLOWING THE NORTH EDGE OF A PAVED AREA FOR 0.16 KM
 AE2983'(0.10 MI) TO A BRICK BUILDING ON THE LEFT AND A LARGE OAK TREE ON THE
 AE2983'RIGHT.  CONTINUE FOLLOWING THE EDGE OF THE PAVED AREA FOR ABOUT 20 M
 AE2983'(65.6 FT) TO A PAVED ROAD.  GO SOUTHERLY ON A PAVED ROAD UP A HILL FOR
 AE2983'ABOUT 30 M (98.4 FT) TO ANOTHER PAVED AREA AND THE STATION ON THE
 AE2983'LEFT.  THE STATION IS A PUNCH HOLE ON THE TOP OF A STAINLESS STEEL ROD
 AE2983'ENCASED IN A 6-INCH PVC PIPE WITH ARHD LOGO CAP.  LOCATED 37.90 M
 AE2983'(124.34 FT) SOUTH OF A MANHOLE, 32.20 M (105.64 FT) WEST OF A MANHOLE,
 AE2983'23.40 M (76.77 FT) EAST OF THE EXTENDED CENTER OF PAVED ROAD, 22.60 M
 AE2983'(74.15 FT) SOUTHEAST OF THE BACK OF CURB AND 2.70 M (8.86 FT)
 AE2983'NORTHEAST OF THE NORTHEAST EDGE OF A PAVED AREA.  NOTE--THE SLEEVE
 AE2983'DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A ROD MARK.
 AE2983
 AE2983                          STATION RECOVERY (2000)
 AE2983
 AE2983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AE2983'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 AE2983'CONDITION AND AS PREVIOUSLY DESCRIBED.
 AE2983
 AE2983                          STATION RECOVERY (2003)
 AE2983
 AE2983'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DW)
 AE2983'RECOVERED AS DESCRIBED.
 AE2983
 AE2983                          STATION RECOVERY (2004)
 AE2983
 AE2983'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AE2983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2990 ***********************************************************************
 AE2990  CBN         -  This is a Cooperative Base Network Control Station.
 AE2990  DESIGNATION -  AHTD HAR 2
 AE2990  PID         -  AE2990
 AE2990  STATE/COUNTY-  AR/BOONE
 AE2990  USGS QUAD   -  HARRISON (1975)
 AE2990
 AE2990                         *CURRENT SURVEY CONTROL
 AE2990  ___________________________________________________________________
 AE2990* NAD 83(1997)-  36 11 11.90286(N)    093 01 45.32394(W)     ADJUSTED  
 AE2990* NAVD 88     -       351.2    (meters)    1152.     (feet)  GPS OBS   
 AE2990  ___________________________________________________________________
 AE2990  X           -    -272,370.772 (meters)                     COMP
 AE2990  Y           -  -5,146,857.461 (meters)                     COMP
 AE2990  Z           -   3,745,116.981 (meters)                     COMP
 AE2990  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AE2990  ELLIP HEIGHT-         322.96  (meters)          (09/21/01) GPS OBS
 AE2990  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AE2990
 AE2990  HORZ ORDER  -  B
 AE2990  ELLP ORDER  -  FOURTH    CLASS II
 AE2990
 AE2990.The horizontal coordinates were established by GPS observations
 AE2990.and adjusted by the National Geodetic Survey in September 1997..
 AE2990
 AE2990.The orthometric height was determined by GPS observations and a
 AE2990.high-resolution geoid model.
 AE2990
 AE2990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2990
 AE2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2990
 AE2990.The ellipsoidal height was determined by GPS observations
 AE2990.and is referenced to NAD 83.
 AE2990
 AE2990.The geoid height was determined by GEOID03.
 AE2990
 AE2990;                    North         East     Units Scale Factor Converg.
 AE2990;SPC AR N     -   206,098.640   307,420.096   MT  0.99999110   -0 35 56.1
 AE2990;SPC AR N     -   676,175.29  1,008,594.10   sFT  0.99999110   -0 35 56.1
 AE2990;UTM  15      - 4,004,650.242   497,369.395   MT  0.99960009   -0 01 02.2
 AE2990
 AE2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2990!SPC AR N     -   0.99994932  x   0.99999110  =   0.99994042
 AE2990!UTM  15      -   0.99994932  x   0.99960009  =   0.99954943
 AE2990
 AE2990|---------------------------------------------------------------------|
 AE2990| PID    Reference Object                     Distance      Geod. Az  |
 AE2990|                                                           dddmmss.s |
 AE2990| AE2983 AHTD HAR 1                          279.234 METERS 19755     |
 AE2990|---------------------------------------------------------------------|
 AE2990
 AE2990                          SUPERSEDED SURVEY CONTROL
 AE2990
 AE2990  ELLIP H (09/19/97)  322.98   (m)                       GP(       ) 4 1
 AE2990
 AE2990.Superseded values are not recommended for survey control.
 AE2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2990.See file dsdata.txt to determine how the superseded data were derived.
 AE2990
 AE2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9736904650(NAD 83)
 AE2990_MARKER: I = METAL ROD
 AE2990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2990_STAMPING: AHTD HAR2 1997
 AE2990_MARK LOGO: ARHD  
 AE2990_PROJECTION: FLUSH
 AE2990_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2990+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2004
 AE2990_ROD/PIPE-DEPTH: 11.7 meters
 AE2990_SLEEVE-DEPTH  : 1.0 meters
 AE2990
 AE2990  HISTORY     - Date     Condition        Report By
 AE2990  HISTORY     - 1997     MONUMENTED       ARHD
 AE2990  HISTORY     - 20041209 GOOD             JCLS
 AE2990  HISTORY     - 20041211 GOOD             JCLS
 AE2990
 AE2990                          STATION DESCRIPTION
 AE2990
 AE2990'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2990'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF HARRISON, AT
 AE2990'THE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT DISTRICT 9
 AE2990'HEADQUARTERS.  OWNERSHIP--STATE OF ARKANSAS, PO BOX 610, HARRISON AR
 AE2990'72602-0610, PHONE 870-743-2100, DISTRICT ENGINEER IS RALPH FULTON. TO
 AE2990'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65, 62 AND 412,
 AE2990'LOCATED ABOUT 7.4 KM (4.60 MI) SOUTH OF HARRISON, GO SOUTH ON HIGHWAY
 AE2990'65 FOR 0.64 KM (0.40 MI) TO A PAVED ENTRANCE ROAD TO ARHD DISTRICT 9
 AE2990'HEADQUARTERS ON THE RIGHT.  TURN RIGHT, SOUTHWEST ON ENTRANCE ROAD FOR
 AE2990'0.04 KM (0.00 MI) TO A PAVED ENTRANCE ROAD TO A PAVED PARKING LOT ON
 AE2990'THE RIGHT.  TURN RIGHT, THEN LEFT AND CONTINUE SOUTHWEST ON THE PAVED
 AE2990'ROAD FOR 0.04 KM (0.00 MI) TO THE PARKING LOT AND THE STATION ON THE
 AE2990'RIGHT.  THE STATION IS A PUNCH HOLE ON THE TOP OF A STAINLESS STEEL
 AE2990'ROD ENCASED IN A 6-INCH PVC PIPE WITH ARHD LOGO CAP.  LOCATED 34.60 M
 AE2990'(113.52 FT) SOUTH OF THE SOUTHWEST END OF A CONCRETE HEADWALL, 25.00 M
 AE2990'(82.02 FT) NORTHWEST OF THE CENTER OF THE PAVED ENTRANCE ROAD TO THE
 AE2990'PARKING LOT AND 2.80 M (9.19 FT) NORTHEAST OF THE BACK OF CURB.
 AE2990'NOTE--THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A
 AE2990'ROD MARK.
 AE2990
 AE2990                          STATION RECOVERY (2004)
 AE2990
 AE2990'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AE2990'RECOVERED IN GOOD CONDITION.
 AE2990
 AE2990                          STATION RECOVERY (2004)
 AE2990
 AE2990'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AE2990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2984 ***********************************************************************
 AE2984  FBN         -  This is a Federal Base Network Control Station.
 AE2984  DESIGNATION -  AHTD HOPE 1
 AE2984  PID         -  AE2984
 AE2984  STATE/COUNTY-  AR/HEMPSTEAD
 AE2984  USGS QUAD   -  HOPE (1978)
 AE2984
 AE2984                         *CURRENT SURVEY CONTROL
 AE2984  ___________________________________________________________________
 AE2984* NAD 83(1997)-  33 41 46.81920(N)    093 36 02.36417(W)     ADJUSTED  
 AE2984* NAVD 88     -       108.1    (meters)     355.     (feet)  GPS OBS   
 AE2984  ___________________________________________________________________
 AE2984  X           -    -333,609.436 (meters)                     COMP
 AE2984  Y           -  -5,301,600.470 (meters)                     COMP
 AE2984  Z           -   3,518,518.138 (meters)                     COMP
 AE2984  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AE2984  ELLIP HEIGHT-          81.12  (meters)          (07/20/01) GPS OBS
 AE2984  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AE2984
 AE2984  HORZ ORDER  -  A
 AE2984  ELLP ORDER  -  FOURTH    CLASS I
 AE2984
 AE2984.The horizontal coordinates were established by GPS observations
 AE2984.and adjusted by the National Geodetic Survey in September 1997..
 AE2984
 AE2984.The orthometric height was determined by GPS observations and a
 AE2984.high-resolution geoid model.
 AE2984
 AE2984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2984
 AE2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2984
 AE2984.The ellipsoidal height was determined by GPS observations
 AE2984.and is referenced to NAD 83.
 AE2984
 AE2984.The geoid height was determined by GEOID03.
 AE2984
 AE2984;                    North         East     Units Scale Factor Converg.
 AE2984;SPC AR S     -   515,363.404   251,615.138   MT  0.99993577   -0 53 45.1
 AE2984;SPC AR S     - 1,690,821.43    825,507.33   sFT  0.99993577   -0 53 45.1
 AE2984;UTM  15      - 3,728,649.327   444,333.662   MT  0.99963820   -0 19 59.7
 AE2984
 AE2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2984!SPC AR S     -   0.99998727  x   0.99993577  =   0.99992304
 AE2984!UTM  15      -   0.99998727  x   0.99963820  =   0.99962547
 AE2984
 AE2984|---------------------------------------------------------------------|
 AE2984| PID    Reference Object                     Distance      Geod. Az  |
 AE2984|                                                           dddmmss.s |
 AE2984| AE2991 AHTD HOPE 2                         248.941 METERS 30629     |
 AE2984|---------------------------------------------------------------------|
 AE2984
 AE2984                          SUPERSEDED SURVEY CONTROL
 AE2984
 AE2984  ELLIP H (09/19/97)   81.10   (m)                       GP(       ) 3 2
 AE2984
 AE2984.Superseded values are not recommended for survey control.
 AE2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2984.See file dsdata.txt to determine how the superseded data were derived.
 AE2984
 AE2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4433428649(NAD 83)
 AE2984_MARKER: I = METAL ROD
 AE2984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2984_STAMPING: AHTD HOPE1 1997
 AE2984_MARK LOGO: ARHD  
 AE2984_PROJECTION: FLUSH
 AE2984_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2984+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2000
 AE2984_ROD/PIPE-DEPTH: 7.62 meters
 AE2984_SLEEVE-DEPTH  : 1.00 meters
 AE2984
 AE2984  HISTORY     - Date     Condition        Report By
 AE2984  HISTORY     - 1997     MONUMENTED       ARHD
 AE2984  HISTORY     - 20000202 GOOD             NGS
 AE2984
 AE2984                          STATION DESCRIPTION
 AE2984
 AE2984'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2984'THE STATION IS LOCATED ABOUT 0.60 KM (0.35 MI) NORTH OF HOPE, AT THE
 AE2984'ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT DISTRICT 3.
 AE2984'OWNERSHIP--THE STATE OF ARKANSAS, PO BOX 490, HOPE AR 71801-0490,
 AE2984'PHONE 870-777-3457, THE DISTRICT ENGINEER IS WILLIAM TYLER.  TO REACH
 AE2984'THE STATION FROM THE JUNCTION OF INTERSTATE 30 AND STATE HIGHWAY 29
 AE2984'(EXIT 31) LOCATED ON THE NORTH SIDE OF HOPE, GO NORTH ON STATE HIGHWAY
 AE2984'29 FOR 0.64 KM (0.40 MI) TO THE JUNCTION OF THE SOUTH ENTRANCE ROAD TO
 AE2984'THE ARHD DISTRICT 3 ON THE RIGHT.  TURN RIGHT, EASTERLY ON A PAVED
 AE2984'ROAD FOR 0.04 KM (0.00 MI) TO A PAVED ROAD LEFT. TURN LEFT, NORTH,
 AE2984'PASSING THROUGH A GATE IN A BRICK FENCE FOR 0.04 KM (0.00 MI) TO THE
 AE2984'STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE ON THE TOP OF A
 AE2984'STAINLESS STEEL ROD ENCASED IN A 6-INCH PVC PIPE WITH ARHD LOGO CAP.
 AE2984'LOCATED 10.59 M (34.74 FT) NORTH OF THE NORTH WALL OF THE RESIDENT
 AE2984'ENGINEER BRICK BUILDING, 4.38 M (14.37 FT) SOUTH OF THE SOUTH EDGE OF
 AE2984'A CONCRETE SIDEWALK, 3.39 M (11.12 FT) EAST OF A BRICK FENCE AND A
 AE2984'FIBERGLASS WITNESS POST AND 2.19 M (7.19 FT) EAST OF BACK OF CURB.
 AE2984'NOTE--THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE2984'ROD MARK.
 AE2984
 AE2984                          STATION RECOVERY (2000)
 AE2984
 AE2984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AE2984'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 AE2984'CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ON THE
 AE2984'SOUTHEAST SIDE OF HOPE ON STATE HIGHWAY 29 AT DISTRICT 3 OF THE
 AE2984'ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT, IN THE ASPHALT PARKING
 AE2984'LOT JUST NORTH OF BUILDING 3-29-5.  OWNERSHIP--STATE OF ARKANSAS.  TO
 AE2984'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 (EXIT 31)
 AE2984'AND STATE HIGHWAY 29 ON THE SOUTHEAST SIDE OF HOPE, GO NORTH ON
 AE2984'HIGHWAY 29 FOR 0.64 KM (0.40 MI) TO THE SOUTH ENTRANCE DRIVE OF THE
 AE2984'ARKANSAS HIGHWAY AND TRANSPORTATION DISTRICT 3 COMPLEX ON THE RIGHT,
 AE2984'TURN RIGHT, EAST ON THE ENTRANCE DRIVE FOR ABOUT 30.48 M (100.00 FT)
 AE2984'TO A PAVED DRIVE ON THE LEFT, TURN LEFT, NORTH ON THE DRIVE PASSING
 AE2984'THROUGH A CHAIN LINK GATE AND ALONG THE EAST SIDE OF BUILDING 3-29-5
 AE2984'FOR ABOUT 45.72 M (150.00 FT) TO THE NORTHEAST CORNER OF THE BUILDING
 AE2984'CONTINUE AHEAD FOR ABOUT 10.67 M (35.01 FT) TO THE THIRD PARKING ROW
 AE2984'NORTH OF THE NORTH FACE OF THE BUILDING AND STATION IN THE ASPHALT
 AE2984'PARKING ROW JUST EAST OF THE EAST CONCRETE CURB OF THE PARKINK LOT.
 AE2984'NOTE-THERE ARE PLANS TO PLACE A 6-INCH METAL PIPE TRIPOD OVER THE
 AE2984'STATION WHICH WILL PROJECT ABOUT 7.62 M (25.00 FT) ABOVE THE STATION
 AE2984'AND IT WILL BECOME A CORS SITE OPERATED BY THE ARHD.  THE STATION IS A
 AE2984'PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED
 AE2984'SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH AN ARHD LOGO CAP ABOUT FLUSH
 AE2984'WITH THE ASPHALT PARKING LOT. LOCATED 10.88 M (35.70 FT)
 AE2984'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF BUILDING 3-29-5, 4.08 M
 AE2984'(13.39 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK WALL ENTENDED
 AE2984'FROM THE WEST FACE OF BUILDING 3-29-5, 3.35 M (10.99 FT) NORTHEAST OF
 AE2984'THE NORTHEAST CORNER OF THE CONCRETE PAD FOR A HEAT PUMP UNIT AND 2.13
 AE2984'M (6.99 FT) EAST OF THE EAST CURB OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2991 ***********************************************************************
 AE2991  CBN         -  This is a Cooperative Base Network Control Station.
 AE2991  DESIGNATION -  AHTD HOPE 2
 AE2991  PID         -  AE2991
 AE2991  STATE/COUNTY-  AR/HEMPSTEAD
 AE2991  USGS QUAD   -  HOPE (1978)
 AE2991
 AE2991                         *CURRENT SURVEY CONTROL
 AE2991  ___________________________________________________________________
 AE2991* NAD 83(1997)-  33 41 51.62329(N)    093 36 10.13633(W)     ADJUSTED  
 AE2991* NAVD 88     -       107.0    (meters)     351.     (feet)  GPS OBS   
 AE2991  ___________________________________________________________________
 AE2991  X           -    -333,803.986 (meters)                     COMP
 AE2991  Y           -  -5,301,505.041 (meters)                     COMP
 AE2991  Z           -   3,518,640.687 (meters)                     COMP
 AE2991  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AE2991  ELLIP HEIGHT-          80.04  (meters)          (09/21/01) GPS OBS
 AE2991  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AE2991
 AE2991  HORZ ORDER  -  B
 AE2991  ELLP ORDER  -  FOURTH    CLASS II
 AE2991
 AE2991.The horizontal coordinates were established by GPS observations
 AE2991.and adjusted by the National Geodetic Survey in September 1997..
 AE2991
 AE2991.The orthometric height was determined by GPS observations and a
 AE2991.high-resolution geoid model.
 AE2991
 AE2991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2991
 AE2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2991
 AE2991.The ellipsoidal height was determined by GPS observations
 AE2991.and is referenced to NAD 83.
 AE2991
 AE2991.The geoid height was determined by GEOID03.
 AE2991
 AE2991;                    North         East     Units Scale Factor Converg.
 AE2991;SPC AR S     -   515,514.523   251,417.333   MT  0.99993564   -0 53 49.5
 AE2991;SPC AR S     - 1,691,317.23    824,858.37   sFT  0.99993564   -0 53 49.5
 AE2991;UTM  15      - 3,728,798.452   444,134.442   MT  0.99963847   -0 20 04.0
 AE2991
 AE2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2991!SPC AR S     -   0.99998743  x   0.99993564  =   0.99992308
 AE2991!UTM  15      -   0.99998743  x   0.99963847  =   0.99962591
 AE2991
 AE2991|---------------------------------------------------------------------|
 AE2991| PID    Reference Object                     Distance      Geod. Az  |
 AE2991|                                                           dddmmss.s |
 AE2991| AE2984 AHTD HOPE 1                         248.941 METERS 12629     |
 AE2991|---------------------------------------------------------------------|
 AE2991
 AE2991                          SUPERSEDED SURVEY CONTROL
 AE2991
 AE2991  ELLIP H (09/19/97)   80.02   (m)                       GP(       ) 4 1
 AE2991
 AE2991.Superseded values are not recommended for survey control.
 AE2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2991.See file dsdata.txt to determine how the superseded data were derived.
 AE2991
 AE2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4413428798(NAD 83)
 AE2991_MARKER: I = METAL ROD
 AE2991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2991_STAMPING: AHTD HOPE2 1997
 AE2991_MARK LOGO: ARHD  
 AE2991_PROJECTION: FLUSH
 AE2991_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2991+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE2991_ROD/PIPE-DEPTH: 6.92 meters
 AE2991_SLEEVE-DEPTH  : 1.00 meters
 AE2991
 AE2991  HISTORY     - Date     Condition        Report By
 AE2991  HISTORY     - 1997     MONUMENTED       ARHD
 AE2991
 AE2991                          STATION DESCRIPTION
 AE2991
 AE2991'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2991'THE STATION IS LOCATED ABOUT 0.89 KM (0.55 MI) NORTH OF HOPE, AT THE
 AE2991'ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT DISTRICT 3.
 AE2991'OWNERSHIP--STATE OF ARKANSAS, PO BOX 490, HOPE AR 71801-0490, PHONE IS
 AE2991'870-777-3457, DISTRICT ENGINEER IS WILLIAM TYLER.  TO REACH THE
 AE2991'STATION FROM THE JUNCTION OF INTERSTATE 30 AND STATE HIGHWAY 29 (EXIT
 AE2991'31) LOCATED ON THE NORTH SIDE OF HOPE, GO NORTH ON STATE HIGHWAY 29
 AE2991'FOR 0.89 KM (0.55 MI) TO THE JUNCTION OF COUNTY ROAD 221 (COUNTY ROAD
 AE2991'221 IS A GRAVEL ROAD TO BE PAVED SOON) AND THE STATION ON THE RIGHT.
 AE2991'THE STATION IS A PUNCH HOLE 0N THE TOP OF A STAINLESS STEEL ROD
 AE2991'ENCASED IN A 6-INCH PVC PIPE WITH ARHD LOGO CAP.  LOCATED 27.34 M
 AE2991'(89.70 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY 29, 24.17 M (79.30
 AE2991'FT) EAST OF A UTILITY POLE, 13.32 M (43.70 FT) EAST-SOUTHEAST OF A
 AE2991'UTILITY POLE, 11.58 M (37.99 FT) SOUTH OF THE CENTER OF COUNTY ROAD
 AE2991'221 AND 1.00 M (3.28 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 AE2991'NOTE--THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A
 AE2991'ROD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2985 ***********************************************************************
 AE2985  DESIGNATION -  AHTD LR 1
 AE2985  PID         -  AE2985
 AE2985  STATE/COUNTY-  AR/PULASKI
 AE2985  USGS QUAD   -  ALEXANDER (1986)
 AE2985
 AE2985                         *CURRENT SURVEY CONTROL
 AE2985  ___________________________________________________________________
 AE2985* NAD 83(1997)-  34 40 21.44402(N)    092 22 57.18270(W)     ADJUSTED  
 AE2985* NAVD 88     -        92.8    (meters)     304.     (feet)  GPS OBS   
 AE2985  ___________________________________________________________________
 AE2985  X           -    -218,300.738 (meters)                     COMP
 AE2985  Y           -  -5,246,688.140 (meters)                     COMP
 AE2985  Z           -   3,608,095.010 (meters)                     COMP
 AE2985  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AE2985  ELLIP HEIGHT-          66.31  (meters)          (09/21/01) GPS OBS
 AE2985  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AE2985
 AE2985  HORZ ORDER  -  A
 AE2985  ELLP ORDER  -  FOURTH    CLASS I
 AE2985
 AE2985.The horizontal coordinates were established by GPS observations
 AE2985.and adjusted by the National Geodetic Survey in September 1997..
 AE2985
 AE2985.The orthometric height was determined by GPS observations and a
 AE2985.high-resolution geoid model.
 AE2985
 AE2985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2985
 AE2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2985
 AE2985.The ellipsoidal height was determined by GPS observations
 AE2985.and is referenced to NAD 83.
 AE2985
 AE2985.The geoid height was determined by GEOID03.
 AE2985
 AE2985;                    North         East     Units Scale Factor Converg.
 AE2985;SPC AR S     -   622,556.761   364,939.894   MT  0.99998038   -0 12 50.8
 AE2985;SPC AR S     - 2,042,504.97  1,197,306.97   sFT  0.99998038   -0 12 50.8
 AE2985;UTM  15      - 3,836,912.617   556,567.138   MT  0.99963944   +0 21 04.6
 AE2985
 AE2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2985!SPC AR S     -   0.99998959  x   0.99998038  =   0.99996997
 AE2985!UTM  15      -   0.99998959  x   0.99963944  =   0.99962904
 AE2985
 AE2985|---------------------------------------------------------------------|
 AE2985| PID    Reference Object                     Distance      Geod. Az  |
 AE2985|                                                           dddmmss.s |
 AE2985| AE2992 AHTD LR 2                           170.759 METERS 28606     |
 AE2985|---------------------------------------------------------------------|
 AE2985
 AE2985                          SUPERSEDED SURVEY CONTROL
 AE2985
 AE2985  ELLIP H (09/19/97)   66.32   (m)                       GP(       ) 3 2
 AE2985
 AE2985.Superseded values are not recommended for survey control.
 AE2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2985.See file dsdata.txt to determine how the superseded data were derived.
 AE2985
 AE2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5656736913(NAD 83)
 AE2985_MARKER: I = METAL ROD
 AE2985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2985_STAMPING: AHTD LR1 1997
 AE2985_MARK LOGO: ARHD  
 AE2985_PROJECTION: FLUSH
 AE2985_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2985+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE2985_ROD/PIPE-DEPTH: 2.67 meters
 AE2985_SLEEVE-DEPTH  : 1.00 meters
 AE2985
 AE2985  HISTORY     - Date     Condition        Report By
 AE2985  HISTORY     - 1997     MONUMENTED       ARHD
 AE2985
 AE2985                          STATION DESCRIPTION
 AE2985
 AE2985'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2985'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF LITTLE ROCK, AT THE
 AE2985'ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT CENTRAL OFFICE AND
 AE2985'DISTRICT 6.  OWNERSHIP--STATE OF ARKANSAS, PO BOX 190296, LITTLE ROCK
 AE2985'AR 72219-0296, PHONE 501-569-2173, DISTRICT ENGINEER IS LEONARD HALL.
 AE2985'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 338 (BASELINE
 AE2985'ROAD AND MABELVALE PIKE) AND INTERSTATE 30 (EXIT 130) LOCATED ON THE
 AE2985'SOUTHWEST SIDE OF LITTLE ROCK, GO NORTH ON STATE HIGHWAY 338 (BASELINE
 AE2985'ROAD AND MABELVALE PIKE) FOR 0.08 KM (0.05 MI) TO A T-JUNCTION.  TURN
 AE2985'RIGHT, EAST ON MABELVALE PIKE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 AE2985'MABELVALE PIKE ON THE LEFT.  TURN LEFT, NORTH ON MABELVALE PIKE FOR
 AE2985'0.40 KM (0.25 MI) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT TO THE
 AE2985'ARHD DISTRICT 6.  TURN LEFT, WEST ON THE PAVED ROAD FOR 0.24 KM (0.15
 AE2985'MI) TO THE STATION ON THE LEFT, IN A PAVED PARKING LOT, UNDER A 7.62 M
 AE2985'(25.00 FT) TOWER.  THE STATION IS A PUNCH HOLE ON THE TOP OF A
 AE2985'STAINLESS STEEL ROD ENCASED IN A 6-INCH PVC PIPE WITH ARHD LOGO CAP.
 AE2985'LOCATED 32.94 M (108.07 FT) EAST OF THE BACK OF CURB, 32.25 M (105.81
 AE2985'FT) SOUTH OF THE CENTER OF A PAVED ROAD, 22.25 M (73.00 FT) SOUTH OF
 AE2985'THE BACK OF CURB, 9.25 M (30.35 FT) NORTH OF THE NORTH WALL OF A BRICK
 AE2985'BUILDING, 2.95 M (9.68 FT) WEST OF THE BACK OF CURB AND 2.50 M (8.20
 AE2985'FT) NORTH OF THE BACK OF CURB.  NOTE--THE SLEEVE DEPTH DOES NOT MEET
 AE2985'SPECIFICATIONS FOR A CLASS A ROD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4471 ***********************************************************************
 AJ4471  FBN         -  This is a Federal Base Network Control Station.
 AJ4471  DESIGNATION -  AHTD LR 1 NEW
 AJ4471  PID         -  AJ4471
 AJ4471  STATE/COUNTY-  AR/PULASKI
 AJ4471  USGS QUAD   -  ALEXANDER (1986)
 AJ4471
 AJ4471                         *CURRENT SURVEY CONTROL
 AJ4471  ___________________________________________________________________
 AJ4471* NAD 83(1997)-  34 40 21.44363(N)    092 22 57.18237(W)     ADJUSTED  
 AJ4471* NAVD 88     -        93.1    (meters)     305.     (feet)  GPS OBS   
 AJ4471  ___________________________________________________________________
 AJ4471  X           -    -218,300.740 (meters)                     COMP
 AJ4471  Y           -  -5,246,688.386 (meters)                     COMP
 AJ4471  Z           -   3,608,095.166 (meters)                     COMP
 AJ4471  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AJ4471  ELLIP HEIGHT-          66.60  (meters)          (07/20/01) GPS OBS
 AJ4471  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AJ4471
 AJ4471  HORZ ORDER  -  A
 AJ4471  ELLP ORDER  -  FOURTH    CLASS I
 AJ4471
 AJ4471.The horizontal coordinates were established by GPS observations
 AJ4471.and adjusted by the National Geodetic Survey in July 2001..
 AJ4471
 AJ4471.The orthometric height was determined by GPS observations and a
 AJ4471.high-resolution geoid model.
 AJ4471
 AJ4471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4471
 AJ4471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4471
 AJ4471.The ellipsoidal height was determined by GPS observations
 AJ4471.and is referenced to NAD 83.
 AJ4471
 AJ4471.The geoid height was determined by GEOID03.
 AJ4471
 AJ4471;                    North         East     Units Scale Factor Converg.
 AJ4471;SPC AR S     -   622,556.749   364,939.902   MT  0.99998038   -0 12 50.8
 AJ4471;SPC AR S     - 2,042,504.93  1,197,307.00   sFT  0.99998038   -0 12 50.8
 AJ4471;UTM  15      - 3,836,912.605   556,567.147   MT  0.99963944   +0 21 04.6
 AJ4471
 AJ4471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4471!SPC AR S     -   0.99998955  x   0.99998038  =   0.99996993
 AJ4471!UTM  15      -   0.99998955  x   0.99963944  =   0.99962899
 AJ4471
 AJ4471                          SUPERSEDED SURVEY CONTROL
 AJ4471
 AJ4471.No superseded survey control is available for this station.
 AJ4471
 AJ4471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5656736913(NAD 83)
 AJ4471_MARKER: I = METAL ROD
 AJ4471_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ4471_STAMPING: AHTD LR1 1997
 AJ4471_MARK LOGO: ARHD  
 AJ4471_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ4471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4471+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1999
 AJ4471
 AJ4471  HISTORY     - Date     Condition        Report By
 AJ4471  HISTORY     - 1997     MONUMENTED       ARHD
 AJ4471  HISTORY     - 19990917 GOOD             NGS
 AJ4471
 AJ4471                          STATION DESCRIPTION
 AJ4471
 AJ4471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (MLM)
 AJ4471'THE STATION IS LOCATED IN THE SOUTHEAST PART OF LITTLE ROCK NORTHEAST
 AJ4471'OF INTERSTATE HIGHWAY 30 (EXIT 130) AT THE REAR PART OF THE ARKANSAS
 AJ4471'HIGHWAY AND TRANSPORTATION CENTRAL OFFICE (DISTRICT 6) COMPLEX AT THE
 AJ4471'REAR OF BUILDING 6-60-47A UNDER A 6-INCH METAL PIPE TRIPOD PROJECTING
 AJ4471'ABOUT 7.62 M (25.00 FT) ABOVE THE PARKING LOT.  OWNERSHIP--STATE OF
 AJ4471'ARKANSAS.  NOTE THIS STATION IS A CONTINUOUSLY OPERATING REFERENCE
 AJ4471'STATION (CORS) , OPERATED BY THE ARKANSAS HIGHWAY AND TRANSPORTATION
 AJ4471'DEPARTMENT.  CONTACT MR.  LEONARD HALL (DISTRICT ENGINEER) .  PHONE--
 AJ4471'(501) 569-2173.  TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 30
 AJ4471'(EXIT 130) AND THE MABELVALE PIKE AND BASELINE ROAD (STATE HIGHWAY
 AJ4471'338) OVERPASS BRIDGE, FROM THE NORTH END OF THE OVERPASS BRIDGE GO
 AJ4471'NORTH ON HIGHWAY 338 FOR 0.05 KM (0.05 MI) TO A T-JUNCTION, TURN RIGHT
 AJ4471'EAST ON MABELVALE PIKE FOR 0.16 KM (0.10 MI) PASSING THE FRONT OF THE
 AJ4471'HIGHWAY AND TRANSPORTATION BUILDING (A 10 STORY BUILDING) TO A PAVED
 AJ4471'ROAD ON THE LEFT, TURN LEFT, NORTH ON THE ROAD AND GO 0.40 KM (0.25
 AJ4471'MI) TO THE MOST SOUTHERLY ENTRANCE TO THE HIGHWAY AND TRANSPORTATION
 AJ4471'DEPARTMENT COMPLEX, TURN LEFT, WEST ON THE ENTRANCE ROAD FOR 0.16 KM
 AJ4471'(0.10 MI) TO THE ENTRANCE TO A PARKING LOT ON THE LEFT, TURN LEFT,
 AJ4471'SOUTH INTO THE ENTRANCE THEN AN IMMEDIATE RIGHT INTO THE REAR PARKING
 AJ4471'LOT OF A SINGLE STORY BRICK BUILDING WITH A SIGN AT ITS NORTHEAST
 AJ4471'CORNER-- (PERMIT SECTION) , FROM THE ENTRANCE OF THE REAR PARKING LOT
 AJ4471'GO ABOUT 0.05 KM (0.05 MI) TO WEST SIDE OF THE LOADING DOCK OF THE
 AJ4471'BUILDING AND THE STATION ON THE LEFT UNDER AND IN THE CENTER OF A
 AJ4471'6-INCH METAL PIPE TRIPOD PROJECTING ABOUT 7.62 M (25.00 FT) ABOVE THE
 AJ4471'PARKING LOT.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS
 AJ4471'STEEL ROD ENCASED IN A 13 CM PVC PIPE WITH A ARHD LOGO CAP ABOUT FLUSH
 AJ4471'WITH THE PARKING LOT.  LOCATED 32.3 M (106.0 FT) SOUTH OF THE CENTER
 AJ4471'OF THE PAVED ROAD, 9.25 M (30.35 FT) NORTH OF THE NORTH FACE OF THE
 AJ4471'BUILDING (NUMBERED 6-60-47A) AND 2.95 M (9.68 FT) WEST OF THE BACK
 AJ4471'CURB AND 2.5 M (8.2 FT) NORTH OF THE BACK CU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2992 ***********************************************************************
 AE2992  CBN         -  This is a Cooperative Base Network Control Station.
 AE2992  DESIGNATION -  AHTD LR 2
 AE2992  PID         -  AE2992
 AE2992  STATE/COUNTY-  AR/PULASKI
 AE2992  USGS QUAD   -  ALEXANDER (1986)
 AE2992
 AE2992                         *CURRENT SURVEY CONTROL
 AE2992  ___________________________________________________________________
 AE2992* NAD 83(1997)-  34 40 22.98053(N)    092 23 03.62709(W)     ADJUSTED  
 AE2992* NAVD 88     -        88.5    (meters)     290.     (feet)  GPS OBS   
 AE2992  ___________________________________________________________________
 AE2992  X           -    -218,463.394 (meters)                     COMP
 AE2992  Y           -  -5,246,650.888 (meters)                     COMP
 AE2992  Z           -   3,608,131.515 (meters)                     COMP
 AE2992  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AE2992  ELLIP HEIGHT-          62.03  (meters)          (09/21/01) GPS OBS
 AE2992  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AE2992
 AE2992  HORZ ORDER  -  B
 AE2992  ELLP ORDER  -  FOURTH    CLASS II
 AE2992
 AE2992.The horizontal coordinates were established by GPS observations
 AE2992.and adjusted by the National Geodetic Survey in September 1997..
 AE2992
 AE2992.The orthometric height was determined by GPS observations and a
 AE2992.high-resolution geoid model.
 AE2992
 AE2992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2992
 AE2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2992
 AE2992.The ellipsoidal height was determined by GPS observations
 AE2992.and is referenced to NAD 83.
 AE2992
 AE2992.The geoid height was determined by GEOID03.
 AE2992
 AE2992;                    North         East     Units Scale Factor Converg.
 AE2992;SPC AR S     -   622,604.722   364,776.012   MT  0.99998046   -0 12 54.4
 AE2992;SPC AR S     - 2,042,662.33  1,196,769.30   sFT  0.99998046   -0 12 54.4
 AE2992;UTM  15      - 3,836,958.942   556,402.847   MT  0.99963921   +0 21 00.9
 AE2992
 AE2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2992!SPC AR S     -   0.99999026  x   0.99998046  =   0.99997072
 AE2992!UTM  15      -   0.99999026  x   0.99963921  =   0.99962948
 AE2992
 AE2992|---------------------------------------------------------------------|
 AE2992| PID    Reference Object                     Distance      Geod. Az  |
 AE2992|                                                           dddmmss.s |
 AE2992| AE2985 AHTD LR 1                           170.759 METERS 10606     |
 AE2992|---------------------------------------------------------------------|
 AE2992
 AE2992                          SUPERSEDED SURVEY CONTROL
 AE2992
 AE2992  ELLIP H (09/19/97)   62.01   (m)                       GP(       ) 4 1
 AE2992
 AE2992.Superseded values are not recommended for survey control.
 AE2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2992.See file dsdata.txt to determine how the superseded data were derived.
 AE2992
 AE2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5640336959(NAD 83)
 AE2992_MARKER: I = METAL ROD
 AE2992_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2992_STAMPING: AHTD LR2 1997
 AE2992_MARK LOGO: ARHD  
 AE2992_PROJECTION: FLUSH
 AE2992_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2992+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE2992_ROD/PIPE-DEPTH: 6.10 meters
 AE2992_SLEEVE-DEPTH  : 1.00 meters
 AE2992
 AE2992  HISTORY     - Date     Condition        Report By
 AE2992  HISTORY     - 1997     MONUMENTED       ARHD
 AE2992
 AE2992                          STATION DESCRIPTION
 AE2992
 AE2992'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2992'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF LITTLE ROCK, AT THE
 AE2992'ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT CENTRAL OFFICE AND
 AE2992'DISTRICT 6.  OWNERSHIP--STATE OF ARKANSAS, PO BOX 190296, LITTLE ROCK
 AE2992'AR 72219-0296, PHONE 501-569-2173, DISTRICT ENGINEER IS LEONARD HALL.
 AE2992'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 338 (BASELINE
 AE2992'ROAD AND MABELVALE PIKE) AND INTERSTATE 30 (EXIT 130) LOCATED ON THE
 AE2992'SOUTHWEST SIDE OF LITTLE ROCK, GO NORTH ON STATE HIGHWAY 338 (BASELINE
 AE2992'ROAD AND MABELVALE PIKE) FOR 0.08 KM (0.05 MI) TO A T-JUNCTION.  TURN
 AE2992'RIGHT, EAST ON MABELVALE PIKE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 AE2992'MABELVALE PIKE ON THE LEFT.  TURN LEFT, NORTH ON MABELVALE PIKE FOR
 AE2992'0.40 KM (0.25 MI) TO THE JUNCTION OF A PAVED ROAD LEFT LEADING TO THE
 AE2992'ARHD DISTRICT 6.  TURN LEFT, WEST ON THE PAVED ROAD FOR 0.40 KM (0.25
 AE2992'MI) TO THE STATION ON THE RIGHT. THE STATION IS A PUNCH HOLE ON THE
 AE2992'TOP OF A STAINLESS STEEL ROD ENCASED IN A 6-INCH PVC PIPE WITH ARHD
 AE2992'LOGO CAP.  LOCATED 37.16 M (121.92 FT) SOUTHEAST OF A UTILITY POLE,
 AE2992'27.50 M (90.22 FT) EAST OF A CHAIN LINK FENCE, 10.10 M (33.14 FT)
 AE2992'NORTH OF THE CENTER OF A PAVED ROAD AND 1.00 M (3.28 FT) SOUTH OF A
 AE2992'FIBERGLASS WITNESS POST. NOTE--THE SLEEVE DEPTH DOES NOT MEET THE
 AE2992'SPECIFICATION FOR A CLASS A ROD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2986 ***********************************************************************
 AE2986  DESIGNATION -  AHTD MON 1
 AE2986  PID         -  AE2986
 AE2986  STATE/COUNTY-  AR/DREW
 AE2986  USGS QUAD   -  MONTICELLO NORTH (1966)
 AE2986
 AE2986                         *CURRENT SURVEY CONTROL
 AE2986  ___________________________________________________________________
 AE2986* NAD 83(1997)-  33 39 29.39127(N)    091 48 08.95374(W)     ADJUSTED  
 AE2986* NAVD 88     -        87.3    (meters)     286.     (feet)  GPS OBS   
 AE2986  ___________________________________________________________________
 AE2986  X           -    -167,160.486 (meters)                     COMP
 AE2986  Y           -  -5,311,788.521 (meters)                     COMP
 AE2986  Z           -   3,514,983.663 (meters)                     COMP
 AE2986  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AE2986  ELLIP HEIGHT-          61.53  (meters)          (09/21/01) GPS OBS
 AE2986  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AE2986
 AE2986  HORZ ORDER  -  A
 AE2986  ELLP ORDER  -  FOURTH    CLASS I
 AE2986
 AE2986.The horizontal coordinates were established by GPS observations
 AE2986.and adjusted by the National Geodetic Survey in September 1997..
 AE2986
 AE2986.The orthometric height was determined by GPS observations and a
 AE2986.high-resolution geoid model.
 AE2986
 AE2986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2986
 AE2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2986
 AE2986.The ellipsoidal height was determined by GPS observations
 AE2986.and is referenced to NAD 83.
 AE2986
 AE2986.The geoid height was determined by GEOID03.
 AE2986
 AE2986;                    North         East     Units Scale Factor Converg.
 AE2986;SPC AR S     -   509,987.072   418,318.836   MT  0.99993990   +0 06 38.0
 AE2986;SPC AR S     - 1,673,182.59  1,372,434.38   sFT  0.99993990   +0 06 38.0
 AE2986;UTM  15      - 3,724,898.104   611,031.863   MT  0.99975198   +0 39 49.6
 AE2986
 AE2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2986!SPC AR S     -   0.99999034  x   0.99993990  =   0.99993024
 AE2986!UTM  15      -   0.99999034  x   0.99975198  =   0.99974232
 AE2986
 AE2986|---------------------------------------------------------------------|
 AE2986| PID    Reference Object                     Distance      Geod. Az  |
 AE2986|                                                           dddmmss.s |
 AE2986| AE2993 AHTD MON 2                           38.984 METERS 22847     |
 AE2986|---------------------------------------------------------------------|
 AE2986
 AE2986                          SUPERSEDED SURVEY CONTROL
 AE2986
 AE2986  ELLIP H (09/19/97)   61.53   (m)                       GP(       ) 3 2
 AE2986
 AE2986.Superseded values are not recommended for survey control.
 AE2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2986.See file dsdata.txt to determine how the superseded data were derived.
 AE2986
 AE2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1103224898(NAD 83)
 AE2986_MARKER: I = METAL ROD
 AE2986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2986_STAMPING: AHTD MON1 1997
 AE2986_MARK LOGO: ARHD  
 AE2986_PROJECTION: FLUSH
 AE2986_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2986+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE2986_ROD/PIPE-DEPTH: 10.3 meters
 AE2986_SLEEVE-DEPTH  : 1.0 meters
 AE2986
 AE2986  HISTORY     - Date     Condition        Report By
 AE2986  HISTORY     - 1997     MONUMENTED       ARHD
 AE2986
 AE2986                          STATION DESCRIPTION
 AE2986
 AE2986'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2986'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) NORTH OF MONTICELLO, AT
 AE2986'THE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT MAINTENANCE AREA
 AE2986'HEADQUARTERS.  OWNERSHIP--STATE OF ARKANSAS, PO BOX 244, MONTICELLO AR
 AE2986'71655, PHONE 870-367-6275, SUPERVISOR IS DWAIN (DOC) MILES.  TO REACH
 AE2986'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 425 AND STATE HIGHWAY 4
 AE2986'LOCATED ON THE WEST SIDE OF MONTICELLO, GO NORTH ON U.S. HIGHWAY 425
 AE2986'FOR 3.22 KM (2.00 MI) TO THE NORTH ENTRANCE TO THE ARHD MAINTENANCE
 AE2986'AREA HEADQUARTERS ON THE RIGHT.  TURN RIGHT, EAST THROUGH A PARKING
 AE2986'LOT FOR ABOUT 34.0 M (111.5 FT) TO A GATE IN A CHAIN LINK FENCE.  PASS
 AE2986'THROUGH THE GATE FOR ABOUT 6.0 M (19.7 FT) TO THE STATION ON THE LEFT,
 AE2986'UNDER A 6.10 M (20.01 FT) TOWER.  THE STATION IS PUNCH HOLE ON THE TOP
 AE2986'OF A STAINLESS STEEL ROD ENCASED IN A 6-INCH PVC PIPE WITH ARHD LOGO
 AE2986'CAP.  LOCATED 41.48 M (136.09 FT) EAST OF THE CENTER OF HIGHWAY 425,
 AE2986'7.20 M (23.62 FT) NORTH OF THE CENTER OF THE ENTRANCE TO THE
 AE2986'MAINTENANCE AREA YARD, 2.06 M (6.76 FT) EAST OF A CHAIN LINK FENCE AND
 AE2986'1.94 M (6.36 FT) SOUTH OF THE SOUTH BRICK WALL OF THE RESIDENT
 AE2986'ENGINEER BUILDING.  NOTE--THE SLEEVE DEPTH DOES NOT MEET THE
 AE2986'SPECIFICATIONS FOR A CLASS A ROD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4470 ***********************************************************************
 AJ4470  FBN         -  This is a Federal Base Network Control Station.
 AJ4470  DESIGNATION -  AHTD MON 1 NEW
 AJ4470  PID         -  AJ4470
 AJ4470  STATE/COUNTY-  AR/DREW
 AJ4470  USGS QUAD   -  MONTICELLO NORTH (1966)
 AJ4470
 AJ4470                         *CURRENT SURVEY CONTROL
 AJ4470  ___________________________________________________________________
 AJ4470* NAD 83(1997)-  33 39 29.39056(N)    091 48 08.95475(W)     ADJUSTED  
 AJ4470* NAVD 88     -        87.6    (meters)     287.     (feet)  GPS OBS   
 AJ4470  ___________________________________________________________________
 AJ4470  X           -    -167,160.520 (meters)                     COMP
 AJ4470  Y           -  -5,311,788.757 (meters)                     COMP
 AJ4470  Z           -   3,514,983.794 (meters)                     COMP
 AJ4470  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AJ4470  ELLIP HEIGHT-          61.80  (meters)          (07/20/01) GPS OBS
 AJ4470  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AJ4470
 AJ4470  HORZ ORDER  -  A
 AJ4470  ELLP ORDER  -  FOURTH    CLASS I
 AJ4470
 AJ4470.The horizontal coordinates were established by GPS observations
 AJ4470.and adjusted by the National Geodetic Survey in July 2001..
 AJ4470
 AJ4470.The orthometric height was determined by GPS observations and a
 AJ4470.high-resolution geoid model.
 AJ4470
 AJ4470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4470
 AJ4470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4470
 AJ4470.The ellipsoidal height was determined by GPS observations
 AJ4470.and is referenced to NAD 83.
 AJ4470
 AJ4470.The geoid height was determined by GEOID03.
 AJ4470
 AJ4470;                    North         East     Units Scale Factor Converg.
 AJ4470;SPC AR S     -   509,987.050   418,318.810   MT  0.99993990   +0 06 38.0
 AJ4470;SPC AR S     - 1,673,182.51  1,372,434.30   sFT  0.99993990   +0 06 38.0
 AJ4470;UTM  15      - 3,724,898.082   611,031.837   MT  0.99975198   +0 39 49.6
 AJ4470
 AJ4470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4470!SPC AR S     -   0.99999030  x   0.99993990  =   0.99993020
 AJ4470!UTM  15      -   0.99999030  x   0.99975198  =   0.99974228
 AJ4470
 AJ4470                          SUPERSEDED SURVEY CONTROL
 AJ4470
 AJ4470.No superseded survey control is available for this station.
 AJ4470
 AJ4470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1103224898(NAD 83)
 AJ4470_MARKER: I = METAL ROD
 AJ4470_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ4470_STAMPING: AHTD MON1 1997
 AJ4470_MARK LOGO: ARHD  
 AJ4470_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ4470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4470+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 AJ4470
 AJ4470  HISTORY     - Date     Condition        Report By
 AJ4470  HISTORY     - 1997     MONUMENTED       ARHD
 AJ4470  HISTORY     - 20010726 GOOD             NGS
 AJ4470
 AJ4470                          STATION DESCRIPTION
 AJ4470
 AJ4470'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (MLM)
 AJ4470'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  NOTE-THE TO REACH SHOULD
 AJ4470'READ FROM THE JUNCTION OF US HIGHWAYS 425 AND 278 IN MONTICELLO GO
 AJ4470'NORTH ON HIGHWAY 425 FOR 3.22 KM (2.00 MI) TO THE STATION ON THE RIGHT
 AJ4470'ON THE SOUTH SIDE OF THE RESIDENT ENGINEER BUILDING UNDER AND IN THE
 AJ4470'CENTER OF A 6-INCH METAL PIPE TRIPOD PROJECTING 7.62 M (25.00 FT)
 AJ4470'ABOVE THE GROUND.  NOT FROM THE JUNCTION OF US HIGHWAY 425 AND STATE
 AJ4470'HIGHWAY 4 AS STATED IN THE 1997 DESCRIPTION.  THE REST OF THE
 AJ4470'DESCRIPTION IS ADEQUATE.  THIS STATION IS A CONTINUOUSLY OPERATING
 AJ4470'REFERENCE STATION (CORS) AND IS OPERATED BY THE ARKANSAS HIGHWAY AND
 AJ4470'TRANSPORTATION DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2993 ***********************************************************************
 AE2993  CBN         -  This is a Cooperative Base Network Control Station.
 AE2993  DESIGNATION -  AHTD MON 2
 AE2993  PID         -  AE2993
 AE2993  STATE/COUNTY-  AR/DREW
 AE2993  USGS QUAD   -  MONTICELLO NORTH (1966)
 AE2993
 AE2993                         *CURRENT SURVEY CONTROL
 AE2993  ___________________________________________________________________
 AE2993* NAD 83(1997)-  33 39 28.55755(N)    091 48 10.09189(W)     ADJUSTED  
 AE2993* NAVD 88     -        88.1    (meters)     289.     (feet)  GPS OBS   
 AE2993  ___________________________________________________________________
 AE2993  X           -    -167,190.264 (meters)                     COMP
 AE2993  Y           -  -5,311,802.469 (meters)                     COMP
 AE2993  Z           -   3,514,962.709 (meters)                     COMP
 AE2993  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AE2993  ELLIP HEIGHT-          62.30  (meters)          (09/21/01) GPS OBS
 AE2993  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AE2993
 AE2993  HORZ ORDER  -  B
 AE2993  ELLP ORDER  -  FOURTH    CLASS II
 AE2993
 AE2993.The horizontal coordinates were established by GPS observations
 AE2993.and adjusted by the National Geodetic Survey in September 1997..
 AE2993
 AE2993.The orthometric height was determined by GPS observations and a
 AE2993.high-resolution geoid model.
 AE2993
 AE2993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2993
 AE2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2993
 AE2993.The ellipsoidal height was determined by GPS observations
 AE2993.and is referenced to NAD 83.
 AE2993
 AE2993.The geoid height was determined by GEOID03.
 AE2993
 AE2993;                    North         East     Units Scale Factor Converg.
 AE2993;SPC AR S     -   509,961.330   418,289.564   MT  0.99993992   +0 06 37.3
 AE2993;SPC AR S     - 1,673,098.13  1,372,338.34   sFT  0.99993992   +0 06 37.3
 AE2993;UTM  15      - 3,724,872.086   611,002.845   MT  0.99975190   +0 39 48.9
 AE2993
 AE2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2993!SPC AR S     -   0.99999022  x   0.99993992  =   0.99993014
 AE2993!UTM  15      -   0.99999022  x   0.99975190  =   0.99974212
 AE2993
 AE2993|---------------------------------------------------------------------|
 AE2993| PID    Reference Object                     Distance      Geod. Az  |
 AE2993|                                                           dddmmss.s |
 AE2993| AE2986 AHTD MON 1                           38.984 METERS 04847     |
 AE2993|---------------------------------------------------------------------|
 AE2993
 AE2993                          SUPERSEDED SURVEY CONTROL
 AE2993
 AE2993  ELLIP H (09/19/97)   62.30   (m)                       GP(       ) 4 1
 AE2993
 AE2993.Superseded values are not recommended for survey control.
 AE2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2993.See file dsdata.txt to determine how the superseded data were derived.
 AE2993
 AE2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1100324872(NAD 83)
 AE2993_MARKER: I = METAL ROD
 AE2993_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2993_STAMPING: AHTD MON2 1997
 AE2993_MARK LOGO: ARHD  
 AE2993_PROJECTION: FLUSH
 AE2993_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2993+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE2993_ROD/PIPE-DEPTH: 10.2 meters
 AE2993_SLEEVE-DEPTH  : 1.0 meters
 AE2993
 AE2993  HISTORY     - Date     Condition        Report By
 AE2993  HISTORY     - 1997     MONUMENTED       ARHD
 AE2993
 AE2993                          STATION DESCRIPTION
 AE2993
 AE2993'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2993'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) NORTH OF MONTICELLO, AT
 AE2993'THE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT MAINTENANCE AREA
 AE2993'HEADQUARTERS.  OWNERSHIP--STATE OF ARKANSAS, PO BOX 244, MONTICELLO AR
 AE2993'71655, PHONE 870-367-6276, SUPERVISOR IS DWAIN (DOC) MILES.  TO REACH
 AE2993'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 425 AND STATE HIGHWAY 4,
 AE2993'LOCATED ON THE WEST SIDE OF MONTICELLO, GO NORTH ON HIGHWAY 425 FOR
 AE2993'3.22 KM (2.00 MI) TO THE ARHD MAINTENANCE AREA HEADQUARTERS AND THE
 AE2993'STATION ON THE RIGHT.  THE STATION IS PUNCH HOLE ON THE TOP OF A
 AE2993'STAINLESS STEEL ROD ENCASED IN A 6-INCH PVC PIPE WITH ARHD LOGO CAP.
 AE2993'LOCATED 16.0 M (52.5 FT) SOUTH OF THE CENTER OF NORTH ENTRANCE TO THE
 AE2993'MAINTENANCE AREA HEADQUARTERS, 15.50 M (50.85 FT) NORTH OF THE CENTER
 AE2993'OF SOUTH ENTRANCE TO MAINTENANCE AREA HEADQUARTERS, 10.25 M (33.63 FT)
 AE2993'EAST OF THE CENTER OF HIGHWAY 425, 4.88 M (16.01 FT) WEST OF THE BACK
 AE2993'OF CURB, 1.17 M (3.84 FT) EAST OF THE BACK OF CURB AND 1.00 M (3.28
 AE2993'FT) WEST OF A FIBERGLASS WITNESS POST.  NOTE--THE SLEEVE DEPTH DOES
 AE2993'NOT MEET THE SPECIFICATION FOR A CLASS A ROD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2987 ***********************************************************************
 AE2987  FBN         -  This is a Federal Base Network Control Station.
 AE2987  DESIGNATION -  AHTD PAR 1
 AE2987  PID         -  AE2987
 AE2987  STATE/COUNTY-  AR/GREENE
 AE2987  USGS QUAD   -  PARAGOULD WEST (1984)
 AE2987
 AE2987                         *CURRENT SURVEY CONTROL
 AE2987  ___________________________________________________________________
 AE2987* NAD 83(1997)-  36 03 30.76384(N)    090 31 09.47584(W)     ADJUSTED  
 AE2987* NAVD 88     -        89.8    (meters)     295.     (feet)  GPS OBS   
 AE2987  ___________________________________________________________________
 AE2987  X           -     -46,787.078 (meters)                     COMP
 AE2987  Y           -  -5,162,015.503 (meters)                     COMP
 AE2987  Z           -   3,733,481.505 (meters)                     COMP
 AE2987  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AE2987  ELLIP HEIGHT-          61.60  (meters)          (07/20/01) GPS OBS
 AE2987  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AE2987
 AE2987  HORZ ORDER  -  A
 AE2987  ELLP ORDER  -  FOURTH    CLASS I
 AE2987
 AE2987.The horizontal coordinates were established by GPS observations
 AE2987.and adjusted by the National Geodetic Survey in September 1997..
 AE2987
 AE2987.The orthometric height was determined by GPS observations and a
 AE2987.high-resolution geoid model.
 AE2987
 AE2987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2987
 AE2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2987
 AE2987.The ellipsoidal height was determined by GPS observations
 AE2987.and is referenced to NAD 83.
 AE2987
 AE2987.The geoid height was determined by GEOID03.
 AE2987
 AE2987;                    North         East     Units Scale Factor Converg.
 AE2987;SPC AR N     -   192,404.589   533,397.714   MT  0.99997012   +0 51 41.8
 AE2987;SPC AR N     -   631,247.39  1,749,989.00   sFT  0.99997012   +0 51 41.8
 AE2987;UTM  15      - 3,993,290.180   723,435.948   MT  1.00021518   +1 27 38.8
 AE2987
 AE2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2987!SPC AR N     -   0.99999033  x   0.99997012  =   0.99996045
 AE2987!UTM  15      -   0.99999033  x   1.00021518  =   1.00020551
 AE2987
 AE2987|---------------------------------------------------------------------|
 AE2987| PID    Reference Object                     Distance      Geod. Az  |
 AE2987|                                                           dddmmss.s |
 AE2987| AE2994 AHTD PAR 2                          129.588 METERS 02714     |
 AE2987|---------------------------------------------------------------------|
 AE2987
 AE2987                          SUPERSEDED SURVEY CONTROL
 AE2987
 AE2987  ELLIP H (09/19/97)   61.57   (m)                       GP(       ) 3 2
 AE2987
 AE2987.Superseded values are not recommended for survey control.
 AE2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2987.See file dsdata.txt to determine how the superseded data were derived.
 AE2987
 AE2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2343693290(NAD 83)
 AE2987_MARKER: I = METAL ROD
 AE2987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2987_STAMPING: AHTD PAR 1 1997
 AE2987_MARK LOGO: ARHD  
 AE2987_PROJECTION: FLUSH
 AE2987_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2987+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 AE2987_ROD/PIPE-DEPTH: 21.6 meters
 AE2987_SLEEVE-DEPTH  : 1.00 meters
 AE2987
 AE2987  HISTORY     - Date     Condition        Report By
 AE2987  HISTORY     - 1997     MONUMENTED       ARHD
 AE2987  HISTORY     - 19990606 GOOD             NGS
 AE2987  HISTORY     - 20000120 GOOD             NGS
 AE2987  HISTORY     - 20030724 GOOD             ARHD
 AE2987
 AE2987                          STATION DESCRIPTION
 AE2987
 AE2987'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2987'THE STATION IS LOCATED IN PARAGOULD, AT THE ARKANSAS HIGHWAY AND
 AE2987'TRANSPORTATION DEPARTMENT DISTRICT 10.  OWNERSHIP--STATE OF ARKANSAS,
 AE2987'PO BOX 98, PARAGOULD AR 72451-0098, PHONE 870-239-9511, DISTRICT
 AE2987'ENGINEER IS JOE BARNETT.  TO REACH THE STATION FROM THE JUNCTION OF
 AE2987'U.S. HIGHWAYS 49 AND 412 IN PARAGOULD, GO WEST ON U.S. HIGHWAY 412 FOR
 AE2987'1.61 KM (1.00 MI) TO THE WEST ENTRANCE OF THE ARKANSAS HIGHWAY AND
 AE2987'TRANSPORTATION DEPARTMENT DISTRICT 10 ON THE LEFT.  TURN LEFT, SOUTH
 AE2987'ON ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A GATE IN A BRICK FENCE.
 AE2987'PASS THROUGH GATE AND CONTINUE SOUTH FOR 0.08 KM (0.05 MI) TO THE
 AE2987'STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE ON THE TOP OF A
 AE2987'STAINLESS STEEL ROD ENCASED IN A 6-INCH PVC PIPE WITH ARHD LOGO CAP.
 AE2987'LOCATED 9.06 M (29.72 FT) NORTH OF THE BACK OF CURB, 8.23 M (27.00 FT)
 AE2987'EAST OF A CORNER POST IN A CHAIN LINK FENCE, 5.51 M (18.08 FT) WEST OF
 AE2987'THE BACK OF CURB AND 3.18 M (10.43 FT) SOUTH OF THE BACK OF CURB.
 AE2987'NOTE--THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A ROD
 AE2987'MARK.
 AE2987
 AE2987                          STATION RECOVERY (1999)
 AE2987
 AE2987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 AE2987'RECOVERED AS DESCRIBED.
 AE2987
 AE2987                          STATION RECOVERY (2000)
 AE2987
 AE2987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AE2987'THE STATION IS LOCATED IN PARAGOULD, AT THE ARKANSAS HIGHWAY AND
 AE2987'TRANSPORTATION DEPARTMENT DISTRICT 10.  OWNERSHIP--STATE OF ARKANSAS.
 AE2987'NOTE--CONTACT MR.  JOE BARNETT (DISTRICT ENGINEER) ONE DAY IN ADVANCE
 AE2987'BEFORE OCCUPYING THIS STATION, PHONE-- (870) 239-9511.  TO REACH THE
 AE2987'STATION FROM THE JUNCTION OF US HIGHWAYS 49 AND 412 IN PARAGOULD, GO
 AE2987'WEST ON HIGHWAY 412 FOR 1.61 KM (1.00 MI) TO THE WEST ENTRANCE DRIVE
 AE2987'OF THE DISTRICT 10 ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT ON
 AE2987'THE LEFT, TURN LEFT, SOUTH FOR 0.05 KM (0.05 MI) TO THE EAST ONE OF
 AE2987'TWO GATES, CONTINUE AHEAD, SOUTH PASSING THROUGH THE GATE FOR 0.05 KM
 AE2987'(0.05 MI) TO A SMALL GRASSY MEDIAN ON THE RIGHT JUST BEFORE REACHING
 AE2987'BUILDING 10-28-25 AND EAST OF THE SOUTHEAST CORNER POST OF A CHAIN
 AE2987'LINK FENCE, THE STATION IS SET IN THE MEDIAN FLUSH WITH THE LAWN.  THE
 AE2987'STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD ENCASED IN
 AE2987'A 13 CM PVC PIPE WITH A ARHD LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 AE2987'8.23 M (27.00 FT) EAST OF THE SOUTHEAST CORNER POST OF THE CHAIN LINK
 AE2987'FENCE 5.51 M (18.08 FT) WEST OF THE WEST CURB OF THE MEDIAN AND 3.18 M
 AE2987'(10.43 FT) SOUTH OF THE SOUTH CURB OF THE MEDIAN.
 AE2987
 AE2987                          STATION RECOVERY (2003)
 AE2987
 AE2987'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DW)
 AE2987'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2994 ***********************************************************************
 AE2994  CBN         -  This is a Cooperative Base Network Control Station.
 AE2994  DESIGNATION -  AHTD PAR 2
 AE2994  PID         -  AE2994
 AE2994  STATE/COUNTY-  AR/GREENE
 AE2994  USGS QUAD   -  PARAGOULD WEST (1984)
 AE2994
 AE2994                         *CURRENT SURVEY CONTROL
 AE2994  ___________________________________________________________________
 AE2994* NAD 83(1997)-  36 03 34.50229(N)    090 31 07.10669(W)     ADJUSTED  
 AE2994* NAVD 88     -        89.8    (meters)     295.     (feet)  GPS OBS   
 AE2994  ___________________________________________________________________
 AE2994  X           -     -46,727.173 (meters)                     COMP
 AE2994  Y           -  -5,161,948.257 (meters)                     COMP
 AE2994  Z           -   3,733,574.686 (meters)                     COMP
 AE2994  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AE2994  ELLIP HEIGHT-          61.65  (meters)          (09/21/01) GPS OBS
 AE2994  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AE2994
 AE2994  HORZ ORDER  -  B
 AE2994  ELLP ORDER  -  FOURTH    CLASS II
 AE2994
 AE2994.The horizontal coordinates were established by GPS observations
 AE2994.and adjusted by the National Geodetic Survey in September 1997..
 AE2994
 AE2994.The orthometric height was determined by GPS observations and a
 AE2994.high-resolution geoid model.
 AE2994
 AE2994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2994
 AE2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2994
 AE2994.The ellipsoidal height was determined by GPS observations
 AE2994.and is referenced to NAD 83.
 AE2994
 AE2994.The geoid height was determined by GEOID03.
 AE2994
 AE2994;                    North         East     Units Scale Factor Converg.
 AE2994;SPC AR N     -   192,520.692   533,455.265   MT  0.99997027   +0 51 43.2
 AE2994;SPC AR N     -   631,628.30  1,750,177.82   sFT  0.99997027   +0 51 43.2
 AE2994;UTM  15      - 3,993,406.907   723,492.296   MT  1.00021549   +1 27 40.3
 AE2994
 AE2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2994!SPC AR N     -   0.99999032  x   0.99997027  =   0.99996059
 AE2994!UTM  15      -   0.99999032  x   1.00021549  =   1.00020581
 AE2994
 AE2994|---------------------------------------------------------------------|
 AE2994| PID    Reference Object                     Distance      Geod. Az  |
 AE2994|                                                           dddmmss.s |
 AE2994| AE2987 AHTD PAR 1                          129.588 METERS 20714     |
 AE2994|---------------------------------------------------------------------|
 AE2994
 AE2994                          SUPERSEDED SURVEY CONTROL
 AE2994
 AE2994  ELLIP H (09/19/97)   61.62   (m)                       GP(       ) 4 1
 AE2994
 AE2994.Superseded values are not recommended for survey control.
 AE2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2994.See file dsdata.txt to determine how the superseded data were derived.
 AE2994
 AE2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2349293407(NAD 83)
 AE2994_MARKER: I = METAL ROD
 AE2994_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2994_STAMPING: AHTD PAR2 1997
 AE2994_MARK LOGO: ARHD  
 AE2994_PROJECTION: FLUSH
 AE2994_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2994+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AE2994_ROD/PIPE-DEPTH: 16.3 meters
 AE2994_SLEEVE-DEPTH  : 1.00 meters
 AE2994
 AE2994  HISTORY     - Date     Condition        Report By
 AE2994  HISTORY     - 1997     MONUMENTED       ARHD
 AE2994  HISTORY     - 20030513 GOOD             JCLS
 AE2994
 AE2994                          STATION DESCRIPTION
 AE2994
 AE2994'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1997 (DDK)
 AE2994'THE STATION IS LOCATED IN PARAGOULD, AT THE ARKANSAS HIGHWAY AND
 AE2994'TRANSPORTATION DEPARTMENT DISTRICT 10.  OWNERSHIP--STATE OF ARKANSAS,
 AE2994'PO BOX 98, PARAGOULD AR 72451-0098, PHONE 870-239-9511, DISTRICT
 AE2994'ENGINEER IS JOE BARNETT.  TO REACH THE STATION FROM THE JUNCTION OF
 AE2994'U.S. HIGHWAYS 49 AND 412 IN PARAGOULD, GO WEST ON HIGHWAY 412 FOR 1.61
 AE2994'KM (1.00 MI) TO STATION ON THE LEFT, SET IN FRONT OF ARHD DISTRICT 10.
 AE2994'THE STATION IS A PUNCH HOLE ON THE TOP OF A STAINLESS STEEL ROD
 AE2994'ENCASED IN A 6-INCH PVC PIPE WITH ARHD LOGO CAP. LOCATED 17.80 M
 AE2994'(58.40 FT) SOUTH OF THE CENTER OF HIGHWAY 412, 5.06 M (16.60 FT) WEST
 AE2994'OF THE SOUTH END OF THE ARHD SIGN AND 5.06 M (16.60 FT) NORTH OF THE
 AE2994'BACK OF CURB.  NOTE--THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION
 AE2994'FOR A CLASS A ROD MARK.
 AE2994
 AE2994                          STATION RECOVERY (2003)
 AE2994
 AE2994'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AE2994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0594 ***********************************************************************
 GG0594  DESIGNATION -  AIRPORT
 GG0594  PID         -  GG0594
 GG0594  STATE/COUNTY-  AR/BENTON
 GG0594  USGS QUAD   -  ROGERS (1976)
 GG0594
 GG0594                         *CURRENT SURVEY CONTROL
 GG0594  ___________________________________________________________________
 GG0594* NAD 83(1997)-  36 22 01.23263(N)    094 06 32.01588(W)     ADJUSTED  
 GG0594* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 GG0594  ___________________________________________________________________
 GG0594  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GG0594  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GG0594
 GG0594  HORZ ORDER  -  THIRD
 GG0594
 GG0594.This mark is at Rogers Mun-Carter Fld Airport (ROG)
 GG0594
 GG0594.The horizontal coordinates were established by classical geodetic methods
 GG0594.and adjusted by the National Geodetic Survey in September 1999..
 GG0594
 GG0594.The orthometric height was scaled from a topographic map.
 GG0594
 GG0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0594
 GG0594.The geoid height was determined by GEOID03.
 GG0594
 GG0594;                    North         East     Units Scale Factor Converg.
 GG0594;SPC AR N     -   227,656.255   210,748.288   MT  1.00002916   -1 13 37.8
 GG0594;SPC AR N     -   746,902.23    691,430.01   sFT  1.00002916   -1 13 37.8
 GG0594;SPC MO W     -    22,300.508   885,097.523   MT  0.99995635   +0 13 54.9
 GG0594;UTM  15      - 4,025,227.221   400,521.350   MT  0.99972193   -0 39 27.3
 GG0594
 GG0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0594!SPC AR N     -   0.99993943  x   1.00002916  =   0.99996858
 GG0594!SPC MO W     -   0.99993943  x   0.99995635  =   0.99989578
 GG0594!UTM  15      -   0.99993943  x   0.99972193  =   0.99966137
 GG0594
 GG0594|---------------------------------------------------------------------|
 GG0594| PID    Reference Object                     Distance      Geod. Az  |
 GG0594|                                                           dddmmss.s |
 GG0594| GG0593 AIRPORT BEACON ROGERS MUN APT       311.651 METERS 15520     |
 GG0594| GG0606 ROGERS MUNICIPAL TANK               APPROX. 3.6 KM 2051259.2 |
 GG0594| GG0597 ROGERS TV STA KAMO CABLE MAST       APPROX. 5.4 KM 2062841.3 |
 GG0594| CI0027 AIRPORT AZ MK                                      2334133.6 |
 GG0594| CI0028 AIRPORT RM 1                         13.792 METERS 26935     |
 GG0594| CI0029 AIRPORT RM 2                         31.284 METERS 35227     |
 GG0594|---------------------------------------------------------------------|
 GG0594
 GG0594                          SUPERSEDED SURVEY CONTROL
 GG0594
 GG0594  NAD 83(1997)-  36 22 01.23719(N)    094 06 32.01949(W) AD(       ) 3
 GG0594  NAD 83(1997)-  36 22 01.24559(N)    094 06 32.01775(W) AD(       ) 3
 GG0594  NAD 83(1986)-  36 22 01.24538(N)    094 06 32.01667(W) AD(       ) 3
 GG0594  NAD 27      -  36 22 00.97240(N)    094 06 31.29660(W) AD(       ) 3
 GG0594
 GG0594.Superseded values are not recommended for survey control.
 GG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0594.See file dsdata.txt to determine how the superseded data were derived.
 GG0594
 GG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0052125227(NAD 83)
 GG0594_MARKER: DS = TRIANGULATION STATION DISK
 GG0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0594
 GG0594  HISTORY     - Date     Condition        Report By
 GG0594  HISTORY     - 1961     MONUMENTED       CGS
 GG0594  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 GG0594  HISTORY     - 1987     GOOD             USPSQD
 GG0594  HISTORY     - 1988     GOOD             USPSQD
 GG0594  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0594
 GG0594                          STATION DESCRIPTION
 GG0594
 GG0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0594'ABOUT 2-1/2 MILES NORTH-NORTHEAST OF ROGERS, IN THE NORTHWEST
 GG0594'1/4 OF SEC. 31, T. 20 N., R. 29 W., AND ON THE ROGERS MUNICIPAL
 GG0594'AIRPORT.  IT IS 283 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GG0594'OF THE ADMINISTRATION BUILDING, 72 FEET NORTH OF THE NORTH
 GG0594'EDGE OF THE APPROACH TO THE RUNWAY, 72 FEET NORTHWEST OF THE
 GG0594'NORTH END OF A CONCRETE CULVERT, AND 59 FEET EAST OF THE EAST
 GG0594'EDGE OF THE NORTH-SOUTH RUNWAY.  THE MONUMENT IS FLUSH AND
 GG0594'THE DISK IS STAMPED AIRPORT 1961.
 GG0594'
 GG0594'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE AIRPORT,
 GG0594'GO SOUTH ON U.S. HIGHWAY 62 FOR 0.8 MILE TO THE JUNCTION
 GG0594'WITH STATE HIGHWAY 94.  TURN SHARP RIGHT AND GO NORTH ON
 GG0594'HIGHWAY 94 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GG0594'
 GG0594'REFERENCE MARK 1 IS 17 FEET NORTH OF A RUNWAY LIGHT AND
 GG0594'16 FEET EAST OF THE EAST EDGE OF THE NORTH-SOUTH RUNWAY.
 GG0594'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AIRPORT NO 1 1961.
 GG0594'
 GG0594'REFERENCE MARK 2 IS 81 FEET SOUTH OF THE THIRD RUNWAY LIGHT
 GG0594'NORTH OF THE APPROACH TO THE RUNWAY AND 12 FEET EAST OF THE
 GG0594'EAST EDGE OF THE NORTH-SOUTH RUNWAY.  THE MONUMENT IS FLUSH
 GG0594'AND THE DISK IS STAMPED AIRPORT NO 2 1961.
 GG0594'
 GG0594'THE AZIMUTH MARK IS 136 FEET NORTH OF THE CENTERLINE OF A
 GG0594'GRAVELED ROAD, 38 FEET WEST OF THE CENTERLINE OF HIGHWAY 94,
 GG0594'3 FEET NORTH OF A WITNESS POST AND 2 FEET NORTH OF A TELEPHONE
 GG0594'POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GG0594'AIRPORT 1961.
 GG0594'
 GG0594'R.M. 1 TO R.M. 2 106.91 FT.
 GG0594'
 GG0594'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0594
 GG0594                          STATION RECOVERY (1980)
 GG0594
 GG0594'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JMB)
 GG0594'AZIMUTH MARK RECOVERED IN GOOD CONDITION.  REFERENCE TIES ADEQUATE.
 GG0594'
 GG0594'TRIANGULATION STATION AND REFERENCE MARKS FOUND DESTROYED.
 GG0594'
 GG0594'REFERENCED RUNWAY WAS REBUILT SEVERAL YEARS AGO.  AN EMPLOYEE OF
 GG0594'CONSULTING FIRM THAT WAS IN CHARGE, STATED TO ME THIS DATE THAT THE
 GG0594'RUNWAY WAS COMPLETELY REBUILT.  THE GRADE LOWERED, AND RUNWAY
 GG0594'WIDENED.  THE REFERENCED CULVERT HAS BEEN REMOVED, AND THE
 GG0594'REFERENCED TAXIWAY CUT-OFF AND REMOVED.  IT WOULD APPEAR THAT
 GG0594'STATION AND REFERENCE MARKS WERE ALL REMOVED AT THAT TIME.
 GG0594'
 GG0594'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES NORTH-NORTHEAST
 GG0594'ROGERS.
 GG0594
 GG0594                          STATION RECOVERY (1987)
 GG0594
 GG0594'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0594'RECOVERED IN GOOD CONDITION.
 GG0594
 GG0594                          STATION RECOVERY (1988)
 GG0594
 GG0594'RECOVERY NOTE BY US POWER SQUADRON 1988 (VWK)
 GG0594'RECOVERED IN GOOD CONDITION.
 GG0594
 GG0594                          STATION RECOVERY (1988)
 GG0594
 GG0594'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2718 ***********************************************************************
 FE2718  DESIGNATION -  AIRPORT BCN BLYTHEVILLE APT
 FE2718  PID         -  FE2718
 FE2718  STATE/COUNTY-  AR/MISSISSIPPI
 FE2718  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2718
 FE2718                         *CURRENT SURVEY CONTROL
 FE2718  ___________________________________________________________________
 FE2718* NAD 83(1997)-  35 57 31.94110(N)    089 57 51.44947(W)     ADJUSTED  
 FE2718* NAVD 88     -                                                        
 FE2718  ___________________________________________________________________
 FE2718  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE2718  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE2718
 FE2718  HORZ ORDER  -  THIRD
 FE2718
 FE2718.This mark is at Arkansas Int Airport (BYH)
 FE2718
 FE2718.The horizontal coordinates were established by classical geodetic methods
 FE2718.and adjusted by the National Geodetic Survey in September 1999..
 FE2718
 FE2718
 FE2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2718
 FE2718.The geoid height was determined by GEOID03.
 FE2718
 FE2718;                    North         East     Units Scale Factor Converg.
 FE2718;SPC AR N     -   182,240.553   583,621.307   MT  0.99995725   +1 11 04.5
 FE2718;SPC AR N     -   597,900.88  1,914,764.24   sFT  0.99995725   +1 11 04.5
 FE2718;SPC MO E     -    14,061.191   298,323.518   MT  0.99996210   +0 18 52.5
 FE2718;UTM  16      - 3,983,449.844   232,659.475   MT  1.00048076   -1 44 30.0
 FE2718;UTM  15      - 3,983,648.115   773,783.268   MT  1.00052373   +1 47 01.3
 FE2718
 FE2718                          SUPERSEDED SURVEY CONTROL
 FE2718
 FE2718  NAD 83(1997)-  35 57 31.94366(N)    089 57 51.45155(W) AD(       ) 4
 FE2718  NAD 83(1986)-  35 57 31.95408(N)    089 57 51.44906(W) AD(       ) 4
 FE2718  NAD 27      -  35 57 31.69500(N)    089 57 51.12900(W) AD(       ) 3
 FE2718
 FE2718.Superseded values are not recommended for survey control.
 FE2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2718.See file dsdata.txt to determine how the superseded data were derived.
 FE2718
 FE2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3265983450(NAD 83)
 FE2718_MARKER: 21 = AIRPORT BEACON
 FE2718
 FE2718  HISTORY     - Date     Condition        Report By
 FE2718  HISTORY     - 1955     FIRST OBSERVED   CGS
 FE2718
 FE2718                          STATION DESCRIPTION
 FE2718
 FE2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE2718'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF BLYTHEVILLE, ABOUT
 FE2718'300 FEET SOUTHEAST OF THE WEST ENTRANCE TO THE AIRPORT AND 250
 FE2718'FEET EAST OF STATE HIGHWAY 151.  THE STRUCTURE IS ABOUT 80 FEET HIGH
 FE2718'AND THE POINT OBSERVED ON WAS THE REVOLVING LIGHT AT THE TOP.
 FE2718'
 FE2718'NOTE-THE 18TH AIRFORCE IS SUPPOSED TO TAKE OVER THE AIRPORT IN THE
 FE2718'NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3025 ***********************************************************************
 EH3025  DESIGNATION -  AIRPORT BCN GRIDER FLD P BLUFF
 EH3025  PID         -  EH3025
 EH3025  STATE/COUNTY-  AR/JEFFERSON
 EH3025  USGS QUAD   -  LADD (1975)
 EH3025
 EH3025                         *CURRENT SURVEY CONTROL
 EH3025  ___________________________________________________________________
 EH3025* NAD 83(1997)-  34 10 43.84391(N)    091 56 19.82829(W)     ADJUSTED  
 EH3025* NAVD 88     -                                                        
 EH3025  ___________________________________________________________________
 EH3025  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EH3025  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EH3025
 EH3025  HORZ ORDER  -  THIRD
 EH3025
 EH3025.This mark is at Grider Field Airport (PBF)
 EH3025
 EH3025.The horizontal coordinates were established by classical geodetic methods
 EH3025.and adjusted by the National Geodetic Survey in September 1999..
 EH3025
 EH3025
 EH3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3025
 EH3025.The geoid height was determined by GEOID03.
 EH3025
 EH3025;                    North         East     Units Scale Factor Converg.
 EH3025;SPC AR S     -   567,721.136   405,637.832   MT  0.99992163   +0 02 03.2
 EH3025;SPC AR S     - 1,862,598.43  1,330,830.12   sFT  0.99992163   +0 02 03.2
 EH3025;UTM  15      - 3,782,495.079   597,791.944   MT  0.99971788   +0 35 46.3
 EH3025
 EH3025                          SUPERSEDED SURVEY CONTROL
 EH3025
 EH3025  NAD 83(1986)-  34 10 43.85275(N)    091 56 19.82174(W) AD(       ) 4
 EH3025  NAD 27      -  34 10 43.49787(N)    091 56 19.32839(W) AD(       ) 3
 EH3025
 EH3025.Superseded values are not recommended for survey control.
 EH3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3025.See file dsdata.txt to determine how the superseded data were derived.
 EH3025
 EH3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9779282495(NAD 83)
 EH3025_MARKER: 21 = AIRPORT BEACON
 EH3025
 EH3025  HISTORY     - Date     Condition        Report By
 EH3025  HISTORY     - 1964     FIRST OBSERVED   CGS
 EH3025  HISTORY     - 1968     GOOD             CGS
 EH3025  HISTORY     - 19880211 GOOD             NGS
 EH3025
 EH3025                          STATION DESCRIPTION
 EH3025
 EH3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3025'THE STATION IS THE CENTER OF THE BASE OF THE TOWER, LOCATED
 EH3025'AT THE WEST EDGE OF THE PINE BLUFF MUNICIPAL AIRPORT (GRIDER
 EH3025'FIELD), ABOUT 150 FEET WEST OF THE AIRPORT TERMINAL BUILDING.
 EH3025'IT IS A SELF SUPPORTED FOUR LEGGED STEEL TOWER WITH A REVOLVING
 EH3025'AMBER AND GREEN LIGHT AT THE TOP, PAINTED IN ALTERNATE SECTIONS
 EH3025'OF ORANGE AND WHITE.  ITS OVERALL HEIGHT IS ABOUT 40 FEET.
 EH3025'
 EH3025'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EH3025'GRIDER THE DISTANCE BEING 292.9 FEET AND 89.27 METERS.
 EH3025
 EH3025                          STATION RECOVERY (1968)
 EH3025
 EH3025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 EH3025'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 EH3025'ORIGINALLY DESCRIBED.
 EH3025'
 EH3025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES SE OF
 EH3025'PINE BLUFF.
 EH3025
 EH3025                          STATION RECOVERY (1988)
 EH3025
 EH3025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (ARB)
 EH3025'THIS STATION IS THE CENTER OF THE BASE OF THE FOUR LEGGED STEEL TOWER
 EH3025'THAT SUPPORTS THE AIRPORT BEACON LOCATED AT THE WEST EDGE OF PINE
 EH3025'BLUFF MUNICIPAL AIRPORT, GRIDER FIELD.  ABOUT 150 FT (45.7 M) WEST OF
 EH3025'THE TERMINAL BUILDING.  IT IS A SELF SUPPORTING FOUR LEGGED STEEL
 EH3025'TOWER WITH A REVOLVING GREEN AND CLEAR LIGHT AT TOP, PAINTED IN
 EH3025'ALTERNATE SECTION OF RED AND WHITE.  IT IS OVERALL HEIGHT IS ABOUT 40
 EH3025'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2102 ***********************************************************************
 FF2102  DESIGNATION -  AIRPORT BCN JONESBORO MUN APT
 FF2102  PID         -  FF2102
 FF2102  STATE/COUNTY-  AR/CRAIGHEAD
 FF2102  USGS QUAD   -  JONESBORO (1983)
 FF2102
 FF2102                         *CURRENT SURVEY CONTROL
 FF2102  ___________________________________________________________________
 FF2102* NAD 83(1997)-  35 50 01.70961(N)    090 39 06.67435(W)     ADJUSTED  
 FF2102* NAVD 88     -                                                        
 FF2102  ___________________________________________________________________
 FF2102  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 FF2102  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF2102
 FF2102  HORZ ORDER  -  THIRD
 FF2102
 FF2102.This mark is at Jonesboro Airport (JBR)
 FF2102
 FF2102.The horizontal coordinates were established by classical geodetic methods
 FF2102.and adjusted by the National Geodetic Survey in September 1999..
 FF2102
 FF2102
 FF2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2102
 FF2102.The geoid height was determined by GEOID03.
 FF2102
 FF2102;                    North         East     Units Scale Factor Converg.
 FF2102;SPC AR N     -   167,300.064   521,797.884   MT  0.99994539   +0 47 04.1
 FF2102;SPC AR N     -   548,883.63  1,711,931.89   sFT  0.99994539   +0 47 04.1
 FF2102;UTM  15      - 3,968,060.824   712,094.798   MT  1.00015434   +1 22 30.7
 FF2102
 FF2102                          SUPERSEDED SURVEY CONTROL
 FF2102
 FF2102  NAD 83(1997)-  35 50 01.71680(N)    090 39 06.67469(W) AD(       ) 4
 FF2102  NAD 83(1986)-  35 50 01.72109(N)    090 39 06.67405(W) AD(       ) 4
 FF2102  NAD 27      -  35 50 01.45000(N)    090 39 06.27500(W) AD(       ) 3
 FF2102
 FF2102.Superseded values are not recommended for survey control.
 FF2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2102.See file dsdata.txt to determine how the superseded data were derived.
 FF2102
 FF2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1209568061(NAD 83)
 FF2102_MARKER: 21 = AIRPORT BEACON
 FF2102
 FF2102  HISTORY     - Date     Condition        Report By
 FF2102  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2102  HISTORY     - 1965     GOOD             CGS
 FF2102  HISTORY     - 1970     GOOD             NGS
 FF2102  HISTORY     - 1975     GOOD             NGS
 FF2102  HISTORY     - 1982     GOOD             NGS
 FF2102  HISTORY     - 19910308 GOOD             NGS
 FF2102
 FF2102                          STATION DESCRIPTION
 FF2102
 FF2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2102'THE STATION IS LOCATED ABOUT 3.0 MILES EAST OF JONESBORO AND
 FF2102'IS SITUATED JUST NORTH OF THE HANGER.
 FF2102'
 FF2102'IT IS A FOUR LEGGED STEEL TOWER WITH A REVOLVING LIGHT AT THE
 FF2102'TOP.  THE OVERALL HEIGHT IS ABOUT 50 FEET.  THE POINT OBSERVED
 FF2102'WAS THE LARGE WHITE LIGHT.
 FF2102'
 FF2102'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE
 FF2102'HIGHWAY 1 IN JONESBORO, GO EAST ON U.S. HIGHWAY 63 FOR 2.35
 FF2102'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.65 MILE TO A
 FF2102'SIDE ROAD RIGHT AND ENTRANCE TO THE AIRPORT, TURN RIGHT AND
 FF2102'GO 0.15 MILE TO THE HANGER AND STATION AS DESCRIBED.
 FF2102
 FF2102                          STATION RECOVERY (1965)
 FF2102
 FF2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FF2102'THE STATION WAS RECOVERED AS DESCRIBED
 FF2102'AND FOUND TO BE IN GOOD CONDITION.
 FF2102
 FF2102                          STATION RECOVERY (1970)
 FF2102
 FF2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 FF2102'THE STATION WAS RECOVERED AS DESCRIBED.
 FF2102
 FF2102                          STATION RECOVERY (1975)
 FF2102
 FF2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 FF2102'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FF2102'
 FF2102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF2102'AT JONESBORO MUNICIPAL AIRPORT.
 FF2102
 FF2102                          STATION RECOVERY (1982)
 FF2102
 FF2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC)
 FF2102'RECOVERED AS DESCRIBED.
 FF2102'
 FF2102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JONESBORO
 FF2102'MUNICIPAL AIRPORT.
 FF2102
 FF2102                          STATION RECOVERY (1991)
 FF2102
 FF2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF2102'THE BEACON IS LOCATED AT THE NORTHEAST CORNER OF A LARGE HANGAR FOR
 FF2102'JONESBORO FLYING SERVICE, AND IS A GREEN AND CLEAR ROTATING LIGHT ON A
 FF2102'SKELETON STEEL TOWER.  THE BEACON IS A THIRD ORDER INTERSECTION
 FF2102'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1748 ***********************************************************************
 EJ1748  DESIGNATION -  AIRPORT BCN N LITTLE ROCK APT
 EJ1748  PID         -  EJ1748
 EJ1748  STATE/COUNTY-  AR/PULASKI
 EJ1748  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1748
 EJ1748                         *CURRENT SURVEY CONTROL
 EJ1748  ___________________________________________________________________
 EJ1748* NAD 83(1997)-  34 50 10.63972(N)    092 15 37.28788(W)     ADJUSTED  
 EJ1748* NAVD 88     -                                                        
 EJ1748  ___________________________________________________________________
 EJ1748  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 EJ1748  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EJ1748
 EJ1748  HORZ ORDER  -  THIRD
 EJ1748
 EJ1748.This mark is at North Little Rock Airport (1M1)
 EJ1748
 EJ1748.The horizontal coordinates were established by classical geodetic methods
 EJ1748.and adjusted by the National Geodetic Survey in September 1999..
 EJ1748
 EJ1748
 EJ1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1748
 EJ1748.The geoid height was determined by GEOID03.
 EJ1748
 EJ1748;                    North         East     Units Scale Factor Converg.
 EJ1748;SPC AR S     -   640,677.901   376,184.816   MT  1.00001627   -0 08 44.6
 EJ1748;SPC AR S     - 2,101,957.41  1,234,199.68   sFT  1.00001627   -0 08 44.6
 EJ1748;SPC AR N     -    55,830.861   376,184.717   MT  1.00002049   -0 09 05.4
 EJ1748;SPC AR N     -   183,171.75  1,234,199.36   sFT  1.00002049   -0 09 05.4
 EJ1748;UTM  15      - 3,855,137.721   567,628.388   MT  0.99965637   +0 25 21.1
 EJ1748
 EJ1748                          SUPERSEDED SURVEY CONTROL
 EJ1748
 EJ1748  NAD 83(1986)-  34 50 10.65374(N)    092 15 37.27506(W) AD(       ) 4
 EJ1748  NAD 27      -  34 50 10.31383(N)    092 15 36.73601(W) AD(       ) 3
 EJ1748
 EJ1748.Superseded values are not recommended for survey control.
 EJ1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1748.See file dsdata.txt to determine how the superseded data were derived.
 EJ1748
 EJ1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6762855138(NAD 83)
 EJ1748_MARKER: 21 = AIRPORT BEACON
 EJ1748
 EJ1748  HISTORY     - Date     Condition        Report By
 EJ1748  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1748  HISTORY     - 19561231 GOOD             NGS
 EJ1748
 EJ1748                          STATION DESCRIPTION
 EJ1748
 EJ1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EJ1748'THIS STATION IS LOCATED AT THE NORTH LITTLE ROCK MUNICIPAL AIRPORT
 EJ1748'JUST WEST OF THE RUNWAYS.  THE POINT OBSERVED WAS THE SPINDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0618 ***********************************************************************
 GG0618  DESIGNATION -  AIRPORT BCN SPRINGDALE APT
 GG0618  PID         -  GG0618
 GG0618  STATE/COUNTY-  AR/WASHINGTON
 GG0618  USGS QUAD   -  SONORA (1994)
 GG0618
 GG0618                         *CURRENT SURVEY CONTROL
 GG0618  ___________________________________________________________________
 GG0618* NAD 83(1997)-  36 10 27.60659(N)    094 07 20.60222(W)     ADJUSTED  
 GG0618* NAVD 88     -                                                        
 GG0618  ___________________________________________________________________
 GG0618  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GG0618  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0618
 GG0618  HORZ ORDER  -  THIRD
 GG0618
 GG0618.This mark is at Springdale Airport (ASG)
 GG0618
 GG0618.The horizontal coordinates were established by classical geodetic methods
 GG0618.and adjusted by the National Geodetic Survey in September 1999..
 GG0618
 GG0618
 GG0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0618
 GG0618.The geoid height was determined by GEOID03.
 GG0618
 GG0618;                    North         East     Units Scale Factor Converg.
 GG0618;SPC AR N     -   206,307.201   209,076.514   MT  0.99998887   -1 14 06.1
 GG0618;SPC AR N     -   676,859.54    685,945.20   sFT  0.99998887   -1 14 06.1
 GG0618;UTM  15      - 4,003,868.641   399,062.841   MT  0.99972553   -0 39 45.1
 GG0618
 GG0618                          SUPERSEDED SURVEY CONTROL
 GG0618
 GG0618  NAD 83(1997)-  36 10 27.61739(N)    094 07 20.60290(W) AD(       ) 4
 GG0618  NAD 83(1986)-  36 10 27.61648(N)    094 07 20.60270(W) AD(       ) 4
 GG0618  NAD 27      -  36 10 27.33325(N)    094 07 19.87539(W) AD(       ) 3
 GG0618
 GG0618.Superseded values are not recommended for survey control.
 GG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0618.See file dsdata.txt to determine how the superseded data were derived.
 GG0618
 GG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9906303869(NAD 83)
 GG0618_MARKER: 21 = AIRPORT BEACON
 GG0618
 GG0618  HISTORY     - Date     Condition        Report By
 GG0618  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0618  HISTORY     - 1973     GOOD             NGS
 GG0618  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0618
 GG0618                          STATION DESCRIPTION
 GG0618
 GG0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0618'THE STATION, AIRPORT BEACON SPRINGDALE MUNICIPAL AIRPORT, IS THE
 GG0618'CENTER OF THE BASE OF A FOUR LEGGED STEEL TOWER THAT HAS A ROTATING
 GG0618'BEACON MOUNTED AT THE TOP. THE STRUCTURE HAS AN OVERALL HEIGHT OF
 GG0618'ABOUT 50 FEET AND IS ON AIRPORT PROPERTY ABOUT 0.5 MILE SOUTH AND
 GG0618'0.5 MILE EAST OF THE DOWNTOWN BUSINESS SECTION OF SPRINGDALE.
 GG0618'
 GG0618'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 GG0618'HIGHWAY 62 AND 68 IN SPRINGDALE, GO EAST ON HIGHWAY 68 FOR 0.9 MILE
 GG0618'TO SOUTH POWELL STREET ON THE LEFT. TURN LEFT AND GO NORTH ON SOUTH
 GG0618'POWELL STREET FOR 0.5 MILE TO AIRPORT AVENUE ON THE RIGHT. TURN
 GG0618'RIGHT AND GO EAST ON AIRPORT AVENUE FOR 0.2 MILE TO THE STATION ON
 GG0618'THE RIGHT.
 GG0618'
 GG0618'THE DISTANCE FROM STATION DANDY WAS MEASURED, THE DISTANCE BEING
 GG0618'483.80 FEET OR (147.46 METERS) NORTH OF STATION DANDY.
 GG0618
 GG0618                          STATION RECOVERY (1973)
 GG0618
 GG0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 GG0618'THE STATION, AIRPORT BEACON SPRINGDALE MUNICIPAL AIRPORT, WAS
 GG0618'RECOVERED AS DESCRIBED BY I. L. CRABBE IN 1971 EXCEPT FOR THE
 GG0618'DISTANCE BEING 483.65 FEET OR (147.417) METERS.
 GG0618
 GG0618                          STATION RECOVERY (1988)
 GG0618
 GG0618'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1866 ***********************************************************************
 EJ1866  DESIGNATION -  AIRPORT BEACON MALVERN MUN APT
 EJ1866  PID         -  EJ1866
 EJ1866  STATE/COUNTY-  AR/HOT SPRING
 EJ1866  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1866
 EJ1866                         *CURRENT SURVEY CONTROL
 EJ1866  ___________________________________________________________________
 EJ1866* NAD 83(1997)-  34 20 08.90774(N)    092 45 40.70252(W)     ADJUSTED  
 EJ1866* NAVD 88     -                                                        
 EJ1866  ___________________________________________________________________
 EJ1866  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 EJ1866  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ1866
 EJ1866  HORZ ORDER  -  THIRD
 EJ1866
 EJ1866.This mark is at Malvern Airport (M78)
 EJ1866
 EJ1866.The horizontal coordinates were established by classical geodetic methods
 EJ1866.and adjusted by the National Geodetic Survey in September 1999..
 EJ1866
 EJ1866
 EJ1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1866
 EJ1866.The geoid height was determined by GEOID03.
 EJ1866
 EJ1866;                    North         East     Units Scale Factor Converg.
 EJ1866;SPC AR S     -   585,389.993   329,950.247   MT  0.99993226   -0 25 33.9
 EJ1866;SPC AR S     - 1,920,567.00  1,082,511.77   sFT  0.99993226   -0 25 33.9
 EJ1866;UTM  15      - 3,799,416.486   521,955.755   MT  0.99960594   +0 08 04.7
 EJ1866
 EJ1866                          SUPERSEDED SURVEY CONTROL
 EJ1866
 EJ1866  NAD 83(1986)-  34 20 08.91832(N)    092 45 40.69350(W) AD(       ) 4
 EJ1866  NAD 27      -  34 20 08.58244(N)    092 45 40.09355(W) AD(       ) 3
 EJ1866
 EJ1866.Superseded values are not recommended for survey control.
 EJ1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1866.See file dsdata.txt to determine how the superseded data were derived.
 EJ1866
 EJ1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2195699416(NAD 83)
 EJ1866_MARKER: 21 = AIRPORT BEACON
 EJ1866
 EJ1866  HISTORY     - Date     Condition        Report By
 EJ1866  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1866  HISTORY     - 19980425 GOOD             USPSQD
 EJ1866
 EJ1866                          STATION DESCRIPTION
 EJ1866
 EJ1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1866'THE STATION IS THE CENTER OF THE BASE OF THE BEACON TOWER.
 EJ1866'IT IS A 4 LEG STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 EJ1866'INTERNATIONAL RED AND WHITE WITH A REVOLVING WHITE AND GREEN
 EJ1866'LIGHT AT THE TOP.  THE OVERALL HEIGHT OF THE STRUCTURE IS
 EJ1866'ABOUT 45 FEET.
 EJ1866'
 EJ1866'IT IS LOCATED AT THE NORTHEAST EDGE OF THE MALVERN MUNICIPAL
 EJ1866'AIRPORT ABOUT 1-1/2 MILES SOUTHEAST OF MALVERN.  OWNED AND
 EJ1866'OPERATED BY THE CITY.
 EJ1866'
 EJ1866'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1866'GIFFORD AND THE DISTANCE IS 50.6 FEET, 15.42 METERS.
 EJ1866
 EJ1866                          STATION RECOVERY (1998)
 EJ1866
 EJ1866'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0593 ***********************************************************************
 GG0593  DESIGNATION -  AIRPORT BEACON ROGERS MUN APT
 GG0593  PID         -  GG0593
 GG0593  STATE/COUNTY-  AR/BENTON
 GG0593  USGS QUAD   -  ROGERS (1976)
 GG0593
 GG0593                         *CURRENT SURVEY CONTROL
 GG0593  ___________________________________________________________________
 GG0593* NAD 83(1997)-  36 21 52.04432(N)    094 06 26.79909(W)     ADJUSTED  
 GG0593* NAVD 88     -                                                        
 GG0593  ___________________________________________________________________
 GG0593  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GG0593  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GG0593
 GG0593  HORZ ORDER  -  THIRD
 GG0593
 GG0593.This mark is at Rogers Mun-Carter Fld Airport (ROG)
 GG0593
 GG0593.The horizontal coordinates were established by classical geodetic methods
 GG0593.and adjusted by the National Geodetic Survey in September 1999..
 GG0593
 GG0593
 GG0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0593
 GG0593.The geoid height was determined by GEOID03.
 GG0593
 GG0593;                    North         East     Units Scale Factor Converg.
 GG0593;SPC AR N     -   227,370.309   210,872.249   MT  1.00002855   -1 13 34.8
 GG0593;SPC AR N     -   745,964.09    691,836.70   sFT  1.00002855   -1 13 34.8
 GG0593;SPC MO W     -    22,017.831   885,228.716   MT  0.99995646   +0 13 57.9
 GG0593;UTM  15      - 4,024,942.608   400,648.109   MT  0.99972162   -0 39 24.0
 GG0593
 GG0593                          SUPERSEDED SURVEY CONTROL
 GG0593
 GG0593  NAD 83(1997)-  36 21 52.04910(N)    094 06 26.80265(W) AD(       ) 4
 GG0593  NAD 83(1997)-  36 21 52.05726(N)    094 06 26.80101(W) AD(       ) 4
 GG0593  NAD 83(1986)-  36 21 52.05709(N)    094 06 26.79988(W) AD(       ) 4
 GG0593  NAD 27      -  36 21 51.78500(N)    094 06 26.08100(W) AD(       ) 3
 GG0593
 GG0593.Superseded values are not recommended for survey control.
 GG0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0593.See file dsdata.txt to determine how the superseded data were derived.
 GG0593
 GG0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0064824943(NAD 83)
 GG0593_MARKER: 21 = AIRPORT BEACON
 GG0593
 GG0593  HISTORY     - Date     Condition        Report By
 GG0593  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0593  HISTORY     - 1988     GOOD             USPSQD
 GG0593  HISTORY     - 20030104 GOOD             GEOCAC
 GG0593
 GG0593                          STATION DESCRIPTION
 GG0593
 GG0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0593'THE STATION IS THE CENTER OF THE REVOLVING GREEN AND WHITE
 GG0593'LIGHT AT THE TOP OF A 4 LEGGED GALVANIZED STEEL STRUCTURE.
 GG0593'THE OVERALL HEIGHT OF THE TOWER AND LIGHT IS 50 FEET AND
 GG0593'IS LOCATED AT THE ENTRANCE TO THE ROGERS MUNICIPAL AIRPORT.
 GG0593
 GG0593                          STATION RECOVERY (1988)
 GG0593
 GG0593'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0593'RECOVERED IN GOOD CONDITION.
 GG0593
 GG0593                          STATION RECOVERY (2003)
 GG0593
 GG0593'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GG0593'BEACON NO LONGER IN SERVICE 1,29,2005.
 GG0593'NEW BEACON ON CONTROL TOWER.
 GG0593' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1857 ***********************************************************************
 FF1857  DESIGNATION -  AIRPORT BEACON SEARCY MUN APT
 FF1857  PID         -  FF1857
 FF1857  STATE/COUNTY-  AR/WHITE
 FF1857  USGS QUAD   -  KENSETT (1994)
 FF1857
 FF1857                         *CURRENT SURVEY CONTROL
 FF1857  ___________________________________________________________________
 FF1857* NAD 83(1997)-  35 12 51.31099(N)    091 43 59.36412(W)     ADJUSTED  
 FF1857* NAVD 88     -                                                        
 FF1857  ___________________________________________________________________
 FF1857  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FF1857  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1857
 FF1857  HORZ ORDER  -  THIRD
 FF1857
 FF1857.This mark is at Searcy Airport (M07)
 FF1857
 FF1857.The horizontal coordinates were established by classical geodetic methods
 FF1857.and adjusted by the National Geodetic Survey in September 1999..
 FF1857
 FF1857
 FF1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1857
 FF1857.The geoid height was determined by GEOID03.
 FF1857
 FF1857;                    North         East     Units Scale Factor Converg.
 FF1857;SPC AR N     -    97,763.412   424,294.888   MT  0.99995666   +0 09 19.0
 FF1857;SPC AR N     -   320,745.46  1,392,040.81   sFT  0.99995666   +0 09 19.0
 FF1857;UTM  15      - 3,897,538.444   615,302.587   MT  0.99976384   +0 43 50.1
 FF1857
 FF1857                          SUPERSEDED SURVEY CONTROL
 FF1857
 FF1857  NAD 83(1986)-  35 12 51.31966(N)    091 43 59.35978(W) AD(       ) 4
 FF1857  NAD 27      -  35 12 51.01100(N)    091 43 58.85900(W) AD(       ) 3
 FF1857
 FF1857.Superseded values are not recommended for survey control.
 FF1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1857.See file dsdata.txt to determine how the superseded data were derived.
 FF1857
 FF1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1530397538(NAD 83)
 FF1857_MARKER: 21 = AIRPORT BEACON
 FF1857
 FF1857  HISTORY     - Date     Condition        Report By
 FF1857  HISTORY     - 1962     FIRST OBSERVED   CGS
 FF1857
 FF1857                          STATION DESCRIPTION
 FF1857
 FF1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1857'THE STATION IS THE REVOLVING, FLASHING WHITE, BEACON WHICH
 FF1857'IS SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND HAS AN
 FF1857'OVERALL HEIGHT OF 60 FEET.
 FF1857'
 FF1857'IT IS LOCATED ABOUT 2-1/2 MILES SOUTH OF SEARCY, ALONG THE
 FF1857'WEST SIDE OF U.S. HIGHWAY 67C AND AT THE SEARCY MUN. AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0598 ***********************************************************************
 GG0598  DESIGNATION -  AIRPORT BN BENTONVILLE MUN APT
 GG0598  PID         -  GG0598
 GG0598  STATE/COUNTY-  AR/BENTON
 GG0598  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0598
 GG0598                         *CURRENT SURVEY CONTROL
 GG0598  ___________________________________________________________________
 GG0598* NAD 83(1997)-  36 20 42.71649(N)    094 13 05.00509(W)     ADJUSTED  
 GG0598* NAVD 88     -                                                        
 GG0598  ___________________________________________________________________
 GG0598  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 GG0598  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GG0598
 GG0598  HORZ ORDER  -  THIRD
 GG0598
 GG0598.This mark is at Bentonville Mun/louise M Thadden Fld Airport (VBT)
 GG0598
 GG0598.The horizontal coordinates were established by classical geodetic methods
 GG0598.and adjusted by the National Geodetic Survey in September 1999..
 GG0598
 GG0598
 GG0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0598
 GG0598.The geoid height was determined by GEOID03.
 GG0598
 GG0598;                    North         East     Units Scale Factor Converg.
 GG0598;SPC AR N     -   225,451.888   200,899.060   MT  1.00002403   -1 17 26.5
 GG0598;SPC AR N     -   739,670.07    659,116.33   sFT  1.00002403   -1 17 26.5
 GG0598;SPC MO W     -    19,846.359   875,308.316   MT  0.99994907   +0 10 01.5
 GG0598;UTM  15      - 4,022,925.798   390,697.378   MT  0.99974720   -0 43 19.0
 GG0598
 GG0598                          SUPERSEDED SURVEY CONTROL
 GG0598
 GG0598  NAD 83(1997)-  36 20 42.72165(N)    094 13 05.00831(W) AD(       ) 4
 GG0598  NAD 83(1997)-  36 20 42.72914(N)    094 13 05.00801(W) AD(       ) 4
 GG0598  NAD 83(1986)-  36 20 42.72888(N)    094 13 05.00680(W) AD(       ) 4
 GG0598  NAD 27      -  36 20 42.45500(N)    094 13 04.26700(W) AD(       ) 3
 GG0598
 GG0598.Superseded values are not recommended for survey control.
 GG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0598.See file dsdata.txt to determine how the superseded data were derived.
 GG0598
 GG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9069722926(NAD 83)
 GG0598_MARKER: 42 = RADIO/TV MAST
 GG0598
 GG0598  HISTORY     - Date     Condition        Report By
 GG0598  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0598
 GG0598                          STATION DESCRIPTION
 GG0598
 GG0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0598'THE STATION IS THE CENTER OF THE BASE OF THE AIRPORT BEACON
 GG0598'LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF BENTONVILLE, IN THE
 GG0598'SOUTHWEST 1/4 OF SEC. 6, T. 19 N., R. 30 W., AND ON THE
 GG0598'BENTONVILLE MUNICIPAL AIRPORT.  IT IS A FOUR LEGGED STEEL
 GG0598'STRUCTURE PAINTED RED AND WHITE WITH A REVOLVING WHITE AND
 GG0598'GREEN LIGHT AT THE TOP.  THE OVERALL HEIGHT IS 50 FEET.
 GG0598'
 GG0598'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GG0598'BENT, THE DISTANCE BEING 78.05 FEET AND 23.790 METERS.
 GG0598'
 GG0598'NOTE- THE BEACON IS NOLONGER IN OPERATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1955 ***********************************************************************
 EJ1955  DESIGNATION -  AIRPORT BN HOT SPRINGS MEM FLD
 EJ1955  PID         -  EJ1955
 EJ1955  STATE/COUNTY-  AR/GARLAND
 EJ1955  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1955
 EJ1955                         *CURRENT SURVEY CONTROL
 EJ1955  ___________________________________________________________________
 EJ1955* NAD 83(1997)-  34 28 57.42541(N)    093 05 44.94267(W)     ADJUSTED  
 EJ1955* NAVD 88     -                                                        
 EJ1955  ___________________________________________________________________
 EJ1955  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 EJ1955  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ1955
 EJ1955  HORZ ORDER  -  THIRD
 EJ1955
 EJ1955.This mark is at Memorial Field Airport (HOT)
 EJ1955
 EJ1955.The horizontal coordinates were established by classical geodetic methods
 EJ1955.and adjusted by the National Geodetic Survey in September 1999..
 EJ1955
 EJ1955
 EJ1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1955
 EJ1955.The geoid height was determined by GEOID03.
 EJ1955
 EJ1955;                    North         East     Units Scale Factor Converg.
 EJ1955;SPC AR S     -   601,952.924   299,346.324   MT  0.99994898   -0 36 47.9
 EJ1955;SPC AR S     - 1,974,907.22    982,105.40   sFT  0.99994898   -0 36 47.9
 EJ1955;UTM  15      - 3,815,673.996   491,201.824   MT  0.99960095   -0 03 15.3
 EJ1955
 EJ1955                          SUPERSEDED SURVEY CONTROL
 EJ1955
 EJ1955  NAD 83(1986)-  34 28 57.43619(N)    093 05 44.93502(W) AD(       ) 4
 EJ1955  NAD 27      -  34 28 57.11582(N)    093 05 44.28363(W) AD(       ) 3
 EJ1955
 EJ1955.Superseded values are not recommended for survey control.
 EJ1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1955.See file dsdata.txt to determine how the superseded data were derived.
 EJ1955
 EJ1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9120215674(NAD 83)
 EJ1955_MARKER: 21 = AIRPORT BEACON
 EJ1955
 EJ1955  HISTORY     - Date     Condition        Report By
 EJ1955  HISTORY     - 1963     FIRST OBSERVED   CGS
 EJ1955  HISTORY     - 19910325 GOOD             NGS
 EJ1955
 EJ1955                          STATION DESCRIPTION
 EJ1955
 EJ1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EJ1955'THE AIRPORT BEACON IS LOCATED ATOP THE CONTROL TOWER.  IT IS A
 EJ1955'STANDARD GREEN AND WHITE ROTATING BEACON.  POINT INTERSECTED WAS THE
 EJ1955'SHAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1976 ***********************************************************************
 EJ1976  DESIGNATION -  AIRWAY BCN ARKADELPHIA MUN APT
 EJ1976  PID         -  EJ1976
 EJ1976  STATE/COUNTY-  AR/CLARK
 EJ1976  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1976
 EJ1976                         *CURRENT SURVEY CONTROL
 EJ1976  ___________________________________________________________________
 EJ1976* NAD 83(1997)-  34 07 17.68403(N)    093 01 58.49452(W)     ADJUSTED  
 EJ1976* NAVD 88     -                                                        
 EJ1976  ___________________________________________________________________
 EJ1976  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 EJ1976  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EJ1976
 EJ1976  HORZ ORDER  -  THIRD
 EJ1976
 EJ1976.This mark is at Arkadelphia Airport (M89)
 EJ1976
 EJ1976.The horizontal coordinates were established by classical geodetic methods
 EJ1976.and adjusted by the National Geodetic Survey in September 1999..
 EJ1976
 EJ1976
 EJ1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1976
 EJ1976.The geoid height was determined by GEOID03.
 EJ1976
 EJ1976;                    North         East     Units Scale Factor Converg.
 EJ1976;SPC AR S     -   561,848.341   304,719.797   MT  0.99991962   -0 34 41.2
 EJ1976;SPC AR S     - 1,843,330.77    999,734.87   sFT  0.99991962   -0 34 41.2
 EJ1976;UTM  15      - 3,775,637.027   496,964.695   MT  0.99960011   -0 01 06.5
 EJ1976
 EJ1976                          SUPERSEDED SURVEY CONTROL
 EJ1976
 EJ1976  NAD 83(1986)-  34 07 17.69381(N)    093 01 58.48565(W) AD(       ) 4
 EJ1976  NAD 27      -  34 07 17.35200(N)    093 01 57.86500(W) AD(       ) 3
 EJ1976
 EJ1976.Superseded values are not recommended for survey control.
 EJ1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1976.See file dsdata.txt to determine how the superseded data were derived.
 EJ1976
 EJ1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9696575637(NAD 83)
 EJ1976_MARKER: 22 = AIRWAY BEACON
 EJ1976
 EJ1976  HISTORY     - Date     Condition        Report By
 EJ1976  HISTORY     - 1941     FIRST OBSERVED   CGS
 EJ1976  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 EJ1976
 EJ1976                          STATION DESCRIPTION
 EJ1976
 EJ1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1976'STATION IS THE MUNICIPAL AIRPORT AIRWAY BEACON, LOCATED ABOUT
 EJ1976'1.5 MILES E OF ARKADELPHIA.  IT IS ABOUT 100 FEET NW OF THE
 EJ1976'HANGAR.
 EJ1976'
 EJ1976'IT IS A STANDARD ORANGE AND WHITE REVOLVING AIRWAY BEACON AND IS
 EJ1976'ABOUT 100 FEET HIGH.
 EJ1976
 EJ1976                          STATION RECOVERY (1998)
 EJ1976
 EJ1976'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1546 ***********************************************************************
 DL1546  DESIGNATION -  AIRWAY BEACON 17
 DL1546  PID         -  DL1546
 DL1546  STATE/COUNTY-  AR/MILLER
 DL1546  USGS QUAD   -  MANDEVILLE (1975)
 DL1546
 DL1546                         *CURRENT SURVEY CONTROL
 DL1546  ___________________________________________________________________
 DL1546* NAD 83(1997)-  33 27 26.66983(N)    093 59 40.85335(W)     ADJUSTED  
 DL1546* NAVD 88     -                                                        
 DL1546  ___________________________________________________________________
 DL1546  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DL1546  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL1546
 DL1546  HORZ ORDER  -  THIRD
 DL1546
 DL1546.This mark is at Texarkana Regional-Webb Fld Airport (TXK)
 DL1546
 DL1546.The horizontal coordinates were established by classical geodetic methods
 DL1546.and adjusted by the National Geodetic Survey in September 1999..
 DL1546
 DL1546
 DL1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1546
 DL1546.The geoid height was determined by GEOID03.
 DL1546
 DL1546;                    North         East     Units Scale Factor Converg.
 DL1546;SPC AR S     -   489,510.252   214,575.917   MT  0.99996883   -1 06 59.1
 DL1546;SPC AR S     - 1,606,001.55    703,987.82   sFT  0.99996883   -1 06 59.1
 DL1546;SPC TXNC     - 2,207,556.373 1,018,679.315   MT  0.99989762   +2 27 25.8
 DL1546;SPC TXNC     - 7,242,624.53  3,342,117.05   sFT  0.99989762   +2 27 25.8
 DL1546;UTM  15      - 3,702,439.531   407,561.581   MT  0.99970535   -0 32 54.3
 DL1546
 DL1546                          SUPERSEDED SURVEY CONTROL
 DL1546
 DL1546  NAD 83(1997)-  33 27 26.69111(N)    093 59 40.85148(W) AD(       ) 4
 DL1546  NAD 83(1997)-  33 27 26.68047(N)    093 59 40.84814(W) AD(       ) 4
 DL1546  NAD 83(1986)-  33 27 26.64344(N)    093 59 40.83254(W) AD(       ) 4
 DL1546  NAD 27      -  33 27 26.57000(N)    093 59 40.24000(W) AD(       ) 3
 DL1546
 DL1546.Superseded values are not recommended for survey control.
 DL1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1546.See file dsdata.txt to determine how the superseded data were derived.
 DL1546
 DL1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0756202440(NAD 83)
 DL1546_MARKER: 22 = AIRWAY BEACON
 DL1546
 DL1546  HISTORY     - Date     Condition        Report By
 DL1546  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1546
 DL1546                          STATION DESCRIPTION
 DL1546
 DL1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1546'THIS INTERSECTION STATION IS LOCATED AT THE TEXARKANA MUNICIPAL
 DL1546'AIRPORT, 2.6 MILES E AND 0.15 MILE S OF THE INTERSECTION
 DL1546'OF U.S. HIGHWAYS 67 AND 82.  IT IS 18 FEET E OF THE AIRPORT
 DL1546'ADMINISTRATION BUILDING, IS PAINTED RED AND WHITE AND IS
 DL1546'APPROXIMATELY 50 FEET HIGH.  POINT OBSERVED UPON WAS THE
 DL1546'REVOLVING WHITE LIGHT AT THE TOP OF BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2884 ***********************************************************************
 EH2884  DESIGNATION -  AIRWAY BN 39 S OF FORREST CITY
 EH2884  PID         -  EH2884
 EH2884  STATE/COUNTY-  AR/ST FRANCIS
 EH2884  USGS QUAD   -  HAYNES (1992)
 EH2884
 EH2884                         *CURRENT SURVEY CONTROL
 EH2884  ___________________________________________________________________
 EH2884* NAD 83(1997)-  34 56 44.90890(N)    090 47 25.04806(W)     ADJUSTED  
 EH2884* NAVD 88     -                                                        
 EH2884  ___________________________________________________________________
 EH2884  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 EH2884  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2884
 EH2884  HORZ ORDER  -  THIRD
 EH2884
 EH2884.The horizontal coordinates were established by classical geodetic methods
 EH2884.and adjusted by the National Geodetic Survey in September 1999..
 EH2884
 EH2884
 EH2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2884
 EH2884.The geoid height was determined by GEOID03.
 EH2884
 EH2884;                    North         East     Units Scale Factor Converg.
 EH2884;SPC AR N     -    68,628.202   510,501.818   MT  0.99999757   +0 42 14.1
 EH2884;SPC AR N     -   225,157.69  1,674,871.38   sFT  0.99999757   +0 42 14.1
 EH2884;SPC AR S     -   653,450.829   510,507.253   MT  1.00004487   +0 40 37.4
 EH2884;SPC AR S     - 2,143,863.26  1,674,889.21   sFT  1.00004487   +0 40 37.4
 EH2884;UTM  15      - 3,869,262.936   701,789.782   MT  1.00010188   +1 15 58.1
 EH2884
 EH2884                          SUPERSEDED SURVEY CONTROL
 EH2884
 EH2884  NAD 83(1997)-  34 56 44.91302(N)    090 47 25.04657(W) AD(       ) 4
 EH2884  NAD 83(1986)-  34 56 44.91747(N)    090 47 25.04656(W) AD(       ) 4
 EH2884  NAD 27      -  34 56 44.57600(N)    090 47 24.64000(W) AD(       ) 3
 EH2884
 EH2884.Superseded values are not recommended for survey control.
 EH2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2884.See file dsdata.txt to determine how the superseded data were derived.
 EH2884
 EH2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0179069263(NAD 83)
 EH2884_MARKER: 22 = AIRWAY BEACON
 EH2884
 EH2884  HISTORY     - Date     Condition        Report By
 EH2884  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2884
 EH2884                          STATION DESCRIPTION
 EH2884
 EH2884'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2884'THE STATION IS LOCATED 4.6 MILES SOUTH OF THE POST OFFICE
 EH2884'IN FORREST CITY AND 110 FEET EAST OF THE CENTER OF STATE HIGHWAY
 EH2884'1.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A ROTATING
 EH2884'BEACON.  THE OVERALL HEIGHT IS ABOUT 50 FEET.
 EH2884'
 EH2884'THE ROTATING BEACON WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0103 ***********************************************************************
 DL0103  DESIGNATION -  AJ
 DL0103  PID         -  DL0103
 DL0103  STATE/COUNTY-  AR/UNION
 DL0103  USGS QUAD   -  NEW LONDON (1981)
 DL0103
 DL0103                         *CURRENT SURVEY CONTROL
 DL0103  ___________________________________________________________________
 DL0103* NAD 83(1986)-  33 13 22.     (N)    092 19 49.     (W)     SCALED    
 DL0103* NAVD 88     -        34.440  (meters)     112.99   (feet)  ADJUSTED  
 DL0103  ___________________________________________________________________
 DL0103  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0103  DYNAMIC HT  -          34.403 (meters)     112.87  (feet)  COMP
 DL0103  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DL0103
 DL0103  VERT ORDER  -  FIRST     CLASS II
 DL0103
 DL0103.The horizontal coordinates were scaled from a topographic map and have
 DL0103.an estimated accuracy of +/- 6 seconds.
 DL0103
 DL0103.The orthometric height was determined by differential leveling
 DL0103.and adjusted by the National Geodetic Survey in June 1991..
 DL0103
 DL0103.The geoid height was determined by GEOID03.
 DL0103
 DL0103.The dynamic height is computed by dividing the NAVD 88
 DL0103.geopotential number by the normal gravity value computed on the
 DL0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0103.degrees latitude (g = 980.6199 gals.).
 DL0103
 DL0103.The modeled gravity was interpolated from observed gravity values.
 DL0103
 DL0103;                    North         East    Units  Estimated Accuracy
 DL0103;SPC AR S     -   461,730.      369,210.      MT  (+/- 180 meters Scaled)
 DL0103
 DL0103                          SUPERSEDED SURVEY CONTROL
 DL0103
 DL0103  NGVD 29 (??/??/92)   34.490  (m)          113.16   (f) ADJ UNCH    1 2
 DL0103
 DL0103.Superseded values are not recommended for survey control.
 DL0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0103.See file dsdata.txt to determine how the superseded data were derived.
 DL0103
 DL0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS624761(NAD 83)
 DL0103_MARKER: N = NAIL
 DL0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0103_SP_SET: GUM TREE
 DL0103_STAMPING: AJ
 DL0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0103
 DL0103  HISTORY     - Date     Condition        Report By
 DL0103  HISTORY     - UNK      MONUMENTED       CGS
 DL0103  HISTORY     - 1960     GOOD             NGS
 DL0103
 DL0103                          STATION DESCRIPTION
 DL0103
 DL0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0103'8.7 MI N FROM STRONG.
 DL0103'0.15 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0103'STATION AT STRONG, THENCE 1.1 MILES NORTHEAST ALONG A PAVED ROAD,
 DL0103'THENCE 7.45 MILES NORTH ALONG A GRADED DIRT ROAD, 45 1/2 FEET
 DL0103'SOUTHEAST OF BM S 199, IN THE SOUTH ROOT OF A 25-INCH SWEET GUM TREE.
 DL0103'A COPPER NAIL AND WASHER, STAMPED AJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0129 ***********************************************************************
 EJ0129  DESIGNATION -  AKIN
 EJ0129  PID         -  EJ0129
 EJ0129  STATE/COUNTY-  AR/PULASKI
 EJ0129  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0129
 EJ0129                         *CURRENT SURVEY CONTROL
 EJ0129  ___________________________________________________________________
 EJ0129* NAD 83(1986)-  34 43 23.     (N)    092 15 23.     (W)     SCALED    
 EJ0129* NAVD 88     -        83.055  (meters)     272.49   (feet)  ADJUSTED  
 EJ0129  ___________________________________________________________________
 EJ0129  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EJ0129  DYNAMIC HT  -          82.978 (meters)     272.24  (feet)  COMP
 EJ0129  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 EJ0129
 EJ0129  VERT ORDER  -  SECOND    CLASS 0
 EJ0129
 EJ0129.The horizontal coordinates were scaled from a topographic map and have
 EJ0129.an estimated accuracy of +/- 6 seconds.
 EJ0129
 EJ0129.The orthometric height was determined by differential leveling
 EJ0129.and adjusted by the National Geodetic Survey in June 1991..
 EJ0129
 EJ0129.The geoid height was determined by GEOID03.
 EJ0129
 EJ0129.The dynamic height is computed by dividing the NAVD 88
 EJ0129.geopotential number by the normal gravity value computed on the
 EJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0129.degrees latitude (g = 980.6199 gals.).
 EJ0129
 EJ0129.The modeled gravity was interpolated from observed gravity values.
 EJ0129
 EJ0129;                    North         East    Units  Estimated Accuracy
 EJ0129;SPC AR S     -   628,120.      376,520.      MT  (+/- 180 meters Scaled)
 EJ0129
 EJ0129                          SUPERSEDED SURVEY CONTROL
 EJ0129
 EJ0129  NGVD 29 (??/??/92)   82.991  (m)          272.28   (f) ADJ UNCH    2 0
 EJ0129
 EJ0129.Superseded values are not recommended for survey control.
 EJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0129.See file dsdata.txt to determine how the superseded data were derived.
 EJ0129
 EJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU680425(NAD 83)
 EJ0129_MARKER: DD = SURVEY DISK
 EJ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0129_STAMPING: AKIN 1934
 EJ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0129+STABILITY: SURFACE MOTION
 EJ0129
 EJ0129  HISTORY     - Date     Condition        Report By
 EJ0129  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0129  HISTORY     - 1937     GOOD             NGS
 EJ0129  HISTORY     - 1971     GOOD             NGS
 EJ0129  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0129  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0129  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0129  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0129
 EJ0129                          STATION DESCRIPTION
 EJ0129
 EJ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 EJ0129'IN LITTLE ROCK.
 EJ0129'AT LITTLE ROCK, PULASKI COUNTY, AT NATIONAL CEMETERY, 250 FEET EAST OF
 EJ0129'THE WEST END OF THE STONE WALL ON THE SOUTH BORDER OF THE CEMETERY,
 EJ0129'180 FEET WEST OF THE CENTER OF THE IRON GATE AT THE SOUTH ENTRANCE, 19
 EJ0129'FEET NORTH OF THE CENTERLINE OF TWENTY-SIXTH STREET, AND 11 FEET SOUTH
 EJ0129'OF THE IRON FENCE ON THE SOUTH BORDER OF THE CEMETERY. A STATE SURVEY
 EJ0129'STANDARD DISK, AKIN 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0129
 EJ0129                          STATION RECOVERY (1971)
 EJ0129
 EJ0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EJ0129'RECOVERED IN GOOD CONDITION.
 EJ0129
 EJ0129                          STATION RECOVERY (1984)
 EJ0129
 EJ0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0129'MARK NOT FOUND.
 EJ0129
 EJ0129                          STATION RECOVERY (1988)
 EJ0129
 EJ0129'RECOVERY NOTE BY US POWER SQUADRON 1988 (JWP)
 EJ0129'MARK NOT FOUND.
 EJ0129
 EJ0129                          STATION RECOVERY (1989)
 EJ0129
 EJ0129'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0129'MARK NOT FOUND.
 EJ0129
 EJ0129                          STATION RECOVERY (1990)
 EJ0129
 EJ0129'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0771 ***********************************************************************
 DL0771  DESIGNATION -  AL
 DL0771  PID         -  DL0771
 DL0771  STATE/COUNTY-  AR/LAFAYETTE
 DL0771  USGS QUAD   -  BRADLEY NE (1978)
 DL0771
 DL0771                         *CURRENT SURVEY CONTROL
 DL0771  ___________________________________________________________________
 DL0771* NAD 83(1986)-  33 14 39.     (N)    093 37 05.     (W)     SCALED    
 DL0771* NAVD 88     -        78.161  (meters)     256.43   (feet)  ADJUSTED  
 DL0771  ___________________________________________________________________
 DL0771  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DL0771  DYNAMIC HT  -          78.077 (meters)     256.16  (feet)  COMP
 DL0771  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DL0771
 DL0771  VERT ORDER  -  FIRST     CLASS II
 DL0771
 DL0771.The horizontal coordinates were scaled from a topographic map and have
 DL0771.an estimated accuracy of +/- 6 seconds.
 DL0771
 DL0771.The orthometric height was determined by differential leveling
 DL0771.and adjusted by the National Geodetic Survey in June 1991..
 DL0771
 DL0771.The geoid height was determined by GEOID03.
 DL0771
 DL0771.The dynamic height is computed by dividing the NAVD 88
 DL0771.geopotential number by the normal gravity value computed on the
 DL0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0771.degrees latitude (g = 980.6199 gals.).
 DL0771
 DL0771.The modeled gravity was interpolated from observed gravity values.
 DL0771
 DL0771;                    North         East    Units  Estimated Accuracy
 DL0771;SPC AR S     -   465,250.      249,210.      MT  (+/- 180 meters Scaled)
 DL0771
 DL0771                          SUPERSEDED SURVEY CONTROL
 DL0771
 DL0771  NGVD 29 (??/??/92)   78.210  (m)          256.59   (f) ADJ UNCH    1 2
 DL0771
 DL0771.Superseded values are not recommended for survey control.
 DL0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0771.See file dsdata.txt to determine how the superseded data were derived.
 DL0771
 DL0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS424785(NAD 83)
 DL0771_MARKER: N = NAIL
 DL0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0771_SP_SET: OAK TREE
 DL0771_STAMPING: AL
 DL0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0771
 DL0771  HISTORY     - Date     Condition        Report By
 DL0771  HISTORY     - UNK      MONUMENTED       CGS
 DL0771  HISTORY     - 1960     GOOD             NGS
 DL0771
 DL0771                          STATION DESCRIPTION
 DL0771
 DL0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0771'8.15 MI SW FROM LEWISVILLE.
 DL0771'8.15 MILES SOUTHWEST OF LEWISVILLE, 30 FEET SOUTH OF BM M 203, SET IN
 DL0771'THE WEST ROOT OF A 14-INCH OAK TREE.  A COPPER NAIL AND WASHER STAMPED
 DL0771'AL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0860 ***********************************************************************
 GF0860  DESIGNATION -  ALABAM
 GF0860  PID         -  GF0860
 GF0860  STATE/COUNTY-  AR/MADISON
 GF0860  USGS QUAD   -  FORUM (1973)
 GF0860
 GF0860                         *CURRENT SURVEY CONTROL
 GF0860  ___________________________________________________________________
 GF0860* NAD 83(1997)-  36 08 30.06639(N)    093 40 46.96790(W)     ADJUSTED  
 GF0860* NAVD 88     -       449.7    (meters)    1475.     (feet)  VERTCON   
 GF0860  ___________________________________________________________________
 GF0860  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GF0860  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0860
 GF0860  HORZ ORDER  -  FIRST
 GF0860
 GF0860.The horizontal coordinates were established by classical geodetic methods
 GF0860.and adjusted by the National Geodetic Survey in September 1999..
 GF0860
 GF0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0860
 GF0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0860
 GF0860.The geoid height was determined by GEOID03.
 GF0860
 GF0860;                    North         East     Units Scale Factor Converg.
 GF0860;SPC AR N     -   201,916.009   248,832.101   MT  0.99998317   -0 58 38.7
 GF0860;SPC AR N     -   662,452.77    816,376.65   sFT  0.99998317   -0 58 38.7
 GF0860;UTM  15      - 3,999,877.526   438,848.384   MT  0.99964608   -0 24 03.2
 GF0860
 GF0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0860!SPC AR N     -   0.99993381  x   0.99998317  =   0.99991698
 GF0860!UTM  15      -   0.99993381  x   0.99964608  =   0.99957991
 GF0860
 GF0860|---------------------------------------------------------------------|
 GF0860| PID    Reference Object                     Distance      Geod. Az  |
 GF0860|                                                           dddmmss.s |
 GF0860| CI0031 ALABAM RM 2                          13.850 METERS 00119     |
 GF0860| GF0538 R 143                               APPROX. 0.8 KM 1792333.2 |
 GF0860| CI0030 ALABAM RM 1                          13.811 METERS 18152     |
 GF0860|---------------------------------------------------------------------|
 GF0860
 GF0860                          SUPERSEDED SURVEY CONTROL
 GF0860
 GF0860  NAD 83(1997)-  36 08 30.07779(N)    093 40 46.96826(W) AD(       ) 1
 GF0860  NAD 83(1986)-  36 08 30.07758(N)    093 40 46.96967(W) AD(       ) 1
 GF0860  NAD 27      -  36 08 29.81089(N)    093 40 46.28211(W) AD(       ) 1
 GF0860  NGVD 29 (07/19/86)  449.6    (m)         1475.     (f) VERT ANG       
 GF0860
 GF0860.Superseded values are not recommended for survey control.
 GF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0860.See file dsdata.txt to determine how the superseded data were derived.
 GF0860
 GF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3884899878(NAD 83)
 GF0860_MARKER: DS = TRIANGULATION STATION DISK
 GF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0860+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 GF0860
 GF0860  HISTORY     - Date     Condition        Report By
 GF0860  HISTORY     - 1971     MONUMENTED       NGS
 GF0860  HISTORY     - 1987     GOOD             USPSQD
 GF0860  HISTORY     - 1988     GOOD             USPSQD
 GF0860  HISTORY     - 20050307 GOOD             GEOCAC
 GF0860
 GF0860                          STATION DESCRIPTION
 GF0860
 GF0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0860'NO MEASUREMENT RM 1 TO RM 2 NEAR 180 DEGREES.
 GF0860'
 GF0860'THE STATION IS ABOUT 5-1/4 MILES WEST OF MARBLE, 4 MILES NORTH AND
 GF0860'3 MILES EAST OF HUNTSVILLE, IN THE NORTHEAST 1/4 OF SECTION 18,
 GF0860'T. 17 N., R. 25 W., ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 127.
 GF0860'
 GF0860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 68
 GF0860'ABOUT 1 MILE NORTHEAST OF HUNTSVILLE, GO NORTHEAST AND EAST ON STATE
 GF0860'HIGHWAY 68 FOR 2.7 MILES TO A BRIDGE OVER WAR EAGLE CREEK.
 GF0860'CONTINUE EAST ON STATE HIGHWAY 68 FOR 1.2 MILES TO THE JUNCTION
 GF0860'WITH STATE HIGHWAY 127 ON THE LEFT.  TURN LEFT AND GO NORTH ON
 GF0860'STATE HIGHWAY 127 FOR 0.15 MILE TO A REVERSE FORK ON THE
 GF0860'LEFT.* CONTINUE NORTHERLY ON STATE HIGHWAY 127 FOR 0.45
 GF0860'MILE TO THE STATION ON THE LEFT.
 GF0860'
 GF0860'* TO REACH THE BENCH MARK R 143 FROM THIS POINT, TURN SHARP LEFT AND
 GF0860'GO SOUTHWEST FOR 0.05 MILE TO A CHURCH BUILDING AND THE MARK ON THE
 GF0860'LEFT.
 GF0860'
 GF0860'STATION MARKS ARE STANDARD DISKS, STAMPED ALABAM 1971, THE SURFACE
 GF0860'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 GF0860'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 43.0 FEET WEST OF
 GF0860'THE CENTERLINE OF STATE HIGHWAY 127, 6.2 FEET SOUTH-SOUTHEAST OF A
 GF0860'WITNESS POST AND 3.0 FEET EAST OF A FENCE.  THE UNDERGROUND
 GF0860'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 GF0860'GROUND SURFACE.
 GF0860'
 GF0860'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALABAM NO 1 1971, SET
 GF0860'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 GF0860'2 INCHES ABOVE THE GROUND.  IT IS 50.8 FEET SOUTH OF THE WITNESS
 GF0860'POST, 43.0 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 127, 2.7
 GF0860'FEET EAST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GF0860'
 GF0860'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALABAM NO 2 1971, SET
 GF0860'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 GF0860'1 INCH ABOVE THE GROUND.  IT IS 43.0 FEET WEST OF THE CENTERLINE OF
 GF0860'STATE HIGHWAY 127, 39.9 FEET NORTH OF THE WITNESS POST, 2.8 FEET
 GF0860'EAST OF THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GF0860'
 GF0860'BENCH MARK R 143 IS A STANDARD DISK, STAMPED R 143 1935, SET IN THE
 GF0860'TOP OF A 4-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 GF0860'GROUND SURFACE.  IT IS 30.1 FEET SOUTHWEST OF THE NORTHWEST CORNER
 GF0860'OF THE CHURCH BUILDING, 22.6 FEET WEST OF THE SOUTHWEST CORNER OF
 GF0860'THE CHURCH BUILDING AND 4.0 FEET NORTHEAST OF A FENCE AROUND A
 GF0860'CEMETERY.  THIS MARK SERVES AS AN AZIMUTH MARK.
 GF0860'
 GF0860'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GF0860
 GF0860                          STATION RECOVERY (1987)
 GF0860
 GF0860'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0860'RECOVERED IN GOOD CONDITION.
 GF0860
 GF0860                          STATION RECOVERY (1988)
 GF0860
 GF0860'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0860'RECOVERED IN GOOD CONDITION.
 GF0860
 GF0860                          STATION RECOVERY (2005)
 GF0860
 GF0860'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0860'RECOVERED MARK QUICKLY.  DID NOT LOCATE ANY ASSOCIATED MARKS AT THIS
 GF0860'TIME.  MARK IS IN EXCELLENT SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1681 ***********************************************************************
 FG1681  DESIGNATION -  ALCO
 FG1681  PID         -  FG1681
 FG1681  STATE/COUNTY-  AR/STONE
 FG1681  USGS QUAD   -  LANDIS (1972)
 FG1681
 FG1681                         *CURRENT SURVEY CONTROL
 FG1681  ___________________________________________________________________
 FG1681* NAD 83(1997)-  35 52 44.91306(N)    092 22 35.16671(W)     ADJUSTED  
 FG1681* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 FG1681  ___________________________________________________________________
 FG1681  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 FG1681  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FG1681
 FG1681  HORZ ORDER  -  FIRST
 FG1681
 FG1681.The horizontal coordinates were established by classical geodetic methods
 FG1681.and adjusted by the National Geodetic Survey in September 1999..
 FG1681
 FG1681.The orthometric height was scaled from a topographic map.
 FG1681
 FG1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1681
 FG1681.The geoid height was determined by GEOID03.
 FG1681
 FG1681;                    North         East     Units Scale Factor Converg.
 FG1681;SPC AR N     -   171,561.069   366,009.315   MT  0.99994914   -0 13 08.6
 FG1681;SPC AR N     -   562,863.27  1,200,815.56   sFT  0.99994914   -0 13 08.6
 FG1681;UTM  15      - 3,970,723.241   556,286.390   MT  0.99963904   +0 21 55.7
 FG1681
 FG1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1681!SPC AR N     -   0.99991441  x   0.99994914  =   0.99986356
 FG1681!UTM  15      -   0.99991441  x   0.99963904  =   0.99955348
 FG1681
 FG1681|---------------------------------------------------------------------|
 FG1681| PID    Reference Object                     Distance      Geod. Az  |
 FG1681|                                                           dddmmss.s |
 FG1681| CI0032 ALCO RM 1                             6.980 METERS 02640     |
 FG1681| FG1770 BARR                                APPROX.15.4 KM 2740233.4 |
 FG1681| CI0033 ALCO RM 2                             6.272 METERS 29421     |
 FG1681|---------------------------------------------------------------------|
 FG1681
 FG1681                          SUPERSEDED SURVEY CONTROL
 FG1681
 FG1681  NAD 83(1986)-  35 52 44.92488(N)    092 22 35.16643(W) AD(       ) 1
 FG1681  NAD 27      -  35 52 44.64900(N)    092 22 34.59600(W) AD(       ) 1
 FG1681
 FG1681.Superseded values are not recommended for survey control.
 FG1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1681.See file dsdata.txt to determine how the superseded data were derived.
 FG1681
 FG1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5628670723(NAD 83)
 FG1681_MARKER: DD = SURVEY DISK
 FG1681_SETTING: 0 = UNSPECIFIED SETTING
 FG1681
 FG1681  HISTORY     - Date     Condition        Report By
 FG1681  HISTORY     - 1953     MONUMENTED       CGS
 FG1681  HISTORY     - 1964     GOOD             USFS
 FG1681
 FG1681                          STATION DESCRIPTION
 FG1681
 FG1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1681'THE STATION IS IN SECTION 4, T 14 N, R 13 W., ABOUT 10 MILES EAST
 FG1681'AND 4-1/4 MILES NORTH OF LESLIE, 1 MILE SOUTH-SOUTHWEST OF
 FG1681'THE SMALL VILLAGE OF ALCO AND ON LAND OWNED BY MR. L. WARD.
 FG1681'
 FG1681'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN ALCO,
 FG1681'GO WEST ON STATE HIGHWAY 66 FOR 0.55 MILE TO A Y-JUNCTION, BEAR
 FG1681'LEFT WITH THE HIGHWAY UP STEEP HILL FOR 1.6 MILES TO A BOARD
 FG1681'GATE ON THE LEFT, GO THROUGH GATE AND GO FOR 0.1 MILE TO AN
 FG1681'OLD FARMHOUSE, PASS TO THE LEFT OF THE HOUSE AND DRIVE
 FG1681'NORTHEASTERLY ACROSS OPEN PASTURE LAND FOR 0.2 MILE TO A WOODEN
 FG1681'FENCE, CROSS FENCE AND CONTINUE NORTHEASTERLY THROUGH BRUSH
 FG1681'AND SMALL TREES FOR 0.25 MILE TO THE TOP OF HILL AND STATION.
 FG1681'NOTE- A FOUR-WHEEL DRIVE TRUCK IS NEEDED FOR THE LAST 0.25
 FG1681'MILE.
 FG1681'
 FG1681'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FG1681'ALCO 1953.
 FG1681'
 FG1681'REFERENCE MARK 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FG1681'ALCO NO 1 1953.
 FG1681'
 FG1681'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FG1681'ALCO NO 2 1953.
 FG1681'
 FG1681'NO SUITABLE PLACE COULD BE FOUND TO ESTABLISHED AN AZIMUTH MARK.
 FG1681'
 FG1681'ALL MARKS ARE STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 FG1681'CAST IRON PIPE, 2-1/2 FEET IN LENGTH AND SET IN AN UNDER-GROUND
 FG1681'BASE OF CONCRETE.
 FG1681'
 FG1681'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FG1681
 FG1681                          STATION RECOVERY (1964)
 FG1681
 FG1681'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 FG1681'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1728 ***********************************************************************
 EJ1728  DESIGNATION -  ALEXANDER
 EJ1728  PID         -  EJ1728
 EJ1728  STATE/COUNTY-  AR/SALINE
 EJ1728  USGS QUAD   -  BRYANT (1987)
 EJ1728
 EJ1728                         *CURRENT SURVEY CONTROL
 EJ1728  ___________________________________________________________________
 EJ1728* NAD 83(1997)-  34 37 07.66769(N)    092 26 13.13207(W)     ADJUSTED  
 EJ1728* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 EJ1728  ___________________________________________________________________
 EJ1728  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 EJ1728  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ1728
 EJ1728  HORZ ORDER  -  SECOND
 EJ1728
 EJ1728.The horizontal coordinates were established by classical geodetic methods
 EJ1728.and adjusted by the National Geodetic Survey in September 1999..
 EJ1728
 EJ1728.The orthometric height was scaled from a topographic map.
 EJ1728
 EJ1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1728
 EJ1728.The geoid height was determined by GEOID03.
 EJ1728
 EJ1728;                    North         East     Units Scale Factor Converg.
 EJ1728;SPC AR S     -   616,605.707   359,925.985   MT  0.99997036   -0 14 40.5
 EJ1728;SPC AR S     - 2,022,980.56  1,180,857.17   sFT  0.99997036   -0 14 40.5
 EJ1728;UTM  15      - 3,830,914.454   551,613.827   MT  0.99963283   +0 19 11.5
 EJ1728
 EJ1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1728!SPC AR S     -   0.99997683  x   0.99997036  =   0.99994719
 EJ1728!UTM  15      -   0.99997683  x   0.99963283  =   0.99960967
 EJ1728
 EJ1728:                Primary Azimuth Mark                     Grid Az
 EJ1728:SPC AR S     -  LITTLE ROCK RAD STA KKD 291 TR           023 17 29.3
 EJ1728:UTM  15      -  LITTLE ROCK RAD STA KKD 291 TR           022 43 37.3
 EJ1728
 EJ1728|---------------------------------------------------------------------|
 EJ1728| PID    Reference Object                     Distance      Geod. Az  |
 EJ1728|                                                           dddmmss.s |
 EJ1728| EJ1743 LITTLE ROCK RAD STA KKD 291 TR      APPROX.18.5 KM 0230248.8 |
 EJ1728| EJ1755 LITTLE ROCK MUNICIPAL SPIPE         APPROX.19.5 KM 0272839.8 |
 EJ1728| EJ1747 LITTLE ROCK RAD STA KKD 274 TR      APPROX.18.9 KM 0275049.2 |
 EJ1728| EJ1744 N LITTLE ROCK PARK HILL BAP CH      APPROX.24.7 KM 0412324.7 |
 EJ1728| EJ1703 LITTLE ROCK RAD STA KKC 227 TR      APPROX.16.1 KM 0432814.4 |
 EJ1728| EJ1746 LITTLE ROCK ARK POWER CO STACK      APPROX.20.7 KM 0450540.0 |
 EJ1728| EJ1709 LITTLE ROCK GAINES ST SPIPE         APPROX.19.2 KM 0480833.9 |
 EJ1728| EJ1726 SHANNON HILLS MUNICIPAL TANK        APPROX. 4.2 KM 0804520.6 |
 EJ1728| CY5142 ALEXANDER RM 2                       32.945 METERS 19108     |
 EJ1728| EJ1885 BAUXITE STANDPIPE                   APPROX. 9.9 KM 2192305.0 |
 EJ1728| EJ1887 BAUXITE ALCOA ALUMINUM CO TANK      APPROX. 9.6 KM 2405837.0 |
 EJ1728| EJ1727 BRYANT MUNICIPAL STANDPIPE          APPROX. 5.3 KM 2481521.5 |
 EJ1728| EJ1886 BENTON RADIO STATION KBBA MAST      APPROX.10.8 KM 2565927.9 |
 EJ1728| EJ1721 ALEXANDER MC RAE SANATORIUM TK      APPROX. 1.0 KM 2661041.6 |
 EJ1728| CY5141 ALEXANDER RM 1                       29.862 METERS 29048     |
 EJ1728| EJ1723 ALEXANDER LOT 75 AFC                 26.702 METERS 30211     |
 EJ1728| EJ1724 ALEXANDER RAD STA KKE 92 MAST       181.729 METERS 33640     |
 EJ1728| CY5143 ALEXANDER RM 3 AZIMUTH                             3473351.2 |
 EJ1728|---------------------------------------------------------------------|
 EJ1728
 EJ1728                          SUPERSEDED SURVEY CONTROL
 EJ1728
 EJ1728  NAD 83(1986)-  34 37 07.67869(N)    092 26 13.12275(W) AD(       ) 2
 EJ1728  NAD 27      -  34 37 07.34267(N)    092 26 12.55807(W) AD(       ) 2
 EJ1728
 EJ1728.Superseded values are not recommended for survey control.
 EJ1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1728.See file dsdata.txt to determine how the superseded data were derived.
 EJ1728
 EJ1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5161430914(NAD 83)
 EJ1728_MARKER: DS = TRIANGULATION STATION DISK
 EJ1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1728
 EJ1728  HISTORY     - Date     Condition        Report By
 EJ1728  HISTORY     - 1964     MONUMENTED       CGS
 EJ1728  HISTORY     - 19980425 GOOD             USPSQD
 EJ1728
 EJ1728                          STATION DESCRIPTION
 EJ1728
 EJ1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1728'ABOUT 1 MILE SOUTH OF ALEXANDER, ON THE HIGHEST POINT OF ALEXANDER
 EJ1728'MOUNTAIN, NEAR THE CENTER OF SEC. 19, T-1-S, R-13-W, IN OTTER
 EJ1728'TOWNSHIP AND ON PROPERTY LEASED BY THE STATE.  IT IS 30 FEET
 EJ1728'SOUTH OF A FENCE AND A WITNESS POST, 39 FEET NORTHEAST OF A 36
 EJ1728'INCH OAK TREE, 38 FEET SOUTHEAST OF THE SOUTHEAST CONCRETE GATE
 EJ1728'POST AND 75 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A WOODEN
 EJ1728'LOOKOUT TOWER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EJ1728'ALEXANDER 1964.
 EJ1728'
 EJ1728'TO REACH FROM THE U.S. POST OFFICE IN ALEXANDER, GO SOUTH ON
 EJ1728'THE PAVED STREET FOR 0.1 MILE TO A SIDE STREET RIGHT.  TURN RIGHT
 EJ1728'ON THE PAVED STREET AND GO WESTERLY FOR 0.2 MILE TO A T-ROAD
 EJ1728'INTERSECTION.  TURN LEFT AND GO SOUTHERLY ON THE PAVED ROAD FOR
 EJ1728'ABOUT 500 FEET TO THE END OF PAVEMENT.  CONTINUE SOUTHERLY ON
 EJ1728'THE GRAVELED ROAD FOR 0.65 MILE TO A GRADED SIDE ROAD WEST AND
 EJ1728'REFERENCE MARK 3.  CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR
 EJ1728'0.2 MILE TO A ROAD FORK.  TURN RIGHT ON GRADED ROAD AND GO
 EJ1728'SOUTHWEST FOR 0.05 MILE TO A GATE AND THE STATION AS
 EJ1728'DESCRIBED.
 EJ1728'
 EJ1728'REFERENCE MARK 1 IS 95 FEET WEST OF THE WITNESS POST, 9 FEET
 EJ1728'WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 1 FOOT SOUTH
 EJ1728'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 EJ1728'STAMPED ALEXANDER NO 1 1964.
 EJ1728'
 EJ1728'REFERENCE MARK 2 IS 48 FEET WEST OF A 48 INCH OAK TREE, 28 FEET
 EJ1728'EAST OF THE NORTHEAST CORNER OF A FRAME GARAGE AND 1 FOOT NORTH
 EJ1728'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 EJ1728'ALEXANDER NO 2 1964.
 EJ1728'
 EJ1728'REFERENCE MARK 3 IS 115 FEET SOUTHWEST OF THE INTERSECTION OF
 EJ1728'THE GRADED ROADS, 45 FEET WEST OF THE WEST 1 OF 2 POWER POLES,
 EJ1728'9 FEET NORTHWEST OF THE CENTERLINE OF THE GRADED ROAD AND 1 FOOT
 EJ1728'SOUTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 EJ1728'AND THE DISK IS STAMPED ALEXANDER NO 3 1964.
 EJ1728'
 EJ1728'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EJ1728
 EJ1728                          STATION RECOVERY (1998)
 EJ1728
 EJ1728'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1723 ***********************************************************************
 EJ1723  DESIGNATION -  ALEXANDER LOT 75 AFC
 EJ1723  PID         -  EJ1723
 EJ1723  STATE/COUNTY-  AR/SALINE
 EJ1723  USGS QUAD   -  BRYANT (1987)
 EJ1723
 EJ1723                         *CURRENT SURVEY CONTROL
 EJ1723  ___________________________________________________________________
 EJ1723* NAD 83(1997)-  34 37 08.12920(N)    092 26 14.01920(W)     ADJUSTED  
 EJ1723* NAVD 88     -                                                        
 EJ1723  ___________________________________________________________________
 EJ1723  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EJ1723  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ1723
 EJ1723  HORZ ORDER  -  THIRD
 EJ1723
 EJ1723.The horizontal coordinates were established by classical geodetic methods
 EJ1723.and adjusted by the National Geodetic Survey in September 1999..
 EJ1723
 EJ1723
 EJ1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1723
 EJ1723.The geoid height was determined by GEOID03.
 EJ1723
 EJ1723;                    North         East     Units Scale Factor Converg.
 EJ1723;SPC AR S     -   616,620.024   359,903.447   MT  0.99997039   -0 14 41.0
 EJ1723;SPC AR S     - 2,023,027.53  1,180,783.23   sFT  0.99997039   -0 14 41.0
 EJ1723;UTM  15      - 3,830,928.544   551,591.157   MT  0.99963281   +0 19 11.0
 EJ1723
 EJ1723                          SUPERSEDED SURVEY CONTROL
 EJ1723
 EJ1723  NAD 83(1986)-  34 37 08.13995(N)    092 26 14.01006(W) AD(       ) 4
 EJ1723  NAD 27      -  34 37 07.80417(N)    092 26 13.44510(W) AD(       ) 3
 EJ1723
 EJ1723.Superseded values are not recommended for survey control.
 EJ1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1723.See file dsdata.txt to determine how the superseded data were derived.
 EJ1723
 EJ1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5159130929(NAD 83)
 EJ1723_MARKER: 57 = LOOKOUT TOWER
 EJ1723
 EJ1723  HISTORY     - Date     Condition        Report By
 EJ1723  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1723  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1723
 EJ1723                          STATION DESCRIPTION
 EJ1723
 EJ1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1723'THE STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS A
 EJ1723'4 LEG WOODEN STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT THE TOP.
 EJ1723'THE ENTIRE STRUCTURE IS UNPAINTED AND THE OVERALL HEIGHT IS
 EJ1723'ABOUT 100 FEET.  IT IS OWNED AND OPERATED BY THE ARKANSAS
 EJ1723'FORESTRY COMMISSION.
 EJ1723'
 EJ1723'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1723'ALEXANDER AND THE DISTANCE IS 87.6 FEET, 26.70 METERS.
 EJ1723'
 EJ1723'LOCATED ABOUT 1 MILE SOUTH OF ALEXANDER ON THE HIGHEST POINT OF
 EJ1723'ALEXANDER MOUNTAIN.
 EJ1723
 EJ1723                          STATION RECOVERY (1998)
 EJ1723
 EJ1723'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1721 ***********************************************************************
 EJ1721  DESIGNATION -  ALEXANDER MC RAE SANATORIUM TK
 EJ1721  PID         -  EJ1721
 EJ1721  STATE/COUNTY-  AR/SALINE
 EJ1721  USGS QUAD   -  BRYANT (1987)
 EJ1721
 EJ1721                         *CURRENT SURVEY CONTROL
 EJ1721  ___________________________________________________________________
 EJ1721* NAD 83(1997)-  34 37 05.58267(N)    092 26 50.85728(W)     ADJUSTED  
 EJ1721* NAVD 88     -                                                        
 EJ1721  ___________________________________________________________________
 EJ1721  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 EJ1721  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ1721
 EJ1721  HORZ ORDER  -  THIRD
 EJ1721
 EJ1721.The horizontal coordinates were established by classical geodetic methods
 EJ1721.and adjusted by the National Geodetic Survey in September 1999..
 EJ1721
 EJ1721
 EJ1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1721
 EJ1721.The geoid height was determined by GEOID03.
 EJ1721
 EJ1721;                    North         East     Units Scale Factor Converg.
 EJ1721;SPC AR S     -   616,545.611   358,964.697   MT  0.99997026   -0 15 01.6
 EJ1721;SPC AR S     - 2,022,783.39  1,177,703.34   sFT  0.99997026   -0 15 01.6
 EJ1721;UTM  15      - 3,830,844.916   550,653.502   MT  0.99963162   +0 18 50.1
 EJ1721
 EJ1721                          SUPERSEDED SURVEY CONTROL
 EJ1721
 EJ1721  NAD 83(1986)-  34 37 05.59378(N)    092 26 50.84822(W) AD(       ) 4
 EJ1721  NAD 27      -  34 37 05.25812(N)    092 26 50.28116(W) AD(       ) 3
 EJ1721
 EJ1721.Superseded values are not recommended for survey control.
 EJ1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1721.See file dsdata.txt to determine how the superseded data were derived.
 EJ1721
 EJ1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5065430845(NAD 83)
 EJ1721_MARKER: 51 = TANK
 EJ1721
 EJ1721  HISTORY     - Date     Condition        Report By
 EJ1721  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1721  HISTORY     - 19980425 GOOD             USPSQD
 EJ1721
 EJ1721                          STATION DESCRIPTION
 EJ1721
 EJ1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1721'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 EJ1721'AT THE NORTHWEST CORNER OF THE SANATORIUM GROUNDS, ABOUT
 EJ1721'0.9 MILE SOUTHWEST OF ALEXANDER.  THE OVERALL HEIGHT IS
 EJ1721'100 FEET.  IT IS A 4 LEGGED STEEL STRUCTURE PAINTED SILVER.
 EJ1721'
 EJ1721'TO REACH FROM THE POST OFFICE IN ALEXANDER, GO SOUTHWEST
 EJ1721'AND SOUTH ON THIRD STREET FOR 0.9 MILE TO A DRIVEWAY ON THE
 EJ1721'RIGHT.  TURN RIGHT AND GO WEST ON A PAVED STREET FOR 0.1
 EJ1721'MILE TO THE END OF THE STREET AND THE WATER TANK ON THE LEFT.
 EJ1721
 EJ1721                          STATION RECOVERY (1998)
 EJ1721
 EJ1721'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1724 ***********************************************************************
 EJ1724  DESIGNATION -  ALEXANDER RAD STA KKE 92 MAST
 EJ1724  PID         -  EJ1724
 EJ1724  STATE/COUNTY-  AR/SALINE
 EJ1724  USGS QUAD   -  BRYANT (1987)
 EJ1724
 EJ1724                         *CURRENT SURVEY CONTROL
 EJ1724  ___________________________________________________________________
 EJ1724* NAD 83(1997)-  34 37 13.08257(N)    092 26 15.95828(W)     ADJUSTED  
 EJ1724* NAVD 88     -                                                        
 EJ1724  ___________________________________________________________________
 EJ1724  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EJ1724  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ1724
 EJ1724  HORZ ORDER  -  THIRD
 EJ1724
 EJ1724.The horizontal coordinates were established by classical geodetic methods
 EJ1724.and adjusted by the National Geodetic Survey in September 1999..
 EJ1724
 EJ1724
 EJ1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1724
 EJ1724.The geoid height was determined by GEOID03.
 EJ1724
 EJ1724;                    North         East     Units Scale Factor Converg.
 EJ1724;SPC AR S     -   616,772.867   359,854.704   MT  0.99997063   -0 14 42.0
 EJ1724;SPC AR S     - 2,023,528.98  1,180,623.31   sFT  0.99997063   -0 14 42.0
 EJ1724;UTM  15      - 3,831,080.848   551,540.927   MT  0.99963274   +0 19 10.0
 EJ1724
 EJ1724                          SUPERSEDED SURVEY CONTROL
 EJ1724
 EJ1724  NAD 83(1986)-  34 37 13.09387(N)    092 26 15.94912(W) AD(       ) 4
 EJ1724  NAD 27      -  34 37 12.75849(N)    092 26 15.38426(W) AD(       ) 3
 EJ1724
 EJ1724.Superseded values are not recommended for survey control.
 EJ1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1724.See file dsdata.txt to determine how the superseded data were derived.
 EJ1724
 EJ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5154131081(NAD 83)
 EJ1724_MARKER: 42 = RADIO/TV MAST
 EJ1724
 EJ1724  HISTORY     - Date     Condition        Report By
 EJ1724  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1724  HISTORY     - 19980425 GOOD             USPSQD
 EJ1724
 EJ1724                          STATION DESCRIPTION
 EJ1724
 EJ1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1724'STATION IS THE FLASHING RED LIGHT ON THE NORTHWEST 1 OF 2
 EJ1724'MASTS, CONNECTED BY A REFLECTOR AT THE TOP.  THEY ARE 3
 EJ1724'LEGGED STEEL STRUCTURES PAINTED IN ALTERNATED SECTIONS OF
 EJ1724'INTERNATIONAL RED AND WHITE, GUYED AND HAVE AN OVERALL HEIGHT
 EJ1724'OF 220 FEET.
 EJ1724'
 EJ1724'ON THE HIGHEST POINT OF ALEXANDER MOUNTAIN ABOUT 1 MILES
 EJ1724'SOUTH OF ALEXANDER.  OWNED AND OPERATED BY THE NATURAL GAS
 EJ1724'PIPELINE COMPANY OF AMERICA.
 EJ1724
 EJ1724                          STATION RECOVERY (1998)
 EJ1724
 EJ1724'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1772 ***********************************************************************
 FF1772  DESIGNATION -  ALICIA
 FF1772  PID         -  FF1772
 FF1772  STATE/COUNTY-  AR/LAWRENCE
 FF1772  USGS QUAD   -  ALICIA (1980)
 FF1772
 FF1772                         *CURRENT SURVEY CONTROL
 FF1772  ___________________________________________________________________
 FF1772* NAD 83(1997)-  35 54 59.85494(N)    091 04 10.28256(W)     ADJUSTED  
 FF1772* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 FF1772  ___________________________________________________________________
 FF1772  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 FF1772  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FF1772
 FF1772  HORZ ORDER  -  SECOND
 FF1772
 FF1772.The horizontal coordinates were established by classical geodetic methods
 FF1772.and adjusted by the National Geodetic Survey in September 1999..
 FF1772
 FF1772.The orthometric height was scaled from a topographic map.
 FF1772
 FF1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1772
 FF1772.The geoid height was determined by GEOID03.
 FF1772
 FF1772;                    North         East     Units Scale Factor Converg.
 FF1772;SPC AR N     -   176,051.789   483,978.240   MT  0.99995271   +0 32 29.2
 FF1772;SPC AR N     -   577,596.58  1,587,851.94   sFT  0.99995271   +0 32 29.2
 FF1772;UTM  15      - 3,976,422.875   674,182.628   MT  0.99997386   +1 07 57.8
 FF1772
 FF1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1772!SPC AR N     -   0.99999244  x   0.99995271  =   0.99994515
 FF1772!UTM  15      -   0.99999244  x   0.99997386  =   0.99996630
 FF1772
 FF1772:                Primary Azimuth Mark                     Grid Az
 FF1772:SPC AR N     -  ALICIA AZ MK                             031 38 28.3
 FF1772:UTM  15      -  ALICIA AZ MK                             031 02 59.7
 FF1772
 FF1772|---------------------------------------------------------------------|
 FF1772| PID    Reference Object                     Distance      Geod. Az  |
 FF1772|                                                           dddmmss.s |
 FF1772| CI0034 ALICIA AZ MK                                       0321057.5 |
 FF1772| FF1774 SWIFTON                             APPROX.11.5 KM 2094957.5 |
 FF1772| CI0035 ALICIA RM 1                          26.380 METERS 23750     |
 FF1772| CI0036 ALICIA RM 2                          27.328 METERS 34718     |
 FF1772|---------------------------------------------------------------------|
 FF1772
 FF1772                          SUPERSEDED SURVEY CONTROL
 FF1772
 FF1772  NAD 83(1997)-  35 54 59.86370(N)    091 04 10.28177(W) AD(       ) 2
 FF1772  NAD 83(1986)-  35 54 59.86612(N)    091 04 10.28248(W) AD(       ) 2
 FF1772  NAD 27      -  35 54 59.60140(N)    091 04 09.83680(W) AD(       ) 2
 FF1772
 FF1772.Superseded values are not recommended for survey control.
 FF1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1772.See file dsdata.txt to determine how the superseded data were derived.
 FF1772
 FF1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7418376423(NAD 83)
 FF1772_MARKER: DS = TRIANGULATION STATION DISK
 FF1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1772+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2002
 FF1772
 FF1772  HISTORY     - Date     Condition        Report By
 FF1772  HISTORY     - 1954     MONUMENTED       CGS
 FF1772  HISTORY     - 1975     GOOD             USGS
 FF1772  HISTORY     - 20020926 GOOD             USACE
 FF1772
 FF1772                          STATION DESCRIPTION
 FF1772
 FF1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1772'THE STATION IS ABOUT 7 MILES SOUTHWEST OF MINTURN, 2 MILES
 FF1772'NORTHEAST OF ALICIA, 130 FEET WEST OF U.S. HIGHWAY 67, 100
 FF1772'FEET NORTHWEST OF THE CENTERLINE OF A CONCRETE ROAD (OLD
 FF1772'U.S. HIGHWAY 67), 59 FEET WEST OF A FENCE CORNER, 16 FEET
 FF1772'SOUTHWEST OF A DRIVEWAY TO A FARMHOUSE, AND 9.5 FEET SOUTHWEST
 FF1772'OF A 4 IN X 4 IN WITNESS POST.
 FF1772'
 FF1772'TO REACH THE STATION FROM THE RAILWAY DEPOT IN ALICIA GO
 FF1772'NORTH ON U.S. HIGHWAY 67 FOR 1.8 MILES TO THE STATION ON THE
 FF1772'LEFT, CONTINUE NORTH ON THE HIGHWAY FOR 0.55 MILE TO THE
 FF1772'AZIMUTH MARK ON THE LEFT.
 FF1772'
 FF1772'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FF1772'ALICIA 1954.
 FF1772'
 FF1772'REFERENCE MARK NO. 1 IS 95 FEET NORTHWEST OF THE CENTERLINE
 FF1772'OF THE CONCRETE ROAD, 12 FEET NORTHWEST OF AN EMBANKMENT.
 FF1772'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ALICIA
 FF1772'NO 1 1954.
 FF1772'
 FF1772'REFERENCE MARK NO. 2 IS 10 FEET SOUTHWEST OF THE DRIVEWAY AND
 FF1772'1 FOOT SOUTHWEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 FF1772'AND THE DISK IS STAMPED ALICIA NO 2 1954.
 FF1772'
 FF1772'THE AZIMUTH MARK IS 67 FEET WEST OF THE HIGHWAY, 8 FEET
 FF1772'SOUTHWEST OF A 4 IN X 4 IN WITNESS POST AND 7 FEET SOUTHWEST
 FF1772'OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FF1772'IS STAMPED ALICIA 1954.
 FF1772'
 FF1772'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF1772
 FF1772                          STATION RECOVERY (1975)
 FF1772
 FF1772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF1772'STA. MK, RM 2 = OK
 FF1772'
 FF1772'RM 1 LEANING
 FF1772'
 FF1772'AZ MK. IS LEANING AND NOT GOOD FOR AZIMUTH.
 FF1772
 FF1772                          STATION RECOVERY (2002)
 FF1772
 FF1772'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1772'HWY. 67 HAS BEEN RELOCATED TO EAST OF MARK AND OLD HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1942 ***********************************************************************
 EJ1942  DESIGNATION -  ALLEN
 EJ1942  PID         -  EJ1942
 EJ1942  STATE/COUNTY-  AR/YELL
 EJ1942  USGS QUAD   -  ONYX (1968)
 EJ1942
 EJ1942                         *CURRENT SURVEY CONTROL
 EJ1942  ___________________________________________________________________
 EJ1942* NAD 83(1997)-  34 51 09.96774(N)    093 28 14.07982(W)     ADJUSTED  
 EJ1942* NAVD 88     -       467.0    (meters)    1532.     (feet)  VERTCON   
 EJ1942  ___________________________________________________________________
 EJ1942  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 EJ1942  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 EJ1942
 EJ1942  HORZ ORDER  -  SECOND
 EJ1942
 EJ1942.The horizontal coordinates were established by classical geodetic methods
 EJ1942.and adjusted by the National Geodetic Survey in September 1999..
 EJ1942
 EJ1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1942
 EJ1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1942
 EJ1942.The geoid height was determined by GEOID03.
 EJ1942
 EJ1942;                    North         East     Units Scale Factor Converg.
 EJ1942;SPC AR N     -    58,631.957   265,516.372   MT  1.00001681   -0 51 20.6
 EJ1942;SPC AR N     -   192,361.68    871,114.96   sFT  1.00001681   -0 51 20.6
 EJ1942;SPC AR S     -   643,441.873   265,515.523   MT  1.00002034   -0 49 23.0
 EJ1942;SPC AR S     - 2,111,025.55    871,112.18   sFT  1.00002034   -0 49 23.0
 EJ1942;UTM  15      - 3,856,816.839   456,982.061   MT  0.99962281   -0 16 08.1
 EJ1942
 EJ1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1942!SPC AR N     -   0.99993129  x   1.00001681  =   0.99994810
 EJ1942!SPC AR S     -   0.99993129  x   1.00002034  =   0.99995163
 EJ1942!UTM  15      -   0.99993129  x   0.99962281  =   0.99955413
 EJ1942
 EJ1942:                Primary Azimuth Mark                     Grid Az
 EJ1942:SPC AR N     -  ALLEN AZ MK                              047 56 16.5
 EJ1942:SPC AR S     -  ALLEN AZ MK                              047 54 18.9
 EJ1942:UTM  15      -  ALLEN AZ MK                              047 21 04.0
 EJ1942
 EJ1942|---------------------------------------------------------------------|
 EJ1942| PID    Reference Object                     Distance      Geod. Az  |
 EJ1942|                                                           dddmmss.s |
 EJ1942| CX4904 ALLEN AZ MK                                        0470455.9 |
 EJ1942| CX4905 ALLEN RM 1                            5.794 METERS 20552     |
 EJ1942| EJ2039 MUDDY                               APPROX.20.4 KM 2293218.9 |
 EJ1942| EJ1943 ALLEN PEAK LOOKOUT TOWER              5.913 METERS 24840     |
 EJ1942| CX4906 ALLEN RM 2                            6.410 METERS 32238     |
 EJ1942|---------------------------------------------------------------------|
 EJ1942
 EJ1942                          SUPERSEDED SURVEY CONTROL
 EJ1942
 EJ1942  NAD 83(1997)-  34 51 09.97822(N)    093 28 14.07476(W) AD(       ) 2
 EJ1942  NAD 83(1986)-  34 51 09.97894(N)    093 28 14.07265(W) AD(       ) 2
 EJ1942  NAD 27      -  34 51 09.64090(N)    093 28 13.38710(W) AD(       ) 2
 EJ1942  NGVD 29 (07/19/86)  466.9    (m)         1532.     (f) VERT ANG       
 EJ1942
 EJ1942.Superseded values are not recommended for survey control.
 EJ1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1942.See file dsdata.txt to determine how the superseded data were derived.
 EJ1942
 EJ1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5698256817(NAD 83)
 EJ1942_MARKER: DS = TRIANGULATION STATION DISK
 EJ1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1942
 EJ1942  HISTORY     - Date     Condition        Report By
 EJ1942  HISTORY     - 1956     MONUMENTED       CGS
 EJ1942  HISTORY     - 1972     GOOD             NGS
 EJ1942
 EJ1942                          STATION DESCRIPTION
 EJ1942
 EJ1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1942'THE STATION IS IN THE OUACHITA NATIONAL FOREST AT THE SITE
 EJ1942'OF THE ALLEN PEAK LOOKOUT TOWER.  IT IS ABOUT 8 MILES EAST-SOUTHEAST
 EJ1942'OF BLUFFTON, 7-1/2 MILES SOUTHWEST OF ROVER AND 4-1/2 MILES
 EJ1942'NORTH-NORTHEAST OF THE VILLAGE OF ALY.
 EJ1942'
 EJ1942'TO REACH FROM THE VILLAGE OF STORY ON STATE HIGHWAY 27,
 EJ1942'FROM THE ROAD INTERSECTION AT TWO STORES JUST WEST OF THE
 EJ1942'POST OFFICE, GO NORTHERLY ON STATE HIGHWAY 27 FOR 7.8 MILES
 EJ1942'TO A FORK.  LEAVE THE HIGHWAY AND TAKE THE LEFT FORK FOR
 EJ1942'0.05 MILE TO THE OLD ALY POST OFFICE ON THE RIGHT (THIS
 EJ1942'IS JUST NORTH OF A CEMETERY AND JUST WEST OF A LARGE WHITE
 EJ1942'CHURCH).  CONTINUE NORTH AND WEST ON THE MAIN ROAD FOR 0.25
 EJ1942'MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO NORTHERLY ON THE
 EJ1942'BRIGGSVILLE ROAD FOR 5.1 MILES TO A T-ROAD RIGHT AT A SIGN
 EJ1942'ALLEN PEAK TOWER.  TURN RIGHT, EASTERLY, FOR 1.6 MILES TO
 EJ1942'THE LOOKOUT TOWER AND STATION SITE.  TO REACH THE AZIMUTH
 EJ1942'MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON THE
 EJ1942'FOREST SERVICE ROAD FOR 1.3 MILES TO THE MARK ON THE LEFT,
 EJ1942'NORTH SIDE OF THE ROAD.
 EJ1942'
 EJ1942'THE STATION MARK IS A STANDARD DISK STAMPED ALLEN 1956.
 EJ1942'IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 EJ1942'PROJECTS 2 INCHES AND IS 19.4 FEET EAST OF THE CENTER OF
 EJ1942'THE LOOKOUT TOWER.
 EJ1942'
 EJ1942'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALLEN NO 1 1956.
 EJ1942'IT IS CEMENTED IN THE CONCRETE BASE OF THE SOUTHEAST LEG
 EJ1942'OF THE LOOKOUT TOWER AND PROJECTS 8 INCHES.
 EJ1942'
 EJ1942'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ALLEN NO 2 1956.
 EJ1942'IT IS CEMENTED IN THE NORTHWEST CORNER OF THE CONCRETE COVER
 EJ1942'FOR A WELL.  THE WELL IS JUST NORTH OF THE LOOKOUT TOWER,
 EJ1942'AND THE COVER IS 8 FEET SQUARE AND PROJECTS 8 INCHES.
 EJ1942'
 EJ1942'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALLEN 1956.  IT
 EJ1942'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS
 EJ1942'FLUSH WITH THE GROUND.  THE MARK IS 12 FEET NORTH OF THE
 EJ1942'CENTER OF THE ROAD AND 6 FEET WEST OF A WHITE WITNESS POST.
 EJ1942'
 EJ1942'THE ALLEN PEAK LOOKOUT TOWER IS A FOUR-LEGGED STRUCTURE WITH
 EJ1942'A WOODEN BUILDING ON THE TOP.  THE TOWER IS APPROXIMATELY
 EJ1942'48 FEET HIGH AND THE BASE IS APPROXIMATELY THE SAME ELEVATION
 EJ1942'AS THE STATION.
 EJ1942
 EJ1942                          STATION RECOVERY (1972)
 EJ1942
 EJ1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1942'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 EJ1942'RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS ADEQUATE FOR
 EJ1942'RECOVERY.  A METAL WITNESS POST WITH SIGN ATTACHED WAS SET 1 FOOT
 EJ1942'EAST OF THE AZIMUTH MARK.
 EJ1942'
 EJ1942'FOLLOWING IS A DESCRIPTION OF A NEW ROUTE TO REACH THE STATION--
 EJ1942'
 EJ1942'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 314 AND 27
 EJ1942'AT THE SETTLEMENT OF ONYX, GO NORTHERLY ON HIGHWAY 27 FOR 2.25 MILES
 EJ1942'TO A SIGN ALLEN PEAD TOWER 5 AND A SIDE ROAD ON THE LEFT.  TURN
 EJ1942'LEFT AND GO WESTERLY ON A GRAVEL ROAD FOR 3.7 MILES TO THE AZIMUTH
 EJ1942'MARK ON THE RIGHT.  CONTINUE WESTERLY ON THE GRAVEL ROAD FOR 1.45
 EJ1942'MILES TO THE TOP OF THE MOUNTAIN PEAK AND THE LOOKOUT TOWER AND
 EJ1942'THE STATION ON THE RIGHT.
 EJ1942'
 EJ1942'NOTE--IT WILL TAKE SOME CLEARING OF TREES TO SEE THE AZIMUTH MARK
 EJ1942'FROM THE STATION.
 EJ1942'
 EJ1942'THIS STATION WAS NOT OCCUPIED THIS DATE.
 EJ1942'
 EJ1942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 EJ1942'NORTH-NORTHEAST OF THE VILLAGE OF ALY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1943 ***********************************************************************
 EJ1943  DESIGNATION -  ALLEN PEAK LOOKOUT TOWER
 EJ1943  PID         -  EJ1943
 EJ1943  STATE/COUNTY-  AR/YELL
 EJ1943  USGS QUAD   -  ONYX (1968)
 EJ1943
 EJ1943                         *CURRENT SURVEY CONTROL
 EJ1943  ___________________________________________________________________
 EJ1943* NAD 83(1997)-  34 51 09.89792(N)    093 28 14.29663(W)     ADJUSTED  
 EJ1943* NAVD 88     -                                                        
 EJ1943  ___________________________________________________________________
 EJ1943  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 EJ1943  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 EJ1943
 EJ1943  HORZ ORDER  -  THIRD
 EJ1943
 EJ1943.The horizontal coordinates were established by classical geodetic methods
 EJ1943.and adjusted by the National Geodetic Survey in September 1999..
 EJ1943
 EJ1943
 EJ1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1943
 EJ1943.The geoid height was determined by GEOID03.
 EJ1943
 EJ1943;                    North         East     Units Scale Factor Converg.
 EJ1943;SPC AR N     -    58,629.888   265,510.832   MT  1.00001682   -0 51 20.7
 EJ1943;SPC AR N     -   192,354.89    871,096.79   sFT  1.00001682   -0 51 20.7
 EJ1943;SPC AR S     -   643,439.800   265,509.985   MT  1.00002033   -0 49 23.2
 EJ1943;SPC AR S     - 2,111,018.74    871,094.01   sFT  1.00002033   -0 49 23.2
 EJ1943;UTM  15      - 3,856,814.714   456,976.545   MT  0.99962281   -0 16 08.3
 EJ1943
 EJ1943                          SUPERSEDED SURVEY CONTROL
 EJ1943
 EJ1943  NAD 83(1997)-  34 51 09.90840(N)    093 28 14.29157(W) AD(       ) 4
 EJ1943  NAD 83(1986)-  34 51 09.90912(N)    093 28 14.28946(W) AD(       ) 4
 EJ1943  NAD 27      -  34 51 09.57100(N)    093 28 13.60400(W) AD(       ) 3
 EJ1943
 EJ1943.Superseded values are not recommended for survey control.
 EJ1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1943.See file dsdata.txt to determine how the superseded data were derived.
 EJ1943
 EJ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5697756815(NAD 83)
 EJ1943_MARKER: 57 = LOOKOUT TOWER
 EJ1943
 EJ1943  HISTORY     - Date     Condition        Report By
 EJ1943  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ1943
 EJ1943                          STATION DESCRIPTION
 EJ1943
 EJ1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1943'THE STATION IS IN THE OUACHITA NATIONAL FOREST, ABOUT 7 MILES
 EJ1943'SOUTH-SOUTHWEST OF ROVER, AND ABOUT 5 MILES NORTH OF ALY.
 EJ1943'
 EJ1943'THE STATION IS A STANDARD STEEL LOOKOUT TOWER OF THE U.S.
 EJ1943'FOREST SERVICE.  A TRAVERSE CONNECTION WAS MADE FROM THE
 EJ1943'APPROXIMATE CENTER OF THE LOOKOUT TOWER TO THE TRIANGULATION
 EJ1943'STATION ALLEN.  THE DISTANCE BEING 19.40 FEET/5.913 METERS)
 EJ1943'WEST OF STATION ALLEN.  THE TOWER IS 48 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0120 ***********************************************************************
 EJ0120  DESIGNATION -  ALLY
 EJ0120  PID         -  EJ0120
 EJ0120  STATE/COUNTY-  AR/PULASKI
 EJ0120  USGS QUAD   -  SWEET HOME (1986)
 EJ0120
 EJ0120                         *CURRENT SURVEY CONTROL
 EJ0120  ___________________________________________________________________
 EJ0120* NAD 83(1986)-  34 42 23.     (N)    092 13 49.     (W)     SCALED    
 EJ0120* NAVD 88     -        89.148  (meters)     292.48   (feet)  ADJUSTED  
 EJ0120  ___________________________________________________________________
 EJ0120  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EJ0120  DYNAMIC HT  -          89.065 (meters)     292.21  (feet)  COMP
 EJ0120  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 EJ0120
 EJ0120  VERT ORDER  -  FIRST     CLASS II
 EJ0120
 EJ0120.The horizontal coordinates were scaled from a topographic map and have
 EJ0120.an estimated accuracy of +/- 6 seconds.
 EJ0120
 EJ0120.The orthometric height was determined by differential leveling
 EJ0120.and adjusted by the National Geodetic Survey in June 1991..
 EJ0120
 EJ0120.The geoid height was determined by GEOID03.
 EJ0120
 EJ0120.The dynamic height is computed by dividing the NAVD 88
 EJ0120.geopotential number by the normal gravity value computed on the
 EJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0120.degrees latitude (g = 980.6199 gals.).
 EJ0120
 EJ0120.The modeled gravity was interpolated from observed gravity values.
 EJ0120
 EJ0120;                    North         East    Units  Estimated Accuracy
 EJ0120;SPC AR S     -   626,260.      378,900.      MT  (+/- 180 meters Scaled)
 EJ0120
 EJ0120                          SUPERSEDED SURVEY CONTROL
 EJ0120
 EJ0120  NGVD 29 (??/??/92)   89.200  (m)          292.65   (f) ADJ UNCH    1 2
 EJ0120
 EJ0120.Superseded values are not recommended for survey control.
 EJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0120.See file dsdata.txt to determine how the superseded data were derived.
 EJ0120
 EJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU704407(NAD 83)
 EJ0120_MARKER: DB = BENCH MARK DISK
 EJ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0120_STAMPING: ALLY 1934
 EJ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0120+STABILITY: SURFACE MOTION
 EJ0120
 EJ0120  HISTORY     - Date     Condition        Report By
 EJ0120  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0120  HISTORY     - 1955     GOOD             NGS
 EJ0120  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0120
 EJ0120                          STATION DESCRIPTION
 EJ0120
 EJ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0120'1.5 MI N FROM SWEET HOME.
 EJ0120'1.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0120'AT SWEET HOME, PULASKI COUNTY, ABOUT 1000 FEET SOUTH OF A ROAD
 EJ0120'CROSSING AT COLLEGESTATION, 5 FEET NORTH OF POLE 350+07, AND 45 FEET
 EJ0120'EAST OF THE EAST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED ALLY
 EJ0120'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0120
 EJ0120                          STATION RECOVERY (1984)
 EJ0120
 EJ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0120'NOT RECOVERED, ALL MEASUREMENTS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0972 ***********************************************************************
 FH0972  DESIGNATION -  ALMA MUNICIPAL TANK
 FH0972  PID         -  FH0972
 FH0972  STATE/COUNTY-  AR/CRAWFORD
 FH0972  USGS QUAD   -  ALMA (1987)
 FH0972
 FH0972                         *CURRENT SURVEY CONTROL
 FH0972  ___________________________________________________________________
 FH0972* NAD 83(1997)-  35 28 35.39619(N)    094 13 19.18356(W)     ADJUSTED  
 FH0972* NAVD 88     -                                                        
 FH0972  ___________________________________________________________________
 FH0972  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 FH0972  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FH0972
 FH0972  HORZ ORDER  -  THIRD
 FH0972
 FH0972.The horizontal coordinates were established by classical geodetic methods
 FH0972.and adjusted by the National Geodetic Survey in September 1999..
 FH0972
 FH0972
 FH0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0972
 FH0972.The geoid height was determined by GEOID03.
 FH0972
 FH0972;                    North         East     Units Scale Factor Converg.
 FH0972;SPC AR N     -   129,099.427   198,370.682   MT  0.99993769   -1 17 34.7
 FH0972;SPC AR N     -   423,553.70    650,821.15   sFT  0.99993769   -1 17 34.7
 FH0972;UTM  15      - 3,926,573.252   389,138.408   MT  0.99975146   -0 42 33.4
 FH0972
 FH0972                          SUPERSEDED SURVEY CONTROL
 FH0972
 FH0972  NAD 83(1997)-  35 28 35.40465(N)    094 13 19.18096(W) AD(       ) 4
 FH0972  NAD 83(1986)-  35 28 35.40296(N)    094 13 19.17525(W) AD(       ) 4
 FH0972  NAD 27      -  35 28 35.09000(N)    094 13 18.42000(W) AD(       ) 3
 FH0972
 FH0972.Superseded values are not recommended for survey control.
 FH0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0972.See file dsdata.txt to determine how the superseded data were derived.
 FH0972
 FH0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8913826573(NAD 83)
 FH0972_MARKER: 82 = FINIAL
 FH0972
 FH0972  HISTORY     - Date     Condition        Report By
 FH0972  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH0972
 FH0972                          STATION DESCRIPTION
 FH0972
 FH0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0972'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 FH0972'THE FINIAL OF THE ALMA MUNICIPAL WATER TANK.  THIS IS A
 FH0972'SILVER-COLORED STEEL STRUCTURE APPROXIMATELY 75 FEET TO
 FH0972'THE BASE OF THE TANK AND 25 FEET FROM BASE TO FINIAL.  THE
 FH0972'TANK IS LOCATED APPROXIMATELY 0.2 MILE S OF THE CENTER OF
 FH0972'THE TOWN OF ALMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1553 ***********************************************************************
 FF1553  DESIGNATION -  ALMOND
 FF1553  PID         -  FF1553
 FF1553  STATE/COUNTY-  AR/CLEBURNE
 FF1553  USGS QUAD   -  CONCORD (1973)
 FF1553
 FF1553                         *CURRENT SURVEY CONTROL
 FF1553  ___________________________________________________________________
 FF1553* NAD 83(1997)-  35 41 50.38955(N)    091 47 41.67449(W)     ADJUSTED  
 FF1553* NAVD 88     -       368.621  (meters)    1209.38   (feet)  ADJUSTED  
 FF1553  ___________________________________________________________________
 FF1553  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FF1553  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1553  DYNAMIC HT  -         368.286 (meters)    1208.29  (feet)  COMP
 FF1553  MODELED GRAV-     979,713.8   (mgal)                       NAVD 88
 FF1553
 FF1553  HORZ ORDER  -  FIRST
 FF1553  VERT ORDER  -  SECOND    CLASS 0
 FF1553
 FF1553.The horizontal coordinates were established by classical geodetic methods
 FF1553.and adjusted by the National Geodetic Survey in September 1999..
 FF1553
 FF1553.The orthometric height was determined by differential leveling
 FF1553.and adjusted by the National Geodetic Survey in June 1991..
 FF1553
 FF1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1553
 FF1553.The geoid height was determined by GEOID03.
 FF1553
 FF1553.The dynamic height is computed by dividing the NAVD 88
 FF1553.geopotential number by the normal gravity value computed on the
 FF1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1553.degrees latitude (g = 980.6199 gals.).
 FF1553
 FF1553.The modeled gravity was interpolated from observed gravity values.
 FF1553
 FF1553;                    North         East     Units Scale Factor Converg.
 FF1553;SPC AR N     -   151,343.606   418,560.943   MT  0.99993788   +0 07 09.6
 FF1553;SPC AR N     -   496,533.15  1,373,228.69   sFT  0.99993788   +0 07 09.6
 FF1553;UTM  15      - 3,951,047.914   609,028.025   MT  0.99974648   +0 42 11.7
 FF1553
 FF1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1553!SPC AR N     -   0.99994644  x   0.99993788  =   0.99988433
 FF1553!UTM  15      -   0.99994644  x   0.99974648  =   0.99969294
 FF1553
 FF1553:                Primary Azimuth Mark                     Grid Az
 FF1553:SPC AR N     -  ALMOND LOOKOUT TOWER                     120 06 33.0
 FF1553:UTM  15      -  ALMOND LOOKOUT TOWER                     119 31 30.9
 FF1553
 FF1553|---------------------------------------------------------------------|
 FF1553| PID    Reference Object                     Distance      Geod. Az  |
 FF1553|                                                           dddmmss.s |
 FF1553| FF1882 ALMOND LOOKOUT TOWER                APPROX. 0.7 KM 1201342.6 |
 FF1553| FF1741 ALMOND AZ MK RESET                                 2400823.0 |
 FF1553| FF1551 ALMOND AZ MK                                       2473344.3 |
 FF1553| FF1552 ALMOND RM 1                         113.172 METERS 26636     |
 FF1553| FF1554 ALMOND RM 2                          64.410 METERS 34907     |
 FF1553|---------------------------------------------------------------------|
 FF1553
 FF1553                          SUPERSEDED SURVEY CONTROL
 FF1553
 FF1553  NAD 83(1986)-  35 41 50.40131(N)    091 47 41.67387(W) AD(       ) 1
 FF1553  NAD 27      -  35 41 50.12700(N)    091 47 41.15900(W) AD(       ) 1
 FF1553  NGVD 29 (??/??/??)  368.539  (m)         1209.12   (f) ADJUSTED    2 0
 FF1553
 FF1553.Superseded values are not recommended for survey control.
 FF1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1553.See file dsdata.txt to determine how the superseded data were derived.
 FF1553
 FF1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0902851048(NAD 83)
 FF1553_MARKER: DS = TRIANGULATION STATION DISK
 FF1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1553_STAMPING: ALMOND 1934
 FF1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1553+STABILITY: SURFACE MOTION
 FF1553
 FF1553  HISTORY     - Date     Condition        Report By
 FF1553  HISTORY     - 1934     MONUMENTED       CGS
 FF1553  HISTORY     - 1934     GOOD             CGS
 FF1553  HISTORY     - 1936     GOOD             ARGS
 FF1553  HISTORY     - 1936     GOOD             CGS
 FF1553  HISTORY     - 1954     GOOD             CGS
 FF1553  HISTORY     - 1967     GOOD             CGS
 FF1553  HISTORY     - 1967     GOOD             CGS
 FF1553  HISTORY     - 1980     GOOD             NGS
 FF1553  HISTORY     - 1983     GOOD             LOCENG
 FF1553
 FF1553                          STATION DESCRIPTION
 FF1553
 FF1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1553'STATION IS 14.5 MILES SW ON STATE ROUTE 25, FROM JUNCTION
 FF1553'OF ROUTES NUMBERED 69, 11, 14 AND 25 IN BATESVILLE, ARKANSAS.
 FF1553'ABOUT 250 FEET S OF STATE ROUTE 25, 0.2 MILE E OF FILLING
 FF1553'STATION AND STORE RUN BY GEORGE SMITH, 0.1 MILE N OF THE
 FF1553'ALMOND POST OFFICE, ON THE HIGHEST PORTION OF A CLEARED FIELD
 FF1553'BELONGING TO MR. E.D. FAUSBEE.  THE MARK IS FLUSH WITH THE
 FF1553'SURFACE OF THE GROUND.
 FF1553'
 FF1553'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 FF1553'DISKS SET IN CONCRETE CYLINDERS.
 FF1553'
 FF1553'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FF1553'
 FF1553'REFERENCE MARK NO. 1 IS WNW OF STATION, IN AN E-W FENCE LINE,
 FF1553'22 FEET W OF GATE LEADING TO STATION, 20 FEET E OF AN N-S
 FF1553'FENCE LINE, 40 FEET S OF CENTER LINE OF STATE ROUTE 25.  MARK
 FF1553'PROJECTS ABOUT 14 INCHES ABOVE GROUND.
 FF1553'
 FF1553'REFERENCE MARK NO.2 IS N OF STATION, IN AN E-W FENCE LINE,
 FF1553'40 FEET S OF CENTER LINE OF STATE ROUTE 25.  MARK PROJECTS
 FF1553'ABOUT 14 INCHES ABOVE THE GROUND.
 FF1553'
 FF1553'AZIMUTH MARK IS SET 0.2 MILE W OF GATE LEADING TO STATION
 FF1553'ALONG STATE ROUTE 25, 40 FEET N OF CENTER LINE OF STATE
 FF1553'ROUTE 25, 50 FEET S OF CENTER LINE OF LOCAL ROAD, 100 FEET
 FF1553'W OF SMITHS FILLING STATION, IN THE W FENCE LINE OF ROAD
 FF1553'INTERSECTION.  MARK PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.
 FF1553'
 FF1553'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 FF1553
 FF1553                          STATION RECOVERY (1934)
 FF1553
 FF1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1553'AT LOCUST GROVE.
 FF1553'IN CLEBURNE COUNTY, 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 25
 FF1553'FROM THE POST OFFICE AT LOCUST GROVE, INDEPENDENCE COUNTY, 0.6
 FF1553'MILE SOUTHWEST OF THE CLEBURNE-INDEPENDENCE COUNTY LINE, 0.2
 FF1553'MILE NORTHEAST OF THE G.W. SMITH RESIDENCE, 240 FEET SOUTHEAST OF
 FF1553'THE CENTERLINE OF THE HIGHWAY, AND ON THE SUMMIT OF A KNOLL.  A
 FF1553'STANDARD TRIANGULATION-STATION DISK, STAMPED ALMOND 1934 AND SET
 FF1553'IN THE TOP OF A CONCRETE POST.
 FF1553
 FF1553                          STATION RECOVERY (1936)
 FF1553
 FF1553'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1936
 FF1553'ORIGINAL DESCRIPTION GOOD.  CONDITION OF STATION AND REFERENCE
 FF1553'MARKERS SAME AS WHEN PLACED.
 FF1553
 FF1553                          STATION RECOVERY (1936)
 FF1553
 FF1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LOM)
 FF1553'14.5 MILES SOUTH AND WEST OF BATESVILLE, 0.2 MILES EAST OF FILLING
 FF1553'STATION RUN BY GEO. SMITH AND 0.1 MILE NORTH OF OLD ALMOND POST
 FF1553'OFFICE ON E.D. FAUSBEE PLACE.
 FF1553'
 FF1553'ORIGINAL DESCRIPTION GOOD.  CONDITION OF STATION AND REFERENCE
 FF1553'MARKERS SAME AS WHEN PLACED.
 FF1553
 FF1553                          STATION RECOVERY (1954)
 FF1553
 FF1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1553'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND
 FF1553'IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK WAS NOT RECOVERED.
 FF1553'A NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A COMPLETE
 FF1553'DESCRIPTION.
 FF1553'
 FF1553'THE STATION IS ABOUT 0.1 MILE EAST OF THE ALMOND POST OFFICE,
 FF1553'ABOUT 250 FEET SOUTH OF STATE HIGHWAY 25, ON THE HIGHEST
 FF1553'POINT OF A CLEARED FIELD OWNED BY JOHN FRICK.  THERE IS
 FF1553'NO WITNESS POST AT THE STATION.
 FF1553'
 FF1553'TO REACH THE STATION FROM THE ALMOND POST OFFICE, GO EASTERLY
 FF1553'ON STATE HIGHWAY 25 FOR 0.1 MILE TO A BOARD GATE ON THE RIGHT,
 FF1553'PASS THROUGH THE GATE AND GO NORTHEASTERLY FOR ABOUT
 FF1553'100 YARDS TO THE HIGHEST POINT AND THE STATION.
 FF1553'
 FF1553'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FF1553'STAMPED ALMOND 1934.
 FF1553'
 FF1553'REFERENCE MARK 1 IS 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 FF1553'AND 22 FEET WEST OF THE GATE.  THE MARK PROJECTS 8 INCHES
 FF1553'AND THE DISK IS STAMPED ALMOND NO 1 1934.
 FF1553'
 FF1553'REFERENCE MARK 2 IS 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 FF1553'AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES
 FF1553'AND THE DISK IS STAMPED ALMOND NO 2 1934.
 FF1553'
 FF1553'THE AZIMUTH MARK IS 44 FEET NORTHWEST OF THE CENTER OF THE
 FF1553'HIGHWAY, 2 FEET NORTHEAST OF A 4 X 4 INCH WHITE WITNESS
 FF1553'POST AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK PROJECTS
 FF1553'5 INCHES AND THE DISK IS STAMPED ALMOND 1934 RESET 1954.
 FF1553'
 FF1553'TO REACH THE AZIMUTH MARK FROM THE BOARD GATE GO WESTERLY ON
 FF1553'THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 FF1553'
 FF1553'HEIGHT OF LIGHT ABOVE THE STATION MARK 26 METERS.
 FF1553
 FF1553                          STATION RECOVERY (1967)
 FF1553
 FF1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FF1553'STATION MARK, REFERENCE MARK 1, 2 AND THE 1954 AZIMUTH MARK
 FF1553'WERE RECOVERED IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT
 FF1553'OF THE MARKS.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1553'
 FF1553'STATION IS LOCATED ON THE HIGHEST POINT OF A CLEARED FIELD,
 FF1553'ABOUT 4 MILES SOUTHWEST OF LOCUST GROVE, 4 MILES NORTHEAST
 FF1553'OF CONCORD AND 0.1 MILE EAST OF ALMOND.
 FF1553'
 FF1553'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 87 AND 25 IN
 FF1553'CONCORD, GO NORTHEAST ON STATE HIGHWAY 25 FOR 3.8 MILES TO
 FF1553'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD AND GO NORTHEAST
 FF1553'ON STATE HIGHWAY 25 FOR 0.2 MILE TO A CROSS ROAD IN THE
 FF1553'VILLAGE OF ALMOND.  CONTINUE NORTHEAST ON THE HIGHWAY FOR
 FF1553'0.15 MILE TO REFERENCE MARK 1 ON THE RIGHT AND STATION AS
 FF1553'DESCRIBED.
 FF1553'
 FF1553'STATION MARK IS A STANDARD DISK, STAMPED ALMOND 1934, SET
 FF1553'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 FF1553'SURFACE.  IT IS 198 FEET SOUTHEAST OF THE CENTER OF STATE
 FF1553'HIGHWAY 25 AND ON THE HIGHEST POINT OF THE CLEARED FIELD.
 FF1553'
 FF1553'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALMOND NO 1
 FF1553'1934, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2
 FF1553'INCHES.  IT IS 40 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 FF1553'25, 3 FEET NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL
 FF1553'WITNESS POST.
 FF1553'
 FF1553'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALMOND NO 2
 FF1553'1934, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 FF1553'3 INCHES.  IT IS 39 FEET SOUTHEAST OF THE CENTER OF STATE
 FF1553'HIGHWAY 25, 3 FEET NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST
 FF1553'OF A METAL WITNESS POST AND ABOUT 4 FEET LOWER THAN THE
 FF1553'STATION.
 FF1553'
 FF1553'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALMOND 1934 RESET
 FF1553'1954, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 FF1553'THE GROUND SURFACE.  IT IS 108 FEET SOUTHWEST OF A POWERLINE
 FF1553'POLE, 44 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 FF1553'25, 1 FOOT SOUTHEAST OF A FENCE AND 1 FOOT NORTHWEST OF A
 FF1553'METAL WITNESS POST.
 FF1553'
 FF1553'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.1 MILE
 FF1553'EAST OF ALMOND.
 FF1553
 FF1553                          STATION RECOVERY (1967)
 FF1553
 FF1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FF1553'RECOVERED IN GOOD CONDITION.
 FF1553
 FF1553                          STATION RECOVERY (1980)
 FF1553
 FF1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 FF1553'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE 1954 AZIMUTH MARK
 FF1553'WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FF1553'
 FF1553'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF1553'0.1 MILE EAST OF ALMOND.
 FF1553
 FF1553                          STATION RECOVERY (1983)
 FF1553
 FF1553'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (EBB)
 FF1553'EVERYTHING IN GOOD SHAPE.  STA., RM 1, RM 2, AND AZ. MK. ARE ALL
 FF1553'INTACT, LOCATED AS DESCRIBED.  AZ MK METAL SIGN NEEDS RE-ERECTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1741 ***********************************************************************
 FF1741  DESIGNATION -  ALMOND AZ MK RESET
 FF1741  PID         -  FF1741
 FF1741  STATE/COUNTY-  AR/CLEBURNE
 FF1741  USGS QUAD   -  CONCORD (1973)
 FF1741
 FF1741                         *CURRENT SURVEY CONTROL
 FF1741  ___________________________________________________________________
 FF1741* NAD 83(1986)-  35 41 46.     (N)    091 47 54.     (W)     SCALED    
 FF1741* NAVD 88     -       362.72   (meters)    1190.0    (feet)  RESET     
 FF1741  ___________________________________________________________________
 FF1741  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1741
 FF1741  VERT ORDER  -  THIRD
 FF1741
 FF1741.The horizontal coordinates were scaled from a topographic map and have
 FF1741.an estimated accuracy of +/- 6 seconds.
 FF1741
 FF1741.The orthometric height was computed from unverified reset data.
 FF1741.No vertical observational check was made to the station.
 FF1741
 FF1741.The geoid height was determined by GEOID03.
 FF1741
 FF1741;                    North         East    Units  Estimated Accuracy
 FF1741;SPC AR N     -   151,210.      418,250.      MT  (+/- 180 meters Scaled)
 FF1741
 FF1741                          SUPERSEDED SURVEY CONTROL
 FF1741
 FF1741  NGVD 29 (??/??/??)  362.64   (m)         1189.8    (f) RESET       3  
 FF1741
 FF1741.Superseded values are not recommended for survey control.
 FF1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1741.See file dsdata.txt to determine how the superseded data were derived.
 FF1741
 FF1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV087509(NAD 83)
 FF1741_MARKER: DZ = AZIMUTH MARK DISK
 FF1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1741+STABILITY: SURFACE MOTION
 FF1741
 FF1741  HISTORY     - Date     Condition        Report By
 FF1741  HISTORY     - 1954     MONUMENTED       CGS
 FF1741
 FF1741                          STATION DESCRIPTION
 FF1741
 FF1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FF1741'0.3 MI SW FROM ALMOND.
 FF1741'ABOUT 0.3 MILES SOUTHWEST ALONG ARKANSAS STATE HIGHWAY 25 FROM ALMOND
 FF1741'TRIANGULATION STATION, 740 FEET SOUTHWEST ALONG THE HIGHWAY FROM
 FF1741'JUNCTION OF THE ALMOND LOOKOUT TOWER, 38 FEET NORTHWEST OF THE HIGH-
 FF1741'WAY, 0.5 FEET NORTHWEST OF A METAL WITNESS SIGN, IN THE RIGHT-OF-WAY
 FF1741'FENCE LINE, A STANDARD TABLET SET IN CONCRETE, POST STAMPED ALMOND
 FF1741'1934 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1882 ***********************************************************************
 FF1882  DESIGNATION -  ALMOND LOOKOUT TOWER
 FF1882  PID         -  FF1882
 FF1882  STATE/COUNTY-  AR/CLEBURNE
 FF1882  USGS QUAD   -  CONCORD (1973)
 FF1882
 FF1882                         *CURRENT SURVEY CONTROL
 FF1882  ___________________________________________________________________
 FF1882* NAD 83(1997)-  35 41 38.83965(N)    091 47 17.37687(W)     ADJUSTED  
 FF1882* NAVD 88     -                                                        
 FF1882  ___________________________________________________________________
 FF1882  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FF1882  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1882
 FF1882  HORZ ORDER  -  THIRD
 FF1882
 FF1882.The horizontal coordinates were established by classical geodetic methods
 FF1882.and adjusted by the National Geodetic Survey in September 1999..
 FF1882
 FF1882
 FF1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1882
 FF1882.The geoid height was determined by GEOID03.
 FF1882
 FF1882;                    North         East     Units Scale Factor Converg.
 FF1882;SPC AR N     -   150,988.950   419,172.531   MT  0.99993777   +0 07 23.8
 FF1882;SPC AR N     -   495,369.58  1,375,235.21   sFT  0.99993777   +0 07 23.8
 FF1882;UTM  15      - 3,950,699.575   609,643.079   MT  0.99974814   +0 42 25.7
 FF1882
 FF1882                          SUPERSEDED SURVEY CONTROL
 FF1882
 FF1882  NAD 83(1986)-  35 41 38.85161(N)    091 47 17.37630(W) AD(       ) 4
 FF1882  NAD 27      -  35 41 38.57500(N)    091 47 16.85600(W) AD(       ) 3
 FF1882
 FF1882.Superseded values are not recommended for survey control.
 FF1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1882.See file dsdata.txt to determine how the superseded data were derived.
 FF1882
 FF1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0964350700(NAD 83)
 FF1882_MARKER: 57 = LOOKOUT TOWER
 FF1882
 FF1882  HISTORY     - Date     Condition        Report By
 FF1882  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1882  HISTORY     - 1967     GOOD             CGS
 FF1882  HISTORY     - 1980     GOOD             NGS
 FF1882
 FF1882                          STATION DESCRIPTION
 FF1882
 FF1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1882'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF STATE HIGHWAY 25
 FF1882'AND ABOUT 1/2 MILE SOUTH OF THE SETTLEMENT OF ALMOND.  IT IS A
 FF1882'FOUR LEGGED STEEL STRUCTURE SUPPORTING AN OBSERVATION CABIN AND
 FF1882'IT IS ABOUT 120 FEET HIGH.  THE POINT OBSERVED ON WAS THE APEX OF
 FF1882'THE ROOF.
 FF1882
 FF1882                          STATION RECOVERY (1967)
 FF1882
 FF1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FF1882'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
 FF1882'BY J.C.M. IN 1954.
 FF1882
 FF1882                          STATION RECOVERY (1980)
 FF1882
 FF1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 FF1882'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FF1882'
 FF1882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF1882'0.5 MILE SOUTH OF ALMOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1552 ***********************************************************************
 FF1552  DESIGNATION -  ALMOND RM 1
 FF1552  PID         -  FF1552
 FF1552  STATE/COUNTY-  AR/CLEBURNE
 FF1552  USGS QUAD   -  CONCORD (1973)
 FF1552
 FF1552                         *CURRENT SURVEY CONTROL
 FF1552  ___________________________________________________________________
 FF1552* NAD 83(1986)-  35 41 50.     (N)    091 47 42.     (W)     SCALED    
 FF1552* NAVD 88     -       366.817  (meters)    1203.47   (feet)  ADJUSTED  
 FF1552  ___________________________________________________________________
 FF1552  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1552  DYNAMIC HT  -         366.483 (meters)    1202.37  (feet)  COMP
 FF1552  MODELED GRAV-     979,713.8   (mgal)                       NAVD 88
 FF1552
 FF1552  VERT ORDER  -  SECOND    CLASS 0
 FF1552
 FF1552.The horizontal coordinates were scaled from a topographic map and have
 FF1552.an estimated accuracy of +/- 6 seconds.
 FF1552
 FF1552.The orthometric height was determined by differential leveling
 FF1552.and adjusted by the National Geodetic Survey in June 1991..
 FF1552
 FF1552.The geoid height was determined by GEOID03.
 FF1552
 FF1552.The dynamic height is computed by dividing the NAVD 88
 FF1552.geopotential number by the normal gravity value computed on the
 FF1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1552.degrees latitude (g = 980.6199 gals.).
 FF1552
 FF1552.The modeled gravity was interpolated from observed gravity values.
 FF1552
 FF1552;                    North         East    Units  Estimated Accuracy
 FF1552;SPC AR N     -   151,330.      418,550.      MT  (+/- 180 meters Scaled)
 FF1552
 FF1552                          SUPERSEDED SURVEY CONTROL
 FF1552
 FF1552  NGVD 29 (??/??/??)  366.735  (m)         1203.20   (f) ADJUSTED    2 0
 FF1552
 FF1552.Superseded values are not recommended for survey control.
 FF1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1552.See file dsdata.txt to determine how the superseded data were derived.
 FF1552
 FF1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV090510(NAD 83)
 FF1552_MARKER: DR = REFERENCE MARK DISK
 FF1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1552+STABILITY: SURFACE MOTION
 FF1552
 FF1552  HISTORY     - Date     Condition        Report By
 FF1552  HISTORY     - 1934     MONUMENTED       CGS
 FF1552  HISTORY     - 1967     GOOD             CGS
 FF1552
 FF1552                          STATION DESCRIPTION
 FF1552
 FF1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1552'0.2 MI NE FROM ALMOND.
 FF1552'FROM THE VILLAGE OF ALMOND, GO NORTHEAST ON STATE HIGHWAY FOR
 FF1552'0.15 MILE TO THE STATION ON THE RIGHT.  IT IS 40 FEET SOUTHEAST
 FF1552'OF THE CENTER OF STATE HIGHWAY 25, 3 FEET NORTHWEST OF A FENCE
 FF1552'AN 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1554 ***********************************************************************
 FF1554  DESIGNATION -  ALMOND RM 2
 FF1554  PID         -  FF1554
 FF1554  STATE/COUNTY-  AR/CLEBURNE
 FF1554  USGS QUAD   -  CONCORD (1973)
 FF1554
 FF1554                         *CURRENT SURVEY CONTROL
 FF1554  ___________________________________________________________________
 FF1554* NAD 83(1986)-  35 41 50.     (N)    091 47 42.     (W)     SCALED    
 FF1554* NAVD 88     -       367.505  (meters)    1205.72   (feet)  ADJUSTED  
 FF1554  ___________________________________________________________________
 FF1554  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1554  DYNAMIC HT  -         367.172 (meters)    1204.63  (feet)  COMP
 FF1554  MODELED GRAV-     979,713.8   (mgal)                       NAVD 88
 FF1554
 FF1554  VERT ORDER  -  SECOND    CLASS 0
 FF1554
 FF1554.The horizontal coordinates were scaled from a topographic map and have
 FF1554.an estimated accuracy of +/- 6 seconds.
 FF1554
 FF1554.The orthometric height was determined by differential leveling
 FF1554.and adjusted by the National Geodetic Survey in June 1991..
 FF1554
 FF1554.The geoid height was determined by GEOID03.
 FF1554
 FF1554.The dynamic height is computed by dividing the NAVD 88
 FF1554.geopotential number by the normal gravity value computed on the
 FF1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1554.degrees latitude (g = 980.6199 gals.).
 FF1554
 FF1554.The modeled gravity was interpolated from observed gravity values.
 FF1554
 FF1554;                    North         East    Units  Estimated Accuracy
 FF1554;SPC AR N     -   151,330.      418,550.      MT  (+/- 180 meters Scaled)
 FF1554
 FF1554                          SUPERSEDED SURVEY CONTROL
 FF1554
 FF1554  NGVD 29 (??/??/??)  367.424  (m)         1205.46   (f) ADJUSTED    2 0
 FF1554
 FF1554.Superseded values are not recommended for survey control.
 FF1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1554.See file dsdata.txt to determine how the superseded data were derived.
 FF1554
 FF1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV090510(NAD 83)
 FF1554_MARKER: DR = REFERENCE MARK DISK
 FF1554_SETTING: 0 = UNSPECIFIED SETTING
 FF1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1554
 FF1554  HISTORY     - Date     Condition        Report By
 FF1554  HISTORY     - 1934     MONUMENTED       CGS
 FF1554  HISTORY     - 1967     GOOD             CGS
 FF1554
 FF1554                          STATION DESCRIPTION
 FF1554
 FF1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1554'0.2 MI NE FROM ALMOND.
 FF1554'FROM THE VILLAGE OF ALMOND, GO NORTHEAST ON STATE HIGHWAY 25
 FF1554'FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS 39 FEET SOUTHEAST
 FF1554'OF THE CENTER OF STATE HIGHWAY 25, 3 FEET NORTHWEST OF A FENCE
 FF1554'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0119 ***********************************************************************
 EJ0119  DESIGNATION -  ALMS
 EJ0119  PID         -  EJ0119
 EJ0119  STATE/COUNTY-  AR/PULASKI
 EJ0119  USGS QUAD   -  SWEET HOME (1986)
 EJ0119
 EJ0119                         *CURRENT SURVEY CONTROL
 EJ0119  ___________________________________________________________________
 EJ0119* NAD 83(1986)-  34 42 14.     (N)    092 13 48.     (W)     SCALED    
 EJ0119* NAVD 88     -        86.529  (meters)     283.89   (feet)  ADJUSTED  
 EJ0119  ___________________________________________________________________
 EJ0119  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EJ0119  DYNAMIC HT  -          86.448 (meters)     283.62  (feet)  COMP
 EJ0119  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 EJ0119
 EJ0119  VERT ORDER  -  FIRST     CLASS II
 EJ0119
 EJ0119.The horizontal coordinates were scaled from a topographic map and have
 EJ0119.an estimated accuracy of +/- 6 seconds.
 EJ0119
 EJ0119.The orthometric height was determined by differential leveling
 EJ0119.and adjusted by the National Geodetic Survey in June 1991..
 EJ0119
 EJ0119.The geoid height was determined by GEOID03.
 EJ0119
 EJ0119.The dynamic height is computed by dividing the NAVD 88
 EJ0119.geopotential number by the normal gravity value computed on the
 EJ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0119.degrees latitude (g = 980.6199 gals.).
 EJ0119
 EJ0119.The modeled gravity was interpolated from observed gravity values.
 EJ0119
 EJ0119;                    North         East    Units  Estimated Accuracy
 EJ0119;SPC AR S     -   625,980.      378,930.      MT  (+/- 180 meters Scaled)
 EJ0119
 EJ0119                          SUPERSEDED SURVEY CONTROL
 EJ0119
 EJ0119  NGVD 29 (??/??/92)   86.581  (m)          284.06   (f) ADJ UNCH    1 2
 EJ0119
 EJ0119.Superseded values are not recommended for survey control.
 EJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0119.See file dsdata.txt to determine how the superseded data were derived.
 EJ0119
 EJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU705404(NAD 83)
 EJ0119_MARKER: DB = BENCH MARK DISK
 EJ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0119_STAMPING: ALMS 1934
 EJ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0119+STABILITY: SURFACE MOTION
 EJ0119
 EJ0119  HISTORY     - Date     Condition        Report By
 EJ0119  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0119  HISTORY     - 1955     GOOD             NGS
 EJ0119  HISTORY     - 1962     GOOD             NGS
 EJ0119  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0119
 EJ0119                          STATION DESCRIPTION
 EJ0119
 EJ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0119'1.3 MI N FROM SWEET HOME.
 EJ0119'1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0119'AT SWEET HOME, PULASKI COUNTY, 75 FEET SOUTH OF POLE 350+13, 47 FEET
 EJ0119'EAST OF THE EAST RAIL, AND 36.7 FEET WEST OF A 16-INCH ELM TREE.  A
 EJ0119'STATE SURVEY STANDARD DISK, STAMPED ALMS 1934 AND SET IN THE TOP OF A
 EJ0119'CONCRETE POST.
 EJ0119
 EJ0119                          STATION RECOVERY (1962)
 EJ0119
 EJ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ0119'RECOVERED IN GOOD CONDITION.
 EJ0119
 EJ0119                          STATION RECOVERY (1984)
 EJ0119
 EJ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0119'NOT RECOVERED, MEASUREMENTS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3098 ***********************************************************************
 EH3098  DESIGNATION -  ALMYPORT
 EH3098  PID         -  EH3098
 EH3098  STATE/COUNTY-  AR/ARKANSAS
 EH3098  USGS QUAD   -  ALMYRA (1968)
 EH3098
 EH3098                         *CURRENT SURVEY CONTROL
 EH3098  ___________________________________________________________________
 EH3098* NAD 83(1997)-  34 24 51.68242(N)    091 27 40.50707(W)     ADJUSTED  
 EH3098* NAVD 88     -        61.8    (meters)     203.     (feet)  VERTCON   
 EH3098  ___________________________________________________________________
 EH3098  X           -    -134,324.626 (meters)                     COMP
 EH3098  Y           -  -5,265,734.877 (meters)                     COMP
 EH3098  Z           -   3,584,478.318 (meters)                     COMP
 EH3098  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EH3098  ELLIP HEIGHT-          35.43  (meters)          (09/24/01) GPS OBS
 EH3098  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH3098
 EH3098  HORZ ORDER  -  FIRST
 EH3098  ELLP ORDER  -  FOURTH    CLASS II
 EH3098
 EH3098.This mark is at Almyra Airport (M73)
 EH3098
 EH3098.The horizontal coordinates were established by GPS observations
 EH3098.and adjusted by the National Geodetic Survey in September 1999..
 EH3098
 EH3098.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3098
 EH3098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3098
 EH3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3098
 EH3098.The ellipsoidal height was determined by GPS observations
 EH3098.and is referenced to NAD 83.
 EH3098
 EH3098.The geoid height was determined by GEOID03.
 EH3098
 EH3098;                    North         East     Units Scale Factor Converg.
 EH3098;SPC AR S     -   593,972.608   449,525.972   MT  0.99994039   +0 18 05.5
 EH3098;SPC AR S     - 1,948,725.13  1,474,819.79   sFT  0.99994039   +0 18 05.5
 EH3098;UTM  15      - 3,809,173.891   641,412.557   MT  0.99984649   +0 52 11.3
 EH3098
 EH3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3098!SPC AR S     -   0.99999444  x   0.99994039  =   0.99993483
 EH3098!UTM  15      -   0.99999444  x   0.99984649  =   0.99984093
 EH3098
 EH3098:                Primary Azimuth Mark                     Grid Az
 EH3098:SPC AR S     -  ALMYPORT AZ MK                           285 27 04.7
 EH3098:UTM  15      -  ALMYPORT AZ MK                           284 52 58.9
 EH3098
 EH3098|---------------------------------------------------------------------|
 EH3098| PID    Reference Object                     Distance      Geod. Az  |
 EH3098|                                                           dddmmss.s |
 EH3098| EH3099 ALMYPORT AZ MK                      APPROX. 0.5 KM 2854510.2 |
 EH3098|---------------------------------------------------------------------|
 EH3098
 EH3098                          SUPERSEDED SURVEY CONTROL
 EH3098
 EH3098  ELLIP H (09/14/99)   35.44   (m)                       GP(       ) 4 1
 EH3098  NAD 83(1986)-  34 24 51.69416(N)    091 27 40.49894(W) AD(       ) 1
 EH3098  NGVD 29 (11/13/90)   61.9    (m)          203.     (f) GPS OBS        
 EH3098
 EH3098.Superseded values are not recommended for survey control.
 EH3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3098.See file dsdata.txt to determine how the superseded data were derived.
 EH3098
 EH3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4141309174(NAD 83)
 EH3098_MARKER: I = METAL ROD
 EH3098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3098_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3098_STAMPING: ALMYPORT 1990
 EH3098_MARK LOGO: NGS   
 EH3098_PROJECTION: FLUSH
 EH3098_MAGNETIC: I = MARKER IS A STEEL ROD
 EH3098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH3098+STABILITY: POSITION/ELEVATION WELL
 EH3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3098+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EH3098_ROD/PIPE-DEPTH: 19.1 meters
 EH3098_SLEEVE-DEPTH  : .93 meters
 EH3098
 EH3098  HISTORY     - Date     Condition        Report By
 EH3098  HISTORY     - 1990     MONUMENTED       NGS
 EH3098  HISTORY     - 19980901 GOOD             NRCS
 EH3098
 EH3098                          STATION DESCRIPTION
 EH3098
 EH3098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EH3098'STATION IS LOCATED ABOUT 17.0 KM (10.6 MI) NORTHWEST OF DE WITT, 12.4
 EH3098'KM (7.7 MI) SOUTHEAST OF STUTTGART, AND 4.6 KM (2.9 MI)
 EH3098'WEST-NORTHWEST OF ALMYRA.  AT THE ALMYRA MUNICIPAL AIRPORT.
 EH3098'OWNERSHIP--CITY OF ALMYRA, P.O.BOX 104, ALMYRA, AR 72160.  AIRPORT
 EH3098'MANAGERS IS MARK HARTZ AND SCOTT GEOTZ, P.O.BOX 104, ALMYRA, AR72160.
 EH3098'PHONE IS 501-992-3386 OR 501-992-3333.
 EH3098'TO REACH FROM THE POST OFFICE IN ALMYRA.  GO WEST ON STATE HIGHWAY 130
 EH3098'SPUR FOR 0.71 KM (0.44 MI) TO A T-JUNCTION.  TURN RIGHT AND GO NORTH
 EH3098'ON STATE HIGHWAY 130 FOR 1.16 KM (0.72 MI) TO A GRAVELED ROAD ON THE
 EH3098'LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 4.43 KM
 EH3098'(2.75 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 EH3098'AIRPORT ENTRANCE ROAD PASSING AIRPORT OFFICE ON THE LEFT, CONTINUE
 EH3098'AHEAD ON A TAXIWAY 0.16 KM (0.10 MI) TO RUNWAY 10-28. TURN LEFT AND
 EH3098'GO SOUTHEASTERLY ALONG THE RUNWAY FOR 0.36 KM (0.22 MI) TO THE
 EH3098'STATION ON THE LEFT.
 EH3098'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EH3098'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, SET 42.3 M
 EH3098'(138.8 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF RUNWAY END 28,
 EH3098'39.5 M (129.6 FT) NORTH-NORTHEAST OF THE RUNWAY CENTERLINE, 1.1 M
 EH3098'(3.6 FT) SOUTH OF A CARSONITE WITNESS POST.
 EH3098'DESCRIBED BY R.D.BALL.
 EH3098
 EH3098                          STATION RECOVERY (1998)
 EH3098
 EH3098'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3098'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3099 ***********************************************************************
 EH3099  HT_MOD      -  This is a Height Modernization Survey Station.
 EH3099  CBN         -  This is a Cooperative Base Network Control Station.
 EH3099  PACS        -  This is a Primary Airport Control Station.
 EH3099  DESIGNATION -  ALMYPORT AZ MK
 EH3099  PID         -  EH3099
 EH3099  STATE/COUNTY-  AR/ARKANSAS
 EH3099  USGS QUAD   -  ALMYRA (1968)
 EH3099
 EH3099                         *CURRENT SURVEY CONTROL
 EH3099  ___________________________________________________________________
 EH3099* NAD 83(1997)-  34 24 56.22691(N)    091 27 59.94859(W)     ADJUSTED  
 EH3099* NAVD 88     -        63.31   (meters)     207.7    (feet)  GPS OBS   
 EH3099  ___________________________________________________________________
 EH3099  X           -    -134,818.951 (meters)                     COMP
 EH3099  Y           -  -5,265,644.187 (meters)                     COMP
 EH3099  Z           -   3,584,594.604 (meters)                     COMP
 EH3099  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 EH3099  ELLIP HEIGHT-          36.78  (meters)          (08/06/02) GPS OBS
 EH3099  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH3099
 EH3099  HORZ ORDER  -  A
 EH3099  ELLP ORDER  -  SECOND    CLASS II
 EH3099
 EH3099.This mark is at Almyra Airport (M73)
 EH3099
 EH3099.The horizontal coordinates were established by GPS observations
 EH3099.and adjusted by the National Geodetic Survey in August 2002..
 EH3099
 EH3099.The orthometric height was determined by GPS observations and a
 EH3099.high-resolution geoid model.
 EH3099
 EH3099.GPS derived orthometric heights for airport stations designated as
 EH3099.PACS or SACS are published to 2 decimal places.  This maintains
 EH3099.centimeter relative accuracy between the PACS and SACS.  It does
 EH3099.not indicate centimeter accuracy relative to other marks which are
 EH3099.part of the NAVD 88 network.
 EH3099
 EH3099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3099
 EH3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3099
 EH3099.The ellipsoidal height was determined by GPS observations
 EH3099.and is referenced to NAD 83.
 EH3099
 EH3099.The geoid height was determined by GEOID03.
 EH3099
 EH3099;                    North         East     Units Scale Factor Converg.
 EH3099;SPC AR S     -   594,110.031   449,028.798   MT  0.99994053   +0 17 54.6
 EH3099;SPC AR S     - 1,949,175.99  1,473,188.65   sFT  0.99994053   +0 17 54.6
 EH3099;UTM  15      - 3,809,306.365   640,914.092   MT  0.99984476   +0 52 00.4
 EH3099
 EH3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3099!SPC AR S     -   0.99999423  x   0.99994053  =   0.99993476
 EH3099!UTM  15      -   0.99999423  x   0.99984476  =   0.99983899
 EH3099
 EH3099:                Primary Azimuth Mark                     Grid Az
 EH3099:SPC AR S     -  ALMYPORT                                 105 27 04.6
 EH3099:UTM  15      -  ALMYPORT                                 104 52 58.8
 EH3099
 EH3099|---------------------------------------------------------------------|
 EH3099| PID    Reference Object                     Distance      Geod. Az  |
 EH3099|                                                           dddmmss.s |
 EH3099| EH3098 ALMYPORT                            APPROX. 0.5 KM 1054459.2 |
 EH3099|---------------------------------------------------------------------|
 EH3099
 EH3099                          SUPERSEDED SURVEY CONTROL
 EH3099
 EH3099  ELLIP H (07/20/01)   36.78   (m)                       GP(       ) 4 1
 EH3099  NAD 83(1997)-  34 24 56.22707(N)    091 27 59.94938(W) AD(       ) B
 EH3099  ELLIP H (09/19/97)   36.80   (m)                       GP(       ) 4 1
 EH3099  NAD 83(1986)-  34 24 56.23885(N)    091 27 59.94126(W) AD(       ) 1
 EH3099  NGVD 29 (11/13/90)   63.2    (m)          207.     (f) GPS OBS        
 EH3099
 EH3099.Superseded values are not recommended for survey control.
 EH3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3099.See file dsdata.txt to determine how the superseded data were derived.
 EH3099
 EH3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4091409306(NAD 83)
 EH3099_MARKER: I = METAL ROD
 EH3099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3099_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3099_STAMPING: ALMYPORT AZ MK 1990
 EH3099_MARK LOGO: NGS   
 EH3099_PROJECTION: FLUSH
 EH3099_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3099+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 EH3099_ROD/PIPE-DEPTH: 7.65 meters
 EH3099_SLEEVE-DEPTH  : 0.93 meters
 EH3099
 EH3099  HISTORY     - Date     Condition        Report By
 EH3099  HISTORY     - 1990     MONUMENTED       NGS
 EH3099  HISTORY     - 19970123 GOOD             NGS
 EH3099  HISTORY     - 20000125 GOOD             NGS
 EH3099  HISTORY     - 20020409 GOOD             USACE
 EH3099  HISTORY     - 20020421 GOOD             EMCINC
 EH3099  HISTORY     - 20041115 GOOD             WOOLPT
 EH3099
 EH3099                          STATION DESCRIPTION
 EH3099
 EH3099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EH3099'STATION IS LOCATED ABOUT 17.0 KM (10.6 MI) NORTHWEST OF DE WITT, 12.4
 EH3099'KM (7.7 MI) SOUTHEAST OF STUTTGART, AND 4.6 KM (2.9 MI)
 EH3099'WEST-NORTHWEST OF ALMYRA.  AT THE ALMYRA MUNICIPAL AIRPORT.
 EH3099'OWNERSHIP--CITY OF ALMYRA, P.O.BOX 104, ALMYRA, AR 72160.  AIRPORT
 EH3099'MANAGERS IS MARK HARTZ AND SCOTT GEOTZ, P.O.BOX 104, ALMYRA, AR
 EH3099'72160. PHONE IS 501-992-3386 OR 501-992-3333.
 EH3099'TO REACH FROM THE POST OFFICE IN ALMYRA.  GO WEST ON STATE HIGHWAY 130
 EH3099'SPUR FOR 0.71 KM (0.44 MI) TO A T-JUNCTION.  TURN RIGHT AND GO NORTH
 EH3099'ON STATE HIGHWAY 130 FOR 1.16 KM (0.72 MI) TO A GRAVELED ROAD ON THE
 EH3099'LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 4.43 KM
 EH3099'(2.75 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 EH3099'AIRPORT ENTRANCE ROAD PASSING AIRPORT OFFICE ON THE LEFT, AND A FORK
 EH3099'IN THE TAXIWAY.  BEAR RIGHT AND GO ALONG A TAXIWAY FOR 0.16 KM
 EH3099'(0.10 MI) TO THE STATION ON THE RIGHT.
 EH3099'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EH3099'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, SET 17.8 M
 EH3099'(58.4 FT) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE TAXIWAY,
 EH3099'14.3 M (46.9 FT) EAST-NORTHEAST OF A TAXIWAY LIGHT, 3.0 M (9.8 FT)
 EH3099'NORTHEAST OF THE CENTER OF THE EAST END OF A METAL CULVERT WITH A
 EH3099'CARSONITE WITNESS POST.
 EH3099'DESCRIBED BY R.D.BALL.
 EH3099
 EH3099                          STATION RECOVERY (1997)
 EH3099
 EH3099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EH3099'THE STATION IS LOCATED ABOUT 17 KM (10.55 MI) NORTHWEST OF DEWITT, 12
 EH3099'KM (7.45 MI) SOUTHEAST OF STUTTGART, 5 KM (3.10 MI) WEST-NORTHWEST OF
 EH3099'ALMYRA, AT THE ALMYRA MUNICIPAL AIRPORT, IN THE NORTHWEST AREA OF THE
 EH3099'AIRFIELD, BETWEEN THE WINDSOCK AND A TAXIWAY LEADING TO RUNWAY END 17.
 EH3099'OWNERSHIP--CITY OF ALMYRA, PO BOX 104, ALMYRA AR 72160.  AIRPORT
 EH3099'MANAGERS ARE MARK HARTZ AND SCOTT GEOTZ, PO BOX 104, ALMYRA AR 72160,
 EH3099'PHONE 501-992-3386 OR 992-3333.  TO REACH THE STATION FROM THE
 EH3099'JUNCTION OF STATE HIGHWAYS 130 AND SPUR 130 (WEST MAIN) ON THE WEST
 EH3099'SIDE OF ALMYRA, GO NORTH ON HIGHWAY 130 FOR 1.03 KM (0.65 MI) TO
 EH3099'COUNTY HIGHWAY 980 (ALMYRA AIRPORT ROAD).  TURN LEFT, WEST ON THE
 EH3099'PAVED ROAD FOR 4.43 KM (2.75 MI) TO THE PAVED AIRPORT ENTRANCE ON THE
 EH3099'LEFT.  TURN LEFT, SOUTH ON THE ROAD PASSING THE AIRPORT OFFICE FOR
 EH3099'0.08 KM (0.05 MI) TO THE SOUTH SIDE OF THE APRON AND THE Y-JUNCTION OF
 EH3099'TWO TAXIS.  TURN RIGHT, SOUTHWEST, THEN NORTHWEST ALONG THE TAXI FOR
 EH3099'0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 EH3099'HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM
 EH3099'GREASE-FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 EH3099'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 64.1
 EH3099'M (210.3 FT) EAST-SOUTHEAST OF THE EAST 1 OF 3 THRESHOLD LIGHTS FOR
 EH3099'RUNWAY END 17, 56.7 M (186.0 FT) SOUTHWEST OF THE CENTER OF THE
 EH3099'WINDSOCK, 40.5 M (132.9 FT) NORTH-NORTHEAST OF THE CENTER OF RUNWAY
 EH3099'10-28, 10.1 M (33.1 FT) NORTH-NORTHEAST OF THE NORTHEAST EDGE OF THE
 EH3099'TAXIWAY AND 2.8 M (9.2 FT) NORTHEAST OF A PLASTIC WITNESS POST AT THE
 EH3099'EAST END OF A STEEL CULVERT.  NOTE--THE ACCESS COVER HAS BEEN REMOVED
 EH3099'BUT THE LOGO CAP, CONCRETE, ROD AND SLEEVE ARE IN GOOD CONDITION. THIS
 EH3099'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 EH3099'CONTROL STATION.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR
 EH3099'A CLASS A ROD MARK.
 EH3099
 EH3099                          STATION RECOVERY (2000)
 EH3099
 EH3099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 EH3099'RECOVERED AS DESCRIBED.
 EH3099
 EH3099                          STATION RECOVERY (2002)
 EH3099
 EH3099'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EH3099'RECOVERED IN GOOD CONDITION.
 EH3099
 EH3099                          STATION RECOVERY (2002)
 EH3099
 EH3099'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 EH3099'FOUND AS DESCRIBED.
 EH3099'
 EH3099
 EH3099                          STATION RECOVERY (2004)
 EH3099
 EH3099'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 EH3099'THIS STATION HAS BEEN RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EH3099'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2983 ***********************************************************************
 EH2983  DESIGNATION -  ALMYRA
 EH2983  PID         -  EH2983
 EH2983  STATE/COUNTY-  AR/ARKANSAS
 EH2983  USGS QUAD   -  ALMYRA (1968)
 EH2983
 EH2983                         *CURRENT SURVEY CONTROL
 EH2983  ___________________________________________________________________
 EH2983* NAD 83(1997)-  34 24 49.67744(N)    091 27 41.13887(W)     ADJUSTED  
 EH2983* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2983  ___________________________________________________________________
 EH2983  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EH2983  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH2983
 EH2983  HORZ ORDER  -  THIRD
 EH2983
 EH2983.This mark is at Almyra Airport (M73)
 EH2983
 EH2983.The horizontal coordinates were established by classical geodetic methods
 EH2983.and adjusted by the National Geodetic Survey in September 1999..
 EH2983
 EH2983.The orthometric height was scaled from a topographic map.
 EH2983
 EH2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2983
 EH2983.The geoid height was determined by GEOID03.
 EH2983
 EH2983;                    North         East     Units Scale Factor Converg.
 EH2983;SPC AR S     -   593,910.746   449,510.164   MT  0.99994032   +0 18 05.2
 EH2983;SPC AR S     - 1,948,522.17  1,474,767.93   sFT  0.99994032   +0 18 05.2
 EH2983;UTM  15      - 3,809,111.882   641,397.365   MT  0.99984644   +0 52 10.9
 EH2983
 EH2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2983!SPC AR S     -   0.99999444  x   0.99994032  =   0.99993476
 EH2983!UTM  15      -   0.99999444  x   0.99984644  =   0.99984088
 EH2983
 EH2983|---------------------------------------------------------------------|
 EH2983| PID    Reference Object                     Distance      Geod. Az  |
 EH2983|                                                           dddmmss.s |
 EH2983| CY5146 ALMYRA RM 1                          22.202 METERS 09345     |
 EH2983| CY5147 ALMYRA RM 2                          18.230 METERS 31307     |
 EH2983| EH3056 GART                                APPROX.13.0 KM 3253743.2 |
 EH2983|---------------------------------------------------------------------|
 EH2983
 EH2983                          SUPERSEDED SURVEY CONTROL
 EH2983
 EH2983  NAD 83(1986)-  34 24 49.68465(N)    091 27 41.13378(W) AD(       ) 3
 EH2983  NAD 27      -  34 24 49.32548(N)    091 27 40.68438(W) AD(       ) 3
 EH2983
 EH2983.Superseded values are not recommended for survey control.
 EH2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2983.See file dsdata.txt to determine how the superseded data were derived.
 EH2983
 EH2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4139709112(NAD 83)
 EH2983_MARKER: DS = TRIANGULATION STATION DISK
 EH2983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2983_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2983
 EH2983  HISTORY     - Date     Condition        Report By
 EH2983  HISTORY     - 1965     MONUMENTED       CGS
 EH2983
 EH2983                          STATION DESCRIPTION
 EH2983
 EH2983'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2983'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF STUTTGART,
 EH2983'3 MILES WEST-NORTHWEST OF ALMYRA AND AT THE ALMYRA MUNICIPAL
 EH2983'AIRPORT.
 EH2983'
 EH2983'STATION MARKS ARE STANDARD DISKS STAMPED ALMYRA 1965.  THE
 EH2983'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH2983'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 120 FEET SOUTHWEST
 EH2983'OF THE CENTER OF THE EAST END OF THE EAST-WEST RUNWAY AND
 EH2983'83 FEET SOUTH OF THE CENTER OF THE EAST-WEST RUNWAY.  THE
 EH2983'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH2983'42 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2983'
 EH2983'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALMYRA NO
 EH2983'1 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2983'WITH THE SURFACE OF THE GROUND.  IT IS 71 FEET SOUTH OF
 EH2983'THE CENTER OF THE EAST END OF THE EAST-WEST RUNWAY AND 7
 EH2983'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE TURN-AROUND
 EH2983'FOR AIRPLANES.
 EH2983'
 EH2983'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALMYRA NO
 EH2983'2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2983'WITH THE SURFACE OF THE GROUND.  IT IS 55 FEET SOUTH OF
 EH2983'THE CENTER OF THE EAST-WEST RUNWAY.
 EH2983'
 EH2983'BENCH MARK F 115, A STANDARD COAST AND GEODETIC SURVEY BENCH
 EH2983'MARK STAMPED F 115 1954, IS SET IN A ROUND CONCRETE MONUMENT
 EH2983'WHICH PROJECTS 1 INCHE.  IT IS 47 FEET SOUTH OF THE CENTERLINE
 EH2983'OF THE MAIN EAST-WEST GRAVEL ROAD AND 25 FEET EAST OF THE
 EH2983'CENTERLINE OF THE ENTRANCE TO THE AIRPORT.  THIS MARK WAS
 EH2983'USED AS THE AZIMUTH MARK.
 EH2983'
 EH2983'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2983'
 EH2983'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2982 ***********************************************************************
 EH2982  DESIGNATION -  ALMYRA MUNICIPAL TANK
 EH2982  PID         -  EH2982
 EH2982  STATE/COUNTY-  AR/ARKANSAS
 EH2982  USGS QUAD   -  ALMYRA (1968)
 EH2982
 EH2982                         *CURRENT SURVEY CONTROL
 EH2982  ___________________________________________________________________
 EH2982* NAD 83(1997)-  34 24 20.85414(N)    091 24 37.79533(W)     ADJUSTED  
 EH2982* NAVD 88     -                                                        
 EH2982  ___________________________________________________________________
 EH2982  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EH2982  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH2982
 EH2982  HORZ ORDER  -  THIRD
 EH2982
 EH2982.The horizontal coordinates were established by classical geodetic methods
 EH2982.and adjusted by the National Geodetic Survey in September 1999..
 EH2982
 EH2982
 EH2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2982
 EH2982.The geoid height was determined by GEOID03.
 EH2982
 EH2982;                    North         East     Units Scale Factor Converg.
 EH2982;SPC AR S     -   593,048.453   454,197.033   MT  0.99993941   +0 19 47.8
 EH2982;SPC AR S     - 1,945,693.13  1,490,144.77   sFT  0.99993941   +0 19 47.8
 EH2982;UTM  15      - 3,808,296.189   646,092.156   MT  0.99986308   +0 53 53.9
 EH2982
 EH2982                          SUPERSEDED SURVEY CONTROL
 EH2982
 EH2982  NAD 83(1986)-  34 24 20.86154(N)    091 24 37.79040(W) AD(       ) 4
 EH2982  NAD 27      -  34 24 20.50867(N)    091 24 37.34334(W) AD(       ) 3
 EH2982
 EH2982.Superseded values are not recommended for survey control.
 EH2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2982.See file dsdata.txt to determine how the superseded data were derived.
 EH2982
 EH2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4609208296(NAD 83)
 EH2982_MARKER: 53 = ELEVATED TANK
 EH2982
 EH2982  HISTORY     - Date     Condition        Report By
 EH2982  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2982
 EH2982                          STATION DESCRIPTION
 EH2982
 EH2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2982'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EH2982'ABOUT 8 MILES NORTHWEST OF DEWITT, ABOUT 100 FEET SOUTHEAST
 EH2982'OF THE POST OFFICE IN THE SMALL VILLAGE OF ALMYRA.  IT IS
 EH2982'A 4 LEGGED STEEL TANK PAINTED SILVER.  THE OVERALL HEIGHT
 EH2982'IS 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0118 ***********************************************************************
 EJ0118  DESIGNATION -  ALOE
 EJ0118  PID         -  EJ0118
 EJ0118  STATE/COUNTY-  AR/PULASKI
 EJ0118  USGS QUAD   -  SWEET HOME (1986)
 EJ0118
 EJ0118                         *CURRENT SURVEY CONTROL
 EJ0118  ___________________________________________________________________
 EJ0118* NAD 83(1986)-  34 41 35.     (N)    092 14 10.     (W)     SCALED    
 EJ0118* NAVD 88     -        80.859  (meters)     265.28   (feet)  ADJUSTED  
 EJ0118  ___________________________________________________________________
 EJ0118  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EJ0118  DYNAMIC HT  -          80.783 (meters)     265.04  (feet)  COMP
 EJ0118  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 EJ0118
 EJ0118  VERT ORDER  -  FIRST     CLASS II
 EJ0118
 EJ0118.The horizontal coordinates were scaled from a topographic map and have
 EJ0118.an estimated accuracy of +/- 6 seconds.
 EJ0118
 EJ0118.The orthometric height was determined by differential leveling
 EJ0118.and adjusted by the National Geodetic Survey in June 1991..
 EJ0118
 EJ0118.The geoid height was determined by GEOID03.
 EJ0118
 EJ0118.The dynamic height is computed by dividing the NAVD 88
 EJ0118.geopotential number by the normal gravity value computed on the
 EJ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0118.degrees latitude (g = 980.6199 gals.).
 EJ0118
 EJ0118.The modeled gravity was interpolated from observed gravity values.
 EJ0118
 EJ0118;                    North         East    Units  Estimated Accuracy
 EJ0118;SPC AR S     -   624,780.      378,370.      MT  (+/- 180 meters Scaled)
 EJ0118
 EJ0118                          SUPERSEDED SURVEY CONTROL
 EJ0118
 EJ0118  NGVD 29 (??/??/92)   80.912  (m)          265.46   (f) ADJ UNCH    1 2
 EJ0118
 EJ0118.Superseded values are not recommended for survey control.
 EJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0118.See file dsdata.txt to determine how the superseded data were derived.
 EJ0118
 EJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU699392(NAD 83)
 EJ0118_MARKER: DB = BENCH MARK DISK
 EJ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0118_STAMPING: ALOE 1934
 EJ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0118+STABILITY: SURFACE MOTION
 EJ0118
 EJ0118  HISTORY     - Date     Condition        Report By
 EJ0118  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0118  HISTORY     - 1955     GOOD             NGS
 EJ0118  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0118  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0118
 EJ0118                          STATION DESCRIPTION
 EJ0118
 EJ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0118'0.5 MI N FROM SWEET HOME.
 EJ0118'0.5 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 EJ0118'SWEET HOME, PULASKI COUNTY, 78 FEET WEST OF POLE 351+05, 68 FEET
 EJ0118'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ALUMINUM CORP. OF AMERICA
 EJ0118'BAUXITE BUILDING 207, AND 36.5 FEET WEST OF THE WEST RAIL.  A STATE
 EJ0118'SURVEY STANDARD DISK, STAMPED ALOE 1934 AND SET IN THE TOP OF A
 EJ0118'CONCRETE POST.
 EJ0118
 EJ0118                          STATION RECOVERY (1960)
 EJ0118
 EJ0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0118'MARK NOT FOUND.
 EJ0118
 EJ0118                          STATION RECOVERY (1984)
 EJ0118
 EJ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0118'NOT RECOVERED THIS DATE, DESCRIPTION NOT ADEQUATE, NO MEASUREMENTS
 EJ0118'REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1880 ***********************************************************************
 FF1880  DESIGNATION -  ALONZO
 FF1880  PID         -  FF1880
 FF1880  STATE/COUNTY-  AR/INDEPENDENCE
 FF1880  USGS QUAD   -  PLEASANT PLAINS (1980)
 FF1880
 FF1880                         *CURRENT SURVEY CONTROL
 FF1880  ___________________________________________________________________
 FF1880* NAD 83(1997)-  35 33 20.89370(N)    091 41 52.30237(W)     ADJUSTED  
 FF1880* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 FF1880  ___________________________________________________________________
 FF1880  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FF1880  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1880
 FF1880  HORZ ORDER  -  THIRD
 FF1880
 FF1880.The horizontal coordinates were established by classical geodetic methods
 FF1880.and adjusted by the National Geodetic Survey in September 1999..
 FF1880
 FF1880.The orthometric height was scaled from a topographic map.
 FF1880
 FF1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1880
 FF1880.The geoid height was determined by GEOID03.
 FF1880
 FF1880;                    North         East     Units Scale Factor Converg.
 FF1880;SPC AR N     -   135,664.625   427,392.051   MT  0.99993606   +0 10 32.9
 FF1880;SPC AR N     -   445,093.02  1,402,202.09   sFT  0.99993606   +0 10 32.9
 FF1880;UTM  15      - 3,935,462.325   618,016.536   MT  0.99977163   +0 45 26.2
 FF1880
 FF1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1880!SPC AR N     -   0.99996472  x   0.99993606  =   0.99990078
 FF1880!UTM  15      -   0.99996472  x   0.99977163  =   0.99973636
 FF1880
 FF1880|---------------------------------------------------------------------|
 FF1880| PID    Reference Object                     Distance      Geod. Az  |
 FF1880|                                                           dddmmss.s |
 FF1880| CI0041 ALONZO RM 1                          22.393 METERS 07640     |
 FF1880| CI0042 ALONZO RM 2                          20.900 METERS 15609     |
 FF1880| CI0040 ALONZO AZ MK                                       3545601.2 |
 FF1880|---------------------------------------------------------------------|
 FF1880
 FF1880                          SUPERSEDED SURVEY CONTROL
 FF1880
 FF1880  NAD 83(1986)-  35 33 20.90561(N)    091 41 52.30210(W) AD(       ) 3
 FF1880  NAD 27      -  35 33 20.62100(N)    091 41 51.80100(W) AD(       ) 3
 FF1880
 FF1880.Superseded values are not recommended for survey control.
 FF1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1880.See file dsdata.txt to determine how the superseded data were derived.
 FF1880
 FF1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1801735462(NAD 83)
 FF1880_MARKER: DS = TRIANGULATION STATION DISK
 FF1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1880
 FF1880  HISTORY     - Date     Condition        Report By
 FF1880  HISTORY     - 1954     MONUMENTED       CGS
 FF1880
 FF1880                          STATION DESCRIPTION
 FF1880
 FF1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1880'THE STATION IS ABOUT 10 MILES NORTHEAST OF THE LITTLE RED
 FF1880'RIVER, 4 MILES SOUTHEAST OF FLORAL, 92 FEET NORTHEAST OF THE
 FF1880'NORTHEAST CORNER OF A FARMHOUSE, 57 FEET WEST OF A GRAVEL ROAD,
 FF1880'52 FEET SOUTH-SOUTHWEST OF A 36-INCH OAK TREE, 29 FEET NORTH
 FF1880'OF THE NORTH POST OF A BOARD GATE AND 10.3 FEET WEST OF A
 FF1880'CREOSOTED BLACK 4-INCH IN DIAMETER REFERENCE POST.
 FF1880'
 FF1880'TO REACH THE STATION FROM THE POST OFFICE IN FLORAL, GO EAST
 FF1880'AND SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 3.7 MILES TO A
 FF1880'SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON A GRAVEL
 FF1880'ROAD 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH
 FF1880'FOR 0.25 MILE TO THE STATION MARK ON THE RIGHT AS DESCRIBED.
 FF1880'
 FF1880'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1880'ALONZO 1954.
 FF1880'
 FF1880'REFERENCE MARK NO. 1 IS 14 FEET EAST OF THE GRAVEL ROAD AND
 FF1880'1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND
 FF1880'THE DISK IS STAMPED ALONZO NO 1 1954.
 FF1880'
 FF1880'REFERENCE MARK NO. 2 IS 30 FEET SOUTHEAST OF THE SOUTH POST
 FF1880'OF THE BOARD GATE AND 23 FEET WEST OF THE GRAVEL ROAD.  THE
 FF1880'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED ALONZO NO 2 1954.
 FF1880'
 FF1880'THE AZIMUTH MARK IS 17 FEET SOUTH OF THE SOUTH POST OF A WIRE
 FF1880'GATE, 16 FEET EAST OF THE GRAVEL ROAD, 11 FEET NORTH OF A
 FF1880'POWER-LINE POLE AND 2 FEET NORTHEAST OF A BLACK CREOSOTED
 FF1880'4-INCH IN DIAMETER REFERENCE POST.  THE MARK PROJECTS 3
 FF1880'INCHES AND THE DISK IS STAMPED ALONZO 1954.
 FF1880'
 FF1880'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0827 ***********************************************************************
 GF0827  DESIGNATION -  ALPENA
 GF0827  PID         -  GF0827
 GF0827  STATE/COUNTY-  AR/CARROLL
 GF0827  USGS QUAD   -  ALPENA (1972)
 GF0827
 GF0827                         *CURRENT SURVEY CONTROL
 GF0827  ___________________________________________________________________
 GF0827* NAD 83(1997)-  36 18 53.93081(N)    093 18 21.89111(W)     ADJUSTED  
 GF0827* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 GF0827  ___________________________________________________________________
 GF0827  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GF0827  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GF0827
 GF0827  HORZ ORDER  -  THIRD
 GF0827
 GF0827.The horizontal coordinates were established by classical geodetic methods
 GF0827.and adjusted by the National Geodetic Survey in September 1999..
 GF0827
 GF0827.The orthometric height was scaled from a topographic map.
 GF0827
 GF0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0827
 GF0827.The geoid height was determined by GEOID03.
 GF0827
 GF0827;                    North         East     Units Scale Factor Converg.
 GF0827;SPC AR N     -   220,633.921   282,710.429   MT  1.00001716   -0 45 36.0
 GF0827;SPC AR N     -   723,863.12    927,525.80   sFT  1.00001716   -0 45 36.0
 GF0827;UTM  15      - 4,018,928.810   472,523.737   MT  0.99960930   -0 10 52.6
 GF0827
 GF0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0827!SPC AR N     -   0.99993788  x   1.00001716  =   0.99995504
 GF0827!UTM  15      -   0.99993788  x   0.99960930  =   0.99954720
 GF0827
 GF0827|---------------------------------------------------------------------|
 GF0827| PID    Reference Object                     Distance      Geod. Az  |
 GF0827|                                                           dddmmss.s |
 GF0827| CI0044 ALPENA RM 1                          15.567 METERS 23617     |
 GF0827| CI0045 ALPENA RM 2                          13.210 METERS 29516     |
 GF0827| CI0043 ALPENA AZ MK                                       3071950.2 |
 GF0827|---------------------------------------------------------------------|
 GF0827
 GF0827                          SUPERSEDED SURVEY CONTROL
 GF0827
 GF0827  NAD 83(1997)-  36 18 53.93821(N)    093 18 21.89286(W) AD(       ) 3
 GF0827  NAD 83(1997)-  36 18 53.94037(N)    093 18 21.88731(W) AD(       ) 3
 GF0827  NAD 83(1986)-  36 18 53.94008(N)    093 18 21.88715(W) AD(       ) 3
 GF0827  NAD 27      -  36 18 53.68980(N)    093 18 21.23160(W) AD(       ) 3
 GF0827
 GF0827.Superseded values are not recommended for survey control.
 GF0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0827.See file dsdata.txt to determine how the superseded data were derived.
 GF0827
 GF0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7252418929(NAD 83)
 GF0827_MARKER: DS = TRIANGULATION STATION DISK
 GF0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0827
 GF0827  HISTORY     - Date     Condition        Report By
 GF0827  HISTORY     - 1961     MONUMENTED       CGS
 GF0827  HISTORY     - 1972     GOOD             NGS
 GF0827
 GF0827                          STATION DESCRIPTION
 GF0827
 GF0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0827'ABOUT 1-1/2 MILES NORTH AND 3/4 MILE WEST OF ALPENA, ABOUT
 GF0827'1/2 MILE WEST OF THE BOONE-CARROLL COUNTY LINE, IN THE
 GF0827'SOUTHEAST 1/4 OF SEC. 10, T. 19 N., R. 22 W., AND ON THE
 GF0827'PROPERTY OF MR. LESTER SANSING.  IT IS 26 FEET NORTH OF A
 GF0827'TWIN TRUNKED CEDAR TREE, 16 FEET EAST OF THE CENTERLINE OF
 GF0827'A GRAVELED ROAD, 8 FEET SOUTHEAST OF A FENCE CORNER AND
 GF0827'6 FEET EAST OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT
 GF0827'PROJECTS 5 INCHES AND THE DISK IS STAMPED ALPENA 1961.
 GF0827'
 GF0827'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 GF0827'HIGHWAY 68 AT THE WEST EDGE OF ALPENA, GO WESTERLY ON HIGHWAY
 GF0827'62 FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 GF0827'NORTHERLY ON A GRAVELED ROAD FOR 0.9 MILE TO A WHITE HOUSE ON
 GF0827'ON THE RIGHT.  CONTINUE NORTHWESTERLY AND NORTHERLY ON THE
 GF0827'GRAVELED ROAD FOR 0.6 MILE TO WHERE THE MAIN ROAD TURNS WEST
 GF0827'AND ANOTHER ROAD CONTINUES NORTH AND THE STATION ON THE RIGHT.
 GF0827'
 GF0827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 GF0827'GRAVELED ROAD FOR 0.15 MILE TO A GATE ON THE RIGHT AND A
 GF0827'TRACK ROAD RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO
 GF0827'NORTH BETWEEN TWO FENCES ON THE TRACK ROAD FOR 0.2 MILE TO
 GF0827'THE AZIMUTH MARK ON THE LEFT.
 GF0827'
 GF0827'REFERENCE MARK 1 IS 45 FEET SOUTHWEST OF THE WITNESS POST,
 GF0827'26 FEET SOUTHWEST OF THE INTERSECTION OF THE ROADS AND 1
 GF0827'FOOT EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES
 GF0827'AND THE DISK IS STAMPED ALPENA NO 1 1961.
 GF0827'
 GF0827'REFERENCE MARK 2 IS 32 FEET NORTHWEST OF THE INTERSECTION
 GF0827'OF THE ROADS, 20 FEET WEST OF A FENCE CORNER AND 1 FOOT
 GF0827'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES AND
 GF0827'THE DISK IS STAMPED ALPENA NO 2 1961.
 GF0827'
 GF0827'THE AZIMUTH MARK IS 34 FEET NORTH OF A T-FENCE CORNER, 14
 GF0827'FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 2 FEET NORTH
 GF0827'OF A WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  THE
 GF0827'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ALPENA
 GF0827'1961.
 GF0827'
 GF0827'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0827
 GF0827                          STATION RECOVERY (1972)
 GF0827
 GF0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0827'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 GF0827'DESCRIPTION AND ROUTE TO REACH THE STATION ARE ADEQUATE FOR
 GF0827'RECOVERY.
 GF0827'
 GF0827'THIS STATION WAS NOT OCCUPIED THIS DATE.
 GF0827'
 GF0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH
 GF0827'AND 3/4 MILE WEST OF ALPENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1372 ***********************************************************************
 DL1372  DESIGNATION -  ALPHIN RESET
 DL1372  PID         -  DL1372
 DL1372  STATE/COUNTY-  AR/UNION
 DL1372  USGS QUAD   -  LISBON (1985)
 DL1372
 DL1372                         *CURRENT SURVEY CONTROL
 DL1372  ___________________________________________________________________
 DL1372* NAD 83(1997)-  33 18 26.40891(N)    092 47 32.38992(W)     ADJUSTED  
 DL1372* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 DL1372  ___________________________________________________________________
 DL1372  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DL1372  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL1372
 DL1372  HORZ ORDER  -  FIRST
 DL1372
 DL1372.The horizontal coordinates were established by classical geodetic methods
 DL1372.and adjusted by the National Geodetic Survey in September 1999..
 DL1372
 DL1372.The orthometric height was scaled from a topographic map.
 DL1372
 DL1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1372
 DL1372.The geoid height was determined by GEOID03.
 DL1372
 DL1372;                    North         East     Units Scale Factor Converg.
 DL1372;SPC AR S     -   471,344.811   326,212.803   MT  0.99999838   -0 26 36.5
 DL1372;SPC AR S     - 1,546,403.77  1,070,249.84   sFT  0.99999838   -0 26 36.5
 DL1372;UTM  15      - 3,685,378.301   519,332.096   MT  0.99960461   +0 06 50.5
 DL1372
 DL1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1372!SPC AR S     -   0.99999220  x   0.99999838  =   0.99999058
 DL1372!UTM  15      -   0.99999220  x   0.99960461  =   0.99959681
 DL1372
 DL1372:                Primary Azimuth Mark                     Grid Az
 DL1372:SPC AR S     -  SMACKOVER MUNICIPAL TANK                 052 59 11.5
 DL1372:UTM  15      -  SMACKOVER MUNICIPAL TANK                 052 25 44.5
 DL1372
 DL1372|---------------------------------------------------------------------|
 DL1372| PID    Reference Object                     Distance      Geod. Az  |
 DL1372|                                                           dddmmss.s |
 DL1372| DL1342 SMACKOVER MUNICIPAL TANK            APPROX. 9.4 KM 0523235.0 |
 DL1372| DL1345 NORPHLET MUNICIPAL TANK             APPROX.11.8 KM 0845020.6 |
 DL1372| CY5149 ALPHIN RM 1                          31.857 METERS 13346     |
 DL1372| CY5151 ALPHIN RM 3                          27.310 METERS 13426     |
 DL1372| CY5150 ALPHIN RM 2                          37.964 METERS 22628     |
 DL1372| CY5152 ALPHIN RM 4                          28.123 METERS 22629     |
 DL1372| CY5148 ALPHIN AZ MK                                       3415105.4 |
 DL1372| DL1371 ELLIOT                              APPROX.18.7 KM 3554157.5 |
 DL1372|---------------------------------------------------------------------|
 DL1372
 DL1372                          SUPERSEDED SURVEY CONTROL
 DL1372
 DL1372  NAD 83(1997)-  33 18 26.41767(N)    092 47 32.38210(W) AD(       ) 1
 DL1372  NAD 83(1986)-  33 18 26.42098(N)    092 47 32.38159(W) AD(       ) 1
 DL1372  NAD 27      -  33 18 25.96700(N)    092 47 31.79700(W) AD(       ) 1
 DL1372
 DL1372.Superseded values are not recommended for survey control.
 DL1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1372.See file dsdata.txt to determine how the superseded data were derived.
 DL1372
 DL1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1933285378(NAD 83)
 DL1372_MARKER: DS = TRIANGULATION STATION DISK
 DL1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1372
 DL1372  HISTORY     - Date     Condition        Report By
 DL1372  HISTORY     - 1941     MONUMENTED       CGS
 DL1372  HISTORY     - 1952     SEE DESCRIPTION  CGS
 DL1372  HISTORY     - 1963     GOOD             CGS
 DL1372  HISTORY     - 1964     GOOD             CGS
 DL1372  HISTORY     - 1981     GOOD             MJH
 DL1372
 DL1372                          STATION DESCRIPTION
 DL1372
 DL1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1372'STATION IS LOCATED ABOUT 6 MILES SOUTH OF SMACKOVER, IN THE
 DL1372'EAST 1/2 OF SEC. 30, T 16 S, R 16 W, ON PROPERTY OWNED BY MR.
 DL1372'SAM ALPHIN.
 DL1372'
 DL1372'TO REACH THE STATION FROM THE GRADE SCHOOL IN SMACKOVER, TAKE THE
 DL1372'GRAVEL ROAD SOUTH, FROM THE WEST SIDE OF THE SCHOOL HOUSE AND
 DL1372'GO 5.55 MILES TO A CROSS ROAD.  TURN RIGHT AND GO 0.25 MILE TO A
 DL1372'DIRT ROAD LEFT INTO WOODS.  TURN SHARP LEFT AND GO 0.1 MILE TO A
 DL1372'DIM TRACK TO THE RIGHT.  TURN RIGHT AND GO 146 FEET TO THE
 DL1372'STATION.
 DL1372'
 DL1372'THE STATION MARK IS STAMPED ALPHIN 1941 AND PROJECTS 10 INCHES.
 DL1372'IT IS 7.5 FEET SOUTH OF A WHITE REFERENCE POST, 37 FEET NORTH OF
 DL1372'A BLAZED 6-INCH PINE TREE, 50 FEET NORTHEAST OF A TRIANGLE BLAZED
 DL1372'6-INCH PINE TREE, 47 FEET EAST OF A BLAZED 5-INCH PINE TREE AND
 DL1372'146 FEET EAST OF A DIRT ROAD.
 DL1372'
 DL1372'R.M. NO. 1 IS STAMPED ALPHIN NO. 1 1941 AND PROJECTS 6 INCHES.
 DL1372'IT IS 37 FEET SOUTH OF A 6-INCH GUM TREE AND 32 FEET EAST OF A
 DL1372'3-INCH PINE TREE.
 DL1372'
 DL1372'R.M. NO. 2 IS STAMPED ALPHIN NO. 2 1941 AND PROJECTS 6 INCHES.
 DL1372'IT IS 31 FEET SOUTHWEST OF A TWIN GUM TREE, 38 FEET NORTH OF A
 DL1372'12-INCH OAK TREE AND 28 FEET NORTHWEST OF A 6-INCH PINE TREE.
 DL1372'
 DL1372'THE AZIMUTH MARK IS STAMPED ALPHIN 1941 AND PROJECTS 8 INCHES.
 DL1372'IT IS 3 FEET EAST OF A WHITE REFERENCE POST, 15 FEET SOUTH OF THE
 DL1372'CENTER OF A DIRT ROAD AND 1 FOOT NORTH OF A FENCE.
 DL1372'
 DL1372'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK 0.1 MILE TO
 DL1372'THE DIRT ROAD.  TURN LEFT AND FOLLOW THE MAIN ROAD 0.3 MILE TO THE
 DL1372'AZIMUTH MARK ON THE LEFT, JUST AFTER PASSING AN OLD HOUSE ON THE
 DL1372'LEFT.
 DL1372'
 DL1372'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1372
 DL1372                          STATION RECOVERY (1952)
 DL1372
 DL1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1372'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION
 DL1372'AND BOTH REFERENCE MARKS WERE DESTROYED.  A NEW STATION
 DL1372'MARK WAS RESET OVER THE UNDER-GROUND MARK AND TWO NEW
 DL1372'REFERENCE MARKS WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 DL1372'
 DL1372'THE STATION IS IN THE E 1/2 SECTION 30, T 16 S, R 16 W., 8 MILES
 DL1372'WEST OF NORPHLET, 6 MILES SOUTHWEST OF SMACKOVER, 6 MILES SOUTH
 DL1372'OF LOUANN, 173 FEET NORTH OF A TRACK ROAD, 6 FEET NORTHEAST OF A
 DL1372'WHITE 4 IN X 4 IN WITNESS POST AND ON LAND OWNED BY SAM ALPHIN.
 DL1372'
 DL1372'TO REACH THE STATION FROM THE GRADE SCHOOL IN SMACKOVER, GO
 DL1372'SOUTHWEST ON A GRAVELED ROAD (WEST OF THE SCHOOL) FOR 5.55 MILES
 DL1372'TO A CROSS ROAD, TURN RIGHT (WEST) AND FOLLOW THE MAIN DIRT
 DL1372'ROAD FOR 0.3 MILE TO A WOODS ROAD ON THE LEFT*, TURN LEFT
 DL1372'(SOUTHWESTERLY) FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 DL1372'
 DL1372'TO REACH THE AZIMUTH MARK FROM THIS POINT*, GO WESTERLY ON THE
 DL1372'MAIN DIRT ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 DL1372'DESCRIBED.
 DL1372'
 DL1372'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ALPHIN
 DL1372'1941 1952.
 DL1372'
 DL1372'REFERENCE MARK 3 IS 150 FEET NORTH OF THE TRACK ROAD.  THE MARK
 DL1372'PROJECTS 5 INCHES AND THE DISK IS STAMPED ALPHIN 1941 NO 3 1952.
 DL1372'
 DL1372'REFERENCE MARK 4 IS 50 FEET NORTH OF THE TRACK ROAD.  THE MARK
 DL1372'PROJECTS 3 INCHES AND THE DISK IS STAMPED ALPHIN 1941 NO 4 1952.
 DL1372'
 DL1372'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 3
 DL1372'FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST AND 2 FEET NORTH
 DL1372'OF A FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 DL1372'ALPHIN 1941.
 DL1372'
 DL1372'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 34 METERS.
 DL1372
 DL1372                          STATION RECOVERY (1963)
 DL1372
 DL1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 DL1372'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DL1372'DESCRIBED.
 DL1372
 DL1372                          STATION RECOVERY (1964)
 DL1372
 DL1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1372'THIS STATION RECOVERED AS DESCRIBED BY R.C.D. IN 1952 AND ALL
 DL1372'MARKS FOUND IN GOOD CONDITION.
 DL1372'
 DL1372'TO REACH THE STATION FROM SMACKOVER, FROM THE MAIN INTERSECTION
 DL1372'AT THE STOP LIGHT, GO WEST ON STATE HIGHWAY 7 FOR 0.2 MILE TO
 DL1372'INTERSECTION WITH LISBON AVENUE, TURN LEFT AND FOLLOW SURFACED
 DL1372'STREET AND GRAVELED ROAD SOUTHWEST FOR 5.55 MILES TO CROSSROADS AT
 DL1372'TOP OF HILL, TURN RIGHT AND GO NORTHWEST FOR 0.3 MILE TO A WOODS
 DL1372'ROAD ON LEFT, TURN LEFT AND FOLLOW WOODS ROAD SOUTHWESTERLY FOR
 DL1372'ABOUT 0.15 MILE TO STATION, WHICH IS ABOUT 175 FEET NORTH OF
 DL1372'THE ROAD AT THIS POINT.
 DL1372
 DL1372                          STATION RECOVERY (1981)
 DL1372
 DL1372'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1981 (DC)
 DL1372'ALPHIN 1941 1952 RECOVERED GOOD.
 DL1372'
 DL1372'AZIMUTH MARK SEARCHED FOR, BUT NOT FOUND - SEARCHED BY 2 MEN FOR
 DL1372'30 MIN.
 DL1372'
 DL1372'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI. SO. OF SMACKOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1990 ***********************************************************************
 EJ1990  DESIGNATION -  ALPINE
 EJ1990  PID         -  EJ1990
 EJ1990  STATE/COUNTY-  AR/CLARK
 EJ1990  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1990
 EJ1990                         *CURRENT SURVEY CONTROL
 EJ1990  ___________________________________________________________________
 EJ1990* NAD 83(1997)-  34 14 51.39655(N)    093 23 08.53431(W)     ADJUSTED  
 EJ1990* NAVD 88     -       204.69   (+/-2cm)     671.6    (feet)  VERTCON   
 EJ1990  ___________________________________________________________________
 EJ1990  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 EJ1990  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EJ1990
 EJ1990  HORZ ORDER  -  THIRD
 EJ1990  VERT ORDER  -  THIRD ? (See Below)
 EJ1990
 EJ1990.The horizontal coordinates were established by classical geodetic methods
 EJ1990.and adjusted by the National Geodetic Survey in September 1999..
 EJ1990
 EJ1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1990.The vertical order pertains to the NGVD 29 superseded value.
 EJ1990
 EJ1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1990
 EJ1990.The geoid height was determined by GEOID03.
 EJ1990
 EJ1990;                    North         East     Units Scale Factor Converg.
 EJ1990;SPC AR S     -   576,210.506   272,368.103   MT  0.99992537   -0 46 32.0
 EJ1990;SPC AR S     - 1,890,450.64    893,594.35   sFT  0.99992537   -0 46 32.0
 EJ1990;UTM  15      - 3,789,678.329   464,484.657   MT  0.99961555   -0 13 01.4
 EJ1990
 EJ1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1990!SPC AR S     -   0.99997217  x   0.99992537  =   0.99989754
 EJ1990!UTM  15      -   0.99997217  x   0.99961555  =   0.99958773
 EJ1990
 EJ1990|---------------------------------------------------------------------|
 EJ1990| PID    Reference Object                     Distance      Geod. Az  |
 EJ1990|                                                           dddmmss.s |
 EJ1990| CX4912 ALPINE RM 2                          21.754 METERS 00216     |
 EJ1990| CX4911 ALPINE RM 1                          22.523 METERS 07921     |
 EJ1990| CX4910 ALPINE AZ MK                                       1632134.6 |
 EJ1990|---------------------------------------------------------------------|
 EJ1990
 EJ1990                          SUPERSEDED SURVEY CONTROL
 EJ1990
 EJ1990  NAD 83(1997)-  34 14 51.40571(N)    093 23 08.52702(W) AD(       ) 3
 EJ1990  NAD 83(1986)-  34 14 51.40633(N)    093 23 08.52624(W) AD(       ) 3
 EJ1990  NAD 27      -  34 14 51.06740(N)    093 23 07.90160(W) AD(       ) 3
 EJ1990  NGVD 29 (07/19/86)  204.68   (m)          671.5    (f) LEVELING    3  
 EJ1990
 EJ1990.Superseded values are not recommended for survey control.
 EJ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1990.See file dsdata.txt to determine how the superseded data were derived.
 EJ1990
 EJ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6448589678(NAD 83)
 EJ1990_MARKER: DS = TRIANGULATION STATION DISK
 EJ1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1990
 EJ1990  HISTORY     - Date     Condition        Report By
 EJ1990  HISTORY     - 1957     MONUMENTED       CGS
 EJ1990
 EJ1990                          STATION DESCRIPTION
 EJ1990
 EJ1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1990'THE STATION IS LOCATED ON A HEAVILY TIMBERED RIDGE, 1.4 MILES
 EJ1990'NORTH OF ALPINE, 104 FEET WEST OF THE CENTER OF A CROSSROAD,
 EJ1990'13 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 2 FEET EAST
 EJ1990'OF A WITNESS POST.  THE MARK IS STAMPED ALPINE 1957 AND
 EJ1990'PROJECTS 8 INCHES.
 EJ1990'
 EJ1990'REFERENCE MARK NO. 1 IS 27 FEET NORTHWEST OF THE CENTER OF A
 EJ1990'CROSSROAD AND 8 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 EJ1990'IT IS STAMPED ALPINE NO 1 1957 AND PROJECTS 6 INCHES.
 EJ1990'
 EJ1990'REFERENCE MARK NO. 2 IS 56 FEET NORTH OF THE CENTER OF A
 EJ1990'TRACK ROAD.  IT IS STAMPED ALPINE NO 2 1957 AND PROJECTS
 EJ1990'6 INCHES.
 EJ1990'
 EJ1990'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 60 FEET NORTH
 EJ1990'OF THE CENTER OF A GRAVELED ROAD, 42 FEET SOUTHEAST OF A POWER
 EJ1990'LINE POLE AND 24 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY
 EJ1990'8.  IT IS STAMPED ALPINE 1957 AND PROJECTS 5 INCHES.
 EJ1990'
 EJ1990'TO REACH THE STATION FROM THE POST OFFICE IN ALPINE, GO NORTHWEST
 EJ1990'ON STATE HIGHWAY 8 FOR 0.05 MILE TO A CROSSROAD AND AZIMUTH
 EJ1990'MARK ON LEFT, TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR
 EJ1990'1.4 MILES TO TOP OF HILL AND STATION JUST WEST AS DESCRIBED.
 EJ1990'
 EJ1990'HEIGHT OF LIGHT ABOVE STATION MARK 22.01 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0117 ***********************************************************************
 EJ0117  DESIGNATION -  ALPS
 EJ0117  PID         -  EJ0117
 EJ0117  STATE/COUNTY-  AR/PULASKI
 EJ0117  USGS QUAD   -  SWEET HOME (1986)
 EJ0117
 EJ0117                         *CURRENT SURVEY CONTROL
 EJ0117  ___________________________________________________________________
 EJ0117* NAD 83(1986)-  34 41 18.     (N)    092 14 14.     (W)     SCALED    
 EJ0117* NAVD 88     -        78.616  (meters)     257.93   (feet)  ADJUSTED  
 EJ0117  ___________________________________________________________________
 EJ0117  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EJ0117  DYNAMIC HT  -          78.542 (meters)     257.68  (feet)  COMP
 EJ0117  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 EJ0117
 EJ0117  VERT ORDER  -  FIRST     CLASS II
 EJ0117
 EJ0117.The horizontal coordinates were scaled from a topographic map and have
 EJ0117.an estimated accuracy of +/- 6 seconds.
 EJ0117
 EJ0117.The orthometric height was determined by differential leveling
 EJ0117.and adjusted by the National Geodetic Survey in June 1991..
 EJ0117
 EJ0117.The geoid height was determined by GEOID03.
 EJ0117
 EJ0117.The dynamic height is computed by dividing the NAVD 88
 EJ0117.geopotential number by the normal gravity value computed on the
 EJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0117.degrees latitude (g = 980.6199 gals.).
 EJ0117
 EJ0117.The modeled gravity was interpolated from observed gravity values.
 EJ0117
 EJ0117;                    North         East    Units  Estimated Accuracy
 EJ0117;SPC AR S     -   624,260.      378,260.      MT  (+/- 180 meters Scaled)
 EJ0117
 EJ0117                          SUPERSEDED SURVEY CONTROL
 EJ0117
 EJ0117  NGVD 29 (??/??/92)   78.670  (m)          258.10   (f) ADJ UNCH    1 2
 EJ0117
 EJ0117.Superseded values are not recommended for survey control.
 EJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0117.See file dsdata.txt to determine how the superseded data were derived.
 EJ0117
 EJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU698387(NAD 83)
 EJ0117_MARKER: DB = BENCH MARK DISK
 EJ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0117_STAMPING: ALPS 1934
 EJ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0117+STABILITY: SURFACE MOTION
 EJ0117
 EJ0117  HISTORY     - Date     Condition        Report By
 EJ0117  HISTORY     - 1934     MONUMENTED       CGS
 EJ0117  HISTORY     - 1955     GOOD             NGS
 EJ0117  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0117
 EJ0117                          STATION DESCRIPTION
 EJ0117
 EJ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0117'0.2 MI N FROM SWEET HOME.
 EJ0117'0.2 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 EJ0117'SWEET HOME, PULASKI COUNTY, 128.3 FEET NORTH OF A SWITCH STAND, 96
 EJ0117'FEET SOUTHWEST OF POLE 351+17, 46.7 FEET EAST OF THE SOUTHEAST CORNER
 EJ0117'OF A FRAME HOUSE, AND 42.5 FEET WEST OF THE WEST RAIL.  A STATE SURVEY
 EJ0117'STANDARD DISK, STAMPED ALPS 1934 AND SET IN THE TOP OF A CONCRETE
 EJ0117'POST.
 EJ0117
 EJ0117                          STATION RECOVERY (1960)
 EJ0117
 EJ0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3033 ***********************************************************************
 EH3033  DESIGNATION -  ALTHEIMER MUNICIPAL TANK
 EH3033  PID         -  EH3033
 EH3033  STATE/COUNTY-  AR/JEFFERSON
 EH3033  USGS QUAD   -  ALTHEIMER (1971)
 EH3033
 EH3033                         *CURRENT SURVEY CONTROL
 EH3033  ___________________________________________________________________
 EH3033* NAD 83(1997)-  34 19 08.33991(N)    091 50 53.98907(W)     ADJUSTED  
 EH3033* NAVD 88     -                                                        
 EH3033  ___________________________________________________________________
 EH3033  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EH3033  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH3033
 EH3033  HORZ ORDER  -  THIRD
 EH3033
 EH3033.The horizontal coordinates were established by classical geodetic methods
 EH3033.and adjusted by the National Geodetic Survey in September 1999..
 EH3033
 EH3033
 EH3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3033
 EH3033.The geoid height was determined by GEOID03.
 EH3033
 EH3033;                    North         East     Units Scale Factor Converg.
 EH3033;SPC AR S     -   583,273.686   413,958.409   MT  0.99993076   +0 05 05.6
 EH3033;SPC AR S     - 1,913,623.75  1,358,128.55   sFT  0.99993076   +0 05 05.6
 EH3033;UTM  15      - 3,798,125.571   605,957.633   MT  0.99973839   +0 38 57.7
 EH3033
 EH3033                          SUPERSEDED SURVEY CONTROL
 EH3033
 EH3033  NAD 83(1986)-  34 19 08.34803(N)    091 50 53.98243(W) AD(       ) 4
 EH3033  NAD 27      -  34 19 07.99874(N)    091 50 53.49969(W) AD(       ) 3
 EH3033
 EH3033.Superseded values are not recommended for survey control.
 EH3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3033.See file dsdata.txt to determine how the superseded data were derived.
 EH3033
 EH3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0595898126(NAD 83)
 EH3033_MARKER: 51 = TANK
 EH3033
 EH3033  HISTORY     - Date     Condition        Report By
 EH3033  HISTORY     - 1939     FIRST OBSERVED   CGS
 EH3033  HISTORY     - 1965     GOOD             CGS
 EH3033
 EH3033                          STATION DESCRIPTION
 EH3033
 EH3033'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EH3033'OBSERVED FINIAL MUNICIPAL WATER TANK.  ABOUT 100 FEET HIGH,
 EH3033'STEEL, SILVER PAINTED, LOCATED 1/2 BLOCK W AND 1/2 BLOCK
 EH3033'N OF RAILROAD STATION.
 EH3033'
 EH3033'OBSERVED FROM TRIANGULATION STATIONS FREEMAN, PINE BLUFF,
 EH3033'SHERRILL, MADDING AND MUNDELL.
 EH3033
 EH3033                          STATION RECOVERY (1965)
 EH3033
 EH3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3033'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTIONS
 EH3033'ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1892 ***********************************************************************
 FG1892  DESIGNATION -  ALTUS
 FG1892  PID         -  FG1892
 FG1892  STATE/COUNTY-  AR/FRANKLIN
 FG1892  USGS QUAD   -  OZARK (1993)
 FG1892
 FG1892                         *CURRENT SURVEY CONTROL
 FG1892  ___________________________________________________________________
 FG1892* NAD 83(1997)-  35 27 06.11730(N)    093 45 30.93345(W)     ADJUSTED  
 FG1892* NAVD 88     -       250.2    (meters)     821.     (feet)  VERTCON   
 FG1892  ___________________________________________________________________
 FG1892  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 FG1892  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1892
 FG1892  HORZ ORDER  -  FIRST
 FG1892
 FG1892.The horizontal coordinates were established by classical geodetic methods
 FG1892.and adjusted by the National Geodetic Survey in September 1999..
 FG1892
 FG1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1892
 FG1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1892
 FG1892.The geoid height was determined by GEOID03.
 FG1892
 FG1892;                    North         East     Units Scale Factor Converg.
 FG1892;SPC AR N     -   125,498.534   240,366.792   MT  0.99993860   -1 01 24.0
 FG1892;SPC AR N     -   411,739.77    788,603.38   sFT  0.99993860   -1 01 24.0
 FG1892;UTM  15      - 3,923,401.002   431,159.058   MT  0.99965840   -0 26 24.0
 FG1892
 FG1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1892!SPC AR N     -   0.99996532  x   0.99993860  =   0.99990392
 FG1892!UTM  15      -   0.99996532  x   0.99965840  =   0.99962373
 FG1892
 FG1892|---------------------------------------------------------------------|
 FG1892| PID    Reference Object                     Distance      Geod. Az  |
 FG1892|                                                           dddmmss.s |
 FG1892| CI0054 ALTUS RM 1                           33.347 METERS 00630     |
 FG1892| CI0056 ALTUS RM 3                           36.041 METERS 00709     |
 FG1892| FG1896 ALTUS STANDPIPE                     APPROX. 1.9 KM 1630840.2 |
 FG1892| FG1636 ALTUS AZ MK                                        2124149.3 |
 FG1892| CI0055 ALTUS RM 2                           22.347 METERS 24140     |
 FG1892| FG1893 ALTUS ST MARYS CATH CH SPIRE         56.702 METERS 35935     |
 FG1892|---------------------------------------------------------------------|
 FG1892
 FG1892                          SUPERSEDED SURVEY CONTROL
 FG1892
 FG1892  NAD 83(1997)-  35 27 06.12801(N)    093 45 30.93174(W) AD(       ) 1
 FG1892  NAD 83(1986)-  35 27 06.12771(N)    093 45 30.92862(W) AD(       ) 1
 FG1892  NAD 27      -  35 27 05.82100(N)    093 45 30.22700(W) AD(       ) 1
 FG1892  NGVD 29 (07/19/86)  250.2    (m)          821.     (f) VERT ANG       
 FG1892
 FG1892.Superseded values are not recommended for survey control.
 FG1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1892.See file dsdata.txt to determine how the superseded data were derived.
 FG1892
 FG1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3115923401(NAD 83)
 FG1892_MARKER: DS = TRIANGULATION STATION DISK
 FG1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1892
 FG1892  HISTORY     - Date     Condition        Report By
 FG1892  HISTORY     - 1940     MONUMENTED       CGS
 FG1892  HISTORY     - 1940     GOOD             CGS
 FG1892  HISTORY     - 1959     GOOD             CGS
 FG1892  HISTORY     - 20050304 MARK NOT FOUND   GEOCAC
 FG1892
 FG1892                          STATION DESCRIPTION
 FG1892
 FG1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1892'STATION IS LOCATED ABOUT 1/2 MILE N OF ALTUS.  IT IS ON A
 FG1892'PROMINENT RIDGE, ABOUT 50 YARDS N OF WHERE THE RIDGE SLOPES
 FG1892'SHARPLY TO THE S, THE RIDGE IS FLAT-TOPPED AND IS UNDER
 FG1892'CULTIVATION.  THE STATION IS 172 FEET S OF THE E END OF ST.
 FG1892'MARYS CATHOLIC CHURCH, ON PROPERTY OF THE CHURCH, 25 FEET
 FG1892'N OF THE CENTER LINE OF AN E-W ROAD AND ABOUT 1 METER HIGHER
 FG1892'THAN THE ROAD.  THERE IS A 24-INCH OAK TREE 12 FEET SE OF
 FG1892'THE STATION AND ANOTHER 24-INCH OAK TREE 14 FEET NW OF THE
 FG1892'STATION.
 FG1892'
 FG1892'SURFACE MARK PROJECTS 6 INCHES AND IS STAMPED, ALTUS 1940.
 FG1892'THERE IS A WHITE REFERENCE POST 8 FEET S OF THE STATION.
 FG1892'
 FG1892'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 FG1892'DISKS SET IN CONCRETE.
 FG1892'
 FG1892'REFERENCE MARK NO.1, A STANDARD BRONZE DISK SET IN A BOULDER
 FG1892'3 BY 9 FEET IN SIZE, IS ABOUT 1/2 METER HIGHER THAN THE
 FG1892'STATION, THE S SIDE OF WHICH PROJECTS ABOUT 12 INCHES, N SIDE
 FG1892'IS FLUSH.  IT IS STAMPED ALTUS NO.1, 1940.
 FG1892'
 FG1892'REFERENCE MARK NO.2, A STANDARD BRONZE DISK SET IN A BOULDER
 FG1892'6 BY 6 FEET SQUARE IS ABOUT 1 METER LOWER THAN THE STATION,
 FG1892'15 FEET S OF THE CENTER LINE OF AN E-W ROAD.  IT IS STAMPED,
 FG1892'ALTUS NO.2, 1940.
 FG1892'
 FG1892'THE AZIMUTH MARK IS ABOUT 0.5 MILE SW OF THE STATION, 50 YARDS NE
 FG1892'OF THE RAILROAD DEPOT IN ALTUS, 50 FEET N OF THE CENTER
 FG1892'LINE OF U.S. HIGHWAY 64, AND 21 FEET W OF THE CENTER LINE
 FG1892'OF A DIRT ROAD LEADING N.  THE MARK PROJECTS 3 INCHES AND
 FG1892'IS STAMPED ALTUS 1940.  THERE IS A WHITE REFERENCE POST 5
 FG1892'FEET SSE OF THE MARK.
 FG1892'
 FG1892'TO REACH THE STATION START AT THE RAILROAD DEPOT IN ALTUS,
 FG1892'GO E ON U.S. HIGHWAY 64 FOR 0.1 MILE TO A ROAD LEADING N,
 FG1892'UPHILL.  TURN N AND GO 1.0 MILE TO TOP OF RIDGE AND STATION.
 FG1892'
 FG1892'HEIGHT OF LIGHT ABOVE STATION MARK - 21 METERS.
 FG1892
 FG1892                          STATION RECOVERY (1940)
 FG1892
 FG1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1892'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS THE
 FG1892'SPIRE ON ST. MARYS CATHOLIC CHURCH.  THIS IS A SLENDER GRAY
 FG1892'SPIRE RISING FROM THE BELFRY AT THE SE CORNER OF THE CHURCH.
 FG1892'IT IS APPROXIMATELY 50 FEET TO THE TOP OF THE BELFRY AND
 FG1892'25 FEET FROM TOP OF THE BELFRY TO THE TOP OF THE SPIRE.
 FG1892'THE CHURCH IS A GRAY STONE STRUCTURE.  THE CHURCH IS LOCATED
 FG1892'ON A HIGH HILL ABOUT 0.3 MILE N OF THE CENTER OF THE TOWN
 FG1892'OF ALTUS AND THE MISSOURI PACIFIC TRACKS.
 FG1892
 FG1892                          STATION RECOVERY (1959)
 FG1892
 FG1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1892'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FG1892'CONDITION.
 FG1892'
 FG1892'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE BUT
 FG1892'THE RAILROAD STATION HAS BEEN ABANDONED AND IS NOW USED AS A
 FG1892'LIQUOR STORE.
 FG1892
 FG1892                          STATION RECOVERY (2005)
 FG1892
 FG1892'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1892'ACCORDING TO THE DESCRIPTION THE MARK MAY BE UNDER PAVEMENT.  I WAS
 FG1892'ABLE TO LOCATE REFERENCE MARK NO. 3.  THIS REFERENCE MARK IS LOCATED
 FG1892'JUST SOUTH OF THE EAST END OF THE CHURCH.  IT IS STAMPED WITH TWO
 FG1892'DATES 1940 (THE ORIGINAL DATE OF THE STATION WAS ESTABLISHED) AND 1971
 FG1892'WHICH I ASSUME MAY BE A RESET DATE.  THE STATION MARK NOR ANY OTHER
 FG1892'ASSOCIATED MARKS WERE NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1636 ***********************************************************************
 FG1636  DESIGNATION -  ALTUS AZ MK
 FG1636  PID         -  FG1636
 FG1636  STATE/COUNTY-  AR/FRANKLIN
 FG1636  USGS QUAD   -  OZARK (1993)
 FG1636
 FG1636                         *CURRENT SURVEY CONTROL
 FG1636  ___________________________________________________________________
 FG1636* NAD 83(1986)-  35 26 48.     (N)    093 45 45.     (W)     SCALED    
 FG1636* NAVD 88     -       165.790  (meters)     543.93   (feet)  ADJUSTED  
 FG1636  ___________________________________________________________________
 FG1636  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1636  DYNAMIC HT  -         165.636 (meters)     543.42  (feet)  COMP
 FG1636  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FG1636
 FG1636  VERT ORDER  -  FIRST     CLASS II
 FG1636
 FG1636.The horizontal coordinates were scaled from a topographic map and have
 FG1636.an estimated accuracy of +/- 6 seconds.
 FG1636
 FG1636.The orthometric height was determined by differential leveling
 FG1636.and adjusted by the National Geodetic Survey in June 1991..
 FG1636
 FG1636.The geoid height was determined by GEOID03.
 FG1636
 FG1636.The dynamic height is computed by dividing the NAVD 88
 FG1636.geopotential number by the normal gravity value computed on the
 FG1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1636.degrees latitude (g = 980.6199 gals.).
 FG1636
 FG1636.The modeled gravity was interpolated from observed gravity values.
 FG1636
 FG1636;                    North         East    Units  Estimated Accuracy
 FG1636;SPC AR N     -   124,950.      240,000.      MT  (+/- 180 meters Scaled)
 FG1636
 FG1636                          SUPERSEDED SURVEY CONTROL
 FG1636
 FG1636.No superseded survey control is available for this station.
 FG1636
 FG1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV308228(NAD 83)
 FG1636_MARKER: DZ = AZIMUTH MARK DISK
 FG1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1636_SP_SET: CONCRETE POST
 FG1636_STAMPING: ALTUS 1940
 FG1636_MARK LOGO: CGS   
 FG1636_PROJECTION: PROJECTING 8 CENTIMETERS
 FG1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1636+STABILITY: SURFACE MOTION
 FG1636
 FG1636  HISTORY     - Date     Condition        Report By
 FG1636  HISTORY     - 1940     MONUMENTED       CGS
 FG1636  HISTORY     - 1984     GOOD             NGS
 FG1636  HISTORY     - 1987     GOOD             USPSQD
 FG1636  HISTORY     - 1988     GOOD             USPSQD
 FG1636  HISTORY     - 1989     GOOD             USPSQD
 FG1636  HISTORY     - 1989     GOOD             USPSQD
 FG1636
 FG1636                          STATION DESCRIPTION
 FG1636
 FG1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1636'IN ALTUS.
 FG1636'IN ALTUS, 0.2 KM (0.1 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION
 FG1636'OF STATE ROUTE 186 TO THE MARK ON THE RIGHT, A CONCRETE POST ACROSS
 FG1636'U.S. HIGHWAY 64 FROM THE RAILROAD STATION, 15.45 METERS (50.7 FT)
 FG1636'NORTH OF THE CENTERLINE OF HIGHWAY 64, AND 6.25 METERS (20.5 FT) WEST
 FG1636'OF THE APPROXIMATE CENTER OF A ROAD LEADING NORTH.
 FG1636'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FG1636'THE MARK IS 0.61 M ABOVE HIGHWAY 64.
 FG1636
 FG1636                          STATION RECOVERY (1987)
 FG1636
 FG1636'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1636'RECOVERED IN GOOD CONDITION.
 FG1636
 FG1636                          STATION RECOVERY (1988)
 FG1636
 FG1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1636'RECOVERED IN GOOD CONDITION.
 FG1636
 FG1636                          STATION RECOVERY (1989)
 FG1636
 FG1636'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1636'RECOVERED IN GOOD CONDITION.
 FG1636
 FG1636                          STATION RECOVERY (1989)
 FG1636
 FG1636'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1893 ***********************************************************************
 FG1893  DESIGNATION -  ALTUS ST MARYS CATH CH SPIRE
 FG1893  PID         -  FG1893
 FG1893  STATE/COUNTY-  AR/FRANKLIN
 FG1893  USGS QUAD   -  OZARK (1993)
 FG1893
 FG1893                         *CURRENT SURVEY CONTROL
 FG1893  ___________________________________________________________________
 FG1893* NAD 83(1997)-  35 27 07.95707(N)    093 45 30.95002(W)     ADJUSTED  
 FG1893* NAVD 88     -                                                        
 FG1893  ___________________________________________________________________
 FG1893  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 FG1893  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FG1893
 FG1893  HORZ ORDER  -  THIRD
 FG1893
 FG1893.The horizontal coordinates were established by classical geodetic methods
 FG1893.and adjusted by the National Geodetic Survey in September 1999..
 FG1893
 FG1893
 FG1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1893
 FG1893.The geoid height was determined by GEOID03.
 FG1893
 FG1893;                    North         East     Units Scale Factor Converg.
 FG1893;SPC AR N     -   125,555.229   240,367.387   MT  0.99993858   -1 01 24.0
 FG1893;SPC AR N     -   411,925.78    788,605.34   sFT  0.99993858   -1 01 24.0
 FG1893;UTM  15      - 3,923,457.684   431,159.076   MT  0.99965840   -0 26 24.1
 FG1893
 FG1893                          SUPERSEDED SURVEY CONTROL
 FG1893
 FG1893  NAD 83(1997)-  35 27 07.96792(N)    093 45 30.94832(W) AD(       ) 4
 FG1893  NAD 83(1986)-  35 27 07.96743(N)    093 45 30.94505(W) AD(       ) 4
 FG1893  NAD 27      -  35 27 07.66402(N)    093 45 30.24349(W) AD(       ) 3
 FG1893
 FG1893.Superseded values are not recommended for survey control.
 FG1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1893.See file dsdata.txt to determine how the superseded data were derived.
 FG1893
 FG1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3115923458(NAD 83)
 FG1893_MARKER: 90 = CHURCH SPIRE
 FG1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1893+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 FG1893
 FG1893  HISTORY     - Date     Condition        Report By
 FG1893  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1893  HISTORY     - 1971     GOOD             NGS
 FG1893  HISTORY     - 20050304 GOOD             GEOCAC
 FG1893
 FG1893                          STATION DESCRIPTION
 FG1893
 FG1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1893'POINT OBSERVED UPON WAS THE SPIRE ON ST. MARYS CATHOLIC
 FG1893'CHURCH.  THIS IS A SLENDER GRAY SPIRE RISING FROM THE BELFRY
 FG1893'AT THE SE CORNER OF THE CHURCH.  IT IS APPROXIMATELY 50
 FG1893'FEET TO THE TOP OF THE BELFRY AND 25 FEET FROM TOP OF THE
 FG1893'BELFRY TO THE TOP OF THE SPIRE.  THE CHURCH IS A GRAY STONE
 FG1893'STRUCTURE.
 FG1893'
 FG1893'THE CHURCH IS LOCATED ON A HIGH HILL ABOUT 0.3 MILE N OF THE
 FG1893'CENTER OF THE TOWN OF ALTUS AND THE MISSOURI PACIFIC TRACKS.
 FG1893
 FG1893                          STATION RECOVERY (1971)
 FG1893
 FG1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1893'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE 1940 DESCRIPTION
 FG1893'WAS FOUND TO BE ADEQUATE.
 FG1893'
 FG1893'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FG1893'HIGHWAY 186 IN ALTUS, GO NORTH ON HIGHWAY 186 FOR 1.0 MILE TO THE
 FG1893'CREST OF HILL AND THE STATION ON THE LEFT.
 FG1893'
 FG1893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE NORTH OF
 FG1893'ALTUS.
 FG1893
 FG1893                          STATION RECOVERY (2005)
 FG1893
 FG1893'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1893'EASY LANDMARK TO SPOT EVEN FROM BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1896 ***********************************************************************
 FG1896  DESIGNATION -  ALTUS STANDPIPE
 FG1896  PID         -  FG1896
 FG1896  STATE/COUNTY-  AR/FRANKLIN
 FG1896  USGS QUAD   -  OZARK (1993)
 FG1896
 FG1896                         *CURRENT SURVEY CONTROL
 FG1896  ___________________________________________________________________
 FG1896* NAD 83(1997)-  35 26 06.96983(N)    093 45 09.03742(W)     ADJUSTED  
 FG1896* NAVD 88     -                                                        
 FG1896  ___________________________________________________________________
 FG1896  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FG1896  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 FG1896
 FG1896  HORZ ORDER  -  THIRD
 FG1896
 FG1896.The horizontal coordinates were established by classical geodetic methods
 FG1896.and adjusted by the National Geodetic Survey in September 1999..
 FG1896
 FG1896
 FG1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1896
 FG1896.The geoid height was determined by GEOID03.
 FG1896
 FG1896;                    North         East     Units Scale Factor Converg.
 FG1896;SPC AR N     -   123,666.219   240,886.397   MT  0.99993930   -1 01 11.2
 FG1896;SPC AR N     -   405,728.25    790,308.12   sFT  0.99993930   -1 01 11.2
 FG1896;UTM  15      - 3,921,574.586   431,697.141   MT  0.99965749   -0 26 10.7
 FG1896
 FG1896                          SUPERSEDED SURVEY CONTROL
 FG1896
 FG1896  NAD 83(1997)-  35 26 06.98083(N)    093 45 09.03574(W) AD(       ) 4
 FG1896  NAD 83(1986)-  35 26 06.98056(N)    093 45 09.03276(W) AD(       ) 4
 FG1896  NAD 27      -  35 26 06.67386(N)    093 45 08.33173(W) AD(       ) 3
 FG1896
 FG1896.Superseded values are not recommended for survey control.
 FG1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1896.See file dsdata.txt to determine how the superseded data were derived.
 FG1896
 FG1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3169721575(NAD 83)
 FG1896_MARKER: 52 = STANDPIPE TANK
 FG1896
 FG1896  HISTORY     - Date     Condition        Report By
 FG1896  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1896  HISTORY     - 20050304 GOOD             GEOCAC
 FG1896
 FG1896                          STATION DESCRIPTION
 FG1896
 FG1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1896'THE STATION, ALTUS STANDPIPE, IS THE FINIAL OF A 65 FOOT TALL
 FG1896'STANDPIPE THAT IS PAINTED WHITE.  IT IS LOCATED ABOUT 1 MILE
 FG1896'SOUTHEAST OF ALTUS AND IS OWNED BY THE COMMUNITIES OF DENNING,
 FG1896'GREENWOOD AND ALIX.
 FG1896'
 FG1896'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE HIGHWAY 186
 FG1896'IN ALTUS, GO SOUTH ON HIGHWAY 186 FOR 0.05 MILE TO AN INTERSECTION
 FG1896'WHERE HIGHWAY 186 TURNS LEFT.  CONTINUE AHEAD, SOUTH, FOR 0.7 MILE
 FG1896'TO A SCHOOL ON THE RIGHT AT A T-INTERSECTION.  TURN LEFT AND GO EAST
 FG1896'FOR 0.3 MILE TO THE END OF THE PAVEMENT.  CONTINUE EAST ON A DIRT
 FG1896'ROAD FOR 0.3 MILE TO A HOUSE.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD
 FG1896'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 FG1896
 FG1896                          STATION RECOVERY (2005)
 FG1896
 FG1896'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1896'EASY TO SPOT.  MARK IS IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1945 ***********************************************************************
 EJ1945  DESIGNATION -  ALY
 EJ1945  PID         -  EJ1945
 EJ1945  STATE/COUNTY-  AR/YELL
 EJ1945  USGS QUAD   -  ONYX (1968)
 EJ1945
 EJ1945                         *CURRENT SURVEY CONTROL
 EJ1945  ___________________________________________________________________
 EJ1945* NAD 83(1997)-  34 45 32.79577(N)    093 29 38.45499(W)     ADJUSTED  
 EJ1945* NAVD 88     -       306.9    (meters)    1007.     (feet)  VERTCON   
 EJ1945  ___________________________________________________________________
 EJ1945  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 EJ1945  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EJ1945
 EJ1945  HORZ ORDER  -  THIRD
 EJ1945
 EJ1945.The horizontal coordinates were established by classical geodetic methods
 EJ1945.and adjusted by the National Geodetic Survey in September 1999..
 EJ1945
 EJ1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1945
 EJ1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1945
 EJ1945.The geoid height was determined by GEOID03.
 EJ1945
 EJ1945;                    North         East     Units Scale Factor Converg.
 EJ1945;SPC AR N     -    48,274.895   263,215.530   MT  1.00003881   -0 52 09.7
 EJ1945;SPC AR N     -   158,381.88    863,566.28   sFT  1.00003881   -0 52 09.7
 EJ1945;SPC AR S     -   633,083.682   263,220.675   MT  0.99999832   -0 50 10.3
 EJ1945;SPC AR S     - 2,077,042.05    863,583.16   sFT  0.99999832   -0 50 10.3
 EJ1945;UTM  15      - 3,846,440.929   454,788.378   MT  0.99962519   -0 16 54.0
 EJ1945
 EJ1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1945!SPC AR N     -   0.99995638  x   1.00003881  =   0.99999519
 EJ1945!SPC AR S     -   0.99995638  x   0.99999832  =   0.99995470
 EJ1945!UTM  15      -   0.99995638  x   0.99962519  =   0.99958159
 EJ1945
 EJ1945:                Primary Azimuth Mark                     Grid Az
 EJ1945:SPC AR N     -  ALLEN                                    012 31 30.4
 EJ1945:SPC AR S     -  ALLEN                                    012 29 31.0
 EJ1945:UTM  15      -  ALLEN                                    011 56 14.7
 EJ1945
 EJ1945|---------------------------------------------------------------------|
 EJ1945| PID    Reference Object                     Distance      Geod. Az  |
 EJ1945|                                                           dddmmss.s |
 EJ1945| EJ1942 ALLEN                               APPROX.10.6 KM 0113920.7 |
 EJ1945| CX4913 ALY RM 1                             15.459 METERS 19827     |
 EJ1945| EJ1944 ALY 2                                36.361 METERS 22318     |
 EJ1945| CX4914 ALY RM 2                              9.126 METERS 30633     |
 EJ1945|---------------------------------------------------------------------|
 EJ1945
 EJ1945                          SUPERSEDED SURVEY CONTROL
 EJ1945
 EJ1945  NAD 83(1997)-  34 45 32.80623(N)    093 29 38.44925(W) AD(       ) 3
 EJ1945  NAD 83(1986)-  34 45 32.80716(N)    093 29 38.44680(W) AD(       ) 3
 EJ1945  NAD 27      -  34 45 32.45770(N)    093 29 37.75500(W) AD(       ) 3
 EJ1945  NGVD 29 (07/19/86)  306.8    (m)         1007.     (f) VERT ANG       
 EJ1945
 EJ1945.Superseded values are not recommended for survey control.
 EJ1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1945.See file dsdata.txt to determine how the superseded data were derived.
 EJ1945
 EJ1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5478846441(NAD 83)
 EJ1945_MARKER: DS = TRIANGULATION STATION DISK
 EJ1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1945
 EJ1945  HISTORY     - Date     Condition        Report By
 EJ1945  HISTORY     - 1956     MONUMENTED       CGS
 EJ1945  HISTORY     - 1959     GOOD             CGS
 EJ1945
 EJ1945                          STATION DESCRIPTION
 EJ1945
 EJ1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1945'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST ON
 EJ1945'THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 27.  IT IS ABOUT 2
 EJ1945'MILES SSW OF THE VILLAGE OF ALY AND 5 MILES NNE OF THE VILLAGE
 EJ1945'OF STORY.
 EJ1945'
 EJ1945'TO REACH THE STATION FROM THE SW CORNER OF THE CEMETERY
 EJ1945'IN ALY, GO SOUTH ON STATE HIGHWAY 27 FOR 1.8 MILES TO A Y
 EJ1945'FORK, TAKE THE RIGHT FORK (HIGHWAY 27) AND CONTINUE FOR 0.9 MILE
 EJ1945'TO STATION ON THE LEFT, EAST SIDE OF THE HIGHWAY.
 EJ1945'
 EJ1945'THE STATION MARK, STAMPED ALY 1956, IS A STANDARD DISK SET
 EJ1945'IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS ABOUT 6
 EJ1945'INCHES.  IT IS 27 FEET EAST OF THE APPROXIMATE CENTERLINE
 EJ1945'OF THE HIGHWAY AND ON THE TOP OF A BANK WHICH PARALLELS
 EJ1945'THE HIGHWAY AT THIS POINT.  IT IS 17 FEET NW OF A 12 INCH
 EJ1945'PINE TREE WITH A TRIANGULAR BLAZE.
 EJ1945'
 EJ1945'REFERENCE MARK 1, STAMPED ALY NO 1 1956, IS A STANDARD DISK
 EJ1945'SET IN A DRILL-HOLE IN BEDROCK IN THE WEST BANK OF A CUT
 EJ1945'FOR THE HIGHWAY.  IT IS ABOUT 6 INCHES LOWER THAN THE EDGE
 EJ1945'OF THE BANK AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.  IT IS
 EJ1945'ABOUT 4 FEET HIGHER THAN THE STATION MARK.
 EJ1945'
 EJ1945'REFERENCE MARK 2, STAMPED ALY NO 2 1956, IS A STANDARD DISK
 EJ1945'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES.
 EJ1945'IT IS NW OF THE STATION AND 27 FEET EAST OF THE APPROXIMATE
 EJ1945'CENTERLINE OF STATE HIGHWAY 27.  IT IS ABOUT 2 FEET LOWER
 EJ1945'THAN THE STATION.
 EJ1945'
 EJ1945'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 EJ1945
 EJ1945                          STATION RECOVERY (1959)
 EJ1945
 EJ1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 EJ1945'THE STATION WAS VISITED 11-12-59 AND ALL MARKS WERE FOUND
 EJ1945'IN GOOD CONDITION.  NO AZIMUTH MARK WAS ESTABLISHED FOR
 EJ1945'THIS STATION IN 1956.
 EJ1945'
 EJ1945'AT THE REQUEST OF THE STATE HIGHWAY DEPARTMENT THE STATION
 EJ1945'WAS MOVED AT THIS DATE.  A NEW STATION ALY 2 1959 WAS ESTABLISHED
 EJ1945'36.361 METERS SOUTHWEST OF THE STATION, COMPLETE WITH REFERENCE
 EJ1945'MARKS NO. 3 AND NO. 4.
 EJ1945'
 EJ1945'THE SURFACE MARK WAS DESTROYED AT THIS DATE AND THE DISK
 EJ1945'RECLAIMED.  THE UNDERGROUND MARK WAS LEFT INTACT.  REFERENCE
 EJ1945'MARKS NO. 1 AND NO. 2 WERE DESTROYED AND THE DISKS RECLAIMED.
 EJ1945'
 EJ1945'SEE DESCRIPTION OF ALY 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1944 ***********************************************************************
 EJ1944  DESIGNATION -  ALY 2
 EJ1944  PID         -  EJ1944
 EJ1944  STATE/COUNTY-  AR/YELL
 EJ1944  USGS QUAD   -  ONYX (1968)
 EJ1944
 EJ1944                         *CURRENT SURVEY CONTROL
 EJ1944  ___________________________________________________________________
 EJ1944* NAD 83(1997)-  34 45 31.93700(N)    093 29 39.43549(W)     ADJUSTED  
 EJ1944* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 EJ1944  ___________________________________________________________________
 EJ1944  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 EJ1944  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EJ1944
 EJ1944  HORZ ORDER  -  THIRD
 EJ1944
 EJ1944.The horizontal coordinates were established by classical geodetic methods
 EJ1944.and adjusted by the National Geodetic Survey in September 1999..
 EJ1944.No horizontal observational check was made to the station.
 EJ1944
 EJ1944.The orthometric height was scaled from a topographic map.
 EJ1944
 EJ1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1944
 EJ1944.The geoid height was determined by GEOID03.
 EJ1944
 EJ1944;                    North         East     Units Scale Factor Converg.
 EJ1944;SPC AR N     -    48,248.812   263,190.194   MT  1.00003887   -0 52 10.3
 EJ1944;SPC AR N     -   158,296.31    863,483.16   sFT  1.00003887   -0 52 10.3
 EJ1944;SPC AR S     -   633,057.586   263,195.356   MT  0.99999827   -0 50 10.8
 EJ1944;SPC AR S     - 2,076,956.43    863,500.10   sFT  0.99999827   -0 50 10.8
 EJ1944;UTM  15      - 3,846,414.598   454,763.322   MT  0.99962522   -0 16 54.5
 EJ1944
 EJ1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1944!SPC AR N     -   0.99995588  x   1.00003887  =   0.99999475
 EJ1944!SPC AR S     -   0.99995588  x   0.99999827  =   0.99995415
 EJ1944!UTM  15      -   0.99995588  x   0.99962522  =   0.99958112
 EJ1944
 EJ1944|---------------------------------------------------------------------|
 EJ1944| PID    Reference Object                     Distance      Geod. Az  |
 EJ1944|                                                           dddmmss.s |
 EJ1944| EJ1945 ALY                                  36.361 METERS 04318     |
 EJ1944| CX4915 ALY 2 RM 3                           15.465 METERS 18631     |
 EJ1944| CX4916 ALY 2 RM 4                           29.140 METERS 31210     |
 EJ1944|---------------------------------------------------------------------|
 EJ1944
 EJ1944                          SUPERSEDED SURVEY CONTROL
 EJ1944
 EJ1944  NAD 83(1997)-  34 45 31.94745(N)    093 29 39.42975(W) AD(       ) 3
 EJ1944  NAD 83(1986)-  34 45 31.94839(N)    093 29 39.42729(W) AD(       ) 3
 EJ1944  NAD 27      -  34 45 31.59890(N)    093 29 38.73540(W) AD(       ) 3
 EJ1944
 EJ1944.Superseded values are not recommended for survey control.
 EJ1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1944.See file dsdata.txt to determine how the superseded data were derived.
 EJ1944
 EJ1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5476346415(NAD 83)
 EJ1944_MARKER: DS = TRIANGULATION STATION DISK
 EJ1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1944_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1944
 EJ1944  HISTORY     - Date     Condition        Report By
 EJ1944  HISTORY     - 1959     MONUMENTED       CGS
 EJ1944  HISTORY     - 1972     GOOD             NGS
 EJ1944
 EJ1944                          STATION DESCRIPTION
 EJ1944
 EJ1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 EJ1944'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF THE
 EJ1944'COMMUNITY OF ALY, AND 4 MILES NORTH-NORTHEAST OF THE VILLAGE
 EJ1944'OF STORY, IN THE OUACHITA NATIONAL FOREST, ABOUT 0.8 MILES
 EJ1944'SOUTH OF THE BRIDGE OVER IRONS CREEK, ON THE SOUTHWEST SIDE
 EJ1944'OF STATE HIGHWAY 27.  IT IS 82 FEET SOUTHWEST OF THE CENTERLINE
 EJ1944'OF STATE HIGHWAY 27, 15 FEET NORTHWEST OF A 6-INCH SCRUB
 EJ1944'OAK TREE, ABOUT 100 FEET SOUTH OF THE HIGHEST PART OF THE
 EJ1944'HILL, ON THE TOP OF A CUT BANK AND 2 FEET SOUTHWEST OF A
 EJ1944'METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 EJ1944'DISK, STAMPED ALY 2 1959, PROJECTING 6 INCHES.
 EJ1944'
 EJ1944'REFERENCE MARK NO. 3 IS SOUTH-SOUTHWEST OF THE STATION, 132
 EJ1944'FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 27, 8 FEET
 EJ1944'NORTHWEST OF A 6-INCH OAK TREE LEANING TO THE SOUTHWEST
 EJ1944'AND 3 FEET NORTHWEST OF A METAL WITNESS POST BEARING A WHITE
 EJ1944'SIGN.  IT IS A STANDARD DISK, STAMPED ALY 2 NO 3 1959, PROJECTING
 EJ1944'4 INCHES.
 EJ1944'
 EJ1944'REFERENCE MARK NO. 4 IS NORTH OF THE STATION, ON THE HIGHEST
 EJ1944'PART OF THE HILL 81 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 EJ1944'HIGHWAY 27, AND 10 FEET SOUTHEAST OF A METAL WITNESS POST
 EJ1944'BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED ALY
 EJ1944'2 NO 4 1959, SET IN A DRILL HOLE IN A BLUE GRANITE ROCK
 EJ1944'2 BY 3 FEET PROJECTING ABOUT 1 FOOT.
 EJ1944'
 EJ1944'TO REACH THE STATION FROM THE PARTAINS GROCERY STORE IN
 EJ1944'THE VILLAGE OF STORY, GO NORTH ON STATE HIGHWAY 27 FOR 0.75
 EJ1944'MILE TO A FORK, CONTINUE NORTH ON STATE HIGHWAY 27 FOR 3.1
 EJ1944'MILES TO THE MARK ON THE LEFT.
 EJ1944
 EJ1944                          STATION RECOVERY (1972)
 EJ1944
 EJ1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1944'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 EJ1944'CONDITION AND AS PREVIOUSLY DESCRIBED.  FOLLOWING IS A NEW
 EJ1944'DESCRIPTION OF THE ROUTE TO REACH THE STATION.
 EJ1944'
 EJ1944'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 298 AND 27 AT THE
 EJ1944'POST OFFICE IN STORY, GO NORTHERLY ON HIGHWAY 27 FOR 3.25 MILES TO
 EJ1944'THE BRIDGE OVER MUDDY CREEK.  CONTINUE NORTHERLY ON HIGHWAY 27 FOR
 EJ1944'1.7 MILES TO A CUT BANK NEAR THE TOP OF A HILL AND THE STATION ON
 EJ1944'THE LEFT.
 EJ1944'
 EJ1944'THIS STATION WAS NOT OCCUPIED THIS DATE.
 EJ1944'
 EJ1944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 EJ1944'NORTH-NORTHEAST OF THE VILLAGE OF STORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0339 ***********************************************************************
 DL0339  DESIGNATION -  AM
 DL0339  PID         -  DL0339
 DL0339  STATE/COUNTY-  AR/OUACHITA
 DL0339  USGS QUAD   -  CAMDEN SW (1985)
 DL0339
 DL0339                         *CURRENT SURVEY CONTROL
 DL0339  ___________________________________________________________________
 DL0339* NAD 83(1986)-  33 31 30.     (N)    092 53 38.     (W)     SCALED    
 DL0339* NAVD 88     -        44.222  (meters)     145.09   (feet)  ADJUSTED  
 DL0339  ___________________________________________________________________
 DL0339  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL0339  DYNAMIC HT  -          44.175 (meters)     144.93  (feet)  COMP
 DL0339  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 DL0339
 DL0339  VERT ORDER  -  FIRST     CLASS II
 DL0339
 DL0339.The horizontal coordinates were scaled from a topographic map and have
 DL0339.an estimated accuracy of +/- 6 seconds.
 DL0339
 DL0339.The orthometric height was determined by differential leveling
 DL0339.and adjusted by the National Geodetic Survey in June 1991..
 DL0339
 DL0339.The geoid height was determined by GEOID03.
 DL0339
 DL0339.The dynamic height is computed by dividing the NAVD 88
 DL0339.geopotential number by the normal gravity value computed on the
 DL0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0339.degrees latitude (g = 980.6199 gals.).
 DL0339
 DL0339.The modeled gravity was interpolated from observed gravity values.
 DL0339
 DL0339;                    North         East    Units  Estimated Accuracy
 DL0339;SPC AR S     -   495,560.      316,970.      MT  (+/- 180 meters Scaled)
 DL0339
 DL0339                          SUPERSEDED SURVEY CONTROL
 DL0339
 DL0339  NGVD 29 (??/??/92)   44.25   (m)          145.2    (f) COMPUTED    1 2
 DL0339
 DL0339.Superseded values are not recommended for survey control.
 DL0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0339.See file dsdata.txt to determine how the superseded data were derived.
 DL0339
 DL0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT098094(NAD 83)
 DL0339_MARKER: N = NAIL
 DL0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0339_SP_SET: OAK TREE
 DL0339_STAMPING: AM1960
 DL0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0339
 DL0339  HISTORY     - Date     Condition        Report By
 DL0339  HISTORY     - 1960     MONUMENTED       CGS
 DL0339
 DL0339                          STATION DESCRIPTION
 DL0339
 DL0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0339'5.75 MI SW FROM CAMDEN.
 DL0339'COPPER NAIL AND WASHER, 57 FEET NORTHWEST OF BM A 204, SET IN THE
 DL0339'NORTH ROOT OF A 32-INCH LIVE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1779 ***********************************************************************
 FF1779  DESIGNATION -  AMAGON
 FF1779  PID         -  FF1779
 FF1779  STATE/COUNTY-  AR/JACKSON
 FF1779  USGS QUAD   -  AMAGON (1965)
 FF1779
 FF1779                         *CURRENT SURVEY CONTROL
 FF1779  ___________________________________________________________________
 FF1779* NAD 83(1997)-  35 33 42.66359(N)    091 06 18.46612(W)     ADJUSTED  
 FF1779* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 FF1779  ___________________________________________________________________
 FF1779  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FF1779  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF1779
 FF1779  HORZ ORDER  -  SECOND
 FF1779
 FF1779.The horizontal coordinates were established by classical geodetic methods
 FF1779.and adjusted by the National Geodetic Survey in September 1999..
 FF1779
 FF1779.The orthometric height was scaled from a topographic map.
 FF1779
 FF1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1779
 FF1779.The geoid height was determined by GEOID03.
 FF1779
 FF1779;                    North         East     Units Scale Factor Converg.
 FF1779;SPC AR N     -   136,662.133   481,122.463   MT  0.99993601   +0 31 14.6
 FF1779;SPC AR N     -   448,365.68  1,578,482.61   sFT  0.99993601   +0 31 14.6
 FF1779;UTM  15      - 3,937,004.973   671,730.060   MT  0.99996343   +1 06 08.2
 FF1779
 FF1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1779!SPC AR N     -   0.99999348  x   0.99993601  =   0.99992949
 FF1779!UTM  15      -   0.99999348  x   0.99996343  =   0.99995691
 FF1779
 FF1779|---------------------------------------------------------------------|
 FF1779| PID    Reference Object                     Distance      Geod. Az  |
 FF1779|                                                           dddmmss.s |
 FF1779| CI0058 AMAGON RM 1                          27.195 METERS 02413     |
 FF1779| FF2123 WEINER ROBERTS RICE MILLS TANK      APPROX.19.4 KM 0710839.1 |
 FF1779| FF2124 WEINER ROBERTS RICE MILLS ELEV      APPROX.19.6 KM 0711255.1 |
 FF1779| CI0057 AMAGON AZ MK                                       0964233.3 |
 FF1779| CI0059 AMAGON RM 2                          35.662 METERS 26650     |
 FF1779| FF1795 NEWPORT E TRANSMISSION TOWER        APPROX.17.2 KM 2900740.6 |
 FF1779|---------------------------------------------------------------------|
 FF1779
 FF1779                          SUPERSEDED SURVEY CONTROL
 FF1779
 FF1779  NAD 83(1997)-  35 33 42.67025(N)    091 06 18.46573(W) AD(       ) 2
 FF1779  NAD 83(1986)-  35 33 42.67569(N)    091 06 18.46564(W) AD(       ) 2
 FF1779  NAD 27      -  35 33 42.38540(N)    091 06 18.02330(W) AD(       ) 2
 FF1779
 FF1779.Superseded values are not recommended for survey control.
 FF1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1779.See file dsdata.txt to determine how the superseded data were derived.
 FF1779
 FF1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7173037005(NAD 83)
 FF1779_MARKER: DS = TRIANGULATION STATION DISK
 FF1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1779+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 FF1779
 FF1779  HISTORY     - Date     Condition        Report By
 FF1779  HISTORY     - 1954     MONUMENTED       CGS
 FF1779  HISTORY     - 20020921 GOOD             USACE
 FF1779
 FF1779                          STATION DESCRIPTION
 FF1779
 FF1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1779'THE STATION IS ON THE PROPERTY OF MR. W.A. MC CARTNEY, IN SECTION
 FF1779'21, T 11 N, R 1 W, ABOUT 0.35 MILE EAST OF THE POST OFFICE IN
 FF1779'AMAGON, 0.05 MILE WEST OF THE MC CARTNEY FARM HOME, 65 FEET
 FF1779'NORTH OF THE CENTER OF STATE HIGHWAY 14 AND 10 FEET NORTH OF A
 FF1779'4 X 4 INCH WHITE WITNESS POST.
 FF1779'
 FF1779'TO REACH THE STATION FROM THE POST OFFICE IN AMAGON, GO EAST
 FF1779'ON STATE HIGHWAY 14 FOR 0.35 MILE TO THE STATION ON THE LEFT,
 FF1779'CONTINUE EAST ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 FF1779'RIGHT AS DESCRIBED.
 FF1779'
 FF1779'THE STATION MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND
 FF1779'THE DISK IS STAMPED AMAGON 1954.
 FF1779'
 FF1779'REFERENCE MARK 1 PROJECTS 1 INCH AND THE DISK IS STAMPED AMAGON
 FF1779'NO 1 1954.
 FF1779'
 FF1779'REFERENCE MARK 2 IS 60 FEET NORTH OF THE CENTER OF THE HIGHWAY
 FF1779'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES
 FF1779'AND THE DISK IS STAMPED AMAGON NO 2 1954.
 FF1779'
 FF1779'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTER OF STATE
 FF1779'HIGHWAY 14, 31 FEET WEST OF THE CENTER OF A DIRT ROAD, 12 FEET
 FF1779'NORTHWEST OF A POWERLINE POLE AND 4 FEET NORTH OF A 4 X 4 INCH
 FF1779'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 FF1779'STAMPED AMAGON 1954.
 FF1779'
 FF1779'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1779
 FF1779                          STATION RECOVERY (2002)
 FF1779
 FF1779'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0099 ***********************************************************************
 EJ0099  DESIGNATION -  AMBY
 EJ0099  PID         -  EJ0099
 EJ0099  STATE/COUNTY-  AR/PULASKI
 EJ0099  USGS QUAD   -  WOODSON (1987)
 EJ0099
 EJ0099                         *CURRENT SURVEY CONTROL
 EJ0099  ___________________________________________________________________
 EJ0099* NAD 83(1997)-  34 35 04.71904(N)    092 12 56.23931(W)     ADJUSTED  
 EJ0099* NAVD 88     -        76.92   (+/-2cm)     252.4    (feet)  VERTCON   
 EJ0099  ___________________________________________________________________
 EJ0099  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 EJ0099  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ0099
 EJ0099  HORZ ORDER  -  SECOND
 EJ0099  VERT ORDER  -  THIRD ? (See Below)
 EJ0099
 EJ0099.The horizontal coordinates were established by classical geodetic methods
 EJ0099.and adjusted by the National Geodetic Survey in September 1999..
 EJ0099
 EJ0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0099.The vertical order pertains to the NGVD 29 superseded value.
 EJ0099
 EJ0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0099
 EJ0099.The geoid height was determined by GEOID03.
 EJ0099
 EJ0099;                    North         East     Units Scale Factor Converg.
 EJ0099;SPC AR S     -   612,752.495   380,218.031   MT  0.99996447   -0 07 14.5
 EJ0099;SPC AR S     - 2,010,338.81  1,247,431.99   sFT  0.99996447   -0 07 14.5
 EJ0099;UTM  15      - 3,827,262.769   571,936.391   MT  0.99966378   +0 26 42.9
 EJ0099
 EJ0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0099!SPC AR S     -   0.99999207  x   0.99996447  =   0.99995654
 EJ0099!UTM  15      -   0.99999207  x   0.99966378  =   0.99965585
 EJ0099
 EJ0099:                Primary Azimuth Mark                     Grid Az
 EJ0099:SPC AR S     -  ANDY                                     162 41 26.9
 EJ0099:UTM  15      -  ANDY                                     162 07 29.5
 EJ0099
 EJ0099|---------------------------------------------------------------------|
 EJ0099| PID    Reference Object                     Distance      Geod. Az  |
 EJ0099|                                                           dddmmss.s |
 EJ0099| EJ0098 ANDY                                APPROX. 1.5 KM 1623412.4 |
 EJ0099|---------------------------------------------------------------------|
 EJ0099
 EJ0099                          SUPERSEDED SURVEY CONTROL
 EJ0099
 EJ0099  NAD 83(1986)-  34 35 04.72868(N)    092 12 56.23014(W) AD(       ) 2
 EJ0099  NAD 27      -  34 35 04.38800(N)    092 12 55.69000(W) AD(       ) 2
 EJ0099  NGVD 29 (07/19/86)   76.96   (m)          252.5    (f) LEVELING    3  
 EJ0099
 EJ0099.Superseded values are not recommended for survey control.
 EJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0099.See file dsdata.txt to determine how the superseded data were derived.
 EJ0099
 EJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7193627263(NAD 83)
 EJ0099_MARKER: DD = SURVEY DISK
 EJ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0099_STAMPING: AMBY 1934
 EJ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0099+STABILITY: SURFACE MOTION
 EJ0099
 EJ0099  HISTORY     - Date     Condition        Report By
 EJ0099  HISTORY     - 1940     MONUMENTED       ARGS
 EJ0099  HISTORY     - 1937     GOOD             NGS
 EJ0099  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0099  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0099
 EJ0099                          STATION DESCRIPTION
 EJ0099
 EJ0099'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1940 (ANS)
 EJ0099'THE STATION IS APPROXIMATELY 0.8 MILE NNW OF STATION PERKINS 1940
 EJ0099'ON THE MISSOURI-PACIFIC RAILROAD RIGHT-OF-WAY, 27 FEET W OF THE
 EJ0099'W RAIL OF THE TRACK, 20 FEET E OF THE FENCE LINE, AND 48 FEET
 EJ0099'NW OF A TELEPHONE POLE MARKED B M IN LARGE WHITE LETTERS.
 EJ0099'
 EJ0099'THE STATION IS MARKED AS DESCRIBED BY A STANDARD
 EJ0099'STATE SURVEY BRASS DISK SET IN A 6-INCH SQUARE CONCRETE POST,
 EJ0099'AND IS STAMPED AMBY 1934.  THE STATION IS 1.2 MILES, BY ROAD,
 EJ0099'S OF WRIGHTVILLE.
 EJ0099
 EJ0099                          STATION RECOVERY (1937)
 EJ0099
 EJ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 EJ0099'1.1 MI S FROM WRIGHTSVILLE.
 EJ0099'1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0099'SIGN AT WRIGHTSVILLE, PULASKI COUNTY, 81 FEET NORTHWEST OF POLE
 EJ0099'358+32, 27 FEET WEST OF THE WEST RAIL, AND 20 FEET EAST OF THE
 EJ0099'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED AMBY 1934
 EJ0099'AND SET IN THE TOP OF A CONCRETE POST.
 EJ0099
 EJ0099                          STATION RECOVERY (1984)
 EJ0099
 EJ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0099'NOT RECOVERED, DRAINAGE DITCH CLEANED OUT, CONSIDERED LOST.
 EJ0099
 EJ0099                          STATION RECOVERY (1990)
 EJ0099
 EJ0099'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1997 ***********************************************************************
 EJ1997  DESIGNATION -  AMITY
 EJ1997  PID         -  EJ1997
 EJ1997  STATE/COUNTY-  AR/PIKE
 EJ1997  USGS QUAD   -  AMITY (1966)
 EJ1997
 EJ1997                         *CURRENT SURVEY CONTROL
 EJ1997  ___________________________________________________________________
 EJ1997* NAD 83(1997)-  34 16 46.05830(N)    093 29 01.25936(W)     ADJUSTED  
 EJ1997* NAVD 88     -       252.2    (meters)     827.     (feet)  VERTCON   
 EJ1997  ___________________________________________________________________
 EJ1997  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 EJ1997  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EJ1997
 EJ1997  HORZ ORDER  -  SECOND
 EJ1997
 EJ1997.The horizontal coordinates were established by classical geodetic methods
 EJ1997.and adjusted by the National Geodetic Survey in September 1999..
 EJ1997
 EJ1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1997
 EJ1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1997
 EJ1997.The geoid height was determined by GEOID03.
 EJ1997
 EJ1997;                    North         East     Units Scale Factor Converg.
 EJ1997;SPC AR S     -   579,869.434   263,395.426   MT  0.99992758   -0 49 49.5
 EJ1997;SPC AR S     - 1,902,454.97    864,156.49   sFT  0.99992758   -0 49 49.5
 EJ1997;UTM  15      - 3,793,248.567   455,479.519   MT  0.99962443   -0 16 20.7
 EJ1997
 EJ1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1997!SPC AR S     -   0.99996474  x   0.99992758  =   0.99989232
 EJ1997!UTM  15      -   0.99996474  x   0.99962443  =   0.99958918
 EJ1997
 EJ1997|---------------------------------------------------------------------|
 EJ1997| PID    Reference Object                     Distance      Geod. Az  |
 EJ1997|                                                           dddmmss.s |
 EJ1997| CX4920 AMITY RM 1                           10.644 METERS 03838     |
 EJ1997| CX4921 AMITY RM 2                            8.431 METERS 29619     |
 EJ1997| EJ2004 GLENWOOD MUNICIPAL TANK             APPROX. 8.2 KM 3110345.4 |
 EJ1997|---------------------------------------------------------------------|
 EJ1997
 EJ1997                          SUPERSEDED SURVEY CONTROL
 EJ1997
 EJ1997  NAD 83(1997)-  34 16 46.06737(N)    093 29 01.25334(W) AD(       ) 2
 EJ1997  NAD 83(1986)-  34 16 46.06778(N)    093 29 01.25101(W) AD(       ) 2
 EJ1997  NAD 27      -  34 16 45.71550(N)    093 29 00.58440(W) AD(       ) 2
 EJ1997  NGVD 29 (07/19/86)  252.2    (m)          827.     (f) VERT ANG       
 EJ1997
 EJ1997.Superseded values are not recommended for survey control.
 EJ1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1997.See file dsdata.txt to determine how the superseded data were derived.
 EJ1997
 EJ1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5548093249(NAD 83)
 EJ1997_MARKER: DS = TRIANGULATION STATION DISK
 EJ1997_SETTING: 80 = SET IN A BOULDER
 EJ1997_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ1997
 EJ1997  HISTORY     - Date     Condition        Report By
 EJ1997  HISTORY     - 1957     MONUMENTED       CGS
 EJ1997  HISTORY     - 1962     GOOD             CGS
 EJ1997
 EJ1997                          STATION DESCRIPTION
 EJ1997
 EJ1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1997'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF AMITY
 EJ1997'ON THE HIGHEST POINT AND AT THE WEST END OF A PROMINENT TIMBER
 EJ1997'COVERED RIDGE, 21 FEET SOUTH-SOUTHEAST OF A 12 INCH TRIANGULAR
 EJ1997'BLAZED TREE.  THE MARK IS STAMPED AMITY 1957.
 EJ1997'
 EJ1997'REFERENCE MARK NO. 1 IS 30 FEET NORTHEAST OF THE TRIANGULAR
 EJ1997'BLAZED TREE AND IS ON ABOUT THE SAME ELEVATION AS THE STATION.
 EJ1997'IT IS STAMPED AMITY NO 1 1957.
 EJ1997'
 EJ1997'REFERENCE MARK NO. 2 IS 18 FEET WEST OF THE TRIANGULAR BLAZED
 EJ1997'TREE AND IS ON ABOUT THE SAME ELEVATION AS THE STATION.
 EJ1997'IT IS STAMPED AMITY NO 2 1957.
 EJ1997'
 EJ1997'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 49.0 FEET.
 EJ1997'
 EJ1997'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 EJ1997'
 EJ1997'TO REACH THE STATION FROM THE POST OFFICE IN AMITY, GO WEST ON
 EJ1997'STATE HIGHWAY 8 FOR 0.35 MILE TO A CROSS STREET, TURN RIGHT
 EJ1997'AND GO NORTH AND NORTHWEST ON MAIN TRAVELED GRAVELED ROAD
 EJ1997'FOR 1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 EJ1997'NORTHEASTERLY ON WOODS ROAD FOR 0.15 MILE TO SOME DIM TRACKS
 EJ1997'LEFT AT REMAINS OF OLD HOUSE AND END OF TRUCK TRAVEL.  FROM THIS
 EJ1997'POINT PACK DUE WEST FOR ABOUT 0.15 MILE UP STEEP BRUSHY SLOPE
 EJ1997'TO THE HIGHEST POINT OF RIDGE AND STATION AT WEST END OF
 EJ1997'RIDGE AS DESCRIBED.  (ABOUT A 15 MINUTE PACK.)
 EJ1997'
 EJ1997'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 EJ1997
 EJ1997                          STATION RECOVERY (1962)
 EJ1997
 EJ1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ1997'THIS STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 EJ1997'AND MARKS FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET
 EJ1997'FOR THIS STATION.
 EJ1997'
 EJ1997'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EJ1997'EXCEPT THAT THE LAST 0.15 MILE OF ROAD IS IMPASSABLE.  THE
 EJ1997'STATION WAS REACHED BY WALKING ABOUT DUE NORTH TO THE STATION
 EJ1997'FROM THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2017 ***********************************************************************
 DK2017  DESIGNATION -  AMOS
 DK2017  PID         -  DK2017
 DK2017  STATE/COUNTY-  AR/DESHA
 DK2017  USGS QUAD   -  KELSO (1969)
 DK2017
 DK2017                         *CURRENT SURVEY CONTROL
 DK2017  ___________________________________________________________________
 DK2017* NAD 83(1997)-  33 48 13.89720(N)    091 21 33.35748(W)     ADJUSTED  
 DK2017* NAVD 88     -        47.25   (+/-2cm)     155.0    (feet)  VERTCON   
 DK2017  ___________________________________________________________________
 DK2017  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DK2017  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK2017
 DK2017  HORZ ORDER  -  FIRST
 DK2017  VERT ORDER  -  THIRD ? (See Below)
 DK2017
 DK2017.The horizontal coordinates were established by classical geodetic methods
 DK2017.and adjusted by the National Geodetic Survey in September 1999..
 DK2017
 DK2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2017.The vertical order pertains to the NGVD 29 superseded value.
 DK2017
 DK2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2017
 DK2017.The geoid height was determined by GEOID03.
 DK2017
 DK2017;                    North         East     Units Scale Factor Converg.
 DK2017;SPC AR S     -   526,314.221   459,325.033   MT  0.99992652   +0 21 31.0
 DK2017;SPC AR S     - 1,726,749.24  1,506,968.88   sFT  0.99992652   +0 21 31.0
 DK2017;UTM  15      - 3,741,618.756   651,873.561   MT  0.99988435   +0 54 46.8
 DK2017
 DK2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2017!SPC AR S     -   0.99999670  x   0.99992652  =   0.99992322
 DK2017!UTM  15      -   0.99999670  x   0.99988435  =   0.99988105
 DK2017
 DK2017|---------------------------------------------------------------------|
 DK2017| PID    Reference Object                     Distance      Geod. Az  |
 DK2017|                                                           dddmmss.s |
 DK2017| CY5155 AMOS RM 2                            30.324 METERS 03515     |
 DK2017| CY5157 AMOS RM 5                            63.975 METERS 04941     |
 DK2017| CY5153 AMOS AZ MK                                         0711738.7 |
 DK2017| CY5156 AMOS RM 4                            59.482 METERS 28011     |
 DK2017| CY5154 AMOS RM 1                            35.386 METERS 28326     |
 DK2017|---------------------------------------------------------------------|
 DK2017
 DK2017                          SUPERSEDED SURVEY CONTROL
 DK2017
 DK2017  NAD 83(1997)-  33 48 13.90515(N)    091 21 33.35291(W) AD(       ) 1
 DK2017  NAD 83(1986)-  33 48 13.90536(N)    091 21 33.35287(W) AD(       ) 1
 DK2017  NAD 27      -  33 48 13.52602(N)    091 21 32.91714(W) AD(       ) 1
 DK2017  NGVD 29 (07/19/86)   47.36   (m)          155.4    (f) LEVELING    3  
 DK2017
 DK2017.Superseded values are not recommended for survey control.
 DK2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2017.See file dsdata.txt to determine how the superseded data were derived.
 DK2017
 DK2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5187441619(NAD 83)
 DK2017_MARKER: DS = TRIANGULATION STATION DISK
 DK2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2017
 DK2017  HISTORY     - Date     Condition        Report By
 DK2017  HISTORY     - 1940     MONUMENTED       CGS
 DK2017  HISTORY     - 1963     GOOD             CGS
 DK2017  HISTORY     - 1964     MARK NOT FOUND   CGS
 DK2017  HISTORY     - 1965     GOOD             CGS
 DK2017  HISTORY     - 20040113 MARK NOT FOUND   USACE
 DK2017
 DK2017                          STATION DESCRIPTION
 DK2017
 DK2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2017'STATION IS LOCATED IN A BEND OF AMOS BAYOU, ABOUT 7 MILES E
 DK2017'AND 2.3 MILES N OF THE TOWN OF WINCHESTER ALONG THE WINCHESTER
 DK2017'TO KELSO ROAD, ON PROPERTY OWNED BY MR. R.A. ZEBOLD, WHO LIVES
 DK2017'ABOUT 0.4 MILE E OF THE STATION.
 DK2017'
 DK2017'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK2017'BRONZE DISKS SET IN CONCRETE.
 DK2017'
 DK2017'SURFACE MARK PROJECTS 6 INCHES AND IS 33 FEET S OF THE CENTER
 DK2017'OF THE MAIN GRAVEL ROAD, 35 FEET N OF A WIRE FENCE AND 5.5
 DK2017'FEET E OF A WHITE REFERENCE POST.
 DK2017'
 DK2017'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS 25.4 FEET N OF
 DK2017'THE CENTER OF MAIN GRAVEL ROAD, 1.2 FEET S OF A WIRE FENCE AND
 DK2017'ABOUT ON SAME LEVEL AS STATION.  REFERENCE MARK NO. 2 PROJECTS
 DK2017'8 INCHES AND IS 25 FEET N OF THE CENTER OF MAIN GRAVEL ROAD, 1
 DK2017'FOOT S OF A WIRE FENCE AND ABOUT ON SAME LEVEL AS STATION.
 DK2017'
 DK2017'AZIMUTH MARK IS 0.65 MILE E OF STATION ON THE N SIDE OF MAIN
 DK2017'ROAD, JUST ACROSS FROM HOUSE OWNED BY MR. BOYD STRATTON.
 DK2017'AZIMUTH MARK PROJECTS 6 INCHES AND IS 36.9 FEET N OF THE CENTER
 DK2017'OF MAIN GRAVEL ROAD, 36.9 FEET E OF THE CENTER OF A FARM ROAD,
 DK2017'36.9 FEET E OF THE CENTER OF A FARM ROAD, AND 4.5 FEET W OF A
 DK2017'WHITE REFERENCE POST.
 DK2017'
 DK2017'TO REACH STATION FROM HENRY SHULTZS GROCERY STORE ON U.S. HIGHWAY
 DK2017'65 NEAR WINCHESTER, GO E ON GRAVEL ROAD (FOLLOWING MAIN ROAD)
 DK2017'6.8 MILES TO BICKHAMS STORE ON THE LEFT, CONTINUE ON MAIN ROAD 0.4
 DK2017'MILE TO A TURN IN ROAD AND STATION ON THE RIGHT.
 DK2017'
 DK2017'TO REACH AZIMUTH MARK, CONTINUE ON MAIN ROAD FROM STATION 0.65
 DK2017'MILE TO MR. STRATTONS HOUSE ON THE RIGHT AND AZIMUTH ON THE
 DK2017'LEFT.
 DK2017'
 DK2017'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK2017
 DK2017                          STATION RECOVERY (1963)
 DK2017
 DK2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DK2017'STATION, THE AZIMUTH MARK, AND REFERENCE MARKS NO. 4 AND NO. 5 WERE
 DK2017'RECOVERED IN GOOD CONDITION.  THE ROUTE DESCRIPTION WAS ADEQUATE.
 DK2017
 DK2017                          STATION RECOVERY (1964)
 DK2017
 DK2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 DK2017'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED AT THIS TIME.
 DK2017'LOCATION OF THE STATION IS NOW IN CULTIVATION AND THE MARK
 DK2017'WAS PRPBABLY DESTROYED BY FARM MACHINERY.
 DK2017'
 DK2017'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 DK2017'
 DK2017'REFERENCE MARK NO. 2 WAS FOUND ALONG ROAD SIDE NEAR THE STATION
 DK2017'SITE AND HAD BEEN PULLED OUT OF GROUND.
 DK2017'
 DK2017'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN FAIR CONDITION.
 DK2017'
 DK2017'THE GROUND AT WHICH THE STATION WAS LOCATED, NOW BELONGS TO
 DK2017'MR. PAUL TEETER, WHO LIVES ABOUT 0.4 MILE W OF THE ORIGINAL
 DK2017'STATION SITE.
 DK2017
 DK2017                          STATION RECOVERY (1965)
 DK2017
 DK2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 DK2017'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE NO 1 AND
 DK2017'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 DK2017'NO. 1 WAS DESTROYED AT THIS DATE DUE TO ROAD CONSTRUCTION,
 DK2017'REFERENCE MARK NO. 2 WAS FOUND UPROOTED.  WAS STAMPED 5 AND
 DK2017'USED AS REFERENCE MARK NO. 5.  REFERENCE MARK NO. 4 WAS
 DK2017'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DK2017'
 DK2017'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST ALONG
 DK2017'THE WINCHESTER-KELSO ROAD FROM WINCHESTER, AT A BEND IN AMOS
 DK2017'BAYOU, AT THE NORTH EDGE OF A GARDEN PLOT WHICH IS AT THE NORTH
 DK2017'EDGE OF A LARGE CULTIVATED FIELD, 196 FEET WEST OF THE CENTER OF
 DK2017'A ROAD LEADING SOUTH, 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DK2017'115 FEET SOUTH OF THE SOUTHEAST CORNER OF A TENANT HOUSE, 50
 DK2017'FEET EAST OF A TELEPHONE POLE, 53 FEET EAST OF THE PROJECTED
 DK2017'PLANE OF THE EAST WALL OF THE TENANT HOUSE ON THE NORTH SIDE
 DK2017'OF THE ROAD,3 FEET ABOVE THE LEVEL OF THE DITCH AND ABOUT
 DK2017'LEVEL WITH THE ROAD IT IS A STANDARD DISK STAMPED AMOS 1940
 DK2017'FLUSH WITH THE GROUND AND 1 FOOT EAST OF A METAL WITNESS
 DK2017'POST.
 DK2017'
 DK2017'REFERENCE MARK NO. 4 IS 195.15 FEET NORTHWEST OF STATION, 86 FEET
 DK2017'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 68 FEET NORTH
 DK2017'OF THE CENTERLINE OF THE ROAD, 8.5 FEET EAST AND 2.5 FEET
 DK2017'SOUTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK PUMP HOUSE,
 DK2017'34 FEET SOUTH OF AN OLD HACKBERRY TREE, 32 FEET SOUTHWEST OF A
 DK2017'TRACK ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT
 DK2017'IS A STANDARD DISK, STAMPED AMOS NO 4 1940, PROJECTING 4
 DK2017'INCHES.
 DK2017'
 DK2017'REFERENCE MARK NO. 5 IS 209.89 FEET NORTHEAST OF THE STATION, 40
 DK2017'FEET NORTH OF THE CENTER OF THE ROAD, 30 FEET WEST OF THE
 DK2017'PROJECTED CENTERLINE OF A ROAD LEADING SOUTH, 6 FEET WEST OF A
 DK2017'POWER POLE AND ROW OF POLES RUNNING SOUTH, 77 FEET SOUTHWEST
 DK2017'OF THE SOUTHWEST CORNER OF A TENANT HOUSE, AND 1 FOOT EAST OF
 DK2017'A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED AMOS NO
 DK2017'5 1940, PROJECTING 8 INCHES.
 DK2017'
 DK2017'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION IN THE NORTHEAST
 DK2017'ANGLE OF THE JUNCTION OF A ROAD LEADING NORTH, 58 FEET EAST OF
 DK2017'A FENCE CORNER, 125 FEET NORTHEAST OF A LONE TREE IN A FIELD,
 DK2017'39 FEET NORTH OF THE CENTER OF THE ROAD, 41 FEET EAST OF THE
 DK2017'CENTER OF THE ROAD LEADING NORTH, 58 FEET NORTHEAST OF THE
 DK2017'CENTERLINE OF THE ROAD JUNCTION AND 1 FOOT EAST OF A METAL
 DK2017'WITNESS POST.  IT IS A STANDARD DISK, STAMPED AMOS 1940, FLUSH
 DK2017'WITH THE GROUND.
 DK2017'
 DK2017'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 65 AND
 DK2017'STATE HIGHWAY 138, 1 MILE EAST OF WINCHESTER, GO EAST ON STATE
 DK2017'HIGHWAY 139 FOR 8.1 MILE TO THE STATION CONTINUE EAST FOR 0.5
 DK2017'MILE TO AZIMUTH MARK.
 DK2017
 DK2017                          STATION RECOVERY (2004)
 DK2017
 DK2017'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK2017'RM4 FOUND IN GOOD CONDITION.
 DK2017'RM5 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1400 ***********************************************************************
 DL1400  DESIGNATION -  AMY
 DL1400  PID         -  DL1400
 DL1400  STATE/COUNTY-  AR/OUACHITA
 DL1400  USGS QUAD   -  HARMONY GROVE (1985)
 DL1400
 DL1400                         *CURRENT SURVEY CONTROL
 DL1400  ___________________________________________________________________
 DL1400* NAD 83(1997)-  33 44 55.43892(N)    092 49 26.00041(W)     ADJUSTED  
 DL1400* NAVD 88     -        42.25   (+/-2cm)     138.6    (feet)  VERTCON   
 DL1400  ___________________________________________________________________
 DL1400  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 DL1400  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DL1400
 DL1400  HORZ ORDER  -  FIRST
 DL1400  VERT ORDER  -  THIRD ? (See Below)
 DL1400
 DL1400.The horizontal coordinates were established by classical geodetic methods
 DL1400.and adjusted by the National Geodetic Survey in September 1999..
 DL1400
 DL1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1400.The vertical order pertains to the NGVD 29 superseded value.
 DL1400
 DL1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1400
 DL1400.The geoid height was determined by GEOID03.
 DL1400
 DL1400;                    North         East     Units Scale Factor Converg.
 DL1400;SPC AR S     -   520,321.537   323,667.919   MT  0.99993083   -0 27 40.0
 DL1400;SPC AR S     - 1,707,088.24  1,061,900.50   sFT  0.99993083   -0 27 40.0
 DL1400;UTM  15      - 3,734,310.490   516,311.208   MT  0.99960328   +0 05 52.2
 DL1400
 DL1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1400!SPC AR S     -   0.99999750  x   0.99993083  =   0.99992833
 DL1400!UTM  15      -   0.99999750  x   0.99960328  =   0.99960078
 DL1400
 DL1400:                Primary Azimuth Mark                     Grid Az
 DL1400:SPC AR S     -  LOOKOUT TOWER 35 AFC                     013 49 08.5
 DL1400:UTM  15      -  LOOKOUT TOWER 35 AFC                     013 15 36.3
 DL1400
 DL1400|---------------------------------------------------------------------|
 DL1400| PID    Reference Object                     Distance      Geod. Az  |
 DL1400|                                                           dddmmss.s |
 DL1400| DL1419 LOOKOUT TOWER 35 AFC                APPROX.20.7 KM 0132128.5 |
 DL1400| DL1385 HOLLY SPRINGS LOOKOUT TWR AFC       APPROX.10.7 KM 0730917.7 |
 DL1400| DL1388 BEARDEN MUNICIPAL TANK              APPROX.19.4 KM 0973442.1 |
 DL1400| CY5158 AMY AZ MK                                          1400128.5 |
 DL1400| CY5159 AMY RM 1                             54.261 METERS 22230     |
 DL1400| CY5160 AMY RM 2                             26.780 METERS 29605     |
 DL1400| DL1414 SPARKMAN MUNICIPAL TANK             APPROX.18.6 KM 3531712.3 |
 DL1400|---------------------------------------------------------------------|
 DL1400
 DL1400                          SUPERSEDED SURVEY CONTROL
 DL1400
 DL1400  NAD 83(1997)-  33 44 55.44799(N)    092 49 25.99268(W) AD(       ) 1
 DL1400  NAD 83(1986)-  33 44 55.44976(N)    092 49 25.99251(W) AD(       ) 1
 DL1400  NAD 27      -  33 44 55.06343(N)    092 49 25.40438(W) AD(       ) 1
 DL1400  NGVD 29 (07/19/86)   42.28   (m)          138.7    (f) LEVELING    3  
 DL1400
 DL1400.Superseded values are not recommended for survey control.
 DL1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1400.See file dsdata.txt to determine how the superseded data were derived.
 DL1400
 DL1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1631134310(NAD 83)
 DL1400_MARKER: DS = TRIANGULATION STATION DISK
 DL1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1400
 DL1400  HISTORY     - Date     Condition        Report By
 DL1400  HISTORY     - 1941     MONUMENTED       CGS
 DL1400  HISTORY     - 1942     GOOD             CGS
 DL1400  HISTORY     - 1964     GOOD             CGS
 DL1400
 DL1400                          STATION DESCRIPTION
 DL1400
 DL1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1400'STATION IS IN THE NE 1/4 OF SEC.26, ABOUT 1 MILE N OF THE
 DL1400'VILLAGE OF AMY, IN THE FARMYARD OF MR. J.R. ALBRITTON.  STATION
 DL1400'MARK IS 15 FEET W OF A LOG SHED, 131 FEET E OF THE CENTER
 DL1400'OF STATE HIGHWAY 7, 60 FEET SW OF THE SW CORNER OF MR. ALBRITTONS
 DL1400'HOUSE AND 12 FEET N OF A RAIL FENCE MARK IS STAMPED AMY 1941
 DL1400'AND PROJECTS 6 INCHES.
 DL1400'
 DL1400'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1400'BRONZE DISKS SET IN CONCRETE.
 DL1400'
 DL1400'REFERENCE MARK NO.1 IS 45 FEET W OF THE CENTER OF STATE
 DL1400'HIGHWAY 7, 1 FOOT S OF A BARNYARD FENCE, 27 FEET W OF A FENCE
 DL1400'CORNER AND 1 FOOT E OF A BOARD GATE.  MARK IS STAMPED AMY
 DL1400'NO.1 1941 AND PROJECTS 6 INCHES.
 DL1400'
 DL1400'REFERENCE MARK NO.2 IS 4 FEET S OF A FENCE CORNER, 1 FOOT
 DL1400'E OF A FENCE, 50 FEET S OF THE NW CORNER OF MR. ALBRITTONS
 DL1400'HOUSE.  MARK IS STAMPED AMY NO. 2 1941 AND PROJECTS 8 INCHES.
 DL1400'
 DL1400'AZIMUTH MARK IS 47 FEET W OF THE CENTER OF STATE HIGHWAY
 DL1400'7, 4.5 FEET W OF A WHITE REFERENCE POST, 21 FEET W OF A FENCE
 DL1400'CORNER, 1 FOOT N OF A FENCE AND 100 FEET E OF A NEGRO HOUSE.
 DL1400'MARK IS STAMPED AMY 1941 AND PROJECTS 4 INCHES.
 DL1400'
 DL1400'TO REACH THE STATION FROM THE RAILROAD DEPOT IN AMY, GO N
 DL1400'ON STATE HIGHWAY 7 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE
 DL1400'LEFT, W SIDE OF THE HIGHWAY NEAR A NEGRO HOUSE, CONTINUE ON
 DL1400'STATE HIGHWAY 7 FOR 0.35 MILE TO THE STATION ON THE RIGHT,
 DL1400'NEAR MR. ALBRITTONS HOUSE.
 DL1400'
 DL1400'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 DL1400
 DL1400                          STATION RECOVERY (1942)
 DL1400
 DL1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1400'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1400'CONDITION.
 DL1400
 DL1400                          STATION RECOVERY (1964)
 DL1400
 DL1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1400'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 DL1400'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO ALL MARKS
 DL1400'CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 DL1400'0.06 FOOT SHORTER THAN PREVIOUSLY MEASURED.  MANY OF THE
 DL1400'REFERENCE POINTS HAVE CHANGED.  A NEW DESCRIPTION FOLLOWS--
 DL1400'
 DL1400'THE STATION IS LOCATED ABOUT 1 MILE NORTH-NORTHWEST OF AMY,
 DL1400'ABOUT 8 MILES SOUTHWEST OF HOLLY SPRINGS, ABOUT 5-1/2 MILES
 DL1400'NORTH OF CAMDEN, IN THE NORTHEAST 1/4 OF SEC. 26, T. 11 S.,
 DL1400'R.17 W., AND ON THE PROPERTY OF MR. J.R. ALBRITTON.  IT IS
 DL1400'154 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 7,
 DL1400'96 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A LOG
 DL1400'HOUSE, 58 FEET WEST OF A 16 INCH PECAN TREE, 38 FEET NORTH
 DL1400'OF A 16 INCH PERSIMMON TREE, 23 FEET SOUTH-SOUTHEAST OF A
 DL1400'T-FENCE CORNER, 10 FEET EAST OF A WIRE FENCE, AND 9 FEET
 DL1400'SOUTHEAST OF A WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES
 DL1400'AND THE DISK IS STAMPED AMY 1941.
 DL1400'
 DL1400'TO REACH FROM THE RAILROAD CROSSING IN AMY, GO NORTH-NORTHWEST
 DL1400'ON STATE HIGHWAY 7 FOR 0.9 MILE TO A DRIVEWAY AND A BOARD
 DL1400'GATE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST
 DL1400'ON STATE HIGHWAY 7 FOR 0.35 MILE TO THE HOME OF MR. ALBRITTON
 DL1400'ON THE RIGHT AND THE STATION ON THE RIGHT.
 DL1400'
 DL1400'REFERENCE MARK 1 IS 50 FEET NORTHEAST OF A POWER POLE, 54
 DL1400'FEET NORTHWEST OF A 12 INCH PERSIMMON TREE, 45 FEET SOUTH OF
 DL1400'THE CENTERLINE OF STATE HIGHWAY 7 AND 26 FEET SOUTH OF A
 DL1400'WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 DL1400'STAMPED AMY NO 1 1941.
 DL1400'
 DL1400'REFERENCE MARK 2 IS 116 FEET NORTHEAST OF THE CENTERLINE OF
 DL1400'STATE HIGHWAY 7, 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DL1400'OF THE LOG HOUSE, 41 FEET NORTHEAST OF A POWER POLE, 19 FEET
 DL1400'NORTHEAST OF A FENCE CORNER, AND 17 FEET SOUTHWEST OF A 24 INCH
 DL1400'PECAN TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 DL1400'IS STAMPED AMY NO 2 1941.
 DL1400'
 DL1400'THE AZIMUTH MARK IS 51 FEET SOUTHWEST OF THE CENTERLINE OF
 DL1400'STATE HIGHWAY 7, 30 FEET SOUTH OF A WITNESS POST, 23 FEET
 DL1400'SOUTHWEST OF THE CENTER OF A BOARD GATE, AND 19 FEET SOUTHWEST
 DL1400'OF AN 8 INCH TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 DL1400'DISK IS STAMPED AMY 1941.
 DL1400'
 DL1400'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0526 ***********************************************************************
 DL0526  DESIGNATION -  AN
 DL0526  PID         -  DL0526
 DL0526  STATE/COUNTY-  AR/COLUMBIA
 DL0526  USGS QUAD   -  STEPHENS (1976)
 DL0526
 DL0526                         *CURRENT SURVEY CONTROL
 DL0526  ___________________________________________________________________
 DL0526* NAD 83(1986)-  33 23 42.     (N)    093 07 28.     (W)     SCALED    
 DL0526* NAVD 88     -        61.658  (meters)     202.29   (feet)  ADJUSTED  
 DL0526  ___________________________________________________________________
 DL0526  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0526  DYNAMIC HT  -          61.593 (meters)     202.08  (feet)  COMP
 DL0526  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 DL0526
 DL0526  VERT ORDER  -  FIRST     CLASS II
 DL0526
 DL0526.The horizontal coordinates were scaled from a topographic map and have
 DL0526.an estimated accuracy of +/- 6 seconds.
 DL0526
 DL0526.The orthometric height was determined by differential leveling
 DL0526.and adjusted by the National Geodetic Survey in June 1991..
 DL0526
 DL0526.The geoid height was determined by GEOID03.
 DL0526
 DL0526.The dynamic height is computed by dividing the NAVD 88
 DL0526.geopotential number by the normal gravity value computed on the
 DL0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0526.degrees latitude (g = 980.6199 gals.).
 DL0526
 DL0526.The modeled gravity was interpolated from observed gravity values.
 DL0526
 DL0526;                    North         East    Units  Estimated Accuracy
 DL0526;SPC AR S     -   481,360.      295,390.      MT  (+/- 180 meters Scaled)
 DL0526
 DL0526                          SUPERSEDED SURVEY CONTROL
 DL0526
 DL0526  NGVD 29 (??/??/92)   61.685  (m)          202.38   (f) ADJ UNCH    1 2
 DL0526
 DL0526.Superseded values are not recommended for survey control.
 DL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0526.See file dsdata.txt to determine how the superseded data were derived.
 DL0526
 DL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS884950(NAD 83)
 DL0526_MARKER: N = NAIL
 DL0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0526_SP_SET: OAK TREE
 DL0526_STAMPING: AN
 DL0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0526
 DL0526  HISTORY     - Date     Condition        Report By
 DL0526  HISTORY     - UNK      MONUMENTED       CGS
 DL0526  HISTORY     - 1960     GOOD             NGS
 DL0526
 DL0526                          STATION DESCRIPTION
 DL0526
 DL0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0526'3.8 MI SW FROM STEPHENS.
 DL0526'ABOUT 3.8 MILES SOUTHWEST ALONG THE ST LOUIS SOUTHWESTERN RAILWAY FROM
 DL0526'THE STATION AT STEPHENS, IN SECTION 25, T 15 S, R 20 W, 23 FEET WEST
 DL0526'OF BM U 204, SET IN THE WEST ROOT OF A 28-INCH OAK TREE.  A COPPER
 DL0526'NAIL AND WASHER STAMPED AN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2687 ***********************************************************************
 FE2687  DESIGNATION -  ANDERSON RESET
 FE2687  PID         -  FE2687
 FE2687  STATE/COUNTY-  AR/MISSISSIPPI
 FE2687  USGS QUAD   -  ARMOREL (1983)
 FE2687
 FE2687                         *CURRENT SURVEY CONTROL
 FE2687  ___________________________________________________________________
 FE2687* NAD 83(1997)-  35 52 46.33774(N)    089 47 16.66013(W)     ADJUSTED  
 FE2687* NAVD 88     -        77.0    (meters)     253.     (feet)  VERTCON   
 FE2687  ___________________________________________________________________
 FE2687  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FE2687  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE2687
 FE2687  HORZ ORDER  -  FIRST
 FE2687
 FE2687.The horizontal coordinates were established by classical geodetic methods
 FE2687.and adjusted by the National Geodetic Survey in September 1999..
 FE2687
 FE2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2687
 FE2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2687
 FE2687.The geoid height was determined by GEOID03.
 FE2687
 FE2687;                    North         East     Units Scale Factor Converg.
 FE2687;SPC AR N     -   173,783.527   599,721.505   MT  0.99994917   +1 17 13.9
 FE2687;SPC AR N     -   570,154.79  1,967,586.30   sFT  0.99994917   +1 17 13.9
 FE2687;SPC MO E     -     5,360.537   314,293.779   MT  0.99998425   +0 25 02.4
 FE2687;SPC TN       -   178,168.355   258,047.732   MT  0.99994872   -2 13 03.4
 FE2687;SPC TN       -   584,540.68    846,611.60   sFT  0.99994872   -2 13 03.4
 FE2687;UTM  16      - 3,974,178.087   248,314.758   MT  1.00038063   -1 38 05.4
 FE2687
 FE2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2687!SPC AR N     -   0.99999230  x   0.99994917  =   0.99994147
 FE2687!SPC MO E     -   0.99999230  x   0.99998425  =   0.99997655
 FE2687!SPC TN       -   0.99999230  x   0.99994872  =   0.99994102
 FE2687!UTM  16      -   0.99999230  x   1.00038063  =   1.00037293
 FE2687
 FE2687|---------------------------------------------------------------------|
 FE2687| PID    Reference Object                     Distance      Geod. Az  |
 FE2687|                                                           dddmmss.s |
 FE2687| FE2695 ANDERSON RM 5                       202.979 METERS 08241     |
 FE2687| FE2696 ANDERSON OFFSET                       5.225 METERS 08242     |
 FE2687| CG3126 ANDERSON RM 1                        78.700 METERS 13625     |
 FE2687| CG3127 ANDERSON RM 2 AZIMUTH               286.300 METERS 22739     |
 FE2687| FE2691 BLYTHEVILLE RAD STA KLCN MAST       APPROX. 8.9 KM 3025625.3 |
 FE2687|---------------------------------------------------------------------|
 FE2687
 FE2687                          SUPERSEDED SURVEY CONTROL
 FE2687
 FE2687  NAD 83(1997)-  35 52 46.34031(N)    089 47 16.66078(W) AD(       ) 1
 FE2687  NAD 83(1997)-  35 52 46.34744(N)    089 47 16.66232(W) AD(       ) 1
 FE2687  NAD 83(1986)-  35 52 46.34872(N)    089 47 16.66081(W) AD(       ) 1
 FE2687  NAD 27      -  35 52 46.08240(N)    089 47 16.36500(W) AD(       ) 1
 FE2687  NGVD 29 (07/19/86)   76.9    (m)          252.     (f) VERT ANG       
 FE2687
 FE2687.Superseded values are not recommended for survey control.
 FE2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2687.See file dsdata.txt to determine how the superseded data were derived.
 FE2687
 FE2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4831574178(NAD 83)
 FE2687_MARKER: DS = TRIANGULATION STATION DISK
 FE2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2687_STAMPING: ANDERSON 1929
 FE2687_MARK LOGO: NGS   
 FE2687_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2687+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 FE2687
 FE2687  HISTORY     - Date     Condition        Report By
 FE2687  HISTORY     - 1929     MONUMENTED       CGS
 FE2687  HISTORY     - 1955     GOOD             CGS
 FE2687  HISTORY     - 1977     GOOD             NGS
 FE2687  HISTORY     - 1977     GOOD             NGS
 FE2687  HISTORY     - 19910326 GOOD             NGS
 FE2687
 FE2687                          STATION DESCRIPTION
 FE2687
 FE2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FE2687'ABOUT 8 MILES SOUTHEAST OF BLYTHEVILLE, ABOUT 3.5 MILES SOUTH OF
 FE2687'AMOREL, ON LAND OWNED BY WALT ANDERSON, ABOUT 0.3 MILE
 FE2687'SOUTH OF ROAD WHICH FORKS OFF FROM STATE ROUTE 18 AT POINT 1.2 MILES
 FE2687'FROM AMOREL, ABOUT 238 FEET WEST OF BANQUETTE ROAD, ABOUT 200
 FE2687'METERS (656 FEET) SOUTHWEST OF LEVEE MILEPOST 59/60, AND JUST SOUTH
 FE2687'OF LARGE CONSPICUOUS HICKORY TREE ON EAST SIDE OF PRIVATE ROAD
 FE2687'LEADING INTO ANDERSONS FARM.  SURFACE AND UNDERGROUND MARKS ARE
 FE2687'STANDARD STATION DISKS IN CONCRETE.  RMS ARE
 FE2687'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 68
 FE2687'FEET WEST OF TOP OF LEVEE, 19 FEET WEST OF CENTER LINE OF BANQUETTE
 FE2687'ROAD, 77 FEET SOUTH OF ROAD CROSSING FROM BANQUETTE ROAD TO PRIVATE
 FE2687'ROAD, AND 78.7 METERS (258 FEET) FROM STATION S 43 DEG 35 MIN E.
 FE2687'NO. 2 IS ON EAST SIDE OF PRIVATE ROAD OPPOSITE ANDERSONS
 FE2687'HOUSE, ABOUT 1/2 MILE SOUTH OF EAST-AND-WEST ROAD LEADING FROM LEVEE
 FE2687'INTO AMOREL, AND 286.3 METERS (939 FEET) FROM STATION
 FE2687'S 47 DEG 39 MIN W.
 FE2687
 FE2687                          STATION RECOVERY (1955)
 FE2687
 FE2687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE2687'THE STATION MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 FE2687'GOOD CONDITION.  REFERENCE MARK 1 AND 2 WERE NOT RECOVERED.  THE
 FE2687'STATION COULD NOT BE OCCUPIED BECAUSE OF A POWERLINE RUNNING ABOVE
 FE2687'IT.  R.M. 4 WAS OCCUPIED, SEE DESCRIPTION.
 FE2687'
 FE2687'DISTANCE TO REFERENCE MARK 3, IS 60.76 FEET OR 18.520 METERS.
 FE2687'
 FE2687'DISTANCE TO REFERENCE MARK 4, IS 141.55 FEET OR 43.145 METERS.
 FE2687
 FE2687                          STATION RECOVERY (1977)
 FE2687
 FE2687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2687'THE STATION MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2687'ANDERSON REFERENCE 4 1955 WAS RECOVERED AND FOUND UPROOTED
 FE2687'AND OUT OF POSITION.  REFERENCE MARK
 FE2687'NO 3 WAS NOT FOUND.  BENCH MARK 59/60 USE(AZIMUTH MARK)WAS
 FE2687'FOUND, BUT IS NOW LOCATED ABOUT 0.05 MILE SOUTHWEST OF THE
 FE2687'STATION.  IT IS LEANING, OUT OF POSITION, LOOSE IN THE GROUND,
 FE2687'AND APPEARS TO BE OF NO VALUE.  A NEW REFERENCE MARK 5 WAS
 FE2687'ESTABLISHED AND OCCUPIED AT THIS TIME, SEE DESCRIPTION
 FE2687'THEREOF.  THE SURFACE STATION MARK POINT WAS HELD AND THE
 FE2687'UNDERGROUND POINT WAS CHECKED AND FOUND TO BE IN POSITION.
 FE2687'A NEW SURFACE MARK WAS ESTABLISHED AT THIS TIME 18 INCHES
 FE2687'BELOW THE GROUND SURFACE.  A GEODIMETER TIE WAS MADE TO
 FE2687'REFERENCE MARK NO 5.  NO OTHER REFERENCE MARKS WERE SET AT
 FE2687'THE STATION DUE TO ITS LOCATION.  A NEW DESCRIPTION
 FE2687'FOLLOWS.
 FE2687'
 FE2687'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF
 FE2687'BLYTHEVILLE, AND 0.15 MILE SOUTHWEST OF ANDERSON REFERENCE MARK
 FE2687'NO 5.  IT IS IN THE NE 1/4 OF SECTION 34, R 11 E, T 14 N.
 FE2687'PERMISSION WAS GRANTED BY THE OWNER, MR. HARVEY TILLMAN,
 FE2687'ARMOREL, ARKANSAS, WHO LIVES AT THE STATION SITE.
 FE2687'
 FE2687'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FE2687'55 AND STATE ROUTE 18 AT THE EAST EDGE OF BLYTHEVILLE, GO
 FE2687'EAST ON STATE ROUTE 18 FOR 4.4 MILES TO A T-ROAD JUNCTION IN
 FE2687'THE SMALL COMMUNITY OF ARMOREL, TURN RIGHT AND GO SOUTH
 FE2687'AND EAST ON STATE ROUTE 18 FOR 1.15 MILES TO A GRAVEL ROAD
 FE2687'RIGHT, AT THE PRINCE OF PEACE CHURCH ON THE LEFT.
 FE2687'TURN RIGHT ON GRAVEL ROAD AND GO SOUTH FOR 2.25 MILES TO WHERE
 FE2687'THE ROAD TURNS TO THE RIGHT, SOUTHWEST.  BEAR RIGHT AND
 FE2687'CONTINUE AHEAD SOUTHWEST FOR 0.15 MILE TO A GRAVEL ROAD LEFT,
 FE2687'(THE ROAD LEFT LEADS TO THE TOP OF THE LEVEE AND ANDERSON
 FE2687'REFERENCE MARK 5), CONTINUE AHEAD ON GRAVEL ROAD GOING
 FE2687'SOUTHWEST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 FE2687'
 FE2687'THE STATION MARKS, STAMPED---ANDERSON 1929 1977---, ARE STANDARD
 FE2687'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 FE2687'CYLINDRICAL CONCRETE MONUMENT
 FE2687'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND
 FE2687'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 FE2687'BELOW THE GROUND SURFACE.  IT IS 10 FEET NORTHEAST OF THE
 FE2687'APPROXIMATE CENTER OF A DRIVEWAY LEADING TO MR. TILLMANS
 FE2687'HOUSE, 28.2 FEET SOUTHWEST OF A POWERLINE POLE, 32 FEET
 FE2687'NORTHEWEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, 73.3
 FE2687'FEET SOUTH OF THE SOUTHEAST CORNER OF A GREEN ONE STORY
 FE2687'HOUSE AND 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED
 FE2687'BRICK HOUSE.
 FE2687'
 FE2687'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK.
 FE2687'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS.
 FE2687
 FE2687                          STATION RECOVERY (1977)
 FE2687
 FE2687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FE2687'RECOVERED IN GOOD CONDITION.
 FE2687
 FE2687                          STATION RECOVERY (1991)
 FE2687
 FE2687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2687'STATION MARK IS THE ORIGINAL SUBSURFACE DISK SET AT STATION ANDERSON.
 FE2687'THE 1977 SURFACE DISK OVER THIS POINT HAS BEEN DESTROYED BY ROAD
 FE2687'DITCHING, LEAVING THE SUBSURFACE ON THE SLOPE OF A DEEP DRAINAGE
 FE2687'DITCH ALONG A PAVED ROAD AND IN BETWEEN TWO RESIDENCES.  A DISTANCE
 FE2687'MEASUREMENT WAS TAKEN BETWEEN THE STATION AND ANDERSON RM5 1977 TO
 FE2687'VERIFY THE RELATIVE POSITIONS.  A CHECK OF 0.0002 M (0.0007 FT) WAS
 FE2687'NOTED COMPARED TO THE INVERSE DISTANCE.
 FE2687'STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHEAST OF BLYTHVILLE,
 FE2687'ALONG A PAVED ROAD PARALLELING THE MISSISSIPPI RIVER LEVEE, AT A YARD
 FE2687'ENTRANCE TO A VACANT LOT SET BETWEEN TO RESIDENCES, ON THE YARDSIDE
 FE2687'SLOPE OF A DEEP DRAIN DITCH.  OWNERSHIP--MISSISSIPPI COUNTY.
 FE2687'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE HIGHWAY
 FE2687'18 (EXIT 67) AT THE NORTHEAST SIDE OF BLYTHEVILLE, GO EAST ON HIGHWAY
 FE2687'18 FOR 3.2 KM (2.00 MI) TO ITS JUNCTION WITH STATE HIGHWAY 312 ON THE
 FE2687'LEFT. CONTINUE AHEAD FOR 3.2 KM (2.00 MI) TO A PAVED ROAD RIGHT.
 FE2687'TURN RIGHT, SOUTH, ON COUNTY ROAD N919 FOR 3.9 KM (2.40 MI) TO A
 FE2687'GRAVEL ROAD LEFT CROSSING THE LEVEE.  CONTINUE AHEAD FOR 0.15 KM
 FE2687'(0.10 MI) TO THE STATION ON THE RIGHT.
 FE2687'STATION MARK IS SET IN A SMALL CUP OF CEMENT ABOUT 0.5 M (1.6 FT)
 FE2687'BELOW GROUND.  IT IS 3.2 M (10.5 FT) NORTHEAST OF THE DRIVEWAY CENTER,
 FE2687'9.0 M (29.5 FT) SOUTHWEST OF UTILITY POLE B 1287, 11.1 M (36.4 FT)
 FE2687'NORTHWEST OF THE ROAD CENTER, 22.2 M (72.8 FT) SOUTH OF THE SOUTH
 FE2687'CORNER OF A CARPORT ATTACHED TO A RESIDENCE, AND 25.2 M (82.7 FT)
 FE2687'EAST OF THE NORTHEAST CORNER OF A BRICK HOUSE.
 FE2687'DESCRIBED BY DAN BOWLING, TYPED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2695 ***********************************************************************
 FE2695  DESIGNATION -  ANDERSON RM 5
 FE2695  PID         -  FE2695
 FE2695  STATE/COUNTY-  AR/MISSISSIPPI
 FE2695  USGS QUAD   -  ARMOREL (1983)
 FE2695
 FE2695                         *CURRENT SURVEY CONTROL
 FE2695  ___________________________________________________________________
 FE2695* NAD 83(1997)-  35 52 47.17720(N)    089 47 08.63401(W)     ADJUSTED  
 FE2695* NAVD 88     -        84.1    (meters)     276.     (feet)  GPS OBS   
 FE2695  ___________________________________________________________________
 FE2695  X           -      19,348.630 (meters)                     COMP
 FE2695  Y           -  -5,173,838.057 (meters)                     COMP
 FE2695  Z           -   3,717,423.872 (meters)                     COMP
 FE2695  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FE2695  ELLIP HEIGHT-          56.22  (meters)          (09/14/99) GPS OBS
 FE2695  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE2695
 FE2695  HORZ ORDER  -  FIRST
 FE2695  ELLP ORDER  -  FOURTH    CLASS I
 FE2695
 FE2695.The horizontal coordinates were established by classical geodetic methods
 FE2695.and adjusted by the National Geodetic Survey in September 1999..
 FE2695
 FE2695.The orthometric height was determined by GPS observations and a
 FE2695.high-resolution geoid model.
 FE2695
 FE2695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2695
 FE2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2695
 FE2695.The ellipsoidal height was determined by GPS observations
 FE2695.and is referenced to NAD 83.
 FE2695
 FE2695.The geoid height was determined by GEOID03.
 FE2695
 FE2695;                    North         East     Units Scale Factor Converg.
 FE2695;SPC AR N     -   173,813.917   599,922.185   MT  0.99994920   +1 17 18.5
 FE2695;SPC AR N     -   570,254.49  1,968,244.70   sFT  0.99994920   +1 17 18.5
 FE2695;SPC TN       -   178,186.420   258,249.895   MT  0.99994872   -2 12 58.7
 FE2695;SPC TN       -   584,599.95    847,274.86   sFT  0.99994872   -2 12 58.7
 FE2695;UTM  16      - 3,974,198.217   248,516.813   MT  1.00037937   -1 38 00.7
 FE2695
 FE2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2695!SPC AR N     -   0.99999118  x   0.99994920  =   0.99994038
 FE2695!SPC TN       -   0.99999118  x   0.99994872  =   0.99993990
 FE2695!UTM  16      -   0.99999118  x   1.00037937  =   1.00037054
 FE2695
 FE2695|---------------------------------------------------------------------|
 FE2695| PID    Reference Object                     Distance      Geod. Az  |
 FE2695|                                                           dddmmss.s |
 FE2695| FE1927 S 213                                51.673 METERS 03448     |
 FE2695| FE2693 ANDERSON AZ MK 2                    APPROX. 1.1 KM 0451619.5 |
 FE2695| FE2694 ANDERSON RM 6                        28.796 METERS 04517     |
 FE2695| CG3128 ANDERSON RM 7                        27.300 METERS 14236     |
 FE2695| FE2714 BURDETTE MUN TANK                   APPROX.15.7 KM 2432646.4 |
 FE2695| FE2687 ANDERSON RESET                      202.979 METERS 26241     |
 FE2695| FE2696 ANDERSON OFFSET                     197.754 METERS 26241     |
 FE2695| FE2691 BLYTHEVILLE RAD STA KLCN MAST       APPROX. 9.0 KM 3020638.1 |
 FE2695|---------------------------------------------------------------------|
 FE2695
 FE2695                          SUPERSEDED SURVEY CONTROL
 FE2695
 FE2695  NAD 83(1997)-  35 52 47.17981(N)    089 47 08.63475(W) AD(       ) 1
 FE2695  NAD 83(1997)-  35 52 47.18684(N)    089 47 08.63611(W) AD(       ) 1
 FE2695  NAD 83(1986)-  35 52 47.18820(N)    089 47 08.63434(W) AD(       ) 1
 FE2695  NAD 27      -  35 52 46.92171(N)    089 47 08.33874(W) AD(       ) 1
 FE2695  NGVD 29 (05/28/98)   84.1    (m)          276.     (f) GPS OBS        
 FE2695
 FE2695.Superseded values are not recommended for survey control.
 FE2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2695.See file dsdata.txt to determine how the superseded data were derived.
 FE2695
 FE2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4851774198(NAD 83)
 FE2695_MARKER: DR = REFERENCE MARK DISK
 FE2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2695_SP_SET: CONCRETE POST
 FE2695_STAMPING: ANDERSON 1929 NO 5 1977
 FE2695_MARK LOGO: NGS   
 FE2695_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2695+STABILITY: SURFACE MOTION
 FE2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2695+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1991
 FE2695
 FE2695  HISTORY     - Date     Condition        Report By
 FE2695  HISTORY     - 1977     MONUMENTED       NGS
 FE2695  HISTORY     - 1977     GOOD             NGS
 FE2695  HISTORY     - 19910422 GOOD             NGS
 FE2695  HISTORY     - 19990914 GOOD             NGS
 FE2695  HISTORY     - 20010914 GOOD             NGS
 FE2695
 FE2695                          STATION DESCRIPTION
 FE2695
 FE2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2695'THE STATION IS LOCATED APPROXIMATELY 8 MILES EAST-SOUTHEAST
 FE2695'OF BLYTHEVILLE, 0.15 MILE NORTHEAST OF STATION ANDERSON 1929,
 FE2695'ON TOP OF THE MAIN LEVEE ON THE WEST BANK OF THE MISSISSIPPI
 FE2695'RIVER.
 FE2695'IT IS IN THE NE 1/4 SEC. 34, R11E, T14N, AND ON ST FRANCIS LEVEE
 FE2695'DISTRICT OF ARKANSAS. PERMISSION WAS GRANTED BY THE CHIEF
 FE2695'ENGINEER, MR. BEURRELL B. FAIR, P.O. BOX 308, WEST MEMPHIS,
 FE2695'ARKANSAS 72301, PHONE 735-1062.
 FE2695'
 FE2695'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FE2695'55 AND STATE ROUTE 18 AT THE EAST SIDE OF BLYTHEVILLE, GO
 FE2695'EAST ON STATE ROUTE 18 FOR 4.4 MILES TO A T-ROAD JUNCTION
 FE2695'IN THE SMALL COMMUNITY OF ARMOREL.  TURN RIGHT AND GO SOUTH
 FE2695'AND EAST ON STATE ROUTE 18 FOR 1.15 MILES TO A GRAVEL SIDE ROAD
 FE2695'RIGHT, AT THE PRINCE OF PEACE CHURCH ON THE LEFT.  TURN RIGHT
 FE2695'ON GRAVEL ROAD AND GO SOUTH FOR 2.25 MILES TO A POINT WHERE
 FE2695'THE ROAD TURNS TO THE RIGHT, SOUTHWEST.  BEAR RIGHT AND
 FE2695'CONTINUE AHEAD SOUTHWEST FOR 0.15 MILE TO A GRAVEL ROAD
 FE2695'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.1 MILE TO THE TOP OF
 FE2695'LEVEE AND GRAVEL ROAD ON TOP OF THE LEVEE.  TURN LEFT
 FE2695'ON LEVEE ROAD AND GO APPROXIMATELY 200 FEET NORTHEAST TO
 FE2695'THE STATION ON THE RIGHT.
 FE2695'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 FE2695'ON THE LEVEE ROAD FOR 0.7 MILE TO THE MARK ON THE LEFT.
 FE2695'TO REACH BENCH MARK T 213 FROM THE STATION GO SOUTHWEST
 FE2695'ON LEVEE ROAD FOR 1 MILE TO THE MARK ON THE RIGHT NEAR
 FE2695'MILEPOST 60/61.  TO REACH BENCH MARK S 213 FROM
 FE2695'THE STATION GO NORTH ON THE LEVEE ROAD FOR 0.05 MILE TO
 FE2695'THE MARK ON THE RIGHT.
 FE2695'
 FE2695'THE STATION MARKS, STAMPED---ANDERSON 1929 NO 5 1977---, ARE
 FE2695'STANDARD REFERENCE MARK DISKS.  THE SURFACE DISK IS SET IN
 FE2695'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FE2695'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  THE
 FE2695'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 FE2695'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.  IT IS 20 FEET
 FE2695'SOUTHEAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD,
 FE2695'5.0 FEET EAST OF A METAL WITNESS POST AND APPROXIMATELY 200
 FE2695'FEET NORTHEAST OF A LOCKED GATE.
 FE2695'
 FE2695'THE STATION MARKS, STAMPED---ANDERSON 1929 1977---, ARE STANDARD
 FE2695'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 FE2695'CYLINDRICAL CONCRETE MONUMENT
 FE2695'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND
 FE2695'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 FE2695'BELOW THE GROUND SURFACE.  IT IS 10 FEET NORTHEAST OF THE
 FE2695'APPROXIMATE CENTER OF A DRIVEWAY LEADING TO MR. TILLMANS
 FE2695'HOUSE, 28.2 FEET SOUTHWEST OF A POWERLINE POLE, 32 FEET
 FE2695'NORTHEWEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, 73.3
 FE2695'FEET SOUTH OF THE SOUTHEAST CORNER OF A GREEN ONE STORY
 FE2695'HOUSE AND 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED
 FE2695'BRICK HOUSE.
 FE2695'
 FE2695'REFERENCE MARK 6, STAMPED---ANDERSON 1929 NO 6 1977---, IS A
 FE2695'STANDARD DISK SET IN THE TOP OF 12-INCH ROUND CONCRETE
 FE2695'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 4.1
 FE2695'FEET SOUTHWEST OF A METAL WITNESS POST, AND 17 FEET SOUTHEAST
 FE2695'OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD.
 FE2695'
 FE2695'REFERENCE MARK 7, STAMPED---ANDERSON 1929 NO 7 1977---, IS A
 FE2695'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FE2695'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 FE2695'IT IS 1.8 FEET NORTHWEST OF A METAL WITNESS POST AND 8 FEET
 FE2695'SOUTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE SPUR.
 FE2695'
 FE2695'THE AZIMUTH MARK, STAMPED---ANDERSON 1929 NO 2 1977---,
 FE2695'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 FE2695'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 FE2695'IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST AND 14 FEET
 FE2695'WEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD.
 FE2695'
 FE2695'BENCH MARK T 213, STAMPED---T 213 1976---, IS A STANDARD
 FE2695'BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD THAT IS
 FE2695'FLUSH WITH THE GROUND SURFACE.  IT IS 1.3 FEET SOUTHWEST OF A
 FE2695'CONCRETE MILE POST NUMBER 60/61, 1.5 FEET NORTHEAST OF A
 FE2695'METAL WITNESS POST AND 20 FEET NORTHWEST OF THE APPROXIMATE
 FE2695'CENTER OF THE LEVEE ROAD.  THE MARK IS SURROUNDED BY A
 FE2695'4-INCH PLASTIC PIPE WITH CAP.
 FE2695'
 FE2695'BENCH MARK S 213, STAMPED---S 213 1976---, IS A STANDARD
 FE2695'BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD THAT IS
 FE2695'3 INCHES BELOW THE GROUND SURFACE.  IT IS 18 FEET WEST OF THE
 FE2695'CENTER OF THE LEVEE ROAD AND 2 FEET NORTH OF A METAL WITNESS
 FE2695'POST.  AND IS ENCASED IN A 4-INCH PLASTIC PIPE WITH CAP.
 FE2695'A 1/2-INCH RE-ENFORCENMENT ROD WAS SET AT THE STATION MARK,
 FE2695'REFERENCE MARKS AND THE AZIMUTH MARK
 FE2695'HEIGHT OF LIGHT ABOVE THE MARK WAS 37.0 METERS.
 FE2695
 FE2695                          STATION RECOVERY (1977)
 FE2695
 FE2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FE2695'RECOVERED IN GOOD CONDITION.
 FE2695
 FE2695                          STATION RECOVERY (1991)
 FE2695
 FE2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2695'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST-SOUTHEAST OF
 FE2695'BLYTHEVILLE, 4.1 KM (2.55 MI) SOUTH OF AMOREL AND 2.6 KM (1.60 MI)
 FE2695'SOUTHWEST OF BARFIELD.  OWNERSHIP--U.S. CORPS OF ENGINEERS, MEMPHIS
 FE2695'DISTRICT, B-202 CLIFFORD DAVIS FEDERAL BUILDING, MEMPHIS, TN
 FE2695'38103-1894, PHONE 901-544-3238.
 FE2695'TO REACH THE STATION FROM THE CENTER OF OVERPASS OVER INTERSTATE
 FE2695'HIGHWAY 55 IN BLYTHEVILLE, GO EAST ON STATE HIGHWAY 18 FOR 6.04 KM
 FE2695'(3.75 MI) TO THE JUNCTION OF STATE HIGHWAY 312 ON THE LEFT.  CONTINUE
 FE2695'AHEAD ON STATE HIGHWAY 18 FOR 3.22 KM (2.00 MI) TO THE JUNCTION OF
 FE2695'COUNTY ROAD N919 ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 3.94
 FE2695'TO A GRAVEL ROAD LEADING THE THE TOP OF LEVEE.  TURN LEFT ON THE
 FE2695'GRAVEL ROAD FOR FOR 0.16 KM (0.10 MI) TO TOP OF LEVEE AND A GATE ON
 FE2695'THE LEFT.  NOTE--KEY TO GATE CAN BE OBTAINED FROM THE ST. FRANCIS
 FE2695'LEVEE DISTRICT.  THE STATION IS ABOUT 64 METERS (210.0 FT) NORTHEAST
 FE2695'OF THE GATE AND IN THE CENTER OF A LEVEE LEADING SOUTHEAST.
 FE2695'THE STATION IS 79.3 M (260.2 FT) NORTHEAST FROM CENTER OF GRAVEL ROAD,
 FE2695'64.3 M (211.0 FT) NORTHEAST FROM SOUTH GATE POST, 51.6 M (169.3 FT)
 FE2695'SOUTHWEST FROM BENCHMARK S 213 1976, 51.4 M (168.6 FT) SOUTHWEST FROM
 FE2695'CONCRETE MILEPOST 59, 10.1 M (33.1 FT) SOUTHEAST FROM A WITNESS POST
 FE2695'AND 5.9 M (19.4 FT) SOUTHEAST OF A LEVEE LEADING NORTHEAST AND
 FE2695'SOUTHWEST.
 FE2695'DESCRIBED BY D.A. BOWLING
 FE2695
 FE2695                          STATION RECOVERY (1999)
 FE2695
 FE2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RC)
 FE2695'RECOVERED IN GOOD CONDITION.
 FE2695
 FE2695                          STATION RECOVERY (2001)
 FE2695
 FE2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CR)
 FE2695'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3014 ***********************************************************************
 EH3014  DESIGNATION -  ANDREWS
 EH3014  PID         -  EH3014
 EH3014  STATE/COUNTY-  AR/JEFFERSON
 EH3014  USGS QUAD   -  LADD (1975)
 EH3014
 EH3014                         *CURRENT SURVEY CONTROL
 EH3014  ___________________________________________________________________
 EH3014* NAD 83(1997)-  34 14 46.38967(N)    091 55 18.94414(W)     ADJUSTED  
 EH3014* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 EH3014  ___________________________________________________________________
 EH3014  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 EH3014  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EH3014
 EH3014  HORZ ORDER  -  THIRD
 EH3014
 EH3014.The horizontal coordinates were established by classical geodetic methods
 EH3014.and adjusted by the National Geodetic Survey in September 1999..
 EH3014
 EH3014.The orthometric height was scaled from a topographic map.
 EH3014
 EH3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3014
 EH3014.The geoid height was determined by GEOID03.
 EH3014
 EH3014;                    North         East     Units Scale Factor Converg.
 EH3014;SPC AR S     -   575,195.146   407,191.165   MT  0.99992528   +0 02 37.3
 EH3014;SPC AR S     - 1,887,119.41  1,335,926.35   sFT  0.99992528   +0 02 37.3
 EH3014;UTM  15      - 3,789,982.452   599,271.526   MT  0.99972148   +0 36 24.2
 EH3014
 EH3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3014!SPC AR S     -   0.99999390  x   0.99992528  =   0.99991918
 EH3014!UTM  15      -   0.99999390  x   0.99972148  =   0.99971538
 EH3014
 EH3014|---------------------------------------------------------------------|
 EH3014| PID    Reference Object                     Distance      Geod. Az  |
 EH3014|                                                           dddmmss.s |
 EH3014| CY5162 ANDREWS RM 1                         29.019 METERS 11932     |
 EH3014| EH3021 PINE BLUFF INTL PAPER CO TANK       APPROX. 3.2 KM 1491703.0 |
 EH3014| EH3026 PINE BLUFF INTL PAPER CO C STK      APPROX. 3.2 KM 1533945.3 |
 EH3014| CY5163 ANDREWS RM 2                         26.603 METERS 22119     |
 EH3014| EJ1790 PINE BLUFF TV STA KATV TOWER        APPROX. 9.0 KM 2363243.1 |
 EH3014| EH3016 PINE BLUFF FED COMP NO 2 SE TK      APPROX. 5.0 KM 2430517.8 |
 EH3014| EJ1795 PINE BLUFF RADIO STA KCLA MAST      APPROX.11.5 KM 2441703.3 |
 EH3014| EH3018 PINE BLUFF FED COMP NO 2 NW TK      APPROX. 5.3 KM 2451319.2 |
 EH3014| EJ1798 PINE BLUFF RADIO STA KKD 270        APPROX.11.9 KM 2451534.5 |
 EH3014| EH3017 PINE BLUFF RAD STA WUG 32 TWR       APPROX. 4.7 KM 2480731.3 |
 EH3014| EH3020 PINE BLUFF STANDPIPE                APPROX. 6.0 KM 2513233.3 |
 EH3014| EJ1792 PINE BLUFF FIRST METHODIST CH       APPROX. 8.1 KM 2514802.5 |
 EH3014| EJ1787 PINE BLUFF RADIO STA KOTN MAST      APPROX. 7.9 KM 2521840.4 |
 EH3014| EH3024 PINE BLUFF KKV722 KD 6304 MAST      APPROX. 6.5 KM 2530638.3 |
 EH3014| EJ1789 PINE BLUFF ARK POWER LT W STK       APPROX. 9.1 KM 2553748.6 |
 EH3014| EJ1791 PINE BLUFF RAD STA KAA 2500         APPROX.10.4 KM 2553921.2 |
 EH3014| EJ1797 PINE BLUFF RADIO STA KKQ 72         APPROX.12.7 KM 2631821.4 |
 EH3014| EJ1788 PINE BLUFF PINE CREST MILL TK       APPROX.11.3 KM 2642510.7 |
 EH3014| EJ1794 PINE BLUFF RADIO STA KKA 778        APPROX. 8.7 KM 2705828.1 |
 EH3014| CY5161 ANDREWS AZ MK                                      2713401.8 |
 EH3014| EJ1773 WHITEHALL HOWELL SEABROOK TANK      APPROX.15.4 KM 2773639.4 |
 EH3014| EJ1779 PINE BLUFF DIERK PAPER CO TK 1      APPROX. 9.9 KM 2820354.2 |
 EH3014| EJ1778 PINE BLUFF ARSENAL TANK 42000       APPROX.13.5 KM 2932629.5 |
 EH3014| EJ1777 PINE BLUFF ARSENAL TANK 43000       APPROX.14.8 KM 2965723.8 |
 EH3014| EH3037 PINE BLUFF ARK POWER CO SW TWR      APPROX. 8.1 KM 3010141.9 |
 EH3014| EJ1770 PINE BLUFF ARSENAL STACK 53200      APPROX.20.4 KM 3030218.6 |
 EH3014| EH3035 PINE BLUFF ARK POWER CO NE TWR      APPROX. 7.9 KM 3061818.2 |
 EH3014| EJ1769 PINE BLUFF ARSENAL TANK 93211       APPROX.22.2 KM 3071630.9 |
 EH3014|---------------------------------------------------------------------|
 EH3014
 EH3014                          SUPERSEDED SURVEY CONTROL
 EH3014
 EH3014  NAD 83(1986)-  34 14 46.39808(N)    091 55 18.93746(W) AD(       ) 3
 EH3014  NAD 27      -  34 14 46.04565(N)    091 55 18.44424(W) AD(       ) 3
 EH3014
 EH3014.Superseded values are not recommended for survey control.
 EH3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3014.See file dsdata.txt to determine how the superseded data were derived.
 EH3014
 EH3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9927289982(NAD 83)
 EH3014_MARKER: DS = TRIANGULATION STATION DISK
 EH3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3014_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3014
 EH3014  HISTORY     - Date     Condition        Report By
 EH3014  HISTORY     - 1964     MONUMENTED       CGS
 EH3014
 EH3014                          STATION DESCRIPTION
 EH3014
 EH3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3014'ABOUT 5 MILES NORTHEAST OF PINE BLUFF, 0.1 MILE EAST OF THE
 EH3014'ANDREWS SCHOOL, IN THE NORTHWEST 1/4 OF SECTION 30, T-5-S, R-8-W,
 EH3014'AND ON THE PROPERTY OF THE INTERNATIONAL PAPER COMPANY.
 EH3014'IT IS 329 FEET SOUTHEAST OF A GRAVELED CROSSROAD INTERSECTION,
 EH3014'44 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 6
 EH3014'FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 EH3014'AND THE DISK IS STAMPED ANDREWS 1964.
 EH3014'
 EH3014'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 EH3014'AND STATE HIGHWAY 81 AT THE EAST EDGE OF PINE BLUFF, GO
 EH3014'NORTH ON HIGHWAY 81 FOR 2.2 MILES TO THE END OF PAVED
 EH3014'ROAD AND A RAILROAD CROSSING.  CONTINUE NORTH ON THE GRAVELED
 EH3014'ROAD FOR 0.15 MILE TO A T-ROAD INTERSECTION.  TURN LEFT
 EH3014'AND GO NORTHWESTERLY FOR 0.65 MILE TO A GRAVELED SIDE ROAD
 EH3014'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE GRAVELED ROAD
 EH3014'FOR 1.1 MILES TO A GRAVELED CROSSROAD, ANDREWS SCHOOL ON
 EH3014'THE LEFT AND THE STATION ON THE RIGHT.
 EH3014'
 EH3014'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 EH3014'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EH3014'
 EH3014'REFERENCE MARK 1 IS 97 FEET SOUTHEAST OF THE WITNESS POST,
 EH3014'88 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND AT THE
 EH3014'NORTHWEST EDGE OF A BRUSH THICKET.  THE MONUMENT PROJECTS
 EH3014'5 INCHES AND THE DISK IS STAMPED ANDREWS NO 1 1964.
 EH3014'
 EH3014'REFERENCE MARK 2 IS 112 FEET SOUTH OF THE CENTERLINE OF THE
 EH3014'ROAD, 90 FEET SOUTHWEST OF THE WITNESS POST AND 56 FEET
 EH3014'NORTHEAST OF THE NORTHEAST EDGE OF A SMALL POND.  THE MONUMENT
 EH3014'PROJECTS 4 INCHES AND THE DISK IS STAMPED ANDREWS NO 2 1964.
 EH3014'
 EH3014'THE AZIMUTH MARK IS 48 FEET NORTHEAST OF A NATURAL GAS LINE
 EH3014'PUMP, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 22 FEET
 EH3014'EAST OF A POWER LINE POLE, AND 2 FEET SOUTHWEST OF A WITNESS
 EH3014'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 EH3014'ANDREWS 1964.
 EH3014'
 EH3014'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0098 ***********************************************************************
 EJ0098  DESIGNATION -  ANDY
 EJ0098  PID         -  EJ0098
 EJ0098  STATE/COUNTY-  AR/PULASKI
 EJ0098  USGS QUAD   -  WOODSON (1987)
 EJ0098
 EJ0098                         *CURRENT SURVEY CONTROL
 EJ0098  ___________________________________________________________________
 EJ0098* NAD 83(1997)-  34 34 18.37360(N)    092 12 38.64912(W)     ADJUSTED  
 EJ0098* NAVD 88     -        76.46   (+/-2cm)     250.9    (feet)  VERTCON   
 EJ0098  ___________________________________________________________________
 EJ0098  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 EJ0098  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ0098
 EJ0098  HORZ ORDER  -  SECOND
 EJ0098  VERT ORDER  -  THIRD ? (See Below)
 EJ0098
 EJ0098.The horizontal coordinates were established by classical geodetic methods
 EJ0098.and adjusted by the National Geodetic Survey in September 1999..
 EJ0098
 EJ0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0098.The vertical order pertains to the NGVD 29 superseded value.
 EJ0098
 EJ0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0098
 EJ0098.The geoid height was determined by GEOID03.
 EJ0098
 EJ0098;                    North         East     Units Scale Factor Converg.
 EJ0098;SPC AR S     -   611,323.496   380,663.365   MT  0.99996234   -0 07 04.6
 EJ0098;SPC AR S     - 2,005,650.50  1,248,893.06   sFT  0.99996234   -0 07 04.6
 EJ0098;UTM  15      - 3,825,838.665   572,395.680   MT  0.99966460   +0 26 52.4
 EJ0098
 EJ0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0098!SPC AR S     -   0.99999214  x   0.99996234  =   0.99995448
 EJ0098!UTM  15      -   0.99999214  x   0.99966460  =   0.99965674
 EJ0098
 EJ0098|---------------------------------------------------------------------|
 EJ0098| PID    Reference Object                     Distance      Geod. Az  |
 EJ0098|                                                           dddmmss.s |
 EJ0098| EJ1621 PERKINS                             132.618 METERS 06205     |
 EJ0098| EJ0099 AMBY                                APPROX. 1.5 KM 3423422.4 |
 EJ0098|---------------------------------------------------------------------|
 EJ0098
 EJ0098                          SUPERSEDED SURVEY CONTROL
 EJ0098
 EJ0098  NAD 83(1986)-  34 34 18.38347(N)    092 12 38.64024(W) AD(       ) 2
 EJ0098  NAD 27      -  34 34 18.04600(N)    092 12 38.10400(W) AD(       ) 2
 EJ0098  NGVD 29 (07/19/86)   76.50   (m)          251.0    (f) LEVELING    3  
 EJ0098
 EJ0098.Superseded values are not recommended for survey control.
 EJ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0098.See file dsdata.txt to determine how the superseded data were derived.
 EJ0098
 EJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7239625839(NAD 83)
 EJ0098_MARKER: DD = SURVEY DISK
 EJ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0098_STAMPING: ANDY 1934
 EJ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0098+STABILITY: SURFACE MOTION
 EJ0098
 EJ0098  HISTORY     - Date     Condition        Report By
 EJ0098  HISTORY     - 1940     MONUMENTED       ARGS
 EJ0098  HISTORY     - 1937     GOOD             NGS
 EJ0098  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0098  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0098  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0098
 EJ0098                          STATION DESCRIPTION
 EJ0098
 EJ0098'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1940 (ANS)
 EJ0098'THE STATION IS 132.617 METERS WSW OF STATION PERKINS 1940
 EJ0098'ON THE MISSOURI-PACIFIC RAILROAD RIGHT-OF-WAY, 12.6 FEET
 EJ0098'E OF THE E RAIL, 25.75 FEET W OF TELEPHONE POLE NO.359-29,
 EJ0098'AND 36 FEET NE OF A CROSSING.
 EJ0098'
 EJ0098'THE STATION IS MARKED BY A STANDARD
 EJ0098'STATE SURVEY TRAVERSE DISK SET IN A 6-INCH SQUARE CONCRETE
 EJ0098'POST WHICH PROJECTS 4 INCHES.  THE DISK IS STAMPED ANDY,
 EJ0098'1934.  A SECOND-ORDER TRAVERSE WAS RUN BETWEEN THIS STATION
 EJ0098'AND PERKINS 1940.  THE STATION IS 2.0 MILES S OF WRIGHTSVILLE.
 EJ0098
 EJ0098                          STATION RECOVERY (1937)
 EJ0098
 EJ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 EJ0098'2.0 MI S FROM WRIGHTSVILLE.
 EJ0098'2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0098'SIGN AT WRIGHTSVILLE, PULASKI COUNTY, 38 FEET NORTHEAST OF THE CENTER
 EJ0098'OF A PRIVATE-ROAD CROSSING, 25 FEET WEST OF POLE 359+29, AND 12.7 FEET
 EJ0098'EAST OF THE EAST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED ANDY
 EJ0098'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0098
 EJ0098                          STATION RECOVERY (1960)
 EJ0098
 EJ0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0098'MARK NOT FOUND.
 EJ0098
 EJ0098                          STATION RECOVERY (1984)
 EJ0098
 EJ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0098'NOT RECOVERED, MEASUREMENTS GONE.
 EJ0098
 EJ0098                          STATION RECOVERY (1990)
 EJ0098
 EJ0098'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1861 ***********************************************************************
 FG1861  DESIGNATION -  ANHALT
 FG1861  PID         -  FG1861
 FG1861  STATE/COUNTY-  AR/LOGAN
 FG1861  USGS QUAD   -  NEW BLAINE (1993)
 FG1861
 FG1861                         *CURRENT SURVEY CONTROL
 FG1861  ___________________________________________________________________
 FG1861* NAD 83(1997)-  35 19 13.52744(N)    093 28 47.42691(W)     ADJUSTED  
 FG1861* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 FG1861  ___________________________________________________________________
 FG1861  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 FG1861  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FG1861
 FG1861  HORZ ORDER  -  FIRST
 FG1861
 FG1861.The horizontal coordinates were established by classical geodetic methods
 FG1861.and adjusted by the National Geodetic Survey in September 1999..
 FG1861
 FG1861.The orthometric height was scaled from a topographic map.
 FG1861
 FG1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1861
 FG1861.The geoid height was determined by GEOID03.
 FG1861
 FG1861;                    North         East     Units Scale Factor Converg.
 FG1861;SPC AR N     -   110,520.261   265,449.046   MT  0.99994648   -0 51 40.0
 FG1861;SPC AR N     -   362,598.56    870,894.08   sFT  0.99994648   -0 51 40.0
 FG1861;UTM  15      - 3,908,683.432   456,384.937   MT  0.99962344   -0 16 38.7
 FG1861
 FG1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1861!SPC AR N     -   0.99997088  x   0.99994648  =   0.99991736
 FG1861!UTM  15      -   0.99997088  x   0.99962344  =   0.99959433
 FG1861
 FG1861|---------------------------------------------------------------------|
 FG1861| PID    Reference Object                     Distance      Geod. Az  |
 FG1861|                                                           dddmmss.s |
 FG1861| CI0068 ANHALT RM 2                          32.634 METERS 07446     |
 FG1861| CI0066 ANHALT AZ MK                                       1750517.8 |
 FG1861| FG1856 HUCKLEBERRY MOUNTAIN LOT            APPROX.10.8 KM 1761641.2 |
 FG1861| CI0067 ANHALT RM 1                          32.024 METERS 35113     |
 FG1861|---------------------------------------------------------------------|
 FG1861
 FG1861                          SUPERSEDED SURVEY CONTROL
 FG1861
 FG1861  NAD 83(1997)-  35 19 13.53861(N)    093 28 47.42465(W) AD(       ) 1
 FG1861  NAD 83(1986)-  35 19 13.53874(N)    093 28 47.42381(W) AD(       ) 1
 FG1861  NAD 27      -  35 19 13.23100(N)    093 28 46.75600(W) AD(       ) 1
 FG1861
 FG1861.Superseded values are not recommended for survey control.
 FG1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1861.See file dsdata.txt to determine how the superseded data were derived.
 FG1861
 FG1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5638508683(NAD 83)
 FG1861_MARKER: DS = TRIANGULATION STATION DISK
 FG1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1861
 FG1861  HISTORY     - Date     Condition        Report By
 FG1861  HISTORY     - 1940     MONUMENTED       CGS
 FG1861  HISTORY     - 1959     GOOD             CGS
 FG1861  HISTORY     - 1966     GOOD             CGS
 FG1861
 FG1861                          STATION DESCRIPTION
 FG1861
 FG1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1861'STATION IS ABOUT 15 MILES ESE OF PARIS, 4 MILES NW OF NEW BLAINE,
 FG1861'AND ABOUT 1-1/2 MILES N OF SHOAL CREEK STORE ON THE TOP
 FG1861'OF A SMALL KNOLL IN THE BARNYARD OF KARL H. ANHALTS RANCH, THE
 FG1861'SURROUNDINGS BEING UNDER CULTIVATION.
 FG1861'
 FG1861'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1861'DISKS SET IN CONCRETE.
 FG1861'
 FG1861'MARK IS 122 FEET SW OF NW CORNER OF TOOL SHED, 20.0 FEET
 FG1861'N OF WHITE WITNESS POST WHICH IS SET IN THE FENCE LINE, FLUSH
 FG1861'WITH THE GROUND AND IS STAMPED ANHALT 1940.
 FG1861'
 FG1861'REFERENCE MARK NO.1 IS 2 FEET S OF FENCE LINE IN ORCHARD, 88.5
 FG1861'FEET W OF NW CORNER OF TOOL SHED, AND PROJECTS 6 INCHES,
 FG1861'AND IS SAME ELEVATION AS STATION, STAMPED ANHALT NO.1, 1940.
 FG1861'
 FG1861'REFERENCE MARK NO.2 IS 1 FOOT W OF FENCE LINE OF BARNYARD,
 FG1861'60.5 FEET SE OF SW CORNER OF TOOL SHED, AND PROJECTS 6 INCHES,
 FG1861'AND IS 1 FOOT ABOVE STATION AND STAMPED ANHALT NO.2, 1940.
 FG1861'
 FG1861'TO REACH THE AZIMUTH MARK FROM THE SIGN PIONEER MEMORIAL
 FG1861'CHAPEL CONTINUE E ON HIGHWAY 22, 0.2 MILE TO MARK ON LEFT,
 FG1861'49 FEET N OF THE CENTER LINE OF HIGHWAY 22, 2 FEET S OF
 FG1861'FENCE LINE, 3.0 FEET W OF WHITE WITNESS POST, PROJECTS 6 INCHES,
 FG1861'AND IS STAMPED ANHALT 1940.
 FG1861'
 FG1861'STATION IS REACHED FROM THE COURTHOUSE IN PARIS BY GOING E
 FG1861'ON STATE HIGHWAY 22, 11.7 MILES TO MIDWAY, CONTINUE E ON
 FG1861'HIGHWAY 22, 2.7 MILES TO SIGN PIONEER MEMORIAL CHAPEL AT
 FG1861'DIRT ROAD LEADING LEFT (N), TURN LEFT AND GO 0.75 MILE TO
 FG1861'T-ROAD AT SHOAL CREEK STORE, TURN RIGHT (E) AND GO 0.5 MILE,
 FG1861'TURN LEFT (N) AND GO 0.35 MILE TO CROSSROADS, CONTINUE STRAIGHT
 FG1861'AHEAD (N) 0.75 MILE TO TRACK ROAD LEADING LEFT (W), TURN LEFT
 FG1861'AND GO 0.1 MILE TO MAIL BOX ON LEFT AT FORK, TAKE RIGHT FORK
 FG1861'AND FOLLOW TRACK ROAD NW 0.55 MILE TO ANHALTS RANCH HOUSE AND
 FG1861'STATION AT REAR.
 FG1861'
 FG1861'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FG1861
 FG1861                          STATION RECOVERY (1959)
 FG1861
 FG1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1861'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FG1861'CONDITION.  THE FARMHOUSE NEAR THE STATION IS VACANT AND
 FG1861'IN POOR REPAIR.  THE STATION IS IN A LOT TO THE WEST-SOUTHWEST
 FG1861'OF THE OLD HOUSE AND ABOUT 45 FEET WEST OF A POWER LINE POLE
 FG1861'WITH TRANSFORMER.
 FG1861'
 FG1861'FOLLOWING IS AN AMMENDMENT TO THE ORIGINAL DESCRIPTION TO
 FG1861'REACH THE STATION.  FROM THE SIDE ROAD LEFT, 2.7 MILES EAST OF
 FG1861'MIDWAY, GO NORTH FOR 0.75 MILE TO A T-INTERSECTION, TURN
 FG1861'RIGHT AND GO EAST FOR 0.5 MILE, TURN LEFT AND GO NORTH FOR
 FG1861'0.35 MILE TO CROSSROADS, CONTINUE NORTH FOR 0.75 MILE TO A
 FG1861'SIDE ROAD LEFT, CONTINUE NORTH FOR ABOUT 0.5 MILE TO A WIRE
 FG1861'GATE ON LEFT, TURN LEFT THROUGH GATE AND GO WEST ON FARM ROAD
 FG1861'FOR ABOUT 0.4 MILE TO ABANDONED HOUSE AND STATION.
 FG1861'
 FG1861'THE AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE POINT WHERE
 FG1861'THE DESCRIPTION LEFT THE HIGHWAY, NORTH ACROSS THE HIGHWAY
 FG1861'FROM A WHITE HOUSE, ABOUT 7 FEET WEST OF A FENCE CORNER AND
 FG1861'JUST NORTH OF A BRACE POST.  THERE IS A U.S.G.S. BENCH MARK
 FG1861'ON THE HIGHWAY RIGHT OF WAY ABOUT 35 YARDS WEST OF THE AZIMUTH
 FG1861'MARK.
 FG1861
 FG1861                          STATION RECOVERY (1966)
 FG1861
 FG1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 FG1861'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FG1861'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION
 FG1861'ON STATE HIGHWAY 22 BUT THIS MARK WAS NOT VISIBLE FROM THE
 FG1861'GROUND AT THE STATION.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED AT
 FG1861'TIME OF RECOVERY AS THERE WAS NO SUITABLE PLACE TO SET ONE.
 FG1861'THE ORIGINAL AZIMUTH MARK DESTROYED.  THE HUCKLEBERRY MTN.
 FG1861'LOOKOUT TOWER WAS VISIBLE FROM THE GROUND AT THE STATION SO
 FG1861'IT CAN BE USED FOR AN AZIMUTH.
 FG1861'
 FG1861'THE 1959 RECOVERY NOTE TO REACH THE STATION IS ADEQUATE FOR
 FG1861'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0857 ***********************************************************************
 GE0857  DESIGNATION -  ANNIEVILLE
 GE0857  PID         -  GE0857
 GE0857  STATE/COUNTY-  AR/LAWRENCE
 GE0857  USGS QUAD   -  IMBODEN (1981)
 GE0857
 GE0857                         *CURRENT SURVEY CONTROL
 GE0857  ___________________________________________________________________
 GE0857* NAD 83(1997)-  36 09 18.74119(N)    091 14 10.86322(W)     ADJUSTED  
 GE0857* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 GE0857  ___________________________________________________________________
 GE0857  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GE0857  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GE0857
 GE0857  HORZ ORDER  -  FIRST
 GE0857
 GE0857.The horizontal coordinates were established by classical geodetic methods
 GE0857.and adjusted by the National Geodetic Survey in September 1999..
 GE0857
 GE0857.The orthometric height was scaled from a topographic map.
 GE0857
 GE0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0857
 GE0857.The geoid height was determined by GEOID03.
 GE0857
 GE0857;                    North         East     Units Scale Factor Converg.
 GE0857;SPC AR N     -   202,393.309   468,716.565   MT  0.99998549   +0 26 39.7
 GE0857;SPC AR N     -   664,018.71  1,537,780.93   sFT  0.99998549   +0 26 39.7
 GE0857;UTM  15      - 4,002,604.100   658,649.136   MT  0.99991013   +1 02 26.6
 GE0857
 GE0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0857!SPC AR N     -   0.99997444  x   0.99998549  =   0.99995993
 GE0857!UTM  15      -   0.99997444  x   0.99991013  =   0.99988457
 GE0857
 GE0857:                Primary Azimuth Mark                     Grid Az
 GE0857:SPC AR N     -  IMBODEN LOOKOUT TOWER 14 3               067 48 58.6
 GE0857:UTM  15      -  IMBODEN LOOKOUT TOWER 14 3               067 13 11.7
 GE0857
 GE0857|---------------------------------------------------------------------|
 GE0857| PID    Reference Object                     Distance      Geod. Az  |
 GE0857|                                                           dddmmss.s |
 GE0857| GE0858 IMBODEN LOOKOUT TOWER 14 3          APPROX. 3.2 KM 0681538.3 |
 GE0857| CI0070 ANNIEVILLE RM 1                      40.212 METERS 17015     |
 GE0857| CI0069 ANNIEVILLE AZ MK                                   2705916.3 |
 GE0857| CI0071 ANNIEVILLE RM 2                      31.591 METERS 27942     |
 GE0857|---------------------------------------------------------------------|
 GE0857
 GE0857                          SUPERSEDED SURVEY CONTROL
 GE0857
 GE0857  NAD 83(1986)-  36 09 18.75170(N)    091 14 10.86262(W) AD(       ) 1
 GE0857  NAD 27      -  36 09 18.50030(N)    091 14 10.39420(W) AD(       ) 1
 GE0857
 GE0857.Superseded values are not recommended for survey control.
 GE0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0857.See file dsdata.txt to determine how the superseded data were derived.
 GE0857
 GE0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5864902604(NAD 83)
 GE0857_MARKER: DS = TRIANGULATION STATION DISK
 GE0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0857
 GE0857  HISTORY     - Date     Condition        Report By
 GE0857  HISTORY     - 1953     MONUMENTED       CGS
 GE0857  HISTORY     - 1964     POOR             USGS
 GE0857
 GE0857                          STATION DESCRIPTION
 GE0857
 GE0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0857'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF IMBODEN,
 GE0857'1/4 MILE EAST OF A CROSSROAD AND STORE KNOWN AS ANNIEVILLE
 GE0857'AND ACROSS THE ROAD NORTH OF A FARM HOUSE.  IT IS 33 FEET
 GE0857'NORTH OF THE CENTER OF A ROAD AND 15 FEET SOUTH OF A FENCE
 GE0857'LINE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED ANNIEVILLE
 GE0857'1953.
 GE0857'
 GE0857'REFERENCE MARK 1 IS 75 FEET SOUTH OF THE CENTER OF A ROAD
 GE0857'AND 1 FOOT NORTH OF A FARM YARD FENCE.  IT IS SET FLUSH WITH
 GE0857'THE GROUND AND STAMPED ANNIEVILLE NO 1 1953.
 GE0857'
 GE0857'REFERENCE MARK 2 IS 37 FEET EAST OF A POWERLINE POLE, 20
 GE0857'FEET NORTH OF THE CENTER OF A ROAD AND 1 FOOT SOUTH OF A FENCE
 GE0857'LINE.  IT PROJECTS 4 INCHES AND IS STAMPED ANNIEVILLE NO 2 1953.
 GE0857'
 GE0857'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 25 FEET
 GE0857'SOUTH OF THE CENTER OF A ROAD, 20 FEET WEST OF THE CENTER
 GE0857'OF A DRIVEWAY LEADING TO A CHURCH, 2 FEET NORTHWEST OF A
 GE0857'FENCE CORNER POST AND 1 FOOT NORTH OF A FENCE LINE.  IT PROJECTS
 GE0857'4 INCHES AND IS STAMPED ANNIEVILLE 1953.
 GE0857'
 GE0857'TO REACH THE STATION FROM THE POST OFFICE IN IMBODEN, GO
 GE0857'SOUTH FOR 0.1 MILE TO U.S. HIGHWAY 63, TURN RIGHT AND FOLLOW
 GE0857'U.S. HIGHWAY 63 WEST FOR 0.55 MILE TO STATE HIGHWAY 115.
 GE0857'TURN LEFT AND GO SOUTHWESTERLY ON STATE HIGHWAY 115 FOR 5.1
 GE0857'MILES TO A CROSSROAD AND A STORE AT A SOUTHWEST ANGLE.  (TURN
 GE0857'RIGHT AND GO WEST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 GE0857'LEFT AS DESCRIBED.) TURN LEFT AND GO EASTERLY FOR 0.25
 GE0857'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GE0857'
 GE0857'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0857
 GE0857                          STATION RECOVERY (1964)
 GE0857
 GE0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GE0857'STATION WAS SEARCHED FOR AND THE STATION MARK WAS FOUND IN
 GE0857'A DISTURBED CONDITION.  THE MARK WAS HIT BY A BULLDOZER.
 GE0857'IT NOW LEANS 30 DEGREES WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0089 ***********************************************************************
 EJ0089  DESIGNATION -  ANOY
 EJ0089  PID         -  EJ0089
 EJ0089  STATE/COUNTY-  AR/PULASKI
 EJ0089  USGS QUAD   -  WOODSON (1987)
 EJ0089
 EJ0089                         *CURRENT SURVEY CONTROL
 EJ0089  ___________________________________________________________________
 EJ0089* NAD 83(1986)-  34 30 14.     (N)    092 12 16.     (W)     SCALED    
 EJ0089* NAVD 88     -        78.007  (meters)     255.93   (feet)  ADJUSTED  
 EJ0089  ___________________________________________________________________
 EJ0089  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EJ0089  DYNAMIC HT  -          77.933 (meters)     255.69  (feet)  COMP
 EJ0089  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 EJ0089
 EJ0089  VERT ORDER  -  FIRST     CLASS II
 EJ0089
 EJ0089.The horizontal coordinates were scaled from a topographic map and have
 EJ0089.an estimated accuracy of +/- 6 seconds.
 EJ0089
 EJ0089.The orthometric height was determined by differential leveling
 EJ0089.and adjusted by the National Geodetic Survey in June 1991..
 EJ0089
 EJ0089.The geoid height was determined by GEOID03.
 EJ0089
 EJ0089.The dynamic height is computed by dividing the NAVD 88
 EJ0089.geopotential number by the normal gravity value computed on the
 EJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0089.degrees latitude (g = 980.6199 gals.).
 EJ0089
 EJ0089.The modeled gravity was interpolated from observed gravity values.
 EJ0089
 EJ0089;                    North         East    Units  Estimated Accuracy
 EJ0089;SPC AR S     -   603,790.      381,230.      MT  (+/- 180 meters Scaled)
 EJ0089
 EJ0089                          SUPERSEDED SURVEY CONTROL
 EJ0089
 EJ0089  NGVD 29 (??/??/92)   78.094  (m)          256.21   (f) ADJ UNCH    1 2
 EJ0089
 EJ0089.Superseded values are not recommended for survey control.
 EJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0089.See file dsdata.txt to determine how the superseded data were derived.
 EJ0089
 EJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU730183(NAD 83)
 EJ0089_MARKER: DD = SURVEY DISK
 EJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0089_STAMPING: ANOY 1934
 EJ0089_MARK LOGO: ARGS  
 EJ0089_PROJECTION: PROJECTING 8 CENTIMETERS
 EJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0089+STABILITY: SURFACE MOTION
 EJ0089
 EJ0089  HISTORY     - Date     Condition        Report By
 EJ0089  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0089  HISTORY     - 1937     GOOD             ARGS
 EJ0089  HISTORY     - 1984     POOR             NGS
 EJ0089  HISTORY     - 1988     GOOD             USPSQD
 EJ0089  HISTORY     - 1988     GOOD             USPSQD
 EJ0089  HISTORY     - 1989     GOOD             USPSQD
 EJ0089  HISTORY     - 1989     GOOD             USPSQD
 EJ0089  HISTORY     - 1990     GOOD             USPSQD
 EJ0089  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0089
 EJ0089                          STATION DESCRIPTION
 EJ0089
 EJ0089'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0089'0.3 MI N FROM FARRELL.
 EJ0089'0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0089'SIGN AT FARRELL, PULASKI COUNTY, 39 FEET NORTH OF POLE 364+22, 160
 EJ0089'FEET SOUTH OF A MAIL CRANE, 37 FEET WEST OF A 20-INCH POST OAK TREE,
 EJ0089'AND 25.2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.  A STATE SURVEY
 EJ0089'STANDARD DISK, STAMPED ANOY 1934 AND SET IN THE TOP OF A CONCRETE
 EJ0089'POST.
 EJ0089
 EJ0089                          STATION RECOVERY (1984)
 EJ0089
 EJ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0089'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  2.6 KM
 EJ0089'(1.65 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ0089'WOODSON, THENCE 0.2 KM (0.1 MI) EAST ALONG EAST HENSLEY ROAD, THENCE
 EJ0089'0.2 KM (0.15 MI) SOUTH ALONG CEDAR ROAD ON THE EAST SIDE OF THE
 EJ0089'TRACKS, 73.15 METERS (240.0 FT) NORTH OF THE HENSLEY RAILROAD SIGN,
 EJ0089'41.14 METERS (135.0 FT) SOUTH OF A POWER LINE POLE WITH A TRANSFORMER
 EJ0089'AND STREET LIGHT, 11.58 METERS (38.0 FT) NORTH OF A TELEPHONE POLE,
 EJ0089'11.27 METERS (37.0 FT) WEST OF A 0.85 METERS (2.8 FT) DIAMETER POST
 EJ0089'OAK TREE, 7.77 METERS (25.5 FT) EAST OF THE EAST RAIL, 6.09 METERS
 EJ0089'(20.0 FT) WEST OF THE CENTER OF CEDAR ROAD, AND 1.18 METERS (3.7 FT)
 EJ0089'EAST OF BENCH MARK REFERENCE MARK 80 USE.
 EJ0089'THE MARK IS 0.18 METERS  E FROM A WITNESS POST.
 EJ0089'THE MARK IS 0.3 M ABOVE TRACKS.
 EJ0089
 EJ0089                          STATION RECOVERY (1988)
 EJ0089
 EJ0089'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ0089'RECOVERED IN GOOD CONDITION.
 EJ0089
 EJ0089                          STATION RECOVERY (1988)
 EJ0089
 EJ0089'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0089'RECOVERED IN GOOD CONDITION.
 EJ0089
 EJ0089                          STATION RECOVERY (1989)
 EJ0089
 EJ0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0089'RECOVERED IN GOOD CONDITION.
 EJ0089
 EJ0089                          STATION RECOVERY (1989)
 EJ0089
 EJ0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0089'RECOVERED IN GOOD CONDITION.
 EJ0089
 EJ0089                          STATION RECOVERY (1990)
 EJ0089
 EJ0089'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0089'RECOVERED IN GOOD CONDITION.
 EJ0089
 EJ0089                          STATION RECOVERY (1990)
 EJ0089
 EJ0089'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0651 ***********************************************************************
 DL0651  DESIGNATION -  AP
 DL0651  PID         -  DL0651
 DL0651  STATE/COUNTY-  AR/COLUMBIA
 DL0651  USGS QUAD   -  CALHOUN (1966)
 DL0651
 DL0651                         *CURRENT SURVEY CONTROL
 DL0651  ___________________________________________________________________
 DL0651* NAD 83(1986)-  33 12 25.     (N)    093 13 37.     (W)     SCALED    
 DL0651* NAVD 88     -        95.747  (meters)     314.13   (feet)  ADJUSTED  
 DL0651  ___________________________________________________________________
 DL0651  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DL0651  DYNAMIC HT  -          95.644 (meters)     313.79  (feet)  COMP
 DL0651  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 DL0651
 DL0651  VERT ORDER  -  SECOND    CLASS 0
 DL0651
 DL0651.The horizontal coordinates were scaled from a topographic map and have
 DL0651.an estimated accuracy of +/- 6 seconds.
 DL0651
 DL0651.The orthometric height was determined by differential leveling
 DL0651.and adjusted by the National Geodetic Survey in June 1991..
 DL0651
 DL0651.The geoid height was determined by GEOID03.
 DL0651
 DL0651.The dynamic height is computed by dividing the NAVD 88
 DL0651.geopotential number by the normal gravity value computed on the
 DL0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0651.degrees latitude (g = 980.6199 gals.).
 DL0651
 DL0651.The modeled gravity was interpolated from observed gravity values.
 DL0651
 DL0651;                    North         East    Units  Estimated Accuracy
 DL0651;SPC AR S     -   460,610.      285,610.      MT  (+/- 180 meters Scaled)
 DL0651
 DL0651                          SUPERSEDED SURVEY CONTROL
 DL0651
 DL0651  NGVD 29 (??/??/92)   95.794  (m)          314.28   (f) ADJ UNCH    2 0
 DL0651
 DL0651.Superseded values are not recommended for survey control.
 DL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0651.See file dsdata.txt to determine how the superseded data were derived.
 DL0651
 DL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS788742(NAD 83)
 DL0651_MARKER: N = NAIL
 DL0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0651_SP_SET: OAK TREE
 DL0651_STAMPING: AP
 DL0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0651
 DL0651  HISTORY     - Date     Condition        Report By
 DL0651  HISTORY     - UNK      MONUMENTED       CGS
 DL0651  HISTORY     - 1960     GOOD             NGS
 DL0651
 DL0651                          STATION DESCRIPTION
 DL0651
 DL0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0651'4.5 MI SE FROM MAGNOLIA.
 DL0651'ABOUT 4.5 MILES SOUTHEAST ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0651'FROM THE STATION AT MAGNOLIA, A COPPER NAIL AND WASHER STAMPED AP,
 DL0651'43.3 FEET NORTHWEST OF BENCH MARK Y 203, AND SET IN THE SOUTHEAST ROOT
 DL0651'OF AN 18 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1604 ***********************************************************************
 DL1604  DESIGNATION -  AP 1963 STA B
 DL1604  PID         -  DL1604
 DL1604  STATE/COUNTY-  AR/UNION
 DL1604  USGS QUAD   -  NEWELL (1985)
 DL1604
 DL1604                         *CURRENT SURVEY CONTROL
 DL1604  ___________________________________________________________________
 DL1604* NAD 83(1997)-  33 12 51.07408(N)    092 49 08.57875(W)     ADJUSTED  
 DL1604* NAVD 88     -        78.38   (+/-2cm)     257.2    (feet)  VERTCON   
 DL1604  ___________________________________________________________________
 DL1604  X           -    -262,706.987 (meters)                     COMP
 DL1604  Y           -  -5,335,079.371 (meters)                     COMP
 DL1604  Z           -   3,473,885.392 (meters)                     COMP
 DL1604  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DL1604  ELLIP HEIGHT-          52.19  (meters)          (09/14/99) GPS OBS
 DL1604  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1604
 DL1604  HORZ ORDER  -  SECOND
 DL1604  VERT ORDER  -  THIRD ? (See Below)
 DL1604  ELLP ORDER  -  FOURTH    CLASS I
 DL1604
 DL1604.This mark is at South Arkansas Regional At Goodwin Fld Airport (ELD)
 DL1604
 DL1604.The horizontal coordinates were established by GPS observations
 DL1604.and adjusted by the National Geodetic Survey in September 1999..
 DL1604
 DL1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1604.The vertical order pertains to the NGVD 29 superseded value.
 DL1604
 DL1604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1604
 DL1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1604
 DL1604.The ellipsoidal height was determined by GPS observations
 DL1604.and is referenced to NAD 83.
 DL1604
 DL1604.The geoid height was determined by GEOID03.
 DL1604
 DL1604;                    North         East     Units Scale Factor Converg.
 DL1604;SPC AR S     -   461,033.607   323,641.933   MT  1.00002013   -0 27 30.3
 DL1604;SPC AR S     - 1,512,574.43  1,061,815.24   sFT  1.00002013   -0 27 30.3
 DL1604;UTM  15      - 3,675,046.757   516,862.678   MT  0.99960351   +0 05 56.8
 DL1604
 DL1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1604!SPC AR S     -   0.99999181  x   1.00002013  =   1.00001194
 DL1604!UTM  15      -   0.99999181  x   0.99960351  =   0.99959532
 DL1604
 DL1604                          SUPERSEDED SURVEY CONTROL
 DL1604
 DL1604  NAD 83(1997)-  33 12 51.07992(N)    092 49 08.57268(W) AD(       ) 2
 DL1604  NAD 83(1997)-  33 12 51.08521(N)    092 49 08.56682(W) AD(       ) 2
 DL1604  NGVD 29 (12/03/93)   78.43   (m)          257.3    (f) LEVELING    3  
 DL1604
 DL1604.Superseded values are not recommended for survey control.
 DL1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1604.See file dsdata.txt to determine how the superseded data were derived.
 DL1604
 DL1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1686375047(NAD 83)
 DL1604_MARKER: DT = TOPOGRAPHIC STATION DISK
 DL1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1604_SP_SET: CONCRETE POST
 DL1604_STAMPING: AP 1963 STA B
 DL1604_MARK LOGO: CGS   
 DL1604_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1604+STABILITY: SURFACE MOTION
 DL1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1604+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1992
 DL1604
 DL1604  HISTORY     - Date     Condition        Report By
 DL1604  HISTORY     - 1963     MONUMENTED       CGS
 DL1604  HISTORY     - 19901124 GOOD             NGS
 DL1604  HISTORY     - 19921204 GOOD
 DL1604
 DL1604                          STATION DESCRIPTION
 DL1604
 DL1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DL1604'THE STATION IS LOCATED ON GOODWIN FIELD APPROXIMATELY 8.5 MI
 DL1604'(13.7 KM) WEST OF EL DORADO.
 DL1604'TO REACH FROM THE COURTHOUSE IN EL DORADO PROCEED SOUTH ON 167
 DL1604'BUSINESS 0.7 MI (1.1 KM) TO THE INTERSECTION WITH 82 BUSINESS, TURN
 DL1604'RIGHT AND PROCEED 8.4 MI (13.5 KM) TO ROAD ON THE RIGHT (AIRPORT
 DL1604'DRIVE), TURN RIGHT AND PROCEED 0.7 MI (1.1 KM) TO AIRPORT TERMINAL,
 DL1604'TURN RIGHT AND PASS THROUGH GATE ON NORTH SIDE OF TERMINAL AND GO
 DL1604'STRAIGHT ACROSS RAMP TO INTERSECTION OF TAXIWAY B AND C, TURN
 DL1604'LEFT AND GO 0.5 MI (0.8 KM) TO RUNWAY END 4, CROSS RUNWAY TO THE
 DL1604'STATION.
 DL1604'THE STATION IS 125.1 FT (38.1 M) NORTHWEST OF THE CENTERLINE END OF 4,
 DL1604'50.2 FT (15.3 M) NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY END
 DL1604'4, 108.7 FT (33.1 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT NORTHEAST OF
 DL1604'THE RUNWAY END OF 4, AND 41.3 FT (12.6 M) NORTHWEST OF THE
 DL1604'WESTERLY-MOST THRESHOLD LIGHT.
 DL1604'THE STATION IS A CGS TOPOGRAPHIC DISK STAMPED AP 1963 STA B SET FLUSH
 DL1604'WITH THE GROUND.
 DL1604'ACCESS TO THE AIRPORT MUST BE ARRANGED THROUGH MR. GARY F. HARRELL,
 DL1604'AIRPORT MANAGER, GOODWIN FIELD, 4186 AIRPORT DRIVE, EL DORADO,
 DL1604'ARKANSAS 71730, PHONE (501) 863-7671.
 DL1604'RECOVERED AND DESCRIBED BY NOS, 12-07-92, RALPH A. HARRELL, CHIEF OF
 DL1604'PARTY.
 DL1604
 DL1604                          STATION RECOVERY (1990)
 DL1604
 DL1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (JWB)
 DL1604'THE STATION IS LOCATED ADJACENT TO RUNWAY END 4, 125.1 FT (38.1 M)
 DL1604'NORTHWEST OF CL END RWY 4, 50.2 FT (15.3 M) NORTHWEST OF THE NORTHWEST
 DL1604'CORNER OF RUNWAY END 4, 108.7 FT (33.1 M) SOUTHWEST OF THE FIRST
 DL1604'RUNWAY LIGHT NORTHWEST SIDE OF RUNWAY AND 41.3 FT (12.6 M) NORTHWEST
 DL1604'OF MOST WESTERLY THRESHOLD LIGHT.  THE STATION IS A STANDARD
 DL1604'TOPOGRAPHIC DISK STAMPED AP 1963 STA B SET IN THE TOP OF A SIX INCH
 DL1604'CONCRETE POST FLUSH WITH THE GROUND.
 DL1604
 DL1604                          STATION RECOVERY (1992)
 DL1604
 DL1604'RECOVERED 1992
 DL1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8283 ***********************************************************************
 AB8283  FBN         -  This is a Federal Base Network Control Station.
 AB8283  PACS        -  This is a Primary Airport Control Station.
 AB8283  DESIGNATION -  AP 1970 STA A3 HOT
 AB8283  PID         -  AB8283
 AB8283  STATE/COUNTY-  AR/GARLAND
 AB8283  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 AB8283
 AB8283                         *CURRENT SURVEY CONTROL
 AB8283  ___________________________________________________________________
 AB8283* NAD 83(1997)-  34 28 57.03964(N)    093 05 22.52700(W)     ADJUSTED  
 AB8283* NAVD 88     -       162.20   (meters)     532.2    (feet)  GPS OBS   
 AB8283  ___________________________________________________________________
 AB8283  X           -    -283,675.682 (meters)                     COMP
 AB8283  Y           -  -5,255,602.940 (meters)                     COMP
 AB8283  Z           -   3,590,769.308 (meters)                     COMP
 AB8283  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 AB8283  ELLIP HEIGHT-         134.95  (meters)          (07/20/01) GPS OBS
 AB8283  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AB8283
 AB8283  HORZ ORDER  -  B
 AB8283  ELLP ORDER  -  FOURTH    CLASS I
 AB8283
 AB8283.This mark is at Memorial Field Airport (HOT)
 AB8283
 AB8283.The horizontal coordinates were established by GPS observations
 AB8283.and adjusted by the National Geodetic Survey in September 1997..
 AB8283
 AB8283.The orthometric height was determined by GPS observations and a
 AB8283.high-resolution geoid model.
 AB8283
 AB8283.GPS derived orthometric heights for airport stations designated as
 AB8283.PACS or SACS are published to 2 decimal places.  This maintains
 AB8283.centimeter relative accuracy between the PACS and SACS.  It does
 AB8283.not indicate centimeter accuracy relative to other marks which are
 AB8283.part of the NAVD 88 network.
 AB8283
 AB8283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8283
 AB8283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8283
 AB8283.The ellipsoidal height was determined by GPS observations
 AB8283.and is referenced to NAD 83.
 AB8283
 AB8283.The geoid height was determined by GEOID03.
 AB8283
 AB8283;                    North         East     Units Scale Factor Converg.
 AB8283;SPC AR S     -   601,934.933   299,918.103   MT  0.99994896   -0 36 35.4
 AB8283;SPC AR S     - 1,974,848.19    983,981.31   sFT  0.99994896   -0 36 35.4
 AB8283;UTM  15      - 3,815,661.590   491,773.552   MT  0.99960083   -0 03 02.6
 AB8283
 AB8283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8283!SPC AR S     -   0.99997882  x   0.99994896  =   0.99992778
 AB8283!UTM  15      -   0.99997882  x   0.99960083  =   0.99957966
 AB8283
 AB8283                          SUPERSEDED SURVEY CONTROL
 AB8283
 AB8283  ELLIP H (09/19/97)  134.96   (m)                       GP(       ) 4 1
 AB8283  NAVD 88 (09/19/97)  162.19   (m)          532.1    (f) LEVELING    3  
 AB8283
 AB8283.Superseded values are not recommended for survey control.
 AB8283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8283.See file dsdata.txt to determine how the superseded data were derived.
 AB8283
 AB8283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9177415662(NAD 83)
 AB8283_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB8283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8283_STAMPING: AP 1970 STA A3 HOT
 AB8283_MARK LOGO: CGS   
 AB8283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8283+STABILITY: SURFACE MOTION
 AB8283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8283+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2000
 AB8283
 AB8283  HISTORY     - Date     Condition        Report By
 AB8283  HISTORY     - 1970     MONUMENTED       CGS
 AB8283  HISTORY     - 19910325 GOOD             NGS
 AB8283  HISTORY     - 19970127 GOOD             NGS
 AB8283  HISTORY     - 20000126 GOOD             NGS
 AB8283
 AB8283                          STATION DESCRIPTION
 AB8283
 AB8283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB8283'LOCATED ON THE EASTERLY SIDE OF MEMORIAL FIELD ON RANGE WITH THE NE
 AB8283'EDGE OF TAXIWAY LEADING INTO RUNWAY 23, 515.27 FT (157.05 M) SE OF THE
 AB8283'PHYSICAL END OF RUNWAY 23, 171.1 FT (52.2 M) EAST OF FIRST RUNWAY
 AB8283'LIGHT SE OF DISPLACED THRESHOLD LIGHTS, 55.0 FT (16.8 M) SE OF THE SE
 AB8283'EDGE OF RUNWAY AND 13.7 FT (4.2 M) SE OF THE SE EDGE OF LARGE CONCRETE
 AB8283'PAD HOUSING FLUSH MOUNTED THRESHOLD LIGHTS.  THE STATION IS A STANDARD
 AB8283'TOPOGRAPHIC DISK STAMPED AP 1970 STA A3 HOT SET IN THE TOP OF A
 AB8283'CONCRETE MONUMENT IN CONCRETE WELL 1.5 FT (0.5 M) BELOW THE SURFACE OF
 AB8283'THE GROUND.
 AB8283
 AB8283                          STATION RECOVERY (1997)
 AB8283
 AB8283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AB8283'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF HOT SPRINGS, AT THE
 AB8283'HOT SPRINGS MEMORIAL FIELD AIRPORT, IN THE NORTHEAST AREA OF THE
 AB8283'AIRFIELD, ALONG THE SOUTHEAST SIDE OF AND ABOUT IN LINE WITH RUNWAY
 AB8283'END 23.  OWNERSHIP--CITY OF HOT SPRINGS, 525 AIRPORT ROAD, HOT SPRINGS
 AB8283'NATIONAL PARK AR 71913.  AIRPORT MANAGER IS GEORGE DOWNIE, PHONE
 AB8283'501-624-3306.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS STATION.  TO
 AB8283'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 270B ON
 AB8283'THE SOUTHWEST SIDE OF HOT SPRINGS, GO SOUTHWEST ON HIGHWAY 70 FOR 1.29
 AB8283'KM (0.80 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 AB8283'LEFT, SOUTH-SOUTHWEST ON THE ROAD FOR 0.32 KM (0.20 MI) TO A GATE ON
 AB8283'THE RIGHT AT THE APRON JUST EAST OF THE TERMINAL.  TURN RIGHT,
 AB8283'SOUTHEAST, PASSING THROUGH THE GATE AND ACROSS THE APRON, PASSING TO
 AB8283'THE RIGHT OF THE AIRPORT OFFICE FOR 0.08 KM (0.05 MI) TO THE PARALLEL
 AB8283'TAXI FOR RUNWAY 5-23.  TURN LEFT, NORTHEAST ALONG THE TAXI FOR 0.39 KM
 AB8283'(0.25 MI) TO THE JUNCTION OF RUNWAY END 23 AND THE STATION AHEAD.  THE
 AB8283'STATION IS SET INSIDE A 12 CM DIAMETER CONCRETE WELL CASING WITH A 50
 AB8283'CM ROUND FOUNDATION SET FLUSH WITH THE GROUND.  THE DISK IS RECESSED
 AB8283'30 CM BELOW THE GROUND INSIDE OF THE WELL CASING.  IT IS 52.1 M (170.9
 AB8283'FT) EAST-NORTHEAST OF THE FIRST RUNWAY LIGHT FROM THE RUNWAY END, 17.0
 AB8283'M (55.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, 8.2 M (26.9
 AB8283'FT) WEST-NORTHWEST OF THE CENTER OF THE REIL, 4.2 M (13.8 FT)
 AB8283'SOUTHEAST OF THE SOUTHEAST EDGE OF A 9 M (29.5 FT) SQUARE CONCRETE
 AB8283'FOUNDATION HOUSING THE FLUSH THRESHOLD LIGHTS AND 0.4 M (1.3 FT)
 AB8283'NORTHWEST OF A FIBERGLASS WITNESS POST.  NOTE--THIS STATION WAS USED
 AB8283'AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB8283
 AB8283                          STATION RECOVERY (2000)
 AB8283
 AB8283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AB8283'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF HOT SPRINGS AT THE HOT
 AB8283'SPRINGS MEMORIAL SPRINGS AIRPORT ON THE SOUTHEAST SIDE OF RUNWAY 23 AT
 AB8283'THE THRESHOLD LIGHTS.  OWNERSHIP--CITY OF HOT SPRINGS. NOTE--CONTACT
 AB8283'MR.  GEORGE DOWNIE (AIRPORT MANAGER) OR MR.  GARRY DAVIS (FBO) ONE DAY
 AB8283'IN ADVANCE BEFORE OCCUPYING THIS STATION AND FOR AN ESCORT TO THE
 AB8283'STATION.  PHONE-- (501) 624-3306.  TO REACH THE STATION FROM THE
 AB8283'JUNCTION OF US HIGHWAY 270 AND 70 IN THE SOUTH SECTION OF HOT SPRINGS,
 AB8283'FROM THE UNDERPASS GO NORTH ON HIGHWAY 70 FOR 2.02 KM (1.25 MI) TO THE
 AB8283'AIRPORT ENTRANCE ON THE RIGHT, TURN RIGHT, EASTERLY ON THE ENTRANCE
 AB8283'ROAD FOR 0.4 KM (0.25 MI) PASSING THE TERMINAL BUILDING AND CONTROL
 AB8283'TOWER TO A GATE ON THE RIGHT AT BUILDING NUMBER A-12, TURN RIGHT, EAST
 AB8283'PASSING THROUGH THE GATE ONTO THE APRON FOR 0.08 KM (0.05 MI) TO THE
 AB8283'AIRPORT OFFICE ON THE LEFT, CONTINUE AHEAD, EAST ACROSS THE APRON TO A
 AB8283'PARALLEL TAXIWAY FOR RUNWAY 5/23, TURN LEFT, NORTHEAST ON THE TAXIWAY
 AB8283'FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF RUNWAY 23, CONTINUE AHEAD,
 AB8283'EASTERLY ACROSS RUNWAY 23 TO THE SOUTHEAST END OF THE FLUSH MOUNTED
 AB8283'THRESHOLD LIGHTS AND THE STATION ON THE NORTHWEST SIDE OF A FIBERGLASS
 AB8283'WITNESS POST.  THE STATION IS A CGS TOPOGRAPHIC STATION DISK SET IN
 AB8283'THE TOP OF A 25 CM CONCRETE POST ENCASED IN A WELL CASING AND ABOUT 30
 AB8283'CM BELOW THE LEVEL OF THE GROUND.  LOCATED 17.0 M (55.8 FT) SOUTHEAST
 AB8283'OF THE SOUTHEAST EDGE OF RUNWAY 23, 8.2 M (26.9 FT) WEST-NORTHWEST OF
 AB8283'A REIL LIGHT, 4.2 M (13.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AB8283'CONCRETE FOUNDATION FOR THE FLUSH MOUNTED THRESHOLD LIGHTS AND 0.4 M
 AB8283'(1.3 FT) NORTHWEST OF AN NGS FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1258 ***********************************************************************
 FH1258  DESIGNATION -  AP STA B
 FH1258  PID         -  FH1258
 FH1258  STATE/COUNTY-  AR/SEBASTIAN
 FH1258  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH1258
 FH1258                         *CURRENT SURVEY CONTROL
 FH1258  ___________________________________________________________________
 FH1258* NAD 83(1997)-  35 19 59.76553(N)    094 22 52.90639(W)     ADJUSTED  
 FH1258* NAVD 88     -       142.2    (meters)     467.     (feet)  GPS OBS   
 FH1258  ___________________________________________________________________
 FH1258  X           -    -397,957.036 (meters)                     COMP
 FH1258  Y           -  -5,193,999.698 (meters)                     COMP
 FH1258  Z           -   3,668,157.154 (meters)                     COMP
 FH1258  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 FH1258  ELLIP HEIGHT-         112.01  (meters)          (09/14/99) GPS OBS
 FH1258  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FH1258
 FH1258  HORZ ORDER  -  SECOND
 FH1258  ELLP ORDER  -  FOURTH    CLASS I
 FH1258
 FH1258.This mark is at Fort Smith Airport (FSM)
 FH1258
 FH1258.The horizontal coordinates were established by GPS observations
 FH1258.and adjusted by the National Geodetic Survey in September 1999..
 FH1258
 FH1258.The orthometric height was determined by GPS observations and a
 FH1258.high-resolution geoid model.
 FH1258
 FH1258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1258
 FH1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1258
 FH1258.The ellipsoidal height was determined by GPS observations
 FH1258.and is referenced to NAD 83.
 FH1258
 FH1258.The geoid height was determined by GEOID03.
 FH1258
 FH1258;                    North         East     Units Scale Factor Converg.
 FH1258;SPC AR N     -   113,551.893   183,527.742   MT  0.99994547   -1 23 08.6
 FH1258;SPC AR N     -   372,544.84    602,123.93   sFT  0.99994547   -1 23 08.6
 FH1258;UTM  15      - 3,910,877.590   374,457.501   MT  0.99979423   -0 47 56.4
 FH1258
 FH1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1258!SPC AR N     -   0.99998242  x   0.99994547  =   0.99992789
 FH1258!UTM  15      -   0.99998242  x   0.99979423  =   0.99977665
 FH1258
 FH1258                          SUPERSEDED SURVEY CONTROL
 FH1258
 FH1258  NAD 83(1997)-  35 19 59.77302(N)    094 22 52.90516(W) AD(       ) 2
 FH1258  NAD 83(1986)-  35 19 59.77241(N)    094 22 52.89920(W) AD(       ) 2
 FH1258  NGVD 29 (10/26/93)  142.10   (m)          466.2    (f) LEVELING    3  
 FH1258
 FH1258.Superseded values are not recommended for survey control.
 FH1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1258.See file dsdata.txt to determine how the superseded data were derived.
 FH1258
 FH1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7445810878(NAD 83)
 FH1258_MARKER: DT = TOPOGRAPHIC STATION DISK
 FH1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1258_SP_SET: CONCRETE POST
 FH1258_STAMPING: AP 1963 STA B
 FH1258_MARK LOGO: CGS   
 FH1258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FH1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1258+STABILITY: SURFACE MOTION
 FH1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1258+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 FH1258
 FH1258  HISTORY     - Date     Condition        Report By
 FH1258  HISTORY     - 1963     MONUMENTED       CGS
 FH1258  HISTORY     - 19881202 GOOD             NGS
 FH1258  HISTORY     - 19921112 GOOD
 FH1258
 FH1258                          STATION DESCRIPTION
 FH1258
 FH1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FH1258'STATION IS LOCATED AT THE FORT SMITH MUNICIPAL AIRPORT IN FORT SMITH,
 FH1258'ARKANSAS.
 FH1258'FROM THE TERMINAL BUILDING PROCEED SOUTH ON THE RAMP TO THE TAXIWAY
 FH1258'RUNNING EAST WEST AND PARALLEL TO RUNWAY 7/25. GO WEST ON THE
 FH1258'PARALLEL TAXIWAY TO THE END OF RUNWAY 7.  CROSS RUNWAY TO THE STATION
 FH1258'ON THE LINE WITH THE END OF THE RUNWAY.
 FH1258'IT IS 50.51 FT (15.40 M) SOUTH OF THE SOUTHWEST CORNER OF RUNWAY AND
 FH1258'13.8 FT (4.21 M) SOUTHEAST OF THE SOUTHERNMOST THRESHOLD LIGHT (SHOWS
 FH1258'GREEN AND RED) AT THE RUNWAY END.
 FH1258
 FH1258                          STATION RECOVERY (1988)
 FH1258
 FH1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 FH1258'THE STATION IS LOCATED IN THE GRASS AREA 50.51 FT (15.40 M) SOUTH OF
 FH1258'THE SOUTHWEST CORNER OF RUNWAY END 7 AND 13.8 FT (4.2 M) SOUTHEAST OF
 FH1258'THE SOUTHERNMOST OF 4 THRESHOLD LIGHTS.  THE STATION IS A STANDARD
 FH1258'TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 FH1258'THE GROUND AND IS STAMPED AP 1963 STA B.
 FH1258
 FH1258                          STATION RECOVERY (1992)
 FH1258
 FH1258'RECOVERED 1992
 FH1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7158 ***********************************************************************
 DH7158  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7158  DESIGNATION -  APAC 01 COOP CORS ARP
 DH7158  CORS_ID     -  WWED
 DH7158  PID         -  DH7158
 DH7158  STATE/COUNTY-  AR/WASHINGTON
 DH7158  USGS QUAD   -  RHEA (1983)
 DH7158
 DH7158                         *CURRENT SURVEY CONTROL
 DH7158  ___________________________________________________________________
 DH7158* NAD 83(CORS)-  36 05 28.41650(N)    094 25 22.24063(W)     ADJUSTED  
 DH7158* NAVD 88     -                                                        
 DH7158  ___________________________________________________________________
 DH7158  EPOCH DATE  -        2002.00
 DH7158  X           -    -397,945.092 (meters)                     COMP
 DH7158  Y           -  -5,144,939.567 (meters)                     COMP
 DH7158  Z           -   3,736,568.764 (meters)                     COMP
 DH7158  ELLIP HEIGHT-         326.86  (meters)          (11/??/05) GPS OBS
 DH7158  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DH7158
 DH7158  HORZ ORDER  -  SPECIAL (CORS)
 DH7158  ELLP ORDER  -  SPECIAL (CORS)
 DH7158
 DH7158.ITRF positions are available for this station.
 DH7158.The coordinates were established by GPS observations
 DH7158.and adjusted by the National Geodetic Survey in November 2005..
 DH7158.The coordinates are valid at the epoch date displayed above.
 DH7158.The epoch date for horizontal control is a decimal equivalence
 DH7158.of Year/Month/Day.
 DH7158
 DH7158
 DH7158.The PID for the CORS L1 Phase Center is DH7159.
 DH7158
 DH7158.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7158
 DH7158.The ellipsoidal height was determined by GPS observations
 DH7158.and is referenced to NAD 83.
 DH7158
 DH7158.The geoid height was determined by GEOID03.
 DH7158
 DH7158;                    North         East     Units Scale Factor Converg.
 DH7158;SPC AR N     -   197,712.157   181,826.744   MT  0.99997500   -1 24 35.5
 DH7158;SPC AR N     -   648,660.64    596,543.24   sFT  0.99997500   -1 24 35.5
 DH7158
 DH7158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7158!SPC AR N     -   0.99994870  x   0.99997500  =   0.99992370
 DH7158
 DH7158                          SUPERSEDED SURVEY CONTROL
 DH7158
 DH7158.No superseded survey control is available for this station.
 DH7158
 DH7158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7190695004(NAD 83)
 DH7158_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7158
 DH7158                          STATION DESCRIPTION
 DH7158
 DH7158'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7158'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH7158'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH7158'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH7158'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH7158'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7159 ***********************************************************************
 DH7159  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7159  DESIGNATION -  APAC 01 COOP CORS L1 PHASE CENTER
 DH7159  CORS_ID     -  WWED
 DH7159  PID         -  DH7159
 DH7159  STATE/COUNTY-  AR/WASHINGTON
 DH7159  USGS QUAD   -  RHEA (1983)
 DH7159
 DH7159                         *CURRENT SURVEY CONTROL
 DH7159  ___________________________________________________________________
 DH7159* NAD 83(CORS)-  36 05 28.41659(N)    094 25 22.24066(W)     ADJUSTED  
 DH7159* NAVD 88     -                                                        
 DH7159  ___________________________________________________________________
 DH7159  EPOCH DATE  -        2002.00
 DH7159  X           -    -397,945.098 (meters)                     COMP
 DH7159  Y           -  -5,144,939.638 (meters)                     COMP
 DH7159  Z           -   3,736,568.820 (meters)                     COMP
 DH7159  ELLIP HEIGHT-         326.95  (meters)          (11/??/05) GPS OBS
 DH7159  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DH7159
 DH7159  HORZ ORDER  -  SPECIAL (CORS)
 DH7159  ELLP ORDER  -  SPECIAL (CORS)
 DH7159
 DH7159.ITRF positions are available for this station.
 DH7159.The coordinates were established by GPS observations
 DH7159.and adjusted by the National Geodetic Survey in November 2005..
 DH7159.The coordinates are valid at the epoch date displayed above.
 DH7159.The epoch date for horizontal control is a decimal equivalence
 DH7159.of Year/Month/Day.
 DH7159
 DH7159
 DH7159.The PID for the CORS ARP is DH7158.
 DH7159
 DH7159.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7159
 DH7159.The ellipsoidal height was determined by GPS observations
 DH7159.and is referenced to NAD 83.
 DH7159
 DH7159.The geoid height was determined by GEOID03.
 DH7159
 DH7159;                    North         East     Units Scale Factor Converg.
 DH7159;SPC AR N     -   197,712.160   181,826.743   MT  0.99997500   -1 24 35.5
 DH7159;SPC AR N     -   648,660.64    596,543.24   sFT  0.99997500   -1 24 35.5
 DH7159
 DH7159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7159!SPC AR N     -   0.99994869  x   0.99997500  =   0.99992369
 DH7159
 DH7159                          SUPERSEDED SURVEY CONTROL
 DH7159
 DH7159.No superseded survey control is available for this station.
 DH7159
 DH7159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7190695004(NAD 83)
 DH7159_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7159
 DH7159                          STATION DESCRIPTION
 DH7159
 DH7159'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7159'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH7159'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH7159'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH7159'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH7159'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8821 ***********************************************************************
 DH8821  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8821  DESIGNATION -  APAC02 COOP CORS ARP
 DH8821  CORS_ID     -  EFAY
 DH8821  PID         -  DH8821
 DH8821  STATE/COUNTY-  AR/WASHINGTON
 DH8821  USGS QUAD   -  ELKINS (1994)
 DH8821
 DH8821                         *CURRENT SURVEY CONTROL
 DH8821  ___________________________________________________________________
 DH8821* NAD 83(CORS)-  36 06 00.86931(N)    094 06 06.19710(W)     ADJUSTED  
 DH8821* NAVD 88     -                                                        
 DH8821  ___________________________________________________________________
 DH8821  EPOCH DATE  -        2002.00
 DH8821  X           -    -369,065.830 (meters)                     COMP
 DH8821  Y           -  -5,146,565.604 (meters)                     COMP
 DH8821  Z           -   3,737,424.092 (meters)                     COMP
 DH8821  ELLIP HEIGHT-         406.68  (meters)          (03/??/06) GPS OBS
 DH8821  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DH8821
 DH8821  HORZ ORDER  -  SPECIAL (CORS)
 DH8821  ELLP ORDER  -  SPECIAL (CORS)
 DH8821
 DH8821.ITRF positions are available for this station.
 DH8821.The coordinates were established by GPS observations
 DH8821.and adjusted by the National Geodetic Survey in March 2006..
 DH8821.The coordinates are valid at the epoch date displayed above.
 DH8821.The epoch date for horizontal control is a decimal equivalence
 DH8821.of Year/Month/Day.
 DH8821
 DH8821
 DH8821.The PID for the CORS L1 Phase Center is DH8822.
 DH8821
 DH8821.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8821
 DH8821.The ellipsoidal height was determined by GPS observations
 DH8821.and is referenced to NAD 83.
 DH8821
 DH8821.The geoid height was determined by GEOID03.
 DH8821
 DH8821;                    North         East     Units Scale Factor Converg.
 DH8821;SPC AR N     -   198,047.787   210,759.992   MT  0.99997640   -1 13 22.8
 DH8821;SPC AR N     -   649,761.78    691,468.41   sFT  0.99997640   -1 13 22.8
 DH8821
 DH8821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8821!SPC AR N     -   0.99993618  x   0.99997640  =   0.99991258
 DH8821
 DH8821                          SUPERSEDED SURVEY CONTROL
 DH8821
 DH8821.No superseded survey control is available for this station.
 DH8821
 DH8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0082895629(NAD 83)
 DH8821_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH8821
 DH8821                          STATION DESCRIPTION
 DH8821
 DH8821'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH8821'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH8821'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH8821'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH8821'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH8821'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8822 ***********************************************************************
 DH8822  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8822  DESIGNATION -  APAC02 COOP CORS L1 PHASE CENTER
 DH8822  CORS_ID     -  EFAY
 DH8822  PID         -  DH8822
 DH8822  STATE/COUNTY-  AR/WASHINGTON
 DH8822  USGS QUAD   -  ELKINS (1994)
 DH8822
 DH8822                         *CURRENT SURVEY CONTROL
 DH8822  ___________________________________________________________________
 DH8822* NAD 83(CORS)-  36 06 00.86940(N)    094 06 06.19713(W)     ADJUSTED  
 DH8822* NAVD 88     -                                                        
 DH8822  ___________________________________________________________________
 DH8822  EPOCH DATE  -        2002.00
 DH8822  X           -    -369,065.835 (meters)                     COMP
 DH8822  Y           -  -5,146,565.667 (meters)                     COMP
 DH8822  Z           -   3,737,424.141 (meters)                     COMP
 DH8822  ELLIP HEIGHT-         406.76  (meters)          (03/??/06) GPS OBS
 DH8822  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DH8822
 DH8822  HORZ ORDER  -  SPECIAL (CORS)
 DH8822  ELLP ORDER  -  SPECIAL (CORS)
 DH8822
 DH8822.ITRF positions are available for this station.
 DH8822.The coordinates were established by GPS observations
 DH8822.and adjusted by the National Geodetic Survey in March 2006..
 DH8822.The coordinates are valid at the epoch date displayed above.
 DH8822.The epoch date for horizontal control is a decimal equivalence
 DH8822.of Year/Month/Day.
 DH8822
 DH8822
 DH8822.The PID for the CORS ARP is DH8821.
 DH8822
 DH8822.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8822
 DH8822.The ellipsoidal height was determined by GPS observations
 DH8822.and is referenced to NAD 83.
 DH8822
 DH8822.The geoid height was determined by GEOID03.
 DH8822
 DH8822;                    North         East     Units Scale Factor Converg.
 DH8822;SPC AR N     -   198,047.789   210,759.992   MT  0.99997640   -1 13 22.8
 DH8822;SPC AR N     -   649,761.79    691,468.41   sFT  0.99997640   -1 13 22.8
 DH8822
 DH8822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8822!SPC AR N     -   0.99993616  x   0.99997640  =   0.99991257
 DH8822
 DH8822                          SUPERSEDED SURVEY CONTROL
 DH8822
 DH8822.No superseded survey control is available for this station.
 DH8822
 DH8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0082895629(NAD 83)
 DH8822_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8822
 DH8822                          STATION DESCRIPTION
 DH8822
 DH8822'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8822'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH8822'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH8822'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH8822'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH8822'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0146 ***********************************************************************
 EJ0146  DESIGNATION -  APE
 EJ0146  PID         -  EJ0146
 EJ0146  STATE/COUNTY-  AR/PULASKI
 EJ0146  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0146
 EJ0146                         *CURRENT SURVEY CONTROL
 EJ0146  ___________________________________________________________________
 EJ0146* NAD 83(1986)-  34 41 55.     (N)    092 19 38.     (W)     SCALED    
 EJ0146* NAVD 88     -        86.108  (meters)     282.51   (feet)  ADJUSTED  
 EJ0146  ___________________________________________________________________
 EJ0146  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EJ0146  DYNAMIC HT  -          86.028 (meters)     282.24  (feet)  COMP
 EJ0146  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 EJ0146
 EJ0146  VERT ORDER  -  FIRST     CLASS II
 EJ0146
 EJ0146.The horizontal coordinates were scaled from a topographic map and have
 EJ0146.an estimated accuracy of +/- 6 seconds.
 EJ0146
 EJ0146.The orthometric height was determined by differential leveling
 EJ0146.and adjusted by the National Geodetic Survey in June 1991..
 EJ0146
 EJ0146.The geoid height was determined by GEOID03.
 EJ0146
 EJ0146.The dynamic height is computed by dividing the NAVD 88
 EJ0146.geopotential number by the normal gravity value computed on the
 EJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0146.degrees latitude (g = 980.6199 gals.).
 EJ0146
 EJ0146.The modeled gravity was interpolated from observed gravity values.
 EJ0146
 EJ0146;                    North         East    Units  Estimated Accuracy
 EJ0146;SPC AR S     -   625,420.      370,020.      MT  (+/- 180 meters Scaled)
 EJ0146
 EJ0146                          SUPERSEDED SURVEY CONTROL
 EJ0146
 EJ0146  NGVD 29 (??/??/92)   86.158  (m)          282.67   (f) ADJ UNCH    1 2
 EJ0146
 EJ0146.Superseded values are not recommended for survey control.
 EJ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0146.See file dsdata.txt to determine how the superseded data were derived.
 EJ0146
 EJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU616398(NAD 83)
 EJ0146_MARKER: DB = BENCH MARK DISK
 EJ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0146_STAMPING: APE
 EJ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0146+STABILITY: SURFACE MOTION
 EJ0146
 EJ0146  HISTORY     - Date     Condition        Report By
 EJ0146  HISTORY     - 1934     MONUMENTED       CGS
 EJ0146  HISTORY     - 1935     GOOD             NGS
 EJ0146  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0146  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0146  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0146
 EJ0146                          STATION DESCRIPTION
 EJ0146
 EJ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0146'4.8 MI SW FROM LITTLE ROCK.
 EJ0146'4.8 MILES SOUTHWEST OF, ALONG M.P.R.R., FROM STATION ABOUT 400 FEET
 EJ0146'SOUTHWEST OF INTERSECTION OF CENTERLINES OF GUM SPRINGS ROAD WITH
 EJ0146'MISSOURI PACIFIC R.R.  340 FEET SOUTH OF MILE POST 350-10.  97.5 FEET
 EJ0146'SOUTHEAST OF CENTERLINE OF SOUTHEAST TRACK OF MISSOURI PACIFIC R.R. 90
 EJ0146'FEET SOUTHEAST OF SEMAPHORE NO. 3502.  33 FEET NORTH OF PINE TREE, 1.5
 EJ0146'FT. IN DIAMETER AT BASE.  2.5 FEET NORTHWEST OF R/W FENCE. TABLET SET
 EJ0146'IN PRECAST CONCRETE POST.
 EJ0146
 EJ0146                          STATION RECOVERY (1984)
 EJ0146
 EJ0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0146'MARK NOT FOUND.
 EJ0146
 EJ0146                          STATION RECOVERY (1989)
 EJ0146
 EJ0146'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0146'MARK NOT FOUND.
 EJ0146
 EJ0146                          STATION RECOVERY (1990)
 EJ0146
 EJ0146'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1907 ***********************************************************************
 EJ1907  DESIGNATION -  APLIN
 EJ1907  PID         -  EJ1907
 EJ1907  STATE/COUNTY-  AR/PERRY
 EJ1907  USGS QUAD   -  APLIN (1984)
 EJ1907
 EJ1907                         *CURRENT SURVEY CONTROL
 EJ1907  ___________________________________________________________________
 EJ1907* NAD 83(1997)-  34 58 49.25095(N)    092 57 04.65065(W)     ADJUSTED  
 EJ1907* NAVD 88     -       117.20   (+/-2cm)     384.5    (feet)  VERTCON   
 EJ1907  ___________________________________________________________________
 EJ1907  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 EJ1907  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EJ1907
 EJ1907  HORZ ORDER  -  FIRST
 EJ1907  VERT ORDER  -  THIRD ? (See Below)
 EJ1907
 EJ1907.The horizontal coordinates were established by classical geodetic methods
 EJ1907.and adjusted by the National Geodetic Survey in September 1999..
 EJ1907
 EJ1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1907.The vertical order pertains to the NGVD 29 superseded value.
 EJ1907
 EJ1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1907
 EJ1907.The geoid height was determined by GEOID03.
 EJ1907
 EJ1907;                    North         East     Units Scale Factor Converg.
 EJ1907;SPC AR N     -    72,200.768   313,139.676   MT  0.99999109   -0 33 12.8
 EJ1907;SPC AR N     -   236,878.69  1,027,359.09   sFT  0.99999109   -0 33 12.8
 EJ1907;UTM  15      - 3,870,864.762   504,445.762   MT  0.99960024   +0 01 40.5
 EJ1907
 EJ1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1907!SPC AR N     -   0.99998608  x   0.99999109  =   0.99997717
 EJ1907!UTM  15      -   0.99998608  x   0.99960024  =   0.99958633
 EJ1907
 EJ1907|---------------------------------------------------------------------|
 EJ1907| PID    Reference Object                     Distance      Geod. Az  |
 EJ1907|                                                           dddmmss.s |
 EJ1907| CY5165 APLIN RM 1                           15.592 METERS 08746     |
 EJ1907| EJ1906 TT 45                                50.014 METERS 12456     |
 EJ1907| EJ1899 VALLEY                              APPROX.10.1 KM 1275421.5 |
 EJ1907| CY5166 APLIN RM 2                           19.130 METERS 18040     |
 EJ1907| CY5164 APLIN AZ MK                                        2521023.5 |
 EJ1907| CY5167 APLIN RM 3                           15.364 METERS 28045     |
 EJ1907|---------------------------------------------------------------------|
 EJ1907
 EJ1907                          SUPERSEDED SURVEY CONTROL
 EJ1907
 EJ1907  NAD 83(1986)-  34 58 49.26445(N)    092 57 04.64439(W) AD(       ) 1
 EJ1907  NAD 27      -  34 58 48.94600(N)    092 57 04.02700(W) AD(       ) 1
 EJ1907  NGVD 29 (07/19/86)  117.20   (m)          384.5    (f) LEVELING    3  
 EJ1907
 EJ1907.Superseded values are not recommended for survey control.
 EJ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1907.See file dsdata.txt to determine how the superseded data were derived.
 EJ1907
 EJ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0444670865(NAD 83)
 EJ1907_MARKER: DS = TRIANGULATION STATION DISK
 EJ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1907
 EJ1907  HISTORY     - Date     Condition        Report By
 EJ1907  HISTORY     - 1940     MONUMENTED       CGS
 EJ1907  HISTORY     - 1957     GOOD             CGS
 EJ1907  HISTORY     - 1967     GOOD             CGS
 EJ1907
 EJ1907                          STATION DESCRIPTION
 EJ1907
 EJ1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1907'STATION IS LOCATED ABOUT 1.6 MILES E OF APLIN JUST N OF STATE
 EJ1907'HIGHWAY 60 ON THE PROPERTY OF D.M. WALLACE.
 EJ1907'
 EJ1907'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 EJ1907'STANDARD DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1907'
 EJ1907'THE STATION MARK IS 57.0 FEET W OF FENCE CORNER, 101.7 FEET N
 EJ1907'OF THE CENTER LINE OF STATE HIGHWAY 60, 9.2 FEET NW OF WHITE
 EJ1907'REFERENCE POST, AND 81.7 FEET N OF THE TOP OF CUT ON THE N
 EJ1907'SIDE OF HIGHWAY.  MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF
 EJ1907'THE GROUND AND IS STAMPED APLIN 1940.
 EJ1907'
 EJ1907'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 EJ1907'STATION 1.0 FOOT W OF FENCE LINE, AND 22.0 FEET N OF FENCE
 EJ1907'CORNER.  IT PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 EJ1907'GROUND AND IS STAMPED APLIN NO. 1 1940.
 EJ1907'
 EJ1907'REFERENCE MARK NO. 2 IS ABOUT 3.0 FEET LOWER THAN THE STATION,
 EJ1907'19.0 FEET N OF THE TOP OF CUT ON THE N SIDE OF STATE
 EJ1907'HIGHWAY 60, AND 39.0 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 EJ1907'60.  IT PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 EJ1907'GROUND AND IS STAMPED APLIN NO. 2 1940.
 EJ1907'
 EJ1907'THE AZIMUTH MARK IS 24.0 FEET S OF THE CENTER LINE OF STATE
 EJ1907'HIGHWAY 60, 5.4 FEET E OF WHITE REFERENCE POST, AND 31.0
 EJ1907'FEET WSW OF THE W EDGE OF CONCRETE CULVERT ON THE S SIDE
 EJ1907'OF HIGHWAY.  IT PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF
 EJ1907'THE GROUND AND IS STAMPED APLIN 1940.
 EJ1907'
 EJ1907'FOREST SERVICE MARK IS A BRASS DISK SET IN A 3-INCH CIRCULAR
 EJ1907'CONCRETE POST, 22.0 FEET S OF THE CENTER LINE OF STATE HIGHWAY
 EJ1907'60, AND 1.5 FEET N OF FENCE.  IT PROJECTS ABOUT 6 INCHES
 EJ1907'ABOVE THE SURFACE OF THE GROUND, AND IS STAMPED T T 45.
 EJ1907'
 EJ1907'TO REACH THE STATION FROM APLIN, GO E ON STATE HIGHWAY 60
 EJ1907'1.6 MILES TO STATION ON THE N.
 EJ1907
 EJ1907                          STATION RECOVERY (1957)
 EJ1907
 EJ1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EJ1907'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION
 EJ1907'MARK AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EJ1907'
 EJ1907'THE AZIMUTH MARK WAS DESTROYED AND THE DISK WAS RETURNED
 EJ1907'TO THE WASHINGTON OFFICE.
 EJ1907
 EJ1907                          STATION RECOVERY (1967)
 EJ1907
 EJ1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1907'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 EJ1907'CONDITION WITH NO NOTICEABLE DISPLACEMENT OF THE MARKS.  THE
 EJ1907'AZIMUTH MARK WAS REPORTED DESTROYED IN 1957.  REFERENCE
 EJ1907'MARK 2 IS STILL IN PLACE AND IS SOLID, BUT IS LOCATED
 EJ1907'ON THE SOUTH EDGE OF A CUT BANK AND THE SOUTH SIDE OF THE
 EJ1907'MARK IS EXPOSED BY ABOUT 2 FEET.  REFERENCE MARK 3 WAS
 EJ1907'ESTABLISHED AT THIS TIME.  THE FOREST SERVICE MARK HAS BEEN
 EJ1907'DESTROYED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EJ1907'
 EJ1907'THE STATION IS LOCATED ON A LOW RISE, ALONG THE NORTH SIDE
 EJ1907'OF STATE HIGHWAY 60, ABOUT 1-1/2 MILES EAST OF APLIN.
 EJ1907'
 EJ1907'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60
 EJ1907'AND 155 IN THE WEST EDGE OF APLIN, GO EAST ON STATE HIGHWAY
 EJ1907'60 FOR 2.05 MILES TO A CUT BANK AND THE STATION ON THE LEFT.
 EJ1907'
 EJ1907'STATION MARK IS A STANDARD DISK, STAMPED APLIN 1940, SET IN
 EJ1907'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 EJ1907'IT IS 100 FEET NORTH OF THE CENTER OF STATE HIGHWAY 60, 54
 EJ1907'FEET NORTH OF A FENCE AND 2 FEET NORTH OF A METAL WITNESS
 EJ1907'POST.
 EJ1907'
 EJ1907'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED APLIN NO 1 1940,
 EJ1907'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5
 EJ1907'INCHES.  IT IS 92 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 EJ1907'51 FEET EAST OF THE METAL WITNESS POST, 45 FEET NORTH OF THE
 EJ1907'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EJ1907'
 EJ1907'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED APLIN NO 2
 EJ1907'1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 EJ1907'PROJECTING 5 INCHES ON THE NORTH AND ABOUT 2 FEET OF THE
 EJ1907'MARK EXPOSED ON THE SOUTH.  IT IS 61 FEET SOUTH OF THE WITNESS
 EJ1907'POST, 41 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 2 FEET
 EJ1907'SOUTH OF THE FENCE.
 EJ1907'
 EJ1907'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED APLIN NO 3
 EJ1907'1940 1967, CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT ROCK
 EJ1907'OUTCROP PROJECTING 3 INCHES.  IT IS 103 FEET NORTH OF THE
 EJ1907'CENTER OF THE HIGHWAY, 58 FEET NORTH OF THE FENCE, 51 FEET
 EJ1907'WEST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS
 EJ1907'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0660 ***********************************************************************
 DL0660  DESIGNATION -  AQ
 DL0660  PID         -  DL0660
 DL0660  STATE/COUNTY-  AR/COLUMBIA
 DL0660  USGS QUAD   -  EMERSON (1971)
 DL0660
 DL0660                         *CURRENT SURVEY CONTROL
 DL0660  ___________________________________________________________________
 DL0660* NAD 83(1986)-  33 05 39.     (N)    093 11 35.     (W)     SCALED    
 DL0660* NAVD 88     -        94.198  (meters)     309.05   (feet)  ADJUSTED  
 DL0660  ___________________________________________________________________
 DL0660  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0660  DYNAMIC HT  -          94.095 (meters)     308.71  (feet)  COMP
 DL0660  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 DL0660
 DL0660  VERT ORDER  -  SECOND    CLASS 0
 DL0660
 DL0660.The horizontal coordinates were scaled from a topographic map and have
 DL0660.an estimated accuracy of +/- 6 seconds.
 DL0660
 DL0660.The orthometric height was determined by differential leveling
 DL0660.and adjusted by the National Geodetic Survey in June 1991..
 DL0660
 DL0660.The geoid height was determined by GEOID03.
 DL0660
 DL0660.The dynamic height is computed by dividing the NAVD 88
 DL0660.geopotential number by the normal gravity value computed on the
 DL0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0660.degrees latitude (g = 980.6199 gals.).
 DL0660
 DL0660.The modeled gravity was interpolated from observed gravity values.
 DL0660
 DL0660;                    North         East    Units  Estimated Accuracy
 DL0660;SPC AR S     -   448,070.      288,620.      MT  (+/- 180 meters Scaled)
 DL0660
 DL0660                          SUPERSEDED SURVEY CONTROL
 DL0660
 DL0660  NGVD 29 (??/??/92)   94.257  (m)          309.24   (f) ADJ UNCH    2 0
 DL0660
 DL0660.Superseded values are not recommended for survey control.
 DL0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0660.See file dsdata.txt to determine how the superseded data were derived.
 DL0660
 DL0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS819617(NAD 83)
 DL0660_MARKER: N = NAIL
 DL0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0660_SP_SET: OAK TREE
 DL0660_STAMPING: AQ
 DL0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0660
 DL0660  HISTORY     - Date     Condition        Report By
 DL0660  HISTORY     - UNK      MONUMENTED       CGS
 DL0660  HISTORY     - 1960     GOOD             NGS
 DL0660
 DL0660                          STATION DESCRIPTION
 DL0660
 DL0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0660'0.2 MI S FROM EMERSON.
 DL0660'ABOUT 0.2 MILE SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0660'THE STATION AT EMERSON, 86 FEET NORTHWEST OF BENCH MARK B 205 AND SET
 DL0660'IN THE SOUTHEAST ROOT OF A 28 INCH OAK TREE.  A COPPER NAIL AND WASHER
 DL0660'STAMPED AQ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0101 ***********************************************************************
 EJ0101  DESIGNATION -  ARAB
 EJ0101  PID         -  EJ0101
 EJ0101  STATE/COUNTY-  AR/PULASKI
 EJ0101  USGS QUAD   -  WOODSON (1987)
 EJ0101
 EJ0101                         *CURRENT SURVEY CONTROL
 EJ0101  ___________________________________________________________________
 EJ0101* NAD 83(1986)-  34 36 03.     (N)    092 13 12.     (W)     SCALED    
 EJ0101* NAVD 88     -        78.461  (meters)     257.42   (feet)  ADJUSTED  
 EJ0101  ___________________________________________________________________
 EJ0101  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ0101  DYNAMIC HT  -          78.386 (meters)     257.17  (feet)  COMP
 EJ0101  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 EJ0101
 EJ0101  VERT ORDER  -  FIRST     CLASS II
 EJ0101
 EJ0101.The horizontal coordinates were scaled from a topographic map and have
 EJ0101.an estimated accuracy of +/- 6 seconds.
 EJ0101
 EJ0101.The orthometric height was determined by differential leveling
 EJ0101.and adjusted by the National Geodetic Survey in June 1991..
 EJ0101.WARNING-Repeat measurements at this control monument indicate possible
 EJ0101.vertical movement.
 EJ0101
 EJ0101.The geoid height was determined by GEOID03.
 EJ0101
 EJ0101.The dynamic height is computed by dividing the NAVD 88
 EJ0101.geopotential number by the normal gravity value computed on the
 EJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0101.degrees latitude (g = 980.6199 gals.).
 EJ0101
 EJ0101.The modeled gravity was interpolated from observed gravity values.
 EJ0101
 EJ0101;                    North         East    Units  Estimated Accuracy
 EJ0101;SPC AR S     -   614,550.      379,820.      MT  (+/- 180 meters Scaled)
 EJ0101
 EJ0101                          SUPERSEDED SURVEY CONTROL
 EJ0101
 EJ0101  NGVD 29 (??/??/92)   78.503  (m)          257.56   (f) ADJ UNCH    1 2
 EJ0101
 EJ0101.Superseded values are not recommended for survey control.
 EJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0101.See file dsdata.txt to determine how the superseded data were derived.
 EJ0101
 EJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU715290(NAD 83)
 EJ0101_MARKER: DD = SURVEY DISK
 EJ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0101_STAMPING: ARAB 1934
 EJ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0101+STABILITY: SURFACE MOTION
 EJ0101
 EJ0101  HISTORY     - Date     Condition        Report By
 EJ0101  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0101  HISTORY     - 1937     GOOD             ARGS
 EJ0101  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0101  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0101
 EJ0101                          STATION DESCRIPTION
 EJ0101
 EJ0101'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0101'IN WRIGHTSVILLE.
 EJ0101'AT WRIGHTSVILLE, PULASKI COUNTY, 81.4 FEET NORTH OF THE MISSOURI
 EJ0101'PACIFIC RAILROAD STATION SIGN, 47 FEET NORTHWEST OF POLE 357+28, 35
 EJ0101'FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, AND 14.3 FEET EAST OF
 EJ0101'THE EAST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED ARAB 1934 AND
 EJ0101'SET IN THE TOP OF A CONCRETE POST.
 EJ0101
 EJ0101                          STATION RECOVERY (1984)
 EJ0101
 EJ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0101'NOT RECOVERED, THE AREA HAS BEEN CLEARED, ASSUMED BULLDOZED OUT.
 EJ0101
 EJ0101                          STATION RECOVERY (1990)
 EJ0101
 EJ0101'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2882 ***********************************************************************
 FE2882  DESIGNATION -  ARCHILLION RESET
 FE2882  PID         -  FE2882
 FE2882  STATE/COUNTY-  AR/MISSISSIPPI
 FE2882  USGS QUAD   -  ROSA (1983)
 FE2882
 FE2882                         *CURRENT SURVEY CONTROL
 FE2882  ___________________________________________________________________
 FE2882* NAD 83(1997)-  35 51 49.80559(N)    089 52 20.36548(W)     ADJUSTED  
 FE2882* NAVD 88     -        77.0    (meters)     253.     (feet)  GPS OBS   
 FE2882  ___________________________________________________________________
 FE2882  X           -      11,531.598 (meters)                     COMP
 FE2882  Y           -  -5,174,891.784 (meters)                     COMP
 FE2882  Z           -   3,715,986.808 (meters)                     COMP
 FE2882  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FE2882  ELLIP HEIGHT-          49.10  (meters)          (09/14/99) GPS OBS
 FE2882  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE2882
 FE2882  HORZ ORDER  -  FIRST
 FE2882  ELLP ORDER  -  FOURTH    CLASS I
 FE2882
 FE2882.The horizontal coordinates were established by GPS observations
 FE2882.and adjusted by the National Geodetic Survey in September 1999..
 FE2882
 FE2882.The orthometric height was determined by GPS observations and a
 FE2882.high-resolution geoid model.
 FE2882
 FE2882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2882
 FE2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2882
 FE2882.The ellipsoidal height was determined by GPS observations
 FE2882.and is referenced to NAD 83.
 FE2882
 FE2882.The geoid height was determined by GEOID03.
 FE2882
 FE2882;                    North         East     Units Scale Factor Converg.
 FE2882;SPC AR N     -   171,873.773   592,143.394   MT  0.99994780   +1 14 17.1
 FE2882;SPC AR N     -   563,889.20  1,942,723.79   sFT  0.99994780   +1 14 17.1
 FE2882;SPC MO E     -     3,566.028   306,687.313   MT  0.99997292   +0 22 03.9
 FE2882;SPC TN       -   176,725.460   250,367.042   MT  0.99994854   -2 16 01.2
 FE2882;SPC TN       -   579,806.78    821,412.54   sFT  0.99994854   -2 16 01.2
 FE2882;UTM  16      - 3,972,656.417   240,645.652   MT  1.00042893   -1 41 01.4
 FE2882
 FE2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2882!SPC AR N     -   0.99999229  x   0.99994780  =   0.99994009
 FE2882!SPC MO E     -   0.99999229  x   0.99997292  =   0.99996521
 FE2882!SPC TN       -   0.99999229  x   0.99994854  =   0.99994083
 FE2882!UTM  16      -   0.99999229  x   1.00042893  =   1.00042122
 FE2882
 FE2882:                Primary Azimuth Mark                     Grid Az
 FE2882:SPC AR N     -  BLYTHEVILLE RAD STA KLCN MAST            000 06 22.1
 FE2882:SPC MO E     -  BLYTHEVILLE RAD STA KLCN MAST            000 58 35.3
 FE2882:SPC TN       -  BLYTHEVILLE RAD STA KLCN MAST            003 36 40.4
 FE2882:UTM  16      -  BLYTHEVILLE RAD STA KLCN MAST            003 01 40.6
 FE2882
 FE2882|---------------------------------------------------------------------|
 FE2882| PID    Reference Object                     Distance      Geod. Az  |
 FE2882|                                                           dddmmss.s |
 FE2882| FE2691 BLYTHEVILLE RAD STA KLCN MAST       APPROX. 6.6 KM 0012039.2 |
 FE2882| FE2840 ARCHILLION RM 3                      11.663 METERS 08621     |
 FE2882| FE2841 ARCHILLION AZ MK                                   0934332.0 |
 FE2882| CG3140 ARCHILLION AZ MK 2                                 1870319.9 |
 FE2882| CG3141 ARCHILLION RM 1                      25.786 METERS 27650     |
 FE2882| FE2730 BLYTHEVILLE POLICE DEPT RAD MA      APPROX. 7.8 KM 3374559.2 |
 FE2882| FE2839 ARCHILLION RM 2                      27.555 METERS 35738     |
 FE2882|---------------------------------------------------------------------|
 FE2882
 FE2882                          SUPERSEDED SURVEY CONTROL
 FE2882
 FE2882  NAD 83(1997)-  35 51 49.80641(N)    089 52 20.36568(W) AD(       ) 1
 FE2882  NAD 83(1986)-  35 51 49.81884(N)    089 52 20.36188(W) AD(       ) 1
 FE2882  NGVD 29 (05/28/98)   77.0    (m)          253.     (f) GPS OBS        
 FE2882
 FE2882.Superseded values are not recommended for survey control.
 FE2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2882.See file dsdata.txt to determine how the superseded data were derived.
 FE2882
 FE2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4064672656(NAD 83)
 FE2882_MARKER: DS = TRIANGULATION STATION DISK
 FE2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2882_SP_SET: CONCRETE POST
 FE2882_STAMPING: ARCHILLION 1955 1972
 FE2882_MARK LOGO: CGS   
 FE2882_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2882+STABILITY: SURFACE MOTION
 FE2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2882+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 FE2882
 FE2882  HISTORY     - Date     Condition        Report By
 FE2882  HISTORY     - 1972     MONUMENTED       NGS
 FE2882  HISTORY     - 1972     GOOD             NGS
 FE2882  HISTORY     - 19910312 GOOD             NGS
 FE2882  HISTORY     - 19990914 GOOD             USGS
 FE2882  HISTORY     - 20010914 GOOD             NGS
 FE2882
 FE2882                          STATION DESCRIPTION
 FE2882
 FE2882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2882'REFERENCE MARK NO. 2 ONLY WAS FOUND IN GOOD CONDITION.  AFTER A
 FE2882'LENGTHY SEARCH, THE UNDERGROUND STATION MARK WAS FOUND IN APPARENT
 FE2882'GOOD CONDITION.  THE CONCRETE MONUMENTS FOR THE SURFACE STATION MARK,
 FE2882'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE ALL FOUND LAYING IN
 FE2882'THE NEARBY ROAD DITCH.  A FIRM PLUMBING BENCH WAS ERECTED OVER THE
 FE2882'UNDERGROUND STATION MARK AND THE POINT HELD, AFTER WHICH A NEW
 FE2882'SURFACE MARK WAS SET AND SHOULD MARK THE EXACT, ORIGINAL HORIZONTAL
 FE2882'POSITION AS DID THE OLD STATION.  A NEW REFERENCE MARK NO. 3
 FE2882'AND AN AZIMUTH MARK WERE SET.  PRIOR TO SETTING THE NEW SURFACE
 FE2882'MARK, THE UNDERGROUND MARK WAS OCCUPIED AND THE HORIZONTAL ANGLES
 FE2882'OBSERVED BETWEEN POSITIONED INTERSECTION STATION BLYTHEVILLE,
 FE2882'POLICE RADIO STATION KKC 414 MAST (1954) AND ALL OBJECTS OBSERVED.
 FE2882'IN CHECKING THE ANGLES OBSERVED THIS DATE AGAINST THE 1955
 FE2882'OBSERVATIONS, THE ANGLE TO BLYTHEVILLE, RADIO STATION KLCN MAST
 FE2882'(1954) CHECKED PLUS 02.2 SEC, HOWEVER, THE ANGLE TO RM NO. 2 SHOWED A
 FE2882'DISCREPANCY OF PLUS 12 MIN 02.6 SEC.  IN CHECKING THE HORIZONTAL
 FE2882'MEASURED DISTANCE BETWEEN THE UNDERGROUND STATION MARK AND
 FE2882'REFERENCE MARK NO. 2 A DISCREPANCY OF PLUS 0.04 OF A FOOT WAS NOTED.
 FE2882'THERE IS NO VISIBLE EVIDENCE THAT THE MONUMENT HAS EVER BEEN
 FE2882'DISTURBED, AND THE PIECES OF ROTTED WOOD FOUND IN DIGGING FOR THE
 FE2882'UNDERGROUND STATION MARK WOULD INDICATE THERE WAS NO MOVEMENT THERE.
 FE2882'
 FE2882'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2882'
 FE2882'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE CLEAR LAKE
 FE2882'BAPTIST CHURCH GROUNDS, ABOUT 8 MILES NORTH-NORTHEAST OF LUXORA,
 FE2882'5.5 MILES SOUTHWEST OF ARMOREL, 5 MILES SOUTH-SOUTHEAST OF
 FE2882'BLYTHEVILLE, AND IN THE SMALL COMMUNITY OF ARCHILLION.
 FE2882'
 FE2882'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FE2882'ROUTE 18 NEAR THE WEST CENTER OF BLYTHEVILLE, GO SOUTHERLY ON
 FE2882'U.S. HIGHWAY 61 FOR 2.8 MILES TO THE U.S. HIGHWAY 61 AND INTERSTATE
 FE2882'ROUTE 55 INTERCHANGE.  HERE CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR
 FE2882'1.1 MILES TO STATE ROUTE 312 ON THE RIGHT AND STATE ROUTE 148 ON THE
 FE2882'LEFT, TURN LEFT ON STATE ROUTE 148 AND GO EAST FOR 0.7 OF A MILE
 FE2882'TO A RAILROAD CROSSING, CROSS OVER TRACKS AND TURN RIGHT ON STATE
 FE2882'ROUTE 148 AND GO SOUTH ALONG THE EAST SIDE OF THE RAILROAD TRACKS
 FE2882'FOR 0.4 OF A MILE TO A CURVE LEFT, TURN LEFT AND CONTINUE E ON STATE
 FE2882'ROUTE 148 FOR 0.75 OF A MILE TO THE JUNCTION WITH STATE ROUTE 239 ON
 FE2882'THE LEFT.  HERE CONTINUE EAST ON STATE ROUTE 148 FOR 1.0 MILE TO
 FE2882'A GRAVELED T ROAD RIGHT, THE DRIVEWAY TO THE CLEAR LAKE BAPTIST
 FE2882'CHURCH ON THE LEFT, AND THE STATION ABOUT 0.05 OF A MILE EAST IN
 FE2882'THE SOUTHEAST CORNER OF THE CHURCH GROUNDS AS DESCRIBED.
 FE2882'
 FE2882'THE STATION IS 181 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2882'CLEAR LAKE BAPTIST CHURCH BUILDING, 99.5 FEET SOUTH OF A 30-INCH
 FE2882'SINGLE OAK TREE, 68.5 FEET NORTH AND ACROSS STATE ROUTE 148 FROM A
 FE2882'POWERLINE POLE, 48 FEET WEST OF THE APPROXIMATE CENTER OF A
 FE2882'GRAVELED DRIVEWAY, AND 38 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE2882'STATE ROUTE 148.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 FE2882'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2882'ARCHILLION 1955 1972.
 FE2882'
 FE2882'REFERENCE MARK NO. 2 IS 132 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE2882'STATE ROUTE 148, 132 FEET EAST OF THE SOUTHEAST CORNER OF THE
 FE2882'CHURCH BUILDING, 46 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FE2882'GRAVELED DRIVEWAY, AND 10 FEET SOUTH OF THE 30-INCH SINGLE OAK TREE.
 FE2882'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 FE2882'CONCRETE MONUMENT AND THE DISK IS STAMPED ARCHILLION NO 2 1955.
 FE2882'
 FE2882'REFERENCE MARK NO. 3 IS 209 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 FE2882'CORNER OF THE CHURCH BUILDING, 104 FEET SOUTH-SOUTHEAST OF THE
 FE2882'30-INCH SHINGLE OAK TREE, 74 FEET NORTH-NORTHEAST AND ACROSS STATE
 FE2882'ROUTE 148 FROM THE POWERLINE POLE, 44 FEET NORTH OF THE
 FE2882'APPROXIMATE CENTER OF STATE ROUTE 148, AND 9 FEET WEST OF THE
 FE2882'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY.  IT IS A STANDARD DISK
 FE2882'SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 FE2882'DISK IS STAMPED ARCHILLION 1955 NO 3 1972.
 FE2882'
 FE2882'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 FE2882'REFERENCE MARK NO. 3 IS 97.40 FEET - 29.687 METERS.
 FE2882'
 FE2882'THE AZIMUTH MARK IS ABOUT 0.55 OF A MILE SOUTH OF THE STATION, 46
 FE2882'FEET WEST AND ACROSS A GRAVELED ROAD FROM A GUYED POWERLINE
 FE2882'POLE, 30 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION
 FE2882'OF THE GRAVELED ROAD AND A T ROAD WEST, 23 FEET NORTH-NORTHEAST OF
 FE2882'THE EAST END OF A SMALL WOODEN BRIDGE ACROSS A DRAINAGE DITCH, 22
 FE2882'FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED T ROAD
 FE2882'WEST, 21 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6
 FE2882'FEET EAST OF THE EAST EDGE OF A DRAINAGE DITCH, AND 0.8 OF A FOOT
 FE2882'NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FE2882'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FE2882'6 INCHES AND THE DISK IS STAMPED ARCHILLION 1955 1972.
 FE2882'
 FE2882'TO REACH THE AZIMUTH MARK FROM THE GRAVELED T ROAD INTERSECTION JUST
 FE2882'WEST OF THE STATION, GO SOUTH ON THE GRAVELED ROAD ALONG THE EAST
 FE2882'SIDE OF A DRAINAGE DITCH FOR 0.55 OF A MILE TO A GRAVELED T ROAD
 FE2882'RIGHT AND SMALL WOODEN BRIDGE, AND THE MARK AS DESCRIBED.
 FE2882'
 FE2882'DUE TO ALL MARKS AT THE STATION SITE BEING IN A MOWED AND LANDSCAPED
 FE2882'AREA, NO METAL WITNESS POST WAS SET.
 FE2882
 FE2882                          STATION RECOVERY (1972)
 FE2882
 FE2882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FE2882'RECOVERED IN GOOD CONDITION.
 FE2882
 FE2882                          STATION RECOVERY (1991)
 FE2882
 FE2882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2882'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH-NORTHEAST OF
 FE2882'LUXORA, 8.9 KM (5.55 MI) SOUTHWEST OF ARMOREL AND 8.1 KM (5.05 MI)
 FE2882'SOUTH-SOUTHEAST OF BLYTHEVILLE.  OWNERSHIP--CLEAR LAKE BAPTIST CHURCH
 FE2882'BOARD, GLENN NORRIS (PASTOR), RT 2, BOX 232, BLYTHEVILLE, AR 72315.
 FE2882'PHONE IS 501-763-78890.
 FE2882'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 FE2882'STATE HIGHWAY 18 (EXIT 67) IN BLYTHEVILLE, GO EAST ON STATE HIGHWAY
 FE2882'18 FOR 1.1 KM (0.70 MI) TO THE JUNCTION OF STATE HIGHWAY 151.  TURN
 FE2882'RIGHT AND GO SOUTH FOR 9.41 KM (5.85 MI) TO THE JUNCTION OF STATE
 FE2882'HIGHWAY 148.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 148 FOR 4.02 KM
 FE2882'(2.50 MI) TO THE CHURCH AND THE STATION ON THE RIGHT.
 FE2882'THE STATION IS LOCATED 55.2 M (181.1 FT) SOUTHEAST FROM THE SOUTHEAST
 FE2882'CORNER OF THE BRICK CHURCH, 30.3 M (99.4 FT) SOUTH FROM A 36-INCH OAK
 FE2882'TREE, 27.6 M (90.6 FT) SOUTH FROM ARCHILLION RM 2, 20.9 M (68.6 FT)
 FE2882'NORTH AND ACROSS THE HIGHWAY FROM A UTILITY POLE, 14.7 M (48.2 FT)
 FE2882'WEST FROM THE CENTER OF A GRAVELED DRIVEWAY AND 14.7 M (48.2 FT) NORTH
 FE2882'FROM THE CENTERLINE OF STATE HIGHWAY 148. THE STATION IS FLUSH WITH
 FE2882'THE GROUND.
 FE2882'DESCRIBED BY E.J. HANSMANN.
 FE2882
 FE2882                          STATION RECOVERY (1999)
 FE2882
 FE2882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1999 (RC)
 FE2882'RECOVERED IN GOOD CONDITION.
 FE2882
 FE2882                          STATION RECOVERY (2001)
 FE2882
 FE2882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (LC)
 FE2882'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2967 ***********************************************************************
 EH2967  DESIGNATION -  ARK POST
 EH2967  PID         -  EH2967
 EH2967  STATE/COUNTY-  AR/ARKANSAS
 EH2967  USGS QUAD   -  ARKANSAS POST (1972)
 EH2967
 EH2967                         *CURRENT SURVEY CONTROL
 EH2967  ___________________________________________________________________
 EH2967* NAD 83(1997)-  34 01 21.80661(N)    091 20 34.92474(W)     ADJUSTED  
 EH2967* NAVD 88     -        53.79   (+/-2cm)     176.5    (feet)  VERTCON   
 EH2967  ___________________________________________________________________
 EH2967  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 EH2967  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EH2967
 EH2967  HORZ ORDER  -  FIRST
 EH2967  VERT ORDER  -  THIRD ? (See Below)
 EH2967
 EH2967.The horizontal coordinates were established by classical geodetic methods
 EH2967.and adjusted by the National Geodetic Survey in September 1999..
 EH2967
 EH2967.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2967.The vertical order pertains to the NGVD 29 superseded value.
 EH2967
 EH2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2967
 EH2967.The geoid height was determined by GEOID03.
 EH2967
 EH2967;                    North         East     Units Scale Factor Converg.
 EH2967;SPC AR S     -   550,597.880   460,672.075   MT  0.99991849   +0 22 03.7
 EH2967;SPC AR S     - 1,806,419.88  1,511,388.30   sFT  0.99991849   +0 22 03.7
 EH2967;UTM  15      - 3,765,913.515   652,984.439   MT  0.99988851   +0 55 38.2
 EH2967
 EH2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2967!SPC AR S     -   0.99999567  x   0.99991849  =   0.99991416
 EH2967!UTM  15      -   0.99999567  x   0.99988851  =   0.99988418
 EH2967
 EH2967:                Primary Azimuth Mark                     Grid Az
 EH2967:SPC AR S     -  ARK POST AZ MK                           001 53 06.2
 EH2967:UTM  15      -  ARK POST AZ MK                           001 19 31.7
 EH2967
 EH2967|---------------------------------------------------------------------|
 EH2967| PID    Reference Object                     Distance      Geod. Az  |
 EH2967|                                                           dddmmss.s |
 EH2967| CY5172 ARK POST AZ MK                                     0021509.9 |
 EH2967| CY5173 ARK POST RM 1                        43.236 METERS 23909     |
 EH2967| CY5174 ARK POST RM 2                        44.317 METERS 32517     |
 EH2967| CY5175 ARK POST RM 3                        58.738 METERS 33012     |
 EH2967| EH2971 GILLETT MUNICIPAL TANK              APPROX.11.0 KM 3415722.3 |
 EH2967| EH2965 GILLETT RICE GROWERS ASSN ELEV      APPROX.11.8 KM 3455356.5 |
 EH2967| EH2964 GILLETT BAUER ELEV DRYER TK         APPROX.12.0 KM 3465525.6 |
 EH2967|---------------------------------------------------------------------|
 EH2967
 EH2967                          SUPERSEDED SURVEY CONTROL
 EH2967
 EH2967  NAD 83(1986)-  34 01 21.81438(N)    091 20 34.91990(W) AD(       ) 1
 EH2967  NAD 27      -  34 01 21.45185(N)    091 20 34.49524(W) AD(       ) 1
 EH2967  NGVD 29 (07/19/86)   53.89   (m)          176.8    (f) LEVELING    3  
 EH2967
 EH2967.Superseded values are not recommended for survey control.
 EH2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2967.See file dsdata.txt to determine how the superseded data were derived.
 EH2967
 EH2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5298465914(NAD 83)
 EH2967_MARKER: DS = TRIANGULATION STATION DISK
 EH2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2967
 EH2967  HISTORY     - Date     Condition        Report By
 EH2967  HISTORY     - 1940     MONUMENTED       CGS
 EH2967  HISTORY     - 1965     GOOD             CGS
 EH2967
 EH2967                          STATION DESCRIPTION
 EH2967
 EH2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2967'STATION IS AT THE TOWN OF ARKANSAS POST ABOUT 7 MILES AIR LINE
 EH2967'SE BY E OF GILLETT.
 EH2967'
 EH2967'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH2967'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH2967'
 EH2967'THE STATION MARK IS 74 FEET N OF CENTER LINE OF ROAD, 4.8
 EH2967'FEET (W BY N) FROM A WHITE WITNESS POST, STAMPED ARK POST 1940.
 EH2967'
 EH2967'REFERENCE MARK NO.1 IS 32 FEET S OF CENTER LINE OF ROAD,
 EH2967'REFERENCE MARK NO.2 IS 18 FEET S OF ROAD.  THE TWO REFERENCE MARKS
 EH2967'ARE STAMPED ARK POST NO.1 AND NO.2, RESPECTIVELY, AND ARE
 EH2967'AT THE SAME ELEVATION AS THE STATION MARK.
 EH2967'
 EH2967'THE AZIMUTH MARK IS 0.4 MILE W OF STATION, 84 FEET N OF CENTER
 EH2967'LINE OF DIRT ROAD, 6 FEET E OF A WHITE WITNESS POST AND STAMPED
 EH2967'ARK POST 1940.
 EH2967'
 EH2967'REACHED FROM GILLETT BY CROSSING THE RAILROAD TRACKS AT THE
 EH2967'DEPOT AND FOLLOWING STATE HIGHWAY 1 E (GRAVEL) 0.2 MILE,
 EH2967'TURN S AND CONTINUE 0.75 MILE TO SIDE ROAD LEADING LEFT AT
 EH2967'SIGN ARKANSAS POST, TURN LEFT (E) AND GO 3.3 MILES TO TURN
 EH2967'IN ROAD, TURN RIGHT (S) AND GO 1.4 MILES TO END OF GRAVEL,
 EH2967'CONTINUE ON DIRT ROAD 4.6 MILES TO STATION ON LEFT AT THE
 EH2967'TOWN OF ARKANSAS POST.
 EH2967'
 EH2967'A 126-FOOT TOWERR WAS USED.
 EH2967
 EH2967                          STATION RECOVERY (1965)
 EH2967
 EH2967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2967'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 EH2967'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 EH2967'MARK NO. 2 WAS FOUND TO HAVE BEEN DESTROYED.  REFERENCE
 EH2967'MARK NO. 3 WAS SET TO REPLACE THE DESTROYED REFERENCE MARK.
 EH2967'THE DIRECTIONS TO THE AZIMUTH MARK AND REFERENCE MARK NO. 1
 EH2967'CHECKED.  A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK NO. 1
 EH2967'WAS NOTED AND CHECKED IN THE FIELD.  A NEW AND COMPLETE
 EH2967'DESCRIPTION FOLLOWS-
 EH2967'
 EH2967'THE STATION IS LOCATED IN A SMALL CLEARING IN A THICKLY WOODED
 EH2967'AREA ABOUT 7 MILES SOUTH-SOUTHEAST OF GILLETT, 1-1/2 MILES NORTH
 EH2967'OF THE ARKANSAS RIVER AND 1/2 MILE NORTH OF THE ARKANSAS POST
 EH2967'MUSEUM BUILDING.
 EH2967'
 EH2967'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1
 EH2967'AND 169, 5.6 MILES SOUTH OF THE SOUTH SIDE OF GILLETT, GO
 EH2967'SOUTHEASTERLY ON STATE HIGHWAY 169 FOR 2.05 MILES TO A GRAVELED
 EH2967'SIDE ROAD LEFT.  (THIS IS ABOUT 50 YARDS NORTHWEST OF THE
 EH2967'ARKANSAS POST MUSEUM BUILDING.) TURN SHARP LEFT, GO NORTH
 EH2967'ON THE GRAVELED ROAD FOR 0.45 MILE TO THE STATION ON THE
 EH2967'EAST SIDE OF THE ROAD.
 EH2967'
 EH2967'THE STATION MARKS ARE STANDARD DISKS STAMPED ARK POST 1940.
 EH2967'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 EH2967'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 EH2967'112 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 98 FEET
 EH2967'SOUTHEAST OF A 3 FOOT IN DIAMETER OAK TREE AND 1.5 FEET WEST
 EH2967'OF A METAL WITNESS POST WITH A SIGN ATTACHED.  THE UNDERGROUND
 EH2967'DISK IS SET IN A MASS OF CONCRETE ABOUT 3 FEET BELOW THE
 EH2967'SURFACE OF THE GROUND.
 EH2967'
 EH2967'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ARK POST
 EH2967'NO 1 1940, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EH2967'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 18.5 FEET
 EH2967'NORTHEAST OF THE NORTHEAST CORNER OF AN OLD WOODEN SHACK,
 EH2967'1.6 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 EH2967'AND 4 FEET EAST OF AN OAK TREE 1-1/2 FEET IN DIAMETER.
 EH2967'
 EH2967'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ARK POST
 EH2967'NO 3 1940, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 EH2967'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE
 EH2967'THE GROUND SURFACE.  IT IS 38.5 FEET WEST OF THE CENTER OF
 EH2967'THE GRAVELED ROAD, 12.5 FEET WEST OF A TELEPHONE POLE, 4
 EH2967'FEET SOUTH OF A POWERLINE POLE AND 3.3 FEET SOUTHWEST OF A
 EH2967'METAL WITNESS POST WITH A SIGN ATTACHED.
 EH2967'
 EH2967'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 EH2967'GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE EAST
 EH2967'SIDE OF THE ROAD.
 EH2967'
 EH2967'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARK POST 1940,
 EH2967'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 EH2967'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 82 FEET EAST OF THE
 EH2967'CENTER OF THE GRAVELED ROAD, 46 FEET SOUTH OF THE CENTER
 EH2967'OF A DIM TRACK ROAD, 43 FEET SOUTHEAST OF AN OAK TREE WHICH
 EH2967'IS 3 FEET IN DIAMETER AND 1.5 FEET EAST OF A METAL WITNESS
 EH2967'POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1979 ***********************************************************************
 EJ1979  DESIGNATION -  ARKADELPHIA FED COMP WHSE TANK
 EJ1979  PID         -  EJ1979
 EJ1979  STATE/COUNTY-  AR/CLARK
 EJ1979  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1979
 EJ1979                         *CURRENT SURVEY CONTROL
 EJ1979  ___________________________________________________________________
 EJ1979* NAD 83(1997)-  34 06 45.13744(N)    093 03 17.93246(W)     ADJUSTED  
 EJ1979* NAVD 88     -                                                        
 EJ1979  ___________________________________________________________________
 EJ1979  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 EJ1979  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ1979
 EJ1979  HORZ ORDER  -  THIRD
 EJ1979
 EJ1979.The horizontal coordinates were established by classical geodetic methods
 EJ1979.and adjusted by the National Geodetic Survey in September 1999..
 EJ1979
 EJ1979
 EJ1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1979
 EJ1979.The geoid height was determined by GEOID03.
 EJ1979
 EJ1979;                    North         East     Units Scale Factor Converg.
 EJ1979;SPC AR S     -   560,866.395   302,674.070   MT  0.99991940   -0 35 25.7
 EJ1979;SPC AR S     - 1,840,109.16    993,023.18   sFT  0.99991940   -0 35 25.7
 EJ1979;UTM  15      - 3,774,635.466   494,929.307   MT  0.99960032   -0 01 51.0
 EJ1979
 EJ1979                          SUPERSEDED SURVEY CONTROL
 EJ1979
 EJ1979  NAD 83(1986)-  34 06 45.14709(N)    093 03 17.92396(W) AD(       ) 4
 EJ1979  NAD 27      -  34 06 44.81100(N)    093 03 17.30300(W) AD(       ) 3
 EJ1979
 EJ1979.Superseded values are not recommended for survey control.
 EJ1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1979.See file dsdata.txt to determine how the superseded data were derived.
 EJ1979
 EJ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9492974635(NAD 83)
 EJ1979_MARKER: 51 = TANK
 EJ1979
 EJ1979  HISTORY     - Date     Condition        Report By
 EJ1979  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1979  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 EJ1979
 EJ1979                          STATION DESCRIPTION
 EJ1979
 EJ1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 EJ1979'STATION IS IN THE S PART OF THE TOWN OF ARKADELPHIA, NEAR THE
 EJ1979'WAREHOUSE OF THE FEDERAL COMPRESS AND WAREHOUSE COMPANY.
 EJ1979'
 EJ1979'THE TANK IS SUPPORTED BY 4 STEEL TRUSSWORK LEGS ABOUT 100 FEET
 EJ1979'HIGH, PAINTED SILVER.  THE VERTICAL SECTION IS ABOUT 25 FEET
 EJ1979'HIGH, PAINTED SILVER AND HAS THE LETTERS, FEDERAL COMPRESS AND
 EJ1979'WAREHOUSE COMPANY IN BLACK ON THE N SIDE.
 EJ1979'
 EJ1979'THE CONICAL ROOF HAS AN 8-INCH SILVER BALL AT ITS APEX, WHICH IS
 EJ1979'THE OBJECT SIGHTED UPON.
 EJ1979'
 EJ1979'THE TANK WAS ERECTED IN 1930 AND THE TOTAL HEIGHT IS ABOUT 125
 EJ1979'FEET.
 EJ1979
 EJ1979                          STATION RECOVERY (1998)
 EJ1979
 EJ1979'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1971 ***********************************************************************
 EJ1971  DESIGNATION -  ARKADELPHIA MUNICIPAL TANK
 EJ1971  PID         -  EJ1971
 EJ1971  STATE/COUNTY-  AR/CLARK
 EJ1971  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1971
 EJ1971                         *CURRENT SURVEY CONTROL
 EJ1971  ___________________________________________________________________
 EJ1971* NAD 83(1997)-  34 07 14.71407(N)    093 04 04.12381(W)     ADJUSTED  
 EJ1971* NAVD 88     -                                                        
 EJ1971  ___________________________________________________________________
 EJ1971  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 EJ1971  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EJ1971
 EJ1971  HORZ ORDER  -  THIRD
 EJ1971
 EJ1971.The horizontal coordinates were established by classical geodetic methods
 EJ1971.and adjusted by the National Geodetic Survey in September 1999..
 EJ1971
 EJ1971
 EJ1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1971
 EJ1971.The geoid height was determined by GEOID03.
 EJ1971
 EJ1971;                    North         East     Units Scale Factor Converg.
 EJ1971;SPC AR S     -   561,789.871   301,499.917   MT  0.99991960   -0 35 51.5
 EJ1971;SPC AR S     - 1,843,138.94    989,170.98   sFT  0.99991960   -0 35 51.5
 EJ1971;UTM  15      - 3,775,547.139   493,746.568   MT  0.99960048   -0 02 16.9
 EJ1971
 EJ1971                          SUPERSEDED SURVEY CONTROL
 EJ1971
 EJ1971  NAD 83(1986)-  34 07 14.72379(N)    093 04 04.11547(W) AD(       ) 4
 EJ1971  NAD 27      -  34 07 14.38100(N)    093 04 03.49200(W) AD(       ) 3
 EJ1971
 EJ1971.Superseded values are not recommended for survey control.
 EJ1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1971.See file dsdata.txt to determine how the superseded data were derived.
 EJ1971
 EJ1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9374775547(NAD 83)
 EJ1971_MARKER: 51 = TANK
 EJ1971
 EJ1971  HISTORY     - Date     Condition        Report By
 EJ1971  HISTORY     - 1957     FIRST OBSERVED   CGS
 EJ1971  HISTORY     - 19980426 GOOD             USPSQD
 EJ1971
 EJ1971                          STATION DESCRIPTION
 EJ1971
 EJ1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1971'THE RED LIGHT AT THE TOP OF THE ARKADELPHIA, MUNICIPAL WATER
 EJ1971'TANK WAS THE POINT OBSERVED, LOCATED IN THE WEST EDGE OF
 EJ1971'ARKADELPHIA IN THE SOUTHWEST ANGLE OF CADDO ST. AND 16 TH
 EJ1971'ST.  THE 6-LEGGED STRUCTURE IS PAINTED SILVER AND IS 150
 EJ1971'FEET HIGH.
 EJ1971
 EJ1971                          STATION RECOVERY (1998)
 EJ1971
 EJ1971'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1967 ***********************************************************************
 EJ1967  DESIGNATION -  ARKADELPHIA OUACITA COLL ADM
 EJ1967  PID         -  EJ1967
 EJ1967  STATE/COUNTY-  AR/CLARK
 EJ1967  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1967
 EJ1967                         *CURRENT SURVEY CONTROL
 EJ1967  ___________________________________________________________________
 EJ1967* NAD 83(1997)-  34 07 31.35231(N)    093 03 04.25476(W)     ADJUSTED  
 EJ1967* NAVD 88     -                                                        
 EJ1967  ___________________________________________________________________
 EJ1967  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 EJ1967  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ1967
 EJ1967  HORZ ORDER  -  THIRD
 EJ1967
 EJ1967.The horizontal coordinates were established by classical geodetic methods
 EJ1967.and adjusted by the National Geodetic Survey in September 1999..
 EJ1967
 EJ1967
 EJ1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1967
 EJ1967.The geoid height was determined by GEOID03.
 EJ1967
 EJ1967;                    North         East     Units Scale Factor Converg.
 EJ1967;SPC AR S     -   562,286.590   303,039.184   MT  0.99991972   -0 35 18.0
 EJ1967;SPC AR S     - 1,844,768.59    994,221.06   sFT  0.99991972   -0 35 18.0
 EJ1967;UTM  15      - 3,776,058.705   495,280.420   MT  0.99960027   -0 01 43.4
 EJ1967
 EJ1967                          SUPERSEDED SURVEY CONTROL
 EJ1967
 EJ1967  NAD 83(1986)-  34 07 31.36216(N)    093 03 04.24633(W) AD(       ) 4
 EJ1967  NAD 27      -  34 07 31.02100(N)    093 03 03.62500(W) AD(       ) 3
 EJ1967
 EJ1967.Superseded values are not recommended for survey control.
 EJ1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1967.See file dsdata.txt to determine how the superseded data were derived.
 EJ1967
 EJ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9528076059(NAD 83)
 EJ1967_MARKER: 89 = SPIRE
 EJ1967
 EJ1967  HISTORY     - Date     Condition        Report By
 EJ1967  HISTORY     - 1941     FIRST OBSERVED   CGS
 EJ1967  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1967
 EJ1967                          STATION DESCRIPTION
 EJ1967
 EJ1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1967'STATION IS A SPIRE ON THE OUACHITA COLLEGE ADMINISTRATION
 EJ1967'BUILDING, LOCATED IN THE NE PART OF ARKADELPHIA, 5 BLOCKS
 EJ1967'N AND 1 BLOCK E OF THE POST OFFICE.  THE BUILDING IS OF RED
 EJ1967'BRICK CONSTRUCTION ON WHICH THERE IS A GREEN SPIRE.  THE
 EJ1967'BUILDING WAS ERECTED IN 1888 AND IS 75 FEET HIGH.
 EJ1967
 EJ1967                          STATION RECOVERY (1998)
 EJ1967
 EJ1967'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1975 ***********************************************************************
 EJ1975  DESIGNATION -  ARKADELPHIA RAD STA KVRC MAST
 EJ1975  PID         -  EJ1975
 EJ1975  STATE/COUNTY-  AR/CLARK
 EJ1975  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1975
 EJ1975                         *CURRENT SURVEY CONTROL
 EJ1975  ___________________________________________________________________
 EJ1975* NAD 83(1997)-  34 06 29.71836(N)    093 02 57.85808(W)     ADJUSTED  
 EJ1975* NAVD 88     -                                                        
 EJ1975  ___________________________________________________________________
 EJ1975  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 EJ1975  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ1975
 EJ1975  HORZ ORDER  -  THIRD
 EJ1975
 EJ1975.The horizontal coordinates were established by classical geodetic methods
 EJ1975.and adjusted by the National Geodetic Survey in September 1999..
 EJ1975
 EJ1975
 EJ1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1975
 EJ1975.The geoid height was determined by GEOID03.
 EJ1975
 EJ1975;                    North         East     Units Scale Factor Converg.
 EJ1975;SPC AR S     -   560,386.073   303,183.609   MT  0.99991930   -0 35 14.4
 EJ1975;SPC AR S     - 1,838,533.31    994,694.89   sFT  0.99991930   -0 35 14.4
 EJ1975;UTM  15      - 3,774,160.296   495,443.349   MT  0.99960026   -0 01 39.7
 EJ1975
 EJ1975                          SUPERSEDED SURVEY CONTROL
 EJ1975
 EJ1975  NAD 83(1986)-  34 06 29.72799(N)    093 02 57.84972(W) AD(       ) 4
 EJ1975  NAD 27      -  34 06 29.38500(N)    093 02 57.22700(W) AD(       ) 3
 EJ1975
 EJ1975.Superseded values are not recommended for survey control.
 EJ1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1975.See file dsdata.txt to determine how the superseded data were derived.
 EJ1975
 EJ1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9544374160(NAD 83)
 EJ1975_MARKER: 42 = RADIO/TV MAST
 EJ1975
 EJ1975  HISTORY     - Date     Condition        Report By
 EJ1975  HISTORY     - 1957     FIRST OBSERVED   CGS
 EJ1975  HISTORY     - 19980426 GOOD             USPSQD
 EJ1975
 EJ1975                          STATION DESCRIPTION
 EJ1975
 EJ1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1975'THE RED FLASHING LIGHT AT THE TOP OF THE ARKADELPHIA, KVRC RADIO
 EJ1975'MAST WAS THE POINT OBSERVED, LOCATED IN THE SOUTH EDGE OF
 EJ1975'ARKADELPHIA.  THE STEEL STRUCTURE IS PAINTED RED AND WHITE
 EJ1975'IN COLOR AND IS 168 FEET HIGH.
 EJ1975'
 EJ1975'TO REACH FROM THE RAILROAD STATION IN ARKADELPHIA, GO EAST
 EJ1975'ON WALNUT ST. FOR 0.15 MILE TO THE INTERSECTION OF 3 RD
 EJ1975'ST. TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO THE STATION
 EJ1975'AS DESCRIBED.
 EJ1975
 EJ1975                          STATION RECOVERY (1998)
 EJ1975
 EJ1975'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1972 ***********************************************************************
 EJ1972  DESIGNATION -  ARKADELPHIA REA COOP RADIO TWR
 EJ1972  PID         -  EJ1972
 EJ1972  STATE/COUNTY-  AR/CLARK
 EJ1972  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1972
 EJ1972                         *CURRENT SURVEY CONTROL
 EJ1972  ___________________________________________________________________
 EJ1972* NAD 83(1997)-  34 06 23.86387(N)    093 03 25.07861(W)     ADJUSTED  
 EJ1972* NAVD 88     -                                                        
 EJ1972  ___________________________________________________________________
 EJ1972  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 EJ1972  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ1972
 EJ1972  HORZ ORDER  -  THIRD
 EJ1972
 EJ1972.The horizontal coordinates were established by classical geodetic methods
 EJ1972.and adjusted by the National Geodetic Survey in September 1999..
 EJ1972
 EJ1972
 EJ1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1972
 EJ1972.The geoid height was determined by GEOID03.
 EJ1972
 EJ1972;                    North         East     Units Scale Factor Converg.
 EJ1972;SPC AR S     -   560,212.884   302,484.182   MT  0.99991926   -0 35 29.7
 EJ1972;SPC AR S     - 1,837,965.10    992,400.19   sFT  0.99991926   -0 35 29.7
 EJ1972;UTM  15      - 3,773,980.341   494,745.869   MT  0.99960034   -0 01 55.0
 EJ1972
 EJ1972                          SUPERSEDED SURVEY CONTROL
 EJ1972
 EJ1972  NAD 83(1986)-  34 06 23.87370(N)    093 03 25.07016(W) AD(       ) 4
 EJ1972  NAD 27      -  34 06 23.52200(N)    093 03 24.45100(W) AD(       ) 3
 EJ1972
 EJ1972.Superseded values are not recommended for survey control.
 EJ1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1972.See file dsdata.txt to determine how the superseded data were derived.
 EJ1972
 EJ1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9474673980(NAD 83)
 EJ1972_MARKER: 43 = RADIO/TV TOWER
 EJ1972
 EJ1972  HISTORY     - Date     Condition        Report By
 EJ1972  HISTORY     - 1957     FIRST OBSERVED   CGS
 EJ1972  HISTORY     - 19980426 GOOD             USPSQD
 EJ1972
 EJ1972                          STATION DESCRIPTION
 EJ1972
 EJ1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1972'THE RED FLASHING LIGHT AT THE TOP OF THE ARKADELPHIA, REA CO-OP
 EJ1972'RADIO TOWER WAS THE POINT OBSERVED, LOCATED IN THE NORTHEAST
 EJ1972'SECTION OF ARKADELPHIA IN A RIGHT ANGLE OF MAIN ST. AND 12TH ST.
 EJ1972'THE 4-LEGGED STRUCTURE IS BUILT OF STEEL, PAINTED RED AND WHITE
 EJ1972'AND IS ABOUT 150 FEET HIGH.
 EJ1972
 EJ1972                          STATION RECOVERY (1998)
 EJ1972
 EJ1972'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1519 ***********************************************************************
 DL1519  DESIGNATION -  ARKANA
 DL1519  PID         -  DL1519
 DL1519  STATE/COUNTY-  AR/LAFAYETTE
 DL1519  USGS QUAD   -  BRADLEY (1978)
 DL1519
 DL1519                         *CURRENT SURVEY CONTROL
 DL1519  ___________________________________________________________________
 DL1519* NAD 83(1997)-  33 01 10.01967(N)    093 44 46.79970(W)     ADJUSTED  
 DL1519* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 DL1519  ___________________________________________________________________
 DL1519  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DL1519  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL1519
 DL1519  HORZ ORDER  -  FIRST
 DL1519
 DL1519.The horizontal coordinates were established by classical geodetic methods
 DL1519.and adjusted by the National Geodetic Survey in September 1999..
 DL1519
 DL1519.The orthometric height was scaled from a topographic map.
 DL1519
 DL1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1519
 DL1519.The geoid height was determined by GEOID03.
 DL1519
 DL1519;                    North         East     Units Scale Factor Converg.
 DL1519;SPC AR S     -   440,521.280   236,831.197   MT  1.00007403   -0 58 38.7
 DL1519;SPC AR S     - 1,445,276.90    777,003.69   sFT  1.00007403   -0 58 38.7
 DL1519;SPC LA N     -   280,032.666   883,542.695   MT  1.00009949   -0 39 32.2
 DL1519;SPC LA N     -   918,740.51  2,898,756.33   sFT  1.00009949   -0 39 32.2
 DL1519;UTM  15      - 3,653,690.563   430,295.152   MT  0.99965991   -0 24 24.2
 DL1519
 DL1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1519!SPC AR S     -   0.99998798  x   1.00007403  =   1.00006201
 DL1519!SPC LA N     -   0.99998798  x   1.00009949  =   1.00008747
 DL1519!UTM  15      -   0.99998798  x   0.99965991  =   0.99964789
 DL1519
 DL1519|---------------------------------------------------------------------|
 DL1519| PID    Reference Object                     Distance      Geod. Az  |
 DL1519|                                                           dddmmss.s |
 DL1519| CX4936 ARKANA RM 1                           5.990 METERS 03029     |
 DL1519| DL1520 BRADLEY WAREHOUSE CO WATER TK       APPROX.12.1 KM 0450714.6 |
 DL1519| CX4937 ARKANA RM 2                          10.020 METERS 12014     |
 DL1519| CX4935 ARKANA AZ MK                                       2290702.1 |
 DL1519|---------------------------------------------------------------------|
 DL1519
 DL1519                          SUPERSEDED SURVEY CONTROL
 DL1519
 DL1519  NAD 83(1997)-  33 01 10.02856(N)    093 44 46.78990(W) AD(       ) 1
 DL1519  NAD 83(1986)-  33 01 10.02971(N)    093 44 46.78916(W) AD(       ) 1
 DL1519  NAD 27      -  33 01 09.54500(N)    093 44 46.15400(W) AD(       ) 1
 DL1519
 DL1519.Superseded values are not recommended for survey control.
 DL1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1519.See file dsdata.txt to determine how the superseded data were derived.
 DL1519
 DL1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3029553691(NAD 83)
 DL1519_MARKER: DS = TRIANGULATION STATION DISK
 DL1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1519
 DL1519  HISTORY     - Date     Condition        Report By
 DL1519  HISTORY     - 1950     MONUMENTED       CGS
 DL1519  HISTORY     - 1963     GOOD             CGS
 DL1519
 DL1519                          STATION DESCRIPTION
 DL1519
 DL1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1519'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF BRADLEY AND
 DL1519'4.0 MILES EAST OF THE RED RIVER ON THE HIGHEST POINT OF A TIMBERED
 DL1519'RIDGE AND JUST NORTH OF THE LOUISIANA-ARKANSAS STATE LINE FENCE
 DL1519'LINE.  IT IS 17 FEET WEST OF THE CENTER OF TRACK ROAD, 14 FEET
 DL1519'NORTH OF STATE LINE FENCE LINE AND 4-1/2 FEET NORTH OF WITNESS
 DL1519'POST.  IT IS STAMPED ARKANA 1950 AND PROJECTS 2 INCHES.
 DL1519'
 DL1519'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 13 FEET WEST
 DL1519'OF THE CENTER OF TRACK ROAD AND ON ABOUT THE SAME ELEVATION AS
 DL1519'STATION MARK.  IT IS STAMPED ARKANA NO 1 1950 AND PROJECTS 3
 DL1519'INCHES.
 DL1519'
 DL1519'REFERENCE MARK NO 2 IS EAST-SOUTHEAST OF THE STATION, 1 FOOT SOUTH
 DL1519'OF STATE LINE FENCE LINE, 7 FEET EAST OF EAST END OF WIRE GATE AND
 DL1519'ON ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED
 DL1519'ARKANA NO 2 1950 AND PROJECTS 4 INCHES.
 DL1519'
 DL1519'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 38.21 FEET.
 DL1519'
 DL1519'THE AZIMUTH MARK IS ABOUT 0.35 MILE WEST-SOUTHWEST OF THE STATION,
 DL1519'2 FEET EAST OF THE EAST END OF GATE, 1 FOOT SOUTH OF FENCE LINE, 2
 DL1519'FEET WEST OF WITNESS POST AND ABOUT 0.15 MILE SOUTHWEST OF A NEGRO
 DL1519'FARM HOUSE.  TO REACH FROM THE STATION, PASS THROUGH WIRE GATE
 DL1519'JUST EAST OF STATION AND FOLLOW TRACK ROAD SOUTH PASSING THROUGH
 DL1519'ANOTHER WIRE GATE, BEAR RIGHT AND CONTINUE SOUTHWEST ACROSS
 DL1519'FIELD TOWARDS NEGRO FARM HOUSE AND CONTINUEING WEST ON
 DL1519'TRACK ROAD TO WIRE GATE IN FENCE LINE AND MARK AS
 DL1519'DESCRIBED.
 DL1519'
 DL1519'TO REACH THE STATION FROM CROSSROAD JUST EAST OF RAILROAD STATION
 DL1519'IN BRADLEY, GO SOUTH ON STATE ROUTE NO 29 FOR 5.8 MILES TO STATE
 DL1519'LINE WHERE CONCRETE STARTS, CONTINUE SOUTH ON HIGHWAY FOR 1.1 MILES
 DL1519'TO CROSSROAD, TURN RIGHT AND GO WEST ON GRADED ROAD FOR 1.45
 DL1519'MILES TO T-INTERSECTION, TURN RIGHT AND GO NORTH FOR 0.25 MILE TO
 DL1519'T-ROAD LEFT, TURN LEFT AND GO WEST FOR 0.6 MILE TO SIDE ROAD
 DL1519'RIGHT AND SIGN CORNISH FARM ROAD, TURN RIGHT AND FOLLOW TRACK
 DL1519'ROAD FOR 1.15 MILE TO WIRE GATE IN STATE LINE FENCE LINE, PASS
 DL1519'THROUGH GATE AND CONTINUE FOR 0.05 MILE TO FORKS, BEAR LEFT AND
 DL1519'FOLLOW TRACK ROAD THROUGH WOODS FOR 0.7 MILE TO DIM FORKS,
 DL1519'BEAR RIGHT AND CONTINUE ON TRACK ROAD FOR 0.95 MILE TO GATE IN STATE
 DL1519'LINE FENCE LINE AND STATION JUST WEST AS DESCRIBED.
 DL1519'
 DL1519'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1519
 DL1519                          STATION RECOVERY (1963)
 DL1519
 DL1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1519'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 DL1519'ROAD NEAR THE STATION HAS BEEN CHANGED SO WHEN THE WIRE GATE IS
 DL1519'REACHED AT THE STATE LINE THE STATION IS ON TOP OF THE RIDGE
 DL1519'ABOUT 50 YARDS TO THE WEST.
 DL1519'
 DL1519'TO REACH THE AZIMUTH MARK, FROM THE WIRE GATE AT STATE LINE,
 DL1519'CONTINUE ON TRACK ROAD FOR ABOUT 0.15 MILE TO FORKS, TAKE RIGHT FORK
 DL1519'AND GO SOUTHWEST FOR 0.2 MILE TO A WIRE GATE AND MARK JUST EAST
 DL1519'OF THIS GATE.
 DL1519'
 DL1519'THE DESCRIPTION TO REACH THE STATION IS ACCURATE EXCEPT THAT THE
 DL1519'LAST MILEAGE IS 0.85 MILE INSTEAD OF 0.95 MILE AND THE STATION
 DL1519'WILL BE FOUND ABOUT 50 YARDS TO WEST OF WIRE GATE AT STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0681 ***********************************************************************
 GF0681  DESIGNATION -  ARKANA RESET
 GF0681  PID         -  GF0681
 GF0681  STATE/COUNTY-  AR/BAXTER
 GF0681  USGS QUAD   -  MOUNTAIN HOME EAST (1981)
 GF0681
 GF0681                         *CURRENT SURVEY CONTROL
 GF0681  ___________________________________________________________________
 GF0681* NAD 83(1997)-  36 17 20.06837(N)    092 19 17.28425(W)     ADJUSTED  
 GF0681* NAVD 88     -       297.0    (meters)     974.     (feet)  VERTCON   
 GF0681  ___________________________________________________________________
 GF0681  X           -    -208,497.707 (meters)                     COMP
 GF0681  Y           -  -5,143,082.584 (meters)                     COMP
 GF0681  Z           -   3,754,238.342 (meters)                     COMP
 GF0681  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 GF0681  ELLIP HEIGHT-         268.74  (meters)          (09/24/01) GPS OBS
 GF0681  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0681
 GF0681  HORZ ORDER  -  FIRST
 GF0681  ELLP ORDER  -  FOURTH    CLASS II
 GF0681
 GF0681.The horizontal coordinates were established by GPS observations
 GF0681.and adjusted by the National Geodetic Survey in September 1999..
 GF0681
 GF0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0681
 GF0681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0681
 GF0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0681
 GF0681.The ellipsoidal height was determined by GPS observations
 GF0681.and is referenced to NAD 83.
 GF0681
 GF0681.The geoid height was determined by GEOID03.
 GF0681
 GF0681;                    North         East     Units Scale Factor Converg.
 GF0681;SPC AR N     -   217,009.941   371,121.082   MT  1.00001146   -0 11 13.4
 GF0681;SPC AR N     -   711,973.45  1,217,586.42   sFT  1.00001146   -0 11 13.4
 GF0681;UTM  15      - 4,016,206.877   560,931.085   MT  0.99964574   +0 24 05.8
 GF0681
 GF0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0681!SPC AR N     -   0.99995782  x   1.00001146  =   0.99996928
 GF0681!UTM  15      -   0.99995782  x   0.99964574  =   0.99960358
 GF0681
 GF0681|---------------------------------------------------------------------|
 GF0681| PID    Reference Object                     Distance      Geod. Az  |
 GF0681|                                                           dddmmss.s |
 GF0681| CI0080 ARKANA RM 3                          10.248 METERS 05728     |
 GF0681| CI0078 ARKANA RM 1                           7.032 METERS 05859     |
 GF0681| CI0081 ARKANA RM 4                          15.342 METERS 14907     |
 GF0681| CI0079 ARKANA RM 2                           7.103 METERS 17151     |
 GF0681| GF0672 MATNEY LOOKOUT TOWER                APPROX. 9.2 KM 1764514.4 |
 GF0681|---------------------------------------------------------------------|
 GF0681
 GF0681                          SUPERSEDED SURVEY CONTROL
 GF0681
 GF0681  ELLIP H (09/14/99)  268.76   (m)                       GP(       ) 4 1
 GF0681  NAD 83(1986)-  36 17 20.08387(N)    092 19 17.28374(W) AD(       ) 1
 GF0681  NAD 27      -  36 17 19.84100(N)    092 19 16.72300(W) AD(       ) 2
 GF0681  NGVD 29 (11/13/90)  296.9    (m)          974.     (f) GPS OBS        
 GF0681
 GF0681.Superseded values are not recommended for survey control.
 GF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0681.See file dsdata.txt to determine how the superseded data were derived.
 GF0681
 GF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6093116207(NAD 83)
 GF0681_MARKER: DS = TRIANGULATION STATION DISK
 GF0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0681_SP_SET: CONCRETE POST
 GF0681_STAMPING: ARKANA 1953 1965
 GF0681_MARK LOGO: CGS   
 GF0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0681+STABILITY: SURFACE MOTION
 GF0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0681+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1990
 GF0681
 GF0681  HISTORY     - Date     Condition        Report By
 GF0681  HISTORY     - 1965     MONUMENTED       CGS
 GF0681  HISTORY     - 1965     GOOD             CGS
 GF0681  HISTORY     - 19900402 GOOD             NGS
 GF0681
 GF0681                          STATION DESCRIPTION
 GF0681
 GF0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0681'THE SURFACE STATION MARK WAS FOUND TO BE DISTURBED AND BOTH
 GF0681'REFERENCE MARKS HAD BEEN DESTROYED.  THE UNDERGROUND MARK WAS
 GF0681'RECOVERED IN GOOD CONDITION SO THE SURFACE MARK WAS REPLACED BY
 GF0681'PLUMBING OVER THE UNDERGROUND MARK.  THE DISK ON THE SURFACE
 GF0681'MARK WAS RESTAMPED ARKANA 1953 1965.
 GF0681'
 GF0681'THE STATION IS 49 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GF0681'38 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD LEADING EAST
 GF0681'AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 GF0681'
 GF0681'TWO NEW REFERENCE MARKS WERE SET TO REPLACE THE ONES THAT HAD BEEN
 GF0681'DESTROYED.
 GF0681'
 GF0681'R.M. NO. 3 IS NORTHEAST OF THE STATION AND 46 FEET NORTH OF THE
 GF0681'CENTER OF THE DRIVEWAY.  THE MARK PROJECTS 3 INCHES AND THE
 GF0681'DISK IS STAMPED ARKANA NO 3 1953 1965.
 GF0681'
 GF0681'R.M. NO. 4 IS SOUTHEAST OF THE STATION, 61 FEET EAST OF THE
 GF0681'CENTERLINE OF THE MAIN ROAD AND 12 FEET SOUTH OF THE CENTERLINE
 GF0681'OF THE DRIVEWAY.  THE MARK IS ABOUT FLUSH AND THE DISK IS STAMPED
 GF0681'ARKANA NO 4 1953 1965.
 GF0681'
 GF0681'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 GF0681'RECOVERY.
 GF0681
 GF0681                          STATION RECOVERY (1965)
 GF0681
 GF0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GF0681'RECOVERED IN GOOD CONDITION.
 GF0681
 GF0681                          STATION RECOVERY (1990)
 GF0681
 GF0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GF0681'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 GF0681'SEARCHED FOR.  STATION IS LOCATED ABOUT 15.6 KM (9.7 MI) EAST OF
 GF0681'GASSVILLE, 9.3 KM (5.8 MI) NORTHWEST OF NORFOLK, AND 8.0 KM (5.0 MI)
 GF0681'SOUTHEAST OF MOUNTAIN HOME.  OWNERSHIP--BAXTER COUNTY.
 GF0681'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN MOUNTAIN HOME.  GO
 GF0681'SOUTH ON U.S.HIGHWAY 62 FOR 0.11 KM (0.07 MI) TO THE JUNCTION OF
 GF0681'STATE HIGHWAY 5.  CONTINUE SOUTH AND SOUTHEASTERLY ON STATE HIGHWAY 5
 GF0681'FOR 7.97 KM (4.95 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND
 GF0681'GO SOUTHEAST ON COUNTY ROAD 62 FOR 0.71 KM (0.44 MI) TO THE STATION
 GF0681'ON THE LEFT.  JUST BEFORE REACHING A GRAVELED ROAD ON THE RIGHT WITH
 GF0681'A PIPE GATE.
 GF0681'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---ARKANA 1953
 GF0681'1965---.  SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH
 GF0681'WITH THE GROUND.  IT IS 15.9 KM (9.9 MI) NORTHEAST OF THE EXTENDED
 GF0681'CENTER OF A GRAVELED ROAD WITH A PIPE GATE, 7.7 M (25.3 FT) EAST OF
 GF0681'THE CENTER OF A GRAVELED ROAD, AND 0.5 M (1.6 FT) SOUTHEAST OF A
 GF0681'METAL WITNESS POST.
 GF0681'DESCRIBED BY E.J.HANSMANN, CHECKED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2094 ***********************************************************************
 DK2094  DESIGNATION -  ARKANSAS A AND M
 DK2094  PID         -  DK2094
 DK2094  STATE/COUNTY-  AR/DREW
 DK2094  USGS QUAD   -  MONTICELLO SOUTH (1966)
 DK2094
 DK2094                         *CURRENT SURVEY CONTROL
 DK2094  ___________________________________________________________________
 DK2094* NAD 83(1997)-  33 35 21.33486(N)    091 48 52.78113(W)     ADJUSTED  
 DK2094* NAVD 88     -        86.70   (+/-2cm)     284.4    (feet)  VERTCON   
 DK2094  ___________________________________________________________________
 DK2094  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DK2094  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DK2094
 DK2094  HORZ ORDER  -  FIRST
 DK2094  VERT ORDER  -  THIRD ? (See Below)
 DK2094
 DK2094.The horizontal coordinates were established by classical geodetic methods
 DK2094.and adjusted by the National Geodetic Survey in September 1999..
 DK2094
 DK2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2094.The vertical order pertains to the NGVD 29 superseded value.
 DK2094
 DK2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2094
 DK2094.The geoid height was determined by GEOID03.
 DK2094
 DK2094;                    North         East     Units Scale Factor Converg.
 DK2094;SPC AR S     -   502,342.809   417,203.539   MT  0.99994846   +0 06 13.4
 DK2094;SPC AR S     - 1,648,103.03  1,368,775.28   sFT  0.99994846   +0 06 13.4
 DK2094;UTM  15      - 3,717,244.921   609,990.553   MT  0.99974915   +0 39 21.0
 DK2094
 DK2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2094!SPC AR S     -   0.99999042  x   0.99994846  =   0.99993888
 DK2094!UTM  15      -   0.99999042  x   0.99974915  =   0.99973958
 DK2094
 DK2094|---------------------------------------------------------------------|
 DK2094| PID    Reference Object                     Distance      Geod. Az  |
 DK2094|                                                           dddmmss.s |
 DK2094| DK2098 MONTICELLO ARK A M COLLEGE TK       350.139 METERS 00513     |
 DK2094| DK2097 MONTICELLO ARK A M COLLEGE STK      367.132 METERS 02630     |
 DK2094| CY5177 ARKANSAS A AND M AZ MK                             0852224.6 |
 DK2094| DK2082 FOUNTAIN                            APPROX.22.8 KM 1882831.8 |
 DK2094| CY5178 ARKANSAS A AND M RM 1                              19900     |
 DK2094| DK2095 MONTICELLO ARK A M COLL OLD TK       95.845 METERS 22525     |
 DK2094| CY5179 ARKANSAS A AND M RM 2                              31009     |
 DK2094|---------------------------------------------------------------------|
 DK2094
 DK2094                          SUPERSEDED SURVEY CONTROL
 DK2094
 DK2094  NAD 83(1986)-  33 35 21.34496(N)    091 48 52.77580(W) AD(       ) 1
 DK2094  NAD 27      -  33 35 20.95300(N)    091 48 52.30400(W) AD(       ) 1
 DK2094  NGVD 29 (07/19/86)   86.80   (m)          284.8    (f) LEVELING    3  
 DK2094
 DK2094.Superseded values are not recommended for survey control.
 DK2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2094.See file dsdata.txt to determine how the superseded data were derived.
 DK2094
 DK2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0999117245(NAD 83)
 DK2094_MARKER: DS = TRIANGULATION STATION DISK
 DK2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2094
 DK2094  HISTORY     - Date     Condition        Report By
 DK2094  HISTORY     - 1939     MONUMENTED       CGS
 DK2094  HISTORY     - 1960     GOOD             CGS
 DK2094  HISTORY     - 1966     GOOD             CGS
 DK2094
 DK2094                          STATION DESCRIPTION
 DK2094
 DK2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2094'STATION IS IN DREW COUNTY ON HIGHEST GROUND OF ARKANSAS A. AND M.
 DK2094'COLLEGE, 2-1/2 MILES S OF MONTICELLO ALONG ARKANSAS 13 AND
 DK2094'0.9 MILE W ON COLLEGE ROAD.  IT IS 80 PACES SW OF WILLARD
 DK2094'HALL, 50-1/2 FEET W OF W EDGE OF N-S PAVEMENT AT INTERSECTION
 DK2094'WITH GRAVEL ROAD E, 130.9 FEET E OF SE CORNER OF TWO-STORY
 DK2094'BRICK BUILDING, 205.3 FEET SE OF NE CORNER OF PORCH ON ONE-STORY
 DK2094'BRICK BUILDING, 45 FEET N OF 36-INCH HICKORY TREE.  MARK IS
 DK2094'FLUSH WITH GROUND AND STAMPED ARKANSAS A AND M 1939.
 DK2094'
 DK2094'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2094'BRONZE DISKS SET IN CONCRETE.
 DK2094'
 DK2094'REFERENCE MARK NO. 1 IS S OF STATION IN CLUMP OF HEDGE, 72-1/2
 DK2094'FEET ESE OF SE CORNER OF PORCH ON ONE-STORY WOODEN HOUSE,
 DK2094'162 FEET E OF CENTER OF OLD WATER TANK 65 FEET HIGH, 16 FEET
 DK2094'W OF CENTER LINE OF GRAVEL ROAD, 93 FEET NNE OF SE CORNER OF
 DK2094'PORCH ON ONE-STORY WOODEN HOUSE.  MARK IS FLUSH WITH GROUND
 DK2094'AND STAMPED ARKANSAS A M NO. 1 1939.  REFERENCE MARK NO. 2
 DK2094'IS NW OF STATION, 1 FOOT N OF NE CORNER OF A WHITE WOODEN
 DK2094'GARAGE BETWEEN TWO-STORY AND 1-STORY BRICK BUILDINGS.  MARK
 DK2094'IS FLUSH WITH GROUND AND STAMPED ARKANSAS A M NO. 2 1939.
 DK2094'
 DK2094'AZIMUTH MARK IS APPROXIMATELY 0.9 MILE E OF STATION, 230-1/2
 DK2094'FEET S OF LONE STAR SERVICE STATION WHICH IS IN THE DELTA
 DK2094'BETWEEN ARKANSAS 13 AND COLLEGE ROAD, 28-1/2 FEET W OF W EDGE
 DK2094'OF PAVEMENT OF HIGHWAY 13, 34-1/2 FEET SW OF CONCRETE MONUMENT
 DK2094'1 FOOT SQUARE AND 2 FEET HIGH WITH BRASS PLATE ON E SIDE
 DK2094'LETTERED FAP 298-A, AND 28-1/2 FEET N OF FENCE CORNER N OF
 DK2094'DIRT ROAD W.  MARK PROJECTS 6 INCHES AND IS STAMPED ARKANSAS
 DK2094'A M 1939.
 DK2094'
 DK2094'A 116-FOOT TOWER CLEARS ALL LINES.
 DK2094'
 DK2094'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DK2094
 DK2094                          STATION RECOVERY (1960)
 DK2094
 DK2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 DK2094'THE STATION WAS VISITED 4-7-60 AND ALL MARKS WERE FOUND IN
 DK2094'GOOD CONDITION.  THE AZIMUTH MARK WAS RESET AT THIS DATE AT
 DK2094'THE REQUEST OF THE STATE HIGHWAY DEPARTMENT.  THE MARK WAS
 DK2094'MOVED IN LINE WITH AND TOWARD THE STATION.  A NEW DESCRIPTION
 DK2094'FOLLOWS--
 DK2094'
 DK2094'THE STATION IS LOCATED 2.5 MILES SOUTH-SOUTHWEST OF MONTICELLO
 DK2094'AND 0.9 MILE WEST OF STATE HIGHWAY 81 ON THE HIGHEST GROUND
 DK2094'OF THE ARKANSAS A AND M COLLEGE CAMPUS AND AT THE WEST EDGE
 DK2094'OF THE CAMPUS.  IT IS 240 FEET SOUTHWEST OF THE SOUTHWEST
 DK2094'CORNER OF WILLARD HALL, 59 FEET WEST OF A NORTH-SOUTH ROAD, 13
 DK2094'FEET SOUTH OF THE PROJECTED CENTERLINE OF THE STREET LEADING
 DK2094'TO THE STATION ALONG THE SOUTH SIDE OF WILLARD HALL, 130 FEET
 DK2094'EAST OF THE SOUTHEAST CORNER OF A TWO STORY BRICK BUILDING,
 DK2094'91 FEET SOUTH OF THE DRIVEWAY TO THE TWO STORY BUILDING, 2
 DK2094'FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 DK2094'SAME BUILDING, 154 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DK2094'CORNER OF A LARGE BRICK BUILDING WITH A FRAME SECOND STORY.
 DK2094'IT IS A STANDARD DISK, STAMPED ARKANSAS A AND M 1939,
 DK2094'FLUSH WITH THE GROUND.
 DK2094'
 DK2094'REFERENCE MARK NO. 1 IS 203.95 FEET SOUTH-SOUTHWEST OF THE
 DK2094'STATION, UNDER A LARGE BUSH, 121 FEET SOUTH OF THE CENTER
 DK2094'OF THE CONCRETE DRIVE TO THE BRICK BUILDING WITH THE FRAME
 DK2094'SECOND STORY, 64 FEET EAST OF THE SOUTHEAST CORNER OF THE
 DK2094'HOUSE, 20 FEET SOUTH OF A 12-INCH PECAN TREE, 16 FEET SOUTH
 DK2094'OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE MENTIONED
 DK2094'ABOVE.  IT IS A STANDARD DISK, STAMPED ARKANSAS A AND M NO
 DK2094'1 1939, ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DK2094'
 DK2094'REFERENCE MARK NO. 2 IS 195.49 FEET NORTHWEST OF THE STATION,
 DK2094'1 FOOT NORTH OF THE NORTHEAST CORNER OF A WHITE DOUBLE GARAGE
 DK2094'BETWEEN A ONE STORY BRICK HOUSE AND A TWO STORY BRICK HOUSE,
 DK2094'29 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ONE STORY
 DK2094'HOUSE, 69 FEET NORTH OF THE NORTHWEST CORNER OF THE TWO STORY
 DK2094'BRICK HOUSE, AND 5.5 FEET WEST OF THE PROJECTED PLANE OF THE
 DK2094'WEST WALL OF THE ONE STORY BRICK HOUSE.  IT IS A STANDARD
 DK2094'DISK, STAMPED ARKANSAS A AND M NO 2 1939, 6 INCHES BELOW THE
 DK2094'SURFACE OF THE GROUND.
 DK2094'
 DK2094'THE AZIMUTH MARK IS 0.9 MILE EAST OF THE STATION IN THE SOUTHWEST
 DK2094'ANGLE OF THE JUNCTION OF STATE HIGHWAY 81 AND COLLEGE ROAD,
 DK2094'228 FEET SOUTH OF THE CENTER OF COLLEGE ROAD, 60 FEET WEST OF
 DK2094'THE CENTER OF STATE HIGHWAY 81, 74 FEET NORTH OF THE CENTER OF
 DK2094'A PRIVATE ROAD AND CATTLE GUARD, 1 FOOT EAST OF A FENCE LINE,
 DK2094'AND 2 FEET WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 DK2094'STAMPED ARKANSAS A AND M 1939 RESET 1960, PROJECTING 6 INCHES.
 DK2094'
 DK2094'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN MONTICELLO
 DK2094'GO SOUTH ONSTATE HIGHWAY 81 FOR 2.6 MILE TO THE JUNCTION WITH
 DK2094'COLLEGE ROAD AND THE AZIMUTH MARK, TURN RIGHT AND GO WEST
 DK2094'FOR 0.9 MILE TO THE WILLARD HALL ON THE RIGHT AND THE STATION.
 DK2094
 DK2094                          STATION RECOVERY (1966)
 DK2094
 DK2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 DK2094'THE STATION WAS VISITED AND THE STATION MARK, AND REFERENCE
 DK2094'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION VERY NEARLY AS
 DK2094'DESCRIBED IN 1939.  THE AZIMUTH MARK WAS FOUND, HOWEVER IT
 DK2094'HAD EVIDENTLY BEEN RESET IN 1960 BUT NO NOTE OF THAT MOVEMENT
 DK2094'WAS AVAILABLE TO THIS PARTY.  IT IS IN GOOD CONDITION.  THE
 DK2094'DESCRIPTION OF HOW TO REACH THE STATION AND OF THE STATION
 DK2094'MARK IS ADEQUATE.  THE FOLLOWING WILL BE USEFUL IN MAKING THE
 DK2094'RECOVERY OF THE REFERENCE MARKS AND AZIMUTH MARK.
 DK2094'
 DK2094'REFERENCE MARK 1 IS 116.8 FEET SOUTH OF THE SOUTH EDGE OF A
 DK2094'CONCRETE DRIVEWAY, 65.6 FEET EAST OF THE SOUTHEAST CORNER OF
 DK2094'A 2 STORY HOUSE (LOWER STORY BRICK, UPPER STORY WOOD SIDING)
 DK2094'AND 20.3 FEETS OF THE CENTER OF THE SOUTH ONE OF 5 TREES IN
 DK2094'A CURVING NORTH-SOUTH LINE, IN A THICK CLUMP OF HEDGE, FLUSH
 DK2094'WITH THE GROUND.
 DK2094'
 DK2094'REFERENCE MARK 2 IS 43.3 FEET NORTH OF A POST AT THE NORTHWEST
 DK2094'CORNER OF A CAR PORT ON THE NORTH SIDE OF A 2-STORY BRICK
 DK2094'HOUSE, 31.1 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DK2094'A 1-STORY BRICK HOUSE, 1 FOOT NORTH OF THE NORTHEAST CORNER
 DK2094'OF A GARAGE BETWEEN THE HOUSES AND 5 INCHES BELOW THE SURFACE
 DK2094'OF THE GROUND.
 DK2094'
 DK2094'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ARKANSAS A AND M
 DK2094'1939 RESET 1960, SET IN THE TOP OF A ROUND CONCRETE POST THAT
 DK2094'PROJECTS 3 INCHES.  IT IS ABOUT 75 YARDS SOUTH OF THE CENTERLINE
 DK2094'OF STATE HIGHWAY 83, 65.6 FEET NORTH OF A NORTH GATE POST,
 DK2094'61 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 81, 51.8 FEET
 DK2094'NORTHWEST OF A MAILBOX, 1.7 FEET NORTHWEST OF A WITNESS POST
 DK2094'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 DK2094'
 DK2094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DK2094'SOUTH-SOUTHWEST OF MONTICELLO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1998 ***********************************************************************
 DK1998  DESIGNATION -  ARKANSAS CITY MAG RESET
 DK1998  PID         -  DK1998
 DK1998  STATE/COUNTY-  AR/DESHA
 DK1998  USGS QUAD   -  ARKANSAS CITY (1972)
 DK1998
 DK1998                         *CURRENT SURVEY CONTROL
 DK1998  ___________________________________________________________________
 DK1998* NAD 83(1997)-  33 36 36.35362(N)    091 12 07.61574(W)     ADJUSTED  
 DK1998* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 DK1998  ___________________________________________________________________
 DK1998  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DK1998  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK1998
 DK1998  HORZ ORDER  -  FIRST
 DK1998
 DK1998.The horizontal coordinates were established by classical geodetic methods
 DK1998.and adjusted by the National Geodetic Survey in September 1999..
 DK1998
 DK1998.The orthometric height was scaled from a topographic map.
 DK1998
 DK1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1998
 DK1998.The geoid height was determined by GEOID03.
 DK1998
 DK1998;                    North         East     Units Scale Factor Converg.
 DK1998;SPC AR S     -   504,926.974   474,042.695   MT  0.99994572   +0 26 47.6
 DK1998;SPC AR S     - 1,656,581.25  1,555,255.08   sFT  0.99994572   +0 26 47.6
 DK1998;UTM  15      - 3,720,374.680   666,796.146   MT  0.99994299   +0 59 43.5
 DK1998
 DK1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1998!SPC AR S     -   0.99999758  x   0.99994572  =   0.99994330
 DK1998!UTM  15      -   0.99999758  x   0.99994299  =   0.99994057
 DK1998
 DK1998:                Primary Azimuth Mark                     Grid Az
 DK1998:SPC AR S     -  ARKANSAS CITY MAG AZ MK                  049 19 57.0
 DK1998:UTM  15      -  ARKANSAS CITY MAG AZ MK                  048 47 01.1
 DK1998
 DK1998|---------------------------------------------------------------------|
 DK1998| PID    Reference Object                     Distance      Geod. Az  |
 DK1998|                                                           dddmmss.s |
 DK1998| CY5180 ARKANSAS CITY MAG AZ MK                            0494644.6 |
 DK1998| DK1994 SCOTT LAKE VISTA WATER TANK         APPROX.12.8 KM 0895430.4 |
 DK1998| DK1995 SCOTT DELTA PINE LANDS LGE TK       APPROX.11.8 KM 0994627.8 |
 DK1998| DK1993 SCOTT DELTA PINE LANDS SM TK        APPROX.11.9 KM 0994827.3 |
 DK1998| DK1997 ARKANSAS CITY MUNICIPAL TANK        APPROX. 1.0 KM 1242847.1 |
 DK1998| CY5181 ARKANSAS CITY MAG RM 1               37.000 METERS 12512     |
 DK1998| CY5182 ARKANSAS CITY MAG RM 2               46.421 METERS 26137     |
 DK1998|---------------------------------------------------------------------|
 DK1998
 DK1998                          SUPERSEDED SURVEY CONTROL
 DK1998
 DK1998  NAD 83(1997)-  33 36 36.35522(N)    091 12 07.61214(W) AD(       ) 1
 DK1998  NAD 83(1986)-  33 36 36.36233(N)    091 12 07.61157(W) AD(       ) 1
 DK1998  NAD 27      -  33 36 35.95900(N)    091 12 07.20400(W) AD(       ) 1
 DK1998
 DK1998.Superseded values are not recommended for survey control.
 DK1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1998.See file dsdata.txt to determine how the superseded data were derived.
 DK1998
 DK1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6679620375(NAD 83)
 DK1998_MARKER: DM = MAGNETIC STATION DISK
 DK1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1998
 DK1998  HISTORY     - Date     Condition        Report By
 DK1998  HISTORY     - 1939     MONUMENTED       CGS
 DK1998  HISTORY     - 1939     SEE DESCRIPTION  CGS
 DK1998  HISTORY     - 19720423 MARK NOT FOUND   USGS
 DK1998
 DK1998                          STATION DESCRIPTION
 DK1998
 DK1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1998'STATION MARK A STANDARD MAGNETIC DISK SET IN 6- BY 6- BY 30-INCH
 DK1998'CONCRETE POST.  WAS RECOVERED IN POOR CONDITION.  THE MARK WAS
 DK1998'LEANING, HOWEVER THE CENTER OF MARK WAS HELD AND THE MARK TAKEN
 DK1998'OUT AND UNDERGROUND MARK SET.  MARK WAS THEN REPLACED IN VERTICAL
 DK1998'POSITION AND REINFORCED WITH CONCRETE AND THE DISK STAMPED
 DK1998'ARKANSAS CITY MAG. 1939.
 DK1998'
 DK1998'TWO NEW REFERENCE MARKS STAMPED ARKANSAS CITY
 DK1998'MAG. 1939, AND A NEW AZIMUTH MARK, STAMPED
 DK1998'ARKANSAS CITY MAG. 1939 WERE SET.
 DK1998'
 DK1998'STATION IS IN THE NE CORNER OF THE DESHA COUNTY COURTHOUSE
 DK1998'GROUNDS, 80 FEET SW OF NE CORNERPOST OF THE FENCE LINE AROUND
 DK1998'COURTHOUSE LOT, 51 FEET NW OF SMALL TREE AT EDGE OF SIDEWALK, AND
 DK1998'45 FEET AT RIGHT ANGLE TO SIDEWALK EDGE.
 DK1998'
 DK1998'REFERENCE MARK NO. 1 IS SE OF STATION IN N-S FENCE LINE AT EDGE OF
 DK1998'SIDEWALK, 13.5 FEET NE OF MAPLE TREE.  MARK PROJECTS 6 INCHES,
 DK1998'STAMPED ARKANSAS CITY MAG. 1939.  REFERENCE MARK NO. 2 IS W OF
 DK1998'STATION IN E-W FENCE LINE, 61 FEET N OF MAPLE TREE, 38.0 FEET S OF
 DK1998'CENTER LINE OF ROAD.  MARK PROJECTS 6 INCHES.
 DK1998'
 DK1998'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 254.5 FEET.
 DK1998'
 DK1998'AZIMUTH MARK IS NE OF STATION ON TOP OF LEVEE, 8 FEET W OF
 DK1998'CENTER LINE OF LEVEE, RUNNING APPROXIMATELY N-S.  REACHED FROM
 DK1998'STATION BY DRIVING S 0.1 MILE, TURN LEFT, E, AND GO 0.45 MILE TO
 DK1998'TOP OF LEVEE, GO N ON TOP OF LEVEE 0.25 MILE TO MARK.  PROJECTS
 DK1998'6 INCHES.
 DK1998'
 DK1998'LINES TO SCOTT 1929 NEED 126-FOOT TOWER.
 DK1998'
 DK1998'LINES TO POLK 1929 NEED 126-FOOT TOWER.
 DK1998'
 DK1998'LINES TO DERMOTT 1929 NEED 126-FOOT TOWER.
 DK1998'
 DK1998'LINES TO WOLFF 1929 NEED 126-FOOT TOWER.
 DK1998'
 DK1998'LINES TO WINN 1929 NEED 140-FOOT TOWER.
 DK1998
 DK1998                          STATION RECOVERY (1972)
 DK1998
 DK1998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (TGL)
 DK1998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1997 ***********************************************************************
 DK1997  DESIGNATION -  ARKANSAS CITY MUNICIPAL TANK
 DK1997  PID         -  DK1997
 DK1997  STATE/COUNTY-  AR/DESHA
 DK1997  USGS QUAD   -  ARKANSAS CITY (1972)
 DK1997
 DK1997                         *CURRENT SURVEY CONTROL
 DK1997  ___________________________________________________________________
 DK1997* NAD 83(1997)-  33 36 17.93989(N)    091 11 35.57484(W)     ADJUSTED  
 DK1997* NAVD 88     -                                                        
 DK1997  ___________________________________________________________________
 DK1997  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DK1997  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK1997
 DK1997  HORZ ORDER  -  THIRD
 DK1997
 DK1997.The horizontal coordinates were established by classical geodetic methods
 DK1997.and adjusted by the National Geodetic Survey in September 1999..
 DK1997
 DK1997
 DK1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1997
 DK1997.The geoid height was determined by GEOID03.
 DK1997
 DK1997;                    North         East     Units Scale Factor Converg.
 DK1997;SPC AR S     -   504,366.172   474,873.081   MT  0.99994638   +0 27 05.6
 DK1997;SPC AR S     - 1,654,741.35  1,557,979.43   sFT  0.99994638   +0 27 05.6
 DK1997;SPC MS W     -   455,466.067   620,196.993   MT  1.00002848   -0 28 33.4
 DK1997;SPC MS W     - 1,494,308.25  2,034,762.97   sFT  1.00002848   -0 28 33.4
 DK1997;UTM  15      - 3,719,821.857   667,631.864   MT  0.99994644   +1 00 00.8
 DK1997
 DK1997                          SUPERSEDED SURVEY CONTROL
 DK1997
 DK1997  NAD 83(1997)-  33 36 17.94151(N)    091 11 35.57165(W) AD(       ) 4
 DK1997  NAD 83(1986)-  33 36 17.94853(N)    091 11 35.57044(W) AD(       ) 4
 DK1997  NAD 27      -  33 36 17.55000(N)    091 11 35.17000(W) AD(       ) 3
 DK1997
 DK1997.Superseded values are not recommended for survey control.
 DK1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1997.See file dsdata.txt to determine how the superseded data were derived.
 DK1997
 DK1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6763219822(NAD 83)
 DK1997_MARKER: 51 = TANK
 DK1997
 DK1997  HISTORY     - Date     Condition        Report By
 DK1997  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1997
 DK1997                          STATION DESCRIPTION
 DK1997
 DK1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK1997'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 DK1997'TANK OF ARKANSAS CITY, A STEEL STRUCTURE PAINTED SILVER
 DK1997'APPROXIMATELY 90 FEET HIGH, AND LOCATED AT THE NE EDGE OF
 DK1997'TOWN, 0.3 MILE E OF TRIANGULATION STATION ARKANSAS CITY MAG.
 DK1997'
 DK1997'OBSERVED UPON FROM TRIANGULATION STATIONS WOLFF AND ARKANSAS
 DK1997'CITY MAG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1781 ***********************************************************************
 EJ1781  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 72
 EJ1781  PID         -  EJ1781
 EJ1781  STATE/COUNTY-  AR/JEFFERSON
 EJ1781  USGS QUAD   -  HARDIN (1984)
 EJ1781
 EJ1781                         *CURRENT SURVEY CONTROL
 EJ1781  ___________________________________________________________________
 EJ1781* NAD 83(1997)-  34 21 27.93838(N)    092 11 51.75576(W)     ADJUSTED  
 EJ1781* NAVD 88     -                                                        
 EJ1781  ___________________________________________________________________
 EJ1781  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EJ1781  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ1781
 EJ1781  HORZ ORDER  -  THIRD
 EJ1781
 EJ1781.The horizontal coordinates were established by classical geodetic methods
 EJ1781.and adjusted by the National Geodetic Survey in September 1999..
 EJ1781
 EJ1781
 EJ1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1781
 EJ1781.The geoid height was determined by GEOID03.
 EJ1781
 EJ1781;                    North         East     Units Scale Factor Converg.
 EJ1781;SPC AR S     -   587,582.132   381,812.745   MT  0.99993434   -0 06 38.4
 EJ1781;SPC AR S     - 1,927,759.04  1,252,663.98   sFT  0.99993434   -0 06 38.4
 EJ1781;UTM  15      - 3,802,116.456   573,778.581   MT  0.99966709   +0 27 10.1
 EJ1781
 EJ1781                          SUPERSEDED SURVEY CONTROL
 EJ1781
 EJ1781  NAD 83(1986)-  34 21 27.94773(N)    092 11 51.74779(W) AD(       ) 4
 EJ1781  NAD 27      -  34 21 27.60179(N)    092 11 51.21695(W) AD(       ) 3
 EJ1781
 EJ1781.Superseded values are not recommended for survey control.
 EJ1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1781.See file dsdata.txt to determine how the superseded data were derived.
 EJ1781
 EJ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7377902116(NAD 83)
 EJ1781_MARKER: 57 = LOOKOUT TOWER
 EJ1781
 EJ1781  HISTORY     - Date     Condition        Report By
 EJ1781  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1781
 EJ1781                          STATION DESCRIPTION
 EJ1781
 EJ1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1781'THE STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS
 EJ1781'A 4 LEG STEEL STRUCTURE WITH AND ENCLOSED OBSERVING ROOM AT
 EJ1781'THE TOP.  THE TOWER IS UNPAINTED AND HAS AN OVERALL HEIGHT
 EJ1781'OF ABOUT 120 FEET.  OWNED AND OPERATED BY THE ARKANSAS FORESTRY
 EJ1781'COMMISSION.
 EJ1781'
 EJ1781'ABOUT 11 MILES NORTHEAST OF SHERIDAN, 2 MILES SOUTHWEST OF
 EJ1781'JEFFERSON AND 12 MILES NORTHWEST OF PINE BLUFF.
 EJ1781'
 EJ1781'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 270 AND 167 IN
 EJ1781'SHERIDAN, GO EAST ON U.S. HIGHWAY 270 FOR 7.85 MILES TO A
 EJ1781'GRAVELED CROSSROAD.  TURN LEFT AND GO NORTHEAST ON THE GRAVELED
 EJ1781'ROAD FOR 2.6 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND
 EJ1781'GO EAST ON ( JUNET ROAD ( FOR 2.65 MILES TO A SIDE ROAD LEFT
 EJ1781'AND A SIGN TOWER 72.  TURN LEFT ON THE GRAVELED ROAD AND GO
 EJ1781'NORTH FOR 0.7 MILE TO THE TOWER ON THE LEFT.
 EJ1781'
 EJ1781'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1781'JUNET 1964 AND THE DISTANCE IS 72.9 FEET, 22.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1802 ***********************************************************************
 EJ1802  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 76
 EJ1802  PID         -  EJ1802
 EJ1802  STATE/COUNTY-  AR/CLEVELAND
 EJ1802  USGS QUAD   -  FAITH (1984)
 EJ1802
 EJ1802                         *CURRENT SURVEY CONTROL
 EJ1802  ___________________________________________________________________
 EJ1802* NAD 83(1997)-  34 01 17.20712(N)    092 02 28.37518(W)     ADJUSTED  
 EJ1802* NAVD 88     -                                                        
 EJ1802  ___________________________________________________________________
 EJ1802  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 EJ1802  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 EJ1802
 EJ1802  HORZ ORDER  -  THIRD
 EJ1802
 EJ1802.The horizontal coordinates were established by classical geodetic methods
 EJ1802.and adjusted by the National Geodetic Survey in September 1999..
 EJ1802
 EJ1802
 EJ1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1802
 EJ1802.The geoid height was determined by GEOID03.
 EJ1802
 EJ1802;                    North         East     Units Scale Factor Converg.
 EJ1802;SPC AR S     -   550,262.256   396,193.598   MT  0.99991850   -0 01 23.0
 EJ1802;SPC AR S     - 1,805,318.75  1,299,845.16   sFT  0.99991850   -0 01 23.0
 EJ1802;UTM  15      - 3,764,948.339   588,520.986   MT  0.99969659   +0 32 11.3
 EJ1802
 EJ1802                          SUPERSEDED SURVEY CONTROL
 EJ1802
 EJ1802  NAD 83(1986)-  34 01 17.21684(N)    092 02 28.36820(W) AD(       ) 4
 EJ1802  NAD 27      -  34 01 16.85781(N)    092 02 27.86291(W) AD(       ) 3
 EJ1802
 EJ1802.Superseded values are not recommended for survey control.
 EJ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1802.See file dsdata.txt to determine how the superseded data were derived.
 EJ1802
 EJ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8852164948(NAD 83)
 EJ1802_MARKER: 57 = LOOKOUT TOWER
 EJ1802_SETTING: 0 = UNSPECIFIED SETTING
 EJ1802
 EJ1802  HISTORY     - Date     Condition        Report By
 EJ1802  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1802
 EJ1802                          STATION DESCRIPTION
 EJ1802
 EJ1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1802'THE STATION IS THE CENTER OF THE TOP OF TOWER, LOCATED ABOUT
 EJ1802'14 MILES SOUTH OF PINE BLUFF, 3 MILES SOUTH OF THE
 EJ1802'JEFFERSON-CLEVELAND COUNTY LINE.  IT IS A FOUR LEGGED SELF
 EJ1802'SUPPORTED WOOD STRUCTURE WITH A METAL OBSERVATION ROOM AT
 EJ1802'THE TOP AND THE OVERALL HEIGHT IS ABOUT 110 FEET.
 EJ1802'
 EJ1802'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 15 AND U.S.
 EJ1802'HIGHWAY 65 AT FIFTH AND MAIN STREETS IN PINE BLUFF, GO
 EJ1802'SOUTHERLY ON HIGHWAY 15 FOR 10.05 MILES TO THE JUNCTION WITH
 EJ1802'STATE HIGHWAY 54.  CONTINUE SOUTHWEST AND SOUTH ON HIGHWAY
 EJ1802'15 FOR 3.15 MILES TO THE JEFFERSON-CLEVELAND COUNTY LINE.
 EJ1802'CONTINUE SOUTH ON HIGHWAY 15 FOR 3.1 MILE TO THE LOOKOUT TOWER
 EJ1802'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1807 ***********************************************************************
 EJ1807  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 73
 EJ1807  PID         -  EJ1807
 EJ1807  STATE/COUNTY-  AR/JEFFERSON
 EJ1807  USGS QUAD   -  PINE BLUFF NW (1984)
 EJ1807
 EJ1807                         *CURRENT SURVEY CONTROL
 EJ1807  ___________________________________________________________________
 EJ1807* NAD 83(1997)-  34 11 53.87421(N)    092 09 07.59907(W)     ADJUSTED  
 EJ1807* NAVD 88     -                                                        
 EJ1807  ___________________________________________________________________
 EJ1807  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 EJ1807  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EJ1807
 EJ1807  HORZ ORDER  -  THIRD
 EJ1807
 EJ1807.The horizontal coordinates were established by classical geodetic methods
 EJ1807.and adjusted by the National Geodetic Survey in September 1999..
 EJ1807
 EJ1807
 EJ1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1807
 EJ1807.The geoid height was determined by GEOID03.
 EJ1807
 EJ1807;                    North         East     Units Scale Factor Converg.
 EJ1807;SPC AR S     -   569,887.524   385,981.101   MT  0.99992254   -0 05 06.5
 EJ1807;SPC AR S     - 1,869,705.98  1,266,339.66   sFT  0.99992254   -0 05 06.5
 EJ1807;UTM  15      - 3,784,468.162   578,119.368   MT  0.99967522   +0 28 35.7
 EJ1807
 EJ1807                          SUPERSEDED SURVEY CONTROL
 EJ1807
 EJ1807  NAD 83(1986)-  34 11 53.88406(N)    092 09 07.59178(W) AD(       ) 4
 EJ1807  NAD 27      -  34 11 53.53019(N)    092 09 07.06711(W) AD(       ) 3
 EJ1807
 EJ1807.Superseded values are not recommended for survey control.
 EJ1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1807.See file dsdata.txt to determine how the superseded data were derived.
 EJ1807
 EJ1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7811984468(NAD 83)
 EJ1807_MARKER: 57 = LOOKOUT TOWER
 EJ1807
 EJ1807  HISTORY     - Date     Condition        Report By
 EJ1807  HISTORY     - 1939     FIRST OBSERVED   CGS
 EJ1807  HISTORY     - 1964     GOOD             CGS
 EJ1807
 EJ1807                          STATION DESCRIPTION
 EJ1807
 EJ1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1807'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 EJ1807'DESCRIPTION FOLLOWS AS NONE WAS WRITTEN PREVIOUSLY.
 EJ1807'
 EJ1807'THE STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS
 EJ1807'A FOUR LEGGED STEEL STRUCTURE WITH AN ENCLOSED OBSERVATION
 EJ1807'CABIN AT THE TOP, PAINTED GREY AND THE OVERALL HEIGHT IS
 EJ1807'110 FEET.  IT IS LOCATED ABOUT 2 MILES NORTHWEST OF SULPHUR
 EJ1807'SPRINGS, 9 MILES WEST-SOUTHWEST OF PINE BLUFF, IN THE
 EJ1807'SOUTHEAST 1/4 OF SECTION 18, T 6 S, R 10 W. AND OWNED AND
 EJ1807'OPERATED BY THE ARKANSAS FORESTRY COMMISSION.
 EJ1807'
 EJ1807'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND 79 IN THE
 EJ1807'WESTERN SECTION OF PINE BLUFF, GO SOUTH-SOUTHWEST ON HIGHWAY
 EJ1807'79 FOR 2.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 EJ1807'WESTERLY ON A PAVED ROAD FOR 3.6 MILES TO A ROAD FORK IN
 EJ1807'SULPHUR SPRINGS.  TAKE THE RIGHT AND GO NORTHWESTERLY ON
 EJ1807'PAVED ROAD FOR 1.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 EJ1807'AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.75 MILE TO A GRAVELED
 EJ1807'DRIVEWAY LEFT.  TURN LEFT AND GO NORTHWEST ON THE DRIVEWAY
 EJ1807'200 FEET TO THE TOWER.
 EJ1807'
 EJ1807'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1807'SULPHUR THE DISTANCE BEING 61.6 FEET AND 18.78 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1809 ***********************************************************************
 EJ1809  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 77
 EJ1809  PID         -  EJ1809
 EJ1809  STATE/COUNTY-  AR/CLEVELAND
 EJ1809  USGS QUAD   -  STAVES (1984)
 EJ1809
 EJ1809                         *CURRENT SURVEY CONTROL
 EJ1809  ___________________________________________________________________
 EJ1809* NAD 83(1997)-  34 02 21.12882(N)    092 15 42.57746(W)     ADJUSTED  
 EJ1809* NAVD 88     -                                                        
 EJ1809  ___________________________________________________________________
 EJ1809  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 EJ1809  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EJ1809
 EJ1809  HORZ ORDER  -  THIRD
 EJ1809
 EJ1809.The horizontal coordinates were established by classical geodetic methods
 EJ1809.and adjusted by the National Geodetic Survey in September 1999..
 EJ1809
 EJ1809
 EJ1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1809
 EJ1809.The geoid height was determined by GEOID03.
 EJ1809
 EJ1809;                    North         East     Units Scale Factor Converg.
 EJ1809;SPC AR S     -   552,261.796   375,824.277   MT  0.99991847   -0 08 47.6
 EJ1809;SPC AR S     - 1,811,878.91  1,233,016.82   sFT  0.99991847   -0 08 47.6
 EJ1809;UTM  15      - 3,766,748.385   568,138.048   MT  0.99965723   +0 24 47.6
 EJ1809
 EJ1809                          SUPERSEDED SURVEY CONTROL
 EJ1809
 EJ1809  NAD 83(1986)-  34 02 21.13890(N)    092 15 42.56979(W) AD(       ) 4
 EJ1809  NAD 27      -  34 02 20.77847(N)    092 15 42.03489(W) AD(       ) 3
 EJ1809
 EJ1809.Superseded values are not recommended for survey control.
 EJ1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1809.See file dsdata.txt to determine how the superseded data were derived.
 EJ1809
 EJ1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6813866748(NAD 83)
 EJ1809_MARKER: 57 = LOOKOUT TOWER
 EJ1809
 EJ1809  HISTORY     - Date     Condition        Report By
 EJ1809  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1809
 EJ1809                          STATION DESCRIPTION
 EJ1809
 EJ1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1809'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4
 EJ1809'LEG STEEL STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT THE
 EJ1809'TOP.  THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 110 FEET.
 EJ1809'OWNED AND OPERATED BY THE ARKANSAS FORESTRY COMMISSION.
 EJ1809'
 EJ1809'ABOUT 18 MILES NORTHEAST OF FORDYCE, 7 MILES NORTHWEST OF
 EJ1809'RISEN, NEAR THE CENTER OF SEC. 7, T-8-S, R-11-W.
 EJ1809'
 EJ1809'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 212, GO
 EJ1809'EAST ON HIGHWAY 212 FOR 0.9 MILE TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1814 ***********************************************************************
 EJ1814  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 75
 EJ1814  PID         -  EJ1814
 EJ1814  STATE/COUNTY-  AR/GRANT
 EJ1814  USGS QUAD   -  MILLERVILLE (1984)
 EJ1814
 EJ1814                         *CURRENT SURVEY CONTROL
 EJ1814  ___________________________________________________________________
 EJ1814* NAD 83(1997)-  34 14 16.87111(N)    092 24 13.37001(W)     ADJUSTED  
 EJ1814* NAVD 88     -                                                        
 EJ1814  ___________________________________________________________________
 EJ1814  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 EJ1814  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EJ1814
 EJ1814  HORZ ORDER  -  THIRD
 EJ1814
 EJ1814.The horizontal coordinates were established by classical geodetic methods
 EJ1814.and adjusted by the National Geodetic Survey in September 1999..
 EJ1814
 EJ1814
 EJ1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1814
 EJ1814.The geoid height was determined by GEOID03.
 EJ1814
 EJ1814;                    North         East     Units Scale Factor Converg.
 EJ1814;SPC AR S     -   574,356.249   362,810.222   MT  0.99992476   -0 13 33.4
 EJ1814;SPC AR S     - 1,884,367.13  1,190,319.87   sFT  0.99992476   -0 13 33.4
 EJ1814;UTM  15      - 3,788,708.417   554,912.035   MT  0.99963717   +0 20 07.8
 EJ1814
 EJ1814                          SUPERSEDED SURVEY CONTROL
 EJ1814
 EJ1814  NAD 83(1986)-  34 14 16.88126(N)    092 24 13.36119(W) AD(       ) 4
 EJ1814  NAD 27      -  34 14 16.53202(N)    092 24 12.80642(W) AD(       ) 3
 EJ1814
 EJ1814.Superseded values are not recommended for survey control.
 EJ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1814.See file dsdata.txt to determine how the superseded data were derived.
 EJ1814
 EJ1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5491288708(NAD 83)
 EJ1814_MARKER: 57 = LOOKOUT TOWER
 EJ1814
 EJ1814  HISTORY     - Date     Condition        Report By
 EJ1814  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1814
 EJ1814                          STATION DESCRIPTION
 EJ1814
 EJ1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1814'THE STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS A 4
 EJ1814'LEG, GALVANIZED STEEL STRUCTURE WITH AND OBSERVING ROOM AT THE
 EJ1814'TOP.  THE ENTIRE STRUCTURE IS UNPAINTED AND HAS AN OVERALL
 EJ1814'HEIGHT OF ABOUT 120 FEET.
 EJ1814'
 EJ1814'ABOUT 5 MILES SOUTH OF SHERIDAN AND IS OWNED AND OPERATED BY
 EJ1814'THE ARKANSAS FORESTRY COMMISSION.
 EJ1814'
 EJ1814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270
 EJ1814'AND 167 IN SHERIDAN, GO SOUTH ON HIGHWAY 167 FOR 5.1 MILE
 EJ1814'TO THE TOWER ON THE LEFT.
 EJ1814'
 EJ1814'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1814'GRANT AND THE DISTANCE IS 58.5 FEET, 17.83 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1817 ***********************************************************************
 EJ1817  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 71
 EJ1817  PID         -  EJ1817
 EJ1817  STATE/COUNTY-  AR/GRANT
 EJ1817  USGS QUAD   -  CANE CREEK (1984)
 EJ1817
 EJ1817                         *CURRENT SURVEY CONTROL
 EJ1817  ___________________________________________________________________
 EJ1817* NAD 83(1997)-  34 29 01.55159(N)    092 21 04.55165(W)     ADJUSTED  
 EJ1817* NAVD 88     -                                                        
 EJ1817  ___________________________________________________________________
 EJ1817  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 EJ1817  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EJ1817
 EJ1817  HORZ ORDER  -  THIRD
 EJ1817
 EJ1817.The horizontal coordinates were established by classical geodetic methods
 EJ1817.and adjusted by the National Geodetic Survey in September 1999..
 EJ1817
 EJ1817
 EJ1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1817
 EJ1817.The geoid height was determined by GEOID03.
 EJ1817
 EJ1817;                    North         East     Units Scale Factor Converg.
 EJ1817;SPC AR S     -   601,596.692   367,735.341   MT  0.99994914   -0 11 47.8
 EJ1817;SPC AR S     - 1,973,738.48  1,206,478.36   sFT  0.99994914   -0 11 47.8
 EJ1817;UTM  15      - 3,815,987.861   559,568.042   MT  0.99964374   +0 22 02.3
 EJ1817
 EJ1817                          SUPERSEDED SURVEY CONTROL
 EJ1817
 EJ1817  NAD 83(1986)-  34 29 01.56181(N)    092 21 04.54285(W) AD(       ) 4
 EJ1817  NAD 27      -  34 29 01.22132(N)    092 21 03.98947(W) AD(       ) 3
 EJ1817
 EJ1817.Superseded values are not recommended for survey control.
 EJ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1817.See file dsdata.txt to determine how the superseded data were derived.
 EJ1817
 EJ1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5956815988(NAD 83)
 EJ1817_MARKER: 57 = LOOKOUT TOWER
 EJ1817
 EJ1817  HISTORY     - Date     Condition        Report By
 EJ1817  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1817
 EJ1817                          STATION DESCRIPTION
 EJ1817
 EJ1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1817'THE STATION IS THE CENTER OF THE BASE OF THE TOWER.  LOCATED
 EJ1817'ABOUT 12-1/2 MILES NORTH AND 3 MILES EAST OF SHERIDAN, 0.2
 EJ1817'MILE WEST OF U.S. HIGHWAY 167, IN SIMPSON TOWNSHIP, IN THE
 EJ1817'SOUTHWEST 1/4 OF SECTION 6, T S, R 12 W. AND ON STATE PROPERTY.
 EJ1817'IT IS A FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE WITH AN
 EJ1817'INCLOSED OBSERVATION ROOM AT ITS TOP.  ITS OVERALL HEIGHT IS
 EJ1817'ABOUT 125 FEET.
 EJ1817'
 EJ1817'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 167 AND 270 IN
 EJ1817'SHERIDAN, GO NORTH ON HIGHWAY 167 FOR 8.6 MILES TO A CONCRETE
 EJ1817'BRIDGE ACROSS HURRICANE CREEK.  CONTINUE NORTH ON HIGHWAY
 EJ1817'167 FOR 3.9 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 EJ1817'A GRAVELED ROAD FOR 0.2 MILES TO A CROSSROAD (OLD HIGHWAY 167).
 EJ1817'TURN RIGHT AND GO NORTH ON THE OLD HIGHWAY FOR 0.05 TO THE TOWER
 EJ1817'ON THE RIGHT.
 EJ1817'
 EJ1817'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1817'SIMPSON THE DISTANCE BEING 60.1 FEET AND 18.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1829 ***********************************************************************
 EJ1829  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 74
 EJ1829  PID         -  EJ1829
 EJ1829  STATE/COUNTY-  AR/GRANT
 EJ1829  USGS QUAD   -  PRATTSVILLE (1984)
 EJ1829
 EJ1829                         *CURRENT SURVEY CONTROL
 EJ1829  ___________________________________________________________________
 EJ1829* NAD 83(1997)-  34 22 25.63944(N)    092 30 53.53687(W)     ADJUSTED  
 EJ1829* NAVD 88     -                                                        
 EJ1829  ___________________________________________________________________
 EJ1829  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 EJ1829  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EJ1829
 EJ1829  HORZ ORDER  -  THIRD
 EJ1829
 EJ1829.The horizontal coordinates were established by classical geodetic methods
 EJ1829.and adjusted by the National Geodetic Survey in September 1999..
 EJ1829
 EJ1829
 EJ1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1829
 EJ1829.The geoid height was determined by GEOID03.
 EJ1829
 EJ1829;                    North         East     Units Scale Factor Converg.
 EJ1829;SPC AR S     -   589,461.515   352,646.310   MT  0.99993595   -0 17 17.4
 EJ1829;SPC AR S     - 1,933,924.99  1,156,973.77   sFT  0.99993595   -0 17 17.4
 EJ1829;UTM  15      - 3,803,708.808   544,603.589   MT  0.99962452   +0 16 26.1
 EJ1829
 EJ1829                          SUPERSEDED SURVEY CONTROL
 EJ1829
 EJ1829  NAD 83(1986)-  34 22 25.64984(N)    092 30 53.52777(W) AD(       ) 4
 EJ1829  NAD 27      -  34 22 25.30824(N)    092 30 52.95664(W) AD(       ) 3
 EJ1829
 EJ1829.Superseded values are not recommended for survey control.
 EJ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1829.See file dsdata.txt to determine how the superseded data were derived.
 EJ1829
 EJ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4460403709(NAD 83)
 EJ1829_MARKER: 57 = LOOKOUT TOWER
 EJ1829
 EJ1829  HISTORY     - Date     Condition        Report By
 EJ1829  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1829
 EJ1829                          STATION DESCRIPTION
 EJ1829
 EJ1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1829'THE STATION IS THE CENTER OF THE BASE OF THE TOWER, LOCATED
 EJ1829'ABOUT 8 MILES NORTHWEST OF SHERIDAN, IN THE NORTHEAST 1/4 OF
 EJ1829'SECTION 16, T 4 S, R 14 W. AND ON STATE FOREST SERVICE PROPERTY.
 EJ1829'IT IS A FOUR LEGGED SELF SUPPORTED STEEL TOWER WITH AN OBSERVATION
 EJ1829'CABIN AT THE TOP.  THE OVERALL HEIGHT IS 120 FEET.
 EJ1829'
 EJ1829'TO REACH FROM THE TRAFFIC LIGHT AT THE NORTHWEST CORNER
 EJ1829'OF THE COURTHOUSE SQUARE IN SHERIDAN, GO WEST ON U.S. HIGHWAY 270
 EJ1829'FOR 4.0 MILES TO THE CONCRETE BRIDGE ACROSS LOST CREEK.
 EJ1829'CONTINUE WEST ON HIGHWAY 270 FOR 1.15 MILES TO A CROSSROAD.
 EJ1829'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD (DUNN TRAIL) FOR
 EJ1829'2.7 MILES TO A T-ROAD.  TURN LEFT AND GO WEST ON A GRAVELED
 EJ1829'ROAD FOR 1.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTHERLY
 EJ1829'ON A GRAVELED ROAD (OLD CAMDEN ROAD) FOR 0.7 MILE TO A
 EJ1829'GRAVELED DRIVEWAY RIGHT.  TURN RIGHT AND GO NORTHWEST ON THE
 EJ1829'DRIVEWAY FOR 0.1 MILE TO THE TOWER.
 EJ1829'
 EJ1829'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1829'CAMDEN THE DISTANCE BEING 42.5 FEET AND 12.95 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1838 ***********************************************************************
 EJ1838  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 32
 EJ1838  PID         -  EJ1838
 EJ1838  STATE/COUNTY-  AR/DALLAS
 EJ1838  USGS QUAD   -  CARTHAGE (1984)
 EJ1838
 EJ1838                         *CURRENT SURVEY CONTROL
 EJ1838  ___________________________________________________________________
 EJ1838* NAD 83(1997)-  34 01 07.66917(N)    092 30 31.04427(W)     ADJUSTED  
 EJ1838* NAVD 88     -                                                        
 EJ1838  ___________________________________________________________________
 EJ1838  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 EJ1838  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EJ1838
 EJ1838  HORZ ORDER  -  THIRD
 EJ1838
 EJ1838.The horizontal coordinates were established by classical geodetic methods
 EJ1838.and adjusted by the National Geodetic Survey in September 1999..
 EJ1838
 EJ1838
 EJ1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1838
 EJ1838.The geoid height was determined by GEOID03.
 EJ1838
 EJ1838;                    North         East     Units Scale Factor Converg.
 EJ1838;SPC AR S     -   550,084.327   353,025.310   MT  0.99991851   -0 17 04.8
 EJ1838;SPC AR S     - 1,804,735.00  1,158,217.20   sFT  0.99991851   -0 17 04.8
 EJ1838;UTM  15      - 3,764,348.994   545,367.775   MT  0.99962537   +0 16 29.7
 EJ1838
 EJ1838                          SUPERSEDED SURVEY CONTROL
 EJ1838
 EJ1838  NAD 83(1986)-  34 01 07.67979(N)    092 30 31.03557(W) AD(       ) 4
 EJ1838  NAD 27      -  34 01 07.31834(N)    092 30 30.47073(W) AD(       ) 3
 EJ1838
 EJ1838.Superseded values are not recommended for survey control.
 EJ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1838.See file dsdata.txt to determine how the superseded data were derived.
 EJ1838
 EJ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4536864349(NAD 83)
 EJ1838_MARKER: 57 = LOOKOUT TOWER
 EJ1838
 EJ1838  HISTORY     - Date     Condition        Report By
 EJ1838  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1838
 EJ1838                          STATION DESCRIPTION
 EJ1838
 EJ1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1838'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED ABOUT
 EJ1838'4-1/2 MILES SOUTHEAST OF CARTHAGE AND ON THE NORTHEAST SIDE OF
 EJ1838'HIGHWAY 229.  IT IS A FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE
 EJ1838'WITH AN OBSERVATION ROOM AT THE TOP.  IT IS PAINTED GRAY AND THE
 EJ1838'OVERALL HEIGHT IS ABOUT 120 FEET.  IT IS OWNED BY THE ARKANSAS
 EJ1838'STATE FOREST SERVICE.
 EJ1838'
 EJ1838'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 229 IN
 EJ1838'CARTHAGE, GO SOUTHEAST ON STATE HIGHWAY 229 FOR 2.6 MILES TO A
 EJ1838'RAILROAD CROSSING.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.1
 EJ1838'MILES TO THE TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1842 ***********************************************************************
 EJ1842  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 52
 EJ1842  PID         -  EJ1842
 EJ1842  STATE/COUNTY-  AR/DALLAS
 EJ1842  USGS QUAD   -  WILLOW (1984)
 EJ1842
 EJ1842                         *CURRENT SURVEY CONTROL
 EJ1842  ___________________________________________________________________
 EJ1842* NAD 83(1997)-  34 08 33.07759(N)    092 40 49.18259(W)     ADJUSTED  
 EJ1842* NAVD 88     -                                                        
 EJ1842  ___________________________________________________________________
 EJ1842  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 EJ1842  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EJ1842
 EJ1842  HORZ ORDER  -  THIRD
 EJ1842
 EJ1842.The horizontal coordinates were established by classical geodetic methods
 EJ1842.and adjusted by the National Geodetic Survey in September 1999..
 EJ1842
 EJ1842
 EJ1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1842
 EJ1842.The geoid height was determined by GEOID03.
 EJ1842
 EJ1842;                    North         East     Units Scale Factor Converg.
 EJ1842;SPC AR S     -   563,899.006   337,258.626   MT  0.99992024   -0 22 50.8
 EJ1842;SPC AR S     - 1,850,058.66  1,106,489.34   sFT  0.99992024   -0 22 50.8
 EJ1842;UTM  15      - 3,778,004.812   529,471.633   MT  0.99961071   +0 10 45.9
 EJ1842
 EJ1842                          SUPERSEDED SURVEY CONTROL
 EJ1842
 EJ1842  NAD 83(1986)-  34 08 33.08783(N)    092 40 49.17229(W) AD(       ) 4
 EJ1842  NAD 27      -  34 08 32.73672(N)    092 40 48.58670(W) AD(       ) 3
 EJ1842
 EJ1842.Superseded values are not recommended for survey control.
 EJ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1842.See file dsdata.txt to determine how the superseded data were derived.
 EJ1842
 EJ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2947278005(NAD 83)
 EJ1842_MARKER: 57 = LOOKOUT TOWER
 EJ1842
 EJ1842  HISTORY     - Date     Condition        Report By
 EJ1842  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1842
 EJ1842                          STATION DESCRIPTION
 EJ1842
 EJ1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1842'THE STATION IS THE CENTER OF THE TOP OF THE OBSERVATION ROOM.
 EJ1842'IT IS A SELF-SUPPORTING GALVANIZED STEEL STRUCTURE WITH A
 EJ1842'SMALL OBSERVATION ROOM AT THE TOP.  THE OVERALL HEIGHT IS 110
 EJ1842'FEET.
 EJ1842'
 EJ1842'THE TOWER IS OWNED AND OPERATED BY THE ARKANSAS FOREST COMMISSION.
 EJ1842'
 EJ1842'LOCATED ABOUT 17-1/2 MILES SOUTHEAST OF MALVERN, 6-1/2 MILES
 EJ1842'SOUTHWEST OF LEOLA, 0.5 MILE NORTH OF THE JUNCTION OF STATE
 EJ1842'HIGHWAYS 46 AND 9, AND 0.05 MILE WEST-NORTHWEST OF THE CENTER
 EJ1842'OF STATE HIGHWAY 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1846 ***********************************************************************
 EJ1846  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 56
 EJ1846  PID         -  EJ1846
 EJ1846  STATE/COUNTY-  AR/DALLAS
 EJ1846  USGS QUAD   -  DALARK (1978)
 EJ1846
 EJ1846                         *CURRENT SURVEY CONTROL
 EJ1846  ___________________________________________________________________
 EJ1846* NAD 83(1997)-  34 07 10.29741(N)    092 52 31.41926(W)     ADJUSTED  
 EJ1846* NAVD 88     -                                                        
 EJ1846  ___________________________________________________________________
 EJ1846  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 EJ1846  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EJ1846
 EJ1846  HORZ ORDER  -  THIRD
 EJ1846
 EJ1846.The horizontal coordinates were established by classical geodetic methods
 EJ1846.and adjusted by the National Geodetic Survey in September 1999..
 EJ1846
 EJ1846
 EJ1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1846
 EJ1846.The geoid height was determined by GEOID03.
 EJ1846
 EJ1846;                    North         East     Units Scale Factor Converg.
 EJ1846;SPC AR S     -   561,485.337   319,247.820   MT  0.99991957   -0 29 23.8
 EJ1846;SPC AR S     - 1,842,139.81  1,047,398.89   sFT  0.99991957   -0 29 23.8
 EJ1846;UTM  15      - 3,775,416.039   511,490.933   MT  0.99960163   +0 04 11.6
 EJ1846
 EJ1846                          SUPERSEDED SURVEY CONTROL
 EJ1846
 EJ1846  NAD 83(1986)-  34 07 10.30744(N)    092 52 31.41055(W) AD(       ) 4
 EJ1846  NAD 27      -  34 07 09.95700(N)    092 52 30.80600(W) AD(       ) 3
 EJ1846
 EJ1846.Superseded values are not recommended for survey control.
 EJ1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1846.See file dsdata.txt to determine how the superseded data were derived.
 EJ1846
 EJ1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1149175416(NAD 83)
 EJ1846_MARKER: 57 = LOOKOUT TOWER
 EJ1846
 EJ1846  HISTORY     - Date     Condition        Report By
 EJ1846  HISTORY     - 1941     FIRST OBSERVED   CGS
 EJ1846  HISTORY     - 1964     GOOD             CGS
 EJ1846
 EJ1846                          STATION DESCRIPTION
 EJ1846
 EJ1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1846'STATION IS A LOOKOUT TOWER OF THE ARKANSAS FORESTRY COMMISSION,
 EJ1846'LOCATED IN THE SW 1/4 OF THE NE 1/4 OF SECTION 18, T 7 S, R 17 W,
 EJ1846'ABOUT 11 MILES E OF ARKADELPHIA.
 EJ1846'
 EJ1846'THE TOWER IS OF STEEL CONSTRUCTION ABOUT 100 FEET HIGH AND HAS
 EJ1846'AN ENCLOSED CABIN AT THE TOP.  THE STATION WAS NOT VISITED.
 EJ1846
 EJ1846                          STATION RECOVERY (1964)
 EJ1846
 EJ1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1846'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1863 ***********************************************************************
 EJ1863  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 51
 EJ1863  PID         -  EJ1863
 EJ1863  STATE/COUNTY-  AR/HOT SPRING
 EJ1863  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1863
 EJ1863                         *CURRENT SURVEY CONTROL
 EJ1863  ___________________________________________________________________
 EJ1863* NAD 83(1997)-  34 16 53.54630(N)    092 45 26.08461(W)     ADJUSTED  
 EJ1863* NAVD 88     -                                                        
 EJ1863  ___________________________________________________________________
 EJ1863  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 EJ1863  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ1863
 EJ1863  HORZ ORDER  -  THIRD
 EJ1863
 EJ1863.The horizontal coordinates were established by classical geodetic methods
 EJ1863.and adjusted by the National Geodetic Survey in September 1999..
 EJ1863
 EJ1863
 EJ1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1863
 EJ1863.The geoid height was determined by GEOID03.
 EJ1863
 EJ1863;                    North         East     Units Scale Factor Converg.
 EJ1863;SPC AR S     -   579,368.073   330,279.335   MT  0.99992774   -0 25 25.8
 EJ1863;SPC AR S     - 1,900,810.09  1,083,591.45   sFT  0.99992774   -0 25 25.8
 EJ1863;UTM  15      - 3,793,400.023   522,343.626   MT  0.99960615   +0 08 12.2
 EJ1863
 EJ1863                          SUPERSEDED SURVEY CONTROL
 EJ1863
 EJ1863  NAD 83(1986)-  34 16 53.55689(N)    092 45 26.07548(W) AD(       ) 4
 EJ1863  NAD 27      -  34 16 53.21860(N)    092 45 25.47743(W) AD(       ) 3
 EJ1863
 EJ1863.Superseded values are not recommended for survey control.
 EJ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1863.See file dsdata.txt to determine how the superseded data were derived.
 EJ1863
 EJ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2234493400(NAD 83)
 EJ1863_MARKER: 57 = LOOKOUT TOWER
 EJ1863
 EJ1863  HISTORY     - Date     Condition        Report By
 EJ1863  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1863  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1863
 EJ1863                          STATION DESCRIPTION
 EJ1863
 EJ1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1863'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED ABOUT
 EJ1863'7 MILES SOUTHEAST OF MALVERN, 6 MILES NORTHWEST OF LONO ON THE
 EJ1863'NORTHEAST SIDE OF STATE HIGHWAY 9.  IT IS A FOUR LEGGED SELF
 EJ1863'SUPPORTED STEEL TOWER WITH AN OBSERVATION ROOM AT THE TOP, PAINTED
 EJ1863'GRAY AND THE OVERALL HEIGHT IS ABOUT 110 FEET.  IT IS OWNED AND
 EJ1863'OPERATED BY THE ARKANSAS STATE FOREST SERVICE.
 EJ1863'
 EJ1863'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 9 AND 222 IN
 EJ1863'LONO, GO NORTHWEST ON HIGHWAY 9 FOR 6.35 MILES TO THE TOWER ON
 EJ1863'THE RIGHT.
 EJ1863
 EJ1863                          STATION RECOVERY (1998)
 EJ1863
 EJ1863'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1894 ***********************************************************************
 EJ1894  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 55
 EJ1894  PID         -  EJ1894
 EJ1894  STATE/COUNTY-  AR/HOT SPRING
 EJ1894  USGS QUAD   -  LONSDALE (1984)
 EJ1894
 EJ1894                         *CURRENT SURVEY CONTROL
 EJ1894  ___________________________________________________________________
 EJ1894* NAD 83(1997)-  34 30 04.25003(N)    092 49 18.96150(W)     ADJUSTED  
 EJ1894* NAVD 88     -                                                        
 EJ1894  ___________________________________________________________________
 EJ1894  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 EJ1894  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EJ1894
 EJ1894  HORZ ORDER  -  THIRD
 EJ1894
 EJ1894.The horizontal coordinates were established by classical geodetic methods
 EJ1894.and adjusted by the National Geodetic Survey in September 1999..
 EJ1894
 EJ1894
 EJ1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1894
 EJ1894.The geoid height was determined by GEOID03.
 EJ1894
 EJ1894;                    North         East     Units Scale Factor Converg.
 EJ1894;SPC AR S     -   603,776.267   324,519.151   MT  0.99995156   -0 27 36.1
 EJ1894;SPC AR S     - 1,980,889.30  1,064,693.25   sFT  0.99995156   -0 27 36.1
 EJ1894;UTM  15      - 3,817,742.546   516,346.839   MT  0.99960329   +0 06 03.1
 EJ1894
 EJ1894                          SUPERSEDED SURVEY CONTROL
 EJ1894
 EJ1894  NAD 83(1986)-  34 30 04.26129(N)    092 49 18.95299(W) AD(       ) 4
 EJ1894  NAD 27      -  34 30 03.93228(N)    092 49 18.34141(W) AD(       ) 3
 EJ1894
 EJ1894.Superseded values are not recommended for survey control.
 EJ1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1894.See file dsdata.txt to determine how the superseded data were derived.
 EJ1894
 EJ1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1634717743(NAD 83)
 EJ1894_MARKER: 57 = LOOKOUT TOWER
 EJ1894
 EJ1894  HISTORY     - Date     Condition        Report By
 EJ1894  HISTORY     - 1963     FIRST OBSERVED   CGS
 EJ1894
 EJ1894                          STATION DESCRIPTION
 EJ1894
 EJ1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1894'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER,
 EJ1894'LOCATED ON A HIGH HILL ABOUT 9-1/2 MILES NORTH OF MALVERN.
 EJ1894'IT IS A 4 LEGGED STEEL STRUCTURE WITH A METAL OBSERVATION ROOM
 EJ1894'AT THE TOP.  THE OVERALL HEIGHT IS 110 FEET.
 EJ1894'
 EJ1894'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 EJ1894'HIGHWAY 51, ABOUT 4 MILES NORTH-NORTHWEST OF MALVERN, GO NORTH
 EJ1894'ON U.S. HIGHWAY 270 FOR 3.5 MILES TO THE MAGNET COVE SCHOOL ON
 EJ1894'THE LEFT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 270 FOR 0.6 MILES
 EJ1894'TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTH ON A SURFACED ROAD
 EJ1894'FOR 0.1 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND CONTINUE
 EJ1894'NORTHERLY ON THE SURFACED ROAD FOR 0.8 MILES TO A Y-FORK AT THE END
 EJ1894'OF THE SURFACED ROAD.  TAKE THE LEFT FORK AND GO
 EJ1894'NORTH-NORTHEAST ON A GRAVELED ROAD FOR 0.55 MILE TO A Y-FORK.
 EJ1894'TAKE THE RIGHT FORK AND GO NORTH ON THE GRAVELED ROAD FOR 0.35
 EJ1894'MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTH FOR 0.9 MILE
 EJ1894'TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST FOR 1.6 MILES TO
 EJ1894'A Y-FORK.  TAKE THE LEFT FORK AND GO NORTH AND WEST ON A
 EJ1894'GRAVELED ROAD FOR 1.35 MILES TO THE TOP OF THE HILL AND
 EJ1894'THE STATION.
 EJ1894'
 EJ1894'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MAGNET
 EJ1894'1963, THE DISTANCE BEING 28.676 METERS AND 94.08 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1962 ***********************************************************************
 EJ1962  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 5 4
 EJ1962  PID         -  EJ1962
 EJ1962  STATE/COUNTY-  AR/HOT SPRING
 EJ1962  USGS QUAD   -  BISMARCK (1976)
 EJ1962
 EJ1962                         *CURRENT SURVEY CONTROL
 EJ1962  ___________________________________________________________________
 EJ1962* NAD 83(1997)-  34 21 09.52323(N)    093 09 26.62641(W)     ADJUSTED  
 EJ1962* NAVD 88     -                                                        
 EJ1962  ___________________________________________________________________
 EJ1962  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 EJ1962  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ1962
 EJ1962  HORZ ORDER  -  THIRD
 EJ1962
 EJ1962.The horizontal coordinates were established by classical geodetic methods
 EJ1962.and adjusted by the National Geodetic Survey in September 1999..
 EJ1962
 EJ1962
 EJ1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1962
 EJ1962.The geoid height was determined by GEOID03.
 EJ1962
 EJ1962;                    North         East     Units Scale Factor Converg.
 EJ1962;SPC AR S     -   587,599.064   293,527.390   MT  0.99993384   -0 38 52.0
 EJ1962;SPC AR S     - 1,927,814.60    963,014.45   sFT  0.99993384   -0 38 52.0
 EJ1962;UTM  15      - 3,801,268.937   485,525.133   MT  0.99960258   -0 05 19.7
 EJ1962
 EJ1962                          SUPERSEDED SURVEY CONTROL
 EJ1962
 EJ1962  NAD 83(1986)-  34 21 09.53350(N)    093 09 26.61850(W) AD(       ) 4
 EJ1962  NAD 27      -  34 21 09.21600(N)    093 09 25.96900(W) AD(       ) 3
 EJ1962
 EJ1962.Superseded values are not recommended for survey control.
 EJ1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1962.See file dsdata.txt to determine how the superseded data were derived.
 EJ1962
 EJ1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8552501269(NAD 83)
 EJ1962_MARKER: 57 = LOOKOUT TOWER
 EJ1962
 EJ1962  HISTORY     - Date     Condition        Report By
 EJ1962  HISTORY     - 1941     FIRST OBSERVED   CGS
 EJ1962  HISTORY     - 1956     GOOD             CGS
 EJ1962  HISTORY     - 19980425 GOOD             USPSQD
 EJ1962
 EJ1962                          STATION DESCRIPTION
 EJ1962
 EJ1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1962'STATION IS ON THE SUMMIT OF MOUNT PLEASANT OF JACK MOUNTAIN,
 EJ1962'A HIGH, PROMINENT, TIMBERED PEAK (THE HIGHEST POINT IN THE
 EJ1962'VICINITY), 2-1/2 MILES N BY E OF BISMARK, 12 MILES SSW OF HOT
 EJ1962'SPRINGS, 1-1/4 MILES E OF STATE HIGHWAY 7, IN THE SW 1/4 OF
 EJ1962'SECTION 28, T 4 S, R 20 W.  IT IS 10.002 METERS E BY N OF STATION
 EJ1962'PLEASANT.
 EJ1962'
 EJ1962'THE TOWER IS ALL-STEEL TRUSSWORK CONSTRUCTION, WITH A PEAKED,
 EJ1962'ROOFED LOOKOUT HOUSE AT THE TOP, THE ENTIRE STRUCTURE BEING 100
 EJ1962'FEET HIGH.  OBJECT SIGHTED ON--CENTER OF TOWER AT THE BASE.
 EJ1962
 EJ1962                          STATION RECOVERY (1956)
 EJ1962
 EJ1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1962'THE STATION IS LOCATED ABOUT 12 MILES, AIRLINE, SOUTH-SOUTHWEST
 EJ1962'OF HOT SPRINGS, 9 MILES SOUTHEAST OF PEARCY AND 1 MILE SOUTHEAST
 EJ1962'OF STATE HIGHWAY NO. 7.  IT IS ON A HIGH BRUSH-COVERED, PROMINENT
 EJ1962'PEAK WHICH IS SPARSELY COVERED WITH TREES.
 EJ1962'
 EJ1962'IT IS A 10 FOOT SQUARE SHEET METAL CUBICAL ELEVATED ON FOUR LEGS
 EJ1962'AND IS APPROX. 125 FEET HIGH.
 EJ1962'
 EJ1962'TRIANGULATION STATION PLEASANT 1941 IS 10.002 METERS, 32.81
 EJ1962'FEET EAST-NORTHEAST OF THE CENTER OF THE TOWER.
 EJ1962
 EJ1962                          STATION RECOVERY (1998)
 EJ1962
 EJ1962'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1513 ***********************************************************************
 DL1513  DESIGNATION -  ARKANSAS FORESTRY LOOKOUT TOWER 9 6
 DL1513  PID         -  DL1513
 DL1513  STATE/COUNTY-  AR/HEMPSTEAD
 DL1513  USGS QUAD   -  BOYD HILL (1975)
 DL1513
 DL1513                         *CURRENT SURVEY CONTROL
 DL1513  ___________________________________________________________________
 DL1513* NAD 83(1997)-  33 29 42.91165(N)    093 40 23.39438(W)     ADJUSTED  
 DL1513* NAVD 88     -                                                        
 DL1513  ___________________________________________________________________
 DL1513  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DL1513  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL1513
 DL1513  HORZ ORDER  -  THIRD
 DL1513
 DL1513.The horizontal coordinates were established by classical geodetic methods
 DL1513.and adjusted by the National Geodetic Survey in September 1999..
 DL1513
 DL1513
 DL1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1513
 DL1513.The geoid height was determined by GEOID03.
 DL1513
 DL1513;                    North         East     Units Scale Factor Converg.
 DL1513;SPC AR S     -   493,171.608   244,529.519   MT  0.99996244   -0 56 11.2
 DL1513;SPC AR S     - 1,618,013.85    802,260.60   sFT  0.99996244   -0 56 11.2
 DL1513;UTM  15      - 3,706,395.679   437,468.827   MT  0.99964821   -0 22 17.4
 DL1513
 DL1513                          SUPERSEDED SURVEY CONTROL
 DL1513
 DL1513  NAD 83(1997)-  33 29 42.91847(N)    093 40 23.38711(W) AD(       ) 4
 DL1513  NAD 83(1986)-  33 29 42.92121(N)    093 40 23.38236(W) AD(       ) 4
 DL1513  NAD 27      -  33 29 42.48300(N)    093 40 22.73300(W) AD(       ) 3
 DL1513
 DL1513.Superseded values are not recommended for survey control.
 DL1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1513.See file dsdata.txt to determine how the superseded data were derived.
 DL1513
 DL1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3746906396(NAD 83)
 DL1513_MARKER: 57 = LOOKOUT TOWER
 DL1513
 DL1513  HISTORY     - Date     Condition        Report By
 DL1513  HISTORY     - 1951     FIRST OBSERVED   CGS
 DL1513
 DL1513                          STATION DESCRIPTION
 DL1513
 DL1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1513'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF LEWISVILLE, ON A
 DL1513'PROMINENT WOODED HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 DL1513'VICINITY.
 DL1513'
 DL1513'THE LOOKOUT TOWER IS ARKANSAS RESOURCES AND DEVELOPMENT COMMISSION,
 DL1513'DIVISION OF FORESTRY AND PARKS, UNIT 9, TOWER NO. 6.  IT IS A FOUR
 DL1513'LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED CAN AT THE TOP AND IS
 DL1513'APPROXIMATELY 125 FEET HIGH.
 DL1513'
 DL1513'THE POINT OBSERVED WAS THE APEX OF THE ROOF OF THE GLASS ENCLOSED
 DL1513'CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1536 ***********************************************************************
 DL1536  DESIGNATION -  ARKANSAS FORESTRY LOOKOUT TOWER 10 5
 DL1536  PID         -  DL1536
 DL1536  STATE/COUNTY-  AR/MILLER
 DL1536  USGS QUAD   -  FOUKE NE (1975)
 DL1536
 DL1536                         *CURRENT SURVEY CONTROL
 DL1536  ___________________________________________________________________
 DL1536* NAD 83(1997)-  33 23 36.58723(N)    093 51 34.58614(W)     ADJUSTED  
 DL1536* NAVD 88     -                                                        
 DL1536  ___________________________________________________________________
 DL1536  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DL1536  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DL1536
 DL1536  HORZ ORDER  -  THIRD
 DL1536
 DL1536.The horizontal coordinates were established by classical geodetic methods
 DL1536.and adjusted by the National Geodetic Survey in September 1999..
 DL1536
 DL1536
 DL1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1536
 DL1536.The geoid height was determined by GEOID03.
 DL1536
 DL1536;                    North         East     Units Scale Factor Converg.
 DL1536;SPC AR S     -   482,186.632   227,002.126   MT  0.99998058   -1 02 26.9
 DL1536;SPC AR S     - 1,581,973.98    744,756.14   sFT  0.99998058   -1 02 26.9
 DL1536;UTM  15      - 3,695,241.458   420,056.226   MT  0.99967879   -0 28 23.3
 DL1536
 DL1536                          SUPERSEDED SURVEY CONTROL
 DL1536
 DL1536  NAD 83(1997)-  33 23 36.59262(N)    093 51 34.58046(W) AD(       ) 4
 DL1536  NAD 83(1997)-  33 23 36.59283(N)    093 51 34.57896(W) AD(       ) 4
 DL1536  NAD 83(1986)-  33 23 36.59680(N)    093 51 34.57457(W) AD(       ) 4
 DL1536  NAD 27      -  33 23 36.14500(N)    093 51 33.92000(W) AD(       ) 3
 DL1536
 DL1536.Superseded values are not recommended for survey control.
 DL1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1536.See file dsdata.txt to determine how the superseded data were derived.
 DL1536
 DL1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2005695241(NAD 83)
 DL1536_MARKER: 57 = LOOKOUT TOWER
 DL1536
 DL1536  HISTORY     - Date     Condition        Report By
 DL1536  HISTORY     - 1951     FIRST OBSERVED   CGS
 DL1536
 DL1536                          STATION DESCRIPTION
 DL1536
 DL1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1536'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF TEXARKANA
 DL1536'ON THE SUMMIT OF WOLF MOUNTAIN.
 DL1536'
 DL1536'THE LOOKOUT TOWER IS ARKANSAS RESOURCES AND DEVELOPMENT
 DL1536'COMMISSION, DIVISION OF FORESTRY AND PARKS, UNIT 10, TOWER NO. 5.
 DL1536'IT IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED CROWS NEST
 DL1536'AT THE TOP AND IS APPROXIMATELY 125 FEET HIGH.
 DL1536'
 DL1536'THE POINT OBSERVED WAS THE APEX OF THE ROOF OF THE CROWS NEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1788 ***********************************************************************
 FF1788  DESIGNATION -  ARKANSAS POWER LIGHT RAD MAST
 FF1788  PID         -  FF1788
 FF1788  STATE/COUNTY-  AR/JACKSON
 FF1788  USGS QUAD   -  JACKSONPORT (1981)
 FF1788
 FF1788                         *CURRENT SURVEY CONTROL
 FF1788  ___________________________________________________________________
 FF1788* NAD 83(1997)-  35 37 50.95769(N)    091 15 11.37840(W)     ADJUSTED  
 FF1788* NAVD 88     -                                                        
 FF1788  ___________________________________________________________________
 FF1788  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FF1788  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF1788
 FF1788  HORZ ORDER  -  THIRD
 FF1788
 FF1788.The horizontal coordinates were established by classical geodetic methods
 FF1788.and adjusted by the National Geodetic Survey in September 1999..
 FF1788
 FF1788
 FF1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1788
 FF1788.The geoid height was determined by GEOID03.
 FF1788
 FF1788;                    North         East     Units Scale Factor Converg.
 FF1788;SPC AR N     -   144,201.943   467,645.275   MT  0.99993626   +0 26 04.5
 FF1788;SPC AR N     -   473,102.54  1,534,266.21   sFT  0.99993626   +0 26 04.5
 FF1788;UTM  15      - 3,944,407.389   658,176.930   MT  0.99990832   +1 01 04.3
 FF1788
 FF1788                          SUPERSEDED SURVEY CONTROL
 FF1788
 FF1788  NAD 83(1997)-  35 37 50.96335(N)    091 15 11.37671(W) AD(       ) 4
 FF1788  NAD 83(1986)-  35 37 50.96915(N)    091 15 11.37876(W) AD(       ) 4
 FF1788  NAD 27      -  35 37 50.68100(N)    091 15 10.92000(W) AD(       ) 3
 FF1788
 FF1788.Superseded values are not recommended for survey control.
 FF1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1788.See file dsdata.txt to determine how the superseded data were derived.
 FF1788
 FF1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5817744407(NAD 83)
 FF1788_MARKER: 42 = RADIO/TV MAST
 FF1788
 FF1788  HISTORY     - Date     Condition        Report By
 FF1788  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1788
 FF1788                          STATION DESCRIPTION
 FF1788
 FF1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1788'THE STATION IS ABOUT 3 MILES NORTH-NORTHEAST OF NEWPORT, 1 MILE
 FF1788'SOUTH OF STATE HIGHWAY 18 AND 0.05 MILE WEST OF U.S. HIGHWAY
 FF1788'67.
 FF1788'
 FF1788'THE MAST IS ABOUT 150 FEET HIGH AND PAINTED ALTERNATELY
 FF1788'RED AND WHITE.
 FF1788'
 FF1788'THE POINT INTERSECTED WAS THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1787 ***********************************************************************
 FF1787  DESIGNATION -  ARKANSAS ST POL RAD STA MAST
 FF1787  PID         -  FF1787
 FF1787  STATE/COUNTY-  AR/JACKSON
 FF1787  USGS QUAD   -  JACKSONPORT (1981)
 FF1787
 FF1787                         *CURRENT SURVEY CONTROL
 FF1787  ___________________________________________________________________
 FF1787* NAD 83(1997)-  35 38 19.82389(N)    091 15 04.32948(W)     ADJUSTED  
 FF1787* NAVD 88     -                                                        
 FF1787  ___________________________________________________________________
 FF1787  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FF1787  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF1787
 FF1787  HORZ ORDER  -  THIRD
 FF1787
 FF1787.The horizontal coordinates were established by classical geodetic methods
 FF1787.and adjusted by the National Geodetic Survey in September 1999..
 FF1787
 FF1787
 FF1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1787
 FF1787.The geoid height was determined by GEOID03.
 FF1787
 FF1787;                    North         East     Units Scale Factor Converg.
 FF1787;SPC AR N     -   145,092.865   467,815.856   MT  0.99993639   +0 26 08.6
 FF1787;SPC AR N     -   476,025.51  1,534,825.85   sFT  0.99993639   +0 26 08.6
 FF1787;UTM  15      - 3,945,299.977   658,338.427   MT  0.99990895   +1 01 09.1
 FF1787
 FF1787                          SUPERSEDED SURVEY CONTROL
 FF1787
 FF1787  NAD 83(1997)-  35 38 19.82935(N)    091 15 04.32788(W) AD(       ) 4
 FF1787  NAD 83(1986)-  35 38 19.83509(N)    091 15 04.32999(W) AD(       ) 4
 FF1787  NAD 27      -  35 38 19.55500(N)    091 15 03.87200(W) AD(       ) 3
 FF1787
 FF1787.Superseded values are not recommended for survey control.
 FF1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1787.See file dsdata.txt to determine how the superseded data were derived.
 FF1787
 FF1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5833845300(NAD 83)
 FF1787_MARKER: 42 = RADIO/TV MAST
 FF1787
 FF1787  HISTORY     - Date     Condition        Report By
 FF1787  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1787
 FF1787                          STATION DESCRIPTION
 FF1787
 FF1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1787'THE STATION IS ABOUT 4 MILES NORTH-NORTHEAST OF NEWPORT
 FF1787'AND 0.05 MILE EAST OF U.S. HIGHWAY 67, AND 0.05 MILE NORTH
 FF1787'OF STATE HIGHWAY 18.
 FF1787'
 FF1787'THE MAST IS ABOUT 150 FEET HIGH AND IS PAINTED ALTERNATLY
 FF1787'RED AND WHITE.
 FF1787'
 FF1787'THE POINT INTERSECTED WAS THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2880 ***********************************************************************
 EH2880  DESIGNATION -  ARKANSAS ST POLICE W RAD MAST
 EH2880  PID         -  EH2880
 EH2880  STATE/COUNTY-  AR/ST FRANCIS
 EH2880  USGS QUAD   -  HAYNES (1992)
 EH2880
 EH2880                         *CURRENT SURVEY CONTROL
 EH2880  ___________________________________________________________________
 EH2880* NAD 83(1997)-  34 59 15.16308(N)    090 50 14.27706(W)     ADJUSTED  
 EH2880* NAVD 88     -                                                        
 EH2880  ___________________________________________________________________
 EH2880  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 EH2880  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH2880
 EH2880  HORZ ORDER  -  THIRD
 EH2880
 EH2880.The horizontal coordinates were established by classical geodetic methods
 EH2880.and adjusted by the National Geodetic Survey in September 1999..
 EH2880
 EH2880
 EH2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2880
 EH2880.The geoid height was determined by GEOID03.
 EH2880
 EH2880;                    North         East     Units Scale Factor Converg.
 EH2880;SPC AR N     -    73,206.450   506,153.358   MT  0.99998978   +0 40 35.7
 EH2880;SPC AR N     -   240,178.16  1,660,604.81   sFT  0.99998978   +0 40 35.7
 EH2880;SPC AR S     -   658,031.338   506,160.650   MT  1.00005673   +0 39 02.7
 EH2880;SPC AR S     - 2,158,891.15  1,660,628.73   sFT  1.00005673   +0 39 02.7
 EH2880;UTM  15      - 3,873,798.672   697,396.112   MT  1.00008025   +1 14 25.8
 EH2880
 EH2880                          SUPERSEDED SURVEY CONTROL
 EH2880
 EH2880  NAD 83(1997)-  34 59 15.16780(N)    090 50 14.27498(W) AD(       ) 4
 EH2880  NAD 83(1986)-  34 59 15.17188(N)    090 50 14.27562(W) AD(       ) 4
 EH2880  NAD 27      -  34 59 14.83400(N)    090 50 13.86800(W) AD(       ) 3
 EH2880
 EH2880.Superseded values are not recommended for survey control.
 EH2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2880.See file dsdata.txt to determine how the superseded data were derived.
 EH2880
 EH2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9739673799(NAD 83)
 EH2880_MARKER: 42 = RADIO/TV MAST
 EH2880
 EH2880  HISTORY     - Date     Condition        Report By
 EH2880  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2880
 EH2880                          STATION DESCRIPTION
 EH2880
 EH2880'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2880'THE STATION IS LOCATED AT THE SITE OF THE ARKANSAS STATE
 EH2880'POLICE HEADQUARTERS, ABOUT 3.9 MILES EAST OF PALESTINE AND
 EH2880'3.5 MILES WEST OF THE CENTER OF FORREST CITY.  IT IS THE
 EH2880'MOST WESTERLY AND THE TALLER OF TWO MAST, IS A STEEL TRUSS
 EH2880'WORK STRUCTURE SUPPORTED BY MANY GUY CABLES, IS PAINTED
 EH2880'ALTERNATELY RED AND WHITE, AND HAS A RED FLASHING LIGHT AT
 EH2880'THE TOP OF THE MAST, AND IS 300.0 FEET HIGH.
 EH2880'
 EH2880'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST.
 EH2880'
 EH2880'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY,
 EH2880'GO SOUTH ON STATE ROUTE NO. 1 FOR 1 BLOCK TO THE JUNCTION
 EH2880'WITH U. S. HIGHWAY NO. 70.  HERE TURN RIGHT AND GO WESTERLY ON
 EH2880'U. S. HIGHWAY NO. 40 FOR 3.5 MILES TO THE ARKANSAS STATE
 EH2880'POLICE HEADQUARTERS ON THE LEFT AND THE STATION AS
 EH2880'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2062 ***********************************************************************
 EJ2062  DESIGNATION -  ARKAPORT
 EJ2062  PID         -  EJ2062
 EJ2062  STATE/COUNTY-  AR/CLARK
 EJ2062  USGS QUAD   -  ARKADELPHIA (1976)
 EJ2062
 EJ2062                         *CURRENT SURVEY CONTROL
 EJ2062  ___________________________________________________________________
 EJ2062* NAD 83(1997)-  34 06 11.28775(N)    093 03 48.38703(W)     ADJUSTED  
 EJ2062* NAVD 88     -        54.9    (meters)     180.     (feet)  VERTCON   
 EJ2062  ___________________________________________________________________
 EJ2062  X           -    -282,539.413 (meters)                     COMP
 EJ2062  Y           -  -5,279,320.786 (meters)                     COMP
 EJ2062  Z           -   3,555,940.882 (meters)                     COMP
 EJ2062  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 EJ2062  ELLIP HEIGHT-          28.15  (meters)          (09/24/01) GPS OBS
 EJ2062  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ2062
 EJ2062  HORZ ORDER  -  FIRST
 EJ2062  ELLP ORDER  -  FOURTH    CLASS II
 EJ2062
 EJ2062.This mark is at Arkadelphia Airport (M89)
 EJ2062
 EJ2062.The horizontal coordinates were established by GPS observations
 EJ2062.and adjusted by the National Geodetic Survey in September 1999..
 EJ2062
 EJ2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2062
 EJ2062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2062
 EJ2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2062
 EJ2062.The ellipsoidal height was determined by GPS observations
 EJ2062.and is referenced to NAD 83.
 EJ2062
 EJ2062.The geoid height was determined by GEOID03.
 EJ2062
 EJ2062;                    North         East     Units Scale Factor Converg.
 EJ2062;SPC AR S     -   559,831.623   301,882.835   MT  0.99991919   -0 35 42.7
 EJ2062;SPC AR S     - 1,836,714.25    990,427.27   sFT  0.99991919   -0 35 42.7
 EJ2062;UTM  15      - 3,773,593.348   494,148.465   MT  0.99960042   -0 02 08.1
 EJ2062
 EJ2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2062!SPC AR S     -   0.99999558  x   0.99991919  =   0.99991477
 EJ2062!UTM  15      -   0.99999558  x   0.99960042  =   0.99959600
 EJ2062
 EJ2062:                Primary Azimuth Mark                     Grid Az
 EJ2062:SPC AR S     -  ARKAPORT AZ MK                           222 54 28.9
 EJ2062:UTM  15      -  ARKAPORT AZ MK                           222 20 54.3
 EJ2062
 EJ2062|---------------------------------------------------------------------|
 EJ2062| PID    Reference Object                     Distance      Geod. Az  |
 EJ2062|                                                           dddmmss.s |
 EJ2062| EJ2063 ARKAPORT AZ MK                      APPROX. 0.9 KM 2221846.2 |
 EJ2062|---------------------------------------------------------------------|
 EJ2062
 EJ2062                          SUPERSEDED SURVEY CONTROL
 EJ2062
 EJ2062  ELLIP H (09/14/99)   28.17   (m)                       GP(       ) 4 1
 EJ2062  ELLIP H (01/21/93)   27.86   (m)                       GP(       ) 4 2
 EJ2062  NAD 83(1986)-  34 06 11.29774(N)    093 03 48.37730(W) AD(       ) 1
 EJ2062  NGVD 29 (11/13/90)   54.9    (m)          180.     (f) GPS OBS        
 EJ2062
 EJ2062.Superseded values are not recommended for survey control.
 EJ2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2062.See file dsdata.txt to determine how the superseded data were derived.
 EJ2062
 EJ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9414873593(NAD 83)
 EJ2062_MARKER: I = METAL ROD
 EJ2062_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ2062_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ2062_STAMPING: ARKAPORT 1990
 EJ2062_MARK LOGO: NGS   
 EJ2062_PROJECTION: FLUSH
 EJ2062_MAGNETIC: I = MARKER IS A STEEL ROD
 EJ2062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ2062+STABILITY: POSITION/ELEVATION WELL
 EJ2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ2062+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EJ2062_ROD/PIPE-DEPTH: 9.38 meters
 EJ2062_SLEEVE-DEPTH  : .93 meters
 EJ2062
 EJ2062  HISTORY     - Date     Condition        Report By
 EJ2062  HISTORY     - 1990     MONUMENTED       NGS
 EJ2062  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 EJ2062
 EJ2062                          STATION DESCRIPTION
 EJ2062
 EJ2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EJ2062'STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) NORTHEAST OF GURDON, 18.9
 EJ2062'KM (11.7 MI) SOUTHWEST OF DONALDSON, AND 2.0 KM (1.2 MI) SOUTH OF
 EJ2062'ARKADELPHIA.  AT THE ARKADELPHIA MUNICIPAL AIRPORT. OWNERSHIP--CITY
 EJ2062'OF ARKADELPHIA, 610 CADDO STREET,ARKADELPHIA AR 71923.  PHONE IS
 EJ2062'501-246-9864.  AIRPORT MANAGER IS RICHARD LIPE, 610 CADDO STREET,
 EJ2062'ARKADELPHIA AR 71923.  PHONE IS 501-246-8945 OR HOME 501-246-6531.
 EJ2062'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 67 AND STATE HIGHWAYS 7,8
 EJ2062'AND 51 IN THE CENTER OF ARKADELPHIA.  GO SOUTHWEST ON U.S.HIGHWAY 67
 EJ2062'(6TH STREET) FOR 2.32 KM (1.44 MI) TO A PAVED ROAD ON THE LEFT. TURN
 EJ2062'LEFT AND GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.11 KM
 EJ2062'(0.07 MI) TO A LOCKED GATE AND THE AIRPORT OFFICE ON THE LEFT. PASS
 EJ2062'THROUGH THE GATE AND GO SOUTHEAST ACROSS AN APRON FOR 150 FEET TO A
 EJ2062'TAXIWAY AND THE STATION ON THE RIGHT NEAR THE SOUTHEAST EDGE OF THE
 EJ2062'APRON.
 EJ2062'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EJ2062'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, SET 17.1 M
 EJ2062'(56.1 FT) SOUTH OF A METAL END FENCE POST, 15.7 M (51.5 FT)
 EJ2062'SOUTH-SOUTHEAST OF THE SOUTHEAST EDGE OF THE APRON, 5.5 M (18.0 FT)
 EJ2062'NORTHWEST OF THE CENTER OF THE TAXIWAY.
 EJ2062'LOCKED GATE AT AIRPORT.
 EJ2062'DESCRIBED BY R.D.BALL.
 EJ2062
 EJ2062                          STATION RECOVERY (1998)
 EJ2062
 EJ2062'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ2062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2063 ***********************************************************************
 EJ2063  DESIGNATION -  ARKAPORT AZ MK
 EJ2063  PID         -  EJ2063
 EJ2063  STATE/COUNTY-  AR/CLARK
 EJ2063  USGS QUAD   -  ARKADELPHIA (1976)
 EJ2063
 EJ2063                         *CURRENT SURVEY CONTROL
 EJ2063  ___________________________________________________________________
 EJ2063* NAD 83(1997)-  34 05 49.61513(N)    093 04 12.10203(W)     ADJUSTED  
 EJ2063* NAVD 88     -        54.2    (meters)     178.     (feet)  VERTCON   
 EJ2063  ___________________________________________________________________
 EJ2063  X           -    -283,166.413 (meters)                     COMP
 EJ2063  Y           -  -5,279,661.547 (meters)                     COMP
 EJ2063  Z           -   3,555,387.529 (meters)                     COMP
 EJ2063  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 EJ2063  ELLIP HEIGHT-          27.46  (meters)          (09/24/01) GPS OBS
 EJ2063  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ2063
 EJ2063  HORZ ORDER  -  FIRST
 EJ2063  ELLP ORDER  -  FOURTH    CLASS II
 EJ2063
 EJ2063.This mark is at Arkadelphia Airport (M89)
 EJ2063
 EJ2063.The horizontal coordinates were established by GPS observations
 EJ2063.and adjusted by the National Geodetic Survey in September 1999..
 EJ2063
 EJ2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2063
 EJ2063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2063
 EJ2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2063
 EJ2063.The ellipsoidal height was determined by GPS observations
 EJ2063.and is referenced to NAD 83.
 EJ2063
 EJ2063.The geoid height was determined by GEOID03.
 EJ2063
 EJ2063;                    North         East     Units Scale Factor Converg.
 EJ2063;SPC AR S     -   559,170.264   301,268.089   MT  0.99991907   -0 35 56.0
 EJ2063;SPC AR S     - 1,834,544.44    988,410.39   sFT  0.99991907   -0 35 56.0
 EJ2063;UTM  15      - 3,772,926.229   493,540.403   MT  0.99960051   -0 02 21.3
 EJ2063
 EJ2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2063!SPC AR S     -   0.99999569  x   0.99991907  =   0.99991476
 EJ2063!UTM  15      -   0.99999569  x   0.99960051  =   0.99959620
 EJ2063
 EJ2063:                Primary Azimuth Mark                     Grid Az
 EJ2063:SPC AR S     -  ARKAPORT                                 042 54 28.9
 EJ2063:UTM  15      -  ARKAPORT                                 042 20 54.2
 EJ2063
 EJ2063|---------------------------------------------------------------------|
 EJ2063| PID    Reference Object                     Distance      Geod. Az  |
 EJ2063|                                                           dddmmss.s |
 EJ2063| EJ2062 ARKAPORT                            APPROX. 0.9 KM 0421832.9 |
 EJ2063|---------------------------------------------------------------------|
 EJ2063
 EJ2063                          SUPERSEDED SURVEY CONTROL
 EJ2063
 EJ2063  ELLIP H (09/14/99)   27.48   (m)                       GP(       ) 4 1
 EJ2063  NAD 83(1986)-  34 05 49.62512(N)    093 04 12.09231(W) AD(       ) 1
 EJ2063  NGVD 29 (11/13/90)   54.2    (m)          178.     (f) GPS OBS        
 EJ2063
 EJ2063.Superseded values are not recommended for survey control.
 EJ2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2063.See file dsdata.txt to determine how the superseded data were derived.
 EJ2063
 EJ2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9354072926(NAD 83)
 EJ2063_MARKER: I = METAL ROD
 EJ2063_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ2063_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ2063_STAMPING: ARKAPORT AZ MK 1990
 EJ2063_MARK LOGO: NGS   
 EJ2063_PROJECTION: FLUSH
 EJ2063_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ2063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ2063+STABILITY: POSITION/ELEVATION WELL
 EJ2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ2063+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EJ2063_ROD/PIPE-DEPTH: 7.6  meters
 EJ2063_SLEEVE-DEPTH  : .93 meters
 EJ2063
 EJ2063  HISTORY     - Date     Condition        Report By
 EJ2063  HISTORY     - 1990     MONUMENTED       NGS
 EJ2063  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 EJ2063
 EJ2063                          STATION DESCRIPTION
 EJ2063
 EJ2063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EJ2063'STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) NORTHEAST OF GURDON, 18.9
 EJ2063'KM (11.7 MI) SOUTHWEST OF DONALDSON, AND 2.0 KM (1.2 MI) SOUTH OF
 EJ2063'ARKADELPHIA.  AT THE ARKADELPHIA MUNICIPAL AIRPORT. OWNERSHIP--CITY
 EJ2063'OF ARKADELPHIA, 610 CADDO STREET, ARKADELPHIA AR 71923.  PHONE IS
 EJ2063'501-246-9864.  AIRPORT MANAGER IS RICHARD LIPE, 610 CADDO STREET,
 EJ2063'ARKADELPHIA AR 71923.  PHONE IS 501-246-8945 OR HOME 501-246-6531.
 EJ2063'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 67 AND STATE HIGHWAYS  7,8
 EJ2063'AND 51 IN THE CENTER OF ARKADELPHIA.  GO SOUTHWEST ON U.S.HIGHWAY 67
 EJ2063'(6TH STREET) FOR 2.32 KM (1.44 MI) TO A PAVED ROAD ON THE LEFT. TURN
 EJ2063'LEFT AND GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.11 KM
 EJ2063'(0.07 MI) TO A LOCKED GATE AND THE AIRPORT OFFICE ON THE LEFT. PASS
 EJ2063'THROUGH THE GATE AND GO SOUTHEAST ACROSS AN APRON FOR 150 FEET TO A
 EJ2063'TAXIWAY. TURN RIGHT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.75 KM
 EJ2063'(0.47 MI) TO THE STATION ON THE RIGHT AT THE END OF THE PAVEMENT.
 EJ2063'STATION IS A PUNCH HOLE IN THE TOP OF A 5/8-INCH STAINLESS STEEL ROD,
 EJ2063'ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP, SET 6.6 M (21.7 FT)
 EJ2063'NORTHWEST OF THE CENTER OF THE TAXIWAY, 1.8 M (5.9 FT) SOUTHEAST OF A
 EJ2063'WITNESS POST.
 EJ2063'DESCRIBED BY R.D.BALL.
 EJ2063
 EJ2063                          STATION RECOVERY (1998)
 EJ2063
 EJ2063'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ2063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0688 ***********************************************************************
 GF0688  DESIGNATION -  ARKAWANA NORTH BASE
 GF0688  PID         -  GF0688
 GF0688  STATE/COUNTY-  AR/BAXTER
 GF0688  USGS QUAD   -  MIDWAY (1981)
 GF0688
 GF0688                         *CURRENT SURVEY CONTROL
 GF0688  ___________________________________________________________________
 GF0688* NAD 83(1997)-  36 25 34.31750(N)    092 27 33.29815(W)     ADJUSTED  
 GF0688* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 GF0688  ___________________________________________________________________
 GF0688  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GF0688  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0688
 GF0688  HORZ ORDER  -  FIRST
 GF0688
 GF0688.The horizontal coordinates were established by classical geodetic methods
 GF0688.and adjusted by the National Geodetic Survey in September 1999..
 GF0688
 GF0688.The orthometric height was scaled from a topographic map.
 GF0688
 GF0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0688
 GF0688.The geoid height was determined by GEOID03.
 GF0688
 GF0688;                    North         East     Units Scale Factor Converg.
 GF0688;SPC AR N     -   232,293.891   358,814.666   MT  1.00004382   -0 16 02.1
 GF0688;SPC AR N     -   762,117.54  1,177,211.12   sFT  1.00004382   -0 16 02.1
 GF0688;UTM  15      - 4,031,357.698   548,473.186   MT  0.99962895   +0 19 15.9
 GF0688
 GF0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0688!SPC AR N     -   0.99995626  x   1.00004382  =   1.00000008
 GF0688!UTM  15      -   0.99995626  x   0.99962895  =   0.99958523
 GF0688
 GF0688|---------------------------------------------------------------------|
 GF0688| PID    Reference Object                     Distance      Geod. Az  |
 GF0688|                                                           dddmmss.s |
 GF0688| CI0083 ARKAWANA NORTH BASE RM 1             38.679 METERS 03811     |
 GF0688| CI0084 ARKAWANA NORTH BASE RM 2             37.688 METERS 12839     |
 GF0688| CI0082 ARKAWANA NORTH BASE AZ MK                          1820814.4 |
 GF0688|---------------------------------------------------------------------|
 GF0688
 GF0688                          SUPERSEDED SURVEY CONTROL
 GF0688
 GF0688  NAD 83(1986)-  36 25 34.33131(N)    092 27 33.30436(W) AD(       ) 1
 GF0688  NAD 27      -  36 25 34.09300(N)    092 27 32.72700(W) AD(       ) 1
 GF0688
 GF0688.Superseded values are not recommended for survey control.
 GF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0688.See file dsdata.txt to determine how the superseded data were derived.
 GF0688
 GF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4847331358(NAD 83)
 GF0688_MARKER: DS = TRIANGULATION STATION DISK
 GF0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0688
 GF0688  HISTORY     - Date     Condition        Report By
 GF0688  HISTORY     - 1953     MONUMENTED       CGS
 GF0688  HISTORY     - 1965     GOOD             CGS
 GF0688
 GF0688                          STATION DESCRIPTION
 GF0688
 GF0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0688'THE STATION IS IN SEC. 11, T 20 N, R 14 W, 8 MILES NORTHWEST OF
 GF0688'MOUNTAIN HOME, 5 MILES SOUTH OF THE MISSOURI-ARKANSAS STATE LINE,
 GF0688'3 MILES NORTH OF MIDWAY, 126 FEET WEST OF THE CENTER-LINE OF
 GF0688'STATE HIGHWAY 5, 128 FEET SOUTHWEST OF A 4 IN X 4 IN WITNESS POST,
 GF0688'93 FEET WEST OF A WIRE FENCE, AND IN THE CENTER OF A PLOUGHED
 GF0688'FIELD.
 GF0688'
 GF0688'THE STATION MARK IS 12 INCHES UNDERGROUND AND THE DISK IS
 GF0688'STAMPED ARKAWANA N BASE 1953.
 GF0688'
 GF0688'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME, GO
 GF0688'NORTH ON U.S. HIGHWAY 62 FOR 0.35 MILE TO THE JUNCTION WITH
 GF0688'STATE HIGHWAY 5, TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 5
 GF0688'FOR 6.35 MILE TO THE JUNCTION WITH STATE HIGHWAY 126, CONTINUE
 GF0688'NORTH ON STATE HIGHWAY 5 FOR 2.4 MILE TO THE AZIMUTH MARK ON
 GF0688'THE RIGHT AS DESCRIBED, CONTINUE NORTH ON THE HIGHWAY FOR
 GF0688'0.5 MILE TO THE STATION MARK ON THE LEFT.
 GF0688'
 GF0688'REFERENCE MARK NO. 1 IS 34 FEET WEST OF THE CENTER OF THE
 GF0688'HIGHWAY, 5 FEET SOUTH OF THE WITNESS POST, AND 1 FOOT WEST OF THE
 GF0688'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0688'ARKAWANA N BASE NO 1 1953.
 GF0688'
 GF0688'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE CENTER OF THE
 GF0688'HIGHWAY AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 4
 GF0688'INCHES AND THE DISK IS STAMPED ARKAWANA N BASE NO 2 1953.
 GF0688'
 GF0688'THE AZIMUTH MARK IS 100 FEET WEST OF A FARMHOUSE, 48 FEET
 GF0688'NORTH-NORTHWEST OF A 3-FOOT OAK TREE, AND 31 FEET EAST OF THE
 GF0688'CENTER OF THE HIGHWAY.  THE MARK PROJECTS 1 INCH AND THE DISK
 GF0688'IS STAMPED ARKAWANA N BASE 1953.
 GF0688'
 GF0688'THERE IS NO WITNESS POST AT THE AZIMUTH MARK.
 GF0688'
 GF0688'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 GF0688
 GF0688                          STATION RECOVERY (1965)
 GF0688
 GF0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0688'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0688'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0684 ***********************************************************************
 GF0684  DESIGNATION -  ARKAWANA SOUTH BASE
 GF0684  PID         -  GF0684
 GF0684  STATE/COUNTY-  AR/BAXTER
 GF0684  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0684
 GF0684                         *CURRENT SURVEY CONTROL
 GF0684  ___________________________________________________________________
 GF0684* NAD 83(1997)-  36 22 12.12642(N)    092 27 40.29864(W)     ADJUSTED  
 GF0684* NAVD 88     -       283.3    (meters)     929.     (feet)  VERTCON   
 GF0684  ___________________________________________________________________
 GF0684  X           -    -220,809.912 (meters)                     COMP
 GF0684  Y           -  -5,137,219.249 (meters)                     COMP
 GF0684  Z           -   3,761,482.949 (meters)                     COMP
 GF0684  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GF0684  ELLIP HEIGHT-         254.98  (meters)          (09/24/01) GPS OBS
 GF0684  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0684
 GF0684  HORZ ORDER  -  FIRST
 GF0684  ELLP ORDER  -  FOURTH    CLASS II
 GF0684
 GF0684.The horizontal coordinates were established by classical geodetic methods
 GF0684.and adjusted by the National Geodetic Survey in September 1999..
 GF0684
 GF0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0684
 GF0684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0684
 GF0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0684
 GF0684.The ellipsoidal height was determined by GPS observations
 GF0684.and is referenced to NAD 83.
 GF0684
 GF0684.The geoid height was determined by GEOID03.
 GF0684
 GF0684;                    North         East     Units Scale Factor Converg.
 GF0684;SPC AR N     -   226,062.207   358,611.086   MT  1.00002988   -0 16 06.1
 GF0684;SPC AR N     -   741,672.42  1,176,543.20   sFT  1.00002988   -0 16 06.1
 GF0684;UTM  15      - 4,025,126.796   548,333.636   MT  0.99962878   +0 19 10.3
 GF0684
 GF0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0684!SPC AR N     -   0.99995998  x   1.00002988  =   0.99998986
 GF0684!UTM  15      -   0.99995998  x   0.99962878  =   0.99958878
 GF0684
 GF0684|---------------------------------------------------------------------|
 GF0684| PID    Reference Object                     Distance      Geod. Az  |
 GF0684|                                                           dddmmss.s |
 GF0684| CI0086 ARKAWANA SOUTH BASE RM 1             34.332 METERS 22652     |
 GF0684| GF1020 HOMEPORT                            APPROX. 0.5 KM 2770049.8 |
 GF0684| CI0087 ARKAWANA SOUTH BASE RM 2             28.254 METERS 29456     |
 GF0684| CI0088 ARKAWANA SOUTH BASE RM 3             20.829 METERS 34551     |
 GF0684| CI0085 ARKAWANA SOUTH BASE AZ MK                          3560928.5 |
 GF0684|---------------------------------------------------------------------|
 GF0684
 GF0684                          SUPERSEDED SURVEY CONTROL
 GF0684
 GF0684  ELLIP H (09/14/99)  255.02   (m)                       GP(       ) 4 1
 GF0684  NAD 83(1986)-  36 22 12.14033(N)    092 27 40.30463(W) AD(       ) 1
 GF0684  NAD 27      -  36 22 11.89900(N)    092 27 39.72800(W) AD(       ) 1
 GF0684  NGVD 29 (07/16/90)  283.2    (m)          929.     (f) GPS OBS        
 GF0684
 GF0684.Superseded values are not recommended for survey control.
 GF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0684.See file dsdata.txt to determine how the superseded data were derived.
 GF0684
 GF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4833425127(NAD 83)
 GF0684_MARKER: DS = TRIANGULATION STATION DISK
 GF0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0684_SP_SET: CONCRETE POST
 GF0684_STAMPING: ARKAWANA S BASE 1953
 GF0684_MARK LOGO: CGS   
 GF0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0684+STABILITY: SURFACE MOTION
 GF0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0684+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 GF0684
 GF0684  HISTORY     - Date     Condition        Report By
 GF0684  HISTORY     - 1953     MONUMENTED       CGS
 GF0684  HISTORY     - 1953     GOOD             CGS
 GF0684  HISTORY     - 1965     GOOD             CGS
 GF0684  HISTORY     - 19890920 GOOD             NGS
 GF0684  HISTORY     - 19900402 GOOD             NGS
 GF0684  HISTORY     - 20060927 GOOD             JCLS
 GF0684
 GF0684                          STATION DESCRIPTION
 GF0684
 GF0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0684'THE STATION IS IN SECTION 34, T 20 N, R 14 W, ABOUT 4.25 MILES WEST
 GF0684'AND 2.25 MILES NORTH OF MOUNTAIN HOME, 1 MILE SOUTH OF THE
 GF0684'JUNCTION OF STATE HIGHWAYS 5 AND 126, 85 FEET SOUTH-SOUTHEAST
 GF0684'OF A SMALL LONE PINE TREE, 52 FEET EAST OF THE CENTER OF STATE
 GF0684'HIGHWAY 126, AND 26 FEET EAST OF A WIRE FENCE.
 GF0684'
 GF0684'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME, GO
 GF0684'NORTH ON U.S. HIGHWAY 62 FOR 0.35 MILE TO THE JUNCTION OF STATE
 GF0684'HIGHWAY 5 ON THE LEFT, TURN LEFT AND GO NORTHEAST ON STATE
 GF0684'HIGHWAY 5 FOR 6.35 MILES TO THE JUNCTION OF STATE HIGHWAY 126
 GF0684'ON THE LEFT, TURN SHARP LEFT (SOUTH) AND FOLLOW STATE HIGHWAY 126
 GF0684'FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 GF0684'BELOW, CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.25 MILE TO THE
 GF0684'STATION ON THE LEFT.
 GF0684'
 GF0684'THE STATION IS 20 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GF0684'DISK IS STAMPED ARKAWANA S BASE 1953.
 GF0684'
 GF0684'REFERENCE MARK 1 IS 42 FEET NORTH OF A POWERLINE POLE, 31 FEET
 GF0684'WEST OF THE CENTER OF THE HIGHWAY AND 2 FEET EAST OF A WIRE FENCE.
 GF0684'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ARKAWANA S
 GF0684'BASE NO 1 1953.
 GF0684'
 GF0684'REFERENCE MARK 2 IS 31 FEET WEST OF THE CENTER OF THE HIGHWAY,
 GF0684'2 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 2 FEET
 GF0684'EAST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 GF0684'IS STAMPED ARKAWANA S BASE NO 2 1953.
 GF0684'
 GF0684'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF THE HIGHWAY,
 GF0684'6 FEET SOUTH OF A POWERLINE POLE, 2.5 FEET SOUTH OF A WHITE 4 IN X
 GF0684'4 IN WITNESS POST AND 1 FOOT EAST OF A FENCE CORNER.  THE MARK
 GF0684'PROJECTS 3 INCHES AND THE DISK IS STAMPED ARKAWANA S BASE 1953.
 GF0684'
 GF0684'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF 12-INCH SQUARE
 GF0684'CONCRETE POSTS.
 GF0684'
 GF0684'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GF0684
 GF0684                          STATION RECOVERY (1953)
 GF0684
 GF0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GF0684'RECOVERED IN GOOD CONDITION.
 GF0684
 GF0684                          STATION RECOVERY (1965)
 GF0684
 GF0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0684'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK RECOVERED AS
 GF0684'DESCRIBED AND FOUND IN GOOD CONDITION.  R.M. NO. 2 HAD BEEN
 GF0684'DESTROYED BY ROAD CONSTRUCTION.  ONE NEW REFERENCE MARK WAS
 GF0684'ESTABLISHED TO REPLACE THE ONE THAT HAD BEEN DESTROYED.
 GF0684'
 GF0684'THE STATION IS 52 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 GF0684'126, 14.7 FEET EAST OF A METAL WITNESS POST THAT WAS SET IN
 GF0684'FENCE LINE AND IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 GF0684'
 GF0684'R.M. NO. 1 IS SOUTHWEST OF THE STATION, 31 FEET WEST OF THE
 GF0684'CENTERLINE OF THE HIGHWAY, 8-1/2 FEET EAST OF THE RIGHT OF WAY
 GF0684'FENCE AND IS FLUSH WITH THE GROUND.
 GF0684'
 GF0684'R.M. NO. 3 IS NORTH OF THE STATION, 38 FEET EAST OF THE
 GF0684'CENTERLINE OF THE HIGHWAY AND 3/4 FOOT WEST OF THE RIGHT OF WAY
 GF0684'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0684'ARKAWANA S BASE NO 3 1953.  THIS MARK IS ALSO 39 FEET SOUTH
 GF0684'OF THE CENTER OF A WIRE GATE.
 GF0684'
 GF0684'THE AZIMUTH MARK IS NORTH OF THE STATION, 30 FEET WEST OF THE
 GF0684'CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF A POWERLINE POLE
 GF0684'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 GF0684'
 GF0684'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND
 GF0684'126, ABOUT 6.5 MILES NORTHWEST OF MOUNTAIN HOME, GO SOUTH ON STATE
 GF0684'HIGHWAY 126 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 GF0684'CONTINUE SOUTH FOR 0.25 MILE TO STATION ON LEFT AS DESCRIBED.
 GF0684
 GF0684                          STATION RECOVERY (1989)
 GF0684
 GF0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0684'STATION MARK WAS RECOVERED IN GOOD CONDITION. OTHER MARKS NOT SEARCHED
 GF0684'FOR. STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF MOUNTIAN
 GF0684'HOME, 10 KM (6.20 MI) NORTH OF GRASSVILLE IN A SMALL FIELD ADJACENT TO
 GF0684'A MOUNTAIN HOME WATER TANK ACROSS THE HIGHWAY FROM THE ENTRANCE TO THE
 GF0684'BAXTER COUNTY REGIONAL AIRPORT IN THE NORTHWEST CORNER OF SECTION 35,
 GF0684'T20N, R14W. OWNERSHIP--BAXTER COUNTY.
 GF0684'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 62 AND STATE
 GF0684'HIGHWAY 126 ON THE EAST SIDE OF GRASSVILLE, GO NORTH ON HIGHWAY 126
 GF0684'FOR 6.39 KM (3.95 MI) TO ITS JUNCTION WITH STATE HIGHWAY 178 ON THE
 GF0684'RIGHT. CONTINUE AHEAD FOR 3.54 KM (2.20 MI) TO THE WATER TANK AND THE
 GF0684'STATION ON THE RIGHT.
 GF0684'STATION MARK IS SET IN THE TOP OF A CONCRETE POST 0.55 M (1.8 FT)
 GF0684'BELOW GROUND. IT IS 16.2 M (53.1 FT) EAST OF, AND LEVEL WITH THE
 GF0684'HIGHWAY CENTER, 4.4 M (14.4 FT) EAST OF A METAL WITNESS POST IN A
 GF0684'BRUSH LINE, 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS POST, 23.1 M
 GF0684'(75.8 FT) SOUTH-SOUTHEAST OF A UTILITY GUY POLE WITH WIRE ACROSS THE
 GF0684'HIGHWAY, 27.2 M (89.2 FT) WEST-SOUTHWEST OF A BOLT ON THE NORTH SIDE
 GF0684'OF THE TANK RISER, AND 35 M (114.8 FT) SOUTH OF AND ACROSS THE HIGHWAY
 GF0684'FROM A GRAVEL ROAD AIRPORT ENTRANCE.
 GF0684
 GF0684                          STATION RECOVERY (1990)
 GF0684
 GF0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GF0684'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 GF0684'SEARCHED FOR.  STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTHWEST OF
 GF0684'MOUNTAIN HOME, 10 KM (6.2 MI) NORTH OF GASSVILLE, IN A SMALL FIELD
 GF0684'ADJACENT TO A MOUNTAIN HOME WATER TANK, ACROSS THE HIGHWAY FROM THE
 GF0684'ENTRANCE TO THE BAXTER COUNTY REGIONAL AIRPORT, IN THE NORTHWEST
 GF0684'CORNER OF SECTION 35, T 20 N, R 14 W. OWNERSHIP--BAXTER COUNTY.
 GF0684'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 126 ON
 GF0684'THE EAST SIDE OF GASSVILLE, GO NORTH ON STATE HIGHWAY 126 FOR 6.39 KM
 GF0684'(3.97 MI) TO ITS JUNCTION WITH STATE HIGHWAY 178 ON THE RIGHT.
 GF0684'CONTINUE AHEAD FOR 3.54 KM (2.20 MI) TO THE WATER TANK AND THE
 GF0684'STATION ON THE RIGHT.
 GF0684'STATION MARK IS SET IN THE TOP OF A CONCRETE POST 0.55 M (1.80 FT)
 GF0684'BELOW GROUND.  IT IS 16.2 M (53.1 FT) EAST OF, AND LEVEL WITH THE
 GF0684'HIGHWAY CENTER, 4.4 M (14.4 FT) EAST OF A METAL WITNESS POST IN A
 GF0684'BRUSH LINE, 0.5 M (1.6 FT)  NORTH OF A FIBERGLASS WITNESS POST, 23.1
 GF0684'M (75.8 FT) SOUTH-SOUTHEAST OF A UTILITY GUY POLE WITH WIRE ACROSS
 GF0684'THE HIGHWAY, 27.2 M (89.2 FT) WEST-SOUTHWEST OF A BOLT ON THE NORTH
 GF0684'SIDE OF THE TANK RISER, AND 35 M (114.8 FT) SOUTH OF, AND ACROSS
 GF0684'HIGHWAY FROM THE GRAVEL ROAD AIRPORT ENTRANCE.
 GF0684'DESCRIBED BY R.D.BALL
 GF0684
 GF0684                          STATION RECOVERY (2006)
 GF0684
 GF0684'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GF0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0874 ***********************************************************************
 GE0874  DESIGNATION -  ARKMO
 GE0874  PID         -  GE0874
 GE0874  STATE/COUNTY-  AR/SHARP
 GE0874  USGS QUAD   -  WIRTH (1968)
 GE0874
 GE0874                         *CURRENT SURVEY CONTROL
 GE0874  ___________________________________________________________________
 GE0874* NAD 83(1997)-  36 29 49.56651(N)    091 25 59.22705(W)     ADJUSTED  
 GE0874* NAVD 88     -       277.94   (+/-2cm)     911.9    (feet)  VERTCON   
 GE0874  ___________________________________________________________________
 GE0874  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GE0874  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE0874
 GE0874  HORZ ORDER  -  THIRD
 GE0874  VERT ORDER  -  THIRD ? (See Below)
 GE0874
 GE0874.The horizontal coordinates were established by classical geodetic methods
 GE0874.and adjusted by the National Geodetic Survey in September 1999..
 GE0874
 GE0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0874.The vertical order pertains to the NGVD 29 superseded value.
 GE0874
 GE0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0874
 GE0874.The geoid height was determined by GEOID03.
 GE0874
 GE0874;                    North         East     Units Scale Factor Converg.
 GE0874;SPC AR N     -   240,212.354   450,792.328   MT  1.00006279   +0 19 47.5
 GE0874;SPC AR N     -   788,096.70  1,478,974.50   sFT  1.00006279   +0 19 47.5
 GE0874;SPC MO E     -    74,053.124   166,402.242   MT  1.00001941   -0 33 18.1
 GE0874;UTM  15      - 4,040,228.071   640,332.868   MT  0.99984263   +0 55 55.6
 GE0874
 GE0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0874!SPC AR N     -   0.99996085  x   1.00006279  =   1.00002364
 GE0874!SPC MO E     -   0.99996085  x   1.00001941  =   0.99998026
 GE0874!UTM  15      -   0.99996085  x   0.99984263  =   0.99980349
 GE0874
 GE0874:                Primary Azimuth Mark                     Grid Az
 GE0874:SPC AR N     -  ARKMO AZ MK                              002 27 10.7
 GE0874:SPC MO E     -  ARKMO AZ MK                              003 20 16.3
 GE0874:UTM  15      -  ARKMO AZ MK                              001 51 02.6
 GE0874
 GE0874|---------------------------------------------------------------------|
 GE0874| PID    Reference Object                     Distance      Geod. Az  |
 GE0874|                                                           dddmmss.s |
 GE0874| CI0089 ARKMO AZ MK                                        0024658.2 |
 GE0874| CI0091 ARKMO RM 2                           23.711 METERS 20804     |
 GE0874| CI0090 ARKMO RM 1                           26.436 METERS 33239     |
 GE0874|---------------------------------------------------------------------|
 GE0874
 GE0874                          SUPERSEDED SURVEY CONTROL
 GE0874
 GE0874  NAD 83(1986)-  36 29 49.57389(N)    091 25 59.22565(W) AD(       ) 3
 GE0874  NAD 27      -  36 29 49.35190(N)    091 25 58.72840(W) AD(       ) 3
 GE0874  NGVD 29 (07/19/86)  277.81   (m)          911.4    (f) LEVELING    3  
 GE0874
 GE0874.Superseded values are not recommended for survey control.
 GE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0874.See file dsdata.txt to determine how the superseded data were derived.
 GE0874
 GE0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4033340228(NAD 83)
 GE0874_MARKER: DS = TRIANGULATION STATION DISK
 GE0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0874
 GE0874  HISTORY     - Date     Condition        Report By
 GE0874  HISTORY     - 1955     MONUMENTED       CGS
 GE0874
 GE0874                          STATION DESCRIPTION
 GE0874
 GE0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0874'STATION IS ALONG THE MISSOURI-ARKANSAS STATE LINE, ABOUT
 GE0874'13-1/4 MILES NORTH OF HARDY, ARKANSAS AND 9-1/4 MILES WEST
 GE0874'OF MYRTLE, MISSOURI, IN THE FARMYARD OF MR. L.A. BROWN.
 GE0874'
 GE0874'TO REACH THE STATION FROM THE POST OFFICE IN MYRTLE, GO
 GE0874'WEST ON COUNTY ROAD V FOR 7.8 MILES TO THE POINT WHERE COUNTY
 GE0874'ROAD V TURNS TO RIGHT (NORTH) AND A GRAVEL SIDE ROAD MAKES
 GE0874'A SHARP TURN TO THE LEFT.  TURN LEFT (SOUTHEAST) FOR ABOUT
 GE0874'75 FEET, CROSSING A SMALL BRIDGE.  TURN RIGHT AND GO WEST FOR 1.8
 GE0874'MILES TO SIDE ROAD ON THE LEFT, TURN LEFT (SOUTH) AND GO
 GE0874'0.4 MILE TO AZIMUTH MARK ON THE LEFT.  CONTINUE DUE SOUTH FOR
 GE0874'0.6 MILE TO T-JUNCTION WITH GRAVEL ROAD AND STATION AS
 GE0874'DESCRIBED.
 GE0874'
 GE0874'STATION MARK IS ABOUT 150 YARDS SOUTH OF A STONE FARMHOUSE,
 GE0874'46 FEET SOUTH OF THE APPROXIMATE CENTER OF THE ROAD INTERSECTION,
 GE0874'AND 36 FEET EAST OF A FENCE CORNER.  THE MARK IS FLUSH WITH
 GE0874'THE GROUND, AND THE DISK IS STAMPED ARKMO 1955.
 GE0874'
 GE0874'REFERENCE MARK 1 IS 60 FEET WEST OF THE CENTER OF THE JUNCTION
 GE0874'OF THE GRAVELED ROADS AND 3 FEET EAST OF A WIRE FENCE.  THE
 GE0874'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ARKMO NO 1
 GE0874'1955.
 GE0874'
 GE0874'REFERENCE MARK 2 IS 2 FEET EAST OF A FENCE, PROJECTS 6 INCHES
 GE0874'AND THE DISK IS STAMPED ARKMO NO 2 1955.
 GE0874'
 GE0874'THE AZIMUTH MARK IS 11 FEET EAST OF THE CENTER OF THE GRAVEL
 GE0874'ROAD, 3 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST AND
 GE0874'1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 8 INCHES, AND
 GE0874'THE DISK IS STAMPED ARKMO 1955.  APPROXIMATELY TWO HOURS OF
 GE0874'CLEARING ARE NECESSARY IN ORDER THAT THIS MARK BE MADE VISIBLE
 GE0874'FROM THE STATION.
 GE0874'
 GE0874'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1363 ***********************************************************************
 DL1363  DESIGNATION -  ARLA
 DL1363  PID         -  DL1363
 DL1363  STATE/COUNTY-  AR/UNION
 DL1363  USGS QUAD   -  WESSON (1976)
 DL1363
 DL1363                         *CURRENT SURVEY CONTROL
 DL1363  ___________________________________________________________________
 DL1363* NAD 83(1997)-  33 00 54.62502(N)    092 47 44.73776(W)     ADJUSTED  
 DL1363* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 DL1363  ___________________________________________________________________
 DL1363  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DL1363  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL1363
 DL1363  HORZ ORDER  -  FIRST
 DL1363
 DL1363.The horizontal coordinates were established by classical geodetic methods
 DL1363.and adjusted by the National Geodetic Survey in September 1999..
 DL1363
 DL1363.The orthometric height was scaled from a topographic map.
 DL1363
 DL1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1363
 DL1363.The geoid height was determined by GEOID03.
 DL1363
 DL1363;                    North         East     Units Scale Factor Converg.
 DL1363;SPC AR S     -   438,944.213   325,641.503   MT  1.00007534   -0 26 43.4
 DL1363;SPC AR S     - 1,440,102.81  1,068,375.50   sFT  1.00007534   -0 26 43.4
 DL1363;SPC LA N     -   278,926.399   972,362.288   MT  1.00009806   -0 09 22.9
 DL1363;SPC LA N     -   915,111.03  3,190,158.61   sFT  1.00009806   -0 09 22.9
 DL1363;UTM  15      - 3,652,987.620   519,075.954   MT  0.99960449   +0 06 40.6
 DL1363
 DL1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1363!SPC AR S     -   0.99999298  x   1.00007534  =   1.00006832
 DL1363!SPC LA N     -   0.99999298  x   1.00009806  =   1.00009104
 DL1363!UTM  15      -   0.99999298  x   0.99960449  =   0.99959748
 DL1363
 DL1363|---------------------------------------------------------------------|
 DL1363| PID    Reference Object                     Distance      Geod. Az  |
 DL1363|                                                           dddmmss.s |
 DL1363| DL1364 TT 7 Y                               12.185 METERS 00530     |
 DL1363| CY5188 ARLA RM 1                            28.135 METERS 05306     |
 DL1363| DL1351 JUNCTION CITY LOT 8 7 AFC           APPROX.11.8 KM 0564500.1 |
 DL1363| DL1352 JUNCTION CITY MUNICIPAL TANK        APPROX. 6.7 KM 0891454.6 |
 DL1363| CQ2960 CORNEY LAKE LOOKOUT TOWER LFC       APPROX. 9.0 KM 1624841.5 |
 DL1363| CQ2967 GRAY                                APPROX.13.6 KM 2151131.9 |
 DL1363| CY5187 ARLA AZ MK                                         3021850.6 |
 DL1363| CY5189 ARLA RM 2                            24.471 METERS 32131     |
 DL1363| DL1365 LOOKOUT TOWER 87 AFC                APPROX. 3.5 KM 3594329.0 |
 DL1363|---------------------------------------------------------------------|
 DL1363
 DL1363                          SUPERSEDED SURVEY CONTROL
 DL1363
 DL1363  NAD 83(1997)-  33 00 54.63353(N)    092 47 44.73152(W) AD(       ) 1
 DL1363  NAD 83(1997)-  33 00 54.63428(N)    092 47 44.73048(W) AD(       ) 1
 DL1363  NAD 83(1986)-  33 00 54.63750(N)    092 47 44.72876(W) AD(       ) 1
 DL1363  NAD 27      -  33 00 54.13400(N)    092 47 44.15400(W) AD(       ) 1
 DL1363
 DL1363.Superseded values are not recommended for survey control.
 DL1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1363.See file dsdata.txt to determine how the superseded data were derived.
 DL1363
 DL1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1907652988(NAD 83)
 DL1363_MARKER: DS = TRIANGULATION STATION DISK
 DL1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1363
 DL1363  HISTORY     - Date     Condition        Report By
 DL1363  HISTORY     - 1941     MONUMENTED       CGS
 DL1363  HISTORY     - 1952     GOOD             CGS
 DL1363  HISTORY     - 1964     GOOD             CGS
 DL1363
 DL1363                          STATION DESCRIPTION
 DL1363
 DL1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1363'STATION IS LOCATED ABOUT 4 MILES DUE WEST OF JUNCTION CITY, NEAR
 DL1363'THE ARKANSAS-LOUISIANA BOUNDARY LINE, ON LAND OWNED BY W.H. SIMS
 DL1363'OF JUNCTION CITY.
 DL1363'
 DL1363'TO REACH THE STATION FROM JUNCTION CITY, GO WEST ON THE STATE LINE
 DL1363'ROAD FOR 4.2 MILES TO THE STATION ON THE NORTH SIDE OF THE ROAD JUST
 DL1363'SOUTH OF A HOUSE.
 DL1363'
 DL1363'STATION MARK IS STAMPED ARLA 1941 AND PROJECTS 4 INCHES.  IT IS
 DL1363'40 FEET SOUTH OF A 36-INCH OAK TREE, 20 FEET NORTH OF A 12-INCH
 DL1363'OAK TREE, 16 FEET EAST OF A 10-INCH OAK TREE, 51 FEET NORTH OF
 DL1363'THE CENTER OF THE STATE LINE ROAD AND 12.185 METERS SOUTH OF T T
 DL1363'STA. NO. 7 Y 1927, (USGS), AND 6 FEET EAST OF A WHITE REFERENCE
 DL1363'POST.
 DL1363'
 DL1363'R.M. NO. 1 IS STAMPED ARLA NO. 1 1941 AND PROJECTS 4 INCHES.  IT IS
 DL1363'27 FEET SOUTH OF A 30-INCH OAK TREE AND 60 FEET SOUTH OF THE
 DL1363'SOUTHEAST CORNER OF A NEGRO HOUSE.
 DL1363'
 DL1363'R.M. NO. 2 IS STAMPED ARLA NO. 2 1941 AND PROJECTS 6 INCHES.  IT IS
 DL1363'1 FOOT EAST OF A FENCE, 48 FEET WEST OF A 36-INCH OAK TREE.
 DL1363'
 DL1363'THE AZIMUTH MARK IS STAMPED ARLA 1941 AND PROJECTS 6 INCHES.  IT
 DL1363'IS 2.5 FEET WEST OF A WHITE REFERENCE POST, 9 FEET SOUTH OF A
 DL1363'30-INCH OAK TREE AND 39 FEET SOUTH OF A NEGRO SHACK.
 DL1363'
 DL1363'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE STATE
 DL1363'LINE ROAD FOR 0.15 MILE TO A BOARD GATE ON THE RIGHT, TURN RIGHT
 DL1363'THROUGH GATE AND GO 0.05 MILE TO A FORK.  TAKE LEFT FORK AND GO
 DL1363'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT NEAR A NEGRO SHACK.
 DL1363'
 DL1363'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 DL1363
 DL1363                          STATION RECOVERY (1952)
 DL1363
 DL1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1363'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 DL1363'CONDITION.  TT STATION NO. 7Y 1927 (USGS) WAS FOUND TO HAVE BEEN
 DL1363'HIT BY SOME FARM EQUIPMENT AND THE MONUMENT WAS BROKEN OFF WITH
 DL1363'THE SURFACE OF THE GROUND.  A NEW DISCRIPTION FOLLOWS.
 DL1363'
 DL1363'THE STATION IS 4 MILES WEST OF JUNCTION CITY AND ON LAND OWNED BY
 DL1363'W.H. SIMS.  IT IS 113 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DL1363'FARMHOUSE, 51 FEET NORTH OF THE CENTER OF THE STATE LINE ROAD,
 DL1363'40 FEET SOUTH OF A 40-INCH OAK TREE, 20 FEET NORTH OF A 15-INCH
 DL1363'OAK TREE AND 6 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1363'
 DL1363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 DL1363'THE STATE LINE ROAD IN JUNCTION CITY, GO WEST ON THE STATE LINE
 DL1363'ROAD FOR 4.2 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 DL1363'
 DL1363'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE STATE
 DL1363'LINE ROAD FOR 0.15 MILE TO A FARM ROAD ON THE RIGHT, TURN RIGHT
 DL1363'NORTH THROUGH A BOARD GATE AND GO FOR 0.05 MILE TO A Y-JUNCTION,
 DL1363'CONTINUE ON THE LEFT ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 DL1363'LEFT AS DESCRIBED BELOW.
 DL1363'
 DL1363'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ARLA 1941
 DL1363'
 DL1363'REFERENCE MARK 1 IS 60 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DL1363'FARMHOUSE AND 27 FEET SOUTH OF A 34-INCH OAK TREE.  THE MARK
 DL1363'PROJECTS 4 INCHES AND THE DISK IS STAMPED ARLA NO 1 1941.
 DL1363'
 DL1363'REFERENCE MARK 2 IS 48 FEET WEST OF 40-INCH OAK TREE AND 1 FOOT
 DL1363'WEST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 DL1363'IS STAMPED ARLA NO 2 1941.
 DL1363'
 DL1363'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 DL1363'SMALL HOUSE AND 27 FEET SOUTH OF A 33-INCH OAK TREE.  THE MARK
 DL1363'PROJECTS 6 INCHES AND THE DISK IS STAMPED ARLA 1941.
 DL1363'
 DL1363'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 33 METERS.
 DL1363
 DL1363                          STATION RECOVERY (1964)
 DL1363
 DL1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1363'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 DL1363'CONDITION.  THE FARMHOUSE, DESCRIBED AS BEING NEAR THE STATION, IS
 DL1363'GONE BUT SOME OLD FARM BUILDINGS REMAIN AT THE SITE.
 DL1363'
 DL1363'THE AZIMUTH MARK WAS NOT RECOVERED BUT IT IS PROBABLY STILL IN
 DL1363'PLACE.  SOME OF THE REFERENCE POINTS WERE GONE AND IT WAS
 DL1363'DIFFICULT TO DETERMINE WHERE TO SEARCH FOR THIS MARK.  THE AZIMUTH
 DL1363'MARK WOULD NOT BE VISABLE FROM THE GROUND AT THE STATION, IF IT
 DL1363'WAS IN PLACE, DUE TO A THICK GROWTH OF TIMBER.
 DL1363'
 DL1363'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0869 ***********************************************************************
 GE0869  DESIGNATION -  ARMSTRONG
 GE0869  PID         -  GE0869
 GE0869  STATE/COUNTY-  AR/SHARP
 GE0869  USGS QUAD   -  WILLIFORD (1981)
 GE0869
 GE0869                         *CURRENT SURVEY CONTROL
 GE0869  ___________________________________________________________________
 GE0869* NAD 83(1997)-  36 21 46.25915(N)    091 17 33.99654(W)     ADJUSTED  
 GE0869* NAVD 88     -       237.79   (+/-2cm)     780.1    (feet)  VERTCON   
 GE0869  ___________________________________________________________________
 GE0869  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 GE0869  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GE0869
 GE0869  HORZ ORDER  -  SECOND
 GE0869  VERT ORDER  -  THIRD ? (See Below)
 GE0869
 GE0869.The horizontal coordinates were established by classical geodetic methods
 GE0869.and adjusted by the National Geodetic Survey in September 1999..
 GE0869
 GE0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0869.The vertical order pertains to the NGVD 29 superseded value.
 GE0869
 GE0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0869
 GE0869.The geoid height was determined by GEOID03.
 GE0869
 GE0869;                    North         East     Units Scale Factor Converg.
 GE0869;SPC AR N     -   225,395.879   463,473.706   MT  1.00002817   +0 24 41.5
 GE0869;SPC AR N     -   739,486.31  1,520,579.98   sFT  1.00002817   +0 24 41.5
 GE0869;UTM  15      - 4,025,548.199   653,166.811   MT  0.99988905   +1 00 44.7
 GE0869
 GE0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0869!SPC AR N     -   0.99996715  x   1.00002817  =   0.99999532
 GE0869!UTM  15      -   0.99996715  x   0.99988905  =   0.99985620
 GE0869
 GE0869|---------------------------------------------------------------------|
 GE0869| PID    Reference Object                     Distance      Geod. Az  |
 GE0869|                                                           dddmmss.s |
 GE0869| CI0096 ARMSTRONG RM 1                       28.228 METERS 08728     |
 GE0869| CI0095 ARMSTRONG AZ MK                                    1823838.2 |
 GE0869| CI0097 ARMSTRONG RM 2                       23.714 METERS 19211     |
 GE0869| GE0875 LOOKOUT TOWER 214 4                 APPROX.12.5 KM 2840524.3 |
 GE0869|---------------------------------------------------------------------|
 GE0869
 GE0869                          SUPERSEDED SURVEY CONTROL
 GE0869
 GE0869  NAD 83(1986)-  36 21 46.26762(N)    091 17 33.99567(W) AD(       ) 2
 GE0869  NAD 27      -  36 21 46.03210(N)    091 17 33.51640(W) AD(       ) 2
 GE0869  NGVD 29 (07/19/86)  237.68   (m)          779.8    (f) LEVELING    3  
 GE0869
 GE0869.Superseded values are not recommended for survey control.
 GE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0869.See file dsdata.txt to determine how the superseded data were derived.
 GE0869
 GE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5316725548(NAD 83)
 GE0869_MARKER: DS = TRIANGULATION STATION DISK
 GE0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0869
 GE0869  HISTORY     - Date     Condition        Report By
 GE0869  HISTORY     - 1965     MONUMENTED       CGS
 GE0869
 GE0869                          STATION DESCRIPTION
 GE0869
 GE0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WFD)
 GE0869'THE STATION IS LOCATED ON THE PROPERTY OF MR. ROY STURGESS,
 GE0869'ABOUT 11-1/2 MILES EAST-NORTHEAST OF HARDY, 5-1/4 MILES NORTHWEST
 GE0869'OF RAVENDEN SPRINGS, 52 FEET WEST OF THE CENTER OF A TRACK
 GE0869'ROAD, 6 FEET NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST
 GE0869'AND ABOUT 0.1 MILE NORTHWEST OF A GRAVEL ROAD.
 GE0869'
 GE0869'TO REACH THE STATION FROM THE POST OFFICE IN RAVENDEN SPRINGS,
 GE0869'GO NORTHWESTERLY ON THE MAIN GRAVELED ROAD FOR 0.6 MILE TO
 GE0869'A SIDE ROAD ON THE LEFT, TURN LEFT AND GO WEST FOR 0.7 MILE
 GE0869'TO A CROSS ROAD, TURN RIGHT AND GO 1.8 MILES TO A FORK, TAKE
 GE0869'RIGHT ROAD AND GO 0.6 MILE TO A SIDE ROAD ON THE LEFT AND
 GE0869'A CHURCH UP ON A HILL TO THE RIGHT, TURN LEFT AND GO WESTERLY
 GE0869'ON THE SIDE ROAD FOR 1.0 MILE TO A REVERSE FORK, BEAR RIGHT
 GE0869'AND GO 0.8 MILE TO A T-JUNCTION AND A FARM HOME ON THE LEFT,
 GE0869'TURN LEFT AND GO 1.05 MILES TO A TRACK ROAD ON THE RIGHT
 GE0869'(CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 GE0869'RIGHT AS DESCRIBED), TURN RIGHT AND GO NORTHWEST FOR 0.1 MILE TO
 GE0869'THE STATION ON THE LEFT.
 GE0869'
 GE0869'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0869'ARMSTRONG 1955.
 GE0869'
 GE0869'REFERENCE MARK 1 IS CEMENTED IN A DRILL HOLE IN THE TOP OF
 GE0869'A 3 FT X 4 FT BOULDER THAT PROJECTS 2 FEET.  IT IS 40 FEET
 GE0869'EAST OF THE CENTER OF THE TRACK ROAD AND THE DISK IS STAMPED
 GE0869'ARMSTRONG NO 1 1955.
 GE0869'
 GE0869'REFERENCE MARK 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GE0869'ARMSTRONG NO 2 1955.
 GE0869'
 GE0869'THE AZIMUTH MARK IS 45 FEET NORTHWEST OF THE CENTER OF THE
 GE0869'GRAVELED ROAD AND 4 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE
 GE0869'WITNESS POST.  THE MARK PROJECTS 7 INCHES AND THE DISK IS
 GE0869'STAMPED ARMSTRONG 1955.
 GE0869'
 GE0869'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1164 ***********************************************************************
 DM1164  DESIGNATION -  ARNOLD
 DM1164  PID         -  DM1164
 DM1164  STATE/COUNTY-  AR/HOWARD
 DM1164  USGS QUAD   -  SILVER RIDGE (1978)
 DM1164
 DM1164                         *CURRENT SURVEY CONTROL
 DM1164  ___________________________________________________________________
 DM1164* NAD 83(1997)-  33 57 42.27957(N)    094 01 17.97425(W)     ADJUSTED  
 DM1164* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 DM1164  ___________________________________________________________________
 DM1164  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DM1164  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DM1164
 DM1164  HORZ ORDER  -  SECOND
 DM1164
 DM1164.The horizontal coordinates were established by classical geodetic methods
 DM1164.and adjusted by the National Geodetic Survey in September 1999..
 DM1164
 DM1164.The orthometric height was scaled from a topographic map.
 DM1164
 DM1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1164
 DM1164.The geoid height was determined by GEOID03.
 DM1164
 DM1164;                    North         East     Units Scale Factor Converg.
 DM1164;SPC AR S     -   545,484.571   213,172.963   MT  0.99991927   -1 07 53.4
 DM1164;SPC AR S     - 1,789,643.96    699,384.96   sFT  0.99991927   -1 07 53.4
 DM1164;UTM  15      - 3,758,384.441   405,607.789   MT  0.99970983   -0 34 14.8
 DM1164
 DM1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1164!SPC AR S     -   0.99998279  x   0.99991927  =   0.99990206
 DM1164!UTM  15      -   0.99998279  x   0.99970983  =   0.99969263
 DM1164
 DM1164:                Primary Azimuth Mark                     Grid Az
 DM1164:SPC AR S     -  ARNOLD AZ MK                             002 00 42.9
 DM1164:UTM  15      -  ARNOLD AZ MK                             001 27 04.3
 DM1164
 DM1164|---------------------------------------------------------------------|
 DM1164| PID    Reference Object                     Distance      Geod. Az  |
 DM1164|                                                           dddmmss.s |
 DM1164| CX4940 ARNOLD AZ MK                                       0005249.5 |
 DM1164| CX6357 ARNOLD PP INTER HWY 24               31.090 METERS 00559     |
 DM1164| CX4941 ARNOLD RM 1                          16.968 METERS 05000     |
 DM1164| CX4942 ARNOLD RM 2                          18.151 METERS 30413     |
 DM1164|---------------------------------------------------------------------|
 DM1164
 DM1164                          SUPERSEDED SURVEY CONTROL
 DM1164
 DM1164  NAD 83(1997)-  33 57 42.28490(N)    094 01 17.97065(W) AD(       ) 2
 DM1164  NAD 83(1997)-  33 57 42.28490(N)    094 01 17.97047(W) AD(       ) 2
 DM1164  NAD 83(1986)-  33 57 42.28771(N)    094 01 17.96571(W) AD(       ) 2
 DM1164  NAD 27      -  33 57 41.87320(N)    094 01 17.27960(W) AD(       ) 2
 DM1164
 DM1164.Superseded values are not recommended for survey control.
 DM1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1164.See file dsdata.txt to determine how the superseded data were derived.
 DM1164
 DM1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0560858384(NAD 83)
 DM1164_MARKER: DS = TRIANGULATION STATION DISK
 DM1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1164
 DM1164  HISTORY     - Date     Condition        Report By
 DM1164  HISTORY     - 1951     MONUMENTED       CGS
 DM1164  HISTORY     - 1962     GOOD             CGS
 DM1164
 DM1164                          STATION DESCRIPTION
 DM1164
 DM1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1164'THE STATION IS LOCATED ABOUT 9 MILES WEST OF NASHVILLE, ON
 DM1164'LAND OWNED BY MR. THOMAS ARNOLD, 35 FEET NORTH OF THE NORTHEAST
 DM1164'CORNER OF A PEACH ORCHARD, 35 FEET SOUTH OF THE SOUTHEAST
 DM1164'CORNER OF A DESERTED FARM HOUSE, AND 20 FEET WEST OF THE
 DM1164'CENTER OF A TRACK ROAD.
 DM1164'
 DM1164'TO REACH THE STATION FROM THE POST OFFICE IN NASHVILLE, GO
 DM1164'FIRST NORTH, THEN WEST ON STATE HIGHWAY NO. 24 FOR 11.0
 DM1164'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  TO REACH
 DM1164'THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 DM1164'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DM1164'
 DM1164'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 DM1164'STAMPED ARNOLD 1951.
 DM1164'
 DM1164'REFERENCE MARK NO. 1 IS 33 FEET SOUTHEAST OF A POWER LINE
 DM1164'POLE, AND 22 FEET EAST OF THE CENTER OF THE TRACK ROAD.  IT
 DM1164'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED ARNOLD
 DM1164'NO 1 1951.
 DM1164'
 DM1164'REFERENCE MARK NO. 2 IS 71 FEET SOUTH OF THE CENTER OF THE
 DM1164'HIGHWAY, 9 FEET NORTH OF THE CONCRETE FOUNDATION OF AN OPEN
 DM1164'WELL, AND 5 FEET SOUTH-SOUTHEAST OF A LONE 12-INCH TREE.
 DM1164'IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED ARNOLD
 DM1164'NO 2 1951.
 DM1164'
 DM1164'THE AZIMUTH MARK IS 16 FEET WEST OF THE CENTER OF THE GRAVELED
 DM1164'ROAD, AND 2 FEET SOUTH OF A FENCE CORNER.  IT PROJECTS 6
 DM1164'INCHES, AND THE DISK IS STAMPED ARNOLD 1951.
 DM1164'
 DM1164'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 DM1164'12-INCH SQUARE CONCRETE POST.  THE AZIMUTH MARK AND THE
 DM1164'REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DM1164'CONCRETE CYLINDERS.
 DM1164'
 DM1164'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1164
 DM1164                          STATION RECOVERY (1962)
 DM1164
 DM1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DM1164'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 DM1164'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE
 DM1164'STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0900 ***********************************************************************
 EH0900  DESIGNATION -  ARP
 EH0900  PID         -  EH0900
 EH0900  STATE/COUNTY-  AR/PHILLIPS
 EH0900  USGS QUAD   -  WEST HELENA (1982)
 EH0900
 EH0900                         *CURRENT SURVEY CONTROL
 EH0900  ___________________________________________________________________
 EH0900* NAD 83(1986)-  34 34 29.     (N)    090 40 41.     (W)     SCALED    
 EH0900* NAVD 88     -        71.829  (meters)     235.66   (feet)  ADJUSTED  
 EH0900  ___________________________________________________________________
 EH0900  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0900  DYNAMIC HT  -          71.760 (meters)     235.43  (feet)  COMP
 EH0900  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 EH0900
 EH0900  VERT ORDER  -  FIRST     CLASS II
 EH0900
 EH0900.This mark is at Thompson-Robbins Airport (HEE)
 EH0900
 EH0900.The horizontal coordinates were scaled from a topographic map and have
 EH0900.an estimated accuracy of +/- 6 seconds.
 EH0900
 EH0900.The orthometric height was determined by differential leveling
 EH0900.and adjusted by the National Geodetic Survey in June 1991..
 EH0900
 EH0900.The geoid height was determined by GEOID03.
 EH0900
 EH0900.The dynamic height is computed by dividing the NAVD 88
 EH0900.geopotential number by the normal gravity value computed on the
 EH0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0900.degrees latitude (g = 980.6199 gals.).
 EH0900
 EH0900.The modeled gravity was interpolated from observed gravity values.
 EH0900
 EH0900;                    North         East    Units  Estimated Accuracy
 EH0900;SPC AR S     -   612,410.      521,290.      MT  (+/- 180 meters Scaled)
 EH0900
 EH0900                          SUPERSEDED SURVEY CONTROL
 EH0900
 EH0900  NGVD 29 (??/??/??)   71.861  (m)          235.76   (f) ADJUSTED    1 2
 EH0900
 EH0900.Superseded values are not recommended for survey control.
 EH0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0900.See file dsdata.txt to determine how the superseded data were derived.
 EH0900
 EH0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU129283(NAD 83)
 EH0900_MARKER: DB = BENCH MARK DISK
 EH0900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0900_SP_SET: CULVERT
 EH0900_STAMPING: ARP 1953
 EH0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0900
 EH0900  HISTORY     - Date     Condition        Report By
 EH0900  HISTORY     - 1953     MONUMENTED       CGS
 EH0900  HISTORY     - 1956     GOOD             CGS
 EH0900  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0900  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0900
 EH0900                          STATION DESCRIPTION
 EH0900
 EH0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0900'4.15 MI NW FROM WEST HELENA.
 EH0900'ABOUT 2.35 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 20 FROM THE
 EH0900'BAPTIST CHURCH AT WEST HELENA, THENCE ABOUT 1.0 MILE NORTH ALONG STATE
 EH0900'HIGHWAY 185 TO THE ENTRANCE TO THOMPSON-ROBBINS AIRPORT, THENCE ABOUT
 EH0900'0.25 MILE WEST, NORTH AND EAST ALONG A GRADED DRIVE CIRCLING BARRACKS
 EH0900'TO HANGAR AND CONTROL TOWER, THENCE ABOUT 0.55 MILE NORTHWEST ACROSS
 EH0900'AIRPORT, ABOUT 0.2 MILE NORTH ALONG NORTH-SOUTH RUNWAY FROM THE
 EH0900'JUNCTION OF EAST-WEST RUNWAY, 1 FOOT WEST OF WEST EDGE OF NORTH-SOUTH
 EH0900'RUNWAY, 17 1/2 FEET EAST OF NORTHEAST CORNER OF AN IRON GRILL COVERED
 EH0900'2 BY 4-FOOT CONCRETE CATCH BASIN, 151 1/2 FEET SOUTHEAST OF SOUTHEAST
 EH0900'END OF SOUTHWEST HEAD WALL OF A PIPE CULVERT, IN THE TOP OF CONCRETE
 EH0900'TOPPING OF A CULVERT UNDER RUNWAY AND ABOUT 1/3 FOOT BELOW LEVEL OF
 EH0900'RUNWAY.
 EH0900
 EH0900                          STATION RECOVERY (1976)
 EH0900
 EH0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0900'MARK NOT FOUND.
 EH0900
 EH0900                          STATION RECOVERY (1978)
 EH0900
 EH0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1259 ***********************************************************************
 FH1259  DESIGNATION -  ARP 2
 FH1259  PID         -  FH1259
 FH1259  STATE/COUNTY-  AR/SEBASTIAN
 FH1259  USGS QUAD   -  BARLING (1987)
 FH1259
 FH1259                         *CURRENT SURVEY CONTROL
 FH1259  ___________________________________________________________________
 FH1259* NAD 83(1997)-  35 20 10.32145(N)    094 22 04.59047(W)     ADJUSTED  
 FH1259* NAVD 88     -       135.6    (meters)     445.     (feet)  GPS OBS   
 FH1259  ___________________________________________________________________
 FH1259  X           -    -396,725.632 (meters)                     COMP
 FH1259  Y           -  -5,193,899.808 (meters)                     COMP
 FH1259  Z           -   3,668,418.737 (meters)                     COMP
 FH1259  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 FH1259  ELLIP HEIGHT-         105.42  (meters)          (09/14/99) GPS OBS
 FH1259  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FH1259
 FH1259  HORZ ORDER  -  SECOND
 FH1259  ELLP ORDER  -  FOURTH    CLASS I
 FH1259
 FH1259.This mark is at Fort Smith Airport (FSM)
 FH1259
 FH1259.The horizontal coordinates were established by GPS observations
 FH1259.and adjusted by the National Geodetic Survey in September 1999..
 FH1259
 FH1259.The orthometric height was determined by GPS observations and a
 FH1259.high-resolution geoid model.
 FH1259
 FH1259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1259
 FH1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1259
 FH1259.The ellipsoidal height was determined by GPS observations
 FH1259.and is referenced to NAD 83.
 FH1259
 FH1259.The geoid height was determined by GEOID03.
 FH1259
 FH1259;                    North         East     Units Scale Factor Converg.
 FH1259;SPC AR N     -   113,847.676   184,755.342   MT  0.99994525   -1 22 40.5
 FH1259;SPC AR N     -   373,515.25    606,151.48   sFT  0.99994525   -1 22 40.5
 FH1259;UTM  15      - 3,911,185.880   375,681.820   MT  0.99979046   -0 47 28.6
 FH1259
 FH1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1259!SPC AR N     -   0.99998345  x   0.99994525  =   0.99992870
 FH1259!UTM  15      -   0.99998345  x   0.99979046  =   0.99977392
 FH1259
 FH1259                          SUPERSEDED SURVEY CONTROL
 FH1259
 FH1259  NAD 83(1997)-  35 20 10.32865(N)    094 22 04.58930(W) AD(       ) 2
 FH1259  NAD 83(1986)-  35 20 10.32778(N)    094 22 04.58343(W) AD(       ) 2
 FH1259  NGVD 29 (10/26/93)  135.47   (m)          444.5    (f) LEVELING    3  
 FH1259
 FH1259.Superseded values are not recommended for survey control.
 FH1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1259.See file dsdata.txt to determine how the superseded data were derived.
 FH1259
 FH1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7568211186(NAD 83)
 FH1259_MARKER: DT = TOPOGRAPHIC STATION DISK
 FH1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1259_SP_SET: CONCRETE POST
 FH1259_STAMPING: ARP 2 1963
 FH1259_MARK LOGO: CGS   
 FH1259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FH1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1259+STABILITY: SURFACE MOTION
 FH1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1259+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1992
 FH1259
 FH1259  HISTORY     - Date     Condition        Report By
 FH1259  HISTORY     - 1963     MONUMENTED       CGS
 FH1259  HISTORY     - 19881221 GOOD             NGS
 FH1259  HISTORY     - 19921111 GOOD
 FH1259
 FH1259                          STATION DESCRIPTION
 FH1259
 FH1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FH1259'STATION IS LOCATED ON THE FORT SMITH MUNICIPAL AIRPORT IN FORT SMITH
 FH1259'ARKANSAS NEAR THE CENTER OF THE FIELD JUST NORTHWEST OF THE
 FH1259'INTERSECTION OF THE RUNWAYS.
 FH1259'FROM THE TERMINAL BUILDING AT THE AIRPORT PROCEED NORTHEAST TO THE END
 FH1259'OF THE RAMP AND TAXIWAY JUNCTION.  PROCEED SOUTH ON NORTH-SOUTH
 FH1259'TAXIWAY TO JOG IN TAXIWAY AND STATION ON LEFT (EAST) OF TAXIWAY.
 FH1259'IT IS 63.9 FT (19.48 M) WEST OF THE WEST EDGE OF RUNWAY 1/19, AND 88.0
 FH1259'FT (26.82 M) NORTHWEST OF THE SECOND RUNWAY LIGHT (SHOWS WHITE) NORTH
 FH1259'OF THE INTERSECTION OF RUNWAYS.
 FH1259
 FH1259                          STATION RECOVERY (1988)
 FH1259
 FH1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 FH1259'THE STATION IS LOCATED IN THE GRASS AREA NEAR THE CENTER OF THE
 FH1259'LANDING AREAS.  THE STATION IS 63.9 FT (19.5 M) WEST OF THE WEST EDGE
 FH1259'OF RUNWAY 1-19, 55.0 FT (16.8 M) NE OF THE NE EDGE OF A TAXIWAY, 55.4
 FH1259'FT (16.9 M) NE OF THIRD TAXIWAY.  NW OF INTERSECTION OF TAXIWAY AND
 FH1259'RUNWAY 1-19 AND 80.0 NW OF THE 1ST RUNWAY LIGHT NORTH OF INTERSECTION
 FH1259'OF RUNWAYS AND ON THE WEST SIDE OF 19.  THE STATION IS A STANDARD TOPO
 FH1259'DISK STAMPED ARP 2 1963 AND SET IN THE TOP OF A CONCRETE MONUMENT
 FH1259'WHICH IS FLUSH WITH THE GROUND.
 FH1259
 FH1259                          STATION RECOVERY (1992)
 FH1259
 FH1259'RECOVERED 1992
 FH1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF1026 ***********************************************************************
 GF1026  CBN         -  This is a Cooperative Base Network Control Station.
 GF1026  PACS        -  This is a Primary Airport Control Station.
 GF1026  DESIGNATION -  ARP 2
 GF1026  PID         -  GF1026
 GF1026  STATE/COUNTY-  AR/BOONE
 GF1026  USGS QUAD   -  BATAVIA (1967)
 GF1026
 GF1026                         *CURRENT SURVEY CONTROL
 GF1026  ___________________________________________________________________
 GF1026* NAD 83(1997)-  36 15 41.24453(N)    093 09 13.10371(W)     ADJUSTED  
 GF1026* NAVD 88     -       412.78   (meters)    1354.3    (feet)  LEVELING  
 GF1026  ___________________________________________________________________
 GF1026  X           -    -283,276.243 (meters)                     COMP
 GF1026  Y           -  -5,141,404.793 (meters)                     COMP
 GF1026  Z           -   3,751,851.007 (meters)                     COMP
 GF1026  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 GF1026  ELLIP HEIGHT-         384.51  (meters)          (09/21/01) GPS OBS
 GF1026  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GF1026
 GF1026  HORZ ORDER  -  B
 GF1026  VERT ORDER  -  THIRD ?
 GF1026  ELLP ORDER  -  FOURTH    CLASS II
 GF1026
 GF1026.This mark is at Boone County Airport (HRO)
 GF1026
 GF1026.The horizontal coordinates were established by GPS observations
 GF1026.and adjusted by the National Geodetic Survey in September 1997..
 GF1026
 GF1026.The orthometric height was determined by differential leveling.
 GF1026.The vertical network tie was performed by a horz. field party for horz.
 GF1026.obs reductions. Reset procedures were used to establish the elevation.
 GF1026
 GF1026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1026
 GF1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF1026
 GF1026.The ellipsoidal height was determined by GPS observations
 GF1026.and is referenced to NAD 83.
 GF1026
 GF1026.The geoid height was determined by GEOID03.
 GF1026
 GF1026;                    North         East     Units Scale Factor Converg.
 GF1026;SPC AR N     -   214,524.018   296,329.782   MT  1.00000568   -0 40 16.7
 GF1026;SPC AR N     -   703,817.55    972,208.63   sFT  1.00000568   -0 40 16.7
 GF1026;UTM  15      - 4,012,959.414   486,198.646   MT  0.99960235   -0 05 27.1
 GF1026
 GF1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF1026!SPC AR N     -   0.99993966  x   1.00000568  =   0.99994534
 GF1026!UTM  15      -   0.99993966  x   0.99960235  =   0.99954203
 GF1026
 GF1026                          SUPERSEDED SURVEY CONTROL
 GF1026
 GF1026  ELLIP H (09/19/97)  384.52   (m)                       GP(       ) 4 1
 GF1026  NAD 83(1986)-  36 15 41.25659(N)    093 09 13.10611(W) AD(       ) 2
 GF1026  NGVD 29 (12/03/93)  412.63   (m)         1353.8    (f) LEVELING    3  
 GF1026
 GF1026.Superseded values are not recommended for survey control.
 GF1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1026.See file dsdata.txt to determine how the superseded data were derived.
 GF1026
 GF1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8619912959(NAD 83)
 GF1026_MARKER: DT = TOPOGRAPHIC STATION DISK
 GF1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF1026_SP_SET: CONCRETE POST
 GF1026_STAMPING: ARP 2 HRO 1970
 GF1026_MARK LOGO: CGS   
 GF1026_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GF1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF1026+STABILITY: SURFACE MOTION
 GF1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1026+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1999
 GF1026
 GF1026  HISTORY     - Date     Condition        Report By
 GF1026  HISTORY     - 1970     MONUMENTED       CGS
 GF1026  HISTORY     - 19881109 GOOD             NGS
 GF1026  HISTORY     - 19921119 GOOD
 GF1026  HISTORY     - 19961126 GOOD             NGS
 GF1026  HISTORY     - 19990609 GOOD             NGS
 GF1026
 GF1026                          STATION DESCRIPTION
 GF1026
 GF1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 GF1026'THE STATION IS LOCATED ON THE BOONE COUNTY AIRPORT.
 GF1026'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 7 AND ROUTE 65
 GF1026'BUSINESS, PROCEED NORTHERLY FOR 1.3 MI (2.1 KM) TO THE INTERSECTION
 GF1026'OF US 62, US 65, STATE 412, CONTINUE STRAIGHT ON US 62 FOR 2.25 MI
 GF1026'(3.62 KM) TO AIRPORT ROAD ON THE LEFT, TURN LEFT AND GO 0.55 MI
 GF1026'(0.89 KM) TO THE AIRPORT, TURN RIGHT AND GO 0.1 MI (0.2 KM) (PASSING
 GF1026'THE AIRPORT TERMINAL BUILDING ON NORTH SIDE) TO RAMP EDGE, TURN LEFT
 GF1026'AND FOLLOW EDGE 0.05 MI (0.08 KM) TO TAXIWAY, TURN LEFT AND GO 0.10
 GF1026'MI (0.16 KM) TO STATION ON THE RIGHT.
 GF1026'THE STATION IS 248.0 FT (75.6 M) EAST OF THE EAST EDGE OF RUNWAY
 GF1026'18-36, 40.0 FT (12.2 M) WEST OF WEST EDGE OF TAXIWAY, 210.0 FT
 GF1026'(64.0 M) SOUTHWEST OF CONCRETE CULVERT, AND 294.6 FT (89.8 M)
 GF1026'NORTHEAST OF WINDSOCK.
 GF1026'THE STATION IS A CGS DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE
 GF1026'GROUND.
 GF1026'ACCESS TO THE AIRPORT AND STATION IS TO BE OBTAINED THROUGH JUDY
 GF1026'MCCUTCHEN, AIRPORT MANAGER, P.O. BOX 1114, HARRISON, AR 72601, PHONE
 GF1026'(501) 741-6954.
 GF1026'DESCRIBED BY RALPH A. HARRELL, CHIEF OF PARTY, NOS, 11-22-92
 GF1026
 GF1026                          STATION RECOVERY (1988)
 GF1026
 GF1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (ARB)
 GF1026'THE STATION IS LOCATED AT THE BOONE COUNTY AIRPORT NEAR THE CENTER, IT
 GF1026'IS 294.6 FT (89.8 M) WEST OF THE WINDSOCK, 248.0 FT (75.6 M) EAST OF
 GF1026'THE EAST EDGE OF RWY 18-36,40.4 FT WEST OF THE EDGE OF THE TAXIWAY. A
 GF1026'PK NAIL AND WASHER WAS PLACED IN THE TAXIWAY TO MARK THE POINT. THE
 GF1026'STATION IS A STANDARD TOPO DISK SET IN A CONCRETE MONUMENT FLUSH WITH
 GF1026'THE GROUND.  IT IS STAMPED ARP 2 HRO 1970.
 GF1026
 GF1026                          STATION RECOVERY (1992)
 GF1026
 GF1026'RECOVERED 1992
 GF1026'RECOVERED IN GOOD CONDITION.
 GF1026
 GF1026                          STATION RECOVERY (1996)
 GF1026
 GF1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 GF1026'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF HARRISON, AT THE BOONE
 GF1026'COUNTY AIRPORT, AT THE TOP OF A RISE NEAR THE CENTER OF THE AIRFIELD,
 GF1026'AND ACROSS THE PARALLEL TAXIWAY FROM THE WINDSOCK.  OWNERSHIP--CITY OF
 GF1026'HARRISON, 2424 AIRPORT ROAD, HARRISON AR 72601, AIRPORT MANAGER IS
 GF1026'JUDY MCCUTCHTON, PHONE 501-741-6954.  FBO IS RICH BENSON, PHONE
 GF1026'501-741-4510.  CONTACT ONE OF THEM IN ADVANCE FOR PERMISSION TO OCCUPY
 GF1026'THIS STATION.  TO REACH FROM THE STATION FROM THE JUNCTION OF U.S.
 GF1026'HIGHWAYS 62 AND 65, ABOUT 10 KM (6.20 MI) NORTHWEST OF HARRISON, GO
 GF1026'SOUTHEAST ON HIGHWAYS 62 AND 65 FOR 4.03 KM (2.50 MI) TO A PAVED ROAD
 GF1026'RIGHT, COUNTY ROAD 980.  TURN RIGHT, SOUTHERLY ON COUNTY ROAD 980 FOR
 GF1026'0.74 KM (0.45 MI) TO THE ENTRANCE ROAD TO THE TERMINAL ON THE RIGHT.
 GF1026'CONTINUE SOUTH ON COUNTY ROAD 980 FOR 0.12 KM (0.05 MI) TO A PAVED
 GF1026'ROAD RIGHT LEADING TO CROWN AVIATION.  TURN RIGHT, WEST ON THE ROAD
 GF1026'FOR 0.08 KM (0.05 MI) TO A GATE ON THE LEFT BETWEEN TWO HANGARS.  TURN
 GF1026'LEFT, SOUTH, PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO THE
 GF1026'APRON.  TURN RIGHT, NORTHWEST ACROSS THE APRON FOR 0.08 KM (0.05 MI)
 GF1026'TO THE PARALLEL TAXIWAY.  TURN LEFT, SOUTH ALONG THE TAXIWAY FOR 0.19
 GF1026'KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE
 GF1026'TOP OF A 30 CM ROUND CONCRETE POST RECESSED 3 CM BELOW THE GROUND.  IT
 GF1026'IS 76.1 M (249.7 FT) EAST OF THE EAST EDGE OF THE RUNWAY (SLOPE
 GF1026'MEASUREMENT), 18.2 M (59.7 FT) SOUTHWEST OF A TAXIWAY LIGHT, 12.1 M
 GF1026'(39.7 FT) WEST OF THE WEST EDGE OF THE TAXIWAY AND 0.3 M (1.0 FT) EAST
 GF1026'OF A FIBERGLASS WITNESS POST. NOTE--THIS STATION WAS USED AS AN AREA
 GF1026'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 GF1026
 GF1026                          STATION RECOVERY (1999)
 GF1026
 GF1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 GF1026'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1337 ***********************************************************************
 DL1337  DESIGNATION -  ARTESIAN
 DL1337  PID         -  DL1337
 DL1337  STATE/COUNTY-  AR/CALHOUN
 DL1337  USGS QUAD   -  ARTESIAN (1981)
 DL1337
 DL1337                         *CURRENT SURVEY CONTROL
 DL1337  ___________________________________________________________________
 DL1337* NAD 83(1997)-  33 26 12.73658(N)    092 27 19.74785(W)     ADJUSTED  
 DL1337* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 DL1337  ___________________________________________________________________
 DL1337  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DL1337  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DL1337
 DL1337  HORZ ORDER  -  SECOND
 DL1337
 DL1337.The horizontal coordinates were established by classical geodetic methods
 DL1337.and adjusted by the National Geodetic Survey in September 1999..
 DL1337
 DL1337.The orthometric height was scaled from a topographic map.
 DL1337
 DL1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1337
 DL1337.The geoid height was determined by GEOID03.
 DL1337
 DL1337;                    North         East     Units Scale Factor Converg.
 DL1337;SPC AR S     -   485,520.189   357,645.737   MT  0.99997247   -0 15 17.8
 DL1337;SPC AR S     - 1,592,910.82  1,173,376.06   sFT  0.99997247   -0 15 17.8
 DL1337;UTM  15      - 3,699,852.763   550,614.416   MT  0.99963158   +0 18 00.2
 DL1337
 DL1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1337!SPC AR S     -   0.99999768  x   0.99997247  =   0.99997015
 DL1337!UTM  15      -   0.99999768  x   0.99963158  =   0.99962926
 DL1337
 DL1337:                Primary Azimuth Mark                     Grid Az
 DL1337:SPC AR S     -  GORMAN                                   131 11 19.9
 DL1337:UTM  15      -  GORMAN                                   130 38 01.9
 DL1337
 DL1337|---------------------------------------------------------------------|
 DL1337| PID    Reference Object                     Distance      Geod. Az  |
 DL1337|                                                           dddmmss.s |
 DL1337| DL1334 GORMAN                              APPROX.17.5 KM 1305602.1 |
 DL1337| DL1339 ARTESIAN LOOKOUT TWR 3 6 AFC        APPROX. 0.8 KM 1611136.6 |
 DL1337| CY5190 ARTESIAN RM 1                        27.533 METERS 16554     |
 DL1337| DL1341 CALION LUMBER CO WATER TANK         APPROX.12.9 KM 2131007.1 |
 DL1337| DL1338 T15S R13W SECS 4 5 8 9               62.610 METERS 24907     |
 DL1337| CY5192 ARTESIAN RM 3                        26.495 METERS 32208     |
 DL1337| CY5191 ARTESIAN RM 2                        26.539 METERS 32208     |
 DL1337| DL1280 HAMPTON MUNICIPAL TANK              APPROX.11.2 KM 3525738.3 |
 DL1337|---------------------------------------------------------------------|
 DL1337
 DL1337                          SUPERSEDED SURVEY CONTROL
 DL1337
 DL1337  NAD 83(1997)-  33 26 12.74654(N)    092 27 19.74088(W) AD(       ) 2
 DL1337  NAD 83(1986)-  33 26 12.74812(N)    092 27 19.74070(W) AD(       ) 2
 DL1337  NAD 27      -  33 26 12.32800(N)    092 27 19.20200(W) AD(       ) 2
 DL1337
 DL1337.Superseded values are not recommended for survey control.
 DL1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1337.See file dsdata.txt to determine how the superseded data were derived.
 DL1337
 DL1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5061499853(NAD 83)
 DL1337_MARKER: DS = TRIANGULATION STATION DISK
 DL1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1337+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DL1337
 DL1337  HISTORY     - Date     Condition        Report By
 DL1337  HISTORY     - 1952     MONUMENTED       CGS
 DL1337  HISTORY     - 1958     GOOD             CGS
 DL1337  HISTORY     - 1961     POOR             USGS
 DL1337  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DL1337  HISTORY     - 20050920 GOOD             ARHD
 DL1337
 DL1337                          STATION DESCRIPTION
 DL1337
 DL1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1337'THE STATION IS IN SECTION 4, T 15 S, R 13 W, ABOUT 7 MILES SOUTH
 DL1337'OF HAMPTON, 6 MILES SOUTHWEST OF HARRELL, 78 FEET EAST OF THE
 DL1337'CENTER OF A GRAVELED ROAD, 22 FEET NORTHWEST OF AN 18-INCH PINE
 DL1337'TREE AND 7 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1337'
 DL1337'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 DL1337'STATE HIGHWAY 4 IN HAMPTON, GO SOUTHERLY ON HIGHWAY 167 FOR
 DL1337'5.7 MILES TO A GRAVELED ROAD AND A BRIDGE ON THE LEFT, TURN LEFT,
 DL1337'CROSS THE BRIDGE AND GO EASTERLY FOR 0.5 MILE TO A Y-JUNCTION,
 DL1337'BEAR RIGHT AND GO SOUTHEAST FOR 1.25 MILE TO A FARMHOUSE ON THE
 DL1337'RIGHT AND THE STATION ON THE LEFT.
 DL1337'
 DL1337'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1337'
 DL1337'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1337'ARTESIAN 1952.
 DL1337'
 DL1337'REFERENCE MARK 1 IS 96 FEET EAST OF THE CENTER OF THE ROAD AND
 DL1337'20 FEET NORTHEAST OF AN 18-INCH PINE TREE.  THE MARK PROJECTS
 DL1337'6 INCHES AND THE DISK IS STAMPED ARTESIAN NO 1 1952.
 DL1337'
 DL1337'REFERENCE MARK 2 IS 58 FEET SOUTH OF A POWER LINE POLE AND 30 FEET
 DL1337'EAST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND
 DL1337'THE DISK IS STAMPED ARTESIAN NO 2 1952.
 DL1337'
 DL1337'THE SECTION CORNER MARK IS 161 FEET SOUTHEAST OF THE SOUTHEAST
 DL1337'CORNER OF THE FARMHOUSE, 119 FEET WEST OF THE CENTER OF THE GRAVEL
 DL1337'ROAD AND 26 FEET WEST OF A 24-INCH PINE TREE.  THE MARK IS AN
 DL1337'IRON CAP PAINTED YELLOW AND FASTENED TO THE TOP OF A 4-INCH
 DL1337'IRON PIPE PAINTED RED.  THE PIPE PROJECTS 14 INCHS AND THE CAP IS
 DL1337'STAMPED NOV. 3, 1937 S. 5, S. 4, S. 8, S. 9.
 DL1337'
 DL1337'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1337
 DL1337                          STATION RECOVERY (1958)
 DL1337
 DL1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WEH)
 DL1337'ALL MARKS FOUND IN VERY GOOD CONDITION.  THE FARMHOUSE IS NO
 DL1337'LONGER STANDING, BUT THE YARD FENCE AND OUT BUILDINGS STILL
 DL1337'INTACT.
 DL1337
 DL1337                          STATION RECOVERY (1961)
 DL1337
 DL1337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DL1337'STATION MARK WAS FOUND LYING AT ABOUT 45 DEGREE ANGLE.  IT HAD
 DL1337'BEEN OBVIOUSLY PUSHED OVER BY SOME HEAVY EQUIPMENT IN LOGGING
 DL1337'OPERATION OF THE NEAR-BY AREA.  R.M. 2 HAS BEEN DISTURBED VERY
 DL1337'SLIGHTLY.  THE SUBSURFACE MARK WAS DUG FOR BUT NOT FOUND.
 DL1337'IT IS ASSUMED TO BE STILL IN PLACE.
 DL1337
 DL1337                          STATION RECOVERY (1964)
 DL1337
 DL1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1337'THE SURFACE STATION MARK WAS FOUND TO BE TILTED AT A 45 DEGREE
 DL1337'ANGLE AND R.M. NO. 2 WAS ALSO FOUND TO BE LEANING.  THE SURFACE
 DL1337'MARK WAS RESET BY PLUMBING OVER THE UNDERGROUND MARK AND THE
 DL1337'REFERENCE MARK WAS RESET AND RESTAMPED.
 DL1337'
 DL1337'THE STATION MARK IS 78 FEET EAST OF THE CENTERLINE OF THE
 DL1337'ROAD, 22 FEET NORTHWEST OF A 20-INCH PINE TREE AND 1.6 FEET
 DL1337'SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 DL1337'DISK IS STAMPED ARTESIAN 1952 1964.
 DL1337'
 DL1337'R.M. NO. 1 IS SOUTH-SOUTHEAST OF THE STATION AND IS 96 FEET
 DL1337'EAST OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 2 INCHES
 DL1337'AND THE DISK IS STAMPED ARTESIAN NO 1 1952.
 DL1337'
 DL1337'THE SECTION CORNER MARK IS WEST-SOUTHWEST OF THE STATION, 119
 DL1337'FEET WEST OF THE CENTERLINE OF THE ROAD, 26 FEET WEST OF A
 DL1337'24-INCH PINE TREE AND IS ON WEST SIDE OF A DIM WOODS ROAD.
 DL1337'THE MARK IS A 4-INCH IRON PIPE WITH CAP AND IT IS PAINTED RED.
 DL1337'THE CAP IS STAMPED NOV. 3, 1937, S5, S4, S8, S9. AND THE PIPE
 DL1337'PROJECTS ABOUT 1 FOOT.
 DL1337'
 DL1337'R.M. NO. 3 IS NORTHWEST OF THE STATION, 30 FEET EAST OF
 DL1337'CENTERLINE OF ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 DL1337'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ARTESIAN
 DL1337'NO 3 1952 1964.
 DL1337'
 DL1337'TO REACH THE STATION FROM HAMPTON, FROM THE JUNCTION OF U.S.
 DL1337'HIGHWAY 167 AND STATE HIGHWAY 4, GO SOUTH ON U.S. 167 FOR
 DL1337'5.75 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 0.5 MILE
 DL1337'TO FORKS, TAKE RIGHT FORK AND FOLLOW MAIN ROAD SOUTHERLY
 DL1337'FOR 1.25 MILES TO AN OLD BUILDING SITE ON THE RIGHT AND STATION
 DL1337'ON LEFT AS DESCRIBED.
 DL1337
 DL1337                          STATION RECOVERY (2005)
 DL1337
 DL1337'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1339 ***********************************************************************
 DL1339  DESIGNATION -  ARTESIAN LOOKOUT TWR 3 6 AFC
 DL1339  PID         -  DL1339
 DL1339  STATE/COUNTY-  AR/CALHOUN
 DL1339  USGS QUAD   -  ARTESIAN (1981)
 DL1339
 DL1339                         *CURRENT SURVEY CONTROL
 DL1339  ___________________________________________________________________
 DL1339* NAD 83(1997)-  33 25 49.27306(N)    092 27 10.21795(W)     ADJUSTED  
 DL1339* NAVD 88     -                                                        
 DL1339  ___________________________________________________________________
 DL1339  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DL1339  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL1339
 DL1339  HORZ ORDER  -  THIRD
 DL1339
 DL1339.The horizontal coordinates were established by classical geodetic methods
 DL1339.and adjusted by the National Geodetic Survey in September 1999..
 DL1339
 DL1339
 DL1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1339
 DL1339.The geoid height was determined by GEOID03.
 DL1339
 DL1339;                    North         East     Units Scale Factor Converg.
 DL1339;SPC AR S     -   484,796.237   357,888.692   MT  0.99997365   -0 15 12.4
 DL1339;SPC AR S     - 1,590,535.65  1,174,173.15   sFT  0.99997365   -0 15 12.4
 DL1339;UTM  15      - 3,699,131.444   550,864.286   MT  0.99963190   +0 18 05.2
 DL1339
 DL1339                          SUPERSEDED SURVEY CONTROL
 DL1339
 DL1339  NAD 83(1997)-  33 25 49.28304(N)    092 27 10.21097(W) AD(       ) 4
 DL1339  NAD 83(1986)-  33 25 49.28482(N)    092 27 10.21086(W) AD(       ) 4
 DL1339  NAD 27      -  33 25 48.86200(N)    092 27 09.67100(W) AD(       ) 3
 DL1339
 DL1339.Superseded values are not recommended for survey control.
 DL1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1339.See file dsdata.txt to determine how the superseded data were derived.
 DL1339
 DL1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5086499131(NAD 83)
 DL1339_MARKER: 57 = LOOKOUT TOWER
 DL1339_SETTING: 0 = UNSPECIFIED SETTING
 DL1339
 DL1339  HISTORY     - Date     Condition        Report By
 DL1339  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1339
 DL1339                          STATION DESCRIPTION
 DL1339
 DL1339'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1695 ***********************************************************************
 FG1695  DESIGNATION -  ARVA
 FG1695  PID         -  FG1695
 FG1695  STATE/COUNTY-  AR/FAULKNER
 FG1695  USGS QUAD   -  VILONIA (1994)
 FG1695
 FG1695                         *CURRENT SURVEY CONTROL
 FG1695  ___________________________________________________________________
 FG1695* NAD 83(1997)-  35 03 54.03352(N)    092 14 55.27775(W)     ADJUSTED  
 FG1695* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 FG1695  ___________________________________________________________________
 FG1695  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 FG1695  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FG1695
 FG1695  HORZ ORDER  -  FIRST
 FG1695
 FG1695.The horizontal coordinates were established by classical geodetic methods
 FG1695.and adjusted by the National Geodetic Survey in September 1999..
 FG1695
 FG1695.The orthometric height was scaled from a topographic map.
 FG1695
 FG1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1695
 FG1695.The geoid height was determined by GEOID03.
 FG1695
 FG1695;                    North         East     Units Scale Factor Converg.
 FG1695;SPC AR N     -    81,202.130   377,316.226   MT  0.99997672   -0 08 41.0
 FG1695;SPC AR N     -   266,410.65  1,237,911.65   sFT  0.99997672   -0 08 41.0
 FG1695;SPC AR S     -   666,050.539   377,313.877   MT  1.00008018   -0 08 21.1
 FG1695;SPC AR S     - 2,185,200.81  1,237,903.94   sFT  1.00008018   -0 08 21.1
 FG1695;UTM  15      - 3,880,510.435   568,504.845   MT  0.99965784   +0 25 53.9
 FG1695
 FG1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1695!SPC AR N     -   0.99997702  x   0.99997672  =   0.99995374
 FG1695!SPC AR S     -   0.99997702  x   1.00008018  =   1.00005720
 FG1695!UTM  15      -   0.99997702  x   0.99965784  =   0.99963487
 FG1695
 FG1695|---------------------------------------------------------------------|
 FG1695| PID    Reference Object                     Distance      Geod. Az  |
 FG1695|                                                           dddmmss.s |
 FG1695| CI0102 ARVA RM 1                            16.684 METERS 11907     |
 FG1695| CI0103 ARVA RM 2                            16.054 METERS 24855     |
 FG1695| CI0101 ARVA AZ MK                                         2951859.8 |
 FG1695|---------------------------------------------------------------------|
 FG1695
 FG1695                          SUPERSEDED SURVEY CONTROL
 FG1695
 FG1695  NAD 83(1986)-  35 03 54.05265(N)    092 14 55.26669(W) AD(       ) 1
 FG1695  NAD 27      -  35 03 53.74000(N)    092 14 54.72500(W) AD(       ) 1
 FG1695
 FG1695.Superseded values are not recommended for survey control.
 FG1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1695.See file dsdata.txt to determine how the superseded data were derived.
 FG1695
 FG1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6850580510(NAD 83)
 FG1695_MARKER: DS = TRIANGULATION STATION DISK
 FG1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1695
 FG1695  HISTORY     - Date     Condition        Report By
 FG1695  HISTORY     - 1940     MONUMENTED       CGS
 FG1695  HISTORY     - 1967     GOOD             CGS
 FG1695
 FG1695                          STATION DESCRIPTION
 FG1695
 FG1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1695'STATION IS LOCATED ABOUT 11.0 MILES ESE OF CONWAY, 2.5 MILES
 FG1695'SW OF VILONIA AND 1.5 MILES SE OF THE ARVA GENERAL MERCHANDISE
 FG1695'STORE.  IT IS ON THE S END OF A N-S RIDGE, 50 FEET E OF
 FG1695'THE HIGHEST POINT ON THE RIDGE AND 40 FEET N OF WHERE THE
 FG1695'RIDGE SLOPES SHARPLY TO THE S.  THE STATION IS ABOUT 0.5
 FG1695'MILE SE OF A FARM OCCUPIED BY A FAMILY NAMED GRADY AND ON
 FG1695'THE RIDGE LOCALLY KNOWN AS MOUNT ARVA.
 FG1695'
 FG1695'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 FG1695'CONCRETE.
 FG1695'
 FG1695'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A 2- BY 3-FOOT
 FG1695'SQUARE BOULDER WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 FG1695'THE DISK IS STAMPED ARVA NO.1, 1940.  IT IS ABOUT 1.5 METERS
 FG1695'LOWER THAN THE STATION.
 FG1695'
 FG1695'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A 2-FOOT
 FG1695'SQUARE BOULDER WHICH IS FLUSH WITH THE GROUND.  ON THE BOULDER
 FG1695'IS THE INSCRIPTION 1916 AND AN ARROW POINTING TO A HOLE
 FG1695'IN ANOTHER BOULDER, PROBABLY AN OLD SURVEY STATION.  THE
 FG1695'DISK IS STAMPED ARVA NO.2, 1940.  IT IS ABOUT 0.5 METER
 FG1695'HIGHER THAN THE STATION, ON THE HIGHEST POINT ON THE RIDGE,
 FG1695'ABOUT 15 FEET N OF WHERE THE RIDGE SLOPES SHARPLY TO THE W.
 FG1695'
 FG1695'THE AZIMUTH MARK, A STANDARD DISK SET AT THE TOP OF A SQUARE
 FG1695'BLOCK OR POST OF CONCRETE, PROJECTS 6 INCHES AND IS STAMPED
 FG1695'ARVA 1940.  IT IS 1 MILE WNW OF THE STATION AND ABOUT 75
 FG1695'YARDS W OF A FARMHOUSE.  IT IS 24 FEET N OF AN E-W ROAD,
 FG1695'ON THE S SIDE OF A PEACH ORCHARD AND 75 YARDS W OF A ROAD
 FG1695'LEADING N FROM THE E-W ROAD.  THERE IS A WHITE REFERENCE
 FG1695'POST 5 FEET W OF THE MARK.
 FG1695'
 FG1695'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW TRAIL
 FG1695'BACK TO THE MAIN ROAD, TURN RIGHT, (N) AND GO 0.2 MILE TO
 FG1695'A ROAD LEADING LEFT, (W).  GO W FOR 0.3 MILE TO THE MARK
 FG1695'ON THE N SIDE OF THE ROAD.
 FG1695'
 FG1695'TO REACH THE STATION START AT THE INTERSECTION OF U.S. HIGHWAYS
 FG1695'64 AND 65 IN CONWAY.  GO E ON HIGHWAY 64 FOR 11.0 MILES,
 FG1695'OR 2.8 MILES E OF THE JUNCTION OF STATE HIGHWAY 36, TO THE
 FG1695'ARVA GENERAL MERCHANDISE STORE.  TURN RIGHT, (S), FOR 0.9
 FG1695'MILE TO A FARM ROAD LEADING E.  TURN E, LEFT, AND GO 0.4
 FG1695'MILE TO A GATE AND MRS. GRADYS FARM, GO THROUGH GATE AND
 FG1695'FOLLOW TRAIL E FOR 0.2 MILE TO ANOTHER FARM.  STAY ON LEFT
 FG1695'SIDE OF WASH AND FOLLOW TRAIL UP DRAW 0.2 MILE TO A FENCE.
 FG1695'TURN RIGHT, (S) AND FOLLOW DIM TRAIL 0.3 MILE TO THE TOP
 FG1695'OF RIDGE AND STATION.
 FG1695'
 FG1695'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 FG1695
 FG1695                          STATION RECOVERY (1967)
 FG1695
 FG1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1695'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FG1695'DUE TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1695'
 FG1695'THE STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF
 FG1695'CONWAY, 2-1/2 MILES SOUTH WEST OF VILONIA AND 1-1/2 MILES
 FG1695'SOUTHEAST OF ARVAS GROCERY STORE.
 FG1695'
 FG1695'TO REACH FROM THE POST OFFICE IN VILONIA, GO WEST ON U.S.
 FG1695'HIGHWAY 64 FOR 3.0 MILES TO A SIDE ROAD LEFT AND ARVAS GROCERY
 FG1695'ON THE LEFT.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR
 FG1695'0.75 MILE TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK,
 FG1695'TURN RIGHT AND GO WEST ON GRADED ROAD FOR 0.45 MILE TO THE
 FG1695'MARK ON THE RIGHT.) CONTINUE AHEAD AND GO SOUTHERLY ON
 FG1695'GRADED ROAD FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK
 FG1695'AND GO EASTERLY ON GRADED ROAD FOR 0.25 MILE TO A CROSS
 FG1695'ROAD.  CONTINUE AHEAD AND GO EASTERLY ON FARM ROAD FOR 0.3
 FG1695'MILE TO THE END OF THE ROAD AT THE SECOND HOUSE.  FROM HERE
 FG1695'PACK NORTH AND THEN EAST ALONG THE TOP OF RIDGE TO THE
 FG1695'HIGHEST POINT AND STATION.  ABOUT A 15 MINUTE PACK.
 FG1695'
 FG1695'STATION MARK IS A STANDARD DISK, STAMPED ARVA 1940, SET
 FG1695'IN THE TOP AN 11 INCH SQUARE CONCRETE POST PROJECTING 3
 FG1695'INCHES.  IT IS 35 FEET NORTH-NORTHEAST OF A 6 INCH OAK TREE
 FG1695'WITH A WITNESS SIGN ATTACHED TO THE WEST SIDE AND 52 FEET
 FG1695'NORTHEAST AND 2 FEET LOWER THAN THE HIGHEST POINT OF THE
 FG1695'HILL.
 FG1695'
 FG1695'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARVA NO 1 1940,
 FG1695'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER PROJECTING
 FG1695'3 INCHES.  IT IS 89 FEET NORTHEAST OF THE TREE AND ABOUT
 FG1695'4 FEET LOWER THAN THE STATION.
 FG1695'
 FG1695'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARVA NO 2 1940,
 FG1695'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER FLUSH
 FG1695'WITH THE GROUND.  IT IS 15 FEET SOUTH OF THE TREE AND ON
 FG1695'THE HIGHEST POINT OF THE HILL.
 FG1695'
 FG1695'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARVA 1940, SET
 FG1695'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1695'5 INCHES.  IT IS 225 FEET WEST OF THE CENTER OF A ROAD LEADING
 FG1695'NORTH, 215 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 FG1695'24 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 21 FEET
 FG1695'SOUTH OF POWERLINE POLE NUMBER 32 AND 1 FOOT EAST OF A METAL
 FG1695'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0641 ***********************************************************************
 DL0641  DESIGNATION -  AS
 DL0641  PID         -  DL0641
 DL0641  STATE/COUNTY-  AR/COLUMBIA
 DL0641  USGS QUAD   -  CALHOUN (1966)
 DL0641
 DL0641                         *CURRENT SURVEY CONTROL
 DL0641  ___________________________________________________________________
 DL0641* NAD 83(1986)-  33 12 42.     (N)    093 13 39.     (W)     SCALED    
 DL0641* NAVD 88     -        92.234  (meters)     302.60   (feet)  ADJUSTED  
 DL0641  ___________________________________________________________________
 DL0641  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL0641  DYNAMIC HT  -          92.135 (meters)     302.28  (feet)  COMP
 DL0641  MODELED GRAV-     979,557.4   (mgal)                       NAVD 88
 DL0641
 DL0641  VERT ORDER  -  SECOND    CLASS 0
 DL0641
 DL0641.The horizontal coordinates were scaled from a topographic map and have
 DL0641.an estimated accuracy of +/- 6 seconds.
 DL0641
 DL0641.The orthometric height was determined by differential leveling
 DL0641.and adjusted by the National Geodetic Survey in June 1991..
 DL0641
 DL0641.The geoid height was determined by GEOID03.
 DL0641
 DL0641.The dynamic height is computed by dividing the NAVD 88
 DL0641.geopotential number by the normal gravity value computed on the
 DL0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0641.degrees latitude (g = 980.6199 gals.).
 DL0641
 DL0641.The modeled gravity was interpolated from observed gravity values.
 DL0641
 DL0641;                    North         East    Units  Estimated Accuracy
 DL0641;SPC AR S     -   461,140.      285,560.      MT  (+/- 180 meters Scaled)
 DL0641
 DL0641                          SUPERSEDED SURVEY CONTROL
 DL0641
 DL0641  NGVD 29 (??/??/92)   92.28   (m)          302.8    (f) COMPUTED    2 0
 DL0641
 DL0641.Superseded values are not recommended for survey control.
 DL0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0641.See file dsdata.txt to determine how the superseded data were derived.
 DL0641
 DL0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS787747(NAD 83)
 DL0641_MARKER: N = NAIL
 DL0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0641_SP_SET: OAK TREE
 DL0641_STAMPING: A S
 DL0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0641
 DL0641  HISTORY     - Date     Condition        Report By
 DL0641  HISTORY     - UNK      MONUMENTED       CGS
 DL0641  HISTORY     - 1960     GOOD             NGS
 DL0641
 DL0641                          STATION DESCRIPTION
 DL0641
 DL0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0641'4.15 MI S FROM MAGNOLIA.
 DL0641'ABOUT 4.15 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0641'FROM THE STATION AT MAGNOLIA, 39 FEET EAST OF THE EAST RAIL, IN THE
 DL0641'NORTHEAST ROOT OF A 13-INCH OAK TREE, 99 FEET WEST-NORTHWEST OF THE
 DL0641'CENTER LINE OF A GRADED DIRT ROAD, 108 1/2 FEET SOUTHWEST OF A POWER
 DL0641'POLE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0880 ***********************************************************************
 GE0880  DESIGNATION -  ASH
 GE0880  PID         -  GE0880
 GE0880  STATE/COUNTY-  AR/SHARP
 GE0880  USGS QUAD   -  ASH FLAT (1980)
 GE0880
 GE0880                         *CURRENT SURVEY CONTROL
 GE0880  ___________________________________________________________________
 GE0880* NAD 83(1997)-  36 10 23.13731(N)    091 36 58.83195(W)     ADJUSTED  
 GE0880* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 GE0880  ___________________________________________________________________
 GE0880  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GE0880  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GE0880
 GE0880  HORZ ORDER  -  FIRST
 GE0880
 GE0880.The horizontal coordinates were established by classical geodetic methods
 GE0880.and adjusted by the National Geodetic Survey in September 1999..
 GE0880
 GE0880.The orthometric height was scaled from a topographic map.
 GE0880
 GE0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0880
 GE0880.The geoid height was determined by GEOID03.
 GE0880
 GE0880;                    North         East     Units Scale Factor Converg.
 GE0880;SPC AR N     -   204,178.924   434,515.771   MT  0.99998865   +0 13 23.7
 GE0880;SPC AR N     -   669,877.02  1,425,573.83   sFT  0.99998865   +0 13 23.7
 GE0880;UTM  15      - 4,004,034.286   624,436.401   MT  0.99979079   +0 49 00.4
 GE0880
 GE0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0880!SPC AR N     -   0.99996265  x   0.99998865  =   0.99995130
 GE0880!UTM  15      -   0.99996265  x   0.99979079  =   0.99975344
 GE0880
 GE0880|---------------------------------------------------------------------|
 GE0880| PID    Reference Object                     Distance      Geod. Az  |
 GE0880|                                                           dddmmss.s |
 GE0880| CI0105 ASH RM 1                             41.906 METERS 05103     |
 GE0880| GE0881 CENTER LOOKOUT TOWER 14 1           APPROX. 7.5 KM 1032913.2 |
 GE0880| CI0104 ASH AZ MK                                          2025234.6 |
 GE0880| CI0106 ASH RM 2                             30.643 METERS 28322     |
 GE0880|---------------------------------------------------------------------|
 GE0880
 GE0880                          SUPERSEDED SURVEY CONTROL
 GE0880
 GE0880  NAD 83(1986)-  36 10 23.14754(N)    091 36 58.83099(W) AD(       ) 1
 GE0880  NAD 27      -  36 10 22.89900(N)    091 36 58.32200(W) AD(       ) 1
 GE0880
 GE0880.Superseded values are not recommended for survey control.
 GE0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0880.See file dsdata.txt to determine how the superseded data were derived.
 GE0880
 GE0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2443604034(NAD 83)
 GE0880_MARKER: DS = TRIANGULATION STATION DISK
 GE0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0880
 GE0880  HISTORY     - Date     Condition        Report By
 GE0880  HISTORY     - 1934     MONUMENTED       CGS
 GE0880  HISTORY     - 1953     GOOD             CGS
 GE0880  HISTORY     - 1961     GOOD             USGS
 GE0880
 GE0880                          STATION DESCRIPTION
 GE0880
 GE0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GE0880'THIS STATION IS LOCATED ON A SLIGHT KNOLL OF SOME OPEN TIMBER
 GE0880'LAND, ABOUT 4.5 MILES S OF ASH FLAT.  THE STATION IS LOCATED
 GE0880'0.2 MILE FROM STATE HIGHWAY 11, 86.7 FEET E OF WOOD ROAD, AND
 GE0880'15.2 FEET E OF A 12-INCH OAK TREE.
 GE0880'
 GE0880'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 GE0880'IN THE TOPS OF CONCRETE CYLINDERS.
 GE0880'
 GE0880'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GE0880'
 GE0880'REFERENCE MARK NO. 1 IS N OF THE STATION, IN A WOODED AREA
 GE0880'0.22 MILE FROM STATE HIGHWAY 11.
 GE0880'
 GE0880'REFERENCE MARK NO. 2 IS W OF THE STATION.  THE MARK IS LOCATED
 GE0880'0.15 MILE E OF STATE HIGHWAY 11, JUST W OF A WOOD ROAD,
 GE0880'W OF A SLIGHT KNOLL.
 GE0880'
 GE0880'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION DUE TO THE
 GE0880'TOPOGRAPHY OF THE LAND.
 GE0880'
 GE0880'TO REACH FROM ASH FLAT, GO S ON STATE HIGHWAY 11 FOR A DISTANCE
 GE0880'OF 4.4 MILES, OR N FROM EVENING SHADE 7.4 MILES TO A WOODED
 GE0880'ROAD LEADING E, TURN E AND GO 0.15 MILE, AND AT A CURVE
 GE0880'TO THE N, LEAVE THE WOOD ROAD AND GO 30 PACES E TO THE STATION.
 GE0880'
 GE0880'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 GE0880
 GE0880                          STATION RECOVERY (1953)
 GE0880
 GE0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0880'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 GE0880'DISK IN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 HAVE
 GE0880'BEEN MUTILATED BY SOME TYPE OF SHARP INSTRUMENT BUT ARE
 GE0880'PHYSICALLY INTACT AND IN GOOD CONDITION.  AN AZIMUTH MARK WAS
 GE0880'ESTABLISHED.
 GE0880'
 GE0880'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GE0880'
 GE0880'THE STATION IS LOCATED ON A WOODED KNOLL ABOUT 8 MILES NORTH
 GE0880'OF EVENING SHADE, 4-1/2 MILES SOUTH OF ASH FLAT AND 0.2
 GE0880'MILE EAST OF STATE ROUTE NO. 11.  IT IS 109.0 FEET WEST
 GE0880'OF THE SOUTHWEST CORNER OF THE REMAINS OF AN OLD STONE HOUSE,
 GE0880'15.0 FEET EAST OF A TRIANGULAR BLAZED OAK TREE AND 12.0 FEET
 GE0880'SOUTH OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 6 INCHES
 GE0880'AND IS STAMPED ASH 1934.
 GE0880'
 GE0880'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE KNOLL ABOUT
 GE0880'1 FOOT BELOW THE ELEVATION OF THE STATION AND 20.0 FEET
 GE0880'NORTH OF THE NORTHWEST CORNER OF AN OLD STONE HOUSE.  IT
 GE0880'PROJECTS 8 INCHES AND IS STAMPED ASH NO 1 1934.
 GE0880'
 GE0880'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE KNOLL ABOUT
 GE0880'4-1/2 FEET BELOW THE ELEVATION OF THE STATION, 15.0 FEET
 GE0880'WEST OF THE CENTER OF A TRACK ROAD AND 10.0 FEET NORTH OF
 GE0880'THE CENTER OF A TRACK ROAD.  IT PROJECTS 7 INCHES AND IS
 GE0880'STAMPED ASH NO 2 1934.
 GE0880'
 GE0880'THE AZIMUTH MARK IS ALONG THE RIGHT-OF-WAY OF STATE ROUTE
 GE0880'NO. 11, ABOUT 200 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GE0880'A HOUSE, 28.0 FEET WEST OF THE CENTER OF STATE ROUTE NO.
 GE0880'11 AND 2.0 FEET NORTH OF A FENCE CORNER.  IT PROJECTS 4
 GE0880'INCHES AND IS STAMPED ASH 1934 RESET 1953.
 GE0880'
 GE0880'TO REACH THE STATION FROM THE POST OFFICE IN EVENING SHADE, GO
 GE0880'EAST ON A PAVED STREET FOR 0.25 MILE TO STATE ROUTE NO. 11,
 GE0880'TURN LEFT AND GO NORTHERLY ON STATE ROUTE NO. 11 FOR 7.35 MILES AND
 GE0880'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHERLY
 GE0880'ON STATE ROUTE NO. 11 FOR 0.45 MILE TO A TRACK ROAD ON THE
 GE0880'RIGHT LEADING INTO THE WOODS, TURN RIGHT AND GO EASTERLY ON A
 GE0880'TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT JUST
 GE0880'BEFORE REACHING THE REMAINS OF AN OLD ROCK HOUSE AS DESCRIBED.
 GE0880
 GE0880                          STATION RECOVERY (1961)
 GE0880
 GE0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GE0880'REFERENCE MARK NO. 1 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1178 ***********************************************************************
 DM1178  DESIGNATION -  ASHDOWN CITY WATER TANK
 DM1178  PID         -  DM1178
 DM1178  STATE/COUNTY-  AR/LITTLE RIVER
 DM1178  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1178
 DM1178                         *CURRENT SURVEY CONTROL
 DM1178  ___________________________________________________________________
 DM1178* NAD 83(1997)-  33 40 29.63022(N)    094 07 39.16949(W)     ADJUSTED  
 DM1178* NAVD 88     -                                                        
 DM1178  ___________________________________________________________________
 DM1178  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DM1178  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1178
 DM1178  HORZ ORDER  -  THIRD
 DM1178
 DM1178.The horizontal coordinates were established by classical geodetic methods
 DM1178.and adjusted by the National Geodetic Survey in September 1999..
 DM1178
 DM1178
 DM1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1178
 DM1178.The geoid height was determined by GEOID03.
 DM1178
 DM1178;                    North         East     Units Scale Factor Converg.
 DM1178;SPC AR S     -   513,875.265   202,727.832   MT  0.99993804   -1 11 26.8
 DM1178;SPC AR S     - 1,685,939.10    665,116.23   sFT  0.99993804   -1 11 26.8
 DM1178;SPC TXNC     - 2,231,134.378 1,005,335.717   MT  0.99993165   +2 23 05.0
 DM1178;SPC TXNC     - 7,319,980.04  3,298,338.93   sFT  0.99993165   +2 23 05.0
 DM1178;UTM  15      - 3,726,680.505   395,475.853   MT  0.99973469   -0 37 30.9
 DM1178
 DM1178                          SUPERSEDED SURVEY CONTROL
 DM1178
 DM1178  NAD 83(1997)-  33 40 29.63482(N)    094 07 39.16524(W) AD(       ) 4
 DM1178  NAD 83(1997)-  33 40 29.63486(N)    094 07 39.16458(W) AD(       ) 4
 DM1178  NAD 83(1986)-  33 40 29.63623(N)    094 07 39.15882(W) AD(       ) 4
 DM1178  NAD 27      -  33 40 29.20500(N)    094 07 38.46600(W) AD(       ) 3
 DM1178
 DM1178.Superseded values are not recommended for survey control.
 DM1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1178.See file dsdata.txt to determine how the superseded data were derived.
 DM1178
 DM1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9547626681(NAD 83)
 DM1178_MARKER: 51 = TANK
 DM1178
 DM1178  HISTORY     - Date     Condition        Report By
 DM1178  HISTORY     - 1930     FIRST OBSERVED   CGS
 DM1178  HISTORY     - 1938     GOOD             TSI
 DM1178  HISTORY     - 1941     GOOD             CGS
 DM1178  HISTORY     - 1951     GOOD             CGS
 DM1178  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1178
 DM1178                          STATION DESCRIPTION
 DM1178
 DM1178'DESCRIBED BY TOBIN SURVEYS INCORPORATED 1938
 DM1178'NO DESCRIPTION FURNISHED.  TANK IS IN GOOD CONDITION.
 DM1178
 DM1178                          STATION RECOVERY (1941)
 DM1178
 DM1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DM1178'STATION IS LOCATED IN THE NORTHEAST PART OF THE CITY OF ASHDOWN,
 DM1178'ABOUT 80 FEET SOUTH OF THE MAIN TRACKS OF THE FRISCO LINE
 DM1178'RAILROAD, AND 75 FEET EAST OF A NORTH-SOUTH GRAVEL ROAD.
 DM1178'
 DM1178'THE TANK IS SUPPORTED BY A STEEL STRUCTURE, IS ALUMINUM COLORED
 DM1178'AND IS ABOUT 110 FEET HIGH.  THE POINT LOCATED WAS THE APEX
 DM1178'OF THE CONICAL ROOF OF THE TANK.
 DM1178
 DM1178                          STATION RECOVERY (1951)
 DM1178
 DM1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1178'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.  THE LETTERS
 DM1178'ASHDOWN NOW APPEAR ON THE NORTH SIDE OF THE TANK.
 DM1178
 DM1178                          STATION RECOVERY (1997)
 DM1178
 DM1178'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1175 ***********************************************************************
 DM1175  DESIGNATION -  ASHDOWN FEDERAL COMPRESS CO TK
 DM1175  PID         -  DM1175
 DM1175  STATE/COUNTY-  AR/LITTLE RIVER
 DM1175  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1175
 DM1175                         *CURRENT SURVEY CONTROL
 DM1175  ___________________________________________________________________
 DM1175* NAD 83(1997)-  33 40 00.25954(N)    094 07 31.23326(W)     ADJUSTED  
 DM1175* NAVD 88     -                                                        
 DM1175  ___________________________________________________________________
 DM1175  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DM1175  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1175
 DM1175  HORZ ORDER  -  THIRD
 DM1175
 DM1175.The horizontal coordinates were established by classical geodetic methods
 DM1175.and adjusted by the National Geodetic Survey in September 1999..
 DM1175
 DM1175
 DM1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1175
 DM1175.The geoid height was determined by GEOID03.
 DM1175
 DM1175;                    North         East     Units Scale Factor Converg.
 DM1175;SPC AR S     -   512,966.355   202,913.426   MT  0.99993893   -1 11 22.3
 DM1175;SPC AR S     - 1,682,957.12    665,725.13   sFT  0.99993893   -1 11 22.3
 DM1175;SPC TXNC     - 2,230,238.819 1,005,577.631   MT  0.99993011   +2 23 09.3
 DM1175;SPC TXNC     - 7,317,041.86  3,299,132.61   sFT  0.99993011   +2 23 09.3
 DM1175;UTM  15      - 3,725,773.657   395,670.370   MT  0.99973419   -0 37 26.1
 DM1175
 DM1175                          SUPERSEDED SURVEY CONTROL
 DM1175
 DM1175  NAD 83(1997)-  33 40 00.26407(N)    094 07 31.22896(W) AD(       ) 4
 DM1175  NAD 83(1997)-  33 40 00.26413(N)    094 07 31.22829(W) AD(       ) 4
 DM1175  NAD 83(1986)-  33 40 00.26557(N)    094 07 31.22260(W) AD(       ) 4
 DM1175  NAD 27      -  33 39 59.83100(N)    094 07 30.52000(W) AD(       ) 3
 DM1175
 DM1175.Superseded values are not recommended for survey control.
 DM1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1175.See file dsdata.txt to determine how the superseded data were derived.
 DM1175
 DM1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9567025774(NAD 83)
 DM1175_MARKER: 51 = TANK
 DM1175
 DM1175  HISTORY     - Date     Condition        Report By
 DM1175  HISTORY     - 1941     FIRST OBSERVED   CGS
 DM1175  HISTORY     - 1951     GOOD             CGS
 DM1175  HISTORY     - 19971025 GOOD             USPSQD
 DM1175
 DM1175                          STATION DESCRIPTION
 DM1175
 DM1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DM1175'THIS INTERSECTION STATION IS LOCATED IN THE S PART OF THE TOWN
 DM1175'OF ASHDOWN, 225 FEET W OF U.S. HIGHWAY 71 AND 110 FEET S OF A RED
 DM1175'FRAME BUILDING.
 DM1175'
 DM1175'TANK IS CONSTRUCTED OF STEEL AND IS PAINTED SILVER WITH THE WORDS,
 DM1175'FEDERAL COMPRESS AND WHSE. CO., IN BLACK LETTERS ON THE SE SIDE
 DM1175'OF THE TANK PROPER.  IT IS 110 FEET HIGH.  POINT LOCATED WAS
 DM1175'THE CENTER OF THE TOP OF THE TANK.
 DM1175
 DM1175                          STATION RECOVERY (1951)
 DM1175
 DM1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1175'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.  THE LETTERS
 DM1175'FEDERAL COMPRESS AND WHSE CO NOW APPEAR ON THE SOUTHEAST SIDE
 DM1175'OF THE TANK.
 DM1175
 DM1175                          STATION RECOVERY (1997)
 DM1175
 DM1175'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0027 ***********************************************************************
 DM0027  DESIGNATION -  ASHDOWN NW BASE
 DM0027  PID         -  DM0027
 DM0027  STATE/COUNTY-  AR/LITTLE RIVER
 DM0027  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0027
 DM0027                         *CURRENT SURVEY CONTROL
 DM0027  ___________________________________________________________________
 DM0027* NAD 83(1997)-  33 41 17.42556(N)    094 08 44.51450(W)     ADJUSTED  
 DM0027* NAVD 88     -       100.268  (meters)     328.96   (feet)  ADJUSTED  
 DM0027  ___________________________________________________________________
 DM0027  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DM0027  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DM0027  DYNAMIC HT  -         100.165 (meters)     328.62  (feet)  COMP
 DM0027  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 DM0027
 DM0027  HORZ ORDER  -  FIRST
 DM0027  VERT ORDER  -  FIRST     CLASS II
 DM0027
 DM0027.The horizontal coordinates were established by classical geodetic methods
 DM0027.and adjusted by the National Geodetic Survey in September 1999..
 DM0027
 DM0027.The orthometric height was determined by differential leveling
 DM0027.and adjusted by the National Geodetic Survey in June 1991..
 DM0027.WARNING-Repeat measurements at this control monument indicate possible
 DM0027.vertical movement.
 DM0027
 DM0027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM0027
 DM0027.The geoid height was determined by GEOID03.
 DM0027
 DM0027.The dynamic height is computed by dividing the NAVD 88
 DM0027.geopotential number by the normal gravity value computed on the
 DM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0027.degrees latitude (g = 980.6199 gals.).
 DM0027
 DM0027.The modeled gravity was interpolated from observed gravity values.
 DM0027
 DM0027;                    North         East     Units Scale Factor Converg.
 DM0027;SPC AR S     -   515,382.560   201,075.891   MT  0.99993662   -1 12 03.3
 DM0027;SPC AR S     - 1,690,884.28    659,696.49   sFT  0.99993662   -1 12 03.3
 DM0027;SPC TXNC     - 2,232,535.709 1,003,592.996   MT  0.99993419   +2 22 29.3
 DM0027;SPC TXNC     - 7,324,577.57  3,292,621.35   sFT  0.99993419   +2 22 29.3
 DM0027;UTM  15      - 3,728,171.125   393,809.451   MT  0.99973902   -0 38 08.0
 DM0027
 DM0027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM0027!SPC AR S     -   0.99998851  x   0.99993662  =   0.99992513
 DM0027!SPC TXNC     -   0.99998851  x   0.99993419  =   0.99992270
 DM0027!UTM  15      -   0.99998851  x   0.99973902  =   0.99972753
 DM0027
 DM0027:                Primary Azimuth Mark                     Grid Az
 DM0027:SPC AR S     -  OKAY IDEAL CEMENT CO STACK               067 16 21.6
 DM0027:SPC TXNC     -  OKAY IDEAL CEMENT CO STACK               063 41 49.0
 DM0027:UTM  15      -  OKAY IDEAL CEMENT CO STACK               066 42 26.3
 DM0027
 DM0027|---------------------------------------------------------------------|
 DM0027| PID    Reference Object                     Distance      Geod. Az  |
 DM0027|                                                           dddmmss.s |
 DM0027| DL1586 OKAY IDEAL CEMENT CO STACK          APPROX.22.2 KM 0660418.3 |
 DM0027| DL1583 OKAY IDEAL CEMENT CO TANK           APPROX.22.2 KM 0670804.2 |
 DM0027| CX4943 ASHDOWN NW BASE RM 1                 31.780 METERS 06750     |
 DM0027| CX4944 ASHDOWN NW BASE RM 3                               08140     |
 DM0027| DM1178 ASHDOWN CITY WATER TANK             APPROX. 2.2 KM 1311039.5 |
 DM0027| DM0097 ASHDOWN SE BASE                     APPROX.14.7 KM 1402125.0 |
 DM0027| DM1085 ASHDOWN NW BASE RM 2                200.000 METERS 15831     |
 DM0027| DM1084 ASHDOWN NW BASE RM 4                               34745     |
 DM0027|---------------------------------------------------------------------|
 DM0027
 DM0027                          SUPERSEDED SURVEY CONTROL
 DM0027
 DM0027  NAD 83(1997)-  33 41 17.43025(N)    094 08 44.51033(W) AD(       ) 1
 DM0027  NAD 83(1997)-  33 41 17.43020(N)    094 08 44.50971(W) AD(       ) 1
 DM0027  NAD 83(1986)-  33 41 17.43148(N)    094 08 44.50386(W) AD(       ) 1
 DM0027  NAD 27      -  33 41 17.00200(N)    094 08 43.80500(W) AD(       ) 1
 DM0027  NGVD 29 (??/??/92)  100.259  (m)          328.93   (f) ADJ UNCH    1 2
 DM0027
 DM0027.Superseded values are not recommended for survey control.
 DM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0027.See file dsdata.txt to determine how the superseded data were derived.
 DM0027
 DM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9380928171(NAD 83)
 DM0027_MARKER: DS = TRIANGULATION STATION DISK
 DM0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0027_SP_SET: CONCRETE POST
 DM0027_STAMPING: ASHDOWN NWB 1930
 DM0027_MARK LOGO: CGS   
 DM0027_PROJECTION: PROJECTING 5 CENTIMETERS
 DM0027_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0027+STABILITY: SURFACE MOTION
 DM0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM0027+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 DM0027
 DM0027  HISTORY     - Date     Condition        Report By
 DM0027  HISTORY     - 1930     MONUMENTED       CGS
 DM0027  HISTORY     - 1932     GOOD             NGS
 DM0027  HISTORY     - 1938     GOOD             TSI
 DM0027  HISTORY     - 1951     GOOD             CGS
 DM0027  HISTORY     - 1962     GOOD             CGS
 DM0027  HISTORY     - 1962     GOOD             NGS
 DM0027  HISTORY     - 1969     MARK NOT FOUND   CGS
 DM0027  HISTORY     - 1975     GOOD             NGS
 DM0027  HISTORY     - 1985     GOOD             NGS
 DM0027  HISTORY     - 1987     GOOD             USPSQD
 DM0027  HISTORY     - 1988     GOOD             USPSQD
 DM0027  HISTORY     - 1989     GOOD             USPSQD
 DM0027  HISTORY     - 1990     GOOD             USPSQD
 DM0027  HISTORY     - 19920823 GOOD             USPSQD
 DM0027  HISTORY     - 19921119 GOOD             NOS
 DM0027  HISTORY     - 19971025 GOOD             USPSQD
 DM0027
 DM0027                          STATION DESCRIPTION
 DM0027
 DM0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM0027'IN A CULTIVATED FIELD OWNED BY MRS. J.P. ERWIN, 1.3 MILES NW
 DM0027'OF ASHDOWN RAILWAY CROSSING, ON U.S. HIGHWAY 71, 17.1 METERS
 DM0027'(56 FEET) W OF HIGHWAY, ON NORTHERN PROLONGATION OF TANGENT
 DM0027'OF KANSAS CITY SOUTHERN RAILWAY, 60 METERS (197 FEET) W OF
 DM0027'TRACKS, AND 7 METERS (23 FEET) W OF E FENCE OF FIELD.
 DM0027'
 DM0027'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DM0027'DISKS SET IN CONCRETE.
 DM0027'
 DM0027'REFERENCE MARK NO. 1 IS 14.7 METERS (48 FEET) E OF HIGHWAY,
 DM0027'8 METERS (26 FEET) W OF THE RAILROAD, AND 31.78 METERS (104.3
 DM0027'FEET) FROM STATION, N 67 DEG 50 MIN E.
 DM0027'
 DM0027'REFERENCE MARK NO. 2 IS 30 METERS (98 FEET) W OF HIGHWAY,
 DM0027'IN AN E-AND-W FENCE LINE 4 METERS (13 FEET) W OF FENCE CORNER,
 DM0027'35 METERS (115 FEET) S OF SE CORNER OF HOUSE, AND 200 METERS
 DM0027'(656 FEET) FROM STATION, S 21 DEG 28 MIN 55 SEC E.
 DM0027
 DM0027                          STATION RECOVERY (1932)
 DM0027
 DM0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1932
 DM0027'1.5 MI N FROM ASHDOWN.
 DM0027'LOCATED 2450 FEET SOUTH OF MILEPOST 466.  53 FEET WEST OF THE
 DM0027'CENTERLINE OF HIGHWAY U.S. NO. 71.  140 FEET WEST OF THE WEST RAIL. AT
 DM0027'TRIANGULATION MARK STAMPED ASHDOWN N.W. BASE, 1930.
 DM0027
 DM0027                          STATION RECOVERY (1938)
 DM0027
 DM0027'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 DM0027'STATION RECOVERED IN GOOD CONDITION.  HIGHWAY 71, IN STATION
 DM0027'AREA HAS BEEN RE-LOCATED ON E SIDE OF KANSAS CITY SOUTHERN
 DM0027'RAILROAD.
 DM0027
 DM0027                          STATION RECOVERY (1951)
 DM0027
 DM0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM0027'THE STATION WAS RECOVERED AS DESCRIBED IN 1930.  ALL MARKS
 DM0027'WERE IN GOOD CONDITION.  DUE TO CHANGES IN THE NEAR VICINITY
 DM0027'OF THE STATION THE 1930 DESCRIPTION NO LONGER APPLIES.  A
 DM0027'COMPLETE NEW DESCRIPTION FOLLOWS.
 DM0027'
 DM0027'THE STATION IS LOCATED 1.25 MILES NORTHWEST OF THE CENTER
 DM0027'OF ASHDOWN, 519 FEET NORTH OF THE NORTHWEST CORNER OF A
 DM0027'VACANT FARM HOUSE (THE ONLY ONE WITHIN 1/2 MILE) 182 FEET
 DM0027'WEST OF THE WEST RAIL OF A RAILROAD TRACK, 56 FEET WEST OF
 DM0027'THE CENTER OF A GRAVEL ROAD, AND 22 FEET WEST OF A NORTH-SOUTH
 DM0027'FENCE LINE.
 DM0027'
 DM0027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 DM0027'AND STATE HIGHWAY 32 IN THE NORTHWEST PART OF ASHDOWN.  GO
 DM0027'WEST ACROSS THE RAILROAD TRACK ON THE LATTER FOR 0.1 MILE
 DM0027'TO A GRAVELED ROAD ON THE RIGHT (OLD U.S. HIGHWAY 71).  TURN
 DM0027'RIGHT, NORTH, AND GO FOR 1.25 MILES TO THE STATION ON THE
 DM0027'LEFT AS DESCRIBED.
 DM0027'
 DM0027'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 DM0027'ASHDOWN N.W.B. 1930.
 DM0027'
 DM0027'REFERENCE MARK NO. 1 IS 78 FEET WEST OF THE WEST RAIL OF
 DM0027'THE TRACK AND 48 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 DM0027'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED ASHDOWN
 DM0027'N.W.B. 1930 NO 1.
 DM0027'
 DM0027'REFERENCE MARK NO. 2 IS 122 FEET SOUTH OF THE SOUTHEAST CORNER
 DM0027'OF THE FARM HOUSE AND 96 FEET WEST OF THE CENTER OF THE ROAD.
 DM0027'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED ASHDOWN
 DM0027'N.W.B. 1930 NO 2.
 DM0027'
 DM0027'NO DIRECTIONS WERE TAKEN IN 1951.
 DM0027
 DM0027                          STATION RECOVERY (1962)
 DM0027
 DM0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DM0027'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND
 DM0027'FOUND IN GOOD CONDITION.  THE 1951 RECOVERY NOTE IS ADEQUATE
 DM0027'FOR RECOVERY BUT THE DISTANCE TO R.M. NO. 2 SHOULD READ
 DM0027'200.00 METERS - 656 FEET.  R.M. NO. 1 IS AS DESCRIBED AND
 DM0027'IS ABOUT 50 FEET NORTHWEST OF A TELEPHONE AND TELEGRAPH
 DM0027'POLE THAT IS ACROSS TRACKS FROM A BRACED POLE.
 DM0027'
 DM0027'THE 1951 DESCRIPTION TO REACH THE STATION FROM ASHDOWN IS
 DM0027'ADEQUATE FOR RECOVERY.
 DM0027
 DM0027                          STATION RECOVERY (1962)
 DM0027
 DM0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0027'RECOVERED IN GOOD CONDITION.
 DM0027
 DM0027                          STATION RECOVERY (1969)
 DM0027
 DM0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DM0027'THE STATION SITE WAS UNDER WATER AT THE TIME OF RECOVERY
 DM0027'AND THE STATION MARK AND REFERENCE MARK 1 WERE NOT FOUND.
 DM0027'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  THIS STATION
 DM0027'SHOULD BE VISITED IN THE NEAR FUTURE AND A REFERENCE MARK
 DM0027'3 SET, SINCE REFERENCE MARK 2 IS SO FAR FROM THE STATION.
 DM0027'
 DM0027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 DM0027'NORTHWEST OF ASHDOWN
 DM0027
 DM0027                          STATION RECOVERY (1975)
 DM0027
 DM0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CN)
 DM0027'THE STATION WAS VISITED 2-24-75 AND THE STATION MARK AND REFERENCE
 DM0027'MARK NO 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 1 WAS
 DM0027'FOUND DESTROYED AND THE DISK WAS RECLAIMED AT THIS TIME.  REFERENCE
 DM0027'MARK NO 2 IS VISIBLE FROM THE STATION WITH AN 18 FOOT SINGLE AS
 DM0027'THERE HAS BEEN A HOUSE TRAILER PARKED ON LINE.  THE DISTANCE TO
 DM0027'RM 2 IS WRONG AS PUBLISHED IN PREVIOUS DESCRIPTIONS.  NEW REFERENCE
 DM0027'MARKS NO 3 AND NO 4 WERE ESTABLISHED AT THIS DATE.  A NEW
 DM0027'DESCRIPTION FOLLOWS--
 DM0027'
 DM0027'0.2 MILE WEST OF U.S. HIGHWAY 71.
 DM0027'
 DM0027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71, 59,
 DM0027'AND STATE HIGHWAY 32 AT THE CAUTION LIGHT IN ASHDOWN, GO WEST ON
 DM0027'MAIN STREET FOR 0.05 MILE TO A CROSS STREET (NORTHWEST FRONT
 DM0027'STREET), TURN RIGHT AND GO NORTHERLY ON NORTHWEST FRONT STREET
 DM0027'FOR 1.25 MILES TO THE STATION ON THE LEFT.
 DM0027'
 DM0027'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 DM0027'ASHDOWN NWB 1930, SET IN THE TOP OF A SQUARE CONCRETE POST
 DM0027'PROJECTING 2 INCHES.  IT IS IN AN OPEN FIELD 59 FEET WEST OF THE
 DM0027'CENTER OF A PAVED ROAD, 63.5 FEET SOUTH-SOUTHWEST OF TELEPHONE
 DM0027'POLE NO. 28040 AND 1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 DM0027'
 DM0027'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DM0027'ASHDOWN NWB 1930 NO 2 SET IN THE TOP OF A SQUARE CONCRETE POST
 DM0027'PROJECTING 1 INCH.  IT IS 94 FEET WEST OF THE CENTER OF A PAVED
 DM0027'ROAD, 32 FEET WEST-SOUTHWEST OF POWER POLE NO. 11653 WITH A YARD
 DM0027'LIGHT ATTACHED AND 30 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DM0027'A SMALL HOUSE.
 DM0027'
 DM0027'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DM0027'ASHDOWN NWB 1930 NO 3 1975, SET IN TOP OF A ROUND CONCRETE POST,
 DM0027'FLUSH WITH THE GROUND.  IT IS 40 FEET EAST OF THE CENTER OF A PAVED
 DM0027'ROAD, 35 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS, 5 FEET
 DM0027'SOUTHWEST OF A TELEGRAPH POLE AND 1.5 FEET WEST OF A METAL
 DM0027'WITNESS POST AND SIGN.
 DM0027'
 DM0027'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DM0027'ASHDOWN NWB 1930 NO 4 1975, SET IN THE TOP OF A ROUND CONCRETE POST
 DM0027'FLUSH WITH THE GROUND.  IT IS BETWEEN TWO POWER POLES, 74.5 FEET
 DM0027'WEST OF THE CENTER OF A PAVED ROAD, 10 FEET SOUTH OF THE NORTH
 DM0027'POWER POLE, AND 3.5 FEET NORTH OF THE SOUTH POWER POLE.
 DM0027'
 DM0027'THE DISTANCE BETWEEN REFERENCE MARK NO 2 AND REFERENCE MARK NO 3
 DM0027'IS 523.58 FEET.
 DM0027'
 DM0027'THE DISTANCE BETWEEN REFERENCE MARK NO 4 IS 576.39 FEET.
 DM0027
 DM0027                          STATION RECOVERY (1985)
 DM0027
 DM0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0027'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  0.08 KM
 DM0027'(0.05 MI) WEST ALONG MAIN STREET (STATE ROUTE 32 WEST) FROM THE
 DM0027'JUNCTION OF U.S. HIGHWAYS 71 AND 59 IN ASHDOWN, THENCE 2.0 KM
 DM0027'(1.25 MI) NORTH ALONG NW FRONT STREET (OLD HIGHWAY 71) TO THE STATION
 DM0027'ON THE LEFT, IN A SMALL OPEN FEILD, ON THE PROPERTY OF MR. BOB WILSON,
 DM0027'18.2 METERS (59.8 FT) WEST OF THE APPROXIMATE CENTER OF THE ASPHALT
 DM0027'ROAD, 19.4 METERS (63.6 FT) SOUTH-SOUTHWEST OF POWERLINE POLE NUMBER
 DM0027'28040, 163.6 METERS (536.75 FT) NORTH OF REFERENCE MARK 2 (COMPUTED
 DM0027'DISTANCE), AND 166.5 METERS (546.02 FT) SOUTH OF REFERENCE MARK 4
 DM0027'(COMPUTED DISTANCE).
 DM0027'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 DM0027'THE MARK IS 0.31 M ABOVE ROAD.
 DM0027
 DM0027                          STATION RECOVERY (1987)
 DM0027
 DM0027'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM0027'RECOVERED IN GOOD CONDITION.
 DM0027
 DM0027                          STATION RECOVERY (1988)
 DM0027
 DM0027'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM0027'RECOVERED IN GOOD CONDITION.
 DM0027
 DM0027                          STATION RECOVERY (1989)
 DM0027
 DM0027'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM0027'RECOVERED IN GOOD CONDITION.
 DM0027
 DM0027                          STATION RECOVERY (1990)
 DM0027
 DM0027'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM0027'RECOVERED IN GOOD CONDITION.
 DM0027
 DM0027                          STATION RECOVERY (1992)
 DM0027
 DM0027'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM0027'RECOVERED IN GOOD CONDITION.
 DM0027
 DM0027                          STATION RECOVERY (1992)
 DM0027
 DM0027'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DM0027'RECOVERED IN GOOD CONDITION.
 DM0027
 DM0027                          STATION RECOVERY (1997)
 DM0027
 DM0027'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1084 ***********************************************************************
 DM1084  DESIGNATION -  ASHDOWN NW BASE RM 4
 DM1084  PID         -  DM1084
 DM1084  STATE/COUNTY-  AR/LITTLE RIVER
 DM1084  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1084
 DM1084                         *CURRENT SURVEY CONTROL
 DM1084  ___________________________________________________________________
 DM1084* NAD 83(1986)-  33 41 17.     (N)    094 08 45.     (W)     SCALED    
 DM1084* NAVD 88     -        99.926  (meters)     327.84   (feet)  ADJUSTED  
 DM1084  ___________________________________________________________________
 DM1084  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DM1084  DYNAMIC HT  -          99.822 (meters)     327.50  (feet)  COMP
 DM1084  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 DM1084
 DM1084  VERT ORDER  -  FIRST     CLASS II
 DM1084
 DM1084.The horizontal coordinates were scaled from a topographic map and have
 DM1084.an estimated accuracy of +/- 6 seconds.
 DM1084
 DM1084.The orthometric height was determined by differential leveling
 DM1084.and adjusted by the National Geodetic Survey in June 1991..
 DM1084
 DM1084.The geoid height was determined by GEOID03.
 DM1084
 DM1084.The dynamic height is computed by dividing the NAVD 88
 DM1084.geopotential number by the normal gravity value computed on the
 DM1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1084.degrees latitude (g = 980.6199 gals.).
 DM1084
 DM1084.The modeled gravity was interpolated from observed gravity values.
 DM1084
 DM1084;                    North         East    Units  Estimated Accuracy
 DM1084;SPC AR S     -   515,370.      201,060.      MT  (+/- 180 meters Scaled)
 DM1084
 DM1084                          SUPERSEDED SURVEY CONTROL
 DM1084
 DM1084.No superseded survey control is available for this station.
 DM1084
 DM1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT937281(NAD 83)
 DM1084_MARKER: DR = REFERENCE MARK DISK
 DM1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1084_SP_SET: CONCRETE POST
 DM1084_STAMPING: ASHDOWN NWB 1930 NO 4 1975
 DM1084_MARK LOGO: NGS   
 DM1084_PROJECTION: FLUSH
 DM1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1084+STABILITY: SURFACE MOTION
 DM1084
 DM1084  HISTORY     - Date     Condition        Report By
 DM1084  HISTORY     - 1975     MONUMENTED       NGS
 DM1084  HISTORY     - 1985     GOOD             NGS
 DM1084  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DM1084  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DM1084  HISTORY     - 19920823 MARK NOT FOUND   USPSQD
 DM1084
 DM1084                          STATION DESCRIPTION
 DM1084
 DM1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1084'2.1 KM (1.3 MI) NORTH FROM ASHDOWN.
 DM1084'0.08 KM (0.05 MI) WEST ALONG MAIN STREET (STATE ROUTE 32 WEST) FROM
 DM1084'JUNCTION OF U.S. HIGHWAYS 71 AND 59 IN ASHDOWN, THENCE 2.0 KM
 DM1084'(1.25 MI) NORTHERLY ALONG NW FRONT STREET (OLD HIGHWAY 71) TO THE
 DM1084'STATION ON THE LEFT, JUST NORTH OF STATION ASHDOWN, AT A POWERLINE
 DM1084'CROSSING OVER THE ROAD, BETWEEN TWO POWERLINE POLES, 22.7 METERS
 DM1084'(74.5 FT) WEST OF THE CENTER OF AN ASPHALT ROAD, 3.0 METERS (10.0 FT)
 DM1084'SOUTH OF THE NORTH ONE OF TWO POWERLINE POLES, 1.1 METERS (3.5 FT)
 DM1084'NORTH OF THE SOUTH ONE OF TWO POWERLINE POLES, AND 166.5 METERS
 DM1084'(546.02 FT) NORTH OF STATION ASHDOWN NW BASE (COMPUTED DISTANCE).
 DM1084'THE MARK IS 0.31 M BELOW ROAD.
 DM1084
 DM1084                          STATION RECOVERY (1989)
 DM1084
 DM1084'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1084'MARK NOT FOUND.
 DM1084
 DM1084                          STATION RECOVERY (1990)
 DM1084
 DM1084'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1084'MARK NOT FOUND.
 DM1084
 DM1084                          STATION RECOVERY (1992)
 DM1084
 DM1084'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1085 ***********************************************************************
 DM1085  DESIGNATION -  ASHDOWN NW BASE RM 2
 DM1085  PID         -  DM1085
 DM1085  STATE/COUNTY-  AR/LITTLE RIVER
 DM1085  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1085
 DM1085                         *CURRENT SURVEY CONTROL
 DM1085  ___________________________________________________________________
 DM1085* NAD 83(1986)-  33 41 17.     (N)    094 08 45.     (W)     SCALED    
 DM1085* NAVD 88     -       100.424  (meters)     329.47   (feet)  ADJUSTED  
 DM1085  ___________________________________________________________________
 DM1085  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DM1085  DYNAMIC HT  -         100.320 (meters)     329.13  (feet)  COMP
 DM1085  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 DM1085
 DM1085  VERT ORDER  -  FIRST     CLASS II
 DM1085
 DM1085.The horizontal coordinates were scaled from a topographic map and have
 DM1085.an estimated accuracy of +/- 6 seconds.
 DM1085
 DM1085.The orthometric height was determined by differential leveling
 DM1085.and adjusted by the National Geodetic Survey in June 1991..
 DM1085
 DM1085.The geoid height was determined by GEOID03.
 DM1085
 DM1085.The dynamic height is computed by dividing the NAVD 88
 DM1085.geopotential number by the normal gravity value computed on the
 DM1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1085.degrees latitude (g = 980.6199 gals.).
 DM1085
 DM1085.The modeled gravity was interpolated from observed gravity values.
 DM1085
 DM1085;                    North         East    Units  Estimated Accuracy
 DM1085;SPC AR S     -   515,370.      201,060.      MT  (+/- 180 meters Scaled)
 DM1085
 DM1085                          SUPERSEDED SURVEY CONTROL
 DM1085
 DM1085.No superseded survey control is available for this station.
 DM1085
 DM1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT937281(NAD 83)
 DM1085_MARKER: DR = REFERENCE MARK DISK
 DM1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1085_SP_SET: CONCRETE POST
 DM1085_STAMPING: ASHDOWN NWB NO 2 1930
 DM1085_MARK LOGO: CGS   
 DM1085_PROJECTION: FLUSH
 DM1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1085+STABILITY: SURFACE MOTION
 DM1085
 DM1085  HISTORY     - Date     Condition        Report By
 DM1085  HISTORY     - 1930     MONUMENTED       CGS
 DM1085  HISTORY     - 1985     GOOD             NGS
 DM1085  HISTORY     - 1989     GOOD             USPSQD
 DM1085  HISTORY     - 1990     GOOD             USPSQD
 DM1085  HISTORY     - 19920823 GOOD             USPSQD
 DM1085  HISTORY     - 19971025 GOOD             USPSQD
 DM1085
 DM1085                          STATION DESCRIPTION
 DM1085
 DM1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1085'2.1 KM (1.3 MI) NORTH FROM ASHDOWN.
 DM1085'0.08 KM (0.05 MI) WEST ALONG MAIN STREET (STATE ROUTE 32 WEST) FROM
 DM1085'JUNCTION OF U.S. HIGHWAYS 71 AND 59 IN ASHDOWN, THENCE 2.0 KM
 DM1085'(1.25 MI) NORTHERLY ALONG NW FRONT STREET (OLD HIGHWAY 71) TO THE
 DM1085'STATION ON THE LEFT, LOCATED AT A SMALL WHITE HOUSE BELONGING TO MR.
 DM1085'BOB WILSON, 28.7 METERS (94.0 FT) WEST OF THE APPROXIMATE CENTER OF
 DM1085'THE ASPHALT ROAD, 9.8 METERS (32.0 FT) WEST-SOUTHWEST OF A POWERLINE
 DM1085'POLE NUMBERED 60820, 7.6 METERS (25.0 FT) NORTH OF THE NORTHWEST
 DM1085'CORNER OF THE HOUSE, AND 163.6 METERS (536.75 FT) SOUTH OF STATION
 DM1085'ASHDOWN NW BASE (COMPUTED DISTANCE).
 DM1085'THE MARK IS ABOVE LEVEL WITH ROAD.
 DM1085
 DM1085                          STATION RECOVERY (1989)
 DM1085
 DM1085'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1085'RECOVERED IN GOOD CONDITION.
 DM1085
 DM1085                          STATION RECOVERY (1990)
 DM1085
 DM1085'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1085'RECOVERED IN GOOD CONDITION.
 DM1085
 DM1085                          STATION RECOVERY (1992)
 DM1085
 DM1085'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1085'RECOVERED IN GOOD CONDITION.
 DM1085
 DM1085                          STATION RECOVERY (1997)
 DM1085
 DM1085'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0097 ***********************************************************************
 DM0097  DESIGNATION -  ASHDOWN SE BASE
 DM0097  PID         -  DM0097
 DM0097  STATE/COUNTY-  AR/LITTLE RIVER
 DM0097  USGS QUAD   -  OGDEN (1975)
 DM0097
 DM0097                         *CURRENT SURVEY CONTROL
 DM0097  ___________________________________________________________________
 DM0097* NAD 83(1997)-  33 35 09.08888(N)    094 02 40.02652(W)     ADJUSTED  
 DM0097* NAVD 88     -        95.37   (+/-2cm)     312.9    (feet)  VERTCON   
 DM0097  ___________________________________________________________________
 DM0097  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DM0097  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DM0097
 DM0097  HORZ ORDER  -  FIRST
 DM0097  VERT ORDER  -  ? (See Below)
 DM0097
 DM0097.The horizontal coordinates were established by classical geodetic methods
 DM0097.and adjusted by the National Geodetic Survey in September 1999..
 DM0097
 DM0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0097.The vertical order pertains to the NGVD 29 superseded value.
 DM0097
 DM0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM0097
 DM0097.The geoid height was determined by GEOID03.
 DM0097
 DM0097;                    North         East     Units Scale Factor Converg.
 DM0097;SPC AR S     -   503,844.939   210,234.407   MT  0.99994892   -1 08 39.3
 DM0097;SPC AR S     - 1,653,031.27    689,744.05   sFT  0.99994892   -1 08 39.3
 DM0097;SPC TXNC     - 2,221,591.815 1,013,452.947   MT  0.99991597   +2 25 48.1
 DM0097;SPC TXNC     - 7,288,672.48  3,324,970.21   sFT  0.99991597   +2 25 48.1
 DM0097;UTM  15      - 3,716,726.992   403,079.485   MT  0.99971581   -0 34 40.2
 DM0097
 DM0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM0097!SPC AR S     -   0.99998927  x   0.99994892  =   0.99993819
 DM0097!SPC TXNC     -   0.99998927  x   0.99991597  =   0.99990524
 DM0097!UTM  15      -   0.99998927  x   0.99971581  =   0.99970508
 DM0097
 DM0097|---------------------------------------------------------------------|
 DM0097| PID    Reference Object                     Distance      Geod. Az  |
 DM0097|                                                           dddmmss.s |
 DM0097| DM0098 ASHDOWN SE BASE RM 1                 25.970 METERS 02041     |
 DM0097| DM0099 ASHDOWN SE BASE RM 2                 28.270 METERS 15324     |
 DM0097| DM1210 TEXARKANA ST L SW RR HOSP CUP       APPROX.18.4 KM 1730512.7 |
 DM0097| DM1178 ASHDOWN CITY WATER TANK             APPROX.12.5 KM 3220241.1 |
 DM0097| CX4945 ASHDOWN SE BASE AZ MK                              3431218.8 |
 DM0097|---------------------------------------------------------------------|
 DM0097
 DM0097                          SUPERSEDED SURVEY CONTROL
 DM0097
 DM0097  NAD 83(1997)-  33 35 09.09374(N)    094 02 40.02231(W) AD(       ) 1
 DM0097  NAD 83(1997)-  33 35 09.09397(N)    094 02 40.02106(W) AD(       ) 1
 DM0097  NAD 83(1986)-  33 35 09.09563(N)    094 02 40.01494(W) AD(       ) 1
 DM0097  NAD 27      -  33 35 08.65600(N)    094 02 39.32800(W) AD(       ) 1
 DM0097  NGVD 29 (??/??/92)   95.382  (m)          312.93   (f) ADJ UNCH    ?  
 DM0097
 DM0097.Superseded values are not recommended for survey control.
 DM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0097.See file dsdata.txt to determine how the superseded data were derived.
 DM0097
 DM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0307916727(NAD 83)
 DM0097_MARKER: DS = TRIANGULATION STATION DISK
 DM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0097+STABILITY: SURFACE MOTION
 DM0097
 DM0097  HISTORY     - Date     Condition        Report By
 DM0097  HISTORY     - 1930     MONUMENTED       CGS
 DM0097  HISTORY     - 1936     GOOD             CGS
 DM0097  HISTORY     - 1944     GOOD             CGS
 DM0097  HISTORY     - 1951     GOOD             CGS
 DM0097  HISTORY     - 1963     MARK NOT FOUND   CGS
 DM0097  HISTORY     - 1965     MARK NOT FOUND   NGS
 DM0097  HISTORY     - 1969     MARK NOT FOUND   CGS
 DM0097  HISTORY     - 1975     MARK NOT FOUND   NGS
 DM0097  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0097
 DM0097                          STATION DESCRIPTION
 DM0097
 DM0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM0097'ABOUT 8 MILES SE OF ASHDOWN, 150 METERS (492 FEET) SE OF
 DM0097'OGDEN RAILWAY STATION ON THE KANSAS CITY SOUTHERN RAILWAY,
 DM0097'28.2 METERS (93 FEET) E OF U.S. HIGHWAY 71, AND 10 METERS
 DM0097'(33 FEET) S FROM SOUTHERLY OF SMALL PINE TREES IN A DRAW
 DM0097'E OF THE RAILWAY STATION, ON LAND OWNED BY ROSCOE WOOD.
 DM0097'
 DM0097'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DM0097'DISKS SET IN CONCRETE.
 DM0097'
 DM0097'REFERENCE MARK NO. 1 IS IN EDGE OF CULTIVATED GROUND, 25.97
 DM0097'METERS (85.2 FEET) FROM STATION N 20 DEG 41 MIN E.
 DM0097'
 DM0097'REFERENCE MARK NO. 2 IS ABOUT 28 METERS (92 FEET) E OF HIGHWAY
 DM0097'AND ABOUT 28.27 METERS (92.8 FEET) FROM STATION
 DM0097'S 26 DEG 37 MIN E.
 DM0097'
 DM0097'A STANDARD DISK IN 6-INCH CONCRETE-FILLED PIPE WAS SET, BUT
 DM0097'NOT USED AS AN OFFSET STATION.  IT IS NEAR LINE OF E RAIL
 DM0097'AND ABOUT OPPOSITE STATION.
 DM0097
 DM0097                          STATION RECOVERY (1936)
 DM0097
 DM0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LOM)
 DM0097'ORIGINAL DESCRIPTION IS GOOD.  STATION AND REFERENCE MARKERS
 DM0097'SAME AS WHEN PLACED.
 DM0097
 DM0097                          STATION RECOVERY (1944)
 DM0097
 DM0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (USE)
 DM0097'MARKER IS A BRONZE TRIANGULATION STATION DISK STAMPED ASHDOWN
 DM0097'S.E. BASE OFFSET AND SET IN THE TOP OF A CONCRETE POST FLUSH
 DM0097'WITH THE GROUND.  IT IS LOCATED AT OGDEN, ON THE LEFT BANK
 DM0097'OF RED RIVER, 486 FEET (INSTEAD OF 475 FEET) S OF THE SE
 DM0097'CORNER OF THE KANSAS CITY SOUTHERN RAILWAY STATION, 42.5
 DM0097'FEET (INSTEAD OF 40 FEET) E OF THE E RAIL OF THE MAIN TRACK,
 DM0097'106 FEET W OF CENTER LINE OF U.S. HIGHWAY 71, AND 8.5 FEET
 DM0097'NE OF A TELEPHONE POLE.
 DM0097
 DM0097                          STATION RECOVERY (1951)
 DM0097
 DM0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM0097'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  DIFFERENCES
 DM0097'WERE FOUND IN DISTANCES TO LOCAL OBJECTS.  AN AZIMUTH MARK
 DM0097'WAS ESTABLISHED.  DESCRIPTION FOLLOWS--
 DM0097'
 DM0097'THE STATION IS LOCATED 0.3 MILE NORTH OF THE VILLAGE OF
 DM0097'OGDEN, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD, 78
 DM0097'FEET SOUTHEAST OF A POLE WITH A TRIANGULAR BLAZE, 65 FEET
 DM0097'EAST OF THE CENTER OF U.S. HIGHWAY NO. 71, AND 18 FEET EAST
 DM0097'OF A WIRE FENCE.
 DM0097'
 DM0097'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ACROSS
 DM0097'A PASTURE FOR 0.35 MILE TO A FENCE CORNER AND THE MARK AS
 DM0097'DESCRIBED.
 DM0097'
 DM0097'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 DM0097'STAMPED ASHDOWN S.E. BASE 1930.
 DM0097'
 DM0097'REFERENCE MARK NO. 1 IS ON A LINE BETWEEN THE CULTIVATED
 DM0097'FIELD AND THE PASTURE, AND 100 FEET EAST OF THE WIRE FENCE.
 DM0097'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED ASHDOWN S.E.
 DM0097'BASE 1930 NO. 1.
 DM0097'
 DM0097'REFERENCE MARK NO. 2 IS 51 FEET EAST OF THE CENTER OF U.S.
 DM0097'HIGHWAY NO. 71, AND 4 FEET EAST OF THE WIRE FENCE.  IT IS
 DM0097'ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND, AND THE
 DM0097'DISK IS STAMPED ASHDOWN S.E. BASE 1930 NO. 2.
 DM0097'
 DM0097'THE AZIMUTH MARK IS AT THE NORTH EDGE OF THE PASTURE, ABOUT
 DM0097'0.15 MILE EAST OF U.S. HIGHWAY NO. 71, ABOUT 150 YARDS SOUTHEAST
 DM0097'OF A LOG HOUSE, 24 FEET SOUTHEAST OF A 16-INCH PINE TREE,
 DM0097'AND 2 FEET SOUTHEAST OF A FENCE CORNER.  IT PROJECTS 6 INCHES,
 DM0097'AND THE DISK IS STAMPED ASHDOWN S.E. BASE 1930.
 DM0097'
 DM0097'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 DM0097'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.  THE AZIMUTH
 DM0097'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 DM0097'CYLINDER.
 DM0097'
 DM0097'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DM0097
 DM0097                          STATION RECOVERY (1963)
 DM0097
 DM0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM0097'THREE SEPARATE ATTEMPTS WERE MADE TO RECOVER THIS STATION
 DM0097'BUT ONLY THE AZIMUTH MARK WAS FOUND.  U.S. HIGHWAY 71 WAS
 DM0097'MOVED TO THE EAST AT THE DESCRIBED LOCATION OF THE STATION
 DM0097'AND THE STATION AND REFERENCE MARKS WERE PROBABLY DESTROYED
 DM0097'WHEN THIS WAS DONE.
 DM0097'
 DM0097'THE AZIMUTH MARK WAS RECOVERED AT THE NORTH EDGE OF AN OPEN
 DM0097'FIELD, ABOUT 0.15 MILE EAST OF U.S. HIGHWAY 71 AND ABOUT
 DM0097'150 YARDS SOUTHEAST OF A LOG HOUSE.  THE OPEN FIELD IS TO
 DM0097'THE NORTHEAST OF THE POINT WHERE THE HIGHWAY CURVES TO THE
 DM0097'LEFT WHEN TRAVELING FROM NORTH TO SOUTH.
 DM0097
 DM0097                          STATION RECOVERY (1965)
 DM0097
 DM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DM0097'IN OGDEN.
 DM0097'AT OGDEN, LITTLE RIVER COUNTY, ABOUT 492 FEET SOUTHEAST OF THE KANSAS
 DM0097'CITY SOUTHERN RAILWAY STATION, ON THE ROSCOE WOOD PROPERTY, 93 FEET
 DM0097'EAST OF THE CENTER LINE OF U.S. HIGHWAY 71, AND 33 FEET SOUTH OF THE
 DM0097'SOUTHERNMOST ONE OF A GROUP OF SMALL PINE TREES IN A DRAW EAST OF THE
 DM0097'STATION.  A STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 DM0097'CONCRETE POST.
 DM0097
 DM0097                          STATION RECOVERY (1969)
 DM0097
 DM0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DM0097'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT A TRAILER PARK
 DM0097'HAS BEEN BUILT AND NO TRACE COULD BE FOUND.  IT IS ASSUMED
 DM0097'THAT THE MARK IS EITHER COVERED OR DESTROYED BY THE CONSTRUCTION
 DM0097'OF THE PARK OR BY CULTIVATION OF THE FIELD TO THE SOUTH.
 DM0097'SEVERAL OF THE LOCAL RESIDENTS OF OGDEN WERE CONTACTED AND
 DM0097'QUESTIONED ABOUT THE MARKS.  THESE PEOPLE REMEMBER THE TOWER
 DM0097'AND SAID THAT THE NEW HIGHWAY WAS BUILT IN THE AREA.  THIS
 DM0097'STATION IS ASSUMED DESTROYED.
 DM0097'
 DM0097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 DM0097'SOUTHEAST OF ASHDOWN
 DM0097
 DM0097                          STATION RECOVERY (1975)
 DM0097
 DM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DM0097'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE STATION
 DM0097'AND REFERENCE MARKS ARE BELIEVED TO HAVE BEEN DESTROYED
 DM0097'WHEN NEW HIGHWAY WAS CONSTRUCTED.
 DM0097
 DM0097                          STATION RECOVERY (1997)
 DM0097
 DM0097'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0147 ***********************************************************************
 EJ0147  DESIGNATION -  ATE
 EJ0147  PID         -  EJ0147
 EJ0147  STATE/COUNTY-  AR/PULASKI
 EJ0147  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0147
 EJ0147                         *CURRENT SURVEY CONTROL
 EJ0147  ___________________________________________________________________
 EJ0147* NAD 83(1986)-  34 41 11.     (N)    092 20 54.     (W)     SCALED    
 EJ0147* NAVD 88     -        91.428  (meters)     299.96   (feet)  ADJUSTED  
 EJ0147  ___________________________________________________________________
 EJ0147  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ0147  DYNAMIC HT  -          91.343 (meters)     299.68  (feet)  COMP
 EJ0147  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 EJ0147
 EJ0147  VERT ORDER  -  FIRST     CLASS II
 EJ0147
 EJ0147.The horizontal coordinates were scaled from a topographic map and have
 EJ0147.an estimated accuracy of +/- 6 seconds.
 EJ0147
 EJ0147.The orthometric height was determined by differential leveling
 EJ0147.and adjusted by the National Geodetic Survey in June 1991..
 EJ0147
 EJ0147.The geoid height was determined by GEOID03.
 EJ0147
 EJ0147.The dynamic height is computed by dividing the NAVD 88
 EJ0147.geopotential number by the normal gravity value computed on the
 EJ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0147.degrees latitude (g = 980.6199 gals.).
 EJ0147
 EJ0147.The modeled gravity was interpolated from observed gravity values.
 EJ0147
 EJ0147;                    North         East    Units  Estimated Accuracy
 EJ0147;SPC AR S     -   624,070.      368,080.      MT  (+/- 180 meters Scaled)
 EJ0147
 EJ0147                          SUPERSEDED SURVEY CONTROL
 EJ0147
 EJ0147  NGVD 29 (??/??/92)   91.476  (m)          300.12   (f) ADJ UNCH    1 2
 EJ0147
 EJ0147.Superseded values are not recommended for survey control.
 EJ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0147.See file dsdata.txt to determine how the superseded data were derived.
 EJ0147
 EJ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU596384(NAD 83)
 EJ0147_MARKER: DB = BENCH MARK DISK
 EJ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0147_STAMPING: ATE 1934
 EJ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0147+STABILITY: SURFACE MOTION
 EJ0147
 EJ0147  HISTORY     - Date     Condition        Report By
 EJ0147  HISTORY     - 1934     MONUMENTED       CGS
 EJ0147  HISTORY     - 1935     GOOD             NGS
 EJ0147  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0147  HISTORY     - 19850401 SEE DESCRIPTION  USGS
 EJ0147  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0147  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0147
 EJ0147                          STATION DESCRIPTION
 EJ0147
 EJ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0147'3.2 MI NE FROM MABELVALE.
 EJ0147'3.2 MILES NORTHEAST OF, ALONG M.P.R.R., FROM STATION SIGN BOARD. ABOUT
 EJ0147'1225 FEET NORTH OF INTERSECTION OF GRAVEL ROAD CROSSING WITH RAILROAD.
 EJ0147'900 FEET NORTH OF M.P. 352.  70 FEET NORTH OF TELEPHONE POLE NO. 290.
 EJ0147'17.6 FEET EAST OF CENTERLINE OF EAST TRACK OF MISSOURI PACIFIC R.R.
 EJ0147'TABLET SET IN PRECAST CONCRETE POST SET 1 FT. ABOVE LEVEL OF GROUND.
 EJ0147
 EJ0147                          STATION RECOVERY (1984)
 EJ0147
 EJ0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0147'MARK NOT FOUND.
 EJ0147
 EJ0147                          STATION RECOVERY (1985)
 EJ0147
 EJ0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (FSS)
 EJ0147'RECOVERED AS DESCRIBED.
 EJ0147
 EJ0147                          STATION RECOVERY (1989)
 EJ0147
 EJ0147'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0147'MARK NOT FOUND.
 EJ0147
 EJ0147                          STATION RECOVERY (1990)
 EJ0147
 EJ0147'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1405 ***********************************************************************
 EJ1405  DESIGNATION -  ATHENS
 EJ1405  PID         -  EJ1405
 EJ1405  STATE/COUNTY-  AR/HOWARD
 EJ1405  USGS QUAD   -  ATHENS (1980)
 EJ1405
 EJ1405                         *CURRENT SURVEY CONTROL
 EJ1405  ___________________________________________________________________
 EJ1405* NAD 83(1997)-  34 18 52.93725(N)    093 58 32.79715(W)     ADJUSTED  
 EJ1405* NAVD 88     -       293.972  (meters)     964.47   (feet)  ADJUSTED  
 EJ1405  ___________________________________________________________________
 EJ1405  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 EJ1405  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EJ1405  DYNAMIC HT  -         293.669 (meters)     963.48  (feet)  COMP
 EJ1405  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 EJ1405
 EJ1405  HORZ ORDER  -  THIRD
 EJ1405  VERT ORDER  -  SECOND    CLASS 0
 EJ1405
 EJ1405.The horizontal coordinates were established by classical geodetic methods
 EJ1405.and adjusted by the National Geodetic Survey in September 1999..
 EJ1405
 EJ1405.The orthometric height was determined by differential leveling
 EJ1405.and adjusted by the National Geodetic Survey in June 1991..
 EJ1405
 EJ1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1405
 EJ1405.The geoid height was determined by GEOID03.
 EJ1405
 EJ1405.The dynamic height is computed by dividing the NAVD 88
 EJ1405.geopotential number by the normal gravity value computed on the
 EJ1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1405.degrees latitude (g = 980.6199 gals.).
 EJ1405
 EJ1405.The modeled gravity was interpolated from observed gravity values.
 EJ1405
 EJ1405;                    North         East     Units Scale Factor Converg.
 EJ1405;SPC AR S     -   584,543.527   218,168.099   MT  0.99993039   -1 06 21.0
 EJ1405;SPC AR S     - 1,917,789.89    715,773.17   sFT  0.99993039   -1 06 21.0
 EJ1405;UTM  15      - 3,797,481.713   410,221.182   MT  0.99969935   -0 33 00.4
 EJ1405
 EJ1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1405!SPC AR S     -   0.99995828  x   0.99993039  =   0.99988867
 EJ1405!UTM  15      -   0.99995828  x   0.99969935  =   0.99965764
 EJ1405
 EJ1405|---------------------------------------------------------------------|
 EJ1405| PID    Reference Object                     Distance      Geod. Az  |
 EJ1405|                                                           dddmmss.s |
 EJ1405| CX4957 ATHENS RM 1                          19.383 METERS 01751     |
 EJ1405| CX4956 ATHENS AZ MK                                       0910415.1 |
 EJ1405| EJ1406 PTS 7                                61.635 METERS 27157     |
 EJ1405|---------------------------------------------------------------------|
 EJ1405
 EJ1405                          SUPERSEDED SURVEY CONTROL
 EJ1405
 EJ1405  NAD 83(1997)-  34 18 52.94325(N)    093 58 32.79453(W) AD(       ) 3
 EJ1405  NAD 83(1986)-  34 18 52.94552(N)    093 58 32.79012(W) AD(       ) 3
 EJ1405  NAD 27      -  34 18 52.56110(N)    093 58 32.09250(W) AD(       ) 3
 EJ1405  NGVD 29 (??/??/92)  293.923  (m)          964.31   (f) ADJ UNCH    2 0
 EJ1405
 EJ1405.Superseded values are not recommended for survey control.
 EJ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1405.See file dsdata.txt to determine how the superseded data were derived.
 EJ1405
 EJ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1022197482(NAD 83)
 EJ1405_MARKER: Q = CHISELED SQUARE
 EJ1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1405+STABILITY: SURFACE MOTION
 EJ1405
 EJ1405  HISTORY     - Date     Condition        Report By
 EJ1405  HISTORY     - 1957     MONUMENTED       CGS
 EJ1405  HISTORY     - 1935     GOOD             NGS
 EJ1405  HISTORY     - 1961     GOOD             NGS
 EJ1405  HISTORY     - 1962     GOOD             CGS
 EJ1405
 EJ1405                          STATION DESCRIPTION
 EJ1405
 EJ1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1405'THE STATION IS LOCATED IN THE EAST EDGE OF THE VILLAGE OF
 EJ1405'ATHENS, 30 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 EJ1405'2 FEET SOUTH OF A FENCE AND 2 FEET SOUTHEAST OF A WITNESS POST.
 EJ1405'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 EJ1405'STAMPED ATHENS 1957.
 EJ1405'
 EJ1405'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF A
 EJ1405'GRAVELED ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS SET
 EJ1405'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED ATHENS
 EJ1405'NO 1 1957.
 EJ1405'
 EJ1405'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A FIELD AND
 EJ1405'5 FEET SOUTH OF A FENCE.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 EJ1405'SURVEY BENCH MARK DISK RIVETED TO THE TOP OF A 4-INCH IRON
 EJ1405'PIPE, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 EJ1405'AND IS STAMPED PRIM TRAV STA NO 7 1907 949 FT.
 EJ1405'
 EJ1405'AZIMUTH MARK IS 150 FEET NORTH OF THE CENTER OF A GRAVELED
 EJ1405'ROAD, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 EJ1405'AND 11 FEET SOUTH OF THE CENTER OF A DRIVEWAY.  THE MARK
 EJ1405'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 EJ1405'ATHENS 1957.
 EJ1405'
 EJ1405'TO REACH THE STATION FROM THE POST OFFICE IN ATHENS, GO
 EJ1405'EASTERLY ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION
 EJ1405'AS DESCRIBED.
 EJ1405'
 EJ1405'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 EJ1405'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 EJ1405'
 EJ1405'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 EJ1405
 EJ1405                          STATION RECOVERY (1935)
 EJ1405
 EJ1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 EJ1405'IN ATHENS.
 EJ1405'AT ATHENS SCHOOL, NEAR NORTHEAST CORNER OF BUILDING, B.M. IS A
 EJ1405'CHISELED POINT ON TOP OF SOUTHEAST CORNER OF CONCRETE CURB BASE OF
 EJ1405'WELL.  NOTE-- THE ATHENS SCHOOL HOUSE IS IN POOR REPAIR BUT THE
 EJ1405'CHISELED POINT WAS RECOVERED.
 EJ1405
 EJ1405                          STATION RECOVERY (1961)
 EJ1405
 EJ1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1405'RECOVERED IN GOOD CONDITION.
 EJ1405
 EJ1405                          STATION RECOVERY (1962)
 EJ1405
 EJ1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ1405'THE STATION MARK, R.M. NO. 1 AND THE AZIMUTH MARK RECOVERED
 EJ1405'AS DESCRIBED AND FOUND IN GOOD CONDITION.  R.M. NO. 2 (PTS
 EJ1405'7 U.S.G.S.) WAS NOT RECOVERED BUT THIS MARK MAY STILL BE
 EJ1405'IN PLACE.  THE DESCRIBED LOCATION OF THIS MARK WAS A MASS
 EJ1405'OF TANGLED BRIARS MAKING RECOVERY DIFFICULT AT THIS TIME.
 EJ1405'
 EJ1405'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EJ1405'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1761 ***********************************************************************
 FG1761  DESIGNATION -  ATKINS
 FG1761  PID         -  FG1761
 FG1761  STATE/COUNTY-  AR/POPE
 FG1761  USGS QUAD   -  ATKINS (1989)
 FG1761
 FG1761                         *CURRENT SURVEY CONTROL
 FG1761  ___________________________________________________________________
 FG1761* NAD 83(1997)-  35 14 04.75012(N)    092 55 44.86617(W)     ADJUSTED  
 FG1761* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 FG1761  ___________________________________________________________________
 FG1761  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 FG1761  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FG1761
 FG1761  HORZ ORDER  -  FIRST
 FG1761
 FG1761.The horizontal coordinates were established by classical geodetic methods
 FG1761.and adjusted by the National Geodetic Survey in September 1999..
 FG1761
 FG1761.The orthometric height was scaled from a topographic map.
 FG1761
 FG1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1761
 FG1761.The geoid height was determined by GEOID03.
 FG1761
 FG1761;                    North         East     Units Scale Factor Converg.
 FG1761;SPC AR N     -   100,392.655   315,429.427   MT  0.99995444   -0 32 26.4
 FG1761;SPC AR N     -   329,371.57  1,034,871.38   sFT  0.99995444   -0 32 26.4
 FG1761;UTM  15      - 3,899,067.974   506,448.535   MT  0.99960051   +0 02 27.2
 FG1761
 FG1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1761!SPC AR N     -   0.99998286  x   0.99995444  =   0.99993731
 FG1761!UTM  15      -   0.99998286  x   0.99960051  =   0.99958338
 FG1761
 FG1761:                Primary Azimuth Mark                     Grid Az
 FG1761:SPC AR N     -  ATKINS AZ MK                             005 02 06.2
 FG1761:UTM  15      -  ATKINS AZ MK                             004 27 12.6
 FG1761
 FG1761|---------------------------------------------------------------------|
 FG1761| PID    Reference Object                     Distance      Geod. Az  |
 FG1761|                                                           dddmmss.s |
 FG1761| CI0112 ATKINS AZ MK                                       0042939.8 |
 FG1761| CI0113 ATKINS RM 1                          14.798 METERS 24038     |
 FG1761| FG1760 ATKINS MUNICIPAL TANK                13.526 METERS 26753     |
 FG1761| CI0114 ATKINS RM 2                          15.236 METERS 29717     |
 FG1761| FG1766 CROW                                APPROX. 5.2 KM 3383341.8 |
 FG1761|---------------------------------------------------------------------|
 FG1761
 FG1761                          SUPERSEDED SURVEY CONTROL
 FG1761
 FG1761  NAD 83(1986)-  35 14 04.76446(N)    092 55 44.86151(W) AD(       ) 1
 FG1761  NAD 27      -  35 14 04.46200(N)    092 55 44.25300(W) AD(       ) 1
 FG1761
 FG1761.Superseded values are not recommended for survey control.
 FG1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1761.See file dsdata.txt to determine how the superseded data were derived.
 FG1761
 FG1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0644999068(NAD 83)
 FG1761_MARKER: DD = SURVEY DISK
 FG1761_SETTING: 80 = SET IN A BOULDER
 FG1761_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1761
 FG1761  HISTORY     - Date     Condition        Report By
 FG1761  HISTORY     - 1940     MONUMENTED       CGS
 FG1761  HISTORY     - 1954     GOOD             CGS
 FG1761  HISTORY     - 1967     GOOD             CGS
 FG1761
 FG1761                          STATION DESCRIPTION
 FG1761
 FG1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1761'STATION IS LOCATED 44.38 FEET E OF THE ATKINS WATER TANK, 1/2
 FG1761'MILE SE OF THE MISSOURI PACIFIC DEPOT IN ATKINS, AND ON PROPERTY
 FG1761'OF C. BELL OF ATKINS.  IT IS ON THE SUMMIT OF AN E-W RIDGE.
 FG1761'
 FG1761'THE STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE
 FG1761'IN A 18-INCH SQUARE BOULDER THAT PROJECTS 4 INCHES AND IS
 FG1761'STAMPED ATKINS 1940.
 FG1761'
 FG1761'REFERENCE MARK NO.1, A STANDARD DISK IS SET IN THE S CONCRETE
 FG1761'PILLAR THAT SUPPORTS THE WATER TANK.  IT IS STAMPED ATKINS
 FG1761'NO. 1, 1940.
 FG1761'
 FG1761'REFERENCE MARK NO.2, A STANDARD DISK, IS SET IN THE N CONCRETE
 FG1761'PILLAR THAT SUPPORTS THE WATER TANK.  IT IS STAMPED ATKINS
 FG1761'NO.2, 1940.
 FG1761'
 FG1761'THE AZIMUTH, A STANDARD DISK IS 0.5 MILE N OF THE STATION,
 FG1761'SET IN THE W END OF THE S HEAD WALL OF A RAILROAD BRIDGE,
 FG1761'0.4 MILE E OF THE MISSOURI PACIFIC DEPOT IN ATKINS.  THERE
 FG1761'IS A WHITE REFERENCE POST 2.5 FEET W OF THE MARK, AND IS
 FG1761'STAMPED ATKINS 1940.
 FG1761'
 FG1761'TO REACH THE AZIMUTH MARK, START AT THE MISSOURI PACIFIC DEPOT
 FG1761'IN ATKINS, GO E ON U.S. HIGHWAY 64 FOR 0.4 MILE TO FRANKS
 FG1761'TOURIST CAMP ON LEFT.  THE MARK IS TO THE RIGHT IN S HEAD
 FG1761'WALL OF BRIDGE.
 FG1761'
 FG1761'TO REACH THE STATION START AT THE MISSOURI PACIFIC DEPOT
 FG1761'IN ATKINS, GO S FOR 0.25 MILE, TURN E FOR 0.2 MILE, THEN
 FG1761'S FOR 0.2 MILE TO A ROAD LEADING E, GO E FOR 0.2 MILE TO
 FG1761'END OF ROAD AT FARMHOUSE.  THE STATION IS ABOUT 150 YARDS
 FG1761'FROM HERE AT THE BASE OF THE WATER TANK.
 FG1761
 FG1761                          STATION RECOVERY (1954)
 FG1761
 FG1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1761'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 FG1761'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE
 FG1761'BRIDGE, IN WHICH IT HAD BEEN SET, HAS BEEN WIDENED, AND THE
 FG1761'HEADWALL OF THE BRIDGE HAS BEEN REMOVED.  THE TO REACH WAS
 FG1761'FOUND INADEQUATE.  A COMPLETE NEW TO REACH FOLLOWS-
 FG1761'
 FG1761'FROM THE MISSOURI PACIFIC RAILROAD DEPOT IN ATKINS, GO S
 FG1761'ON STATE HIGHWAY 105 FOR 0.3 MI. TO A CROSS STREET, TURN LEFT
 FG1761'ON A GRAVEL ROAD FOR 0.3 MI. TO AN OPENING INTO A PASTURE
 FG1761'ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD ACROSS
 FG1761'A PASTURE TO A GATE AT THE EDGE OF THE WOODS, TURN SHARP
 FG1761'RIGHT AFTER PASSING THROUGH THE GATE AND FOLLOW A FENCE LINE
 FG1761'TO THE TOP OF THE HILL, CITY WATER TANK AND THE STATION.
 FG1761'
 FG1761'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1761
 FG1761                          STATION RECOVERY (1967)
 FG1761
 FG1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1761'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 FG1761'GOOD CONDITION.  THE AZIMUTH MARK WAS REPORTED DESTROYED
 FG1761'IN 1954 AND THERE ARE NO INTERSECTION STATIONS VISIBLE FROM
 FG1761'THE GROUND AS THE STATION IS IN AN OAK GROVE.  FOLLOWING IS
 FG1761'A NEW AND COMPLETE DESCRIPTION.
 FG1761'
 FG1761'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF ATKINS,
 FG1761'AT THE ATKINS MUNICIPAL WATER TANK AND IS ON THE SUMMIT OF AN
 FG1761'EAST WEST TIMBERED RIDGE.
 FG1761'
 FG1761'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FG1761'HIGHWAY 105 AT THE RAILROAD DEPOT IN ATKINS, GO SOUTH ON
 FG1761'STATE HIGHWAY 105 FOR 0.2 MILE TO THE JUNCTION OF STATE
 FG1761'HIGHWAY 324.  TURN LEFT AND FOLLOW STATE HIGHWAY 105 FOR
 FG1761'0.1 MILE TO A CROSS ROAD.  TURN LEFT AND GO EAST ON GRAVELED
 FG1761'ROAD FOR 0.3 MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS
 FG1761'THROUGH GATE AND GO SOUTH ON FIELD ROAD FOR 0.2 MILE TO
 FG1761'THE SOUTH EDGE OF FIELD AND A GATE.  PASS THROUGH GATE AND
 FG1761'FOLLOW WOODS ROAD SOUTHERLY FOR 0.1 MILE TO THE SUMMIT OF THE
 FG1761'RIDGE, WATER TANK AND STATION.
 FG1761'
 FG1761'STATION MARK IS A STANDARD DISK, STAMPED ATKINS 1940, CEMENTED
 FG1761'IN A DRILL HOLE ROCK OUTCROP PROJECTING 4 INCHES.  IT IS 20
 FG1761'FEET EAST OF THE EAST LEG OF THE WATER TANK, 11 FEET NORTHWEST
 FG1761'OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FG1761'
 FG1761'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ATKINS NO 1
 FG1761'1940, CEMENTED IN A DRILL HOLE IN THE SOUTH FOUNDATION OF
 FG1761'THE WATER TANK.
 FG1761'
 FG1761'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ATKINS NO 2
 FG1761'1940, CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE FOUNDATION
 FG1761'OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1760 ***********************************************************************
 FG1760  DESIGNATION -  ATKINS MUNICIPAL TANK
 FG1760  PID         -  FG1760
 FG1760  STATE/COUNTY-  AR/POPE
 FG1760  USGS QUAD   -  ATKINS (1989)
 FG1760
 FG1760                         *CURRENT SURVEY CONTROL
 FG1760  ___________________________________________________________________
 FG1760* NAD 83(1997)-  35 14 04.73397(N)    092 55 45.40076(W)     ADJUSTED  
 FG1760* NAVD 88     -                                                        
 FG1760  ___________________________________________________________________
 FG1760  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 FG1760  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FG1760
 FG1760  HORZ ORDER  -  THIRD
 FG1760
 FG1760.The horizontal coordinates were established by classical geodetic methods
 FG1760.and adjusted by the National Geodetic Survey in September 1999..
 FG1760
 FG1760
 FG1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1760
 FG1760.The geoid height was determined by GEOID03.
 FG1760
 FG1760;                    North         East     Units Scale Factor Converg.
 FG1760;SPC AR N     -   100,392.284   315,415.906   MT  0.99995444   -0 32 26.7
 FG1760;SPC AR N     -   329,370.35  1,034,827.02   sFT  0.99995444   -0 32 26.7
 FG1760;UTM  15      - 3,899,067.467   506,435.024   MT  0.99960051   +0 02 26.9
 FG1760
 FG1760                          SUPERSEDED SURVEY CONTROL
 FG1760
 FG1760  NAD 83(1986)-  35 14 04.74790(N)    092 55 45.39608(W) AD(       ) 4
 FG1760  NAD 27      -  35 14 04.44600(N)    092 55 44.78800(W) AD(       ) 3
 FG1760
 FG1760.Superseded values are not recommended for survey control.
 FG1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1760.See file dsdata.txt to determine how the superseded data were derived.
 FG1760
 FG1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0643599067(NAD 83)
 FG1760_MARKER: 82 = FINIAL
 FG1760
 FG1760  HISTORY     - Date     Condition        Report By
 FG1760  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1760
 FG1760                          STATION DESCRIPTION
 FG1760
 FG1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1760'THIS INTERSECTION POINT OBSERVED UPON WAS THE FINIAL OF
 FG1760'THE ATKINS MUNICIPAL WATER TANK.  THIS IS A BLACK STEEL
 FG1760'STRUCTURE APPROXIMATELY 100 FEET TO BASE OF TANK AND 35
 FG1760'FEET FROM BASE TO FINIAL.  ATKINS IS PAINTED ON THE S,
 FG1760'NE, AND NW SIDES OF THE TANK WITH WHITE LETTERS.
 FG1760'
 FG1760'THE TANK IS LOCATED ON A HIGH TIMBER-COVERED RIDGE ABOUT
 FG1760'1/2 MILE S OF THE CENTER OF ATKINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0843 ***********************************************************************
 GE0843  DESIGNATION -  ATTICA
 GE0843  PID         -  GE0843
 GE0843  STATE/COUNTY-  AR/RANDOLPH
 GE0843  USGS QUAD   -  RAVENDEN SPRINGS SE (1981)
 GE0843
 GE0843                         *CURRENT SURVEY CONTROL
 GE0843  ___________________________________________________________________
 GE0843* NAD 83(1997)-  36 20 23.81459(N)    091 02 40.42473(W)     ADJUSTED  
 GE0843* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 GE0843  ___________________________________________________________________
 GE0843  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GE0843  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE0843
 GE0843  HORZ ORDER  -  SECOND
 GE0843
 GE0843.The horizontal coordinates were established by classical geodetic methods
 GE0843.and adjusted by the National Geodetic Survey in September 1999..
 GE0843
 GE0843.The orthometric height was scaled from a topographic map.
 GE0843
 GE0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0843
 GE0843.The geoid height was determined by GEOID03.
 GE0843
 GE0843;                    North         East     Units Scale Factor Converg.
 GE0843;SPC AR N     -   223,042.771   485,775.147   MT  1.00002281   +0 33 21.5
 GE0843;SPC AR N     -   731,766.16  1,593,747.29   sFT  1.00002281   +0 33 21.5
 GE0843;UTM  15      - 4,023,429.724   675,489.685   MT  0.99997945   +1 09 32.5
 GE0843
 GE0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0843!SPC AR N     -   0.99998059  x   1.00002281  =   1.00000340
 GE0843!UTM  15      -   0.99998059  x   0.99997945  =   0.99996005
 GE0843
 GE0843:                Primary Azimuth Mark                     Grid Az
 GE0843:SPC AR N     -  ATTICA AZ MK                             097 15 45.3
 GE0843:UTM  15      -  ATTICA AZ MK                             096 39 34.3
 GE0843
 GE0843|---------------------------------------------------------------------|
 GE0843| PID    Reference Object                     Distance      Geod. Az  |
 GE0843|                                                           dddmmss.s |
 GE0843| CI0115 ATTICA AZ MK                                       0974906.8 |
 GE0843| CI0116 ATTICA RM 1                          29.763 METERS 11535     |
 GE0843| CI0117 ATTICA RM 2                          31.193 METERS 26418     |
 GE0843|---------------------------------------------------------------------|
 GE0843
 GE0843                          SUPERSEDED SURVEY CONTROL
 GE0843
 GE0843  NAD 83(1986)-  36 20 23.82261(N)    091 02 40.42405(W) AD(       ) 2
 GE0843  NAD 27      -  36 20 23.58720(N)    091 02 39.97400(W) AD(       ) 2
 GE0843
 GE0843.Superseded values are not recommended for survey control.
 GE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0843.See file dsdata.txt to determine how the superseded data were derived.
 GE0843
 GE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7549023430(NAD 83)
 GE0843_MARKER: DS = TRIANGULATION STATION DISK
 GE0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0843
 GE0843  HISTORY     - Date     Condition        Report By
 GE0843  HISTORY     - 1955     MONUMENTED       CGS
 GE0843
 GE0843                          STATION DESCRIPTION
 GE0843
 GE0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0843'THE STATION IS LOCATED ON THE PROPERTY OF MR. W.G. WHITNEY,
 GE0843'ABOUT 9-3/4 MILES SOUTHWEST OF MAYNARD, 7 MILES NORTHWEST
 GE0843'OF POCAHONTAS, 200 FEET SOUTHWEST OF THE WHITNEY FARM HOME,
 GE0843'39 FEET NORTH OF A FENCE AND 13 FEET SOUTH OF A 4 X 4 INCH
 GE0843'WHITE WITNESS POST.
 GE0843'
 GE0843'TO REACH THE STATION FROM THE POST OFFICE IN POCAHONTAS, GO
 GE0843'WEST FOR 0.1 MILE TO STATE HIGHWAYS 115 AND 90, TURN RIGHT
 GE0843'AND GO NORTHWEST FOR 0.85 MILE TO THE JUNCTION OF THESE
 GE0843'HIGHWAYS, GO WESTERLY ON STATE HIGHWAY 90 FOR 6.35 MILES TO THE
 GE0843'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON THE HIGHWAY
 GE0843'FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO 0.1
 GE0843'MILE TO THE WHITNEY FARM HOME AND THE STATION.
 GE0843'
 GE0843'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE0843'ATTICA 1955.
 GE0843'
 GE0843'REFERENCE MARK 1 IS 8 FEET NORTH-NORTHWEST OF A FENCE CORNER.
 GE0843'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED ATTICA
 GE0843'NO 1 1955.
 GE0843'
 GE0843'REFERENCE MARK 2 IS 12 FEET WEST OF THE CENTER OF A TRACK
 GE0843'ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE0843'ATTICA NO 2 1955.
 GE0843'
 GE0843'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF STATE
 GE0843'HIGHWAY 90 AND 4 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.
 GE0843'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ATTICA
 GE0843'1955.
 GE0843'
 GE0843'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2878 ***********************************************************************
 EH2878  DESIGNATION -  AUBREY
 EH2878  PID         -  EH2878
 EH2878  STATE/COUNTY-  AR/LEE
 EH2878  USGS QUAD   -  AUBREY (1971)
 EH2878
 EH2878                         *CURRENT SURVEY CONTROL
 EH2878  ___________________________________________________________________
 EH2878* NAD 83(1997)-  34 43 07.92813(N)    090 53 57.02168(W)     ADJUSTED  
 EH2878* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2878  ___________________________________________________________________
 EH2878  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EH2878  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH2878
 EH2878  HORZ ORDER  -  SECOND
 EH2878
 EH2878.The horizontal coordinates were established by classical geodetic methods
 EH2878.and adjusted by the National Geodetic Survey in September 1999..
 EH2878
 EH2878.The orthometric height was scaled from a topographic map.
 EH2878
 EH2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2878
 EH2878.The geoid height was determined by GEOID03.
 EH2878
 EH2878;                    North         East     Units Scale Factor Converg.
 EH2878;SPC AR S     -   628,163.577   500,832.020   MT  0.99998969   +0 36 58.0
 EH2878;SPC AR S     - 2,060,900.00  1,643,146.39   sFT  0.99998969   +0 36 58.0
 EH2878;UTM  15      - 3,843,876.644   692,372.588   MT  1.00005615   +1 11 48.8
 EH2878
 EH2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2878!SPC AR S     -   0.99999449  x   0.99998969  =   0.99998418
 EH2878!UTM  15      -   0.99999449  x   1.00005615  =   1.00005064
 EH2878
 EH2878:                Primary Azimuth Mark                     Grid Az
 EH2878:SPC AR S     -  MARIANNA FED COMP CO WATER TK            060 56 15.6
 EH2878:UTM  15      -  MARIANNA FED COMP CO WATER TK            060 21 24.8
 EH2878
 EH2878|---------------------------------------------------------------------|
 EH2878| PID    Reference Object                     Distance      Geod. Az  |
 EH2878|                                                           dddmmss.s |
 EH2878| EH2890 MARIANNA FED COMP CO WATER TK       APPROX.13.5 KM 0613313.6 |
 EH2878| EH2891 MARIANNA MUNICIPAL TANK             APPROX.13.7 KM 0630120.5 |
 EH2878| EH2869 MARIANNA RAD STA KZOT N MAST        APPROX. 9.9 KM 0721544.1 |
 EH2878| CY5196 AUBREY AZ MK                                       1230341.9 |
 EH2878| CY5197 AUBREY RM 1                          30.017 METERS 17030     |
 EH2878| CY5198 AUBREY RM 2                          35.580 METERS 28534     |
 EH2878|---------------------------------------------------------------------|
 EH2878
 EH2878                          SUPERSEDED SURVEY CONTROL
 EH2878
 EH2878  NAD 83(1997)-  34 43 07.93264(N)    090 53 57.01974(W) AD(       ) 2
 EH2878  NAD 83(1997)-  34 43 07.93333(N)    090 53 57.01962(W) AD(       ) 2
 EH2878  NAD 83(1986)-  34 43 07.93583(N)    090 53 57.01894(W) AD(       ) 2
 EH2878  NAD 27      -  34 43 07.58126(N)    090 53 56.60094(W) AD(       ) 2
 EH2878
 EH2878.Superseded values are not recommended for survey control.
 EH2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2878.See file dsdata.txt to determine how the superseded data were derived.
 EH2878
 EH2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9237343877(NAD 83)
 EH2878_MARKER: DS = TRIANGULATION STATION DISK
 EH2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2878
 EH2878  HISTORY     - Date     Condition        Report By
 EH2878  HISTORY     - 1965     MONUMENTED       CGS
 EH2878
 EH2878                          STATION DESCRIPTION
 EH2878
 EH2878'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2878'THE STATION IS 12 MILES NORTH OF MARVELL, 9-1/2 MILES SOUTHWEST
 EH2878'OF MARIANNA, AND 6 MILES NORTHWEST OF RONDO IN THE SMALL
 EH2878'COMMUNITY OF AUBREY AND ON PRIVATE PROPERTY OWNED BY MR.
 EH2878'JOHN KERR.
 EH2878'
 EH2878'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 EH2878'AND STATE HIGHWAY 121, 4 MILES NORTH OF AUBREY, GO SOUTH
 EH2878'ON HIGHWAY 121 FOR 3.8 MILES TO A SIDE ROAD ON THE LEFT
 EH2878'IN THE COMMUNITY OF AUBREY.  TURN LEFT AND GO SOUTHEAST ON
 EH2878'A GRAVEL ROAD FOR 0.05 MILE TO THE STATION AND THE AUBREY
 EH2878'COTTON GIN ON THE LEFT AND THE AUBREY ELEMENTARY SCHOOL
 EH2878'ON THE RIGHT.
 EH2878'
 EH2878'STATION MARKS ARE STANDARD DISKS STAMPED AUBREY 1965.
 EH2878'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH
 EH2878'WITH THE SURFACE OF THE GROUND.  IT IS 128 FEET SOUTH-SOUTHEAST
 EH2878'OF THE SOUTHEAST CORNER OF THE AUBREY COTTON GINS MAIN BUILDING,
 EH2878'118 FEET EAST OF A POWER POLE WITH A TRANSFORMER NEAR ITS TOP,
 EH2878'112 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL,
 EH2878'99 FEET NORTH OF ANOTHER POWER POLE WITH A TRANSFORMER NEAR
 EH2878'ITS TOP, 79 FEET NORTHEAST OF THE CENTER OF THE GRAVEL ROAD
 EH2878'AND 63 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE AUBREY
 EH2878'COTTON GINS WATER TANK.  THE UNDERGROUND DISK IS SET IN AN
 EH2878'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF
 EH2878'THE GROUND.
 EH2878'
 EH2878'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AUBREY NO 1
 EH2878'1965 IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2878'WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET EAST OF A METAL
 EH2878'GATE OF THE EAST ENTRANCE OF THE SCHOOL, 20 FEET NORTHEAST
 EH2878'OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTHWEST OF A
 EH2878'POWER POLE WITH A TRANSFORMER NEAR ITS TOP.
 EH2878'
 EH2878'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AUBREY NO 2
 EH2878'1965 IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 EH2878'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 21 FEET NORTHEAST
 EH2878'OF THE CENTER OF THE GRAVEL ROAD, 16 FEET NORTHWEST OF THE
 EH2878'NORTHWEST END OF A CULVERT, 16 FEET SOUTHWEST OF THE SOUTHEAST
 EH2878'CORNER OF A COTTON-SEED STORAGE BUILDING AND 1 FOOT SOUTHEAST
 EH2878'OF A POWER POLE WITH A TRANSFORMER NEAR ITS TOP.
 EH2878'
 EH2878'THE AZIMUTH MARK, A STANDARD DISK STAMPED AUBREY 1965 IS
 EH2878'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 EH2878'ABOVE THE SURFACE OF THE GROUND.  IT IS 30 FEET SOUTHWEST
 EH2878'OF THE CENTER OF A GRAVEL ROAD, 2 FEET WEST OF A POWER POLE
 EH2878'WITH A TRANSFORMER NEAR ITS TOP AND 1.5 FEET SOUTH OF A
 EH2878'METAL WITNESS POST.
 EH2878'
 EH2878'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST
 EH2878'ON THE GRAVEL ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT
 EH2878'AND GO NORTHEAST ON A GRAVEL ROAD FOR 0.1 MILE TO A CROSSROAD.
 EH2878'TURN RIGHT AND GO 0.2 MILE EAST ON A GRAVEL ROAD TO THE AZIMUTH
 EH2878'MARK ON THE RIGHT JUST BEFORE REACHING A CURVE OF THE ROAD.
 EH2878'
 EH2878'NOTE- MARKS WERE MEASURED WITH A 30-METER TAPE PULLING 5
 EH2878'KG., TAPE TENSION.
 EH2878'
 EH2878'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1835 ***********************************************************************
 FG1835  DESIGNATION -  AUGSBURG LUTH CHURCH SPIRE
 FG1835  PID         -  FG1835
 FG1835  STATE/COUNTY-  AR/POPE
 FG1835  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1835
 FG1835                         *CURRENT SURVEY CONTROL
 FG1835  ___________________________________________________________________
 FG1835* NAD 83(1997)-  35 24 48.30593(N)    093 14 30.40010(W)     ADJUSTED  
 FG1835* NAVD 88     -                                                        
 FG1835  ___________________________________________________________________
 FG1835  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 FG1835  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FG1835
 FG1835  HORZ ORDER  -  THIRD
 FG1835
 FG1835.The horizontal coordinates were established by classical geodetic methods
 FG1835.and adjusted by the National Geodetic Survey in September 1999..
 FG1835
 FG1835
 FG1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1835
 FG1835.The geoid height was determined by GEOID03.
 FG1835
 FG1835;                    North         East     Units Scale Factor Converg.
 FG1835;SPC AR N     -   120,537.142   287,223.201   MT  0.99994036   -0 43 21.3
 FG1835;SPC AR N     -   395,462.27    942,331.45   sFT  0.99994036   -0 43 21.3
 FG1835;UTM  15      - 3,918,917.989   478,048.895   MT  0.99960594   -0 08 24.4
 FG1835
 FG1835                          SUPERSEDED SURVEY CONTROL
 FG1835
 FG1835  NAD 83(1986)-  35 24 48.31704(N)    093 14 30.39894(W) AD(       ) 4
 FG1835  NAD 27      -  35 24 48.02026(N)    093 14 29.76315(W) AD(       ) 3
 FG1835
 FG1835.Superseded values are not recommended for survey control.
 FG1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1835.See file dsdata.txt to determine how the superseded data were derived.
 FG1835
 FG1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7804918918(NAD 83)
 FG1835_MARKER: 91 = CHURCH CROSS
 FG1835
 FG1835  HISTORY     - Date     Condition        Report By
 FG1835  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1835  HISTORY     - 20041023 MARK NOT FOUND   GEOCAC
 FG1835
 FG1835                          STATION DESCRIPTION
 FG1835
 FG1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1835'THE STATION, AUGSBURG LUTHERAN CHURCH SPIRE, IS THE CROSS ATOP THE
 FG1835'SPIRE OF THE AUGSBURG LUTHERAN CHURCH AND HAS AN OVERALL HEIGHT OF
 FG1835'APPROXIMATELY 60 FEET.  THE CHURCH AND SPIRE ARE PAINTED WHITE AND
 FG1835'HAVE ALUMINUM ROOFS WHILE THE CROSS IS PAINTED BLACK.
 FG1835'
 FG1835'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 40
 FG1835'AND STATE HIGHWAY 333 WEST OF RUSSELLVILLE, GO NORTH ON HIGHWAY 333
 FG1835'FOR 3.55 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO EAST ON A
 FG1835'GRAVELED ROAD FOR 0.05 MILES TO A FORK.  KEEP LEFT AND CONTINUE
 FG1835'EAST, THEN NORTH FOR 0.65 MILE TO A SIDE ROAD LEFT.  CONTINUE
 FG1835'NORTHERLY ON A DIRT ROAD FOR 1.75 MILES TO A T-INTERSECTION.  TURN
 FG1835'LEFT AND GO WEST FOR 0.1 MILE TO A FORK.  KEEP RIGHT AND GO NORTH FOR
 FG1835'0.75 MILE TO THE STATION ON THE LEFT.
 FG1835
 FG1835                          STATION RECOVERY (2004)
 FG1835
 FG1835'RECOVERY NOTE BY GEOCACHING 2004 (KPW)
 FG1835'VISITED THIS MARK TODAY.  BELIEVE MARK TO BE DESTROYED.
 FG1835' 
 FG1835'THE NGS DATASHEET STATES THAT THIS MARK WAS FIRST OBSERVED IN 1971, AS
 FG1835'THE SPIRE OF THE AUGSBURG LUTHERAN CHURCH. THE ORIGINAL CHURCH
 FG1835'BUILDING WAS BURNED BY VANDALS IN 1978. THE CURRENT CHURCH BUILDING
 FG1835'HAS A CORNERSTONE WITH DATE OF 1979. THE SPIRE THAT WAS ORIGINALLY
 FG1835'USED AS THIS STATION HAS BEEN REPLACED BY THE NEW STRUCTURE.
 FG1835' 
 FG1835'THE CORNERSTONE OF THE ORIGINAL CHURCH HAS BEEN PLACED NEAR THE CHURCH
 FG1835'CEMETERY WITH A PLAQUE THAT INDICATES ITS ORIGIN, ALONG WITH A PICTURE
 FG1835'OF THE ORIGINAL CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1830 ***********************************************************************
 FF1830  DESIGNATION -  AUGUSTA
 FF1830  PID         -  FF1830
 FF1830  STATE/COUNTY-  AR/WOODRUFF
 FF1830  USGS QUAD   -  AUGUSTA (1993)
 FF1830
 FF1830                         *CURRENT SURVEY CONTROL
 FF1830  ___________________________________________________________________
 FF1830* NAD 83(1997)-  35 17 14.32116(N)    091 21 50.75113(W)     ADJUSTED  
 FF1830* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 FF1830  ___________________________________________________________________
 FF1830  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FF1830  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1830
 FF1830  HORZ ORDER  -  SECOND
 FF1830
 FF1830.The horizontal coordinates were established by classical geodetic methods
 FF1830.and adjusted by the National Geodetic Survey in September 1999..
 FF1830
 FF1830.The orthometric height was scaled from a topographic map.
 FF1830
 FF1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1830
 FF1830.The geoid height was determined by GEOID03.
 FF1830
 FF1830;                    North         East     Units Scale Factor Converg.
 FF1830;SPC AR N     -   106,022.368   457,843.396   MT  0.99994929   +0 22 12.1
 FF1830;SPC AR N     -   347,841.72  1,502,107.88   sFT  0.99994929   +0 22 12.1
 FF1830;UTM  15      - 3,906,132.585   648,761.919   MT  0.99987273   +0 56 42.7
 FF1830
 FF1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1830!SPC AR N     -   0.99999361  x   0.99994929  =   0.99994290
 FF1830!UTM  15      -   0.99999361  x   0.99987273  =   0.99986634
 FF1830
 FF1830:                Primary Azimuth Mark                     Grid Az
 FF1830:SPC AR N     -  MCCRORY MUNICIPAL TANK                   101 56 42.9
 FF1830:UTM  15      -  MCCRORY MUNICIPAL TANK                   101 22 12.3
 FF1830
 FF1830|---------------------------------------------------------------------|
 FF1830| PID    Reference Object                     Distance      Geod. Az  |
 FF1830|                                                           dddmmss.s |
 FF1830| FF1811 MCCRORY MUNICIPAL TANK              APPROX.15.2 KM 1021855.0 |
 FF1830| FF1812 MCCRORY FEDERAL COMPRESS E TK       APPROX.15.9 KM 1022654.9 |
 FF1830| FF1809 MCCRORY FEDERAL COMPRESS W TK       APPROX.15.8 KM 1025318.1 |
 FF1830| CI0118 AUGUSTA RM 1                         31.940 METERS 13716     |
 FF1830| FF1831 AUGUSTA EAST MUNICIPAL TANK         449.194 METERS 1540916.0 |
 FF1830| FF1832 AUGUSTA WEST MUNICIPAL TANK         APPROX. 0.5 KM 2094407.0 |
 FF1830| FF1833 K 11 14                              72.396 METERS 27503     |
 FF1830| FF1839 HEIGHT                              APPROX.19.8 KM 2773154.6 |
 FF1830| FF1829 AUGUSTA MAGNETIC                     57.403 METERS 28630     |
 FF1830|---------------------------------------------------------------------|
 FF1830
 FF1830                          SUPERSEDED SURVEY CONTROL
 FF1830
 FF1830  NAD 83(1986)-  35 17 14.33127(N)    091 21 50.75074(W) AD(       ) 2
 FF1830  NAD 27      -  35 17 14.02330(N)    091 21 50.28580(W) AD(       ) 2
 FF1830
 FF1830.Superseded values are not recommended for survey control.
 FF1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1830.See file dsdata.txt to determine how the superseded data were derived.
 FF1830
 FF1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4876206133(NAD 83)
 FF1830_MARKER: DS = TRIANGULATION STATION DISK
 FF1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1830
 FF1830  HISTORY     - Date     Condition        Report By
 FF1830  HISTORY     - 1954     MONUMENTED       CGS
 FF1830
 FF1830                          STATION DESCRIPTION
 FF1830
 FF1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1830'THE STATION IS LOCATED ON THE GROUNDS OF THE COUNTY COURTHOUSE
 FF1830'IN THE TOWN OF AUGUSTA.  IT IS 109 FEET SOUTHEAST OF THE
 FF1830'SOUTHEAST CORNER OF THE COURTHOUSE AND 33 FEET WEST OF THE
 FF1830'SOUTHWEST CORNER OF A HOUSE.
 FF1830'
 FF1830'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 FF1830'
 FF1830'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FF1830'STAMPED AUGUSTA 1954.
 FF1830'
 FF1830'REFERENCE MARK 1 IS 32 FEET SOUTHWEST OF THE CENTER OF A
 FF1830'CROSSSTREETS, 8 FEET WEST OF A LAMP POST AND 2 FEET NORTHWEST
 FF1830'OF THE EAST END OF A HEDGE.  THE MARK IS FLUSH WITH THE
 FF1830'GROUND AND THE DISK IS STAMPED AUGUSTA NO 1 1954.
 FF1830'
 FF1830'AUGUSTA MAGNETIC IS 65 FEET NORTHEAST OF A FIRE HYDRANT
 FF1830'AND 51 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE.
 FF1830'THE MARK IS A STANDARD, BRONZE, MAGNETIC STATION DISK SET
 FF1830'IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 2 INCHES.
 FF1830'THE DISK BEARS NO STAMPING.
 FF1830'
 FF1830'B M K-11-14 IS 112 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FF1830'OF THE COURTHOUSE AND 12 FEET NORTH OF THE FIRE HYDRANT.
 FF1830'THE MARK IS A BRONZE DISK OF THE UNITED STATES ENGINEER
 FF1830'DEPARTMENT SET IN THE TOP OF A CONCRETE POST 6 INCHES IN
 FF1830'DIAMETER.  THE POST PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF1830'B M K-11-14.
 FF1830'
 FF1830'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1831 ***********************************************************************
 FF1831  DESIGNATION -  AUGUSTA EAST MUNICIPAL TANK
 FF1831  PID         -  FF1831
 FF1831  STATE/COUNTY-  AR/WOODRUFF
 FF1831  USGS QUAD   -  AUGUSTA (1993)
 FF1831
 FF1831                         *CURRENT SURVEY CONTROL
 FF1831  ___________________________________________________________________
 FF1831* NAD 83(1997)-  35 17 01.20349(N)    091 21 43.00184(W)     ADJUSTED  
 FF1831* NAVD 88     -                                                        
 FF1831  ___________________________________________________________________
 FF1831  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FF1831  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1831
 FF1831  HORZ ORDER  -  THIRD
 FF1831
 FF1831.The horizontal coordinates were established by classical geodetic methods
 FF1831.and adjusted by the National Geodetic Survey in September 1999..
 FF1831
 FF1831
 FF1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1831
 FF1831.The geoid height was determined by GEOID03.
 FF1831
 FF1831;                    North         East     Units Scale Factor Converg.
 FF1831;SPC AR N     -   105,619.400   458,041.817   MT  0.99994962   +0 22 16.6
 FF1831;SPC AR N     -   346,519.65  1,502,758.86   sFT  0.99994962   +0 22 16.6
 FF1831;UTM  15      - 3,905,731.659   648,964.359   MT  0.99987347   +0 56 46.9
 FF1831
 FF1831                          SUPERSEDED SURVEY CONTROL
 FF1831
 FF1831  NAD 83(1986)-  35 17 01.21356(N)    091 21 43.00144(W) AD(       ) 4
 FF1831  NAD 27      -  35 17 00.90200(N)    091 21 42.53500(W) AD(       ) 3
 FF1831
 FF1831.Superseded values are not recommended for survey control.
 FF1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1831.See file dsdata.txt to determine how the superseded data were derived.
 FF1831
 FF1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4896405732(NAD 83)
 FF1831_MARKER: 53 = ELEVATED TANK
 FF1831
 FF1831  HISTORY     - Date     Condition        Report By
 FF1831  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1831
 FF1831                          STATION DESCRIPTION
 FF1831
 FF1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1831'THE STATION IS LOCATED NEAR THE EAST EDGE OF TOWN.  IT HAS
 FF1831'FOUR STRUCTUAL STEEL LEGS SUPPORTING THE TANK PROPER WITH
 FF1831'AN OVERALL HEIGHT OF 125 FEET.  THE POINT OBSERVED UPON
 FF1831'WAS THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1829 ***********************************************************************
 FF1829  DESIGNATION -  AUGUSTA MAGNETIC
 FF1829  PID         -  FF1829
 FF1829  STATE/COUNTY-  AR/WOODRUFF
 FF1829  USGS QUAD   -  AUGUSTA (1993)
 FF1829
 FF1829                         *CURRENT SURVEY CONTROL
 FF1829  ___________________________________________________________________
 FF1829* NAD 83(1997)-  35 17 14.85021(N)    091 21 52.92927(W)     ADJUSTED  
 FF1829* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 FF1829  ___________________________________________________________________
 FF1829  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FF1829  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1829
 FF1829  HORZ ORDER  -  THIRD
 FF1829
 FF1829.The horizontal coordinates were established by classical geodetic methods
 FF1829.and adjusted by the National Geodetic Survey in September 1999..
 FF1829.No horizontal observational check was made to the station.
 FF1829
 FF1829.The orthometric height was scaled from a topographic map.
 FF1829
 FF1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1829
 FF1829.The geoid height was determined by GEOID03.
 FF1829
 FF1829;                    North         East     Units Scale Factor Converg.
 FF1829;SPC AR N     -   106,038.316   457,788.256   MT  0.99994927   +0 22 10.8
 FF1829;SPC AR N     -   347,894.04  1,501,926.97   sFT  0.99994927   +0 22 10.8
 FF1829;UTM  15      - 3,906,147.977   648,706.625   MT  0.99987253   +0 56 41.5
 FF1829
 FF1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1829!SPC AR N     -   0.99999361  x   0.99994927  =   0.99994288
 FF1829!UTM  15      -   0.99999361  x   0.99987253  =   0.99986614
 FF1829
 FF1829                          SUPERSEDED SURVEY CONTROL
 FF1829
 FF1829  NAD 83(1986)-  35 17 14.86032(N)    091 21 52.92887(W) AD(       ) 3
 FF1829  NAD 27      -  35 17 14.55240(N)    091 21 52.46390(W) AD(       ) 3
 FF1829
 FF1829.Superseded values are not recommended for survey control.
 FF1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1829.See file dsdata.txt to determine how the superseded data were derived.
 FF1829
 FF1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4870706148(NAD 83)
 FF1829_MARKER: DM = MAGNETIC STATION DISK
 FF1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1829+STABILITY: SURFACE MOTION
 FF1829
 FF1829  HISTORY     - Date     Condition        Report By
 FF1829  HISTORY     - 1954     MONUMENTED       CGS
 FF1829
 FF1829                          STATION DESCRIPTION
 FF1829
 FF1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1829'THE STATION IS LOCATED ON THE GROUNDS OF THE COURTHOUSE
 FF1829'IN AUGUSTA.  IT IS 65 FEET NORTHEAST OF A FIRE HYDRANT AND
 FF1829'51 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE.
 FF1829'THE MARK IS A STANDARD MAGNETIC DISK SET IN THE TOP OF A
 FF1829'6 X 6 INCH CONCRETE POST THAT PROJECTS 2 INCHES.  THE DISK
 FF1829'BEARS NO STAMPING.
 FF1829'
 FF1829'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FF1829'AUGUSTA AND THE DISTANCE WAS FOUND TO BE 188.33 FEET AND
 FF1829'57.403 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1832 ***********************************************************************
 FF1832  DESIGNATION -  AUGUSTA WEST MUNICIPAL TANK
 FF1832  PID         -  FF1832
 FF1832  STATE/COUNTY-  AR/WOODRUFF
 FF1832  USGS QUAD   -  AUGUSTA (1993)
 FF1832
 FF1832                         *CURRENT SURVEY CONTROL
 FF1832  ___________________________________________________________________
 FF1832* NAD 83(1997)-  35 16 59.15445(N)    091 22 01.31640(W)     ADJUSTED  
 FF1832* NAVD 88     -                                                        
 FF1832  ___________________________________________________________________
 FF1832  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FF1832  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1832
 FF1832  HORZ ORDER  -  THIRD
 FF1832
 FF1832.The horizontal coordinates were established by classical geodetic methods
 FF1832.and adjusted by the National Geodetic Survey in September 1999..
 FF1832
 FF1832
 FF1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1832
 FF1832.The geoid height was determined by GEOID03.
 FF1832
 FF1832;                    North         East     Units Scale Factor Converg.
 FF1832;SPC AR N     -   105,553.269   457,579.447   MT  0.99994967   +0 22 06.0
 FF1832;SPC AR N     -   346,302.68  1,501,241.90   sFT  0.99994967   +0 22 06.0
 FF1832;UTM  15      - 3,905,660.897   648,502.712   MT  0.99987178   +0 56 36.2
 FF1832
 FF1832                          SUPERSEDED SURVEY CONTROL
 FF1832
 FF1832  NAD 83(1986)-  35 16 59.16424(N)    091 22 01.31630(W) AD(       ) 4
 FF1832  NAD 27      -  35 16 58.85600(N)    091 22 00.85100(W) AD(       ) 3
 FF1832
 FF1832.Superseded values are not recommended for survey control.
 FF1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1832.See file dsdata.txt to determine how the superseded data were derived.
 FF1832
 FF1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4850305661(NAD 83)
 FF1832_MARKER: 53 = ELEVATED TANK
 FF1832
 FF1832  HISTORY     - Date     Condition        Report By
 FF1832  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1832
 FF1832                          STATION DESCRIPTION
 FF1832
 FF1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1832'THE STATION IS LOCATED IN THE CENTRAL PART OF TOWN, JUST
 FF1832'WEST OF THE BUSINESS DISTRICT.  IT HAS FOUR STRUCTUAL STEEL
 FF1832'LEGS SUPPORTING THE TANK PROPER WITH AN OVERALL HEIGHT OF
 FF1832'100 FEET.  THE POINT OBSERVED UPON WAS A BALL AT THE APEX
 FF1832'OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0519 ***********************************************************************
 EJ0519  DESIGNATION -  AUNT
 EJ0519  PID         -  EJ0519
 EJ0519  STATE/COUNTY-  AR/JEFFERSON
 EJ0519  USGS QUAD   -  REDFIELD (1984)
 EJ0519
 EJ0519                         *CURRENT SURVEY CONTROL
 EJ0519  ___________________________________________________________________
 EJ0519* NAD 83(1986)-  34 28 18.     (N)    092 11 42.     (W)     SCALED    
 EJ0519* NAVD 88     -        76.226  (meters)     250.08   (feet)  ADJUSTED  
 EJ0519  ___________________________________________________________________
 EJ0519  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EJ0519  DYNAMIC HT  -          76.154 (meters)     249.85  (feet)  COMP
 EJ0519  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 EJ0519
 EJ0519  VERT ORDER  -  FIRST     CLASS II
 EJ0519
 EJ0519.The horizontal coordinates were scaled from a topographic map and have
 EJ0519.an estimated accuracy of +/- 6 seconds.
 EJ0519
 EJ0519.The orthometric height was determined by differential leveling
 EJ0519.and adjusted by the National Geodetic Survey in June 1991..
 EJ0519
 EJ0519.The geoid height was determined by GEOID03.
 EJ0519
 EJ0519.The dynamic height is computed by dividing the NAVD 88
 EJ0519.geopotential number by the normal gravity value computed on the
 EJ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0519.degrees latitude (g = 980.6199 gals.).
 EJ0519
 EJ0519.The modeled gravity was interpolated from observed gravity values.
 EJ0519
 EJ0519;                    North         East    Units  Estimated Accuracy
 EJ0519;SPC AR S     -   600,220.      382,090.      MT  (+/- 180 meters Scaled)
 EJ0519
 EJ0519                          SUPERSEDED SURVEY CONTROL
 EJ0519
 EJ0519  NGVD 29 (??/??/92)   76.309  (m)          250.36   (f) ADJ UNCH    1 2
 EJ0519
 EJ0519.Superseded values are not recommended for survey control.
 EJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0519.See file dsdata.txt to determine how the superseded data were derived.
 EJ0519
 EJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU739147(NAD 83)
 EJ0519_MARKER: DD = SURVEY DISK
 EJ0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0519_STAMPING: AUNT 1934
 EJ0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0519+STABILITY: SURFACE MOTION
 EJ0519
 EJ0519  HISTORY     - Date     Condition        Report By
 EJ0519  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0519  HISTORY     - 1937     GOOD             ARGS
 EJ0519  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0519
 EJ0519                          STATION DESCRIPTION
 EJ0519
 EJ0519'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0519'2.0 MI N FROM REDFIELD.
 EJ0519'2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0519'AT REDFIELD, JEFFERSON COUNTY, 71 FEET SOUTHWEST OF POLE 366+32, AND
 EJ0519'8.2 FEET WEST OF THE WEST RAIL OF THE TRACK.  A STATE SURVEY STANDARD
 EJ0519'DISK, STAMPED AUNT 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0519
 EJ0519                          STATION RECOVERY (1984)
 EJ0519
 EJ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0519'NOT RECOVERED, NOT SEARCHED FOR DUE TO MUDDY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1730 ***********************************************************************
 FG1730  DESIGNATION -  AUSTIN
 FG1730  PID         -  FG1730
 FG1730  STATE/COUNTY-  AR/CONWAY
 FG1730  USGS QUAD   -  FORMOSA (1991)
 FG1730
 FG1730                         *CURRENT SURVEY CONTROL
 FG1730  ___________________________________________________________________
 FG1730* NAD 83(1997)-  35 25 14.46904(N)    092 33 17.73937(W)     ADJUSTED  
 FG1730* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 FG1730  ___________________________________________________________________
 FG1730  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 FG1730  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG1730
 FG1730  HORZ ORDER  -  SECOND
 FG1730
 FG1730.The horizontal coordinates were established by classical geodetic methods
 FG1730.and adjusted by the National Geodetic Survey in September 1999..
 FG1730
 FG1730.The orthometric height was scaled from a topographic map.
 FG1730
 FG1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1730
 FG1730.The geoid height was determined by GEOID03.
 FG1730
 FG1730;                    North         East     Units Scale Factor Converg.
 FG1730;SPC AR N     -   120,774.267   349,605.603   MT  0.99993999   -0 19 22.5
 FG1730;SPC AR N     -   396,240.24  1,146,997.72   sFT  0.99993999   -0 19 22.5
 FG1730;UTM  15      - 3,919,788.103   540,404.770   MT  0.99962012   +0 15 28.6
 FG1730
 FG1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1730!SPC AR N     -   0.99995277  x   0.99993999  =   0.99989277
 FG1730!UTM  15      -   0.99995277  x   0.99962012  =   0.99957291
 FG1730
 FG1730:                Primary Azimuth Mark                     Grid Az
 FG1730:SPC AR N     -  AUSTIN AZ MK                             002 34 48.1
 FG1730:UTM  15      -  AUSTIN AZ MK                             001 59 57.0
 FG1730
 FG1730|---------------------------------------------------------------------|
 FG1730| PID    Reference Object                     Distance      Geod. Az  |
 FG1730|                                                           dddmmss.s |
 FG1730| CI0122 AUSTIN AZ MK                                       0021525.6 |
 FG1730| CI0123 AUSTIN RM 1                          26.647 METERS 01117     |
 FG1730| FG1723 GREENBRIER SW BELL TEL TOWER        APPROX.22.6 KM 1364158.4 |
 FG1730| CI0124 AUSTIN RM 2                          25.445 METERS 19139     |
 FG1730|---------------------------------------------------------------------|
 FG1730
 FG1730                          SUPERSEDED SURVEY CONTROL
 FG1730
 FG1730  NAD 83(1986)-  35 25 14.48342(N)    092 33 17.73585(W) AD(       ) 2
 FG1730  NAD 27      -  35 25 14.19800(N)    092 33 17.16100(W) AD(       ) 2
 FG1730
 FG1730.Superseded values are not recommended for survey control.
 FG1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1730.See file dsdata.txt to determine how the superseded data were derived.
 FG1730
 FG1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4040519788(NAD 83)
 FG1730_MARKER: DS = TRIANGULATION STATION DISK
 FG1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1730
 FG1730  HISTORY     - Date     Condition        Report By
 FG1730  HISTORY     - 1954     MONUMENTED       CGS
 FG1730  HISTORY     - 1962     GOOD             CGS
 FG1730  HISTORY     - 1967     GOOD             CGS
 FG1730
 FG1730                          STATION DESCRIPTION
 FG1730
 FG1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1730'THE STATION IS NEAR THE SOUTHEAST EDGE OF A HIGH FLAT-TOPPED
 FG1730'RIDGE, IN SECTION 14, T 9 N, R 15 W, ABOUT 4 MILES NORTH
 FG1730'OF CENTER RIDGE, 3-1/4 MILES SOUTH AND 3 MILES WEST OF FORMOSA,
 FG1730'21 FEET EAST OF THE CENTER OF A DIRT ROAD, 14 FEET SOUTHEAST
 FG1730'OF A WHITE 4 IN X 4 IN WITNESS POST AND 9 FEET EAST OF A
 FG1730'WIRE FENCE.
 FG1730'
 FG1730'TO REACH THE STATION FROM THE POST OFFICE IN FORMOSA, GO
 FG1730'SOUTH ON STATE HIGHWAY 9 FOR 2.05 MILES TO ANGLING CROSSROAD
 FG1730'AT STORE ON THE LEFT, TURN RIGHT AND GO WEST ON A DIRT ROAD
 FG1730'FOR 1.65 MILES TO A CROSS ROAD AT THE TOP OF A RIDGE, TURN
 FG1730'LEFT AND GO SOUTHERLY FOR 1.15 MILES TO A FARM HOUSE ON
 FG1730'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 FG1730'BELOW, CONTINUE SOUTHERLY FOR 0.4 MILE TO THE STATION ON
 FG1730'THE LEFT.
 FG1730'
 FG1730'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED AUSTIN
 FG1730'1954.
 FG1730'
 FG1730'REFERENCE MARK 1 IS 38 FEET SOUTHEAST OF A FENCE CORNER,
 FG1730'20 FEET EAST OF THE CENTER OF THE ROAD AND 8 FEET EAST OF A WIRE
 FG1730'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1730'AUSTIN NO 1 1954.
 FG1730'
 FG1730'REFERENCE MARK 2 IS 14 FEET EAST OF THE CENTER OF THE ROAD
 FG1730'AND 2 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 FG1730'DISK IS STAMPED AUSTIN NO 2 1954.
 FG1730'
 FG1730'THE AZIMUTH MARK IS 12 FEET EAST OF THE CENTER OF THE ROAD, 3
 FG1730'FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST, AND 1 FOOT
 FG1730'WEST OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE
 FG1730'DISK IS STAMPED AUSTIN 1954.
 FG1730'
 FG1730'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 FG1730'POSTS.
 FG1730'
 FG1730'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FG1730
 FG1730                          STATION RECOVERY (1962)
 FG1730
 FG1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1730'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 FG1730'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FG1730'THE DISTANCES AND DIRECTIONS TO ALL MARKS WERE VERIFIED.
 FG1730'
 FG1730'FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 FG1730'
 FG1730'THE STATION IS 4 MILES SOUTHWEST OF FORMOSA AND 3-1/2 MILES
 FG1730'NORTH OF CENTER RIDGE, NEAR THE SOUTHEAST EDGE OF A FLAT-TOPPED
 FG1730'RIDGE AND ON PROPERTY OWNED BY MR. ROLAND F. MIZE.
 FG1730'
 FG1730'TO REACH THE STATION FROM THE POST OFFICE IN FORMOSA, GO
 FG1730'SOUTH ON STATE HIGHWAY 9 FOR 2.05 MILES TO DIAGONAL CROSSROADS
 FG1730'IN THE SMALL VILLAGE OF AUSTIN.  TURN RIGHT AND GO WEST
 FG1730'ON A GRAVEL ROAD FOR 1.6 MILES TO CROSSROADS AT TOP OF THE
 FG1730'RIDGE.  TURN LEFT AND GO SOUTHERLY ON A GRAVEL ROAD FOR
 FG1730'1.2 MILES TO AN OLD HOUSE ON THE RIGHT AND THE AZIMUTH MARK
 FG1730'ON THE LEFT.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.3
 FG1730'MILE TO THE STATION ON THE LEFT.
 FG1730'
 FG1730'STATION MARK, A STANDARD DISK STAMPED AUSTIN 1954, IS SET
 FG1730'IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FG1730'125 FEET SOUTH OF A FENCE CORNER, 22 FEET EAST OF THE CENTER
 FG1730'OF THE GRAVEL ROAD, 11 FEET EAST OF A FENCE AND 10.5 FEET
 FG1730'EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 FG1730'MARK WAS NOT INSPECTED BY THIS PARTY.
 FG1730'
 FG1730'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AUSTIN NO 1
 FG1730'1954, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 FG1730'IT IS 38 FEET SOUTH OF THE FENCE CORNER, 18 FEET EAST OF
 FG1730'THE CENTER OF THE GRAVEL ROAD AND 9 FEET EAST OF THE FENCE.
 FG1730'
 FG1730'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AUSTIN NO 2 1954,
 FG1730'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 FG1730'IT IS 19 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND
 FG1730'3 FEET EAST OF THE FENCE.
 FG1730'
 FG1730'AZIMUTH MARK, A STANDARD DISK STAMPED AUSTIN 1954, IS SET
 FG1730'IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FG1730'14 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 1 FOOT SOUTH
 FG1730'OF A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 FG1730'
 FG1730'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FG1730'
 FG1730'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FG1730
 FG1730                          STATION RECOVERY (1967)
 FG1730
 FG1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1730'THE MARKS AND STATION WAS RECOVERED IN GOOD CONDITION.  THE 1962
 FG1730'DESCRIPTION BY J.K. RICHARDS IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1780 ***********************************************************************
 FF1780  DESIGNATION -  AUVERGNE
 FF1780  PID         -  FF1780
 FF1780  STATE/COUNTY-  AR/JACKSON
 FF1780  USGS QUAD   -  AUVERGNE (1981)
 FF1780
 FF1780                         *CURRENT SURVEY CONTROL
 FF1780  ___________________________________________________________________
 FF1780* NAD 83(1997)-  35 30 25.97698(N)    091 13 38.41343(W)     ADJUSTED  
 FF1780* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 FF1780  ___________________________________________________________________
 FF1780  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FF1780  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF1780
 FF1780  HORZ ORDER  -  SECOND
 FF1780
 FF1780.The horizontal coordinates were established by classical geodetic methods
 FF1780.and adjusted by the National Geodetic Survey in September 1999..
 FF1780
 FF1780.The orthometric height was scaled from a topographic map.
 FF1780
 FF1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1780
 FF1780.The geoid height was determined by GEOID03.
 FF1780
 FF1780;                    North         East     Units Scale Factor Converg.
 FF1780;SPC AR N     -   130,507.102   470,091.821   MT  0.99993683   +0 26 58.6
 FF1780;SPC AR N     -   428,172.05  1,542,292.92   sFT  0.99993683   +0 26 58.6
 FF1780;UTM  15      - 3,930,738.405   660,762.334   MT  0.99991849   +1 01 47.3
 FF1780
 FF1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1780!SPC AR N     -   0.99999221  x   0.99993683  =   0.99992904
 FF1780!UTM  15      -   0.99999221  x   0.99991849  =   0.99991070
 FF1780
 FF1780:                Primary Azimuth Mark                     Grid Az
 FF1780:SPC AR N     -  TUPELO TEX ILL GAS P L WNW MST           198 38 20.7
 FF1780:UTM  15      -  TUPELO TEX ILL GAS P L WNW MST           198 03 32.0
 FF1780
 FF1780|---------------------------------------------------------------------|
 FF1780| PID    Reference Object                     Distance      Geod. Az  |
 FF1780|                                                           dddmmss.s |
 FF1780| FF1827 TUPELO TEX ILL GAS P L WNW MST      APPROX.13.8 KM 1990519.3 |
 FF1780| CI0126 AUVERGNE RM 1                        27.384 METERS 20704     |
 FF1780| CI0125 AUVERGNE AZ MK                                     2350719.6 |
 FF1780| CI0127 AUVERGNE RM 2                        28.697 METERS 31409     |
 FF1780| FF1791 NEWPORT JACKSON CO CTHSE CUP        APPROX.11.9 KM 3345956.8 |
 FF1780| FF1795 NEWPORT E TRANSMISSION TOWER        APPROX.13.0 KM 3370817.6 |
 FF1780|---------------------------------------------------------------------|
 FF1780
 FF1780                          SUPERSEDED SURVEY CONTROL
 FF1780
 FF1780  NAD 83(1997)-  35 30 25.98678(N)    091 13 38.41233(W) AD(       ) 2
 FF1780  NAD 83(1986)-  35 30 25.98849(N)    091 13 38.41331(W) AD(       ) 2
 FF1780  NAD 27      -  35 30 25.69480(N)    091 13 37.95880(W) AD(       ) 2
 FF1780
 FF1780.Superseded values are not recommended for survey control.
 FF1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1780.See file dsdata.txt to determine how the superseded data were derived.
 FF1780
 FF1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6076230738(NAD 83)
 FF1780_MARKER: DS = TRIANGULATION STATION DISK
 FF1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1780
 FF1780  HISTORY     - Date     Condition        Report By
 FF1780  HISTORY     - 1954     MONUMENTED       CGS
 FF1780  HISTORY     - 1963     GOOD             USAF
 FF1780  HISTORY     - 20020920 MARK NOT FOUND   USACE
 FF1780
 FF1780                          STATION DESCRIPTION
 FF1780
 FF1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1780'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF NEWPORT, 0.5 MILE
 FF1780'SOUTHEAST OF AUVERGNE, 0.15 MILE EAST OF STATE HIGHWAY 17, ON THE
 FF1780'HIGHEST HILL IN THE VICINITY, 24 FEET EAST OF A DIRT ROAD THAT
 FF1780'LEADS TO A CEMETERY, 25 FEET NORTH OF A FALLEN IN WOOD BUILDING
 FF1780'AND 2 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 FF1780'
 FF1780'TO REACH THE STATION FROM THE POST OFFICE IN AUVERGNE GO SOUTH ON
 FF1780'STATE HIGHWAY 17 FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT, (FROM
 FF1780'THIS POINT THE AZIMUTH MARK MAY BE REACHED BY GOING SOUTH FOR 0.1
 FF1780'MILE TO A CEMETERY AND SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 FF1780'GO WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FF1780'DESCRIBED) TURN LEFT AND GO EAST FOR 0.15 MILE TO TOP OF HILL AND
 FF1780'THE STATION MARK ON THE RIGHT.
 FF1780'
 FF1780'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1780'AUVERGNE 1954.
 FF1780'
 FF1780'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1780'AUVERGNE NO 1 1954.
 FF1780'
 FF1780'REFERENCE MARK NO. 2 IS 70 FEET WEST OF THE ROAD LEADING TO
 FF1780'THE CEMETERY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1780'AUVERGNE NO 2 1954.
 FF1780'
 FF1780'THE AZIMUTH MARK IS 24 FEET SOUTH OF A GRAVEL ROAD, 2 FEET WEST
 FF1780'OF A 4 IN X 4 IN WHITE WITNESS POST AND ON THE NORTH EDGE OF A
 FF1780'CEMETERY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1780'AUVERGNE 1954.
 FF1780'
 FF1780'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1780
 FF1780                          STATION RECOVERY (1963)
 FF1780
 FF1780'RECOVERY NOTE BY US AIR FORCE 1963
 FF1780'STATION, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 FF1780'CONDITION.  REFERENCE MARK 2 WAS DESTROYED.  THE DESCRIPTION
 FF1780'WAS ADEQUATE.
 FF1780
 FF1780                          STATION RECOVERY (2002)
 FF1780
 FF1780'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1928 ***********************************************************************
 EJ1928  DESIGNATION -  AVANT
 EJ1928  PID         -  EJ1928
 EJ1928  STATE/COUNTY-  AR/GARLAND
 EJ1928  USGS QUAD   -  AVANT (1975)
 EJ1928
 EJ1928                         *CURRENT SURVEY CONTROL
 EJ1928  ___________________________________________________________________
 EJ1928* NAD 83(1997)-  34 38 52.61736(N)    093 20 09.07604(W)     ADJUSTED  
 EJ1928* NAVD 88     -       209.6    (meters)     688.     (feet)  VERTCON   
 EJ1928  ___________________________________________________________________
 EJ1928  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 EJ1928  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EJ1928
 EJ1928  HORZ ORDER  -  THIRD
 EJ1928
 EJ1928.The horizontal coordinates were established by classical geodetic methods
 EJ1928.and adjusted by the National Geodetic Survey in September 1999..
 EJ1928
 EJ1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1928
 EJ1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1928
 EJ1928.The geoid height was determined by GEOID03.
 EJ1928
 EJ1928;                    North         East     Units Scale Factor Converg.
 EJ1928;SPC AR S     -   620,553.133   277,538.752   MT  0.99997568   -0 44 51.6
 EJ1928;SPC AR S     - 2,035,931.40    910,558.39   sFT  0.99997568   -0 44 51.6
 EJ1928;SPC AR N     -    35,735.660   277,527.685   MT  1.00006834   -0 46 38.4
 EJ1928;SPC AR N     -   117,242.74    910,522.08   sFT  1.00006834   -0 46 38.4
 EJ1928;UTM  15      - 3,834,054.395   469,221.980   MT  0.99961168   -0 11 27.4
 EJ1928
 EJ1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1928!SPC AR S     -   0.99997153  x   0.99997568  =   0.99994721
 EJ1928!SPC AR N     -   0.99997153  x   1.00006834  =   1.00003987
 EJ1928!UTM  15      -   0.99997153  x   0.99961168  =   0.99958322
 EJ1928
 EJ1928|---------------------------------------------------------------------|
 EJ1928| PID    Reference Object                     Distance      Geod. Az  |
 EJ1928|                                                           dddmmss.s |
 EJ1928| CX4959 AVANT RM 1                            6.995 METERS 08946     |
 EJ1928| CX4958 AVANT AZ MK                                        2371434.2 |
 EJ1928| CX4960 AVANT RM 2                            6.735 METERS 26916     |
 EJ1928|---------------------------------------------------------------------|
 EJ1928
 EJ1928                          SUPERSEDED SURVEY CONTROL
 EJ1928
 EJ1928  NAD 83(1997)-  34 38 52.62737(N)    093 20 09.06861(W) AD(       ) 3
 EJ1928  NAD 83(1986)-  34 38 52.62997(N)    093 20 09.06833(W) AD(       ) 3
 EJ1928  NAD 27      -  34 38 52.28540(N)    093 20 08.38550(W) AD(       ) 3
 EJ1928  NGVD 29 (07/19/86)  209.6    (m)          688.     (f) VERT ANG       
 EJ1928
 EJ1928.Superseded values are not recommended for survey control.
 EJ1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1928.See file dsdata.txt to determine how the superseded data were derived.
 EJ1928
 EJ1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6922234054(NAD 83)
 EJ1928_MARKER: DS = TRIANGULATION STATION DISK
 EJ1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1928
 EJ1928  HISTORY     - Date     Condition        Report By
 EJ1928  HISTORY     - 1956     MONUMENTED       CGS
 EJ1928  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1928
 EJ1928                          STATION DESCRIPTION
 EJ1928
 EJ1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1928'THE STATION IS IN THE OUACHITA NATIONAL FOREST ABOUT 11 MILES
 EJ1928'EAST SOUTHEAST OF STORY, 16 MILES WEST SOUTH-WEST OF JESSIEVILLE
 EJ1928'AND 0.75 MILES NORTHWEST OF BUCKVILLE.
 EJ1928'
 EJ1928'TO REACH THE STATION FROM THE POST OFFICE IN BUCKVILLE GO
 EJ1928'EAST ALONG A GRADED ROAD FOR 0.5 MILE TO A CROSS ROAD, TURN
 EJ1928'LEFT AND GO 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 EJ1928'GO 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE
 EJ1928'OF THE ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A SIDE
 EJ1928'ROAD LEFT, TURN LEFT AND GO 0.15 MILE NORTH TO THE STATION.
 EJ1928'
 EJ1928'THE STATION MARK, STAMPED AVANT 1956, IS A STANDARD DISK
 EJ1928'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 EJ1928'WITH THE GROUND.  THE MARK IS 3 FEET WEST-SOUTHWEST OF A
 EJ1928'WHITE 2 X 4 INCH WITNESS POST, 60 FEET WEST OF A FENCE CORNER
 EJ1928'AND 20 INCHES SOUTH OF AN EAST-WEST FENCE LINE.
 EJ1928'
 EJ1928'REFERENCE MARK 1, STAMPED AVANT NO 1 1956, IS A STANDARD
 EJ1928'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 EJ1928'WITH THE GROUND.  THE MARK IS 36 FEET WEST OF A FENCE CORNER
 EJ1928'AND 18 INCHES SOUTH OF AN EAST-WEST FENCE LINE.  IT IS EAST
 EJ1928'OF THE STATION AND AT ABOUT THE SAME ELEVATION.
 EJ1928'
 EJ1928'REFERENCE MARK 2, STAMPED AVANT NO 2 1956, IS A STANDARD
 EJ1928'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 EJ1928'ABOUT 3 INCHES.  THE MARK IS 20 INCHES SOUTH OF AN EAST-WEST
 EJ1928'FENCE LINE.  IT IS WEST OF THE STATION AND AT ABOUT THE
 EJ1928'SAME ELEVATION.
 EJ1928'
 EJ1928'THE AZIMUTH MARK, STAMPED AVANT 1956, IS A STANDARD DISK
 EJ1928'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 EJ1928'2 INCHES.  THE MARK IS 12 FEET SOUTH OF THE APPROXIMATE
 EJ1928'CENTERLINE OF A GRADED ROAD, 30 INCHES EAST OF A WHITE 2
 EJ1928'X 4 INCH WITNESS POST AND 14 INCHES NORTH OF AN EAST-WEST
 EJ1928'FENCE LINE.
 EJ1928
 EJ1928                          STATION RECOVERY (1998)
 EJ1928
 EJ1928'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0591 ***********************************************************************
 GG0591  DESIGNATION -  AVOCA
 GG0591  PID         -  GG0591
 GG0591  STATE/COUNTY-  AR/BENTON
 GG0591  USGS QUAD   -  PEA RIDGE (1981)
 GG0591
 GG0591                         *CURRENT SURVEY CONTROL
 GG0591  ___________________________________________________________________
 GG0591* NAD 83(1997)-  36 23 47.62961(N)    094 01 48.48337(W)     ADJUSTED  
 GG0591* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 GG0591  ___________________________________________________________________
 GG0591  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GG0591  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GG0591
 GG0591  HORZ ORDER  -  THIRD
 GG0591
 GG0591.The horizontal coordinates were established by classical geodetic methods
 GG0591.and adjusted by the National Geodetic Survey in September 1999..
 GG0591
 GG0591.The orthometric height was scaled from a topographic map.
 GG0591
 GG0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0591
 GG0591.The geoid height was determined by GEOID03.
 GG0591
 GG0591;                    North         East     Units Scale Factor Converg.
 GG0591;SPC AR N     -   230,786.685   217,882.704   MT  1.00003635   -1 10 52.8
 GG0591;SPC AR N     -   757,172.65    714,836.84   sFT  1.00003635   -1 10 52.8
 GG0591;SPC MO W     -    25,611.408   892,149.371   MT  0.99996306   +0 16 43.7
 GG0591;UTM  15      - 4,028,427.423   407,622.015   MT  0.99970514   -0 36 40.7
 GG0591
 GG0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0591!SPC AR N     -   0.99993598  x   1.00003635  =   0.99997232
 GG0591!SPC MO W     -   0.99993598  x   0.99996306  =   0.99989904
 GG0591!UTM  15      -   0.99993598  x   0.99970514  =   0.99964113
 GG0591
 GG0591|---------------------------------------------------------------------|
 GG0591| PID    Reference Object                     Distance      Geod. Az  |
 GG0591|                                                           dddmmss.s |
 GG0591| CI0128 AVOCA RM 1                           19.302 METERS 08551     |
 GG0591| CI0129 AVOCA RM 2                           18.745 METERS 16400     |
 GG0591| CI0130 AVOCA RM 3                                         27058     |
 GG0591| GG0608 PEA RIDGE                           APPROX.15.1 KM 3081800.9 |
 GG0591|---------------------------------------------------------------------|
 GG0591
 GG0591                          SUPERSEDED SURVEY CONTROL
 GG0591
 GG0591  NAD 83(1997)-  36 23 47.63308(N)    094 01 48.48280(W) AD(       ) 3
 GG0591  NAD 83(1997)-  36 23 47.64089(N)    094 01 48.48530(W) AD(       ) 3
 GG0591  NAD 83(1986)-  36 23 47.64201(N)    094 01 48.48509(W) AD(       ) 3
 GG0591  NAD 27      -  36 23 47.36890(N)    094 01 47.75930(W) AD(       ) 3
 GG0591
 GG0591.Superseded values are not recommended for survey control.
 GG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0591.See file dsdata.txt to determine how the superseded data were derived.
 GG0591
 GG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0762228427(NAD 83)
 GG0591_MARKER: DS = TRIANGULATION STATION DISK
 GG0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0591
 GG0591  HISTORY     - Date     Condition        Report By
 GG0591  HISTORY     - 1961     MONUMENTED       CGS
 GG0591  HISTORY     - 1988     GOOD             USPSQD
 GG0591  HISTORY     - 20030413 GOOD             GEOCAC
 GG0591
 GG0591                          STATION DESCRIPTION
 GG0591
 GG0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0591'ABOUT 2-1/2 MILES EAST OF AVOCA, IN THE NORTHEAST 1/4 OF SECTION
 GG0591'23, T 20 N, R 29 W. AND ON THE PROPERTY OF MR. CARL JOHNSON.
 GG0591'IT IS 17 FEET SOUTH OF A WITNESS POST, 31 FEET SOUTH OF THE
 GG0591'CENTERLINE OF A GRAVELED ROAD, 33 FEET NORTHWEST OF AN OLD
 GG0591'WATER PUMP, 57 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 GG0591'OLD CONCRETE FOUNDATION AND 310 FEET EAST OF THE NORTHEAST
 GG0591'CORNER OF A BARN.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GG0591'IS STAMPED AVOCA 1961.
 GG0591'
 GG0591'TO REACH FROM THE POST OFFICE IN AVOCA, GO EAST ON GRAVELED ROAD
 GG0591'FOR 0.1 MILE TO A ROAD FORK.  TAKE RIGHT FORK AND GO EASTERLY
 GG0591'ON A GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT.  CONTINUE
 GG0591'STRAIGHT AHEAD EASTERLY ON THE GRAVELED ROAD FOR 1.35 MILES
 GG0591'TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST ON A GRAVELED ROAD
 GG0591'FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST
 GG0591'ON A GRAVELED ROAD FOR 0.15 MILE TO REFERENCE MARK 3 ON THE
 GG0591'LEFT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 150 FEET TO A ROAD
 GG0591'FORK.  TAKE LEFT AND CONTINUE EAST FOR 0.05 MILE TO THE STATION
 GG0591'ON THE RIGHT.
 GG0591'
 GG0591'REFERENCE MARK 1 IS 22 FEET NORTHEAST OF THE NORTHWEST CORNER
 GG0591'OF THE OLD CONCRETE FOUNDATION, 36 FEET NORTHEAST OF THE
 GG0591'OLD WATER PUMP AND 38 FEET SOUTH OF THE CENTERLINE OF THE
 GG0591'GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GG0591'AVOCA NO 1 1961.
 GG0591'
 GG0591'REFERENCE MARK 2 IS 43 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GG0591'OF THE OLD CONCRETE FOUNDATION AND 51 FEET SOUTHWEST OF
 GG0591'THE OLD WATER PUMP.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GG0591'DISK IS STAMPED AVOCA NO 2 1961.
 GG0591'
 GG0591'REFERENCE MARK 3 IS 1 FOOT NORTH OF A WIRE FENCE, 3 FEET
 GG0591'NORTHEAST OF A WITNESS POST, 12 FEET NORTH OF THE CENTERLINE
 GG0591'OF A GRAVELED ROAD AND 77 FEET NORTHEAST OF THE NORTHEAST
 GG0591'CORNER OF A HOUSE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GG0591'DISK IS STAMPED AVOCA NO 3 1961.
 GG0591'
 GG0591'PRECISE METHODS WERE USED TO DETERMINE THE DIRECTION TO
 GG0591'REFERENCE MARK 3.
 GG0591'
 GG0591'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GG0591
 GG0591                          STATION RECOVERY (1988)
 GG0591
 GG0591'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0591'RECOVERED IN GOOD CONDITION.
 GG0591
 GG0591                          STATION RECOVERY (2003)
 GG0591
 GG0591'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GG0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0878 ***********************************************************************
 EK0878  DESIGNATION -  AVON
 EK0878  PID         -  EK0878
 EK0878  STATE/COUNTY-  AR/SEVIER
 EK0878  USGS QUAD   -  DE QUEEN (1966)
 EK0878
 EK0878                         *CURRENT SURVEY CONTROL
 EK0878  ___________________________________________________________________
 EK0878* NAD 83(1997)-  34 06 59.61851(N)    094 18 58.54575(W)     ADJUSTED  
 EK0878* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 EK0878  ___________________________________________________________________
 EK0878  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 EK0878  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 EK0878
 EK0878  HORZ ORDER  -  SECOND
 EK0878
 EK0878.The horizontal coordinates were established by classical geodetic methods
 EK0878.and adjusted by the National Geodetic Survey in September 1999..
 EK0878
 EK0878.The orthometric height was scaled from a topographic map.
 EK0878
 EK0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0878
 EK0878.The geoid height was determined by GEOID03.
 EK0878
 EK0878;                    North         East     Units Scale Factor Converg.
 EK0878;SPC AR S     -   563,228.314   186,340.723   MT  0.99991949   -1 17 47.0
 EK0878;SPC AR S     - 1,847,858.23    611,352.86   sFT  0.99991949   -1 17 47.0
 EK0878;UTM  15      - 3,775,862.275   378,608.278   MT  0.99978165   -0 44 18.1
 EK0878
 EK0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0878!SPC AR S     -   0.99997034  x   0.99991949  =   0.99988983
 EK0878!UTM  15      -   0.99997034  x   0.99978165  =   0.99975199
 EK0878
 EK0878:                Primary Azimuth Mark                     Grid Az
 EK0878:SPC AR S     -  AVON AZ MK                               050 47 32.3
 EK0878:UTM  15      -  AVON AZ MK                               050 14 03.4
 EK0878
 EK0878|---------------------------------------------------------------------|
 EK0878| PID    Reference Object                     Distance      Geod. Az  |
 EK0878|                                                           dddmmss.s |
 EK0878| CX4967 AVON AZ MK                                         0492945.3 |
 EK0878| CX4968 AVON RM 1                            27.416 METERS 17442     |
 EK0878| CX4969 AVON RM 2                            25.810 METERS 28522     |
 EK0878|---------------------------------------------------------------------|
 EK0878
 EK0878                          SUPERSEDED SURVEY CONTROL
 EK0878
 EK0878  NAD 83(1997)-  34 06 59.62155(N)    094 18 58.54361(W) AD(       ) 2
 EK0878  NAD 83(1986)-  34 06 59.62650(N)    094 18 58.53896(W) AD(       ) 2
 EK0878  NAD 27      -  34 06 59.22100(N)    094 18 57.79500(W) AD(       ) 2
 EK0878
 EK0878.Superseded values are not recommended for survey control.
 EK0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0878.See file dsdata.txt to determine how the superseded data were derived.
 EK0878
 EK0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7860875862(NAD 83)
 EK0878_MARKER: DS = TRIANGULATION STATION DISK
 EK0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0878
 EK0878  HISTORY     - Date     Condition        Report By
 EK0878  HISTORY     - 1952     MONUMENTED       CGS
 EK0878  HISTORY     - 1962     GOOD             CGS
 EK0878  HISTORY     - 19980113 MARK NOT FOUND   NGS
 EK0878
 EK0878                          STATION DESCRIPTION
 EK0878
 EK0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0878'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF GILLHAM AND
 EK0878'5-1/2 MILES NORTH AND 1-1/2 MILES EAST OF DE QUEEN ON THE
 EK0878'WEST SIDE OF U.S. HIGHWAY 71.  IT IS 63 FEET NORTH EAST OF THE
 EK0878'NORTHEAST CORNER OF A BARN, 43 FEET NORTHWEST OF A POWER LINE
 EK0878'POLE, 13 FEET NORTH OF A FENCELINE AND 12.8 FEET NORTH OF A
 EK0878'WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND
 EK0878'AND THE DISK IS STAMPED AVON 1952.
 EK0878'
 EK0878'REFERENCE MARK NO. 1 IS 69 FEET WEST OF THE CENTERLINE OF U.S.
 EK0878'HIGHWAY 71 AND 43 FEET NORTH OF A T-FENCE CORNER.  THE MARK
 EK0878'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED AVON NO 1 1952.
 EK0878'
 EK0878'REFERENCE MARK NO. 2 IS 8 FEET NORTH OF A FENCELINE, AND 22 FEET
 EK0878'NORTHWEST OF THE NORTHEAST CORNER OF A BARN.  THE MARK PROJECTS
 EK0878'ABOUT 4 INCHES AND THE DISK IS STAMPED AVON NO 2 1952.
 EK0878'
 EK0878'AZIMUTH MARK IS 62 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 EK0878'71, 10 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 9
 EK0878'FEET NORTH NORTHEAST OF A POWERLINE POLE AND 2 FEET SOUTH
 EK0878'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND
 EK0878'THE DISK IS STAMPED AVON 1952.
 EK0878'
 EK0878'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 EK0878'AND 71 AT THE NORTH EDGE OF DE QUEEN, GO NORTH ON U.S. HIGHWAY
 EK0878'71 FOR 5.15 MILES TO STATION ON WEST SIDE OF HIGHWAY AS
 EK0878'DESCRIBED.
 EK0878'
 EK0878'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 EK0878'HIGHWAY 71 FOR 0.2 MILE TO MARK ON EAST SIDE OF HIGHWAY AS
 EK0878'DESCRIBED.
 EK0878'
 EK0878'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0878
 EK0878                          STATION RECOVERY (1962)
 EK0878
 EK0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EK0878'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EK0878'THE STATION MARK WAS RECOVERED TO THE NORTH OF A SLAB-BOARD
 EK0878'FENCE THAT PASSES TO THE NORTH OF A NEW WHITE BUNGALOW, 43
 EK0878'FEET NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER AND 12.8
 EK0878'FEET NORTH OF A WHITE WITNESS POST.  R.M. NO. 1 IS JUST SOUTH
 EK0878'OF A SQUARE CORNER POST AT THE SOUTHEAST CORNER OF THE FRONT
 EK0878'YARD.  R.M. NO. 2 IS WEST OF THE STATION.
 EK0878'
 EK0878'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EK0878'FOR RECOVERY.
 EK0878
 EK0878                          STATION RECOVERY (1998)
 EK0878
 EK0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 EK0878'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2286 ***********************************************************************
 FF2286  SACS        -  This is a Secondary Airport Control Station.
 FF2286  DESIGNATION -  AWM A
 FF2286  PID         -  FF2286
 FF2286  STATE/COUNTY-  AR/CRITTENDEN
 FF2286  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2286
 FF2286                         *CURRENT SURVEY CONTROL
 FF2286  ___________________________________________________________________
 FF2286* NAD 83(1997)-  35 08 12.85604(N)    090 13 56.93295(W)     ADJUSTED  
 FF2286* NAVD 88     -        63.64   (+/-2cm)     208.8    (feet)  VERTCON   
 FF2286  ___________________________________________________________________
 FF2286  X           -     -21,187.453 (meters)                     COMP
 FF2286  Y           -  -5,221,687.090 (meters)                     COMP
 FF2286  Z           -   3,650,319.107 (meters)                     COMP
 FF2286  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FF2286  ELLIP HEIGHT-          36.46  (meters)          (09/21/01) GPS OBS
 FF2286  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF2286
 FF2286  HORZ ORDER  -  FIRST
 FF2286  VERT ORDER  -  THIRD ? (See Below)
 FF2286  ELLP ORDER  -  FOURTH    CLASS II
 FF2286
 FF2286.This mark is at West Memphis Airport (AWM)
 FF2286
 FF2286.The horizontal coordinates were established by GPS observations
 FF2286.and adjusted by the National Geodetic Survey in February 1999..
 FF2286
 FF2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2286
 FF2286.GPS derived orthometric heights for airport stations designated as
 FF2286.PACS or SACS are published to 2 decimal places.  This maintains
 FF2286.centimeter relative accuracy between the PACS and SACS.  It does
 FF2286.not indicate centimeter accuracy relative to other marks which are
 FF2286.part of the NAVD 88 network.
 FF2286.The vertical order pertains to the NGVD 29 superseded value.
 FF2286
 FF2286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2286
 FF2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2286
 FF2286.The ellipsoidal height was determined by GPS observations
 FF2286.and is referenced to NAD 83.
 FF2286
 FF2286.The geoid height was determined by GEOID03.
 FF2286
 FF2286;                    North         East     Units Scale Factor Converg.
 FF2286;SPC AR N     -    90,595.203   561,070.241   MT  0.99996622   +1 01 42.7
 FF2286;SPC AR N     -   297,227.76  1,840,777.95   sFT  0.99996622   +1 01 42.7
 FF2286;SPC TN       -    97,496.832   214,380.950   MT  1.00002188   -2 28 40.3
 FF2286;SPC TN       -   319,870.86    703,348.17   sFT  1.00002188   -2 28 40.3
 FF2286;UTM  15      - 3,891,731.891   752,152.674   MT  1.00038366   +1 35 37.1
 FF2286
 FF2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2286!SPC AR N     -   0.99999428  x   0.99996622  =   0.99996050
 FF2286!SPC TN       -   0.99999428  x   1.00002188  =   1.00001616
 FF2286!UTM  15      -   0.99999428  x   1.00038366  =   1.00037793
 FF2286
 FF2286                          SUPERSEDED SURVEY CONTROL
 FF2286
 FF2286  ELLIP H (02/18/99)   36.48   (m)                       GP(       ) 4 2
 FF2286  NAD 83(1997)-  35 08 12.85516(N)    090 13 56.93112(W) AD(       ) B
 FF2286  ELLIP H (07/15/94)   36.51   (m)                       GP(       ) 4 2
 FF2286  NGVD 29 (07/15/94)   63.62   (m)          208.7    (f) LEVELING    3  
 FF2286
 FF2286.Superseded values are not recommended for survey control.
 FF2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2286.See file dsdata.txt to determine how the superseded data were derived.
 FF2286
 FF2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5215391732(NAD 83)
 FF2286_MARKER: DT = TOPOGRAPHIC STATION DISK
 FF2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2286_SP_SET: CONCRETE POST
 FF2286_STAMPING: AWM A 1993
 FF2286_MARK LOGO: NGS   
 FF2286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF2286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2286+SATELLITE: SATELLITE OBSERVATIONS - 1993
 FF2286
 FF2286  HISTORY     - Date     Condition        Report By
 FF2286  HISTORY     - 1993     MONUMENTED       NOS
 FF2286
 FF2286                          STATION DESCRIPTION
 FF2286
 FF2286'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 FF2286'LOCATED ON THE WEST MEMPHIS MUNICIPAL AIRPORT WHICH IS JUST WEST OF
 FF2286'THE CITY OF WEST MEMPHIS, ARKANSAS.  AIRPORT IS SOUTH OF US HIGHWAYS
 FF2286'70 AND 79 ABOUT 3.2 MI (5.1 KM) E OF JUNCTION US HIGHWAYS AND STATE
 FF2286'ROUTE 147. STATION IS LOCATED IN THE NORTH CENTRAL PORTION OF THE
 FF2286'AIRPORT JUST WEST OF THE RAMP AREA BETWEEN A TAXIWAY RUNNING PARALLEL
 FF2286'TO THE RUNWAY AND THE RUNWAY.
 FF2286'TO REACH FROM RAMP AREA PROCEED SOUTH TO SOUTH END OF RAMP, TAXIWAY
 FF2286'CONNECTING TO PARALLEL TAXIWAY AND STATION NEAR THE SOUTHEAST CORNER
 FF2286'OF A GRASS AREA BOUNDED BY THE RAMP, PARALLEL TAXIWAY AND TWO
 FF2286'TAXIWAYS CONNECTING THE RAMP AND PARALLEL TAXIWAY.
 FF2286'IT IS 134.7 FT (41.1 M) NE OF A PK NAIL AND ALUMINUM WASHER (WASHER IS
 FF2286'STAMPED NOS-CGS) AT THE Y-JUNCTION OF TWO PAINTED STRIPES INDICATING
 FF2286'NOSE WHEEL PATHS ONTO PARALLEL TAXIWAY, 111.5 FT (34.0 M) E OF THE
 FF2286'NORTH END OF A CORRUGATED STEEL DRAIN PIPE FOR DITCH RUNNING UNDER
 FF2286'CONNECTOR TAXIWAY, 67.8 FT (20.7 M) W OF THE POINT OF CURVE FOR
 FF2286'CONNECTION OF RAMP TO CONNECTOR TAXIWAY AND 27.5 FT (8.4 M) N OF N
 FF2286'EDGE OF CONNECTOR TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0516 ***********************************************************************
 EJ0516  DESIGNATION -  AXEL
 EJ0516  PID         -  EJ0516
 EJ0516  STATE/COUNTY-  AR/JEFFERSON
 EJ0516  USGS QUAD   -  REDFIELD (1984)
 EJ0516
 EJ0516                         *CURRENT SURVEY CONTROL
 EJ0516  ___________________________________________________________________
 EJ0516* NAD 83(1986)-  34 27 30.     (N)    092 11 23.     (W)     SCALED    
 EJ0516* NAVD 88     -        84.338  (meters)     276.70   (feet)  ADJUSTED  
 EJ0516  ___________________________________________________________________
 EJ0516  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EJ0516  DYNAMIC HT  -          84.259 (meters)     276.44  (feet)  COMP
 EJ0516  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 EJ0516
 EJ0516  VERT ORDER  -  FIRST     CLASS II
 EJ0516
 EJ0516.The horizontal coordinates were scaled from a topographic map and have
 EJ0516.an estimated accuracy of +/- 6 seconds.
 EJ0516
 EJ0516.The orthometric height was determined by differential leveling
 EJ0516.and adjusted by the National Geodetic Survey in June 1991..
 EJ0516
 EJ0516.The geoid height was determined by GEOID03.
 EJ0516
 EJ0516.The dynamic height is computed by dividing the NAVD 88
 EJ0516.geopotential number by the normal gravity value computed on the
 EJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0516.degrees latitude (g = 980.6199 gals.).
 EJ0516
 EJ0516.The modeled gravity was interpolated from observed gravity values.
 EJ0516
 EJ0516;                    North         East    Units  Estimated Accuracy
 EJ0516;SPC AR S     -   598,740.      382,570.      MT  (+/- 180 meters Scaled)
 EJ0516
 EJ0516                          SUPERSEDED SURVEY CONTROL
 EJ0516
 EJ0516  NGVD 29 (??/??/92)   84.408  (m)          276.93   (f) ADJ UNCH    1 2
 EJ0516
 EJ0516.Superseded values are not recommended for survey control.
 EJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0516.See file dsdata.txt to determine how the superseded data were derived.
 EJ0516
 EJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU744132(NAD 83)
 EJ0516_MARKER: DD = SURVEY DISK
 EJ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0516_STAMPING: AXEL 1934
 EJ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0516+STABILITY: SURFACE MOTION
 EJ0516
 EJ0516  HISTORY     - Date     Condition        Report By
 EJ0516  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0516  HISTORY     - 1937     GOOD             ARGS
 EJ0516  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0516
 EJ0516                          STATION DESCRIPTION
 EJ0516
 EJ0516'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0516'1.1 MI N FROM REDFIELD.
 EJ0516'1.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0516'AT REDFIELD, JEFFERSON COUNTY, AT A CURVE, 95 FEET SOUTHWEST OF POLE
 EJ0516'367+31, 26 FEET WEST OF THE WEST RAIL, AND 18 FEET EAST OF THE
 EJ0516'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED AXEL 1934
 EJ0516'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 EJ0516
 EJ0516                          STATION RECOVERY (1984)
 EJ0516
 EJ0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0516'NOT SEARCHED FOR, INACCESSIBLE AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0971 ***********************************************************************
 DK0971  DESIGNATION -  AZILEE
 DK0971  PID         -  DK0971
 DK0971  STATE/COUNTY-  AR/DESHA
 DK0971  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0971
 DK0971                         *CURRENT SURVEY CONTROL
 DK0971  ___________________________________________________________________
 DK0971* NAD 83(1986)-  33 36 24.     (N)    091 12 17.     (W)     SCALED    
 DK0971* NAVD 88     -        41.915  (meters)     137.52   (feet)  ADJUSTED  
 DK0971  ___________________________________________________________________
 DK0971  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0971  DYNAMIC HT  -          41.871 (meters)     137.37  (feet)  COMP
 DK0971  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 DK0971
 DK0971  VERT ORDER  -  FIRST     CLASS II
 DK0971
 DK0971.The horizontal coordinates were scaled from a topographic map and have
 DK0971.an estimated accuracy of +/- 6 seconds.
 DK0971
 DK0971.The orthometric height was determined by differential leveling
 DK0971.and adjusted by the National Geodetic Survey in June 1991..
 DK0971
 DK0971.The geoid height was determined by GEOID03.
 DK0971
 DK0971.The dynamic height is computed by dividing the NAVD 88
 DK0971.geopotential number by the normal gravity value computed on the
 DK0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0971.degrees latitude (g = 980.6199 gals.).
 DK0971
 DK0971.The modeled gravity was interpolated from observed gravity values.
 DK0971
 DK0971;                    North         East    Units  Estimated Accuracy
 DK0971;SPC AR S     -   504,550.      473,800.      MT  (+/- 180 meters Scaled)
 DK0971
 DK0971                          SUPERSEDED SURVEY CONTROL
 DK0971
 DK0971  NGVD 29 (??/??/??)   42.034  (m)          137.91   (f) ADJUSTED    1 2
 DK0971
 DK0971.Superseded values are not recommended for survey control.
 DK0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0971.See file dsdata.txt to determine how the superseded data were derived.
 DK0971
 DK0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT665199(NAD 83)
 DK0971_MARKER: P = PIPE CAP
 DK0971_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0971_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0971
 DK0971  HISTORY     - Date     Condition        Report By
 DK0971  HISTORY     - UNK      MONUMENTED       DOD
 DK0971  HISTORY     - 1934     GOOD             CGS
 DK0971  HISTORY     - 20020607 MARK NOT FOUND   USACE
 DK0971
 DK0971                          STATION DESCRIPTION
 DK0971
 DK0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0971'IN ARKANSAS CITY.
 DK0971'B.M. AZILEE IS A PIPE FLANGE BENCH WITH BRASS CAP.  CAP IS 5 INCHES
 DK0971'ABOVE GROUND.  LOCATED AT ARKANSAS CITY, DESHA COUNTY, ARK., 894 FEET
 DK0971'NORTHWEST OF LEVEE.  IN EAST CORNER OF HIGHWAY NO. 4 AND SECOND
 DK0971'STREET.  10.7 FEET SOUTHEAST AND 0.8 FEET NORTHEAST OF INSIDE CORNER
 DK0971'OF 4 FOOT CONCRETE SIDE WALK.  20.2 FEET WEST OF WEST CORNER OF HOUSE.
 DK0971
 DK0971                          STATION RECOVERY (2002)
 DK0971
 DK0971'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0973 ***********************************************************************
 DK0973  DESIGNATION -  AZILEE RESET
 DK0973  PID         -  DK0973
 DK0973  STATE/COUNTY-  AR/DESHA
 DK0973  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0973
 DK0973                         *CURRENT SURVEY CONTROL
 DK0973  ___________________________________________________________________
 DK0973* NAD 83(1986)-  33 36 24.     (N)    091 12 18.     (W)     SCALED    
 DK0973* NAVD 88     -        41.821  (meters)     137.21   (feet)  ADJUSTED  
 DK0973  ___________________________________________________________________
 DK0973  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0973  DYNAMIC HT  -          41.777 (meters)     137.06  (feet)  COMP
 DK0973  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 DK0973
 DK0973  VERT ORDER  -  FIRST     CLASS II
 DK0973
 DK0973.The horizontal coordinates were scaled from a topographic map and have
 DK0973.an estimated accuracy of +/- 6 seconds.
 DK0973
 DK0973.The orthometric height was determined by differential leveling
 DK0973.and adjusted by the National Geodetic Survey in June 1991..
 DK0973
 DK0973.The geoid height was determined by GEOID03.
 DK0973
 DK0973.The dynamic height is computed by dividing the NAVD 88
 DK0973.geopotential number by the normal gravity value computed on the
 DK0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0973.degrees latitude (g = 980.6199 gals.).
 DK0973
 DK0973.The modeled gravity was interpolated from observed gravity values.
 DK0973
 DK0973;                    North         East    Units  Estimated Accuracy
 DK0973;SPC AR S     -   504,540.      473,780.      MT  (+/- 180 meters Scaled)
 DK0973
 DK0973                          SUPERSEDED SURVEY CONTROL
 DK0973
 DK0973  NGVD 29 (??/??/??)   41.940  (m)          137.60   (f) ADJUSTED    1 2
 DK0973
 DK0973.Superseded values are not recommended for survey control.
 DK0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0973.See file dsdata.txt to determine how the superseded data were derived.
 DK0973
 DK0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT665199(NAD 83)
 DK0973_MARKER: P = PIPE CAP
 DK0973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0973
 DK0973  HISTORY     - Date     Condition        Report By
 DK0973  HISTORY     - 1939     MONUMENTED       CGS
 DK0973  HISTORY     - 20020607 MARK NOT FOUND   USACE
 DK0973
 DK0973                          STATION DESCRIPTION
 DK0973
 DK0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0973'IN ARKANSAS CITY.
 DK0973'BENCH MARK IS A PIPE FLANGE BENCH WITH BRASS CAP 5 INCHES ABOVE
 DK0973'GROUND.  894 FEET NORTHWEST OF LEVEE.  IN EAST CORNER OF HIGHWAY NO. 4
 DK0973'AND SECOND STREET.  10.7 FEET SOUTHEAST AND 0.8 FEET NORTHEAST OF
 DK0973'INSIDE CORNER OF 4 FOOT CONCRETE SIDE WALK.  20.2 FEET WEST OF WEST
 DK0973'CORNER OF HOUSE.
 DK0973
 DK0973                          STATION RECOVERY (2002)
 DK0973
 DK0973'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1597 ***********************************************************************
 FF1597  DESIGNATION -  B 1 RESET
 FF1597  PID         -  FF1597
 FF1597  STATE/COUNTY-  AR/INDEPENDENCE
 FF1597  USGS QUAD   -  BATESVILLE (1989)
 FF1597
 FF1597                         *CURRENT SURVEY CONTROL
 FF1597  ___________________________________________________________________
 FF1597* NAD 83(1986)-  35 45 58.     (N)    091 39 07.     (W)     SCALED    
 FF1597* NAVD 88     -        82.12   (meters)     269.4    (feet)  RESET     
 FF1597  ___________________________________________________________________
 FF1597  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF1597
 FF1597  VERT ORDER  -  THIRD
 FF1597
 FF1597.The horizontal coordinates were scaled from a topographic map and have
 FF1597.an estimated accuracy of +/- 6 seconds.
 FF1597
 FF1597.The orthometric height was computed from unverified reset data.
 FF1597.No vertical observational check was made to the station.
 FF1597
 FF1597.The geoid height was determined by GEOID03.
 FF1597
 FF1597;                    North         East    Units  Estimated Accuracy
 FF1597;SPC AR N     -   159,010.      431,470.      MT  (+/- 180 meters Scaled)
 FF1597
 FF1597                          SUPERSEDED SURVEY CONTROL
 FF1597
 FF1597  NGVD 29 (??/??/??)   82.04   (m)          269.2    (f) RESET       3  
 FF1597
 FF1597.Superseded values are not recommended for survey control.
 FF1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1597.See file dsdata.txt to determine how the superseded data were derived.
 FF1597
 FF1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV218588(NAD 83)
 FF1597_MARKER: DD = SURVEY DISK
 FF1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1597_STAMPING: B 1 RESET 1948
 FF1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1597+STABILITY: SURFACE MOTION
 FF1597
 FF1597  HISTORY     - Date     Condition        Report By
 FF1597  HISTORY     - 1948     MONUMENTED       ARGS
 FF1597  HISTORY     - 1948     GOOD             CGS
 FF1597
 FF1597                          STATION DESCRIPTION
 FF1597
 FF1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FF1597'AT BATESVILLE.
 FF1597'AT BATESVILLE, IN THE NE 1/4 OF THE SE 1/4 OF SEC. 17, T.13 N.,
 FF1597'R.6 W., 206 FEET EAST OF THE EAST END OF THE MISSOURI PACIFIC
 FF1597'RAILROAD STATION, AT THE CENTRAL AVENUE CROSSING, 27 FEET OF
 FF1597'THE CENTER LINE OF THE AVENUE, 103 FEET NORTH OF THE CENTER
 FF1597'LINE OF THE TRACK, 3 FEET SOUTH OF A GARAGE, AND IN LINE WITH THE
 FF1597'SOUTH LINE OF WEST LAWRENCE STREET.  SET IN THE TOP OF A
 FF1597'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1543 ***********************************************************************
 FF1543  DESIGNATION -  B 10
 FF1543  PID         -  FF1543
 FF1543  STATE/COUNTY-  AR/CLEBURNE
 FF1543  USGS QUAD   -  DRASCO (1973)
 FF1543
 FF1543                         *CURRENT SURVEY CONTROL
 FF1543  ___________________________________________________________________
 FF1543* NAD 83(1986)-  35 37 59.     (N)    091 56 50.     (W)     SCALED    
 FF1543* NAVD 88     -       311.639  (meters)    1022.44   (feet)  ADJUSTED  
 FF1543  ___________________________________________________________________
 FF1543  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1543  DYNAMIC HT  -         311.355 (meters)    1021.50  (feet)  COMP
 FF1543  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FF1543
 FF1543  VERT ORDER  -  SECOND    CLASS 0
 FF1543
 FF1543.The horizontal coordinates were scaled from a topographic map and have
 FF1543.an estimated accuracy of +/- 6 seconds.
 FF1543
 FF1543.The orthometric height was determined by differential leveling
 FF1543.and adjusted by the National Geodetic Survey in June 1991..
 FF1543
 FF1543.The geoid height was determined by GEOID03.
 FF1543
 FF1543.The dynamic height is computed by dividing the NAVD 88
 FF1543.geopotential number by the normal gravity value computed on the
 FF1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1543.degrees latitude (g = 980.6199 gals.).
 FF1543
 FF1543.The modeled gravity was interpolated from observed gravity values.
 FF1543
 FF1543;                    North         East    Units  Estimated Accuracy
 FF1543;SPC AR N     -   144,200.      404,780.      MT  (+/- 180 meters Scaled)
 FF1543
 FF1543                          SUPERSEDED SURVEY CONTROL
 FF1543
 FF1543  NGVD 29 (??/??/??)  311.560  (m)         1022.18   (f) ADJUSTED    2 0
 FF1543
 FF1543.Superseded values are not recommended for survey control.
 FF1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1543.See file dsdata.txt to determine how the superseded data were derived.
 FF1543
 FF1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV953437(NAD 83)
 FF1543_MARKER: DD = SURVEY DISK
 FF1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1543_STAMPING: B 10 1934
 FF1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1543+STABILITY: SURFACE MOTION
 FF1543
 FF1543  HISTORY     - Date     Condition        Report By
 FF1543  HISTORY     - 1934     MONUMENTED       ARGS
 FF1543  HISTORY     - 1940     GOOD             CGS
 FF1543  HISTORY     - 1973     MARK NOT FOUND   NGS
 FF1543
 FF1543                          STATION DESCRIPTION
 FF1543
 FF1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FF1543'AT DRASCO.
 FF1543'AT DRASCO, 67.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE POST
 FF1543'OFFICE, 45 FEET SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 FF1543'25 AND A COUNTY ROAD, 33.5 FEET WEST OF THE CENTERLINE OF THE
 FF1543'HIGHWAY, 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 2
 FF1543'FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 FF1543'B 10 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 FF1543'POST OFFICE HAS BEEN MOVED SOUTH 200 FEET WHICH MAKES THE MARKER
 FF1543'200 FEET NORTH OF THE POST OFFICE.
 FF1543'NOTE--THE SITE WHERE THE POST WAS LOCATED IS NOW A PAVED PARKING LOT.
 FF1543
 FF1543                          STATION RECOVERY (1973)
 FF1543
 FF1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FF1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2388 ***********************************************************************
 EH2388  DESIGNATION -  B 10
 EH2388  PID         -  EH2388
 EH2388  STATE/COUNTY-  AR/LONOKE
 EH2388  USGS QUAD   -  OAK GROVE (1982)
 EH2388
 EH2388                         *CURRENT SURVEY CONTROL
 EH2388  ___________________________________________________________________
 EH2388* NAD 83(1986)-  34 59 52.     (N)    091 58 58.     (W)     SCALED    
 EH2388* NAVD 88     -        75.822  (meters)     248.76   (feet)  ADJUSTED  
 EH2388  ___________________________________________________________________
 EH2388  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EH2388  DYNAMIC HT  -          75.752 (meters)     248.53  (feet)  COMP
 EH2388  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 EH2388
 EH2388  VERT ORDER  -  FIRST     CLASS II
 EH2388
 EH2388.The horizontal coordinates were scaled from a topographic map and have
 EH2388.an estimated accuracy of +/- 6 seconds.
 EH2388
 EH2388.The orthometric height was determined by differential leveling
 EH2388.and adjusted by the National Geodetic Survey in June 1991..
 EH2388.WARNING-Repeat measurements at this control monument indicate possible
 EH2388.vertical movement.
 EH2388
 EH2388.The geoid height was determined by GEOID03.
 EH2388
 EH2388.The dynamic height is computed by dividing the NAVD 88
 EH2388.geopotential number by the normal gravity value computed on the
 EH2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2388.degrees latitude (g = 980.6199 gals.).
 EH2388
 EH2388.The modeled gravity was interpolated from observed gravity values.
 EH2388
 EH2388;                    North         East    Units  Estimated Accuracy
 EH2388;SPC AR S     -   658,560.      401,570.      MT  (+/- 180 meters Scaled)
 EH2388
 EH2388                          SUPERSEDED SURVEY CONTROL
 EH2388
 EH2388  NGVD 29 (??/??/??)   75.817  (m)          248.74   (f) ADJUSTED    1 2
 EH2388
 EH2388.Superseded values are not recommended for survey control.
 EH2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2388.See file dsdata.txt to determine how the superseded data were derived.
 EH2388
 EH2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU928732(NAD 83)
 EH2388_MARKER: DB = BENCH MARK DISK
 EH2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2388_STAMPING: B 10 1931 248.789
 EH2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2388+STABILITY: SURFACE MOTION
 EH2388
 EH2388  HISTORY     - Date     Condition        Report By
 EH2388  HISTORY     - 1931     MONUMENTED       CGS
 EH2388  HISTORY     - 1954     GOOD             CGS
 EH2388  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2388
 EH2388                          STATION DESCRIPTION
 EH2388
 EH2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2388'IN AUSTIN.
 EH2388'AT AUSTIN, AT A ROAD CROSSING ON THE MISSOURI PACIFIC RAILROAD, 129
 EH2388'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST OFFICE, 29 FEET
 EH2388'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 22.5 FEET SOUTHEAST OF
 EH2388'THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 14.5 FEET SOUTHEAST OF
 EH2388'SEMAPHORE 320.2, 1.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 EH2388'OF A CONCRETE POST WHICH IS 0.6 FOOT BELOW THE TOP OF THE GROUND.
 EH2388'NOTE-- THE SEMAPHORE HAS BEEN REMOVED.
 EH2388
 EH2388                          STATION RECOVERY (1976)
 EH2388
 EH2388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0418 ***********************************************************************
 FG0418  DESIGNATION -  B 100
 FG0418  PID         -  FG0418
 FG0418  STATE/COUNTY-  AR/FAULKNER
 FG0418  USGS QUAD   -  GLEASON (1991)
 FG0418
 FG0418                         *CURRENT SURVEY CONTROL
 FG0418  ___________________________________________________________________
 FG0418* NAD 83(1986)-  35 04 33.     (N)    092 32 18.     (W)     SCALED    
 FG0418* NAVD 88     -        83.612  (meters)     274.32   (feet)  ADJUSTED  
 FG0418  ___________________________________________________________________
 FG0418  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG0418  DYNAMIC HT  -          83.534 (meters)     274.06  (feet)  COMP
 FG0418  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FG0418
 FG0418  VERT ORDER  -  SECOND    CLASS 0
 FG0418
 FG0418.The horizontal coordinates were scaled from a topographic map and have
 FG0418.an estimated accuracy of +/- 6 seconds.
 FG0418
 FG0418.The orthometric height was determined by differential leveling
 FG0418.and adjusted by the National Geodetic Survey in June 1991..
 FG0418
 FG0418.The geoid height was determined by GEOID03.
 FG0418
 FG0418.The dynamic height is computed by dividing the NAVD 88
 FG0418.geopotential number by the normal gravity value computed on the
 FG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0418.degrees latitude (g = 980.6199 gals.).
 FG0418
 FG0418.The modeled gravity was interpolated from observed gravity values.
 FG0418
 FG0418;                    North         East    Units  Estimated Accuracy
 FG0418;SPC AR N     -    82,510.      350,900.      MT  (+/- 180 meters Scaled)
 FG0418
 FG0418                          SUPERSEDED SURVEY CONTROL
 FG0418
 FG0418  NGVD 29 (??/??/92)   83.637  (m)          274.40   (f) ADJ UNCH    2 0
 FG0418
 FG0418.Superseded values are not recommended for survey control.
 FG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0418.See file dsdata.txt to determine how the superseded data were derived.
 FG0418
 FG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU420815(NAD 83)
 FG0418_MARKER: DB = BENCH MARK DISK
 FG0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0418_STAMPING: B 100 1935
 FG0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0418+STABILITY: SURFACE MOTION
 FG0418
 FG0418  HISTORY     - Date     Condition        Report By
 FG0418  HISTORY     - 1935     MONUMENTED       CGS
 FG0418  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG0418
 FG0418                          STATION DESCRIPTION
 FG0418
 FG0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0418'6.2 MI W FROM CONWAY.
 FG0418'6.2 MILES WEST ALONG STATE HIGHWAY FROM THE MISSOURI PACIFIC RAILROAD
 FG0418'STATION AT CONWAY, AT THE TOAD SUCK FERRY LANDING, 1500 FEET NORTH OF
 FG0418'A ROCK POINT EXTENDING OUT INTO ARKANSAS RIVER ON THE EAST SIDE, 450
 FG0418'FEET WEST OF THE E.L. KING FARMHOUSE, 48 FEET SOUTH OF THE CENTERLINE
 FG0418'OF THE HIGHWAY, 40 FEET EAST OF THE TOP EDGE OF THE EAST BANK OF THE
 FG0418'RIVER, AND 6 FEET SOUTH OF A 36-INCH SYCAMORE TREE.  A STANDARD DISK,
 FG0418'STAMPED B 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0789 ***********************************************************************
 EJ0789  DESIGNATION -  B 101
 EJ0789  PID         -  EJ0789
 EJ0789  STATE/COUNTY-  AR/PERRY
 EJ0789  USGS QUAD   -  THORNBURG (1984)
 EJ0789
 EJ0789                         *CURRENT SURVEY CONTROL
 EJ0789  ___________________________________________________________________
 EJ0789* NAD 83(1986)-  34 55 15.     (N)    092 50 00.     (W)     SCALED    
 EJ0789* NAVD 88     -       250.772  (meters)     822.74   (feet)  ADJUSTED  
 EJ0789  ___________________________________________________________________
 EJ0789  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 EJ0789  DYNAMIC HT  -         250.525 (meters)     821.93  (feet)  COMP
 EJ0789  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 EJ0789
 EJ0789  VERT ORDER  -  SECOND    CLASS 0
 EJ0789
 EJ0789.The horizontal coordinates were scaled from a topographic map and have
 EJ0789.an estimated accuracy of +/- 6 seconds.
 EJ0789
 EJ0789.The orthometric height was determined by differential leveling
 EJ0789.and adjusted by the National Geodetic Survey in June 1991..
 EJ0789
 EJ0789.The geoid height was determined by GEOID03.
 EJ0789
 EJ0789.The dynamic height is computed by dividing the NAVD 88
 EJ0789.geopotential number by the normal gravity value computed on the
 EJ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0789.degrees latitude (g = 980.6199 gals.).
 EJ0789
 EJ0789.The modeled gravity was interpolated from observed gravity values.
 EJ0789
 EJ0789;                    North         East    Units  Estimated Accuracy
 EJ0789;SPC AR N     -    65,500.      323,850.      MT  (+/- 180 meters Scaled)
 EJ0789
 EJ0789                          SUPERSEDED SURVEY CONTROL
 EJ0789
 EJ0789  NGVD 29 (??/??/92)  250.784  (m)          822.78   (f) ADJ UNCH    2 0
 EJ0789
 EJ0789.Superseded values are not recommended for survey control.
 EJ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0789.See file dsdata.txt to determine how the superseded data were derived.
 EJ0789
 EJ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU152642(NAD 83)
 EJ0789_MARKER: DB = BENCH MARK DISK
 EJ0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0789_SP_SET: MONUMENT
 EJ0789_STAMPING: B-101 1935
 EJ0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0789
 EJ0789  HISTORY     - Date     Condition        Report By
 EJ0789  HISTORY     - 1935     MONUMENTED       CGS
 EJ0789  HISTORY     - 1939     GOOD             NGS
 EJ0789  HISTORY     - 1968     GOOD             USE
 EJ0789
 EJ0789                          STATION DESCRIPTION
 EJ0789
 EJ0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0789'2.4 MI SW FROM THORNBURG.
 EJ0789'0.8 MILE SOUTH AND 1.6 MILES WEST OF-- IN NORTH ONE-HALF OF SECTION 8,
 EJ0789'TOWNSHIP 3 NORTH, RANGE 17 WEST.  TO REACH B-101 FROM THE CHURCH AND
 EJ0789'CEMETERY IN THORNBURG, ARKANSAS, WHICH IS 0.1 MILE WEST OF STATE
 EJ0789'HIGHWAY NO. 9 AND 10, TAKE THE NATIONAL FOREST MAINTAINED ROAD NO. 86
 EJ0789'(LOCALLY KNOWN AS THE HOLLIS-THORNBURG ROAD) IN A SOUTHWESTERLY
 EJ0789'DIRECTION FOR 1.4 MILES TO FORK OFF NATIONAL FOREST MAINTAINED ROADS
 EJ0789'NOS. 86 AND 210-2, THEN LEFT ON ROAD NO. 86 FOR 0.4 MILE TO THE SUMMIT
 EJ0789'OF A SMALL HILL AND THE MARK ON THE RIGHT.  MARK IS LOCATED ON THE
 EJ0789'SUMMIT OF A SMALL HILL, 24 FEET NORTHWEST OF THE CENTERLINE OF ROAD
 EJ0789'NO. 86, 25 FEET SOUTHWEST OF THE CENTERLINE OF A DIM ROAD LEADING
 EJ0789'NORTHWEST, 275 FEET NORTHEAST OF A STONE CULVERT AND 0.3 MILE
 EJ0789'NORTHEAST OF A FARMHOUSE AND BARN.  A USC AND GS CONCRETE MONUMENT
 EJ0789'WITH STANDARD DISK STAMPED B-101 1935, AND PROTRUDING 1 FOOT ABOVE
 EJ0789'GROUND.
 EJ0789
 EJ0789                          STATION RECOVERY (1968)
 EJ0789
 EJ0789'RECOVERY NOTE BY US ENGINEERS 1968
 EJ0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1132 ***********************************************************************
 FG1132  DESIGNATION -  B 102
 FG1132  PID         -  FG1132
 FG1132  STATE/COUNTY-  AR/YELL
 FG1132  USGS QUAD   -  DARDANELLE (1993)
 FG1132
 FG1132                         *CURRENT SURVEY CONTROL
 FG1132  ___________________________________________________________________
 FG1132* NAD 83(1986)-  35 10 48.     (N)    093 08 17.     (W)     SCALED    
 FG1132* NAVD 88     -        99.184  (meters)     325.41   (feet)  ADJUSTED  
 FG1132  ___________________________________________________________________
 FG1132  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1132  DYNAMIC HT  -          99.090 (meters)     325.10  (feet)  COMP
 FG1132  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 FG1132
 FG1132  VERT ORDER  -  SECOND    CLASS 0
 FG1132
 FG1132.The horizontal coordinates were scaled from a topographic map and have
 FG1132.an estimated accuracy of +/- 6 seconds.
 FG1132
 FG1132.The orthometric height was determined by differential leveling
 FG1132.and adjusted by the National Geodetic Survey in June 1991..
 FG1132
 FG1132.The geoid height was determined by GEOID03.
 FG1132
 FG1132.The dynamic height is computed by dividing the NAVD 88
 FG1132.geopotential number by the normal gravity value computed on the
 FG1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1132.degrees latitude (g = 980.6199 gals.).
 FG1132
 FG1132.The modeled gravity was interpolated from observed gravity values.
 FG1132
 FG1132;                    North         East    Units  Estimated Accuracy
 FG1132;SPC AR N     -    94,530.      296,340.      MT  (+/- 180 meters Scaled)
 FG1132
 FG1132                          SUPERSEDED SURVEY CONTROL
 FG1132
 FG1132  NGVD 29 (??/??/92)   99.176  (m)          325.38   (f) ADJ UNCH    2 0
 FG1132
 FG1132.Superseded values are not recommended for survey control.
 FG1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1132.See file dsdata.txt to determine how the superseded data were derived.
 FG1132
 FG1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU874930(NAD 83)
 FG1132_MARKER: DB = BENCH MARK DISK
 FG1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1132_STAMPING: B 102 1935
 FG1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1132+STABILITY: SURFACE MOTION
 FG1132
 FG1132  HISTORY     - Date     Condition        Report By
 FG1132  HISTORY     - 1935     MONUMENTED       CGS
 FG1132  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1132
 FG1132                          STATION DESCRIPTION
 FG1132
 FG1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1132'4.2 MI S FROM DARDANELLE.
 FG1132'4.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE FORT SMITH, SUBIACO AND
 FG1132'ROCK ISLAND RAILROAD STATION AT DARDANELLE, THENCE 1.0 MILE EAST ALONG
 FG1132'RIVER ROAD TO REID FERRY, 70 FEET WEST OF THE CENTERLINE OF A
 FG1132'NORTH-AND-SOUTH DIRT ROAD, 35.4 FEET WEST OF THE SOUTHWEST CORNER OF A
 FG1132'FRAME HOUSE, 22 FEET NORTH OF THE CENTERLINE OF RIVER ROAD, 14.8 FEET
 FG1132'EAST OF A WATER PUMP, AND AT THE INTERSECTION OF CROSS LANES. A
 FG1132'STANDARD DISK, STAMPED B 102 1935 AND SET IN THE TOP OF A CONCRETE
 FG1132'POST.  NOTE-- NOT RECOVERED.  IT IS LOCATED IN A CULTIVATED FIELD AND
 FG1132'PRESUMED TO BE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0833 ***********************************************************************
 EJ0833  DESIGNATION -  B 103
 EJ0833  PID         -  EJ0833
 EJ0833  STATE/COUNTY-  AR/PERRY
 EJ0833  USGS QUAD   -  APLIN (1984)
 EJ0833
 EJ0833                         *CURRENT SURVEY CONTROL
 EJ0833  ___________________________________________________________________
 EJ0833* NAD 83(1986)-  34 53 59.     (N)    092 58 16.     (W)     SCALED    
 EJ0833* NAVD 88     -       309.217  (meters)    1014.49   (feet)  ADJUSTED  
 EJ0833  ___________________________________________________________________
 EJ0833  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EJ0833  DYNAMIC HT  -         308.910 (meters)    1013.48  (feet)  COMP
 EJ0833  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 EJ0833
 EJ0833  VERT ORDER  -  SECOND    CLASS 0
 EJ0833
 EJ0833.The horizontal coordinates were scaled from a topographic map and have
 EJ0833.an estimated accuracy of +/- 6 seconds.
 EJ0833
 EJ0833.The orthometric height was determined by differential leveling
 EJ0833.and adjusted by the National Geodetic Survey in June 1991..
 EJ0833
 EJ0833.The geoid height was determined by GEOID03.
 EJ0833
 EJ0833.The dynamic height is computed by dividing the NAVD 88
 EJ0833.geopotential number by the normal gravity value computed on the
 EJ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0833.degrees latitude (g = 980.6199 gals.).
 EJ0833
 EJ0833.The modeled gravity was interpolated from observed gravity values.
 EJ0833
 EJ0833;                    North         East    Units  Estimated Accuracy
 EJ0833;SPC AR N     -    63,270.      311,240.      MT  (+/- 180 meters Scaled)
 EJ0833
 EJ0833                          SUPERSEDED SURVEY CONTROL
 EJ0833
 EJ0833  NGVD 29 (??/??/92)  309.213  (m)         1014.48   (f) ADJ UNCH    2 0
 EJ0833
 EJ0833.Superseded values are not recommended for survey control.
 EJ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0833.See file dsdata.txt to determine how the superseded data were derived.
 EJ0833
 EJ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU026619(NAD 83)
 EJ0833_MARKER: DB = BENCH MARK DISK
 EJ0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0833_STAMPING: B 103 1935
 EJ0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0833+STABILITY: SURFACE MOTION
 EJ0833
 EJ0833  HISTORY     - Date     Condition        Report By
 EJ0833  HISTORY     - 1935     MONUMENTED       CGS
 EJ0833
 EJ0833                          STATION DESCRIPTION
 EJ0833
 EJ0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0833'7.5 MI SE FROM APLIN.
 EJ0833'7.5 MILES SOUTHEAST ALONG THE ROAD LEADING PAST THE ED DOYLE PLACE
 EJ0833'FROM THE STEEL BRIDGE OVER ROCK CREEK AT APLIN, PERRY COUNTY, 2 MILES
 EJ0833'NORTHWEST OF THE JUNCTION OF THE HOLLIS-THORNBURG ROAD, 200 FEET NORTH
 EJ0833'OF A DIP IN THE ROAD ACROSS A DRAW, 18 FEET EAST OF THE CENTER LINE OF
 EJ0833'THE ROAD, AND 11.1 FEET NORTHEAST OF A 30-INCH BLAZED PINE TREE. A
 EJ0833'STANDARD DISK, STAMPED B 103 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0833'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1053 ***********************************************************************
 EJ1053  DESIGNATION -  B 104
 EJ1053  PID         -  EJ1053
 EJ1053  STATE/COUNTY-  AR/PERRY
 EJ1053  USGS QUAD   -  NIMROD SE (1968)
 EJ1053
 EJ1053                         *CURRENT SURVEY CONTROL
 EJ1053  ___________________________________________________________________
 EJ1053* NAD 83(1986)-  34 49 17.     (N)    093 06 20.     (W)     SCALED    
 EJ1053* NAVD 88     -       205.225  (meters)     673.31   (feet)  ADJUSTED  
 EJ1053  ___________________________________________________________________
 EJ1053  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 EJ1053  DYNAMIC HT  -         205.020 (meters)     672.64  (feet)  COMP
 EJ1053  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 EJ1053
 EJ1053  VERT ORDER  -  SECOND    CLASS 0
 EJ1053
 EJ1053.The horizontal coordinates were scaled from a topographic map and have
 EJ1053.an estimated accuracy of +/- 6 seconds.
 EJ1053
 EJ1053.The orthometric height was determined by differential leveling
 EJ1053.and adjusted by the National Geodetic Survey in June 1991..
 EJ1053
 EJ1053.The geoid height was determined by GEOID03.
 EJ1053
 EJ1053.The dynamic height is computed by dividing the NAVD 88
 EJ1053.geopotential number by the normal gravity value computed on the
 EJ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1053.degrees latitude (g = 980.6199 gals.).
 EJ1053
 EJ1053.The modeled gravity was interpolated from observed gravity values.
 EJ1053
 EJ1053;                    North         East    Units  Estimated Accuracy
 EJ1053;SPC AR N     -    54,710.      298,860.      MT  (+/- 180 meters Scaled)
 EJ1053
 EJ1053                          SUPERSEDED SURVEY CONTROL
 EJ1053
 EJ1053  NGVD 29 (??/??/92)  205.204  (m)          673.24   (f) ADJ UNCH    2 0
 EJ1053
 EJ1053.Superseded values are not recommended for survey control.
 EJ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1053.See file dsdata.txt to determine how the superseded data were derived.
 EJ1053
 EJ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU903532(NAD 83)
 EJ1053_MARKER: DB = BENCH MARK DISK
 EJ1053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1053_SP_SET: BRIDGE
 EJ1053_STAMPING: B-104 1935
 EJ1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1053
 EJ1053  HISTORY     - Date     Condition        Report By
 EJ1053  HISTORY     - 1935     MONUMENTED       CGS
 EJ1053  HISTORY     - 1968     GOOD             USE
 EJ1053
 EJ1053                          STATION DESCRIPTION
 EJ1053
 EJ1053'DESCRIBED BY US ENGINEERS 1968
 EJ1053'3.8 MI SE FROM HOLLIS.
 EJ1053'3.5 MILES SOUTH AND 0.3 MILE EAST OF-- IN THE SOUTHWEST QUARTER OF
 EJ1053'SECTION 14, TOWNSHIP 2 NORTH, RANGE 20 WEST.  TO REACH B-104 FROM THE
 EJ1053'STATE HIGHWAY NO. 7 BRIDGE OVER SOUTH FORK FOURCHE LA FAVE RIVER AT
 EJ1053'HOLLIS, GO SOUTHEAST ALONG STATE HIGHWAY NO. 7 FOR 4.3 MILES TO A
 EJ1053'CONCRETE BRIDGE AND THE MARK OVER SUGAR CREEK, WHICH IS ABOUT 1.1 MILE
 EJ1053'SOUTH OF THE JUNCTION OF STATE HIGHWAY NO. 7 AND A NATIONAL FOREST
 EJ1053'MAINTAINED GRAVEL ROAD WHICH HEADS WESTERLY TO ONYX, YELL COUNTY. MARK
 EJ1053'IS LOCATED IN THE TOP OF THE NORTHEAST CONCRETE WING WALL OF THE SUGAR
 EJ1053'CREEK BRIDGE, 14 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 7,
 EJ1053'60 FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING EAST TO OAK MOUNTAIN
 EJ1053'LOOKOUT TOWER, AND 0.3 FOOT NORTHEAST OF THE NORTHEAST END OF THE
 EJ1053'HANDRAIL.  A USC AND GS STANDARD DISK STAMPED B-104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1022 ***********************************************************************
 EJ1022  DESIGNATION -  B 105
 EJ1022  PID         -  EJ1022
 EJ1022  STATE/COUNTY-  AR/GARLAND
 EJ1022  USGS QUAD   -  HAMILTON (1975)
 EJ1022
 EJ1022                         *CURRENT SURVEY CONTROL
 EJ1022  ___________________________________________________________________
 EJ1022* NAD 83(1986)-  34 38 00.     (N)    093 13 33.     (W)     SCALED    
 EJ1022* NAVD 88     -       155.858  (meters)     511.34   (feet)  ADJUSTED  
 EJ1022  ___________________________________________________________________
 EJ1022  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 EJ1022  DYNAMIC HT  -         155.704 (meters)     510.84  (feet)  COMP
 EJ1022  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 EJ1022
 EJ1022  VERT ORDER  -  SECOND    CLASS 0
 EJ1022
 EJ1022.The horizontal coordinates were scaled from a topographic map and have
 EJ1022.an estimated accuracy of +/- 6 seconds.
 EJ1022
 EJ1022.The orthometric height was determined by differential leveling
 EJ1022.and adjusted by the National Geodetic Survey in June 1991..
 EJ1022
 EJ1022.The geoid height was determined by GEOID03.
 EJ1022
 EJ1022.The dynamic height is computed by dividing the NAVD 88
 EJ1022.geopotential number by the normal gravity value computed on the
 EJ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1022.degrees latitude (g = 980.6199 gals.).
 EJ1022
 EJ1022.The modeled gravity was interpolated from observed gravity values.
 EJ1022
 EJ1022;                    North         East    Units  Estimated Accuracy
 EJ1022;SPC AR S     -   618,810.      287,610.      MT  (+/- 180 meters Scaled)
 EJ1022
 EJ1022                          SUPERSEDED SURVEY CONTROL
 EJ1022
 EJ1022  NGVD 29 (??/??/92)  155.835  (m)          511.27   (f) ADJ UNCH    2 0
 EJ1022
 EJ1022.Superseded values are not recommended for survey control.
 EJ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1022.See file dsdata.txt to determine how the superseded data were derived.
 EJ1022
 EJ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU793324(NAD 83)
 EJ1022_MARKER: DB = BENCH MARK DISK
 EJ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1022_STAMPING: B 105 1935
 EJ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1022+STABILITY: SURFACE MOTION
 EJ1022
 EJ1022  HISTORY     - Date     Condition        Report By
 EJ1022  HISTORY     - 1935     MONUMENTED       CGS
 EJ1022  HISTORY     - 1939     GOOD             NGS
 EJ1022  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1022
 EJ1022                          STATION DESCRIPTION
 EJ1022
 EJ1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1022'3.4 MI E FROM BLAKELY CAMP.
 EJ1022'3.1 MILES EAST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE 1935
 EJ1022'LOCATION OF BLAKELY CAMP, GARLAND COUNTY, 600 FEET EAST OF A CEMETERY,
 EJ1022'150 FEET WEST OF A BARN, 100 FEET SOUTHWEST OF A FORD ACROSS A SMALL
 EJ1022'CREEK, 75 FEET NORTHEAST OF THE WILLIAM ALDRIDGE FARMHOUSE, 75 FEET
 EJ1022'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND 1.6 FEET NORTH OF THE
 EJ1022'GARDEN FENCE.  A STANDARD DISK, STAMPED B 105 1935 AND SET IN THE TOP
 EJ1022'OF A CONCRETE POST.
 EJ1022
 EJ1022                          STATION RECOVERY (1998)
 EJ1022
 EJ1022'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1021 ***********************************************************************
 FG1021  DESIGNATION -  B 106
 FG1021  PID         -  FG1021
 FG1021  STATE/COUNTY-  AR/POPE
 FG1021  USGS QUAD   -  DOVER (1993)
 FG1021
 FG1021                         *CURRENT SURVEY CONTROL
 FG1021  ___________________________________________________________________
 FG1021* NAD 83(1986)-  35 25 20.     (N)    093 03 28.     (W)     SCALED    
 FG1021* NAVD 88     -       174.619  (meters)     572.90   (feet)  ADJUSTED  
 FG1021  ___________________________________________________________________
 FG1021  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FG1021  DYNAMIC HT  -         174.455 (meters)     572.36  (feet)  COMP
 FG1021  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 FG1021
 FG1021  VERT ORDER  -  SECOND    CLASS 0
 FG1021
 FG1021.The horizontal coordinates were scaled from a topographic map and have
 FG1021.an estimated accuracy of +/- 6 seconds.
 FG1021
 FG1021.The orthometric height was determined by differential leveling
 FG1021.and adjusted by the National Geodetic Survey in June 1991..
 FG1021
 FG1021.The geoid height was determined by GEOID03.
 FG1021
 FG1021.The dynamic height is computed by dividing the NAVD 88
 FG1021.geopotential number by the normal gravity value computed on the
 FG1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1021.degrees latitude (g = 980.6199 gals.).
 FG1021
 FG1021.The modeled gravity was interpolated from observed gravity values.
 FG1021
 FG1021;                    North         East    Units  Estimated Accuracy
 FG1021;SPC AR N     -   121,320.      303,940.      MT  (+/- 180 meters Scaled)
 FG1021
 FG1021                          SUPERSEDED SURVEY CONTROL
 FG1021
 FG1021  NGVD 29 (??/??/92)  174.576  (m)          572.75   (f) ADJ UNCH    2 0
 FG1021
 FG1021.Superseded values are not recommended for survey control.
 FG1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1021.See file dsdata.txt to determine how the superseded data were derived.
 FG1021
 FG1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV947198(NAD 83)
 FG1021_MARKER: DB = BENCH MARK DISK
 FG1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1021_STAMPING: B-106 1935
 FG1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1021+STABILITY: SURFACE MOTION
 FG1021
 FG1021  HISTORY     - Date     Condition        Report By
 FG1021  HISTORY     - 1935     MONUMENTED       CGS
 FG1021  HISTORY     - 1989     GOOD             USPSQD
 FG1021
 FG1021                          STATION DESCRIPTION
 FG1021
 FG1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1021'3.8 MI NE FROM DOVER.
 FG1021'3.8 MILES NORTHEAST OF, ALONG ST. HWY. 27, FROM DOVER SCHOOL.  OUTSIDE
 FG1021'OF 1ST CURVE AT BASE OF HILL.  ABOUT .1 MILE EAST OF HIGHWAY BRIDGE
 FG1021'WITH WOOD SIDERAILS.  36 FEET SOUTHWEST OF ROAD FORK.  33 FEET
 FG1021'SOUTHEAST OF CENTERLINE OF ST.HWY.27.  20 FEET WEST OF CENTERLINE OF
 FG1021'DIRT ROAD LEADING SOUTH.  9.7 FEET NORTHWEST OF OAK STUMP 14 FT. HIGH,
 FG1021'1.6 FT. IN DIAMETER AT BASE.  6.6 FEET NORTH OF BLAZED OAK TREE 1.3
 FG1021'FT. IN DIAMETER AT BASE AND PAINTED B.M.  TABLET SET IN PRECAST
 FG1021'CONCRETE POST.
 FG1021
 FG1021                          STATION RECOVERY (1989)
 FG1021
 FG1021'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1022 ***********************************************************************
 FG1022  DESIGNATION -  B 106 RESET
 FG1022  PID         -  FG1022
 FG1022  STATE/COUNTY-  AR/POPE
 FG1022  USGS QUAD   -  DOVER (1993)
 FG1022
 FG1022                         *CURRENT SURVEY CONTROL
 FG1022  ___________________________________________________________________
 FG1022* NAD 83(1986)-  35 25 22.     (N)    093 03 29.     (W)     SCALED    
 FG1022* NAVD 88     -       171.01   (meters)     561.1    (feet)  RESET     
 FG1022  ___________________________________________________________________
 FG1022  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FG1022
 FG1022  VERT ORDER  -  THIRD
 FG1022
 FG1022.The horizontal coordinates were scaled from a topographic map and have
 FG1022.an estimated accuracy of +/- 6 seconds.
 FG1022
 FG1022.The orthometric height was computed from unverified reset data.
 FG1022
 FG1022.The geoid height was determined by GEOID03.
 FG1022
 FG1022;                    North         East    Units  Estimated Accuracy
 FG1022;SPC AR N     -   121,380.      303,920.      MT  (+/- 180 meters Scaled)
 FG1022
 FG1022                          SUPERSEDED SURVEY CONTROL
 FG1022
 FG1022.No superseded survey control is available for this station.
 FG1022
 FG1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV947199(NAD 83)
 FG1022_MARKER: DD = SURVEY DISK
 FG1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1022_STAMPING: B 106 1935 RESET 1961
 FG1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1022+STABILITY: SURFACE MOTION
 FG1022
 FG1022  HISTORY     - Date     Condition        Report By
 FG1022  HISTORY     - 1961     MONUMENTED       USGS
 FG1022  HISTORY     - 1989     GOOD             USPSQD
 FG1022
 FG1022                          STATION DESCRIPTION
 FG1022
 FG1022'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FG1022'3.8 MI NE FROM DOVER.
 FG1022'THIS MARK IS LOCATED 3.8 MILES NORTHEAST OF DOVER ALONG STATE HIGHWAY
 FG1022'27 FROM THE SCHOOL, IN THE S.W. 1/4 OF SEC. 18, T 9 N., R 19 W., 178
 FG1022'FEET NORTH OF A BRIDGE, AT AN ABANDONED ROAD S.W., 50 FEET NORMAL TO
 FG1022'AND ON THE N.W. SIDE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FG1022'POST.
 FG1022
 FG1022                          STATION RECOVERY (1989)
 FG1022
 FG1022'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0797 ***********************************************************************
 FG0797  DESIGNATION -  B 107
 FG0797  PID         -  FG0797
 FG0797  STATE/COUNTY-  AR/NEWTON
 FG0797  USGS QUAD   -  MURRAY (1968)
 FG0797
 FG0797                         *CURRENT SURVEY CONTROL
 FG0797  ___________________________________________________________________
 FG0797* NAD 83(1986)-  35 57 05.     (N)    093 15 55.     (W)     SCALED    
 FG0797* NAVD 88     -       428.134  (meters)    1404.64   (feet)  ADJUSTED  
 FG0797  ___________________________________________________________________
 FG0797  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0797  DYNAMIC HT  -         427.739 (meters)    1403.34  (feet)  COMP
 FG0797  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FG0797
 FG0797  VERT ORDER  -  SECOND    CLASS 0
 FG0797
 FG0797.The horizontal coordinates were scaled from a topographic map and have
 FG0797.an estimated accuracy of +/- 6 seconds.
 FG0797
 FG0797.The orthometric height was determined by differential leveling
 FG0797.and adjusted by the National Geodetic Survey in June 1991..
 FG0797
 FG0797.The geoid height was determined by GEOID03.
 FG0797
 FG0797.The dynamic height is computed by dividing the NAVD 88
 FG0797.geopotential number by the normal gravity value computed on the
 FG0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0797.degrees latitude (g = 980.6199 gals.).
 FG0797
 FG0797.The modeled gravity was interpolated from observed gravity values.
 FG0797
 FG0797;                    North         East    Units  Estimated Accuracy
 FG0797;SPC AR N     -   180,250.      285,860.      MT  (+/- 180 meters Scaled)
 FG0797
 FG0797                          SUPERSEDED SURVEY CONTROL
 FG0797
 FG0797  NGVD 29 (??/??/92)  428.044  (m)         1404.34   (f) ADJ UNCH    2 0
 FG0797
 FG0797.Superseded values are not recommended for survey control.
 FG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0797.See file dsdata.txt to determine how the superseded data were derived.
 FG0797
 FG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV760785(NAD 83)
 FG0797_MARKER: DB = BENCH MARK DISK
 FG0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0797_STAMPING: B 107 1935
 FG0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0797+STABILITY: SURFACE MOTION
 FG0797
 FG0797  HISTORY     - Date     Condition        Report By
 FG0797  HISTORY     - 1935     MONUMENTED       CGS
 FG0797
 FG0797                          STATION DESCRIPTION
 FG0797
 FG0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0797'1.7 MI SW FROM PARTHENON.
 FG0797'1.7 MILES SOUTHWEST ALONG SWAIN ROAD FROM THE POST OFFICE AT
 FG0797'PARTHENON, NEWTON COUNTY, 125 FEET NORTHEAST OF THE VALENTINE
 FG0797'FARMHOUSE, 21 FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET NORTH
 FG0797'OF A SOUTHWEST FENCE CORNER, 6 1/2 FEET SOUTH OF A NORTHEAST FENCE
 FG0797'CORNER, AND 1 1/2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED B
 FG0797'107 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1842 ***********************************************************************
 EH1842  DESIGNATION -  B 108
 EH1842  PID         -  EH1842
 EH1842  STATE/COUNTY-  AR/LONOKE
 EH1842  USGS QUAD   -  LONOKE (1982)
 EH1842
 EH1842                         *CURRENT SURVEY CONTROL
 EH1842  ___________________________________________________________________
 EH1842* NAD 83(1986)-  34 47 45.     (N)    091 53 39.     (W)     SCALED    
 EH1842* NAVD 88     -        68.296  (meters)     224.07   (feet)  ADJUSTED  
 EH1842  ___________________________________________________________________
 EH1842  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH1842  DYNAMIC HT  -          68.232 (meters)     223.86  (feet)  COMP
 EH1842  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 EH1842
 EH1842  VERT ORDER  -  FIRST     CLASS II
 EH1842
 EH1842.The horizontal coordinates were scaled from a topographic map and have
 EH1842.an estimated accuracy of +/- 6 seconds.
 EH1842
 EH1842.The orthometric height was determined by differential leveling
 EH1842.and adjusted by the National Geodetic Survey in June 1991..
 EH1842
 EH1842.The geoid height was determined by GEOID03.
 EH1842
 EH1842.The dynamic height is computed by dividing the NAVD 88
 EH1842.geopotential number by the normal gravity value computed on the
 EH1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1842.degrees latitude (g = 980.6199 gals.).
 EH1842
 EH1842.The modeled gravity was interpolated from observed gravity values.
 EH1842
 EH1842;                    North         East    Units  Estimated Accuracy
 EH1842;SPC AR S     -   636,170.      409,690.      MT  (+/- 180 meters Scaled)
 EH1842
 EH1842                          SUPERSEDED SURVEY CONTROL
 EH1842
 EH1842  NGVD 29 (??/??/??)   68.309  (m)          224.11   (f) ADJUSTED    1 2
 EH1842
 EH1842.Superseded values are not recommended for survey control.
 EH1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1842.See file dsdata.txt to determine how the superseded data were derived.
 EH1842
 EH1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU011509(NAD 83)
 EH1842_MARKER: DB = BENCH MARK DISK
 EH1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1842_STAMPING: B 108 1954
 EH1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1842+STABILITY: SURFACE MOTION
 EH1842
 EH1842  HISTORY     - Date     Condition        Report By
 EH1842  HISTORY     - 1954     MONUMENTED       CGS
 EH1842  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1842
 EH1842                          STATION DESCRIPTION
 EH1842
 EH1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1842'1.2 MI N FROM LONOKE.
 EH1842'1.2 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1842'AND PACIFIC RAILROAD STATION AT LONOKE, 87 FEET SOUTHWEST OF THE WEST
 EH1842'CORNER OF A WOODEN BRIDGE, 69 FEET NORTHWEST OF THE CENTER LINE OF THE
 EH1842'HIGHWAY, 2.2 FEET SOUTHEAST OF A FENCE, 2.4 FEET NORTHEAST OF A
 EH1842'WITNESS POST, 5 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 EH1842'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 EH1842
 EH1842                          STATION RECOVERY (1976)
 EH1842
 EH1842'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2206 ***********************************************************************
 EH2206  DESIGNATION -  B 109
 EH2206  PID         -  EH2206
 EH2206  STATE/COUNTY-  AR/PRAIRIE
 EH2206  USGS QUAD   -  HAZEN (1994)
 EH2206
 EH2206                         *CURRENT SURVEY CONTROL
 EH2206  ___________________________________________________________________
 EH2206* NAD 83(1986)-  34 46 49.     (N)    091 34 48.     (W)     SCALED    
 EH2206* NAVD 88     -        70.621  (meters)     231.70   (feet)  ADJUSTED  
 EH2206  ___________________________________________________________________
 EH2206  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2206  DYNAMIC HT  -          70.554 (meters)     231.48  (feet)  COMP
 EH2206  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 EH2206
 EH2206  VERT ORDER  -  FIRST     CLASS II
 EH2206
 EH2206.The horizontal coordinates were scaled from a topographic map and have
 EH2206.an estimated accuracy of +/- 6 seconds.
 EH2206
 EH2206.The orthometric height was determined by differential leveling
 EH2206.and adjusted by the National Geodetic Survey in June 1991..
 EH2206
 EH2206.The geoid height was determined by GEOID03.
 EH2206
 EH2206.The dynamic height is computed by dividing the NAVD 88
 EH2206.geopotential number by the normal gravity value computed on the
 EH2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2206.degrees latitude (g = 980.6199 gals.).
 EH2206
 EH2206.The modeled gravity was interpolated from observed gravity values.
 EH2206
 EH2206;                    North         East    Units  Estimated Accuracy
 EH2206;SPC AR S     -   634,510.      438,440.      MT  (+/- 180 meters Scaled)
 EH2206
 EH2206                          SUPERSEDED SURVEY CONTROL
 EH2206
 EH2206  NGVD 29 (??/??/??)   70.629  (m)          231.72   (f) ADJUSTED    1 2
 EH2206
 EH2206.Superseded values are not recommended for survey control.
 EH2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2206.See file dsdata.txt to determine how the superseded data were derived.
 EH2206
 EH2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU299495(NAD 83)
 EH2206_MARKER: DB = BENCH MARK DISK
 EH2206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2206_SP_SET: FOUNDATION
 EH2206_STAMPING: B 109 1954
 EH2206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2206
 EH2206  HISTORY     - Date     Condition        Report By
 EH2206  HISTORY     - 1954     MONUMENTED       CGS
 EH2206  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH2206
 EH2206                          STATION DESCRIPTION
 EH2206
 EH2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2206'IN HAZEN.
 EH2206'AT HAZEN, 200 FEET EAST OF THE CENTER LINE OF HAZEN AVENUE, 180 FEET
 EH2206'WEST OF THE CENTER LINE OF LIVERMORE STREET, 0.4 FOOT ABOVE THE
 EH2206'GROUND, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE FOUNDATION OF
 EH2206'THE NORTHEAST LEG OF THE CITY WATER TOWER.
 EH2206
 EH2206                          STATION RECOVERY (1963)
 EH2206
 EH2206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH2206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0618 ***********************************************************************
 EJ0618  DESIGNATION -  B 11
 EJ0618  PID         -  EJ0618
 EJ0618  STATE/COUNTY-  AR/JEFFERSON
 EJ0618  USGS QUAD   -  PINE BLUFF (1984)
 EJ0618
 EJ0618                         *CURRENT SURVEY CONTROL
 EJ0618  ___________________________________________________________________
 EJ0618* NAD 83(1986)-  34 13 42.     (N)    092 00 23.     (W)     SCALED    
 EJ0618* NAVD 88     -        67.137  (meters)     220.27   (feet)  ADJUSTED  
 EJ0618  ___________________________________________________________________
 EJ0618  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0618  DYNAMIC HT  -          67.072 (meters)     220.05  (feet)  COMP
 EJ0618  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EJ0618
 EJ0618  VERT ORDER  -  SECOND    CLASS 0
 EJ0618
 EJ0618.The horizontal coordinates were scaled from a topographic map and have
 EJ0618.an estimated accuracy of +/- 6 seconds.
 EJ0618
 EJ0618.The orthometric height was determined by differential leveling
 EJ0618.and adjusted by the National Geodetic Survey in June 1991..
 EJ0618
 EJ0618.The geoid height was determined by GEOID03.
 EJ0618
 EJ0618.The dynamic height is computed by dividing the NAVD 88
 EJ0618.geopotential number by the normal gravity value computed on the
 EJ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0618.degrees latitude (g = 980.6199 gals.).
 EJ0618
 EJ0618.The modeled gravity was interpolated from observed gravity values.
 EJ0618
 EJ0618;                    North         East    Units  Estimated Accuracy
 EJ0618;SPC AR S     -   573,210.      399,410.      MT  (+/- 180 meters Scaled)
 EJ0618
 EJ0618                          SUPERSEDED SURVEY CONTROL
 EJ0618
 EJ0618  NGVD 29 (??/??/92)   67.23   (m)          220.6    (f) COMPUTED    2 0
 EJ0618
 EJ0618.Superseded values are not recommended for survey control.
 EJ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0618.See file dsdata.txt to determine how the superseded data were derived.
 EJ0618
 EJ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT915879(NAD 83)
 EJ0618_MARKER: Z = SEE DESCRIPTION
 EJ0618_SETTING: 0 = UNSPECIFIED SETTING
 EJ0618_STAMPING: B-11 1932
 EJ0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0618
 EJ0618  HISTORY     - Date     Condition        Report By
 EJ0618  HISTORY     - 1932     MONUMENTED       CGS
 EJ0618  HISTORY     - 1935     GOOD             NGS
 EJ0618  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 EJ0618
 EJ0618                          STATION DESCRIPTION
 EJ0618
 EJ0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0618'IN PINE BLUFF.
 EJ0618'AT PINE BLUFF, AT THE SMALL LAWN SOUTH OF THE POST OFFICE, 9.6 FEET
 EJ0618'SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING.  6 FEET SOUTH OF THE
 EJ0618'INSIDE EDGE OF THE SIDEWALK ON WEST SECOND STREET AND 17 FEET EAST OF
 EJ0618'THE INSIDE EDGE OF THE SIDEWALK TO THE WEST.
 EJ0618
 EJ0618                          STATION RECOVERY (1954)
 EJ0618
 EJ0618'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 EJ0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1541 ***********************************************************************
 FF1541  DESIGNATION -  B 11
 FF1541  PID         -  FF1541
 FF1541  STATE/COUNTY-  AR/CLEBURNE
 FF1541  USGS QUAD   -  GREERS FERRY DAM (1973)
 FF1541
 FF1541                         *CURRENT SURVEY CONTROL
 FF1541  ___________________________________________________________________
 FF1541* NAD 83(1986)-  35 35 12.     (N)    091 55 44.     (W)     SCALED    
 FF1541* NAVD 88     -       301.571  (meters)     989.40   (feet)  ADJUSTED  
 FF1541  ___________________________________________________________________
 FF1541  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1541  DYNAMIC HT  -         301.297 (meters)     988.51  (feet)  COMP
 FF1541  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 FF1541
 FF1541  VERT ORDER  -  SECOND    CLASS 0
 FF1541
 FF1541.The horizontal coordinates were scaled from a topographic map and have
 FF1541.an estimated accuracy of +/- 6 seconds.
 FF1541
 FF1541.The orthometric height was determined by differential leveling
 FF1541.and adjusted by the National Geodetic Survey in June 1991..
 FF1541
 FF1541.The geoid height was determined by GEOID03.
 FF1541
 FF1541.The dynamic height is computed by dividing the NAVD 88
 FF1541.geopotential number by the normal gravity value computed on the
 FF1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1541.degrees latitude (g = 980.6199 gals.).
 FF1541
 FF1541.The modeled gravity was interpolated from observed gravity values.
 FF1541
 FF1541;                    North         East    Units  Estimated Accuracy
 FF1541;SPC AR N     -   139,050.      406,450.      MT  (+/- 180 meters Scaled)
 FF1541
 FF1541                          SUPERSEDED SURVEY CONTROL
 FF1541
 FF1541  NGVD 29 (??/??/??)  301.495  (m)          989.15   (f) ADJUSTED    2 0
 FF1541
 FF1541.Superseded values are not recommended for survey control.
 FF1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1541.See file dsdata.txt to determine how the superseded data were derived.
 FF1541
 FF1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV970386(NAD 83)
 FF1541_MARKER: DD = SURVEY DISK
 FF1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1541_STAMPING: B 11 1934
 FF1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1541+STABILITY: SURFACE MOTION
 FF1541
 FF1541  HISTORY     - Date     Condition        Report By
 FF1541  HISTORY     - 1934     MONUMENTED       ARGS
 FF1541  HISTORY     - 1934     GOOD             CGS
 FF1541  HISTORY     - 1973     MARK NOT FOUND   NGS
 FF1541
 FF1541                          STATION DESCRIPTION
 FF1541
 FF1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1541'3.7 MI SE FROM DRASCO.
 FF1541'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1541'AT DRASCO, AT THE JUNCTION WITH A COUNTY ROAD LEADING NORTHEAST,
 FF1541'90 FEET NORTH OF THE DRIVEWAY LEADING TO THE K.G. BYRD FARMHOUSE,
 FF1541'105 FEET SOUTH OF A CONCRETE HEADWALL EAST OF THE HIGHWAY, 20.5
 FF1541'FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, AND 26 FEET EAST
 FF1541'OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 FF1541'STAMPED B 11 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1541
 FF1541                          STATION RECOVERY (1973)
 FF1541
 FF1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FF1541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2010 ***********************************************************************
 EH2010  DESIGNATION -  B 110
 EH2010  PID         -  EH2010
 EH2010  STATE/COUNTY-  AR/PRAIRIE
 EH2010  USGS QUAD   -  DES ARC WEST (1994)
 EH2010
 EH2010                         *CURRENT SURVEY CONTROL
 EH2010  ___________________________________________________________________
 EH2010* NAD 83(1986)-  34 54 17.     (N)    091 33 53.     (W)     SCALED    
 EH2010* NAVD 88     -        64.702  (meters)     212.28   (feet)  ADJUSTED  
 EH2010  ___________________________________________________________________
 EH2010  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH2010  DYNAMIC HT  -          64.641 (meters)     212.08  (feet)  COMP
 EH2010  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 EH2010
 EH2010  VERT ORDER  -  FIRST     CLASS II
 EH2010
 EH2010.The horizontal coordinates were scaled from a topographic map and have
 EH2010.an estimated accuracy of +/- 6 seconds.
 EH2010
 EH2010.The orthometric height was determined by differential leveling
 EH2010.and adjusted by the National Geodetic Survey in June 1991..
 EH2010
 EH2010.The geoid height was determined by GEOID03.
 EH2010
 EH2010.The dynamic height is computed by dividing the NAVD 88
 EH2010.geopotential number by the normal gravity value computed on the
 EH2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2010.degrees latitude (g = 980.6199 gals.).
 EH2010
 EH2010.The modeled gravity was interpolated from observed gravity values.
 EH2010
 EH2010;                    North         East    Units  Estimated Accuracy
 EH2010;SPC AR S     -   648,320.      439,780.      MT  (+/- 180 meters Scaled)
 EH2010
 EH2010                          SUPERSEDED SURVEY CONTROL
 EH2010
 EH2010  NGVD 29 (??/??/??)   64.704  (m)          212.28   (f) ADJUSTED    1 2
 EH2010
 EH2010.Superseded values are not recommended for survey control.
 EH2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2010.See file dsdata.txt to determine how the superseded data were derived.
 EH2010
 EH2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311634(NAD 83)
 EH2010_MARKER: DB = BENCH MARK DISK
 EH2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2010_STAMPING: B 110 1954
 EH2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2010+STABILITY: SURFACE MOTION
 EH2010
 EH2010  HISTORY     - Date     Condition        Report By
 EH2010  HISTORY     - 1954     MONUMENTED       CGS
 EH2010  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH2010
 EH2010                          STATION DESCRIPTION
 EH2010
 EH2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2010'9.1 MI SW FROM DES ARC.
 EH2010'3.9 MILES WEST ALONG STATE HIGHWAY 11 AND 38 FROM THE POST OFFICE AT
 EH2010'DES ARC, THENCE 5.2 MILES SOUTH ALONG STATE HIGHWAY 11, ACROSS THE
 EH2010'HIGHWAY FROM A WHITE FARMHOUSE, 71 FEET SOUTH OF THE CENTER LINE OF A
 EH2010'DIRT ROAD LEADING EAST, 54 FEET EAST OF THE CENTER LINE OF THE
 EH2010'HIGHWAY, 52 FEET SOUTHEAST OF A POWER POLE, 2.6 FEET WEST OF A FENCE,
 EH2010'3.6 FEET SOUTH OF A WTNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH2010'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH2010
 EH2010                          STATION RECOVERY (2003)
 EH2010
 EH2010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1895 ***********************************************************************
 EH1895  DESIGNATION -  B 111
 EH1895  PID         -  EH1895
 EH1895  STATE/COUNTY-  AR/PRAIRIE
 EH1895  USGS QUAD   -  WATTENSAW (1982)
 EH1895
 EH1895                         *CURRENT SURVEY CONTROL
 EH1895  ___________________________________________________________________
 EH1895* NAD 83(1986)-  34 58 45.     (N)    091 47 13.     (W)     SCALED    
 EH1895* NAVD 88     -        78.445  (meters)     257.37   (feet)  ADJUSTED  
 EH1895  ___________________________________________________________________
 EH1895  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EH1895  DYNAMIC HT  -          78.372 (meters)     257.13  (feet)  COMP
 EH1895  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 EH1895
 EH1895  VERT ORDER  -  FIRST     CLASS II
 EH1895
 EH1895.The horizontal coordinates were scaled from a topographic map and have
 EH1895.an estimated accuracy of +/- 6 seconds.
 EH1895
 EH1895.The orthometric height was determined by differential leveling
 EH1895.and adjusted by the National Geodetic Survey in June 1991..
 EH1895
 EH1895.The geoid height was determined by GEOID03.
 EH1895
 EH1895.The dynamic height is computed by dividing the NAVD 88
 EH1895.geopotential number by the normal gravity value computed on the
 EH1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1895.degrees latitude (g = 980.6199 gals.).
 EH1895
 EH1895.The modeled gravity was interpolated from observed gravity values.
 EH1895
 EH1895;                    North         East    Units  Estimated Accuracy
 EH1895;SPC AR S     -   656,520.      419,460.      MT  (+/- 180 meters Scaled)
 EH1895
 EH1895                          SUPERSEDED SURVEY CONTROL
 EH1895
 EH1895  NGVD 29 (??/??/??)   78.447  (m)          257.37   (f) ADJUSTED    1 2
 EH1895
 EH1895.Superseded values are not recommended for survey control.
 EH1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1895.See file dsdata.txt to determine how the superseded data were derived.
 EH1895
 EH1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU107714(NAD 83)
 EH1895_MARKER: DB = BENCH MARK DISK
 EH1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1895_STAMPING: B 111 1955
 EH1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1895+STABILITY: SURFACE MOTION
 EH1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1895+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH1895
 EH1895  HISTORY     - Date     Condition        Report By
 EH1895  HISTORY     - 1955     MONUMENTED       CGS
 EH1895  HISTORY     - 19980801 MARK NOT FOUND   NRCS
 EH1895  HISTORY     - 20030610 GOOD             USACE
 EH1895
 EH1895                          STATION DESCRIPTION
 EH1895
 EH1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1895'3.15 MI W FROM HICKORY PLAINS.
 EH1895'3.15 MILES WEST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH STATE
 EH1895'HIGHWAY 13 AT HICKORY PLAINS, 154 FEET NORTHEAST OF THE NORTHEAST
 EH1895'CORNER OF A WHITE FARMHOUSE, 49 FEET EAST OF A POWER POLE, 51 FEET
 EH1895'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST OF A 12 INCH OAK
 EH1895'TREE, 15 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 21 FEET
 EH1895'SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A BOARD FENCE, SET IN THE
 EH1895'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EH1895
 EH1895                          STATION RECOVERY (1998)
 EH1895
 EH1895'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH1895'NOT FOUND.
 EH1895
 EH1895                          STATION RECOVERY (2003)
 EH1895
 EH1895'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1595 ***********************************************************************
 EH1595  DESIGNATION -  B 112
 EH1595  PID         -  EH1595
 EH1595  STATE/COUNTY-  AR/LINCOLN
 EH1595  USGS QUAD   -  CADES (1975)
 EH1595
 EH1595                         *CURRENT SURVEY CONTROL
 EH1595  ___________________________________________________________________
 EH1595* NAD 83(1986)-  34 03 14.     (N)    091 35 47.     (W)     SCALED    
 EH1595* NAVD 88     -        51.822  (meters)     170.02   (feet)  ADJUSTED  
 EH1595  ___________________________________________________________________
 EH1595  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1595  DYNAMIC HT  -          51.771 (meters)     169.85  (feet)  COMP
 EH1595  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 EH1595
 EH1595  VERT ORDER  -  FIRST     CLASS II
 EH1595
 EH1595.The horizontal coordinates were scaled from a topographic map and have
 EH1595.an estimated accuracy of +/- 6 seconds.
 EH1595
 EH1595.The orthometric height was determined by differential leveling
 EH1595.and adjusted by the National Geodetic Survey in August 1993..
 EH1595
 EH1595.The geoid height was determined by GEOID03.
 EH1595
 EH1595.The dynamic height is computed by dividing the NAVD 88
 EH1595.geopotential number by the normal gravity value computed on the
 EH1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1595.degrees latitude (g = 980.6199 gals.).
 EH1595
 EH1595.The modeled gravity was interpolated from observed gravity values.
 EH1595
 EH1595;                    North         East    Units  Estimated Accuracy
 EH1595;SPC AR S     -   553,930.      437,260.      MT  (+/- 180 meters Scaled)
 EH1595
 EH1595                          SUPERSEDED SURVEY CONTROL
 EH1595
 EH1595  NAVD 88 (06/15/91)   51.830  (m)          170.05   (f) UNKNOWN     1 2
 EH1595  NGVD 29 (??/??/??)   51.898  (m)          170.27   (f) ADJUSTED    1 2
 EH1595
 EH1595.Superseded values are not recommended for survey control.
 EH1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1595.See file dsdata.txt to determine how the superseded data were derived.
 EH1595
 EH1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT295690(NAD 83)
 EH1595_MARKER: DB = BENCH MARK DISK
 EH1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1595_STAMPING: B 112 1954
 EH1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1595+STABILITY: SURFACE MOTION
 EH1595
 EH1595  HISTORY     - Date     Condition        Report By
 EH1595  HISTORY     - 1954     MONUMENTED       CGS
 EH1595  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1595  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1595
 EH1595                          STATION DESCRIPTION
 EH1595
 EH1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1595'1.9 MI NE FROM VARNER.
 EH1595'1.9 MILES NORTHEAST ALONG THE ARKANSAS STATE PRISON FARM ROAD FROM THE
 EH1595'MISSOURI PACIFIC RAILROAD STATION SIGN AT VARNER, 83 FEET EAST OF THE
 EH1595'SOUTHEAST CORNER OF A BRIDGE, 48 FEET SOUTHEAST OF THE CENTER LINE OF
 EH1595'THE ROAD, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH1595'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1595
 EH1595                          STATION RECOVERY (1964)
 EH1595
 EH1595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1595'MARK NOT FOUND.
 EH1595
 EH1595                          STATION RECOVERY (1984)
 EH1595
 EH1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1650 ***********************************************************************
 EH1650  DESIGNATION -  B 113
 EH1650  PID         -  EH1650
 EH1650  STATE/COUNTY-  AR/ARKANSAS
 EH1650  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1650
 EH1650                         *CURRENT SURVEY CONTROL
 EH1650  ___________________________________________________________________
 EH1650* NAD 83(1986)-  34 23 27.     (N)    091 32 32.     (W)     SCALED    
 EH1650* NAVD 88     -        59.492  (meters)     195.18   (feet)  ADJUSTED  
 EH1650  ___________________________________________________________________
 EH1650  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EH1650  DYNAMIC HT  -          59.435 (meters)     195.00  (feet)  COMP
 EH1650  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 EH1650
 EH1650  VERT ORDER  -  FIRST     CLASS II
 EH1650
 EH1650.The horizontal coordinates were scaled from a topographic map and have
 EH1650.an estimated accuracy of +/- 6 seconds.
 EH1650
 EH1650.The orthometric height was determined by differential leveling
 EH1650.and adjusted by the National Geodetic Survey in August 1993..
 EH1650
 EH1650.The geoid height was determined by GEOID03.
 EH1650
 EH1650.The dynamic height is computed by dividing the NAVD 88
 EH1650.geopotential number by the normal gravity value computed on the
 EH1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1650.degrees latitude (g = 980.6199 gals.).
 EH1650
 EH1650.The modeled gravity was interpolated from observed gravity values.
 EH1650
 EH1650;                    North         East    Units  Estimated Accuracy
 EH1650;SPC AR S     -   591,330.      442,090.      MT  (+/- 180 meters Scaled)
 EH1650
 EH1650                          SUPERSEDED SURVEY CONTROL
 EH1650
 EH1650  NAVD 88 (06/15/91)   59.534  (m)          195.32   (f) UNKNOWN     1 2
 EH1650  NGVD 29 (??/??/??)   59.545  (m)          195.36   (f) ADJUSTED    1 2
 EH1650
 EH1650.Superseded values are not recommended for survey control.
 EH1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1650.See file dsdata.txt to determine how the superseded data were derived.
 EH1650
 EH1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU340064(NAD 83)
 EH1650_MARKER: DB = BENCH MARK DISK
 EH1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1650_STAMPING: B 113 1954
 EH1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1650+STABILITY: SURFACE MOTION
 EH1650
 EH1650  HISTORY     - Date     Condition        Report By
 EH1650  HISTORY     - 1954     MONUMENTED       CGS
 EH1650  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 EH1650
 EH1650                          STATION DESCRIPTION
 EH1650
 EH1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1650'6.8 MI N FROM LODGES CORNER.
 EH1650'6.8 MILES NORTH ALONG STATE HIGHWY 11 FROM THE POST OFFICE AT LODGES
 EH1650'CORNER, 47 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH
 EH1650'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 16 FEET EAST OF THE SOUTH
 EH1650'END OF A 24 INCH PIPE CULVERT, 6 FEET SOUTHWEST OF A POWER POLE, 6
 EH1650'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH1650'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1650
 EH1650                          STATION RECOVERY (1981)
 EH1650
 EH1650'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH1650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2362 ***********************************************************************
 EH2362  DESIGNATION -  B 114
 EH2362  PID         -  EH2362
 EH2362  STATE/COUNTY-  AR/PRAIRIE
 EH2362  USGS QUAD   -  SLOVAK (1994)
 EH2362
 EH2362                         *CURRENT SURVEY CONTROL
 EH2362  ___________________________________________________________________
 EH2362* NAD 83(1986)-  34 38 26.     (N)    091 33 15.     (W)     SCALED    
 EH2362* NAVD 88     -        66.391  (meters)     217.82   (feet)  ADJUSTED  
 EH2362  ___________________________________________________________________
 EH2362  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH2362  DYNAMIC HT  -          66.328 (meters)     217.61  (feet)  COMP
 EH2362  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 EH2362
 EH2362  VERT ORDER  -  FIRST     CLASS II
 EH2362
 EH2362.The horizontal coordinates were scaled from a topographic map and have
 EH2362.an estimated accuracy of +/- 6 seconds.
 EH2362
 EH2362.The orthometric height was determined by differential leveling
 EH2362.and adjusted by the National Geodetic Survey in June 1991..
 EH2362
 EH2362.The geoid height was determined by GEOID03.
 EH2362
 EH2362.The dynamic height is computed by dividing the NAVD 88
 EH2362.geopotential number by the normal gravity value computed on the
 EH2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2362.degrees latitude (g = 980.6199 gals.).
 EH2362
 EH2362.The modeled gravity was interpolated from observed gravity values.
 EH2362
 EH2362;                    North         East    Units  Estimated Accuracy
 EH2362;SPC AR S     -   619,020.      440,880.      MT  (+/- 180 meters Scaled)
 EH2362
 EH2362                          SUPERSEDED SURVEY CONTROL
 EH2362
 EH2362  NGVD 29 (??/??/??)   66.414  (m)          217.89   (f) ADJUSTED    1 2
 EH2362
 EH2362.Superseded values are not recommended for survey control.
 EH2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2362.See file dsdata.txt to determine how the superseded data were derived.
 EH2362
 EH2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU325341(NAD 83)
 EH2362_MARKER: DB = BENCH MARK DISK
 EH2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2362_STAMPING: B 114 1954
 EH2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2362+STABILITY: SURFACE MOTION
 EH2362
 EH2362  HISTORY     - Date     Condition        Report By
 EH2362  HISTORY     - 1954     MONUMENTED       CGS
 EH2362  HISTORY     - 20030612 POOR             USACE
 EH2362
 EH2362                          STATION DESCRIPTION
 EH2362
 EH2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2362'1.5 MI SE FROM SLOVAC.
 EH2362'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL
 EH2362'AT SLOVAC, AT A JUNCTION WITH STATE HIGHWAY 11, 78 FEET EAST OF THE
 EH2362'CENTER LINE OF STATE HIGHWAY 11, 26 FEET NORTH OF THE CENTER LINE OF
 EH2362'STATE HIGHWAY 86, 1.5 FEET SOUTH OF A FENCE CORNER, 16 FEET EAST OF A
 EH2362'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 EH2362'ABOVE THE GROUND.
 EH2362
 EH2362                          STATION RECOVERY (2003)
 EH2362
 EH2362'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2362'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1414 ***********************************************************************
 EH1414  DESIGNATION -  B 115
 EH1414  PID         -  EH1414
 EH1414  STATE/COUNTY-  AR/ARKANSAS
 EH1414  USGS QUAD   -  ALMYRA (1968)
 EH1414
 EH1414                         *CURRENT SURVEY CONTROL
 EH1414  ___________________________________________________________________
 EH1414* NAD 83(1986)-  34 26 46.     (N)    091 24 58.     (W)     SCALED    
 EH1414* NAVD 88     -        61.337  (meters)     201.24   (feet)  ADJUSTED  
 EH1414  ___________________________________________________________________
 EH1414  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH1414  DYNAMIC HT  -          61.278 (meters)     201.04  (feet)  COMP
 EH1414  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 EH1414
 EH1414  VERT ORDER  -  FIRST     CLASS II
 EH1414
 EH1414.The horizontal coordinates were scaled from a topographic map and have
 EH1414.an estimated accuracy of +/- 6 seconds.
 EH1414
 EH1414.The orthometric height was determined by differential leveling
 EH1414.and adjusted by the National Geodetic Survey in August 1993..
 EH1414
 EH1414.The geoid height was determined by GEOID03.
 EH1414
 EH1414.The dynamic height is computed by dividing the NAVD 88
 EH1414.geopotential number by the normal gravity value computed on the
 EH1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1414.degrees latitude (g = 980.6199 gals.).
 EH1414
 EH1414.The modeled gravity was interpolated from observed gravity values.
 EH1414
 EH1414;                    North         East    Units  Estimated Accuracy
 EH1414;SPC AR S     -   597,520.      453,660.      MT  (+/- 180 meters Scaled)
 EH1414
 EH1414                          SUPERSEDED SURVEY CONTROL
 EH1414
 EH1414  NAVD 88 (06/15/91)   61.386  (m)          201.40   (f) UNKNOWN     1 2
 EH1414  NGVD 29 (??/??/??)   61.391  (m)          201.41   (f) ADJUSTED    1 2
 EH1414
 EH1414.Superseded values are not recommended for survey control.
 EH1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1414.See file dsdata.txt to determine how the superseded data were derived.
 EH1414
 EH1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU455127(NAD 83)
 EH1414_MARKER: DB = BENCH MARK DISK
 EH1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1414_STAMPING: B 115 1954
 EH1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1414+STABILITY: SURFACE MOTION
 EH1414
 EH1414  HISTORY     - Date     Condition        Report By
 EH1414  HISTORY     - 1954     MONUMENTED       CGS
 EH1414  HISTORY     - 20030415 POOR             USACE
 EH1414
 EH1414                          STATION DESCRIPTION
 EH1414
 EH1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1414'3.1 MI N FROM ALMYRA.
 EH1414'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1414'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 30, 46 FEET EAST OF THE
 EH1414'CENTER LINE OF THE HIGHWAY, 28 FEET SOUTH OF THE CENTER LINE OF AN
 EH1414'EAST AND WEST ROAD, 18 FEET EAST OF A POWER POLE, 2 FEET WEST OF A
 EH1414'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 EH1414'FOOT ABOVE THE GROUND.
 EH1414
 EH1414                          STATION RECOVERY (2003)
 EH1414
 EH1414'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1414'CONCRETE SLAB FOUND, BUT DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1372 ***********************************************************************
 EH1372  DESIGNATION -  B 116
 EH1372  PID         -  EH1372
 EH1372  STATE/COUNTY-  AR/ARKANSAS
 EH1372  USGS QUAD   -  DE WITT SW (1968)
 EH1372
 EH1372                         *CURRENT SURVEY CONTROL
 EH1372  ___________________________________________________________________
 EH1372* NAD 83(1986)-  34 17 52.     (N)    091 26 06.     (W)     SCALED    
 EH1372* NAVD 88     -        55.886  (meters)     183.35   (feet)  ADJUSTED  
 EH1372  ___________________________________________________________________
 EH1372  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EH1372  DYNAMIC HT  -          55.832 (meters)     183.18  (feet)  COMP
 EH1372  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EH1372
 EH1372  VERT ORDER  -  FIRST     CLASS II
 EH1372
 EH1372.The horizontal coordinates were scaled from a topographic map and have
 EH1372.an estimated accuracy of +/- 6 seconds.
 EH1372
 EH1372.The orthometric height was determined by differential leveling
 EH1372.and adjusted by the National Geodetic Survey in August 1993..
 EH1372
 EH1372.The geoid height was determined by GEOID03.
 EH1372
 EH1372.The dynamic height is computed by dividing the NAVD 88
 EH1372.geopotential number by the normal gravity value computed on the
 EH1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1372.degrees latitude (g = 980.6199 gals.).
 EH1372
 EH1372.The modeled gravity was interpolated from observed gravity values.
 EH1372
 EH1372;                    North         East    Units  Estimated Accuracy
 EH1372;SPC AR S     -   581,060.      452,010.      MT  (+/- 180 meters Scaled)
 EH1372
 EH1372                          SUPERSEDED SURVEY CONTROL
 EH1372
 EH1372  NAVD 88 (06/15/91)   55.948  (m)          183.56   (f) UNKNOWN     1 2
 EH1372  NGVD 29 (??/??/??)   55.960  (m)          183.60   (f) ADJUSTED    1 2
 EH1372
 EH1372.Superseded values are not recommended for survey control.
 EH1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1372.See file dsdata.txt to determine how the superseded data were derived.
 EH1372
 EH1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT440962(NAD 83)
 EH1372_MARKER: DB = BENCH MARK DISK
 EH1372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1372_SP_SET: ABUTMENT
 EH1372_STAMPING: B 116 1954
 EH1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1372+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 EH1372
 EH1372  HISTORY     - Date     Condition        Report By
 EH1372  HISTORY     - 1954     MONUMENTED       CGS
 EH1372  HISTORY     - 20030521 GOOD             USACE
 EH1372
 EH1372                          STATION DESCRIPTION
 EH1372
 EH1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1372'5.9 MI W FROM DEWITT.
 EH1372'5.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE COURTHOUSE AT DEWITT,
 EH1372'17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 EH1372'NORTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER MILL BAYOU.
 EH1372
 EH1372                          STATION RECOVERY (2003)
 EH1372
 EH1372'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1324 ***********************************************************************
 EH1324  DESIGNATION -  B 117
 EH1324  PID         -  EH1324
 EH1324  STATE/COUNTY-  AR/ARKANSAS
 EH1324  USGS QUAD   -  TICHNOR (1972)
 EH1324
 EH1324                         *CURRENT SURVEY CONTROL
 EH1324  ___________________________________________________________________
 EH1324* NAD 83(1986)-  34 10 40.     (N)    091 21 47.     (W)     SCALED    
 EH1324* NAVD 88     -        57.119  (meters)     187.40   (feet)  ADJUSTED  
 EH1324  ___________________________________________________________________
 EH1324  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EH1324  DYNAMIC HT  -          57.063 (meters)     187.21  (feet)  COMP
 EH1324  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 EH1324
 EH1324  VERT ORDER  -  FIRST     CLASS II
 EH1324
 EH1324.The horizontal coordinates were scaled from a topographic map and have
 EH1324.an estimated accuracy of +/- 6 seconds.
 EH1324
 EH1324.The orthometric height was determined by differential leveling
 EH1324.and adjusted by the National Geodetic Survey in August 1993..
 EH1324.WARNING-Repeat measurements at this control monument indicate possible
 EH1324.vertical movement.
 EH1324
 EH1324.The geoid height was determined by GEOID03.
 EH1324
 EH1324.The dynamic height is computed by dividing the NAVD 88
 EH1324.geopotential number by the normal gravity value computed on the
 EH1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1324.degrees latitude (g = 980.6199 gals.).
 EH1324
 EH1324.The modeled gravity was interpolated from observed gravity values.
 EH1324
 EH1324;                    North         East    Units  Estimated Accuracy
 EH1324;SPC AR S     -   567,780.      458,720.      MT  (+/- 180 meters Scaled)
 EH1324
 EH1324                          SUPERSEDED SURVEY CONTROL
 EH1324
 EH1324  NAVD 88 (06/15/91)   57.092  (m)          187.31   (f) UNKNOWN     1 2
 EH1324  NGVD 29 (??/??/??)   57.159  (m)          187.53   (f) ADJUSTED    1 2
 EH1324
 EH1324.Superseded values are not recommended for survey control.
 EH1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1324.See file dsdata.txt to determine how the superseded data were derived.
 EH1324
 EH1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT508830(NAD 83)
 EH1324_MARKER: DB = BENCH MARK DISK
 EH1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1324_STAMPING: B 117 1955
 EH1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1324+STABILITY: SURFACE MOTION
 EH1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1324+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 EH1324
 EH1324  HISTORY     - Date     Condition        Report By
 EH1324  HISTORY     - 1955     MONUMENTED       CGS
 EH1324  HISTORY     - 1976     GOOD             NGS
 EH1324  HISTORY     - 20030416 GOOD             USACE
 EH1324
 EH1324                          STATION DESCRIPTION
 EH1324
 EH1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1324'4.1 MI N FROM GILLETT.
 EH1324'4.1 MILES NORTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1324'STATION AT GILLETT, 12 POLES NORTH OF MILEPOST 264, AT A ROAD
 EH1324'CROSSING, 39 FEET EAST OF THE EAST RAIL, 22 FEET SOUTH OF THE CENTER
 EH1324'LINE OF A ROAD, 3 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A
 EH1324'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 EH1324'FOOT ABOVE THE GROUND.
 EH1324
 EH1324                          STATION RECOVERY (1976)
 EH1324
 EH1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1324'RECOVERED IN GOOD CONDITION.
 EH1324
 EH1324                          STATION RECOVERY (2003)
 EH1324
 EH1324'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0863 ***********************************************************************
 DK0863  DESIGNATION -  B 118
 DK0863  PID         -  DK0863
 DK0863  STATE/COUNTY-  AR/DESHA
 DK0863  USGS QUAD   -  DUMAS (1969)
 DK0863
 DK0863                         *CURRENT SURVEY CONTROL
 DK0863  ___________________________________________________________________
 DK0863* NAD 83(1986)-  33 55 37.     (N)    091 22 47.     (W)     SCALED    
 DK0863* NAVD 88     -        48.139  (meters)     157.94   (feet)  ADJUSTED  
 DK0863  ___________________________________________________________________
 DK0863  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK0863  DYNAMIC HT  -          48.092 (meters)     157.78  (feet)  COMP
 DK0863  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 DK0863
 DK0863  VERT ORDER  -  FIRST     CLASS II
 DK0863
 DK0863.The horizontal coordinates were scaled from a topographic map and have
 DK0863.an estimated accuracy of +/- 6 seconds.
 DK0863
 DK0863.The orthometric height was determined by differential leveling
 DK0863.and adjusted by the National Geodetic Survey in June 1991..
 DK0863.WARNING-Repeat measurements at this control monument indicate possible
 DK0863.vertical movement.
 DK0863
 DK0863.The geoid height was determined by GEOID03.
 DK0863
 DK0863.The dynamic height is computed by dividing the NAVD 88
 DK0863.geopotential number by the normal gravity value computed on the
 DK0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0863.degrees latitude (g = 980.6199 gals.).
 DK0863
 DK0863.The modeled gravity was interpolated from observed gravity values.
 DK0863
 DK0863;                    North         East    Units  Estimated Accuracy
 DK0863;SPC AR S     -   539,950.      457,350.      MT  (+/- 180 meters Scaled)
 DK0863
 DK0863                          SUPERSEDED SURVEY CONTROL
 DK0863
 DK0863  NGVD 29 (??/??/??)   48.201  (m)          158.14   (f) ADJUSTED    1 2
 DK0863
 DK0863.Superseded values are not recommended for survey control.
 DK0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0863.See file dsdata.txt to determine how the superseded data were derived.
 DK0863
 DK0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT497552(NAD 83)
 DK0863_MARKER: DB = BENCH MARK DISK
 DK0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0863_STAMPING: B 118 1955
 DK0863_MARK LOGO: CGS   
 DK0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0863+STABILITY: SURFACE MOTION
 DK0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0863+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 DK0863
 DK0863  HISTORY     - Date     Condition        Report By
 DK0863  HISTORY     - 1955     MONUMENTED       CGS
 DK0863  HISTORY     - 1976     GOOD             NGS
 DK0863  HISTORY     - 1984     GOOD             NGS
 DK0863  HISTORY     - 1989     GOOD             USPSQD
 DK0863  HISTORY     - 1990     GOOD             USPSQD
 DK0863  HISTORY     - 20040112 GOOD             USACE
 DK0863  HISTORY     - 20040414 GOOD             ARHD
 DK0863
 DK0863                          STATION DESCRIPTION
 DK0863
 DK0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0863'8.2 MI W FROM WATSON.
 DK0863'8.2 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 DK0863'RAILROAD STATION AT WATSON, 0.8 MILE EAST OF A JUNCTION WITH STATE
 DK0863'HIGHWAY 54, 91 FEET EAST OF THE EAST CORNER OF THE DANIELS CHAPEL
 DK0863'BAPTIST CHURCH, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8
 DK0863'FEET SOUTHEAST OF A POWER POLE, 2 FEET NORTHWEST OF A WITNESS POST,
 DK0863'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 DK0863'GROUND.
 DK0863
 DK0863                          STATION RECOVERY (1976)
 DK0863
 DK0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0863'RECOVERED IN GOOD CONDITION.
 DK0863
 DK0863                          STATION RECOVERY (1984)
 DK0863
 DK0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0863'RECOVERED IN GOOD CONDITION.
 DK0863
 DK0863                          STATION RECOVERY (1989)
 DK0863
 DK0863'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK0863'RECOVERED IN GOOD CONDITION.
 DK0863
 DK0863                          STATION RECOVERY (1990)
 DK0863
 DK0863'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK0863'RECOVERED IN GOOD CONDITION.
 DK0863
 DK0863                          STATION RECOVERY (2004)
 DK0863
 DK0863'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0863'RECOVERED IN GOOD CONDITION.
 DK0863
 DK0863                          STATION RECOVERY (2004)
 DK0863
 DK0863'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 DK0863'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0761 ***********************************************************************
 DL0761  DESIGNATION -  B 119
 DL0761  PID         -  DL0761
 DL0761  STATE/COUNTY-  AR/LAFAYETTE
 DL0761  USGS QUAD   -  LEWISVILLE (1978)
 DL0761
 DL0761                         *CURRENT SURVEY CONTROL
 DL0761  ___________________________________________________________________
 DL0761* NAD 83(1986)-  33 21 18.     (N)    093 34 45.     (W)     SCALED    
 DL0761* NAVD 88     -        81.506  (meters)     267.41   (feet)  ADJUSTED  
 DL0761  ___________________________________________________________________
 DL0761  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL0761  DYNAMIC HT  -          81.419 (meters)     267.12  (feet)  COMP
 DL0761  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DL0761
 DL0761  VERT ORDER  -  FIRST     CLASS II
 DL0761
 DL0761.The horizontal coordinates were scaled from a topographic map and have
 DL0761.an estimated accuracy of +/- 6 seconds.
 DL0761
 DL0761.The orthometric height was determined by differential leveling
 DL0761.and adjusted by the National Geodetic Survey in June 1991..
 DL0761.WARNING-Repeat measurements at this control monument indicate possible
 DL0761.vertical movement.
 DL0761
 DL0761.The geoid height was determined by GEOID03.
 DL0761
 DL0761.The dynamic height is computed by dividing the NAVD 88
 DL0761.geopotential number by the normal gravity value computed on the
 DL0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0761.degrees latitude (g = 980.6199 gals.).
 DL0761
 DL0761.The modeled gravity was interpolated from observed gravity values.
 DL0761
 DL0761;                    North         East    Units  Estimated Accuracy
 DL0761;SPC AR S     -   477,480.      253,020.      MT  (+/- 180 meters Scaled)
 DL0761
 DL0761                          SUPERSEDED SURVEY CONTROL
 DL0761
 DL0761  NGVD 29 (??/??/92)   81.547  (m)          267.54   (f) ADJ UNCH    1 2
 DL0761
 DL0761.Superseded values are not recommended for survey control.
 DL0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0761.See file dsdata.txt to determine how the superseded data were derived.
 DL0761
 DL0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS461907(NAD 83)
 DL0761_MARKER: DB = BENCH MARK DISK
 DL0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0761_SP_SET: BUILDING
 DL0761_STAMPING: B 119 1934 267.581
 DL0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0761
 DL0761  HISTORY     - Date     Condition        Report By
 DL0761  HISTORY     - 1934     MONUMENTED       CGS
 DL0761  HISTORY     - 1960     GOOD             NGS
 DL0761  HISTORY     - 1963     GOOD             NGS
 DL0761
 DL0761                          STATION DESCRIPTION
 DL0761
 DL0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0761'IN LEWISVILLE.
 DL0761'AT LEWISVILLE, AT THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, IN
 DL0761'SECTION 15, T 16 S, R 24 W, 50 FEET NORTH OF THE NORTH RAIL OF THE
 DL0761'MAIN TRACK, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE FOUNDATION
 DL0761'AND 1.6 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, ABOUT 1
 DL0761'INCH ABOVE THE GROUND.
 DL0761
 DL0761                          STATION RECOVERY (1963)
 DL0761
 DL0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0353 ***********************************************************************
 DL0353  DESIGNATION -  B 12
 DL0353  PID         -  DL0353
 DL0353  STATE/COUNTY-  AR/OUACHITA
 DL0353  USGS QUAD   -  EAGLE MILLS (1985)
 DL0353
 DL0353                         *CURRENT SURVEY CONTROL
 DL0353  ___________________________________________________________________
 DL0353* NAD 83(1986)-  33 40 54.     (N)    092 42 33.     (W)     SCALED    
 DL0353* NAVD 88     -        42.997  (meters)     141.07   (feet)  ADJUSTED  
 DL0353  ___________________________________________________________________
 DL0353  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL0353  DYNAMIC HT  -          42.953 (meters)     140.92  (feet)  COMP
 DL0353  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 DL0353
 DL0353  VERT ORDER  -  SECOND    CLASS 0
 DL0353
 DL0353.The horizontal coordinates were scaled from a topographic map and have
 DL0353.an estimated accuracy of +/- 6 seconds.
 DL0353
 DL0353.The orthometric height was determined by differential leveling
 DL0353.and adjusted by the National Geodetic Survey in June 1991..
 DL0353
 DL0353.The geoid height was determined by GEOID03.
 DL0353
 DL0353.The dynamic height is computed by dividing the NAVD 88
 DL0353.geopotential number by the normal gravity value computed on the
 DL0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0353.degrees latitude (g = 980.6199 gals.).
 DL0353
 DL0353.The modeled gravity was interpolated from observed gravity values.
 DL0353
 DL0353;                    North         East    Units  Estimated Accuracy
 DL0353;SPC AR S     -   512,800.      334,250.      MT  (+/- 180 meters Scaled)
 DL0353
 DL0353                          SUPERSEDED SURVEY CONTROL
 DL0353
 DL0353  NGVD 29 (??/??/92)   43.037  (m)          141.20   (f) ADJ UNCH    2 0
 DL0353
 DL0353.Superseded values are not recommended for survey control.
 DL0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0353.See file dsdata.txt to determine how the superseded data were derived.
 DL0353
 DL0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT269268(NAD 83)
 DL0353_MARKER: DB = BENCH MARK DISK
 DL0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0353+STABILITY: SURFACE MOTION
 DL0353
 DL0353  HISTORY     - Date     Condition        Report By
 DL0353  HISTORY     - UNK      MONUMENTED       CGS
 DL0353  HISTORY     - 1932     GOOD             NGS
 DL0353  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 DL0353
 DL0353                          STATION DESCRIPTION
 DL0353
 DL0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0353'IN EAGLE MILLS.
 DL0353'LOCATED ON THE RIGHT OF WAY OF THE ST. LOUIS AND SOUTHWESTERN R.R.
 DL0353'ABOUT 50 YARDS S.W. OF THE STATION, 53 FEET S.E. OF THE CENTER OF THE
 DL0353'TRACK AT THE S.W. SWITCH POINT, 6 FEET N.E. OF MILE POLE 327-15 AND 37
 DL0353'FEET N.E. OF THE CENTER-LINE OF A GRADE CROSSING.
 DL0353
 DL0353                          STATION RECOVERY (1954)
 DL0353
 DL0353'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 DL0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1539 ***********************************************************************
 FF1539  DESIGNATION -  B 12
 FF1539  PID         -  FF1539
 FF1539  STATE/COUNTY-  AR/CLEBURNE
 FF1539  USGS QUAD   -  GREERS FERRY DAM (1973)
 FF1539
 FF1539                         *CURRENT SURVEY CONTROL
 FF1539  ___________________________________________________________________
 FF1539* NAD 83(1986)-  35 33 53.     (N)    091 56 06.     (W)     SCALED    
 FF1539* NAVD 88     -       270.983  (meters)     889.05   (feet)  ADJUSTED  
 FF1539  ___________________________________________________________________
 FF1539  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1539  DYNAMIC HT  -         270.737 (meters)     888.24  (feet)  COMP
 FF1539  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 FF1539
 FF1539  VERT ORDER  -  SECOND    CLASS 0
 FF1539
 FF1539.The horizontal coordinates were scaled from a topographic map and have
 FF1539.an estimated accuracy of +/- 6 seconds.
 FF1539
 FF1539.The orthometric height was determined by differential leveling
 FF1539.and adjusted by the National Geodetic Survey in June 1991..
 FF1539
 FF1539.The geoid height was determined by GEOID03.
 FF1539
 FF1539.The dynamic height is computed by dividing the NAVD 88
 FF1539.geopotential number by the normal gravity value computed on the
 FF1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1539.degrees latitude (g = 980.6199 gals.).
 FF1539
 FF1539.The modeled gravity was interpolated from observed gravity values.
 FF1539
 FF1539;                    North         East    Units  Estimated Accuracy
 FF1539;SPC AR N     -   136,610.      405,890.      MT  (+/- 180 meters Scaled)
 FF1539
 FF1539                          SUPERSEDED SURVEY CONTROL
 FF1539
 FF1539  NGVD 29 (??/??/??)  270.909  (m)          888.81   (f) ADJUSTED    2 0
 FF1539
 FF1539.Superseded values are not recommended for survey control.
 FF1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1539.See file dsdata.txt to determine how the superseded data were derived.
 FF1539
 FF1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV965361(NAD 83)
 FF1539_MARKER: DB = BENCH MARK DISK
 FF1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1539_STAMPING: B 12 1934
 FF1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1539+STABILITY: SURFACE MOTION
 FF1539
 FF1539  HISTORY     - Date     Condition        Report By
 FF1539  HISTORY     - 1934     MONUMENTED       ARGS
 FF1539  HISTORY     - 1973     MARK NOT FOUND   NGS
 FF1539
 FF1539                          STATION DESCRIPTION
 FF1539
 FF1539'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 FF1539'10.1 MI NE FROM HEBER SPRINGS.
 FF1539'10.1 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COUNTY
 FF1539'COURTHOUSE AT HEBER SPRINGS, AT IDA, 59.4 FEET EAST OF THE
 FF1539'SOUTHEAST CORNER OF THE PORCH OF THE M.L. BYRN RESIDENCE, AT A
 FF1539'PIPE CULVERT, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FF1539'10 FEET WEST OF THE WEST HEADWALL, MARKED U.S.C. AND G.S. P.B.M.
 FF1539'NUMBER 12.  A STATE SURVEY STANDARD DISK, STAMPED B 12 1934 AND
 FF1539'SET IN THE TOP OF A CONCRETE POST.
 FF1539
 FF1539                          STATION RECOVERY (1973)
 FF1539
 FF1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FF1539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0527 ***********************************************************************
 DL0527  DESIGNATION -  B 120
 DL0527  PID         -  DL0527
 DL0527  STATE/COUNTY-  AR/COLUMBIA
 DL0527  USGS QUAD   -  MAGNOLIA NW (1976)
 DL0527
 DL0527                         *CURRENT SURVEY CONTROL
 DL0527  ___________________________________________________________________
 DL0527* NAD 83(1986)-  33 22 53.     (N)    093 08 09.     (W)     SCALED    
 DL0527* NAVD 88     -        65.830  (meters)     215.98   (feet)  ADJUSTED  
 DL0527  ___________________________________________________________________
 DL0527  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0527  DYNAMIC HT  -          65.760 (meters)     215.75  (feet)  COMP
 DL0527  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 DL0527
 DL0527  VERT ORDER  -  FIRST     CLASS II
 DL0527
 DL0527.The horizontal coordinates were scaled from a topographic map and have
 DL0527.an estimated accuracy of +/- 6 seconds.
 DL0527
 DL0527.The orthometric height was determined by differential leveling
 DL0527.and adjusted by the National Geodetic Survey in June 1991..
 DL0527.WARNING-Repeat measurements at this control monument indicate possible
 DL0527.vertical movement.
 DL0527
 DL0527.The geoid height was determined by GEOID03.
 DL0527
 DL0527.The dynamic height is computed by dividing the NAVD 88
 DL0527.geopotential number by the normal gravity value computed on the
 DL0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0527.degrees latitude (g = 980.6199 gals.).
 DL0527
 DL0527.The modeled gravity was interpolated from observed gravity values.
 DL0527
 DL0527;                    North         East    Units  Estimated Accuracy
 DL0527;SPC AR S     -   479,860.      294,320.      MT  (+/- 180 meters Scaled)
 DL0527
 DL0527                          SUPERSEDED SURVEY CONTROL
 DL0527
 DL0527  NGVD 29 (??/??/92)   65.857  (m)          216.07   (f) ADJ UNCH    1 2
 DL0527
 DL0527.Superseded values are not recommended for survey control.
 DL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0527.See file dsdata.txt to determine how the superseded data were derived.
 DL0527
 DL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS873935(NAD 83)
 DL0527_MARKER: DB = BENCH MARK DISK
 DL0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0527_STAMPING: B 120 1934
 DL0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0527+STABILITY: SURFACE MOTION
 DL0527
 DL0527  HISTORY     - Date     Condition        Report By
 DL0527  HISTORY     - 1934     MONUMENTED       CGS
 DL0527  HISTORY     - 1960     GOOD             NGS
 DL0527  HISTORY     - 1963     GOOD             NGS
 DL0527
 DL0527                          STATION DESCRIPTION
 DL0527
 DL0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0527'4.9 MI SW FROM STEPHENS.
 DL0527'ABOUT 4.9 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0527'FROM THE STATION AT STEPHENS, IN THE SOUTHWEST 1/4 OF SECTION 36, T 15
 DL0527'S, R 20 W, 5 POLES OR 0.15 MILE NORTHEAST OF MILEPOST 363, 5 RAILS
 DL0527'SOUTHWEST OF SEMAPHORE 362.8, 51 FEET NORTHWEST OF THE NORTHWEST RAIL,
 DL0527'70 FEET NORTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 43 FEET
 DL0527'NORTHEAST OF THE CENTER OF A GATE, 70 FEET SOUTHEAST OF THE SOUTH
 DL0527'CORNER OF A FRAME HOUSE, 107 FEET SOUTHEAST OF A TRANSFORMER POLE, 3
 DL0527'FEET NORTHWEST OF A FENCE, 3.5 FEET NORTHWEST OF A METAL WITNESS POST,
 DL0527'ABOUT 6 1/2 FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 DL0527'PROJECTING 7 INCHES.
 DL0527
 DL0527                          STATION RECOVERY (1963)
 DL0527
 DL0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0674 ***********************************************************************
 DL0674  DESIGNATION -  B 121
 DL0674  PID         -  DL0674
 DL0674  STATE/COUNTY-  AR/COLUMBIA
 DL0674  USGS QUAD   -  MAGNOLIA (1968)
 DL0674
 DL0674                         *CURRENT SURVEY CONTROL
 DL0674  ___________________________________________________________________
 DL0674* NAD 83(1997)-  33 15 59.03929(N)    093 10 22.12861(W)     ADJUSTED  
 DL0674* NAVD 88     -       114.615  (meters)     376.03   (feet)  ADJUSTED  
 DL0674  ___________________________________________________________________
 DL0674  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 DL0674  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DL0674  DYNAMIC HT  -         114.492 (meters)     375.63  (feet)  COMP
 DL0674  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 DL0674
 DL0674  HORZ ORDER  -  SECOND
 DL0674  VERT ORDER  -  SECOND    CLASS 0
 DL0674
 DL0674.The horizontal coordinates were established by classical geodetic methods
 DL0674.and adjusted by the National Geodetic Survey in September 1999..
 DL0674
 DL0674.The orthometric height was determined by differential leveling
 DL0674.and adjusted by the National Geodetic Survey in June 1991..
 DL0674
 DL0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0674
 DL0674.The geoid height was determined by GEOID03.
 DL0674
 DL0674.The dynamic height is computed by dividing the NAVD 88
 DL0674.geopotential number by the normal gravity value computed on the
 DL0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0674.degrees latitude (g = 980.6199 gals.).
 DL0674
 DL0674.The modeled gravity was interpolated from observed gravity values.
 DL0674
 DL0674;                    North         East     Units Scale Factor Converg.
 DL0674;SPC AR S     -   467,144.993   290,728.931   MT  1.00000762   -0 39 23.1
 DL0674;SPC AR S     - 1,532,624.86    953,833.17   sFT  1.00000762   -0 39 23.1
 DL0674;UTM  15      - 3,680,833.998   483,905.162   MT  0.99960319   -0 05 41.3
 DL0674
 DL0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0674!SPC AR S     -   0.99998615  x   1.00000762  =   0.99999377
 DL0674!UTM  15      -   0.99998615  x   0.99960319  =   0.99958934
 DL0674
 DL0674                          SUPERSEDED SURVEY CONTROL
 DL0674
 DL0674  NAD 83(1997)-  33 15 59.04821(N)    093 10 22.11968(W) AD(       ) 2
 DL0674  NAD 83(1986)-  33 15 59.05066(N)    093 10 22.11866(W) AD(       ) 2
 DL0674  NAD 27      -  33 15 58.58900(N)    093 10 21.52300(W) AD(       ) 2
 DL0674  NGVD 29 (??/??/92)  114.655  (m)          376.16   (f) ADJ UNCH    2 0
 DL0674
 DL0674.Superseded values are not recommended for survey control.
 DL0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0674.See file dsdata.txt to determine how the superseded data were derived.
 DL0674
 DL0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8390580834(NAD 83)
 DL0674_MARKER: DB = BENCH MARK DISK
 DL0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0674_STAMPING: B 121 1934
 DL0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0674+STABILITY: SURFACE MOTION
 DL0674
 DL0674  HISTORY     - Date     Condition        Report By
 DL0674  HISTORY     - 1950     MONUMENTED       CGS
 DL0674  HISTORY     - 1964     GOOD             NGS
 DL0674  HISTORY     - 1965     POOR             USGS
 DL0674
 DL0674                          STATION DESCRIPTION
 DL0674
 DL0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DL0674'SEE STATION BURTON.
 DL0674
 DL0674                          STATION RECOVERY (1964)
 DL0674
 DL0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0674'4 MI E FROM MAGNOLIA.
 DL0674'THIS MARK RECOVERED IN SOUTHEAST CORNER OF FARMYARD AND WEST ACROSS A
 DL0674'NARROW ROAD FROM AN OLD ABANDONED SERVICE STATION.  THIS BENCH MARK
 DL0674'WAS USED FOR A REFERENCE MARK FOR TRIANGULATION STATION BURTON.  THE
 DL0674'MARK IS LOCATED AT THE SE CORNER OF SEC. 9, T. 17 S., R. 20 W. REACHED
 DL0674'FROM MAGNOLIA BY GOING EAST ON U.S. HIGHWAY 82 FOR 1.4 MILES TO A
 DL0674'SURFACED ROAD LEFT, TURN LEFT AND CONTINUE EASTERLY ON SURFACED ROAD
 DL0674'(OLD U.S. 82) FOR 2.6 MILES TO MARK ON THE LEFT.
 DL0674
 DL0674                          STATION RECOVERY (1965)
 DL0674
 DL0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0674'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0284 ***********************************************************************
 DL0284  DESIGNATION -  B 122
 DL0284  PID         -  DL0284
 DL0284  STATE/COUNTY-  AR/UNION
 DL0284  USGS QUAD   -  EL DORADO WEST (1981)
 DL0284
 DL0284                         *CURRENT SURVEY CONTROL
 DL0284  ___________________________________________________________________
 DL0284* NAD 83(1986)-  33 09 51.     (N)    092 39 28.     (W)     SCALED    
 DL0284* NAVD 88     -        52.456  (meters)     172.10   (feet)  ADJUSTED  
 DL0284  ___________________________________________________________________
 DL0284  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0284  DYNAMIC HT  -          52.400 (meters)     171.92  (feet)  COMP
 DL0284  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 DL0284
 DL0284  VERT ORDER  -  SECOND    CLASS 0
 DL0284
 DL0284.The horizontal coordinates were scaled from a topographic map and have
 DL0284.an estimated accuracy of +/- 6 seconds.
 DL0284
 DL0284.The orthometric height was determined by differential leveling
 DL0284.and adjusted by the National Geodetic Survey in June 1991..
 DL0284
 DL0284.The geoid height was determined by GEOID03.
 DL0284
 DL0284.The dynamic height is computed by dividing the NAVD 88
 DL0284.geopotential number by the normal gravity value computed on the
 DL0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0284.degrees latitude (g = 980.6199 gals.).
 DL0284
 DL0284.The modeled gravity was interpolated from observed gravity values.
 DL0284
 DL0284;                    North         East    Units  Estimated Accuracy
 DL0284;SPC AR S     -   455,380.      338,640.      MT  (+/- 180 meters Scaled)
 DL0284
 DL0284                          SUPERSEDED SURVEY CONTROL
 DL0284
 DL0284  NGVD 29 (??/??/92)   52.526  (m)          172.33   (f) ADJ UNCH    2 0
 DL0284
 DL0284.Superseded values are not recommended for survey control.
 DL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0284.See file dsdata.txt to determine how the superseded data were derived.
 DL0284
 DL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS319695(NAD 83)
 DL0284_MARKER: DB = BENCH MARK DISK
 DL0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0284_STAMPING: B 122 1934
 DL0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0284+STABILITY: SURFACE MOTION
 DL0284
 DL0284  HISTORY     - Date     Condition        Report By
 DL0284  HISTORY     - 1934     MONUMENTED       CGS
 DL0284  HISTORY     - 1964     GOOD             NGS
 DL0284
 DL0284                          STATION DESCRIPTION
 DL0284
 DL0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0284'4.2 MI S FROM EL DORADO.
 DL0284'4.2 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 DL0284'FROM EL DORADO, UNION COUNTY, ABOUT 67 YARDS SOUTHWEST OF BRIDGE
 DL0284'103.6, AT A ROAD CROSSING, ABOUT 100 FEET NORTH OF THE CENTER LINE OF
 DL0284'THE ROAD, 51 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 4 FEET
 DL0284'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 122 1934
 DL0284'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0117 ***********************************************************************
 GG0117  DESIGNATION -  B 124
 GG0117  PID         -  GG0117
 GG0117  STATE/COUNTY-  AR/BENTON
 GG0117  USGS QUAD   -  GRAVETTE (1981)
 GG0117
 GG0117                         *CURRENT SURVEY CONTROL
 GG0117  ___________________________________________________________________
 GG0117* NAD 83(1986)-  36 27 57.     (N)    094 28 00.     (W)     SCALED    
 GG0117* NAVD 88     -       291.613  (meters)     956.73   (feet)  ADJUSTED  
 GG0117  ___________________________________________________________________
 GG0117  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GG0117  DYNAMIC HT  -         291.369 (meters)     955.93  (feet)  COMP
 GG0117  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GG0117
 GG0117  VERT ORDER  -  SECOND    CLASS 0
 GG0117
 GG0117.The horizontal coordinates were scaled from a topographic map and have
 GG0117.an estimated accuracy of +/- 6 seconds.
 GG0117
 GG0117.The orthometric height was determined by differential leveling
 GG0117.and adjusted by the National Geodetic Survey in June 1991..
 GG0117
 GG0117.The geoid height was determined by GEOID03.
 GG0117
 GG0117.The dynamic height is computed by dividing the NAVD 88
 GG0117.geopotential number by the normal gravity value computed on the
 GG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0117.degrees latitude (g = 980.6199 gals.).
 GG0117
 GG0117.The modeled gravity was interpolated from observed gravity values.
 GG0117
 GG0117;                    North         East    Units  Estimated Accuracy
 GG0117;SPC AR N     -   239,370.      178,920.      MT  (+/- 180 meters Scaled)
 GG0117
 GG0117                          SUPERSEDED SURVEY CONTROL
 GG0117
 GG0117  NGVD 29 (??/??/92)  291.497  (m)          956.35   (f) ADJ UNCH    2 0
 GG0117
 GG0117.Superseded values are not recommended for survey control.
 GG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0117.See file dsdata.txt to determine how the superseded data were derived.
 GG0117
 GG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA685366(NAD 83)
 GG0117_MARKER: DB = BENCH MARK DISK
 GG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0117_STAMPING: B 124 1935
 GG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0117+STABILITY: SURFACE MOTION
 GG0117
 GG0117  HISTORY     - Date     Condition        Report By
 GG0117  HISTORY     - 1935     MONUMENTED       CGS
 GG0117  HISTORY     - 1961     GOOD             NGS
 GG0117
 GG0117                          STATION DESCRIPTION
 GG0117
 GG0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0117'3.2 MI N FROM GRAVETTE.
 GG0117'3.2 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 GG0117'GRAVETTE, 0.5 MILE SOUTH OF MILEPOST 206, 300 YARDS SOUTH OF A
 GG0117'BRICK KILN, 40 FEET WEST OF THE TRACK, AND IN A FENCE CORNER.
 GG0117'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 3 FEET NORTHEAST OF
 GG0117'A SQUARE CORNER POST.  THE MARK IS ABOUT 1.2 MILES SOUTH OF THE
 GG0117'STATION AT SULPHUR SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0765 ***********************************************************************
 FG0765  DESIGNATION -  B 126
 FG0765  PID         -  FG0765
 FG0765  STATE/COUNTY-  AR/POPE
 FG0765  USGS QUAD   -  DOVER (1993)
 FG0765
 FG0765                         *CURRENT SURVEY CONTROL
 FG0765  ___________________________________________________________________
 FG0765* NAD 83(1986)-  35 29 27.     (N)    093 00 23.     (W)     SCALED    
 FG0765* NAVD 88     -       182.729  (meters)     599.50   (feet)  ADJUSTED  
 FG0765  ___________________________________________________________________
 FG0765  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FG0765  DYNAMIC HT  -         182.559 (meters)     598.95  (feet)  COMP
 FG0765  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FG0765
 FG0765  VERT ORDER  -  SECOND    CLASS 0
 FG0765
 FG0765.The horizontal coordinates were scaled from a topographic map and have
 FG0765.an estimated accuracy of +/- 6 seconds.
 FG0765
 FG0765.The orthometric height was determined by differential leveling
 FG0765.and adjusted by the National Geodetic Survey in June 1991..
 FG0765
 FG0765.The geoid height was determined by GEOID03.
 FG0765
 FG0765.The dynamic height is computed by dividing the NAVD 88
 FG0765.geopotential number by the normal gravity value computed on the
 FG0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0765.degrees latitude (g = 980.6199 gals.).
 FG0765
 FG0765.The modeled gravity was interpolated from observed gravity values.
 FG0765
 FG0765;                    North         East    Units  Estimated Accuracy
 FG0765;SPC AR N     -   128,880.      308,690.      MT  (+/- 180 meters Scaled)
 FG0765
 FG0765                          SUPERSEDED SURVEY CONTROL
 FG0765
 FG0765  NGVD 29 (??/??/92)  182.691  (m)          599.38   (f) ADJ UNCH    2 0
 FG0765
 FG0765.Superseded values are not recommended for survey control.
 FG0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0765.See file dsdata.txt to determine how the superseded data were derived.
 FG0765
 FG0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV994274(NAD 83)
 FG0765_MARKER: DB = BENCH MARK DISK
 FG0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0765_STAMPING: B 126 1935
 FG0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0765+STABILITY: SURFACE MOTION
 FG0765
 FG0765  HISTORY     - Date     Condition        Report By
 FG0765  HISTORY     - 1935     MONUMENTED       CGS
 FG0765
 FG0765                          STATION DESCRIPTION
 FG0765
 FG0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0765'3.4 MI NW FROM HECTOR.
 FG0765'3.4 MILES NORTHWEST ALONG THE TAG ROAD FROM THE FOREST SERVICE OFFICE
 FG0765'BUILDING AT HECTOR, POPE COUNTY, 43 FEET WEST OF THE STONE CHIMNEY AT
 FG0765'THE NORTH END OF J. L. LANGFORD FARMHOUSE, 40 FEET EAST OF THE
 FG0765'CENTERLINE OF THE ROAD, 5 FEET EAST OF A SOUTHWEST FENCE CORNER, AND 1
 FG0765'1/2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED B 126 1935 AND
 FG0765'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1060 ***********************************************************************
 FG1060  DESIGNATION -  B 127
 FG1060  PID         -  FG1060
 FG1060  STATE/COUNTY-  AR/POPE
 FG1060  USGS QUAD   -  DELAWARE (1993)
 FG1060
 FG1060                         *CURRENT SURVEY CONTROL
 FG1060  ___________________________________________________________________
 FG1060* NAD 83(1986)-  35 22 29.     (N)    093 15 23.     (W)     SCALED    
 FG1060* NAVD 88     -       209.410  (meters)     687.04   (feet)  ADJUSTED  
 FG1060  ___________________________________________________________________
 FG1060  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FG1060  DYNAMIC HT  -         209.211 (meters)     686.39  (feet)  COMP
 FG1060  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 FG1060
 FG1060  VERT ORDER  -  SECOND    CLASS 0
 FG1060
 FG1060.The horizontal coordinates were scaled from a topographic map and have
 FG1060.an estimated accuracy of +/- 6 seconds.
 FG1060
 FG1060.The orthometric height was determined by differential leveling
 FG1060.and adjusted by the National Geodetic Survey in June 1991..
 FG1060
 FG1060.The geoid height was determined by GEOID03.
 FG1060
 FG1060.The dynamic height is computed by dividing the NAVD 88
 FG1060.geopotential number by the normal gravity value computed on the
 FG1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1060.degrees latitude (g = 980.6199 gals.).
 FG1060
 FG1060.The modeled gravity was interpolated from observed gravity values.
 FG1060
 FG1060;                    North         East    Units  Estimated Accuracy
 FG1060;SPC AR N     -   116,260.      285,840.      MT  (+/- 180 meters Scaled)
 FG1060
 FG1060                          SUPERSEDED SURVEY CONTROL
 FG1060
 FG1060  NGVD 29 (??/??/92)  209.396  (m)          686.99   (f) ADJ UNCH    2 0
 FG1060
 FG1060.Superseded values are not recommended for survey control.
 FG1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1060.See file dsdata.txt to determine how the superseded data were derived.
 FG1060
 FG1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV767146(NAD 83)
 FG1060_MARKER: DB = BENCH MARK DISK
 FG1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1060_STAMPING: B-127 1935
 FG1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1060+STABILITY: SURFACE MOTION
 FG1060
 FG1060  HISTORY     - Date     Condition        Report By
 FG1060  HISTORY     - 1935     MONUMENTED       CGS
 FG1060  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1060
 FG1060                          STATION DESCRIPTION
 FG1060
 FG1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1060'3.9 MI N FROM LONDON.
 FG1060'3.9 MILES NORTH OF, ALONG LONDON-AUGSBURG RD., FROM THE MISSOURI
 FG1060'PACIFIC RR. STATION.  ABOUT .2 MILE SOUTH OF T ROADS. 29 FEET EAST OF
 FG1060'CENTERLINE OF LONDON-AUGSBURG ROAD. 15 FEET SOUTH OF CENTERLINE OF
 FG1060'ROAD TO OLD SAW MILL SITE. 7.2 FEET SOUTH OF OAK TREE 1 FT. IN
 FG1060'DIAMETER AT BASE, BLAZED AND PAINTED B.M. TABLET SET IN PRECAST
 FG1060'CONCRETE POST.
 FG1060
 FG1060                          STATION RECOVERY (1984)
 FG1060
 FG1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1060'NOT RECOVERED THIS DATE, ROAD WIDENED, PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1025 ***********************************************************************
 DK1025  DESIGNATION -  B 13
 DK1025  PID         -  DK1025
 DK1025  STATE/COUNTY-  AR/ASHLEY
 DK1025  USGS QUAD   -  MONTROSE (1981)
 DK1025
 DK1025                         *CURRENT SURVEY CONTROL
 DK1025  ___________________________________________________________________
 DK1025* NAD 83(1986)-  33 19 52.     (N)    091 29 35.     (W)     SCALED    
 DK1025* NAVD 88     -        39.427  (meters)     129.35   (feet)  ADJUSTED  
 DK1025  ___________________________________________________________________
 DK1025  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DK1025  DYNAMIC HT  -          39.386 (meters)     129.22  (feet)  COMP
 DK1025  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 DK1025
 DK1025  VERT ORDER  -  FIRST     CLASS II
 DK1025
 DK1025.The horizontal coordinates were scaled from a topographic map and have
 DK1025.an estimated accuracy of +/- 6 seconds.
 DK1025
 DK1025.The orthometric height was determined by differential leveling
 DK1025.and adjusted by the National Geodetic Survey in June 1991..
 DK1025
 DK1025.The geoid height was determined by GEOID03.
 DK1025
 DK1025.The dynamic height is computed by dividing the NAVD 88
 DK1025.geopotential number by the normal gravity value computed on the
 DK1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1025.degrees latitude (g = 980.6199 gals.).
 DK1025
 DK1025.The modeled gravity was interpolated from observed gravity values.
 DK1025
 DK1025;                    North         East    Units  Estimated Accuracy
 DK1025;SPC AR S     -   473,810.      447,200.      MT  (+/- 180 meters Scaled)
 DK1025
 DK1025                          SUPERSEDED SURVEY CONTROL
 DK1025
 DK1025  NGVD 29 (??/??/??)   39.537  (m)          129.71   (f) ADJUSTED    1 2
 DK1025
 DK1025.Superseded values are not recommended for survey control.
 DK1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1025.See file dsdata.txt to determine how the superseded data were derived.
 DK1025
 DK1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS402890(NAD 83)
 DK1025_MARKER: DB = BENCH MARK DISK
 DK1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1025_STAMPING: B 13 1932
 DK1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1025+STABILITY: SURFACE MOTION
 DK1025
 DK1025  HISTORY     - Date     Condition        Report By
 DK1025  HISTORY     - 1932     MONUMENTED       CGS
 DK1025  HISTORY     - 1939     GOOD             CGS
 DK1025  HISTORY     - 1978     MARK NOT FOUND   NGS
 DK1025  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1025
 DK1025                          STATION DESCRIPTION
 DK1025
 DK1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1025'2.3 MI N FROM MONTROSE.
 DK1025'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST ABOUT 400 FEET NORTH
 DK1025'OF A CONCRETE MILE POST NO. 430.  46 FEET NORTH OF THE CENTER OF A
 DK1025'GRADE CROSSING.  46 FEET WEST OF THE CENTER LINE OF THE TRACK. 19 FEET
 DK1025'NORTH OF A FENCE CORNER.
 DK1025
 DK1025                          STATION RECOVERY (1978)
 DK1025
 DK1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DK1025'MARK NOT FOUND.
 DK1025
 DK1025                          STATION RECOVERY (1978)
 DK1025
 DK1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0755 ***********************************************************************
 FG0755  DESIGNATION -  B 130
 FG0755  PID         -  FG0755
 FG0755  STATE/COUNTY-  AR/NEWTON
 FG0755  USGS QUAD   -  MT JUDEA (1980)
 FG0755
 FG0755                         *CURRENT SURVEY CONTROL
 FG0755  ___________________________________________________________________
 FG0755* NAD 83(1986)-  35 57 38.     (N)    093 04 02.     (W)     SCALED    
 FG0755* NAVD 88     -       292.483  (meters)     959.59   (feet)  ADJUSTED  
 FG0755  ___________________________________________________________________
 FG0755  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0755  DYNAMIC HT  -         292.218 (meters)     958.72  (feet)  COMP
 FG0755  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FG0755
 FG0755  VERT ORDER  -  SECOND    CLASS 0
 FG0755
 FG0755.The horizontal coordinates were scaled from a topographic map and have
 FG0755.an estimated accuracy of +/- 6 seconds.
 FG0755
 FG0755.The orthometric height was determined by differential leveling
 FG0755.and adjusted by the National Geodetic Survey in June 1991..
 FG0755
 FG0755.The geoid height was determined by GEOID03.
 FG0755
 FG0755.The dynamic height is computed by dividing the NAVD 88
 FG0755.geopotential number by the normal gravity value computed on the
 FG0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0755.degrees latitude (g = 980.6199 gals.).
 FG0755
 FG0755.The modeled gravity was interpolated from observed gravity values.
 FG0755
 FG0755;                    North         East    Units  Estimated Accuracy
 FG0755;SPC AR N     -   181,050.      303,730.      MT  (+/- 180 meters Scaled)
 FG0755
 FG0755                          SUPERSEDED SURVEY CONTROL
 FG0755
 FG0755  NGVD 29 (??/??/92)  292.383  (m)          959.26   (f) ADJ UNCH    2 0
 FG0755
 FG0755.Superseded values are not recommended for survey control.
 FG0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0755.See file dsdata.txt to determine how the superseded data were derived.
 FG0755
 FG0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV939795(NAD 83)
 FG0755_MARKER: DB = BENCH MARK DISK
 FG0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0755_STAMPING: B 130 1935
 FG0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0755+STABILITY: SURFACE MOTION
 FG0755
 FG0755  HISTORY     - Date     Condition        Report By
 FG0755  HISTORY     - 1935     MONUMENTED       CGS
 FG0755
 FG0755                          STATION DESCRIPTION
 FG0755
 FG0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0755'4.7 MI N FROM MT JUDEA.
 FG0755'4.7 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF THE CAVE
 FG0755'CREEK ROAD AT MT. JUDEA, NEWTON COUNTY, AT THE FIRST LEVEL PLACE ON A
 FG0755'STEEP HILL SOUTHEAST OF PRINCETON, 68 FEET SOUTHEAST OF A DRAINAGE
 FG0755'DITCH, 43 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 FG0755'SOUTH OF A 17-INCH OAK STUMP, 10 FEET EAST OF A BLAZED 17-INCH OAK
 FG0755'TREE, AND AT THE SOUTHEAST END OF A SMALL CLEARING.  A STANDARD DISK,
 FG0755'STAMPED B 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0225 ***********************************************************************
 EK0225  DESIGNATION -  B 132
 EK0225  PID         -  EK0225
 EK0225  STATE/COUNTY-  AR/HOWARD
 EK0225  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0225
 EK0225                         *CURRENT SURVEY CONTROL
 EK0225  ___________________________________________________________________
 EK0225* NAD 83(1986)-  34 16 25.     (N)    094 12 34.     (W)     SCALED    
 EK0225* NAVD 88     -       239.537  (meters)     785.88   (feet)  ADJUSTED  
 EK0225  ___________________________________________________________________
 EK0225  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EK0225  DYNAMIC HT  -         239.292 (meters)     785.08  (feet)  COMP
 EK0225  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 EK0225
 EK0225  VERT ORDER  -  SECOND    CLASS 0
 EK0225
 EK0225.The horizontal coordinates were scaled from a topographic map and have
 EK0225.an estimated accuracy of +/- 6 seconds.
 EK0225
 EK0225.The orthometric height was determined by differential leveling
 EK0225.and adjusted by the National Geodetic Survey in June 1991..
 EK0225
 EK0225.The geoid height was determined by GEOID03.
 EK0225
 EK0225.The dynamic height is computed by dividing the NAVD 88
 EK0225.geopotential number by the normal gravity value computed on the
 EK0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0225.degrees latitude (g = 980.6199 gals.).
 EK0225
 EK0225.The modeled gravity was interpolated from observed gravity values.
 EK0225
 EK0225;                    North         East    Units  Estimated Accuracy
 EK0225;SPC AR S     -   580,430.      196,570.      MT  (+/- 180 meters Scaled)
 EK0225
 EK0225                          SUPERSEDED SURVEY CONTROL
 EK0225
 EK0225  NGVD 29 (??/??/92)  239.494  (m)          785.74   (f) ADJ UNCH    2 0
 EK0225
 EK0225.Superseded values are not recommended for survey control.
 EK0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0225.See file dsdata.txt to determine how the superseded data were derived.
 EK0225
 EK0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT886931(NAD 83)
 EK0225_MARKER: DB = BENCH MARK DISK
 EK0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0225_STAMPING: B-132 1935
 EK0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0225+STABILITY: SURFACE MOTION
 EK0225
 EK0225  HISTORY     - Date     Condition        Report By
 EK0225  HISTORY     - 1935     MONUMENTED       CGS
 EK0225  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0225  HISTORY     - 1984     MARK NOT FOUND   USGS
 EK0225
 EK0225                          STATION DESCRIPTION
 EK0225
 EK0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0225'9.1 MI E FROM WICKES.
 EK0225'9.1 MILES EAST OF, ALONG OLD BURG-WICKES ROAD, FROM K.C.S.
 EK0225'RY. STATION.  ABOUT 1 MILE NORTHWEST OF A SMALL SAW MILL,
 EK0225'AT THE SUMMIT OF THE SOUTHWARD SLOPE OF THE RIDGE, 64 FEET
 EK0225'NORTHEAST OF CENTER OF CURVE AT SUMMIT OF SLOPE, 37.8 FEET
 EK0225'WEST OF A BLAZED OAK TREE 1.4 FT. IN DIAMETER WITH A NAIL IN
 EK0225'ROOT AT SOUTH SIDE OF TREE, 21.5 FEET NORTH OF ROAD CENTERLINE.
 EK0225'TABLET SET IN TOP OF PRECAST CONCRETE POST.
 EK0225
 EK0225                          STATION RECOVERY (1961)
 EK0225
 EK0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0225'MARK NOT FOUND.
 EK0225
 EK0225                          STATION RECOVERY (1984)
 EK0225
 EK0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 EK0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0085 ***********************************************************************
 EK0085  DESIGNATION -  B 133
 EK0085  PID         -  EK0085
 EK0085  STATE/COUNTY-  AR/POLK
 EK0085  USGS QUAD   -  MENA (1975)
 EK0085
 EK0085                         *CURRENT SURVEY CONTROL
 EK0085  ___________________________________________________________________
 EK0085* NAD 83(1986)-  34 30 21.     (N)    094 10 58.     (W)     SCALED    
 EK0085* NAVD 88     -       389.938  (meters)    1279.32   (feet)  ADJUSTED  
 EK0085  ___________________________________________________________________
 EK0085  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EK0085  DYNAMIC HT  -         389.516 (meters)    1277.94  (feet)  COMP
 EK0085  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 EK0085
 EK0085  VERT ORDER  -  SECOND    CLASS 0
 EK0085
 EK0085.The horizontal coordinates were scaled from a topographic map and have
 EK0085.an estimated accuracy of +/- 6 seconds.
 EK0085
 EK0085.The orthometric height was determined by differential leveling
 EK0085.and adjusted by the National Geodetic Survey in June 1991..
 EK0085
 EK0085.The geoid height was determined by GEOID03.
 EK0085
 EK0085.The dynamic height is computed by dividing the NAVD 88
 EK0085.geopotential number by the normal gravity value computed on the
 EK0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0085.degrees latitude (g = 980.6199 gals.).
 EK0085
 EK0085.The modeled gravity was interpolated from observed gravity values.
 EK0085
 EK0085;                    North         East    Units  Estimated Accuracy
 EK0085;SPC AR S     -   606,130.      199,570.      MT  (+/- 180 meters Scaled)
 EK0085
 EK0085                          SUPERSEDED SURVEY CONTROL
 EK0085
 EK0085  NGVD 29 (??/??/92)  389.854  (m)         1279.05   (f) ADJ UNCH    2 0
 EK0085
 EK0085.Superseded values are not recommended for survey control.
 EK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0085.See file dsdata.txt to determine how the superseded data were derived.
 EK0085
 EK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU914188(NAD 83)
 EK0085_MARKER: DB = BENCH MARK DISK
 EK0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0085_STAMPING: B-133 1935
 EK0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0085+STABILITY: SURFACE MOTION
 EK0085
 EK0085  HISTORY     - Date     Condition        Report By
 EK0085  HISTORY     - 1935     MONUMENTED       CGS
 EK0085  HISTORY     - 1961     MARK NOT FOUND   USGS
 EK0085
 EK0085                          STATION DESCRIPTION
 EK0085
 EK0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0085'3.5 MI SE FROM DALLAS.
 EK0085'3.5 MILES SOUTHEAST OF, ALONG SHADY ROAD, FROM DALLAS SCHOOL.
 EK0085'AT DOC HAMLETS FARMHOUSE, 42.5 FEET SOUTH OF THE ROAD CENTERLINE,
 EK0085'30 FEET NORTH OF THE NORTHWEST CORNER OF THE FARMHOUSE, 20 FEET
 EK0085'NORTH OF THE NORTHWEST CORNER OF THE FARMHOUSE, 20 FEET SOUTH OF A
 EK0085'BLAZED OAK TREE 1.4 FT. IN DIAMETER, 1 FT. EAST OF GARDEN FENCE.
 EK0085'TABLET SET IN PRECAST CONCRETE POST.
 EK0085
 EK0085                          STATION RECOVERY (1961)
 EK0085
 EK0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EK0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0257 ***********************************************************************
 EK0257  DESIGNATION -  B 134
 EK0257  PID         -  EK0257
 EK0257  STATE/COUNTY-  AR/POLK
 EK0257  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0257
 EK0257                         *CURRENT SURVEY CONTROL
 EK0257  ___________________________________________________________________
 EK0257* NAD 83(1986)-  34 25 11.     (N)    094 02 18.     (W)     SCALED    
 EK0257* NAVD 88     -       398.837  (meters)    1308.52   (feet)  ADJUSTED  
 EK0257  ___________________________________________________________________
 EK0257  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 EK0257  DYNAMIC HT  -         398.416 (meters)    1307.14  (feet)  COMP
 EK0257  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 EK0257
 EK0257  VERT ORDER  -  SECOND    CLASS 0
 EK0257
 EK0257.The horizontal coordinates were scaled from a topographic map and have
 EK0257.an estimated accuracy of +/- 6 seconds.
 EK0257
 EK0257.The orthometric height was determined by differential leveling
 EK0257.and adjusted by the National Geodetic Survey in June 1991..
 EK0257
 EK0257.The geoid height was determined by GEOID03.
 EK0257
 EK0257.The dynamic height is computed by dividing the NAVD 88
 EK0257.geopotential number by the normal gravity value computed on the
 EK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0257.degrees latitude (g = 980.6199 gals.).
 EK0257
 EK0257.The modeled gravity was interpolated from observed gravity values.
 EK0257
 EK0257;                    North         East    Units  Estimated Accuracy
 EK0257;SPC AR S     -   596,300.      212,640.      MT  (+/- 180 meters Scaled)
 EK0257
 EK0257                          SUPERSEDED SURVEY CONTROL
 EK0257
 EK0257  NGVD 29 (??/??/92)  398.768  (m)         1308.29   (f) ADJ UNCH    2 0
 EK0257
 EK0257.Superseded values are not recommended for survey control.
 EK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0257.See file dsdata.txt to determine how the superseded data were derived.
 EK0257
 EK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU045091(NAD 83)
 EK0257_MARKER: DB = BENCH MARK DISK
 EK0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0257_SP_SET: ABUTMENT
 EK0257_STAMPING: B-134 1935
 EK0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0257
 EK0257  HISTORY     - Date     Condition        Report By
 EK0257  HISTORY     - 1935     MONUMENTED       CGS
 EK0257  HISTORY     - 1961     GOOD             NGS
 EK0257
 EK0257                          STATION DESCRIPTION
 EK0257
 EK0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0257'10.9 MI S FROM BIG FORK.
 EK0257'10.9 MILES SOUTH OF, ALONG THE BIG-FORK, ATHENS ROAD, FROM
 EK0257'BUTCHERKIFE CREEK BRIDGE.  1.5 M. SE ALONG S. HWY 8, 9.4 M. SW
 EK0257'ALONG ATHENS RD.  ABOUT 1.4 MILES SOUTH OF DICKS GAP, ABOUT 100
 EK0257'FEET SOUTHEAST OF JUNCTION OF A ROAD NORTHWEST TO A FARM, 12 FEET
 EK0257'NORTHWEST OF A BLAZED OAK TREE 2 FT. IN DIAMETER, IN TOP OF THE
 EK0257'SOUTH END OF THE EAST ABUTMENT OF BRIDGE OVER SUGAR CREEK.  TABLET
 EK0257'SET IN TOP OF CONCRETE ABUTMENT.
 EK0257
 EK0257                          STATION RECOVERY (1961)
 EK0257
 EK0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1542 ***********************************************************************
 EJ1542  DESIGNATION -  B 135
 EJ1542  PID         -  EJ1542
 EJ1542  STATE/COUNTY-  AR/MONTGOMERY
 EJ1542  USGS QUAD   -  PINE RIDGE (1985)
 EJ1542
 EJ1542                         *CURRENT SURVEY CONTROL
 EJ1542  ___________________________________________________________________
 EJ1542* NAD 83(1986)-  34 30 21.     (N)    093 53 35.     (W)     SCALED    
 EJ1542* NAVD 88     -       272.836  (meters)     895.13   (feet)  ADJUSTED  
 EJ1542  ___________________________________________________________________
 EJ1542  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EJ1542  DYNAMIC HT  -         272.552 (meters)     894.20  (feet)  COMP
 EJ1542  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 EJ1542
 EJ1542  VERT ORDER  -  SECOND    CLASS 0
 EJ1542
 EJ1542.The horizontal coordinates were scaled from a topographic map and have
 EJ1542.an estimated accuracy of +/- 6 seconds.
 EJ1542
 EJ1542.The orthometric height was determined by differential leveling
 EJ1542.and adjusted by the National Geodetic Survey in June 1991..
 EJ1542
 EJ1542.The geoid height was determined by GEOID03.
 EJ1542
 EJ1542.The dynamic height is computed by dividing the NAVD 88
 EJ1542.geopotential number by the normal gravity value computed on the
 EJ1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1542.degrees latitude (g = 980.6199 gals.).
 EJ1542
 EJ1542.The modeled gravity was interpolated from observed gravity values.
 EJ1542
 EJ1542;                    North         East    Units  Estimated Accuracy
 EJ1542;SPC AR S     -   605,600.      226,170.      MT  (+/- 180 meters Scaled)
 EJ1542
 EJ1542                          SUPERSEDED SURVEY CONTROL
 EJ1542
 EJ1542  NGVD 29 (??/??/92)  272.772  (m)          894.92   (f) ADJ UNCH    2 0
 EJ1542
 EJ1542.Superseded values are not recommended for survey control.
 EJ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1542.See file dsdata.txt to determine how the superseded data were derived.
 EJ1542
 EJ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU180186(NAD 83)
 EJ1542_MARKER: DB = BENCH MARK DISK
 EJ1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1542_STAMPING: B-135 1935
 EJ1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1542+STABILITY: SURFACE MOTION
 EJ1542
 EJ1542  HISTORY     - Date     Condition        Report By
 EJ1542  HISTORY     - 1935     MONUMENTED       CGS
 EJ1542  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1542
 EJ1542                          STATION DESCRIPTION
 EJ1542
 EJ1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1542'4.4 MI NW FROM SLATINGTON.
 EJ1542'4.4 MILES NORTHWEST OF, ALONG ALDER-SULPHUR SPRINGS RD. FROM J. L.
 EJ1542'COXS RESIDENCE.  0.7 MI NE ON STATE HWY 8 AND 3.7 MI NW ON
 EJ1542'ALDER-SULPHUR SPRINGS RD, ABOUT 110 FT. NORTHWEST OF FORD OF THE WEST
 EJ1542'BRANCH OF KATES CREEK.  32.5 FEET NORTHEAST OF ROAD CENTERLINE.  17
 EJ1542'FEET EAST OF A BLAZED TREE 1 FT. IN DIAMETER.  TABLET SET IN PRECAST
 EJ1542'CONCRETE POST.  NOTE-- THE ROAD HAS BEEN CHANGED IN THAT LOCATION AND
 EJ1542'A BRIDGE HAS REPLACED THE FORD.
 EJ1542
 EJ1542                          STATION RECOVERY (1961)
 EJ1542
 EJ1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1123 ***********************************************************************
 EJ1123  DESIGNATION -  B 137
 EJ1123  PID         -  EJ1123
 EJ1123  STATE/COUNTY-  AR/CLARK
 EJ1123  USGS QUAD   -  AMITY (1966)
 EJ1123
 EJ1123                         *CURRENT SURVEY CONTROL
 EJ1123  ___________________________________________________________________
 EJ1123* NAD 83(1986)-  34 18 46.     (N)    093 26 32.     (W)     SCALED    
 EJ1123* NAVD 88     -       144.359  (meters)     473.62   (feet)  ADJUSTED  
 EJ1123  ___________________________________________________________________
 EJ1123  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EJ1123  DYNAMIC HT  -         144.213 (meters)     473.14  (feet)  COMP
 EJ1123  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 EJ1123
 EJ1123  VERT ORDER  -  SECOND    CLASS 0
 EJ1123
 EJ1123.The horizontal coordinates were scaled from a topographic map and have
 EJ1123.an estimated accuracy of +/- 6 seconds.
 EJ1123
 EJ1123.The orthometric height was determined by differential leveling
 EJ1123.and adjusted by the National Geodetic Survey in June 1991..
 EJ1123
 EJ1123.The geoid height was determined by GEOID03.
 EJ1123
 EJ1123.The dynamic height is computed by dividing the NAVD 88
 EJ1123.geopotential number by the normal gravity value computed on the
 EJ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1123.degrees latitude (g = 980.6199 gals.).
 EJ1123
 EJ1123.The modeled gravity was interpolated from observed gravity values.
 EJ1123
 EJ1123;                    North         East    Units  Estimated Accuracy
 EJ1123;SPC AR S     -   583,510.      267,270.      MT  (+/- 180 meters Scaled)
 EJ1123
 EJ1123                          SUPERSEDED SURVEY CONTROL
 EJ1123
 EJ1123  NGVD 29 (??/??/92)  144.347  (m)          473.58   (f) ADJ UNCH    2 0
 EJ1123
 EJ1123.Superseded values are not recommended for survey control.
 EJ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1123.See file dsdata.txt to determine how the superseded data were derived.
 EJ1123
 EJ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT593969(NAD 83)
 EJ1123_MARKER: DB = BENCH MARK DISK
 EJ1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1123_STAMPING: B 137 1935
 EJ1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1123+STABILITY: SURFACE MOTION
 EJ1123
 EJ1123  HISTORY     - Date     Condition        Report By
 EJ1123  HISTORY     - 1935     MONUMENTED       CGS
 EJ1123
 EJ1123                          STATION DESCRIPTION
 EJ1123
 EJ1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1123'4.7 MI NE FROM AMITY.
 EJ1123'4.7 MILES NORTHEAST ALONG THE AMITY-BISMARCK ROAD FROM THE MISSOURI
 EJ1123'PACIFIC RAILROAD STATION AT AMITY, 1.0 MILE NORTHEAST OF THE JUNCTION
 EJ1123'OF A ROAD LEADING NORTH, 215 FEET NORTHEAST OF A BRIDGE OVER GIN
 EJ1123'BRANCH, 49 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AT A CURVE,
 EJ1123'28 FEET NORTH OF AN 18-INCH BLAZED GUM TREE, AND 9.8 FEET NORTHWEST OF
 EJ1123'A FENCE.  A STANDARD DISK, STAMPED B 137 1935 AND SET IN THE TOP OF A
 EJ1123'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1227 ***********************************************************************
 EJ1227  DESIGNATION -  B 138
 EJ1227  PID         -  EJ1227
 EJ1227  STATE/COUNTY-  AR/CLARK
 EJ1227  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1227
 EJ1227                         *CURRENT SURVEY CONTROL
 EJ1227  ___________________________________________________________________
 EJ1227* NAD 83(1986)-  34 05 40.     (N)    093 10 04.     (W)     SCALED    
 EJ1227* NAVD 88     -       109.659  (meters)     359.77   (feet)  ADJUSTED  
 EJ1227  ___________________________________________________________________
 EJ1227  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EJ1227  DYNAMIC HT  -         109.549 (meters)     359.41  (feet)  COMP
 EJ1227  MODELED GRAV-     979,632.4   (mgal)                       NAVD 88
 EJ1227
 EJ1227  VERT ORDER  -  SECOND    CLASS 0
 EJ1227
 EJ1227.The horizontal coordinates were scaled from a topographic map and have
 EJ1227.an estimated accuracy of +/- 6 seconds.
 EJ1227
 EJ1227.The orthometric height was determined by differential leveling
 EJ1227.and adjusted by the National Geodetic Survey in June 1991..
 EJ1227
 EJ1227.The geoid height was determined by GEOID03.
 EJ1227
 EJ1227.The dynamic height is computed by dividing the NAVD 88
 EJ1227.geopotential number by the normal gravity value computed on the
 EJ1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1227.degrees latitude (g = 980.6199 gals.).
 EJ1227
 EJ1227.The modeled gravity was interpolated from observed gravity values.
 EJ1227
 EJ1227;                    North         East    Units  Estimated Accuracy
 EJ1227;SPC AR S     -   558,970.      292,250.      MT  (+/- 180 meters Scaled)
 EJ1227
 EJ1227                          SUPERSEDED SURVEY CONTROL
 EJ1227
 EJ1227  NGVD 29 (??/??/92)  109.666  (m)          359.80   (f) ADJ UNCH    2 0
 EJ1227
 EJ1227.Superseded values are not recommended for survey control.
 EJ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1227.See file dsdata.txt to determine how the superseded data were derived.
 EJ1227
 EJ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT845726(NAD 83)
 EJ1227_MARKER: DB = BENCH MARK DISK
 EJ1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1227_STAMPING: B 138 1935
 EJ1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1227+STABILITY: SURFACE MOTION
 EJ1227
 EJ1227  HISTORY     - Date     Condition        Report By
 EJ1227  HISTORY     - 1935     MONUMENTED       CGS
 EJ1227  HISTORY     - 1935     MARK NOT FOUND   NGS
 EJ1227  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1227
 EJ1227                          STATION DESCRIPTION
 EJ1227
 EJ1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1227'7.5 MI SW FROM ARKADELPHIA.
 EJ1227'7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 51 FROM THE POST OFFICE AT
 EJ1227'ARKADELPHIA, AT THE JUNCTION OF STATE HIGHWAY 26, 100 FEET SOUTHWEST
 EJ1227'OF THE CENTER OF THE JUNCTION OF THE HIGHWAYS, 64 FEET NORTH OF THE
 EJ1227'NORTHEAST CORNER OF THE J.T. WRIGHT SERVICE STATION, 36 FEET NORTH OF
 EJ1227'THE CENTERLINE OF STATE HIGHWAY 26, AND 2.5 FEET HIGHER THAN THE
 EJ1227'HIGHWAY.  A STANDARD DISK, STAMPED B 138 1935 AND SET IN THE TOP OF A
 EJ1227'CONCRETE POST.
 EJ1227
 EJ1227                          STATION RECOVERY (1964)
 EJ1227
 EJ1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2335 ***********************************************************************
 EH2335  DESIGNATION -  B 14
 EH2335  PID         -  EH2335
 EH2335  STATE/COUNTY-  AR/ARKANSAS
 EH2335  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2335
 EH2335                         *CURRENT SURVEY CONTROL
 EH2335  ___________________________________________________________________
 EH2335* NAD 83(1986)-  34 29 59.     (N)    091 33 05.     (W)     SCALED    
 EH2335* NAVD 88     -        66.059  (meters)     216.73   (feet)  ADJUSTED  
 EH2335  ___________________________________________________________________
 EH2335  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2335  DYNAMIC HT  -          65.996 (meters)     216.52  (feet)  COMP
 EH2335  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 EH2335
 EH2335  VERT ORDER  -  FIRST     CLASS II
 EH2335
 EH2335.The horizontal coordinates were scaled from a topographic map and have
 EH2335.an estimated accuracy of +/- 6 seconds.
 EH2335
 EH2335.The orthometric height was determined by differential leveling
 EH2335.and adjusted by the National Geodetic Survey in August 1993..
 EH2335.WARNING-Repeat measurements at this control monument indicate possible
 EH2335.vertical movement.
 EH2335
 EH2335.The geoid height was determined by GEOID03.
 EH2335
 EH2335.The dynamic height is computed by dividing the NAVD 88
 EH2335.geopotential number by the normal gravity value computed on the
 EH2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2335.degrees latitude (g = 980.6199 gals.).
 EH2335
 EH2335.The modeled gravity was interpolated from observed gravity values.
 EH2335
 EH2335;                    North         East    Units  Estimated Accuracy
 EH2335;SPC AR S     -   603,400.      441,200.      MT  (+/- 180 meters Scaled)
 EH2335
 EH2335                          SUPERSEDED SURVEY CONTROL
 EH2335
 EH2335  NAVD 88 (06/15/91)   66.061  (m)          216.74   (f) UNKNOWN     1 2
 EH2335  NGVD 29 (??/??/??)   66.089  (m)          216.83   (f) ADJUSTED    1 2
 EH2335
 EH2335.Superseded values are not recommended for survey control.
 EH2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2335.See file dsdata.txt to determine how the superseded data were derived.
 EH2335
 EH2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU329185(NAD 83)
 EH2335_MARKER: DB = BENCH MARK DISK
 EH2335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2335_SP_SET: BUILDING
 EH2335_STAMPING: 216.912 B 14 1932
 EH2335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2335+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 EH2335
 EH2335  HISTORY     - Date     Condition        Report By
 EH2335  HISTORY     - 1932     MONUMENTED       CGS
 EH2335  HISTORY     - 1954     GOOD             CGS
 EH2335  HISTORY     - 20020405 GOOD             USACE
 EH2335
 EH2335                          STATION DESCRIPTION
 EH2335
 EH2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2335'IN STUTTGART.
 EH2335'AT STUTTGART, ARKANSAS COUNTY, AT THE COUNTY COURTHOUSE, IN THE EAST
 EH2335'WALL, 1 FOOT SOUTH OF THE NORTHEAST CORNER, AND ABOUT 4 FEET ABOVE THE
 EH2335'GROUND.  A STANDARD DISK, STAMPED 216.912 B 14 1932 AND SET
 EH2335'VERTICALLY.
 EH2335
 EH2335                          STATION RECOVERY (2002)
 EH2335
 EH2335'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1119 ***********************************************************************
 EJ1119  DESIGNATION -  B 140
 EJ1119  PID         -  EJ1119
 EJ1119  STATE/COUNTY-  AR/GARLAND
 EJ1119  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1119
 EJ1119                         *CURRENT SURVEY CONTROL
 EJ1119  ___________________________________________________________________
 EJ1119* NAD 83(1986)-  34 28 34.     (N)    093 01 28.     (W)     SCALED    
 EJ1119* NAVD 88     -       156.468  (meters)     513.35   (feet)  ADJUSTED  
 EJ1119  ___________________________________________________________________
 EJ1119  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EJ1119  DYNAMIC HT  -         156.316 (meters)     512.85  (feet)  COMP
 EJ1119  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 EJ1119
 EJ1119  VERT ORDER  -  SECOND    CLASS 0
 EJ1119
 EJ1119.The horizontal coordinates were scaled from a topographic map and have
 EJ1119.an estimated accuracy of +/- 6 seconds.
 EJ1119
 EJ1119.The orthometric height was determined by differential leveling
 EJ1119.and adjusted by the National Geodetic Survey in June 1991..
 EJ1119
 EJ1119.The geoid height was determined by GEOID03.
 EJ1119
 EJ1119.The dynamic height is computed by dividing the NAVD 88
 EJ1119.geopotential number by the normal gravity value computed on the
 EJ1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1119.degrees latitude (g = 980.6199 gals.).
 EJ1119
 EJ1119.The modeled gravity was interpolated from observed gravity values.
 EJ1119
 EJ1119;                    North         East    Units  Estimated Accuracy
 EJ1119;SPC AR S     -   601,160.      305,900.      MT  (+/- 180 meters Scaled)
 EJ1119
 EJ1119                          SUPERSEDED SURVEY CONTROL
 EJ1119
 EJ1119  NGVD 29 (??/??/92)  156.46   (m)          513.3    (f) COMPUTED    2 0
 EJ1119
 EJ1119.Superseded values are not recommended for survey control.
 EJ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1119.See file dsdata.txt to determine how the superseded data were derived.
 EJ1119
 EJ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU977149(NAD 83)
 EJ1119_MARKER: DB = BENCH MARK DISK
 EJ1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1119_STAMPING: B 140 1935
 EJ1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1119+STABILITY: SURFACE MOTION
 EJ1119
 EJ1119  HISTORY     - Date     Condition        Report By
 EJ1119  HISTORY     - 1935     MONUMENTED       CGS
 EJ1119  HISTORY     - 1965     GOOD             NGS
 EJ1119
 EJ1119                          STATION DESCRIPTION
 EJ1119
 EJ1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1119'3.1 MI SE FROM HOT SPRINGS.
 EJ1119'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 270 FROM THE POST OFFICE AT HOT
 EJ1119'SPRINGS, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST TO CARPENTER DAM,
 EJ1119'80 FEET NORTH OF THE CENTER OF THE INTERSECTION, 63 FEET NORTHWEST OF
 EJ1119'THE CENTERLINE OF A DRIVEWAY TO F. H. MCDANIEL RESIDENCE, 42 FEET
 EJ1119'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET HIGHER THAN THE
 EJ1119'HIGHWAY.  A STANDARD DISK, STAMPED B 140 1935 AND SET IN THE TOP OF A
 EJ1119'CONCRETE POST.
 EJ1119
 EJ1119                          STATION RECOVERY (1965)
 EJ1119
 EJ1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EJ1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1422 ***********************************************************************
 FG1422  DESIGNATION -  B 142
 FG1422  PID         -  FG1422
 FG1422  STATE/COUNTY-  AR/FRANKLIN
 FG1422  USGS QUAD   -  BIDVILLE (1973)
 FG1422
 FG1422                         *CURRENT SURVEY CONTROL
 FG1422  ___________________________________________________________________
 FG1422* NAD 83(1986)-  35 40 09.     (N)    093 52 31.     (W)     SCALED    
 FG1422* NAVD 88     -       504.685  (meters)    1655.79   (feet)  ADJUSTED  
 FG1422  ___________________________________________________________________
 FG1422  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FG1422  DYNAMIC HT  -         504.201 (meters)    1654.20  (feet)  COMP
 FG1422  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FG1422
 FG1422  VERT ORDER  -  SECOND    CLASS 0
 FG1422
 FG1422.The horizontal coordinates were scaled from a topographic map and have
 FG1422.an estimated accuracy of +/- 6 seconds.
 FG1422
 FG1422.The orthometric height was determined by differential leveling
 FG1422.and adjusted by the National Geodetic Survey in June 1991..
 FG1422
 FG1422.The geoid height was determined by GEOID03.
 FG1422
 FG1422.The dynamic height is computed by dividing the NAVD 88
 FG1422.geopotential number by the normal gravity value computed on the
 FG1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1422.degrees latitude (g = 980.6199 gals.).
 FG1422
 FG1422.The modeled gravity was interpolated from observed gravity values.
 FG1422
 FG1422;                    North         East    Units  Estimated Accuracy
 FG1422;SPC AR N     -   149,820.      230,240.      MT  (+/- 180 meters Scaled)
 FG1422
 FG1422                          SUPERSEDED SURVEY CONTROL
 FG1422
 FG1422  NGVD 29 (??/??/92)  504.588  (m)         1655.47   (f) ADJ UNCH    2 0
 FG1422
 FG1422.Superseded values are not recommended for survey control.
 FG1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1422.See file dsdata.txt to determine how the superseded data were derived.
 FG1422
 FG1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV207476(NAD 83)
 FG1422_MARKER: DB = BENCH MARK DISK
 FG1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1422_STAMPING: B 142 1935
 FG1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1422+STABILITY: SURFACE MOTION
 FG1422
 FG1422  HISTORY     - Date     Condition        Report By
 FG1422  HISTORY     - 1935     MONUMENTED       CGS
 FG1422  HISTORY     - 1959     GOOD             NGS
 FG1422  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1422
 FG1422                          STATION DESCRIPTION
 FG1422
 FG1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1422'4.6 MI W FROM CASS.
 FG1422'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BRIDGE OVER FANES
 FG1422'CREEK AT CASS, FRANKLIN COUNTY, 3.5 MILES WEST ALONG THE CASS-BIDVILLE
 FG1422'ROAD, 150 FEET SOUTHEAST OF A 12 BY 10 BY 4 FOOT BOULDER ON THE NORTH
 FG1422'SIDE OF THE ROAD, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 22 FEET
 FG1422'SOUTHWEST OF A 12-INCH OAK TREE, AND 5 FEET NORTH OF A 14-INCH OAK
 FG1422'TREE.  A STANDARD DISK STAMPED B 142 1935 AND SET IN THE TOP OF A
 FG1422'CONCRETE POST.  NOTE-- THE TWO TREES MENTIONED HAVE BEEN CUT DOWN. THE
 FG1422'MARK IS ABOUT 100 FEET EAST OF THE SUMMIT OF THE HILL.
 FG1422
 FG1422                          STATION RECOVERY (1972)
 FG1422
 FG1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0075 ***********************************************************************
 FH0075  DESIGNATION -  B 144
 FH0075  PID         -  FH0075
 FH0075  STATE/COUNTY-  AR/WASHINGTON
 FH0075  USGS QUAD   -  BRENTWOOD (1983)
 FH0075
 FH0075                         *CURRENT SURVEY CONTROL
 FH0075  ___________________________________________________________________
 FH0075* NAD 83(1986)-  35 49 05.     (N)    094 04 55.     (W)     SCALED    
 FH0075* NAVD 88     -       562.461  (meters)    1845.34   (feet)  ADJUSTED  
 FH0075  ___________________________________________________________________
 FH0075  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FH0075  DYNAMIC HT  -         561.926 (meters)    1843.59  (feet)  COMP
 FH0075  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 FH0075
 FH0075  VERT ORDER  -  SECOND    CLASS 0
 FH0075
 FH0075.The horizontal coordinates were scaled from a topographic map and have
 FH0075.an estimated accuracy of +/- 6 seconds.
 FH0075
 FH0075.The orthometric height was determined by differential leveling
 FH0075.and adjusted by the National Geodetic Survey in June 1991..
 FH0075
 FH0075.The geoid height was determined by GEOID03.
 FH0075
 FH0075.The dynamic height is computed by dividing the NAVD 88
 FH0075.geopotential number by the normal gravity value computed on the
 FH0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0075.degrees latitude (g = 980.6199 gals.).
 FH0075
 FH0075.The modeled gravity was interpolated from observed gravity values.
 FH0075
 FH0075;                    North         East    Units  Estimated Accuracy
 FH0075;SPC AR N     -   166,710.      211,880.      MT  (+/- 180 meters Scaled)
 FH0075
 FH0075                          SUPERSEDED SURVEY CONTROL
 FH0075
 FH0075  NGVD 29 (??/??/92)  562.305  (m)         1844.83   (f) ADJ UNCH    2 0
 FH0075
 FH0075.Superseded values are not recommended for survey control.
 FH0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0075.See file dsdata.txt to determine how the superseded data were derived.
 FH0075
 FH0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV022643(NAD 83)
 FH0075_MARKER: DB = BENCH MARK DISK
 FH0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0075_STAMPING: B 144 1935
 FH0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0075+STABILITY: SURFACE MOTION
 FH0075
 FH0075  HISTORY     - Date     Condition        Report By
 FH0075  HISTORY     - 1935     MONUMENTED       CGS
 FH0075  HISTORY     - 1960     GOOD             NGS
 FH0075
 FH0075                          STATION DESCRIPTION
 FH0075
 FH0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0075'3.8 MI E FROM WINSLOW.
 FH0075'3.8 MILES EAST ALONG STATE HIGHWAY 74 FROM THE ST. LOUIS-SAN
 FH0075'FRANCISCO RAILWAY STATION AT WINSLOW, WASHINGTON COUNTY, AT
 FH0075'MC DANIELS SCHOOL, IN THE NORTH CORNER OF THE YARD, 96 FEET
 FH0075'NORTHEAST OF THE NORTH CORNER OF THE SCHOOLHOUSE, 39 FEET
 FH0075'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16 FEET SOUTHEAST
 FH0075'OF A WEST FENCE CORNER, AND 3 FEET SOUTHWEST OF A FENCE.  A
 FH0075'STANDARD DISK, STAMPED B 144 1935 AND SET IN THE TOP OF A
 FH0075'CONCRETE POST.  FROM ROAD AND SCHOOL HOUSE BUT THE SCHOOL
 FH0075'BUILDING IS NOW USED AS A DWELLING.  MARK IS ABOUT 3.0 MILES
 FH0075'EAST ALONG THE SUNSET ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 FH0075'71 TO NORTH OF WINSLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1362 ***********************************************************************
 FG1362  DESIGNATION -  B 145
 FG1362  PID         -  FG1362
 FG1362  STATE/COUNTY-  AR/MADISON
 FG1362  USGS QUAD   -  WEATHERS (1973)
 FG1362
 FG1362                         *CURRENT SURVEY CONTROL
 FG1362  ___________________________________________________________________
 FG1362* NAD 83(1986)-  35 59 59.     (N)    093 32 34.     (W)     SCALED    
 FG1362* NAVD 88     -       426.799  (meters)    1400.26   (feet)  ADJUSTED  
 FG1362  ___________________________________________________________________
 FG1362  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG1362  DYNAMIC HT  -         426.404 (meters)    1398.96  (feet)  COMP
 FG1362  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FG1362
 FG1362  VERT ORDER  -  SECOND    CLASS 0
 FG1362
 FG1362.The horizontal coordinates were scaled from a topographic map and have
 FG1362.an estimated accuracy of +/- 6 seconds.
 FG1362
 FG1362.The orthometric height was determined by differential leveling
 FG1362.and adjusted by the National Geodetic Survey in June 1991..
 FG1362
 FG1362.The geoid height was determined by GEOID03.
 FG1362
 FG1362.The dynamic height is computed by dividing the NAVD 88
 FG1362.geopotential number by the normal gravity value computed on the
 FG1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1362.degrees latitude (g = 980.6199 gals.).
 FG1362
 FG1362.The modeled gravity was interpolated from observed gravity values.
 FG1362
 FG1362;                    North         East    Units  Estimated Accuracy
 FG1362;SPC AR N     -   185,960.      260,910.      MT  (+/- 180 meters Scaled)
 FG1362
 FG1362                          SUPERSEDED SURVEY CONTROL
 FG1362
 FG1362  NGVD 29 (??/??/92)  426.687  (m)         1399.89   (f) ADJ UNCH    2 0
 FG1362
 FG1362.Superseded values are not recommended for survey control.
 FG1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1362.See file dsdata.txt to determine how the superseded data were derived.
 FG1362
 FG1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV510840(NAD 83)
 FG1362_MARKER: DB = BENCH MARK DISK
 FG1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1362_STAMPING: B 145 1935
 FG1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1362+STABILITY: SURFACE MOTION
 FG1362
 FG1362  HISTORY     - Date     Condition        Report By
 FG1362  HISTORY     - 1935     MONUMENTED       CGS
 FG1362
 FG1362                          STATION DESCRIPTION
 FG1362
 FG1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1362'1.6 MI S FROM LOY.
 FG1362'1.6 MILES SOUTH ALONG THE REDSTAR ROAD FROM THE POST OFFICE AT LOY,
 FG1362'MADISON COUNTY, 300 FEET EAST OF A FARMHOUSE, 110 FEET SOUTHWEST OF
 FG1362'GUESSY CREEK, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 105
 FG1362'FEET NORTHWEST OF THE BOTTOM OF A DIP IN THE ROAD, 42 FEET SOUTHWEST
 FG1362'OF A FENCE, AND ON A 4-BY 5-FOOT BOULDER.  A STANDARD DISK, STAMPED B
 FG1362'145 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0715 ***********************************************************************
 FG0715  DESIGNATION -  B 146
 FG0715  PID         -  FG0715
 FG0715  STATE/COUNTY-  AR/NEWTON
 FG0715  USGS QUAD   -  EULA (1980)
 FG0715
 FG0715                         *CURRENT SURVEY CONTROL
 FG0715  ___________________________________________________________________
 FG0715* NAD 83(1986)-  35 55 54.     (N)    092 59 32.     (W)     SCALED    
 FG0715* NAVD 88     -       258.095  (meters)     846.77   (feet)  ADJUSTED  
 FG0715  ___________________________________________________________________
 FG0715  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FG0715  DYNAMIC HT  -         257.859 (meters)     845.99  (feet)  COMP
 FG0715  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FG0715
 FG0715  VERT ORDER  -  SECOND    CLASS 0
 FG0715
 FG0715.The horizontal coordinates were scaled from a topographic map and have
 FG0715.an estimated accuracy of +/- 6 seconds.
 FG0715
 FG0715.The orthometric height was determined by differential leveling
 FG0715.and adjusted by the National Geodetic Survey in June 1991..
 FG0715
 FG0715.The geoid height was determined by GEOID03.
 FG0715
 FG0715.The dynamic height is computed by dividing the NAVD 88
 FG0715.geopotential number by the normal gravity value computed on the
 FG0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0715.degrees latitude (g = 980.6199 gals.).
 FG0715
 FG0715.The modeled gravity was interpolated from observed gravity values.
 FG0715
 FG0715;                    North         East    Units  Estimated Accuracy
 FG0715;SPC AR N     -   177,780.      310,470.      MT  (+/- 180 meters Scaled)
 FG0715
 FG0715                          SUPERSEDED SURVEY CONTROL
 FG0715
 FG0715  NGVD 29 (??/??/92)  257.995  (m)          846.44   (f) ADJ UNCH    2 0
 FG0715
 FG0715.Superseded values are not recommended for survey control.
 FG0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0715.See file dsdata.txt to determine how the superseded data were derived.
 FG0715
 FG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV007763(NAD 83)
 FG0715_MARKER: DB = BENCH MARK DISK
 FG0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0715_STAMPING: B 146 1935
 FG0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0715+STABILITY: SURFACE MOTION
 FG0715
 FG0715  HISTORY     - Date     Condition        Report By
 FG0715  HISTORY     - 1935     MONUMENTED       CGS
 FG0715  HISTORY     - 1935     GOOD             NGS
 FG0715  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0715
 FG0715                          STATION DESCRIPTION
 FG0715
 FG0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0715'0.5 MI W FROM CAVE CREEK.
 FG0715'0.5 MILE WEST ALONG THE MT. JUDEA ROAD FROM CAVE CREEK, NEWTON COUNTY,
 FG0715'AT THE JUNCTION OF THE BASS ROAD, 33 FEET NORTHWEST OF THE NORTHWEST
 FG0715'CORNER OF A WOODEN BRIDGE OVER BENS BRANCH, 27 FEET WEST OF THE
 FG0715'CENTERLINE OF THE BASS ROAD, 16 FEET SOUTHEAST OF THE CENTERLINE OF
 FG0715'THE MT. JUDEA ROAD, AND 74 FEET SOUTH OF A 17-INCH CEDAR TREE AND A
 FG0715'FENCE CORNER.  A STANDARD DISK, STAMPED B 146 1935 AND SET IN THE TOP
 FG0715'OF A CONCRETE POST.  NOTE-- GRADING IN AREA AND A LARGE TREE HAS BEEN
 FG0715'CUT DOWN OVER THE LOCATION OF THE BM.  IT IS POSSIBLE THAT BM IS UNDER
 FG0715'TREE.
 FG0715
 FG0715                          STATION RECOVERY (1976)
 FG0715
 FG0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0758 ***********************************************************************
 FG0758  DESIGNATION -  B 147
 FG0758  PID         -  FG0758
 FG0758  STATE/COUNTY-  AR/NEWTON
 FG0758  USGS QUAD   -  LURTON (1980)
 FG0758
 FG0758                         *CURRENT SURVEY CONTROL
 FG0758  ___________________________________________________________________
 FG0758* NAD 83(1986)-  35 45 11.     (N)    093 02 23.     (W)     SCALED    
 FG0758* NAVD 88     -       468.109  (meters)    1535.79   (feet)  ADJUSTED  
 FG0758  ___________________________________________________________________
 FG0758  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0758  DYNAMIC HT  -         467.652 (meters)    1534.29  (feet)  COMP
 FG0758  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 FG0758
 FG0758  VERT ORDER  -  SECOND    CLASS 0
 FG0758
 FG0758.The horizontal coordinates were scaled from a topographic map and have
 FG0758.an estimated accuracy of +/- 6 seconds.
 FG0758
 FG0758.The orthometric height was determined by differential leveling
 FG0758.and adjusted by the National Geodetic Survey in June 1991..
 FG0758
 FG0758.The geoid height was determined by GEOID03.
 FG0758
 FG0758.The dynamic height is computed by dividing the NAVD 88
 FG0758.geopotential number by the normal gravity value computed on the
 FG0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0758.degrees latitude (g = 980.6199 gals.).
 FG0758
 FG0758.The modeled gravity was interpolated from observed gravity values.
 FG0758
 FG0758;                    North         East    Units  Estimated Accuracy
 FG0758;SPC AR N     -   158,000.      305,970.      MT  (+/- 180 meters Scaled)
 FG0758
 FG0758                          SUPERSEDED SURVEY CONTROL
 FG0758
 FG0758  NGVD 29 (??/??/92)  468.014  (m)         1535.48   (f) ADJ UNCH    2 0
 FG0758
 FG0758.Superseded values are not recommended for survey control.
 FG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0758.See file dsdata.txt to determine how the superseded data were derived.
 FG0758
 FG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV964565(NAD 83)
 FG0758_MARKER: DB = BENCH MARK DISK
 FG0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0758_STAMPING: B 147 1935
 FG0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0758+STABILITY: SURFACE MOTION
 FG0758
 FG0758  HISTORY     - Date     Condition        Report By
 FG0758  HISTORY     - 1935     MONUMENTED       CGS
 FG0758  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0758
 FG0758                          STATION DESCRIPTION
 FG0758
 FG0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0758'3.1 MI E FROM LURTON.
 FG0758'3.1 MILES EAST ALONG THE RICHLAND CREEK ROAD FROM THE SCHOOL AT
 FG0758'LURTON, NEWTON COUNTY, 0.2 MILE SOUTHWEST OF THE LAURIE COX FARMHOUSE,
 FG0758'0.1 MILE NORTHEAST OF THE JUNCTION OF A CUT-OFF ROAD TO THE HIGHWAY,
 FG0758'25 FEET NORTH OF THE SOUTHEAST CORNER OF D. D. SAVAGE FIELD, 29 FEET
 FG0758'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 4 FEET EAST OF A FENCE. A
 FG0758'STANDARD DISK, STAMPED B 147 1935 AND SET IN THE TOP OF A CONCRETE
 FG0758'POST.
 FG0758
 FG0758                          STATION RECOVERY (1976)
 FG0758
 FG0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0658 ***********************************************************************
 FG0658  DESIGNATION -  B 148
 FG0658  PID         -  FG0658
 FG0658  STATE/COUNTY-  AR/POPE
 FG0658  USGS QUAD   -  TILLY (1980)
 FG0658
 FG0658                         *CURRENT SURVEY CONTROL
 FG0658  ___________________________________________________________________
 FG0658* NAD 83(1986)-  35 40 39.     (N)    092 50 58.     (W)     SCALED    
 FG0658* NAVD 88     -       590.283  (meters)    1936.62   (feet)  ADJUSTED  
 FG0658  ___________________________________________________________________
 FG0658  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0658  DYNAMIC HT  -         589.703 (meters)    1934.72  (feet)  COMP
 FG0658  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 FG0658
 FG0658  VERT ORDER  -  SECOND    CLASS 0
 FG0658
 FG0658.The horizontal coordinates were scaled from a topographic map and have
 FG0658.an estimated accuracy of +/- 6 seconds.
 FG0658
 FG0658.The orthometric height was determined by differential leveling
 FG0658.and adjusted by the National Geodetic Survey in June 1991..
 FG0658
 FG0658.The geoid height was determined by GEOID03.
 FG0658
 FG0658.The dynamic height is computed by dividing the NAVD 88
 FG0658.geopotential number by the normal gravity value computed on the
 FG0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0658.degrees latitude (g = 980.6199 gals.).
 FG0658
 FG0658.The modeled gravity was interpolated from observed gravity values.
 FG0658
 FG0658;                    North         East    Units  Estimated Accuracy
 FG0658;SPC AR N     -   149,460.      323,110.      MT  (+/- 180 meters Scaled)
 FG0658
 FG0658                          SUPERSEDED SURVEY CONTROL
 FG0658
 FG0658  NGVD 29 (??/??/92)  590.192  (m)         1936.32   (f) ADJ UNCH    2 0
 FG0658
 FG0658.Superseded values are not recommended for survey control.
 FG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0658.See file dsdata.txt to determine how the superseded data were derived.
 FG0658
 FG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV136481(NAD 83)
 FG0658_MARKER: DB = BENCH MARK DISK
 FG0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0658_STAMPING: B 148 1935
 FG0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0658+STABILITY: SURFACE MOTION
 FG0658
 FG0658  HISTORY     - Date     Condition        Report By
 FG0658  HISTORY     - 1935     MONUMENTED       CGS
 FG0658
 FG0658                          STATION DESCRIPTION
 FG0658
 FG0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0658'3.8 MI S FROM TILLY.
 FG0658'3.8 MILES SOUTH ALONG THE LOST CORNER ROAD FROM THE JUNCTION OF STATE
 FG0658'HIGHWAY 27 AT TILLY, POPE COUNTY, AT THE SUMMIT OF A HILL, 35 FEET
 FG0658'EAST OF THE CENTERLINE OF THE ROAD, AT A RIGHT-ANGLE CURVE, 240 FEET
 FG0658'NORTH OF A MAIL BOX AND A PATH LEADING EAST TO A FARMHOUSE, 48 FEET
 FG0658'EAST OF A SMALL HICKORY TREE AND A RAIL FENCE, 12 1/2 FEET NORTHWEST
 FG0658'OF A 6-INCH HICKORY TREE, AND 11 1/2 FEET SOUTHEAST OF A 6-INCH WHITE
 FG0658'OAK TREE.  A STANDARD DISK, STAMPED B 148 1935 AND SET IN THE TOP OF A
 FG0658'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0647 ***********************************************************************
 FG0647  DESIGNATION -  B 149
 FG0647  PID         -  FG0647
 FG0647  STATE/COUNTY-  AR/SEARCY
 FG0647  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0647
 FG0647                         *CURRENT SURVEY CONTROL
 FG0647  ___________________________________________________________________
 FG0647* NAD 83(1986)-  35 48 53.     (N)    092 51 32.     (W)     SCALED    
 FG0647* NAVD 88     -       584.287  (meters)    1916.95   (feet)  ADJUSTED  
 FG0647  ___________________________________________________________________
 FG0647  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FG0647  DYNAMIC HT  -         583.726 (meters)    1915.11  (feet)  COMP
 FG0647  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 FG0647
 FG0647  VERT ORDER  -  SECOND    CLASS 0
 FG0647
 FG0647.The horizontal coordinates were scaled from a topographic map and have
 FG0647.an estimated accuracy of +/- 6 seconds.
 FG0647
 FG0647.The orthometric height was determined by differential leveling
 FG0647.and adjusted by the National Geodetic Survey in June 1991..
 FG0647
 FG0647.The geoid height was determined by GEOID03.
 FG0647
 FG0647.The dynamic height is computed by dividing the NAVD 88
 FG0647.geopotential number by the normal gravity value computed on the
 FG0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0647.degrees latitude (g = 980.6199 gals.).
 FG0647
 FG0647.The modeled gravity was interpolated from observed gravity values.
 FG0647
 FG0647;                    North         East    Units  Estimated Accuracy
 FG0647;SPC AR N     -   164,690.      322,380.      MT  (+/- 180 meters Scaled)
 FG0647
 FG0647                          SUPERSEDED SURVEY CONTROL
 FG0647
 FG0647  NGVD 29 (??/??/92)  584.187  (m)         1916.62   (f) ADJ UNCH    2 0
 FG0647
 FG0647.Superseded values are not recommended for survey control.
 FG0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0647.See file dsdata.txt to determine how the superseded data were derived.
 FG0647
 FG0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV127634(NAD 83)
 FG0647_MARKER: DB = BENCH MARK DISK
 FG0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0647_STAMPING: B 149 1935
 FG0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0647+STABILITY: SURFACE MOTION
 FG0647
 FG0647  HISTORY     - Date     Condition        Report By
 FG0647  HISTORY     - 1935     MONUMENTED       CGS
 FG0647
 FG0647                          STATION DESCRIPTION
 FG0647
 FG0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0647'IN MAGIC SPRINGS.
 FG0647'AT MAGIC SPRINGS, SEARCY COUNTY, 41 FEET NORTHWEST OF THE NORTHWEST
 FG0647'CORNER OF THE ROB SULLIN RESIDENCE, 40 FEET SOUTHEAST OF THE
 FG0647'CENTERLINE OF THE WITT SPRINGS-SNOWBALL ROAD, 28 FEET EAST OF A WELL
 FG0647'IN A WELL-HOUSE, 22 FEET SOUTHWEST OF THE POST OFFICE, AND 3 FEET
 FG0647'NORTHEAST OF A GATE.  A STANDARD DISK, STAMPED B 149 1935 AND SET IN
 FG0647'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0742 ***********************************************************************
 EJ0742  DESIGNATION -  B 152
 EJ0742  PID         -  EJ0742
 EJ0742  STATE/COUNTY-  AR/HOT SPRING
 EJ0742  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0742
 EJ0742                         *CURRENT SURVEY CONTROL
 EJ0742  ___________________________________________________________________
 EJ0742* NAD 83(1986)-  34 15 23.     (N)    092 57 47.     (W)     SCALED    
 EJ0742* NAVD 88     -        80.756  (meters)     264.95   (feet)  ADJUSTED  
 EJ0742  ___________________________________________________________________
 EJ0742  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EJ0742  DYNAMIC HT  -          80.677 (meters)     264.69  (feet)  COMP
 EJ0742  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 EJ0742
 EJ0742  VERT ORDER  -  SECOND    CLASS 0
 EJ0742
 EJ0742.The horizontal coordinates were scaled from a topographic map and have
 EJ0742.an estimated accuracy of +/- 6 seconds.
 EJ0742
 EJ0742.The orthometric height was determined by differential leveling
 EJ0742.and adjusted by the National Geodetic Survey in June 1991..
 EJ0742
 EJ0742.The geoid height was determined by GEOID03.
 EJ0742
 EJ0742.The dynamic height is computed by dividing the NAVD 88
 EJ0742.geopotential number by the normal gravity value computed on the
 EJ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0742.degrees latitude (g = 980.6199 gals.).
 EJ0742
 EJ0742.The modeled gravity was interpolated from observed gravity values.
 EJ0742
 EJ0742;                    North         East    Units  Estimated Accuracy
 EJ0742;SPC AR S     -   576,740.      311,300.      MT  (+/- 180 meters Scaled)
 EJ0742
 EJ0742                          SUPERSEDED SURVEY CONTROL
 EJ0742
 EJ0742  NGVD 29 (??/??/92)   80.77   (m)          265.0    (f) COMPUTED    2 0
 EJ0742
 EJ0742.Superseded values are not recommended for survey control.
 EJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0742.See file dsdata.txt to determine how the superseded data were derived.
 EJ0742
 EJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT034905(NAD 83)
 EJ0742_MARKER: DB = BENCH MARK DISK
 EJ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0742_STAMPING: B 152 1935
 EJ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0742+STABILITY: SURFACE MOTION
 EJ0742
 EJ0742  HISTORY     - Date     Condition        Report By
 EJ0742  HISTORY     - 1935     MONUMENTED       CGS
 EJ0742
 EJ0742                          STATION DESCRIPTION
 EJ0742
 EJ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0742'4.2 MI NW FROM DONALDSON.
 EJ0742'4.2 MILES NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ0742'DONALDSON, ALONG OLD MILITARY ROAD, 1.5 MILES NORTH OF THE JUNCTION
 EJ0742'WITH U.S. HIGHWAY 67, AT THE MIDWAY SCHOOL, 165 FEET SOUTHWEST OF THE
 EJ0742'SOUTHWEST CORNER OF THE BUILDING, 86 FEET EAST OF THE CENTERLINE OF
 EJ0742'THE ROAD, AND 14.7 FEET WEST OF A WELL.  A STANDARD DISK, STAMPED B
 EJ0742'152 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0457 ***********************************************************************
 GF0457  DESIGNATION -  B 156
 GF0457  PID         -  GF0457
 GF0457  STATE/COUNTY-  AR/MADISON
 GF0457  USGS QUAD   -  KINGSTON (1973)
 GF0457
 GF0457                         *CURRENT SURVEY CONTROL
 GF0457  ___________________________________________________________________
 GF0457* NAD 83(1986)-  36 03 18.     (N)    093 30 28.     (W)     SCALED    
 GF0457* NAVD 88     -       426.328  (meters)    1398.71   (feet)  ADJUSTED  
 GF0457  ___________________________________________________________________
 GF0457  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GF0457  DYNAMIC HT  -         425.937 (meters)    1397.43  (feet)  COMP
 GF0457  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GF0457
 GF0457  VERT ORDER  -  SECOND    CLASS 0
 GF0457
 GF0457.The horizontal coordinates were scaled from a topographic map and have
 GF0457.an estimated accuracy of +/- 6 seconds.
 GF0457
 GF0457.The orthometric height was determined by differential leveling
 GF0457.and adjusted by the National Geodetic Survey in June 1991..
 GF0457
 GF0457.The geoid height was determined by GEOID03.
 GF0457
 GF0457.The dynamic height is computed by dividing the NAVD 88
 GF0457.geopotential number by the normal gravity value computed on the
 GF0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0457.degrees latitude (g = 980.6199 gals.).
 GF0457
 GF0457.The modeled gravity was interpolated from observed gravity values.
 GF0457
 GF0457;                    North         East    Units  Estimated Accuracy
 GF0457;SPC AR N     -   192,050.      264,160.      MT  (+/- 180 meters Scaled)
 GF0457
 GF0457                          SUPERSEDED SURVEY CONTROL
 GF0457
 GF0457  NGVD 29 (??/??/92)  426.214  (m)         1398.34   (f) ADJ UNCH    2 0
 GF0457
 GF0457.Superseded values are not recommended for survey control.
 GF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0457.See file dsdata.txt to determine how the superseded data were derived.
 GF0457
 GF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV542901(NAD 83)
 GF0457_MARKER: DB = BENCH MARK DISK
 GF0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0457_STAMPING: B 156 1935
 GF0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0457+STABILITY: SURFACE MOTION
 GF0457
 GF0457  HISTORY     - Date     Condition        Report By
 GF0457  HISTORY     - 1935     MONUMENTED       CGS
 GF0457  HISTORY     - 1935     GOOD             NGS
 GF0457  HISTORY     - 1987     GOOD             USPSQD
 GF0457  HISTORY     - 1989     GOOD             USPSQD
 GF0457
 GF0457                          STATION DESCRIPTION
 GF0457
 GF0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0457'0.8 MI E FROM KINGSTON.
 GF0457'0.8 MILE EAST ALONG STATE HIGHWAY 21 FROM THE MAXWELL CREEK
 GF0457'BRIDGE AT KINGSTON, MADISON COUNTY, 115 FEET SOUTH OF A ROAD
 GF0457'JUNCTION, 63 FEET WEST OF THE SOUTHWEST CORNER OF THE WILL VAUGHN
 GF0457'FARMHOUSE ON THE STELLIE SEAL FARM, 30 FEET EAST OF THE CENTERLINE
 GF0457'OF THE HIGHWAY, 14 FEET EAST OF THE NORTHWEST CORNER OF A FENCE,
 GF0457'AND 2 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK,
 GF0457'STAMPED B 156 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0457
 GF0457                          STATION RECOVERY (1987)
 GF0457
 GF0457'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0457'RECOVERED IN GOOD CONDITION.
 GF0457
 GF0457                          STATION RECOVERY (1989)
 GF0457
 GF0457'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 GF0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0534 ***********************************************************************
 GF0534  DESIGNATION -  B 157
 GF0534  PID         -  GF0534
 GF0534  STATE/COUNTY-  AR/CARROLL
 GF0534  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0534
 GF0534                         *CURRENT SURVEY CONTROL
 GF0534  ___________________________________________________________________
 GF0534* NAD 83(1986)-  36 23 53.     (N)    093 42 00.     (W)     SCALED    
 GF0534* NAVD 88     -       465.762  (meters)    1528.09   (feet)  ADJUSTED  
 GF0534  ___________________________________________________________________
 GF0534  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0534  DYNAMIC HT  -         465.348 (meters)    1526.73  (feet)  COMP
 GF0534  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GF0534
 GF0534  VERT ORDER  -  SECOND    CLASS 0
 GF0534
 GF0534.The horizontal coordinates were scaled from a topographic map and have
 GF0534.an estimated accuracy of +/- 6 seconds.
 GF0534
 GF0534.The orthometric height was determined by differential leveling
 GF0534.and adjusted by the National Geodetic Survey in June 1991..
 GF0534
 GF0534.The geoid height was determined by GEOID03.
 GF0534
 GF0534.The dynamic height is computed by dividing the NAVD 88
 GF0534.geopotential number by the normal gravity value computed on the
 GF0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0534.degrees latitude (g = 980.6199 gals.).
 GF0534
 GF0534.The modeled gravity was interpolated from observed gravity values.
 GF0534
 GF0534;                    North         East    Units  Estimated Accuracy
 GF0534;SPC AR N     -   230,390.      247,500.      MT  (+/- 180 meters Scaled)
 GF0534
 GF0534                          SUPERSEDED SURVEY CONTROL
 GF0534
 GF0534  NGVD 29 (??/??/92)  465.618  (m)         1527.62   (f) ADJ UNCH    2 0
 GF0534
 GF0534.Superseded values are not recommended for survey control.
 GF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0534.See file dsdata.txt to determine how the superseded data were derived.
 GF0534
 GF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA372283(NAD 83)
 GF0534_MARKER: DB = BENCH MARK DISK
 GF0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0534_STAMPING: B 157 1935
 GF0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0534+STABILITY: SURFACE MOTION
 GF0534
 GF0534  HISTORY     - Date     Condition        Report By
 GF0534  HISTORY     - 1935     MONUMENTED       CGS
 GF0534  HISTORY     - 1987     GOOD             USPSQD
 GF0534  HISTORY     - 1987     GOOD             USPSQD
 GF0534  HISTORY     - 1988     GOOD             USPSQD
 GF0534  HISTORY     - 1989     GOOD             USPSQD
 GF0534  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 GF0534
 GF0534                          STATION DESCRIPTION
 GF0534
 GF0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0534'3.9 MI E FROM EUREKA SPRINGS.
 GF0534'3.9 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CITY AUDITORIUM
 GF0534'AT EUREKA SPRINGS, CARROLL COUNTY, 225 FEET SOUTHEAST OF A SHARP
 GF0534'CURVE, 78.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE W.M.
 GF0534'STARK FARMHOUSE, 24 FEET NORTH OF A NORTHWEST FENCE CORNER,
 GF0534'41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF A
 GF0534'SOUTHWEST FENCE CORNER, AND 1 1/2 FEET WEST OF A FENCE.  A
 GF0534'STANDARD DISK, STAMPED B 157 1935 AND SET IN THE TOP OF A
 GF0534'CONCRETE POST.
 GF0534
 GF0534                          STATION RECOVERY (1987)
 GF0534
 GF0534'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0534'RECOVERED IN GOOD CONDITION.
 GF0534
 GF0534                          STATION RECOVERY (1987)
 GF0534
 GF0534'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0534'RECOVERED IN GOOD CONDITION.
 GF0534
 GF0534                          STATION RECOVERY (1988)
 GF0534
 GF0534'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0534'RECOVERED IN GOOD CONDITION.
 GF0534
 GF0534                          STATION RECOVERY (1989)
 GF0534
 GF0534'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GF0534'RECOVERED IN GOOD CONDITION.
 GF0534
 GF0534                          STATION RECOVERY (2004)
 GF0534
 GF0534'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 GF0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0427 ***********************************************************************
 GF0427  DESIGNATION -  B 158
 GF0427  PID         -  GF0427
 GF0427  STATE/COUNTY-  AR/CARROLL
 GF0427  USGS QUAD   -  OSAGE (1968)
 GF0427
 GF0427                         *CURRENT SURVEY CONTROL
 GF0427  ___________________________________________________________________
 GF0427* NAD 83(1986)-  36 12 49.     (N)    093 29 09.     (W)     SCALED    
 GF0427* NAVD 88     -       439.686  (meters)    1442.54   (feet)  ADJUSTED  
 GF0427  ___________________________________________________________________
 GF0427  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GF0427  DYNAMIC HT  -         439.285 (meters)    1441.22  (feet)  COMP
 GF0427  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 GF0427
 GF0427  VERT ORDER  -  SECOND    CLASS 0
 GF0427
 GF0427.The horizontal coordinates were scaled from a topographic map and have
 GF0427.an estimated accuracy of +/- 6 seconds.
 GF0427
 GF0427.The orthometric height was determined by differential leveling
 GF0427.and adjusted by the National Geodetic Survey in June 1991..
 GF0427
 GF0427.The geoid height was determined by GEOID03.
 GF0427
 GF0427.The dynamic height is computed by dividing the NAVD 88
 GF0427.geopotential number by the normal gravity value computed on the
 GF0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0427.degrees latitude (g = 980.6199 gals.).
 GF0427
 GF0427.The modeled gravity was interpolated from observed gravity values.
 GF0427
 GF0427;                    North         East    Units  Estimated Accuracy
 GF0427;SPC AR N     -   209,620.      266,400.      MT  (+/- 180 meters Scaled)
 GF0427
 GF0427                          SUPERSEDED SURVEY CONTROL
 GF0427
 GF0427  NGVD 29 (??/??/92)  439.556  (m)         1442.11   (f) ADJ UNCH    2 0
 GF0427
 GF0427.Superseded values are not recommended for survey control.
 GF0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0427.See file dsdata.txt to determine how the superseded data were derived.
 GF0427
 GF0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA563077(NAD 83)
 GF0427_MARKER: DB = BENCH MARK DISK
 GF0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0427_STAMPING: B 158 1935
 GF0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0427+STABILITY: SURFACE MOTION
 GF0427
 GF0427  HISTORY     - Date     Condition        Report By
 GF0427  HISTORY     - 1935     MONUMENTED       CGS
 GF0427  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0427
 GF0427                          STATION DESCRIPTION
 GF0427
 GF0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0427'0.7 MI SE FROM RUDD.
 GF0427'0.7 MILE SOUTHEAST ALONG THE RUDD-OSAGE ROAD FROM THE POST OFFICE
 GF0427'AT RUDD, CARROLL COUNTY, AT THE JUNCTION OF THE GREEN FOREST
 GF0427'ROAD, 0.1 MILE EAST OF A FARMHOUSE, 38 FEET NORTHEAST OF THE
 GF0427'CENTERLINE OF THE RUDD-OSAGE ROAD, AND 35 FEET SOUTHEAST OF THE
 GF0427'CENTERLINE OF THE GREEN FOREST ROAD.  A STANDARD DISK, STAMPED
 GF0427'B 158 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0427
 GF0427                          STATION RECOVERY (1965)
 GF0427
 GF0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1032 ***********************************************************************
 EJ1032  DESIGNATION -  B 159
 EJ1032  PID         -  EJ1032
 EJ1032  STATE/COUNTY-  AR/GARLAND
 EJ1032  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1032
 EJ1032                         *CURRENT SURVEY CONTROL
 EJ1032  ___________________________________________________________________
 EJ1032* NAD 83(1986)-  34 35 50.     (N)    093 24 41.     (W)     SCALED    
 EJ1032* NAVD 88     -       151.958  (meters)     498.55   (feet)  ADJUSTED  
 EJ1032  ___________________________________________________________________
 EJ1032  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EJ1032  DYNAMIC HT  -         151.806 (meters)     498.05  (feet)  COMP
 EJ1032  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 EJ1032
 EJ1032  VERT ORDER  -  SECOND    CLASS 0
 EJ1032
 EJ1032.The horizontal coordinates were scaled from a topographic map and have
 EJ1032.an estimated accuracy of +/- 6 seconds.
 EJ1032
 EJ1032.The orthometric height was determined by differential leveling
 EJ1032.and adjusted by the National Geodetic Survey in June 1991..
 EJ1032
 EJ1032.The geoid height was determined by GEOID03.
 EJ1032
 EJ1032.The dynamic height is computed by dividing the NAVD 88
 EJ1032.geopotential number by the normal gravity value computed on the
 EJ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1032.degrees latitude (g = 980.6199 gals.).
 EJ1032
 EJ1032.The modeled gravity was interpolated from observed gravity values.
 EJ1032
 EJ1032;                    North         East    Units  Estimated Accuracy
 EJ1032;SPC AR S     -   615,020.      270,540.      MT  (+/- 180 meters Scaled)
 EJ1032
 EJ1032                          SUPERSEDED SURVEY CONTROL
 EJ1032
 EJ1032  NGVD 29 (??/??/92)  151.917  (m)          498.41   (f) ADJ UNCH    2 0
 EJ1032
 EJ1032.Superseded values are not recommended for survey control.
 EJ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1032.See file dsdata.txt to determine how the superseded data were derived.
 EJ1032
 EJ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU622284(NAD 83)
 EJ1032_MARKER: DB = BENCH MARK DISK
 EJ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1032_STAMPING: B 159 1935
 EJ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1032+STABILITY: SURFACE MOTION
 EJ1032
 EJ1032  HISTORY     - Date     Condition        Report By
 EJ1032  HISTORY     - 1935     MONUMENTED       CGS
 EJ1032
 EJ1032                          STATION DESCRIPTION
 EJ1032
 EJ1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1032'4.6 MI SW FROM BUCKVILLE.
 EJ1032'4.6 MILES SOUTHWEST ALONG THE WOODVILLE SCHOOL ROAD FROM THE JUNCTION
 EJ1032'OF THE AVANT ROAD AT BUCKVILLE, GARLAND COUNTY, AT HOUSLEY FORD ACROSS
 EJ1032'OUACHITA RIVER, 1500 FEET NORTH OF THE SAM HOUSLEY FARMHOUSE, 225 FEET
 EJ1032'SOUTH OF THE SOUTH WATERS EDGE OF THE RIVER, 30 FEET SOUTHWEST OF THE
 EJ1032'CENTER LINE OF THE ROAD, 15.5 FEET SOUTH OF AN EAST FENCE CORNER, AND
 EJ1032'10.4 FEET SOUTHWEST OF THE CENTER OF A GATE.  A STANDARD DISK, STAMPED
 EJ1032'B 159 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1178 ***********************************************************************
 FF1178  DESIGNATION -  B 16
 FF1178  PID         -  FF1178
 FF1178  STATE/COUNTY-  AR/CROSS
 FF1178  USGS QUAD   -  TILTON (1980)
 FF1178
 FF1178                         *CURRENT SURVEY CONTROL
 FF1178  ___________________________________________________________________
 FF1178* NAD 83(1986)-  35 15 07.     (N)    091 01 46.     (W)     SCALED    
 FF1178* NAVD 88     -        66.189  (meters)     217.16   (feet)  ADJUSTED  
 FF1178  ___________________________________________________________________
 FF1178  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1178  DYNAMIC HT  -          66.129 (meters)     216.96  (feet)  COMP
 FF1178  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 FF1178
 FF1178  VERT ORDER  -  FIRST     CLASS II
 FF1178
 FF1178.The horizontal coordinates were scaled from a topographic map and have
 FF1178.an estimated accuracy of +/- 6 seconds.
 FF1178
 FF1178.The orthometric height was determined by differential leveling
 FF1178.and adjusted by the National Geodetic Survey in June 1991..
 FF1178.WARNING-Repeat measurements at this control monument indicate possible
 FF1178.vertical movement.
 FF1178
 FF1178.The geoid height was determined by GEOID03.
 FF1178
 FF1178.The dynamic height is computed by dividing the NAVD 88
 FF1178.geopotential number by the normal gravity value computed on the
 FF1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1178.degrees latitude (g = 980.6199 gals.).
 FF1178
 FF1178.The modeled gravity was interpolated from observed gravity values.
 FF1178
 FF1178;                    North         East    Units  Estimated Accuracy
 FF1178;SPC AR N     -   102,350.      488,320.      MT  (+/- 180 meters Scaled)
 FF1178
 FF1178                          SUPERSEDED SURVEY CONTROL
 FF1178
 FF1178  NGVD 29 (??/??/??)   66.153  (m)          217.04   (f) ADJUSTED    1 2
 FF1178
 FF1178.Superseded values are not recommended for survey control.
 FF1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1178.See file dsdata.txt to determine how the superseded data were derived.
 FF1178
 FF1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV792027(NAD 83)
 FF1178_MARKER: DB = BENCH MARK DISK
 FF1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1178_STAMPING: 216.936 B 16 1932
 FF1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1178+STABILITY: SURFACE MOTION
 FF1178
 FF1178  HISTORY     - Date     Condition        Report By
 FF1178  HISTORY     - 1932     MONUMENTED       CGS
 FF1178  HISTORY     - 1956     GOOD             CGS
 FF1178  HISTORY     - 20030612 MARK NOT FOUND   USACE
 FF1178
 FF1178                          STATION DESCRIPTION
 FF1178
 FF1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1178'0.6 MI N FROM FAIROAKS.
 FF1178'0.6 MILE NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1178'THE STATION AT FAIROAKS, ABOUT 47 YARDS SOUTH-SOUTHEAST OF MILE
 FF1178'POST 172, 43 1/2 FEET NORTHEAST OF TELEPHONE POLE NO. 172/01,
 FF1178'46 1/2 FEET EAST OF EAST RAIL, AT CROSSING OF U.S. HIGHWAY 64,
 FF1178'68 FEET NORTH OF CENTER LINE OF HIGHWAY 64, 31 FEET WEST OF
 FF1178'CENTER LINE OF STATE HIGHWAY 39 LEADING NORTH, 62 1/2 FEET
 FF1178'NORTHEAST OF NORTHEAST CORNER OF CONCRETE BASE OF CROSSING WARNING
 FF1178'SIGNAL LIGHT, 40 1/2 FEET EAST-NORTHEAST OF EAST END OF A 30-INCH
 FF1178'PIPE CULVERT UNDER TRACK, 1/2 FOOT EAST OF A FENCE LINE, 2 FEET
 FF1178'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL
 FF1178'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FF1178'INCHES.
 FF1178
 FF1178                          STATION RECOVERY (2003)
 FF1178
 FF1178'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2200 ***********************************************************************
 EH2200  DESIGNATION -  B 16
 EH2200  PID         -  EH2200
 EH2200  STATE/COUNTY-  AR/PRAIRIE
 EH2200  USGS QUAD   -  HAZEN (1994)
 EH2200
 EH2200                         *CURRENT SURVEY CONTROL
 EH2200  ___________________________________________________________________
 EH2200* NAD 83(1986)-  34 46 40.     (N)    091 36 18.     (W)     SCALED    
 EH2200* NAVD 88     -        70.252  (meters)     230.49   (feet)  ADJUSTED  
 EH2200  ___________________________________________________________________
 EH2200  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2200  DYNAMIC HT  -          70.186 (meters)     230.27  (feet)  COMP
 EH2200  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 EH2200
 EH2200  VERT ORDER  -  FIRST     CLASS II
 EH2200
 EH2200.The horizontal coordinates were scaled from a topographic map and have
 EH2200.an estimated accuracy of +/- 6 seconds.
 EH2200
 EH2200.The orthometric height was determined by differential leveling
 EH2200.and adjusted by the National Geodetic Survey in June 1991..
 EH2200
 EH2200.The geoid height was determined by GEOID03.
 EH2200
 EH2200.The dynamic height is computed by dividing the NAVD 88
 EH2200.geopotential number by the normal gravity value computed on the
 EH2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2200.degrees latitude (g = 980.6199 gals.).
 EH2200
 EH2200.The modeled gravity was interpolated from observed gravity values.
 EH2200
 EH2200;                    North         East    Units  Estimated Accuracy
 EH2200;SPC AR S     -   634,230.      436,160.      MT  (+/- 180 meters Scaled)
 EH2200
 EH2200                          SUPERSEDED SURVEY CONTROL
 EH2200
 EH2200  NGVD 29 (??/??/??)   70.260  (m)          230.51   (f) ADJUSTED    1 2
 EH2200
 EH2200.Superseded values are not recommended for survey control.
 EH2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2200.See file dsdata.txt to determine how the superseded data were derived.
 EH2200
 EH2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU276492(NAD 83)
 EH2200_MARKER: Q = CHISELED SQUARE
 EH2200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2200_SP_SET: WELL CASING
 EH2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2200
 EH2200  HISTORY     - Date     Condition        Report By
 EH2200  HISTORY     - UNK      MONUMENTED       USGS
 EH2200  HISTORY     - 1954     GOOD             CGS
 EH2200
 EH2200                          STATION DESCRIPTION
 EH2200
 EH2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2200'1.65 MI W FROM HAZEN.
 EH2200'1.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2200'FROM THE STATION AT HAZEN, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD,
 EH2200'87 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET EAST OF THE EAST
 EH2200'SIDE OF A SHEET METAL BUILDING, THE HIGH POINT OF A CHISELED SQUARE ON
 EH2200'THE TOP OF A  STEEL DECK PLATE WHICH IS WELDED ON THE TOP OF AN 18
 EH2200'INCH STEEL WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0834 ***********************************************************************
 EJ0834  DESIGNATION -  B 161
 EJ0834  PID         -  EJ0834
 EJ0834  STATE/COUNTY-  AR/PERRY
 EJ0834  USGS QUAD   -  APLIN (1984)
 EJ0834
 EJ0834                         *CURRENT SURVEY CONTROL
 EJ0834  ___________________________________________________________________
 EJ0834* NAD 83(1986)-  34 52 46.     (N)    092 55 10.     (W)     SCALED    
 EJ0834* NAVD 88     -       358.452  (meters)    1176.02   (feet)  ADJUSTED  
 EJ0834  ___________________________________________________________________
 EJ0834  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 EJ0834  DYNAMIC HT  -         358.095 (meters)    1174.85  (feet)  COMP
 EJ0834  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 EJ0834
 EJ0834  VERT ORDER  -  SECOND    CLASS 0
 EJ0834
 EJ0834.The horizontal coordinates were scaled from a topographic map and have
 EJ0834.an estimated accuracy of +/- 6 seconds.
 EJ0834
 EJ0834.The orthometric height was determined by differential leveling
 EJ0834.and adjusted by the National Geodetic Survey in June 1991..
 EJ0834
 EJ0834.The geoid height was determined by GEOID03.
 EJ0834
 EJ0834.The dynamic height is computed by dividing the NAVD 88
 EJ0834.geopotential number by the normal gravity value computed on the
 EJ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0834.degrees latitude (g = 980.6199 gals.).
 EJ0834
 EJ0834.The modeled gravity was interpolated from observed gravity values.
 EJ0834
 EJ0834;                    North         East    Units  Estimated Accuracy
 EJ0834;SPC AR N     -    60,980.      315,940.      MT  (+/- 180 meters Scaled)
 EJ0834
 EJ0834                          SUPERSEDED SURVEY CONTROL
 EJ0834
 EJ0834  NGVD 29 (??/??/92)  358.448  (m)         1176.01   (f) ADJ UNCH    2 0
 EJ0834
 EJ0834.Superseded values are not recommended for survey control.
 EJ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0834.See file dsdata.txt to determine how the superseded data were derived.
 EJ0834
 EJ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU073596(NAD 83)
 EJ0834_MARKER: DB = BENCH MARK DISK
 EJ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0834_STAMPING: B 161 1935
 EJ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0834+STABILITY: SURFACE MOTION
 EJ0834
 EJ0834  HISTORY     - Date     Condition        Report By
 EJ0834  HISTORY     - 1935     MONUMENTED       CGS
 EJ0834  HISTORY     - 1961     POOR             NGS
 EJ0834
 EJ0834                          STATION DESCRIPTION
 EJ0834
 EJ0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0834'11.5 MI SE FROM APLIN.
 EJ0834'11.5 MILES SOUTHEAST ALONG THE ROAD TO FLATSIDE PINNACLE FROM THE
 EJ0834'STEEL BRIDGE OVER ROCK CREEK AT APLIN, PERRY COUNTY, 2 MILES EAST OF
 EJ0834'THE JUNCTION OF THE HOLLIS-THORNBURG ROAD, 0.8 MILE NORTHWEST OF
 EJ0834'FLATSIDE PINNACLE, 0.3 MILE WEST OF A DIP IN THE ROAD AT THE WEST END
 EJ0834'OF A SHARP CURVE, 37 FEET EAST OF THE CENTER LINE OF A DRAINAGE DITCH,
 EJ0834'28.3 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 9.4 FEET SOUTHEAST
 EJ0834'OF A 12-INCH BLAZED OAK TREE.  A STANDARD DISK, STAMPED B 161 1935 AND
 EJ0834'SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM IS LEANING AT ABOUT A 45
 EJ0834'DEG ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0805 ***********************************************************************
 EJ0805  DESIGNATION -  B 162
 EJ0805  PID         -  EJ0805
 EJ0805  STATE/COUNTY-  AR/SALINE
 EJ0805  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ0805
 EJ0805                         *CURRENT SURVEY CONTROL
 EJ0805  ___________________________________________________________________
 EJ0805* NAD 83(1986)-  34 44 12.     (N)    092 53 06.     (W)     SCALED    
 EJ0805* NAVD 88     -       167.019  (meters)     547.96   (feet)  ADJUSTED  
 EJ0805  ___________________________________________________________________
 EJ0805  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EJ0805  DYNAMIC HT  -         166.856 (meters)     547.43  (feet)  COMP
 EJ0805  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 EJ0805
 EJ0805  VERT ORDER  -  SECOND    CLASS 0
 EJ0805
 EJ0805.The horizontal coordinates were scaled from a topographic map and have
 EJ0805.an estimated accuracy of +/- 6 seconds.
 EJ0805
 EJ0805.The orthometric height was determined by differential leveling
 EJ0805.and adjusted by the National Geodetic Survey in June 1991..
 EJ0805
 EJ0805.The geoid height was determined by GEOID03.
 EJ0805
 EJ0805.The dynamic height is computed by dividing the NAVD 88
 EJ0805.geopotential number by the normal gravity value computed on the
 EJ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0805.degrees latitude (g = 980.6199 gals.).
 EJ0805
 EJ0805.The modeled gravity was interpolated from observed gravity values.
 EJ0805
 EJ0805;                    North         East    Units  Estimated Accuracy
 EJ0805;SPC AR S     -   629,950.      318,950.      MT  (+/- 180 meters Scaled)
 EJ0805
 EJ0805                          SUPERSEDED SURVEY CONTROL
 EJ0805
 EJ0805  NGVD 29 (??/??/92)  167.022  (m)          547.97   (f) ADJ UNCH    2 0
 EJ0805
 EJ0805.Superseded values are not recommended for survey control.
 EJ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0805.See file dsdata.txt to determine how the superseded data were derived.
 EJ0805
 EJ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU105438(NAD 83)
 EJ0805_MARKER: DB = BENCH MARK DISK
 EJ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0805_STAMPING: B 162 1935
 EJ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0805+STABILITY: SURFACE MOTION
 EJ0805
 EJ0805  HISTORY     - Date     Condition        Report By
 EJ0805  HISTORY     - 1935     MONUMENTED       CGS
 EJ0805
 EJ0805                          STATION DESCRIPTION
 EJ0805
 EJ0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0805'6.1 MI S FROM REFORM.
 EJ0805'6.1 MILES SOUTH ALONG THE OLD LITTLE ROCK-MOUNT IDA ROAD FROM THE POST
 EJ0805'OFFICE AT REFORM, SALINE COUNTY, 0.9 MILE SOUTH OF A WOODEN BRIDGE
 EJ0805'OVER SALINE RIVER, 0.4 MILE NORTH OF A BRIDGE OVER ALUM CREEK, 125
 EJ0805'FEET SOUTH OF THE SOUTHWEST CORNER OF THE NEWTON SEARCY FARMHOUSE, 100
 EJ0805'FEET SOUTH OF THE SUMMIT OF A HILL, 18.5 FEET WEST OF THE CENTER LINE
 EJ0805'OF THE ROAD, AND AT THE JUNCTION OF A PRIVATE LANE LEADING EAST. A
 EJ0805'STANDARD DISK, STAMPED B 162 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0805'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1287 ***********************************************************************
 EJ1287  DESIGNATION -  B 163
 EJ1287  PID         -  EJ1287
 EJ1287  STATE/COUNTY-  AR/GARLAND
 EJ1287  USGS QUAD   -  BONNERDALE (1966)
 EJ1287
 EJ1287                         *CURRENT SURVEY CONTROL
 EJ1287  ___________________________________________________________________
 EJ1287* NAD 83(1986)-  34 24 43.     (N)    093 23 31.     (W)     SCALED    
 EJ1287* NAVD 88     -       199.085  (meters)     653.16   (feet)  ADJUSTED  
 EJ1287  ___________________________________________________________________
 EJ1287  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EJ1287  DYNAMIC HT  -         198.885 (meters)     652.51  (feet)  COMP
 EJ1287  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 EJ1287
 EJ1287  VERT ORDER  -  SECOND    CLASS 0
 EJ1287
 EJ1287.The horizontal coordinates were scaled from a topographic map and have
 EJ1287.an estimated accuracy of +/- 6 seconds.
 EJ1287
 EJ1287.The orthometric height was determined by differential leveling
 EJ1287.and adjusted by the National Geodetic Survey in June 1991..
 EJ1287
 EJ1287.The geoid height was determined by GEOID03.
 EJ1287
 EJ1287.The dynamic height is computed by dividing the NAVD 88
 EJ1287.geopotential number by the normal gravity value computed on the
 EJ1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1287.degrees latitude (g = 980.6199 gals.).
 EJ1287
 EJ1287.The modeled gravity was interpolated from observed gravity values.
 EJ1287
 EJ1287;                    North         East    Units  Estimated Accuracy
 EJ1287;SPC AR S     -   594,450.      272,040.      MT  (+/- 180 meters Scaled)
 EJ1287
 EJ1287                          SUPERSEDED SURVEY CONTROL
 EJ1287
 EJ1287  NGVD 29 (??/??/92)  199.059  (m)          653.08   (f) ADJ UNCH    2 0
 EJ1287
 EJ1287.Superseded values are not recommended for survey control.
 EJ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1287.See file dsdata.txt to determine how the superseded data were derived.
 EJ1287
 EJ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU639079(NAD 83)
 EJ1287_MARKER: DB = BENCH MARK DISK
 EJ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1287_STAMPING: B 163 1935
 EJ1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1287+STABILITY: SURFACE MOTION
 EJ1287
 EJ1287  HISTORY     - Date     Condition        Report By
 EJ1287  HISTORY     - 1935     MONUMENTED       CGS
 EJ1287  HISTORY     - 1964     MARK NOT FOUND   USGS
 EJ1287  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1287
 EJ1287                          STATION DESCRIPTION
 EJ1287
 EJ1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1287'2.1 MI N FROM BONNERDALE.
 EJ1287'IN GARLAND COUNTY, 2.1 MILES NORTH ALONG THE MAZARN CREEK ROAD FROM
 EJ1287'BONNERDALE, HOT SPRING COUNTY, 0.7 MILE SOUTH OF A FORD ACROSS MAZARN
 EJ1287'CREEK, 0.5 MILE NORTHEAST OF A ROAD INTERSECTION, 0.5 MILE NORTHEAST
 EJ1287'OF AN ABANDONED CONCRETE BUILDING, 0.4 MILE SOUTH OF A FARMHOUSE, 23.5
 EJ1287'FEET NORTHWEST OF THE WEST END OF A WOODEN BRIDGE, 22.4 FEET WEST OF
 EJ1287'THE CENTER LINE OF THE ROAD LEADING NORTHEAST TO ALAMO SCHOOL, AND IN
 EJ1287'THE MIDDLE OF AN OLD BORROW PIT ON THE SOUTHEAST SLOPE OF A HILL. A
 EJ1287'STANDARD DISK, STAMPED B 163 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1287'POST.
 EJ1287
 EJ1287                          STATION RECOVERY (1964)
 EJ1287
 EJ1287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EJ1287'MARK NOT FOUND.
 EJ1287
 EJ1287                          STATION RECOVERY (1998)
 EJ1287
 EJ1287'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0076 ***********************************************************************
 FG0076  DESIGNATION -  B 164
 FG0076  PID         -  FG0076
 FG0076  STATE/COUNTY-  AR/VAN BUREN
 FG0076  USGS QUAD   -  OLD LEXINGTON (1973)
 FG0076
 FG0076                         *CURRENT SURVEY CONTROL
 FG0076  ___________________________________________________________________
 FG0076* NAD 83(1986)-  35 37 58.     (N)    092 24 44.     (W)     SCALED    
 FG0076* NAVD 88     -       340.712  (meters)    1117.82   (feet)  ADJUSTED  
 FG0076  ___________________________________________________________________
 FG0076  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FG0076  DYNAMIC HT  -         340.403 (meters)    1116.81  (feet)  COMP
 FG0076  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 FG0076
 FG0076  VERT ORDER  -  SECOND    CLASS 0
 FG0076
 FG0076.The horizontal coordinates were scaled from a topographic map and have
 FG0076.an estimated accuracy of +/- 6 seconds.
 FG0076
 FG0076.The orthometric height was determined by differential leveling
 FG0076.and adjusted by the National Geodetic Survey in June 1991..
 FG0076
 FG0076.The geoid height was determined by GEOID03.
 FG0076
 FG0076.The dynamic height is computed by dividing the NAVD 88
 FG0076.geopotential number by the normal gravity value computed on the
 FG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0076.degrees latitude (g = 980.6199 gals.).
 FG0076
 FG0076.The modeled gravity was interpolated from observed gravity values.
 FG0076
 FG0076;                    North         East    Units  Estimated Accuracy
 FG0076;SPC AR N     -   144,240.      362,660.      MT  (+/- 180 meters Scaled)
 FG0076
 FG0076                          SUPERSEDED SURVEY CONTROL
 FG0076
 FG0076  NGVD 29 (??/??/92)  340.620  (m)         1117.52   (f) ADJ UNCH    2 0
 FG0076
 FG0076.Superseded values are not recommended for survey control.
 FG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0076.See file dsdata.txt to determine how the superseded data were derived.
 FG0076
 FG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV532433(NAD 83)
 FG0076_MARKER: DB = BENCH MARK DISK
 FG0076_SETTING: 80 = SET IN A BOULDER
 FG0076_SP_SET: SANDSTONE BOULDER
 FG0076_STAMPING: B 164 1935
 FG0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0076+STABILITY: SURFACE MOTION
 FG0076
 FG0076  HISTORY     - Date     Condition        Report By
 FG0076  HISTORY     - 1935     MONUMENTED       CGS
 FG0076
 FG0076                          STATION DESCRIPTION
 FG0076
 FG0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0076'3 MI E FROM CLINTON.
 FG0076'3 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE HIGHWAY
 FG0076'95 AND U. S. HIGHWAY 65 AT CLINTON, VAN BUREN COUNTY, 3.5 MILES NORTH
 FG0076'ALONG THE HOLLY MOUNTAIN ROAD, 110 FEET NORTHWEST OF THE NORTHWEST
 FG0076'CORNER OF THE CLARK WALLACE FARMHOUSE, 86 FEET WEST OF THE CENTERLINE
 FG0076'OF THE ROAD, 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CHICKEN
 FG0076'HOUSE, AND SET ON A 1-BY 14-BY 16-FOOT SANDSTONE BOULDER.  A STANDARD
 FG0076'DISK, STAMPED B 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1401 ***********************************************************************
 FF1401  DESIGNATION -  B 165
 FF1401  PID         -  FF1401
 FF1401  STATE/COUNTY-  AR/PRAIRIE
 FF1401  USGS QUAD   -  JASMINE (1994)
 FF1401
 FF1401                         *CURRENT SURVEY CONTROL
 FF1401  ___________________________________________________________________
 FF1401* NAD 83(1986)-  35 03 05.     (N)    091 34 18.     (W)     SCALED    
 FF1401* NAVD 88     -        60.237  (meters)     197.63   (feet)  ADJUSTED  
 FF1401  ___________________________________________________________________
 FF1401  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF1401  DYNAMIC HT  -          60.182 (meters)     197.45  (feet)  COMP
 FF1401  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FF1401
 FF1401  VERT ORDER  -  FIRST     CLASS II
 FF1401
 FF1401.The horizontal coordinates were scaled from a topographic map and have
 FF1401.an estimated accuracy of +/- 6 seconds.
 FF1401
 FF1401.The orthometric height was determined by differential leveling
 FF1401.and adjusted by the National Geodetic Survey in June 1991..
 FF1401
 FF1401.The geoid height was determined by GEOID03.
 FF1401
 FF1401.The dynamic height is computed by dividing the NAVD 88
 FF1401.geopotential number by the normal gravity value computed on the
 FF1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1401.degrees latitude (g = 980.6199 gals.).
 FF1401
 FF1401.The modeled gravity was interpolated from observed gravity values.
 FF1401
 FF1401;                    North         East    Units  Estimated Accuracy
 FF1401;SPC AR S     -   664,590.      439,080.      MT  (+/- 180 meters Scaled)
 FF1401
 FF1401                          SUPERSEDED SURVEY CONTROL
 FF1401
 FF1401  NGVD 29 (??/??/??)   60.223  (m)          197.58   (f) ADJUSTED    1 2
 FF1401
 FF1401.Superseded values are not recommended for survey control.
 FF1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1401.See file dsdata.txt to determine how the superseded data were derived.
 FF1401
 FF1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU302796(NAD 83)
 FF1401_MARKER: DB = BENCH MARK DISK
 FF1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1401_STAMPING: B 165 1955
 FF1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1401+STABILITY: SURFACE MOTION
 FF1401
 FF1401  HISTORY     - Date     Condition        Report By
 FF1401  HISTORY     - 1955     MONUMENTED       CGS
 FF1401  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1401
 FF1401                          STATION DESCRIPTION
 FF1401
 FF1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1401'6.6 MI SE FROM GRIFFITHVILLE.
 FF1401'6.6 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1401'RAILROAD FROM THE STATION AT GRIFFITVHILLE, 71.4 FEET SOUTHWEST
 FF1401'OF THE SOUTHWEST RAIL, 35 FEET NORTHWEST OF A 10 INCH FORKED
 FF1401'CEDAR TREE, 17 FEET NORTH OF THE CENTER LINE OF A LANE LEADING
 FF1401'WEST, 17 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD,
 FF1401'7.5 FEET NORTHWEST OF A FENCE CORNER, 6 FEET NORTHWEST OF A
 FF1401'POWER POLE, 2.6 FEET NORTHEAST OF A FENCE, 2.3 FEET NORTHWEST
 FF1401'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FF1401'PROJECTS 0.6 FOOT ABOVE THE GROUND, 0.4 MILE NORTHWEST OF BENCH
 FF1401'MARK C 87.
 FF1401
 FF1401                          STATION RECOVERY (2003)
 FF1401
 FF1401'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0639 ***********************************************************************
 GE0639  DESIGNATION -  B 166
 GE0639  PID         -  GE0639
 GE0639  STATE/COUNTY-  AR/SHARP
 GE0639  USGS QUAD   -  EVENING SHADE (1961)
 GE0639
 GE0639                         *CURRENT SURVEY CONTROL
 GE0639  ___________________________________________________________________
 GE0639* NAD 83(1986)-  36 04 41.     (N)    091 36 43.     (W)     SCALED    
 GE0639* NAVD 88     -       148.887  (meters)     488.47   (feet)  ADJUSTED  
 GE0639  ___________________________________________________________________
 GE0639  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GE0639  DYNAMIC HT  -         148.760 (meters)     488.06  (feet)  COMP
 GE0639  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GE0639
 GE0639  VERT ORDER  -  SECOND    CLASS 0
 GE0639
 GE0639.The horizontal coordinates were scaled from a topographic map and have
 GE0639.an estimated accuracy of +/- 6 seconds.
 GE0639
 GE0639.The orthometric height was determined by differential leveling
 GE0639.and adjusted by the National Geodetic Survey in June 1991..
 GE0639
 GE0639.The geoid height was determined by GEOID03.
 GE0639
 GE0639.The dynamic height is computed by dividing the NAVD 88
 GE0639.geopotential number by the normal gravity value computed on the
 GE0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0639.degrees latitude (g = 980.6199 gals.).
 GE0639
 GE0639.The modeled gravity was interpolated from observed gravity values.
 GE0639
 GE0639;                    North         East    Units  Estimated Accuracy
 GE0639;SPC AR N     -   193,640.      434,950.      MT  (+/- 180 meters Scaled)
 GE0639
 GE0639                          SUPERSEDED SURVEY CONTROL
 GE0639
 GE0639  NGVD 29 (??/??/92)  148.796  (m)          488.17   (f) ADJ UNCH    2 0
 GE0639
 GE0639.Superseded values are not recommended for survey control.
 GE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0639.See file dsdata.txt to determine how the superseded data were derived.
 GE0639
 GE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV249934(NAD 83)
 GE0639_MARKER: DB = BENCH MARK DISK
 GE0639_SETTING: 66 = SET IN ROCK OUTCROP
 GE0639_SP_SET: ROCK OUTCROP
 GE0639_STAMPING: B 166 1955
 GE0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0639+STABILITY: POSITION/ELEVATION WELL
 GE0639
 GE0639  HISTORY     - Date     Condition        Report By
 GE0639  HISTORY     - 1955     MONUMENTED       CGS
 GE0639
 GE0639                          STATION DESCRIPTION
 GE0639
 GE0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0639'0.8 MI NE FROM EVENING SHADE.
 GE0639'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0639'EVENING SHADE, THENCE 0.55 MILE NORTH ALONG STATE HIGHWAY 11,
 GE0639'0.2 MILE NORTHEAST OF A CURVE IN THE HIGHWAY, 0.2 MILE SOUTH OF
 GE0639'A CONCRETE BRIDGE OVER PINEY CREEK, 60 FEET SOUTHEAST OF THE
 GE0639'CENTER LINE OF THE HIGHWAY, 40 FEET SOUTHEAST OF THE NORTHEAST
 GE0639'END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT, 2.5 FEET
 GE0639'NORTHWEST OF A FENCE, 8 FEET BELOW THE LEVEL OF THE HIGHWAY,
 GE0639'1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 5 X 6 FOOT
 GE0639'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0634 ***********************************************************************
 GE0634  DESIGNATION -  B 167
 GE0634  PID         -  GE0634
 GE0634  STATE/COUNTY-  AR/SHARP
 GE0634  USGS QUAD   -  EVENING SHADE (1961)
 GE0634
 GE0634                         *CURRENT SURVEY CONTROL
 GE0634  ___________________________________________________________________
 GE0634* NAD 83(1986)-  36 06 25.     (N)    091 36 25.     (W)     SCALED    
 GE0634* NAVD 88     -       180.321  (meters)     591.60   (feet)  ADJUSTED  
 GE0634  ___________________________________________________________________
 GE0634  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GE0634  DYNAMIC HT  -         180.168 (meters)     591.10  (feet)  COMP
 GE0634  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GE0634
 GE0634  VERT ORDER  -  SECOND    CLASS 0
 GE0634
 GE0634.The horizontal coordinates were scaled from a topographic map and have
 GE0634.an estimated accuracy of +/- 6 seconds.
 GE0634
 GE0634.The orthometric height was determined by differential leveling
 GE0634.and adjusted by the National Geodetic Survey in June 1991..
 GE0634
 GE0634.The geoid height was determined by GEOID03.
 GE0634
 GE0634.The dynamic height is computed by dividing the NAVD 88
 GE0634.geopotential number by the normal gravity value computed on the
 GE0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0634.degrees latitude (g = 980.6199 gals.).
 GE0634
 GE0634.The modeled gravity was interpolated from observed gravity values.
 GE0634
 GE0634;                    North         East    Units  Estimated Accuracy
 GE0634;SPC AR N     -   196,840.      435,390.      MT  (+/- 180 meters Scaled)
 GE0634
 GE0634                          SUPERSEDED SURVEY CONTROL
 GE0634
 GE0634  NGVD 29 (??/??/92)  180.225  (m)          591.29   (f) ADJ UNCH    2 0
 GE0634
 GE0634.Superseded values are not recommended for survey control.
 GE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0634.See file dsdata.txt to determine how the superseded data were derived.
 GE0634
 GE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV253967(NAD 83)
 GE0634_MARKER: DB = BENCH MARK DISK
 GE0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0634_SP_SET: CULVERT
 GE0634_STAMPING: B 167 1955
 GE0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0634
 GE0634  HISTORY     - Date     Condition        Report By
 GE0634  HISTORY     - 1955     MONUMENTED       CGS
 GE0634
 GE0634                          STATION DESCRIPTION
 GE0634
 GE0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0634'3 MI N FROM EVENING SHADE.
 GE0634'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0634'EVENING SHADE, THENCE 2.8 MILES NORTH ALONG STATE HIGHWAY 11,
 GE0634'0.2 MILE SOUTHWEST OF THE TOP OF A HILL, 0.1 MILE NORTH OF A
 GE0634'LARGE TWO STORY BRICK HOUSE, 20 FEET NORTHEAST OF THE CENTER
 GE0634'LINE OF A PRIVATE DRIVEWAY, 21 FEET NORTHWEST OF THE CENTER LINE
 GE0634'OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE NORTHWEST
 GE0634'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1151 ***********************************************************************
 EH1151  DESIGNATION -  B 168
 EH1151  PID         -  EH1151
 EH1151  STATE/COUNTY-  AR/MONROE
 EH1151  USGS QUAD   -  BRINKLEY (1971)
 EH1151
 EH1151                         *CURRENT SURVEY CONTROL
 EH1151  ___________________________________________________________________
 EH1151* NAD 83(1986)-  34 53 48.     (N)    091 09 39.     (W)     SCALED    
 EH1151* NAVD 88     -        57.881  (meters)     189.90   (feet)  ADJUSTED  
 EH1151  ___________________________________________________________________
 EH1151  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1151  DYNAMIC HT  -          57.828 (meters)     189.72  (feet)  COMP
 EH1151  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 EH1151
 EH1151  VERT ORDER  -  FIRST     CLASS II
 EH1151
 EH1151.The horizontal coordinates were scaled from a topographic map and have
 EH1151.an estimated accuracy of +/- 6 seconds.
 EH1151
 EH1151.The orthometric height was determined by differential leveling
 EH1151.and adjusted by the National Geodetic Survey in June 1991..
 EH1151
 EH1151.The geoid height was determined by GEOID03.
 EH1151
 EH1151.The dynamic height is computed by dividing the NAVD 88
 EH1151.geopotential number by the normal gravity value computed on the
 EH1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1151.degrees latitude (g = 980.6199 gals.).
 EH1151
 EH1151.The modeled gravity was interpolated from observed gravity values.
 EH1151
 EH1151;                    North         East    Units  Estimated Accuracy
 EH1151;SPC AR S     -   647,660.      476,700.      MT  (+/- 180 meters Scaled)
 EH1151
 EH1151                          SUPERSEDED SURVEY CONTROL
 EH1151
 EH1151  NGVD 29 (??/??/??)   57.881  (m)          189.90   (f) ADJUSTED    1 2
 EH1151
 EH1151.Superseded values are not recommended for survey control.
 EH1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1151.See file dsdata.txt to determine how the superseded data were derived.
 EH1151
 EH1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU680631(NAD 83)
 EH1151_MARKER: DB = BENCH MARK DISK
 EH1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1151_STAMPING: B 168 1955
 EH1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1151+STABILITY: SURFACE MOTION
 EH1151
 EH1151  HISTORY     - Date     Condition        Report By
 EH1151  HISTORY     - 1955     MONUMENTED       CGS
 EH1151
 EH1151                          STATION DESCRIPTION
 EH1151
 EH1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1151'1.75 MI NE FROM BRINKLEY.
 EH1151'ABOUT 1.75 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1151'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 0.45 MILE SOUTHWEST
 EH1151'OF MILE POLE 67, ABOUT 145 YARDS SOUTHWEST OF A PRIVATE ROAD CROSSING,
 EH1151'ABOUT 60 YARDS NORTHEAST OF A PRIVATE ROAD CROSSING, 45 FEET SOUTHEAST
 EH1151'OF SOUTHEAST RIAL, 3.6 FEET EAST OF THE SOUTHEAST POLE OF TWIN POLE
 EH1151'NO. 2860, 136 FEET WEST-NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 70
 EH1151'AND ON THE OUTSIDE OF A CURVE IN HIGHWAY, ABOUT 4 1/2 FEET BELOW LEVEL
 EH1151'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1156 ***********************************************************************
 EH1156  DESIGNATION -  B 169
 EH1156  PID         -  EH1156
 EH1156  STATE/COUNTY-  AR/MONROE
 EH1156  USGS QUAD   -  BRINKLEY (1971)
 EH1156
 EH1156                         *CURRENT SURVEY CONTROL
 EH1156  ___________________________________________________________________
 EH1156* NAD 83(1986)-  34 54 26.     (N)    091 07 32.     (W)     SCALED    
 EH1156* NAVD 88     -        58.491  (meters)     191.90   (feet)  ADJUSTED  
 EH1156  ___________________________________________________________________
 EH1156  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1156  DYNAMIC HT  -          58.438 (meters)     191.73  (feet)  COMP
 EH1156  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 EH1156
 EH1156  VERT ORDER  -  FIRST     CLASS II
 EH1156
 EH1156.The horizontal coordinates were scaled from a topographic map and have
 EH1156.an estimated accuracy of +/- 6 seconds.
 EH1156
 EH1156.The orthometric height was determined by differential leveling
 EH1156.and adjusted by the National Geodetic Survey in June 1991..
 EH1156
 EH1156.The geoid height was determined by GEOID03.
 EH1156
 EH1156.The dynamic height is computed by dividing the NAVD 88
 EH1156.geopotential number by the normal gravity value computed on the
 EH1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1156.degrees latitude (g = 980.6199 gals.).
 EH1156
 EH1156.The modeled gravity was interpolated from observed gravity values.
 EH1156
 EH1156;                    North         East    Units  Estimated Accuracy
 EH1156;SPC AR S     -   648,860.      479,920.      MT  (+/- 180 meters Scaled)
 EH1156
 EH1156                          SUPERSEDED SURVEY CONTROL
 EH1156
 EH1156  NGVD 29 (??/??/??)   58.491  (m)          191.90   (f) ADJUSTED    1 2
 EH1156
 EH1156.Superseded values are not recommended for survey control.
 EH1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1156.See file dsdata.txt to determine how the superseded data were derived.
 EH1156
 EH1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU712643(NAD 83)
 EH1156_MARKER: DB = BENCH MARK DISK
 EH1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1156_SP_SET: CULVERT
 EH1156_STAMPING: B 169 1955
 EH1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1156+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1156
 EH1156  HISTORY     - Date     Condition        Report By
 EH1156  HISTORY     - 1955     MONUMENTED       CGS
 EH1156  HISTORY     - 20030422 GOOD             USACE
 EH1156
 EH1156                          STATION DESCRIPTION
 EH1156
 EH1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1156'0.8 MI SW FROM WHEATLEY.
 EH1156'ABOUT 0.8 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1156'RAILROAD FROM THE STATION AT WHEATLEY, ABOUT 0.3 MILE SOUTHWEST OF
 EH1156'MILE POLE 65, ABOUT 20 YARDS SOUTHEAST OF THE TRACK, IN THE TOP OF
 EH1156'SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 3-FOOT CONCRETE CULVERT
 EH1156'UNDER U.S. HIGHWAY 70, 27 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 EH1156'ABOUT 6 FEET BELOW LEVEL OF TRACK AND ABOUT 1 FOOT BELOW LEVEL OF
 EH1156'HIGHWAY.
 EH1156
 EH1156                          STATION RECOVERY (2003)
 EH1156
 EH1156'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0525 ***********************************************************************
 GE0525  DESIGNATION -  B 17
 GE0525  PID         -  GE0525
 GE0525  STATE/COUNTY-  AR/FULTON
 GE0525  USGS QUAD   -  SALEM (1984)
 GE0525
 GE0525                         *CURRENT SURVEY CONTROL
 GE0525  ___________________________________________________________________
 GE0525* NAD 83(1997)-  36 22 02.67165(N)    091 49 22.65946(W)     ADJUSTED  
 GE0525* NAVD 88     -       201.941  (meters)     662.53   (feet)  ADJUSTED  
 GE0525  ___________________________________________________________________
 GE0525  X           -    -163,575.943 (meters)                     COMP
 GE0525  Y           -  -5,139,467.401 (meters)                     COMP
 GE0525  Z           -   3,761,200.035 (meters)                     COMP
 GE0525  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GE0525  ELLIP HEIGHT-         173.63  (meters)          (09/24/01) GPS OBS
 GE0525  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE0525  DYNAMIC HT  -         201.772 (meters)     661.98  (feet)  COMP
 GE0525  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 GE0525
 GE0525  HORZ ORDER  -  FIRST
 GE0525  VERT ORDER  -  SECOND    CLASS 0
 GE0525  ELLP ORDER  -  FOURTH    CLASS II
 GE0525
 GE0525.The horizontal coordinates were established by GPS observations
 GE0525.and adjusted by the National Geodetic Survey in September 1999..
 GE0525
 GE0525.The orthometric height was determined by differential leveling
 GE0525.and adjusted by the National Geodetic Survey in June 1991..
 GE0525
 GE0525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0525
 GE0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0525
 GE0525.The ellipsoidal height was determined by GPS observations
 GE0525.and is referenced to NAD 83.
 GE0525
 GE0525.The geoid height was determined by GEOID03.
 GE0525
 GE0525.The dynamic height is computed by dividing the NAVD 88
 GE0525.geopotential number by the normal gravity value computed on the
 GE0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0525.degrees latitude (g = 980.6199 gals.).
 GE0525
 GE0525.The modeled gravity was interpolated from observed gravity values.
 GE0525
 GE0525;                    North         East     Units Scale Factor Converg.
 GE0525;SPC AR N     -   225,688.119   415,888.579   MT  1.00002925   +0 06 10.9
 GE0525;SPC AR N     -   740,445.10  1,364,461.11   sFT  1.00002925   +0 06 10.9
 GE0525;UTM  15      - 4,025,343.887   605,591.704   MT  0.99973737   +0 41 52.8
 GE0525
 GE0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0525!SPC AR N     -   0.99997275  x   1.00002925  =   1.00000200
 GE0525!UTM  15      -   0.99997275  x   0.99973737  =   0.99971013
 GE0525
 GE0525                          SUPERSEDED SURVEY CONTROL
 GE0525
 GE0525  ELLIP H (09/14/99)  173.63   (m)                       GP(       ) 4 1
 GE0525  NAD 83(1986)-  36 22 02.68382(N)    091 49 22.66310(W) AD(       ) 1
 GE0525  NGVD 29 (??/??/92)  201.827  (m)          662.16   (f) ADJ UNCH    2 0
 GE0525
 GE0525.Superseded values are not recommended for survey control.
 GE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0525.See file dsdata.txt to determine how the superseded data were derived.
 GE0525
 GE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0559225344(NAD 83)
 GE0525_MARKER: DB = BENCH MARK DISK
 GE0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0525_SP_SET: CONCRETE POST
 GE0525_STAMPING: B 17 1932 662.161
 GE0525_MARK LOGO: CGS   
 GE0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0525+STABILITY: SURFACE MOTION
 GE0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0525+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 GE0525
 GE0525  HISTORY     - Date     Condition        Report By
 GE0525  HISTORY     - 1932     MONUMENTED       CGS
 GE0525  HISTORY     - 1955     GOOD             NGS
 GE0525  HISTORY     - 19890601 GOOD             NGS
 GE0525  HISTORY     - 19900402 GOOD             NGS
 GE0525  HISTORY     - 19910110 GOOD             NGS
 GE0525
 GE0525                          STATION DESCRIPTION
 GE0525
 GE0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0525'0.2 MI S FROM SALEM.
 GE0525'0.2 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE AT SALEM,
 GE0525'0.1 MILE SOUTH OF THE NORTH ARKANSAS ELECTRIC COOPERATIVE
 GE0525'BUILDING, 77 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 53
 GE0525'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13.4 FEET WEST OF
 GE0525'A STONE FENCE, 2.5 FEET SOUTH OF A STONE FENCE, 1.5 FEET NORTHWEST
 GE0525'OF THE NORHTWEST EDGE OF A CONCRETE SIDEWALK, SET IN THE TOP OF
 GE0525'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 GE0525
 GE0525                          STATION RECOVERY (1989)
 GE0525
 GE0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GE0525'STATION IS LOCATED ABOUT 10.6 KM (6.60 MI) NORTHWEST OF GLENCOE, 9.4
 GE0525'KM (5.85 MI) SOUTHWEST OF CAMP, AND 1.00 KM (0.60 MI) SOUTHEAST OF
 GE0525'SALEM. OWNERSHIP--SCOTT BAKER. TELEPHONE 501-895-2828 OR HOME
 GE0525'501-895-2171. HE OWNS THE PHARMACY AT THE STATION SITE.
 GE0525'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62, 412 AND STATE HIGHWAY
 GE0525'9 IN SALEM, GO SOUTH ON STATE HIGHWAY 9 FOR 150 FEET TO A DRIVEWAY ON
 GE0525'THE RIGHT AND THE STATION ON THE RIGHT IN THE LAWN OF THE BAKERS
 GE0525'PHARMACY.
 GE0525'THE STATION MARK PROJECTS 7 CM ABOVE THE GROUND. IT IS 16.5 M
 GE0525'(54.1 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF BAKERS PHARMACY,
 GE0525'11.4 M (37.4 FT) SOUTHWEST OF A UTILITY POLE, 10.6 M (34.8 FT) WEST OF
 GE0525'THE CENTERLINE OF STATE HIGHWAY 9, 5.4 M (17.7 FT) SOUTH OF THE CENTER
 GE0525'OF A DRIVEWAY, AND 5.3 M (17.4 FT) WEST-SOUTHWEST OF THE NORTHEAST
 GE0525'CORNER OF A CONCRETE AND ROCK WALL.
 GE0525'CONTACT SCOTT BAKER WHEN THE STATION IS OBSERVED.
 GE0525'DESCRIBED BY E.J. HANSMANN.
 GE0525
 GE0525                          STATION RECOVERY (1990)
 GE0525
 GE0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0525'STATION IS LOCATED ABOUT 10.6 KM (6.6 MI) NORTHWEST OF GLENCOE, 9.4 KM
 GE0525'(5.8 MI) SOUTHWEST OF CAMP, AND 1.00 KM (0.62 MI) SOUTHEAST OF SALEM.
 GE0525'OWNERSHIP--SCOTT BAKER. 501-895-2828 OR HOME 501-895-2171. HE OWNS
 GE0525'THE PHARMACY AT THE STATION SITE.
 GE0525'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62, 412 AND STATE HIGHWAY 9
 GE0525'IN SALEM.  GO SOUTH ON STATE HIGHWAY 9 FOR 150 FEET TO A DRIVEWAY ON
 GE0525'THE RIGHT AND THE STATION ON THE RIGHT ON THE SOUTH SIDE OF THE
 GE0525'DRIVEWAY IN THE LAWN OF THE BAKERS PHARMACY.
 GE0525'THE STATION PROJECTS 7 CM ABOVE THE GROUND.  IT IS 16.5 M (54.1 FT)
 GE0525'EAST-NORTHEAST OF THE NORTHEAST CORNER OF BAKERS PHARMACY, 11.4 M
 GE0525'(37.4 FT) SOUTHWEST OF A UTILITY POLE, 10.6 M (34.8 FT) WEST OF THE
 GE0525'CENTERLINE OF STATE HIGHWAY 9, 5.4 M (17.7 FT) SOUTH OF THE CENTER OF
 GE0525'A DRIVEWAY, AND 5.3 M (17.4 FT) WEST-SOUTHWEST OF THE NORTHEAST
 GE0525'CORNER OF A CONCRETE AND ROCK WALL.
 GE0525'CONTACT SCOTT BAKER WHEN THE STATION IS OBSERVED.
 GE0525'DESCRIBED BY E.J.HANSMANN, CHECKED BY R.D.BALL
 GE0525
 GE0525                          STATION RECOVERY (1991)
 GE0525
 GE0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GE0525'THE STATION IS LOCATED IN SALEM, AT THE JUNCTION OF STATE HIGHWAY 9
 GE0525'AND U.S. HIGHWAY 62 AND ON THE SOUTH SIDE OF THE CONCRETE RETAINING
 GE0525'WALL OF THE ENTRANCE DRIVE OF SCOTTY BAKERS PHARMACY.  OWNERSHIP
 GE0525'SCOTTY BAKER P.D., 101 WEST HIGHWAY 62, SALEM, AR 72559, PHONE
 GE0525'501-895-2828 OR HOME PHONE 501-895-2171.
 GE0525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S.
 GE0525'HIGHWAY 62 IN SALEM, GO SOUTH ON STATE HIGHWAY 9 FOR ABOUT 45.72 M
 GE0525'(150.00 FT) TO THE ENTRANCE DRIVE OF SCOTTY BAKERS PHARMACY, TURN
 GE0525'RIGHT INTO THE ENTRANCE DRIVE TO THE STATION ON THE SOUTH SIDE OF A
 GE0525'CONCRETE RETAINING WALL OF THE ENTRANCE DRIVE.
 GE0525'THE STATION PROJECTS ABOUT 6-INCHES ABOVE THE GROUND AND IS LOCATED
 GE0525'16.5 M (54.1 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 GE0525'PHARMACY, 11.4 M (37.4 FT) SOUTHWEST OF A POWER POLE, 10.6 M
 GE0525'(34.8 FT) WEST OF THE CENTER OF HIGHWAY 9, 5.3 M (17.4 FT)
 GE0525'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE RETAINING WALL AND 0.7 M
 GE0525'(2.3 FT) SOUTH OF THE SOUTH FACE OF THE RETAINING WALL AND A
 GE0525'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1595 ***********************************************************************
 FF1595  DESIGNATION -  B 17
 FF1595  PID         -  FF1595
 FF1595  STATE/COUNTY-  AR/INDEPENDENCE
 FF1595  USGS QUAD   -  BATESVILLE (1989)
 FF1595
 FF1595                         *CURRENT SURVEY CONTROL
 FF1595  ___________________________________________________________________
 FF1595* NAD 83(1986)-  35 46 09.     (N)    091 40 39.     (W)     SCALED    
 FF1595* NAVD 88     -        82.469  (meters)     270.57   (feet)  ADJUSTED  
 FF1595  ___________________________________________________________________
 FF1595  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1595  DYNAMIC HT  -          82.398 (meters)     270.33  (feet)  COMP
 FF1595  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 FF1595
 FF1595  VERT ORDER  -  SECOND    CLASS 0
 FF1595
 FF1595.The horizontal coordinates were scaled from a topographic map and have
 FF1595.an estimated accuracy of +/- 6 seconds.
 FF1595
 FF1595.The orthometric height was determined by differential leveling
 FF1595.and adjusted by the National Geodetic Survey in June 1991..
 FF1595
 FF1595.The geoid height was determined by GEOID03.
 FF1595
 FF1595.The dynamic height is computed by dividing the NAVD 88
 FF1595.geopotential number by the normal gravity value computed on the
 FF1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1595.degrees latitude (g = 980.6199 gals.).
 FF1595
 FF1595.The modeled gravity was interpolated from observed gravity values.
 FF1595
 FF1595;                    North         East    Units  Estimated Accuracy
 FF1595;SPC AR N     -   159,340.      429,160.      MT  (+/- 180 meters Scaled)
 FF1595
 FF1595                          SUPERSEDED SURVEY CONTROL
 FF1595
 FF1595  NGVD 29 (??/??/??)   82.392  (m)          270.31   (f) ADJUSTED    2 0
 FF1595
 FF1595.Superseded values are not recommended for survey control.
 FF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1595.See file dsdata.txt to determine how the superseded data were derived.
 FF1595
 FF1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV195591(NAD 83)
 FF1595_MARKER: DD = SURVEY DISK
 FF1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1595_STAMPING: B 17 1934
 FF1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1595+STABILITY: SURFACE MOTION
 FF1595
 FF1595  HISTORY     - Date     Condition        Report By
 FF1595  HISTORY     - 1934     MONUMENTED       ARGS
 FF1595  HISTORY     - 1934     GOOD             CGS
 FF1595  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1595
 FF1595                          STATION DESCRIPTION
 FF1595
 FF1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1595'1.5 MI W FROM BATESVILLE.
 FF1595'1.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 FF1595'AT BATESVILLE, INDEPENDENCE COUNTY, IN THE SE. 1/4, OF THE NW. 1/4
 FF1595'OF SEC. 18, T. 13 N., R. 6 W., 19 FEET EAST AND 17.5 FEET SOUTH
 FF1595'OF THE FOURTEENTH POLE WEST OF MILEPOST 287, 10 FEET WEST AND
 FF1595'7.5 FEET NORTH OF THE CROSSING OF THE DIRT ROAD LEADING TO THE
 FF1595'WHITE RIVER BOTTOMS, AND 7.5 FEET NORTH OF THE CENTER LINE OF
 FF1595'THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED B 17 1934 AND
 FF1595'SET IN THE TOP OF A CONCRETE POST.
 FF1595
 FF1595                          STATION RECOVERY (1986)
 FF1595
 FF1595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0616 ***********************************************************************
 FF0616  DESIGNATION -  B 170
 FF0616  PID         -  FF0616
 FF0616  STATE/COUNTY-  AR/ST FRANCIS
 FF0616  USGS QUAD   -  MADISON (1993)
 FF0616
 FF0616                         *CURRENT SURVEY CONTROL
 FF0616  ___________________________________________________________________
 FF0616* NAD 83(1986)-  35 00 37.     (N)    090 43 08.     (W)     SCALED    
 FF0616* NAVD 88     -        63.719  (meters)     209.05   (feet)  ADJUSTED  
 FF0616  ___________________________________________________________________
 FF0616  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FF0616  DYNAMIC HT  -          63.661 (meters)     208.86  (feet)  COMP
 FF0616  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 FF0616
 FF0616  VERT ORDER  -  FIRST     CLASS II
 FF0616
 FF0616.The horizontal coordinates were scaled from a topographic map and have
 FF0616.an estimated accuracy of +/- 6 seconds.
 FF0616
 FF0616.The orthometric height was determined by differential leveling
 FF0616.and adjusted by the National Geodetic Survey in June 1991..
 FF0616
 FF0616.The geoid height was determined by GEOID03.
 FF0616
 FF0616.The dynamic height is computed by dividing the NAVD 88
 FF0616.geopotential number by the normal gravity value computed on the
 FF0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0616.degrees latitude (g = 980.6199 gals.).
 FF0616
 FF0616.The modeled gravity was interpolated from observed gravity values.
 FF0616
 FF0616;                    North         East    Units  Estimated Accuracy
 FF0616;SPC AR N     -    75,860.      516,930.      MT  (+/- 180 meters Scaled)
 FF0616
 FF0616                          SUPERSEDED SURVEY CONTROL
 FF0616
 FF0616  NGVD 29 (??/??/??)   63.703  (m)          209.00   (f) ADJUSTED    1 2
 FF0616
 FF0616.Superseded values are not recommended for survey control.
 FF0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0616.See file dsdata.txt to determine how the superseded data were derived.
 FF0616
 FF0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU081765(NAD 83)
 FF0616_MARKER: DB = BENCH MARK DISK
 FF0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0616_SP_SET: BRIDGE ABUTMENT
 FF0616_STAMPING: B 170 1955
 FF0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0616+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2003
 FF0616
 FF0616  HISTORY     - Date     Condition        Report By
 FF0616  HISTORY     - 1955     MONUMENTED       CGS
 FF0616  HISTORY     - 20030514 GOOD             USACE
 FF0616
 FF0616                          STATION DESCRIPTION
 FF0616
 FF0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0616'AT MADISON.
 FF0616'AT MADISON, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FF0616'ABOUT 105 YARDS NORTHEAST OF THE STATION, IN THE TOP OF SOUTHEAST
 FF0616'END OF SOUTHWEST ABUTMENT OF RAILROAD BRIDGE NO. 406 OVER ST.
 FF0616'FRANCIS RIVER, 8 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, AND 5 1/2 FEET
 FF0616'BELOW LEVEL OF TRACK.
 FF0616
 FF0616                          STATION RECOVERY (2003)
 FF0616
 FF0616'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0894 ***********************************************************************
 EH0894  DESIGNATION -  B 171
 EH0894  PID         -  EH0894
 EH0894  STATE/COUNTY-  AR/PHILLIPS
 EH0894  USGS QUAD   -  WEST HELENA (1982)
 EH0894
 EH0894                         *CURRENT SURVEY CONTROL
 EH0894  ___________________________________________________________________
 EH0894* NAD 83(1986)-  34 35 54.     (N)    090 42 24.     (W)     SCALED    
 EH0894* NAVD 88     -        70.278  (meters)     230.57   (feet)  ADJUSTED  
 EH0894  ___________________________________________________________________
 EH0894  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0894  DYNAMIC HT  -          70.211 (meters)     230.35  (feet)  COMP
 EH0894  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 EH0894
 EH0894  VERT ORDER  -  FIRST     CLASS II
 EH0894
 EH0894.The horizontal coordinates were scaled from a topographic map and have
 EH0894.an estimated accuracy of +/- 6 seconds.
 EH0894
 EH0894.The orthometric height was determined by differential leveling
 EH0894.and adjusted by the National Geodetic Survey in June 1991..
 EH0894
 EH0894.The geoid height was determined by GEOID03.
 EH0894
 EH0894.The dynamic height is computed by dividing the NAVD 88
 EH0894.geopotential number by the normal gravity value computed on the
 EH0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0894.degrees latitude (g = 980.6199 gals.).
 EH0894
 EH0894.The modeled gravity was interpolated from observed gravity values.
 EH0894
 EH0894;                    North         East    Units  Estimated Accuracy
 EH0894;SPC AR S     -   615,000.      518,630.      MT  (+/- 180 meters Scaled)
 EH0894
 EH0894                          SUPERSEDED SURVEY CONTROL
 EH0894
 EH0894  NGVD 29 (??/??/??)   70.306  (m)          230.66   (f) ADJUSTED    1 2
 EH0894
 EH0894.Superseded values are not recommended for survey control.
 EH0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0894.See file dsdata.txt to determine how the superseded data were derived.
 EH0894
 EH0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU103308(NAD 83)
 EH0894_MARKER: DB = BENCH MARK DISK
 EH0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0894_STAMPING: B 171 1956
 EH0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0894+STABILITY: SURFACE MOTION
 EH0894
 EH0894  HISTORY     - Date     Condition        Report By
 EH0894  HISTORY     - 1956     MONUMENTED       CGS
 EH0894  HISTORY     - 1976     GOOD             NGS
 EH0894  HISTORY     - 20030305 MARK NOT FOUND   USACE
 EH0894
 EH0894                          STATION DESCRIPTION
 EH0894
 EH0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0894'2.55 MI E FROM LEXA.
 EH0894'ABOUT 2.55 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 EH0894'MISSOURI PACIFIC RAILROAD AT LEXA, ABOUT 0.5 MILE WEST OF A CROSSROAD
 EH0894'WITH SCHOOL AND STORE, AT A DIRT ROAD CROSSING, 55 FEET NORTH OF
 EH0894'CENTER LINE OF GRAVEL ROAD, 14 FEET WEST OF CENTER LINE OF DIRT ROAD
 EH0894'NORTH, 1 FOOT EAST OF A FENCE LINE, 35 FEET NORTH OF A FENCE CORNER, 2
 EH0894'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF
 EH0894'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EH0894
 EH0894                          STATION RECOVERY (1976)
 EH0894
 EH0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0894'RECOVERED IN GOOD CONDITION.
 EH0894
 EH0894                          STATION RECOVERY (2003)
 EH0894
 EH0894'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0867 ***********************************************************************
 EH0867  DESIGNATION -  B 172
 EH0867  PID         -  EH0867
 EH0867  STATE/COUNTY-  AR/LEE
 EH0867  USGS QUAD   -  AUBREY (1971)
 EH0867
 EH0867                         *CURRENT SURVEY CONTROL
 EH0867  ___________________________________________________________________
 EH0867* NAD 83(1986)-  34 40 23.     (N)    090 53 25.     (W)     SCALED    
 EH0867* NAVD 88     -        59.366  (meters)     194.77   (feet)  ADJUSTED  
 EH0867  ___________________________________________________________________
 EH0867  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0867  DYNAMIC HT  -          59.310 (meters)     194.59  (feet)  COMP
 EH0867  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 EH0867
 EH0867  VERT ORDER  -  FIRST     CLASS II
 EH0867
 EH0867.The horizontal coordinates were scaled from a topographic map and have
 EH0867.an estimated accuracy of +/- 6 seconds.
 EH0867
 EH0867.The orthometric height was determined by differential leveling
 EH0867.and adjusted by the National Geodetic Survey in June 1991..
 EH0867
 EH0867.The geoid height was determined by GEOID03.
 EH0867
 EH0867.The dynamic height is computed by dividing the NAVD 88
 EH0867.geopotential number by the normal gravity value computed on the
 EH0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0867.degrees latitude (g = 980.6199 gals.).
 EH0867
 EH0867.The modeled gravity was interpolated from observed gravity values.
 EH0867
 EH0867;                    North         East    Units  Estimated Accuracy
 EH0867;SPC AR S     -   623,090.      501,700.      MT  (+/- 180 meters Scaled)
 EH0867
 EH0867                          SUPERSEDED SURVEY CONTROL
 EH0867
 EH0867  NGVD 29 (??/??/??)   59.380  (m)          194.82   (f) ADJUSTED    1 2
 EH0867
 EH0867.Superseded values are not recommended for survey control.
 EH0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0867.See file dsdata.txt to determine how the superseded data were derived.
 EH0867
 EH0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU932388(NAD 83)
 EH0867_MARKER: DB = BENCH MARK DISK
 EH0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0867_SP_SET: BRIDGE
 EH0867_STAMPING: B 172 1956
 EH0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0867
 EH0867  HISTORY     - Date     Condition        Report By
 EH0867  HISTORY     - 1956     MONUMENTED       CGS
 EH0867  HISTORY     - 1973     GOOD             NGS
 EH0867  HISTORY     - 20030402 MARK NOT FOUND   USACE
 EH0867
 EH0867                          STATION DESCRIPTION
 EH0867
 EH0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 EH0867'3.4 MI SE FROM AUBREY.
 EH0867'LOCATED 3.4 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE
 EH0867'SCHOOL AT AUBREY, AT THE OUTSIDE OF A CURVE AND AT A T INTERSECTION
 EH0867'WITH A ROAD LEADING SOUTH.  IT IS 72.5 FEET WEST OF STATE HIGHWAY 243,
 EH0867'31.5 FEET SOUTH OF STATE HIGHWAY 121, 126 FEET WEST OF THE SOUTHWEST
 EH0867'CORNER OF  A BRIDGE, 97 FEET EAST OF A 4-FOOT OAK TREE AND 1 FOOT
 EH0867'SOUTHWEST OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK STAMPED B
 EH0867'172 1956 PROJECTING 2 INCHES.
 EH0867
 EH0867                          STATION RECOVERY (2003)
 EH0867
 EH0867'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0867'BRIDGE NO LONGER EXISTS. NEW BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0642 ***********************************************************************
 FF0642  DESIGNATION -  B 173
 FF0642  PID         -  FF0642
 FF0642  STATE/COUNTY-  AR/ST FRANCIS
 FF0642  USGS QUAD   -  ROUND POND (1992)
 FF0642
 FF0642                         *CURRENT SURVEY CONTROL
 FF0642  ___________________________________________________________________
 FF0642* NAD 83(1986)-  35 04 05.     (N)    090 35 08.     (W)     SCALED    
 FF0642* NAVD 88     -        60.388  (meters)     198.12   (feet)  ADJUSTED  
 FF0642  ___________________________________________________________________
 FF0642  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0642  DYNAMIC HT  -          60.334 (meters)     197.95  (feet)  COMP
 FF0642  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 FF0642
 FF0642  VERT ORDER  -  FIRST     CLASS II
 FF0642
 FF0642.The horizontal coordinates were scaled from a topographic map and have
 FF0642.an estimated accuracy of +/- 6 seconds.
 FF0642
 FF0642.The orthometric height was determined by differential leveling
 FF0642.and adjusted by the National Geodetic Survey in June 1991..
 FF0642
 FF0642.The geoid height was determined by GEOID03.
 FF0642
 FF0642.The dynamic height is computed by dividing the NAVD 88
 FF0642.geopotential number by the normal gravity value computed on the
 FF0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0642.degrees latitude (g = 980.6199 gals.).
 FF0642
 FF0642.The modeled gravity was interpolated from observed gravity values.
 FF0642
 FF0642;                    North         East    Units  Estimated Accuracy
 FF0642;SPC AR N     -    82,440.      529,010.      MT  (+/- 180 meters Scaled)
 FF0642
 FF0642                          SUPERSEDED SURVEY CONTROL
 FF0642
 FF0642  NGVD 29 (??/??/??)   60.370  (m)          198.06   (f) ADJUSTED    1 2
 FF0642
 FF0642.Superseded values are not recommended for survey control.
 FF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0642.See file dsdata.txt to determine how the superseded data were derived.
 FF0642
 FF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU201832(NAD 83)
 FF0642_MARKER: DB = BENCH MARK DISK
 FF0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0642_STAMPING: B 173 1956
 FF0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0642+STABILITY: SURFACE MOTION
 FF0642
 FF0642  HISTORY     - Date     Condition        Report By
 FF0642  HISTORY     - 1956     MONUMENTED       CGS
 FF0642  HISTORY     - 20030515 MARK NOT FOUND   USACE
 FF0642
 FF0642                          STATION DESCRIPTION
 FF0642
 FF0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0642'2 MI NE FROM HETH.
 FF0642'ABOUT 2.05 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0642'PACIFIC RAILROAD FROM RAILROAD OVERPASS OVER GRAVEL ROAD AT
 FF0642'ROUND POND, ABOUT 0.95 MILE SOUTHWEST OF ROAD CROSSING AT
 FF0642'WHITMORE, AT TRESTLE NO. 32.0 OVER A GRAVEL ROAD AND CREEK,
 FF0642'38 FEET SOUTH-SOUTHEST OF NEAR RAIL OF TRACK, 7 FEET EAST-NORTHEAST
 FF0642'OF MILE POLE 32, 56 FEET SOUTHWEST OF SOUTH CORNER OF TRESTLE,
 FF0642'108 1/2 FEET WEST-SOUTHWEST OF WEST-SOUTHWEST END OF AN 18-INCH
 FF0642'CONCRETE PIPE CULVERT UNDER GRAVEL ROAD, ABOUT 12 FEET BELOW
 FF0642'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0642'4 INCHES.
 FF0642
 FF0642                          STATION RECOVERY (2003)
 FF0642
 FF0642'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0022 ***********************************************************************
 FF0022  DESIGNATION -  B 174
 FF0022  PID         -  FF0022
 FF0022  STATE/COUNTY-  AR/POINSETT
 FF0022  USGS QUAD   -  MARKED TREE (1983)
 FF0022
 FF0022                         *CURRENT SURVEY CONTROL
 FF0022  ___________________________________________________________________
 FF0022* NAD 83(1986)-  35 32 02.     (N)    090 25 18.     (W)     SCALED    
 FF0022* NAVD 88     -        69.191  (meters)     227.00   (feet)  ADJUSTED  
 FF0022  ___________________________________________________________________
 FF0022  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0022  DYNAMIC HT  -          69.130 (meters)     226.80  (feet)  COMP
 FF0022  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 FF0022
 FF0022  VERT ORDER  -  FIRST     CLASS II
 FF0022
 FF0022.The horizontal coordinates were scaled from a topographic map and have
 FF0022.an estimated accuracy of +/- 6 seconds.
 FF0022
 FF0022.The orthometric height was determined by differential leveling
 FF0022.and adjusted by the National Geodetic Survey in June 1991..
 FF0022
 FF0022.The geoid height was determined by GEOID03.
 FF0022
 FF0022.The dynamic height is computed by dividing the NAVD 88
 FF0022.geopotential number by the normal gravity value computed on the
 FF0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0022.degrees latitude (g = 980.6199 gals.).
 FF0022
 FF0022.The modeled gravity was interpolated from observed gravity values.
 FF0022
 FF0022;                    North         East    Units  Estimated Accuracy
 FF0022;SPC AR N     -   134,340.      543,130.      MT  (+/- 180 meters Scaled)
 FF0022
 FF0022                          SUPERSEDED SURVEY CONTROL
 FF0022
 FF0022  NGVD 29 (??/??/??)   69.130  (m)          226.80   (f) ADJUSTED    1 2
 FF0022
 FF0022.Superseded values are not recommended for survey control.
 FF0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0022.See file dsdata.txt to determine how the superseded data were derived.
 FF0022
 FF0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV337353(NAD 83)
 FF0022_MARKER: DB = BENCH MARK DISK
 FF0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0022_SP_SET: BUILDING
 FF0022_STAMPING: B 174 1956
 FF0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0022
 FF0022  HISTORY     - Date     Condition        Report By
 FF0022  HISTORY     - 1956     MONUMENTED       CGS
 FF0022  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0022
 FF0022                          STATION DESCRIPTION
 FF0022
 FF0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0022'AT MARKED TREE.
 FF0022'AT MARKED TREE, ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY, SET
 FF0022'VERTICALLY IN THE SOUTHWEST FACE OF BRICK FOUNDATION OF STATION
 FF0022'BUILDING, 43 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 40
 FF0022'YARDS NORTHWEST OF CROSSING OF ELM STREET, 1 FOOT NORTHWEST OF
 FF0022'SOUTH CORNER OF BUILDING, ABOUT 1 1/2 FEET ABOVE GROUND AND ABOUT
 FF0022'2 FEET BELOW LEVEL OF TRACK.
 FF0022
 FF0022                          STATION RECOVERY (1992)
 FF0022
 FF0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0022'THE BUILDING HAS BEEN RAZED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0508 ***********************************************************************
 FF0508  DESIGNATION -  B 175
 FF0508  PID         -  FF0508
 FF0508  STATE/COUNTY-  AR/ST FRANCIS
 FF0508  USGS QUAD   -  FORREST CITY (1976)
 FF0508
 FF0508                         *CURRENT SURVEY CONTROL
 FF0508  ___________________________________________________________________
 FF0508* NAD 83(1986)-  35 01 47.     (N)    090 48 03.     (W)     SCALED    
 FF0508* NAVD 88     -        73.601  (meters)     241.47   (feet)  ADJUSTED  
 FF0508  ___________________________________________________________________
 FF0508  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FF0508  DYNAMIC HT  -          73.534 (meters)     241.25  (feet)  COMP
 FF0508  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 FF0508
 FF0508  VERT ORDER  -  FIRST     CLASS II
 FF0508
 FF0508.The horizontal coordinates were scaled from a topographic map and have
 FF0508.an estimated accuracy of +/- 6 seconds.
 FF0508
 FF0508.The orthometric height was determined by differential leveling
 FF0508.and adjusted by the National Geodetic Survey in June 1991..
 FF0508
 FF0508.The geoid height was determined by GEOID03.
 FF0508
 FF0508.The dynamic height is computed by dividing the NAVD 88
 FF0508.geopotential number by the normal gravity value computed on the
 FF0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0508.degrees latitude (g = 980.6199 gals.).
 FF0508
 FF0508.The modeled gravity was interpolated from observed gravity values.
 FF0508
 FF0508;                    North         East    Units  Estimated Accuracy
 FF0508;SPC AR N     -    77,930.      509,430.      MT  (+/- 180 meters Scaled)
 FF0508
 FF0508                          SUPERSEDED SURVEY CONTROL
 FF0508
 FF0508  NGVD 29 (??/??/??)   73.582  (m)          241.41   (f) ADJUSTED    1 2
 FF0508
 FF0508.Superseded values are not recommended for survey control.
 FF0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0508.See file dsdata.txt to determine how the superseded data were derived.
 FF0508
 FF0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU006785(NAD 83)
 FF0508_MARKER: DB = BENCH MARK DISK
 FF0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0508_STAMPING: B 175 1956
 FF0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0508+STABILITY: SURFACE MOTION
 FF0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0508+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 FF0508
 FF0508  HISTORY     - Date     Condition        Report By
 FF0508  HISTORY     - 1956     MONUMENTED       CGS
 FF0508  HISTORY     - 20030603 GOOD             USACE
 FF0508
 FF0508                          STATION DESCRIPTION
 FF0508
 FF0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0508'1.8 MI N FROM FORREST CITY.
 FF0508'ABOUT 1.85 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0508'THE STATION AT FORREST CITY, AT A FIELD ROAD CROSSING, 47 FEET
 FF0508'EAST-NORTHEAST OF NEAR RAIL OF TRACK, 15 FEET EAST-NORTHEAST OF
 FF0508'TELEPHONE POLE NO. 294/03, 139 FEET SOUTHEAST OF CENTER OF FIELD
 FF0508'ROAD CROSSING, 171 FEET SOUTHEAST AND ACROSS FIELD ROAD FROM SOUTHEAST
 FF0508'CORNER OF RAILROAD BRIDGE NO. 294.0, 84 FEET SOUTH-SOUTHEAST OF
 FF0508'A FENCE CORNER, 51 1/2 FEET NORTHEAST OF A SWITCH STAND AT NORTH
 FF0508'END OF SIDING, 1 FOOT WEST-SOUTHWEST OF A FENCE LINE, 3 1/2 FEET
 FF0508'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0508'PROJECTING 3 INCHES.
 FF0508
 FF0508                          STATION RECOVERY (2003)
 FF0508
 FF0508'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1248 ***********************************************************************
 EH1248  DESIGNATION -  B 176
 EH1248  PID         -  EH1248
 EH1248  STATE/COUNTY-  AR/LEE
 EH1248  USGS QUAD   -  WHEATLEY (1971)
 EH1248
 EH1248                         *CURRENT SURVEY CONTROL
 EH1248  ___________________________________________________________________
 EH1248* NAD 83(1986)-  34 53 29.     (N)    091 05 29.     (W)     SCALED    
 EH1248* NAVD 88     -        58.467  (meters)     191.82   (feet)  ADJUSTED  
 EH1248  ___________________________________________________________________
 EH1248  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1248  DYNAMIC HT  -          58.413 (meters)     191.64  (feet)  COMP
 EH1248  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 EH1248
 EH1248  VERT ORDER  -  FIRST     CLASS II
 EH1248
 EH1248.The horizontal coordinates were scaled from a topographic map and have
 EH1248.an estimated accuracy of +/- 6 seconds.
 EH1248
 EH1248.The orthometric height was determined by differential leveling
 EH1248.and adjusted by the National Geodetic Survey in June 1991..
 EH1248
 EH1248.The geoid height was determined by GEOID03.
 EH1248
 EH1248.The dynamic height is computed by dividing the NAVD 88
 EH1248.geopotential number by the normal gravity value computed on the
 EH1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1248.degrees latitude (g = 980.6199 gals.).
 EH1248
 EH1248.The modeled gravity was interpolated from observed gravity values.
 EH1248
 EH1248;                    North         East    Units  Estimated Accuracy
 EH1248;SPC AR S     -   647,130.      483,060.      MT  (+/- 180 meters Scaled)
 EH1248
 EH1248                          SUPERSEDED SURVEY CONTROL
 EH1248
 EH1248  NGVD 29 (??/??/??)   58.465  (m)          191.81   (f) ADJUSTED    1 2
 EH1248
 EH1248.Superseded values are not recommended for survey control.
 EH1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1248.See file dsdata.txt to determine how the superseded data were derived.
 EH1248
 EH1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU744626(NAD 83)
 EH1248_MARKER: DB = BENCH MARK DISK
 EH1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1248_STAMPING: B 176 1955
 EH1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1248+STABILITY: SURFACE MOTION
 EH1248
 EH1248  HISTORY     - Date     Condition        Report By
 EH1248  HISTORY     - 1955     MONUMENTED       CGS
 EH1248  HISTORY     - 20030421 MARK NOT FOUND   USACE
 EH1248
 EH1248                          STATION DESCRIPTION
 EH1248
 EH1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1248'1.75 MI SE FROM WHEATLEY.
 EH1248'ABOUT 1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF
 EH1248'U.S. HIGHWAY 70 AT WHEATLEY, ABOUT 0.35 MILE SOUTHEAST OF A SMALL
 EH1248'CONCRETE BRIDGE, ABOUT 0.1 MILE NORTHWEST OF A NORTH-SOUTH CROSSROAD,
 EH1248'65 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 34 1/2 FEET EAST OF
 EH1248'SOUTHEAST END OF AN 18-INCH METAL PIPE CULVERT UNDER A FARM DIRVE
 EH1248'NORTHEAST, 18 FEET SOUTHEAST OF CENTER OF GATE ACROSS FARM DRIVE, 1
 EH1248'1/2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN
 EH1248'WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 EH1248'TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- PIECES OF CONCRETE
 EH1248'WERE FOUND AT THE SITE AND WERE IN A CULTIVATED FIELD.
 EH1248
 EH1248                          STATION RECOVERY (2003)
 EH1248
 EH1248'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1056 ***********************************************************************
 EH1056  DESIGNATION -  B 177
 EH1056  PID         -  EH1056
 EH1056  STATE/COUNTY-  AR/MONROE
 EH1056  USGS QUAD   -  CLARENDON (1968)
 EH1056
 EH1056                         *CURRENT SURVEY CONTROL
 EH1056  ___________________________________________________________________
 EH1056* NAD 83(1986)-  34 40 09.     (N)    091 16 12.     (W)     SCALED    
 EH1056* NAVD 88     -        55.950  (meters)     183.56   (feet)  ADJUSTED  
 EH1056  ___________________________________________________________________
 EH1056  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1056  DYNAMIC HT  -          55.897 (meters)     183.39  (feet)  COMP
 EH1056  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 EH1056
 EH1056  VERT ORDER  -  FIRST     CLASS II
 EH1056
 EH1056.The horizontal coordinates were scaled from a topographic map and have
 EH1056.an estimated accuracy of +/- 6 seconds.
 EH1056
 EH1056.The orthometric height was determined by differential leveling
 EH1056.and adjusted by the National Geodetic Survey in June 1991..
 EH1056
 EH1056.The geoid height was determined by GEOID03.
 EH1056
 EH1056.The dynamic height is computed by dividing the NAVD 88
 EH1056.geopotential number by the normal gravity value computed on the
 EH1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1056.degrees latitude (g = 980.6199 gals.).
 EH1056
 EH1056.The modeled gravity was interpolated from observed gravity values.
 EH1056
 EH1056;                    North         East    Units  Estimated Accuracy
 EH1056;SPC AR S     -   622,350.      466,910.      MT  (+/- 180 meters Scaled)
 EH1056
 EH1056                          SUPERSEDED SURVEY CONTROL
 EH1056
 EH1056  NGVD 29 (??/??/??)   55.969  (m)          183.62   (f) ADJUSTED    1 2
 EH1056
 EH1056.Superseded values are not recommended for survey control.
 EH1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1056.See file dsdata.txt to determine how the superseded data were derived.
 EH1056
 EH1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU585377(NAD 83)
 EH1056_MARKER: DB = BENCH MARK DISK
 EH1056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1056_SP_SET: WELD CASING
 EH1056_STAMPING: B 177 1955
 EH1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1056+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 EH1056
 EH1056  HISTORY     - Date     Condition        Report By
 EH1056  HISTORY     - 1955     MONUMENTED       CGS
 EH1056  HISTORY     - 20030423 GOOD             USACE
 EH1056
 EH1056                          STATION DESCRIPTION
 EH1056
 EH1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1056'2.75 MI SE FROM CLARENDON.
 EH1056'ABOUT 2.55 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EH1056'JUNCTION OF ST. LOUIS SOUTHWESTERN RAILWAY AT CLARENDON, THENCE ABOUT
 EH1056'0.2 MILE EAST ACROSS A CULTIVATED FIELD, LOCATED AT AN IRRIGATION WELL
 EH1056'IN AN OPEN FIELD, AT LOCATION 1 N - 3 W - 25 DBA, SET VERTICALLY IN
 EH1056'THE SOUTH FACE OF A CONCRETE SLAB CAST AROUND WELL CASING, ON PROPERTY
 EH1056'OF MR. JACK BEARD, 1/2 FOOT EAST OF SOUTHWEST CORNER OF BASE AND ABOUT
 EH1056'1/2 FOOT BELOW TOP OF BASE AND 3/4 FEET ABOVE GROUND.
 EH1056
 EH1056                          STATION RECOVERY (2003)
 EH1056
 EH1056'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1273 ***********************************************************************
 FF1273  DESIGNATION -  B 178
 FF1273  PID         -  FF1273
 FF1273  STATE/COUNTY-  AR/WOODRUFF
 FF1273  USGS QUAD   -  FAIR OAKS (1971)
 FF1273
 FF1273                         *CURRENT SURVEY CONTROL
 FF1273  ___________________________________________________________________
 FF1273* NAD 83(1986)-  35 09 43.     (N)    091 04 02.     (W)     SCALED    
 FF1273* NAVD 88     -        65.518  (meters)     214.95   (feet)  ADJUSTED  
 FF1273  ___________________________________________________________________
 FF1273  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF1273  DYNAMIC HT  -          65.459 (meters)     214.76  (feet)  COMP
 FF1273  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 FF1273
 FF1273  VERT ORDER  -  FIRST     CLASS II
 FF1273
 FF1273.The horizontal coordinates were scaled from a topographic map and have
 FF1273.an estimated accuracy of +/- 6 seconds.
 FF1273
 FF1273.The orthometric height was determined by differential leveling
 FF1273.and adjusted by the National Geodetic Survey in June 1991..
 FF1273
 FF1273.The geoid height was determined by GEOID03.
 FF1273
 FF1273.The dynamic height is computed by dividing the NAVD 88
 FF1273.geopotential number by the normal gravity value computed on the
 FF1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1273.degrees latitude (g = 980.6199 gals.).
 FF1273
 FF1273.The modeled gravity was interpolated from observed gravity values.
 FF1273
 FF1273;                    North         East    Units  Estimated Accuracy
 FF1273;SPC AR N     -    92,330.      484,980.      MT  (+/- 180 meters Scaled)
 FF1273
 FF1273                          SUPERSEDED SURVEY CONTROL
 FF1273
 FF1273  NGVD 29 (??/??/??)   65.490  (m)          214.86   (f) ADJUSTED    1 2
 FF1273
 FF1273.Superseded values are not recommended for survey control.
 FF1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1273.See file dsdata.txt to determine how the superseded data were derived.
 FF1273
 FF1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU760927(NAD 83)
 FF1273_MARKER: DB = BENCH MARK DISK
 FF1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1273_STAMPING: B 178 1956
 FF1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1273+STABILITY: SURFACE MOTION
 FF1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1273+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 FF1273
 FF1273  HISTORY     - Date     Condition        Report By
 FF1273  HISTORY     - 1956     MONUMENTED       CGS
 FF1273  HISTORY     - 20030529 GOOD             USACE
 FF1273
 FF1273                          STATION DESCRIPTION
 FF1273
 FF1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1273'3 MI NE FROM HILLEMANN.
 FF1273'3.05 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1273'FROM THE STATION AT HILLEMANN, ABOUT 0.45 MILE NORTHEAST OF MILE
 FF1273'POLE 179, AT BEMIS (ABANDONED), 41 1/2 FEET SOUTHEAST OF
 FF1273'SOUTHEAST RAIL, 51 FEET SOUTH-SOUTHEAST OF CENTER OF ROAD
 FF1273'CROSSING, 27 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 16
 FF1273'FEET SOUTHWEST OF SOUTH END OF AN 18-INCH METAL PIPE CULVERT
 FF1273'UNDER ROAD, 7 1/2 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 178/18,
 FF1273'2 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 FF1273'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF1273'POST PROJECTING 4 INCHES.
 FF1273
 FF1273                          STATION RECOVERY (2003)
 FF1273
 FF1273'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1061 ***********************************************************************
 FF1061  DESIGNATION -  B 179 RESET
 FF1061  PID         -  FF1061
 FF1061  STATE/COUNTY-  AR/CRITTENDEN
 FF1061  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1061
 FF1061                         *CURRENT SURVEY CONTROL
 FF1061  ___________________________________________________________________
 FF1061* NAD 83(1986)-  35 08 51.     (N)    090 07 22.     (W)     SCALED    
 FF1061* NAVD 88     -        65.352  (meters)     214.41   (feet)  ADJUSTED  
 FF1061  ___________________________________________________________________
 FF1061  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1061  DYNAMIC HT  -          65.293 (meters)     214.22  (feet)  COMP
 FF1061  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 FF1061
 FF1061  VERT ORDER  -  FIRST     CLASS II
 FF1061
 FF1061.The horizontal coordinates were scaled from a topographic map and have
 FF1061.an estimated accuracy of +/- 6 seconds.
 FF1061
 FF1061.The orthometric height was determined by differential leveling
 FF1061.and adjusted by the National Geodetic Survey in January 1995..
 FF1061
 FF1061.The geoid height was determined by GEOID03.
 FF1061
 FF1061.The dynamic height is computed by dividing the NAVD 88
 FF1061.geopotential number by the normal gravity value computed on the
 FF1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1061.degrees latitude (g = 980.6199 gals.).
 FF1061
 FF1061.The modeled gravity was interpolated from observed gravity values.
 FF1061
 FF1061;                    North         East    Units  Estimated Accuracy
 FF1061;SPC AR N     -    91,960.      571,040.      MT  (+/- 180 meters Scaled)
 FF1061
 FF1061                          SUPERSEDED SURVEY CONTROL
 FF1061
 FF1061  NAVD 88 (06/15/91)   65.356  (m)          214.42   (f) UNKNOWN     1 2
 FF1061  NGVD 29 (10/05/93)   65.359  (m)          214.43   (f) ADJUSTED    1 2
 FF1061
 FF1061.Superseded values are not recommended for survey control.
 FF1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1061.See file dsdata.txt to determine how the superseded data were derived.
 FF1061
 FF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU621931(NAD 83)
 FF1061_MARKER: DV = VERTICAL CONTROL DISK
 FF1061_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1061_SP_SET: COPPER-CLAD STEEL ROD
 FF1061_STAMPING: B 179 RESET 1976
 FF1061_MARK LOGO: NGS   
 FF1061_PROJECTION: RECESSED 20 CENTIMETERS
 FF1061_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1061+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1992
 FF1061_ROD/PIPE-DEPTH: 15.2 meters
 FF1061
 FF1061  HISTORY     - Date     Condition        Report By
 FF1061  HISTORY     - 1976     MONUMENTED       NGS
 FF1061  HISTORY     - 19920318 GOOD             NGS
 FF1061
 FF1061                          STATION DESCRIPTION
 FF1061
 FF1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1061'IN WEST MEMPHIS.
 FF1061'0.15 MILES NORTHEAST ALONG LEVEE FROM THE INTERSECTION OF INTERSTATE
 FF1061'55 AT WEST MEMPHIS, AT THE ST. FRANCIS LEVEE DISTRICT GARAGE,
 FF1061'85.5 FEET NORTHWEST OF THE CENTER OF A GATE, 130 FEET EAST OF
 FF1061'THE EAST CORNER OF THE LEVEE BOARD REPAIR SHOP, 1.8 FEET SOUTHEAST
 FF1061'OF THE EAST CORNER OF A BOAT HOUSE, AND 37 FEET WEST OF A FENCE
 FF1061'CORNER. A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH
 FF1061'OF 50 FEET.  ABOUT LEVEL WITH THE GROUND.
 FF1061
 FF1061                          STATION RECOVERY (1992)
 FF1061
 FF1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF1061'0.2 KM (0.10 MI) NORTHERLY ALONG THE SAINT FRANCIS LEVEE FROM THE
 FF1061'INTERSECTION OF INTERSTATE HIGHWAY 55 IN WEST MEMPHIS, 39.6 M
 FF1061'(129.9 FT) EAST OF THE EAST CORNER OF THE LEVEE DISTRICT REPAIR SHOP,
 FF1061'27.4 M (89.9 FT) WEST OF A FENCE, 21.2 M (69.6 FT) SOUTH OF THE
 FF1061'CENTER OF A GATE, 9.9 M (32.5 FT) SOUTHWEST OF A FENCE, AND 0.7 M
 FF1061'(2.3 FT) EAST OF THE EAST CORNER OF THE MOST EASTERLY OF TWO BOAT
 FF1061'HOUSES. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE WITH A SCREW
 FF1061'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1593 ***********************************************************************
 FF1593  DESIGNATION -  B 18
 FF1593  PID         -  FF1593
 FF1593  STATE/COUNTY-  AR/INDEPENDENCE
 FF1593  USGS QUAD   -  BATESVILLE (1989)
 FF1593
 FF1593                         *CURRENT SURVEY CONTROL
 FF1593  ___________________________________________________________________
 FF1593* NAD 83(1986)-  35 45 41.     (N)    091 43 45.     (W)     SCALED    
 FF1593* NAVD 88     -        83.741  (meters)     274.74   (feet)  ADJUSTED  
 FF1593  ___________________________________________________________________
 FF1593  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FF1593  DYNAMIC HT  -          83.669 (meters)     274.50  (feet)  COMP
 FF1593  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 FF1593
 FF1593  VERT ORDER  -  SECOND    CLASS 0
 FF1593
 FF1593.The horizontal coordinates were scaled from a topographic map and have
 FF1593.an estimated accuracy of +/- 6 seconds.
 FF1593
 FF1593.The orthometric height was determined by differential leveling
 FF1593.and adjusted by the National Geodetic Survey in June 1991..
 FF1593
 FF1593.The geoid height was determined by GEOID03.
 FF1593
 FF1593.The dynamic height is computed by dividing the NAVD 88
 FF1593.geopotential number by the normal gravity value computed on the
 FF1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1593.degrees latitude (g = 980.6199 gals.).
 FF1593
 FF1593.The modeled gravity was interpolated from observed gravity values.
 FF1593
 FF1593;                    North         East    Units  Estimated Accuracy
 FF1593;SPC AR N     -   158,470.      424,490.      MT  (+/- 180 meters Scaled)
 FF1593
 FF1593                          SUPERSEDED SURVEY CONTROL
 FF1593
 FF1593  NGVD 29 (??/??/??)   83.662  (m)          274.48   (f) ADJUSTED    2 0
 FF1593
 FF1593.Superseded values are not recommended for survey control.
 FF1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1593.See file dsdata.txt to determine how the superseded data were derived.
 FF1593
 FF1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV148582(NAD 83)
 FF1593_MARKER: DD = SURVEY DISK
 FF1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1593_STAMPING: B 18 1934
 FF1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1593+STABILITY: SURFACE MOTION
 FF1593
 FF1593  HISTORY     - Date     Condition        Report By
 FF1593  HISTORY     - 1934     MONUMENTED       ARGS
 FF1593  HISTORY     - 1934     GOOD             CGS
 FF1593  HISTORY     - 1979     GOOD             DOD
 FF1593
 FF1593                          STATION DESCRIPTION
 FF1593
 FF1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1593'4.6 MI W FROM BATESVILLE.
 FF1593'4.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1593'STATION AT BATESVILLE, INDEPENDENCE COUNTY, IN THE NW. 1/4, OF
 FF1593'THE NE. 1/4 OF SEC. 22, T. 13 N., R. 7 W., 62 FEET NORTHEAST
 FF1593'OF THE FIFTEENTH POLE WEST OF MILEPOST 290, 169 FEET SOUTHWEST
 FF1593'OF A CONCRETE CULVERT DATED 1919, ABOUT 85 FEET SOUTHWEST OF A
 FF1593'DIRT-ROAD CROSSING, AND 10.3 FEET NORTH OF THE CENTER LINE OF THE
 FF1593'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED B 18 1934 AND SET
 FF1593'IN THE TOP OF A CONCRETE POST.
 FF1593
 FF1593                          STATION RECOVERY (1979)
 FF1593
 FF1593'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 FF1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0019 ***********************************************************************
 FG0019  DESIGNATION -  B 18
 FG0019  PID         -  FG0019
 FG0019  STATE/COUNTY-  AR/INDEPENDENCE
 FG0019  USGS QUAD   -  MOUNTAIN VIEW SW (1969)
 FG0019
 FG0019                         *CURRENT SURVEY CONTROL
 FG0019  ___________________________________________________________________
 FG0019* NAD 83(1986)-  35 49 34.     (N)    092 10 18.     (W)     SCALED    
 FG0019* NAVD 88     -       314.580  (meters)    1032.08   (feet)  ADJUSTED  
 FG0019  ___________________________________________________________________
 FG0019  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FG0019  DYNAMIC HT  -         314.299 (meters)    1031.16  (feet)  COMP
 FG0019  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 FG0019
 FG0019  VERT ORDER  -  SECOND    CLASS 0
 FG0019
 FG0019.The horizontal coordinates were scaled from a topographic map and have
 FG0019.an estimated accuracy of +/- 6 seconds.
 FG0019
 FG0019.The orthometric height was determined by differential leveling
 FG0019.and adjusted by the National Geodetic Survey in June 1991..
 FG0019
 FG0019.The geoid height was determined by GEOID03.
 FG0019
 FG0019.The dynamic height is computed by dividing the NAVD 88
 FG0019.geopotential number by the normal gravity value computed on the
 FG0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0019.degrees latitude (g = 980.6199 gals.).
 FG0019
 FG0019.The modeled gravity was interpolated from observed gravity values.
 FG0019
 FG0019;                    North         East    Units  Estimated Accuracy
 FG0019;SPC AR N     -   165,630.      384,490.      MT  (+/- 180 meters Scaled)
 FG0019
 FG0019                          SUPERSEDED SURVEY CONTROL
 FG0019
 FG0019  NGVD 29 (??/??/92)  314.487  (m)         1031.78   (f) ADJ UNCH    2 0
 FG0019
 FG0019.Superseded values are not recommended for survey control.
 FG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0019.See file dsdata.txt to determine how the superseded data were derived.
 FG0019
 FG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV748649(NAD 83)
 FG0019_MARKER: DB = BENCH MARK DISK
 FG0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0019_STAMPING: B-18 1934
 FG0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0019+STABILITY: SURFACE MOTION
 FG0019
 FG0019  HISTORY     - Date     Condition        Report By
 FG0019  HISTORY     - 1934     MONUMENTED       CGS
 FG0019  HISTORY     - 1972     GOOD             USGS
 FG0019  HISTORY     - 1979     GOOD             DOD
 FG0019
 FG0019                          STATION DESCRIPTION
 FG0019
 FG0019'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FG0019'4.6 MI W FROM BATESVILLE.
 FG0019'ABOUT 4.6 MI. W. ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE STATION
 FG0019'AT BATESVILLE INDEPENDENCE CO., IN THE NW 1/4, OF THE NE 1/4 OF SEC.
 FG0019'22, T-13-N, R-7-W.  170 FT. W. ALONG THE TRACK FROM A CONC. CUL. DATED
 FG0019'1919, 65 FT. E. OF THE 15TH POLE W. OF MILEPOST 290, 83 FT. W. ALONG
 FG0019'THE TRACK FROM A DIRT RD. XING, 58 FT. SW OF A AMMONIA PIPELINE VENT
 FG0019'PIPE, 29 FT. S OF A ROAD PARRELLING THE TRACK, 15 FT. S. OF A METAL
 FG0019'WITNESS SIGN, 8.1 N OF THE N. RAIL.  NOTE-- ABOUT 6 IN UNDER RAILROAD
 FG0019'BALAST.  STANDARD DISK IN CONCRETE POST.
 FG0019
 FG0019                          STATION RECOVERY (1979)
 FG0019
 FG0019'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 FG0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0736 ***********************************************************************
 FF0736  DESIGNATION -  B 180
 FF0736  PID         -  FF0736
 FF0736  STATE/COUNTY-  AR/CRAIGHEAD
 FF0736  USGS QUAD   -  JONESBORO (1983)
 FF0736
 FF0736                         *CURRENT SURVEY CONTROL
 FF0736  ___________________________________________________________________
 FF0736* NAD 83(1986)-  35 50 29.     (N)    090 41 20.     (W)     SCALED    
 FF0736* NAVD 88     -        87.406  (meters)     286.76   (feet)  ADJUSTED  
 FF0736  ___________________________________________________________________
 FF0736  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF0736  DYNAMIC HT  -          87.332 (meters)     286.52  (feet)  COMP
 FF0736  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 FF0736
 FF0736  VERT ORDER  -  FIRST     CLASS II
 FF0736
 FF0736.The horizontal coordinates were scaled from a topographic map and have
 FF0736.an estimated accuracy of +/- 6 seconds.
 FF0736
 FF0736.The orthometric height was determined by differential leveling
 FF0736.and adjusted by the National Geodetic Survey in June 1991..
 FF0736
 FF0736.The geoid height was determined by GEOID03.
 FF0736
 FF0736.The dynamic height is computed by dividing the NAVD 88
 FF0736.geopotential number by the normal gravity value computed on the
 FF0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0736.degrees latitude (g = 980.6199 gals.).
 FF0736
 FF0736.The modeled gravity was interpolated from observed gravity values.
 FF0736
 FF0736;                    North         East    Units  Estimated Accuracy
 FF0736;SPC AR N     -   168,100.      518,440.      MT  (+/- 180 meters Scaled)
 FF0736
 FF0736                          SUPERSEDED SURVEY CONTROL
 FF0736
 FF0736  NGVD 29 (??/??/??)   87.319  (m)          286.48   (f) ADJUSTED    1 2
 FF0736
 FF0736.Superseded values are not recommended for survey control.
 FF0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0736.See file dsdata.txt to determine how the superseded data were derived.
 FF0736
 FF0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV087688(NAD 83)
 FF0736_MARKER: DB = BENCH MARK DISK
 FF0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0736_STAMPING: B 180 1956
 FF0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0736+STABILITY: SURFACE MOTION
 FF0736
 FF0736  HISTORY     - Date     Condition        Report By
 FF0736  HISTORY     - 1956     MONUMENTED       CGS
 FF0736  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0736
 FF0736                          STATION DESCRIPTION
 FF0736
 FF0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0736'0.9 MI SE FROM JONESBORO.
 FF0736'0.9 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0736'THE STATION AT JONESBORO, NEAR THE SOUTHWEST CORNER OF A TRAILER
 FF0736'PARK WHICH IS JUST EAST OF THE PESI-COLA BOTTLING COMPANY PLANT,
 FF0736'121 FEET NORTH AND ACROSS A SIDE TRACK FROM THE NORTH RAIL OF MAIN
 FF0736'TRACK, 19 FEET NORTH OF NORTHEAST RAIL OF SIDE TRACK, 121 FEET
 FF0736'NORTHEAST AND ACROSS SIDE TRACK FROM NORTHEAST CORNER OF TRESTLE
 FF0736'NO. 420.8, 30 FEET EAST OF NORTHEAST CORNER OF TRESTLE NO. 420.8A
 FF0736'ON SIDE TRACK, 27 1/2 FEET SOUTHWEST OF CENTER OF TOP OF A MANHOLE
 FF0736'COVER, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0736'8 FEET BELOW LEVEL OF MAIN TRACK AND SET IN THE TOP OF A CONCRETE
 FF0736'POST PROJECTING 3 INCHES.
 FF0736
 FF0736                          STATION RECOVERY (1992)
 FF0736
 FF0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0736'THE MONUMENT WAS FOUND WITH THE DISK MISSING. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0665 ***********************************************************************
 FF0665  DESIGNATION -  B 181
 FF0665  PID         -  FF0665
 FF0665  STATE/COUNTY-  AR/POINSETT
 FF0665  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0665
 FF0665                         *CURRENT SURVEY CONTROL
 FF0665  ___________________________________________________________________
 FF0665* NAD 83(1986)-  35 29 05.     (N)    090 58 33.     (W)     SCALED    
 FF0665* NAVD 88     -        71.403  (meters)     234.26   (feet)  ADJUSTED  
 FF0665  ___________________________________________________________________
 FF0665  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF0665  DYNAMIC HT  -          71.340 (meters)     234.05  (feet)  COMP
 FF0665  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 FF0665
 FF0665  VERT ORDER  -  FIRST     CLASS II
 FF0665
 FF0665.The horizontal coordinates were scaled from a topographic map and have
 FF0665.an estimated accuracy of +/- 6 seconds.
 FF0665
 FF0665.The orthometric height was determined by differential leveling
 FF0665.and adjusted by the National Geodetic Survey in June 1991..
 FF0665
 FF0665.The geoid height was determined by GEOID03.
 FF0665
 FF0665.The dynamic height is computed by dividing the NAVD 88
 FF0665.geopotential number by the normal gravity value computed on the
 FF0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0665.degrees latitude (g = 980.6199 gals.).
 FF0665
 FF0665.The modeled gravity was interpolated from observed gravity values.
 FF0665
 FF0665;                    North         East    Units  Estimated Accuracy
 FF0665;SPC AR N     -   128,220.      492,930.      MT  (+/- 180 meters Scaled)
 FF0665
 FF0665                          SUPERSEDED SURVEY CONTROL
 FF0665
 FF0665  NGVD 29 (??/??/??)   71.351  (m)          234.09   (f) ADJUSTED    1 2
 FF0665
 FF0665.Superseded values are not recommended for survey control.
 FF0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0665.See file dsdata.txt to determine how the superseded data were derived.
 FF0665
 FF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV836286(NAD 83)
 FF0665_MARKER: DB = BENCH MARK DISK
 FF0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0665_SP_SET: CULVERT
 FF0665_STAMPING: B 181 1956
 FF0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0665+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 FF0665
 FF0665  HISTORY     - Date     Condition        Report By
 FF0665  HISTORY     - 1956     MONUMENTED       CGS
 FF0665  HISTORY     - 1969     GOOD             CGS
 FF0665  HISTORY     - 20030506 GOOD             USACE
 FF0665
 FF0665                          STATION DESCRIPTION
 FF0665
 FF0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FF0665'0.4 MI S FROM FISHER.
 FF0665'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A MORE COMPLETE
 FF0665'DESCRIPTION FOLLOWS.  THE MARK IS ABOUT 0.4 OF A MILE SOUTH ALONG THE
 FF0665'ST. LOUIS SOUTHWESTERN RAILROAD FROM THE OLD STATION AT FISHER, ABOUT
 FF0665'0.1 OF A MILE SOUTH OF A ROAD CROSSING, 300 FEET EAST-NORTHEAST OF THE
 FF0665'APPROXIMATE INTERSECTION OF STATE ROUTE 39 AND STATE ROUTE 214,
 FF0665'45 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 39, 25.1
 FF0665'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK, ABOUT 2 1/2 FEET
 FF0665'BELOW THE LEVEL OF THE TRACK, AND 1.4 FEET EAST OF A METAL
 FF0665'WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK CEMENTED
 FF0665'IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 FF0665'HEADWALL OF A 4-FOOT CONCRETE CULVERT UNDER THE RAILROAD TRACK
 FF0665'AND THE DISK IS STAMPED B 181 1956.
 FF0665
 FF0665                          STATION RECOVERY (2003)
 FF0665
 FF0665'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0902 ***********************************************************************
 FF0902  DESIGNATION -  B 183
 FF0902  PID         -  FF0902
 FF0902  STATE/COUNTY-  AR/POINSETT
 FF0902  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0902
 FF0902                         *CURRENT SURVEY CONTROL
 FF0902  ___________________________________________________________________
 FF0902* NAD 83(1986)-  35 33 50.     (N)    090 48 04.     (W)     SCALED    
 FF0902* NAVD 88     -        73.259  (meters)     240.35   (feet)  ADJUSTED  
 FF0902  ___________________________________________________________________
 FF0902  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF0902  DYNAMIC HT  -          73.195 (meters)     240.14  (feet)  COMP
 FF0902  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 FF0902
 FF0902  VERT ORDER  -  FIRST     CLASS II
 FF0902
 FF0902.The horizontal coordinates were scaled from a topographic map and have
 FF0902.an estimated accuracy of +/- 6 seconds.
 FF0902
 FF0902.The orthometric height was determined by differential leveling
 FF0902.and adjusted by the National Geodetic Survey in June 1991..
 FF0902
 FF0902.The geoid height was determined by GEOID03.
 FF0902
 FF0902.The dynamic height is computed by dividing the NAVD 88
 FF0902.geopotential number by the normal gravity value computed on the
 FF0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0902.degrees latitude (g = 980.6199 gals.).
 FF0902
 FF0902.The modeled gravity was interpolated from observed gravity values.
 FF0902
 FF0902;                    North         East    Units  Estimated Accuracy
 FF0902;SPC AR N     -   137,180.      508,680.      MT  (+/- 180 meters Scaled)
 FF0902
 FF0902                          SUPERSEDED SURVEY CONTROL
 FF0902
 FF0902  NGVD 29 (??/??/??)   73.202  (m)          240.16   (f) ADJUSTED    1 2
 FF0902
 FF0902.Superseded values are not recommended for survey control.
 FF0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0902.See file dsdata.txt to determine how the superseded data were derived.
 FF0902
 FF0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV992378(NAD 83)
 FF0902_MARKER: DB = BENCH MARK DISK
 FF0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0902_SP_SET: CULVERT
 FF0902_STAMPING: B 183 1956
 FF0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0902
 FF0902  HISTORY     - Date     Condition        Report By
 FF0902  HISTORY     - 1956     MONUMENTED       CGS
 FF0902  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FF0902
 FF0902                          STATION DESCRIPTION
 FF0902
 FF0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0902'4.4 MI W FROM HARRISBURG.
 FF0902'4.45 MILES WEST ALONG STATE HIGHWAY 14 FROM THE FIRST BAPTIST
 FF0902'CHURCH AT HARRISBURG, ABOUT 0.5 MILE WEST OF HIGHWAY BRIDGE OVER
 FF0902'L ANGUILLE RIVER, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 FF0902'SOUTH, 36 FEET SOUTH OF CENTER LINE OF HIGHWAY, 9 FEET EAST OF
 FF0902'CENTER LINE OF GRAVEL ROAD, IN THE TOP OF SOUTH END OF THE EAST
 FF0902'HEAD WALL OF AN 8-FOOT CONCRETE CULVERT WITH PARTITION ON GRAVEL
 FF0902'ROAD SOUTH AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 FF0902
 FF0902                          STATION RECOVERY (2002)
 FF0902
 FF0902'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0902'CULVERT HAS BEEN COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0803 ***********************************************************************
 FF0803  DESIGNATION -  B 184
 FF0803  PID         -  FF0803
 FF0803  STATE/COUNTY-  AR/CRAIGHEAD
 FF0803  USGS QUAD   -  NEEDHAM (1983)
 FF0803
 FF0803                         *CURRENT SURVEY CONTROL
 FF0803  ___________________________________________________________________
 FF0803* NAD 83(1986)-  35 49 08.     (N)    090 30 29.     (W)     SCALED    
 FF0803* NAVD 88     -        72.422  (meters)     237.60   (feet)  POSTED    
 FF0803  ___________________________________________________________________
 FF0803  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FF0803  DYNAMIC HT  -          72.360 (meters)     237.40  (feet)  COMP
 FF0803  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 FF0803
 FF0803  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0803
 FF0803.The horizontal coordinates were scaled from a topographic map and have
 FF0803.an estimated accuracy of +/- 6 seconds.
 FF0803
 FF0803.The orthometric height was determined by differential leveling
 FF0803.and adjusted by the National Geodetic Survey in 1992..
 FF0803.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0803.rate of 1.1 thru 2.0 mm/km.
 FF0803
 FF0803.The geoid height was determined by GEOID03.
 FF0803
 FF0803.The dynamic height is computed by dividing the NAVD 88
 FF0803.geopotential number by the normal gravity value computed on the
 FF0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0803.degrees latitude (g = 980.6199 gals.).
 FF0803
 FF0803.The modeled gravity was interpolated from observed gravity values.
 FF0803
 FF0803;                    North         East    Units  Estimated Accuracy
 FF0803;SPC AR N     -   165,830.      534,810.      MT  (+/- 180 meters Scaled)
 FF0803
 FF0803                          SUPERSEDED SURVEY CONTROL
 FF0803
 FF0803  NGVD 29 (??/??/??)   72.358  (m)          237.39   (f) ADJUSTED    1 2
 FF0803
 FF0803.Superseded values are not recommended for survey control.
 FF0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0803.See file dsdata.txt to determine how the superseded data were derived.
 FF0803
 FF0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV251667(NAD 83)
 FF0803_MARKER: DB = BENCH MARK DISK
 FF0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0803_STAMPING: B 184 1956
 FF0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0803+STABILITY: SURFACE MOTION
 FF0803
 FF0803  HISTORY     - Date     Condition        Report By
 FF0803  HISTORY     - 1956     MONUMENTED       CGS
 FF0803  HISTORY     - 20020814 MARK NOT FOUND   USACE
 FF0803
 FF0803                          STATION DESCRIPTION
 FF0803
 FF0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0803'4.2 MI W FROM LAKE CITY.
 FF0803'4.15 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0803'THE CITY WATER TOWER AT LAKE CITY, ABOUT 0.9 MILE WEST OF ROAD
 FF0803'CROSSING AT BOWMAN, AT CROSSING OF PEKIN ROAD, 48 1/2 FEET NORTH
 FF0803'OF NORTH RAIL, 37 FEET EAST OF CENTER LINE OF ROAD, 37.8 FEET
 FF0803'WEST-NORTHWEST OF TELEPHONE POLE NO. 1572, 9 FEET EAST OF A
 FF0803'FENCE CORNER, 15 FEET EAST OF A POWER POLE ON A NORTH-SOUTH
 FF0803'LINE, 14 FEET WEST OF CENTER OF A GATE IN FENCE LINE, 1 FOOT
 FF0803'SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 FF0803'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0803'CONCRETE POST PROJECTING 3 INCHES.
 FF0803
 FF0803                          STATION RECOVERY (2002)
 FF0803
 FF0803'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0046 ***********************************************************************
 FF0046  DESIGNATION -  B 185
 FF0046  PID         -  FF0046
 FF0046  STATE/COUNTY-  AR/MISSISSIPPI
 FF0046  USGS QUAD   -  MANILA SOUTH (1983)
 FF0046
 FF0046                         *CURRENT SURVEY CONTROL
 FF0046  ___________________________________________________________________
 FF0046* NAD 83(1986)-  35 51 02.     (N)    090 07 43.     (W)     SCALED    
 FF0046* NAVD 88     -        76.257  (meters)     250.19   (feet)  ADJUSTED  
 FF0046  ___________________________________________________________________
 FF0046  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FF0046  DYNAMIC HT  -          76.193 (meters)     249.98  (feet)  COMP
 FF0046  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 FF0046
 FF0046  VERT ORDER  -  FIRST     CLASS II
 FF0046
 FF0046.The horizontal coordinates were scaled from a topographic map and have
 FF0046.an estimated accuracy of +/- 6 seconds.
 FF0046
 FF0046.The orthometric height was determined by differential leveling
 FF0046.and adjusted by the National Geodetic Survey in June 1991..
 FF0046
 FF0046.The geoid height was determined by GEOID03.
 FF0046
 FF0046.The dynamic height is computed by dividing the NAVD 88
 FF0046.geopotential number by the normal gravity value computed on the
 FF0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0046.degrees latitude (g = 980.6199 gals.).
 FF0046
 FF0046.The modeled gravity was interpolated from observed gravity values.
 FF0046
 FF0046;                    North         East    Units  Estimated Accuracy
 FF0046;SPC AR N     -   169,930.      569,030.      MT  (+/- 180 meters Scaled)
 FF0046
 FF0046                          SUPERSEDED SURVEY CONTROL
 FF0046
 FF0046  NGVD 29 (??/??/??)   76.241  (m)          250.13   (f) ADJUSTED    1 2
 FF0046
 FF0046.Superseded values are not recommended for survey control.
 FF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0046.See file dsdata.txt to determine how the superseded data were derived.
 FF0046
 FF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV593711(NAD 83)
 FF0046_MARKER: DB = BENCH MARK DISK
 FF0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0046_SP_SET: BRIDGE ABUTMENT
 FF0046_STAMPING: B 185 1956
 FF0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0046+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 FF0046
 FF0046  HISTORY     - Date     Condition        Report By
 FF0046  HISTORY     - 1956     MONUMENTED       CGS
 FF0046  HISTORY     - 20020720 GOOD             USACE
 FF0046
 FF0046                          STATION DESCRIPTION
 FF0046
 FF0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0046'3 MI SE FROM MANILA.
 FF0046'ABOUT 3.05 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0046'RAILWAY FROM THE CITY WATER TOWER AT MANILA, ABOUT 50 YARDS
 FF0046'SOUTHWEST OF TRACK, ALONG STATE HIGHWAY 18, IN THE TOP OF THE
 FF0046'SOUTHWEST END OF NORTHWEST CONCRETE ABUTMENT OF HIGHWAY 18
 FF0046'BRIDGE OVER LITTLE RIVER (PLAQUE ON BRIDGE - BIG LAKE OUTLET), 14
 FF0046'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1/2 FOOT NORTHEAST OF
 FF0046'NORTHEAST FACE OF CONCRETE BANISTER, AND 3/4 FOOT ABOVE LEVEL OF
 FF0046'HIGHWAY.
 FF0046
 FF0046                          STATION RECOVERY (2002)
 FF0046
 FF0046'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0855 ***********************************************************************
 FF0855  DESIGNATION -  B 186
 FF0855  PID         -  FF0855
 FF0855  STATE/COUNTY-  AR/CRAIGHEAD
 FF0855  USGS QUAD   -  OTWELL (1980)
 FF0855
 FF0855                         *CURRENT SURVEY CONTROL
 FF0855  ___________________________________________________________________
 FF0855* NAD 83(1986)-  35 44 30.     (N)    090 49 50.     (W)     SCALED    
 FF0855* NAVD 88     -        76.451  (meters)     250.82   (feet)  ADJUSTED  
 FF0855  ___________________________________________________________________
 FF0855  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF0855  DYNAMIC HT  -          76.386 (meters)     250.61  (feet)  COMP
 FF0855  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 FF0855
 FF0855  VERT ORDER  -  FIRST     CLASS II
 FF0855
 FF0855.The horizontal coordinates were scaled from a topographic map and have
 FF0855.an estimated accuracy of +/- 6 seconds.
 FF0855
 FF0855.The orthometric height was determined by differential leveling
 FF0855.and adjusted by the National Geodetic Survey in June 1991..
 FF0855
 FF0855.The geoid height was determined by GEOID03.
 FF0855
 FF0855.The dynamic height is computed by dividing the NAVD 88
 FF0855.geopotential number by the normal gravity value computed on the
 FF0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0855.degrees latitude (g = 980.6199 gals.).
 FF0855
 FF0855.The modeled gravity was interpolated from observed gravity values.
 FF0855
 FF0855;                    North         East    Units  Estimated Accuracy
 FF0855;SPC AR N     -   156,870.      505,780.      MT  (+/- 180 meters Scaled)
 FF0855
 FF0855                          SUPERSEDED SURVEY CONTROL
 FF0855
 FF0855  NGVD 29 (??/??/??)   76.378  (m)          250.58   (f) ADJUSTED    1 2
 FF0855
 FF0855.Superseded values are not recommended for survey control.
 FF0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0855.See file dsdata.txt to determine how the superseded data were derived.
 FF0855
 FF0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV961574(NAD 83)
 FF0855_MARKER: DB = BENCH MARK DISK
 FF0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0855_STAMPING: B 186 1956
 FF0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0855+STABILITY: SURFACE MOTION
 FF0855
 FF0855  HISTORY     - Date     Condition        Report By
 FF0855  HISTORY     - 1956     MONUMENTED       CGS
 FF0855  HISTORY     - 20020821 POOR             USACE
 FF0855
 FF0855                          STATION DESCRIPTION
 FF0855
 FF0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0855'2.6 MI S FROM GIBSON.
 FF0855'2.6 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0855'THE ROAD CROSSING AT GIBSON, ABOUT 1.1 MILES NORTH OF ROAD
 FF0855'CROSSING AT OTWELL, ABOUT 5 1/2 TELEPHONE POLES SOUTH OF MILE
 FF0855'POLE 136, 135 FEET EAST AND ACROSS STATE HIGHWAY 39 FROM THE
 FF0855'EAST RAIL, 152 FEET EAST AND ACROSS HIGHWAY FROM CENTER OF
 FF0855'CROSSING OF TRACK AND AN EAST-WEST ROAD, 45 FEET EAST OF CENTER
 FF0855'LINE OF HIGHWAY, 21 1/2 FEET NORTH OF CENTER LINE OF A DIM
 FF0855'ROAD EAST, 18 FEET NORTHEAST OF NORTH END OF A 24-INCH METAL PIPE
 FF0855'CULVERT UNDER DIM ROAD EAST, 7 FEET EAST OF A FENCE CORNER, 1 1/2
 FF0855'FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 FF0855'POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0855'CONCRETE POST PROJECTING 3 INCHES.
 FF0855
 FF0855                          STATION RECOVERY (2002)
 FF0855
 FF0855'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0855'THE STATION WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0027 ***********************************************************************
 FF0027  DESIGNATION -  B 187
 FF0027  PID         -  FF0027
 FF0027  STATE/COUNTY-  AR/MISSISSIPPI
 FF0027  USGS QUAD   -  HALF MOON (1983)
 FF0027
 FF0027                         *CURRENT SURVEY CONTROL
 FF0027  ___________________________________________________________________
 FF0027* NAD 83(1986)-  35 52 31.     (N)    090 00 20.     (W)     SCALED    
 FF0027* NAVD 88     -        73.912  (meters)     242.49   (feet)  ADJUSTED  
 FF0027  ___________________________________________________________________
 FF0027  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FF0027  DYNAMIC HT  -          73.850 (meters)     242.29  (feet)  COMP
 FF0027  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FF0027
 FF0027  VERT ORDER  -  FIRST     CLASS II
 FF0027
 FF0027.The horizontal coordinates were scaled from a topographic map and have
 FF0027.an estimated accuracy of +/- 6 seconds.
 FF0027
 FF0027.The orthometric height was determined by differential leveling
 FF0027.and adjusted by the National Geodetic Survey in June 1991..
 FF0027
 FF0027.The geoid height was determined by GEOID03.
 FF0027
 FF0027.The dynamic height is computed by dividing the NAVD 88
 FF0027.geopotential number by the normal gravity value computed on the
 FF0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0027.degrees latitude (g = 980.6199 gals.).
 FF0027
 FF0027.The modeled gravity was interpolated from observed gravity values.
 FF0027
 FF0027;                    North         East    Units  Estimated Accuracy
 FF0027;SPC AR N     -   172,890.      580,090.      MT  (+/- 180 meters Scaled)
 FF0027
 FF0027                          SUPERSEDED SURVEY CONTROL
 FF0027
 FF0027  NGVD 29 (??/??/??)   73.878  (m)          242.38   (f) ADJUSTED    1 2
 FF0027
 FF0027.Superseded values are not recommended for survey control.
 FF0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0027.See file dsdata.txt to determine how the superseded data were derived.
 FF0027
 FF0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV703742(NAD 83)
 FF0027_MARKER: DB = BENCH MARK DISK
 FF0027_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0027_SP_SET: 48 FEET
 FF0027_STAMPING: B 187 1956
 FF0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0027
 FF0027  HISTORY     - Date     Condition        Report By
 FF0027  HISTORY     - 1956     MONUMENTED       CGS
 FF0027  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0027  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0027
 FF0027                          STATION DESCRIPTION
 FF0027
 FF0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0027'2.2 MI NE FROM DELL.
 FF0027'ABOUT 2.25 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0027'RAILWAY FROM CROSSING OF STATE HIGHWAY 119 AT DELL, ABOUT 0.3
 FF0027'MILE NORTHEAST OF CROSSING OF A DRIVE TO MC DEARMAN PLANTATION,
 FF0027'ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES NO. 274 AND 275,
 FF0027'33 FEET NORTHWEST OF NORTHWEST RAIL, 96 FEET NORTH-NORTHEAST
 FF0027'OF CENTER OF CROSSING OF A FARM ROAD, 48 FEET SOUTH-SOUTHEAST OF
 FF0027'EAST CORNER OF A FARM HOUSE, 50 FEET EAST-SOUTHEAST OF SOUTH
 FF0027'CORNER OF FARM HOUSE, 28 FEET EAST OF THE SOUTHEAST ONE OF THREE
 FF0027'20-INCH COTTONWOOD TREES, 5 FEET NORTHWEST OF TELEPHONE POLE
 FF0027'NO. 244/21, IN A ROW OF LAWN FLOWERS, 1 1/2 FEET NORTHWEST OF
 FF0027'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK
 FF0027'AND SET IN THE TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH
 FF0027'GROUND AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS ABOUT 2
 FF0027'INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 48-FEET.
 FF0027
 FF0027                          STATION RECOVERY (1978)
 FF0027
 FF0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0027'MARK NOT FOUND.
 FF0027
 FF0027                          STATION RECOVERY (1978)
 FF0027
 FF0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0094 ***********************************************************************
 GE0094  DESIGNATION -  B 188
 GE0094  PID         -  GE0094
 GE0094  STATE/COUNTY-  AR/CLAY
 GE0094  USGS QUAD   -  MOUNDS (1984)
 GE0094
 GE0094                         *CURRENT SURVEY CONTROL
 GE0094  ___________________________________________________________________
 GE0094* NAD 83(1986)-  36 14 26.     (N)    090 19 04.     (W)     SCALED    
 GE0094* NAVD 88     -        83.275  (meters)     273.21   (feet)  ADJUSTED  
 GE0094  ___________________________________________________________________
 GE0094  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GE0094  DYNAMIC HT  -          83.207 (meters)     272.99  (feet)  COMP
 GE0094  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GE0094
 GE0094  VERT ORDER  -  FIRST     CLASS II
 GE0094
 GE0094.The horizontal coordinates were scaled from a topographic map and have
 GE0094.an estimated accuracy of +/- 6 seconds.
 GE0094
 GE0094.The orthometric height was determined by differential leveling
 GE0094.and adjusted by the National Geodetic Survey in June 1991..
 GE0094
 GE0094.The geoid height was determined by GEOID03.
 GE0094
 GE0094.The dynamic height is computed by dividing the NAVD 88
 GE0094.geopotential number by the normal gravity value computed on the
 GE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0094.degrees latitude (g = 980.6199 gals.).
 GE0094
 GE0094.The modeled gravity was interpolated from observed gravity values.
 GE0094
 GE0094;                    North         East    Units  Estimated Accuracy
 GE0094;SPC AR N     -   212,890.      551,210.      MT  (+/- 180 meters Scaled)
 GE0094
 GE0094                          SUPERSEDED SURVEY CONTROL
 GE0094
 GE0094  NGVD 29 (??/??/92)   83.268  (m)          273.19   (f) ADJ UNCH    1 2
 GE0094
 GE0094.Superseded values are not recommended for survey control.
 GE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0094.See file dsdata.txt to determine how the superseded data were derived.
 GE0094
 GE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA410139(NAD 83)
 GE0094_MARKER: DB = BENCH MARK DISK
 GE0094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0094_SP_SET: 48 FEET
 GE0094_STAMPING: B 188 1956
 GE0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0094
 GE0094  HISTORY     - Date     Condition        Report By
 GE0094  HISTORY     - 1956     MONUMENTED       CGS
 GE0094  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0094
 GE0094                          STATION DESCRIPTION
 GE0094
 GE0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0094'2.2 MI SW FROM RECTOR.
 GE0094'ABOUT 2.2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0094'FROM THE STATION AT RECTOR, ABOUT 0.1 MILE NORTHEAST OF THE
 GE0094'GREENE-CLAY COUNTY LINE, ABOUT 0.35 MILE SOUTHWEST OF A GRAVEL
 GE0094'ROAD CROSSING, ABOUT 0.35 MILE NORTHEAST OF MILE POLE 88, AT A
 GE0094'PRIVATE ROAD CROSSING, 45 3/4 FEET NORTHWEST OF NORTHWEST RAIL,
 GE0094'126 FEET EAST OF NORTHEAST CORNER OF A SMALL TWO-ROOM FRAME HOUSE,
 GE0094'77 FEET NORTH-NORTHEAST OF CENTER OF CROSSING OF TRACK AND PRIVATE
 GE0094'ROAD, 62 FEET NORTHEAST OF CENTER LINE OF PRIVATE ROAD, 53 FEET
 GE0094'NORTHEAST OF NORTHEAST END OF A 24-INCH TILE PIPE CULVERT UNDER
 GE0094'PRIVATE ROAD, 19 FEET WEST-SOUTHWEST OF TELEPHONE POLE NO. 839,
 GE0094'30 FEET SOUTHWEST OF A FENCE CORNER, 1/2 FOOT SOUTHEAST OF A FENCE
 GE0094'LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GE0094'4 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A
 GE0094'COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED
 GE0094'BY A 4-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD IS DRIVEN TO
 GE0094'A DEPTH OF 48-FEET IN GROUND.
 GE0094
 GE0094                          STATION RECOVERY (1981)
 GE0094
 GE0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1836 ***********************************************************************
 FE1836  DESIGNATION -  B 189
 FE1836  PID         -  FE1836
 FE1836  STATE/COUNTY-  AR/MISSISSIPPI
 FE1836  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1836
 FE1836                         *CURRENT SURVEY CONTROL
 FE1836  ___________________________________________________________________
 FE1836* NAD 83(1986)-  35 55 31.     (N)    089 55 17.     (W)     SCALED    
 FE1836* NAVD 88     -        78.323  (meters)     256.96   (feet)  ADJUSTED  
 FE1836  ___________________________________________________________________
 FE1836  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE1836  DYNAMIC HT  -          78.257 (meters)     256.75  (feet)  COMP
 FE1836  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 FE1836
 FE1836  VERT ORDER  -  FIRST     CLASS II
 FE1836
 FE1836.The horizontal coordinates were scaled from a topographic map and have
 FE1836.an estimated accuracy of +/- 6 seconds.
 FE1836
 FE1836.The orthometric height was determined by differential leveling
 FE1836.and adjusted by the National Geodetic Survey in June 1991..
 FE1836
 FE1836.The geoid height was determined by GEOID03.
 FE1836
 FE1836.The dynamic height is computed by dividing the NAVD 88
 FE1836.geopotential number by the normal gravity value computed on the
 FE1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1836.degrees latitude (g = 980.6199 gals.).
 FE1836
 FE1836.The modeled gravity was interpolated from observed gravity values.
 FE1836
 FE1836;                    North         East    Units  Estimated Accuracy
 FE1836;SPC AR N     -   178,600.      587,570.      MT  (+/- 180 meters Scaled)
 FE1836
 FE1836                          SUPERSEDED SURVEY CONTROL
 FE1836
 FE1836  NGVD 29 (??/??/??)   78.273  (m)          256.80   (f) ADJUSTED    1 2
 FE1836
 FE1836.Superseded values are not recommended for survey control.
 FE1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1836.See file dsdata.txt to determine how the superseded data were derived.
 FE1836
 FE1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE364796(NAD 83)
 FE1836_MARKER: DB = BENCH MARK DISK
 FE1836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1836_SP_SET: CONCRETE BASE
 FE1836_STAMPING: B 189 1956
 FE1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1836+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1836
 FE1836  HISTORY     - Date     Condition        Report By
 FE1836  HISTORY     - 1956     MONUMENTED       CGS
 FE1836  HISTORY     - 1987     GOOD             USPSQD
 FE1836  HISTORY     - 20020722 GOOD             USACE
 FE1836
 FE1836                          STATION DESCRIPTION
 FE1836
 FE1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1836'AT BLYTHEVILLE.
 FE1836'AT BLYTHEVILLE, ABOUT 0.35 MILE EAST ALONG THE ST. LOUIS-SAN
 FE1836'FRANCISCO RAILWAY FROM THE CROSSING OF 21ST STREET (STATE
 FE1836'HIGHWAY 18), ABOUT 105 YARDS SOUTH-SOUTHEAST OF INTERSECTION OF
 FE1836'WEST ASH AND SOUTH 15TH STREET, AT THE CITY WATER TOWER, IN THE
 FE1836'TOP OF THE NORTHWEST CORNER OF CONCRETE BASE OF NORTH LEG OF
 FE1836'10-LEGGED WATER TOWER, 68 1/2 FEET SOUTH OF SOUTH RAIL OF MAIN
 FE1836'TRACK AND ABOUT 1 FOOT ABOVE GROUND.
 FE1836
 FE1836                          STATION RECOVERY (1987)
 FE1836
 FE1836'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1836'RECOVERED IN GOOD CONDITION.
 FE1836
 FE1836                          STATION RECOVERY (2002)
 FE1836
 FE1836'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0835 ***********************************************************************
 FG0835  DESIGNATION -  B 19
 FG0835  PID         -  FG0835
 FG0835  STATE/COUNTY-  AR/NEWTON
 FG0835  USGS QUAD   -  SWAIN (1978)
 FG0835
 FG0835                         *CURRENT SURVEY CONTROL
 FG0835  ___________________________________________________________________
 FG0835* NAD 83(1986)-  35 50 49.     (N)    093 21 47.     (W)     SCALED    
 FG0835* NAVD 88     -       677.741  (meters)    2223.56   (feet)  ADJUSTED  
 FG0835  ___________________________________________________________________
 FG0835  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0835  DYNAMIC HT  -         677.081 (meters)    2221.39  (feet)  COMP
 FG0835  MODELED GRAV-     979,635.8   (mgal)                       NAVD 88
 FG0835
 FG0835  VERT ORDER  -  SECOND    CLASS 0
 FG0835
 FG0835.The horizontal coordinates were scaled from a topographic map and have
 FG0835.an estimated accuracy of +/- 6 seconds.
 FG0835
 FG0835.The orthometric height was determined by differential leveling
 FG0835.and adjusted by the National Geodetic Survey in June 1991..
 FG0835
 FG0835.The geoid height was determined by GEOID03.
 FG0835
 FG0835.The dynamic height is computed by dividing the NAVD 88
 FG0835.geopotential number by the normal gravity value computed on the
 FG0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0835.degrees latitude (g = 980.6199 gals.).
 FG0835
 FG0835.The modeled gravity was interpolated from observed gravity values.
 FG0835
 FG0835;                    North         East    Units  Estimated Accuracy
 FG0835;SPC AR N     -   168,780.      276,880.      MT  (+/- 180 meters Scaled)
 FG0835
 FG0835                          SUPERSEDED SURVEY CONTROL
 FG0835
 FG0835  NGVD 29 (??/??/92)  677.654  (m)         2223.27   (f) ADJ UNCH    2 0
 FG0835
 FG0835.Superseded values are not recommended for survey control.
 FG0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0835.See file dsdata.txt to determine how the superseded data were derived.
 FG0835
 FG0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV672670(NAD 83)
 FG0835_MARKER: DB = BENCH MARK DISK
 FG0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0835_STAMPING: 2223.270 B 19 1932
 FG0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0835+STABILITY: SURFACE MOTION
 FG0835
 FG0835  HISTORY     - Date     Condition        Report By
 FG0835  HISTORY     - 1932     MONUMENTED       CGS
 FG0835  HISTORY     - 1935     GOOD             NGS
 FG0835  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG0835
 FG0835                          STATION DESCRIPTION
 FG0835
 FG0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0835'1.75 MI W FROM SWAIN.
 FG0835'1-3/4 MILES WEST ALONG STATE HIGHWAY 16 FROM SWAIN, NEWTON COUNTY, 1/8
 FG0835'MILE WEST OF THE JUNCTION WITH STATE HIGHWAY 21, 192 FEET WEST OF THE
 FG0835'FIRST CULVERT WEST OF THE JUNCTION, 60 FEET WEST OF THE CENTERLINE OF
 FG0835'THE HIGHWAY, AND 1 FOOT SOUTH OF A POINT 25 FEET EAST OF THE SOUTHWEST
 FG0835'CORNER OF A SMALL FIELD OWNED BY W. E. SMITH.  A STANDARD DISK,
 FG0835'STAMPED 2223.270 B 19 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FG0835'NOTE-- THE RAILROAD STATION AND THE SECTION TOOL HOUSE HAVE BEEN
 FG0835'REMOVED.  THE POLE HAS BEEN REPLACED AND FILL PLACED ALONG THE TRACK.
 FG0835
 FG0835                          STATION RECOVERY (1972)
 FG0835
 FG0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1591 ***********************************************************************
 FF1591  DESIGNATION -  B 19
 FF1591  PID         -  FF1591
 FF1591  STATE/COUNTY-  AR/INDEPENDENCE
 FF1591  USGS QUAD   -  CONCORD (1973)
 FF1591
 FF1591                         *CURRENT SURVEY CONTROL
 FF1591  ___________________________________________________________________
 FF1591* NAD 83(1986)-  35 44 46.     (N)    091 46 17.     (W)     SCALED    
 FF1591* NAVD 88     -        85.507  (meters)     280.53   (feet)  ADJUSTED  
 FF1591  ___________________________________________________________________
 FF1591  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF1591  DYNAMIC HT  -          85.433 (meters)     280.29  (feet)  COMP
 FF1591  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 FF1591
 FF1591  VERT ORDER  -  SECOND    CLASS 0
 FF1591
 FF1591.The horizontal coordinates were scaled from a topographic map and have
 FF1591.an estimated accuracy of +/- 6 seconds.
 FF1591
 FF1591.The orthometric height was determined by differential leveling
 FF1591.and adjusted by the National Geodetic Survey in June 1991..
 FF1591
 FF1591.The geoid height was determined by GEOID03.
 FF1591
 FF1591.The dynamic height is computed by dividing the NAVD 88
 FF1591.geopotential number by the normal gravity value computed on the
 FF1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1591.degrees latitude (g = 980.6199 gals.).
 FF1591
 FF1591.The modeled gravity was interpolated from observed gravity values.
 FF1591
 FF1591;                    North         East    Units  Estimated Accuracy
 FF1591;SPC AR N     -   156,760.      420,680.      MT  (+/- 180 meters Scaled)
 FF1591
 FF1591                          SUPERSEDED SURVEY CONTROL
 FF1591
 FF1591  NGVD 29 (??/??/??)   85.426  (m)          280.27   (f) ADJUSTED    2 0
 FF1591
 FF1591.Superseded values are not recommended for survey control.
 FF1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1591.See file dsdata.txt to determine how the superseded data were derived.
 FF1591
 FF1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV110564(NAD 83)
 FF1591_MARKER: DD = SURVEY DISK
 FF1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1591_STAMPING: B 19 1934
 FF1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1591+STABILITY: SURFACE MOTION
 FF1591
 FF1591  HISTORY     - Date     Condition        Report By
 FF1591  HISTORY     - 1934     MONUMENTED       ARGS
 FF1591  HISTORY     - 1934     GOOD             CGS
 FF1591  HISTORY     - 1941     GOOD             CGS
 FF1591  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1591
 FF1591                          STATION DESCRIPTION
 FF1591
 FF1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1591'AT EARNHARTS.
 FF1591'AT EARNHARTS, INDEPENDENCE COUNTY, ABOUT 400 FEET SOUTHWEST
 FF1591'OF THE MISSOURI PACIFIC RAILROAD STATION, IN THE NE. 1/4, OF THE
 FF1591'NW. 1/4 OF SEC. 29, T. 23 N., R. 7 W., 12 FEET EAST AND 69 FEET
 FF1591'SOUTH OF THE FOURTH POLE WEST OF MILEPOST 293, AND 47.4 FEET
 FF1591'SOUTH OF THE SOUTHEAST CORNER OF A SECTION TOOL HOUSE.  A STATE
 FF1591'SURVEY STANDARD DISK, STAMPED B 19 1934 AND SET IN THE TOP OF A
 FF1591'CONCRETE POST.
 FF1591
 FF1591                          STATION RECOVERY (1941)
 FF1591
 FF1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 FF1591'RECOVERED IN GOOD CONDITION.
 FF1591
 FF1591                          STATION RECOVERY (1986)
 FF1591
 FF1591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0147 ***********************************************************************
 GE0147  DESIGNATION -  B 190
 GE0147  PID         -  GE0147
 GE0147  STATE/COUNTY-  AR/CLAY
 GE0147  USGS QUAD   -  MC DOUGAL (1984)
 GE0147
 GE0147                         *CURRENT SURVEY CONTROL
 GE0147  ___________________________________________________________________
 GE0147* NAD 83(1986)-  36 26 06.     (N)    090 25 49.     (W)     SCALED    
 GE0147* NAVD 88     -        88.827  (meters)     291.43   (feet)  ADJUSTED  
 GE0147  ___________________________________________________________________
 GE0147  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GE0147  DYNAMIC HT  -          88.755 (meters)     291.19  (feet)  COMP
 GE0147  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GE0147
 GE0147  VERT ORDER  -  FIRST     CLASS II
 GE0147
 GE0147.The horizontal coordinates were scaled from a topographic map and have
 GE0147.an estimated accuracy of +/- 6 seconds.
 GE0147
 GE0147.The orthometric height was determined by differential leveling
 GE0147.and adjusted by the National Geodetic Survey in June 1991..
 GE0147
 GE0147.The geoid height was determined by GEOID03.
 GE0147
 GE0147.The dynamic height is computed by dividing the NAVD 88
 GE0147.geopotential number by the normal gravity value computed on the
 GE0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0147.degrees latitude (g = 980.6199 gals.).
 GE0147
 GE0147.The modeled gravity was interpolated from observed gravity values.
 GE0147
 GE0147;                    North         East    Units  Estimated Accuracy
 GE0147;SPC AR N     -   234,300.      540,750.      MT  (+/- 180 meters Scaled)
 GE0147
 GE0147                          SUPERSEDED SURVEY CONTROL
 GE0147
 GE0147  NGVD 29 (??/??/92)   88.818  (m)          291.40   (f) ADJ UNCH    1 2
 GE0147
 GE0147.Superseded values are not recommended for survey control.
 GE0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0147.See file dsdata.txt to determine how the superseded data were derived.
 GE0147
 GE0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA303352(NAD 83)
 GE0147_MARKER: DB = BENCH MARK DISK
 GE0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0147_STAMPING: B 190 1956
 GE0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0147+STABILITY: SURFACE MOTION
 GE0147
 GE0147  HISTORY     - Date     Condition        Report By
 GE0147  HISTORY     - 1956     MONUMENTED       CGS
 GE0147  HISTORY     - 1981     POOR             USGS
 GE0147  HISTORY     - 20020916 MARK NOT FOUND   USACE
 GE0147
 GE0147                          STATION DESCRIPTION
 GE0147
 GE0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0147'2.2 MI W FROM MC DOUGAL.
 GE0147'ABOUT 2.15 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN
 GE0147'AT MC DOUGAL, ABOUT 0.2 MILE EAST OF A NARROW GRAVEL ROAD LEADING
 GE0147'NORTH, 61 FEET NORTH OF CENTER LINE OF HIGHWAY, 57 FEET EAST
 GE0147'OF R.E.A. POWER POLE NO. 5/85, 51 FEET NORTHWEST OF WEST END OF
 GE0147'NORTH CONCRETE HEAD WALL OF A 24-INCH METAL PIPE CULVERT UNDER
 GE0147'HIGHWAY, 1 1/2 FEET SOUTH OF A FENCE LINE, 2 1/2 FEET EAST OF A
 GE0147'WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF
 GE0147'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GE0147'INCHES.
 GE0147
 GE0147                          STATION RECOVERY (1981)
 GE0147
 GE0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0147'MARK RECOVERED IN POOR CONDITION.
 GE0147
 GE0147                          STATION RECOVERY (2002)
 GE0147
 GE0147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1109 ***********************************************************************
 EJ1109  DESIGNATION -  B 192 X
 EJ1109  PID         -  EJ1109
 EJ1109  STATE/COUNTY-  AR/CLARK
 EJ1109  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1109
 EJ1109                         *CURRENT SURVEY CONTROL
 EJ1109  ___________________________________________________________________
 EJ1109* NAD 83(1986)-  34 05 37.     (N)    093 04 31.     (W)     SCALED    
 EJ1109* NAVD 88     -        55.033  (meters)     180.55   (feet)  ADJUSTED  
 EJ1109  ___________________________________________________________________
 EJ1109  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ1109  DYNAMIC HT  -          54.978 (meters)     180.37  (feet)  COMP
 EJ1109  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 EJ1109
 EJ1109  VERT ORDER  -  FIRST     CLASS II
 EJ1109
 EJ1109.The horizontal coordinates were scaled from a topographic map and have
 EJ1109.an estimated accuracy of +/- 6 seconds.
 EJ1109
 EJ1109.The orthometric height was determined by differential leveling
 EJ1109.and adjusted by the National Geodetic Survey in June 1991..
 EJ1109
 EJ1109.The geoid height was determined by GEOID03.
 EJ1109
 EJ1109.The dynamic height is computed by dividing the NAVD 88
 EJ1109.geopotential number by the normal gravity value computed on the
 EJ1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1109.degrees latitude (g = 980.6199 gals.).
 EJ1109
 EJ1109.The modeled gravity was interpolated from observed gravity values.
 EJ1109
 EJ1109;                    North         East    Units  Estimated Accuracy
 EJ1109;SPC AR S     -   558,790.      300,780.      MT  (+/- 180 meters Scaled)
 EJ1109
 EJ1109                          SUPERSEDED SURVEY CONTROL
 EJ1109
 EJ1109  NGVD 29 (??/??/92)   55.05   (m)          180.6    (f) COMPUTED    1 2
 EJ1109
 EJ1109.Superseded values are not recommended for survey control.
 EJ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1109.See file dsdata.txt to determine how the superseded data were derived.
 EJ1109
 EJ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT930725(NAD 83)
 EJ1109_MARKER: DB = BENCH MARK DISK
 EJ1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1109_SP_SET: CULVERT
 EJ1109_STAMPING: B 192 X 1959
 EJ1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1109
 EJ1109  HISTORY     - Date     Condition        Report By
 EJ1109  HISTORY     - 1959     MONUMENTED       CGS
 EJ1109  HISTORY     - 1960     GOOD             NGS
 EJ1109  HISTORY     - 19980426 GOOD             USPSQD
 EJ1109
 EJ1109                          STATION DESCRIPTION
 EJ1109
 EJ1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1109'2.0 MI S FROM ARKADELPHIA.
 EJ1109'ABOUT 2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1109'STATION AT ARKADELPHIA, 50 FEET NORTH OF MILEPOST 413, SET IN THE TOP
 EJ1109'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A TRIPLE
 EJ1109'CHANNEL CONCRETE CULVERT, 100 FEET NORTHWEST OF THE NORTHWEST RAIL ON
 EJ1109'THE BALLAST DECK RAILROAD BRIDGE 4129, 34 FEET SOUTHEAST OF THE CENTER
 EJ1109'LINE OF U.S. HIGHWAY 67, AND ABOUT 3 1/2 FEET BELOW THE HIGHWAY.
 EJ1109
 EJ1109                          STATION RECOVERY (1998)
 EJ1109
 EJ1109'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0305 ***********************************************************************
 DL0305  DESIGNATION -  B 193 X
 DL0305  PID         -  DL0305
 DL0305  STATE/COUNTY-  AR/OUACHITA
 DL0305  USGS QUAD   -  BRAGG CITY (1985)
 DL0305
 DL0305                         *CURRENT SURVEY CONTROL
 DL0305  ___________________________________________________________________
 DL0305* NAD 83(1986)-  33 39 00.     (N)    092 55 05.     (W)     SCALED    
 DL0305* NAVD 88     -        35.781  (meters)     117.39   (feet)  ADJUSTED  
 DL0305  ___________________________________________________________________
 DL0305  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL0305  DYNAMIC HT  -          35.744 (meters)     117.27  (feet)  COMP
 DL0305  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 DL0305
 DL0305  VERT ORDER  -  FIRST     CLASS II
 DL0305
 DL0305.The horizontal coordinates were scaled from a topographic map and have
 DL0305.an estimated accuracy of +/- 6 seconds.
 DL0305
 DL0305.The orthometric height was determined by differential leveling
 DL0305.and adjusted by the National Geodetic Survey in June 1991..
 DL0305
 DL0305.The geoid height was determined by GEOID03.
 DL0305
 DL0305.The dynamic height is computed by dividing the NAVD 88
 DL0305.geopotential number by the normal gravity value computed on the
 DL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0305.degrees latitude (g = 980.6199 gals.).
 DL0305
 DL0305.The modeled gravity was interpolated from observed gravity values.
 DL0305
 DL0305;                    North         East    Units  Estimated Accuracy
 DL0305;SPC AR S     -   509,450.      314,850.      MT  (+/- 180 meters Scaled)
 DL0305
 DL0305                          SUPERSEDED SURVEY CONTROL
 DL0305
 DL0305  NGVD 29 (??/??/92)   35.802  (m)          117.46   (f) ADJ UNCH    1 2
 DL0305
 DL0305.Superseded values are not recommended for survey control.
 DL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0305.See file dsdata.txt to determine how the superseded data were derived.
 DL0305
 DL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT075233(NAD 83)
 DL0305_MARKER: DB = BENCH MARK DISK
 DL0305_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0305_SP_SET: 45.5 FT
 DL0305_STAMPING: B 193 X 1959
 DL0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0305
 DL0305  HISTORY     - Date     Condition        Report By
 DL0305  HISTORY     - 1959     MONUMENTED       CGS
 DL0305  HISTORY     - 1960     GOOD             NGS
 DL0305  HISTORY     - 1964     GOOD             NGS
 DL0305
 DL0305                          STATION DESCRIPTION
 DL0305
 DL0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0305'7.4 MI SE FROM CHIDESTER.
 DL0305'ABOUT 7.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0305'POST OFFICE AT CHIDESTER, 7 POLES SOUTHEAST OF MILEPOLE 452, IN
 DL0305'SECTION 35, T 12 S, R 18 W, 66 FEET NORTH OF THE CENTER OF A ROAD
 DL0305'CROSSING, 43 FEET NORTHEAST OF THE NORTHEAST RAIL, 42 FEET NORTHWEST
 DL0305'OF THE CENTER LINE OF A GRADED DIRT ROAD, 18 FEET SOUTHWEST OF A LARGE
 DL0305'3 FORKED TREE, 17 FEET NORTHEAST OF A TELEPHONE POLE, 4 FEET EAST OF A
 DL0305'T FENCE CORNER, 1 1/2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2
 DL0305'FEET BELOW THE TRACKS, ON THE TOP OF A 5/8-INCH COPPER COATED STEEL
 DL0305'ROD WHICH IS DRIVEN TO A DEPTH OF 45 1/2 FEET, AND IS ENCASED IN A
 DL0305'6-INCH TILE WHICH PROJECTS 1 FOOT.
 DL0305
 DL0305                          STATION RECOVERY (1964)
 DL0305
 DL0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0346 ***********************************************************************
 GF0346  DESIGNATION -  B 194
 GF0346  PID         -  GF0346
 GF0346  STATE/COUNTY-  AR/BOONE
 GF0346  USGS QUAD   -  BERGMAN (1975)
 GF0346
 GF0346                         *CURRENT SURVEY CONTROL
 GF0346  ___________________________________________________________________
 GF0346* NAD 83(1986)-  36 15 23.     (N)    093 07 27.     (W)     SCALED    
 GF0346* NAVD 88     -       360.434  (meters)    1182.52   (feet)  ADJUSTED  
 GF0346  ___________________________________________________________________
 GF0346  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GF0346  DYNAMIC HT  -         360.113 (meters)    1181.47  (feet)  COMP
 GF0346  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 GF0346
 GF0346  VERT ORDER  -  SECOND    CLASS 0
 GF0346
 GF0346.The horizontal coordinates were scaled from a topographic map and have
 GF0346.an estimated accuracy of +/- 6 seconds.
 GF0346
 GF0346.The orthometric height was determined by differential leveling
 GF0346.and adjusted by the National Geodetic Survey in June 1991..
 GF0346
 GF0346.The geoid height was determined by GEOID03.
 GF0346
 GF0346.The dynamic height is computed by dividing the NAVD 88
 GF0346.geopotential number by the normal gravity value computed on the
 GF0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0346.degrees latitude (g = 980.6199 gals.).
 GF0346
 GF0346.The modeled gravity was interpolated from observed gravity values.
 GF0346
 GF0346;                    North         East    Units  Estimated Accuracy
 GF0346;SPC AR N     -   213,930.      298,970.      MT  (+/- 180 meters Scaled)
 GF0346
 GF0346                          SUPERSEDED SURVEY CONTROL
 GF0346
 GF0346  NGVD 29 (??/??/92)  360.301  (m)         1182.09   (f) ADJ UNCH    2 0
 GF0346
 GF0346.Superseded values are not recommended for survey control.
 GF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0346.See file dsdata.txt to determine how the superseded data were derived.
 GF0346
 GF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA888123(NAD 83)
 GF0346_MARKER: DD = SURVEY DISK
 GF0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0346_SP_SET: CULVERT
 GF0346_STAMPING: B 194 1965
 GF0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0346
 GF0346  HISTORY     - Date     Condition        Report By
 GF0346  HISTORY     - 1965     MONUMENTED       CGS
 GF0346
 GF0346                          STATION DESCRIPTION
 GF0346
 GF0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GF0346'2.1 MI N FROM HARRISON.
 GF0346'TO REACH FROM THE NE CORNER OF THE COURT HOUSE SQUARE IN HARRISON
 GF0346'(POST OFFICE), GO N ON U.S. HIGHWAY 62 AND 65 FOR 2.1 MILES TO
 GF0346'THE S ONE OF TWO CULVERTS AND BENCH MARK ON THE LEFT.  BENCH
 GF0346'MARK IS ABOUT 0.05 MILE N OF A CROSSROAD.  A STANDARD BENCH
 GF0346'MARK DISK STAMPED, B 194 1965, SET IN A DRILL HOLE IN THE N
 GF0346'END OF THE WEST HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0300 ***********************************************************************
 DL0300  DESIGNATION -  B 196
 DL0300  PID         -  DL0300
 DL0300  STATE/COUNTY-  AR/OUACHITA
 DL0300  USGS QUAD   -  BRAGG CITY (1985)
 DL0300
 DL0300                         *CURRENT SURVEY CONTROL
 DL0300  ___________________________________________________________________
 DL0300* NAD 83(1986)-  33 41 17.     (N)    092 59 39.     (W)     SCALED    
 DL0300* NAVD 88     -        57.018  (meters)     187.07   (feet)  ADJUSTED  
 DL0300  ___________________________________________________________________
 DL0300  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0300  DYNAMIC HT  -          56.960 (meters)     186.88  (feet)  COMP
 DL0300  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 DL0300
 DL0300  VERT ORDER  -  FIRST     CLASS II
 DL0300
 DL0300.The horizontal coordinates were scaled from a topographic map and have
 DL0300.an estimated accuracy of +/- 6 seconds.
 DL0300
 DL0300.The orthometric height was determined by differential leveling
 DL0300.and adjusted by the National Geodetic Survey in June 1991..
 DL0300
 DL0300.The geoid height was determined by GEOID03.
 DL0300
 DL0300.The dynamic height is computed by dividing the NAVD 88
 DL0300.geopotential number by the normal gravity value computed on the
 DL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0300.degrees latitude (g = 980.6199 gals.).
 DL0300
 DL0300.The modeled gravity was interpolated from observed gravity values.
 DL0300
 DL0300;                    North         East    Units  Estimated Accuracy
 DL0300;SPC AR S     -   513,730.      307,830.      MT  (+/- 180 meters Scaled)
 DL0300
 DL0300                          SUPERSEDED SURVEY CONTROL
 DL0300
 DL0300  NGVD 29 (??/??/92)   57.037  (m)          187.13   (f) ADJ UNCH    1 2
 DL0300
 DL0300.Superseded values are not recommended for survey control.
 DL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0300.See file dsdata.txt to determine how the superseded data were derived.
 DL0300
 DL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT005275(NAD 83)
 DL0300_MARKER: DB = BENCH MARK DISK
 DL0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0300_STAMPING: B 196 1960
 DL0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0300
 DL0300  HISTORY     - Date     Condition        Report By
 DL0300  HISTORY     - 1960     MONUMENTED       CGS
 DL0300  HISTORY     - 1964     GOOD             NGS
 DL0300
 DL0300                          STATION DESCRIPTION
 DL0300
 DL0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0300'2.2 MI SE FROM CHIDESTER.
 DL0300'ABOUT 2.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0300'POST OFFICE AT CHIDESTER, IN SECTION 18, T 2 S, R 18 W, 99 FEET
 DL0300'NORTHWEST OF MILEPOLE 447, MIDWAY OF AN S CURVE, 40 FEET NORTHEAST OF
 DL0300'THE NORTHEAST RAIL, 17 1/2 FEET NORTHWEST OF A 26-INCH OAK TREE, 58
 DL0300'FEET SOUTHWEST OF A FENCE, 4 1/2 FEET ABOVE THE TRACKS, AND ON THE TOP
 DL0300'OF A 3 1/2-INCH IRON PIPE PROJECTING 7 INCHES.
 DL0300
 DL0300                          STATION RECOVERY (1964)
 DL0300
 DL0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0331 ***********************************************************************
 DL0331  DESIGNATION -  B 197
 DL0331  PID         -  DL0331
 DL0331  STATE/COUNTY-  AR/OUACHITA
 DL0331  USGS QUAD   -  CAMDEN (1985)
 DL0331
 DL0331                         *CURRENT SURVEY CONTROL
 DL0331  ___________________________________________________________________
 DL0331* NAD 83(1986)-  33 33 46.     (N)    092 49 40.     (W)     SCALED    
 DL0331* NAVD 88     -        36.500  (meters)     119.75   (feet)  ADJUSTED  
 DL0331  ___________________________________________________________________
 DL0331  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0331  DYNAMIC HT  -          36.462 (meters)     119.63  (feet)  COMP
 DL0331  MODELED GRAV-     979,602.4   (mgal)                       NAVD 88
 DL0331
 DL0331  VERT ORDER  -  FIRST     CLASS II
 DL0331
 DL0331.The horizontal coordinates were scaled from a topographic map and have
 DL0331.an estimated accuracy of +/- 6 seconds.
 DL0331
 DL0331.The orthometric height was determined by differential leveling
 DL0331.and adjusted by the National Geodetic Survey in June 1991..
 DL0331
 DL0331.The geoid height was determined by GEOID03.
 DL0331
 DL0331.The dynamic height is computed by dividing the NAVD 88
 DL0331.geopotential number by the normal gravity value computed on the
 DL0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0331.degrees latitude (g = 980.6199 gals.).
 DL0331
 DL0331.The modeled gravity was interpolated from observed gravity values.
 DL0331
 DL0331;                    North         East    Units  Estimated Accuracy
 DL0331;SPC AR S     -   499,700.      323,140.      MT  (+/- 180 meters Scaled)
 DL0331
 DL0331                          SUPERSEDED SURVEY CONTROL
 DL0331
 DL0331.No superseded survey control is available for this station.
 DL0331
 DL0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT159136(NAD 83)
 DL0331_MARKER: DB = BENCH MARK DISK
 DL0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0331_SP_SET: CROSS BEAM
 DL0331_STAMPING: B 197 1959
 DL0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0331
 DL0331  HISTORY     - Date     Condition        Report By
 DL0331  HISTORY     - 1959     MONUMENTED       CGS
 DL0331  HISTORY     - 1960     GOOD             NGS
 DL0331  HISTORY     - 1964     GOOD             NGS
 DL0331
 DL0331                          STATION DESCRIPTION
 DL0331
 DL0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0331'1.3 MI SW FROM CAMDEN.
 DL0331'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0331'STATION AT CAMDEN, THENCE 0.5 MILE SOUTHWEST ALONG THE ST. LOUIS
 DL0331'SOUTHWESTERN RAILWAY, AT THE STATE HIGHWAY 7 OVERPASS, IN SECTION 35,
 DL0331'R 17 W, T 13 S, SET IN THE TOP OF A CONCRETE CROSS BEAM, 7 1/2 FEET
 DL0331'NORTHWEST OF THE NORTHWEST RAIL, 5 INCHES NORTHEAST OF A CONCRETE PILE
 DL0331'AND ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 DL0331
 DL0331                          STATION RECOVERY (1964)
 DL0331
 DL0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0209 ***********************************************************************
 DL0209  DESIGNATION -  B 198
 DL0209  PID         -  DL0209
 DL0209  STATE/COUNTY-  AR/OUACHITA
 DL0209  USGS QUAD   -  SNOW HILL (1985)
 DL0209
 DL0209                         *CURRENT SURVEY CONTROL
 DL0209  ___________________________________________________________________
 DL0209* NAD 83(1986)-  33 23 28.     (N)    092 40 07.     (W)     SCALED    
 DL0209* NAVD 88     -        48.898  (meters)     160.43   (feet)  ADJUSTED  
 DL0209  ___________________________________________________________________
 DL0209  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0209  DYNAMIC HT  -          48.847 (meters)     160.26  (feet)  COMP
 DL0209  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 DL0209
 DL0209  VERT ORDER  -  FIRST     CLASS II
 DL0209
 DL0209.The horizontal coordinates were scaled from a topographic map and have
 DL0209.an estimated accuracy of +/- 6 seconds.
 DL0209
 DL0209.The orthometric height was determined by differential leveling
 DL0209.and adjusted by the National Geodetic Survey in June 1991..
 DL0209
 DL0209.The geoid height was determined by GEOID03.
 DL0209
 DL0209.The dynamic height is computed by dividing the NAVD 88
 DL0209.geopotential number by the normal gravity value computed on the
 DL0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0209.degrees latitude (g = 980.6199 gals.).
 DL0209
 DL0209.The modeled gravity was interpolated from observed gravity values.
 DL0209
 DL0209;                    North         East    Units  Estimated Accuracy
 DL0209;SPC AR S     -   480,550.      337,800.      MT  (+/- 180 meters Scaled)
 DL0209
 DL0209                          SUPERSEDED SURVEY CONTROL
 DL0209
 DL0209  NGVD 29 (??/??/92)   48.930  (m)          160.53   (f) ADJ UNCH    1 2
 DL0209
 DL0209.Superseded values are not recommended for survey control.
 DL0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0209.See file dsdata.txt to determine how the superseded data were derived.
 DL0209
 DL0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS308946(NAD 83)
 DL0209_MARKER: DB = BENCH MARK DISK
 DL0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0209_SP_SET: FOUNDATION
 DL0209_STAMPING: B 198 1960
 DL0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0209
 DL0209  HISTORY     - Date     Condition        Report By
 DL0209  HISTORY     - 1960     MONUMENTED       CGS
 DL0209  HISTORY     - 1964     GOOD             NGS
 DL0209
 DL0209                          STATION DESCRIPTION
 DL0209
 DL0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0209'8.2 MI NW FROM NORPHLET.
 DL0209'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0209'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0209'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0209'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0209'THENCE 2.1 MILE NORTHWEST ALONG A GRAVELED ROAD, 0.15 MILE SOUTHEAST
 DL0209'OF THE JUNCTION WITH A GRAVELED ROAD LEADING SOUTH, IN SECTION 29, T
 DL0209'15 S, R 15 W, IN THE TOP OF A 8-INCH OIL WELL CASING WHICH HAS BEEN
 DL0209'FILLED WITH CONCRETE, 0.1 MILE SOUTHEAST OF A SMALL KNOLL, 183 FEET
 DL0209'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 233 FEET SOUTHEAST OF THE
 DL0209'CENTER LINE OF A WOODS ROAD, 87 FEET WEST OF THE WEST EDGE OF A SWAMPY
 DL0209'RAVINE, IN THE CENTER OF A 20 X 20 FEET CONCRETE FLOOR OF AN ABONDONED
 DL0209'OIL WELL DERRICK WHICH HAS BEEN REMOVED, ABOUT LEVEL WITH THE ROAD,
 DL0209'AND 2 INCHES ABOVE THE CONCRETE FLOOR.
 DL0209
 DL0209                          STATION RECOVERY (1964)
 DL0209
 DL0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0793 ***********************************************************************
 DL0793  DESIGNATION -  B 199
 DL0793  PID         -  DL0793
 DL0793  STATE/COUNTY-  AR/LAFAYETTE
 DL0793  USGS QUAD   -  BRADLEY (1978)
 DL0793
 DL0793                         *CURRENT SURVEY CONTROL
 DL0793  ___________________________________________________________________
 DL0793* NAD 83(1986)-  33 03 34.     (N)    093 39 51.     (W)     SCALED    
 DL0793* NAVD 88     -        74.019  (meters)     242.84   (feet)  ADJUSTED  
 DL0793  ___________________________________________________________________
 DL0793  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0793  DYNAMIC HT  -          73.939 (meters)     242.58  (feet)  COMP
 DL0793  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 DL0793
 DL0793  VERT ORDER  -  FIRST     CLASS II
 DL0793
 DL0793.The horizontal coordinates were scaled from a topographic map and have
 DL0793.an estimated accuracy of +/- 6 seconds.
 DL0793
 DL0793.The orthometric height was determined by differential leveling
 DL0793.and adjusted by the National Geodetic Survey in June 1991..
 DL0793
 DL0793.The geoid height was determined by GEOID03.
 DL0793
 DL0793.The dynamic height is computed by dividing the NAVD 88
 DL0793.geopotential number by the normal gravity value computed on the
 DL0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0793.degrees latitude (g = 980.6199 gals.).
 DL0793
 DL0793.The modeled gravity was interpolated from observed gravity values.
 DL0793
 DL0793;                    North         East    Units  Estimated Accuracy
 DL0793;SPC AR S     -   444,830.      244,580.      MT  (+/- 180 meters Scaled)
 DL0793
 DL0793                          SUPERSEDED SURVEY CONTROL
 DL0793
 DL0793  NGVD 29 (??/??/92)   74.080  (m)          243.04   (f) ADJ UNCH    1 2
 DL0793
 DL0793.Superseded values are not recommended for survey control.
 DL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0793.See file dsdata.txt to determine how the superseded data were derived.
 DL0793
 DL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS379580(NAD 83)
 DL0793_MARKER: DB = BENCH MARK DISK
 DL0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0793_SP_SET: CULVERT
 DL0793_STAMPING: B 199 1960
 DL0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0793
 DL0793  HISTORY     - Date     Condition        Report By
 DL0793  HISTORY     - 1960     MONUMENTED       CGS
 DL0793  HISTORY     - 1963     GOOD             NGS
 DL0793
 DL0793                          STATION DESCRIPTION
 DL0793
 DL0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0793'2.75 MI S FROM BRADLEY.
 DL0793'ABOUT 2.75 MILES SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0793'STATION AT BRADLEY, 7 POLES SOUTH OF MILEPOST 411, IN THE TOP OF THE
 DL0793'NORTH END OF WEST HEADWALL OF A THREE CHANNEL CULVERT UNDER THE
 DL0793'HIGHWAY, 60 FEET EAST OF THE EAST RAIL, 19 1/2 FEET WEST OF THE CENTER
 DL0793'LINE OF STATE HIGHWAY 29, 3 RAILS SOUTH OF A WODDEN TRESTLE, ABOUT 1
 DL0793'FOOT BELOW THE HIGHWAY.
 DL0793
 DL0793                          STATION RECOVERY (1963)
 DL0793
 DL0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0477 ***********************************************************************
 GE0477  DESIGNATION -  B 2
 GE0477  PID         -  GE0477
 GE0477  STATE/COUNTY-  AR/LAWRENCE
 GE0477  USGS QUAD   -  IMBODEN (1981)
 GE0477
 GE0477                         *CURRENT SURVEY CONTROL
 GE0477  ___________________________________________________________________
 GE0477* NAD 83(1986)-  36 13 25.     (N)    091 13 35.     (W)     SCALED    
 GE0477* NAVD 88     -        89.681  (meters)     294.23   (feet)  ADJUSTED  
 GE0477  ___________________________________________________________________
 GE0477  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GE0477  DYNAMIC HT  -          89.607 (meters)     293.99  (feet)  COMP
 GE0477  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 GE0477
 GE0477  VERT ORDER  -  FIRST     CLASS II
 GE0477
 GE0477.The horizontal coordinates were scaled from a topographic map and have
 GE0477.an estimated accuracy of +/- 6 seconds.
 GE0477
 GE0477.The orthometric height was determined by differential leveling
 GE0477.and adjusted by the National Geodetic Survey in January 1995..
 GE0477
 GE0477.The geoid height was determined by GEOID03.
 GE0477
 GE0477.The dynamic height is computed by dividing the NAVD 88
 GE0477.geopotential number by the normal gravity value computed on the
 GE0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0477.degrees latitude (g = 980.6199 gals.).
 GE0477
 GE0477.The modeled gravity was interpolated from observed gravity values.
 GE0477
 GE0477;                    North         East    Units  Estimated Accuracy
 GE0477;SPC AR N     -   209,990.      469,550.      MT  (+/- 180 meters Scaled)
 GE0477
 GE0477                          SUPERSEDED SURVEY CONTROL
 GE0477
 GE0477  NAVD 88 (06/15/91)   89.693  (m)          294.27   (f) UNKNOWN     1 2
 GE0477  NGVD 29 (10/05/93)   89.582  (m)          293.90   (f) ADJUSTED    1 2
 GE0477
 GE0477.Superseded values are not recommended for survey control.
 GE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0477.See file dsdata.txt to determine how the superseded data were derived.
 GE0477
 GE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA594102(NAD 83)
 GE0477_MARKER: DB = BENCH MARK DISK
 GE0477_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GE0477_SP_SET: ABUTMENT
 GE0477_STAMPING: B 2 1928 293.946
 GE0477_MARK LOGO: CGS   
 GE0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0477+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1992
 GE0477
 GE0477  HISTORY     - Date     Condition        Report By
 GE0477  HISTORY     - 1928     MONUMENTED       CGS
 GE0477  HISTORY     - 1944     GOOD             SLSFRR
 GE0477  HISTORY     - 19920323 GOOD             NGS
 GE0477  HISTORY     - 20021026 MARK NOT FOUND   USACE
 GE0477
 GE0477                          STATION DESCRIPTION
 GE0477
 GE0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0477'2 MI SE FROM RAVENDEN.
 GE0477'2.0 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0477'FROM THE STATION AT RAVENDEN, 320 FEET WEST OF THE PRIVATE-ROAD
 GE0477'CROSSING NEAR SEMAPHORE 3772, AT PLATE-GIRDER BRIDGE NO. 377.1,
 GE0477'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, 8.5 FEET NORTH
 GE0477'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT BELOW THE TOP OF THE
 GE0477'RAIL.
 GE0477
 GE0477                          STATION RECOVERY (1944)
 GE0477
 GE0477'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 GE0477'RECOVERED IN GOOD CONDITION.
 GE0477
 GE0477                          STATION RECOVERY (1992)
 GE0477
 GE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0477'2.9 KM (1.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE0477'STATE HIGHWAY 90 IN RAVENDEN, IN TOP OF AND 0.5 M (1.6 FT) SOUTH OF
 GE0477'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BURLINGTON NORTHERN
 GE0477'RAILROAD BRIDGE NUMBER 377.1, 100.0 M (328.1 FT) NORTHEAST OF THE
 GE0477'HIGHWAY CENTERLINE, 1.7 M (5.6 FT) NORTHEAST OF THE NEAR RAIL, AND
 GE0477'0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
 GE0477
 GE0477                          STATION RECOVERY (2002)
 GE0477
 GE0477'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0477'NEW RAILROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1589 ***********************************************************************
 FF1589  DESIGNATION -  B 20
 FF1589  PID         -  FF1589
 FF1589  STATE/COUNTY-  AR/INDEPENDENCE
 FF1589  USGS QUAD   -  CONCORD (1973)
 FF1589
 FF1589                         *CURRENT SURVEY CONTROL
 FF1589  ___________________________________________________________________
 FF1589* NAD 83(1986)-  35 44 51.     (N)    091 49 09.     (W)     SCALED    
 FF1589* NAVD 88     -        86.993  (meters)     285.41   (feet)  ADJUSTED  
 FF1589  ___________________________________________________________________
 FF1589  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF1589  DYNAMIC HT  -          86.917 (meters)     285.16  (feet)  COMP
 FF1589  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FF1589
 FF1589  VERT ORDER  -  SECOND    CLASS 0
 FF1589
 FF1589.The horizontal coordinates were scaled from a topographic map and have
 FF1589.an estimated accuracy of +/- 6 seconds.
 FF1589
 FF1589.The orthometric height was determined by differential leveling
 FF1589.and adjusted by the National Geodetic Survey in June 1991..
 FF1589
 FF1589.The geoid height was determined by GEOID03.
 FF1589
 FF1589.The dynamic height is computed by dividing the NAVD 88
 FF1589.geopotential number by the normal gravity value computed on the
 FF1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1589.degrees latitude (g = 980.6199 gals.).
 FF1589
 FF1589.The modeled gravity was interpolated from observed gravity values.
 FF1589
 FF1589;                    North         East    Units  Estimated Accuracy
 FF1589;SPC AR N     -   156,910.      416,360.      MT  (+/- 180 meters Scaled)
 FF1589
 FF1589                          SUPERSEDED SURVEY CONTROL
 FF1589
 FF1589  NGVD 29 (??/??/??)   86.911  (m)          285.14   (f) ADJUSTED    2 0
 FF1589
 FF1589.Superseded values are not recommended for survey control.
 FF1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1589.See file dsdata.txt to determine how the superseded data were derived.
 FF1589
 FF1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV067565(NAD 83)
 FF1589_MARKER: DD = SURVEY DISK
 FF1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1589_STAMPING: B 20 1934
 FF1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1589+STABILITY: SURFACE MOTION
 FF1589
 FF1589  HISTORY     - Date     Condition        Report By
 FF1589  HISTORY     - 1934     MONUMENTED       ARGS
 FF1589  HISTORY     - 1934     GOOD             CGS
 FF1589  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1589
 FF1589                          STATION DESCRIPTION
 FF1589
 FF1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1589'3.1 MI S FROM O NEAL.
 FF1589'3.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1589'STATION AT O NEAL, INDEPENDENCE COUNTY, AT MC SPADDEN SPUR, IN THE
 FF1589'NE. 1/4, OF THE NE. 1/4 OF SEC. 26, T. 13 N., R. 8 W., 63.5
 FF1589'FEET EAST AND 12.6 FEET SOUTH OF THE TWENTY-FIFTH POLE NORTH
 FF1589'OF MILEPOST 295, 25 FEET WEST AND 24.4 FEET NORTH OF A DIRT-ROAD
 FF1589'CROSSING, AND 14.4 FEET NORTH OF THE CENTER LINE OF THE MAIN
 FF1589'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED B 20 1934 AND
 FF1589'SET IN THE TOP OF A CONCRETE POST.
 FF1589
 FF1589                          STATION RECOVERY (1986)
 FF1589
 FF1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0241 ***********************************************************************
 DL0241  DESIGNATION -  B 201
 DL0241  PID         -  DL0241
 DL0241  STATE/COUNTY-  AR/UNION
 DL0241  USGS QUAD   -  CALION (1978)
 DL0241
 DL0241                         *CURRENT SURVEY CONTROL
 DL0241  ___________________________________________________________________
 DL0241* NAD 83(1986)-  33 18 38.     (N)    092 31 20.     (W)     SCALED    
 DL0241* NAVD 88     -        49.039  (meters)     160.89   (feet)  ADJUSTED  
 DL0241  ___________________________________________________________________
 DL0241  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0241  DYNAMIC HT  -          48.987 (meters)     160.72  (feet)  COMP
 DL0241  MODELED GRAV-     979,575.9   (mgal)                       NAVD 88
 DL0241
 DL0241  VERT ORDER  -  FIRST     CLASS II
 DL0241
 DL0241.The horizontal coordinates were scaled from a topographic map and have
 DL0241.an estimated accuracy of +/- 6 seconds.
 DL0241
 DL0241.The orthometric height was determined by differential leveling
 DL0241.and adjusted by the National Geodetic Survey in June 1991..
 DL0241
 DL0241.The geoid height was determined by GEOID03.
 DL0241
 DL0241.The dynamic height is computed by dividing the NAVD 88
 DL0241.geopotential number by the normal gravity value computed on the
 DL0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0241.degrees latitude (g = 980.6199 gals.).
 DL0241
 DL0241.The modeled gravity was interpolated from observed gravity values.
 DL0241
 DL0241;                    North         East    Units  Estimated Accuracy
 DL0241;SPC AR S     -   471,540.      351,370.      MT  (+/- 180 meters Scaled)
 DL0241
 DL0241                          SUPERSEDED SURVEY CONTROL
 DL0241
 DL0241  NGVD 29 (??/??/92)   49.080  (m)          161.02   (f) ADJ UNCH    1 2
 DL0241
 DL0241.Superseded values are not recommended for survey control.
 DL0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0241.See file dsdata.txt to determine how the superseded data were derived.
 DL0241
 DL0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS444858(NAD 83)
 DL0241_MARKER: DB = BENCH MARK DISK
 DL0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0241_STAMPING: B 201 1960
 DL0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0241+STABILITY: SURFACE MOTION
 DL0241
 DL0241  HISTORY     - Date     Condition        Report By
 DL0241  HISTORY     - 1960     MONUMENTED       CGS
 DL0241  HISTORY     - 1964     GOOD             NGS
 DL0241
 DL0241                          STATION DESCRIPTION
 DL0241
 DL0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0241'2.45 MI SE FROM CALION.
 DL0241'ABOUT 2.45 MILES SOUTHEAST ALONG A PAVED AND GRAVEL ROAD FROM THE POST
 DL0241'OFFICE AT CALION, IN SECTION 23, T 16 S, R 14 W, 0.15 MILE NORTH OF
 DL0241'THE CHAMPAGNOLLE MASONIC LODGE HALL, 34 FEET WEST OF THE CENTER LINE
 DL0241'OF THE ROAD, 176 FEET NORTH-NORTHWEST OF THE CENTER OF A ROAD JUNCTION
 DL0241'168 FEET NORTH OF A TRANSFORMER POLE, ABOUT LEVEL WITH THE ROAD, AND
 DL0241'IN THE TOP OF A CONCRETE F.A.S. HIGHWAY MARK WHICH HAS A BRASS PLATE
 DL0241'EMBEDED IN THE EAST FACE OF THE POST WHICH BEARS THE LETTERS F.A.S.
 DL0241'1094, THE POST PROJECTS 2 FEET ABOVE THE GROUND.
 DL0241
 DL0241                          STATION RECOVERY (1964)
 DL0241
 DL0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0539 ***********************************************************************
 DL0539  DESIGNATION -  B 202
 DL0539  PID         -  DL0539
 DL0539  STATE/COUNTY-  AR/COLUMBIA
 DL0539  USGS QUAD   -  MAGNOLIA (1968)
 DL0539
 DL0539                         *CURRENT SURVEY CONTROL
 DL0539  ___________________________________________________________________
 DL0539* NAD 83(1986)-  33 20 49.     (N)    093 12 43.     (W)     SCALED    
 DL0539* NAVD 88     -        99.000  (meters)     324.80   (feet)  ADJUSTED  
 DL0539  ___________________________________________________________________
 DL0539  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0539  DYNAMIC HT  -          98.894 (meters)     324.45  (feet)  COMP
 DL0539  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DL0539
 DL0539  VERT ORDER  -  FIRST     CLASS II
 DL0539
 DL0539.The horizontal coordinates were scaled from a topographic map and have
 DL0539.an estimated accuracy of +/- 6 seconds.
 DL0539
 DL0539.The orthometric height was determined by differential leveling
 DL0539.and adjusted by the National Geodetic Survey in June 1991..
 DL0539
 DL0539.The geoid height was determined by GEOID03.
 DL0539
 DL0539.The dynamic height is computed by dividing the NAVD 88
 DL0539.geopotential number by the normal gravity value computed on the
 DL0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0539.degrees latitude (g = 980.6199 gals.).
 DL0539
 DL0539.The modeled gravity was interpolated from observed gravity values.
 DL0539
 DL0539;                    North         East    Units  Estimated Accuracy
 DL0539;SPC AR S     -   476,120.      287,190.      MT  (+/- 180 meters Scaled)
 DL0539
 DL0539                          SUPERSEDED SURVEY CONTROL
 DL0539
 DL0539  NGVD 29 (??/??/92)   99.026  (m)          324.89   (f) ADJ UNCH    1 2
 DL0539
 DL0539.Superseded values are not recommended for survey control.
 DL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0539.See file dsdata.txt to determine how the superseded data were derived.
 DL0539
 DL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS802897(NAD 83)
 DL0539_MARKER: DB = BENCH MARK DISK
 DL0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0539_SP_SET: 33.5 FT
 DL0539_STAMPING: B 202 1960
 DL0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0539
 DL0539  HISTORY     - Date     Condition        Report By
 DL0539  HISTORY     - 1960     MONUMENTED       CGS
 DL0539  HISTORY     - 1965     POOR             USGS
 DL0539
 DL0539                          STATION DESCRIPTION
 DL0539
 DL0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0539'0.15 MI W FROM MCNEIL.
 DL0539'ABOUT 0.15 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0539'THE STATION AT MCNEIL, IN SECTION 18, T 16 S, R 20 W, 10 1/2 FEET EAST
 DL0539'OF THE 5TH POLE WEST OF MILEPOST 368, 83 1/2 FEET SOUTH OF THE SOUTH
 DL0539'RAIL OF THE MAIN TRACK OF THE ST. LOUIS SOUTHWESTERN RAILWAY, 63 FEET
 DL0539'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF THE MAIN TRACK OF THE
 DL0539'LOUISIANA AND NORTH WEST RAILWAY LEADING TO MAGNOLIA, 14 FEET SOUTH OF
 DL0539'THE SOUTH RAIL OF A SIDE TRACK, IN LINE WITH A ROW OF POLES, 2.0 FEET
 DL0539'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, ON THE TOP
 DL0539'OF A 5/8-INCH COPPER COATED STEEL ROD WHICH IS DRIVEN TO A DEPTH OF 33
 DL0539'1/2 FEET AND IS ENCASED IN A 6 INCH TILE PROJECTING 5 INCHES.
 DL0539
 DL0539                          STATION RECOVERY (1965)
 DL0539
 DL0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0539'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0759 ***********************************************************************
 DL0759  DESIGNATION -  B 203
 DL0759  PID         -  DL0759
 DL0759  STATE/COUNTY-  AR/LAFAYETTE
 DL0759  USGS QUAD   -  LEWISVILLE (1978)
 DL0759
 DL0759                         *CURRENT SURVEY CONTROL
 DL0759  ___________________________________________________________________
 DL0759* NAD 83(1986)-  33 21 56.     (N)    093 34 15.     (W)     SCALED    
 DL0759* NAVD 88     -        98.335  (meters)     322.62   (feet)  ADJUSTED  
 DL0759  ___________________________________________________________________
 DL0759  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL0759  DYNAMIC HT  -          98.230 (meters)     322.28  (feet)  COMP
 DL0759  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DL0759
 DL0759  VERT ORDER  -  FIRST     CLASS II
 DL0759
 DL0759.The horizontal coordinates were scaled from a topographic map and have
 DL0759.an estimated accuracy of +/- 6 seconds.
 DL0759
 DL0759.The orthometric height was determined by differential leveling
 DL0759.and adjusted by the National Geodetic Survey in June 1991..
 DL0759
 DL0759.The geoid height was determined by GEOID03.
 DL0759
 DL0759.The dynamic height is computed by dividing the NAVD 88
 DL0759.geopotential number by the normal gravity value computed on the
 DL0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0759.degrees latitude (g = 980.6199 gals.).
 DL0759
 DL0759.The modeled gravity was interpolated from observed gravity values.
 DL0759
 DL0759;                    North         East    Units  Estimated Accuracy
 DL0759;SPC AR S     -   478,640.      253,820.      MT  (+/- 180 meters Scaled)
 DL0759
 DL0759                          SUPERSEDED SURVEY CONTROL
 DL0759
 DL0759  NGVD 29 (??/??/92)   98.376  (m)          322.76   (f) ADJ UNCH    1 2
 DL0759
 DL0759.Superseded values are not recommended for survey control.
 DL0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0759.See file dsdata.txt to determine how the superseded data were derived.
 DL0759
 DL0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS468919(NAD 83)
 DL0759_MARKER: DB = BENCH MARK DISK
 DL0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0759_STAMPING: B 203 1960
 DL0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0759+STABILITY: SURFACE MOTION
 DL0759
 DL0759  HISTORY     - Date     Condition        Report By
 DL0759  HISTORY     - 1960     MONUMENTED       CGS
 DL0759  HISTORY     - 1963     GOOD             NGS
 DL0759
 DL0759                          STATION DESCRIPTION
 DL0759
 DL0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0759'1.25 MI NE FROM LEWISVILLE.
 DL0759'ABOUT 0.35 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0759'STATION AT LEWISVILLE, THENCE 0.7 MILE NORTH-NORTHWEST ALONG THE
 DL0759'MERIWETHER GRAVEL COMPANY RAILROAD, THENCE 0.2 MILE NORTHEAST ALONG A
 DL0759'DIRT ROAD TO THE HARRISON AIRPORT, 44 FEET NORTHWEST OF THE NORTHWEST
 DL0759'CORNER OF A TILE HANGAR AND MAINTANCE SHOP, 103 FEET NORTH-NORTHWEST
 DL0759'OF THE CENTER LINE OF A TRACK ROAD LEADING TO THE RUNWAYS, 62 1/2 FEET
 DL0759'NORTHEAST OF A 14-INCH PINE TREE, AND IN THE TOP OF A CONCRETE POST
 DL0759'FLUSH WITH THE GROUND.
 DL0759
 DL0759                          STATION RECOVERY (1963)
 DL0759
 DL0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0659 ***********************************************************************
 DL0659  DESIGNATION -  B 205
 DL0659  PID         -  DL0659
 DL0659  STATE/COUNTY-  AR/COLUMBIA
 DL0659  USGS QUAD   -  EMERSON (1971)
 DL0659
 DL0659                         *CURRENT SURVEY CONTROL
 DL0659  ___________________________________________________________________
 DL0659* NAD 83(1986)-  33 05 40.     (N)    093 11 35.     (W)     SCALED    
 DL0659* NAVD 88     -        94.561  (meters)     310.24   (feet)  ADJUSTED  
 DL0659  ___________________________________________________________________
 DL0659  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0659  DYNAMIC HT  -          94.458 (meters)     309.90  (feet)  COMP
 DL0659  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 DL0659
 DL0659  VERT ORDER  -  SECOND    CLASS 0
 DL0659
 DL0659.The horizontal coordinates were scaled from a topographic map and have
 DL0659.an estimated accuracy of +/- 6 seconds.
 DL0659
 DL0659.The orthometric height was determined by differential leveling
 DL0659.and adjusted by the National Geodetic Survey in June 1991..
 DL0659
 DL0659.The geoid height was determined by GEOID03.
 DL0659
 DL0659.The dynamic height is computed by dividing the NAVD 88
 DL0659.geopotential number by the normal gravity value computed on the
 DL0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0659.degrees latitude (g = 980.6199 gals.).
 DL0659
 DL0659.The modeled gravity was interpolated from observed gravity values.
 DL0659
 DL0659;                    North         East    Units  Estimated Accuracy
 DL0659;SPC AR S     -   448,100.      288,620.      MT  (+/- 180 meters Scaled)
 DL0659
 DL0659                          SUPERSEDED SURVEY CONTROL
 DL0659
 DL0659  NGVD 29 (??/??/92)   94.621  (m)          310.44   (f) ADJ UNCH    2 0
 DL0659
 DL0659.Superseded values are not recommended for survey control.
 DL0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0659.See file dsdata.txt to determine how the superseded data were derived.
 DL0659
 DL0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS819617(NAD 83)
 DL0659_MARKER: DB = BENCH MARK DISK
 DL0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0659_STAMPING: B 205 1960
 DL0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0659+STABILITY: SURFACE MOTION
 DL0659
 DL0659  HISTORY     - Date     Condition        Report By
 DL0659  HISTORY     - 1960     MONUMENTED       CGS
 DL0659  HISTORY     - 1963     GOOD             NGS
 DL0659
 DL0659                          STATION DESCRIPTION
 DL0659
 DL0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0659'0.2 MI S FROM EMERSON.
 DL0659'ABOUT 0.2 MILE SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0659'THE STATION AT EMERSON, IN SECTION 8, T 19 S, R 20 W, 0.1 MILE SOUTH
 DL0659'OF MILEPOST 19, 36 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 DL0659'52 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 69 FEET
 DL0659'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TOOL SHED, 8 1/2 FEET
 DL0659'NORTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.6
 DL0659'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND
 DL0659'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0659
 DL0659                          STATION RECOVERY (1963)
 DL0659
 DL0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1349 ***********************************************************************
 FF1349  DESIGNATION -  B 206
 FF1349  PID         -  FF1349
 FF1349  STATE/COUNTY-  AR/WHITE
 FF1349  USGS QUAD   -  VELVET RIDGE (1965)
 FF1349
 FF1349                         *CURRENT SURVEY CONTROL
 FF1349  ___________________________________________________________________
 FF1349* NAD 83(1986)-  35 25 12.     (N)    091 34 33.     (W)     SCALED    
 FF1349* NAVD 88     -       183.332  (meters)     601.48   (feet)  ADJUSTED  
 FF1349  ___________________________________________________________________
 FF1349  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1349  DYNAMIC HT  -         183.168 (meters)     600.94  (feet)  COMP
 FF1349  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FF1349
 FF1349  VERT ORDER  -  SECOND    CLASS 0
 FF1349
 FF1349.The horizontal coordinates were scaled from a topographic map and have
 FF1349.an estimated accuracy of +/- 6 seconds.
 FF1349
 FF1349.The orthometric height was determined by differential leveling
 FF1349.and adjusted by the National Geodetic Survey in June 1991..
 FF1349
 FF1349.The geoid height was determined by GEOID03.
 FF1349
 FF1349.The dynamic height is computed by dividing the NAVD 88
 FF1349.geopotential number by the normal gravity value computed on the
 FF1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1349.degrees latitude (g = 980.6199 gals.).
 FF1349
 FF1349.The modeled gravity was interpolated from observed gravity values.
 FF1349
 FF1349;                    North         East    Units  Estimated Accuracy
 FF1349;SPC AR N     -   120,640.      438,520.      MT  (+/- 180 meters Scaled)
 FF1349
 FF1349                          SUPERSEDED SURVEY CONTROL
 FF1349
 FF1349  NGVD 29 (??/??/??)  183.280  (m)          601.31   (f) ADJUSTED    2 0
 FF1349
 FF1349.Superseded values are not recommended for survey control.
 FF1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1349.See file dsdata.txt to determine how the superseded data were derived.
 FF1349
 FF1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV292205(NAD 83)
 FF1349_MARKER: DB = BENCH MARK DISK
 FF1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1349_STAMPING: B 206 1962
 FF1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1349+STABILITY: SURFACE MOTION
 FF1349
 FF1349  HISTORY     - Date     Condition        Report By
 FF1349  HISTORY     - 1962     MONUMENTED       CGS
 FF1349  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1349
 FF1349                          STATION DESCRIPTION
 FF1349
 FF1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1349'8.8 MI N FROM BALD KNOB.
 FF1349'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1349'STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY TO
 FF1349'THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, THENCE 7.85 MILES
 FF1349'NORTH ALONG U.S. HIGHWAY 167, 39 FEET EAST OF THE CENTERLINE OF
 FF1349'THE HIGHWAY, 19 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 2.2 FEET
 FF1349'NORTH OF A METAL WITNESS POST, 1.7 FEET WEST OF A FENCE CORNER,
 FF1349'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 FF1349'GROUND.
 FF1349
 FF1349                          STATION RECOVERY (2003)
 FF1349
 FF1349'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0254 ***********************************************************************
 FG0254  DESIGNATION -  B 207
 FG0254  PID         -  FG0254
 FG0254  STATE/COUNTY-  AR/CLEBURNE
 FG0254  USGS QUAD   -  BARNEY (1994)
 FG0254
 FG0254                         *CURRENT SURVEY CONTROL
 FG0254  ___________________________________________________________________
 FG0254* NAD 83(1986)-  35 22 03.     (N)    092 07 46.     (W)     SCALED    
 FG0254* NAVD 88     -       259.149  (meters)     850.22   (feet)  ADJUSTED  
 FG0254  ___________________________________________________________________
 FG0254  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FG0254  DYNAMIC HT  -         258.908 (meters)     849.43  (feet)  COMP
 FG0254  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 FG0254
 FG0254  VERT ORDER  -  SECOND    CLASS 0
 FG0254
 FG0254.The horizontal coordinates were scaled from a topographic map and have
 FG0254.an estimated accuracy of +/- 6 seconds.
 FG0254
 FG0254.The orthometric height was determined by differential leveling
 FG0254.and adjusted by the National Geodetic Survey in June 1991..
 FG0254
 FG0254.The geoid height was determined by GEOID03.
 FG0254
 FG0254.The dynamic height is computed by dividing the NAVD 88
 FG0254.geopotential number by the normal gravity value computed on the
 FG0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0254.degrees latitude (g = 980.6199 gals.).
 FG0254
 FG0254.The modeled gravity was interpolated from observed gravity values.
 FG0254
 FG0254;                    North         East    Units  Estimated Accuracy
 FG0254;SPC AR N     -   114,740.      388,240.      MT  (+/- 180 meters Scaled)
 FG0254
 FG0254                          SUPERSEDED SURVEY CONTROL
 FG0254
 FG0254  NGVD 29 (??/??/92)  259.100  (m)          850.06   (f) ADJ UNCH    2 0
 FG0254
 FG0254.Superseded values are not recommended for survey control.
 FG0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0254.See file dsdata.txt to determine how the superseded data were derived.
 FG0254
 FG0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV790141(NAD 83)
 FG0254_MARKER: DB = BENCH MARK DISK
 FG0254_SETTING: 66 = SET IN ROCK OUTCROP
 FG0254_SP_SET: SET IN ROCK OUTCROP
 FG0254_STAMPING: B 207 1962
 FG0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0254+STABILITY: POSITION/ELEVATION WELL
 FG0254
 FG0254  HISTORY     - Date     Condition        Report By
 FG0254  HISTORY     - 1962     MONUMENTED       CGS
 FG0254  HISTORY     - 1967     GOOD             NGS
 FG0254
 FG0254                          STATION DESCRIPTION
 FG0254
 FG0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0254'3.95 MI W FROM ROSE BUD.
 FG0254'IT IS 1.0 MILE WEST ALONG STATE HIGHWAY 36, THENCE 2.9 MILES WEST
 FG0254'ALONG STATE HIGHWAY 124 FROM THE POST OFFICE IN ROSE BUD, 148 FEET
 FG0254'WEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAYS 124 AND 107, 33
 FG0254'FEET NORTH OF THE CENTER OF STATE HIGHWAY 124, 5.3 FEET SOUTH OF A
 FG0254'METAL WITNESS POST AND CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0152 ***********************************************************************
 FG0152  DESIGNATION -  B 208
 FG0152  PID         -  FG0152
 FG0152  STATE/COUNTY-  AR/FAULKNER
 FG0152  USGS QUAD   -  ROSE BUD (1994)
 FG0152
 FG0152                         *CURRENT SURVEY CONTROL
 FG0152  ___________________________________________________________________
 FG0152* NAD 83(1986)-  35 19 18.     (N)    092 07 05.     (W)     SCALED    
 FG0152* NAVD 88     -       230.128  (meters)     755.01   (feet)  ADJUSTED  
 FG0152  ___________________________________________________________________
 FG0152  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FG0152  DYNAMIC HT  -         229.915 (meters)     754.31  (feet)  COMP
 FG0152  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FG0152
 FG0152  VERT ORDER  -  SECOND    CLASS 0
 FG0152
 FG0152.The horizontal coordinates were scaled from a topographic map and have
 FG0152.an estimated accuracy of +/- 6 seconds.
 FG0152
 FG0152.The orthometric height was determined by differential leveling
 FG0152.and adjusted by the National Geodetic Survey in June 1991..
 FG0152
 FG0152.The geoid height was determined by GEOID03.
 FG0152
 FG0152.The dynamic height is computed by dividing the NAVD 88
 FG0152.geopotential number by the normal gravity value computed on the
 FG0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0152.degrees latitude (g = 980.6199 gals.).
 FG0152
 FG0152.The modeled gravity was interpolated from observed gravity values.
 FG0152
 FG0152;                    North         East    Units  Estimated Accuracy
 FG0152;SPC AR N     -   109,650.      389,270.      MT  (+/- 180 meters Scaled)
 FG0152
 FG0152                          SUPERSEDED SURVEY CONTROL
 FG0152
 FG0152  NGVD 29 (??/??/92)  230.089  (m)          754.88   (f) ADJ UNCH    2 0
 FG0152
 FG0152.Superseded values are not recommended for survey control.
 FG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0152.See file dsdata.txt to determine how the superseded data were derived.
 FG0152
 FG0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV801090(NAD 83)
 FG0152_MARKER: DB = BENCH MARK DISK
 FG0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0152_SP_SET: CULVERT
 FG0152_STAMPING: B 208 1962
 FG0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0152
 FG0152  HISTORY     - Date     Condition        Report By
 FG0152  HISTORY     - 1962     MONUMENTED       CGS
 FG0152  HISTORY     - 20041202 GOOD             NGS
 FG0152
 FG0152                          STATION DESCRIPTION
 FG0152
 FG0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0152'2.75 MI SW FROM ROSE BUD.
 FG0152'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0152'ROSE BUD, 31.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 3
 FG0152'FEET BELOW THE LEVEL OF THE HIGHWAY, 0.4 FOOT SOUTH OF THE NORTH END
 FG0152'OF A CONCRETE CULVERT, SET IN A DRILL HOLE IN THE WEST HEADWALL.
 FG0152
 FG0152                          STATION RECOVERY (2004)
 FG0152
 FG0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0208 ***********************************************************************
 FG0208  DESIGNATION -  B 209
 FG0208  PID         -  FG0208
 FG0208  STATE/COUNTY-  AR/FAULKNER
 FG0208  USGS QUAD   -  GREENBRIER (1994)
 FG0208
 FG0208                         *CURRENT SURVEY CONTROL
 FG0208  ___________________________________________________________________
 FG0208* NAD 83(1986)-  35 13 10.     (N)    092 23 17.     (W)     SCALED    
 FG0208* NAVD 88     -       100.255  (meters)     328.92   (feet)  ADJUSTED  
 FG0208  ___________________________________________________________________
 FG0208  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0208  DYNAMIC HT  -         100.162 (meters)     328.61  (feet)  COMP
 FG0208  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 FG0208
 FG0208  VERT ORDER  -  SECOND    CLASS 0
 FG0208
 FG0208.The horizontal coordinates were scaled from a topographic map and have
 FG0208.an estimated accuracy of +/- 6 seconds.
 FG0208
 FG0208.The orthometric height was determined by differential leveling
 FG0208.and adjusted by the National Geodetic Survey in June 1991..
 FG0208
 FG0208.The geoid height was determined by GEOID03.
 FG0208
 FG0208.The dynamic height is computed by dividing the NAVD 88
 FG0208.geopotential number by the normal gravity value computed on the
 FG0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0208.degrees latitude (g = 980.6199 gals.).
 FG0208
 FG0208.The modeled gravity was interpolated from observed gravity values.
 FG0208
 FG0208;                    North         East    Units  Estimated Accuracy
 FG0208;SPC AR N     -    98,380.      364,670.      MT  (+/- 180 meters Scaled)
 FG0208
 FG0208                          SUPERSEDED SURVEY CONTROL
 FG0208
 FG0208  NGVD 29 (??/??/92)  100.263  (m)          328.95   (f) ADJ UNCH    2 0
 FG0208
 FG0208.Superseded values are not recommended for survey control.
 FG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0208.See file dsdata.txt to determine how the superseded data were derived.
 FG0208
 FG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU556975(NAD 83)
 FG0208_MARKER: DB = BENCH MARK DISK
 FG0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0208_SP_SET: CULVERT
 FG0208_STAMPING: B 209 1962
 FG0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0208
 FG0208  HISTORY     - Date     Condition        Report By
 FG0208  HISTORY     - 1962     MONUMENTED       CGS
 FG0208
 FG0208                          STATION DESCRIPTION
 FG0208
 FG0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0208'1.0 MI S FROM GREENBRIER.
 FG0208'1.0 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0208'GREENBRIER, 21.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET 0.9
 FG0208'FEET NORTH OF THE SOUTH END OF THE WEST HEADWALL OF A CULVERT AND 1.0
 FG0208'BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0009 ***********************************************************************
 EK0009  DESIGNATION -  B 21
 EK0009  PID         -  EK0009
 EK0009  STATE/COUNTY-  AR/SCOTT
 EK0009  USGS QUAD   -  Y CITY (1975)
 EK0009
 EK0009                         *CURRENT SURVEY CONTROL
 EK0009  ___________________________________________________________________
 EK0009* NAD 83(1986)-  34 44 06.     (N)    094 04 36.     (W)     SCALED    
 EK0009* NAVD 88     -       225.963  (meters)     741.35   (feet)  ADJUSTED  
 EK0009  ___________________________________________________________________
 EK0009  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EK0009  DYNAMIC HT  -         225.724 (meters)     740.56  (feet)  COMP
 EK0009  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 EK0009
 EK0009  VERT ORDER  -  FIRST     CLASS II
 EK0009
 EK0009.The horizontal coordinates were scaled from a topographic map and have
 EK0009.an estimated accuracy of +/- 6 seconds.
 EK0009
 EK0009.The orthometric height was determined by differential leveling
 EK0009.and adjusted by the National Geodetic Survey in June 1991..
 EK0009
 EK0009.The geoid height was determined by GEOID03.
 EK0009
 EK0009.The dynamic height is computed by dividing the NAVD 88
 EK0009.geopotential number by the normal gravity value computed on the
 EK0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0009.degrees latitude (g = 980.6199 gals.).
 EK0009
 EK0009.The modeled gravity was interpolated from observed gravity values.
 EK0009
 EK0009;                    North         East    Units  Estimated Accuracy
 EK0009;SPC AR N     -    46,570.      209,820.      MT  (+/- 180 meters Scaled)
 EK0009
 EK0009                          SUPERSEDED SURVEY CONTROL
 EK0009
 EK0009  NGVD 29 (??/??/92)  225.856  (m)          741.00   (f) ADJ UNCH    1 2
 EK0009
 EK0009.Superseded values are not recommended for survey control.
 EK0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0009.See file dsdata.txt to determine how the superseded data were derived.
 EK0009
 EK0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU014441(NAD 83)
 EK0009_MARKER: DB = BENCH MARK DISK
 EK0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0009_SP_SET: BRIDGE CURB
 EK0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0009
 EK0009  HISTORY     - Date     Condition        Report By
 EK0009  HISTORY     - UNK      MONUMENTED       CGS
 EK0009  HISTORY     - 1932     GOOD             NGS
 EK0009  HISTORY     - 1959     GOOD             NGS
 EK0009  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0009
 EK0009                          STATION DESCRIPTION
 EK0009
 EK0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0009'4.4 MI S FROM BOLES.
 EK0009'4.35 MILES SOUTH BY HIGHWAY LOCATED IN A CONCRETE BRIDGE NO.
 EK0009'11-7.30, OVER TANNA HILL CREEK, 0.25 MILES SOUTHEAST OF A 21, AND
 EK0009'AT THE INTERSECTION OF U.S. HIGHWAYS 71 AND 270, CALLED LOCALLY
 EK0009'THE Y, MARK IS IN THE EAST CURBING OF THE BRIDGE, 2.5 FEET NORTH
 EK0009'OF THE SOUTH END OF THE BRIDGE.
 EK0009
 EK0009                          STATION RECOVERY (1959)
 EK0009
 EK0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EK0009'RECOVERED IN GOOD CONDITION.
 EK0009
 EK0009                          STATION RECOVERY (1985)
 EK0009
 EK0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0009'NOT RECOVERED, BRIDGE HAS BEEN REPLACED DUE TO HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1587 ***********************************************************************
 FF1587  DESIGNATION -  B 21
 FF1587  PID         -  FF1587
 FF1587  STATE/COUNTY-  AR/INDEPENDENCE
 FF1587  USGS QUAD   -  BETHESDA (1989)
 FF1587
 FF1587                         *CURRENT SURVEY CONTROL
 FF1587  ___________________________________________________________________
 FF1587* NAD 83(1986)-  35 46 34.     (N)    091 51 34.     (W)     SCALED    
 FF1587* NAVD 88     -        89.967  (meters)     295.17   (feet)  ADJUSTED  
 FF1587  ___________________________________________________________________
 FF1587  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FF1587  DYNAMIC HT  -          89.889 (meters)     294.91  (feet)  COMP
 FF1587  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 FF1587
 FF1587  VERT ORDER  -  SECOND    CLASS 0
 FF1587
 FF1587.The horizontal coordinates were scaled from a topographic map and have
 FF1587.an estimated accuracy of +/- 6 seconds.
 FF1587
 FF1587.The orthometric height was determined by differential leveling
 FF1587.and adjusted by the National Geodetic Survey in June 1991..
 FF1587
 FF1587.The geoid height was determined by GEOID03.
 FF1587
 FF1587.The dynamic height is computed by dividing the NAVD 88
 FF1587.geopotential number by the normal gravity value computed on the
 FF1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1587.degrees latitude (g = 980.6199 gals.).
 FF1587
 FF1587.The modeled gravity was interpolated from observed gravity values.
 FF1587
 FF1587;                    North         East    Units  Estimated Accuracy
 FF1587;SPC AR N     -   160,070.      412,710.      MT  (+/- 180 meters Scaled)
 FF1587
 FF1587                          SUPERSEDED SURVEY CONTROL
 FF1587
 FF1587  NGVD 29 (??/??/??)   89.883  (m)          294.89   (f) ADJUSTED    2 0
 FF1587
 FF1587.Superseded values are not recommended for survey control.
 FF1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1587.See file dsdata.txt to determine how the superseded data were derived.
 FF1587
 FF1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV030597(NAD 83)
 FF1587_MARKER: DD = SURVEY DISK
 FF1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1587_STAMPING: B 21 1934
 FF1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1587+STABILITY: SURFACE MOTION
 FF1587
 FF1587  HISTORY     - Date     Condition        Report By
 FF1587  HISTORY     - 1934     MONUMENTED       ARGS
 FF1587  HISTORY     - 1934     GOOD             CGS
 FF1587  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1587
 FF1587                          STATION DESCRIPTION
 FF1587
 FF1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1587'AT O NEAL.
 FF1587'AT O NEAL, INDEPENDENCE COUNTY, ABOUT 140 FEET SOUTHEAST OF THE
 FF1587'END OF THE MISSOURI PACIFIC RAILROAD STATION, IN THE SE. 1/4,
 FF1587'OF THE NW. 1/4 OF SEC. 16, T. 13 N., R. 8 W., 72 FEET NORTHWEST
 FF1587'OF THE TWENTY-EIGHTH POLE NORTHWEST OF MILEPOST 298, AT A ROAD
 FF1587'CROSSING, 28 FEET NORTHWEST OF THE ROAD, AND 17 FEET SOUTHWEST
 FF1587'OF THE CENTER LINE OF THE MAIN TRACK.  A STATE SURVEY STANDARD
 FF1587'DISK, STAMPED B 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1587
 FF1587                          STATION RECOVERY (1986)
 FF1587
 FF1587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0692 ***********************************************************************
 EK0692  DESIGNATION -  B 21 RESET
 EK0692  PID         -  EK0692
 EK0692  STATE/COUNTY-  AR/SCOTT
 EK0692  USGS QUAD   -  Y CITY (1975)
 EK0692
 EK0692                         *CURRENT SURVEY CONTROL
 EK0692  ___________________________________________________________________
 EK0692* NAD 83(1986)-  34 44 07.     (N)    094 04 37.     (W)     SCALED    
 EK0692* NAVD 88     -       226.634  (meters)     743.55   (feet)  ADJUSTED  
 EK0692  ___________________________________________________________________
 EK0692  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EK0692  DYNAMIC HT  -         226.395 (meters)     742.76  (feet)  COMP
 EK0692  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 EK0692
 EK0692  VERT ORDER  -  FIRST     CLASS II
 EK0692
 EK0692.The horizontal coordinates were scaled from a topographic map and have
 EK0692.an estimated accuracy of +/- 6 seconds.
 EK0692
 EK0692.The orthometric height was determined by differential leveling
 EK0692.and adjusted by the National Geodetic Survey in June 1991..
 EK0692
 EK0692.The geoid height was determined by GEOID03.
 EK0692
 EK0692.The dynamic height is computed by dividing the NAVD 88
 EK0692.geopotential number by the normal gravity value computed on the
 EK0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0692.degrees latitude (g = 980.6199 gals.).
 EK0692
 EK0692.The modeled gravity was interpolated from observed gravity values.
 EK0692
 EK0692;                    North         East    Units  Estimated Accuracy
 EK0692;SPC AR N     -    46,600.      209,800.      MT  (+/- 180 meters Scaled)
 EK0692
 EK0692                          SUPERSEDED SURVEY CONTROL
 EK0692
 EK0692.No superseded survey control is available for this station.
 EK0692
 EK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU014442(NAD 83)
 EK0692_MARKER: DB = BENCH MARK DISK
 EK0692_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0692_SP_SET: CULVERT
 EK0692_STAMPING: B 21 RESET 1981
 EK0692_MARK LOGO: NGS   
 EK0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0692
 EK0692  HISTORY     - Date     Condition        Report By
 EK0692  HISTORY     - 1981     MONUMENTED       NGS
 EK0692  HISTORY     - 1985     GOOD             NGS
 EK0692  HISTORY     - 1987     GOOD             USPSQD
 EK0692  HISTORY     - 1988     GOOD             USPSQD
 EK0692  HISTORY     - 1990     GOOD             USPSQD
 EK0692
 EK0692                          STATION DESCRIPTION
 EK0692
 EK0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0692'7.3 KM (4.55 MI) SOUTH FROM BOLES.
 EK0692'7.3 KM (4.55 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0692'BOLES, SET IN THE EAST END OF A CULVERT, AT THE JUNCTION OF U.S.
 EK0692'HIGHWAYS 71 AND 270, 28.96 METERS (95.0 FT) EAST-NORTHEAST OF THE
 EK0692'CENTERLINE OF HIGHWAY 71, 17.68 METERS (58.0 FT) NORTH OF THE
 EK0692'CENTERLINE OF HIGHWAY 270, AND 0.55 METERS (1.8 FT) WEST OF THE EAST
 EK0692'END OF THE CULVERT.
 EK0692'THE MARK IS 1.83 M BELOW HIGHWAY 71.
 EK0692
 EK0692                          STATION RECOVERY (1987)
 EK0692
 EK0692'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0692'RECOVERED IN GOOD CONDITION.
 EK0692
 EK0692                          STATION RECOVERY (1988)
 EK0692
 EK0692'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0692'RECOVERED IN GOOD CONDITION.
 EK0692
 EK0692                          STATION RECOVERY (1990)
 EK0692
 EK0692'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0355 ***********************************************************************
 FG0355  DESIGNATION -  B 210
 FG0355  PID         -  FG0355
 FG0355  STATE/COUNTY-  AR/CONWAY
 FG0355  USGS QUAD   -  MORRILTON EAST (1990)
 FG0355
 FG0355                         *CURRENT SURVEY CONTROL
 FG0355  ___________________________________________________________________
 FG0355* NAD 83(1986)-  35 09 06.     (N)    092 43 32.     (W)     SCALED    
 FG0355* NAVD 88     -       120.331  (meters)     394.79   (feet)  ADJUSTED  
 FG0355  ___________________________________________________________________
 FG0355  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FG0355  DYNAMIC HT  -         120.217 (meters)     394.41  (feet)  COMP
 FG0355  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 FG0355
 FG0355  VERT ORDER  -  FIRST     CLASS II
 FG0355
 FG0355.The horizontal coordinates were scaled from a topographic map and have
 FG0355.an estimated accuracy of +/- 6 seconds.
 FG0355
 FG0355.The orthometric height was determined by differential leveling
 FG0355.and adjusted by the National Geodetic Survey in June 1991..
 FG0355.WARNING-Repeat measurements at this control monument indicate possible
 FG0355.vertical movement.
 FG0355
 FG0355.The geoid height was determined by GEOID03.
 FG0355
 FG0355.The dynamic height is computed by dividing the NAVD 88
 FG0355.geopotential number by the normal gravity value computed on the
 FG0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0355.degrees latitude (g = 980.6199 gals.).
 FG0355
 FG0355.The modeled gravity was interpolated from observed gravity values.
 FG0355
 FG0355;                    North         East    Units  Estimated Accuracy
 FG0355;SPC AR N     -    91,030.      333,890.      MT  (+/- 180 meters Scaled)
 FG0355
 FG0355                          SUPERSEDED SURVEY CONTROL
 FG0355
 FG0355  NGVD 29 (??/??/92)  120.371  (m)          394.92   (f) ADJ UNCH    1 2
 FG0355
 FG0355.Superseded values are not recommended for survey control.
 FG0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0355.See file dsdata.txt to determine how the superseded data were derived.
 FG0355
 FG0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU249898(NAD 83)
 FG0355_MARKER: DB = BENCH MARK DISK
 FG0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0355_STAMPING: B 210 1962
 FG0355_MARK LOGO: CGS   
 FG0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0355+STABILITY: SURFACE MOTION
 FG0355
 FG0355  HISTORY     - Date     Condition        Report By
 FG0355  HISTORY     - 1962     MONUMENTED       CGS
 FG0355  HISTORY     - 1967     GOOD             NGS
 FG0355  HISTORY     - 1984     GOOD             NGS
 FG0355  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FG0355  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0355  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0355
 FG0355                          STATION DESCRIPTION
 FG0355
 FG0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0355'1.1 MI E FROM MORRILTON.
 FG0355'IT IS 1.1 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE RAILROAD DEPOT IN
 FG0355'MORRILTON, 24 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 64, 2.2 FEET
 FG0355'WEST OF A METAL WITNESS POST, 2 FEET EAST OF A POWERLINE POLE, 228
 FG0355'FEET SOUTH OF THE COLONIAL RESTAURANT AND SET IN THE TOP OF AN 11 INCH
 FG0355'SQUARE CONCRETE POST PROJECTING 2 INCHES.
 FG0355
 FG0355                          STATION RECOVERY (1984)
 FG0355
 FG0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0355'RECOVERED IN GOOD CONDITION.  THE DISK IS 8 CM (3 INCHES) BELOW GROUND
 FG0355'LEVEL.
 FG0355
 FG0355                          STATION RECOVERY (1988)
 FG0355
 FG0355'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0355'MARK NOT FOUND.
 FG0355
 FG0355                          STATION RECOVERY (1989)
 FG0355
 FG0355'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0355'MARK NOT FOUND.
 FG0355
 FG0355                          STATION RECOVERY (1989)
 FG0355
 FG0355'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1899 ***********************************************************************
 FE1899  DESIGNATION -  B 213
 FE1899  PID         -  FE1899
 FE1899  STATE/COUNTY-  AR/MISSISSIPPI
 FE1899  USGS QUAD   -  CHIC (1983)
 FE1899
 FE1899                         *CURRENT SURVEY CONTROL
 FE1899  ___________________________________________________________________
 FE1899* NAD 83(1986)-  35 56 54.     (N)    089 42 13.     (W)     SCALED    
 FE1899* NAVD 88     -        85.144  (meters)     279.34   (feet)  ADJUSTED  
 FE1899  ___________________________________________________________________
 FE1899  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE1899  DYNAMIC HT  -          85.072 (meters)     279.11  (feet)  COMP
 FE1899  MODELED GRAV-     979,792.4   (mgal)                       NAVD 88
 FE1899
 FE1899  VERT ORDER  -  FIRST     CLASS I
 FE1899
 FE1899.The horizontal coordinates were scaled from a topographic map and have
 FE1899.an estimated accuracy of +/- 6 seconds.
 FE1899
 FE1899.The orthometric height was determined by differential leveling
 FE1899.and adjusted by the National Geodetic Survey in June 1991..
 FE1899
 FE1899.The geoid height was determined by GEOID03.
 FE1899
 FE1899.The dynamic height is computed by dividing the NAVD 88
 FE1899.geopotential number by the normal gravity value computed on the
 FE1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1899.degrees latitude (g = 980.6199 gals.).
 FE1899
 FE1899.The modeled gravity was interpolated from observed gravity values.
 FE1899
 FE1899;                    North         East    Units  Estimated Accuracy
 FE1899;SPC AR N     -   181,590.      607,160.      MT  (+/- 180 meters Scaled)
 FE1899
 FE1899                          SUPERSEDED SURVEY CONTROL
 FE1899
 FE1899  NGVD 29 (??/??/??)   85.071  (m)          279.10   (f) ADJUSTED    1 1
 FE1899
 FE1899.Superseded values are not recommended for survey control.
 FE1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1899.See file dsdata.txt to determine how the superseded data were derived.
 FE1899
 FE1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE561815(NAD 83)
 FE1899_MARKER: DB = BENCH MARK DISK
 FE1899_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1899_SP_SET: 104 FEET
 FE1899_STAMPING: B 213 1976
 FE1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1899+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FE1899
 FE1899  HISTORY     - Date     Condition        Report By
 FE1899  HISTORY     - 1976     MONUMENTED       NGS
 FE1899  HISTORY     - 20020729 GOOD             USACE
 FE1899
 FE1899                          STATION DESCRIPTION
 FE1899
 FE1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1899'2.4 MI SE FROM HUFFMAN.
 FE1899'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 FE1899'WAYS 137 AND 150 AT HUFFMAN, THENCE 2.4 MILES SOUTHEAST ALONG THE
 FE1899'LEVEE, 14.1 FEET SOUTHWEST OF THE CENTER OF LEVEE, AND 11.3 FEET
 FE1899'NORTHEAST OF MILEPOST 51/52. A DISK ON TOP OF A COPPER COATED
 FE1899'STEEL ROD SET TO A DEPTH OF 104 FEET, 1 FOOT BELOW THE LEVEE,
 FE1899'1 FOOT NE OF A WITNESS POST
 FE1899
 FE1899                          STATION RECOVERY (2002)
 FE1899
 FE1899'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1942 ***********************************************************************
 FE1942  DESIGNATION -  B 214
 FE1942  PID         -  FE1942
 FE1942  STATE/COUNTY-  AR/MISSISSIPPI
 FE1942  USGS QUAD   -  ROSA (1983)
 FE1942
 FE1942                         *CURRENT SURVEY CONTROL
 FE1942  ___________________________________________________________________
 FE1942* NAD 83(1997)-  35 46 07.18442(N)    089 51 04.07885(W)     ADJUSTED  
 FE1942* NAVD 88     -        82.280  (meters)     269.95   (feet)  ADJUSTED  
 FE1942  ___________________________________________________________________
 FE1942  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FE1942  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1942  DYNAMIC HT  -          82.211 (meters)     269.72  (feet)  COMP
 FE1942  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 FE1942
 FE1942  HORZ ORDER  -  SECOND
 FE1942  VERT ORDER  -  FIRST     CLASS I
 FE1942
 FE1942.The horizontal coordinates were established by classical geodetic methods
 FE1942.and adjusted by the National Geodetic Survey in September 1999..
 FE1942
 FE1942.The orthometric height was determined by differential leveling
 FE1942.and adjusted by the National Geodetic Survey in June 1991..
 FE1942
 FE1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1942
 FE1942.The geoid height was determined by GEOID03.
 FE1942
 FE1942.The dynamic height is computed by dividing the NAVD 88
 FE1942.geopotential number by the normal gravity value computed on the
 FE1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1942.degrees latitude (g = 980.6199 gals.).
 FE1942
 FE1942.The modeled gravity was interpolated from observed gravity values.
 FE1942
 FE1942;                    North         East     Units Scale Factor Converg.
 FE1942;SPC AR N     -   161,358.508   594,287.185   MT  0.99994110   +1 15 01.5
 FE1942;SPC AR N     -   529,390.37  1,949,757.21   sFT  0.99994110   +1 15 01.5
 FE1942;UTM  16      - 3,962,040.511   242,251.796   MT  1.00041871   -1 40 02.8
 FE1942
 FE1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1942!SPC AR N     -   0.99999143  x   0.99994110  =   0.99993253
 FE1942!UTM  16      -   0.99999143  x   1.00041871  =   1.00041014
 FE1942
 FE1942                          SUPERSEDED SURVEY CONTROL
 FE1942
 FE1942  NAD 83(1997)-  35 46 07.18516(N)    089 51 04.07870(W) AD(       ) 2
 FE1942  NAD 83(1997)-  35 46 07.19514(N)    089 51 04.07786(W) AD(       ) 2
 FE1942  NAD 83(1986)-  35 46 07.19552(N)    089 51 04.07707(W) AD(       ) 2
 FE1942  NAD 27      -  35 46 06.92084(N)    089 51 03.77160(W) AD(       ) 2
 FE1942  NGVD 29 (??/??/??)   82.221  (m)          269.75   (f) ADJUSTED    1 1
 FE1942
 FE1942.Superseded values are not recommended for survey control.
 FE1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1942.See file dsdata.txt to determine how the superseded data were derived.
 FE1942
 FE1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4225262041(NAD 83)
 FE1942_MARKER: DB = BENCH MARK DISK
 FE1942_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1942_SP_SET: 4 FEET
 FE1942_STAMPING: B 214 1976
 FE1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1942+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 FE1942
 FE1942  HISTORY     - Date     Condition        Report By
 FE1942  HISTORY     - 1976     MONUMENTED       NGS
 FE1942  HISTORY     - 1977     GOOD             NGS
 FE1942  HISTORY     - 1977     GOOD             NGS
 FE1942  HISTORY     - 20020727 GOOD             USACE
 FE1942
 FE1942                          STATION DESCRIPTION
 FE1942
 FE1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1942'5.2 MI NE FROM LUXORA.
 FE1942'5.2 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF MAIN
 FE1942'STREET AT LUXORA, 20 FEET NORTH OF THE CENTER OF THE LEVEE, 87
 FE1942'FEET SOUTH OF A FENCE AT TOE OF LEVEE, 0.05 MILE EAST OF A ROAD
 FE1942'CROSSING THE LEVEE, AND 0.05 MILE EAST OF A SPUR LEVEE LEADING
 FE1942'SOUTH. A DISK ON THE TOP OF A COPPER COATED STEEL ROD SET TO A
 FE1942'DEPTH OF 4 FEET, 1 FOOT BELOW THE LEVEE, AND 1 FOOT EAST OF A
 FE1942'WITNESS POST.
 FE1942
 FE1942                          STATION RECOVERY (1977)
 FE1942
 FE1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE1942'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF BLYTHEVILLE,
 FE1942'6-1/2 MILES SOUTHEAST OF BURDETTE, 5 MILES NORTHEAST OF LUXORA,
 FE1942'AND ON TOP OF THE LEVEE.
 FE1942'
 FE1942'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FE1942'HIGHWAY 55 AND U.S. HIGHWAY 61, AT THE SOUTH EDGE OF
 FE1942'BLYTHEVILLE, GO SOUTH ON U.S. HIGHWAY 61 FOR 7.2 MILES TO THE
 FE1942'JUNCTION OF STATE HIGHWAY 120 ON THE LEFT.  TURN LEFT AND GO
 FE1942'EAST-NORTHEAST ON STATE ROUTE 120 FOR 6 MILES TO A CROSSROAD
 FE1942'AT R.C. LANGSTON GENERAL MDSE STORE.  TURN RIGHT AND GO SOUTH
 FE1942'FOR 1.6 MILES TO A T-ROAD JUNCTION.  TURN RIGHT AND GO
 FE1942'SOUTHWEST ON A GRAVEL ROAD FOR 0.75 MILE TO A FRAME HOUSE ON
 FE1942'THE RIGHT AND TRIANGULATION STATION COOPER 2 ON THE RIGHT.
 FE1942'CONTINUE AHEAD SOUTHERLY FOR 0.1 MILE TO A FORK.  TAKE LEFT
 FE1942'FORK AND GO EASTERLY FOR 0.05 MILE TO THE TOP OF THE LEVEE
 FE1942'AND GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE,
 FE1942'AND GO NORTHEAST ALONG THE TOP OF THE LEVEE FOR 0.05 MILE
 FE1942'TO BM 214 ON THE LEFT.
 FE1942'
 FE1942'THE MARK, STAMPED---B 214 1976---, IS A STANDARD DISK
 FE1942'CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER STEEL ROD THAT IS
 FE1942'4 INCHES BELOW THE GROUND SURFACE, AND SURROUNDED BY A 4-INCH
 FE1942'DIAMETER PLASTIC PIPE WITH CAP.  IT IS 19 FEET WEST OF CENTER
 FE1942'OF THE LEVEE ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, AND
 FE1942'2 FEET EAST OF MILEPOST MARKER 69.
 FE1942'
 FE1942'A TRAVERSE TIE WAS MADE TO STATION COOPER 2 RM 7.
 FE1942
 FE1942                          STATION RECOVERY (1977)
 FE1942
 FE1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FE1942'RECOVERED IN GOOD CONDITION.
 FE1942
 FE1942                          STATION RECOVERY (2002)
 FE1942
 FE1942'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1942'THE STATION IS 5 FT S.SE OF LMP 69 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1011 ***********************************************************************
 FF1011  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1011  DESIGNATION -  B 215
 FF1011  PID         -  FF1011
 FF1011  STATE/COUNTY-  AR/MISSISSIPPI
 FF1011  USGS QUAD   -  WILSON (1983)
 FF1011
 FF1011                         *CURRENT SURVEY CONTROL
 FF1011  ___________________________________________________________________
 FF1011* NAD 83(1997)-  35 33 37.35199(N)    090 01 45.66271(W)     ADJUSTED  
 FF1011* NAVD 88     -        77.53   (meters)     254.4    (feet)  GPS OBS   
 FF1011  ___________________________________________________________________
 FF1011  X           -      -2,661.002 (meters)                     COMP
 FF1011  Y           -  -5,194,558.315 (meters)                     COMP
 FF1011  Z           -   3,688,648.464 (meters)                     COMP
 FF1011  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 FF1011  ELLIP HEIGHT-          49.92  (meters)          (01/24/03) GPS OBS
 FF1011  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF1011  DYNAMIC HT  -          77.46  (meters)     254.1   (feet)  COMP
 FF1011  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 FF1011
 FF1011  HORZ ORDER  -  FIRST
 FF1011  VERT ORDER  -  THIRD (See Below)
 FF1011  ELLP ORDER  -  SECOND    CLASS II
 FF1011
 FF1011.The horizontal coordinates were established by GPS observations
 FF1011.and adjusted by the National Geodetic Survey in January 2003..
 FF1011
 FF1011.The orthometric height was determined by GPS observations and a
 FF1011.high-resolution geoid model using precise GPS observation and
 FF1011.processing techniques. It supersedes the leveled height previously
 FF1011.determined for this station.
 FF1011.The vertical order pertains to the first NAVD 88 superseded value.
 FF1011
 FF1011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1011
 FF1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1011
 FF1011.The ellipsoidal height was determined by GPS observations
 FF1011.and is referenced to NAD 83.
 FF1011
 FF1011.The geoid height was determined by GEOID03.
 FF1011
 FF1011.The dynamic height is computed by dividing the NAVD 88
 FF1011.geopotential number by the normal gravity value computed on the
 FF1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1011.degrees latitude (g = 980.6199 gals.).
 FF1011
 FF1011.The modeled gravity was interpolated from observed gravity values.
 FF1011
 FF1011;                    North         East     Units Scale Factor Converg.
 FF1011;SPC AR N     -   137,917.503   578,638.559   MT  0.99993602   +1 08 48.2
 FF1011;SPC AR N     -   452,484.34  1,898,416.67   sFT  0.99993602   +1 08 48.2
 FF1011;UTM  15      - 3,939,250.955   769,254.992   MT  1.00049350   +1 43 43.1
 FF1011;UTM  16      - 3,939,413.169   225,422.795   MT  1.00052918   -1 45 46.3
 FF1011
 FF1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1011!SPC AR N     -   0.99999216  x   0.99993602  =   0.99992819
 FF1011!UTM  15      -   0.99999216  x   1.00049350  =   1.00048566
 FF1011!UTM  16      -   0.99999216  x   1.00052918  =   1.00052134
 FF1011
 FF1011                          SUPERSEDED SURVEY CONTROL
 FF1011
 FF1011  NAVD 88 (06/15/91)   77.500  (m)          254.26   (f) ADJUSTED    1 1
 FF1011  NGVD 29 (??/??/??)   77.473  (m)          254.18   (f) ADJUSTED    1 1
 FF1011
 FF1011.Superseded values are not recommended for survey control.
 FF1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1011.See file dsdata.txt to determine how the superseded data were derived.
 FF1011
 FF1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6925539251(NAD 83)
 FF1011_MARKER: DB = BENCH MARK DISK
 FF1011_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FF1011+WITH SETTING: INFORMATION.
 FF1011_SP_SET: METAL ROD WITH BASE PLATE
 FF1011_STAMPING: B 215 1976
 FF1011_MARK LOGO: NGS   
 FF1011_PROJECTION: RECESSED 10 CENTIMETERS
 FF1011_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1011+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 FF1011_ROD/PIPE-DEPTH: 1.2  meters
 FF1011
 FF1011  HISTORY     - Date     Condition        Report By
 FF1011  HISTORY     - 1976     MONUMENTED       NGS
 FF1011  HISTORY     - 20011012 GOOD             3001
 FF1011  HISTORY     - 20020726 GOOD             USACE
 FF1011  HISTORY     - 20030721 GOOD             EMCINC
 FF1011  HISTORY     - 20050512 GOOD             USACE
 FF1011
 FF1011                          STATION DESCRIPTION
 FF1011
 FF1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1011'IN WILSON.
 FF1011'AT WILSON, 0.2 MILE NORTH ALONG THE LEVEE FROM THE CROSSING OF
 FF1011'UNION STREET, 20 FEET WEST OF THE CENTER OF LEVEE, AND 2.2 FEET
 FF1011'SOUTH OF MILEPOST 103/104. A DISK ON THE TOP OF A COPPER-COATED STEEL
 FF1011'ROD SET IN TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  2 FEET
 FF1011'NORTH OF A WITNESS POST.
 FF1011
 FF1011                          STATION RECOVERY (2001)
 FF1011
 FF1011'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FF1011'THE STATION IS LOCATED IN MISSISSIPPI COUNTY, ARKANSAS, 5.30 MILES
 FF1011'NORTHEAST OF BASSET, 3.8
 FF1011'MILES SOUTH OF DRIVER, AND 0.90 MILES SOUTHEAST OF WILSON.
 FF1011' 
 FF1011'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 61 AND UNION
 FF1011'STREET IN WILSON, GO
 FF1011'SOUTH ON UNION STREET FOR 0.35 MILES TO THE JUNCTION OF UNION STREET
 FF1011'AND WEST COUNTY
 FF1011'ROAD 1008.  TURN LEFT, PROCEED NORTHWEST ON COUNTY ROAD 1008 FOR 0.38
 FF1011'MILES TO THE
 FF1011'LEVEE AND LOCKED GATE ON THE LEFT.  GO LEFT THROUGH LOCKED GATE AND
 FF1011'PROCEED 0.10 MILES
 FF1011'TO LEVEE MILE POST 103/104 AND THE MARK IS ON THE LEFT.
 FF1011' 
 FF1011'THE STATION IS 0.10 MILES NORTH OF A LOCKED GATE ON THE LEVEE.  20
 FF1011'FEET WEST OF CENTER OF
 FF1011'THE LEVEE, AND 2.2 FEET SOUTH OF LEVEE MILE POST 103/104.  THE MARK IS
 FF1011'A NGS BM DISK ON TOP
 FF1011'OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 2 FEET BELOW
 FF1011'THE LEVEE.
 FF1011'
 FF1011
 FF1011                          STATION RECOVERY (2002)
 FF1011
 FF1011'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1011'RECOVERED IN GOOD CONDITION.
 FF1011
 FF1011                          STATION RECOVERY (2003)
 FF1011
 FF1011'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF1011'RECOVERED AS DESCRIBED.
 FF1011
 FF1011                          STATION RECOVERY (2005)
 FF1011
 FF1011'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1108 ***********************************************************************
 FF1108  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1108  DESIGNATION -  B 215 X
 FF1108  PID         -  FF1108
 FF1108  STATE/COUNTY-  AR/CRITTENDEN
 FF1108  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1108
 FF1108                         *CURRENT SURVEY CONTROL
 FF1108  ___________________________________________________________________
 FF1108* NAD 83(1997)-  35 26 05.97065(N)    090 08 57.09884(W)     ADJUSTED  
 FF1108* NAVD 88     -        76.47   (meters)     250.9    (feet)  GPS OBS   
 FF1108  ___________________________________________________________________
 FF1108  X           -     -13,547.278 (meters)                     COMP
 FF1108  Y           -  -5,202,618.448 (meters)                     COMP
 FF1108  Z           -   3,677,322.059 (meters)                     COMP
 FF1108  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 FF1108  ELLIP HEIGHT-          48.89  (meters)          (01/24/03) GPS OBS
 FF1108  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1108  DYNAMIC HT  -          76.40  (meters)     250.7   (feet)  COMP
 FF1108  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FF1108
 FF1108  HORZ ORDER  -  FIRST
 FF1108  VERT ORDER  -  THIRD (See Below)
 FF1108  ELLP ORDER  -  SECOND    CLASS II
 FF1108
 FF1108.The horizontal coordinates were established by GPS observations
 FF1108.and adjusted by the National Geodetic Survey in January 2003..
 FF1108
 FF1108.The orthometric height was determined by GPS observations and a
 FF1108.high-resolution geoid model using precise GPS observation and
 FF1108.processing techniques. It supersedes the leveled height previously
 FF1108.determined for this station.
 FF1108.The vertical order pertains to the first NAVD 88 superseded value.
 FF1108
 FF1108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1108
 FF1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1108
 FF1108.The ellipsoidal height was determined by GPS observations
 FF1108.and is referenced to NAD 83.
 FF1108
 FF1108.The geoid height was determined by GEOID03.
 FF1108
 FF1108.The dynamic height is computed by dividing the NAVD 88
 FF1108.geopotential number by the normal gravity value computed on the
 FF1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1108.degrees latitude (g = 980.6199 gals.).
 FF1108
 FF1108.The modeled gravity was interpolated from observed gravity values.
 FF1108
 FF1108;                    North         East     Units Scale Factor Converg.
 FF1108;SPC AR N     -   123,798.729   568,037.584   MT  0.99993931   +1 04 37.1
 FF1108;SPC AR N     -   406,163.00  1,863,636.64   sFT  0.99993931   +1 04 37.1
 FF1108;SPC TN       -   130,213.558   223,366.282   MT  0.99997251   -2 25 44.8
 FF1108;SPC TN       -   427,208.98    732,827.54   sFT  0.99997251   -2 25 44.8
 FF1108;UTM  15      - 3,925,018.293   758,791.852   MT  1.00042542   +1 39 13.5
 FF1108
 FF1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1108!SPC AR N     -   0.99999233  x   0.99993931  =   0.99993164
 FF1108!SPC TN       -   0.99999233  x   0.99997251  =   0.99996484
 FF1108!UTM  15      -   0.99999233  x   1.00042542  =   1.00041774
 FF1108
 FF1108                          SUPERSEDED SURVEY CONTROL
 FF1108
 FF1108  NAD 83(1997)-  35 26 05.97197(N)    090 08 57.09756(W) AD(       ) 2
 FF1108  NAD 83(1997)-  35 26 05.97230(N)    090 08 57.09739(W) AD(       ) 2
 FF1108  NAD 83(1986)-  35 26 05.98319(N)    090 08 57.09736(W) AD(       ) 2
 FF1108  NAD 27      -  35 26 05.68156(N)    090 08 56.76387(W) AD(       ) 2
 FF1108  NAVD 88 (06/15/91)   76.418  (m)          250.71   (f) ADJUSTED    1 1
 FF1108  NGVD 29 (??/??/??)   76.401  (m)          250.66   (f) ADJUSTED    1 1
 FF1108
 FF1108.Superseded values are not recommended for survey control.
 FF1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1108.See file dsdata.txt to determine how the superseded data were derived.
 FF1108
 FF1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5879225018(NAD 83)
 FF1108_MARKER: DB = BENCH MARK DISK
 FF1108_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1108_SP_SET: COPPER-CLAD STEEL ROD
 FF1108_STAMPING: B 215 X 1976
 FF1108_MARK LOGO: NGS   
 FF1108_PROJECTION: FLUSH
 FF1108_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1108+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 FF1108_ROD/PIPE-DEPTH:  3.0 meters
 FF1108
 FF1108  HISTORY     - Date     Condition        Report By
 FF1108  HISTORY     - 1976     MONUMENTED       NGS
 FF1108  HISTORY     - 1979     GOOD             NGS
 FF1108  HISTORY     - 20000926 GOOD             USE
 FF1108  HISTORY     - 20011014 GOOD             3001
 FF1108
 FF1108                          STATION DESCRIPTION
 FF1108
 FF1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1108'12.2 MI SOUTH FROM WILSON.
 FF1108'12.2 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1108'AT WILSON, 18 FEET NORTHWEST OF THE CENTER OF LEVEE, AND 2 FEET
 FF1108'SOUTHEAST OF MILEPOST 122/123.
 FF1108'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 104
 FF1108'FEET.  2 FEET BELOW THE LEVEE.  1 FEET SOUTHEAST OF A WITNESS POST.
 FF1108
 FF1108                          STATION RECOVERY (1979)
 FF1108
 FF1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1108'THE STATION IS LOCATED ABOUT 11.8 KM NORTHEAST OF TURRELL, 3.4 KM
 FF1108'SOUTH-SOUTHEAST OF FRENCHMANS BAYOU AND ATOP THE WEST LEVEE OF
 FF1108'THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM MR. B.B.
 FF1108'ENGINEER, MR. B.B. FAIR, ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 FF1108'WEST MEMPHIS, AR. 72301. TELEPHONE 501-735-1062.
 FF1108'
 FF1108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FF1108'STATE HIGHWAY 308 IN THE SMALL COMMUNITY OF FRENCHMANS BAYOU, GO
 FF1108'NORTH ON U.S. HIGHWAY 61 FOR 0.16 KM (0.1 MI) TO A GRAVEL
 FF1108'CROSSROAD.  TURN RIGHT AND GO 0.08 KM (0.05 MI), THEN BEAR LEFT
 FF1108'ACROSS A RAILROAD TRACK TO A FORK.  TAKE THE LEFT FORK AND GO
 FF1108'EAST FOR 0.16 KM (0.1 MI) TO A GRAVEL ROAD RIGHT, JUST AFTER
 FF1108'CROSSING A CONCRETE BRIDGE.  TURN RIGHT AND GO SOUTHEASTERLY ON A
 FF1108'GRAVEL ROAD FOR 5.23 KM (3.25 MI) TO THE TOP OF A LEVEE AND A
 FF1108'LOCKED GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 FF1108'GO SOUTHERLY ATOP THE LEVEE FOR 1.53 KM (0.95 MI) TO A LOCKED
 FF1108'GATE.  PASS THROUGH THE GATE AND CONTINUE ATOP THE LEVEE FOR
 FF1108'1.2 KM (0.7 MI) TO MILEPOST 122/123 AND THE STATION ON THE RIGHT.
 FF1108'
 FF1108'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FF1108'STAMPED---B 215 X 1976---,
 FF1108'CRIMPED ATOP A METAL ROD ENCASED IN A 4-INCH PVC PIPE SURROUNDED
 FF1108'BY CONCRETE FLUSH WITH THE GROUND.
 FF1108'IT IS LOCATED
 FF1108'5.5 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD,
 FF1108'0.6 METER SOUTHEAST FROM MILEPOST 122/123 AND
 FF1108'0.3 METER SOUTHEAST FROM A METAL WITNESS POST.
 FF1108'
 FF1108'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 FF1108
 FF1108                          STATION RECOVERY (2000)
 FF1108
 FF1108'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1108'RECOVERED IN GOOD CONDITION.
 FF1108
 FF1108                          STATION RECOVERY (2001)
 FF1108
 FF1108'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FF1108'THE STATION IS LOCATED NEAR JOINES, AR, IN MISSISSIPPI COUNTY.  2.86
 FF1108'MILES SOUTHEAST OF
 FF1108'FRENCHMANS BAYOU, AR.  7.38 MILES NORTHEAST OF TURRELL, AR.  10.1
 FF1108'MILES NORTH-NORTHEAST
 FF1108'OF CLARKDALE, AR.
 FF1108' 
 FF1108'OWNERSHIP-  ST. FRANCIS LEVEE DISTRICT, MR B.B. FAIR
 FF1108' 
 FF1108'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 61 AND SR 297, IN
 FF1108'FRENCHMANS
 FF1108'BAYOU, GO SOUTH ON CR 297 FOR 0.20 MILES, ACROSS FRENCHMANS BAYOU, TO
 FF1108'THE INTERSECTION
 FF1108'OF SR 297 AND W CR 1246.  PROCEED SOUTH-SOUTHEAST ON W CR 1246 (GRAVEL
 FF1108'ROAD) FOR 3.2
 FF1108'MILES TO THE TOP OF LEVEE AND LOCKED GATE ON RIGHT.  PROCEED SOUTHWEST
 FF1108'THROUGH GATE.
 FF1108'0.7 MILES TO STATION ON RIGHT.
 FF1108' 
 FF1108'THE STATION IS A STANDARD NGS BENCHMARK DISK, STAMPED B 215 X 1976,
 FF1108'CRIMPED ON A METAL
 FF1108'ROD ENCASED IN A 4 INCH PVC PIPE SURROUNDED BY CONCRETE, FLUSH WITH
 FF1108'THE GROUND.  0.5
 FF1108'FEET SOUTH OF WITNESS POST, 2.5 FEET EAST OF LMP 122/123, 18 FEET
 FF1108'NORTH OF CENTERLINE OF
 FF1108'LEVEE.
 FF1108' 
 FF1108'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0995 ***********************************************************************
 EH0995  DESIGNATION -  B 216
 EH0995  PID         -  EH0995
 EH0995  STATE/COUNTY-  AR/PHILLIPS
 EH0995  USGS QUAD   -  LA GRANGE (1982)
 EH0995
 EH0995                         *CURRENT SURVEY CONTROL
 EH0995  ___________________________________________________________________
 EH0995* NAD 83(1986)-  34 38 53.     (N)    090 38 22.     (W)     SCALED    
 EH0995* NAVD 88     -        59.323  (meters)     194.63   (feet)  ADJUSTED  
 EH0995  ___________________________________________________________________
 EH0995  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0995  DYNAMIC HT  -          59.266 (meters)     194.44  (feet)  COMP
 EH0995  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 EH0995
 EH0995  VERT ORDER  -  FIRST     CLASS II
 EH0995
 EH0995.The horizontal coordinates were scaled from a topographic map and have
 EH0995.an estimated accuracy of +/- 6 seconds.
 EH0995
 EH0995.The orthometric height was determined by differential leveling
 EH0995.and adjusted by the National Geodetic Survey in June 1991..
 EH0995
 EH0995.The geoid height was determined by GEOID03.
 EH0995
 EH0995.The dynamic height is computed by dividing the NAVD 88
 EH0995.geopotential number by the normal gravity value computed on the
 EH0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0995.degrees latitude (g = 980.6199 gals.).
 EH0995
 EH0995.The modeled gravity was interpolated from observed gravity values.
 EH0995
 EH0995;                    North         East    Units  Estimated Accuracy
 EH0995;SPC AR S     -   620,600.      524,730.      MT  (+/- 180 meters Scaled)
 EH0995
 EH0995                          SUPERSEDED SURVEY CONTROL
 EH0995
 EH0995  NGVD 29 (??/??/??)   59.355  (m)          194.73   (f) ADJUSTED    1 2
 EH0995
 EH0995.Superseded values are not recommended for survey control.
 EH0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0995.See file dsdata.txt to determine how the superseded data were derived.
 EH0995
 EH0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU163365(NAD 83)
 EH0995_MARKER: DB = BENCH MARK DISK
 EH0995_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0995_SP_SET: 54 FT.
 EH0995_STAMPING: B 216 1976
 EH0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0995
 EH0995  HISTORY     - Date     Condition        Report By
 EH0995  HISTORY     - 1976     MONUMENTED       NGS
 EH0995
 EH0995                          STATION DESCRIPTION
 EH0995
 EH0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0995'8.65 MI N FROM HELENA.
 EH0995'8.65 MILES NORTH ALONG HOLLY STREET AND RIVER ROAD FROM THE
 EH0995'INTERSECTION OF MC DONOUGH STREET AT HELENA, 59 FEET SOUTH-SOUTHEAST
 EH0995'OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 42
 EH0995'FEET SOUTH OF THE ROAD LEADING NORTHWEST, 20 FEET EAST OF THE CENTER
 EH0995'LINE OF THE RIVER ROAD, AND 2.6 FEET NORTHEAST OF A SIGN READING, 10
 EH0995'MILES HELENA 12 MILES MARIANNA.  A DISK ON TOP OF A COPPER-COATED
 EH0995'STEEL ROD TO A DEPTH OF 54 FEET ENCASED IN A PIPE PROJECTING +6
 EH0995'INCHES.  1 FOOT BELOW ROAD 1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1094 ***********************************************************************
 FF1094  DESIGNATION -  B 217
 FF1094  PID         -  FF1094
 FF1094  STATE/COUNTY-  AR/CRITTENDEN
 FF1094  USGS QUAD   -  JERICHO (1993)
 FF1094
 FF1094                         *CURRENT SURVEY CONTROL
 FF1094  ___________________________________________________________________
 FF1094* NAD 83(1986)-  35 17 53.     (N)    090 10 00.     (W)     SCALED    
 FF1094* NAVD 88     -        74.310  (meters)     243.80   (feet)  ADJUSTED  
 FF1094  ___________________________________________________________________
 FF1094  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF1094  DYNAMIC HT  -          74.244 (meters)     243.58  (feet)  COMP
 FF1094  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FF1094
 FF1094  VERT ORDER  -  FIRST     CLASS I
 FF1094
 FF1094.The horizontal coordinates were scaled from a topographic map and have
 FF1094.an estimated accuracy of +/- 6 seconds.
 FF1094
 FF1094.The orthometric height was determined by differential leveling
 FF1094.and adjusted by the National Geodetic Survey in June 1991..
 FF1094
 FF1094.The geoid height was determined by GEOID03.
 FF1094
 FF1094.The dynamic height is computed by dividing the NAVD 88
 FF1094.geopotential number by the normal gravity value computed on the
 FF1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1094.degrees latitude (g = 980.6199 gals.).
 FF1094
 FF1094.The modeled gravity was interpolated from observed gravity values.
 FF1094
 FF1094;                    North         East    Units  Estimated Accuracy
 FF1094;SPC AR N     -   108,580.      566,730.      MT  (+/- 180 meters Scaled)
 FF1094
 FF1094                          SUPERSEDED SURVEY CONTROL
 FF1094
 FF1094  NGVD 29 (??/??/??)   74.295  (m)          243.75   (f) ADJUSTED    1 1
 FF1094
 FF1094.Superseded values are not recommended for survey control.
 FF1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1094.See file dsdata.txt to determine how the superseded data were derived.
 FF1094
 FF1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV576097(NAD 83)
 FF1094_MARKER: DB = BENCH MARK DISK
 FF1094_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1094+WITH SETTING: INTO GROUND
 FF1094_SP_SET: METAL ROD WITH BASE PLATE
 FF1094_STAMPING: B 217 1976
 FF1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1094+STABILITY: SURFACE MOTION
 FF1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1094+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 FF1094
 FF1094  HISTORY     - Date     Condition        Report By
 FF1094  HISTORY     - 1976     MONUMENTED       NGS
 FF1094  HISTORY     - 20050209 GOOD             USACE
 FF1094
 FF1094                          STATION DESCRIPTION
 FF1094
 FF1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1094'14.4 MI NORTH FROM WEST MEMPHIS.
 FF1094'14.4 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1094'HIGHWAY 55 AT WEST MEMPHIS, 16 FEET NORTHWEST OF THE CENTER OF
 FF1094'LEVEE, AND 1 FOOT SOUTHEAST OF MILEPOST 136/137.
 FF1094'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1094'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1094
 FF1094                          STATION RECOVERY (2005)
 FF1094
 FF1094'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1043 ***********************************************************************
 FF1043  DESIGNATION -  B 218
 FF1043  PID         -  FF1043
 FF1043  STATE/COUNTY-  AR/CRITTENDEN
 FF1043  USGS QUAD   -  FLETCHER LAKE (1993)
 FF1043
 FF1043                         *CURRENT SURVEY CONTROL
 FF1043  ___________________________________________________________________
 FF1043* NAD 83(1986)-  35 02 44.     (N)    090 14 57.     (W)     SCALED    
 FF1043* NAVD 88     -        71.376  (meters)     234.17   (feet)  ADJUSTED  
 FF1043  ___________________________________________________________________
 FF1043  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 FF1043  DYNAMIC HT  -          71.312 (meters)     233.96  (feet)  COMP
 FF1043  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FF1043
 FF1043  VERT ORDER  -  FIRST     CLASS II
 FF1043
 FF1043.The horizontal coordinates were scaled from a topographic map and have
 FF1043.an estimated accuracy of +/- 6 seconds.
 FF1043
 FF1043.The orthometric height was determined by differential leveling
 FF1043.and adjusted by the National Geodetic Survey in June 1991..
 FF1043
 FF1043.The geoid height was determined by GEOID03.
 FF1043
 FF1043.The dynamic height is computed by dividing the NAVD 88
 FF1043.geopotential number by the normal gravity value computed on the
 FF1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1043.degrees latitude (g = 980.6199 gals.).
 FF1043
 FF1043.The modeled gravity was interpolated from observed gravity values.
 FF1043
 FF1043;                    North         East    Units  Estimated Accuracy
 FF1043;SPC AR N     -    80,440.      559,730.      MT  (+/- 180 meters Scaled)
 FF1043
 FF1043                          SUPERSEDED SURVEY CONTROL
 FF1043
 FF1043  NGVD 29 (??/??/??)   71.372  (m)          234.16   (f) ADJUSTED    1 2
 FF1043
 FF1043.Superseded values are not recommended for survey control.
 FF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1043.See file dsdata.txt to determine how the superseded data were derived.
 FF1043
 FF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU509815(NAD 83)
 FF1043_MARKER: DB = BENCH MARK DISK
 FF1043_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1043+WITH SETTING: INTO GROUND
 FF1043_SP_SET: METAL ROD WITH BASE PLATE
 FF1043_STAMPING: B 218 1976
 FF1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1043+STABILITY: SURFACE MOTION
 FF1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1043+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 FF1043
 FF1043  HISTORY     - Date     Condition        Report By
 FF1043  HISTORY     - 1976     MONUMENTED       NGS
 FF1043  HISTORY     - 20030206 GOOD             USACE
 FF1043
 FF1043                          STATION DESCRIPTION
 FF1043
 FF1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1043'11.4 MI SOUTH FROM WEST MEMPHIS.
 FF1043'11.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1043'HIGHWAY 55 AT WEST MEMPHIS, ALSO ABOUT 1 MILE SOUTHWEST OF WAVERLY,
 FF1043'3 FEET SOUTHEAST OF MILEPOST 162/163, AND 19 FEET WEST OF THE
 FF1043'CENTER LINE OF THE LEVEE.  A DISK ON THE TOP OF A COPPER-COATED STEEL
 FF1043'ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET
 FF1043'NORTHWEST OF A WITNESS POST.
 FF1043
 FF1043                          STATION RECOVERY (2003)
 FF1043
 FF1043'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1075 ***********************************************************************
 FF1075  DESIGNATION -  B 219
 FF1075  PID         -  FF1075
 FF1075  STATE/COUNTY-  AR/CRITTENDEN
 FF1075  USGS QUAD   -  WEST MEMPHIS (1983)
 FF1075
 FF1075                         *CURRENT SURVEY CONTROL
 FF1075  ___________________________________________________________________
 FF1075* NAD 83(1986)-  35 08 33.     (N)    090 07 30.     (W)     SCALED    
 FF1075* NAVD 88     -        73.116  (meters)     239.88   (feet)  ADJUSTED  
 FF1075  ___________________________________________________________________
 FF1075  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1075  DYNAMIC HT  -          73.050 (meters)     239.66  (feet)  COMP
 FF1075  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 FF1075
 FF1075  VERT ORDER  -  FIRST     CLASS II
 FF1075
 FF1075.The horizontal coordinates were scaled from a topographic map and have
 FF1075.an estimated accuracy of +/- 6 seconds.
 FF1075
 FF1075.The orthometric height was determined by differential leveling
 FF1075.and adjusted by the National Geodetic Survey in June 1991..
 FF1075
 FF1075.The geoid height was determined by GEOID03.
 FF1075
 FF1075.The dynamic height is computed by dividing the NAVD 88
 FF1075.geopotential number by the normal gravity value computed on the
 FF1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1075.degrees latitude (g = 980.6199 gals.).
 FF1075
 FF1075.The modeled gravity was interpolated from observed gravity values.
 FF1075
 FF1075;                    North         East    Units  Estimated Accuracy
 FF1075;SPC AR N     -    91,400.      570,850.      MT  (+/- 180 meters Scaled)
 FF1075
 FF1075                          SUPERSEDED SURVEY CONTROL
 FF1075
 FF1075  NGVD 29 (??/??/??)   73.099  (m)          239.83   (f) ADJUSTED    1 2
 FF1075
 FF1075.Superseded values are not recommended for survey control.
 FF1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1075.See file dsdata.txt to determine how the superseded data were derived.
 FF1075
 FF1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU619926(NAD 83)
 FF1075_MARKER: DB = BENCH MARK DISK
 FF1075_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1075_SP_SET: COPPER-CLAD STEEL ROD
 FF1075_STAMPING: B 219 1976
 FF1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1075
 FF1075  HISTORY     - Date     Condition        Report By
 FF1075  HISTORY     - 1976     MONUMENTED       NGS
 FF1075
 FF1075                          STATION DESCRIPTION
 FF1075
 FF1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1075'IN WEST MEMPHIS.
 FF1075'0.25 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1075'HIGHWAY 55 AT WEST MEMPHIS, 0.15 MILES NORTHEAST OF MILEPOST
 FF1075'151/152, 77 FEET NORTHEAST OF A TELEPHONE POLE, 70 FEET NORTHWEST
 FF1075'OF THE NORTHWEST CORNER OF A WOODEN RAILROAD BRIDGE, 34 FEET NORTH
 FF1075'OF THE NORTH RAIL OF THE TRACK, 9 FEET WEST OF CENTER LINE OF
 FF1075'THE LEVEE, AND 1.6 FEET NORTH OF A FENCE CROSSING THE LEVEE.
 FF1075'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO DEPTH OF
 FF1075'104 FEET.  2 FEET BELOW THE LEVEE.  2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0133 ***********************************************************************
 EK0133  DESIGNATION -  B 22
 EK0133  PID         -  EK0133
 EK0133  STATE/COUNTY-  AR/SEVIER
 EK0133  USGS QUAD   -  DE QUEEN (1966)
 EK0133
 EK0133                         *CURRENT SURVEY CONTROL
 EK0133  ___________________________________________________________________
 EK0133* NAD 83(1986)-  34 02 13.     (N)    094 20 26.     (W)     SCALED    
 EK0133* NAVD 88     -       129.978  (meters)     426.44   (feet)  ADJUSTED  
 EK0133  ___________________________________________________________________
 EK0133  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EK0133  DYNAMIC HT  -         129.845 (meters)     426.00  (feet)  COMP
 EK0133  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 EK0133
 EK0133  VERT ORDER  -  FIRST     CLASS II
 EK0133
 EK0133.The horizontal coordinates were scaled from a topographic map and have
 EK0133.an estimated accuracy of +/- 6 seconds.
 EK0133
 EK0133.The orthometric height was determined by differential leveling
 EK0133.and adjusted by the National Geodetic Survey in June 1991..
 EK0133
 EK0133.The geoid height was determined by GEOID03.
 EK0133
 EK0133.The dynamic height is computed by dividing the NAVD 88
 EK0133.geopotential number by the normal gravity value computed on the
 EK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0133.degrees latitude (g = 980.6199 gals.).
 EK0133
 EK0133.The modeled gravity was interpolated from observed gravity values.
 EK0133
 EK0133;                    North         East    Units  Estimated Accuracy
 EK0133;SPC AR S     -   554,450.      183,900.      MT  (+/- 180 meters Scaled)
 EK0133
 EK0133                          SUPERSEDED SURVEY CONTROL
 EK0133
 EK0133  NGVD 29 (??/??/92)  130.027  (m)          426.60   (f) ADJ UNCH    1 2
 EK0133
 EK0133.Superseded values are not recommended for survey control.
 EK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0133.See file dsdata.txt to determine how the superseded data were derived.
 EK0133
 EK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT762670(NAD 83)
 EK0133_MARKER: DB = BENCH MARK DISK
 EK0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0133_SP_SET: CONCRETE BASE
 EK0133_STAMPING: B-22 1932
 EK0133_MARK LOGO: NGS   
 EK0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0133
 EK0133  HISTORY     - Date     Condition        Report By
 EK0133  HISTORY     - 1932     MONUMENTED       CGS
 EK0133  HISTORY     - 1934     GOOD             NGS
 EK0133  HISTORY     - 1962     GOOD             NGS
 EK0133  HISTORY     - 1985     GOOD             NGS
 EK0133  HISTORY     - 1987     GOOD             USPSQD
 EK0133  HISTORY     - 1988     GOOD             USPSQD
 EK0133  HISTORY     - 1989     GOOD             USPSQD
 EK0133  HISTORY     - 1990     GOOD             USPSQD
 EK0133  HISTORY     - 19920823 GOOD             USPSQD
 EK0133
 EK0133                          STATION DESCRIPTION
 EK0133
 EK0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0133'IN DE QUEEN.
 EK0133'IN DE QUEEN, BRONZE TABLET IN CONCRETE BASE OF SOUTH LAMP POST
 EK0133'AT MAIN ENTRANCE TO SEVIER COUNTY COURTHOUSE, 143 FEET WEST OF
 EK0133'CENTERLINE OF THIRD STREET, 13.4 FEET NORTH OF SOUTHEAST CORNER
 EK0133'OF FRONT PROJECTION OF BLDG, 6.2 FEET SOUTH OF CENTERLINE OF
 EK0133'MAIN ENTRANCE, 1.7 FT. ABOVE SIDEWALK.
 EK0133
 EK0133                          STATION RECOVERY (1962)
 EK0133
 EK0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0133'RECOVERED IN GOOD CONDITION.
 EK0133
 EK0133                          STATION RECOVERY (1985)
 EK0133
 EK0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0133'RECOVERED IN GOOD CONDITION.
 EK0133
 EK0133                          STATION RECOVERY (1987)
 EK0133
 EK0133'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0133'RECOVERED IN GOOD CONDITION.
 EK0133
 EK0133                          STATION RECOVERY (1988)
 EK0133
 EK0133'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0133'RECOVERED IN GOOD CONDITION.
 EK0133
 EK0133                          STATION RECOVERY (1989)
 EK0133
 EK0133'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0133'RECOVERED IN GOOD CONDITION.
 EK0133
 EK0133                          STATION RECOVERY (1990)
 EK0133
 EK0133'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EK0133'RECOVERED IN GOOD CONDITION.
 EK0133
 EK0133                          STATION RECOVERY (1992)
 EK0133
 EK0133'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 EK0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1585 ***********************************************************************
 FF1585  DESIGNATION -  B 22
 FF1585  PID         -  FF1585
 FF1585  STATE/COUNTY-  AR/INDEPENDENCE
 FF1585  USGS QUAD   -  BETHESDA (1989)
 FF1585
 FF1585                         *CURRENT SURVEY CONTROL
 FF1585  ___________________________________________________________________
 FF1585* NAD 83(1986)-  35 49 46.     (N)    091 51 16.     (W)     SCALED    
 FF1585* NAVD 88     -        91.262  (meters)     299.42   (feet)  ADJUSTED  
 FF1585  ___________________________________________________________________
 FF1585  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF1585  DYNAMIC HT  -          91.183 (meters)     299.16  (feet)  COMP
 FF1585  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FF1585
 FF1585  VERT ORDER  -  SECOND    CLASS 0
 FF1585
 FF1585.The horizontal coordinates were scaled from a topographic map and have
 FF1585.an estimated accuracy of +/- 6 seconds.
 FF1585
 FF1585.The orthometric height was determined by differential leveling
 FF1585.and adjusted by the National Geodetic Survey in June 1991..
 FF1585
 FF1585.The geoid height was determined by GEOID03.
 FF1585
 FF1585.The dynamic height is computed by dividing the NAVD 88
 FF1585.geopotential number by the normal gravity value computed on the
 FF1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1585.degrees latitude (g = 980.6199 gals.).
 FF1585
 FF1585.The modeled gravity was interpolated from observed gravity values.
 FF1585
 FF1585;                    North         East    Units  Estimated Accuracy
 FF1585;SPC AR N     -   165,990.      413,150.      MT  (+/- 180 meters Scaled)
 FF1585
 FF1585                          SUPERSEDED SURVEY CONTROL
 FF1585
 FF1585  NGVD 29 (??/??/??)   91.176  (m)          299.13   (f) ADJUSTED    2 0
 FF1585
 FF1585.Superseded values are not recommended for survey control.
 FF1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1585.See file dsdata.txt to determine how the superseded data were derived.
 FF1585
 FF1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV034656(NAD 83)
 FF1585_MARKER: DD = SURVEY DISK
 FF1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1585_STAMPING: B 22 1934
 FF1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1585+STABILITY: SURFACE MOTION
 FF1585
 FF1585  HISTORY     - Date     Condition        Report By
 FF1585  HISTORY     - 1934     MONUMENTED       ARGS
 FF1585  HISTORY     - 1934     GOOD             CGS
 FF1585  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1585
 FF1585                          STATION DESCRIPTION
 FF1585
 FF1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1585'3.8 MI N FROM O NEAL.
 FF1585'3.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1585'STATION AT O NEAL, INDEPENDENCE COUNTY, ABOUT 0.95 MILE SOUTH OF
 FF1585'THE SOUTHWEST END OF TIMBER BRIDGE 20 OVER WEBBERS BRANCH, 20
 FF1585'FEET WEST AND 31 FEET SOUTH OF THE TWENTY-SECOND POLE NORTH OF
 FF1585'MILEPOST 302, AT THE CROSSING OF THE DIRT ROAD LEADING TO THE OLD
 FF1585'GLENN GIN, 11 FEET NORTHEAST OF THE ROAD, AND 8.6 FEET EAST
 FF1585'OF THE CENTER LINE OF THE TRACK.  A STATE SURVEY STANDARD DISK,
 FF1585'STAMPED B 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1585
 FF1585                          STATION RECOVERY (1986)
 FF1585
 FF1585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0700 ***********************************************************************
 EH0700  DESIGNATION -  B 220
 EH0700  PID         -  EH0700
 EH0700  STATE/COUNTY-  AR/PHILLIPS
 EH0700  USGS QUAD   -  MOON LAKE (1964)
 EH0700
 EH0700                         *CURRENT SURVEY CONTROL
 EH0700  ___________________________________________________________________
 EH0700* NAD 83(1986)-  34 29 55.     (N)    090 35 48.     (W)     SCALED    
 EH0700* NAVD 88     -        63.041  (meters)     206.83   (feet)  ADJUSTED  
 EH0700  ___________________________________________________________________
 EH0700  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0700  DYNAMIC HT  -          62.980 (meters)     206.63  (feet)  COMP
 EH0700  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 EH0700
 EH0700  VERT ORDER  -  FIRST     CLASS II
 EH0700
 EH0700.The horizontal coordinates were scaled from a topographic map and have
 EH0700.an estimated accuracy of +/- 6 seconds.
 EH0700
 EH0700.The orthometric height was determined by differential leveling
 EH0700.and adjusted by the National Geodetic Survey in June 1991..
 EH0700
 EH0700.The geoid height was determined by GEOID03.
 EH0700
 EH0700.The dynamic height is computed by dividing the NAVD 88
 EH0700.geopotential number by the normal gravity value computed on the
 EH0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0700.degrees latitude (g = 980.6199 gals.).
 EH0700
 EH0700.The modeled gravity was interpolated from observed gravity values.
 EH0700
 EH0700;                    North         East    Units  Estimated Accuracy
 EH0700;SPC AR S     -   604,070.      528,870.      MT  (+/- 180 meters Scaled)
 EH0700
 EH0700                          SUPERSEDED SURVEY CONTROL
 EH0700
 EH0700  NGVD 29 (??/??/??)   63.074  (m)          206.94   (f) ADJUSTED    1 2
 EH0700
 EH0700.Superseded values are not recommended for survey control.
 EH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0700.See file dsdata.txt to determine how the superseded data were derived.
 EH0700
 EH0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU206200(NAD 83)
 EH0700_MARKER: DB = BENCH MARK DISK
 EH0700_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0700+WITH SETTING: INTO GROUND
 EH0700_STAMPING: B 220 1976
 EH0700_MARK LOGO: NGS   
 EH0700_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0700+STABILITY: SURFACE MOTION
 EH0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0700+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 EH0700
 EH0700  HISTORY     - Date     Condition        Report By
 EH0700  HISTORY     - 1976     MONUMENTED       NGS
 EH0700  HISTORY     - 1985     GOOD             NGS
 EH0700  HISTORY     - 20000901 GOOD             USE
 EH0700
 EH0700                          STATION DESCRIPTION
 EH0700
 EH0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0700'2.3 MI S FROM HELENA.
 EH0700'2.3 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0700'HELENA, 250 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 49, 94 FEET
 EH0700'SOUTH OF THE CENTER OF A DOUBLE METAL GATE ON LEVEE, 11 FEET WEST OF
 EH0700'THE CENTER LINE OF THE LEVEE, AND 2 FEET EAST OF MILEPOST 3/4.  A DISK
 EH0700'ON TOP OF A COPPER-COATED STEEL ROAD TO A DEPTH OF 4 FEET ENCASED IN A
 EH0700'PIPE PROJECTING +0 INCHES.  1 FOOT NORTH OF A WITNESS POST.
 EH0700
 EH0700                          STATION RECOVERY (1985)
 EH0700
 EH0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0700'RECOVERED IN GOOD CONDITION.  NOTE, BENCH MARK IS SET BETWEEN TWO
 EH0700'FIBERGLASS WITNESS POSTS.
 EH0700
 EH0700                          STATION RECOVERY (2000)
 EH0700
 EH0700'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0732 ***********************************************************************
 EH0732  DESIGNATION -  B 221
 EH0732  PID         -  EH0732
 EH0732  STATE/COUNTY-  AR/PHILLIPS
 EH0732  USGS QUAD   -  ELAINE (1982)
 EH0732
 EH0732                         *CURRENT SURVEY CONTROL
 EH0732  ___________________________________________________________________
 EH0732* NAD 83(1986)-  34 15 47.     (N)    090 50 28.     (W)     SCALED    
 EH0732* NAVD 88     -        59.094  (meters)     193.88   (feet)  ADJUSTED  
 EH0732  ___________________________________________________________________
 EH0732  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH0732  DYNAMIC HT  -          59.036 (meters)     193.69  (feet)  COMP
 EH0732  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 EH0732
 EH0732  VERT ORDER  -  FIRST     CLASS II
 EH0732
 EH0732.The horizontal coordinates were scaled from a topographic map and have
 EH0732.an estimated accuracy of +/- 6 seconds.
 EH0732
 EH0732.The orthometric height was determined by differential leveling
 EH0732.and adjusted by the National Geodetic Survey in June 1991..
 EH0732
 EH0732.The geoid height was determined by GEOID03.
 EH0732
 EH0732.The dynamic height is computed by dividing the NAVD 88
 EH0732.geopotential number by the normal gravity value computed on the
 EH0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0732.degrees latitude (g = 980.6199 gals.).
 EH0732
 EH0732.The modeled gravity was interpolated from observed gravity values.
 EH0732
 EH0732;                    North         East    Units  Estimated Accuracy
 EH0732;SPC AR S     -   577,660.      506,720.      MT  (+/- 180 meters Scaled)
 EH0732
 EH0732                          SUPERSEDED SURVEY CONTROL
 EH0732
 EH0732  NGVD 29 (??/??/??)   59.165  (m)          194.11   (f) ADJUSTED    1 2
 EH0732
 EH0732.Superseded values are not recommended for survey control.
 EH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0732.See file dsdata.txt to determine how the superseded data were derived.
 EH0732
 EH0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT987934(NAD 83)
 EH0732_MARKER: DB = BENCH MARK DISK
 EH0732_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0732+WITH SETTING: INTO GROUND
 EH0732_STAMPING: B 221 1976
 EH0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0732+STABILITY: SURFACE MOTION
 EH0732
 EH0732  HISTORY     - Date     Condition        Report By
 EH0732  HISTORY     - 1976     MONUMENTED       NGS
 EH0732  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH0732
 EH0732                          STATION DESCRIPTION
 EH0732
 EH0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0732'8.4 MI N FROM MELLWOOD.
 EH0732'8.4 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0732'MELLWOOD, ALSO ABOUT 2 MILES SOUTHEAST OF COUNTISS, 0.5 MILE NORTH OF
 EH0732'A CATTLE GUARD AND FENCE CROSSING THE LEVEE, 2 MILES SOUTH OF MILEPOST
 EH0732'29/30, AND 13 FEET WEST OF THE CENTER LINE OF THE LEVEE.  A DISK ON
 EH0732'TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A
 EH0732'PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT SOUTH OF A
 EH0732'WITNESS POST.
 EH0732
 EH0732                          STATION RECOVERY (1985)
 EH0732
 EH0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0732'NOT RECOVERED, INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0976 ***********************************************************************
 EH0976  DESIGNATION -  B 222
 EH0976  PID         -  EH0976
 EH0976  STATE/COUNTY-  AR/LEE
 EH0976  USGS QUAD   -  BRICKEYS (1984)
 EH0976
 EH0976                         *CURRENT SURVEY CONTROL
 EH0976  ___________________________________________________________________
 EH0976* NAD 83(1986)-  34 45 23.     (N)    090 33 03.     (W)     SCALED    
 EH0976* NAVD 88     -        65.016  (meters)     213.31   (feet)  ADJUSTED  
 EH0976  ___________________________________________________________________
 EH0976  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0976  DYNAMIC HT  -          64.956 (meters)     213.11  (feet)  COMP
 EH0976  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 EH0976
 EH0976  VERT ORDER  -  FIRST     CLASS II
 EH0976
 EH0976.The horizontal coordinates were scaled from a topographic map and have
 EH0976.an estimated accuracy of +/- 6 seconds.
 EH0976
 EH0976.The orthometric height was determined by differential leveling
 EH0976.and adjusted by the National Geodetic Survey in June 1991..
 EH0976
 EH0976.The geoid height was determined by GEOID03.
 EH0976
 EH0976.The dynamic height is computed by dividing the NAVD 88
 EH0976.geopotential number by the normal gravity value computed on the
 EH0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0976.degrees latitude (g = 980.6199 gals.).
 EH0976
 EH0976.The modeled gravity was interpolated from observed gravity values.
 EH0976
 EH0976;                    North         East    Units  Estimated Accuracy
 EH0976;SPC AR S     -   632,720.      532,680.      MT  (+/- 180 meters Scaled)
 EH0976
 EH0976                          SUPERSEDED SURVEY CONTROL
 EH0976
 EH0976  NGVD 29 (??/??/??)   65.043  (m)          213.40   (f) ADJUSTED    1 2
 EH0976
 EH0976.Superseded values are not recommended for survey control.
 EH0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0976.See file dsdata.txt to determine how the superseded data were derived.
 EH0976
 EH0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU241487(NAD 83)
 EH0976_MARKER: DB = BENCH MARK DISK
 EH0976_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0976+WITH SETTING: INTO GROUND
 EH0976_STAMPING: B 222 1976
 EH0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0976+STABILITY: SURFACE MOTION
 EH0976
 EH0976  HISTORY     - Date     Condition        Report By
 EH0976  HISTORY     - 1976     MONUMENTED       NGS
 EH0976
 EH0976                          STATION DESCRIPTION
 EH0976
 EH0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0976'0.75 MI S FROM WHITEHALL.
 EH0976'0.75 MILE SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0976'WHITEHALL, 69 FEET NORTHEAST OF THE CENTER OF A CATTLE GUARD, 63 FEET
 EH0976'EAST OF A FENCE CROSSING THE LEVEE, 17 FEET NORTHWEST OF THE CENTER
 EH0976'LINE OF THE LEVEE, AND 2 FEET EAST OF MILEPOST 206/207.  A DISK ON TOP
 EH0976'OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0976'PROJECTING +0 INCEHS.  2 FEET BELOW LEVEE 1 FOOT SOUTHWEST OF A
 EH0976'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0760 ***********************************************************************
 EH0760  DESIGNATION -  B 223
 EH0760  PID         -  EH0760
 EH0760  STATE/COUNTY-  AR/DESHA
 EH0760  USGS QUAD   -  LACONIA (1982)
 EH0760
 EH0760                         *CURRENT SURVEY CONTROL
 EH0760  ___________________________________________________________________
 EH0760* NAD 83(1986)-  34 06 20.     (N)    090 57 06.     (W)     SCALED    
 EH0760* NAVD 88     -        56.800  (meters)     186.35   (feet)  ADJUSTED  
 EH0760  ___________________________________________________________________
 EH0760  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0760  DYNAMIC HT  -          56.744 (meters)     186.17  (feet)  COMP
 EH0760  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 EH0760
 EH0760  VERT ORDER  -  FIRST     CLASS II
 EH0760
 EH0760.The horizontal coordinates were scaled from a topographic map and have
 EH0760.an estimated accuracy of +/- 6 seconds.
 EH0760
 EH0760.The orthometric height was determined by differential leveling
 EH0760.and adjusted by the National Geodetic Survey in June 1991..
 EH0760
 EH0760.The geoid height was determined by GEOID03.
 EH0760
 EH0760.The dynamic height is computed by dividing the NAVD 88
 EH0760.geopotential number by the normal gravity value computed on the
 EH0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0760.degrees latitude (g = 980.6199 gals.).
 EH0760
 EH0760.The modeled gravity was interpolated from observed gravity values.
 EH0760
 EH0760;                    North         East    Units  Estimated Accuracy
 EH0760;SPC AR S     -   560,090.      496,720.      MT  (+/- 180 meters Scaled)
 EH0760
 EH0760                          SUPERSEDED SURVEY CONTROL
 EH0760
 EH0760  NGVD 29 (??/??/??)   56.855  (m)          186.53   (f) ADJUSTED    1 2
 EH0760
 EH0760.Superseded values are not recommended for survey control.
 EH0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0760.See file dsdata.txt to determine how the superseded data were derived.
 EH0760
 EH0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT889757(NAD 83)
 EH0760_MARKER: DB = BENCH MARK DISK
 EH0760_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0760+WITH SETTING: INTO GROUND
 EH0760_STAMPING: B 223 1976
 EH0760_MARK LOGO: NGS   
 EH0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0760+STABILITY: SURFACE MOTION
 EH0760
 EH0760  HISTORY     - Date     Condition        Report By
 EH0760  HISTORY     - 1976     MONUMENTED       NGS
 EH0760  HISTORY     - 1985     GOOD             NGS
 EH0760
 EH0760                          STATION DESCRIPTION
 EH0760
 EH0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0760'10.75 MI S FROM MELLWOOD.
 EH0760'10.75 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD
 EH0760'AT MELLWOOD, ABOUT 400 FEET NORTHEAST OF A FENCE AT THE TOE OF THE
 EH0760'LEVEE, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE, AND 0.3 MILE
 EH0760'NORTHWEST OF CATTLE PENS AT THE TOE OF THE LEVEE.  A DISK ON TOP OF A
 EH0760'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0760'PROJECTING +0 INCHES.  1 FOOT BELOW LEVEE 1 FOOT NORTHWEST OF A
 EH0760'WITNESS POST.
 EH0760
 EH0760                          STATION RECOVERY (1985)
 EH0760
 EH0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1049 ***********************************************************************
 EH1049  DESIGNATION -  B 224
 EH1049  PID         -  EH1049
 EH1049  STATE/COUNTY-  AR/PHILLIPS
 EH1049  USGS QUAD   -  MARVELL (1971)
 EH1049
 EH1049                         *CURRENT SURVEY CONTROL
 EH1049  ___________________________________________________________________
 EH1049* NAD 83(1986)-  34 32 47.     (N)    090 56 07.     (W)     SCALED    
 EH1049* NAVD 88     -        56.267  (meters)     184.60   (feet)  ADJUSTED  
 EH1049  ___________________________________________________________________
 EH1049  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH1049  DYNAMIC HT  -          56.213 (meters)     184.43  (feet)  COMP
 EH1049  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 EH1049
 EH1049  VERT ORDER  -  FIRST     CLASS II
 EH1049
 EH1049.The horizontal coordinates were scaled from a topographic map and have
 EH1049.an estimated accuracy of +/- 6 seconds.
 EH1049
 EH1049.The orthometric height was determined by differential leveling
 EH1049.and adjusted by the National Geodetic Survey in August 1993..
 EH1049
 EH1049.The geoid height was determined by GEOID03.
 EH1049
 EH1049.The dynamic height is computed by dividing the NAVD 88
 EH1049.geopotential number by the normal gravity value computed on the
 EH1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1049.degrees latitude (g = 980.6199 gals.).
 EH1049
 EH1049.The modeled gravity was interpolated from observed gravity values.
 EH1049
 EH1049;                    North         East    Units  Estimated Accuracy
 EH1049;SPC AR S     -   609,000.      497,720.      MT  (+/- 180 meters Scaled)
 EH1049
 EH1049                          SUPERSEDED SURVEY CONTROL
 EH1049
 EH1049  NAVD 88 (06/15/91)   56.265  (m)          184.60   (f) UNKNOWN     1 2
 EH1049  NGVD 29 (??/??/??)   56.301  (m)          184.71   (f) ADJUSTED    1 2
 EH1049
 EH1049.Superseded values are not recommended for survey control.
 EH1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1049.See file dsdata.txt to determine how the superseded data were derived.
 EH1049
 EH1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU894246(NAD 83)
 EH1049_MARKER: DB = BENCH MARK DISK
 EH1049_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1049+WITH SETTING: INTO GROUND
 EH1049_STAMPING: B 224 1976
 EH1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1049+STABILITY: SURFACE MOTION
 EH1049
 EH1049  HISTORY     - Date     Condition        Report By
 EH1049  HISTORY     - 1976     MONUMENTED       NGS
 EH1049  HISTORY     - 20030306 MARK NOT FOUND   USACE
 EH1049
 EH1049                          STATION DESCRIPTION
 EH1049
 EH1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1049'0.95 MI SW FROM MARVELL.
 EH1049'0.95 MILE SOTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH1049'MISSOURI PACIFIC RAILROAD AT MARVELL, 0.05 MILE SOUTHWEST OF HIGHWAY
 EH1049'MILEPOST 7, 64.4 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 EH1049'5.7 FEET NORTH OF A POWER LINE POLE.  A DISK ON TOP OF A COPPER-COATED
 EH1049'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.
 EH1049'3 FEET BELOW HIGHWAY 6 FEET SOUTHWEST OF A WITNESS POST.
 EH1049
 EH1049                          STATION RECOVERY (2003)
 EH1049
 EH1049'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1447 ***********************************************************************
 EH1447  DESIGNATION -  B 225
 EH1447  PID         -  EH1447
 EH1447  STATE/COUNTY-  AR/DESHA
 EH1447  USGS QUAD   -  SNOW LAKE (1967)
 EH1447
 EH1447                         *CURRENT SURVEY CONTROL
 EH1447  ___________________________________________________________________
 EH1447* NAD 83(1986)-  34 01 07.     (N)    091 05 54.     (W)     SCALED    
 EH1447* NAVD 88     -        50.577  (meters)     165.93   (feet)  ADJUSTED  
 EH1447  ___________________________________________________________________
 EH1447  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH1447  DYNAMIC HT  -          50.527 (meters)     165.77  (feet)  COMP
 EH1447  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 EH1447
 EH1447  VERT ORDER  -  FIRST     CLASS II
 EH1447
 EH1447.The horizontal coordinates were scaled from a topographic map and have
 EH1447.an estimated accuracy of +/- 6 seconds.
 EH1447
 EH1447.The orthometric height was determined by differential leveling
 EH1447.and adjusted by the National Geodetic Survey in June 1991..
 EH1447
 EH1447.The geoid height was determined by GEOID03.
 EH1447
 EH1447.The dynamic height is computed by dividing the NAVD 88
 EH1447.geopotential number by the normal gravity value computed on the
 EH1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1447.degrees latitude (g = 980.6199 gals.).
 EH1447
 EH1447.The modeled gravity was interpolated from observed gravity values.
 EH1447
 EH1447;                    North         East    Units  Estimated Accuracy
 EH1447;SPC AR S     -   550,310.      483,270.      MT  (+/- 180 meters Scaled)
 EH1447
 EH1447                          SUPERSEDED SURVEY CONTROL
 EH1447
 EH1447  NGVD 29 (??/??/??)   50.631  (m)          166.11   (f) ADJUSTED    1 2
 EH1447
 EH1447.Superseded values are not recommended for survey control.
 EH1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1447.See file dsdata.txt to determine how the superseded data were derived.
 EH1447
 EH1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT755658(NAD 83)
 EH1447_MARKER: DB = BENCH MARK DISK
 EH1447_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1447+WITH SETTING: INTO GROUND
 EH1447_STAMPING: B 225 1976
 EH1447_MARK LOGO: NGS   
 EH1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1447+STABILITY: SURFACE MOTION
 EH1447
 EH1447  HISTORY     - Date     Condition        Report By
 EH1447  HISTORY     - 1976     MONUMENTED       NGS
 EH1447  HISTORY     - 1985     GOOD             NGS
 EH1447
 EH1447                          STATION DESCRIPTION
 EH1447
 EH1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1447'5.2 MI SW FROM SNOW LAKE.
 EH1447'5.2 MILES SOUTHWEST ALONG THE MISSOURIA PACIFIC RAILROAD FROM THE
 EH1447'CROSSING AT SNOW LAKE, 429 FEET SOUTHWEST OF MILEPOST NO 374, AND 14.3
 EH1447'FEET SOUTH OF THE SOUTH RAIL OF RAILROAD.  A DISK ON TOP OF A
 EH1447'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1447'PROJECTING +3 INCHES.  4 FEET BELOW RAIL 1 FOOT NORTH OF A WITNESS
 EH1447'POST.
 EH1447
 EH1447                          STATION RECOVERY (1985)
 EH1447
 EH1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1447'RECOVERED IN GOOD CONDITION.  NOTE, IS ACCESSIBLE FOR LEVELS BY
 EH1447'RAILROAD ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1337 ***********************************************************************
 EH1337  DESIGNATION -  B 226
 EH1337  PID         -  EH1337
 EH1337  STATE/COUNTY-  AR/ARKANSAS
 EH1337  USGS QUAD   -  DE WITT (1968)
 EH1337
 EH1337                         *CURRENT SURVEY CONTROL
 EH1337  ___________________________________________________________________
 EH1337* NAD 83(1986)-  34 15 10.     (N)    091 20 52.     (W)     SCALED    
 EH1337* NAVD 88     -        58.733  (meters)     192.69   (feet)  ADJUSTED  
 EH1337  ___________________________________________________________________
 EH1337  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EH1337  DYNAMIC HT  -          58.676 (meters)     192.51  (feet)  COMP
 EH1337  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 EH1337
 EH1337  VERT ORDER  -  FIRST     CLASS II
 EH1337
 EH1337.The horizontal coordinates were scaled from a topographic map and have
 EH1337.an estimated accuracy of +/- 6 seconds.
 EH1337
 EH1337.The orthometric height was determined by differential leveling
 EH1337.and adjusted by the National Geodetic Survey in August 1993..
 EH1337
 EH1337.The geoid height was determined by GEOID03.
 EH1337
 EH1337.The dynamic height is computed by dividing the NAVD 88
 EH1337.geopotential number by the normal gravity value computed on the
 EH1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1337.degrees latitude (g = 980.6199 gals.).
 EH1337
 EH1337.The modeled gravity was interpolated from observed gravity values.
 EH1337
 EH1337;                    North         East    Units  Estimated Accuracy
 EH1337;SPC AR S     -   576,110.      460,070.      MT  (+/- 180 meters Scaled)
 EH1337
 EH1337                          SUPERSEDED SURVEY CONTROL
 EH1337
 EH1337  NAVD 88 (06/15/91)   58.695  (m)          192.57   (f) UNKNOWN     1 2
 EH1337  NGVD 29 (??/??/??)   58.763  (m)          192.79   (f) ADJUSTED    1 2
 EH1337
 EH1337.Superseded values are not recommended for survey control.
 EH1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1337.See file dsdata.txt to determine how the superseded data were derived.
 EH1337
 EH1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT521914(NAD 83)
 EH1337_MARKER: DB = BENCH MARK DISK
 EH1337_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1337+WITH SETTING: INTO GROUND
 EH1337_STAMPING: B 226 1976
 EH1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1337+STABILITY: SURFACE MOTION
 EH1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1337+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1337
 EH1337  HISTORY     - Date     Condition        Report By
 EH1337  HISTORY     - 1976     MONUMENTED       NGS
 EH1337  HISTORY     - 20030414 GOOD             USACE
 EH1337
 EH1337                          STATION DESCRIPTION
 EH1337
 EH1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1337'2.9 MI S FROM DEWITT.
 EH1337'2.9 MILES SOUTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE
 EH1337'RAILROAD STATION IN DEWITT, 20 FEET SOUTH OF THE CENTER OF A BLACKTOP
 EH1337'ROAD, 13.7 FEET NORTHEAST OF A UNDERGROUND CABLE JUNCTION BOX, AND 15
 EH1337'FEET WEST OF THE WEST RAIL.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH1337'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +4 INCHES. ABOUT
 EH1337'LEVEL WITH RAIL 2 FEET NORTH OF A WITNESS POST.
 EH1337
 EH1337                          STATION RECOVERY (2003)
 EH1337
 EH1337'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0808 ***********************************************************************
 DL0808  DESIGNATION -  B 23
 DL0808  PID         -  DL0808
 DL0808  STATE/COUNTY-  AR/MILLER
 DL0808  USGS QUAD   -  BOYD HILL (1975)
 DL0808
 DL0808                         *CURRENT SURVEY CONTROL
 DL0808  ___________________________________________________________________
 DL0808* NAD 83(1986)-  33 22 30.     (N)    093 44 01.     (W)     SCALED    
 DL0808* NAVD 88     -        70.219  (meters)     230.38   (feet)  ADJUSTED  
 DL0808  ___________________________________________________________________
 DL0808  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DL0808  DYNAMIC HT  -          70.144 (meters)     230.13  (feet)  COMP
 DL0808  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DL0808
 DL0808  VERT ORDER  -  FIRST     CLASS II
 DL0808
 DL0808.The horizontal coordinates were scaled from a topographic map and have
 DL0808.an estimated accuracy of +/- 6 seconds.
 DL0808
 DL0808.The orthometric height was determined by differential leveling
 DL0808.and adjusted by the National Geodetic Survey in June 1991..
 DL0808
 DL0808.The geoid height was determined by GEOID03.
 DL0808
 DL0808.The dynamic height is computed by dividing the NAVD 88
 DL0808.geopotential number by the normal gravity value computed on the
 DL0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0808.degrees latitude (g = 980.6199 gals.).
 DL0808
 DL0808.The modeled gravity was interpolated from observed gravity values.
 DL0808
 DL0808;                    North         East    Units  Estimated Accuracy
 DL0808;SPC AR S     -   479,930.      238,690.      MT  (+/- 180 meters Scaled)
 DL0808
 DL0808                          SUPERSEDED SURVEY CONTROL
 DL0808
 DL0808  NGVD 29 (??/??/92)   70.268  (m)          230.54   (f) ADJ UNCH    1 2
 DL0808
 DL0808.Superseded values are not recommended for survey control.
 DL0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0808.See file dsdata.txt to determine how the superseded data were derived.
 DL0808
 DL0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS317931(NAD 83)
 DL0808_MARKER: DB = BENCH MARK DISK
 DL0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0808_SP_SET: CONCRETE POST
 DL0808_STAMPING: B 23 1932 230.538
 DL0808_MARK LOGO: CGS   
 DL0808_PROJECTION: FLUSH
 DL0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0808+STABILITY: SURFACE MOTION
 DL0808
 DL0808  HISTORY     - Date     Condition        Report By
 DL0808  HISTORY     - 1932     MONUMENTED       CGS
 DL0808  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0808  HISTORY     - 1985     GOOD             NGS
 DL0808
 DL0808                          STATION DESCRIPTION
 DL0808
 DL0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0808'1.7 MI W FROM GARLAND CITY.
 DL0808'1.7 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM GRALAND
 DL0808'CITY, MILLER COUNTY, ABOUT 1/4 MILE EAST OF THE SIDING AT MAYTON,
 DL0808'ABOUT 12 POLES WEST OF MILEPOST 399, AT THE DIVERGENCE OF STATE
 DL0808'HIGHWAY 2 FROM THE TRACK, 48 FEET NORTH OF THE NORTH RAIL, AND 36 FEET
 DL0808'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DL0808'230.538 B 23 1932 AND SET IN THE TOP OF A CONCRETE POST.
 DL0808
 DL0808                          STATION RECOVERY (1985)
 DL0808
 DL0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL0808'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 DL0808'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH STATE
 DL0808'HIGHWAY 134 IN GARLAND CITY, THENCE 0.3 KM (0.2 MI) WEST ALONG A
 DL0808'PAVED ROAD, 14.7 M (48.2 FT) NORTH OF THE NEAR RAIL OF THE SOUTHERN
 DL0808'PACIFIC RAILROAD, 11.0 M (36.1 FT) SOUTH OF THE CENTER OF THE ROAD,
 DL0808'AND 5.5 M (18.0 FT) WEST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING
 DL0808'NORTH.
 DL0808'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 DL0808'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1582 ***********************************************************************
 FF1582  DESIGNATION -  B 23
 FF1582  PID         -  FF1582
 FF1582  STATE/COUNTY-  AR/IZARD
 FF1582  USGS QUAD   -  BETHESDA (1989)
 FF1582
 FF1582                         *CURRENT SURVEY CONTROL
 FF1582  ___________________________________________________________________
 FF1582* NAD 83(1986)-  35 52 07.     (N)    091 50 53.     (W)     SCALED    
 FF1582* NAVD 88     -        93.093  (meters)     305.42   (feet)  ADJUSTED  
 FF1582  ___________________________________________________________________
 FF1582  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FF1582  DYNAMIC HT  -          93.014 (meters)     305.16  (feet)  COMP
 FF1582  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 FF1582
 FF1582  VERT ORDER  -  SECOND    CLASS 0
 FF1582
 FF1582.The horizontal coordinates were scaled from a topographic map and have
 FF1582.an estimated accuracy of +/- 6 seconds.
 FF1582
 FF1582.The orthometric height was determined by differential leveling
 FF1582.and adjusted by the National Geodetic Survey in June 1991..
 FF1582
 FF1582.The geoid height was determined by GEOID03.
 FF1582
 FF1582.The dynamic height is computed by dividing the NAVD 88
 FF1582.geopotential number by the normal gravity value computed on the
 FF1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1582.degrees latitude (g = 980.6199 gals.).
 FF1582
 FF1582.The modeled gravity was interpolated from observed gravity values.
 FF1582
 FF1582;                    North         East    Units  Estimated Accuracy
 FF1582;SPC AR N     -   170,340.      413,720.      MT  (+/- 180 meters Scaled)
 FF1582
 FF1582                          SUPERSEDED SURVEY CONTROL
 FF1582
 FF1582  NGVD 29 (??/??/??)   93.006  (m)          305.14   (f) ADJUSTED    2 0
 FF1582
 FF1582.Superseded values are not recommended for survey control.
 FF1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1582.See file dsdata.txt to determine how the superseded data were derived.
 FF1582
 FF1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV039699(NAD 83)
 FF1582_MARKER: DD = SURVEY DISK
 FF1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1582_STAMPING: B 23 1934
 FF1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1582+STABILITY: SURFACE MOTION
 FF1582
 FF1582  HISTORY     - Date     Condition        Report By
 FF1582  HISTORY     - 1934     MONUMENTED       ARGS
 FF1582  HISTORY     - 1934     GOOD             CGS
 FF1582  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1582
 FF1582                          STATION DESCRIPTION
 FF1582
 FF1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1582'6.8 MI SE FROM GUION.
 FF1582'IN INDEPENDENCE COUNTY, ABOUT 6.8 MILES SOUTHEAST ALONG THE
 FF1582'MISSOURI PACIFIC RAILROAD FROM THE SILICA PRODUCTS CO. PLANT AT
 FF1582'GUION, IZARD COUNTY, 8 FEET SOUTHEAST OF THE IZARD-INDEPENDENCE
 FF1582'COUNTY LINE, IN THE NE. 1/4 OF THE NE. 1/4 OF SEC. 16, T. 14 N.,
 FF1582'R. 8 W., ABOUT 400 FEET SOUTHEAST OF PENTERS BLUFF, 6.6 FEET
 FF1582'WEST OF THE FIFTEENTH POLE NORTHWEST OF MILEPOST 305, ABOUT 190
 FF1582'FEET SOUTHEAST OF THE END OF BRIDGE 28, AND 10 FEET NORTHEAST
 FF1582'OF THE CENTER LINE OF THE TRACK.  A STATE SURVEY STANDARD DISK,
 FF1582'STAMPED B 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1582
 FF1582                          STATION RECOVERY (1986)
 FF1582
 FF1582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1579 ***********************************************************************
 FF1579  DESIGNATION -  B 24
 FF1579  PID         -  FF1579
 FF1579  STATE/COUNTY-  AR/IZARD
 FF1579  USGS QUAD   -  GUION (1964)
 FF1579
 FF1579                         *CURRENT SURVEY CONTROL
 FF1579  ___________________________________________________________________
 FF1579* NAD 83(1986)-  35 53 03.     (N)    091 53 08.     (W)     SCALED    
 FF1579* NAVD 88     -        93.903  (meters)     308.08   (feet)  ADJUSTED  
 FF1579  ___________________________________________________________________
 FF1579  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF1579  DYNAMIC HT  -          93.821 (meters)     307.81  (feet)  COMP
 FF1579  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 FF1579
 FF1579  VERT ORDER  -  SECOND    CLASS 0
 FF1579
 FF1579.The horizontal coordinates were scaled from a topographic map and have
 FF1579.an estimated accuracy of +/- 6 seconds.
 FF1579
 FF1579.The orthometric height was determined by differential leveling
 FF1579.and adjusted by the National Geodetic Survey in June 1991..
 FF1579
 FF1579.The geoid height was determined by GEOID03.
 FF1579
 FF1579.The dynamic height is computed by dividing the NAVD 88
 FF1579.geopotential number by the normal gravity value computed on the
 FF1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1579.degrees latitude (g = 980.6199 gals.).
 FF1579
 FF1579.The modeled gravity was interpolated from observed gravity values.
 FF1579
 FF1579;                    North         East    Units  Estimated Accuracy
 FF1579;SPC AR N     -   172,060.      410,330.      MT  (+/- 180 meters Scaled)
 FF1579
 FF1579                          SUPERSEDED SURVEY CONTROL
 FF1579
 FF1579  NGVD 29 (??/??/??)   93.813  (m)          307.78   (f) ADJUSTED    2 0
 FF1579
 FF1579.Superseded values are not recommended for survey control.
 FF1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1579.See file dsdata.txt to determine how the superseded data were derived.
 FF1579
 FF1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV005716(NAD 83)
 FF1579_MARKER: DD = SURVEY DISK
 FF1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1579_STAMPING: B 24 1934
 FF1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1579+STABILITY: SURFACE MOTION
 FF1579
 FF1579  HISTORY     - Date     Condition        Report By
 FF1579  HISTORY     - 1934     MONUMENTED       ARGS
 FF1579  HISTORY     - 1934     GOOD             CGS
 FF1579  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1579  HISTORY     - 20060418 MARK NOT FOUND   ARHD
 FF1579
 FF1579                          STATION DESCRIPTION
 FF1579
 FF1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1579'4.1 MI SE FROM GUION.
 FF1579'4.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1579'SILICA PRODUCTS CO. PLANT AT GUION, IZARD COUNTY, AT THE SWITCH
 FF1579'AT WILLIAMSON, IN THE SE. 1/4 OF THE SE. 1/4 OF SEC. 6, T. 14 N.,
 FF1579'R. 8 W., 23 FEET NORTH AND 60 FEET EAST OF THE EAST END OF THE
 FF1579'SPUR TRACK, 55 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 20
 FF1579'FEET EAST OF THE NORTHEAST END OF A MASONRY CULVERT, AND 24 FEET
 FF1579'NORTH OF THE CENTER LINE OF THE TRACK.  A STATE SURVEY STANDARD
 FF1579'DISK, STAMPED B 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1579
 FF1579                          STATION RECOVERY (1986)
 FF1579
 FF1579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1579'MARK NOT FOUND.
 FF1579
 FF1579                          STATION RECOVERY (2006)
 FF1579
 FF1579'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FF1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1396 ***********************************************************************
 EJ1396  DESIGNATION -  B 24
 EJ1396  PID         -  EJ1396
 EJ1396  STATE/COUNTY-  AR/MONTGOMERY
 EJ1396  USGS QUAD   -  NORMAN (1979)
 EJ1396
 EJ1396                         *CURRENT SURVEY CONTROL
 EJ1396  ___________________________________________________________________
 EJ1396* NAD 83(1986)-  34 27 33.     (N)    093 40 48.     (W)     SCALED    
 EJ1396* NAVD 88     -       215.623  (meters)     707.42   (feet)  ADJUSTED  
 EJ1396  ___________________________________________________________________
 EJ1396  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EJ1396  DYNAMIC HT  -         215.405 (meters)     706.71  (feet)  COMP
 EJ1396  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 EJ1396
 EJ1396  VERT ORDER  -  SECOND    CLASS 0
 EJ1396
 EJ1396.The horizontal coordinates were scaled from a topographic map and have
 EJ1396.an estimated accuracy of +/- 6 seconds.
 EJ1396
 EJ1396.The orthometric height was determined by differential leveling
 EJ1396.and adjusted by the National Geodetic Survey in June 1991..
 EJ1396
 EJ1396.The geoid height was determined by GEOID03.
 EJ1396
 EJ1396.The dynamic height is computed by dividing the NAVD 88
 EJ1396.geopotential number by the normal gravity value computed on the
 EJ1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1396.degrees latitude (g = 980.6199 gals.).
 EJ1396
 EJ1396.The modeled gravity was interpolated from observed gravity values.
 EJ1396
 EJ1396;                    North         East    Units  Estimated Accuracy
 EJ1396;SPC AR S     -   600,080.      245,650.      MT  (+/- 180 meters Scaled)
 EJ1396
 EJ1396                          SUPERSEDED SURVEY CONTROL
 EJ1396
 EJ1396  NGVD 29 (??/??/92)  215.57   (m)          707.2    (f) COMPUTED    2 0
 EJ1396
 EJ1396.Superseded values are not recommended for survey control.
 EJ1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1396.See file dsdata.txt to determine how the superseded data were derived.
 EJ1396
 EJ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU375132(NAD 83)
 EJ1396_MARKER: DB = BENCH MARK DISK
 EJ1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1396+STABILITY: SURFACE MOTION
 EJ1396
 EJ1396  HISTORY     - Date     Condition        Report By
 EJ1396  HISTORY     - UNK      MONUMENTED       CGS
 EJ1396  HISTORY     - 1932     GOOD             NGS
 EJ1396  HISTORY     - 1961     GOOD             NGS
 EJ1396
 EJ1396                          STATION DESCRIPTION
 EJ1396
 EJ1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ1396'IN NORMAN.
 EJ1396'LOCATED AT THE NORTHEASTERN EDGE OF THE TOWN OF NORMAN.  23 FEET SOUTH
 EJ1396'OF THE CENTERLINE OF THE ROAD TO MT. IDA, (STATE HIGHWAY NO. 8). ABOUT
 EJ1396'260 FEET EAST OF THE PATH LEADING UP THE HILL TO THE SCHOOL BUILDING
 EJ1396'WHICH OVERLOOKS THE TOWN FROM THE NORTH.  NOTE-- AT NORMAN, ABOUT 0.1
 EJ1396'MILE NORTHEAST ALONG ST HWY 27 FROM ITS JUNCTION WITH ST HWY 8, 21 FT
 EJ1396'SE OF THE CENTERLINE OF THE HIGHWAY AND AT THE NORTHEAST END OF A ROCK
 EJ1396'WALL.  NOTE-- PART OF THE TOP OF THE CONCRETE POST IS CHIPPED OFF BUT
 EJ1396'THE DISK IS SOLID.
 EJ1396
 EJ1396                          STATION RECOVERY (1961)
 EJ1396
 EJ1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2282 ***********************************************************************
 FF2282  DESIGNATION -  B 24 RESET
 FF2282  PID         -  FF2282
 FF2282  STATE/COUNTY-  AR/IZARD
 FF2282  USGS QUAD   -  GUION (1964)
 FF2282
 FF2282                         *CURRENT SURVEY CONTROL
 FF2282  ___________________________________________________________________
 FF2282* NAD 83(1986)-  35 53 03.     (N)    091 53 08.     (W)     SCALED    
 FF2282* NAVD 88     -        94.15   (meters)     308.9    (feet)  RESET     
 FF2282  ___________________________________________________________________
 FF2282  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF2282
 FF2282  VERT ORDER  -  THIRD
 FF2282
 FF2282.The horizontal coordinates were scaled from a topographic map and have
 FF2282.an estimated accuracy of +/- 6 seconds.
 FF2282
 FF2282.The orthometric height was computed from unverified reset data.
 FF2282
 FF2282.The geoid height was determined by GEOID03.
 FF2282
 FF2282;                    North         East    Units  Estimated Accuracy
 FF2282;SPC AR N     -   172,060.      410,330.      MT  (+/- 180 meters Scaled)
 FF2282
 FF2282                          SUPERSEDED SURVEY CONTROL
 FF2282
 FF2282  NGVD 29 (08/21/02)   94.06   (m)          308.6    (f) RESET       3  
 FF2282
 FF2282.Superseded values are not recommended for survey control.
 FF2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2282.See file dsdata.txt to determine how the superseded data were derived.
 FF2282
 FF2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV005716(NAD 83)
 FF2282_MARKER: DV = VERTICAL CONTROL DISK
 FF2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2282_SP_SET: CONCRETE POST
 FF2282_STAMPING: B 24 RESET 1983
 FF2282_MARK LOGO: NGS   
 FF2282_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2282+STABILITY: SURFACE MOTION
 FF2282
 FF2282  HISTORY     - Date     Condition        Report By
 FF2282  HISTORY     - 1983     MONUMENTED       MPRR
 FF2282
 FF2282                          STATION DESCRIPTION
 FF2282
 FF2282'DESCRIBED BY MISSOURI PACIFIC RAILROAD 1983
 FF2282'4.1 MILES (6.6 KM) SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF2282'THE SILICA PRODUCTS COMPANY PLANT AT GUION, TO A POINT IN THE
 FF2282'SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTIONS 6, T14N, R8W,
 FF2282'SAID POINT BEING 1637 FEET (499.0 M) EAST OF RAILROADS BRIDGE NO.
 FF2282'3084 OR 248 FEET (75.6 M) EAST OF THE MASONARY CULVERT ADJACENT TO
 FF2282'FIRST ROAD CROSSING TRACK EAST OF SAID BRIDGE.  MEASURE SOUTH 48 FEET
 FF2282'(14.6 M) FROM THE CENTERLINE OF EXISTING TRACK AT SAID POINT, AT A
 FF2282'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0919 ***********************************************************************
 DK0919  DESIGNATION -  B 240
 DK0919  PID         -  DK0919
 DK0919  STATE/COUNTY-  AR/DESHA
 DK0919  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK0919
 DK0919                         *CURRENT SURVEY CONTROL
 DK0919  ___________________________________________________________________
 DK0919* NAD 83(1986)-  33 38 23.     (N)    091 24 05.     (W)     SCALED    
 DK0919* NAVD 88     -        45.033  (meters)     147.75   (feet)  ADJUSTED  
 DK0919  ___________________________________________________________________
 DK0919  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK0919  DYNAMIC HT  -          44.987 (meters)     147.59  (feet)  COMP
 DK0919  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 DK0919
 DK0919  VERT ORDER  -  FIRST     CLASS II
 DK0919
 DK0919.The horizontal coordinates were scaled from a topographic map and have
 DK0919.an estimated accuracy of +/- 6 seconds.
 DK0919
 DK0919.The orthometric height was determined by differential leveling
 DK0919.and adjusted by the National Geodetic Survey in June 1991..
 DK0919
 DK0919.The geoid height was determined by GEOID03.
 DK0919
 DK0919.The dynamic height is computed by dividing the NAVD 88
 DK0919.geopotential number by the normal gravity value computed on the
 DK0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0919.degrees latitude (g = 980.6199 gals.).
 DK0919
 DK0919.The modeled gravity was interpolated from observed gravity values.
 DK0919
 DK0919;                    North         East    Units  Estimated Accuracy
 DK0919;SPC AR S     -   508,090.      455,530.      MT  (+/- 180 meters Scaled)
 DK0919
 DK0919                          SUPERSEDED SURVEY CONTROL
 DK0919
 DK0919  NGVD 29 (??/??/??)   45.154  (m)          148.14   (f) ADJUSTED    1 2
 DK0919
 DK0919.Superseded values are not recommended for survey control.
 DK0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0919.See file dsdata.txt to determine how the superseded data were derived.
 DK0919
 DK0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT482233(NAD 83)
 DK0919_MARKER: DB = BENCH MARK DISK
 DK0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0919_STAMPING: B 240 1938
 DK0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0919+STABILITY: SURFACE MOTION
 DK0919
 DK0919  HISTORY     - Date     Condition        Report By
 DK0919  HISTORY     - 1938     MONUMENTED       CGS
 DK0919  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0919  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0919  HISTORY     - 20031022 MARK NOT FOUND   ARHD
 DK0919
 DK0919                          STATION DESCRIPTION
 DK0919
 DK0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DK0919'1.0 MI NW FROM MCGEHEE.
 DK0919'1.0 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0919'STATION AT MCGEHEE, DESHA COUNTY, OPPOSITE THE SWITCH FOR THE SIDING
 DK0919'AT THE GULF OIL COMPANY, NORTH OF THE ROAD LEADING TO THE MCGEHEE
 DK0919'AIRPORT, 5 YARDS SOUTHWEST OF THE AIRPORT FENCE, 6 YARDS SOUTH OF THE
 DK0919'THIRD POLE OF THE EASTERLY ROW OF POLES NORTH OF THE ROAD LEADING INTO
 DK0919'THE AIRPORT, AND ABOUT 11 YARDS NORTHEAST OF THE NORTHEAST RAIL. A
 DK0919'STANDARD DISK, STAMPED B 240 1938 AND SET IN THE TOP OF A CONCRETE
 DK0919'POST.
 DK0919
 DK0919                          STATION RECOVERY (1977)
 DK0919
 DK0919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0919'MARK NOT FOUND.
 DK0919
 DK0919                          STATION RECOVERY (1977)
 DK0919
 DK0919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0919'MARK NOT FOUND.
 DK0919
 DK0919                          STATION RECOVERY (2003)
 DK0919
 DK0919'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DK0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0774 ***********************************************************************
 FF0774  DESIGNATION -  B 242
 FF0774  PID         -  FF0774
 FF0774  STATE/COUNTY-  AR/CRAIGHEAD
 FF0774  USGS QUAD   -  JONESBORO (1983)
 FF0774
 FF0774                         *CURRENT SURVEY CONTROL
 FF0774  ___________________________________________________________________
 FF0774* NAD 83(1986)-  35 45 42.     (N)    090 40 33.     (W)     SCALED    
 FF0774* NAVD 88     -        83.836  (meters)     275.05   (feet)  ADJUSTED  
 FF0774  ___________________________________________________________________
 FF0774  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF0774  DYNAMIC HT  -          83.764 (meters)     274.82  (feet)  COMP
 FF0774  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 FF0774
 FF0774  VERT ORDER  -  FIRST     CLASS II
 FF0774
 FF0774.The horizontal coordinates were scaled from a topographic map and have
 FF0774.an estimated accuracy of +/- 6 seconds.
 FF0774
 FF0774.The orthometric height was determined by differential leveling
 FF0774.and adjusted by the National Geodetic Survey in June 1991..
 FF0774
 FF0774.The geoid height was determined by GEOID03.
 FF0774
 FF0774.The dynamic height is computed by dividing the NAVD 88
 FF0774.geopotential number by the normal gravity value computed on the
 FF0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0774.degrees latitude (g = 980.6199 gals.).
 FF0774
 FF0774.The modeled gravity was interpolated from observed gravity values.
 FF0774
 FF0774;                    North         East    Units  Estimated Accuracy
 FF0774;SPC AR N     -   159,270.      519,740.      MT  (+/- 180 meters Scaled)
 FF0774
 FF0774                          SUPERSEDED SURVEY CONTROL
 FF0774
 FF0774  NGVD 29 (??/??/??)   83.754  (m)          274.78   (f) ADJUSTED    1 2
 FF0774
 FF0774.Superseded values are not recommended for survey control.
 FF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0774.See file dsdata.txt to determine how the superseded data were derived.
 FF0774
 FF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV101600(NAD 83)
 FF0774_MARKER: DB = BENCH MARK DISK
 FF0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0774_SP_SET: CULVERT
 FF0774_STAMPING: B 242 1938
 FF0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0774+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF0774
 FF0774  HISTORY     - Date     Condition        Report By
 FF0774  HISTORY     - 1938     MONUMENTED       CGS
 FF0774  HISTORY     - 1956     GOOD             CGS
 FF0774  HISTORY     - 20020816 GOOD             USACE
 FF0774
 FF0774                          STATION DESCRIPTION
 FF0774
 FF0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0774'4.2 MI S FROM NETTLETON.
 FF0774'4.15 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0774'STATION AT NETTLETON, ABOUT 0.9 MILE SOUTH OF CROSSING OF STATE
 FF0774'HIGHWAY 1 AT APT, ON THE OUTSIDE OF A LONG CURVE IN TRACK,
 FF0774'BETWEEN TELEPHONE POLES NO. 242/09 AND 242/10, IN THE TOP OF
 FF0774'THE SOUTH END OF EAST HEAD WALL OF A 3-FOOT CONCRETE BOX
 FF0774'CULVERT UNDER TRACK, 15 FEET EAST-SOUTHEAST OF NEAR RAIL OF
 FF0774'TRACK, 2 FEET NORTH OF SOUTH END OF HEAD WALL AND ABOUT 6 FEET
 FF0774'BELOW LEVEL OF TRACK.
 FF0774
 FF0774                          STATION RECOVERY (2002)
 FF0774
 FF0774'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0172 ***********************************************************************
 GE0172  DESIGNATION -  B 243
 GE0172  PID         -  GE0172
 GE0172  STATE/COUNTY-  AR/GREENE
 GE0172  USGS QUAD   -  CARDWELL (1983)
 GE0172
 GE0172                         *CURRENT SURVEY CONTROL
 GE0172  ___________________________________________________________________
 GE0172* NAD 83(1986)-  36 04 07.     (N)    090 21 13.     (W)     SCALED    
 GE0172* NAVD 88     -        74.227  (meters)     243.53   (feet)  ADJUSTED  
 GE0172  ___________________________________________________________________
 GE0172  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0172  DYNAMIC HT  -          74.165 (meters)     243.32  (feet)  COMP
 GE0172  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 GE0172
 GE0172  VERT ORDER  -  FIRST     CLASS II
 GE0172
 GE0172.The horizontal coordinates were scaled from a topographic map and have
 GE0172.an estimated accuracy of +/- 6 seconds.
 GE0172
 GE0172.The orthometric height was determined by differential leveling
 GE0172.and adjusted by the National Geodetic Survey in June 1991..
 GE0172
 GE0172.The geoid height was determined by GEOID03.
 GE0172
 GE0172.The dynamic height is computed by dividing the NAVD 88
 GE0172.geopotential number by the normal gravity value computed on the
 GE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0172.degrees latitude (g = 980.6199 gals.).
 GE0172
 GE0172.The modeled gravity was interpolated from observed gravity values.
 GE0172
 GE0172;                    North         East    Units  Estimated Accuracy
 GE0172;SPC AR N     -   193,760.      548,310.      MT  (+/- 180 meters Scaled)
 GE0172
 GE0172                          SUPERSEDED SURVEY CONTROL
 GE0172
 GE0172  NGVD 29 (??/??/92)   74.218  (m)          243.50   (f) ADJ UNCH    1 2
 GE0172
 GE0172.Superseded values are not recommended for survey control.
 GE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0172.See file dsdata.txt to determine how the superseded data were derived.
 GE0172
 GE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV383948(NAD 83)
 GE0172_MARKER: DB = BENCH MARK DISK
 GE0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0172_STAMPING: B 243 1938
 GE0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0172+STABILITY: SURFACE MOTION
 GE0172
 GE0172  HISTORY     - Date     Condition        Report By
 GE0172  HISTORY     - 1938     MONUMENTED       CGS
 GE0172  HISTORY     - 1956     GOOD             NGS
 GE0172  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0172
 GE0172                          STATION DESCRIPTION
 GE0172
 GE0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0172'7.9 MI E FROM PARAGOULD.
 GE0172'ABOUT 7.9 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0172'FROM THE STATION AT PARAGOULD, AT BRIGHTON, ACROSS TRACK FROM
 GE0172'A POINT BETWEEN TELEPHONE POLES NO. 110/07 AND 110/08, 51 FEET
 GE0172'SOUTH OF SOUTH RAIL, 61 FEET SOUTHEAST OF CENTER OF CROSSING OF
 GE0172'A PRIVATE ROAD, 36 FEET EAST OF CENTER LINE OF PRIVATE ROAD, 26
 GE0172'FEET NORTH OF CENTER LINE OF A GRAVEL ROAD PARALLEL TO TRACK,
 GE0172'15 1/2 FEET EAST OF A TELEPHONE POLE, ABOUT 3 FEET BELOW LEVEL
 GE0172'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GE0172'INCHES.  NOTE-- THE CONCRETE IS CHIPPED OFF TOP OF POST BUT IS
 GE0172'SOLID AND DOES NOT APPEAR TO HAVE BEEN DISTURBED.
 GE0172
 GE0172                          STATION RECOVERY (1981)
 GE0172
 GE0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0086 ***********************************************************************
 FG0086  DESIGNATION -  B 245
 FG0086  PID         -  FG0086
 FG0086  STATE/COUNTY-  AR/VAN BUREN
 FG0086  USGS QUAD   -  CLINTON (1981)
 FG0086
 FG0086                         *CURRENT SURVEY CONTROL
 FG0086  ___________________________________________________________________
 FG0086* NAD 83(1986)-  35 36 08.     (N)    092 27 59.     (W)     SCALED    
 FG0086* NAVD 88     -       184.746  (meters)     606.12   (feet)  ADJUSTED  
 FG0086  ___________________________________________________________________
 FG0086  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0086  DYNAMIC HT  -         184.577 (meters)     605.57  (feet)  COMP
 FG0086  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FG0086
 FG0086  VERT ORDER  -  SECOND    CLASS 0
 FG0086
 FG0086.The horizontal coordinates were scaled from a topographic map and have
 FG0086.an estimated accuracy of +/- 6 seconds.
 FG0086
 FG0086.The orthometric height was determined by differential leveling
 FG0086.and adjusted by the National Geodetic Survey in June 1991..
 FG0086
 FG0086.The geoid height was determined by GEOID03.
 FG0086
 FG0086.The dynamic height is computed by dividing the NAVD 88
 FG0086.geopotential number by the normal gravity value computed on the
 FG0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0086.degrees latitude (g = 980.6199 gals.).
 FG0086
 FG0086.The modeled gravity was interpolated from observed gravity values.
 FG0086
 FG0086;                    North         East    Units  Estimated Accuracy
 FG0086;SPC AR N     -   140,870.      357,740.      MT  (+/- 180 meters Scaled)
 FG0086
 FG0086                          SUPERSEDED SURVEY CONTROL
 FG0086
 FG0086  NGVD 29 (??/??/92)  184.669  (m)          605.87   (f) ADJ UNCH    2 0
 FG0086
 FG0086.Superseded values are not recommended for survey control.
 FG0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0086.See file dsdata.txt to determine how the superseded data were derived.
 FG0086
 FG0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV483399(NAD 83)
 FG0086_MARKER: DB = BENCH MARK DISK
 FG0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0086_STAMPING: B 245 1939
 FG0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0086+STABILITY: SURFACE MOTION
 FG0086
 FG0086  HISTORY     - Date     Condition        Report By
 FG0086  HISTORY     - 1939     MONUMENTED       CGS
 FG0086
 FG0086                          STATION DESCRIPTION
 FG0086
 FG0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0086'1.2 MI NW FROM CLINTON.
 FG0086'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 FG0086'CLINTON, VAN BUREN COUNTY, 0.2 MILE WEST OF THE INTERSECTION OF U. S.
 FG0086'HIGHWAY 65, 31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 14 FEET
 FG0086'WEST OF A DRIVE LEADING TO THE ED LEWIS RESIDENCE, AND 8 FEET EAST OF
 FG0086'THE SOUTHEAST CORNER OF A FENCE.  A STANDARD DISK, STAMPED B 245 1939
 FG0086'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1139 ***********************************************************************
 FF1139  DESIGNATION -  B 246
 FF1139  PID         -  FF1139
 FF1139  STATE/COUNTY-  AR/JACKSON
 FF1139  USGS QUAD   -  AUVERGNE (1981)
 FF1139
 FF1139                         *CURRENT SURVEY CONTROL
 FF1139  ___________________________________________________________________
 FF1139* NAD 83(1986)-  35 33 10.     (N)    091 10 36.     (W)     SCALED    
 FF1139* NAVD 88     -        68.337  (meters)     224.20   (feet)  ADJUSTED  
 FF1139  ___________________________________________________________________
 FF1139  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF1139  DYNAMIC HT  -          68.277 (meters)     224.01  (feet)  COMP
 FF1139  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 FF1139
 FF1139  VERT ORDER  -  SECOND    CLASS 0
 FF1139
 FF1139.The horizontal coordinates were scaled from a topographic map and have
 FF1139.an estimated accuracy of +/- 6 seconds.
 FF1139
 FF1139.The orthometric height was determined by differential leveling
 FF1139.and adjusted by the National Geodetic Survey in June 1991..
 FF1139
 FF1139.The geoid height was determined by GEOID03.
 FF1139
 FF1139.The dynamic height is computed by dividing the NAVD 88
 FF1139.geopotential number by the normal gravity value computed on the
 FF1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1139.degrees latitude (g = 980.6199 gals.).
 FF1139
 FF1139.The modeled gravity was interpolated from observed gravity values.
 FF1139
 FF1139;                    North         East    Units  Estimated Accuracy
 FF1139;SPC AR N     -   135,600.      474,650.      MT  (+/- 180 meters Scaled)
 FF1139
 FF1139                          SUPERSEDED SURVEY CONTROL
 FF1139
 FF1139  NGVD 29 (??/??/??)   68.272  (m)          223.99   (f) ADJUSTED    2 0
 FF1139
 FF1139.Superseded values are not recommended for survey control.
 FF1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1139.See file dsdata.txt to determine how the superseded data were derived.
 FF1139
 FF1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV652358(NAD 83)
 FF1139_MARKER: DB = BENCH MARK DISK
 FF1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1139_STAMPING: B 246 1938
 FF1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1139+STABILITY: SURFACE MOTION
 FF1139
 FF1139  HISTORY     - Date     Condition        Report By
 FF1139  HISTORY     - 1938     MONUMENTED       CGS
 FF1139  HISTORY     - 1965     MARK NOT FOUND   USGS
 FF1139
 FF1139                          STATION DESCRIPTION
 FF1139
 FF1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1139'4.8 MI W FROM AMAGON.
 FF1139'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST
 FF1139'OFFICE AT AMAGON, JACKSON COUNTY, THENCE ABOUT 2.1 MILES
 FF1139'SOUTH ALONG STATE HIGHWAY 145, 33 FEET NORTH OF THE PROJECTED
 FF1139'CENTER LINE OF A T-ROAD LEADING EAST, 32 FEET WEST OF THE
 FF1139'CENTER LINE OF THE HIGHWAY, AND 51 FEET NORTH OF A FENCE CORNER.
 FF1139'A STANDARD DISK, STAMPED B 246 1938 AND SET IN THE TOP OF A
 FF1139'CONCRETE POST.
 FF1139
 FF1139                          STATION RECOVERY (1965)
 FF1139
 FF1139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FF1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0184 ***********************************************************************
 DL0184  DESIGNATION -  B 247
 DL0184  PID         -  DL0184
 DL0184  STATE/COUNTY-  AR/CALHOUN
 DL0184  USGS QUAD   -  ARTESIAN (1981)
 DL0184
 DL0184                         *CURRENT SURVEY CONTROL
 DL0184  ___________________________________________________________________
 DL0184* NAD 83(1986)-  33 29 42.     (N)    092 24 40.     (W)     SCALED    
 DL0184* NAVD 88     -        58.774  (meters)     192.83   (feet)  ADJUSTED  
 DL0184  ___________________________________________________________________
 DL0184  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DL0184  DYNAMIC HT  -          58.713 (meters)     192.63  (feet)  COMP
 DL0184  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 DL0184
 DL0184  VERT ORDER  -  SECOND    CLASS 0
 DL0184
 DL0184.The horizontal coordinates were scaled from a topographic map and have
 DL0184.an estimated accuracy of +/- 6 seconds.
 DL0184
 DL0184.The orthometric height was determined by differential leveling
 DL0184.and adjusted by the National Geodetic Survey in June 1991..
 DL0184
 DL0184.The geoid height was determined by GEOID03.
 DL0184
 DL0184.The dynamic height is computed by dividing the NAVD 88
 DL0184.geopotential number by the normal gravity value computed on the
 DL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0184.degrees latitude (g = 980.6199 gals.).
 DL0184
 DL0184.The modeled gravity was interpolated from observed gravity values.
 DL0184
 DL0184;                    North         East    Units  Estimated Accuracy
 DL0184;SPC AR S     -   491,950.      361,800.      MT  (+/- 180 meters Scaled)
 DL0184
 DL0184                          SUPERSEDED SURVEY CONTROL
 DL0184
 DL0184  NGVD 29 (??/??/92)   58.825  (m)          193.00   (f) ADJ UNCH    2 0
 DL0184
 DL0184.Superseded values are not recommended for survey control.
 DL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0184.See file dsdata.txt to determine how the superseded data were derived.
 DL0184
 DL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT547063(NAD 83)
 DL0184_MARKER: DB = BENCH MARK DISK
 DL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0184_STAMPING: B 247 1938
 DL0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0184+STABILITY: SURFACE MOTION
 DL0184
 DL0184  HISTORY     - Date     Condition        Report By
 DL0184  HISTORY     - 1938     MONUMENTED       CGS
 DL0184  HISTORY     - 1964     GOOD             NGS
 DL0184
 DL0184                          STATION DESCRIPTION
 DL0184
 DL0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0184'1.4 MI S FROM HARRELL.
 DL0184'1.4 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DL0184'FROM THE STATION AT HARRELL, CALHOUN COUNTY, AT A ROAD CROSSING, 34
 DL0184'FEET WEST OF THE WEST RAIL, 20 FEET SOUTH OF THE CENTER LINE OF THE
 DL0184'ROAD, 26 FEET NORTHEAST OF A LONE 14-INCH PINE TREE, AND 13 FEET EAST
 DL0184'OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED B 247 1938
 DL0184'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0697 ***********************************************************************
 FG0697  DESIGNATION -  B 248
 FG0697  PID         -  FG0697
 FG0697  STATE/COUNTY-  AR/VAN BUREN
 FG0697  USGS QUAD   -  REX (1965)
 FG0697
 FG0697                         *CURRENT SURVEY CONTROL
 FG0697  ___________________________________________________________________
 FG0697* NAD 83(1986)-  35 34 30.     (N)    092 37 36.     (W)     SCALED    
 FG0697* NAVD 88     -       313.370  (meters)    1028.11   (feet)  ADJUSTED  
 FG0697  ___________________________________________________________________
 FG0697  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0697  DYNAMIC HT  -         313.079 (meters)    1027.16  (feet)  COMP
 FG0697  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 FG0697
 FG0697  VERT ORDER  -  SECOND    CLASS 0
 FG0697
 FG0697.The horizontal coordinates were scaled from a topographic map and have
 FG0697.an estimated accuracy of +/- 6 seconds.
 FG0697
 FG0697.The orthometric height was determined by differential leveling
 FG0697.and adjusted by the National Geodetic Survey in June 1991..
 FG0697
 FG0697.The geoid height was determined by GEOID03.
 FG0697
 FG0697.The dynamic height is computed by dividing the NAVD 88
 FG0697.geopotential number by the normal gravity value computed on the
 FG0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0697.degrees latitude (g = 980.6199 gals.).
 FG0697
 FG0697.The modeled gravity was interpolated from observed gravity values.
 FG0697
 FG0697;                    North         East    Units  Estimated Accuracy
 FG0697;SPC AR N     -   137,930.      343,200.      MT  (+/- 180 meters Scaled)
 FG0697
 FG0697                          SUPERSEDED SURVEY CONTROL
 FG0697
 FG0697  NGVD 29 (??/??/92)  313.312  (m)         1027.92   (f) ADJ UNCH    2 0
 FG0697
 FG0697.Superseded values are not recommended for survey control.
 FG0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0697.See file dsdata.txt to determine how the superseded data were derived.
 FG0697
 FG0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV338368(NAD 83)
 FG0697_MARKER: DB = BENCH MARK DISK
 FG0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0697_STAMPING: B 248 1939
 FG0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0697+STABILITY: SURFACE MOTION
 FG0697
 FG0697  HISTORY     - Date     Condition        Report By
 FG0697  HISTORY     - 1939     MONUMENTED       CGS
 FG0697
 FG0697                          STATION DESCRIPTION
 FG0697
 FG0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0697'5.2 MI N FROM SCOTLAND.
 FG0697'5.2 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0697'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 0.3 MILE SOUTH OF THE TOP OF
 FG0697'THE MOUNTAIN, ON THE OUTSIDE OF A SHARP CURVE, 35 FEET WEST OF THE
 FG0697'CENTERLINE OF THE ROAD, 12 FEET NORTH OF A WAGON ROAD LEADING WEST,
 FG0697'AND 11 FEET SOUTHWEST OF A 12-INCH BLAZED BLACK OAK TREE.  A STANDARD
 FG0697'DISK, STAMPED B 248 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0853 ***********************************************************************
 DK0853  DESIGNATION -  B 249
 DK0853  PID         -  DK0853
 DK0853  STATE/COUNTY-  AR/DESHA
 DK0853  USGS QUAD   -  WATSON (1969)
 DK0853
 DK0853                         *CURRENT SURVEY CONTROL
 DK0853  ___________________________________________________________________
 DK0853* NAD 83(1986)-  33 54 43.     (N)    091 18 44.     (W)     SCALED    
 DK0853* NAVD 88     -        47.598  (meters)     156.16   (feet)  ADJUSTED  
 DK0853  ___________________________________________________________________
 DK0853  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DK0853  DYNAMIC HT  -          47.551 (meters)     156.01  (feet)  COMP
 DK0853  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 DK0853
 DK0853  VERT ORDER  -  FIRST     CLASS II
 DK0853
 DK0853.The horizontal coordinates were scaled from a topographic map and have
 DK0853.an estimated accuracy of +/- 6 seconds.
 DK0853
 DK0853.The orthometric height was determined by differential leveling
 DK0853.and adjusted by the National Geodetic Survey in June 1991..
 DK0853.WARNING-Repeat measurements at this control monument indicate possible
 DK0853.vertical movement.
 DK0853
 DK0853.The geoid height was determined by GEOID03.
 DK0853
 DK0853.The dynamic height is computed by dividing the NAVD 88
 DK0853.geopotential number by the normal gravity value computed on the
 DK0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0853.degrees latitude (g = 980.6199 gals.).
 DK0853
 DK0853.The modeled gravity was interpolated from observed gravity values.
 DK0853
 DK0853;                    North         East    Units  Estimated Accuracy
 DK0853;SPC AR S     -   538,330.      463,600.      MT  (+/- 180 meters Scaled)
 DK0853
 DK0853                          SUPERSEDED SURVEY CONTROL
 DK0853
 DK0853  NGVD 29 (??/??/??)   47.665  (m)          156.38   (f) ADJUSTED    1 2
 DK0853
 DK0853.Superseded values are not recommended for survey control.
 DK0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0853.See file dsdata.txt to determine how the superseded data were derived.
 DK0853
 DK0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT560536(NAD 83)
 DK0853_MARKER: DB = BENCH MARK DISK
 DK0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0853_STAMPING: B 249 1940
 DK0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0853+STABILITY: SURFACE MOTION
 DK0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0853+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DK0853
 DK0853  HISTORY     - Date     Condition        Report By
 DK0853  HISTORY     - 1940     MONUMENTED       CGS
 DK0853  HISTORY     - 1955     GOOD             CGS
 DK0853  HISTORY     - 1976     GOOD             NGS
 DK0853  HISTORY     - 20020607 GOOD             USACE
 DK0853
 DK0853                          STATION DESCRIPTION
 DK0853
 DK0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0853'4.1 MI W FROM WATSON.
 DK0853'4.1 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 DK0853'RAILROAD STATION AT WATSON, 38 FEET SOUTH OF THE CENTER LINE OF THE
 DK0853'HIGHWAY, 30 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL HOUSE, 24
 DK0853'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.5 FEET NORTH OF
 DK0853'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 DK0853'FOOT ABOVE THE GROUND.
 DK0853
 DK0853                          STATION RECOVERY (1976)
 DK0853
 DK0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0853'RECOVERED IN GOOD CONDITION.
 DK0853
 DK0853                          STATION RECOVERY (2002)
 DK0853
 DK0853'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1576 ***********************************************************************
 FF1576  DESIGNATION -  B 25
 FF1576  PID         -  FF1576
 FF1576  STATE/COUNTY-  AR/IZARD
 FF1576  USGS QUAD   -  GUION (1964)
 FF1576
 FF1576                         *CURRENT SURVEY CONTROL
 FF1576  ___________________________________________________________________
 FF1576* NAD 83(1986)-  35 55 18.     (N)    091 56 23.     (W)     SCALED    
 FF1576* NAVD 88     -        95.649  (meters)     313.81   (feet)  ADJUSTED  
 FF1576  ___________________________________________________________________
 FF1576  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF1576  DYNAMIC HT  -          95.567 (meters)     313.54  (feet)  COMP
 FF1576  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 FF1576
 FF1576  VERT ORDER  -  SECOND    CLASS 0
 FF1576
 FF1576.The horizontal coordinates were scaled from a topographic map and have
 FF1576.an estimated accuracy of +/- 6 seconds.
 FF1576
 FF1576.The orthometric height was determined by differential leveling
 FF1576.and adjusted by the National Geodetic Survey in June 1991..
 FF1576
 FF1576.The geoid height was determined by GEOID03.
 FF1576
 FF1576.The dynamic height is computed by dividing the NAVD 88
 FF1576.geopotential number by the normal gravity value computed on the
 FF1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1576.degrees latitude (g = 980.6199 gals.).
 FF1576
 FF1576.The modeled gravity was interpolated from observed gravity values.
 FF1576
 FF1576;                    North         East    Units  Estimated Accuracy
 FF1576;SPC AR N     -   176,220.      405,440.      MT  (+/- 180 meters Scaled)
 FF1576
 FF1576                          SUPERSEDED SURVEY CONTROL
 FF1576
 FF1576  NGVD 29 (??/??/??)   95.559  (m)          313.51   (f) ADJUSTED    2 0
 FF1576
 FF1576.Superseded values are not recommended for survey control.
 FF1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1576.See file dsdata.txt to determine how the superseded data were derived.
 FF1576
 FF1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV956757(NAD 83)
 FF1576_MARKER: DD = SURVEY DISK
 FF1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1576_STAMPING: B 25 1934
 FF1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1576+STABILITY: SURFACE MOTION
 FF1576
 FF1576  HISTORY     - Date     Condition        Report By
 FF1576  HISTORY     - 1934     MONUMENTED       ARGS
 FF1576  HISTORY     - 1934     GOOD             CGS
 FF1576  HISTORY     - 1961     MARK NOT FOUND   CGS
 FF1576
 FF1576                          STATION DESCRIPTION
 FF1576
 FF1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1576'AT GUION.
 FF1576'AT GUION, IZARD COUNTY, ON THE MISSOURI PACIFIC RAILROAD, IN THE
 FF1576'NW. 1/4 OF THE SE. 1/4 OF SEC. 27, T 14 N., R. 9 W., 3.5 FEET
 FF1576'WEST OF THE SEVENTH POLE NORTHWEST OF MILEPOST 312, 14 FEET SOUTH
 FF1576'OF THE SOUTHWEST CORNER OF THE LOADING BINS OF THE SILICA PRODUCTS
 FF1576'CO. PLANT, AND 21 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN
 FF1576'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED B 25 1934 AND SET IN
 FF1576'THE TOP OF A CONCRETE POST.
 FF1576
 FF1576                          STATION RECOVERY (1961)
 FF1576
 FF1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FF1576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0956 ***********************************************************************
 EJ0956  DESIGNATION -  B 25
 EJ0956  PID         -  EJ0956
 EJ0956  STATE/COUNTY-  AR/YELL
 EJ0956  USGS QUAD   -  PLAINVIEW (1968)
 EJ0956
 EJ0956                         *CURRENT SURVEY CONTROL
 EJ0956  ___________________________________________________________________
 EJ0956* NAD 83(1986)-  34 59 50.     (N)    093 17 41.     (W)     SCALED    
 EJ0956* NAVD 88     -       130.871  (meters)     429.37   (feet)  ADJUSTED  
 EJ0956  ___________________________________________________________________
 EJ0956  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 EJ0956  DYNAMIC HT  -         130.743 (meters)     428.95  (feet)  COMP
 EJ0956  MODELED GRAV-     979,656.4   (mgal)                       NAVD 88
 EJ0956
 EJ0956  VERT ORDER  -  SECOND    CLASS 0
 EJ0956
 EJ0956.The horizontal coordinates were scaled from a topographic map and have
 EJ0956.an estimated accuracy of +/- 6 seconds.
 EJ0956
 EJ0956.The orthometric height was determined by differential leveling
 EJ0956.and adjusted by the National Geodetic Survey in June 1991..
 EJ0956
 EJ0956.The geoid height was determined by GEOID03.
 EJ0956
 EJ0956.The dynamic height is computed by dividing the NAVD 88
 EJ0956.geopotential number by the normal gravity value computed on the
 EJ0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0956.degrees latitude (g = 980.6199 gals.).
 EJ0956
 EJ0956.The modeled gravity was interpolated from observed gravity values.
 EJ0956
 EJ0956;                    North         East    Units  Estimated Accuracy
 EJ0956;SPC AR N     -    74,430.      281,810.      MT  (+/- 180 meters Scaled)
 EJ0956
 EJ0956                          SUPERSEDED SURVEY CONTROL
 EJ0956
 EJ0956  NGVD 29 (??/??/92)  130.832  (m)          429.24   (f) ADJ UNCH    2 0
 EJ0956
 EJ0956.Superseded values are not recommended for survey control.
 EJ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0956.See file dsdata.txt to determine how the superseded data were derived.
 EJ0956
 EJ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU731727(NAD 83)
 EJ0956_MARKER: DB = BENCH MARK DISK
 EJ0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0956_SP_SET: CULVERT
 EJ0956_STAMPING: B-25 1935
 EJ0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0956
 EJ0956  HISTORY     - Date     Condition        Report By
 EJ0956  HISTORY     - 1935     MONUMENTED       CGS
 EJ0956  HISTORY     - 1935     GOOD             NGS
 EJ0956  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ0956
 EJ0956                          STATION DESCRIPTION
 EJ0956
 EJ0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0956'0.5 MI N FROM PLAINVIEW.
 EJ0956'0.5 MILE NORTH OF PLAINVIEW, ALONG STATE HWY.NO. 28, FROM HIGH SCHOOL.
 EJ0956'15.4 FEET NORTHWEST OF CENTERLINE OF STATE HWY.NO. 28.  .7 FOOT
 EJ0956'NORTHEAST OF SOUTHWEST END OF CONCRETE HEADWALL.  BRONZE TABLET SET
 EJ0956'HORIZONTALLY IN TOP OF NORTHWEST CONCRETE HEADWALL TO FIRST 4X5 FT.
 EJ0956'CONCRETE CULVERT NORTH OF PLAINVIEW.  UNDER HIGHWAY AND IN CENTER OF
 EJ0956'HIGHWAY CURVE.
 EJ0956
 EJ0956                          STATION RECOVERY (1968)
 EJ0956
 EJ0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1588 ***********************************************************************
 EH1588  DESIGNATION -  B 250
 EH1588  PID         -  EH1588
 EH1588  STATE/COUNTY-  AR/JEFFERSON
 EH1588  USGS QUAD   -  MOSCOW (1971)
 EH1588
 EH1588                         *CURRENT SURVEY CONTROL
 EH1588  ___________________________________________________________________
 EH1588* NAD 83(1986)-  34 09 10.     (N)    091 46 47.     (W)     SCALED    
 EH1588* NAVD 88     -        60.539  (meters)     198.62   (feet)  ADJUSTED  
 EH1588  ___________________________________________________________________
 EH1588  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH1588  DYNAMIC HT  -          60.480 (meters)     198.42  (feet)  COMP
 EH1588  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 EH1588
 EH1588  VERT ORDER  -  SECOND    CLASS 0
 EH1588
 EH1588.The horizontal coordinates were scaled from a topographic map and have
 EH1588.an estimated accuracy of +/- 6 seconds.
 EH1588
 EH1588.The orthometric height was determined by differential leveling
 EH1588.and adjusted by the National Geodetic Survey in June 1991..
 EH1588
 EH1588.The geoid height was determined by GEOID03.
 EH1588
 EH1588.The dynamic height is computed by dividing the NAVD 88
 EH1588.geopotential number by the normal gravity value computed on the
 EH1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1588.degrees latitude (g = 980.6199 gals.).
 EH1588
 EH1588.The modeled gravity was interpolated from observed gravity values.
 EH1588
 EH1588;                    North         East    Units  Estimated Accuracy
 EH1588;SPC AR S     -   564,850.      420,310.      MT  (+/- 180 meters Scaled)
 EH1588
 EH1588                          SUPERSEDED SURVEY CONTROL
 EH1588
 EH1588  NGVD 29 (??/??/??)   60.624  (m)          198.90   (f) ADJUSTED    2 0
 EH1588
 EH1588.Superseded values are not recommended for survey control.
 EH1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1588.See file dsdata.txt to determine how the superseded data were derived.
 EH1588
 EH1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT124797(NAD 83)
 EH1588_MARKER: DB = BENCH MARK DISK
 EH1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1588_STAMPING: B 250 1940
 EH1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1588+STABILITY: SURFACE MOTION
 EH1588
 EH1588  HISTORY     - Date     Condition        Report By
 EH1588  HISTORY     - 1940     MONUMENTED       CGS
 EH1588  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1588
 EH1588                          STATION DESCRIPTION
 EH1588
 EH1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1588'1.8 MI E FROM MOSCOW.
 EH1588'TO REACH FROM MISSOURI RAILROAD STATION AT MOSCOW, PROCEED NORTHWARD
 EH1588'TO THE INTERSECTION OF U. S. HIGHWAY 65 AND GRAVELED ROAD TOWARDS
 EH1588'LEVEE, GO 0.9 MILE.  TURN RIGHT (NORTHEAST) ONTO GRAVELED ROAD, GO 0.9
 EH1588'MILE.  BENCH MARK IS 1.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 EH1588'OAKRIDGE COLORED SCHOOL.  80 FEET TOWARDS BUILDING (NORTH) FROM CENTER
 EH1588'LINE OF ROAD.
 EH1588
 EH1588                          STATION RECOVERY (1964)
 EH1588
 EH1588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0163 ***********************************************************************
 EJ0163  DESIGNATION -  B 251
 EJ0163  PID         -  EJ0163
 EJ0163  STATE/COUNTY-  AR/PULASKI
 EJ0163  USGS QUAD   -  SWEET HOME (1986)
 EJ0163
 EJ0163                         *CURRENT SURVEY CONTROL
 EJ0163  ___________________________________________________________________
 EJ0163* NAD 83(1986)-  34 39 44.     (N)    092 11 06.     (W)     SCALED    
 EJ0163* NAVD 88     -        73.620  (meters)     241.53   (feet)  ADJUSTED  
 EJ0163  ___________________________________________________________________
 EJ0163  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0163  DYNAMIC HT  -          73.551 (meters)     241.31  (feet)  COMP
 EJ0163  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 EJ0163
 EJ0163  VERT ORDER  -  SECOND    CLASS 0
 EJ0163
 EJ0163.The horizontal coordinates were scaled from a topographic map and have
 EJ0163.an estimated accuracy of +/- 6 seconds.
 EJ0163
 EJ0163.The orthometric height was determined by differential leveling
 EJ0163.and adjusted by the National Geodetic Survey in June 1991..
 EJ0163
 EJ0163.The geoid height was determined by GEOID03.
 EJ0163
 EJ0163.The dynamic height is computed by dividing the NAVD 88
 EJ0163.geopotential number by the normal gravity value computed on the
 EJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0163.degrees latitude (g = 980.6199 gals.).
 EJ0163
 EJ0163.The modeled gravity was interpolated from observed gravity values.
 EJ0163
 EJ0163;                    North         East    Units  Estimated Accuracy
 EJ0163;SPC AR S     -   621,350.      383,040.      MT  (+/- 180 meters Scaled)
 EJ0163
 EJ0163                          SUPERSEDED SURVEY CONTROL
 EJ0163
 EJ0163  NGVD 29 (??/??/92)   73.674  (m)          241.71   (f) ADJ UNCH    2 0
 EJ0163
 EJ0163.Superseded values are not recommended for survey control.
 EJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0163.See file dsdata.txt to determine how the superseded data were derived.
 EJ0163
 EJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU746358(NAD 83)
 EJ0163_MARKER: DB = BENCH MARK DISK
 EJ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0163_STAMPING: B 251 1940
 EJ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0163+STABILITY: SURFACE MOTION
 EJ0163
 EJ0163  HISTORY     - Date     Condition        Report By
 EJ0163  HISTORY     - 1940     MONUMENTED       CGS
 EJ0163  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0163
 EJ0163                          STATION DESCRIPTION
 EJ0163
 EJ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0163'4.9 MI SE FROM SWEET HOME.
 EJ0163'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT SWEET HOME, PROCEED
 EJ0163'ALONG GRAVELED ROAD TO HARPERS HEADQUARTERS, GO 4.5 MILES. TURN RIGHT
 EJ0163'AT HARPERS ALONG DIRT ROAD AND FOLLOW IT TOWARDS BROWNS GIN, GO 0.4
 EJ0163'MILE.  BENCH MARK IS 0.3 MILE NORTHWEST OF BROWNS GIN. 59 FEET
 EJ0163'NORTHWEST OF NORTHWEST CORNER OF WHITE WOODEN HOUSE OF M. M. SPANN. 45
 EJ0163'FEET SOUTH SOUTHWEST OF CENTER LINE OF ROAD.  2 FEET NORTH NORTHWEST
 EJ0163'OF POWER POLE IN YARD.  MONUMENT PROJECTS ABOUT 5 INCHES. A 4 X 4 INCH
 EJ0163'CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 3 FEET AT 250 DEG
 EJ0163'MAGNETIC FROM BENCH MARK.
 EJ0163
 EJ0163                          STATION RECOVERY (1984)
 EJ0163
 EJ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0603 ***********************************************************************
 EJ0603  DESIGNATION -  B 252
 EJ0603  PID         -  EJ0603
 EJ0603  STATE/COUNTY-  AR/JEFFERSON
 EJ0603  USGS QUAD   -  WRIGHT (1975)
 EJ0603
 EJ0603                         *CURRENT SURVEY CONTROL
 EJ0603  ___________________________________________________________________
 EJ0603* NAD 83(1986)-  34 27 11.     (N)    092 03 47.     (W)     SCALED    
 EJ0603* NAVD 88     -        69.022  (meters)     226.45   (feet)  ADJUSTED  
 EJ0603  ___________________________________________________________________
 EJ0603  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EJ0603  DYNAMIC HT  -          68.957 (meters)     226.24  (feet)  COMP
 EJ0603  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 EJ0603
 EJ0603  VERT ORDER  -  SECOND    CLASS 0
 EJ0603
 EJ0603.The horizontal coordinates were scaled from a topographic map and have
 EJ0603.an estimated accuracy of +/- 6 seconds.
 EJ0603
 EJ0603.The orthometric height was determined by differential leveling
 EJ0603.and adjusted by the National Geodetic Survey in June 1991..
 EJ0603
 EJ0603.The geoid height was determined by GEOID03.
 EJ0603
 EJ0603.The dynamic height is computed by dividing the NAVD 88
 EJ0603.geopotential number by the normal gravity value computed on the
 EJ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0603.degrees latitude (g = 980.6199 gals.).
 EJ0603
 EJ0603.The modeled gravity was interpolated from observed gravity values.
 EJ0603
 EJ0603;                    North         East    Units  Estimated Accuracy
 EJ0603;SPC AR S     -   598,140.      394,210.      MT  (+/- 180 meters Scaled)
 EJ0603
 EJ0603                          SUPERSEDED SURVEY CONTROL
 EJ0603
 EJ0603  NGVD 29 (??/??/92)   69.056  (m)          226.56   (f) ADJ UNCH    2 0
 EJ0603
 EJ0603.Superseded values are not recommended for survey control.
 EJ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0603.See file dsdata.txt to determine how the superseded data were derived.
 EJ0603
 EJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU860127(NAD 83)
 EJ0603_MARKER: DB = BENCH MARK DISK
 EJ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0603_STAMPING: B 252 1940
 EJ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0603+STABILITY: SURFACE MOTION
 EJ0603
 EJ0603  HISTORY     - Date     Condition        Report By
 EJ0603  HISTORY     - 1940     MONUMENTED       CGS
 EJ0603  HISTORY     - 20020501 MARK NOT FOUND   USACE
 EJ0603
 EJ0603                          STATION DESCRIPTION
 EJ0603
 EJ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0603'1.0 MI N FROM WRIGHT.
 EJ0603'1.0 MILE NORTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0603'WRIGHT, JEFFERSON COUNTY, 0.3 MILE NORTHEAST ALONG THE ROAD AT THE
 EJ0603'FOOT OF THE LEVEE, 145 YARDS NORTH OF A SMALL CEMETERY ON THE TOP OF A
 EJ0603'SMALL ROUND GRASS AND VINE-COVERED KNOLL, IN LINE WITH A ROW OF POLES
 EJ0603'AT THE TOE OF THE LEVEE, 5.3 FEET NORTHWEST OF A WIRE FENCE, AND 5
 EJ0603'FEET NORTHEAST OF A 4 BY 4-INCH WHITE POST PROJECTING 2 FEET ABOVE
 EJ0603'GROUND.  A STANDARD DISK, STAMPED B 252 1940 AND SET IN THE TOP OF A
 EJ0603'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 EJ0603
 EJ0603                          STATION RECOVERY (2002)
 EJ0603
 EJ0603'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EJ0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0197 ***********************************************************************
 EJ0197  DESIGNATION -  B 253
 EJ0197  PID         -  EJ0197
 EJ0197  STATE/COUNTY-  AR/PULASKI
 EJ0197  USGS QUAD   -  SWEET HOME (1986)
 EJ0197
 EJ0197                         *CURRENT SURVEY CONTROL
 EJ0197  ___________________________________________________________________
 EJ0197* NAD 83(1986)-  34 43 40.     (N)    092 07 48.     (W)     SCALED    
 EJ0197* NAVD 88     -        76.680  (meters)     251.57   (feet)  ADJUSTED  
 EJ0197  ___________________________________________________________________
 EJ0197  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EJ0197  DYNAMIC HT  -          76.608 (meters)     251.34  (feet)  COMP
 EJ0197  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 EJ0197
 EJ0197  VERT ORDER  -  SECOND    CLASS 0
 EJ0197
 EJ0197.The horizontal coordinates were scaled from a topographic map and have
 EJ0197.an estimated accuracy of +/- 6 seconds.
 EJ0197
 EJ0197.The orthometric height was determined by differential leveling
 EJ0197.and adjusted by the National Geodetic Survey in June 1991..
 EJ0197
 EJ0197.The geoid height was determined by GEOID03.
 EJ0197
 EJ0197.The dynamic height is computed by dividing the NAVD 88
 EJ0197.geopotential number by the normal gravity value computed on the
 EJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0197.degrees latitude (g = 980.6199 gals.).
 EJ0197
 EJ0197.The modeled gravity was interpolated from observed gravity values.
 EJ0197
 EJ0197;                    North         East    Units  Estimated Accuracy
 EJ0197;SPC AR S     -   628,620.      388,090.      MT  (+/- 180 meters Scaled)
 EJ0197
 EJ0197                          SUPERSEDED SURVEY CONTROL
 EJ0197
 EJ0197  NGVD 29 (??/??/92)   76.721  (m)          251.71   (f) ADJ UNCH    2 0
 EJ0197
 EJ0197.Superseded values are not recommended for survey control.
 EJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0197.See file dsdata.txt to determine how the superseded data were derived.
 EJ0197
 EJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU796432(NAD 83)
 EJ0197_MARKER: DB = BENCH MARK DISK
 EJ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0197_STAMPING: B 253 1940
 EJ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0197+STABILITY: SURFACE MOTION
 EJ0197
 EJ0197  HISTORY     - Date     Condition        Report By
 EJ0197  HISTORY     - 1940     MONUMENTED       CGS
 EJ0197  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0197
 EJ0197                          STATION DESCRIPTION
 EJ0197
 EJ0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0197'5.6 MI SE FROM ROSE CITY.
 EJ0197'5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE JUNCTION WITH U.
 EJ0197'S. HIGHWAY 70 AT ROSE CITY, PULASKI COUNTY, 0.1 MILE SOUTH ALONG A
 EJ0197'DIRT ROAD, AT THE ST. LOUIS SOUTHWESTERN RAILWAY SIDING AT BAUCUM, 111
 EJ0197'FEET WEST OF THE CENTER OF THE RAILROAD CROSSING, 17 FEET EAST OF A
 EJ0197'WHISTLE POST, 14 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET
 EJ0197'WEST OF A 4 BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE GROUND. A
 EJ0197'STANDARD DISK, STAMPED B 253 1940 AND SET IN THE TOP OF A CONCRETE
 EJ0197'POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- ABOUT 56.5 FEET
 EJ0197'SOUTHEAST FROM MILEPOST N-290 POLE 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1109 ***********************************************************************
 FG1109  DESIGNATION -  B 254
 FG1109  PID         -  FG1109
 FG1109  STATE/COUNTY-  AR/LOGAN
 FG1109  USGS QUAD   -  NEW BLAINE (1993)
 FG1109
 FG1109                         *CURRENT SURVEY CONTROL
 FG1109  ___________________________________________________________________
 FG1109* NAD 83(1986)-  35 19 53.     (N)    093 26 10.     (W)     SCALED    
 FG1109* NAVD 88     -       108.861  (meters)     357.15   (feet)  ADJUSTED  
 FG1109  ___________________________________________________________________
 FG1109  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FG1109  DYNAMIC HT  -         108.759 (meters)     356.82  (feet)  COMP
 FG1109  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 FG1109
 FG1109  VERT ORDER  -  SECOND    CLASS 0
 FG1109
 FG1109.The horizontal coordinates were scaled from a topographic map and have
 FG1109.an estimated accuracy of +/- 6 seconds.
 FG1109
 FG1109.The orthometric height was determined by differential leveling
 FG1109.and adjusted by the National Geodetic Survey in June 1991..
 FG1109
 FG1109.The geoid height was determined by GEOID03.
 FG1109
 FG1109.The dynamic height is computed by dividing the NAVD 88
 FG1109.geopotential number by the normal gravity value computed on the
 FG1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1109.degrees latitude (g = 980.6199 gals.).
 FG1109
 FG1109.The modeled gravity was interpolated from observed gravity values.
 FG1109
 FG1109;                    North         East    Units  Estimated Accuracy
 FG1109;SPC AR N     -   111,680.      269,440.      MT  (+/- 180 meters Scaled)
 FG1109
 FG1109                          SUPERSEDED SURVEY CONTROL
 FG1109
 FG1109  NGVD 29 (??/??/92)  108.835  (m)          357.07   (f) ADJ UNCH    2 0
 FG1109
 FG1109.Superseded values are not recommended for survey control.
 FG1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1109.See file dsdata.txt to determine how the superseded data were derived.
 FG1109
 FG1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV603098(NAD 83)
 FG1109_MARKER: DB = BENCH MARK DISK
 FG1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1109_STAMPING: B 254 1940
 FG1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1109+STABILITY: SURFACE MOTION
 FG1109
 FG1109  HISTORY     - Date     Condition        Report By
 FG1109  HISTORY     - 1940     MONUMENTED       CGS
 FG1109  HISTORY     - 1959     GOOD             NGS
 FG1109
 FG1109                          STATION DESCRIPTION
 FG1109
 FG1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1109'3.6 MI SE FROM DOUBLIN.
 FG1109'1.0 MILE EAST ALONG A DIRT ROAD FROM DOUBLIN, THENCE 2.0 MILES
 FG1109'SOUTHEAST TO A T-ROAD, AND THENCE 0.6 MILE SOUTH ALONG AN OLD ROAD. AT
 FG1109'A SECTION-LINE ROAD INTERSECTION, IN THE NORTHWEST CORNER OF THE JOHN
 FG1109'BUSS FARM, 19 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 13
 FG1109'FEET EAST OF THE CENTERLINE OF THE DOUBLIN-NEW BLAINE ROAD, 2 FEET
 FG1109'SOUTHEAST (INSIDE) OF A FENCE CORNER, AND 2.7 FEET WEST OF A WHITE
 FG1109'WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0203 ***********************************************************************
 FH0203  DESIGNATION -  B 257
 FH0203  PID         -  FH0203
 FH0203  STATE/COUNTY-  AR/SEBASTIAN
 FH0203  USGS QUAD   -  BARLING (1987)
 FH0203
 FH0203                         *CURRENT SURVEY CONTROL
 FH0203  ___________________________________________________________________
 FH0203* NAD 83(1986)-  35 19 31.     (N)    094 17 58.     (W)     SCALED    
 FH0203* NAVD 88     -       147.743  (meters)     484.72   (feet)  ADJUSTED  
 FH0203  ___________________________________________________________________
 FH0203  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FH0203  DYNAMIC HT  -         147.604 (meters)     484.26  (feet)  COMP
 FH0203  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 FH0203
 FH0203  VERT ORDER  -  FIRST     CLASS II
 FH0203
 FH0203.The horizontal coordinates were scaled from a topographic map and have
 FH0203.an estimated accuracy of +/- 6 seconds.
 FH0203
 FH0203.The orthometric height was determined by differential leveling
 FH0203.and adjusted by the National Geodetic Survey in June 1991..
 FH0203
 FH0203.The geoid height was determined by GEOID03.
 FH0203
 FH0203.The dynamic height is computed by dividing the NAVD 88
 FH0203.geopotential number by the normal gravity value computed on the
 FH0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0203.degrees latitude (g = 980.6199 gals.).
 FH0203
 FH0203.The modeled gravity was interpolated from observed gravity values.
 FH0203
 FH0203;                    North         East    Units  Estimated Accuracy
 FH0203;SPC AR N     -   112,490.      190,950.      MT  (+/- 180 meters Scaled)
 FH0203
 FH0203                          SUPERSEDED SURVEY CONTROL
 FH0203
 FH0203  NGVD 29 (??/??/92)  147.644  (m)          484.40   (f) ADJ UNCH    1 2
 FH0203
 FH0203.Superseded values are not recommended for survey control.
 FH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0203.See file dsdata.txt to determine how the superseded data were derived.
 FH0203
 FH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV818098(NAD 83)
 FH0203_MARKER: DB = BENCH MARK DISK
 FH0203_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0203+WITH SETTING: PAVEMENT
 FH0203_STAMPING: B 257 1940
 FH0203_MARK LOGO: CGS   
 FH0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0203
 FH0203  HISTORY     - Date     Condition        Report By
 FH0203  HISTORY     - 1940     MONUMENTED       CGS
 FH0203  HISTORY     - 1959     GOOD             NGS
 FH0203  HISTORY     - 1984     GOOD             NGS
 FH0203  HISTORY     - 1987     GOOD             USPSQD
 FH0203  HISTORY     - 1988     GOOD             USPSQD
 FH0203  HISTORY     - 1989     GOOD             USPSQD
 FH0203
 FH0203                          STATION DESCRIPTION
 FH0203
 FH0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0203'AT BARLING.
 FH0203'AT BARLING, AT THE GRAMMAR SCHOOL, 3.8 FEET EAST OF THE CENTER OF
 FH0203'THE ENTRANCE, 0.6 FOOT SOUTH OF THE SOUTH WALL OF THE BUILDING,
 FH0203'AND IN THE FLOOR.  IT IS NOW STAMPED 484.395.
 FH0203
 FH0203                          STATION RECOVERY (1984)
 FH0203
 FH0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0203'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 FH0203'(0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE IN
 FH0203'BARLING, THENCE 0.2 KM (0.15 MI) EAST ALONG CHURCH STREET TO A STONE
 FH0203'BUILDING WHICH IS THE PRESENT BARLING CITY HALL AND COMMUNITY
 FH0203'BUILDING, THE MARK, A DISK SET IN THE STEPS OF THE SOUTH ENTRANCE, AND
 FH0203'1.16 METERS (3.8 FT) EAST OF THE CENTER OF THE SOUTH ENTRANCE TO THE
 FH0203'BUILDING.
 FH0203'THE MARK IS 0.61 M ABOVE GROUND.
 FH0203
 FH0203                          STATION RECOVERY (1987)
 FH0203
 FH0203'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0203'RECOVERED IN GOOD CONDITION.
 FH0203
 FH0203                          STATION RECOVERY (1988)
 FH0203
 FH0203'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEH)
 FH0203'RECOVERED IN GOOD CONDITION.
 FH0203
 FH0203                          STATION RECOVERY (1989)
 FH0203
 FH0203'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1148 ***********************************************************************
 DL1148  DESIGNATION -  B 258
 DL1148  PID         -  DL1148
 DL1148  STATE/COUNTY-  AR/MILLER
 DL1148  USGS QUAD   -  GARLAND (1975)
 DL1148
 DL1148                         *CURRENT SURVEY CONTROL
 DL1148  ___________________________________________________________________
 DL1148* NAD 83(1986)-  33 20 40.     (N)    093 42 47.     (W)     SCALED    
 DL1148* NAVD 88     -        69.354  (meters)     227.54   (feet)  ADJUSTED  
 DL1148  ___________________________________________________________________
 DL1148  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL1148  DYNAMIC HT  -          69.279 (meters)     227.29  (feet)  COMP
 DL1148  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DL1148
 DL1148  VERT ORDER  -  FIRST     CLASS I
 DL1148
 DL1148.The horizontal coordinates were scaled from a topographic map and have
 DL1148.an estimated accuracy of +/- 6 seconds.
 DL1148
 DL1148.The orthometric height was determined by differential leveling
 DL1148.and adjusted by the National Geodetic Survey in June 1991..
 DL1148
 DL1148.The geoid height was determined by GEOID03.
 DL1148
 DL1148.The dynamic height is computed by dividing the NAVD 88
 DL1148.geopotential number by the normal gravity value computed on the
 DL1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1148.degrees latitude (g = 980.6199 gals.).
 DL1148
 DL1148.The modeled gravity was interpolated from observed gravity values.
 DL1148
 DL1148;                    North         East    Units  Estimated Accuracy
 DL1148;SPC AR S     -   476,510.      240,540.      MT  (+/- 180 meters Scaled)
 DL1148
 DL1148                          SUPERSEDED SURVEY CONTROL
 DL1148
 DL1148  NGVD 29 (??/??/??)   69.384  (m)          227.64   (f) ADJUSTED    1 1
 DL1148
 DL1148.Superseded values are not recommended for survey control.
 DL1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1148.See file dsdata.txt to determine how the superseded data were derived.
 DL1148
 DL1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS336897(NAD 83)
 DL1148_MARKER: DB = BENCH MARK DISK
 DL1148_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1148+WITH SETTING: INTO GROUND
 DL1148_SP_SET: METAL ROD WITH BASE PLATE
 DL1148_STAMPING: B 258 1977
 DL1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1148+STABILITY: SURFACE MOTION
 DL1148
 DL1148  HISTORY     - Date     Condition        Report By
 DL1148  HISTORY     - 1977     MONUMENTED       NGS
 DL1148  HISTORY     - 20040727 MARK NOT FOUND   ARHD
 DL1148
 DL1148                          STATION DESCRIPTION
 DL1148
 DL1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1148'1.0 MI SOUTH FROM GARLAND.
 DL1148'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1148'U.S. HIGHWAY 82 AT GARLAND, THENCE 0.6 MILE SOUTH ALONG A GRAVEL
 DL1148'ROAD PARALLELING LEVEE, 35 FEET EAST OF CENTER OF ROAD, 22 FEET
 DL1148'SOUTHEAST OF THE CENTER OF A METAL CATTLE GUARD, 32 FEET
 DL1148'SOUTHEAST OF THE SOUTH END OF A PIPE CULVERT UNDER ROAD LEADING
 DL1148'TO LEVEE, AND 6 FEET SOUTH OF A TELEPHONE POLE.
 DL1148
 DL1148                          STATION RECOVERY (2004)
 DL1148
 DL1148'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 DL1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1122 ***********************************************************************
 DL1122  DESIGNATION -  B 259
 DL1122  PID         -  DL1122
 DL1122  STATE/COUNTY-  AR/MILLER
 DL1122  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1122
 DL1122                         *CURRENT SURVEY CONTROL
 DL1122  ___________________________________________________________________
 DL1122* NAD 83(1986)-  33 09 59.     (N)    093 48 49.     (W)     SCALED    
 DL1122* NAVD 88     -        64.093  (meters)     210.28   (feet)  ADJUSTED  
 DL1122  ___________________________________________________________________
 DL1122  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1122  DYNAMIC HT  -          64.023 (meters)     210.05  (feet)  COMP
 DL1122  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 DL1122
 DL1122  VERT ORDER  -  FIRST     CLASS I
 DL1122
 DL1122.The horizontal coordinates were scaled from a topographic map and have
 DL1122.an estimated accuracy of +/- 6 seconds.
 DL1122
 DL1122.The orthometric height was determined by differential leveling
 DL1122.and adjusted by the National Geodetic Survey in June 1991..
 DL1122
 DL1122.The geoid height was determined by GEOID03.
 DL1122
 DL1122.The dynamic height is computed by dividing the NAVD 88
 DL1122.geopotential number by the normal gravity value computed on the
 DL1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1122.degrees latitude (g = 980.6199 gals.).
 DL1122
 DL1122.The modeled gravity was interpolated from observed gravity values.
 DL1122
 DL1122;                    North         East    Units  Estimated Accuracy
 DL1122;SPC AR S     -   456,930.      230,830.      MT  (+/- 180 meters Scaled)
 DL1122
 DL1122                          SUPERSEDED SURVEY CONTROL
 DL1122
 DL1122  NGVD 29 (??/??/??)   64.121  (m)          210.37   (f) ADJUSTED    1 1
 DL1122
 DL1122.Superseded values are not recommended for survey control.
 DL1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1122.See file dsdata.txt to determine how the superseded data were derived.
 DL1122
 DL1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS241700(NAD 83)
 DL1122_MARKER: DB = BENCH MARK DISK
 DL1122_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1122+WITH SETTING: INTO GROUND
 DL1122_SP_SET: METAL ROD WITH BASE PLATE
 DL1122_STAMPING: B 259 1977
 DL1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1122+STABILITY: SURFACE MOTION
 DL1122
 DL1122  HISTORY     - Date     Condition        Report By
 DL1122  HISTORY     - 1977     MONUMENTED       NGS
 DL1122
 DL1122                          STATION DESCRIPTION
 DL1122
 DL1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1122'10.6 MI NE FROM DODDRIDGE.
 DL1122'4.4 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1122'STATE HIGHWAY 160 AT DODDRIDGE, THENCE 3.6 MILES NORTHEAST ON
 DL1122'GRAVEL ROAD TO A ASPHALT ROAD, THENCE 2.6 MILES NORTHEAST
 DL1122'CROSSING BELOH BRIDGE OVER MCKINNEY BAYOU TO A ROAD LEADING
 DL1122'SOUTH PARALLELING LEVEE, 43 FEET SOUTHEAST OF THE CENTER
 DL1122'OF ROAD JUNCTION, 39 FEET SOUTH OF THE CENTER OF MAIN ROAD,
 DL1122'26 FEET EAST OF CENTER OF ROAD PARALLELING LEVEE, 2 FEET
 DL1122'SOUTH OF A POWER POLE, AND 2 FEET NORTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0283 ***********************************************************************
 GE0283  DESIGNATION -  B 26
 GE0283  PID         -  GE0283
 GE0283  STATE/COUNTY-  AR/RANDOLPH
 GE0283  USGS QUAD   -  POCAHONTAS (1981)
 GE0283
 GE0283                         *CURRENT SURVEY CONTROL
 GE0283  ___________________________________________________________________
 GE0283* NAD 83(1986)-  36 15 42.     (N)    090 58 04.     (W)     SCALED    
 GE0283* NAVD 88     -        85.069  (meters)     279.10   (feet)  ADJUSTED  
 GE0283  ___________________________________________________________________
 GE0283  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE0283  DYNAMIC HT  -          85.000 (meters)     278.87  (feet)  COMP
 GE0283  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GE0283
 GE0283  VERT ORDER  -  FIRST     CLASS II
 GE0283
 GE0283.The horizontal coordinates were scaled from a topographic map and have
 GE0283.an estimated accuracy of +/- 6 seconds.
 GE0283
 GE0283.The orthometric height was determined by differential leveling
 GE0283.and adjusted by the National Geodetic Survey in June 1991..
 GE0283
 GE0283.The geoid height was determined by GEOID03.
 GE0283
 GE0283.The dynamic height is computed by dividing the NAVD 88
 GE0283.geopotential number by the normal gravity value computed on the
 GE0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0283.degrees latitude (g = 980.6199 gals.).
 GE0283
 GE0283.The modeled gravity was interpolated from observed gravity values.
 GE0283
 GE0283;                    North         East    Units  Estimated Accuracy
 GE0283;SPC AR N     -   214,430.      492,760.      MT  (+/- 180 meters Scaled)
 GE0283
 GE0283                          SUPERSEDED SURVEY CONTROL
 GE0283
 GE0283  NGVD 29 (??/??/92)   85.004  (m)          278.88   (f) ADJ UNCH    1 2
 GE0283
 GE0283.Superseded values are not recommended for survey control.
 GE0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0283.See file dsdata.txt to determine how the superseded data were derived.
 GE0283
 GE0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA825148(NAD 83)
 GE0283_MARKER: DB = BENCH MARK DISK
 GE0283_SETTING: 66 = SET IN ROCK OUTCROP
 GE0283_SP_SET: ROCK OUTCROP
 GE0283_STAMPING: 278.887 B 26 1932
 GE0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0283+STABILITY: POSITION/ELEVATION WELL
 GE0283
 GE0283  HISTORY     - Date     Condition        Report By
 GE0283  HISTORY     - 1932     MONUMENTED       CGS
 GE0283  HISTORY     - 1943     GOOD             NGS
 GE0283
 GE0283                          STATION DESCRIPTION
 GE0283
 GE0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GE0283'AT POCAHONTAS.
 GE0283'AT POCAHONTAS, RANDOLPH COUNTY ON THE ST. LOUIS-SAN FRANCISCO
 GE0283'RAILWAY, 150 FEET NORTHEAST OF THE NORTHEAST FACE OF THE STATION,
 GE0283'150 FEET NORTH OF MILEPOST 245, 200 FEET WEST ALONG A SWITCH
 GE0283'TRACK FROM THE RAILROAD WATER TANK, 40 FEET NORTHWEST OF THE
 GE0283'MAIN-TRACK, 6 FEET NORTHWEST OF THE SWITCH TRACK, AND IN THE TOP
 GE0283'OF A ROCK OUT CROP.  A STANDARD DISK, STAMPED 278.887 B 26 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1574 ***********************************************************************
 FF1574  DESIGNATION -  B 26
 FF1574  PID         -  FF1574
 FF1574  STATE/COUNTY-  AR/IZARD
 FF1574  USGS QUAD   -  GUION (1964)
 FF1574
 FF1574                         *CURRENT SURVEY CONTROL
 FF1574  ___________________________________________________________________
 FF1574* NAD 83(1986)-  35 56 13.     (N)    091 59 18.     (W)     SCALED    
 FF1574* NAVD 88     -        96.147  (meters)     315.44   (feet)  ADJUSTED  
 FF1574  ___________________________________________________________________
 FF1574  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF1574  DYNAMIC HT  -          96.066 (meters)     315.18  (feet)  COMP
 FF1574  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 FF1574
 FF1574  VERT ORDER  -  SECOND    CLASS 0
 FF1574
 FF1574.The horizontal coordinates were scaled from a topographic map and have
 FF1574.an estimated accuracy of +/- 6 seconds.
 FF1574
 FF1574.The orthometric height was determined by differential leveling
 FF1574.and adjusted by the National Geodetic Survey in June 1991..
 FF1574
 FF1574.The geoid height was determined by GEOID03.
 FF1574
 FF1574.The dynamic height is computed by dividing the NAVD 88
 FF1574.geopotential number by the normal gravity value computed on the
 FF1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1574.degrees latitude (g = 980.6199 gals.).
 FF1574
 FF1574.The modeled gravity was interpolated from observed gravity values.
 FF1574
 FF1574;                    North         East    Units  Estimated Accuracy
 FF1574;SPC AR N     -   177,910.      401,050.      MT  (+/- 180 meters Scaled)
 FF1574
 FF1574                          SUPERSEDED SURVEY CONTROL
 FF1574
 FF1574  NGVD 29 (??/??/??)   96.056  (m)          315.14   (f) ADJUSTED    2 0
 FF1574
 FF1574.Superseded values are not recommended for survey control.
 FF1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1574.See file dsdata.txt to determine how the superseded data were derived.
 FF1574
 FF1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV912774(NAD 83)
 FF1574_MARKER: DD = SURVEY DISK
 FF1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1574_STAMPING: B 26 1934
 FF1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1574+STABILITY: SURFACE MOTION
 FF1574
 FF1574  HISTORY     - Date     Condition        Report By
 FF1574  HISTORY     - 1934     MONUMENTED       ARGS
 FF1574  HISTORY     - 1934     GOOD             CGS
 FF1574  HISTORY     - 1961     MARK NOT FOUND   CGS
 FF1574
 FF1574                          STATION DESCRIPTION
 FF1574
 FF1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1574'3.3 MI NW FROM GUION.
 FF1574'3.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1574'SILICA PRODUCTS CO. PLANT AT GUION, IZARD COUNTY, AT THE SPUR AT
 FF1574'BROTHERS, IN THE SE. 1/4 OF THE SE. 1/4 OF SEC. 19, T. 14 N.,
 FF1574'R. 9 W., 11.3 FEET SOUTHEAST OF THE SEVENTEENTH POLE NORTHWEST OF
 FF1574'MILEPOST 315, 113 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FF1574'STATION, 138 FEET FROM THE NORTH END OF BRIDGE 42, 22 FEET NORTHWEST
 FF1574'OF THE CENTER LINE OF THE MAIN TRACK, AND 14 FEET SOUTHWEST OF
 FF1574'THE END OF THE SPUR TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 FF1574'B 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1574
 FF1574                          STATION RECOVERY (1961)
 FF1574
 FF1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FF1574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1178 ***********************************************************************
 DL1178  DESIGNATION -  B 260
 DL1178  PID         -  DL1178
 DL1178  STATE/COUNTY-  AR/MILLER
 DL1178  USGS QUAD   -  FULTON (1975)
 DL1178
 DL1178                         *CURRENT SURVEY CONTROL
 DL1178  ___________________________________________________________________
 DL1178* NAD 83(1986)-  33 33 42.     (N)    093 51 44.     (W)     SCALED    
 DL1178* NAVD 88     -        79.355  (meters)     260.35   (feet)  ADJUSTED  
 DL1178  ___________________________________________________________________
 DL1178  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DL1178  DYNAMIC HT  -          79.271 (meters)     260.07  (feet)  COMP
 DL1178  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 DL1178
 DL1178  VERT ORDER  -  FIRST     CLASS I
 DL1178
 DL1178.The horizontal coordinates were scaled from a topographic map and have
 DL1178.an estimated accuracy of +/- 6 seconds.
 DL1178
 DL1178.The orthometric height was determined by differential leveling
 DL1178.and adjusted by the National Geodetic Survey in June 1991..
 DL1178
 DL1178.The geoid height was determined by GEOID03.
 DL1178
 DL1178.The dynamic height is computed by dividing the NAVD 88
 DL1178.geopotential number by the normal gravity value computed on the
 DL1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1178.degrees latitude (g = 980.6199 gals.).
 DL1178
 DL1178.The modeled gravity was interpolated from observed gravity values.
 DL1178
 DL1178;                    North         East    Units  Estimated Accuracy
 DL1178;SPC AR S     -   500,840.      227,100.      MT  (+/- 180 meters Scaled)
 DL1178
 DL1178                          SUPERSEDED SURVEY CONTROL
 DL1178
 DL1178  NGVD 29 (??/??/??)   79.368  (m)          260.39   (f) ADJUSTED    1 1
 DL1178
 DL1178.Superseded values are not recommended for survey control.
 DL1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1178.See file dsdata.txt to determine how the superseded data were derived.
 DL1178
 DL1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT199138(NAD 83)
 DL1178_MARKER: DB = BENCH MARK DISK
 DL1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1178_SP_SET: BOX CULVERT
 DL1178_STAMPING: B 260 1977
 DL1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1178
 DL1178  HISTORY     - Date     Condition        Report By
 DL1178  HISTORY     - 1977     MONUMENTED       NGS
 DL1178
 DL1178                          STATION DESCRIPTION
 DL1178
 DL1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1178'4.5 MI SW FROM FULTON.
 DL1178'1.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END OF
 DL1178'THE BRIDGE OVER THE RED RIVER AT FULTON, THENCE 1.1 MILE SOUTHWEST
 DL1178'ALONG LEVEE, THENCE 0.1 MILE SOUTHEAST TO US HIGHWAY 67, THENCE
 DL1178'1.5 MILE SOUTHWEST ALONG US HIGHWAY 67, SET IN THE TOP OF THE
 DL1178'SOUTHEAST HEADWALL OF A BOX CULVERT AND 28 FEET SOUTHEAST OF THE
 DL1178'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1181 ***********************************************************************
 DL1181  DESIGNATION -  B 261
 DL1181  PID         -  DL1181
 DL1181  STATE/COUNTY-  AR/MILLER
 DL1181  USGS QUAD   -  HOMAN (1975)
 DL1181
 DL1181                         *CURRENT SURVEY CONTROL
 DL1181  ___________________________________________________________________
 DL1181* NAD 83(1986)-  33 31 46.     (N)    093 54 54.     (W)     SCALED    
 DL1181* NAVD 88     -        80.204  (meters)     263.14   (feet)  ADJUSTED  
 DL1181  ___________________________________________________________________
 DL1181  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL1181  DYNAMIC HT  -          80.119 (meters)     262.86  (feet)  COMP
 DL1181  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DL1181
 DL1181  VERT ORDER  -  FIRST     CLASS I
 DL1181
 DL1181.The horizontal coordinates were scaled from a topographic map and have
 DL1181.an estimated accuracy of +/- 6 seconds.
 DL1181
 DL1181.The orthometric height was determined by differential leveling
 DL1181.and adjusted by the National Geodetic Survey in June 1991..
 DL1181
 DL1181.The geoid height was determined by GEOID03.
 DL1181
 DL1181.The dynamic height is computed by dividing the NAVD 88
 DL1181.geopotential number by the normal gravity value computed on the
 DL1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1181.degrees latitude (g = 980.6199 gals.).
 DL1181
 DL1181.The modeled gravity was interpolated from observed gravity values.
 DL1181
 DL1181;                    North         East    Units  Estimated Accuracy
 DL1181;SPC AR S     -   497,360.      222,130.      MT  (+/- 180 meters Scaled)
 DL1181
 DL1181                          SUPERSEDED SURVEY CONTROL
 DL1181
 DL1181  NGVD 29 (??/??/??)   80.218  (m)          263.18   (f) ADJUSTED    1 1
 DL1181
 DL1181.Superseded values are not recommended for survey control.
 DL1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1181.See file dsdata.txt to determine how the superseded data were derived.
 DL1181
 DL1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT150103(NAD 83)
 DL1181_MARKER: DB = BENCH MARK DISK
 DL1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1181_SP_SET: CULVERT HEADWALL
 DL1181_STAMPING: B 261 1977
 DL1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1181
 DL1181  HISTORY     - Date     Condition        Report By
 DL1181  HISTORY     - 1977     MONUMENTED       NGS
 DL1181
 DL1181                          STATION DESCRIPTION
 DL1181
 DL1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1181'8.6 MI SW FROM FULTON.
 DL1181'1.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END
 DL1181'OF BRIDGE OVER THE RED RIVER AT FULTON, THENCE 1.1 MILE SOUTHWEST
 DL1181'ALONG LEVEE, THENCE 0.1 MILE SOUTHEAST TO US HIGHWAY 67, THENCE
 DL1181'5.6 MILES SOUTHWEST ALONG US HIGHWAY 67, SET IN THE TOP OF THE
 DL1181'NORTHWEST HEADWALL OF A CULVERT, 31 FEET NORTHWEST OF THE CENTER
 DL1181'LINE OF HIGHWAY, AND 46 FEET SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0081 ***********************************************************************
 GG0081  DESIGNATION -  B 27
 GG0081  PID         -  GG0081
 GG0081  STATE/COUNTY-  AR/WASHINGTON
 GG0081  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0081
 GG0081                         *CURRENT SURVEY CONTROL
 GG0081  ___________________________________________________________________
 GG0081* NAD 83(1986)-  36 05 42.     (N)    094 09 39.     (W)     SCALED    
 GG0081* NAVD 88     -       382.150  (meters)    1253.77   (feet)  POSTED    
 GG0081  ___________________________________________________________________
 GG0081  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GG0081  DYNAMIC HT  -         381.810 (meters)    1252.65  (feet)  COMP
 GG0081  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 GG0081
 GG0081  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GG0081
 GG0081.The horizontal coordinates were scaled from a topographic map and have
 GG0081.an estimated accuracy of +/- 6 seconds.
 GG0081
 GG0081.The orthometric height was determined by differential leveling
 GG0081.and adjusted by the National Geodetic Survey in 1992..
 GG0081.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GG0081.rate greater than 8.0 mm/km.
 GG0081
 GG0081.The geoid height was determined by GEOID03.
 GG0081
 GG0081.The dynamic height is computed by dividing the NAVD 88
 GG0081.geopotential number by the normal gravity value computed on the
 GG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0081.degrees latitude (g = 980.6199 gals.).
 GG0081
 GG0081.The modeled gravity was interpolated from observed gravity values.
 GG0081
 GG0081;                    North         East    Units  Estimated Accuracy
 GG0081;SPC AR N     -   197,580.      205,430.      MT  (+/- 180 meters Scaled)
 GG0081
 GG0081                          SUPERSEDED SURVEY CONTROL
 GG0081
 GG0081  NGVD 29 (??/??/92)  382.007  (m)         1253.30   (f) ADJ UNCH    1 2
 GG0081
 GG0081.Superseded values are not recommended for survey control.
 GG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0081.See file dsdata.txt to determine how the superseded data were derived.
 GG0081
 GG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV955951(NAD 83)
 GG0081_MARKER: DB = BENCH MARK DISK
 GG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0081_STAMPING: 1253.301 B 27 1932
 GG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0081+STABILITY: SURFACE MOTION
 GG0081
 GG0081  HISTORY     - Date     Condition        Report By
 GG0081  HISTORY     - 1932     MONUMENTED       CGS
 GG0081  HISTORY     - 1961     MARK NOT FOUND   USGS
 GG0081
 GG0081                          STATION DESCRIPTION
 GG0081
 GG0081'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 GG0081'2 MI N FROM FAYETTEVILLE.
 GG0081'2.0 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0081'FAYETTEVILLE, WASHINGTON COUNTY, 18-1/2 POLES SOUTH OF MILEPOST
 GG0081'350, AT A ROAD CROSSING, 35 FEET EAST OF THE TRACK, AND 40 FEET
 GG0081'SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED 1253.301 B 27 1932
 GG0081'AND SET IN THE TOP OF A CONCRETE POST.  NOTE.-- IT WAS REPORTED
 GG0081'IN FEBRUARY 1960 THAT THE MARK WAS HIT BY A BULLDOZER AND WAS
 GG0081'FOUND TO BE SLIGHTLY TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0513 ***********************************************************************
 GG0513  DESIGNATION -  B 27 RESET
 GG0513  PID         -  GG0513
 GG0513  STATE/COUNTY-  AR/WASHINGTON
 GG0513  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0513
 GG0513                         *CURRENT SURVEY CONTROL
 GG0513  ___________________________________________________________________
 GG0513* NAD 83(1986)-  36 05 42.     (N)    094 09 39.     (W)     SCALED    
 GG0513* NAVD 88     -       383.510  (meters)    1258.23   (feet)  ADJUSTED  
 GG0513  ___________________________________________________________________
 GG0513  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GG0513  DYNAMIC HT  -         383.166 (meters)    1257.10  (feet)  COMP
 GG0513  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 GG0513
 GG0513  VERT ORDER  -  FIRST     CLASS II
 GG0513
 GG0513.The horizontal coordinates were scaled from a topographic map and have
 GG0513.an estimated accuracy of +/- 6 seconds.
 GG0513
 GG0513.The orthometric height was determined by differential leveling
 GG0513.and adjusted by the National Geodetic Survey in June 1991..
 GG0513
 GG0513.The geoid height was determined by GEOID03.
 GG0513
 GG0513.The dynamic height is computed by dividing the NAVD 88
 GG0513.geopotential number by the normal gravity value computed on the
 GG0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0513.degrees latitude (g = 980.6199 gals.).
 GG0513
 GG0513.The modeled gravity was interpolated from observed gravity values.
 GG0513
 GG0513;                    North         East    Units  Estimated Accuracy
 GG0513;SPC AR N     -   197,580.      205,430.      MT  (+/- 180 meters Scaled)
 GG0513
 GG0513                          SUPERSEDED SURVEY CONTROL
 GG0513
 GG0513  NGVD 29 (10/05/93)  383.348  (m)         1257.70   (f) ADJUSTED    1 2
 GG0513
 GG0513.Superseded values are not recommended for survey control.
 GG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0513.See file dsdata.txt to determine how the superseded data were derived.
 GG0513
 GG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV955951(NAD 83)
 GG0513_MARKER: DV = VERTICAL CONTROL DISK
 GG0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0513_SP_SET: CONCRETE POST
 GG0513_STAMPING: B 27 RESET 1977
 GG0513_MARK LOGO: NGS   
 GG0513_PROJECTION: FLUSH
 GG0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0513+STABILITY: SURFACE MOTION
 GG0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0513+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1989
 GG0513
 GG0513  HISTORY     - Date     Condition        Report By
 GG0513  HISTORY     - 1977     MONUMENTED       ARHD
 GG0513  HISTORY     - 19891114 GOOD             NGS
 GG0513  HISTORY     - 19961102 GOOD             USPSQD
 GG0513
 GG0513                          STATION DESCRIPTION
 GG0513
 GG0513'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1977
 GG0513'IN FAYETTEVILLE.
 GG0513'LOCATED 347 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 GG0513'ARKANSAS HIGHWAY NO 180 AND GREGG AVENUE, AND 40 FEET ROUTE OF THE
 GG0513'CENTERLINE OF GREGG AVENUE, ALL IN FAYETTEVILLE CITY LIMITS,
 GG0513'AT THE NORTHWEST CORNER OF SOUTHWESTERN ELECTRIC POWER COMPANYS
 GG0513'LOT AND ON THE WEST SIDE OF THEIR 6.0 FEET CHAIN LINK FENCE.
 GG0513
 GG0513                          STATION RECOVERY (1989)
 GG0513
 GG0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0513'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 GG0513'FAYETTEVILLE, AT THE INTERSECTION OF STATE HIGHWAY 180 AND GREGG
 GG0513'AVENUE, 105.7 M (346.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GG0513'17.1 M (56.1 FT) EAST OF THE CENTER OF THE AVENUE, 0.8 M (2.6 FT)
 GG0513'SOUTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE AROUND THE
 GG0513'SOUTHWESTERN ELECTRIC AND POWER COMPANY MAINTENANCE YARD, 0.3 M (1.0
 GG0513'FT) WEST OF THE FENCE, AND LEVEL WITH THE AVENUE.
 GG0513
 GG0513                          STATION RECOVERY (1996)
 GG0513
 GG0513'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0031 ***********************************************************************
 FH0031  DESIGNATION -  B 28
 FH0031  PID         -  FH0031
 FH0031  STATE/COUNTY-  AR/CRAWFORD
 FH0031  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0031
 FH0031                         *CURRENT SURVEY CONTROL
 FH0031  ___________________________________________________________________
 FH0031* NAD 83(1986)-  35 40 46.     (N)    094 10 29.     (W)     SCALED    
 FH0031* NAVD 88     -       257.513  (meters)     844.86   (feet)  ADJUSTED  
 FH0031  ___________________________________________________________________
 FH0031  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FH0031  DYNAMIC HT  -         257.275 (meters)     844.08  (feet)  COMP
 FH0031  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 FH0031
 FH0031  VERT ORDER  -  FIRST     CLASS II
 FH0031
 FH0031.The horizontal coordinates were scaled from a topographic map and have
 FH0031.an estimated accuracy of +/- 6 seconds.
 FH0031
 FH0031.The orthometric height was determined by differential leveling
 FH0031.and adjusted by the National Geodetic Survey in June 1991..
 FH0031
 FH0031.The geoid height was determined by GEOID03.
 FH0031
 FH0031.The dynamic height is computed by dividing the NAVD 88
 FH0031.geopotential number by the normal gravity value computed on the
 FH0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0031.degrees latitude (g = 980.6199 gals.).
 FH0031
 FH0031.The modeled gravity was interpolated from observed gravity values.
 FH0031
 FH0031;                    North         East    Units  Estimated Accuracy
 FH0031;SPC AR N     -   151,510.      203,160.      MT  (+/- 180 meters Scaled)
 FH0031
 FH0031                          SUPERSEDED SURVEY CONTROL
 FH0031
 FH0031  NGVD 29 (??/??/92)  257.389  (m)          844.45   (f) ADJ UNCH    1 2
 FH0031
 FH0031.Superseded values are not recommended for survey control.
 FH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0031.See file dsdata.txt to determine how the superseded data were derived.
 FH0031
 FH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV936490(NAD 83)
 FH0031_MARKER: DB = BENCH MARK DISK
 FH0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0031_SP_SET: CONCRETE POST
 FH0031_STAMPING: B 28 1932 844.450
 FH0031_MARK LOGO: CGS   
 FH0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0031+STABILITY: SURFACE MOTION
 FH0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0031+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 FH0031
 FH0031  HISTORY     - Date     Condition        Report By
 FH0031  HISTORY     - 1932     MONUMENTED       CGS
 FH0031  HISTORY     - 1959     GOOD             NGS
 FH0031  HISTORY     - 19891109 GOOD             NGS
 FH0031  HISTORY     - 20050108 GOOD             GEOCAC
 FH0031
 FH0031                          STATION DESCRIPTION
 FH0031
 FH0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0031'AT CHESTER.
 FH0031'AT CHESTER, CRAWFORD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 FH0031'RAILWAY, AT POLE 386+4, 100 FEET NORTHWEST OF THE WATERTANK,
 FH0031'AT THE SOUTHEAST CORNER OF A SECTION HOUSE, AND 40 FEET WEST OF
 FH0031'THE MAIN TRACK.  A STANDARD DISK, STAMPED 844.450 B 28 19L2 AND
 FH0031'SET IN THE TOP OF A CONCRETE POST.  THIS MARK RECOVERED ABOUT
 FH0031'OPPOSITE OF A ROCK STORE BUILDING, 40 FEET SOUTHWEST OF THE
 FH0031'CENTERLINE OF THE MAIN TRACKS, ABOUT 15 FEET SOUTH OF POLE
 FH0031'386+4 AND ABOUT 2-1/2 FEET SOUTHWEST OF A FENCE POST.
 FH0031
 FH0031                          STATION RECOVERY (1989)
 FH0031
 FH0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0031'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CHESTER,
 FH0031'AT THE INTERSECTION OF STATE HIGHWAY 282 AND WRIGHT STREET, 28.8 M
 FH0031'(94.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24.7 M (81.0
 FH0031'FT) NORTHWEST OF THE EXTENDED CENTER OF THE STREET, 16.8 M (55.1 FT)
 FH0031'NORTHWEST OF THE CENTER OF A DIRT ROAD, 9.2 M (30.2 FT) SOUTHWEST OF
 FH0031'THE NEAR RAIL OF A SPUR TRACK, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS
 FH0031'POST, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE
 FH0031'THE GROUND SURFACE.
 FH0031
 FH0031                          STATION RECOVERY (2005)
 FH0031
 FH0031'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FH0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0062 ***********************************************************************
 FG0062  DESIGNATION -  B 28
 FG0062  PID         -  FG0062
 FG0062  STATE/COUNTY-  AR/IZARD
 FG0062  USGS QUAD   -  SYLAMORE (1975)
 FG0062
 FG0062                         *CURRENT SURVEY CONTROL
 FG0062  ___________________________________________________________________
 FG0062* NAD 83(1986)-  35 55 46.     (N)    092 05 49.     (W)     SCALED    
 FG0062* NAVD 88     -       101.635  (meters)     333.45   (feet)  ADJUSTED  
 FG0062  ___________________________________________________________________
 FG0062  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FG0062  DYNAMIC HT  -         101.546 (meters)     333.16  (feet)  COMP
 FG0062  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 FG0062
 FG0062  VERT ORDER  -  SECOND    CLASS 0
 FG0062
 FG0062.The horizontal coordinates were scaled from a topographic map and have
 FG0062.an estimated accuracy of +/- 6 seconds.
 FG0062
 FG0062.The orthometric height was determined by differential leveling
 FG0062.and adjusted by the National Geodetic Survey in June 1991..
 FG0062
 FG0062.The geoid height was determined by GEOID03.
 FG0062
 FG0062.The dynamic height is computed by dividing the NAVD 88
 FG0062.geopotential number by the normal gravity value computed on the
 FG0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0062.degrees latitude (g = 980.6199 gals.).
 FG0062
 FG0062.The modeled gravity was interpolated from observed gravity values.
 FG0062
 FG0062;                    North         East    Units  Estimated Accuracy
 FG0062;SPC AR N     -   177,080.      391,250.      MT  (+/- 180 meters Scaled)
 FG0062
 FG0062                          SUPERSEDED SURVEY CONTROL
 FG0062
 FG0062  NGVD 29 (??/??/92)  101.536  (m)          333.12   (f) ADJ UNCH    2 0
 FG0062
 FG0062.Superseded values are not recommended for survey control.
 FG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0062.See file dsdata.txt to determine how the superseded data were derived.
 FG0062
 FG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV814765(NAD 83)
 FG0062_MARKER: DB = BENCH MARK DISK
 FG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0062_STAMPING: B 28 1943
 FG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0062+STABILITY: SURFACE MOTION
 FG0062
 FG0062  HISTORY     - Date     Condition        Report By
 FG0062  HISTORY     - 1934     MONUMENTED       CGS
 FG0062  HISTORY     - 1962     MARK NOT FOUND   USGS
 FG0062
 FG0062                          STATION DESCRIPTION
 FG0062
 FG0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0062'1.4 MI SE FROM SYLAMORE.
 FG0062'ABOUT 0.14 MILE EAST OF MISSOURI PACIFIC STATION AT RUDDELLS.  T.15,
 FG0062'N, R 10 W, N.W. 1/4 OF N.E. 1/4 OF SEC. 30. 10.4 FEET NORTH OF
 FG0062'CENTERLINE OF MAIN TRACK. 14 FEET SOUTH AND 63 FEET WEST OF SOUTHWEST
 FG0062'CORNER OF CORRUGATED IRON WAREHOUSE.  190 FEET EAST OF EAST END OF
 FG0062'RAILROAD BRIDGE NO. 51.
 FG0062
 FG0062                          STATION RECOVERY (1962)
 FG0062
 FG0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FG0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1606 ***********************************************************************
 EJ1606  DESIGNATION -  B 287
 EJ1606  PID         -  EJ1606
 EJ1606  STATE/COUNTY-  AR/PULASKI
 EJ1606  USGS QUAD   -  SWEET HOME (1986)
 EJ1606
 EJ1606                         *CURRENT SURVEY CONTROL
 EJ1606  ___________________________________________________________________
 EJ1606* NAD 83(1986)-  34 44 03.     (N)    092 14 50.     (W)     SCALED    
 EJ1606* NAVD 88     -        77.392  (meters)     253.91   (feet)  ADJUSTED  
 EJ1606  ___________________________________________________________________
 EJ1606  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EJ1606  DYNAMIC HT  -          77.320 (meters)     253.67  (feet)  COMP
 EJ1606  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EJ1606
 EJ1606  VERT ORDER  -  FIRST     CLASS II
 EJ1606
 EJ1606.The horizontal coordinates were scaled from a topographic map and have
 EJ1606.an estimated accuracy of +/- 6 seconds.
 EJ1606
 EJ1606.The orthometric height was determined by differential leveling
 EJ1606.and adjusted by the National Geodetic Survey in June 1991..
 EJ1606
 EJ1606.The geoid height was determined by GEOID03.
 EJ1606
 EJ1606.The dynamic height is computed by dividing the NAVD 88
 EJ1606.geopotential number by the normal gravity value computed on the
 EJ1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1606.degrees latitude (g = 980.6199 gals.).
 EJ1606
 EJ1606.The modeled gravity was interpolated from observed gravity values.
 EJ1606
 EJ1606;                    North         East    Units  Estimated Accuracy
 EJ1606;SPC AR S     -   629,350.      377,360.      MT  (+/- 180 meters Scaled)
 EJ1606
 EJ1606                          SUPERSEDED SURVEY CONTROL
 EJ1606
 EJ1606.No superseded survey control is available for this station.
 EJ1606
 EJ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU689438(NAD 83)
 EJ1606_MARKER: I = METAL ROD
 EJ1606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1606_SP_SET: STAINLESS STEEL ROD
 EJ1606_STAMPING: B 287 1984
 EJ1606_MARK LOGO: NGS   
 EJ1606_PROJECTION: FLUSH
 EJ1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1606+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 EJ1606_ROD/PIPE-DEPTH: 21.9 meters
 EJ1606
 EJ1606  HISTORY     - Date     Condition        Report By
 EJ1606  HISTORY     - 1984     MONUMENTED       NGS
 EJ1606  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ1606  HISTORY     - 19920902 GOOD             USPSQD
 EJ1606  HISTORY     - 20060330 GOOD             ARHD
 EJ1606
 EJ1606                          STATION DESCRIPTION
 EJ1606
 EJ1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1606'IN LITTLE ROCK.
 EJ1606'IN LITTLE ROCK, AT THE INTERSECTION OF BOND STREET AND EAST 14TH
 EJ1606'STREET, SET EAST OF THE SOUTHWEST CORNER OF AN 8 FOOT HIGH SECURITY
 EJ1606'CHAIN LINK FENCE, 29.56 METERS (97.0 FT) NORTHEAST OF THE CENTER LINE
 EJ1606'OF BOND STREET, 0.60 METERS (2.0 FT) SOUTH OF THE EXTENDED CENTER LINE
 EJ1606'OF EAST 14TH STREET, 9.38 METERS (30.8 FT) NORTHWEST OF THE NORTHWEST
 EJ1606'CORNER OF A SECURITY FENCE AROUND A U.S. GOVERNMENT AEONOMETER (WIND
 EJ1606'VELOCITY STATION), 9.23 METERS (30.3 FT) EAST OF THE SOUTHWEST CORNER
 EJ1606'OF THE 8 FOOT HIGH SECURITY FENCE, 3.9 METERS (12.8 FT) EAST-NORTHEAST
 EJ1606'OF A POWER LINE POLE WITH TRANSFORMER, AND 0.27 METERS (0.9 FT) SOUTH
 EJ1606'OF THE EAST-WEST SECURITY FENCE.  NOTE, ROD WAS DRIVEN TO REFUSAL AND
 EJ1606'ANCHORED AT THIS DEPTH.
 EJ1606'THE MARK IS 0.28 METERS  SW FROM A WITNESS POST.
 EJ1606'THE MARK IS 0.3 M BELOW BOND STREET.
 EJ1606
 EJ1606                          STATION RECOVERY (1988)
 EJ1606
 EJ1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1606'MARK NOT FOUND.
 EJ1606
 EJ1606                          STATION RECOVERY (1992)
 EJ1606
 EJ1606'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1606'RECOVERED IN GOOD CONDITION.
 EJ1606
 EJ1606                          STATION RECOVERY (2006)
 EJ1606
 EJ1606'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (TPS)
 EJ1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1639 ***********************************************************************
 EJ1639  DESIGNATION -  B 288
 EJ1639  PID         -  EJ1639
 EJ1639  STATE/COUNTY-  AR/JEFFERSON
 EJ1639  USGS QUAD   -  REDFIELD (1984)
 EJ1639
 EJ1639                         *CURRENT SURVEY CONTROL
 EJ1639  ___________________________________________________________________
 EJ1639* NAD 83(1986)-  34 23 11.     (N)    092 09 58.     (W)     SCALED    
 EJ1639* NAVD 88     -       104.900  (meters)     344.16   (feet)  ADJUSTED  
 EJ1639  ___________________________________________________________________
 EJ1639  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1639  DYNAMIC HT  -         104.799 (meters)     343.83  (feet)  COMP
 EJ1639  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 EJ1639
 EJ1639  VERT ORDER  -  FIRST     CLASS II
 EJ1639
 EJ1639.The horizontal coordinates were scaled from a topographic map and have
 EJ1639.an estimated accuracy of +/- 6 seconds.
 EJ1639
 EJ1639.The orthometric height was determined by differential leveling
 EJ1639.and adjusted by the National Geodetic Survey in June 1991..
 EJ1639
 EJ1639.The geoid height was determined by GEOID03.
 EJ1639
 EJ1639.The dynamic height is computed by dividing the NAVD 88
 EJ1639.geopotential number by the normal gravity value computed on the
 EJ1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1639.degrees latitude (g = 980.6199 gals.).
 EJ1639
 EJ1639.The modeled gravity was interpolated from observed gravity values.
 EJ1639
 EJ1639;                    North         East    Units  Estimated Accuracy
 EJ1639;SPC AR S     -   590,750.      384,730.      MT  (+/- 180 meters Scaled)
 EJ1639
 EJ1639                          SUPERSEDED SURVEY CONTROL
 EJ1639
 EJ1639.No superseded survey control is available for this station.
 EJ1639
 EJ1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU766053(NAD 83)
 EJ1639_MARKER: I = METAL ROD
 EJ1639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1639_SP_SET: STAINLESS STEEL ROD
 EJ1639_STAMPING: B 288 1984
 EJ1639_MARK LOGO: NGS   
 EJ1639_PROJECTION: FLUSH
 EJ1639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1639_ROD/PIPE-DEPTH: 4.45 meters
 EJ1639
 EJ1639  HISTORY     - Date     Condition        Report By
 EJ1639  HISTORY     - 1984     MONUMENTED       NGS
 EJ1639  HISTORY     - 1988     GOOD             USPSQD
 EJ1639  HISTORY     - 1989     GOOD             USPSQD
 EJ1639  HISTORY     - 1990     GOOD             USPSQD
 EJ1639  HISTORY     - 19980801 GOOD             NRCS
 EJ1639
 EJ1639                          STATION DESCRIPTION
 EJ1639
 EJ1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1639'0.5 KM (6.3 MI) NORTH FROM JEFFERSON.
 EJ1639'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1639'JEFFERSON, AT A PAVED SIDE ROAD LEADING EAST (JEFFERSON RIVER ROAD),
 EJ1639'10.0 KM (6.2 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE JUNCTION OF
 EJ1639'STATE HIGHWAY 46 IN REDFIELD, 13.95 METERS (45.8 FT) WEST OF THE
 EJ1639'CENTER LINE OF THE HIGHWAY, 4.93 METERS (16.2 FT) SOUTH OF AN EXTENDED
 EJ1639'CENTER LINE OF JEFFERSON RIVER ROAD LEADING EAST, 4.57 METERS
 EJ1639'(15.0 FT) WEST-NORTHWEST OF THE NORTH END OF A METAL CULVERT, AND
 EJ1639'0.67 METERS (2.2 FT) NORTH OF A POWER LINE POLE.  NOTE ROD DRIVEN TO
 EJ1639'REFUSAL AND ANCHORED AT THIS DEPTH.
 EJ1639'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EJ1639'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1639
 EJ1639                          STATION RECOVERY (1988)
 EJ1639
 EJ1639'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1639'RECOVERED IN GOOD CONDITION.
 EJ1639
 EJ1639                          STATION RECOVERY (1989)
 EJ1639
 EJ1639'RECOVERY NOTE BY US POWER SQUADRON 1989 (DAN)
 EJ1639'RECOVERED IN GOOD CONDITION.
 EJ1639
 EJ1639                          STATION RECOVERY (1990)
 EJ1639
 EJ1639'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1639'RECOVERED IN GOOD CONDITION.
 EJ1639
 EJ1639                          STATION RECOVERY (1998)
 EJ1639
 EJ1639'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EJ1639'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2578 ***********************************************************************
 EH2578  DESIGNATION -  B 289
 EH2578  PID         -  EH2578
 EH2578  STATE/COUNTY-  AR/JEFFERSON
 EH2578  USGS QUAD   -  LADD (1975)
 EH2578
 EH2578                         *CURRENT SURVEY CONTROL
 EH2578  ___________________________________________________________________
 EH2578* NAD 83(1986)-  34 11 41.     (N)    091 57 25.     (W)     SCALED    
 EH2578* NAVD 88     -        62.832  (meters)     206.14   (feet)  ADJUSTED  
 EH2578  ___________________________________________________________________
 EH2578  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH2578  DYNAMIC HT  -          62.771 (meters)     205.94  (feet)  COMP
 EH2578  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 EH2578
 EH2578  VERT ORDER  -  FIRST     CLASS II
 EH2578
 EH2578.The horizontal coordinates were scaled from a topographic map and have
 EH2578.an estimated accuracy of +/- 6 seconds.
 EH2578
 EH2578.The orthometric height was determined by differential leveling
 EH2578.and adjusted by the National Geodetic Survey in June 1991..
 EH2578
 EH2578.The geoid height was determined by GEOID03.
 EH2578
 EH2578.The dynamic height is computed by dividing the NAVD 88
 EH2578.geopotential number by the normal gravity value computed on the
 EH2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2578.degrees latitude (g = 980.6199 gals.).
 EH2578
 EH2578.The modeled gravity was interpolated from observed gravity values.
 EH2578
 EH2578;                    North         East    Units  Estimated Accuracy
 EH2578;SPC AR S     -   569,480.      403,970.      MT  (+/- 180 meters Scaled)
 EH2578
 EH2578                          SUPERSEDED SURVEY CONTROL
 EH2578
 EH2578.No superseded survey control is available for this station.
 EH2578
 EH2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT961842(NAD 83)
 EH2578_MARKER: I = METAL ROD
 EH2578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2578_SP_SET: STAINLESS STEEL ROD
 EH2578_STAMPING: B 289 1984
 EH2578_MARK LOGO: NGS   
 EH2578_PROJECTION: FLUSH
 EH2578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2578_ROD/PIPE-DEPTH: 24.4 meters
 EH2578
 EH2578  HISTORY     - Date     Condition        Report By
 EH2578  HISTORY     - 1984     MONUMENTED       NGS
 EH2578  HISTORY     - 1988     GOOD             USPSQD
 EH2578  HISTORY     - 1989     GOOD             USPSQD
 EH2578  HISTORY     - 1989     GOOD             USPSQD
 EH2578  HISTORY     - 1990     GOOD             USPSQD
 EH2578
 EH2578                          STATION DESCRIPTION
 EH2578
 EH2578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2578'6.3 KM (3.9 MI) SE FROM PINE BLUFF.
 EH2578'0.2 KM (0.1 MI) SOUTH ALONG ALABAMA STREET FROM THE UNION STATION
 EH2578'RESTAURANT (OLD UNION STATION) IN PINE BLUFF, THENCE 1.1 KM (0.7 MI)
 EH2578'EAST ALONG SIXTH STREET, THENCE 1.2 KM (0.75 MI) SOUTH ALONG OHIO
 EH2578'STREET, THENCE 3.8 KM (2.35 MI) SOUTHEAST ALONG EAST HARDING STREET
 EH2578'(U.S. HIGHWAY 65 BUSINESS), NEAR THE SOUTH SIDE OF THE ROAD, SET AT A
 EH2578'NORTHWEST-SOUTHEAST FENCE LINE, 22.55 METERS (74.0 FT) SOUTHWEST OF
 EH2578'THE CENTER OF U.S. HIGHWAY 65, 20.11 METERS (66.0 FT) NORTH OF THE
 EH2578'NORTHWEST CORNER OF A BRICK BUILDING (MOTORWAY GAS STATION),
 EH2578'3.35 METERS (11.0 FT) WEST OF POWER LINE POLE NUMBER 63, 3.35 METERS
 EH2578'(11.0 FT) NORTH-NORTHWEST OF A FENCE CORNER, 1.21 METERS (4.0 FT)
 EH2578'SOUTH OF A GUY CABLE ANCHOR, AND 0.3 METER (1.0 FT) NORTH-NORTHEAST OF
 EH2578'A FENCE POLE IN THE FENCE LINE.  NOTE, ROD ANCHORED AT THIS DEPTH.
 EH2578'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 EH2578'THE MARK IS 1.0 M BELOW U.S. HIGHWAY 65.
 EH2578
 EH2578                          STATION RECOVERY (1988)
 EH2578
 EH2578'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2578'RECOVERED IN GOOD CONDITION.
 EH2578
 EH2578                          STATION RECOVERY (1989)
 EH2578
 EH2578'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EH2578'RECOVERED IN GOOD CONDITION.
 EH2578
 EH2578                          STATION RECOVERY (1989)
 EH2578
 EH2578'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2578'RECOVERED IN GOOD CONDITION.
 EH2578
 EH2578                          STATION RECOVERY (1990)
 EH2578
 EH2578'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0168 ***********************************************************************
 FH0168  DESIGNATION -  B 29
 FH0168  PID         -  FH0168
 FH0168  STATE/COUNTY-  AR/CRAWFORD
 FH0168  USGS QUAD   -  ALMA (1987)
 FH0168
 FH0168                         *CURRENT SURVEY CONTROL
 FH0168  ___________________________________________________________________
 FH0168* NAD 83(1986)-  35 29 01.     (N)    094 11 03.     (W)     SCALED    
 FH0168* NAVD 88     -       129.616  (meters)     425.25   (feet)  ADJUSTED  
 FH0168  ___________________________________________________________________
 FH0168  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 FH0168  DYNAMIC HT  -         129.496 (meters)     424.85  (feet)  COMP
 FH0168  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 FH0168
 FH0168  VERT ORDER  -  FIRST     CLASS II
 FH0168
 FH0168.The horizontal coordinates were scaled from a topographic map and have
 FH0168.an estimated accuracy of +/- 6 seconds.
 FH0168
 FH0168.The orthometric height was determined by differential leveling
 FH0168.and adjusted by the National Geodetic Survey in June 1991..
 FH0168
 FH0168.The geoid height was determined by GEOID03.
 FH0168
 FH0168.The dynamic height is computed by dividing the NAVD 88
 FH0168.geopotential number by the normal gravity value computed on the
 FH0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0168.degrees latitude (g = 980.6199 gals.).
 FH0168
 FH0168.The modeled gravity was interpolated from observed gravity values.
 FH0168
 FH0168;                    North         East    Units  Estimated Accuracy
 FH0168;SPC AR N     -   129,810.      201,820.      MT  (+/- 180 meters Scaled)
 FH0168
 FH0168                          SUPERSEDED SURVEY CONTROL
 FH0168
 FH0168  NGVD 29 (??/??/92)  129.542  (m)          425.01   (f) ADJ UNCH    1 2
 FH0168
 FH0168.Superseded values are not recommended for survey control.
 FH0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0168.See file dsdata.txt to determine how the superseded data were derived.
 FH0168
 FH0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV925273(NAD 83)
 FH0168_MARKER: DB = BENCH MARK DISK
 FH0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0168_STAMPING: 425.006 B 29 1932
 FH0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0168+STABILITY: SURFACE MOTION
 FH0168
 FH0168  HISTORY     - Date     Condition        Report By
 FH0168  HISTORY     - 1932     MONUMENTED       CGS
 FH0168  HISTORY     - 1967     MARK NOT FOUND   USGS
 FH0168
 FH0168                          STATION DESCRIPTION
 FH0168
 FH0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FH0168'2 MI E FROM ALMA.
 FH0168'ABOUT 2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FH0168'ALMA, CRAWFORD COUNTY, ABOUT 12-1/2 POLES WEST OF MILEPOST 487,
 FH0168'AT A ROAD CROSSING, 35 FEET SOUTH OF THE TRACK, 30 FEET NORTH
 FH0168'OF THE ROAD PARALLELING THE TRACK, AND 20 FEET EAST OF THE CROSS
 FH0168'ROAD.  A STANDARD DISK, STAMPED 425.006 B 29 1932 AND SET IN
 FH0168'THE TOP OF A CONCRETE POST.
 FH0168
 FH0168                          STATION RECOVERY (1967)
 FH0168
 FH0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1659 ***********************************************************************
 EJ1659  DESIGNATION -  B 290
 EJ1659  PID         -  EJ1659
 EJ1659  STATE/COUNTY-  AR/PULASKI
 EJ1659  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1659
 EJ1659                         *CURRENT SURVEY CONTROL
 EJ1659  ___________________________________________________________________
 EJ1659* NAD 83(1986)-  34 45 55.     (N)    092 16 46.     (W)     SCALED    
 EJ1659* NAVD 88     -        79.457  (meters)     260.69   (feet)  ADJUSTED  
 EJ1659  ___________________________________________________________________
 EJ1659  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ1659  DYNAMIC HT  -          79.384 (meters)     260.45  (feet)  COMP
 EJ1659  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 EJ1659
 EJ1659  VERT ORDER  -  FIRST     CLASS II
 EJ1659
 EJ1659.The horizontal coordinates were scaled from a topographic map and have
 EJ1659.an estimated accuracy of +/- 6 seconds.
 EJ1659
 EJ1659.The orthometric height was determined by differential leveling
 EJ1659.and adjusted by the National Geodetic Survey in June 1991..
 EJ1659
 EJ1659.The geoid height was determined by GEOID03.
 EJ1659
 EJ1659.The dynamic height is computed by dividing the NAVD 88
 EJ1659.geopotential number by the normal gravity value computed on the
 EJ1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1659.degrees latitude (g = 980.6199 gals.).
 EJ1659
 EJ1659.The modeled gravity was interpolated from observed gravity values.
 EJ1659
 EJ1659;                    North         East    Units  Estimated Accuracy
 EJ1659;SPC AR S     -   632,810.      374,420.      MT  (+/- 180 meters Scaled)
 EJ1659
 EJ1659                          SUPERSEDED SURVEY CONTROL
 EJ1659
 EJ1659  NGVD 29 (06/07/95)   79.510  (m)          260.86   (f) ADJUSTED    1 2
 EJ1659
 EJ1659.Superseded values are not recommended for survey control.
 EJ1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1659.See file dsdata.txt to determine how the superseded data were derived.
 EJ1659
 EJ1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU659472(NAD 83)
 EJ1659_MARKER: I = METAL ROD
 EJ1659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1659_SP_SET: STAINLESS STEEL ROD
 EJ1659_STAMPING: B 290 1984
 EJ1659_MARK LOGO: NGS   
 EJ1659_PROJECTION: RECESSED 5 CENTIMETERS
 EJ1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1659_ROD/PIPE-DEPTH: 13.4 meters
 EJ1659
 EJ1659  HISTORY     - Date     Condition        Report By
 EJ1659  HISTORY     - 1984     MONUMENTED       NGS
 EJ1659  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ1659  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1659
 EJ1659                          STATION DESCRIPTION
 EJ1659
 EJ1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1659'IN NORTH LITTLE ROCK.
 EJ1659'IN NORTH LITTLE ROCK, SET NEAR THE INTERSECTION OF PIKE AVENUE AND
 EJ1659'WEST 11TH STREET AT THE PROPERTY LINE BETWEEN RANDS IGA INC. AND THE
 EJ1659'KROGERS PLANT, 2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE
 EJ1659'OVERPASS OF INTERSTATE HIGHWAY 40 TO THE MARK ON THE LEFT,
 EJ1659'10.76 METERS (35.3 FT) EAST OF THE CENTERLINE OF PIKE AVENUE,
 EJ1659'30.54 METERS (100.2 FT) WEST OF THE SOUTHWEST CORNER OF THE KROGERS
 EJ1659'SHIPPING PLANT (A LARGE BRICK BUILDING), 24.54 METERS (80.5 FT)
 EJ1659'WEST-NORTHWEST OF THE NORTHWEST CORNER OF RANDS IGA INC. (A LARGE
 EJ1659'CONCRETE BUILDING), 3.96 METERS (13.0 FT) WEST OF A POWERLINE POLE,
 EJ1659'3.75 METERS (12.3 FT) WEST-SOUTHWEST OF A FIRE HYDRANT, AND
 EJ1659'0.31 METERS (1.0 FT) NORTH OF A PIPE FENCE.
 EJ1659'THE MARK IS 0.15 M ABOVE AVENUE.
 EJ1659
 EJ1659                          STATION RECOVERY (1988)
 EJ1659
 EJ1659'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1659'MARK NOT FOUND.
 EJ1659
 EJ1659                          STATION RECOVERY (1989)
 EJ1659
 EJ1659'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1539 ***********************************************************************
 FG1539  DESIGNATION -  B 291
 FG1539  PID         -  FG1539
 FG1539  STATE/COUNTY-  AR/FAULKNER
 FG1539  USGS QUAD   -  CONWAY (1994)
 FG1539
 FG1539                         *CURRENT SURVEY CONTROL
 FG1539  ___________________________________________________________________
 FG1539* NAD 83(1986)-  35 04 36.     (N)    092 26 04.     (W)     SCALED    
 FG1539* NAVD 88     -        91.423  (meters)     299.94   (feet)  ADJUSTED  
 FG1539  ___________________________________________________________________
 FG1539  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG1539  DYNAMIC HT  -          91.337 (meters)     299.66  (feet)  COMP
 FG1539  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FG1539
 FG1539  VERT ORDER  -  FIRST     CLASS II
 FG1539
 FG1539.The horizontal coordinates were scaled from a topographic map and have
 FG1539.an estimated accuracy of +/- 6 seconds.
 FG1539
 FG1539.The orthometric height was determined by differential leveling
 FG1539.and adjusted by the National Geodetic Survey in June 1991..
 FG1539
 FG1539.The geoid height was determined by GEOID03.
 FG1539
 FG1539.The dynamic height is computed by dividing the NAVD 88
 FG1539.geopotential number by the normal gravity value computed on the
 FG1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1539.degrees latitude (g = 980.6199 gals.).
 FG1539
 FG1539.The modeled gravity was interpolated from observed gravity values.
 FG1539
 FG1539;                    North         East    Units  Estimated Accuracy
 FG1539;SPC AR N     -    82,550.      360,380.      MT  (+/- 180 meters Scaled)
 FG1539
 FG1539                          SUPERSEDED SURVEY CONTROL
 FG1539
 FG1539  NGVD 29 (06/07/95)   91.459  (m)          300.06   (f) ADJUSTED    1 2
 FG1539
 FG1539.Superseded values are not recommended for survey control.
 FG1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1539.See file dsdata.txt to determine how the superseded data were derived.
 FG1539
 FG1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU515816(NAD 83)
 FG1539_MARKER: I = METAL ROD
 FG1539_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1539+WITH SETTING: INFORMATION.
 FG1539_SP_SET: SHALLOW SET METAL ROD
 FG1539_STAMPING: B 291 1984
 FG1539_MARK LOGO: NGS   
 FG1539_PROJECTION: RECESSED 2 CENTIMETERS
 FG1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1539+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 FG1539_ROD/PIPE-DEPTH: 1.83 meters
 FG1539
 FG1539  HISTORY     - Date     Condition        Report By
 FG1539  HISTORY     - 1984     MONUMENTED       NGS
 FG1539  HISTORY     - 1988     GOOD             USPSQD
 FG1539  HISTORY     - 1989     GOOD             USPSQD
 FG1539  HISTORY     - 20020717 GOOD             USACE
 FG1539  HISTORY     - 20060925 GOOD             JCLS
 FG1539
 FG1539                          STATION DESCRIPTION
 FG1539
 FG1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1539'IN CONWAY.
 FG1539'IN CONWAY AT THE INTERSECTION OF STATE HIGHWAY 365 AND ROBBINS STREET,
 FG1539'WHICH IS 0.2 KM (0.1 MI) NORTHEAST ALONG MAIN STREET FROM THE POST
 FG1539'OFFICE IN CONWAY, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG CHESTNUT
 FG1539'STREET, THENCE 1.0 KM (0.65 MI) SOUTHEAST ALONG STATE HIGHWAY 365 TO
 FG1539'THE MARK ON THE LEFT, 14.94 METERS (49.0 FT) NORTHEAST OF THE
 FG1539'CENTERLINE OF THE HIGHWAY, 20.09 METERS (65.9 FT) WEST OF THE
 FG1539'SOUTHWEST CORNER OF A ONE LEVEL BRICK BUILDING (AT PRESENT TASTEE
 FG1539'FREEZE), 11.89 METERS (39.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF
 FG1539'THE NORTH DRIVEWAY FOR THE BUILDING, 10.67 METERS (35.0 FT) NORTHWEST
 FG1539'OF THE APPROXIMATE CENTER OF THE SOUTH DRIVEWAY OF THE BUILDING,
 FG1539'5.61 METERS (18.4 FT) NORTH-NORTHEAST OF THE NORTH END OF A METAL PIPE
 FG1539'CULVERT UNDER THE SOUTH DRIVE, AND 0.55 METERS (1.8 FT) SOUTHWEST OF
 FG1539'THE SOUTHWEST EDGE OF A 6 INCH HIGH, 20 FOOT DIAMETER CONCRETE RING
 FG1539'AROUND A TASTEE FREEZE SIGN.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FG1539'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1539
 FG1539                          STATION RECOVERY (1988)
 FG1539
 FG1539'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1539'RECOVERED IN GOOD CONDITION.
 FG1539
 FG1539                          STATION RECOVERY (1989)
 FG1539
 FG1539'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1539'RECOVERED IN GOOD CONDITION.
 FG1539
 FG1539                          STATION RECOVERY (2002)
 FG1539
 FG1539'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 FG1539'THE BUILDING LISTED IN THE DESCRIPTION IS NOW A FISH HOUSE
 FG1539
 FG1539                          STATION RECOVERY (2006)
 FG1539
 FG1539'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FG1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2598 ***********************************************************************
 EH2598  DESIGNATION -  B 292
 EH2598  PID         -  EH2598
 EH2598  STATE/COUNTY-  AR/LINCOLN
 EH2598  USGS QUAD   -  GRADY (1975)
 EH2598
 EH2598                         *CURRENT SURVEY CONTROL
 EH2598  ___________________________________________________________________
 EH2598* NAD 83(1986)-  34 02 48.     (N)    091 38 06.     (W)     SCALED    
 EH2598* NAVD 88     -        53.930  (meters)     176.94   (feet)  ADJUSTED  
 EH2598  ___________________________________________________________________
 EH2598  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EH2598  DYNAMIC HT  -          53.877 (meters)     176.76  (feet)  COMP
 EH2598  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 EH2598
 EH2598  VERT ORDER  -  FIRST     CLASS II
 EH2598
 EH2598.The horizontal coordinates were scaled from a topographic map and have
 EH2598.an estimated accuracy of +/- 6 seconds.
 EH2598
 EH2598.The orthometric height was determined by differential leveling
 EH2598.and adjusted by the National Geodetic Survey in June 1991..
 EH2598
 EH2598.The geoid height was determined by GEOID03.
 EH2598
 EH2598.The dynamic height is computed by dividing the NAVD 88
 EH2598.geopotential number by the normal gravity value computed on the
 EH2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2598.degrees latitude (g = 980.6199 gals.).
 EH2598
 EH2598.The modeled gravity was interpolated from observed gravity values.
 EH2598
 EH2598;                    North         East    Units  Estimated Accuracy
 EH2598;SPC AR S     -   553,120.      433,700.      MT  (+/- 180 meters Scaled)
 EH2598
 EH2598                          SUPERSEDED SURVEY CONTROL
 EH2598
 EH2598.No superseded survey control is available for this station.
 EH2598
 EH2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT259681(NAD 83)
 EH2598_MARKER: I = METAL ROD
 EH2598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2598_SP_SET: STAINLESS STEEL ROD
 EH2598_STAMPING: B 292 1984
 EH2598_MARK LOGO: NGS   
 EH2598_PROJECTION: FLUSH
 EH2598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2598_ROD/PIPE-DEPTH: 20.7 meters
 EH2598
 EH2598  HISTORY     - Date     Condition        Report By
 EH2598  HISTORY     - 1984     MONUMENTED       NGS
 EH2598  HISTORY     - 1988     GOOD             USPSQD
 EH2598  HISTORY     - 1989     GOOD             USPSQD
 EH2598  HISTORY     - 1990     GOOD             USPSQD
 EH2598
 EH2598                          STATION DESCRIPTION
 EH2598
 EH2598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2598'6.8 KM (4.25 MI) SE FROM GRADY.
 EH2598'6.8 KM (4.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2598'IN GRADY, AT A DIAGONAL CROSSROAD, THENCE ABOUT 60.96 METERS
 EH2598'(200.0 FT) SOUTH, CROSSING THE MISSOURI PACIFIC RAILROAD, TO THE MARK
 EH2598'SET IN THE SOUTHWEST RIGHT-OF-WAY FENCE LINE OF THE RAILROAD,
 EH2598'43.89 METERS (144.0 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 EH2598'14.17 METERS (46.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 8.22 METERS
 EH2598'(27.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH,
 EH2598'30.48 METERS (100.0 FT) NORTH-NORTHWEST OF THE NORTH CORNER OF A NINE
 EH2598'FOOT BY NINE FOOT BRICK BUILDING, 16.91 METERS (55.5 FT)
 EH2598'EAST-NORTHEAST OF A POWER LINE JUNCTION POLE, AND 0.24 METERS (0.8 FT)
 EH2598'NORTHEAST OF A BARBED WIRE FENCE.  NOTE, ROD ANCHORED AT THIS DEPTH.
 EH2598'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 EH2598'THE MARK IS 1.00 M BELOW TRACKS.
 EH2598
 EH2598                          STATION RECOVERY (1988)
 EH2598
 EH2598'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2598'RECOVERED IN GOOD CONDITION.
 EH2598
 EH2598                          STATION RECOVERY (1989)
 EH2598
 EH2598'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2598'RECOVERED IN GOOD CONDITION.
 EH2598
 EH2598                          STATION RECOVERY (1990)
 EH2598
 EH2598'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1563 ***********************************************************************
 FG1563  DESIGNATION -  B 293
 FG1563  PID         -  FG1563
 FG1563  STATE/COUNTY-  AR/CONWAY
 FG1563  USGS QUAD   -  MORRILTON WEST (1991)
 FG1563
 FG1563                         *CURRENT SURVEY CONTROL
 FG1563  ___________________________________________________________________
 FG1563* NAD 83(1986)-  35 11 30.     (N)    092 47 47.     (W)     SCALED    
 FG1563* NAVD 88     -        94.337  (meters)     309.50   (feet)  ADJUSTED  
 FG1563  ___________________________________________________________________
 FG1563  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FG1563  DYNAMIC HT  -          94.248 (meters)     309.21  (feet)  COMP
 FG1563  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 FG1563
 FG1563  VERT ORDER  -  FIRST     CLASS II
 FG1563
 FG1563.The horizontal coordinates were scaled from a topographic map and have
 FG1563.an estimated accuracy of +/- 6 seconds.
 FG1563
 FG1563.The orthometric height was determined by differential leveling
 FG1563.and adjusted by the National Geodetic Survey in June 1991..
 FG1563
 FG1563.The geoid height was determined by GEOID03.
 FG1563
 FG1563.The dynamic height is computed by dividing the NAVD 88
 FG1563.geopotential number by the normal gravity value computed on the
 FG1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1563.degrees latitude (g = 980.6199 gals.).
 FG1563
 FG1563.The modeled gravity was interpolated from observed gravity values.
 FG1563
 FG1563;                    North         East    Units  Estimated Accuracy
 FG1563;SPC AR N     -    95,520.      327,470.      MT  (+/- 180 meters Scaled)
 FG1563
 FG1563                          SUPERSEDED SURVEY CONTROL
 FG1563
 FG1563.No superseded survey control is available for this station.
 FG1563
 FG1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU185943(NAD 83)
 FG1563_MARKER: DB = BENCH MARK DISK
 FG1563_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1563_SP_SET: ABUTMENT
 FG1563_STAMPING: B 293 1984
 FG1563_MARK LOGO: NGS   
 FG1563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1563
 FG1563  HISTORY     - Date     Condition        Report By
 FG1563  HISTORY     - 1984     MONUMENTED       NGS
 FG1563  HISTORY     - 1987     GOOD             USPSQD
 FG1563  HISTORY     - 1988     GOOD             USPSQD
 FG1563  HISTORY     - 1989     GOOD             USPSQD
 FG1563  HISTORY     - 1989     GOOD             USPSQD
 FG1563  HISTORY     - 19970319 GOOD             USPSQD
 FG1563
 FG1563                          STATION DESCRIPTION
 FG1563
 FG1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1563'6.8 KM (4.2 MI) NW FROM MORRILTON.
 FG1563'0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 FG1563'MORRILTON, THENCE 6.7 KM (4.15 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO
 FG1563'THE BRIDGE OVER POINT REMOVE CREEK AND THE MARK SET IN THE NORTHEAST
 FG1563'END OF THE SOUTHEAST ABUTMENT OF THE BRIDGE, 6.10 METERS (20.0 FT)
 FG1563'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FG1563'THE MARK IS 0.15 M ABOVE HIGHWAY.
 FG1563
 FG1563                          STATION RECOVERY (1987)
 FG1563
 FG1563'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1563'RECOVERED IN GOOD CONDITION.
 FG1563
 FG1563                          STATION RECOVERY (1988)
 FG1563
 FG1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1563'RECOVERED IN GOOD CONDITION.
 FG1563
 FG1563                          STATION RECOVERY (1989)
 FG1563
 FG1563'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1563'RECOVERED IN GOOD CONDITION.
 FG1563
 FG1563                          STATION RECOVERY (1989)
 FG1563
 FG1563'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1563'RECOVERED IN GOOD CONDITION.
 FG1563
 FG1563                          STATION RECOVERY (1997)
 FG1563
 FG1563'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1601 ***********************************************************************
 FG1601  DESIGNATION -  B 294
 FG1601  PID         -  FG1601
 FG1601  STATE/COUNTY-  AR/POPE
 FG1601  USGS QUAD   -  DELAWARE (1993)
 FG1601
 FG1601                         *CURRENT SURVEY CONTROL
 FG1601  ___________________________________________________________________
 FG1601* NAD 83(1986)-  35 19 54.     (N)    093 17 11.     (W)     SCALED    
 FG1601* NAVD 88     -       117.682  (meters)     386.10   (feet)  ADJUSTED  
 FG1601  ___________________________________________________________________
 FG1601  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 FG1601  DYNAMIC HT  -         117.571 (meters)     385.73  (feet)  COMP
 FG1601  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 FG1601
 FG1601  VERT ORDER  -  FIRST     CLASS II
 FG1601
 FG1601.The horizontal coordinates were scaled from a topographic map and have
 FG1601.an estimated accuracy of +/- 6 seconds.
 FG1601
 FG1601.The orthometric height was determined by differential leveling
 FG1601.and adjusted by the National Geodetic Survey in June 1991..
 FG1601
 FG1601.The geoid height was determined by GEOID03.
 FG1601
 FG1601.The dynamic height is computed by dividing the NAVD 88
 FG1601.geopotential number by the normal gravity value computed on the
 FG1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1601.degrees latitude (g = 980.6199 gals.).
 FG1601
 FG1601.The modeled gravity was interpolated from observed gravity values.
 FG1601
 FG1601;                    North         East    Units  Estimated Accuracy
 FG1601;SPC AR N     -   111,520.      283,050.      MT  (+/- 180 meters Scaled)
 FG1601
 FG1601                          SUPERSEDED SURVEY CONTROL
 FG1601
 FG1601.No superseded survey control is available for this station.
 FG1601
 FG1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV739098(NAD 83)
 FG1601_MARKER: I = METAL ROD
 FG1601_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1601+WITH SETTING: INFORMATION.
 FG1601_SP_SET: SHALLOW SET METAL ROD
 FG1601_STAMPING: B 294 1984
 FG1601_MARK LOGO: NGS   
 FG1601_PROJECTION: FLUSH
 FG1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1601+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 FG1601_ROD/PIPE-DEPTH: 2.74 meters
 FG1601
 FG1601  HISTORY     - Date     Condition        Report By
 FG1601  HISTORY     - 1984     MONUMENTED       NGS
 FG1601  HISTORY     - 1987     GOOD             USPSQD
 FG1601  HISTORY     - 1988     GOOD             USPSQD
 FG1601  HISTORY     - 1989     GOOD             USPSQD
 FG1601  HISTORY     - 1990     GOOD             USPSQD
 FG1601  HISTORY     - 20050527 GOOD             GEOCAC
 FG1601
 FG1601                          STATION DESCRIPTION
 FG1601
 FG1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1601'2.7 KM (1.7 MI) WEST FROM LONDON.
 FG1601'2.7 KM (1.7 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1601'LONDON, AT TWO GRAVEL DRIVEWAY ENTRANCES LEADING NORTH, THE MARK IS
 FG1601'SET ON THE SOUTH SIDE OF THE HIGHWAY BY A TELEPHONE POLE WITH CABLES
 FG1601'GOING UNDERGROUND, 14.78 METERS (48. 5 FT) SOUTH OF THE CENTERLINE OF
 FG1601'HIGHWAY 64, 27.43 METERS (90.0 FT) SOUTH ACROSS THE HIGHWAY FROM A
 FG1601'POWERLINE POLE NUMBER 90038 WITH TRANSFORMER EAST OF A GUY CABLE
 FG1601'ANCHOR, 0.91 METERS (3.0 FT) WEST OF THE TELEPHONE POLE WITH GUY CABLE
 FG1601'ANCHOR, AND 0.24 METERS (0.8 FT) NORTH OF A FENCE LINE.  NOTE, ROD
 FG1601'DRIVEN TO REFUSAL ANCHORED AT THIS DEPTH.
 FG1601'THE MARK IS 0.27 METERS  ENE FROM A WITNESS POST.
 FG1601'THE MARK IS 0.6 M ABOVE HIGHWAY 64.
 FG1601
 FG1601                          STATION RECOVERY (1987)
 FG1601
 FG1601'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1601'RECOVERED IN GOOD CONDITION.
 FG1601
 FG1601                          STATION RECOVERY (1988)
 FG1601
 FG1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1601'RECOVERED IN GOOD CONDITION.
 FG1601
 FG1601                          STATION RECOVERY (1989)
 FG1601
 FG1601'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1601'RECOVERED IN GOOD CONDITION.
 FG1601
 FG1601                          STATION RECOVERY (1990)
 FG1601
 FG1601'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1601'RECOVERED IN GOOD CONDITION.
 FG1601
 FG1601                          STATION RECOVERY (2005)
 FG1601
 FG1601'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FG1601'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0803 ***********************************************************************
 FH0803  DESIGNATION -  B 295
 FH0803  PID         -  FH0803
 FH0803  STATE/COUNTY-  AR/SEBASTIAN
 FH0803  USGS QUAD   -  FORT SMITH (1987)
 FH0803
 FH0803                         *CURRENT SURVEY CONTROL
 FH0803  ___________________________________________________________________
 FH0803* NAD 83(1986)-  35 22 55.     (N)    094 25 03.     (W)     SCALED    
 FH0803* NAVD 88     -       142.810  (meters)     468.54   (feet)  ADJUSTED  
 FH0803  ___________________________________________________________________
 FH0803  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FH0803  DYNAMIC HT  -         142.675 (meters)     468.09  (feet)  COMP
 FH0803  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FH0803
 FH0803  VERT ORDER  -  FIRST     CLASS II
 FH0803
 FH0803.The horizontal coordinates were scaled from a topographic map and have
 FH0803.an estimated accuracy of +/- 6 seconds.
 FH0803
 FH0803.The orthometric height was determined by differential leveling
 FH0803.and adjusted by the National Geodetic Survey in June 1991..
 FH0803
 FH0803.The geoid height was determined by GEOID03.
 FH0803
 FH0803.The dynamic height is computed by dividing the NAVD 88
 FH0803.geopotential number by the normal gravity value computed on the
 FH0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0803.degrees latitude (g = 980.6199 gals.).
 FH0803
 FH0803.The modeled gravity was interpolated from observed gravity values.
 FH0803
 FH0803;                    North         East    Units  Estimated Accuracy
 FH0803;SPC AR N     -   119,030.      180,380.      MT  (+/- 180 meters Scaled)
 FH0803
 FH0803                          SUPERSEDED SURVEY CONTROL
 FH0803
 FH0803  NGVD 29 (10/05/93)  142.718  (m)          468.23   (f) ADJUSTED    1 2
 FH0803
 FH0803.Superseded values are not recommended for survey control.
 FH0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0803.See file dsdata.txt to determine how the superseded data were derived.
 FH0803
 FH0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV712163(NAD 83)
 FH0803_MARKER: DV = VERTICAL CONTROL DISK
 FH0803_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FH0803_SP_SET: BUILDING
 FH0803_STAMPING: B 295 1984
 FH0803_MARK LOGO: NGS   
 FH0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0803+STABILITY: POSITION/ELEVATION WELL
 FH0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0803+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 FH0803
 FH0803  HISTORY     - Date     Condition        Report By
 FH0803  HISTORY     - 1984     MONUMENTED       NGS
 FH0803  HISTORY     - 1985     GOOD             NGS
 FH0803  HISTORY     - 1985     GOOD             NGS
 FH0803  HISTORY     - 1988     GOOD             USPSQD
 FH0803  HISTORY     - 1988     GOOD             USPSQD
 FH0803  HISTORY     - 1989     GOOD             USPSQD
 FH0803  HISTORY     - 19891030 GOOD             NGS
 FH0803
 FH0803                          STATION DESCRIPTION
 FH0803
 FH0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0803'IN FORT SMITH.
 FH0803'IN FORT SMITH, 1.0 KM (0.65 MI) EAST ALONG ROGERS AVENUE FROM THE MAIN
 FH0803'POST TO THE MIDTOWN APARTMENTS AND THE MARK ON THE LEFT, A DISK SET
 FH0803'VERTICALLY IN THE SOUTHWEST FACE OF THE BUILDING, 8.81 METERS
 FH0803'(28.9 FT) SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE TO THE
 FH0803'BUILDING.
 FH0803'THE MARK IS 1.37 M ABOVE THE GROUND.
 FH0803
 FH0803                          STATION RECOVERY (1985)
 FH0803
 FH0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0803'RECOVERED IN GOOD CONDITION.
 FH0803
 FH0803                          STATION RECOVERY (1985)
 FH0803
 FH0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0803'RECOVERED IN GOOD CONDITION.
 FH0803
 FH0803                          STATION RECOVERY (1988)
 FH0803
 FH0803'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0803'RECOVERED IN GOOD CONDITION.
 FH0803
 FH0803                          STATION RECOVERY (1988)
 FH0803
 FH0803'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0803'RECOVERED IN GOOD CONDITION.
 FH0803
 FH0803                          STATION RECOVERY (1989)
 FH0803
 FH0803'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0803'RECOVERED IN GOOD CONDITION.
 FH0803
 FH0803                          STATION RECOVERY (1989)
 FH0803
 FH0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1629 ***********************************************************************
 FG1629  DESIGNATION -  B 296
 FG1629  PID         -  FG1629
 FG1629  STATE/COUNTY-  AR/JOHNSON
 FG1629  USGS QUAD   -  HARTMAN (1993)
 FG1629
 FG1629                         *CURRENT SURVEY CONTROL
 FG1629  ___________________________________________________________________
 FG1629* NAD 83(1986)-  35 26 06.     (N)    093 35 50.     (W)     SCALED    
 FG1629* NAVD 88     -       110.528  (meters)     362.62   (feet)  ADJUSTED  
 FG1629  ___________________________________________________________________
 FG1629  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1629  DYNAMIC HT  -         110.425 (meters)     362.29  (feet)  COMP
 FG1629  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FG1629
 FG1629  VERT ORDER  -  FIRST     CLASS II
 FG1629
 FG1629.The horizontal coordinates were scaled from a topographic map and have
 FG1629.an estimated accuracy of +/- 6 seconds.
 FG1629
 FG1629.The orthometric height was determined by differential leveling
 FG1629.and adjusted by the National Geodetic Survey in June 1991..
 FG1629
 FG1629.The geoid height was determined by GEOID03.
 FG1629
 FG1629.The dynamic height is computed by dividing the NAVD 88
 FG1629.geopotential number by the normal gravity value computed on the
 FG1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1629.degrees latitude (g = 980.6199 gals.).
 FG1629
 FG1629.The modeled gravity was interpolated from observed gravity values.
 FG1629
 FG1629;                    North         East    Units  Estimated Accuracy
 FG1629;SPC AR N     -   123,400.      254,980.      MT  (+/- 180 meters Scaled)
 FG1629
 FG1629                          SUPERSEDED SURVEY CONTROL
 FG1629
 FG1629.No superseded survey control is available for this station.
 FG1629
 FG1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV457214(NAD 83)
 FG1629_MARKER: DB = BENCH MARK DISK
 FG1629_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1629_SP_SET: ABUTMENT OF SMALL BRIDGE
 FG1629_STAMPING: B 296 1984
 FG1629_MARK LOGO: NGS   
 FG1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1629
 FG1629  HISTORY     - Date     Condition        Report By
 FG1629  HISTORY     - 1984     MONUMENTED       NGS
 FG1629  HISTORY     - 1987     GOOD             USPSQD
 FG1629  HISTORY     - 1987     GOOD             USPSQD
 FG1629  HISTORY     - 1988     GOOD             USPSQD
 FG1629  HISTORY     - 1989     GOOD             USPSQD
 FG1629  HISTORY     - 1989     GOOD             USPSQD
 FG1629
 FG1629                          STATION DESCRIPTION
 FG1629
 FG1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1629'2.1 KM (1.3 MI) EAST FROM HARTMAN.
 FG1629'0.2 KM (0.15 MI) NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN
 FG1629'HARTMAN, THENCE 1.8 KM (1.15 MI) EAST ALONG U.S. HIGHWAY 64, AT A
 FG1629'CONCRETE BRIDGE OVER SLOUGH CREEK AND IS SET IN TOP OF THE WEST END OF
 FG1629'THE NORTHWEST ABUTMENT, 4.78 METERS (15.7 FT) NORTH OF THE CENTERLINE
 FG1629'OF HIGHWAY 64, AND 0.21 METERS (0.7 FT) EAST OF THE WEST END OF THE
 FG1629'BRIDGE CURBING.
 FG1629'THE MARK IS 0.3 M ABOVE HIGHWAY 64.
 FG1629
 FG1629                          STATION RECOVERY (1987)
 FG1629
 FG1629'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1629'RECOVERED IN GOOD CONDITION.
 FG1629
 FG1629                          STATION RECOVERY (1987)
 FG1629
 FG1629'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1629'RECOVERED IN GOOD CONDITION.
 FG1629
 FG1629                          STATION RECOVERY (1988)
 FG1629
 FG1629'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1629'RECOVERED IN GOOD CONDITION.
 FG1629
 FG1629                          STATION RECOVERY (1989)
 FG1629
 FG1629'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1629'RECOVERED IN GOOD CONDITION.
 FG1629
 FG1629                          STATION RECOVERY (1989)
 FG1629
 FG1629'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0784 ***********************************************************************
 FH0784  DESIGNATION -  B 297
 FH0784  PID         -  FH0784
 FH0784  STATE/COUNTY-  AR/SEBASTIAN
 FH0784  USGS QUAD   -  CHARLESTON (1987)
 FH0784
 FH0784                         *CURRENT SURVEY CONTROL
 FH0784  ___________________________________________________________________
 FH0784* NAD 83(1986)-  35 20 02.     (N)    094 07 30.     (W)     SCALED    
 FH0784* NAVD 88     -       131.543  (meters)     431.57   (feet)  ADJUSTED  
 FH0784  ___________________________________________________________________
 FH0784  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FH0784  DYNAMIC HT  -         131.420 (meters)     431.17  (feet)  COMP
 FH0784  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FH0784
 FH0784  VERT ORDER  -  FIRST     CLASS II
 FH0784
 FH0784.The horizontal coordinates were scaled from a topographic map and have
 FH0784.an estimated accuracy of +/- 6 seconds.
 FH0784
 FH0784.The orthometric height was determined by differential leveling
 FH0784.and adjusted by the National Geodetic Survey in June 1991..
 FH0784
 FH0784.The geoid height was determined by GEOID03.
 FH0784
 FH0784.The dynamic height is computed by dividing the NAVD 88
 FH0784.geopotential number by the normal gravity value computed on the
 FH0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0784.degrees latitude (g = 980.6199 gals.).
 FH0784
 FH0784.The modeled gravity was interpolated from observed gravity values.
 FH0784
 FH0784;                    North         East    Units  Estimated Accuracy
 FH0784;SPC AR N     -   113,090.      206,830.      MT  (+/- 180 meters Scaled)
 FH0784
 FH0784                          SUPERSEDED SURVEY CONTROL
 FH0784
 FH0784.No superseded survey control is available for this station.
 FH0784
 FH0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV977106(NAD 83)
 FH0784_MARKER: I = METAL ROD
 FH0784_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0784+WITH SETTING: INFORMATION.
 FH0784_SP_SET: SHALLOW SET METAL ROD
 FH0784_STAMPING: B 297 1984
 FH0784_MARK LOGO: NGS   
 FH0784_PROJECTION: RECESSED 5 CENTIMETERS
 FH0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0784_ROD/PIPE-DEPTH: 1.83 meters
 FH0784
 FH0784  HISTORY     - Date     Condition        Report By
 FH0784  HISTORY     - 1984     MONUMENTED       NGS
 FH0784  HISTORY     - 1987     GOOD             USPSQD
 FH0784  HISTORY     - 1988     GOOD             USPSQD
 FH0784  HISTORY     - 1989     GOOD             USPSQD
 FH0784  HISTORY     - 1989     GOOD             USPSQD
 FH0784  HISTORY     - 1990     GOOD             USPSQD
 FH0784
 FH0784                          STATION DESCRIPTION
 FH0784
 FH0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0784'4.6 KM (2.85 MI) EAST FROM LAVACA.
 FH0784'4.6 KM (2.85 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0784'LAVACA TO THE MARK ON THE LEFT, 12.56 METERS (41.2 FT) NORTHWEST OF
 FH0784'THE CENTERLINE OF HIGHWAY 96, 22.86 METERS (75.0 FT) SOUTH OF THE
 FH0784'SOUTHEAST CORNER OF A HOUSE, 5.79 METERS (19.0 FT) EAST OF THE
 FH0784'APPROXIMATE CENTER OF A DRIVEWAY, 5.24 METERS (17.2 FT) NORTHEAST OF
 FH0784'THE NORTHEAST END OF A CULVERT UNDER THE DRIVEWAY, AND 0.43 METERS
 FH0784'(1.4 FT) SOUTHEAST OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FH0784'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FH0784
 FH0784                          STATION RECOVERY (1987)
 FH0784
 FH0784'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0784'RECOVERED IN GOOD CONDITION.
 FH0784
 FH0784                          STATION RECOVERY (1988)
 FH0784
 FH0784'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0784'RECOVERED IN GOOD CONDITION.
 FH0784
 FH0784                          STATION RECOVERY (1989)
 FH0784
 FH0784'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0784'RECOVERED IN GOOD CONDITION.
 FH0784
 FH0784                          STATION RECOVERY (1989)
 FH0784
 FH0784'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0784'RECOVERED IN GOOD CONDITION.
 FH0784
 FH0784                          STATION RECOVERY (1990)
 FH0784
 FH0784'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0807 ***********************************************************************
 FH0807  DESIGNATION -  B 298
 FH0807  PID         -  FH0807
 FH0807  STATE/COUNTY-  AR/SEBASTIAN
 FH0807  USGS QUAD   -  FORT SMITH (1987)
 FH0807
 FH0807                         *CURRENT SURVEY CONTROL
 FH0807  ___________________________________________________________________
 FH0807* NAD 83(1986)-  35 22 33.     (N)    094 25 16.     (W)     SCALED    
 FH0807* NAVD 88     -       136.677  (meters)     448.41   (feet)  ADJUSTED  
 FH0807  ___________________________________________________________________
 FH0807  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FH0807  DYNAMIC HT  -         136.549 (meters)     447.99  (feet)  COMP
 FH0807  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 FH0807
 FH0807  VERT ORDER  -  FIRST     CLASS II
 FH0807
 FH0807.The horizontal coordinates were scaled from a topographic map and have
 FH0807.an estimated accuracy of +/- 6 seconds.
 FH0807
 FH0807.The orthometric height was determined by differential leveling
 FH0807.and adjusted by the National Geodetic Survey in June 1991..
 FH0807
 FH0807.The geoid height was determined by GEOID03.
 FH0807
 FH0807.The dynamic height is computed by dividing the NAVD 88
 FH0807.geopotential number by the normal gravity value computed on the
 FH0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0807.degrees latitude (g = 980.6199 gals.).
 FH0807
 FH0807.The modeled gravity was interpolated from observed gravity values.
 FH0807
 FH0807;                    North         East    Units  Estimated Accuracy
 FH0807;SPC AR N     -   118,360.      180,030.      MT  (+/- 180 meters Scaled)
 FH0807
 FH0807                          SUPERSEDED SURVEY CONTROL
 FH0807
 FH0807.No superseded survey control is available for this station.
 FH0807
 FH0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV709156(NAD 83)
 FH0807_MARKER: I = METAL ROD
 FH0807_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0807_SP_SET: STAINLESS STEEL ROD
 FH0807_STAMPING: B 298 1985
 FH0807_MARK LOGO: NGS   
 FH0807_PROJECTION: FLUSH
 FH0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0807+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 FH0807_ROD/PIPE-DEPTH: 4.0  meters
 FH0807
 FH0807  HISTORY     - Date     Condition        Report By
 FH0807  HISTORY     - 1985     MONUMENTED       NGS
 FH0807  HISTORY     - 19891101 GOOD             NGS
 FH0807
 FH0807                          STATION DESCRIPTION
 FH0807
 FH0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0807'IN FORT SMITH.
 FH0807'IN FORT SMITH, 1/2 BLOCK EAST OF THE JUNCTION OF U.S. HIGHWAY 71 AND
 FH0807'SOUTH G STREET, AT A GRAVEL ALLEY ROAD LEADING SOUTH, 1.0 KM (0.55 MI)
 FH0807'SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF U.S. HIGHWAY 64 IN
 FH0807'FORT SMITH, THENCE 1/2 BLOCK EAST ON SOUTH G STREET, 8.0 METERS
 FH0807'(26.3 FT) SOUTH OF THE APPROXIMATE CENTER OF G STREET, 3.4 METERS
 FH0807'(11.2 FT) EAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, 0.85 METERS
 FH0807'(2.8 FT) SOUTH OF A POWERLINE POLE, 0.82 METERS (2.7 FT) WEST OF THE
 FH0807'WEST EDGE OF A CONCRETE FOUNDATION OF A 40 FEET BY 40 FEET METAL SHED,
 FH0807'AND 2.8 METERS (9.2 FT) EAST-SOUTHEAST OF THE CENTER OF A 2-FEET ROUND
 FH0807'SEWER MANHOLE COVER.  NOTE, DRIVEN TO REFUSAL AND ANCHORED.
 FH0807'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FH0807'THE MARK IS 0.31 M ABOVE STREET.
 FH0807
 FH0807                          STATION RECOVERY (1989)
 FH0807
 FH0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0831 ***********************************************************************
 FH0831  DESIGNATION -  B 299
 FH0831  PID         -  FH0831
 FH0831  STATE/COUNTY-  AR/SEBASTIAN
 FH0831  USGS QUAD   -  HUNTINGTON (1987)
 FH0831
 FH0831                         *CURRENT SURVEY CONTROL
 FH0831  ___________________________________________________________________
 FH0831* NAD 83(1986)-  35 05 27.     (N)    094 15 45.     (W)     SCALED    
 FH0831* NAVD 88     -       184.592  (meters)     605.62   (feet)  ADJUSTED  
 FH0831  ___________________________________________________________________
 FH0831  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FH0831  DYNAMIC HT  -         184.407 (meters)     605.01  (feet)  COMP
 FH0831  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 FH0831
 FH0831  VERT ORDER  -  FIRST     CLASS II
 FH0831
 FH0831.The horizontal coordinates were scaled from a topographic map and have
 FH0831.an estimated accuracy of +/- 6 seconds.
 FH0831
 FH0831.The orthometric height was determined by differential leveling
 FH0831.and adjusted by the National Geodetic Survey in June 1991..
 FH0831
 FH0831.The geoid height was determined by GEOID03.
 FH0831
 FH0831.The dynamic height is computed by dividing the NAVD 88
 FH0831.geopotential number by the normal gravity value computed on the
 FH0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0831.degrees latitude (g = 980.6199 gals.).
 FH0831
 FH0831.The modeled gravity was interpolated from observed gravity values.
 FH0831
 FH0831;                    North         East    Units  Estimated Accuracy
 FH0831;SPC AR N     -    86,410.      193,710.      MT  (+/- 180 meters Scaled)
 FH0831
 FH0831                          SUPERSEDED SURVEY CONTROL
 FH0831
 FH0831.No superseded survey control is available for this station.
 FH0831
 FH0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU849838(NAD 83)
 FH0831_MARKER: I = METAL ROD
 FH0831_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0831+WITH SETTING: INFORMATION.
 FH0831_SP_SET: SHALLOW SET METAL ROD
 FH0831_STAMPING: B 299 1985
 FH0831_MARK LOGO: NGS   
 FH0831_PROJECTION: FLUSH
 FH0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0831_ROD/PIPE-DEPTH: 1.4  meters
 FH0831
 FH0831  HISTORY     - Date     Condition        Report By
 FH0831  HISTORY     - 1985     MONUMENTED       NGS
 FH0831  HISTORY     - 1987     GOOD             USPSQD
 FH0831  HISTORY     - 1987     GOOD             USPSQD
 FH0831  HISTORY     - 1988     GOOD             USPSQD
 FH0831  HISTORY     - 1989     GOOD             USPSQD
 FH0831  HISTORY     - 1990     GOOD             USPSQD
 FH0831
 FH0831                          STATION DESCRIPTION
 FH0831
 FH0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0831'19.8 KM (12.3 MI) SOUTH FROM GREENWOOD.
 FH0831'5.1 KM (3.15 MI) WEST ALONG STATE ROUTE 10S SPUR FROM THE SEBASTIAN
 FH0831'COUNTY COURTHOUSE IN GREENWOOD, THENCE 14.8 KM (9.15 MI) SOUTH ALONG
 FH0831'U.S. HIGHWAY 71, 0.61 KM (0.1 MI) NORTH OF A WATER PUMPING STATION, AT
 FH0831'AN OFFSET IN THE RIGHT-OF-WAY FENCE LINE AND A FIELD ROAD LEADING WEST
 FH0831'THROUGH A METAL GATE, ALSO 0.88 KM (0.55 MI) NORTH OF HIGHWAY 252
 FH0831'LEADING WEST IN HUNTINGTON, 11.8 METERS (38.7 FT) WEST OF THE
 FH0831'CENTERLINE OF HIGHWAY 71, 6.6 METERS (21.5 FT) SOUTH OF THE
 FH0831'APPROXIMATE CENTER OF A FIELD ROAD, 0.31 METERS (1.0 FT) NORTH OF A
 FH0831'FENCE LINE, AND 0.73 METERS (2.4 FT) WEST OF A CORNER FENCE POST.
 FH0831'NOTE, DRIVEN TO GRADUAL REFUSAL AND ANCHORED.
 FH0831'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 FH0831'THE MARK IS 0.91 M ABOVE HIGHWAY 71.
 FH0831
 FH0831                          STATION RECOVERY (1987)
 FH0831
 FH0831'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0831'RECOVERED IN GOOD CONDITION.
 FH0831
 FH0831                          STATION RECOVERY (1987)
 FH0831
 FH0831'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0831'RECOVERED IN GOOD CONDITION.
 FH0831
 FH0831                          STATION RECOVERY (1988)
 FH0831
 FH0831'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0831'RECOVERED IN GOOD CONDITION.
 FH0831
 FH0831                          STATION RECOVERY (1989)
 FH0831
 FH0831'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0831'RECOVERED IN GOOD CONDITION.
 FH0831
 FH0831                          STATION RECOVERY (1990)
 FH0831
 FH0831'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1566 ***********************************************************************
 FF1566  DESIGNATION -  B 3
 FF1566  PID         -  FF1566
 FF1566  STATE/COUNTY-  AR/INDEPENDENCE
 FF1566  USGS QUAD   -  JAMESTOWN (1981)
 FF1566
 FF1566                         *CURRENT SURVEY CONTROL
 FF1566  ___________________________________________________________________
 FF1566* NAD 83(1986)-  35 44 21.     (N)    091 38 19.     (W)     SCALED    
 FF1566* NAVD 88     -       142.808  (meters)     468.53   (feet)  ADJUSTED  
 FF1566  ___________________________________________________________________
 FF1566  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF1566  DYNAMIC HT  -         142.685 (meters)     468.13  (feet)  COMP
 FF1566  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 FF1566
 FF1566  VERT ORDER  -  SECOND    CLASS 0
 FF1566
 FF1566.The horizontal coordinates were scaled from a topographic map and have
 FF1566.an estimated accuracy of +/- 6 seconds.
 FF1566
 FF1566.The orthometric height was determined by differential leveling
 FF1566.and adjusted by the National Geodetic Survey in June 1991..
 FF1566
 FF1566.The geoid height was determined by GEOID03.
 FF1566
 FF1566.The dynamic height is computed by dividing the NAVD 88
 FF1566.geopotential number by the normal gravity value computed on the
 FF1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1566.degrees latitude (g = 980.6199 gals.).
 FF1566
 FF1566.The modeled gravity was interpolated from observed gravity values.
 FF1566
 FF1566;                    North         East    Units  Estimated Accuracy
 FF1566;SPC AR N     -   156,030.      432,690.      MT  (+/- 180 meters Scaled)
 FF1566
 FF1566                          SUPERSEDED SURVEY CONTROL
 FF1566
 FF1566  NGVD 29 (??/??/??)  142.732  (m)          468.28   (f) ADJUSTED    2 0
 FF1566
 FF1566.Superseded values are not recommended for survey control.
 FF1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1566.See file dsdata.txt to determine how the superseded data were derived.
 FF1566
 FF1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV231558(NAD 83)
 FF1566_MARKER: DD = SURVEY DISK
 FF1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1566_STAMPING: B 3 1934
 FF1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1566+STABILITY: SURFACE MOTION
 FF1566
 FF1566  HISTORY     - Date     Condition        Report By
 FF1566  HISTORY     - 1934     MONUMENTED       ARGS
 FF1566  HISTORY     - 1934     GOOD             CGS
 FF1566  HISTORY     - 1963     MARK NOT FOUND   USGS
 FF1566
 FF1566                          STATION DESCRIPTION
 FF1566
 FF1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1566'3 MI S FROM BATESVILLE.
 FF1566'3 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE INTERSECTION OF
 FF1566'ST. LOUIS AND EAST MAIN STREETS AT BATESVILLE, IN THE NW 1/4 OF
 FF1566'SEC 28, T 13 N, R 6 W, 138 FEET SOUTHWEST OF THE CENTER OF THE
 FF1566'NORTHEAST INTERSECTION WITH STATE HIGHWAY 11, 38 FEET SOUTHEAST
 FF1566'OF THE CENTER OF THE NORTHWEST INTERSECTION, 42 FEET NORTHWEST
 FF1566'OF THE CENTER OF THE SOUTHEAST INTERSECTION, AND 28 FEET SOUTHEAST
 FF1566'OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT ON STATE HIGHWAY 25.
 FF1566'A STATE SURVEY STANDARD DISK, STAMPED B 3 1934 AND SET IN THE TOP
 FF1566'OF A CONCRETE POST.
 FF1566
 FF1566                          STATION RECOVERY (1963)
 FF1566
 FF1566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FF1566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0990 ***********************************************************************
 FG0990  DESIGNATION -  B 30
 FG0990  PID         -  FG0990
 FG0990  STATE/COUNTY-  AR/JOHNSON
 FG0990  USGS QUAD   -  HARTMAN (1993)
 FG0990
 FG0990                         *CURRENT SURVEY CONTROL
 FG0990  ___________________________________________________________________
 FG0990* NAD 83(1986)-  35 25 32.     (N)    093 31 33.     (W)     SCALED    
 FG0990* NAVD 88     -       117.867  (meters)     386.70   (feet)  ADJUSTED  
 FG0990  ___________________________________________________________________
 FG0990  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FG0990  DYNAMIC HT  -         117.758 (meters)     386.34  (feet)  COMP
 FG0990  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 FG0990
 FG0990  VERT ORDER  -  FIRST     CLASS II
 FG0990
 FG0990.The horizontal coordinates were scaled from a topographic map and have
 FG0990.an estimated accuracy of +/- 6 seconds.
 FG0990
 FG0990.The orthometric height was determined by differential leveling
 FG0990.and adjusted by the National Geodetic Survey in June 1991..
 FG0990
 FG0990.The geoid height was determined by GEOID03.
 FG0990
 FG0990.The dynamic height is computed by dividing the NAVD 88
 FG0990.geopotential number by the normal gravity value computed on the
 FG0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0990.degrees latitude (g = 980.6199 gals.).
 FG0990
 FG0990.The modeled gravity was interpolated from observed gravity values.
 FG0990
 FG0990;                    North         East    Units  Estimated Accuracy
 FG0990;SPC AR N     -   122,250.      261,450.      MT  (+/- 180 meters Scaled)
 FG0990
 FG0990                          SUPERSEDED SURVEY CONTROL
 FG0990
 FG0990  NGVD 29 (??/??/92)  117.842  (m)          386.62   (f) ADJ UNCH    1 2
 FG0990
 FG0990.Superseded values are not recommended for survey control.
 FG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0990.See file dsdata.txt to determine how the superseded data were derived.
 FG0990
 FG0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV522203(NAD 83)
 FG0990_MARKER: DB = BENCH MARK DISK
 FG0990_SETTING: 0 = UNSPECIFIED SETTING
 FG0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0990
 FG0990  HISTORY     - Date     Condition        Report By
 FG0990  HISTORY     - UNK      MONUMENTED       CGS
 FG0990  HISTORY     - 1932     GOOD             NGS
 FG0990  HISTORY     - 1959     MARK NOT FOUND   USGS
 FG0990  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0990
 FG0990                          STATION DESCRIPTION
 FG0990
 FG0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0990'1 MI E FROM MONTANA.
 FG0990'ON THE M.P. R.R., MILE POLE NO 444/5 POLES, 5 RAIL LENGTHS W. OF THE
 FG0990'GRADE CROSSING AND 25 FEET S. OF THE RAILROAD.
 FG0990
 FG0990                          STATION RECOVERY (1959)
 FG0990
 FG0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FG0990'MARK NOT FOUND.
 FG0990
 FG0990                          STATION RECOVERY (1984)
 FG0990
 FG0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0990'NOT RECOVERED, AREA HAS BEEN BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0689 ***********************************************************************
 EK0689  DESIGNATION -  B 300
 EK0689  PID         -  EK0689
 EK0689  STATE/COUNTY-  AR/SCOTT
 EK0689  USGS QUAD   -  BOLES (1983)
 EK0689
 EK0689                         *CURRENT SURVEY CONTROL
 EK0689  ___________________________________________________________________
 EK0689* NAD 83(1986)-  34 45 40.     (N)    094 04 37.     (W)     SCALED    
 EK0689* NAVD 88     -       208.777  (meters)     684.96   (feet)  ADJUSTED  
 EK0689  ___________________________________________________________________
 EK0689  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 EK0689  DYNAMIC HT  -         208.558 (meters)     684.24  (feet)  COMP
 EK0689  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 EK0689
 EK0689  VERT ORDER  -  FIRST     CLASS II
 EK0689
 EK0689.The horizontal coordinates were scaled from a topographic map and have
 EK0689.an estimated accuracy of +/- 6 seconds.
 EK0689
 EK0689.The orthometric height was determined by differential leveling
 EK0689.and adjusted by the National Geodetic Survey in June 1991..
 EK0689
 EK0689.The geoid height was determined by GEOID03.
 EK0689
 EK0689.The dynamic height is computed by dividing the NAVD 88
 EK0689.geopotential number by the normal gravity value computed on the
 EK0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0689.degrees latitude (g = 980.6199 gals.).
 EK0689
 EK0689.The modeled gravity was interpolated from observed gravity values.
 EK0689
 EK0689;                    North         East    Units  Estimated Accuracy
 EK0689;SPC AR N     -    49,470.      209,860.      MT  (+/- 180 meters Scaled)
 EK0689
 EK0689                          SUPERSEDED SURVEY CONTROL
 EK0689
 EK0689.No superseded survey control is available for this station.
 EK0689
 EK0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU014470(NAD 83)
 EK0689_MARKER: DB = BENCH MARK DISK
 EK0689_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0689_SP_SET: BRIDGE ABUTMENT
 EK0689_STAMPING: B 300 1985
 EK0689_MARK LOGO: NGS   
 EK0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0689
 EK0689  HISTORY     - Date     Condition        Report By
 EK0689  HISTORY     - 1985     MONUMENTED       NGS
 EK0689  HISTORY     - 1987     GOOD             USPSQD
 EK0689  HISTORY     - 1988     GOOD             USPSQD
 EK0689  HISTORY     - 1989     GOOD             USPSQD
 EK0689  HISTORY     - 1990     GOOD             USPSQD
 EK0689
 EK0689                          STATION DESCRIPTION
 EK0689
 EK0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0689'4.4 KM (2.7 MI) SOUTH FROM BOLES.
 EK0689'4.4 KM (2.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0689'IN BOLES, SET IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF HIGHWAY
 EK0689'71 BRIDGE OVER A BRANCH OF THE FOURCHE LAFAYETE RIVER, 8.0 METERS
 EK0689'(26.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.58 METERS
 EK0689'(1.9 FT) WEST OF THE WEST EDGE OF THE CONCRETE BRIDGE GUARDRAIL.
 EK0689'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 EK0689
 EK0689                          STATION RECOVERY (1987)
 EK0689
 EK0689'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0689'RECOVERED IN GOOD CONDITION.
 EK0689
 EK0689                          STATION RECOVERY (1988)
 EK0689
 EK0689'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0689'RECOVERED IN GOOD CONDITION.
 EK0689
 EK0689                          STATION RECOVERY (1989)
 EK0689
 EK0689'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0689'RECOVERED IN GOOD CONDITION.
 EK0689
 EK0689                          STATION RECOVERY (1990)
 EK0689
 EK0689'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0718 ***********************************************************************
 EK0718  DESIGNATION -  B 301
 EK0718  PID         -  EK0718
 EK0718  STATE/COUNTY-  AR/POLK
 EK0718  USGS QUAD   -  POTTER (1979)
 EK0718
 EK0718                         *CURRENT SURVEY CONTROL
 EK0718  ___________________________________________________________________
 EK0718* NAD 83(1986)-  34 32 11.     (N)    094 19 04.     (W)     SCALED    
 EK0718* NAVD 88     -       301.370  (meters)     988.74   (feet)  ADJUSTED  
 EK0718  ___________________________________________________________________
 EK0718  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 EK0718  DYNAMIC HT  -         301.043 (meters)     987.67  (feet)  COMP
 EK0718  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 EK0718
 EK0718  VERT ORDER  -  FIRST     CLASS II
 EK0718
 EK0718.The horizontal coordinates were scaled from a topographic map and have
 EK0718.an estimated accuracy of +/- 6 seconds.
 EK0718
 EK0718.The orthometric height was determined by differential leveling
 EK0718.and adjusted by the National Geodetic Survey in June 1991..
 EK0718
 EK0718.The geoid height was determined by GEOID03.
 EK0718
 EK0718.The dynamic height is computed by dividing the NAVD 88
 EK0718.geopotential number by the normal gravity value computed on the
 EK0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0718.degrees latitude (g = 980.6199 gals.).
 EK0718
 EK0718.The modeled gravity was interpolated from observed gravity values.
 EK0718
 EK0718;                    North         East    Units  Estimated Accuracy
 EK0718;SPC AR S     -   609,790.      187,260.      MT  (+/- 180 meters Scaled)
 EK0718
 EK0718                          SUPERSEDED SURVEY CONTROL
 EK0718
 EK0718.No superseded survey control is available for this station.
 EK0718
 EK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU790224(NAD 83)
 EK0718_MARKER: DB = BENCH MARK DISK
 EK0718_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0718_SP_SET: BRIDGE BANISTER
 EK0718_STAMPING: B 301 1985
 EK0718_MARK LOGO: NGS   
 EK0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0718
 EK0718  HISTORY     - Date     Condition        Report By
 EK0718  HISTORY     - 1985     MONUMENTED       NGS
 EK0718  HISTORY     - 1987     GOOD             USPSQD
 EK0718  HISTORY     - 1988     GOOD             USPSQD
 EK0718  HISTORY     - 1989     GOOD             USPSQD
 EK0718  HISTORY     - 1990     GOOD             USPSQD
 EK0718
 EK0718                          STATION DESCRIPTION
 EK0718
 EK0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0718'10.3 KM (6.4 MI) SW FROM MENA.
 EK0718'10.3 KM (6.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0718'SOUTHERN RAILROAD STATION IN MENA, SET IN TOP OF THE CONCRETE
 EK0718'BANISTER, AT THE SOUTHWEST END OF THE HIGHWAY 71 BRIDGE OVER THOMPSON
 EK0718'CREEK, AND 5.1 METERS (16.6 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 EK0718'THE HIGHWAY.
 EK0718'THE MARK IS 0.31 M ABOVE HIGHWAY.
 EK0718
 EK0718                          STATION RECOVERY (1987)
 EK0718
 EK0718'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0718'RECOVERED IN GOOD CONDITION.
 EK0718
 EK0718                          STATION RECOVERY (1988)
 EK0718
 EK0718'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0718'RECOVERED IN GOOD CONDITION.
 EK0718
 EK0718                          STATION RECOVERY (1989)
 EK0718
 EK0718'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0718'RECOVERED IN GOOD CONDITION.
 EK0718
 EK0718                          STATION RECOVERY (1990)
 EK0718
 EK0718'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0742 ***********************************************************************
 EK0742  DESIGNATION -  B 302
 EK0742  PID         -  EK0742
 EK0742  STATE/COUNTY-  AR/POLK
 EK0742  USGS QUAD   -  WICKES (1985)
 EK0742
 EK0742                         *CURRENT SURVEY CONTROL
 EK0742  ___________________________________________________________________
 EK0742* NAD 83(1997)-  34 15 32.91831(N)    094 19 58.15274(W)     ADJUSTED  
 EK0742* NAVD 88     -       297.682  (meters)     976.64   (feet)  ADJUSTED  
 EK0742  ___________________________________________________________________
 EK0742  X           -    -398,703.581 (meters)                     COMP
 EK0742  Y           -  -5,262,270.027 (meters)                     COMP
 EK0742  Z           -   3,570,392.663 (meters)                     COMP
 EK0742  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 EK0742  ELLIP HEIGHT-         269.04  (meters)          (09/24/01) GPS OBS
 EK0742  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 EK0742  DYNAMIC HT  -         297.374 (meters)     975.63  (feet)  COMP
 EK0742  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 EK0742
 EK0742  HORZ ORDER  -  FIRST
 EK0742  VERT ORDER  -  FIRST     CLASS II
 EK0742  ELLP ORDER  -  FOURTH    CLASS II
 EK0742
 EK0742.The horizontal coordinates were established by GPS observations
 EK0742.and adjusted by the National Geodetic Survey in September 1999..
 EK0742
 EK0742.The orthometric height was determined by differential leveling
 EK0742.and adjusted by the National Geodetic Survey in June 1991..
 EK0742
 EK0742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0742
 EK0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0742
 EK0742.The ellipsoidal height was determined by GPS observations
 EK0742.and is referenced to NAD 83.
 EK0742
 EK0742.The geoid height was determined by GEOID03.
 EK0742
 EK0742.The dynamic height is computed by dividing the NAVD 88
 EK0742.geopotential number by the normal gravity value computed on the
 EK0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0742.degrees latitude (g = 980.6199 gals.).
 EK0742
 EK0742.The modeled gravity was interpolated from observed gravity values.
 EK0742
 EK0742;                    North         East     Units Scale Factor Converg.
 EK0742;SPC AR S     -   579,073.822   185,174.032   MT  0.99992613   -1 18 20.4
 EK0742;SPC AR S     - 1,899,844.70    607,525.14   sFT  0.99992613   -1 18 20.4
 EK0742;UTM  15      - 3,791,693.504   377,287.880   MT  0.99978562   -0 45 01.4
 EK0742
 EK0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0742!SPC AR S     -   0.99995777  x   0.99992613  =   0.99988390
 EK0742!UTM  15      -   0.99995777  x   0.99978562  =   0.99974340
 EK0742
 EK0742                          SUPERSEDED SURVEY CONTROL
 EK0742
 EK0742  ELLIP H (09/14/99)  269.05   (m)                       GP(       ) 4 1
 EK0742  NAD 83(1997)-  34 15 32.92118(N)    094 19 58.15155(W) AD(       ) 1
 EK0742  NAD 83(1986)-  34 15 32.92374(N)    094 19 58.14782(W) AD(       ) 1
 EK0742  NGVD 29 (11/13/90)  297.65   (m)          976.5    (f) LEVELING    3  
 EK0742
 EK0742.Superseded values are not recommended for survey control.
 EK0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0742.See file dsdata.txt to determine how the superseded data were derived.
 EK0742
 EK0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7728891694(NAD 83)
 EK0742_MARKER: I = METAL ROD
 EK0742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0742_SP_SET: STAINLESS STEEL ROD
 EK0742_STAMPING: B 302 1985
 EK0742_MARK LOGO: NGS   
 EK0742_PROJECTION: FLUSH
 EK0742_MAGNETIC: I = MARKER IS A STEEL ROD
 EK0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0742+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EK0742_ROD/PIPE-DEPTH: 3.0  meters
 EK0742
 EK0742  HISTORY     - Date     Condition        Report By
 EK0742  HISTORY     - 1985     MONUMENTED       NGS
 EK0742  HISTORY     - 1987     GOOD             USPSQD
 EK0742  HISTORY     - 1989     GOOD             USPSQD
 EK0742  HISTORY     - 19890701 GOOD             NGS
 EK0742  HISTORY     - 1990     GOOD             USPSQD
 EK0742
 EK0742                          STATION DESCRIPTION
 EK0742
 EK0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0742'5.5 KM (3.45 MI) SOUTH FROM WICKES.
 EK0742'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0742'0.16 KM (0.1 MI) WEST ALONG PINE STREET FROM THE POST OFFICE IN
 EK0742'WICKES, THENCE 5.36 KM (3.35 MI) SOUTH ALONG U.S. HIGHWAY 71 TO A
 EK0742'GRAVEL DRIVEWAY LEADING EAST, ALSO 2.4 KM (1.5 MI) NORTH ALONG U.S.
 EK0742'HIGHWAY 71 FROM THE POST OFFICE IN GRANNIS, 14.81 METERS (48.6 FT)
 EK0742'EAST OF THE CENTERLINE OF THE HIGHWAY, 7.01 METERS (23.0 FT) SOUTH OF
 EK0742'THE CENTERLINE OF A GRAVEL DRIVEWAY, 1.0 METER (3.3 FT) SOUTH OF A
 EK0742'METAL BRACED CORNER FENCE POST, AND 0.3 METER (1.0 FT) NORTH OF A
 EK0742'WITNESS POST.
 EK0742'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EK0742
 EK0742                          STATION RECOVERY (1987)
 EK0742
 EK0742'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0742'RECOVERED IN GOOD CONDITION.
 EK0742
 EK0742                          STATION RECOVERY (1989)
 EK0742
 EK0742'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0742'RECOVERED IN GOOD CONDITION.
 EK0742
 EK0742                          STATION RECOVERY (1989)
 EK0742
 EK0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EK0742'STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) SOUTH OF WICKES, AND 2.0 KM
 EK0742'(1.2 MI) NORTH OF GRANNIS.  OWNERSHIP--ARKANSAS HIGHWAY AND
 EK0742'TRANSPORTATION DEPARTMENT.
 EK0742'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 59, 71 AND STATE HIGHWAY 4
 EK0742'IN WICKES.  GO SOUTHERLY ON U.S.HIGHWAYS 59 AND 71 FOR 5.28 KM
 EK0742'(3.28 MI) TO A DRIVEWAY AND THE STATION ON THE LEFT.
 EK0742'STATION IS A PUNCH MARK ON THE TOP OF A 5/8 INCH STAINLESS ROD.
 EK0742'INCASED IN A 5 INCH PVC PIPE.  ACCESS IS THROUGH A 5 INCH LOGO CAP
 EK0742'STAMPED---B 302 1985---.  IT IS 14.8 M (48.6 FT) EAST OF THE
 EK0742'CENTERLINE OF U.S.HIGHWAYS 59 AND 71, 6.7 M (22.0 FT) SOUTHEAST OF
 EK0742'THE CENTER OF DRIVEWAY LEADING NORTH, 1.0 M (3.3 FT) SOUTH-SOUTHEAST
 EK0742'OF A FENCE CORNER, 0.35 M (1.15 FT) WEST OF A FENCE, 0.3 M (1.0 FT)
 EK0742'SOUTH OF A CARSONITE WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A
 EK0742'CARSONITE WITNESS POST.
 EK0742'DESCRIBED BY E.J.HANSMANN.
 EK0742
 EK0742                          STATION RECOVERY (1990)
 EK0742
 EK0742'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1064 ***********************************************************************
 DM1064  DESIGNATION -  B 303
 DM1064  PID         -  DM1064
 DM1064  STATE/COUNTY-  AR/LITTLE RIVER
 DM1064  USGS QUAD   -  ARKINDA (1975)
 DM1064
 DM1064                         *CURRENT SURVEY CONTROL
 DM1064  ___________________________________________________________________
 DM1064* NAD 83(1986)-  33 50 19.     (N)    094 23 20.     (W)     SCALED    
 DM1064* NAVD 88     -       111.341  (meters)     365.29   (feet)  ADJUSTED  
 DM1064  ___________________________________________________________________
 DM1064  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DM1064  DYNAMIC HT  -         111.227 (meters)     364.92  (feet)  COMP
 DM1064  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 DM1064
 DM1064  VERT ORDER  -  FIRST     CLASS II
 DM1064
 DM1064.The horizontal coordinates were scaled from a topographic map and have
 DM1064.an estimated accuracy of +/- 6 seconds.
 DM1064
 DM1064.The orthometric height was determined by differential leveling
 DM1064.and adjusted by the National Geodetic Survey in June 1991..
 DM1064
 DM1064.The geoid height was determined by GEOID03.
 DM1064
 DM1064.The dynamic height is computed by dividing the NAVD 88
 DM1064.geopotential number by the normal gravity value computed on the
 DM1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1064.degrees latitude (g = 980.6199 gals.).
 DM1064
 DM1064.The modeled gravity was interpolated from observed gravity values.
 DM1064
 DM1064;                    North         East    Units  Estimated Accuracy
 DM1064;SPC AR S     -   532,560.      178,920.      MT  (+/- 180 meters Scaled)
 DM1064
 DM1064                          SUPERSEDED SURVEY CONTROL
 DM1064
 DM1064.No superseded survey control is available for this station.
 DM1064
 DM1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT714451(NAD 83)
 DM1064_MARKER: I = METAL ROD
 DM1064_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1064_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1064_STAMPING: B 303 1985
 DM1064_MARK LOGO: NGS   
 DM1064_PROJECTION: FLUSH
 DM1064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1064+STABILITY: POSITION/ELEVATION WELL
 DM1064_ROD/PIPE-DEPTH: 13.4 meters
 DM1064_SLEEVE-DEPTH  : 6.1 meters
 DM1064
 DM1064  HISTORY     - Date     Condition        Report By
 DM1064  HISTORY     - 1985     MONUMENTED       NGS
 DM1064  HISTORY     - 1987     GOOD             USPSQD
 DM1064  HISTORY     - 1988     GOOD             USPSQD
 DM1064  HISTORY     - 1989     GOOD             USPSQD
 DM1064  HISTORY     - 1990     GOOD             USPSQD
 DM1064  HISTORY     - 19920823 GOOD             USPSQD
 DM1064
 DM1064                          STATION DESCRIPTION
 DM1064
 DM1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1064'IN CROSS ROADS.
 DM1064'IN CROSS ROADS, 0.40 KM (0.25 MI) NORTH ALONG STATE ROUTE 41 FROM THE
 DM1064'JUNCTION OF STATE ROUTE 234, ALSO 3.7 KM (2.3 MI) WEST ALONG STATE
 DM1064'ROUTE 234 FROM THE POST OFFICE IN WINTHROP, THENCE 0.40 KM (0.25 MI)
 DM1064'NORTH ALONG STATE ROUTE 41, AT THE NORTHWEST CORNER OF THE FIRST
 DM1064'BAPTIST CHURCH OF CROSS ROADS ARKANSAS, 41.3 METERS (135.3 FT) EAST OF
 DM1064'THE CENTERLINE OF STATE ROUTE 41, 6.4 METERS (19.8 FT) WEST-SOUTHWEST
 DM1064'OF THE NORTHWEST CORNER OF THE CHURCH BUILDING, 4.6 METERS (15.0 FT)
 DM1064'NORTH OF THE CENTER OF THE WEST ENTRANCE DOORS OF THE CHURCH,
 DM1064'22.4 METERS (72.3 FT) EAST OF THE NORTHEAST CORNER OF A CEMENT BLOCK
 DM1064'PUMP HOUSE, 2.9 METERS (9.6 FT) WEST OF AN EXTENDED LINE OF THE NORTH
 DM1064'EDGE OF THE CEMENT FOUNDATION OF THE CHURCH PORTICO, AND 11.0 METERS
 DM1064'(36.0 FT) SOUTH OF A FENCE LINE.
 DM1064'THE MARK IS ABOVE LEVEL WITH GRAVEL PARKING LOT.
 DM1064
 DM1064                          STATION RECOVERY (1987)
 DM1064
 DM1064'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1064'RECOVERED IN GOOD CONDITION.
 DM1064
 DM1064                          STATION RECOVERY (1988)
 DM1064
 DM1064'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1064'RECOVERED IN GOOD CONDITION.
 DM1064
 DM1064                          STATION RECOVERY (1989)
 DM1064
 DM1064'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1064'RECOVERED IN GOOD CONDITION.
 DM1064
 DM1064                          STATION RECOVERY (1990)
 DM1064
 DM1064'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1064'RECOVERED IN GOOD CONDITION.
 DM1064
 DM1064                          STATION RECOVERY (1992)
 DM1064
 DM1064'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1076 ***********************************************************************
 DM1076  DESIGNATION -  B 304
 DM1076  PID         -  DM1076
 DM1076  STATE/COUNTY-  AR/LITTLE RIVER
 DM1076  USGS QUAD   -  FALLS CHAPEL (1975)
 DM1076
 DM1076                         *CURRENT SURVEY CONTROL
 DM1076  ___________________________________________________________________
 DM1076* NAD 83(1986)-  33 45 13.     (N)    094 11 56.     (W)     SCALED    
 DM1076* NAVD 88     -        96.822  (meters)     317.66   (feet)  ADJUSTED  
 DM1076  ___________________________________________________________________
 DM1076  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DM1076  DYNAMIC HT  -          96.722 (meters)     317.33  (feet)  COMP
 DM1076  MODELED GRAV-     979,606.6   (mgal)                       NAVD 88
 DM1076
 DM1076  VERT ORDER  -  FIRST     CLASS II
 DM1076
 DM1076.The horizontal coordinates were scaled from a topographic map and have
 DM1076.an estimated accuracy of +/- 6 seconds.
 DM1076
 DM1076.The orthometric height was determined by differential leveling
 DM1076.and adjusted by the National Geodetic Survey in June 1991..
 DM1076
 DM1076.The geoid height was determined by GEOID03.
 DM1076
 DM1076.The dynamic height is computed by dividing the NAVD 88
 DM1076.geopotential number by the normal gravity value computed on the
 DM1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1076.degrees latitude (g = 980.6199 gals.).
 DM1076
 DM1076.The modeled gravity was interpolated from observed gravity values.
 DM1076
 DM1076;                    North         East    Units  Estimated Accuracy
 DM1076;SPC AR S     -   522,740.      196,300.      MT  (+/- 180 meters Scaled)
 DM1076
 DM1076                          SUPERSEDED SURVEY CONTROL
 DM1076
 DM1076.No superseded survey control is available for this station.
 DM1076
 DM1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT889354(NAD 83)
 DM1076_MARKER: I = METAL ROD
 DM1076_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1076_SP_SET: STAINLESS STEEL ROD
 DM1076_STAMPING: B 304 1985
 DM1076_MARK LOGO: NGS   
 DM1076_PROJECTION: FLUSH
 DM1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1076_ROD/PIPE-DEPTH: 6.1  meters
 DM1076
 DM1076  HISTORY     - Date     Condition        Report By
 DM1076  HISTORY     - 1985     MONUMENTED       NGS
 DM1076  HISTORY     - 1987     GOOD             USPSQD
 DM1076  HISTORY     - 1988     GOOD             USPSQD
 DM1076  HISTORY     - 1989     GOOD             USPSQD
 DM1076  HISTORY     - 1990     GOOD             USPSQD
 DM1076  HISTORY     - 19920823 GOOD             USPSQD
 DM1076
 DM1076                          STATION DESCRIPTION
 DM1076
 DM1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1076'8.7 KM (5.4 MI) ESE FROM ALLEENE.
 DM1076'8.7 KM (5.4 MI) EAST-SOUTHEAST ALONG STATE ROUTE 234 FROM THE POST
 DM1076'OFFICE IN ALLEENE, ALSO 6.0 KM (3.7 MI) WEST ALONG STATE ROUTE 234
 DM1076'FROM THE JUNCTION OF U.S. HIGHWAY 71 AND THE POST OFFICE IN WILTON, AT
 DM1076'A DIRT WOODS ROAD LEADING WEST, SET BETWEEN TWO WITNESS POSTS,
 DM1076'18.8 METERS (61.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DM1076'10.7 METERS (35.0 FT) NORTH OF THE APPROXIMATE CENTER OF THE DIRT
 DM1076'WOODS ROAD, AND 6.5 METERS (21.4 FT) SOUTHWEST OF A UTILITY POLE.
 DM1076'NOTE, DRIVEN TO REFUSAL.
 DM1076'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 DM1076'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1076
 DM1076                          STATION RECOVERY (1987)
 DM1076
 DM1076'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1076'RECOVERED IN GOOD CONDITION.
 DM1076
 DM1076                          STATION RECOVERY (1988)
 DM1076
 DM1076'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1076'RECOVERED IN GOOD CONDITION.
 DM1076
 DM1076                          STATION RECOVERY (1989)
 DM1076
 DM1076'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1076'RECOVERED IN GOOD CONDITION.
 DM1076
 DM1076                          STATION RECOVERY (1990)
 DM1076
 DM1076'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1076'RECOVERED IN GOOD CONDITION.
 DM1076
 DM1076                          STATION RECOVERY (1992)
 DM1076
 DM1076'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2607 ***********************************************************************
 EH2607  DESIGNATION -  B 305
 EH2607  PID         -  EH2607
 EH2607  STATE/COUNTY-  AR/PHILLIPS
 EH2607  USGS QUAD   -  MOON LAKE (1964)
 EH2607
 EH2607                         *CURRENT SURVEY CONTROL
 EH2607  ___________________________________________________________________
 EH2607* NAD 83(1986)-  34 29 57.     (N)    090 35 55.     (W)     SCALED    
 EH2607* NAVD 88     -        57.276  (meters)     187.91   (feet)  ADJUSTED  
 EH2607  ___________________________________________________________________
 EH2607  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH2607  DYNAMIC HT  -          57.221 (meters)     187.73  (feet)  COMP
 EH2607  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EH2607
 EH2607  VERT ORDER  -  FIRST     CLASS II
 EH2607
 EH2607.The horizontal coordinates were scaled from a topographic map and have
 EH2607.an estimated accuracy of +/- 6 seconds.
 EH2607
 EH2607.The orthometric height was determined by differential leveling
 EH2607.and adjusted by the National Geodetic Survey in June 1991..
 EH2607
 EH2607.The geoid height was determined by GEOID03.
 EH2607
 EH2607.The dynamic height is computed by dividing the NAVD 88
 EH2607.geopotential number by the normal gravity value computed on the
 EH2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2607.degrees latitude (g = 980.6199 gals.).
 EH2607
 EH2607.The modeled gravity was interpolated from observed gravity values.
 EH2607
 EH2607;                    North         East    Units  Estimated Accuracy
 EH2607;SPC AR S     -   604,130.      528,700.      MT  (+/- 180 meters Scaled)
 EH2607
 EH2607                          SUPERSEDED SURVEY CONTROL
 EH2607
 EH2607  NGVD 29 (??/??/??)   57.309  (m)          188.02   (f) ADJUSTED    1 2
 EH2607
 EH2607.Superseded values are not recommended for survey control.
 EH2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2607.See file dsdata.txt to determine how the superseded data were derived.
 EH2607
 EH2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU204201(NAD 83)
 EH2607_MARKER: I = METAL ROD
 EH2607_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH2607_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH2607_STAMPING: B 305 1985
 EH2607_MARK LOGO: NGS   
 EH2607_PROJECTION: FLUSH
 EH2607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH2607+STABILITY: POSITION/ELEVATION WELL
 EH2607_ROD/PIPE-DEPTH: 23.2 meters
 EH2607_SLEEVE-DEPTH  : 6.1 meters
 EH2607
 EH2607  HISTORY     - Date     Condition        Report By
 EH2607  HISTORY     - 1985     MONUMENTED       NGS
 EH2607  HISTORY     - 20010619 GOOD             NGS
 EH2607
 EH2607                          STATION DESCRIPTION
 EH2607
 EH2607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2607'3.9 KM (2.4 MI) SOUTH FROM HELENA.
 EH2607'3.6 KM (2.25 MI) SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY
 EH2607'STREET IN HELENA, THENCE 0.24 KM (0.15 MI) WEST ALONG U.S. HIGHWAY 49,
 EH2607'AT THE ARKANSAS HIGHWAY POLICE PERMIT STATION, ALSO 0.24 KM (0.15 MI)
 EH2607'WEST ALONG U.S. HIGHWAY 49 FROM THE WEST ABUTMENT OF THE U.S. HIGHWAY
 EH2607'49 BRIDGE OVER THE MISSISSIPPI RIVER, 12.2 METERS (39.9 FT) SOUTH OF
 EH2607'THE CENTERLINE OF THE HIGHWAY, 12.3 METERS (40.2 FT) WEST-NORTHWEST OF
 EH2607'THE SOUTHWEST CORNER OF THE PERMIT STATION GARAGE, 13.0 METERS
 EH2607'(42.5 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE PERMIT STATION
 EH2607'GARAGE, 0.67 METERS (2.2 FT) SOUTH OF A SMALL PARKING AREA CURB, AND
 EH2607'4.0 METERS (13.0 FT) EAST OF THE CENTER ONE OF THREE METAL LEGS OF THE
 EH2607'HIGHWAY POLICE WEIGH STATION SIGN.
 EH2607'THE MARK IS 0.15 M ABOVE HIGHWAY 49.
 EH2607
 EH2607                          STATION RECOVERY (2001)
 EH2607
 EH2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 EH2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1240 ***********************************************************************
 DL1240  DESIGNATION -  B 307
 DL1240  PID         -  DL1240
 DL1240  STATE/COUNTY-  AR/MILLER
 DL1240  USGS QUAD   -  MANDEVILLE (1975)
 DL1240
 DL1240                         *CURRENT SURVEY CONTROL
 DL1240  ___________________________________________________________________
 DL1240* NAD 83(1997)-  33 25 48.43579(N)    093 59 17.39775(W)     ADJUSTED  
 DL1240* NAVD 88     -       113.805  (meters)     373.38   (feet)  ADJUSTED  
 DL1240  ___________________________________________________________________
 DL1240  X           -    -370,593.642 (meters)                     COMP
 DL1240  Y           -  -5,315,512.871 (meters)                     COMP
 DL1240  Z           -   3,493,916.579 (meters)                     COMP
 DL1240  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DL1240  ELLIP HEIGHT-          86.95  (meters)          (12/12/01) GPS OBS
 DL1240  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1240  DYNAMIC HT  -         113.683 (meters)     372.98  (feet)  COMP
 DL1240  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 DL1240
 DL1240  HORZ ORDER  -  FIRST
 DL1240  VERT ORDER  -  FIRST     CLASS II
 DL1240  ELLP ORDER  -  THIRD     CLASS I
 DL1240
 DL1240.The horizontal coordinates were established by GPS observations
 DL1240.and adjusted by the National Geodetic Survey in February 2000..
 DL1240
 DL1240.The orthometric height was determined by differential leveling
 DL1240.and adjusted by the National Geodetic Survey in June 1991..
 DL1240
 DL1240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1240
 DL1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1240
 DL1240.The ellipsoidal height was determined by GPS observations
 DL1240.and is referenced to NAD 83.
 DL1240
 DL1240.The geoid height was determined by GEOID03.
 DL1240
 DL1240.The dynamic height is computed by dividing the NAVD 88
 DL1240.geopotential number by the normal gravity value computed on the
 DL1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1240.degrees latitude (g = 980.6199 gals.).
 DL1240
 DL1240.The modeled gravity was interpolated from observed gravity values.
 DL1240
 DL1240;                    North         East     Units Scale Factor Converg.
 DL1240;SPC AR S     -   486,472.636   215,122.738   MT  0.99997370   -1 06 45.9
 DL1240;SPC AR S     - 1,596,035.64    705,781.85   sFT  0.99997370   -1 06 45.9
 DL1240;UTM  15      - 3,699,408.295   408,138.342   MT  0.99970404   -0 32 40.0
 DL1240
 DL1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1240!SPC AR S     -   0.99998635  x   0.99997370  =   0.99996005
 DL1240!UTM  15      -   0.99998635  x   0.99970404  =   0.99969039
 DL1240
 DL1240                          SUPERSEDED SURVEY CONTROL
 DL1240
 DL1240  NAVD 88 (02/28/00)  113.81   (m)          373.4    (f) LEVELING    3  
 DL1240
 DL1240.Superseded values are not recommended for survey control.
 DL1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1240.See file dsdata.txt to determine how the superseded data were derived.
 DL1240
 DL1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0813899408(NAD 83)
 DL1240_MARKER: I = METAL ROD
 DL1240_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1240_SP_SET: STAINLESS STEEL ROD
 DL1240_STAMPING: B 307 1985
 DL1240_MARK LOGO: NGS   
 DL1240_PROJECTION: FLUSH
 DL1240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1240+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1999
 DL1240_ROD/PIPE-DEPTH: 7.3  meters
 DL1240
 DL1240  HISTORY     - Date     Condition        Report By
 DL1240  HISTORY     - 1985     MONUMENTED       NGS
 DL1240  HISTORY     - 19990523 GOOD             NGS
 DL1240
 DL1240                          STATION DESCRIPTION
 DL1240
 DL1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DL1240'5.2 KM (3.25 MI) EAST FROM TEXARKANA.
 DL1240'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 82 FROM ITS WEST
 DL1240'JUNCTION WITH U.S. HIGHWAY 71 IN TEXARKANA, 154.7 M (507.5 FT) WEST
 DL1240'OF THE CENTER OF MEADOW ROAD, 18.5 M (60.7 FT) SOUTH OF THE
 DL1240'CENTERLINE OF THE HIGHWAY, 4.7 M (15.4 FT) WEST OF THE CENTER OF A
 DL1240'DRIVEWAY LEADING SOUTH TO HOUSE NUMBER 4904, 2.2 M (7.2 FT) SOUTHWEST
 DL1240'OF UTILITY POLE NUMBER 31295, AND 1.6 M (5.2 FT) WEST OF A FENCE
 DL1240'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 DL1240'CAP.
 DL1240'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DL1240'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DL1240
 DL1240                          STATION RECOVERY (1999)
 DL1240
 DL1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 DL1240'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1097 ***********************************************************************
 DM1097  DESIGNATION -  B 308
 DM1097  PID         -  DM1097
 DM1097  STATE/COUNTY-  AR/LITTLE RIVER
 DM1097  USGS QUAD   -  ARDEN (1975)
 DM1097
 DM1097                         *CURRENT SURVEY CONTROL
 DM1097  ___________________________________________________________________
 DM1097* NAD 83(1986)-  33 40 16.     (N)    094 19 57.     (W)     SCALED    
 DM1097* NAVD 88     -       102.764  (meters)     337.15   (feet)  ADJUSTED  
 DM1097  ___________________________________________________________________
 DM1097  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1097  DYNAMIC HT  -         102.657 (meters)     336.80  (feet)  COMP
 DM1097  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 DM1097
 DM1097  VERT ORDER  -  FIRST     CLASS II
 DM1097
 DM1097.The horizontal coordinates were scaled from a topographic map and have
 DM1097.an estimated accuracy of +/- 6 seconds.
 DM1097
 DM1097.The orthometric height was determined by differential leveling
 DM1097.and adjusted by the National Geodetic Survey in June 1991..
 DM1097
 DM1097.The geoid height was determined by GEOID03.
 DM1097
 DM1097.The dynamic height is computed by dividing the NAVD 88
 DM1097.geopotential number by the normal gravity value computed on the
 DM1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1097.degrees latitude (g = 980.6199 gals.).
 DM1097
 DM1097.The modeled gravity was interpolated from observed gravity values.
 DM1097
 DM1097;                    North         East    Units  Estimated Accuracy
 DM1097;SPC AR S     -   513,870.      183,720.      MT  (+/- 180 meters Scaled)
 DM1097
 DM1097                          SUPERSEDED SURVEY CONTROL
 DM1097
 DM1097.No superseded survey control is available for this station.
 DM1097
 DM1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT764264(NAD 83)
 DM1097_MARKER: I = METAL ROD
 DM1097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1097_SP_SET: STAINLESS STEEL ROD
 DM1097_STAMPING: B 308 1986
 DM1097_MARK LOGO: NGS   
 DM1097_PROJECTION: FLUSH
 DM1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1097_ROD/PIPE-DEPTH: 5.5  meters
 DM1097
 DM1097  HISTORY     - Date     Condition        Report By
 DM1097  HISTORY     - 1986     MONUMENTED       NGS
 DM1097
 DM1097                          STATION DESCRIPTION
 DM1097
 DM1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1097'9.5 KM (5.9 MI) SE FROM FOREMAN.
 DM1097'9.5 KM (5.9 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST
 DM1097'JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN, 1.0 KM (0.6 MI) NORTHWEST
 DM1097'OF THE INTERSECTION OF STATE HIGHWAY 399, 15.6 M (51.2 FT) NORTHEAST
 DM1097'OF THE NORTHEAST CORNER OF A HOUSE, 12.5 M (41.0 FT) SOUTH OF THE
 DM1097'CENTERLINE OF THE HIGHWAY, 2.8 M (9.2 FT) EAST OF THE EXTENDED CENTER
 DM1097'OF A GRAVELED ROAD LEADING NORTH, AND 0.5 M (1.6 FT) SOUTH OF A FENCE
 DM1097'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1097'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DM1097'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0908 ***********************************************************************
 GG0908  DESIGNATION -  B 309
 GG0908  PID         -  GG0908
 GG0908  STATE/COUNTY-  AR/WASHINGTON
 GG0908  USGS QUAD   -  SPRINGDALE (1994)
 GG0908
 GG0908                         *CURRENT SURVEY CONTROL
 GG0908  ___________________________________________________________________
 GG0908* NAD 83(1986)-  36 09 26.     (N)    094 08 37.     (W)     SCALED    
 GG0908* NAVD 88     -       399.722  (meters)    1311.42   (feet)  ADJUSTED  
 GG0908  ___________________________________________________________________
 GG0908  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0908  DYNAMIC HT  -         399.366 (meters)    1310.25  (feet)  COMP
 GG0908  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 GG0908
 GG0908  VERT ORDER  -  FIRST     CLASS II
 GG0908
 GG0908.The horizontal coordinates were scaled from a topographic map and have
 GG0908.an estimated accuracy of +/- 6 seconds.
 GG0908
 GG0908.The orthometric height was determined by differential leveling
 GG0908.and adjusted by the National Geodetic Survey in June 1991..
 GG0908
 GG0908.The geoid height was determined by GEOID03.
 GG0908
 GG0908.The dynamic height is computed by dividing the NAVD 88
 GG0908.geopotential number by the normal gravity value computed on the
 GG0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0908.degrees latitude (g = 980.6199 gals.).
 GG0908
 GG0908.The modeled gravity was interpolated from observed gravity values.
 GG0908
 GG0908;                    North         East    Units  Estimated Accuracy
 GG0908;SPC AR N     -   204,450.      207,130.      MT  (+/- 180 meters Scaled)
 GG0908
 GG0908                          SUPERSEDED SURVEY CONTROL
 GG0908
 GG0908  NGVD 29 (10/05/93)  399.566  (m)         1310.91   (f) ADJUSTED    1 2
 GG0908
 GG0908.Superseded values are not recommended for survey control.
 GG0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0908.See file dsdata.txt to determine how the superseded data were derived.
 GG0908
 GG0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA971019(NAD 83)
 GG0908_MARKER: DV = VERTICAL CONTROL DISK
 GG0908_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0908_SP_SET: ABUTMENT
 GG0908_STAMPING: B 309 1989
 GG0908_MARK LOGO: NGS   
 GG0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0908+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 GG0908
 GG0908  HISTORY     - Date     Condition        Report By
 GG0908  HISTORY     - 1989     MONUMENTED       NGS
 GG0908  HISTORY     - 20050226 GOOD             AANDKS
 GG0908
 GG0908                          STATION DESCRIPTION
 GG0908
 GG0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0908'IN SPRINGDALE, AT THE INTERSECTION OF U.S. HIGHWAY 71B AND THE
 GG0908'ARKANSAS AND MISSOURI RAILROAD, IN TOP OF AND 2.5 M (8.2 FT) NORTH OF
 GG0908'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS
 GG0908'OF THE HIGHWAY, 17.0 M (55.8 FT) EAST OF THE CENTERLINE OF THE
 GG0908'HIGHWAY, 1.4 M (4.6 FT) SOUTH OF THE NEAR RAIL, AND 0.2 M (0.7 FT)
 GG0908'BELOW THE LEVEL OF THE TRACK.
 GG0908
 GG0908                          STATION RECOVERY (2005)
 GG0908
 GG0908'RECOVERY NOTE BY A AND K SURVEYING 2005 (KLD)
 GG0908'RECOVERED IN GOOD CONDITION, SITE SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1632 ***********************************************************************
 FF1632  DESIGNATION -  B 31
 FF1632  PID         -  FF1632
 FF1632  STATE/COUNTY-  AR/INDEPENDENCE
 FF1632  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1632
 FF1632                         *CURRENT SURVEY CONTROL
 FF1632  ___________________________________________________________________
 FF1632* NAD 83(1986)-  35 46 51.     (N)    091 37 17.     (W)     SCALED    
 FF1632* NAVD 88     -        87.320  (meters)     286.48   (feet)  ADJUSTED  
 FF1632  ___________________________________________________________________
 FF1632  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF1632  DYNAMIC HT  -          87.245 (meters)     286.24  (feet)  COMP
 FF1632  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 FF1632
 FF1632  VERT ORDER  -  SECOND    CLASS 0
 FF1632
 FF1632.The horizontal coordinates were scaled from a topographic map and have
 FF1632.an estimated accuracy of +/- 6 seconds.
 FF1632
 FF1632.The orthometric height was determined by differential leveling
 FF1632.and adjusted by the National Geodetic Survey in June 1991..
 FF1632
 FF1632.The geoid height was determined by GEOID03.
 FF1632
 FF1632.The dynamic height is computed by dividing the NAVD 88
 FF1632.geopotential number by the normal gravity value computed on the
 FF1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1632.degrees latitude (g = 980.6199 gals.).
 FF1632
 FF1632.The modeled gravity was interpolated from observed gravity values.
 FF1632
 FF1632;                    North         East    Units  Estimated Accuracy
 FF1632;SPC AR N     -   160,660.      434,230.      MT  (+/- 180 meters Scaled)
 FF1632
 FF1632                          SUPERSEDED SURVEY CONTROL
 FF1632
 FF1632  NGVD 29 (??/??/??)   87.246  (m)          286.24   (f) ADJUSTED    2 0
 FF1632
 FF1632.Superseded values are not recommended for survey control.
 FF1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1632.See file dsdata.txt to determine how the superseded data were derived.
 FF1632
 FF1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV245605(NAD 83)
 FF1632_MARKER: DD = SURVEY DISK
 FF1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1632_STAMPING: B 31 1934 286.240
 FF1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1632+STABILITY: SURFACE MOTION
 FF1632
 FF1632  HISTORY     - Date     Condition        Report By
 FF1632  HISTORY     - 1934     MONUMENTED       ARGS
 FF1632  HISTORY     - 1955     GOOD             CGS
 FF1632  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1632
 FF1632                          STATION DESCRIPTION
 FF1632
 FF1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1632'2 MI NE FROM BATESVILLE.
 FF1632'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1632'AT BATESVILLE, THENCE 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11,
 FF1632'THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD, AT THE CROSSING
 FF1632'OF THE MISSOURI PACIFIC RAILROAD, 0.3 MILE EAST OF THE OVERPASS
 FF1632'OF STATE HIGHWAY 11, 14.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 FF1632'TRACK, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 16.6 FEET
 FF1632'SOUTH OF THE SOUTH RAIL OF A SPUR TRACK, 5.6 FEET SOUTHWEST OF
 FF1632'A POWER POLE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 FF1632'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FF1632
 FF1632                          STATION RECOVERY (1986)
 FF1632
 FF1632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1250 ***********************************************************************
 DL1250  DESIGNATION -  B 310
 DL1250  PID         -  DL1250
 DL1250  STATE/COUNTY-  AR/MILLER
 DL1250  USGS QUAD   -  FOUKE NE (1975)
 DL1250
 DL1250                         *CURRENT SURVEY CONTROL
 DL1250  ___________________________________________________________________
 DL1250* NAD 83(1986)-  33 24 40.     (N)    093 45 26.     (W)     SCALED    
 DL1250* NAVD 88     -        69.950  (meters)     229.49   (feet)  ADJUSTED  
 DL1250  ___________________________________________________________________
 DL1250  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DL1250  DYNAMIC HT  -          69.875 (meters)     229.25  (feet)  COMP
 DL1250  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 DL1250
 DL1250  VERT ORDER  -  FIRST     CLASS II
 DL1250
 DL1250.The horizontal coordinates were scaled from a topographic map and have
 DL1250.an estimated accuracy of +/- 6 seconds.
 DL1250
 DL1250.The orthometric height was determined by differential leveling
 DL1250.and adjusted by the National Geodetic Survey in June 1991..
 DL1250
 DL1250.The geoid height was determined by GEOID03.
 DL1250
 DL1250.The dynamic height is computed by dividing the NAVD 88
 DL1250.geopotential number by the normal gravity value computed on the
 DL1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1250.degrees latitude (g = 980.6199 gals.).
 DL1250
 DL1250.The modeled gravity was interpolated from observed gravity values.
 DL1250
 DL1250;                    North         East    Units  Estimated Accuracy
 DL1250;SPC AR S     -   483,970.      236,560.      MT  (+/- 180 meters Scaled)
 DL1250
 DL1250                          SUPERSEDED SURVEY CONTROL
 DL1250
 DL1250.No superseded survey control is available for this station.
 DL1250
 DL1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS295971(NAD 83)
 DL1250_MARKER: I = METAL ROD
 DL1250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1250_SP_SET: STAINLESS STEEL ROD
 DL1250_STAMPING: B 310 1985
 DL1250_MARK LOGO: NGS   
 DL1250_PROJECTION: FLUSH
 DL1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1250_ROD/PIPE-DEPTH: 19.5 meters
 DL1250
 DL1250  HISTORY     - Date     Condition        Report By
 DL1250  HISTORY     - 1985     MONUMENTED       NGS
 DL1250
 DL1250                          STATION DESCRIPTION
 DL1250
 DL1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DL1250'8.7 KM (5.4 MI) NW FROM GARLAND CITY.
 DL1250'8.7 KM (5.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 82 FROM ITS
 DL1250'JUNCTION WITH STATE HIGHWAY 134 IN GARLAND CITY, 1.3 KM (0.8 MI) WEST
 DL1250'OF THE INTERSECTION OF STATE HIGHWAY 296, 0.4 KM (0.25 MI) EAST OF
 DL1250'THE INTERSECTION OF A PAVED ROAD LEADING NORTH, 18.3 M (60.0 FT)
 DL1250'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.4 M (14.4 FT) WEST OF THE
 DL1250'CENTER OF A FIELD ENTRANCE, AND 0.7 M (2.3 FT) EAST OF A UTILITY
 DL1250'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DL1250'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 DL1250'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1197 ***********************************************************************
 FH1197  DESIGNATION -  B 311
 FH1197  PID         -  FH1197
 FH1197  STATE/COUNTY-  AR/SEBASTIAN
 FH1197  USGS QUAD   -  FORT SMITH (1987)
 FH1197
 FH1197                         *CURRENT SURVEY CONTROL
 FH1197  ___________________________________________________________________
 FH1197* NAD 83(1986)-  35 24 05.     (N)    094 24 52.     (W)     SCALED    
 FH1197* NAVD 88     -       126.544  (meters)     415.17   (feet)  ADJUSTED  
 FH1197  ___________________________________________________________________
 FH1197  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FH1197  DYNAMIC HT  -         126.426 (meters)     414.78  (feet)  COMP
 FH1197  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FH1197
 FH1197  VERT ORDER  -  FIRST     CLASS II
 FH1197
 FH1197.The horizontal coordinates were scaled from a topographic map and have
 FH1197.an estimated accuracy of +/- 6 seconds.
 FH1197
 FH1197.The orthometric height was determined by differential leveling
 FH1197.and adjusted by the National Geodetic Survey in June 1991..
 FH1197
 FH1197.The geoid height was determined by GEOID03.
 FH1197
 FH1197.The dynamic height is computed by dividing the NAVD 88
 FH1197.geopotential number by the normal gravity value computed on the
 FH1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1197.degrees latitude (g = 980.6199 gals.).
 FH1197
 FH1197.The modeled gravity was interpolated from observed gravity values.
 FH1197
 FH1197;                    North         East    Units  Estimated Accuracy
 FH1197;SPC AR N     -   121,180.      180,710.      MT  (+/- 180 meters Scaled)
 FH1197
 FH1197                          SUPERSEDED SURVEY CONTROL
 FH1197
 FH1197  NGVD 29 (10/05/93)  126.454  (m)          414.87   (f) ADJUSTED    1 2
 FH1197
 FH1197.Superseded values are not recommended for survey control.
 FH1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1197.See file dsdata.txt to determine how the superseded data were derived.
 FH1197
 FH1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV715184(NAD 83)
 FH1197_MARKER: DV = VERTICAL CONTROL DISK
 FH1197_SETTING: 66 = SET IN ROCK OUTCROP
 FH1197_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1197_STAMPING: B 311 1989
 FH1197_MARK LOGO: NGS   
 FH1197_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1197+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1197
 FH1197  HISTORY     - Date     Condition        Report By
 FH1197  HISTORY     - 1989     MONUMENTED       NGS
 FH1197
 FH1197                          STATION DESCRIPTION
 FH1197
 FH1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1197'IN FORT SMITH, AT THE INTERSECTION OF NORTH P STREET AND BALLMAN
 FH1197'ROAD, IN BEDROCK 0.3 M (1.0 FT) BELOW THE GROUND SURFACE ACCESS TO
 FH1197'WHICH IS THROUGH A 5-INCH LOGO CAP, 44.0 M (144.4 FT) SOUTHEAST OF
 FH1197'THE EXTENDED CENTER OF THE ROAD, 12.4 M (40.7 FT) NORTHEAST OF THE
 FH1197'CENTER OF THE STREET, 1.3 M (4.3 FT) NORTHWEST OF A UTILITY POLE, AND
 FH1197'0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1219 ***********************************************************************
 FH1219  DESIGNATION -  B 312
 FH1219  PID         -  FH1219
 FH1219  STATE/COUNTY-  AR/CRAWFORD
 FH1219  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1219
 FH1219                         *CURRENT SURVEY CONTROL
 FH1219  ___________________________________________________________________
 FH1219* NAD 83(1986)-  35 38 28.     (N)    094 10 00.     (W)     SCALED    
 FH1219* NAVD 88     -       222.964  (meters)     731.51   (feet)  ADJUSTED  
 FH1219  ___________________________________________________________________
 FH1219  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FH1219  DYNAMIC HT  -         222.758 (meters)     730.83  (feet)  COMP
 FH1219  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FH1219
 FH1219  VERT ORDER  -  FIRST     CLASS II
 FH1219
 FH1219.The horizontal coordinates were scaled from a topographic map and have
 FH1219.an estimated accuracy of +/- 6 seconds.
 FH1219
 FH1219.The orthometric height was determined by differential leveling
 FH1219.and adjusted by the National Geodetic Survey in June 1991..
 FH1219
 FH1219.The geoid height was determined by GEOID03.
 FH1219
 FH1219.The dynamic height is computed by dividing the NAVD 88
 FH1219.geopotential number by the normal gravity value computed on the
 FH1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1219.degrees latitude (g = 980.6199 gals.).
 FH1219
 FH1219.The modeled gravity was interpolated from observed gravity values.
 FH1219
 FH1219;                    North         East    Units  Estimated Accuracy
 FH1219;SPC AR N     -   147,250.      203,790.      MT  (+/- 180 meters Scaled)
 FH1219
 FH1219                          SUPERSEDED SURVEY CONTROL
 FH1219
 FH1219  NGVD 29 (10/05/93)  222.833  (m)          731.08   (f) ADJUSTED    1 2
 FH1219
 FH1219.Superseded values are not recommended for survey control.
 FH1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1219.See file dsdata.txt to determine how the superseded data were derived.
 FH1219
 FH1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV943447(NAD 83)
 FH1219_MARKER: I = METAL ROD
 FH1219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1219_SP_SET: STAINLESS STEEL ROD
 FH1219_STAMPING: B 312 1989
 FH1219_MARK LOGO: NGS   
 FH1219_PROJECTION: FLUSH
 FH1219_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1219+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1219_ROD/PIPE-DEPTH: 3.9  meters
 FH1219
 FH1219  HISTORY     - Date     Condition        Report By
 FH1219  HISTORY     - 1989     MONUMENTED       NGS
 FH1219
 FH1219                          STATION DESCRIPTION
 FH1219
 FH1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1219'IN MOUNTAINBURG, AT THE INTERSECTION OF COUNTY ROAD 385 (ASH DRIVE)
 FH1219'AND THE ARKANSAS AND MISSOURI RAILROAD, 20.4 M (66.9 FT) EAST OF THE
 FH1219'CENTER OF A DRIVEWAY LEADING SOUTH, 7.0 M (23.0 FT) SOUTH OF THE
 FH1219'CENTER OF THE ROAD, 5.2 M (17.1 FT) WEST OF THE NEAR RAIL, 0.3 M (1.0
 FH1219'FT) EAST OF A WITNESS POST AND FENCE, AND LEVEL WITH THE ROAD.
 FH1219'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1244 ***********************************************************************
 FH1244  DESIGNATION -  B 313
 FH1244  PID         -  FH1244
 FH1244  STATE/COUNTY-  AR/WASHINGTON
 FH1244  USGS QUAD   -  BRENTWOOD (1983)
 FH1244
 FH1244                         *CURRENT SURVEY CONTROL
 FH1244  ___________________________________________________________________
 FH1244* NAD 83(1986)-  35 51 36.     (N)    094 06 25.     (W)     SCALED    
 FH1244* NAVD 88     -       452.240  (meters)    1483.72   (feet)  ADJUSTED  
 FH1244  ___________________________________________________________________
 FH1244  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FH1244  DYNAMIC HT  -         451.817 (meters)    1482.34  (feet)  COMP
 FH1244  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 FH1244
 FH1244  VERT ORDER  -  FIRST     CLASS II
 FH1244
 FH1244.The horizontal coordinates were scaled from a topographic map and have
 FH1244.an estimated accuracy of +/- 6 seconds.
 FH1244
 FH1244.The orthometric height was determined by differential leveling
 FH1244.and adjusted by the National Geodetic Survey in June 1991..
 FH1244
 FH1244.The geoid height was determined by GEOID03.
 FH1244
 FH1244.The dynamic height is computed by dividing the NAVD 88
 FH1244.geopotential number by the normal gravity value computed on the
 FH1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1244.degrees latitude (g = 980.6199 gals.).
 FH1244
 FH1244.The modeled gravity was interpolated from observed gravity values.
 FH1244
 FH1244;                    North         East    Units  Estimated Accuracy
 FH1244;SPC AR N     -   171,410.      209,720.      MT  (+/- 180 meters Scaled)
 FH1244
 FH1244                          SUPERSEDED SURVEY CONTROL
 FH1244
 FH1244  NGVD 29 (10/05/93)  452.082  (m)         1483.21   (f) ADJUSTED    1 2
 FH1244
 FH1244.Superseded values are not recommended for survey control.
 FH1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1244.See file dsdata.txt to determine how the superseded data were derived.
 FH1244
 FH1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV000689(NAD 83)
 FH1244_MARKER: I = METAL ROD
 FH1244_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1244+WITH SETTING: INFORMATION.
 FH1244_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1244_STAMPING: B 313 1989
 FH1244_MARK LOGO: NGS   
 FH1244_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1244+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 FH1244
 FH1244  HISTORY     - Date     Condition        Report By
 FH1244  HISTORY     - 1989     MONUMENTED       NGS
 FH1244  HISTORY     - 20030623 GOOD             ARHD
 FH1244
 FH1244                          STATION DESCRIPTION
 FH1244
 FH1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1244'IN BRENTWOOD, AT THE INTERSECTION OF U.S. HIGHWAY 71 AND COUNTY ROAD
 FH1244'39, A METAL ROD DRIVEN TO REFUSAL AT 1.8 M AND FLUSH WITH GROUND, 39,
 FH1244'17.0 M (55.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.8 M
 FH1244'(22.3 FT) WEST OF THE CENTER OF A DRIVEWAY AND GATE, 6.7 M (22.0 FT)
 FH1244'SOUTH OF THE CENTERLINE OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A
 FH1244'WITNESS POST AND FENCE, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO
 FH1244'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FH1244
 FH1244                          STATION RECOVERY (2003)
 FH1244
 FH1244'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 FH1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2173 ***********************************************************************
 FF2173  DESIGNATION -  B 314
 FF2173  PID         -  FF2173
 FF2173  STATE/COUNTY-  AR/CRITTENDEN
 FF2173  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2173
 FF2173                         *CURRENT SURVEY CONTROL
 FF2173  ___________________________________________________________________
 FF2173* NAD 83(1986)-  35 13 51.     (N)    090 12 17.     (W)     SCALED    
 FF2173* NAVD 88     -        68.541  (meters)     224.87   (feet)  ADJUSTED  
 FF2173  ___________________________________________________________________
 FF2173  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2173  DYNAMIC HT  -          68.480 (meters)     224.67  (feet)  COMP
 FF2173  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF2173
 FF2173  VERT ORDER  -  FIRST     CLASS II
 FF2173
 FF2173.The horizontal coordinates were scaled from a topographic map and have
 FF2173.an estimated accuracy of +/- 6 seconds.
 FF2173
 FF2173.The orthometric height was determined by differential leveling
 FF2173.and adjusted by the National Geodetic Survey in January 1995..
 FF2173
 FF2173.The geoid height was determined by GEOID03.
 FF2173
 FF2173.The dynamic height is computed by dividing the NAVD 88
 FF2173.geopotential number by the normal gravity value computed on the
 FF2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2173.degrees latitude (g = 980.6199 gals.).
 FF2173
 FF2173.The modeled gravity was interpolated from observed gravity values.
 FF2173
 FF2173;                    North         East    Units  Estimated Accuracy
 FF2173;SPC AR N     -   101,060.      563,410.      MT  (+/- 180 meters Scaled)
 FF2173
 FF2173                          SUPERSEDED SURVEY CONTROL
 FF2173
 FF2173  NGVD 29 (10/05/93)   68.539  (m)          224.87   (f) ADJUSTED    1 2
 FF2173
 FF2173.Superseded values are not recommended for survey control.
 FF2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2173.See file dsdata.txt to determine how the superseded data were derived.
 FF2173
 FF2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV543022(NAD 83)
 FF2173_MARKER: I = METAL ROD
 FF2173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2173_SP_SET: STAINLESS STEEL ROD
 FF2173_STAMPING: B 314 1990
 FF2173_MARK LOGO: NGS   
 FF2173_PROJECTION: FLUSH
 FF2173_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2173+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF2173_ROD/PIPE-DEPTH: 21.8 meters
 FF2173
 FF2173  HISTORY     - Date     Condition        Report By
 FF2173  HISTORY     - 1990     MONUMENTED       NGS
 FF2173  HISTORY     - 20021016 GOOD             USACE
 FF2173
 FF2173                          STATION DESCRIPTION
 FF2173
 FF2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2173'2.0 KM (1.25 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 FF2173'U.S. HIGHWAY 64 IN MARION, 148.0 M (485.6 FT) EAST OF THE HIGHWAY
 FF2173'CENTERLINE, 20.7 M (67.9 FT) WEST OF THE NEAR RAIL, 9.0 M (29.5 FT)
 FF2173'NORTH OF AND LEVEL WITH THE CENTER OF A PAVED ROAD, 1.6 M (5.2 FT)
 FF2173'WEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE, AND 0.3 M
 FF2173'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 FF2173'POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2173
 FF2173                          STATION RECOVERY (2002)
 FF2173
 FF2173'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2198 ***********************************************************************
 FF2198  DESIGNATION -  B 315
 FF2198  PID         -  FF2198
 FF2198  STATE/COUNTY-  AR/CRAIGHEAD
 FF2198  USGS QUAD   -  JONESBORO (1983)
 FF2198
 FF2198                         *CURRENT SURVEY CONTROL
 FF2198  ___________________________________________________________________
 FF2198* NAD 83(1997)-  35 50 01.81934(N)    090 39 19.36480(W)     ADJUSTED  
 FF2198* NAVD 88     -        81.576  (meters)     267.64   (feet)  ADJUSTED  
 FF2198  ___________________________________________________________________
 FF2198  X           -     -59,214.315 (meters)                     COMP
 FF2198  Y           -  -5,176,518.944 (meters)                     COMP
 FF2198  Z           -   3,713,291.737 (meters)                     COMP
 FF2198  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 FF2198  ELLIP HEIGHT-          53.75  (meters)          (12/17/01) GPS OBS
 FF2198  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF2198  DYNAMIC HT  -          81.506 (meters)     267.41  (feet)  COMP
 FF2198  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 FF2198
 FF2198  HORZ ORDER  -  THIRD
 FF2198  VERT ORDER  -  FIRST     CLASS II
 FF2198  ELLP ORDER  -  FIRST     CLASS II
 FF2198
 FF2198.This mark is at Jonesboro Airport (JBR)
 FF2198
 FF2198.The horizontal coordinates were established by GPS observations
 FF2198.and adjusted by the National Geodetic Survey in February 2000..
 FF2198
 FF2198.The orthometric height was determined by differential leveling
 FF2198.and adjusted by the National Geodetic Survey in January 1995..
 FF2198
 FF2198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2198
 FF2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2198
 FF2198.The ellipsoidal height was determined by GPS observations
 FF2198.and is referenced to NAD 83.
 FF2198
 FF2198.The geoid height was determined by GEOID03.
 FF2198
 FF2198.The dynamic height is computed by dividing the NAVD 88
 FF2198.geopotential number by the normal gravity value computed on the
 FF2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2198.degrees latitude (g = 980.6199 gals.).
 FF2198
 FF2198.The modeled gravity was interpolated from observed gravity values.
 FF2198
 FF2198;                    North         East     Units Scale Factor Converg.
 FF2198;SPC AR N     -   167,299.091   521,479.381   MT  0.99994539   +0 46 56.8
 FF2198;SPC AR N     -   548,880.43  1,710,886.94   sFT  0.99994539   +0 46 56.8
 FF2198;UTM  15      - 3,968,056.566   711,776.256   MT  1.00015268   +1 22 23.3
 FF2198
 FF2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2198!SPC AR N     -   0.99999156  x   0.99994539  =   0.99993695
 FF2198!UTM  15      -   0.99999156  x   1.00015268  =   1.00014424
 FF2198
 FF2198                          SUPERSEDED SURVEY CONTROL
 FF2198
 FF2198  ELLIP H (02/17/00)   53.74   (m)                       GP(       ) 1 2
 FF2198  NAVD 88 (02/17/00)   81.58   (m)          267.7    (f) LEVELING    3  
 FF2198  NGVD 29 (10/05/93)   81.496  (m)          267.37   (f) ADJUSTED    1 2
 FF2198
 FF2198.Superseded values are not recommended for survey control.
 FF2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2198.See file dsdata.txt to determine how the superseded data were derived.
 FF2198
 FF2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1177668057(NAD 83)
 FF2198_MARKER: I = METAL ROD
 FF2198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2198_SP_SET: STAINLESS STEEL ROD
 FF2198_STAMPING: B 315 1990
 FF2198_MARK LOGO: NGS   
 FF2198_PROJECTION: FLUSH
 FF2198_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2198+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF2198_ROD/PIPE-DEPTH: 7.3  meters
 FF2198
 FF2198  HISTORY     - Date     Condition        Report By
 FF2198  HISTORY     - 1990     MONUMENTED       NGS
 FF2198  HISTORY     - 19990606 GOOD             NGS
 FF2198  HISTORY     - 20020816 GOOD             USACE
 FF2198
 FF2198                          STATION DESCRIPTION
 FF2198
 FF2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2198'0.8 KM (0.50 MI) NORTHEASTERLY ALONG AIRPORT ROAD FROM THE JUNCTION OF
 FF2198'THE BURLINGTON NORTHERN RAILROAD IN JONESBORO, AT THE JONESBORO
 FF2198'MUNICIPAL AIRPORT, 54.5 M (178.8 FT) WEST OF THE NORTHWEST CORNER OF
 FF2198'THE HYTROL COUNTY HANGAR, 31.0 M (101.7 FT) SOUTHEAST OF AND LEVEL
 FF2198'WITH THE ROAD CENTERLINE, 11.8 M (38.7 FT) NORTHEAST OF THE CENTER OF
 FF2198'A DRIVEWAY, 1.6 M (5.2 FT) NORTHEAST OF A FENCE CORNER, AND 0.35 M
 FF2198'(1.15 FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 FF2198'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2198
 FF2198                          STATION RECOVERY (1999)
 FF2198
 FF2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 FF2198'RECOVERED AS DESCRIBED.
 FF2198
 FF2198                          STATION RECOVERY (2002)
 FF2198
 FF2198'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1214 ***********************************************************************
 GE1214  DESIGNATION -  B 316
 GE1214  PID         -  GE1214
 GE1214  STATE/COUNTY-  AR/LAWRENCE
 GE1214  USGS QUAD   -  BLACK ROCK (1974)
 GE1214
 GE1214                         *CURRENT SURVEY CONTROL
 GE1214  ___________________________________________________________________
 GE1214* NAD 83(1986)-  36 04 07.     (N)    091 01 05.     (W)     SCALED    
 GE1214* NAVD 88     -        79.016  (meters)     259.24   (feet)  ADJUSTED  
 GE1214  ___________________________________________________________________
 GE1214  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GE1214  DYNAMIC HT  -          78.951 (meters)     259.03  (feet)  COMP
 GE1214  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GE1214
 GE1214  VERT ORDER  -  FIRST     CLASS II
 GE1214
 GE1214.The horizontal coordinates were scaled from a topographic map and have
 GE1214.an estimated accuracy of +/- 6 seconds.
 GE1214
 GE1214.The orthometric height was determined by differential leveling
 GE1214.and adjusted by the National Geodetic Survey in January 1995..
 GE1214
 GE1214.The geoid height was determined by GEOID03.
 GE1214
 GE1214.The dynamic height is computed by dividing the NAVD 88
 GE1214.geopotential number by the normal gravity value computed on the
 GE1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1214.degrees latitude (g = 980.6199 gals.).
 GE1214
 GE1214.The modeled gravity was interpolated from observed gravity values.
 GE1214
 GE1214;                    North         East    Units  Estimated Accuracy
 GE1214;SPC AR N     -   192,960.      488,460.      MT  (+/- 180 meters Scaled)
 GE1214
 GE1214                          SUPERSEDED SURVEY CONTROL
 GE1214
 GE1214  NGVD 29 (10/05/93)   78.927  (m)          258.95   (f) ADJUSTED    1 2
 GE1214
 GE1214.Superseded values are not recommended for survey control.
 GE1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1214.See file dsdata.txt to determine how the superseded data were derived.
 GE1214
 GE1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV784933(NAD 83)
 GE1214_MARKER: I = METAL ROD
 GE1214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1214_SP_SET: STAINLESS STEEL ROD
 GE1214_STAMPING: B 316 1990
 GE1214_MARK LOGO: NGS   
 GE1214_PROJECTION: PROJECTING 2 CENTIMETERS
 GE1214_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1214+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1214_ROD/PIPE-DEPTH: 3.1  meters
 GE1214
 GE1214  HISTORY     - Date     Condition        Report By
 GE1214  HISTORY     - 1990     MONUMENTED       NGS
 GE1214  HISTORY     - 20021026 GOOD             USACE
 GE1214
 GE1214                          STATION DESCRIPTION
 GE1214
 GE1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1214'4.5 KM (2.80 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE WEST
 GE1214'JUNCTION OF U.S. HIGHWAY 67 IN HOXIE, 18.6 M (61.0 FT) NORTHEAST OF
 GE1214'THE HIGHWAY CENTERLINE, 13.9 M (45.6 FT) SOUTHWEST OF THE NEAR RAIL
 GE1214'OF THE BURLINGTON NORTHERN RAILROAD, 7.0 M (23.0 FT) SOUTHEAST OF THE
 GE1214'CENTER OF A GRAVELED ROAD, 1.4 M (4.6 FT) NORTHEAST OF UTILITY
 GE1214'PEDESTAL NUMBER LP 4, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 GE1214'AND 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST. NOTE--ACCESS TO THE
 GE1214'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1214
 GE1214                          STATION RECOVERY (2002)
 GE1214
 GE1214'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1246 ***********************************************************************
 GE1246  DESIGNATION -  B 317
 GE1246  PID         -  GE1246
 GE1246  STATE/COUNTY-  AR/SHARP
 GE1246  USGS QUAD   -  WILLIFORD (1981)
 GE1246
 GE1246                         *CURRENT SURVEY CONTROL
 GE1246  ___________________________________________________________________
 GE1246* NAD 83(1986)-  36 16 20.     (N)    091 22 02.     (W)     SCALED    
 GE1246* NAVD 88     -       168.278  (meters)     552.09   (feet)  ADJUSTED  
 GE1246  ___________________________________________________________________
 GE1246  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE1246  DYNAMIC HT  -         168.137 (meters)     551.63  (feet)  COMP
 GE1246  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 GE1246
 GE1246  VERT ORDER  -  FIRST     CLASS II
 GE1246
 GE1246.The horizontal coordinates were scaled from a topographic map and have
 GE1246.an estimated accuracy of +/- 6 seconds.
 GE1246
 GE1246.The orthometric height was determined by differential leveling
 GE1246.and adjusted by the National Geodetic Survey in January 1995..
 GE1246
 GE1246.The geoid height was determined by GEOID03.
 GE1246
 GE1246.The dynamic height is computed by dividing the NAVD 88
 GE1246.geopotential number by the normal gravity value computed on the
 GE1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1246.degrees latitude (g = 980.6199 gals.).
 GE1246
 GE1246.The modeled gravity was interpolated from observed gravity values.
 GE1246
 GE1246;                    North         East    Units  Estimated Accuracy
 GE1246;SPC AR N     -   215,290.      456,860.      MT  (+/- 180 meters Scaled)
 GE1246
 GE1246                          SUPERSEDED SURVEY CONTROL
 GE1246
 GE1246  NGVD 29 (10/05/93)  168.173  (m)          551.75   (f) ADJUSTED    1 2
 GE1246
 GE1246.Superseded values are not recommended for survey control.
 GE1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1246.See file dsdata.txt to determine how the superseded data were derived.
 GE1246
 GE1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA466153(NAD 83)
 GE1246_MARKER: DV = VERTICAL CONTROL DISK
 GE1246_SETTING: 66 = SET IN ROCK OUTCROP
 GE1246_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1246_STAMPING: B 317 1992
 GE1246_MARK LOGO: NGS   
 GE1246_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1246+STABILITY: POSITION/ELEVATION WELL
 GE1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1246+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1246
 GE1246  HISTORY     - Date     Condition        Report By
 GE1246  HISTORY     - 1990     MONUMENTED       NGS
 GE1246
 GE1246                          STATION DESCRIPTION
 GE1246
 GE1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1246'12.6 KM (7.80 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1246'STATE HIGHWAY 90 IN RAVENDEN, IN THE SOUTHWESTERN 1/3 OF A 3 BY
 GE1246'6-FOOT AREA OF OUTCROPPING BEDROCK, 10.7 M (35.1 FT) NORTHEAST OF AND
 GE1246'LEVEL WITH THE HIGHWAY CENTER, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 GE1246'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1621 ***********************************************************************
 FF1621  DESIGNATION -  B 33
 FF1621  PID         -  FF1621
 FF1621  STATE/COUNTY-  AR/INDEPENDENCE
 FF1621  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1621
 FF1621                         *CURRENT SURVEY CONTROL
 FF1621  ___________________________________________________________________
 FF1621* NAD 83(1986)-  35 51 18.     (N)    091 34 08.     (W)     SCALED    
 FF1621* NAVD 88     -       157.293  (meters)     516.05   (feet)  ADJUSTED  
 FF1621  ___________________________________________________________________
 FF1621  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF1621  DYNAMIC HT  -         157.156 (meters)     515.60  (feet)  COMP
 FF1621  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 FF1621
 FF1621  VERT ORDER  -  SECOND    CLASS 0
 FF1621
 FF1621.The horizontal coordinates were scaled from a topographic map and have
 FF1621.an estimated accuracy of +/- 6 seconds.
 FF1621
 FF1621.The orthometric height was determined by differential leveling
 FF1621.and adjusted by the National Geodetic Survey in June 1991..
 FF1621
 FF1621.The geoid height was determined by GEOID03.
 FF1621
 FF1621.The dynamic height is computed by dividing the NAVD 88
 FF1621.geopotential number by the normal gravity value computed on the
 FF1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1621.degrees latitude (g = 980.6199 gals.).
 FF1621
 FF1621.The modeled gravity was interpolated from observed gravity values.
 FF1621
 FF1621;                    North         East    Units  Estimated Accuracy
 FF1621;SPC AR N     -   168,900.      438,940.      MT  (+/- 180 meters Scaled)
 FF1621
 FF1621                          SUPERSEDED SURVEY CONTROL
 FF1621
 FF1621  NGVD 29 (??/??/??)  157.212  (m)          515.79   (f) ADJUSTED    2 0
 FF1621
 FF1621.Superseded values are not recommended for survey control.
 FF1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1621.See file dsdata.txt to determine how the superseded data were derived.
 FF1621
 FF1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV292688(NAD 83)
 FF1621_MARKER: DD = SURVEY DISK
 FF1621_SETTING: 0 = UNSPECIFIED SETTING
 FF1621_STAMPING: B 33 1934
 FF1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1621
 FF1621  HISTORY     - Date     Condition        Report By
 FF1621  HISTORY     - 1934     MONUMENTED       ARGS
 FF1621  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1621  HISTORY     - 198612   GOOD             USGS
 FF1621
 FF1621                          STATION DESCRIPTION
 FF1621
 FF1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1621'8.3 MI NE FROM BATESVILLE.
 FF1621'T 14 N, R 5 W, NW 1/4 OF SW 1/4 OF SECTION 18, 30 FEET NORTH OF
 FF1621'CENTERLINE OF HIGHWAY 11, 43 FEET WEST OF CENTERLINE OF OLD
 FF1621'ROAD TO CAVE CITY, 86 FEET WEST OF NORTHWEST POST OF TIMBER
 FF1621'HIGHWAY BRIDGE OVER MILLERS CREEK, 125 FEET NORTH AND 80 FEET
 FF1621'WEST OF NORTHWEST CORNER OF OLD FARM HOUSE.
 FF1621
 FF1621                          STATION RECOVERY (1986)
 FF1621
 FF1621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FS)
 FF1621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0078 ***********************************************************************
 FF0078  DESIGNATION -  B 33
 FF0078  PID         -  FF0078
 FF0078  STATE/COUNTY-  AR/CRAIGHEAD
 FF0078  USGS QUAD   -  LEACHVILLE (1983)
 FF0078
 FF0078                         *CURRENT SURVEY CONTROL
 FF0078  ___________________________________________________________________
 FF0078* NAD 83(1986)-  35 54 52.     (N)    090 18 20.     (W)     SCALED    
 FF0078* NAVD 88     -        71.792  (meters)     235.54   (feet)  POSTED    
 FF0078  ___________________________________________________________________
 FF0078  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FF0078  DYNAMIC HT  -          71.730 (meters)     235.33  (feet)  COMP
 FF0078  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 FF0078
 FF0078  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0078
 FF0078.The horizontal coordinates were scaled from a topographic map and have
 FF0078.an estimated accuracy of +/- 6 seconds.
 FF0078
 FF0078.The orthometric height was determined by differential leveling
 FF0078.and adjusted by the National Geodetic Survey in 1992..
 FF0078.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0078.rate of 1.1 thru 2.0 mm/km.
 FF0078
 FF0078.The geoid height was determined by GEOID03.
 FF0078
 FF0078.The dynamic height is computed by dividing the NAVD 88
 FF0078.geopotential number by the normal gravity value computed on the
 FF0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0078.degrees latitude (g = 980.6199 gals.).
 FF0078
 FF0078.The modeled gravity was interpolated from observed gravity values.
 FF0078
 FF0078;                    North         East    Units  Estimated Accuracy
 FF0078;SPC AR N     -   176,730.      552,930.      MT  (+/- 180 meters Scaled)
 FF0078
 FF0078                          SUPERSEDED SURVEY CONTROL
 FF0078
 FF0078  NGVD 29 (??/??/??)   71.770  (m)          235.47   (f) ADJUSTED    1 2
 FF0078
 FF0078.Superseded values are not recommended for survey control.
 FF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0078.See file dsdata.txt to determine how the superseded data were derived.
 FF0078
 FF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV431778(NAD 83)
 FF0078_MARKER: DB = BENCH MARK DISK
 FF0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0078_STAMPING: B 33 1933
 FF0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0078+STABILITY: SURFACE MOTION
 FF0078
 FF0078  HISTORY     - Date     Condition        Report By
 FF0078  HISTORY     - 1933     MONUMENTED       CGS
 FF0078  HISTORY     - 1956     GOOD             CGS
 FF0078  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0078
 FF0078                          STATION DESCRIPTION
 FF0078
 FF0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0078'3.2 MI SW FROM LEACHVILLE.
 FF0078'ABOUT 3.15 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0078'RAILWAY FROM THE STATION AT LEACHVILLE, ABOUT 2.8 MILES NORTHEAST
 FF0078'OF THE CROSSING OF STATE HIGHWAY 18 AT MONETTE, CRAIGHEAD COUNTY,
 FF0078'AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 20 1/2 FEET SOUTHEAST OF
 FF0078'SOUTHEAST RAIL, 184 FEET NORTHEAST OF MILE POLE 265, 60 FEET
 FF0078'SOUTH-SOUTHWEST OF CENTER OF CROSSING, 34 FEET WEST OF CENTER
 FF0078'LINE OF ROAD, 39 1/2 FEET NORTH OF A POWER POLE, 6 1/2 FEET
 FF0078'NORTH-NORTHEAST OF A TELEPHONE POLE, ABOUT 2 FEET BELOW LEVEL OF
 FF0078'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FF0078'GROUND.  NOTE-- THE MARK APPEARS TO BE IN GOOD CONDITION,
 FF0078'HOWEVER, IT IS BEING RUN OVER BY FARM MACHINERY AND MAY BE
 FF0078'DISTURBED.
 FF0078
 FF0078                          STATION RECOVERY (1978)
 FF0078
 FF0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0097 ***********************************************************************
 GG0097  DESIGNATION -  B 34
 GG0097  PID         -  GG0097
 GG0097  STATE/COUNTY-  AR/BENTON
 GG0097  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0097
 GG0097                         *CURRENT SURVEY CONTROL
 GG0097  ___________________________________________________________________
 GG0097* NAD 83(1986)-  36 20 59.     (N)    094 08 36.     (W)     SCALED    
 GG0097* NAVD 88     -       402.303  (meters)    1319.89   (feet)  ADJUSTED  
 GG0097  ___________________________________________________________________
 GG0097  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GG0097  DYNAMIC HT  -         401.950 (meters)    1318.73  (feet)  COMP
 GG0097  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 GG0097
 GG0097  VERT ORDER  -  SECOND    CLASS 0
 GG0097
 GG0097.The horizontal coordinates were scaled from a topographic map and have
 GG0097.an estimated accuracy of +/- 6 seconds.
 GG0097
 GG0097.The orthometric height was determined by differential leveling
 GG0097.and adjusted by the National Geodetic Survey in June 1991..
 GG0097
 GG0097.The geoid height was determined by GEOID03.
 GG0097
 GG0097.The dynamic height is computed by dividing the NAVD 88
 GG0097.geopotential number by the normal gravity value computed on the
 GG0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0097.degrees latitude (g = 980.6199 gals.).
 GG0097
 GG0097.The modeled gravity was interpolated from observed gravity values.
 GG0097
 GG0097;                    North         East    Units  Estimated Accuracy
 GG0097;SPC AR N     -   225,810.      207,620.      MT  (+/- 180 meters Scaled)
 GG0097
 GG0097                          SUPERSEDED SURVEY CONTROL
 GG0097
 GG0097  NGVD 29 (??/??/92)  402.159  (m)         1319.42   (f) ADJ UNCH    2 0
 GG0097
 GG0097.Superseded values are not recommended for survey control.
 GG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0097.See file dsdata.txt to determine how the superseded data were derived.
 GG0097
 GG0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA974233(NAD 83)
 GG0097_MARKER: DB = BENCH MARK DISK
 GG0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0097_STAMPING: B 34 1934
 GG0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0097+STABILITY: SURFACE MOTION
 GG0097
 GG0097  HISTORY     - Date     Condition        Report By
 GG0097  HISTORY     - 1934     MONUMENTED       CGS
 GG0097  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0097
 GG0097                          STATION DESCRIPTION
 GG0097
 GG0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0097'2.6 MI W FROM ROGERS.
 GG0097'2.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0097'THE STATION AT ROGERS, BENTON COUNTY, 2 POLES EAST OF THE THIRTIETH
 GG0097'POLE WEST OF MILEPOST 333, 300 FEET NORTH OF A FARMHOUSE, AT A
 GG0097'ROAD CROSSING, 25 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 GG0097'25 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED B 34 1934
 GG0097'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1616 ***********************************************************************
 FF1616  DESIGNATION -  B 34
 FF1616  PID         -  FF1616
 FF1616  STATE/COUNTY-  AR/INDEPENDENCE
 FF1616  USGS QUAD   -  CAVE CITY (1989)
 FF1616
 FF1616                         *CURRENT SURVEY CONTROL
 FF1616  ___________________________________________________________________
 FF1616* NAD 83(1986)-  35 53 45.     (N)    091 33 23.     (W)     SCALED    
 FF1616* NAVD 88     -       183.338  (meters)     601.50   (feet)  ADJUSTED  
 FF1616  ___________________________________________________________________
 FF1616  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FF1616  DYNAMIC HT  -         183.178 (meters)     600.98  (feet)  COMP
 FF1616  MODELED GRAV-     979,757.8   (mgal)                       NAVD 88
 FF1616
 FF1616  VERT ORDER  -  SECOND    CLASS 0
 FF1616
 FF1616.The horizontal coordinates were scaled from a topographic map and have
 FF1616.an estimated accuracy of +/- 6 seconds.
 FF1616
 FF1616.The orthometric height was determined by differential leveling
 FF1616.and adjusted by the National Geodetic Survey in June 1991..
 FF1616
 FF1616.The geoid height was determined by GEOID03.
 FF1616
 FF1616.The dynamic height is computed by dividing the NAVD 88
 FF1616.geopotential number by the normal gravity value computed on the
 FF1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1616.degrees latitude (g = 980.6199 gals.).
 FF1616
 FF1616.The modeled gravity was interpolated from observed gravity values.
 FF1616
 FF1616;                    North         East    Units  Estimated Accuracy
 FF1616;SPC AR N     -   173,440.      440,050.      MT  (+/- 180 meters Scaled)
 FF1616
 FF1616                          SUPERSEDED SURVEY CONTROL
 FF1616
 FF1616  NGVD 29 (??/??/??)  183.259  (m)          601.24   (f) ADJUSTED    2 0
 FF1616
 FF1616.Superseded values are not recommended for survey control.
 FF1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1616.See file dsdata.txt to determine how the superseded data were derived.
 FF1616
 FF1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV302733(NAD 83)
 FF1616_MARKER: DB = BENCH MARK DISK
 FF1616_SETTING: 0 = UNSPECIFIED SETTING
 FF1616_STAMPING: B 34 1934
 FF1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1616
 FF1616  HISTORY     - Date     Condition        Report By
 FF1616  HISTORY     - 1934     MONUMENTED       ARGS
 FF1616  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1616  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1616
 FF1616                          STATION DESCRIPTION
 FF1616
 FF1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1616'3 MI S FROM CAVE CITY.
 FF1616'T 15 N R 5 W, SE 104 OF SE 1/4 OF SECTION 31, AT HICKORY VALLEY,
 FF1616'.1 MILE NORTH OF TOWNSHIP LINE, 99 FEET NORTH OF NORTHWEST POST
 FF1616'ON SMALL TIMBER BRIDGE ON HIGHWAY, 25 FEET WEST OF CENTERLINE OF
 FF1616'HIGHWAY 11, 8 FEET EAST AND 10 FEET SOUTH OF SOUTHEAST CORNER OF
 FF1616'OLD BARN.
 FF1616
 FF1616                          STATION RECOVERY (1986)
 FF1616
 FF1616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0503 ***********************************************************************
 GF0503  DESIGNATION -  B 35
 GF0503  PID         -  GF0503
 GF0503  STATE/COUNTY-  AR/CARROLL
 GF0503  USGS QUAD   -  GRANDVIEW (1972)
 GF0503
 GF0503                         *CURRENT SURVEY CONTROL
 GF0503  ___________________________________________________________________
 GF0503* NAD 83(1986)-  36 25 11.     (N)    093 32 00.     (W)     SCALED    
 GF0503* NAVD 88     -       390.849  (meters)    1282.31   (feet)  ADJUSTED  
 GF0503  ___________________________________________________________________
 GF0503  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0503  DYNAMIC HT  -         390.510 (meters)    1281.20  (feet)  COMP
 GF0503  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 GF0503
 GF0503  VERT ORDER  -  SECOND    CLASS 0
 GF0503
 GF0503.The horizontal coordinates were scaled from a topographic map and have
 GF0503.an estimated accuracy of +/- 6 seconds.
 GF0503
 GF0503.The orthometric height was determined by differential leveling
 GF0503.and adjusted by the National Geodetic Survey in June 1991..
 GF0503
 GF0503.The geoid height was determined by GEOID03.
 GF0503
 GF0503.The dynamic height is computed by dividing the NAVD 88
 GF0503.geopotential number by the normal gravity value computed on the
 GF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0503.degrees latitude (g = 980.6199 gals.).
 GF0503
 GF0503.The modeled gravity was interpolated from observed gravity values.
 GF0503
 GF0503;                    North         East    Units  Estimated Accuracy
 GF0503;SPC AR N     -   232,550.      262,490.      MT  (+/- 180 meters Scaled)
 GF0503
 GF0503                          SUPERSEDED SURVEY CONTROL
 GF0503
 GF0503  NGVD 29 (??/??/92)  390.724  (m)         1281.90   (f) ADJ UNCH    2 0
 GF0503
 GF0503.Superseded values are not recommended for survey control.
 GF0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0503.See file dsdata.txt to determine how the superseded data were derived.
 GF0503
 GF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA521306(NAD 83)
 GF0503_MARKER: DB = BENCH MARK DISK
 GF0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0503_SP_SET: WALL
 GF0503_STAMPING: B 35 1934
 GF0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0503
 GF0503  HISTORY     - Date     Condition        Report By
 GF0503  HISTORY     - 1934     MONUMENTED       CGS
 GF0503  HISTORY     - 1935     GOOD             NGS
 GF0503  HISTORY     - 1987     GOOD             USPSQD
 GF0503  HISTORY     - 1987     GOOD             USPSQD
 GF0503
 GF0503                          STATION DESCRIPTION
 GF0503
 GF0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0503'IN URBANETTE.
 GF0503'IN THE TOWN OF URBANETTE, TABLET SET VERTICALLY IN WALL ON SOUTHWEST
 GF0503'CORNER OF URBANETTE SCHOOL HOUSE, ABOUT 0.2 MILE NORTH OF
 GF0503'INTERSECTION OF RAILROAD AND ST. HWY. 21, ABOUT 125 FEET EAST OF
 GF0503'CENTERLINE OF ST. HWY. 21, 1.6 FT, ABOVE GROUND, 0.6 FT. NORTH
 GF0503'OF SOUTHWEST CORNER OF BUILDING.
 GF0503
 GF0503                          STATION RECOVERY (1987)
 GF0503
 GF0503'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0503'RECOVERED IN GOOD CONDITION.
 GF0503
 GF0503                          STATION RECOVERY (1987)
 GF0503
 GF0503'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1611 ***********************************************************************
 FF1611  DESIGNATION -  B 35
 FF1611  PID         -  FF1611
 FF1611  STATE/COUNTY-  AR/SHARP
 FF1611  USGS QUAD   -  CAVE CITY (1989)
 FF1611
 FF1611                         *CURRENT SURVEY CONTROL
 FF1611  ___________________________________________________________________
 FF1611* NAD 83(1986)-  35 56 17.     (N)    091 32 50.     (W)     SCALED    
 FF1611* NAVD 88     -       201.214  (meters)     660.15   (feet)  ADJUSTED  
 FF1611  ___________________________________________________________________
 FF1611  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF1611  DYNAMIC HT  -         201.038 (meters)     659.57  (feet)  COMP
 FF1611  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 FF1611
 FF1611  VERT ORDER  -  SECOND    CLASS 0
 FF1611
 FF1611.The horizontal coordinates were scaled from a topographic map and have
 FF1611.an estimated accuracy of +/- 6 seconds.
 FF1611
 FF1611.The orthometric height was determined by differential leveling
 FF1611.and adjusted by the National Geodetic Survey in June 1991..
 FF1611
 FF1611.The geoid height was determined by GEOID03.
 FF1611
 FF1611.The dynamic height is computed by dividing the NAVD 88
 FF1611.geopotential number by the normal gravity value computed on the
 FF1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1611.degrees latitude (g = 980.6199 gals.).
 FF1611
 FF1611.The modeled gravity was interpolated from observed gravity values.
 FF1611
 FF1611;                    North         East    Units  Estimated Accuracy
 FF1611;SPC AR N     -   178,130.      440,850.      MT  (+/- 180 meters Scaled)
 FF1611
 FF1611                          SUPERSEDED SURVEY CONTROL
 FF1611
 FF1611  NGVD 29 (??/??/??)  201.137  (m)          659.90   (f) ADJUSTED    2 0
 FF1611
 FF1611.Superseded values are not recommended for survey control.
 FF1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1611.See file dsdata.txt to determine how the superseded data were derived.
 FF1611
 FF1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV310780(NAD 83)
 FF1611_MARKER: DB = BENCH MARK DISK
 FF1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1611_STAMPING: B 35 1934 659.897
 FF1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1611+STABILITY: SURFACE MOTION
 FF1611
 FF1611  HISTORY     - Date     Condition        Report By
 FF1611  HISTORY     - 1934     MONUMENTED       ARGS
 FF1611  HISTORY     - 1955     GOOD             CGS
 FF1611
 FF1611                          STATION DESCRIPTION
 FF1611
 FF1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1611'0.2 MI S FROM CAVE CITY.
 FF1611'0.15 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 FF1611'CAVE CITY, AT THE SHARP AND INDEPENDENCE COUNTY LINE, 29.8 FEET
 FF1611'EAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF THE
 FF1611'CENTER LINE OF A GRAVELED ROAD LEADING EAST, 53 FEET SOUTHEAST OF
 FF1611'THE SOUTH END OF THE EAST HEAD WALL OF A CONCRETE CULVERT UNDER
 FF1611'THE HIGHWAY, 2.4 FEET EAST OF A WITNESS POST, 2 FEET SOUTHEAST
 FF1611'OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FF1611'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1607 ***********************************************************************
 FF1607  DESIGNATION -  B 36
 FF1607  PID         -  FF1607
 FF1607  STATE/COUNTY-  AR/SHARP
 FF1607  USGS QUAD   -  CAVE CITY (1989)
 FF1607
 FF1607                         *CURRENT SURVEY CONTROL
 FF1607  ___________________________________________________________________
 FF1607* NAD 83(1986)-  35 57 31.     (N)    091 32 56.     (W)     SCALED    
 FF1607* NAVD 88     -       199.396  (meters)     654.18   (feet)  ADJUSTED  
 FF1607  ___________________________________________________________________
 FF1607  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FF1607  DYNAMIC HT  -         199.223 (meters)     653.62  (feet)  COMP
 FF1607  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 FF1607
 FF1607  VERT ORDER  -  SECOND    CLASS 0
 FF1607
 FF1607.The horizontal coordinates were scaled from a topographic map and have
 FF1607.an estimated accuracy of +/- 6 seconds.
 FF1607
 FF1607.The orthometric height was determined by differential leveling
 FF1607.and adjusted by the National Geodetic Survey in June 1991..
 FF1607
 FF1607.The geoid height was determined by GEOID03.
 FF1607
 FF1607.The dynamic height is computed by dividing the NAVD 88
 FF1607.geopotential number by the normal gravity value computed on the
 FF1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1607.degrees latitude (g = 980.6199 gals.).
 FF1607
 FF1607.The modeled gravity was interpolated from observed gravity values.
 FF1607
 FF1607;                    North         East    Units  Estimated Accuracy
 FF1607;SPC AR N     -   180,410.      440,690.      MT  (+/- 180 meters Scaled)
 FF1607
 FF1607                          SUPERSEDED SURVEY CONTROL
 FF1607
 FF1607  NGVD 29 (??/??/??)  199.321  (m)          653.94   (f) ADJUSTED    2 0
 FF1607
 FF1607.Superseded values are not recommended for survey control.
 FF1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1607.See file dsdata.txt to determine how the superseded data were derived.
 FF1607
 FF1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308803(NAD 83)
 FF1607_MARKER: DB = BENCH MARK DISK
 FF1607_SETTING: 0 = UNSPECIFIED SETTING
 FF1607_STAMPING: B 36 1934
 FF1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1607
 FF1607  HISTORY     - Date     Condition        Report By
 FF1607  HISTORY     - 1934     MONUMENTED       ARGS
 FF1607  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1607
 FF1607                          STATION DESCRIPTION
 FF1607
 FF1607'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 FF1607'1.5 MI N FROM CAVE CITY.
 FF1607'1.5 MILES NORTH OF, ALONG ST. HWY, 11, FROM COUNTY LINE, T 15 N,
 FF1607'R 5 W, NE 1/4 OF SW 104 OF SECTION 8, AT JUNCTION OF HIGHWAYS
 FF1607'11 AND 79, LOCATED INSIDE OF THE Y, 24 FEET EAST OF CENTERLINE
 FF1607'OF HIGHWAY 11.
 FF1607
 FF1607                          STATION RECOVERY (1955)
 FF1607
 FF1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF1607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1608 ***********************************************************************
 FF1608  DESIGNATION -  B 36 RESET
 FF1608  PID         -  FF1608
 FF1608  STATE/COUNTY-  AR/SHARP
 FF1608  USGS QUAD   -  CAVE CITY (1989)
 FF1608
 FF1608                         *CURRENT SURVEY CONTROL
 FF1608  ___________________________________________________________________
 FF1608* NAD 83(1986)-  35 57 33.     (N)    091 32 55.     (W)     SCALED    
 FF1608* NAVD 88     -       199.93   (meters)     655.9    (feet)  RESET     
 FF1608  ___________________________________________________________________
 FF1608  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FF1608
 FF1608  VERT ORDER  -  THIRD
 FF1608
 FF1608.The horizontal coordinates were scaled from a topographic map and have
 FF1608.an estimated accuracy of +/- 6 seconds.
 FF1608
 FF1608.The orthometric height was computed from unverified reset data.
 FF1608.No vertical observational check was made to the station.
 FF1608
 FF1608.The geoid height was determined by GEOID03.
 FF1608
 FF1608;                    North         East    Units  Estimated Accuracy
 FF1608;SPC AR N     -   180,470.      440,720.      MT  (+/- 180 meters Scaled)
 FF1608
 FF1608                          SUPERSEDED SURVEY CONTROL
 FF1608
 FF1608  NGVD 29 (??/??/??)  199.85   (m)          655.7    (f) RESET       3  
 FF1608
 FF1608.Superseded values are not recommended for survey control.
 FF1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1608.See file dsdata.txt to determine how the superseded data were derived.
 FF1608
 FF1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308803(NAD 83)
 FF1608_MARKER: DB = BENCH MARK DISK
 FF1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1608_STAMPING: B 36 RESET 1950
 FF1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1608+STABILITY: SURFACE MOTION
 FF1608
 FF1608  HISTORY     - Date     Condition        Report By
 FF1608  HISTORY     - 1950     MONUMENTED       ARGS
 FF1608
 FF1608                          STATION DESCRIPTION
 FF1608
 FF1608'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1950
 FF1608'1.5 MI N FROM CAVE CITY.
 FF1608'1.5 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE
 FF1608'SHARP-INDEPENDENCE COUNTY LINE AT CAVE CITY, 208 FEET NORTH OF THE
 FF1608'INTERSECTION OF STATE HIGHWAY 115, 234 FEET NORTH OF AN ANCHOR
 FF1608'POLE IN A POWER-TRANSMISSION LINE, 150 FEET EAST OF A
 FF1608'POWER-TRANSMISSION LINE POLE, 126.4 FEET SOUTHWEST OF THE
 FF1608'SOUTHWEST CORNER OF A HOUSE, 117.5 FEET SOUTH OF THE SOUTHWEST
 FF1608'CORNER, AND 65 FEET FROM THE CENTER LINE OF THE HIGHWAY.  SET
 FF1608'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0117 ***********************************************************************
 GF0117  DESIGNATION -  B 37
 GF0117  PID         -  GF0117
 GF0117  STATE/COUNTY-  AR/BOONE
 GF0117  USGS QUAD   -  ZINC (1972)
 GF0117
 GF0117                         *CURRENT SURVEY CONTROL
 GF0117  ___________________________________________________________________
 GF0117* NAD 83(1986)-  36 19 00.     (N)    092 58 03.     (W)     SCALED    
 GF0117* NAVD 88     -       330.017  (meters)    1082.73   (feet)  ADJUSTED  
 GF0117  ___________________________________________________________________
 GF0117  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0117  DYNAMIC HT  -         329.725 (meters)    1081.77  (feet)  COMP
 GF0117  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 GF0117
 GF0117  VERT ORDER  -  SECOND    CLASS 0
 GF0117
 GF0117.The horizontal coordinates were scaled from a topographic map and have
 GF0117.an estimated accuracy of +/- 6 seconds.
 GF0117
 GF0117.The orthometric height was determined by differential leveling
 GF0117.and adjusted by the National Geodetic Survey in June 1991..
 GF0117
 GF0117.The geoid height was determined by GEOID03.
 GF0117
 GF0117.The dynamic height is computed by dividing the NAVD 88
 GF0117.geopotential number by the normal gravity value computed on the
 GF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0117.degrees latitude (g = 980.6199 gals.).
 GF0117
 GF0117.The modeled gravity was interpolated from observed gravity values.
 GF0117
 GF0117;                    North         East    Units  Estimated Accuracy
 GF0117;SPC AR N     -   220,470.      313,120.      MT  (+/- 180 meters Scaled)
 GF0117
 GF0117                          SUPERSEDED SURVEY CONTROL
 GF0117
 GF0117  NGVD 29 (??/??/92)  329.880  (m)         1082.28   (f) ADJ UNCH    2 0
 GF0117
 GF0117.Superseded values are not recommended for survey control.
 GF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0117.See file dsdata.txt to determine how the superseded data were derived.
 GF0117
 GF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA029190(NAD 83)
 GF0117_MARKER: DB = BENCH MARK DISK
 GF0117_SETTING: 66 = SET IN ROCK OUTCROP
 GF0117_SP_SET: ROCK LEDGE
 GF0117_STAMPING: B-37 1934
 GF0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0117+STABILITY: POSITION/ELEVATION WELL
 GF0117
 GF0117  HISTORY     - Date     Condition        Report By
 GF0117  HISTORY     - 1934     MONUMENTED       CGS
 GF0117
 GF0117                          STATION DESCRIPTION
 GF0117
 GF0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0117'2.4 MI E FROM BERGMAN.
 GF0117'2.4 MILES EAST OF ALONG MISSOURI PACIFIC RR AT A LIMESTONE CUT,
 GF0117'ABOUT 320 FEET EAST OF THE WEST END OF CUT, 135 FEET WEST OF
 GF0117'POLE 413-5, 18 FEET NORTH OF RAILROAD CENTERLINE, AT SAME LEVEL
 GF0117'AS THE TOP OF RAILS.  TABLET SET IN TOP OF A LEDGE OF LIMESTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0049 ***********************************************************************
 GF0049  DESIGNATION -  B 39
 GF0049  PID         -  GF0049
 GF0049  STATE/COUNTY-  AR/BAXTER
 GF0049  USGS QUAD   -  BUFFALO CITY (1966)
 GF0049
 GF0049                         *CURRENT SURVEY CONTROL
 GF0049  ___________________________________________________________________
 GF0049* NAD 83(1986)-  36 11 39.     (N)    092 22 57.     (W)     SCALED    
 GF0049* NAVD 88     -       126.368  (meters)     414.59   (feet)  ADJUSTED  
 GF0049  ___________________________________________________________________
 GF0049  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GF0049  DYNAMIC HT  -         126.259 (meters)     414.23  (feet)  COMP
 GF0049  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 GF0049
 GF0049  VERT ORDER  -  SECOND    CLASS 0
 GF0049
 GF0049.The horizontal coordinates were scaled from a topographic map and have
 GF0049.an estimated accuracy of +/- 6 seconds.
 GF0049
 GF0049.The orthometric height was determined by differential leveling
 GF0049.and adjusted by the National Geodetic Survey in June 1991..
 GF0049
 GF0049.The geoid height was determined by GEOID03.
 GF0049
 GF0049.The dynamic height is computed by dividing the NAVD 88
 GF0049.geopotential number by the normal gravity value computed on the
 GF0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0049.degrees latitude (g = 980.6199 gals.).
 GF0049
 GF0049.The modeled gravity was interpolated from observed gravity values.
 GF0049
 GF0049;                    North         East    Units  Estimated Accuracy
 GF0049;SPC AR N     -   206,520.      365,600.      MT  (+/- 180 meters Scaled)
 GF0049
 GF0049                          SUPERSEDED SURVEY CONTROL
 GF0049
 GF0049  NGVD 29 (??/??/92)  126.261  (m)          414.24   (f) ADJ UNCH    2 0
 GF0049
 GF0049.Superseded values are not recommended for survey control.
 GF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0049.See file dsdata.txt to determine how the superseded data were derived.
 GF0049
 GF0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA555056(NAD 83)
 GF0049_MARKER: DB = BENCH MARK DISK
 GF0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0049_STAMPING: B-39 1934
 GF0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0049+STABILITY: SURFACE MOTION
 GF0049
 GF0049  HISTORY     - Date     Condition        Report By
 GF0049  HISTORY     - 1934     MONUMENTED       CGS
 GF0049
 GF0049                          STATION DESCRIPTION
 GF0049
 GF0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0049'IN CARTNEY.
 GF0049'ALONG MISSOURI PACIFIC R.R., 82.5 FEET NORTH OF THE NORTHWEST
 GF0049'CORNER OF THE STATION, 110 FEET NORTH OF THE RAILROAD CENTERLINE
 GF0049'AT THE GRADE CROSSING, 1.5 FEET SOUTH OF R/W FENCE, 49.3 FT.
 GF0049'NORTHEAST OF POLE 365-18.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1564 ***********************************************************************
 FF1564  DESIGNATION -  B 4
 FF1564  PID         -  FF1564
 FF1564  STATE/COUNTY-  AR/INDEPENDENCE
 FF1564  USGS QUAD   -  JAMESTOWN (1981)
 FF1564
 FF1564                         *CURRENT SURVEY CONTROL
 FF1564  ___________________________________________________________________
 FF1564* NAD 83(1986)-  35 44 11.     (N)    091 40 46.     (W)     SCALED    
 FF1564* NAVD 88     -        99.149  (meters)     325.29   (feet)  ADJUSTED  
 FF1564  ___________________________________________________________________
 FF1564  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF1564  DYNAMIC HT  -          99.065 (meters)     325.02  (feet)  COMP
 FF1564  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 FF1564
 FF1564  VERT ORDER  -  SECOND    CLASS 0
 FF1564
 FF1564.The horizontal coordinates were scaled from a topographic map and have
 FF1564.an estimated accuracy of +/- 6 seconds.
 FF1564
 FF1564.The orthometric height was determined by differential leveling
 FF1564.and adjusted by the National Geodetic Survey in June 1991..
 FF1564
 FF1564.The geoid height was determined by GEOID03.
 FF1564
 FF1564.The dynamic height is computed by dividing the NAVD 88
 FF1564.geopotential number by the normal gravity value computed on the
 FF1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1564.degrees latitude (g = 980.6199 gals.).
 FF1564
 FF1564.The modeled gravity was interpolated from observed gravity values.
 FF1564
 FF1564;                    North         East    Units  Estimated Accuracy
 FF1564;SPC AR N     -   155,710.      429,000.      MT  (+/- 180 meters Scaled)
 FF1564
 FF1564                          SUPERSEDED SURVEY CONTROL
 FF1564
 FF1564  NGVD 29 (??/??/??)   99.075  (m)          325.05   (f) ADJUSTED    2 0
 FF1564
 FF1564.Superseded values are not recommended for survey control.
 FF1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1564.See file dsdata.txt to determine how the superseded data were derived.
 FF1564
 FF1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV194555(NAD 83)
 FF1564_MARKER: DD = SURVEY DISK
 FF1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1564_STAMPING: B 4 1934 325.049
 FF1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1564+STABILITY: SURFACE MOTION
 FF1564
 FF1564  HISTORY     - Date     Condition        Report By
 FF1564  HISTORY     - 1934     MONUMENTED       ARGS
 FF1564  HISTORY     - 1949     GOOD             CGS
 FF1564
 FF1564                          STATION DESCRIPTION
 FF1564
 FF1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF1564'5.7 MI SW FROM BATESVILLE.
 FF1564'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE INTERSECTION
 FF1564'OF ST. LOUIS AND EAST MAIN STREET AT BATESVILLE, AT DESHA, IN
 FF1564'THE N.W. 1/4 OF THE S.W. 1/4 OF SEC. 30, T 13 N, R 6 W, 43.5
 FF1564'FEET NORTH OF THE CENTER OF THE INTERSECTION WITH THE DIRT ROAD
 FF1564'LEADING TO JAMESTOWN, AND 93 FEET EAST OF THE SOUTHEAST CORNER OF
 FF1564'THE EGNER STONE SERVICE STATION.  A STATE SURVEY STANDARD DISK,
 FF1564'STAMPED B 4 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0575 ***********************************************************************
 GE0575  DESIGNATION -  B 40
 GE0575  PID         -  GE0575
 GE0575  STATE/COUNTY-  AR/FULTON
 GE0575  USGS QUAD   -  SALEM (1984)
 GE0575
 GE0575                         *CURRENT SURVEY CONTROL
 GE0575  ___________________________________________________________________
 GE0575* NAD 83(1986)-  36 21 10.     (N)    091 46 36.     (W)     SCALED    
 GE0575* NAVD 88     -       187.298  (meters)     614.49   (feet)  ADJUSTED  
 GE0575  ___________________________________________________________________
 GE0575  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE0575  DYNAMIC HT  -         187.141 (meters)     613.98  (feet)  COMP
 GE0575  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 GE0575
 GE0575  VERT ORDER  -  SECOND    CLASS 0
 GE0575
 GE0575.The horizontal coordinates were scaled from a topographic map and have
 GE0575.an estimated accuracy of +/- 6 seconds.
 GE0575
 GE0575.The orthometric height was determined by differential leveling
 GE0575.and adjusted by the National Geodetic Survey in June 1991..
 GE0575
 GE0575.The geoid height was determined by GEOID03.
 GE0575
 GE0575.The dynamic height is computed by dividing the NAVD 88
 GE0575.geopotential number by the normal gravity value computed on the
 GE0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0575.degrees latitude (g = 980.6199 gals.).
 GE0575
 GE0575.The modeled gravity was interpolated from observed gravity values.
 GE0575
 GE0575;                    North         East    Units  Estimated Accuracy
 GE0575;SPC AR N     -   224,070.      420,050.      MT  (+/- 180 meters Scaled)
 GE0575
 GE0575                          SUPERSEDED SURVEY CONTROL
 GE0575
 GE0575  NGVD 29 (??/??/92)  187.184  (m)          614.12   (f) ADJ UNCH    2 0
 GE0575
 GE0575.Superseded values are not recommended for survey control.
 GE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0575.See file dsdata.txt to determine how the superseded data were derived.
 GE0575
 GE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA097237(NAD 83)
 GE0575_MARKER: DB = BENCH MARK DISK
 GE0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0575_STAMPING: B 40 1934
 GE0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0575+STABILITY: SURFACE MOTION
 GE0575
 GE0575  HISTORY     - Date     Condition        Report By
 GE0575  HISTORY     - 1934     MONUMENTED       CGS
 GE0575  HISTORY     - 1979     MARK NOT FOUND
 GE0575
 GE0575                          STATION DESCRIPTION
 GE0575
 GE0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0575'3.2 MI SE FROM SALEM.
 GE0575'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE NORTH
 GE0575'ARKANSAS ELECTRIC CO-OPERATIVE BUILDING AT SALEM, FULTON COUNTY,
 GE0575'0.1 MILE EAST OF A CONCRETE BRIDGE, 0.1 MILE NORTHEAST OF A
 GE0575'FARMHOUSE, 280 FEET NORTHEAST OF THE CENTER LINE OF THE NEW
 GE0575'HIGHWAY, 80 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 GE0575'HIGHWAY, 54 FEET NORTH OF A 10-INCH LONE HICKORY TREE, AND 31.4
 GE0575'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 GE0575'DISK, STAMPED B 40 1934 AND SET IN THE TOP OF A CONCRETE POST
 GE0575'PROJECTING 0.3 FOOT ABOVE GROUND.
 GE0575
 GE0575                          STATION RECOVERY (1979)
 GE0575
 GE0575'RECOVERED 1979
 GE0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0635 ***********************************************************************
 GE0635  DESIGNATION -  B 40
 GE0635  PID         -  GE0635
 GE0635  STATE/COUNTY-  AR/SHARP
 GE0635  USGS QUAD   -  EVENING SHADE (1961)
 GE0635
 GE0635                         *CURRENT SURVEY CONTROL
 GE0635  ___________________________________________________________________
 GE0635* NAD 83(1986)-  36 06 11.     (N)    091 36 23.     (W)     SCALED    
 GE0635* NAVD 88     -       157.986  (meters)     518.33   (feet)  ADJUSTED  
 GE0635  ___________________________________________________________________
 GE0635  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GE0635  DYNAMIC HT  -         157.852 (meters)     517.89  (feet)  COMP
 GE0635  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 GE0635
 GE0635  VERT ORDER  -  SECOND    CLASS 0
 GE0635
 GE0635.The horizontal coordinates were scaled from a topographic map and have
 GE0635.an estimated accuracy of +/- 6 seconds.
 GE0635
 GE0635.The orthometric height was determined by differential leveling
 GE0635.and adjusted by the National Geodetic Survey in June 1991..
 GE0635
 GE0635.The geoid height was determined by GEOID03.
 GE0635
 GE0635.The dynamic height is computed by dividing the NAVD 88
 GE0635.geopotential number by the normal gravity value computed on the
 GE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0635.degrees latitude (g = 980.6199 gals.).
 GE0635
 GE0635.The modeled gravity was interpolated from observed gravity values.
 GE0635
 GE0635;                    North         East    Units  Estimated Accuracy
 GE0635;SPC AR N     -   196,410.      435,440.      MT  (+/- 180 meters Scaled)
 GE0635
 GE0635                          SUPERSEDED SURVEY CONTROL
 GE0635
 GE0635  NGVD 29 (??/??/92)  157.96   (m)          518.2    (f) COMPUTED    2 0
 GE0635
 GE0635.Superseded values are not recommended for survey control.
 GE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0635.See file dsdata.txt to determine how the superseded data were derived.
 GE0635
 GE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV254962(NAD 83)
 GE0635_MARKER: DB = BENCH MARK DISK
 GE0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0635_SP_SET: CULVERT
 GE0635_STAMPING: B 40 1934
 GE0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0635
 GE0635  HISTORY     - Date     Condition        Report By
 GE0635  HISTORY     - 1934     MONUMENTED       ARGS
 GE0635  HISTORY     - 1955     MARK NOT FOUND   NGS
 GE0635
 GE0635                          STATION DESCRIPTION
 GE0635
 GE0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0635'2.6 MI N FROM EVENING SHADE.
 GE0635'T 17 N R 6 W, NE 1/4 OF NE 1/4 OF SECTION 27, 1000 FEET SOUTHEAST
 GE0635'IF OLD BRICK HOUSE, 20 FEET WEST AND 30 FEET SOUTH OF SOUTHEAST
 GE0635'CORNER OF 4 X 2 CONCRETE CULVERT, 23 FEET NORTHEAST OF CENTERLINE
 GE0635'OF HIGHWAY 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0642 ***********************************************************************
 GE0642  DESIGNATION -  B 41
 GE0642  PID         -  GE0642
 GE0642  STATE/COUNTY-  AR/SHARP
 GE0642  USGS QUAD   -  EVENING SHADE (1961)
 GE0642
 GE0642                         *CURRENT SURVEY CONTROL
 GE0642  ___________________________________________________________________
 GE0642* NAD 83(1986)-  36 03 03.     (N)    091 36 28.     (W)     SCALED    
 GE0642* NAVD 88     -       140.364  (meters)     460.51   (feet)  ADJUSTED  
 GE0642  ___________________________________________________________________
 GE0642  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GE0642  DYNAMIC HT  -         140.243 (meters)     460.11  (feet)  COMP
 GE0642  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GE0642
 GE0642  VERT ORDER  -  SECOND    CLASS 0
 GE0642
 GE0642.The horizontal coordinates were scaled from a topographic map and have
 GE0642.an estimated accuracy of +/- 6 seconds.
 GE0642
 GE0642.The orthometric height was determined by differential leveling
 GE0642.and adjusted by the National Geodetic Survey in June 1991..
 GE0642
 GE0642.The geoid height was determined by GEOID03.
 GE0642
 GE0642.The dynamic height is computed by dividing the NAVD 88
 GE0642.geopotential number by the normal gravity value computed on the
 GE0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0642.degrees latitude (g = 980.6199 gals.).
 GE0642
 GE0642.The modeled gravity was interpolated from observed gravity values.
 GE0642
 GE0642;                    North         East    Units  Estimated Accuracy
 GE0642;SPC AR N     -   190,620.      435,340.      MT  (+/- 180 meters Scaled)
 GE0642
 GE0642                          SUPERSEDED SURVEY CONTROL
 GE0642
 GE0642  NGVD 29 (??/??/92)  140.33   (m)          460.4    (f) COMPUTED    2 0
 GE0642
 GE0642.Superseded values are not recommended for survey control.
 GE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0642.See file dsdata.txt to determine how the superseded data were derived.
 GE0642
 GE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV254904(NAD 83)
 GE0642_MARKER: DB = BENCH MARK DISK
 GE0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0642_STAMPING: B 41 1934
 GE0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0642+STABILITY: SURFACE MOTION
 GE0642
 GE0642  HISTORY     - Date     Condition        Report By
 GE0642  HISTORY     - 1934     MONUMENTED       CGS
 GE0642  HISTORY     - 1955     MARK NOT FOUND   NGS
 GE0642
 GE0642                          STATION DESCRIPTION
 GE0642
 GE0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0642'1.8 MI SE FROM EVENING SHADE.
 GE0642'ABOUT .12 MILE NORTHWEST OF A NARROW BRIDGE OVER A SMALL CREEK,
 GE0642'ABOUT .1 MILE SOUTHEAST OF A CURVE IN HIGHWAY, 34.2 FEET
 GE0642'SOUTHWEST OF HIGHWAY CENTERLINE, 1 FT. NORTHEAST OF PROPERTY-LINE
 GE0642'FENCE.  TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0630 ***********************************************************************
 GE0630  DESIGNATION -  B 41
 GE0630  PID         -  GE0630
 GE0630  STATE/COUNTY-  AR/SHARP
 GE0630  USGS QUAD   -  ASH FLAT (1980)
 GE0630
 GE0630                         *CURRENT SURVEY CONTROL
 GE0630  ___________________________________________________________________
 GE0630* NAD 83(1986)-  36 08 36.     (N)    091 36 47.     (W)     SCALED    
 GE0630* NAVD 88     -       214.629  (meters)     704.16   (feet)  ADJUSTED  
 GE0630  ___________________________________________________________________
 GE0630  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GE0630  DYNAMIC HT  -         214.446 (meters)     703.56  (feet)  COMP
 GE0630  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GE0630
 GE0630  VERT ORDER  -  SECOND    CLASS 0
 GE0630
 GE0630.The horizontal coordinates were scaled from a topographic map and have
 GE0630.an estimated accuracy of +/- 6 seconds.
 GE0630
 GE0630.The orthometric height was determined by differential leveling
 GE0630.and adjusted by the National Geodetic Survey in June 1991..
 GE0630
 GE0630.The geoid height was determined by GEOID03.
 GE0630
 GE0630.The dynamic height is computed by dividing the NAVD 88
 GE0630.geopotential number by the normal gravity value computed on the
 GE0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0630.degrees latitude (g = 980.6199 gals.).
 GE0630
 GE0630.The modeled gravity was interpolated from observed gravity values.
 GE0630
 GE0630;                    North         East    Units  Estimated Accuracy
 GE0630;SPC AR N     -   200,880.      434,820.      MT  (+/- 180 meters Scaled)
 GE0630
 GE0630                          SUPERSEDED SURVEY CONTROL
 GE0630
 GE0630  NGVD 29 (??/??/92)  214.527  (m)          703.83   (f) ADJ UNCH    2 0
 GE0630
 GE0630.Superseded values are not recommended for survey control.
 GE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0630.See file dsdata.txt to determine how the superseded data were derived.
 GE0630
 GE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA247007(NAD 83)
 GE0630_MARKER: DD = SURVEY DISK
 GE0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0630_STAMPING: B 41 1934
 GE0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0630+STABILITY: SURFACE MOTION
 GE0630
 GE0630  HISTORY     - Date     Condition        Report By
 GE0630  HISTORY     - 1934     MONUMENTED       ARGS
 GE0630  HISTORY     - 1955     GOOD             NGS
 GE0630  HISTORY     - 1956     GOOD             NGS
 GE0630
 GE0630                          STATION DESCRIPTION
 GE0630
 GE0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0630'5.8 MI N FROM EVENING SHADE.
 GE0630'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0630'EVENING SHADE, THENCE 5.55 MILES NORTH ALONG STATE HIGHWAY 11,
 GE0630'82 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTH
 GE0630'OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING EAST, 4.6 FEET
 GE0630'NORTH OF A POWER POLE, 1.2 FEET WEST OF A WITNESS POST, SET IN
 GE0630'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 GE0630
 GE0630                          STATION RECOVERY (1956)
 GE0630
 GE0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GE0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0068 ***********************************************************************
 FG0068  DESIGNATION -  B 42
 FG0068  PID         -  FG0068
 FG0068  STATE/COUNTY-  AR/CLEBURNE
 FG0068  USGS QUAD   -  GREERS FERRY DAM (1973)
 FG0068
 FG0068                         *CURRENT SURVEY CONTROL
 FG0068  ___________________________________________________________________
 FG0068* NAD 83(1986)-  35 31 23.     (N)    091 59 57.     (W)     SCALED    
 FG0068* NAVD 88     -       141.075  (meters)     462.84   (feet)  ADJUSTED  
 FG0068  ___________________________________________________________________
 FG0068  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FG0068  DYNAMIC HT  -         140.950 (meters)     462.43  (feet)  COMP
 FG0068  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 FG0068
 FG0068  VERT ORDER  -  SECOND    CLASS 0
 FG0068
 FG0068.The horizontal coordinates were scaled from a topographic map and have
 FG0068.an estimated accuracy of +/- 6 seconds.
 FG0068
 FG0068.The orthometric height was determined by differential leveling
 FG0068.and adjusted by the National Geodetic Survey in June 1991..
 FG0068
 FG0068.The geoid height was determined by GEOID03.
 FG0068
 FG0068.The dynamic height is computed by dividing the NAVD 88
 FG0068.geopotential number by the normal gravity value computed on the
 FG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0068.degrees latitude (g = 980.6199 gals.).
 FG0068
 FG0068.The modeled gravity was interpolated from observed gravity values.
 FG0068
 FG0068;                    North         East    Units  Estimated Accuracy
 FG0068;SPC AR N     -   131,990.      400,080.      MT  (+/- 180 meters Scaled)
 FG0068
 FG0068                          SUPERSEDED SURVEY CONTROL
 FG0068
 FG0068  NGVD 29 (??/??/92)  141.004  (m)          462.61   (f) ADJ UNCH    2 0
 FG0068
 FG0068.Superseded values are not recommended for survey control.
 FG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0068.See file dsdata.txt to determine how the superseded data were derived.
 FG0068
 FG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV907315(NAD 83)
 FG0068_MARKER: DB = BENCH MARK DISK
 FG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0068_STAMPING: B 42 1935
 FG0068
 FG0068  HISTORY     - Date     Condition        Report By
 FG0068  HISTORY     - UNK      MONUMENTED
 FG0068  HISTORY     - 1954     GOOD             NGS
 FG0068  HISTORY     - 1972     GOOD             USGS
 FG0068
 FG0068                          STATION DESCRIPTION
 FG0068
 FG0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FG0068'3.6 MI NE FROM HEBER SPRINGS.
 FG0068'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COUNTY COURTHOUSE
 FG0068'AT HEBER SPRINGS, 0.3 MILE SOUTH OF THE BRIDGE OVER LITTLE RED RIVER,
 FG0068'AT A CURVE NEAR THE SUMMIT OF A HILL, AT THE JUNCTION WITH A DIM ROAD
 FG0068'LEADING NORTHWEST, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FG0068'16 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 FG0068'B 42 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0068
 FG0068                          STATION RECOVERY (1972)
 FG0068
 FG0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1577 ***********************************************************************
 FF1577  DESIGNATION -  B 43
 FF1577  PID         -  FF1577
 FF1577  STATE/COUNTY-  AR/IZARD
 FF1577  USGS QUAD   -  GUION (1964)
 FF1577
 FF1577                         *CURRENT SURVEY CONTROL
 FF1577  ___________________________________________________________________
 FF1577* NAD 83(1986)-  35 54 23.     (N)    091 55 17.     (W)     SCALED    
 FF1577* NAVD 88     -        92.898  (meters)     304.78   (feet)  ADJUSTED  
 FF1577  ___________________________________________________________________
 FF1577  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF1577  DYNAMIC HT  -          92.819 (meters)     304.52  (feet)  COMP
 FF1577  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 FF1577
 FF1577  VERT ORDER  -  SECOND    CLASS 0
 FF1577
 FF1577.The horizontal coordinates were scaled from a topographic map and have
 FF1577.an estimated accuracy of +/- 6 seconds.
 FF1577
 FF1577.The orthometric height was determined by differential leveling
 FF1577.and adjusted by the National Geodetic Survey in June 1991..
 FF1577
 FF1577.The geoid height was determined by GEOID03.
 FF1577
 FF1577.The dynamic height is computed by dividing the NAVD 88
 FF1577.geopotential number by the normal gravity value computed on the
 FF1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1577.degrees latitude (g = 980.6199 gals.).
 FF1577
 FF1577.The modeled gravity was interpolated from observed gravity values.
 FF1577
 FF1577;                    North         East    Units  Estimated Accuracy
 FF1577;SPC AR N     -   174,520.      407,100.      MT  (+/- 180 meters Scaled)
 FF1577
 FF1577                          SUPERSEDED SURVEY CONTROL
 FF1577
 FF1577  NGVD 29 (??/??/??)   92.808  (m)          304.49   (f) ADJUSTED    2 0
 FF1577
 FF1577.Superseded values are not recommended for survey control.
 FF1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1577.See file dsdata.txt to determine how the superseded data were derived.
 FF1577
 FF1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV973741(NAD 83)
 FF1577_MARKER: DB = BENCH MARK DISK
 FF1577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1577_SP_SET: CULVERT
 FF1577_STAMPING: B 43 1934
 FF1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1577+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 FF1577
 FF1577  HISTORY     - Date     Condition        Report By
 FF1577  HISTORY     - 1934     MONUMENTED       CGS
 FF1577  HISTORY     - 20060418 GOOD             ARHD
 FF1577
 FF1577                          STATION DESCRIPTION
 FF1577
 FF1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1577'1.5 MI SE FROM GUION.
 FF1577'1.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1577'SILICA PRODUCTS CO. PLANT AT GUION, IZARD COUNTY, ABOUT 60 FEET
 FF1577'NORTHWEST OF THE TWENTY-SECOND POLE NORTHWEST OF MILEPOST 310,
 FF1577'AT A 12- BY 12-FOOT CONCRETE BOX CULVERT, IN THE SOUTH END OF THE
 FF1577'WEST CONCRETE HEAD WALL, 20.5 FEET SOUTHWEST OF THE CENTER LINE
 FF1577'OF THE TRACK, AND ABOUT 5.5 FEET LOWER THAN THE TOP OF THE RAIL.
 FF1577'A STANDARD DISK, STAMPED B 43 1934.
 FF1577
 FF1577                          STATION RECOVERY (2006)
 FF1577
 FF1577'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FF1577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0931 ***********************************************************************
 FF0931  DESIGNATION -  B 44
 FF0931  PID         -  FF0931
 FF0931  STATE/COUNTY-  AR/INDEPENDENCE
 FF0931  USGS QUAD   -  CORD (1981)
 FF0931
 FF0931                         *CURRENT SURVEY CONTROL
 FF0931  ___________________________________________________________________
 FF0931* NAD 83(1986)-  35 49 23.     (N)    091 20 36.     (W)     SCALED    
 FF0931* NAVD 88     -       100.810  (meters)     330.74   (feet)  ADJUSTED  
 FF0931  ___________________________________________________________________
 FF0931  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0931  DYNAMIC HT  -         100.723 (meters)     330.46  (feet)  COMP
 FF0931  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 FF0931
 FF0931  VERT ORDER  -  SECOND    CLASS 0
 FF0931
 FF0931.The horizontal coordinates were scaled from a topographic map and have
 FF0931.an estimated accuracy of +/- 6 seconds.
 FF0931
 FF0931.The orthometric height was determined by differential leveling
 FF0931.and adjusted by the National Geodetic Survey in June 1991..
 FF0931
 FF0931.The geoid height was determined by GEOID03.
 FF0931
 FF0931.The dynamic height is computed by dividing the NAVD 88
 FF0931.geopotential number by the normal gravity value computed on the
 FF0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0931.degrees latitude (g = 980.6199 gals.).
 FF0931
 FF0931.The modeled gravity was interpolated from observed gravity values.
 FF0931
 FF0931;                    North         East    Units  Estimated Accuracy
 FF0931;SPC AR N     -   165,470.      459,340.      MT  (+/- 180 meters Scaled)
 FF0931
 FF0931                          SUPERSEDED SURVEY CONTROL
 FF0931
 FF0931  NGVD 29 (??/??/??)  100.728  (m)          330.47   (f) ADJUSTED    2 0
 FF0931
 FF0931.Superseded values are not recommended for survey control.
 FF0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0931.See file dsdata.txt to determine how the superseded data were derived.
 FF0931
 FF0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV496655(NAD 83)
 FF0931_MARKER: DB = BENCH MARK DISK
 FF0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0931_STAMPING: B 44 1935 330.472
 FF0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0931+STABILITY: SURFACE MOTION
 FF0931
 FF0931  HISTORY     - Date     Condition        Report By
 FF0931  HISTORY     - 1935     MONUMENTED       CGS
 FF0931  HISTORY     - 1949     GOOD             CGS
 FF0931  HISTORY     - 20020925 POOR             USACE
 FF0931
 FF0931                          STATION DESCRIPTION
 FF0931
 FF0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0931'2.9 MI NE FROM WALNUT GROVE.
 FF0931'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FF0931'WALNUT GROVE, 65 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 FF0931'WITH STATE HIGHWAY 122, 31 FEET NORTHEAST OF A MAIL BOX, 26 FEET
 FF0931'NORTH OF THE CENTERLINE OF A GATE TO A FARMHOUSE, 35 FEET EAST OF
 FF0931'THE CENTERLINE OF STATE HIGHWAY 122, 21.5 FEET SOUTH OF A FENCE
 FF0931'CORNER, AND 1 FOOT WEST OF THE PROPERTY-LINE FENCE.  A STANDARD
 FF0931'DISK, STAMPED B 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0931
 FF0931                          STATION RECOVERY (2002)
 FF0931
 FF0931'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0931'DISK HAS BEEN SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0619 ***********************************************************************
 GE0619  DESIGNATION -  B 44 RESET
 GE0619  PID         -  GE0619
 GE0619  STATE/COUNTY-  AR/SHARP
 GE0619  USGS QUAD   -  ASH FLAT (1980)
 GE0619
 GE0619                         *CURRENT SURVEY CONTROL
 GE0619  ___________________________________________________________________
 GE0619* NAD 83(1986)-  36 14 12.     (N)    091 36 04.     (W)     SCALED    
 GE0619* NAVD 88     -       178.928  (meters)     587.03   (feet)  ADJUSTED  
 GE0619  ___________________________________________________________________
 GE0619  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0619  DYNAMIC HT  -         178.777 (meters)     586.54  (feet)  COMP
 GE0619  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GE0619
 GE0619  VERT ORDER  -  SECOND    CLASS 0
 GE0619
 GE0619.The horizontal coordinates were scaled from a topographic map and have
 GE0619.an estimated accuracy of +/- 6 seconds.
 GE0619
 GE0619.The orthometric height was determined by differential leveling
 GE0619.and adjusted by the National Geodetic Survey in June 1991..
 GE0619
 GE0619.The geoid height was determined by GEOID03.
 GE0619
 GE0619.The dynamic height is computed by dividing the NAVD 88
 GE0619.geopotential number by the normal gravity value computed on the
 GE0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0619.degrees latitude (g = 980.6199 gals.).
 GE0619
 GE0619.The modeled gravity was interpolated from observed gravity values.
 GE0619
 GE0619;                    North         East    Units  Estimated Accuracy
 GE0619;SPC AR N     -   211,240.      435,860.      MT  (+/- 180 meters Scaled)
 GE0619
 GE0619                          SUPERSEDED SURVEY CONTROL
 GE0619
 GE0619  NGVD 29 (??/??/92)  178.822  (m)          586.69   (f) ADJ UNCH    2 0
 GE0619
 GE0619.Superseded values are not recommended for survey control.
 GE0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0619.See file dsdata.txt to determine how the superseded data were derived.
 GE0619
 GE0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA257111(NAD 83)
 GE0619_MARKER: DD = SURVEY DISK
 GE0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0619_SP_SET: CULVERT
 GE0619_STAMPING: B 44 RESET 1954
 GE0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0619
 GE0619  HISTORY     - Date     Condition        Report By
 GE0619  HISTORY     - 1954     MONUMENTED       ARGS
 GE0619  HISTORY     - 1955     GOOD             NGS
 GE0619  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0619
 GE0619                          STATION DESCRIPTION
 GE0619
 GE0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0619'1 MI NE FROM ASH FLAT.
 GE0619'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL AT
 GE0619'ASH FLAT, THENCE 0.1 MILE NORTHEAST ALONG NEW U.S. HIGHWAY 62,
 GE0619'27 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 GE0619'TOP OF THE CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 GE0619
 GE0619                          STATION RECOVERY (2003)
 GE0619
 GE0619'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1290 ***********************************************************************
 FG1290  DESIGNATION -  B 45
 FG1290  PID         -  FG1290
 FG1290  STATE/COUNTY-  AR/FRANKLIN
 FG1290  USGS QUAD   -  OZARK (1993)
 FG1290
 FG1290                         *CURRENT SURVEY CONTROL
 FG1290  ___________________________________________________________________
 FG1290* NAD 83(1986)-  35 27 18.     (N)    093 49 50.     (W)     SCALED    
 FG1290* NAVD 88     -       134.391  (meters)     440.91   (feet)  ADJUSTED  
 FG1290  ___________________________________________________________________
 FG1290  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1290  DYNAMIC HT  -         134.268 (meters)     440.51  (feet)  COMP
 FG1290  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 FG1290
 FG1290  VERT ORDER  -  SECOND    CLASS 0
 FG1290
 FG1290.The horizontal coordinates were scaled from a topographic map and have
 FG1290.an estimated accuracy of +/- 6 seconds.
 FG1290
 FG1290.The orthometric height was determined by differential leveling
 FG1290.and adjusted by the National Geodetic Survey in June 1991..
 FG1290
 FG1290.The geoid height was determined by GEOID03.
 FG1290
 FG1290.The dynamic height is computed by dividing the NAVD 88
 FG1290.geopotential number by the normal gravity value computed on the
 FG1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1290.degrees latitude (g = 980.6199 gals.).
 FG1290
 FG1290.The modeled gravity was interpolated from observed gravity values.
 FG1290
 FG1290;                    North         East    Units  Estimated Accuracy
 FG1290;SPC AR N     -   125,980.      233,840.      MT  (+/- 180 meters Scaled)
 FG1290
 FG1290                          SUPERSEDED SURVEY CONTROL
 FG1290
 FG1290  NGVD 29 (??/??/92)  134.336  (m)          440.73   (f) ADJ UNCH    2 0
 FG1290
 FG1290.Superseded values are not recommended for survey control.
 FG1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1290.See file dsdata.txt to determine how the superseded data were derived.
 FG1290
 FG1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV246238(NAD 83)
 FG1290_MARKER: DB = BENCH MARK DISK
 FG1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1290_STAMPING: B 45 1934
 FG1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1290+STABILITY: SURFACE MOTION
 FG1290
 FG1290  HISTORY     - Date     Condition        Report By
 FG1290  HISTORY     - 1934     MONUMENTED       CGS
 FG1290  HISTORY     - 1959     GOOD             NGS
 FG1290  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1290
 FG1290                          STATION DESCRIPTION
 FG1290
 FG1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1290'2.4 MI S FROM OZARK.
 FG1290'2.4 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI PACIFIC
 FG1290'RAILROAD STATION AT OZARK, 0.4 MILE SOUTH OF THE SERVICE STATION OF
 FG1290'ATHEL SHELTON, ABOUT 450 FEET SOUTHEAST OF A TENANT HOUSE, 50.6 FEET
 FG1290'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.9 FEET EAST OF A
 FG1290'POWER-TRANSMISSION POLE.  NOTE-- EAST OF THE NORTHEAST ONE OF TWO
 FG1290'POWER LINE POLES.
 FG1290
 FG1290                          STATION RECOVERY (1984)
 FG1290
 FG1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1290'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0605 ***********************************************************************
 GE0605  DESIGNATION -  B 46
 GE0605  PID         -  GE0605
 GE0605  STATE/COUNTY-  AR/SHARP
 GE0605  USGS QUAD   -  STUART (1981)
 GE0605
 GE0605                         *CURRENT SURVEY CONTROL
 GE0605  ___________________________________________________________________
 GE0605* NAD 83(1986)-  36 16 34.     (N)    091 30 27.     (W)     SCALED    
 GE0605* NAVD 88     -       214.125  (meters)     702.51   (feet)  ADJUSTED  
 GE0605  ___________________________________________________________________
 GE0605  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GE0605  DYNAMIC HT  -         213.944 (meters)     701.91  (feet)  COMP
 GE0605  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 GE0605
 GE0605  VERT ORDER  -  SECOND    CLASS 0
 GE0605
 GE0605.The horizontal coordinates were scaled from a topographic map and have
 GE0605.an estimated accuracy of +/- 6 seconds.
 GE0605
 GE0605.The orthometric height was determined by differential leveling
 GE0605.and adjusted by the National Geodetic Survey in June 1991..
 GE0605
 GE0605.The geoid height was determined by GEOID03.
 GE0605
 GE0605.The dynamic height is computed by dividing the NAVD 88
 GE0605.geopotential number by the normal gravity value computed on the
 GE0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0605.degrees latitude (g = 980.6199 gals.).
 GE0605
 GE0605.The modeled gravity was interpolated from observed gravity values.
 GE0605
 GE0605;                    North         East    Units  Estimated Accuracy
 GE0605;SPC AR N     -   215,650.      444,250.      MT  (+/- 180 meters Scaled)
 GE0605
 GE0605                          SUPERSEDED SURVEY CONTROL
 GE0605
 GE0605  NGVD 29 (??/??/92)  214.02   (m)          702.2    (f) COMPUTED    2 0
 GE0605
 GE0605.Superseded values are not recommended for survey control.
 GE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0605.See file dsdata.txt to determine how the superseded data were derived.
 GE0605
 GE0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA340156(NAD 83)
 GE0605_MARKER: DB = BENCH MARK DISK
 GE0605_SETTING: 0 = UNSPECIFIED SETTING
 GE0605_STAMPING: B 46 1934
 GE0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0605
 GE0605  HISTORY     - Date     Condition        Report By
 GE0605  HISTORY     - 1934     MONUMENTED       CGS
 GE0605  HISTORY     - 1955     MARK NOT FOUND   NGS
 GE0605  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0605
 GE0605                          STATION DESCRIPTION
 GE0605
 GE0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0605'4.2 MI SW FROM HARDY.
 GE0605'4.2 MILES SW OF HARDY ALONG U.S. HWY 62 FROM STATION, T 19 N,
 GE0605'R 5 W, NW 1/4 OF SEC. 33, AT JUNCTION HIGHWAY AND OLD ROAD TO
 GE0605'HARDY, 1 MILE NORTHEAST OF STUART POST OFFICE, 21.5 FEET EAST
 GE0605'OF HIGHWAY CENTERLINE, 39.5 FT. SOUTH OF POWER LINE POLE.
 GE0605
 GE0605                          STATION RECOVERY (1955)
 GE0605
 GE0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GE0605'MARK NOT FOUND.
 GE0605
 GE0605                          STATION RECOVERY (2003)
 GE0605
 GE0605'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1272 ***********************************************************************
 FG1272  DESIGNATION -  B 46
 FG1272  PID         -  FG1272
 FG1272  STATE/COUNTY-  AR/LOGAN
 FG1272  USGS QUAD   -  MAGAZINE (1983)
 FG1272
 FG1272                         *CURRENT SURVEY CONTROL
 FG1272  ___________________________________________________________________
 FG1272* NAD 83(1986)-  35 08 37.     (N)    093 51 49.     (W)     SCALED    
 FG1272* NAVD 88     -       133.688  (meters)     438.61   (feet)  ADJUSTED  
 FG1272  ___________________________________________________________________
 FG1272  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FG1272  DYNAMIC HT  -         133.558 (meters)     438.18  (feet)  COMP
 FG1272  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 FG1272
 FG1272  VERT ORDER  -  SECOND    CLASS 0
 FG1272
 FG1272.The horizontal coordinates were scaled from a topographic map and have
 FG1272.an estimated accuracy of +/- 6 seconds.
 FG1272
 FG1272.The orthometric height was determined by differential leveling
 FG1272.and adjusted by the National Geodetic Survey in June 1991..
 FG1272
 FG1272.The geoid height was determined by GEOID03.
 FG1272
 FG1272.The dynamic height is computed by dividing the NAVD 88
 FG1272.geopotential number by the normal gravity value computed on the
 FG1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1272.degrees latitude (g = 980.6199 gals.).
 FG1272
 FG1272.The modeled gravity was interpolated from observed gravity values.
 FG1272
 FG1272;                    North         East    Units  Estimated Accuracy
 FG1272;SPC AR N     -    91,500.      230,190.      MT  (+/- 180 meters Scaled)
 FG1272
 FG1272                          SUPERSEDED SURVEY CONTROL
 FG1272
 FG1272  NGVD 29 (??/??/92)  133.619  (m)          438.38   (f) ADJ UNCH    2 0
 FG1272
 FG1272.Superseded values are not recommended for survey control.
 FG1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1272.See file dsdata.txt to determine how the superseded data were derived.
 FG1272
 FG1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU213893(NAD 83)
 FG1272_MARKER: DB = BENCH MARK DISK
 FG1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1272_STAMPING: B-46 1934
 FG1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1272+STABILITY: SURFACE MOTION
 FG1272
 FG1272  HISTORY     - Date     Condition        Report By
 FG1272  HISTORY     - 1934     MONUMENTED       CGS
 FG1272  HISTORY     - 1959     GOOD             NGS
 FG1272  HISTORY     - 1978     MARK NOT FOUND   USGS
 FG1272
 FG1272                          STATION DESCRIPTION
 FG1272
 FG1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1272'3.5 MI E FROM BOONEVILLE.
 FG1272'3.2 MILES EAST OF, ALONG C.R.I. AND P. RY. FROM STATION ABOUT 0.3 MILE
 FG1272'WEST OF M.P. NO. 248.  ABOUT 450 FEET NORTHEAST OF METAL COVERED BARN.
 FG1272'ABOUT 120 FEET NORTH OF CENTERLINE OF COUNTY ROAD. 44.4 FEET SOUTH OF
 FG1272'CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. 1.7 FEET NORTH OF
 FG1272'FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG1272
 FG1272                          STATION RECOVERY (1959)
 FG1272
 FG1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1272'RECOVERED IN GOOD CONDITION.
 FG1272
 FG1272                          STATION RECOVERY (1978)
 FG1272
 FG1272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FG1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0601 ***********************************************************************
 GE0601  DESIGNATION -  B 47
 GE0601  PID         -  GE0601
 GE0601  STATE/COUNTY-  AR/SHARP
 GE0601  USGS QUAD   -  STUART (1981)
 GE0601
 GE0601                         *CURRENT SURVEY CONTROL
 GE0601  ___________________________________________________________________
 GE0601* NAD 83(1986)-  36 18 28.     (N)    091 30 15.     (W)     SCALED    
 GE0601* NAVD 88     -       206.263  (meters)     676.71   (feet)  ADJUSTED  
 GE0601  ___________________________________________________________________
 GE0601  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE0601  DYNAMIC HT  -         206.091 (meters)     676.15  (feet)  COMP
 GE0601  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 GE0601
 GE0601  VERT ORDER  -  SECOND    CLASS 0
 GE0601
 GE0601.The horizontal coordinates were scaled from a topographic map and have
 GE0601.an estimated accuracy of +/- 6 seconds.
 GE0601
 GE0601.The orthometric height was determined by differential leveling
 GE0601.and adjusted by the National Geodetic Survey in June 1991..
 GE0601
 GE0601.The geoid height was determined by GEOID03.
 GE0601
 GE0601.The dynamic height is computed by dividing the NAVD 88
 GE0601.geopotential number by the normal gravity value computed on the
 GE0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0601.degrees latitude (g = 980.6199 gals.).
 GE0601
 GE0601.The modeled gravity was interpolated from observed gravity values.
 GE0601
 GE0601;                    North         East    Units  Estimated Accuracy
 GE0601;SPC AR N     -   219,170.      444,530.      MT  (+/- 180 meters Scaled)
 GE0601
 GE0601                          SUPERSEDED SURVEY CONTROL
 GE0601
 GE0601  NGVD 29 (??/??/92)  206.158  (m)          676.37   (f) ADJ UNCH    2 0
 GE0601
 GE0601.Superseded values are not recommended for survey control.
 GE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0601.See file dsdata.txt to determine how the superseded data were derived.
 GE0601
 GE0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA342191(NAD 83)
 GE0601_MARKER: DD = SURVEY DISK
 GE0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0601_STAMPING: B 47 1934 676.370
 GE0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0601+STABILITY: SURFACE MOTION
 GE0601
 GE0601  HISTORY     - Date     Condition        Report By
 GE0601  HISTORY     - 1934     MONUMENTED       ARGS
 GE0601  HISTORY     - 1955     GOOD             NGS
 GE0601
 GE0601                          STATION DESCRIPTION
 GE0601
 GE0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0601'1.8 MI SW FROM HARDY.
 GE0601'1.85 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 62 FROM THE ST.
 GE0601'LOUIS-SAN FRANCISCO RAILROAD STATION AT HARDY, 60 FEET WEST OF
 GE0601'THE NORTH CORNER OF A HOUSE, 80 FEET SOUTHWEST OF THE CENTER LINE
 GE0601'OF A PRIVATE DRIVEWAY, 31 FEET SOUTHEAST OF THE CENTER LINE OF
 GE0601'THE OLD HIGHWAY, 18.5 FEET NORTH OF A TELEPHONE POLE, 14 FEET
 GE0601'NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, 4 FEET
 GE0601'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 GE0601'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1150 ***********************************************************************
 FG1150  DESIGNATION -  B 47
 FG1150  PID         -  FG1150
 FG1150  STATE/COUNTY-  AR/YELL
 FG1150  USGS QUAD   -  DANVILLE MOUNTAIN (1972)
 FG1150
 FG1150                         *CURRENT SURVEY CONTROL
 FG1150  ___________________________________________________________________
 FG1150* NAD 83(1986)-  35 04 07.     (N)    093 17 28.     (W)     SCALED    
 FG1150* NAVD 88     -       100.688  (meters)     330.34   (feet)  ADJUSTED  
 FG1150  ___________________________________________________________________
 FG1150  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FG1150  DYNAMIC HT  -         100.590 (meters)     330.02  (feet)  COMP
 FG1150  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 FG1150
 FG1150  VERT ORDER  -  SECOND    CLASS 0
 FG1150
 FG1150.The horizontal coordinates were scaled from a topographic map and have
 FG1150.an estimated accuracy of +/- 6 seconds.
 FG1150
 FG1150.The orthometric height was determined by differential leveling
 FG1150.and adjusted by the National Geodetic Survey in June 1991..
 FG1150
 FG1150.The geoid height was determined by GEOID03.
 FG1150
 FG1150.The dynamic height is computed by dividing the NAVD 88
 FG1150.geopotential number by the normal gravity value computed on the
 FG1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1150.degrees latitude (g = 980.6199 gals.).
 FG1150
 FG1150.The modeled gravity was interpolated from observed gravity values.
 FG1150
 FG1150;                    North         East    Units  Estimated Accuracy
 FG1150;SPC AR N     -    82,350.      282,240.      MT  (+/- 180 meters Scaled)
 FG1150
 FG1150                          SUPERSEDED SURVEY CONTROL
 FG1150
 FG1150  NGVD 29 (??/??/92)  100.654  (m)          330.23   (f) ADJ UNCH    2 0
 FG1150
 FG1150.Superseded values are not recommended for survey control.
 FG1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1150.See file dsdata.txt to determine how the superseded data were derived.
 FG1150
 FG1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU734806(NAD 83)
 FG1150_MARKER: DB = BENCH MARK DISK
 FG1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1150_STAMPING: B-47 1934
 FG1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1150+STABILITY: SURFACE MOTION
 FG1150
 FG1150  HISTORY     - Date     Condition        Report By
 FG1150  HISTORY     - 1934     MONUMENTED       CGS
 FG1150
 FG1150                          STATION DESCRIPTION
 FG1150
 FG1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1150'5.2 MI W FROM OLA.
 FG1150'5.2 MILES WEST OF, ALONG C.R.I. AND P. RY, FROM STATION.  POST SET AT
 FG1150'MICKLES SIDING.  66 FEET EAST OF NORTHEAST CORNER OF RAILWAY WAITING
 FG1150'SHED.  37.6 FEET NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 FG1150'PACIFIC R.R.  10.2 FEET SOUTH OF NORTHWEST FENCE CORNER. 10.2 FEET
 FG1150'NORTHEAST OF EAST END OF IRON GATE.  4.3 FEET EAST OF FENCE RUNNING
 FG1150'NORTH-SOUTH.  2.9 FEET SOUTH OF TELEPHONE POLE.  TABLET SET IN PRECAST
 FG1150'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0972 ***********************************************************************
 FG0972  DESIGNATION -  B 48
 FG0972  PID         -  FG0972
 FG0972  STATE/COUNTY-  AR/NEWTON
 FG0972  USGS QUAD   -  LURTON (1980)
 FG0972
 FG0972                         *CURRENT SURVEY CONTROL
 FG0972  ___________________________________________________________________
 FG0972* NAD 83(1986)-  35 46 07.     (N)    093 04 37.     (W)     SCALED    
 FG0972* NAVD 88     -       618.267  (meters)    2028.43   (feet)  ADJUSTED  
 FG0972  ___________________________________________________________________
 FG0972  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0972  DYNAMIC HT  -         617.663 (meters)    2026.45  (feet)  COMP
 FG0972  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 FG0972
 FG0972  VERT ORDER  -  SECOND    CLASS 0
 FG0972
 FG0972.The horizontal coordinates were scaled from a topographic map and have
 FG0972.an estimated accuracy of +/- 6 seconds.
 FG0972
 FG0972.The orthometric height was determined by differential leveling
 FG0972.and adjusted by the National Geodetic Survey in June 1991..
 FG0972
 FG0972.The geoid height was determined by GEOID03.
 FG0972
 FG0972.The dynamic height is computed by dividing the NAVD 88
 FG0972.geopotential number by the normal gravity value computed on the
 FG0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0972.degrees latitude (g = 980.6199 gals.).
 FG0972
 FG0972.The modeled gravity was interpolated from observed gravity values.
 FG0972
 FG0972;                    North         East    Units  Estimated Accuracy
 FG0972;SPC AR N     -   159,770.      302,620.      MT  (+/- 180 meters Scaled)
 FG0972
 FG0972                          SUPERSEDED SURVEY CONTROL
 FG0972
 FG0972  NGVD 29 (??/??/92)  618.174  (m)         2028.13   (f) ADJ UNCH    2 0
 FG0972
 FG0972.Superseded values are not recommended for survey control.
 FG0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0972.See file dsdata.txt to determine how the superseded data were derived.
 FG0972
 FG0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV930582(NAD 83)
 FG0972_MARKER: DB = BENCH MARK DISK
 FG0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0972_STAMPING: B 48 1934
 FG0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0972+STABILITY: SURFACE MOTION
 FG0972
 FG0972  HISTORY     - Date     Condition        Report By
 FG0972  HISTORY     - 1934     MONUMENTED       CGS
 FG0972  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0972
 FG0972                          STATION DESCRIPTION
 FG0972
 FG0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0972'IN LURTON.
 FG0972'AT LURTON, ON STATE HIGHWAY 7, 71.1 FEET SOUTH OF THE ENTRANCE GATE AT
 FG0972'THE NORTHWEST CORNER OF THE SCHOOLYARD, 69.9 FEET EAST OF THE CENTER
 FG0972'LINE OF THE HIGHWAY, 36.8 FEET WEST OF THE WEST SIDE OF THE
 FG0972'SCHOOLHOUSE, AND 2 FEET EAST OF A FENCE PARALLELING THE HIGHWAY.  SET
 FG0972'IN THE TOP OF A CONCRETE POST.
 FG0972
 FG0972                          STATION RECOVERY (1976)
 FG0972
 FG0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1561 ***********************************************************************
 FF1561  DESIGNATION -  B 5
 FF1561  PID         -  FF1561
 FF1561  STATE/COUNTY-  AR/INDEPENDENCE
 FF1561  USGS QUAD   -  JAMESTOWN (1981)
 FF1561
 FF1561                         *CURRENT SURVEY CONTROL
 FF1561  ___________________________________________________________________
 FF1561* NAD 83(1986)-  35 44 08.     (N)    091 43 16.     (W)     SCALED    
 FF1561* NAVD 88     -        85.725  (meters)     281.25   (feet)  ADJUSTED  
 FF1561  ___________________________________________________________________
 FF1561  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF1561  DYNAMIC HT  -          85.651 (meters)     281.01  (feet)  COMP
 FF1561  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 FF1561
 FF1561  VERT ORDER  -  SECOND    CLASS 0
 FF1561
 FF1561.The horizontal coordinates were scaled from a topographic map and have
 FF1561.an estimated accuracy of +/- 6 seconds.
 FF1561
 FF1561.The orthometric height was determined by differential leveling
 FF1561.and adjusted by the National Geodetic Survey in June 1991..
 FF1561
 FF1561.The geoid height was determined by GEOID03.
 FF1561
 FF1561.The dynamic height is computed by dividing the NAVD 88
 FF1561.geopotential number by the normal gravity value computed on the
 FF1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1561.degrees latitude (g = 980.6199 gals.).
 FF1561
 FF1561.The modeled gravity was interpolated from observed gravity values.
 FF1561
 FF1561;                    North         East    Units  Estimated Accuracy
 FF1561;SPC AR N     -   155,600.      425,230.      MT  (+/- 180 meters Scaled)
 FF1561
 FF1561                          SUPERSEDED SURVEY CONTROL
 FF1561
 FF1561  NGVD 29 (??/??/??)   85.650  (m)          281.00   (f) ADJUSTED    2 0
 FF1561
 FF1561.Superseded values are not recommended for survey control.
 FF1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1561.See file dsdata.txt to determine how the superseded data were derived.
 FF1561
 FF1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV156553(NAD 83)
 FF1561_MARKER: DD = SURVEY DISK
 FF1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1561_STAMPING: B 5 1934 281.003
 FF1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1561+STABILITY: SURFACE MOTION
 FF1561
 FF1561  HISTORY     - Date     Condition        Report By
 FF1561  HISTORY     - 1934     MONUMENTED       ARGS
 FF1561  HISTORY     - 1949     GOOD             CGS
 FF1561  HISTORY     - 198703   MARK NOT FOUND   USGS
 FF1561
 FF1561                          STATION DESCRIPTION
 FF1561
 FF1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF1561'1.6 MI NE FROM LOCUST GROVE.
 FF1561'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FF1561'LOCUST GROVE, INDEPENDENCE COUNTY, 8.3 MILES SOUTHWEST OF THE
 FF1561'INTERSECTION OF ST. LOUIS AND EAST MAIN STREETS AT BATESVILLE,
 FF1561'AT A DIRT ROAD LEADING WEST, AND 13.5 FEET NORTH OF THE NORTHEAST
 FF1561'CORNER OF THE CONCRETE HEADWALL OF A ROAD CULVERT.  A STATE SURVEY
 FF1561'STANDARD DISK, STAMPED B 5 1934 AND SET IN THE TOP OF A CONCRETE
 FF1561'POST.
 FF1561
 FF1561                          STATION RECOVERY (1987)
 FF1561
 FF1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (FSS)
 FF1561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1310 ***********************************************************************
 FG1310  DESIGNATION -  B 51
 FG1310  PID         -  FG1310
 FG1310  STATE/COUNTY-  AR/MADISON
 FG1310  USGS QUAD   -  PETTIGREW (1973)
 FG1310
 FG1310                         *CURRENT SURVEY CONTROL
 FG1310  ___________________________________________________________________
 FG1310* NAD 83(1986)-  35 51 38.     (N)    093 44 34.     (W)     SCALED    
 FG1310* NAVD 88     -       638.670  (meters)    2095.37   (feet)  ADJUSTED  
 FG1310  ___________________________________________________________________
 FG1310  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG1310  DYNAMIC HT  -         638.070 (meters)    2093.40  (feet)  COMP
 FG1310  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 FG1310
 FG1310  VERT ORDER  -  SECOND    CLASS 0
 FG1310
 FG1310.The horizontal coordinates were scaled from a topographic map and have
 FG1310.an estimated accuracy of +/- 6 seconds.
 FG1310
 FG1310.The orthometric height was determined by differential leveling
 FG1310.and adjusted by the National Geodetic Survey in June 1991..
 FG1310
 FG1310.The geoid height was determined by GEOID03.
 FG1310
 FG1310.The dynamic height is computed by dividing the NAVD 88
 FG1310.geopotential number by the normal gravity value computed on the
 FG1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1310.degrees latitude (g = 980.6199 gals.).
 FG1310
 FG1310.The modeled gravity was interpolated from observed gravity values.
 FG1310
 FG1310;                    North         East    Units  Estimated Accuracy
 FG1310;SPC AR N     -   170,830.      242,610.      MT  (+/- 180 meters Scaled)
 FG1310
 FG1310                          SUPERSEDED SURVEY CONTROL
 FG1310
 FG1310  NGVD 29 (??/??/92)  638.540  (m)         2094.94   (f) ADJ UNCH    2 0
 FG1310
 FG1310.Superseded values are not recommended for survey control.
 FG1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1310.See file dsdata.txt to determine how the superseded data were derived.
 FG1310
 FG1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV329687(NAD 83)
 FG1310_MARKER: DB = BENCH MARK DISK
 FG1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1310_STAMPING: B 51 1934
 FG1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1310+STABILITY: SURFACE MOTION
 FG1310
 FG1310  HISTORY     - Date     Condition        Report By
 FG1310  HISTORY     - 1934     MONUMENTED       CGS
 FG1310
 FG1310                          STATION DESCRIPTION
 FG1310
 FG1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1310'3.3 MI N FROM ST PAUL.
 FG1310'3.3 MILES NORTH ALONG STATE HIGHWAY 23  FROM THE ST. LOUIS-SAN
 FG1310'FRANCISCO RAILWAY STATION AT ST. PAUL, MADISON COUNTY, AT THE SUMMIT
 FG1310'OF THE HIGHWAY OVER A HILL, 275 FEET WEST OF THE CENTERLINE OF THE
 FG1310'HIGHWAY, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY FROM
 FG1310'THE SUMMIT OVER THE HILL, AND 21 FEET SOUTH OF THE CENTERLINE OF A
 FG1310'DIRT ROAD WHICH IS ON THE TOP OF THE HILL.  A STANDARD DISK, STAMPED B
 FG1310'51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0495 ***********************************************************************
 GF0495  DESIGNATION -  B 52
 GF0495  PID         -  GF0495
 GF0495  STATE/COUNTY-  AR/CARROLL
 GF0495  USGS QUAD   -  ROCKHOUSE (1972)
 GF0495
 GF0495                         *CURRENT SURVEY CONTROL
 GF0495  ___________________________________________________________________
 GF0495* NAD 83(1986)-  36 21 46.     (N)    093 45 00.     (W)     SCALED    
 GF0495* NAVD 88     -       490.254  (meters)    1608.44   (feet)  ADJUSTED  
 GF0495  ___________________________________________________________________
 GF0495  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GF0495  DYNAMIC HT  -         489.817 (meters)    1607.01  (feet)  COMP
 GF0495  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GF0495
 GF0495  VERT ORDER  -  SECOND    CLASS 0
 GF0495
 GF0495.The horizontal coordinates were scaled from a topographic map and have
 GF0495.an estimated accuracy of +/- 6 seconds.
 GF0495
 GF0495.The orthometric height was determined by differential leveling
 GF0495.and adjusted by the National Geodetic Survey in June 1991..
 GF0495
 GF0495.The geoid height was determined by GEOID03.
 GF0495
 GF0495.The dynamic height is computed by dividing the NAVD 88
 GF0495.geopotential number by the normal gravity value computed on the
 GF0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0495.degrees latitude (g = 980.6199 gals.).
 GF0495
 GF0495.The modeled gravity was interpolated from observed gravity values.
 GF0495
 GF0495;                    North         East    Units  Estimated Accuracy
 GF0495;SPC AR N     -   226,560.      242,940.      MT  (+/- 180 meters Scaled)
 GF0495
 GF0495                          SUPERSEDED SURVEY CONTROL
 GF0495
 GF0495  NGVD 29 (??/??/92)  490.111  (m)         1607.97   (f) ADJ UNCH    2 0
 GF0495
 GF0495.Superseded values are not recommended for survey control.
 GF0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0495.See file dsdata.txt to determine how the superseded data were derived.
 GF0495
 GF0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA327244(NAD 83)
 GF0495_MARKER: DB = BENCH MARK DISK
 GF0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0495_STAMPING: B 52 1934
 GF0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0495+STABILITY: SURFACE MOTION
 GF0495
 GF0495  HISTORY     - Date     Condition        Report By
 GF0495  HISTORY     - 1934     MONUMENTED       CGS
 GF0495  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0495
 GF0495                          STATION DESCRIPTION
 GF0495
 GF0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0495'5.2 MI S FROM EUREKA SPRINGS.
 GF0495'5.2 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE CITY AUDITORIUM
 GF0495'AT EUREKA SPRINGS, CARROLL COUNTY, AT THE CROSSING OF THE SOUTH
 GF0495'LINE OF CEDAR TOWNSHIP, 450 FEET SOUTH OF THE FARMHOUSE OF
 GF0495'SPENCER HAMEN, 34 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GF0495'22 FEET NORTH OF THE SOUTHWEST CORNER OF A FENCE, 16 FEET NORTH
 GF0495'OF THE CENTERLINE OF A WAGON GATE, AND 1.3 FEET WEST OF THE
 GF0495'FENCE LINE.  A STANDARD DISK, STAMPED B 52 1934 AND SET IN THE
 GF0495'TOP OF A CONCRETE POST.
 GF0495
 GF0495                          STATION RECOVERY (1987)
 GF0495
 GF0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1340 ***********************************************************************
 FG1340  DESIGNATION -  B 53
 FG1340  PID         -  FG1340
 FG1340  STATE/COUNTY-  AR/MADISON
 FG1340  USGS QUAD   -  BOSTON (1973)
 FG1340
 FG1340                         *CURRENT SURVEY CONTROL
 FG1340  ___________________________________________________________________
 FG1340* NAD 83(1986)-  35 50 33.     (N)    093 34 18.     (W)     SCALED    
 FG1340* NAVD 88     -       715.621  (meters)    2347.83   (feet)  ADJUSTED  
 FG1340  ___________________________________________________________________
 FG1340  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG1340  DYNAMIC HT  -         714.919 (meters)    2345.53  (feet)  COMP
 FG1340  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 FG1340
 FG1340  VERT ORDER  -  SECOND    CLASS 0
 FG1340
 FG1340.The horizontal coordinates were scaled from a topographic map and have
 FG1340.an estimated accuracy of +/- 6 seconds.
 FG1340
 FG1340.The orthometric height was determined by differential leveling
 FG1340.and adjusted by the National Geodetic Survey in June 1991..
 FG1340
 FG1340.The geoid height was determined by GEOID03.
 FG1340
 FG1340.The dynamic height is computed by dividing the NAVD 88
 FG1340.geopotential number by the normal gravity value computed on the
 FG1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1340.degrees latitude (g = 980.6199 gals.).
 FG1340
 FG1340.The modeled gravity was interpolated from observed gravity values.
 FG1340
 FG1340;                    North         East    Units  Estimated Accuracy
 FG1340;SPC AR N     -   168,560.      258,030.      MT  (+/- 180 meters Scaled)
 FG1340
 FG1340                          SUPERSEDED SURVEY CONTROL
 FG1340
 FG1340  NGVD 29 (??/??/92)  715.514  (m)         2347.48   (f) ADJ UNCH    2 0
 FG1340
 FG1340.Superseded values are not recommended for survey control.
 FG1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1340.See file dsdata.txt to determine how the superseded data were derived.
 FG1340
 FG1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV483666(NAD 83)
 FG1340_MARKER: DB = BENCH MARK DISK
 FG1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1340_STAMPING: B 53 1934
 FG1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1340+STABILITY: SURFACE MOTION
 FG1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1340+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 FG1340
 FG1340  HISTORY     - Date     Condition        Report By
 FG1340  HISTORY     - 1934     MONUMENTED       CGS
 FG1340  HISTORY     - 1935     GOOD             NGS
 FG1340  HISTORY     - 1963     GOOD             NGS
 FG1340  HISTORY     - 20040727 GOOD             ARHD
 FG1340
 FG1340                          STATION DESCRIPTION
 FG1340
 FG1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1340'3.2 MI SW FROM REDSTAR.
 FG1340'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 FG1340'REDSTAR, 138 FEET EAST OF THE NEW HOME SCHOOL, 175 FEET NORTHWEST OF
 FG1340'THE CENTERLINE OF THE HIGHWAY, 27 FEET SOUTHWEST OF THE NORTH CORNER
 FG1340'OF A FENCE AND 1.5 FEET NORTHWEST OF THE FENCE.  A STANDARD DISK,
 FG1340'STAMPED B 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FG1340
 FG1340                          STATION RECOVERY (1963)
 FG1340
 FG1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FG1340'RECOVERED IN GOOD CONDITION.
 FG1340
 FG1340                          STATION RECOVERY (2004)
 FG1340
 FG1340'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1340'THE STATION IS 0.55 MILES NE ON HIGHWAY 16 FROM STATION RED STAR, AT
 FG1340'THE NEW HOPE CHURCH OF CHRIST. 162 FEET NE OF THE N ENTRANCE TO THE
 FG1340'CHURCH, 61.5 FEET NNE OF A LIGHT POLE WITH GUY, 5.25 FEET WNW OF A
 FG1340'PIPE FENCE AND 4.00 FEET WSW OF A LARGE STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1692 ***********************************************************************
 EH1692  DESIGNATION -  B 54
 EH1692  PID         -  EH1692
 EH1692  STATE/COUNTY-  AR/JEFFERSON
 EH1692  USGS QUAD   -  HUMPHREY (1967)
 EH1692
 EH1692                         *CURRENT SURVEY CONTROL
 EH1692  ___________________________________________________________________
 EH1692* NAD 83(1986)-  34 25 06.     (N)    091 43 34.     (W)     SCALED    
 EH1692* NAVD 88     -        57.091  (meters)     187.31   (feet)  POSTED    
 EH1692  ___________________________________________________________________
 EH1692  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EH1692  DYNAMIC HT  -          57.040 (meters)     187.14  (feet)  COMP
 EH1692  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 EH1692
 EH1692  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EH1692
 EH1692.The horizontal coordinates were scaled from a topographic map and have
 EH1692.an estimated accuracy of +/- 6 seconds.
 EH1692
 EH1692.The orthometric height was determined by differential leveling
 EH1692.and adjusted by the National Geodetic Survey in 1992..
 EH1692.No vertical observational check was made to the station.
 EH1692.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EH1692.was located on a no-check spur therefore a value was not computed.
 EH1692
 EH1692.The geoid height was determined by GEOID03.
 EH1692
 EH1692.The dynamic height is computed by dividing the NAVD 88
 EH1692.geopotential number by the normal gravity value computed on the
 EH1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1692.degrees latitude (g = 980.6199 gals.).
 EH1692
 EH1692.The modeled gravity was interpolated from observed gravity values.
 EH1692
 EH1692;                    North         East    Units  Estimated Accuracy
 EH1692;SPC AR S     -   594,320.      425,180.      MT  (+/- 180 meters Scaled)
 EH1692
 EH1692                          SUPERSEDED SURVEY CONTROL
 EH1692
 EH1692  NGVD 29 (??/??/??)   57.100  (m)          187.34   (f) ADJUSTED    2 0
 EH1692
 EH1692.Superseded values are not recommended for survey control.
 EH1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1692.See file dsdata.txt to determine how the superseded data were derived.
 EH1692
 EH1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU170092(NAD 83)
 EH1692_MARKER: DB = BENCH MARK DISK
 EH1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1692_STAMPING: B 54 1934
 EH1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1692+STABILITY: SURFACE MOTION
 EH1692
 EH1692  HISTORY     - Date     Condition        Report By
 EH1692  HISTORY     - 1934     MONUMENTED       CGS
 EH1692  HISTORY     - 1937     GOOD             ARGS
 EH1692  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1692
 EH1692                          STATION DESCRIPTION
 EH1692
 EH1692'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH1692'1.4 MI W FROM HUMPHREY.
 EH1692'1.4 MILES WEST OF HUMPHREY ON ST. LOUIS SOUTHWESTERN RAILWAY 82 FEET
 EH1692'NORTHWEST OF POLE 246+0 75 FEET NORTHEAST OF EAST END OF TRESTLE NO.
 EH1692'563 45 FEET NORTH OF THE NORTH RAIL 35 FEET SOUTH OF THE CENTER LINE
 EH1692'OF OLD HIGHWAY.  A STANDARD DISK SET IN TOP OF CONCRETE POST.
 EH1692
 EH1692                          STATION RECOVERY (2003)
 EH1692
 EH1692'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1208 ***********************************************************************
 EH1208  DESIGNATION -  B 55
 EH1208  PID         -  EH1208
 EH1208  STATE/COUNTY-  AR/MONROE
 EH1208  USGS QUAD   -  CLARENDON (1968)
 EH1208
 EH1208                         *CURRENT SURVEY CONTROL
 EH1208  ___________________________________________________________________
 EH1208* NAD 83(1986)-  34 41 10.     (N)    091 18 52.     (W)     SCALED    
 EH1208* NAVD 88     -        55.163  (meters)     180.98   (feet)  ADJUSTED  
 EH1208  ___________________________________________________________________
 EH1208  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1208  DYNAMIC HT  -          55.111 (meters)     180.81  (feet)  COMP
 EH1208  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 EH1208
 EH1208  VERT ORDER  -  SECOND    CLASS 0
 EH1208
 EH1208.The horizontal coordinates were scaled from a topographic map and have
 EH1208.an estimated accuracy of +/- 6 seconds.
 EH1208
 EH1208.The orthometric height was determined by differential leveling
 EH1208.and adjusted by the National Geodetic Survey in June 1991..
 EH1208
 EH1208.The geoid height was determined by GEOID03.
 EH1208
 EH1208.The dynamic height is computed by dividing the NAVD 88
 EH1208.geopotential number by the normal gravity value computed on the
 EH1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1208.degrees latitude (g = 980.6199 gals.).
 EH1208
 EH1208.The modeled gravity was interpolated from observed gravity values.
 EH1208
 EH1208;                    North         East    Units  Estimated Accuracy
 EH1208;SPC AR S     -   624,200.      462,820.      MT  (+/- 180 meters Scaled)
 EH1208
 EH1208                          SUPERSEDED SURVEY CONTROL
 EH1208
 EH1208  NGVD 29 (??/??/??)   55.143  (m)          180.91   (f) ADJUSTED    2 0
 EH1208
 EH1208.Superseded values are not recommended for survey control.
 EH1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1208.See file dsdata.txt to determine how the superseded data were derived.
 EH1208
 EH1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU544395(NAD 83)
 EH1208_MARKER: DB = BENCH MARK DISK
 EH1208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1208_SP_SET: PIER
 EH1208_STAMPING: B 55 1935
 EH1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1208
 EH1208  HISTORY     - Date     Condition        Report By
 EH1208  HISTORY     - 1935     MONUMENTED       CGS
 EH1208  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1208
 EH1208                          STATION DESCRIPTION
 EH1208
 EH1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1208'IN CLARENDON.
 EH1208'ABOUT 225 FEET SOUTHWEST OF MILE POLE 214-25.  6.7 FEET SOUTHEAST OF
 EH1208'CENTERLINE OF ST. LOUIS, SOUTHWESTERN RY..  5.1 FEET BELOW LEVEL OF
 EH1208'RY. TRACK.  BRONZE TABLET SET HORIZONTALLY IN TOP OF NORTHEAST
 EH1208'CONCRETE PIER TO STEEL RAILWAY BRIDGE OVER WHITE RIVER.  NOTE-- A
 EH1208'LAYER OF CONCRETE MAY HAVE BEEN ADDED TO THE PIER.
 EH1208
 EH1208                          STATION RECOVERY (1955)
 EH1208
 EH1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0822 ***********************************************************************
 EH0822  DESIGNATION -  B 56
 EH0822  PID         -  EH0822
 EH0822  STATE/COUNTY-  AR/PHILLIPS
 EH0822  USGS QUAD   -  MARVELL (1971)
 EH0822
 EH0822                         *CURRENT SURVEY CONTROL
 EH0822  ___________________________________________________________________
 EH0822* NAD 83(1986)-  34 33 07.     (N)    090 53 10.     (W)     SCALED    
 EH0822* NAVD 88     -        59.168  (meters)     194.12   (feet)  ADJUSTED  
 EH0822  ___________________________________________________________________
 EH0822  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH0822  DYNAMIC HT  -          59.111 (meters)     193.93  (feet)  COMP
 EH0822  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 EH0822
 EH0822  VERT ORDER  -  FIRST     CLASS II
 EH0822
 EH0822.The horizontal coordinates were scaled from a topographic map and have
 EH0822.an estimated accuracy of +/- 6 seconds.
 EH0822
 EH0822.The orthometric height was determined by differential leveling
 EH0822.and adjusted by the National Geodetic Survey in June 1991..
 EH0822.WARNING-Repeat measurements at this control monument indicate possible
 EH0822.vertical movement.
 EH0822
 EH0822.The geoid height was determined by GEOID03.
 EH0822
 EH0822.The dynamic height is computed by dividing the NAVD 88
 EH0822.geopotential number by the normal gravity value computed on the
 EH0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0822.degrees latitude (g = 980.6199 gals.).
 EH0822
 EH0822.The modeled gravity was interpolated from observed gravity values.
 EH0822
 EH0822;                    North         East    Units  Estimated Accuracy
 EH0822;SPC AR S     -   609,660.      502,230.      MT  (+/- 180 meters Scaled)
 EH0822
 EH0822                          SUPERSEDED SURVEY CONTROL
 EH0822
 EH0822  NGVD 29 (??/??/??)   59.203  (m)          194.24   (f) ADJUSTED    1 2
 EH0822
 EH0822.Superseded values are not recommended for survey control.
 EH0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0822.See file dsdata.txt to determine how the superseded data were derived.
 EH0822
 EH0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU939253(NAD 83)
 EH0822_MARKER: DB = BENCH MARK DISK
 EH0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0822_STAMPING: B 56 1935
 EH0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0822+STABILITY: SURFACE MOTION
 EH0822
 EH0822  HISTORY     - Date     Condition        Report By
 EH0822  HISTORY     - 1935     MONUMENTED       CGS
 EH0822  HISTORY     - 1956     GOOD             CGS
 EH0822  HISTORY     - 1976     GOOD             NGS
 EH0822  HISTORY     - 20030306 MARK NOT FOUND   USACE
 EH0822
 EH0822                          STATION DESCRIPTION
 EH0822
 EH0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0822'1.65 MI E FROM MARVELL.
 EH0822'ABOUT 1.65 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0822'STATION AT MARVELL, ABOUT 0.5 MILE WEST OF MILE POLE 336, BETWEEN THE
 EH0822'TRACK AND A DEEP DRAINAGE DITCH, ABOUT 260 YARDS WEST OF A TWIN
 EH0822'24-INCH PIPE CULVERT UNDER TRACK, ABOUT 378 YARDS WEST OF A FIELD ROAD
 EH0822'CROSSING, ABOUT 169 YARDS WEST OF A TWIN 24-INCH CORRUGATED PIPE
 EH0822'CULVERT UNDER TRACK, 24 FEET NORTH OF NORTH RAIL, 4 FEET SOUTH OF
 EH0822'TELEPHONE POLE NO. 774, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN
 EH0822'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EH0822
 EH0822                          STATION RECOVERY (1976)
 EH0822
 EH0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0822'RECOVERED IN GOOD CONDITION.
 EH0822
 EH0822                          STATION RECOVERY (2003)
 EH0822
 EH0822'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1671 ***********************************************************************
 EH1671  DESIGNATION -  B 57
 EH1671  PID         -  EH1671
 EH1671  STATE/COUNTY-  AR/ARKANSAS
 EH1671  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1671
 EH1671                         *CURRENT SURVEY CONTROL
 EH1671  ___________________________________________________________________
 EH1671* NAD 83(1986)-  34 27 49.     (N)    091 30 42.     (W)     SCALED    
 EH1671* NAVD 88     -        65.143  (meters)     213.72   (feet)  ADJUSTED  
 EH1671  ___________________________________________________________________
 EH1671  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH1671  DYNAMIC HT  -          65.081 (meters)     213.52  (feet)  COMP
 EH1671  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 EH1671
 EH1671  VERT ORDER  -  FIRST     CLASS II
 EH1671
 EH1671.The horizontal coordinates were scaled from a topographic map and have
 EH1671.an estimated accuracy of +/- 6 seconds.
 EH1671
 EH1671.The orthometric height was determined by differential leveling
 EH1671.and adjusted by the National Geodetic Survey in August 1993..
 EH1671
 EH1671.The geoid height was determined by GEOID03.
 EH1671
 EH1671.The dynamic height is computed by dividing the NAVD 88
 EH1671.geopotential number by the normal gravity value computed on the
 EH1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1671.degrees latitude (g = 980.6199 gals.).
 EH1671
 EH1671.The modeled gravity was interpolated from observed gravity values.
 EH1671
 EH1671;                    North         East    Units  Estimated Accuracy
 EH1671;SPC AR S     -   599,410.      444,870.      MT  (+/- 180 meters Scaled)
 EH1671
 EH1671                          SUPERSEDED SURVEY CONTROL
 EH1671
 EH1671  NAVD 88 (06/15/91)   65.180  (m)          213.84   (f) UNKNOWN     1 2
 EH1671  NGVD 29 (??/??/??)   65.185  (m)          213.86   (f) ADJUSTED    1 2
 EH1671
 EH1671.Superseded values are not recommended for survey control.
 EH1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1671.See file dsdata.txt to determine how the superseded data were derived.
 EH1671
 EH1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU366145(NAD 83)
 EH1671_MARKER: DB = BENCH MARK DISK
 EH1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1671_STAMPING: B 57 1935
 EH1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1671+STABILITY: SURFACE MOTION
 EH1671
 EH1671  HISTORY     - Date     Condition        Report By
 EH1671  HISTORY     - 1935     MONUMENTED       CGS
 EH1671  HISTORY     - 1955     GOOD             CGS
 EH1671  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1671
 EH1671                          STATION DESCRIPTION
 EH1671
 EH1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1671'4.3 MI SE FROM STUTTGART.
 EH1671'4.3 MILES SOUTHEAST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 EH1671'THE STATION AT STUTTGART, 8 POLES SOUTHEAST OF MILEPOST 237, 56 FEET
 EH1671'SOUTH OF THE CENTER OF A ROAD CROSSING, 37 FEET SOUTHWEST OF THE
 EH1671'SOUTHWEST RAIL, 3 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET NORTHWEST
 EH1671'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 EH1671'WITH THE GROUND.
 EH1671
 EH1671                          STATION RECOVERY (1965)
 EH1671
 EH1671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EH1671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0234 ***********************************************************************
 FH0234  DESIGNATION -  B 58
 FH0234  PID         -  FH0234
 FH0234  STATE/COUNTY-  AR/SEBASTIAN
 FH0234  USGS QUAD   -  HARTFORD (1987)
 FH0234
 FH0234                         *CURRENT SURVEY CONTROL
 FH0234  ___________________________________________________________________
 FH0234* NAD 83(1986)-  35 01 07.     (N)    094 23 21.     (W)     SCALED    
 FH0234* NAVD 88     -       197.543  (meters)     648.11   (feet)  ADJUSTED  
 FH0234  ___________________________________________________________________
 FH0234  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FH0234  DYNAMIC HT  -         197.342 (meters)     647.45  (feet)  COMP
 FH0234  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 FH0234
 FH0234  VERT ORDER  -  SECOND    CLASS 0
 FH0234
 FH0234.The horizontal coordinates were scaled from a topographic map and have
 FH0234.an estimated accuracy of +/- 6 seconds.
 FH0234
 FH0234.The orthometric height was determined by differential leveling
 FH0234.and adjusted by the National Geodetic Survey in June 1991..
 FH0234
 FH0234.The geoid height was determined by GEOID03.
 FH0234
 FH0234.The dynamic height is computed by dividing the NAVD 88
 FH0234.geopotential number by the normal gravity value computed on the
 FH0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0234.degrees latitude (g = 980.6199 gals.).
 FH0234
 FH0234.The modeled gravity was interpolated from observed gravity values.
 FH0234
 FH0234;                    North         East    Units  Estimated Accuracy
 FH0234;SPC AR N     -    78,670.      181,970.      MT  (+/- 180 meters Scaled)
 FH0234
 FH0234                          SUPERSEDED SURVEY CONTROL
 FH0234
 FH0234  NGVD 29 (??/??/92)  197.432  (m)          647.74   (f) ADJ UNCH    2 0
 FH0234
 FH0234.Superseded values are not recommended for survey control.
 FH0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0234.See file dsdata.txt to determine how the superseded data were derived.
 FH0234
 FH0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU732759(NAD 83)
 FH0234_MARKER: DB = BENCH MARK DISK
 FH0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0234_STAMPING: B 158 1934
 FH0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0234+STABILITY: SURFACE MOTION
 FH0234
 FH0234  HISTORY     - Date     Condition        Report By
 FH0234  HISTORY     - 1934     MONUMENTED       CGS
 FH0234  HISTORY     - 1959     GOOD             NGS
 FH0234
 FH0234                          STATION DESCRIPTION
 FH0234
 FH0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0234'AT HARTFORD.
 FH0234'IN THE TOWN OF HARTFORD 92 FEET EAST OF CENTERLINE OF CROSSING
 FH0234'OF STATE HWY 45, 57 FEET SOUTHEAST OF CENTERLINE OF DIRT ROAD
 FH0234'LEADING NORTH, 41.7 FEET NORTHWEST OF CENTERLINE OF CHICAGO,
 FH0234'ROCK ISLAND AND PACIFIC R.R. TRACK, 26 FEET SOUTHEAST OF SINGLE
 FH0234'OAK TREE 1.3 FT. IN DIAMETER AT BASE, 5.2 FEET NORTHEAST OF
 FH0234'FIRST TELEGRAPH POLE NORTHEAST OF M.P. 280-15, TABLET SET IN
 FH0234'PRECAST CONCRETE POST.
 FH0234
 FH0234                          STATION RECOVERY (1959)
 FH0234
 FH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1307 ***********************************************************************
 EJ1307  DESIGNATION -  B 59
 EJ1307  PID         -  EJ1307
 EJ1307  STATE/COUNTY-  AR/GARLAND
 EJ1307  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1307
 EJ1307                         *CURRENT SURVEY CONTROL
 EJ1307  ___________________________________________________________________
 EJ1307* NAD 83(1986)-  34 28 05.     (N)    093 08 22.     (W)     SCALED    
 EJ1307* NAVD 88     -       146.970  (meters)     482.18   (feet)  ADJUSTED  
 EJ1307  ___________________________________________________________________
 EJ1307  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EJ1307  DYNAMIC HT  -         146.825 (meters)     481.71  (feet)  COMP
 EJ1307  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 EJ1307
 EJ1307  VERT ORDER  -  SECOND    CLASS 0
 EJ1307
 EJ1307.The horizontal coordinates were scaled from a topographic map and have
 EJ1307.an estimated accuracy of +/- 6 seconds.
 EJ1307
 EJ1307.The orthometric height was determined by differential leveling
 EJ1307.and adjusted by the National Geodetic Survey in June 1991..
 EJ1307
 EJ1307.The geoid height was determined by GEOID03.
 EJ1307
 EJ1307.The dynamic height is computed by dividing the NAVD 88
 EJ1307.geopotential number by the normal gravity value computed on the
 EJ1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1307.degrees latitude (g = 980.6199 gals.).
 EJ1307
 EJ1307.The modeled gravity was interpolated from observed gravity values.
 EJ1307
 EJ1307;                    North         East    Units  Estimated Accuracy
 EJ1307;SPC AR S     -   600,380.      295,320.      MT  (+/- 180 meters Scaled)
 EJ1307
 EJ1307                          SUPERSEDED SURVEY CONTROL
 EJ1307
 EJ1307  NGVD 29 (??/??/92)  146.962  (m)          482.16   (f) ADJ UNCH    2 0
 EJ1307
 EJ1307.Superseded values are not recommended for survey control.
 EJ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1307.See file dsdata.txt to determine how the superseded data were derived.
 EJ1307
 EJ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU871140(NAD 83)
 EJ1307_MARKER: DB = BENCH MARK DISK
 EJ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1307_STAMPING: B-59 1934
 EJ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1307+STABILITY: SURFACE MOTION
 EJ1307
 EJ1307  HISTORY     - Date     Condition        Report By
 EJ1307  HISTORY     - 1934     MONUMENTED       CGS
 EJ1307  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1307
 EJ1307                          STATION DESCRIPTION
 EJ1307
 EJ1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1307'5.5 MI SW FROM HOT SPRINGS.
 EJ1307'5.5 MILES SOUTHWEST OF, ALONG U.S.HWY.70, FROM COURTHOUSE 71.5 FEET
 EJ1307'SOUTH OF SOUTH CORNER OF L.D.S.CHURCH.  53 FEET EAST OF CENTERLINE OF
 EJ1307'CROSS ROAD.  33.6 FEET NORTHWEST OF CENTERLINE OF U.S.HWY70.  4.9 FEET
 EJ1307'SOUTHWEST OF CONCRETE BASE OF L D.S. CHURCH SIGN.  3.5 FEET ABOVE
 EJ1307'HIGHWAY.  TABLET SET IN PRECAST CONCRETE POST.
 EJ1307
 EJ1307                          STATION RECOVERY (1998)
 EJ1307
 EJ1307'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0315 ***********************************************************************
 GF0315  DESIGNATION -  B 6
 GF0315  PID         -  GF0315
 GF0315  STATE/COUNTY-  AR/BOONE
 GF0315  USGS QUAD   -  BATAVIA (1967)
 GF0315
 GF0315                         *CURRENT SURVEY CONTROL
 GF0315  ___________________________________________________________________
 GF0315* NAD 83(1986)-  36 17 12.     (N)    093 13 57.     (W)     SCALED    
 GF0315* NAVD 88     -       434.480  (meters)    1425.46   (feet)  ADJUSTED  
 GF0315  ___________________________________________________________________
 GF0315  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GF0315  DYNAMIC HT  -         434.088 (meters)    1424.17  (feet)  COMP
 GF0315  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 GF0315
 GF0315  VERT ORDER  -  FIRST     CLASS II
 GF0315
 GF0315.The horizontal coordinates were scaled from a topographic map and have
 GF0315.an estimated accuracy of +/- 6 seconds.
 GF0315
 GF0315.The orthometric height was determined by differential leveling
 GF0315.and adjusted by the National Geodetic Survey in June 1991..
 GF0315
 GF0315.The geoid height was determined by GEOID03.
 GF0315
 GF0315.The dynamic height is computed by dividing the NAVD 88
 GF0315.geopotential number by the normal gravity value computed on the
 GF0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0315.degrees latitude (g = 980.6199 gals.).
 GF0315
 GF0315.The modeled gravity was interpolated from observed gravity values.
 GF0315
 GF0315;                    North         East    Units  Estimated Accuracy
 GF0315;SPC AR N     -   217,410.      289,280.      MT  (+/- 180 meters Scaled)
 GF0315
 GF0315                          SUPERSEDED SURVEY CONTROL
 GF0315
 GF0315  NGVD 29 (??/??/92)  434.350  (m)         1425.03   (f) ADJ UNCH    1 2
 GF0315
 GF0315.Superseded values are not recommended for survey control.
 GF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0315.See file dsdata.txt to determine how the superseded data were derived.
 GF0315
 GF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA791157(NAD 83)
 GF0315_MARKER: DB = BENCH MARK DISK
 GF0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0315_STAMPING: B 6 1930
 GF0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0315+STABILITY: SURFACE MOTION
 GF0315
 GF0315  HISTORY     - Date     Condition        Report By
 GF0315  HISTORY     - 1930     MONUMENTED       CGS
 GF0315  HISTORY     - 1931     GOOD             NGS
 GF0315
 GF0315                          STATION DESCRIPTION
 GF0315
 GF0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 GF0315'4.1 MI E FROM ALPENA PASS.
 GF0315'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 4.1 MILES EAST
 GF0315'OF ALPENA PASS, IN THE NORTHWEST CORNER OF THE INTERSECTION
 GF0315'OF A DIRT ROAD AND THE RAILROAD, 100 YDS EAST OF MILE POST SIGN
 GF0315'115, 30.1 FEET WEST OF THE DIRT ROAD, 31.8 FEET NORTH OF THE
 GF0315'NORTH AND NEAREST RAIL.  BRONZE TABLET SET IN TOP OF CONCRETE
 GF0315'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1359 ***********************************************************************
 EJ1359  DESIGNATION -  B 60
 EJ1359  PID         -  EJ1359
 EJ1359  STATE/COUNTY-  AR/PIKE
 EJ1359  USGS QUAD   -  NEWHOPE (1969)
 EJ1359
 EJ1359                         *CURRENT SURVEY CONTROL
 EJ1359  ___________________________________________________________________
 EJ1359* NAD 83(1986)-  34 13 06.     (N)    093 54 40.     (W)     SCALED    
 EJ1359* NAVD 88     -       215.776  (meters)     707.93   (feet)  ADJUSTED  
 EJ1359  ___________________________________________________________________
 EJ1359  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EJ1359  DYNAMIC HT  -         215.555 (meters)     707.20  (feet)  COMP
 EJ1359  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 EJ1359
 EJ1359  VERT ORDER  -  SECOND    CLASS 0
 EJ1359
 EJ1359.The horizontal coordinates were scaled from a topographic map and have
 EJ1359.an estimated accuracy of +/- 6 seconds.
 EJ1359
 EJ1359.The orthometric height was determined by differential leveling
 EJ1359.and adjusted by the National Geodetic Survey in June 1991..
 EJ1359
 EJ1359.The geoid height was determined by GEOID03.
 EJ1359
 EJ1359.The dynamic height is computed by dividing the NAVD 88
 EJ1359.geopotential number by the normal gravity value computed on the
 EJ1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1359.degrees latitude (g = 980.6199 gals.).
 EJ1359
 EJ1359.The modeled gravity was interpolated from observed gravity values.
 EJ1359
 EJ1359;                    North         East    Units  Estimated Accuracy
 EJ1359;SPC AR S     -   573,740.      223,920.      MT  (+/- 180 meters Scaled)
 EJ1359
 EJ1359                          SUPERSEDED SURVEY CONTROL
 EJ1359
 EJ1359  NGVD 29 (??/??/92)  215.736  (m)          707.79   (f) ADJ UNCH    2 0
 EJ1359
 EJ1359.Superseded values are not recommended for survey control.
 EJ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1359.See file dsdata.txt to determine how the superseded data were derived.
 EJ1359
 EJ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT160867(NAD 83)
 EJ1359_MARKER: DB = BENCH MARK DISK
 EJ1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1359_STAMPING: B-60 1934
 EJ1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1359+STABILITY: SURFACE MOTION
 EJ1359
 EJ1359  HISTORY     - Date     Condition        Report By
 EJ1359  HISTORY     - 1934     MONUMENTED       CGS
 EJ1359
 EJ1359                          STATION DESCRIPTION
 EJ1359
 EJ1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1359'1.9 MI SW FROM NEW HOPE.
 EJ1359'1.9 MILES SOUTHWEST OF, ALONG U.S. HWY. 70.  30 FEET NORTH OF
 EJ1359'CENTERLINE OF U.S. HWY. 70.  29.7 FEET SOUTHEAST OF SOUTHEAST CORNER
 EJ1359'OF WHITE HOUSE WITH GREEN TRIMMINGS, PROPERTY OF J.M. REID.  17.1 FEET
 EJ1359'NORTHEAST OF SOUTHEAST CORNER OF CONCRETE RETAINING WALL.  8 FEET EAST
 EJ1359'OF CONCRETE RETAINING WALL.  1.8 FT. SOUTH OF FENCE. TABLET SET IN
 EJ1359'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1360 ***********************************************************************
 EJ1360  DESIGNATION -  B 60 RESET
 EJ1360  PID         -  EJ1360
 EJ1360  STATE/COUNTY-  AR/PIKE
 EJ1360  USGS QUAD   -  NEWHOPE (1969)
 EJ1360
 EJ1360                         *CURRENT SURVEY CONTROL
 EJ1360  ___________________________________________________________________
 EJ1360* NAD 83(1986)-  34 13 06.     (N)    093 54 40.     (W)     SCALED    
 EJ1360* NAVD 88     -       216.01   (meters)     708.7    (feet)  RESET     
 EJ1360  ___________________________________________________________________
 EJ1360  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EJ1360
 EJ1360  VERT ORDER  -  THIRD
 EJ1360
 EJ1360.The horizontal coordinates were scaled from a topographic map and have
 EJ1360.an estimated accuracy of +/- 6 seconds.
 EJ1360
 EJ1360.The orthometric height was computed from unverified reset data.
 EJ1360
 EJ1360.The geoid height was determined by GEOID03.
 EJ1360
 EJ1360;                    North         East    Units  Estimated Accuracy
 EJ1360;SPC AR S     -   573,740.      223,920.      MT  (+/- 180 meters Scaled)
 EJ1360
 EJ1360                          SUPERSEDED SURVEY CONTROL
 EJ1360
 EJ1360.No superseded survey control is available for this station.
 EJ1360
 EJ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT160867(NAD 83)
 EJ1360_MARKER: DB = BENCH MARK DISK
 EJ1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1360_STAMPING: B 60 RESET 1955
 EJ1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1360+STABILITY: SURFACE MOTION
 EJ1360
 EJ1360  HISTORY     - Date     Condition        Report By
 EJ1360  HISTORY     - 1955     MONUMENTED       CGS
 EJ1360
 EJ1360                          STATION DESCRIPTION
 EJ1360
 EJ1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EJ1360'1.9 MI SW FROM NEW HOPE.
 EJ1360'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE J.M. BELL STORE AT
 EJ1360'NEWHOPE, PIKE COUNTY, 17.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EJ1360'GREEN-TRIMMED WHITE HOUSE OWNED IN 1955 BY P.R. WHISENHART, 63 FEET
 EJ1360'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTHEAST OF THE
 EJ1360'SOUTHEAST CORNER OF A CONCRETE RETAINING WALL.  A STANDARD DISK,
 EJ1360'STAMPED B 60 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1003 ***********************************************************************
 DL1003  DESIGNATION -  B 61
 DL1003  PID         -  DL1003
 DL1003  STATE/COUNTY-  AR/HOWARD
 DL1003  USGS QUAD   -  NASHVILLE (1951)
 DL1003
 DL1003                         *CURRENT SURVEY CONTROL
 DL1003  ___________________________________________________________________
 DL1003* NAD 83(1986)-  33 56 45.     (N)    093 50 38.     (W)     SCALED    
 DL1003* NAVD 88     -       115.132  (meters)     377.73   (feet)  ADJUSTED  
 DL1003  ___________________________________________________________________
 DL1003  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DL1003  DYNAMIC HT  -         115.015 (meters)     377.35  (feet)  COMP
 DL1003  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 DL1003
 DL1003  VERT ORDER  -  SECOND    CLASS 0
 DL1003
 DL1003.The horizontal coordinates were scaled from a topographic map and have
 DL1003.an estimated accuracy of +/- 6 seconds.
 DL1003
 DL1003.The orthometric height was determined by differential leveling
 DL1003.and adjusted by the National Geodetic Survey in June 1991..
 DL1003
 DL1003.The geoid height was determined by GEOID03.
 DL1003
 DL1003.The dynamic height is computed by dividing the NAVD 88
 DL1003.geopotential number by the normal gravity value computed on the
 DL1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1003.degrees latitude (g = 980.6199 gals.).
 DL1003
 DL1003.The modeled gravity was interpolated from observed gravity values.
 DL1003
 DL1003;                    North         East    Units  Estimated Accuracy
 DL1003;SPC AR S     -   543,410.      229,570.      MT  (+/- 180 meters Scaled)
 DL1003
 DL1003                          SUPERSEDED SURVEY CONTROL
 DL1003
 DL1003  NGVD 29 (??/??/92)  115.138  (m)          377.75   (f) ADJ UNCH    2 0
 DL1003
 DL1003.Superseded values are not recommended for survey control.
 DL1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1003.See file dsdata.txt to determine how the superseded data were derived.
 DL1003
 DL1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT220564(NAD 83)
 DL1003_MARKER: DB = BENCH MARK DISK
 DL1003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1003_SP_SET: BRIDGE
 DL1003_STAMPING: B 61 1934
 DL1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1003
 DL1003  HISTORY     - Date     Condition        Report By
 DL1003  HISTORY     - 1934     MONUMENTED       CGS
 DL1003  HISTORY     - 1962     GOOD             NGS
 DL1003
 DL1003                          STATION DESCRIPTION
 DL1003
 DL1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1003'IN NASHVILLE.
 DL1003'AT NASHVILLE, HOWARD COUNTY, ON STATE HIGHWAY 27, 0.2 MILE EAST OF
 DL1003'MAIN STREET, AT THE CONCRETE BRIDGE OVER MINE CREEK, IN THE RAIL BASE
 DL1003'ON THE NORTH SIDE OF THE BRIDGE, AND 2 FEET WEST OF THE EAST END OF
 DL1003'THE NORTH RAIL.  A STANDARD DISK, STAMPED B 61 1934.  (115.138 METERS
 DL1003'OR 377.749 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1087 ***********************************************************************
 DL1087  DESIGNATION -  B 62 RESET
 DL1087  PID         -  DL1087
 DL1087  STATE/COUNTY-  AR/HOWARD
 DL1087  USGS QUAD   -  MINERAL SPRINGS NORTH (1976)
 DL1087
 DL1087                         *CURRENT SURVEY CONTROL
 DL1087  ___________________________________________________________________
 DL1087* NAD 83(1986)-  33 52 42.     (N)    093 55 11.     (W)     SCALED    
 DL1087* NAVD 88     -       109.69   (meters)     359.9    (feet)  RESET     
 DL1087  ___________________________________________________________________
 DL1087  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DL1087
 DL1087  VERT ORDER  -  THIRD
 DL1087
 DL1087.The horizontal coordinates were scaled from a topographic map and have
 DL1087.an estimated accuracy of +/- 6 seconds.
 DL1087
 DL1087.The orthometric height was computed from unverified reset data.
 DL1087
 DL1087.The geoid height was determined by GEOID03.
 DL1087
 DL1087;                    North         East    Units  Estimated Accuracy
 DL1087;SPC AR S     -   536,050.      222,420.      MT  (+/- 180 meters Scaled)
 DL1087
 DL1087                          SUPERSEDED SURVEY CONTROL
 DL1087
 DL1087.No superseded survey control is available for this station.
 DL1087
 DL1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT149490(NAD 83)
 DL1087_MARKER: DB = BENCH MARK DISK
 DL1087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1087_SP_SET: BUILDING
 DL1087_STAMPING: B 62 RESET 1958
 DL1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1087
 DL1087  HISTORY     - Date     Condition        Report By
 DL1087  HISTORY     - 1958     MONUMENTED       CGS
 DL1087
 DL1087                          STATION DESCRIPTION
 DL1087
 DL1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DL1087'IN MINERAL SPRINGS.
 DL1087'AT MINERAL SPRINGS, IN THE NORTHWEST SECTION OF TOWN.  IT IS SET IN
 DL1087'THE NEW MINERAL SPRINGS HIGH SCHOOL BUILDING, 59.5 FEET SOUTH OF THE
 DL1087'CENTER OF A TWO DOOR ENTRANCE ON THE WEST SIDE OF THE BUILDING, 29.5
 DL1087'FEET WEST OF THE CENTER OF THE THREE DOOR ENTRANCE (MAIN ENTRANCE) AND
 DL1087'IN THE WEST FACE OF A 3-FOOT WINGWALL PROJECTING FROM THE MAIN WALL OF
 DL1087'THE BUILDING AT THE SOUTHWEST CORNER OF THE BUILDING.  IT IS SET
 DL1087'VERTICALLY IN THE WEST FACE OF THIS WINGWALL, ABOUT 4.3 FEET ABOVE THE
 DL1087'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1071 ***********************************************************************
 DL1071  DESIGNATION -  B 63
 DL1071  PID         -  DL1071
 DL1071  STATE/COUNTY-  AR/HEMPSTEAD
 DL1071  USGS QUAD   -  PATMOS (1978)
 DL1071
 DL1071                         *CURRENT SURVEY CONTROL
 DL1071  ___________________________________________________________________
 DL1071* NAD 83(1986)-  33 32 15.     (N)    093 34 50.     (W)     SCALED    
 DL1071* NAVD 88     -        96.189  (meters)     315.58   (feet)  ADJUSTED  
 DL1071  ___________________________________________________________________
 DL1071  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL1071  DYNAMIC HT  -          96.087 (meters)     315.25  (feet)  COMP
 DL1071  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 DL1071
 DL1071  VERT ORDER  -  SECOND    CLASS 0
 DL1071
 DL1071.The horizontal coordinates were scaled from a topographic map and have
 DL1071.an estimated accuracy of +/- 6 seconds.
 DL1071
 DL1071.The orthometric height was determined by differential leveling
 DL1071.and adjusted by the National Geodetic Survey in June 1991..
 DL1071
 DL1071.The geoid height was determined by GEOID03.
 DL1071
 DL1071.The dynamic height is computed by dividing the NAVD 88
 DL1071.geopotential number by the normal gravity value computed on the
 DL1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1071.degrees latitude (g = 980.6199 gals.).
 DL1071
 DL1071.The modeled gravity was interpolated from observed gravity values.
 DL1071
 DL1071;                    North         East    Units  Estimated Accuracy
 DL1071;SPC AR S     -   497,720.      253,210.      MT  (+/- 180 meters Scaled)
 DL1071
 DL1071                          SUPERSEDED SURVEY CONTROL
 DL1071
 DL1071  NGVD 29 (??/??/92)   96.210  (m)          315.65   (f) ADJ UNCH    2 0
 DL1071
 DL1071.Superseded values are not recommended for survey control.
 DL1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1071.See file dsdata.txt to determine how the superseded data were derived.
 DL1071
 DL1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT460110(NAD 83)
 DL1071_MARKER: DB = BENCH MARK DISK
 DL1071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1071_SP_SET: CULVERT
 DL1071_STAMPING: B 63 1935
 DL1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1071
 DL1071  HISTORY     - Date     Condition        Report By
 DL1071  HISTORY     - 1935     MONUMENTED       CGS
 DL1071  HISTORY     - 1963     GOOD             NGS
 DL1071
 DL1071                          STATION DESCRIPTION
 DL1071
 DL1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1071'2.0 MI N FROM PATMOS.
 DL1071'2.0 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL1071'STATION AT PATMOS, HEMPSTEAD COUNTY, 6 POLES SOUTH OF MILEPOST 9, AT A
 DL1071'CONCRETE-BOX CULVERT, AND IN THE SOUTH END OF THE WEST HEADWALL.  A
 DL1071'STANDARD DISK, STAMPED B 63 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0973 ***********************************************************************
 DL0973  DESIGNATION -  B 64
 DL0973  PID         -  DL0973
 DL0973  STATE/COUNTY-  AR/HEMPSTEAD
 DL0973  USGS QUAD   -  SHEPPARD (1978)
 DL0973
 DL0973                         *CURRENT SURVEY CONTROL
 DL0973  ___________________________________________________________________
 DL0973* NAD 83(1986)-  33 38 15.     (N)    093 41 32.     (W)     SCALED    
 DL0973* NAVD 88     -        83.695  (meters)     274.59   (feet)  ADJUSTED  
 DL0973  ___________________________________________________________________
 DL0973  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL0973  DYNAMIC HT  -          83.607 (meters)     274.30  (feet)  COMP
 DL0973  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 DL0973
 DL0973  VERT ORDER  -  SECOND    CLASS 0
 DL0973
 DL0973.The horizontal coordinates were scaled from a topographic map and have
 DL0973.an estimated accuracy of +/- 6 seconds.
 DL0973
 DL0973.The orthometric height was determined by differential leveling
 DL0973.and adjusted by the National Geodetic Survey in June 1991..
 DL0973
 DL0973.The geoid height was determined by GEOID03.
 DL0973
 DL0973.The dynamic height is computed by dividing the NAVD 88
 DL0973.geopotential number by the normal gravity value computed on the
 DL0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0973.degrees latitude (g = 980.6199 gals.).
 DL0973
 DL0973.The modeled gravity was interpolated from observed gravity values.
 DL0973
 DL0973;                    North         East    Units  Estimated Accuracy
 DL0973;SPC AR S     -   508,980.      243,020.      MT  (+/- 180 meters Scaled)
 DL0973
 DL0973                          SUPERSEDED SURVEY CONTROL
 DL0973
 DL0973  NGVD 29 (??/??/92)   83.709  (m)          274.64   (f) ADJ UNCH    2 0
 DL0973
 DL0973.Superseded values are not recommended for survey control.
 DL0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0973.See file dsdata.txt to determine how the superseded data were derived.
 DL0973
 DL0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT358221(NAD 83)
 DL0973_MARKER: DB = BENCH MARK DISK
 DL0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0973_STAMPING: B-64 1935
 DL0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0973+STABILITY: SURFACE MOTION
 DL0973
 DL0973  HISTORY     - Date     Condition        Report By
 DL0973  HISTORY     - 1935     MONUMENTED       CGS
 DL0973  HISTORY     - 1963     GOOD             NGS
 DL0973
 DL0973                          STATION DESCRIPTION
 DL0973
 DL0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0973'6.4 MI SW FROM HOPE.
 DL0973'6.4 MILES SOUTHWEST OF, ALONG M.P.R.R. FROM POST OFFICE ABOUT 0.1 MILE
 DL0973'SOUTHWEST OF BLOCK SIGNAL 4638.  98.7 FEET SOUTHEAST OF FIRST
 DL0973'TELEGRAPH POLE NORTHEAST OF M.P. 464.  54 FEET SOUTHEAST OF CENTERLINE
 DL0973'OF MISSOURI PACIFIC R.R. TRACK.  50.4 FEET NORTHEAST OF BELL TELEPHONE
 DL0973'POLE NO. 4770.  45 FEET NORTHWEST OF CENTERLINE OF U.S. HWY. 67. 3.7
 DL0973'FEET SOUTHEAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 DL0973
 DL0973                          STATION RECOVERY (1963)
 DL0973
 DL0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1400 ***********************************************************************
 DK1400  DESIGNATION -  B 65
 DK1400  PID         -  DK1400
 DK1400  STATE/COUNTY-  AR/ASHLEY
 DK1400  USGS QUAD   -  CROSSETT SOUTH (1973)
 DK1400
 DK1400                         *CURRENT SURVEY CONTROL
 DK1400  ___________________________________________________________________
 DK1400* NAD 83(1986)-  33 00 56.     (N)    091 56 16.     (W)     SCALED    
 DK1400* NAVD 88     -        37.684  (meters)     123.63   (feet)  ADJUSTED  
 DK1400  ___________________________________________________________________
 DK1400  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DK1400  DYNAMIC HT  -          37.644 (meters)     123.50  (feet)  COMP
 DK1400  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DK1400
 DK1400  VERT ORDER  -  SECOND    CLASS 0
 DK1400
 DK1400.The horizontal coordinates were scaled from a topographic map and have
 DK1400.an estimated accuracy of +/- 6 seconds.
 DK1400
 DK1400.The orthometric height was determined by differential leveling
 DK1400.and adjusted by the National Geodetic Survey in June 1991..
 DK1400
 DK1400.The geoid height was determined by GEOID03.
 DK1400
 DK1400.The dynamic height is computed by dividing the NAVD 88
 DK1400.geopotential number by the normal gravity value computed on the
 DK1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1400.degrees latitude (g = 980.6199 gals.).
 DK1400
 DK1400.The modeled gravity was interpolated from observed gravity values.
 DK1400
 DK1400;                    North         East    Units  Estimated Accuracy
 DK1400;SPC AR S     -   438,700.      405,810.      MT  (+/- 180 meters Scaled)
 DK1400
 DK1400                          SUPERSEDED SURVEY CONTROL
 DK1400
 DK1400  NGVD 29 (??/??/??)   37.761  (m)          123.89   (f) ADJUSTED    2 0
 DK1400
 DK1400.Superseded values are not recommended for survey control.
 DK1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1400.See file dsdata.txt to determine how the superseded data were derived.
 DK1400
 DK1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS992535(NAD 83)
 DK1400_MARKER: DB = BENCH MARK DISK
 DK1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1400_STAMPING: B-65 1935
 DK1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1400+STABILITY: SURFACE MOTION
 DK1400
 DK1400  HISTORY     - Date     Condition        Report By
 DK1400  HISTORY     - 1935     MONUMENTED       CGS
 DK1400  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 DK1400
 DK1400                          STATION DESCRIPTION
 DK1400
 DK1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1400'8.6 MI S FROM CROSSETT.
 DK1400'8.6 MILES SOUTH OF, ALONG ST. HWY. 133, FROM STATION.  ABOUT .6 MILE
 DK1400'NORTH OF LOUISIANA-ARKANSAS STATE LINE.  ABOUT .4 MILE SOUTH OF SOUTH
 DK1400'BOUNDRY OF CROSSETT EXPERIMENTAL FOREST.  ABOUT 200 FEET NORTH OF
 DK1400'CURVE IN HIGHWAY.  155 FEET NORTH OF CENTERLINE OF ROAD LEADING
 DK1400'SOUTHWEST.  48.2 FEET SOUTH OF CROSS TELEPHONE LINE.  48 FEET WEST OF
 DK1400'CENTERLINE OF ST. HWY. 133.  31 FEET SOUTH OF CENTERLINE OF CROSS
 DK1400'ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 DK1400
 DK1400                          STATION RECOVERY (1948)
 DK1400
 DK1400'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 DK1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0096 ***********************************************************************
 FG0096  DESIGNATION -  B 68
 FG0096  PID         -  FG0096
 FG0096  STATE/COUNTY-  AR/FAULKNER
 FG0096  USGS QUAD   -  CONWAY (1994)
 FG0096
 FG0096                         *CURRENT SURVEY CONTROL
 FG0096  ___________________________________________________________________
 FG0096* NAD 83(1986)-  35 05 52.     (N)    092 26 36.     (W)     SCALED    
 FG0096* NAVD 88     -       101.850  (meters)     334.15   (feet)  ADJUSTED  
 FG0096  ___________________________________________________________________
 FG0096  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FG0096  DYNAMIC HT  -         101.754 (meters)     333.84  (feet)  COMP
 FG0096  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FG0096
 FG0096  VERT ORDER  -  FIRST     CLASS II
 FG0096
 FG0096.The horizontal coordinates were scaled from a topographic map and have
 FG0096.an estimated accuracy of +/- 6 seconds.
 FG0096
 FG0096.The orthometric height was determined by differential leveling
 FG0096.and adjusted by the National Geodetic Survey in June 1991..
 FG0096
 FG0096.The geoid height was determined by GEOID03.
 FG0096
 FG0096.The dynamic height is computed by dividing the NAVD 88
 FG0096.geopotential number by the normal gravity value computed on the
 FG0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0096.degrees latitude (g = 980.6199 gals.).
 FG0096
 FG0096.The modeled gravity was interpolated from observed gravity values.
 FG0096
 FG0096;                    North         East    Units  Estimated Accuracy
 FG0096;SPC AR N     -    84,900.      359,580.      MT  (+/- 180 meters Scaled)
 FG0096
 FG0096                          SUPERSEDED SURVEY CONTROL
 FG0096
 FG0096  NGVD 29 (??/??/92)  101.883  (m)          334.26   (f) ADJ UNCH    1 2
 FG0096
 FG0096.Superseded values are not recommended for survey control.
 FG0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0096.See file dsdata.txt to determine how the superseded data were derived.
 FG0096
 FG0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU507840(NAD 83)
 FG0096_MARKER: DB = BENCH MARK DISK
 FG0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0096_STAMPING: B 68 1934 334.261
 FG0096_MARK LOGO: CGS   
 FG0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0096+STABILITY: SURFACE MOTION
 FG0096
 FG0096  HISTORY     - Date     Condition        Report By
 FG0096  HISTORY     - 1934     MONUMENTED       CGS
 FG0096  HISTORY     - 1967     GOOD             NGS
 FG0096  HISTORY     - 1984     GOOD             NGS
 FG0096  HISTORY     - 1987     GOOD             USPSQD
 FG0096  HISTORY     - 1988     GOOD             USPSQD
 FG0096  HISTORY     - 1989     GOOD             USPSQD
 FG0096  HISTORY     - 1989     GOOD             USPSQD
 FG0096  HISTORY     - 1989     GOOD             USPSQD
 FG0096  HISTORY     - 20020717 MARK NOT FOUND   USACE
 FG0096  HISTORY     - 20020902 MARK NOT FOUND   INDIV
 FG0096
 FG0096                          STATION DESCRIPTION
 FG0096
 FG0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0096'IN CONWAY.
 FG0096'AT THE FRONT STREET ENTRANCE TO HENDRIX COLLEGE CAMPUS, ON THE SOUTH
 FG0096'SIDE OF THE CAMPUS, 37 FEET WEST OF THE CENTER OF THE WEST DRIVE TO
 FG0096'THE SOUTH ENTRANCE TO THE COLLEGE, 31 FEET NORTH OF THE CENTER OF
 FG0096'INDEPENDENCE STREET, 4 FEET NORTH OF THE SOUTHEAST CORNER OF A ROCK
 FG0096'FENCE, 1 FOOT WEST OF A NORTH-SOUTH ROCK FENCE FORMING A JOG AND SET
 FG0096'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 FG0096'SURFACE.
 FG0096
 FG0096                          STATION RECOVERY (1984)
 FG0096
 FG0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0096'RECOVERED IN GOOD CONDITION.  THE MARK IS AT THE SOUTHWEST ENTRANCE TO
 FG0096'THE COLLEGE AT THE JUNCTION OF FRONT STREET AND SPRUCE STREET, NOTE,
 FG0096'THE ELM TREE IS NOW ABOUT 24 INCHES AND THE ROOTS ARE BEGINNING TO
 FG0096'SURROUND THE POST.  ADDITIONAL MEASUREMENTS ARE 12.31 METERS (40.4 FT)
 FG0096'NORTH OF THE APPROXIMATE CENTER OF FRONT STREET.
 FG0096'THE MARK IS 0.30 M BELOW FRONT STREET.
 FG0096
 FG0096                          STATION RECOVERY (1987)
 FG0096
 FG0096'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0096'RECOVERED IN GOOD CONDITION.
 FG0096
 FG0096                          STATION RECOVERY (1988)
 FG0096
 FG0096'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0096'RECOVERED IN GOOD CONDITION.
 FG0096
 FG0096                          STATION RECOVERY (1989)
 FG0096
 FG0096'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0096'RECOVERED IN GOOD CONDITION.
 FG0096
 FG0096                          STATION RECOVERY (1989)
 FG0096
 FG0096'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0096'RECOVERED IN GOOD CONDITION.
 FG0096
 FG0096                          STATION RECOVERY (1989)
 FG0096
 FG0096'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0096'RECOVERED IN GOOD CONDITION.
 FG0096
 FG0096                          STATION RECOVERY (2002)
 FG0096
 FG0096'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 FG0096'MARK NOT FOUND.
 FG0096
 FG0096                          STATION RECOVERY (2002)
 FG0096
 FG0096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLS)
 FG0096'WITNESS POST LOCATED. MARKS APPEARS TO BE MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1427 ***********************************************************************
 FF1427  DESIGNATION -  B 69
 FF1427  PID         -  FF1427
 FF1427  STATE/COUNTY-  AR/WHITE
 FF1427  USGS QUAD   -  BEEBE (1994)
 FF1427
 FF1427                         *CURRENT SURVEY CONTROL
 FF1427  ___________________________________________________________________
 FF1427* NAD 83(1986)-  35 04 07.     (N)    091 55 25.     (W)     SCALED    
 FF1427* NAVD 88     -        73.569  (meters)     241.37   (feet)  ADJUSTED  
 FF1427  ___________________________________________________________________
 FF1427  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1427  DYNAMIC HT  -          73.502 (meters)     241.15  (feet)  COMP
 FF1427  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 FF1427
 FF1427  VERT ORDER  -  SECOND    CLASS 0
 FF1427
 FF1427.The horizontal coordinates were scaled from a topographic map and have
 FF1427.an estimated accuracy of +/- 6 seconds.
 FF1427
 FF1427.The orthometric height was determined by differential leveling
 FF1427.and adjusted by the National Geodetic Survey in June 1991..
 FF1427
 FF1427.The geoid height was determined by GEOID03.
 FF1427
 FF1427.The dynamic height is computed by dividing the NAVD 88
 FF1427.geopotential number by the normal gravity value computed on the
 FF1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1427.degrees latitude (g = 980.6199 gals.).
 FF1427
 FF1427.The modeled gravity was interpolated from observed gravity values.
 FF1427
 FF1427;                    North         East    Units  Estimated Accuracy
 FF1427;SPC AR N     -    81,580.      406,970.      MT  (+/- 180 meters Scaled)
 FF1427
 FF1427                          SUPERSEDED SURVEY CONTROL
 FF1427
 FF1427  NGVD 29 (??/??/??)   73.564  (m)          241.35   (f) ADJUSTED    2 0
 FF1427
 FF1427.Superseded values are not recommended for survey control.
 FF1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1427.See file dsdata.txt to determine how the superseded data were derived.
 FF1427
 FF1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU981811(NAD 83)
 FF1427_MARKER: DB = BENCH MARK DISK
 FF1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1427_STAMPING: B 69 1934
 FF1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1427+STABILITY: SURFACE MOTION
 FF1427
 FF1427  HISTORY     - Date     Condition        Report By
 FF1427  HISTORY     - 1934     MONUMENTED       CGS
 FF1427  HISTORY     - 20020427 MARK NOT FOUND   USACE
 FF1427
 FF1427                          STATION DESCRIPTION
 FF1427
 FF1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1427'2.5 MI W FROM BEEBE.
 FF1427'2.5 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FF1427'RAILROAD STATION AT BEEBE, WHITE COUNTY, 150 FEET NORTHEAST OF THE
 FF1427'FARMHOUSE OF W.E. GERBER IN 1934, 85.7 FEET EAST OF THE EAST SIDE
 FF1427'OF A SERVICE STATION, 39 FEET SOUTH OF THE CENTERLINE OF THE
 FF1427'HIGHWAY, 16.1 FEET EAST OF THE NORTHWEST CORNER OF A FIELD FENCE,
 FF1427'AND 1 FOOT NORTH OF A FENCE PARALLELING THE HIGHWAY.  A STANDARD
 FF1427'DISK, STAMPED B 69 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1427
 FF1427                          STATION RECOVERY (2002)
 FF1427
 FF1427'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2128 ***********************************************************************
 EH2128  DESIGNATION -  B 7
 EH2128  PID         -  EH2128
 EH2128  STATE/COUNTY-  AR/LONOKE
 EH2128  USGS QUAD   -  LONOKE (1982)
 EH2128
 EH2128                         *CURRENT SURVEY CONTROL
 EH2128  ___________________________________________________________________
 EH2128* NAD 83(1986)-  34 46 18.     (N)    091 52 42.     (W)     SCALED    
 EH2128* NAVD 88     -        71.157  (meters)     233.45   (feet)  ADJUSTED  
 EH2128  ___________________________________________________________________
 EH2128  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2128  DYNAMIC HT  -          71.091 (meters)     233.24  (feet)  COMP
 EH2128  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 EH2128
 EH2128  VERT ORDER  -  FIRST     CLASS II
 EH2128
 EH2128.The horizontal coordinates were scaled from a topographic map and have
 EH2128.an estimated accuracy of +/- 6 seconds.
 EH2128
 EH2128.The orthometric height was determined by differential leveling
 EH2128.and adjusted by the National Geodetic Survey in June 1991..
 EH2128
 EH2128.The geoid height was determined by GEOID03.
 EH2128
 EH2128.The dynamic height is computed by dividing the NAVD 88
 EH2128.geopotential number by the normal gravity value computed on the
 EH2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2128.degrees latitude (g = 980.6199 gals.).
 EH2128
 EH2128.The modeled gravity was interpolated from observed gravity values.
 EH2128
 EH2128;                    North         East    Units  Estimated Accuracy
 EH2128;SPC AR S     -   633,490.      411,140.      MT  (+/- 180 meters Scaled)
 EH2128
 EH2128                          SUPERSEDED SURVEY CONTROL
 EH2128
 EH2128  NGVD 29 (??/??/??)   71.170  (m)          233.50   (f) ADJUSTED    1 2
 EH2128
 EH2128.Superseded values are not recommended for survey control.
 EH2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2128.See file dsdata.txt to determine how the superseded data were derived.
 EH2128
 EH2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU026482(NAD 83)
 EH2128_MARKER: O = CHISELED CIRCLE
 EH2128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2128_SP_SET: WELL CASING
 EH2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2128
 EH2128  HISTORY     - Date     Condition        Report By
 EH2128  HISTORY     - UNK      MONUMENTED       USGS
 EH2128  HISTORY     - 1954     GOOD             CGS
 EH2128
 EH2128                          STATION DESCRIPTION
 EH2128
 EH2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2128'5.2 MI SE FROM LONOKE.
 EH2128'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2128'FROM THE STATION AT LONOKE, THENCE 0.4 MILE SOUTH ALONG A GRAVELED
 EH2128'ROAD, THENCE 1.55 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE
 EH2128'SOUTH ALONG A CRUSHED ROCK ROAD, AT AN 8X8 FOOT SHEET METAL PUMP
 EH2128'BUILDING, 80 FEET EAST OF THE CENTER LINE OF THE ROAD, 19 FEET
 EH2128'NORTHEAST OF A POWER POLE, 0.2 FOOT ABOVE THE GROUND, A CHISELED HIGH
 EH2128'POINT ON THE NORTH RIM OF A 24 INCH STEEL WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0498 ***********************************************************************
 FG0498  DESIGNATION -  B 7
 FG0498  PID         -  FG0498
 FG0498  STATE/COUNTY-  AR/SEARCY
 FG0498  USGS QUAD   -  LESLIE (1963)
 FG0498
 FG0498                         *CURRENT SURVEY CONTROL
 FG0498  ___________________________________________________________________
 FG0498* NAD 83(1986)-  35 49 41.     (N)    092 33 39.     (W)     SCALED    
 FG0498* NAVD 88     -       298.704  (meters)     980.00   (feet)  ADJUSTED  
 FG0498  ___________________________________________________________________
 FG0498  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG0498  DYNAMIC HT  -         298.432 (meters)     979.11  (feet)  COMP
 FG0498  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 FG0498
 FG0498  VERT ORDER  -  FIRST     CLASS II
 FG0498
 FG0498.The horizontal coordinates were scaled from a topographic map and have
 FG0498.an estimated accuracy of +/- 6 seconds.
 FG0498
 FG0498.The orthometric height was determined by differential leveling
 FG0498.and adjusted by the National Geodetic Survey in June 1991..
 FG0498
 FG0498.The geoid height was determined by GEOID03.
 FG0498
 FG0498.The dynamic height is computed by dividing the NAVD 88
 FG0498.geopotential number by the normal gravity value computed on the
 FG0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0498.degrees latitude (g = 980.6199 gals.).
 FG0498
 FG0498.The modeled gravity was interpolated from observed gravity values.
 FG0498
 FG0498;                    North         East    Units  Estimated Accuracy
 FG0498;SPC AR N     -   165,970.      349,330.      MT  (+/- 180 meters Scaled)
 FG0498
 FG0498                          SUPERSEDED SURVEY CONTROL
 FG0498
 FG0498  NGVD 29 (??/??/92)  298.578  (m)          979.58   (f) ADJ UNCH    1 2
 FG0498
 FG0498.Superseded values are not recommended for survey control.
 FG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0498.See file dsdata.txt to determine how the superseded data were derived.
 FG0498
 FG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV396649(NAD 83)
 FG0498_MARKER: DB = BENCH MARK DISK
 FG0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0498_SP_SET: BUILDING
 FG0498_STAMPING: B-7 1931
 FG0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0498
 FG0498  HISTORY     - Date     Condition        Report By
 FG0498  HISTORY     - 1931     MONUMENTED       CGS
 FG0498  HISTORY     - 1935     GOOD             NGS
 FG0498
 FG0498                          STATION DESCRIPTION
 FG0498
 FG0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0498'IN LESLIE.
 FG0498'AT LESLIE.  STANDARD BRONZE TABLET SET VERTICALLY IN STONE WALL, ON
 FG0498'SOUTHWEST SIDE OF M AND N. A. RAILWAY STATION MIDWAY BETWEEN THE DOOR
 FG0498'AND WINDOW OF WHITE WAITING ROOM.  30.1 FEET NORTHEAST OF CENTERLINE
 FG0498'OF M. AND N. A. RAILROAD.  7.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 FG0498'TICKET OFFICE.  4.7 FEET ABOVE THE GROUND.  1.8 FEET NORTHWEST OF
 FG0498'NORTHWEST SIDE OF WHITE WAITING DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0390 ***********************************************************************
 FG0390  DESIGNATION -  B 71
 FG0390  PID         -  FG0390
 FG0390  STATE/COUNTY-  AR/PERRY
 FG0390  USGS QUAD   -  ADONA (1989)
 FG0390
 FG0390                         *CURRENT SURVEY CONTROL
 FG0390  ___________________________________________________________________
 FG0390* NAD 83(1986)-  35 02 26.     (N)    092 53 56.     (W)     SCALED    
 FG0390* NAVD 88     -       113.155  (meters)     371.24   (feet)  ADJUSTED  
 FG0390  ___________________________________________________________________
 FG0390  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FG0390  DYNAMIC HT  -         113.046 (meters)     370.89  (feet)  COMP
 FG0390  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 FG0390
 FG0390  VERT ORDER  -  SECOND    CLASS 0
 FG0390
 FG0390.The horizontal coordinates were scaled from a topographic map and have
 FG0390.an estimated accuracy of +/- 6 seconds.
 FG0390
 FG0390.The orthometric height was determined by differential leveling
 FG0390.and adjusted by the National Geodetic Survey in June 1991..
 FG0390
 FG0390.The geoid height was determined by GEOID03.
 FG0390
 FG0390.The dynamic height is computed by dividing the NAVD 88
 FG0390.geopotential number by the normal gravity value computed on the
 FG0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0390.degrees latitude (g = 980.6199 gals.).
 FG0390
 FG0390.The modeled gravity was interpolated from observed gravity values.
 FG0390
 FG0390;                    North         East    Units  Estimated Accuracy
 FG0390;SPC AR N     -    78,840.      317,990.      MT  (+/- 180 meters Scaled)
 FG0390
 FG0390                          SUPERSEDED SURVEY CONTROL
 FG0390
 FG0390  NGVD 29 (??/??/92)  113.162  (m)          371.27   (f) ADJ UNCH    2 0
 FG0390
 FG0390.Superseded values are not recommended for survey control.
 FG0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0390.See file dsdata.txt to determine how the superseded data were derived.
 FG0390
 FG0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU092775(NAD 83)
 FG0390_MARKER: DB = BENCH MARK DISK
 FG0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0390_STAMPING: B-71 1934
 FG0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0390+STABILITY: SURFACE MOTION
 FG0390
 FG0390  HISTORY     - Date     Condition        Report By
 FG0390  HISTORY     - 1934     MONUMENTED       CGS
 FG0390  HISTORY     - 1939     GOOD             NGS
 FG0390
 FG0390                          STATION DESCRIPTION
 FG0390
 FG0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0390'IN ADONA.
 FG0390'94.2 FEET WEST OF NORTHWEST CORNER OF CHICAGO, ROCK ISLAND AND PACIFIC
 FG0390'RY. STATION.  39 FEET NORTH OF CENTER OF C.R.I. AND P. RY. MAIN TRACK.
 FG0390'2.1 FEET SOUTH OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE
 FG0390'POST.
 FG0390
 FG0390                          STATION RECOVERY (1939)
 FG0390
 FG0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 FG0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0986 ***********************************************************************
 FG0986  DESIGNATION -  B 72
 FG0986  PID         -  FG0986
 FG0986  STATE/COUNTY-  AR/POPE
 FG0986  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG0986
 FG0986                         *CURRENT SURVEY CONTROL
 FG0986  ___________________________________________________________________
 FG0986* NAD 83(1986)-  35 15 56.     (N)    093 05 21.     (W)     SCALED    
 FG0986* NAVD 88     -       123.763  (meters)     406.05   (feet)  POSTED    
 FG0986  ___________________________________________________________________
 FG0986  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FG0986  DYNAMIC HT  -         123.650 (meters)     405.68  (feet)  COMP
 FG0986  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 FG0986
 FG0986  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG0986
 FG0986.The horizontal coordinates were scaled from a topographic map and have
 FG0986.an estimated accuracy of +/- 6 seconds.
 FG0986
 FG0986.The orthometric height was determined by differential leveling
 FG0986.and adjusted by the National Geodetic Survey in 1992..
 FG0986.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG0986.rate of 2.1 thru 3.0 mm/km.
 FG0986
 FG0986.The geoid height was determined by GEOID03.
 FG0986
 FG0986.The dynamic height is computed by dividing the NAVD 88
 FG0986.geopotential number by the normal gravity value computed on the
 FG0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0986.degrees latitude (g = 980.6199 gals.).
 FG0986
 FG0986.The modeled gravity was interpolated from observed gravity values.
 FG0986
 FG0986;                    North         East    Units  Estimated Accuracy
 FG0986;SPC AR N     -   103,970.      300,900.      MT  (+/- 180 meters Scaled)
 FG0986
 FG0986                          SUPERSEDED SURVEY CONTROL
 FG0986
 FG0986  NGVD 29 (??/??/92)  123.767  (m)          406.06   (f) ADJ UNCH    2 0
 FG0986
 FG0986.Superseded values are not recommended for survey control.
 FG0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0986.See file dsdata.txt to determine how the superseded data were derived.
 FG0986
 FG0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV918024(NAD 83)
 FG0986_MARKER: DB = BENCH MARK DISK
 FG0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0986_SP_SET: BRIDGE
 FG0986_STAMPING: B 72 1934
 FG0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0986
 FG0986  HISTORY     - Date     Condition        Report By
 FG0986  HISTORY     - 1934     MONUMENTED       CGS
 FG0986  HISTORY     - 1967     GOOD             NGS
 FG0986  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0986  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FG0986
 FG0986                          STATION DESCRIPTION
 FG0986
 FG0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0986'2.8 MI E FROM RUSSELLVILLE.
 FG0986'IT IS 2.8 MILES EAST OF THE MISSOURI PACIFIC RAILROAD STATION IN
 FG0986'RUSSELLVILLE, 360 FEET EAST OF MILEPOST 415, CEMENTED IN A DRILL HOLE
 FG0986'IN THE NORTHEAST CORNER OF A CONCRETE BRIDGE, 1 FOOT WEST OF THE EAST
 FG0986'END OF THE NORTH HEADWALL, 1 FOOT SOUTH OF THE NORTH EDGE OF THE
 FG0986'BRIDGE AND 13 FEET NORTH OF THE CENTER OF THE TRACKS.
 FG0986
 FG0986                          STATION RECOVERY (1984)
 FG0986
 FG0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0986'NOT SEARCHED FOR ALONG RAILROAD.  MAIN LEVEL LINE REROUTED ALONG U.S.
 FG0986'HIGHWAY 64.
 FG0986
 FG0986                          STATION RECOVERY (1987)
 FG0986
 FG0986'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1222 ***********************************************************************
 FF1222  DESIGNATION -  B 74
 FF1222  PID         -  FF1222
 FF1222  STATE/COUNTY-  AR/WOODRUFF
 FF1222  USGS QUAD   -  COTTON PLANT (1993)
 FF1222
 FF1222                         *CURRENT SURVEY CONTROL
 FF1222  ___________________________________________________________________
 FF1222* NAD 83(1986)-  35 00 21.     (N)    091 15 17.     (W)     SCALED    
 FF1222* NAVD 88     -        58.317  (meters)     191.33   (feet)  ADJUSTED  
 FF1222  ___________________________________________________________________
 FF1222  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FF1222  DYNAMIC HT  -          58.264 (meters)     191.15  (feet)  COMP
 FF1222  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FF1222
 FF1222  VERT ORDER  -  SECOND    CLASS 0
 FF1222
 FF1222.The horizontal coordinates were scaled from a topographic map and have
 FF1222.an estimated accuracy of +/- 6 seconds.
 FF1222
 FF1222.The orthometric height was determined by differential leveling
 FF1222.and adjusted by the National Geodetic Survey in June 1991..
 FF1222
 FF1222.The geoid height was determined by GEOID03.
 FF1222
 FF1222.The dynamic height is computed by dividing the NAVD 88
 FF1222.geopotential number by the normal gravity value computed on the
 FF1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1222.degrees latitude (g = 980.6199 gals.).
 FF1222
 FF1222.The modeled gravity was interpolated from observed gravity values.
 FF1222
 FF1222;                    North         East    Units  Estimated Accuracy
 FF1222;SPC AR N     -    74,870.      468,030.      MT  (+/- 180 meters Scaled)
 FF1222
 FF1222                          SUPERSEDED SURVEY CONTROL
 FF1222
 FF1222  NGVD 29 (??/??/??)   58.296  (m)          191.26   (f) ADJUSTED    2 0
 FF1222
 FF1222.Superseded values are not recommended for survey control.
 FF1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1222.See file dsdata.txt to determine how the superseded data were derived.
 FF1222
 FF1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU592750(NAD 83)
 FF1222_MARKER: DB = BENCH MARK DISK
 FF1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1222_STAMPING: B 74 1934
 FF1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1222+STABILITY: SURFACE MOTION
 FF1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1222+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 FF1222
 FF1222  HISTORY     - Date     Condition        Report By
 FF1222  HISTORY     - 1934     MONUMENTED       CGS
 FF1222  HISTORY     - 1970     GOOD             USGS
 FF1222  HISTORY     - 20030528 GOOD             USACE
 FF1222
 FF1222                          STATION DESCRIPTION
 FF1222
 FF1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1222'AT COTTON PLANT.
 FF1222'AT COTTON PLANT, WOODRUFF COUNTY, AT THE HIGH SCHOOL, 120 FEET
 FF1222'WEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 24 FEET
 FF1222'NORTH OF THE GATE TO THE ATHLETIC FIELD, AND 2 FEET EAST OF THE
 FF1222'ATHLETIC FIELD FENCE.  A STANDARD DISK, STAMPED B 74 1934 AND
 FF1222'SET IN THE TOP OF A CONCRETE POST.
 FF1222
 FF1222                          STATION RECOVERY (1970)
 FF1222
 FF1222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1222'RECOVERED IN GOOD CONDITION.
 FF1222
 FF1222                          STATION RECOVERY (2003)
 FF1222
 FF1222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1142 ***********************************************************************
 FF1142  DESIGNATION -  B 75
 FF1142  PID         -  FF1142
 FF1142  STATE/COUNTY-  AR/JACKSON
 FF1142  USGS QUAD   -  AUVERGNE (1981)
 FF1142
 FF1142                         *CURRENT SURVEY CONTROL
 FF1142  ___________________________________________________________________
 FF1142* NAD 83(1986)-  35 33 49.     (N)    091 09 25.     (W)     SCALED    
 FF1142* NAVD 88     -        68.354  (meters)     224.26   (feet)  ADJUSTED  
 FF1142  ___________________________________________________________________
 FF1142  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF1142  DYNAMIC HT  -          68.295 (meters)     224.06  (feet)  COMP
 FF1142  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 FF1142
 FF1142  VERT ORDER  -  SECOND    CLASS 0
 FF1142
 FF1142.The horizontal coordinates were scaled from a topographic map and have
 FF1142.an estimated accuracy of +/- 6 seconds.
 FF1142
 FF1142.The orthometric height was determined by differential leveling
 FF1142.and adjusted by the National Geodetic Survey in June 1991..
 FF1142
 FF1142.The geoid height was determined by GEOID03.
 FF1142
 FF1142.The dynamic height is computed by dividing the NAVD 88
 FF1142.geopotential number by the normal gravity value computed on the
 FF1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1142.degrees latitude (g = 980.6199 gals.).
 FF1142
 FF1142.The modeled gravity was interpolated from observed gravity values.
 FF1142
 FF1142;                    North         East    Units  Estimated Accuracy
 FF1142;SPC AR N     -   136,820.      476,420.      MT  (+/- 180 meters Scaled)
 FF1142
 FF1142                          SUPERSEDED SURVEY CONTROL
 FF1142
 FF1142  NGVD 29 (??/??/??)   68.289  (m)          224.04   (f) ADJUSTED    2 0
 FF1142
 FF1142.Superseded values are not recommended for survey control.
 FF1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1142.See file dsdata.txt to determine how the superseded data were derived.
 FF1142
 FF1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV670371(NAD 83)
 FF1142_MARKER: DB = BENCH MARK DISK
 FF1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1142_STAMPING: B-75 1934
 FF1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1142+STABILITY: SURFACE MOTION
 FF1142
 FF1142  HISTORY     - Date     Condition        Report By
 FF1142  HISTORY     - 1934     MONUMENTED       CGS
 FF1142  HISTORY     - 1938     GOOD             CGS
 FF1142  HISTORY     - 1965     MARK NOT FOUND   USGS
 FF1142
 FF1142                          STATION DESCRIPTION
 FF1142
 FF1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1142'2.8 MI W FROM AMAGON.
 FF1142'2 MILES SOUTHEAST OF JUNCTION OF STATE ROADS 14 AND 145 AT
 FF1142'SWEARINGERS CABIN CAMP AND SERVICE STATION, 490 FEET SOUTHEAST
 FF1142'OF JUNCTION OF STATE ROAD 14 AND A ROAD LEADING SOUTH, 40
 FF1142'FEET SOUTH OF CENTER LINE OF HIGHWAY 14 AT THE EAST BREAK IN
 FF1142'CURVE, 2 FEET NORTH OF WIRE FENCE.  STANDARD TABLET SET IN CONCRETE.
 FF1142
 FF1142                          STATION RECOVERY (1965)
 FF1142
 FF1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FF1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0934 ***********************************************************************
 EJ0934  DESIGNATION -  B 78
 EJ0934  PID         -  EJ0934
 EJ0934  STATE/COUNTY-  AR/SALINE
 EJ0934  USGS QUAD   -  LONSDALE NE (1984)
 EJ0934
 EJ0934                         *CURRENT SURVEY CONTROL
 EJ0934  ___________________________________________________________________
 EJ0934* NAD 83(1986)-  34 41 07.     (N)    092 46 28.     (W)     SCALED    
 EJ0934* NAVD 88     -       135.122  (meters)     443.31   (feet)  ADJUSTED  
 EJ0934  ___________________________________________________________________
 EJ0934  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EJ0934  DYNAMIC HT  -         134.992 (meters)     442.89  (feet)  COMP
 EJ0934  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EJ0934
 EJ0934  VERT ORDER  -  SECOND    CLASS 0
 EJ0934
 EJ0934.The horizontal coordinates were scaled from a topographic map and have
 EJ0934.an estimated accuracy of +/- 6 seconds.
 EJ0934
 EJ0934.The orthometric height was determined by differential leveling
 EJ0934.and adjusted by the National Geodetic Survey in June 1991..
 EJ0934
 EJ0934.The geoid height was determined by GEOID03.
 EJ0934
 EJ0934.The dynamic height is computed by dividing the NAVD 88
 EJ0934.geopotential number by the normal gravity value computed on the
 EJ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0934.degrees latitude (g = 980.6199 gals.).
 EJ0934
 EJ0934.The modeled gravity was interpolated from observed gravity values.
 EJ0934
 EJ0934;                    North         East    Units  Estimated Accuracy
 EJ0934;SPC AR S     -   624,160.      329,040.      MT  (+/- 180 meters Scaled)
 EJ0934
 EJ0934                          SUPERSEDED SURVEY CONTROL
 EJ0934
 EJ0934  NGVD 29 (??/??/92)  135.138  (m)          443.37   (f) ADJ UNCH    2 0
 EJ0934
 EJ0934.Superseded values are not recommended for survey control.
 EJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0934.See file dsdata.txt to determine how the superseded data were derived.
 EJ0934
 EJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU206381(NAD 83)
 EJ0934_MARKER: DB = BENCH MARK DISK
 EJ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0934_STAMPING: B 78 1935
 EJ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0934+STABILITY: SURFACE MOTION
 EJ0934
 EJ0934  HISTORY     - Date     Condition        Report By
 EJ0934  HISTORY     - 1935     MONUMENTED       CGS
 EJ0934  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0934
 EJ0934                          STATION DESCRIPTION
 EJ0934
 EJ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0934'6.9 MI S FROM PARON.
 EJ0934'6.9 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE SCHOOLHOUSE AT PARON,
 EJ0934'SALINE COUNTY, AT THE FOOT OF A STEEP WINDING HILL, 110 FEET SOUTHEAST
 EJ0934'OF THE SOUTHEAST CORNER OF A WOODEN HIGHWAY BRIDGE, 35 FEET EAST OF
 EJ0934'THE CENTERLINE OF THE HIGHWAY, 31 FEET NORTHWEST OF AN OLD SAW-MILL
 EJ0934'BOILER, AND 28.5 FEET WEST OF A 12-INCH OAK TREE.  A STANDARD DISK,
 EJ0934'STAMPED B 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0934
 EJ0934                          STATION RECOVERY (1972)
 EJ0934
 EJ0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0663 ***********************************************************************
 EJ0663  DESIGNATION -  B 79
 EJ0663  PID         -  EJ0663
 EJ0663  STATE/COUNTY-  AR/HOT SPRING
 EJ0663  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ0663
 EJ0663                         *CURRENT SURVEY CONTROL
 EJ0663  ___________________________________________________________________
 EJ0663* NAD 83(1986)-  34 22 10.     (N)    092 46 56.     (W)     SCALED    
 EJ0663* NAVD 88     -        92.123  (meters)     302.24   (feet)  ADJUSTED  
 EJ0663  ___________________________________________________________________
 EJ0663  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EJ0663  DYNAMIC HT  -          92.034 (meters)     301.95  (feet)  COMP
 EJ0663  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 EJ0663
 EJ0663  VERT ORDER  -  SECOND    CLASS 0
 EJ0663
 EJ0663.The horizontal coordinates were scaled from a topographic map and have
 EJ0663.an estimated accuracy of +/- 6 seconds.
 EJ0663
 EJ0663.The orthometric height was determined by differential leveling
 EJ0663.and adjusted by the National Geodetic Survey in June 1991..
 EJ0663
 EJ0663.The geoid height was determined by GEOID03.
 EJ0663
 EJ0663.The dynamic height is computed by dividing the NAVD 88
 EJ0663.geopotential number by the normal gravity value computed on the
 EJ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0663.degrees latitude (g = 980.6199 gals.).
 EJ0663
 EJ0663.The modeled gravity was interpolated from observed gravity values.
 EJ0663
 EJ0663;                    North         East    Units  Estimated Accuracy
 EJ0663;SPC AR S     -   589,140.      328,050.      MT  (+/- 180 meters Scaled)
 EJ0663
 EJ0663                          SUPERSEDED SURVEY CONTROL
 EJ0663
 EJ0663  NGVD 29 (??/??/92)   92.132  (m)          302.27   (f) ADJ UNCH    2 0
 EJ0663
 EJ0663.Superseded values are not recommended for survey control.
 EJ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0663.See file dsdata.txt to determine how the superseded data were derived.
 EJ0663
 EJ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU200031(NAD 83)
 EJ0663_MARKER: DB = BENCH MARK DISK
 EJ0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0663_SP_SET: CONCRETE BASE
 EJ0663_STAMPING: B-79 1935
 EJ0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0663
 EJ0663  HISTORY     - Date     Condition        Report By
 EJ0663  HISTORY     - 1935     MONUMENTED       CGS
 EJ0663  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0663
 EJ0663                          STATION DESCRIPTION
 EJ0663
 EJ0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0663'2.0 MI E FROM MALVERN.
 EJ0663'2.0 MILE EAST OF, ALONG MO. PAC. R.R. FROM STATION.  A STANDARD TABLET
 EJ0663'SET HORIZONTALLY IN SOUTHEAST CORNER OF SOUTHEAST CONCRETE BASE OF
 EJ0663'WATER TOWER OWNED BY MALVERN LUMBER CO. AT PERLA SIDING. ABOUT 200
 EJ0663'FEET EAST OF M.P. 387.  ABOUT 110 FT. EAST OF SOUTHEAST CORNER OF
 EJ0663'MALVERN LUMBER CO. BUILDING.  66.2 FT. NORTH OF CENTERLINE OF MISSOURI
 EJ0663'PACIFIC R.R.  4 FT. ABOVE THE GROUND.  1 FT. SOUTHEAST OF STEEL
 EJ0663'SUPPORT COLUMN TO WATER TOWER.
 EJ0663
 EJ0663                          STATION RECOVERY (1998)
 EJ0663
 EJ0663'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1299 ***********************************************************************
 FF1299  DESIGNATION -  B 8
 FF1299  PID         -  FF1299
 FF1299  STATE/COUNTY-  AR/WHITE
 FF1299  USGS QUAD   -  PANGBURN (1992)
 FF1299
 FF1299                         *CURRENT SURVEY CONTROL
 FF1299  ___________________________________________________________________
 FF1299* NAD 83(1986)-  35 23 13.     (N)    091 49 07.     (W)     SCALED    
 FF1299* NAVD 88     -        84.973  (meters)     278.78   (feet)  ADJUSTED  
 FF1299  ___________________________________________________________________
 FF1299  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1299  DYNAMIC HT  -          84.897 (meters)     278.53  (feet)  COMP
 FF1299  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FF1299
 FF1299  VERT ORDER  -  FIRST     CLASS II
 FF1299
 FF1299.The horizontal coordinates were scaled from a topographic map and have
 FF1299.an estimated accuracy of +/- 6 seconds.
 FF1299
 FF1299.The orthometric height was determined by differential leveling
 FF1299.and adjusted by the National Geodetic Survey in June 1991..
 FF1299
 FF1299.The geoid height was determined by GEOID03.
 FF1299
 FF1299.The dynamic height is computed by dividing the NAVD 88
 FF1299.geopotential number by the normal gravity value computed on the
 FF1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1299.degrees latitude (g = 980.6199 gals.).
 FF1299
 FF1299.The modeled gravity was interpolated from observed gravity values.
 FF1299
 FF1299;                    North         East    Units  Estimated Accuracy
 FF1299;SPC AR N     -   116,900.      416,480.      MT  (+/- 180 meters Scaled)
 FF1299
 FF1299                          SUPERSEDED SURVEY CONTROL
 FF1299
 FF1299  NGVD 29 (??/??/??)   84.914  (m)          278.59   (f) ADJUSTED    1 2
 FF1299
 FF1299.Superseded values are not recommended for survey control.
 FF1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1299.See file dsdata.txt to determine how the superseded data were derived.
 FF1299
 FF1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV072165(NAD 83)
 FF1299_MARKER: DB = BENCH MARK DISK
 FF1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1299_STAMPING: B 8 1931
 FF1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1299+STABILITY: SURFACE MOTION
 FF1299
 FF1299  HISTORY     - Date     Condition        Report By
 FF1299  HISTORY     - 1931     MONUMENTED       CGS
 FF1299  HISTORY     - 1962     GOOD             CGS
 FF1299  HISTORY     - 1962     GOOD             CGS
 FF1299  HISTORY     - 20030730 MARK NOT FOUND   USACE
 FF1299
 FF1299                          STATION DESCRIPTION
 FF1299
 FF1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1299'3.7 MI SE FROM PANGBURN.
 FF1299'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 FF1299'PANGBURN, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, 49 FEET NORTH
 FF1299'OF THE CENTER OF THE ROAD, 30 FEET NORTH OF A FENCELINE, 23.2
 FF1299'FEET EAST OF A GUYED TELEPHONE POLE, SET IN THE TOP OF A CONCRETE
 FF1299'POST PROJECTING 1 INCH ABOVE GROUND AND THE CENTER OF A TRIANGLE
 FF1299'FORMED BY THREE VERTICAL IRON RAILS PROJECTING 1 FOOT.
 FF1299
 FF1299                          STATION RECOVERY (1962)
 FF1299
 FF1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FF1299'RECOVERED IN GOOD CONDITION.
 FF1299
 FF1299                          STATION RECOVERY (2003)
 FF1299
 FF1299'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1548 ***********************************************************************
 FF1548  DESIGNATION -  B 8
 FF1548  PID         -  FF1548
 FF1548  STATE/COUNTY-  AR/CLEBURNE
 FF1548  USGS QUAD   -  CONCORD (1973)
 FF1548
 FF1548                         *CURRENT SURVEY CONTROL
 FF1548  ___________________________________________________________________
 FF1548* NAD 83(1986)-  35 39 44.     (N)    091 50 58.     (W)     SCALED    
 FF1548* NAVD 88     -       312.953  (meters)    1026.75   (feet)  ADJUSTED  
 FF1548  ___________________________________________________________________
 FF1548  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1548  DYNAMIC HT  -         312.669 (meters)    1025.81  (feet)  COMP
 FF1548  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FF1548
 FF1548  VERT ORDER  -  SECOND    CLASS 0
 FF1548
 FF1548.The horizontal coordinates were scaled from a topographic map and have
 FF1548.an estimated accuracy of +/- 6 seconds.
 FF1548
 FF1548.The orthometric height was determined by differential leveling
 FF1548.and adjusted by the National Geodetic Survey in June 1991..
 FF1548
 FF1548.The geoid height was determined by GEOID03.
 FF1548
 FF1548.The dynamic height is computed by dividing the NAVD 88
 FF1548.geopotential number by the normal gravity value computed on the
 FF1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1548.degrees latitude (g = 980.6199 gals.).
 FF1548
 FF1548.The modeled gravity was interpolated from observed gravity values.
 FF1548
 FF1548;                    North         East    Units  Estimated Accuracy
 FF1548;SPC AR N     -   147,440.      413,630.      MT  (+/- 180 meters Scaled)
 FF1548
 FF1548                          SUPERSEDED SURVEY CONTROL
 FF1548
 FF1548  NGVD 29 (??/??/??)  312.874  (m)         1026.49   (f) ADJUSTED    2 0
 FF1548
 FF1548.Superseded values are not recommended for survey control.
 FF1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1548.See file dsdata.txt to determine how the superseded data were derived.
 FF1548
 FF1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV041470(NAD 83)
 FF1548_MARKER: DB = BENCH MARK DISK
 FF1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1548_STAMPING: B 8 1934
 FF1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1548+STABILITY: SURFACE MOTION
 FF1548
 FF1548  HISTORY     - Date     Condition        Report By
 FF1548  HISTORY     - 1934     MONUMENTED       ARGS
 FF1548  HISTORY     - 1951     GOOD             CGS
 FF1548  HISTORY     - 1963     MARK NOT FOUND   USGS
 FF1548
 FF1548                          STATION DESCRIPTION
 FF1548
 FF1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FF1548'7.4 MI NE FROM DRASCO.
 FF1548'7.4 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1548'AT DRASCO, CLEBURNE COUNTY, AT THE INTERSECTION WITH THE ROAD
 FF1548'LEADING TO PLEASANT PLAINS, 30 FEET SOUTHEAST OF THE CENTERLINE OF
 FF1548'THE HIGHWAY, AND 17 FEET WEST OF THE ROAD.  A STATE SURVEY STANDARD
 FF1548'DISK, STAMPED B 8 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1548'NOTE-- THE MARK IS SET IN SLOPE OF ROAD AND MAY BE HIT BY TRAFFIC.
 FF1548
 FF1548                          STATION RECOVERY (1963)
 FF1548
 FF1548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FF1548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0579 ***********************************************************************
 EJ0579  DESIGNATION -  B 80
 EJ0579  PID         -  EJ0579
 EJ0579  STATE/COUNTY-  AR/GRANT
 EJ0579  USGS QUAD   -  BELFAST (1984)
 EJ0579
 EJ0579                         *CURRENT SURVEY CONTROL
 EJ0579  ___________________________________________________________________
 EJ0579* NAD 83(1986)-  34 23 09.     (N)    092 26 40.     (W)     SCALED    
 EJ0579* NAVD 88     -        84.265  (meters)     276.46   (feet)  ADJUSTED  
 EJ0579  ___________________________________________________________________
 EJ0579  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EJ0579  DYNAMIC HT  -          84.185 (meters)     276.20  (feet)  COMP
 EJ0579  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 EJ0579
 EJ0579  VERT ORDER  -  SECOND    CLASS 0
 EJ0579
 EJ0579.The horizontal coordinates were scaled from a topographic map and have
 EJ0579.an estimated accuracy of +/- 6 seconds.
 EJ0579
 EJ0579.The orthometric height was determined by differential leveling
 EJ0579.and adjusted by the National Geodetic Survey in June 1991..
 EJ0579
 EJ0579.The geoid height was determined by GEOID03.
 EJ0579
 EJ0579.The dynamic height is computed by dividing the NAVD 88
 EJ0579.geopotential number by the normal gravity value computed on the
 EJ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0579.degrees latitude (g = 980.6199 gals.).
 EJ0579
 EJ0579.The modeled gravity was interpolated from observed gravity values.
 EJ0579
 EJ0579;                    North         East    Units  Estimated Accuracy
 EJ0579;SPC AR S     -   590,770.      359,130.      MT  (+/- 180 meters Scaled)
 EJ0579
 EJ0579                          SUPERSEDED SURVEY CONTROL
 EJ0579
 EJ0579  NGVD 29 (??/??/92)   84.310  (m)          276.61   (f) ADJ UNCH    2 0
 EJ0579
 EJ0579.Superseded values are not recommended for survey control.
 EJ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0579.See file dsdata.txt to determine how the superseded data were derived.
 EJ0579
 EJ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU510050(NAD 83)
 EJ0579_MARKER: DB = BENCH MARK DISK
 EJ0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0579_STAMPING: B 80 1935
 EJ0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0579+STABILITY: SURFACE MOTION
 EJ0579
 EJ0579  HISTORY     - Date     Condition        Report By
 EJ0579  HISTORY     - 1935     MONUMENTED       CGS
 EJ0579  HISTORY     - 1935     GOOD             NGS
 EJ0579
 EJ0579                          STATION DESCRIPTION
 EJ0579
 EJ0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0579'6.5 MI NW FROM SHERIDAN.
 EJ0579'ABOUT 6.5 MILES NORTHWEST OF SHERIDAN, FROM MISSOURI PACIFIC R.R.
 EJ0579'STATION, ALONG M.P.RY. TRACK.  ABOUT .2 MILE WEST OF GEORGE MEEKS FARM
 EJ0579'HOUSE.  ABOUT 175 FEET SOUTH OF TELEPHONE POLE MARKED 383+20. ABOUT
 EJ0579'115 FEET SOUTHEAST OF SOUTH END OF EAST HEADWALL OF CONCRETE CULVERT
 EJ0579'UNDER RAILROAD.  50.4 FEET EAST OF CENTERLINE OF MISSOURI PACIFIC R.R.
 EJ0579'AT PRIVATE RAILROAD CROSSING.  8.7 FEET SOUTH OF SOUTH END OF WOODEN
 EJ0579'GATE.  1.5 FT. WEST OF FENCE PARALLELING RAILROAD. TABLET SET IN
 EJ0579'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0700 ***********************************************************************
 EJ0700  DESIGNATION -  B 81
 EJ0700  PID         -  EJ0700
 EJ0700  STATE/COUNTY-  AR/GRANT
 EJ0700  USGS QUAD   -  POYEN (1984)
 EJ0700
 EJ0700                         *CURRENT SURVEY CONTROL
 EJ0700  ___________________________________________________________________
 EJ0700* NAD 83(1986)-  34 18 04.     (N)    092 38 23.     (W)     SCALED    
 EJ0700* NAVD 88     -        68.712  (meters)     225.43   (feet)  ADJUSTED  
 EJ0700  ___________________________________________________________________
 EJ0700  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EJ0700  DYNAMIC HT  -          68.646 (meters)     225.22  (feet)  COMP
 EJ0700  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EJ0700
 EJ0700  VERT ORDER  -  SECOND    CLASS 0
 EJ0700
 EJ0700.The horizontal coordinates were scaled from a topographic map and have
 EJ0700.an estimated accuracy of +/- 6 seconds.
 EJ0700
 EJ0700.The orthometric height was determined by differential leveling
 EJ0700.and adjusted by the National Geodetic Survey in June 1991..
 EJ0700
 EJ0700.The geoid height was determined by GEOID03.
 EJ0700
 EJ0700.The dynamic height is computed by dividing the NAVD 88
 EJ0700.geopotential number by the normal gravity value computed on the
 EJ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0700.degrees latitude (g = 980.6199 gals.).
 EJ0700
 EJ0700.The modeled gravity was interpolated from observed gravity values.
 EJ0700
 EJ0700;                    North         East    Units  Estimated Accuracy
 EJ0700;SPC AR S     -   581,470.      341,110.      MT  (+/- 180 meters Scaled)
 EJ0700
 EJ0700                          SUPERSEDED SURVEY CONTROL
 EJ0700
 EJ0700  NGVD 29 (??/??/92)   68.740  (m)          225.52   (f) ADJ UNCH    2 0
 EJ0700
 EJ0700.Superseded values are not recommended for survey control.
 EJ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0700.See file dsdata.txt to determine how the superseded data were derived.
 EJ0700
 EJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT331956(NAD 83)
 EJ0700_MARKER: DB = BENCH MARK DISK
 EJ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0700_STAMPING: B 81 1935
 EJ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0700+STABILITY: SURFACE MOTION
 EJ0700
 EJ0700  HISTORY     - Date     Condition        Report By
 EJ0700  HISTORY     - 1935     MONUMENTED       CGS
 EJ0700  HISTORY     - 1938     GOOD             ARGS
 EJ0700  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0700
 EJ0700                          STATION DESCRIPTION
 EJ0700
 EJ0700'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1938
 EJ0700'1.6 MI S FROM POYEN.
 EJ0700'1.6 MILES SOUTH OF POYEN ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0700'RAILWAY FROM THE STATION.  ABOUT 0.2 MILE NORTH OF LENHAM SIDING
 EJ0700'MARKER, 75 FEET EAST OF POLE 13+23, 147 FEET NORTH OF EAST END OF THE
 EJ0700'NORTH ABUTMENT OF BRIDGE 138, 55 FEET EAST OF THE CENTER LINE OF THE
 EJ0700'MAIN TRACK, 3.5 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER, 2.5 FEET
 EJ0700'WEST OF FENCE.  THE SAWMILL MENTIONED IN THE ORIGINAL DESCRIPTION HAS
 EJ0700'BEEN REMOVED.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 EJ0700
 EJ0700                          STATION RECOVERY (1962)
 EJ0700
 EJ0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1017 ***********************************************************************
 EH1017  DESIGNATION -  B 82
 EH1017  PID         -  EH1017
 EH1017  STATE/COUNTY-  AR/LEE
 EH1017  USGS QUAD   -  MARIANNA (1992)
 EH1017
 EH1017                         *CURRENT SURVEY CONTROL
 EH1017  ___________________________________________________________________
 EH1017* NAD 83(1986)-  34 48 23.     (N)    090 47 47.     (W)     SCALED    
 EH1017* NAVD 88     -        65.726  (meters)     215.64   (feet)  ADJUSTED  
 EH1017  ___________________________________________________________________
 EH1017  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1017  DYNAMIC HT  -          65.665 (meters)     215.44  (feet)  COMP
 EH1017  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 EH1017
 EH1017  VERT ORDER  -  SECOND    CLASS 0
 EH1017
 EH1017.The horizontal coordinates were scaled from a topographic map and have
 EH1017.an estimated accuracy of +/- 6 seconds.
 EH1017
 EH1017.The orthometric height was determined by differential leveling
 EH1017.and adjusted by the National Geodetic Survey in June 1991..
 EH1017
 EH1017.The geoid height was determined by GEOID03.
 EH1017
 EH1017.The dynamic height is computed by dividing the NAVD 88
 EH1017.geopotential number by the normal gravity value computed on the
 EH1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1017.degrees latitude (g = 980.6199 gals.).
 EH1017
 EH1017.The modeled gravity was interpolated from observed gravity values.
 EH1017
 EH1017;                    North         East    Units  Estimated Accuracy
 EH1017;SPC AR S     -   637,980.      510,130.      MT  (+/- 180 meters Scaled)
 EH1017
 EH1017                          SUPERSEDED SURVEY CONTROL
 EH1017
 EH1017  NGVD 29 (??/??/??)   65.729  (m)          215.65   (f) ADJUSTED    2 0
 EH1017
 EH1017.Superseded values are not recommended for survey control.
 EH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1017.See file dsdata.txt to determine how the superseded data were derived.
 EH1017
 EH1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU015537(NAD 83)
 EH1017_MARKER: DB = BENCH MARK DISK
 EH1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1017_STAMPING: B-82 1935
 EH1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1017+STABILITY: SURFACE MOTION
 EH1017
 EH1017  HISTORY     - Date     Condition        Report By
 EH1017  HISTORY     - 1935     MONUMENTED       CGS
 EH1017  HISTORY     - 1943     GOOD             CGS
 EH1017  HISTORY     - 20030305 MARK NOT FOUND   USACE
 EH1017
 EH1017                          STATION DESCRIPTION
 EH1017
 EH1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1017'IN FELTON.
 EH1017'165 FEET SOUTHWEST OF M.P.310.  63 FEET NORTH OF NORTH END OF M.P.R.R.
 EH1017'STATION.  30 FEET WEST OF CENTERLINE OF MISSOURI PACIFIC R.R.  3.5
 EH1017'FEET WEST OF TELEGRAPH POLE 2725. TABLET SET IN PRECAST CONCRETE POST.
 EH1017
 EH1017                          STATION RECOVERY (1943)
 EH1017
 EH1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 EH1017'RECOVERED IN GOOD CONDITION.
 EH1017
 EH1017                          STATION RECOVERY (2003)
 EH1017
 EH1017'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1420 ***********************************************************************
 DK1420  DESIGNATION -  B 83
 DK1420  PID         -  DK1420
 DK1420  STATE/COUNTY-  AR/DREW
 DK1420  USGS QUAD   -  COMINTO (1960)
 DK1420
 DK1420                         *CURRENT SURVEY CONTROL
 DK1420  ___________________________________________________________________
 DK1420* NAD 83(1986)-  33 36 16.     (N)    091 44 04.     (W)     SCALED    
 DK1420* NAVD 88     -        65.445  (meters)     214.71   (feet)  ADJUSTED  
 DK1420  ___________________________________________________________________
 DK1420  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK1420  DYNAMIC HT  -          65.378 (meters)     214.49  (feet)  COMP
 DK1420  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 DK1420
 DK1420  VERT ORDER  -  SECOND    CLASS 0
 DK1420
 DK1420.The horizontal coordinates were scaled from a topographic map and have
 DK1420.an estimated accuracy of +/- 6 seconds.
 DK1420
 DK1420.The orthometric height was determined by differential leveling
 DK1420.and adjusted by the National Geodetic Survey in June 1991..
 DK1420
 DK1420.The geoid height was determined by GEOID03.
 DK1420
 DK1420.The dynamic height is computed by dividing the NAVD 88
 DK1420.geopotential number by the normal gravity value computed on the
 DK1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1420.degrees latitude (g = 980.6199 gals.).
 DK1420
 DK1420.The modeled gravity was interpolated from observed gravity values.
 DK1420
 DK1420;                    North         East    Units  Estimated Accuracy
 DK1420;SPC AR S     -   504,040.      424,650.      MT  (+/- 180 meters Scaled)
 DK1420
 DK1420                          SUPERSEDED SURVEY CONTROL
 DK1420
 DK1420  NGVD 29 (??/??/??)   65.550  (m)          215.06   (f) ADJUSTED    2 0
 DK1420
 DK1420.Superseded values are not recommended for survey control.
 DK1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1420.See file dsdata.txt to determine how the superseded data were derived.
 DK1420
 DK1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT174190(NAD 83)
 DK1420_MARKER: DB = BENCH MARK DISK
 DK1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1420_STAMPING: B 83 1935
 DK1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1420+STABILITY: SURFACE MOTION
 DK1420
 DK1420  HISTORY     - Date     Condition        Report By
 DK1420  HISTORY     - 1935     MONUMENTED       CGS
 DK1420  HISTORY     - 20060224 MARK NOT FOUND   ARHD
 DK1420
 DK1420                          STATION DESCRIPTION
 DK1420
 DK1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1420'3.4 MI NW FROM DEANE.
 DK1420'3.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK1420'STATION AT DEANE, DREW COUNTY, 78 YARDS SOUTHEAST OF MILEPOST 441+20,
 DK1420'28 FEET SOUTH OF THE CENTER OF A DIRT-ROAD CROSSING, 47 FEET NORTHEAST
 DK1420'OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTHWEST OF THE NORTH CORNER
 DK1420'OF A FENCE, AND 12.4 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED B
 DK1420'83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK1420
 DK1420                          STATION RECOVERY (2006)
 DK1420
 DK1420'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DK1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0079 ***********************************************************************
 DL0079  DESIGNATION -  B 84
 DL0079  PID         -  DL0079
 DL0079  STATE/COUNTY-  AR/BRADLEY
 DL0079  USGS QUAD   -  BANKS (1985)
 DL0079
 DL0079                         *CURRENT SURVEY CONTROL
 DL0079  ___________________________________________________________________
 DL0079* NAD 83(1986)-  33 34 29.     (N)    092 16 07.     (W)     SCALED    
 DL0079* NAVD 88     -        62.330  (meters)     204.49   (feet)  ADJUSTED  
 DL0079  ___________________________________________________________________
 DL0079  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL0079  DYNAMIC HT  -          62.266 (meters)     204.28  (feet)  COMP
 DL0079  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 DL0079
 DL0079  VERT ORDER  -  SECOND    CLASS 0
 DL0079
 DL0079.The horizontal coordinates were scaled from a topographic map and have
 DL0079.an estimated accuracy of +/- 6 seconds.
 DL0079
 DL0079.The orthometric height was determined by differential leveling
 DL0079.and adjusted by the National Geodetic Survey in June 1991..
 DL0079
 DL0079.The geoid height was determined by GEOID03.
 DL0079
 DL0079.The dynamic height is computed by dividing the NAVD 88
 DL0079.geopotential number by the normal gravity value computed on the
 DL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0079.degrees latitude (g = 980.6199 gals.).
 DL0079
 DL0079.The modeled gravity was interpolated from observed gravity values.
 DL0079
 DL0079;                    North         East    Units  Estimated Accuracy
 DL0079;SPC AR S     -   500,750.      375,060.      MT  (+/- 180 meters Scaled)
 DL0079
 DL0079                          SUPERSEDED SURVEY CONTROL
 DL0079
 DL0079  NGVD 29 (??/??/92)   62.402  (m)          204.73   (f) ADJ UNCH    2 0
 DL0079
 DL0079.Superseded values are not recommended for survey control.
 DL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0079.See file dsdata.txt to determine how the superseded data were derived.
 DL0079
 DL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT678152(NAD 83)
 DL0079_MARKER: DB = BENCH MARK DISK
 DL0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0079_STAMPING: B 84 1935
 DL0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0079+STABILITY: SURFACE MOTION
 DL0079
 DL0079  HISTORY     - Date     Condition        Report By
 DL0079  HISTORY     - 1935     MONUMENTED       CGS
 DL0079  HISTORY     - 1958     MARK NOT FOUND   NGS
 DL0079  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL0079
 DL0079                          STATION DESCRIPTION
 DL0079
 DL0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DL0079'IN BANKS.
 DL0079'AT BANKS, BRADLEY COUNTY, 45 YARDS NORTH OF THE CHICAGO, ROCK ISLAND
 DL0079'AND PACIFIC RAILROAD STATION, 48 YARDS NORTHEAST OF MILEPOST 5+20 33
 DL0079'YARDS NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 33 FEET SOUTHEAST
 DL0079'OF THE CENTERLINE OF STATE HIGHWAY 4, 26.5 FEET NORTHEAST OF THE
 DL0079'CENTERLINE OF THE MAIN TRACK OF THE WARREN AND OUCHITA VALLEY RAILWAY,
 DL0079'AND 2.9 FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED B 84
 DL0079'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE
 DL0079'GROUND.  NOTE-- RAILROAD STATION MOVED.  PULP WOOD YARD AT THIS
 DL0079'LOCATION NOW.
 DL0079
 DL0079                          STATION RECOVERY (1973)
 DL0079
 DL0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DL0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1255 ***********************************************************************
 FF1255  DESIGNATION -  B 85
 FF1255  PID         -  FF1255
 FF1255  STATE/COUNTY-  AR/WOODRUFF
 FF1255  USGS QUAD   -  COTTON PLANT (1993)
 FF1255
 FF1255                         *CURRENT SURVEY CONTROL
 FF1255  ___________________________________________________________________
 FF1255* NAD 83(1986)-  35 04 14.     (N)    091 21 33.     (W)     SCALED    
 FF1255* NAVD 88     -        58.637  (meters)     192.38   (feet)  ADJUSTED  
 FF1255  ___________________________________________________________________
 FF1255  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FF1255  DYNAMIC HT  -          58.584 (meters)     192.20  (feet)  COMP
 FF1255  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 FF1255
 FF1255  VERT ORDER  -  SECOND    CLASS 0
 FF1255
 FF1255.The horizontal coordinates were scaled from a topographic map and have
 FF1255.an estimated accuracy of +/- 6 seconds.
 FF1255
 FF1255.The orthometric height was determined by differential leveling
 FF1255.and adjusted by the National Geodetic Survey in June 1991..
 FF1255
 FF1255.The geoid height was determined by GEOID03.
 FF1255
 FF1255.The dynamic height is computed by dividing the NAVD 88
 FF1255.geopotential number by the normal gravity value computed on the
 FF1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1255.degrees latitude (g = 980.6199 gals.).
 FF1255
 FF1255.The modeled gravity was interpolated from observed gravity values.
 FF1255
 FF1255;                    North         East    Units  Estimated Accuracy
 FF1255;SPC AR N     -    81,980.      458,450.      MT  (+/- 180 meters Scaled)
 FF1255
 FF1255                          SUPERSEDED SURVEY CONTROL
 FF1255
 FF1255  NGVD 29 (??/??/??)   58.611  (m)          192.29   (f) ADJUSTED    2 0
 FF1255
 FF1255.Superseded values are not recommended for survey control.
 FF1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1255.See file dsdata.txt to determine how the superseded data were derived.
 FF1255
 FF1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU496820(NAD 83)
 FF1255_MARKER: DB = BENCH MARK DISK
 FF1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1255_STAMPING: B 85 1935
 FF1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1255+STABILITY: SURFACE MOTION
 FF1255
 FF1255  HISTORY     - Date     Condition        Report By
 FF1255  HISTORY     - 1935     MONUMENTED       CGS
 FF1255  HISTORY     - 1967     MARK NOT FOUND   USGS
 FF1255
 FF1255                          STATION DESCRIPTION
 FF1255
 FF1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1255'0.3 MI SE FROM DIXIE.
 FF1255'ABOUT 0.3 MILE SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1255'RAILWAY FROM THE STATION AT DIXIE, WOODRUFF COUNTY, ABOUT 0.4
 FF1255'MILE SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 38, ABOUT 470
 FF1255'FEET NORTHWEST OF TRESTLE 298.6, ON AN ABANDONED ROAD FILL ACROSS
 FF1255'THE TRACK, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 FF1255'AND ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE TRACK.  A STANDARD
 FF1255'DISK, STAMPED B 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1255'NOTE-- GRADE HAS BEEN LEVELED.
 FF1255
 FF1255                          STATION RECOVERY (1967)
 FF1255
 FF1255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FF1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0595 ***********************************************************************
 FF0595  DESIGNATION -  B 86
 FF0595  PID         -  FF0595
 FF0595  STATE/COUNTY-  AR/CROSS
 FF0595  USGS QUAD   -  PARKIN (1993)
 FF0595
 FF0595                         *CURRENT SURVEY CONTROL
 FF0595  ___________________________________________________________________
 FF0595* NAD 83(1986)-  35 15 50.     (N)    090 33 08.     (W)     SCALED    
 FF0595* NAVD 88     -        67.849  (meters)     222.60   (feet)  POSTED    
 FF0595  ___________________________________________________________________
 FF0595  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0595  DYNAMIC HT  -          67.790 (meters)     222.41  (feet)  COMP
 FF0595  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 FF0595
 FF0595  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0595
 FF0595.The horizontal coordinates were scaled from a topographic map and have
 FF0595.an estimated accuracy of +/- 6 seconds.
 FF0595
 FF0595.The orthometric height was determined by differential leveling
 FF0595.and adjusted by the National Geodetic Survey in 1992..
 FF0595.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0595.rate of 1.1 thru 2.0 mm/km.
 FF0595
 FF0595.The geoid height was determined by GEOID03.
 FF0595
 FF0595.The dynamic height is computed by dividing the NAVD 88
 FF0595.geopotential number by the normal gravity value computed on the
 FF0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0595.degrees latitude (g = 980.6199 gals.).
 FF0595
 FF0595.The modeled gravity was interpolated from observed gravity values.
 FF0595
 FF0595;                    North         East    Units  Estimated Accuracy
 FF0595;SPC AR N     -   104,210.      531,730.      MT  (+/- 180 meters Scaled)
 FF0595
 FF0595                          SUPERSEDED SURVEY CONTROL
 FF0595
 FF0595  NGVD 29 (??/??/??)   67.839  (m)          222.57   (f) ADJUSTED    2 0
 FF0595
 FF0595.Superseded values are not recommended for survey control.
 FF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0595.See file dsdata.txt to determine how the superseded data were derived.
 FF0595
 FF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV226050(NAD 83)
 FF0595_MARKER: DB = BENCH MARK DISK
 FF0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0595_STAMPING: B 86 1935
 FF0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0595+STABILITY: SURFACE MOTION
 FF0595
 FF0595  HISTORY     - Date     Condition        Report By
 FF0595  HISTORY     - 1935     MONUMENTED       CGS
 FF0595  HISTORY     - 20030512 MARK NOT FOUND   USACE
 FF0595
 FF0595                          STATION DESCRIPTION
 FF0595
 FF0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0595'AT PARKIN.
 FF0595'AT PARKIN, CROSS COUNTY, ABOUT 115 FEET EAST OF THE SEMAPHORE AT
 FF0595'THE MISSOURI PACIFIC RAILROAD STATION, 14.5 FEET NORTH OF
 FF0595'THE CENTER LINE OF THE TRACK, AND 5.5 FEET SOUTH OF THE EDGE OF A
 FF0595'FILL.  A STANDARD DISK, STAMPED B 86 1935 AND SET IN THE TOP OF
 FF0595'A CONCRETE POST.
 FF0595
 FF0595                          STATION RECOVERY (2003)
 FF0595
 FF0595'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1400 ***********************************************************************
 FF1400  DESIGNATION -  B 87
 FF1400  PID         -  FF1400
 FF1400  STATE/COUNTY-  AR/WHITE
 FF1400  USGS QUAD   -  JASMINE (1994)
 FF1400
 FF1400                         *CURRENT SURVEY CONTROL
 FF1400  ___________________________________________________________________
 FF1400* NAD 83(1986)-  35 03 43.     (N)    091 34 55.     (W)     SCALED    
 FF1400* NAVD 88     -        61.437  (meters)     201.56   (feet)  ADJUSTED  
 FF1400  ___________________________________________________________________
 FF1400  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FF1400  DYNAMIC HT  -          61.380 (meters)     201.38  (feet)  COMP
 FF1400  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FF1400
 FF1400  VERT ORDER  -  FIRST     CLASS II
 FF1400
 FF1400.The horizontal coordinates were scaled from a topographic map and have
 FF1400.an estimated accuracy of +/- 6 seconds.
 FF1400
 FF1400.The orthometric height was determined by differential leveling
 FF1400.and adjusted by the National Geodetic Survey in June 1991..
 FF1400.WARNING-Repeat measurements at this control monument indicate possible
 FF1400.vertical movement.
 FF1400
 FF1400.The geoid height was determined by GEOID03.
 FF1400
 FF1400.The dynamic height is computed by dividing the NAVD 88
 FF1400.geopotential number by the normal gravity value computed on the
 FF1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1400.degrees latitude (g = 980.6199 gals.).
 FF1400
 FF1400.The modeled gravity was interpolated from observed gravity values.
 FF1400
 FF1400;                    North         East    Units  Estimated Accuracy
 FF1400;SPC AR N     -    80,910.      438,130.      MT  (+/- 180 meters Scaled)
 FF1400
 FF1400                          SUPERSEDED SURVEY CONTROL
 FF1400
 FF1400  NGVD 29 (??/??/??)   61.421  (m)          201.51   (f) ADJUSTED    1 2
 FF1400
 FF1400.Superseded values are not recommended for survey control.
 FF1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1400.See file dsdata.txt to determine how the superseded data were derived.
 FF1400
 FF1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU293808(NAD 83)
 FF1400_MARKER: DB = BENCH MARK DISK
 FF1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1400_STAMPING: B 87 1935
 FF1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1400+STABILITY: SURFACE MOTION
 FF1400
 FF1400  HISTORY     - Date     Condition        Report By
 FF1400  HISTORY     - 1935     MONUMENTED       CGS
 FF1400  HISTORY     - 1955     GOOD             CGS
 FF1400  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1400
 FF1400                          STATION DESCRIPTION
 FF1400
 FF1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1400'5.6 MI SE FROM GRIFFITHVILLE.
 FF1400'5.6 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1400'RAILROAD FROM THE STATION AT GRIFFITHVILLE, 0.4 MILE SOUTHEAST
 FF1400'OF THE STATION SIGN AT JASMINE, AT A DIRT ROAD CROSSING, 46.7
 FF1400'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 15 FEET SOUTHWEST OF THE
 FF1400'CENTER LINE OF A DIRT ROAD, 1.4 FEET NORTHEAST OF A FENCE, 2 FEET
 FF1400'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FF1400'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FF1400
 FF1400                          STATION RECOVERY (2003)
 FF1400
 FF1400'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0287 ***********************************************************************
 EK0287  DESIGNATION -  B 88
 EK0287  PID         -  EK0287
 EK0287  STATE/COUNTY-  AR/SEVIER
 EK0287  USGS QUAD   -  GENEVA (1966)
 EK0287
 EK0287                         *CURRENT SURVEY CONTROL
 EK0287  ___________________________________________________________________
 EK0287* NAD 83(1986)-  34 01 18.     (N)    094 11 11.     (W)     SCALED    
 EK0287* NAVD 88     -       112.499  (meters)     369.09   (feet)  ADJUSTED  
 EK0287  ___________________________________________________________________
 EK0287  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EK0287  DYNAMIC HT  -         112.384 (meters)     368.71  (feet)  COMP
 EK0287  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 EK0287
 EK0287  VERT ORDER  -  SECOND    CLASS 0
 EK0287
 EK0287.The horizontal coordinates were scaled from a topographic map and have
 EK0287.an estimated accuracy of +/- 6 seconds.
 EK0287
 EK0287.The orthometric height was determined by differential leveling
 EK0287.and adjusted by the National Geodetic Survey in June 1991..
 EK0287
 EK0287.The geoid height was determined by GEOID03.
 EK0287
 EK0287.The dynamic height is computed by dividing the NAVD 88
 EK0287.geopotential number by the normal gravity value computed on the
 EK0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0287.degrees latitude (g = 980.6199 gals.).
 EK0287
 EK0287.The modeled gravity was interpolated from observed gravity values.
 EK0287
 EK0287;                    North         East    Units  Estimated Accuracy
 EK0287;SPC AR S     -   552,440.      198,090.      MT  (+/- 180 meters Scaled)
 EK0287
 EK0287                          SUPERSEDED SURVEY CONTROL
 EK0287
 EK0287  NGVD 29 (??/??/92)  112.48   (m)          369.0    (f) COMPUTED    2 0
 EK0287
 EK0287.Superseded values are not recommended for survey control.
 EK0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0287.See file dsdata.txt to determine how the superseded data were derived.
 EK0287
 EK0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT904651(NAD 83)
 EK0287_MARKER: DB = BENCH MARK DISK
 EK0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0287_STAMPING: B-88 1935
 EK0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0287+STABILITY: SURFACE MOTION
 EK0287
 EK0287  HISTORY     - Date     Condition        Report By
 EK0287  HISTORY     - 1935     MONUMENTED       CGS
 EK0287
 EK0287                          STATION DESCRIPTION
 EK0287
 EK0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0287'4.2 MI N FROM LOCKESBURG.
 EK0287'4.2 MILES NORTH OF, ALONG LOCKESBURG ROAD, FROM DEPOT.  ABOUT
 EK0287'.1 MILE SOUTHEAST OF BRIDGE OVER SYCAMORE CREEK, 195 FEET
 EK0287'NORTHWEST OF CONCRETE BOX-CULVERT IN HIGHWAY, 46.6 FEET NORTHEAST
 EK0287'OF HIGHWAY CENTERLINE, 30.5 FEET SOUTH OF CENTER OF GATE TO
 EK0287'M.C. LYNCHS FARMHOUSE, 1 FT. WEST OF PROPERTY-LINE FENCE.  TABLET
 EK0287'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0288 ***********************************************************************
 EK0288  DESIGNATION -  B 88 RESET
 EK0288  PID         -  EK0288
 EK0288  STATE/COUNTY-  AR/SEVIER
 EK0288  USGS QUAD   -  GENEVA (1966)
 EK0288
 EK0288                         *CURRENT SURVEY CONTROL
 EK0288  ___________________________________________________________________
 EK0288* NAD 83(1986)-  34 01 18.     (N)    094 11 11.     (W)     SCALED    
 EK0288* NAVD 88     -       113.286  (meters)     371.67   (feet)  ADJUSTED  
 EK0288  ___________________________________________________________________
 EK0288  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EK0288  DYNAMIC HT  -         113.171 (meters)     371.30  (feet)  COMP
 EK0288  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 EK0288
 EK0288  VERT ORDER  -  SECOND    CLASS 0
 EK0288
 EK0288.The horizontal coordinates were scaled from a topographic map and have
 EK0288.an estimated accuracy of +/- 6 seconds.
 EK0288
 EK0288.The orthometric height was determined by differential leveling
 EK0288.and adjusted by the National Geodetic Survey in June 1991..
 EK0288
 EK0288.The geoid height was determined by GEOID03.
 EK0288
 EK0288.The dynamic height is computed by dividing the NAVD 88
 EK0288.geopotential number by the normal gravity value computed on the
 EK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0288.degrees latitude (g = 980.6199 gals.).
 EK0288
 EK0288.The modeled gravity was interpolated from observed gravity values.
 EK0288
 EK0288;                    North         East    Units  Estimated Accuracy
 EK0288;SPC AR S     -   552,440.      198,090.      MT  (+/- 180 meters Scaled)
 EK0288
 EK0288                          SUPERSEDED SURVEY CONTROL
 EK0288
 EK0288  NGVD 29 (??/??/92)  113.253  (m)          371.56   (f) ADJ UNCH    2 0
 EK0288
 EK0288.Superseded values are not recommended for survey control.
 EK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0288.See file dsdata.txt to determine how the superseded data were derived.
 EK0288
 EK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT904651(NAD 83)
 EK0288_MARKER: DB = BENCH MARK DISK
 EK0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0288_STAMPING: B-88 RESET 1937
 EK0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0288+STABILITY: SURFACE MOTION
 EK0288
 EK0288  HISTORY     - Date     Condition        Report By
 EK0288  HISTORY     - 1937     MONUMENTED       CGS
 EK0288  HISTORY     - 1939     GOOD             NGS
 EK0288  HISTORY     - 1962     GOOD             NGS
 EK0288
 EK0288                          STATION DESCRIPTION
 EK0288
 EK0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EK0288'4.2 MI N FROM LOCKESBURG.
 EK0288'4.2 MILES NORTH OF, ALONG U.S. HWY. 71 FROM DEPOT.  ABOUT 0.1
 EK0288'MILE SOUTHEAST OF CONCRETE BRIDGE OVER SYCAMORE CREEK, ABOUT
 EK0288'100 FEET EAST OF CENTERLINE OF U.S. HWY 71, 195 FEET NORTHEAST
 EK0288'OF CONCRETE BOX CULVERT UNDER HIGHWAY, 60.7 FEET SOUTH OF CENTER
 EK0288'OF GATE TO M.C. LYNCHS FARM YARD, 2.8 FEET WEST OF PROPETY-LINE
 EK0288'FENCE.  STANDARD DISK SET IN A PRECAST CONCRETE POST.
 EK0288
 EK0288                          STATION RECOVERY (1962)
 EK0288
 EK0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0213 ***********************************************************************
 EK0213  DESIGNATION -  B 89
 EK0213  PID         -  EK0213
 EK0213  STATE/COUNTY-  AR/POLK
 EK0213  USGS QUAD   -  UMPIRE (1986)
 EK0213
 EK0213                         *CURRENT SURVEY CONTROL
 EK0213  ___________________________________________________________________
 EK0213* NAD 83(1986)-  34 21 36.     (N)    094 04 07.     (W)     SCALED    
 EK0213* NAVD 88     -       298.320  (meters)     978.74   (feet)  ADJUSTED  
 EK0213  ___________________________________________________________________
 EK0213  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EK0213  DYNAMIC HT  -         298.010 (meters)     977.72  (feet)  COMP
 EK0213  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 EK0213
 EK0213  VERT ORDER  -  SECOND    CLASS 0
 EK0213
 EK0213.The horizontal coordinates were scaled from a topographic map and have
 EK0213.an estimated accuracy of +/- 6 seconds.
 EK0213
 EK0213.The orthometric height was determined by differential leveling
 EK0213.and adjusted by the National Geodetic Survey in June 1991..
 EK0213
 EK0213.The geoid height was determined by GEOID03.
 EK0213
 EK0213.The dynamic height is computed by dividing the NAVD 88
 EK0213.geopotential number by the normal gravity value computed on the
 EK0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0213.degrees latitude (g = 980.6199 gals.).
 EK0213
 EK0213.The modeled gravity was interpolated from observed gravity values.
 EK0213
 EK0213;                    North         East    Units  Estimated Accuracy
 EK0213;SPC AR S     -   589,740.      209,730.      MT  (+/- 180 meters Scaled)
 EK0213
 EK0213                          SUPERSEDED SURVEY CONTROL
 EK0213
 EK0213  NGVD 29 (??/??/92)  298.263  (m)          978.55   (f) ADJ UNCH    2 0
 EK0213
 EK0213.Superseded values are not recommended for survey control.
 EK0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0213.See file dsdata.txt to determine how the superseded data were derived.
 EK0213
 EK0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU017025(NAD 83)
 EK0213_MARKER: DB = BENCH MARK DISK
 EK0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0213_STAMPING: B-89 1935
 EK0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0213+STABILITY: SURFACE MOTION
 EK0213
 EK0213  HISTORY     - Date     Condition        Report By
 EK0213  HISTORY     - 1935     MONUMENTED       CGS
 EK0213  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0213  HISTORY     - 1983     MARK NOT FOUND   USGS
 EK0213
 EK0213                          STATION DESCRIPTION
 EK0213
 EK0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0213'7 MI NW FROM ATHENS.
 EK0213'7.0 MILES NORTHEAST OF, ALONG ATHENS-HARTLEY ROAD, FROM ATHENS
 EK0213'SCHOOL HOUSE.  70 FEET NORTHEAST OF FORD OF THE HARRIS CREEK
 EK0213'AND ABANDONED RAILROAD ON THE WEST BANK, 35.5 FEET SOUTHWEST OF
 EK0213'A BLAZED PINE TREE 1 FT. IN DIAMETER, 22 FEET SOUTHEAST OF ROAD
 EK0213'CENTERLINE, TABLET SET IN TOP OF A PRECAST CONCRETE POST.
 EK0213
 EK0213                          STATION RECOVERY (1961)
 EK0213
 EK0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0213'MARK NOT FOUND.
 EK0213
 EK0213                          STATION RECOVERY (1983)
 EK0213
 EK0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EK0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0956 ***********************************************************************
 FF0956  DESIGNATION -  B 9
 FF0956  PID         -  FF0956
 FF0956  STATE/COUNTY-  AR/JACKSON
 FF0956  USGS QUAD   -  NEWPORT (1981)
 FF0956
 FF0956                         *CURRENT SURVEY CONTROL
 FF0956  ___________________________________________________________________
 FF0956* NAD 83(1986)-  35 36 22.     (N)    091 16 59.     (W)     SCALED    
 FF0956* NAVD 88     -        71.636  (meters)     235.03   (feet)  ADJUSTED  
 FF0956  ___________________________________________________________________
 FF0956  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF0956  DYNAMIC HT  -          71.575 (meters)     234.83  (feet)  COMP
 FF0956  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 FF0956
 FF0956  VERT ORDER  -  FIRST     CLASS II
 FF0956
 FF0956.The horizontal coordinates were scaled from a topographic map and have
 FF0956.an estimated accuracy of +/- 6 seconds.
 FF0956
 FF0956.The orthometric height was determined by differential leveling
 FF0956.and adjusted by the National Geodetic Survey in June 1991..
 FF0956
 FF0956.The geoid height was determined by GEOID03.
 FF0956
 FF0956.The dynamic height is computed by dividing the NAVD 88
 FF0956.geopotential number by the normal gravity value computed on the
 FF0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0956.degrees latitude (g = 980.6199 gals.).
 FF0956
 FF0956.The modeled gravity was interpolated from observed gravity values.
 FF0956
 FF0956;                    North         East    Units  Estimated Accuracy
 FF0956;SPC AR N     -   141,440.      464,960.      MT  (+/- 180 meters Scaled)
 FF0956
 FF0956                          SUPERSEDED SURVEY CONTROL
 FF0956
 FF0956  NGVD 29 (??/??/??)   71.572  (m)          234.82   (f) ADJUSTED    1 2
 FF0956
 FF0956.Superseded values are not recommended for survey control.
 FF0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0956.See file dsdata.txt to determine how the superseded data were derived.
 FF0956
 FF0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV555416(NAD 83)
 FF0956_MARKER: DB = BENCH MARK DISK
 FF0956_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0956_SP_SET: BUILDING
 FF0956_STAMPING: 234.816 B 9 1931
 FF0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0956+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 FF0956
 FF0956  HISTORY     - Date     Condition        Report By
 FF0956  HISTORY     - 1931     MONUMENTED       CGS
 FF0956  HISTORY     - 1973     MARK NOT FOUND   USGS
 FF0956  HISTORY     - 1987     GOOD             USPSQD
 FF0956  HISTORY     - 20020921 GOOD             USACE
 FF0956  HISTORY     - 20030514 GOOD             JCLS
 FF0956  HISTORY     - 20060926 GOOD             JCLS
 FF0956
 FF0956                          STATION DESCRIPTION
 FF0956
 FF0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0956'AT NEWPORT.
 FF0956'AT NEWPORT, JACKSON COUNTY, IN THE FRONT OR NORTHWEST WALL OF
 FF0956'THE MISSOURI PACIFIC RAILROAD STATION, 2 FEET NORTHEAST OF THE
 FF0956'CORNER NEAR THE DOOR TO THE TRAINMENS ROOM, AND ABOUT 5 FEET
 FF0956'HIGHER THAN THE PLATFORM.  A STANDARD DISK, STAMPED 234.816 B
 FF0956'9 1931 AND SET VERTICALLY.
 FF0956
 FF0956                          STATION RECOVERY (1973)
 FF0956
 FF0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FF0956'MARK NOT FOUND.
 FF0956
 FF0956                          STATION RECOVERY (1987)
 FF0956
 FF0956'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FF0956'RECOVERED IN GOOD CONDITION.
 FF0956
 FF0956                          STATION RECOVERY (2002)
 FF0956
 FF0956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0956'RECOVERED IN GOOD CONDITION.
 FF0956
 FF0956                          STATION RECOVERY (2003)
 FF0956
 FF0956'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 FF0956'RECOVERED IN GOOD CONDITION.
 FF0956
 FF0956                          STATION RECOVERY (2006)
 FF0956
 FF0956'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FF0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1545 ***********************************************************************
 FF1545  DESIGNATION -  B 9
 FF1545  PID         -  FF1545
 FF1545  STATE/COUNTY-  AR/CLEBURNE
 FF1545  USGS QUAD   -  DRASCO (1973)
 FF1545
 FF1545                         *CURRENT SURVEY CONTROL
 FF1545  ___________________________________________________________________
 FF1545* NAD 83(1986)-  35 39 54.     (N)    091 54 54.     (W)     SCALED    
 FF1545* NAVD 88     -       324.380  (meters)    1064.24   (feet)  ADJUSTED  
 FF1545  ___________________________________________________________________
 FF1545  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1545  DYNAMIC HT  -         324.085 (meters)    1063.27  (feet)  COMP
 FF1545  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 FF1545
 FF1545  VERT ORDER  -  SECOND    CLASS 0
 FF1545
 FF1545.The horizontal coordinates were scaled from a topographic map and have
 FF1545.an estimated accuracy of +/- 6 seconds.
 FF1545
 FF1545.The orthometric height was determined by differential leveling
 FF1545.and adjusted by the National Geodetic Survey in June 1991..
 FF1545
 FF1545.The geoid height was determined by GEOID03.
 FF1545
 FF1545.The dynamic height is computed by dividing the NAVD 88
 FF1545.geopotential number by the normal gravity value computed on the
 FF1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1545.degrees latitude (g = 980.6199 gals.).
 FF1545
 FF1545.The modeled gravity was interpolated from observed gravity values.
 FF1545
 FF1545;                    North         East    Units  Estimated Accuracy
 FF1545;SPC AR N     -   147,740.      407,700.      MT  (+/- 180 meters Scaled)
 FF1545
 FF1545                          SUPERSEDED SURVEY CONTROL
 FF1545
 FF1545  NGVD 29 (??/??/??)  324.301  (m)         1063.98   (f) ADJUSTED    2 0
 FF1545
 FF1545.Superseded values are not recommended for survey control.
 FF1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1545.See file dsdata.txt to determine how the superseded data were derived.
 FF1545
 FF1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV982473(NAD 83)
 FF1545_MARKER: DB = BENCH MARK DISK
 FF1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1545_STAMPING: B 9 1934
 FF1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1545+STABILITY: SURFACE MOTION
 FF1545
 FF1545  HISTORY     - Date     Condition        Report By
 FF1545  HISTORY     - 1934     MONUMENTED       ARGS
 FF1545  HISTORY     - 1940     GOOD             CGS
 FF1545
 FF1545                          STATION DESCRIPTION
 FF1545
 FF1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FF1545'3.3 MI NE FROM DRASCO.
 FF1545'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1545'AT DRASCO, ABOUT 140 FEET SOUTHWEST OF THE EAST HEADWALL OF A
 FF1545'2.5-FOOT PIPE CULVERT, 30 FEET SOUTHEAST OF THE CENTER OF THE
 FF1545'INTERSECTION WITH THE ROAD LEADING SOUTHEAST TO THE POST OFFICE AT
 FF1545'WOLF BAYOU, 27 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND
 FF1545'27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 FF1545'STANDARD DISK, STAMPED B 9 1934 AND SET IN THE TOP OF A CONCRETE
 FF1545'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0030 ***********************************************************************
 DL0030  DESIGNATION -  B 91
 DL0030  PID         -  DL0030
 DL0030  STATE/COUNTY-  AR/CALHOUN
 DL0030  USGS QUAD   -  HAMPTON (1985)
 DL0030
 DL0030                         *CURRENT SURVEY CONTROL
 DL0030  ___________________________________________________________________
 DL0030* NAD 83(1986)-  33 30 16.     (N)    092 24 10.     (W)     SCALED    
 DL0030* NAVD 88     -        61.443  (meters)     201.58   (feet)  ADJUSTED  
 DL0030  ___________________________________________________________________
 DL0030  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0030  DYNAMIC HT  -          61.379 (meters)     201.37  (feet)  COMP
 DL0030  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 DL0030
 DL0030  VERT ORDER  -  SECOND    CLASS 0
 DL0030
 DL0030.The horizontal coordinates were scaled from a topographic map and have
 DL0030.an estimated accuracy of +/- 6 seconds.
 DL0030
 DL0030.The orthometric height was determined by differential leveling
 DL0030.and adjusted by the National Geodetic Survey in June 1991..
 DL0030
 DL0030.The geoid height was determined by GEOID03.
 DL0030
 DL0030.The dynamic height is computed by dividing the NAVD 88
 DL0030.geopotential number by the normal gravity value computed on the
 DL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0030.degrees latitude (g = 980.6199 gals.).
 DL0030
 DL0030.The modeled gravity was interpolated from observed gravity values.
 DL0030
 DL0030;                    North         East    Units  Estimated Accuracy
 DL0030;SPC AR S     -   492,990.      362,580.      MT  (+/- 180 meters Scaled)
 DL0030
 DL0030                          SUPERSEDED SURVEY CONTROL
 DL0030
 DL0030  NGVD 29 (??/??/92)   61.49   (m)          201.7    (f) COMPUTED    2 0
 DL0030
 DL0030.Superseded values are not recommended for survey control.
 DL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0030.See file dsdata.txt to determine how the superseded data were derived.
 DL0030
 DL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT554073(NAD 83)
 DL0030_MARKER: DB = BENCH MARK DISK
 DL0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0030_STAMPING: B-91 1935
 DL0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0030+STABILITY: SURFACE MOTION
 DL0030
 DL0030  HISTORY     - Date     Condition        Report By
 DL0030  HISTORY     - 1935     MONUMENTED       CGS
 DL0030  HISTORY     - 1964     GOOD             NGS
 DL0030
 DL0030                          STATION DESCRIPTION
 DL0030
 DL0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0030'0.5 MI S FROM HARRELL.
 DL0030'0.5 MILE SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT .1 MILE
 DL0030'SOUTH OF RAILWAY TRESTLE NO. 737.  94 FEET SOUTHEAST OF TELEPHONE POLE
 DL0030'73-27.  72.7 FEET NORTHEAST OF CENTERLINE OF RAILROAD CROSSING. 48.3
 DL0030'FEET EAST OF CENTERLINE OF CHICAGO ROCK ISLAND AND PACIFIC R.R. 15.5
 DL0030'FEET NORTH OF SOUTHWEST CORNER OF FIELD FENCE. 1.4 FT. WEST OF FENCE
 DL0030'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 DL0030
 DL0030                          STATION RECOVERY (1964)
 DL0030
 DL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0158 ***********************************************************************
 DL0158  DESIGNATION -  B 92
 DL0158  PID         -  DL0158
 DL0158  STATE/COUNTY-  AR/BRADLEY
 DL0158  USGS QUAD   -  HERMITAGE (1985)
 DL0158
 DL0158                         *CURRENT SURVEY CONTROL
 DL0158  ___________________________________________________________________
 DL0158* NAD 83(1986)-  33 24 48.     (N)    092 10 15.     (W)     SCALED    
 DL0158* NAVD 88     -        36.908  (meters)     121.09   (feet)  ADJUSTED  
 DL0158  ___________________________________________________________________
 DL0158  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DL0158  DYNAMIC HT  -          36.870 (meters)     120.96  (feet)  COMP
 DL0158  MODELED GRAV-     979,589.2   (mgal)                       NAVD 88
 DL0158
 DL0158  VERT ORDER  -  SECOND    CLASS 0
 DL0158
 DL0158.The horizontal coordinates were scaled from a topographic map and have
 DL0158.an estimated accuracy of +/- 6 seconds.
 DL0158
 DL0158.The orthometric height was determined by differential leveling
 DL0158.and adjusted by the National Geodetic Survey in June 1991..
 DL0158
 DL0158.The geoid height was determined by GEOID03.
 DL0158
 DL0158.The dynamic height is computed by dividing the NAVD 88
 DL0158.geopotential number by the normal gravity value computed on the
 DL0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0158.degrees latitude (g = 980.6199 gals.).
 DL0158
 DL0158.The modeled gravity was interpolated from observed gravity values.
 DL0158
 DL0158;                    North         East    Units  Estimated Accuracy
 DL0158;SPC AR S     -   482,830.      384,110.      MT  (+/- 180 meters Scaled)
 DL0158
 DL0158                          SUPERSEDED SURVEY CONTROL
 DL0158
 DL0158  NGVD 29 (??/??/92)   36.983  (m)          121.34   (f) ADJ UNCH    2 0
 DL0158
 DL0158.Superseded values are not recommended for survey control.
 DL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0158.See file dsdata.txt to determine how the superseded data were derived.
 DL0158
 DL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS770974(NAD 83)
 DL0158_MARKER: DB = BENCH MARK DISK
 DL0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0158_STAMPING: B 92 1935
 DL0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0158+STABILITY: SURFACE MOTION
 DL0158
 DL0158  HISTORY     - Date     Condition        Report By
 DL0158  HISTORY     - 1935     MONUMENTED       CGS
 DL0158  HISTORY     - 1964     GOOD             NGS
 DL0158
 DL0158                          STATION DESCRIPTION
 DL0158
 DL0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0158'2.4 MI S FROM HERMITAGE.
 DL0158'2.4 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DL0158'FROM THE STATION AT HERMITAGE BRADLEY COUNTY, 0.2 MILE SOUTH OF A
 DL0158'TRESTLE OVER GRASSY POND, 0.1 MILE NORTH OF A ROAD CROSSING, 39 FEET
 DL0158'WEST OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET WEST OF POLE 18+21 A
 DL0158'STANDARD DISK, STAMPED B 92 1935 AND SET IN THE TOP OF A CONCRETE
 DL0158'POST.  NOTE-- 7 FEET EAST OF CENTERLINE OF A TRACK ROAD AND ABOUT 8
 DL0158'FEET LOWER THAN THE TRACKS.
 DL0158
 DL0158                          STATION RECOVERY (1964)
 DL0158
 DL0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1265 ***********************************************************************
 FG1265  DESIGNATION -  B 93
 FG1265  PID         -  FG1265
 FG1265  STATE/COUNTY-  AR/JOHNSON
 FG1265  USGS QUAD   -  COAL HILL (1993)
 FG1265
 FG1265                         *CURRENT SURVEY CONTROL
 FG1265  ___________________________________________________________________
 FG1265* NAD 83(1986)-  35 29 10.     (N)    093 39 22.     (W)     SCALED    
 FG1265* NAVD 88     -       151.081  (meters)     495.67   (feet)  ADJUSTED  
 FG1265  ___________________________________________________________________
 FG1265  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FG1265  DYNAMIC HT  -         150.941 (meters)     495.21  (feet)  COMP
 FG1265  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 FG1265
 FG1265  VERT ORDER  -  SECOND    CLASS 0
 FG1265
 FG1265.The horizontal coordinates were scaled from a topographic map and have
 FG1265.an estimated accuracy of +/- 6 seconds.
 FG1265
 FG1265.The orthometric height was determined by differential leveling
 FG1265.and adjusted by the National Geodetic Survey in June 1991..
 FG1265
 FG1265.The geoid height was determined by GEOID03.
 FG1265
 FG1265.The dynamic height is computed by dividing the NAVD 88
 FG1265.geopotential number by the normal gravity value computed on the
 FG1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1265.degrees latitude (g = 980.6199 gals.).
 FG1265
 FG1265.The modeled gravity was interpolated from observed gravity values.
 FG1265
 FG1265;                    North         East    Units  Estimated Accuracy
 FG1265;SPC AR N     -   129,150.      249,730.      MT  (+/- 180 meters Scaled)
 FG1265
 FG1265                          SUPERSEDED SURVEY CONTROL
 FG1265
 FG1265  NGVD 29 (??/??/92)  151.039  (m)          495.53   (f) ADJ UNCH    2 0
 FG1265
 FG1265.Superseded values are not recommended for survey control.
 FG1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1265.See file dsdata.txt to determine how the superseded data were derived.
 FG1265
 FG1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV404271(NAD 83)
 FG1265_MARKER: DB = BENCH MARK DISK
 FG1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1265_STAMPING: B 93 1935
 FG1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1265+STABILITY: SURFACE MOTION
 FG1265
 FG1265  HISTORY     - Date     Condition        Report By
 FG1265  HISTORY     - 1935     MONUMENTED       CGS
 FG1265  HISTORY     - 1984     GOOD             NGS
 FG1265
 FG1265                          STATION DESCRIPTION
 FG1265
 FG1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1265'3.4 MI S FROM HUNT.
 FG1265'3.4 MILES SOUTH ALONG THE COAL HILL-HUNT ROAD FROM THE WALTER TEMPLE
 FG1265'HOME AT HUNT, JOHNSON COUNTY, 130 FEET SOUTHEAST OF THE T. H. HIGHFILL
 FG1265'FARMHOUSE, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 38 FEET
 FG1265'NORTHEAST OF A 16-INCH OAK TREE, AND 2 FEET NORTHWEST OF A FENCE. A
 FG1265'STANDARD DISK, STAMPED B 93 1935 AND SET IN THE TOP OF A CONCRETE
 FG1265'POST.
 FG1265
 FG1265                          STATION RECOVERY (1984)
 FG1265
 FG1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1403 ***********************************************************************
 FG1403  DESIGNATION -  B 94
 FG1403  PID         -  FG1403
 FG1403  STATE/COUNTY-  AR/FRANKLIN
 FG1403  USGS QUAD   -  WATALULA (1973)
 FG1403
 FG1403                         *CURRENT SURVEY CONTROL
 FG1403  ___________________________________________________________________
 FG1403* NAD 83(1986)-  35 32 05.     (N)    093 46 15.     (W)     SCALED    
 FG1403* NAVD 88     -       248.381  (meters)     814.90   (feet)  ADJUSTED  
 FG1403  ___________________________________________________________________
 FG1403  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 FG1403  DYNAMIC HT  -         248.150 (meters)     814.14  (feet)  COMP
 FG1403  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FG1403
 FG1403  VERT ORDER  -  SECOND    CLASS 0
 FG1403
 FG1403.The horizontal coordinates were scaled from a topographic map and have
 FG1403.an estimated accuracy of +/- 6 seconds.
 FG1403
 FG1403.The orthometric height was determined by differential leveling
 FG1403.and adjusted by the National Geodetic Survey in June 1991..
 FG1403
 FG1403.The geoid height was determined by GEOID03.
 FG1403
 FG1403.The dynamic height is computed by dividing the NAVD 88
 FG1403.geopotential number by the normal gravity value computed on the
 FG1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1403.degrees latitude (g = 980.6199 gals.).
 FG1403
 FG1403.The modeled gravity was interpolated from observed gravity values.
 FG1403
 FG1403;                    North         East    Units  Estimated Accuracy
 FG1403;SPC AR N     -   134,730.      239,420.      MT  (+/- 180 meters Scaled)
 FG1403
 FG1403                          SUPERSEDED SURVEY CONTROL
 FG1403
 FG1403  NGVD 29 (??/??/92)  248.328  (m)          814.72   (f) ADJ UNCH    2 0
 FG1403
 FG1403.Superseded values are not recommended for survey control.
 FG1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1403.See file dsdata.txt to determine how the superseded data were derived.
 FG1403
 FG1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV301326(NAD 83)
 FG1403_MARKER: DB = BENCH MARK DISK
 FG1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1403_STAMPING: B 94 1935
 FG1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1403+STABILITY: SURFACE MOTION
 FG1403
 FG1403  HISTORY     - Date     Condition        Report By
 FG1403  HISTORY     - 1935     MONUMENTED       CGS
 FG1403  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1403
 FG1403                          STATION DESCRIPTION
 FG1403
 FG1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1403'5.6 MI NE FROM OZARK.
 FG1403'5.6 MILES NORTHEAST ALONG THE HUNT ROAD FROM THE COURTHOUSE AT OZARK,
 FG1403'FRANKLIN COUNTY, AT THE JUNCTION OF WIRE ROAD, 117 FEET SOUTHWEST OF
 FG1403'THE SOUTHEAST CORNER OF THE G. B. ENSLEY STORE, 98 FEET SOUTHEAST OF
 FG1403'THE JUNCTION, 25 FEET SOUTHWEST OF THE CENTERLINE OF WIRE ROAD, 4 FEET
 FG1403'NORTHWEST OF THE NORTHWEST END OF A GATE, AND 1 FOOT SOUTHWEST OF A
 FG1403'FENCE.  A STANDARD DISK, STAMPED B 94 1935 AND SET IN THE TOP OF A
 FG1403'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1482 ***********************************************************************
 FG1482  DESIGNATION -  B 95
 FG1482  PID         -  FG1482
 FG1482  STATE/COUNTY-  AR/JOHNSON
 FG1482  USGS QUAD   -  HUNT (1963)
 FG1482
 FG1482                         *CURRENT SURVEY CONTROL
 FG1482  ___________________________________________________________________
 FG1482* NAD 83(1986)-  35 35 43.     (N)    093 38 43.     (W)     SCALED    
 FG1482* NAVD 88     -       564.482  (meters)    1851.97   (feet)  ADJUSTED  
 FG1482  ___________________________________________________________________
 FG1482  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FG1482  DYNAMIC HT  -         563.936 (meters)    1850.18  (feet)  COMP
 FG1482  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FG1482
 FG1482  VERT ORDER  -  SECOND    CLASS 0
 FG1482
 FG1482.The horizontal coordinates were scaled from a topographic map and have
 FG1482.an estimated accuracy of +/- 6 seconds.
 FG1482
 FG1482.The orthometric height was determined by differential leveling
 FG1482.and adjusted by the National Geodetic Survey in June 1991..
 FG1482
 FG1482.The geoid height was determined by GEOID03.
 FG1482
 FG1482.The dynamic height is computed by dividing the NAVD 88
 FG1482.geopotential number by the normal gravity value computed on the
 FG1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1482.degrees latitude (g = 980.6199 gals.).
 FG1482
 FG1482.The modeled gravity was interpolated from observed gravity values.
 FG1482
 FG1482;                    North         East    Units  Estimated Accuracy
 FG1482;SPC AR N     -   141,250.      250,920.      MT  (+/- 180 meters Scaled)
 FG1482
 FG1482                          SUPERSEDED SURVEY CONTROL
 FG1482
 FG1482  NGVD 29 (??/??/92)  564.424  (m)         1851.78   (f) ADJ UNCH    2 0
 FG1482
 FG1482.Superseded values are not recommended for survey control.
 FG1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1482.See file dsdata.txt to determine how the superseded data were derived.
 FG1482
 FG1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV415392(NAD 83)
 FG1482_MARKER: DB = BENCH MARK DISK
 FG1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1482_STAMPING: B 95 1935
 FG1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1482+STABILITY: SURFACE MOTION
 FG1482
 FG1482  HISTORY     - Date     Condition        Report By
 FG1482  HISTORY     - 1935     MONUMENTED       CGS
 FG1482
 FG1482                          STATION DESCRIPTION
 FG1482
 FG1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1482'5.4 MI N FROM HUNT.
 FG1482'5.4 MILES NORTH ALONG THE HUNT-BATSON ROAD FROM THE WALTER TEMPLE HOME
 FG1482'AT HUNT, JOHNSON COUNTY, AT THE TOP OF GRASSY POINT MOUNTAIN, 140 FEET
 FG1482'NORTH OF A ROCKY LEDGE, 24 FEET EAST OF THE CENTERLINE OF THE ROAD, 29
 FG1482'FEET EAST OF AN 18-INCH DEAD OAK TREE, AND 4 FEET WEST OF AN 8-INCH
 FG1482'HICKORY TREE.  A STANDARD DISK, STAMPED B 95 1935 AND SET IN THE TOP
 FG1482'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0381 ***********************************************************************
 EJ0381  DESIGNATION -  B 96
 EJ0381  PID         -  EJ0381
 EJ0381  STATE/COUNTY-  AR/SALINE
 EJ0381  USGS QUAD   -  BRYANT (1987)
 EJ0381
 EJ0381                         *CURRENT SURVEY CONTROL
 EJ0381  ___________________________________________________________________
 EJ0381* NAD 83(1986)-  34 31 29.     (N)    092 24 14.     (W)     SCALED    
 EJ0381* NAVD 88     -       105.216  (meters)     345.20   (feet)  ADJUSTED  
 EJ0381  ___________________________________________________________________
 EJ0381  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EJ0381  DYNAMIC HT  -         105.116 (meters)     344.87  (feet)  COMP
 EJ0381  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 EJ0381
 EJ0381  VERT ORDER  -  SECOND    CLASS 0
 EJ0381
 EJ0381.The horizontal coordinates were scaled from a topographic map and have
 EJ0381.an estimated accuracy of +/- 6 seconds.
 EJ0381
 EJ0381.The orthometric height was determined by differential leveling
 EJ0381.and adjusted by the National Geodetic Survey in June 1991..
 EJ0381
 EJ0381.The geoid height was determined by GEOID03.
 EJ0381
 EJ0381.The dynamic height is computed by dividing the NAVD 88
 EJ0381.geopotential number by the normal gravity value computed on the
 EJ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0381.degrees latitude (g = 980.6199 gals.).
 EJ0381
 EJ0381.The modeled gravity was interpolated from observed gravity values.
 EJ0381
 EJ0381;                    North         East    Units  Estimated Accuracy
 EJ0381;SPC AR S     -   606,160.      362,920.      MT  (+/- 180 meters Scaled)
 EJ0381
 EJ0381                          SUPERSEDED SURVEY CONTROL
 EJ0381
 EJ0381  NGVD 29 (??/??/92)  105.261  (m)          345.34   (f) ADJ UNCH    2 0
 EJ0381
 EJ0381.Superseded values are not recommended for survey control.
 EJ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0381.See file dsdata.txt to determine how the superseded data were derived.
 EJ0381
 EJ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU547205(NAD 83)
 EJ0381_MARKER: DB = BENCH MARK DISK
 EJ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0381_STAMPING: B 96 1935
 EJ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0381+STABILITY: SURFACE MOTION
 EJ0381
 EJ0381  HISTORY     - Date     Condition        Report By
 EJ0381  HISTORY     - 1935     MONUMENTED       CGS
 EJ0381  HISTORY     - 19841203 MARK NOT FOUND   USGS
 EJ0381  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0381  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0381
 EJ0381                          STATION DESCRIPTION
 EJ0381
 EJ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0381'14.2 MI S FROM LITTLE ROCK.
 EJ0381'IN SALINE COUNTY, 14.2 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE
 EJ0381'BIDDLE SHOPS OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT
 EJ0381'LITTLE ROCK, PULASKI COUNTY, 4.3 MILES WEST ALONG THE BENTON ROAD, 350
 EJ0381'FEET EAST OF THE DR. WRIGHT HOUSE AT THE TOP OF A HILL, AT A ROAD
 EJ0381'JUNCTION, 43 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD LEADING
 EJ0381'SOUTH, 18.8 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, AND 1.5
 EJ0381'FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED B 96 1935 AND SET
 EJ0381'IN THE TOP OF A CONCRETE POST.
 EJ0381
 EJ0381                          STATION RECOVERY (1984)
 EJ0381
 EJ0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (DNB)
 EJ0381'MARK NOT FOUND.
 EJ0381
 EJ0381                          STATION RECOVERY (1989)
 EJ0381
 EJ0381'RECOVERY NOTE BY US POWER SQUADRON 1989 (CS)
 EJ0381'MARK NOT FOUND.
 EJ0381
 EJ0381                          STATION RECOVERY (1998)
 EJ0381
 EJ0381'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0654 ***********************************************************************
 EJ0654  DESIGNATION -  B 97
 EJ0654  PID         -  EJ0654
 EJ0654  STATE/COUNTY-  AR/GRANT
 EJ0654  USGS QUAD   -  REDFIELD (1984)
 EJ0654
 EJ0654                         *CURRENT SURVEY CONTROL
 EJ0654  ___________________________________________________________________
 EJ0654* NAD 83(1986)-  34 24 06.     (N)    092 14 17.     (W)     SCALED    
 EJ0654* NAVD 88     -        86.214  (meters)     282.85   (feet)  ADJUSTED  
 EJ0654  ___________________________________________________________________
 EJ0654  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ0654  DYNAMIC HT  -          86.132 (meters)     282.58  (feet)  COMP
 EJ0654  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 EJ0654
 EJ0654  VERT ORDER  -  SECOND    CLASS 0
 EJ0654
 EJ0654.The horizontal coordinates were scaled from a topographic map and have
 EJ0654.an estimated accuracy of +/- 6 seconds.
 EJ0654
 EJ0654.The orthometric height was determined by differential leveling
 EJ0654.and adjusted by the National Geodetic Survey in June 1991..
 EJ0654
 EJ0654.The geoid height was determined by GEOID03.
 EJ0654
 EJ0654.The dynamic height is computed by dividing the NAVD 88
 EJ0654.geopotential number by the normal gravity value computed on the
 EJ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0654.degrees latitude (g = 980.6199 gals.).
 EJ0654
 EJ0654.The modeled gravity was interpolated from observed gravity values.
 EJ0654
 EJ0654;                    North         East    Units  Estimated Accuracy
 EJ0654;SPC AR S     -   592,460.      378,110.      MT  (+/- 180 meters Scaled)
 EJ0654
 EJ0654                          SUPERSEDED SURVEY CONTROL
 EJ0654
 EJ0654  NGVD 29 (??/??/92)   86.275  (m)          283.05   (f) ADJ UNCH    2 0
 EJ0654
 EJ0654.Superseded values are not recommended for survey control.
 EJ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0654.See file dsdata.txt to determine how the superseded data were derived.
 EJ0654
 EJ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU700069(NAD 83)
 EJ0654_MARKER: DB = BENCH MARK DISK
 EJ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0654_STAMPING: B 97 1935
 EJ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0654+STABILITY: SURFACE MOTION
 EJ0654
 EJ0654  HISTORY     - Date     Condition        Report By
 EJ0654  HISTORY     - 1935     MONUMENTED       CGS
 EJ0654  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0654
 EJ0654                          STATION DESCRIPTION
 EJ0654
 EJ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0654'7.4 MI N FROM JUNET.
 EJ0654'IN GRANT COUNTY, 7.4 MILES NORTH ALONG THE REDFIELD ROAD FROM THE
 EJ0654'JUNCTION OF U. S. HIGHWAY 270 AT JUNET, GRANT COUNTY, 5.7 MILES
 EJ0654'SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION AT REDFIELD,
 EJ0654'JEFFERSON COUNTY, 225 FEET NORTH OF THE CENTER OF THE INTERSECTION OF
 EJ0654'THE SHERIDAN ROAD, 185 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 EJ0654'WALNUT RIDGE SCHOOL, 155 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EJ0654'WALNUT RIDGE CHURCH, 27 FEET WEST OF THE CENTERLINE OF THE REDFIELD
 EJ0654'ROAD, AND 19.4 FEET SOUTHEAST OF A WATER WELL.  A STANDARD DISK,
 EJ0654'STAMPED B 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0654
 EJ0654                          STATION RECOVERY (1984)
 EJ0654
 EJ0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0913 ***********************************************************************
 EJ0913  DESIGNATION -  B 98
 EJ0913  PID         -  EJ0913
 EJ0913  STATE/COUNTY-  AR/SALINE
 EJ0913  USGS QUAD   -  HASKELL (1984)
 EJ0913
 EJ0913                         *CURRENT SURVEY CONTROL
 EJ0913  ___________________________________________________________________
 EJ0913* NAD 83(1986)-  34 36 28.     (N)    092 39 57.     (W)     SCALED    
 EJ0913* NAVD 88     -       111.285  (meters)     365.11   (feet)  ADJUSTED  
 EJ0913  ___________________________________________________________________
 EJ0913  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EJ0913  DYNAMIC HT  -         111.179 (meters)     364.76  (feet)  COMP
 EJ0913  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 EJ0913
 EJ0913  VERT ORDER  -  SECOND    CLASS 0
 EJ0913
 EJ0913.The horizontal coordinates were scaled from a topographic map and have
 EJ0913.an estimated accuracy of +/- 6 seconds.
 EJ0913
 EJ0913.The orthometric height was determined by differential leveling
 EJ0913.and adjusted by the National Geodetic Survey in June 1991..
 EJ0913
 EJ0913.The geoid height was determined by GEOID03.
 EJ0913
 EJ0913.The dynamic height is computed by dividing the NAVD 88
 EJ0913.geopotential number by the normal gravity value computed on the
 EJ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0913.degrees latitude (g = 980.6199 gals.).
 EJ0913
 EJ0913.The modeled gravity was interpolated from observed gravity values.
 EJ0913
 EJ0913;                    North         East    Units  Estimated Accuracy
 EJ0913;SPC AR S     -   615,500.      338,930.      MT  (+/- 180 meters Scaled)
 EJ0913
 EJ0913                          SUPERSEDED SURVEY CONTROL
 EJ0913
 EJ0913  NGVD 29 (??/??/92)  111.306  (m)          365.18   (f) ADJ UNCH    2 0
 EJ0913
 EJ0913.Superseded values are not recommended for survey control.
 EJ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0913.See file dsdata.txt to determine how the superseded data were derived.
 EJ0913
 EJ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU306295(NAD 83)
 EJ0913_MARKER: DB = BENCH MARK DISK
 EJ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0913_STAMPING: B 98 1935
 EJ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0913+STABILITY: SURFACE MOTION
 EJ0913
 EJ0913  HISTORY     - Date     Condition        Report By
 EJ0913  HISTORY     - 1935     MONUMENTED       CGS
 EJ0913  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0913
 EJ0913                          STATION DESCRIPTION
 EJ0913
 EJ0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0913'7.7 MI NW FROM BENTON.
 EJ0913'7.7 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE MISSOURI PACIFIC
 EJ0913'RAILROAD STATION AT BENTON, SALINE COUNTY, 2.2 MILES WEST OF THE
 EJ0913'JUNCTION OF A GRAVEL ROAD LEADING TO BLAND, 1200 FEET SOUTHWEST OF
 EJ0913'KENTUCKY SCHOOL, ON THE WEST SLOPE OF A HILL, 30.4 FEET SOUTH OF THE
 EJ0913'CENTERLINE OF THE HIGHWAY, 11.3 FEET EAST OF THE CENTERLINE OF A WAGON
 EJ0913'GATE, AND 1.4 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED B 98
 EJ0913'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0913
 EJ0913                          STATION RECOVERY (1998)
 EJ0913
 EJ0913'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0906 ***********************************************************************
 EJ0906  DESIGNATION -  B 99
 EJ0906  PID         -  EJ0906
 EJ0906  STATE/COUNTY-  AR/PULASKI
 EJ0906  USGS QUAD   -  CONGO (1984)
 EJ0906
 EJ0906                         *CURRENT SURVEY CONTROL
 EJ0906  ___________________________________________________________________
 EJ0906* NAD 83(1986)-  34 42 03.     (N)    092 30 49.     (W)     SCALED    
 EJ0906* NAVD 88     -       134.743  (meters)     442.07   (feet)  ADJUSTED  
 EJ0906  ___________________________________________________________________
 EJ0906  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0906  DYNAMIC HT  -         134.616 (meters)     441.65  (feet)  COMP
 EJ0906  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 EJ0906
 EJ0906  VERT ORDER  -  SECOND    CLASS 0
 EJ0906
 EJ0906.The horizontal coordinates were scaled from a topographic map and have
 EJ0906.an estimated accuracy of +/- 6 seconds.
 EJ0906
 EJ0906.The orthometric height was determined by differential leveling
 EJ0906.and adjusted by the National Geodetic Survey in June 1991..
 EJ0906
 EJ0906.The geoid height was determined by GEOID03.
 EJ0906
 EJ0906.The dynamic height is computed by dividing the NAVD 88
 EJ0906.geopotential number by the normal gravity value computed on the
 EJ0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0906.degrees latitude (g = 980.6199 gals.).
 EJ0906
 EJ0906.The modeled gravity was interpolated from observed gravity values.
 EJ0906
 EJ0906;                    North         East    Units  Estimated Accuracy
 EJ0906;SPC AR S     -   625,740.      352,940.      MT  (+/- 180 meters Scaled)
 EJ0906
 EJ0906                          SUPERSEDED SURVEY CONTROL
 EJ0906
 EJ0906  NGVD 29 (??/??/92)  134.775  (m)          442.17   (f) ADJ UNCH    2 0
 EJ0906
 EJ0906.Superseded values are not recommended for survey control.
 EJ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0906.See file dsdata.txt to determine how the superseded data were derived.
 EJ0906
 EJ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU445399(NAD 83)
 EJ0906_MARKER: DB = BENCH MARK DISK
 EJ0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0906_STAMPING: B 99 1935
 EJ0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0906+STABILITY: SURFACE MOTION
 EJ0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0906+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EJ0906
 EJ0906  HISTORY     - Date     Condition        Report By
 EJ0906  HISTORY     - 1935     MONUMENTED       CGS
 EJ0906  HISTORY     - 1974     GOOD             USGS
 EJ0906  HISTORY     - 20030408 GOOD             INDIV
 EJ0906
 EJ0906                          STATION DESCRIPTION
 EJ0906
 EJ0906'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 EJ0906'2.5 MI SW FROM LAWSON SCHOOL.
 EJ0906'IN PULASKI COUNTY, 1.4 MILES WEST AND 1.1 MILES SOUTH OF LAWSON
 EJ0906'SCHOOL, IN NW 1/4 SEC 28, T. 1 N., R. 14 W., 270 FEET NORTH OF THE
 EJ0906'NORTHEAST CORNER OF A LOG HOUSE, 145.5 FEET SOUTH AND 10.5 FEET WEST
 EJ0906'AND 3.5 FEET LOWER THAN AN EAST-WEST BLACKTOP ROAD AT A DRIVEWAY
 EJ0906'SOUTH, A STANDARD DISK, STAMPED B 99 1935 AND SET IN THE TOP OF A
 EJ0906'CONCRETE POST.
 EJ0906
 EJ0906                          STATION RECOVERY (2003)
 EJ0906
 EJ0906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 EJ0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1694 ***********************************************************************
 EJ1694  DESIGNATION -  BADGETT
 EJ1694  PID         -  EJ1694
 EJ1694  STATE/COUNTY-  AR/PULASKI
 EJ1694  USGS QUAD   -  SWEET HOME (1986)
 EJ1694
 EJ1694                         *CURRENT SURVEY CONTROL
 EJ1694  ___________________________________________________________________
 EJ1694* NAD 83(1997)-  34 41 02.90716(N)    092 10 27.24819(W)     ADJUSTED  
 EJ1694* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 EJ1694  ___________________________________________________________________
 EJ1694  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 EJ1694  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EJ1694
 EJ1694  HORZ ORDER  -  THIRD
 EJ1694
 EJ1694.The horizontal coordinates were established by classical geodetic methods
 EJ1694.and adjusted by the National Geodetic Survey in September 1999..
 EJ1694
 EJ1694.The orthometric height was scaled from a topographic map.
 EJ1694
 EJ1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1694
 EJ1694.The geoid height was determined by GEOID03.
 EJ1694
 EJ1694;                    North         East     Units Scale Factor Converg.
 EJ1694;SPC AR S     -   623,782.511   384,033.757   MT  0.99998264   -0 05 51.1
 EJ1694;SPC AR S     - 2,046,526.45  1,259,950.75   sFT  0.99998264   -0 05 51.1
 EJ1694;UTM  15      - 3,838,326.595   575,641.706   MT  0.99967052   +0 28 11.7
 EJ1694
 EJ1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1694!SPC AR S     -   0.99999240  x   0.99998264  =   0.99997504
 EJ1694!UTM  15      -   0.99999240  x   0.99967052  =   0.99966292
 EJ1694
 EJ1694|---------------------------------------------------------------------|
 EJ1694| PID    Reference Object                     Distance      Geod. Az  |
 EJ1694|                                                           dddmmss.s |
 EJ1694| CY5203 BADGETT RM 1                         22.683 METERS 05421     |
 EJ1694| EJ1690 WRIGHTSVILLE RAD KAAY CEN MAST      APPROX.10.4 KM 2063022.0 |
 EJ1694| EJ1693 RNG LITTLE ROCK RADIO LIT           APPROX. 1.2 KM 2695031.9 |
 EJ1694| EJ1699 LITTLE ROCK GRANITE MTN SPIPE       APPROX. 7.6 KM 2822047.2 |
 EJ1694| EJ1709 LITTLE ROCK GAINES ST SPIPE         APPROX.11.2 KM 2993740.8 |
 EJ1694| EJ1734 LITTLE ROCK PULASKI HTS BAP CH      APPROX.15.4 KM 3013720.9 |
 EJ1694| EJ1755 LITTLE ROCK MUNICIPAL SPIPE         APPROX.18.1 KM 3035033.2 |
 EJ1694| EJ1706 LITTLE ROCK RAD STA KMMK FM         APPROX.11.3 KM 3070044.9 |
 EJ1694| EJ1746 LITTLE ROCK ARK POWER CO STACK      APPROX.11.9 KM 3080202.2 |
 EJ1694| CY5204 BADGETT RM 2                         30.029 METERS 30916     |
 EJ1694| EJ1741 N LITTLE ROCK RAD STA KVLC          APPROX.14.3 KM 3094250.8 |
 EJ1694| EJ1692 LITTLE ROCK ADAMS FIELD AIRPORT BEA APPROX. 8.2 KM 3114058.5 |
 EJ1694| EJ1752 N LITTLE ROCK VETERANS ADM STK      APPROX.15.1 KM 3125332.0 |
 EJ1694| EJ1697 LITTLE ROCK ADAM FLD ASR 4 RAD      APPROX. 6.6 KM 3155618.1 |
 EJ1694| EJ1737 N LITTLE ROCK W SCEN RD SPIPE       APPROX.15.5 KM 3161239.6 |
 EJ1694| EJ1754 N LITTLE ROCK MUNICIPAL TANK        APPROX.14.1 KM 3240923.1 |
 EJ1694| EJ1744 N LITTLE ROCK PARK HILL BAP CH      APPROX.13.7 KM 3252801.4 |
 EJ1694| EJ1683 N LITTLE ROCK RAD KARK SW TWR       APPROX.11.8 KM 3255723.0 |
 EJ1694| EJ1682 N LITTLE ROCK RAD KARK NE TWR       APPROX.11.8 KM 3261708.4 |
 EJ1694| EJ1684 ROSE CTY COTTON SEED OIL CO TK      APPROX. 9.0 KM 3313420.1 |
 EJ1694| EJ1748 AIRPORT BCN N LITTLE ROCK APT       APPROX.18.6 KM 3345906.6 |
 EJ1694| EJ1681 N LITTLE ROCK POWER LT TK           APPROX. 8.0 KM 3432948.8 |
 EJ1694| EJ1685 N LITTLE ROCK RAD KXLR SW MAST      APPROX. 9.2 KM 3465507.6 |
 EJ1694|---------------------------------------------------------------------|
 EJ1694
 EJ1694                          SUPERSEDED SURVEY CONTROL
 EJ1694
 EJ1694  NAD 83(1986)-  34 41 02.91721(N)    092 10 27.23745(W) AD(       ) 3
 EJ1694  NAD 27      -  34 41 02.58686(N)    092 10 26.70941(W) AD(       ) 3
 EJ1694
 EJ1694.Superseded values are not recommended for survey control.
 EJ1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1694.See file dsdata.txt to determine how the superseded data were derived.
 EJ1694
 EJ1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7564238327(NAD 83)
 EJ1694_MARKER: DS = TRIANGULATION STATION DISK
 EJ1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1694_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1694
 EJ1694  HISTORY     - Date     Condition        Report By
 EJ1694  HISTORY     - 1964     MONUMENTED       CGS
 EJ1694
 EJ1694                          STATION DESCRIPTION
 EJ1694
 EJ1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1694'ABOUT 8 MILES SOUTHEAST OF LITTLE ROCK, 4 MILES EAST OF SWEET
 EJ1694'HOME, IN THE NORTH CENTER OF THE SOUTHEAST 1/4 OF SEC. 27,
 EJ1694'T-1-N, R-11-W, IN BADGETT TOWNSHIP AND ON THE ROBINSON ESTATE.
 EJ1694'IT IS 204 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 99 FEET
 EJ1694'SOUTHEAST OF A WITNESS POST, 26 FEET SOUTHWEST OF AN OLD GAS
 EJ1694'PUMP AND 20 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD.  THE
 EJ1694'MONUMENT IS FLUSH AND THE DISK IS STAMPED BADGETT 1964.
 EJ1694'
 EJ1694'TO REACH THE STATION FROM THE INTERSECTION OF ROOSEVELT AND
 EJ1694'CONFEDERATE ROADS IN THE SOUTH EDGE OF LITTLE ROCK, GO SOUTHEAST
 EJ1694'AND EAST ON ROOSEVELT ROAD FOR 1.3 MILES TO A CROSSROAD JUST
 EJ1694'AFTER CROSSING RAILROAD TRACKS AND INTERSECTION OF FRAZIER PIKE.
 EJ1694'CONTINUE EAST FOR 2.2 MILES TO A ROAD FORK.  KEEP RIGHT FORK AND
 EJ1694'CONTINUE EAST FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 EJ1694'AND GO SOUTH ON FOURCHE DAM PIKE FOR 1.05 MILES TO A T-ROAD.
 EJ1694'TURN LEFT AND GO EAST ON FRAZIER PIKE FOR 0.75 MILE TO A
 EJ1694'GRADED ROAD AHEAD AND A PAVED ROAD SOUTH.  TURN RIGHT AND GO
 EJ1694'SOUTH ON THE PAVED ROAD FOR 1.55 MILES.  TURN LEFT WITH THE
 EJ1694'PAVED ROAD AND GO EAST FOR 0.1 MILE.  TURN RIGHT WITH THE
 EJ1694'GRAVELED ROAD AND GO SOUTH FOR 0.05 MILE TO A FIELD ROAD
 EJ1694'AND OLD SHACK ON THE LEFT AND THE STATION AS DESCRIBED.
 EJ1694'
 EJ1694'TO REACH STATION 102 (ARK. GEOD. S.) 1940 CONTINUE SOUTH ON
 EJ1694'THE GRAVELED ROAD FOR 1.5 MILES TO THE STATION ON THE LEFT.
 EJ1694'
 EJ1694'REFERENCE MARK 1 IS 51 FEET NORTHEAST OF THE GAS PUMP AND 1
 EJ1694'FOOT NORTHWEST OF THE NORTHWEST CORNER OF A 2 SEATED PRIVY.  THE
 EJ1694'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BADGETT NO 1
 EJ1694'1964.
 EJ1694'
 EJ1694'REFERENCE MARK 2 IS 15 FEET SOUTH OF A 10 INCH HEDGE TREE, 2 FEET
 EJ1694'SOUTHEAST OF A WITNESS POST AND 2 FEET SOUTHEAST OF THE
 EJ1694'NORTHEAST CORNER OF THE OLD SHACK.  THE MONUMENT IS FLUSH AND
 EJ1694'THE DISK IS STAMPED BADGETT NO 2 1964.
 EJ1694'
 EJ1694'STATION 102 (ARK. GEOD. S.) 1940 IS A STANDARD COAST AND GEODETIC
 EJ1694'AND STATE SURVEY STATION MARK DISK SET IN THE TOP OF A 6 X 6
 EJ1694'INCH CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 EJ1694'IT IS 24 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET
 EJ1694'NORTHEAST OF A 20 INCH PECAN TREE, 1 FOOT NORTHEAST OF A WITNESS
 EJ1694'POST AND 1 FOOT NORTHWEST OF AN 8 X 8 INCH WOODEN POST WITH A
 EJ1694'WITNESS SIGN ON THE WEST SIDE.  THE DISK IS STAMPED 102.
 EJ1694'
 EJ1694'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1925 ***********************************************************************
 EJ1925  DESIGNATION -  BAIN
 EJ1925  PID         -  EJ1925
 EJ1925  STATE/COUNTY-  AR/GARLAND
 EJ1925  USGS QUAD   -  MOUNTAIN PINE (1975)
 EJ1925
 EJ1925                         *CURRENT SURVEY CONTROL
 EJ1925  ___________________________________________________________________
 EJ1925* NAD 83(1997)-  34 30 38.95409(N)    093 11 32.98114(W)     ADJUSTED  
 EJ1925* NAVD 88     -       144.8    (meters)     475.     (feet)  VERTCON   
 EJ1925  ___________________________________________________________________
 EJ1925  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 EJ1925  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EJ1925
 EJ1925  HORZ ORDER  -  THIRD
 EJ1925
 EJ1925.The horizontal coordinates were established by classical geodetic methods
 EJ1925.and adjusted by the National Geodetic Survey in September 1999..
 EJ1925
 EJ1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1925
 EJ1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1925
 EJ1925.The geoid height was determined by GEOID03.
 EJ1925
 EJ1925;                    North         East     Units Scale Factor Converg.
 EJ1925;SPC AR S     -   605,180.340   290,503.085   MT  0.99995294   -0 40 02.7
 EJ1925;SPC AR S     - 1,985,495.83    953,092.20   sFT  0.99995294   -0 40 02.7
 EJ1925;UTM  15      - 3,818,813.928   482,330.628   MT  0.99960385   -0 06 32.6
 EJ1925
 EJ1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1925!SPC AR S     -   0.99998160  x   0.99995294  =   0.99993454
 EJ1925!UTM  15      -   0.99998160  x   0.99960385  =   0.99958546
 EJ1925
 EJ1925:                Primary Azimuth Mark                     Grid Az
 EJ1925:SPC AR S     -  WEST                                     093 43 20.2
 EJ1925:UTM  15      -  WEST                                     093 09 50.1
 EJ1925
 EJ1925|---------------------------------------------------------------------|
 EJ1925| PID    Reference Object                     Distance      Geod. Az  |
 EJ1925|                                                           dddmmss.s |
 EJ1925| EJ1922 WEST                                APPROX. 8.4 KM 0930317.5 |
 EJ1925| EJ1924 WEST MTN AIRWAY WARNING LT 2        APPROX. 8.1 KM 0945512.8 |
 EJ1925| CX4970 BAIN AZ MK                                         2331358.7 |
 EJ1925| CX4971 BAIN RM 1                            19.410 METERS 24534     |
 EJ1925| CX4972 BAIN RM 2                            23.579 METERS 34736     |
 EJ1925|---------------------------------------------------------------------|
 EJ1925
 EJ1925                          SUPERSEDED SURVEY CONTROL
 EJ1925
 EJ1925  NAD 83(1986)-  34 30 38.96490(N)    093 11 32.97384(W) AD(       ) 3
 EJ1925  NAD 27      -  34 30 38.65310(N)    093 11 32.30320(W) AD(       ) 3
 EJ1925  NGVD 29 (07/19/86)  144.8    (m)          475.     (f) VERT ANG       
 EJ1925
 EJ1925.Superseded values are not recommended for survey control.
 EJ1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1925.See file dsdata.txt to determine how the superseded data were derived.
 EJ1925
 EJ1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8233118814(NAD 83)
 EJ1925_MARKER: DS = TRIANGULATION STATION DISK
 EJ1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1925
 EJ1925  HISTORY     - Date     Condition        Report By
 EJ1925  HISTORY     - 1956     MONUMENTED       CGS
 EJ1925  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1925
 EJ1925                          STATION DESCRIPTION
 EJ1925
 EJ1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1925'THE STATION IS LOCATED ABOUT 8 MILES WEST OF HOT SPRINGS,
 EJ1925'ABOUT 2-3/4 MILES EAST OF THE ROYAL POST OFFICE AND ABOUT
 EJ1925'0.1 MILE NORTH OF U.S. HIGHWAY 270.
 EJ1925'
 EJ1925'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EJ1925'70 AND 270 ON THE WEST SIDE OF HOT SPRINGS, DRIVE WEST ON
 EJ1925'U.S. HIGHWAY 270 FOR 6.7 MILES TO A SIDE ROAD ON THE RIGHT.
 EJ1925'*TURN RIGHT AND DRIVE NORTH FOR 0.1 MILE TO A FARM LANE
 EJ1925'ON THE LEFT AND THE STATION ON THE RIGHT.
 EJ1925'
 EJ1925'*TO REACH THE AZIMUTH MARK, DRIVE WEST ON U.S. HIGHWAY 270
 EJ1925'FOR 0.1 MILE TO THE MARK ON THE LEFT.
 EJ1925'
 EJ1925'THE STATION MARK, STAMPED BAIN 1956, IS A STANDARD DISK
 EJ1925'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT
 EJ1925'12 INCHES IN DIAMETER AND PROJECTS ABOUT 1 INCH ABOVE THE
 EJ1925'SURFACE OF THE GROUND.  IT IS 53 FEET WEST OF A NORTH-SOUTH
 EJ1925'FENCE, 38 FEET EAST OF THE CENTER OF THE ROAD, 15 FEET SOUTH
 EJ1925'OF A BLAZED PINE TREE WHICH IS ABOUT 12 INCHES IN DIAMETER
 EJ1925'AND 2.6 FEET EAST OF A WHITE WITNESS POST WHICH IS 4 INCHES
 EJ1925'SQUARE.
 EJ1925'
 EJ1925'REFERENCE MARK 1, STAMPED BAIN NO 1 1956, IS A STANDARD
 EJ1925'DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT
 EJ1925'8 INCHES SQUARE AND PROJECTS ABOUT 1 INCH ABOVE THE SURFACE
 EJ1925'OF THE GROUND.  IT IS 37 FEET SOUTH OF THE CENTER OF THE FARM
 EJ1925'LANE, 20 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT EAST OF
 EJ1925'A NORTH-SOUTH FENCE AND ABOUT 2 FEET LOWER IN ELEVATION THAN
 EJ1925'THE STATION MARK.
 EJ1925'
 EJ1925'REFERENCE MARK 2, STAMPED BAIN NO 2 1956, IS A STANDARD DISK
 EJ1925'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 8 INCHES
 EJ1925'SQUARE AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 EJ1925'GROUND.  IT IS 58 FEET NORTH OF THE CENTER OF THE FARM LANE,
 EJ1925'16 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT EAST OF A
 EJ1925'NORTH-SOUTH FENCE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN
 EJ1925'THE STATION MARK.
 EJ1925'
 EJ1925'THE AZIMUTH MARK, STAMPED BAIN 1956, IS A STANDARD DISK
 EJ1925'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 8 INCHES
 EJ1925'SQUARE AND PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE
 EJ1925'GROUND.  IT IS 50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 EJ1925'270, 9.6 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET NORTHWEST
 EJ1925'OF A WHITE WITNESS POST WHICH IS ABOUT 4 INCHES SQUARE.
 EJ1925
 EJ1925                          STATION RECOVERY (1998)
 EJ1925
 EJ1925'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0836 ***********************************************************************
 GE0836  DESIGNATION -  BAKER
 GE0836  PID         -  GE0836
 GE0836  STATE/COUNTY-  AR/RANDOLPH
 GE0836  USGS QUAD   -  WARM SPRINGS (1981)
 GE0836
 GE0836                         *CURRENT SURVEY CONTROL
 GE0836  ___________________________________________________________________
 GE0836* NAD 83(1997)-  36 28 19.02812(N)    091 06 49.87894(W)     ADJUSTED  
 GE0836* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 GE0836  ___________________________________________________________________
 GE0836  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GE0836  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0836
 GE0836  HORZ ORDER  -  SECOND
 GE0836
 GE0836.The horizontal coordinates were established by classical geodetic methods
 GE0836.and adjusted by the National Geodetic Survey in September 1999..
 GE0836
 GE0836.The orthometric height was scaled from a topographic map.
 GE0836
 GE0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0836
 GE0836.The geoid height was determined by GEOID03.
 GE0836
 GE0836;                    North         East     Units Scale Factor Converg.
 GE0836;SPC AR N     -   237,632.573   479,422.672   MT  1.00005589   +0 30 56.3
 GE0836;SPC AR N     -   779,632.87  1,572,905.88   sFT  1.00005589   +0 30 56.3
 GE0836;SPC MO E     -    71,032.784   194,987.559   MT  0.99997061   -0 21 53.6
 GE0836;UTM  15      - 4,037,950.634   668,984.125   MT  0.99995183   +1 07 17.2
 GE0836
 GE0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0836!SPC AR N     -   0.99996871  x   1.00005589  =   1.00002460
 GE0836!SPC MO E     -   0.99996871  x   0.99997061  =   0.99993932
 GE0836!UTM  15      -   0.99996871  x   0.99995183  =   0.99992055
 GE0836
 GE0836:                Primary Azimuth Mark                     Grid Az
 GE0836:SPC AR N     -  BAKER AZ MK                              021 46 11.3
 GE0836:SPC MO E     -  BAKER AZ MK                              022 39 01.2
 GE0836:UTM  15      -  BAKER AZ MK                              021 09 50.4
 GE0836
 GE0836|---------------------------------------------------------------------|
 GE0836| PID    Reference Object                     Distance      Geod. Az  |
 GE0836|                                                           dddmmss.s |
 GE0836| CI0138 BAKER AZ MK                                        0221707.6 |
 GE0836| CI0139 BAKER RM 1                           18.949 METERS 05320     |
 GE0836| CI0140 BAKER RM 2                           22.678 METERS 18709     |
 GE0836|---------------------------------------------------------------------|
 GE0836
 GE0836                          SUPERSEDED SURVEY CONTROL
 GE0836
 GE0836  NAD 83(1986)-  36 28 19.03591(N)    091 06 49.87857(W) AD(       ) 2
 GE0836  NAD 27      -  36 28 18.80740(N)    091 06 49.41580(W) AD(       ) 2
 GE0836
 GE0836.Superseded values are not recommended for survey control.
 GE0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0836.See file dsdata.txt to determine how the superseded data were derived.
 GE0836
 GE0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6898437951(NAD 83)
 GE0836_MARKER: DS = TRIANGULATION STATION DISK
 GE0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0836
 GE0836  HISTORY     - Date     Condition        Report By
 GE0836  HISTORY     - 1955     MONUMENTED       CGS
 GE0836
 GE0836                          STATION DESCRIPTION
 GE0836
 GE0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0836'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF MYRTLE,
 GE0836'4 MILES NORTH-NORTHEAST OF DALTON, 24 FEET NORTH OF THE
 GE0836'CENTER OF A TRACK ROAD, 22 FEET SOUTH OF A 24-INCH TRIANGULAR
 GE0836'BLAZED OAK TREE, 6 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST
 GE0836'AND ON LAND OWNED BY MR. RICHARD COE.
 GE0836'
 GE0836'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL SETTLEMENT
 GE0836'OF DALTON, GO SOUTH AND EAST ON STATE HIGHWAY 93 FOR 1.35
 GE0836'MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT (NORTHERLY)
 GE0836'AND FOLLOW A GRAVELED ROAD FOR 2.2 MILES TO A Y JUNCTION,
 GE0836'CONTINUE NORTHERLY ON THE RIGHT ROAD FOR 1 MILE TO A CHURCH
 GE0836'ON THE RIGHT, CONTINUE ON THE LEFT ROAD FOR 0.7 MILE TO A
 GE0836'FORK, CONTINUE ON THE RIGHT ROAD FOR 2.15 MILES TO A FORK,
 GE0836'TURN RIGHT AND GO EASTERLY FOR 2.25 MILES TO A SIDE ROAD ON
 GE0836'THE RIGHT AND THE MAIL BOX OF MR. D.H. BLACKWELL, TURN RIGHT
 GE0836'(SOUTH) AND FOLLOW A DRIVEWAY (TRACK ROAD) FOR 1 MILE TO
 GE0836'MR. BLACKWELLS HOUSE ON THE LEFT, CONTINUE (SOUTHERLY) ON
 GE0836'THE TRACK ROAD FOR 0.7 MILE TO A WOODS ROAD ON THE RIGHT,
 GE0836'TURN RIGHT (SOUTHWESTERLY) UP RIDGE FOR 0.35 MILE TO THE
 GE0836'TOP OF RIDGE AND THE AZIMUTH MARK ON THE RIGHT AS
 GE0836'DESCRIBED BELOW, CONTINUE SOUTHWESTERLY ON A DIM WOODS
 GE0836'ROAD FOR 0.2 MILE TO THE SUMMIT OF A SMALL KNOLL AND THE
 GE0836'STATION AS DESCRIBED.
 GE0836'
 GE0836'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0836'BAKER 1955.
 GE0836'
 GE0836'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0836'BAKER NO 1 1955.
 GE0836'
 GE0836'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GE0836'BAKER NO 2 1955.
 GE0836'
 GE0836'THE AZIMUTH MARK IS 65 FEET WEST OF THE CENTER OF THE WOODS
 GE0836'ROAD, 6 FEET EAST-SOUTHEAST OF A 14-INCH TRIANGULAR BLAZED
 GE0836'OAK TREE AND 3 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 GE0836'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BAKER 1955.
 GE0836'
 GE0836'NOTE- A FOUR WHEEL DRIVE TRUCK IS NEEDED FROM MR. BLACKWELLS
 GE0836'HOUSE TO THE STATION.
 GE0836'
 GE0836'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1869 ***********************************************************************
 EJ1869  DESIGNATION -  BALD
 EJ1869  PID         -  EJ1869
 EJ1869  STATE/COUNTY-  AR/GARLAND
 EJ1869  USGS QUAD   -  LAKE CATHERINE (1978)
 EJ1869
 EJ1869                         *CURRENT SURVEY CONTROL
 EJ1869  ___________________________________________________________________
 EJ1869* NAD 83(1997)-  34 28 58.95661(N)    092 58 16.55197(W)     ADJUSTED  
 EJ1869* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 EJ1869  ___________________________________________________________________
 EJ1869  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 EJ1869  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EJ1869
 EJ1869  HORZ ORDER  -  SECOND
 EJ1869
 EJ1869.The horizontal coordinates were established by classical geodetic methods
 EJ1869.and adjusted by the National Geodetic Survey in September 1999..
 EJ1869
 EJ1869.The orthometric height was scaled from a topographic map.
 EJ1869
 EJ1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1869
 EJ1869.The geoid height was determined by GEOID03.
 EJ1869
 EJ1869;                    North         East     Units Scale Factor Converg.
 EJ1869;SPC AR S     -   601,884.598   310,786.921   MT  0.99994904   -0 32 37.0
 EJ1869;SPC AR S     - 1,974,683.05  1,019,640.09   sFT  0.99994904   -0 32 37.0
 EJ1869;UTM  15      - 3,815,717.369   502,638.552   MT  0.99960009   +0 00 58.6
 EJ1869
 EJ1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1869!SPC AR S     -   0.99996090  x   0.99994904  =   0.99990995
 EJ1869!UTM  15      -   0.99996090  x   0.99960009  =   0.99956101
 EJ1869
 EJ1869|---------------------------------------------------------------------|
 EJ1869| PID    Reference Object                     Distance      Geod. Az  |
 EJ1869|                                                           dddmmss.s |
 EJ1869| CY5205 BALD RM 1                            10.000 METERS 11953     |
 EJ1869| EJ1871 JONES MILL GENERAL MOTORS TANK      APPROX. 9.0 KM 1212044.1 |
 EJ1869| EJ1870 LAKE CATHERINE FOOTWEAR CO TK       APPROX. 2.4 KM 1764753.5 |
 EJ1869| CY5206 BALD RM 2                             8.794 METERS 25440     |
 EJ1869| EJ1955 AIRPORT BN HOT SPRINGS MEM FLD      APPROX.11.4 KM 2694756.3 |
 EJ1869| EJ1950 HOT SPRINGS OAKLAWN PARK CUP        APPROX. 8.1 KM 2705219.5 |
 EJ1869| EJ1922 WEST                                APPROX.12.2 KM 2822836.0 |
 EJ1869|---------------------------------------------------------------------|
 EJ1869
 EJ1869                          SUPERSEDED SURVEY CONTROL
 EJ1869
 EJ1869  NAD 83(1986)-  34 28 58.96767(N)    092 58 16.54374(W) AD(       ) 2
 EJ1869  NAD 27      -  34 28 58.64663(N)    092 58 15.91281(W) AD(       ) 2
 EJ1869
 EJ1869.Superseded values are not recommended for survey control.
 EJ1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1869.See file dsdata.txt to determine how the superseded data were derived.
 EJ1869
 EJ1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0263915717(NAD 83)
 EJ1869_MARKER: DS = TRIANGULATION STATION DISK
 EJ1869_SETTING: 0 = UNSPECIFIED SETTING
 EJ1869
 EJ1869  HISTORY     - Date     Condition        Report By
 EJ1869  HISTORY     - 1963     MONUMENTED       CGS
 EJ1869
 EJ1869                          STATION DESCRIPTION
 EJ1869
 EJ1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1869'ON THE WESTERN END OF BALD MOUNTAIN, ABOUT 10 MILES NORTHWEST
 EJ1869'OF MALVERN, 7 MILES EAST OF HOT SPRINGS, IN THE SE 1/4 OF SEC. 7,
 EJ1869'T-3-S, R-18-W, AND ON THE PROPERTY OF MR. E.A. THOMAS.  IT IS
 EJ1869'14 FEET SOUTHWEST OF A 14 INCH OAK TREE WITH A TRIANGULAR
 EJ1869'BLAZE ON THE EAST SIDE, 12 FEET NORTHEAST OF A 20 INCH OAK TREE
 EJ1869'WITH A TRIANGULAR BLAZE ON THE EAST SIDE AND 9 FEET SOUTH OF A
 EJ1869'WITNESS POST.  IT IS A STANDARD STATION MARK DISK SET IN THE TOP OF
 EJ1869'AN ORANGEBURG PIPE FILLED WITH CONCRETE AND PROJECTS ABOUT 6
 EJ1869'INCHES.  THE DISK IS STAMPED BALD 1963.
 EJ1869'
 EJ1869'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE 14 INCH OAK TREE AND
 EJ1869'39 FEET SOUTHEAST OF THE WITNESS POST.  IT IS A STANDARD
 EJ1869'REFERENCE MARK DISK SET IN THE TOP OF AN ORANGEBURG PIPE
 EJ1869'FILLED WITH CONCRETE AND PROJECTS ABOUT 6 INCHES.  THE DISK
 EJ1869'IS STAMPED BALD NO 1 1963.
 EJ1869'
 EJ1869'REFERENCE MARK 2 IS 31 FEET WEST OF THE WITNESS POST AND 18
 EJ1869'FEET NORTHWEST OF THE 20 INCH OAK TREE.  IT IS A STANDARD
 EJ1869'REFERENCE MARK DISK SET IN THE TOP OF AN ORANGEBURG PIPE
 EJ1869'FILLED WITH CONCRETE AND PROJECTS ABOUT 8 INCHES.  THE DISK
 EJ1869'IS STAMPED BALD NO 2 1963.
 EJ1869'
 EJ1869'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 EJ1869'HIGHWAY 51 (ABOUT 8 MILES NORTHWEST OF MALVERN), GO WEST
 EJ1869'ON HIGHWAY 270 FOR 4.4 MILES TO THE NORRIS DISPENSERS INC.
 EJ1869'PLANT ON THE LEFT.  CONTINUE WESTERLY ON HIGHWAY 270 FOR 1.0
 EJ1869'MILE TO A WOODS ROAD RIGHT (ABOUT 200 FEET BEFORE REACHING
 EJ1869'A RAILROAD CROSSING).  TURN RIGHT ON THE WOODS ROAD AND GO
 EJ1869'NORTH ON THE WOODS ROAD FOR 0.1 MILE TO A ROAD FORK.  KEEP
 EJ1869'THE RIGHT FORK AND CONTINUE NORTHERLY ON THE WOODS ROAD FOR
 EJ1869'0.4 MILE TO THE POINT WHERE THE WOODS ROAD GOES WEST AND
 EJ1869'A DIM WOODS ROAD NORTH.  TURN RIGHT ON THE WOODS ROAD AND GO
 EJ1869'NORTH AND WEST FOR 0.8 MILE TO THE STATION.
 EJ1869'
 EJ1869'NOTE--THE LAST 0.8 MILE CAN BE DRIVEN ONLY BY A 4 WHEEL DRIVE
 EJ1869'VEHICLE.
 EJ1869'
 EJ1869'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1840 ***********************************************************************
 FF1840  DESIGNATION -  BALD KNOB MUNICIPAL STANDPIPE
 FF1840  PID         -  FF1840
 FF1840  STATE/COUNTY-  AR/WHITE
 FF1840  USGS QUAD   -  BALD KNOB (1994)
 FF1840
 FF1840                         *CURRENT SURVEY CONTROL
 FF1840  ___________________________________________________________________
 FF1840* NAD 83(1997)-  35 18 37.37325(N)    091 34 48.34335(W)     ADJUSTED  
 FF1840* NAVD 88     -                                                        
 FF1840  ___________________________________________________________________
 FF1840  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FF1840  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1840
 FF1840  HORZ ORDER  -  THIRD
 FF1840
 FF1840.The horizontal coordinates were established by classical geodetic methods
 FF1840.and adjusted by the National Geodetic Survey in September 1999..
 FF1840
 FF1840
 FF1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1840
 FF1840.The geoid height was determined by GEOID03.
 FF1840
 FF1840;                    North         East     Units Scale Factor Converg.
 FF1840;SPC AR N     -   108,476.401   438,184.888   MT  0.99994729   +0 14 39.6
 FF1840;SPC AR N     -   355,892.99  1,437,611.59   sFT  0.99994729   +0 14 39.6
 FF1840;UTM  15      - 3,908,388.676   629,081.905   MT  0.99980534   +0 49 15.0
 FF1840
 FF1840                          SUPERSEDED SURVEY CONTROL
 FF1840
 FF1840  NAD 83(1986)-  35 18 37.38410(N)    091 34 48.34236(W) AD(       ) 4
 FF1840  NAD 27      -  35 18 37.07900(N)    091 34 47.86500(W) AD(       ) 3
 FF1840
 FF1840.Superseded values are not recommended for survey control.
 FF1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1840.See file dsdata.txt to determine how the superseded data were derived.
 FF1840
 FF1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2908208389(NAD 83)
 FF1840_MARKER: 52 = STANDPIPE TANK
 FF1840
 FF1840  HISTORY     - Date     Condition        Report By
 FF1840  HISTORY     - 1962     FIRST OBSERVED   CGS
 FF1840
 FF1840                          STATION DESCRIPTION
 FF1840
 FF1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1840'THE STATION IS THE CENTER OF STANDPIPE WHICH IS LOCATED
 FF1840'ON THE WEST END OF A RIDGE, AT THE NORTHWEST EDGE OF BALD
 FF1840'KNOB.
 FF1840'
 FF1840'THE STANDPIPE IS SILVER IN COLOR, HAS THE LETTERS BALD KNOB
 FF1840'ON THE EAST SIDE, AND A LARGE CROSS ON THE TOP CENTER.  IT
 FF1840'IS 85 FEET IN CIRCUMFERENCE AND 70 FEET IN HEIGHT.
 FF1840'
 FF1840'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FF1840'HEIGHT 1934, THE DISTANCE BEING 40.593 METERS (133.18 FEET)
 FF1840'WEST OF STATION HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1841 ***********************************************************************
 FF1841  DESIGNATION -  BALD KNOB MUNICIPAL TANK
 FF1841  PID         -  FF1841
 FF1841  STATE/COUNTY-  AR/WHITE
 FF1841  USGS QUAD   -  BALD KNOB (1994)
 FF1841
 FF1841                         *CURRENT SURVEY CONTROL
 FF1841  ___________________________________________________________________
 FF1841* NAD 83(1997)-  35 18 39.24618(N)    091 34 28.84153(W)     ADJUSTED  
 FF1841* NAVD 88     -                                                        
 FF1841  ___________________________________________________________________
 FF1841  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FF1841  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1841
 FF1841  HORZ ORDER  -  THIRD
 FF1841
 FF1841.The horizontal coordinates were established by classical geodetic methods
 FF1841.and adjusted by the National Geodetic Survey in September 1999..
 FF1841
 FF1841
 FF1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1841
 FF1841.The geoid height was determined by GEOID03.
 FF1841
 FF1841;                    North         East     Units Scale Factor Converg.
 FF1841;SPC AR N     -   108,536.232   438,677.257   MT  0.99994725   +0 14 51.0
 FF1841;SPC AR N     -   356,089.29  1,439,226.97   sFT  0.99994725   +0 14 51.0
 FF1841;UTM  15      - 3,908,453.449   629,573.578   MT  0.99980691   +0 49 26.3
 FF1841
 FF1841                          SUPERSEDED SURVEY CONTROL
 FF1841
 FF1841  NAD 83(1986)-  35 18 39.25669(N)    091 34 28.84043(W) AD(       ) 4
 FF1841  NAD 27      -  35 18 38.95200(N)    091 34 28.36200(W) AD(       ) 3
 FF1841
 FF1841.Superseded values are not recommended for survey control.
 FF1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1841.See file dsdata.txt to determine how the superseded data were derived.
 FF1841
 FF1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2957408453(NAD 83)
 FF1841_MARKER: 53 = ELEVATED TANK
 FF1841
 FF1841  HISTORY     - Date     Condition        Report By
 FF1841  HISTORY     - 1962     FIRST OBSERVED   CGS
 FF1841
 FF1841                          STATION DESCRIPTION
 FF1841
 FF1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1841'THE STATION IS THE BALL ATOP THE WATER TANK WHICH IS LOCATED
 FF1841'IN THE NORTHWEST PART OF BALD KNOB.
 FF1841'
 FF1841'THE TANK IS SILVER, BLACK LETTERS BALD KNOB ON THE SOUTH
 FF1841'SIDE, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND IS
 FF1841'ABOUT 120 FEET IN HEIGHT.
 FF1841'
 FF1841'NOTE- THIS TANK WAS NOT PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3055 ***********************************************************************
 EH3055  DESIGNATION -  BALLE
 EH3055  PID         -  EH3055
 EH3055  STATE/COUNTY-  AR/PRAIRIE
 EH3055  USGS QUAD   -  SLOVAK (1994)
 EH3055
 EH3055                         *CURRENT SURVEY CONTROL
 EH3055  ___________________________________________________________________
 EH3055* NAD 83(1997)-  34 41 01.53428(N)    091 32 45.45734(W)     ADJUSTED  
 EH3055* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 EH3055  ___________________________________________________________________
 EH3055  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EH3055  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH3055
 EH3055  HORZ ORDER  -  FIRST
 EH3055
 EH3055.The horizontal coordinates were established by classical geodetic methods
 EH3055.and adjusted by the National Geodetic Survey in September 1999..
 EH3055
 EH3055.The orthometric height was scaled from a topographic map.
 EH3055
 EH3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3055
 EH3055.The geoid height was determined by GEOID03.
 EH3055
 EH3055;                    North         East     Units Scale Factor Converg.
 EH3055;SPC AR S     -   623,818.886   441,606.418   MT  0.99998256   +0 15 14.8
 EH3055;SPC AR S     - 2,046,645.80  1,448,837.06   sFT  0.99998256   +0 15 14.8
 EH3055;UTM  15      - 3,838,935.993   633,197.055   MT  0.99981867   +0 49 39.1
 EH3055
 EH3055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3055!SPC AR S     -   0.99999416  x   0.99998256  =   0.99997672
 EH3055!UTM  15      -   0.99999416  x   0.99981867  =   0.99981283
 EH3055
 EH3055|---------------------------------------------------------------------|
 EH3055| PID    Reference Object                     Distance      Geod. Az  |
 EH3055|                                                           dddmmss.s |
 EH3055| CY5208 BALLE RM 1                           25.987 METERS 03320     |
 EH3055| CY5209 BALLE RM 2                           27.816 METERS 16940     |
 EH3055| CY5207 BALLE AZ MK                                        2265617.2 |
 EH3055|---------------------------------------------------------------------|
 EH3055
 EH3055                          SUPERSEDED SURVEY CONTROL
 EH3055
 EH3055  NAD 83(1986)-  34 41 01.53984(N)    091 32 45.45265(W) AD(       ) 1
 EH3055  NAD 27      -  34 41 01.20030(N)    091 32 44.98303(W) AD(       ) 1
 EH3055
 EH3055.Superseded values are not recommended for survey control.
 EH3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3055.See file dsdata.txt to determine how the superseded data were derived.
 EH3055
 EH3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3319738936(NAD 83)
 EH3055_MARKER: DS = TRIANGULATION STATION DISK
 EH3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3055
 EH3055  HISTORY     - Date     Condition        Report By
 EH3055  HISTORY     - 1965     MONUMENTED       CGS
 EH3055  HISTORY     - 1967     GOOD             CGS
 EH3055
 EH3055                          STATION DESCRIPTION
 EH3055
 EH3055'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3055'STATION IS ABOUT 12 MILES NORTH OF STUTTGART, 7 MILES
 EH3055'SOUTH-SOUTHEAST OF HAZEN, ON THE WEST SIDE OF THE RAILROAD
 EH3055'SIDING AT BALLE AND ON THE PROPERTY OF THE ROCK ISLAND RAILROAD
 EH3055'COMPANY.
 EH3055'
 EH3055'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH3055'HIGHWAYS 11 AND 130 IN THE NORTHWEST EDGE OF STUTTGART, GO
 EH3055'NORTH ON STATE HIGHWAYS 11 AND 130 FOR 2.0 MILES TO WHERE
 EH3055'HIGHWAY 130 TURNS LEFT, WEST.  CONTINUE NORTH ON HIGHWAY 11
 EH3055'FOR 4.0 MILES TO THE ENTRANCE TO THE STUTTGART AIRPORT ON
 EH3055'THE LEFT.  CONTINUE NORTH ON HIGHWAY 11 FOR 3.1 MILES TO
 EH3055'THE JUNCTION WITH STATE HIGHWAY 86.  CONTINUE NORTH ON HIGHWAY
 EH3055'11 FOR 2.5 MILES TO A CONCRETE BRIDGE OVER WOLFE CREEK AND
 EH3055'THE AZIMUTH MARK IN THE CURBING OF THE BRIDGE ON THE RIGHT.
 EH3055'CONTINUE NORTH ON THE HIGHWAY FOR 0.55 MILE TO A CROSSROAD.
 EH3055'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.5 MILE TO
 EH3055'A RAILROAD CROSSING AND THE STATION ON THE RIGHT.
 EH3055'
 EH3055'STATION MARKS ARE STANDARD DISKS STAMPED BALLE 1965.  THE
 EH3055'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH3055'1 INCH.  IT IS 44 FEET WEST OF THE WEST RAIL OF A RAILROAD
 EH3055'SIDING, 111 FEET SOUTH OF A GRAVELED ROAD AND 123 FEET SOUTHWEST
 EH3055'OF A RAILROAD CROSSING.  THE UNDERGROUND DISK IS SET IN
 EH3055'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 EH3055'OF THE GROUND.
 EH3055'
 EH3055'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BALLE NO 1 1965,
 EH3055'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH3055'THE SURFACE OF THE GROUND.  IT IS 7 FEET SOUTH OF A DERAIL
 EH3055'SWITCH, 6.7 FEET WEST OF THE WEST RAIL OF THE RAILROAD SIDING,
 EH3055'37 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 38 FEET
 EH3055'SOUTHWEST OF THE CENTER OF THE RAILROAD CROSSING.
 EH3055'
 EH3055'REFERENCE MARK NO.2, A STANDARD DISK STAMPED BALLE NO 2
 EH3055'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH3055'WITH THE SURFACE OF THE GROUND.  IT IS 7.1 FEET WEST OF
 EH3055'THE WEST RAIL OF THE RAILROAD SIDING, 21.7 FEET SOUTH OF
 EH3055'A DERAIL SIGN AND 86 FEET WEST OF A POWER POLE.
 EH3055'
 EH3055'AZIMUTH MARK, A STANDARD DISK STAMPED BALLE 1965, IS CEMENTED
 EH3055'IN A DRILL HOLE IN THE CURBING OF A CONCRETE BRIDGE OVER
 EH3055'WOLFE CREEK.  IT IS 7.6 FEET NORTH OF THE SOUTH END OF THE
 EH3055'BRIDGE, 8 FEET NORTH OF A METAL WITNESS POST AND 12 FEET
 EH3055'EAST OF THE CENTER OF THE BRIDGE.
 EH3055'
 EH3055'NOTE REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION
 EH3055'
 EH3055'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH3055
 EH3055                          STATION RECOVERY (1967)
 EH3055
 EH3055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3055'STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1277 ***********************************************************************
 DL1277  DESIGNATION -  BANKS
 DL1277  PID         -  DL1277
 DL1277  STATE/COUNTY-  AR/BRADLEY
 DL1277  USGS QUAD   -  BANKS (1985)
 DL1277
 DL1277                         *CURRENT SURVEY CONTROL
 DL1277  ___________________________________________________________________
 DL1277* NAD 83(1997)-  33 33 57.33941(N)    092 16 17.99491(W)     ADJUSTED  
 DL1277* NAVD 88     -        79.3    (meters)     260.     (feet)  VERTCON   
 DL1277  ___________________________________________________________________
 DL1277  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DL1277  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL1277
 DL1277  HORZ ORDER  -  FIRST
 DL1277
 DL1277.The horizontal coordinates were established by classical geodetic methods
 DL1277.and adjusted by the National Geodetic Survey in September 1999..
 DL1277
 DL1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1277
 DL1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1277
 DL1277.The geoid height was determined by GEOID03.
 DL1277
 DL1277;                    North         East     Units Scale Factor Converg.
 DL1277;SPC AR S     -   499,772.962   374,776.575   MT  0.99995168   -0 09 07.4
 DL1277;SPC AR S     - 1,639,671.79  1,229,579.48   sFT  0.99995168   -0 09 07.4
 DL1277;UTM  15      - 3,714,266.158   567,601.031   MT  0.99965634   +0 24 09.8
 DL1277
 DL1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1277!SPC AR S     -   0.99999163  x   0.99995168  =   0.99994331
 DL1277!UTM  15      -   0.99999163  x   0.99965634  =   0.99964797
 DL1277
 DL1277:                Primary Azimuth Mark                     Grid Az
 DL1277:SPC AR S     -  BANKS MUN TANK                           009 40 04.3
 DL1277:UTM  15      -  BANKS MUN TANK                           009 06 47.1
 DL1277
 DL1277|---------------------------------------------------------------------|
 DL1277| PID    Reference Object                     Distance      Geod. Az  |
 DL1277|                                                           dddmmss.s |
 DL1277| DL1278 BANKS MUN TANK                      APPROX. 1.8 KM 0093056.9 |
 DL1277| CY5214 BANKS RM 2                           24.845 METERS 01018     |
 DL1277| CY5212 BANKS AZ MK                                        0545608.1 |
 DL1277| CY5213 BANKS RM 1                           24.999 METERS 25817     |
 DL1277|---------------------------------------------------------------------|
 DL1277
 DL1277                          SUPERSEDED SURVEY CONTROL
 DL1277
 DL1277  NAD 83(1997)-  33 33 57.35008(N)    092 16 17.98846(W) AD(       ) 1
 DL1277  NAD 83(1986)-  33 33 57.35045(N)    092 16 17.98825(W) AD(       ) 1
 DL1277  NAD 27      -  33 33 56.95300(N)    092 16 17.46200(W) AD(       ) 1
 DL1277  NGVD 29 (07/19/86)   79.4    (m)          260.     (f) VERT ANG       
 DL1277
 DL1277.Superseded values are not recommended for survey control.
 DL1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1277.See file dsdata.txt to determine how the superseded data were derived.
 DL1277
 DL1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6760114266(NAD 83)
 DL1277_MARKER: DS = TRIANGULATION STATION DISK
 DL1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1277
 DL1277  HISTORY     - Date     Condition        Report By
 DL1277  HISTORY     - 1952     MONUMENTED       CGS
 DL1277  HISTORY     - 1964     GOOD             CGS
 DL1277  HISTORY     - 1965     GOOD             CGS
 DL1277  HISTORY     - 1966     GOOD             CGS
 DL1277
 DL1277                          STATION DESCRIPTION
 DL1277
 DL1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1277'THE STATION IS 1/2 MILE SOUTH OF BANKS AND 0.2 MILE EAST
 DL1277'OF STATE HIGHWAY 4, 25 FEET NORTHWEST OF A T-INTERSECTION
 DL1277'OF FENCE LINES AND 15 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS
 DL1277'POST AND ON LAND OWNED BY N.B. WHITTINGTON.
 DL1277'
 DL1277'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BANKS, GO
 DL1277'SOUTHWESTERLY ON HIGHWAY 4 FOR 0.5 MILE TO THE WITTINGTON
 DL1277'FARMHOUSE ON THE LEFT, TURN LEFT AND GO EAST ABOUT 100 YARDS
 DL1277'TO A GATE, PASS THROUGH THE GATE AND GO ABOUT 50 YARDS,
 DL1277'PASSING BETWEEN TWO OUTBUILDINGS TO ANOTHER GATE, PASS THROUGH
 DL1277'THE GATE AND CONTINUE EAST ALONG THE SOUTH SIDE OF A FENCE
 DL1277'FOR 0.05 MILE, TURN RIGHT AND GO SOUTH BETWEEN CULTIVATED
 DL1277'FIELDS FOR 0.1 MILE TO A GROVE OF TREES, BEAR LEFT AND GO
 DL1277'EASTERLY ALONG THE NORTH EDGE OF THE GROVE FOR 0.05 MILE
 DL1277'TO THE EAST EDGE OF THE GROVE, TURN RIGHT AND GO SOUTH 0.1
 DL1277'MILE TO THE STATION.
 DL1277'
 DL1277'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT, GO SOUTHWEST
 DL1277'ABOUT 100 YARDS TO A GRAVELED ROAD LEFT, TURN LEFT AND GO
 DL1277'SOUTH 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DL1277'
 DL1277'THE STATION MARK IS 1 FOOT BELOW THE SURFACE OF THE GROUND
 DL1277'AND THE DISK IS STAMPED BANKS 1952.
 DL1277'
 DL1277'REFERENCE MARK 1 IS 96 FEET SOUTHWEST OF THE WITNESS POST AND
 DL1277'1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 DL1277'DISK IS STAMPED BANKS NO 1 1952.
 DL1277'
 DL1277'REFERENCE MARK 2 IS 74 FEET NORTH OF THE WITNESS POST AND
 DL1277'1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND
 DL1277'THE DISK IS STAMPED BANKS NO 2 1952.
 DL1277'
 DL1277'THE AZIMUTH MARK IS 84 FEET SOUTH OF THE SOUTHEAST CORNER OF
 DL1277'A HOUSE, 63 FEET SOUTHWEST OF A 36-INCH OAK TREE, 45 FEET
 DL1277'WEST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST
 DL1277'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1277'BANKS 1952.
 DL1277'
 DL1277'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1277
 DL1277                          STATION RECOVERY (1964)
 DL1277
 DL1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1277'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1277'CONDITION.  THE STATION MARK IS 25 FEET NORTHWEST OF A FENCE CORNER,
 DL1277'15 FEET SOUTHWEST OF A WOODEN WITNESS POST AND 13 FEET
 DL1277'WEST-SOUTHWEST OF A METAL WITNESS POST.  THE STATION MARK
 DL1277'IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 DL1277'
 DL1277'TO REACH THE STATION FROM BANKS, FROM THE RAILROAD CROSSING,
 DL1277'GO SOUTHWEST ON STATE HIGHWAY 4 FOR 0.6 MILE TO A DRIVEWAY
 DL1277'ON THE LEFT, TURN LEFT FOR ABOUT 100 YARDS TO A GATE LEADING
 DL1277'INTO MR. WHITTINGTONS BARN YARD, TURN LEFT THROUGH GATE AND
 DL1277'PASS TO THE LEFT OF AN OLD LOG BARN, PASS THROUGH TWO GATES
 DL1277'THEN PICK ROAD SOUTHEAST ALONG RIDGE FOR ABOUT 0.3 MILE TO
 DL1277'FENCE CORNER AND STATION.
 DL1277'
 DL1277'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION JUST
 DL1277'SOUTHWEST OF RAILROAD CROSSING GO SOUTHEAST ON GRAVEL ROAD
 DL1277'FOR 0.4 MILE TO HOUSE ON RIGHT AND MARK TO SOUTH OF HOUSE.
 DL1277'IT IS ABOUT 84 FEET SOUTH OF SOUTHEAST CORNER OF HOUSE,
 DL1277'45 FEET WEST OF CENTERLINE OF ROAD, 1 FOOT EAST OF A FENCE
 DL1277'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 DL1277
 DL1277                          STATION RECOVERY (1965)
 DL1277
 DL1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1277'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  PROPERTY,
 DL1277'ON WHICH THE STATION IS ESTABLISHED, IS STILL OWNED BY A MR.
 DL1277'N.B. WHITTINGTON.
 DL1277'
 DL1277'THE RAILROAD DEPOT IN BANKS IS NO LONGER THERE BUT THE RAILROAD
 DL1277'TRACKS ARE STILL THERE.  THE ROUTE TO THE AZIMUTH MARK IS NOW A
 DL1277'SURFACED ROAD.
 DL1277'
 DL1277'STATION IS IN THE SE 1/2 OF SECTION 19.  T 13 S.  R 11 W.
 DL1277'
 DL1277'THE 1952 ROUTE TO THE STATION COULD NOT BE USED AT THIS TIME DUE TO
 DL1277'A FIELD BEING IN CULTIVATION.  A NEW ROUTE TO THE STATION FOLLOWS.
 DL1277'
 DL1277'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 4 AND THE
 DL1277'RAILROAD TRACKS IN BANKS.  GO SOUTHWEST OF HIGHWAY 4 FOR 0.95 MILE.
 DL1277'TURN LEFT ONTO A SIDE ROAD AND GO ABOUT 20 FEET.  THENCE LEFT AGAIN
 DL1277'AND CONTINUE NORTHEASTERLY ON A TRACK ROAD FOR 0.1 MILE, BEAR
 DL1277'RIGHT AND CONTINUE ON THE TRACK ROAD WHICH WINDS BACK AND FORTH
 DL1277'THROUGH WOODS FOR 0.3 MILE TO A WIRE GATE ON THE LEFT.  TURN
 DL1277'LEFT, PASS THROUGH THE GATE AND CONTINUE ON TRACK ROAD FOR
 DL1277'0.05 MILE TO AN OPEN FIELD.  CONTINUE STRAIGHT AHEAD, KEEPING ALONG
 DL1277'THE NORTH END OF THE FIELD AND ON WOODS ROAD FOR 0.15 MILE TO
 DL1277'ANOTHER FIELD.  CONTINUE EASTERLY, ALONG THE SOUTH END OF THE
 DL1277'FIELD FOR ABOUT 200 FEET.  THENCE RIGHT THEN LEFT ON A TRACK
 DL1277'ROAD FOR 0.1 MILE.  TURN LEFT AND GO NORTH ON A TRACK ROAD FOR
 DL1277'0.1 MILE TO AN EAST-WEST FENCELINE.  A FENCE CORNER IS ON THE RIGHT
 DL1277'AND THE STATION IS AS DESCRIBED BELOW.
 DL1277'
 DL1277'STATION MARK DISK IS STAMPED BANKS 1952 AND THE MARK IS ABOUT 1
 DL1277'FOOT BELOW THE SURFACE OF THE GROUND.  MARK IS 22 FEET NORTHWEST OF
 DL1277'A FENCE CORNER, 14.5 FEET SOUTHWEST OF A WOOD WITNESS POST AND 13.1
 DL1277'FEET SOUTHWEST OF A METAL WITNESS POST.
 DL1277'
 DL1277'REFERENCE MARK DISK NUMBER 1 IS STAMPED BANKS NO 1 1952 AND THE MARK
 DL1277'PROJECTS ABOUT 2 INCHES.  MARK IS 96.2 FEET SOUTHWEST OF THE WOOD
 DL1277'WITNESS POST, 95 FEET SOUTHWEST OF THE METAL WITNESS POST AND 1/2
 DL1277'OF A FOOT NORTH OF THE EAST-WEST FENCELINE.
 DL1277'
 DL1277'REFERENCE MARK DISK NUMBER 2 IS STAMPED BANKS NO 2 1952 AND THE MARK
 DL1277'PROJECTS ABOUT 2 INCHES.  MARK IS 78.4 NORTH OF THE METAL WITNESS
 DL1277'POST, 73.2 FEET NORTH OF THE WOOD WITNESS POST AND 1 FOOT WEST OF A
 DL1277'NORTH-SOUTH FENCELINE.
 DL1277'
 DL1277'AZIMUTH MARK DISK IS STAMPED BANKS 1952 AND THE MARK PROJECTS ABOUT
 DL1277'3 INCHES.  MARK IS 73.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DL1277'FRAME HOUSE, 63.5 FEET SOUTH OF A 36-INCH OAK TREE AND 46 FEET
 DL1277'SOUTH-SOUTHWEST OF THE CENTER OF A SURFACED ROAD.
 DL1277'
 DL1277'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1277
 DL1277                          STATION RECOVERY (1966)
 DL1277
 DL1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 DL1277'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2069 ***********************************************************************
 FF2069  DESIGNATION -  BANKS
 FF2069  PID         -  FF2069
 FF2069  STATE/COUNTY-  AR/CROSS
 FF2069  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF2069
 FF2069                         *CURRENT SURVEY CONTROL
 FF2069  ___________________________________________________________________
 FF2069* NAD 83(1997)-  35 22 59.30641(N)    090 42 27.89112(W)     ADJUSTED  
 FF2069* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 FF2069  ___________________________________________________________________
 FF2069  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FF2069  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF2069
 FF2069  HORZ ORDER  -  FIRST
 FF2069
 FF2069.The horizontal coordinates were established by classical geodetic methods
 FF2069.and adjusted by the National Geodetic Survey in September 1999..
 FF2069
 FF2069.The orthometric height was scaled from a topographic map.
 FF2069
 FF2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2069
 FF2069.The geoid height was determined by GEOID03.
 FF2069
 FF2069;                    North         East     Units Scale Factor Converg.
 FF2069;SPC AR N     -   117,237.375   517,404.674   MT  0.99994206   +0 45 07.1
 FF2069;SPC AR N     -   384,636.29  1,697,518.50   sFT  0.99994206   +0 45 07.1
 FF2069;UTM  15      - 3,917,945.704   708,210.600   MT  1.00013427   +1 19 40.0
 FF2069
 FF2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2069!SPC AR N     -   0.99998327  x   0.99994206  =   0.99992533
 FF2069!UTM  15      -   0.99998327  x   1.00013427  =   1.00011754
 FF2069
 FF2069:                Primary Azimuth Mark                     Grid Az
 FF2069:SPC AR N     -  BANKS AZ MK                              009 06 16.1
 FF2069:UTM  15      -  BANKS AZ MK                              008 31 43.2
 FF2069
 FF2069|---------------------------------------------------------------------|
 FF2069| PID    Reference Object                     Distance      Geod. Az  |
 FF2069|                                                           dddmmss.s |
 FF2069| CI2926 BANKS AZ MK                                        0095123.2 |
 FF2069| FF2210 BANKS 2 RM 3                         29.145 METERS 01855     |
 FF2069| CI2927 BANKS RM 1                           23.601 METERS 02131     |
 FF2069| FF2070 BANKS 2 RESET                         4.545 METERS 19324     |
 FF2069| FF2071 BANKS RM 2                           18.594 METERS 29241     |
 FF2069|---------------------------------------------------------------------|
 FF2069
 FF2069                          SUPERSEDED SURVEY CONTROL
 FF2069
 FF2069  NAD 83(1997)-  35 22 59.30966(N)    090 42 27.88904(W) AD(       ) 1
 FF2069  NAD 83(1986)-  35 22 59.31812(N)    090 42 27.89091(W) AD(       ) 1
 FF2069  NAD 27      -  35 22 59.01320(N)    090 42 27.49210(W) AD(       ) 1
 FF2069
 FF2069.Superseded values are not recommended for survey control.
 FF2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2069.See file dsdata.txt to determine how the superseded data were derived.
 FF2069
 FF2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0821117946(NAD 83)
 FF2069_MARKER: DS = TRIANGULATION STATION DISK
 FF2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2069
 FF2069  HISTORY     - Date     Condition        Report By
 FF2069  HISTORY     - 1954     MONUMENTED       CGS
 FF2069  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FF2069
 FF2069                          STATION DESCRIPTION
 FF2069
 FF2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2069'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF HARRISBURG
 FF2069'AND 3 MILES SOUTHEAST OF CHERRY VALLEY ON LAND OWNED BY MR.
 FF2069'BARNEY C. BURNETT.  IT IS IN THE SOUTHEAST ANGLE OF A T
 FF2069'ROAD INTERSECTION, 48.0 FEET SOUTH OF THE CENTER OF STATE
 FF2069'ROUTE NO. 42, 39.0 FEET EAST OF THE CENTER OF A GRAVELED
 FF2069'ROAD, 2.0 FEET NORTHWEST OF A WITNESS POST AND AT THE WEST
 FF2069'EDGE OF A BLACK LOCUST THICKET.  IT PROJECTS 5 INCHES AND
 FF2069'IS STAMPED BANKS 1954.
 FF2069'
 FF2069'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION
 FF2069'AND ABOUT THE SAME ELEVATION.  IT IS 23.0 FEET NORTH OF THE
 FF2069'CENTER OF STATE ROUTE NO. 42, PROJECTS 5 INCHES AND IS STAMPED
 FF2069'BANKS NO 1 1954.
 FF2069'
 FF2069'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION
 FF2069'AND ABOUT 1.5 FEET LOWER IN ELEVATION.  IT IS 20.0 FEET
 FF2069'WEST OF THE CENTER OF A GRAVELED ROAD AND 1.0 FOOT EAST
 FF2069'OF A FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED BANKS NO
 FF2069'2 1954.
 FF2069'
 FF2069'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FF2069'MARK NO. 2 IS 97.59 FEET.
 FF2069'
 FF2069'THE AZIMUTH MARK IS 28.0 FEET EAST OF THE CENTER OF STATE
 FF2069'ROUTE NO. 42, 3.0 FEET SOUTHWEST OF A TELEPHONE POLE AND 1.0
 FF2069'FOOT WEST OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS
 FF2069'STAMPED BANKS 1954.
 FF2069'
 FF2069'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 FF2069'AND STATE ROUTE NO. 42, ABOUT 0.1 MILE SOUTH OF THE POST OFFICE
 FF2069'IN CHERRY VALLEY, GO SOUTHEASTERLY ON STATE ROUTE NO. 42 FOR
 FF2069'3.45 MILES AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FF2069'CONTINUE ON STATE ROUTE NO. 42 FOR 0.4 MILE TO A T ROAD
 FF2069'RIGHT AND THE STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 FF2069'
 FF2069'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FF2069
 FF2069                          STATION RECOVERY (1958)
 FF2069
 FF2069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 FF2069'THE STATION WAS VISITED 8-19-58 AND THE STATION MARK, AZIMUTH
 FF2069'MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.
 FF2069'REFERENCE MARK NO. 1 WAS FOUND DESTROYED AND LYING ON THE
 FF2069'TOP OF THE GROUND.
 FF2069'
 FF2069'THE STATION MARK WAS MOVED AT THIS DATE AT THE REQUEST OF
 FF2069'THE ARKANSAS STATE HIGHWAY DEPARTMENT DUE TO ROAD CONSTRUCTION.
 FF2069'THE NEW STATION BANKS 2 1958 WAS SET 4.545 METERS SOUTH-SOUTHWEST
 FF2069'OF THE STATION.  THE SURFACE MARK WAS RECLAIMED, THE UNDERGROUND
 FF2069'MARK WAS LEFT INTACT.  REFERENCE MARK NO. 3 WAS ESTABLISHED
 FF2069'FOR BANKS 2 1958.  THE AZIMUTH MARK WAS REQUESTED MOVED AT
 FF2069'THIS DATE BUT DUE TO BEING OBSTRUCTED FROM THE STATION BY
 FF2069'LARGE TREES WHICH COULD NOT BE CUT (MARK WAS NOT VISIBLE
 FF2069'FROM THE STATION WHEN ESTABLISHED) THE MARK COULD NOT BE
 FF2069'MOVED.  THE HIGHWAY DEPARTMENT DECIDED TO LEAVE THE MARK
 FF2069'UNDISTURBED AND CAN BE USED AS THE AZIMUTH FOR THE
 FF2069'UNDERGROUND MARK FOR THIS STATION, IF AND WHEN THE
 FF2069'TIMBER ON LINE BETWEEN THEM IS CUT.  PERMISSION TO CUT
 FF2069'THE TREES AT THIS DATE WAS NOT GRANTED.  THE AZIMUTH MARK
 FF2069'WILL NOT SEE BANKS 2 1958.
 FF2069'
 FF2069'THE UNDERGROUND MARK IS LOCATED IN THE SOUTH ANGLE OF THE
 FF2069'JUNCTION OF STATE HIGHWAY 42 AND A GRAVELED ROAD LEADING
 FF2069'SOUTH, 30 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 FF2069'HIGHWAY, 39 FEET EAST-SOUTHEAST OF THE CENTER OF THE SIDE
 FF2069'ROAD, 10 FEET NORTH-NORTHEAST OF THE SOUTH RIGHT-OF-WAY
 FF2069'OF THE HIGHWAY, 95.63 FEET SOUTH-SOUTHWEST OF REFERENCE
 FF2069'MARK NO. 3 AND 60.97 FEET EAST-SOUTHEAST OF REFERENCE MARK
 FF2069'NO. 2.  IT IS A STANDARD DISK STAMPED BANKS 1958.
 FF2069'
 FF2069'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 30 FEET
 FF2069'EAST OF THE CENTER OF STATE HIGHWAY 42, AND 10 FEET WEST
 FF2069'OF A TELEPHONE POLE.  IT IS A STANDARD DISK, STAMPED BANKS
 FF2069'1954, PROJECTING 4 INCHES.
 FF2069'
 FF2069'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1
 FF2069'AND 42 AT THE WEST EDGE OF CHERRY VALLEY, GO EAST ON STATE
 FF2069'HIGHWAY 42 FOR 0.35 MILE TO THE RAILROAD TRACK AND THE RAILROAD
 FF2069'STATION ON THE LEFT, CROSS TRACKS AND GO EAST AND SOUTHEAST
 FF2069'FOR 3.4 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR
 FF2069'0.4 MILES TO A SIDEROAD RIGHT AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2070 ***********************************************************************
 FF2070  DESIGNATION -  BANKS 2 RESET
 FF2070  PID         -  FF2070
 FF2070  STATE/COUNTY-  AR/CROSS
 FF2070  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF2070
 FF2070                         *CURRENT SURVEY CONTROL
 FF2070  ___________________________________________________________________
 FF2070* NAD 83(1997)-  35 22 59.16296(N)    090 42 27.93287(W)     ADJUSTED  
 FF2070* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 FF2070  ___________________________________________________________________
 FF2070  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FF2070  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF2070
 FF2070  HORZ ORDER  -  SECOND
 FF2070
 FF2070.The horizontal coordinates were established by classical geodetic methods
 FF2070.and adjusted by the National Geodetic Survey in September 1999..
 FF2070
 FF2070.The orthometric height was scaled from a topographic map.
 FF2070
 FF2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2070
 FF2070.The geoid height was determined by GEOID03.
 FF2070
 FF2070;                    North         East     Units Scale Factor Converg.
 FF2070;SPC AR N     -   117,232.941   517,403.678   MT  0.99994206   +0 45 07.0
 FF2070;SPC AR N     -   384,621.74  1,697,515.23   sFT  0.99994206   +0 45 07.0
 FF2070;UTM  15      - 3,917,941.259   708,209.649   MT  1.00013427   +1 19 40.0
 FF2070
 FF2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2070!SPC AR N     -   0.99998327  x   0.99994206  =   0.99992533
 FF2070!UTM  15      -   0.99998327  x   1.00013427  =   1.00011754
 FF2070
 FF2070|---------------------------------------------------------------------|
 FF2070| PID    Reference Object                     Distance      Geod. Az  |
 FF2070|                                                           dddmmss.s |
 FF2070| FF2069 BANKS                                 4.545 METERS 01324     |
 FF2070| FF2210 BANKS 2 RM 3                         33.675 METERS 01811     |
 FF2070| FF2071 BANKS RM 2                           19.840 METERS 30545     |
 FF2070|---------------------------------------------------------------------|
 FF2070
 FF2070                          SUPERSEDED SURVEY CONTROL
 FF2070
 FF2070  NAD 83(1997)-  35 22 59.16621(N)    090 42 27.93079(W) AD(       ) 2
 FF2070  NAD 83(1986)-  35 22 59.17490(N)    090 42 27.93258(W) AD(       ) 2
 FF2070  NAD 27      -  35 22 58.86970(N)    090 42 27.53380(W) AD(       ) 2
 FF2070
 FF2070.Superseded values are not recommended for survey control.
 FF2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2070.See file dsdata.txt to determine how the superseded data were derived.
 FF2070
 FF2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0821017941(NAD 83)
 FF2070_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2070_STAMPING: BANKS 2 1958
 FF2070_MARK LOGO: NGS   
 FF2070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2070+STABILITY: SURFACE MOTION
 FF2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2070+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 FF2070
 FF2070  HISTORY     - Date     Condition        Report By
 FF2070  HISTORY     - 1985     MONUMENTED       NGS
 FF2070  HISTORY     - 20030505 GOOD             USACE
 FF2070
 FF2070                          STATION DESCRIPTION
 FF2070
 FF2070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 FF2070'THE STATION SURFACE MARK AND REFERENCE MARK NO 2 WERE FOUND DESTROYED.
 FF2070'REFERENCE MARK NO 3 AND THE STATION UNDERGROUND MARK WERE RECOVERED IN
 FF2070'GOOD CONDITION.  THE STATION SURFACE MARK WAS RESET OVER THE
 FF2070'UNDERGROUND MARK AND A NEW REFERENCE MARK NO 4 WAS ESTABLISHED AT THIS
 FF2070'DATE.  A NEW DESCRIPTION FOLLOWS.  TO REACH FROM THE POST OFFICE IN
 FF2070'CHERRY VALLEY, GO EASTERLY ON STATE HIGHWAY 42 FOR 3.9 MI (6.28 KM) TO
 FF2070'A GRAVEL SIDE ROAD ON THE RIGHT AND STATION IN SOUTH ANGLE OF
 FF2070'INTERSECTION.  THE STATION MARK IS A STANDARD DISK, STAMPED --BANKS 2
 FF2070'1958--, SET IN THE TOP OF A ROUND CONCRETE POST, PROJECTING 6 INCHES.
 FF2070'IT IS 14.63 M (48.00 FT) SOUTHEAST OF THE CENTER OF GRAVEL ROAD, 13.10
 FF2070'M (42.98 FT) SOUTHWEST OF THE CENTER OF HIGHWAY 42, 6.49 M (21.29 FT)
 FF2070'SOUTH SOUTHEAST OF THE NORTH METAL POST OF SIGN, 4.78 M (15.68 FT)
 FF2070'EAST OF A POWER POLE WITH GUY-WIRE AND 0.43 M (1.41 FT) NORTHEAST OF A
 FF2070'CARSONITE WITNESS POST.  REFERENCE MARK NO 3 IS A STANDARD DISK,
 FF2070'STAMPED--BANKS 2 NO 3 1958--, SET IN THE TOP OF A ROUND CONCRETE POST,
 FF2070'PROJECTING 2 INCHES.  IT IS 16.46 M (54.00 FT) NORTH NORTHEAST OF THE
 FF2070'CENTER OF HIGHWAY 42, 13.72 M (45.01 FT) NORTHWEST OF A CONCRETE
 FF2070'RIGHT-OF-WAY MARKER, 1.68 M (5.51 FT) WEST OF AN 8 INCH OAK TREE, 1.37
 FF2070'M (4.49 FT) SOUTH OF A 6 INCH OAK TREE AND 0.30 M (0.98 FT) WEST
 FF2070'NORTHWEST OF A CARSONITE WITNESS POST.  REFERENCE MARK NO 4 IS A
 FF2070'STANDARD NGS DISK, STAMPED--BANKS 2 1958 NO 4 1985--, SET IN THE TOP
 FF2070'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 15.5 M (50.85
 FF2070'FT) WEST NORTHWEST OF A POWER POLE WITH GUY WIRE, 13.26 M (43.50 FT)
 FF2070'SOUTHWEST OF THE CENTER OF HIGHWAY 42, 6.23 M (20.44 FT) WEST
 FF2070'NORTHWEST OF THE CENTER OF GRAVEL ROAD, 0.46 M (1.51 FT) EAST
 FF2070'NORTHEAST OF FENCE CORNER AND 0.30 M (0.98 FT) SOUTHEAST OF A
 FF2070'CARSONITE WITNESS POST.
 FF2070
 FF2070                          STATION RECOVERY (2003)
 FF2070
 FF2070'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF2070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1278 ***********************************************************************
 DL1278  DESIGNATION -  BANKS MUN TANK
 DL1278  PID         -  DL1278
 DL1278  STATE/COUNTY-  AR/BRADLEY
 DL1278  USGS QUAD   -  BANKS (1985)
 DL1278
 DL1278                         *CURRENT SURVEY CONTROL
 DL1278  ___________________________________________________________________
 DL1278* NAD 83(1997)-  33 34 53.81703(N)    092 16 06.68404(W)     ADJUSTED  
 DL1278* NAVD 88     -                                                        
 DL1278  ___________________________________________________________________
 DL1278  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DL1278  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DL1278
 DL1278  HORZ ORDER  -  THIRD
 DL1278
 DL1278.The horizontal coordinates were established by classical geodetic methods
 DL1278.and adjusted by the National Geodetic Survey in September 1999..
 DL1278
 DL1278
 DL1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1278
 DL1278.The geoid height was determined by GEOID03.
 DL1278
 DL1278;                    North         East     Units Scale Factor Converg.
 DL1278;SPC AR S     -   501,512.156   375,072.856   MT  0.99994949   -0 09 01.0
 DL1278;SPC AR S     - 1,645,377.80  1,230,551.53   sFT  0.99994949   -0 09 01.0
 DL1278;UTM  15      - 3,716,007.627   567,880.375   MT  0.99965680   +0 24 16.6
 DL1278
 DL1278                          SUPERSEDED SURVEY CONTROL
 DL1278
 DL1278  NAD 83(1997)-  33 34 53.82767(N)    092 16 06.67767(W) AD(       ) 4
 DL1278  NAD 83(1986)-  33 34 53.82806(N)    092 16 06.67736(W) AD(       ) 4
 DL1278  NAD 27      -  33 34 53.43146(N)    092 16 06.15188(W) AD(       ) 3
 DL1278
 DL1278.Superseded values are not recommended for survey control.
 DL1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1278.See file dsdata.txt to determine how the superseded data were derived.
 DL1278
 DL1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6788016008(NAD 83)
 DL1278_MARKER: 53 = ELEVATED TANK
 DL1278
 DL1278  HISTORY     - Date     Condition        Report By
 DL1278  HISTORY     - 1965     FIRST OBSERVED   CGS
 DL1278
 DL1278                          STATION DESCRIPTION
 DL1278
 DL1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1278'STATION IS LOCATED ON A HILL, AT THE NORTHEAST EDGE OF THE SMALL
 DL1278'TOWN OF BANKS AND ON THE GROUNDS OF THE BANKS PUBLIC SCHOOL.
 DL1278'
 DL1278'STATION IS A STEEL OVAL SHAPED TANK, SILVER IN COLOR, WITH THE
 DL1278'NAME BANKS ON THE SIDE OF THE TANK.  TANK IS ABOUT 130 FEET IN
 DL1278'HEIGHT AND SUPPORTED BY 4-STEEL TUBULAR SHAPED LEGS.
 DL1278'
 DL1278'POINT INTERSECTED, WAS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2071 ***********************************************************************
 FF2071  DESIGNATION -  BANKS RM 2
 FF2071  PID         -  FF2071
 FF2071  STATE/COUNTY-  AR/CROSS
 FF2071  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF2071
 FF2071                         *CURRENT SURVEY CONTROL
 FF2071  ___________________________________________________________________
 FF2071* NAD 83(1997)-  35 22 59.53902(N)    090 42 28.57089(W)     ADJUSTED  
 FF2071* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 FF2071  ___________________________________________________________________
 FF2071  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FF2071  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF2071
 FF2071  HORZ ORDER  -  SECOND
 FF2071
 FF2071.The horizontal coordinates were established by classical geodetic methods
 FF2071.and adjusted by the National Geodetic Survey in September 1999..
 FF2071
 FF2071.The orthometric height was scaled from a topographic map.
 FF2071
 FF2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2071
 FF2071.The geoid height was determined by GEOID03.
 FF2071
 FF2071;                    North         East     Units Scale Factor Converg.
 FF2071;SPC AR N     -   117,244.318   517,387.426   MT  0.99994206   +0 45 06.7
 FF2071;SPC AR N     -   384,659.07  1,697,461.91   sFT  0.99994206   +0 45 06.7
 FF2071;UTM  15      - 3,917,952.474   708,193.280   MT  1.00013419   +1 19 39.6
 FF2071
 FF2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2071!SPC AR N     -   0.99998327  x   0.99994206  =   0.99992533
 FF2071!UTM  15      -   0.99998327  x   1.00013419  =   1.00011746
 FF2071
 FF2071                          SUPERSEDED SURVEY CONTROL
 FF2071
 FF2071  NAD 83(1997)-  35 22 59.54227(N)    090 42 28.56881(W) AD(       ) 2
 FF2071  NAD 83(1986)-  35 22 59.55061(N)    090 42 28.57034(W) AD(       ) 2
 FF2071
 FF2071.Superseded values are not recommended for survey control.
 FF2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2071.See file dsdata.txt to determine how the superseded data were derived.
 FF2071
 FF2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0819317952(NAD 83)
 FF2071_MARKER: DR = REFERENCE MARK DISK
 FF2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2071_SP_SET: CONCRETE POST
 FF2071_STAMPING: BANKS NO 2 1954
 FF2071_MARK LOGO: CGS   
 FF2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2071+STABILITY: SURFACE MOTION
 FF2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2071+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1990
 FF2071
 FF2071  HISTORY     - Date     Condition        Report By
 FF2071  HISTORY     - 1954     MONUMENTED       CGS
 FF2071  HISTORY     - 19901205 SEE DESCRIPTION  NGS
 FF2071
 FF2071                          STATION DESCRIPTION
 FF2071
 FF2071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2071'THE CONCRETE POST WAS FOUND LYING ON THE TOP OF THE GROUND WITH THE
 FF2071'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1720 ***********************************************************************
 EJ1720  DESIGNATION -  BANNER
 EJ1720  PID         -  EJ1720
 EJ1720  STATE/COUNTY-  AR/SALINE
 EJ1720  USGS QUAD   -  SPRING LAKE (1987)
 EJ1720
 EJ1720                         *CURRENT SURVEY CONTROL
 EJ1720  ___________________________________________________________________
 EJ1720* NAD 83(1997)-  34 33 03.21711(N)    092 20 28.39440(W)     ADJUSTED  
 EJ1720* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 EJ1720  ___________________________________________________________________
 EJ1720  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EJ1720  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EJ1720
 EJ1720  HORZ ORDER  -  SECOND
 EJ1720
 EJ1720.The horizontal coordinates were established by classical geodetic methods
 EJ1720.and adjusted by the National Geodetic Survey in September 1999..
 EJ1720
 EJ1720.The orthometric height was scaled from a topographic map.
 EJ1720
 EJ1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1720
 EJ1720.The geoid height was determined by GEOID03.
 EJ1720
 EJ1720;                    North         East     Units Scale Factor Converg.
 EJ1720;SPC AR S     -   609,039.961   368,682.699   MT  0.99995899   -0 11 27.5
 EJ1720;SPC AR S     - 1,998,158.61  1,209,586.49   sFT  0.99995899   -0 11 27.5
 EJ1720;UTM  15      - 3,823,437.791   560,441.783   MT  0.99964503   +0 22 25.1
 EJ1720
 EJ1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1720!SPC AR S     -   0.99998718  x   0.99995899  =   0.99994618
 EJ1720!UTM  15      -   0.99998718  x   0.99964503  =   0.99963222
 EJ1720
 EJ1720|---------------------------------------------------------------------|
 EJ1720| PID    Reference Object                     Distance      Geod. Az  |
 EJ1720|                                                           dddmmss.s |
 EJ1720| CY5216 BANNER RM 1                          29.622 METERS 08921     |
 EJ1720| EJ1719 MARY LAKE CARMELITE MONASTR TK      APPROX. 1.4 KM 1812544.9 |
 EJ1720| EJ0362 J 84                                 30.205 METERS 19736     |
 EJ1720| CY5215 BANNER AZ MK                                       2435153.4 |
 EJ1720| EJ1724 ALEXANDER RAD STA KKE 92 MAST       APPROX.11.7 KM 3110134.4 |
 EJ1720|---------------------------------------------------------------------|
 EJ1720
 EJ1720                          SUPERSEDED SURVEY CONTROL
 EJ1720
 EJ1720  NAD 83(1986)-  34 33 03.22767(N)    092 20 28.38522(W) AD(       ) 2
 EJ1720  NAD 27      -  34 33 02.88596(N)    092 20 27.83264(W) AD(       ) 2
 EJ1720
 EJ1720.Superseded values are not recommended for survey control.
 EJ1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1720.See file dsdata.txt to determine how the superseded data were derived.
 EJ1720
 EJ1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6044223438(NAD 83)
 EJ1720_MARKER: DS = TRIANGULATION STATION DISK
 EJ1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1720
 EJ1720  HISTORY     - Date     Condition        Report By
 EJ1720  HISTORY     - 1964     MONUMENTED       CGS
 EJ1720
 EJ1720                          STATION DESCRIPTION
 EJ1720
 EJ1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1720'NO MEASUREMENT BETWEEN RMS, BRUSH ON LINE.
 EJ1720'
 EJ1720'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF U.S. HIGHWAY
 EJ1720'167, ABOUT 17 MILES NORTH AND 3 MILES EAST OF SHERIDAN, ABOUT
 EJ1720'13 MILES SOUTH AND 2 MILES WEST OF LITTLE ROCK, ABOUT 0.1 MILE
 EJ1720'SOUTH OF THE EAST END SCHOOL, IN THE NORTH CENTER OF SEC. 18,
 EJ1720'T. 2 S., R. 12 W., AND ON THE PROPERTY OF MR. B.L. BAXLEY.
 EJ1720'IT IS 118 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 167,
 EJ1720'39 FEET NORTHEAST OF A POWER POLE, 20 FEET EAST OF A WIRE
 EJ1720'FENCE, 19 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 EJ1720'BUILDING, AND 19 FEET EAST OF A WITNESS POST.  THE MONUMENT
 EJ1720'IS FLUSH AND THE DISK IS STAMPED BANNER 1964.
 EJ1720'
 EJ1720'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 167 AND 270 IN
 EJ1720'SHERIDAN, GO NORTH ON U.S. HIGHWAY 167 FOR 10.4 MILES TO A SIDE
 EJ1720'ROAD RIGHT, JUST AFTER PASSING A SMALL GROCERY STORE ON THE
 EJ1720'LEFT.  CONTINUE NORTH ON HIGHWAY 167 FOR 5.3 MILES TO A Y-FORK
 EJ1720'(UNDER CONSTRUCTION).  TAKE THE LEFT FORK AND CONTINUE NORTH
 EJ1720'ON HIGHWAY 167 FOR 1.75 MILES TO A POINT WHERE THE HIGHWAY TURNS
 EJ1720'SHARP RIGHT, AND A SIDE ROAD LEFT AND THE STATION STRAIGHT
 EJ1720'AHEAD BEHIND A LARGE TIN COVERED BUILDING.
 EJ1720'
 EJ1720'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 EJ1720'A PAVED ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT, JUST AFTER
 EJ1720'PASSING A DRIVEWAY ON THE RIGHT.
 EJ1720'
 EJ1720'REFERENCE MARK 1 IS 50 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 EJ1720'HIGHWAY 167, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 EJ1720'GROCERY STORE, AND SERVICE STATION, 38 FEET NORTHEAST OF A POWER
 EJ1720'POLE, AND 23 FEET SOUTHEAST OF AN 8 INCH PIN OAK TREE.  THE
 EJ1720'MONUMENT IS FLUSH AND THE DISK IS STAMPED BANNER NO 1 1964.
 EJ1720'
 EJ1720'BENCH MARK J 84 IS A COAST AND GEODETIC SURVEY BENCH MARK DISK
 EJ1720'STAMPED J 84 1935, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 EJ1720'POST THAT PROJECTS 4 INCHES.  IT IS 81 FEET WEST ON THE
 EJ1720'INTERSECTION OF U.S. HIGHWAY 167 AND A PAVED ROAD SOUTHWEST,
 EJ1720'37 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 29 FEET WEST
 EJ1720'OF A POWER POLE, AND 8 FEET NORTHWEST OF A CONCRETE POST WITH
 EJ1720'THE LEGEND USA 1939 WPA ON THE SOUTH SIDE.
 EJ1720'
 EJ1720'THE AZIMUTH MARK IS 94 FEET WEST OF THE INTERSECTION OF THE
 EJ1720'PAVED ROAD AND THE DRIVEWAY, 26 FEET SOUTHWEST OF A FENCE CORNER,
 EJ1720'21 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD, AND 2 FEET
 EJ1720'NORTH OF A POWER POLE AND A WITNESS POST.  THE MONUMENT PROJECTS
 EJ1720'6 INCHES AND THE DISK IS STAMPED BANNER 1964.
 EJ1720'
 EJ1720'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0983 ***********************************************************************
 EH0983  DESIGNATION -  BANQUETTE
 EH0983  PID         -  EH0983
 EH0983  STATE/COUNTY-  AR/LEE
 EH0983  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0983
 EH0983                         *CURRENT SURVEY CONTROL
 EH0983  ___________________________________________________________________
 EH0983* NAD 83(1997)-  34 41 23.40702(N)    090 35 48.93200(W)     ADJUSTED  
 EH0983* NAVD 88     -        58.9    (meters)     193.     (feet)  VERTCON   
 EH0983  ___________________________________________________________________
 EH0983  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 EH0983  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0983
 EH0983  HORZ ORDER  -  SECOND
 EH0983
 EH0983.The horizontal coordinates were established by classical geodetic methods
 EH0983.and adjusted by the National Geodetic Survey in September 1999..
 EH0983
 EH0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0983
 EH0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0983
 EH0983.The geoid height was determined by GEOID03.
 EH0983
 EH0983;                    North         East     Units Scale Factor Converg.
 EH0983;SPC AR S     -   625,281.643   528,559.420   MT  0.99998377   +0 47 07.0
 EH0983;SPC AR S     - 2,051,444.86  1,734,115.36   sFT  0.99998377   +0 47 07.0
 EH0983;SPC MS W     -   575,497.498   675,847.880   MT  0.99995719   -0 09 00.1
 EH0983;SPC MS W     - 1,888,111.37  2,217,344.25   sFT  0.99995719   -0 09 00.1
 EH0983;UTM  15      - 3,841,276.081   720,131.667   MT  1.00019730   +1 22 05.6
 EH0983
 EH0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0983!SPC AR S     -   0.99999499  x   0.99998377  =   0.99997876
 EH0983!SPC MS W     -   0.99999499  x   0.99995719  =   0.99995218
 EH0983!UTM  15      -   0.99999499  x   1.00019730  =   1.00019229
 EH0983
 EH0983|---------------------------------------------------------------------|
 EH0983| PID    Reference Object                     Distance      Geod. Az  |
 EH0983|                                                           dddmmss.s |
 EH0983| EH2833 BANQUETTE RM 4                      399.610 METERS 01402     |
 EH0983| CY5221 BANQUETTE RM 3                       32.327 METERS 07317     |
 EH0983| EH0984 BANQUETTE RM 1                       32.316 METERS 07321     |
 EH0983| EH0985 BANQUETTE RM 2                       36.792 METERS 15054     |
 EH0983| EH2834 BANQUETTE AZ MK 2                   452.027 METERS 2000004.3 |
 EH0983| CY5220 BANQUETTE AZ MK                                    2021502.2 |
 EH0983|---------------------------------------------------------------------|
 EH0983
 EH0983                          SUPERSEDED SURVEY CONTROL
 EH0983
 EH0983  NAD 83(1997)-  34 41 23.40736(N)    090 35 48.93266(W) AD(       ) 2
 EH0983  NAD 83(1997)-  34 41 23.40801(N)    090 35 48.93107(W) AD(       ) 2
 EH0983  NAD 83(1986)-  34 41 23.41369(N)    090 35 48.93120(W) AD(       ) 2
 EH0983  NAD 27      -  34 41 23.05539(N)    090 35 48.54799(W) AD(       ) 2
 EH0983  NGVD 29 (07/19/86)   58.9    (m)          193.     (f) VERT ANG       
 EH0983
 EH0983.Superseded values are not recommended for survey control.
 EH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0983.See file dsdata.txt to determine how the superseded data were derived.
 EH0983
 EH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2013241276(NAD 83)
 EH0983_MARKER: DR = REFERENCE MARK DISK
 EH0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0983_STAMPING: BANQUETTE 1953
 EH0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0983+STABILITY: SURFACE MOTION
 EH0983
 EH0983  HISTORY     - Date     Condition        Report By
 EH0983  HISTORY     - 1953     MONUMENTED       CGS
 EH0983  HISTORY     - 1976     POOR             NGS
 EH0983  HISTORY     - 1980     GOOD             NGS
 EH0983  HISTORY     - 20050413 POOR             USACE
 EH0983
 EH0983                          STATION DESCRIPTION
 EH0983
 EH0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH0983'STATION IS LOCATED ABOUT 16 MILES NORTH OF HELENA, 16 MILES
 EH0983'SOUTHEAST OF MARIANNA, AND 16 MILES SOUTH OF BRICKEYS ON
 EH0983'THE BANQUETTE OF A LEVEE.  THE MARK IS 75 FEET EAST OF THE
 EH0983'CENTER LINE OF THE LEVEE AND 125 FEET SOUTH OF THE NORTH
 EH0983'END OF BANQUETTE.  MARK IS STAMPED BANQUETTE 1953 AND PROJECTS
 EH0983'4 INCHES.
 EH0983'
 EH0983'R.M.NO 1 IS 60 FEET SOUTH OF THE NORTH END OF BANQUETTE AND
 EH0983'12 FEET WEST OF EAST SIDE OF BANQUETTE.  MARK IS STAMPED
 EH0983'BANQUETTE R M NO 1 1953 AND PROJECTS 6 INCHES.
 EH0983'
 EH0983'R.M.NO.2 IS 10 FEET WEST OF EAST SIDE OF BANQUETTE AND IS
 EH0983'STAMPED BANQUETTE R M NO 2 1953 AND PROJECTS 6 INCHES.
 EH0983'
 EH0983'AZIMUTH MARK IS 18 FEET EAST OF CENTER LINE OF LEVEE, 3
 EH0983'FEET NORTH OF A WITNESS POST AND IS STAMPED BANQUETTE 1953
 EH0983'AND PROJECTS 4 INCHES.
 EH0983'
 EH0983'TO REACH FROM THE POST OFFICE IN BRICKEYS, GO SOUTHWEST
 EH0983'ON HIGHWAY NO. 79 FOR 0.7 MILES TO THE JUNCTION OF STATE
 EH0983'ROAD NO. 131, TURN LEFT ON HIGHWAY NO.131 AND GO SOUTH FOR
 EH0983'6.0 MILE TO A CROSS ROAD AND FESPERMAN - CHIPMAN STORE ON
 EH0983'THE LEFT, TURN RIGHT AND GO SOUTH FOR 5.0 MILES TO A STAGGERING
 EH0983'CROSS ROAD, TURN LEFT AND GO TO THE CROWN OF THE LEVEE,
 EH0983'TURN RIGHT ON THE CROWN OF THE LEVEE AND GO 7.5 MILES, KEEPING
 EH0983'RIGHT ON MAIN LEVEE ROAD TO THE STATION ON THE LEFT AS
 EH0983'DESCRIBED.
 EH0983'
 EH0983'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH
 EH0983'ON THE LEVEE ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 EH0983'LEFT AS DESCRIBED.
 EH0983'
 EH0983'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH0983
 EH0983                          STATION RECOVERY (1976)
 EH0983
 EH0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0983'7.45 MI S FROM WHITEHALL.
 EH0983'7.45 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0983'WHITEHALL, 0.45 MILE SOUTH OF MILEPOST 212/213, 120 FEET NORTHWEST OF
 EH0983'BANQUETT RM 2, 105.5 FEET SOUTHWEST OF BANQUETT RM 1, 84 FEET EAST OF
 EH0983'THE CENTER LINE OF THE LEVEE.  NOTE.  THIS MARK WAS UNFIT FOR VERTICAL
 EH0983'CONTROL.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0
 EH0983'INCHES.  ABOUT LEVEL WITH GROUND 1 FOOT EAST OF A WITNESS POST.
 EH0983
 EH0983                          STATION RECOVERY (1980)
 EH0983
 EH0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH0983'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN
 EH0983'GOOD CONDITION.  REFERENCE MARK 1 WAS RECOVERED WITH THE DISK
 EH0983'REMOVED.  THE AZIMUTH MARK WAS FOUND DESTROYED.  REFERENCE MARK 3
 EH0983'WAS ESTABLISHED USING THE CONCRETE POST FROM REFERENCE MARK 1.
 EH0983'THE MEASUREMENT
 EH0983'TO REFERENCE MARK 2 CHECKED ADEQUATE.
 EH0983'REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED AT THIS TIME TO USE
 EH0983'THE LEVEE AS A HEIGHT ADVANTAGE.  A NEW AZIMUTH MARK WAS
 EH0983'ESTABLISHED AT THIS TIME.
 EH0983'A COMPLETE DESCRIPTION FOLLOWS.
 EH0983'
 EH0983'THE STATION IS LOCATED ABOUT 25.7 KILOMETERS (16 MI) NORTH OF
 EH0983'HELENA, 17.7 KILOMETERS (11 MI) SOUTHEAST OF MARIANNA, AND 25.7
 EH0983'KILOMETERS (16 MI) SOUTH OF BRICKEYS IN AN OPEN AREA ON
 EH0983'THE EAST SIDE OF THE MAIN LEVEE ALONG THE WEST SIDE OF THE
 EH0983'MISSISSIPPI RIVER.  PERMISSION TO USE THE STATION WAS OBTAINED
 EH0983'FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE ST. FRANCIS
 EH0983'LEVEE DISTRICT OF ARKANSAS, P.O. BOX 308, WEST MEMPHIS,
 EH0983'AR 72301.  TELEPHONE NUMBER 501-735-1062.
 EH0983'
 EH0983'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH0983'STATE HIGHWAY 1, AT THE NORTH SIDE OF MARIANNA, GO NORTHEAST OF U.
 EH0983'S. 79 FOR 3.4 MILES (5.5 KM) TO STATE HIGHWAY 121 ON THE RIGHT AND
 EH0983'A SIGN (CORPS OF ENGINEERS PUMPING STATION) ON THE RIGHT
 EH0983'TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 121 FOR 9.45 MILES
 EH0983'(15.2 KM) TO THE END OF THE HIGHWAY AND A DIRT ROAD RIGHT, JUST
 EH0983'BEFORE REACHING A SMALL PARK.  TURN RIGHT AND GO WESTERLY AND
 EH0983'SOUTHERLY ON THE DIRT ROAD FOR 2.05 MILES (3.3 KM) TO A STOP SIGN
 EH0983'AT THE TOP OF THE LEVEE.  TURN LEFT AND GO EASTERLY ON THE
 EH0983'LEVEE ROAD, PASSING THE CORPS OF ENGINEERS PUMPING STATION, FOR
 EH0983'3.25 MILES (5.2 KM) TO A FORK OF LEVEES.  TAKE THE RIGHT FORK AND
 EH0983'GO SOUTHEASTERLY ON THE LEVEE ROAD FOR 1.5 MILES (2.4 KM) TO A
 EH0983'CATTLE GUARD.  CONTINUE AHEAD ON THE LEVEE ROAD FOR 0.65 MILE
 EH0983'(1.0 KM) TO THE STATION ON THE LEFT.
 EH0983'
 EH0983'THE STATION IS A STANDARD CGS DISK
 EH0983'STAMPED---BANQUETTE 1953------,
 EH0983'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE
 EH0983'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 EH0983'27.1  METERS WEST-NORTHWEST FROM THE SOUTHEAST EDGE OF A
 EH0983'CLEARING.
 EH0983'25.9 METERS EAST-SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH0983'0.34 METER EAST-SOUTHEAST FROM A METAL WITNESS POST.
 EH0983'
 EH0983'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 EH0983'STAMPED---BANQUETTE NO 2 1953------,
 EH0983'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE
 EH0983'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 EH0983'3.0 METERS WEST FROM THE EAST SIDE OF THE OPEN AREA.
 EH0983'MARK IS LEVEL WITH STATION.
 EH0983'
 EH0983'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 EH0983'STAMPED---BANQUETTE 1953 NO 3 1979---,
 EH0983'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 15 CM IN DIAMETER
 EH0983'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 EH0983'3.7 METERS WEST FROM THE EAST EDGE OF THE OPEN AREA.
 EH0983'MARK IS LEVEL WITH STATION.
 EH0983'
 EH0983'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 EH0983'STAMPED---BANQUETTE 1953 NO 4 1979---,
 EH0983'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH0983'FLUSH WITH GROUND.  IT IS LOCATED
 EH0983'6.3 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH0983'1.7 METERS SOUTH FROM A METAL WITNESS POST.
 EH0983'MARK IS ABOVE STATION 6 METERS.
 EH0983'
 EH0983'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 EH0983'STAMPED---BANQUETTE 1953 NO 2 1979---,
 EH0983'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH0983'FLUSH WITH GROUND.  IT IS LOCATED
 EH0983'7.0 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH0983'0.58 METER NORTH FROM A METAL WITNESS POST.
 EH0983'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ON THE
 EH0983'LEVEE ROAD FOR 0.3 MILE (0.5 KM) TO THE MARK ON THE LEFT.
 EH0983'
 EH0983'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 EH0983'A LEVEL TIE WAS MADE FROM REFERENCE MARK 2 TO THE STATION.
 EH0983
 EH0983                          STATION RECOVERY (2005)
 EH0983
 EH0983'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH0983'CONCRETE SLAB AND STEM INTACT, DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1991 ***********************************************************************
 DK1991  DESIGNATION -  BANQUETTE
 DK1991  PID         -  DK1991
 DK1991  STATE/COUNTY-  AR/DESHA
 DK1991  USGS QUAD   -  YANCOPIN (1972)
 DK1991
 DK1991                         *CURRENT SURVEY CONTROL
 DK1991  ___________________________________________________________________
 DK1991* NAD 83(1997)-  33 54 52.78333(N)    091 09 42.82695(W)     ADJUSTED  
 DK1991* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 DK1991  ___________________________________________________________________
 DK1991  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DK1991  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1991
 DK1991  HORZ ORDER  -  FIRST
 DK1991
 DK1991.The horizontal coordinates were established by classical geodetic methods
 DK1991.and adjusted by the National Geodetic Survey in September 1999..
 DK1991
 DK1991.The orthometric height was scaled from a topographic map.
 DK1991
 DK1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1991
 DK1991.The geoid height was determined by GEOID03.
 DK1991
 DK1991;                    North         East     Units Scale Factor Converg.
 DK1991;SPC AR S     -   538,734.968   477,498.350   MT  0.99992064   +0 28 08.7
 DK1991;SPC AR S     - 1,767,499.64  1,566,592.50   sFT  0.99992064   +0 28 08.7
 DK1991;UTM  15      - 3,754,215.070   669,925.531   MT  0.99995596   +1 01 33.0
 DK1991
 DK1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1991!SPC AR S     -   0.99999741  x   0.99992064  =   0.99991805
 DK1991!UTM  15      -   0.99999741  x   0.99995596  =   0.99995337
 DK1991
 DK1991|---------------------------------------------------------------------|
 DK1991| PID    Reference Object                     Distance      Geod. Az  |
 DK1991|                                                           dddmmss.s |
 DK1991| CY5218 BANQUETTE RM 1                       44.439 METERS 16600     |
 DK1991| CY5217 BANQUETTE AZ MK                                    3034922.0 |
 DK1991| CY5219 BANQUETTE RM 2                       51.725 METERS 31837     |
 DK1991|---------------------------------------------------------------------|
 DK1991
 DK1991                          SUPERSEDED SURVEY CONTROL
 DK1991
 DK1991  NAD 83(1997)-  33 54 52.78683(N)    091 09 42.82512(W) AD(       ) 1
 DK1991  NAD 83(1986)-  33 54 52.78960(N)    091 09 42.82237(W) AD(       ) 1
 DK1991  NAD 27      -  33 54 52.41191(N)    091 09 42.41741(W) AD(       ) 1
 DK1991
 DK1991.Superseded values are not recommended for survey control.
 DK1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1991.See file dsdata.txt to determine how the superseded data were derived.
 DK1991
 DK1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6992654215(NAD 83)
 DK1991_MARKER: DS = TRIANGULATION STATION DISK
 DK1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1991
 DK1991  HISTORY     - Date     Condition        Report By
 DK1991  HISTORY     - 1940     MONUMENTED       CGS
 DK1991  HISTORY     - 1964     MARK NOT FOUND   CGS
 DK1991  HISTORY     - 19710407 GOOD             USGS
 DK1991
 DK1991                          STATION DESCRIPTION
 DK1991
 DK1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK1991'STATION IS ABOUT 19 MILES AIR LINE AND 25 MILES BY ROAD E OF
 DK1991'DUMAS, 10 MILES AIR LINE NE OF KELSO AND 4 MILES AIR LINE ESE OF
 DK1991'YANCOPIN.
 DK1991'
 DK1991'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK1991'BRONZE DISKS SET IN CONCRETE.
 DK1991'
 DK1991'REFERENCE MARK NO. 2 IS 70 FEET SW OF CENTER LINE OF LEVEE AND
 DK1991'REFERENCE MARK NO. 1 IS 75 FEET SW OF CENTER LINE OF LEVEE,
 DK1991'STAMPED NO. 2 1940 AND NO. 1 1940, RESPECTIVELY.  REFERENCE MARKS
 DK1991'AND STATION MARKS ARE AT THE SAME ELEVATION.
 DK1991'
 DK1991'THE AZIMUTH MARK IS 0.5 MILE NW OF STATION ON THE SW SIDE OF
 DK1991'LEVEE, 46 FEET FROM CENTER LINE OF LEVEE AND 57 FEET NE OF
 DK1991'TELEPHONE POLE, 4.7 FEET SE OF WHITE WITNESS POST.  IT IS STAMPED
 DK1991'BANQUETTE 1940.
 DK1991'
 DK1991'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 65 AND STATE
 DK1991'HIGHWAY 54 IN DUMAS BY GOING 17.2 MILES E ON STATE HIGHWAY 54 AND
 DK1991'STATE HIGHWAY 1 TO WATSON.  AT WATSON CROSS TRACKS AND CONTINUE
 DK1991'E 0.1 MILE TO T-INTERSECTION, TURN LEFT (NE) AND GO 4.0 MILES TO
 DK1991'BASE OF LEVEE IN YANCOPIN, TURN RIGHT AND FOLLOW ALONG BASE OF
 DK1991'LEVEE SE 4.3 MILES TO STATION.  THE MARK IS 60 FEET SW OF CENTER
 DK1991'LINE OF LEVEE AND 5.1 FEET NW OF WHITE WITNESS STAKE, STAMPED
 DK1991'BANQUETTE 1940.
 DK1991'
 DK1991'A 126-FOOT TOWER WAS USED.
 DK1991
 DK1991                          STATION RECOVERY (1964)
 DK1991
 DK1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAT)
 DK1991'STATION AND ALL MARKS WERE SEARCHED FOR USING AND INVERSE
 DK1991'COMPUTATION, BUT COULD NOT BE FOUND AND SHOULD BE CONSIDERED AS
 DK1991'LOST.  A NEW STATION BANQUETTE 2 1964 WAS ESTABLISHED NEAR BY AT
 DK1991'THIS TIME.
 DK1991
 DK1991                          STATION RECOVERY (1971)
 DK1991
 DK1991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 DK1991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1990 ***********************************************************************
 DK1990  DESIGNATION -  BANQUETTE 2
 DK1990  PID         -  DK1990
 DK1990  STATE/COUNTY-  AR/DESHA
 DK1990  USGS QUAD   -  YANCOPIN (1972)
 DK1990
 DK1990                         *CURRENT SURVEY CONTROL
 DK1990  ___________________________________________________________________
 DK1990* NAD 83(1997)-  33 54 54.77026(N)    091 09 43.10546(W)     ADJUSTED  
 DK1990* NAVD 88     -        53.47   (+/-2cm)     175.4    (feet)  VERTCON   
 DK1990  ___________________________________________________________________
 DK1990  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DK1990  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1990
 DK1990  HORZ ORDER  -  FIRST
 DK1990  VERT ORDER  -  THIRD ? (See Below)
 DK1990
 DK1990.The horizontal coordinates were established by classical geodetic methods
 DK1990.and adjusted by the National Geodetic Survey in September 1999..
 DK1990
 DK1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1990.The vertical order pertains to the NGVD 29 superseded value.
 DK1990
 DK1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1990
 DK1990.The geoid height was determined by GEOID03.
 DK1990
 DK1990;                    North         East     Units Scale Factor Converg.
 DK1990;SPC AR S     -   538,796.123   477,490.695   MT  0.99992062   +0 28 08.5
 DK1990;SPC AR S     - 1,767,700.28  1,566,567.39   sFT  0.99992062   +0 28 08.5
 DK1990;UTM  15      - 3,754,276.149   669,917.282   MT  0.99995593   +1 01 32.9
 DK1990
 DK1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1990!SPC AR S     -   0.99999575  x   0.99992062  =   0.99991638
 DK1990!UTM  15      -   0.99999575  x   0.99995593  =   0.99995169
 DK1990
 DK1990|---------------------------------------------------------------------|
 DK1990| PID    Reference Object                     Distance      Geod. Az  |
 DK1990|                                                           dddmmss.s |
 DK1990| CY5225 BANQUETTE 2 RM 3                     30.456 METERS 16514     |
 DK1990| CY5224 BANQUETTE 2 AZ MK                                  3021614.4 |
 DK1990| CY5226 BANQUETTE 2 RM 4                     26.908 METERS 30715     |
 DK1990|---------------------------------------------------------------------|
 DK1990
 DK1990                          SUPERSEDED SURVEY CONTROL
 DK1990
 DK1990  NAD 83(1997)-  33 54 54.77356(N)    091 09 43.10433(W) AD(       ) 1
 DK1990  NAD 83(1986)-  33 54 54.77662(N)    091 09 43.10149(W) AD(       ) 1
 DK1990  NAD 27      -  33 54 54.39787(N)    091 09 42.69490(W) AD(       ) 1
 DK1990  NGVD 29 (07/19/86)   53.55   (m)          175.7    (f) LEVELING    3  
 DK1990
 DK1990.Superseded values are not recommended for survey control.
 DK1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1990.See file dsdata.txt to determine how the superseded data were derived.
 DK1990
 DK1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6991754276(NAD 83)
 DK1990_MARKER: DS = TRIANGULATION STATION DISK
 DK1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1990+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 DK1990
 DK1990  HISTORY     - Date     Condition        Report By
 DK1990  HISTORY     - 1964     MONUMENTED       CGS
 DK1990  HISTORY     - 19720203 GOOD             USGS
 DK1990  HISTORY     - 19980407 GOOD             USACE
 DK1990  HISTORY     - 20040414 GOOD             ARHD
 DK1990
 DK1990                          STATION DESCRIPTION
 DK1990
 DK1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 DK1990'STATION IS ABOUT 8 MILES SOUTHEAST OF WATSON, 6 MILES EAST OF
 DK1990'KELSO, AND ON PROPERTY OF THE MC GEHEE LEVEE BOARD.
 DK1990'
 DK1990'TO REACH FROM THE RAILROAD DEPOT IN WATSON, GO SOUTHEAST ON STATE
 DK1990'HIGHWAY 1 FOR 0.15 MILE TO A REVERSE-Y.  TURN LEFT AND GO
 DK1990'NORTHERLY ON THE BLACKTOP AND GRAVELED ROAD FOR 3.85 MILES TO A
 DK1990'T-ROAD INTERSECTION WITH A LEVEE STRAIGHT AHEAD AND A RAILROAD
 DK1990'TRESTLE ON THE LEFT.  TURN RIGHT ON THE GRAVELED ROAD AND GO
 DK1990'SOUTHERLY ON THE TOP OF THE LEVEE ROAD FOR 3.5 MILES TO A CATTLE
 DK1990'GUARD.  CONTINUE EASTERLY ON THE GRAVELED ROAD FOR 0.4 MILE TO
 DK1990'THE AZIMUTH MARK ON THE LEFT AND A SIDE ROAD RIGHT LEADING TO A
 DK1990'FARMHOUSE.  CONTINUE SOUTHEAST ON THE GRAVELED ROAD FOR 0.45
 DK1990'MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING A TRACK
 DK1990'CROSSROAD.
 DK1990'
 DK1990'STATION MARKS ARE STANDARD DISK STAMPED BANQUETTE 2 1964.  THE
 DK1990'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 DK1990'WITH THE SURFACE OF THE GROUND.  IT IS 105 FEET SOUTHEAST OF
 DK1990'LEVEE MARKER 3800, 77 FEET NORTH OF THE CROSSROAD INTERSECTION,
 DK1990'42 FEET SOUTH OF A WOODEN RIVER GUAGE FASTENED TO A STEEL PIPE,
 DK1990'AND 21 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD.
 DK1990'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48
 DK1990'INCHES BELOW THE SURFACE OF THE GROUND.
 DK1990'
 DK1990'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BANQUETTE 2 NO 3
 DK1990'1964, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 DK1990'SURFACE OF THE GROUND.  IT IS 21 FEET SOUTHWEST OF THE
 DK1990'INTERSECTION, 19 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD,
 DK1990'AND 18 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD.
 DK1990'
 DK1990'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BANQUETTE 2 NO 4
 DK1990'1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 DK1990'SURFACE OF THE GROUND.  IT IS 60 FEET WEST OF THE RIVER GAUGE, 39
 DK1990'FEET EAST OF THE LEVEE MARKER 3800, AND 20 FEET NORTHEAST OF THE
 DK1990'CENTERLINE OF THE GRAVELED ROAD.
 DK1990'
 DK1990'THE AZIMUTH MARK, A STANDARD DISK STAMPED BANQUETTE 2 1964,
 DK1990'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 DK1990'SURFACE OF THE GROUND.  IT IS 28 FEET NORTH OF THE INTERSECTION OF
 DK1990'THE GRAVELED ROAD AND THE SIDE ROAD RIGHT, 24 FEET NORTHEAST
 DK1990'OF MR. LESTER JOHNSONS MAIL BOX, AND 13 FEET NORTHEAST OF THE
 DK1990'CENTERLINE OF THE GRAVELED ROAD.
 DK1990'
 DK1990'NOTE--REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 DK1990'
 DK1990'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 DK1990
 DK1990                          STATION RECOVERY (1972)
 DK1990
 DK1990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RSP)
 DK1990'RECOVERED IN GOOD CONDITION.
 DK1990
 DK1990                          STATION RECOVERY (1998)
 DK1990
 DK1990'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1998 (JPG)
 DK1990'SET A POST 1 FOOT AWAY WITH SIGN.
 DK1990
 DK1990                          STATION RECOVERY (2004)
 DK1990
 DK1990'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 DK1990'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2834 ***********************************************************************
 EH2834  DESIGNATION -  BANQUETTE AZ MK 2
 EH2834  PID         -  EH2834
 EH2834  STATE/COUNTY-  AR/LEE
 EH2834  USGS QUAD   -  STUBBS ISLAND (1982)
 EH2834
 EH2834                         *CURRENT SURVEY CONTROL
 EH2834  ___________________________________________________________________
 EH2834* NAD 83(1997)-  34 41 09.62280(N)    090 35 55.00606(W)     ADJUSTED  
 EH2834* NAVD 88     -        63.9    (meters)     210.     (feet)  VERTCON   
 EH2834  ___________________________________________________________________
 EH2834  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 EH2834  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2834
 EH2834  HORZ ORDER  -  SECOND
 EH2834
 EH2834.The horizontal coordinates were established by classical geodetic methods
 EH2834.and adjusted by the National Geodetic Survey in September 1999..
 EH2834
 EH2834.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2834
 EH2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2834
 EH2834.The geoid height was determined by GEOID03.
 EH2834
 EH2834;                    North         East     Units Scale Factor Converg.
 EH2834;SPC AR S     -   624,854.808   528,410.648   MT  0.99998301   +0 47 03.6
 EH2834;SPC AR S     - 2,050,044.48  1,733,627.27   sFT  0.99998301   +0 47 03.6
 EH2834;SPC MS W     -   575,073.159   675,692.164   MT  0.99995728   -0 09 03.5
 EH2834;SPC MS W     - 1,886,719.19  2,216,833.37   sFT  0.99995728   -0 09 03.5
 EH2834;UTM  15      - 3,840,847.663   719,987.214   MT  1.00019652   +1 22 01.7
 EH2834
 EH2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2834!SPC AR S     -   0.99999421  x   0.99998301  =   0.99997722
 EH2834!SPC MS W     -   0.99999421  x   0.99995728  =   0.99995149
 EH2834!UTM  15      -   0.99999421  x   1.00019652  =   1.00019073
 EH2834
 EH2834:                Primary Azimuth Mark                     Grid Az
 EH2834:SPC AR S     -  BANQUETTE                                019 12 57.2
 EH2834:SPC MS W     -  BANQUETTE                                020 09 04.3
 EH2834:UTM  15      -  BANQUETTE                                018 37 59.1
 EH2834
 EH2834|---------------------------------------------------------------------|
 EH2834| PID    Reference Object                     Distance      Geod. Az  |
 EH2834|                                                           dddmmss.s |
 EH2834| EH0983 BANQUETTE                           452.027 METERS 0200000.8 |
 EH2834|---------------------------------------------------------------------|
 EH2834
 EH2834                          SUPERSEDED SURVEY CONTROL
 EH2834
 EH2834  NAD 83(1997)-  34 41 09.62308(N)    090 35 55.00672(W) AD(       ) 2
 EH2834  NAD 83(1997)-  34 41 09.62375(N)    090 35 55.00515(W) AD(       ) 2
 EH2834  NAD 83(1986)-  34 41 09.62944(N)    090 35 55.00530(W) AD(       ) 2
 EH2834  NAD 27      -  34 41 09.27087(N)    090 35 54.62195(W) AD(       ) 2
 EH2834  NGVD 29 (07/19/86)   63.9    (m)          210.     (f) VERT ANG       
 EH2834
 EH2834.Superseded values are not recommended for survey control.
 EH2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2834.See file dsdata.txt to determine how the superseded data were derived.
 EH2834
 EH2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1998740848(NAD 83)
 EH2834_MARKER: DZ = AZIMUTH MARK DISK
 EH2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2834+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 EH2834
 EH2834  HISTORY     - Date     Condition        Report By
 EH2834  HISTORY     - 1979     MONUMENTED       NGS
 EH2834  HISTORY     - 20050413 GOOD             USACE
 EH2834
 EH2834                          STATION DESCRIPTION
 EH2834
 EH2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2834'THE STATION IS LOCATED ABOUT 33.4 KILOMETERS (20-3/4 MI)
 EH2834'SOUTH OF HUGHES, 17.7 KILOMETERS (11 MI) SOUTHEAST OF
 EH2834'MARIANNA, AND 17.7 KILOMETERS (11 MI) NORTH OF HELENA.
 EH2834'PERMISSION FOR THE STATION WAS OBTAINED FROM MR. BURRELL B.
 EH2834'FAIR, CHIEF ENGINEER FOR THE ST. FRANCIS LEVEE DISTRICT OF
 EH2834'ARKANSAS, P.O. BOX 308, WEST MEMPHIS, AR 72301.  TELEPHONE
 EH2834'NUMBER 501-735-1062.
 EH2834'
 EH2834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 EH2834'AND STATE HIGHWAY 1, AT THE NORTH SIDE OF MARIANNA, GO NORTH
 EH2834'ON HIGHWAY 79 FOR 3.4 MILES (5.5 KM) TO STATE HIGHWAY 121 ON THE
 EH2834'RIGHT AND A SIGN (CORPS OF ENGINEERS PUMPING STATION) ON THE LEFT.
 EH2834'TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 121 FOR 9.45
 EH2834'MILES (15.2 KM) TO THE END OF THE HIGHWAY AND A DIRT ROAD
 EH2834'RIGHT, JUST BEFORE REACHING A SMALL PARK.  TURN RIGHT AND GO
 EH2834'WESTERLY AND SOUTHERLY ON THE DIRT ROAD FOR 2.05 MILES (3.3 KM)
 EH2834'TO A STOP SIGN AT THE TOP OF THE LEVEE.  TURN LEFT AND GO
 EH2834'EASTERLY ON THE LEVEE ROAD, PASSING THE CORPS OF ENGINEERS
 EH2834'PUMPING STATION, FOR 3.25 MILES (5.2 KM) TO A FORK OF LEVEES.
 EH2834'TAKE THE RIGHT FORK AND GO SOUTHEASTERLY ON THE LEVEE ROAD
 EH2834'FOR 1.5 MILES (2.4 KM) TO A CATTLE GUARD.
 EH2834'CONTINUE AHEAD ON THE LEVEE ROAD FOR 0.95 MILE
 EH2834'(1.5 KM) TO THE STATION ON THE LEFT.
 EH2834'
 EH2834'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 EH2834'STAMPED---BANQUETTE 1953 NO 2 1979---,
 EH2834'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2834'FLUSH WITH GROUND.  IT IS LOCATED
 EH2834'7.0 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2834'0.58 METER NORTH FROM A METAL WITNESS POST.
 EH2834'
 EH2834'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH2834
 EH2834                          STATION RECOVERY (2005)
 EH2834
 EH2834'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0984 ***********************************************************************
 EH0984  DESIGNATION -  BANQUETTE RM 1
 EH0984  PID         -  EH0984
 EH0984  STATE/COUNTY-  AR/LEE
 EH0984  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0984
 EH0984                         *CURRENT SURVEY CONTROL
 EH0984  ___________________________________________________________________
 EH0984* NAD 83(1986)-  34 41 24.     (N)    090 35 49.     (W)     SCALED    
 EH0984* NAVD 88     -        58.462  (meters)     191.80   (feet)  ADJUSTED  
 EH0984  ___________________________________________________________________
 EH0984  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0984  DYNAMIC HT  -          58.406 (meters)     191.62  (feet)  COMP
 EH0984  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 EH0984
 EH0984  VERT ORDER  -  FIRST     CLASS II
 EH0984
 EH0984.The horizontal coordinates were scaled from a topographic map and have
 EH0984.an estimated accuracy of +/- 6 seconds.
 EH0984
 EH0984.The orthometric height was determined by differential leveling
 EH0984.and adjusted by the National Geodetic Survey in June 1991..
 EH0984
 EH0984.The geoid height was determined by GEOID03.
 EH0984
 EH0984.The dynamic height is computed by dividing the NAVD 88
 EH0984.geopotential number by the normal gravity value computed on the
 EH0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0984.degrees latitude (g = 980.6199 gals.).
 EH0984
 EH0984.The modeled gravity was interpolated from observed gravity values.
 EH0984
 EH0984;                    North         East    Units  Estimated Accuracy
 EH0984;SPC AR S     -   625,300.      528,560.      MT  (+/- 180 meters Scaled)
 EH0984
 EH0984                          SUPERSEDED SURVEY CONTROL
 EH0984
 EH0984  NGVD 29 (??/??/??)   58.492  (m)          191.90   (f) ADJUSTED    1 2
 EH0984
 EH0984.Superseded values are not recommended for survey control.
 EH0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0984.See file dsdata.txt to determine how the superseded data were derived.
 EH0984
 EH0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU201412(NAD 83)
 EH0984_MARKER: DR = REFERENCE MARK DISK
 EH0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0984_STAMPING: BANQUETTE RM NO 1 1953
 EH0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0984+STABILITY: SURFACE MOTION
 EH0984
 EH0984  HISTORY     - Date     Condition        Report By
 EH0984  HISTORY     - 1953     MONUMENTED       CGS
 EH0984  HISTORY     - 1976     GOOD             NGS
 EH0984
 EH0984                          STATION DESCRIPTION
 EH0984
 EH0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0984'7.45 MI S FROM WHITEHALL.
 EH0984'7.45 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0984'WHITEHALL, 0.45 MILE SOUTH OF MILEPOST 212/213, 171 FEET EAST OF THE
 EH0984'CENTER LINE OF THE LEVEE, 142.6 FEET NORTH OF BANQUETT RM 2 AND 105.6
 EH0984'FEET NORTHEAST OF BANQUETTE.  A DISK SET IN THE TOP OF A CONCRETE POST
 EH0984'PROJECTING +2 INCHES.  106 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0985 ***********************************************************************
 EH0985  DESIGNATION -  BANQUETTE RM 2
 EH0985  PID         -  EH0985
 EH0985  STATE/COUNTY-  AR/LEE
 EH0985  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0985
 EH0985                         *CURRENT SURVEY CONTROL
 EH0985  ___________________________________________________________________
 EH0985* NAD 83(1986)-  34 41 22.     (N)    090 35 48.     (W)     SCALED    
 EH0985* NAVD 88     -        58.007  (meters)     190.31   (feet)  ADJUSTED  
 EH0985  ___________________________________________________________________
 EH0985  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0985  DYNAMIC HT  -          57.952 (meters)     190.13  (feet)  COMP
 EH0985  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 EH0985
 EH0985  VERT ORDER  -  FIRST     CLASS II
 EH0985
 EH0985.The horizontal coordinates were scaled from a topographic map and have
 EH0985.an estimated accuracy of +/- 6 seconds.
 EH0985
 EH0985.The orthometric height was determined by differential leveling
 EH0985.and adjusted by the National Geodetic Survey in June 1991..
 EH0985
 EH0985.The geoid height was determined by GEOID03.
 EH0985
 EH0985.The dynamic height is computed by dividing the NAVD 88
 EH0985.geopotential number by the normal gravity value computed on the
 EH0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0985.degrees latitude (g = 980.6199 gals.).
 EH0985
 EH0985.The modeled gravity was interpolated from observed gravity values.
 EH0985
 EH0985;                    North         East    Units  Estimated Accuracy
 EH0985;SPC AR S     -   625,240.      528,580.      MT  (+/- 180 meters Scaled)
 EH0985
 EH0985                          SUPERSEDED SURVEY CONTROL
 EH0985
 EH0985  NGVD 29 (??/??/??)   58.037  (m)          190.41   (f) ADJUSTED    1 2
 EH0985
 EH0985.Superseded values are not recommended for survey control.
 EH0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0985.See file dsdata.txt to determine how the superseded data were derived.
 EH0985
 EH0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU201412(NAD 83)
 EH0985_MARKER: DR = REFERENCE MARK DISK
 EH0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0985_STAMPING: BANQUETTE RM NO 2 1953
 EH0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0985+STABILITY: SURFACE MOTION
 EH0985
 EH0985  HISTORY     - Date     Condition        Report By
 EH0985  HISTORY     - 1953     MONUMENTED       CGS
 EH0985  HISTORY     - 1976     GOOD             NGS
 EH0985
 EH0985                          STATION DESCRIPTION
 EH0985
 EH0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0985'7.45 MI S FROM WHITEHALL.
 EH0985'7.45 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0985'WHITEHALL, 0.45 MILES SOUTH OF MILEPOST 212/213, 171 FEET EAST OF THE
 EH0985'CENTER LINE OF THE LEVEE, 142.6 FEET SOUTH OF BANQUETTE RM 1, AND
 EH0985'120.5 FEET SOUTHEAST OF BANQUETTE.  A DISK SET IN THE TOP OF A
 EH0985'CONCRETE POST PROJECTING +2 INCHES.  121 FEET SOUTHEAST OF A WITNESS
 EH0985'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2833 ***********************************************************************
 EH2833  DESIGNATION -  BANQUETTE RM 4
 EH2833  PID         -  EH2833
 EH2833  STATE/COUNTY-  AR/LEE
 EH2833  USGS QUAD   -  STUBBS ISLAND (1982)
 EH2833
 EH2833                         *CURRENT SURVEY CONTROL
 EH2833  ___________________________________________________________________
 EH2833* NAD 83(1997)-  34 41 35.98803(N)    090 35 45.12553(W)     ADJUSTED  
 EH2833* NAVD 88     -        64.5    (meters)     212.     (feet)  VERTCON   
 EH2833  ___________________________________________________________________
 EH2833  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 EH2833  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2833
 EH2833  HORZ ORDER  -  FIRST
 EH2833
 EH2833.The horizontal coordinates were established by classical geodetic methods
 EH2833.and adjusted by the National Geodetic Survey in September 1999..
 EH2833
 EH2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2833
 EH2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2833
 EH2833.The geoid height was determined by GEOID03.
 EH2833
 EH2833;                    North         East     Units Scale Factor Converg.
 EH2833;SPC AR S     -   625,670.616   528,650.979   MT  0.99998447   +0 47 09.2
 EH2833;SPC AR S     - 2,052,721.01  1,734,415.75   sFT  0.99998447   +0 47 09.2
 EH2833;SPC MS W     -   575,884.914   675,945.773   MT  0.99995713   -0 08 58.0
 EH2833;SPC MS W     - 1,889,382.42  2,217,665.42   sFT  0.99995713   -0 08 58.0
 EH2833;UTM  15      - 3,841,666.048   720,219.282   MT  1.00019778   +1 22 08.2
 EH2833
 EH2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2833!SPC AR S     -   0.99999411  x   0.99998447  =   0.99997858
 EH2833!SPC MS W     -   0.99999411  x   0.99995713  =   0.99995124
 EH2833!UTM  15      -   0.99999411  x   1.00019778  =   1.00019189
 EH2833
 EH2833|---------------------------------------------------------------------|
 EH2833| PID    Reference Object                     Distance      Geod. Az  |
 EH2833|                                                           dddmmss.s |
 EH2833| EH0983 BANQUETTE                           399.610 METERS 19402     |
 EH2833| EH2834 BANQUETTE AZ MK 2                   APPROX. 0.9 KM 1971201.7 |
 EH2833| CY5222 BANQUETTE RM 5                       21.902 METERS 20925     |
 EH2833| EH0982 G 222                               256.732 METERS 31322     |
 EH2833| EH2837 G 222 TPT                           250.032 METERS 31323     |
 EH2833| CY5223 BANQUETTE RM 6                       21.922 METERS 32412     |
 EH2833|---------------------------------------------------------------------|
 EH2833
 EH2833                          SUPERSEDED SURVEY CONTROL
 EH2833
 EH2833  NAD 83(1997)-  34 41 35.98824(N)    090 35 45.12628(W) AD(       ) 1
 EH2833  NAD 83(1997)-  34 41 35.98889(N)    090 35 45.12465(W) AD(       ) 1
 EH2833  NAD 83(1986)-  34 41 35.99451(N)    090 35 45.12478(W) AD(       ) 1
 EH2833  NAD 27      -  34 41 35.63668(N)    090 35 44.74160(W) AD(       ) 1
 EH2833  NGVD 29 (07/19/86)   64.5    (m)          212.     (f) VERT ANG       
 EH2833
 EH2833.Superseded values are not recommended for survey control.
 EH2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2833.See file dsdata.txt to determine how the superseded data were derived.
 EH2833
 EH2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2021941666(NAD 83)
 EH2833_MARKER: DS = TRIANGULATION STATION DISK
 EH2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2833
 EH2833  HISTORY     - Date     Condition        Report By
 EH2833  HISTORY     - 1979     MONUMENTED       NGS
 EH2833
 EH2833                          STATION DESCRIPTION
 EH2833
 EH2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2833'THE STATION IS LOCATED ABOUT 33.4 KILOMETERS (20-3/4 MI) SOUTH OF
 EH2833'HUGHES, 17.7 KILOMETERS (11 MI) SOUTHEAST OF MARIANNA AND 17.7
 EH2833'KILOMETERS (11 MI) NORTH OF HELENA ATOP THE LEVEE ALONG
 EH2833'THE WEST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE
 EH2833'STATION WAS OBTAINED FROM MR. BURRELL  B. FAIR, CHIEF ENGINEER
 EH2833'FOR THE ST. FRANCIS LEVEE DISTRICT OF ARKANSAS, P.O. BOX 308,
 EH2833'WEST MEMPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 EH2833'
 EH2833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 EH2833'AND STATE HIGHWAY 1, AT THE NORTH SIDE OF MARIANNA, GO NORTHEAST
 EH2833'ON U.S HIGHWAY 79 FOR 3.4 MILES (5.5 KM) TO STATE HIGHWAY 121
 EH2833'ON THE RIGHT AND A SIGN (CORPS OF ENGINEERS PUMPING STATION) ON
 EH2833'THE LEFT.  TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 121 FOR
 EH2833'9.45 MILES (15.2 KM) TO THE END OF THE HIGHWAY AND A DIRT ROAD
 EH2833'RIGHT, JUST BEFORE REACHING A SMALL PARK.  TURN RIGHT AND GO
 EH2833'WESTERLY AND SOUTHERLY ON THE DIRT ROAD FOR 2.05 MILES (3.3 KM)
 EH2833'TO A STOP SIGN AT THE TOP OF THE LEVEE.  TURN LEFT AND GO
 EH2833'EASTERLY ON THE LEVEE ROAD, PASSING THE CORPS OF ENGINEERS
 EH2833'PUMPING STATION, FOR 3.25 MILES (5.2 KM) TO A FORK OF LEVEES.
 EH2833'TAKE THE RIGHT FORK AND GO SOUTHEASTERLY ON THE LEVEE ROAD
 EH2833'FOR 1.5 MILES (2.4 KM) TO A CATTLE GUARD.  CONTINUE AHEAD ON THE
 EH2833'LEVEE ROAD FOR 0.25 MILE (0.4 KM) TO BM G 222 ON THE RIGHT,
 EH2833'AT MILEPOST 212/213.  CONTINUE AHEAD FOR 0.15 MILE (0.24 KM)
 EH2833'TO THE STATION ON THE LEFT ON THE OUTSIDE OF A CURVE.
 EH2833'
 EH2833'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 EH2833'STAMPED---BANQUETTE 1953 NO 4 1979---,
 EH2833'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2833'FLUSH WITH GROUND.  IT IS LOCATED
 EH2833'6.3 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2833'1.7 METERS SOUTH FROM A METAL WITNESS POST.
 EH2833'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2833'STAMPED---BANQUETTE 1953 NO 4 1979---,
 EH2833'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW
 EH2833'THE SURFACE.
 EH2833'
 EH2833'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 EH2833'STAMPED---BANQUETTE 1953 NO 5 1979---,
 EH2833'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2833'FLUSH WITH GROUND.  IT IS LOCATED
 EH2833'5.4 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 EH2833'0.73 METERS SOUTH-SOUTHEAST FROM A METAL WITNESS POST, AND
 EH2833'MARK IS BELOW STATION 0.3 METERS.
 EH2833'
 EH2833'REFERENCE MARK NUMBER 6 IS A STANDARD NGS DISK
 EH2833'STAMPED---BANQUETTE 1953 NO 6 1979------,
 EH2833'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2833'FLUSH WITH GROUND.  IT IS LOCATED
 EH2833'4.0 METERS NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2833'0.58 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH2833'MARK IS LEVEL WITH STATION.
 EH2833'
 EH2833'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 EH2833'STAMPED---BANQUETTE 1953 NO 2 1979------,
 EH2833'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2833'FLUSH WITH GROUND.  IT IS LOCATED
 EH2833'7.0 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2833'0.58 METERS NORTH FROM A METAL WITNESS POST.
 EH2833'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWESTERLY ON
 EH2833'THE LEVEE ROAD FOR 0.55 MILE (0.89 KM) TO THE MARK ON THE LEFT.
 EH2833'THIS STATION WAS OCCUPIED TO UTILIZE THE LEVEE
 EH2833'HEIGHT.
 EH2833'
 EH2833'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2689 ***********************************************************************
 FE2689  DESIGNATION -  BARFIELD
 FE2689  PID         -  FE2689
 FE2689  STATE/COUNTY-  AR/MISSISSIPPI
 FE2689  USGS QUAD   -  ARMOREL (1983)
 FE2689
 FE2689                         *CURRENT SURVEY CONTROL
 FE2689  ___________________________________________________________________
 FE2689* NAD 83(1997)-  35 54 07.52501(N)    089 45 33.60982(W)     ADJUSTED  
 FE2689* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 FE2689  ___________________________________________________________________
 FE2689  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FE2689  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE2689
 FE2689  HORZ ORDER  -  SECOND
 FE2689
 FE2689.The horizontal coordinates were established by classical geodetic methods
 FE2689.and adjusted by the National Geodetic Survey in September 1999..
 FE2689
 FE2689.The orthometric height was scaled from a topographic map.
 FE2689
 FE2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2689
 FE2689.The geoid height was determined by GEOID03.
 FE2689
 FE2689;                    North         East     Units Scale Factor Converg.
 FE2689;SPC AR N     -   176,343.497   602,248.640   MT  0.99995128   +1 18 13.8
 FE2689;SPC AR N     -   578,553.62  1,975,877.41   sFT  0.99995128   +1 18 13.8
 FE2689;SPC TN       -   180,569.047   260,726.632   MT  0.99994910   -2 12 03.1
 FE2689;SPC TN       -   592,416.95    855,400.63   sFT  0.99994910   -2 12 03.1
 FE2689;UTM  16      - 3,976,606.912   250,970.242   MT  1.00036424   -1 37 08.1
 FE2689
 FE2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2689!SPC AR N     -   0.99999230  x   0.99995128  =   0.99994358
 FE2689!SPC TN       -   0.99999230  x   0.99994910  =   0.99994140
 FE2689!UTM  16      -   0.99999230  x   1.00036424  =   1.00035653
 FE2689
 FE2689                          SUPERSEDED SURVEY CONTROL
 FE2689
 FE2689  NAD 83(1997)-  35 54 07.52683(N)    089 45 33.61085(W) AD(       ) 2
 FE2689  NAD 83(1997)-  35 54 07.53516(N)    089 45 33.60956(W) AD(       ) 2
 FE2689  NAD 83(1986)-  35 54 07.53638(N)    089 45 33.60967(W) AD(       ) 2
 FE2689  NAD 27      -  35 54 07.27200(N)    089 45 33.31600(W) AD(       ) 2
 FE2689
 FE2689.Superseded values are not recommended for survey control.
 FE2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2689.See file dsdata.txt to determine how the superseded data were derived.
 FE2689
 FE2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5097076607(NAD 83)
 FE2689_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE2689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2689_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE2689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2689
 FE2689  HISTORY     - Date     Condition        Report By
 FE2689  HISTORY     - 1929     MONUMENTED       MRC
 FE2689  HISTORY     - 1935     GOOD             CGS
 FE2689  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE2689
 FE2689                          STATION DESCRIPTION
 FE2689
 FE2689'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 FE2689'ON RIGHT (WEST) BANK OF MISSISSIPPI RIVER, IN BARFIELD, 60 METERS
 FE2689'(197 FEET) BACK FROM RIVER BANK, 35 METERS (115 FEET) IN FRONT OF
 FE2689'LEVEE AT POINT 220 METERS (722 FEET) ABOVE LEVEE MILEPOST 57/58,
 FE2689'ABOUT 40 METERS (131 FEET) WEST OF TRACK OF JEFFERSON, LAKE CITY
 FE2689'AND EASTERN RAILROAD, ABOUT 13 METERS (43 FEET) SOUTH OF CENTER OF
 FE2689'NORTHWEST-AND-SOUTHEAST ROAD THAT RUNS THROUGH CENTER OF TOWN, IN
 FE2689'CENTER OF FRONT DOORYARD OF MRS. M.A. ROBINSON, AND 13 METERS (43
 FE2689'FEET) NORTHEAST OF NORTHEAST CORNER OF HOUSE.  MARKED BY STANDARD
 FE2689'MARK OF MISSISSIPPI RIVER COMMISSION, BRASS CAP ON STEEL PIPE ABOVE
 FE2689'AND COPPER BOLT IN TILE BELOW, TOP OF PIPE
 FE2689'BEING 18 INCHES ABOVE SURFACE.
 FE2689
 FE2689                          STATION RECOVERY (1935)
 FE2689
 FE2689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FE2689'THIS MARK IS GOOD, AND IS ABOUT 300 FEET E OF THE OLD LEVEE AT THE
 FE2689'ROAD CROSSING AND 35 FEET S OF THE SAME ROAD AND 3 FEET S OF A
 FE2689'STANDARD U.S.C. AND G.B.M.  SET IN A CONCRETE POST STAMPED V 33-1933.
 FE2689'THE TOWN OF BARFIELD HAS BEEN MOVED ABOUT 1/4 MILE W BEHIND THE
 FE2689'NEW LEVEE AND ALSO THE RAILROAD.  THERE ARE NO BUILDINGS NEAR THE
 FE2689'BENCH MARK NOW.
 FE2689
 FE2689                          STATION RECOVERY (1971)
 FE2689
 FE2689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE2689'THE DESCRIBED LOCATION IS BELIEVED TO BE IN THE OLD SETTLEMENT OF
 FE2689'BARFIELD WHICH HAS CAVED OFF INTO THE MISSISSIPPI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2051 ***********************************************************************
 FF2051  DESIGNATION -  BARHAM
 FF2051  PID         -  FF2051
 FF2051  STATE/COUNTY-  AR/CRITTENDEN
 FF2051  USGS QUAD   -  JEANETTE (1993)
 FF2051
 FF2051                         *CURRENT SURVEY CONTROL
 FF2051  ___________________________________________________________________
 FF2051* NAD 83(1997)-  35 10 39.17497(N)    090 26 57.14084(W)     ADJUSTED  
 FF2051* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 FF2051  ___________________________________________________________________
 FF2051  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FF2051  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF2051
 FF2051  HORZ ORDER  -  SECOND
 FF2051
 FF2051.The horizontal coordinates were established by classical geodetic methods
 FF2051.and adjusted by the National Geodetic Survey in September 1999..
 FF2051
 FF2051.The orthometric height was scaled from a topographic map.
 FF2051
 FF2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2051
 FF2051.The geoid height was determined by GEOID03.
 FF2051
 FF2051;                    North         East     Units Scale Factor Converg.
 FF2051;SPC AR N     -    94,770.888   541,251.336   MT  0.99996097   +0 54 08.7
 FF2051;SPC AR N     -   310,927.49  1,775,755.42   sFT  0.99996097   +0 54 08.7
 FF2051;UTM  15      - 3,895,712.861   732,286.304   MT  1.00026502   +1 28 12.7
 FF2051
 FF2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2051!SPC AR N     -   0.99999422  x   0.99996097  =   0.99995519
 FF2051!UTM  15      -   0.99999422  x   1.00026502  =   1.00025924
 FF2051
 FF2051|---------------------------------------------------------------------|
 FF2051| PID    Reference Object                     Distance      Geod. Az  |
 FF2051|                                                           dddmmss.s |
 FF2051| CI2929 BARHAM RM 1                          30.151 METERS 00549     |
 FF2051| CI2928 BARHAM AZ MK                                       0823555.5 |
 FF2051| CI2930 BARHAM RM 2                          36.439 METERS 27502     |
 FF2051| FF2066 PARKIN SOUTH MUNICIPAL TANK         APPROX.13.3 KM 3132537.0 |
 FF2051| FF2067 PARKIN NORTH MUNICIPAL TANK         APPROX.14.6 KM 3170241.3 |
 FF2051| FF2057 EARLE MUNICIPAL TANK                APPROX.10.4 KM 3520321.8 |
 FF2051| FF2059 EARLE FED COMPRESS WHSE S TANK      APPROX.10.1 KM 3564835.4 |
 FF2051| FF2058 EARLE FED COMPRESS WHSE N TANK      APPROX.10.3 KM 3570355.7 |
 FF2051|---------------------------------------------------------------------|
 FF2051
 FF2051                          SUPERSEDED SURVEY CONTROL
 FF2051
 FF2051  NAD 83(1997)-  35 10 39.17686(N)    090 26 57.13944(W) AD(       ) 2
 FF2051  NAD 83(1997)-  35 10 39.18177(N)    090 26 57.13952(W) AD(       ) 2
 FF2051  NAD 83(1986)-  35 10 39.18519(N)    090 26 57.14080(W) AD(       ) 2
 FF2051  NAD 27      -  35 10 38.86200(N)    090 26 56.77470(W) AD(       ) 2
 FF2051
 FF2051.Superseded values are not recommended for survey control.
 FF2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2051.See file dsdata.txt to determine how the superseded data were derived.
 FF2051
 FF2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3228695713(NAD 83)
 FF2051_MARKER: DS = TRIANGULATION STATION DISK
 FF2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2051
 FF2051  HISTORY     - Date     Condition        Report By
 FF2051  HISTORY     - 1954     MONUMENTED       CGS
 FF2051  HISTORY     - 1974     MARK NOT FOUND   USGS
 FF2051
 FF2051                          STATION DESCRIPTION
 FF2051
 FF2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2051'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH SOUTHEAST OF
 FF2051'EARLE, IN THE SOUTHEAST CORNER OF A BARN LOT, 240 FEET SOUTH
 FF2051'OF THE CENTER OF A GRAVELED ROAD, 48 FEET SOUTHEAST OF THE
 FF2051'SOUTHEAST CORNER OF A LARGE BARN AND 24 FEET NORTHWEST OF THE
 FF2051'SOUTHEAST CORNER OF THE BARN LOT.  IT IS ABOUT 2 INCHES BELOW
 FF2051'THE SURFACE OF THE GROUND AND IT IS STAMPED BARHAM 1954.
 FF2051'
 FF2051'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE, 59 FEET SOUTH
 FF2051'OF THE NORTHEAST CORNER OF THE BARN LOT AND 42 FEET EAST OF
 FF2051'THE NORTHEAST CORNER OF THE BARN.  IT IS SET FLUSH AND IS
 FF2051'STAMPED BARHAM NO 1 1954.
 FF2051'
 FF2051'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE, 48 FEET SOUTHWEST
 FF2051'OF THE SOUTHWEST CORNER OF THE BARN, 30 FEET NORTH OF THE
 FF2051'SOUTHWEST CORNER OF THE BARN LOT AND 21 FEET SOUTH OF THE
 FF2051'SOUTHEAST CORNER OF A TOOL SHED.  IT IS SET FLUSH AND IS
 FF2051'STAMPED BARHAM NO 2 1954.
 FF2051'
 FF2051'THE AZIMUTH MARK IS 66 FEET WEST OF A POWER LINE POLE, 60 FEET
 FF2051'EAST OF THE CENTER OF A GRAVELED ROAD AND 26 FEET SOUTH OF
 FF2051'THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 3 INCHES AND
 FF2051'IS STAMPED BARHAM 1954.
 FF2051'
 FF2051'TO REACH THE STATION FROM THE EARLE RAILROAD DEPOT GO EAST
 FF2051'FOR 0.05 MILE TO U.S. HIGHWAY 64 AND STATE HIGHWAY 149, TURN
 FF2051'RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 64 AND STATE HIGHWAY
 FF2051'149 FOR 0.8 MILE TO THEIR JUNCTION, TURN RIGHT AND GO SOUTH
 FF2051'ON STATE HIGHWAY 149 FOR 2.0 MILES TO A T ROAD LEFT, TURN LEFT,
 FF2051'LEAVING STATE HIGHWAY 149, FOLLOWING THE MAIN TRAVELED ROAD
 FF2051'FOR 4.6 MILES TO A LARGE BARN ON THE RIGHT AND THE STATION
 FF2051'AND REFERENCE MARKS AS DESCRIBED.
 FF2051'
 FF2051'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE
 FF2051'GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FF2051'
 FF2051'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2051
 FF2051                          STATION RECOVERY (1974)
 FF2051
 FF2051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LLA)
 FF2051'SEARCHED FOR NOT FOUND.  BARN IS GONE AND BARN LOT IS NOW A
 FF2051'CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1770 ***********************************************************************
 FG1770  DESIGNATION -  BARR
 FG1770  PID         -  FG1770
 FG1770  STATE/COUNTY-  AR/SEARCY
 FG1770  USGS QUAD   -  HARRIET (1963)
 FG1770
 FG1770                         *CURRENT SURVEY CONTROL
 FG1770  ___________________________________________________________________
 FG1770* NAD 83(1997)-  35 53 19.80326(N)    092 32 49.42752(W)     ADJUSTED  
 FG1770* NAVD 88     -       542.     (meters)    1778.     (feet)  SCALED    
 FG1770  ___________________________________________________________________
 FG1770  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 FG1770  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG1770
 FG1770  HORZ ORDER  -  FIRST
 FG1770
 FG1770.The horizontal coordinates were established by classical geodetic methods
 FG1770.and adjusted by the National Geodetic Survey in September 1999..
 FG1770
 FG1770.The orthometric height was scaled from a topographic map.
 FG1770
 FG1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1770
 FG1770.The geoid height was determined by GEOID03.
 FG1770
 FG1770;                    North         East     Units Scale Factor Converg.
 FG1770;SPC AR N     -   172,708.613   350,608.355   MT  0.99995002   -0 19 06.0
 FG1770;SPC AR N     -   566,628.17  1,150,287.58   sFT  0.99995002   -0 19 06.0
 FG1770;UTM  15      - 3,971,713.382   540,879.466   MT  0.99962059   +0 15 55.9
 FG1770
 FG1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1770!SPC AR N     -   0.99991930  x   0.99995002  =   0.99986932
 FG1770!UTM  15      -   0.99991930  x   0.99962059  =   0.99953992
 FG1770
 FG1770|---------------------------------------------------------------------|
 FG1770| PID    Reference Object                     Distance      Geod. Az  |
 FG1770|                                                           dddmmss.s |
 FG1770| CI0167 BARR RM 1                            15.314 METERS 09906     |
 FG1770| FG1776 BRYAN                               APPROX.18.0 KM 2703357.6 |
 FG1770| CI0168 BARR RM 2                            16.207 METERS 31649     |
 FG1770|---------------------------------------------------------------------|
 FG1770
 FG1770                          SUPERSEDED SURVEY CONTROL
 FG1770
 FG1770  NAD 83(1986)-  35 53 19.81483(N)    092 32 49.42758(W) AD(       ) 1
 FG1770  NAD 27      -  35 53 19.53600(N)    092 32 48.84100(W) AD(       ) 1
 FG1770
 FG1770.Superseded values are not recommended for survey control.
 FG1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1770.See file dsdata.txt to determine how the superseded data were derived.
 FG1770
 FG1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4087971713(NAD 83)
 FG1770_MARKER: DS = TRIANGULATION STATION DISK
 FG1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1770
 FG1770  HISTORY     - Date     Condition        Report By
 FG1770  HISTORY     - 1953     MONUMENTED       CGS
 FG1770
 FG1770                          STATION DESCRIPTION
 FG1770
 FG1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1770'THE STATION IS IN SECTION 2, T 14 N, R 15 W, ON THE PROPERTY OF A
 FG1770'MRS. JENNINGS, ON THE HIGHEST POINT OF BARR MOUNTAIN, ABOUT
 FG1770'4-3/4 MILES EAST AND 1-1/2 MILES SOUTH OF MARSHALL, 20 FEET
 FG1770'NORTHWEST OF A 24 INCH TRIANGLE-BLAZED OAK TREE AND 6 FEET EAST
 FG1770'OF A 4 INCH WITNESS POST.
 FG1770'
 FG1770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 FG1770'STATE HIGHWAY 27 IN MARSHALL, GO EASTERLY ON BLACKTOP ROAD FOR
 FG1770'0.9 MILE TO A FORK, TAKE RIGHT FORK AND GO SOUTHEAST FOR 1.9
 FG1770'MILES TO A SIDE ROAD ON THE RIGHT AND BAKERS POST OFFICE, TURN
 FG1770'RIGHT AND GO 1.95 MILES ON THE MAIN GRADED DIRT ROAD TO A SIDE
 FG1770'ROAD ON THE LEFT, TURN LEFT AND GO EAST FOR 0.6 MILE TO A SIDE
 FG1770'ROAD ON THE RIGHT JUST AFTER CROSSING A CREEK, CONTINUE STRAIGHT
 FG1770'AHEAD FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT AND A TRACK ROAD
 FG1770'ON THE RIGHT, FROM THIS POINT PACK SOUTHWEST, FOLLOWING OLD
 FG1770'ROAD ABOUT 3/4 MILE TO AN OPEN FIELD, BEAR LEFT AND FOLLOW TOP
 FG1770'OF RIDGE FOR ABOUT 3/4 MILE TO THE HIGHEST POINT AND THE
 FG1770'STATION.
 FG1770'
 FG1770'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BARR
 FG1770'1953.
 FG1770'
 FG1770'REFERENCE MARK 1 IS 56 FEET EAST OF THE WITNESS POST.  THE MARK
 FG1770'PROJECTS 3 INCHES AND THE DISK IS STAMPED BARR NO 1 1953.
 FG1770'
 FG1770'REFERENCE MARK 2 IS 47 FEET NORTHWEST OF THE WITNESS POST.
 FG1770'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BARR NO 2 1953.
 FG1770'
 FG1770'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK AT THIS
 FG1770'STATION.
 FG1770'
 FG1770'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1915 ***********************************************************************
 FF1915  DESIGNATION -  BASSETT MUNICIPAL TANK
 FF1915  PID         -  FF1915
 FF1915  STATE/COUNTY-  AR/MISSISSIPPI
 FF1915  USGS QUAD   -  JOINER (1983)
 FF1915
 FF1915                         *CURRENT SURVEY CONTROL
 FF1915  ___________________________________________________________________
 FF1915* NAD 83(1997)-  35 32 14.94798(N)    090 07 39.50724(W)     ADJUSTED  
 FF1915* NAVD 88     -                                                        
 FF1915  ___________________________________________________________________
 FF1915  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 FF1915  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF1915
 FF1915  HORZ ORDER  -  THIRD
 FF1915
 FF1915.The horizontal coordinates were established by classical geodetic methods
 FF1915.and adjusted by the National Geodetic Survey in September 1999..
 FF1915
 FF1915
 FF1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1915
 FF1915.The geoid height was determined by GEOID03.
 FF1915
 FF1915;                    North         East     Units Scale Factor Converg.
 FF1915;SPC AR N     -   135,204.585   569,777.987   MT  0.99993627   +1 05 22.3
 FF1915;SPC AR N     -   443,583.71  1,869,346.61   sFT  0.99993627   +1 05 22.3
 FF1915;SPC TN       -   141,491.965   225,801.011   MT  0.99996172   -2 24 59.3
 FF1915;SPC TN       -   464,211.56    740,815.48   sFT  0.99996172   -2 24 59.3
 FF1915;UTM  15      - 3,936,446.783   760,417.738   MT  1.00043581   +1 40 13.6
 FF1915
 FF1915                          SUPERSEDED SURVEY CONTROL
 FF1915
 FF1915  NAD 83(1997)-  35 32 14.94828(N)    090 07 39.50698(W) AD(       ) 4
 FF1915  NAD 83(1986)-  35 32 14.95930(N)    090 07 39.50620(W) AD(       ) 4
 FF1915  NAD 27      -  35 32 14.66635(N)    090 07 39.17589(W) AD(       ) 3
 FF1915
 FF1915.Superseded values are not recommended for survey control.
 FF1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1915.See file dsdata.txt to determine how the superseded data were derived.
 FF1915
 FF1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6041836447(NAD 83)
 FF1915_MARKER: 51 = TANK
 FF1915
 FF1915  HISTORY     - Date     Condition        Report By
 FF1915  HISTORY     - 1979     FIRST OBSERVED   NGS
 FF1915
 FF1915                          STATION DESCRIPTION
 FF1915
 FF1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1915'THE STATION, BASSETT MUNICIPAL TANK, IS APEX OF VENT.  IT HAS
 FF1915'A CYLINDRICAL BODY, DOME SHAPED TOP, HEMISPHERICAL BOTTOM, 4
 FF1915'TUBULAR LEGS, IS SILVER IN COLOR AND 37 METERS IN HEIGHT..
 FF1915'THE TANK HAS BASSETT ON THE SOUTHEAST AND SOUTHWEST SIDES AND IS
 FF1915'OWNED BY THE COMMUNITY OF BASSETT.
 FF1915'
 FF1915'THE STATION IS LOCATED
 FF1915'AT THE NORTH EDGE OF BASSETT, 0.2 KM NORTHWEST OF
 FF1915'U.S. HIGHWAY 61 AND 84 METERS NORTHEAST OF CENTERLINE OF STATE
 FF1915'HIGHWAY 181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2137 ***********************************************************************
 FF2137  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2137  CBN         -  This is a Cooperative Base Network Control Station.
 FF2137  DESIGNATION -  BATEPORT
 FF2137  PID         -  FF2137
 FF2137  STATE/COUNTY-  AR/INDEPENDENCE
 FF2137  USGS QUAD   -  JAMESTOWN (1981)
 FF2137
 FF2137                         *CURRENT SURVEY CONTROL
 FF2137  ___________________________________________________________________
 FF2137* NAD 83(1997)-  35 43 32.51302(N)    091 38 52.04663(W)     ADJUSTED  
 FF2137* NAVD 88     -       141.40   (meters)     463.9    (feet)  GPS OBS   
 FF2137  ___________________________________________________________________
 FF2137  X           -    -149,065.793 (meters)                     COMP
 FF2137  Y           -  -5,181,778.133 (meters)                     COMP
 FF2137  Z           -   3,703,592.547 (meters)                     COMP
 FF2137  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FF2137  ELLIP HEIGHT-         113.88  (meters)          (09/08/03) GPS OBS
 FF2137  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF2137
 FF2137  HORZ ORDER  -  B
 FF2137  ELLP ORDER  -  FOURTH    CLASS I
 FF2137
 FF2137.This mark is at Batesville Airport (BVX)
 FF2137
 FF2137.The horizontal coordinates were established by GPS observations
 FF2137.and adjusted by the National Geodetic Survey in September 2003..
 FF2137
 FF2137.The orthometric height was determined by GPS observations and a
 FF2137.high-resolution geoid model using precise GPS observation and
 FF2137.processing techniques.
 FF2137
 FF2137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2137
 FF2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2137
 FF2137.The ellipsoidal height was determined by GPS observations
 FF2137.and is referenced to NAD 83.
 FF2137
 FF2137.The geoid height was determined by GEOID03.
 FF2137
 FF2137;                    North         East     Units Scale Factor Converg.
 FF2137;SPC AR N     -   154,528.564   431,864.082   MT  0.99993897   +0 12 17.8
 FF2137;SPC AR N     -   506,982.46  1,416,874.08   sFT  0.99993897   +0 12 17.8
 FF2137;UTM  15      - 3,954,367.792   622,295.693   MT  0.99978430   +0 47 22.8
 FF2137
 FF2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2137!SPC AR N     -   0.99998213  x   0.99993897  =   0.99992110
 FF2137!UTM  15      -   0.99998213  x   0.99978430  =   0.99976643
 FF2137
 FF2137:                Primary Azimuth Mark                     Grid Az
 FF2137:SPC AR N     -  BATEPORT AZ MK                           065 53 38.6
 FF2137:UTM  15      -  BATEPORT AZ MK                           065 18 33.6
 FF2137
 FF2137|---------------------------------------------------------------------|
 FF2137| PID    Reference Object                     Distance      Geod. Az  |
 FF2137|                                                           dddmmss.s |
 FF2137| FF2138 BATEPORT AZ MK                      432.573 METERS 0660556.4 |
 FF2137|---------------------------------------------------------------------|
 FF2137
 FF2137                          SUPERSEDED SURVEY CONTROL
 FF2137
 FF2137  ELLIP H (07/20/01)  113.89   (m)                       GP(       ) 4 1
 FF2137  NAD 83(1997)-  35 43 32.51301(N)    091 38 52.04704(W) AD(       ) B
 FF2137  ELLIP H (09/19/97)  113.89   (m)                       GP(       ) 4 1
 FF2137  NAD 83(1986)-  35 43 32.52282(N)    091 38 52.04675(W) AD(       ) 1
 FF2137  NGVD 29 (11/13/90)  141.3    (m)          464.     (f) GPS OBS        
 FF2137
 FF2137.Superseded values are not recommended for survey control.
 FF2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2137.See file dsdata.txt to determine how the superseded data were derived.
 FF2137
 FF2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2229654368(NAD 83)
 FF2137_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2137_SETTING: 66 = SET IN ROCK OUTCROP
 FF2137_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FF2137_STAMPING: BATEPORT 1990
 FF2137_MARK LOGO: NGS   
 FF2137_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF2137+STABILITY: POSITION/ELEVATION WELL
 FF2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2137+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 FF2137
 FF2137  HISTORY     - Date     Condition        Report By
 FF2137  HISTORY     - 1990     MONUMENTED       NGS
 FF2137  HISTORY     - 19920513 GOOD             NGS
 FF2137  HISTORY     - 19970325 GOOD             NGS
 FF2137  HISTORY     - 20000113 GOOD             NGS
 FF2137  HISTORY     - 20020406 GOOD             USACE
 FF2137  HISTORY     - 20020417 GOOD             EMCINC
 FF2137  HISTORY     - 20040922 GOOD             NGS
 FF2137
 FF2137                          STATION DESCRIPTION
 FF2137
 FF2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2137'STATION IS LOCATED ABOUT 7.7 KM (4.8 MI) SOUTHWEST OF MOOREFIELD, 5.1
 FF2137'KM (3.2 MI) SOUTH OF BATESVILLE, AND 4.2 KM (2.6 MI) NORTHWEST OF
 FF2137'SOUTHSIDE.  AT THE BATESVILLE REGIONAL AIRPORT. OWNERSHIP--CITY OF
 FF2137'BATESVILLE, P.O.BOX 2214, BATESVILLE AR 72501. PHONE IS 501-251-1244.
 FF2137'AIRPORT MANAGER IS MARY AMOS, P.O.BOX 2214, BATESVILLE AR 72501.
 FF2137'PHONE IS 501-251-1244 OR 501-251-1778.
 FF2137'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 167 AND STATE HIGHWAYS 14
 FF2137'AND 25 ABOUT 3.6 KM (2.2 MI) SOUTH OF BATESVILLE, GO SOUTH ON
 FF2137'U.S.HIGHWAY 167 FOR 1.03 KM (0.64 MI) TO A PAVED ROAD ON THE RIGHT.
 FF2137'TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.10 KM
 FF2137'(0.06 MI) TO A GATE.  PASS THROUGH THE GATE AND GO SOUTHWEST ACROSS
 FF2137'AN APRON FOR 0.16 KM (0.10 MI) TO RUNWAY 17-35, CONTINUE AHEAD
 FF2137'CROSSING RUNWAY 17-35 AND ALONG TAXIWAY FOR 0.78 KM (0.48 MI) TO THE
 FF2137'STATION ON THE LEFT.
 FF2137'THE STATION IS SET IN A 5X8 PIECE OF ROCK OUTCROP, IT IS 49.8 M
 FF2137'(163.4 FT) NORTH-NORTHWEST FROM THE WEST EDGE OF RUNWAY 7-25, 48.7 M
 FF2137'(159.8 FT) SOUTH-SOUTHEAST FROM THE TAXIWAY CENTERLINE, 27.3 M
 FF2137'(89.6 FT) EAST-NORTHEAST FROM A CONNECTOR CENTERLINE.
 FF2137'DESCRIBED BY R.D.BALL.
 FF2137
 FF2137                          STATION RECOVERY (1992)
 FF2137
 FF2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF2137'THE STATION IS LOCATED ABOUT 7.7 KM (4.78 MI) SOUTHWEST OF MOOREFIELD,
 FF2137'5.1 KM (3.17 MI) SOUTH OF BATESVILLE, AND 4.2 KM (2.61 MI) NORTHWEST
 FF2137'OF SOUTHSIDE. AT THE BATESVILLE REGIONAL AIRPORT. OWNERSHIP--CITY OF
 FF2137'BATESVILLE, P.O. BOX 2214, BATESVILLE, AR 72501. TELEPHONE NUMBER
 FF2137'501-251-1244 OR 501-251-1778. THE AIRPORT MANAGER IS MARY AMOS.
 FF2137'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167, STATE
 FF2137'HIGHWAY 14 AND 25 ABOUT 3.6 KM (2.24 MI) SOUTH OF BATESVILLE, GO
 FF2137'SOUTH ON U.S. HIGHWAY 167 FOR 1.03 KM (0.64 MI) TO A PAVED ROAD ON
 FF2137'THE RIGHT. TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR
 FF2137'0.1 KM (0.06 MI) TO A GATE. PASS THROUGH THE GATE AND GO SOUTHWEST
 FF2137'ACROSS AN APRON FOR 0.16 KM (0.10 MI) TO RUNWAY 17-35. CONTINUE AHEAD
 FF2137'CROSSING RUNWAY 17-35 AND ALONG TAXIWAY FOR 0.78 KM (0.48 MI) TO THE
 FF2137'STATION ON THE LEFT.
 FF2137'THE STATION IS SET IN THE TOP OF A 5X8-FOOT ROCK OUTCROP. IT IS 49.8 M
 FF2137'(163.39 FT) NORTH-NORTHWEST FROM THE WEST EDGE OF RUNWAY 7-25, 48.7 M
 FF2137'(159.78 FT) SOUTHSOUTHEAST FROM THE TAXIWAY CENTERLINE, 27.3 M
 FF2137'(89.57 FT) EAST-NORTHEAST FROM A CONNECTOR CENTERLINE. DESCRIBED BY
 FF2137'R.D. BALL. TYPED BY CFS.
 FF2137
 FF2137                          STATION RECOVERY (1997)
 FF2137
 FF2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FF2137'RECOVERED AS DESCRIBED.
 FF2137
 FF2137                          STATION RECOVERY (2000)
 FF2137
 FF2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 FF2137'RECOVERED AS DESCRIBED.
 FF2137
 FF2137                          STATION RECOVERY (2002)
 FF2137
 FF2137'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 FF2137'RECOVERED IN GOOD CONDITION.
 FF2137
 FF2137                          STATION RECOVERY (2002)
 FF2137
 FF2137'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FF2137'FOUND AS DESCRIBED.
 FF2137'
 FF2137
 FF2137                          STATION RECOVERY (2004)
 FF2137
 FF2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FF2137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2138 ***********************************************************************
 FF2138  DESIGNATION -  BATEPORT AZ MK
 FF2138  PID         -  FF2138
 FF2138  STATE/COUNTY-  AR/INDEPENDENCE
 FF2138  USGS QUAD   -  JAMESTOWN (1981)
 FF2138
 FF2138                         *CURRENT SURVEY CONTROL
 FF2138  ___________________________________________________________________
 FF2138* NAD 83(1997)-  35 43 38.19921(N)    091 38 36.31021(W)     ADJUSTED  
 FF2138* NAVD 88     -       140.1    (meters)     460.     (feet)  VERTCON   
 FF2138  ___________________________________________________________________
 FF2138  X           -    -148,667.500 (meters)                     COMP
 FF2138  Y           -  -5,181,686.233 (meters)                     COMP
 FF2138  Z           -   3,703,734.126 (meters)                     COMP
 FF2138  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FF2138  ELLIP HEIGHT-         112.69  (meters)          (09/24/01) GPS OBS
 FF2138  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF2138
 FF2138  HORZ ORDER  -  FIRST
 FF2138  ELLP ORDER  -  FOURTH    CLASS II
 FF2138
 FF2138.This mark is at Batesville Airport (BVX)
 FF2138
 FF2138.The horizontal coordinates were established by GPS observations
 FF2138.and adjusted by the National Geodetic Survey in September 1999..
 FF2138
 FF2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2138
 FF2138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2138
 FF2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2138
 FF2138.The ellipsoidal height was determined by GPS observations
 FF2138.and is referenced to NAD 83.
 FF2138
 FF2138.The geoid height was determined by GEOID03.
 FF2138
 FF2138;                    North         East     Units Scale Factor Converg.
 FF2138;SPC AR N     -   154,705.227   432,258.907   MT  0.99993904   +0 12 27.0
 FF2138;SPC AR N     -   507,562.07  1,418,169.43   sFT  0.99993904   +0 12 27.0
 FF2138;UTM  15      - 3,954,548.447   622,688.634   MT  0.99978549   +0 47 32.1
 FF2138
 FF2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2138!SPC AR N     -   0.99998231  x   0.99993904  =   0.99992135
 FF2138!UTM  15      -   0.99998231  x   0.99978549  =   0.99976781
 FF2138
 FF2138:                Primary Azimuth Mark                     Grid Az
 FF2138:SPC AR N     -  BATEPORT                                 245 53 38.6
 FF2138:UTM  15      -  BATEPORT                                 245 18 33.5
 FF2138
 FF2138|---------------------------------------------------------------------|
 FF2138| PID    Reference Object                     Distance      Geod. Az  |
 FF2138|                                                           dddmmss.s |
 FF2138| FF2137 BATEPORT                            432.573 METERS 2460605.6 |
 FF2138|---------------------------------------------------------------------|
 FF2138
 FF2138                          SUPERSEDED SURVEY CONTROL
 FF2138
 FF2138  ELLIP H (09/14/99)  112.69   (m)                       GP(       ) 4 1
 FF2138  NAD 83(1986)-  35 43 38.20903(N)    091 38 36.30987(W) AD(       ) 1
 FF2138  NGVD 29 (11/13/90)  140.1    (m)          460.     (f) GPS OBS        
 FF2138
 FF2138.Superseded values are not recommended for survey control.
 FF2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2138.See file dsdata.txt to determine how the superseded data were derived.
 FF2138
 FF2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2268954548(NAD 83)
 FF2138_MARKER: DZ = AZIMUTH MARK DISK
 FF2138_SETTING: 66 = SET IN ROCK OUTCROP
 FF2138_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FF2138_STAMPING: BATEPORT 1990
 FF2138_MARK LOGO: NGS   
 FF2138_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF2138+STABILITY: POSITION/ELEVATION WELL
 FF2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2138+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1992
 FF2138
 FF2138  HISTORY     - Date     Condition        Report By
 FF2138  HISTORY     - 1990     MONUMENTED       NGS
 FF2138  HISTORY     - 19920513 GOOD             NGS
 FF2138
 FF2138                          STATION DESCRIPTION
 FF2138
 FF2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2138'STATION IS LOCATED ABOUT 7.7 KM (4.8 MI) SOUTHWEST OF MOOREFIELD, 5.1
 FF2138'KM (3.2 MI) SOUTH OF BATESVILLE, AND 4.2 KM (2.6 MI) NORTHWEST OF
 FF2138'SOUTHSIDE.  AT THE BATESVILLE REGIONAL AIRPORT. OWNERSHIP--CITY OF
 FF2138'BATESVILLE, P.O.BOX 2214, BATESVILLE AR 72501. PHONE IS 501-251-1244.
 FF2138'AIRPORT MANAGER IS MARY AMOS, P.O.BOX 2214, BATESVILLE AR 72501.
 FF2138'PHONE IS 501-251-1244 OR 501-251-1778.
 FF2138'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 167 AND STATE HIGHWAYS 14
 FF2138'AND 25 ABOUT 3.6 KM (2.2 MI) SOUTH OF BATESVILLE, GO SOUTH ON U.S.
 FF2138'HIGHWAY 167 FOR 1.03 KM (0.64 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 FF2138'RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.10 KM (0.06 MI)
 FF2138'TO A GATE.  PASS THROUGH THE GATE AND GO SOUTHWEST ACROSS AN APRON FOR
 FF2138'0.16 KM (0.10 MI) TO A RUNWAY 17-35. CONTINUE AHEAD CROSSING RUNWAY
 FF2138'17-35 AND ALONG TAXIWAY FOR 0.35 KM (0.22 MI) TO THE STATION ON THE
 FF2138'RIGHT.
 FF2138'THE STATION IS SET IN THE SOUTHWEST PART OF A 5X9 PIECE OF ROCK
 FF2138'OUTCROP, IT IS 58.0 M (190.3 FT) NORTH-NORTHWEST OF THE TAXIWAY
 FF2138'CENTERLINE, 0.8 M (2.6 FT) SOUTH-SOUTHEAST FROM A CARSONITE WITNESS
 FF2138'POST.
 FF2138'DESCRIBED BY R.D.BALL.
 FF2138
 FF2138                          STATION RECOVERY (1992)
 FF2138
 FF2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF2138'THE STATION IS LOCATED ABOUT 7.7 KM (4.78 MI) SOUTHWEST OF MOOREFIELD,
 FF2138'5.1 KM (3.17 MI) SOUTH OF BATESVILLE, AND 4.2 KM (2.61 MI) NORTHWEST
 FF2138'OF SOUTHSIDE. AT THE BATESVILLE REGIONAL AIRPORT. OWNERSHIP--CITY OF
 FF2138'BATESVILLE, P.O. BOX 2214, BATESVILLE, AR 72501. TELEPHONE NUMBER
 FF2138'501-251-1244 OR 501-251-1778. THE AIRPORT MANAGER IS MARY AMOS.
 FF2138'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167, STATE
 FF2138'HIGHWAY 14 AND 25 ABOUT 3.6 KM (2.24 MI) SOUTH OF BATESVILLE, GO
 FF2138'SOUTH ON U.S. HIGHWAY 167 FOR 1.03 KM (0.64 MI) TO A PAVED ROAD ON
 FF2138'THE RIGHT. TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR
 FF2138'0.1 KM (0.06 MI) TO A GATE. PASS THROUGH THE GATE AND GO SOUTHWEST
 FF2138'ACROSS AN APRON FOR 0.16 KM (0.10 MI) TO RUNWAY 17-35. CONTINUE AHEAD
 FF2138'CROSSING RUNWAY 17-35 AND ALONG TAXIWAY FOR 0.35 KM (0.22 MI) TO THE
 FF2138'STATION ON THE RIGHT.
 FF2138'THE STATION IS SET IN THE SOUTHWEST PART OF A 5X9-FOOT ROCK OUTCROP.
 FF2138'IT IS 58.0 M (190.29 FT) NORTH-NORTHWEST OF THE TAXIWAY CENTERLINE,
 FF2138'0.8 M (2.62 FT) SOUTH-SOUTHWEST FROM A WITNESS POST. DESCRIBED BY
 FF2138'R.D. BALL. TYPED BY CFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0853 ***********************************************************************
 EK0853  DESIGNATION -  BATES
 EK0853  PID         -  EK0853
 EK0853  STATE/COUNTY-  AR/SCOTT
 EK0853  USGS QUAD   -  BATES (1979)
 EK0853
 EK0853                         *CURRENT SURVEY CONTROL
 EK0853  ___________________________________________________________________
 EK0853* NAD 83(1997)-  34 54 21.56960(N)    094 24 29.69530(W)     ADJUSTED  
 EK0853* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 EK0853  ___________________________________________________________________
 EK0853  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 EK0853  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 EK0853
 EK0853  HORZ ORDER  -  SECOND
 EK0853
 EK0853.The horizontal coordinates were established by classical geodetic methods
 EK0853.and adjusted by the National Geodetic Survey in September 1999..
 EK0853
 EK0853.The orthometric height was scaled from a topographic map.
 EK0853
 EK0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0853
 EK0853.The geoid height was determined by GEOID03.
 EK0853
 EK0853;                    North         East     Units Scale Factor Converg.
 EK0853;SPC AR N     -    66,223.638   179,924.981   MT  1.00000549   -1 24 04.9
 EK0853;SPC AR N     -   217,268.72    590,303.88   sFT  1.00000549   -1 24 04.9
 EK0853;SPC OK S     -   180,285.658   928,173.832   MT  0.99995166   +2 02 19.5
 EK0853;SPC OK S     -   591,487.20  3,045,183.65   sFT  0.99995166   +2 02 19.5
 EK0853;UTM  15      - 3,863,522.826   371,343.670   MT  0.99980401   -0 48 21.4
 EK0853
 EK0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0853!SPC AR N     -   0.99997302  x   1.00000549  =   0.99997851
 EK0853!SPC OK S     -   0.99997302  x   0.99995166  =   0.99992469
 EK0853!UTM  15      -   0.99997302  x   0.99980401  =   0.99977704
 EK0853
 EK0853:                Primary Azimuth Mark                     Grid Az
 EK0853:SPC AR N     -  POTEAU MTN LOOKOUT TOWER                 027 29 57.4
 EK0853:SPC OK S     -  POTEAU MTN LOOKOUT TOWER                 024 03 33.0
 EK0853:UTM  15      -  POTEAU MTN LOOKOUT TOWER                 026 54 13.9
 EK0853
 EK0853|---------------------------------------------------------------------|
 EK0853| PID    Reference Object                     Distance      Geod. Az  |
 EK0853|                                                           dddmmss.s |
 EK0853| EK0849 POTEAU MTN LOOKOUT TOWER            APPROX. 7.0 KM 0260552.5 |
 EK0853| CX4981 BATES RM 2                           15.006 METERS 11225     |
 EK0853| CX4978 BATES AZ MK                                        2263048.8 |
 EK0853| CX4979 BATES AZ MK RESET                                  2265054.7 |
 EK0853| CX4980 BATES RM 1                           14.746 METERS 28520     |
 EK0853|---------------------------------------------------------------------|
 EK0853
 EK0853                          SUPERSEDED SURVEY CONTROL
 EK0853
 EK0853  NAD 83(1997)-  34 54 21.57422(N)    094 24 29.69432(W) AD(       ) 2
 EK0853  NAD 83(1986)-  34 54 21.57487(N)    094 24 29.68791(W) AD(       ) 2
 EK0853  NAD 27      -  34 54 21.21800(N)    094 24 28.89200(W) AD(       ) 2
 EK0853
 EK0853.Superseded values are not recommended for survey control.
 EK0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0853.See file dsdata.txt to determine how the superseded data were derived.
 EK0853
 EK0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7134463523(NAD 83)
 EK0853_MARKER: DS = TRIANGULATION STATION DISK
 EK0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0853
 EK0853  HISTORY     - Date     Condition        Report By
 EK0853  HISTORY     - 1952     MONUMENTED       CGS
 EK0853  HISTORY     - 1959     GOOD             CGS
 EK0853
 EK0853                          STATION DESCRIPTION
 EK0853
 EK0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0853'STATION IS LOCATED ABOUT 1 MILE WEST OF BATES AND ON THE
 EK0853'NORTH SIDE OF STATE HIGHWAY NO. 28.  IT IS 167 FEET NORTHWEST
 EK0853'OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 43 FEET
 EK0853'NORTH OF THE NORTH RAIL OF AN OLD RAILROAD.  THE MARK PROJECTS
 EK0853'ABOUT 5 INCHES AND THE DISC IS STAMPED, BATES 1952.
 EK0853'
 EK0853'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE NORTH RAIL OF
 EK0853'AN OLD RAILROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 EK0853'DISC IS STAMPED, BATES NO 2 1952.
 EK0853'
 EK0853'REFERENCE MARK NO. 2 IS 40 FEET NORTH OF THE NORTH RAIL
 EK0853'OF AN OLD RAILROAD, AND 118 FEET NORTHWEST OF THE APPROXIMATE
 EK0853'CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND
 EK0853'THE DISC IS STAMPED, BATES NO 2 1952.
 EK0853'
 EK0853'AZIMUTH MARK IS 3 FEET EAST OF A WHITE WITNESS POST, 15
 EK0853'FEET NORTH OF A FENCELINE, AND 31 FEET SOUTH OF THE APPROXIMATE
 EK0853'CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND
 EK0853'THE DISC IS STAMPED, BATES 1952.
 EK0853'
 EK0853'TO REACH FROM THE EAST SIDE OF THE COURT HOUSE IN WALDRON, GO
 EK0853'NORTH ON US HIGHWAY NO. 71 AND STATE HIGHWAY NO. 28, FOR 3
 EK0853'MILES TO THE JUNCTION OF THESE HIGHWAYS.  TURN LEFT (WEST)
 EK0853'ON STATE HIGHWAY 28 AND GO 11.5 MILES TO MILLERS GROCERY
 EK0853'AND POST OFFICE ON THE LEFT OR SOUTH SIDE OF THE HIGHWAY
 EK0853'AT CAUTHRON.  CONTINUE WEST ON STATE HIGHWAY NO. 28 5.35
 EK0853'MILES TO A ROCK CHURCH ON THE LEFT OR SOUTH SIDE OF THE HIGHWAY
 EK0853'AT BATES.  CONTINUE WEST ON HIGHWAY TO OLD RAILROAD CROSSING
 EK0853'AND STATION ON THE RIGHT AS DESCRIBED.
 EK0853'
 EK0853'AZIMUTH MARK IS 0.15 MILE WEST OF THE RAILROAD CROSSING AND
 EK0853'ON THE LEFT OR SOUTH SIDE OF STATE HIGHWAY NO. 28.
 EK0853
 EK0853                          STATION RECOVERY (1959)
 EK0853
 EK0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0853'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 EK0853'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 EK0853'GRADED OUT AND WAS FOUND LYING ON TOP OF THE GROUND.  THIS
 EK0853'MARK WAS RESET NEAR ITS FORMER LOCATION, JUST SOUTH OF A
 EK0853'T-ROAD LEADING NORTH, 44.5 FEET SOUTH OF THE CENTERLINE
 EK0853'OF THE HIGHWAY, 32 FEET SOUTHEAST OF THE SOUTH END OF A
 EK0853'CULVERT, 2.5 FEET EAST OF A 4-INCH HICKORY TREE AND JUST
 EK0853'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 EK0853'DISK IS STAMPED BATES 1952 RESET 1959.
 EK0853'
 EK0853'THE DISTANCE CHECKED BETWEEN THE STATION AND REFERENCE MARKS
 EK0853'AND NONE OF THE MARKS APPEARED TO HAVE BEEN DISTURBED.
 EK0853'THE ANGLE BETWEEN THE POTEAU MT. LOOKOUT TOWER AND R.M. NO.
 EK0853'2 FAILED TO CHECK BY ABOUT 2-1/2 MINUTES AND THE ANGLE TO
 EK0853'R.M. NO. 1 FAILED TO CHECK BY ABOUT 10 DEGREES.
 EK0853'
 EK0853'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0676 ***********************************************************************
 GG0676  DESIGNATION -  BATES
 GG0676  PID         -  GG0676
 GG0676  STATE/COUNTY-  AR/WASHINGTON
 GG0676  USGS QUAD   -  WATTS (1972)
 GG0676
 GG0676                         *CURRENT SURVEY CONTROL
 GG0676  ___________________________________________________________________
 GG0676* NAD 83(1997)-  36 01 27.45553(N)    094 32 10.15305(W)     ADJUSTED  
 GG0676* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GG0676  ___________________________________________________________________
 GG0676  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 GG0676  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GG0676
 GG0676  HORZ ORDER  -  SECOND
 GG0676
 GG0676.The horizontal coordinates were established by classical geodetic methods
 GG0676.and adjusted by the National Geodetic Survey in September 1999..
 GG0676
 GG0676.The orthometric height was scaled from a topographic map.
 GG0676
 GG0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0676
 GG0676.The geoid height was determined by GEOID03.
 GG0676
 GG0676;                    North         East     Units Scale Factor Converg.
 GG0676;SPC AR N     -   190,544.823   171,434.385   MT  0.99996535   -1 28 32.8
 GG0676;SPC AR N     -   625,145.81    562,447.64   sFT  0.99996535   -1 28 32.8
 GG0676;SPC OK N     -   119,216.707   912,135.045   MT  0.99994851   +2 02 39.0
 GG0676;SPC OK N     -   391,130.15  2,992,563.06   sFT  0.99994851   +2 02 39.0
 GG0676;UTM  15      - 3,987,734.345   361,587.444   MT  0.99983606   -0 54 13.0
 GG0676
 GG0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0676!SPC AR N     -   0.99993994  x   0.99996535  =   0.99990529
 GG0676!SPC OK N     -   0.99993994  x   0.99994851  =   0.99988845
 GG0676!UTM  15      -   0.99993994  x   0.99983606  =   0.99977601
 GG0676
 GG0676|---------------------------------------------------------------------|
 GG0676| PID    Reference Object                     Distance      Geod. Az  |
 GG0676|                                                           dddmmss.s |
 GG0676| CI1061 BATES RM 1                           10.842 METERS 08210     |
 GG0676| CI1060 BATES AZ MK                                        1531446.1 |
 GG0676| CI1062 BATES RM 2                            7.282 METERS 16338     |
 GG0676| CI1063 BATES WM 1 SW                         6.279 METERS 21930     |
 GG0676| CI1064 BATES WM 2 W                         14.566 METERS 26256     |
 GG0676| GG0677 BOUNDARY MON 33 AR OK               221.723 METERS 26614     |
 GG0676| CI1065 BATES WM 3 NW                         9.952 METERS 31740     |
 GG0676|---------------------------------------------------------------------|
 GG0676
 GG0676                          SUPERSEDED SURVEY CONTROL
 GG0676
 GG0676  NAD 83(1997)-  36 01 27.46456(N)    094 32 10.15216(W) AD(       ) 2
 GG0676  NAD 83(1986)-  36 01 27.46208(N)    094 32 10.15431(W) AD(       ) 2
 GG0676  NAD 27      -  36 01 27.16900(N)    094 32 09.36300(W) AD(       ) 2
 GG0676
 GG0676.Superseded values are not recommended for survey control.
 GG0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0676.See file dsdata.txt to determine how the superseded data were derived.
 GG0676
 GG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6158787734(NAD 83)
 GG0676_MARKER: DS = TRIANGULATION STATION DISK
 GG0676_SETTING: 66 = SET IN ROCK OUTCROP
 GG0676
 GG0676  HISTORY     - Date     Condition        Report By
 GG0676  HISTORY     - 1935     MONUMENTED       CGS
 GG0676  HISTORY     - 1955     MARK NOT FOUND   CGS
 GG0676  HISTORY     - 1960     GOOD             CGS
 GG0676  HISTORY     - 1978     GOOD             OKDH
 GG0676
 GG0676                          STATION DESCRIPTION
 GG0676
 GG0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0676'STATION IS ABOUT 11 MILES S OF SILOAM SPRINGS, ARK., ABOUT 3
 GG0676'MILES SE OF WESTVILLE, OKLA., IN FRACTIONAL SEC. 36, T 16 N,
 GG0676'R 34 W, ON LAND OWNED BY SAM WEST FAYETTEVILLE ARK.  THE MARK
 GG0676'IS SET ON BATES MOUNTAIN ABOUT 100 YARDS S OF AND 5 FEET LOWER
 GG0676'THAN THE HIGHEST POINT OF THE MOUNTAIN.  IT IS ABOUT MIDWAY OF
 GG0676'THE RIDGE WHICH PROJECTS OUT TO THE S.  IT IS 43 FEET E OF
 GG0676'THE W SLOPE AND ABOUT 50 FEET N OF THE S TIP.
 GG0676'
 GG0676'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GG0676'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GG0676'
 GG0676'AN UNDERGROUND MARK WAS SET IN CONCRETE IN A DEPRESSION IN
 GG0676'BEDROCK.  IT IS 8 INCHES BENEATH THE SURFACE MARK.
 GG0676'
 GG0676'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GG0676'
 GG0676'REFERENCE MARK NO. 1 IS E OF THE STATION, SET IN ROCK ON THE
 GG0676'E SLOPE OF THE HILL, 2 FEET W OF A POINT WHERE THE LEDGE DROPS
 GG0676'OFF VERTICALLY.
 GG0676'
 GG0676'REFERENCE MARK NO. 2 IS SSE OF THE STATION, SET IN THE CENTER
 GG0676'OF OUTCROPPING BEDROCK AND IS ABOUT 26 FEET N OF THE SOUTHERN TIP
 GG0676'OF THE HILL.
 GG0676'
 GG0676'AZIMUTH MARK IS SE OF THE STATION ON THE N EDGE OF A CULTIVATED
 GG0676'FIELD.  IT IS 1 FOOT S OF THE FENCE LINE ON THE S EDGE OF THE
 GG0676'RIGHT-OF-WAY, 24 FEET S OF THE CENTER LINE OF THE ROAD, 2 FEET
 GG0676'S OF A DEEP DITCH ON THE SIDE OF THE ROAD, AND PROJECTS 6 INCHES.
 GG0676'
 GG0676'THREE OAK TREES WERE BLAZED WITH TRIANGULAR BLAZES AT THE
 GG0676'FOLLOWING DISTANCES FROM STATION- W, 47.79 FEET, SW, 20.60 FEET
 GG0676'NW 32.65 FEET.
 GG0676'
 GG0676'TO REACH FROM SILOAM SPRINGS, GO S ON U.S. HIGHWAY 59 ABOUT 11
 GG0676'MILES TO THE VILLAGE OF CINCINNATI, CONTINUE S ON THIS HIGHWAY
 GG0676'FOR 0.8 MILE TO A ROAD LEADING TO THE RIGHT JUST S OF A SMALL
 GG0676'CEMETERY, TURN RIGHT AND GO 0.85 MILE TO TURN.  TURN RIGHT AND
 GG0676'FOLLOW MAIN-TRAVELED ROAD 1.25 MILES TO A POINT WHERE THE ROAD
 GG0676'ANGLES TO THE RIGHT.  THIS TURN IS 0.25 MILE W OF MR. WESTS
 GG0676'HOUSE.  STATION IS ABOUT 0.5 MILE N OF THIS POINT.
 GG0676'
 GG0676'LIGHTS 47 FEET ABOVE STATION MATEER AND 60 FEET ABOVE STATION
 GG0676'SUGAR ARE VISIBLE FROM THE GROUND.
 GG0676'
 GG0676'STATIONS DUTCH AND SNAKE ARE VISIBLE FROM THE GROUND.
 GG0676
 GG0676                          STATION RECOVERY (1955)
 GG0676
 GG0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RKD)
 GG0676'SURFACE MARKS FOR STATION AND REFERENCE MARK 1 WERE SEARCHED
 GG0676'FOR BUT WERE NOT RECOVERED.  UNDERGROUND MARKS WERE NOT
 GG0676'SEARCHED FOR.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION
 GG0676'AS DESCRIBED.  AZIMUTH MARK WAS NOT VISITED.
 GG0676'
 GG0676'DESCRIPTION ON HOW TO REACH FROM SILOAM SPRINGS STATES TO
 GG0676'TRAVEL ON U.S. HIGHWAY 59.  THIS SHOULD READ TO TRAVEL ON
 GG0676'STATE HIGHWAY 59.
 GG0676
 GG0676                          STATION RECOVERY (1960)
 GG0676
 GG0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0676'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 GG0676'ABOUT FLUSH WITH THE GROUND AND IT IS POSSIBLE THAT THE MARK
 GG0676'RECOVERED WAS THE ORIGINAL UNDERGROUND MARK.  THE DISK FOR R.M.
 GG0676'NO. 1 HAS BEEN REMOVED AND THE DRILL HOLE WAS FOUND IN BOULDER.
 GG0676'THE DISK FOR R.M. NO. 2 PROJECTS ABOUT 1 INCH OUT OF ROCK
 GG0676'AND THE ARROW ON DISK POINTS AWAY FROM THE STATION.
 GG0676'
 GG0676'THE AZIMUTH MARK RECOVERED IN GOOD CONDITION.  IT IS ABOUT
 GG0676'MIDWAY BETWEEN A HOUSE (FORMERLY MR. WESTS) AND A TURN IN THE
 GG0676'ROAD AND IS 1 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 GG0676'
 GG0676'ARK.-OKLA. BOUNDARY MONUMENT NO. 33 WAS RECOVERED.  IT IS
 GG0676'LOOSE IN THE GROUND AND IS SUPPORTED BY ROCKS PILED AROUND
 GG0676'THE BASE.
 GG0676
 GG0676                          STATION RECOVERY (1978)
 GG0676
 GG0676'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1978 (JWH)
 GG0676'BATES 1935 RECOVERED IN GOOD CONDITION.
 GG0676'
 GG0676'R. M. NO. 1 GONE, FOUND DRILL HOLE IN ROCK.
 GG0676'
 GG0676'R. M. NO. 2 FOUND, BUT IS LOOSE IN DRILL HOLE IN ROCK.
 GG0676'
 GG0676'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 3 MILES NORTHEAST
 GG0676'OF WESTVILLE, OKLAHOMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1634 ***********************************************************************
 FF1634  DESIGNATION -  BATESVILLE
 FF1634  PID         -  FF1634
 FF1634  STATE/COUNTY-  AR/INDEPENDENCE
 FF1634  USGS QUAD   -  BATESVILLE (1989)
 FF1634
 FF1634                         *CURRENT SURVEY CONTROL
 FF1634  ___________________________________________________________________
 FF1634* NAD 83(1997)-  35 46 30.07340(N)    091 38 27.57586(W)     ADJUSTED  
 FF1634* NAVD 88     -       122.307  (meters)     401.27   (feet)  ADJUSTED  
 FF1634  ___________________________________________________________________
 FF1634  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FF1634  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1634  DYNAMIC HT  -         122.202 (meters)     400.92  (feet)  COMP
 FF1634  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 FF1634
 FF1634  HORZ ORDER  -  FIRST
 FF1634  VERT ORDER  -  SECOND    CLASS 0
 FF1634
 FF1634.The horizontal coordinates were established by classical geodetic methods
 FF1634.and adjusted by the National Geodetic Survey in September 1999..
 FF1634
 FF1634.The orthometric height was determined by differential leveling
 FF1634.and adjusted by the National Geodetic Survey in June 1991..
 FF1634
 FF1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1634
 FF1634.The geoid height was determined by GEOID03.
 FF1634
 FF1634.The dynamic height is computed by dividing the NAVD 88
 FF1634.geopotential number by the normal gravity value computed on the
 FF1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1634.degrees latitude (g = 980.6199 gals.).
 FF1634
 FF1634.The modeled gravity was interpolated from observed gravity values.
 FF1634
 FF1634;                    North         East     Units Scale Factor Converg.
 FF1634;SPC AR N     -   160,002.949   432,459.086   MT  0.99994146   +0 12 32.1
 FF1634;SPC AR N     -   524,943.01  1,418,826.18   sFT  0.99994146   +0 12 32.1
 FF1634;UTM  15      - 3,959,847.119   622,834.670   MT  0.99978593   +0 47 40.5
 FF1634
 FF1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1634!SPC AR N     -   0.99998513  x   0.99994146  =   0.99992659
 FF1634!UTM  15      -   0.99998513  x   0.99978593  =   0.99977106
 FF1634
 FF1634:                Primary Azimuth Mark                     Grid Az
 FF1634:SPC AR N     -  BATESVILLE MASONIC HOME STACK            072 46 09.9
 FF1634:UTM  15      -  BATESVILLE MASONIC HOME STACK            072 11 01.5
 FF1634
 FF1634|---------------------------------------------------------------------|
 FF1634| PID    Reference Object                     Distance      Geod. Az  |
 FF1634|                                                           dddmmss.s |
 FF1634| FF1875 BATESVILLE MASONIC HOME STACK       APPROX. 1.3 KM 0725842.0 |
 FF1634| FF1874 BATESVILLE MASONIC HOME TANK        APPROX. 1.4 KM 0730005.8 |
 FF1634| FF1878 SALADO                              APPROX. 7.4 KM 1490801.5 |
 FF1634| FF1636 BATESVILLE RM 2                      42.017 METERS 15349     |
 FF1634| FF1637 BATESVILLE RM 3                      29.938 METERS 18148     |
 FF1634| FF1873 BATESVILLE ARK PWR LIGHT TANK        30.241 METERS 18315     |
 FF1634| FF1876 BATESVILLE COMPRESS CO TANK         APPROX. 1.2 KM 2093421.5 |
 FF1634| FF1638 BATESVILLE GRAVITY STA               26.416 METERS 23842     |
 FF1634| FF1635 BATESVILLE RM 1                      67.071 METERS 25538     |
 FF1634| CI1066 BATESVILLE AZ MK                                   3171451.6 |
 FF1634|---------------------------------------------------------------------|
 FF1634
 FF1634                          SUPERSEDED SURVEY CONTROL
 FF1634
 FF1634  NAD 83(1986)-  35 46 30.08501(N)    091 38 27.57522(W) AD(       ) 1
 FF1634  NAD 27      -  35 46 29.81100(N)    091 38 27.07800(W) AD(       ) 1
 FF1634  NGVD 29 (??/??/??)  122.232  (m)          401.02   (f) ADJUSTED    2 0
 FF1634
 FF1634.Superseded values are not recommended for survey control.
 FF1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1634.See file dsdata.txt to determine how the superseded data were derived.
 FF1634
 FF1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2283559847(NAD 83)
 FF1634_MARKER: DS = TRIANGULATION STATION DISK
 FF1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1634_STAMPING: BATESVILLE 1934
 FF1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1634+STABILITY: SURFACE MOTION
 FF1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1634+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 FF1634
 FF1634  HISTORY     - Date     Condition        Report By
 FF1634  HISTORY     - 1934     MONUMENTED       CGS
 FF1634  HISTORY     - 1936     GOOD             ARGS
 FF1634  HISTORY     - 1952     GOOD             CGS
 FF1634  HISTORY     - 1955     GOOD             CGS
 FF1634  HISTORY     - 1955     GOOD             CGS
 FF1634  HISTORY     - 1966     GOOD             CGS
 FF1634  HISTORY     - 1967     GOOD             CGS
 FF1634  HISTORY     - 1967     GOOD             CGS
 FF1634  HISTORY     - 1980     GOOD             NGS
 FF1634  HISTORY     - 20060419 GOOD             ARHD
 FF1634
 FF1634                          STATION DESCRIPTION
 FF1634
 FF1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1634'THE STATION IS LOCATED ON THE INTERSECTION OF SOUTH BOSWELL
 FF1634'STREET AND ST. LOUIS AVENUE ON THE PROPERTY OF THE ARKANSAS
 FF1634'POWER AND LIGHT COMPANY IN THE TOWN OF BATESVILLE, ARKANSAS.
 FF1634'THE STATION IS SET IN A SMALL PARK 47.2 FEET FROM THE CENTER
 FF1634'LINE OF ST. LOUIS AVENUE AND 49.8 FEET FROM THE CENTER LINE
 FF1634'OF SOUTH BOSWELL STREET.
 FF1634'
 FF1634'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 FF1634'DISKS SET IN CONCRETE CYLINDERS.
 FF1634'
 FF1634'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FF1634'
 FF1634'REFERENCE MARK NO. 1 IS LOCATED ON THE N SIDE OF SOUTH BOSWELL
 FF1634'STREET, 28.4 FEET FROM CENTER LINE OF STREET, AND IN FENCE
 FF1634'LINE.  IT IS NW OF STATION.
 FF1634'
 FF1634'REFERENCE MARK NO. 2 IS LOCATED SE OF STATION ONE FOOT FROM
 FF1634'CURB ON E SIDE OF ST. LOUIS AVENUE AND 10 FEET FROM CENTER
 FF1634'LINE OF STREET.
 FF1634'
 FF1634'TO REACH THE AZIMUTH MARK FROM EAST BOSWELL STREET, AT 12TH
 FF1634'STREET, GO W 11 BLOCKS TO CENTRAL AVENUE AND STATE HIGHWAY 69,
 FF1634'GO N ON STATE HIGHWAY 69, 2.1 MILES, TURN IN AT GAP ON RIGHT,
 FF1634'S OF YELLOW FRAME HOUSE ON RIGHT SIDE OF HIGHWAY AT CURVE,
 FF1634'(DENNY PLACE) FOLLOW DIM TRAIL 0.01 MILE TO Y TAKE LEFT ROAD
 FF1634'5 PACES.  MARK IS 50 FEET SW OF FENCE.
 FF1634'
 FF1634'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 FF1634
 FF1634                          STATION RECOVERY (1936)
 FF1634
 FF1634'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1936
 FF1634'ORIGINAL DESCRIPTION OK, CONDITION OF ALL MARKERS AND
 FF1634'TRIANGULATION STATION IS GOOD.
 FF1634
 FF1634                          STATION RECOVERY (1952)
 FF1634
 FF1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 FF1634'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARKS NO.
 FF1634'1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 FF1634'WAS NOT SEARCHED FOR.
 FF1634
 FF1634                          STATION RECOVERY (1955)
 FF1634
 FF1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF1634'0.5 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1634'AT BATESVILLE, THENCE 0.15 MILE SOUTHEAST ALONG SOUTH 12TH
 FF1634'STREET, 75 FEET NORTH OF THE NORTHEAST LEG OF THE CITY WATER
 FF1634'TOWER, 97.5 FEET NORTHEAST OF THE NORTHEAST CURB OF SOUTH
 FF1634'12TH STREET, 36 FEET SOUTHEAST OF THE SOUTHEAST CURB OF EAST
 FF1634'BOSWELL STREET, 32 FEET WEST OF THE WEST CURB OF ST. LOUIS
 FF1634'STREET, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 FF1634'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND,
 FF1634'STAMPED BATESVILLE 1934.
 FF1634'
 FF1634'BATESVILLE R.M. 1 IS 220.5 FEET SOUTHWEST OF TRIANGULATION
 FF1634'STATION BATESVILLE, 86 FEET SOUTHWEST OF THE SOUTHWEST CURB
 FF1634'OF SOUTH 12TH STREET, 16.4 FEET NORTHWEST OF THE NORTHWEST
 FF1634'CURB OF EAST BOSWELL STREET, AT THE NORTHWEST EDGE OF A SIDEWALK,
 FF1634'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 FF1634'PROJECTS 1.0 FOOT ABOVE THE GROUND, STAMPED BATESVILLE NO 1
 FF1634'1934.
 FF1634'
 FF1634'BATESVILLE R.M. 2 IS 137.8 FEET SOUTHEAST OF TRIANGULATION
 FF1634'STATION BATESVILLE, 49.4 FEET EAST OF THE SOUTHEAST LEG OF
 FF1634'THE CITY WATER TOWER, 27.6 FEET SOUTHWEST OF A 28 INCH OAK
 FF1634'TREE, 1.7 FEET EAST OF THE EAST CURB OF ST. LOUIS STREET, A
 FF1634'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 FF1634'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED BATESVILLE NO 2
 FF1634'1934.
 FF1634
 FF1634                          STATION RECOVERY (1955)
 FF1634
 FF1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF1634'0.6 MI NE FROM BATESVILLE.
 FF1634'0.5 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1634'AT BATESVILLE, THENCE 0.15 MILE SOUTHEAST ALONG SOUTH 12TH STREET,
 FF1634'75 FEET NORTH OF THE NORTHEAST LEG OF THE CITY WATER TOWER, 97.5
 FF1634'FEET NORTHEAST OF THE NORTHEAST CURB OF SOUTH 12TH STREET, 36 FEET
 FF1634'SOUTHEAST OF THE SOUTHEAST CURB OF EAST BOSWELL STREET, 32 FEET
 FF1634'WEST OF THE WEST CURB OF ST. LOUIS STREET, SET IN THE TOP OF A
 FF1634'CONCRETE POST WHICH PROJECTS 1.0 FEET ABOVE THE GROUND.
 FF1634
 FF1634                          STATION RECOVERY (1966)
 FF1634
 FF1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WTB)
 FF1634'THE STATION IS IN AND EVIDENTLY IN GOOD SHAPE.  R.M. 2 HAS
 FF1634'TUMBLED SIDEWAYS DUE TO PROXIMITY OF EXCAVATION FOR NEW WATER
 FF1634'LINE.  A TILE SHACK HAS BEEN BUILT BETWEEN R.M. 1 AND THE
 FF1634'TRIANGULATION STATION.
 FF1634
 FF1634                          STATION RECOVERY (1967)
 FF1634
 FF1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FF1634'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 FF1634'CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED BY CONSTRUCTION
 FF1634'OF A NEW WATER LINE.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FF1634'WAS NOT FOUND.  REFERENCE MARK 1 WILL NOT SEE THE STATION DUE
 FF1634'TO A BLOCK BUILDING ON LINE.  REFERENCE MARK 3 AND 4 WERE
 FF1634'ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1634'
 FF1634'THE STATION IS LOCATED IN BATESVILLE AT THE INTERSECTION OF 12TH
 FF1634'AND BOSWELL STREETS.
 FF1634'
 FF1634'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 167 AND STATE
 FF1634'HIGHWAYS 69 AND 25 IN THE EAST EDGE OF BATESVILLE, GO NORTHERLY
 FF1634'ON U.S. HIGHWAY 167 AND STATE HIGHWAY 25 FOR 0.4 MILE TO THE
 FF1634'WATER TANK AND STATION ON THE LEFT.
 FF1634'
 FF1634'STATION MARK IS A STANDARD DISK, STAMPED BATESVILLE 1934,
 FF1634'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 14 INCHES.
 FF1634'IT IS 107 FEET NORTHEAST OF 12TH STREET, 48 FEET NORTHWEST
 FF1634'OF THE CENTER OF U.S. HIGHWAY 167, 47 FEET SOUTHEAST OF THE
 FF1634'CENTER OF BOSWELL STREET AND 28.8 FEET NORTHEAST OF THE EAST
 FF1634'CORNER OF A BLOCK BUILDING.
 FF1634'
 FF1634'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BATESVILLE NO
 FF1634'3 1934, CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION
 FF1634'OF THE STANDPIPE IN THE CENTER OF THE WATER TANK.  IT IS 55
 FF1634'FEET NORTHEAST OF THE CENTER OF 12TH STREET, 48 FEET NORTHWEST
 FF1634'OF THE CENTER OF U.S. HIGHWAY 167 AND ABOUT 2 FEET LOWER
 FF1634'THAN THE STATION.
 FF1634'
 FF1634'BATESVILLE 1941 (GRAVITY STATION) (R.M. 4) IS A U.S. COAST
 FF1634'AND GEODETIC SURVEY GRAVITY DISK, STAMPED BATESVILLE 1941,
 FF1634'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH
 FF1634'THE GROUND SURFACE.  IT IS 44.5 FEET SOUTHWEST OF THE WEST
 FF1634'CORNER OF THE BLOCK BUILDING, 43 FEET SOUTHEAST OF THE CENTER
 FF1634'OF BOSWELL STREET, 21 FEET NORTHEAST OF THE CENTER OF 12TH
 FF1634'STREET AND ABOUT THE SAME ELEVATION AS THE STATION.
 FF1634'
 FF1634'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BATESVILLE NO
 FF1634'1 1934, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 FF1634'20 INCHES.  IT IS 220 FEET NORTHWEST OF THE STATION, 99 FEET
 FF1634'NORTHWEST OF 12TH STREET AND 24 FEET NORTHEAST OF BOSWELL
 FF1634'STREET.
 FF1634'
 FF1634'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 FF1634'
 FF1634'REFERENCE MARK 3 TO BATESVILLE 1941 (GRAVITY STATION) (R.M. 4)
 FF1634'88.67 FEET OR 27.026 METERS.
 FF1634'
 FF1634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN BATESVILLE.
 FF1634
 FF1634                          STATION RECOVERY (1967)
 FF1634
 FF1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FF1634'RECOVERED IN GOOD CONDITION.
 FF1634
 FF1634                          STATION RECOVERY (1980)
 FF1634
 FF1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 FF1634'STATION MARK, REFERENCE MARKS 1, 3 AND 4 WERE RECOVERED AS
 FF1634'DESCRIBED IN GOOD CONDITION.  REFERENCE MARK 1 IS STILL BLOCKED
 FF1634'BY THE BUILDING.
 FF1634'
 FF1634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF1634'AT BATESVILLE.
 FF1634
 FF1634                          STATION RECOVERY (2006)
 FF1634
 FF1634'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FF1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1873 ***********************************************************************
 FF1873  DESIGNATION -  BATESVILLE ARK PWR LIGHT TANK
 FF1873  PID         -  FF1873
 FF1873  STATE/COUNTY-  AR/INDEPENDENCE
 FF1873  USGS QUAD   -  BATESVILLE (1989)
 FF1873
 FF1873                         *CURRENT SURVEY CONTROL
 FF1873  ___________________________________________________________________
 FF1873* NAD 83(1997)-  35 46 29.09379(N)    091 38 27.64395(W)     ADJUSTED  
 FF1873* NAVD 88     -                                                        
 FF1873  ___________________________________________________________________
 FF1873  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FF1873  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1873
 FF1873  HORZ ORDER  -  THIRD
 FF1873
 FF1873.The horizontal coordinates were established by classical geodetic methods
 FF1873.and adjusted by the National Geodetic Survey in September 1999..
 FF1873
 FF1873
 FF1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1873
 FF1873.The geoid height was determined by GEOID03.
 FF1873
 FF1873;                    North         East     Units Scale Factor Converg.
 FF1873;SPC AR N     -   159,972.753   432,457.486   MT  0.99994144   +0 12 32.0
 FF1873;SPC AR N     -   524,843.94  1,418,820.94   sFT  0.99994144   +0 12 32.0
 FF1873;UTM  15      - 3,959,816.913   622,833.379   MT  0.99978592   +0 47 40.4
 FF1873
 FF1873                          SUPERSEDED SURVEY CONTROL
 FF1873
 FF1873  NAD 83(1986)-  35 46 29.10549(N)    091 38 27.64467(W) AD(       ) 4
 FF1873  NAD 27      -  35 46 28.83200(N)    091 38 27.14600(W) AD(       ) 3
 FF1873
 FF1873.Superseded values are not recommended for survey control.
 FF1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1873.See file dsdata.txt to determine how the superseded data were derived.
 FF1873
 FF1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2283359817(NAD 83)
 FF1873_MARKER: 53 = ELEVATED TANK
 FF1873
 FF1873  HISTORY     - Date     Condition        Report By
 FF1873  HISTORY     - 1934     FIRST OBSERVED   CGS
 FF1873  HISTORY     - 1966     GOOD             CGS
 FF1873  HISTORY     - 1967     GOOD             CGS
 FF1873  HISTORY     - 1980     GOOD             NGS
 FF1873
 FF1873                          STATION DESCRIPTION
 FF1873
 FF1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WTB)
 FF1873'THE TANK IS STILL UP.
 FF1873
 FF1873                          STATION RECOVERY (1967)
 FF1873
 FF1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FF1873'THE STATION IS THE DETERMINED CENTER OF THE STANDPIPE OF THE
 FF1873'WATER TANK.  IT IS LOCATED IN BATESVILLE AT 12TH AND BOSWELL
 FF1873'STREETS.
 FF1873'
 FF1873'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FF1873'BATESVILLE 1934 THE DISTANCE BEING 99.21 FEET OR 30.239 METERS
 FF1873'WEST.
 FF1873'
 FF1873'THE TANK IS A 6 LEGGED STEEL TANK PAINTED SILVER AND IS ABOUT
 FF1873'130 FEET HIGH.  IT IS OWNED BY THE CITY OF BATESVILLE.
 FF1873
 FF1873                          STATION RECOVERY (1980)
 FF1873
 FF1873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 FF1873'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FF1873'
 FF1873'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF1873'AT BATESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8992 ***********************************************************************
 DH8992  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8992  DESIGNATION -  BATESVILLE CORS ARP
 DH8992  CORS_ID     -  ARBT
 DH8992  PID         -  DH8992
 DH8992  STATE/COUNTY-  AR/INDEPENDENCE
 DH8992  USGS QUAD   -  JAMESTOWN (1981)
 DH8992
 DH8992                         *CURRENT SURVEY CONTROL
 DH8992  ___________________________________________________________________
 DH8992* NAD 83(CORS)-  35 42 35.52897(N)    091 37 42.73873(W)     ADJUSTED  
 DH8992* NAVD 88     -                                                        
 DH8992  ___________________________________________________________________
 DH8992  EPOCH DATE  -        2002.00
 DH8992  X           -    -147,353.295 (meters)                     COMP
 DH8992  Y           -  -5,182,836.018 (meters)                     COMP
 DH8992  Z           -   3,702,154.503 (meters)                     COMP
 DH8992  ELLIP HEIGHT-          93.16  (meters)          (03/??/06) GPS OBS
 DH8992  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DH8992
 DH8992  HORZ ORDER  -  SPECIAL (CORS)
 DH8992  ELLP ORDER  -  SPECIAL (CORS)
 DH8992
 DH8992.ITRF positions are available for this station.
 DH8992.The coordinates were established by GPS observations
 DH8992.and adjusted by the National Geodetic Survey in March 2006..
 DH8992.The coordinates are valid at the epoch date displayed above.
 DH8992.The epoch date for horizontal control is a decimal equivalence
 DH8992.of Year/Month/Day.
 DH8992
 DH8992
 DH8992.The PID for the CORS L1 Phase Center is DH8993.
 DH8992
 DH8992.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8992
 DH8992.The ellipsoidal height was determined by GPS observations
 DH8992.and is referenced to NAD 83.
 DH8992
 DH8992.The geoid height was determined by GEOID03.
 DH8992
 DH8992;                    North         East     Units Scale Factor Converg.
 DH8992;SPC AR N     -   152,778.808   433,612.430   MT  0.99993833   +0 12 58.2
 DH8992;SPC AR N     -   501,241.81  1,422,610.11   sFT  0.99993833   +0 12 58.2
 DH8992
 DH8992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8992!SPC AR N     -   0.99998538  x   0.99993833  =   0.99992371
 DH8992
 DH8992                          SUPERSEDED SURVEY CONTROL
 DH8992
 DH8992.No superseded survey control is available for this station.
 DH8992
 DH8992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2406252636(NAD 83)
 DH8992_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH8992
 DH8992                          STATION DESCRIPTION
 DH8992
 DH8992'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH8992'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8992'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8992'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8992'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8992'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8993 ***********************************************************************
 DH8993  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8993  DESIGNATION -  BATESVILLE CORS L1 PHASE CENTER
 DH8993  CORS_ID     -  ARBT
 DH8993  PID         -  DH8993
 DH8993  STATE/COUNTY-  AR/INDEPENDENCE
 DH8993  USGS QUAD   -  JAMESTOWN (1981)
 DH8993
 DH8993                         *CURRENT SURVEY CONTROL
 DH8993  ___________________________________________________________________
 DH8993* NAD 83(CORS)-  35 42 35.52898(N)    091 37 42.73871(W)     ADJUSTED  
 DH8993* NAVD 88     -                                                        
 DH8993  ___________________________________________________________________
 DH8993  EPOCH DATE  -        2002.00
 DH8993  X           -    -147,353.296 (meters)                     COMP
 DH8993  Y           -  -5,182,836.074 (meters)                     COMP
 DH8993  Z           -   3,702,154.544 (meters)                     COMP
 DH8993  ELLIP HEIGHT-          93.23  (meters)          (03/??/06) GPS OBS
 DH8993  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DH8993
 DH8993  HORZ ORDER  -  SPECIAL (CORS)
 DH8993  ELLP ORDER  -  SPECIAL (CORS)
 DH8993
 DH8993.ITRF positions are available for this station.
 DH8993.The coordinates were established by GPS observations
 DH8993.and adjusted by the National Geodetic Survey in March 2006..
 DH8993.The coordinates are valid at the epoch date displayed above.
 DH8993.The epoch date for horizontal control is a decimal equivalence
 DH8993.of Year/Month/Day.
 DH8993
 DH8993
 DH8993.The PID for the CORS ARP is DH8992.
 DH8993
 DH8993.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8993
 DH8993.The ellipsoidal height was determined by GPS observations
 DH8993.and is referenced to NAD 83.
 DH8993
 DH8993.The geoid height was determined by GEOID03.
 DH8993
 DH8993;                    North         East     Units Scale Factor Converg.
 DH8993;SPC AR N     -   152,778.809   433,612.430   MT  0.99993833   +0 12 58.2
 DH8993;SPC AR N     -   501,241.81  1,422,610.11   sFT  0.99993833   +0 12 58.2
 DH8993
 DH8993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8993!SPC AR N     -   0.99998537  x   0.99993833  =   0.99992370
 DH8993
 DH8993                          SUPERSEDED SURVEY CONTROL
 DH8993
 DH8993.No superseded survey control is available for this station.
 DH8993
 DH8993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2406252636(NAD 83)
 DH8993_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8993
 DH8993                          STATION DESCRIPTION
 DH8993
 DH8993'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8993'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8993'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8993'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8993'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8993'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1638 ***********************************************************************
 FF1638  DESIGNATION -  BATESVILLE GRAVITY STA
 FF1638  PID         -  FF1638
 FF1638  STATE/COUNTY-  AR/INDEPENDENCE
 FF1638  USGS QUAD   -  BATESVILLE (1989)
 FF1638
 FF1638                         *CURRENT SURVEY CONTROL
 FF1638  ___________________________________________________________________
 FF1638* NAD 83(1986)-  35 46 29.     (N)    091 38 28.     (W)     SCALED    
 FF1638* NAVD 88     -       121.878  (meters)     399.86   (feet)  ADJUSTED  
 FF1638  ___________________________________________________________________
 FF1638  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1638  DYNAMIC HT  -         121.773 (meters)     399.52  (feet)  COMP
 FF1638  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 FF1638
 FF1638  VERT ORDER  -  SECOND    CLASS 0
 FF1638
 FF1638.The horizontal coordinates were scaled from a topographic map and have
 FF1638.an estimated accuracy of +/- 6 seconds.
 FF1638
 FF1638.The orthometric height was determined by differential leveling
 FF1638.and adjusted by the National Geodetic Survey in June 1991..
 FF1638
 FF1638.The geoid height was determined by GEOID03.
 FF1638
 FF1638.The dynamic height is computed by dividing the NAVD 88
 FF1638.geopotential number by the normal gravity value computed on the
 FF1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1638.degrees latitude (g = 980.6199 gals.).
 FF1638
 FF1638.The modeled gravity was interpolated from observed gravity values.
 FF1638
 FF1638;                    North         East    Units  Estimated Accuracy
 FF1638;SPC AR N     -   159,970.      432,450.      MT  (+/- 180 meters Scaled)
 FF1638
 FF1638                          SUPERSEDED SURVEY CONTROL
 FF1638
 FF1638  NGVD 29 (??/??/??)  121.803  (m)          399.62   (f) ADJUSTED    2 0
 FF1638
 FF1638.Superseded values are not recommended for survey control.
 FF1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1638.See file dsdata.txt to determine how the superseded data were derived.
 FF1638
 FF1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV228598(NAD 83)
 FF1638_MARKER: DG = GRAVITY STATION DISK
 FF1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1638_STAMPING: BATESVILLE 1941
 FF1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1638+STABILITY: SURFACE MOTION
 FF1638
 FF1638  HISTORY     - Date     Condition        Report By
 FF1638  HISTORY     - 1941     MONUMENTED       CGS
 FF1638  HISTORY     - 1967     GOOD             CGS
 FF1638
 FF1638                          STATION DESCRIPTION
 FF1638
 FF1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1638'AT BATESVILLE.
 FF1638'0.4 MILE NORTH ALONG U.S. HIGHWAY 167 FROM THE JUNCTION OF U.S.
 FF1638'HIGHWAY 167, STATE HIGHWAYS 25 AND 69 IN BATESVILLE, THENCE 0.05
 FF1638'MILE WEST ALONG 12TH STREET, 44.5 FEET SOUTHWEST OF THE WEST
 FF1638'CORNER OF A CONCRETE BLOCK BUILDING, 43 FEET SOUTHEAST OF THE
 FF1638'CENTER OF BOSWELL STREET, 21 FEET NORTHEAST OF THE CENTER OF 12TH
 FF1638'STREET, 86.7 FEET WEST-NORTHWEST OF BATESVILLE 1934 AND SET IN THE
 FF1638'TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 FF1638'IS A COAST AND GEODETIC SURVEY GRAVITY DISK, STAMPED BATESVILLE
 FF1638'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1635 ***********************************************************************
 FF1635  DESIGNATION -  BATESVILLE RM 1
 FF1635  PID         -  FF1635
 FF1635  STATE/COUNTY-  AR/INDEPENDENCE
 FF1635  USGS QUAD   -  BATESVILLE (1989)
 FF1635
 FF1635                         *CURRENT SURVEY CONTROL
 FF1635  ___________________________________________________________________
 FF1635* NAD 83(1986)-  35 46 31.     (N)    091 38 30.     (W)     SCALED    
 FF1635* NAVD 88     -       122.106  (meters)     400.61   (feet)  ADJUSTED  
 FF1635  ___________________________________________________________________
 FF1635  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1635  DYNAMIC HT  -         122.001 (meters)     400.26  (feet)  COMP
 FF1635  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 FF1635
 FF1635  VERT ORDER  -  SECOND    CLASS 0
 FF1635
 FF1635.The horizontal coordinates were scaled from a topographic map and have
 FF1635.an estimated accuracy of +/- 6 seconds.
 FF1635
 FF1635.The orthometric height was determined by differential leveling
 FF1635.and adjusted by the National Geodetic Survey in June 1991..
 FF1635
 FF1635.The geoid height was determined by GEOID03.
 FF1635
 FF1635.The dynamic height is computed by dividing the NAVD 88
 FF1635.geopotential number by the normal gravity value computed on the
 FF1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1635.degrees latitude (g = 980.6199 gals.).
 FF1635
 FF1635.The modeled gravity was interpolated from observed gravity values.
 FF1635
 FF1635;                    North         East    Units  Estimated Accuracy
 FF1635;SPC AR N     -   160,030.      432,400.      MT  (+/- 180 meters Scaled)
 FF1635
 FF1635                          SUPERSEDED SURVEY CONTROL
 FF1635
 FF1635  NGVD 29 (??/??/??)  122.032  (m)          400.37   (f) ADJUSTED    2 0
 FF1635
 FF1635.Superseded values are not recommended for survey control.
 FF1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1635.See file dsdata.txt to determine how the superseded data were derived.
 FF1635
 FF1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV227598(NAD 83)
 FF1635_MARKER: DR = REFERENCE MARK DISK
 FF1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1635_STAMPING: BATESVILLE NO 1 1934
 FF1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1635+STABILITY: SURFACE MOTION
 FF1635
 FF1635  HISTORY     - Date     Condition        Report By
 FF1635  HISTORY     - 1934     MONUMENTED       CGS
 FF1635  HISTORY     - 1967     GOOD             CGS
 FF1635
 FF1635                          STATION DESCRIPTION
 FF1635
 FF1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1635'AT BATESVILLE.
 FF1635'0.4 MILE NORTH ALONG U.S. HIGHWAY 167 FROM THE JUNCTION OF U.S.
 FF1635'HIGHWAY 167, STATE HIGHWAYS 25 AND 69 IN BATESVILLE, THENCE WEST
 FF1635'ALONG 12TH STREET FOR 0.05 MILE TO BOSWELL STREET, 99 FEET
 FF1635'NORTHWEST OF THE CENTER OF 12TH STREET, 24 FEET NORTHEAST OF THE
 FF1635'CENTER OF BOSWELL STREET, 220 FEET NORTHWEST OF BATESVILLE 1934
 FF1635'AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 20 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1637 ***********************************************************************
 FF1637  DESIGNATION -  BATESVILLE RM 3
 FF1637  PID         -  FF1637
 FF1637  STATE/COUNTY-  AR/INDEPENDENCE
 FF1637  USGS QUAD   -  BATESVILLE (1989)
 FF1637
 FF1637                         *CURRENT SURVEY CONTROL
 FF1637  ___________________________________________________________________
 FF1637* NAD 83(1986)-  35 46 28.     (N)    091 38 27.     (W)     SCALED    
 FF1637* NAVD 88     -       121.24   (meters)     397.8    (feet)  RESET     
 FF1637  ___________________________________________________________________
 FF1637  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1637
 FF1637  VERT ORDER  -  THIRD
 FF1637
 FF1637.The horizontal coordinates were scaled from a topographic map and have
 FF1637.an estimated accuracy of +/- 6 seconds.
 FF1637
 FF1637.The orthometric height was computed from unverified reset data.
 FF1637.No vertical observational check was made to the station.
 FF1637
 FF1637.The geoid height was determined by GEOID03.
 FF1637
 FF1637;                    North         East    Units  Estimated Accuracy
 FF1637;SPC AR N     -   159,940.      432,470.      MT  (+/- 180 meters Scaled)
 FF1637
 FF1637                          SUPERSEDED SURVEY CONTROL
 FF1637
 FF1637  NGVD 29 (??/??/??)  121.16   (m)          397.5    (f) RESET       3  
 FF1637
 FF1637.Superseded values are not recommended for survey control.
 FF1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1637.See file dsdata.txt to determine how the superseded data were derived.
 FF1637
 FF1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV228597(NAD 83)
 FF1637_MARKER: DR = REFERENCE MARK DISK
 FF1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1637_STAMPING: BATESVILLE NO 3 1934
 FF1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1637+STABILITY: SURFACE MOTION
 FF1637
 FF1637  HISTORY     - Date     Condition        Report By
 FF1637  HISTORY     - 1967     MONUMENTED       CGS
 FF1637  HISTORY     - 1967     GOOD             CGS
 FF1637
 FF1637                          STATION DESCRIPTION
 FF1637
 FF1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1637'AT BATESVILLE.
 FF1637'0.4 MILE NORTH ALONG U.S. HIGHWAY 167 FROM THE JUNCTION OF U.S.
 FF1637'HIGHWAY 167 AND STATE HIGHWAYS 69 AND 25 IN BATESVILLE, 55 FEET
 FF1637'NORTHEAST OF THE CENTER OF 12TH STREET, 48 FEET NORTHWEST OF THE
 FF1637'CENTER OF U.S. HIGHWAY 167 AND CEMENTED IN A DRILL HOLE IN THE
 FF1637'CONCRETE FOUNDATION OF THE STANDPIPE AT THE CENTER OF THE WATER
 FF1637'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1722 ***********************************************************************
 EJ1722  DESIGNATION -  BAUXITE
 EJ1722  PID         -  EJ1722
 EJ1722  STATE/COUNTY-  AR/SALINE
 EJ1722  USGS QUAD   -  BRYANT (1987)
 EJ1722
 EJ1722                         *CURRENT SURVEY CONTROL
 EJ1722  ___________________________________________________________________
 EJ1722* NAD 83(1997)-  34 30 48.17373(N)    092 29 03.05165(W)     ADJUSTED  
 EJ1722* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 EJ1722  ___________________________________________________________________
 EJ1722  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 EJ1722  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EJ1722
 EJ1722  HORZ ORDER  -  SECOND
 EJ1722
 EJ1722.The horizontal coordinates were established by classical geodetic methods
 EJ1722.and adjusted by the National Geodetic Survey in September 1999..
 EJ1722
 EJ1722.The orthometric height was scaled from a topographic map.
 EJ1722
 EJ1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1722
 EJ1722.The geoid height was determined by GEOID03.
 EJ1722
 EJ1722;                    North         East     Units Scale Factor Converg.
 EJ1722;SPC AR S     -   604,931.798   355,542.172   MT  0.99995332   -0 16 15.6
 EJ1722;SPC AR S     - 1,984,680.41  1,166,474.61   sFT  0.99995332   -0 16 15.6
 EJ1722;UTM  15      - 3,819,201.853   547,346.520   MT  0.99962763   +0 17 32.2
 EJ1722
 EJ1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1722!SPC AR S     -   0.99997979  x   0.99995332  =   0.99993311
 EJ1722!UTM  15      -   0.99997979  x   0.99962763  =   0.99960743
 EJ1722
 EJ1722|---------------------------------------------------------------------|
 EJ1722| PID    Reference Object                     Distance      Geod. Az  |
 EJ1722|                                                           dddmmss.s |
 EJ1722| CY5234 BAUXITE RM 2                         26.850 METERS 01055     |
 EJ1722| EJ1816 SIMPSON                             APPROX.12.6 KM 1050113.9 |
 EJ1722| CY5233 BAUXITE RM 1                         25.648 METERS 12928     |
 EJ1722| EJ1884 BENTON FIRST METHODIST CHURCH       APPROX.11.2 KM 3010623.7 |
 EJ1722| EJ1880 BENTON COURTHOUSE CLOCKTOWER        APPROX.11.1 KM 3011037.7 |
 EJ1722| EJ1882 BENTON WEST MUNICIPAL TANK          APPROX.11.3 KM 3034729.0 |
 EJ1722|---------------------------------------------------------------------|
 EJ1722
 EJ1722                          SUPERSEDED SURVEY CONTROL
 EJ1722
 EJ1722  NAD 83(1986)-  34 30 48.18448(N)    092 29 03.04255(W) AD(       ) 2
 EJ1722  NAD 27      -  34 30 47.84681(N)    092 29 02.47438(W) AD(       ) 2
 EJ1722
 EJ1722.Superseded values are not recommended for survey control.
 EJ1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1722.See file dsdata.txt to determine how the superseded data were derived.
 EJ1722
 EJ1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4734719202(NAD 83)
 EJ1722_MARKER: DS = TRIANGULATION STATION DISK
 EJ1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1722
 EJ1722  HISTORY     - Date     Condition        Report By
 EJ1722  HISTORY     - 1964     MONUMENTED       CGS
 EJ1722  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1722
 EJ1722                          STATION DESCRIPTION
 EJ1722
 EJ1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1722'ABOUT 7 MILES SOUTHEAST OF BENTON, 7 MILES SOUTHWEST OF ALEXANDER,
 EJ1722'IN THE SOUTHWEST 1/4 OF SEC. 26, T-2-S, R-14-W, IN BAUXITE
 EJ1722'TOWNSHIP AND ON THE PROPERTY OF THE ALUMINUM COMPANY OF AMERICA.
 EJ1722'IT IS 39 FEET NORTHEAST OF A 36 INCH PINE TREE WITH A TRIANGULAR
 EJ1722'BLAZE ON THE EAST SIDE, 30 FEET SOUTHEAST OF A 30 INCH PINE TREE,
 EJ1722'18 FEET SOUTHEAST OF A 20 INCH OAK TREE WITH A TRIANGULAR BLAZE
 EJ1722'ON THE SOUTH SIDE AND 4 FEET EAST OF A WITNESS POST.  THE
 EJ1722'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BAUXITE
 EJ1722'1964.
 EJ1722'
 EJ1722'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BAUXITE, GO
 EJ1722'SOUTH ON PAVED ROAD FOR 0.45 MILE TO A GRAVELED CROSSROAD.
 EJ1722'CONTINUE AHEAD EASTERLY FOR 0.5 MILE TO A GRAVELED CROSSROAD.
 EJ1722'TURN RIGHT AS PER SIGN MT OLIVE AND GO SOUTHEASTERLY ON THE
 EJ1722'MAIN TRAVELED ROAD FOR 0.95 MILE TO A ROAD FORK.  KEEP THE RIGHT
 EJ1722'FORK AND GO SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO A ROAD
 EJ1722'FORK.  KEEP THE LEFT FORK AND GO SOUTHEAST AND EAST ON THE
 EJ1722'GRAVELED ROAD FOR 0.75 MILE TO A ROAD FORK.  TURN RIGHT, GO
 EJ1722'SOUTHEAST AND SOUTH FOR 0.95 MILE TO A ROAD FORK AND A FLAT
 EJ1722'CLEARED AREA ON THE LEFT.  TURN LEFT AND GO SOUTH ON DIM
 EJ1722'WOODS ROAD FOR 0.15 MILE TO A WOODS ROAD RIGHT AND 3
 EJ1722'TRIANGULAR BLAZED TREES ON THE RIGHT.  TURN RIGHT ON THE WOODS
 EJ1722'ROAD AND GO WESTERLY FOR 0.1 MILE TO THE HIGHEST POINT OF THE
 EJ1722'HILL AND THE STATION.
 EJ1722'
 EJ1722'REFERENCE MARK 1 IS 88 FEET SOUTHEAST OF THE WITNESS POST, 32
 EJ1722'FEET NORTHEAST OF A 30 INCH PINE TREE AND 6 FEET SOUTHWEST OF
 EJ1722'THE CENTERLINE OF THE WOODS ROAD.  THE MONUMENT PROJECTS 6 INCHES
 EJ1722'AND THE DISK IS STAMPED BAUXITE NO 1 1964.
 EJ1722'
 EJ1722'REFERENCE MARK 2 IS 89 FEET NORTH OF THE WITNESS POST, 25 FEET
 EJ1722'WEST OF A 30 INCH PINE TREE AND 10 FEET NORTHEAST OF A 24 INCH
 EJ1722'OAK TREE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 EJ1722'BAUXITE NO 2 1964.
 EJ1722'
 EJ1722'NOTE- NO SUITABLE PLACE FOR AN AZIMUTH MARK OR REFERENCE MARK 3.
 EJ1722'
 EJ1722'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREES ON LINE.
 EJ1722'
 EJ1722'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ1722
 EJ1722                          STATION RECOVERY (1998)
 EJ1722
 EJ1722'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1887 ***********************************************************************
 EJ1887  DESIGNATION -  BAUXITE ALCOA ALUMINUM CO TANK
 EJ1887  PID         -  EJ1887
 EJ1887  STATE/COUNTY-  AR/SALINE
 EJ1887  USGS QUAD   -  BENTON (1984)
 EJ1887
 EJ1887                         *CURRENT SURVEY CONTROL
 EJ1887  ___________________________________________________________________
 EJ1887* NAD 83(1997)-  34 34 35.90693(N)    092 31 43.55284(W)     ADJUSTED  
 EJ1887* NAVD 88     -                                                        
 EJ1887  ___________________________________________________________________
 EJ1887  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 EJ1887  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ1887
 EJ1887  HORZ ORDER  -  THIRD
 EJ1887
 EJ1887.The horizontal coordinates were established by classical geodetic methods
 EJ1887.and adjusted by the National Geodetic Survey in September 1999..
 EJ1887
 EJ1887
 EJ1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1887
 EJ1887.The geoid height was determined by GEOID03.
 EJ1887
 EJ1887;                    North         East     Units Scale Factor Converg.
 EJ1887;SPC AR S     -   611,969.153   351,484.750   MT  0.99996314   -0 17 45.4
 EJ1887;SPC AR S     - 2,007,768.80  1,153,162.88   sFT  0.99996314   -0 17 45.4
 EJ1887;UTM  15      - 3,826,196.648   543,221.478   MT  0.99962302   +0 16 02.8
 EJ1887
 EJ1887                          SUPERSEDED SURVEY CONTROL
 EJ1887
 EJ1887  NAD 83(1986)-  34 34 35.91815(N)    092 31 43.54386(W) AD(       ) 4
 EJ1887  NAD 27      -  34 34 35.58386(N)    092 31 42.97076(W) AD(       ) 3
 EJ1887
 EJ1887.Superseded values are not recommended for survey control.
 EJ1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1887.See file dsdata.txt to determine how the superseded data were derived.
 EJ1887
 EJ1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4322126197(NAD 83)
 EJ1887_MARKER: 51 = TANK
 EJ1887
 EJ1887  HISTORY     - Date     Condition        Report By
 EJ1887  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1887  HISTORY     - 19980425 GOOD             USPSQD
 EJ1887
 EJ1887                          STATION DESCRIPTION
 EJ1887
 EJ1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1887'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ON
 EJ1887'THE GROUNDS OF THE ALCOA ALUMINUM COMPANY OF AMERICA REFINING
 EJ1887'PLANT ABOUT 4 MILES NORTHEAST OF BENTON AND 2 MILES SOUTHWEST
 EJ1887'OF BRYANT.  IT IS A 6 LEGGED STEEL TANK PAINTED ALUMINUM
 EJ1887'AND IS ABOUT 130 FEET HIGH.  IT IS OWNED BY THE ALCOA ALUMINUM
 EJ1887'COMPANY OF AMERICA.
 EJ1887
 EJ1887                          STATION RECOVERY (1998)
 EJ1887
 EJ1887'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1885 ***********************************************************************
 EJ1885  DESIGNATION -  BAUXITE STANDPIPE
 EJ1885  PID         -  EJ1885
 EJ1885  STATE/COUNTY-  AR/SALINE
 EJ1885  USGS QUAD   -  BENTON (1984)
 EJ1885
 EJ1885                         *CURRENT SURVEY CONTROL
 EJ1885  ___________________________________________________________________
 EJ1885* NAD 83(1997)-  34 32 58.41221(N)    092 30 20.38027(W)     ADJUSTED  
 EJ1885* NAVD 88     -                                                        
 EJ1885  ___________________________________________________________________
 EJ1885  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 EJ1885  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EJ1885
 EJ1885  HORZ ORDER  -  THIRD
 EJ1885
 EJ1885.The horizontal coordinates were established by classical geodetic methods
 EJ1885.and adjusted by the National Geodetic Survey in September 1999..
 EJ1885
 EJ1885
 EJ1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1885
 EJ1885.The geoid height was determined by GEOID03.
 EJ1885
 EJ1885;                    North         East     Units Scale Factor Converg.
 EJ1885;SPC AR S     -   608,954.335   353,589.687   MT  0.99995878   -0 16 58.8
 EJ1885;SPC AR S     - 1,997,877.68  1,160,068.83   sFT  0.99995878   -0 16 58.8
 EJ1885;UTM  15      - 3,823,203.681   545,355.237   MT  0.99962535   +0 16 49.3
 EJ1885
 EJ1885                          SUPERSEDED SURVEY CONTROL
 EJ1885
 EJ1885  NAD 83(1986)-  34 32 58.42337(N)    092 30 20.37139(W) AD(       ) 4
 EJ1885  NAD 27      -  34 32 58.08705(N)    092 30 19.79851(W) AD(       ) 3
 EJ1885
 EJ1885.Superseded values are not recommended for survey control.
 EJ1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1885.See file dsdata.txt to determine how the superseded data were derived.
 EJ1885
 EJ1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4535523204(NAD 83)
 EJ1885_MARKER: 52 = STANDPIPE TANK
 EJ1885
 EJ1885  HISTORY     - Date     Condition        Report By
 EJ1885  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1885  HISTORY     - 19980425 GOOD             USPSQD
 EJ1885
 EJ1885                          STATION DESCRIPTION
 EJ1885
 EJ1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1885'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
 EJ1885'ON A HILL 0.4 MILE SOUTH OF THE POST OFFICE AND AT THE SOUTH
 EJ1885'EDGE OF THE UNINCORPORATED TOWN OF BAUXITE.  IT IS A STANDARD
 EJ1885'METAL STANDPIPE PAINTED ALUMINUM AND IS ABOUT 90 FEET HIGH.  IT
 EJ1885'IS OWNED BY ALCOA ALUMINUM COMPANY OF AMERICA.
 EJ1885
 EJ1885                          STATION RECOVERY (1998)
 EJ1885
 EJ1885'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0997 ***********************************************************************
 DK0997  DESIGNATION -  BAXTER
 DK0997  PID         -  DK0997
 DK0997  STATE/COUNTY-  AR/DREW
 DK0997  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0997
 DK0997                         *CURRENT SURVEY CONTROL
 DK0997  ___________________________________________________________________
 DK0997* NAD 83(1986)-  33 31 38.     (N)    091 29 52.     (W)     SCALED    
 DK0997* NAVD 88     -        43.300  (meters)     142.06   (feet)  ADJUSTED  
 DK0997  ___________________________________________________________________
 DK0997  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DK0997  DYNAMIC HT  -          43.255 (meters)     141.91  (feet)  COMP
 DK0997  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 DK0997
 DK0997  VERT ORDER  -  SECOND    CLASS 0
 DK0997
 DK0997.The horizontal coordinates were scaled from a topographic map and have
 DK0997.an estimated accuracy of +/- 6 seconds.
 DK0997
 DK0997.The orthometric height was determined by differential leveling
 DK0997.and adjusted by the National Geodetic Survey in June 1991..
 DK0997
 DK0997.The geoid height was determined by GEOID03.
 DK0997
 DK0997.The dynamic height is computed by dividing the NAVD 88
 DK0997.geopotential number by the normal gravity value computed on the
 DK0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0997.degrees latitude (g = 980.6199 gals.).
 DK0997
 DK0997.The modeled gravity was interpolated from observed gravity values.
 DK0997
 DK0997;                    North         East    Units  Estimated Accuracy
 DK0997;SPC AR S     -   495,560.      446,650.      MT  (+/- 180 meters Scaled)
 DK0997
 DK0997                          SUPERSEDED SURVEY CONTROL
 DK0997
 DK0997  NGVD 29 (??/??/??)   43.409  (m)          142.42   (f) ADJUSTED    2 0
 DK0997
 DK0997.Superseded values are not recommended for survey control.
 DK0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0997.See file dsdata.txt to determine how the superseded data were derived.
 DK0997
 DK0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT394107(NAD 83)
 DK0997_MARKER: P = PIPE CAP
 DK0997_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0997_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0997
 DK0997  HISTORY     - Date     Condition        Report By
 DK0997  HISTORY     - UNK      MONUMENTED       DOD
 DK0997  HISTORY     - 1932     GOOD             CGS
 DK0997
 DK0997                          STATION DESCRIPTION
 DK0997
 DK0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK0997'IN BAXTER.
 DK0997'THE TOP OF A CAPPED, 1 1/2 INCH PIPE PROJECTING SEVERAL INCHES ABOVE
 DK0997'GROUND, LOCATED IN THE N.E. CORNER OF THE YARD TO W.R. MCCLOYS HOUSE.
 DK0997'1 FOOT SOUTH OF THE FENCE LINE, 6 1/2 FEET WEST OF THE FENCE CORNER,
 DK0997'50 METERS WEST OF THE BRIDGE OVER BAYOU BARTHOLOMEW AND 96 FEET SOUTH
 DK0997'OF THE SOUTH RAIL OF THE MO. PAC. R.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0686 ***********************************************************************
 GF0686  DESIGNATION -  BAXTER
 GF0686  PID         -  GF0686
 GF0686  STATE/COUNTY-  AR/BAXTER
 GF0686  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0686
 GF0686                         *CURRENT SURVEY CONTROL
 GF0686  ___________________________________________________________________
 GF0686* NAD 83(1997)-  36 17 58.20255(N)    092 27 29.14327(W)     ADJUSTED  
 GF0686* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 GF0686  ___________________________________________________________________
 GF0686  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 GF0686  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0686
 GF0686  HORZ ORDER  -  SECOND
 GF0686
 GF0686.The horizontal coordinates were established by classical geodetic methods
 GF0686.and adjusted by the National Geodetic Survey in September 1999..
 GF0686
 GF0686.The orthometric height was scaled from a topographic map.
 GF0686
 GF0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0686
 GF0686.The geoid height was determined by GEOID03.
 GF0686
 GF0686;                    North         East     Units Scale Factor Converg.
 GF0686;SPC AR N     -   218,233.958   358,852.757   MT  1.00001375   -0 15 59.6
 GF0686;SPC AR N     -   715,989.24  1,177,336.09   sFT  1.00001375   -0 15 59.6
 GF0686;UTM  15      - 4,017,304.510   548,655.454   MT  0.99962917   +0 19 14.9
 GF0686
 GF0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0686!SPC AR N     -   0.99996693  x   1.00001375  =   0.99998068
 GF0686!UTM  15      -   0.99996693  x   0.99962917  =   0.99959611
 GF0686
 GF0686:                Primary Azimuth Mark                     Grid Az
 GF0686:SPC AR N     -  BAXTER AZ MK                             129 27 38.4
 GF0686:UTM  15      -  BAXTER AZ MK                             128 52 23.9
 GF0686
 GF0686|---------------------------------------------------------------------|
 GF0686| PID    Reference Object                     Distance      Geod. Az  |
 GF0686|                                                           dddmmss.s |
 GF0686| CI1070 BAXTER AZ MK                                       1291138.8 |
 GF0686| GF0683 CAA TRANSIT POINT TWO                36.507 METERS 24902     |
 GF0686| CI2716 OMNI RANGE STA VOR FLIPPIN                         28351     |
 GF0686| GF0685 CAA TRANSIT POINT ONE                30.620 METERS 29750     |
 GF0686| CI1071 BAXTER RM 3                          27.691 METERS 30910     |
 GF0686|---------------------------------------------------------------------|
 GF0686
 GF0686                          SUPERSEDED SURVEY CONTROL
 GF0686
 GF0686  NAD 83(1986)-  36 17 58.21622(N)    092 27 29.14430(W) AD(       ) 2
 GF0686  NAD 27      -  36 17 57.97200(N)    092 27 28.56900(W) AD(       ) 2
 GF0686
 GF0686.Superseded values are not recommended for survey control.
 GF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0686.See file dsdata.txt to determine how the superseded data were derived.
 GF0686
 GF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4865517305(NAD 83)
 GF0686_MARKER: DS = TRIANGULATION STATION DISK
 GF0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0686
 GF0686  HISTORY     - Date     Condition        Report By
 GF0686  HISTORY     - 1953     MONUMENTED       CGS
 GF0686  HISTORY     - 1964     SEE DESCRIPTION  USFS
 GF0686  HISTORY     - 1965     GOOD             CGS
 GF0686
 GF0686                          STATION DESCRIPTION
 GF0686
 GF0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0686'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF GASSVILLE,
 GF0686'4-1/2 MILES SOUTHWEST OF MOUNTAIN HOME, IN SEC. 13, T 19 N, R 14 W.
 GF0686'IT IS 56.6 FEET EAST OF A BOARD FENCE INCLOSING A CAA RANGE
 GF0686'STATION OF THE DEPARTMENT OF COMMERCE AND 74.6 FEET EAST
 GF0686'OF THE SOUTHEAST CORNER OF THE BUILDING HOUSING THE POWER
 GF0686'PLANT.
 GF0686'
 GF0686'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME,
 GF0686'GO SOUTHWESTERLY ON U. S. HIGHWAY 62 FOR 4.8 MILES TO A TOURIST
 GF0686'COURT ON THE LEFT, CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.3 MILE
 GF0686'TO A GRAVELED ROAD LEADING WEST, TURN RIGHT AND GO WEST
 GF0686'0.3 MILE TO A GATE AND THE AZIMUTH MARK, THENCE NORTHWEST
 GF0686'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE
 GF0686'RIGHT.
 GF0686'
 GF0686'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 GF0686'AND THE DISK IS STAMPED BAXTER 1953.
 GF0686'
 GF0686'REFERENCE MARK 1 IS A BRONZE TABLET OF THE CIVIL AERONAUTICS
 GF0686'ADMINISTRATION SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GF0686'POST THAT PROJECTS 3 INCHES.  IT IS 39.5 FEET SOUTH OF THE
 GF0686'SOUTHWEST CORNER OF THE POWER PLANT BUILDING AND 4 FEET
 GF0686'SOUTH OF THE BOARD FENCE.
 GF0686'
 GF0686'REFERENCE MARK 2 IS A BRONZE TABLET OF THE CIVIL AERONAUTICS
 GF0686'ADMINISTRATION SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GF0686'THAT PROJECTS 2 INCHES.  IT IS 5 FEET NORTH OF THE BOARD
 GF0686'FENCE AND 37.7 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GF0686'POWER PLANT BUILDING.
 GF0686'
 GF0686'THE AZIMUTH MARK IS 50 FEET WEST OF THE GATE, 26 FEET SOUTH OF
 GF0686'THE CENTER OF THE GRAVELED ROAD AND 3 FEET NORTHWEST OF A
 GF0686'4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES
 GF0686'AND THE DISK IS STAMPED BAXTER 1953.
 GF0686
 GF0686                          STATION RECOVERY (1964)
 GF0686
 GF0686'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 GF0686'STATION MARK AND R.M. 2 PROBABLY DESTROYED.  R.M. 1 IS IN GOOD
 GF0686'CONDITION.
 GF0686'
 GF0686'ORIGINAL FENCE AND VOR STATION WAS MOVED APPROXIMATELY 100 FEET
 GF0686'N OF OLD POSITION.  STATION BULLDOZED UNDER APPROXIMATELY 18 INCHES
 GF0686'OF GRAVEL.
 GF0686
 GF0686                          STATION RECOVERY (1965)
 GF0686
 GF0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0686'STATION RECOVERED AND ALL MARKS, EXCEPT R.M. NO. 2, FOUND
 GF0686'IN GOOD CONDITION.  ONE NEW REFERENCE MARK WAS ESTABLISHED
 GF0686'TO REPLACE THE ONE THAT HAD BEEN DESTROYED.
 GF0686'
 GF0686'THE ORIGINAL VOR WAS REMOVED AND A NEW ONE WAS BUILT JUST
 GF0686'EAST OF THE ORIGINAL SITE.
 GF0686'
 GF0686'THE STATION IS 78 FEET SOUTHEAST OF THE CORNER OF THE VOR,
 GF0686'41 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE
 GF0686'AROUND THE VOR AND 2 FEET SOUTH OF A METAL WITNESS POST.
 GF0686'THE TOP STATION MARK IS 10 INCHES BELOW THE SURFACE OF THE
 GF0686'GROUND.
 GF0686'
 GF0686'R.M. NO. 1 IS A BRANZE TABLET OF THE CIVIL AERONAUTICS
 GF0686'ADMINISTRATION, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GF0686'POST THAT PROJECTS 3 INCHES.  IT IS 86 FEET SOUTHWEST OF
 GF0686'THE SOUTHEAST CORNER OF A BOARD FENCE AND 49 FEET
 GF0686'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE.
 GF0686'
 GF0686'R.M. NO. 3 IS NORTHWEST OF THE STATION, IN THE NORTHWEST
 GF0686'CORNER OF THE NORTH STEP OF THE EAST ENTRANCE TO THE VOR.
 GF0686'THE DISK IS SET IN A DRILL HOLE FLUSH WITH THE STEP AND
 GF0686'THE DISK IS STAMPED BAXTER NO 3 1953.
 GF0686'
 GF0686'THE AZIMUTH MARK IS 26 FEET SOUTH OF ROAD LEADING TO THE
 GF0686'VOR AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 GF0686'
 GF0686'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0686'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2111 ***********************************************************************
 FF2111  DESIGNATION -  BAY
 FF2111  PID         -  FF2111
 FF2111  STATE/COUNTY-  AR/CRAIGHEAD
 FF2111  USGS QUAD   -  TRUMANN (1983)
 FF2111
 FF2111                         *CURRENT SURVEY CONTROL
 FF2111  ___________________________________________________________________
 FF2111* NAD 83(1997)-  35 44 46.79134(N)    090 30 35.03510(W)     ADJUSTED  
 FF2111* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 FF2111  ___________________________________________________________________
 FF2111  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FF2111  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FF2111
 FF2111  HORZ ORDER  -  FIRST
 FF2111
 FF2111.The horizontal coordinates were established by classical geodetic methods
 FF2111.and adjusted by the National Geodetic Survey in September 1999..
 FF2111
 FF2111.The orthometric height was scaled from a topographic map.
 FF2111
 FF2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2111
 FF2111.The geoid height was determined by GEOID03.
 FF2111
 FF2111;                    North         East     Units Scale Factor Converg.
 FF2111;SPC AR N     -   157,780.749   534,783.814   MT  0.99993992   +0 52 01.9
 FF2111;SPC AR N     -   517,652.34  1,754,536.56   sFT  0.99993992   +0 52 01.9
 FF2111;UTM  15      - 3,958,673.305   725,181.210   MT  1.00022488   +1 27 19.5
 FF2111
 FF2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2111!SPC AR N     -   0.99999370  x   0.99993992  =   0.99993362
 FF2111!UTM  15      -   0.99999370  x   1.00022488  =   1.00021858
 FF2111
 FF2111:                Primary Azimuth Mark                     Grid Az
 FF2111:SPC AR N     -  LAKE CITY MUNICIPAL TANK                 039 55 48.2
 FF2111:UTM  15      -  LAKE CITY MUNICIPAL TANK                 039 20 30.6
 FF2111
 FF2111|---------------------------------------------------------------------|
 FF2111| PID    Reference Object                     Distance      Geod. Az  |
 FF2111|                                                           dddmmss.s |
 FF2111| FF1931 LAKE CITY MUNICIPAL TANK            APPROX.10.5 KM 0404750.1 |
 FF2111| FF2211 BAY RM 1                             56.364 METERS 05516     |
 FF2111| FF2213 BAY AZ MK                                          1763450.7 |
 FF2111| FF2113 TRUMANN FEDERAL COMPRESS W TK       APPROX. 8.0 KM 1773604.0 |
 FF2111| FF2114 TRUMANN POINSETT LUMBER CO STK      APPROX. 8.1 KM 1802525.8 |
 FF2111| FF2112 OAKS                                APPROX.11.6 KM 1835520.5 |
 FF2111| FF2212 BAY RM 2                             43.211 METERS 32509     |
 FF2111|---------------------------------------------------------------------|
 FF2111
 FF2111                          SUPERSEDED SURVEY CONTROL
 FF2111
 FF2111  NAD 83(1997)-  35 44 46.79737(N)    090 30 35.03411(W) AD(       ) 1
 FF2111  NAD 83(1986)-  35 44 46.80325(N)    090 30 35.03502(W) AD(       ) 1
 FF2111  NAD 27      -  35 44 46.52710(N)    090 30 34.65140(W) AD(       ) 1
 FF2111
 FF2111.Superseded values are not recommended for survey control.
 FF2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2111.See file dsdata.txt to determine how the superseded data were derived.
 FF2111
 FF2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2518158673(NAD 83)
 FF2111_MARKER: DS = TRIANGULATION STATION DISK
 FF2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2111
 FF2111  HISTORY     - Date     Condition        Report By
 FF2111  HISTORY     - 1954     MONUMENTED       CGS
 FF2111  HISTORY     - 1975     GOOD             USGS
 FF2111  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FF2111
 FF2111                          STATION DESCRIPTION
 FF2111
 FF2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2111'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF JONESBORO,
 FF2111'ABOUT 3 MILES SOUTHWEST OF LUNSFORD, ABOUT 3 MILES EAST OF BAY,
 FF2111'137 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 61 FEET NORTH
 FF2111'OF A TREE WITH A TRIANGLE BLAZE AND 17 FEET WEST OF A NORTH-SOUTH
 FF2111'FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED BAY 1954.
 FF2111'
 FF2111'REFERENCE MARK NO. 1 IS 61 FEET WEST OF THE CENTER OF A GRADED
 FF2111'ROAD, 27 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 6
 FF2111'INCHES SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES
 FF2111'AND IS STAMPED BAY NO 1 1954.
 FF2111'
 FF2111'REFERENCE MARK NO. 2 IS 26 FEET WEST OF A POWER LINE POLE,
 FF2111'25 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 6 INCHES
 FF2111'SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES AND IS
 FF2111'STAMPED BAY NO 2 1954.
 FF2111'
 FF2111'THE AZIMUTH MARK IS 35 FEET NORTHEAST OF THE NORTHEAST CORNER
 FF2111'OF A HOUSE, 27 FEET WEST OF THE CENTER OF A GRADED ROAD, 11 FEET
 FF2111'WEST OF A FENCE CORNER AND 2 FEET WEST OF A WITNESS POST.
 FF2111'IT PROJECTS 2 INCHES AND IS STAMPED BAY 1954.
 FF2111'
 FF2111'TO REACH THE STATION FROM THE POST OFFICE IN BAY GO SOUTH
 FF2111'FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND FOLLOW MAIN
 FF2111'TRAVELED ROAD EASTERLY FOR 2.9 MILES TO THE STATION AND
 FF2111'REFERENCE MARKS ON THE RIGHT AS DESCRIBED.
 FF2111'
 FF2111'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON
 FF2111'THE GRAVELED ROAD FOR ABOUT 75 YARDS TO A T ROAD JUNCTION,
 FF2111'TURN RIGHT AND GO SOUTH ON THE GRADED ROAD FOR 0.5 MILE TO
 FF2111'THE AZIMUTH MARK ON THE RIGHT NEAR A WHITE HOUSE.
 FF2111'
 FF2111'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF2111
 FF2111                          STATION RECOVERY (1975)
 FF2111
 FF2111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF2111'ALL MKS. FOUND IN GOOD CONDITION EXCEPT AZ. MK., WHICH WAS NOT
 FF2111'FOUND.
 FF2111
 FF2111                          STATION RECOVERY (1988)
 FF2111
 FF2111'RECOVERY NOTE BY US POWER SQUADRON 1988 (CW)
 FF2111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1397 ***********************************************************************
 DL1397  DESIGNATION -  BAYOU
 DL1397  PID         -  DL1397
 DL1397  STATE/COUNTY-  AR/CALHOUN
 DL1397  USGS QUAD   -  EAGLE MILLS (1985)
 DL1397
 DL1397                         *CURRENT SURVEY CONTROL
 DL1397  ___________________________________________________________________
 DL1397* NAD 83(1997)-  33 38 56.89446(N)    092 38 45.70045(W)     ADJUSTED  
 DL1397* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 DL1397  ___________________________________________________________________
 DL1397  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DL1397  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DL1397
 DL1397  HORZ ORDER  -  FIRST
 DL1397
 DL1397.The horizontal coordinates were established by classical geodetic methods
 DL1397.and adjusted by the National Geodetic Survey in September 1999..
 DL1397
 DL1397.The orthometric height was scaled from a topographic map.
 DL1397
 DL1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1397
 DL1397.The geoid height was determined by GEOID03.
 DL1397
 DL1397;                    North         East     Units Scale Factor Converg.
 DL1397;SPC AR S     -   509,157.311   340,076.526   MT  0.99994094   -0 21 41.7
 DL1397;SPC AR S     - 1,670,460.28  1,115,734.40   sFT  0.99994094   -0 21 41.7
 DL1397;UTM  15      - 3,723,310.312   532,822.420   MT  0.99961328   +0 11 46.1
 DL1397
 DL1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1397!SPC AR S     -   0.99999485  x   0.99994094  =   0.99993579
 DL1397!UTM  15      -   0.99999485  x   0.99961328  =   0.99960813
 DL1397
 DL1397:                Primary Azimuth Mark                     Grid Az
 DL1397:SPC AR S     -  BEARDEN MUNICIPAL TANK                   018 04 56.0
 DL1397:UTM  15      -  BEARDEN MUNICIPAL TANK                   017 31 28.2
 DL1397
 DL1397|---------------------------------------------------------------------|
 DL1397| PID    Reference Object                     Distance      Geod. Az  |
 DL1397|                                                           dddmmss.s |
 DL1397| DL1388 BEARDEN MUNICIPAL TANK              APPROX. 8.9 KM 0174314.3 |
 DL1397| CY5236 BAYOU RM 1                           30.428 METERS 02243     |
 DL1397| CY5235 BAYOU AZ MK                                        0293836.6 |
 DL1397| CY5237 BAYOU RM 2                           28.139 METERS 10957     |
 DL1397| DL1398 NAVAL ORDNANCE DEPOT TANK 115       APPROX. 1.1 KM 1560803.5 |
 DL1397| DL1392 LOCUST BAYOU LOT 3 4 AFC            APPROX.10.1 KM 1861430.7 |
 DL1397| DL1394 NAVAL ORDNANCE DEPOT TANK 114       APPROX. 5.2 KM 2200002.5 |
 DL1397| DL1399 NAVAL ORDNANCE DEPOT TANK 116       APPROX. 6.6 KM 2553512.4 |
 DL1397| DL1396 NAVAL ORDNANCE DEPOT TANK 117       APPROX. 3.0 KM 2775718.5 |
 DL1397| DL1385 HOLLY SPRINGS LOOKOUT TWR AFC       APPROX.15.5 KM 3362048.9 |
 DL1397|---------------------------------------------------------------------|
 DL1397
 DL1397                          SUPERSEDED SURVEY CONTROL
 DL1397
 DL1397  NAD 83(1997)-  33 38 56.90356(N)    092 38 45.69287(W) AD(       ) 1
 DL1397  NAD 83(1986)-  33 38 56.90570(N)    092 38 45.69314(W) AD(       ) 1
 DL1397  NAD 27      -  33 38 56.50800(N)    092 38 45.12100(W) AD(       ) 1
 DL1397
 DL1397.Superseded values are not recommended for survey control.
 DL1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1397.See file dsdata.txt to determine how the superseded data were derived.
 DL1397
 DL1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3282223310(NAD 83)
 DL1397_MARKER: DS = TRIANGULATION STATION DISK
 DL1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1397
 DL1397  HISTORY     - Date     Condition        Report By
 DL1397  HISTORY     - 1942     MONUMENTED       CGS
 DL1397  HISTORY     - 1952     GOOD             CGS
 DL1397  HISTORY     - 1964     GOOD             CGS
 DL1397  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL1397
 DL1397                          STATION DESCRIPTION
 DL1397
 DL1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1397'STATION IS BETWEEN TWO BAYOU AND DOGWOOD CREEKS ABOUT 5.5
 DL1397'MILES SE OF BEARDEN IN THE SW 1/4 OF SEC. 28, T. 12 S, R. 15 W.
 DL1397'IT IS 50 FEET S OF THE CENTER LINE OF A GRAVEL ROAD, 200
 DL1397'FEET S OF A FARMHOUSE, 5.5 FEET SW OF A WHITE REFERENCE
 DL1397'POST AND 45 FEET W OF A NARROW WOODS ROAD.  MARK IS STAMPED BAYOU
 DL1397'1942 AND PROJECTS 8 INCHES.
 DL1397'
 DL1397'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1397'BRONZE DISKS SET IN CONCRETE.
 DL1397'
 DL1397'REFERENCE MARK NO. 1 IS 28 FEET S OF THE CENTER LINE OF A
 DL1397'GRAVEL ROAD AND 39 FEET E OF A NARROW WOODS ROAD.  MARK IS
 DL1397'STAMPED BAYOU NO. 1 1942 AND PROJECTS 6 INCHES.
 DL1397'
 DL1397'REFERENCE MARK NO. 2 IS 15 FEET E OF THE NARROW WOODS ROAD.
 DL1397'MARK IS STAMPED BAYOU NO. 2 1942 AND PROJECTS 6 INCHES.
 DL1397'
 DL1397'AZIMUTH MARK IS 1 FOOT NW OF A FENCE, 23 FEET SE OF A GRAVEL
 DL1397'ROAD, 110 FEET N OF A SMALL WHITE FARMHOUSE AND 6 FEET SW OF A
 DL1397'WHITE REFERENCE POST.  MARK IS STAMPED BAYOU 1942 AND PROJECTS
 DL1397'8 INCHES.
 DL1397'
 DL1397'TO REACH THE STATION FROM THE STOP-LIGHT IN BEARDEN GO W ON
 DL1397'U.S. HIGHWAY 167 FOR 2.4 MILES TO A POINT WHERE A HIGH LINE
 DL1397'CROSSES THE HIGHWAY, TURN LEFT ON A GRAVEL ROAD FOR 1.8 MILES
 DL1397'TO A FORKS, TAKE LEFT FORK (S) FOR 1.5 MILES TO A BRIDGE ACROSS
 DL1397'BAYOU CREEK, CONTINUE (S) ON GRAVEL ROAD FOR 1.2 MILE TO THE
 DL1397'AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD FOR 0.4 MILE TO THE
 DL1397'STATION ON THE LEFT.
 DL1397'
 DL1397'A 116-FOOT SIGNAL AT MOLLETTE IS VISIBLE AT 77 FEET.
 DL1397'
 DL1397'A 103-FOOT SIGNAL AT AMY IS VISIBLE AT 64 FEET.
 DL1397'
 DL1397'A 116-FOOT SIGNAL AT HOLLY IS VISIBLE AT 64 FEET.
 DL1397'
 DL1397'A 116-FOOT SIGNAL AT BUCKSNORT IS VISIBLE AT 77 FEET.
 DL1397'
 DL1397'A 116-FOOT SIGNAL AT BUD IS VISIBLE AT 77 FEET.
 DL1397
 DL1397                          STATION RECOVERY (1952)
 DL1397
 DL1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1397'THE STATION, AZIMUTH MARK AND THE REFERENCE MARKS WERE RECOVERED
 DL1397'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 DL1397'
 DL1397'THE STATION IS IN SOUTHWEST 1/4 SECTION 28, T 12 S, R 15 W,
 DL1397'ON THE GROUNDS OF THE U.S. NAVAL ORDNANCE DEPOT, SHUMAKER
 DL1397'ARKANSAS, 0.2 MILE SOUTH OF BUILDING 3-SH-17, 0.25 MILE NORTH
 DL1397'OF A PAVED ROAD, 48 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 DL1397'ROAD, 14 FEET NORTH OF A 12-INCH PINE TREE AND 5 FEET SOUTHEAST
 DL1397'OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1397'
 DL1397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 DL1397'AND STATE HIGHWAYS 24 AND 7 IN CAMDEN, GO EAST-NORTHEAST
 DL1397'ON HIGHWAY 79 FOR 4.0 MILES TO STATE HIGHWAY 4 ON THE RIGHT,
 DL1397'BEAR RIGHT AND GO EASTERLY ON HIGHWAY 4 FOR 1.0 MILE TO
 DL1397'Y-JUNCTION AND THE ENTRANCE TO THE ORDNANCE DEPOT, BEAR LEFT
 DL1397'AND GO EASTERLY 2.6 MILES TO A GATE, (PASSES ARE OBTAINED HERE)
 DL1397'PASS THROUGH THE GATE AND GO NORTH ABOUT 100 YARDS TO A PAVED
 DL1397'ROAD RIGHT, TURN RIGHT AND GO EASTERLY FOR 0.4 MILE TO A PAVED
 DL1397'ROAD LEFT AT A SIGN SAWYER ROAD, TURN LEFT AND GO NORTH AND
 DL1397'NORTHEAST ON SAWYER ROAD FOR 1.65 MILE TO A CROSS ROAD AT
 DL1397'A POWERLINE AND A RAILROAD CROSSING, CONTINUE EASTERLY ON
 DL1397'SAWYER ROAD 2.85 MILE TO AN OVERHEAD PIPE LINE AT A CROSS
 DL1397'ROAD, CONTINUE EASTERLY 0.2 MILE TO A PAVED ROAD RIGHT, JUST
 DL1397'AFTER CROSSING SECOND RAILROAD TRACKS, TURN RIGHT AND GO
 DL1397'SOUTHERLY FOR 0.9 MILE TO A DIRT ROAD ON THE LEFT, TURN
 DL1397'LEFT AND GO EAST ABOUT 100 FEET TO A GRAVELED ROAD LEFT, TURN
 DL1397'LEFT AND GO NORTH 0.1 MILE TO A GRAVELED ROAD RIGHT,
 DL1397'TURN RIGHT, GO EASTERLY 0.2 MILE TO THE STATION ON THE RIGHT.
 DL1397'
 DL1397'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY
 DL1397'0.2 MILE, TURN LEFT AND GO SOUTH 0.1 MILE, TURN RIGHT, WEST
 DL1397'100 FEET TO A PAVED ROAD, TURN RIGHT AND GO NORTHERLY ON THE
 DL1397'PAVED ROAD 0.9 MILE TO A CROSS ROAD AND A RAILROAD CROSSING
 DL1397'ON THE LEFT, TURN RIGHT AND GO NORTHEASTERLY 1.0 MILE TO A
 DL1397'SENTRY HOUSE ON THE RIGHT AT A T-JUNCTION, TURN RIGHT AND GO
 DL1397'SOUTHEASTERLY 0.5 MILE TO BUILDING 3-SH-17 AND A GRAVELED
 DL1397'ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST 0.2 MILE TO THE
 DL1397'MARK ON THE RIGHT.
 DL1397'
 DL1397'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1397'BAYOU 1942.
 DL1397'
 DL1397'REFERENCE MARK 1 IS 22 FEET SOUTHEAST OF THE CENTER OF THE
 DL1397'GRAVELED ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 DL1397'STAMPED BAYOU 1942 NO 1.
 DL1397'
 DL1397'REFERENCE MARK 2 IS 94 FEET EAST OF THE WITNESS POST.  THE
 DL1397'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BAYOU 1942
 DL1397'NO 2.
 DL1397'
 DL1397'THE AZIMUTH MARK IS 23 FEET EAST OF THE CENTER OF A GRAVELED
 DL1397'ROAD AND 4 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1397'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BAYOU
 DL1397'1942.
 DL1397'
 DL1397'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1397
 DL1397                          STATION RECOVERY (1964)
 DL1397
 DL1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1397'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1397'THE U.S. NAVAL ORDNANCE DEPOT HAS BEEN ABANDONED BY THE
 DL1397'GOVERNMENT AND THE LAND AND BUILDINGS SOLD TO PRIVATE FIRMS.
 DL1397'THE LAND ON WHICH THE STATION IS LOCATED IS OWNED BY BROWN
 DL1397'ENGINEERING CO.
 DL1397'
 DL1397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 DL1397'STATE HIGHWAY 4, ABOUT 4 MILES EAST OF CAMDEN, GO EAST ON
 DL1397'STATE HIGHWAY 4 FOR 0.8 MILE TO FORKS, TAKE LEFT FORK STRAIGHT
 DL1397'AHEAD FOR 2.6 MILES TO OLD ENTRANCE GATE, PASS THROUGH GATE
 DL1397'THEN TURN RIGHT FOR 0.4 MILE TO A SURFACED ROAD ON LEFT, TURN
 DL1397'LEFT AND FOLLOW SAWYER ROAD FOR 1.55 MILES TO CROSSROADS
 DL1397'AND RAILROAD CROSSING, CONTINUE ON SAWYER ROAD FOR 3.15 MILES
 DL1397'TO A T-INTERSECTION, TURN RIGHT FOR 0.6 MILE TO BUILDING 3
 DL1397'SH 7 ON LEFT AND A SIDE ROAD RIGHT, TURN RIGHT AND GO
 DL1397'SOUTHWEST FOR 0.15 MILE TO STATION ON LEFT.
 DL1397'
 DL1397'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST FOR
 DL1397'0.15 MILE, TURN LEFT AND GO NORTH FOR 0.2 MILE, TURN RIGHT
 DL1397'AND GO EAST PAST SOUTH END OF BUILDING 3 SH 4 FOR 0.2 MILE
 DL1397'TO A REVERSE FORK ON RIGHT, TURN SHARP RIGHT AND GO SOUTHWEST
 DL1397'FOR 150 YARDS TO THE MARK ON THE LEFT.  IT IS ON EDGE OF
 DL1397'ROAD BANK ABOUT 23 FEET EAST OF CENTERLINE OF ABANDONED ROAD.
 DL1397'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION
 DL1397'DUE TO BUILDING ON LINE.
 DL1397
 DL1397                          STATION RECOVERY (1973)
 DL1397
 DL1397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JGC)
 DL1397'LOCATED BUILDING 3 SH 7 AND GRAVEL RD. TO RIGHT, AS IN
 DL1397'DESCRIPTION, BUT SEARCH OF AREA AS INDICATED COULD NOT RECOVER
 DL1397'SURFACE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0795 ***********************************************************************
 DL0795  DESIGNATION -  BC
 DL0795  PID         -  DL0795
 DL0795  STATE/COUNTY-  AR/LAFAYETTE
 DL0795  USGS QUAD   -  BRADLEY (1978)
 DL0795
 DL0795                         *CURRENT SURVEY CONTROL
 DL0795  ___________________________________________________________________
 DL0795* NAD 83(1986)-  33 02 55.     (N)    093 40 01.     (W)     SCALED    
 DL0795* NAVD 88     -        76.006  (meters)     249.36   (feet)  ADJUSTED  
 DL0795  ___________________________________________________________________
 DL0795  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL0795  DYNAMIC HT  -          75.923 (meters)     249.09  (feet)  COMP
 DL0795  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 DL0795
 DL0795  VERT ORDER  -  FIRST     CLASS II
 DL0795
 DL0795.The horizontal coordinates were scaled from a topographic map and have
 DL0795.an estimated accuracy of +/- 6 seconds.
 DL0795
 DL0795.The orthometric height was determined by differential leveling
 DL0795.and adjusted by the National Geodetic Survey in June 1991..
 DL0795
 DL0795.The geoid height was determined by GEOID03.
 DL0795
 DL0795.The dynamic height is computed by dividing the NAVD 88
 DL0795.geopotential number by the normal gravity value computed on the
 DL0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0795.degrees latitude (g = 980.6199 gals.).
 DL0795
 DL0795.The modeled gravity was interpolated from observed gravity values.
 DL0795
 DL0795;                    North         East    Units  Estimated Accuracy
 DL0795;SPC AR S     -   443,630.      244,300.      MT  (+/- 180 meters Scaled)
 DL0795
 DL0795                          SUPERSEDED SURVEY CONTROL
 DL0795
 DL0795  NGVD 29 (??/??/92)   76.066  (m)          249.56   (f) ADJ UNCH    1 2
 DL0795
 DL0795.Superseded values are not recommended for survey control.
 DL0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0795.See file dsdata.txt to determine how the superseded data were derived.
 DL0795
 DL0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS377568(NAD 83)
 DL0795_MARKER: N = NAIL
 DL0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0795_SP_SET: PINE TREE
 DL0795_STAMPING: BC
 DL0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0795
 DL0795  HISTORY     - Date     Condition        Report By
 DL0795  HISTORY     - UNK      MONUMENTED       CGS
 DL0795  HISTORY     - 1960     GOOD             NGS
 DL0795
 DL0795                          STATION DESCRIPTION
 DL0795
 DL0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0795'3.5 MI S FROM BRADLEY.
 DL0795'3.5 MILES SOUTH OF BRADLEY, 120 FEET SOUTHEAST AND ACROSS STATE
 DL0795'HIGHWAY 29 FROM BM F 199, 32 FEET SOUTH OF THE CENTER LINE OF A
 DL0795'PRIVATE DRIVEWAY, IN THE NORTHEAST ROOT OF A 24-INCH PINE TREE, A
 DL0795'COPPER NAIL AND WASHER STAMPED BC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0729 ***********************************************************************
 DL0729  DESIGNATION -  BE
 DL0729  PID         -  DL0729
 DL0729  STATE/COUNTY-  AR/LAFAYETTE
 DL0729  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0729
 DL0729                         *CURRENT SURVEY CONTROL
 DL0729  ___________________________________________________________________
 DL0729* NAD 83(1986)-  33 08 24.     (N)    093 45 35.     (W)     SCALED    
 DL0729* NAVD 88     -        65.269  (meters)     214.14   (feet)  ADJUSTED  
 DL0729  ___________________________________________________________________
 DL0729  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DL0729  DYNAMIC HT  -          65.198 (meters)     213.90  (feet)  COMP
 DL0729  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DL0729
 DL0729  VERT ORDER  -  FIRST     CLASS II
 DL0729
 DL0729.The horizontal coordinates were scaled from a topographic map and have
 DL0729.an estimated accuracy of +/- 6 seconds.
 DL0729
 DL0729.The orthometric height was determined by differential leveling
 DL0729.and adjusted by the National Geodetic Survey in June 1991..
 DL0729
 DL0729.The geoid height was determined by GEOID03.
 DL0729
 DL0729.The dynamic height is computed by dividing the NAVD 88
 DL0729.geopotential number by the normal gravity value computed on the
 DL0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0729.degrees latitude (g = 980.6199 gals.).
 DL0729
 DL0729.The modeled gravity was interpolated from observed gravity values.
 DL0729
 DL0729;                    North         East    Units  Estimated Accuracy
 DL0729;SPC AR S     -   453,910.      235,810.      MT  (+/- 180 meters Scaled)
 DL0729
 DL0729                          SUPERSEDED SURVEY CONTROL
 DL0729
 DL0729  NGVD 29 (??/??/92)   65.329  (m)          214.33   (f) ADJ UNCH    1 2
 DL0729
 DL0729.Superseded values are not recommended for survey control.
 DL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0729.See file dsdata.txt to determine how the superseded data were derived.
 DL0729
 DL0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS291670(NAD 83)
 DL0729_MARKER: N = NAIL
 DL0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0729_SP_SET: COTTONWOOD TREE
 DL0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0729
 DL0729  HISTORY     - Date     Condition        Report By
 DL0729  HISTORY     - UNK      MONUMENTED       USE
 DL0729  HISTORY     - 1960     GOOD             NGS
 DL0729
 DL0729                          STATION DESCRIPTION
 DL0729
 DL0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0729'9.05 MI W FROM BRADLEY.
 DL0729'A COPPER NAIL AND WASHER STAMPED BE AND SET IN THE TOP OF THE NORTH
 DL0729'ROOT OF A 30-INCH COTTONWOOD TREE, 26 FEET EAST OF THE CENTER LINE OF
 DL0729'THE ROAD AND 12.5 FEET NORTHWEST OF PBM MURPHY 2 (USE) CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1540 ***********************************************************************
 DL1540  DESIGNATION -  BEACON
 DL1540  PID         -  DL1540
 DL1540  STATE/COUNTY-  AR/MILLER
 DL1540  USGS QUAD   -  FOUKE SE (1975)
 DL1540
 DL1540                         *CURRENT SURVEY CONTROL
 DL1540  ___________________________________________________________________
 DL1540* NAD 83(1997)-  33 20 54.97151(N)    093 47 31.84203(W)     ADJUSTED  
 DL1540* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 DL1540  ___________________________________________________________________
 DL1540  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DL1540  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1540
 DL1540  HORZ ORDER  -  SECOND
 DL1540
 DL1540.The horizontal coordinates were established by classical geodetic methods
 DL1540.and adjusted by the National Geodetic Survey in September 1999..
 DL1540
 DL1540.The orthometric height was scaled from a topographic map.
 DL1540
 DL1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1540
 DL1540.The geoid height was determined by GEOID03.
 DL1540
 DL1540;                    North         East     Units Scale Factor Converg.
 DL1540;SPC AR S     -   477,096.426   233,187.172   MT  0.99998958   -1 00 11.0
 DL1540;SPC AR S     - 1,565,273.86    765,048.25   sFT  0.99998958   -1 00 11.0
 DL1540;UTM  15      - 3,690,214.345   426,289.448   MT  0.99966699   -0 26 07.8
 DL1540
 DL1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1540!SPC AR S     -   0.99998662  x   0.99998958  =   0.99997620
 DL1540!UTM  15      -   0.99998662  x   0.99966699  =   0.99965362
 DL1540
 DL1540:                Primary Azimuth Mark                     Grid Az
 DL1540:SPC AR S     -  GARLAND                                  080 46 09.8
 DL1540:UTM  15      -  GARLAND                                  080 12 06.6
 DL1540
 DL1540|---------------------------------------------------------------------|
 DL1540| PID    Reference Object                     Distance      Geod. Az  |
 DL1540|                                                           dddmmss.s |
 DL1540| DL1507 GARLAND                             APPROX. 7.2 KM 0794558.8 |
 DL1540| CX4985 BEACON RM 1                          24.638 METERS 08311     |
 DL1540| CX4986 BEACON RM 2                          24.582 METERS 25530     |
 DL1540|---------------------------------------------------------------------|
 DL1540
 DL1540                          SUPERSEDED SURVEY CONTROL
 DL1540
 DL1540  NAD 83(1997)-  33 20 54.97724(N)    093 47 31.83554(W) AD(       ) 2
 DL1540  NAD 83(1997)-  33 20 54.97740(N)    093 47 31.83471(W) AD(       ) 2
 DL1540  NAD 83(1986)-  33 20 54.98171(N)    093 47 31.82995(W) AD(       ) 2
 DL1540  NAD 27      -  33 20 54.52700(N)    093 47 31.18500(W) AD(       ) 2
 DL1540
 DL1540.Superseded values are not recommended for survey control.
 DL1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1540.See file dsdata.txt to determine how the superseded data were derived.
 DL1540
 DL1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2628990214(NAD 83)
 DL1540_MARKER: DS = TRIANGULATION STATION DISK
 DL1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1540
 DL1540  HISTORY     - Date     Condition        Report By
 DL1540  HISTORY     - 1951     MONUMENTED       CGS
 DL1540  HISTORY     - 1963     GOOD             CGS
 DL1540
 DL1540                          STATION DESCRIPTION
 DL1540
 DL1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1540'THE STATION IS LOCATED ABOUT 5 MILES WEST AND 1/2 MILE SOUTH
 DL1540'OF GARLAND, ON THE RIGHT-OF-WAY OF A COUNTY ROAD.  IT IS
 DL1540'30 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 9 FEET
 DL1540'SOUTH OF A FENCE.
 DL1540'
 DL1540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DL1540'82 AND STATE HIGHWAY 134 IN GARLAND, GO SOUTH ON A GRAVELED
 DL1540'ROAD 0.4 MILE TO A FORK.  BEAR RIGHT AND GO WESTERLY FOR
 DL1540'2.3 MILES TO A FORK.  BEAR RIGHT, AND CONTINUE WESTERLY
 DL1540'TO A STEEL BRIDGE.  CROSS THE BRIDGE AND CONTINUE WESTERLY
 DL1540'0.85 MILE TO THE STATION ON THE RIGHT.
 DL1540'
 DL1540'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1540'
 DL1540'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DL1540'BEACON 1951.
 DL1540'
 DL1540'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF THE
 DL1540'GRAVELED ROAD, AND 9 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 DL1540'6 INCHES AND THE DISK IS STAMPED BEACON NO. 1 1951.
 DL1540'
 DL1540'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE CENTER OF THE
 DL1540'ROAD, AND 21 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS
 DL1540'6 INCHES AND THE DISK IS STAMPED BEACON NO. 2 1951.
 DL1540'
 DL1540'ALL THE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DL1540'CONCRETE CYLINDERS.
 DL1540'
 DL1540'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1540
 DL1540                          STATION RECOVERY (1963)
 DL1540
 DL1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1540'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1540'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 DL1540'IS ACCURATE WITH THE EXCEPTION THAT THE STEEL BRIDGE MENTIONED
 DL1540'IN THE DESCRIPTION HAS BEEN REPLACED BY A WOODEN BRIDGE
 DL1540'WITHOUT BANNISTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1930 ***********************************************************************
 EJ1930  DESIGNATION -  BEAR
 EJ1930  PID         -  EJ1930
 EJ1930  STATE/COUNTY-  AR/GARLAND
 EJ1930  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1930
 EJ1930                         *CURRENT SURVEY CONTROL
 EJ1930  ___________________________________________________________________
 EJ1930* NAD 83(1997)-  34 33 14.45722(N)    093 17 12.02533(W)     ADJUSTED  
 EJ1930* NAVD 88     -       416.3    (meters)    1366.     (feet)  VERTCON   
 EJ1930  ___________________________________________________________________
 EJ1930  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 EJ1930  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 EJ1930
 EJ1930  HORZ ORDER  -  SECOND
 EJ1930
 EJ1930.The horizontal coordinates were established by classical geodetic methods
 EJ1930.and adjusted by the National Geodetic Survey in September 1999..
 EJ1930
 EJ1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1930
 EJ1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1930
 EJ1930.The geoid height was determined by GEOID03.
 EJ1930
 EJ1930;                    North         East     Units Scale Factor Converg.
 EJ1930;SPC AR S     -   610,076.209   281,916.074   MT  0.99995949   -0 43 12.5
 EJ1930;SPC AR S     - 2,001,558.36    924,919.65   sFT  0.99995949   -0 43 12.5
 EJ1930;UTM  15      - 3,823,624.258   473,699.370   MT  0.99960853   -0 09 45.4
 EJ1930
 EJ1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1930!SPC AR S     -   0.99993903  x   0.99995949  =   0.99989852
 EJ1930!UTM  15      -   0.99993903  x   0.99960853  =   0.99954758
 EJ1930
 EJ1930|---------------------------------------------------------------------|
 EJ1930| PID    Reference Object                     Distance      Geod. Az  |
 EJ1930|                                                           dddmmss.s |
 EJ1930| CX4991 BEAR RM 1                             5.458 METERS 12351     |
 EJ1930| CX4990 BEAR AZ MK                                         1523524.3 |
 EJ1930| CX4992 BEAR RM 2                             7.569 METERS 23450     |
 EJ1930|---------------------------------------------------------------------|
 EJ1930
 EJ1930                          SUPERSEDED SURVEY CONTROL
 EJ1930
 EJ1930  NAD 83(1997)-  34 33 14.46758(N)    093 17 12.01818(W) AD(       ) 2
 EJ1930  NAD 83(1986)-  34 33 14.46800(N)    093 17 12.01797(W) AD(       ) 2
 EJ1930  NAD 27      -  34 33 14.14380(N)    093 17 11.33650(W) AD(       ) 2
 EJ1930  NGVD 29 (07/19/86)  416.3    (m)         1366.     (f) VERT ANG       
 EJ1930
 EJ1930.Superseded values are not recommended for survey control.
 EJ1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1930.See file dsdata.txt to determine how the superseded data were derived.
 EJ1930
 EJ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7369923624(NAD 83)
 EJ1930_MARKER: DS = TRIANGULATION STATION DISK
 EJ1930_SETTING: 80 = SET IN A BOULDER
 EJ1930_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ1930
 EJ1930  HISTORY     - Date     Condition        Report By
 EJ1930  HISTORY     - 1956     MONUMENTED       CGS
 EJ1930
 EJ1930                          STATION DESCRIPTION
 EJ1930
 EJ1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1930'THE STATION IS IN THE OUACHITA NATIONAL FOREST ON THE SUMMIT
 EJ1930'OF BEAR MOUNTAIN, ABOUT 13-1/2 MILES WEST-NORTHWEST OF HOT
 EJ1930'SPRINGS, 3-3/4 MILES NORTHEAST OF CRYSTAL SPRINGS AND 1-1/2
 EJ1930'MILES NORTHWEST OF THE SMALL VILLAGE OF BEAR.
 EJ1930'
 EJ1930'TO REACH FROM THE POST OFFICE IN ROYAL, GO WEST ON U.S.
 EJ1930'HIGHWAY 270 FOR 0.65 MILE TO A T-ROAD RIGHT AT SIGNS LAKE
 EJ1930'OUACHITA-BLAKELY MT.  RESERVOIR.  TURN RIGHT, NORTH, FOR
 EJ1930'2.05 MILES TO A FORK, KEEP RIGHT FORK, NORTH FOR 0.1 MILE
 EJ1930'TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE ROAD.
 EJ1930'CONTINUE NORTH FOR 0.1 MILE TO A CROSSROAD JUST EAST OF THE
 EJ1930'OLD STORE IN BEAR.  CONTINUE STRAIGHT AHEAD, NORTH FOR 1.05
 EJ1930'MILES TO A T-ROAD LEFT JUST AFTER PASSING A CONCRETE DRAINAGE
 EJ1930'SLAB ACROSS THE BLADED ROAD.  TURN LEFT, WEST, ON WOODS ROAD
 EJ1930'FOR 0.85 MILE TO A BLAZED PINE TREE ON THE LEFT AND A TRACK
 EJ1930'ROAD RIGHT.  TURN RIGHT, NORTH, FOR 0.3 MILE TO THE END
 EJ1930'OF THE ROAD AND THE END OF TRUCK TRAVEL.  PACK NORTHERLY
 EJ1930'ON BLAZED TRAIL TO THE CREST OF THE RIDGE, THENCE TURN
 EJ1930'RIGHT, EAST, TO THE HIGHEST POINT OF THE MOUNTAIN AND THE
 EJ1930'STATION.  A 30-MINUTE PACK.
 EJ1930'
 EJ1930'THE STATION MARK AND REFERENCE MARKS 1 AND 2 ARE STANDARD
 EJ1930'DISKS CEMENTED IN DRILL HOLES IN LARGE BOULDERS.
 EJ1930'
 EJ1930'THE STATION MARK, STAMPED BEAR 1956, IS IN A BOULDER PROJECTING
 EJ1930'ABOUT 1-1/2 FEET.
 EJ1930'
 EJ1930'REFERENCE MARK 1, STAMPED BEAR NO 1 1956, IS IN A BOULDER
 EJ1930'PROJECTING ABOUT 2 FEET AND 1 FOOT LOWER THAN THE STATION.
 EJ1930'
 EJ1930'REFERENCE MARK 2, STAMPED BEAR NO 2 1956, IS IN A BOULDER
 EJ1930'PROJECTING ABOUT 1-1/2 FEET AND 2 FEET LOWER THAN THE STATION.
 EJ1930'
 EJ1930'THE AZIMUTH MARK, STAMPED BEAR 1956, IS A STANDARD DISK SET
 EJ1930'IN A CONCRETE CYLINDER FLUSH WITH THE GROUND.  IT IS 30 FEET
 EJ1930'EAST OF THE CENTER OF THE ROAD, 14 FEET NORTHEAST OF A POWER
 EJ1930'LINE POLE, 2 FEET WEST OF THE FENCE LINE AND 3 FEET NORTH
 EJ1930'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1389 ***********************************************************************
 DL1389  DESIGNATION -  BEARDEN
 DL1389  PID         -  DL1389
 DL1389  STATE/COUNTY-  AR/OUACHITA
 DL1389  USGS QUAD   -  BEARDEN (1985)
 DL1389
 DL1389                         *CURRENT SURVEY CONTROL
 DL1389  ___________________________________________________________________
 DL1389* NAD 83(1997)-  33 43 39.96249(N)    092 36 29.38047(W)     ADJUSTED  
 DL1389* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 DL1389  ___________________________________________________________________
 DL1389  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DL1389  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DL1389
 DL1389  HORZ ORDER  -  SECOND
 DL1389
 DL1389.The horizontal coordinates were established by classical geodetic methods
 DL1389.and adjusted by the National Geodetic Survey in September 1999..
 DL1389
 DL1389.The orthometric height was scaled from a topographic map.
 DL1389
 DL1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1389
 DL1389.The geoid height was determined by GEOID03.
 DL1389
 DL1389;                    North         East     Units Scale Factor Converg.
 DL1389;SPC AR S     -   517,856.475   343,640.681   MT  0.99993271   -0 20 25.4
 DL1389;SPC AR S     - 1,699,000.79  1,127,427.80   sFT  0.99993271   -0 20 25.4
 DL1389;UTM  15      - 3,732,040.952   536,300.593   MT  0.99961624   +0 13 03.3
 DL1389
 DL1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1389!SPC AR S     -   0.99999328  x   0.99993271  =   0.99992599
 DL1389!UTM  15      -   0.99999328  x   0.99961624  =   0.99960952
 DL1389
 DL1389|---------------------------------------------------------------------|
 DL1389| PID    Reference Object                     Distance      Geod. Az  |
 DL1389|                                                           dddmmss.s |
 DL1389| CY5246 BEARDEN RM 2                         29.454 METERS 00219     |
 DL1389| CY5244 BEARDEN AZ MK                                      0485009.1 |
 DL1389| DL1396 NAVAL ORDNANCE DEPOT TANK 117       APPROX.10.5 KM 2175427.5 |
 DL1389| CY5245 BEARDEN RM 1                         28.174 METERS 23805     |
 DL1389| DL1388 BEARDEN MUNICIPAL TANK              APPROX. 0.8 KM 2525142.2 |
 DL1389|---------------------------------------------------------------------|
 DL1389
 DL1389                          SUPERSEDED SURVEY CONTROL
 DL1389
 DL1389  NAD 83(1997)-  33 43 39.97165(N)    092 36 29.37254(W) AD(       ) 2
 DL1389  NAD 83(1986)-  33 43 39.97326(N)    092 36 29.37288(W) AD(       ) 2
 DL1389  NAD 27      -  33 43 39.58333(N)    092 36 28.80426(W) AD(       ) 2
 DL1389
 DL1389.Superseded values are not recommended for survey control.
 DL1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1389.See file dsdata.txt to determine how the superseded data were derived.
 DL1389
 DL1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3630132041(NAD 83)
 DL1389_MARKER: DS = TRIANGULATION STATION DISK
 DL1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1389
 DL1389  HISTORY     - Date     Condition        Report By
 DL1389  HISTORY     - 1964     MONUMENTED       CGS
 DL1389
 DL1389                          STATION DESCRIPTION
 DL1389
 DL1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1389'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF BEARDEN
 DL1389'ATAN ESSO SERVICE STATION, ON THE PROPERTY OF MR. HOMER JONES.
 DL1389'IT IS 101 FEET SOUTHEAST OF THE CENTERLINE OF NORTH FIRST STREET
 DL1389'(U.S. HIGHWAY 79), 94 FEET EAST-NORTHEAST OF THE SOUTHEAST
 DL1389'CORNER OF THE SERVICE STATION, 93 FEET SOUTHEAST OF A POWER
 DL1389'POLE WITH A STREET LIGHT, 57 FEET SOUTH OF A 20 INCH OAK
 DL1389'TREE, 44 FEET EAST OF A 20 INCH OAK TREE, AND 28 FEET NORTHWEST
 DL1389'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 DL1389'STAMPED BEARDEN 1964.
 DL1389'
 DL1389'TO REACH FROM INTERSECTION OF NORTH FIRST AND CEDAR STREETS
 DL1389'IN BEARDEN, GO NORTHEAST ON NORTH FIRST STREET FOR 0.45 MILE
 DL1389'TO THE STATION ON THE RIGHT.
 DL1389'
 DL1389'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 DL1389'NORTH FIRST STREET FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 DL1389'LEFT, JUST BEFORE REACHING A DRIVEWAY ON THE LEFT.
 DL1389'
 DL1389'REFERENCE MARK 1 IS 106 FEET SOUTHEAST OF THE CENTERLINE
 DL1389'OF NORTH FIRST STREET, 57 FEET SOUTHWEST OF THE 20 INCH OAK
 DL1389'TREE, AND 1 FOOT NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DL1389'SERVICE STATION.  THE MONUMENT IS FLUSH AND THE DISK IS
 DL1389'STAMPED BEARDEN NO 1 1964.
 DL1389'
 DL1389'REFERENCE MARK 2 IS 40 FEET NORTHWEST OF THE 20 INCH OAK
 DL1389'TREE, 20 FEET WEST-SOUTHWEST OF A POWER POLE WITH A STREET
 DL1389'LIGHT, 18 FEET SOUTHEAST OF THE CENTERLINE OF NORTH FIRST
 DL1389'STREET, AND 2 FEET SOUTHWEST OF A IRON ROAD SIGN NOTING A
 DL1389'CURVE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BEARDEN
 DL1389'NO 2 1964.
 DL1389'
 DL1389'THE AZIMUTH MARK IS 68 FEET SOUTHWEST OF THE CENTERLINE OF
 DL1389'A DRIVEWAY, 42 FEET NORTHWEST OF THE CENTERLINE OF NORTH
 DL1389'FIRST STREET (U.S. HIGHWAY 79), 2 FEET SOUTHWEST OF A WITNESS
 DL1389'POST, 1 FOOT SOUTHWEST OF A POWER POLE, AND 1 FOOT SOUTHEAST
 DL1389'OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 DL1389'DISK IS STAMPED BEARDEN 1964.
 DL1389'
 DL1389'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1388 ***********************************************************************
 DL1388  DESIGNATION -  BEARDEN MUNICIPAL TANK
 DL1388  PID         -  DL1388
 DL1388  STATE/COUNTY-  AR/OUACHITA
 DL1388  USGS QUAD   -  BEARDEN (1985)
 DL1388
 DL1388                         *CURRENT SURVEY CONTROL
 DL1388  ___________________________________________________________________
 DL1388* NAD 83(1997)-  33 43 31.93865(N)    092 37 00.51617(W)     ADJUSTED  
 DL1388* NAVD 88     -                                                        
 DL1388  ___________________________________________________________________
 DL1388  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DL1388  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DL1388
 DL1388  HORZ ORDER  -  THIRD
 DL1388
 DL1388.The horizontal coordinates were established by classical geodetic methods
 DL1388.and adjusted by the National Geodetic Survey in September 1999..
 DL1388
 DL1388
 DL1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1388
 DL1388.The geoid height was determined by GEOID03.
 DL1388
 DL1388;                    North         East     Units Scale Factor Converg.
 DL1388;SPC AR S     -   517,614.074   342,837.702   MT  0.99993291   -0 20 42.8
 DL1388;SPC AR S     - 1,698,205.51  1,124,793.36   sFT  0.99993291   -0 20 42.8
 DL1388;UTM  15      - 3,731,790.822   535,500.267   MT  0.99961554   +0 12 45.9
 DL1388
 DL1388                          SUPERSEDED SURVEY CONTROL
 DL1388
 DL1388  NAD 83(1997)-  33 43 31.94780(N)    092 37 00.50831(W) AD(       ) 4
 DL1388  NAD 83(1986)-  33 43 31.94942(N)    092 37 00.50881(W) AD(       ) 4
 DL1388  NAD 27      -  33 43 31.55916(N)    092 36 59.93989(W) AD(       ) 3
 DL1388
 DL1388.Superseded values are not recommended for survey control.
 DL1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1388.See file dsdata.txt to determine how the superseded data were derived.
 DL1388
 DL1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3550031791(NAD 83)
 DL1388_MARKER: 53 = ELEVATED TANK
 DL1388
 DL1388  HISTORY     - Date     Condition        Report By
 DL1388  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1388  HISTORY     - 1942     GOOD             CGS
 DL1388  HISTORY     - 1964     GOOD             CGS
 DL1388
 DL1388                          STATION DESCRIPTION
 DL1388
 DL1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1388'STATION IS THE MUNICIPAL WATER TANK LOCATED IN THE CENTRAL
 DL1388'PART OF THE TOWN OF BEARDEN.
 DL1388'
 DL1388'THE TANK IS OF ALL STEEL CONSTRUCTION, PAINTED SILVER AND IS
 DL1388'ABOUT 110 FEET HIGH.  A SILVER BALL AT THE TOP IS THE OBJECT
 DL1388'SIGHTED UPON.
 DL1388
 DL1388                          STATION RECOVERY (1942)
 DL1388
 DL1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1388'THIS INTERSECTION STATION IS THE MUNICIPAL WATER TANK, IN THE
 DL1388'CENTRAL PART OF THE TOWN OF BEARDEN.  IT IS IN THE NW CORNER
 DL1388'OF AN INTERSECTION 40 PACES W OF THE CENTER LINE OF A N-S
 DL1388'STREET AND 28 PACES N OF THE CENTER LINE OF AN E-W STREET.
 DL1388'
 DL1388'THE TANK IS OF ALL STEEL CONSTRUCTION, PAINTED SILVER AND IS
 DL1388'ABOUT 100 FEET HIGH.  A SILVER BALL AT THE TOP IS THE OBJECT
 DL1388'SIGHTED UPON.
 DL1388
 DL1388                          STATION RECOVERY (1964)
 DL1388
 DL1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1388'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DL1388'DESCRIPTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1879 ***********************************************************************
 EJ1879  DESIGNATION -  BEAVER
 EJ1879  PID         -  EJ1879
 EJ1879  STATE/COUNTY-  AR/SALINE
 EJ1879  USGS QUAD   -  CONGO (1984)
 EJ1879
 EJ1879                         *CURRENT SURVEY CONTROL
 EJ1879  ___________________________________________________________________
 EJ1879* NAD 83(1997)-  34 43 23.12178(N)    092 34 19.31192(W)     ADJUSTED  
 EJ1879* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 EJ1879  ___________________________________________________________________
 EJ1879  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 EJ1879  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ1879
 EJ1879  HORZ ORDER  -  SECOND
 EJ1879
 EJ1879.The horizontal coordinates were established by classical geodetic methods
 EJ1879.and adjusted by the National Geodetic Survey in September 1999..
 EJ1879
 EJ1879.The orthometric height was scaled from a topographic map.
 EJ1879
 EJ1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1879
 EJ1879.The geoid height was determined by GEOID03.
 EJ1879
 EJ1879;                    North         East     Units Scale Factor Converg.
 EJ1879;SPC AR S     -   628,236.010   347,605.786   MT  0.99999057   -0 19 12.6
 EJ1879;SPC AR S     - 2,061,137.64  1,140,436.65   sFT  0.99999057   -0 19 12.6
 EJ1879;UTM  15      - 3,842,418.790   539,184.107   MT  0.99961892   +0 14 37.6
 EJ1879
 EJ1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1879!SPC AR S     -   0.99997314  x   0.99999057  =   0.99996371
 EJ1879!UTM  15      -   0.99997314  x   0.99961892  =   0.99959207
 EJ1879
 EJ1879:                Primary Azimuth Mark                     Grid Az
 EJ1879:SPC AR S     -  SHINALL MTN TV STA KARK KTHV             038 18 50.5
 EJ1879:UTM  15      -  SHINALL MTN TV STA KARK KTHV             037 45 00.3
 EJ1879
 EJ1879|---------------------------------------------------------------------|
 EJ1879| PID    Reference Object                     Distance      Geod. Az  |
 EJ1879|                                                           dddmmss.s |
 EJ1879| EJ1756 SHINALL MTN TV STA KARK KTHV        APPROX.10.7 KM 0375937.9 |
 EJ1879| EJ1760 SHINALL                             APPROX.10.9 KM 0391857.5 |
 EJ1879| EJ1726 SHANNON HILLS MUNICIPAL TANK        APPROX.19.8 KM 1231542.1 |
 EJ1879| EJ1721 ALEXANDER MC RAE SANATORIUM TK      APPROX.16.3 KM 1353011.5 |
 EJ1879| EJ1727 BRYANT MUNICIPAL STANDPIPE          APPROX.15.5 KM 1505848.9 |
 EJ1879| CY5249 BEAVER RM 3                         100.615 METERS 23505     |
 EJ1879| CY5247 BEAVER RM 1                          27.450 METERS 23708     |
 EJ1879| CY5248 BEAVER RM 2                          24.999 METERS 31511     |
 EJ1879|---------------------------------------------------------------------|
 EJ1879
 EJ1879                          SUPERSEDED SURVEY CONTROL
 EJ1879
 EJ1879  NAD 83(1986)-  34 43 23.13393(N)    092 34 19.30283(W) AD(       ) 2
 EJ1879  NAD 27      -  34 43 22.80208(N)    092 34 18.72269(W) AD(       ) 2
 EJ1879
 EJ1879.Superseded values are not recommended for survey control.
 EJ1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1879.See file dsdata.txt to determine how the superseded data were derived.
 EJ1879
 EJ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3918442419(NAD 83)
 EJ1879_MARKER: DS = TRIANGULATION STATION DISK
 EJ1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1879
 EJ1879  HISTORY     - Date     Condition        Report By
 EJ1879  HISTORY     - 1964     MONUMENTED       CGS
 EJ1879  HISTORY     - 1986     GOOD             RBNF
 EJ1879
 EJ1879                          STATION DESCRIPTION
 EJ1879
 EJ1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1879'ABOUT 11 MILES NORTH OF BENTON, 2-1/2 MILES NORTH OF THE SMALL
 EJ1879'SETTLEMENT OF AVILLA, NEAR THE EAST CENTER OF SEC. 13, T-1-N,
 EJ1879'R-15-W, IN BEAVER TOWNSHIP AND ON THE PROPERTY OF MR. G.H.
 EJ1879'MARSHALL.  IT IS 58 FEET EAST OF THE CENTERLINE OF A PAVED
 EJ1879'ROAD, 13 FEET NORTH OF A 12 INCH OAK TREE WITH A TRIANGULAR
 EJ1879'BLAZE ON THE WEST SIDE AND 5 FEET SOUTHWEST OF A WITNESS POST.
 EJ1879'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BEAVER
 EJ1879'1963.
 EJ1879'
 EJ1879'TO REACH THE STATION FROM THE NORTH END OF THE CONGO ROAD
 EJ1879'OVERPASS OF INTERSTATE HIGHWAY 30 AT THE NORTHEAST EDGE
 EJ1879'OF BENTON, GO NORTH ON CONGO ROAD FOR 2.95 MILES TO A ROAD FORK,
 EJ1879'AND SALAM GROCERY STORE ON THE RIGHT.  TURN LEFT AND GO WEST
 EJ1879'FOR 0.3 MILE TO A ROAD FORK AND A SERVICE STATION ON THE
 EJ1879'RIGHT.  TAKE THE RIGHT FORK AND AND GO NORTH FOR 2.65 MILES
 EJ1879'TO A ROAD FORK IN THE SMALL SETTLEMENT OF CONGO.  TURN RIGHT
 EJ1879'AND CONTINUE NORTHERLY ON THE PAVED ROAD FOR 1.75 MILES TO A
 EJ1879'CROSSROAD IN AVILLA.  CONTINUE NORTH ON THE PAVED ROAD FOR
 EJ1879'2.35 MILES TO A CROSSROAD.  CONTINUE NORTH ON THE PAVED ROAD
 EJ1879'FOR 0.75 MILE TO THE TOP OF A SLIGHT GRADE AND THE STATION
 EJ1879'ON THE RIGHT.
 EJ1879'
 EJ1879'REFERENCE MARK 1 IS 35 FEET EAST OF THE CENTERLINE OF THE
 EJ1879'ROAD, 25 FEET SOUTHEAST OF A POWER POLE AND 18 FEET NORTHWEST
 EJ1879'OF A 6 INCH PINE TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 EJ1879'DISK IS STAMPED BEAVER NO 1 1963.
 EJ1879'
 EJ1879'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF THE
 EJ1879'ROAD AND 23 FEET SOUTH OF A 10 INCH PINE TREE.  THE MONUMENT
 EJ1879'PROJECTS 4 INCHES AND THE DISK IS STAMPED BEAVER NO 2 1963.
 EJ1879'
 EJ1879'REFERENCE MARK 3 IS 31 FEET WEST OF THE CENTERLINE OF THE
 EJ1879'ROAD, 21 FEET NORTHEAST OF A 6 INCH PINE TREE AND 1 FOOT NORTH
 EJ1879'OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 EJ1879'IS STAMPED BEAVER NO 3 1963.
 EJ1879'
 EJ1879'NOTE, THIS STATION WAS BUILT IN 1963 BUT NOT OCCUPIED UNTIL
 EJ1879'1964.
 EJ1879'
 EJ1879'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ1879
 EJ1879                          STATION RECOVERY (1986)
 EJ1879
 EJ1879'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1986 (DB)
 EJ1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2707 ***********************************************************************
 EH2707  DESIGNATION -  BECK
 EH2707  PID         -  EH2707
 EH2707  STATE/COUNTY-  AR/CRITTENDEN
 EH2707  USGS QUAD   -  HUGHES (1993)
 EH2707
 EH2707                         *CURRENT SURVEY CONTROL
 EH2707  ___________________________________________________________________
 EH2707* NAD 83(1997)-  34 55 22.52594(N)    090 23 34.76628(W)     ADJUSTED  
 EH2707* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2707  ___________________________________________________________________
 EH2707  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 EH2707  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EH2707
 EH2707  HORZ ORDER  -  SECOND
 EH2707
 EH2707.The horizontal coordinates were established by classical geodetic methods
 EH2707.and adjusted by the National Geodetic Survey in September 1999..
 EH2707
 EH2707.The orthometric height was scaled from a topographic map.
 EH2707
 EH2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2707
 EH2707.The geoid height was determined by GEOID03.
 EH2707
 EH2707;                    North         East     Units Scale Factor Converg.
 EH2707;SPC AR N     -    66,608.875   546,832.156   MT  1.00000206   +0 56 06.4
 EH2707;SPC AR N     -   218,532.62  1,794,065.17   sFT  1.00000206   +0 56 06.4
 EH2707;SPC AR S     -   651,411.585   546,838.008   MT  1.00003859   +0 53 57.9
 EH2707;SPC AR S     - 2,137,172.84  1,794,084.36   sFT  1.00003859   +0 53 57.9
 EH2707;SPC MS W     -   601,324.367   694,549.165   MT  0.99995037   -0 02 02.9
 EH2707;SPC MS W     - 1,972,845.03  2,278,700.05   sFT  0.99995037   -0 02 02.9
 EH2707;UTM  15      - 3,867,598.550   738,145.321   MT  1.00029903   +1 29 35.3
 EH2707
 EH2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2707!SPC AR N     -   0.99999452  x   1.00000206  =   0.99999658
 EH2707!SPC AR S     -   0.99999452  x   1.00003859  =   1.00003311
 EH2707!SPC MS W     -   0.99999452  x   0.99995037  =   0.99994489
 EH2707!UTM  15      -   0.99999452  x   1.00029903  =   1.00029355
 EH2707
 EH2707|---------------------------------------------------------------------|
 EH2707| PID    Reference Object                     Distance      Geod. Az  |
 EH2707|                                                           dddmmss.s |
 EH2707| CY5251 BECK RM 1                            44.573 METERS 05816     |
 EH2707| CY5250 BECK AZ MK                                         2141343.9 |
 EH2707| EH2710 HUGHES MUNICIPAL TANK               APPROX. 7.8 KM 2914803.2 |
 EH2707| EH2709 HUGHES FEDERAL COMPRESS S TANK      APPROX. 7.2 KM 3001911.1 |
 EH2707| EH2708 HUGHES FEDERAL COMPRESS N TANK      APPROX. 7.1 KM 3011424.4 |
 EH2707| CY5252 BECK RM 2                            39.962 METERS 32831     |
 EH2707|---------------------------------------------------------------------|
 EH2707
 EH2707                          SUPERSEDED SURVEY CONTROL
 EH2707
 EH2707  NAD 83(1997)-  34 55 22.52692(N)    090 23 34.76595(W) AD(       ) 2
 EH2707  NAD 83(1997)-  34 55 22.52880(N)    090 23 34.76572(W) AD(       ) 2
 EH2707  NAD 83(1986)-  34 55 22.53541(N)    090 23 34.76618(W) AD(       ) 2
 EH2707  NAD 27      -  34 55 22.18700(N)    090 23 34.40530(W) AD(       ) 2
 EH2707
 EH2707.Superseded values are not recommended for survey control.
 EH2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2707.See file dsdata.txt to determine how the superseded data were derived.
 EH2707
 EH2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3814567599(NAD 83)
 EH2707_MARKER: DS = TRIANGULATION STATION DISK
 EH2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2707
 EH2707  HISTORY     - Date     Condition        Report By
 EH2707  HISTORY     - 1953     MONUMENTED       CGS
 EH2707  HISTORY     - 19750515 GOOD             USGS
 EH2707  HISTORY     - 20050413 POOR             USACE
 EH2707
 EH2707                          STATION DESCRIPTION
 EH2707
 EH2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2707'THE STATION IS LOCATED ON THE SITE OF AN OLD INDIAN MOUND
 EH2707'ABOUT 5 MILES EAST-SOUTHEAST OF HUGHES ON THE BECK PLANTATION.
 EH2707'IT IS 129.0 FEET NORTH OF THE CENTER OF STATE ROUTE NO. 50,
 EH2707'48.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A COTTON GIN
 EH2707'AND 36.5 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 EH2707'A COTTON GIN.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 EH2707'AND IS STAMPED BECK 1953.
 EH2707'
 EH2707'REFERENCE MARK NO. 1 IS 115.0 FEET SOUTH-SOUTHWEST OF THE
 EH2707'SOUTHWEST CORNER OF A LARGE BARN AND 90.5 FEET NORTH OF
 EH2707'THE NORTHWEST CORNER OF A TENANT HOUSE.  IT IS SET FLUSH
 EH2707'WITH THE SURFACE OF THE GROUND AND IS STAMPED BECK NO 1
 EH2707'1953.
 EH2707'
 EH2707'REFERENCE MARK NO. 2 IS 50.0 FEET EAST OF THE CENTER OF
 EH2707'A GRAVELED ROAD, 45.0 FEET NORTH OF THE EAST ONE OF THREE
 EH2707'TRANSFORMER POLES AND 2.0 FEET WEST OF THE SOUTHWEST CORNER
 EH2707'OF A STEEL GRANARY PLATFORM.  IT PROJECTS 4 INCHES AND IS
 EH2707'STAMPED BECK NO 2 1953.
 EH2707'
 EH2707'THE AZIMUTH MARK IS LOCATED NEAR THE INTERSECTION OF THE CRITTENDEN,
 EH2707'LEE AND ST. FRANCIS COUNTY LINES, 28.0 FEET EAST OF THE
 EH2707'CENTER OF A GRAVELED ROAD, 28.0 FEET NORTH OF THE CENTER
 EH2707'OF A GRADED ROAD AND 1.0 FOOT EAST OF A WITNESS POST.  IT
 EH2707'PROJECTS 2 INCHES AND IS STAMPED BECK 1953.
 EH2707'
 EH2707'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAILROAD DEPOT IN
 EH2707'HUGHES, GO SOUTH ABOUT 150 YARDS TO STATE ROUTE NO. 50, HERE TURN
 EH2707'LEFT AND GO EASTERLY ON STATE ROUTE NO. 50 FOR 4.95 MILES
 EH2707'TO A COTTON GIN ON THE LEFT AT THE BECK PLANTATION AND THE
 EH2707'STATION JUST EAST OF THE COTTON GIN AS DESCRIBED.
 EH2707'
 EH2707'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE ROUTE
 EH2707'NO. 50 FOR 0.75 MILE TO A CROSSROAD AT THE ST. FRANCIS-CRITTENDEN
 EH2707'COUNTY LINE.  HERE TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 EH2707'FOR 1.35 MILES TO A CROSSROAD AND THE STATION ON THE LEFT
 EH2707'IN THE NORTHEAST ANGLE AS DESCRIBED.
 EH2707'
 EH2707'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 EH2707
 EH2707                          STATION RECOVERY (1975)
 EH2707
 EH2707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 EH2707'RECOVERED IN GOOD CONDITION.
 EH2707
 EH2707                          STATION RECOVERY (2005)
 EH2707
 EH2707'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2707'CONCRETE SLAB FOUND, DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0692 ***********************************************************************
 DL0692  DESIGNATION -  BECK BOLT
 DL0692  PID         -  DL0692
 DL0692  STATE/COUNTY-  AR/MILLER
 DL0692  USGS QUAD   -  BOYD HILL (1975)
 DL0692
 DL0692                         *CURRENT SURVEY CONTROL
 DL0692  ___________________________________________________________________
 DL0692* NAD 83(1986)-  33 24 38.     (N)    093 44 39.     (W)     SCALED    
 DL0692* NAVD 88     -        69.76   (+/-2cm)     228.9    (feet)  VERTCON   
 DL0692  ___________________________________________________________________
 DL0692  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL0692
 DL0692  VERT ORDER  -  ? (See Below)
 DL0692
 DL0692.The horizontal coordinates were scaled from a topographic map and have
 DL0692.an estimated accuracy of +/- 6 seconds.
 DL0692
 DL0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0692.The vertical order pertains to the NGVD 29 superseded value.
 DL0692
 DL0692.The geoid height was determined by GEOID03.
 DL0692
 DL0692;                    North         East    Units  Estimated Accuracy
 DL0692;SPC AR S     -   483,890.      237,770.      MT  (+/- 180 meters Scaled)
 DL0692
 DL0692                          SUPERSEDED SURVEY CONTROL
 DL0692
 DL0692  NGVD 29 (??/??/92)   69.788  (m)          228.96   (f) ADJ UNCH    ?  
 DL0692
 DL0692.Superseded values are not recommended for survey control.
 DL0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0692.See file dsdata.txt to determine how the superseded data were derived.
 DL0692
 DL0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS308970(NAD 83)
 DL0692_MARKER: B = BOLT
 DL0692_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0692_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0692
 DL0692  HISTORY     - Date     Condition        Report By
 DL0692  HISTORY     - UNK      MONUMENTED       USE
 DL0692  HISTORY     - 1935     GOOD             NGS
 DL0692
 DL0692                          STATION DESCRIPTION
 DL0692
 DL0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0692'4.8 MI N FROM GARLAND CITY.
 DL0692'P.B.M. BECK IS A PIPE STONE BENCH WITH BRASS CAP LOCATED 4.8 MILES
 DL0692'NORTH OF GARLAND CITY, MILLER COUNTY, ARKANSAS.  ON RIGHT BANK OF RED
 DL0692'RIVER.  APPROX. 300 FEET NORTH OF BECKS STORE.  IN SOUTHEAST CORNER OF
 DL0692'GIN YARD.  1.5 FEET NORTHWEST OF SOUTHEAST CORNER FENCE AROUND GIN
 DL0692'YARD.  57 FEET NORTH OF NORTHWEST CORNER BRIDGE ACROSS EAST AND WEST
 DL0692'DRAINAGE DITCH.  109 FEET EAST OF NORTHEAST CORNER OF RESIDENCE
 DL0692'(PAINTED WHITE).  159 FEET SOUTHEAST OF SOUTHEAST CORNER COTTON GIN
 DL0692'AND 23 FEET WEST OF CENTERLINE OF NORTH AND SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0693 ***********************************************************************
 DL0693  DESIGNATION -  BECK CAP
 DL0693  PID         -  DL0693
 DL0693  STATE/COUNTY-  AR/MILLER
 DL0693  USGS QUAD   -  BOYD HILL (1975)
 DL0693
 DL0693                         *CURRENT SURVEY CONTROL
 DL0693  ___________________________________________________________________
 DL0693* NAD 83(1997)-  33 24 38.63084(N)    093 44 39.06239(W)     ADJUSTED  
 DL0693* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 DL0693  ___________________________________________________________________
 DL0693  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DL0693  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL0693
 DL0693  HORZ ORDER  -  SECOND
 DL0693
 DL0693.The horizontal coordinates were established by classical geodetic methods
 DL0693.and adjusted by the National Geodetic Survey in September 1999..
 DL0693
 DL0693.The orthometric height was scaled from a topographic map.
 DL0693
 DL0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0693
 DL0693.The geoid height was determined by GEOID03.
 DL0693
 DL0693;                    North         East     Units Scale Factor Converg.
 DL0693;SPC AR S     -   483,908.799   237,771.358   MT  0.99997729   -0 58 34.3
 DL0693;SPC AR S     - 1,587,624.12    780,088.20   sFT  0.99997729   -0 58 34.3
 DL0693;UTM  15      - 3,697,069.551   430,804.551   MT  0.99965903   -0 24 35.2
 DL0693
 DL0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0693!SPC AR S     -   0.99999307  x   0.99997729  =   0.99997036
 DL0693!UTM  15      -   0.99999307  x   0.99965903  =   0.99965210
 DL0693
 DL0693                          SUPERSEDED SURVEY CONTROL
 DL0693
 DL0693  NAD 83(1997)-  33 24 38.63670(N)    093 44 39.05546(W) AD(       ) 2
 DL0693  NAD 83(1986)-  33 24 38.64164(N)    093 44 39.04829(W) AD(       ) 2
 DL0693  NAD 27      -  33 24 38.19200(N)    093 44 38.39700(W) AD(       ) 2
 DL0693
 DL0693.Superseded values are not recommended for survey control.
 DL0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0693.See file dsdata.txt to determine how the superseded data were derived.
 DL0693
 DL0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3080597070(NAD 83)
 DL0693_MARKER: B = BOLT
 DL0693_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0693_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0693
 DL0693  HISTORY     - Date     Condition        Report By
 DL0693  HISTORY     - 1951     MONUMENTED       USE
 DL0693  HISTORY     - 1951     GOOD             NGS
 DL0693
 DL0693                          STATION DESCRIPTION
 DL0693
 DL0693'DESCRIBED BY US ENGINEERS 1951
 DL0693'SEE STATION CRANK
 DL0693
 DL0693                          STATION RECOVERY (1951)
 DL0693
 DL0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 DL0693'5.0 MI NW FROM GARLAND.
 DL0693'ABOUT 4 MILES NORTH OF GARLAND.  MARK RECOVERED NEAR THE CENTER OF THE
 DL0693'SOUTH SIDE OF SECTION 25, T 15 S, R 26 W, ABOUT 0.1 MILE NORTH OF A
 DL0693'TURN IN US HIGHWAY 82, 54 FEET NORTH OF THE NORTHWEST CORNER OF A
 DL0693'BRIDGE SPANNING A DRAINAGE DITCH AND ABOUT 23 FEET WEST OF THE
 DL0693'CENTERLINE OF A NORTH-SOUTH ROAD.  MARK PROJECTS ABOUT 30 INCHES.
 DL0693'NOTE-- A BRONZE CAP BOLTED TO THE TOP OF A 3-INCH IRON PIPE WHICH IS
 DL0693'SET IN A 3-FOOT SQUARE CONCRETE BLOCK THAT PROJECTS ABOUT 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0961 ***********************************************************************
 EH0961  DESIGNATION -  BECKS RESET
 EH0961  PID         -  EH0961
 EH0961  STATE/COUNTY-  AR/ST FRANCIS
 EH0961  USGS QUAD   -  HAYNES (1992)
 EH0961
 EH0961                         *CURRENT SURVEY CONTROL
 EH0961  ___________________________________________________________________
 EH0961* NAD 83(1997)-  34 59 03.88275(N)    090 51 54.76687(W)     ADJUSTED  
 EH0961* NAVD 88     -        67.067  (meters)     220.04   (feet)  ADJUSTED  
 EH0961  ___________________________________________________________________
 EH0961  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 EH0961  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0961  DYNAMIC HT  -          67.006 (meters)     219.84  (feet)  COMP
 EH0961  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 EH0961
 EH0961  HORZ ORDER  -  FIRST
 EH0961  VERT ORDER  -  FIRST     CLASS II
 EH0961
 EH0961.The horizontal coordinates were established by classical geodetic methods
 EH0961.and adjusted by the National Geodetic Survey in September 1999..
 EH0961
 EH0961.The orthometric height was determined by differential leveling
 EH0961.and adjusted by the National Geodetic Survey in June 1991..
 EH0961.WARNING-Repeat measurements at this control monument indicate possible
 EH0961.vertical movement.
 EH0961
 EH0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0961
 EH0961.The geoid height was determined by GEOID03.
 EH0961
 EH0961.The dynamic height is computed by dividing the NAVD 88
 EH0961.geopotential number by the normal gravity value computed on the
 EH0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0961.degrees latitude (g = 980.6199 gals.).
 EH0961
 EH0961.The modeled gravity was interpolated from observed gravity values.
 EH0961
 EH0961;                    North         East     Units Scale Factor Converg.
 EH0961;SPC AR N     -    72,829.121   503,608.975   MT  0.99999035   +0 39 37.2
 EH0961;SPC AR N     -   238,940.21  1,652,257.11   sFT  0.99999035   +0 39 37.2
 EH0961;UTM  15      - 3,873,396.282   694,855.353   MT  1.00006797   +1 13 27.7
 EH0961
 EH0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0961!SPC AR N     -   0.99999371  x   0.99999035  =   0.99998406
 EH0961!UTM  15      -   0.99999371  x   1.00006797  =   1.00006168
 EH0961
 EH0961:                Primary Azimuth Mark                     Grid Az
 EH0961:SPC AR N     -  PALESTINE                                249 47 09.0
 EH0961:UTM  15      -  PALESTINE                                249 13 18.5
 EH0961
 EH0961|---------------------------------------------------------------------|
 EH0961| PID    Reference Object                     Distance      Geod. Az  |
 EH0961|                                                           dddmmss.s |
 EH0961| EH0954 PALESTINE                           APPROX. 4.4 KM 2502646.2 |
 EH0961| EH0962 BECKS RM 1                           17.220 METERS 27319     |
 EH0961|---------------------------------------------------------------------|
 EH0961
 EH0961                          SUPERSEDED SURVEY CONTROL
 EH0961
 EH0961  NAD 83(1997)-  34 59 03.88747(N)    090 51 54.76482(W) AD(       ) 1
 EH0961  NAD 83(1986)-  34 59 03.89152(N)    090 51 54.76542(W) AD(       ) 1
 EH0961  NGVD 29 (??/??/??)   67.059  (m)          220.01   (f) ADJUSTED    1 2
 EH0961
 EH0961.Superseded values are not recommended for survey control.
 EH0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0961.See file dsdata.txt to determine how the superseded data were derived.
 EH0961
 EH0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9485573396(NAD 83)
 EH0961_MARKER: DS = TRIANGULATION STATION DISK
 EH0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0961_STAMPING: BECKS 1916 1920 BM
 EH0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0961+STABILITY: SURFACE MOTION
 EH0961
 EH0961  HISTORY     - Date     Condition        Report By
 EH0961  HISTORY     - 1935     MONUMENTED       CGS
 EH0961  HISTORY     - 1955     GOOD             CGS
 EH0961  HISTORY     - 1955     GOOD             CGS
 EH0961  HISTORY     - 1957     GOOD             USGS
 EH0961  HISTORY     - 1964     POOR             CGS
 EH0961  HISTORY     - 20030403 MARK NOT FOUND   USACE
 EH0961
 EH0961                          STATION DESCRIPTION
 EH0961
 EH0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH0961'STATION RECOVERED IN GOOD CONDITION, BANK ON S SIDE OF RAILROAD
 EH0961'5.31 METERS (17.4 FEET) FROM THE 21ST TELEGRAPH POLE W OF MILEPOST
 EH0961'49.6 METERS (20 FEET) S OF N FENCE LINE OF RIGHT-OF-WAY,
 EH0961'7.995 METERS (26.24 FEET) N OF N RAIL OF MAIN TRACK.
 EH0961'
 EH0961'REFERENCE MARK NO. 1 STAMPED BECKS R.M.NO.1 1916, RECOVERED IN
 EH0961'GOOD CONDITION ON FENCE LINE, 16.285 METERS (53.44 FEET) FROM
 EH0961'STATION, N 86 DEG 49 MIN 18 SEC W.  ORIGINAL DESCRIPTION
 EH0961'GIVES DISTANCES FROM STATION TO REFERENCE AS 17.220 METERS
 EH0961'(56.50 FEET) A DIFFERENCE OF APPROXIMATELY 3.06 FEET.  IT IS
 EH0961'THOUGHT THE OLD MEASUREMENT WAS IN ERROR.  THE UNDERGROUND
 EH0961'MARK WAS FOUND UNDER SURFACE IN GOOD CONDITION, AND SURFACE
 EH0961'MARK WAS PLUMB OVER UNDERGROUND MARK AND DISTANCE FROM THE
 EH0961'RAILROAD TRACK CHECKS WELL WITH OLD MEASUREMENT.
 EH0961'
 EH0961'REFERENCE MARK NO.2, NEWLY ESTABLISHED, IS A STANDARD BRONZE
 EH0961'DISK SET IN A 14- BY 14- BY 30-INCH CONCRETE PIER STAMPED R.M.
 EH0961'NO.2, 1935, 4 FEET SW OF FENCE CORNER AND 75 FEET W OF CENTER
 EH0961'OF N-S ROAD, 2.275 METERS (7.48 FEET) FROM 19TH TELEGRAPH POLE,
 EH0961'W OF MILEPOST 49, 13.51 METERS (44.31 FEET) N OF N RAIL, 96.29
 EH0961'METERS (315.90 FEET) FROM STATION, N 67 DEG 15 MIN E.
 EH0961'
 EH0961'R.M.NO.2 TO R.M.NO.1 IS 111.135 METERS (364.61 FEET).
 EH0961
 EH0961                          STATION RECOVERY (1955)
 EH0961
 EH0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH0961'2.35 MI NE FROM PALESTINE.
 EH0961'ABOUT 2.35 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0961'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0961'0.6 MILE NORTHEAST OF MILE POLE 50, 129 YARDS SOUTHWEST OF CENTER OF A
 EH0961'GRAVEL ROAD CROSSING, 26 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 22 FEET
 EH0961'SOUTHEAST OF A FENCE LINE, 17.8 FEET SOUTH-SOUTHEAST OF THE 21ST
 EH0961'TELEPHONE POLE SOUTHWEST OF MILE POLE 49, 53 1/2 FEET EAST OF RM NO.
 EH0961'1, 315.9 FEET SOUTHWEST OF RM NO. 2, ABOUT 1/2 FOOT ABOVE LEVEL OF
 EH0961'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 EH0961
 EH0961                          STATION RECOVERY (1955)
 EH0961
 EH0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CS)
 EH0961'THE STATION IS ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 EH0961'ABOUT 2.35 MILES NORTHEAST OF THE STATION SIGN AND ROAD CROSSING
 EH0961'AT PALESTINE, ABOUT 129 YARDS SOUTHWEST OF A GRAVEL ROAD CROSSING,
 EH0961'26-1/2 FEET NORTHWEST OF NORTHWEST RAIL, 22 FEET SOUTHEAST
 EH0961'OF A FENCE LINE, 17.8 FEET SOUTH-SOUTHEAST OF THE 21ST TELEPHONE
 EH0961'POLE SOUTHWEST OF MILE POLE 49, ABOUT 1/2 FOOT BELOW LEVEL OF
 EH0961'TRACK, IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES
 EH0961'AND STAMPED BECKS 1916 1920 BM.
 EH0961'
 EH0961'R.M. NO. 1 IS 53.405 FEET (16.280 METERS) WEST OF THE STATION,
 EH0961'47 FEET NORTHWEST OF NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE
 EH0961'LINE, 56.2 FEET SOUTHWEST OF THE 21ST TELEPHONE POLE SOUTHWEST
 EH0961'OF MILE POLE 49, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS
 EH0961'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK, IN THE TOP OF A CONCRETE
 EH0961'POST ABOUT 1 INCH UNDERGROUND AND STAMPED BECKS RM 1 1920-16
 EH0961'BM.
 EH0961'
 EH0961'R.M. NO. 2 IS 315.925 FEET NORTHEAST OF THE STATION MARK,
 EH0961'44-1/2 FEET NORTHWEST OF NORTHWEST RAIL, 8 FEET NORTH-NORTHEAST
 EH0961'OF THE 19TH TELEPHONE POLE SOUTHWEST OF MILE POLE 49, 3 FEET
 EH0961'SOUTHEAST OF A FENCE LINE, 93 FEET NORTHWEST AND ACROSS TRACK
 EH0961'FROM TELEPHONE POLE NO. 2144, ABOUT 3-1/2 FEET BELOW LEVEL
 EH0961'OF TRACK, IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 EH0961'AND STAMPED BECKS RM 2 1916 1920.
 EH0961
 EH0961                          STATION RECOVERY (1957)
 EH0961
 EH0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EH0961'REVISED DESCRIPTION- STATION IS 0.75 MILE WEST OF, ALONG CHICAGO,
 EH0961'ROCK ISLAND AND PACIFIC RAILWAY, 395 FEET WEST OF RAILROAD
 EH0961'CROSSING, 26 FEET NORTH OF NORTH RAIL MAIN TRACK, 20 FEET
 EH0961'SOUTH OF NORTH RIGHT-OF-WAY FENCE, IN CONCRETE POST, STANDARD C
 EH0961'AND GS TABLET STAMPED BECKS 1916, 1920, 1935 PAINTED.
 EH0961
 EH0961                          STATION RECOVERY (1964)
 EH0961
 EH0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 EH0961'THE STATION MARK WAS FOUND BUT IT HAS BEEN DISTURBED.  IT IS
 EH0961'NOW ABOUT HALF OUT OF THE GROUND PROJECTING 18 INCHES AND
 EH0961'APPEARS TO HAVE BEEN HIT BY SOME RR EQUIPMENT.  RM NO 1 WAS
 EH0961'NOT FOUND BUT IS BELIEVED COVERED UP BY DIRT.  RM NO 2 WAS
 EH0961'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EH0961
 EH0961                          STATION RECOVERY (2003)
 EH0961
 EH0961'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0962 ***********************************************************************
 EH0962  DESIGNATION -  BECKS RM 1
 EH0962  PID         -  EH0962
 EH0962  STATE/COUNTY-  AR/ST FRANCIS
 EH0962  USGS QUAD   -  HAYNES (1992)
 EH0962
 EH0962                         *CURRENT SURVEY CONTROL
 EH0962  ___________________________________________________________________
 EH0962* NAD 83(1986)-  34 59 04.     (N)    090 51 54.     (W)     SCALED    
 EH0962* NAVD 88     -        66.273  (meters)     217.43   (feet)  ADJUSTED  
 EH0962  ___________________________________________________________________
 EH0962  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0962  DYNAMIC HT  -          66.213 (meters)     217.23  (feet)  COMP
 EH0962  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 EH0962
 EH0962  VERT ORDER  -  FIRST     CLASS II
 EH0962
 EH0962.The horizontal coordinates were scaled from a topographic map and have
 EH0962.an estimated accuracy of +/- 6 seconds.
 EH0962
 EH0962.The orthometric height was determined by differential leveling
 EH0962.and adjusted by the National Geodetic Survey in June 1991..
 EH0962
 EH0962.The geoid height was determined by GEOID03.
 EH0962
 EH0962.The dynamic height is computed by dividing the NAVD 88
 EH0962.geopotential number by the normal gravity value computed on the
 EH0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0962.degrees latitude (g = 980.6199 gals.).
 EH0962
 EH0962.The modeled gravity was interpolated from observed gravity values.
 EH0962
 EH0962;                    North         East    Units  Estimated Accuracy
 EH0962;SPC AR N     -    72,830.      503,630.      MT  (+/- 180 meters Scaled)
 EH0962
 EH0962                          SUPERSEDED SURVEY CONTROL
 EH0962
 EH0962  NGVD 29 (??/??/??)   66.266  (m)          217.41   (f) ADJUSTED    1 2
 EH0962
 EH0962.Superseded values are not recommended for survey control.
 EH0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0962.See file dsdata.txt to determine how the superseded data were derived.
 EH0962
 EH0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU948734(NAD 83)
 EH0962_MARKER: DR = REFERENCE MARK DISK
 EH0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0962_STAMPING: BECKS RM 1 1920-16 BM
 EH0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0962+STABILITY: SURFACE MOTION
 EH0962
 EH0962  HISTORY     - Date     Condition        Report By
 EH0962  HISTORY     - 1916     MONUMENTED       CGS
 EH0962  HISTORY     - 1955     GOOD             CGS
 EH0962
 EH0962                          STATION DESCRIPTION
 EH0962
 EH0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0962'2.35 MI NE FROM PALESTINE.
 EH0962'ABOUT 2.35 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0962'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0962'0.6 MILE NORTHEAST OF MILE POST 50, ABOUT 143 YARDS SOUTHWEST OF
 EH0962'CENTER OF A GRAVEL ROAD CROSSING, 47 FEET NORTHWEST OF NORTHWEST RAIL,
 EH0962'1 FOOT SOUTHEAST OF A FENCE LINE, 56.2 FEET SOUTHWEST OF THE 21ST
 EH0962'TELEPHONE POLE SOUTHWEST OF MILE POST 49, 53 1/2 FEET WEST OF STATION
 EH0962'MARK, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 EH0962'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 1
 EH0962'INCH UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0963 ***********************************************************************
 EH0963  DESIGNATION -  BECKS RM 2
 EH0963  PID         -  EH0963
 EH0963  STATE/COUNTY-  AR/ST FRANCIS
 EH0963  USGS QUAD   -  HAYNES (1992)
 EH0963
 EH0963                         *CURRENT SURVEY CONTROL
 EH0963  ___________________________________________________________________
 EH0963* NAD 83(1986)-  34 59 05.     (N)    090 51 50.     (W)     SCALED    
 EH0963* NAVD 88     -        65.766  (meters)     215.77   (feet)  ADJUSTED  
 EH0963  ___________________________________________________________________
 EH0963  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0963  DYNAMIC HT  -          65.706 (meters)     215.57  (feet)  COMP
 EH0963  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 EH0963
 EH0963  VERT ORDER  -  FIRST     CLASS II
 EH0963
 EH0963.The horizontal coordinates were scaled from a topographic map and have
 EH0963.an estimated accuracy of +/- 6 seconds.
 EH0963
 EH0963.The orthometric height was determined by differential leveling
 EH0963.and adjusted by the National Geodetic Survey in June 1991..
 EH0963
 EH0963.The geoid height was determined by GEOID03.
 EH0963
 EH0963.The dynamic height is computed by dividing the NAVD 88
 EH0963.geopotential number by the normal gravity value computed on the
 EH0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0963.degrees latitude (g = 980.6199 gals.).
 EH0963
 EH0963.The modeled gravity was interpolated from observed gravity values.
 EH0963
 EH0963;                    North         East    Units  Estimated Accuracy
 EH0963;SPC AR N     -    72,870.      503,730.      MT  (+/- 180 meters Scaled)
 EH0963
 EH0963                          SUPERSEDED SURVEY CONTROL
 EH0963
 EH0963  NGVD 29 (??/??/??)   65.758  (m)          215.74   (f) ADJUSTED    1 2
 EH0963
 EH0963.Superseded values are not recommended for survey control.
 EH0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0963.See file dsdata.txt to determine how the superseded data were derived.
 EH0963
 EH0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU949734(NAD 83)
 EH0963_MARKER: DR = REFERENCE MARK DISK
 EH0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0963_STAMPING: BECKS RM 2 1916 1920
 EH0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0963+STABILITY: SURFACE MOTION
 EH0963
 EH0963  HISTORY     - Date     Condition        Report By
 EH0963  HISTORY     - 1935     MONUMENTED       CGS
 EH0963  HISTORY     - 1955     GOOD             CGS
 EH0963
 EH0963                          STATION DESCRIPTION
 EH0963
 EH0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0963'2.4 MI NE FROM PALESTINE.
 EH0963'ABOUT 2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0963'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0963'0.35 MILE SOUTHWEST OF MILE POLE 49, ABOUT 0.65 MILE SOUTHWEST OF ROAD
 EH0963'CROSSING AT BECKS, 90 FEET WEST OF CENTER OF A GRAVEL ROAD CROSSING,
 EH0963'44 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 8 FEET NORTH-NORTHEAST OF THE
 EH0963'19TH TELEPHONE POLE SOUTHWEST OF MILE POLE 49, 315.9 FEET NORTHEAST OF
 EH0963'STATION MARK, 3 FEET SOUTHEAST OF A FENCE LINE, 93 FEET NORTHWEST AND
 EH0963'ACROSS TRACK FROM TELEPHONE POLE NO. 2144, ABOUT 3 1/2 FEET BELOW
 EH0963'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 EH0963'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0885 ***********************************************************************
 EK0885  DESIGNATION -  BEE
 EK0885  PID         -  EK0885
 EK0885  STATE/COUNTY-  AR/POLK
 EK0885  USGS QUAD   -  VANDERVOORT (1984)
 EK0885
 EK0885                         *CURRENT SURVEY CONTROL
 EK0885  ___________________________________________________________________
 EK0885* NAD 83(1997)-  34 29 25.72909(N)    094 15 31.50230(W)     ADJUSTED  
 EK0885* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 EK0885  ___________________________________________________________________
 EK0885  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 EK0885  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EK0885
 EK0885  HORZ ORDER  -  FIRST
 EK0885
 EK0885.The horizontal coordinates were established by classical geodetic methods
 EK0885.and adjusted by the National Geodetic Survey in September 1999..
 EK0885
 EK0885.The orthometric height was scaled from a topographic map.
 EK0885
 EK0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0885
 EK0885.The geoid height was determined by GEOID03.
 EK0885
 EK0885;                    North         East     Units Scale Factor Converg.
 EK0885;SPC AR S     -   604,574.932   192,559.999   MT  0.99995006   -1 15 51.1
 EK0885;SPC AR S     - 1,983,509.59    631,757.26   sFT  0.99995006   -1 15 51.1
 EK0885;UTM  15      - 3,817,260.609   384,426.109   MT  0.99976464   -0 42 46.3
 EK0885
 EK0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0885!SPC AR S     -   0.99991220  x   0.99995006  =   0.99986226
 EK0885!UTM  15      -   0.99991220  x   0.99976464  =   0.99967686
 EK0885
 EK0885|---------------------------------------------------------------------|
 EK0885| PID    Reference Object                     Distance      Geod. Az  |
 EK0885|                                                           dddmmss.s |
 EK0885| CX4999 BEE RM 1                              9.178 METERS 03904     |
 EK0885| EK0891 WHISKEY MTN LOOKOUT TOWER           APPROX.21.6 KM 2221300.1 |
 EK0885| CX5000 BEE RM 2                              9.415 METERS 32236     |
 EK0885| EK0838 RICH MTN LOOKOUT TOWER              APPROX.21.4 KM 3422808.0 |
 EK0885|---------------------------------------------------------------------|
 EK0885
 EK0885                          SUPERSEDED SURVEY CONTROL
 EK0885
 EK0885  NAD 83(1997)-  34 29 25.73323(N)    094 15 31.50075(W) AD(       ) 1
 EK0885  NAD 83(1986)-  34 29 25.73575(N)    094 15 31.49532(W) AD(       ) 1
 EK0885  NAD 27      -  34 29 25.34700(N)    094 15 30.73700(W) AD(       ) 1
 EK0885
 EK0885.Superseded values are not recommended for survey control.
 EK0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0885.See file dsdata.txt to determine how the superseded data were derived.
 EK0885
 EK0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8442617261(NAD 83)
 EK0885_MARKER: DS = TRIANGULATION STATION DISK
 EK0885_SETTING: 66 = SET IN ROCK OUTCROP
 EK0885
 EK0885  HISTORY     - Date     Condition        Report By
 EK0885  HISTORY     - 1952     MONUMENTED       CGS
 EK0885  HISTORY     - 1961     GOOD             CGS
 EK0885
 EK0885                          STATION DESCRIPTION
 EK0885
 EK0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0885'STATION IS LOCATED ABOUT 7 MILES SOUTH SOUTHWEST OF MENA
 EK0885'AT THE SITE OF THE BEE MOUNTAIN LOOKOUT TOWER.  STATION IS 24
 EK0885'FEET SOUTH SOUTHWEST OF NORTHWEST CORNER OF LOOKOUT TOWER AND
 EK0885'14 FEET SOUTH OF SOUTH EDGE OF STONE SIDEWALK.  THE DISK IS
 EK0885'SET FLUSH IN OUTCROPPING ROCK AND IS STAMPED BEE 1952.
 EK0885'
 EK0885'REFERENCE MARK NO. 1 IS 18 FEET NORTH NORTHWEST OF NORTHWEST
 EK0885'CORNER OF LOOKOUT TOWER AND 2.5 FEET SOUTHWEST OF WELL PUMP.
 EK0885'THE DISK IS SET FLUSH IN THE CONCRETE BASE OF PUMP AND IS
 EK0885'STAMPED BEE NO 1 1952.
 EK0885'
 EK0885'REFERENCE MARK NO. 2 IS 15 FEET WEST OF GATE.  THE DISK IS
 EK0885'SET FLUSH IN STONE SIDEWALK AND IS STAMPED BEE NO 2 1952.
 EK0885'
 EK0885'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 EK0885'HIGHWAY 8 JUST NORTHEAST OF THE RAILROAD DEPOT IN MENA GO
 EK0885'SOUTHWESTERLY ON U.S. HIGHWAY 71 FOR 0.75 MILE TO DIAGONAL
 EK0885'CROSSROADS.  TURN LEFT ON SURFACED ROAD, WHICH CHANGES TO
 EK0885'GRAVEL, FOR 2.85 MILES TO T INTERSECTION.  TURN RIGHT ON T
 EK0885'ROAD FOR 0.2 MILE TO FORKS.  TAKE LEFT FORK FOR 3.0 MILES TO
 EK0885'FORKS.  TAKE LEFT FORK, CROSSING CREEK, AND FOLLOW MAIN ROAD
 EK0885'FOR 1.2 MILES T INTERSECTION.  TURN RIGHT ON T ROAD AND GO
 EK0885'0.6 MILE TO END OF TRUCK TRAVEL.  PACK UP STEPS FOR ABOUT
 EK0885'150 YARDS TO LOOKOUT TOWER AND STATION AS DESCRIBED.
 EK0885'
 EK0885'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0885
 EK0885                          STATION RECOVERY (1961)
 EK0885
 EK0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0885'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0885'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 EK0885'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0883 ***********************************************************************
 EK0883  DESIGNATION -  BEE MTN LOOKOUT TOWER
 EK0883  PID         -  EK0883
 EK0883  STATE/COUNTY-  AR/POLK
 EK0883  USGS QUAD   -  VANDERVOORT (1984)
 EK0883
 EK0883                         *CURRENT SURVEY CONTROL
 EK0883  ___________________________________________________________________
 EK0883* NAD 83(1997)-  34 29 25.67178(N)    094 15 31.14201(W)     ADJUSTED  
 EK0883* NAVD 88     -                                                        
 EK0883  ___________________________________________________________________
 EK0883  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 EK0883  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EK0883
 EK0883  HORZ ORDER  -  THIRD
 EK0883
 EK0883.The horizontal coordinates were established by classical geodetic methods
 EK0883.and adjusted by the National Geodetic Survey in September 1999..
 EK0883
 EK0883
 EK0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0883
 EK0883.The geoid height was determined by GEOID03.
 EK0883
 EK0883;                    North         East     Units Scale Factor Converg.
 EK0883;SPC AR S     -   604,572.963   192,569.150   MT  0.99995006   -1 15 50.9
 EK0883;SPC AR S     - 1,983,503.13    631,787.29   sFT  0.99995006   -1 15 50.9
 EK0883;UTM  15      - 3,817,258.729   384,435.277   MT  0.99976461   -0 42 46.1
 EK0883
 EK0883                          SUPERSEDED SURVEY CONTROL
 EK0883
 EK0883  NAD 83(1997)-  34 29 25.67594(N)    094 15 31.14031(W) AD(       ) 4
 EK0883  NAD 83(1986)-  34 29 25.67886(N)    094 15 31.13533(W) AD(       ) 4
 EK0883  NAD 27      -  34 29 25.29100(N)    094 15 30.37300(W) AD(       ) 3
 EK0883
 EK0883.Superseded values are not recommended for survey control.
 EK0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0883.See file dsdata.txt to determine how the superseded data were derived.
 EK0883
 EK0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8443517259(NAD 83)
 EK0883_MARKER: 57 = LOOKOUT TOWER
 EK0883
 EK0883  HISTORY     - Date     Condition        Report By
 EK0883  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0883
 EK0883                          STATION DESCRIPTION
 EK0883
 EK0883'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0884 ***********************************************************************
 EK0884  DESIGNATION -  BEE MTN LOOKOUT TOWER
 EK0884  PID         -  EK0884
 EK0884  STATE/COUNTY-  AR/POLK
 EK0884  USGS QUAD   -  VANDERVOORT (1984)
 EK0884
 EK0884                         *CURRENT SURVEY CONTROL
 EK0884  ___________________________________________________________________
 EK0884* NAD 83(1997)-  34 29 25.75469(N)    094 15 31.38599(W)     ADJUSTED  
 EK0884* NAVD 88     -                                                        
 EK0884  ___________________________________________________________________
 EK0884  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 EK0884  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EK0884
 EK0884  HORZ ORDER  -  THIRD
 EK0884
 EK0884.The horizontal coordinates were established by classical geodetic methods
 EK0884.and adjusted by the National Geodetic Survey in September 1999..
 EK0884
 EK0884
 EK0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0884
 EK0884.The geoid height was determined by GEOID03.
 EK0884
 EK0884;                    North         East     Units Scale Factor Converg.
 EK0884;SPC AR S     -   604,575.655   192,562.983   MT  0.99995006   -1 15 51.1
 EK0884;SPC AR S     - 1,983,511.96    631,767.05   sFT  0.99995006   -1 15 51.1
 EK0884;UTM  15      - 3,817,261.360   384,429.086   MT  0.99976463   -0 42 46.3
 EK0884
 EK0884                          SUPERSEDED SURVEY CONTROL
 EK0884
 EK0884  NAD 83(1997)-  34 29 25.75827(N)    094 15 31.38486(W) AD(       ) 4
 EK0884  NAD 83(1986)-  34 29 25.76210(N)    094 15 31.37981(W) AD(       ) 4
 EK0884  NAD 27      -  34 29 25.37400(N)    094 15 30.62700(W) AD(       ) 3
 EK0884
 EK0884.Superseded values are not recommended for survey control.
 EK0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0884.See file dsdata.txt to determine how the superseded data were derived.
 EK0884
 EK0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8442917261(NAD 83)
 EK0884_MARKER: 57 = LOOKOUT TOWER
 EK0884
 EK0884  HISTORY     - Date     Condition        Report By
 EK0884  HISTORY     - 1930     FIRST OBSERVED   USFS
 EK0884
 EK0884                          STATION DESCRIPTION
 EK0884
 EK0884'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1861 ***********************************************************************
 FF1861  DESIGNATION -  BEEBE MUNICIPAL TANK
 FF1861  PID         -  FF1861
 FF1861  STATE/COUNTY-  AR/WHITE
 FF1861  USGS QUAD   -  BEEBE (1994)
 FF1861
 FF1861                         *CURRENT SURVEY CONTROL
 FF1861  ___________________________________________________________________
 FF1861* NAD 83(1997)-  35 04 06.84142(N)    091 52 42.27603(W)     ADJUSTED  
 FF1861* NAVD 88     -                                                        
 FF1861  ___________________________________________________________________
 FF1861  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FF1861  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1861
 FF1861  HORZ ORDER  -  THIRD
 FF1861
 FF1861.The horizontal coordinates were established by classical geodetic methods
 FF1861.and adjusted by the National Geodetic Survey in September 1999..
 FF1861
 FF1861
 FF1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1861
 FF1861.The geoid height was determined by GEOID03.
 FF1861
 FF1861;                    North         East     Units Scale Factor Converg.
 FF1861;SPC AR N     -    81,575.025   411,090.194   MT  0.99997617   +0 04 14.7
 FF1861;SPC AR N     -   267,634.06  1,348,718.41   sFT  0.99997617   +0 04 14.7
 FF1861;SPC AR S     -   666,424.305   411,091.360   MT  1.00008130   +0 04 05.0
 FF1861;SPC AR S     - 2,186,427.07  1,348,722.24   sFT  1.00008130   +0 04 05.0
 FF1861;UTM  15      - 3,881,222.067   602,263.732   MT  0.99972889   +0 38 40.1
 FF1861
 FF1861                          SUPERSEDED SURVEY CONTROL
 FF1861
 FF1861  NAD 83(1986)-  35 04 06.84537(N)    091 52 42.27514(W) AD(       ) 4
 FF1861  NAD 27      -  35 04 06.50900(N)    091 52 41.75800(W) AD(       ) 3
 FF1861
 FF1861.Superseded values are not recommended for survey control.
 FF1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1861.See file dsdata.txt to determine how the superseded data were derived.
 FF1861
 FF1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0226481222(NAD 83)
 FF1861_MARKER: 53 = ELEVATED TANK
 FF1861
 FF1861  HISTORY     - Date     Condition        Report By
 FF1861  HISTORY     - 1934     FIRST OBSERVED   CGS
 FF1861  HISTORY     - 1962     GOOD             CGS
 FF1861
 FF1861                          STATION DESCRIPTION
 FF1861
 FF1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1861'THE STATION IS THE BALL ATOP THE WATER TANK WHICH IS LOCATED
 FF1861'0.15 MILE EAST OF THE RAILROAD DEPOT IN BEEBE.
 FF1861'
 FF1861'THE TANK IS SILVER IN COLOR, HAS THE BLACK LETTERING BEEBE
 FF1861'ON THE WEST SIDE, SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 FF1861'AND ABOUT 125 FEET IN HEIGHT.
 FF1861'
 FF1861'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1427 ***********************************************************************
 DL1427  DESIGNATION -  BEECH
 DL1427  PID         -  DL1427
 DL1427  STATE/COUNTY-  AR/CLARK
 DL1427  USGS QUAD   -  READER (1970)
 DL1427
 DL1427                         *CURRENT SURVEY CONTROL
 DL1427  ___________________________________________________________________
 DL1427* NAD 83(1997)-  33 48 49.39679(N)    093 02 47.16732(W)     ADJUSTED  
 DL1427* NAVD 88     -        50.13   (+/-2cm)     164.5    (feet)  VERTCON   
 DL1427  ___________________________________________________________________
 DL1427  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DL1427  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1427
 DL1427  HORZ ORDER  -  THIRD
 DL1427  VERT ORDER  -  THIRD ? (See Below)
 DL1427
 DL1427.The horizontal coordinates were established by classical geodetic methods
 DL1427.and adjusted by the National Geodetic Survey in September 1999..
 DL1427
 DL1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1427.The vertical order pertains to the NGVD 29 superseded value.
 DL1427
 DL1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1427
 DL1427.The geoid height was determined by GEOID03.
 DL1427
 DL1427;                    North         East     Units Scale Factor Converg.
 DL1427;SPC AR S     -   527,717.395   303,123.651   MT  0.99992585   -0 35 08.4
 DL1427;SPC AR S     - 1,731,352.82    994,498.18   sFT  0.99992585   -0 35 08.4
 DL1427;UTM  15      - 3,741,503.050   495,702.457   MT  0.99960023   -0 01 33.0
 DL1427
 DL1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1427!SPC AR S     -   0.99999630  x   0.99992585  =   0.99992215
 DL1427!UTM  15      -   0.99999630  x   0.99960023  =   0.99959653
 DL1427
 DL1427|---------------------------------------------------------------------|
 DL1427| PID    Reference Object                     Distance      Geod. Az  |
 DL1427|                                                           dddmmss.s |
 DL1427| CX5005 BEECH RM 1                           26.064 METERS 03911     |
 DL1427| DL1428 LACKLAND                            APPROX.18.2 KM 2515230.2 |
 DL1427| CX5004 BEECH AZ MK                                        2755303.4 |
 DL1427| CX5006 BEECH RM 2                           29.539 METERS 31638     |
 DL1427|---------------------------------------------------------------------|
 DL1427
 DL1427                          SUPERSEDED SURVEY CONTROL
 DL1427
 DL1427  NAD 83(1997)-  33 48 49.40555(N)    093 02 47.15936(W) AD(       ) 3
 DL1427  NAD 83(1986)-  33 48 49.40704(N)    093 02 47.15862(W) AD(       ) 3
 DL1427  NAD 27      -  33 48 49.02790(N)    093 02 46.55480(W) AD(       ) 3
 DL1427  NGVD 29 (07/19/86)   50.15   (m)          164.5    (f) LEVELING    3  
 DL1427
 DL1427.Superseded values are not recommended for survey control.
 DL1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1427.See file dsdata.txt to determine how the superseded data were derived.
 DL1427
 DL1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9570241503(NAD 83)
 DL1427_MARKER: DS = TRIANGULATION STATION DISK
 DL1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1427
 DL1427  HISTORY     - Date     Condition        Report By
 DL1427  HISTORY     - 1957     MONUMENTED       CGS
 DL1427  HISTORY     - 1963     GOOD             CGS
 DL1427  HISTORY     - 1964     GOOD             CGS
 DL1427  HISTORY     - 1969     GOOD             USGS
 DL1427
 DL1427                          STATION DESCRIPTION
 DL1427
 DL1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1427'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF WHELEN
 DL1427'SPRINGS AND ON A SMALL SANDY RISE.  THE STATION MARK IS 101
 DL1427'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 79 FEET NORTH OF
 DL1427'A 36 INCH PINE TREE AND 69 FEET SOUTH OF A FENCE LINE.  IT
 DL1427'IS STAMPED BEECH 1957 AND PROJECTS 2 INCHES.
 DL1427'
 DL1427'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTER OF A GRAVELED
 DL1427'ROAD AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED BEECH NO
 DL1427'1 1957 AND PROJECTS 6 INCHES.
 DL1427'
 DL1427'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF A GRAVELED
 DL1427'ROAD AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED BEECH NO 2
 DL1427'1957 AND PROJECTS 6 INCHES.
 DL1427'
 DL1427'AZIMUTH MARK IS 41 FEET NORTH OF THE CENTER OF A GRAVELED
 DL1427'ROAD AND 3 FEET NORTHEAST OF A POWER LINE POLE.  IT IS
 DL1427'STAMPED BEECH 1957 AND PROJECTS 6 INCHES.
 DL1427'
 DL1427'TO REACH STATION FROM POST OFFICE IN WHELEN SPRINGS GO EAST
 DL1427'0.2 MILE TO WHERE THE MAIN ROAD TURNS SOUTH, TURN RIGHT
 DL1427'AND GO SOUTH ON GRAVELED ROAD FOR 1.05 MILES TO WHERE THE
 DL1427'ROAD TURNS EAST, GO EAST ON GRAVELED ROAD FOR 2.55 MILES TO
 DL1427'CROSSROADS, CONTINUE EAST FOR 0.1 MILE TO A T ROAD ON LEFT,
 DL1427'CONTINUE ON EAST FOR 1.5 MILES TO AZIMUTH MARK ON LEFT AS
 DL1427'DESCRIBED, CONTINUE ON EAST FOR 0.25 MILE TO STATION ON RIGHT
 DL1427'AS DESCRIBED.
 DL1427'
 DL1427'HEIGHT OF LIGHT ABOVE STATION MARK 30.34 METERS.
 DL1427
 DL1427                          STATION RECOVERY (1963)
 DL1427
 DL1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1427'THE STATION, R.M. NO. 2 AND THE AZIMUTH MARK RECOVERED
 DL1427'AND FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS FOUND TO BE
 DL1427'PROJECTING ABOUT 2 FEET AND WAS TILTED.  R.M. NO. 1 WAS RESET
 DL1427'AND RESTAMPED.  IT IS 67.79 FEET SOUTHEAST OF THE STATION AND
 DL1427'1 FOOT SOUTH OF THE CEMETERY FENCE.  THE MARK PROJECTS ABOUT
 DL1427'4 INCHES AND THE DISK IS STAMPED BEECH NO 3 1950.  A DIRECTION
 DL1427'WAS NOT OBSERVED TO THIS MARK AS THE AZIMUTH MARK WAS NOT
 DL1427'VISIBLE FROM THE GROUND AT THE STATION.
 DL1427'
 DL1427'THE STATION MARK IS INSIDE THE CEMETERY, 80.5 FEET SOUTHEAST
 DL1427'OF THE SOUTHEAST CORNER OF BRICK CHURCH, 49.6 FEET NORTHEAST
 DL1427'OF THE SOUTHEAST CORNER OF THE CEMETERY, 45.7 FEET NORTH OF
 DL1427'THE SOUTH FENCE OF CEMETERY, 27.7 FEET EAST OF THE WEST FENCE
 DL1427'AND IS FLUSH WITH THE GROUND.
 DL1427'
 DL1427'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1427'FOR RECOVERY.
 DL1427
 DL1427                          STATION RECOVERY (1964)
 DL1427
 DL1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1427'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 DL1427'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 DL1427'DESTROYED.  THE TOP OF THE CONCRETE POST WAS FOUND TO BE BROKEN
 DL1427'OFF AND THE DISK WAS GONE.  NO OBJECTS WERE VISABLE FROM THE
 DL1427'GROUND AT THE STATION SO THIS MARK COULD NOT BE REPLACED.
 DL1427'
 DL1427'TO REACH THE STATION FROM WHELEN SPRINGS, FROM THE POST OFFICE,
 DL1427'GO EAST FOR 0.2 MILE TO POINT WHERE MAIN ROAD TURNS RIGHT,
 DL1427'TURN RIGHT AND GO SOUTH FOR 1.05 MILES TO POINT WHERE MAIN
 DL1427'ROAD TURNS LEFT, TURN LEFT AND GO EAST FOR 2.55 MILES TO
 DL1427'CROSSROADS, CONTINUE EAST FOR 0.1 MILE TO A SIDE ROAD LEFT,
 DL1427'CONTINUE EAST FOR 1.65 MILES TO A FIELD ENTRANCE ON LEFT AND
 DL1427'METAL WITNESS POST AND R.M. NO. 2 ON THE RIGHT.
 DL1427'
 DL1427'R.M. NO. 2 IS 32 FEET SOUTH OF CENTERLINE OF ROAD AND 1-1/2 FEET
 DL1427'WEST OF A METAL WITNESS POST.  THE STATION MARK IS ABOUT 97
 DL1427'FEET SOUTHEAST OF THIS REFERENCE MARK.
 DL1427
 DL1427                          STATION RECOVERY (1969)
 DL1427
 DL1427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1427'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DL1427'THE AZ. MARK WAS NOT FOUND.  THE OLD DESCRIPTION IS ADQUATE.
 DL1427'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1493 ***********************************************************************
 DL1493  DESIGNATION -  BEECH
 DL1493  PID         -  DL1493
 DL1493  STATE/COUNTY-  AR/COLUMBIA
 DL1493  USGS QUAD   -  WALDO (1968)
 DL1493
 DL1493                         *CURRENT SURVEY CONTROL
 DL1493  ___________________________________________________________________
 DL1493* NAD 83(1997)-  33 22 23.74918(N)    093 21 44.31109(W)     ADJUSTED  
 DL1493* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 DL1493  ___________________________________________________________________
 DL1493  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DL1493  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DL1493
 DL1493  HORZ ORDER  -  FIRST
 DL1493
 DL1493.The horizontal coordinates were established by classical geodetic methods
 DL1493.and adjusted by the National Geodetic Survey in September 1999..
 DL1493
 DL1493.The orthometric height was scaled from a topographic map.
 DL1493
 DL1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1493
 DL1493.The geoid height was determined by GEOID03.
 DL1493
 DL1493;                    North         East     Units Scale Factor Converg.
 DL1493;SPC AR S     -   479,214.790   273,232.354   MT  0.99998456   -0 45 44.9
 DL1493;SPC AR S     - 1,572,223.86    896,429.81   sFT  0.99998456   -0 45 44.9
 DL1493;UTM  15      - 3,692,726.847   466,297.779   MT  0.99961400   -0 11 57.5
 DL1493
 DL1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1493!SPC AR S     -   0.99998487  x   0.99998456  =   0.99996943
 DL1493!UTM  15      -   0.99998487  x   0.99961400  =   0.99959888
 DL1493
 DL1493:                Primary Azimuth Mark                     Grid Az
 DL1493:SPC AR S     -  BEECH AZ MK                              116 08 40.6
 DL1493:UTM  15      -  BEECH AZ MK                              115 34 53.2
 DL1493
 DL1493|---------------------------------------------------------------------|
 DL1493| PID    Reference Object                     Distance      Geod. Az  |
 DL1493|                                                           dddmmss.s |
 DL1493| CX5001 BEECH AZ MK                                        1152255.7 |
 DL1493| CX5002 BEECH RM 1                           26.755 METERS 15535     |
 DL1493| CX5003 BEECH RM 2                           26.630 METERS 25330     |
 DL1493|---------------------------------------------------------------------|
 DL1493
 DL1493                          SUPERSEDED SURVEY CONTROL
 DL1493
 DL1493  NAD 83(1997)-  33 22 23.75665(N)    093 21 44.30267(W) AD(       ) 1
 DL1493  NAD 83(1986)-  33 22 23.75969(N)    093 21 44.29937(W) AD(       ) 1
 DL1493  NAD 27      -  33 22 23.31000(N)    093 21 43.67500(W) AD(       ) 1
 DL1493
 DL1493.Superseded values are not recommended for survey control.
 DL1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1493.See file dsdata.txt to determine how the superseded data were derived.
 DL1493
 DL1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6629892727(NAD 83)
 DL1493_MARKER: DS = TRIANGULATION STATION DISK
 DL1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1493+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 DL1493
 DL1493  HISTORY     - Date     Condition        Report By
 DL1493  HISTORY     - 1950     MONUMENTED       CGS
 DL1493  HISTORY     - 20040521 GOOD             INDIV
 DL1493
 DL1493                          STATION DESCRIPTION
 DL1493
 DL1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1493'THE STATION IS LOCATED ABOUT 4.0 MILES WEST AND 1-1/2 MILES
 DL1493'NORTH OF WALDO AND 4.0 MILES EAST AND 1.0 MILE NORTH OF BUCKNER,
 DL1493'ON THE NORTH SIDE OF EAST-WEST ROAD AND ON THE GROUNDS OF THE
 DL1493'BEECH CREEK METHODIST CHURCH.  IT IS 40 FEET EAST OF THE
 DL1493'SOUTHEAST CORNER OF THE CHURCH AND 17 FEET SOUTHWEST OF THE
 DL1493'OFF-SET IN FENCE LINE AROUND THE CEMETERY.  IT IS STAMPED
 DL1493'BEECH 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 DL1493'
 DL1493'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION, 35
 DL1493'FEET NORTH OF THE CENTER OF EAST-WEST ROAD AND 1 FOOT NORTH
 DL1493'OF WITNESS POST.  IT IS STAMPED BEECH NO 1 1950 AND PROJECTS
 DL1493'2 INCHES.
 DL1493'
 DL1493'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, 39 FEET
 DL1493'SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH AND 2 FEET NORTHWEST
 DL1493'OF POWER LINE POLE.  IT IS STAMPED BEECH NO 2 1950 AND PROJECTS
 DL1493'2 INCHES.
 DL1493'
 DL1493'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 132.05 FEET.
 DL1493'
 DL1493'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST-SOUTHEAST OF THE
 DL1493'STATION, 30 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 12
 DL1493'FEET EAST OF POWER LINE POLE AND 3 FEET WEST OF WITNESS POST.
 DL1493'IT IS STAMPED BEECH 1950 AND PROJECTS 3 INCHES.
 DL1493'
 DL1493'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE RAILROAD
 DL1493'STATION IN WALDO, GO WEST ON GRAVELED STREET ON THE NORTH
 DL1493'SIDE OF RAILROAD TRACKS FOR 0.2 MILE TO CROSSROAD, TURN RIGHT
 DL1493'AND GO NORTH AND WEST ON MAIN ROAD FOR 0.65 MILE TO FORKS,
 DL1493'BEAR LEFT AND CONTINUE WEST ON GRADED ROAD FOR 3.3 MILES TO THE
 DL1493'AZIMUTH MARK ON THE SOUTH SIDE AS DESCRIBED, CONTINUE WEST
 DL1493'ON GRADED ROAD FOR 0.35 MILE TO THE BEECH CREEK METHODIST
 DL1493'CHURCH ON THE RIGHT AND STATION AS DESCRIBED.
 DL1493'
 DL1493'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1493
 DL1493                          STATION RECOVERY (2004)
 DL1493
 DL1493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RLC)
 DL1493'REFERENCE   4FT CHAIN LINK FCP 50FT SW   SEC CHURCH BLDG 54.30FT NW
 DL1493'FIBERGLASS WITNESS POST 1FT N
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1807 ***********************************************************************
 FF1807  DESIGNATION -  BEEDEVILLE
 FF1807  PID         -  FF1807
 FF1807  STATE/COUNTY-  AR/JACKSON
 FF1807  USGS QUAD   -  BEEDEVILLE (1980)
 FF1807
 FF1807                         *CURRENT SURVEY CONTROL
 FF1807  ___________________________________________________________________
 FF1807* NAD 83(1997)-  35 25 30.68982(N)    091 06 38.18298(W)     ADJUSTED  
 FF1807* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 FF1807  ___________________________________________________________________
 FF1807  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FF1807  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF1807
 FF1807  HORZ ORDER  -  SECOND
 FF1807
 FF1807.The horizontal coordinates were established by classical geodetic methods
 FF1807.and adjusted by the National Geodetic Survey in September 1999..
 FF1807
 FF1807.The orthometric height was scaled from a topographic map.
 FF1807
 FF1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1807
 FF1807.The geoid height was determined by GEOID03.
 FF1807
 FF1807;                    North         East     Units Scale Factor Converg.
 FF1807;SPC AR N     -   121,496.893   480,762.927   MT  0.99993977   +0 31 03.1
 FF1807;SPC AR N     -   398,611.06  1,577,303.04   sFT  0.99993977   +0 31 03.1
 FF1807;UTM  15      - 3,921,836.483   671,523.979   MT  0.99996257   +1 05 43.6
 FF1807
 FF1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1807!SPC AR N     -   0.99999378  x   0.99993977  =   0.99993355
 FF1807!UTM  15      -   0.99999378  x   0.99996257  =   0.99995635
 FF1807
 FF1807|---------------------------------------------------------------------|
 FF1807| PID    Reference Object                     Distance      Geod. Az  |
 FF1807|                                                           dddmmss.s |
 FF1807| CI1076 BEEDEVILLE RM 1                      26.500 METERS 03344     |
 FF1807| FF2098 HICKORY RIDGE RICE GROWER ELEV      APPROX.10.7 KM 1052236.5 |
 FF1807| CI1077 BEEDEVILLE RM 2                      23.805 METERS 16229     |
 FF1807| CI1075 BEEDEVILLE AZ MK                                   1931702.3 |
 FF1807|---------------------------------------------------------------------|
 FF1807
 FF1807                          SUPERSEDED SURVEY CONTROL
 FF1807
 FF1807  NAD 83(1986)-  35 25 30.70095(N)    091 06 38.18232(W) AD(       ) 2
 FF1807  NAD 27      -  35 25 30.40090(N)    091 06 37.74100(W) AD(       ) 2
 FF1807
 FF1807.Superseded values are not recommended for survey control.
 FF1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1807.See file dsdata.txt to determine how the superseded data were derived.
 FF1807
 FF1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7152421836(NAD 83)
 FF1807_MARKER: DS = TRIANGULATION STATION DISK
 FF1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1807
 FF1807  HISTORY     - Date     Condition        Report By
 FF1807  HISTORY     - 1954     MONUMENTED       CGS
 FF1807
 FF1807                          STATION DESCRIPTION
 FF1807
 FF1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1807'THE STATION IS ABOUT 0.25 MILE SOUTH OF THE POST OFFICE
 FF1807'IN BEEDEVILLE, IN SECTION 8, T 9 N, R 1 W, AND ON LAND
 FF1807'OWNED BY C. M. BALLARD.  IT IS 70 FEET WEST OF THE CENTER
 FF1807'OF STATE HIGHWAY 37, 83 FEET SOUTH OF A FENCE, 31 FEET WEST
 FF1807'OF A FENCE AND 10 FEET WEST OF A 4 X 4 INCH WHITE WITNESS
 FF1807'POST.
 FF1807'
 FF1807'TO REACH THE STATION FROM THE POST OFFICE IN BEEDEVILLE, GO
 FF1807'SOUTH ON HIGHWAY 37 FOR 0.25 MILE TO THE STATION ON THE RIGHT,
 FF1807'CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH
 FF1807'MARK ON THE LEFT.
 FF1807'
 FF1807'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 FF1807'AND THE DISK IS STAMPED BEEDEVILLE 1954.
 FF1807'
 FF1807'REFERENCE MARK 1 IS 43 FEET WEST OF THE CENTER OF THE HIGHWAY
 FF1807'AND 2 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK PROJECTS
 FF1807'3 INCHES AND THE DISK IS STAMPED BEEDEVILLE NO 1 1954.
 FF1807'
 FF1807'REFERENCE MARK 2 IS 28 FEET WEST OF THE CENTER OF THE HIGHWAY
 FF1807'AND 10 FEET EAST OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 FF1807'AND THE DISK IS STAMPED BEEDEVILLE NO 2 1954.
 FF1807'
 FF1807'THE AZIMUTH MARK IS 42 FEET EAST OF THE CENTER OF THE HIGHWAY,
 FF1807'8 FEET NORTH OF A POWERLINE POLE, 2 FEET SOUTHWEST OF A
 FF1807'4 X 4 INCH WHITE WITNESS POST AND 2 FEET WEST OF A FENCE.
 FF1807'THE MARK PROJECTS 6 ILNCHES AND THE DISK IS STAMPED BEEDEVILLE
 FF1807'1954.
 FF1807'
 FF1807'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1949 ***********************************************************************
 FF1949  DESIGNATION -  BEEF
 FF1949  PID         -  FF1949
 FF1949  STATE/COUNTY-  AR/CRITTENDEN
 FF1949  USGS QUAD   -  JERICHO (1993)
 FF1949
 FF1949                         *CURRENT SURVEY CONTROL
 FF1949  ___________________________________________________________________
 FF1949* NAD 83(1997)-  35 15 53.76465(N)    090 10 00.36654(W)     ADJUSTED  
 FF1949* NAVD 88     -        75.2    (meters)     247.     (feet)  VERTCON   
 FF1949  ___________________________________________________________________
 FF1949  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FF1949  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1949
 FF1949  HORZ ORDER  -  FIRST
 FF1949
 FF1949.The horizontal coordinates were established by classical geodetic methods
 FF1949.and adjusted by the National Geodetic Survey in September 1999..
 FF1949
 FF1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1949
 FF1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1949
 FF1949.The geoid height was determined by GEOID03.
 FF1949
 FF1949;                    North         East     Units Scale Factor Converg.
 FF1949;SPC AR N     -   104,905.856   566,793.405   MT  0.99995137   +1 04 00.3
 FF1949;SPC AR N     -   344,178.63  1,859,554.70   sFT  0.99995137   +1 04 00.3
 FF1949;SPC TN       -   111,431.390   220,968.942   MT  0.99999740   -2 26 21.8
 FF1949;SPC TN       -   365,587.82    724,962.27   sFT  0.99999740   -2 26 21.8
 FF1949;UTM  15      - 3,906,104.889   757,736.286   MT  1.00041873   +1 38 12.1
 FF1949
 FF1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1949!SPC AR N     -   0.99999248  x   0.99995137  =   0.99994385
 FF1949!SPC TN       -   0.99999248  x   0.99999740  =   0.99998988
 FF1949!UTM  15      -   0.99999248  x   1.00041873  =   1.00041121
 FF1949
 FF1949|---------------------------------------------------------------------|
 FF1949| PID    Reference Object                     Distance      Geod. Az  |
 FF1949|                                                           dddmmss.s |
 FF1949| CI2954 BEEF RM 1                            25.902 METERS 13621     |
 FF1949| FF1953 BEEF AZ MK TPT                      410.128 METERS 1483542.8 |
 FF1949| FF1952 BEEF AZ MK                          418.090 METERS 1483538.6 |
 FF1949| FF2041 MARION MUNICIPAL TANK               APPROX. 6.0 KM 2051358.1 |
 FF1949| FF2042 MARION CRITTENDEN CO MAST           APPROX. 6.1 KM 2065956.1 |
 FF1949| FF1950 CLARKEDALE JERICHO MUN TANK         APPROX. 4.9 KM 3200938.7 |
 FF1949| CI2955 BEEF RM 2                            25.368 METERS 34243     |
 FF1949|---------------------------------------------------------------------|
 FF1949
 FF1949                          SUPERSEDED SURVEY CONTROL
 FF1949
 FF1949  NAD 83(1997)-  35 15 53.76491(N)    090 10 00.36647(W) AD(       ) 1
 FF1949  NAD 83(1997)-  35 15 53.77129(N)    090 10 00.36755(W) AD(       ) 1
 FF1949  NAD 83(1986)-  35 15 53.77539(N)    090 10 00.36741(W) AD(       ) 1
 FF1949  NAD 27      -  35 15 53.45786(N)    090 10 00.02990(W) AD(       ) 1
 FF1949  NGVD 29 (07/19/86)   75.2    (m)          247.     (f) VERT ANG       
 FF1949
 FF1949.Superseded values are not recommended for survey control.
 FF1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1949.See file dsdata.txt to determine how the superseded data were derived.
 FF1949
 FF1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5773606105(NAD 83)
 FF1949_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1949
 FF1949  HISTORY     - Date     Condition        Report By
 FF1949  HISTORY     - 1979     MONUMENTED       NGS
 FF1949
 FF1949                          STATION DESCRIPTION
 FF1949
 FF1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1949'THE STATION IS LOCATED
 FF1949'ABOUT 13.3 KM NORTH OF WEST MEMPHIS, 6.4 KM NORTHEAST OF
 FF1949'MARION AND ON THE MAIN LEVEE ALONG THE WEST BANK OF THE
 FF1949'MISSISSIPPI RIVER.
 FF1949'PERMISSION FOR THE STATION WAS OBTAINED FROM
 FF1949'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 FF1949'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 FF1949'WEST MEMPHIS, AR 72301.
 FF1949'TELEPHONE NUMBER 501-735-1062.
 FF1949'
 FF1949'TO REACH THE STATION FROM THE JAMES MILL EXIT (EXIT 14) ON
 FF1949'INTERSTATE HIGHWAY 55, WHICH IS ABOUT 6.4 KM (4.0 MI)
 FF1949'NORTH OF MARION, GO EAST OF PAVED ROAD FOR 1.0 KM (0.6 MI)
 FF1949'TO THE JUNCTION OF STATE ROUTE 77.  TURN RIGHT AND GO
 FF1949'SOUTH-SOUTHEAST ON STATE HIGHWAY 77 FOR 1.8 KM (1.1 MI)
 FF1949'TO A PAVED SIDE ROAD LEFT (COUNTY ROAD 2).  TURN LEFT
 FF1949'ACROSS RAILROAD TRACKS AND GO EAST ON PAVED ROAD FOR
 FF1949'4.2 KM (2.6 MI) TO A GRAVELED SIDE ROAD LEFT.  TURN
 FF1949'LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.8 KM (1.15 MI)
 FF1949'TO A LOCKED GATE ON THE RIGHT.  TURN RIGHT, THRU GATE, AND
 FF1949'FOLLOW TRACK ROAD NORTHEAST FOR 0.3 KM (0.2 MI) TO TOP
 FF1949'OF LEVEE.  TURN RIGHT AND GO SOUTH ALONG TOP OF LEVEE FOR
 FF1949'0.2 KM (0.1 MI) TO A SLIGHT CURVE AND THE STATION ON
 FF1949'THE RIGHT.
 FF1949'
 FF1949'THE STATION IS A STANDARD NGS DISK
 FF1949'STAMPED---BEEF 1979---,
 FF1949'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1949'FLUSH WITH GROUND.  IT IS LOCATED
 FF1949'4.7 METERS WEST FROM CENTER OF LEVEE ROAD AND
 FF1949'1.4 METERS NORTH FROM A METAL WITNESS POST.
 FF1949'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF1949'STAMPED---BEEF 1979---, SET INTO AN IRREGULAR MASS OF CONCRETE
 FF1949'1 METER BELOW THE SURFACE.
 FF1949'
 FF1949'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FF1949'STAMPED---BEEF NO 1 1979---,
 FF1949'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1949'FLUSH WITH GROUND.  IT IS LOCATED
 FF1949'3.7 METERS NORTH-NORTHEAST FROM CENTER OF LEVEE ROAD AND
 FF1949'0.4 METER NORTH-NORTHWEST FROM METAL WITNESS POST.
 FF1949'MARK IS ABOVE STATION 0.5 METER.
 FF1949'
 FF1949'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FF1949'STAMPED---BEEF NO 2 1979---,
 FF1949'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1949'FLUSH WITH GROUND.  IT IS LOCATED
 FF1949'4.7 METERS WEST FROM CENTER OF LEVEE ROAD AND
 FF1949'0.4 METER SOUTH-SOUTHEAST FROM METAL WITNESS POST.
 FF1949'MARK IS LEVEL WITH STATION.
 FF1949'
 FF1949'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FF1949'STAMPED---BEEF 1979---,
 FF1949'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1949'FLUSH WITH GROUND. IT IS LOCATED
 FF1949'4.2 METERS NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1949'0.4 METER NORTHWEST FROM A METAL WITNESS POST.
 FF1949'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY
 FF1949'ON THE LEVEE FOR 0.65 KM TO THE MARK ON THE LEFT.
 FF1949'
 FF1949'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 33.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1952 ***********************************************************************
 FF1952  DESIGNATION -  BEEF AZ MK
 FF1952  PID         -  FF1952
 FF1952  STATE/COUNTY-  AR/CRITTENDEN
 FF1952  USGS QUAD   -  JERICHO (1993)
 FF1952
 FF1952                         *CURRENT SURVEY CONTROL
 FF1952  ___________________________________________________________________
 FF1952* NAD 83(1997)-  35 15 42.18572(N)    090 09 51.74733(W)     ADJUSTED  
 FF1952* NAVD 88     -        75.0    (meters)     246.     (feet)  VERTCON   
 FF1952  ___________________________________________________________________
 FF1952  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FF1952  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1952
 FF1952  HORZ ORDER  -  SECOND
 FF1952
 FF1952.The horizontal coordinates were established by classical geodetic methods
 FF1952.and adjusted by the National Geodetic Survey in September 1999..
 FF1952
 FF1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1952
 FF1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1952
 FF1952.The geoid height was determined by GEOID03.
 FF1952
 FF1952;                    North         East     Units Scale Factor Converg.
 FF1952;SPC AR N     -   104,553.152   567,017.866   MT  0.99995168   +1 04 05.3
 FF1952;SPC AR N     -   343,021.47  1,860,291.12   sFT  0.99995168   +1 04 05.3
 FF1952;SPC TN       -   111,065.603   221,171.422   MT  0.99999795   -2 26 16.8
 FF1952;SPC TN       -   364,387.73    725,626.57   sFT  0.99999795   -2 26 16.8
 FF1952;UTM  15      - 3,905,754.272   757,964.350   MT  1.00042018   +1 38 16.6
 FF1952
 FF1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1952!SPC AR N     -   0.99999251  x   0.99995168  =   0.99994419
 FF1952!SPC TN       -   0.99999251  x   0.99999795  =   0.99999046
 FF1952!UTM  15      -   0.99999251  x   1.00042018  =   1.00041269
 FF1952
 FF1952                          SUPERSEDED SURVEY CONTROL
 FF1952
 FF1952  NAD 83(1997)-  35 15 42.18597(N)    090 09 51.74726(W) AD(       ) 2
 FF1952  NAD 83(1997)-  35 15 42.19235(N)    090 09 51.74834(W) AD(       ) 2
 FF1952  NAD 83(1986)-  35 15 42.19646(N)    090 09 51.74821(W) AD(       ) 2
 FF1952  NAD 27      -  35 15 41.87870(N)    090 09 51.41088(W) AD(       ) 2
 FF1952  NGVD 29 (07/19/86)   75.0    (m)          246.     (f) VERT ANG       
 FF1952
 FF1952.Superseded values are not recommended for survey control.
 FF1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1952.See file dsdata.txt to determine how the superseded data were derived.
 FF1952
 FF1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5796405754(NAD 83)
 FF1952_MARKER: DZ = AZIMUTH MARK DISK
 FF1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1952+STABILITY: SURFACE MOTION
 FF1952
 FF1952  HISTORY     - Date     Condition        Report By
 FF1952  HISTORY     - 1979     MONUMENTED       NGS
 FF1952
 FF1952                          STATION DESCRIPTION
 FF1952
 FF1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1952'THE STATION IS LOCATED ABOUT 12.8 KILOMETERS NORTH OF WEST
 FF1952'MEMPHIS, 6 KILOMETERS NORTHEAST OF MARION AND ATOP THE WEST LEVEE
 FF1952'OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM CHIEF
 FF1952'ENGINEER, MR. B.B. FAIR, ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 FF1952'WEST MEMPHIS, AR. 72301. TELEPHONE 501-735-1062.
 FF1952'
 FF1952'TO REACH THE STATION FROM THE JAMES MILLS EXIT (NO. 14) ON
 FF1952'INTERSTATE HIGHWAY 55, ABOUT 6.4 KILOMETERS (4 MI.) NORTH OF
 FF1952'MARION, GO EAST ON A PAVED ROAD FOR 1.0 KILOMETERS (0.6 MI.) TO
 FF1952'THE JUNCTION WITH STATE HIGHWAY 77.  TURN RIGHT AND GO SOUTHERLY
 FF1952'ON STATE HIGHWAY 77 FOR 1.8 KILOMETERS (1.1 MI.) TO A SIDE ROAD
 FF1952'LEFT.  TURN LEFT AND GO EASTERLY ON COUNTY ROAD 2 FOR 4.2
 FF1952'KILOMETERS (2.6 MI.) TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO
 FF1952'NORTH FOR 1.8 KILOMETERS (1.15 MI.) TO A LOCKED GATE ON THE RIGHT.
 FF1952'TURN RIGHT, THROUGH A GATE, AND GO NORTHEAST FOR 0.3 KILOMETER
 FF1952'(0.2 MI.) TO THE TOP OF A LEVEE.  TURN RIGHT AND GO SOUTHERLY
 FF1952'ATOP THE LEVEE FOR 0.6 KILOMETER (0.35 MI.) TO THE STATION ON THE
 FF1952'LEFT.
 FF1952'
 FF1952'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FF1952'STAMPED---BEEF 1979---,
 FF1952'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1952'FLUSH WITH GROUND.  IT IS LOCATED
 FF1952'4.2 METERS NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1952'0.4 METER NORTHWEST FROM A METAL WITNESS POST.
 FF1952'
 FF1952'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1852 ***********************************************************************
 FG1852  DESIGNATION -  BELL
 FG1852  PID         -  FG1852
 FG1852  STATE/COUNTY-  AR/YELL
 FG1852  USGS QUAD   -  DANVILLE (1972)
 FG1852
 FG1852                         *CURRENT SURVEY CONTROL
 FG1852  ___________________________________________________________________
 FG1852* NAD 83(1997)-  35 06 34.73531(N)    093 27 01.06953(W)     ADJUSTED  
 FG1852* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FG1852  ___________________________________________________________________
 FG1852  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 FG1852  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FG1852
 FG1852  HORZ ORDER  -  FIRST
 FG1852
 FG1852.The horizontal coordinates were established by classical geodetic methods
 FG1852.and adjusted by the National Geodetic Survey in September 1999..
 FG1852
 FG1852.The orthometric height was scaled from a topographic map.
 FG1852
 FG1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1852
 FG1852.The geoid height was determined by GEOID03.
 FG1852
 FG1852;                    North         East     Units Scale Factor Converg.
 FG1852;SPC AR N     -    87,099.435   267,790.633   MT  0.99997002   -0 50 38.1
 FG1852;SPC AR N     -   285,758.73    878,576.44   sFT  0.99997002   -0 50 38.1
 FG1852;UTM  15      - 3,885,295.543   458,964.390   MT  0.99962075   -0 15 32.4
 FG1852
 FG1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1852!SPC AR N     -   0.99998550  x   0.99997002  =   0.99995552
 FG1852!UTM  15      -   0.99998550  x   0.99962075  =   0.99960625
 FG1852
 FG1852|---------------------------------------------------------------------|
 FG1852| PID    Reference Object                     Distance      Geod. Az  |
 FG1852|                                                           dddmmss.s |
 FG1852| CI1085 BELL RM 1                            25.491 METERS 08642     |
 FG1852| FG1851 DANVILLE MUNICIPAL TANK             APPROX. 7.8 KM 1391811.5 |
 FG1852| CI1086 BELL RM 2                           132.539 METERS 26642     |
 FG1852| CI1084 BELL AZ MK                                         3581954.3 |
 FG1852|---------------------------------------------------------------------|
 FG1852
 FG1852                          SUPERSEDED SURVEY CONTROL
 FG1852
 FG1852  NAD 83(1997)-  35 06 34.74671(N)    093 27 01.06552(W) AD(       ) 1
 FG1852  NAD 83(1986)-  35 06 34.74625(N)    093 27 01.06449(W) AD(       ) 1
 FG1852  NAD 27      -  35 06 34.42100(N)    093 27 00.39000(W) AD(       ) 1
 FG1852
 FG1852.Superseded values are not recommended for survey control.
 FG1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1852.See file dsdata.txt to determine how the superseded data were derived.
 FG1852
 FG1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5896485296(NAD 83)
 FG1852_MARKER: DS = TRIANGULATION STATION DISK
 FG1852_SETTING: 80 = SET IN A BOULDER
 FG1852_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1852
 FG1852  HISTORY     - Date     Condition        Report By
 FG1852  HISTORY     - 1940     MONUMENTED       CGS
 FG1852  HISTORY     - 1967     GOOD             CGS
 FG1852
 FG1852                          STATION DESCRIPTION
 FG1852
 FG1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1852'STATION IS ABOUT 1-1/4 MILES NNW OF BELLVILLE, 5 MILES NW
 FG1852'OF DANVILLE ON THE NORTHEASTERLY ONE OF THE TWO HIGHEST POINTS
 FG1852'ON A TIMBERED RIDGE WHICH IS THE HIGHEST IN IMMEDIATE VICINITY.
 FG1852'
 FG1852'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 FG1852'DRILL HOLES IN BOULDERS.
 FG1852'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FG1852'
 FG1852'MARK IS 19 FEET W OF TRIANGLE BLAZE IN THE TOP OF A POINTED
 FG1852'BOULDER, PROJECTING 1 FOOT AND STAMPED, BELL 1940.
 FG1852'
 FG1852'REFERENCE MARK NO.1 IS ON TOP OF RIDGE IN LARGE BOULDER WHICH
 FG1852'PROJECTS 2-1/2 FEET AND IS STAMPED BELL NO.1 1940.
 FG1852'
 FG1852'REFERENCE MARK NO.2 IS ON TOP OF RIDGE, FLUSH WITH THE GROUND
 FG1852'AND IS STAMPED BELL NO.2 1940.
 FG1852'
 FG1852'AZIMUTH MARK IS REACHED BY CONTINUING W ON MAIN ROAD WHERE
 FG1852'DIM TRACK ROAD LEADS SW, 0.75 MILE TO MARK ON RIGHT AT
 FG1852'SHARP LEFT TURN, 26 FEET NE OF ROAD, 1 FOOT S OF FENCE, 31 FEET
 FG1852'WNW OF FENCE CORNER, 4.2 FEET WNW OF WHITE WITNESS POST,
 FG1852'PROJECTING 4 INCHES AND IS STAMPED BELL 1940.
 FG1852'
 FG1852'TO REACH FROM THE RAILROAD DEPOT IN BELLVILLE, GO N ON MAIN
 FG1852'STREET FOR 0.25 MILE TO T-ROAD, TURN RIGHT AND FOLLOW MAIN
 FG1852'ROAD N AND E FOR 0.85 MILE TO FORK AT SIGN CEDAR CREEK 4
 FG1852'MILES, TAKE LEFT FORK W FOR 0.5 MILE TO PINE TREE ON LEFT
 FG1852'WITH TRIANGLE BLAZE AND DIM TRACK ROAD LEADING LEFT (SW),
 FG1852'TURN LEFT AND GO 0.2 MILE TO TOP OF HILL AND STATION AT
 FG1852'PINE TREE WITH TRIANGLE BLAZE.
 FG1852'
 FG1852'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FG1852
 FG1852                          STATION RECOVERY (1967)
 FG1852
 FG1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1852'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FG1852'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1852'
 FG1852'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE NORTHEASTERLY
 FG1852'ONE OF TWO POINTS ON A TIMBERED RIDGE, ABOUT 5 MILES NORTHWEST
 FG1852'OF DANVILLE AND 1-1/4 MILES NORTH-NORTHWEST OF BELLEVILLE.
 FG1852'
 FG1852'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 307
 FG1852'IN BELLVILLE, GO NORTH ON STATE HIGHWAY 307 FOR 1.15 MILES
 FG1852'TO A FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON GRAVELED
 FG1852'ROAD FOR 0.5 MILE TO A DIM SIDE ROAD LEFT.  (TO REACH THE
 FG1852'AZIMUTH MARK, CONTINUE AHEAD AND GO NORTHERLY ON GRAVELED
 FG1852'ROAD FOR 0.8 MILE TO A SHARP CURVE TO THE LEFT AND THE AZIMUTH
 FG1852'MARK ON THE RIGHT.) TURN LEFT AND GO WESTERLY ON DIM ROAD
 FG1852'FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 FG1852'SOUTHWESTERLY ALONG OLD WOODS ROAD FOR ABOUT 0.1 MILE TO
 FG1852'THE HIGHEST POINT AND STATION.
 FG1852'
 FG1852'STATION MARK IS A STANDARD DISK, STAMPED BELL 1940, CEMENTED IN
 FG1852'A DRILL HOLE IN A 1-1/2 BY 3 FOOT BOULDER PROJECTING 2 FEET.
 FG1852'IT IS 8 FEET SOUTH OF THE CENTER OF THE OLD TRACK ROAD, 4 FEET
 FG1852'NORTH OF A 10 INCH OAK TREE WITH A WITNESS SIGN NAILED TO
 FG1852'THE NORTH SIDE AND ON THE HIGHEST POINT OF THE RIDGE.
 FG1852'
 FG1852'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BELL NO 1 1940,
 FG1852'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER PROJECTING
 FG1852'2-1/2 FEET.  IT IS 21 FEET SOUTH OF THE CENTER OF THE TRACK
 FG1852'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1852'
 FG1852'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BELL NO 2 1940,
 FG1852'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP FLUSH
 FG1852'WITH THE GROUND.  IT IS 36 FEET NORTH OF THE CENTER OF THE
 FG1852'TRACK ROAD, 6 FEET EAST-SOUTHEAST OF A 10 INCH HICKORY TREE
 FG1852'WITH A WITNESS SIGN ON THE EAST SIDE AND ABOUT THE SAME
 FG1852'ELEVATION AS THE STATION.
 FG1852'
 FG1852'AZIMUTH MARK IS A STANDARD DISK, STAMPED BELL 1940, SET IN
 FG1852'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 FG1852'IT IS 105 FEET NORTH OF THE CENTER OF A DRIVEWAY LEADING EAST,
 FG1852'96 FEET NORTH-NORTHWEST OF A POWERLINE POLE, 23 FEET NORTHEAST
 FG1852'OF THE CENTER OF THE GRAVELED ROAD, 10 FEET EAST OF A 20
 FG1852'INCH OAK TREE AND 1 FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0710 ***********************************************************************
 GF0710  DESIGNATION -  BELL
 GF0710  PID         -  GF0710
 GF0710  STATE/COUNTY-  AR/SEARCY
 GF0710  USGS QUAD   -  ST JOE (1967)
 GF0710
 GF0710                         *CURRENT SURVEY CONTROL
 GF0710  ___________________________________________________________________
 GF0710* NAD 83(1997)-  36 03 11.89061(N)    092 49 25.73034(W)     ADJUSTED  
 GF0710* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 GF0710  ___________________________________________________________________
 GF0710  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 GF0710  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0710
 GF0710  HORZ ORDER  -  SECOND
 GF0710
 GF0710.The horizontal coordinates were established by classical geodetic methods
 GF0710.and adjusted by the National Geodetic Survey in September 1999..
 GF0710
 GF0710.The orthometric height was scaled from a topographic map.
 GF0710
 GF0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0710
 GF0710.The geoid height was determined by GEOID03.
 GF0710
 GF0710;                    North         East     Units Scale Factor Converg.
 GF0710;SPC AR N     -   191,130.360   325,775.050   MT  0.99996936   -0 28 45.8
 GF0710;SPC AR N     -   627,066.86  1,068,813.64   sFT  0.99996936   -0 28 45.8
 GF0710;UTM  15      - 3,989,874.915   515,868.542   MT  0.99960310   +0 06 13.3
 GF0710
 GF0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0710!SPC AR N     -   0.99994337  x   0.99996936  =   0.99991273
 GF0710!UTM  15      -   0.99994337  x   0.99960310  =   0.99954649
 GF0710
 GF0710:                Primary Azimuth Mark                     Grid Az
 GF0710:SPC AR N     -  BELL AZ MK                               063 12 34.2
 GF0710:UTM  15      -  BELL AZ MK                               062 37 35.1
 GF0710
 GF0710|---------------------------------------------------------------------|
 GF0710| PID    Reference Object                     Distance      Geod. Az  |
 GF0710|                                                           dddmmss.s |
 GF0710| CI1087 BELL AZ MK                                         0624348.4 |
 GF0710| CI1088 BELL RM 1                            18.236 METERS 06704     |
 GF0710| GF0809 BOAT RM 3                           APPROX.19.8 KM 2890612.5 |
 GF0710| CI1089 BELL RM 2                            24.381 METERS 33548     |
 GF0710|---------------------------------------------------------------------|
 GF0710
 GF0710                          SUPERSEDED SURVEY CONTROL
 GF0710
 GF0710  NAD 83(1986)-  36 03 11.90134(N)    092 49 25.73203(W) AD(       ) 2
 GF0710  NAD 27      -  36 03 11.62700(N)    092 49 25.13300(W) AD(       ) 2
 GF0710
 GF0710.Superseded values are not recommended for survey control.
 GF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0710.See file dsdata.txt to determine how the superseded data were derived.
 GF0710
 GF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1586989875(NAD 83)
 GF0710_MARKER: DS = TRIANGULATION STATION DISK
 GF0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0710
 GF0710  HISTORY     - Date     Condition        Report By
 GF0710  HISTORY     - 1953     MONUMENTED       CGS
 GF0710  HISTORY     - 1961     GOOD             SWBELL
 GF0710  HISTORY     - 1972     GOOD             NGS
 GF0710  HISTORY     - 1979     GOOD             LOCENG
 GF0710
 GF0710                          STATION DESCRIPTION
 GF0710
 GF0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0710'THE STATION IS IN SEC. 7, T 16 N, R 17 W, 2 MILES NORTHWEST
 GF0710'OF ST. JOE, 40 FEET SOUTH OF U.S. HIGHWAY 65, 18 FEET EAST
 GF0710'OF A FENCE CORNER, AND 13 FEET NORTHWEST OF A ROUND WITNESS
 GF0710'POST.
 GF0710'
 GF0710'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOE GO
 GF0710'WEST, NORTH AND WEST ON U.S. HIGHWAY 65 FOR 2.4 MILES TO THE
 GF0710'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON
 GF0710'THE HIGHWAY FOR 0.3 MILE TO THE STATION MARK ON THE LEFT
 GF0710'AS DESCRIBED.
 GF0710'
 GF0710'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GF0710'STAMPED BELL 1953.
 GF0710'
 GF0710'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE HIGHWAY.  THE
 GF0710'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BELL NO 1
 GF0710'1953.
 GF0710'
 GF0710'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE HIGHWAY.  THE
 GF0710'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BELL NO 2
 GF0710'1953.
 GF0710'
 GF0710'THE AZIMUTH MARK IS 45 FEET NORTH OF THE HIGHWAY, 2 FEET
 GF0710'SOUTHWEST OF A ROUND WITNESS POST, AND 1 FOOT NORTHWEST OF
 GF0710'TELEPHONE POLE NO. 345.  THE MARK PROJECTS 6 INCHES AND
 GF0710'THE DISK IS STAMPED BELL 1953.
 GF0710'
 GF0710'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0710
 GF0710                          STATION RECOVERY (1961)
 GF0710
 GF0710'RECOVERY NOTE BY SOUTH WESTERN BELL TELEPHONE COMPANY 1961
 GF0710'STATION AND REFERENCE MARKS IN GOOD CONDITION.
 GF0710
 GF0710                          STATION RECOVERY (1972)
 GF0710
 GF0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0710'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 GF0710'DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  THE DISTANCE
 GF0710'TO REFERENCE MARK 2 WAS VERIFIED AND A DIFFERENCE OF 0.11
 GF0710'FOOT WAS FOUND IN THE DISTANCE TO REFERENCE MARK 1.  FOLLOWING
 GF0710'IS A NEW COMPLETE DESCRIPTION-
 GF0710'
 GF0710'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF ST. JOE,
 GF0710'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 65, IN SECTION 7,
 GF0710'T 16 N, R 17 W.
 GF0710'
 GF0710'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOE, GO
 GF0710'NORTH AND WESTERLY ON HIGHWAY 65 FOR 2.5 MILES TO THE AZIMUTH
 GF0710'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON THE HIGHWAY
 GF0710'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 GF0710'
 GF0710'THE STATION MARK IS A STANDARD DISK STAMPED BELL 1953, SET
 GF0710'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GF0710'IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 41.5 FEET
 GF0710'SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 65, 18 FEET
 GF0710'EAST-NORTHEAST OF A CORNER FENCE POST, 16 FEET NORTH OF A
 GF0710'30-INCH OAK TREE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 GF0710'
 GF0710'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BELL NO 1 1953,
 GF0710'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 GF0710'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 69
 GF0710'FEET SOUTHEAST OF A POWER POLE, 38 FEET SOUTH-SOUTHEAST OF
 GF0710'THE CENTER OF HIGHWAY 65, 14 FEET WEST OF A 16-INCH OAK TREE
 GF0710'AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 GF0710'
 GF0710'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BELL NO 2 1953,
 GF0710'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 GF0710'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 47
 GF0710'FEET WEST-SOUTHWEST OF A POWER POLE, 36 FEET NORTH-NORTHWEST
 GF0710'OF THE CENTER OF HIGHWAY 65, 7 FEET EAST-NORTHEAST OF A
 GF0710'12-INCH OAK TREE AND 1 FOOT SOUTH-SOUTHEAST OF A FENCE.
 GF0710'
 GF0710'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELL 1953, SET
 GF0710'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GF0710'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET
 GF0710'NORTH OF THE CENTER OF HIGHWAY 65, 1.5 FEET SOUTH-SOUTHEAST
 GF0710'OF A METAL WITNESS POST AND 1 FOOT NORTHWEST OF A POWER
 GF0710'POLE.
 GF0710'
 GF0710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 GF0710'2-1/2 MILES NORTHWEST OF ST. JOE.
 GF0710
 GF0710                          STATION RECOVERY (1979)
 GF0710
 GF0710'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (RBR)
 GF0710'BELL 1953 RECOVERED IN GOOD CONDITION.
 GF0710'
 GF0710'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 GF0710'
 GF0710'RM BELL NO 1 1953 RECOVERED IN GOOD CONDITION.  (NO WITNESS POST).
 GF0710'
 GF0710'RM BELL NO 2 1953 NO GOOD MONUMENT FOUND UPROOTED BY CONSTRUCTION.
 GF0710'
 GF0710'RM NO 2 NEEDS TO BE RE-ESTABLISHED.  NEW POST OFFICE BUILT IN
 GF0710'ST. JOE.  DISTANCE FROM POST OFFICE TO AZ. MK. 2.8 MILES.
 GF0710'
 GF0710'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEC. 7, T16N,
 GF0710'R17W, 2 MILES NORTHWEST OF ST. JOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0248 ***********************************************************************
 DL0248  DESIGNATION -  BELL FIELD BOLT
 DL0248  PID         -  DL0248
 DL0248  STATE/COUNTY-  AR/UNION
 DL0248  USGS QUAD   -  CALION (1978)
 DL0248
 DL0248                         *CURRENT SURVEY CONTROL
 DL0248  ___________________________________________________________________
 DL0248* NAD 83(1986)-  33 19 37.     (N)    092 30 03.     (W)     SCALED    
 DL0248* NAVD 88     -        24.634  (meters)      80.82   (feet)  ADJUSTED  
 DL0248  ___________________________________________________________________
 DL0248  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0248  DYNAMIC HT  -          24.608 (meters)      80.73  (feet)  COMP
 DL0248  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 DL0248
 DL0248  VERT ORDER  -  SECOND    CLASS 0
 DL0248
 DL0248.The horizontal coordinates were scaled from a topographic map and have
 DL0248.an estimated accuracy of +/- 6 seconds.
 DL0248
 DL0248.The orthometric height was determined by differential leveling
 DL0248.and adjusted by the National Geodetic Survey in June 1991..
 DL0248
 DL0248.The geoid height was determined by GEOID03.
 DL0248
 DL0248.The dynamic height is computed by dividing the NAVD 88
 DL0248.geopotential number by the normal gravity value computed on the
 DL0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0248.degrees latitude (g = 980.6199 gals.).
 DL0248
 DL0248.The modeled gravity was interpolated from observed gravity values.
 DL0248
 DL0248;                    North         East    Units  Estimated Accuracy
 DL0248;SPC AR S     -   473,350.      353,370.      MT  (+/- 180 meters Scaled)
 DL0248
 DL0248                          SUPERSEDED SURVEY CONTROL
 DL0248
 DL0248  NGVD 29 (??/??/92)   24.67   (m)           80.9    (f) COMPUTED    2 0
 DL0248
 DL0248.Superseded values are not recommended for survey control.
 DL0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0248.See file dsdata.txt to determine how the superseded data were derived.
 DL0248
 DL0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS464876(NAD 83)
 DL0248_MARKER: B = BOLT
 DL0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0248
 DL0248  HISTORY     - Date     Condition        Report By
 DL0248  HISTORY     - UNK      MONUMENTED       USE
 DL0248  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0248
 DL0248                          STATION DESCRIPTION
 DL0248
 DL0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0248'1.5 MI E FROM CHAMPAGNOLLE.
 DL0248'ABOUT 1 1/4 MILES DUE EAST OF THE LANDING AT CHAMPAGNOLLE, UNION
 DL0248'COUNTY, ABOUT 500 YARDS WEST OF THE WEST BANK OF OUACHITA RIVER, ABOUT
 DL0248'HALFWAY BETWEEN A ROAD LEADING TO CHAMPAGNOLLE AND A NEIGHBORHOOD
 DL0248'ROAD, ON THE SOUTH SIDE OF A FIELD OWNED IN 1895 BY MR. BELL, AND
 DL0248'ABOUT 500 FEET FROM THE WEST END OF THE FIELD.  THE TOP OF A ROUND
 DL0248'HEADED COPPER BOLT SURROUNDED BY THE LETTERS USBM AND SET IN A
 DL0248'LIMESTONE BLOCK ABOUT 4 FEET UNDER GROUND.  ACCESS TO THE MARK IS HAD
 DL0248'THROUGH AN IRON PIPE ON THE TOP OF WHICH IS BOLTED AN IRON CAP BEARING
 DL0248'A SMALL BOSS AND THE LETTERS USEBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0607 ***********************************************************************
 GG0607  DESIGNATION -  BELLA
 GG0607  PID         -  GG0607
 GG0607  STATE/COUNTY-  AR/BENTON
 GG0607  USGS QUAD   -  BENTONVILLE NORTH (1982)
 GG0607
 GG0607                         *CURRENT SURVEY CONTROL
 GG0607  ___________________________________________________________________
 GG0607* NAD 83(1997)-  36 26 24.44202(N)    094 14 57.59417(W)     ADJUSTED  
 GG0607* NAVD 88     -       403.     (meters)    1322.     (feet)  SCALED    
 GG0607  ___________________________________________________________________
 GG0607  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GG0607  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GG0607
 GG0607  HORZ ORDER  -  THIRD
 GG0607
 GG0607.The horizontal coordinates were established by classical geodetic methods
 GG0607.and adjusted by the National Geodetic Survey in September 1999..
 GG0607
 GG0607.The orthometric height was scaled from a topographic map.
 GG0607
 GG0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0607
 GG0607.The geoid height was determined by GEOID03.
 GG0607
 GG0607;                    North         East     Units Scale Factor Converg.
 GG0607;SPC AR N     -   236,046.538   198,332.824   MT  1.00004742   -1 18 32.0
 GG0607;SPC AR N     -   774,429.35    650,696.94   sFT  1.00004742   -1 18 32.0
 GG0607;SPC MO W     -    30,371.374   872,473.626   MT  0.99994740   +0 08 56.0
 GG0607;UTM  15      - 4,033,491.491   388,027.048   MT  0.99975447   -0 44 31.8
 GG0607
 GG0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0607!SPC AR N     -   0.99994116  x   1.00004742  =   0.99998858
 GG0607!SPC MO W     -   0.99994116  x   0.99994740  =   0.99988857
 GG0607!UTM  15      -   0.99994116  x   0.99975447  =   0.99969565
 GG0607
 GG0607:                Primary Azimuth Mark                     Grid Az
 GG0607:SPC AR N     -  POWELL LOOKOUT TOWER                     025 01 53.6
 GG0607:SPC MO W     -  POWELL LOOKOUT TOWER                     023 34 25.6
 GG0607:UTM  15      -  POWELL LOOKOUT TOWER                     024 27 53.4
 GG0607
 GG0607|---------------------------------------------------------------------|
 GG0607| PID    Reference Object                     Distance      Geod. Az  |
 GG0607|                                                           dddmmss.s |
 GG0607| GG0549 POWELL LOOKOUT TOWER                APPROX.13.2 KM 0234321.6 |
 GG0607| CI1094 BELLA RM 1                           10.739 METERS 09315     |
 GG0607| GG0606 ROGERS MUNICIPAL TANK               APPROX.15.9 KM 1354944.0 |
 GG0607| CI1095 BELLA RM 2                           15.271 METERS 15817     |
 GG0607| CI1093 BELLA AZ MK                                        1703745.4 |
 GG0607|---------------------------------------------------------------------|
 GG0607
 GG0607                          SUPERSEDED SURVEY CONTROL
 GG0607
 GG0607  NAD 83(1997)-  36 26 24.44588(N)    094 14 57.59577(W) AD(       ) 3
 GG0607  NAD 83(1997)-  36 26 24.45435(N)    094 14 57.59751(W) AD(       ) 3
 GG0607  NAD 83(1986)-  36 26 24.45496(N)    094 14 57.59637(W) AD(       ) 3
 GG0607  NAD 27      -  36 26 24.18300(N)    094 14 56.85730(W) AD(       ) 3
 GG0607
 GG0607.Superseded values are not recommended for survey control.
 GG0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0607.See file dsdata.txt to determine how the superseded data were derived.
 GG0607
 GG0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8802733491(NAD 83)
 GG0607_MARKER: DS = TRIANGULATION STATION DISK
 GG0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0607
 GG0607  HISTORY     - Date     Condition        Report By
 GG0607  HISTORY     - 1961     MONUMENTED       CGS
 GG0607  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0607
 GG0607                          STATION DESCRIPTION
 GG0607
 GG0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0607'ABOUT 5 MILES NORTHWEST OF BENTONVILLE, 2 MILES NORTHWEST OF
 GG0607'BELLA VISTA AND ON PROPERTY OWNED BY MR. C.E. WEST.  IT IS
 GG0607'IN THE NORTHWEST 1/4 OF SECTION 1, T. 20 N., R. 31 W., 20 FEET
 GG0607'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 5 FEET WEST OF A
 GG0607'WITNESS POST, 5 FEET WEST OF A FENCE, 157 FEET WEST OF THE
 GG0607'NORTHWEST CORNER OF A HOUSE AND 71 FEET SOUTH OF A FENCE
 GG0607'CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BELLA
 GG0607'1961.
 GG0607'
 GG0607'TO REACH FROM THE CROSSROAD IN BELLA VISTA, GO NORTH ON U.S.
 GG0607'HIGHWAY 71 FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 GG0607'GO WEST-NORTHWEST ON A GRAVELED ROAD FOR 0.7 MILE TO A ROAD FORK.
 GG0607'TAKE LEFT FORK SOUTHWEST FOR 0.05 MILE TO TOP OF HILL AND
 GG0607'STATION ON THE RIGHT.
 GG0607'
 GG0607'TO REACH THE AZIMUTH MARK, GO SOUTH ON THE GRAVELED ROAD
 GG0607'FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GG0607'
 GG0607'REFERENCE MARK 1 IS 18 FEET EAST OF THE CENTERLINE OF A
 GG0607'GRAVELED ROAD, 30 FEET SOUTHEAST OF THE WITNESS POST AND 1
 GG0607'FOOT WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND
 GG0607'THE DISK IS STAMPED BELLA NO 1 1961.
 GG0607'
 GG0607'REFERENCE MARK 2 IS 16 FEET WEST OF THE CENTERLINE OF A
 GG0607'GRAVELED ROAD, 1 FOOT WEST OF THE FENCE AND 50 FEET SOUTH OF
 GG0607'THE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 GG0607'STAMPED BELLA NO 2 1961.
 GG0607'
 GG0607'THE AZIMUTH MARK IS 2 FEET EAST OF A WITNESS POST, 6 INCHES
 GG0607'NORTH OF A FENCE, 44 FEET NORTHEAST OF THE NORTHEAST CORNER
 GG0607'OF A FRAME HOUSE, 44 FEET WEST OF A T-FENCE CORNER AND 63 FEET
 GG0607'WEST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 GG0607'PROJECTS 6 INCHES AND THE DISK IS STAMPED BELLA 1961.
 GG0607'
 GG0607'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0607
 GG0607                          STATION RECOVERY (1988)
 GG0607
 GG0607'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0803 ***********************************************************************
 GF0803  DESIGNATION -  BELLEFONTE
 GF0803  PID         -  GF0803
 GF0803  STATE/COUNTY-  AR/BOONE
 GF0803  USGS QUAD   -  HARRISON (1975)
 GF0803
 GF0803                         *CURRENT SURVEY CONTROL
 GF0803  ___________________________________________________________________
 GF0803* NAD 83(1997)-  36 11 19.66330(N)    093 01 47.44189(W)     ADJUSTED  
 GF0803* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 GF0803  ___________________________________________________________________
 GF0803  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GF0803  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0803
 GF0803  HORZ ORDER  -  THIRD
 GF0803
 GF0803.The horizontal coordinates were established by classical geodetic methods
 GF0803.and adjusted by the National Geodetic Survey in September 1999..
 GF0803
 GF0803.The orthometric height was scaled from a topographic map.
 GF0803
 GF0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0803
 GF0803.The geoid height was determined by GEOID03.
 GF0803
 GF0803;                    North         East     Units Scale Factor Converg.
 GF0803;SPC AR N     -   206,338.378   307,369.682   MT  0.99999150   -0 35 57.4
 GF0803;SPC AR N     -   676,961.83  1,008,428.70   sFT  0.99999150   -0 35 57.4
 GF0803;UTM  15      - 4,004,889.362   497,316.570   MT  0.99960009   -0 01 03.4
 GF0803
 GF0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0803!SPC AR N     -   0.99994870  x   0.99999150  =   0.99994020
 GF0803!UTM  15      -   0.99994870  x   0.99960009  =   0.99954881
 GF0803
 GF0803|---------------------------------------------------------------------|
 GF0803| PID    Reference Object                     Distance      Geod. Az  |
 GF0803|                                                           dddmmss.s |
 GF0803| CI1098 BELLEFONTE RM 2                       9.241 METERS 14721     |
 GF0803| GF0809 BOAT RM 3                           APPROX. 8.6 KM 1810847.0 |
 GF0803| GF0804 BELLEFONTE 2                          8.942 METERS 23753     |
 GF0803| CI1097 BELLEFONTE RM 1                       9.526 METERS 32414     |
 GF0803| GF0807 BELLEFONTE ST POL RAD STA KKC       425.448 METERS 3315629.2 |
 GF0803| CI1096 BELLEFONTE AZ MK                                   3584518.4 |
 GF0803|---------------------------------------------------------------------|
 GF0803
 GF0803                          SUPERSEDED SURVEY CONTROL
 GF0803
 GF0803  NAD 83(1986)-  36 11 19.67693(N)    093 01 47.44253(W) AD(       ) 3
 GF0803  NAD 27      -  36 11 19.41300(N)    093 01 46.81800(W) AD(       ) 3
 GF0803
 GF0803.Superseded values are not recommended for survey control.
 GF0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0803.See file dsdata.txt to determine how the superseded data were derived.
 GF0803
 GF0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9731704889(NAD 83)
 GF0803_MARKER: DS = TRIANGULATION STATION DISK
 GF0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0803
 GF0803  HISTORY     - Date     Condition        Report By
 GF0803  HISTORY     - 1954     MONUMENTED       CGS
 GF0803  HISTORY     - 1965     POOR             CGS
 GF0803
 GF0803                          STATION DESCRIPTION
 GF0803
 GF0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0803'THE STATION IS IN SECTION 29, T 18 N, R 19 W, ON THE
 GF0803'RIGHT-OF-WAY OF U.S. HIGHWAY 65, ABOUT 4 MILES SOUTH OF HARRISON,
 GF0803'0.75 MILE SOUTH AND 0.75 MILE EAST OF BELLEFONTE, 0.2 MILE
 GF0803'SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 62 AND 65, 46 FEET
 GF0803'NORTH OF A TELEPHONE POLE, 36 FEET WEST OF THE CENTER OF THE
 GF0803'HIGHWAY, 6 FEET SOUTH-SOUTHEAST OF A 4 IN X 4 IN WITNESS
 GF0803'POST AND 4 FEET EAST OF A WIRE FENCE.
 GF0803'
 GF0803'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GF0803'62 AND 65, (4 MILES SOUTH OF HARRISON) GO SOUTH ON U.S. HIGHWAY
 GF0803'65 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED ABOVE.
 GF0803'
 GF0803'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 GF0803'62 AND 65, GO EAST ON U.S. HIGHWAY 62 FOR 0.25 MILE TO THE
 GF0803'MARK ON THE LEFT AS DESCRIBED.
 GF0803'
 GF0803'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GF0803'BELLEFONTE 1954.
 GF0803'
 GF0803'REFERENCE MARK 1 IS 35 FEET WEST OF THE CENTER OF THE HIGHWAY
 GF0803'AND 2 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 GF0803'AND THE DISK IS STAMPED BELLEFONTE NO 1 1954.
 GF0803'
 GF0803'REFERENCE MARK 2 IS 36 FEET WEST OF THE CENTER OF THE HIGHWAY,
 GF0803'15 FEET NORTH OF A TELEPHONE POLE AND 4 FEET EAST OF A WIRE
 GF0803'FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GF0803'BELLEFONTE NO 2 1954.
 GF0803'
 GF0803'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 GF0803'24 FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE
 GF0803'4 IN X 4 IN WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 GF0803'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GF0803'BELLEFONTE 1954.
 GF0803'
 GF0803'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF A 12-INCH
 GF0803'CONCRETE POSTS.
 GF0803'
 GF0803'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0803
 GF0803                          STATION RECOVERY (1965)
 GF0803
 GF0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 GF0803'THE STATION WAS VISITED 1-13-65 AND THE STATION SURFACE
 GF0803'MARK, R.M. NO. 1 AND NO. 2 WERE FOUND DISTURBED.  THE
 GF0803'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GF0803'FOUND IN GOOD CONDITION.  THE STATION WAS REQUESTED MOVED AT
 GF0803'THIS DATE DUE TO ROAD CONSTRUCTION, THIS WAS DONE BY
 GF0803'ESTABLISHING STATION BELLEFONTE 2 1965, 29.35 FEET WEST
 GF0803'OF THE STATION.  THE DISKS FOR THE STATION SURFACE MARK
 GF0803'AND REFERENCE MARK NO. 2 WERE RECLAIMED.  REFERENCE MARK
 GF0803'NO. 2 WAS FOUND UPROOTED AND USED TO ESTABLISH.  REFERENCE
 GF0803'MARK NO. 3 FOR THE NEW STATION.  THE AZIMUTH MARK WAS USED
 GF0803'FOR THE NEW STATION.  THE UNDERGROUND MARK WILL BE UNDER
 GF0803'THE HIGHWAY WHEN THE CONSTRUCTION IS FINISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0804 ***********************************************************************
 GF0804  DESIGNATION -  BELLEFONTE 2
 GF0804  PID         -  GF0804
 GF0804  STATE/COUNTY-  AR/BOONE
 GF0804  USGS QUAD   -  HARRISON (1975)
 GF0804
 GF0804                         *CURRENT SURVEY CONTROL
 GF0804  ___________________________________________________________________
 GF0804* NAD 83(1997)-  36 11 19.50903(N)    093 01 47.74498(W)     ADJUSTED  
 GF0804* NAVD 88     -       354.3    (meters)    1162.     (feet)  VERTCON   
 GF0804  ___________________________________________________________________
 GF0804  X           -    -272,424.000 (meters)                     COMP
 GF0804  Y           -  -5,146,718.541 (meters)                     COMP
 GF0804  Z           -   3,745,308.049 (meters)                     COMP
 GF0804  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GF0804  ELLIP HEIGHT-         326.08  (meters)          (09/24/01) GPS OBS
 GF0804  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0804
 GF0804  HORZ ORDER  -  FIRST
 GF0804  ELLP ORDER  -  FOURTH    CLASS II
 GF0804
 GF0804.The horizontal coordinates were established by GPS observations
 GF0804.and adjusted by the National Geodetic Survey in September 1999..
 GF0804.No horizontal observational check was made to the station.
 GF0804
 GF0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0804
 GF0804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0804
 GF0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0804
 GF0804.The ellipsoidal height was determined by GPS observations
 GF0804.and is referenced to NAD 83.
 GF0804
 GF0804.The geoid height was determined by GEOID03.
 GF0804
 GF0804;                    North         East     Units Scale Factor Converg.
 GF0804;SPC AR N     -   206,333.702   307,362.059   MT  0.99999149   -0 35 57.5
 GF0804;SPC AR N     -   676,946.49  1,008,403.69   sFT  0.99999149   -0 35 57.5
 GF0804;UTM  15      - 4,004,884.611   497,308.998   MT  0.99960009   -0 01 03.6
 GF0804
 GF0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0804!SPC AR N     -   0.99994883  x   0.99999149  =   0.99994032
 GF0804!UTM  15      -   0.99994883  x   0.99960009  =   0.99954894
 GF0804
 GF0804|---------------------------------------------------------------------|
 GF0804| PID    Reference Object                     Distance      Geod. Az  |
 GF0804|                                                           dddmmss.s |
 GF0804| GF0803 BELLEFONTE                            8.942 METERS 05753     |
 GF0804| CI1099 BELLEFONTE 2 RM 3                     9.191 METERS 14520     |
 GF0804| CI1100 BELLEFONTE 2 RM 4                    12.079 METERS 32524     |
 GF0804| GF0807 BELLEFONTE ST POL RAD STA KKC       426.176 METERS 3330826.2 |
 GF0804| CI1096 BELLEFONTE AZ MK                                   3592515.3 |
 GF0804|---------------------------------------------------------------------|
 GF0804
 GF0804                          SUPERSEDED SURVEY CONTROL
 GF0804
 GF0804  ELLIP H (09/14/99)  326.05   (m)                       GP(       ) 4 1
 GF0804  NAD 83(1986)-  36 11 19.52265(N)    093 01 47.74564(W) AD(       ) 1
 GF0804  NAD 27      -  36 11 19.25900(N)    093 01 47.12100(W) AD(       ) 3
 GF0804  NGVD 29 (11/13/90)  354.2    (m)         1162.     (f) GPS OBS        
 GF0804
 GF0804.Superseded values are not recommended for survey control.
 GF0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0804.See file dsdata.txt to determine how the superseded data were derived.
 GF0804
 GF0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9730904885(NAD 83)
 GF0804_MARKER: DH = HORIZONTAL CONTROL DISK
 GF0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0804_SP_SET: CONCRETE POST
 GF0804_STAMPING: BELLEFONTE 2 1965
 GF0804_MARK LOGO: CGS   
 GF0804_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0804+STABILITY: SURFACE MOTION
 GF0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0804+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1990
 GF0804
 GF0804  HISTORY     - Date     Condition        Report By
 GF0804  HISTORY     - 1965     MONUMENTED       CGS
 GF0804  HISTORY     - 1965     GOOD             CGS
 GF0804  HISTORY     - 1972     GOOD             NGS
 GF0804  HISTORY     - 1979     GOOD             LOCENG
 GF0804  HISTORY     - 19891002 GOOD             NGS
 GF0804  HISTORY     - 19900521 GOOD
 GF0804
 GF0804                          STATION DESCRIPTION
 GF0804
 GF0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AKH)
 GF0804'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 GF0804'65, 0.2 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 65 AND
 GF0804'62, ABOUT 5 MILES SOUTH OF HARRISON AND ABOUT 1.25 MILES
 GF0804'SOUTHEAST OF BELLEFONTE, IN SEC. 29, T 18 N., R 19 W.  IT
 GF0804'IS 126 FEET SOUTH OF THE CONCRETE RIGHT-OF-WAY POST 67 FEET
 GF0804'WEST OF THE CENTERLINE OF U.S. HIGHWAY 65, AT THE TOP OF THE
 GF0804'FIRST GRADE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 62 AND
 GF0804'65, 111 FEET NORTH-NORTHEAST OF AN 18-INCH SCRUB OAK TREE,
 GF0804'46 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE
 GF0804'LINE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 GF0804'STANDARD DISK, STAMPED BELLEFONTE 2 1965, PROJECTING 2 INCHES.
 GF0804'
 GF0804'REFERENCE MARK NO. 3 IS 30.15 FEET SOUTH OF THE STATION,
 GF0804'66 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT WEST OF A
 GF0804'FENCE LINE, 93 FEET NORTH EAST OF A FORKED OAK TREE, AND
 GF0804'16 FEET NORTH OF A TELEPHONE POLE.  IT IS A STANDARD DISK,
 GF0804'STAMPED BELLEFONTE 2 NO 3 1965, PROJECTING 2 INCHES.
 GF0804'
 GF0804'REFERENCE MARK NO. 4 IS 39.63 FEET NORTH OF THE STATION,
 GF0804'68 FEET WEST OF THE CENTER OF THE HIGHWAY, 87 FEET SOUTH
 GF0804'OF A CONCRETE RIGHT-OF-WAY ROAD MARKER, AND 1 FOOT WEST OF A
 GF0804'FENCE LINE.  IT IS A STANDARD DISK, STAMPED, BELLEFONTE
 GF0804'2 NO 4 1965, PROJECTING 4 INCHES.
 GF0804'
 GF0804'THE AZIMUTH MARK IS 0.5 MILE NORTH-NORTHEAST OF THE STATION,
 GF0804'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 62, 34 FEET NORTH OF
 GF0804'THE CENTER OF THE HIGHWAY 23 FEET EAST OF A TELEPHONE POLE,
 GF0804'1 FOOT SOUTH OF A FENCE LINE, 60 FEET WEST OF A CEDAR TREE IN A
 GF0804'FENCE LINE, 71 FEET WEST OF THE NORTH END OF A CULVERT UNDER
 GF0804'THE HIGHWAY AND 151 FEET WEST OF THE CENTER OF THE DRIVEWAY
 GF0804'LEADING NORTH AND 1 FOOT NORTH-NORTHWEST OF A METAL WITNESS
 GF0804'POST.  IT IS A STANDARD DISK STAMPED BELLEFONTE 1954,
 GF0804'PROJECTING 8 INCHES.
 GF0804'
 GF0804'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62
 GF0804'AND 65 (ABOUT 4 MILES SOUTH OF HARRISON), GO SOUTH ON U.S.
 GF0804'HIGHWAY 65 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 GF0804'
 GF0804'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 GF0804'62 AND 65 GO EAST ON U.S. HIGHWAY 62 FOR 0.25 MILE TO THE
 GF0804'MARK ON THE LEFT.
 GF0804'
 GF0804'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0804
 GF0804                          STATION RECOVERY (1965)
 GF0804
 GF0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GF0804'RECOVERED IN GOOD CONDITION.
 GF0804
 GF0804                          STATION RECOVERY (1972)
 GF0804
 GF0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0804'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 GF0804'ORIGINAL DESCRIPTION AND ROUTE TO REACH THE STATION ARE ADEQUATE FOR
 GF0804'RECOVERY.
 GF0804'
 GF0804'THIS STATION WAS NOT OCCUPIED THIS DATE.
 GF0804'
 GF0804'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 GF0804'SOUTHEAST OF BELLEFONTE.
 GF0804
 GF0804                          STATION RECOVERY (1979)
 GF0804
 GF0804'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (RBR)
 GF0804'BELLEFONTE 2 1965 RECOVERED IN GOOD CONDITION.
 GF0804'
 GF0804'AZ MK BELLEFONTE 1954 RECOVERED IN GOOD CONDITION.
 GF0804'
 GF0804'TIME DID NOT PERMIT SEARCH FOR REFERENCE MARKS, BUT ALL BELIEVED IN
 GF0804'GOOD CONDITION.
 GF0804'
 GF0804'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEC. 29, T 18 N, R 19 W.
 GF0804'1.25 MILES SOUTHEAST OF BELLEFONTE.
 GF0804
 GF0804                          STATION RECOVERY (1989)
 GF0804
 GF0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0804'STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) SOUTHEAST OF HARRISON, 0.4 KM
 GF0804'(0.2 MI)  SOUTHEAST OF THE STATE WEIGH STATION AT THE JUNCTION OF US
 GF0804'HIGHWAYS 62 AND 65, ON A 4 M (13.1 FT) HIGH CUTBANK, IN A PASTURE,
 GF0804'JUST INSIDE THE RIGHT-OF-WAY FENCE, IN THE NORTHWEST 1/4 OF SECTION
 GF0804'29, T 18 N, R 19 W.  OWNERSHIP--UNKNOWN.
 GF0804'TO REACH FROM THE STATE WEIGH STATION AT THE JUNCTION OF US HIGHWAYS
 GF0804'62 AND 65 IN SOUTH BELLEFONTE.  GO SOUTHEAST ON HIGHWAY 65 FOR 0.42
 GF0804'KM (0.26 MI) TO THE CUTBANK AND THE STATION ON THE RIGHT.
 GF0804'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 GF0804'PROJECTING 5 CM.  IT IS 19.7 M (64.6 FT) SOUTHWEST OF THE HIGHWAY
 GF0804'CENTER, 4 M (13.1 FT) ABOVE THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF
 GF0804'A WIRE FENCE, 0.8 M (2.6 FT)  WEST OF A PIPE WITNESS POST, AND 2 M
 GF0804'(6.6 FT) SOUTHEAST OF A CEDAR BUSH.
 GF0804'NOTE--CEDAR BUSH SHOULD BE TRIMMED OR TIED BACK FOR GPS WORK.
 GF0804
 GF0804                          STATION RECOVERY (1990)
 GF0804
 GF0804'RECOVERED 1990
 GF0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0807 ***********************************************************************
 GF0807  DESIGNATION -  BELLEFONTE ST POL RAD STA KKC
 GF0807  PID         -  GF0807
 GF0807  STATE/COUNTY-  AR/BOONE
 GF0807  USGS QUAD   -  HARRISON (1975)
 GF0807
 GF0807                         *CURRENT SURVEY CONTROL
 GF0807  ___________________________________________________________________
 GF0807* NAD 83(1997)-  36 11 31.84391(N)    093 01 55.45163(W)     ADJUSTED  
 GF0807* NAVD 88     -                                                        
 GF0807  ___________________________________________________________________
 GF0807  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GF0807  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0807
 GF0807  HORZ ORDER  -  THIRD
 GF0807
 GF0807.The horizontal coordinates were established by classical geodetic methods
 GF0807.and adjusted by the National Geodetic Survey in September 1999..
 GF0807
 GF0807
 GF0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0807
 GF0807.The geoid height was determined by GEOID03.
 GF0807
 GF0807;                    North         East     Units Scale Factor Converg.
 GF0807;SPC AR N     -   206,715.892   307,173.501   MT  0.99999212   -0 36 02.0
 GF0807;SPC AR N     -   678,200.39  1,007,785.06   sFT  0.99999212   -0 36 02.0
 GF0807;UTM  15      - 4,005,264.717   497,116.645   MT  0.99960010   -0 01 08.2
 GF0807
 GF0807                          SUPERSEDED SURVEY CONTROL
 GF0807
 GF0807  NAD 83(1986)-  36 11 31.85752(N)    093 01 55.45217(W) AD(       ) 4
 GF0807  NAD 27      -  36 11 31.59400(N)    093 01 54.82700(W) AD(       ) 3
 GF0807
 GF0807.Superseded values are not recommended for survey control.
 GF0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0807.See file dsdata.txt to determine how the superseded data were derived.
 GF0807
 GF0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9711705265(NAD 83)
 GF0807_MARKER: 43 = RADIO/TV TOWER
 GF0807
 GF0807  HISTORY     - Date     Condition        Report By
 GF0807  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0807
 GF0807                          STATION DESCRIPTION
 GF0807
 GF0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0807'THE STATION IS ABOUT 5 MILES SOUTHEAST OF HARRISON, NEAR
 GF0807'THE CENTER OF THE JUNCTION OF U.S. HIGHWAYS 62 AND 65, AND
 GF0807'IN DISTRICT NO. 7.  IT IS A STEEL STRUCTURE 250 FEET HIGH
 GF0807'HAVING A RED BLINKER LIGHT ON THE TOP.  A TRAVERSE WAS MADE
 GF0807'FROM THE CENTER OF THE BASE OF THE STRUCTURE TO TRIANGULATION
 GF0807'STATION BELLEFONTE AND THE DISTANCE WAS FOUND TO BE 1395.82
 GF0807'FEET (425.447 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1169 ***********************************************************************
 DM1169  DESIGNATION -  BELLVILLE
 DM1169  PID         -  DM1169
 DM1169  STATE/COUNTY-  AR/SEVIER
 DM1169  USGS QUAD   -  LOCKESBURG (1978)
 DM1169
 DM1169                         *CURRENT SURVEY CONTROL
 DM1169  ___________________________________________________________________
 DM1169* NAD 83(1997)-  33 56 11.24824(N)    094 10 29.69084(W)     ADJUSTED  
 DM1169* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 DM1169  ___________________________________________________________________
 DM1169  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DM1169  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DM1169
 DM1169  HORZ ORDER  -  THIRD
 DM1169
 DM1169.The horizontal coordinates were established by classical geodetic methods
 DM1169.and adjusted by the National Geodetic Survey in September 1999..
 DM1169
 DM1169.The orthometric height was scaled from a topographic map.
 DM1169
 DM1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1169
 DM1169.The geoid height was determined by GEOID03.
 DM1169
 DM1169;                    North         East     Units Scale Factor Converg.
 DM1169;SPC AR S     -   542,970.907   198,952.764   MT  0.99991992   -1 13 02.2
 DM1169;SPC AR S     - 1,781,397.05    652,730.86   sFT  0.99991992   -1 13 02.2
 DM1169;UTM  15      - 3,755,732.176   391,415.615   MT  0.99974535   -0 39 21.6
 DM1169
 DM1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1169!SPC AR S     -   0.99998641  x   0.99991992  =   0.99990633
 DM1169!UTM  15      -   0.99998641  x   0.99974535  =   0.99973177
 DM1169
 DM1169|---------------------------------------------------------------------|
 DM1169| PID    Reference Object                     Distance      Geod. Az  |
 DM1169|                                                           dddmmss.s |
 DM1169| CX5015 BELLVILLE RM 2                       17.432 METERS 00335     |
 DM1169| DM1170 LOCKESBURG MUNICIPAL TANK           APPROX. 3.6 KM 0112904.4 |
 DM1169| CX5014 BELLVILLE RM 1                       26.298 METERS 18339     |
 DM1169| DM1049 DE QUEEN                            APPROX.15.0 KM 2924525.3 |
 DM1169| CX5013 BELLVILLE AZ MK                                    3584050.9 |
 DM1169|---------------------------------------------------------------------|
 DM1169
 DM1169                          SUPERSEDED SURVEY CONTROL
 DM1169
 DM1169  NAD 83(1997)-  33 56 11.25213(N)    094 10 29.68811(W) AD(       ) 3
 DM1169  NAD 83(1997)-  33 56 11.25214(N)    094 10 29.68788(W) AD(       ) 3
 DM1169  NAD 83(1986)-  33 56 11.25579(N)    094 10 29.68318(W) AD(       ) 3
 DM1169  NAD 27      -  33 56 10.83840(N)    094 10 28.96810(W) AD(       ) 3
 DM1169
 DM1169.Superseded values are not recommended for survey control.
 DM1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1169.See file dsdata.txt to determine how the superseded data were derived.
 DM1169
 DM1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9141655732(NAD 83)
 DM1169_MARKER: DS = TRIANGULATION STATION DISK
 DM1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1169_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1169
 DM1169  HISTORY     - Date     Condition        Report By
 DM1169  HISTORY     - 1951     MONUMENTED       CGS
 DM1169  HISTORY     - 1963     GOOD             CGS
 DM1169
 DM1169                          STATION DESCRIPTION
 DM1169
 DM1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1169'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH OF LOCKESBURG,
 DM1169'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 71.  IT IS 38 FEET EAST
 DM1169'OF THE CENTER OF U.S. HIGHWAY 71, AND 9 FEET WEST OF FENCE.
 DM1169'
 DM1169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 DM1169'AND STATE HIGHWAY 24 IN LOCKESBURG, GO SOUTH ON U.S. HIGHWAY
 DM1169'71 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 DM1169'SOUTH FOR 0.9 MILE TO THE STATION ON THE LEFT.
 DM1169'
 DM1169'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DM1169'BELLVILLE 1951.
 DM1169'
 DM1169'REFERENCE MARK NO. 1 IS 47 FEET EAST OF THE CENTER OF U.S.
 DM1169'HIGHWAY 71, AND 9 FEET WEST OF THE FENCE.  THE MARK PROJECTS
 DM1169'4 INCHES AND THE DISK IS STAMPED BELLVILLE NO. 1 1951.
 DM1169'
 DM1169'REFERENCE MARK NO. 2 IS 38 FEET EAST OF THE CENTER OF U.S.
 DM1169'HIGHWAY 71, AND 9 FEET WEST OF THE FENCE.  THE MARK PROJECTS
 DM1169'4 INCHES, AND THE DISK IS STAMPED BELLVILLE NO. 2 1951.
 DM1169'
 DM1169'THE AZIMUTH MARK IS 4 FEET NORTHWEST OF A HIGHWAY RIGHT-OF-WAY
 DM1169'POST, 3 FEET EAST OF A FENCE, AND 42 FEET WEST OF THE CENTER
 DM1169'OF U.S. HIGHWAY 71.  THE MARK PROJECTS 6 INCHES, AND THE
 DM1169'DISK IS STAMPED BELLVILLE 1951.
 DM1169'
 DM1169'THE STATION, AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD
 DM1169'DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DM1169'
 DM1169'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1169
 DM1169                          STATION RECOVERY (1963)
 DM1169
 DM1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM1169'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND
 DM1169'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE
 DM1169'TILTED AT ABOUT A 45 DEGREE ANGLE.  NO OBJECTS WERE VISABLE
 DM1169'FROM THE GROUND SO THE AZIMUTH MARK COULD NOT BE RESET AT
 DM1169'THIS TIME.
 DM1169'
 DM1169'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM LOCKESBURG
 DM1169'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1553 ***********************************************************************
 DL1553  DESIGNATION -  BELTON
 DL1553  PID         -  DL1553
 DL1553  STATE/COUNTY-  AR/HEMPSTEAD
 DL1553  USGS QUAD   -  MC CASKILL (1951)
 DL1553
 DL1553                         *CURRENT SURVEY CONTROL
 DL1553  ___________________________________________________________________
 DL1553* NAD 83(1997)-  33 57 57.75739(N)    093 41 27.79029(W)     ADJUSTED  
 DL1553* NAVD 88     -       158.3    (meters)     519.     (feet)  VERTCON   
 DL1553  ___________________________________________________________________
 DL1553  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DL1553  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DL1553
 DL1553  HORZ ORDER  -  SECOND
 DL1553
 DL1553.The horizontal coordinates were established by classical geodetic methods
 DL1553.and adjusted by the National Geodetic Survey in September 1999..
 DL1553
 DL1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1553
 DL1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1553
 DL1553.The geoid height was determined by GEOID03.
 DL1553
 DL1553;                    North         East     Units Scale Factor Converg.
 DL1553;SPC AR S     -   545,407.333   243,730.046   MT  0.99991918   -0 56 47.3
 DL1553;SPC AR S     - 1,789,390.56    799,637.66   sFT  0.99991918   -0 56 47.3
 DL1553;UTM  15      - 3,758,606.095   436,156.798   MT  0.99965024   -0 23 10.0
 DL1553
 DL1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1553!SPC AR S     -   0.99997941  x   0.99991918  =   0.99989859
 DL1553!UTM  15      -   0.99997941  x   0.99965024  =   0.99962966
 DL1553
 DL1553:                Primary Azimuth Mark                     Grid Az
 DL1553:SPC AR S     -  MURFREESBORO MUNICIPAL TANK              002 35 07.9
 DL1553:UTM  15      -  MURFREESBORO MUNICIPAL TANK              002 01 30.6
 DL1553
 DL1553|---------------------------------------------------------------------|
 DL1553| PID    Reference Object                     Distance      Geod. Az  |
 DL1553|                                                           dddmmss.s |
 DL1553| EJ2008 MURFREESBORO MUNICIPAL TANK         APPROX.10.5 KM 0013820.6 |
 DL1553| CX5017 BELTON RM 1                          22.284 METERS 16949     |
 DL1553| CX5016 BELTON AZ MK                                       1883752.7 |
 DL1553| DL1552 BELTON RM 2                          18.783 METERS 26936     |
 DL1553|---------------------------------------------------------------------|
 DL1553
 DL1553                          SUPERSEDED SURVEY CONTROL
 DL1553
 DL1553  NAD 83(1997)-  33 57 57.76431(N)    093 41 27.78479(W) AD(       ) 2
 DL1553  NAD 83(1986)-  33 57 57.76648(N)    093 41 27.78103(W) AD(       ) 2
 DL1553  NAD 27      -  33 57 57.36170(N)    093 41 27.12900(W) AD(       ) 2
 DL1553  NGVD 29 (07/19/86)  158.3    (m)          519.     (f) VERT ANG       
 DL1553
 DL1553.Superseded values are not recommended for survey control.
 DL1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1553.See file dsdata.txt to determine how the superseded data were derived.
 DL1553
 DL1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3615758606(NAD 83)
 DL1553_MARKER: DS = TRIANGULATION STATION DISK
 DL1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1553
 DL1553  HISTORY     - Date     Condition        Report By
 DL1553  HISTORY     - 1957     MONUMENTED       CGS
 DL1553  HISTORY     - 1962     GOOD             CGS
 DL1553  HISTORY     - 1969     GOOD             USGS
 DL1553
 DL1553                          STATION DESCRIPTION
 DL1553
 DL1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1553'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF NASHVILLE
 DL1553'AND ABOUT 4 MILES NORTHWEST OF MC KASKILL AT THE SITE OF FIRE
 DL1553'LOOKOUT TOWER NO. 6-2, JUST EAST OF THE LOOKOUT TOWER, 67
 DL1553'FEET SOUTH OF AN EAST-WEST FENCE AND 20 FEET WEST OF A NORTH-SOUTH
 DL1553'FENCE.  THE DISK IS STAMPED BELTON 1957 AND IS FLUSH WITH
 DL1553'THE GROUND SURFACE.
 DL1553'
 DL1553'REFERENCE MARK NO. 1 IS 102.9 FEET SOUTHEAST OF THE CENTER OF
 DL1553'THE LOOKOUT TOWER, 22 FEET NORTH OF THE NORTHWEST CORNER OF
 DL1553'A GARAGE AND 19 FEET WEST OF A NORTH-SOUTH FENCE.  THE DISK
 DL1553'IS STAMPED BELTON NO 1 1957 AND IS FLUSH WITH THE GROUND
 DL1553'SURFACE.
 DL1553'
 DL1553'REFERENCE MARK NO. 2 IS DIRECTLY BENEATH THE CENTER OF THE
 DL1553'LOOKOUT TOWER.  THE DISK IS STAMPED BELTON NO 2 1957 AND IS
 DL1553'FLUSH WITH THE GROUND SURFACE.
 DL1553'
 DL1553'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 102.9 FEET.
 DL1553'
 DL1553'THE AZIMUTH MARK IS IN THE EAST EDGE OF A FIELD, 25 FEET WEST
 DL1553'OF THE CENTER OF A ROAD, 3 FEET SOUTH OF A WITNESS POST, 2
 DL1553'FEET NORTHWEST OF A POWER LINE POLE AND 1 FOOT WEST OF A
 DL1553'NORTH-SOUTH FENCE.  THE DISK IS STAMPED BELTON 1957 AND
 DL1553'PROJECTS 3 INCHES.
 DL1553'
 DL1553'TO REACH THE STATION FROM THE POST OFFICE IN NASHVILLE, GO
 DL1553'EAST AND NORTHEAST ON STATE HIGHWAYS 27 AND 24 FOR 0.35 MILE
 DL1553'TO HIGHWAY JUNCTION, TURN RIGHT AND GO EAST ON STATE HIGHWAY
 DL1553'24 FOR 8.3 MILES TO A T ROAD LEFT AT THE BELTON BAPTIST CHURCH,
 DL1553'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.55 MILE TO THE
 DL1553'AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.6
 DL1553'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.1 MILE
 DL1553'TO LOOKOUT TOWER SITE AND STATION JUST EAST AS DESCRIBED.
 DL1553'
 DL1553'HEIGHT OF LIGHT ABOVE STATION MARK 34.46 METERS.
 DL1553
 DL1553                          STATION RECOVERY (1962)
 DL1553
 DL1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DL1553'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 DL1553'GOOD CONDITION.  THE ROAD THAT LEADS NORTH TO THE STATION
 DL1553'FROM STATE HIGHWAY 24 IS ABOUT 0.1 MILE EAST OF A CHURCH AND
 DL1553'IS JUST BEFORE THE HIGHWAY BEARS TO THE RIGHT.  THE AZIMUTH
 DL1553'MARK IS ABOUT 0.6 MILE NORTH OF THE HIGHWAY AND THE ROAD THE
 DL1553'LOOKOUT TOWER AND STATION IS ABOUT 0.7 MILE NORTH OF THE
 DL1553'AZIMUTH MARK.
 DL1553'
 DL1553'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE WITH THE
 DL1553'EXCEPTION OF THE MINOR CORRECTIONS ABOVE.
 DL1553
 DL1553                          STATION RECOVERY (1969)
 DL1553
 DL1553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1553'ALL SURFACE MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DL1553'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE ENOUGH FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1552 ***********************************************************************
 DL1552  DESIGNATION -  BELTON RM 2
 DL1552  PID         -  DL1552
 DL1552  STATE/COUNTY-  AR/HEMPSTEAD
 DL1552  USGS QUAD   -  MC CASKILL (1951)
 DL1552
 DL1552                         *CURRENT SURVEY CONTROL
 DL1552  ___________________________________________________________________
 DL1552* NAD 83(1997)-  33 57 57.75322(N)    093 41 28.52191(W)     ADJUSTED  
 DL1552* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 DL1552  ___________________________________________________________________
 DL1552  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DL1552  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DL1552
 DL1552  HORZ ORDER  -  SECOND
 DL1552
 DL1552.The horizontal coordinates were established by classical geodetic methods
 DL1552.and adjusted by the National Geodetic Survey in September 1999..
 DL1552
 DL1552.The orthometric height was scaled from a topographic map.
 DL1552
 DL1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1552
 DL1552.The geoid height was determined by GEOID03.
 DL1552
 DL1552;                    North         East     Units Scale Factor Converg.
 DL1552;SPC AR S     -   545,407.514   243,711.266   MT  0.99991918   -0 56 47.7
 DL1552;SPC AR S     - 1,789,391.15    799,576.05   sFT  0.99991918   -0 56 47.7
 DL1552;UTM  15      - 3,758,606.094   436,138.022   MT  0.99965027   -0 23 10.4
 DL1552
 DL1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1552!SPC AR S     -   0.99997946  x   0.99991918  =   0.99989864
 DL1552!UTM  15      -   0.99997946  x   0.99965027  =   0.99962974
 DL1552
 DL1552                          SUPERSEDED SURVEY CONTROL
 DL1552
 DL1552  NAD 83(1997)-  33 57 57.76014(N)    093 41 28.51641(W) AD(       ) 2
 DL1552  NAD 83(1986)-  33 57 57.76230(N)    093 41 28.51265(W) AD(       ) 2
 DL1552  NAD 27      -  33 57 57.35750(N)    093 41 27.86070(W) AD(       ) 2
 DL1552
 DL1552.Superseded values are not recommended for survey control.
 DL1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1552.See file dsdata.txt to determine how the superseded data were derived.
 DL1552
 DL1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3613858606(NAD 83)
 DL1552_MARKER: 57 = LOOKOUT TOWER
 DL1552
 DL1552  HISTORY     - Date     Condition        Report By
 DL1552  HISTORY     - 1957     FIRST OBSERVED   CGS
 DL1552
 DL1552                          STATION DESCRIPTION
 DL1552
 DL1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1552'THE STATION IS AN ELEVATED, GLASS ENCLOSED, OBSERVATION CAB
 DL1552'THAT IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND HAS AN
 DL1552'OVERALL HEIGHT OF 110 FEET.
 DL1552'
 DL1552'THE TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE BASE
 DL1552'OF THE LOOKOUT TOWER TO TRIANGULATION STATION BELTON.  (SEE
 DL1552'DESCRIPTION THEREOF.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0867 ***********************************************************************
 EJ0867  DESIGNATION -  BEN
 EJ0867  PID         -  EJ0867
 EJ0867  STATE/COUNTY-  AR/SALINE
 EJ0867  USGS QUAD   -  BENTON (1984)
 EJ0867
 EJ0867                         *CURRENT SURVEY CONTROL
 EJ0867  ___________________________________________________________________
 EJ0867* NAD 83(1986)-  34 33 52.     (N)    092 35 14.     (W)     SCALED    
 EJ0867* NAVD 88     -       127.072  (meters)     416.90   (feet)  ADJUSTED  
 EJ0867  ___________________________________________________________________
 EJ0867  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ0867  DYNAMIC HT  -         126.954 (meters)     416.51  (feet)  COMP
 EJ0867  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 EJ0867
 EJ0867  VERT ORDER  -  SECOND    CLASS 0
 EJ0867
 EJ0867.The horizontal coordinates were scaled from a topographic map and have
 EJ0867.an estimated accuracy of +/- 6 seconds.
 EJ0867
 EJ0867.The orthometric height was determined by differential leveling
 EJ0867.and adjusted by the National Geodetic Survey in June 1991..
 EJ0867
 EJ0867.The geoid height was determined by GEOID03.
 EJ0867
 EJ0867.The dynamic height is computed by dividing the NAVD 88
 EJ0867.geopotential number by the normal gravity value computed on the
 EJ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0867.degrees latitude (g = 980.6199 gals.).
 EJ0867
 EJ0867.The modeled gravity was interpolated from observed gravity values.
 EJ0867
 EJ0867;                    North         East    Units  Estimated Accuracy
 EJ0867;SPC AR S     -   610,650.      346,110.      MT  (+/- 180 meters Scaled)
 EJ0867
 EJ0867                          SUPERSEDED SURVEY CONTROL
 EJ0867
 EJ0867  NGVD 29 (??/??/92)  127.096  (m)          416.98   (f) ADJ UNCH    2 0
 EJ0867
 EJ0867.Superseded values are not recommended for survey control.
 EJ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0867.See file dsdata.txt to determine how the superseded data were derived.
 EJ0867
 EJ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU378248(NAD 83)
 EJ0867_MARKER: DB = BENCH MARK DISK
 EJ0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0867_STAMPING: BEN
 EJ0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0867+STABILITY: SURFACE MOTION
 EJ0867
 EJ0867  HISTORY     - Date     Condition        Report By
 EJ0867  HISTORY     - UNK      MONUMENTED       CGS
 EJ0867  HISTORY     - 1936     GOOD             NGS
 EJ0867  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0867  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0867
 EJ0867                          STATION DESCRIPTION
 EJ0867
 EJ0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EJ0867'IN BENTON.
 EJ0867'AT BENTON, SALINE COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY 70 AND
 EJ0867'SEVIER STREET, 77.6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE COUNTY
 EJ0867'COURTHOUSE, 120 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 70, 95
 EJ0867'FEET NORTH OF THE CENTERLINE OF SEVIER STREET, AND 30 FEET WEST OF A
 EJ0867'10-INCH SYCAMORE TREE.  A STANDARD DISK, STAMPED BEN AND SET IN THE
 EJ0867'TOP OF A CONCRETE POST.
 EJ0867
 EJ0867                          STATION RECOVERY (1973)
 EJ0867
 EJ0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EJ0867'MARK NOT FOUND.
 EJ0867
 EJ0867                          STATION RECOVERY (1998)
 EJ0867
 EJ0867'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1885 ***********************************************************************
 FF1885  DESIGNATION -  BEN
 FF1885  PID         -  FF1885
 FF1885  STATE/COUNTY-  AR/STONE
 FF1885  USGS QUAD   -  DRASCO (1973)
 FF1885
 FF1885                         *CURRENT SURVEY CONTROL
 FF1885  ___________________________________________________________________
 FF1885* NAD 83(1997)-  35 42 36.63539(N)    091 56 13.33028(W)     ADJUSTED  
 FF1885* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 FF1885  ___________________________________________________________________
 FF1885  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FF1885  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1885
 FF1885  HORZ ORDER  -  THIRD
 FF1885
 FF1885.The horizontal coordinates were established by classical geodetic methods
 FF1885.and adjusted by the National Geodetic Survey in September 1999..
 FF1885
 FF1885.The orthometric height was scaled from a topographic map.
 FF1885
 FF1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1885
 FF1885.The geoid height was determined by GEOID03.
 FF1885
 FF1885;                    North         East     Units Scale Factor Converg.
 FF1885;SPC AR N     -   152,751.325   405,697.397   MT  0.99993834   +0 02 11.9
 FF1885;SPC AR N     -   501,151.64  1,331,025.54   sFT  0.99993834   +0 02 11.9
 FF1885;UTM  15      - 3,952,324.209   596,153.484   MT  0.99971393   +0 37 13.7
 FF1885
 FF1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1885!SPC AR N     -   0.99994574  x   0.99993834  =   0.99988408
 FF1885!UTM  15      -   0.99994574  x   0.99971393  =   0.99965969
 FF1885
 FF1885:                Primary Azimuth Mark                     Grid Az
 FF1885:SPC AR N     -  ALMOND LOOKOUT TOWER                     097 27 04.1
 FF1885:UTM  15      -  ALMOND LOOKOUT TOWER                     096 52 02.3
 FF1885
 FF1885|---------------------------------------------------------------------|
 FF1885| PID    Reference Object                     Distance      Geod. Az  |
 FF1885|                                                           dddmmss.s |
 FF1885| FF1882 ALMOND LOOKOUT TOWER                APPROX.13.6 KM 0972916.0 |
 FF1885| CI1101 BEN AZ MK                                          1990626.6 |
 FF1885| CI1102 BEN RM 1                             21.933 METERS 20104     |
 FF1885| CI1104 BEN RM 3 AZIMUTH                                   2031047.6 |
 FF1885| CI1103 BEN RM 2                             30.901 METERS 32505     |
 FF1885|---------------------------------------------------------------------|
 FF1885
 FF1885                          SUPERSEDED SURVEY CONTROL
 FF1885
 FF1885  NAD 83(1986)-  35 42 36.64721(N)    091 56 13.32938(W) AD(       ) 3
 FF1885  NAD 27      -  35 42 36.37700(N)    091 56 12.79900(W) AD(       ) 3
 FF1885
 FF1885.Superseded values are not recommended for survey control.
 FF1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1885.See file dsdata.txt to determine how the superseded data were derived.
 FF1885
 FF1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9615352324(NAD 83)
 FF1885_MARKER: DS = TRIANGULATION STATION DISK
 FF1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1885
 FF1885  HISTORY     - Date     Condition        Report By
 FF1885  HISTORY     - 1954     MONUMENTED       CGS
 FF1885  HISTORY     - 1974     GOOD             NGS
 FF1885
 FF1885                          STATION DESCRIPTION
 FF1885
 FF1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1885'THE STATION IS ABOUT 5 MILES NORTH AND 1/2 MILE EAST OF DRASCO,
 FF1885'5 MILES WEST AND 2-1/2 MILES NORTH OF CONCORD, AND ABOUT 0.3
 FF1885'MILE NORTH OF THE CLEBURNE-STONE COUNTY LINE, IT IS NEAR THE
 FF1885'CENTER OF THE SOUTH 1/2 OF SEC. 34, T 13N. R 9W., 31 FEET
 FF1885'EAST OF THE ROAD, 8 FEET NORTH OF A 4 BY 4 INCH WHITE WITNESS
 FF1885'POST.
 FF1885'
 FF1885'TO REACH FROM THE CROSSROADS AT THE NOAH CANNONS STORE IN
 FF1885'DRASCO, GO NORTHERLY ON STATE HIGHWAY 25 FOR 2.35 MILES TO
 FF1885'A CROSSROADS, TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD WEST
 FF1885'AND NORTH FOR 5.3 MILES TO THE TOP OF A RIDGE AND A T-ROAD
 FF1885'RIGHT EAST AND THE STATION.
 FF1885'
 FF1885'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1885'BEN 1954.
 FF1885'
 FF1885'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN OUTCROP OF ROCK
 FF1885'PROJECTING ABOUT 2 FEET HIGH, ABOUT 26 FEET EAST OF THE ROAD,
 FF1885'THE DISK IS STAMPED BEN NO 1 1954
 FF1885'
 FF1885'REFERENCE MARK NO.2 IS SET IN A DRILL HOLE IN OUTCROP OF ROCK
 FF1885'WHICH IS ABOUT FLUSH WITH THE GROUND, 30 FEET WEST OF THE
 FF1885'ROAD, THE DISK IS STAMPED BEN NO 2 1954.
 FF1885'
 FF1885'THE AZIMUTH MARK IS 17 FEET WEST OF THE ROAD, 3 FEET NORTH
 FF1885'OF A 4 BY 4 INCH WHITE WITNESS POST, 1 FOOT WEST OF FENCE
 FF1885'LINE, THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1885'BEN 1954.  TO REACH FROM THE STATION FOLLOW THE ROAD SOUTH
 FF1885'FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 FF1885'
 FF1885'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FF1885
 FF1885                          STATION RECOVERY (1974)
 FF1885
 FF1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 FF1885'THE STATION WAS VISITED 9-23-74 AND ALL MARKS WERE RECOVERED
 FF1885'IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN DANGER OF BEING
 FF1885'DESTROYED BY ROAD CONSTRUCTION.
 FF1885'
 FF1885'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS DATE AND THE DISK
 FF1885'WAS RECLAIMED FROM THE OLD AZIMUTH MARK.  A NEW DESCRIPTION
 FF1885'FOLLOWS-
 FF1885'
 FF1885'THE STATION IS LOCATED ABOUT 5 MILES NORTH AND 0.5 MILE EAST
 FF1885'OF DRASCO, 5 MILES WEST OF CONCORD AND 0.25 MILE NORTH OF
 FF1885'THE CLEBURNE-STONE COUNTY LINE ON PROPERTY OF J. C. STAIR.
 FF1885'
 FF1885'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 92 IN
 FF1885'DRASCO GO NORTHERLY ON STATE HIGHWAY 25 FOR 2.2 MILES TO THE
 FF1885'JUNCTION OF STATE HIGHWAY 5 (NOW UNDER CONSTRUCTION) ON THE
 FF1885'LEFT.  TURN LEFT AND FOLLOW STATE HIGHWAY 5 NORTHWESTERLY
 FF1885'FOR 4.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 FF1885'FOR 0.05 MILE TO CLEBURNE-STONE COUNTY LINE.  CONTINUE NORTH
 FF1885'FOR 0.25 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 FF1885'RIGHT IN THE SOUTHWEST CORNER OF A PASTURE FIELD.
 FF1885'
 FF1885'THE STATION IS A STANDARD DISK, STAMPED BEN 1954 SET IN THE
 FF1885'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS
 FF1885'90 FEET NORTH OF A POWER POLE, 39 FEET EAST OF THE CENTER OF
 FF1885'A GRADED ROAD, 39 FEET SOUTH OF A 20 INCH OAK TREE, 17.5 FEET
 FF1885'EAST-NORTHEAST OF A 10 INCH PINE TREE IN A FENCELINE AND 16
 FF1885'FEET EAST OF A METAL WITNESS POST AND SIGN.
 FF1885'
 FF1885'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A DRILL HOLE
 FF1885'IN AN OUTCROP OF ROCK PROJECTING 2 FEET STAMPED BEN NO 1 1954.
 FF1885'IT IS 30 FEET EAST OF THE CENTER OF A GRADED ROAD, 30.5 FEET
 FF1885'NORTH OF A EAST-WEST FENCELINE, 18.2 FEET NORTH OF A POWER
 FF1885'POLE AND 6.3 FEET EAST OF A NORTH-SOUTH FENCELINE.
 FF1885'
 FF1885'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A DRILL HOLE
 FF1885'IN AN OUTCROP OF ROCK FLUSH WITH THE GROUND STAMPED BEN NO
 FF1885'2 1954.  IT IS 55 FEET WEST OF A LONE 8 INCH PINE TREE IN A
 FF1885'FENCELINE AND 30 FEET WEST OF THE CENTER OF A GRADED ROAD.
 FF1885'
 FF1885'THE DISTANCE BETWEEN RM 1 AND RM 2 IS 153.677 FEET.
 FF1885'
 FF1885'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN TOP
 FF1885'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND AND STAMPED
 FF1885'BEN 1954 NO 3 1974 AZ.  IT IS 0.3 MILE SOUTH OF THE STATION,
 FF1885'0.05 MILE SOUTH OF THE STONE-CLEBURNE COUNTY LINE, 92.5 FEET
 FF1885'WEST-NORTHWEST OF POWER POLE, 38.5 FEET WEST OF THE CENTER
 FF1885'OF A NEW ROAD, 7.0 FEET SOUTH OF THE PROJECTED PLANE OF THE
 FF1885'SOUTH WALL OF A HOUSE, 1.0 FOOT EAST OF A NORTH-SOUTH FENCELINE
 FF1885'AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1165 ***********************************************************************
 DM1165  DESIGNATION -  BEN LOMMOND LOOKOUT TOWER AFC
 DM1165  PID         -  DM1165
 DM1165  STATE/COUNTY-  AR/SEVIER
 DM1165  USGS QUAD   -  BEN LOMOND (1975)
 DM1165
 DM1165                         *CURRENT SURVEY CONTROL
 DM1165  ___________________________________________________________________
 DM1165* NAD 83(1997)-  33 51 25.97483(N)    094 06 22.20525(W)     ADJUSTED  
 DM1165* NAVD 88     -                                                        
 DM1165  ___________________________________________________________________
 DM1165  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DM1165  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DM1165
 DM1165  HORZ ORDER  -  THIRD
 DM1165
 DM1165.The horizontal coordinates were established by classical geodetic methods
 DM1165.and adjusted by the National Geodetic Survey in September 1999..
 DM1165
 DM1165
 DM1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1165
 DM1165.The geoid height was determined by GEOID03.
 DM1165
 DM1165;                    North         East     Units Scale Factor Converg.
 DM1165;SPC AR S     -   534,050.947   205,125.864   MT  0.99992323   -1 10 43.7
 DM1165;SPC AR S     - 1,752,132.15    672,983.77   sFT  0.99992323   -1 10 43.7
 DM1165;UTM  15      - 3,746,874.816   397,674.741   MT  0.99972907   -0 36 58.8
 DM1165
 DM1165                          SUPERSEDED SURVEY CONTROL
 DM1165
 DM1165  NAD 83(1997)-  33 51 25.97991(N)    094 06 22.20194(W) AD(       ) 4
 DM1165  NAD 83(1997)-  33 51 25.97996(N)    094 06 22.20153(W) AD(       ) 4
 DM1165  NAD 83(1986)-  33 51 25.98222(N)    094 06 22.19665(W) AD(       ) 4
 DM1165  NAD 27      -  33 51 25.56400(N)    094 06 21.49600(W) AD(       ) 3
 DM1165
 DM1165.Superseded values are not recommended for survey control.
 DM1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1165.See file dsdata.txt to determine how the superseded data were derived.
 DM1165
 DM1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9767546875(NAD 83)
 DM1165_MARKER: 57 = LOOKOUT TOWER
 DM1165
 DM1165  HISTORY     - Date     Condition        Report By
 DM1165  HISTORY     - 1941     FIRST OBSERVED   CGS
 DM1165  HISTORY     - 1951     GOOD             CGS
 DM1165
 DM1165                          STATION DESCRIPTION
 DM1165
 DM1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DM1165'THIS INTERSECTION STATION IS LOCATED 1.6 MILES NE OF BEN LOMMOND,
 DM1165'130 FEET N OF AN E-W ROAD, AND 0.3 MILE E OF A N-S ROAD.
 DM1165'
 DM1165'THE TOWER WAS BUILT IN 1935 AND IS 108 FEET HIGH.  IT IS A
 DM1165'STEEL STRUCTURE WITH AN OBSERVATION ROOM AT THE TOP.  THE POINT
 DM1165'LOCATED WAS THE VENT AT THE CENTER OF THE TOP OF THE OBSERVATION
 DM1165'ROOM.
 DM1165
 DM1165                          STATION RECOVERY (1951)
 DM1165
 DM1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1165'ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1331 ***********************************************************************
 DL1331  DESIGNATION -  BEND
 DL1331  PID         -  DL1331
 DL1331  STATE/COUNTY-  AR/UNION
 DL1331  USGS QUAD   -  URBANA (1981)
 DL1331
 DL1331                         *CURRENT SURVEY CONTROL
 DL1331  ___________________________________________________________________
 DL1331* NAD 83(1997)-  33 07 38.84977(N)    092 24 29.01730(W)     ADJUSTED  
 DL1331* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 DL1331  ___________________________________________________________________
 DL1331  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DL1331  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL1331
 DL1331  HORZ ORDER  -  SECOND
 DL1331
 DL1331.The horizontal coordinates were established by classical geodetic methods
 DL1331.and adjusted by the National Geodetic Survey in September 1999..
 DL1331
 DL1331.The orthometric height was scaled from a topographic map.
 DL1331
 DL1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1331
 DL1331.The geoid height was determined by GEOID03.
 DL1331
 DL1331;                    North         East     Units Scale Factor Converg.
 DL1331;SPC AR S     -   451,184.845   361,918.847   MT  1.00004273   -0 13 42.2
 DL1331;SPC AR S     - 1,480,262.28  1,187,395.42   sFT  1.00004273   -0 13 42.2
 DL1331;SPC LA N     -   291,346.799 1,008,580.859   MT  1.00013759   +0 02 55.0
 DL1331;SPC LA N     -   955,860.29  3,308,985.70   sFT  1.00013759   +0 02 55.0
 DL1331;UTM  15      - 3,665,573.009   555,217.289   MT  0.99963759   +0 19 24.6
 DL1331
 DL1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1331!SPC AR S     -   0.99999628  x   1.00004273  =   1.00003901
 DL1331!SPC LA N     -   0.99999628  x   1.00013759  =   1.00013387
 DL1331!UTM  15      -   0.99999628  x   0.99963759  =   0.99963387
 DL1331
 DL1331|---------------------------------------------------------------------|
 DL1331| PID    Reference Object                     Distance      Geod. Az  |
 DL1331|                                                           dddmmss.s |
 DL1331| CY5267 BEND RM 1                            33.437 METERS 10932     |
 DL1331| DL1325 STRONG MUNICIPAL TANK               APPROX. 4.8 KM 1144751.7 |
 DL1331| DL1326 TAUNTON                             APPROX.10.3 KM 1510756.2 |
 DL1331| CY5268 BEND RM 2                            29.877 METERS 27319     |
 DL1331|---------------------------------------------------------------------|
 DL1331
 DL1331                          SUPERSEDED SURVEY CONTROL
 DL1331
 DL1331  NAD 83(1997)-  33 07 38.86021(N)    092 24 29.01049(W) AD(       ) 2
 DL1331  NAD 83(1986)-  33 07 38.86220(N)    092 24 29.00923(W) AD(       ) 2
 DL1331  NAD 27      -  33 07 38.39100(N)    092 24 28.49500(W) AD(       ) 2
 DL1331
 DL1331.Superseded values are not recommended for survey control.
 DL1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1331.See file dsdata.txt to determine how the superseded data were derived.
 DL1331
 DL1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5521765573(NAD 83)
 DL1331_MARKER: DS = TRIANGULATION STATION DISK
 DL1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1331
 DL1331  HISTORY     - Date     Condition        Report By
 DL1331  HISTORY     - 1952     MONUMENTED       CGS
 DL1331  HISTORY     - 1964     GOOD             CGS
 DL1331
 DL1331                          STATION DESCRIPTION
 DL1331
 DL1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1331'THE STATION IS IN SECTION 25 R 12 W., T 17 S., ABOUT 16 MILES
 DL1331'EAST-SOUTHEAST OF EL DORADO, 3.5 MILES WEST-NORTHWEST OF STRONG,
 DL1331'64 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 35 FEET NORTH OF A
 DL1331'UTILITY POLE AND 6.5 FEET SOUTH OF A WHITE 4 IN X 4 IN
 DL1331'WITNESS POST.
 DL1331'
 DL1331'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL1331'STATE HIGHWAY 129 IN STRONG, GO WEST AND NORTHWESTERLY ON U.S.
 DL1331'HIGHWAY 82 FOR 2.9 MILES TO A T-JUNCTION ON THE RIGHT, CONTINUE
 DL1331'WESTERLY ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE
 DL1331'RIGHT.
 DL1331'
 DL1331'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BEND
 DL1331'1952.
 DL1331'
 DL1331'REFERENCE MARK 1 IS 41 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 DL1331'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEND NO 1 1952.
 DL1331'
 DL1331'REFERENCE MARK 2 IS 41 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 DL1331'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BEND NO 2 1952.
 DL1331'
 DL1331'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 DL1331'
 DL1331'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1331
 DL1331                          STATION RECOVERY (1964)
 DL1331
 DL1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1331'THE STATION AND R.M. NO. 1 RECOVERED AND FOUND IN GOOD CONDITION.
 DL1331'R.M. NO. 2 HAS BEEN HIT AND IS TILTED.  NO AZIMUTH MARK WAS SET
 DL1331'AT THIS STATION.
 DL1331'
 DL1331'TO REACH THE STATION FROM STRONG, FROM THE JUNCTION OF U.S.
 DL1331'HIGHWAY 82 AND STATE HIGHWAY 129, GO WEST ON U.S. 82 FOR 2.35
 DL1331'MILES TO SURFACED FORKS, TAKE RIGHT FORK ON OLD HIGHWAY FOR 1.0
 DL1331'MILE TO STATION ON RIGHT WHERE SURFACED ROAD STARTS TO CURVE TO
 DL1331'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1720 ***********************************************************************
 FG1720  DESIGNATION -  BENNETT
 FG1720  PID         -  FG1720
 FG1720  STATE/COUNTY-  AR/FAULKNER
 FG1720  USGS QUAD   -  GUY (1994)
 FG1720
 FG1720                         *CURRENT SURVEY CONTROL
 FG1720  ___________________________________________________________________
 FG1720* NAD 83(1997)-  35 16 59.19149(N)    092 17 56.22251(W)     ADJUSTED  
 FG1720* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 FG1720  ___________________________________________________________________
 FG1720  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 FG1720  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG1720
 FG1720  HORZ ORDER  -  FIRST
 FG1720
 FG1720.The horizontal coordinates were established by classical geodetic methods
 FG1720.and adjusted by the National Geodetic Survey in September 1999..
 FG1720
 FG1720.The orthometric height was scaled from a topographic map.
 FG1720
 FG1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1720
 FG1720.The geoid height was determined by GEOID03.
 FG1720
 FG1720;                    North         East     Units Scale Factor Converg.
 FG1720;SPC AR N     -   105,410.621   372,805.079   MT  0.99994967   -0 10 26.3
 FG1720;SPC AR N     -   345,834.68  1,223,111.33   sFT  0.99994967   -0 10 26.3
 FG1720;UTM  15      - 3,904,664.771   563,751.324   MT  0.99965009   +0 24 17.8
 FG1720
 FG1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1720!SPC AR N     -   0.99997282  x   0.99994967  =   0.99992249
 FG1720!UTM  15      -   0.99997282  x   0.99965009  =   0.99962292
 FG1720
 FG1720|---------------------------------------------------------------------|
 FG1720| PID    Reference Object                     Distance      Geod. Az  |
 FG1720|                                                           dddmmss.s |
 FG1720| CI1106 BENNETT RM 1                         27.232 METERS 00014     |
 FG1720| FG1690 BUFFALO                             APPROX. 9.5 KM 0473828.2 |
 FG1720| CI1105 BENNETT AZ MK                                      0752335.5 |
 FG1720| CI1107 BENNETT RM 2                         20.933 METERS 26708     |
 FG1720|---------------------------------------------------------------------|
 FG1720
 FG1720                          SUPERSEDED SURVEY CONTROL
 FG1720
 FG1720  NAD 83(1986)-  35 16 59.20670(N)    092 17 56.21573(W) AD(       ) 1
 FG1720  NAD 27      -  35 16 58.90900(N)    092 17 55.66300(W) AD(       ) 1
 FG1720
 FG1720.Superseded values are not recommended for survey control.
 FG1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1720.See file dsdata.txt to determine how the superseded data were derived.
 FG1720
 FG1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6375104665(NAD 83)
 FG1720_MARKER: DS = TRIANGULATION STATION DISK
 FG1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1720
 FG1720  HISTORY     - Date     Condition        Report By
 FG1720  HISTORY     - 1940     MONUMENTED       CGS
 FG1720  HISTORY     - 1967     GOOD             CGS
 FG1720
 FG1720                          STATION DESCRIPTION
 FG1720
 FG1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1720'STATION IS LOCATED ABOUT 6 MILES NE OF GREENBRIER, 2.5 MILES
 FG1720'W OF CENTERVILLE AND ABOUT 0.75 MILE W OF BENNETT LAKE RESERVOIR
 FG1720'AT THE SUMMIT OF A TIMBERED RIDGE.
 FG1720'
 FG1720'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FG1720'DISKS SET IN CONCRETE.
 FG1720'
 FG1720'STATION MARK PROJECTS 1 INCH AND IS STAMPED BENNETT 1940.
 FG1720'IT IS 14 FEET S OF A TRIANGLE-BLAZED 14-INCH OAK TREE AND
 FG1720'6 FEET SW OF A WHITE REFERENCE POST.
 FG1720'
 FG1720'REFERENCE MARK NO.1 PROJECTS 4 INCHES, AND IS STAMPED BENNETT
 FG1720'NO.1 1940.  IT IS SET NEAR A BRUSH FENCE LINE AND IS ON
 FG1720'THE SAME LEVEL AS THE STATION.  REFERENCE MARK NO.2 PROJECTS
 FG1720'4 INCHES, AND IS STAMPED BENNETT NO.2 1940.  IT IS SET
 FG1720'AT THE S EDGE OF A FIELD NEAR EDGE OF WOODS AND IS ABOUT
 FG1720'1 FOOT LOWER THAN THE STATION.
 FG1720'
 FG1720'THE AZIMUTH MARK PROJECTS 4 INCHES, AND IS STAMPED BENNETT
 FG1720'1940.  IT IS 1 FOOT W OF A WIRE FENCE, 2 FEET N OF A WHITE
 FG1720'REFERENCE POST AND 10 FEET N OF THE CENTER OF THE DIM ROAD
 FG1720'LEADING TO STATION.
 FG1720'
 FG1720'TO REACH STATION FROM GREENBRIER, GO E ON GRAVEL ROAD 0.4
 FG1720'MILE TO A FORK, TAKE RIGHT FORK AND GO 5.2 MILES TO A ROAD
 FG1720'TO THE LEFT (N) AT A SIGN (LAKE BENNETT), TURN LEFT AND
 FG1720'GO 3.4 MILES TO A ROAD TO THE LEFT (W) AT A SIGN (BENNETT
 FG1720'PARK), TURN LEFT AND GO 0.25 MILE TO A WOODS ROAD TO THE
 FG1720'LEFT (OPPOSITE DAM SITE), TURN LEFT ON WOODS ROAD AND GO
 FG1720'0.4 MILE TO CREST OF RIDGE AND A FENCE CORNER (AZIMUTH MARK
 FG1720'ON THE RIGHT), CONTINUE ON DIM ROAD ALONG N SIDE OF FIELD
 FG1720'0.5 MILE TO A BRUSH FENCE LINE, TURN LEFT (S) AND GO 0.1
 FG1720'MILE ALONG BRUSH FENCE LINE TO STATION AT CORNER OF FIELD.
 FG1720'
 FG1720'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1720
 FG1720                          STATION RECOVERY (1967)
 FG1720
 FG1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1720'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 FG1720'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  FOLLOWING
 FG1720'IS A NEW AND COMPLETE DESCRIPTION.
 FG1720'
 FG1720'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH EAST-WEST
 FG1720'RIDGE, ABOUT 6 MILES NORTHEAST OF GREENBRIER, 2-1/2 MILES
 FG1720'WEST OF CENTERVILLE AND 1 MILE WEST OF LAKE BENNETT RESERVOIR.
 FG1720'
 FG1720'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 FG1720'HIGHWAY 25 IN THE SOUTH EDGE OF GREENBRIER, GO NORTH ON
 FG1720'U.S. HIGHWAY 65 FOR 1.5 MILES TO A SIDE ROAD RIGHT AT SIGN
 FG1720'LAKE BENNETT.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 FG1720'5.9 MILES TO A REVERSE FORK ON THE RIGHT.  CONTINUE AHEAD
 FG1720'AND GO EAST ON GRAVELED ROAD FOR 0.65 MILE TO A FORK AND
 FG1720'SIGN LAKE BENNETT.  TAKE THE LEFT FORK AND GO NORTHERLY
 FG1720'ON GRADED ROAD FOR 0.2 MILE TO A WOODS ROAD ON THE LEFT.
 FG1720'TURN LEFT AND GO WEST UP HILL ON WOODS ROAD FOR 0.4 MILE
 FG1720'TO A GATE.  PASS THROUGH GATE AND GO WEST ACROSS PASTURE
 FG1720'ON TRACK ROAD FOR 0.5 MILE.  TURN LEFT AND GO SOUTH ACROSS
 FG1720'PASTURE FOR 0.1 MILE TO THE HIGHEST POINT AND STATION.
 FG1720'
 FG1720'STATION MARK IS A STANDARD DISK, STAMPED BENNETT 1940, SET
 FG1720'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 FG1720'THE GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF THE PASTURE.
 FG1720'
 FG1720'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BENNETT NO
 FG1720'1 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1720'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION
 FG1720'AS THE STATION.
 FG1720'
 FG1720'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENNETT NO
 FG1720'2 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1720'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 1 FOOT LOWER
 FG1720'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0866 ***********************************************************************
 GF0866  DESIGNATION -  BENSON
 GF0866  PID         -  GF0866
 GF0866  STATE/COUNTY-  AR/WASHINGTON
 GF0866  USGS QUAD   -  GOSHEN (1976)
 GF0866
 GF0866                         *CURRENT SURVEY CONTROL
 GF0866  ___________________________________________________________________
 GF0866* NAD 83(1997)-  36 06 23.95148(N)    093 56 39.40939(W)     ADJUSTED  
 GF0866* NAVD 88     -       496.0    (meters)    1627.     (feet)  VERTCON   
 GF0866  ___________________________________________________________________
 GF0866  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 GF0866  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GF0866
 GF0866  HORZ ORDER  -  FIRST
 GF0866
 GF0866.The horizontal coordinates were established by classical geodetic methods
 GF0866.and adjusted by the National Geodetic Survey in September 1999..
 GF0866
 GF0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0866
 GF0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0866
 GF0866.The geoid height was determined by GEOID03.
 GF0866
 GF0866;                    North         East     Units Scale Factor Converg.
 GF0866;SPC AR N     -   198,467.822   224,948.189   MT  0.99997741   -1 07 53.0
 GF0866;SPC AR N     -   651,139.85    738,017.52   sFT  0.99997741   -1 07 53.0
 GF0866;UTM  15      - 3,996,190.699   415,007.809   MT  0.99968901   -0 33 23.4
 GF0866
 GF0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0866!SPC AR N     -   0.99992654  x   0.99997741  =   0.99990395
 GF0866!UTM  15      -   0.99992654  x   0.99968901  =   0.99961557
 GF0866
 GF0866|---------------------------------------------------------------------|
 GF0866| PID    Reference Object                     Distance      Geod. Az  |
 GF0866|                                                           dddmmss.s |
 GF0866| CI1112 BENSON RM 1                          15.555 METERS 01332     |
 GF0866| FG1934 NELSON                              APPROX.23.1 KM 1903639.9 |
 GF0866| GF0867 BENSON LOT                           21.213 METERS 21505     |
 GF0866| CI1113 BENSON RM 2                          20.280 METERS 22256     |
 GF0866| CI1111 BENSON AZ MK                                       2311341.2 |
 GF0866| GG0640 FAYETTEVILLE E MUN TANK             APPROX.18.6 KM 2550230.0 |
 GF0866| GG0615 FAYETTEVILLE SW BELL TEL MAST       APPROX.13.6 KM 2821117.9 |
 GF0866| GG0654 SPRINGDALE SW MUN TANK              APPROX.20.0 KM 2910925.6 |
 GF0866| GG0653 SPRINGDALE HEEKIN CO TANK           APPROX.18.5 KM 2931344.3 |
 GF0866| GG0614 SPRINGDALE TV CABLE TALLER MST      APPROX.15.7 KM 3023624.5 |
 GF0866| GG0613 SPRINGDALE WHITE RIVER SPIPE        APPROX.15.7 KM 3024346.6 |
 GF0866| GG0616 SPRINGDALE MUN STANDPIPE            APPROX.17.8 KM 3064941.1 |
 GF0866|---------------------------------------------------------------------|
 GF0866
 GF0866                          SUPERSEDED SURVEY CONTROL
 GF0866
 GF0866  NAD 83(1997)-  36 06 23.96262(N)    093 56 39.40966(W) AD(       ) 1
 GF0866  NAD 83(1986)-  36 06 23.96179(N)    093 56 39.40971(W) AD(       ) 1
 GF0866  NAD 27      -  36 06 23.68082(N)    093 56 38.69743(W) AD(       ) 1
 GF0866  NGVD 29 (07/19/86)  495.9    (m)         1627.     (f) VERT ANG       
 GF0866
 GF0866.Superseded values are not recommended for survey control.
 GF0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0866.See file dsdata.txt to determine how the superseded data were derived.
 GF0866
 GF0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1500896191(NAD 83)
 GF0866_MARKER: DS = TRIANGULATION STATION DISK
 GF0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0866+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 GF0866
 GF0866  HISTORY     - Date     Condition        Report By
 GF0866  HISTORY     - 1971     MONUMENTED       NGS
 GF0866  HISTORY     - 20051230 GOOD             INDIV
 GF0866
 GF0866                          STATION DESCRIPTION
 GF0866
 GF0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0866'THE STATION IS ABOUT 3 MILES SOUTH AND 4-1/2 MILES WEST OF
 GF0866'HINDSVILLE, 3-1/2 MILES EAST AND 1/2 MILE NORTH OF GOSHEN AND 2
 GF0866'MILES SOUTH OF THE VILLAGE OF MAYFIELD, IN THE SOUTHEAST 1/4 OF
 GF0866'SECTION 27, T. 17 N., R. 28 W., ON PROPERTY OF MR. BENSON AND NEAR
 GF0866'A LOOKOUT TOWER.
 GF0866'
 GF0866'TO REACH THE STATION FROM THE POST OFFICE IN GOSHEN, GO SOUTHEAST
 GF0866'ON PAVED ROAD FOR 0.25 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT
 GF0866'AND GO EAST ON GRAVELED ROAD FOR 2.2 MILES TO A T-ROAD JUNCTION.
 GF0866'TURN LEFT AND GO NORTHEAST FOR 0.05 MILE TO A GRAVELED DRIVEWAY ON
 GF0866'THE RIGHT AND A SIGN FIRE TOWER.  TURN RIGHT AND GO EAST AND
 GF0866'NORTHEAST ON DRIVEWAY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 GF0866'RIGHT.  CONTINUE NORTHEAST ON DRIVEWAY FOR 0.15 MILE TO THE
 GF0866'STATION.
 GF0866'
 GF0866'STATION MARKS ARE STANDARD DISKS, STAMPED BENSON 1971.  THE SURFACE
 GF0866'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 GF0866'THAT IS 18-INCHES BELOW THE GROUND SURFACE.  IT IS 67.3 FEET
 GF0866'NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 60.7 FEET
 GF0866'NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 54.4
 GF0866'FEET SOUTH OF A WITNESS POST AND 11.7 FEET WEST OF A FENCE.  THE
 GF0866'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GF0866'42-INCHES BELOW THE GROUND SURFACE.
 GF0866'
 GF0866'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BENSON NO 1 1971, SET
 GF0866'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 GF0866'FLUSH WITH THE GROUND SURFACE.  IT IS 3.1 FEET SOUTH OF THE
 GF0866'WITNESS POST, 1.0 FOOT WEST OF THE FENCE AND ABOUT 1 FOOT LOWER
 GF0866'THAN THE STATION.
 GF0866'
 GF0866'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENSON NO 2 1971,
 GF0866'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE
 GF0866'NORTHWEST LEG OF THE LOOKOUT TOWER.  IT IS ABOUT THE SAME ELEVATION
 GF0866'AS THE STATION.
 GF0866'
 GF0866'AZIMUTH MARK IS A STANDARD DISK, STAMPED BENSON 1971, SET IN THE TOP
 GF0866'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES
 GF0866'ABOVE THE GROUND.  IT IS 77.0 FEET SOUTHEAST OF THE CENTER OF THE
 GF0866'DRIVEWAY, 45.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 GF0866'1.5 FEET SOUTHEAST OF A WITNESS POST AND 1.0 FEET NORTHEAST OF A
 GF0866'FENCE.
 GF0866'
 GF0866'NOTE--MR BENSONS HOME IS AT THE STATION SITE.
 GF0866'
 GF0866'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 GF0866
 GF0866                          STATION RECOVERY (2005)
 GF0866
 GF0866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 GF0866'THE MONUMENT WAS RECOVERED IN GOOD CONDITION AND HAD BEEN BURIED A
 GF0866'LONG TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0599 ***********************************************************************
 GG0599  DESIGNATION -  BENT RESET
 GG0599  PID         -  GG0599
 GG0599  STATE/COUNTY-  AR/BENTON
 GG0599  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0599
 GG0599                         *CURRENT SURVEY CONTROL
 GG0599  ___________________________________________________________________
 GG0599* NAD 83(1997)-  36 20 42.73044(N)    094 13 04.05108(W)     ADJUSTED  
 GG0599* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 GG0599  ___________________________________________________________________
 GG0599  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 GG0599  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GG0599
 GG0599  HORZ ORDER  -  SECOND
 GG0599
 GG0599.The horizontal coordinates were established by classical geodetic methods
 GG0599.and adjusted by the National Geodetic Survey in September 1999..
 GG0599
 GG0599.The orthometric height was scaled from a topographic map.
 GG0599
 GG0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0599
 GG0599.The geoid height was determined by GEOID03.
 GG0599
 GG0599;                    North         East     Units Scale Factor Converg.
 GG0599;SPC AR N     -   225,451.783   200,922.854   MT  1.00002403   -1 17 25.9
 GG0599;SPC AR N     -   739,669.72    659,194.40   sFT  1.00002403   -1 17 25.9
 GG0599;SPC MO W     -    19,846.858   875,332.103   MT  0.99994908   +0 10 02.1
 GG0599;UTM  15      - 4,022,925.929   390,721.164   MT  0.99974713   -0 43 18.5
 GG0599
 GG0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0599!SPC AR N     -   0.99994241  x   1.00002403  =   0.99996643
 GG0599!SPC MO W     -   0.99994241  x   0.99994908  =   0.99989149
 GG0599!UTM  15      -   0.99994241  x   0.99974713  =   0.99968955
 GG0599
 GG0599:                Primary Azimuth Mark                     Grid Az
 GG0599:SPC AR N     -  BENTONVILLE MUNICIPAL TANK               011 48 20.2
 GG0599:SPC MO W     -  BENTONVILLE MUNICIPAL TANK               010 20 52.2
 GG0599:UTM  15      -  BENTONVILLE MUNICIPAL TANK               011 14 12.8
 GG0599
 GG0599|---------------------------------------------------------------------|
 GG0599| PID    Reference Object                     Distance      Geod. Az  |
 GG0599|                                                           dddmmss.s |
 GG0599| GG0604 BENTONVILLE MUNICIPAL TANK          APPROX. 3.2 KM 0103054.3 |
 GG0599| CI1116 BENT RM 1                            31.928 METERS 01500     |
 GG0599| CI1115 BENT AZ MK 2                                       0680852.2 |
 GG0599| CI1114 BENT AZ MK                                         0680945.3 |
 GG0599| GG0606 ROGERS MUNICIPAL TANK               APPROX. 8.3 KM 0955703.4 |
 GG0599| GG0605 ROGERS RADIO STA KAMO MAST          APPROX. 3.9 KM 1054241.0 |
 GG0599| GG0597 ROGERS TV STA KAMO CABLE MAST       APPROX. 7.8 KM 1081427.0 |
 GG0599| CI1117 BENT RM 2                            27.017 METERS 26021     |
 GG0599| GG0598 AIRPORT BN BENTONVILLE MUN APT       23.793 METERS 26858     |
 GG0599| GG0601 BENTONVILLE                         APPROX. 2.6 KM 3515925.5 |
 GG0599|---------------------------------------------------------------------|
 GG0599
 GG0599                          SUPERSEDED SURVEY CONTROL
 GG0599
 GG0599  NAD 83(1997)-  36 20 42.73561(N)    094 13 04.05429(W) AD(       ) 2
 GG0599  NAD 83(1997)-  36 20 42.74310(N)    094 13 04.05400(W) AD(       ) 2
 GG0599  NAD 83(1986)-  36 20 42.74293(N)    094 13 04.05281(W) AD(       ) 2
 GG0599  NAD 27      -  36 20 42.46870(N)    094 13 03.31270(W) AD(       ) 2
 GG0599
 GG0599.Superseded values are not recommended for survey control.
 GG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0599.See file dsdata.txt to determine how the superseded data were derived.
 GG0599
 GG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9072122926(NAD 83)
 GG0599_MARKER: DS = TRIANGULATION STATION DISK
 GG0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0599
 GG0599  HISTORY     - Date     Condition        Report By
 GG0599  HISTORY     - 1970     MONUMENTED       NGS
 GG0599  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 GG0599  HISTORY     - 1987     GOOD             USPSQD
 GG0599  HISTORY     - 1987     GOOD             USPSQD
 GG0599
 GG0599                          STATION DESCRIPTION
 GG0599
 GG0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GG0599'THE STATION MARK WAS FOUND WITH THE DISK SHEARED OFF OF THE
 GG0599'TOP OF THE CONCRETE POST BUT THE STEM WAS STILL IN PLACE.
 GG0599'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 GG0599'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND RESET
 GG0599'IN ITS APPROXIMATE POSITION BUT THE MARK HAS BEEN RESET BY
 GG0599'SOMEONE, THE ARROW WAS POINTING NORTHWEST INSTEAD OF
 GG0599'WEST-SOUTHWEST TOWARDS THE STATION.  THE MARK WAS PROBABLY
 GG0599'DESTROYED AND RESET DURING GAS LINE CONSTRUCTION.  THE
 GG0599'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 GG0599'
 GG0599'A NEW STATION DISK WAS SET IN THE TOP OF THE OLD CONCRETE POST
 GG0599'HOLDING THE CENTER OF THE OLD STEM.  THE DISK WAS STAMPED
 GG0599'BENT 1961 1970.  THE OLD AZIMUTH MARK WAS RESET.
 GG0599'
 GG0599'THE ORIGINAL DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY
 GG0599'WITH THE ADDITIONAL NOTES FOR THE AZIMUTH MARK.
 GG0599'
 GG0599'AZIMUTH MARK, A STANDARD DISK STAMPED BENT 1961 1970, IS SET
 GG0599'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.
 GG0599'IT IS 32.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY 71, 21 FEET
 GG0599'EAST OF A FENCE, 15.5 FEET SOUTH OF A GAS METER, AND 2.5 FEET
 GG0599'SOUTH OF A METAL WITNESS POST.
 GG0599'
 GG0599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SSW
 GG0599'OF BENTONVILLE.
 GG0599
 GG0599                          STATION RECOVERY (1980)
 GG0599
 GG0599'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JMB)
 GG0599'AZIMUTH MARK RECOVERED IN GOOD CONDITION.  REFERENCES VALID, BUT
 GG0599'THOUGHT TO BE NO LONGER VISIBLE FROM STATION LOCATION DUE TO
 GG0599'CONSTRUCTION OF A STORAGE BLDG.
 GG0599'
 GG0599'I BELIEVE THAT STATION AND AT LEAST ONE REFERENCE POINT HAVE BEEN
 GG0599'DESTROYED.
 GG0599'REFERENCED HANGAR AND BEACON LIGHT APPEAR TO EXIST AS DESCRIBED.
 GG0599'MEASUREMENTS TO POINT FROM THESE WERE MADE BUT STATION NOT
 GG0599'LOCATED.  DUE TO DROUGHT GROUND COULD ONLY BE PROBED A DEPTH OF TWO
 GG0599'OR THREE INCHES WITH A SPADE.  (AREA IS KEPT IN A LAWN-LIKE
 GG0599'CONDITION AND I HESITATED TO EXCAVATE).  IT APPEARS THAT STATION
 GG0599'WAS PROBABLY DESTROYED WHEN PARKING LOT TO EAST WAS
 GG0599'CONSTRUCTED.  THE TIE TO FENCE IS NO LONGER VALID.  IT APPEARS THAT
 GG0599'ADDITIONAL LAND WAS ACQUIRED FOR PARKING, AND EXISTING DITCH EAST OF
 GG0599'THE STATION GRADED AT THE TIME.
 GG0599'
 GG0599'FENCES USED TO TIE REF. MK. 1 NO LONGER EXIST.
 GG0599'
 GG0599'IT APPEARS THAT REF. MK. 1 IS NOW COVERED BY ASPHALT, IF IT STILL
 GG0599'EXISTS.
 GG0599'
 GG0599'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH SOUTHWEST
 GG0599'BENTONVILLE, AR.
 GG0599
 GG0599                          STATION RECOVERY (1987)
 GG0599
 GG0599'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0599'RECOVERED IN GOOD CONDITION.
 GG0599
 GG0599                          STATION RECOVERY (1987)
 GG0599
 GG0599'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1883 ***********************************************************************
 EJ1883  DESIGNATION -  BENTON
 EJ1883  PID         -  EJ1883
 EJ1883  STATE/COUNTY-  AR/SALINE
 EJ1883  USGS QUAD   -  BENTON (1984)
 EJ1883
 EJ1883                         *CURRENT SURVEY CONTROL
 EJ1883  ___________________________________________________________________
 EJ1883* NAD 83(1997)-  34 34 31.65012(N)    092 34 48.09110(W)     ADJUSTED  
 EJ1883* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 EJ1883  ___________________________________________________________________
 EJ1883  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 EJ1883  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ1883
 EJ1883  HORZ ORDER  -  THIRD
 EJ1883
 EJ1883.The horizontal coordinates were established by classical geodetic methods
 EJ1883.and adjusted by the National Geodetic Survey in September 1999..
 EJ1883
 EJ1883.The orthometric height was scaled from a topographic map.
 EJ1883
 EJ1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1883
 EJ1883.The geoid height was determined by GEOID03.
 EJ1883
 EJ1883;                    North         East     Units Scale Factor Converg.
 EJ1883;SPC AR S     -   611,863.459   346,780.787   MT  0.99996294   -0 19 28.7
 EJ1883;SPC AR S     - 2,007,422.03  1,137,729.97   sFT  0.99996294   -0 19 28.7
 EJ1883;UTM  15      - 3,826,044.775   538,520.391   MT  0.99961829   +0 14 18.0
 EJ1883
 EJ1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1883!SPC AR S     -   0.99998170  x   0.99996294  =   0.99994464
 EJ1883!UTM  15      -   0.99998170  x   0.99961829  =   0.99960000
 EJ1883
 EJ1883|---------------------------------------------------------------------|
 EJ1883| PID    Reference Object                     Distance      Geod. Az  |
 EJ1883|                                                           dddmmss.s |
 EJ1883| CY5270 BENTON RM 2                          19.934 METERS 00346     |
 EJ1883| EJ1886 BENTON RADIO STATION KBBA MAST      APPROX. 3.5 KM 0474921.5 |
 EJ1883| EJ1887 BAUXITE ALCOA ALUMINUM CO TANK      APPROX. 4.7 KM 0882316.8 |
 EJ1883| EJ1885 BAUXITE STANDPIPE                   APPROX. 7.4 KM 1124835.4 |
 EJ1883| EJ1880 BENTON COURTHOUSE CLOCKTOWER        APPROX. 1.3 KM 2095655.7 |
 EJ1883| EJ1884 BENTON FIRST METHODIST CHURCH       APPROX. 1.4 KM 2135526.1 |
 EJ1883| EJ1882 BENTON WEST MUNICIPAL TANK          APPROX. 0.8 KM 2221338.9 |
 EJ1883| CY5269 BENTON RM 1                          25.176 METERS 24352     |
 EJ1883|---------------------------------------------------------------------|
 EJ1883
 EJ1883                          SUPERSEDED SURVEY CONTROL
 EJ1883
 EJ1883  NAD 83(1986)-  34 34 31.66130(N)    092 34 48.08223(W) AD(       ) 3
 EJ1883  NAD 27      -  34 34 31.32921(N)    092 34 47.50012(W) AD(       ) 3
 EJ1883
 EJ1883.Superseded values are not recommended for survey control.
 EJ1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1883.See file dsdata.txt to determine how the superseded data were derived.
 EJ1883
 EJ1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3852026045(NAD 83)
 EJ1883_MARKER: DS = TRIANGULATION STATION DISK
 EJ1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1883
 EJ1883  HISTORY     - Date     Condition        Report By
 EJ1883  HISTORY     - 1964     MONUMENTED       CGS
 EJ1883  HISTORY     - 19740114 MARK NOT FOUND   USGS
 EJ1883  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1883
 EJ1883                          STATION DESCRIPTION
 EJ1883
 EJ1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1883'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF BENTON,
 EJ1883'0.7 MILE NORTH AND 0.35 MILE EAST OF BENTON, ABOUT 1/4 MILE
 EJ1883'SOUTHEAST OF INTERSTATE HIGHWAY 30, NEAR THE WEST CENTER
 EJ1883'OF THE SOUTHEAST 1/4 OF SEC. 2, T. 2 S., R. 15 W., AND
 EJ1883'ON THE PROPERTY OF MR. H. L. ABERCORONBIE.  IT IS 57 FEET
 EJ1883'SOUTHEAST OF THE SOUTHWEST CORNER OF MR. ABERCORONBIES HOUSE, 44
 EJ1883'FEET SOUTH OF A 14 INCH PINE TREE, 42 FEET NORTHEAST OF A 16
 EJ1883'INCH PINE TREE, 22 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 EJ1883'DRIVEWAY, 18 FEET NORTHWEST OF A 16 INCH PINE TREE, AND 17
 EJ1883'FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS
 EJ1883'1 INCH AND THE DISK IS STAMPED BENTON 1964.
 EJ1883'
 EJ1883'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE AND POST
 EJ1883'OFFICE IN BENTON, GO NORTH ON MAIN STREET FOR 0.25 MILE TO
 EJ1883'A CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON MILITARY ROAD
 EJ1883'FOR 0.55 MILE TO A DRIVEWAY ON THE LEFT, JUST AFTER PASSING
 EJ1883'A CAFE AND MOTEL ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 EJ1883'DRIVEWAY FOR 0.1 MILE TO THE HOME OF MR. ABERCRONBIE AND
 EJ1883'THE STATION.
 EJ1883'
 EJ1883'REFERENCE MARK 1 IS 57 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EJ1883'OF MR. ABERCRONBIES HOME, 50 FEET WEST OF THE 16 INCH PINE
 EJ1883'TREE, 23 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY, AND 6
 EJ1883'FEET SOUTH OF A 20 INCH PINE TREE.  THE MONUMENT PROJECTS 2 INCHES
 EJ1883'AND THE DISK IS STAMPED BENTON NO 1 1964.
 EJ1883'
 EJ1883'REFERENCE MARK 2 IS 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EJ1883'OF MR. ABERCRONBIES HOME, 40 FEET SOUTH OF A 36 INCH OAK
 EJ1883'TREE, 30 FEET EAST OF THE 14 INCH PINE TREE, AND 4 FEET EAST OF A
 EJ1883'16 INCH PINE TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 EJ1883'IS STAMPED BENTON NO 2 1964.
 EJ1883'
 EJ1883'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
 EJ1883'
 EJ1883'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EJ1883
 EJ1883                          STATION RECOVERY (1974)
 EJ1883
 EJ1883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LLA)
 EJ1883'MARK NOT FOUND.
 EJ1883
 EJ1883                          STATION RECOVERY (1998)
 EJ1883
 EJ1883'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0896 ***********************************************************************
 GE0896  DESIGNATION -  BENTON
 GE0896  PID         -  GE0896
 GE0896  STATE/COUNTY-  AR/FULTON
 GE0896  USGS QUAD   -  BYRON (1984)
 GE0896
 GE0896                         *CURRENT SURVEY CONTROL
 GE0896  ___________________________________________________________________
 GE0896* NAD 83(1997)-  36 22 02.41750(N)    091 53 55.96326(W)     ADJUSTED  
 GE0896* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 GE0896  ___________________________________________________________________
 GE0896  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GE0896  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GE0896
 GE0896  HORZ ORDER  -  THIRD
 GE0896
 GE0896.The horizontal coordinates were established by classical geodetic methods
 GE0896.and adjusted by the National Geodetic Survey in September 1999..
 GE0896
 GE0896.The orthometric height was scaled from a topographic map.
 GE0896
 GE0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0896
 GE0896.The geoid height was determined by GEOID03.
 GE0896
 GE0896;                    North         East     Units Scale Factor Converg.
 GE0896;SPC AR N     -   225,670.661   409,075.264   MT  1.00002924   +0 03 31.8
 GE0896;SPC AR N     -   740,387.83  1,342,107.76   sFT  1.00002924   +0 03 31.8
 GE0896;UTM  15      - 4,025,255.756   598,780.984   MT  0.99972022   +0 39 10.7
 GE0896
 GE0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0896!SPC AR N     -   0.99995703  x   1.00002924  =   0.99998626
 GE0896!UTM  15      -   0.99995703  x   0.99972022  =   0.99967726
 GE0896
 GE0896|---------------------------------------------------------------------|
 GE0896| PID    Reference Object                     Distance      Geod. Az  |
 GE0896|                                                           dddmmss.s |
 GE0896| CI1119 BENTON RM 2                          22.845 METERS 13818     |
 GE0896| CI1118 BENTON RM 1                          21.245 METERS 26122     |
 GE0896| GE0899 STURKIE                             APPROX. 9.6 KM 3293733.3 |
 GE0896|---------------------------------------------------------------------|
 GE0896
 GE0896                          SUPERSEDED SURVEY CONTROL
 GE0896
 GE0896  NAD 83(1986)-  36 22 02.42528(N)    091 53 55.96262(W) AD(       ) 3
 GE0896  NAD 27      -  36 22 02.18300(N)    091 53 55.42300(W) AD(       ) 3
 GE0896
 GE0896.Superseded values are not recommended for survey control.
 GE0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0896.See file dsdata.txt to determine how the superseded data were derived.
 GE0896
 GE0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9878125256(NAD 83)
 GE0896_MARKER: DS = TRIANGULATION STATION DISK
 GE0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0896
 GE0896  HISTORY     - Date     Condition        Report By
 GE0896  HISTORY     - 1953     MONUMENTED       CGS
 GE0896
 GE0896                          STATION DESCRIPTION
 GE0896
 GE0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0896'THE STATION IS IN SECTION 26, T 20 N., R 9 W, ABOUT 5 MILES
 GE0896'WEST OF SALEM, 5 MILES EAST-SOUTHEAST OF VIOLA, 136 FEET
 GE0896'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 22 FEET NORTH
 GE0896'OF A TRIANGULAR BLAZED 8-INCH OAK TREE AND 6.5 FEET EAST
 GE0896'OF A WHITE 4 IN X 4 IN WITNESS POST.
 GE0896'
 GE0896'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 GE0896'IN SALEM, GO WESTERLY ON U.S. HIGHWAY 62 FOR 5.1 MILES TO
 GE0896'A GRAVELED ROAD ON THE LEFT, TURN LEFT (SOUTHWESTERLY) AND
 GE0896'FOLLOW THE MAIN GRAVELED ROAD FOR 1.85 MILES TO A T-ROAD
 GE0896'INTERSECTION, TURN SHARP LEFT (EAST) 0.55 MILE TO THE STATION ON
 GE0896'THE RIGHT AS DESCRIBED.  NOTE- TO DRIVE A TRUCK TO THE STATION,
 GE0896'CONTINUE EASTERLY ON THE GRAVELED ROAD FOR 0.05 MILE TO
 GE0896'A GATE ON THE RIGHT, GO THROUGH GATE AND DRIVE SOUTHWESTERLY
 GE0896'FOR 0.05 MILE TO THE STATION.
 GE0896'
 GE0896'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0896'BENTON 1953.
 GE0896'
 GE0896'REFERENCE MARK 1 IS 6 FEET NORTH OF A 6-INCH HICKORY TREE.
 GE0896'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 GE0896'BEDROCK.  THE ROCK PROTRUDES ABOUT 1 FOOT AND THE DISK IS
 GE0896'STAMPED BENTON NO 1 1953.
 GE0896'
 GE0896'REFERENCE MARK 2 IS 25 FEET NORTHWEST OF A 18-INCH HICKORY
 GE0896'TREE.  THE MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL
 GE0896'HOLE IN A SMALL BOULDER.  THE BOULDER PROTRUDES ABOUT 18-INCH
 GE0896'AND THE DISK IS STAMPED BENTON NO 2 1953.
 GE0896'
 GE0896'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 GE0896'12-INCH CONCRETE POST.
 GE0896'
 GE0896'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH
 GE0896'MARK.
 GE0896'
 GE0896'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1880 ***********************************************************************
 EJ1880  DESIGNATION -  BENTON COURTHOUSE CLOCKTOWER
 EJ1880  PID         -  EJ1880
 EJ1880  STATE/COUNTY-  AR/SALINE
 EJ1880  USGS QUAD   -  BENTON (1984)
 EJ1880
 EJ1880                         *CURRENT SURVEY CONTROL
 EJ1880  ___________________________________________________________________
 EJ1880* NAD 83(1997)-  34 33 53.89001(N)    092 35 14.38968(W)     ADJUSTED  
 EJ1880* NAVD 88     -                                                        
 EJ1880  ___________________________________________________________________
 EJ1880  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 EJ1880  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ1880
 EJ1880  HORZ ORDER  -  THIRD
 EJ1880
 EJ1880.The horizontal coordinates were established by classical geodetic methods
 EJ1880.and adjusted by the National Geodetic Survey in September 1999..
 EJ1880
 EJ1880
 EJ1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1880
 EJ1880.The geoid height was determined by GEOID03.
 EJ1880
 EJ1880;                    North         East     Units Scale Factor Converg.
 EJ1880;SPC AR S     -   610,703.779   346,103.846   MT  0.99996124   -0 19 43.4
 EJ1880;SPC AR S     - 2,003,617.31  1,135,509.03   sFT  0.99996124   -0 19 43.4
 EJ1880;UTM  15      - 3,824,878.902   537,855.106   MT  0.99961766   +0 14 02.9
 EJ1880
 EJ1880                          SUPERSEDED SURVEY CONTROL
 EJ1880
 EJ1880  NAD 83(1986)-  34 33 53.90135(N)    092 35 14.38086(W) AD(       ) 4
 EJ1880  NAD 27      -  34 33 53.56696(N)    092 35 13.79952(W) AD(       ) 3
 EJ1880
 EJ1880.Superseded values are not recommended for survey control.
 EJ1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1880.See file dsdata.txt to determine how the superseded data were derived.
 EJ1880
 EJ1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3785524879(NAD 83)
 EJ1880_MARKER: 55 = TOWER
 EJ1880
 EJ1880  HISTORY     - Date     Condition        Report By
 EJ1880  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1880  HISTORY     - 19980425 GOOD             USPSQD
 EJ1880
 EJ1880                          STATION DESCRIPTION
 EJ1880
 EJ1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1880'THE STATION IS THE CENTER OF THE TOP OF THE CLOCKTOWER LOCATED
 EJ1880'IN THE BUSINESS SECTION OF BENTON.  IT IS ON THE SOUTHEAST
 EJ1880'CORNER OF A YELLOW BRICK BUILDING COVERED WITH GREEN SHINGLES
 EJ1880'AND HAS A WEATHERVANE AT THE CENTER OF THE TOP OF THE TOWER.
 EJ1880'ITS OVERALL HEIGHT IS ABOUT 100 FEET.
 EJ1880
 EJ1880                          STATION RECOVERY (1998)
 EJ1880
 EJ1880'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1884 ***********************************************************************
 EJ1884  DESIGNATION -  BENTON FIRST METHODIST CHURCH
 EJ1884  PID         -  EJ1884
 EJ1884  STATE/COUNTY-  AR/SALINE
 EJ1884  USGS QUAD   -  BENTON (1984)
 EJ1884
 EJ1884                         *CURRENT SURVEY CONTROL
 EJ1884  ___________________________________________________________________
 EJ1884* NAD 83(1997)-  34 33 55.08277(N)    092 35 17.82086(W)     ADJUSTED  
 EJ1884* NAVD 88     -                                                        
 EJ1884  ___________________________________________________________________
 EJ1884  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 EJ1884  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ1884
 EJ1884  HORZ ORDER  -  THIRD
 EJ1884
 EJ1884.The horizontal coordinates were established by classical geodetic methods
 EJ1884.and adjusted by the National Geodetic Survey in September 1999..
 EJ1884
 EJ1884
 EJ1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1884
 EJ1884.The geoid height was determined by GEOID03.
 EJ1884
 EJ1884;                    North         East     Units Scale Factor Converg.
 EJ1884;SPC AR S     -   610,741.034   346,016.597   MT  0.99996129   -0 19 45.3
 EJ1884;SPC AR S     - 2,003,739.54  1,135,222.79   sFT  0.99996129   -0 19 45.3
 EJ1884;UTM  15      - 3,824,915.285   537,767.525   MT  0.99961758   +0 14 00.9
 EJ1884
 EJ1884                          SUPERSEDED SURVEY CONTROL
 EJ1884
 EJ1884  NAD 83(1986)-  34 33 55.09410(N)    092 35 17.81204(W) AD(       ) 4
 EJ1884  NAD 27      -  34 33 54.76001(N)    092 35 17.23067(W) AD(       ) 3
 EJ1884
 EJ1884.Superseded values are not recommended for survey control.
 EJ1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1884.See file dsdata.txt to determine how the superseded data were derived.
 EJ1884
 EJ1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3776824915(NAD 83)
 EJ1884_MARKER: 89 = SPIRE
 EJ1884
 EJ1884  HISTORY     - Date     Condition        Report By
 EJ1884  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1884  HISTORY     - 19980425 GOOD             USPSQD
 EJ1884
 EJ1884                          STATION DESCRIPTION
 EJ1884
 EJ1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1884'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED ON
 EJ1884'THE TOP OF THE NORTHEAST CORNER OF A LARGE RED BRICK BUILDING AND
 EJ1884'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF NORTH MARKET
 EJ1884'AND WEST CONWAY STREETS.  THE SPIRE IS COVERED WITH METAL
 EJ1884'PAINTED WHITE AND HAS A CROSS AT THE TOP.  ITS OVERALL HEIGHT
 EJ1884'IS ABOUT 90 FEET.
 EJ1884
 EJ1884                          STATION RECOVERY (1998)
 EJ1884
 EJ1884'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0868 ***********************************************************************
 EJ0868  DESIGNATION -  BENTON NORTH MERIDIAN
 EJ0868  PID         -  EJ0868
 EJ0868  STATE/COUNTY-  AR/SALINE
 EJ0868  USGS QUAD   -  BENTON (1984)
 EJ0868
 EJ0868                         *CURRENT SURVEY CONTROL
 EJ0868  ___________________________________________________________________
 EJ0868* NAD 83(1986)-  34 33 54.     (N)    092 35 13.     (W)     SCALED    
 EJ0868* NAVD 88     -       127.354  (meters)     417.83   (feet)  ADJUSTED  
 EJ0868  ___________________________________________________________________
 EJ0868  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ0868  DYNAMIC HT  -         127.235 (meters)     417.44  (feet)  COMP
 EJ0868  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 EJ0868
 EJ0868  VERT ORDER  -  SECOND    CLASS 0
 EJ0868
 EJ0868.The horizontal coordinates were scaled from a topographic map and have
 EJ0868.an estimated accuracy of +/- 6 seconds.
 EJ0868
 EJ0868.The orthometric height was determined by differential leveling
 EJ0868.and adjusted by the National Geodetic Survey in June 1991..
 EJ0868
 EJ0868.The geoid height was determined by GEOID03.
 EJ0868
 EJ0868.The dynamic height is computed by dividing the NAVD 88
 EJ0868.geopotential number by the normal gravity value computed on the
 EJ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0868.degrees latitude (g = 980.6199 gals.).
 EJ0868
 EJ0868.The modeled gravity was interpolated from observed gravity values.
 EJ0868
 EJ0868;                    North         East    Units  Estimated Accuracy
 EJ0868;SPC AR S     -   610,710.      346,140.      MT  (+/- 180 meters Scaled)
 EJ0868
 EJ0868                          SUPERSEDED SURVEY CONTROL
 EJ0868
 EJ0868  NGVD 29 (??/??/92)  127.378  (m)          417.91   (f) ADJ UNCH    2 0
 EJ0868
 EJ0868.Superseded values are not recommended for survey control.
 EJ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0868.See file dsdata.txt to determine how the superseded data were derived.
 EJ0868
 EJ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU378248(NAD 83)
 EJ0868_MARKER: DM = MAGNETIC STATION DISK
 EJ0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0868+STABILITY: SURFACE MOTION
 EJ0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0868+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EJ0868
 EJ0868  HISTORY     - Date     Condition        Report By
 EJ0868  HISTORY     - UNK      MONUMENTED       CGS
 EJ0868  HISTORY     - 1936     GOOD             NGS
 EJ0868  HISTORY     - 19980425 GOOD             USPSQD
 EJ0868  HISTORY     - 20030408 GOOD             INDIV
 EJ0868
 EJ0868                          STATION DESCRIPTION
 EJ0868
 EJ0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EJ0868'IN BENTON.
 EJ0868'AT BENTON, SALINE COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY 70 AND
 EJ0868'CONWAY STREET, AT THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE, 100
 EJ0868'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE COUNTY COURTHOUSE, 71
 EJ0868'FEET SOUTH OF THE SOUTH CURB ON CONWAY STREET, 59 FEET WEST OF THE
 EJ0868'WEST CURB OF U. S. HIGHWAY 70, AND 8 FEET SOUTHWEST OF A 12-INCH
 EJ0868'SYCAMORE TREE.  A STANDARD MAGNETIC-STATION DISK, SET IN THE TOP OF A
 EJ0868'LIMESTONE POST.
 EJ0868
 EJ0868                          STATION RECOVERY (1998)
 EJ0868
 EJ0868'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0868'RECOVERED IN GOOD CONDITION.
 EJ0868
 EJ0868                          STATION RECOVERY (2003)
 EJ0868
 EJ0868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 EJ0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1886 ***********************************************************************
 EJ1886  DESIGNATION -  BENTON RADIO STATION KBBA MAST
 EJ1886  PID         -  EJ1886
 EJ1886  STATE/COUNTY-  AR/SALINE
 EJ1886  USGS QUAD   -  BENTON (1984)
 EJ1886
 EJ1886                         *CURRENT SURVEY CONTROL
 EJ1886  ___________________________________________________________________
 EJ1886* NAD 83(1997)-  34 35 48.75882(N)    092 33 05.15603(W)     ADJUSTED  
 EJ1886* NAVD 88     -                                                        
 EJ1886  ___________________________________________________________________
 EJ1886  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 EJ1886  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EJ1886
 EJ1886  HORZ ORDER  -  THIRD
 EJ1886
 EJ1886.The horizontal coordinates were established by classical geodetic methods
 EJ1886.and adjusted by the National Geodetic Survey in September 1999..
 EJ1886
 EJ1886
 EJ1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1886
 EJ1886.The geoid height was determined by GEOID03.
 EJ1886
 EJ1886;                    North         East     Units Scale Factor Converg.
 EJ1886;SPC AR S     -   614,224.926   349,417.067   MT  0.99996654   -0 18 31.1
 EJ1886;SPC AR S     - 2,015,169.61  1,146,379.16   sFT  0.99996654   -0 18 31.1
 EJ1886;UTM  15      - 3,828,431.215   541,132.432   MT  0.99962085   +0 15 16.9
 EJ1886
 EJ1886                          SUPERSEDED SURVEY CONTROL
 EJ1886
 EJ1886  NAD 83(1986)-  34 35 48.77016(N)    092 33 05.14696(W) AD(       ) 4
 EJ1886  NAD 27      -  34 35 48.43608(N)    092 33 04.57085(W) AD(       ) 3
 EJ1886
 EJ1886.Superseded values are not recommended for survey control.
 EJ1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1886.See file dsdata.txt to determine how the superseded data were derived.
 EJ1886
 EJ1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4113228431(NAD 83)
 EJ1886_MARKER: 42 = RADIO/TV MAST
 EJ1886
 EJ1886  HISTORY     - Date     Condition        Report By
 EJ1886  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1886  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1886
 EJ1886                          STATION DESCRIPTION
 EJ1886
 EJ1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1886'THE STATION IS THE CENTER OF THE RED LIGHT AT THE TOP OF THE
 EJ1886'MAST, LOCATED ON THE SOUTHEAST SIDE OF INTERSTATE HIGHWAY
 EJ1886'30 ABOUT 3-1/2 MILES NORTHEAST OF BENTON.  IT IS A SLENDER
 EJ1886'GUYED MAST PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 EJ1886'WITH A FLASHING RED LIGHT ON THE TOP.  IT IS OWNED BY THE
 EJ1886'BENTON BROADCASTING COMPANY
 EJ1886'
 EJ1886'TO REACH FROM THE INTERSECTION OF ALCOA ROAD AND THE SERVICE
 EJ1886'ROAD ON THE SOUTHEAST SIDE OF INTERSTATE HIGHWAY 30 ABOUT
 EJ1886'4-1/2 MILES NORTHEAST OF BENTON, GO SOUTHWEST ON THE SERVICE
 EJ1886'ROAD FOR 1.1 MILES TO THE MAST ON THE LEFT ABOUT 0.2 MILES
 EJ1886'SOUTHEAST OF THE ROAD.
 EJ1886'
 EJ1886'THE HEIGHT OF THE MAST IS 210 FEET.
 EJ1886
 EJ1886                          STATION RECOVERY (1998)
 EJ1886
 EJ1886'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0769 ***********************************************************************
 EJ0769  DESIGNATION -  BENTON SOUTH MERIDIAN
 EJ0769  PID         -  EJ0769
 EJ0769  STATE/COUNTY-  AR/SALINE
 EJ0769  USGS QUAD   -  BENTON (1984)
 EJ0769
 EJ0769                         *CURRENT SURVEY CONTROL
 EJ0769  ___________________________________________________________________
 EJ0769* NAD 83(1986)-  34 33 52.     (N)    092 35 14.     (W)     SCALED    
 EJ0769* NAVD 88     -       126.801  (meters)     416.01   (feet)  ADJUSTED  
 EJ0769  ___________________________________________________________________
 EJ0769  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ0769  DYNAMIC HT  -         126.683 (meters)     415.63  (feet)  COMP
 EJ0769  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 EJ0769
 EJ0769  VERT ORDER  -  SECOND    CLASS 0
 EJ0769
 EJ0769.The horizontal coordinates were scaled from a topographic map and have
 EJ0769.an estimated accuracy of +/- 6 seconds.
 EJ0769
 EJ0769.The orthometric height was determined by differential leveling
 EJ0769.and adjusted by the National Geodetic Survey in June 1991..
 EJ0769
 EJ0769.The geoid height was determined by GEOID03.
 EJ0769
 EJ0769.The dynamic height is computed by dividing the NAVD 88
 EJ0769.geopotential number by the normal gravity value computed on the
 EJ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0769.degrees latitude (g = 980.6199 gals.).
 EJ0769
 EJ0769.The modeled gravity was interpolated from observed gravity values.
 EJ0769
 EJ0769;                    North         East    Units  Estimated Accuracy
 EJ0769;SPC AR S     -   610,650.      346,110.      MT  (+/- 180 meters Scaled)
 EJ0769
 EJ0769                          SUPERSEDED SURVEY CONTROL
 EJ0769
 EJ0769  NGVD 29 (??/??/92)  126.832  (m)          416.11   (f) ADJ UNCH    2 0
 EJ0769
 EJ0769.Superseded values are not recommended for survey control.
 EJ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0769.See file dsdata.txt to determine how the superseded data were derived.
 EJ0769
 EJ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU378248(NAD 83)
 EJ0769_MARKER: DM = MAGNETIC STATION DISK
 EJ0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0769+STABILITY: SURFACE MOTION
 EJ0769
 EJ0769  HISTORY     - Date     Condition        Report By
 EJ0769  HISTORY     - UNK      MONUMENTED       CGS
 EJ0769  HISTORY     - 1936     GOOD             ARGS
 EJ0769  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0769
 EJ0769                          STATION DESCRIPTION
 EJ0769
 EJ0769'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EJ0769'IN BENTON.
 EJ0769'AT BENTON, AT SOUTHEAST CORNER OF COURTHOUSE SQUARE, 105.5 FEET
 EJ0769'SOUTHEAST OF SOUTHEAST CORNER OF COURTHOUSE, 51 FEET WEST OF THE WEST
 EJ0769'CURB OF MAIN ST., AND 68 FEET NORTH OF THE NORTH CURB OF SEVIER ST. A
 EJ0769'U.S.C. AND G.SURVEY STANDARD MAGNETIC STATION DISK SET IN TOP OF A
 EJ0769'CONCRETE POST.
 EJ0769
 EJ0769                          STATION RECOVERY (1998)
 EJ0769
 EJ0769'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1882 ***********************************************************************
 EJ1882  DESIGNATION -  BENTON WEST MUNICIPAL TANK
 EJ1882  PID         -  EJ1882
 EJ1882  STATE/COUNTY-  AR/PULASKI
 EJ1882  USGS QUAD   -  BENTON (1984)
 EJ1882
 EJ1882                         *CURRENT SURVEY CONTROL
 EJ1882  ___________________________________________________________________
 EJ1882* NAD 83(1997)-  34 34 11.35534(N)    092 35 10.35833(W)     ADJUSTED  
 EJ1882* NAVD 88     -                                                        
 EJ1882  ___________________________________________________________________
 EJ1882  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 EJ1882  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ1882
 EJ1882  HORZ ORDER  -  THIRD
 EJ1882
 EJ1882.The horizontal coordinates were established by classical geodetic methods
 EJ1882.and adjusted by the National Geodetic Survey in September 1999..
 EJ1882
 EJ1882
 EJ1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1882
 EJ1882.The geoid height was determined by GEOID03.
 EJ1882
 EJ1882;                    North         East     Units Scale Factor Converg.
 EJ1882;SPC AR S     -   611,241.348   346,209.687   MT  0.99996202   -0 19 41.1
 EJ1882;SPC AR S     - 2,005,380.99  1,135,856.28   sFT  0.99996202   -0 19 41.1
 EJ1882;UTM  15      - 3,825,417.300   537,955.626   MT  0.99961776   +0 14 05.2
 EJ1882
 EJ1882                          SUPERSEDED SURVEY CONTROL
 EJ1882
 EJ1882  NAD 83(1986)-  34 34 11.36666(N)    092 35 10.34952(W) AD(       ) 4
 EJ1882  NAD 27      -  34 34 11.03372(N)    092 35 09.76811(W) AD(       ) 3
 EJ1882
 EJ1882.Superseded values are not recommended for survey control.
 EJ1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1882.See file dsdata.txt to determine how the superseded data were derived.
 EJ1882
 EJ1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3795625417(NAD 83)
 EJ1882_MARKER: 51 = TANK
 EJ1882
 EJ1882  HISTORY     - Date     Condition        Report By
 EJ1882  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1882
 EJ1882                          STATION DESCRIPTION
 EJ1882
 EJ1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1882'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 EJ1882'6 LEGGED STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL
 EJ1882'HEIGHT OF ABOUT 100 FEET.
 EJ1882'
 EJ1882'LOCATED IN THE NORTHEAST EDGE OF THE BUSINESS SECTION OF
 EJ1882'BENTON AND IS OWNED AND OPERATED BY THE CITY.  ABOUT 400
 EJ1882'FEET WEST OF THE INTERSECTION OF MILITARY RD. AND CARPENTER
 EJ1882'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0601 ***********************************************************************
 GG0601  DESIGNATION -  BENTONVILLE
 GG0601  PID         -  GG0601
 GG0601  STATE/COUNTY-  AR/BENTON
 GG0601  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0601
 GG0601                         *CURRENT SURVEY CONTROL
 GG0601  ___________________________________________________________________
 GG0601* NAD 83(1997)-  36 22 07.06224(N)    094 13 18.72391(W)     ADJUSTED  
 GG0601* NAVD 88     -       397.88   (+/-2cm)    1305.4    (feet)  VERTCON   
 GG0601  ___________________________________________________________________
 GG0601  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GG0601  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GG0601
 GG0601  HORZ ORDER  -  THIRD
 GG0601  VERT ORDER  -  THIRD ? (See Below)
 GG0601
 GG0601.The horizontal coordinates were established by classical geodetic methods
 GG0601.and adjusted by the National Geodetic Survey in September 1999..
 GG0601
 GG0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0601.The vertical order pertains to the NGVD 29 superseded value.
 GG0601
 GG0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0601
 GG0601.The geoid height was determined by GEOID03.
 GG0601
 GG0601;                    North         East     Units Scale Factor Converg.
 GG0601;SPC AR N     -   228,058.864   200,615.712   MT  1.00002955   -1 17 34.5
 GG0601;SPC AR N     -   748,223.12    658,186.72   sFT  1.00002955   -1 17 34.5
 GG0601;SPC MO W     -    22,445.080   874,958.763   MT  0.99994885   +0 09 53.7
 GG0601;UTM  15      - 4,025,529.107   390,388.262   MT  0.99974803   -0 43 28.6
 GG0601
 GG0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0601!SPC AR N     -   0.99994198  x   1.00002955  =   0.99997153
 GG0601!SPC MO W     -   0.99994198  x   0.99994885  =   0.99989083
 GG0601!UTM  15      -   0.99994198  x   0.99974803  =   0.99969002
 GG0601
 GG0601:                Primary Azimuth Mark                     Grid Az
 GG0601:SPC AR N     -  BENTONVILLE MUNICIPAL TANK               060 51 02.5
 GG0601:SPC MO W     -  BENTONVILLE MUNICIPAL TANK               059 23 34.3
 GG0601:UTM  15      -  BENTONVILLE MUNICIPAL TANK               060 16 56.6
 GG0601
 GG0601|---------------------------------------------------------------------|
 GG0601| PID    Reference Object                     Distance      Geod. Az  |
 GG0601|                                                           dddmmss.s |
 GG0601| GG0604 BENTONVILLE MUNICIPAL TANK          APPROX. 1.1 KM 0593328.0 |
 GG0601| CI1121 BENTONVILLE RM 1                    106.780 METERS 08802     |
 GG0601| CI1120 BENTONVILLE AZ MK                                  1553514.5 |
 GG0601| GG0598 AIRPORT BN BENTONVILLE MUN APT      APPROX. 2.6 KM 1723014.5 |
 GG0601| CI1122 BENTONVILLE RM 2                     24.947 METERS 34937     |
 GG0601|---------------------------------------------------------------------|
 GG0601
 GG0601                          SUPERSEDED SURVEY CONTROL
 GG0601
 GG0601  NAD 83(1997)-  36 22 07.06639(N)    094 13 18.72724(W) AD(       ) 3
 GG0601  NAD 83(1997)-  36 22 07.07528(N)    094 13 18.72687(W) AD(       ) 3
 GG0601  NAD 83(1986)-  36 22 07.07508(N)    094 13 18.72567(W) AD(       ) 3
 GG0601  NAD 27      -  36 22 06.80070(N)    094 13 17.98540(W) AD(       ) 3
 GG0601  NGVD 29 (07/19/86)  397.74   (m)         1304.9    (f) LEVELING    3  
 GG0601
 GG0601.Superseded values are not recommended for survey control.
 GG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0601.See file dsdata.txt to determine how the superseded data were derived.
 GG0601
 GG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9038825529(NAD 83)
 GG0601_MARKER: DS = TRIANGULATION STATION DISK
 GG0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0601
 GG0601  HISTORY     - Date     Condition        Report By
 GG0601  HISTORY     - 1961     MONUMENTED       CGS
 GG0601  HISTORY     - 1970     GOOD             NGS
 GG0601  HISTORY     - 1980     GOOD             LOCENG
 GG0601  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0601  HISTORY     - 1987     GOOD             LOCSUR
 GG0601
 GG0601                          STATION DESCRIPTION
 GG0601
 GG0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0601'ABOUT 0.5 MILE WEST OF THE BUSINESS DISTRICT OF BENTONVILLE,
 GG0601'IN THE EAST EDGE OF SECTION 36, T. 20 N., R 31 W. AND ON
 GG0601'HIGHWAY RIGHT OF WAY.  IT IS 47 FEET WEST OF THE CENTERLINE
 GG0601'OF U.S. HIGHWAY 71, 73 FEET NORTH OF THE CENTERLINE OF A
 GG0601'DRIVEWAY, 129 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 GG0601'A HOUSE AND 77 FEET SOUTHEAST OF A POWER POLE.  THE MONUMENT
 GG0601'IS FLUSH AND THE DISK IS STAMPED BENTONVILLE 1961.
 GG0601'
 GG0601'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND CITY ROUTE 71
 GG0601'AND STATE ROUTE 72 IN THE WEST EDGE OF BENTONVILLE, GO SOUTH
 GG0601'ON HIGHWAY 71 FOR 0.3 MILE TO STATION ON THE RIGHT.
 GG0601'
 GG0601'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 GG0601'HIGHWAY 71 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 GG0601'
 GG0601'REFERENCE MARK 1 IS 59 FEET EAST OF THE CENTERLINE OF HIGHWAY
 GG0601'71 AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES
 GG0601'AND THE DISK IS STAMPED BENTONVILLE NO 1 1961.
 GG0601'
 GG0601'REFERENCE MARK 2 IS 59 FEET WEST OF THE CENTERLINE OF HIGHWAY
 GG0601'71 AND 1 FOOT SOUTH OF THE POWER POLE.  THE MONUMENT IS FLUSH
 GG0601'AND THE DISK IS STAMPED BENTONVILLE NO 2 1961.
 GG0601'
 GG0601'THE AZIMUTH MARK IS 60 FEET WEST OF THE CENTERLINE OF
 GG0601'HIGHWAY 71 AND 84 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER
 GG0601'ON TOP AND 57 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.
 GG0601'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED BENTONVILLE
 GG0601'1961.
 GG0601'
 GG0601'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0601
 GG0601                          STATION RECOVERY (1970)
 GG0601
 GG0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GG0601'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 GG0601'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GG0601'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 GG0601'RECOVERY.
 GG0601'
 GG0601'NOTE--TRIANGULATION STATION BENTON 1961 IS NO LONGER VISIBLE FROM
 GG0601'THE GROUND.  TREES OBSTRUCT THE LINE OF SIGHT.
 GG0601'
 GG0601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE SSW OF
 GG0601'BENTONVILLE.
 GG0601
 GG0601                          STATION RECOVERY (1980)
 GG0601
 GG0601'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JMB)
 GG0601'ALL MARKS (TRI. STA., RMS, AND AZIMUTH) REMAIN REF. 1 IS NOW ABOUT
 GG0601'18 INCHES ABOVE GROUND, AND ARROW POINTS NORTH RATHER THAN WEST TO
 GG0601'STATION.  (MAY HAVE BEEN RESET).
 GG0601'
 GG0601'AZIMUTH MARK IN GOOD CONDITION, BUT A LARGE BILLBOARD ON THE NORTH
 GG0601'SIDE OF SW 8TH, PRECLUDES DIRCT VISIBILITY FOR STATION.  ONE CAN
 GG0601'WIGGLE-IN BENEATH THE SIGN AS THE BOTTOM IS ABOUT 7 FT. ABOUT
 GG0601'GROUND.
 GG0601'
 GG0601'NOTE--IT WOULD APPEAR TO THE WRITER THAT INDUSTRIAL AND COMMERCIAL
 GG0601'GROWTH MAY SOON CATCH UP WITH STATION.  (10 YEAR GROWTH FOR CITY AND
 GG0601'COUNTY HAS BEEN APPROX. 50 PERCENT.) INASMUCH AS OTHER STATION HAS
 GG0601'BEEN DESTROYED (SEE ENCLOSURE), IT MIGHT BE WELL WHEN A PARTY IS
 GG0601'IN THE AREA, TO CONSIDER MOVING SAME.
 GG0601'
 GG0601'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CITY OF BENTONVILLE.
 GG0601
 GG0601                          STATION RECOVERY (1987)
 GG0601
 GG0601'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0601'MARK NOT FOUND.
 GG0601
 GG0601                          STATION RECOVERY (1987)
 GG0601
 GG0601'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MFS)
 GG0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0603 ***********************************************************************
 GG0603  DESIGNATION -  BENTONVILLE MUN STANDPIPE
 GG0603  PID         -  GG0603
 GG0603  STATE/COUNTY-  AR/BENTON
 GG0603  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0603
 GG0603                         *CURRENT SURVEY CONTROL
 GG0603  ___________________________________________________________________
 GG0603* NAD 83(1997)-  36 22 25.26045(N)    094 11 31.94955(W)     ADJUSTED  
 GG0603* NAVD 88     -                                                        
 GG0603  ___________________________________________________________________
 GG0603  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GG0603  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GG0603
 GG0603  HORZ ORDER  -  THIRD
 GG0603
 GG0603.The horizontal coordinates were established by classical geodetic methods
 GG0603.and adjusted by the National Geodetic Survey in September 1999..
 GG0603
 GG0603
 GG0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0603
 GG0603.The geoid height was determined by GEOID03.
 GG0603
 GG0603;                    North         East     Units Scale Factor Converg.
 GG0603;SPC AR N     -   228,560.022   203,289.323   MT  1.00003076   -1 16 32.3
 GG0603;SPC AR N     -   749,867.34    666,958.39   sFT  1.00003076   -1 16 32.3
 GG0603;UTM  15      - 4,026,056.614   393,056.008   MT  0.99974091   -0 42 25.6
 GG0603
 GG0603                          SUPERSEDED SURVEY CONTROL
 GG0603
 GG0603  NAD 83(1997)-  36 22 25.26404(N)    094 11 31.95104(W) AD(       ) 4
 GG0603  NAD 83(1997)-  36 22 25.27506(N)    094 11 31.95405(W) AD(       ) 4
 GG0603  NAD 83(1986)-  36 22 25.27458(N)    094 11 31.95308(W) AD(       ) 4
 GG0603  NAD 27      -  36 22 25.00200(N)    094 11 31.21900(W) AD(       ) 3
 GG0603
 GG0603.Superseded values are not recommended for survey control.
 GG0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0603.See file dsdata.txt to determine how the superseded data were derived.
 GG0603
 GG0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9305626057(NAD 83)
 GG0603_MARKER: 52 = STANDPIPE TANK
 GG0603
 GG0603  HISTORY     - Date     Condition        Report By
 GG0603  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0603  HISTORY     - 1940     GOOD             CGS
 GG0603  HISTORY     - 1961     GOOD             CGS
 GG0603
 GG0603                          STATION DESCRIPTION
 GG0603
 GG0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0603'THIS INTERSECTION STATION IS THE CENTER OF THE BENTONVILLE
 GG0603'MUNICIPAL WATER STANDPIPE.  IT IS A PLAIN CYLINDRICAL STEEL
 GG0603'STANDPIPE WITH A FLAT TOP.  IT IS PAINTED SILVER.  IT IS
 GG0603'ABOUT 15 FEET IN DIAMETER AND ABOUT 115 FEET HIGH AND IS VERY
 GG0603'PROMINENT.  IT WAS ERECTED ABOUT 1925.
 GG0603'
 GG0603'THE STANDPIPE IS ABOUT 1 MILE E OF THE CENTER OF BENTONVILLE,
 GG0603'IN AN ORCHARD ON LAND OWNED BY C.V. WILLIAMS AND ABOUT 1/4
 GG0603'MILE NE OF HIS HOUSE, AND ABOUT 200 YARDS N OF STATE HIGHWAY 72.
 GG0603
 GG0603                          STATION RECOVERY (1940)
 GG0603
 GG0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GG0603'BENTONVILLE MUNICIPAL STANDPIPE IS 1/2 MILE E OF THE TOWN
 GG0603'OF BENTONVILLE, 1500 FEET N OF ARKANSAS STATE HIGHWAY 72,
 GG0603'ON CITY PROPERTY ADJOINING THE PICKENS PROPERTY AND THE
 GG0603'WATTOM PROPERTY.
 GG0603'
 GG0603'THE STANDPIPE IS OF STEEL CONSTRUCTION WITH A CONCRETE BASE,
 GG0603'IS 115 FEET HIGH, PAINTED SILVER AND WAS BUILT IN 1922.
 GG0603'
 GG0603'OBJECT SIGHTED ON- BODY OF STANDPIPE.
 GG0603
 GG0603                          STATION RECOVERY (1961)
 GG0603
 GG0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0603'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0604 ***********************************************************************
 GG0604  DESIGNATION -  BENTONVILLE MUNICIPAL TANK
 GG0604  PID         -  GG0604
 GG0604  STATE/COUNTY-  AR/BENTON
 GG0604  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0604
 GG0604                         *CURRENT SURVEY CONTROL
 GG0604  ___________________________________________________________________
 GG0604* NAD 83(1997)-  36 22 25.21285(N)    094 12 40.52893(W)     ADJUSTED  
 GG0604* NAVD 88     -                                                        
 GG0604  ___________________________________________________________________
 GG0604  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 GG0604  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GG0604
 GG0604  HORZ ORDER  -  THIRD
 GG0604
 GG0604.The horizontal coordinates were established by classical geodetic methods
 GG0604.and adjusted by the National Geodetic Survey in September 1999..
 GG0604
 GG0604
 GG0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0604
 GG0604.The geoid height was determined by GEOID03.
 GG0604
 GG0604;                    North         East     Units Scale Factor Converg.
 GG0604;SPC AR N     -   228,596.779   201,580.202   MT  1.00003076   -1 17 12.2
 GG0604;SPC AR N     -   749,987.93    661,351.05   sFT  1.00003076   -1 17 12.2
 GG0604;SPC MO W     -    23,007.314   875,909.178   MT  0.99994944   +0 10 16.5
 GG0604;UTM  15      - 4,026,076.407   391,347.098   MT  0.99974545   -0 43 06.3
 GG0604
 GG0604                          SUPERSEDED SURVEY CONTROL
 GG0604
 GG0604  NAD 83(1997)-  36 22 25.21709(N)    094 12 40.53232(W) AD(       ) 4
 GG0604  NAD 83(1997)-  36 22 25.22593(N)    094 12 40.53175(W) AD(       ) 4
 GG0604  NAD 83(1986)-  36 22 25.22577(N)    094 12 40.53058(W) AD(       ) 4
 GG0604  NAD 27      -  36 22 24.95100(N)    094 12 39.79200(W) AD(       ) 3
 GG0604
 GG0604.Superseded values are not recommended for survey control.
 GG0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0604.See file dsdata.txt to determine how the superseded data were derived.
 GG0604
 GG0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9134726076(NAD 83)
 GG0604_MARKER: 53 = ELEVATED TANK
 GG0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0604+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2005
 GG0604
 GG0604  HISTORY     - Date     Condition        Report By
 GG0604  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0604  HISTORY     - 1987     GOOD             USPSQD
 GG0604  HISTORY     - 20030104 GOOD             GEOCAC
 GG0604  HISTORY     - 20050602 GOOD             GEOCAC
 GG0604
 GG0604                          STATION DESCRIPTION
 GG0604
 GG0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0604'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN
 GG0604'THE NORTHWEST PART OF BENTONVILLE.  IT IS AN EIGHT LEGGED
 GG0604'STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND BENTONVILLE
 GG0604'IN BLACK LETTERS ON THE TANK.  THE OVERALL HEIGHT IS 128 FEET.
 GG0604
 GG0604                          STATION RECOVERY (1987)
 GG0604
 GG0604'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0604'RECOVERED IN GOOD CONDITION.
 GG0604
 GG0604                          STATION RECOVERY (2003)
 GG0604
 GG0604'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GG0604'RECOVERED IN GOOD CONDITION.
 GG0604
 GG0604                          STATION RECOVERY (2005)
 GG0604
 GG0604'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0604'TOWER IS IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0936 ***********************************************************************
 GG0936  DESIGNATION -  BENTPORT
 GG0936  PID         -  GG0936
 GG0936  STATE/COUNTY-  AR/BENTON
 GG0936  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0936
 GG0936                         *CURRENT SURVEY CONTROL
 GG0936  ___________________________________________________________________
 GG0936* NAD 83(1997)-  36 20 46.49021(N)    094 13 08.73528(W)     ADJUSTED  
 GG0936* NAVD 88     -       394.8    (meters)    1295.     (feet)  GPS OBS   
 GG0936  ___________________________________________________________________
 GG0936  X           -    -378,418.704 (meters)                     COMP
 GG0936  Y           -  -5,129,678.470 (meters)                     COMP
 GG0936  Z           -   3,759,423.426 (meters)                     COMP
 GG0936  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GG0936  ELLIP HEIGHT-         366.90  (meters)          (09/24/01) GPS OBS
 GG0936  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GG0936
 GG0936  HORZ ORDER  -  FIRST
 GG0936  ELLP ORDER  -  FOURTH    CLASS II
 GG0936
 GG0936.This mark is at Bentonville Mun/louise M Thadden Fld Airport (VBT)
 GG0936
 GG0936.The horizontal coordinates were established by GPS observations
 GG0936.and adjusted by the National Geodetic Survey in September 1999..
 GG0936
 GG0936.The orthometric height was determined by GPS observations and a
 GG0936.high-resolution geoid model.
 GG0936
 GG0936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0936
 GG0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0936
 GG0936.The ellipsoidal height was determined by GPS observations
 GG0936.and is referenced to NAD 83.
 GG0936
 GG0936.The geoid height was determined by GEOID03.
 GG0936
 GG0936;                    North         East     Units Scale Factor Converg.
 GG0936;SPC AR N     -   225,570.278   200,808.688   MT  1.00002427   -1 17 28.6
 GG0936;SPC AR N     -   740,058.49    658,819.84   sFT  1.00002427   -1 17 28.6
 GG0936;UTM  15      - 4,023,043.252   390,605.859   MT  0.99974744   -0 43 21.3
 GG0936
 GG0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0936!SPC AR N     -   0.99994242  x   1.00002427  =   0.99996669
 GG0936!UTM  15      -   0.99994242  x   0.99974744  =   0.99968988
 GG0936
 GG0936:                Primary Azimuth Mark                     Grid Az
 GG0936:SPC AR N     -  BENTPORT AZ MK                           001 03 36.9
 GG0936:UTM  15      -  BENTPORT AZ MK                           000 29 29.6
 GG0936
 GG0936|---------------------------------------------------------------------|
 GG0936| PID    Reference Object                     Distance      Geod. Az  |
 GG0936|                                                           dddmmss.s |
 GG0936| GG0937 BENTPORT AZ MK                      APPROX. 0.6 KM 3594608.3 |
 GG0936|---------------------------------------------------------------------|
 GG0936
 GG0936                          SUPERSEDED SURVEY CONTROL
 GG0936
 GG0936  ELLIP H (09/14/99)  366.80   (m)                       GP(       ) 4 1
 GG0936  NAD 83(1997)-  36 20 46.49490(N)    094 13 08.73634(W) AD(       ) 1
 GG0936  NAD 83(1997)-  36 20 46.50427(N)    094 13 08.73946(W) AD(       ) 1
 GG0936  NAD 83(1986)-  36 20 46.50473(N)    094 13 08.73829(W) AD(       ) 1
 GG0936  NGVD 29 (01/07/94)  394.7    (m)         1295.     (f) GPS OBS        
 GG0936
 GG0936.Superseded values are not recommended for survey control.
 GG0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0936.See file dsdata.txt to determine how the superseded data were derived.
 GG0936
 GG0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9060623043(NAD 83)
 GG0936_MARKER: I = METAL ROD
 GG0936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0936_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GG0936_STAMPING: BENTPORT 1990
 GG0936_MARK LOGO: NGS   
 GG0936_PROJECTION: FLUSH
 GG0936_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GG0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0936+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003
 GG0936_ROD/PIPE-DEPTH: 1.15 meters
 GG0936_SLEEVE-DEPTH  : 0.93 meters
 GG0936
 GG0936  HISTORY     - Date     Condition        Report By
 GG0936  HISTORY     - 1990     MONUMENTED       NGS
 GG0936  HISTORY     - 19921104 GOOD             NOS
 GG0936  HISTORY     - 19921104 GOOD             NOS
 GG0936  HISTORY     - 20031021 GOOD             ARHD
 GG0936
 GG0936                          STATION DESCRIPTION
 GG0936
 GG0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GG0936'STATION IS LOCATED ABOUT 9.4 KM (5.8 MI) NORTH OF CAVE SPRINGS, 8.5 KM
 GG0936'(5.3 MI) WEST-NORTHWEST OF ROGERS, AND 3.0 KM (1.9 MI)
 GG0936'SOUTH-SOUTHWEST OF BENTONVILLE.  AT THE BENTONVILLE MUNICIPAL AIRPORT.
 GG0936'OWNERSHIP--CITY OF BENTONVILLE, RTE 1. BOX 30 A, BENTONVILLE AR
 GG0936'72712.  AIRPORT MANAGER IS JERRY JARNAGAN (MARY JARNAGAN), 2702 SW 1
 GG0936'ST STREET, BENTONVILLE AR 72712.  PHONE IS501-273-3113 OR HOME
 GG0936'501-273-3317.
 GG0936'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 71 AND 71B IN
 GG0936'SOUTH BENTONVILLE, GO SOUTHERLY ON U.S.HIGHWAY 71 FOR 1.25 KM
 GG0936'(0.78 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 GG0936'THE AIRPORT ENTRANCE ROAD FOR 0.58 KM (0.36 MI) TO A GRAVELED ROAD ON
 GG0936'THE RIGHT.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.19 KM
 GG0936'(0.12 MI) TO A DRIVEWAY WITH A LOCKED CHAIN GATE ON THE LEFT. TURN
 GG0936'LEFT AND GO WEST ON THE DRIVEWAY PASSING THROUGH THE GATE AND AIRPORT
 GG0936'OFFICE ON THE RIGHT.  BEAR RIGHT AND GO NORTH ACROSS A APRON TO A
 GG0936'CONNECTOR LOCATED AT THE NORTH EDGE OF THE APRON.  TURN LEFT AND GO
 GG0936'WEST ALONG THE CONNECTOR TO THE JUNCTION OF THE RUNWAY AND THE
 GG0936'STATION ON THE RIGHT.
 GG0936'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GG0936'ROD, ENCASED IN A 5-INCH PVC PIPE WITH A NGS NGS LOGO CAP.  IT IS SET
 GG0936'21.9 M (71.9 FT)  EAST FROM THE RUNWAY CENTERLINE, 15.5 M (50.9 FT)
 GG0936'NORTH FROM THE CONNECTOR CENTERLINE AND 7.9 M (25.9 FT)  NORTHEAST
 GG0936'FROM THE CURVED PAVEMENT AT THE JUNCTION OF THE RUNWAY AND CONNECTOR.
 GG0936'THERE IS A LOCKED GATE AT THIS AIRPORT.
 GG0936'DESCRIBED BY R.D.BALL.
 GG0936
 GG0936                          STATION RECOVERY (1992)
 GG0936
 GG0936'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 GG0936'RECOVERED IN GOOD CONDITION.
 GG0936
 GG0936                          STATION RECOVERY (1992)
 GG0936
 GG0936'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 GG0936'RECOVERED IN GOOD CONDITION.
 GG0936
 GG0936                          STATION RECOVERY (2003)
 GG0936
 GG0936'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 GG0936'ELEVATION RUN 3-WIRE LEVEL LOOP FROM G 34 RESET = 1296.043 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0937 ***********************************************************************
 GG0937  DESIGNATION -  BENTPORT AZ MK
 GG0937  PID         -  GG0937
 GG0937  STATE/COUNTY-  AR/BENTON
 GG0937  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0937
 GG0937                         *CURRENT SURVEY CONTROL
 GG0937  ___________________________________________________________________
 GG0937* NAD 83(1997)-  36 21 04.77575(N)    094 13 08.82643(W)     ADJUSTED  
 GG0937* NAVD 88     -       392.5    (meters)    1288.     (feet)  VERTCON   
 GG0937  ___________________________________________________________________
 GG0937  X           -    -378,396.239 (meters)                     COMP
 GG0937  Y           -  -5,129,343.055 (meters)                     COMP
 GG0937  Z           -   3,759,875.883 (meters)                     COMP
 GG0937  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GG0937  ELLIP HEIGHT-         364.32  (meters)          (09/24/01) GPS OBS
 GG0937  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GG0937
 GG0937  HORZ ORDER  -  FIRST
 GG0937  ELLP ORDER  -  FOURTH    CLASS II
 GG0937
 GG0937.This mark is at Bentonville Mun/louise M Thadden Fld Airport (VBT)
 GG0937
 GG0937.The horizontal coordinates were established by GPS observations
 GG0937.and adjusted by the National Geodetic Survey in September 1999..
 GG0937
 GG0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0937
 GG0937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0937
 GG0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0937
 GG0937.The ellipsoidal height was determined by GPS observations
 GG0937.and is referenced to NAD 83.
 GG0937
 GG0937.The geoid height was determined by GEOID03.
 GG0937
 GG0937;                    North         East     Units Scale Factor Converg.
 GG0937;SPC AR N     -   226,133.828   200,819.117   MT  1.00002546   -1 17 28.7
 GG0937;SPC AR N     -   741,907.40    658,854.05   sFT  1.00002546   -1 17 28.7
 GG0937;UTM  15      - 4,023,606.722   390,610.694   MT  0.99974743   -0 43 21.7
 GG0937
 GG0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0937!SPC AR N     -   0.99994283  x   1.00002546  =   0.99996828
 GG0937!UTM  15      -   0.99994283  x   0.99974743  =   0.99969027
 GG0937
 GG0937:                Primary Azimuth Mark                     Grid Az
 GG0937:SPC AR N     -  BENTPORT                                 181 03 36.9
 GG0937:UTM  15      -  BENTPORT                                 180 29 29.9
 GG0937
 GG0937|---------------------------------------------------------------------|
 GG0937| PID    Reference Object                     Distance      Geod. Az  |
 GG0937|                                                           dddmmss.s |
 GG0937| GG0936 BENTPORT                            APPROX. 0.6 KM 1794608.2 |
 GG0937|---------------------------------------------------------------------|
 GG0937
 GG0937                          SUPERSEDED SURVEY CONTROL
 GG0937
 GG0937  ELLIP H (09/14/99)  364.21   (m)                       GP(       ) 4 1
 GG0937  NAD 83(1997)-  36 21 04.78044(N)    094 13 08.82750(W) AD(       ) 1
 GG0937  NAD 83(1997)-  36 21 04.78981(N)    094 13 08.83062(W) AD(       ) 1
 GG0937  NAD 83(1986)-  36 21 04.79026(N)    094 13 08.82945(W) AD(       ) 1
 GG0937  NGVD 29 (11/13/90)  392.3    (m)         1287.     (f) GPS OBS        
 GG0937
 GG0937.Superseded values are not recommended for survey control.
 GG0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0937.See file dsdata.txt to determine how the superseded data were derived.
 GG0937
 GG0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9061123607(NAD 83)
 GG0937_MARKER: I = METAL ROD
 GG0937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0937_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GG0937_STAMPING: BENTPORT AZ MK 1990
 GG0937_MARK LOGO: NGS   
 GG0937_PROJECTION: FLUSH
 GG0937_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0937+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003
 GG0937_ROD/PIPE-DEPTH: 7.16 meters
 GG0937_SLEEVE-DEPTH  : 0.93 meters
 GG0937
 GG0937  HISTORY     - Date     Condition        Report By
 GG0937  HISTORY     - 1990     MONUMENTED       NGS
 GG0937  HISTORY     - 20031021 GOOD             ARHD
 GG0937
 GG0937                          STATION DESCRIPTION
 GG0937
 GG0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GG0937'STATION IS LOCATED ABOUT 9.4 KM (5.8 MI) NORTH OF CAVE SPRINGS, 8.5 KM
 GG0937'(5.3 MI) WEST-NORTHWEST OF ROGERS, AND 3.0 KM (1.9 MI)
 GG0937'SOUTH-SOUTHWEST OF BENTONVILLE.  AT THE BENTONVILLE MUNICIPAL AIRPORT.
 GG0937'OWNERSHIP--CITY OF BENTONVILLE, RTE 1. BOX 30 A, BENTONVILLE AR
 GG0937'72712.  AIRPORT MANAGER IS JERRY JARNAGAN (MARY JARNAGAN), 2702 SW 1
 GG0937'ST STREET, BENTONVILLE AR 72712.  PHONE IS 501-273-3113 OR HOME
 GG0937'501-273-3317.
 GG0937'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 71 AND 71B IN
 GG0937'SOUTH BENTONVILLE, GO SOUTHERLY ON U.S.HIGHWAY 71 FOR 1.25 KM
 GG0937'(0.78 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 GG0937'THE AIRPORT ENTRANCE ROAD FOR 0.58 KM (0.36 MI) TO A GRAVELED ROAD ON
 GG0937'THE RIGHT.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.19 KM
 GG0937'(0.12 MI) TO A DRIVEWAY WITH A LOCKED CHAIN GATE ON THE LEFT. TURN
 GG0937'LEFT AND GO WEST ON THE DRIVEWAY PASSING THROUGH THE GATE AND AIRPORT
 GG0937'OFFICE ON THE RIGHT AND NORTHWEST ACROSS AN APRON AND WEST ALONG A
 GG0937'TAXIWAY FOR 0.14 KM (0.09 MI) TO THE RUNWAY.  TURN RIGHT AND GO NORTH
 GG0937'ON THE RUNWAY FOR 0.62 KM (0.39 MI) TO THE STATION ON THE RIGHT.
 GG0937'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GG0937'ROD, ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET
 GG0937'3.65 M (11.98 FT) EAST FROM THE EAST EDGE OF RUNWAY END 17 AND 3.55 M
 GG0937'(11.65 FT) EAST-SOUTHEAST FROM THE EAST 1 OF 3 RUNWAY END LIGHTS.
 GG0937'THERE IS A LOCKED GATE AT THIS AIRPORT.
 GG0937'DESCRIBED BY R.D.BALL.
 GG0937
 GG0937                          STATION RECOVERY (2003)
 GG0937
 GG0937'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 GG0937'ELEVATION RUN 3-WIRE LEVEL LOOP FROM G 34 RESET = 1287.498 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0791 ***********************************************************************
 GF0791  DESIGNATION -  BERGMAN
 GF0791  PID         -  GF0791
 GF0791  STATE/COUNTY-  AR/BOONE
 GF0791  USGS QUAD   -  OMAHA NE (1966)
 GF0791
 GF0791                         *CURRENT SURVEY CONTROL
 GF0791  ___________________________________________________________________
 GF0791* NAD 83(1997)-  36 22 40.56381(N)    093 01 49.44631(W)     ADJUSTED  
 GF0791* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 GF0791  ___________________________________________________________________
 GF0791  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GF0791  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0791
 GF0791  HORZ ORDER  -  FIRST
 GF0791
 GF0791.The horizontal coordinates were established by classical geodetic methods
 GF0791.and adjusted by the National Geodetic Survey in September 1999..
 GF0791
 GF0791.The orthometric height was scaled from a topographic map.
 GF0791
 GF0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0791
 GF0791.The geoid height was determined by GEOID03.
 GF0791
 GF0791;                    North         East     Units Scale Factor Converg.
 GF0791;SPC AR N     -   227,325.651   307,539.234   MT  1.00003178   -0 35 58.5
 GF0791;SPC AR N     -   745,817.57  1,008,984.97   sFT  1.00003178   -0 35 58.5
 GF0791;SPC MO C     -    60,556.081   452,409.214   MT  0.99996123   -0 18 52.5
 GF0791;UTM  15      - 4,025,868.656   497,273.096   MT  0.99960009   -0 01 04.9
 GF0791
 GF0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0791!SPC AR N     -   0.99993884  x   1.00003178  =   0.99997062
 GF0791!SPC MO C     -   0.99993884  x   0.99996123  =   0.99990007
 GF0791!UTM  15      -   0.99993884  x   0.99960009  =   0.99953895
 GF0791
 GF0791:                Primary Azimuth Mark                     Grid Az
 GF0791:SPC AR N     -  BERGMAN AZ MK 3                          067 23 04.8
 GF0791:SPC MO C     -  BERGMAN AZ MK 3                          067 05 58.8
 GF0791:UTM  15      -  BERGMAN AZ MK 3                          066 48 11.2
 GF0791
 GF0791|---------------------------------------------------------------------|
 GF0791| PID    Reference Object                     Distance      Geod. Az  |
 GF0791|                                                           dddmmss.s |
 GF0791| CI1125 BERGMAN AZ MK 3                                    0664706.3 |
 GF0791| CI1124 BERGMAN AZ MK 2                                    0681943.9 |
 GF0791| CI1126 BERGMAN RM 1                         78.723 METERS 09704     |
 GF0791| CI1128 BERGMAN RM 3                         29.886 METERS 11056     |
 GF0791| CI1129 BERGMAN RM 4                         13.601 METERS 20527     |
 GF0791| GF0794 HARRISON MUN AIRPORT BEACON         APPROX.16.6 KM 2205057.0 |
 GF0791| CI1127 BERGMAN RM 2                         51.212 METERS 25732     |
 GF0791| CI1123 BERGMAN AZ MK                                      3172147.7 |
 GF0791|---------------------------------------------------------------------|
 GF0791
 GF0791                          SUPERSEDED SURVEY CONTROL
 GF0791
 GF0791  NAD 83(1997)-  36 22 40.57070(N)    093 01 49.44675(W) AD(       ) 1
 GF0791  NAD 83(1986)-  36 22 40.57465(N)    093 01 49.44417(W) AD(       ) 1
 GF0791  NAD 27      -  36 22 40.32500(N)    093 01 48.81300(W) AD(       ) 1
 GF0791
 GF0791.Superseded values are not recommended for survey control.
 GF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0791.See file dsdata.txt to determine how the superseded data were derived.
 GF0791
 GF0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9727325869(NAD 83)
 GF0791_MARKER: DS = TRIANGULATION STATION DISK
 GF0791_SETTING: 80 = SET IN A BOULDER
 GF0791_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GF0791
 GF0791  HISTORY     - Date     Condition        Report By
 GF0791  HISTORY     - 1928     MONUMENTED       CGS
 GF0791  HISTORY     - 1935     GOOD             ARGS
 GF0791  HISTORY     - 1940     GOOD             CGS
 GF0791  HISTORY     - 1954     GOOD             CGS
 GF0791  HISTORY     - 1972     GOOD             NGS
 GF0791
 GF0791                          STATION DESCRIPTION
 GF0791
 GF0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GF0791'STATION IS ABOUT 17 MILES E OF N OF HARRISON, 7 MILES N OF
 GF0791'BERGMAN RAILROAD STATION, ON RIDGE ROAD, ON LAND OWNED BY MR.
 GF0791'RUSHBINS, 1/4 MILE SE OF HIS HOME, ON S SIDE OF OLD CLEARED
 GF0791'FIELD, 30 METERS (98 FEET) N OF ROAD AND 10.80 METERS (35.4 FEET)
 GF0791'N OF RAIL FENCE.
 GF0791'
 GF0791'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS.
 GF0791'SURFACE MARK IS IN A BOULDER 14 INCHES BELOW SURFACE.
 GF0791'
 GF0791'UNDERGROUND MARK IS IN A BOULDER 5 FEET BELOW SURFACE.
 GF0791'
 GF0791'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS, FLUSH
 GF0791'WITH SURFACE AS DESCRIBED.
 GF0791'
 GF0791'REFERENCE MARK NO. 1 IS IN FENCE ROW, 78.22 METERS (256.6 FEET)
 GF0791'(SLOPE DISTANCE) FROM STATION.
 GF0791'
 GF0791'REFERENCE MARK NO. 2 IS IN FENCE ROW, 51.235 METERS (168.09 FEET)
 GF0791'FROM STATION.
 GF0791'
 GF0791'A BENCH MARK OF UNITED STATES GEOLOGICAL SURVEY, IN IRON PIPE
 GF0791'PROJECTING 12 INCHES ELEVATION 1.356 FEET, IS 250 METERS
 GF0791'(820 FEET) W OF STATION IN FORK OF ROAD.
 GF0791
 GF0791                          STATION RECOVERY (1935)
 GF0791
 GF0791'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 GF0791'STATION MARK FOUND IN GOOD CONDITION, ON LAND DESCRIBED,
 GF0791'16 MILES N OF E OF HARRISON, 6.5 MILES N OF BERGMAN, 4.8 MILES
 GF0791'N OF STATE HIGHWAY 43.  ROAD PAST STATION HAS BEEN RELOCATED.
 GF0791'U.S.G.S. MARKER, ELEVATION 1,356 FEET, AT FORK IN ROAD HAS BEEN
 GF0791'BROKEN OFF AT GROUND SURFACE.  STATION IS ON LAND OWNED AND
 GF0791'OPERATED BY MR. WILLIAM RUSHING, 1/4 MILE S OF HIS HOME, 157
 GF0791'FEET N OF CENTER LINE OF ROAD, 38 FEET N OF CENTER LINE OF RAIL
 GF0791'FENCE, 87 FEET NE OF TWIN 8-INCH OAK TREES IN RAIL FENCE
 GF0791'LINE, 404 FEET E OF ROW OF PARTLY DEAD TREES ON W SIDE OF
 GF0791'FIELD AND 295 FEET E OF E SIDE OF HOUSE ON S SIDE OF ROAD.
 GF0791'
 GF0791'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION, 2 FEET N OF CENTER
 GF0791'LINE OF RAIL FENCE, 150 FEET, PACED DISTANCE, N OF CENTER LINE OF
 GF0791'PRESENT ROAD AND 14 FEET N OF OLD ROAD.
 GF0791'
 GF0791'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION, 57 FEET N OF
 GF0791'CENTER LINE OF ROAD, 249 FEET E OF ROW OF PARTLY DEAD TREES
 GF0791'ON W SIDE OF FIELD 140 FEET E OF HOUSE ON S SIDE OF ROAD AND 3
 GF0791'FEET N OF CENTER LINE OF RAIL FENCE.
 GF0791
 GF0791                          STATION RECOVERY (1940)
 GF0791
 GF0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0791'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TWO
 GF0791'NEW REFERENCE MARKS AND AN AZIMUTH MARK, STANDARD DISKS SET
 GF0791'IN CONCRETE AS DESCRIBED BY THIS PARTY.
 GF0791'THE OLD REFERENCE MARKS NO. 1 AND NO. 2 WILL BE REMOVED BY
 GF0791'MR. RUSHINGS WHEN A NEW FENCE IS BUILT.
 GF0791'
 GF0791'DISTANCES TO OLD MARKS WERE FOUND IN ERROR.  NEW DESCRIPTION
 GF0791'FOLLOWS,
 GF0791'
 GF0791'STATION IS LOCATED ABOUT 7 MILES N OF BERGMAN, ON LAND OWNED BY
 GF0791'MR. RUSHINGS, ABOUT 0.25 MILE SE OF HIS HOUSE, ON THE S SIDE OF
 GF0791'A CLEARED FIELD.  THE STATION IS IN THE SW 1/4 OF SEC. 17, T 20
 GF0791'N, R 20 W.
 GF0791'
 GF0791'STATION IS STAMPED BERGMAN 1928 AND IS SET IN A BOULDER, 16
 GF0791'INCHES BELOW THE SURFACE OF THE GROUND, AND ACCORDING TO THE
 GF0791'OLD DESCRIPTION THE UNDERGROUND MARK IS SET IN A BOULDER 5
 GF0791'FEET BELOW THE SURFACE.  STATION IS 53 FEET N OF THE CENTER OF
 GF0791'A DIRT ROAD AND 36 FEET N OF A RAIL FENCE.
 GF0791'
 GF0791'REFERENCE MARK NO. 1 IS ESE OF THE STATION, SET IN A SMALL
 GF0791'BOULDER.  IT IS 16 FEET N OF THE CENTER OF A DIRT ROAD.
 GF0791'
 GF0791'REFERENCE MARK NO. 2 IS WSW OF THE STATION SET IN A SMALL
 GF0791'BOULDER.  IT IS 17 FEET N OF THE CENTER OF A DIRT ROAD.
 GF0791'
 GF0791'REFERENCE MARK NO.3 1940 IS ESE OF THE STATION.  MARK IS
 GF0791'STAMPED BERGMAN NO. 3 1940 AND PROJECTS 8 INCHES.  IT IS 17
 GF0791'FEET N OF THE CENTER OF A DIRT ROAD.
 GF0791'
 GF0791'REFERENCE MARK NO. 4 IS SSW OF THE STATION.  MARK IS STAMPED
 GF0791'BERGMAN NO.4 1940 AND PROJECTS 8 INCHES.  IT IS ON THE S SIDE OF A
 GF0791'RAIL FENCE ABOUT 15 FEET N OF THE CENTER OF A DIRT ROAD.
 GF0791'
 GF0791'THE U.S.G.S. MARK DESCRIBED IN A PREVIOUS DESCRIPTION WAS
 GF0791'FOUND LAYING IN THE FORKS OF THE ROAD, THE PIPE HAVING RUSTED
 GF0791'OFF AT THE GROUND.  THE EXACT LOCATION COULD NOT BE FOUND.
 GF0791'
 GF0791'THE AZIMUTH MARK IS STAMPED BERGMAN 1940 AND PROJECTS 6 INCHES.
 GF0791'IT IS 17 FEET W OF THE CENTER OF A DIRT ROAD AND 1.5 FEET
 GF0791'E OF A FENCE.
 GF0791'
 GF0791'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W 0.1 MILE
 GF0791'TO A FORK, TURN RIGHT, (N) AND GO 0.1 MILE TO THE AZIMUTH
 GF0791'MARK ON THE LEFT.
 GF0791'
 GF0791'TO REACH THE STATION FROM BERGMAN, GO W ON A GRAVEL ROAD FOR 0.5
 GF0791'MILE TO STATE HIGHWAY 43, TURN RIGHT ON HIGHWAY AND GO 1.5 MILES
 GF0791'TO A T-ROAD LEFT, TURN LEFT AND GO 0.6 MILE TO A CROSS ROAD, TURN
 GF0791'RIGHT AND FOLLOW MAIN-TRAVELED ROAD FOR 1.2 MILES TO A FORK, TAKE
 GF0791'RIGHT FORK AND FOLLOW MAIN-TRAVELED ROAD FOR 3.1 MILES TO A
 GF0791'DOUBLE FORK LEFT, TAKE NORTHERLY OF TWO ROADS AND GO W FOR 0.2
 GF0791'MILE TO THE STATION IN A FIELD ON THE RIGHT, ABOUT 200 YARDS
 GF0791'ENE OF A HOUSE AND A SAW MILL.
 GF0791
 GF0791                          STATION RECOVERY (1954)
 GF0791
 GF0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0791'THE STATION MARK AND REFERENCE MARKS 1, 3 AND 4 WERE RECOVERED
 GF0791'AND FOUND IN GOOD CONDITION.  THE 1940 DESCRIPTIONS WERE NOT
 GF0791'AVAILABLE AT THE TIME OF OCCUPATION AND THE EXISTANCE OF THE
 GF0791'1940 AZIMUTH MARK WAS NOT KNOWN AND A SEARCH WAS NOT MADE.
 GF0791'A NEW AZIMUTH MARK WAS THEREFORE ESTABLISHED.  REFERENCE MARK
 GF0791'NO. 1 WAS NOT RECOVERED UNTIL AFTER THE STATION WAS BUILT AND
 GF0791'WAS NOT OBSERVED ON BECAUSE IT WAS OBSTRUCTED BY A LEG OF
 GF0791'THE TOWER.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GF0791'
 GF0791'THE STATION IS IN SEC. 17, T 20 N, R 20 W, 12 MILES NORTHEAST
 GF0791'OF HARRISON, 9 MILES SOUTHWEST OF LEAD HILL, 47 FEET NORTH OF THE
 GF0791'CENTER OF A GRAVELED ROAD, 45 FEET NORTH OF A WIRE FENCE, 45 FEET
 GF0791'NORTHWEST OF TELEPHONE POLE NO. 4 AND 45 FEET NORTHEAST OF
 GF0791'A 4 IN X 4 IN WITNESS POST.
 GF0791'
 GF0791'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 GF0791'SQUARE IN HARRISON, GO EAST AND NORTH ON STATE HIGHWAY 43 FOR
 GF0791'9.7 MILES TO A BRIDGE OVER A RAILROAD, CONTINUE ON THE HIGHWAY
 GF0791'FOR 1.2 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 GF0791'WESTERLY ON A GRAVELED ROAD FOR 0.6 MILE TO A CROSS ROAD,
 GF0791'TURN RIGHT AND GO NORTHERLY ON THE GRAVELED ROAD FOR 4.5 MILES
 GF0791'TO A FORK, TURN LEFT AND GO FOR 0.25 MILE TO THE STATION MARK
 GF0791'ON THE RIGHT AS DESCRIBED, TO REACH THE AZIMUTH MARK FROM
 GF0791'THE INTERSECTION 0.25 MILE EAST OF THE STATION, GO NORTH FOR
 GF0791'0.3 MILE TO A FARMHOUSE AND THE AZIMUTH MARK ON THE RIGHT.
 GF0791'
 GF0791'THE STATION MARK IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED
 GF0791'BERGMAN 1928.
 GF0791'
 GF0791'REFERENCE MARK NO. 1 IS 14 FEET NORTH OF THE CENTER OF THE
 GF0791'GRAVELED ROAD, AND 2 FEET NORTH OF A WIRE FENCE.  THE MARK IS A
 GF0791'STANDARD DISK SET IN A DRILLED HOLE IN BEDROCK THAT IS FLUSH WITH
 GF0791'THE GROUND AND THE DISK IS STAMPED BERGMAN NO 1 1928.
 GF0791'
 GF0791'REFERENCE MARK NO. 3 IS 10 FEET WEST OF THE ROAD AND 3 FEET WEST
 GF0791'OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GF0791'STAMPED BERGMAN NO 3 1940.
 GF0791'
 GF0791'REFERENCE MARK NO. 4 IS 10 FEET NORTH OF THE ROAD AND 1 FOOT
 GF0791'NORTH OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 GF0791'IS STAMPED BERGMAN NO 4 1940.
 GF0791'
 GF0791'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF A DRIVEWAY, 18 FEET
 GF0791'SOUTH OF A GRAVELED ROAD, 9 FEET SOUTHWEST OF A FENCE CORNER,
 GF0791'AND 3 FEET NORTHEAST OF A 4 IN X 4 IN WITNESS POST.  THE MARK IS
 GF0791'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BERGMAN 1954.
 GF0791'
 GF0791'HEIGHT OF LIGHT ABOVE MARK- 21 METERS.
 GF0791
 GF0791                          STATION RECOVERY (1972)
 GF0791
 GF0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0791'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH
 GF0791'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ROCK
 GF0791'REFERENCE MARK 1 WAS CEMENTED IN WAS FOUND SPLIT APART AND THE
 GF0791'DISK WAS RECLAIMED THIS DATE.  DUE TO ROAD CONSTRUCTION AND THE
 GF0791'AZIMUTH MARK AT THE EDGE OF A DIRT BANK A NEW AZIMUTH MARK WAS
 GF0791'ESTABLISHED AND THE 1954 AZIMUTH MARK DISK WAS RECLAIMED AFTER
 GF0791'OBSERVATIONS WERE MADE.  THE DISTANCES AND DIRECTIONS TO THE
 GF0791'REFERENCE MARKS WERE VERIFIED.
 GF0791'
 GF0791'FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 GF0791'
 GF0791'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF HARRISON,
 GF0791'6-1/2 MILES WEST-SOUTHWEST OF LEAD HILL AND 5 MILES NORTH
 GF0791'OF THE VILLAGE OF BERGMAN, IN PASTURE LAND OWNED BY MR. JIM
 GF0791'RUSHIND, ROUTE 4, BOX 115 HARRISON, ARKANSAS.
 GF0791'
 GF0791'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND
 GF0791'62 AND STATE HIGHWAY 7 AT THE SOUTHEAST EDGE OF HARRISON,
 GF0791'GO EAST AND NORTHERLY ON HIGHWAY 7 FOR 9.5 MILES TO THE
 GF0791'BERGMAN SCHOOL ON THE LEFT.  CONTINUE NORTHERLY ON HIGHWAY
 GF0791'7 FOR 0.3 MILE TO A BRIDGE OVER RAILROAD TRACKS.  CONTINUE
 GF0791'NORTHERLY ON HIGHWAY 7 FOR 1.2 MILES TO A SIDE ROAD LEFT,
 GF0791'(STATE ROAD 281).  TURN LEFT AND FOLLOW STATE ROAD 281 WEST AND
 GF0791'NORTHERLY FOR 4.85 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 GF0791'WEST ON A GRAVELED ROAD FOR 0.25 MILE TO THE STATION ON THE
 GF0791'RIGHT.
 GF0791'
 GF0791'THE STATION MARK IS A STANDARD DISK STAMPED BERGMAN 1928, CEMENTED
 GF0791'IN A DRILL HOLE IN A BOULDER AND IS 18 INCHES BELOW THE
 GF0791'GROUND SURFACE.  IT IS 121 FEET SOUTHEAST OF A 16-INCH OAK
 GF0791'TREE, 56 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 45 FEET
 GF0791'NORTHEAST OF A METAL WITNESS IN A FENCE LINE, 43 FEET NORTH
 GF0791'OF A POWER POLE AND 40 FEET NORTH OF A FENCE.
 GF0791'
 GF0791'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BERGMAN NO 3 1940,
 GF0791'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 GF0791'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 73
 GF0791'FEET EAST OF THE POWER POLE, 19 FEET NORTH OF THE CENTER OF
 GF0791'THE GRAVELED ROAD AND 3 FEET NORTH OF A METAL WITNESS POST
 GF0791'IN THE FENCE LINE.  THE ARROW ON THE DISK IS POINTING ABOUT 20
 GF0791'DEGREES TO THE SOUTH OF THE STATION.
 GF0791'
 GF0791'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BERGMAN NO 4 1940,
 GF0791'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GF0791'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 39 FEET WEST OF
 GF0791'THE POWER POLE, 16 FEET NORTH OF THE CENTER OF THE GRAVELED
 GF0791'ROAD, 1 FOOT EAST OF THE METAL WITNESS POST AND 6 INCHES NORTH
 GF0791'OF THE FENCE.
 GF0791'
 GF0791'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERGMAN 1928 1972,
 GF0791'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GF0791'IS FLUSH WITH THE GROUND SURFACE.  IT IS 85 FEET SOUTHEAST OF
 GF0791'A POWER POLE WITH TRANSFORMER AT TOP, 84.5 FEET WEST OF THE CENTER
 GF0791'OF THE TOP STEP AT (WEST) FRONT OF HOUSE, 26 FEET SOUTH OF A
 GF0791'30-INCH TWIN TRUNK OAK TREE AND 8 FEET EAST-SOUTHEAST OF A
 GF0791'20-INCH OAK TREE.
 GF0791'
 GF0791'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 GF0791'GRAVELED ROAD FOR 0.25 MILE TO FORKS.  BEAR LEFT AND GO NORTHERLY
 GF0791'ON STATE ROAD 281 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 GF0791'RIGHT IN FARM YARD.
 GF0791'
 GF0791'NOTE- THE MEASUREMENT BETWEEN THE REFERENCE MARKS WAS A
 GF0791'ROUGH MEASUREMENT THROUGH BRUSH.
 GF0791'
 GF0791'BERGMAN AZ MK 1954 TO BERGMAN AZ MK 1928 1972 = PLUS 0.2888 METERS
 GF0791'
 GF0791'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 GF0791'NORTH OF BERGMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0832 ***********************************************************************
 GF0832  DESIGNATION -  BERRYVILLE
 GF0832  PID         -  GF0832
 GF0832  STATE/COUNTY-  AR/CARROLL
 GF0832  USGS QUAD   -  GRANDVIEW (1972)
 GF0832
 GF0832                         *CURRENT SURVEY CONTROL
 GF0832  ___________________________________________________________________
 GF0832* NAD 83(1997)-  36 22 37.05963(N)    093 35 01.34585(W)     ADJUSTED  
 GF0832* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 GF0832  ___________________________________________________________________
 GF0832  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GF0832  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0832
 GF0832  HORZ ORDER  -  THIRD
 GF0832
 GF0832.The horizontal coordinates were established by classical geodetic methods
 GF0832.and adjusted by the National Geodetic Survey in September 1999..
 GF0832
 GF0832.The orthometric height was scaled from a topographic map.
 GF0832
 GF0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0832
 GF0832.The geoid height was determined by GEOID03.
 GF0832
 GF0832;                    North         East     Units Scale Factor Converg.
 GF0832;SPC AR N     -   227,876.715   257,891.421   MT  1.00003155   -0 55 17.6
 GF0832;SPC AR N     -   747,625.52    846,098.77   sFT  1.00003155   -0 55 17.6
 GF0832;SPC MO C     -    60,862.874   402,760.844   MT  1.00004979   -0 38 34.1
 GF0832;SPC MO W     -    23,723.674   932,217.584   MT  1.00002443   +0 32 36.5
 GF0832;UTM  15      - 4,025,918.437   447,643.095   MT  0.99963377   -0 20 46.3
 GF0832
 GF0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0832!SPC AR N     -   0.99994367  x   1.00003155  =   0.99997522
 GF0832!SPC MO C     -   0.99994367  x   1.00004979  =   0.99999346
 GF0832!SPC MO W     -   0.99994367  x   1.00002443  =   0.99996810
 GF0832!UTM  15      -   0.99994367  x   0.99963377  =   0.99957747
 GF0832
 GF0832|---------------------------------------------------------------------|
 GF0832| PID    Reference Object                     Distance      Geod. Az  |
 GF0832|                                                           dddmmss.s |
 GF0832| GF0833 BERRYVILLE 2 RESET                   18.050 METERS 01140     |
 GF0832| CI1130 BERRYVILLE RM 1                      23.323 METERS 22952     |
 GF0832| GF0837 BERRYVILLE 2 AZ MK                  APPROX. 1.6 KM 2921239.3 |
 GF0832| GF0838 BERRYVILLE AZ MK                    APPROX. 1.6 KM 2923239.1 |
 GF0832| CI1131 BERRYVILLE RM 2                      17.047 METERS 30919     |
 GF0832|---------------------------------------------------------------------|
 GF0832
 GF0832                          SUPERSEDED SURVEY CONTROL
 GF0832
 GF0832  NAD 83(1997)-  36 22 37.06784(N)    093 35 01.34842(W) AD(       ) 3
 GF0832  NAD 83(1997)-  36 22 37.07058(N)    093 35 01.34624(W) AD(       ) 3
 GF0832  NAD 83(1986)-  36 22 37.07074(N)    093 35 01.34640(W) AD(       ) 3
 GF0832  NAD 27      -  36 22 36.82280(N)    093 35 00.67640(W) AD(       ) 3
 GF0832
 GF0832.Superseded values are not recommended for survey control.
 GF0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0832.See file dsdata.txt to determine how the superseded data were derived.
 GF0832
 GF0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4764325918(NAD 83)
 GF0832_MARKER: DS = TRIANGULATION STATION DISK
 GF0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0832
 GF0832  HISTORY     - Date     Condition        Report By
 GF0832  HISTORY     - 1961     MONUMENTED       CGS
 GF0832  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GF0832
 GF0832                          STATION DESCRIPTION
 GF0832
 GF0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0832'ABOUT 1-1/2 MILES NORTHWEST OF BERRYVILLE, IN THE SOUTHEAST
 GF0832'1/4 OF SEC. 24, T. 20 N., R. 25 W., AND ON HIGHWAY RIGHT-OF-WAY
 GF0832'IT IS 113 FEET WEST OF THE SOUTHWEST CORNER OF THE BROADVIEW
 GF0832'CAFE, 37 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 62, 14
 GF0832'FEET WEST OF A TELEPHONE POLE, 14 FEET WEST OF A FENCE CORNER,
 GF0832'4 FEET SOUTHWEST OF A WITNESS POST AND 3 FEET SOUTHWEST OF A
 GF0832'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GF0832'BERRYVILLE 1961.
 GF0832'
 GF0832'TO REACH FROM THE NORTH SIDE OF THE SQUARE IN BERRYVILLE, GO
 GF0832'NORTH AND WESTERLY ON U.S. HIGHWAY 62 FOR 1.5 MILES TO THE
 GF0832'BROADVIEW CAFE AND THE STATION ON THE RIGHT.
 GF0832'
 GF0832'TO REACH THE AZIMUTH FROM THE STATION, GO WESTERLY ON
 GF0832'HIGHWAY 62 FOR 1.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GF0832'
 GF0832'REFERENCE MARK 1 IS 37 FEET SOUTHWEST OF THE CENTERLINE OF
 GF0832'HIGHWAY 62, 26 FEET SOUTHEAST OF A TELEPHONE POLE AND 2 FEET
 GF0832'NORTHEAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 GF0832'AND THE DISK IS STAMPED BERRYVILLE NO 1 1961.
 GF0832'
 GF0832'REFERENCE MARK 2 IS 39 FEET NORTHEAST OF THE CENTERLINE OF
 GF0832'HIGHWAY 62, 35 FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT
 GF0832'SOUTHWEST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 GF0832'AND THE DISK IS STAMPED BERRYVILLE NO 2 1961.
 GF0832'
 GF0832'THE AZIMUTH MARK IS 249 FEET WEST OF THE CENTERLINE OF A
 GF0832'GRAVELED DRIVEWAY, 37 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 GF0832'62, 2 FEET NORTH OF A TELEPHONE POLE AND 3 FEET NORTH OF A
 GF0832'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GF0832'BERRYVILLE 1961.
 GF0832'
 GF0832'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0832
 GF0832                          STATION RECOVERY (1969)
 GF0832
 GF0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GF0832'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 GF0832'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION
 GF0832'BUT ALL MARKS WERE IN THE WAY OF HIGHWAY CONSTRUCTION ON U.S.
 GF0832'HIGHWAY 62 AND WERE MOVED AT THE REQUEST OF THE ARKANSAS STATE
 GF0832'HIGHWAY DEPARTMENT.  THE DIRECTIONS TO THE REFERENCE MARKS
 GF0832'CHECKED BUT THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK
 GF0832'BY PLUS 0.05 FEET, AND THE DISTANCE TO REFERENCE MARK NO. 2
 GF0832'FAILED TO CHECK BY PLUS 0.03 FEET.
 GF0832'
 GF0832'BERRYVILLE 2 WAS ESTABLISHED.
 GF0832'
 GF0832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 GF0832'MILES NW OF BERRYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0833 ***********************************************************************
 GF0833  DESIGNATION -  BERRYVILLE 2 RESET
 GF0833  PID         -  GF0833
 GF0833  STATE/COUNTY-  AR/CARROLL
 GF0833  USGS QUAD   -  GRANDVIEW (1972)
 GF0833
 GF0833                         *CURRENT SURVEY CONTROL
 GF0833  ___________________________________________________________________
 GF0833* NAD 83(1997)-  36 22 37.63310(N)    093 35 01.19932(W)     ADJUSTED  
 GF0833* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 GF0833  ___________________________________________________________________
 GF0833  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GF0833  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0833
 GF0833  HORZ ORDER  -  THIRD
 GF0833
 GF0833.The horizontal coordinates were established by classical geodetic methods
 GF0833.and adjusted by the National Geodetic Survey in September 1999..
 GF0833.No horizontal observational check was made to the station.
 GF0833
 GF0833.The orthometric height was scaled from a topographic map.
 GF0833
 GF0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0833
 GF0833.The geoid height was determined by GEOID03.
 GF0833
 GF0833;                    North         East     Units Scale Factor Converg.
 GF0833;SPC AR N     -   227,894.331   257,895.357   MT  1.00003159   -0 55 17.5
 GF0833;SPC AR N     -   747,683.32    846,111.68   sFT  1.00003159   -0 55 17.5
 GF0833;SPC MO W     -    23,741.385   932,221.069   MT  1.00002444   +0 32 36.6
 GF0833;SPC MO C     -    60,880.509   402,764.694   MT  1.00004978   -0 38 34.0
 GF0833;UTM  15      - 4,025,936.085   447,646.853   MT  0.99963377   -0 20 46.2
 GF0833
 GF0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0833!SPC AR N     -   0.99994367  x   1.00003159  =   0.99997526
 GF0833!SPC MO W     -   0.99994367  x   1.00002444  =   0.99996811
 GF0833!SPC MO C     -   0.99994367  x   1.00004978  =   0.99999345
 GF0833!UTM  15      -   0.99994367  x   0.99963377  =   0.99957747
 GF0833
 GF0833|---------------------------------------------------------------------|
 GF0833| PID    Reference Object                     Distance      Geod. Az  |
 GF0833|                                                           dddmmss.s |
 GF0833| CI1134 BERRYVILLE 2 RM 5                    38.225 METERS 12810     |
 GF0833| GF0832 BERRYVILLE                           18.050 METERS 19140     |
 GF0833| CI1132 BERRYVILLE 2 RM 3                    46.052 METERS 21746     |
 GF0833| CI1133 BERRYVILLE 2 RM 4                    31.702 METERS 28954     |
 GF0833| GF0837 BERRYVILLE 2 AZ MK                  APPROX. 1.6 KM 2913506.4 |
 GF0833| GF0838 BERRYVILLE AZ MK                    APPROX. 1.6 KM 2915507.1 |
 GF0833|---------------------------------------------------------------------|
 GF0833
 GF0833                          SUPERSEDED SURVEY CONTROL
 GF0833
 GF0833  NAD 83(1997)-  36 22 37.64132(N)    093 35 01.20189(W) AD(       ) 3
 GF0833  NAD 83(1997)-  36 22 37.64406(N)    093 35 01.19971(W) AD(       ) 3
 GF0833  NAD 83(1986)-  36 22 37.64414(N)    093 35 01.19989(W) AD(       ) 3
 GF0833  NAD 27      -  36 22 37.39628(N)    093 35 00.52989(W) AD(       ) 3
 GF0833
 GF0833.Superseded values are not recommended for survey control.
 GF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0833.See file dsdata.txt to determine how the superseded data were derived.
 GF0833
 GF0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4764725936(NAD 83)
 GF0833_MARKER: DS = TRIANGULATION STATION DISK
 GF0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0833
 GF0833  HISTORY     - Date     Condition        Report By
 GF0833  HISTORY     - 1975     MONUMENTED       NGS
 GF0833
 GF0833                          STATION DESCRIPTION
 GF0833
 GF0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GF0833'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 GF0833'WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1969 AND IN GOOD
 GF0833'CONDITION.  THE 1969 DESCRIPTION OF ROUTE TO REACH THE STATION IS
 GF0833'ADEQUATE.  DUE TO LAND LEVELING AT THE STATION SITE THE STATION
 GF0833'MARK WAS LOWERED AND REFERENCE MARK 5 WAS ESTABLISHED THIS
 GF0833'DATE.  FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK AND
 GF0833'DESCRIPTION FOR REFERENCE MARK 5 AND THE BENCH MARK.
 GF0833'
 GF0833'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BERRYVILLE 2
 GF0833'1969 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 GF0833'MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE THIS DATE.  IT
 GF0833'IS 128 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE LP GAS
 GF0833'CO. OFFICE, 137 FEET WEST OF THE NORTHWEST CORNER OF THE LP GAS
 GF0833'CO, OFFICE AND 78 FEET NORTHEAST OF THE CENTER OF HIGHWAY 62, ON
 GF0833'PROPERTY OWNED BY MR. L.N. BOLIN, RT 5 BOX 22, BERRYVILLE,
 GF0833'ARKANSAS AND LEASED BY DR. JOHN MURPHY.
 GF0833'
 GF0833'REFERENCE MARK 5 IS A 4 INCH CAST ALUMINUM REFERENCE MARK, 30
 GF0833'INCHES IN LENGTH WITH THE BASE SET IN CONCRETE, FLUSH WITH THE
 GF0833'SURFACE OF THE GROUND AND IS STAMPED BERRYVILLE 2 1969 NO 5 1975.
 GF0833'IT IS 3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LP GAS CO.
 GF0833'OFFICE AND 2.3 FEET WEST-NORTHWEST OF THE NORTH PLANE OF THE
 GF0833'OFFICE.
 GF0833'
 GF0833'AZIMUTH MARK 1969 AND BM F 157 RESET 1969 LENGTHS SHOWN ARE
 GF0833'SEA LEVEL.
 GF0833'
 GF0833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 GF0833'NORTHWEST OF BERRYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0839 ***********************************************************************
 GF0839  DESIGNATION -  BERRYVILLE MUNICIPAL TANK
 GF0839  PID         -  GF0839
 GF0839  STATE/COUNTY-  AR/CARROLL
 GF0839  USGS QUAD   -  BERRYVILLE (1972)
 GF0839
 GF0839                         *CURRENT SURVEY CONTROL
 GF0839  ___________________________________________________________________
 GF0839* NAD 83(1997)-  36 21 51.40707(N)    093 34 05.81977(W)     ADJUSTED  
 GF0839* NAVD 88     -                                                        
 GF0839  ___________________________________________________________________
 GF0839  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GF0839  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0839
 GF0839  HORZ ORDER  -  THIRD
 GF0839
 GF0839.The horizontal coordinates were established by classical geodetic methods
 GF0839.and adjusted by the National Geodetic Survey in September 1999..
 GF0839
 GF0839
 GF0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0839
 GF0839.The geoid height was determined by GEOID03.
 GF0839
 GF0839;                    North         East     Units Scale Factor Converg.
 GF0839;SPC AR N     -   226,447.511   259,252.903   MT  1.00002851   -0 54 45.3
 GF0839;SPC AR N     -   742,936.54    850,565.57   sFT  1.00002851   -0 54 45.3
 GF0839;UTM  15      - 4,024,503.542   449,018.317   MT  0.99963202   -0 20 13.0
 GF0839
 GF0839                          SUPERSEDED SURVEY CONTROL
 GF0839
 GF0839  NAD 83(1997)-  36 21 51.41511(N)    093 34 05.82201(W) AD(       ) 4
 GF0839  NAD 83(1997)-  36 21 51.41788(N)    093 34 05.81981(W) AD(       ) 4
 GF0839  NAD 83(1986)-  36 21 51.41843(N)    093 34 05.81994(W) AD(       ) 4
 GF0839  NAD 27      -  36 21 51.16500(N)    093 34 05.15400(W) AD(       ) 3
 GF0839
 GF0839.Superseded values are not recommended for survey control.
 GF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0839.See file dsdata.txt to determine how the superseded data were derived.
 GF0839
 GF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4901824504(NAD 83)
 GF0839_MARKER: 53 = ELEVATED TANK
 GF0839
 GF0839  HISTORY     - Date     Condition        Report By
 GF0839  HISTORY     - 1940     FIRST OBSERVED   CGS
 GF0839  HISTORY     - 1961     GOOD             CGS
 GF0839  HISTORY     - 1971     GOOD             NGS
 GF0839
 GF0839                          STATION DESCRIPTION
 GF0839
 GF0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0839'STATION IS THE MUNICIPAL WATER TANK LOCATED ABOUT 50 FEET
 GF0839'SW OF THE TOWN SQUARE AND JUST BEHIND THE LIBRARY BUILDING.
 GF0839'
 GF0839'THE TANK WAS BUILT IN 1915 IS ABOUT 125 FEET HIGH AND IS
 GF0839'SUPPORTED BY FOUR STEEL TRUSS WORK LEGS.  THE TANK PROPER IS
 GF0839'PAINTED SILVER AND THE LEGS ARE PAINTED BLACK.  THE WORDS
 GF0839'PURE SOFT SPRING WATER ARE ON THE TANK PROPER IN BLACK LETTERS
 GF0839'AND THERE IS AN 8-INCH STEEL BALL AT ITS APEX.
 GF0839
 GF0839                          STATION RECOVERY (1961)
 GF0839
 GF0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0839'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GF0839
 GF0839                          STATION RECOVERY (1971)
 GF0839
 GF0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0839'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  STATION
 GF0839'WAS FORMERLY KNOWN AS BERRYVILLE MUNICIPAL WATER TANK 1940.
 GF0839'
 GF0839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BERRYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0152 ***********************************************************************
 EJ0152  DESIGNATION -  BET
 EJ0152  PID         -  EJ0152
 EJ0152  STATE/COUNTY-  AR/PULASKI
 EJ0152  USGS QUAD   -  ALEXANDER (1986)
 EJ0152
 EJ0152                         *CURRENT SURVEY CONTROL
 EJ0152  ___________________________________________________________________
 EJ0152* NAD 83(1986)-  34 38 40.     (N)    092 25 36.     (W)     SCALED    
 EJ0152* NAVD 88     -        94.378  (meters)     309.64   (feet)  ADJUSTED  
 EJ0152  ___________________________________________________________________
 EJ0152  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ0152  DYNAMIC HT  -          94.291 (meters)     309.35  (feet)  COMP
 EJ0152  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 EJ0152
 EJ0152  VERT ORDER  -  FIRST     CLASS II
 EJ0152
 EJ0152.The horizontal coordinates were scaled from a topographic map and have
 EJ0152.an estimated accuracy of +/- 6 seconds.
 EJ0152
 EJ0152.The orthometric height was determined by differential leveling
 EJ0152.and adjusted by the National Geodetic Survey in June 1991..
 EJ0152
 EJ0152.The geoid height was determined by GEOID03.
 EJ0152
 EJ0152.The dynamic height is computed by dividing the NAVD 88
 EJ0152.geopotential number by the normal gravity value computed on the
 EJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0152.degrees latitude (g = 980.6199 gals.).
 EJ0152
 EJ0152.The modeled gravity was interpolated from observed gravity values.
 EJ0152
 EJ0152;                    North         East    Units  Estimated Accuracy
 EJ0152;SPC AR S     -   619,450.      360,880.      MT  (+/- 180 meters Scaled)
 EJ0152
 EJ0152                          SUPERSEDED SURVEY CONTROL
 EJ0152
 EJ0152  NGVD 29 (??/??/92)   94.420  (m)          309.78   (f) ADJ UNCH    1 2
 EJ0152
 EJ0152.Superseded values are not recommended for survey control.
 EJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0152.See file dsdata.txt to determine how the superseded data were derived.
 EJ0152
 EJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU525337(NAD 83)
 EJ0152_MARKER: DB = BENCH MARK DISK
 EJ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0152_STAMPING: BET 1934
 EJ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0152+STABILITY: SURFACE MOTION
 EJ0152
 EJ0152  HISTORY     - Date     Condition        Report By
 EJ0152  HISTORY     - 1934     MONUMENTED       CGS
 EJ0152  HISTORY     - 1935     GOOD             NGS
 EJ0152
 EJ0152                          STATION DESCRIPTION
 EJ0152
 EJ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0152'1.4 MI NE FROM ALEXANDER.
 EJ0152'ABOUT 675 FEET WEST OF M.P. 357-10.  216 FEET SOUTHWEST OF M.P.
 EJ0152'357-15.  34.6 FEET NORTHWEST OF CENTERLINE OF NORTHWEST TRACK OF
 EJ0152'MISSOURI PACIFIC R.R.  1 FT. SOUTHEAST OF R/W FENCE.  TABLET SET IN
 EJ0152'PRECAST CONCRETE POST SET AT EAST END OF RAILROAD CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0869 ***********************************************************************
 EK0869  DESIGNATION -  BETHEL LOOKOUT TOWER
 EK0869  PID         -  EK0869
 EK0869  STATE/COUNTY-  AR/SEVIER
 EK0869  USGS QUAD   -  GENEVA (1966)
 EK0869
 EK0869                         *CURRENT SURVEY CONTROL
 EK0869  ___________________________________________________________________
 EK0869* NAD 83(1997)-  34 01 16.71704(N)    094 09 47.30271(W)     ADJUSTED  
 EK0869* NAVD 88     -                                                        
 EK0869  ___________________________________________________________________
 EK0869  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 EK0869  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EK0869
 EK0869  HORZ ORDER  -  THIRD
 EK0869
 EK0869.The horizontal coordinates were established by classical geodetic methods
 EK0869.and adjusted by the National Geodetic Survey in September 1999..
 EK0869
 EK0869
 EK0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0869
 EK0869.The geoid height was determined by GEOID03.
 EK0869
 EK0869;                    North         East     Units Scale Factor Converg.
 EK0869;SPC AR S     -   552,356.986   200,239.874   MT  0.99991850   -1 12 38.5
 EK0869;SPC AR S     - 1,812,191.21    656,953.65   sFT  0.99991850   -1 12 38.5
 EK0869;UTM  15      - 3,765,128.750   392,610.625   MT  0.99974216   -0 39 03.0
 EK0869
 EK0869                          SUPERSEDED SURVEY CONTROL
 EK0869
 EK0869  NAD 83(1997)-  34 01 16.72162(N)    094 09 47.29976(W) AD(       ) 4
 EK0869  NAD 83(1986)-  34 01 16.72534(N)    094 09 47.29543(W) AD(       ) 4
 EK0869  NAD 27      -  34 01 16.31100(N)    094 09 46.58000(W) AD(       ) 3
 EK0869
 EK0869.Superseded values are not recommended for survey control.
 EK0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0869.See file dsdata.txt to determine how the superseded data were derived.
 EK0869
 EK0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9261165129(NAD 83)
 EK0869_MARKER: 57 = LOOKOUT TOWER
 EK0869
 EK0869  HISTORY     - Date     Condition        Report By
 EK0869  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0869
 EK0869                          STATION DESCRIPTION
 EK0869
 EK0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 EK0869'THE TOWER IS LOCATED ABOUT 3-1/2 MILES NORTH AND 1/2 MILE
 EK0869'EAST OF LOCKESBURG, AND ABOUT 2-1/2 MILES NORTHWEST OF THE
 EK0869'LOCKESBURG TO PROVO ROAD.  IT IS A 4-LEGGED STEEL STRUCTURE,
 EK0869'APPROXIMATELY 115 FEET HIGH, WITH AN ENCLOSED PLATFORM AT THE
 EK0869'TOP.  THE POINT INTERSECTED WAS THE APPROXIMATE CENTER OF
 EK0869'THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1888 ***********************************************************************
 FF1888  DESIGNATION -  BETHESDA
 FF1888  PID         -  FF1888
 FF1888  STATE/COUNTY-  AR/INDEPENDENCE
 FF1888  USGS QUAD   -  BETHESDA (1989)
 FF1888
 FF1888                         *CURRENT SURVEY CONTROL
 FF1888  ___________________________________________________________________
 FF1888* NAD 83(1997)-  35 47 31.49707(N)    091 47 07.16282(W)     ADJUSTED  
 FF1888* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 FF1888  ___________________________________________________________________
 FF1888  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FF1888  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1888
 FF1888  HORZ ORDER  -  SECOND
 FF1888
 FF1888.The horizontal coordinates were established by classical geodetic methods
 FF1888.and adjusted by the National Geodetic Survey in September 1999..
 FF1888
 FF1888.The orthometric height was scaled from a topographic map.
 FF1888
 FF1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1888
 FF1888.The geoid height was determined by GEOID03.
 FF1888
 FF1888;                    North         East     Units Scale Factor Converg.
 FF1888;SPC AR N     -   161,857.948   419,405.619   MT  0.99994249   +0 07 29.7
 FF1888;SPC AR N     -   531,028.95  1,375,999.94   sFT  0.99994249   +0 07 29.7
 FF1888;UTM  15      - 3,961,568.303   609,765.214   MT  0.99974846   +0 42 37.7
 FF1888
 FF1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1888!SPC AR N     -   0.99997323  x   0.99994249  =   0.99991573
 FF1888!UTM  15      -   0.99997323  x   0.99974846  =   0.99972170
 FF1888
 FF1888|---------------------------------------------------------------------|
 FF1888| PID    Reference Object                     Distance      Geod. Az  |
 FF1888|                                                           dddmmss.s |
 FF1888| CI1138 BETHESDA RM 1                        27.810 METERS 05809     |
 FF1888| CI1137 BETHESDA AZ MK                                     1871547.5 |
 FF1888| CI1139 BETHESDA RM 2                        27.212 METERS 31715     |
 FF1888|---------------------------------------------------------------------|
 FF1888
 FF1888                          SUPERSEDED SURVEY CONTROL
 FF1888
 FF1888  NAD 83(1986)-  35 47 31.50877(N)    091 47 07.16218(W) AD(       ) 2
 FF1888  NAD 27      -  35 47 31.23000(N)    091 47 06.64900(W) AD(       ) 2
 FF1888
 FF1888.Superseded values are not recommended for survey control.
 FF1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1888.See file dsdata.txt to determine how the superseded data were derived.
 FF1888
 FF1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0976561568(NAD 83)
 FF1888_MARKER: DS = TRIANGULATION STATION DISK
 FF1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1888
 FF1888  HISTORY     - Date     Condition        Report By
 FF1888  HISTORY     - 1954     MONUMENTED       CGS
 FF1888  HISTORY     - 1967     SEE DESCRIPTION  CGS
 FF1888
 FF1888                          STATION DESCRIPTION
 FF1888
 FF1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1888'THE STATION IS IN THE EAST EDGE OF THE VILLAGE OF BETHESDA
 FF1888'WHICH IS LOCATED ABOUT 8 MILES WEST AND 1 MILE NORTH OF BATESVILLE.
 FF1888'
 FF1888'TO REACH THE STATION FROM BATESVILLE, FROM THE JUNCTION OF
 FF1888'STATE HIGHWAYS 11, 25 AND 69 IN THE SOUTH EDGE OF TOWN, GO
 FF1888'WEST AND NORTH ON STATE HIGHWAY 69 FOR 1.4 MILES TO JUNCTION
 FF1888'WITH STATE HIGHWAY 106 AT A LARGE METHODIST CHURCH IN THE
 FF1888'NORTHWEST ANGLE, TURN LEFT AND GO WESTERLY ON HIGHWAY 106
 FF1888'FOR 7 MILES TO POINT WHERE HIGHWAY 106 TURNS RIGHT, CONTINUE
 FF1888'WEST ON GRAVEL ROAD FOR 0.75 MILE TO STATION ON RIGHT.  TO
 FF1888'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST FOR
 FF1888'0.05 MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.35 MILE TO
 FF1888'THE MARK ON RIGHT.
 FF1888'
 FF1888'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FF1888'STAMPED BETHESDA 1954.  IT IS 6 FEET WEST OF CREOSOTED BLACK
 FF1888'REFERENCE POST THAT IS 6 INCHES IN DIAMETER, 42 FEET NORTH
 FF1888'OF THE CENTER OF A GRAVELED ROAD AND 50 FEET SOUTH OF A 30
 FF1888'INCH OAK TREE.
 FF1888'
 FF1888'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 FF1888'BEDROCK FLUSH WITH THE GROUND.  THE DISK IS STAMPED BETHESDA NO
 FF1888'1 1954, IT IS 30 FEET SOUTHWEST OF A 18 INCH OAK TREE.
 FF1888'
 FF1888'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BETHESDA NO 2 1954
 FF1888'AND PROJECTS 6 INCHES.  IT IS 2 FEET EAST OF A FENCE CORNER
 FF1888'AND 20 FEET NORTHWEST OF THE CORNER OF A STORE.
 FF1888'
 FF1888'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BETHESDA 1954 AND
 FF1888'PROJECTS 2 INCHES, IT IS 4 FEET NORTH OF A CREOSOTED BLACK REFERENCE
 FF1888'POST THAT IS 6 INCHES IN DIAMETER, 1 FOOT EAST OF A WIRE FENCE
 FF1888'AND 14 FEET WEST OF A GRAVEL ROAD.
 FF1888'
 FF1888'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF1888
 FF1888                          STATION RECOVERY (1967)
 FF1888
 FF1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FF1888'AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FF1888'CONDITION.  THE SURFACE MARK HAD BEEN BROKE OFF.  THE UNDERGROUND
 FF1888'DISK WAS RECOVERED IN GOOD CONDITION AND THE POINT HELD AND
 FF1888'A NEW SURFACE MARK ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 FF1888'DESCRIPTION.
 FF1888'
 FF1888'THE STATION IS LOCATED IN THE EAST EDGE OF THE VILLAGE OF
 FF1888'BETHESDA WHICH IS ABOUT 8 MILES WEST OF BATESVILLE AND ON
 FF1888'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 106S.
 FF1888'
 FF1888'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 69
 FF1888'AND 106 IN THE NORTHEDGE OF BATESVILLE, GO WEST ON STATE
 FF1888'HIGHWAY 106 FOR 7.3 MILES TO THE JUNCTION OF STATE HIGHWAYS
 FF1888'106 AND 106S.  CONTINUE AHEAD AND GO WEST ON STATE HIGHWAY
 FF1888'106S FOR 0.8 MILE TO THE STATION ON THE RIGHT.  TO REACH THE
 FF1888'AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY 106S
 FF1888'FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 FF1888'ON GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 FF1888'RIGHT.
 FF1888'
 FF1888'STATION MARK IS A STANDARD DISK, STAMPED BETHESDA 1954 1967,
 FF1888'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST FLUSH WITH
 FF1888'THE GROUND SURFACE.  IT IS 74 FEET EAST OF THE SOUTHEAST
 FF1888'CORNER OF THE BUILDING OF BELL LODGE NO. 32, 58 FEET EAST
 FF1888'OF A FENCE CORNER, 41 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 FF1888'106S, 40 FEET WEST OF A POWERLINE POLE, 11 FEET SOUTH OF A
 FF1888'FENCE AND 2 FEET NORTH OF A METAL WITNESS POST.
 FF1888'
 FF1888'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BETHESDA NO 1
 FF1888'1954, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH
 FF1888'THE GROUND SURFACE.  IT IS 98 FEET NORTH OF THE CENTER OF
 FF1888'STATE HIGHWAY 106S, 74 FEET NORTH-NORTHEAST OF THE POWERLINE
 FF1888'POLE, 46 FEET NORTH OF THE FENCE AND ABOUT 2 FEET LOWER THAN
 FF1888'THE STATION.
 FF1888'
 FF1888'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BETHESDA NO 2
 FF1888'1954, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 FF1888'INCHES.  IT IS 45 FEET NORTH OF THE FENCE CORNER, 20 FEET
 FF1888'NORTHEAST OF THE NORTHEAST CORNER OF THE LODGE, 4 FEET WEST
 FF1888'OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FF1888'
 FF1888'AZIMUTH MARK IS A STANDARD DISK, STAMPED BETHESDA 1954, SET
 FF1888'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 11 INCHES.
 FF1888'IT IS 104 FEET NORTH OF THE NORTH GATE POST OF A GATE ON
 FF1888'THE EAST SIDE OF THE ROAD, 21 FEET WEST OF THE CENTER OF THE
 FF1888'GRAVELED ROAD, 3 FEET EAST OF A FENCE AND 2 FEET WEST OF
 FF1888'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1061 ***********************************************************************
 DK1061  DESIGNATION -  BETTIE BOLT
 DK1061  PID         -  DK1061
 DK1061  STATE/COUNTY-  AR/CHICOT
 DK1061  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1061
 DK1061                         *CURRENT SURVEY CONTROL
 DK1061  ___________________________________________________________________
 DK1061* NAD 83(1986)-  33 07 02.     (N)    091 15 47.     (W)     SCALED    
 DK1061* NAVD 88     -        39.70   (+/-2cm)     130.2    (feet)  VERTCON   
 DK1061  ___________________________________________________________________
 DK1061  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DK1061
 DK1061  VERT ORDER  -  ? (See Below)
 DK1061
 DK1061.The horizontal coordinates were scaled from a topographic map and have
 DK1061.an estimated accuracy of +/- 6 seconds.
 DK1061
 DK1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1061.The vertical order pertains to the NGVD 29 superseded value.
 DK1061
 DK1061.The geoid height was determined by GEOID03.
 DK1061
 DK1061;                    North         East    Units  Estimated Accuracy
 DK1061;SPC AR S     -   450,220.      468,780.      MT  (+/- 180 meters Scaled)
 DK1061
 DK1061                          SUPERSEDED SURVEY CONTROL
 DK1061
 DK1061  NGVD 29 (??/??/??)   39.789  (m)          130.54   (f) ADJUSTED    ?  
 DK1061
 DK1061.Superseded values are not recommended for survey control.
 DK1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1061.See file dsdata.txt to determine how the superseded data were derived.
 DK1061
 DK1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS620656(NAD 83)
 DK1061_MARKER: B = BOLT
 DK1061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1061
 DK1061  HISTORY     - Date     Condition        Report By
 DK1061  HISTORY     - UNK      MONUMENTED       DOD
 DK1061  HISTORY     - 1934     GOOD             CGS
 DK1061
 DK1061                          STATION DESCRIPTION
 DK1061
 DK1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1061'0.5 MI N FROM EUDORA.
 DK1061'1/2 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1061'EUDORA, CHICOT COUNTY, AT THE SOUTHEAST CORNER OF THE H.F. SCOTT BRICK
 DK1061'HOUSE, ABOUT 1,335 FEET SOUTH OF P.B.M. MARGIE (U.S.E.), DESCRIBED
 DK1061'BELOW, ABOUT 137 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 8.9
 DK1061'FEET SOUTHEAST OF SOUTHEAST CORNER OF THE HOUSE.  A COPPER BOLT, SET
 DK1061'IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 DK1061'HAD THROUGH AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND AND
 DK1061'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1062 ***********************************************************************
 DK1062  DESIGNATION -  BETTIE CAP
 DK1062  PID         -  DK1062
 DK1062  STATE/COUNTY-  AR/CHICOT
 DK1062  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1062
 DK1062                         *CURRENT SURVEY CONTROL
 DK1062  ___________________________________________________________________
 DK1062* NAD 83(1986)-  33 07 02.     (N)    091 15 47.     (W)     SCALED    
 DK1062* NAVD 88     -        40.94   (+/-2cm)     134.3    (feet)  VERTCON   
 DK1062  ___________________________________________________________________
 DK1062  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DK1062
 DK1062  VERT ORDER  -  ? (See Below)
 DK1062
 DK1062.The horizontal coordinates were scaled from a topographic map and have
 DK1062.an estimated accuracy of +/- 6 seconds.
 DK1062
 DK1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1062.The vertical order pertains to the NGVD 29 superseded value.
 DK1062
 DK1062.The geoid height was determined by GEOID03.
 DK1062
 DK1062;                    North         East    Units  Estimated Accuracy
 DK1062;SPC AR S     -   450,220.      468,780.      MT  (+/- 180 meters Scaled)
 DK1062
 DK1062                          SUPERSEDED SURVEY CONTROL
 DK1062
 DK1062  NGVD 29 (??/??/??)   41.029  (m)          134.61   (f) ADJUSTED    ?  
 DK1062
 DK1062.Superseded values are not recommended for survey control.
 DK1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1062.See file dsdata.txt to determine how the superseded data were derived.
 DK1062
 DK1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS620656(NAD 83)
 DK1062_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1062
 DK1062  HISTORY     - Date     Condition        Report By
 DK1062  HISTORY     - UNK      MONUMENTED       DOD
 DK1062  HISTORY     - 1934     GOOD             CGS
 DK1062
 DK1062                          STATION DESCRIPTION
 DK1062
 DK1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1062'IN EUDORA.
 DK1062'IS A PIPE FLANGE BENCH WITH BRASS CAP.  CAP IS 6 INCHES ABOVE GROUND.
 DK1062'LOCATED AT EUDORA, CHICOT COUNTY ARK.  1/2 MILE NORTH OF MO. PAC. R.R.
 DK1062'STATION.  137 FEET WEST OF CENTERLINE OF MO. PAC. R.R. AT SOUTHEAST
 DK1062'CORNER OF BRICK HOUSE OWNED AND OCCUPIED BY H.F. SCOTT. 8.9 FEET
 DK1062'SOUTHEAST OF SOUTHEAST CORNER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1849 ***********************************************************************
 EJ1849  DESIGNATION -  BETTIS
 EJ1849  PID         -  EJ1849
 EJ1849  STATE/COUNTY-  AR/HOT SPRING
 EJ1849  USGS QUAD   -  DONALDSON (1984)
 EJ1849
 EJ1849                         *CURRENT SURVEY CONTROL
 EJ1849  ___________________________________________________________________
 EJ1849* NAD 83(1997)-  34 11 49.78067(N)    092 52 34.01854(W)     ADJUSTED  
 EJ1849* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 EJ1849  ___________________________________________________________________
 EJ1849  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 EJ1849  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ1849
 EJ1849  HORZ ORDER  -  FIRST
 EJ1849
 EJ1849.The horizontal coordinates were established by classical geodetic methods
 EJ1849.and adjusted by the National Geodetic Survey in September 1999..
 EJ1849
 EJ1849.The orthometric height was scaled from a topographic map.
 EJ1849
 EJ1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1849
 EJ1849.The geoid height was determined by GEOID03.
 EJ1849
 EJ1849;                    North         East     Units Scale Factor Converg.
 EJ1849;SPC AR S     -   570,096.507   319,254.911   MT  0.99992249   -0 29 25.3
 EJ1849;SPC AR S     - 1,870,391.62  1,047,422.15   sFT  0.99992249   -0 29 25.3
 EJ1849;UTM  15      - 3,784,024.118   511,413.899   MT  0.99960161   +0 04 10.7
 EJ1849
 EJ1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1849!SPC AR S     -   0.99998393  x   0.99992249  =   0.99990642
 EJ1849!UTM  15      -   0.99998393  x   0.99960161  =   0.99958554
 EJ1849
 EJ1849:                Primary Azimuth Mark                     Grid Az
 EJ1849:SPC AR S     -  MALVERN INTL SHOE CO WATER TK            014 48 09.9
 EJ1849:UTM  15      -  MALVERN INTL SHOE CO WATER TK            014 14 33.9
 EJ1849
 EJ1849|---------------------------------------------------------------------|
 EJ1849| PID    Reference Object                     Distance      Geod. Az  |
 EJ1849|                                                           dddmmss.s |
 EJ1849| EJ1851 MALVERN INTL SHOE CO WATER TK       APPROX.20.7 KM 0141844.6 |
 EJ1849| CY5278 BETTIS AZ MK                                       0783801.7 |
 EJ1849| CY5279 BETTIS RM 1                          23.242 METERS 12416     |
 EJ1849| EJ1846 ARKANSAS FORESTRY COMM LOT 56       APPROX. 8.6 KM 1793324.6 |
 EJ1849| CY5280 BETTIS RM 2                          27.613 METERS 22239     |
 EJ1849| EJ1848 DONALDSON AM EXCELSIOR TK           APPROX. 6.3 KM 3124921.2 |
 EJ1849| EJ1960 JACK MOUNTAIN RAD STA KEO 70        APPROX.24.9 KM 3211739.3 |
 EJ1849|---------------------------------------------------------------------|
 EJ1849
 EJ1849                          SUPERSEDED SURVEY CONTROL
 EJ1849
 EJ1849  NAD 83(1986)-  34 11 49.79085(N)    092 52 34.00974(W) AD(       ) 1
 EJ1849  NAD 27      -  34 11 49.45067(N)    092 52 33.40055(W) AD(       ) 1
 EJ1849
 EJ1849.Superseded values are not recommended for survey control.
 EJ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1849.See file dsdata.txt to determine how the superseded data were derived.
 EJ1849
 EJ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1141484024(NAD 83)
 EJ1849_MARKER: DS = TRIANGULATION STATION DISK
 EJ1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1849
 EJ1849  HISTORY     - Date     Condition        Report By
 EJ1849  HISTORY     - 1941     MONUMENTED       CGS
 EJ1849  HISTORY     - 1964     GOOD             CGS
 EJ1849
 EJ1849                          STATION DESCRIPTION
 EJ1849
 EJ1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1849'STATION IS ABOUT 4-1/4 MILES, AIR LINE DISTANCE, SE OF DONALDSON,
 EJ1849'ON THE W EDGE OF A SECTION OF COMPARATIVELY LEVEL, HIGH
 EJ1849'GROUND, ON TIMBERED LAND JUST W OF A N-S FENCE LINE BETWEEN
 EJ1849'TIMBERED LAND AND A CULTIVATED FIELD, ABOUT 200 YARDS W OF THE
 EJ1849'HOME OF MR. GUS BETTIS AND ABOUT 1/8 MILE S OF THE CENTER
 EJ1849'OF THE N EDGE OF SECTION 19, T 6 S, R 17 W.
 EJ1849'
 EJ1849'STATION MARK IS 34 FEET N OF THE CENTER LINE OF THE ROAD,
 EJ1849'18-1/2 FEET NW OF FENCE CORNER, 14 FEET W OF FENCE LINE, IS
 EJ1849'STAMPED BETTIS 1940 AND PROJECTS 8 INCHES.
 EJ1849'
 EJ1849'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1849'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1849'
 EJ1849'REFERENCE MARK NO. 1 IS SE OF THE STATION ACROSS THE ROAD,
 EJ1849'ABOUT 2 FEET LOWER THAN THE STATION, 20 FEET S OF THE CENTER
 EJ1849'LINE OF THE ROAD, IS STAMPED BETTIS NO. 1 1940 AND PROJECTS
 EJ1849'10 INCHES.
 EJ1849'
 EJ1849'REFERENCE MARK NO. 2 IS SW OF THE STATION ACROSS THE ROAD,
 EJ1849'ABOUT 1 FOOT LOWER THAN THE STATION, 18 FEET S OF THE CENTER
 EJ1849'LINE OF THE ROAD, IS STAMPED BETTIS NO. 2, 1940 AND PROJECTS
 EJ1849'10 INCHES.
 EJ1849'
 EJ1849'AZIMUTH MARK IS 0.3 MILE E BY N OF THE STATION, 15 FEET S
 EJ1849'OF THE CENTER LINE OF THE ROAD, 28 FEET E OF NEAREST TELEPHONE
 EJ1849'POLE, 18 INCHES S OF RIGHT-OF-WAY FENCE, IS STAMPED BETTIS 1940
 EJ1849'AND PROJECTS 8 INCHES.
 EJ1849'
 EJ1849'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 67 AND 51
 EJ1849'AT THE RAILROAD STATION IN DONALDSON, GO S ON STATE HIGHWAY
 EJ1849'51 FOR 4.85 MILES, OR 0.45 MILE S OF A SQUARE RED HOUSE ON THE
 EJ1849'W SIDE OF THE HIGHWAY AND TURN LEFT, E ON T-ROAD.  GO 2.1
 EJ1849'MILES TO TOP OF GRADE AND STATION ON N SIDE OF ROAD.
 EJ1849'TO REACH THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD, E, FOR
 EJ1849'0.3 MILE TO MARK ON S SIDE OF ROAD.
 EJ1849'
 EJ1849'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 EJ1849
 EJ1849                          STATION RECOVERY (1964)
 EJ1849
 EJ1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1849'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREES ON LINE.
 EJ1849'
 EJ1849'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 EJ1849'CONDITION AT THIS TIME.  THE DIRECTION TO THE AZIMUTH MARK
 EJ1849'CHECKED BUT THE DISTANCE WAS FOUND TO BE 0.35 MILE INSTEAD OF
 EJ1849'0.3 MILE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 EJ1849'CHECKED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED BUT THE
 EJ1849'DISTANCE WAS FOUND TO BE SHORTER BY .005 OF A METER.  DUE
 EJ1849'TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 EJ1849'
 EJ1849'ABOUT 4-1/2 MILES SOUTHEAST OF DONALDSON, 1/8 MILE SOUTH
 EJ1849'OF THE CENTER OF THE NORTH EDGE OF SEC. 19, T-6-S, R-17-W, AND
 EJ1849'ON THE PROPERTY OF THE STURGIS LUMBER COMPANY.  IT IS 59 FEET
 EJ1849'NORTHWEST OF A 20 INCH OAK TREE WITH A TRIANGULAR BLAZE ON
 EJ1849'THE NORTH SIDE, 33 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 EJ1849'ROAD, 18 FEET NORTHWEST OF A FENCE CORNER, 11 FEET WEST OF A 10
 EJ1849'INCH PINE TREE AND 7 FEET NORTH OF A WITNESS POST.  THE
 EJ1849'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BETTIS
 EJ1849'1940.
 EJ1849'
 EJ1849'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 EJ1849'AND STATE HIGHWAY 51 IN DONALDSON, GO EAST ON HIGHWAY 51 FOR
 EJ1849'1.7 MILES TO THE JUNCTION OF STATE HIGHWAY 222.  TURN RIGHT
 EJ1849'ON HIGHWAY 51 AND GO SOUTH FOR 3.4 MILES TO A SIDE ROAD LEFT
 EJ1849'AND A RED BARN ON THE RIGHT.  TURN LEFT AND GO NORTHEASTERLY
 EJ1849'ON THE GRAVELED ROAD FOR 2.15 MILES TO THE STATION ON THE LEFT.
 EJ1849'
 EJ1849'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON
 EJ1849'THE GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 EJ1849'RIGHT.
 EJ1849'
 EJ1849'REFERENCE MARK 1 IS 72 FEET SOUTHEAST OF THE WITNESS POST,
 EJ1849'26 FEET EAST OF THE 20 INCH OAK TREE AND 20 FEET SOUTH OF THE
 EJ1849'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE
 EJ1849'DISK IS STAMPED BETTIS NO 1 1940.
 EJ1849'
 EJ1849'REFERENCE MARK 2 IS 84 FEET SOUTHWEST OF THE WITNESS POST,
 EJ1849'16 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 3 FEET EAST
 EJ1849'OF AN 18 INCH OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND
 EJ1849'THE DISK IS STAMPED BETTIS NO 2 1940.
 EJ1849'
 EJ1849'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK.  IT IS
 EJ1849'137 FEET NORTHEAST OF A POWER LINE POLE, 18 FEET SOUTH OF THE
 EJ1849'CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF A WITNESS
 EJ1849'POST AND A FENCE LINE.  THE MONUMENT PROJECTS 8 INCHES AND
 EJ1849'THE DISK IS STAMPED BETTIS 1940.
 EJ1849'
 EJ1849'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1570 ***********************************************************************
 DL1570  DESIGNATION -  BETTS
 DL1570  PID         -  DL1570
 DL1570  STATE/COUNTY-  AR/HEMPSTEAD
 DL1570  USGS QUAD   -  SHEPPARD (1978)
 DL1570
 DL1570                         *CURRENT SURVEY CONTROL
 DL1570  ___________________________________________________________________
 DL1570* NAD 83(1997)-  33 41 50.36395(N)    093 43 54.29161(W)     ADJUSTED  
 DL1570* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 DL1570  ___________________________________________________________________
 DL1570  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DL1570  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL1570
 DL1570  HORZ ORDER  -  FIRST
 DL1570
 DL1570.The horizontal coordinates were established by classical geodetic methods
 DL1570.and adjusted by the National Geodetic Survey in September 1999..
 DL1570
 DL1570.The orthometric height was scaled from a topographic map.
 DL1570
 DL1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1570
 DL1570.The geoid height was determined by GEOID03.
 DL1570
 DL1570;                    North         East     Units Scale Factor Converg.
 DL1570;SPC AR S     -   515,670.391   239,465.643   MT  0.99993567   -0 58 09.3
 DL1570;SPC AR S     - 1,691,828.61    785,646.86   sFT  0.99993567   -0 58 09.3
 DL1570;UTM  15      - 3,728,836.877   432,185.244   MT  0.99965669   -0 24 21.6
 DL1570
 DL1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1570!SPC AR S     -   0.99998556  x   0.99993567  =   0.99992123
 DL1570!UTM  15      -   0.99998556  x   0.99965669  =   0.99964226
 DL1570
 DL1570|---------------------------------------------------------------------|
 DL1570| PID    Reference Object                     Distance      Geod. Az  |
 DL1570|                                                           dddmmss.s |
 DL1570| CW9772 BETTS RM 1                           26.685 METERS 00910     |
 DL1570| DL1568 DALLAS LITTLE ROCK AWY BCN 20       APPROX. 8.3 KM 0700608.4 |
 DL1570| DL1562 MORELANDS MFG PLT 1 MI N OF TK      APPROX.12.2 KM 0931313.8 |
 DL1570| DL1558 HOPE UNION COMPRESS CO TK           APPROX.12.7 KM 0990348.6 |
 DL1570| DL1557 HOPE MUN LT AND WTR WORKS STK       APPROX.13.2 KM 1032738.8 |
 DL1570| CW9771 BETTS AZ MK                                        1371922.0 |
 DL1570| DL1573 LOOKOUT TOWER 10 4 AFC              APPROX.11.2 KM 2674631.4 |
 DL1570| DL1571 MCNAB                               APPROX.10.9 KM 2701740.4 |
 DL1570| CW9773 BETTS RM 2                           27.640 METERS 29540     |
 DL1570|---------------------------------------------------------------------|
 DL1570
 DL1570                          SUPERSEDED SURVEY CONTROL
 DL1570
 DL1570  NAD 83(1997)-  33 41 50.37054(N)    093 43 54.28529(W) AD(       ) 1
 DL1570  NAD 83(1986)-  33 41 50.37270(N)    093 43 54.28081(W) AD(       ) 1
 DL1570
 DL1570.Superseded values are not recommended for survey control.
 DL1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1570.See file dsdata.txt to determine how the superseded data were derived.
 DL1570
 DL1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3218528837(NAD 83)
 DL1570_MARKER: DS = TRIANGULATION STATION DISK
 DL1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1570_SP_SET: INTO TOP OF CONCRETE MONUMENT
 DL1570_STAMPING: BETTS 1941
 DL1570_MARK LOGO: CGS   
 DL1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1570+STABILITY: SURFACE MOTION
 DL1570
 DL1570  HISTORY     - Date     Condition        Report By
 DL1570  HISTORY     - 1941     MONUMENTED       CGS
 DL1570  HISTORY     - 1963     GOOD             CGS
 DL1570
 DL1570                          STATION DESCRIPTION
 DL1570
 DL1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1570'STATION IS ABOUT 7.7 MILES WEST BY NORTH OF HOPE, ON HIGH
 DL1570'GROUND, ON THE PROPERTY OF R.M. LEGRONE OF HOPE, AND IN THE
 DL1570'NORTHEAST QUARTER OF SECTION 19, T 12 S, R 25 W.  IT IS ON
 DL1570'THE SUMMIT OF A TIMBERED HILL, 70 FEET NORTH OF A TRIANGULAR
 DL1570'BLAZED TREE, 33 FEET EAST-NORTHEAST OF A DESERTED HOUSE AND
 DL1570'4.5 FEET WEST-SOUTHWEST OF A WHITE REFERENCE POST.  IT IS
 DL1570'STAMPED BETTS 1941 AND PROJECTS 6 INCHES.
 DL1570'
 DL1570'REFERENCE MARK NO. 1 IS NORTH BY EAST OF THE STATION AND 112
 DL1570'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE DESERTED HOUSE.
 DL1570'IT IS STAMPED BETTS NO 1 1941 AND PROJECTS 6 INCHES.  REFERENCE
 DL1570'MARK NO. 2 IS WEST-NORTHWEST OF THE STATION AND 70 FEET
 DL1570'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.  IT IS
 DL1570'STAMPED BETTS NO 2 1941 AND PROJECTS 6 INCHES.
 DL1570'
 DL1570'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION,
 DL1570'7 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST TRACK ROAD,
 DL1570'5 FEET WEST-NORTHWEST OF A WHITE REFERENCE POST AND 3.5 FEET
 DL1570'EAST-SOUTHEAST OF A POWER LINE POLE.  IT IS STAMPED BETTS 1941
 DL1570'AND PROJECTS 6 INCHES.
 DL1570'
 DL1570'TO REACH FROM THE CITY HALL IN HOPE GO WEST FOR THREE BLOCKS
 DL1570'AND KEEP STRAIGHT AHEAD WEST, WHERE THE STATE HIGHWAY 4 TURNS
 DL1570'NORTH.  GO 6.3 MILES AND TURN RIGHT, NORTH, AT A SMALL CHURCH
 DL1570'AND CEMETERY ON THE RIGHT.  GO 4.35 MILES AND TURN RIGHT ON A
 DL1570'GRAVEL T ROAD.  GO 0.15 MILE TO THE N.R. CALHOON PLACE.  THE
 DL1570'STATION IS ABOUT 1.0 MILE EAST OF THE CALHOON HOUSE ON A TRACK
 DL1570'ROAD WHICH GOES THRU THE BARNYARD AND FOLLOWS THE PROPERTY
 DL1570'LINE EAST AND SOUTHEAST TO A DESERTED FARMHOUSE, BUT THIS IS
 DL1570'A POOR ROAD AND IN WET WEATHER, ESPECIALLY, IT WOULD BE BEST
 DL1570'TO INQUIRE FROM MR. CALHOON AS TO THE BEST WAY TO REACH THE
 DL1570'STATION.
 DL1570'
 DL1570'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1570
 DL1570                          STATION RECOVERY (1963)
 DL1570
 DL1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DL1570'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1570'A NEW ROUTE WAS USED TO REACH THE STATION AS THE ROAD FROM
 DL1570'THE CALHOON PLACE WAS IMPASSABLE.
 DL1570'
 DL1570'TO REACH FROM HOPE, FROM THE CITY HALL, GO WEST FOR 3 BLOCKS
 DL1570'TO INTERSECTION WITH STATE HIGHWAY 4, CONTINUE WEST AND FOLLOW
 DL1570'MAIN ROAD FOR 6.3 MILES TO A T-ROAD RIGHT AT A SMALL CHURCH
 DL1570'AND CEMETERY, TURN RIGHT AND FOLLOW MAIN ROAD FOR 3.55 MILES
 DL1570'TO A POINT WHERE A TELEPHONE LINE CROSSES THE ROAD, TURN
 DL1570'RIGHT ALONG TELEPHONE LINE AND FOLLOW CLEARING NORTHEAST FOR
 DL1570'0.7 MILE TO THE AZIMUTH MARK WHICH IS 3 FEET NORTHEAST OF
 DL1570'POLE NO. 3.  THE STATION IS ABOUT 0.25 MILE NORTH-NORTHWEST
 DL1570'OF THE AZIMUTH MARK, IN AN OLD CLEARING AT A FORMER BUILDING
 DL1570'SITE AND IS ABOUT 50 FEET NORTH-NORTHEAST OF A 3-FOOT OAK
 DL1570'TREE.
 DL1570'
 DL1570'IN DRY WEATHER IS IS POSSIBLE TO DRIVE TO THE AZIMUTH MARK.
 DL1570'SOME CLEARING WOULD BE REQUIRED TO DRIVE TO THE STATION FROM
 DL1570'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0968 ***********************************************************************
 FH0968  DESIGNATION -  BEVERLY
 FH0968  PID         -  FH0968
 FH0968  STATE/COUNTY-  AR/SEBASTIAN
 FH0968  USGS QUAD   -  CHARLESTON (1987)
 FH0968
 FH0968                         *CURRENT SURVEY CONTROL
 FH0968  ___________________________________________________________________
 FH0968* NAD 83(1997)-  35 21 50.02465(N)    094 04 52.09268(W)     ADJUSTED  
 FH0968* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 FH0968  ___________________________________________________________________
 FH0968  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 FH0968  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FH0968
 FH0968  HORZ ORDER  -  FIRST
 FH0968
 FH0968.The horizontal coordinates were established by classical geodetic methods
 FH0968.and adjusted by the National Geodetic Survey in September 1999..
 FH0968
 FH0968.The orthometric height was scaled from a topographic map.
 FH0968
 FH0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0968
 FH0968.The geoid height was determined by GEOID03.
 FH0968
 FH0968;                    North         East     Units Scale Factor Converg.
 FH0968;SPC AR N     -   116,330.529   210,886.546   MT  0.99994329   -1 12 39.6
 FH0968;SPC AR N     -   381,661.08    691,883.61   sFT  0.99994329   -1 12 39.6
 FH0968;UTM  15      - 3,913,935.292   401,781.284   MT  0.99971888   -0 37 32.8
 FH0968
 FH0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0968!SPC AR N     -   0.99997829  x   0.99994329  =   0.99992158
 FH0968!UTM  15      -   0.99997829  x   0.99971888  =   0.99969718
 FH0968
 FH0968:                Primary Azimuth Mark                     Grid Az
 FH0968:SPC AR N     -  BEVERLY AZ MK                            175 38 22.4
 FH0968:UTM  15      -  BEVERLY AZ MK                            175 03 15.6
 FH0968
 FH0968|---------------------------------------------------------------------|
 FH0968| PID    Reference Object                     Distance      Geod. Az  |
 FH0968|                                                           dddmmss.s |
 FH0968| CI1140 BEVERLY AZ MK                                      1742542.8 |
 FH0968| CI1141 BEVERLY RM 1                         30.251 METERS 20919     |
 FH0968| CI1142 BEVERLY RM 2                         56.202 METERS 34956     |
 FH0968|---------------------------------------------------------------------|
 FH0968
 FH0968                          SUPERSEDED SURVEY CONTROL
 FH0968
 FH0968  NAD 83(1997)-  35 21 50.03246(N)    094 04 52.08914(W) AD(       ) 1
 FH0968  NAD 83(1986)-  35 21 50.03201(N)    094 04 52.08424(W) AD(       ) 1
 FH0968  NAD 27      -  35 21 49.71200(N)    094 04 51.34700(W) AD(       ) 1
 FH0968
 FH0968.Superseded values are not recommended for survey control.
 FH0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0968.See file dsdata.txt to determine how the superseded data were derived.
 FH0968
 FH0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0178113935(NAD 83)
 FH0968_MARKER: DS = TRIANGULATION STATION DISK
 FH0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0968
 FH0968  HISTORY     - Date     Condition        Report By
 FH0968  HISTORY     - 1940     MONUMENTED       CGS
 FH0968  HISTORY     - 1959     GOOD             CGS
 FH0968
 FH0968                          STATION DESCRIPTION
 FH0968
 FH0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0968'STATION IS LOCATED ABOUT 19 MILES E OF FORT SMITH, ABOUT
 FH0968'5-1/2 MILES NNE OF CHARLESTON AND ABOUT 1.2 MILES SE OF
 FH0968'BEVERLY.  IT IS NEAR THE SEBASTIAN-FRANKLIN COUNTY LINE,
 FH0968'ON PROPERTY OF B.H. MCDONALD OF VESTA.  IT IS ON THE HIGHEST
 FH0968'PART OF A LOW HILL, THE TOP OF WHICH IS UNDER CULTIVATION,
 FH0968'10 FEET E OF AN OLD LOG BARN AND 0.2 MILE N OF A GAS WELL.
 FH0968'
 FH0968'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FH0968'DISKS SET IN CONCRETE.
 FH0968'
 FH0968'SURFACE MARK PROJECTS 4 INCHES AND IS STAMPED BEVERLY 1940.
 FH0968'THERE IS A WHITE REFERENCE POST 9 FEET W OF THE STATION.
 FH0968'
 FH0968'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE
 FH0968'STATION AND 2 FEET E OF A N-S FENCE LINE.  IT PROJECTS 6
 FH0968'INCHES AND IS STAMPED BEVERLY NO.1, 1940.
 FH0968'
 FH0968'REFERENCE MARK NO.2 IS ABOUT 1 METER LOWER THAN THE STATION,
 FH0968'25 FEET S OF AN E-W AND N ROAD JUNCTION, AT THE S EDGE OF
 FH0968'THE TIMBER AND 1 FOOT E OF N-S FENCE LINE.  IT PROJECTS
 FH0968'6 INCHES AND IS STAMPED BEVERLY NO.2, 1940.
 FH0968'
 FH0968'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 FH0968'A 5- BY 5-FOOT SQUARE BOULDER AND ITS TOP FLUSH WITH THE
 FH0968'GROUND, STAMPED BEVERLY 1940.  IT IS 0.2 MILE S OF THE STATION,
 FH0968'80 FEET SE OF A GAS WELL AND 10 FEET S OF WHERE THE HILL
 FH0968'BREAKS OVER TO THE S.  THERE IS A WHITE REFERENCE POST 5
 FH0968'FEET W OF THE MARK.
 FH0968'
 FH0968'TO REACH THE STATION FROM FORT SMITH, GO E ON STATE HIGHWAY
 FH0968'22 FOR 15 MILES TO ITS JUNCTION WITH STATE HIGHWAY 96.  TURN
 FH0968'LEFT, (N), ON STATE HIGHWAY 96 AND GO 2.3 MILES TO LAVACA.
 FH0968'THENCE E ON STATE HIGHWAY 96 FOR 2.6 MILES TO FORK.  TAKE
 FH0968'RIGHT FORK, (E), FOR 1.9 MILES TO H.L. CASH STORE AT CROSS
 FH0968'ROAD.  TURN LEFT, (N), AND GO 2.3 MILES TO ANOTHER CROSS
 FH0968'ROAD.  TURN RIGHT, (E), AND GO 0.5 MILE TO FORK.  TAKE RIGHT
 FH0968'FORK, STRAIGHT AHEAD, FOR 0.15 MILE TO FARMHOUSE.  PASS
 FH0968'TO N OF FARMHOUSE AND FOLLOW DIM TRACK ROAD FOR 0.25
 FH0968'MILE TO OLD LOG BARN AND STATION.
 FH0968'
 FH0968'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH0968
 FH0968                          STATION RECOVERY (1959)
 FH0968
 FH0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0968'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH0968'THE STATION IS ON A SMALL RISE IN A PASTURE, ABOUT 100 FEET
 FH0968'SOUTH-SOUTHEAST OF A WIRE GATE AND ABOUT 30 FEET EAST OF
 FH0968'A ROAD LEADING SOUTH TO A GAS WELL.  R.M. NO. 1 IS SOUTHWEST
 FH0968'OF THE STATION AND JUST WEST OF THE ROAD LEADING SOUTH.
 FH0968'R.M. NO. 2 IS NORTHWEST OF THE STATION AND IS ON NORTH SIDE
 FH0968'OF THE EAST-WEST ROAD.  THE AZIMUTH MARK IS ABOUT 80 FEET
 FH0968'SOUTHEAST OF THE GAS WELL AS DESCRIBED.
 FH0968'
 FH0968'TO REACH FROM LAVACA GO EAST ON STATE HIGHWAY 96 FOR 2.6
 FH0968'MILES TO FORKS, TAKE RIGHT FORK AND CONTINUE EAST FOR 1.9
 FH0968'MILES TO CROSSROADS AT A STORE, TURN LEFT AND GO NORTH FOR
 FH0968'2.3 MILES TO CROSSROADS, TURN RIGHT AND GO EAST FOR 0.5
 FH0968'MILE TO A T-ROAD LEFT AT THE SOUTHEAST CORNER OF A CEMETERY,
 FH0968'CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN ROAD EASTERLY FOR
 FH0968'0.4 MILE TO A WIRE GATE ON THE RIGHT AND STATION TO SOUTHEAST
 FH0968'OF GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0659 ***********************************************************************
 GF0659  DESIGNATION -  BEXAR
 GF0659  PID         -  GF0659
 GF0659  STATE/COUNTY-  AR/FULTON
 GF0659  USGS QUAD   -  ELIZABETH (1966)
 GF0659
 GF0659                         *CURRENT SURVEY CONTROL
 GF0659  ___________________________________________________________________
 GF0659* NAD 83(1997)-  36 17 21.83058(N)    092 00 51.55385(W)     ADJUSTED  
 GF0659* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 GF0659  ___________________________________________________________________
 GF0659  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GF0659  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GF0659
 GF0659  HORZ ORDER  -  SECOND
 GF0659
 GF0659.The horizontal coordinates were established by classical geodetic methods
 GF0659.and adjusted by the National Geodetic Survey in September 1999..
 GF0659
 GF0659.The orthometric height was scaled from a topographic map.
 GF0659
 GF0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0659
 GF0659.The geoid height was determined by GEOID03.
 GF0659
 GF0659;                    North         East     Units Scale Factor Converg.
 GF0659;SPC AR N     -   217,017.210   398,713.529   MT  1.00001156   -0 00 30.0
 GF0659;SPC AR N     -   711,997.30  1,308,112.64   sFT  1.00001156   -0 00 30.0
 GF0659;UTM  15      - 4,016,498.275   588,512.558   MT  0.99969653   +0 35 00.3
 GF0659
 GF0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0659!SPC AR N     -   0.99995450  x   1.00001156  =   0.99996606
 GF0659!UTM  15      -   0.99995450  x   0.99969653  =   0.99965104
 GF0659
 GF0659|---------------------------------------------------------------------|
 GF0659| PID    Reference Object                     Distance      Geod. Az  |
 GF0659|                                                           dddmmss.s |
 GF0659| CI1144 BEXAR RM 1                           16.779 METERS 12230     |
 GF0659| CI1145 BEXAR RM 2                           18.242 METERS 30104     |
 GF0659| CI1143 BEXAR AZ MK                                        3502537.9 |
 GF0659|---------------------------------------------------------------------|
 GF0659
 GF0659                          SUPERSEDED SURVEY CONTROL
 GF0659
 GF0659  NAD 83(1986)-  36 17 21.84103(N)    092 00 51.55373(W) AD(       ) 2
 GF0659  NAD 27      -  36 17 21.60500(N)    092 00 51.00700(W) AD(       ) 2
 GF0659
 GF0659.Superseded values are not recommended for survey control.
 GF0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0659.See file dsdata.txt to determine how the superseded data were derived.
 GF0659
 GF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA8851316498(NAD 83)
 GF0659_MARKER: DS = TRIANGULATION STATION DISK
 GF0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0659
 GF0659  HISTORY     - Date     Condition        Report By
 GF0659  HISTORY     - 1953     MONUMENTED       CGS
 GF0659  HISTORY     - 1962     SEE DESCRIPTION  USGS
 GF0659
 GF0659                          STATION DESCRIPTION
 GF0659
 GF0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0659'THE STATION IS ABOUT 8 MILES SOUTH AND 2 MILES WEST OF VIOLA,
 GF0659'1 MILES WEST OF THE VILLAGE OF BEXAR, IN THE NORTHEAST 1/4
 GF0659'OF SEC. 26, T 19 N, R 10 W, ON LAND OWNED BY A.W. FOUNTAIN.  IT
 GF0659'IS 129 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 84 FEET
 GF0659'NORTHEAST OF POWERLINE POLE AND 5 FEET SOUTH OF A WITNESS POST.
 GF0659'
 GF0659'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 62
 GF0659'AND STATE HIGHWAY 11 AT THE NORTH EDGE OF VIOLA, GO SOUTH
 GF0659'ON A PAVED ROAD TURNING TO GRAVEL FOR 6.05 MILES TO A STORE
 GF0659'ON THE RIGHT, CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 3.1
 GF0659'MILES TO A FORK ABOUT 0.15 MILE BEYOND A CHURCH ON THE RIGHT,
 GF0659'BEAR RIGHT AND GO WESTERLY 0.6 MILE TO THE TOP OF A HILL,
 GF0659'THE SKYLINE CAFE AND THE STATION AS DESCRIBED.
 GF0659'
 GF0659'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ABOUT
 GF0659'0.05 MILE TO A FORK, BEAR RIGHT AND CONTINUE WESTERLY DOWN A HILL
 GF0659'FOR 0.05 MILE TO ANOTHER FORK, TURN RIGHT AND GO NORTH ON
 GF0659'A PRIVATE ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GF0659'
 GF0659'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GF0659'STAMPED BEXAR 1953.
 GF0659'
 GF0659'REFERENCE MARK 1 IS 6 FEET WEST OF AN 18 INCH OAK TREE.
 GF0659'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GF0659'BEXAR NO 1 1953.
 GF0659'
 GF0659'REFERENCE MARK 2 IS 9 FEET SOUTH OF A FENCE.  THE MARK IS
 GF0659'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BEXAR NO 2
 GF0659'1953.
 GF0659'
 GF0659'THE AZIMUTH MARK IS ABOUT 75 YARDS SOUTHWEST OF A FARMHOUSE,
 GF0659'9 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET SOUTH OF A WITNESS
 GF0659'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0659'BEXAR 1953.
 GF0659'
 GF0659'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0659
 GF0659                          STATION RECOVERY (1962)
 GF0659
 GF0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GF0659'THE STATION SURFACE MARK HAS BEEN DESTROYED, BUT THE
 GF0659'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION 18 INCHES
 GF0659'UNDERGROUND.  IT IS ABOUT 90 FEET E OF THE A.W. FOUNTAIN RESIDENCE,
 GF0659'17.5 FEET S OF THE EAST END OF A ROCK WALL, ONE FOOT N AND 2.3
 GF0659'FEET E OF A 14 INCH SQUARE ROCK POST.
 GF0659'
 GF0659'R.M. 1 IS INSIDE OF A STORE ROOM AND PARTLY UNDER A PARTITION
 GF0659'WALL, ACCESSIBLE FROM EAST SIDE OF WALL.
 GF0659'
 GF0659'R.M. 2 IS INSIDE THE E-W ROCK WALL AND IS ACCESSIBLE FROM
 GF0659'THE NORTH SIDE OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1933 ***********************************************************************
 FG1933  DESIGNATION -  BIEHL
 FG1933  PID         -  FG1933
 FG1933  STATE/COUNTY-  AR/MADISON
 FG1933  USGS QUAD   -  DURHAM (1973)
 FG1933
 FG1933                         *CURRENT SURVEY CONTROL
 FG1933  ___________________________________________________________________
 FG1933* NAD 83(1997)-  35 53 34.26639(N)    093 52 59.66510(W)     ADJUSTED  
 FG1933* NAVD 88     -       688.5    (meters)    2259.     (feet)  VERTCON   
 FG1933  ___________________________________________________________________
 FG1933  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FG1933  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG1933
 FG1933  HORZ ORDER  -  FIRST
 FG1933
 FG1933.The horizontal coordinates were established by classical geodetic methods
 FG1933.and adjusted by the National Geodetic Survey in September 1999..
 FG1933
 FG1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1933
 FG1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1933
 FG1933.The geoid height was determined by GEOID03.
 FG1933
 FG1933;                    North         East     Units Scale Factor Converg.
 FG1933;SPC AR N     -   174,643.039   229,989.513   MT  0.99995040   -1 05 45.1
 FG1933;SPC AR N     -   572,974.70    754,557.26   sFT  0.99995040   -1 05 45.1
 FG1933;UTM  15      - 3,972,424.480   420,287.112   MT  0.99967830   -0 31 04.2
 FG1933
 FG1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1933!SPC AR N     -   0.99989632  x   0.99995040  =   0.99984672
 FG1933!UTM  15      -   0.99989632  x   0.99967830  =   0.99957465
 FG1933
 FG1933|---------------------------------------------------------------------|
 FG1933| PID    Reference Object                     Distance      Geod. Az  |
 FG1933|                                                           dddmmss.s |
 FG1933| CI1147 BIEHL RM 1                           16.132 METERS 18018     |
 FG1933| CI1148 BIEHL RM 2                           17.943 METERS 26839     |
 FG1933| FG1935 DURHAM ATT MICROWAVE                APPROX. 9.9 KM 2770634.1 |
 FG1933| CI1146 BIEHL AZ MK                                        2980401.7 |
 FG1933|---------------------------------------------------------------------|
 FG1933
 FG1933                          SUPERSEDED SURVEY CONTROL
 FG1933
 FG1933  NAD 83(1997)-  35 53 34.27755(N)    093 52 59.66527(W) AD(       ) 1
 FG1933  NAD 83(1986)-  35 53 34.27676(N)    093 52 59.66540(W) AD(       ) 1
 FG1933  NAD 27      -  35 53 33.99282(N)    093 52 58.96558(W) AD(       ) 1
 FG1933  NGVD 29 (07/19/86)  688.4    (m)         2259.     (f) VERT ANG       
 FG1933
 FG1933.Superseded values are not recommended for survey control.
 FG1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1933.See file dsdata.txt to determine how the superseded data were derived.
 FG1933
 FG1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2028772424(NAD 83)
 FG1933_MARKER: DS = TRIANGULATION STATION DISK
 FG1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1933
 FG1933  HISTORY     - Date     Condition        Report By
 FG1933  HISTORY     - 1971     MONUMENTED       NGS
 FG1933  HISTORY     - 19981031 GOOD             USPSQD
 FG1933
 FG1933                          STATION DESCRIPTION
 FG1933
 FG1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1933'THE STATION IS LOCATED ABOUT 14 MILES SOUTH AND 8 MILES WEST OF
 FG1933'HUNTSVILLE, 5 MILES NORTH AND 7 MILES WEST OF SAINT PAUL, 3-1/2
 FG1933'MILES NORTH OF PATRICK, 1-1/2 MILES NORTH AND 1-1/2 MILES EAST OF
 FG1933'CROSSES, IN THE SOUTHEAST 1/4 OF SECTION 7, T 14 N, R 27 W, AND ON
 FG1933'LAND OWNED BY MR. A. W. BIEHL.
 FG1933'
 FG1933'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL SETTLEMENT OF
 FG1933'PATRICK (WHICH IS ABOUT 19 MILES SOUTHWEST OF HUNTSVILLE), GO
 FG1933'NORTHERLY ON GRAVELED ROAD FOR 0.35 MILE TO A FORK.  KEEP LEFT AND
 FG1933'GO NORTH ON BLADED ROAD 0.05 MILE TO A T ROAD.  TURN LEFT AND GO
 FG1933'WESTERLY FOR 200 FEET TO A ROAD FORK.  KEEP RIGHT AND FOLLOW BLADED
 FG1933'ROAD NORTHERLY FOR 2.9 MILES TO A CROSSROAD IN SADDLE OF
 FG1933'RIDGE.  TURN A SHARP LEFT AND GO WESTERLY UP HILL FOR 0.9 MILE TO
 FG1933'A FORK.  KEEP RIGHT AND GO NORTHWESTERLY AND NORTHERLY
 FG1933'FOLLOWING BLADED ROAD FOR 1.4 MILES TO A FORK.  KEEP LEFT AND GO
 FG1933'NORTH ON BLADED ROAD FOR 0.1 MILE TO MR. BIEHLS FARM HOME ON RIGHT
 FG1933'AND A STEEL GATE ON LEFT.  TURN LEFT AND GO WESTERLY PASSING THROUGH
 FG1933'GATE FOLLOWING FARM TRACK ROAD WESTERLY FOR 0.2 MILE TO A FENCE
 FG1933'CORNER ON LEFT AND STATION AS DESCRIBED.
 FG1933'
 FG1933'STATION MARKS ARE STANDARD DISKS STAMPED BIEHL 1971.  THE SURFACE
 FG1933'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FG1933'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 152 FEET SOUTH OF
 FG1933'THE NORTHWEST FENCE CORNER OF PASTURE, 96 FEET SOUTH OF A 15-INCH
 FG1933'TREE AND 3.3 FEET WEST OF A METAL WITNESS POST AND A FENCE.  THE
 FG1933'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 FG1933'CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 FG1933'
 FG1933'REFERENCE MARK 1, A STANDARD DISK STAMPED BIEHL NO 1 1971, IS SET IN
 FG1933'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 FG1933'WITH THE GROUND SURFACE.  IT IS 148.5 FEET SOUTH OF THE 15-INCH
 FG1933'TREE, 205 FEET SOUTH OF THE FENCE CORNER, 1 FOOT WEST OF THE FENCE
 FG1933'AND APPROXIMATELY 1 FOOT HIGHER THAN THE STATION.
 FG1933'
 FG1933'REFERENCE MARK 2, A STANDARD DISK STAMPED BIEHL NO 2 1971, IS SET IN
 FG1933'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 FG1933'WITH THE GROUND SURFACE.  IT IS 116 FEET SOUTHWEST OF THE 15-INCH
 FG1933'TREE, 62 FEET WEST OF THE FENCE AND THE METAL WITNESS POST AND
 FG1933'APPROXIMATELY 3 FEET LOWER THAN THE STATION.
 FG1933'
 FG1933'AZIMUTH MARK, A STANDARD DISK STAMPED BIEHL 1971, IS CEMENTED IN A
 FG1933'DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 FG1933'53.5 FEET NORTH-NORTHEAST OF A 12-INCH WALNUT TREE, 31.5 FEET WEST
 FG1933'OF A 24-INCH TWIN TRUNK TREE, 25 FEET SOUTH OF THE NORTH EDGE OF A
 FG1933'ROCK LEDGE, 3.6 FEET SOUTHEAST OF A METAL WITNESS POST AND ON THE
 FG1933'SOUTH EDGE OF A HEAVY WOODED AREA.
 FG1933'
 FG1933'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST WORKING WAY
 FG1933'ACROSS PASTURE FOR 0.15 MILE TO A LARGE ROCK FORMATION AND MARK.
 FG1933'
 FG1933'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FG1933
 FG1933                          STATION RECOVERY (1998)
 FG1933
 FG1933'RECOVERY NOTE BY US POWER SQUADRON 1998
 FG1933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2895 ***********************************************************************
 EH2895  DESIGNATION -  BIG CREEK
 EH2895  PID         -  EH2895
 EH2895  STATE/COUNTY-  AR/LEE
 EH2895  USGS QUAD   -  MORO (1984)
 EH2895
 EH2895                         *CURRENT SURVEY CONTROL
 EH2895  ___________________________________________________________________
 EH2895* NAD 83(1997)-  34 50 15.69368(N)    090 59 48.26275(W)     ADJUSTED  
 EH2895* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 EH2895  ___________________________________________________________________
 EH2895  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 EH2895  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2895
 EH2895  HORZ ORDER  -  FIRST
 EH2895
 EH2895.The horizontal coordinates were established by classical geodetic methods
 EH2895.and adjusted by the National Geodetic Survey in September 1999..
 EH2895
 EH2895.The orthometric height was scaled from a topographic map.
 EH2895
 EH2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2895
 EH2895.The geoid height was determined by GEOID03.
 EH2895
 EH2895;                    North         East     Units Scale Factor Converg.
 EH2895;SPC AR S     -   641,253.034   491,766.335   MT  1.00001661   +0 33 41.5
 EH2895;SPC AR S     - 2,103,844.33  1,613,403.38   sFT  1.00001661   +0 33 41.5
 EH2895;SPC AR N     -    56,422.637   491,766.543   MT  1.00002018   +0 35 01.7
 EH2895;SPC AR N     -   185,113.27  1,613,404.07   sFT  1.00002018   +0 35 01.7
 EH2895;UTM  15      - 3,856,873.753   683,174.119   MT  1.00001355   +1 08 40.9
 EH2895
 EH2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2895!SPC AR S     -   0.99999480  x   1.00001661  =   1.00001141
 EH2895!SPC AR N     -   0.99999480  x   1.00002018  =   1.00001498
 EH2895!UTM  15      -   0.99999480  x   1.00001355  =   1.00000835
 EH2895
 EH2895|---------------------------------------------------------------------|
 EH2895| PID    Reference Object                     Distance      Geod. Az  |
 EH2895|                                                           dddmmss.s |
 EH2895| CY5283 BIG CREEK RM 1                       62.326 METERS 04149     |
 EH2895| EH0842 J 176                                51.417 METERS 12749     |
 EH2895| EH2901 BRINKLEY RADIO STATION KBJ 60 MAST  APPROX.17.7 KM 2622834.5 |
 EH2895| CY5263 H 176                                              3082752.5 |
 EH2895|---------------------------------------------------------------------|
 EH2895
 EH2895                          SUPERSEDED SURVEY CONTROL
 EH2895
 EH2895  NAD 83(1997)-  34 50 15.69957(N)    090 59 48.25971(W) AD(       ) 1
 EH2895  NAD 83(1986)-  34 50 15.70149(N)    090 59 48.25998(W) AD(       ) 1
 EH2895  NAD 27      -  34 50 15.35631(N)    090 59 47.83205(W) AD(       ) 1
 EH2895
 EH2895.Superseded values are not recommended for survey control.
 EH2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2895.See file dsdata.txt to determine how the superseded data were derived.
 EH2895
 EH2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8317456874(NAD 83)
 EH2895_MARKER: DS = TRIANGULATION STATION DISK
 EH2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2895
 EH2895  HISTORY     - Date     Condition        Report By
 EH2895  HISTORY     - 1965     MONUMENTED       CGS
 EH2895
 EH2895                          STATION DESCRIPTION
 EH2895
 EH2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2895'THE STATION IS 14 MILES NORTHWEST OF MARIANNA, 12 MILES
 EH2895'SOUTHEAST OF BRINKLEY, 11 MILES SOUTHWEST OF PALESTINE, 3
 EH2895'MILES NORTH OF MORO AND ON PROPERTY OWNED BY MR. A. B. TURPIN JR.
 EH2895'
 EH2895'TO REACH THE STATION FROM THE POST OFFICE IN MORO, GO NORTHEAST
 EH2895'ON A PAVED ROAD FOR 0.05 MILE TO ITS JUNCTION WITH STATE
 EH2895'HIGHWAY 78.  TURN LEFT AND GO NORTHWEST AND NORTH ON HIGHWAY
 EH2895'78 FOR 2.95 MILES TO THE JUNCTION OF STATE HIGHWAY 259 WITH
 EH2895'HIGHWAY 78 AT A CURVE OF HIGHWAY 78.  CONTINUE NORTHWEST
 EH2895'ON HIGHWAY 78 FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 EH2895'
 EH2895'STATION MARKS ARE STANDARD DISKS STAMPED BIG CREEK 1965.
 EH2895'THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 EH2895'MONUMENT WHICH IS 14 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2895'IT IS 237 FEET NORTHWEST OF A TRAFFIC STOP SIGN, 94 FEET
 EH2895'WEST OF THE CENTER OF HIGHWAY 259, 71.5 FEET NORTHEAST OF
 EH2895'THE CENTER OF HIGHWAY 78, 48 FEET WEST OF A POWER POLE WITH
 EH2895'A TRANSFORMER NEAR ITS TOP AND 35 FEET NORTHEAST OF THE
 EH2895'SOUTHEAST END OF A CORRUGATED CULVERT.  THE UNDERGROUND DISK IS
 EH2895'SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE
 EH2895'SURFACE OF THE GROUND.
 EH2895'
 EH2895'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BIG CREEK NO
 EH2895'1 1965, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 EH2895'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 EH2895'41 FEET EAST OF THE CENTER OF HIGHWAY 259, 1 FOOT SOUTH
 EH2895'OF A METAL WITNESS POST AND 1/2 FOOT WEST OF A FENCE.
 EH2895'
 EH2895'BENCH MARK J 176, A STANDARD USC AND GS BENCH MARK DISK
 EH2895'STAMPED J 176 1955 IS SET IN THE TOP OF A ROUND (12 IN)
 EH2895'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE SURFACE
 EH2895'OF THE GROUND.  IT IS 63 FEET NORTHWEST OF THE NORTHWEST
 EH2895'CORNER OF A FRAME HOUSE, 41 FEET EAST OF THE CENTER OF HIGHWAY
 EH2895'259, 21 FEET NORTH OF THE CENTER OF A PRIVATE DRIVEWAY, 13
 EH2895'FEET SOUTH OF A POWER POLE, 6 FEET NORTHWEST OF A TELEPHONE
 EH2895'POLE, 2.5 FEET SOUTHWEST OF A FENCE CORNER AND 2 FEET EAST
 EH2895'OF A 4 X 4 WHITE, WOOD WITNESS POST.
 EH2895'
 EH2895'BENCH MARK H 176, A STANDARD USC AND GS BENCH MEAK DISK
 EH2895'STAMPED H 176 1955 IS CEMENTED IN A DRILL HOLE FLUSH WITH
 EH2895'THE SURFACE OF THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT
 EH2895'OF A BRIDGE.  IT IS 12.6 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 EH2895'78.
 EH2895'
 EH2895'TO REACH BENCH MARK H 176 FROM THE STATION, GO NORTHWEST
 EH2895'ON HIGHWAY 78 FOR 1 MILE TO A BRIDGE SPANNING AN UNNAMED
 EH2895'CREEK.  THE AZIMUTH MARK IS AT THE NORTHWEST ABUTMENT.
 EH2895'
 EH2895'NOTE- REFERENCE MARK NO. 1 WAS MEASURED WITH A 300 FOOT TAPE
 EH2895'PULLING 7 KG. TAPE TENSION.
 EH2895'
 EH2895'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0676 ***********************************************************************
 GF0676  DESIGNATION -  BIG FLAT
 GF0676  PID         -  GF0676
 GF0676  STATE/COUNTY-  AR/BAXTER
 GF0676  USGS QUAD   -  BIG FLAT (1966)
 GF0676
 GF0676                         *CURRENT SURVEY CONTROL
 GF0676  ___________________________________________________________________
 GF0676* NAD 83(1997)-  36 00 02.05798(N)    092 24 27.27415(W)     ADJUSTED  
 GF0676* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GF0676  ___________________________________________________________________
 GF0676  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 GF0676  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GF0676
 GF0676  HORZ ORDER  -  SECOND
 GF0676
 GF0676.The horizontal coordinates were established by classical geodetic methods
 GF0676.and adjusted by the National Geodetic Survey in September 1999..
 GF0676
 GF0676.The orthometric height was scaled from a topographic map.
 GF0676
 GF0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0676
 GF0676.The geoid height was determined by GEOID03.
 GF0676
 GF0676;                    North         East     Units Scale Factor Converg.
 GF0676;SPC AR N     -   185,045.067   363,253.188   MT  0.99996227   -0 14 13.8
 GF0676;SPC AR N     -   607,102.02  1,191,773.17   sFT  0.99996227   -0 14 13.8
 GF0676;UTM  15      - 3,984,174.116   553,393.664   MT  0.99963513   +0 20 53.6
 GF0676
 GF0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0676!SPC AR N     -   0.99994207  x   0.99996227  =   0.99990434
 GF0676!UTM  15      -   0.99994207  x   0.99963513  =   0.99957722
 GF0676
 GF0676:                Primary Azimuth Mark                     Grid Az
 GF0676:SPC AR N     -  BIG FLAT AZ MK                           046 42 15.5
 GF0676:UTM  15      -  BIG FLAT AZ MK                           046 07 08.1
 GF0676
 GF0676|---------------------------------------------------------------------|
 GF0676| PID    Reference Object                     Distance      Geod. Az  |
 GF0676|                                                           dddmmss.s |
 GF0676| CI1149 BIG FLAT AZ MK                                     0462801.7 |
 GF0676| FG1681 ALCO                                APPROX.13.8 KM 1681238.3 |
 GF0676| CI1151 BIG FLAT RM 2                        16.258 METERS 22608     |
 GF0676| CI1150 BIG FLAT RM 1                         4.326 METERS 31919     |
 GF0676|---------------------------------------------------------------------|
 GF0676
 GF0676                          SUPERSEDED SURVEY CONTROL
 GF0676
 GF0676  NAD 83(1986)-  36 00 02.06965(N)    092 24 27.27388(W) AD(       ) 2
 GF0676  NAD 27      -  36 00 01.80600(N)    092 24 26.70200(W) AD(       ) 2
 GF0676
 GF0676.Superseded values are not recommended for survey control.
 GF0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0676.See file dsdata.txt to determine how the superseded data were derived.
 GF0676
 GF0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5339484174(NAD 83)
 GF0676_MARKER: DS = TRIANGULATION STATION DISK
 GF0676_SETTING: 66 = SET IN ROCK OUTCROP
 GF0676
 GF0676  HISTORY     - Date     Condition        Report By
 GF0676  HISTORY     - 1953     MONUMENTED       CGS
 GF0676  HISTORY     - 1964     GOOD             USFS
 GF0676  HISTORY     - 1965     GOOD             CGS
 GF0676
 GF0676                          STATION DESCRIPTION
 GF0676
 GF0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0676'THE STATION IS ABOUT 0.5 MILE SOUTHWEST OF BIG FLAT, 0.5
 GF0676'MILE EAST OF THE SEARCY-BAXTER COUNTY LINE AND 0.15 MILE
 GF0676'NORTHWEST OF THE BIG FLAT SCHOOL.
 GF0676'
 GF0676'TO REACH THE STATION FROM THE POST OFFICE IN BIG FLAT, GO
 GF0676'SOUTHWEST ON STATE HIGHWAY 14 FOR 0.3 MILE TO THE BIG FLAT
 GF0676'SCHOOL ON THE LEFT AND AZIMUTH MARK IS SET IN THE WEST PORCH,
 GF0676'CONTINUE ON STATE HIGHWAY 14 FOR 0.15 MILE TO T-ROAD RIGHT
 GF0676'AND THE STATION IN SOUTHWEST ANGLE.
 GF0676'
 GF0676'THE STATION MARK IS 45 FEET SOUTH OF A ROCKY ROAD GOING WESTERLY
 GF0676'AND 43 FEET WEST OF THE CENTER OF STATE HIGHWAY 14.  IT IS
 GF0676'A STANDARD DISK SET IN A DRILL HOLE WITH CONCRETE FLUSH
 GF0676'WITH THE GROUND.  THE DISK IS STAMPED BIG FLAT 1953.
 GF0676'
 GF0676'REFERENCE MARK 1 IS 57 FEET WEST OF THE CENTER OF THE HIGHWAY
 GF0676'AND 50 FEET SOUTH OF A ROCKY ROAD LEADING WESTERLY.  IT IS
 GF0676'A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 GF0676'3 INCHES, THE DISK IS STAMPED BIG FLAT NO 1 1953.
 GF0676'
 GF0676'REFERENCE MARK 2 IS 64 FEET WEST OF THE CENTER OF THE HIGHWAY.
 GF0676'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT
 GF0676'PROJECTS 2 INCHES.  THE DISK IS STAMPED BIG FLAT NO 2 1953.
 GF0676'
 GF0676'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG FLAT 1953,
 GF0676'SET IN A DRILL HOLE IN A CONCRETE PORCH OF THE BIG FLAT SCHOOL.
 GF0676'IT IS IN THE WEST PORCH 1.0 FOOT SOUTH OF THE NORTH END.
 GF0676'
 GF0676'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GF0676
 GF0676                          STATION RECOVERY (1964)
 GF0676
 GF0676'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 GF0676'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 GF0676'STATION IS IN ROW OF HIGHWAY CONSTRUCTION AND MAY BE DESTROYED
 GF0676'IN FUTURE.
 GF0676
 GF0676                          STATION RECOVERY (1965)
 GF0676
 GF0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0676'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 GF0676'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 GF0676'RECOVERED BUT IT IS PROBABLY STILL IN PLACE.  THE MARK IS
 GF0676'LOCATED ON THE CONCRETE PORCH OF THE BIG FLAT SCHOOL AND AT
 GF0676'TIME OF RECOVERY THE DESCRIBED LOCATION WAS UNDER A LARGE PILE
 GF0676'OF STOVE WOOD.  A METAL WITNESS POST WAS SET 6 FEET
 GF0676'SOUTH-SOUTHEAST OF THE STATION MARK.
 GF0676'
 GF0676'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 GF0676'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1054 ***********************************************************************
 GE1054  DESIGNATION -  BIGGERS
 GE1054  PID         -  GE1054
 GE1054  STATE/COUNTY-  AR/RANDOLPH
 GE1054  USGS QUAD   -  REYNO (1980)
 GE1054
 GE1054                         *CURRENT SURVEY CONTROL
 GE1054  ___________________________________________________________________
 GE1054* NAD 83(1997)-  36 20 01.99147(N)    090 48 19.91176(W)     ADJUSTED  
 GE1054* NAVD 88     -        87.08   (+/-2cm)     285.7    (feet)  VERTCON   
 GE1054  ___________________________________________________________________
 GE1054  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GE1054  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GE1054
 GE1054  HORZ ORDER  -  SECOND
 GE1054  VERT ORDER  -  THIRD ? (See Below)
 GE1054
 GE1054.The horizontal coordinates were established by classical geodetic methods
 GE1054.and adjusted by the National Geodetic Survey in September 1999..
 GE1054
 GE1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1054.The vertical order pertains to the NGVD 29 superseded value.
 GE1054
 GE1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1054
 GE1054.The geoid height was determined by GEOID03.
 GE1054
 GE1054;                    North         East     Units Scale Factor Converg.
 GE1054;SPC AR N     -   222,604.412   507,241.587   MT  1.00002142   +0 41 42.2
 GE1054;SPC AR N     -   730,327.98  1,664,175.11   sFT  1.00002142   +0 41 42.2
 GE1054;UTM  15      - 4,023,217.797   696,959.675   MT  1.00007799   +1 18 02.2
 GE1054
 GE1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1054!SPC AR N     -   0.99999081  x   1.00002142  =   1.00001223
 GE1054!UTM  15      -   0.99999081  x   1.00007799  =   1.00006880
 GE1054
 GE1054|---------------------------------------------------------------------|
 GE1054| PID    Reference Object                     Distance      Geod. Az  |
 GE1054|                                                           dddmmss.s |
 GE1054| CI3012 BIGGERS RM 1                         23.558 METERS 06022     |
 GE1054| CI3011 BIGGERS AZ MK                                      1351534.1 |
 GE1054| CI3013 BIGGERS RM 2                         25.622 METERS 14545     |
 GE1054| GE1052 BIGGERS TEX ILL NAT GAS MAST        APPROX. 4.7 KM 2150016.0 |
 GE1054| GE1053 BIGGERS MISS FUEL CO WATER TK       APPROX. 3.0 KM 2313652.3 |
 GE1054|---------------------------------------------------------------------|
 GE1054
 GE1054                          SUPERSEDED SURVEY CONTROL
 GE1054
 GE1054  NAD 83(1986)-  36 20 01.99903(N)    090 48 19.91164(W) AD(       ) 2
 GE1054  NAD 27      -  36 20 01.76740(N)    090 48 19.49280(W) AD(       ) 2
 GE1054  NGVD 29 (07/19/86)   87.03   (m)          285.5    (f) LEVELING    3  
 GE1054
 GE1054.Superseded values are not recommended for survey control.
 GE1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1054.See file dsdata.txt to determine how the superseded data were derived.
 GE1054
 GE1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9696023218(NAD 83)
 GE1054_MARKER: DS = TRIANGULATION STATION DISK
 GE1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1054
 GE1054  HISTORY     - Date     Condition        Report By
 GE1054  HISTORY     - 1955     MONUMENTED       CGS
 GE1054  HISTORY     - 20020914 MARK NOT FOUND   USACE
 GE1054
 GE1054                          STATION DESCRIPTION
 GE1054
 GE1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1054'THE STATION IS LOCATED AT THE WESTERLY CORNER OF THE BIGGERS
 GE1054'HIGH SCHOOL GROUND WHICH IS IN THE EASTERN EDGE OF BIGGERS,
 GE1054'ABOUT 0.05 MILE NORTHWEST OF U.S. HIGHWAY 62 AND 67, 75 FEET
 GE1054'SOUTHEAST OF THE SOUTHEAST CORNER OF THE METHODIST CHURCH AND
 GE1054'37 FEET NORTHEAST OF A GRAVEL STREET.
 GE1054'
 GE1054'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 GE1054'THE DISK IS STAMPED BIGGERS 1955.
 GE1054'
 GE1054'REFERENCE MARK 1 IS 27 FEET SOUTHEAST OF THE CENTER OF A GRAVEL
 GE1054'DRIVEWAY AND 1 FOOT SOUTHEAST OF A POWERLINE POLE.  THE MARK
 GE1054'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GE1054'BIGGERS NO 1 1955.
 GE1054'
 GE1054'REFERENCE MARK 2 IS 33 FEET NORTHEAST OF THE CENTER OF THE
 GE1054'GRAVEL STREET AND 1 FOOT NORTHWEST OF A POWERLINE POLE.  THE
 GE1054'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GE1054'STAMPED BIGGERS NO 2 1955.
 GE1054'
 GE1054'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 GE1054'2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT
 GE1054'SOUTHWEST OF A FENCE CORNER.  THE MARK IS FLUSH WITH THE
 GE1054'SURFACE OF THE GROUND AND THE DISK IS STAMPED BIGGERS 1955.
 GE1054'
 GE1054'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT, GO SOUTH,
 GE1054'CROSSING THE RAILROAD TRACKS, FOR 0.55 MILE TO A CROSS ROAD,
 GE1054'TURN LEFT AND GO EAST FOR 0.6 MILE TO THE MARK ON THE RIGHT
 GE1054'AS DESCRIBED.
 GE1054'
 GE1054'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE1054
 GE1054                          STATION RECOVERY (2002)
 GE1054
 GE1054'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1053 ***********************************************************************
 GE1053  DESIGNATION -  BIGGERS MISS FUEL CO WATER TK
 GE1053  PID         -  GE1053
 GE1053  STATE/COUNTY-  AR/RANDOLPH
 GE1053  USGS QUAD   -  REYNO (1980)
 GE1053
 GE1053                         *CURRENT SURVEY CONTROL
 GE1053  ___________________________________________________________________
 GE1053* NAD 83(1997)-  36 19 01.30768(N)    090 49 54.55260(W)     ADJUSTED  
 GE1053* NAVD 88     -                                                        
 GE1053  ___________________________________________________________________
 GE1053  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GE1053  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE1053
 GE1053  HORZ ORDER  -  THIRD
 GE1053
 GE1053.The horizontal coordinates were established by classical geodetic methods
 GE1053.and adjusted by the National Geodetic Survey in September 1999..
 GE1053
 GE1053
 GE1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1053
 GE1053.The geoid height was determined by GEOID03.
 GE1053
 GE1053;                    North         East     Units Scale Factor Converg.
 GE1053;SPC AR N     -   220,705.695   504,903.606   MT  1.00001762   +0 40 47.1
 GE1053;SPC AR N     -   724,098.60  1,656,504.58   sFT  1.00001762   +0 40 47.1
 GE1053;UTM  15      - 4,021,294.391   694,641.756   MT  1.00006681   +1 17 04.2
 GE1053
 GE1053                          SUPERSEDED SURVEY CONTROL
 GE1053
 GE1053  NAD 83(1986)-  36 19 01.31558(N)    090 49 54.55221(W) AD(       ) 4
 GE1053  NAD 27      -  36 19 01.08300(N)    090 49 54.13100(W) AD(       ) 3
 GE1053
 GE1053.Superseded values are not recommended for survey control.
 GE1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1053.See file dsdata.txt to determine how the superseded data were derived.
 GE1053
 GE1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9464221294(NAD 83)
 GE1053_MARKER: 53 = ELEVATED TANK
 GE1053
 GE1053  HISTORY     - Date     Condition        Report By
 GE1053  HISTORY     - 1955     FIRST OBSERVED   CGS
 GE1053
 GE1053                          STATION DESCRIPTION
 GE1053
 GE1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1053'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF BIGGERS AND
 GE1053'ABOUT 150 FEET EAST OF U.S. HIGHWAYS 62 AND 67.  IT IS AN
 GE1053'ELEVATED TANK ABOUT 50 FEET HIGH SUPPORTED BY FOUR STEEL LEGS.
 GE1053'THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1052 ***********************************************************************
 GE1052  DESIGNATION -  BIGGERS TEX ILL NAT GAS MAST
 GE1052  PID         -  GE1052
 GE1052  STATE/COUNTY-  AR/RANDOLPH
 GE1052  USGS QUAD   -  REYNO (1980)
 GE1052
 GE1052                         *CURRENT SURVEY CONTROL
 GE1052  ___________________________________________________________________
 GE1052* NAD 83(1997)-  36 17 56.51457(N)    090 50 08.45861(W)     ADJUSTED  
 GE1052* NAVD 88     -                                                        
 GE1052  ___________________________________________________________________
 GE1052  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GE1052  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GE1052
 GE1052  HORZ ORDER  -  THIRD
 GE1052
 GE1052.The horizontal coordinates were established by classical geodetic methods
 GE1052.and adjusted by the National Geodetic Survey in September 1999..
 GE1052
 GE1052
 GE1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1052
 GE1052.The geoid height was determined by GEOID03.
 GE1052
 GE1052;                    North         East     Units Scale Factor Converg.
 GE1052;SPC AR N     -   218,704.542   504,580.357   MT  1.00001365   +0 40 39.1
 GE1052;SPC AR N     -   717,533.15  1,655,444.05   sFT  1.00001365   +0 40 39.1
 GE1052;UTM  15      - 4,019,289.839   694,339.621   MT  1.00006536   +1 16 54.0
 GE1052
 GE1052                          SUPERSEDED SURVEY CONTROL
 GE1052
 GE1052  NAD 83(1986)-  36 17 56.52247(N)    090 50 08.45848(W) AD(       ) 4
 GE1052  NAD 27      -  36 17 56.28600(N)    090 50 08.03900(W) AD(       ) 3
 GE1052
 GE1052.Superseded values are not recommended for survey control.
 GE1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1052.See file dsdata.txt to determine how the superseded data were derived.
 GE1052
 GE1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9434019290(NAD 83)
 GE1052_MARKER: 42 = RADIO/TV MAST
 GE1052
 GE1052  HISTORY     - Date     Condition        Report By
 GE1052  HISTORY     - 1955     FIRST OBSERVED   CGS
 GE1052
 GE1052                          STATION DESCRIPTION
 GE1052
 GE1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1052'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTH-SOUTHWEST
 GE1052'OF BIGGERS ON LAND OWNED BY THE TEXAS-ILLINOIS PIPELINE CO.,
 GE1052'0.5 MILE EAST OF U.S. HIGHWAY 67 AND 50 FT. NORTH OF GRAVELED
 GE1052'DRIVE.
 GE1052'
 GE1052'THE STATION IS A TWO LEGGED STRUCTURE 250 FT. HIGH SUPPORTING
 GE1052'TWO SCREENS.  THE LEGS ARE PAINTED ALTERNATELY RED AND WHITE.
 GE1052'
 GE1052'THE POINT OBSERVED WAS THE FLASHING RED LIGHT ATOP THE WEST
 GE1052'LEG OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2961 ***********************************************************************
 EH2961  DESIGNATION -  BIOLOGICAL SURVEY MARK 66
 EH2961  PID         -  EH2961
 EH2961  STATE/COUNTY-  AR/ARKANSAS
 EH2961  USGS QUAD   -  WEBER (1967)
 EH2961
 EH2961                         *CURRENT SURVEY CONTROL
 EH2961  ___________________________________________________________________
 EH2961* NAD 83(1997)-  34 12 28.27162(N)    091 12 41.63345(W)     ADJUSTED  
 EH2961* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 EH2961  ___________________________________________________________________
 EH2961  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 EH2961  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH2961
 EH2961  HORZ ORDER  -  SECOND
 EH2961
 EH2961.The horizontal coordinates were established by classical geodetic methods
 EH2961.and adjusted by the National Geodetic Survey in September 1999..
 EH2961
 EH2961.The orthometric height was scaled from a topographic map.
 EH2961
 EH2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2961
 EH2961.The geoid height was determined by GEOID03.
 EH2961
 EH2961;                    North         East     Units Scale Factor Converg.
 EH2961;SPC AR S     -   571,216.696   472,655.211   MT  0.99992303   +0 26 28.6
 EH2961;SPC AR S     - 1,874,066.78  1,550,702.97   sFT  0.99992303   +0 26 28.6
 EH2961;UTM  15      - 3,786,648.685   664,764.679   MT  0.99993465   +1 00 20.4
 EH2961
 EH2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2961!SPC AR S     -   0.99999506  x   0.99992303  =   0.99991809
 EH2961!UTM  15      -   0.99999506  x   0.99993465  =   0.99992971
 EH2961
 EH2961                          SUPERSEDED SURVEY CONTROL
 EH2961
 EH2961  NAD 83(1997)-  34 12 28.27826(N)    091 12 41.62922(W) AD(       ) 2
 EH2961  NAD 83(1986)-  34 12 28.27933(N)    091 12 41.62878(W) AD(       ) 2
 EH2961  NAD 27      -  34 12 27.91300(N)    091 12 41.20737(W) AD(       ) 2
 EH2961
 EH2961.Superseded values are not recommended for survey control.
 EH2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2961.See file dsdata.txt to determine how the superseded data were derived.
 EH2961
 EH2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6476586649(NAD 83)
 EH2961_MARKER: P = PIPE CAP
 EH2961_SETTING: 0 = UNSPECIFIED SETTING
 EH2961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2961
 EH2961  HISTORY     - Date     Condition        Report By
 EH2961  HISTORY     - 1965     MONUMENTED       CGS
 EH2961
 EH2961                          STATION DESCRIPTION
 EH2961
 EH2961'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EH2961'SEE STATION LA GRUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2932 ***********************************************************************
 EH2932  DESIGNATION -  BISCOE MUNICIPAL TANK
 EH2932  PID         -  EH2932
 EH2932  STATE/COUNTY-  AR/PRAIRIE
 EH2932  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH2932
 EH2932                         *CURRENT SURVEY CONTROL
 EH2932  ___________________________________________________________________
 EH2932* NAD 83(1997)-  34 49 15.81755(N)    091 24 19.54508(W)     ADJUSTED  
 EH2932* NAVD 88     -                                                        
 EH2932  ___________________________________________________________________
 EH2932  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 EH2932  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH2932
 EH2932  HORZ ORDER  -  THIRD
 EH2932
 EH2932.The horizontal coordinates were established by classical geodetic methods
 EH2932.and adjusted by the National Geodetic Survey in September 1999..
 EH2932
 EH2932
 EH2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2932
 EH2932.The geoid height was determined by GEOID03.
 EH2932
 EH2932;                    North         East     Units Scale Factor Converg.
 EH2932;SPC AR S     -   639,116.160   454,395.554   MT  1.00001258   +0 19 58.0
 EH2932;SPC AR S     - 2,096,833.60  1,490,796.08   sFT  1.00001258   +0 19 58.0
 EH2932;SPC AR N     -    54,274.176   454,396.148   MT  1.00002397   +0 20 45.5
 EH2932;SPC AR N     -   178,064.53  1,490,798.03   sFT  1.00002397   +0 20 45.5
 EH2932;UTM  15      - 3,854,358.555   645,829.882   MT  0.99986211   +0 54 38.5
 EH2932
 EH2932                          SUPERSEDED SURVEY CONTROL
 EH2932
 EH2932  NAD 83(1986)-  34 49 15.82294(N)    091 24 19.54150(W) AD(       ) 4
 EH2932  NAD 27      -  34 49 15.48561(N)    091 24 19.07644(W) AD(       ) 3
 EH2932
 EH2932.Superseded values are not recommended for survey control.
 EH2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2932.See file dsdata.txt to determine how the superseded data were derived.
 EH2932
 EH2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4583054359(NAD 83)
 EH2932_MARKER: 53 = ELEVATED TANK
 EH2932
 EH2932  HISTORY     - Date     Condition        Report By
 EH2932  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2932
 EH2932                          STATION DESCRIPTION
 EH2932
 EH2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2932'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS
 EH2932'A 4 LEGGED STEEL STRUCTURE, PAINTED A LIGHT GREEN COLOR
 EH2932'WITH AN OVERALL HEIGHT OF 125 FEET.
 EH2932'
 EH2932'LOCATED IN THE SMALL SETTLEMENT OF BISCOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2931 ***********************************************************************
 EH2931  DESIGNATION -  BISCOE RAD STATION KLK 79 MAST
 EH2931  PID         -  EH2931
 EH2931  STATE/COUNTY-  AR/PRAIRIE
 EH2931  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH2931
 EH2931                         *CURRENT SURVEY CONTROL
 EH2931  ___________________________________________________________________
 EH2931* NAD 83(1997)-  34 49 18.26547(N)    091 24 43.89992(W)     ADJUSTED  
 EH2931* NAVD 88     -                                                        
 EH2931  ___________________________________________________________________
 EH2931  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 EH2931  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH2931
 EH2931  HORZ ORDER  -  THIRD
 EH2931
 EH2931.The horizontal coordinates were established by classical geodetic methods
 EH2931.and adjusted by the National Geodetic Survey in September 1999..
 EH2931
 EH2931
 EH2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2931
 EH2931.The geoid height was determined by GEOID03.
 EH2931
 EH2931;                    North         East     Units Scale Factor Converg.
 EH2931;SPC AR S     -   639,188.021   453,776.196   MT  1.00001275   +0 19 44.4
 EH2931;SPC AR S     - 2,097,069.37  1,488,764.07   sFT  1.00001275   +0 19 44.4
 EH2931;SPC AR N     -    54,345.895   453,776.767   MT  1.00002381   +0 20 31.4
 EH2931;SPC AR N     -   178,299.82  1,488,765.94   sFT  1.00002381   +0 20 31.4
 EH2931;UTM  15      - 3,854,424.155   645,209.925   MT  0.99985989   +0 54 24.6
 EH2931
 EH2931                          SUPERSEDED SURVEY CONTROL
 EH2931
 EH2931  NAD 83(1986)-  34 49 18.27096(N)    091 24 43.89664(W) AD(       ) 4
 EH2931  NAD 27      -  34 49 17.93536(N)    091 24 43.43019(W) AD(       ) 3
 EH2931
 EH2931.Superseded values are not recommended for survey control.
 EH2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2931.See file dsdata.txt to determine how the superseded data were derived.
 EH2931
 EH2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4521054424(NAD 83)
 EH2931_MARKER: 42 = RADIO/TV MAST
 EH2931
 EH2931  HISTORY     - Date     Condition        Report By
 EH2931  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2931
 EH2931                          STATION DESCRIPTION
 EH2931
 EH2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2931'STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  IT IS A
 EH2931'3 LEGGED STEEL GUYED STRUCTURE PAINTED IN ALTERNATE SECTIONS
 EH2931'OF INTERNATIONAL RED AND WHITE WITH AN OVERALL HEIGHT OF 270
 EH2931'FEET.
 EH2931'
 EH2931'LOCATED IN BISCOE AND OWNED AND OPERATED BY THE AMERICAN
 EH2931'TELEPHONE AND TELEGRAPH COMPANY.
 EH2931'
 EH2931'NOTE- WE WERE TOLD AT THIS TIME THAT THIS TOWER IS TO BE
 EH2931'TORN DOWN IN THE VERY NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2935 ***********************************************************************
 EH2935  DESIGNATION -  BISCOE RADIO STA KLK 79 TOWER
 EH2935  PID         -  EH2935
 EH2935  STATE/COUNTY-  AR/PRAIRIE
 EH2935  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH2935
 EH2935                         *CURRENT SURVEY CONTROL
 EH2935  ___________________________________________________________________
 EH2935* NAD 83(1997)-  34 49 20.24863(N)    091 24 45.38516(W)     ADJUSTED  
 EH2935* NAVD 88     -                                                        
 EH2935  ___________________________________________________________________
 EH2935  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 EH2935  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH2935
 EH2935  HORZ ORDER  -  THIRD
 EH2935
 EH2935.The horizontal coordinates were established by classical geodetic methods
 EH2935.and adjusted by the National Geodetic Survey in September 1999..
 EH2935
 EH2935
 EH2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2935
 EH2935.The geoid height was determined by GEOID03.
 EH2935
 EH2935;                    North         East     Units Scale Factor Converg.
 EH2935;SPC AR S     -   639,248.917   453,738.102   MT  1.00001288   +0 19 43.5
 EH2935;SPC AR S     - 2,097,269.16  1,488,639.09   sFT  1.00001288   +0 19 43.5
 EH2935;SPC AR N     -    54,406.783   453,738.658   MT  1.00002368   +0 20 30.5
 EH2935;SPC AR N     -   178,499.59  1,488,640.91   sFT  1.00002368   +0 20 30.5
 EH2935;UTM  15      - 3,854,484.655   645,171.224   MT  0.99985975   +0 54 23.8
 EH2935
 EH2935                          SUPERSEDED SURVEY CONTROL
 EH2935
 EH2935  NAD 83(1986)-  34 49 20.25423(N)    091 24 45.38183(W) AD(       ) 4
 EH2935  NAD 27      -  34 49 19.91812(N)    091 24 44.91548(W) AD(       ) 3
 EH2935
 EH2935.Superseded values are not recommended for survey control.
 EH2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2935.See file dsdata.txt to determine how the superseded data were derived.
 EH2935
 EH2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4517154485(NAD 83)
 EH2935_MARKER: 43 = RADIO/TV TOWER
 EH2935
 EH2935  HISTORY     - Date     Condition        Report By
 EH2935  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2935
 EH2935                          STATION DESCRIPTION
 EH2935
 EH2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2935'STATION IS THE CENTER OF THE RED LIGHT AT THE TOP OF THE
 EH2935'TOWER.  IT IS A 4 LEGGED STEEL, SELF-SUPPORTING STRUCTURE
 EH2935'PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.
 EH2935'THE OVERALL HEIGHT OF THE STRUCTURE IS 280.5 FEET.
 EH2935'
 EH2935'LOCATED IN BISCOE AND IS OWNED AND OPERATED BY THE AMERICAN
 EH2935'TELEPHONE AND TELEGRAPH COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1111 ***********************************************************************
 EH1111  DESIGNATION -  BISCOE RESET
 EH1111  PID         -  EH1111
 EH1111  STATE/COUNTY-  AR/PRAIRIE
 EH1111  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1111
 EH1111                         *CURRENT SURVEY CONTROL
 EH1111  ___________________________________________________________________
 EH1111* NAD 83(1997)-  34 48 33.06946(N)    091 25 41.89098(W)     ADJUSTED  
 EH1111* NAVD 88     -        56.380  (meters)     184.97   (feet)  ADJUSTED  
 EH1111  ___________________________________________________________________
 EH1111  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 EH1111  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1111  DYNAMIC HT  -          56.327 (meters)     184.80  (feet)  COMP
 EH1111  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 EH1111
 EH1111  HORZ ORDER  -  FIRST
 EH1111  VERT ORDER  -  FIRST     CLASS II
 EH1111
 EH1111.The horizontal coordinates were established by classical geodetic methods
 EH1111.and adjusted by the National Geodetic Survey in September 1999..
 EH1111
 EH1111.The orthometric height was determined by differential leveling
 EH1111.and adjusted by the National Geodetic Survey in June 1991..
 EH1111
 EH1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1111
 EH1111.The geoid height was determined by GEOID03.
 EH1111
 EH1111.The dynamic height is computed by dividing the NAVD 88
 EH1111.geopotential number by the normal gravity value computed on the
 EH1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1111.degrees latitude (g = 980.6199 gals.).
 EH1111
 EH1111.The modeled gravity was interpolated from observed gravity values.
 EH1111
 EH1111;                    North         East     Units Scale Factor Converg.
 EH1111;SPC AR S     -   637,786.925   452,310.270   MT  1.00000976   +0 19 11.9
 EH1111;SPC AR S     - 2,092,472.60  1,483,954.61   sFT  1.00000976   +0 19 11.9
 EH1111;SPC AR N     -    52,944.451   452,311.135   MT  1.00002672   +0 19 57.6
 EH1111;SPC AR N     -   173,701.92  1,483,957.45   sFT  1.00002672   +0 19 57.6
 EH1111;UTM  15      - 3,853,008.571   643,758.421   MT  0.99985472   +0 53 50.5
 EH1111
 EH1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1111!SPC AR S     -   0.99999537  x   1.00000976  =   1.00000513
 EH1111!SPC AR N     -   0.99999537  x   1.00002672  =   1.00002209
 EH1111!UTM  15      -   0.99999537  x   0.99985472  =   0.99985009
 EH1111
 EH1111|---------------------------------------------------------------------|
 EH1111| PID    Reference Object                     Distance      Geod. Az  |
 EH1111|                                                           dddmmss.s |
 EH1111| CY5284 BISCOE RM                            16.540 METERS 10230     |
 EH1111| EH1103 TANK                                APPROX. 1.8 KM 2125226.5 |
 EH1111| EH1106 ODUM                                402.968 METERS 2203006.6 |
 EH1111|---------------------------------------------------------------------|
 EH1111
 EH1111                          SUPERSEDED SURVEY CONTROL
 EH1111
 EH1111  NAD 83(1986)-  34 48 33.07690(N)    091 25 41.88594(W) AD(       ) 1
 EH1111  NAD 27      -  34 48 32.73778(N)    091 25 41.42262(W) AD(       ) 1
 EH1111  NGVD 29 (??/??/??)   56.380  (m)          184.97   (f) ADJUSTED    1 2
 EH1111
 EH1111.Superseded values are not recommended for survey control.
 EH1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1111.See file dsdata.txt to determine how the superseded data were derived.
 EH1111
 EH1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4375853009(NAD 83)
 EH1111_MARKER: DD = SURVEY DISK
 EH1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1111_STAMPING: B M BISCOE 1943
 EH1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1111+STABILITY: SURFACE MOTION
 EH1111
 EH1111  HISTORY     - Date     Condition        Report By
 EH1111  HISTORY     - 1943     MONUMENTED       USE
 EH1111  HISTORY     - 1951     MARK NOT FOUND   CGS
 EH1111  HISTORY     - 1954     GOOD             CGS
 EH1111  HISTORY     - 1954     GOOD             CGS
 EH1111  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1111
 EH1111                          STATION DESCRIPTION
 EH1111
 EH1111'DESCRIBED BY US ENGINEERS 1943
 EH1111'STATION IS 2 MILES W OF BISCOE.  THE SURFACE MARK WAS FOUND
 EH1111'LYING NEAR THE STATION SITE.  R.M.S 1 AND 2 WERE FOUND TO BE IN
 EH1111'GOOD CONDITION.  THE UNDERGROUND MARK WAS RECOVERED, HOWEVER,
 EH1111'IT WAS STRUCK BY A SHOVEL AND THE CONCRETE WAS FOUND TO BE CRUMBLY
 EH1111'AND IN POOR CONDITION.  THE STATION WAS RESET WITH A STANDARD
 EH1111'U.S.E. BRASS CAP SET IN CONCRETE AND IN THE SAME POSITION
 EH1111'AS THE ORIGINAL MARK.
 EH1111'
 EH1111'R.M. 1 IS 53.98 FEET FROM THE STATION, S 77 DEG 33 MIN
 EH1111'20 SEC E.
 EH1111'
 EH1111'R.M. 2 IS 95.30 FEET FROM THE STATION,
 EH1111'S 25 DEG 45 MIN 20 SEC W.
 EH1111'
 EH1111'AZIMUTH MARK (U.S.E., 1943) IS 1204.46 FEET FROM THE STATION,
 EH1111'N 30 DEG 30 MIN 30 SEC W.
 EH1111'
 EH1111'THE DESCRIPTION OF THE STATION IS GOOD.
 EH1111
 EH1111                          STATION RECOVERY (1951)
 EH1111
 EH1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 EH1111'STATION MARK WAS NOT RECOVERD.  NO ATTEMPT WAS MADE
 EH1111'TO LOCATE THE UNDERGROUND MARK.  IT IS A PLOWED FIELD.
 EH1111'
 EH1111'REFERENCE MARK 2 (1935) WAS RECOVERED IN GOOD CONDITION.
 EH1111'IT IS 3 FEET S OF THE N RIGHT-OF-WAY FENCE LINE, 14.3 FEET
 EH1111'NW OF THE SIXTH TELEGRAPH POLE E OF MILEPOST 84 (THIS IS THE
 EH1111'POLE WITH THREE BLACK BANDS PAINTED ON IT.).
 EH1111'
 EH1111'REFERENCE MARK 1 (1916-1920) WAS RECOVERED IN GOOD CONDITION,
 EH1111'BETWEEN THE SIXTH AND SEVENTH TELEGRAPH POLES E OF MILEPOST
 EH1111'84, AND ABOUT 45 FEET (ESTIMATED) W OF THE SEVENTH POLE.
 EH1111'IT IS 7 FEET S OF THE N RIGHT-OF-WAY FENCE LINE.  THIS IS
 EH1111'A TRAVERSE STATION.
 EH1111
 EH1111                          STATION RECOVERY (1954)
 EH1111
 EH1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1111'1.45 MI SW FROM BISCOE.
 EH1111'1.45 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1111'RAILROAD FROM THE STATION AT BISCOE, 83 FEET NORTHWEST OF THE
 EH1111'NORTHWEST RAIL, 70 FEET NORTHEAST OF A 22 INCH OAK TREE, 34 FEET
 EH1111'NORTHWEST OF A FENCE, 1.2 FEET NORTHWEST OF A WITNESS POST, 0.1 MILE
 EH1111'SOUTHWEST OF A PRIVATE ROAD CROSSING, SET IN THE TOP OF A CONCRETE
 EH1111'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 EH1111
 EH1111                          STATION RECOVERY (1954)
 EH1111
 EH1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH1111'STATION WAS FOUND DESTROYED IN 1933.  A U.S.E. DISK WAS SET
 EH1111'OVER THE UNDERGROUND MARK IN 1943.
 EH1111'
 EH1111'STATION IS 1.45 MI. SW ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1111'RAILROAD FROM THE STATION AT BISCOE, 83 FT. NW OF THE NW
 EH1111'RAIL, 70 FT. NE OF A 22-IN. OAK TREE, 34 FT. NW OF A FENCE,
 EH1111'1.2 FT. NW OF A WITNESS POST, AND 0.1 MI. SW OF A PRIVATE-ROAD
 EH1111'CROSSING.  A U.S.E.D. DISK, SET IN THE TOP OF A CONCRETE
 EH1111'POST WHICH IS 0.2 FT. BELOW THE TOP OF THE GROUND, AND STAMPED
 EH1111'BM BISCOE 1943.  THIS MARK IS SET OVER THE UNDERGROUND MARK
 EH1111'OF THE OLD STATION.
 EH1111'
 EH1111'REFERENCE MARK 2 IS 95.5 FT. SW OF THE STATION, 45 FT. NW OF
 EH1111'THE NW RAIL, 27.7 FT. S OF A 22-IN. OAK TREE, 13 FT. W OF
 EH1111'A TELEPHONE POLE, 3.5 FT. SE OF A FENCE, AND 8 FT. BELOW
 EH1111'THE TOP OF THE RAILS.  A REFERENCE-MARK DISK, SET IN THE TOP
 EH1111'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED
 EH1111'BISCOE RM 2 1916 1920.
 EH1111
 EH1111                          STATION RECOVERY (1967)
 EH1111
 EH1111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1112 ***********************************************************************
 EH1112  DESIGNATION -  BISCOE RM 2
 EH1112  PID         -  EH1112
 EH1112  STATE/COUNTY-  AR/PRAIRIE
 EH1112  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1112
 EH1112                         *CURRENT SURVEY CONTROL
 EH1112  ___________________________________________________________________
 EH1112* NAD 83(1986)-  34 48 33.     (N)    091 25 39.     (W)     SCALED    
 EH1112* NAVD 88     -        56.425  (meters)     185.12   (feet)  ADJUSTED  
 EH1112  ___________________________________________________________________
 EH1112  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1112  DYNAMIC HT  -          56.373 (meters)     184.95  (feet)  COMP
 EH1112  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 EH1112
 EH1112  VERT ORDER  -  FIRST     CLASS II
 EH1112
 EH1112.The horizontal coordinates were scaled from a topographic map and have
 EH1112.an estimated accuracy of +/- 6 seconds.
 EH1112
 EH1112.The orthometric height was determined by differential leveling
 EH1112.and adjusted by the National Geodetic Survey in June 1991..
 EH1112
 EH1112.The geoid height was determined by GEOID03.
 EH1112
 EH1112.The dynamic height is computed by dividing the NAVD 88
 EH1112.geopotential number by the normal gravity value computed on the
 EH1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1112.degrees latitude (g = 980.6199 gals.).
 EH1112
 EH1112.The modeled gravity was interpolated from observed gravity values.
 EH1112
 EH1112;                    North         East    Units  Estimated Accuracy
 EH1112;SPC AR S     -   637,790.      452,380.      MT  (+/- 180 meters Scaled)
 EH1112
 EH1112                          SUPERSEDED SURVEY CONTROL
 EH1112
 EH1112  NGVD 29 (??/??/??)   56.426  (m)          185.12   (f) ADJUSTED    1 2
 EH1112
 EH1112.Superseded values are not recommended for survey control.
 EH1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1112.See file dsdata.txt to determine how the superseded data were derived.
 EH1112
 EH1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU438530(NAD 83)
 EH1112_MARKER: DR = REFERENCE MARK DISK
 EH1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1112_STAMPING: BISCOE R M 2 1916 1920
 EH1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1112+STABILITY: SURFACE MOTION
 EH1112
 EH1112  HISTORY     - Date     Condition        Report By
 EH1112  HISTORY     - 1935     MONUMENTED       CGS
 EH1112  HISTORY     - 1954     GOOD             CGS
 EH1112  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1112
 EH1112                          STATION DESCRIPTION
 EH1112
 EH1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1112'1.45 MI SW FROM BISCOE.
 EH1112'1.45 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1112'RAILROAD FROM THE STATION AT BISCOE, 0.1 MILE SOUTHWEST OF A PRIVATE
 EH1112'ROAD CROSSING, 45 FEET NORTHWEST OF THE NORTHWEST RAIL, 27.7 FEET
 EH1112'SOUTH OF A 22 INCH OAK TREE, 13 FEET WEST OF A TELEPHONE POLE, 3.5
 EH1112'FEET SOUTHEAST OF A FENCE, 8 FEET BELOW THE TOP OF THE RAILS, SET IN
 EH1112'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  95.5 FEET
 EH1112'SOUTHWEST OF B.M. BISCOE 1943.
 EH1112
 EH1112                          STATION RECOVERY (1967)
 EH1112
 EH1112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1366 ***********************************************************************
 DL1366  DESIGNATION -  BISHOP
 DL1366  PID         -  DL1366
 DL1366  STATE/COUNTY-  AR/UNION
 DL1366  USGS QUAD   -  WESSON (1976)
 DL1366
 DL1366                         *CURRENT SURVEY CONTROL
 DL1366  ___________________________________________________________________
 DL1366* NAD 83(1997)-  33 06 46.94315(N)    092 50 30.80526(W)     ADJUSTED  
 DL1366* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 DL1366  ___________________________________________________________________
 DL1366  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DL1366  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1366
 DL1366  HORZ ORDER  -  FIRST
 DL1366
 DL1366.The horizontal coordinates were established by classical geodetic methods
 DL1366.and adjusted by the National Geodetic Survey in September 1999..
 DL1366
 DL1366.The orthometric height was scaled from a topographic map.
 DL1366
 DL1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1366
 DL1366.The geoid height was determined by GEOID03.
 DL1366
 DL1366;                    North         East     Units Scale Factor Converg.
 DL1366;SPC AR S     -   449,832.888   321,420.337   MT  1.00004670   -0 28 16.3
 DL1366;SPC AR S     - 1,475,826.73  1,054,526.56   sFT  1.00004670   -0 28 16.3
 DL1366;SPC LA N     -   289,794.178   968,085.884   MT  1.00013230   -0 10 50.7
 DL1366;SPC LA N     -   950,766.40  3,176,128.44   sFT  1.00013230   -0 10 50.7
 DL1366;UTM  15      - 3,663,829.775   514,751.089   MT  0.99960268   +0 05 10.9
 DL1366
 DL1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1366!SPC AR S     -   0.99998812  x   1.00004670  =   1.00003482
 DL1366!SPC LA N     -   0.99998812  x   1.00013230  =   1.00012042
 DL1366!UTM  15      -   0.99998812  x   0.99960268  =   0.99959081
 DL1366
 DL1366|---------------------------------------------------------------------|
 DL1366| PID    Reference Object                     Distance      Geod. Az  |
 DL1366|                                                           dddmmss.s |
 DL1366| CY5286 BISHOP RM 1                          20.366 METERS 03558     |
 DL1366| CY5287 BISHOP RM 2                          22.006 METERS 16521     |
 DL1366| CY5285 BISHOP AZ MK                                       1793918.5 |
 DL1366|---------------------------------------------------------------------|
 DL1366
 DL1366                          SUPERSEDED SURVEY CONTROL
 DL1366
 DL1366  NAD 83(1997)-  33 06 46.95175(N)    092 50 30.79843(W) AD(       ) 1
 DL1366  NAD 83(1986)-  33 06 46.95541(N)    092 50 30.79630(W) AD(       ) 1
 DL1366  NAD 27      -  33 06 46.46600(N)    092 50 30.21600(W) AD(       ) 1
 DL1366
 DL1366.Superseded values are not recommended for survey control.
 DL1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1366.See file dsdata.txt to determine how the superseded data were derived.
 DL1366
 DL1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1475163830(NAD 83)
 DL1366_MARKER: DS = TRIANGULATION STATION DISK
 DL1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1366
 DL1366  HISTORY     - Date     Condition        Report By
 DL1366  HISTORY     - 1941     MONUMENTED       CGS
 DL1366  HISTORY     - 1952     GOOD             CGS
 DL1366  HISTORY     - 1957     GOOD             CGS
 DL1366  HISTORY     - 1963     GOOD             CGS
 DL1366  HISTORY     - 1964     GOOD             CGS
 DL1366
 DL1366                          STATION DESCRIPTION
 DL1366
 DL1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1366'STATION IS LOCATED IN THE SE 1/4 OF THE SE 1/4 OF SEC. 34,
 DL1366'T 18 S, R 17 W, ON A WOODED KNOLL ON LAND OWNED BY MRS. JULIA
 DL1366'BISHOP.
 DL1366'
 DL1366'TO REACH THE STATION FROM THE FIRE DEPARTMENT BUILDING IN THE
 DL1366'TOWN OF HAYNESVILLE, GO NORTHEAST ON A GRAVEL ROAD FOR 6.75
 DL1366'MILES TO A FORK.  TAKE LEFT FORK AND FOLLOW MAIN ROAD 13.7 MILES
 DL1366'TO A DIRT ROAD LEFT, NEAR A WHITE HOUSE ON THE LEFT.  TURN
 DL1366'LEFT AND GO 0.55 MILE TO AN OLD HOUSE ON THE RIGHT AND THE
 DL1366'AZIMUTH MARK JUST 75 FEET NORTH OF HOUSE.  CONTINUE ON DIRT
 DL1366'ROAD 0.1 MILE TO A DIRT ROAD LEFT.  TURN LEFT AND FOLLOW MAIN
 DL1366'ROAD 0.4 MILE TO DIM TRACKS TURNING OFF ROAD TO THE RIGHT
 DL1366'ACROSS FIELD.  TURN RIGHT AND FOLLOW DIM TRACKS 0.2 MILE TO
 DL1366'HIGHEST PART OF KNOLL AND STATION NEAR FENCE.
 DL1366'
 DL1366'THE STATION MARK IS STAMPED BISHOP 1941 AND PROJECTS 10 INCHES.
 DL1366'IT IS 30 FEET SOUTH OF A 30-INCH OAK TREE, 60 FEET SOUTH OF
 DL1366'A FENCE, 4.5 FEET SOUTH OF A WHITE REFERENCE POST, 11 FEET
 DL1366'EAST OF A 10-INCH OAK TREE AND 36 FEET SOUTH OF A 24-INCH
 DL1366'OAK TREE.
 DL1366'
 DL1366'R.M. NO. 1 IS STAMPED BISHOP NO. 1 1941 AND PROJECTS 6 INCHES.
 DL1366'IT IS 2 FEET SOUTH OF A FENCE AND 6 FEET NORTH OF A LEANING
 DL1366'PINE TREE.
 DL1366'
 DL1366'R.M. NO. 2 IS STAMPED BISHOP NO. 2 1941 AND PROJECTS 10 INCHES.
 DL1366'IT IS 6 FEET EAST OF A 6-INCH OAK TREE AND 33 FEET SOUTH OF
 DL1366'A 10-INCH OAK TREE.
 DL1366'
 DL1366'THE AZIMUTH MARK IS STAMPED BISHOP 1941 AND PROJECTS 6 INCHES.
 DL1366'IT IS 18 FEET EAST OF THE CENTER OF THE DIRT ROAD, 1.5 FEET
 DL1366'WEST OF A BOARD FENCE, 16 FEET EAST OF A MAIL BOX, 75 FEET
 DL1366'NORTH OF THE HOUSE OF M.L. COTTRELL, AND 3 FEET NORTH OF A
 DL1366'WHITE REFERENCE POST.
 DL1366'
 DL1366'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL1366
 DL1366                          STATION RECOVERY (1952)
 DL1366
 DL1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1366'THE STATION WAS RECOVERED AND THE MARKS FOUND IN GOOD CONDITION.
 DL1366'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DL1366'
 DL1366'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1366
 DL1366                          STATION RECOVERY (1957)
 DL1366
 DL1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 DL1366'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE FOLLOWING
 DL1366'IS A DESCRIPTION OF HOW TO REACH FROM ELDORADO, ARK--GO SOUTH
 DL1366'ON STATE HIGHWAY 15 FROM THE INTERSECTION OF HIGHWAY 15 AND
 DL1366'U.S. HIGHWAY 82 IN ELDORADO FOR 12.9 MILES TO A DIRT T-ROAD,
 DL1366'WHICH INTERSECTS HIGHWAY 15 AT ABOUT A 45 DEGREE ANGLE, AND
 DL1366'A WHITE HOUSE WITH BOARD FENCE ON THE RIGHT.  TURN RIGHT ON
 DL1366'THIS ROAD AND CONTINUE FOR .5 MILE TO OLD, ABANDONED FARM
 DL1366'BUILDINGS ON RIGHT AND THE AZIMUTH MARK.  CONTINUE ON THIS
 DL1366'ROAD FOR .1 MILE TO A FORK WITH A TRACK ROAD, CONTINUE ON
 DL1366'MAIN TRAVELLED ROAD LEFT FOR .2 MILE TO A DIM TRACK ROAD
 DL1366'WHICH LEADS UP SLOPE TO THE RIGHT AND THE TOP OF THE
 DL1366'RIDGE.  CONTINUE ALONG TRACK ROAD FOR APPROXIMATELY .2 MILE TO
 DL1366'STATION.
 DL1366
 DL1366                          STATION RECOVERY (1963)
 DL1366
 DL1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 DL1366'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 DL1366'CONDITION AS DESCRIBED.  THE CONCRETE BASE FOR REFERENCE MARK
 DL1366'2 WAS FOUND IN PLACE BUT THE TOP HAD BEEN KNOCKED OFF AND THE
 DL1366'DISK REMOVED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 DL1366
 DL1366                          STATION RECOVERY (1964)
 DL1366
 DL1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1366'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK RECOVERED AND
 DL1366'FOUND IN GOOD CONDITION.  THE TOP HAD BEEN BROKEN OFF R.M.
 DL1366'NO. 2 AND THE DISK WAS GONE.
 DL1366'
 DL1366'THE AZIMUTH MARK RECOVERED ON THE EAST SIDE OF THE ROAD AND
 DL1366'IS ABOUT MIDWAY BETWEEN TWO WHITE HOUSES ON WEST SIDE OF ROAD.
 DL1366'TO REACH THE STATION FROM THE AZIMUTH MARK CONTINUE ON MAIN
 DL1366'ROAD FOR ABOUT 0.25 MILE TO A DIM TRACK ROAD ON RIGHT, TURN
 DL1366'RIGHT AND FOLLOW DIM ROAD FOR ABOUT 0.2 MILE TO TOP OF KNOLL
 DL1366'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1958 ***********************************************************************
 EJ1958  DESIGNATION -  BISMARCK
 EJ1958  PID         -  EJ1958
 EJ1958  STATE/COUNTY-  AR/HOT SPRING
 EJ1958  USGS QUAD   -  DE ROCHE (1966)
 EJ1958
 EJ1958                         *CURRENT SURVEY CONTROL
 EJ1958  ___________________________________________________________________
 EJ1958* NAD 83(1997)-  34 16 02.15649(N)    093 06 26.93325(W)     ADJUSTED  
 EJ1958* NAVD 88     -       142.1    (meters)     466.     (feet)  VERTCON   
 EJ1958  ___________________________________________________________________
 EJ1958  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 EJ1958  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EJ1958
 EJ1958  HORZ ORDER  -  THIRD
 EJ1958
 EJ1958.The horizontal coordinates were established by classical geodetic methods
 EJ1958.and adjusted by the National Geodetic Survey in September 1999..
 EJ1958
 EJ1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1958
 EJ1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1958
 EJ1958.The geoid height was determined by GEOID03.
 EJ1958
 EJ1958;                    North         East     Units Scale Factor Converg.
 EJ1958;SPC AR S     -   578,078.491   298,016.575   MT  0.99992670   -0 37 11.4
 EJ1958;SPC AR S     - 1,896,579.18    977,742.71   sFT  0.99992670   -0 37 11.4
 EJ1958;UTM  15      - 3,791,795.739   490,105.512   MT  0.99960121   -0 03 37.9
 EJ1958
 EJ1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1958!SPC AR S     -   0.99998193  x   0.99992670  =   0.99990863
 EJ1958!UTM  15      -   0.99998193  x   0.99960121  =   0.99958315
 EJ1958
 EJ1958|---------------------------------------------------------------------|
 EJ1958| PID    Reference Object                     Distance      Geod. Az  |
 EJ1958|                                                           dddmmss.s |
 EJ1958| CW9782 BISMARCK RM 1                        19.193 METERS 22756     |
 EJ1958| EJ1983 CHALYBEATE MTN FIRE LOT 3           APPROX.13.8 KM 2382944.0 |
 EJ1958| CW9781 BISMARCK AZ MK                                     2815855.5 |
 EJ1958| CW9783 BISMARCK RM 2                        21.619 METERS 33810     |
 EJ1958|---------------------------------------------------------------------|
 EJ1958
 EJ1958                          SUPERSEDED SURVEY CONTROL
 EJ1958
 EJ1958  NAD 83(1986)-  34 16 02.16661(N)    093 06 26.92506(W) AD(       ) 3
 EJ1958  NAD 27      -  34 16 01.83520(N)    093 06 26.28610(W) AD(       ) 3
 EJ1958  NGVD 29 (07/19/86)  142.1    (m)          466.     (f) VERT ANG       
 EJ1958
 EJ1958.Superseded values are not recommended for survey control.
 EJ1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1958.See file dsdata.txt to determine how the superseded data were derived.
 EJ1958
 EJ1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9010691796(NAD 83)
 EJ1958_MARKER: DS = TRIANGULATION STATION DISK
 EJ1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1958
 EJ1958  HISTORY     - Date     Condition        Report By
 EJ1958  HISTORY     - 1957     MONUMENTED       CGS
 EJ1958
 EJ1958                          STATION DESCRIPTION
 EJ1958
 EJ1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1958'THE STATION IS LOCATED 8 MILES NORTH OF ARKADELPHIA, 5 MILES
 EJ1958'SOUTHEAST OF BISMARCK, 114 FEET SOUTHEAST OF THE SOUTHEAST
 EJ1958'CORNER OF A FARMHOUSE, 31 FEET NORTH OF THE CENTER OF A
 EJ1958'GRAVELED ROAD AND 12 FEET WEST OF A POWER LINE POLE.  THE
 EJ1958'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 EJ1958'STAMPED BISMARCK 1957.
 EJ1958'
 EJ1958'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTER OF A
 EJ1958'GRAVELED ROAD AND 15 FEET WEST OF A FENCE.  THE MARK PROJECTS
 EJ1958'3 INCHES AND IS STAMPED BISMARCK NO 1 1957.
 EJ1958'
 EJ1958'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A POWER LINE POLE AND
 EJ1958'IS IN THE WEST EDGE OF A GARDEN.  THE MARK PROJECTS 2 INCHES
 EJ1958'AND IS STAMPED BISMARCK NO 2 1957.
 EJ1958'
 EJ1958'AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 EJ1958'11 FEET SOUTHEAST OF A MAILBOX AND 11 FEET NORTH OF A DRIVEWAY.
 EJ1958'THE MARK PROJECTS 2 INCHES AND IS STAMPED BISMARCK 1957.
 EJ1958'
 EJ1958'TO REACH THE STATION FROM THE POST OFFICE IN ARKADELPHIA, GO
 EJ1958'NORTHEAST ON U.S. HIGHWAY 67 FOR 5.0 MILES TO THE JUNCTION
 EJ1958'WITH ARKANSAS STATE ROUTE 7, KEEP LEFT ON ARKANSAS STATE
 EJ1958'ROUTE 7 FOR 2.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 EJ1958'NORTH ON GRAVELED ROAD 3.4 MILES TO A CROSSROAD, TURN LEFT
 EJ1958'AND GO WEST ON GRAVELED ROAD 2.2 MILES TO STATION ON RIGHT
 EJ1958'AS DESCRIBED.
 EJ1958'
 EJ1958'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 EJ1958'ROAD 0.35 MILE TO THE MARK ON LEFT AS DESCRIBED.
 EJ1958'
 EJ1958'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0151 ***********************************************************************
 EJ0151  DESIGNATION -  BIT
 EJ0151  PID         -  EJ0151
 EJ0151  STATE/COUNTY-  AR/PULASKI
 EJ0151  USGS QUAD   -  ALEXANDER (1986)
 EJ0151
 EJ0151                         *CURRENT SURVEY CONTROL
 EJ0151  ___________________________________________________________________
 EJ0151* NAD 83(1986)-  34 38 49.     (N)    092 24 16.     (W)     SCALED    
 EJ0151* NAVD 88     -        98.810  (meters)     324.18   (feet)  ADJUSTED  
 EJ0151  ___________________________________________________________________
 EJ0151  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ0151  DYNAMIC HT  -          98.718 (meters)     323.88  (feet)  COMP
 EJ0151  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 EJ0151
 EJ0151  VERT ORDER  -  FIRST     CLASS II
 EJ0151
 EJ0151.The horizontal coordinates were scaled from a topographic map and have
 EJ0151.an estimated accuracy of +/- 6 seconds.
 EJ0151
 EJ0151.The orthometric height was determined by differential leveling
 EJ0151.and adjusted by the National Geodetic Survey in June 1991..
 EJ0151
 EJ0151.The geoid height was determined by GEOID03.
 EJ0151
 EJ0151.The dynamic height is computed by dividing the NAVD 88
 EJ0151.geopotential number by the normal gravity value computed on the
 EJ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0151.degrees latitude (g = 980.6199 gals.).
 EJ0151
 EJ0151.The modeled gravity was interpolated from observed gravity values.
 EJ0151
 EJ0151;                    North         East    Units  Estimated Accuracy
 EJ0151;SPC AR S     -   619,720.      362,920.      MT  (+/- 180 meters Scaled)
 EJ0151
 EJ0151                          SUPERSEDED SURVEY CONTROL
 EJ0151
 EJ0151  NGVD 29 (??/??/92)   98.853  (m)          324.32   (f) ADJ UNCH    1 2
 EJ0151
 EJ0151.Superseded values are not recommended for survey control.
 EJ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0151.See file dsdata.txt to determine how the superseded data were derived.
 EJ0151
 EJ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU545340(NAD 83)
 EJ0151_MARKER: DB = BENCH MARK DISK
 EJ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0151_STAMPING: BIT 1934
 EJ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0151+STABILITY: SURFACE MOTION
 EJ0151
 EJ0151  HISTORY     - Date     Condition        Report By
 EJ0151  HISTORY     - 1934     MONUMENTED       CGS
 EJ0151  HISTORY     - 1935     GOOD             NGS
 EJ0151
 EJ0151                          STATION DESCRIPTION
 EJ0151
 EJ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0151'1.1 MI SW FROM MABELVALE.
 EJ0151'1.1 MILES SOUTHWEST OF, ALONG M.P. RY., FROM STATION SIGN.  ABOUT 480
 EJ0151'FEET SOUTHWEST OF M.P. 356.  46.5 FEET SOUTHEAST OF CENTERLINE OF
 EJ0151'SOUTHEAST TRACK OF MISSOURI PACIFIC R.R.  40 FEET NORTHEAST OF DIRT
 EJ0151'WAGON ROAD CROSSING.  12.5 FEET NORTHWEST OF R/W FENCE.  8 FEET ABOVE
 EJ0151'LEVEL OF RAILROAD TRACK.  TABLET SET IN PRECAST CONCRETE POST SET ON
 EJ0151'OUTSIDE OF RAILROAD CURVE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2006 ***********************************************************************
 EJ2006  DESIGNATION -  BLACK
 EJ2006  PID         -  EJ2006
 EJ2006  STATE/COUNTY-  AR/MONTGOMERY
 EJ2006  USGS QUAD   -  NORMAN (1979)
 EJ2006
 EJ2006                         *CURRENT SURVEY CONTROL
 EJ2006  ___________________________________________________________________
 EJ2006* NAD 83(1997)-  34 27 24.62957(N)    093 43 21.46303(W)     ADJUSTED  
 EJ2006* NAVD 88     -       237.0    (meters)     778.     (feet)  VERTCON   
 EJ2006  ___________________________________________________________________
 EJ2006  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 EJ2006  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EJ2006
 EJ2006  HORZ ORDER  -  THIRD
 EJ2006
 EJ2006.The horizontal coordinates were established by classical geodetic methods
 EJ2006.and adjusted by the National Geodetic Survey in September 1999..
 EJ2006
 EJ2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2006
 EJ2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2006
 EJ2006.The geoid height was determined by GEOID03.
 EJ2006
 EJ2006;                    North         East     Units Scale Factor Converg.
 EJ2006;SPC AR S     -   599,886.607   241,728.420   MT  0.99994557   -0 57 50.9
 EJ2006;SPC AR S     - 1,968,127.98    793,070.66   sFT  0.99994557   -0 57 50.9
 EJ2006;UTM  15      - 3,813,048.376   433,625.540   MT  0.99965430   -0 24 31.9
 EJ2006
 EJ2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2006!SPC AR S     -   0.99996724  x   0.99994557  =   0.99991281
 EJ2006!UTM  15      -   0.99996724  x   0.99965430  =   0.99962155
 EJ2006
 EJ2006:                Primary Azimuth Mark                     Grid Az
 EJ2006:SPC AR S     -  BLACK AZ MK                              043 14 27.6
 EJ2006:UTM  15      -  BLACK AZ MK                              042 41 08.6
 EJ2006
 EJ2006|---------------------------------------------------------------------|
 EJ2006| PID    Reference Object                     Distance      Geod. Az  |
 EJ2006|                                                           dddmmss.s |
 EJ2006| CX5029 BLACK AZ MK                                        0421636.7 |
 EJ2006| CX5030 BLACK RM 1                           24.040 METERS 08729     |
 EJ2006| CX5031 BLACK RM 2                           22.398 METERS 15939     |
 EJ2006|---------------------------------------------------------------------|
 EJ2006
 EJ2006                          SUPERSEDED SURVEY CONTROL
 EJ2006
 EJ2006  NAD 83(1997)-  34 27 24.63700(N)    093 43 21.45822(W) AD(       ) 3
 EJ2006  NAD 83(1986)-  34 27 24.63826(N)    093 43 21.45531(W) AD(       ) 3
 EJ2006  NAD 27      -  34 27 24.27980(N)    093 43 20.76910(W) AD(       ) 3
 EJ2006  NGVD 29 (07/19/86)  237.0    (m)          778.     (f) VERT ANG       
 EJ2006
 EJ2006.Superseded values are not recommended for survey control.
 EJ2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2006.See file dsdata.txt to determine how the superseded data were derived.
 EJ2006
 EJ2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3362613048(NAD 83)
 EJ2006_MARKER: DS = TRIANGULATION STATION DISK
 EJ2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ2006
 EJ2006  HISTORY     - Date     Condition        Report By
 EJ2006  HISTORY     - 1956     MONUMENTED       CGS
 EJ2006  HISTORY     - 1961     GOOD             CGS
 EJ2006
 EJ2006                          STATION DESCRIPTION
 EJ2006
 EJ2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2006'THE STATION IS LOCATED APPROXIMATELY 12 MILES SOUTH-SOUTHEAST
 EJ2006'OF ODEN, APPROXIMATELY 9 MILES SOUTHWEST OF MT. IDA, APPROXIMATELY
 EJ2006'2.5 MILES WEST OF NORMAN, AND ON THE SOUTH RIGHT-OF-WAY
 EJ2006'OF STATE HIGHWAY 8.
 EJ2006'
 EJ2006'THE STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 EJ2006'27 AND 8 IN NORMAN BY DRIVING SOUTH AND WEST ON STATE HIGHWAY
 EJ2006'8 FOR 1.85 MILES TO A T-ROAD RIGHT.  CONTINUE SOUTH AND
 EJ2006'WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, NORTHWEST,
 EJ2006'SIDE OF ROAD.  CONTINUE SOUTHWESTERLY FOR 0.3 MILE TO THE
 EJ2006'STATION ON THE LEFT IN A TRIANGLE OF GROUND FORMED BY THE
 EJ2006'HIGHWAY AND DRIVEWAYS.
 EJ2006'
 EJ2006'THE STATION MARK IS A STANDARD DISK STAMPED BLACK 1956.
 EJ2006'IT IS SET IN THE TOP OF CONCRETE CYLINDER THAT IS FLUSH
 EJ2006'WITH THE GROUND.  THE MARK IS 150 FEET EAST OF A SHARP CURVE
 EJ2006'IN HIGHWAY AND THE WEST DRIVEWAY TO HOUSE, 66 FEET EAST
 EJ2006'OF A LARGE OAK TREE, 8 FEET EAST-SOUTHEAST OF A 2X3-INCH
 EJ2006'WITNESS POST, AND 39.7 FEET SOUTHEAST OF AND APPROXIMATELY
 EJ2006'3 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY.
 EJ2006'
 EJ2006'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK NO 1 1956,
 EJ2006'IS SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 6
 EJ2006'INCHES ABOVE THE GROUND.  THE MARK IS 21 FEET EAST OF THE
 EJ2006'CENTER OF DRIVEWAY, 12 FEET SOUTH OF FENCE CORNER, AND 1
 EJ2006'FOOT WEST OF A FENCE LINE.  THE MARK IS ABOUT THE SAME ELEVATION
 EJ2006'AS THE STATION.
 EJ2006'
 EJ2006'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK NO 2 1956,
 EJ2006'IS SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 6
 EJ2006'INCHES ABOVE THE GROUND.  IT IS 26 FEET NORTH OF A FENCE
 EJ2006'LINE, 21 FEET SOUTHEAST OF THE CENTER OF DRIVEWAY, 3 FEET
 EJ2006'NORTHEAST OF A 12-INCH PINE TREE, AND APPROXIMATELY 2 FEET
 EJ2006'LOWER THAN THE STATION.
 EJ2006'
 EJ2006'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1956, IS
 EJ2006'SET IN THE TOP OF A CONCRETE CYLINDER THAT IS FLUSH WITH
 EJ2006'THE GROUND SURFACE.  THE MARK IS 60 FEET WEST OF THE CENTER
 EJ2006'OF THE DRIVEWAY TO THE RESIDENCE OF M.R. BUTLER, 27 FEET
 EJ2006'NORTH-NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 8, AND
 EJ2006'3 FEET SOUTHWEST OF A POWER POLE.
 EJ2006
 EJ2006                          STATION RECOVERY (1961)
 EJ2006
 EJ2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2006'THIS STATION RECOVERED AS DESCRIBED FROM OLD STATE HIGHWAY
 EJ2006'8 BUT THE HIGHWAY HAS BEEN CHANGED SLIGHTLY IN THE AREA
 EJ2006'AND THE STATION IS APPROXIMATELY 200 FEET SOUTH OF THE CENTERLINE
 EJ2006'OF THE PRESENT HIGHWAY.  THE DESCRIPTION TO REACH THE STATION
 EJ2006'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0852 ***********************************************************************
 GE0852  DESIGNATION -  BLACK
 GE0852  PID         -  GE0852
 GE0852  STATE/COUNTY-  AR/LAWRENCE
 GE0852  USGS QUAD   -  BLACK ROCK (1974)
 GE0852
 GE0852                         *CURRENT SURVEY CONTROL
 GE0852  ___________________________________________________________________
 GE0852* NAD 83(1997)-  36 07 04.96851(N)    091 06 58.22624(W)     ADJUSTED  
 GE0852* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 GE0852  ___________________________________________________________________
 GE0852  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 GE0852  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GE0852
 GE0852  HORZ ORDER  -  FIRST
 GE0852
 GE0852.The horizontal coordinates were established by classical geodetic methods
 GE0852.and adjusted by the National Geodetic Survey in September 1999..
 GE0852
 GE0852.The orthometric height was scaled from a topographic map.
 GE0852
 GE0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0852
 GE0852.The geoid height was determined by GEOID03.
 GE0852
 GE0852;                    North         East     Units Scale Factor Converg.
 GE0852;SPC AR N     -   198,360.789   479,567.363   MT  0.99997924   +0 30 51.5
 GE0852;SPC AR N     -   650,788.69  1,573,380.59   sFT  0.99997924   +0 30 51.5
 GE0852;UTM  15      - 3,998,684.939   669,540.770   MT  0.99995418   +1 06 38.5
 GE0852
 GE0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0852!SPC AR N     -   0.99999044  x   0.99997924  =   0.99996968
 GE0852!UTM  15      -   0.99999044  x   0.99995418  =   0.99994462
 GE0852
 GE0852|---------------------------------------------------------------------|
 GE0852| PID    Reference Object                     Distance      Geod. Az  |
 GE0852|                                                           dddmmss.s |
 GE0852| CI1164 BLACK RM 1                           23.411 METERS 02534     |
 GE0852| CI1163 BLACK AZ MK                                        1080156.2 |
 GE0852| CI1166 BLACK RM 3                           12.089 METERS 10952     |
 GE0852| GE1043 HOXIE MUNICIPAL TANK                APPROX.14.5 KM 1214703.4 |
 GE0852| GE0854 LAURATOWN                           APPROX.11.2 KM 1651511.0 |
 GE0852| GE0851 POWHATAN LAWRENCE CO CTHSE          APPROX. 4.0 KM 1832123.0 |
 GE0852| GE0855 POWHATAN TEX ILL NATL GAS RAD       APPROX. 3.5 KM 2023445.6 |
 GE0852| CI1165 BLACK RM 2                           22.922 METERS 27025     |
 GE0852| GE0858 IMBODEN LOOKOUT TOWER 14 3          APPROX. 9.5 KM 3040654.5 |
 GE0852|---------------------------------------------------------------------|
 GE0852
 GE0852                          SUPERSEDED SURVEY CONTROL
 GE0852
 GE0852  NAD 83(1986)-  36 07 04.97920(N)    091 06 58.22551(W) AD(       ) 1
 GE0852  NAD 27      -  36 07 04.72580(N)    091 06 57.77660(W) AD(       ) 1
 GE0852
 GE0852.Superseded values are not recommended for survey control.
 GE0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0852.See file dsdata.txt to determine how the superseded data were derived.
 GE0852
 GE0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6954198685(NAD 83)
 GE0852_MARKER: DS = TRIANGULATION STATION DISK
 GE0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0852
 GE0852  HISTORY     - Date     Condition        Report By
 GE0852  HISTORY     - 1953     MONUMENTED       CGS
 GE0852  HISTORY     - 1955     GOOD             CGS
 GE0852  HISTORY     - 1965     GOOD             CGS
 GE0852  HISTORY     - 1967     GOOD             CGS
 GE0852
 GE0852                          STATION DESCRIPTION
 GE0852
 GE0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0852'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF BLACK ROCK
 GE0852'AND 0.1 MILE SOUTH OF A GRAVELED ROAD ON THE HIGHEST POINT OF
 GE0852'A WOODED RIDGE ON LAND OWNED BY MR. CHESTER SMITH.  IT IS
 GE0852'27.0 FEET SOUTHWEST OF A TRIANGULAR BLAZED HICKORY TREE, 21.0
 GE0852'FEET SOUTHEAST OF A TRIANGULAR BLAZED HICKORY TREE, 20.0
 GE0852'FEET NORTH OF A TRIANGULAR BLAZED OAK TREE AND 3.0 FEET
 GE0852'NORTHWEST OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS
 GE0852'STAMPED BLACK 1953.
 GE0852'
 GE0852'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHEAST SLOPE OF
 GE0852'THE RIDGE ABOUT 5 FEET BELOW THE ELEVATION OF THE STATION AND
 GE0852'4.5 FEET SOUTH OF A TRIANGULAR BLAZED OAK TREE.  IT PROJECTS
 GE0852'3 INCHES AND IS STAMPED BLACK NO 1 1953.
 GE0852'
 GE0852'REFERENCE MARK NO. 2 IS LOCATED ON THE WEST SLOPE OF THE
 GE0852'RIDGE ABOUT 2.5 FEET BELOW THE ELEVATION OF THE STATION AND
 GE0852'2.5 FEET EAST OF A TRIANGULAR BLAZED OAK TREE.  IT PROJECTS
 GE0852'3 INCHES AND IS STAMPED BLACK NO 2 1953.
 GE0852'
 GE0852'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GE0852'NO. 2 IS 128.3 FEET.
 GE0852'
 GE0852'THE AZIMUTH MARK IS 20.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 GE0852'ROAD, 1.0 FOOT NORTH OF A WOVEN WIRE FENCE AND 1.0 FOOT
 GE0852'WEST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED
 GE0852'BLACK 1953.
 GE0852'
 GE0852'TO REACH THE STATION FROM THE POST OFFICE IN BLACK ROCK, GO
 GE0852'NORTH FOR 1 BLOCK TO A CROSS-STREET, HERE TURN LEFT AND GO
 GE0852'WEST ON A SURFACED STREET FOR 0.7 MILE TO A T-ROAD RIGHT,
 GE0852'TURN RIGHT AND GO NORTH, NORTHWESTERLY AND WEST FOR 0.65 MILE
 GE0852'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON
 GE0852'MAIN ROAD FOR 0.5 MILE TO A FARM HOUSE ON THE RIGHT AND A
 GE0852'WIRE GATE ON THE LEFT.  PASS THROUGH THIS WIRE GATE AND GO
 GE0852'SOUTHEASTERLY THROUGH THE WOODS FOR ABOUT 0.1 MILE TO THE
 GE0852'TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
 GE0852'
 GE0852'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0852
 GE0852                          STATION RECOVERY (1955)
 GE0852
 GE0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFR)
 GE0852'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 GE0852'AND FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION WAS
 GE0852'FOUND TO BE CORRECT AND ADEQUATE.  HOWEVER, A TOWER CAN NOT BE
 GE0852'ERECTED OVER THE MARK BECAUSE OF EXCAVATIONS FOR GRAVEL.
 GE0852'THE STATION WAS OCCUPIED ECCENTRICALLY.
 GE0852
 GE0852                          STATION RECOVERY (1965)
 GE0852
 GE0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 GE0852'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 GE0852'CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE FOR THE STATION.
 GE0852'THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY TIMBER.
 GE0852'REFERENCE MARK NO. 2 WAS REPORTED TO HAVE BEEN IN THE WAY
 GE0852'OF CONSTRUCTION BY THE STATE HIGHWAY DEPARTMENT.  REFERENCE
 GE0852'MARK NO. 2 IS IN A GRAVEL PIT WHICH THEY HAD INTENTIONS OF
 GE0852'ACTIVATING BUT WHEN THE AUTHORITIES WERE CONTACTED THEY HAD
 GE0852'CHANGED THEIR MINDS, LEAVING THE MARK IN NO DANGER OF BEING
 GE0852'DESTROYED.
 GE0852
 GE0852                          STATION RECOVERY (1967)
 GE0852
 GE0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 GE0852'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 GE0852'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS REMOVED
 GE0852'BY THE ARKANSAS STATE HIGHWAY DEPARTMENT BECAUSE OF EXAVATION
 GE0852'FOR GRAVEL.  REFERENCE MARK 3 WAS ESTABLISHED.  THE AZIMUTH
 GE0852'MARK IS OBSTRUCTED FROM THE STATION BY TIMBER.  FOLLOWING
 GE0852'IS A NEW AND COMPLETE DESCRIPTION.
 GE0852'
 GE0852'STATION IS LOCATED ON THE HIGHEST POINT OF A WOODED RIDGE OWNED
 GE0852'BY MR. CHESTER SMITH, ABOUT 1-1/2 MILES NORTHWEST OF BLACK
 GE0852'ROCK AND NEAR THE EAST EDGE OF THE GRAVEL PIT.
 GE0852'
 GE0852'TO REACH FROM THE POST OFFICE IN BLACK ROCK, GO NORTH ON STATE
 GE0852'HIGHWAY 117 FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO
 GE0852'WEST ON STATE HIGHWAY 117 FOR 0.7 MILE TO A SIDE ROAD RIGHT.
 GE0852'TURN RIGHT AND GO NORTH AND WEST ON A PAVED AND GRAVELED
 GE0852'ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GE0852'AHEAD ON GRAVELED ROAD FOR 0.5 MILE TO A HOUSE ON THE RIGHT
 GE0852'AND A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE
 GE0852'AND GO SOUTH FOR 0.1 MILE TO A GRAVEL PIT AND THE STATION ON
 GE0852'THE HIGHEST POINT JUST EAST OF THE PIT.
 GE0852'
 GE0852'STATION MARK IS A STANDARD DISK, STAMPED BLACK 1953, SET IN
 GE0852'THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GE0852'IT IS ON THE HIGHEST POINT OF THE HILL AND 3 FEET NORTHWEST
 GE0852'OF A 4 X 4 INCH WITNESS POST.
 GE0852'
 GE0852'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK NO 1 1953,
 GE0852'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING
 GE0852'2 INCHES.  IT IS ON THE NORTHEAST SLOPE OF THE HILL AND ABOUT
 GE0852'4 FEET LOWER THAN THE STATION.
 GE0852'
 GE0852'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BLACK NO 3 1953, SET
 GE0852'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING
 GE0852'4 INCHES.  IT IS ON THE EAST SLOPE OF THE HILL AND ABOUT 3
 GE0852'FEET LOWER THAN THE STATION.
 GE0852'
 GE0852'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACK 1953, SET
 GE0852'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 4
 GE0852'INCHES.  IT IS APPROXIMATELY 1/2 MILE EAST OF THE STATION,
 GE0852'22 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT
 GE0852'NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST AND
 GE0852'1 FOOT WEST OF A 4 X 4 INCH WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1937 ***********************************************************************
 FF1937  DESIGNATION -  BLACKCAT
 FF1937  PID         -  FF1937
 FF1937  STATE/COUNTY-  AR/MISSISSIPPI
 FF1937  USGS QUAD   -  PECAN POINT (1970)
 FF1937
 FF1937                         *CURRENT SURVEY CONTROL
 FF1937  ___________________________________________________________________
 FF1937* NAD 83(1997)-  35 28 46.02115(N)    090 06 28.78717(W)     ADJUSTED  
 FF1937* NAVD 88     -        77.0    (meters)     253.     (feet)  VERTCON   
 FF1937  ___________________________________________________________________
 FF1937  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 FF1937  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF1937
 FF1937  HORZ ORDER  -  FIRST
 FF1937
 FF1937.The horizontal coordinates were established by classical geodetic methods
 FF1937.and adjusted by the National Geodetic Survey in September 1999..
 FF1937
 FF1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1937
 FF1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1937
 FF1937.The geoid height was determined by GEOID03.
 FF1937
 FF1937;                    North         East     Units Scale Factor Converg.
 FF1937;SPC AR N     -   128,801.227   571,682.761   MT  0.99993760   +1 06 03.4
 FF1937;SPC AR N     -   422,575.36  1,875,595.86   sFT  0.99993760   +1 06 03.4
 FF1937;SPC TN       -   134,983.928   227,310.681   MT  0.99996744   -2 24 17.9
 FF1937;SPC TN       -   442,859.77    745,768.46   sFT  0.99996744   -2 24 17.9
 FF1937;UTM  15      - 3,930,059.799   762,388.202   MT  1.00044852   +1 40 46.2
 FF1937
 FF1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1937!SPC AR N     -   0.99999224  x   0.99993760  =   0.99992984
 FF1937!SPC TN       -   0.99999224  x   0.99996744  =   0.99995968
 FF1937!UTM  15      -   0.99999224  x   1.00044852  =   1.00044076
 FF1937
 FF1937|---------------------------------------------------------------------|
 FF1937| PID    Reference Object                     Distance      Geod. Az  |
 FF1937|                                                           dddmmss.s |
 FF1937| CI3024 BLACKCAT RM 1                        26.758 METERS 03546     |
 FF1937| FF1939 BLACKCAT AZ MK                      APPROX. 0.8 KM 0835808.1 |
 FF1937| CI3025 BLACKCAT RM 2                        25.950 METERS 18405     |
 FF1937| FF1100 L 216                               176.700 METERS 19005     |
 FF1937| FF1938 L 216 TPT                           160.413 METERS 19005     |
 FF1937|---------------------------------------------------------------------|
 FF1937
 FF1937                          SUPERSEDED SURVEY CONTROL
 FF1937
 FF1937  NAD 83(1997)-  35 28 46.02145(N)    090 06 28.78698(W) AD(       ) 1
 FF1937  NAD 83(1986)-  35 28 46.03216(N)    090 06 28.78653(W) AD(       ) 1
 FF1937  NAD 27      -  35 28 45.73433(N)    090 06 28.45766(W) AD(       ) 1
 FF1937  NGVD 29 (07/19/86)   77.0    (m)          253.     (f) VERT ANG       
 FF1937
 FF1937.Superseded values are not recommended for survey control.
 FF1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1937.See file dsdata.txt to determine how the superseded data were derived.
 FF1937
 FF1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6238830060(NAD 83)
 FF1937_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1937_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1937+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 FF1937
 FF1937  HISTORY     - Date     Condition        Report By
 FF1937  HISTORY     - 1979     MONUMENTED       NGS
 FF1937  HISTORY     - 20040623 GOOD             USACE
 FF1937
 FF1937                          STATION DESCRIPTION
 FF1937
 FF1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1937'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 FF1937'SOUTHEAST OF JOINER,
 FF1937'6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF BASSETT,
 FF1937'8.8 KM (5.5 MI) EAST OF
 FF1937'INTERSTATE HIGHWAY 55 AND ON THE MAIN LEVEE ON WEST SIDE OF
 FF1937'MISSISSIPPI RIVER.
 FF1937'
 FF1937'TO REACH THE STATION FROM THE POST OFFICE IN JOINER, GO SOUTH
 FF1937'ON U.S. HIGHWAY 61 FOR 0.08 KM (0.05 MI) TO A
 FF1937'SIDE ROAD LEFT.  TURN
 FF1937'LEFT, CROSSING RAILROAD TRACK AND GO EAST
 FF1937'FOR 0.2 KM (0.1 MI) TO
 FF1937'WHERE STATE HIGHWAY 118 TURNS NORTH.  TURN RIGHT AND GO SOUTH
 FF1937'ON A PAVED ROAD FOR 1.4 KM (0.9 MI) TO A SIDE
 FF1937'ROAD LEFT.  TURN LEFT AND
 FF1937'FOLLOW PAVED ROAD EAST FOR 2.8 KM (1.75 MI) TO A
 FF1937'GRAVELED CROSSROAD.
 FF1937'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR
 FF1937'2.2 KM (1.35 MI) TO TOP
 FF1937'OF LEVEE AND A LOCKED GATE ON THE LEFT.  PASS THRU GATE
 FF1937'AND GO NORTHEAST ALONG TOP OF LEVEE FOR
 FF1937'0.2 KM (0.1 MI) TO THE STATION
 FF1937'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE
 FF1937'NORTHEAST AND NORTH FOR 0.8 KM (0.5 MI) TO THE
 FF1937'MARK ON THE RIGHT.
 FF1937'PERMISSION FOR THE STATION WAS GRANTED BY CHIEF ENGINEER
 FF1937'BURRELL B. FAIR OF THE ST. FRANCIS LEVEE DISTRICT.  P.O. BOX
 FF1937'308, WEST MEMPHIS, ARKANSAS, PHONE 501/735-1062.
 FF1937'
 FF1937'THE STATION IS A STANDARD NGS DISK
 FF1937'STAMPED---BLACKCAT 1979---,
 FF1937'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1937'FLUSH WITH GROUND.  IT IS LOCATED
 FF1937'5.0 METERS WEST FROM THE CENTER OF LEVEE ROAD AND
 FF1937'1.94 METERS NORTH FROM A METAL WITNESS POST.
 FF1937'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF1937'STAMPED---BLACKCAT 1979---, IMBEDDED IN AN IRREGULAR
 FF1937'MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FF1937'
 FF1937'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FF1937'STAMPED---BLACKCAT NO 1 1979---,
 FF1937'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1937'FLUSH WITH GROUND.  IT IS LOCATED
 FF1937'8.6 METERS SOUTHEAST FROM A SIDE ROAD TO LEVEE,
 FF1937'6.0 METERS SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND
 FF1937'0.53 METER WEST FROM THE CENTER OF LEVEE ROAD.
 FF1937'MARK IS ABOVE STATION 1 METER.
 FF1937'
 FF1937'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FF1937'STAMPED---BLACKCAT NO 2 1979---,
 FF1937'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1937'FLUSH WITH GROUND.  IT IS LOCATED
 FF1937'3.1 METERS NORTHEAST FROM CENTER OF LEVEE ROAD AND
 FF1937'0.46 METER NORTH-NORTHWEST FROM A METAL WITNESS POST.
 FF1937'MARK IS LEVEL WITH STATION.
 FF1937'
 FF1937'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FF1937'STAMPED---BLACKCAT 1979---,
 FF1937'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1937'FLUSH WITH GROUND.  IT IS LOCATED
 FF1937'3.5 METERS EAST FROM CENTER OF LEVEE ROAD AND
 FF1937'1.3 METERS SOUTH FROM A METAL WITNESS POST.
 FF1937'
 FF1937'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 31.2 METERS.
 FF1937
 FF1937                          STATION RECOVERY (2004)
 FF1937
 FF1937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 FF1937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1939 ***********************************************************************
 FF1939  DESIGNATION -  BLACKCAT AZ MK
 FF1939  PID         -  FF1939
 FF1939  STATE/COUNTY-  AR/MISSISSIPPI
 FF1939  USGS QUAD   -  PECAN POINT (1970)
 FF1939
 FF1939                         *CURRENT SURVEY CONTROL
 FF1939  ___________________________________________________________________
 FF1939* NAD 83(1997)-  35 28 48.78475(N)    090 05 56.79452(W)     ADJUSTED  
 FF1939* NAVD 88     -        76.9    (meters)     252.     (feet)  VERTCON   
 FF1939  ___________________________________________________________________
 FF1939  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 FF1939  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1939
 FF1939  HORZ ORDER  -  SECOND
 FF1939
 FF1939.The horizontal coordinates were established by classical geodetic methods
 FF1939.and adjusted by the National Geodetic Survey in September 1999..
 FF1939
 FF1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1939
 FF1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1939
 FF1939.The geoid height was determined by GEOID03.
 FF1939
 FF1939;                    North         East     Units Scale Factor Converg.
 FF1939;SPC AR N     -   128,901.909   572,487.421   MT  0.99993757   +1 06 22.1
 FF1939;SPC AR N     -   422,905.68  1,878,235.81   sFT  0.99993757   +1 06 22.1
 FF1939;SPC TN       -   135,035.218   228,120.015   MT  0.99996736   -2 23 59.2
 FF1939;SPC TN       -   443,028.04    748,423.75   sFT  0.99996736   -2 23 59.2
 FF1939;UTM  15      - 3,930,168.658   763,192.216   MT  1.00045372   +1 41 04.9
 FF1939
 FF1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1939!SPC AR N     -   0.99999225  x   0.99993757  =   0.99992982
 FF1939!SPC TN       -   0.99999225  x   0.99996736  =   0.99995961
 FF1939!UTM  15      -   0.99999225  x   1.00045372  =   1.00044597
 FF1939
 FF1939                          SUPERSEDED SURVEY CONTROL
 FF1939
 FF1939  NAD 83(1997)-  35 28 48.78505(N)    090 05 56.79433(W) AD(       ) 2
 FF1939  NAD 83(1986)-  35 28 48.79575(N)    090 05 56.79388(W) AD(       ) 2
 FF1939  NAD 27      -  35 28 48.49812(N)    090 05 56.46596(W) AD(       ) 2
 FF1939  NGVD 29 (07/19/86)   76.9    (m)          252.     (f) VERT ANG       
 FF1939
 FF1939.Superseded values are not recommended for survey control.
 FF1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1939.See file dsdata.txt to determine how the superseded data were derived.
 FF1939
 FF1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6319230169(NAD 83)
 FF1939_MARKER: DZ = AZIMUTH MARK DISK
 FF1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1939+STABILITY: SURFACE MOTION
 FF1939
 FF1939  HISTORY     - Date     Condition        Report By
 FF1939  HISTORY     - 1979     MONUMENTED       NGS
 FF1939  HISTORY     - 20050428 POOR             USACE
 FF1939
 FF1939                          STATION DESCRIPTION
 FF1939
 FF1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1939'THE STATION IS LOCATED ABOUT 4 KILOMETERS (2-1/5 MI.) SOUTHEAST
 FF1939'OF JOINER, 6.44 KILOMETERS (4 MI.) SOUTH-SOUTHEAST OF BASSETT,
 FF1939'8.85 KILOMETERS (5-1/2 MI.) EAST OF INTERSTATE HIGHWAY 55 AND
 FF1939'ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS
 FF1939'OBTAINED FROM CHIEF ENGINEER, MR. BURREL B. FAIR, ST. FRANCIS
 FF1939'LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS. ARKANSAS. 72301.
 FF1939'TELEPHONE 501-735-1062.
 FF1939'
 FF1939'TO REACH THE STATION FROM THE POST OFFICE IN JOINER, GO SOUTH ON
 FF1939'HIGHWAY 61 FOR 0.5 MILE (0.80 KM.) TO A SIDE ROAD LEFT.  TURN
 FF1939'LEFT, CROSSING RAILROAD TRACKS AND GO EAST FOR 0.1 MILE (0.16 KM.)
 FF1939'TO WHERE STATE HIGHWAY 118 TURNS NORTH.  TURN RIGHT AND GO SOUTH
 FF1939'ON A PAVED ROAD FOR 0.9 MILE (1.45 KM.) TO A SIDE ROAD LEFT.
 FF1939'TURN LEFT AND GO EAST FOR 1.75 MILE (2.82 KM.) TO A GRAVEL
 FF1939'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.35 MILES (2.17 KM.) TO
 FF1939'THE TOP OF A LEVEE AND A GATE ON THE LEFT.  TURN LEFT, PASS
 FF1939'THROUGH THE GATE AND GO NORTHEAST ATOP THE LEVEE FOR 0.1 MILE
 FF1939'(0.16 KM.) TO THE STATION ON THE LEFT.
 FF1939'
 FF1939'THE STATION IS A STANDARD NGS AZIMUTH DISK
 FF1939'STAMPED---BLACKCAT 1979---,
 FF1939'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1939'FLUSH WITH GROUND.  IT IS LOCATED
 FF1939'3.5 METERS EAST FROM THE CENTER OF A GATE AND
 FF1939'1.3 METERS NORTH FROM A METAL WITNESS POST.
 FF1939'
 FF1939'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET.
 FF1939'
 FF1939'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FF1939
 FF1939                          STATION RECOVERY (2005)
 FF1939
 FF1939'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1939'CONCRETE AND STEM INTACT. DISK FOUND LYING NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0637 ***********************************************************************
 FF0637  DESIGNATION -  BLACKFISH AZ MK
 FF0637  PID         -  FF0637
 FF0637  STATE/COUNTY-  AR/ST FRANCIS
 FF0637  USGS QUAD   -  ROUND POND (1992)
 FF0637
 FF0637                         *CURRENT SURVEY CONTROL
 FF0637  ___________________________________________________________________
 FF0637* NAD 83(1986)-  35 03 52.     (N)    090 36 32.     (W)     SCALED    
 FF0637* NAVD 88     -        61.898  (meters)     203.08   (feet)  ADJUSTED  
 FF0637  ___________________________________________________________________
 FF0637  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0637  DYNAMIC HT  -          61.842 (meters)     202.89  (feet)  COMP
 FF0637  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 FF0637
 FF0637  VERT ORDER  -  FIRST     CLASS II
 FF0637
 FF0637.The horizontal coordinates were scaled from a topographic map and have
 FF0637.an estimated accuracy of +/- 6 seconds.
 FF0637
 FF0637.The orthometric height was determined by differential leveling
 FF0637.and adjusted by the National Geodetic Survey in June 1991..
 FF0637
 FF0637.The geoid height was determined by GEOID03.
 FF0637
 FF0637.The dynamic height is computed by dividing the NAVD 88
 FF0637.geopotential number by the normal gravity value computed on the
 FF0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0637.degrees latitude (g = 980.6199 gals.).
 FF0637
 FF0637.The modeled gravity was interpolated from observed gravity values.
 FF0637
 FF0637;                    North         East    Units  Estimated Accuracy
 FF0637;SPC AR N     -    82,010.      526,890.      MT  (+/- 180 meters Scaled)
 FF0637
 FF0637                          SUPERSEDED SURVEY CONTROL
 FF0637
 FF0637  NGVD 29 (??/??/??)   61.880  (m)          203.02   (f) ADJUSTED    1 2
 FF0637
 FF0637.Superseded values are not recommended for survey control.
 FF0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0637.See file dsdata.txt to determine how the superseded data were derived.
 FF0637
 FF0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU180828(NAD 83)
 FF0637_MARKER: DZ = AZIMUTH MARK DISK
 FF0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0637_STAMPING: BLACKFISH 1916 1920 1954
 FF0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0637+STABILITY: SURFACE MOTION
 FF0637
 FF0637  HISTORY     - Date     Condition        Report By
 FF0637  HISTORY     - 1954     MONUMENTED       CGS
 FF0637  HISTORY     - 1956     GOOD             CGS
 FF0637  HISTORY     - 20030515 MARK NOT FOUND   USACE
 FF0637
 FF0637                          STATION DESCRIPTION
 FF0637
 FF0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0637'0.7 MI NE FROM ROUND POND.
 FF0637'ABOUT 0.7 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0637'PACIFIC RAILROAD FROM THE OVERPASS OF RAILROAD OVER A GRAVEL
 FF0637'ROAD AT ROUND POND, ABOUT 0.35 MILE SOUTHWEST OF MILE POLE 33,
 FF0637'128 YARDS SOUTHWEST OF SOUTHWEST END OF TRESTLE NO. 33.3, 26 FEET
 FF0637'NORTHWEST OF NORTHWEST RAIL AND ON THE OUTSIDE OF A SLIGHT CURVE
 FF0637'IN TRACK, 43 FEET SOUTHEAST OF CENTER LINE OF A GRAVEL ROAD
 FF0637'PARALLEL TO TRACK, 21 FEET SOUTHEAST OF TELEPHONE POLE NO. 1499
 FF0637'WITH A GUY WIRE AND A GUY POLE ACROSS ROAD, 102 FEET EAST-NORTHEAST
 FF0637'OF TELEPHONE POLE NO. 1500, 2 1/2 FEET NORTHEAST OF A WHITE
 FF0637'WOODEN WITNESS POST, ABOUT 9 FEET BELOW LEVEL OF TRACK, ABOUT
 FF0637'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0637'3 INCHES.
 FF0637
 FF0637                          STATION RECOVERY (2003)
 FF0637
 FF0637'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0639 ***********************************************************************
 FF0639  DESIGNATION -  BLACKFISH RESET
 FF0639  PID         -  FF0639
 FF0639  STATE/COUNTY-  AR/ST FRANCIS
 FF0639  USGS QUAD   -  ROUND POND (1992)
 FF0639
 FF0639                         *CURRENT SURVEY CONTROL
 FF0639  ___________________________________________________________________
 FF0639* NAD 83(1997)-  35 03 58.62305(N)    090 36 15.78896(W)     ADJUSTED  
 FF0639* NAVD 88     -        60.850  (meters)     199.64   (feet)  ADJUSTED  
 FF0639  ___________________________________________________________________
 FF0639  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FF0639  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0639  DYNAMIC HT  -          60.795 (meters)     199.46  (feet)  COMP
 FF0639  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0639
 FF0639  HORZ ORDER  -  SECOND
 FF0639  VERT ORDER  -  FIRST     CLASS II
 FF0639
 FF0639.The horizontal coordinates were established by classical geodetic methods
 FF0639.and adjusted by the National Geodetic Survey in September 1999..
 FF0639
 FF0639.The orthometric height was determined by differential leveling
 FF0639.and adjusted by the National Geodetic Survey in June 1991..
 FF0639
 FF0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0639
 FF0639.The geoid height was determined by GEOID03.
 FF0639
 FF0639.The dynamic height is computed by dividing the NAVD 88
 FF0639.geopotential number by the normal gravity value computed on the
 FF0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0639.degrees latitude (g = 980.6199 gals.).
 FF0639
 FF0639.The modeled gravity was interpolated from observed gravity values.
 FF0639
 FF0639;                    North         East     Units Scale Factor Converg.
 FF0639;SPC AR N     -    82,217.053   527,292.989   MT  0.99997652   +0 48 43.6
 FF0639;SPC AR N     -   269,740.45  1,729,960.41   sFT  0.99997652   +0 48 43.6
 FF0639;UTM  15      - 3,883,018.422   718,449.138   MT  1.00018816   +1 22 36.8
 FF0639
 FF0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0639!SPC AR N     -   0.99999470  x   0.99997652  =   0.99997122
 FF0639!UTM  15      -   0.99999470  x   1.00018816  =   1.00018286
 FF0639
 FF0639|---------------------------------------------------------------------|
 FF0639| PID    Reference Object                     Distance      Geod. Az  |
 FF0639|                                                           dddmmss.s |
 FF0639| FF0640 BLACKFISH RM 3                       28.435 METERS 07546     |
 FF0639| FF0641 BLACKFISH RM 1                       33.183 METERS 10521     |
 FF0639| FF0638 BLACKFISH RM 2                       20.235 METERS 19335     |
 FF0639| FF0637 BLACKFISH AZ MK                                    2471224.5 |
 FF0639|---------------------------------------------------------------------|
 FF0639
 FF0639                          SUPERSEDED SURVEY CONTROL
 FF0639
 FF0639  NAD 83(1997)-  35 03 58.62624(N)    090 36 15.78722(W) AD(       ) 2
 FF0639  NAD 83(1997)-  35 03 58.63069(N)    090 36 15.78758(W) AD(       ) 2
 FF0639  NAD 83(1986)-  35 03 58.63292(N)    090 36 15.78808(W) AD(       ) 2
 FF0639  NAD 27      -  35 03 58.30300(N)    090 36 15.40790(W) AD(       ) 2
 FF0639  NGVD 29 (??/??/??)   60.832  (m)          199.58   (f) ADJUSTED    1 2
 FF0639
 FF0639.Superseded values are not recommended for survey control.
 FF0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0639.See file dsdata.txt to determine how the superseded data were derived.
 FF0639
 FF0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1844983018(NAD 83)
 FF0639_MARKER: DS = TRIANGULATION STATION DISK
 FF0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0639_STAMPING: BLACKFISH 1916 1920 1954
 FF0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0639+STABILITY: SURFACE MOTION
 FF0639
 FF0639  HISTORY     - Date     Condition        Report By
 FF0639  HISTORY     - 1916     MONUMENTED       CGS
 FF0639  HISTORY     - 1920     GOOD             CGS
 FF0639  HISTORY     - 1935     GOOD             CGS
 FF0639  HISTORY     - 1954     GOOD             CGS
 FF0639  HISTORY     - 1956     GOOD             CGS
 FF0639  HISTORY     - 1956     GOOD             CGS
 FF0639  HISTORY     - 19820105 MARK NOT FOUND   USGS
 FF0639
 FF0639                          STATION DESCRIPTION
 FF0639
 FF0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF0639'STATION IS JUST N OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 FF0639'RIGHT-OF-WAY, ABOUT 0.9 MILE E OF ROUND POND RAILWAY STATION,
 FF0639'31.71 METERS (104.0 FEET) N OF N RAIL OF MAIN TRACK, 48.99
 FF0639'METERS (160.7 FEET) NW OF SECOND TELEGRAPH POLE W OF MILEPOST
 FF0639'33, AND 9.7 METERS (31.8 FEET) N OF MIDDLE OF PUBLIC ROAD
 FF0639'WHICH LIES BETWEEN STATION AND RAILWAY.
 FF0639'
 FF0639'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS SET
 FF0639'IN CONCRETE.
 FF0639'
 FF0639'A STANDARD REFERENCE DISK IN CONCRETE, IS BETWEEN
 FF0639'PUBLIC ROAD AND RAILWAY, 1.5 METERS (5 FEET) E OF AMERICAN
 FF0639'BELL TELEPHONE COS POLE NO. 1486, AND 33.183 METERS (108.87 FEET)
 FF0639'FROM STATION, S 74 DEG 39 MIN W.
 FF0639
 FF0639                          STATION RECOVERY (1920)
 FF0639
 FF0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FF0639'IN 1920 STATION AND REFERENCE MARKS WERE STAMPED WITH NAME AND
 FF0639'DATES 1916, 1920.
 FF0639'
 FF0639'ELEVATION OF STATION IS 61.298 METERS (201.108 FEET), OF
 FF0639'REFERENCE MARK, 61.798 METERS (202.749 FEET).
 FF0639
 FF0639                          STATION RECOVERY (1935)
 FF0639
 FF0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0639'STATION RECOVERED AS DESCRIBED.  IT IS N OF RIGHT-OF-WAY OF
 FF0639'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD COMPANY, ABOUT 0.9
 FF0639'MILE E OF BLACKFISH RAILROAD STATION, IN COTTON FIELD, 31.71
 FF0639'METERS (104 FEET) N OF N RAIL OF MAIN TRACK, 37 FEET N OF
 FF0639'CENTER OF E-W HIGHWAY, 60.2 FEET TO TELEPHONE POLE 1487,
 FF0639'S 05 DEG 03 MIN 45 SEC W, 106.1 FEET TO TELEGRAPH POLE
 FF0639'1486, S 74 DEG 47 MIN E.  THE ORIGINAL DESCRIPTION
 FF0639'GIVES THIS STATION AS BEING 31.8 FEET N OF THE MIDDLE OF A
 FF0639'PUBLIC ROAD BETWEEN RAILROAD AND STATION SITE.  THIS ROAD
 FF0639'HAS BEEN WIDENED BY ADDING TO SIDE NEXT TO RAILROAD.
 FF0639'
 FF0639'REFERENCE MARK NO. 1 (1916) RECOVERED IN GOOD CONDITION.  IT
 FF0639'IS 20 FEET S OF CENTER OF E-W PUBLIC ROAD, 2 FEET SE OF
 FF0639'TELEGRAPH POLE 1486, AND JUST INSIDE N FENCE LINE OF RIGHT-OF-WAY,
 FF0639'33.10 METERS (108.6 FEET) FROM STATION, S 74 DEG 39 MIN 14 SEC E.
 FF0639'
 FF0639'REFERENCE MARK NO. 2 (1935) A STANDARD BRONZE DISK SET IN A
 FF0639'14- BY 14- BY 30-INCH CONCRETE PIER IS 5 FEET N OF N FENCE
 FF0639'BETWEEN RAILROAD RIGHT-OF-WAY AND E-W ROAD, 22 FEET S OF ROAD
 FF0639'CENTER, 107.3 FEET NW OF TELEPHONE POLE 1487, 20.24 METERS
 FF0639'(66.37 FEET) FROM STATION, S 13 DEG 37 MIN 30 SEC W.
 FF0639'
 FF0639'DISTANCE FROM R.M.NO.2 TO R.M.NO.1 IS 38.26 METERS, (125.54
 FF0639'FEET), N 73 DEG 27 MIN E.
 FF0639
 FF0639                          STATION RECOVERY (1954)
 FF0639
 FF0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0639'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FF0639'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK
 FF0639'WAS LOWERED BELOW PLOW DEPTH, REFERENCE MARK NO. 1 WAS DESTROYED
 FF0639'BECAUSE IT WAS OBSTRUCTED AND REFERENCE MARK NO. 3 WAS
 FF0639'ESTABLISHED.  AN AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE
 FF0639'DESCRIPTION FOLLOWS.
 FF0639'
 FF0639'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF FORREST
 FF0639'CITY, 0.9 MILE EAST NORTHEAST OF ROUND POND, 105 FEET NORTH
 FF0639'OF THE NORTH RAIL OF THE RAILROAD TRACKS, 60 FEET NORTH OF
 FF0639'TELEPHONE POLE H 1487 AND 35 FEET NORTH OF THE CENTER OF A
 FF0639'GRAVELED ROAD.  IT IS STAMPED BLACKFISH 1916 1920 1954 AND IT
 FF0639'IS 16 INCHES BELOW THE SURFACE OF THE GROUND.
 FF0639'
 FF0639'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF THE NORTH RAIL OF
 FF0639'THE RAILROAD TRACKS, 23 FEET SOUTH OF THE CENTER OF THE GRAVELED
 FF0639'ROAD AND 11 FEET WEST OF TELEPHONE POLE H 1487.  IT PROJECTS
 FF0639'1 INCH AND IS STAMPED BLACKFISH R M 2 1916 1920.
 FF0639'
 FF0639'REFERENCE MARK NO. 3 IS 34 FEET NORTH OF THE CENTER OF THE
 FF0639'GRAVELED ROAD AND 4 FEET NORTHWEST OF A TELEPHONE BRACE POLE.
 FF0639'IT PROJECTS 5 INCHES AND IS STAMPED BLACKFISH NO 3 1916 1920
 FF0639'1954.
 FF0639'
 FF0639'THE AZIMUTH MARK IS 44 FEET SOUTH OF THE CENTER OF A GRAVELED
 FF0639'ROAD, 25 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS
 FF0639'AND 2-1/2 FEET EAST OF A WITNESS POST.  IT PROJECTS 4 INCHES
 FF0639'AND IS STAMPED BLACKFISH 1916 1920 1954.
 FF0639'
 FF0639'TO REACH THE STATION FROM THE POST OFFICE IN ROUND POND GO
 FF0639'EAST NORTHEAST ON THE GRAVELED ROAD PARALLELING THE RAILROAD
 FF0639'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY
 FF0639'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 FF0639
 FF0639                          STATION RECOVERY (1956)
 FF0639
 FF0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0639'THE STATION, REFERENCE MARKS NO. 2 AND 3 AND THE AZIMUTH MARK
 FF0639'WERE FOUND AS DESCRIBED.  THE DISTANCES FROM
 FF0639'THE STATION TO REFERENCE MARKS WERE CHECKED AND FOUND TO BE
 FF0639'CORRECT.
 FF0639
 FF0639                          STATION RECOVERY (1956)
 FF0639
 FF0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0639'1 MI NE FROM ROUND POND.
 FF0639'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0639'PACIFIC RAILROAD FROM THE RAILROAD OVERPASS OVER GRAVEL ROAD AT
 FF0639'ROUND POND, 105 1/2 FEET NORTH-NORTHWEST OF NEAR RAIL OF TRACK,
 FF0639'35 1/2 FEET NORTH-NORTHWEST OF CENTER LINE OF A GRAVEL ROAD
 FF0639'PARALLEL TO TRACK, 60 1/2 FEET NORTHWEST AND ACROSS ROAD FROM
 FF0639'TELEPHONE POLE NO. 1487, 66.4 FEET NORTH AND ACROSS ROAD FROM
 FF0639'RM NO. 2, 108.6 FEET WEST AND ACROSS ROAD FROM RM NO. 1, 93.3 FEET
 FF0639'WEST-SOUTHWEST OF RM NO. 3, IN A PLOWED FIELD, ABOUT 1 1/2 FEET
 FF0639'BELOW LEVEL OF GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0639'ABOUT 18 INCHES UNDERGROUND.  NOTE-- IT WAS REPORTED IN 1954 THAT
 FF0639'THIS MARK WAS LOWERED BELOW THE PLOUGH LINE.
 FF0639
 FF0639                          STATION RECOVERY (1982)
 FF0639
 FF0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JEB)
 FF0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0641 ***********************************************************************
 FF0641  DESIGNATION -  BLACKFISH RM 1
 FF0641  PID         -  FF0641
 FF0641  STATE/COUNTY-  AR/ST FRANCIS
 FF0641  USGS QUAD   -  ROUND POND (1992)
 FF0641
 FF0641                         *CURRENT SURVEY CONTROL
 FF0641  ___________________________________________________________________
 FF0641* NAD 83(1986)-  35 04 00.     (N)    090 36 15.     (W)     SCALED    
 FF0641* NAVD 88     -        61.861  (meters)     202.96   (feet)  ADJUSTED  
 FF0641  ___________________________________________________________________
 FF0641  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0641  DYNAMIC HT  -          61.805 (meters)     202.77  (feet)  COMP
 FF0641  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 FF0641
 FF0641  VERT ORDER  -  FIRST     CLASS II
 FF0641
 FF0641.The horizontal coordinates were scaled from a topographic map and have
 FF0641.an estimated accuracy of +/- 6 seconds.
 FF0641
 FF0641.The orthometric height was determined by differential leveling
 FF0641.and adjusted by the National Geodetic Survey in June 1991..
 FF0641
 FF0641.The geoid height was determined by GEOID03.
 FF0641
 FF0641.The dynamic height is computed by dividing the NAVD 88
 FF0641.geopotential number by the normal gravity value computed on the
 FF0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0641.degrees latitude (g = 980.6199 gals.).
 FF0641
 FF0641.The modeled gravity was interpolated from observed gravity values.
 FF0641
 FF0641;                    North         East    Units  Estimated Accuracy
 FF0641;SPC AR N     -    82,260.      527,310.      MT  (+/- 180 meters Scaled)
 FF0641
 FF0641                          SUPERSEDED SURVEY CONTROL
 FF0641
 FF0641  NGVD 29 (??/??/??)   61.843  (m)          202.90   (f) ADJUSTED    1 2
 FF0641
 FF0641.Superseded values are not recommended for survey control.
 FF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0641.See file dsdata.txt to determine how the superseded data were derived.
 FF0641
 FF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU184830(NAD 83)
 FF0641_MARKER: DR = REFERENCE MARK DISK
 FF0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0641+STABILITY: SURFACE MOTION
 FF0641
 FF0641  HISTORY     - Date     Condition        Report By
 FF0641  HISTORY     - 1916     MONUMENTED       CGS
 FF0641  HISTORY     - 1956     GOOD             CGS
 FF0641
 FF0641                          STATION DESCRIPTION
 FF0641
 FF0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0641'1 MI NE FROM ROUND POND.
 FF0641'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0641'PACIFIC RAILROAD FROM THE OVERPASS OVER GRAVEL ROAD AT ROUND
 FF0641'POND, ABOUT 80 YARDS SOUTHWEST OF MILE POST 33, ABOUT 104 YARDS
 FF0641'SOUTHWEST OF SOUTHWEST END OF TRESTLE NO. 330, 51 FEET
 FF0641'NORTH-NORTHWEST OF NEAR RAIL OF TRACK, 20 1/2 FEET SOUTH-SOUTHEAST
 FF0641'OF CENTER LINE OF GRAVEL ROAD PARALLEL TO TRACK, 2 FEET
 FF0641'EAST-SOUTHEAST OF TELEPHONE POLE NO. 1486, ABOUT 9 FEET BELOW
 FF0641'LEVEL OF TRACK, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 FF0641'CONCRETE POST FLUSH WITH GROUND.   NOTE--ONLY THE CENTER PORTION
 FF0641'OF THE DISK (SHANK) REMAINS IN POST.  THE BOTTOM PART OF THE
 FF0641'FIGURE 1 IS STAMPED ON REMAINING PORTION OF DISK.  THE POST
 FF0641'APPEARS TO BE IN GOOD CONDITION AND APPARENTLY THE ELEVATION
 FF0641'OF MARK HAS NOT BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0638 ***********************************************************************
 FF0638  DESIGNATION -  BLACKFISH RM 2
 FF0638  PID         -  FF0638
 FF0638  STATE/COUNTY-  AR/ST FRANCIS
 FF0638  USGS QUAD   -  ROUND POND (1992)
 FF0638
 FF0638                         *CURRENT SURVEY CONTROL
 FF0638  ___________________________________________________________________
 FF0638* NAD 83(1986)-  35 03 58.     (N)    090 36 14.     (W)     SCALED    
 FF0638* NAVD 88     -        61.422  (meters)     201.52   (feet)  ADJUSTED  
 FF0638  ___________________________________________________________________
 FF0638  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0638  DYNAMIC HT  -          61.367 (meters)     201.33  (feet)  COMP
 FF0638  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0638
 FF0638  VERT ORDER  -  FIRST     CLASS II
 FF0638
 FF0638.The horizontal coordinates were scaled from a topographic map and have
 FF0638.an estimated accuracy of +/- 6 seconds.
 FF0638
 FF0638.The orthometric height was determined by differential leveling
 FF0638.and adjusted by the National Geodetic Survey in June 1991..
 FF0638
 FF0638.The geoid height was determined by GEOID03.
 FF0638
 FF0638.The dynamic height is computed by dividing the NAVD 88
 FF0638.geopotential number by the normal gravity value computed on the
 FF0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0638.degrees latitude (g = 980.6199 gals.).
 FF0638
 FF0638.The modeled gravity was interpolated from observed gravity values.
 FF0638
 FF0638;                    North         East    Units  Estimated Accuracy
 FF0638;SPC AR N     -    82,200.      527,340.      MT  (+/- 180 meters Scaled)
 FF0638
 FF0638                          SUPERSEDED SURVEY CONTROL
 FF0638
 FF0638  NGVD 29 (??/??/??)   61.404  (m)          201.46   (f) ADJUSTED    1 2
 FF0638
 FF0638.Superseded values are not recommended for survey control.
 FF0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0638.See file dsdata.txt to determine how the superseded data were derived.
 FF0638
 FF0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU184830(NAD 83)
 FF0638_MARKER: DR = REFERENCE MARK DISK
 FF0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0638_STAMPING: BLACKFISH RM 2 1916 1920
 FF0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0638+STABILITY: SURFACE MOTION
 FF0638
 FF0638  HISTORY     - Date     Condition        Report By
 FF0638  HISTORY     - 1935     MONUMENTED       CGS
 FF0638  HISTORY     - 1956     GOOD             CGS
 FF0638  HISTORY     - 20030515 MARK NOT FOUND   USACE
 FF0638
 FF0638                          STATION DESCRIPTION
 FF0638
 FF0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0638'1 MI NE FROM ROUND POND.
 FF0638'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0638'PACIFIC RAILROAD FROM RAILROAD OVERPASS OVER GRAVEL ROAD AT
 FF0638'ROUND POND, ABOUT 120 YARDS SOUTHWEST OF MILE POLE 33, ABOUT
 FF0638'145 YARDS SOUTHWEST OF SOUTHWEST END OF TRESTLE NO. 33.0, 48
 FF0638'FEET NORTH-NORTHWEST OF NORTH-NORTHWEST RAIL, 22 FEET
 FF0638'SOUTH-SOUTHEAST OF CENTER LINE OF A GRAVEL ROAD PARALLEL TO
 FF0638'TRACK, 11 FEET SOUTHWEST OF TELEPHONE POLE NO. 1487, ABOUT 10
 FF0638'FEET BELOW LEVEL OF TRACK, ABOUT LEVEL WITH ROAD AND SET IN THE
 FF0638'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0638
 FF0638                          STATION RECOVERY (2003)
 FF0638
 FF0638'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0640 ***********************************************************************
 FF0640  DESIGNATION -  BLACKFISH RM 3
 FF0640  PID         -  FF0640
 FF0640  STATE/COUNTY-  AR/ST FRANCIS
 FF0640  USGS QUAD   -  ROUND POND (1992)
 FF0640
 FF0640                         *CURRENT SURVEY CONTROL
 FF0640  ___________________________________________________________________
 FF0640* NAD 83(1986)-  35 03 58.     (N)    090 36 17.     (W)     SCALED    
 FF0640* NAVD 88     -        61.812  (meters)     202.79   (feet)  ADJUSTED  
 FF0640  ___________________________________________________________________
 FF0640  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0640  DYNAMIC HT  -          61.756 (meters)     202.61  (feet)  COMP
 FF0640  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0640
 FF0640  VERT ORDER  -  FIRST     CLASS II
 FF0640
 FF0640.The horizontal coordinates were scaled from a topographic map and have
 FF0640.an estimated accuracy of +/- 6 seconds.
 FF0640
 FF0640.The orthometric height was determined by differential leveling
 FF0640.and adjusted by the National Geodetic Survey in June 1991..
 FF0640
 FF0640.The geoid height was determined by GEOID03.
 FF0640
 FF0640.The dynamic height is computed by dividing the NAVD 88
 FF0640.geopotential number by the normal gravity value computed on the
 FF0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0640.degrees latitude (g = 980.6199 gals.).
 FF0640
 FF0640.The modeled gravity was interpolated from observed gravity values.
 FF0640
 FF0640;                    North         East    Units  Estimated Accuracy
 FF0640;SPC AR N     -    82,200.      527,260.      MT  (+/- 180 meters Scaled)
 FF0640
 FF0640                          SUPERSEDED SURVEY CONTROL
 FF0640
 FF0640  NGVD 29 (??/??/??)   61.794  (m)          202.74   (f) ADJUSTED    1 2
 FF0640
 FF0640.Superseded values are not recommended for survey control.
 FF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0640.See file dsdata.txt to determine how the superseded data were derived.
 FF0640
 FF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU184829(NAD 83)
 FF0640_MARKER: DR = REFERENCE MARK DISK
 FF0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0640_STAMPING: BLACKFISH NO 3 1916 1920 1954
 FF0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0640+STABILITY: SURFACE MOTION
 FF0640
 FF0640  HISTORY     - Date     Condition        Report By
 FF0640  HISTORY     - 1954     MONUMENTED       CGS
 FF0640  HISTORY     - 1956     GOOD             CGS
 FF0640  HISTORY     - 20030515 MARK NOT FOUND   USACE
 FF0640
 FF0640                          STATION DESCRIPTION
 FF0640
 FF0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0640'1 MI NE FROM ROUND POND.
 FF0640'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0640'PACIFIC RAILROAD FROM RAILROAD OVERPASS OVER GRAVEL ROAD AT
 FF0640'ROUND POND, ABOUT 81 YARDS SOUTHWEST OF MILE POST 33, ABOUT
 FF0640'105 YARDS SOUTHWEST OF SOUTHWEST END OF TRESTLE NO. 33.0, 104
 FF0640'FEET NORTH-NORTHWEST AND ACROSS A GRAVEL ROAD FROM NEAR RAIL,
 FF0640'32 FEET NORTH-NORTHWEST OF CENTER LINE OF GRAVEL ROAD PARALLEL
 FF0640'TO TRACK, 52 1/2 FEET NORTHWEST AND ACROSS ROAD FROM TELEPHONE
 FF0640'POLE NO. 1486, 4 FEET NORTHWEST OF A BRACE POLE TO TELEPHONE
 FF0640'POLE NO. 1486, 53.7 FEET NORTHWEST AND ACROSS ROAD FROM R.M.
 FF0640'NO. 1, 127 FEET NORTH-NORTHEAST AND ACROSS ROAD FROM TELEPHONE
 FF0640'POLE NO. 1487, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 FF0640'ABOUT 9 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0640'CONCRETE POST PROJECTING 4 INCHES.
 FF0640
 FF0640                          STATION RECOVERY (2003)
 FF0640
 FF0640'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1170 ***********************************************************************
 EH1170  DESIGNATION -  BLOSSOM RESET
 EH1170  PID         -  EH1170
 EH1170  STATE/COUNTY-  AR/ST FRANCIS
 EH1170  USGS QUAD   -  WHEATLEY (1971)
 EH1170
 EH1170                         *CURRENT SURVEY CONTROL
 EH1170  ___________________________________________________________________
 EH1170* NAD 83(1986)-  34 55 52.     (N)    091 02 45.     (W)     SCALED    
 EH1170* NAVD 88     -        63.130  (meters)     207.12   (feet)  ADJUSTED  
 EH1170  ___________________________________________________________________
 EH1170  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1170  DYNAMIC HT  -          63.072 (meters)     206.93  (feet)  COMP
 EH1170  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 EH1170
 EH1170  VERT ORDER  -  FIRST     CLASS II
 EH1170
 EH1170.The horizontal coordinates were scaled from a topographic map and have
 EH1170.an estimated accuracy of +/- 6 seconds.
 EH1170
 EH1170.The orthometric height was determined by differential leveling
 EH1170.and adjusted by the National Geodetic Survey in June 1991..
 EH1170
 EH1170.The geoid height was determined by GEOID03.
 EH1170
 EH1170.The dynamic height is computed by dividing the NAVD 88
 EH1170.geopotential number by the normal gravity value computed on the
 EH1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1170.degrees latitude (g = 980.6199 gals.).
 EH1170
 EH1170.The modeled gravity was interpolated from observed gravity values.
 EH1170
 EH1170;                    North         East    Units  Estimated Accuracy
 EH1170;SPC AR N     -    66,740.      487,180.      MT  (+/- 180 meters Scaled)
 EH1170
 EH1170                          SUPERSEDED SURVEY CONTROL
 EH1170
 EH1170  NGVD 29 (??/??/??)   63.132  (m)          207.13   (f) ADJUSTED    1 2
 EH1170
 EH1170.Superseded values are not recommended for survey control.
 EH1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1170.See file dsdata.txt to determine how the superseded data were derived.
 EH1170
 EH1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU784671(NAD 83)
 EH1170_MARKER: DS = TRIANGULATION STATION DISK
 EH1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1170_STAMPING: BLOSSOM 1916 1954
 EH1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1170+STABILITY: SURFACE MOTION
 EH1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1170+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 EH1170
 EH1170  HISTORY     - Date     Condition        Report By
 EH1170  HISTORY     - 1954     MONUMENTED       CGS
 EH1170  HISTORY     - 1955     GOOD             CGS
 EH1170  HISTORY     - 1955     GOOD             CGS
 EH1170  HISTORY     - 1963     GOOD             CGS
 EH1170  HISTORY     - 1963     GOOD             CGS
 EH1170  HISTORY     - 20030421 GOOD             USACE
 EH1170
 EH1170                          STATION DESCRIPTION
 EH1170
 EH1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH1170'THE STATION WAS RECOVERED AS DESCRIBED.  THE SURFACE MARK WAS
 EH1170'LEANING OVER AND THE DISK WAS MISSING.  A NEW STATION MARK
 EH1170'WAS RE-SET OVER THE ORIGINAL SUB-SURFACE MARK.  THIS MARK
 EH1170'WAS USED AS THE AZIMUTH MARK FOR STATION WHEATLEY R M 1
 EH1170'1916.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 EH1170'
 EH1170'THE STATION IS ON THE RIGHT-OF-WAY OF THE CHICAGO, ROCK
 EH1170'ISLAND, AND PACIFIC RAILROAD, ABOUT 4 MILES EAST OF WHEATLEY,
 EH1170'250 FEET NORTHEAST OF THE BLOSSOM RAILROAD SIDING, 101
 EH1170'FEET EAST OF THE CENTER OF A DIRT ROAD, 81 FEET SOUTH OF
 EH1170'THE CENTER OF A DIRT ROAD PARALLEL TO THE RAILROAD TRACK,
 EH1170'54 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 25 FEET NORTH
 EH1170'OF THE NORTH RAIL OF THE TRACK, AND 6 FEET SOUTHEAST OF
 EH1170'A WHITE 4 IN X 4 IN WITNESS POST.
 EH1170'
 EH1170'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHEATLEY,
 EH1170'GO EAST ON U.S. HIGHWAY 70 FOR 4.4 MILES TO A SIDE ROAD ON THE
 EH1170'LEFT AND THE BLOSSOM RAILROAD SIDING, TURN LEFT AND NORTH,
 EH1170'AND CROSS TRACK TO THE STATION ON THE RIGHT AS DESCRIBED.
 EH1170'
 EH1170'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EH1170'BLOSSOM 1916 1954.
 EH1170
 EH1170                          STATION RECOVERY (1955)
 EH1170
 EH1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CS)
 EH1170'THE STATION IS ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1170'RAILROAD, ABOUT 4.05 MILES NORTHEAST OF THE STATION AT
 EH1170'WHEATLEY, 127-1/2 FEET NORTHEAST OF CENTER OF GRAVEL ROAD
 EH1170'CROSSING AT BLOSSOM, 27 FEET NORTHWEST OF NORTHWEST RAIL,
 EH1170'58 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 81-1/2 FEET
 EH1170'WEST-NORTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 2580, 6-1/2
 EH1170'FEET EAST-SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 EH1170'ABOUT 2-1/2 FEET BELOW LEVEL OF TRACK, IN THE TOP OF A CONCRETE POST
 EH1170'PROJECTING 2 INCHES AND STAMPED BLOSSOM 1916 1954.
 EH1170'
 EH1170'R.M. NO. 1 IS 66.743 FEET (20.344 METERS) NORTHWEST OF THE
 EH1170'STATION MARK, 94 FEET NORTHWEST OF NORTHWEST RAIL OF TRACK,
 EH1170'72-1/2 FEET NORTH OF THE FIRST TELEPHONE POLE NORTHEAST
 EH1170'OF GRAVEL ROAD CROSSING, 23 FEET SOUTHEAST OF CENTER LINE
 EH1170'OF A GRAVEL ROAD PARALLEL TO TRACK, 2 FEET WEST-NORTHWEST
 EH1170'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 EH1170'TRACK, IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND
 EH1170'AND STAMPED BLOSSOM RM 1 1916 1920 B.M.
 EH1170'
 EH1170'R.M. 2 IS 96.410 FEET (29.386 METERS) NORTHEAST OF THE STATION
 EH1170'MARK, 222 FEET NORTHEAST OF CENTER OF GRAVEL ROAD CROSSING,
 EH1170'23.6 FEET NORTHWEST OF NORTHWEST RAIL, 94.3 FEET NORTH AND
 EH1170'ACROSS TRACK FROM TELEPHONE POLE NO. 2580, 21.2 FEET SOUTHEAST
 EH1170'OF THE SECOND TELEPHONE POLE NORTHEAST OF CROSSING, ABOUT 1-1/2
 EH1170'FEET BELOW LEVEL OF TRACK, IN THE TOP OF A CONCRETE POST
 EH1170'PROJECTING 4 INCHES AND STAMPED BLOSSOM RM 2 1916 1920.
 EH1170
 EH1170                          STATION RECOVERY (1955)
 EH1170
 EH1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1170'4.05 MI NE FROM WHEATLEY.
 EH1170'ABOUT 4.05 MILES NORTHEAST ALONG THE CHICAGO, ROACK ISLAND AND PACIFIC
 EH1170'RAILROAD FROM THE STATION AT WHEATLEY, ABOUT 0.45 MILE SOUTHWEST OF
 EH1170'MILE POLE 60, 127 1/2 FEET NORTHEAST OF CENTER OF GRAVEL ROAD CROSSING
 EH1170'AT BLOSSOM, 27 FEET NBORTHWEST OF NORTHWEST RAIL, 58 FEET
 EH1170'EAST-NORTHEAST OF FIRST TELEPHONE POLE NORTHEAST OF CROSSING, 81 1/2
 EH1170'FEET WEST-NORTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 2580,
 EH1170'66.8 FEET SOUTHEAST OF RM NO. 1, 96.4 FEET SOUTHWEST OF RM NO. 2, 6
 EH1170'1/2 FEET EAST-SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 EH1170'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 EH1170'PROJECTING 2 INCHES.
 EH1170
 EH1170                          STATION RECOVERY (1963)
 EH1170
 EH1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH1170'STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED,
 EH1170'EXCEPT THE REFERENCE TO TELEPHONE POLE NO. 2580 WHICH HAS BEEN
 EH1170'REMOVED.  RM 1 WAS NOT RECOVERED, THOUGH NO DIGGING WAS DONE.  A
 EH1170'METAL WITNESS POST IS 6 FEET WEST-NORTHWEST OF THE STATION.  ROUTE
 EH1170'DESCRIPTION WAS ADEQUATE.
 EH1170
 EH1170                          STATION RECOVERY (1963)
 EH1170
 EH1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH1170'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  NO REFERENCE MARKS
 EH1170'WERE FOUND.  THE ROUTE DESCRIPTION WAS ADEQUATE.
 EH1170
 EH1170                          STATION RECOVERY (2003)
 EH1170
 EH1170'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1171 ***********************************************************************
 EH1171  DESIGNATION -  BLOSSOM RM 1
 EH1171  PID         -  EH1171
 EH1171  STATE/COUNTY-  AR/ST FRANCIS
 EH1171  USGS QUAD   -  WHEATLEY (1971)
 EH1171
 EH1171                         *CURRENT SURVEY CONTROL
 EH1171  ___________________________________________________________________
 EH1171* NAD 83(1986)-  34 55 52.     (N)    091 02 46.     (W)     SCALED    
 EH1171* NAVD 88     -        63.237  (meters)     207.47   (feet)  ADJUSTED  
 EH1171  ___________________________________________________________________
 EH1171  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1171  DYNAMIC HT  -          63.179 (meters)     207.28  (feet)  COMP
 EH1171  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 EH1171
 EH1171  VERT ORDER  -  FIRST     CLASS II
 EH1171
 EH1171.The horizontal coordinates were scaled from a topographic map and have
 EH1171.an estimated accuracy of +/- 6 seconds.
 EH1171
 EH1171.The orthometric height was determined by differential leveling
 EH1171.and adjusted by the National Geodetic Survey in June 1991..
 EH1171
 EH1171.The geoid height was determined by GEOID03.
 EH1171
 EH1171.The dynamic height is computed by dividing the NAVD 88
 EH1171.geopotential number by the normal gravity value computed on the
 EH1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1171.degrees latitude (g = 980.6199 gals.).
 EH1171
 EH1171.The modeled gravity was interpolated from observed gravity values.
 EH1171
 EH1171;                    North         East    Units  Estimated Accuracy
 EH1171;SPC AR N     -    66,740.      487,150.      MT  (+/- 180 meters Scaled)
 EH1171
 EH1171                          SUPERSEDED SURVEY CONTROL
 EH1171
 EH1171  NGVD 29 (??/??/??)   63.239  (m)          207.48   (f) ADJUSTED    1 2
 EH1171
 EH1171.Superseded values are not recommended for survey control.
 EH1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1171.See file dsdata.txt to determine how the superseded data were derived.
 EH1171
 EH1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU784671(NAD 83)
 EH1171_MARKER: DR = REFERENCE MARK DISK
 EH1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1171_STAMPING: BLOSSOM RM 1 1916 1920 BM
 EH1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1171+STABILITY: SURFACE MOTION
 EH1171
 EH1171  HISTORY     - Date     Condition        Report By
 EH1171  HISTORY     - 1916     MONUMENTED       CGS
 EH1171  HISTORY     - 1955     GOOD             CGS
 EH1171  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH1171
 EH1171                          STATION DESCRIPTION
 EH1171
 EH1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1171'4.05 MI NE FROM WHEATLEY.
 EH1171'ABOUT 4.05 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1171'RAILROAD FROM THE STATION AT WHEATLEY, AT BLOSSOM, ABOUT 0.45 MILE
 EH1171'SOUTHWEST OF MILE POST 60, 156 1/2 FEET NORTH OF CENTER OF GRAVEL ROAD
 EH1171'CROSSING, 94 FEET NORTHWEST OF NORTHWEST RAIL, 66.8 FEET NORTHWEST OF
 EH1171'STATION MARK, 121.2 FEET WEST OF RM NO. 2, 72 1/2 FEET NORTH OF THE
 EH1171'FIRST TELEPHONE POLE NORTHEAST OF CROSSING, 23 FEET SOUTHEAST OF
 EH1171'CENTER LINE OF A GRAVEL ROAD PARALLEL TO TRACK, 2 FEET WEST-NORTHWEST
 EH1171'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 EH1171'SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDERGROND.
 EH1171
 EH1171                          STATION RECOVERY (1970)
 EH1171
 EH1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1172 ***********************************************************************
 EH1172  DESIGNATION -  BLOSSOM RM 2
 EH1172  PID         -  EH1172
 EH1172  STATE/COUNTY-  AR/ST FRANCIS
 EH1172  USGS QUAD   -  WHEATLEY (1971)
 EH1172
 EH1172                         *CURRENT SURVEY CONTROL
 EH1172  ___________________________________________________________________
 EH1172* NAD 83(1986)-  34 55 52.     (N)    091 02 44.     (W)     SCALED    
 EH1172* NAVD 88     -        63.375  (meters)     207.92   (feet)  ADJUSTED  
 EH1172  ___________________________________________________________________
 EH1172  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1172  DYNAMIC HT  -          63.317 (meters)     207.73  (feet)  COMP
 EH1172  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 EH1172
 EH1172  VERT ORDER  -  FIRST     CLASS II
 EH1172
 EH1172.The horizontal coordinates were scaled from a topographic map and have
 EH1172.an estimated accuracy of +/- 6 seconds.
 EH1172
 EH1172.The orthometric height was determined by differential leveling
 EH1172.and adjusted by the National Geodetic Survey in June 1991..
 EH1172
 EH1172.The geoid height was determined by GEOID03.
 EH1172
 EH1172.The dynamic height is computed by dividing the NAVD 88
 EH1172.geopotential number by the normal gravity value computed on the
 EH1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1172.degrees latitude (g = 980.6199 gals.).
 EH1172
 EH1172.The modeled gravity was interpolated from observed gravity values.
 EH1172
 EH1172;                    North         East    Units  Estimated Accuracy
 EH1172;SPC AR N     -    66,740.      487,200.      MT  (+/- 180 meters Scaled)
 EH1172
 EH1172                          SUPERSEDED SURVEY CONTROL
 EH1172
 EH1172  NGVD 29 (??/??/??)   63.377  (m)          207.93   (f) ADJUSTED    1 2
 EH1172
 EH1172.Superseded values are not recommended for survey control.
 EH1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1172.See file dsdata.txt to determine how the superseded data were derived.
 EH1172
 EH1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU785671(NAD 83)
 EH1172_MARKER: DR = REFERENCE MARK DISK
 EH1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1172_STAMPING: BLOSSOM RM 2 1916 1920
 EH1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1172+STABILITY: SURFACE MOTION
 EH1172
 EH1172  HISTORY     - Date     Condition        Report By
 EH1172  HISTORY     - 1935     MONUMENTED       CGS
 EH1172  HISTORY     - 1955     GOOD             CGS
 EH1172
 EH1172                          STATION DESCRIPTION
 EH1172
 EH1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1172'4.05 MI NE FROM WHEATLEY.
 EH1172'ABOUT 4.05 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1172'RAILROAD FROM THE STATION AT WHEATLEY, 222 FEET NORTHEAST OF CENTER OF
 EH1172'GRAVEL ROAD CROSSING AT BLOSSOM, 23.6 FEET NORTHWEST OF NORTHWEST
 EH1172'RAIL, 94.3 FEET NORTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 2580,
 EH1172'21.2 FEET SOUTHEAST OF THE SECOND TELEPHONE POLE NORTHEAST OF
 EH1172'CROSSING, 96.4 FEET NORTHEAST OF STATION MARK, ABOUT 1 1/2 FEET BELOW
 EH1172'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 EH1172'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0817 ***********************************************************************
 EK0817  DESIGNATION -  BLUE
 EK0817  PID         -  EK0817
 EK0817  STATE/COUNTY-  AR/SCOTT
 EK0817  USGS QUAD   -  Y CITY (1975)
 EK0817
 EK0817                         *CURRENT SURVEY CONTROL
 EK0817  ___________________________________________________________________
 EK0817* NAD 83(1997)-  34 41 10.70565(N)    094 02 52.90878(W)     ADJUSTED  
 EK0817* NAVD 88     -       800.9    (meters)    2628.     (feet)  VERTCON   
 EK0817  ___________________________________________________________________
 EK0817  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 EK0817  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 EK0817
 EK0817  HORZ ORDER  -  FIRST
 EK0817
 EK0817.The horizontal coordinates were established by classical geodetic methods
 EK0817.and adjusted by the National Geodetic Survey in September 1999..
 EK0817
 EK0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0817
 EK0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0817
 EK0817.The geoid height was determined by GEOID03.
 EK0817
 EK0817;                    North         East     Units Scale Factor Converg.
 EK0817;SPC AR N     -    41,112.152   212,331.069   MT  1.00005773   -1 11 30.3
 EK0817;SPC AR N     -   134,882.12    696,622.85   sFT  1.00005773   -1 11 30.3
 EK0817;UTM  15      - 3,838,756.302   404,000.069   MT  0.99971359   -0 35 47.3
 EK0817
 EK0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0817!SPC AR N     -   0.99987900  x   1.00005773  =   0.99993673
 EK0817!UTM  15      -   0.99987900  x   0.99971359  =   0.99959263
 EK0817
 EK0817:                Primary Azimuth Mark                     Grid Az
 EK0817:SPC AR N     -  BLUE AZ MK                               188 51 25.5
 EK0817:UTM  15      -  BLUE AZ MK                               188 15 42.5
 EK0817
 EK0817|---------------------------------------------------------------------|
 EK0817| PID    Reference Object                     Distance      Geod. Az  |
 EK0817|                                                           dddmmss.s |
 EK0817| CX5039 BLUE AZ MK                                         1873955.2 |
 EK0817| EK0863 EAGLE MTN LOOKOUT TOWER             APPROX.27.2 KM 1984158.4 |
 EK0817| EK0861 EAGLE MTN LOOKOUT TOWER             APPROX.27.2 KM 1984323.3 |
 EK0817| CX5040 BLUE RM 1                             9.467 METERS 21939     |
 EK0817| EK0883 BEE MTN LOOKOUT TOWER               APPROX.29.1 KM 2214236.7 |
 EK0817| EK0884 BEE MTN LOOKOUT TOWER               APPROX.29.1 KM 2214321.8 |
 EK0817| CX5041 BLUE RM 2                            18.992 METERS 26244     |
 EK0817| EK0838 RICH MTN LOOKOUT TOWER              APPROX.25.8 KM 2670642.8 |
 EK0817|---------------------------------------------------------------------|
 EK0817
 EK0817                          SUPERSEDED SURVEY CONTROL
 EK0817
 EK0817  NAD 83(1997)-  34 41 10.71057(N)    094 02 52.90682(W) AD(       ) 1
 EK0817  NAD 83(1986)-  34 41 10.71163(N)    094 02 52.90170(W) AD(       ) 1
 EK0817  NAD 27      -  34 41 10.33400(N)    094 02 52.16100(W) AD(       ) 1
 EK0817  NGVD 29 (07/19/86)  800.8    (m)         2627.     (f) VERT ANG       
 EK0817
 EK0817.Superseded values are not recommended for survey control.
 EK0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0817.See file dsdata.txt to determine how the superseded data were derived.
 EK0817
 EK0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0400038756(NAD 83)
 EK0817_MARKER: DD = SURVEY DISK
 EK0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0817
 EK0817  HISTORY     - Date     Condition        Report By
 EK0817  HISTORY     - 1930     MONUMENTED       CGS
 EK0817  HISTORY     - 1952     GOOD             CGS
 EK0817  HISTORY     - 1956     GOOD             CGS
 EK0817  HISTORY     - 1961     GOOD             CGS
 EK0817
 EK0817                          STATION DESCRIPTION
 EK0817
 EK0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 EK0817'ABOUT 13 MILES, AIR LINE, 16 MILES BY ROAD NORTHEAST OF MENA,
 EK0817'2-1/2 MILES NORTH OF EUREKA SCHOOLHOUSE, ON WESTERN END OF
 EK0817'HIGHEST POINT OF ROCKY BACKBONE OF MOUNTAIN LOCALLY KNOWN
 EK0817'AS BLUE KNOB.  TO REACH FROM MENA GO NORTH ON ROUTE 71 ABOUT
 EK0817'8 MILES TO POSEY HOLLOW ROAD, THEN EAST 0.3 MILE PAST EUREKA
 EK0817'SCHOOLHOUSE TO ROAD TURNING NORTH INTO WOODS, CONTINUING
 EK0817'PAST SEVERAL HOUSES TO FREEMAN JOHNSONS PLACE.  TRUCK CAN
 EK0817'BE DRIVEN 1/4 MILE BEYOND THIS POINT, TO WITHIN 1-1/2 MILES OF
 EK0817'STATION.  SURFACE MARK IS STANDARD STATION DISK IN BOULDER,
 EK0817'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS.
 EK0817'NO. 1 IS 9.52 METERS (31.2 FEET) FROM STATION, S 39
 EK0817'DEG 41 MIN W.  NO. 2 IS 19.16 METERS (62.9 FEET) FROM STATION,
 EK0817'S 82 DEG 46 MIN W.
 EK0817
 EK0817                          STATION RECOVERY (1952)
 EK0817
 EK0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0817'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 EK0817'TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 EK0817'DIRECTION TO THE REFERENCE MARKS AND IN THE DISTANCE TO
 EK0817'NO. 2.  OBSERVATIONS WERE MADE WITH TWO DIFFERENT INSTRUMENTS
 EK0817'AND THE RESULTS MEANED.  AN AZIMUTH MARK WAS ESTABLISHED WHICH
 EK0817'IS 21 FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL
 EK0817'ROAD, 18 FEET EAST OF THE APPROXIMATE CENTERLINE OF TRACK ROAD,
 EK0817'2.5 FEET EAST OF POWER POLE AND 2 FEET NORTH OF WITNESS
 EK0817'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 EK0817'STAMPED BLUE 1952.  TO REACH FROM THE JUNCTION
 EK0817'OF U.S. HIGHWAY 71 AND STATE ROUTE 8 IN MONA GO NORTHEAST,
 EK0817'EAST AND NORTH ON U.S. HIGHWAY 71 FOR 5.6 MILES TO
 EK0817'JUNCTION OF U.S. HIGHWAY 270.  CONTINUE NORTHEASTERLY ON
 EK0817'HIGHWAY FOR 3.15 MILES TO T ROAD RIGHT.  TURN RIGHT
 EK0817'AND FOLLOW MAIN GRAVEL ROAD EASTERLY FOR 5.9 MILES TO
 EK0817'TRACK ROAD AND AZIMUTH MARK ON LEFT OR NORTH SIDE OF ROAD
 EK0817'AS DESCRIBED.  TURN LEFT ON TRACK ROAD AND GO NORTHERLY
 EK0817'FOR 1.3 MILES TO HOUSE AND END OF TRUCK TRAVEL.  PACK NORTHERLY
 EK0817'ON DIM TRAIL FOR 0.5 MILE TO LARGE PINE TREE WITH ARROW
 EK0817'BLAZE.  CONTINUE NORTHERLY FOR ABOUT 1.0 MILE TO HIGHEST POINT
 EK0817'AND STATION AS DESCRIBED.
 EK0817'
 EK0817'1952 OBSERVATIONS TAKEN FROM A 4 FOOT STAND.
 EK0817
 EK0817                          STATION RECOVERY (1956)
 EK0817
 EK0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EK0817'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EK0817'RECOVERED AS DESCRIBED IN 1952 AND FOUND IN GOOD CONDITION.
 EK0817'A DIFFERENCE IN THE DISTANCES TO THE REFERENCE MARKS WAS
 EK0817'NOTED AND A SLIGHT DIFFERENCE IN THE DIRECTION TO REFERENCE
 EK0817'MARK 2 WAS NOTED.
 EK0817'
 EK0817'THE PREVIOUS RECOVERY NOTE IS ADEQUATE FOR RECOVERY.  HOWEVER,
 EK0817'DUE TO NEW LOGGING ROADS IN THE 00CINITY OF THE STATION, THE
 EK0817'COMPLETE ROUTE TO STATION IS AS FOLLOWS--
 EK0817'
 EK0817'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 EK0817'HIGHWAY 8 IN MENA, GO NORTHEASTERLY ON U.S. HIGHWAY 71 FOR
 EK0817'5.6 MILES TO THE JUNCTION WITH U.S. HIGHWAY 270.  CONTINUE
 EK0817'NORTHEASTERLY ON THE HIGHWAY FOR 3.15 MILES TO A T-ROAD RIGHT.
 EK0817'TURN RIGHT AND FOLLOW MAIN GRAVEL ROAD EASTERLY FOR 5.9 MILES
 EK0817'TO A TRACK ROAD LEFT AND THE AZIMUTH MARK IN THE NORTHEAST
 EK0817'CORNER OF THE INTERSECTION, JUST SOUTHWEST OF A SMALL FARM
 EK0817'HOUSE.  TURN LEFT, NORTH, ON A TRACK ROAD FOR 0.5 MILE TO WHERE
 EK0817'ROAD TURNS EAST, CONTINUE EAST AND NORTHERLY ON MAIN ROAD
 EK0817'FOR 0.65 MILE TO KEEP RIGHT FORK FOR ABOUT 40 YARDS TO ANOTHER
 EK0817'FORK.  TAKE LEFT FORK AND GO 0.15 MILE TO A FORK.  KEEP LEFT
 EK0817'FORK ON MAIN WOODS ROAD FOR 0.5 MILE TO A FORK.  TAKE LEFT
 EK0817'FORK, NORTHERLY FOR 0.25 MILE TO THE END OF THE ROAD AND THE
 EK0817'END OF TRUCK TRAVEL.  START ON BLAZED TRAIL ON EAST SIDE OF
 EK0817'ROAD, THENCE PACK NORTHERLY ON DIM TRAIL TO SUMMIT AND STATION.
 EK0817'ABOUT 1 1/4-HOUR PACK FOR THE O-PARTY.
 EK0817
 EK0817                          STATION RECOVERY (1961)
 EK0817
 EK0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0817'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0817'CONDITION.
 EK0817'
 EK0817'THE 1956 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 EK0817'RECOVERY BUT IT MIGHT BE POSSIBLE TO DRIVE NEARER THE STATION
 EK0817'IN A 4-WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1887 ***********************************************************************
 FG1887  DESIGNATION -  BLUE
 FG1887  PID         -  FG1887
 FG1887  STATE/COUNTY-  AR/YELL
 FG1887  USGS QUAD   -  BLUE MOUNTAIN DAM (1982)
 FG1887
 FG1887                         *CURRENT SURVEY CONTROL
 FG1887  ___________________________________________________________________
 FG1887* NAD 83(1997)-  35 06 02.58228(N)    093 38 56.89044(W)     ADJUSTED  
 FG1887* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 FG1887  ___________________________________________________________________
 FG1887  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 FG1887  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FG1887
 FG1887  HORZ ORDER  -  FIRST
 FG1887
 FG1887.The horizontal coordinates were established by classical geodetic methods
 FG1887.and adjusted by the National Geodetic Survey in September 1999..
 FG1887
 FG1887.The orthometric height was scaled from a topographic map.
 FG1887
 FG1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1887
 FG1887.The geoid height was determined by GEOID03.
 FG1887
 FG1887;                    North         East     Units Scale Factor Converg.
 FG1887;SPC AR N     -    86,394.019   249,649.416   MT  0.99997131   -0 57 34.7
 FG1887;SPC AR N     -   283,444.38    819,058.13   sFT  0.99997131   -0 57 34.7
 FG1887;UTM  15      - 3,884,405.040   440,837.485   MT  0.99964314   -0 22 23.8
 FG1887
 FG1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1887!SPC AR N     -   0.99997737  x   0.99997131  =   0.99994868
 FG1887!UTM  15      -   0.99997737  x   0.99964314  =   0.99962052
 FG1887
 FG1887|---------------------------------------------------------------------|
 FG1887| PID    Reference Object                     Distance      Geod. Az  |
 FG1887|                                                           dddmmss.s |
 FG1887| CI1180 BLUE RM 1                            12.749 METERS 14221     |
 FG1887| CI1179 BLUE AZ MK                                         1485841.8 |
 FG1887| CI1181 BLUE RM 2                            22.317 METERS 23428     |
 FG1887|---------------------------------------------------------------------|
 FG1887
 FG1887                          SUPERSEDED SURVEY CONTROL
 FG1887
 FG1887  NAD 83(1997)-  35 06 02.59258(N)    093 38 56.88765(W) AD(       ) 1
 FG1887  NAD 83(1986)-  35 06 02.59211(N)    093 38 56.88437(W) AD(       ) 1
 FG1887  NAD 27      -  35 06 02.26000(N)    093 38 56.19100(W) AD(       ) 1
 FG1887
 FG1887.Superseded values are not recommended for survey control.
 FG1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1887.See file dsdata.txt to determine how the superseded data were derived.
 FG1887
 FG1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4083784405(NAD 83)
 FG1887_MARKER: DS = TRIANGULATION STATION DISK
 FG1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1887
 FG1887  HISTORY     - Date     Condition        Report By
 FG1887  HISTORY     - 1940     MONUMENTED       CGS
 FG1887  HISTORY     - 1952     SEE DESCRIPTION  ARHD
 FG1887  HISTORY     - 1952     MARK NOT FOUND   CGS
 FG1887
 FG1887                          STATION DESCRIPTION
 FG1887
 FG1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1887'STATION IS LOCATED ON A LOW RIDGE S OF MAGAZINE MOUNTAIN
 FG1887'NEAR THE S END OF THE BLUE MOUNTAIN DAM SITE.
 FG1887'
 FG1887'SURFACE, UNDERGROUND, REFERENCE MARK NO.1 AND AZIMUTH MARK
 FG1887'ARE STANDARD DISKS SET IN CONCRETE.
 FG1887'
 FG1887'STATION MARK IS STAMPED BLUE 1940.
 FG1887'
 FG1887'REFERENCE MARK NO.1 IS STAMPED BLUE NO.1 1940 AND PROJECTS
 FG1887'6 INCHES.  IT IS ESE OF THE STATION, 10 FEET S OF THE WOODS
 FG1887'ROAD.
 FG1887'
 FG1887'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN THE TOP OF
 FG1887'A LARGE BOULDER AND IS STAMPED BLUE NO.2 1940.  IT IS SW
 FG1887'OF THE STATION ON THE S SIDE OF THE WOODS ROAD, AND 4 FEET
 FG1887'SW OF U.S.E.D. CORE HOLE NO.32.
 FG1887'
 FG1887'THE AZIMUTH MARK IS STAMPED BLUE 1940.  IT IS APPROXIMATELY
 FG1887'0.5 MILE SE OF THE STATION ON THE S SIDE OF THE ROAD.  TO
 FG1887'REACH FROM THE STATION RETURN TO THE HIGHWAY AND GO E 0.3
 FG1887'MILE TO THE AZIMUTH MARK ON THE RIGHT.  MARK IS SET 21 FEET
 FG1887'S OF THE CENTER LINE OF THE ROAD, 1 FOOT N OF THE BARNYARD
 FG1887'FENCE, 72 FEET E AND 25 FEET N OF THE NE CORNER OF A TIN-ROOFED
 FG1887'HOUSE, AND 4 FEET W OF A STANDARD REFERENCE POST.
 FG1887'
 FG1887'TO REACH THE STATION FROM THE RAILROAD STATION IN HAVANA GO
 FG1887'W ON STATE ROAD 10 FOR 6.4 MILES TO MC BRIDES STORE ON
 FG1887'THE LEFT AND A SIDE ROAD LEFT, TURN LEFT AND GO S 2.4 MILES
 FG1887'TO A T-INTERSECTION, TURN RIGHT AND GO W 0.8 MILE TO A LANE
 FG1887'ON THE RIGHT AT THE FOOT OF A SMALL HILL AND A SIGN BLUE MOUNTAIN
 FG1887'DAM 1/4 MILE, TURN RIGHT AND GO 0.3 MILE, TAKE LEFT FORK
 FG1887'AND GO 0.2 MILE TO FORK AT FOOT OF HILL, TAKE RIGHT FORK
 FG1887'AND FOLLOW CREST OF THE RIDGE 0.35 MILE TO STATION ON THE
 FG1887'LEFT.  THE MARK IS SET ON THE N SIDE OF THE CREST, 24 FEET N OF
 FG1887'THE WOODS ROAD, AND 40 FEET W OF A TRIANGLE-BLAZED DEAD OAK
 FG1887'TREE.
 FG1887
 FG1887                          STATION RECOVERY (1952)
 FG1887
 FG1887'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1952 (HAS)
 FG1887'STATION SURFACE MARK AND REFERENCE MARK 1 WERE SCRAPED OUT
 FG1887'AND ROLLED ASIDE, WHEN THE TOP OF THE HILL WAS BULLDOZED OFF
 FG1887'FOR A PARKING LOT FOR THE PICNIC AREA.  (S OF THE S ABUTMENT
 FG1887'OF THE BLUE MOUNTAIN DAM.)
 FG1887'
 FG1887'THE STATION IS 6-1/2 MI. W OF HAVANA.
 FG1887
 FG1887                          STATION RECOVERY (1952)
 FG1887
 FG1887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 FG1887'LETTER OF COMDR. DON A. JONES, CHIEF OF PARTY, MENA, ARKANSAS,
 FG1887'DATED 16 APRIL 1952-
 FG1887'
 FG1887'THE SUBSURFACE MARK COULD NOT BE RECOVERED, AND REFERENCE
 FG1887'MARK 2 WAS FOUND REMOVED FROM ITS ORIGINAL POSITION.  THE
 FG1887'AZIMUTH MARK WAS RECOVERED.
 FG1887'
 FG1887'AN INVESTIGATION WAS MADE TO DETERMINE THE POSSIBILITY OF
 FG1887'REESTABLISHING THE STATION BY OBSERVATIONS, AND IT WAS FOUND
 FG1887'THAT TOWERS OR CONSIDERABLE CLEARING WOULD BE NECESSARY
 FG1887'TO SEE BETWEEN STATIONS GOAT AND MAGAZINE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2046 ***********************************************************************
 FF2046  DESIGNATION -  BLUE
 FF2046  PID         -  FF2046
 FF2046  STATE/COUNTY-  AR/CRITTENDEN
 FF2046  USGS QUAD   -  EDMONDSON (1981)
 FF2046
 FF2046                         *CURRENT SURVEY CONTROL
 FF2046  ___________________________________________________________________
 FF2046* NAD 83(1997)-  35 01 47.92930(N)    090 19 14.91053(W)     ADJUSTED  
 FF2046* NAVD 88     -        71.4    (meters)     234.     (feet)  VERTCON   
 FF2046  ___________________________________________________________________
 FF2046  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FF2046  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FF2046
 FF2046  HORZ ORDER  -  FIRST
 FF2046
 FF2046.The horizontal coordinates were established by classical geodetic methods
 FF2046.and adjusted by the National Geodetic Survey in September 1999..
 FF2046
 FF2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2046
 FF2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2046
 FF2046.The geoid height was determined by GEOID03.
 FF2046
 FF2046;                    North         East     Units Scale Factor Converg.
 FF2046;SPC AR N     -    78,593.973   553,224.265   MT  0.99998241   +0 58 37.6
 FF2046;SPC AR N     -   257,853.73  1,815,036.61   sFT  0.99998241   +0 58 37.6
 FF2046;SPC TN       -    85,997.263   205,815.127   MT  1.00004611   -2 31 46.5
 FF2046;SPC TN       -   282,142.69    675,245.13   sFT  1.00004611   -2 31 46.5
 FF2046;UTM  15      - 3,879,649.446   744,422.081   MT  1.00033636   +1 32 19.1
 FF2046
 FF2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2046!SPC AR N     -   0.99999305  x   0.99998241  =   0.99997546
 FF2046!SPC TN       -   0.99999305  x   1.00004611  =   1.00003916
 FF2046!UTM  15      -   0.99999305  x   1.00033636  =   1.00032941
 FF2046
 FF2046|---------------------------------------------------------------------|
 FF2046| PID    Reference Object                     Distance      Geod. Az  |
 FF2046|                                                           dddmmss.s |
 FF2046| CI3029 BLUE RM 1                            23.213 METERS 16753     |
 FF2046| FF2049 BLUE AZ MK                          367.906 METERS 22418     |
 FF2046| FF2048 BLUE AZ MK TPT                      362.663 METERS 22418     |
 FF2046| CI3030 BLUE RM 2                            22.366 METERS 26634     |
 FF2046| FF2047 Y 218 TPT                           APPROX. 0.5 KM 3554358.7 |
 FF2046| FF1026 Y 218                               APPROX. 0.6 KM 3554402.6 |
 FF2046|---------------------------------------------------------------------|
 FF2046
 FF2046                          SUPERSEDED SURVEY CONTROL
 FF2046
 FF2046  NAD 83(1997)-  35 01 47.92934(N)    090 19 14.91050(W) AD(       ) 1
 FF2046  NAD 83(1997)-  35 01 47.93016(N)    090 19 14.91044(W) AD(       ) 1
 FF2046  NAD 83(1997)-  35 01 47.93817(N)    090 19 14.91092(W) AD(       ) 1
 FF2046  NAD 83(1986)-  35 01 47.93888(N)    090 19 14.91069(W) AD(       ) 1
 FF2046  NAD 27      -  35 01 47.59953(N)    090 19 14.55897(W) AD(       ) 1
 FF2046  NGVD 29 (07/19/86)   71.4    (m)          234.     (f) VERT ANG       
 FF2046
 FF2046.Superseded values are not recommended for survey control.
 FF2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2046.See file dsdata.txt to determine how the superseded data were derived.
 FF2046
 FF2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4442279649(NAD 83)
 FF2046_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2046_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF2046
 FF2046  HISTORY     - Date     Condition        Report By
 FF2046  HISTORY     - 1979     MONUMENTED       NGS
 FF2046
 FF2046                          STATION DESCRIPTION
 FF2046
 FF2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2046'THE STATION IS LOCATED ABOUT 16.9 KILOMETERS (10-1/2 MI)
 FF2046'NORTHEAST OF HUGHES, 10.5 KILOMETERS (6-1/2 MI)
 FF2046'NORTH OF HORSESHOE LAKE, ON A SPUR LEVEE JUST OFF OF THE
 FF2046'MAIN LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.
 FF2046'PERMISSION FOR THE STATION WAS OBTAINED FROM
 FF2046'THE CHIEF ENGINEER OF THE ST FRANCIS LEVEE DISTRICT,
 FF2046'MR. BURRELL B. FAIR, P.O. BOX 308,
 FF2046'WEST MEMPHIS, AR 72301.
 FF2046'TELEPHONE NUMBER 501-735-1062.
 FF2046'
 FF2046'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 50
 FF2046'AND 147, ABOUT 5 MILES (8 KM) SOUTHWEST OF MIDWAY
 FF2046'CORNERS, GO NORTH ON STATE ROUTE 147 FOR 0.25 MILE (0.4 KM)
 FF2046'TO A GRAVEL SIDE ROAD RIGHT AT SIGN (BLUE LAKE).  TURN RIGHT
 FF2046'AND GO EASTERLY ON THE GRAVELED ROAD FOR 0.75 MILE (1.2 KM)
 FF2046'TO A FORK.  TAKE THE LEFT FORK AND GO EAST-NORTHEAST FOR
 FF2046'0.2 MILE (0.3 KM) TO THE TOP OF THE LEVEE.  TURN LEFT AND
 FF2046'GO NORTHERLY ALONG THE TOP OF THE LEVEE FOR 0.05 MILE (0.1 KM)
 FF2046'TO A SPUR LEVEE RIGHT AND THE STATION ON THE RIGHT.
 FF2046'
 FF2046'THE STATION IS A STANDARD NGS DISK
 FF2046'STAMPED---BLUE 1979---,
 FF2046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2046'FLUSH WITH GROUND.  IT IS LOCATED
 FF2046'11.4 METERS EAST-SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD,
 FF2046'2.2 METERS SOUTHEAST FROM A METAL WITNESS POST AND NEAR THE
 FF2046'CENTER OF THE SPUR LEVEE.
 FF2046'
 FF2046'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF2046'STAMPED---BLUE 1979---,
 FF2046'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE
 FF2046'GROUND.
 FF2046'
 FF2046'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 FF2046'STAMPED---BLUE NO 1 1979---,
 FF2046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2046'FLUSH WITH GROUND.  IT IS LOCATED
 FF2046'30.2 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD,
 FF2046'3.0 METERS EAST FROM THE CENTER OF THE SPUR LEVEE, AND
 FF2046'0.5 METERS NORTHWEST FROM A METAL WITNESS POST.
 FF2046'MARK IS LEVEL WITH STATION.
 FF2046'
 FF2046'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 FF2046'STAMPED---BLUE NO 2 1979---,
 FF2046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2046'FLUSH WITH GROUND.  IT IS LOCATED
 FF2046'4.2 METERS WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2046'0.3 METERS SOUTHEAST FROM A METAL WITNESS POST.
 FF2046'MARK IS LEVEL WITH STATION.
 FF2046'
 FF2046'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 FF2046'STAMPED---BLUE 1979---,
 FF2046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2046'FLUSH WITH GROUND.  IT IS LOCATED
 FF2046'5.8 METERS WEST FROM THE CENTER OF A ROAD,
 FF2046'2.71 METERS EAST-SOUTHEAST FROM THE CENTER OF A GATE, AND
 FF2046'0.40 METERS NORTH-NORTHEAST FROM A METAL WITNESS POST.
 FF2046'
 FF2046'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWESTERLY
 FF2046'ON THE LEVEE ROAD FOR 0.25 MILE (0.4 KM) TO THE MARK ON THE LEFT.
 FF2046'
 FF2046'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2049 ***********************************************************************
 FF2049  DESIGNATION -  BLUE AZ MK
 FF2049  PID         -  FF2049
 FF2049  STATE/COUNTY-  AR/CRITTENDEN
 FF2049  USGS QUAD   -  EDMONDSON (1981)
 FF2049
 FF2049                         *CURRENT SURVEY CONTROL
 FF2049  ___________________________________________________________________
 FF2049* NAD 83(1997)-  35 01 39.38453(N)    090 19 25.04646(W)     ADJUSTED  
 FF2049* NAVD 88     -        72.5    (meters)     238.     (feet)  VERTCON   
 FF2049  ___________________________________________________________________
 FF2049  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FF2049  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FF2049
 FF2049  HORZ ORDER  -  SECOND
 FF2049
 FF2049.The horizontal coordinates were established by classical geodetic methods
 FF2049.and adjusted by the National Geodetic Survey in September 1999..
 FF2049
 FF2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2049
 FF2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2049
 FF2049.The geoid height was determined by GEOID03.
 FF2049
 FF2049;                    North         East     Units Scale Factor Converg.
 FF2049;SPC AR N     -    78,326.314   552,971.858   MT  0.99998280   +0 58 31.7
 FF2049;SPC AR N     -   256,975.58  1,814,208.50   sFT  0.99998280   +0 58 31.7
 FF2049;SPC TN       -    85,745.528   205,546.804   MT  1.00004669   -2 31 52.4
 FF2049;SPC TN       -   281,316.79    674,364.81   sFT  1.00004669   -2 31 52.4
 FF2049;UTM  15      - 3,879,379.231   744,172.221   MT  1.00033485   +1 32 12.9
 FF2049
 FF2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2049!SPC AR N     -   0.99999288  x   0.99998280  =   0.99997568
 FF2049!SPC TN       -   0.99999288  x   1.00004669  =   1.00003957
 FF2049!UTM  15      -   0.99999288  x   1.00033485  =   1.00032772
 FF2049
 FF2049                          SUPERSEDED SURVEY CONTROL
 FF2049
 FF2049  NAD 83(1997)-  35 01 39.38456(N)    090 19 25.04642(W) AD(       ) 2
 FF2049  NAD 83(1997)-  35 01 39.38537(N)    090 19 25.04635(W) AD(       ) 2
 FF2049  NAD 83(1997)-  35 01 39.39349(N)    090 19 25.04696(W) AD(       ) 2
 FF2049  NAD 83(1986)-  35 01 39.39410(N)    090 19 25.04661(W) AD(       ) 2
 FF2049  NAD 27      -  35 01 39.05455(N)    090 19 24.69459(W) AD(       ) 2
 FF2049  NGVD 29 (07/19/86)   72.5    (m)          238.     (f) VERT ANG       
 FF2049
 FF2049.Superseded values are not recommended for survey control.
 FF2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2049.See file dsdata.txt to determine how the superseded data were derived.
 FF2049
 FF2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4417279379(NAD 83)
 FF2049_MARKER: DZ = AZIMUTH MARK DISK
 FF2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF2049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2049+STABILITY: SURFACE MOTION
 FF2049
 FF2049  HISTORY     - Date     Condition        Report By
 FF2049  HISTORY     - 1979     MONUMENTED       NGS
 FF2049
 FF2049                          STATION DESCRIPTION
 FF2049
 FF2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2049'THE STATION IS LOCATED ABOUT 16.9 KM
 FF2049'NORTHEAST OF HUGHES, 10.5 KM
 FF2049'NORTH OF HORSESHOE LAKE AND ON THE
 FF2049'MAIN LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.
 FF2049'PERMISSION FOR THE STATION WAS OBTAINED FROM
 FF2049'THE CHIEF ENGINEER OF THE ST FRANCIS LEVEE DISTRICT,
 FF2049'MR. BURRELL B. FAIR, P.O. BOX 308,
 FF2049'WEST MEMPHIS, AR 73301.
 FF2049'TELEPHONE NUMBER 501-735-1062.
 FF2049'
 FF2049'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 50
 FF2049'AND 147, ABOUT 5 MILES (8 KM) SOUTHWEST OF MIDWAY
 FF2049'CORNERS, GO NORTH ON STATE ROUTE 147 FOR 0.4 KM (0.25 MI)
 FF2049'TO A GRAVEL SIDE ROAD RIGHT AT SIGN (BLUE LAKE).  TURN RIGHT
 FF2049'AND GO EASTERLY ON THE GRAVELED ROAD FOR 1.2 KM (0.75 MI)
 FF2049'TO A FORK.  TAKE THE RIGHT FORK AND GO EAST-SOUTHEAST FOR
 FF2049'0.3 KM (0.2 MI) TO THE TOP OF THE LEVEE AND THE STATION
 FF2049'ON THE RIGHT.
 FF2049'
 FF2049'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FF2049'STAMPED---BLUE 1979---,
 FF2049'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2049'FLUSH WITH GROUND.  IT IS LOCATED
 FF2049'5.8 METERS WEST FROM THE CENTER OF A ROAD,
 FF2049'2.71 METERS EAST-SOUTHEAST FROM THE CENTER OF A GATE, AND
 FF2049'0.40 METER NORTH-NORTHEAST FROM A METAL WITNESS POST.
 FF2049'
 FF2049'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0865 ***********************************************************************
 EK0865  DESIGNATION -  BLUE RIDGE LOOKOUT TOWER
 EK0865  PID         -  EK0865
 EK0865  STATE/COUNTY-  AR/HOWARD
 EK0865  USGS QUAD   -  DIERKS DAM (1966)
 EK0865
 EK0865                         *CURRENT SURVEY CONTROL
 EK0865  ___________________________________________________________________
 EK0865* NAD 83(1997)-  34 09 41.26420(N)    094 00 07.79227(W)     ADJUSTED  
 EK0865* NAVD 88     -                                                        
 EK0865  ___________________________________________________________________
 EK0865  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 EK0865  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EK0865
 EK0865  HORZ ORDER  -  THIRD
 EK0865
 EK0865.The horizontal coordinates were established by classical geodetic methods
 EK0865.and adjusted by the National Geodetic Survey in September 1999..
 EK0865
 EK0865
 EK0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0865
 EK0865.The geoid height was determined by GEOID03.
 EK0865
 EK0865;                    North         East     Units Scale Factor Converg.
 EK0865;SPC AR S     -   567,596.549   215,407.532   MT  0.99992092   -1 07 14.1
 EK0865;SPC AR S     - 1,862,189.68    706,716.21   sFT  0.99992092   -1 07 14.1
 EK0865;UTM  15      - 3,780,512.493   407,625.996   MT  0.99970518   -0 33 46.0
 EK0865
 EK0865                          SUPERSEDED SURVEY CONTROL
 EK0865
 EK0865  NAD 83(1997)-  34 09 41.26968(N)    094 00 07.78875(W) AD(       ) 4
 EK0865  NAD 83(1986)-  34 09 41.27376(N)    094 00 07.78446(W) AD(       ) 4
 EK0865  NAD 27      -  34 09 40.86700(N)    094 00 07.08400(W) AD(       ) 3
 EK0865
 EK0865.Superseded values are not recommended for survey control.
 EK0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0865.See file dsdata.txt to determine how the superseded data were derived.
 EK0865
 EK0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0762680512(NAD 83)
 EK0865_MARKER: 57 = LOOKOUT TOWER
 EK0865
 EK0865  HISTORY     - Date     Condition        Report By
 EK0865  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0865
 EK0865                          STATION DESCRIPTION
 EK0865
 EK0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 EK0865'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF DIERKS.
 EK0865'IT IS A FOUR LEGGED STEEL STRUCTURE HAVING AN OBSERVATION CABIN
 EK0865'ON THE TOP, AND IT IS ABOUT 120 FEET IN HEIGHT.  A TRAVERSE
 EK0865'CONNECTION WAS MADE FROM TRIANGULATION STATION DIERKS TO
 EK0865'THE CENTER OF THE BASE OF THE TOWER, AND THE DISTANCE WAS FOUND
 EK0865'TO BE 118.95 FEET AND (36.256 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1094 ***********************************************************************
 EH1094  DESIGNATION -  BLUFF
 EH1094  PID         -  EH1094
 EH1094  STATE/COUNTY-  AR/PRAIRIE
 EH1094  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1094
 EH1094                         *CURRENT SURVEY CONTROL
 EH1094  ___________________________________________________________________
 EH1094* NAD 83(1997)-  34 47 16.63976(N)    091 28 13.39722(W)     ADJUSTED  
 EH1094* NAVD 88     -        64.730  (meters)     212.37   (feet)  ADJUSTED  
 EH1094  ___________________________________________________________________
 EH1094  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 EH1094  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1094  DYNAMIC HT  -          64.669 (meters)     212.17  (feet)  COMP
 EH1094  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 EH1094
 EH1094  HORZ ORDER  -  FIRST
 EH1094  VERT ORDER  -  FIRST     CLASS II
 EH1094
 EH1094.The horizontal coordinates were established by classical geodetic methods
 EH1094.and adjusted by the National Geodetic Survey in September 1999..
 EH1094
 EH1094.The orthometric height was determined by differential leveling
 EH1094.and adjusted by the National Geodetic Survey in June 1991..
 EH1094.WARNING-Repeat measurements at this control monument indicate possible
 EH1094.vertical movement.
 EH1094
 EH1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1094
 EH1094.The geoid height was determined by GEOID03.
 EH1094
 EH1094.The dynamic height is computed by dividing the NAVD 88
 EH1094.geopotential number by the normal gravity value computed on the
 EH1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1094.degrees latitude (g = 980.6199 gals.).
 EH1094
 EH1094.The modeled gravity was interpolated from observed gravity values.
 EH1094
 EH1094;                    North         East     Units Scale Factor Converg.
 EH1094;SPC AR S     -   635,410.984   448,471.707   MT  1.00000482   +0 17 47.1
 EH1094;SPC AR S     - 2,084,677.54  1,471,360.93   sFT  1.00000482   +0 17 47.1
 EH1094;UTM  15      - 3,850,594.485   639,944.583   MT  0.99984138   +0 52 22.3
 EH1094
 EH1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1094!SPC AR S     -   0.99999406  x   1.00000482  =   0.99999888
 EH1094!UTM  15      -   0.99999406  x   0.99984138  =   0.99983544
 EH1094
 EH1094:                Primary Azimuth Mark                     Grid Az
 EH1094:SPC AR S     -  DEVALL                                   099 29 06.9
 EH1094:UTM  15      -  DEVALL                                   098 54 31.7
 EH1094
 EH1094|---------------------------------------------------------------------|
 EH1094| PID    Reference Object                     Distance      Geod. Az  |
 EH1094|                                                           dddmmss.s |
 EH1094| EH2458 DEVALL                              APPROX. 1.1 KM 0994654.0 |
 EH1094| EH1095 BLUFF RM 1                           27.265 METERS 26245     |
 EH1094|---------------------------------------------------------------------|
 EH1094
 EH1094                          SUPERSEDED SURVEY CONTROL
 EH1094
 EH1094  NAD 83(1986)-  34 47 16.64549(N)    091 28 13.39316(W) AD(       ) 1
 EH1094  NAD 27      -  34 47 16.30727(N)    091 28 12.92479(W) AD(       ) 1
 EH1094  NGVD 29 (??/??/??)   64.733  (m)          212.38   (f) ADJUSTED    1 2
 EH1094
 EH1094.Superseded values are not recommended for survey control.
 EH1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1094.See file dsdata.txt to determine how the superseded data were derived.
 EH1094
 EH1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3994550594(NAD 83)
 EH1094_MARKER: DS = TRIANGULATION STATION DISK
 EH1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1094_STAMPING: BLUFF B M 1916 1920
 EH1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1094+STABILITY: SURFACE MOTION
 EH1094
 EH1094  HISTORY     - Date     Condition        Report By
 EH1094  HISTORY     - 1916     MONUMENTED       CGS
 EH1094  HISTORY     - 1935     GOOD             CGS
 EH1094  HISTORY     - 1954     GOOD             CGS
 EH1094  HISTORY     - 1954     GOOD             CGS
 EH1094
 EH1094                          STATION DESCRIPTION
 EH1094
 EH1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH1094'STATION IS ON THE RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH1094'RAILWAY, 4.7 METERS (15 FEET) S FROM S EDGE OF CUT ON N SIDE OF
 EH1094'HILL, ABOUT 0.6 MILE W OF DE VALLS BLUFF RAILWAY STATION, ABOUT
 EH1094'40 METERS (131 FEET) E OF YARD LIMIT BOARD, 80 METERS (262 FEET)
 EH1094'E OF CONCRETE CULVERT WHICH PASSES UNDER TRACKS, 1.88 METERS (6.2
 EH1094'FEET) N OF S RIGHT-OF-WAY FENCE 15.07 METERS (49.4 FEET) S OF S
 EH1094'RAIL OF MAIN TRACK, AND ABOUT 3.4 METERS (11 FEET) ABOVE RAIL.
 EH1094'
 EH1094'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 EH1094'CONCRETE.
 EH1094'
 EH1094'A STANDARD REFERENCE DISK SET IN CONCRETE, IS ABOUT
 EH1094'0.7 METER (2 FEET) N OF S RIGHT-OF-WAY FENCE AND 27.265 METERS
 EH1094'(89.45 FEET) FROM STATION, S 82 DEG 45 MIN W.
 EH1094'
 EH1094'STATION AND REFERENCE MARKS ARE STAMPED BLUFF 1916 B.M. 1920.
 EH1094'ELEVATION OF STATION IS 64.698 METERS (212.263 FEET).
 EH1094
 EH1094                          STATION RECOVERY (1935)
 EH1094
 EH1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH1094'STATION RECOVERED, IN GOOD CONDITION, AS DESCRIBED.
 EH1094'
 EH1094'REFERENCE MARK NO.1 (1916) RECOVERED IN GOOD CONDITION, AT GROUND
 EH1094'SURFACE IN PASTURE LOT, 10.5 FEET S OF S RIGHT-OF-WAY FENCE AND
 EH1094'3.6 FEET E OF AN E-W WIRE FENCE BETWEEN PASTURE AND A PINE GROVE,
 EH1094'27.25 METERS (89.45 FEET) FROM STATION, S 82 DEG 45 MIN W.
 EH1094'
 EH1094'REFERENCE MARK NO.2 (1935) IS A STANDARD BRONZE DISK SET IN A
 EH1094'14- BY 14- BY 30-INCH CONCRETE PIER, 16.87 FEET N OF N RAILROAD
 EH1094'RAIL, 33.4 FEET SW OF THE 1ST TELEGRAPH POLE W OF MILEPOST 87,
 EH1094'23.11 METERS (75.81 FEET) FROM STATION, N 01 DEG 37 MIN W.
 EH1094'TO REFERENCE MARK NO.1 IT IS 37.23 METERS (122.10 FEET),
 EH1094'S 45 DEG 41 MIN W.
 EH1094
 EH1094                          STATION RECOVERY (1954)
 EH1094
 EH1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH1094'0.8 MI. W ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1094'FROM THE STATION AT DE VALLS BLUFF, 1 POLE W OF MILEPOST 87,
 EH1094'90 FT. E OF A FENCE LEADING S, 54 FT. S OF THE S RAIL, 20 FT. NW
 EH1094'OF A TELEPHONE POLE, 5.4 FT. N OF A FENCE, AND 1.3 FT. W OF A
 EH1094'WITNESS POST.  A TRIANGULATION-STATION DISK, SET IN THE TOP
 EH1094'OF A CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND,
 EH1094'AND STAMPED BLUFF BM 1916 1920.
 EH1094'
 EH1094'REFERENCE MARK 1 IS 89.4 FT. W OF THE STATION, 69 FT. S OF THE
 EH1094'S RAIL, 14.4 FT. SE OF A TELEPHONE POLE, 9 FT. S OF A FENCE, AND
 EH1094'1.4 FT. E OF A FENCE.  A REFERENCE-MARK DISK, SET IN THE TOP OF A
 EH1094'CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, AND STAMPED
 EH1094'BLUFF RM 1 BM 1916 1920.
 EH1094'
 EH1094'REFERENCE MARK 2 IS 75.8 FT. N OF THE STATION, 33.7 FT. SW OF
 EH1094'THE FIRST POLE W OF MILEPOST 87, 16.7 FT. N OF THE N RAIL, AND
 EH1094'4.5 FT. BELOW THE TOP OF THE RAILS.  A REFERENCE-MARK DISK, SET
 EH1094'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND
 EH1094'STAMPED RM 2 BLUFF 1916 1920.
 EH1094
 EH1094                          STATION RECOVERY (1954)
 EH1094
 EH1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1094'0.8 MI W FROM DE VALLS BLUFF.
 EH1094'0.8 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1094'THE STATION AT DE VALLS BLUFF, 1 POLE WEST OF MILEPOST 87, 90 FEET
 EH1094'EAST OF A FENCE LEADING SOUTH, 54 FEET SOUTH OF THE SOUTH RAIL, 20
 EH1094'FEET NORTHWEST OF A TELEPHONE POLE, 5.4 FEET NORTH OF A FENCE, 1.3
 EH1094'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1094'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1095 ***********************************************************************
 EH1095  DESIGNATION -  BLUFF RM 1
 EH1095  PID         -  EH1095
 EH1095  STATE/COUNTY-  AR/PRAIRIE
 EH1095  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1095
 EH1095                         *CURRENT SURVEY CONTROL
 EH1095  ___________________________________________________________________
 EH1095* NAD 83(1986)-  34 47 16.     (N)    091 28 12.     (W)     SCALED    
 EH1095* NAVD 88     -        64.837  (meters)     212.72   (feet)  ADJUSTED  
 EH1095  ___________________________________________________________________
 EH1095  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1095  DYNAMIC HT  -          64.776 (meters)     212.52  (feet)  COMP
 EH1095  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 EH1095
 EH1095  VERT ORDER  -  FIRST     CLASS II
 EH1095
 EH1095.The horizontal coordinates were scaled from a topographic map and have
 EH1095.an estimated accuracy of +/- 6 seconds.
 EH1095
 EH1095.The orthometric height was determined by differential leveling
 EH1095.and adjusted by the National Geodetic Survey in June 1991..
 EH1095
 EH1095.The geoid height was determined by GEOID03.
 EH1095
 EH1095.The dynamic height is computed by dividing the NAVD 88
 EH1095.geopotential number by the normal gravity value computed on the
 EH1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1095.degrees latitude (g = 980.6199 gals.).
 EH1095
 EH1095.The modeled gravity was interpolated from observed gravity values.
 EH1095
 EH1095;                    North         East    Units  Estimated Accuracy
 EH1095;SPC AR S     -   635,390.      448,510.      MT  (+/- 180 meters Scaled)
 EH1095
 EH1095                          SUPERSEDED SURVEY CONTROL
 EH1095
 EH1095  NGVD 29 (??/??/??)   64.840  (m)          212.73   (f) ADJUSTED    1 2
 EH1095
 EH1095.Superseded values are not recommended for survey control.
 EH1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1095.See file dsdata.txt to determine how the superseded data were derived.
 EH1095
 EH1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU399505(NAD 83)
 EH1095_MARKER: DR = REFERENCE MARK DISK
 EH1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1095_STAMPING: BLUFF R M 1 B M 1916 1920
 EH1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1095+STABILITY: SURFACE MOTION
 EH1095
 EH1095  HISTORY     - Date     Condition        Report By
 EH1095  HISTORY     - 1916     MONUMENTED       CGS
 EH1095  HISTORY     - 1954     GOOD             CGS
 EH1095
 EH1095                          STATION DESCRIPTION
 EH1095
 EH1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1095'0.8 MI W FROM DE VALLS BLUFF.
 EH1095'0.8 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1095'THE STATION AT DE VALLS BLUFF, 89.4 FEET WEST OF TRIANGULATION STATION
 EH1095'BLUFF, 69 FEET SOUTH OF THE SOUTH RAIL, 14.4 FEET SOUTHEAST OF A
 EH1095'TELEPHONE POLE, 9 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A FENCE, SET
 EH1095'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 EH1095'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1096 ***********************************************************************
 EH1096  DESIGNATION -  BLUFF RM 2
 EH1096  PID         -  EH1096
 EH1096  STATE/COUNTY-  AR/PRAIRIE
 EH1096  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1096
 EH1096                         *CURRENT SURVEY CONTROL
 EH1096  ___________________________________________________________________
 EH1096* NAD 83(1986)-  34 47 15.     (N)    091 28 12.     (W)     SCALED    
 EH1096* NAVD 88     -        60.231  (meters)     197.61   (feet)  ADJUSTED  
 EH1096  ___________________________________________________________________
 EH1096  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1096  DYNAMIC HT  -          60.175 (meters)     197.42  (feet)  COMP
 EH1096  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 EH1096
 EH1096  VERT ORDER  -  FIRST     CLASS II
 EH1096
 EH1096.The horizontal coordinates were scaled from a topographic map and have
 EH1096.an estimated accuracy of +/- 6 seconds.
 EH1096
 EH1096.The orthometric height was determined by differential leveling
 EH1096.and adjusted by the National Geodetic Survey in June 1991..
 EH1096
 EH1096.The geoid height was determined by GEOID03.
 EH1096
 EH1096.The dynamic height is computed by dividing the NAVD 88
 EH1096.geopotential number by the normal gravity value computed on the
 EH1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1096.degrees latitude (g = 980.6199 gals.).
 EH1096
 EH1096.The modeled gravity was interpolated from observed gravity values.
 EH1096
 EH1096;                    North         East    Units  Estimated Accuracy
 EH1096;SPC AR S     -   635,360.      448,510.      MT  (+/- 180 meters Scaled)
 EH1096
 EH1096                          SUPERSEDED SURVEY CONTROL
 EH1096
 EH1096  NGVD 29 (??/??/??)   60.235  (m)          197.62   (f) ADJUSTED    1 2
 EH1096
 EH1096.Superseded values are not recommended for survey control.
 EH1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1096.See file dsdata.txt to determine how the superseded data were derived.
 EH1096
 EH1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU399505(NAD 83)
 EH1096_MARKER: DR = REFERENCE MARK DISK
 EH1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1096_STAMPING: R M 2 BLUFF 1916 1920
 EH1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1096+STABILITY: SURFACE MOTION
 EH1096
 EH1096  HISTORY     - Date     Condition        Report By
 EH1096  HISTORY     - 1935     MONUMENTED       CGS
 EH1096  HISTORY     - 1954     GOOD             CGS
 EH1096
 EH1096                          STATION DESCRIPTION
 EH1096
 EH1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1096'0.8 MI W FROM DE VALLS BLUFF.
 EH1096'0.8 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1096'THE STATION AT DE VALLS BLUFF, 75.8 FEET NORTH OF TRIANGULATION
 EH1096'STATION BLUFF, 33.7 FEET SOUTHWEST OF THE 1ST POLE WEST OF MILEPOST
 EH1096'87, 16.7 FEET NORTH OF THE NORTH RAIL, 4.5 FEET BELOW THE TOP OF THE
 EH1096'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EH1096'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2026 ***********************************************************************
 EJ2026  DESIGNATION -  BLUFFTON
 EJ2026  PID         -  EJ2026
 EJ2026  STATE/COUNTY-  AR/YELL
 EJ2026  USGS QUAD   -  BLUFFTON (1985)
 EJ2026
 EJ2026                         *CURRENT SURVEY CONTROL
 EJ2026  ___________________________________________________________________
 EJ2026* NAD 83(1997)-  34 54 28.71707(N)    093 35 45.95622(W)     ADJUSTED  
 EJ2026* NAVD 88     -       132.45   (+/-2cm)     434.5    (feet)  VERTCON   
 EJ2026  ___________________________________________________________________
 EJ2026  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 EJ2026  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 EJ2026
 EJ2026  HORZ ORDER  -  THIRD
 EJ2026  VERT ORDER  -  THIRD ? (See Below)
 EJ2026
 EJ2026.The horizontal coordinates were established by classical geodetic methods
 EJ2026.and adjusted by the National Geodetic Survey in September 1999..
 EJ2026
 EJ2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2026.The vertical order pertains to the NGVD 29 superseded value.
 EJ2026
 EJ2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2026
 EJ2026.The geoid height was determined by GEOID03.
 EJ2026
 EJ2026;                    North         East     Units Scale Factor Converg.
 EJ2026;SPC AR N     -    64,934.677   254,137.760   MT  1.00000508   -0 55 43.6
 EJ2026;SPC AR N     -   213,039.85    833,783.63   sFT  1.00000508   -0 55 43.6
 EJ2026;UTM  15      - 3,863,000.249   445,543.815   MT  0.99963655   -0 20 28.1
 EJ2026
 EJ2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2026!SPC AR N     -   0.99998387  x   1.00000508  =   0.99998895
 EJ2026!UTM  15      -   0.99998387  x   0.99963655  =   0.99962043
 EJ2026
 EJ2026:                Primary Azimuth Mark                     Grid Az
 EJ2026:SPC AR N     -  BLUFFTON AZ MK                           066 45 31.2
 EJ2026:UTM  15      -  BLUFFTON AZ MK                           066 10 15.7
 EJ2026
 EJ2026|---------------------------------------------------------------------|
 EJ2026| PID    Reference Object                     Distance      Geod. Az  |
 EJ2026|                                                           dddmmss.s |
 EJ2026| CX5045 BLUFFTON AZ MK                                     0654947.6 |
 EJ2026| CX5046 BLUFFTON RM 1                        14.326 METERS 23440     |
 EJ2026| CX5047 BLUFFTON RM 2                        16.994 METERS 30618     |
 EJ2026|---------------------------------------------------------------------|
 EJ2026
 EJ2026                          SUPERSEDED SURVEY CONTROL
 EJ2026
 EJ2026  NAD 83(1997)-  34 54 28.72701(N)    093 35 45.95185(W) AD(       ) 3
 EJ2026  NAD 83(1986)-  34 54 28.72748(N)    093 35 45.94946(W) AD(       ) 3
 EJ2026  NAD 27      -  34 54 28.39100(N)    093 35 45.25130(W) AD(       ) 3
 EJ2026  NGVD 29 (07/19/86)  132.39   (m)          434.3    (f) LEVELING    3  
 EJ2026
 EJ2026.Superseded values are not recommended for survey control.
 EJ2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2026.See file dsdata.txt to determine how the superseded data were derived.
 EJ2026
 EJ2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4554463000(NAD 83)
 EJ2026_MARKER: DS = TRIANGULATION STATION DISK
 EJ2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2026
 EJ2026  HISTORY     - Date     Condition        Report By
 EJ2026  HISTORY     - 1956     MONUMENTED       CGS
 EJ2026
 EJ2026                          STATION DESCRIPTION
 EJ2026
 EJ2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2026'THE STATION IS LOCATED IN THE SHALLOW BOTTOM OF THE GRADER
 EJ2026'DITCH ON THE SOUTH SIDE OF STATE HIGHWAY 28 AND ABOUT 0.35
 EJ2026'MILE NORTHEAST OF THE VILLAGE OF BLUFFTON.
 EJ2026'
 EJ2026'TO REACH THE STATION FROM THE POST OFFICE IN BLUFFTON, DRIVE
 EJ2026'NORTHEAST ON STATE HIGHWAY 28 FOR 0.4 MILE TO A HOUSE ON
 EJ2026'EACH SIDE OF THE HIGHWAY AND THE STATION ON THE RIGHT.
 EJ2026'
 EJ2026'ALL OF THE MARKS SET FOR THIS STATION ARE STANDARD DISKS
 EJ2026'SET IN THE TOPS OF CONCRETE MONUMENTS WHICH ARE 12 INCHES
 EJ2026'SQUARE.
 EJ2026'
 EJ2026'THE STATION MARK, STAMPED BLUFFTON 1956, IS FLUSH WITH THE
 EJ2026'SURFACE OF THE GROUND.  IT IS 22 FEET NORTH OF A POWERLINE
 EJ2026'POLE WHICH SERVES AS A FENCE CORNER, 19 FEET SOUTH OF THE
 EJ2026'CENTER OF THE HIGHWAY AND 8 FEET NORTHEAST OF A WHITE WITNESS
 EJ2026'POST WHICH IS 4 INCHES SQUARE.
 EJ2026'
 EJ2026'REFERENCE MARK 1, STAMPED BLUFFTON NO 1 1956, IS 28 FEET
 EJ2026'SOUTH OF THE CENTER OF THE HIGHWAY, 8.4 FEET NORTH OF AN
 EJ2026'EAST-WEST FENCE AND 3 FEET EAST OF A POWERLINE POLE.  IT
 EJ2026'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND AND
 EJ2026'IS ABOUT 14 INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 EJ2026'
 EJ2026'REFERENCE MARK 2, STAMPED BLUFFTON NO 2 1956, IS 30 FEET NORTH
 EJ2026'OF THE CENTER OF THE HIGHWAY, 7 FEET SOUTHWEST OF A FENCE
 EJ2026'CORNER AND PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE
 EJ2026'GROUND.  IT IS ABOUT 18 INCHES HIGHER IN ELEVATION THAN THE
 EJ2026'STATION MARK.
 EJ2026'
 EJ2026'THE AZIMUTH MARK, STAMPED BLUFFTON 1956, PROJECTS ABOUT 3
 EJ2026'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 25 FEET NORTH
 EJ2026'OF THE CENTER OF THE HIGHWAY, 2 FEET SOUTH OF AN EAST-WEST
 EJ2026'FENCE AND 2 FEET WEST OF A WHITE WITNESS POST WHICH IS 4
 EJ2026'INCHES SQUARE.
 EJ2026'
 EJ2026'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EASTERLY
 EJ2026'ON STATE HIGHWAY 28 FOR 0.2 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1828 ***********************************************************************
 FE1828  DESIGNATION -  BLYTHEVILLE
 FE1828  PID         -  FE1828
 FE1828  STATE/COUNTY-  AR/MISSISSIPPI
 FE1828  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1828
 FE1828                         *CURRENT SURVEY CONTROL
 FE1828  ___________________________________________________________________
 FE1828* NAD 83(1997)-  35 55 53.57105(N)    089 53 46.54180(W)     ADJUSTED  
 FE1828* NAVD 88     -        77.047  (meters)     252.78   (feet)  ADJUSTED  
 FE1828  ___________________________________________________________________
 FE1828  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FE1828  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE1828  DYNAMIC HT  -          76.982 (meters)     252.57  (feet)  COMP
 FE1828  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1828
 FE1828  HORZ ORDER  -  SECOND
 FE1828  VERT ORDER  -  FIRST     CLASS II
 FE1828
 FE1828.The horizontal coordinates were established by classical geodetic methods
 FE1828.and adjusted by the National Geodetic Survey in September 1999..
 FE1828
 FE1828.The orthometric height was determined by differential leveling
 FE1828.and adjusted by the National Geodetic Survey in June 1991..
 FE1828
 FE1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1828
 FE1828.The geoid height was determined by GEOID03.
 FE1828
 FE1828.The dynamic height is computed by dividing the NAVD 88
 FE1828.geopotential number by the normal gravity value computed on the
 FE1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1828.degrees latitude (g = 980.6199 gals.).
 FE1828
 FE1828.The modeled gravity was interpolated from observed gravity values.
 FE1828
 FE1828;                    North         East     Units Scale Factor Converg.
 FE1828;SPC AR N     -   179,338.437   589,821.471   MT  0.99995425   +1 13 27.0
 FE1828;SPC AR N     -   588,379.52  1,935,105.94   sFT  0.99995425   +1 13 27.0
 FE1828;SPC MO E     -    11,065.244   304,478.968   MT  0.99996989   +0 21 15.5
 FE1828;UTM  16      - 3,980,233.448   238,706.497   MT  1.00044136   -1 42 01.9
 FE1828
 FE1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1828!SPC AR N     -   0.99999231  x   0.99995425  =   0.99994656
 FE1828!SPC MO E     -   0.99999231  x   0.99996989  =   0.99996220
 FE1828!UTM  16      -   0.99999231  x   1.00044136  =   1.00043367
 FE1828
 FE1828:                Primary Azimuth Mark                     Grid Az
 FE1828:SPC AR N     -  BLYTHEVILLE AZ MK                        167 31 23.5
 FE1828:SPC MO E     -  BLYTHEVILLE AZ MK                        168 23 35.0
 FE1828:UTM  16      -  BLYTHEVILLE AZ MK                        170 26 52.4
 FE1828
 FE1828|---------------------------------------------------------------------|
 FE1828| PID    Reference Object                     Distance      Geod. Az  |
 FE1828|                                                           dddmmss.s |
 FE1828| FE1827 BLYTHEVILLE AZ MK                                  1684450.5 |
 FE1828| FE1829 BLYTHEVILLE RM 1                     25.564 METERS 22142     |
 FE1828| FE1830 BLYTHEVILLE RM 2                     24.312 METERS 33550     |
 FE1828|---------------------------------------------------------------------|
 FE1828
 FE1828                          SUPERSEDED SURVEY CONTROL
 FE1828
 FE1828  NAD 83(1997)-  35 55 53.57330(N)    089 53 46.54450(W) AD(       ) 2
 FE1828  NAD 83(1986)-  35 55 53.58448(N)    089 53 46.54125(W) AD(       ) 2
 FE1828  NAD 27      -  35 55 53.32010(N)    089 53 46.23040(W) AD(       ) 2
 FE1828  NGVD 29 (??/??/??)   76.993  (m)          252.60   (f) ADJUSTED    1 2
 FE1828
 FE1828.Superseded values are not recommended for survey control.
 FE1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1828.See file dsdata.txt to determine how the superseded data were derived.
 FE1828
 FE1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3870680233(NAD 83)
 FE1828_MARKER: DS = TRIANGULATION STATION DISK
 FE1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1828_STAMPING: BLYTHEVILLE 1955
 FE1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1828+STABILITY: SURFACE MOTION
 FE1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1828+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1828
 FE1828  HISTORY     - Date     Condition        Report By
 FE1828  HISTORY     - 1955     MONUMENTED       CGS
 FE1828  HISTORY     - 1956     GOOD             CGS
 FE1828  HISTORY     - 1960     GOOD             CGS
 FE1828  HISTORY     - 1987     GOOD             USPSQD
 FE1828  HISTORY     - 20020722 GOOD             USACE
 FE1828
 FE1828                          STATION DESCRIPTION
 FE1828
 FE1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE1828'THE STATION IS LOCATED AT THE WEST EDGE OF THE CITY PARK, NEAR THE
 FE1828'EAST END OF KENTUCKY AVENUE AND IN THE NORTHEAST PART OF THE
 FE1828'CITY OF BLYTHEVILLE.  IT IS 72.8 FEET SOUTHEAST OF THE CENTER
 FE1828'CONCRETE POST OF THE GATEWAY LEADING TO THE PARK, 64.2 FEET
 FE1828'NORTHWEST OF A T-JUNCTION OF A FENCE ENCLOSING THE SWIMMING POOL,
 FE1828'57.9 FEET NORTHEAST OF THE NORTHWEST CORNER OF A FENCE ENCLOSING
 FE1828'THE FILTER PLANT AND 51 FEET SOUTH OF THE CENTER OF A PAVED ROAD.
 FE1828'
 FE1828'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.1 MILE TO
 FE1828'LACLEDE STREET, TURN LEFT AND GO SOUTH ON LACLEDE STREET FOR 0.25
 FE1828'MILE TO EAST MAIN STREET, TURN LEFT AND GO EAST ON EAST MAIN STREET
 FE1828'FOR 0.1 MILE TO THE MARK ON THE LEFT.
 FE1828'
 FE1828'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FE1828'BLYTHEVILLE 1955.
 FE1828'
 FE1828'REFERENCE MARK 1 IS 5 FEET NORTH OF A TRANSFORMER POLE AND 3 FEET
 FE1828'EAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 FE1828'IS STAMPED BLYTHEVILLE NO 1 1955.
 FE1828'
 FE1828'REFERENCE MARK 2 IS 24 FEET NORTHEAST OF THE CENTER GATEPOST AND 20
 FE1828'FEET NORTH OF THE PAVED ROAD.  THE MARK IS FLUSH WITH THE GROUND
 FE1828'AND THE DISK IS STAMPED BLYTHEVILLE NO 2 1955.
 FE1828'
 FE1828'THE AZIMUTH MARK IS ABOUT 150 FEET EAST OF A CONCRETE BUILDING, 26
 FE1828'FEET NORTH OF THE CENTER OF EAST MAIN STREET, 25 FEET WEST OF A
 FE1828'POWERLINE POLE, 22 FEET EAST OF THE CENTER OF A DIRT ROAD AND 2 FEET
 FE1828'WEST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 FE1828'AND THE DISK IS STAMPED BLYTHEVILLE 1955.
 FE1828'
 FE1828'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE1828
 FE1828                          STATION RECOVERY (1956)
 FE1828
 FE1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FE1828'AT BLYTHEVILLE.
 FE1828'AT BLYTHEVILLE, IN THE NORTHEAST PART OF TOWN, AT THE EAST END
 FE1828'OF EAST KENTUCKY AVENUE AND AT KENTUCKY AVENUE ENTRANCE TO WALKER
 FE1828'PARK, 29 1/2 FEET SOUTH OF SOUTH CURB OF ENTRANCE STREET, 72 1/2 FEET
 FE1828'SOUTHEAST OF SOUTHEAST CORNER OF POST IN CENTER OF ENTRANCE DRIVE,
 FE1828'28.2 FEET EAST OF EAST EDGE OF A WALK LEADING TO SWIMMING POOL
 FE1828'DRESSING ROOMS, 79.8 FEET SOUTHEAST OF RM NO. 2, 83.8 FEET
 FE1828'NORTHEAST OF RM NO. 1, ABOUT LEVEL WITH STREET AND SET IN THE
 FE1828'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FE1828
 FE1828                          STATION RECOVERY (1960)
 FE1828
 FE1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE1828'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 FE1828'IS ENTIRELY ADEQUATE.
 FE1828'
 FE1828'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH
 FE1828'MARK WERE VERIFIED.
 FE1828'
 FE1828'NOTE, REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FE1828'
 FE1828'THE AZIMUTH MARK IS NOW FLUSH WITH THE SURFACE OF THE GROUND AND NEAR
 FE1828'THE CENTER OF A DIRT DRIVE.
 FE1828'
 FE1828'A METAL WITNESS POST WAS SET 2.8 FEET WEST OF REFERENCE MARK NO. 1.
 FE1828
 FE1828                          STATION RECOVERY (1987)
 FE1828
 FE1828'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE1828'RECOVERED IN GOOD CONDITION.
 FE1828
 FE1828                          STATION RECOVERY (2002)
 FE1828
 FE1828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2721 ***********************************************************************
 FE2721  DESIGNATION -  BLYTHEVILLE AFB GCA BLDG SHAFT
 FE2721  PID         -  FE2721
 FE2721  STATE/COUNTY-  AR/MISSISSIPPI
 FE2721  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2721
 FE2721                         *CURRENT SURVEY CONTROL
 FE2721  ___________________________________________________________________
 FE2721* NAD 83(1997)-  35 57 54.14849(N)    089 56 44.78980(W)     ADJUSTED  
 FE2721* NAVD 88     -                                                        
 FE2721  ___________________________________________________________________
 FE2721  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE2721  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE2721
 FE2721  HORZ ORDER  -  THIRD
 FE2721
 FE2721.This mark is at Arkansas Int Airport (BYH)
 FE2721
 FE2721.The horizontal coordinates were established by classical geodetic methods
 FE2721.and adjusted by the National Geodetic Survey in September 1999..
 FE2721
 FE2721
 FE2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2721
 FE2721.The geoid height was determined by GEOID03.
 FE2721
 FE2721;                    North         East     Units Scale Factor Converg.
 FE2721;SPC AR N     -   182,959.533   585,276.986   MT  0.99995796   +1 11 43.3
 FE2721;SPC AR N     -   600,259.73  1,920,196.24   sFT  0.99995796   +1 11 43.3
 FE2721;SPC MO E     -    14,754.955   299,989.931   MT  0.99996411   +0 19 31.8
 FE2721;UTM  16      - 3,984,083.690   234,350.575   MT  1.00046965   -1 43 51.7
 FE2721;UTM  15      - 3,984,384.795   775,432.279   MT  1.00053489   +1 47 41.5
 FE2721
 FE2721                          SUPERSEDED SURVEY CONTROL
 FE2721
 FE2721  NAD 83(1997)-  35 57 54.15100(N)    089 56 44.79179(W) AD(       ) 4
 FE2721  NAD 83(1986)-  35 57 54.16158(N)    089 56 44.78968(W) AD(       ) 4
 FE2721  NAD 27      -  35 57 53.90200(N)    089 56 44.47500(W) AD(       ) 3
 FE2721
 FE2721.Superseded values are not recommended for survey control.
 FE2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2721.See file dsdata.txt to determine how the superseded data were derived.
 FE2721
 FE2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3435184084(NAD 83)
 FE2721
 FE2721  HISTORY     - Date     Condition        Report By
 FE2721  HISTORY     - 1960     FIRST OBSERVED   CGS
 FE2721
 FE2721                          STATION DESCRIPTION
 FE2721
 FE2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2721'THE STATION IS THE SHAFT THAT THE RADAR EQUIPMENT TURNS ON WHICH IS
 FE2721'MOUNTED ON A PORTABLE BUILDING, LOCATED ON THE TAXI RUNWAY OF THE
 FE2721'BLYTHEVILLE AIR FORCE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2722 ***********************************************************************
 FE2722  DESIGNATION -  BLYTHEVILLE AFB JET FUEL TANK
 FE2722  PID         -  FE2722
 FE2722  STATE/COUNTY-  AR/MISSISSIPPI
 FE2722  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2722
 FE2722                         *CURRENT SURVEY CONTROL
 FE2722  ___________________________________________________________________
 FE2722* NAD 83(1997)-  35 57 04.58249(N)    089 57 46.30412(W)     ADJUSTED  
 FE2722* NAVD 88     -                                                        
 FE2722  ___________________________________________________________________
 FE2722  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FE2722  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2722
 FE2722  HORZ ORDER  -  THIRD
 FE2722
 FE2722.This mark is at Arkansas Int Airport (BYH)
 FE2722
 FE2722.The horizontal coordinates were established by classical geodetic methods
 FE2722.and adjusted by the National Geodetic Survey in September 1999..
 FE2722
 FE2722
 FE2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2722
 FE2722.The geoid height was determined by GEOID03.
 FE2722
 FE2722;                    North         East     Units Scale Factor Converg.
 FE2722;SPC AR N     -   181,400.196   583,767.652   MT  0.99995639   +1 11 07.5
 FE2722;SPC AR N     -   595,143.81  1,915,244.37   sFT  0.99995639   +1 11 07.5
 FE2722;SPC MO E     -    13,218.705   298,457.087   MT  0.99996226   +0 18 55.3
 FE2722;UTM  16      - 3,982,602.670   232,762.785   MT  1.00048008   -1 44 25.9
 FE2722;UTM  15      - 3,982,808.859   773,938.479   MT  1.00052478   +1 47 03.1
 FE2722
 FE2722                          SUPERSEDED SURVEY CONTROL
 FE2722
 FE2722  NAD 83(1997)-  35 57 04.58522(N)    089 57 46.30623(W) AD(       ) 4
 FE2722  NAD 83(1986)-  35 57 04.59549(N)    089 57 46.30386(W) AD(       ) 4
 FE2722  NAD 27      -  35 57 04.33800(N)    089 57 45.98300(W) AD(       ) 3
 FE2722
 FE2722.Superseded values are not recommended for survey control.
 FE2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2722.See file dsdata.txt to determine how the superseded data were derived.
 FE2722
 FE2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3276382603(NAD 83)
 FE2722_MARKER: 51 = TANK
 FE2722
 FE2722  HISTORY     - Date     Condition        Report By
 FE2722  HISTORY     - 1960     FIRST OBSERVED   CGS
 FE2722
 FE2722                          STATION DESCRIPTION
 FE2722
 FE2722'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2722'THE STATION IS THE CENTER OF THE LARGE TANK LOCATED AT THE SOUTHEAST
 FE2722'CORNER OF THE BLYTHEVILLE AIR FORCE BASE, AT LOUISIANA AVENUE
 FE2722'AND THIRD STREET.
 FE2722'
 FE2722'THE TANK IS A STEEL STRUCTURE, PAINTED RED AND WHITE AND IS ABOUT 50
 FE2722'FEET IN DIAMETER AND ABOUT 40 FEET HIGH.  TANGENTS WERE OBSERVED ON
 FE2722'THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2723 ***********************************************************************
 FE2723  DESIGNATION -  BLYTHEVILLE AFB REC BLDG N ANT
 FE2723  PID         -  FE2723
 FE2723  STATE/COUNTY-  AR/MISSISSIPPI
 FE2723  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2723
 FE2723                         *CURRENT SURVEY CONTROL
 FE2723  ___________________________________________________________________
 FE2723* NAD 83(1997)-  35 57 12.15346(N)    089 55 08.18561(W)     ADJUSTED  
 FE2723* NAVD 88     -                                                        
 FE2723  ___________________________________________________________________
 FE2723  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FE2723  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2723
 FE2723  HORZ ORDER  -  THIRD
 FE2723
 FE2723.This mark is at Arkansas Int Airport (BYH)
 FE2723
 FE2723.The horizontal coordinates were established by classical geodetic methods
 FE2723.and adjusted by the National Geodetic Survey in September 1999..
 FE2723
 FE2723
 FE2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2723
 FE2723.The geoid height was determined by GEOID03.
 FE2723
 FE2723;                    North         East     Units Scale Factor Converg.
 FE2723;SPC AR N     -   181,716.342   587,724.269   MT  0.99995663   +1 12 39.5
 FE2723;SPC AR N     -   596,181.03  1,928,225.37   sFT  0.99995663   +1 12 39.5
 FE2723;SPC MO E     -    13,474.744   302,418.080   MT  0.99996718   +0 20 28.2
 FE2723;UTM  16      - 3,982,716.502   236,732.407   MT  1.00045412   -1 42 53.2
 FE2723;UTM  15      - 3,983,166.557   777,893.873   MT  1.00055168   +1 48 36.5
 FE2723
 FE2723                          SUPERSEDED SURVEY CONTROL
 FE2723
 FE2723  NAD 83(1997)-  35 57 12.15581(N)    089 55 08.18790(W) AD(       ) 4
 FE2723  NAD 83(1986)-  35 57 12.16672(N)    089 55 08.18531(W) AD(       ) 4
 FE2723  NAD 27      -  35 57 11.90700(N)    089 55 07.87400(W) AD(       ) 3
 FE2723
 FE2723.Superseded values are not recommended for survey control.
 FE2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2723.See file dsdata.txt to determine how the superseded data were derived.
 FE2723
 FE2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3673282717(NAD 83)
 FE2723_MARKER: 41 = ANTENNA MAST
 FE2723
 FE2723  HISTORY     - Date     Condition        Report By
 FE2723  HISTORY     - 1960     FIRST OBSERVED   CGS
 FE2723
 FE2723                          STATION DESCRIPTION
 FE2723
 FE2723'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2723'THE STATION IS THE ANTENNA ON THE NORTH POLE OF TWO POLES, LOCATED AT
 FE2723'THE EASTERLY EDGE OF THE BLYTHEVILLE AIR FORCE BASE, AT BUILDING
 FE2723'1220.  THE POLE AND ANTENNA IS ABOUT 40 FEET IN HEIGHT OVERALL.
 FE2723'POINT OBSERVED WAS THE TOP OF ANTENNA.  THE STATION WAS NOT
 FE2723'VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2724 ***********************************************************************
 FE2724  DESIGNATION -  BLYTHEVILLE AFB TANK
 FE2724  PID         -  FE2724
 FE2724  STATE/COUNTY-  AR/MISSISSIPPI
 FE2724  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2724
 FE2724                         *CURRENT SURVEY CONTROL
 FE2724  ___________________________________________________________________
 FE2724* NAD 83(1997)-  35 57 44.24896(N)    089 57 33.32986(W)     ADJUSTED  
 FE2724* NAVD 88     -                                                        
 FE2724  ___________________________________________________________________
 FE2724  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE2724  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE2724
 FE2724  HORZ ORDER  -  THIRD
 FE2724
 FE2724.This mark is at Arkansas Int Airport (BYH)
 FE2724
 FE2724.The horizontal coordinates were established by classical geodetic methods
 FE2724.and adjusted by the National Geodetic Survey in September 1999..
 FE2724
 FE2724
 FE2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2724
 FE2724.The geoid height was determined by GEOID03.
 FE2724
 FE2724;                    North         East     Units Scale Factor Converg.
 FE2724;SPC AR N     -   182,629.202   584,067.378   MT  0.99995764   +1 11 15.0
 FE2724;SPC AR N     -   599,175.97  1,916,227.72   sFT  0.99995764   +1 11 15.0
 FE2724;SPC MO E     -    14,443.025   298,775.441   MT  0.99996264   +0 19 03.2
 FE2724;UTM  16      - 3,983,815.405   233,125.049   MT  1.00047769   -1 44 19.9
 FE2724;UTM  15      - 3,984,041.632   774,225.502   MT  1.00052671   +1 47 12.5
 FE2724
 FE2724                          SUPERSEDED SURVEY CONTROL
 FE2724
 FE2724  NAD 83(1997)-  35 57 44.25163(N)    089 57 33.33184(W) AD(       ) 4
 FE2724  NAD 83(1986)-  35 57 44.26197(N)    089 57 33.32966(W) AD(       ) 4
 FE2724  NAD 27      -  35 57 44.00400(N)    089 57 33.01400(W) AD(       ) 3
 FE2724
 FE2724.Superseded values are not recommended for survey control.
 FE2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2724.See file dsdata.txt to determine how the superseded data were derived.
 FE2724
 FE2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3312583815(NAD 83)
 FE2724_MARKER: 53 = ELEVATED TANK
 FE2724
 FE2724  HISTORY     - Date     Condition        Report By
 FE2724  HISTORY     - 1960     FIRST OBSERVED   CGS
 FE2724  HISTORY     - 1965     GOOD             CGS
 FE2724
 FE2724                          STATION DESCRIPTION
 FE2724
 FE2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2724'THE STATION IS THE BEACON LIGHT AT THE TOP OF THE AIR FORCE BASE
 FE2724'WATER TANK WHICH IS LOCATED ON THE EAST SIDE OF FIFTH STREET ACROSS
 FE2724'THE STREET FROM THE OFFICERS HOUSING, AT THE WESTERLY PART OF THE
 FE2724'BASE.
 FE2724'
 FE2724'THE TANK IS A 6-LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE, AND IS
 FE2724'ABOUT 80 FEET HIGH.  THE POINT OBSERVED WAS THE SHAFT BELOW THE
 FE2724'BEACON LIGHT.
 FE2724
 FE2724                          STATION RECOVERY (1965)
 FE2724
 FE2724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2724'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FE2724'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2725 ***********************************************************************
 FE2725  DESIGNATION -  BLYTHEVILLE AFB TRANSM S ANT
 FE2725  PID         -  FE2725
 FE2725  STATE/COUNTY-  AR/MISSISSIPPI
 FE2725  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2725
 FE2725                         *CURRENT SURVEY CONTROL
 FE2725  ___________________________________________________________________
 FE2725* NAD 83(1997)-  35 56 51.63462(N)    089 56 14.87972(W)     ADJUSTED  
 FE2725* NAVD 88     -                                                        
 FE2725  ___________________________________________________________________
 FE2725  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2725  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE2725
 FE2725  HORZ ORDER  -  THIRD
 FE2725
 FE2725.This mark is at Arkansas Int Airport (BYH)
 FE2725
 FE2725.The horizontal coordinates were established by classical geodetic methods
 FE2725.and adjusted by the National Geodetic Survey in September 1999..
 FE2725
 FE2725
 FE2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2725
 FE2725.The geoid height was determined by GEOID03.
 FE2725
 FE2725;                    North         East     Units Scale Factor Converg.
 FE2725;SPC AR N     -   181,048.919   586,066.589   MT  0.99995600   +1 12 00.7
 FE2725;SPC AR N     -   593,991.33  1,922,786.80   sFT  0.99995600   +1 12 00.7
 FE2725;SPC MO E     -    12,832.558   300,750.442   MT  0.99996506   +0 19 48.9
 FE2725;UTM  16      - 3,982,134.266   235,041.972   MT  1.00046513   -1 43 31.6
 FE2725;UTM  15      - 3,982,481.438   776,242.288   MT  1.00054040   +1 47 56.4
 FE2725
 FE2725                          SUPERSEDED SURVEY CONTROL
 FE2725
 FE2725  NAD 83(1997)-  35 56 51.63716(N)    089 56 14.88197(W) AD(       ) 4
 FE2725  NAD 83(1986)-  35 56 51.64775(N)    089 56 14.87938(W) AD(       ) 4
 FE2725  NAD 27      -  35 56 51.38700(N)    089 56 14.56500(W) AD(       ) 3
 FE2725
 FE2725.Superseded values are not recommended for survey control.
 FE2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2725.See file dsdata.txt to determine how the superseded data were derived.
 FE2725
 FE2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3504282134(NAD 83)
 FE2725_MARKER: 41 = ANTENNA MAST
 FE2725
 FE2725  HISTORY     - Date     Condition        Report By
 FE2725  HISTORY     - 1960     FIRST OBSERVED   CGS
 FE2725
 FE2725                          STATION DESCRIPTION
 FE2725
 FE2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2725'THE STATION IS THE ANTENNA ON THE SOUTH POLE OF TWO POLES WHICH ARE
 FE2725'LOCATED ABOUT 1 MILE EAST OF THE MAIN CONTROL TOWER ON THE
 FE2725'BLYTHEVILLE AIR FORCE BASE, AT BUILDING 1222.  THE POINT OBSERVED WAS
 FE2725'THE TOP OF THE ANTENNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2726 ***********************************************************************
 FE2726  DESIGNATION -  BLYTHEVILLE AFB WING HQ TOWER
 FE2726  PID         -  FE2726
 FE2726  STATE/COUNTY-  AR/MISSISSIPPI
 FE2726  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2726
 FE2726                         *CURRENT SURVEY CONTROL
 FE2726  ___________________________________________________________________
 FE2726* NAD 83(1997)-  35 57 30.94523(N)    089 57 08.48362(W)     ADJUSTED  
 FE2726* NAVD 88     -                                                        
 FE2726  ___________________________________________________________________
 FE2726  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE2726  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE2726
 FE2726  HORZ ORDER  -  THIRD
 FE2726
 FE2726.This mark is at Arkansas Int Airport (BYH)
 FE2726
 FE2726.The horizontal coordinates were established by classical geodetic methods
 FE2726.and adjusted by the National Geodetic Survey in September 1999..
 FE2726
 FE2726
 FE2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2726
 FE2726.The geoid height was determined by GEOID03.
 FE2726
 FE2726;                    North         East     Units Scale Factor Converg.
 FE2726;SPC AR N     -   182,232.188   584,698.326   MT  0.99995722   +1 11 29.5
 FE2726;SPC AR N     -   597,873.44  1,918,297.76   sFT  0.99995722   +1 11 29.5
 FE2726;SPC MO E     -    14,036.475   299,400.292   MT  0.99996339   +0 19 17.7
 FE2726;UTM  16      - 3,983,386.476   233,735.222   MT  1.00047368   -1 44 04.7
 FE2726;UTM  15      - 3,983,651.015   774,860.930   MT  1.00053102   +1 47 26.5
 FE2726
 FE2726                          SUPERSEDED SURVEY CONTROL
 FE2726
 FE2726  NAD 83(1997)-  35 57 30.94785(N)    089 57 08.48565(W) AD(       ) 4
 FE2726  NAD 83(1986)-  35 57 30.95829(N)    089 57 08.48343(W) AD(       ) 4
 FE2726  NAD 27      -  35 57 30.69800(N)    089 57 08.16700(W) AD(       ) 3
 FE2726
 FE2726.Superseded values are not recommended for survey control.
 FE2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2726.See file dsdata.txt to determine how the superseded data were derived.
 FE2726
 FE2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3373583386(NAD 83)
 FE2726_MARKER: 55 = TOWER
 FE2726
 FE2726  HISTORY     - Date     Condition        Report By
 FE2726  HISTORY     - 1960     FIRST OBSERVED   CGS
 FE2726  HISTORY     - 1965     GOOD             CGS
 FE2726
 FE2726                          STATION DESCRIPTION
 FE2726
 FE2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2726'THE STATION IS THE ANTENNA ON THE TOWER AT THE WING HEADQUARTERS
 FE2726'BUILDING ON THE BLYTHEVILLE AIR FORCE BASE, AT THE NORTH SIDE OF
 FE2726'TENNESSEE AVENUE, BETWEEN SECOND AND THIRD STREETS.
 FE2726'
 FE2726'THE TOWER IS A 4-LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE AND IS
 FE2726'ABOUT 50 FEET HIGH.  THE POINT OBSERVED WAS THE TOP OF THE HIGHEST
 FE2726'ANTENNA WHICH IS AT THE NORTH PART OF THE RAILING OF THE TOWER.
 FE2726
 FE2726                          STATION RECOVERY (1965)
 FE2726
 FE2726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2726'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FE2726'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1827 ***********************************************************************
 FE1827  DESIGNATION -  BLYTHEVILLE AZ MK
 FE1827  PID         -  FE1827
 FE1827  STATE/COUNTY-  AR/MISSISSIPPI
 FE1827  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1827
 FE1827                         *CURRENT SURVEY CONTROL
 FE1827  ___________________________________________________________________
 FE1827* NAD 83(1986)-  35 55 38.     (N)    089 53 43.     (W)     SCALED    
 FE1827* NAVD 88     -        78.158  (meters)     256.42   (feet)  ADJUSTED  
 FE1827  ___________________________________________________________________
 FE1827  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE1827  DYNAMIC HT  -          78.092 (meters)     256.21  (feet)  COMP
 FE1827  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1827
 FE1827  VERT ORDER  -  FIRST     CLASS II
 FE1827
 FE1827.The horizontal coordinates were scaled from a topographic map and have
 FE1827.an estimated accuracy of +/- 6 seconds.
 FE1827
 FE1827.The orthometric height was determined by differential leveling
 FE1827.and adjusted by the National Geodetic Survey in June 1991..
 FE1827
 FE1827.The geoid height was determined by GEOID03.
 FE1827
 FE1827.The dynamic height is computed by dividing the NAVD 88
 FE1827.geopotential number by the normal gravity value computed on the
 FE1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1827.degrees latitude (g = 980.6199 gals.).
 FE1827
 FE1827.The modeled gravity was interpolated from observed gravity values.
 FE1827
 FE1827;                    North         East    Units  Estimated Accuracy
 FE1827;SPC AR N     -   178,860.      589,920.      MT  (+/- 180 meters Scaled)
 FE1827
 FE1827                          SUPERSEDED SURVEY CONTROL
 FE1827
 FE1827  NGVD 29 (??/??/??)   78.103  (m)          256.24   (f) ADJUSTED    1 2
 FE1827
 FE1827.Superseded values are not recommended for survey control.
 FE1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1827.See file dsdata.txt to determine how the superseded data were derived.
 FE1827
 FE1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE387797(NAD 83)
 FE1827_MARKER: DZ = AZIMUTH MARK DISK
 FE1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1827_SP_SET: CONCRETE POST
 FE1827_STAMPING: BLYTHEVILLE 1955
 FE1827_MARK LOGO: CGS   
 FE1827_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1827+STABILITY: SURFACE MOTION
 FE1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1827+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1990
 FE1827
 FE1827  HISTORY     - Date     Condition        Report By
 FE1827  HISTORY     - 1955     MONUMENTED       CGS
 FE1827  HISTORY     - 1956     GOOD             CGS
 FE1827  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1827  HISTORY     - 19901128 SEE DESCRIPTION  NGS
 FE1827
 FE1827                          STATION DESCRIPTION
 FE1827
 FE1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1827'AT BLYTHEVILLE.
 FE1827'AT BLYTHEVILLE, IN THE EAST PART OF TOWN, 25 1/2 FEET NORTH OF
 FE1827'CENTER LINE OF EAST MAIN STREET, 212 FEET WEST OF THE EXTENDED
 FE1827'CENTER LINE OF WALKER BOULEVARD LEADING SOUTH, 23 FEET EAST OF
 FE1827'CENTER LINE OF A DIRT STREET LEADING NORTH, 142 FEET EAST OF
 FE1827'SOUTHEAST CORNER OF CONCRETE BLOCK BUILDING OF F.L. WICKER
 FE1827'MACHINE SHOP, 26 FEET WEST OF A POWER LINE AND STREET LIGHT
 FE1827'POLE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 FE1827'WITH EAST MAIN STREET AND SET IN THE TOP OF A CONCRETE POST
 FE1827'ABOUT FLUSH WITH GROUND.
 FE1827
 FE1827                          STATION RECOVERY (1987)
 FE1827
 FE1827'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE1827'MARK NOT FOUND.
 FE1827
 FE1827                          STATION RECOVERY (1990)
 FE1827
 FE1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE1827'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2727 ***********************************************************************
 FE2727  DESIGNATION -  BLYTHEVILLE COMPRESS TANK
 FE2727  PID         -  FE2727
 FE2727  STATE/COUNTY-  AR/MISSISSIPPI
 FE2727  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2727
 FE2727                         *CURRENT SURVEY CONTROL
 FE2727  ___________________________________________________________________
 FE2727* NAD 83(1997)-  35 56 08.89739(N)    089 54 26.35050(W)     ADJUSTED  
 FE2727* NAVD 88     -                                                        
 FE2727  ___________________________________________________________________
 FE2727  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FE2727  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2727
 FE2727  HORZ ORDER  -  THIRD
 FE2727
 FE2727.The horizontal coordinates were established by classical geodetic methods
 FE2727.and adjusted by the National Geodetic Survey in September 1999..
 FE2727
 FE2727
 FE2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2727
 FE2727.The geoid height was determined by GEOID03.
 FE2727
 FE2727;                    North         East     Units Scale Factor Converg.
 FE2727;SPC AR N     -   179,789.429   588,813.816   MT  0.99995471   +1 13 03.8
 FE2727;SPC AR N     -   589,859.15  1,931,799.99   sFT  0.99995471   +1 13 03.8
 FE2727;SPC MO E     -    11,531.489   303,478.262   MT  0.99996856   +0 20 52.2
 FE2727;UTM  16      - 3,980,735.515   237,722.685   MT  1.00044771   -1 42 26.0
 FE2727
 FE2727                          SUPERSEDED SURVEY CONTROL
 FE2727
 FE2727  NAD 83(1997)-  35 56 08.89962(N)    089 54 26.35289(W) AD(       ) 4
 FE2727  NAD 83(1986)-  35 56 08.91072(N)    089 54 26.35014(W) AD(       ) 4
 FE2727  NAD 27      -  35 56 08.64800(N)    089 54 26.04000(W) AD(       ) 3
 FE2727
 FE2727.Superseded values are not recommended for survey control.
 FE2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2727.See file dsdata.txt to determine how the superseded data were derived.
 FE2727
 FE2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3772380736(NAD 83)
 FE2727_MARKER: 53 = ELEVATED TANK
 FE2727
 FE2727  HISTORY     - Date     Condition        Report By
 FE2727  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2727  HISTORY     - 1965     GOOD             CGS
 FE2727  HISTORY     - 1987     GOOD             USPSQD
 FE2727
 FE2727                          STATION DESCRIPTION
 FE2727
 FE2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2727'THE STATION IS IN THE NORTH PART OF TOWN BETWEEN THE RAILROAD TRACKS
 FE2727'AND W. MOULTRE DR. AND ON N. BROADWAY ST.
 FE2727'
 FE2727'THE STATION IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A WATER TANK
 FE2727'WITH THE LEGEND BLYTHEVILLE COMPRESS CO. PAINTED ON THE SIDE OF
 FE2727'THE TANK.  THE STRUCTURE IS PAINTED ALUMINUM THROUGHOUT AND THE TOP
 FE2727'OF THE TANK IS ABOUT 110 FEET HIGH.
 FE2727'
 FE2727'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 FE2727'
 FE2727'OFFICE NOTE- ADDITIONAL OBSERVATIONS WERE TAKEN IN 1960 BY H.W.
 FE2727'KEITH.
 FE2727
 FE2727                          STATION RECOVERY (1965)
 FE2727
 FE2727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2727'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FE2727'CONDITION.
 FE2727
 FE2727                          STATION RECOVERY (1987)
 FE2727
 FE2727'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2728 ***********************************************************************
 FE2728  DESIGNATION -  BLYTHEVILLE FED COMP WHSE E TK
 FE2728  PID         -  FE2728
 FE2728  STATE/COUNTY-  AR/MISSISSIPPI
 FE2728  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2728
 FE2728                         *CURRENT SURVEY CONTROL
 FE2728  ___________________________________________________________________
 FE2728* NAD 83(1997)-  35 55 25.91601(N)    089 54 34.59011(W)     ADJUSTED  
 FE2728* NAVD 88     -                                                        
 FE2728  ___________________________________________________________________
 FE2728  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FE2728  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2728
 FE2728  HORZ ORDER  -  THIRD
 FE2728
 FE2728.The horizontal coordinates were established by classical geodetic methods
 FE2728.and adjusted by the National Geodetic Survey in September 1999..
 FE2728
 FE2728
 FE2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2728
 FE2728.The geoid height was determined by GEOID03.
 FE2728
 FE2728;                    North         East     Units Scale Factor Converg.
 FE2728;SPC AR N     -   178,460.647   588,635.461   MT  0.99995345   +1 12 59.0
 FE2728;SPC AR N     -   585,499.64  1,931,214.84   sFT  0.99995345   +1 12 59.0
 FE2728;SPC MO E     -    10,205.550   303,279.750   MT  0.99996830   +0 20 47.0
 FE2728;UTM  16      - 3,979,416.913   237,476.642   MT  1.00044931   -1 42 29.1
 FE2728
 FE2728                          SUPERSEDED SURVEY CONTROL
 FE2728
 FE2728  NAD 83(1997)-  35 55 25.91874(N)    089 54 34.59246(W) AD(       ) 4
 FE2728  NAD 83(1986)-  35 55 25.92884(N)    089 54 34.58945(W) AD(       ) 4
 FE2728  NAD 27      -  35 55 25.66600(N)    089 54 34.28200(W) AD(       ) 3
 FE2728
 FE2728.Superseded values are not recommended for survey control.
 FE2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2728.See file dsdata.txt to determine how the superseded data were derived.
 FE2728
 FE2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3747779417(NAD 83)
 FE2728_MARKER: 53 = ELEVATED TANK
 FE2728
 FE2728  HISTORY     - Date     Condition        Report By
 FE2728  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2728  HISTORY     - 1987     GOOD             USPSQD
 FE2728
 FE2728                          STATION DESCRIPTION
 FE2728
 FE2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2728'THE STATION IS IN THE SOUTHEAST PART OF TOWN AND ABOUT 0.1 MILE NORTH
 FE2728'OF THE RAILROAD DEPOT.
 FE2728'
 FE2728'THE STATION IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A WATER TANK
 FE2728'WITH THE LEGEND FEDERAL COMPRESS PAINTED ON THE SIDE OF THE TANK.
 FE2728'THE TOP OF THE TANK IS ABOUT 120 FEET HIGH AND THE STRUCTURE IS
 FE2728'PAINTED ALUMINUM THROUGHOUT.
 FE2728'
 FE2728'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 FE2728
 FE2728                          STATION RECOVERY (1987)
 FE2728
 FE2728'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2729 ***********************************************************************
 FE2729  DESIGNATION -  BLYTHEVILLE FED COMP WHSE W TK
 FE2729  PID         -  FE2729
 FE2729  STATE/COUNTY-  AR/MISSISSIPPI
 FE2729  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2729
 FE2729                         *CURRENT SURVEY CONTROL
 FE2729  ___________________________________________________________________
 FE2729* NAD 83(1997)-  35 55 31.69011(N)    089 55 15.37358(W)     ADJUSTED  
 FE2729* NAVD 88     -                                                        
 FE2729  ___________________________________________________________________
 FE2729  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FE2729  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2729
 FE2729  HORZ ORDER  -  THIRD
 FE2729
 FE2729.The horizontal coordinates were established by classical geodetic methods
 FE2729.and adjusted by the National Geodetic Survey in September 1999..
 FE2729
 FE2729
 FE2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2729
 FE2729.The geoid height was determined by GEOID03.
 FE2729
 FE2729;                    North         East     Units Scale Factor Converg.
 FE2729;SPC AR N     -   178,616.921   587,609.559   MT  0.99995362   +1 12 35.3
 FE2729;SPC AR N     -   586,012.35  1,927,849.03   sFT  0.99995362   +1 12 35.3
 FE2729;SPC MO E     -    10,377.386   302,256.324   MT  0.99996697   +0 20 23.1
 FE2729;UTM  16      - 3,979,625.430   236,459.541   MT  1.00045590   -1 42 53.3
 FE2729;UTM  15      - 3,980,064.259   777,811.499   MT  1.00055112   +1 48 27.9
 FE2729
 FE2729                          SUPERSEDED SURVEY CONTROL
 FE2729
 FE2729  NAD 83(1997)-  35 55 31.69260(N)    089 55 15.37601(W) AD(       ) 4
 FE2729  NAD 83(1986)-  35 55 31.70314(N)    089 55 15.37310(W) AD(       ) 4
 FE2729  NAD 27      -  35 55 31.44200(N)    089 55 15.06500(W) AD(       ) 3
 FE2729
 FE2729.Superseded values are not recommended for survey control.
 FE2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2729.See file dsdata.txt to determine how the superseded data were derived.
 FE2729
 FE2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3646079625(NAD 83)
 FE2729_MARKER: 53 = ELEVATED TANK
 FE2729
 FE2729  HISTORY     - Date     Condition        Report By
 FE2729  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2729  HISTORY     - 1987     GOOD             USPSQD
 FE2729
 FE2729                          STATION DESCRIPTION
 FE2729
 FE2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2729'THE STATION IS IN THE SOUTHWEST PART OF TOWN AND ABOUT 75 YARDS EAST
 FE2729'OF THE BLYTHEVILLE WATER CO. WATER TANK.
 FE2729'
 FE2729'THE STATION IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A TANK
 FE2729'BEARING THE LEGEND FEDERAL COMPRESS PAINTED ON THE SIDE OF THE
 FE2729'TANK.  THE TOP OF THE TANK IS ABOUT 120 FEET HIGH AND THE STRUCTURE
 FE2729'IS PAINTED ALUMINUM THROUGHOUT.  THE POINT OBSERVED ON WAS THE
 FE2729'APEX OF THE TANK.
 FE2729
 FE2729                          STATION RECOVERY (1987)
 FE2729
 FE2729'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2730 ***********************************************************************
 FE2730  DESIGNATION -  BLYTHEVILLE POLICE DEPT RAD MA
 FE2730  PID         -  FE2730
 FE2730  STATE/COUNTY-  AR/MISSISSIPPI
 FE2730  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2730
 FE2730                         *CURRENT SURVEY CONTROL
 FE2730  ___________________________________________________________________
 FE2730* NAD 83(1997)-  35 55 44.78887(N)    089 54 18.47549(W)     ADJUSTED  
 FE2730* NAVD 88     -                                                        
 FE2730  ___________________________________________________________________
 FE2730  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FE2730  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE2730
 FE2730  HORZ ORDER  -  THIRD
 FE2730
 FE2730.The horizontal coordinates were established by classical geodetic methods
 FE2730.and adjusted by the National Geodetic Survey in September 1999..
 FE2730
 FE2730
 FE2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2730
 FE2730.The geoid height was determined by GEOID03.
 FE2730
 FE2730;                    North         East     Units Scale Factor Converg.
 FE2730;SPC AR N     -   179,050.765   589,026.963   MT  0.99995400   +1 13 08.4
 FE2730;SPC AR N     -   587,435.72  1,932,499.29   sFT  0.99995400   +1 13 08.4
 FE2730;SPC MO E     -    10,789.664   303,680.172   MT  0.99996883   +0 20 56.6
 FE2730;UTM  16      - 3,979,986.569   237,897.950   MT  1.00044658   -1 42 20.4
 FE2730
 FE2730                          SUPERSEDED SURVEY CONTROL
 FE2730
 FE2730  NAD 83(1997)-  35 55 44.79107(N)    089 54 18.47765(W) AD(       ) 4
 FE2730  NAD 83(1986)-  35 55 44.80222(N)    089 54 18.47492(W) AD(       ) 4
 FE2730  NAD 27      -  35 55 44.54600(N)    089 54 18.16700(W) AD(       ) 3
 FE2730
 FE2730.Superseded values are not recommended for survey control.
 FE2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2730.See file dsdata.txt to determine how the superseded data were derived.
 FE2730
 FE2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3789879987(NAD 83)
 FE2730_MARKER: 42 = RADIO/TV MAST
 FE2730
 FE2730  HISTORY     - Date     Condition        Report By
 FE2730  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2730
 FE2730                          STATION DESCRIPTION
 FE2730
 FE2730'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2730'THE STATION IS AT THE INTERSECTION OF N. 3RD. ST. AND W. CHICKASAWBA
 FE2730'ST.
 FE2730'
 FE2730'THE STATION IS A STANDARD RADIO STATION ANTENNA MAST PAINTED
 FE2730'ALTERNATELY RED AND WHITE AND 207 FEET HIGH.
 FE2730'
 FE2730'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2691 ***********************************************************************
 FE2691  DESIGNATION -  BLYTHEVILLE RAD STA KLCN MAST
 FE2691  PID         -  FE2691
 FE2691  STATE/COUNTY-  AR/MISSISSIPPI
 FE2691  USGS QUAD   -  ARMOREL (1983)
 FE2691
 FE2691                         *CURRENT SURVEY CONTROL
 FE2691  ___________________________________________________________________
 FE2691* NAD 83(1997)-  35 55 23.05121(N)    089 52 14.21363(W)     ADJUSTED  
 FE2691* NAVD 88     -                                                        
 FE2691  ___________________________________________________________________
 FE2691  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FE2691  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE2691
 FE2691  HORZ ORDER  -  THIRD
 FE2691
 FE2691.The horizontal coordinates were established by classical geodetic methods
 FE2691.and adjusted by the National Geodetic Survey in September 1999..
 FE2691
 FE2691
 FE2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2691
 FE2691.The geoid height was determined by GEOID03.
 FE2691
 FE2691;                    North         East     Units Scale Factor Converg.
 FE2691;SPC AR N     -   178,447.775   592,155.570   MT  0.99995337   +1 14 20.7
 FE2691;SPC AR N     -   585,457.41  1,942,763.73   sFT  0.99995337   +1 14 20.7
 FE2691;SPC MO E     -    10,139.234   306,799.318   MT  0.99997307   +0 22 09.4
 FE2691;UTM  16      - 3,979,224.378   240,993.213   MT  1.00042670   -1 41 06.4
 FE2691
 FE2691                          SUPERSEDED SURVEY CONTROL
 FE2691
 FE2691  NAD 83(1997)-  35 55 23.05223(N)    089 52 14.21437(W) AD(       ) 4
 FE2691  NAD 83(1986)-  35 55 23.06319(N)    089 52 14.21224(W) AD(       ) 4
 FE2691  NAD 27      -  35 55 22.79600(N)    089 52 13.90700(W) AD(       ) 3
 FE2691
 FE2691.Superseded values are not recommended for survey control.
 FE2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2691.See file dsdata.txt to determine how the superseded data were derived.
 FE2691
 FE2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4099379224(NAD 83)
 FE2691_MARKER: 42 = RADIO/TV MAST
 FE2691
 FE2691  HISTORY     - Date     Condition        Report By
 FE2691  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2691  HISTORY     - 1987     GOOD             USPSQD
 FE2691
 FE2691                          STATION DESCRIPTION
 FE2691
 FE2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2691'THE STATION IS ABOUT 2 MILES EAST OF TOWN ON STATE HIGHWAY 18.
 FE2691'
 FE2691'THE STATION IS A STANDARD RADIO STATION ANTENNA MAST 400 FEET HIGH
 FE2691'AND ALTERNATELY PAINTED RED AND WHITE.
 FE2691'
 FE2691'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 FE2691
 FE2691                          STATION RECOVERY (1987)
 FE2691
 FE2691'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1829 ***********************************************************************
 FE1829  DESIGNATION -  BLYTHEVILLE RM 1
 FE1829  PID         -  FE1829
 FE1829  STATE/COUNTY-  AR/MISSISSIPPI
 FE1829  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1829
 FE1829                         *CURRENT SURVEY CONTROL
 FE1829  ___________________________________________________________________
 FE1829* NAD 83(1986)-  35 55 53.     (N)    089 53 46.     (W)     SCALED    
 FE1829* NAVD 88     -        77.054  (meters)     252.80   (feet)  ADJUSTED  
 FE1829  ___________________________________________________________________
 FE1829  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE1829  DYNAMIC HT  -          76.989 (meters)     252.59  (feet)  COMP
 FE1829  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1829
 FE1829  VERT ORDER  -  FIRST     CLASS II
 FE1829
 FE1829.The horizontal coordinates were scaled from a topographic map and have
 FE1829.an estimated accuracy of +/- 6 seconds.
 FE1829
 FE1829.The orthometric height was determined by differential leveling
 FE1829.and adjusted by the National Geodetic Survey in June 1991..
 FE1829
 FE1829.The geoid height was determined by GEOID03.
 FE1829
 FE1829.The dynamic height is computed by dividing the NAVD 88
 FE1829.geopotential number by the normal gravity value computed on the
 FE1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1829.degrees latitude (g = 980.6199 gals.).
 FE1829
 FE1829.The modeled gravity was interpolated from observed gravity values.
 FE1829
 FE1829;                    North         East    Units  Estimated Accuracy
 FE1829;SPC AR N     -   179,320.      589,840.      MT  (+/- 180 meters Scaled)
 FE1829
 FE1829                          SUPERSEDED SURVEY CONTROL
 FE1829
 FE1829  NGVD 29 (??/??/??)   77.000  (m)          252.62   (f) ADJUSTED    1 2
 FE1829
 FE1829.Superseded values are not recommended for survey control.
 FE1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1829.See file dsdata.txt to determine how the superseded data were derived.
 FE1829
 FE1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE387802(NAD 83)
 FE1829_MARKER: DR = REFERENCE MARK DISK
 FE1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1829_SP_SET: CONCRETE POST
 FE1829_STAMPING: BLYTHEVILLE NO 1 1955
 FE1829_MARK LOGO: CGS   
 FE1829_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1829+STABILITY: SURFACE MOTION
 FE1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1829+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1990
 FE1829
 FE1829  HISTORY     - Date     Condition        Report By
 FE1829  HISTORY     - 1955     MONUMENTED       CGS
 FE1829  HISTORY     - 1956     GOOD             CGS
 FE1829  HISTORY     - 1986     GOOD             USPSQD
 FE1829  HISTORY     - 1987     GOOD             USPSQD
 FE1829  HISTORY     - 19901128 GOOD             NGS
 FE1829
 FE1829                          STATION DESCRIPTION
 FE1829
 FE1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1829'AT BLYTHEVILLE.
 FE1829'AT BLYTHEVILLE, IN THE NORTHEAST PART OF TOWN, AT THE EAST END
 FE1829'OF EAST KENTUCKY AVENUE AND AT KENTUCKY AVENUE ENTRANCE TO WALKER
 FE1829'PARK, 82 FEET SOUTH OF SOUTHWEST CORNER OF SOUTH GATE POST
 FE1829'OF ENTRANCE TO PARK, 23 FEET WEST OF WEST EDGE OF A CONCRETE WALK
 FE1829'LEADING TO SWIMMING POOL DRESSING ROOMS, 29 FEET WEST-NORTHWEST
 FE1829'OF NORTHWEST CORNER OF DRESSING ROOM BUILDING, 4 1/2 FEET NORTH
 FE1829'OF A POWER POLE WITH A TRANSFORMER, 137 FEET SOUTH OF RM NO.
 FE1829'2, 83.8 FEET SOUTHWEST OF THE STATION MARK AND SET IN THE TOP
 FE1829'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FE1829
 FE1829                          STATION RECOVERY (1986)
 FE1829
 FE1829'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 FE1829'RECOVERED IN GOOD CONDITION.
 FE1829
 FE1829                          STATION RECOVERY (1987)
 FE1829
 FE1829'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE1829'RECOVERED IN GOOD CONDITION.
 FE1829
 FE1829                          STATION RECOVERY (1990)
 FE1829
 FE1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE1829'THE STATION IS LOCATED IN THE WEST EDGE OF THE BLYTHEVILLE CITY PARK
 FE1829'AND AT THE EAST END OF KENTUCKY STREET. OWNERSHIP-CITY OF
 FE1829'BLYTHEVILLE, DWIN H.PAINTER (SUPERINTENDENT OF DEPARTMENT OF PUBLIC
 FE1829'WORKS), 300 SOUTH 10 TH STREET, BLYTHEVILLE AR 72315. PHONE IS
 FE1829'501-763-7381. TO REACH THE STATION FROM THE COUNRY COURTHOUSE (WEST
 FE1829'WALNUT AND NORTH 2 ND STREETS) IN THE CENTER OF BLYTHEVILLE. GO NORTH
 FE1829'ON NORTH 2 ND STREET FOR 0.37 KM (0.20 MI) TO A CROSS STREET. TURN
 FE1829'RIGHT AND GO EAST ON EAST KENTUCKY STREET FOR 0.72 KM (0.45 MI) TO
 FE1829'THE WEST ENTRANCE OF THE CITY PARK AND THE STATION ON THE RIGHT JUST
 FE1829'EAST OF THE ENTRANCE AND IN THE WEST EDGE OF THE LAWN OF THE SWIMMING
 FE1829'POOL. THE STATION IS LOCATED 35.5 M (116.5 FT) SOUTH FROM THE CENTER
 FE1829'OF THE ENTRANCE ROAD, 25.7 M (84.3 FT) SOUTHWEST FROM BLYTHEVILLE
 FE1829'1955, 13.3 M (43.6 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 FE1829'CONCRETE BLOCK POOL BUILDING, 7.1 M (23.3 FT) WEST FROM THE WEST EDGE
 FE1829'OF A SIDEWALK, 1.5 M (4.9 FT) NORTH FROM UTILITY POLE NUMBER 510 36
 FE1829'589 69-3 WITH TWO TRANSFORMERS, 0.8 M (2.6 FT) EAST FROM A CHAIN LINK
 FE1829'FENCE AND 0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST. THE STATION
 FE1829'IS FLUSH WITH THE GROUND. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1830 ***********************************************************************
 FE1830  DESIGNATION -  BLYTHEVILLE RM 2
 FE1830  PID         -  FE1830
 FE1830  STATE/COUNTY-  AR/MISSISSIPPI
 FE1830  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1830
 FE1830                         *CURRENT SURVEY CONTROL
 FE1830  ___________________________________________________________________
 FE1830* NAD 83(1986)-  35 55 53.     (N)    089 53 46.     (W)     SCALED    
 FE1830* NAVD 88     -        77.065  (meters)     252.84   (feet)  ADJUSTED  
 FE1830  ___________________________________________________________________
 FE1830  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE1830  DYNAMIC HT  -          77.000 (meters)     252.62  (feet)  COMP
 FE1830  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1830
 FE1830  VERT ORDER  -  FIRST     CLASS II
 FE1830
 FE1830.The horizontal coordinates were scaled from a topographic map and have
 FE1830.an estimated accuracy of +/- 6 seconds.
 FE1830
 FE1830.The orthometric height was determined by differential leveling
 FE1830.and adjusted by the National Geodetic Survey in June 1991..
 FE1830
 FE1830.The geoid height was determined by GEOID03.
 FE1830
 FE1830.The dynamic height is computed by dividing the NAVD 88
 FE1830.geopotential number by the normal gravity value computed on the
 FE1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1830.degrees latitude (g = 980.6199 gals.).
 FE1830
 FE1830.The modeled gravity was interpolated from observed gravity values.
 FE1830
 FE1830;                    North         East    Units  Estimated Accuracy
 FE1830;SPC AR N     -   179,320.      589,840.      MT  (+/- 180 meters Scaled)
 FE1830
 FE1830                          SUPERSEDED SURVEY CONTROL
 FE1830
 FE1830  NGVD 29 (??/??/??)   77.011  (m)          252.66   (f) ADJUSTED    1 2
 FE1830
 FE1830.Superseded values are not recommended for survey control.
 FE1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1830.See file dsdata.txt to determine how the superseded data were derived.
 FE1830
 FE1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE387802(NAD 83)
 FE1830_MARKER: DR = REFERENCE MARK DISK
 FE1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1830_SP_SET: CONCRETE POST
 FE1830_STAMPING: BLYTHEVILLE NO 2 1955
 FE1830_MARK LOGO: CGS   
 FE1830_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1830+STABILITY: SURFACE MOTION
 FE1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1830+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1990
 FE1830
 FE1830  HISTORY     - Date     Condition        Report By
 FE1830  HISTORY     - 1955     MONUMENTED       CGS
 FE1830  HISTORY     - 1956     GOOD             CGS
 FE1830  HISTORY     - 1987     GOOD             USPSQD
 FE1830  HISTORY     - 19901128 GOOD             NGS
 FE1830
 FE1830                          STATION DESCRIPTION
 FE1830
 FE1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1830'AT BLYTHEVILLE.
 FE1830'AT BLYTHEVILLE, IN THE NORTHEAST PART OF TOWN, AT THE EAST END
 FE1830'OF EAST KENTUCKY AVENUE AND AT KENTUCKY AVENUE ENTRANCE TO WALKER
 FE1830'PARK, 20 FEET NORTH OF CENTER LINE OF STREET, 24 FEET NORTHEAST
 FE1830'OF NORTHEAST CORNER OF POST IN CENTER OF ENTRANCE DRIVE, 23.8
 FE1830'FEET EAST OF A FIRE HYDRANT, 79.8 FEET NORTHWEST OF STATION
 FE1830'MARK, 137 FEET NORTH OF RM NO. 1, ABOUT 1/3 FOOT ABOVE LEVEL
 FE1830'OF STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 FE1830'INCH.
 FE1830
 FE1830                          STATION RECOVERY (1987)
 FE1830
 FE1830'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE1830'RECOVERED IN GOOD CONDITION.
 FE1830
 FE1830                          STATION RECOVERY (1990)
 FE1830
 FE1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE1830'THE STATION IS LOCATED IN THE WEST EDGE OF THE BLYTHEVILLE CITY PARK
 FE1830'AND AT THE EAST END OF KENTUCKY STREET. OWNERSHIP-CITY OF
 FE1830'BLYTHEVILLE, DWIN H.PAINTER (SUPERINTENDENT OF DEPARTMENT OF PUBLIC
 FE1830'WORKS), 300 SOUTH 10 TH STREET, BLYTHEVILLE AR 72315. PHONE IS
 FE1830'501-763-7381. TO REACH THE STATION FROM THE COUNRY COURTHOUSE (WEST
 FE1830'WALNUT AND NORTH 2 ND STREETS) IN THE CENTER OF BLYTHEVILLE. GO NORTH
 FE1830'ON NORTH 2 ND STREET FOR 0.37 KM (0.20 MI) TO A CROSS STREET. TURN
 FE1830'RIGHT AND GO EAST ON EAST KENTUCKY STREET FOR 0.72 KM (0.45 MI) TO
 FE1830'THE WEST ENTRANCE OF THE CITY PARK AND THE STATION ON THE LEFT IN THE
 FE1830'CENTER OF THE EAST PART OF A CONCRETE SLAB OF A STORM DRAIN. THE
 FE1830'STATION IS LOCATED 24.3 M (79.7 FT) NORTHWEST FROM BLYTHEVILLE 1955,
 FE1830'7.2 M (23.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE STORM
 FE1830'DRAIN, 6.1 M (20.0 FT) NORTH FROM THE CENTER OF THE ENTRANCE ROAD,
 FE1830'3.7 M (12.1 FT) EAST-SOUTHEAST FROM A FIRE HYDRANT AND 3.5 M
 FE1830'(11.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE EAST BRICK POST ON
 FE1830'THE NORTH SIDE OF THE ENTRANCE. THE STATION IS FLUSH WITH THE
 FE1830'CONCRETE SLAB. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2731 ***********************************************************************
 FE2731  DESIGNATION -  BLYTHEVILLE WATER CO E TANK
 FE2731  PID         -  FE2731
 FE2731  STATE/COUNTY-  AR/MISSISSIPPI
 FE2731  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2731
 FE2731                         *CURRENT SURVEY CONTROL
 FE2731  ___________________________________________________________________
 FE2731* NAD 83(1997)-  35 55 23.83518(N)    089 54 20.40362(W)     ADJUSTED  
 FE2731* NAVD 88     -                                                        
 FE2731  ___________________________________________________________________
 FE2731  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FE2731  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2731
 FE2731  HORZ ORDER  -  THIRD
 FE2731
 FE2731.The horizontal coordinates were established by classical geodetic methods
 FE2731.and adjusted by the National Geodetic Survey in September 1999..
 FE2731
 FE2731
 FE2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2731
 FE2731.The geoid height was determined by GEOID03.
 FE2731
 FE2731;                    North         East     Units Scale Factor Converg.
 FE2731;SPC AR N     -   178,404.087   588,992.377   MT  0.99995339   +1 13 07.3
 FE2731;SPC AR N     -   585,314.08  1,932,385.82   sFT  0.99995339   +1 13 07.3
 FE2731;SPC MO E     -    10,143.576   303,635.771   MT  0.99996877   +0 20 55.3
 FE2731;UTM  16      - 3,979,342.180   237,830.382   MT  1.00044702   -1 42 20.6
 FE2731
 FE2731                          SUPERSEDED SURVEY CONTROL
 FE2731
 FE2731  NAD 83(1997)-  35 55 23.83755(N)    089 54 20.40579(W) AD(       ) 4
 FE2731  NAD 83(1986)-  35 55 23.84804(N)    089 54 20.40271(W) AD(       ) 4
 FE2731  NAD 27      -  35 55 23.58700(N)    089 54 20.09500(W) AD(       ) 3
 FE2731
 FE2731.Superseded values are not recommended for survey control.
 FE2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2731.See file dsdata.txt to determine how the superseded data were derived.
 FE2731
 FE2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3783079342(NAD 83)
 FE2731_MARKER: 53 = ELEVATED TANK
 FE2731
 FE2731  HISTORY     - Date     Condition        Report By
 FE2731  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2731  HISTORY     - 1987     GOOD             USPSQD
 FE2731
 FE2731                          STATION DESCRIPTION
 FE2731
 FE2731'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2731'THE STATION IS IN THE SOUTHEAST PART OF TOWN AND 200 FEET WEST OF THE
 FE2731'RAILROAD TRACKS.
 FE2731'
 FE2731'THE STATION IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A WATER TANK
 FE2731'WITH THE LEGEND WATER IS CHEAP PAINTED ON THE SIDE OF THE TANK.  IT
 FE2731'IS ABOUT 100 FEET HIGH AND THE STRUCTURE IS PAINTED ALUMINUM
 FE2731'THROUGHOUT.
 FE2731'
 FE2731'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 FE2731
 FE2731                          STATION RECOVERY (1987)
 FE2731
 FE2731'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2732 ***********************************************************************
 FE2732  DESIGNATION -  BLYTHEVILLE WATER CO W TANK
 FE2732  PID         -  FE2732
 FE2732  STATE/COUNTY-  AR/MISSISSIPPI
 FE2732  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2732
 FE2732                         *CURRENT SURVEY CONTROL
 FE2732  ___________________________________________________________________
 FE2732* NAD 83(1997)-  35 55 31.36657(N)    089 55 17.60071(W)     ADJUSTED  
 FE2732* NAVD 88     -                                                        
 FE2732  ___________________________________________________________________
 FE2732  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FE2732  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2732
 FE2732  HORZ ORDER  -  THIRD
 FE2732
 FE2732.The horizontal coordinates were established by classical geodetic methods
 FE2732.and adjusted by the National Geodetic Survey in September 1999..
 FE2732
 FE2732
 FE2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2732
 FE2732.The geoid height was determined by GEOID03.
 FE2732
 FE2732;                    North         East     Units Scale Factor Converg.
 FE2732;SPC AR N     -   178,605.774   587,553.952   MT  0.99995361   +1 12 34.0
 FE2732;SPC AR N     -   585,975.78  1,927,666.59   sFT  0.99995361   +1 12 34.0
 FE2732;SPC MO E     -    10,367.083   302,200.554   MT  0.99996690   +0 20 21.8
 FE2732;UTM  16      - 3,979,617.130   236,403.410   MT  1.00045627   -1 42 54.6
 FE2732;UTM  15      - 3,980,052.524   777,755.978   MT  1.00055074   +1 48 26.5
 FE2732
 FE2732                          SUPERSEDED SURVEY CONTROL
 FE2732
 FE2732  NAD 83(1997)-  35 55 31.36906(N)    089 55 17.60339(W) AD(       ) 4
 FE2732  NAD 83(1986)-  35 55 31.37977(N)    089 55 17.60021(W) AD(       ) 4
 FE2732  NAD 27      -  35 55 31.11500(N)    089 55 17.28700(W) AD(       ) 3
 FE2732
 FE2732.Superseded values are not recommended for survey control.
 FE2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2732.See file dsdata.txt to determine how the superseded data were derived.
 FE2732
 FE2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3640379617(NAD 83)
 FE2732_MARKER: 53 = ELEVATED TANK
 FE2732
 FE2732  HISTORY     - Date     Condition        Report By
 FE2732  HISTORY     - 1960     FIRST OBSERVED   CGS
 FE2732  HISTORY     - 1987     GOOD             USPSQD
 FE2732
 FE2732                          STATION DESCRIPTION
 FE2732
 FE2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2732'THE STATION IS THE BALL ATOP THE LARGEST WATER TANK OF TWO, AT THE
 FE2732'SOUTH PART OF BLYTHEVILLE, LOCATED AT SOUTH 15TH STREET AND WEST
 FE2732'ASH STREET.
 FE2732'
 FE2732'THE TANK IS A 10-LEGGED STEEL STRUCTURE, PAINTED SILVER AND HAS
 FE2732'LETTERS BLYTHEVILLE WATER CO. ARTESIAN WATER PAINTED IN BLACK ON THE
 FE2732'TANK.  THIS TANK IS ABOUT 150 FEET WEST OF THE FEDERAL COMPRESS AND
 FE2732'WHSE. CO. WEST TANK.  IT IS ABOUT 80 FEET HIGH.
 FE2732
 FE2732                          STATION RECOVERY (1987)
 FE2732
 FE2732'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0237 ***********************************************************************
 GE0237  DESIGNATION -  BM
 GE0237  PID         -  GE0237
 GE0237  STATE/COUNTY-  AR/CLAY
 GE0237  USGS QUAD   -  KNOBEL (1993)
 GE0237
 GE0237                         *CURRENT SURVEY CONTROL
 GE0237  ___________________________________________________________________
 GE0237* NAD 83(1986)-  36 21 50.     (N)    090 35 21.     (W)     SCALED    
 GE0237* NAVD 88     -        87.694  (meters)     287.71   (feet)  ADJUSTED  
 GE0237  ___________________________________________________________________
 GE0237  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GE0237  DYNAMIC HT  -          87.624 (meters)     287.48  (feet)  COMP
 GE0237  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GE0237
 GE0237  VERT ORDER  -  FIRST     CLASS II
 GE0237
 GE0237.The horizontal coordinates were scaled from a topographic map and have
 GE0237.an estimated accuracy of +/- 6 seconds.
 GE0237
 GE0237.The orthometric height was determined by differential leveling
 GE0237.and adjusted by the National Geodetic Survey in June 1991..
 GE0237
 GE0237.The geoid height was determined by GEOID03.
 GE0237
 GE0237.The dynamic height is computed by dividing the NAVD 88
 GE0237.geopotential number by the normal gravity value computed on the
 GE0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0237.degrees latitude (g = 980.6199 gals.).
 GE0237
 GE0237.The modeled gravity was interpolated from observed gravity values.
 GE0237
 GE0237;                    North         East    Units  Estimated Accuracy
 GE0237;SPC AR N     -   226,190.      526,620.      MT  (+/- 180 meters Scaled)
 GE0237
 GE0237                          SUPERSEDED SURVEY CONTROL
 GE0237
 GE0237  NGVD 29 (??/??/92)   87.685  (m)          287.68   (f) ADJ UNCH    1 2
 GE0237
 GE0237.Superseded values are not recommended for survey control.
 GE0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0237.See file dsdata.txt to determine how the superseded data were derived.
 GE0237
 GE0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA162270(NAD 83)
 GE0237_MARKER: DD = SURVEY DISK
 GE0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0237_SP_SET: PIER
 GE0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0237
 GE0237  HISTORY     - Date     Condition        Report By
 GE0237  HISTORY     - UNK      MONUMENTED       DOD
 GE0237  HISTORY     - 1956     GOOD             NGS
 GE0237
 GE0237                          STATION DESCRIPTION
 GE0237
 GE0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0237'3 MI S FROM CORNING.
 GE0237'3.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0237'STATION AT CORNING, ABOUT 0.3 MILE SOUTH OF MILE POLE 195, AT
 GE0237'TELEPHONE POLE NO. 195/11, IN THE TOP OF THE WEST END OF SOUTH
 GE0237'CONCRETE PIER OF STEEL BRIDGE OVER BLACK RIVER, 10 3/4 FEET WEST
 GE0237'OF WEST RAIL, 1 1/2 FEET EAST OF WEST END OF PIER AND ABOUT 7
 GE0237'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0266 ***********************************************************************
 GE0266  DESIGNATION -  BM
 GE0266  PID         -  GE0266
 GE0266  STATE/COUNTY-  AR/CLAY
 GE0266  USGS QUAD   -  CORNING (1964)
 GE0266
 GE0266                         *CURRENT SURVEY CONTROL
 GE0266  ___________________________________________________________________
 GE0266* NAD 83(1986)-  36 24 07.     (N)    090 32 28.     (W)     SCALED    
 GE0266* NAVD 88     -        89.807  (meters)     294.64   (feet)  ADJUSTED  
 GE0266  ___________________________________________________________________
 GE0266  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GE0266  DYNAMIC HT  -          89.735 (meters)     294.41  (feet)  COMP
 GE0266  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 GE0266
 GE0266  VERT ORDER  -  FIRST     CLASS II
 GE0266
 GE0266.The horizontal coordinates were scaled from a topographic map and have
 GE0266.an estimated accuracy of +/- 6 seconds.
 GE0266
 GE0266.The orthometric height was determined by differential leveling
 GE0266.and adjusted by the National Geodetic Survey in June 1991..
 GE0266
 GE0266.The geoid height was determined by GEOID03.
 GE0266
 GE0266.The dynamic height is computed by dividing the NAVD 88
 GE0266.geopotential number by the normal gravity value computed on the
 GE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0266.degrees latitude (g = 980.6199 gals.).
 GE0266
 GE0266.The modeled gravity was interpolated from observed gravity values.
 GE0266
 GE0266;                    North         East    Units  Estimated Accuracy
 GE0266;SPC AR N     -   230,480.      530,870.      MT  (+/- 180 meters Scaled)
 GE0266
 GE0266                          SUPERSEDED SURVEY CONTROL
 GE0266
 GE0266  NGVD 29 (??/??/92)   89.797  (m)          294.61   (f) ADJ UNCH    1 2
 GE0266
 GE0266.Superseded values are not recommended for survey control.
 GE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0266.See file dsdata.txt to determine how the superseded data were derived.
 GE0266
 GE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA205313(NAD 83)
 GE0266_MARKER: DD = SURVEY DISK
 GE0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0266_SP_SET: PIER
 GE0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0266
 GE0266  HISTORY     - Date     Condition        Report By
 GE0266  HISTORY     - UNK      MONUMENTED       DOD
 GE0266  HISTORY     - 1956     GOOD             NGS
 GE0266  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0266
 GE0266                          STATION DESCRIPTION
 GE0266
 GE0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0266'2.2 MI E FROM CORNING.
 GE0266'2.2 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CROSSING OF THE
 GE0266'MISSOURI PACIFIC RAILROAD AT CORNING, AT BRIDGE OVER BLACK RIVER,
 GE0266'IN THE TOP OF THE NORTH END OF THE FIRST CONCRETE PIER EAST OF
 GE0266'THE BRIDGE TURNTABLE OF DRAW BRIDGE, 10 FEET NORTH OF CENTER
 GE0266'LINE OF HIGHWAY AND ABOUT 3 FEET BELOW LEVEL OF BRIDGE FLOOR.
 GE0266
 GE0266                          STATION RECOVERY (2002)
 GE0266
 GE0266'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0274 ***********************************************************************
 DL0274  DESIGNATION -  BM
 DL0274  PID         -  DL0274
 DL0274  STATE/COUNTY-  AR/UNION
 DL0274  USGS QUAD   -  CALION (1978)
 DL0274
 DL0274                         *CURRENT SURVEY CONTROL
 DL0274  ___________________________________________________________________
 DL0274* NAD 83(1986)-  33 19 45.     (N)    092 32 36.     (W)     SCALED    
 DL0274* NAVD 88     -        30.125  (meters)      98.84   (feet)  ADJUSTED  
 DL0274  ___________________________________________________________________
 DL0274  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0274  DYNAMIC HT  -          30.093 (meters)      98.73  (feet)  COMP
 DL0274  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 DL0274
 DL0274  VERT ORDER  -  SECOND    CLASS 0
 DL0274
 DL0274.The horizontal coordinates were scaled from a topographic map and have
 DL0274.an estimated accuracy of +/- 6 seconds.
 DL0274
 DL0274.The orthometric height was determined by differential leveling
 DL0274.and adjusted by the National Geodetic Survey in June 1991..
 DL0274
 DL0274.The geoid height was determined by GEOID03.
 DL0274
 DL0274.The dynamic height is computed by dividing the NAVD 88
 DL0274.geopotential number by the normal gravity value computed on the
 DL0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0274.degrees latitude (g = 980.6199 gals.).
 DL0274
 DL0274.The modeled gravity was interpolated from observed gravity values.
 DL0274
 DL0274;                    North         East    Units  Estimated Accuracy
 DL0274;SPC AR S     -   473,620.      349,410.      MT  (+/- 180 meters Scaled)
 DL0274
 DL0274                          SUPERSEDED SURVEY CONTROL
 DL0274
 DL0274  NGVD 29 (??/??/92)   30.164  (m)           98.96   (f) ADJ UNCH    2 0
 DL0274
 DL0274.Superseded values are not recommended for survey control.
 DL0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0274.See file dsdata.txt to determine how the superseded data were derived.
 DL0274
 DL0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS425878(NAD 83)
 DL0274_MARKER: X = CHISELED CROSS
 DL0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0274_SP_SET: SEMAPHORE BASE
 DL0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0274
 DL0274  HISTORY     - Date     Condition        Report By
 DL0274  HISTORY     - UNK      MONUMENTED       USGS
 DL0274  HISTORY     - 1960     GOOD             NGS
 DL0274  HISTORY     - 1964     GOOD             NGS
 DL0274
 DL0274                          STATION DESCRIPTION
 DL0274
 DL0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0274'IN CALION.
 DL0274'AT CALION, ABOUT 0.05 MILE WEST ALONG A PAVED STREET FROM THE POST
 DL0274'OFFICE, 48 FEET NORTHEAST OF THE EAST CORNER OF THE CHICAGO, ROCK
 DL0274'ISLAND AND PACIFIC RAILROAD STATION, NEAR THE SECTION LINE OF SECTIONS
 DL0274'15 AND 16, T 16 S, R 14 W, IN THE TOP OF THE SOUTH CORNER OF AN
 DL0274'ABANDONED SEMAPHORE BASE, 13 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL
 DL0274'OF THE MAIN TRACK, 6 RAILS NORTHEAST OF THE CENTER OF THE CROSSING OF
 DL0274'THE RAILROAD AND A PAVED ROAD, 1 FOOT ABOVE THE GROUND, AND ABOUT
 DL0274'LEVEL WITH THE TRACK.
 DL0274
 DL0274                          STATION RECOVERY (1964)
 DL0274
 DL0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0673 ***********************************************************************
 EJ0673  DESIGNATION -  BM
 EJ0673  PID         -  EJ0673
 EJ0673  STATE/COUNTY-  AR/HOT SPRING
 EJ0673  USGS QUAD   -  DONALDSON (1984)
 EJ0673
 EJ0673                         *CURRENT SURVEY CONTROL
 EJ0673  ___________________________________________________________________
 EJ0673* NAD 83(1986)-  34 14 14.     (N)    092 55 26.     (W)     SCALED    
 EJ0673* NAVD 88     -        69.985  (meters)     229.61   (feet)  ADJUSTED  
 EJ0673  ___________________________________________________________________
 EJ0673  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0673  DYNAMIC HT  -          69.917 (meters)     229.39  (feet)  COMP
 EJ0673  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 EJ0673
 EJ0673  VERT ORDER  -  FIRST     CLASS II
 EJ0673
 EJ0673.The horizontal coordinates were scaled from a topographic map and have
 EJ0673.an estimated accuracy of +/- 6 seconds.
 EJ0673
 EJ0673.The orthometric height was determined by differential leveling
 EJ0673.and adjusted by the National Geodetic Survey in June 1991..
 EJ0673
 EJ0673.The geoid height was determined by GEOID03.
 EJ0673
 EJ0673.The dynamic height is computed by dividing the NAVD 88
 EJ0673.geopotential number by the normal gravity value computed on the
 EJ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0673.degrees latitude (g = 980.6199 gals.).
 EJ0673
 EJ0673.The modeled gravity was interpolated from observed gravity values.
 EJ0673
 EJ0673;                    North         East    Units  Estimated Accuracy
 EJ0673;SPC AR S     -   574,580.      314,890.      MT  (+/- 180 meters Scaled)
 EJ0673
 EJ0673                          SUPERSEDED SURVEY CONTROL
 EJ0673
 EJ0673  NGVD 29 (??/??/92)   69.999  (m)          229.66   (f) ADJ UNCH    1 2
 EJ0673
 EJ0673.Superseded values are not recommended for survey control.
 EJ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0673.See file dsdata.txt to determine how the superseded data were derived.
 EJ0673
 EJ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT070884(NAD 83)
 EJ0673_MARKER: P = PIPE CAP
 EJ0673_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0673_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0673
 EJ0673  HISTORY     - Date     Condition        Report By
 EJ0673  HISTORY     - UNK      MONUMENTED       DOD
 EJ0673  HISTORY     - 1935     GOOD             NGS
 EJ0673
 EJ0673                          STATION DESCRIPTION
 EJ0673
 EJ0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0673'IN DONALDSON.
 EJ0673'IN THE TOWN OF DONALDSON, ALONG M.P.R.R. FROM STATION.  80.2 FEET WEST
 EJ0673'OF CENTERLINE OF MAIN TRACK AT THE RAILROAD STATION.  59.5 FEET
 EJ0673'NORTHWEST OF POLE 399+26.  5.2 FEET WEST OF PROPERTY-LINE FENCE IN THE
 EJ0673'SOUTHEAST CORNER OF J.D.NIXS YARD.  CAP RIVETED TO TOP OF A 3 INCH
 EJ0673'PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0200 ***********************************************************************
 EJ0200  DESIGNATION -  BM
 EJ0200  PID         -  EJ0200
 EJ0200  STATE/COUNTY-  AR/PULASKI
 EJ0200  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0200
 EJ0200                         *CURRENT SURVEY CONTROL
 EJ0200  ___________________________________________________________________
 EJ0200* NAD 83(1986)-  34 45 14.     (N)    092 15 33.     (W)     SCALED    
 EJ0200* NAVD 88     -        78.891  (meters)     258.83   (feet)  ADJUSTED  
 EJ0200  ___________________________________________________________________
 EJ0200  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ0200  DYNAMIC HT  -          78.818 (meters)     258.59  (feet)  COMP
 EJ0200  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 EJ0200
 EJ0200  VERT ORDER  -  SECOND    CLASS 0
 EJ0200
 EJ0200.The horizontal coordinates were scaled from a topographic map and have
 EJ0200.an estimated accuracy of +/- 6 seconds.
 EJ0200
 EJ0200.The orthometric height was determined by differential leveling
 EJ0200.and adjusted by the National Geodetic Survey in June 1991..
 EJ0200
 EJ0200.The geoid height was determined by GEOID03.
 EJ0200
 EJ0200.The dynamic height is computed by dividing the NAVD 88
 EJ0200.geopotential number by the normal gravity value computed on the
 EJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0200.degrees latitude (g = 980.6199 gals.).
 EJ0200
 EJ0200.The modeled gravity was interpolated from observed gravity values.
 EJ0200
 EJ0200;                    North         East    Units  Estimated Accuracy
 EJ0200;SPC AR S     -   631,540.      376,270.      MT  (+/- 180 meters Scaled)
 EJ0200
 EJ0200                          SUPERSEDED SURVEY CONTROL
 EJ0200
 EJ0200  NGVD 29 (??/??/92)   78.94   (m)          259.0    (f) COMPUTED    2 0
 EJ0200
 EJ0200.Superseded values are not recommended for survey control.
 EJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0200.See file dsdata.txt to determine how the superseded data were derived.
 EJ0200
 EJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU678460(NAD 83)
 EJ0200_MARKER: B = BOLT
 EJ0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0200_SP_SET: STEP
 EJ0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0200
 EJ0200  HISTORY     - Date     Condition        Report By
 EJ0200  HISTORY     - UNK      MONUMENTED       RBNF
 EJ0200  HISTORY     - 1935     GOOD             NGS
 EJ0200  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0200  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0200
 EJ0200                          STATION DESCRIPTION
 EJ0200
 EJ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0200'IN NORTH LITTLE ROCK.
 EJ0200'0.6 MI. SOUTH OF NORTH LITTLE ROCK STATION OF MISSOURI PACIFIC
 EJ0200'RAILROAD, ON NORTH BANK OF ARKANSAS RIVER, ON NORTH SIDE OF WASHINGTON
 EJ0200'STREET.  200 FEET NORTHWEST OF NORTH END OF BRIDGE NO. 477, SPANNING
 EJ0200'ARKANSAS RIVER.  100 FEET WEST OF CENTER-LINE OF MISSOURI PACIFIC
 EJ0200'RAILROAD TRACK.  1 FOOT SOUTH OF FRONT (S.) WALL OF SMALL BRICK
 EJ0200'BUILDING, ON BUTTRESS OF STEPS.
 EJ0200
 EJ0200                          STATION RECOVERY (1988)
 EJ0200
 EJ0200'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDD)
 EJ0200'MARK NOT FOUND.
 EJ0200
 EJ0200                          STATION RECOVERY (1989)
 EJ0200
 EJ0200'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1144 ***********************************************************************
 DK1144  DESIGNATION -  BM
 DK1144  PID         -  DK1144
 DK1144  STATE/COUNTY-  AR/CHICOT
 DK1144  USGS QUAD   -  READLAND (1970)
 DK1144
 DK1144                         *CURRENT SURVEY CONTROL
 DK1144  ___________________________________________________________________
 DK1144* NAD 83(1986)-  33 05 18.     (N)    091 10 52.     (W)     SCALED    
 DK1144* NAVD 88     -        38.275  (meters)     125.57   (feet)  ADJUSTED  
 DK1144  ___________________________________________________________________
 DK1144  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DK1144  DYNAMIC HT  -          38.234 (meters)     125.44  (feet)  COMP
 DK1144  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DK1144
 DK1144  VERT ORDER  -  SECOND    CLASS 0
 DK1144
 DK1144.The horizontal coordinates were scaled from a topographic map and have
 DK1144.an estimated accuracy of +/- 6 seconds.
 DK1144
 DK1144.The orthometric height was determined by differential leveling
 DK1144.and adjusted by the National Geodetic Survey in June 1991..
 DK1144
 DK1144.The geoid height was determined by GEOID03.
 DK1144
 DK1144.The dynamic height is computed by dividing the NAVD 88
 DK1144.geopotential number by the normal gravity value computed on the
 DK1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1144.degrees latitude (g = 980.6199 gals.).
 DK1144
 DK1144.The modeled gravity was interpolated from observed gravity values.
 DK1144
 DK1144;                    North         East    Units  Estimated Accuracy
 DK1144;SPC AR S     -   447,080.      476,460.      MT  (+/- 180 meters Scaled)
 DK1144
 DK1144                          SUPERSEDED SURVEY CONTROL
 DK1144
 DK1144  NGVD 29 (??/??/??)   38.347  (m)          125.81   (f) ADJUSTED    2 0
 DK1144
 DK1144.Superseded values are not recommended for survey control.
 DK1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1144.See file dsdata.txt to determine how the superseded data were derived.
 DK1144
 DK1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS697625(NAD 83)
 DK1144_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1144_STAMPING: USBM 1894
 DK1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1144
 DK1144  HISTORY     - Date     Condition        Report By
 DK1144  HISTORY     - 1894     MONUMENTED       USE
 DK1144  HISTORY     - 1935     GOOD             CGS
 DK1144
 DK1144                          STATION DESCRIPTION
 DK1144
 DK1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1144'6.1 MI SE FROM EUDORA.
 DK1144'6.1 MILES SOUTHEAST OF, FROM CITY HALL ON THE OLD LEVEE, 0.5 MILE
 DK1144'SOUTH OF STANDARD OIL PUMP PLANT, 0.5 MILE NORTH OF JUNCTION OF OLD
 DK1144'AND NEW LEVEES, 150 FEET SOUTHEAST OF MISS. RIVER COMM. B.M., 15 FEET
 DK1144'WEST OF CENTER-LINE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0226 ***********************************************************************
 EK0226  DESIGNATION -  BM
 EK0226  PID         -  EK0226
 EK0226  STATE/COUNTY-  AR/HOWARD
 EK0226  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0226
 EK0226                         *CURRENT SURVEY CONTROL
 EK0226  ___________________________________________________________________
 EK0226* NAD 83(1986)-  34 15 49.     (N)    094 11 35.     (W)     SCALED    
 EK0226* NAVD 88     -       159.054  (meters)     521.83   (feet)  ADJUSTED  
 EK0226  ___________________________________________________________________
 EK0226  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 EK0226  DYNAMIC HT  -         158.891 (meters)     521.29  (feet)  COMP
 EK0226  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 EK0226
 EK0226  VERT ORDER  -  SECOND    CLASS 0
 EK0226
 EK0226.The horizontal coordinates were scaled from a topographic map and have
 EK0226.an estimated accuracy of +/- 6 seconds.
 EK0226
 EK0226.The orthometric height was determined by differential leveling
 EK0226.and adjusted by the National Geodetic Survey in June 1991..
 EK0226
 EK0226.The geoid height was determined by GEOID03.
 EK0226
 EK0226.The dynamic height is computed by dividing the NAVD 88
 EK0226.geopotential number by the normal gravity value computed on the
 EK0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0226.degrees latitude (g = 980.6199 gals.).
 EK0226
 EK0226.The modeled gravity was interpolated from observed gravity values.
 EK0226
 EK0226;                    North         East    Units  Estimated Accuracy
 EK0226;SPC AR S     -   579,290.      198,050.      MT  (+/- 180 meters Scaled)
 EK0226
 EK0226                          SUPERSEDED SURVEY CONTROL
 EK0226
 EK0226  NGVD 29 (??/??/92)  159.01   (m)          521.7    (f) COMPUTED    2 0
 EK0226
 EK0226.Superseded values are not recommended for survey control.
 EK0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0226.See file dsdata.txt to determine how the superseded data were derived.
 EK0226
 EK0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT901920(NAD 83)
 EK0226_MARKER: P = PIPE CAP
 EK0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0226
 EK0226  HISTORY     - Date     Condition        Report By
 EK0226  HISTORY     - UNK      MONUMENTED       DOD
 EK0226  HISTORY     - 1935     GOOD             NGS
 EK0226  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0226
 EK0226                          STATION DESCRIPTION
 EK0226
 EK0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0226'7.9 MI W FROM BURG.
 EK0226'7.9 MILES WEST OF, ALONG OLD BURG-WICKS ROAD, FROM JCT. OF
 EK0226'BURG-GILLHAM RD. WITH UMPIRE RD.  AT THE FORD OF THE COSSATOT
 EK0226'RIVER, 162 FEET WEST OF ROAD CENTERLINE OF A POINT 86 FEET SOUTH
 EK0226'OF A FENCE CORNER AND TURN IN ROAD WESTWARD, 26 FEET SOUTHEAST
 EK0226'OF THE SOUTHEAST CORNER OF AN ABANDONED FARM HOUSE, ON THE
 EK0226'NORTH BANK OF THE RIVER.  CAP RIVETED ON TOP OF A 3-INCH PIPE
 EK0226'SET IN CONCRETE AND PROJECTING 1.5 FT. ABOVE THE GROUND.
 EK0226
 EK0226                          STATION RECOVERY (1961)
 EK0226
 EK0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1286 ***********************************************************************
 EH1286  DESIGNATION -  BM
 EH1286  PID         -  EH1286
 EH1286  STATE/COUNTY-  AR/MONROE
 EH1286  USGS QUAD   -  BRINKLEY (1971)
 EH1286
 EH1286                         *CURRENT SURVEY CONTROL
 EH1286  ___________________________________________________________________
 EH1286* NAD 83(1986)-  34 58 06.     (N)    091 12 08.     (W)     SCALED    
 EH1286* NAVD 88     -        55.69   (+/-2cm)     182.7    (feet)  VERTCON   
 EH1286  ___________________________________________________________________
 EH1286  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1286
 EH1286  VERT ORDER  -  ? (See Below)
 EH1286
 EH1286.The horizontal coordinates were scaled from a topographic map and have
 EH1286.an estimated accuracy of +/- 6 seconds.
 EH1286
 EH1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1286.The vertical order pertains to the NGVD 29 superseded value.
 EH1286
 EH1286.The geoid height was determined by GEOID03.
 EH1286
 EH1286;                    North         East    Units  Estimated Accuracy
 EH1286;SPC AR S     -   655,580.      472,860.      MT  (+/- 180 meters Scaled)
 EH1286
 EH1286                          SUPERSEDED SURVEY CONTROL
 EH1286
 EH1286  NGVD 29 (??/??/??)   55.674  (m)          182.66   (f) ADJUSTED    ?  
 EH1286
 EH1286.Superseded values are not recommended for survey control.
 EH1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1286.See file dsdata.txt to determine how the superseded data were derived.
 EH1286
 EH1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU641710(NAD 83)
 EH1286_MARKER: Q = CHISELED SQUARE
 EH1286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1286_SP_SET: FOUNDATIONS
 EH1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1286
 EH1286  HISTORY     - Date     Condition        Report By
 EH1286  HISTORY     - UNK      MONUMENTED       CGS
 EH1286  HISTORY     - 1935     GOOD             CGS
 EH1286
 EH1286                          STATION DESCRIPTION
 EH1286
 EH1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1286'1.7 MI NW FROM FARGO.
 EH1286'ABOUT 1.7 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 EH1286'RAILWAY FROM THE CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT
 EH1286'FARGO, MONROE COUNTY, AT THE WATER STOP AT DEVUE, ABOUT 95 FEET WEST
 EH1286'OF THE WEST END OF BRIDGE 309.9, 37 FEET WEST OF THE WEST EDGE OF THE
 EH1286'PUMP HOUSE, ON THE TOP OF THE NORTHEAST CORNER OF THE MORE NORTHERLY
 EH1286'OF THE TWO MOST EASTERLY CONCRETE FOUNDATIONS OF THE WATER TANK, AND
 EH1286'18 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0881 ***********************************************************************
 EK0881  DESIGNATION -  BM
 EK0881  PID         -  EK0881
 EK0881  STATE/COUNTY-  AR/POLK
 EK0881  USGS QUAD   -  VANDERVOORT (1984)
 EK0881
 EK0881                         *CURRENT SURVEY CONTROL
 EK0881  ___________________________________________________________________
 EK0881* NAD 83(1997)-  34 29 11.38764(N)    094 21 47.37349(W)     ADJUSTED  
 EK0881* NAVD 88     -       318.18   (+/-2cm)    1043.9    (feet)  VERTCON   
 EK0881  ___________________________________________________________________
 EK0881  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 EK0881  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 EK0881
 EK0881  HORZ ORDER  -  SECOND
 EK0881  VERT ORDER  -  THIRD ? (See Below)
 EK0881
 EK0881.The horizontal coordinates were established by classical geodetic methods
 EK0881.and adjusted by the National Geodetic Survey in September 1999..
 EK0881
 EK0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0881.The vertical order pertains to the NGVD 29 superseded value.
 EK0881
 EK0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0881
 EK0881.The geoid height was determined by GEOID03.
 EK0881
 EK0881;                    North         East     Units Scale Factor Converg.
 EK0881;SPC AR S     -   604,349.610   182,962.742   MT  0.99994951   -1 19 21.5
 EK0881;SPC AR S     - 1,982,770.35    600,270.26   sFT  0.99994951   -1 19 21.5
 EK0881;SPC OK S     -   133,929.472   933,968.046   MT  0.99993739   +2 03 51.6
 EK0881;SPC OK S     -   439,400.28  3,064,193.50   sFT  0.99993739   +2 03 51.6
 EK0881;UTM  15      - 3,816,943.056   374,833.105   MT  0.99979311   -0 46 19.0
 EK0881
 EK0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0881!SPC AR S     -   0.99995477  x   0.99994951  =   0.99990429
 EK0881!SPC OK S     -   0.99995477  x   0.99993739  =   0.99989217
 EK0881!UTM  15      -   0.99995477  x   0.99979311  =   0.99974789
 EK0881
 EK0881                          SUPERSEDED SURVEY CONTROL
 EK0881
 EK0881  NAD 83(1997)-  34 29 11.39154(N)    094 21 47.37156(W) AD(       ) 2
 EK0881  NAD 83(1986)-  34 29 11.39418(N)    094 21 47.36566(W) AD(       ) 2
 EK0881  NAD 27      -  34 29 11.00700(N)    094 21 46.58600(W) AD(       ) 2
 EK0881  NGVD 29 (07/19/86)  318.10   (m)         1043.6    (f) LEVELING    3  
 EK0881
 EK0881.Superseded values are not recommended for survey control.
 EK0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0881.See file dsdata.txt to determine how the superseded data were derived.
 EK0881
 EK0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7483316943(NAD 83)
 EK0881_MARKER: DB = BENCH MARK DISK
 EK0881_SETTING: 0 = UNSPECIFIED SETTING
 EK0881
 EK0881  HISTORY     - Date     Condition        Report By
 EK0881  HISTORY     - 1952     MONUMENTED       USGS
 EK0881  HISTORY     - 1961     GOOD             CGS
 EK0881
 EK0881                          STATION DESCRIPTION
 EK0881
 EK0881'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (DAJ)
 EK0881'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF MENA AND
 EK0881'1 MILE WEST OF HATFIELD.  IT IS 47 FEET EAST OF A T INTERSECTION
 EK0881'OF TWO GRAVEL ROADS AND 11 FEET WEST OF A FENCE.  IT IS A
 EK0881'FOUR INCH STEEL PIPE THAT PROJECTS 22 INCHES.  THE STANDARD
 EK0881'USGS BM DISK IS RIVETED TO THE TOP OF THE PIPE AND IS STAMPED
 EK0881'1908, ELEVATION (1048) 1043.
 EK0881'
 EK0881'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EK0881'HATFIELD TO BM (USGS) THE DISTANCE IS 60.848 METERS EAST.
 EK0881'(199.63 FEET).
 EK0881'
 EK0881'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE MAIN
 EK0881'INTERSECTION IN HATFIELD, GO EAST 0.5 MILE TO THE NORTHWEST
 EK0881'CORNER OF THE SCHOOLYARD, TURN LEFT AND FOLLOW THE MAIN GRAVEL
 EK0881'ROAD NORTHEAST AND THEN EAST FOR 1.0 MILE TO THE STATION
 EK0881'AT THE T INTERSECTION AS DESCRIBED.
 EK0881'
 EK0881'OFFICE NOTE--RECONNAISSANCE DESCRIPTION STATES THE BM IS
 EK0881'STAMPED 1043 AND THE USGS QUAD SHOWS THE BM AS 1043.
 EK0881
 EK0881                          STATION RECOVERY (1961)
 EK0881
 EK0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0881'STATION RECOVERED AS DESCRIBED AND THE PIPE MARK FOUND IN
 EK0881'GOOD CONDITION.
 EK0881'
 EK0881'THE DESCRIPTION TO REACH THIS MARK AND TRIANGULATION STATION
 EK0881'HATFIELD IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0823 ***********************************************************************
 EK0823  DESIGNATION -  BOARD CAMP
 EK0823  PID         -  EK0823
 EK0823  STATE/COUNTY-  AR/POLK
 EK0823  USGS QUAD   -  BOARD CAMP (1975)
 EK0823
 EK0823                         *CURRENT SURVEY CONTROL
 EK0823  ___________________________________________________________________
 EK0823* NAD 83(1997)-  34 32 02.11830(N)    094 05 20.21541(W)     ADJUSTED  
 EK0823* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 EK0823  ___________________________________________________________________
 EK0823  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 EK0823  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EK0823
 EK0823  HORZ ORDER  -  SECOND
 EK0823
 EK0823.The horizontal coordinates were established by classical geodetic methods
 EK0823.and adjusted by the National Geodetic Survey in September 1999..
 EK0823
 EK0823.The orthometric height was scaled from a topographic map.
 EK0823
 EK0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0823
 EK0823.The geoid height was determined by GEOID03.
 EK0823
 EK0823;                    North         East     Units Scale Factor Converg.
 EK0823;SPC AR S     -   609,061.585   208,250.404   MT  0.99995637   -1 10 09.0
 EK0823;SPC AR S     - 1,998,229.55    683,234.87   sFT  0.99995637   -1 10 09.0
 EK0823;UTM  15      - 3,821,897.120   400,069.315   MT  0.99972309   -0 37 02.5
 EK0823
 EK0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0823!SPC AR S     -   0.99995470  x   0.99995637  =   0.99991107
 EK0823!UTM  15      -   0.99995470  x   0.99972309  =   0.99967780
 EK0823
 EK0823|---------------------------------------------------------------------|
 EK0823| PID    Reference Object                     Distance      Geod. Az  |
 EK0823|                                                           dddmmss.s |
 EK0823| CX5050 BOARD CAMP RM 1                      17.285 METERS 20822     |
 EK0823| EK0861 EAGLE MTN LOOKOUT TOWER             APPROX.10.1 KM 2092011.0 |
 EK0823| CX5051 BOARD CAMP RM 2                      10.732 METERS 34616     |
 EK0823|---------------------------------------------------------------------|
 EK0823
 EK0823                          SUPERSEDED SURVEY CONTROL
 EK0823
 EK0823  NAD 83(1997)-  34 32 02.12317(N)    094 05 20.21445(W) AD(       ) 2
 EK0823  NAD 83(1986)-  34 32 02.12519(N)    094 05 20.20968(W) AD(       ) 2
 EK0823  NAD 27      -  34 32 01.73600(N)    094 05 19.47200(W) AD(       ) 2
 EK0823
 EK0823.Superseded values are not recommended for survey control.
 EK0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0823.See file dsdata.txt to determine how the superseded data were derived.
 EK0823
 EK0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0006921897(NAD 83)
 EK0823_MARKER: DS = TRIANGULATION STATION DISK
 EK0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0823
 EK0823  HISTORY     - Date     Condition        Report By
 EK0823  HISTORY     - 1952     MONUMENTED       CGS
 EK0823  HISTORY     - 1961     GOOD             CGS
 EK0823  HISTORY     - 1972     GOOD             LOCENG
 EK0823
 EK0823                          STATION DESCRIPTION
 EK0823
 EK0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0823'STATION IS LOCATED ABOUT 0.3 MILE SOUTH SOUTHEAST OF BOARD
 EK0823'CAMP IN A HEAVILY WOODED AREA.  STATION IS 75 FEET WEST OF THE
 EK0823'APPROXIMATE CENTERLINE OF TRACK ROAD, 68 FEET WEST NORTHWEST
 EK0823'OF A TRIANGLE BLAZED OAK TREE, 21 FEET SOUTHEAST OF A TRIANGLE
 EK0823'BLAZED OAK TREE AND 4 FEET SOUTH OF WITNESS POST.  THE MARK
 EK0823'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BOARD CAMP
 EK0823'1952.
 EK0823'
 EK0823'REFERENCE MARK NO. 1 IS 74 FEET WEST OF THE APPROXIMATE
 EK0823'CENTERLINE OF TRACK ROAD.  THE MARK PROJECTS ABOUT 6 INCHES
 EK0823'AND THE DISK IS STAMPED BOARD CAMP NO 1 1952.
 EK0823'
 EK0823'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF A TRIANGLE BLAZED
 EK0823'OAK TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 EK0823'IS STAMPED BOARD CAMP NO 2 1952.
 EK0823'
 EK0823'TO REACH FROM T INTERSECTION JUST EAST OF THE POST OFFICE
 EK0823'IN BOARD CAMP GO SOUTH AND EAST ON GRAVEL ROAD FOR 0.35
 EK0823'MILE TO T ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON TRACK ROAD
 EK0823'FOR 0.1 MILE TO TRIANGLE BLAZED OAK AND STATION ON RIGHT
 EK0823'SIDE OF ROAD AS DESCRIBED.
 EK0823'
 EK0823'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0823
 EK0823                          STATION RECOVERY (1961)
 EK0823
 EK0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0823'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0823'CONDITION.  THE DESCRIPTION TO REACH THE STATION FROM BOARD
 EK0823'CAMP ID ADEQUATE FOR RECOVERY.
 EK0823
 EK0823                          STATION RECOVERY (1972)
 EK0823
 EK0823'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (NJB)
 EK0823'BOARD CAMP RECOVERED GOOD.
 EK0823'
 EK0823'BOARD CAMP NO. 1 RECOVERED GOOD.
 EK0823'
 EK0823'BOARD CAMP NO. 2 RECOVERED GOOD.
 EK0823'
 EK0823'GROWTH OF FOLIAGE PREVENTS OBSERVATION OF EAGLE MOUNTAIN TOWER DURING
 EK0823'SUMMER MONTHS.  AN AZIMUTH MARK NEAR THIS STATION WOULD BE HELPFUL
 EK0823'IN CHECKING COMPASS DECLINATIONS, AS THIS STATION IS FAR FROM
 EK0823'FENCES, POWER LINES, AND OTHER SOURCES OF MAGNETIC INTERFERENCE.
 EK0823'
 EK0823'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MI S.E. OF BOARD
 EK0823'CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0808 ***********************************************************************
 GF0808  DESIGNATION -  BOAT
 GF0808  PID         -  GF0808
 GF0808  STATE/COUNTY-  AR/NEWTON
 GF0808  USGS QUAD   -  HASTY (1967)
 GF0808
 GF0808                         *CURRENT SURVEY CONTROL
 GF0808  ___________________________________________________________________
 GF0808* NAD 83(1997)-  36 06 41.76496(N)    093 01 54.83118(W)     ADJUSTED  
 GF0808* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 GF0808  ___________________________________________________________________
 GF0808  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 GF0808  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0808
 GF0808  HORZ ORDER  -  FIRST
 GF0808
 GF0808.The horizontal coordinates were established by classical geodetic methods
 GF0808.and adjusted by the National Geodetic Survey in September 1999..
 GF0808
 GF0808.The orthometric height was scaled from a topographic map.
 GF0808
 GF0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0808
 GF0808.The geoid height was determined by GEOID03.
 GF0808
 GF0808;                    North         East     Units Scale Factor Converg.
 GF0808;SPC AR N     -   197,775.330   307,095.303   MT  0.99997820   -0 36 01.7
 GF0808;SPC AR N     -   648,867.90  1,007,528.51   sFT  0.99997820   -0 36 01.7
 GF0808;UTM  15      - 3,996,327.264   497,129.206   MT  0.99960010   -0 01 07.7
 GF0808
 GF0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0808!SPC AR N     -   0.99989848  x   0.99997820  =   0.99987668
 GF0808!UTM  15      -   0.99989848  x   0.99960010  =   0.99949862
 GF0808
 GF0808|---------------------------------------------------------------------|
 GF0808| PID    Reference Object                     Distance      Geod. Az  |
 GF0808|                                                           dddmmss.s |
 GF0808| GF0809 BOAT RM 3                            14.070 METERS 10853     |
 GF0808| CI1194 BOAT RM 1                            27.313 METERS 13015     |
 GF0808| FG1796 MOUNT JUDEA                         APPROX.25.8 KM 1823813.5 |
 GF0808| CI1195 BOAT RM 2                            11.695 METERS 22716     |
 GF0808|---------------------------------------------------------------------|
 GF0808
 GF0808                          SUPERSEDED SURVEY CONTROL
 GF0808
 GF0808  NAD 83(1986)-  36 06 41.77530(N)    093 01 54.83214(W) AD(       ) 1
 GF0808  NAD 27      -  36 06 41.50600(N)    093 01 54.21000(W) AD(       ) 1
 GF0808
 GF0808.Superseded values are not recommended for survey control.
 GF0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0808.See file dsdata.txt to determine how the superseded data were derived.
 GF0808
 GF0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9712996327(NAD 83)
 GF0808_MARKER: DS = TRIANGULATION STATION DISK
 GF0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0808_SP_SET: CONCRETE POST
 GF0808_STAMPING: BOAT 1928
 GF0808_MARK LOGO: CGS   
 GF0808_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0808+STABILITY: SURFACE MOTION
 GF0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0808+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 GF0808
 GF0808  HISTORY     - Date     Condition        Report By
 GF0808  HISTORY     - 1928     MONUMENTED       CGS
 GF0808  HISTORY     - 1928     GOOD             CGS
 GF0808  HISTORY     - 1935     GOOD             CGS
 GF0808  HISTORY     - 1953     GOOD             CGS
 GF0808  HISTORY     - 1961     GOOD             SWBELL
 GF0808  HISTORY     - 1971     GOOD             NGS
 GF0808  HISTORY     - 1972     GOOD             NGS
 GF0808  HISTORY     - 1974     GOOD             NGS
 GF0808  HISTORY     - 19890920 GOOD             NGS
 GF0808
 GF0808                          STATION DESCRIPTION
 GF0808
 GF0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GF0808'ABOUT 9 MILES, AIRLINE, SOUTHEAST OF HARRISON, 6 MILES SOUTH OF
 GF0808'BELLEFONTE, ON MIDDLE PEAK OF BOAT MOUNTAIN, A LONG KNOLL RUNNING
 GF0808'NORTH AND SOUTH, THE ONLY ONE OF ITS KIND IN VICINITY.  BEST
 GF0808'REACHED FROM WEST SIDE.  STATION IS IN NORTHEAST CORNER OF
 GF0808'CLEARING, 25 METERS (82 FEET) WEST OF POINT WHERE PEAK SLOPES
 GF0808'TO EAST, AND 5 METERS (16 FEET) WEST OF SMALL LOCUST TREES.
 GF0808'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GF0808'BOULDERS.  SURFACE MARK IS 2 INCHES BELOW SURFACE, UNDERGROUND
 GF0808'MARK 3 FEET BELOW SURFACE.  REFERENCE MARKS ARE STANDARD
 GF0808'REFERENCE DISKS IN BOULDERS.  NO. 1 IS 27.40
 GF0808'METERS (89.9 FEET) (SLOPE DISTANCE) FROM STATION.
 GF0808'NO. 2 IS 11.720 METERS (38.45 FEET) FROM
 GF0808'STATION.
 GF0808
 GF0808                          STATION RECOVERY (1928)
 GF0808
 GF0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 GF0808'RECOVERED IN GOOD CONDITION.
 GF0808
 GF0808                          STATION RECOVERY (1935)
 GF0808
 GF0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 GF0808'STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 GF0808'ORIGINAL DESCRIPTION STILL HOLDS GOOD.
 GF0808
 GF0808                          STATION RECOVERY (1953)
 GF0808
 GF0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0808'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GF0808'A FOREST LOOKOUT TOWER HAS BEEN BUILT OVER THE STATION.  AN
 GF0808'ADDITIONAL REFERENCE MARK WAS ESTABLISHED (REFERENCE MARK 3)
 GF0808'AND WAS OCCUPIED.  THE TRUE STATION WAS OCCUPIED TO TIE IN
 GF0808'THE REFERENCE MARKS.  A COMPLETE DESCRIPTION FOLLOWS.
 GF0808'
 GF0808'THE STATION IS LOCATED ON THE HIGHEST POINT OF BOAT MOUNTAIN,
 GF0808'9 MILES SOUTHEAST OF HARRISON AND 6 MILES SOUTH OF BELLEFONTE.
 GF0808'
 GF0808'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 GF0808'THE DISK IS STAMPED BOAT 1928.
 GF0808'
 GF0808'REFERENCE MARK 1 IS AT THE EAST EDGE OF THE MOUNTAIN AND 10 FEET
 GF0808'EAST OF A 10 INCH HICKORY TREE.  THE MARK IS FLUSH WITH THE
 GF0808'GROUND AND THE DISK IS STAMPED BOAT NO 1 1928.
 GF0808'
 GF0808'REFERENCE MARK 2 IS 9 FEET SOUTHEAST OF A FENCE CORNER AND
 GF0808'A GATE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GF0808'STAMPED BOAT NO 2 1928.
 GF0808'
 GF0808'REFERENCE MARK 3 IS 12 FEET SOUTHEAST OF A 10 INCH HICKORY TREE.
 GF0808'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BOAT
 GF0808'NO 3 1928.
 GF0808'
 GF0808'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0808
 GF0808                          STATION RECOVERY (1961)
 GF0808
 GF0808'RECOVERY NOTE BY SOUTH WESTERN BELL TELEPHONE COMPANY 1961
 GF0808'STATION AND REFERENCE MARKS NO. 1, 2, AND 3 IN GOOD CONDITION.
 GF0808'DESCRIPTION 645R STATES- REFERENCE MARK NO, 1 IS AT EAST EDGE
 GF0808'OF MOUNTAIN AND 10 FEET EAST OF A 10 INCH HICKORY TREE.  TRUE
 GF0808'LOCATION IS 17 FEET EAST OF A 10 INCH HICKORY TREE.
 GF0808
 GF0808                          STATION RECOVERY (1971)
 GF0808
 GF0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EAB)
 GF0808'STATION MARK, REFERENCE MARKS NO 1, NO 2 AND NO 3 WERE RECOVERED
 GF0808'AND ALL OF THESE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 GF0808'
 GF0808'DUE TO LOCAL CHANGES MORE MEASUREMENTS WERE TAKEN TO THE
 GF0808'REFERENCE MARKS AND A NEW TO REACH FOLLOWS.
 GF0808'
 GF0808'REFERENCE MARK NO 1 IS 23.7 FEET NORTH OF THE NORTHEAST CORNER
 GF0808'OF CONCRETE PATIO, 19.9 FEET EAST NORTHEAST OF THE NORTHEAST
 GF0808'CORNER OF HOUSE AND ABOUT 3 INCHES BELOW THE SURFACE OF THE
 GF0808'GROUND.
 GF0808'
 GF0808'REFERENCE MARK NO 2 IS 60.6 FEET NORTHWEST OF THE NORTHWEST
 GF0808'CORNER OF HOUSE, 18.6 FEET SOUTH OF A POWER POLE 196-70-616-40
 GF0808'AND ABOUT FLUSH WITH THE GROUND.
 GF0808'
 GF0808'REFERENCE MARK NO 3 IS 45.5 FEET NORTH NORTHEAST OF THE NORTHWEST
 GF0808'CORNER OF HOUSE, 44.7 FEET NORTH NORTHWEST OF THE NORTHEAST
 GF0808'CORNER OF HOUSE AND ABOUT FLUSH WITH THE GROUND.
 GF0808'
 GF0808'TO REACH THE STATION SITE FROM THE TOWN OF BELLEFONTE, AT THE
 GF0808'JUNCTIONS OF U.S. HIGHWAYS 65, 62 AND STATE ROAD 206, GO
 GF0808'WESTERLY AND SOUTHERLY FOLLOWING STATE ROAD 206 FOR 3.0 MILES
 GF0808'TO WERE STATE ROAD 206 TURNS TO THE RIGHT AND A GRAVELED ROAD
 GF0808'AHEAD.  HERE LEAVE STATE ROAD 206 AND CONTINUE ON AHEAD
 GF0808'FOLLOWING THE GRAVELED ROAD FOR 0.05 MILE TO A T-ROAD, TURN LEFT
 GF0808'AND GO FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 GF0808'AND GO SOUTHERLY FOLLOWING THE MAIN TRAVELED ROAD FOR 0.75
 GF0808'MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE ON SOUTHERLY FOR
 GF0808'1.0 MILE TO A SIDE ROAD ON THE RIGHT, CONTINUE ON SOUTHERLY
 GF0808'FOR 0.5 MILE TO A T-ROAD.  HERE TURN LEFT AND GO
 GF0808'SOUTHEASTERLY FOLLOWING THE MAIN TRAVELED ROAD FOR 0.35 MILE TO
 GF0808'A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE UP GRADE FOR
 GF0808'1.5 MILES TO A SIDE ROAD ON THE RIGHT.  KEEP TO THE LEFT AND
 GF0808'CONTINUE ON UP GRADE FOR 1.4 MILES TO THE STATION SITE AND
 GF0808'THE FOREST LOOKOUT TOWER AHEAD AS DESCRIBED IN PREVIOUS
 GF0808'YEARS.
 GF0808'
 GF0808'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 GF0808'SOUTH OF BELLEFONTE.
 GF0808
 GF0808                          STATION RECOVERY (1972)
 GF0808
 GF0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0808'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 GF0808'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE 1971 DESCRIPTION OF
 GF0808'THE ROUTE TO REACH IS ADEQUATE.  THE DISTANCES AND DIRECTIONS
 GF0808'TO THE REFERENCE MARKS WERE VERIFIED.
 GF0808'
 GF0808'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 GF0808'BELLEFONTE.
 GF0808
 GF0808                          STATION RECOVERY (1974)
 GF0808
 GF0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JEF)
 GF0808'TRIANGULATION STATION BOAT 1928 IS IN THE CENTER AT THE BOTTOM OF
 GF0808'THE HARRISON, BOAT LOT.  THE TOP OF THE LOOKOUT CABIN WAS OBSERVED
 GF0808'FROM TRIANGULATION STATION HIBDON 1954 TO TIE IN AN AZIMUTH MARK.
 GF0808'THIS DATE MEASUREMENTS WERE MADE AT BOAT 1928 TO THE LEGS OF THE
 GF0808'LOOKOUT TO DETERMINE IF STATION MARK WAS IN CENTER OF LOOKOUT.
 GF0808
 GF0808                          STATION RECOVERY (1989)
 GF0808
 GF0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0808'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 GF0808'FOR.  STATION IS CENTERED UNDER A PARTIALLY DISMANTLED STATE FOREST
 GF0808'SERVICE TOWER AND HAS SEVERAL HORIZON BLOCKAGES DUE TO TREES AT THE
 GF0808'SITE.
 GF0808'STATION IS LOCATED ABOUT 15 KM (9.3 MI) SOUTH OF HARRISON, 7 KM
 GF0808'(4.3 MI) WEST OF WESTERN GROVE, 0.5 KM (0.3 MI) SOUTH OF THE
 GF0808'BOONE-NEWTON COUNTY LINE, ON THE APPROXIMATE MIDDLE OF, AND ON THE
 GF0808'HIGHEST POINT OF BOAT MOUNTAIN, IN THE NORTHWEST 1/4 OF SECTION 20,
 GF0808'T17 N, R 19 W. OWNERSHIP--STATE OF ARKANSAS.
 GF0808'TO REACH FROM THE JUNCTION OF US HIGHWAYS 65 AND 65 BUSINESS (ABOUT 1
 GF0808'KM (0.6 MI) NORTHWEST OF WESTERN GROVE), GO SOUTH ON HIGHWAY 65 FOR
 GF0808'1.7 KM (1.1 MI) TO A PAVED CROSSROAD.  TURN RIGHT, WEST, FOR 0.61 KM
 GF0808'(0.38 MI) TO A ROAD RIGHT AT END OF PAVEMENT.  CONTINUE AHEAD, WEST,
 GF0808'ON THE DIRT ROAD FOR 0.64 KM (0.40 MI) TO A SLIM FORK. BEAR LEFT,
 GF0808'NORTHWEST, FOR 1.66 KM (1.03 MI) TO A T-ROAD. TURN LEFT, SOUTH, FOR
 GF0808'1.53 KM (0.95 MI)  TO A ROAD LEFT AT TOP OF SMALL RISE. CONTINUE
 GF0808'AHEAD, WEST, 1.47 KM (0.91 MI) TO A DIM FORK AT TURN IN ROAD.  TURN
 GF0808'LEFT, SOUTH, ON MAIN ROAD FOR 0.97 KM (0.60 MI) TO A REVERSE FORK
 GF0808'RIGHT.  TURN SHARP RIGHT, NORTH, UPGRADE, ON WINDING ROAD FOR 1.04 KM
 GF0808'(0.65 MI) TO A FORK AT SMALL CLEARING ON THE LEFT. BEAR RIGHT, WEST,
 GF0808'ON MAIN ROAD FOR 2.15 KM (1.34 MI) TO A FORK. BEAR RIGHT, NORTHEAST,
 GF0808'THEN EAST, UPGRADE, FOR 0.30 KM (0.19 MI) TO A FORK. BEAR RIGHT,
 GF0808'SOUTH, UPGRADE, FOR 1.84 KM (1.14 MI) TO END OF ROAD AT LOOKOUT TOWER
 GF0808'AND STATION.
 GF0808'STATION IS SET IN THE TOP OF A BURIED BOULDER SET 15 CM BELOW GROUND,
 GF0808'4.72 M (15.49 FT) NORTHWEST OF THE SOUTHEAST LEG OF THE TOWER, 4.72 M
 GF0808'(15.49 FT) SOUTHWEST OF THE NORTHEAST LEG, 4.1 M (13.5 FT)
 GF0808'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF A SMALL CINDERBLOCK BUILDING,
 GF0808'AND 10.6 M (34.8 FT) WEST-NORTHWEST OF UTILITY POLE 196 70 616 40-9.
 GF0808'DESCRIBED BY G.R.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0809 ***********************************************************************
 GF0809  DESIGNATION -  BOAT RM 3
 GF0809  PID         -  GF0809
 GF0809  STATE/COUNTY-  AR/NEWTON
 GF0809  USGS QUAD   -  HASTY (1967)
 GF0809
 GF0809                         *CURRENT SURVEY CONTROL
 GF0809  ___________________________________________________________________
 GF0809* NAD 83(1997)-  36 06 41.61721(N)    093 01 54.29888(W)     ADJUSTED  
 GF0809* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 GF0809  ___________________________________________________________________
 GF0809  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 GF0809  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0809
 GF0809  HORZ ORDER  -  FIRST
 GF0809
 GF0809.The horizontal coordinates were established by classical geodetic methods
 GF0809.and adjusted by the National Geodetic Survey in September 1999..
 GF0809
 GF0809.The orthometric height was scaled from a topographic map.
 GF0809
 GF0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0809
 GF0809.The geoid height was determined by GEOID03.
 GF0809
 GF0809;                    North         East     Units Scale Factor Converg.
 GF0809;SPC AR N     -   197,770.637   307,108.567   MT  0.99997819   -0 36 01.3
 GF0809;SPC AR N     -   648,852.50  1,007,572.02   sFT  0.99997819   -0 36 01.3
 GF0809;UTM  15      - 3,996,322.707   497,142.512   MT  0.99960010   -0 01 07.4
 GF0809
 GF0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0809!SPC AR N     -   0.99989848  x   0.99997819  =   0.99987667
 GF0809!UTM  15      -   0.99989848  x   0.99960010  =   0.99949862
 GF0809
 GF0809:                Primary Azimuth Mark                     Grid Az
 GF0809:SPC AR N     -  BELLEFONTE                               001 44 44.2
 GF0809:UTM  15      -  BELLEFONTE                               001 09 50.3
 GF0809
 GF0809|---------------------------------------------------------------------|
 GF0809| PID    Reference Object                     Distance      Geod. Az  |
 GF0809|                                                           dddmmss.s |
 GF0809| GF0803 BELLEFONTE                          APPROX. 8.6 KM 0010842.9 |
 GF0809|---------------------------------------------------------------------|
 GF0809
 GF0809                          SUPERSEDED SURVEY CONTROL
 GF0809
 GF0809  NAD 83(1986)-  36 06 41.62752(N)    093 01 54.29976(W) AD(       ) 1
 GF0809  NAD 27      -  36 06 41.35800(N)    093 01 53.67800(W) AD(       ) 1
 GF0809
 GF0809.Superseded values are not recommended for survey control.
 GF0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0809.See file dsdata.txt to determine how the superseded data were derived.
 GF0809
 GF0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9714396323(NAD 83)
 GF0809_MARKER: DS = TRIANGULATION STATION DISK
 GF0809_SETTING: 0 = UNSPECIFIED SETTING
 GF0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0809
 GF0809  HISTORY     - Date     Condition        Report By
 GF0809  HISTORY     - 1953     MONUMENTED       CGS
 GF0809  HISTORY     - 1971     GOOD             NGS
 GF0809
 GF0809                          STATION DESCRIPTION
 GF0809
 GF0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0809'REFERENCE MARK 3 IS 12 FEET SOUTHEAST OF A 10 INCH HICKORY TREE.
 GF0809'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BOAT
 GF0809'NO 3 1928.
 GF0809
 GF0809                          STATION RECOVERY (1971)
 GF0809
 GF0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EAB)
 GF0809'REFERENCE MARK NO 3 IS 45.5 FEET NORTH NORTHEAST OF THE NORTHWEST
 GF0809'CORNER OF HOUSE, 44.7 FEET NORTH NORTHWEST OF THE NORTHEAST
 GF0809'CORNER OF HOUSE AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2814 ***********************************************************************
 EH2814  DESIGNATION -  BOBO RESET
 EH2814  PID         -  EH2814
 EH2814  STATE/COUNTY-  AR/PHILLIPS
 EH2814  USGS QUAD   -  LAKEVIEW (1982)
 EH2814
 EH2814                         *CURRENT SURVEY CONTROL
 EH2814  ___________________________________________________________________
 EH2814* NAD 83(1997)-  34 28 41.37891(N)    090 45 05.93233(W)     ADJUSTED  
 EH2814* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 EH2814  ___________________________________________________________________
 EH2814  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EH2814  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH2814
 EH2814  HORZ ORDER  -  FIRST
 EH2814
 EH2814.The horizontal coordinates were established by classical geodetic methods
 EH2814.and adjusted by the National Geodetic Survey in September 1999..
 EH2814
 EH2814.The orthometric height was scaled from a topographic map.
 EH2814
 EH2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2814
 EH2814.The geoid height was determined by GEOID03.
 EH2814
 EH2814;                    North         East     Units Scale Factor Converg.
 EH2814;SPC AR S     -   601,618.941   514,669.763   MT  0.99994837   +0 41 55.3
 EH2814;SPC AR S     - 1,973,811.48  1,688,545.71   sFT  0.99994837   +0 41 55.3
 EH2814;SPC MS W     -   552,064.782   661,573.783   MT  0.99996819   -0 14 12.5
 EH2814;SPC MS W     - 1,811,232.54  2,170,513.32   sFT  0.99996819   -0 14 12.5
 EH2814;UTM  15      - 3,817,469.642   706,479.018   MT  1.00012553   +1 16 23.6
 EH2814
 EH2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2814!SPC AR S     -   0.99999608  x   0.99994837  =   0.99994445
 EH2814!SPC MS W     -   0.99999608  x   0.99996819  =   0.99996427
 EH2814!UTM  15      -   0.99999608  x   1.00012553  =   1.00012161
 EH2814
 EH2814:                Primary Azimuth Mark                     Grid Az
 EH2814:SPC AR S     -  WEST HELENA PEKIN WOOD CO STK            047 58 16.0
 EH2814:SPC MS W     -  WEST HELENA PEKIN WOOD CO STK            048 54 23.8
 EH2814:UTM  15      -  WEST HELENA PEKIN WOOD CO STK            047 23 47.7
 EH2814
 EH2814|---------------------------------------------------------------------|
 EH2814| PID    Reference Object                     Distance      Geod. Az  |
 EH2814|                                                           dddmmss.s |
 EH2814| EH2861 WEST HELENA PEKIN WOOD CO STK       APPROX.12.2 KM 0484011.3 |
 EH2814| EH2864 WEST HELENA CHICAGO MILL CO TK      APPROX.11.4 KM 0490208.9 |
 EH2814| EH2862 WEST HELENA PEKIN WOOD CO TANK      APPROX.12.2 KM 0492036.2 |
 EH2814| EH2863 WEST HELENA MUNICIPAL TANK          APPROX.12.2 KM 0523710.7 |
 EH2814| CY5299 BOBO RM 3                            68.976 METERS 07003     |
 EH2814| EH2845 HELENA ARK PWR LT W HILINE TWR      APPROX.15.2 KM 0763038.7 |
 EH2814| EH2846 ARKANSAS PWR AND LT CO E TOWER      APPROX.16.5 KM 0793403.6 |
 EH2814| CY5297 BOBO RM 1                            37.364 METERS 09209     |
 EH2814| CY5300 BOBO RM 4                            81.385 METERS 12701     |
 EH2814| AH9972 BOBO AZ MK                                         1614752.0 |
 EH2814| CY5298 BOBO RM 2                            65.240 METERS 30723     |
 EH2814|---------------------------------------------------------------------|
 EH2814
 EH2814                          SUPERSEDED SURVEY CONTROL
 EH2814
 EH2814  NAD 83(1997)-  34 28 41.38019(N)    090 45 05.93216(W) AD(       ) 1
 EH2814  NAD 83(1986)-  34 28 41.38717(N)    090 45 05.93122(W) AD(       ) 1
 EH2814  NAD 27      -  34 28 41.02264(N)    090 45 05.52926(W) AD(       ) 1
 EH2814
 EH2814.Superseded values are not recommended for survey control.
 EH2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2814.See file dsdata.txt to determine how the superseded data were derived.
 EH2814
 EH2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0647917470(NAD 83)
 EH2814_MARKER: DS = TRIANGULATION STATION DISK
 EH2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2814_STAMPING: BOBO 1953 1965
 EH2814_MARK LOGO: CGS   
 EH2814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH2814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2814
 EH2814  HISTORY     - Date     Condition        Report By
 EH2814  HISTORY     - 1965     MONUMENTED       CGS
 EH2814  HISTORY     - 19830101 GOOD             NGS
 EH2814
 EH2814                          STATION DESCRIPTION
 EH2814
 EH2814'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2814'THE STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 EH2814'REFERENCE MARKS 1 AND 2 WAS FOUND TO HAVE BEEN DESTROYED BY FARM
 EH2814'MACHINERY.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 EH2814'TIME.  THE DIRECTION TO THE AZIMUTH MARK WAS FOUND TO BE 6.7
 EH2814'SECONDS HIGHER THAN THE PREVIOUS MEASUREMENT.  THE STATION
 EH2814'MARK WAS LOWERED BELOW PLOW DEPTH AT THE REQUEST OF THE LAND
 EH2814'OWNER.
 EH2814'
 EH2814'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 EH2814'
 EH2814'THE STATION IS ABOUT 3 MILES NORTHEAST OF ONEIDA, 5 MILES SOUTH
 EH2814'OF WALNUT CORNERS, IN A CULTIVATED FIELD AND ON LAND OWNED BY
 EH2814'MR. NASH LINDSEY.
 EH2814'
 EH2814'TO REACH FROM THE POST OFFICE IN ONEIDA, GO NORTH ON A PAVED
 EH2814'ROAD FOR 0.35 MILE TO STATE HIGHWAY 85.  CONTINUE NORTH ABOUT
 EH2814'200 FEET TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED
 EH2814'ROAD FOR 1.75 MILES TO WHERE THE GRAVELED ROAD CURVES NORTH.
 EH2814'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO A SIDE
 EH2814'ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD
 EH2814'FOR 0.3 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO
 EH2814'WEST ON THE FIELD ROAD FOR ABOUT 200 FEET TO THE STATION ON
 EH2814'THE LEFT.
 EH2814'
 EH2814'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BOBO 1953
 EH2814'1965, SET IN A SQUARE CONCRETE MONUMENT WHICH IS 12 INCHES
 EH2814'BELOW THE SURFACE OF THE GROUND.  IT IS 12 FEET SOUTH OF THE
 EH2814'CENTER OF A FIELD ROAD, 227 FEET SOUTHWEST OF A POWER POLE, 231
 EH2814'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 233 FEET EAST OF A
 EH2814'30 INCH ELM TREE AND 269 FEET NORTHWEST OF A POWER POLE.
 EH2814'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH2814'36 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2814'
 EH2814'REFERENCE MARK 3, A STANDARD DISK STAMPED BOBO NO 3 1953
 EH2814'1965, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 EH2814'IT IS 1 FOOT SOUTH OF A POWER POLE, 15 FEET WEST OF THE CENTER
 EH2814'OF THE GRAVELED ROAD AND 66 FEET NORTH OF THE CENTER OF A BRIDGE.
 EH2814'
 EH2814'REFERENCE MARK 4, A STANDARD DISK STAMPED BOBO NO 4 1953 1965,
 EH2814'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 3
 EH2814'FEET NORTH OF A POWER POLE, 15 FEET NORTH OF THE CENTER OF
 EH2814'THE GRAVELED ROAD AND 101 FEET NORTH OF THE WEST END OF A BRIDGE.
 EH2814'
 EH2814'AZIMUTH MARK, A STANDARD DISK STAMPED BOBO 1953, IS SET IN
 EH2814'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 EH2814'OF THE GROUND.  IT IS 2 FEET NORTH OF A POWER POLE, 3 FEET
 EH2814'NORTHWEST OF A METAL WITNESS POST AND 34 FEET NORTH OF THE
 EH2814'CENTER OF THE GRAVELED ROAD.
 EH2814'
 EH2814'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE FIELD ROAD
 EH2814'AND THE GRAVELED ROAD EAST OF THE STATION, GO SOUTH ON THE
 EH2814'GRAVELED ROAD FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO
 EH2814'NORTHEAST ON A GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 EH2814'ON THE LEFT.
 EH2814'
 EH2814'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH2814
 EH2814                          STATION RECOVERY (1983)
 EH2814
 EH2814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DDR)
 EH2814'THE STATION MARK, REFERENCE MARK NO 4 AND AZIMUTH MARK, WERE RECOVERED
 EH2814'IN GOOD CONDITION.  THE AZIMUTH MARK MONUMENT HAD BEEN CHIPPED BUT WAS
 EH2814'SOLIDLY IN PLACE.  REFERENCE MARK NO 3 WAS FOUND DESTROYED.  THE 1965
 EH2814'DESCRIPTION IS ADEQUATE AT THIS DATE.  THE STATION MARK IS GOING TO BE
 EH2814'DESTROYED BY FARM EQUIPMENT AND WAS RELOCATED AT REQUEST OF PROPERTY
 EH2814'OWNER.  A COMPLETE NEW STATION BOBO 2 1983 WAS ESTABLISHED AT THIS
 EH2814'DATE.  SEE DESCRIPTION FOR BOBO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1318 ***********************************************************************
 DL1318  DESIGNATION -  BOLDING RESET
 DL1318  PID         -  DL1318
 DL1318  STATE/COUNTY-  AR/UNION
 DL1318  USGS QUAD   -  HUTTIG (1981)
 DL1318
 DL1318                         *CURRENT SURVEY CONTROL
 DL1318  ___________________________________________________________________
 DL1318* NAD 83(1997)-  33 03 34.68469(N)    092 13 00.36511(W)     ADJUSTED  
 DL1318* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 DL1318  ___________________________________________________________________
 DL1318  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DL1318  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL1318
 DL1318  HORZ ORDER  -  FIRST
 DL1318
 DL1318.The horizontal coordinates were established by classical geodetic methods
 DL1318.and adjusted by the National Geodetic Survey in September 1999..
 DL1318
 DL1318.The orthometric height was scaled from a topographic map.
 DL1318
 DL1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1318
 DL1318.The geoid height was determined by GEOID03.
 DL1318
 DL1318;                    North         East     Units Scale Factor Converg.
 DL1318;SPC AR S     -   443,607.932   379,754.725   MT  1.00006197   -0 07 16.8
 DL1318;SPC AR S     - 1,455,403.69  1,245,911.96   sFT  1.00006197   -0 07 16.8
 DL1318;SPC LA N     -   283,854.730 1,026,454.078   MT  1.00011325   +0 08 59.1
 DL1318;SPC LA N     -   931,280.06  3,367,624.75   sFT  1.00011325   +0 08 59.1
 DL1318;UTM  15      - 3,658,170.712   573,117.931   MT  0.99966592   +0 25 38.2
 DL1318
 DL1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1318!SPC AR S     -   0.99999642  x   1.00006197  =   1.00005839
 DL1318!SPC LA N     -   0.99999642  x   1.00011325  =   1.00010967
 DL1318!UTM  15      -   0.99999642  x   0.99966592  =   0.99966234
 DL1318
 DL1318:                Primary Azimuth Mark                     Grid Az
 DL1318:SPC AR S     -  HUTTIG FROST INDUSTRIES INC TK           121 33 56.0
 DL1318:SPC LA N     -  HUTTIG FROST INDUSTRIES INC TK           121 17 40.1
 DL1318:UTM  15      -  HUTTIG FROST INDUSTRIES INC TK           121 01 01.0
 DL1318
 DL1318|---------------------------------------------------------------------|
 DL1318| PID    Reference Object                     Distance      Geod. Az  |
 DL1318|                                                           dddmmss.s |
 DL1318| DL1320 HUTTIG FROST INDUSTRIES INC TK      APPROX. 3.9 KM 1212639.2 |
 DL1318| CY5310 BOLDING RM 3                         28.673 METERS 19555     |
 DL1318| CY5309 BOLDING RM 2                         28.981 METERS 19607     |
 DL1318| CQ2709 SADIE                               APPROX. 7.7 KM 2052914.2 |
 DL1318| DL1319 HUTTIG LOOKOUT TOWER 8 2 AFC        APPROX. 1.3 KM 3220954.7 |
 DL1318| CY5308 BOLDING RM 1                         25.554 METERS 34716     |
 DL1318|---------------------------------------------------------------------|
 DL1318
 DL1318                          SUPERSEDED SURVEY CONTROL
 DL1318
 DL1318  NAD 83(1997)-  33 03 34.69625(N)    092 13 00.35783(W) AD(       ) 1
 DL1318  NAD 83(1986)-  33 03 34.69740(N)    092 13 00.35710(W) AD(       ) 1
 DL1318  NAD 27      -  33 03 34.23700(N)    092 12 59.86600(W) AD(       ) 1
 DL1318
 DL1318.Superseded values are not recommended for survey control.
 DL1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1318.See file dsdata.txt to determine how the superseded data were derived.
 DL1318
 DL1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7311858171(NAD 83)
 DL1318_MARKER: DS = TRIANGULATION STATION DISK
 DL1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1318
 DL1318  HISTORY     - Date     Condition        Report By
 DL1318  HISTORY     - 1952     MONUMENTED       CGS
 DL1318  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DL1318  HISTORY     - 1973     GOOD             TSI
 DL1318
 DL1318                          STATION DESCRIPTION
 DL1318
 DL1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1318'THE STATION IS IN SECTION 14. T 19 S. R. 10 W., ABOUT 9 MILES
 DL1318'SOUTHEAST OF STRONG, 2.5 MILES NORTHWEST OF HUTTIG, 2 MILES
 DL1318'SOUTH-SOUTHEAST OF THE SMALL SETTLEMENT OF BOLDING, 0.7 MILE SOUTH
 DL1318'OF THE HUTTIG LOOKOUT TOWER, 0.05 MILE WEST OF STATE HIGHWAY
 DL1318'129, 62 FEET NORTH OF THE CENTER OF A TRACK ROAD, 21 FEET
 DL1318'SOUTHWEST OF A 14-INCH PINE TREE AND 7 FEET SOUTHWEST OF A WHITE 4
 DL1318'IN X 4 IN WITNESS POST.
 DL1318'
 DL1318'TO REACH THE STATION FROM THE RAILROAD STATION IN HUTTIG, GO NORTH
 DL1318'AND WEST ON STATE HIGHWAY 129 FOR 2.3 MILES TO A RAILROAD TRACK,
 DL1318'CROSS TRACK AND CONTINUE WESTERLY ON THE HIGHWAY FOR 0.6 MILE TO A
 DL1318'TRACK ROAD ON THE LEFT, TURN SHARP LEFT ON THE TRACK ROAD AND
 DL1318'GO FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 DL1318'
 DL1318'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1318'BOLDING 1952.
 DL1318'
 DL1318'REFERENCE MARK 1 IS 12 FEET EAST OF A 24-INCH PINE TREE.  THE
 DL1318'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BOLDING NO 1 1952.
 DL1318'
 DL1318'REFERENCE MARK 2 IS 7 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 DL1318'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BOLDING NO
 DL1318'2 1952.
 DL1318'
 DL1318'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 DL1318'
 DL1318'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1318
 DL1318                          STATION RECOVERY (1964)
 DL1318
 DL1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1318'WHEN THIS STATION WAS RECOVERED THE SURFACE STATION MARK WAS FOUND
 DL1318'TO BE SLIGHTLY TILTED AND R.M. NO. 2 HAD BEEN PUSHED OVER.
 DL1318'THE SURFACE STATION MARK WAS RESET BY PLUMBING OVER THE
 DL1318'UNDERGROUND MARK AND R.M. NO. 2 WAS RESET AND RESTAMPED NO. 3.
 DL1318'
 DL1318'THE STATION WAS RECOVERED IN SEC. 14, T. 19 S., R. 11 W., IN A
 DL1318'SMALL CLEARING, ABOUT 100 FEET WEST OF INTERSECTION OF WOODS ROADS,
 DL1318'ABOUT 64 FEET NORTHWEST OF THE CENTERLINE OF A WOODS ROAD AND
 DL1318'1.3 FEET NORTHEAST OF A METAL WITNESS POST.  THE MARK PROJECTS
 DL1318'ABOUT 2 INCHES AND THE DISK IS STAMPED BOLDING 1952 1964.
 DL1318'
 DL1318'R.M. NO. 1 IS NORTH-NORTHWEST OF THE STATION AND IS 13.5 FEET
 DL1318'EAST OF A 24-INCH PINE TREE.  THE MARK PROJECTS 4 INCHES AND THE
 DL1318'DISK IS STAMPED BOLDING NO 1 1952.
 DL1318'
 DL1318'R.M. NO. 3 IS SOUTH-SOUTHWEST OF THE STATION, 8 FEET SOUTHEAST OF
 DL1318'THE CENTERLINE OF A WOODS ROAD AND 2 FEET SOUTHEAST OF A ROAD
 DL1318'BANK.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BOLDING
 DL1318'1964 NO 3 1952.
 DL1318'
 DL1318'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1318'RECOVERY BUT THE HIGHWAY DOES NOT CROSS A RAILROAD AS ORIGINALLY
 DL1318'DESCRIBED.
 DL1318
 DL1318                          STATION RECOVERY (1973)
 DL1318
 DL1318'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1973 (GWS)
 DL1318'BOLDING-GOOD.
 DL1318'
 DL1318'R.M. 1-GOOD.
 DL1318'
 DL1318'R.M. 3-GOOD.
 DL1318'
 DL1318'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0243 ***********************************************************************
 FF0243  DESIGNATION -  BOLLINGER
 FF0243  PID         -  FF0243
 FF0243  STATE/COUNTY-  AR/CRITTENDEN
 FF0243  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0243
 FF0243                         *CURRENT SURVEY CONTROL
 FF0243  ___________________________________________________________________
 FF0243* NAD 83(1997)-  35 08 26.03632(N)    090 11 34.84424(W)     ADJUSTED  
 FF0243* NAVD 88     -        65.155  (meters)     213.76   (feet)  ADJUSTED  
 FF0243  ___________________________________________________________________
 FF0243  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FF0243  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0243  DYNAMIC HT  -          65.096 (meters)     213.57  (feet)  COMP
 FF0243  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 FF0243
 FF0243  HORZ ORDER  -  FIRST
 FF0243  VERT ORDER  -  FIRST     CLASS II
 FF0243
 FF0243.The horizontal coordinates were established by classical geodetic methods
 FF0243.and adjusted by the National Geodetic Survey in September 1999..
 FF0243
 FF0243.The orthometric height was determined by differential leveling
 FF0243.and adjusted by the National Geodetic Survey in June 1991..
 FF0243
 FF0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0243
 FF0243.The geoid height was determined by GEOID03.
 FF0243
 FF0243.The dynamic height is computed by dividing the NAVD 88
 FF0243.geopotential number by the normal gravity value computed on the
 FF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0243.degrees latitude (g = 980.6199 gals.).
 FF0243
 FF0243.The modeled gravity was interpolated from observed gravity values.
 FF0243
 FF0243;                    North         East     Units Scale Factor Converg.
 FF0243;SPC AR N     -    91,066.590   564,659.123   MT  0.99996573   +1 03 05.3
 FF0243;SPC AR N     -   298,774.30  1,852,552.47   sFT  0.99996573   +1 03 05.3
 FF0243;SPC TN       -    97,747.860   217,992.143   MT  1.00002111   -2 27 17.1
 FF0243;SPC TN       -   320,694.44    715,195.89   sFT  1.00002111   -2 27 17.1
 FF0243;UTM  15      - 3,892,238.868   755,738.269   MT  1.00040611   +1 36 59.5
 FF0243
 FF0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0243!SPC AR N     -   0.99999405  x   0.99996573  =   0.99995978
 FF0243!SPC TN       -   0.99999405  x   1.00002111  =   1.00001516
 FF0243!UTM  15      -   0.99999405  x   1.00040611  =   1.00040016
 FF0243
 FF0243:                Primary Azimuth Mark                     Grid Az
 FF0243:SPC AR N     -  WEST MEMPHIS FED TANK                    064 00 00.5
 FF0243:SPC TN       -  WEST MEMPHIS FED TANK                    067 30 22.9
 FF0243:UTM  15      -  WEST MEMPHIS FED TANK                    063 26 06.3
 FF0243
 FF0243|---------------------------------------------------------------------|
 FF0243| PID    Reference Object                     Distance      Geod. Az  |
 FF0243|                                                           dddmmss.s |
 FF0243| FF2036 WEST MEMPHIS FED TANK               APPROX. 1.5 KM 0650305.8 |
 FF0243| FF1983 MEMPHIS FIRESTONE TIRE CO STK       APPROX.15.6 KM 0750035.3 |
 FF0243| FF1997 MEMPHIS COLUMBUS TWR FLAGPOLE       APPROX.12.9 KM 0865348.1 |
 FF0243| FF1985 MEMPHIS STERICK BUILDING STACK      APPROX.13.1 KM 0875354.7 |
 FF0243| FF2000 MEMPHIS TVA STEAM PLANT N STK       APPROX.13.1 KM 0964914.8 |
 FF0243| FF2013 MEMPHIS INTL HARVESTER TANK         APPROX.11.6 KM 1065119.3 |
 FF0243| FF2034 W MEMPHIS PLANTERS COMPRESS TK      APPROX. 1.2 KM 1402300.0 |
 FF0243| CI3037 BOLLINGER RM 5                       27.844 METERS 14533     |
 FF0243| CI3035 BOLLINGER RM 1                                     19756     |
 FF0243| CI3038 BOLLINGER RM 6                       25.190 METERS 22056     |
 FF0243| FF0242 BOLLINGER RM 3                       15.287 METERS 23619     |
 FF0243| CI3036 BOLLINGER RM 2                       63.900 METERS 28500     |
 FF0243| FF0244 BOLLINGER RM 4                       14.802 METERS 31113     |
 FF0243| FF0245 BOLLINGER AZ MK                                    3542346.5 |
 FF0243|---------------------------------------------------------------------|
 FF0243
 FF0243                          SUPERSEDED SURVEY CONTROL
 FF0243
 FF0243  NAD 83(1997)-  35 08 26.03650(N)    090 11 34.84419(W) AD(       ) 1
 FF0243  NAD 83(1997)-  35 08 26.03980(N)    090 11 34.84401(W) AD(       ) 1
 FF0243  NAD 83(1997)-  35 08 26.04531(N)    090 11 34.84492(W) AD(       ) 1
 FF0243  NAD 83(1986)-  35 08 26.04676(N)    090 11 34.84489(W) AD(       ) 1
 FF0243  NAD 27      -  35 08 25.71900(N)    090 11 34.50300(W) AD(       ) 1
 FF0243  NGVD 29 (??/??/??)   65.129  (m)          213.68   (f) ADJUSTED    1 2
 FF0243
 FF0243.Superseded values are not recommended for survey control.
 FF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0243.See file dsdata.txt to determine how the superseded data were derived.
 FF0243
 FF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5573892239(NAD 83)
 FF0243_MARKER: DS = TRIANGULATION STATION DISK
 FF0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0243_STAMPING: BOLLINGER 1929
 FF0243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0243+STABILITY: SURFACE MOTION
 FF0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0243+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FF0243
 FF0243  HISTORY     - Date     Condition        Report By
 FF0243  HISTORY     - 1929     MONUMENTED       CGS
 FF0243  HISTORY     - 1935     GOOD             CGS
 FF0243  HISTORY     - 1954     GOOD             CGS
 FF0243  HISTORY     - 1956     GOOD             CGS
 FF0243  HISTORY     - 1956     GOOD             CGS
 FF0243  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0243  HISTORY     - 1979     GOOD             NGS
 FF0243  HISTORY     - 20030129 GOOD             USACE
 FF0243  HISTORY     - 20050805 GOOD             GEOCAC
 FF0243
 FF0243                          STATION DESCRIPTION
 FF0243
 FF0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FF0243'ABOUT 3/4 MILE SOUTHWEST OF WEST MEMPHIS, 1/2 MILE WEST AND
 FF0243'1/2 MILE SOUTH OF POINT WHERE U.S. ROUTE 61 TURNS NORTH AFTER
 FF0243'LEAVING WEST MEMPHIS, ON LAND OWNED BY THE WOODS LUMBER CO.
 FF0243'OF MEMPHIS, TENN., AND MANAGED BY OLIVER BOLLINGER, 176 FEET
 FF0243'EAST OF ROAD RUNNING NORTH AND SOUTH, AND 57.8 FEET
 FF0243'EAST-SOUTHEAST OF CHIMNEY ON NORTH SIDE OF FARMHOUSE WHICH IS THE
 FF0243'THIRD HOUSE ON EAST SIDE OF ROAD LEADING TO HULBERT
 FF0243'FROM U.S. ROUTE 70.  SURFACE AND UNDERGROUND MARKS ARE
 FF0243'STANDARD STATION DISKS IN CONCRETE.
 FF0243'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FF0243'NO. 1 IS 35 FEET WEST OF CENTER LINE OF ROAD
 FF0243'RUNNING NORTH AND SOUTH INTO HULBERT, 150 PACES NORTH OF
 FF0243'2-STORY HOUSE ON WEST SIDE OF ROAD, AND 208.5 METERS (684
 FF0243'FEET) FROM STATION, S 17 DEG 56 MIN 12 SEC W.  NO. 2
 FF0243'IS 35 FEET WEST OF CENTER LINE OF ROAD LEADING INTO HULBERT
 FF0243'AND 63.9 METERS (210 FEET) FROM STATION, N 75 DEG W.
 FF0243
 FF0243                          STATION RECOVERY (1935)
 FF0243
 FF0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FF0243'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 FF0243'GOOD CONDITION.  ORIGINAL DESCRIPTION STILL HOLDS.
 FF0243'
 FF0243'STATION AND BOTH REFERENCE MARKS ARE ABOUT 4 INCHES UNDER
 FF0243'THE SURFACE OF THE GROUND.
 FF0243
 FF0243                          STATION RECOVERY (1954)
 FF0243
 FF0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0243'THE STATION MARK WAS RECOVERED AND FOUND IN VERY GOOD CONDITION.
 FF0243'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED
 FF0243'WHEN THE HIGHWAY WAS IMPROVED.  REFERENCE MARK NO. 3, REFERENCE
 FF0243'MARK NO. 4 AND AN AZIMUTH MARK WERE ESTABLISHED.  A NEW AND
 FF0243'COMPLETE DESCRIPTION FOLLOWS.
 FF0243'
 FF0243'THE STATION IS LOCATED 0.75 MILE SOUTHWEST OF WEST MEMPHIS, 175
 FF0243'FEET EAST OF THE CENTER OF A MACADAM ROAD, 54 FEET SOUTHEAST
 FF0243'OF THE NORTHEAST CORNER OF A HOUSE AND 51 FEET EAST OF THE
 FF0243'SOUTHEAST CORNER OF THE HOUSE.  IT IS STAMPED BOLLINGER 1929
 FF0243'AND IT IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FF0243'
 FF0243'REFERENCE MARK NO. 3 IS 133 FEET EAST OF THE CENTER OF THE
 FF0243'MACADAM ROAD AND 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FF0243'OF THE HOUSE.  IT PROJECTS 2 INCHES AND IS STAMPED BOLLINGER
 FF0243'NO 3 1929.
 FF0243'
 FF0243'REFERENCE MARK NO. 4 IS 135 FEET EAST OF THE CENTER OF THE
 FF0243'MACADAM ROAD AND 18 FEET NORTHEAST OF THE NORTHEAST CORNER
 FF0243'OF THE HOUSE.  IT PROJECTS 2 INCHES AND IS STAMPED BOLLINGER
 FF0243'NO 4 1929.
 FF0243'
 FF0243'THE AZIMUTH MARK IS 67 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 FF0243'70, 40 FEET WEST OF THE CENTER OF THE MACADAM ROAD AND 4 FEET
 FF0243'SOUTHEAST OF A HIGH LINE POLE.  IT PROJECTS 4 INCHES AND IS
 FF0243'STAMPED BOLLINGER 1929 1954.
 FF0243'
 FF0243'TO REACH THE STATION FROM THE POST OFFICE IN WEST MEMPHIS
 FF0243'GO WEST ON U.S. HIGHWAY 70 FOR 0.5 MILE TO A CROSSROAD AND THE
 FF0243'AZIMUTH MARK ON THE LEFT, TURN LEFT AND GO SOUTH ON MACADAM ROAD
 FF0243'FOR 0.35 MILE TO A HOUSE ON EACH SIDE OF THE ROAD AND THE
 FF0243'STATION AND REFERENCE MARKS BEHIND THE HOUSE ON THE EAST SIDE
 FF0243'OF THE ROAD AS DESCRIBED.
 FF0243
 FF0243                          STATION RECOVERY (1956)
 FF0243
 FF0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0243'THE STATION IS LOCATED ABOUT 0.75 MILE SOUTHWEST OF WEST
 FF0243'MEMPHIS, ABOUT 0.85 MILE NORTH OF THE VILLAGE OF HULBERT, 175
 FF0243'FEET EAST OF CENTER LINE OF HULBERT ROAD, 53.3 FEET EAST-SOUTHEAST
 FF0243'OF NORTHEAST CORNER OF A TENANT HOUSE, 2 FEET NORTH OF A WHITE
 FF0243'WOODEN WITNESS POST, ABOUT 1-1/2 FEET ABOVE LEVEL OF ROAD, IN
 FF0243'A CONCRETE POST ABOUT 2 INCHES UNDERGROUND AND STAMPED
 FF0243'BOLLINGER 1929.
 FF0243'
 FF0243'REFERENCE MARK NO. 3 IS 50.17 FEET 15.292 METERS) SOUTHWEST
 FF0243'OF STATION, 132-1/2 FEET EAST OF CENTER LINE OF ROAD, 21-1/2
 FF0243'FEET SOUTHEAST OF SOUTHEAST PORCH CORNER OF A TENANT HOUSE,
 FF0243'14 FEET SOUTH OF A WELL WITH PUMP, IN A CONCRETE POST PROJECTING
 FF0243'2 INCHES AND STAMPED BOLLINGER NO 3 1929.
 FF0243'
 FF0243'REFERENCE MARK NO. 4 IS 48.53 FEET (14.793 METERS) NORTHWEST
 FF0243'OF STATION, 137 FEET EAST OF CENTER LINE OF ROAD, 18 FEET
 FF0243'NORTHEAST OF NORTHEAST CORNER OF HOUSE, IN A CONCRETE POST
 FF0243'PROJECTING 2 INCHES AND STAMPED BOLLINGER NO 4 1929.  THE
 FF0243'MARK HAS BEEN STRUCK BY MACHINERY AND APPEARS TO HAVE MOVED
 FF0243'EAST SLIGHTLY.
 FF0243'
 FF0243'THE AZIMUTH MARK IS AT JUNCTION OF U.S. HIGHWAY 70 AND HULBERT
 FF0243'ROAD, 68 FEET SOUTH OF CENTER LINE OF HIGHWAY, 40 FEET WEST
 FF0243'OF CENTER LINE OF HULBERT ROAD, 4.0 FEET SOUTH-SOUTHEAST OF
 FF0243'A POWER POLE, 6.9 FEET SOUTH-SOUTHWEST OF STREET SIGN (IRON
 FF0243'PIPE IN CONCRETE) 7.3 FEET SOUTH OF SOUTHEAST CORNER OF A
 FF0243'CONCRETE POST MARKED F.A.S. 822-1, ABOUT 2 FEET BELOW LEVEL
 FF0243'OF HIGHWAY, IN A CONCRETE POST ABOUT 4 INCHES UNDERGROUND AND
 FF0243'STAMPED BOLLINGER 1929 1954.
 FF0243'
 FF0243'TO REACH THE STATION FROM THE POST OFFICE AND JUNCTION OF
 FF0243'U.S. HIGHWAYS 70 AND 61 AT WEST MEMPHIS, GO ABOUT 0.5 MILE
 FF0243'WEST ALONG U.S. HIGHWAY 70 TO THE JUNCTION OF HULBERT ROAD
 FF0243'LEADING SOUTH AND AZIMUTH MARK, CONTINUE ABOUT 0.35 MILE
 FF0243'SOUTH ALONG HULBERT ROAD TO TENANT HOUSES ON BOTH SIDES OF
 FF0243'ROAD AND STATION IN BACK OF TENANT HOUSE EAST OF ROAD.
 FF0243
 FF0243                          STATION RECOVERY (1956)
 FF0243
 FF0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0243'0.9 MI SW FROM WEST MEMPHIS.
 FF0243'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AND
 FF0243'JUNCTION OF U.S. HIGHWAY 61 AT WEST MEMPHIS, THENCE ABOUT 0.4 MILE
 FF0243'SOUTH ALONG HULBERT ROAD, ABOUT 0.85 MILE NORTH ALONG BLACK TOP
 FF0243'ROAD FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION
 FF0243'(HULBERT-WEST MEMPHIS) AT HULBERT, AT A FRAME TENANT HOUSE, ABOUT
 FF0243'58 YARDS EAST OF CENTER LINE OF HULBERT ROAD, 48.6 FEET SOUTHEAST
 FF0243'OF RM NO. 4, 50.1 FEET NORTHEAST OF RM NO. 3, 53.3 FEET
 FF0243'EAST-SOUTHEAST OF NORTHEAST CORNER OF HOUSE, 2 FEET NORTH OF A
 FF0243'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD
 FF0243'AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.
 FF0243
 FF0243                          STATION RECOVERY (1974)
 FF0243
 FF0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0243'MARK NOT FOUND.
 FF0243
 FF0243                          STATION RECOVERY (1979)
 FF0243
 FF0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF0243'THE STATION MARK, WAS FOUND IN GOOD CONDITION.  REFERENCE MARKS
 FF0243'3 AND 4 WERE FOUND WITH TOP BROKEN OFF.  THE AZIMUTH MARK WAS
 FF0243'SEARCHED FOR BUT NOT FOUND.  NO PLACE FOR NEW ONE. REFERENCE MARKS
 FF0243'5 AND 6 WERE ESTABLISHED AT THIS TIME.
 FF0243'
 FF0243'THE STATION IS LOCATED ABOUT 1.2 KILOMETERS (0.75 MI) SOUTHWEST
 FF0243'OF WEST MEMPHIS.  ON PROPERTY OWNED BY VETERANS OF FOREIGN WARS,
 FF0243'406 SOUTH AVALON STREET, WEST MEMPHIS, AR, 72301.
 FF0243'
 FF0243'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 70,79 AND
 FF0243'STATE HIGHWAY 77
 FF0243'IN WEST MEMPHIS, GO WEST ON U.S.HIGHWAY 70 AND 79 FOR 0.5 MILE
 FF0243'(0.80 KM) TO JUNCTION OF AVALON STREET.  TURN LEFT AND GO SOUTH
 FF0243'ON AVALON STREET FOR 0.3 MILE (0.48 KM) TO STATION ON LEFT IN
 FF0243'LARGE OPEN AREA.
 FF0243'
 FF0243'THE STATION IS A STANDARD CGS DISK
 FF0243'STAMPED---BOLLINGER 1929---,
 FF0243'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 34 CM ON A SIDE
 FF0243'FLUSH WITH GROUND.  IT IS LOCATED
 FF0243'179 FEET SOUTHEAST FROM CORNER OF A FENCE AROUND SWIMMING POOL,
 FF0243'159 FEET NORTH-NORTHEAST FROM A POWER POLE AND
 FF0243'21.34 METERS NORTH FROM A CHAIN LINK FENCE.
 FF0243'
 FF0243'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK
 FF0243'STAMPED---BOLLINGER 1929 NO 5 1979---,
 FF0243'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF0243'FLUSH WITH GROUND.  IT IS LOCATED
 FF0243'1.35 METERS NORTH FROM A CHAIN LINK FENCE
 FF0243'MARK IS LEVEL WITH STATION.
 FF0243'
 FF0243'REFERENCE MARK NUMBER 06 IS A STANDARD NGS DISK
 FF0243'STAMPED---BOLLINGER 1929 NO 6 1979---,
 FF0243'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF0243'FLUSH WITH GROUND.  IT IS LOCATED
 FF0243'0.40 METER NORTH FROM A CHAIN LINK FENCE.
 FF0243'MARK IS LEVEL WITH STATION.
 FF0243'
 FF0243'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 13.2 METERS.
 FF0243'A GEODIMETER TIE WAS MADE TO STATION PORT USING G MAST.
 FF0243
 FF0243                          STATION RECOVERY (2003)
 FF0243
 FF0243'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0243'RECOVERED IN GOOD CONDITION.
 FF0243
 FF0243                          STATION RECOVERY (2005)
 FF0243
 FF0243'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FF0243'ALSO FOUND REFERENCE MARK NO. 5.  DID NOT FIND REFERENCE MARK NO. 6,
 FF0243'REFERENCE MARK NO. 3, OR REFERENCE MARK NO.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0242 ***********************************************************************
 FF0242  DESIGNATION -  BOLLINGER RM 3
 FF0242  PID         -  FF0242
 FF0242  STATE/COUNTY-  AR/CRITTENDEN
 FF0242  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0242
 FF0242                         *CURRENT SURVEY CONTROL
 FF0242  ___________________________________________________________________
 FF0242* NAD 83(1986)-  35 08 24.     (N)    090 11 35.     (W)     SCALED    
 FF0242* NAVD 88     -        65.238  (meters)     214.03   (feet)  ADJUSTED  
 FF0242  ___________________________________________________________________
 FF0242  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0242  DYNAMIC HT  -          65.180 (meters)     213.84  (feet)  COMP
 FF0242  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 FF0242
 FF0242  VERT ORDER  -  FIRST     CLASS II
 FF0242
 FF0242.The horizontal coordinates were scaled from a topographic map and have
 FF0242.an estimated accuracy of +/- 6 seconds.
 FF0242
 FF0242.The orthometric height was determined by differential leveling
 FF0242.and adjusted by the National Geodetic Survey in June 1991..
 FF0242
 FF0242.The geoid height was determined by GEOID03.
 FF0242
 FF0242.The dynamic height is computed by dividing the NAVD 88
 FF0242.geopotential number by the normal gravity value computed on the
 FF0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0242.degrees latitude (g = 980.6199 gals.).
 FF0242
 FF0242.The modeled gravity was interpolated from observed gravity values.
 FF0242
 FF0242;                    North         East    Units  Estimated Accuracy
 FF0242;SPC AR N     -    91,000.      564,660.      MT  (+/- 180 meters Scaled)
 FF0242
 FF0242                          SUPERSEDED SURVEY CONTROL
 FF0242
 FF0242  NGVD 29 (??/??/??)   65.213  (m)          213.95   (f) ADJUSTED    1 2
 FF0242
 FF0242.Superseded values are not recommended for survey control.
 FF0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0242.See file dsdata.txt to determine how the superseded data were derived.
 FF0242
 FF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU557921(NAD 83)
 FF0242_MARKER: DR = REFERENCE MARK DISK
 FF0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0242_STAMPING: BOLLINGER NO 3 1929
 FF0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0242+STABILITY: SURFACE MOTION
 FF0242
 FF0242  HISTORY     - Date     Condition        Report By
 FF0242  HISTORY     - 1954     MONUMENTED       CGS
 FF0242  HISTORY     - 1959     GOOD             CGS
 FF0242  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0242  HISTORY     - 20050805 MARK NOT FOUND   GEOCAC
 FF0242
 FF0242                          STATION DESCRIPTION
 FF0242
 FF0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0242'0.9 MI SW FROM WEST MEMPHIS.
 FF0242'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AND
 FF0242'JUNCTION OF U.S. HIGHWAY 61 AT WEST MEMPHIS, THENCE ABOUT 0.4
 FF0242'MILE SOUTH ALONG HULBERT ROAD, ABOUT 0.85 MILE NORTH ALONG BLACK
 FF0242'TOP ROAD FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FF0242'STATION (HULBERT-WEST MEMPHIS) AT HULBERT, AT A FRAME TENANT
 FF0242'HOUSE, 132 1/2 FEET EAST OF CENTER LINE OF HULBERT ROAD, 21 1/2
 FF0242'FEET SOUTHEAST OF SOUTHEAST CORNER OF PORCH OF HOUSE, 14 FEET
 FF0242'SOUTH OF A WELL WITH PUMP, 50.1 FEET SOUTHWEST OF STATION MARK,
 FF0242'60 FEET SOUTH OF RM NO. 4, ABOUT 1 1/2 FEET ABOVE LEVEL OF
 FF0242'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0242
 FF0242                          STATION RECOVERY (1974)
 FF0242
 FF0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0242'MARK NOT FOUND.
 FF0242
 FF0242                          STATION RECOVERY (2005)
 FF0242
 FF0242'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FF0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0244 ***********************************************************************
 FF0244  DESIGNATION -  BOLLINGER RM 4
 FF0244  PID         -  FF0244
 FF0244  STATE/COUNTY-  AR/CRITTENDEN
 FF0244  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0244
 FF0244                         *CURRENT SURVEY CONTROL
 FF0244  ___________________________________________________________________
 FF0244* NAD 83(1986)-  35 08 25.     (N)    090 11 33.     (W)     SCALED    
 FF0244* NAVD 88     -        65.303  (meters)     214.25   (feet)  ADJUSTED  
 FF0244  ___________________________________________________________________
 FF0244  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0244  DYNAMIC HT  -          65.244 (meters)     214.05  (feet)  COMP
 FF0244  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 FF0244
 FF0244  VERT ORDER  -  FIRST     CLASS II
 FF0244
 FF0244.The horizontal coordinates were scaled from a topographic map and have
 FF0244.an estimated accuracy of +/- 6 seconds.
 FF0244
 FF0244.The orthometric height was determined by differential leveling
 FF0244.and adjusted by the National Geodetic Survey in June 1991..
 FF0244
 FF0244.The geoid height was determined by GEOID03.
 FF0244
 FF0244.The dynamic height is computed by dividing the NAVD 88
 FF0244.geopotential number by the normal gravity value computed on the
 FF0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0244.degrees latitude (g = 980.6199 gals.).
 FF0244
 FF0244.The modeled gravity was interpolated from observed gravity values.
 FF0244
 FF0244;                    North         East    Units  Estimated Accuracy
 FF0244;SPC AR N     -    91,040.      564,710.      MT  (+/- 180 meters Scaled)
 FF0244
 FF0244                          SUPERSEDED SURVEY CONTROL
 FF0244
 FF0244  NGVD 29 (??/??/??)   65.277  (m)          214.16   (f) ADJUSTED    1 2
 FF0244
 FF0244.Superseded values are not recommended for survey control.
 FF0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0244.See file dsdata.txt to determine how the superseded data were derived.
 FF0244
 FF0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU557922(NAD 83)
 FF0244_MARKER: DR = REFERENCE MARK DISK
 FF0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0244_STAMPING: BOLLINGER NO 4 1929
 FF0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0244+STABILITY: SURFACE MOTION
 FF0244
 FF0244  HISTORY     - Date     Condition        Report By
 FF0244  HISTORY     - 1954     MONUMENTED       CGS
 FF0244  HISTORY     - 1956     GOOD             CGS
 FF0244  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0244  HISTORY     - 20050805 MARK NOT FOUND   GEOCAC
 FF0244
 FF0244                          STATION DESCRIPTION
 FF0244
 FF0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0244'0.9 MI SW FROM WEST MEMPHIS.
 FF0244'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AND
 FF0244'JUNCTION OF U.S. HIGHWAY 61 AT WEST MEMPHIS, THENCE ABOUT 0.4
 FF0244'MILE SOUTH ALONG HULBERT ROAD, ABOUT 0.85 MILE NORTH ALONG BLACK
 FF0244'TOP ROAD FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FF0244'STATION (HULBERT-WEST MEMPHIS) AT HULBERT, AT A FRAME TENANT
 FF0244'HOUSE, 137 FEET EAST OF CENTER LINE OF BLACK TOP ROAD, 18 FEET
 FF0244'NORTHEAST OF NORTHEAST CORNER OF HOUSE, 48.6 FEET NORTHWEST OF
 FF0244'STATION MARK, 60 FEET NORTH OF RM NO. 3, ABOUT 1 1/2 FEET ABOVE
 FF0244'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0244'2 INCHES.
 FF0244
 FF0244                          STATION RECOVERY (1974)
 FF0244
 FF0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0244'MARK NOT FOUND.
 FF0244
 FF0244                          STATION RECOVERY (2005)
 FF0244
 FF0244'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FF0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1889 ***********************************************************************
 FF1889  DESIGNATION -  BON AIR SPRINGS
 FF1889  PID         -  FF1889
 FF1889  STATE/COUNTY-  AR/STONE
 FF1889  USGS QUAD   -  MARCELLA (1969)
 FF1889
 FF1889                         *CURRENT SURVEY CONTROL
 FF1889  ___________________________________________________________________
 FF1889* NAD 83(1997)-  35 47 08.54675(N)    091 57 44.22557(W)     ADJUSTED  
 FF1889* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 FF1889  ___________________________________________________________________
 FF1889  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FF1889  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF1889
 FF1889  HORZ ORDER  -  SECOND
 FF1889
 FF1889.The horizontal coordinates were established by classical geodetic methods
 FF1889.and adjusted by the National Geodetic Survey in September 1999..
 FF1889
 FF1889.The orthometric height was scaled from a topographic map.
 FF1889
 FF1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1889
 FF1889.The geoid height was determined by GEOID03.
 FF1889
 FF1889;                    North         East     Units Scale Factor Converg.
 FF1889;SPC AR N     -   161,130.139   403,409.513   MT  0.99994210   +0 01 19.0
 FF1889;SPC AR N     -   528,641.13  1,323,519.38   sFT  0.99994210   +0 01 19.0
 FF1889;UTM  15      - 3,960,677.340   593,780.804   MT  0.99970837   +0 36 24.7
 FF1889
 FF1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1889!SPC AR N     -   0.99993744  x   0.99994210  =   0.99987954
 FF1889!UTM  15      -   0.99993744  x   0.99970837  =   0.99964582
 FF1889
 FF1889:                Primary Azimuth Mark                     Grid Az
 FF1889:SPC AR N     -  BON AIR SPRINGS AZ MK                    004 24 36.6
 FF1889:UTM  15      -  BON AIR SPRINGS AZ MK                    003 49 30.9
 FF1889
 FF1889|---------------------------------------------------------------------|
 FF1889| PID    Reference Object                     Distance      Geod. Az  |
 FF1889|                                                           dddmmss.s |
 FF1889| CI1199 BON AIR SPRINGS AZ MK                              0042555.6 |
 FF1889| CI1200 BON AIR SPRINGS RM 1                 18.109 METERS 20148     |
 FF1889| CI1201 BON AIR SPRINGS RM 2                 18.700 METERS 29635     |
 FF1889|---------------------------------------------------------------------|
 FF1889
 FF1889                          SUPERSEDED SURVEY CONTROL
 FF1889
 FF1889  NAD 83(1986)-  35 47 08.55838(N)    091 57 44.22463(W) AD(       ) 2
 FF1889  NAD 27      -  35 47 08.29200(N)    091 57 43.69300(W) AD(       ) 2
 FF1889
 FF1889.Superseded values are not recommended for survey control.
 FF1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1889.See file dsdata.txt to determine how the superseded data were derived.
 FF1889
 FF1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9378160677(NAD 83)
 FF1889_MARKER: DD = SURVEY DISK
 FF1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1889
 FF1889  HISTORY     - Date     Condition        Report By
 FF1889  HISTORY     - 1954     MONUMENTED       USE
 FF1889
 FF1889                          STATION DESCRIPTION
 FF1889
 FF1889'DESCRIBED BY US ENGINEERS 1954 (JCM)
 FF1889'THE STATION IS ABOUT 8 MILES EAST AND 5-1/2 MILES SOUTH OF
 FF1889'MOUNTAIN VIEW, AND 11 MILES NORTH OF DRASCO.  IT IS 12 FEET
 FF1889'NORTH OF A 14-INCH OAK TREE BEARING A TRIANGULAR BLAZE, AND
 FF1889'3 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST.
 FF1889'
 FF1889'TO REACH THE STATION FROM THE POST OFFICE AND NOAH CANNONS
 FF1889'STORE IN DRASCO, GO NORTHERLY ON A GRAVELED ROAD FOR 2.35 MILES
 FF1889'TO A CROSSROADS, TURN LEFT AND GO WEST AND NORTH FOR 2.1 MILES
 FF1889'TO A STORE ON THE LEFT, CONTINUE NORTHERLY ON THE MAIN ROAD
 FF1889'FOR 2.9 MILES TO THE COUNTY LINE, CONTINUE NORTH FOR 6.75
 FF1889'MILES TO A Y-JUNCTION, CONTINUE NORTH AND WEST FOR 0.6 MILE
 FF1889'TO THE STATION ON THE LEFT AND A T-JUNCTION ON THE RIGHT.  TO
 FF1889'REACH THE AZIMUTH MARK FROM THE T-JUNCTION, GO NORTH ON
 FF1889'A FARM ROAD FOR 0.9 MILE TO AN OLD FARMHOUSE ON THE LEFT,
 FF1889'CONTINUE NORTH FOR 0.1 MILE TO A GATE AND THE AZIMUTH MARK.
 FF1889'
 FF1889'THE STATION MARK IS A BRONZE DISK OF THE UNITED STATES ENGINEER
 FF1889'DEPARTMENT SET IN THE TOP OF A CONCRETE POST 6 INCHES IN
 FF1889'DIAMETER.  THE POST IS FLUSH WITH THE GROUND AND THE DISK IS
 FF1889'STAMPED BON-AIR-SPG 1940.
 FF1889'
 FF1889'REFERENCE MARK 1 IS 61 FEET SOUTH OF THE WITNESS POST.  THE
 FF1889'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BON AIR SPRINGS
 FF1889'USED NO 1 1954.
 FF1889'
 FF1889'REFERENCE MARK 2 IS 64 FEET WEST OF THE WITNESS POST.  THE MARK
 FF1889'PROJECTS 8 INCHES AND THE DISK IS STAMPED BON AIR SPRINGS USED
 FF1889'NO 2 1954.
 FF1889'
 FF1889'THE AZIMUTH MARK IS BRONZE DISK OF THE UNITED STATES ENGINEER
 FF1889'DEPARTMENT SET IN THE TOP OF A CONCRETE POST 6 INCHES IN DIAMETER.
 FF1889'IT IS 20 FEET NORTHEAST OF THE GATE, 18 FEET NORTH OF A FENCE, 15
 FF1889'FEET EAST OF THE CENTER OF THE FARM ROAD, 5 FEET SOUTH OF A TWIN
 FF1889'HICKORY TREE AND 3 FEET EAST OF A 4 X 4 INCH WHITE WITNESS
 FF1889'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FF1889'BON-AIR-SPRINGS AZ.
 FF1889'
 FF1889'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2883 ***********************************************************************
 EH2883  DESIGNATION -  BONAIR
 EH2883  PID         -  EH2883
 EH2883  STATE/COUNTY-  AR/ST FRANCIS
 EH2883  USGS QUAD   -  HAYNES (1992)
 EH2883
 EH2883                         *CURRENT SURVEY CONTROL
 EH2883  ___________________________________________________________________
 EH2883* NAD 83(1997)-  34 56 58.53131(N)    090 47 25.91619(W)     ADJUSTED  
 EH2883* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 EH2883  ___________________________________________________________________
 EH2883  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EH2883  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2883
 EH2883  HORZ ORDER  -  FIRST
 EH2883
 EH2883.The horizontal coordinates were established by classical geodetic methods
 EH2883.and adjusted by the National Geodetic Survey in September 1999..
 EH2883
 EH2883.The orthometric height was scaled from a topographic map.
 EH2883
 EH2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2883
 EH2883.The geoid height was determined by GEOID03.
 EH2883
 EH2883;                    North         East     Units Scale Factor Converg.
 EH2883;SPC AR N     -    69,047.694   510,474.635   MT  0.99999684   +0 42 13.6
 EH2883;SPC AR N     -   226,533.98  1,674,782.20   sFT  0.99999684   +0 42 13.6
 EH2883;SPC AR S     -   653,870.354   510,480.265   MT  1.00004592   +0 40 36.9
 EH2883;SPC AR S     - 2,145,239.65  1,674,800.67   sFT  1.00004592   +0 40 36.9
 EH2883;UTM  15      - 3,869,682.185   701,758.481   MT  1.00010172   +1 15 58.1
 EH2883
 EH2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2883!SPC AR N     -   0.99999340  x   0.99999684  =   0.99999024
 EH2883!SPC AR S     -   0.99999340  x   1.00004592  =   1.00003932
 EH2883!UTM  15      -   0.99999340  x   1.00010172  =   1.00009512
 EH2883
 EH2883:                Primary Azimuth Mark                     Grid Az
 EH2883:SPC AR N     -  FORREST CITY ARK PWR CO MAST             022 02 19.6
 EH2883:SPC AR S     -  FORREST CITY ARK PWR CO MAST             022 03 56.3
 EH2883:UTM  15      -  FORREST CITY ARK PWR CO MAST             021 28 35.1
 EH2883
 EH2883|---------------------------------------------------------------------|
 EH2883| PID    Reference Object                     Distance      Geod. Az  |
 EH2883|                                                           dddmmss.s |
 EH2883| EH2882 FORREST CITY ARK PWR CO MAST        APPROX. 3.8 KM 0224433.2 |
 EH2883| EH2884 AIRWAY BN 39 S OF FORREST CITY      420.373 METERS 1765946.4 |
 EH2883| CY5311 BONAIR AZ MK                                       1822759.3 |
 EH2883| EH1031 G 82                                 33.400 METERS 22629     |
 EH2883| EH2885 T4N R3E SECS 16 21 1/4 COR           34.492 METERS 25157     |
 EH2883| EH2879 PALESTINE ARK PWR AND LT CO TK      APPROX. 8.2 KM 2940423.9 |
 EH2883| EH2886 FORREST CITY RAD STA KXJK MAST      APPROX. 7.1 KM 3000629.3 |
 EH2883| CY5312 BONAIR RM 2                          33.994 METERS 31418     |
 EH2883| EH2880 ARKANSAS ST POLICE W RAD MAST       APPROX. 6.0 KM 3143620.3 |
 EH2883|---------------------------------------------------------------------|
 EH2883
 EH2883                          SUPERSEDED SURVEY CONTROL
 EH2883
 EH2883  NAD 83(1997)-  34 56 58.53574(N)    090 47 25.91478(W) AD(       ) 1
 EH2883  NAD 83(1986)-  34 56 58.54010(N)    090 47 25.91475(W) AD(       ) 1
 EH2883  NAD 27      -  34 56 58.20210(N)    090 47 25.50820(W) AD(       ) 1
 EH2883
 EH2883.Superseded values are not recommended for survey control.
 EH2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2883.See file dsdata.txt to determine how the superseded data were derived.
 EH2883
 EH2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0175869682(NAD 83)
 EH2883_MARKER: DS = TRIANGULATION STATION DISK
 EH2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2883
 EH2883  HISTORY     - Date     Condition        Report By
 EH2883  HISTORY     - 1953     MONUMENTED       CGS
 EH2883  HISTORY     - 1963     POOR             CGS
 EH2883  HISTORY     - 20050419 MARK NOT FOUND   USACE
 EH2883
 EH2883                          STATION DESCRIPTION
 EH2883
 EH2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2883'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF THE CENTER OF
 EH2883'FORREST CITY AT THE SMALL COMMUNITY OF BONAIR.  IT IS IN A SMALL
 EH2883'OPEN AREA, 62.0 FEET EAST OF THE CENTER OF STATE ROUTE NO. 1,
 EH2883'50.5 FEET EAST-NORTHEAST OF A POWERLINE POLE AND 35.0 FEET NORTH
 EH2883'OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 6 INCHES AND
 EH2883'IS STAMPED BONAIR 1953.
 EH2883'
 EH2883'BENCH MARK G 82 WAS USED AS REFERENCE MARK NO. 1.  IT IS A
 EH2883'STANDARD U. S. C. AND G. S. BENCH MARK DISK SET IN A 6 INCH
 EH2883'SQUARE CONCRETE POST.  IT IS 40.0 FEET SOUTH OF THE CENTER OF
 EH2883'A GRAVELED ROAD, 26.0 FEET EAST OF THE EAST RAIL OF THE MISSOURI
 EH2883'PACIFIC RAILROAD TRACK AND 4.0 FEET EAST OF A TELEPHONE POLE.
 EH2883'IT PROJECTS 4 INCHES AND IS STAMPED G 82 1935.
 EH2883'
 EH2883'REFERENCE MARK NO. 2 IS 38.0 FEET WEST OF A T FENCE CORNER,
 EH2883'24.0 FEET EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC
 EH2883'RAILROAD TRACK, 2.0 FEET SOUTHEAST OF A TELEPHONE POLE AND ABOUT
 EH2883'2-1/2 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS STAMPED
 EH2883'BONAIR NO 2 1953.
 EH2883'
 EH2883'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EH2883'NO. 2 IS 153.37 FEET.
 EH2883'
 EH2883'T4N R3E 1/4 COR. SEC. 16 SEC. 21 IS A 1 INCH IRON STAKE WITH
 EH2883'A PUNCH MARK IN THE TOP OF THE STAKE, IS 4 INCHES BELOW THE
 EH2883'SURFACE OF THE GROUND AND HAS NO STAMPING.  IT IS LOCATED ABOUT
 EH2883'3 FEET ABOVE THE ELEVATION OF THE STATION IN THE CENTER OF
 EH2883'A GRAVELED ROAD AND DIRECTLY BETWEEN THE TRACKS OF THE MISSOURI
 EH2883'PACIFIC RAILROAD WHERE THE ROAD CROSSES THE TRACKS.
 EH2883'
 EH2883'THE AZIMUTH MARK IS 58.0 FEET WEST OF THE CENTER OF STATE ROUTE
 EH2883'NO. 1, 30.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 20.0
 EH2883'FEET EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD
 EH2883'TRACKS, 7.0 FEET NORTHEAST OF A RAILROAD CROSSING MARKER AND
 EH2883'DIRECTLY UNDER A TELEPHONE LINE.  IT IS SET FLUSH WITH THE
 EH2883'SURFACE OF THE GROUND AND IS STAMPED BONAIR 1953.
 EH2883'
 EH2883'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY, GO
 EH2883'SOUTH ON STATE ROUTE NO. 1 FOR 4.4 MILES TO A CROSSROAD AT THE
 EH2883'COMMUNITY OF BONAIR AND THE STATION ON THE RIGHT IN THE NORTHWEST
 EH2883'ANGLE AS DESCRIBED.
 EH2883'
 EH2883'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 EH2883'ROUTE NO. 1 FOR 0.5 MILE TO A T ROAD RIGHT AND THE MARK ON THE RIGHT
 EH2883'AS DESCRIBED.
 EH2883'
 EH2883'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2883
 EH2883                          STATION RECOVERY (1963)
 EH2883
 EH2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2883'THE CONCRETE MONUMENT IS INTACT BUT THE BRONZE DISC IS MISSING.  A
 EH2883'NEW MARK WAS NOT SET.  RM NO. 1, BM G 82 1953, IS INTACT AS
 EH2883'DESCRIBED.  RM NO. 2 WAS NOT FOUND.  NO SEARCH WAS MADE FOR THE
 EH2883'AZIMUTH MARK.
 EH2883'
 EH2883'ROUTE DESCRIPTION IS ADEQUATE.  THE COMMUNITY OF BONAIR NO LONGER
 EH2883'EXISTS.
 EH2883
 EH2883                          STATION RECOVERY (2005)
 EH2883
 EH2883'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2883'AZ MK FOUND AS DESCRIBED, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1993 ***********************************************************************
 EJ1993  DESIGNATION -  BONNERDALE
 EJ1993  PID         -  EJ1993
 EJ1993  STATE/COUNTY-  AR/HOT SPRING
 EJ1993  USGS QUAD   -  PEARCY (1976)
 EJ1993
 EJ1993                         *CURRENT SURVEY CONTROL
 EJ1993  ___________________________________________________________________
 EJ1993* NAD 83(1997)-  34 23 21.29583(N)    093 21 40.30941(W)     ADJUSTED  
 EJ1993* NAVD 88     -       219.0    (meters)     719.     (feet)  VERTCON   
 EJ1993  ___________________________________________________________________
 EJ1993  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 EJ1993  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EJ1993
 EJ1993  HORZ ORDER  -  THIRD
 EJ1993
 EJ1993.The horizontal coordinates were established by classical geodetic methods
 EJ1993.and adjusted by the National Geodetic Survey in September 1999..
 EJ1993
 EJ1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1993
 EJ1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1993
 EJ1993.The geoid height was determined by GEOID03.
 EJ1993
 EJ1993;                    North         East     Units Scale Factor Converg.
 EJ1993;SPC AR S     -   591,889.466   274,834.101   MT  0.99993758   -0 45 42.7
 EJ1993;SPC AR S     - 1,941,890.69    901,684.88   sFT  0.99993758   -0 45 42.7
 EJ1993;UTM  15      - 3,805,375.600   466,797.069   MT  0.99961359   -0 12 14.4
 EJ1993
 EJ1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1993!SPC AR S     -   0.99996996  x   0.99993758  =   0.99990754
 EJ1993!UTM  15      -   0.99996996  x   0.99961359  =   0.99958356
 EJ1993
 EJ1993|---------------------------------------------------------------------|
 EJ1993| PID    Reference Object                     Distance      Geod. Az  |
 EJ1993|                                                           dddmmss.s |
 EJ1993| CX5061 BONNERDALE RM 1                      15.371 METERS 05540     |
 EJ1993| CX5060 BONNERDALE AZ MK                                   3051734.0 |
 EJ1993| CX5062 BONNERDALE RM 2                      11.966 METERS 31809     |
 EJ1993|---------------------------------------------------------------------|
 EJ1993
 EJ1993                          SUPERSEDED SURVEY CONTROL
 EJ1993
 EJ1993  NAD 83(1997)-  34 23 21.30538(N)    093 21 40.30300(W) AD(       ) 3
 EJ1993  NAD 83(1986)-  34 23 21.30570(N)    093 21 40.30160(W) AD(       ) 3
 EJ1993  NAD 27      -  34 23 20.96710(N)    093 21 39.68310(W) AD(       ) 3
 EJ1993  NGVD 29 (07/19/86)  219.0    (m)          719.     (f) VERT ANG       
 EJ1993
 EJ1993.Superseded values are not recommended for survey control.
 EJ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1993.See file dsdata.txt to determine how the superseded data were derived.
 EJ1993
 EJ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6679705376(NAD 83)
 EJ1993_MARKER: DS = TRIANGULATION STATION DISK
 EJ1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1993
 EJ1993  HISTORY     - Date     Condition        Report By
 EJ1993  HISTORY     - 1957     MONUMENTED       CGS
 EJ1993
 EJ1993                          STATION DESCRIPTION
 EJ1993
 EJ1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1993'THE STATION IS LOCATED 11 MILES NORTHEAST OF GLENWOOD, 1 MILE
 EJ1993'NORTHEAST OF BONNERDALE, 66 FEET EAST OF A ROW OF TREES IN AN
 EJ1993'OLD FENCE LINE AND 41 FEET SOUTHEAST OF A 10-INCH LONE PINE
 EJ1993'TREE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED BONNERDALE
 EJ1993'1957.
 EJ1993'
 EJ1993'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A FENCE.  THE MARK
 EJ1993'PROJECTS 2 INCHES AND IS STAMPED BONNERDALE NO 1 1957.
 EJ1993'
 EJ1993'REFERENCE MARK NO. 2 IS 7 FEET EAST OF A 10-INCH LONE PINE
 EJ1993'TREE AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 5 INCHES
 EJ1993'AND IS STAMPED BONNERDALE NO 2 1957.
 EJ1993'
 EJ1993'AZIMUTH MARK IS 81 FEET NORTH OF THE DRIVEWAY TO THE O.T.
 EJ1993'DECKER RESIDENCE, 41 FEET NORTHWEST OF THE CENTER OF U.S.
 EJ1993'HIGHWAY 70 AND 1 FOOT SOUTHWEST OF A FENCE.  THE MARK PROJECTS
 EJ1993'5 INCHES AND IS STAMPED BONNERDALE 1957.
 EJ1993'
 EJ1993'TO REACH FROM THE RAILROAD STATION IN GLENWOOD, GO NORTHEAST
 EJ1993'ON U.S. HIGHWAY 70 FOR 11.4 MILES TO THE BONNERDALE POST OFFICE
 EJ1993'AND STORE ON LEFT.  CONTINUE AHEAD ON U.S. HIGHWAY 70 FOR 1.25
 EJ1993'MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, TURN RIGHT INTO
 EJ1993'THE DRIVEWAY TO O.T. DECKERS RESIDENCE, GO THROUGH GATE AT
 EJ1993'THE NORTHEAST CORNER OF THE YARD AND FOLLOW TRACK ROAD AROUND
 EJ1993'THE FIELD FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 EJ1993'
 EJ1993'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2129 ***********************************************************************
 FF2129  DESIGNATION -  BONO
 FF2129  PID         -  FF2129
 FF2129  STATE/COUNTY-  AR/CRAIGHEAD
 FF2129  USGS QUAD   -  BONO (1980)
 FF2129
 FF2129                         *CURRENT SURVEY CONTROL
 FF2129  ___________________________________________________________________
 FF2129* NAD 83(1997)-  35 54 28.49728(N)    090 45 31.45141(W)     ADJUSTED  
 FF2129* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 FF2129  ___________________________________________________________________
 FF2129  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FF2129  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FF2129
 FF2129  HORZ ORDER  -  SECOND
 FF2129
 FF2129.The horizontal coordinates were established by classical geodetic methods
 FF2129.and adjusted by the National Geodetic Survey in September 1999..
 FF2129
 FF2129.The orthometric height was scaled from a topographic map.
 FF2129
 FF2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2129
 FF2129.The geoid height was determined by GEOID03.
 FF2129
 FF2129;                    North         East     Units Scale Factor Converg.
 FF2129;SPC AR N     -   175,394.753   512,038.495   MT  0.99995184   +0 43 20.2
 FF2129;SPC AR N     -   575,440.95  1,679,912.96   sFT  0.99995184   +0 43 20.2
 FF2129;UTM  15      - 3,976,055.742   702,250.561   MT  1.00010406   +1 18 53.7
 FF2129
 FF2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2129!SPC AR N     -   0.99998380  x   0.99995184  =   0.99993564
 FF2129!UTM  15      -   0.99998380  x   1.00010406  =   1.00008786
 FF2129
 FF2129:                Primary Azimuth Mark                     Grid Az
 FF2129:SPC AR N     -  BONO AZ MK                               019 40 16.3
 FF2129:UTM  15      -  BONO AZ MK                               019 04 42.8
 FF2129
 FF2129|---------------------------------------------------------------------|
 FF2129| PID    Reference Object                     Distance      Geod. Az  |
 FF2129|                                                           dddmmss.s |
 FF2129| CI3046 BONO AZ MK                                         0202336.5 |
 FF2129| CI3047 BONO RM 1                            27.749 METERS 13139     |
 FF2129| CI3048 BONO RM 2                            28.109 METERS 27223     |
 FF2129|---------------------------------------------------------------------|
 FF2129
 FF2129                          SUPERSEDED SURVEY CONTROL
 FF2129
 FF2129  NAD 83(1997)-  35 54 28.50583(N)    090 45 31.45232(W) AD(       ) 2
 FF2129  NAD 83(1986)-  35 54 28.50837(N)    090 45 31.45106(W) AD(       ) 2
 FF2129  NAD 27      -  35 54 28.24470(N)    090 45 31.04090(W) AD(       ) 2
 FF2129
 FF2129.Superseded values are not recommended for survey control.
 FF2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2129.See file dsdata.txt to determine how the superseded data were derived.
 FF2129
 FF2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0225176056(NAD 83)
 FF2129_MARKER: DS = TRIANGULATION STATION DISK
 FF2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2129
 FF2129  HISTORY     - Date     Condition        Report By
 FF2129  HISTORY     - 1954     MONUMENTED       CGS
 FF2129
 FF2129                          STATION DESCRIPTION
 FF2129
 FF2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2129'THE STATION IS ON THE PROPERTY OF MR. AUBREY JANSES, IN SECTION
 FF2129'27, R 3 E, T 13 N, ABOUT 5-1/2 MILES NORTHWEST OF JONESBORO,
 FF2129'2-1/2 MILES EAST OF BONO, 100 FEET EAST-SOUTHEAST OF THE JANSES
 FF2129'FARM HOME, 35 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 26
 FF2129'FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH WHITE WITNESS POST AND
 FF2129'POWERLINE POLE.
 FF2129'
 FF2129'TO REACH THE STATION FROM THE POST OFFICE JUST EAST OF THE
 FF2129'RAILROAD TRACKS IN BONO, GO EAST ON THE MAIN GRAVELED ROAD FOR
 FF2129'2.45 MILES TO A T-INTERSECTION, TURN RIGHT AND GO SOUTH 0.05
 FF2129'MILE TO A FORK, TAKE RIGHT FORK ABOUT 75 YARDS TO THE STATION
 FF2129'MARK ON THE RIGHT.  THE AZIMUTH MARK MAY BE REACHED FROM
 FF2129'THE T-INTERSECTION MENTIONED ABOVE BY TURNING LEFT AND GOING
 FF2129'NORTHERLY FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 FF2129'
 FF2129'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BONO
 FF2129'1954.
 FF2129'
 FF2129'REFERENCE MARK 1 IS 22 FEET EAST OF THE CENTER OF THE GRAVEL
 FF2129'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF2129'BONO NO 1 1954.
 FF2129'
 FF2129'REFERENCE MARK 2 IS 23 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FF2129'FARM HOME.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 FF2129'BONO NO 2 1954.
 FF2129'
 FF2129'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 FF2129'2 FEET NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT
 FF2129'WEST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 FF2129'IS STAMPED BONO 1954.
 FF2129'
 FF2129'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0937 ***********************************************************************
 FH0937  DESIGNATION -  BOSTON
 FH0937  PID         -  FH0937
 FH0937  STATE/COUNTY-  AR/WASHINGTON
 FH0937  USGS QUAD   -  WINSLOW (1983)
 FH0937
 FH0937                         *CURRENT SURVEY CONTROL
 FH0937  ___________________________________________________________________
 FH0937* NAD 83(1997)-  35 47 41.97614(N)    094 10 04.39724(W)     ADJUSTED  
 FH0937* NAVD 88     -       648.9    (meters)    2129.     (feet)  VERTCON   
 FH0937  ___________________________________________________________________
 FH0937  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 FH0937  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FH0937
 FH0937  HORZ ORDER  -  FIRST
 FH0937
 FH0937.The horizontal coordinates were established by classical geodetic methods
 FH0937.and adjusted by the National Geodetic Survey in September 1999..
 FH0937
 FH0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0937
 FH0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0937
 FH0937.The geoid height was determined by GEOID03.
 FH0937
 FH0937;                    North         East     Units Scale Factor Converg.
 FH0937;SPC AR N     -   164,316.887   204,057.634   MT  0.99994268   -1 15 41.4
 FH0937;SPC AR N     -   539,096.32    669,479.09   sFT  0.99994268   -1 15 41.4
 FH0937;UTM  15      - 3,961,839.746   394,466.938   MT  0.99973724   -0 40 59.3
 FH0937
 FH0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0937!SPC AR N     -   0.99990259  x   0.99994268  =   0.99984527
 FH0937!UTM  15      -   0.99990259  x   0.99973724  =   0.99963985
 FH0937
 FH0937:                Primary Azimuth Mark                     Grid Az
 FH0937:SPC AR N     -  BOSTON AZ MK 2                           056 14 05.2
 FH0937:UTM  15      -  BOSTON AZ MK 2                           055 39 23.1
 FH0937
 FH0937|---------------------------------------------------------------------|
 FH0937| PID    Reference Object                     Distance      Geod. Az  |
 FH0937|                                                           dddmmss.s |
 FH0937| CI1206 BOSTON AZ MK 2                                     0545823.8 |
 FH0937| CI1205 BOSTON AZ MK                                       1012820.0 |
 FH0937| FH0933 MT GAYLER OBSERVATION TOWER         APPROX. 6.8 KM 1352326.7 |
 FH0937| FH0936 BOSTON WM SIGNAL TREE                10.209 METERS 14458     |
 FH0937| CI1207 BOSTON RM 1                          43.931 METERS 21247     |
 FH0937| FH0956 KIMES LOT                           APPROX.13.5 KM 2174159.8 |
 FH0937| CI1208 BOSTON RM 2                          24.988 METERS 30744     |
 FH0937|---------------------------------------------------------------------|
 FH0937
 FH0937                          SUPERSEDED SURVEY CONTROL
 FH0937
 FH0937  NAD 83(1997)-  35 47 41.98663(N)    094 10 04.39694(W) AD(       ) 1
 FH0937  NAD 83(1986)-  35 47 41.98447(N)    094 10 04.39343(W) AD(       ) 1
 FH0937  NAD 27      -  35 47 41.69100(N)    094 10 03.65700(W) AD(       ) 1
 FH0937  NGVD 29 (07/19/86)  648.7    (m)         2128.     (f) VERT ANG       
 FH0937
 FH0937.Superseded values are not recommended for survey control.
 FH0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0937.See file dsdata.txt to determine how the superseded data were derived.
 FH0937
 FH0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9446761840(NAD 83)
 FH0937_MARKER: DS = TRIANGULATION STATION DISK
 FH0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0937
 FH0937  HISTORY     - Date     Condition        Report By
 FH0937  HISTORY     - 1935     MONUMENTED       CGS
 FH0937  HISTORY     - 1960     GOOD             CGS
 FH0937  HISTORY     - 1971     GOOD             NGS
 FH0937  HISTORY     - 1989     GOOD             USPSQD
 FH0937
 FH0937                          STATION DESCRIPTION
 FH0937
 FH0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0937'STATION IS ABOUT 2 MILES W OF WINSLOW, NEAR THE N 1/4 SEC. 22,
 FH0937'T 13 N, R 30 W, ON LAND OWNED AND OCCUPIED BY R. T. BACON, OF
 FH0937'625 ORANGE STREET, NEW HAVEN, CONNECTICUT.  MARK IS SET 111 FEET N
 FH0937'OF THE CHIMNEY AT THE N SIDE OF THE HOUSE, 62 FEET N OF A PUMP,
 FH0937'30 FEET NE OF A 2-FOOT OAK TREE, AND 33.5 FEET NW OF A 2-FOOT
 FH0937'OAK WITH STUB TOP.  MARK IS FLUSH WITH THE SURFACE.
 FH0937'
 FH0937'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH0937'BRONZE DISKS SET IN CONCRETE.
 FH0937'
 FH0937'REFERENCE MARK NO.1 IS SW OF THE STATION, 1 FOOT E OF THE FENCE
 FH0937'LINE AT THE W EDGE OF THE YARD, 72 FEET W OF THE NW CORNER
 FH0937'OF THE HOUSE, AND PROJECTS 2 INCHES.
 FH0937'
 FH0937'REFERENCE MARK NO.2 IS NW OF THE STATION, 10 FEET E OF THE
 FH0937'FENCE CORNER AT THE NW CORNER OF THE YARD, 1 FOOT S OF THE
 FH0937'FENCE LINE AT THE N EDGE OF THE YARD, 28 FEET W OF GATE IN
 FH0937'FENCE LINE, AND IS FLUSH WITH THE SURFACE.
 FH0937'
 FH0937'AZIMUTH MARK IS ESE OF THE STATION, 1 FOOT N OF THE FENCE LINE,
 FH0937'29 FEET SW OF THE CENTER LINE OF THE ROAD AT CURVE, AND PROJECTS
 FH0937'8 INCHES.
 FH0937'
 FH0937'REACHED FROM FAYETTEVILLE BY U.S. HIGHWAY 71, GO S ABOUT 22 MILES
 FH0937'TO SMALL TOWN OF WINSLOW, JUST OFF HIGHWAY TO W, FROM RAILROAD
 FH0937'STATION IN WINSLOW, CROSS TRACKS JUST S OF THE STATION, MAKE JOG
 FH0937'TO S AND THENCE FOLLOW MAIN-TRAVELED ROAD UP HILL FOR 0.55 MILE
 FH0937'TO TOP OF HILL AND FORKS, THENCE LEFT FORK 0.85 MILE TO FORKS,
 FH0937'THENCE RIGHT FORK 1.0 MILE TO GATE AND ENTRANCE TO BACONS YARD.
 FH0937'STATION IS ABOUT 40 PACES SW.
 FH0937'
 FH0937'A LIGHT 74 FEET ABOVE EVANS COMES INTO VIEW AT 45 FEET ABOVE THE
 FH0937'GROUND.
 FH0937'
 FH0937'LIGHTS 47 FEET ABOVE HARDT, 60 FEET ABOVE SUGAR, 87 FEET ABOVE
 FH0937'LIBERTY, AND 74 FEET ABOVE LOVELL COME INTO VIEW AT 50 FEET ABOVE
 FH0937'THE GROUND.
 FH0937'
 FH0937'NOTE- TOWER IS VISIBLE FROM THE GROUND BUT STATION MARK UNDER
 FH0937'TOWER IS NOT.
 FH0937'
 FH0937'NOTE- THIS TREE IS EVIDENTLY THE OLD U.S.G.S. SIGNAL TREE.
 FH0937
 FH0937                          STATION RECOVERY (1960)
 FH0937
 FH0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH0937'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH0937'CONDITION.  THE OLD U.S.G.S. SIGNAL TREE IS GONE.
 FH0937'
 FH0937'THE AZIMUTH MARK IS ABOUT 0.3 MILE BY ROAD EAST-SOUTHEAST OF
 FH0937'THE STATION AND IS JUST SOUTHWEST OF A ROAD FORK.
 FH0937'
 FH0937'THE DESCRIPTION TO REACH THIS STATION FROM THE WINSLOW RAILROAD
 FH0937'STATION IS ADEQUATE.
 FH0937
 FH0937                          STATION RECOVERY (1971)
 FH0937
 FH0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0937'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 FH0937'RECOVERED.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND OR
 FH0937'THE TOWER.  AN AZIMUTH MARK NO 2 WAS ESTABLISHED.  THE DISTANCE AND
 FH0937'DIRECTION TO THE REFERENCE MARKS CHECKED THE 1935 DATA.  FOLLOWING
 FH0937'IS A NEW DESCRIPTION.
 FH0937'
 FH0937'THE STATION IS ABOUT 4-1/2 MILES SOUTH AND 3-1/2 MILES WEST OF
 FH0937'BRENTWOOD, 3 MILES NORTH AND 3 MILES WEST OF MOUNT GAYLER, 2 MILES
 FH0937'WEST AND 1/2 MILE SOUTH OF WINSLOW, IN THE NORTHWEST 1/4 OF SECTION
 FH0937'22, T. 13 N., R. 30 W., ON THE PROPERTY OF HERBERT ELLE.
 FH0937'
 FH0937'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 FH0937'HIGHWAY 74 ABOUT 0.4 MILE NORTH OF WINSLOW, GO SOUTH ON STATE
 FH0937'HIGHWAY 74 FOR 0.4 MILE TO A FORK IN THE VILLAGE OF WINSLOW.  TAKE
 FH0937'THE RIGHT FORK AND GO SOUTHWEST ON STATE HIGHWAY 74, CROSSING
 FH0937'RAILROAD TRACKS FOR 0.55 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN
 FH0937'LEFT AND GO WEST ON GRAVELED ROAD FOR 0.25 MILE TO A T-ROAD
 FH0937'JUNCTION.  TURN RIGHT AND CONTINUE WESTERLY ON GRAVELED ROAD FOR
 FH0937'0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WEST FOR 0.65
 FH0937'MILE TO A FORK AND THE AZIMUTH MARK ON THE LEFT.  TAKE THE RIGHT
 FH0937'FORK AND CONTINUE WEST FOR 0.1 MILE TO A SIDE ROAD RIGHT*.  CONTINUE
 FH0937'WEST ON GRADED ROAD FOR 0.2 MILE TO A DRIVEWAY ON THE LEFT.  TURN
 FH0937'LEFT AND GO SOUTHWEST ON DRIVEWAY FOR 0.05 MILE TO THE STATION ON
 FH0937'THE RIGHT JUST BEFORE REACHING A HOUSE.
 FH0937'
 FH0937'*TO REACH THE AZIMUTH MARK NO 2 FROM THIS POINT, TURN RIGHT AND GO
 FH0937'NORTH ON GRADED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 FH0937'
 FH0937'STATION MARK IS A STANDARD DISK, STAMPED BOSTON 1935, SET IN THE TOP
 FH0937'OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND
 FH0937'SURFACE.  IT IS 112.0 FEET NORTH OF THE ROCK CHIMNEY OF THE HOUSE,
 FH0937'51.0 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY, 56.0 FEET
 FH0937'SOUTH OF A BOARD FENCE AND 36.0 FEET EAST OF THE CENTERLINE OF A
 FH0937'TRACK ROAD.
 FH0937'
 FH0937'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOSTON NO 1 1935, SET
 FH0937'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 2
 FH0937'INCHES ABOVE THE GROUND.  IT IS 91.0 FEET SOUTHWEST OF THE
 FH0937'SOUTHWEST CORNER OF A BRICK PUMP HOUSE, 79.5 FEET WEST OF THE
 FH0937'SOUTHWEST CORNER OF THE HOUSE, 2.0 FEET EAST OF A FENCE AND ABOUT 3
 FH0937'FEET LOWER THAN THE STATION.
 FH0937'
 FH0937'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOSTON NO 2 1935, SET
 FH0937'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH
 FH0937'THE GROUND SURFACE.  IT IS 23.5 FEET WEST OF THE CENTERLINE OF THE
 FH0937'TRACK ROAD, 7.5 FEET SOUTHEAST OF A POWER LINE POLE, 4.0 FEET
 FH0937'SOUTH OF THE BOARD FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 FH0937'
 FH0937'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED BOSTON 1935
 FH0937'AZIMUTH, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT
 FH0937'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 28.0 FEET SOUTH OF THE
 FH0937'CENTER OF THE ROAD JUNCTION AND 1.0 FEET NORTH OF A FENCE.
 FH0937'
 FH0937'AZIMUTH MARK NO 2 IS A STANDARD DISK, STAMPED BOSTON 1935 NO 2 1971,
 FH0937'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 FH0937'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 37.5 FEET SOUTH OF A
 FH0937'POWER LINE POLE, 18.0 FEET WEST OF THE CENTERLINE OF A GRADED ROAD,
 FH0937'1.7 FEET NORTH OF A WITNESS POST AND 1.0 FEET WEST OF A FENCE.
 FH0937'
 FH0937'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST AND
 FH0937'1/2 MILE SOUTH OF WINSLOW.
 FH0937
 FH0937                          STATION RECOVERY (1989)
 FH0937
 FH0937'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 FH0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1910 ***********************************************************************
 FG1910  DESIGNATION -  BOSTON LOT
 FG1910  PID         -  FG1910
 FG1910  STATE/COUNTY-  AR/MADISON
 FG1910  USGS QUAD   -  BOSTON (1973)
 FG1910
 FG1910                         *CURRENT SURVEY CONTROL
 FG1910  ___________________________________________________________________
 FG1910* NAD 83(1997)-  35 48 05.66329(N)    093 35 59.69899(W)     ADJUSTED  
 FG1910* NAVD 88     -                                                        
 FG1910  ___________________________________________________________________
 FG1910  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FG1910  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG1910
 FG1910  HORZ ORDER  -  THIRD
 FG1910
 FG1910.The horizontal coordinates were established by classical geodetic methods
 FG1910.and adjusted by the National Geodetic Survey in September 1999..
 FG1910
 FG1910
 FG1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1910
 FG1910.The geoid height was determined by GEOID03.
 FG1910
 FG1910;                    North         East     Units Scale Factor Converg.
 FG1910;SPC AR N     -   164,064.586   255,399.724   MT  0.99994310   -0 55 51.6
 FG1910;SPC AR N     -   538,268.56    837,923.93   sFT  0.99994310   -0 55 51.6
 FG1910;UTM  15      - 3,962,106.384   445,795.523   MT  0.99963620   -0 21 03.4
 FG1910
 FG1910                          SUPERSEDED SURVEY CONTROL
 FG1910
 FG1910  NAD 83(1997)-  35 48 05.67445(N)    093 35 59.70052(W) AD(       ) 4
 FG1910  NAD 83(1986)-  35 48 05.67307(N)    093 35 59.70307(W) AD(       ) 4
 FG1910  NAD 27      -  35 48 05.38647(N)    093 35 59.02818(W) AD(       ) 3
 FG1910
 FG1910.Superseded values are not recommended for survey control.
 FG1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1910.See file dsdata.txt to determine how the superseded data were derived.
 FG1910
 FG1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4579662106(NAD 83)
 FG1910_MARKER: 57 = LOOKOUT TOWER
 FG1910
 FG1910  HISTORY     - Date     Condition        Report By
 FG1910  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1910  HISTORY     - 20030806 MARK NOT FOUND   USFS
 FG1910
 FG1910                          STATION DESCRIPTION
 FG1910
 FG1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1910'THE STATION, BOSTON U. S. FORESTRY SERVICE LOOKOUT TOWER, IS THE
 FG1910'CENTER OF THE BASE OF A FOUR LEGGED STEEL TOWER WITH A METAL CABIN
 FG1910'MOUNTED ON TOP AND HAS AN OVERALL HEIGHT OF 85 FEET.  THE STATION
 FG1910'IS ABOUT 7 MILES NORTH AND 2 MILES WEST OF OARK, 1 MILE NORTH AND 8
 FG1910'MILES WEST OF FALLSVILLE, 1 MILE SOUTH AND 3 MILES EAST OF PETTIGREW,
 FG1910'NEAR THE CENTER OF THE SOUTHWEST 1/4 SECTION OF SECTION 12, R. 25
 FG1910'W., T.  13 N., IN THE BOUNDARY OF THE OZARK NATIONAL FOREST AND
 FG1910'OWNED BY THE U. S. FORESTRY SERVICE.
 FG1910'
 FG1910'TO REACH THE STATION FROM THE POST OFFICE IN PETTIGREW, GO WEST ON
 FG1910'STATE HIGHWAY 16 FOR 1.5 MILES TO A GRADED SIDE ROAD RIGHT.  TURN
 FG1910'RIGHT AND GO SOUTHEASTERLY ON GRADED ROAD FOR 1.0 MILE TO A REVERSE
 FG1910'FORK.  CONTINUE AHEAD, SOUTHEASTERLY ON MAIN ROAD FOR 1.2 MILES TO
 FG1910'A FORK.  BEAR LEFT AND CONTINUE SOUTHEASTERLY FOR 0.2 MILE TO A
 FG1910'REVERSE FORK.  TURN SHARP RIGHT AND GO SOUTHWESTERLY FOR 0.1 MILE TO
 FG1910'A REVERSE FORK.  TURN SHARP LEFT AND GO SOUTHEASTERLY FOR 0.2
 FG1910'MILE TO THE LOOKOUT TOWER.
 FG1910'
 FG1910'A DISTANCE WAS MEASURED FROM TRIANGULATION STATION PETTIGREW, THE
 FG1910'DISTANCE BEING 63.42 FEET OR 19.331 METERS NORTHWEST OF STATION
 FG1910'PETTIGREW.
 FG1910
 FG1910                          STATION RECOVERY (2003)
 FG1910
 FG1910'RECOVERY NOTE BY US FOREST SERVICE 2003 (HWH)
 FG1910'THE BOSTON USFS LOT FIRE TOWER HAS BEEN REMOVED AND THE STATION WAS
 FG1910'DESTROYED IN THE PROCESS.  HOWEVER, THE PETTIGREW STATION IS IN PLACE
 FG1910'AND A DESCRIPTION OF IT'S CONDITION AND PRESERVATION ACTIONS ARE BEING
 FG1910'SUBMITTED UNDER A SEPARATE PETTIGREW REPORT.  PETTIGREW WAS SET AT THE
 FG1910'SAME TIME AS BOSTON AND IS LISTED AS BEING 63.42 FEET OR 19.331 METERS
 FG1910'SOUTHEAST OF BOSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1908 ***********************************************************************
 FG1908  DESIGNATION -  BOSTON TV RELAY MAST
 FG1908  PID         -  FG1908
 FG1908  STATE/COUNTY-  AR/MADISON
 FG1908  USGS QUAD   -  BOSTON (1973)
 FG1908
 FG1908                         *CURRENT SURVEY CONTROL
 FG1908  ___________________________________________________________________
 FG1908* NAD 83(1997)-  35 49 51.45968(N)    093 34 46.10245(W)     ADJUSTED  
 FG1908* NAVD 88     -                                                        
 FG1908  ___________________________________________________________________
 FG1908  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FG1908  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG1908
 FG1908  HORZ ORDER  -  THIRD
 FG1908
 FG1908.The horizontal coordinates were established by classical geodetic methods
 FG1908.and adjusted by the National Geodetic Survey in September 1999..
 FG1908
 FG1908
 FG1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1908
 FG1908.The geoid height was determined by GEOID03.
 FG1908
 FG1908;                    North         East     Units Scale Factor Converg.
 FG1908;SPC AR N     -   167,294.904   257,299.546   MT  0.99994518   -0 55 08.7
 FG1908;SPC AR N     -   548,866.70    844,156.93   sFT  0.99994518   -0 55 08.7
 FG1908;UTM  15      - 3,965,354.762   447,661.973   MT  0.99963375   -0 20 21.2
 FG1908
 FG1908                          SUPERSEDED SURVEY CONTROL
 FG1908
 FG1908  NAD 83(1997)-  35 49 51.47104(N)    093 34 46.10412(W) AD(       ) 4
 FG1908  NAD 83(1986)-  35 49 51.47079(N)    093 34 46.11051(W) AD(       ) 4
 FG1908  NAD 27      -  35 49 51.18631(N)    093 34 45.43728(W) AD(       ) 3
 FG1908
 FG1908.Superseded values are not recommended for survey control.
 FG1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1908.See file dsdata.txt to determine how the superseded data were derived.
 FG1908
 FG1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4766265355(NAD 83)
 FG1908_MARKER: 42 = RADIO/TV MAST
 FG1908
 FG1908  HISTORY     - Date     Condition        Report By
 FG1908  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1908
 FG1908                          STATION DESCRIPTION
 FG1908
 FG1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1908'THE STATION, BOSTON RELAY MAST KDP 36, IS THE CENTER OF THE UPPERMOST
 FG1908'CROSS TIE, THAT CONNECTS TWO 90 FOOT TALL, TRIANGULAR STEEL, GUYED
 FG1908'MASTS, THAT ARE ABOUT 4 FEET APART.  THE STATION IS OWNED BY THE
 FG1908'NOARK INVESTMENT COMPANY OF FAYETTEVILLE, AND IS A BOOSTER STATION
 FG1908'FOR TELEVISION STATION KGTO.
 FG1908'
 FG1908'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF AND 1 MILE SOUTH OF
 FG1908'BOSTON, 0.1 MILE SOUTH OF STATE HIGHWAY 16 AND IN THE SOUTHEAST 1/4
 FG1908'OF SECTION 36, T. 14 N., R. 25 W.
 FG1908'
 FG1908'TO REACH THE STATION FROM THE POST OFFICE IN BOSTON, GO SOUTHEAST ON
 FG1908'STATE HIGHWAY 16 FOR 1.45 MILES TO THE STATION ON THE RIGHT ABOUT
 FG1908'500 FEET SOUTH OF THE HIGHWAY ON A KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0905 ***********************************************************************
 FF0905  DESIGNATION -  BOTT
 FF0905  PID         -  FF0905
 FF0905  STATE/COUNTY-  AR/POINSETT
 FF0905  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0905
 FF0905                         *CURRENT SURVEY CONTROL
 FF0905  ___________________________________________________________________
 FF0905* NAD 83(1997)-  35 33 52.58742(N)    090 49 43.72821(W)     ADJUSTED  
 FF0905* NAVD 88     -        72.835  (meters)     238.96   (feet)  ADJUSTED  
 FF0905  ___________________________________________________________________
 FF0905  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FF0905  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0905  DYNAMIC HT  -          72.772 (meters)     238.75  (feet)  COMP
 FF0905  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 FF0905
 FF0905  HORZ ORDER  -  SECOND
 FF0905  VERT ORDER  -  FIRST     CLASS II
 FF0905
 FF0905.The horizontal coordinates were established by classical geodetic methods
 FF0905.and adjusted by the National Geodetic Survey in September 1999..
 FF0905
 FF0905.The orthometric height was determined by differential leveling
 FF0905.and adjusted by the National Geodetic Survey in June 1991..
 FF0905
 FF0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0905
 FF0905.The geoid height was determined by GEOID03.
 FF0905
 FF0905.The dynamic height is computed by dividing the NAVD 88
 FF0905.geopotential number by the normal gravity value computed on the
 FF0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0905.degrees latitude (g = 980.6199 gals.).
 FF0905
 FF0905.The modeled gravity was interpolated from observed gravity values.
 FF0905
 FF0905;                    North         East     Units Scale Factor Converg.
 FF0905;SPC AR N     -   137,230.740   506,166.593   MT  0.99993599   +0 40 53.4
 FF0905;SPC AR N     -   450,231.19  1,660,648.23   sFT  0.99993599   +0 40 53.4
 FF0905;UTM  15      - 3,937,827.846   696,769.206   MT  1.00007715   +1 15 47.6
 FF0905
 FF0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0905!SPC AR N     -   0.99999290  x   0.99993599  =   0.99992889
 FF0905!UTM  15      -   0.99999290  x   1.00007715  =   1.00007005
 FF0905
 FF0905|---------------------------------------------------------------------|
 FF0905| PID    Reference Object                     Distance      Geod. Az  |
 FF0905|                                                           dddmmss.s |
 FF0905| FF0904 BOTT RM 1                            26.399 METERS 19909     |
 FF0905| FF2098 HICKORY RIDGE RICE GROWER ELEV      APPROX.23.8 KM 2194645.2 |
 FF0905| FF0908 BOTT AZ MK                                         2722615.2 |
 FF0905| FF2123 WEINER ROBERTS RICE MILLS TANK      APPROX. 8.9 KM 3115651.1 |
 FF0905| FF2124 WEINER ROBERTS RICE MILLS ELEV      APPROX. 8.8 KM 3123908.2 |
 FF0905| FF0906 M 10 95                              27.228 METERS 34255     |
 FF0905|---------------------------------------------------------------------|
 FF0905
 FF0905                          SUPERSEDED SURVEY CONTROL
 FF0905
 FF0905  NAD 83(1997)-  35 33 52.58987(N)    090 49 43.72738(W) AD(       ) 2
 FF0905  NAD 83(1986)-  35 33 52.60048(N)    090 49 43.72741(W) AD(       ) 2
 FF0905  NAD 27      -  35 33 52.31120(N)    090 49 43.31470(W) AD(       ) 2
 FF0905  NGVD 29 (??/??/??)   72.779  (m)          238.78   (f) ADJUSTED    1 2
 FF0905
 FF0905.Superseded values are not recommended for survey control.
 FF0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0905.See file dsdata.txt to determine how the superseded data were derived.
 FF0905
 FF0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9676937828(NAD 83)
 FF0905_MARKER: DS = TRIANGULATION STATION DISK
 FF0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0905_STAMPING: BOTT 1954
 FF0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0905+STABILITY: SURFACE MOTION
 FF0905
 FF0905  HISTORY     - Date     Condition        Report By
 FF0905  HISTORY     - 1954     MONUMENTED       CGS
 FF0905  HISTORY     - 1956     GOOD             CGS
 FF0905
 FF0905                          STATION DESCRIPTION
 FF0905
 FF0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF0905'THE STATION IS IN SECTION 25, T 11 N, R 2 W, ABOUT 6 MILES
 FF0905'WEST OF HARRISBURG, 6 MILES EAST OF WALDENBURG, 115 FEET SOUTH
 FF0905'OF THE CENTER OF STATE HIGHWAY 14, 27 FEET EAST OF THE CENTER
 FF0905'OF A FARM ROAD, 9 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST
 FF0905'AND ON LAND OWNED BY MR. RAY HUFFMAN.
 FF0905'
 FF0905'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FF0905'39 AND 14 IN WALDENBURG, GO EAST ON STATE HIGHWAY 14 FOR 5.2
 FF0905'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW,
 FF0905'CONTINUE EASTERLY ON THE HIGHWAY FOR 0.5 MILE TO A BRICK HOUSE
 FF0905'ON THE LEFT, A FARM ROAD ON THE RIGHT AND THE STATION AS
 FF0905'DESCRIBED.
 FF0905'
 FF0905'THE STATION MARK IS 12-INCH UNDER THE SURFACE OF THE GROUND AND
 FF0905'THE DISK IS STAMPED BOTT 1954.
 FF0905'
 FF0905'REFERENCE MARK 1 IS 18 FEET WEST OF THE CENTER OF THE FARM
 FF0905'ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF0905'BOTT NO 1 1954.
 FF0905'
 FF0905'N 10 STA 95 WAS USE AS REFERENCE MARK 2.  THE MARK IS 21 FEET
 FF0905'SOUTH OF THE CENTER OF THE HIGHWAY, 24 FEET NORTH OF A POWERLINE
 FF0905'POLE, AND 15 FEET EAST OF THE CENTER OF THE FARM ROAD.  THE MARK
 FF0905'IS A STANDARD U.S. ARMY DEPARTMENT OF ENGINEER SURVEY MARK
 FF0905'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 FF0905'STAMPED M 10 STA 95.  THE DISK IS SET IN THE TOP OF A 6-INCH
 FF0905'CONCRETE POST.
 FF0905'
 FF0905'THE AZIMUTH MARK IS 57 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 FF0905'39 FEET EAST OF THE NORTHEAST CORNER OF A FARM HOUSE, 16 FEET
 FF0905'WEST OF A POWERLINE POLE AND 3 FEET SOUTHEAST OF A WHITE
 FF0905'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 FF0905'THE DISK IS STAMPED BOTT 1954.
 FF0905'
 FF0905'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF0905
 FF0905                          STATION RECOVERY (1956)
 FF0905
 FF0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0905'5.6 MI E FROM WALDENBURG.
 FF0905'5.65 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0905'STATE HIGHWAY 39 AT WALDENBURG, ACROSS HIGHWAY FROM A 1-STORY
 FF0905'RED BRICK RESIDENCE, 107 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 FF0905'30 FEET EAST OF CENTER LINE OF A FIELD ROAD SOUTH, 64.4 FEET
 FF0905'SOUTH-SOUTHEAST OF A POWER POLE, 86.6 FEET NORTH-NORTHEAST OF
 FF0905'RM NO. 1, 89.3 FEET SOUTH-SOUTHEAAST OF BM M 10 STA 95 (U.S.E.),
 FF0905'8 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 FF0905'FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0905'ABOUT 12 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0908 ***********************************************************************
 FF0908  DESIGNATION -  BOTT AZ MK
 FF0908  PID         -  FF0908
 FF0908  STATE/COUNTY-  AR/POINSETT
 FF0908  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0908
 FF0908                         *CURRENT SURVEY CONTROL
 FF0908  ___________________________________________________________________
 FF0908* NAD 83(1986)-  35 33 50.     (N)    090 50 10.     (W)     SCALED    
 FF0908* NAVD 88     -        73.459  (meters)     241.01   (feet)  ADJUSTED  
 FF0908  ___________________________________________________________________
 FF0908  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0908  DYNAMIC HT  -          73.395 (meters)     240.80  (feet)  COMP
 FF0908  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 FF0908
 FF0908  VERT ORDER  -  FIRST     CLASS II
 FF0908
 FF0908.The horizontal coordinates were scaled from a topographic map and have
 FF0908.an estimated accuracy of +/- 6 seconds.
 FF0908
 FF0908.The orthometric height was determined by differential leveling
 FF0908.and adjusted by the National Geodetic Survey in June 1991..
 FF0908
 FF0908.The geoid height was determined by GEOID03.
 FF0908
 FF0908.The dynamic height is computed by dividing the NAVD 88
 FF0908.geopotential number by the normal gravity value computed on the
 FF0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0908.degrees latitude (g = 980.6199 gals.).
 FF0908
 FF0908.The modeled gravity was interpolated from observed gravity values.
 FF0908
 FF0908;                    North         East    Units  Estimated Accuracy
 FF0908;SPC AR N     -   137,140.      505,510.      MT  (+/- 180 meters Scaled)
 FF0908
 FF0908                          SUPERSEDED SURVEY CONTROL
 FF0908
 FF0908  NGVD 29 (??/??/??)   73.402  (m)          240.82   (f) ADJUSTED    1 2
 FF0908
 FF0908.Superseded values are not recommended for survey control.
 FF0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0908.See file dsdata.txt to determine how the superseded data were derived.
 FF0908
 FF0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV961377(NAD 83)
 FF0908_MARKER: DZ = AZIMUTH MARK DISK
 FF0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0908_STAMPING: BOTT 1954
 FF0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0908+STABILITY: SURFACE MOTION
 FF0908
 FF0908  HISTORY     - Date     Condition        Report By
 FF0908  HISTORY     - 1954     MONUMENTED       CGS
 FF0908  HISTORY     - 1956     GOOD             CGS
 FF0908  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FF0908
 FF0908                          STATION DESCRIPTION
 FF0908
 FF0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0908'5.2 MI E FROM WALDENBURG.
 FF0908'5.2 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0908'STATE HIGHWAY 39 AT WALDENBURG, ABOUT 0.2 MILE EAST OF A ROAD
 FF0908'CROSSING, BOUT 90 YARDS WEST OF A 12-FOOT CONCRETE CULVERT,
 FF0908'48 FEET SOUTH OF CENTER LINE OF HIGHWAY, 20 FEET WEST OF A POWER
 FF0908'POLE, 145 FEET EAST OF CENTER LINE OF A DRIVE TO A FARM HOUSE,
 FF0908'3 1/21 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0908'2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 FF0908'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE DISK IS SET AT A
 FF0908'SLANT IN POST AND ROD WAS HELD ON HIGH POINT OF DISK.
 FF0908
 FF0908                          STATION RECOVERY (2002)
 FF0908
 FF0908'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0904 ***********************************************************************
 FF0904  DESIGNATION -  BOTT RM 1
 FF0904  PID         -  FF0904
 FF0904  STATE/COUNTY-  AR/POINSETT
 FF0904  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0904
 FF0904                         *CURRENT SURVEY CONTROL
 FF0904  ___________________________________________________________________
 FF0904* NAD 83(1986)-  35 33 52.     (N)    090 49 43.     (W)     SCALED    
 FF0904* NAVD 88     -        73.515  (meters)     241.19   (feet)  ADJUSTED  
 FF0904  ___________________________________________________________________
 FF0904  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0904  DYNAMIC HT  -          73.451 (meters)     240.98  (feet)  COMP
 FF0904  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 FF0904
 FF0904  VERT ORDER  -  FIRST     CLASS II
 FF0904
 FF0904.The horizontal coordinates were scaled from a topographic map and have
 FF0904.an estimated accuracy of +/- 6 seconds.
 FF0904
 FF0904.The orthometric height was determined by differential leveling
 FF0904.and adjusted by the National Geodetic Survey in June 1991..
 FF0904
 FF0904.The geoid height was determined by GEOID03.
 FF0904
 FF0904.The dynamic height is computed by dividing the NAVD 88
 FF0904.geopotential number by the normal gravity value computed on the
 FF0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0904.degrees latitude (g = 980.6199 gals.).
 FF0904
 FF0904.The modeled gravity was interpolated from observed gravity values.
 FF0904
 FF0904;                    North         East    Units  Estimated Accuracy
 FF0904;SPC AR N     -   137,210.      506,190.      MT  (+/- 180 meters Scaled)
 FF0904
 FF0904                          SUPERSEDED SURVEY CONTROL
 FF0904
 FF0904  NGVD 29 (??/??/??)   73.458  (m)          241.00   (f) ADJUSTED    1 2
 FF0904
 FF0904.Superseded values are not recommended for survey control.
 FF0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0904.See file dsdata.txt to determine how the superseded data were derived.
 FF0904
 FF0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV967378(NAD 83)
 FF0904_MARKER: DR = REFERENCE MARK DISK
 FF0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0904_STAMPING: BOTT NO 1 1954
 FF0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0904+STABILITY: SURFACE MOTION
 FF0904
 FF0904  HISTORY     - Date     Condition        Report By
 FF0904  HISTORY     - 1954     MONUMENTED       CGS
 FF0904  HISTORY     - 1956     GOOD             CGS
 FF0904  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0904
 FF0904                          STATION DESCRIPTION
 FF0904
 FF0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0904'5.6 MI E FROM WALDENBURG.
 FF0904'5.65 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0904'STATE HIGHWAY 39 AT WALDENBURG, ACROSS HIGHWAY FROM A 1-STORY
 FF0904'RED BRICK RESIDENCE, 189 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 FF0904'16 FEET WEST OF CENTER LINE OF A FIELD ROAD SOUTH, BETWEEN THE
 FF0904'FIELD ROAD AND A SMALL DRAINAGE DITCH, 141 1/2 FEET SOUTH OF
 FF0904'A POWER POLE, 86.6 FEET SOUTH-SOUTHWEST OF STATION MARK, 1 FOOT
 FF0904'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL
 FF0904'OF FIELD ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0904'2 INCHES.
 FF0904
 FF0904                          STATION RECOVERY (1976)
 FF0904
 FF0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1447 ***********************************************************************
 DL1447  DESIGNATION -  BOUGHTON
 DL1447  PID         -  DL1447
 DL1447  STATE/COUNTY-  AR/NEVADA
 DL1447  USGS QUAD   -  PRESCOTT EAST (1970)
 DL1447
 DL1447                         *CURRENT SURVEY CONTROL
 DL1447  ___________________________________________________________________
 DL1447* NAD 83(1997)-  33 51 25.41146(N)    093 20 27.83620(W)     ADJUSTED  
 DL1447* NAVD 88     -        91.1    (meters)     299.     (feet)  VERTCON   
 DL1447  ___________________________________________________________________
 DL1447  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DL1447  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1447
 DL1447  HORZ ORDER  -  THIRD
 DL1447
 DL1447.The horizontal coordinates were established by classical geodetic methods
 DL1447.and adjusted by the National Geodetic Survey in September 1999..
 DL1447
 DL1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1447
 DL1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1447
 DL1447.The geoid height was determined by GEOID03.
 DL1447
 DL1447;                    North         East     Units Scale Factor Converg.
 DL1447;SPC AR S     -   532,841.648   275,911.880   MT  0.99992323   -0 45 02.1
 DL1447;SPC AR S     - 1,748,164.64    905,220.89   sFT  0.99992323   -0 45 02.1
 DL1447;UTM  15      - 3,746,359.434   468,450.600   MT  0.99961227   -0 11 24.1
 DL1447
 DL1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1447!SPC AR S     -   0.99998992  x   0.99992323  =   0.99991315
 DL1447!UTM  15      -   0.99998992  x   0.99961227  =   0.99960219
 DL1447
 DL1447|---------------------------------------------------------------------|
 DL1447| PID    Reference Object                     Distance      Geod. Az  |
 DL1447|                                                           dddmmss.s |
 DL1447| CX5064 BOUGHTON RM 1                        22.078 METERS 01119     |
 DL1447| CX5063 BOUGHTON AZ MK                                     0312757.2 |
 DL1447| CX5065 BOUGHTON RM 2                        28.154 METERS 09428     |
 DL1447|---------------------------------------------------------------------|
 DL1447
 DL1447                          SUPERSEDED SURVEY CONTROL
 DL1447
 DL1447  NAD 83(1997)-  33 51 25.41997(N)    093 20 27.82899(W) AD(       ) 3
 DL1447  NAD 83(1986)-  33 51 25.42118(N)    093 20 27.82690(W) AD(       ) 3
 DL1447  NAD 27      -  33 51 25.03240(N)    093 20 27.19000(W) AD(       ) 3
 DL1447  NGVD 29 (07/19/86)   91.1    (m)          299.     (f) VERT ANG       
 DL1447
 DL1447.Superseded values are not recommended for survey control.
 DL1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1447.See file dsdata.txt to determine how the superseded data were derived.
 DL1447
 DL1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6845146359(NAD 83)
 DL1447_MARKER: DS = TRIANGULATION STATION DISK
 DL1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1447
 DL1447  HISTORY     - Date     Condition        Report By
 DL1447  HISTORY     - 1957     MONUMENTED       CGS
 DL1447  HISTORY     - 1963     GOOD             CGS
 DL1447  HISTORY     - 1969     GOOD             USGS
 DL1447
 DL1447                          STATION DESCRIPTION
 DL1447
 DL1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1447'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF
 DL1447'PRESCOTT ALONG THE ROAD RIGHT-OF-WAY, 83 FEET SOUTHEAST
 DL1447'OF THE CENTER OF U.S. HIGHWAY 67, 75 FEET NORTH OF THE NORTH
 DL1447'EDGE OF A PEACH ORCHARD AND 4 FEET NORTH OF A WITNESS POST.
 DL1447'THE MARK IS STAMPED BOUGHTON 1957 AND PROJECTS 4 INCHES.
 DL1447'
 DL1447'REFERENCE MARK NO. 1 IS ALONG THE ROAD RIGHT-OF-WAY, 82
 DL1447'FEET SOUTH-SOUTHWEST OF A POWER LINE POLE AND 45 FEET SOUTHEAST
 DL1447'OF THE CENTER OF U.S. HIGHWAY 67.  IT IS STAMPED BOUGHTON
 DL1447'NO 1 1957 AND PROJECTS 3 INCHES.
 DL1447'
 DL1447'REFERENCE MARK NO. 2 IS IN THE EDGE OF THE WOODS, ABOUT
 DL1447'50 FEET NORTH OF THE NORTH EDGE OF THE PEACH ORCHARD.
 DL1447'IT IS STAMPED BOUGHTON NO 2 1957 AND PROJECTS 3 INCHES.
 DL1447'
 DL1447'THE AZIMUTH MARK IS ALONG THE ROAD RIGHT-OF-WAY, 49 FEET
 DL1447'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 67, 5 FEET WEST OF A
 DL1447'TELEPHONE POLE AND 2 FEET EAST OF A FENCE LINE.  IT IS STAMPED
 DL1447'BOUGHTON 1957 AND PROJECTS 6 INCHES.
 DL1447'
 DL1447'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 DL1447'AND STATE HIGHWAYS 24 AND 19, JUST NORTH OF THE RAILROAD
 DL1447'STATION IN PRESCOTT, GO NORTHEASTERLY ON U.S. HIGHWAY 67 FOR
 DL1447'4.4 MILES TO A T ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.05
 DL1447'MILE TO STATION ON RIGHT AS DESCRIBED.  CONTINUE NORTHEASTERLY ON
 DL1447'HIGHWAY FOR 0.25 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 DL1447'
 DL1447'HEIGHT OF LIGHT ABOVE STATION MARK 26.22 METERS.
 DL1447
 DL1447                          STATION RECOVERY (1963)
 DL1447
 DL1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1447'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1447'CONDITION.  THE AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION
 DL1447'AND IS NEAR THE THIRD TELEPHONE POLE NORTHEAST OF A DRIVEWAY
 DL1447'LEADING TO A HOUSE.
 DL1447'
 DL1447'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1447'RECOVERY.
 DL1447
 DL1447                          STATION RECOVERY (1969)
 DL1447
 DL1447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1447'THE STATION AND R.M. 2 AND AZ. MK. WAS FOUND AS DESCRIBED.
 DL1447'R.M. 1 HAS BEEN DISTURBED.  FOUND IN GOOD CONDITION.
 DL1447'
 DL1447'THE DIRECTIONS AND DISTANCES TO ALL STATION MARKS CHECKED.
 DL1447'
 DL1447'THE OLD DESCRIPTION IS ADEQUATE ENOUGH FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0671 ***********************************************************************
 GG0671  DESIGNATION -  BOUNDARY MON 22 AR OK
 GG0671  PID         -  GG0671
 GG0671  STATE/COUNTY-  AR/BENTON
 GG0671  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0671
 GG0671                         *CURRENT SURVEY CONTROL
 GG0671  ___________________________________________________________________
 GG0671* NAD 83(1997)-  36 10 59.67669(N)    094 33 59.27761(W)     ADJUSTED  
 GG0671* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 GG0671  ___________________________________________________________________
 GG0671  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 GG0671  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GG0671
 GG0671  HORZ ORDER  -  SECOND
 GG0671
 GG0671.The horizontal coordinates were established by classical geodetic methods
 GG0671.and adjusted by the National Geodetic Survey in September 1999..
 GG0671
 GG0671.The orthometric height was scaled from a topographic map.
 GG0671
 GG0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0671
 GG0671.The geoid height was determined by GEOID03.
 GG0671
 GG0671;                    North         East     Units Scale Factor Converg.
 GG0671;SPC AR N     -   208,246.492   169,162.815   MT  0.99999048   -1 29 36.3
 GG0671;SPC AR N     -   683,222.03    554,995.00   sFT  0.99999048   -1 29 36.3
 GG0671;SPC OK N     -   136,744.979   908,781.086   MT  0.99994545   +2 01 34.6
 GG0671;SPC OK N     -   448,637.49  2,981,559.28   sFT  0.99994545   +2 01 34.6
 GG0671;UTM  15      - 4,005,410.103   359,140.116   MT  0.99984448   -0 55 29.8
 GG0671
 GG0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0671!SPC AR N     -   0.99994935  x   0.99999048  =   0.99993984
 GG0671!SPC OK N     -   0.99994935  x   0.99994545  =   0.99989481
 GG0671!UTM  15      -   0.99994935  x   0.99984448  =   0.99979384
 GG0671
 GG0671                          SUPERSEDED SURVEY CONTROL
 GG0671
 GG0671  NAD 83(1997)-  36 10 59.68080(N)    094 33 59.27813(W) AD(       ) 2
 GG0671  NAD 83(1986)-  36 10 59.68375(N)    094 33 59.27864(W) AD(       ) 2
 GG0671  NAD 27      -  36 10 59.39100(N)    094 33 58.48500(W) AD(       ) 2
 GG0671
 GG0671.Superseded values are not recommended for survey control.
 GG0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0671.See file dsdata.txt to determine how the superseded data were derived.
 GG0671
 GG0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5914005410(NAD 83)
 GG0671_MARKER: Z = SEE DESCRIPTION
 GG0671_SETTING: 0 = UNSPECIFIED SETTING
 GG0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0671
 GG0671  HISTORY     - Date     Condition        Report By
 GG0671  HISTORY     - 1935     MONUMENTED       CGS
 GG0671
 GG0671                          STATION DESCRIPTION
 GG0671
 GG0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0671'THIS STATION IS THE CENTER OF THE ARKANSAS-OKLAHOMA BOUNDARY
 GG0671'MONUMENT NO. 22.  IT IS LOCATED ABOUT 1-1/2 MILES WSW OF SILOAM
 GG0671'SPRINGS AND 575.770 METERS NNW OF STATION SILOAM.
 GG0671'
 GG0671'THE MARKER IS A CAST-IRON PIPE ABOUT 5 INCHES IN DIAMETER,
 GG0671'PROJECTING 4 FEET, WITH A CONICAL CAP.  IT IS 8 FEET E OF THE
 GG0671'CENTER LINE OF THE STATE-LINE ROAD, 4.7 FEET W OF THE E
 GG0671'RIGHT-OF-WAY FENCE LINE.  THE RAISED CAST LETTERS ON THE SIDES
 GG0671'ARE AS FOLLOWS- 22 M ON THE N FACE, ARK ON THE E FACE 1877 ON THE
 GG0671'S FACE, AND CHER ON THE W FACE.  THE MARKER ITSELF IS IN
 GG0671'GOOD CONDITION EXCEPT IT IS LOOSE IN THE GROUND.
 GG0671'
 GG0671'SEE DESCRIPTION FOR STATION SILOAM.  TRAVERSE CONNECTION
 GG0671'BETWEEN STATION AND MONUMENT WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0677 ***********************************************************************
 GG0677  DESIGNATION -  BOUNDARY MON 33 AR OK
 GG0677  PID         -  GG0677
 GG0677  STATE/COUNTY-  AR/WASHINGTON
 GG0677  USGS QUAD   -  WATTS (1972)
 GG0677
 GG0677                         *CURRENT SURVEY CONTROL
 GG0677  ___________________________________________________________________
 GG0677* NAD 83(1997)-  36 01 26.98356(N)    094 32 18.98950(W)     ADJUSTED  
 GG0677* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GG0677  ___________________________________________________________________
 GG0677  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 GG0677  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GG0677
 GG0677  HORZ ORDER  -  SECOND
 GG0677
 GG0677.The horizontal coordinates were established by classical geodetic methods
 GG0677.and adjusted by the National Geodetic Survey in September 1999..
 GG0677
 GG0677.The orthometric height was scaled from a topographic map.
 GG0677
 GG0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0677
 GG0677.The geoid height was determined by GEOID03.
 GG0677
 GG0677;                    North         East     Units Scale Factor Converg.
 GG0677;SPC AR N     -   190,535.982   171,212.846   MT  0.99996534   -1 28 38.0
 GG0677;SPC AR N     -   625,116.80    561,720.81   sFT  0.99996534   -1 28 38.0
 GG0677;SPC OK N     -   119,194.281   911,914.471   MT  0.99994852   +2 02 33.8
 GG0677;SPC OK N     -   391,056.57  2,991,839.39   sFT  0.99994852   +2 02 33.8
 GG0677;UTM  15      - 3,987,723.294   361,366.033   MT  0.99983682   -0 54 18.1
 GG0677
 GG0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0677!SPC AR N     -   0.99993994  x   0.99996534  =   0.99990528
 GG0677!SPC OK N     -   0.99993994  x   0.99994852  =   0.99988846
 GG0677!UTM  15      -   0.99993994  x   0.99983682  =   0.99977677
 GG0677
 GG0677                          SUPERSEDED SURVEY CONTROL
 GG0677
 GG0677  NAD 83(1997)-  36 01 26.99258(N)    094 32 18.98861(W) AD(       ) 2
 GG0677  NAD 83(1986)-  36 01 26.99009(N)    094 32 18.99071(W) AD(       ) 2
 GG0677  NAD 27      -  36 01 26.69700(N)    094 32 18.19900(W) AD(       ) 2
 GG0677
 GG0677.Superseded values are not recommended for survey control.
 GG0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0677.See file dsdata.txt to determine how the superseded data were derived.
 GG0677
 GG0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6136687723(NAD 83)
 GG0677_MARKER: Z = SEE DESCRIPTION
 GG0677_SETTING: 0 = UNSPECIFIED SETTING
 GG0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0677
 GG0677  HISTORY     - Date     Condition        Report By
 GG0677  HISTORY     - 1935     MONUMENTED       CGS
 GG0677  HISTORY     - 1960     GOOD             CGS
 GG0677
 GG0677                          STATION DESCRIPTION
 GG0677
 GG0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0677'THIS TRAVERSE STATION IS THE CENTER OF THE ARKANSAS-OKLAHOMA
 GG0677'BOUNDARY MONUMENT NO. 33.  IT IS LOCATED ABOUT 11 MILES S OF
 GG0677'SILOAM SPRINGS, ABOUT 3 MILES SE OF WESTVILLE, OKLAHOMA.  THE
 GG0677'MONUMENT IS ON A SHELF ON THE W SLOPE OF BATES MOUNTAIN.  IT
 GG0677'IS 221.722 METERS W OF STATION BATES.  THE MONUMENT IS A
 GG0677'CAST-IRON POST WHICH PROJECTS 3 FEET.  IT IS OCTAGONAL WITH A
 GG0677'CAP WHICH COMES TO A POINT ON THE TOP.  IT IS VERY LOOSE IN
 GG0677'THE GROUND AND AT THE PRESENT WRITING IS REINFORCED BY STONES
 GG0677'PILED AROUND THE BASE.  IT IS 31 FEET NE OF THE CENTER OF A
 GG0677'3-FOOT DOUBLE OAK TREE.  THE RAISED CAST LETTERS ARE AS
 GG0677'FOLLOWS- CHER ON THE W FACE, 1877 ON THE S FACE, 33 M ON THE N
 GG0677'AND ARK ON THE E FACE.
 GG0677
 GG0677                          STATION RECOVERY (1960)
 GG0677
 GG0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0677'THIS MONUMENT WAS RECOVERED AS DESCRIBED IN 1935.  IT IS STILL
 GG0677'VERY LOOSE IN THE GROUND AND IS SUPPORTED BY ROCKS PILED
 GG0677'AROUND THE BASE.  IT IS ABOUT 0.15 MILE WEST OF TRIANGULATION
 GG0677'STATION BATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1042 ***********************************************************************
 FH1042  DESIGNATION -  BOUNDARY MON 40 AR OK
 FH1042  PID         -  FH1042
 FH1042  STATE/COUNTY-  AR/WASHINGTON
 FH1042  USGS QUAD   -  WESTVILLE (1972)
 FH1042
 FH1042                         *CURRENT SURVEY CONTROL
 FH1042  ___________________________________________________________________
 FH1042* NAD 83(1997)-  35 55 24.56032(N)    094 31 15.25430(W)     ADJUSTED  
 FH1042* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 FH1042  ___________________________________________________________________
 FH1042  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FH1042  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FH1042
 FH1042  HORZ ORDER  -  SECOND
 FH1042
 FH1042.The horizontal coordinates were established by classical geodetic methods
 FH1042.and adjusted by the National Geodetic Survey in September 1999..
 FH1042
 FH1042.The orthometric height was scaled from a topographic map.
 FH1042
 FH1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1042
 FH1042.The geoid height was determined by GEOID03.
 FH1042
 FH1042;                    North         East     Units Scale Factor Converg.
 FH1042;SPC AR N     -   179,328.565   172,522.104   MT  0.99995341   -1 28 00.9
 FH1042;SPC AR N     -   588,347.13    566,016.27   sFT  0.99995341   -1 28 00.9
 FH1042;SPC OK N     -   108,088.481   913,909.348   MT  0.99995442   +2 03 11.4
 FH1042;SPC OK N     -   354,620.29  2,998,384.25   sFT  0.99995442   +2 03 11.4
 FH1042;UTM  15      - 3,976,530.935   362,787.191   MT  0.99983199   -0 53 32.9
 FH1042
 FH1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1042!SPC AR N     -   0.99993633  x   0.99995341  =   0.99988974
 FH1042!SPC OK N     -   0.99993633  x   0.99995442  =   0.99989075
 FH1042!UTM  15      -   0.99993633  x   0.99983199  =   0.99976833
 FH1042
 FH1042                          SUPERSEDED SURVEY CONTROL
 FH1042
 FH1042  NAD 83(1997)-  35 55 24.57000(N)    094 31 15.25321(W) AD(       ) 2
 FH1042  NAD 83(1986)-  35 55 24.56621(N)    094 31 15.25419(W) AD(       ) 2
 FH1042  NAD 27      -  35 55 24.27400(N)    094 31 14.46500(W) AD(       ) 2
 FH1042
 FH1042.Superseded values are not recommended for survey control.
 FH1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1042.See file dsdata.txt to determine how the superseded data were derived.
 FH1042
 FH1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6278776531(NAD 83)
 FH1042_MARKER: Z = SEE DESCRIPTION
 FH1042_SETTING: 0 = UNSPECIFIED SETTING
 FH1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1042
 FH1042  HISTORY     - Date     Condition        Report By
 FH1042  HISTORY     - 1935     MONUMENTED       CGS
 FH1042  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FH1042
 FH1042                          STATION DESCRIPTION
 FH1042
 FH1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH1042'THIS TRAVERSE STATION IS 73.81 FEET S OF STATION SNAKE, ON
 FH1042'TOP OF SNAKE MOUNTAIN, AND 30 FEET N OF S RIM ROCK.  IT IS
 FH1042'ABOUT 450 FEET W OF OLD DESERTED FIELD.  IT IS THE PEAK OF
 FH1042'THE CONICAL CAP ON THE 5-INCH OCTAGONAL CAST-IRON MONUMENT.
 FH1042'THE MONUMENT PROJECTS 4 FEET, HAS ROCKS PILED AROUND IT, AND
 FH1042'IS VERY LOOSE.  IT IS LEANING W.  IT HAS THE CAST LETTERS
 FH1042'40 M, ON N SIDE, ARK. ON E SIDE, CHER ON W SIDE, AND 1877
 FH1042'ON S SIDE.
 FH1042
 FH1042                          STATION RECOVERY (1960)
 FH1042
 FH1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1042'THIS BOUNDARY MONUMENT RECOVERED AS DESCRIBED IN 1935.  IT
 FH1042'IS 73.81 FEET SOUTH OF TRIANGULATION STATION SNAKE.
 FH1042'
 FH1042'TO REACH THIS MONUMENT SEE DESCRIPTION OF STATION SNAKE
 FH1042'(1960 RECOVERY NOTE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0964 ***********************************************************************
 FH0964  DESIGNATION -  BOUNDARY MON 51 AR OK
 FH0964  PID         -  FH0964
 FH0964  STATE/COUNTY-  AR/WASHINGTON
 FH0964  USGS QUAD   -  EVANSVILLE (1983)
 FH0964
 FH0964                         *CURRENT SURVEY CONTROL
 FH0964  ___________________________________________________________________
 FH0964* NAD 83(1997)-  35 45 52.73796(N)    094 29 38.75654(W)     ADJUSTED  
 FH0964* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 FH0964  ___________________________________________________________________
 FH0964  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 FH0964  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FH0964
 FH0964  HORZ ORDER  -  SECOND
 FH0964
 FH0964.The horizontal coordinates were established by classical geodetic methods
 FH0964.and adjusted by the National Geodetic Survey in September 1999..
 FH0964
 FH0964.The orthometric height was scaled from a topographic map.
 FH0964
 FH0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0964
 FH0964.The geoid height was determined by GEOID03.
 FH0964
 FH0964;                    North         East     Units Scale Factor Converg.
 FH0964;SPC AR N     -   161,649.346   174,494.018   MT  0.99994087   -1 27 04.7
 FH0964;SPC AR N     -   530,344.56    572,485.79   sFT  0.99994087   -1 27 04.7
 FH0964;SPC OK N     -    90,563.430   916,963.099   MT  0.99996997   +2 04 08.4
 FH0964;SPC OK N     -   297,123.52  3,008,403.10   sFT  0.99996997   +2 04 08.4
 FH0964;UTM  15      - 3,958,874.526   364,936.543   MT  0.99982479   -0 52 24.1
 FH0964
 FH0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0964!SPC AR N     -   0.99992317  x   0.99994087  =   0.99986404
 FH0964!SPC OK N     -   0.99992317  x   0.99996997  =   0.99989314
 FH0964!UTM  15      -   0.99992317  x   0.99982479  =   0.99974797
 FH0964
 FH0964                          SUPERSEDED SURVEY CONTROL
 FH0964
 FH0964  NAD 83(1997)-  35 45 52.74708(N)    094 29 38.75659(W) AD(       ) 2
 FH0964  NAD 83(1986)-  35 45 52.74281(N)    094 29 38.75427(W) AD(       ) 2
 FH0964  NAD 27      -  35 45 52.44400(N)    094 29 37.97100(W) AD(       ) 2
 FH0964
 FH0964.Superseded values are not recommended for survey control.
 FH0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0964.See file dsdata.txt to determine how the superseded data were derived.
 FH0964
 FH0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6493758875(NAD 83)
 FH0964_MARKER: Z = SEE DESCRIPTION
 FH0964_SETTING: 0 = UNSPECIFIED SETTING
 FH0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0964
 FH0964  HISTORY     - Date     Condition        Report By
 FH0964  HISTORY     - 1935     MONUMENTED       CGS
 FH0964  HISTORY     - 1960     GOOD             CGS
 FH0964
 FH0964                          STATION DESCRIPTION
 FH0964
 FH0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0964'THIS TRAVERSE STATION IS THE CENTER OF THE ARKANSAS-OKLAHOMA
 FH0964'BOUNDARY MONUMENT NO. 51.  IT IS LOCATED ABOUT 1.8 MILES S OF
 FH0964'EVANSVILLE, ABOUT 13 MILES SSW OF LINCOLN.  IT IS 192.366 METERS
 FH0964'S OF TRIANGULATION STATION EVANS.  THE MONUMENT IS A CAST-IRON
 FH0964'POST, OCTAGONAL IN SHAPE WITH A CAP CULMINATING TO A POINT.  IT
 FH0964'PROJECTS ABOUT 2.5 FEET AND IS VERY UNSTABLE.  IT HAS CAST
 FH0964'LETTERS ARK ON E SIDE, 51, M ON N SIDE, 1877 ON S SIDE AND CHER
 FH0964'ON W SIDE.  THE MONUMENT LEANS TO THE S.
 FH0964
 FH0964                          STATION RECOVERY (1960)
 FH0964
 FH0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH0964'THIS BOUNDARY MONUMENT RECOVERED AS DESCRIBED IN 1935.  THE
 FH0964'IRON POST IS TILTED BUT IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0960 ***********************************************************************
 FH0960  DESIGNATION -  BOUNDARY MON 63 AR OK
 FH0960  PID         -  FH0960
 FH0960  STATE/COUNTY-  AR/CRAWFORD
 FH0960  USGS QUAD   -  UNIONTOWN (1983)
 FH0960
 FH0960                         *CURRENT SURVEY CONTROL
 FH0960  ___________________________________________________________________
 FH0960* NAD 83(1997)-  35 35 29.70794(N)    094 27 53.52794(W)     ADJUSTED  
 FH0960* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 FH0960  ___________________________________________________________________
 FH0960  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 FH0960  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FH0960
 FH0960  HORZ ORDER  -  SECOND
 FH0960
 FH0960.The horizontal coordinates were established by classical geodetic methods
 FH0960.and adjusted by the National Geodetic Survey in September 1999..
 FH0960
 FH0960.The orthometric height was scaled from a topographic map.
 FH0960
 FH0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0960
 FH0960.The geoid height was determined by GEOID03.
 FH0960
 FH0960;                    North         East     Units Scale Factor Converg.
 FH0960;SPC AR N     -   142,388.040   176,655.722   MT  0.99993594   -1 26 03.5
 FH0960;SPC AR N     -   467,151.43    579,577.98   sFT  0.99993594   -1 26 03.5
 FH0960;SPC OK N     -    71,470.363   920,303.603   MT  0.99999557   +2 05 10.5
 FH0960;SPC OK N     -   234,482.35  3,019,362.74   sFT  0.99999557   +2 05 10.5
 FH0960;UTM  15      - 3,939,638.328   367,292.770   MT  0.99981702   -0 51 09.7
 FH0960
 FH0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0960!SPC AR N     -   0.99996078  x   0.99993594  =   0.99989672
 FH0960!SPC OK N     -   0.99996078  x   0.99999557  =   0.99995635
 FH0960!UTM  15      -   0.99996078  x   0.99981702  =   0.99977781
 FH0960
 FH0960                          SUPERSEDED SURVEY CONTROL
 FH0960
 FH0960  NAD 83(1997)-  35 35 29.71524(N)    094 27 53.52867(W) AD(       ) 2
 FH0960  NAD 83(1986)-  35 35 29.71170(N)    094 27 53.52219(W) AD(       ) 2
 FH0960  NAD 27      -  35 35 29.40400(N)    094 27 52.74900(W) AD(       ) 2
 FH0960
 FH0960.Superseded values are not recommended for survey control.
 FH0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0960.See file dsdata.txt to determine how the superseded data were derived.
 FH0960
 FH0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6729339638(NAD 83)
 FH0960_MARKER: Z = SEE DESCRIPTION
 FH0960_SETTING: 0 = UNSPECIFIED SETTING
 FH0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0960
 FH0960  HISTORY     - Date     Condition        Report By
 FH0960  HISTORY     - 1935     MONUMENTED       CGS
 FH0960
 FH0960                          STATION DESCRIPTION
 FH0960
 FH0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0960'THIS TRAVERSE STATION IS THE PEAK OF THE CONICAL CAP SURMOUNTING
 FH0960'THE IRON MONUMENT NO.63.  THE MONUMENT IS OCTAGONAL, ABOUT
 FH0960'5 INCHES IN DIAMETER, AND PROJECTS 3 FEET.  IT IS MARKED CHER ON
 FH0960'W FACE, 1877 ON S FACE, ARK ON E FACE, AND 63M ON N FACE.  IT
 FH0960'IS 4 FEET E OF CENTER LINE OF LANE, 20 FEET W OF FENCE, AND 100
 FH0960'FEET N OF FENCE.  IT IS 233.992 METERS S OF STATION RAGG.  IT IS
 FH0960'LOOSE IN THE GROUND AND HAS BEEN DISTURBED RECENTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1007 ***********************************************************************
 FH1007  DESIGNATION -  BOUNDARY MON 73 WP
 FH1007  PID         -  FH1007
 FH1007  STATE/COUNTY-  AR/CRAWFORD
 FH1007  USGS QUAD   -  FORT SMITH (1987)
 FH1007
 FH1007                         *CURRENT SURVEY CONTROL
 FH1007  ___________________________________________________________________
 FH1007* NAD 83(1997)-  35 26 51.12155(N)    094 26 27.08051(W)     ADJUSTED  
 FH1007* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FH1007  ___________________________________________________________________
 FH1007  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 FH1007  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FH1007
 FH1007  HORZ ORDER  -  SECOND
 FH1007
 FH1007.The horizontal coordinates were established by classical geodetic methods
 FH1007.and adjusted by the National Geodetic Survey in September 1999..
 FH1007
 FH1007.The orthometric height was scaled from a topographic map.
 FH1007
 FH1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1007
 FH1007.The geoid height was determined by GEOID03.
 FH1007
 FH1007;                    North         East     Units Scale Factor Converg.
 FH1007;SPC AR N     -   126,357.195   178,434.999   MT  0.99993877   -1 25 13.2
 FH1007;SPC AR N     -   414,556.90    585,415.49   sFT  0.99993877   -1 25 13.2
 FH1007;SPC OK N     -    55,577.885   923,064.148   MT  1.00002376   +2 06 01.5
 FH1007;SPC OK N     -   182,341.78  3,028,419.63   sFT  1.00002376   +2 06 01.5
 FH1007;SPC OK S     -   240,223.128   923,077.838   MT  1.00004935   +2 01 12.8
 FH1007;SPC OK S     -   788,132.05  3,028,464.54   sFT  1.00004935   +2 01 12.8
 FH1007;UTM  15      - 3,923,628.389   369,234.861   MT  0.99981072   -0 50 08.7
 FH1007
 FH1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1007!SPC AR N     -   0.99998552  x   0.99993877  =   0.99992429
 FH1007!SPC OK N     -   0.99998552  x   1.00002376  =   1.00000928
 FH1007!SPC OK S     -   0.99998552  x   1.00004935  =   1.00003487
 FH1007!UTM  15      -   0.99998552  x   0.99981072  =   0.99979624
 FH1007
 FH1007                          SUPERSEDED SURVEY CONTROL
 FH1007
 FH1007  NAD 83(1997)-  35 26 51.12528(N)    094 26 27.08030(W) AD(       ) 2
 FH1007  NAD 83(1986)-  35 26 51.12456(N)    094 26 27.07247(W) AD(       ) 2
 FH1007  NAD 27      -  35 26 50.80200(N)    094 26 26.29900(W) AD(       ) 2
 FH1007
 FH1007.Superseded values are not recommended for survey control.
 FH1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1007.See file dsdata.txt to determine how the superseded data were derived.
 FH1007
 FH1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6923523628(NAD 83)
 FH1007_MARKER: I = METAL ROD
 FH1007_SETTING: 0 = UNSPECIFIED SETTING
 FH1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1007+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 FH1007
 FH1007  HISTORY     - Date     Condition        Report By
 FH1007  HISTORY     - 1935     MONUMENTED       CGS
 FH1007  HISTORY     - 1937     GOOD             LOCSUR
 FH1007  HISTORY     - 20040508 GOOD             GEOCAC
 FH1007
 FH1007                          STATION DESCRIPTION
 FH1007
 FH1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FH1007'THIS TRAVERSE STATION IS AN OCTAGONAL IRON MONUMENT ABOUT 5 INCHES
 FH1007'IN DIAMETER AND PROJECTING ABOUT 2 FEET.  IT HAS AN IRON CAP
 FH1007'COMING TO A POINT IN THE MIDDLE.  IT IS ENGRAVED 1877 ON S FACE
 FH1007'NO. 73 ON E FACE, AND CHER ON W FACE.  IT IS IN A TRIANGLE FORMED
 FH1007'BY A RAILROAD TRACK FROM THE S CONNECTING INTO AN E-W TRACK WITH
 FH1007'A Y.  IT IS ABOUT 125 YARDS E OF RAILROAD STATION.  IT IS LEANING
 FH1007'SOMEWHAT.
 FH1007'
 FH1007'IT IS ABOUT 5 MILES N OF FORT SMITH, AND 5 MILES W OF VAN BUREN.
 FH1007'
 FH1007'THIS STATION WAS CONNECTED BY TRAVERSE TO STATION GREENWOOD.
 FH1007
 FH1007                          STATION RECOVERY (1937)
 FH1007
 FH1007'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937 (CWC)
 FH1007'LETTER OF CHARLES W. CLARK, 10/28/37--
 FH1007'
 FH1007'THE ARKANSAS STATE PLANNING SURVEY HAS INFORMED ME THAT THE POINT
 FH1007'CALLED ARK.-OKLA. BOUNDARY MONUMENT NO. 73 WHICH WAS CONNECTED BY
 FH1007'TRAVERSE TO TRIANGULATION STATION GREENWOOD IS NOT ACTUALLY
 FH1007'MONUMENT NO. 73.  THEY SAY THE GENERAL LAND OFFICE RECORDS CLEARLY
 FH1007'STATE THAT THE TRUE POINT IS IN THE MIDDLE OF A CREEK AND THE
 FH1007'MONUMENT CONNECTED TO STATION GREENWOOD IS A WITNESS POST AND IS 110
 FH1007'LINKS NORTH OF THE TRUE POINT.
 FH1007
 FH1007                          STATION RECOVERY (2004)
 FH1007
 FH1007'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 FH1007'THE Y RAILROAD JUNCTION HAS BEEN REMOVED.
 FH1007'THE WOODEN POSTS ARE ALL THAT REMAIN IN THE CREEK,
 FH1007'THEY RISE ABOUT 3 FEET ABOVE WATER LEVEL THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0985 ***********************************************************************
 FH0985  DESIGNATION -  BOUNDARY MON 8 AR OK
 FH0985  PID         -  FH0985
 FH0985  STATE/COUNTY-  AR/SEBASTIAN
 FH0985  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0985
 FH0985                         *CURRENT SURVEY CONTROL
 FH0985  ___________________________________________________________________
 FH0985* NAD 83(1997)-  35 16 24.37983(N)    094 26 08.59110(W)     ADJUSTED  
 FH0985* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 FH0985  ___________________________________________________________________
 FH0985  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 FH0985  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FH0985
 FH0985  HORZ ORDER  -  SECOND
 FH0985
 FH0985.The horizontal coordinates were established by classical geodetic methods
 FH0985.and adjusted by the National Geodetic Survey in September 1999..
 FH0985
 FH0985.The orthometric height was scaled from a topographic map.
 FH0985
 FH0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0985
 FH0985.The geoid height was determined by GEOID03.
 FH0985
 FH0985;                    North         East     Units Scale Factor Converg.
 FH0985;SPC AR N     -   107,037.300   178,423.378   MT  0.99995056   -1 25 02.4
 FH0985;SPC AR N     -   351,171.54    585,377.37   sFT  0.99995056   -1 25 02.4
 FH0985;SPC OK N     -    36,291.807   924,239.109   MT  1.00006615   +2 06 12.4
 FH0985;SPC OK N     -   119,067.37  3,032,274.48   sFT  1.00006615   +2 06 12.4
 FH0985;SPC OK S     -   220,935.736   924,225.767   MT  1.00000817   +2 01 23.3
 FH0985;SPC OK S     -   724,853.33  3,032,230.70   sFT  1.00000817   +2 01 23.3
 FH0985;UTM  15      - 3,904,311.966   369,420.928   MT  0.99981013   -0 49 45.2
 FH0985
 FH0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0985!SPC AR N     -   0.99998201  x   0.99995056  =   0.99993257
 FH0985!SPC OK N     -   0.99998201  x   1.00006615  =   1.00004816
 FH0985!SPC OK S     -   0.99998201  x   1.00000817  =   0.99999018
 FH0985!UTM  15      -   0.99998201  x   0.99981013  =   0.99979215
 FH0985
 FH0985                          SUPERSEDED SURVEY CONTROL
 FH0985
 FH0985  NAD 83(1997)-  35 16 24.38265(N)    094 26 08.58765(W) AD(       ) 2
 FH0985  NAD 83(1986)-  35 16 24.38369(N)    094 26 08.58066(W) AD(       ) 2
 FH0985  NAD 27      -  35 16 24.04600(N)    094 26 07.80200(W) AD(       ) 2
 FH0985
 FH0985.Superseded values are not recommended for survey control.
 FH0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0985.See file dsdata.txt to determine how the superseded data were derived.
 FH0985
 FH0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6942104312(NAD 83)
 FH0985_MARKER: Z = SEE DESCRIPTION
 FH0985_SETTING: 0 = UNSPECIFIED SETTING
 FH0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0985
 FH0985  HISTORY     - Date     Condition        Report By
 FH0985  HISTORY     - 1935     MONUMENTED       CGS
 FH0985
 FH0985                          STATION DESCRIPTION
 FH0985
 FH0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0985'THIS TRAVERSE STATION IS THE PEAK OF THE CONICAL CAP ON AN
 FH0985'OCTAGONAL IRON MONUMENT ABOUT 5 INCHES IN DIAMETER.  IT
 FH0985'PROJECTS 3 FEET.  IT CONTAINS THE CAST LETTERS CHOC ON THE
 FH0985'W SIDE, 1877 ON S SIDE, 8M ON N SIDE AND ARK ON E SIDE.
 FH0985'IT IS 1 FOOT W OF FENCE ON E OF LANE, 43 FEET E OF AZIMUTH
 FH0985'MARK, 26 FEET E OF FENCE ON W OF LANE, 6 FEET W OF POWER LINE
 FH0985'AND 37 FEET S OF FENCE ON S SIDE OF YARD.  IT IS IN THE E
 FH0985'BANK OF DITCH.
 FH0985'
 FH0985'IT IS 614.648 METERS S OF STATION GEORGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0855 ***********************************************************************
 EK0855  DESIGNATION -  BOUNDARY MP 27 AR OK
 EK0855  PID         -  EK0855
 EK0855  STATE/COUNTY-  AR/SEBASTIAN
 EK0855  USGS QUAD   -  BATES (1979)
 EK0855
 EK0855                         *CURRENT SURVEY CONTROL
 EK0855  ___________________________________________________________________
 EK0855* NAD 83(1997)-  34 59 53.70653(N)    094 26 43.49967(W)     ADJUSTED  
 EK0855* NAVD 88     -       797.     (meters)    2615.     (feet)  SCALED    
 EK0855  ___________________________________________________________________
 EK0855  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 EK0855  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 EK0855
 EK0855  HORZ ORDER  -  SECOND
 EK0855
 EK0855.The horizontal coordinates were established by classical geodetic methods
 EK0855.and adjusted by the National Geodetic Survey in September 1999..
 EK0855
 EK0855.The orthometric height was scaled from a topographic map.
 EK0855
 EK0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0855
 EK0855.The geoid height was determined by GEOID03.
 EK0855
 EK0855;                    North         East     Units Scale Factor Converg.
 EK0855;SPC AR N     -    76,539.485   176,783.306   MT  0.99998787   -1 25 22.7
 EK0855;SPC AR N     -   251,113.29    579,996.56   sFT  0.99998787   -1 25 22.7
 EK0855;SPC OK S     -   190,393.981   924,418.919   MT  0.99996198   +2 01 03.5
 EK0855;SPC OK S     -   624,650.92  3,032,864.40   sFT  0.99996198   +2 01 03.5
 EK0855;UTM  15      - 3,873,803.588   368,095.714   MT  0.99981443   -0 49 44.9
 EK0855
 EK0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0855!SPC AR N     -   0.99987979  x   0.99998787  =   0.99986766
 EK0855!SPC OK S     -   0.99987979  x   0.99996198  =   0.99984178
 EK0855!UTM  15      -   0.99987979  x   0.99981443  =   0.99969424
 EK0855
 EK0855                          SUPERSEDED SURVEY CONTROL
 EK0855
 EK0855  NAD 83(1997)-  34 59 53.71212(N)    094 26 43.50215(W) AD(       ) 2
 EK0855  NAD 83(1986)-  34 59 53.71194(N)    094 26 43.49400(W) AD(       ) 2
 EK0855  NAD 27      -  34 59 53.35000(N)    094 26 42.70000(W) AD(       ) 2
 EK0855
 EK0855.Superseded values are not recommended for survey control.
 EK0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0855.See file dsdata.txt to determine how the superseded data were derived.
 EK0855
 EK0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6809673804(NAD 83)
 EK0855_MARKER: Z = SEE DESCRIPTION
 EK0855_SETTING: 0 = UNSPECIFIED SETTING
 EK0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0855
 EK0855  HISTORY     - Date     Condition        Report By
 EK0855  HISTORY     - 1919     MONUMENTED       CGS
 EK0855  HISTORY     - 1934     GOOD             CGS
 EK0855  HISTORY     - 1967     GOOD             USGS
 EK0855
 EK0855                          STATION DESCRIPTION
 EK0855
 EK0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 EK0855'STATION IS 4 MILES SW FROM HARTFORD, 7 METERS (23 FEET) N OF
 EK0855'THE ROCK ISLAND RAILROAD, AND 75 METERS (246 FEET) N OF ROAD
 EK0855'LEADING FROM HARTFORD TO HOWE.
 EK0855'
 EK0855'MARK IS HEXAGONAL IRON POST ABOUT 4 INCHES IN DIAMETER AND 4
 EK0855'FEET HIGH.
 EK0855'
 EK0855'A LARGE WHITE POST ON BOUNDARY LINE ON OPPOSITE SIDE OF
 EK0855'RAILROAD IS READILY SEEN.
 EK0855
 EK0855                          STATION RECOVERY (1934)
 EK0855
 EK0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK0855'RECOVERED.
 EK0855
 EK0855                          STATION RECOVERY (1967)
 EK0855
 EK0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (UNK)
 EK0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0807 ***********************************************************************
 FF0807  DESIGNATION -  BOWMAN
 FF0807  PID         -  FF0807
 FF0807  STATE/COUNTY-  AR/CRAIGHEAD
 FF0807  USGS QUAD   -  LAKE CITY (1983)
 FF0807
 FF0807                         *CURRENT SURVEY CONTROL
 FF0807  ___________________________________________________________________
 FF0807* NAD 83(1997)-  35 49 23.51730(N)    090 29 50.39744(W)     ADJUSTED  
 FF0807* NAVD 88     -        72.174  (meters)     236.79   (feet)  POSTED    
 FF0807  ___________________________________________________________________
 FF0807  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FF0807  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FF0807  DYNAMIC HT  -          72.110 (meters)     236.58  (feet)  COMP
 FF0807  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 FF0807
 FF0807  HORZ ORDER  -  FIRST
 FF0807  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0807
 FF0807.The horizontal coordinates were established by classical geodetic methods
 FF0807.and adjusted by the National Geodetic Survey in September 1999..
 FF0807
 FF0807.The orthometric height was determined by differential leveling
 FF0807.and adjusted by the National Geodetic Survey in 1992..
 FF0807.No vertical observational check was made to the station.
 FF0807.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0807.was located on a no-check spur therefore a value was not computed.
 FF0807
 FF0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0807
 FF0807.The geoid height was determined by GEOID03.
 FF0807
 FF0807.The dynamic height is computed by dividing the NAVD 88
 FF0807.geopotential number by the normal gravity value computed on the
 FF0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0807.degrees latitude (g = 980.6199 gals.).
 FF0807
 FF0807.The modeled gravity was interpolated from observed gravity values.
 FF0807
 FF0807;                    North         East     Units Scale Factor Converg.
 FF0807;SPC AR N     -   166,325.232   535,775.009   MT  0.99994460   +0 52 27.8
 FF0807;SPC AR N     -   545,685.37  1,757,788.51   sFT  0.99994460   +0 52 27.8
 FF0807;UTM  15      - 3,967,229.975   726,084.683   MT  1.00022989   +1 27 55.4
 FF0807
 FF0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0807!SPC AR N     -   0.99999306  x   0.99994460  =   0.99993766
 FF0807!UTM  15      -   0.99999306  x   1.00022989  =   1.00022295
 FF0807
 FF0807|---------------------------------------------------------------------|
 FF0807| PID    Reference Object                     Distance      Geod. Az  |
 FF0807|                                                           dddmmss.s |
 FF0807| FF0808 BOWMAN RM 1                          29.945 METERS 01241     |
 FF0807| FF1931 LAKE CITY MUNICIPAL TANK            APPROX. 5.8 KM 0955148.8 |
 FF0807| CI3056 BOWMAN 2 RM 2                        13.563 METERS 11757     |
 FF0807| FF0806 BOWMAN 2                              6.877 METERS 18209     |
 FF0807| CI3055 BOWMAN 2 AZ MK                                     2632522.4 |
 FF0807| FF0804 BOWMAN AZ MK                                       2643110.9 |
 FF0807| FF1932 O 9 72                               26.480 METERS 28018     |
 FF0807|---------------------------------------------------------------------|
 FF0807
 FF0807                          SUPERSEDED SURVEY CONTROL
 FF0807
 FF0807  NAD 83(1997)-  35 49 23.52511(N)    090 29 50.39674(W) AD(       ) 1
 FF0807  NAD 83(1986)-  35 49 23.52897(N)    090 29 50.39754(W) AD(       ) 1
 FF0807  NAD 27      -  35 49 23.25950(N)    090 29 50.01400(W) AD(       ) 1
 FF0807  NGVD 29 (??/??/??)   72.109  (m)          236.58   (f) ADJUSTED    1 2
 FF0807
 FF0807.Superseded values are not recommended for survey control.
 FF0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0807.See file dsdata.txt to determine how the superseded data were derived.
 FF0807
 FF0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2608567230(NAD 83)
 FF0807_MARKER: DS = TRIANGULATION STATION DISK
 FF0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0807_STAMPING: BOWMAN 1954
 FF0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0807+STABILITY: SURFACE MOTION
 FF0807
 FF0807  HISTORY     - Date     Condition        Report By
 FF0807  HISTORY     - 1954     MONUMENTED       CGS
 FF0807  HISTORY     - 1956     GOOD             CGS
 FF0807  HISTORY     - 1971     SEE DESCRIPTION  NGS
 FF0807  HISTORY     - 20020731 POOR             USACE
 FF0807
 FF0807                          STATION DESCRIPTION
 FF0807
 FF0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0807'THE STATION IS ABOUT 8-1/2 MILES EAST OF NETTLETON, 3-1/2 MILES
 FF0807'WEST OF LAKE CITY AND 1/4 MILE WEST OF THE SMALL COMMUNITY
 FF0807'OF BOWMAN ON LAND OWNED BY MR. H.C. PINKSTON.  IT IS IN THE
 FF0807'NORTHWEST CORNER OF A FARM HOME YARD, 62.0 FEET SOUTH OF THE
 FF0807'CENTER OF STATE ROUTE NO. 18, 41.0 FEET NORTH-NORTHWEST OF A
 FF0807'LARGE BLACK OAK TREE, 38.0 FEET WEST OF A LARGE BLACK OAK TREE
 FF0807'AND 6.0 FEET WEST OF A WITNESS POST.  IT IS SET FLUSH WITH
 FF0807'THE SURFACE OF THE GROUND AND IS STAMPED BOWMAN 1954.
 FF0807'
 FF0807'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION,
 FF0807'35.0 FEET NORTH OF THE CENTER OF STATE ROUTE NO. 18 AND 1.0
 FF0807'FOOT SOUTH OF A WOVEN WIRE FENCE.  IT PROJECTS 5 INCHES AND IS
 FF0807'STAMPED BOWMAN NO 1 1954.
 FF0807'
 FF0807'U.S. ENGINEER MARK 0-9-72 WAS USED AS REFERENCE MARK NO. 2.
 FF0807'IT IS A STANDARD U.S. ENGINEER DISK SET IN THE TOP OF A 6
 FF0807'INCH CIRCULAR CONCRETE POST PROJECTING 5 INCHES.  IT IS 49.5
 FF0807'FEET SOUTH OF THE CENTER OF STATE ROUTE NO. 18 AND 2.5 FEET
 FF0807'NORTH OF A WOVEN WIRE FENCE.  IT IS STAMPED 0-9-72.
 FF0807'
 FF0807'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 FF0807'2 (0-9-72 (USE) IS 133.85 FEET.
 FF0807'
 FF0807'THE AZIMUTH MARK IS IN THE NORTHWEST CORNER OF A FARM HOME YARD,
 FF0807'39.0 FEET SOUTH OF THE CENTER OF STATE ROUTE NO. 18, 35.0 FEET
 FF0807'WEST OF THE CENTER OF A DRIVEWAY, 2.0 FEET NORTHEAST OF A
 FF0807'WITNESS POST AND 1.0 FOOT EAST OF A FENCE CORNER.  IT PROJECTS
 FF0807'5 INCHES AND IS STAMPED BOWMAN 1954.
 FF0807'
 FF0807'TO REACH THE STATION FROM THE CROSS-STREET ONE BLOCK SOUTH
 FF0807'OF THE POST OFFICE AND ONE BLOCK NORTH OF THE GRAIGHEAD COUNTY
 FF0807'COURTHOUSE IN LAKE CITY, GO NORTHWESTERLY ON THE MAIN STREET
 FF0807'FOR 0.2 MILE TO THE JUNCTION WITH STATE ROUTE NO. 18.  HERE
 FF0807'TURN LEFT AND GO WEST ON STATE ROUTE NO. 18 FOR 1.75 MILES TO
 FF0807'THE JUNCTION OF STATE ROUTE NO. 135, CONTINUE WEST ON STATE
 FF0807'ROUTE NO. 18 FOR 1.5 MILES TO THE SMALL COMMUNITY OF BOWMAN,
 FF0807'CONTINUE WEST ON STATE ROUTE NO. 18 FOR 0.25 MILE TO A FARM
 FF0807'HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 FF0807'
 FF0807'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 FF0807'ROUTE NO. 18 FOR 0.3 MILE TO A FARM HOUSE ON THE LEFT AND
 FF0807'THE MARK IN THE NORTHWEST CORNER OF THE FARM YARD AS DESCRIBED.
 FF0807'
 FF0807'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF0807
 FF0807                          STATION RECOVERY (1956)
 FF0807
 FF0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0807'5 MI NW FROM LAKE CITY.
 FF0807'4.15 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0807'FROM THE CITY WATER TOWER AT LAKE CITY, THENCE ABOUT 0.2 MILE
 FF0807'NORTH ALONG PEKIN ROAD, THENCE ABOUT 0.6 MILE EAST ALONG STATE
 FF0807'HIGHWAY 18, ABOUT 0.1 MILE WEST OF BOWMAN BAPTIST CHURCH, IN
 FF0807'THE NORTHWEST CORNER OF FRONT YARD OF A FARM HOUSE, 62 FEET SOUTH
 FF0807'OF CENTER LINE OF HIGHWAY, 82 FEET NORTH-NORTHWEST OF NORTHWEST
 FF0807'CORNER OF PORCH OF FARM HOUSE, 42 FEET NORTH-NORTHWEST OF A
 FF0807'30-INCH OAK TREE, 87 FEET EAST OF BM 0-9-72 (U.S.E.), 98 FEET
 FF0807'SOUTH AND ACROSS HIGHWAY FROM RM NO. 1, 6 1/2 FEET EAST OF A
 FF0807'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY
 FF0807'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FF0807
 FF0807                          STATION RECOVERY (1971)
 FF0807
 FF0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FF0807'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 FF0807'REFERENCE MARK NO. 1 WAS FOUND WITH THE TOP BROKEN OFF THE
 FF0807'MARK AND THE DISK WAS RECOVERED.  REFERENCE MARK NO. 2 (0-9-72
 FF0807'(USE) IS KNOWN TO HAVE BEEN DESTROYED AND PART OF THE CONCRETE
 FF0807'POST WAS RECOVERED ABOUT 8 INCHES BELOW GROUND LEVEL.  THE
 FF0807'STATION AND AZIMUTH MARK WERE IN THE WAY OF NEW CONSTRUCTION
 FF0807'ALONG STATE ROUTE 18, AND WOULD BE DESTROYED.  A NEW STATION
 FF0807'BOWMAN 2 1971, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3
 FF0807'AND A NEW AZIMUTH MARK WERE ESTABLISHED.  THE TRIANGLE FORMED
 FF0807'BY BOWMAN 1954, BOWMAN 2 1971 AND BOWMAN 1954 AZIMUTH MARK
 FF0807'WERE THEN OCCUPIED AND THE TRIANGLE CLOSED.  AFTER ALL
 FF0807'TRAVERSE MEASUREMENTS WERE MADE AND ALL RECORDS CHECKED, THE
 FF0807'ORIGINAL STATION MARK AND AZIMUTH MARK WERE DESTROYED AND
 FF0807'THE DISK REMOVED.
 FF0807'
 FF0807'AFTER ALL WORK COMPLETED THESE MARKS DESTROYED.
 FF0807'
 FF0807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FF0807'3.5 MILES WEST OF LAKE CITY.
 FF0807
 FF0807                          STATION RECOVERY (2002)
 FF0807
 FF0807'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0807'THE STATION IS DESTROYED. SEE 1971 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0806 ***********************************************************************
 FF0806  DESIGNATION -  BOWMAN 2
 FF0806  PID         -  FF0806
 FF0806  STATE/COUNTY-  AR/CRAIGHEAD
 FF0806  USGS QUAD   -  LAKE CITY (1983)
 FF0806
 FF0806                         *CURRENT SURVEY CONTROL
 FF0806  ___________________________________________________________________
 FF0806* NAD 83(1997)-  35 49 23.29433(N)    090 29 50.40772(W)     ADJUSTED  
 FF0806* NAVD 88     -        72.191  (meters)     236.85   (feet)  POSTED    
 FF0806  ___________________________________________________________________
 FF0806  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FF0806  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FF0806  DYNAMIC HT  -          72.130 (meters)     236.65  (feet)  COMP
 FF0806  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 FF0806
 FF0806  HORZ ORDER  -  THIRD
 FF0806  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0806
 FF0806.The horizontal coordinates were established by classical geodetic methods
 FF0806.and adjusted by the National Geodetic Survey in September 1999..
 FF0806.No horizontal observational check was made to the station.
 FF0806
 FF0806.The orthometric height was determined by differential leveling
 FF0806.and adjusted by the National Geodetic Survey in 1992..
 FF0806.No vertical observational check was made to the station.
 FF0806.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0806.was located on a no-check spur therefore a value was not computed.
 FF0806
 FF0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0806
 FF0806.The geoid height was determined by GEOID03.
 FF0806
 FF0806.The dynamic height is computed by dividing the NAVD 88
 FF0806.geopotential number by the normal gravity value computed on the
 FF0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0806.degrees latitude (g = 980.6199 gals.).
 FF0806
 FF0806.The modeled gravity was interpolated from observed gravity values.
 FF0806
 FF0806;                    North         East     Units Scale Factor Converg.
 FF0806;SPC AR N     -   166,318.357   535,774.856   MT  0.99994460   +0 52 27.8
 FF0806;SPC AR N     -   545,662.81  1,757,788.01   sFT  0.99994460   +0 52 27.8
 FF0806;UTM  15      - 3,967,223.097   726,084.601   MT  1.00022989   +1 27 55.4
 FF0806
 FF0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0806!SPC AR N     -   0.99999306  x   0.99994460  =   0.99993766
 FF0806!UTM  15      -   0.99999306  x   1.00022989  =   1.00022295
 FF0806
 FF0806|---------------------------------------------------------------------|
 FF0806| PID    Reference Object                     Distance      Geod. Az  |
 FF0806|                                                           dddmmss.s |
 FF0806| FF0807 BOWMAN                                6.877 METERS 00209     |
 FF0806| CI3056 BOWMAN 2 RM 2                        12.253 METERS 08736     |
 FF0806| CI3057 BOWMAN 2 RM 3                        11.604 METERS 15906     |
 FF0806| CI3055 BOWMAN 2 AZ MK                                     2640824.4 |
 FF0806| FF0804 BOWMAN AZ MK                                       2651431.3 |
 FF0806|---------------------------------------------------------------------|
 FF0806
 FF0806                          SUPERSEDED SURVEY CONTROL
 FF0806
 FF0806  NAD 83(1997)-  35 49 23.30214(N)    090 29 50.40702(W) AD(       ) 3
 FF0806  NAD 83(1986)-  35 49 23.30600(N)    090 29 50.40782(W) AD(       ) 3
 FF0806  NAD 27      -  35 49 23.03652(N)    090 29 50.02427(W) AD(       ) 3
 FF0806  NGVD 29 (??/??/??)   72.126  (m)          236.63   (f) ADJUSTED    1 2
 FF0806
 FF0806.Superseded values are not recommended for survey control.
 FF0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0806.See file dsdata.txt to determine how the superseded data were derived.
 FF0806
 FF0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2608567223(NAD 83)
 FF0806_MARKER: DD = SURVEY DISK
 FF0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0806_STAMPING: O-9-72
 FF0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0806+STABILITY: SURFACE MOTION
 FF0806
 FF0806  HISTORY     - Date     Condition        Report By
 FF0806  HISTORY     - 1971     MONUMENTED       NGS
 FF0806  HISTORY     - 1956     GOOD             CGS
 FF0806  HISTORY     - 20020731 POOR             USACE
 FF0806
 FF0806                          STATION DESCRIPTION
 FF0806
 FF0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0806'5 MI NW FROM LAKE CITY.
 FF0806'4.15 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0806'THE CITY WATER TOWER AT LAKE CITY, THENCE ABOUT 0.2 MILE NORTH
 FF0806'ALONG PEKIN ROAD, THENCE ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY
 FF0806'18, ABOUT 0.1 MILE WEST OF BOWMAN BAPTIST CHURCH, 49 1/2 FEET
 FF0806'SOUTH OF CENTER LINE OF HIGHWAY, 87 FEET WEST OF TRIANGULATION
 FF0806'STATION BOWMAN, 133 1/2 FEET SOUTHWEST AND ACROSS HIGHWAY FROM
 FF0806'BOWMAN REFERENCE MARK NO. 1, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY
 FF0806'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FF0806
 FF0806                          STATION RECOVERY (2002)
 FF0806
 FF0806'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0806'CONCRETE SLAB FOUND, DISK HAS BEEN SHEARED OFF, STEM INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0804 ***********************************************************************
 FF0804  DESIGNATION -  BOWMAN AZ MK
 FF0804  PID         -  FF0804
 FF0804  STATE/COUNTY-  AR/CRAIGHEAD
 FF0804  USGS QUAD   -  NEEDHAM (1983)
 FF0804
 FF0804                         *CURRENT SURVEY CONTROL
 FF0804  ___________________________________________________________________
 FF0804* NAD 83(1986)-  35 49 21.     (N)    090 30 12.     (W)     SCALED    
 FF0804* NAVD 88     -        71.327  (meters)     234.01   (feet)  POSTED    
 FF0804  ___________________________________________________________________
 FF0804  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FF0804  DYNAMIC HT  -          71.270 (meters)     233.82  (feet)  COMP
 FF0804  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 FF0804
 FF0804  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0804
 FF0804.The horizontal coordinates were scaled from a topographic map and have
 FF0804.an estimated accuracy of +/- 6 seconds.
 FF0804
 FF0804.The orthometric height was determined by differential leveling
 FF0804.and adjusted by the National Geodetic Survey in 1992..
 FF0804.No vertical observational check was made to the station.
 FF0804.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0804.was located on a no-check spur therefore a value was not computed.
 FF0804
 FF0804.The geoid height was determined by GEOID03.
 FF0804
 FF0804.The dynamic height is computed by dividing the NAVD 88
 FF0804.geopotential number by the normal gravity value computed on the
 FF0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0804.degrees latitude (g = 980.6199 gals.).
 FF0804
 FF0804.The modeled gravity was interpolated from observed gravity values.
 FF0804
 FF0804;                    North         East    Units  Estimated Accuracy
 FF0804;SPC AR N     -   166,240.      535,230.      MT  (+/- 180 meters Scaled)
 FF0804
 FF0804                          SUPERSEDED SURVEY CONTROL
 FF0804
 FF0804  NGVD 29 (??/??/??)   71.262  (m)          233.80   (f) ADJUSTED    1 2
 FF0804
 FF0804.Superseded values are not recommended for survey control.
 FF0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0804.See file dsdata.txt to determine how the superseded data were derived.
 FF0804
 FF0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV255671(NAD 83)
 FF0804_MARKER: DZ = AZIMUTH MARK DISK
 FF0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0804_STAMPING: BOWMAN 1954
 FF0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0804+STABILITY: SURFACE MOTION
 FF0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0804+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF0804
 FF0804  HISTORY     - Date     Condition        Report By
 FF0804  HISTORY     - 1954     MONUMENTED       CGS
 FF0804  HISTORY     - 1956     GOOD             CGS
 FF0804  HISTORY     - 20020814 GOOD             USACE
 FF0804
 FF0804                          STATION DESCRIPTION
 FF0804
 FF0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0804'4.6 MI NW FROM LAKE CITY.
 FF0804'4.15 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0804'THE CITY WATER TOWER AT LAKE CITY, THENCE ABOUT 0.2 MILE NORTH
 FF0804'ALONG PEKIN ROAD, THENCE ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY
 FF0804'18, ABOUT 0.45 MILE WEST OF BOWMAN BAPTIST CHURCH, ABOUT 0.15
 FF0804'MILE WEST OF A CONCRETE BRIDGE OVER A DRAINAGE DITCH, 39 FEET
 FF0804'SOUTH OF CENTER LINE OF HIGHWAY, 97 FEET NORTH-NORTHWEST OF
 FF0804'NORTHWEST CORNER OF A FARM HOUSE AND IN THE NORTHWEST CORNER OF
 FF0804'YARD OF HOUSE, 1 1/2 FEET EAST OF A FENCE CORNER, 23 1/2 FEET
 FF0804'WEST-SOUTHWEST OF WEST END OF A 15-INCH PIPE CULVERT UNDER DRIVE
 FF0804'TO FARM HOUSE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 FF0804'ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF
 FF0804'A CONCRETE POST PROJECTING 3 INCHES.
 FF0804
 FF0804                          STATION RECOVERY (2002)
 FF0804
 FF0804'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0808 ***********************************************************************
 FF0808  DESIGNATION -  BOWMAN RM 1
 FF0808  PID         -  FF0808
 FF0808  STATE/COUNTY-  AR/CRAIGHEAD
 FF0808  USGS QUAD   -  LAKE CITY (1983)
 FF0808
 FF0808                         *CURRENT SURVEY CONTROL
 FF0808  ___________________________________________________________________
 FF0808* NAD 83(1986)-  35 49 25.     (N)    090 29 51.     (W)     SCALED    
 FF0808* NAVD 88     -        72.263  (meters)     237.08   (feet)  POSTED    
 FF0808  ___________________________________________________________________
 FF0808  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FF0808  DYNAMIC HT  -          72.200 (meters)     236.88  (feet)  COMP
 FF0808  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 FF0808
 FF0808  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0808
 FF0808.The horizontal coordinates were scaled from a topographic map and have
 FF0808.an estimated accuracy of +/- 6 seconds.
 FF0808
 FF0808.The orthometric height was determined by differential leveling
 FF0808.and adjusted by the National Geodetic Survey in 1992..
 FF0808.No vertical observational check was made to the station.
 FF0808.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0808.was located on a no-check spur therefore a value was not computed.
 FF0808
 FF0808.The geoid height was determined by GEOID03.
 FF0808
 FF0808.The dynamic height is computed by dividing the NAVD 88
 FF0808.geopotential number by the normal gravity value computed on the
 FF0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0808.degrees latitude (g = 980.6199 gals.).
 FF0808
 FF0808.The modeled gravity was interpolated from observed gravity values.
 FF0808
 FF0808;                    North         East    Units  Estimated Accuracy
 FF0808;SPC AR N     -   166,370.      535,760.      MT  (+/- 180 meters Scaled)
 FF0808
 FF0808                          SUPERSEDED SURVEY CONTROL
 FF0808
 FF0808  NGVD 29 (??/??/??)   72.198  (m)          236.87   (f) ADJUSTED    1 2
 FF0808
 FF0808.Superseded values are not recommended for survey control.
 FF0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0808.See file dsdata.txt to determine how the superseded data were derived.
 FF0808
 FF0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV260672(NAD 83)
 FF0808_MARKER: DR = REFERENCE MARK DISK
 FF0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0808_STAMPING: BOWMAN NO 1 1954
 FF0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0808+STABILITY: SURFACE MOTION
 FF0808
 FF0808  HISTORY     - Date     Condition        Report By
 FF0808  HISTORY     - 1954     MONUMENTED       CGS
 FF0808  HISTORY     - 1956     GOOD             CGS
 FF0808
 FF0808                          STATION DESCRIPTION
 FF0808
 FF0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0808'5 MI NW FROM LAKE CITY.
 FF0808'4.15 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0808'THE CITY WATER TOWER AT LAKE CITY, THENCE ABOUT 0.2 MILE NORTH
 FF0808'ALONG PEKIN ROAD, THENCE ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY
 FF0808'18, ABOUT 0.1 MILE WEST OF BOWMAN BAPTIST CHURCH, 35 FEET NORTH
 FF0808'OF CENTER LINE OF HIGHWAY, 98 FEET NORTH AND ACROSS HIGHWAY FROM
 FF0808'THE STATION MARK, 13 FEET SOUTHEAST OF SOUTHEAST BANK OF A DITCH,
 FF0808'ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 FF0808'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE CONCRETE IS CHIPPED
 FF0808'FROM POST AND THE DISK HAS BEEN BEATEN DOWN IN THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1897 ***********************************************************************
 FF1897  DESIGNATION -  BOX ELDER
 FF1897  PID         -  FF1897
 FF1897  STATE/COUNTY-  AR/MISSISSIPPI
 FF1897  USGS QUAD   -  MANILA NORTH (1983)
 FF1897
 FF1897                         *CURRENT SURVEY CONTROL
 FF1897  ___________________________________________________________________
 FF1897* NAD 83(1997)-  35 59 50.86684(N)    090 09 29.47361(W)     ADJUSTED  
 FF1897* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 FF1897  ___________________________________________________________________
 FF1897  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 FF1897  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FF1897
 FF1897  HORZ ORDER  -  SECOND
 FF1897
 FF1897.The horizontal coordinates were established by classical geodetic methods
 FF1897.and adjusted by the National Geodetic Survey in September 1999..
 FF1897
 FF1897.The orthometric height was scaled from a topographic map.
 FF1897
 FF1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1897
 FF1897.The geoid height was determined by GEOID03.
 FF1897
 FF1897;                    North         East     Units Scale Factor Converg.
 FF1897;SPC AR N     -   186,177.204   566,053.945   MT  0.99996187   +1 04 18.3
 FF1897;SPC AR N     -   610,816.38  1,857,128.65   sFT  0.99996187   +1 04 18.3
 FF1897;SPC MO E     -    18,264.224   280,818.100   MT  0.99994503   +0 12 03.2
 FF1897;UTM  15      - 3,987,402.707   756,166.782   MT  1.00040866   +1 40 16.3
 FF1897
 FF1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1897!SPC AR N     -   0.99999281  x   0.99996187  =   0.99995468
 FF1897!SPC MO E     -   0.99999281  x   0.99994503  =   0.99993784
 FF1897!UTM  15      -   0.99999281  x   1.00040866  =   1.00040147
 FF1897
 FF1897:                Primary Azimuth Mark                     Grid Az
 FF1897:SPC AR N     -  HORNERSVILLE MUNICIPAL TANK              040 25 27.9
 FF1897:SPC MO E     -  HORNERSVILLE MUNICIPAL TANK              041 17 43.0
 FF1897:UTM  15      -  HORNERSVILLE MUNICIPAL TANK              039 49 29.9
 FF1897
 FF1897|---------------------------------------------------------------------|
 FF1897| PID    Reference Object                     Distance      Geod. Az  |
 FF1897|                                                           dddmmss.s |
 FF1897| GE0999 HORNERSVILLE MUNICIPAL TANK         APPROX. 6.5 KM 0412946.2 |
 FF1897| FF2216 BOX ELDER RM 1                       26.475 METERS 16530     |
 FF1897| FF2217 BOX ELDER RM 2                       20.760 METERS 27211     |
 FF1897| GE1300 BOX ELDER AZ MK                                    3491019.5 |
 FF1897|---------------------------------------------------------------------|
 FF1897
 FF1897                          SUPERSEDED SURVEY CONTROL
 FF1897
 FF1897  NAD 83(1997)-  35 59 50.87521(N)    090 09 29.47654(W) AD(       ) 2
 FF1897  NAD 83(1986)-  35 59 50.87874(N)    090 09 29.47460(W) AD(       ) 2
 FF1897  NAD 27      -  35 59 50.62410(N)    090 09 29.13120(W) AD(       ) 2
 FF1897
 FF1897.Superseded values are not recommended for survey control.
 FF1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1897.See file dsdata.txt to determine how the superseded data were derived.
 FF1897
 FF1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5616787403(NAD 83)
 FF1897_MARKER: DS = TRIANGULATION STATION DISK
 FF1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1897
 FF1897  HISTORY     - Date     Condition        Report By
 FF1897  HISTORY     - 1955     MONUMENTED       CGS
 FF1897  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF1897
 FF1897                          STATION DESCRIPTION
 FF1897
 FF1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 FF1897'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF ARBYRD,
 FF1897'5.5 MILES SOUTH-SOUTHWEST OF HORNERSVILLE, 0.05 MILE EAST
 FF1897'OF A CROSSROAD, 44 FEET NORTHWEST OF A POWERLINE POLE, 33 FEET
 FF1897'SOUTH OF THE CENTER OF A DIRT ROAD (STATE-LINE ROAD), 32 FEET
 FF1897'NORTHEAST OF A 24-INCH COTTONWOOD TREE AND ON LAND OWNED BY MISS
 FF1897'IZORA DAVIS.
 FF1897'
 FF1897'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HORNERSVILLE,
 FF1897'GO NORTH FOR 0.15 MILE, TURN LEFT AND GO WEST ON COUNTY ROAD Y
 FF1897'FOR 2.5 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A
 FF1897'MACADAM ROAD FOR 2.95 MILES TO A SIDE ROAD ON THE RIGHT
 FF1897'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE
 FF1897'SOUTHERLY ON THE MACADAM ROAD FOR 0.35 MILE TO THE STATE-LINE
 FF1897'ROAD AND THE STATION AS DESCRIBED.
 FF1897'
 FF1897'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BOX
 FF1897'ELDER 1955.
 FF1897'
 FF1897'REFERENCE MARK 1 IS 48 FEET SOUTH OF A POWERLINE POLE.  THE
 FF1897'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BOX ELDER
 FF1897'NO 1 1955.
 FF1897'
 FF1897'REFERENCE MARK 2 IS 34 FEET EAST OF THE NORTHEAST CORNER OF A
 FF1897'STORE, 32 FEET SOUTH OF THE CENTER OF THE STATE-LINE ROAD
 FF1897'AND 15 FEET EAST-SOUTHEAST OF A 36-INCH OAK TREE.  THE MARK
 FF1897'PROJECTS 2 INCHES AND THE DISK IS STAMPED BOX ELDER NO 2 1955.
 FF1897'
 FF1897'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTER OF THE MACADAM
 FF1897'ROAD, 15 FEET NORTH OF THE CENTER OF A DIRT ROAD, 3 FEET EAST OF A
 FF1897'FENCE CORNER AND 1 FOOT EAST OF A POWERLINE POLE.  THE MARK
 FF1897'PROJECTS 7 INCHES AND THE DISK IS STAMPED BOX ELDER 1955.
 FF1897'
 FF1897'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1897
 FF1897                          STATION RECOVERY (1979)
 FF1897
 FF1897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RPS)
 FF1897'A THOROUGH SEARCH WAS MADE FOR THE TRIANGULATION STATION AND THE
 FF1897'REFERENCE MARKS.  THE AREA WHERE THE MARKS ARE DESCRIBED HAS
 FF1897'BEEN FARMED AND ALSO THE STATE LINE ROAD HAS BEEN WIDENED.  ALL
 FF1897'MARKS CAN BE ASSUMED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1495 ***********************************************************************
 DL1495  DESIGNATION -  BOX SPRINGS FIRE TOWER 97 AFC
 DL1495  PID         -  DL1495
 DL1495  STATE/COUNTY-  AR/COLUMBIA
 DL1495  USGS QUAD   -  WALDO (1968)
 DL1495
 DL1495                         *CURRENT SURVEY CONTROL
 DL1495  ___________________________________________________________________
 DL1495* NAD 83(1997)-  33 15 52.53783(N)    093 21 26.81231(W)     ADJUSTED  
 DL1495* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 DL1495  ___________________________________________________________________
 DL1495  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DL1495  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL1495
 DL1495  HORZ ORDER  -  SECOND
 DL1495
 DL1495.The horizontal coordinates were established by classical geodetic methods
 DL1495.and adjusted by the National Geodetic Survey in September 1999..
 DL1495
 DL1495.The orthometric height was scaled from a topographic map.
 DL1495
 DL1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1495
 DL1495.The geoid height was determined by GEOID03.
 DL1495
 DL1495;                    North         East     Units Scale Factor Converg.
 DL1495;SPC AR S     -   467,157.304   273,524.826   MT  1.00000804   -0 45 35.1
 DL1495;SPC AR S     - 1,532,665.25    897,389.37   sFT  1.00000804   -0 45 35.1
 DL1495;UTM  15      - 3,680,677.427   466,708.647   MT  0.99961366   -0 11 45.8
 DL1495
 DL1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1495!SPC AR S     -   0.99998485  x   1.00000804  =   0.99999289
 DL1495!UTM  15      -   0.99998485  x   0.99961366  =   0.99959852
 DL1495
 DL1495                          SUPERSEDED SURVEY CONTROL
 DL1495
 DL1495  NAD 83(1997)-  33 15 52.54636(N)    093 21 26.80349(W) AD(       ) 2
 DL1495  NAD 83(1986)-  33 15 52.54795(N)    093 21 26.80070(W) AD(       ) 2
 DL1495  NAD 27      -  33 15 52.08500(N)    093 21 26.18100(W) AD(       ) 2
 DL1495
 DL1495.Superseded values are not recommended for survey control.
 DL1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1495.See file dsdata.txt to determine how the superseded data were derived.
 DL1495
 DL1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6670980677(NAD 83)
 DL1495_MARKER: 55 = TOWER
 DL1495
 DL1495  HISTORY     - Date     Condition        Report By
 DL1495  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1495
 DL1495                          STATION DESCRIPTION
 DL1495
 DL1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1495'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH AND 3.5 MILES WEST
 DL1495'OF WALDO, 7.0 MILES WEST AND 0.5 MILE SOUTH OF MAGNOLIA AND
 DL1495'1.5 MILES NORTH-WEST OF THE UNION CENTER SCHOOL.
 DL1495'
 DL1495'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A CAB AT THE TOP
 DL1495'WITH AN OVERALL HEIGHT OF 110 FEET.  THE POINT OBSERVED UPON WAS
 DL1495'THE CENTER OF THE BASE OF THE TOWER.
 DL1495'
 DL1495'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL1495'STATE HIGHWAYS 132 AND 19 TWO BLOCKS WEST OF THE COURT HOUSE IN
 DL1495'MAGNOLIA, GO WEST AND SOUTHWEST ON STATE HIGHWAY 132 TOWARD
 DL1495'TAYLOR FOR 3.3 MILES TO FORKS AT STORE AND SERVICE STATION,
 DL1495'CONTINUE ON STATE HIGHWAY 132 FOR 2.2 MILES TO STORE AND
 DL1495'SERVICE STATION ON THE RIGHT AT CROSSROADS, TURN RIGHT AND GO
 DL1495'NORTH AND WEST FOR 0.95 MILE TO FORKS AT UNION CENTER SCHOOL
 DL1495'ON THE LEFT, TAKE RIGHT FORK AND CONTINUE FOR 1.6 MILES TO
 DL1495'DRIVEWAY ON THE RIGHT, TURN RIGHT INTO DRIVEWAY AND GO 0.2
 DL1495'MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1028 ***********************************************************************
 DK1028  DESIGNATION -  BOYDELL
 DK1028  PID         -  DK1028
 DK1028  STATE/COUNTY-  AR/ASHLEY
 DK1028  USGS QUAD   -  MONTROSE (1981)
 DK1028
 DK1028                         *CURRENT SURVEY CONTROL
 DK1028  ___________________________________________________________________
 DK1028* NAD 83(1986)-  33 21 37.     (N)    091 29 33.     (W)     SCALED    
 DK1028* NAVD 88     -        38.320  (meters)     125.72   (feet)  ADJUSTED  
 DK1028  ___________________________________________________________________
 DK1028  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DK1028  DYNAMIC HT  -          38.280 (meters)     125.59  (feet)  COMP
 DK1028  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 DK1028
 DK1028  VERT ORDER  -  FIRST     CLASS II
 DK1028
 DK1028.The horizontal coordinates were scaled from a topographic map and have
 DK1028.an estimated accuracy of +/- 6 seconds.
 DK1028
 DK1028.The orthometric height was determined by differential leveling
 DK1028.and adjusted by the National Geodetic Survey in June 1991..
 DK1028
 DK1028.The geoid height was determined by GEOID03.
 DK1028
 DK1028.The dynamic height is computed by dividing the NAVD 88
 DK1028.geopotential number by the normal gravity value computed on the
 DK1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1028.degrees latitude (g = 980.6199 gals.).
 DK1028
 DK1028.The modeled gravity was interpolated from observed gravity values.
 DK1028
 DK1028;                    North         East    Units  Estimated Accuracy
 DK1028;SPC AR S     -   477,050.      447,230.      MT  (+/- 180 meters Scaled)
 DK1028
 DK1028                          SUPERSEDED SURVEY CONTROL
 DK1028
 DK1028  NGVD 29 (??/??/??)   38.431  (m)          126.09   (f) ADJUSTED    1 2
 DK1028
 DK1028.Superseded values are not recommended for survey control.
 DK1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1028.See file dsdata.txt to determine how the superseded data were derived.
 DK1028
 DK1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS402922(NAD 83)
 DK1028_MARKER: DS = TRIANGULATION STATION DISK
 DK1028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1028_STAMPING: BOYDELL
 DK1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1028
 DK1028  HISTORY     - Date     Condition        Report By
 DK1028  HISTORY     - UNK      MONUMENTED       DOD
 DK1028  HISTORY     - 1939     GOOD             CGS
 DK1028  HISTORY     - 20050324 MARK NOT FOUND   ARHD
 DK1028
 DK1028                          STATION DESCRIPTION
 DK1028
 DK1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1028'IN BOYDELL.
 DK1028'AN IRON PIPE WITH A BRASS CAP LOCATED ON THE EAST R/W OF THE MO. PAC.
 DK1028'R.R. 700 YARDS SOUTH OF THE R.R. STATION.  20 FEET EAST OF THE THE
 DK1028'CENTER LINE OF THE TRACK.  50 FEET WEST OF THE CENTER LINE OF HWY NO.
 DK1028'165.
 DK1028
 DK1028                          STATION RECOVERY (2005)
 DK1028
 DK1028'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1015 ***********************************************************************
 GE1015  DESIGNATION -  BOYDS
 GE1015  PID         -  GE1015
 GE1015  STATE/COUNTY-  AR/CLAY
 GE1015  USGS QUAD   -  BOYDSVILLE (1984)
 GE1015
 GE1015                         *CURRENT SURVEY CONTROL
 GE1015  ___________________________________________________________________
 GE1015* NAD 83(1997)-  36 21 50.06661(N)    090 24 20.06709(W)     ADJUSTED  
 GE1015* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 GE1015  ___________________________________________________________________
 GE1015  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GE1015  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GE1015
 GE1015  HORZ ORDER  -  SECOND
 GE1015
 GE1015.The horizontal coordinates were established by classical geodetic methods
 GE1015.and adjusted by the National Geodetic Survey in September 1999..
 GE1015
 GE1015.The orthometric height was scaled from a topographic map.
 GE1015
 GE1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1015
 GE1015.The geoid height was determined by GEOID03.
 GE1015
 GE1015;                    North         East     Units Scale Factor Converg.
 GE1015;SPC AR N     -   226,443.878   543,093.750   MT  1.00002842   +0 55 40.1
 GE1015;SPC AR N     -   742,924.62  1,781,800.08   sFT  1.00002842   +0 55 40.1
 GE1015;UTM  15      - 4,027,438.307   732,774.255   MT  1.00026764   +1 32 20.2
 GE1015
 GE1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1015!SPC AR N     -   0.99998299  x   1.00002842  =   1.00001141
 GE1015!UTM  15      -   0.99998299  x   1.00026764  =   1.00025063
 GE1015
 GE1015|---------------------------------------------------------------------|
 GE1015| PID    Reference Object                     Distance      Geod. Az  |
 GE1015|                                                           dddmmss.s |
 GE1015| CI3068 BOYDS RM 1                           23.419 METERS 13639     |
 GE1015| CI3067 BOYDS AZ MK                                        2171920.7 |
 GE1015| CI3069 BOYDS RM 2                           22.769 METERS 21946     |
 GE1015| GE1019 CORNING MUNICIPAL TANK              APPROX.16.4 KM 2884933.7 |
 GE1015|---------------------------------------------------------------------|
 GE1015
 GE1015                          SUPERSEDED SURVEY CONTROL
 GE1015
 GE1015  NAD 83(1986)-  36 21 50.07364(N)    090 24 20.06632(W) AD(       ) 2
 GE1015  NAD 27      -  36 21 49.85170(N)    090 24 19.69120(W) AD(       ) 2
 GE1015
 GE1015.Superseded values are not recommended for survey control.
 GE1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1015.See file dsdata.txt to determine how the superseded data were derived.
 GE1015
 GE1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3277427438(NAD 83)
 GE1015_MARKER: DS = TRIANGULATION STATION DISK
 GE1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1015_STAMPING: BOYDS TRIANGULATION 1955
 GE1015_MARK LOGO: CGS   
 GE1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1015+STABILITY: SURFACE MOTION
 GE1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1015+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE1015
 GE1015  HISTORY     - Date     Condition        Report By
 GE1015  HISTORY     - 1955     MONUMENTED       CGS
 GE1015  HISTORY     - 1970     GOOD             NGS
 GE1015  HISTORY     - 20020801 GOOD             USACE
 GE1015
 GE1015                          STATION DESCRIPTION
 GE1015
 GE1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1015'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF MC DOUGAL AND
 GE1015'2-1/2 MILES NORTHWEST OF BOYDSVILLE, ON THE HIGHEST POINT OF
 GE1015'A WOODED HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 GE1015'VICINITY.  IT IS 50 FEET EAST OF THE CENTER OF A TRACK ROAD AND
 GE1015'4 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.
 GE1015'
 GE1015'TO REACH THE STATION FROM THE POST OFFICE IN BOYDSVILLE, GO WEST
 GE1015'ON STATE HIGHWAY 90 FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT
 GE1015'AND A CHURCH ON THE LEFT, TURN RIGHT AND GO NORTH FOR 1.4 MILES TO
 GE1015'A SIDE ROAD LEFT JUST BEFORE CROSSING A BRIDGE, TURN LEFT AND
 GE1015'GO NORTHERLY FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GE1015'CONTINUE NORTH AND EAST FOR 0.25 MILE TO THE STATION ON THE
 GE1015'LEFT.
 GE1015'
 GE1015'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BOYDS
 GE1015'1955.
 GE1015'
 GE1015'REFERENCE MARK 1 IS 50 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 GE1015'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BOYDS NO 1
 GE1015'1955.
 GE1015'
 GE1015'REFERENCE MARK 2 IS 14 FEET WEST OF THE CENTER OF THE TRACK
 GE1015'ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GE1015'BOYDS NO 2 1955.
 GE1015'
 GE1015'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF THE MAIN ROAD,
 GE1015'6 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD AND 3 FEET EAST
 GE1015'OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 GE1015'AND THE DISK IS STAMPED BOYDS 1955.
 GE1015'
 GE1015'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE1015
 GE1015                          STATION RECOVERY (1970)
 GE1015
 GE1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1015'ALL MARKS WERE FOUND IN GOOD CONDITION AFTER A LONG SEARCH.
 GE1015'THE TO REACH WAS FOUND TO BE COMPLETELY WRONG AND ENTIRE
 GE1015'DESCRIPTION VERY POOR.  THE DIRECTION TO THE REFERENCE MARKS
 GE1015'CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER
 GE1015'THAN THE PREVIOUS MEASUREMENT BY 0.28 OF A FOOT.  THE DISTANCE
 GE1015'TO REFERENCE MARK 2 WAS FOUND TO BE SHORTER THAN THE PREVIOUS
 GE1015'MEASUREMENT BY 0.14 OF A FOOT.  A COMPLETE DESCRIPTION FOLLOWS-
 GE1015'
 GE1015'THE STATION IS LOCATED IN A SMALL SADDLE BETWEEN 2 HUMPS OF THE
 GE1015'TALLEST WOOD COVERED HILL IN THE AREA, 51 FEET EAST OF THE
 GE1015'CENTERLINE OF TRACK ROAD, 35 FEET NORTHEAST OF A 10 INCH
 GE1015'OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 10 FEET
 GE1015'SOUTHEAST OF A TWIN TRUNK 8 INCH OAK TREE, 56 FEET EAST OF A TWIN
 GE1015'TRUNK 16 INCH OAK TREE AND 1 FOOT WEST OF A METAL WITNESS POST.
 GE1015'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BOYDS
 GE1015'1955.
 GE1015'
 GE1015'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90 AND
 GE1015'141 AT THE MISSIONARY BAPTIST CHURCH AT THE WEST EDGE OF
 GE1015'BOYDSVILLE, GO NORTH ON ROAD 141 (GRAVELED) FOR 1.4 MILES TO A
 GE1015'SIDE ROAD LEFT JUST BEFORE CROSSING A BRIDGE.  TURN LEFT AND GO
 GE1015'WEST ON THE GRAVELED ROAD FOR 0.75 MILE TO A T-ROAD.  TURN RIGHT
 GE1015'AND GO NORTHERLY ALONG TOP OF RIDGE ON GRAVELED ROAD FOR 0.9
 GE1015'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY ON THE
 GE1015'ROAD FOR 0.2 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 GE1015'EAST ON THE TRACK ROAD FOR ABOUT 150 FEET TO A FORK.  TAKE THE
 GE1015'RIGHT FORK AND GO EAST AND SOUTH ON TRACK ROAD FOR ABOUT 300
 GE1015'FEET TO THE STATION ON THE LEFT.
 GE1015'
 GE1015'REFERENCE MARK 1 IS 54 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GE1015'22 FEET SOUTHWEST OF AN 8 INCH OAK TREE, 60 FEET NORTHWEST OF
 GE1015'A TWIN TRUNK 18 INCH POPLAR TREE AND ON THE SOUTHEAST SLOPE OF THE
 GE1015'HILL ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.  THE
 GE1015'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED BOYDS NO 1
 GE1015'1955.
 GE1015'
 GE1015'REFERENCE MARK 2 IS 12 FEET WEST OF THE CENTERLINE OF ROAD, 5
 GE1015'FEET EAST OF A FENCE, 22 FEET NORTH OF A 10 INCH OAK TREE, 16
 GE1015'FEET NORTHEAST OF AN 8 INCH OAK TREE AND ABOUT 8 FEET LOWER IN
 GE1015'ELEVATION THAN THE STATION.  THE MONUMENT PROJECTS 3 INCHES
 GE1015'AND THE DISK IS STAMPED BOYDS NO 2 1955.
 GE1015'
 GE1015'THE AZIMUTH MARK IS 16 FEET NORTHWEST OF THE CENTERLINE OF THE
 GE1015'ROAD, 7 FEET SOUTHEAST OF CENTERLINE OF TRACK ROAD, 3 FEET NORTH
 GE1015'OF A 6 INCH OAK TREE WITH A WITNESS SIGN ATTACHED AND 45 FEET
 GE1015'NORTHEAST OF A SMALL KNOLL.  THE MONUMENT PROJECTS 4 INCHES AND
 GE1015'THE DISK IS STAMPED BOYDS 1955.
 GE1015'
 GE1015'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 GE1015'MILES NORTHWEST OF BOYDSVILLE.
 GE1015'
 GE1015'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE1015
 GE1015                          STATION RECOVERY (2002)
 GE1015
 GE1015'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1015'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 141 AND COUNTY
 GE1015'ROAD 270, 1.4 MI (2.3 KM) N OF BOYDSVILLE, GO WEST ALONG CR NO 270 FOR
 GE1015'0.7 MI (1.1 KM) TO CR NO 265 ON RIGHT, TURN RIGHT, GO NORTH FOR 1.0 MI
 GE1015'(1.6 KM) BEFORE OLD ROAD BECOMES GULLY WASHED, CONTINUE BY FOOT,
 GE1015'APPROXIMATELY 150 FT (45.7 M) TO DIM ROAD ON RIGHT.  FOLLOW EASTERLY
 GE1015'TO FORK, TAKE RIGHT FORK FOR APPROXIMATELY 250 FT (76.2 M) TO MARK ON
 GE1015'LEFT, IN HEAVY WOODED AREA.  THE STATION IS 50 FT (15.2 M) EAST OF
 GE1015'TRACK ROAD AT HIGHEST POINT OF AREA, 2 FT (0.6 M) WEST OF WITNESS
 GE1015'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1835 ***********************************************************************
 FF1835  DESIGNATION -  BRADFORD
 FF1835  PID         -  FF1835
 FF1835  STATE/COUNTY-  AR/WHITE
 FF1835  USGS QUAD   -  BRADFORD (1980)
 FF1835
 FF1835                         *CURRENT SURVEY CONTROL
 FF1835  ___________________________________________________________________
 FF1835* NAD 83(1997)-  35 24 26.70307(N)    091 28 02.00601(W)     ADJUSTED  
 FF1835* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 FF1835  ___________________________________________________________________
 FF1835  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FF1835  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1835
 FF1835  HORZ ORDER  -  THIRD
 FF1835
 FF1835.The horizontal coordinates were established by classical geodetic methods
 FF1835.and adjusted by the National Geodetic Survey in September 1999..
 FF1835
 FF1835.The orthometric height was scaled from a topographic map.
 FF1835
 FF1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1835
 FF1835.The geoid height was determined by GEOID03.
 FF1835
 FF1835;                    North         East     Units Scale Factor Converg.
 FF1835;SPC AR N     -   119,291.169   448,390.748   MT  0.99994067   +0 18 36.1
 FF1835;SPC AR N     -   391,374.44  1,471,095.31   sFT  0.99994067   +0 18 36.1
 FF1835;UTM  15      - 3,919,304.396   639,177.049   MT  0.99983871   +0 53 17.6
 FF1835
 FF1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1835!SPC AR N     -   0.99999140  x   0.99994067  =   0.99993207
 FF1835!UTM  15      -   0.99999140  x   0.99983871  =   0.99983011
 FF1835
 FF1835:                Primary Azimuth Mark                     Grid Az
 FF1835:SPC AR N     -  BRADFORD AZ MK                           020 48 39.4
 FF1835:UTM  15      -  BRADFORD AZ MK                           020 13 57.9
 FF1835
 FF1835|---------------------------------------------------------------------|
 FF1835| PID    Reference Object                     Distance      Geod. Az  |
 FF1835|                                                           dddmmss.s |
 FF1835| CI1218 BRADFORD AZ MK                                     0210715.5 |
 FF1835| FF1836 BRADFORD MUNICIPAL TANK             APPROX. 2.2 KM 0232038.0 |
 FF1835| FF1827 TUPELO TEX ILL GAS P L WNW MST      APPROX.17.4 KM 0962215.1 |
 FF1835| CI1219 BRADFORD RM 1                        19.063 METERS 15650     |
 FF1835| CI1220 BRADFORD RM 2                        20.068 METERS 25251     |
 FF1835|---------------------------------------------------------------------|
 FF1835
 FF1835                          SUPERSEDED SURVEY CONTROL
 FF1835
 FF1835  NAD 83(1986)-  35 24 26.71380(N)    091 28 02.00549(W) AD(       ) 3
 FF1835  NAD 27      -  35 24 26.41630(N)    091 28 01.53110(W) AD(       ) 3
 FF1835
 FF1835.Superseded values are not recommended for survey control.
 FF1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1835.See file dsdata.txt to determine how the superseded data were derived.
 FF1835
 FF1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3917719304(NAD 83)
 FF1835_MARKER: DS = TRIANGULATION STATION DISK
 FF1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1835
 FF1835  HISTORY     - Date     Condition        Report By
 FF1835  HISTORY     - 1954     MONUMENTED       CGS
 FF1835  HISTORY     - 1963     GOOD             USAF
 FF1835
 FF1835                          STATION DESCRIPTION
 FF1835
 FF1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1835'THE STATION IS ABOUT 1.3 MILES SOUTH OF BRADFORD, 0.15 MILE
 FF1835'WEST OF U.S. HIGHWAY 67, IN THE FARM YARD OF MR. CY WATKINS,
 FF1835'IN SECTION 7, T 9 N., R 4 W., ABOUT 180 FEET SOUTHWEST OF
 FF1835'THE SOUTHWEST CORNER OF THE FARM HOUSE, 120 FEET NORTHWEST
 FF1835'OF THE NORTHWEST CORNER OF THE CHICKEN HOUSE, 4 FEET SOUTH
 FF1835'OF A 4 BY 4 INCH WHITE WITNESS POST.
 FF1835'
 FF1835'TO REACH THE STATION FROM THE MAIN CROSS STREET IN BRADFORD,
 FF1835'GO SOUTHERLY ON U.S. HIGHWAY 67 FOR 0.35 MILE TO A SIDE ROAD
 FF1835'RIGHT, (FROM THIS POINT THE AZIMUTH MARK MAY BE REACHED BY
 FF1835'GOING WEST FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED)
 FF1835'CONTINUE SOUTHERLY FOR 0.85 MILE TO A ROAD TO THE FARM HOUSE
 FF1835'ON THE RIGHT, GO WEST 0.15 MILE TO THE FARM HOUSE AND STATION.
 FF1835'
 FF1835'THE STATION MARK IS ABOUT FLUSH WITH THE GROUND AND THE DISK
 FF1835'IS STAMPED BRADFORD 1954.
 FF1835'
 FF1835'REFERENCE MARK 1 IS 4 FEET NORTH OF THE NORTHEAST CORNER
 FF1835'OF A BUILDING UNDER CONSTRUCTION, THE MARK IS ABOUT FLUSH
 FF1835'WITH THE GROUND AND THE DISK IS STAMPED BRADFORD NO 1 1954.
 FF1835'
 FF1835'REFERENCE MARK 2 IS 80 FEET NORTHWEST OF THE NORTHWEST CORNER
 FF1835'OF A BUILDING UNDER CONSTRUCTION, THE MARK PROJECTS ABOUT
 FF1835'4 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED BRADFORD
 FF1835'NO 2 1954.
 FF1835'
 FF1835'THE AZIMUTH MARK IS ACROSS THE ROAD FROM A FARM HOUSE, 20
 FF1835'FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT EAST OF A 4 BY
 FF1835'4 INCH WHITE WITNESS POST, THE MARK PROJECTS ABOUT 10 INCHES
 FF1835'AND THE DISK IS STAMPED BRADFORD 1954.
 FF1835'
 FF1835'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF1835
 FF1835                          STATION RECOVERY (1963)
 FF1835
 FF1835'RECOVERY NOTE BY US AIR FORCE 1963
 FF1835'STATION, AZIMUTH MARK, AND THE REFERENCE MARK 2 WERE RECOVERED IN
 FF1835'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED.  DESCRIPTION
 FF1835'WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1836 ***********************************************************************
 FF1836  DESIGNATION -  BRADFORD MUNICIPAL TANK
 FF1836  PID         -  FF1836
 FF1836  STATE/COUNTY-  AR/WHITE
 FF1836  USGS QUAD   -  BRADFORD (1980)
 FF1836
 FF1836                         *CURRENT SURVEY CONTROL
 FF1836  ___________________________________________________________________
 FF1836* NAD 83(1997)-  35 25 32.35847(N)    091 27 27.38736(W)     ADJUSTED  
 FF1836* NAVD 88     -                                                        
 FF1836  ___________________________________________________________________
 FF1836  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FF1836  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1836
 FF1836  HORZ ORDER  -  THIRD
 FF1836
 FF1836.The horizontal coordinates were established by classical geodetic methods
 FF1836.and adjusted by the National Geodetic Survey in September 1999..
 FF1836
 FF1836
 FF1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1836
 FF1836.The geoid height was determined by GEOID03.
 FF1836
 FF1836;                    North         East     Units Scale Factor Converg.
 FF1836;SPC AR N     -   121,319.216   449,253.018   MT  0.99993975   +0 18 56.2
 FF1836;SPC AR N     -   398,028.13  1,473,924.28   sFT  0.99993975   +0 18 56.2
 FF1836;UTM  15      - 3,921,340.840   640,018.719   MT  0.99984161   +0 53 39.1
 FF1836
 FF1836                          SUPERSEDED SURVEY CONTROL
 FF1836
 FF1836  NAD 83(1986)-  35 25 32.37015(N)    091 27 27.38633(W) AD(       ) 4
 FF1836  NAD 27      -  35 25 32.07600(N)    091 27 26.91100(W) AD(       ) 3
 FF1836
 FF1836.Superseded values are not recommended for survey control.
 FF1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1836.See file dsdata.txt to determine how the superseded data were derived.
 FF1836
 FF1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4001921341(NAD 83)
 FF1836_MARKER: 51 = TANK
 FF1836_SETTING: 0 = UNSPECIFIED SETTING
 FF1836
 FF1836  HISTORY     - Date     Condition        Report By
 FF1836  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1836
 FF1836                          STATION DESCRIPTION
 FF1836
 FF1836'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0784 ***********************************************************************
 DL0784  DESIGNATION -  BRADLEY
 DL0784  PID         -  DL0784
 DL0784  STATE/COUNTY-  AR/LAFAYETTE
 DL0784  USGS QUAD   -  CANFIELD (1975)
 DL0784
 DL0784                         *CURRENT SURVEY CONTROL
 DL0784  ___________________________________________________________________
 DL0784* NAD 83(1997)-  33 07 36.88703(N)    093 38 50.00882(W)     ADJUSTED  
 DL0784* NAVD 88     -        75.968  (meters)     249.24   (feet)  ADJUSTED  
 DL0784  ___________________________________________________________________
 DL0784  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DL0784  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL0784  DYNAMIC HT  -          75.885 (meters)     248.97  (feet)  COMP
 DL0784  MODELED GRAV-     979,553.5   (mgal)                       NAVD 88
 DL0784
 DL0784  HORZ ORDER  -  FIRST
 DL0784  VERT ORDER  -  FIRST     CLASS II
 DL0784
 DL0784.The horizontal coordinates were established by classical geodetic methods
 DL0784.and adjusted by the National Geodetic Survey in September 1999..
 DL0784
 DL0784.The orthometric height was determined by differential leveling
 DL0784.and adjusted by the National Geodetic Survey in June 1991..
 DL0784
 DL0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0784
 DL0784.The geoid height was determined by GEOID03.
 DL0784
 DL0784.The dynamic height is computed by dividing the NAVD 88
 DL0784.geopotential number by the normal gravity value computed on the
 DL0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0784.degrees latitude (g = 980.6199 gals.).
 DL0784
 DL0784.The modeled gravity was interpolated from observed gravity values.
 DL0784
 DL0784;                    North         East     Units Scale Factor Converg.
 DL0784;SPC AR S     -   452,285.226   246,282.370   MT  1.00004288   -0 55 19.0
 DL0784;SPC AR S     - 1,483,872.45    808,011.41   sFT  1.00004288   -0 55 19.0
 DL0784;SPC LA N     -   291,849.420   892,929.214   MT  1.00013739   -0 36 23.5
 DL0784;SPC LA N     -   957,509.31  2,929,551.93   sFT  1.00013739   -0 36 23.5
 DL0784;UTM  15      - 3,665,543.043   439,625.156   MT  0.99964494   -0 21 13.4
 DL0784
 DL0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0784!SPC AR S     -   0.99999222  x   1.00004288  =   1.00003510
 DL0784!SPC LA N     -   0.99999222  x   1.00013739  =   1.00012961
 DL0784!UTM  15      -   0.99999222  x   0.99964494  =   0.99963717
 DL0784
 DL0784:                Primary Azimuth Mark                     Grid Az
 DL0784:SPC AR S     -  CANFIELD BURTON SAWMILL STACK            010 58 05.0
 DL0784:SPC LA N     -  CANFIELD BURTON SAWMILL STACK            010 39 09.5
 DL0784:UTM  15      -  CANFIELD BURTON SAWMILL STACK            010 23 59.4
 DL0784
 DL0784|---------------------------------------------------------------------|
 DL0784| PID    Reference Object                     Distance      Geod. Az  |
 DL0784|                                                           dddmmss.s |
 DL0784| DL1524 CANFIELD BURTON SAWMILL STACK       APPROX. 5.2 KM 0100246.0 |
 DL0784| DL1522 CANFIELD FIRE TOWER 98 AFC          APPROX. 3.6 KM 0122945.6 |
 DL0784| CX5070 BRADLEY RM 3                         40.898 METERS 16059     |
 DL0784| DL1520 BRADLEY WAREHOUSE CO WATER TK       APPROX. 3.4 KM 1911310.6 |
 DL0784| CX5071 BRADLEY RM 4                         32.742 METERS 19400     |
 DL0784| DL0785 BRADLEY AZ MK                                      1940326.2 |
 DL0784| DL1525 TT 4 JCL                             77.720 METERS 22451     |
 DL0784| CX5069 BRADLEY RM 2                         12.346 METERS 31504     |
 DL0784|---------------------------------------------------------------------|
 DL0784
 DL0784                          SUPERSEDED SURVEY CONTROL
 DL0784
 DL0784  NAD 83(1997)-  33 07 36.89654(N)    093 38 49.99858(W) AD(       ) 1
 DL0784  NAD 83(1986)-  33 07 36.89778(N)    093 38 49.99767(W) AD(       ) 1
 DL0784  NAD 27      -  33 07 36.42800(N)    093 38 49.36400(W) AD(       ) 1
 DL0784  NGVD 29 (??/??/92)   76.024  (m)          249.42   (f) ADJ UNCH    1 2
 DL0784
 DL0784.Superseded values are not recommended for survey control.
 DL0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0784.See file dsdata.txt to determine how the superseded data were derived.
 DL0784
 DL0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3962565543(NAD 83)
 DL0784_MARKER: DS = TRIANGULATION STATION DISK
 DL0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0784_STAMPING: BRADLEY 1950
 DL0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0784+STABILITY: SURFACE MOTION
 DL0784
 DL0784  HISTORY     - Date     Condition        Report By
 DL0784  HISTORY     - 1950     MONUMENTED       CGS
 DL0784  HISTORY     - 1951     GOOD             CGS
 DL0784  HISTORY     - 1960     GOOD             NGS
 DL0784  HISTORY     - 1963     GOOD             CGS
 DL0784  HISTORY     - 1963     GOOD             NGS
 DL0784
 DL0784                          STATION DESCRIPTION
 DL0784
 DL0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL0784'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH-NORTHEAST OF BRADLEY
 DL0784'ON LAND OWNED BY THE INTERNATIONAL PAPER COMPANY.  IT IS 73 FEET
 DL0784'EAST OF THE CENTER OF STATE HIGHWAY 29, 44 FEET SOUTHEAST OF
 DL0784'POWER LINE POLE AND 6 FEET SOUTH OF WITNESS POST.  IT IS STAMPED
 DL0784'BRADLEY 1950 AND PROJECTS 2 INCHES.
 DL0784'
 DL0784'U.S.G.S. BENCH MARK TT 4 JCL WAS USED FOR REFERENCE MARK NO. 1 AND
 DL0784'IS SOUTHWEST OF THE STATION, 66 FEET WEST OF THE CENTER OF STATE
 DL0784'HIGHWAY 29, 36 FEET WEST OF TRIANGULAR BLAZED TELEPHONE POLE,
 DL0784'35 FEET EAST OF TELEPHONE POLE 406 15 AND 9 FEET EAST OF THE
 DL0784'EAST RAIL OF RAILROAD TRACK.  IT IS A STANDARD U.S.G.S. BENCH
 DL0784'MARK DISK SET IN A 6 INCH SQUARE CONCRETE POST PROJECTING 6
 DL0784'INCHES.  IT IS STAMPED TT 4 JCL 1949.
 DL0784'
 DL0784'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 38 FEET EAST OF
 DL0784'THE CENTER OF STATE HIGHWAY 29 AND 3 FEET SOUTHEAST OF POWER LINE
 DL0784'POLE.  IT IS STAMPED BRADLEY NO 2 1950 AND PROJECTS 3 INCHES.
 DL0784'
 DL0784'THE AZIMUTH MARK IS SOUTH OF THE STATION, 35 FEET EAST OF THE
 DL0784'EAST RAIL OF THE RAILROAD TRACK, 24 FEET WEST OF THE CENTER OF
 DL0784'STATE HIGHWAY 29 AND 3 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 DL0784'BRADLEY 1950 AND PROJECTS 3 INCHES.
 DL0784'
 DL0784'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRADLEY, GO NORTH
 DL0784'ON STATE HIGHWAY 29 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE
 DL0784'LEFT AS DESCRIBED, CONTINUE NORTH ON STATE HIGHWAY 29 FOR 0.5 MILE
 DL0784'TO TRIANGULAR BLAZED TELEPHONE POLE ON THE LEFT AND STATION ON
 DL0784'THE RIGHT AS DESCRIBED.
 DL0784'
 DL0784'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 DL0784
 DL0784                          STATION RECOVERY (1951)
 DL0784
 DL0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL0784'STATION RECOVERED AS DESCRIBED.  DUE TO WIDENING OPERATIONS
 DL0784'ON STATE HIGHWAY 29, AND THE INSTALLATION OF A HIGH TENSION
 DL0784'ELECTRIC LINE ADJACENT TO THE STATION, AN ECCENTRIC OCCUPATION WAS
 DL0784'NECESSARY.  REFERENCE MARK NO. 2 WAS NOT FOUND, AND SINCE IT WAS
 DL0784'LOCATED ON THE NEW HIGHWAY RIGHT-OF-WAY IT WAS PRESUMED TO BE
 DL0784'LOST.  TWO NEW ADDITIONAL REFERENCE MARKS WERE SET (REFERENCE MARK
 DL0784'NO. 3, WHERE THE TOWER WAS ERECTED, AND REFERENCE MARK NO. 4)
 DL0784'A NEW DESCRIPTION OF THE MARKS FOLLOWS.
 DL0784'
 DL0784'THE STATION MARK IS 36 FEET SOUTHEAST OF A POWER POLE, AND 6 FEET
 DL0784'SOUTHEAST OF A WITNESS POST.  THE MARK IS FLUSH, AND THE DISK IS
 DL0784'STAMPED BRADLEY 1950.
 DL0784'
 DL0784'TT 4 JCL(USGS) IS 35 FEET EAST OF A TELEPHONE POLE, AND 9 FEET
 DL0784'EAST OF THE EAST RAIL OF A RAILROAD TRACK.  THE MARK PROJECTS
 DL0784'ABOUT 5 INCHES, AND THE DISK IS STAMPED TT 4 JCL 1949.  IT IS A
 DL0784'U.S. GEOLOGICAL SURVEY BENCH MARK DISK, SET IN THE TOP OF A 6-INCH
 DL0784'SQUARE CONCRETE POST.
 DL0784'
 DL0784'REFERENCE MARK NO. 3 IS ABOUT 100 FEET EAST OF THE CENTER OF
 DL0784'THE NEW HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 DL0784'STAMPED BRADLEY NO 3 1950.
 DL0784'
 DL0784'REFERENCE MARK NO. 4 IS ABOUT 50 FEET EAST OF THE CENTER OF THE
 DL0784'NEW HIGHWAY, AND 15 FEET EAST OF THE POWER LINE.  THE MARK PROJECTS
 DL0784'ABOUT 3 INCHES, AND THE DISK IS STAMPED BRADLEY NO 4 1950.
 DL0784'
 DL0784'AZIMUTH MARK IS 35 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 DL0784'TRACK AND 3 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 DL0784'ABOUT 2 INCHES, AND THE DISK IS STAMPED BRADLEY 1950.
 DL0784'
 DL0784'STATION AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE TOPS
 DL0784'OF 12-INCH SQUARE CONCRETE POSTS.  REFERENCE MARKS ARE STANDARD
 DL0784'DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL0784'
 DL0784'THE 1950 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DL0784'
 DL0784'HEIGHT OF LIGHT ABOVE STATION MARK--37 METERS
 DL0784
 DL0784                          STATION RECOVERY (1960)
 DL0784
 DL0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0784'2.0 MI N FROM BRADLEY.
 DL0784'ABOUT 2.0 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0784'STATION AT BRADLEY, 14 POLES SOUTH OF MILEPOST 406, 146 FEET EAST AND
 DL0784'ACROSS STATE HIGHWAY 29 FROM EAST RAIL, 59 FEET EAST OF THE CENTER
 DL0784'LINE OF THE HIGHWAY, 25 FEET SOUTH OF A POWER POLE, 2.7 FEET EAST OF A
 DL0784'FENCE, 3.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FEET BELOW THE
 DL0784'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DL0784
 DL0784                          STATION RECOVERY (1963)
 DL0784
 DL0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL0784'THE STATION, R.M. NO. 3, R.M. NO. 4 AND THE AZIMUTH MARK RECOVERED
 DL0784'AS DESCRIBED BY V.R.S. IN 1951 AND FOUND IN GOOD CONDITION.
 DL0784'THE U.S.G.S. MARK TT 4 JCL WAS FOUND TO BE LEANING AT A 45 DEGREE
 DL0784'ANGLE.
 DL0784'
 DL0784'THE DESCRIPTION TO REACH THE STATION, BY V.R.S. IN 1951, IS
 DL0784'ADEQUATE FOR RECOVERY.
 DL0784
 DL0784                          STATION RECOVERY (1963)
 DL0784
 DL0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0785 ***********************************************************************
 DL0785  DESIGNATION -  BRADLEY AZ MK
 DL0785  PID         -  DL0785
 DL0785  STATE/COUNTY-  AR/LAFAYETTE
 DL0785  USGS QUAD   -  BRADLEY (1978)
 DL0785
 DL0785                         *CURRENT SURVEY CONTROL
 DL0785  ___________________________________________________________________
 DL0785* NAD 83(1986)-  33 07 10.     (N)    093 38 58.     (W)     SCALED    
 DL0785* NAVD 88     -        76.584  (meters)     251.26   (feet)  ADJUSTED  
 DL0785  ___________________________________________________________________
 DL0785  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0785  DYNAMIC HT  -          76.501 (meters)     250.99  (feet)  COMP
 DL0785  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 DL0785
 DL0785  VERT ORDER  -  FIRST     CLASS II
 DL0785
 DL0785.The horizontal coordinates were scaled from a topographic map and have
 DL0785.an estimated accuracy of +/- 6 seconds.
 DL0785
 DL0785.The orthometric height was determined by differential leveling
 DL0785.and adjusted by the National Geodetic Survey in June 1991..
 DL0785
 DL0785.The geoid height was determined by GEOID03.
 DL0785
 DL0785.The dynamic height is computed by dividing the NAVD 88
 DL0785.geopotential number by the normal gravity value computed on the
 DL0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0785.degrees latitude (g = 980.6199 gals.).
 DL0785
 DL0785.The modeled gravity was interpolated from observed gravity values.
 DL0785
 DL0785;                    North         East    Units  Estimated Accuracy
 DL0785;SPC AR S     -   451,460.      246,060.      MT  (+/- 180 meters Scaled)
 DL0785
 DL0785                          SUPERSEDED SURVEY CONTROL
 DL0785
 DL0785  NGVD 29 (??/??/92)   76.642  (m)          251.45   (f) ADJ UNCH    1 2
 DL0785
 DL0785.Superseded values are not recommended for survey control.
 DL0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0785.See file dsdata.txt to determine how the superseded data were derived.
 DL0785
 DL0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS394647(NAD 83)
 DL0785_MARKER: DZ = AZIMUTH MARK DISK
 DL0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0785_STAMPING: BRADLEY 1950
 DL0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0785+STABILITY: SURFACE MOTION
 DL0785
 DL0785  HISTORY     - Date     Condition        Report By
 DL0785  HISTORY     - 1950     MONUMENTED       CGS
 DL0785  HISTORY     - 1960     GOOD             NGS
 DL0785  HISTORY     - 1963     GOOD             NGS
 DL0785
 DL0785                          STATION DESCRIPTION
 DL0785
 DL0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0785'1.5 MI N FROM BRADLEY.
 DL0785'ABOUT 1.5 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0785'STATION AT BRADLEY, 83 FEET EAST AND ACROSS TRACK FROM MILEPOST 407,
 DL0785'48 FEET EAST OF THE EAST RAIL, 40 FEET WEST OF THE CENTER LINE OF THE
 DL0785'HIGHWAY, 5 FEET NORTH OF A TELEPHONE POLE, 0.8 FEET WEST OF A METAL
 DL0785'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A
 DL0785'CONCRETE POST PROJECTING 2 INCHES.
 DL0785
 DL0785                          STATION RECOVERY (1963)
 DL0785
 DL0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1520 ***********************************************************************
 DL1520  DESIGNATION -  BRADLEY WAREHOUSE CO WATER TK
 DL1520  PID         -  DL1520
 DL1520  STATE/COUNTY-  AR/LAFAYETTE
 DL1520  USGS QUAD   -  BRADLEY (1978)
 DL1520
 DL1520                         *CURRENT SURVEY CONTROL
 DL1520  ___________________________________________________________________
 DL1520* NAD 83(1997)-  33 05 47.30801(N)    093 39 15.83244(W)     ADJUSTED  
 DL1520* NAVD 88     -                                                        
 DL1520  ___________________________________________________________________
 DL1520  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DL1520  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DL1520
 DL1520  HORZ ORDER  -  THIRD
 DL1520
 DL1520.The horizontal coordinates were established by classical geodetic methods
 DL1520.and adjusted by the National Geodetic Survey in September 1999..
 DL1520
 DL1520
 DL1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1520
 DL1520.The geoid height was determined by GEOID03.
 DL1520
 DL1520;                    North         East     Units Scale Factor Converg.
 DL1520;SPC AR S     -   448,920.463   245,558.472   MT  1.00005135   -0 55 33.4
 DL1520;SPC AR S     - 1,472,833.22    805,636.42   sFT  1.00005135   -0 55 33.4
 DL1520;SPC LA N     -   288,480.437   892,223.796   MT  1.00012630   -0 36 37.2
 DL1520;SPC LA N     -   946,456.23  2,927,237.57   sFT  1.00012630   -0 36 37.2
 DL1520;UTM  15      - 3,662,172.619   438,934.951   MT  0.99964598   -0 21 26.4
 DL1520
 DL1520                          SUPERSEDED SURVEY CONTROL
 DL1520
 DL1520  NAD 83(1997)-  33 05 47.31757(N)    093 39 15.82196(W) AD(       ) 4
 DL1520  NAD 83(1986)-  33 05 47.31855(N)    093 39 15.82136(W) AD(       ) 4
 DL1520  NAD 27      -  33 05 46.84500(N)    093 39 15.18800(W) AD(       ) 3
 DL1520
 DL1520.Superseded values are not recommended for survey control.
 DL1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1520.See file dsdata.txt to determine how the superseded data were derived.
 DL1520
 DL1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3893562173(NAD 83)
 DL1520_MARKER: 53 = ELEVATED TANK
 DL1520
 DL1520  HISTORY     - Date     Condition        Report By
 DL1520  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1520  HISTORY     - 20041226 MARK NOT FOUND   USPSQD
 DL1520
 DL1520                          STATION DESCRIPTION
 DL1520
 DL1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1520'THE STATION IS LOCATED ABOUT 100 FEET EAST OF STATE ROUTE
 DL1520'29 IN THE VILLAGE OF BRADLEY.
 DL1520'
 DL1520'IT IS AN ELEVATED TANK SUPPORTED BY A 4-LEGGED STEEL STRUCTURE
 DL1520'AND HAS AN OVER ALL HEIGHT OF 120 FEET.
 DL1520'
 DL1520'THE BALL AT THE APEX OF THE TANK WAS OBSERVED.
 DL1520
 DL1520                          STATION RECOVERY (2004)
 DL1520
 DL1520'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DL1520'MARK NOT FOUND.  TANK COULD NOT BE LOCATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0828 ***********************************************************************
 GF0828  DESIGNATION -  BRADSHAW
 GF0828  PID         -  GF0828
 GF0828  STATE/COUNTY-  AR/CARROLL
 GF0828  USGS QUAD   -  GREEN FOREST (1972)
 GF0828
 GF0828                         *CURRENT SURVEY CONTROL
 GF0828  ___________________________________________________________________
 GF0828* NAD 83(1997)-  36 17 28.57780(N)    093 26 12.90915(W)     ADJUSTED  
 GF0828* NAVD 88     -       619.7    (meters)    2033.     (feet)  VERTCON   
 GF0828  ___________________________________________________________________
 GF0828  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GF0828  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GF0828
 GF0828  HORZ ORDER  -  SECOND
 GF0828
 GF0828.The horizontal coordinates were established by classical geodetic methods
 GF0828.and adjusted by the National Geodetic Survey in September 1999..
 GF0828
 GF0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0828
 GF0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0828
 GF0828.The geoid height was determined by GEOID03.
 GF0828
 GF0828;                    North         East     Units Scale Factor Converg.
 GF0828;SPC AR N     -   218,166.945   270,923.197   MT  1.00001197   -0 50 10.1
 GF0828;SPC AR N     -   715,769.39    888,853.86   sFT  1.00001197   -0 50 10.1
 GF0828;UTM  15      - 4,016,344.061   460,766.710   MT  0.99961896   -0 15 31.0
 GF0828
 GF0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0828!SPC AR N     -   0.99990716  x   1.00001197  =   0.99991913
 GF0828!UTM  15      -   0.99990716  x   0.99961896  =   0.99952616
 GF0828
 GF0828:                Primary Azimuth Mark                     Grid Az
 GF0828:SPC AR N     -  GREEN FOREST MUNICIPAL TANK              002 05 15.2
 GF0828:UTM  15      -  GREEN FOREST MUNICIPAL TANK              001 30 36.1
 GF0828
 GF0828|---------------------------------------------------------------------|
 GF0828| PID    Reference Object                     Distance      Geod. Az  |
 GF0828|                                                           dddmmss.s |
 GF0828| GF0829 GREEN FOREST MUNICIPAL TANK         APPROX. 4.8 KM 0011505.1 |
 GF0828| CI1221 BRADSHAW AZ MK                                     2783140.2 |
 GF0828| CI1223 BRADSHAW RM 2                        24.423 METERS 27837     |
 GF0828| CI1222 BRADSHAW RM 1                        24.579 METERS 34006     |
 GF0828|---------------------------------------------------------------------|
 GF0828
 GF0828                          SUPERSEDED SURVEY CONTROL
 GF0828
 GF0828  NAD 83(1997)-  36 17 28.58820(N)    093 26 12.90937(W) AD(       ) 2
 GF0828  NAD 83(1997)-  36 17 28.58858(N)    093 26 12.90855(W) AD(       ) 2
 GF0828  NAD 83(1986)-  36 17 28.58813(N)    093 26 12.90975(W) AD(       ) 2
 GF0828  NAD 27      -  36 17 28.33470(N)    093 26 12.24060(W) AD(       ) 2
 GF0828  NGVD 29 (07/19/86)  619.6    (m)         2033.     (f) VERT ANG       
 GF0828
 GF0828.Superseded values are not recommended for survey control.
 GF0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0828.See file dsdata.txt to determine how the superseded data were derived.
 GF0828
 GF0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6076716344(NAD 83)
 GF0828_MARKER: DS = TRIANGULATION STATION DISK
 GF0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0828
 GF0828  HISTORY     - Date     Condition        Report By
 GF0828  HISTORY     - 1961     MONUMENTED       CGS
 GF0828  HISTORY     - 1971     GOOD             NGS
 GF0828  HISTORY     - 1987     GOOD             USPSQD
 GF0828  HISTORY     - 20050616 MARK NOT FOUND   ARHD
 GF0828
 GF0828                          STATION DESCRIPTION
 GF0828
 GF0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0828'ABOUT 3 MILES SOUTH OF GREEN FOREST, ON BRADSHAW MOUNTAIN, IN
 GF0828'THE WEST HALF OF SEC. 21, T. 19 N., R. 23 W., AND ON THE PROPERTY
 GF0828'OF MR. ROLAND EDWARDS.  IT IS 153 FEET SOUTHEAST OF A FENCE CORNER,
 GF0828'26 FEET SOUTH OF A TWIN TRUNKED OAK TREE, 12 FEET SOUTHWEST
 GF0828'OF A WIRE FENCE AND 12 FEET SOUTHWEST OF A WITNESS POST.
 GF0828'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BRADSHAW 1961.
 GF0828'
 GF0828'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY
 GF0828'103 ABOUT 0.5 MILE WEST OF GREEN FOREST, GO SOUTH ON HIGHWAY 103
 GF0828'FOR 0.5 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST AND SOUTHERLY
 GF0828'ON HIGHWAY 103 FOR 3.0 MILES TO THE TOP OF A HILL AND A SIDE
 GF0828'ROAD LEFT.  TURN SHARP LEFT AND GO NORTHEASTERLY AND
 GF0828'SOUTHEASTERLY ON A NARROW GRADED ROAD FOR 1.3 MILES TO THE
 GF0828'NORTHWEST CORNER OF A FIELD JUST BEFORE REACHING THE TOP OF
 GF0828'A HILL, AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GF0828'SOUTHEASTERLY ON THE GRADED ROAD FOR 0.4 MILE TO A WIRE GATE ON
 GF0828'THE LEFT.  TURN LEFT AND PASS THROUGH THE GATE AND PICK WAY
 GF0828'NORTHERLY THROUGH THE FIELD FOR ABOUT 0.2 MILE TO THE TOP
 GF0828'OF THE HILL AND THE STATION.
 GF0828'
 GF0828'REFERENCE MARK 1 IS 73 FEET SOUTHEAST OF THE FENCE CORNER AND
 GF0828'1 FOOT SOUTHWEST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 6
 GF0828'INCHES AND THE DISK IS STAMPED BRADSHAW NO 1 1961.
 GF0828'
 GF0828'REFERENCE MARK 2 IS 89 FEET WEST OF THE WITNESS POST AND 76
 GF0828'FEET SOUTHWEST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND
 GF0828'THE DISK IS STAMPED BRADSHAW NO 2 1961.
 GF0828'
 GF0828'THE AZIMUTH MARK IS 82 FEET NORTHEAST OF THE CENTERLINE OF THE
 GF0828'GRADED ROAD, 23 FEET SOUTH OF A WIRE FENCE, 12 FEET EAST OF A
 GF0828'FENCE CORNER, 2 FEET NORTHEAST OF A WIRE FENCE AND 2 FEET
 GF0828'NORTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND
 GF0828'THE DISK IS STAMPED BRADSHAW 1961.
 GF0828'
 GF0828'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GF0828
 GF0828                          STATION RECOVERY (1971)
 GF0828
 GF0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0828'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 GF0828'RECOVERED IN GOOD CONDITION.  THE ANGLE BETWEEN THE REFERENCE MARKS
 GF0828'CHECKED THE OLD DATA.  A DIFFERENCE OF 0.014 METERS LONGER WAS
 GF0828'NOTED IN THE DISTANCE TO REFERENCE MARK 1.  THE DISTANCE TO
 GF0828'REFERENCE MARK 2 CHECKED THE OLD DATA.  DUE TO ROAD CHANGES A NEW
 GF0828'DESCRIPTION FOLLOWS.
 GF0828'
 GF0828'THE STATION IS ABOUT 8 MILES WEST OF ALPENA AND 2-3/4 MILES SOUTH OF
 GF0828'GREEN FOREST, IN THE WEST HALF OF SECTION 21, T. 19 N., R. 23 W., ON
 GF0828'THE SUMMIT OF A BRUSH COVERED HILL THAT HAS SEVERAL SMALL ANTENNAS
 GF0828'AND ON PROPERTY OF WALTER COMBS, PHONE NUMBER 438-6147, GREEN
 GF0828'FOREST.
 GF0828'
 GF0828'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 62 AND STATE
 GF0828'HIGHWAY 103 ABOUT 1 MILE WEST OF GREEN FOREST, GO SOUTH ON STATE
 GF0828'HIGHWAY 103 FOR 3.0 MILES TO A SIDE ROAD LEFT AT THE TOP OF A HILL.
 GF0828'TURN SHARP LEFT AND GO NORTHEAST AND SOUTHEAST ON GRAVELED ROAD
 GF0828'FOR 1.25 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GF0828'SOUTHEAST ON GRAVELED ROAD FOR 0.1 MILE TO A GATE AND SIDE ROAD
 GF0828'ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE AND GO NORTHEAST
 GF0828'ON TRACK ROAD FOR 0.15 MILE TO THE TOP OF HILL, A SMALL CONCRETE
 GF0828'BUILDING AND THE STATION.
 GF0828'
 GF0828'STATION MARK IS A STANDARD DISK, STAMPED BRADSHAW 1961, SET IN THE
 GF0828'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 GF0828'GROUND SURFACE.  IT IS 63.0 FEET NORTHEAST OF THE NORTHWEST CORNER
 GF0828'OF A SMALL CONCRETE BUILDING, 57.0 FEET EAST OF AN ANTENNA WITH A
 GF0828'CONCRETE BASE, 13.0 FEET SOUTH OF POWER LINE POLE NUMBER
 GF0828'P34802153 AND 11.2 FEET SOUTHWEST OF A WITNESS POST.
 GF0828'
 GF0828'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRADSHAW NO 1 1961, SET
 GF0828'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 GF0828'INCHES ABOVE THE GROUND.  IT IS 72.5 FEET NORTH-NORTHEAST OF THE
 GF0828'ANTENNA WITH A CONCRETE BASE, 57.5 FEET SOUTH OF A FENCE CORNER,
 GF0828'2.0 FEET SOUTHWEST OF A FENCE AND ABOUT 1 FOOT HIGHER THAN THE
 GF0828'STATION.
 GF0828'
 GF0828'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRADSHAW NO 2 1961, SET
 GF0828'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH
 GF0828'THE GROUND SURFACE.  IT IS 89.5 FEET WEST OF THE WITNESS POST, 68.8
 GF0828'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SMALL CONCRETE
 GF0828'BUILDING, 28.5 FEET SOUTHWEST OF THE ANTENNA WITH A CONCRETE BASE AND
 GF0828'ABOUT 1 FOOT LOWER THAN THE STATION.
 GF0828'
 GF0828'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRADSHAW 1961, SET IN THE
 GF0828'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 3 INCHES
 GF0828'ABOVE THE GROUND.  IT IS 80.0 FEET NORTHEAST OF THE CENTER OF A
 GF0828'GRAVELED ROAD, 40.0 FEET SOUTHEAST OF A 4-WAY FENCE JUNCTION, 2.0
 GF0828'FEET NORTHEAST OF A FENCE AND 1.9 FEET NORTH OF A WITNESS
 GF0828'POST.
 GF0828'
 GF0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES SOUTH
 GF0828'OF GREEN FOREST.
 GF0828
 GF0828                          STATION RECOVERY (1987)
 GF0828
 GF0828'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0828'RECOVERED IN GOOD CONDITION.
 GF0828
 GF0828                          STATION RECOVERY (2005)
 GF0828
 GF0828'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GF0828'RM 1 IS THE ONLY MARK RECOVERED. THE STATIONS AREA HAS BEEN EXCAVATED
 GF0828'AND THE STATION APPEARS TO HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1410 ***********************************************************************
 DL1410  DESIGNATION -  BRAGG RESET
 DL1410  PID         -  DL1410
 DL1410  STATE/COUNTY-  AR/OUACHITA
 DL1410  USGS QUAD   -  CAMDEN SW (1985)
 DL1410
 DL1410                         *CURRENT SURVEY CONTROL
 DL1410  ___________________________________________________________________
 DL1410* NAD 83(1997)-  33 33 27.74980(N)    092 59 02.20009(W)     ADJUSTED  
 DL1410* NAVD 88     -        76.80   (+/-2cm)     252.0    (feet)  VERTCON   
 DL1410  ___________________________________________________________________
 DL1410  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DL1410  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL1410
 DL1410  HORZ ORDER  -  THIRD
 DL1410  VERT ORDER  -  THIRD ? (See Below)
 DL1410
 DL1410.The horizontal coordinates were established by classical geodetic methods
 DL1410.and adjusted by the National Geodetic Survey in September 1999..
 DL1410
 DL1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1410.The vertical order pertains to the NGVD 29 superseded value.
 DL1410
 DL1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1410
 DL1410.The geoid height was determined by GEOID03.
 DL1410
 DL1410;                    North         East     Units Scale Factor Converg.
 DL1410;SPC AR S     -   499,266.976   308,635.806   MT  0.99995285   -0 33 02.5
 DL1410;SPC AR S     - 1,638,011.74  1,012,582.64   sFT  0.99995285   -0 33 02.5
 DL1410;UTM  15      - 3,713,117.426   501,490.334   MT  0.99960003   +0 00 32.0
 DL1410
 DL1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1410!SPC AR S     -   0.99999208  x   0.99995285  =   0.99994493
 DL1410!UTM  15      -   0.99999208  x   0.99960003  =   0.99959212
 DL1410
 DL1410|---------------------------------------------------------------------|
 DL1410| PID    Reference Object                     Distance      Geod. Az  |
 DL1410|                                                           dddmmss.s |
 DL1410| CY5318 BRAGG RM 1                           24.412 METERS 01823     |
 DL1410| DL1411 ECORE                               APPROX. 8.9 KM 0531107.1 |
 DL1410| CY5317 BRAGG AZ MK                                        1062742.3 |
 DL1410| DL1375 LOOKOUT TOWER 93 AFC                APPROX. 7.7 KM 1673207.8 |
 DL1410| CY5320 BRAGG RM 3                           25.316 METERS 28143     |
 DL1410| CY5319 BRAGG RM 2                           25.456 METERS 28806     |
 DL1410|---------------------------------------------------------------------|
 DL1410
 DL1410                          SUPERSEDED SURVEY CONTROL
 DL1410
 DL1410  NAD 83(1997)-  33 33 27.75859(N)    092 59 02.19249(W) AD(       ) 3
 DL1410  NAD 83(1986)-  33 33 27.76110(N)    092 59 02.19192(W) AD(       ) 3
 DL1410  NAD 27      -  33 33 27.34800(N)    092 59 01.59900(W) AD(       ) 3
 DL1410  NGVD 29 (07/19/86)   76.82   (m)          252.0    (f) LEVELING    3  
 DL1410
 DL1410.Superseded values are not recommended for survey control.
 DL1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1410.See file dsdata.txt to determine how the superseded data were derived.
 DL1410
 DL1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0149013117(NAD 83)
 DL1410_MARKER: DS = TRIANGULATION STATION DISK
 DL1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1410
 DL1410  HISTORY     - Date     Condition        Report By
 DL1410  HISTORY     - 1950     MONUMENTED       CGS
 DL1410  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DL1410  HISTORY     - 1964     GOOD             CGS
 DL1410
 DL1410                          STATION DESCRIPTION
 DL1410
 DL1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1410'THE STATION IS LOCATED ABOUT 9.0 MILES WEST AND 2.25 MILES
 DL1410'SOUTH OF CAMDEN AND 5.0 MILES NORTH AND 2.0 MILES WEST OF
 DL1410'BUENA VISTA.  IT IS 38.0 FEET SOUTH OF STATE HIGHWAY NO. 4,
 DL1410'37.0 FEET EAST OF ROAD AND 3.5 FEET WEST OF WITNESS POST.
 DL1410'IT IS STAMPED BRAGG 1950 AND PROJECTS 3 INCHES.
 DL1410'
 DL1410'REFERENCE MARK NO. 1 IS 40.0 FEET NORTH OF STATE HIGHWAY
 DL1410'NO. 4, 27.0 FEET WEST OF ROAD AND 3.5 FEET EAST OF POWER LINE
 DL1410'POLE.  IT IS STAMPED BRAGG NO 1 1950 AND PROJECTS 4 INCHES.
 DL1410'
 DL1410'REFERENCE MARK NO. 2 IS 46.0 FEET WEST OF ROAD AND 31.5 FEET
 DL1410'SOUTH OF STATE HIGHWAY NO. 4.  IT IS STAMPED BRAGG NO 2 1950
 DL1410'AND PROJECTS 3 INCHES.
 DL1410'
 DL1410'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 116.1 FEET.
 DL1410'
 DL1410'THE AZIMUTH MARK IS 42.0 FEET WEST OF TRACK ROAD UNDER POWER
 DL1410'LINE, 32.0 FEET NORTH OF STATE HIGHWAY NO. 4 AND 1.5 FEET
 DL1410'WEST OF WITNESS POST.  IT IS STAMPED BRAGG 1950 AND PROJECTS
 DL1410'4 INCHES.
 DL1410'
 DL1410'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 79
 DL1410'AND STATE HIGHWAY NO. 4 IN CAMDEN, GO NORTH AND WEST ON
 DL1410'STATE HIGHWAY NO. 4 FOR 2.5 MILES TO JUNCTION WITH STATE
 DL1410'HIGHWAY NO. 24, CONTINUE WEST ON STATE HIGHWAY NO. 4 FOR
 DL1410'7.0 MILES TO TRACK ROAD UNDER POWER LINE AND AZIMUTH MARK AS
 DL1410'DESCRIBED, CONTINUE ON STATE HIGHWAY NO. 4 FOR 0.4 MILES
 DL1410'TO CROSSROADS AND STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 DL1410'
 DL1410'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1410
 DL1410                          STATION RECOVERY (1960)
 DL1410
 DL1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 DL1410'THE STATION WAS VISITED 5-25-60 AND THE STATION SURFACE MARK
 DL1410'WAS FOUND UPROOTED AND LYING ON THE TOP OF THE GROUND, THE
 DL1410'STATION UNDERGROUND MARK WAS FOUND IN GOOD CONDITION, THE
 DL1410'SURFACE MARK WAS REPLACED AT THIS DATE.  THE AZIMUTH MARK WAS
 DL1410'FOUND DESTROYED AT THIS DATE, AND THE DISK RECLAMED.  REFERENCE
 DL1410'MARK NO. 2 WAS FOUND DESTROYED.  REFERENCE MARK NO. 1 WAS
 DL1410'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS ESTABLISHED
 DL1410'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DL1410'
 DL1410'THE STATION IS LOCATED 9.0 MILES WEST-SOUTHWEST OF CAMDEN,
 DL1410'5 MILES WEST-NORTHWEST OF BUENA VISTA AND 11 MILES NORTHEAST
 DL1410'OF STEPHENS, ON THE RIGHT-OF-WAY OF STATE HIGHWAY NO. 4, IN
 DL1410'THE SOUTHEAST ANGLE OF A CROSSROAD,(A NORTH SOUTH GRAVELED
 DL1410'ROAD.)IT IS 37 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 DL1410'4, 44 FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED
 DL1410'ROAD, 80 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER AND 1
 DL1410'FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 DL1410'STAMPED BRAGG1950 1960, PROJECTING 6 INCHES.
 DL1410'
 DL1410'REFERENCE MARK NO. 1 IS 80.09 FEET NORTH OF THE STATION,
 DL1410'43.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET
 DL1410'EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, AND 2
 DL1410'FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER.  IT IS
 DL1410'A STANDARD DISK, STAMPED BRAGG NO 1 1950, PROJECTING 2 INCHES
 DL1410'
 DL1410'REFERENCE MARK NO. 3 IS 83.06 FEET WEST OF THE STATION, 46
 DL1410'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 40 FEET WEST OF THE
 DL1410'CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 5 FEET SOUTH OF
 DL1410'TWO 12-INCH OAK TREES, AND 1 FOOT SOUTH OF A METAL WITNESS
 DL1410'POST.  IT IS A STANDARD DISK, STAMPED BRAGG NO 3, 1950 1960,
 DL1410'PROJECTING 6 INCHES.
 DL1410'
 DL1410'TO REACH THE STATION FROM CAMDEN GO WEST ON STATE HIGHWAY
 DL1410'24 FOR 2.5 MILES TO THE JUNCTION WITH STATE HIGHWAY 24, KEEP
 DL1410'LEFT AND GO WEST ON STATE HIGHWAY 4 FOR 7.1 MILES TO A CROSS
 DL1410'ROAD AND THE MARK IN THE SOUTHEAST ANGLE.
 DL1410
 DL1410                          STATION RECOVERY (1964)
 DL1410
 DL1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1410'THE STATION, R.M. NO. 1 AND R.M. NO. 3 WERE RECOVERED AND
 DL1410'FOUND IN GOOD CONDITION.  R.M. NO. 1 RECOVERED TO NORTH OF
 DL1410'STATION, ABOUT 24 FEET EAST OF CENTERLINE OF NORTH-SOUTH
 DL1410'ROAD AND 1-3/4 FEET EAST OF A POWERLINE POLE.  R.M. NO. 3 WAS
 DL1410'RECOVERED ABOUT 45 FEET SOUTH OF CENTERLINE OF HIGHWAY AND 36
 DL1410'FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  THIS MARK WAS
 DL1410'STAMPED BRAGG NO 3 1950 1960.
 DL1410'
 DL1410'THE AZIMUTH MARK WAS NOT RECOVERED BUT THIS MARK MAY HAVE
 DL1410'BEEN RESET WHEN THE REFERENCE MARK WAS RESET.  THE 1960 RECOVERY
 DL1410'NOTE WAS NOT AVAILABLE AT TIME OF RECOVERY.
 DL1410'
 DL1410'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1410'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1934 ***********************************************************************
 FF1934  DESIGNATION -  BRANCH
 FF1934  PID         -  FF1934
 FF1934  STATE/COUNTY-  AR/MISSISSIPPI
 FF1934  USGS QUAD   -  PECAN POINT (1970)
 FF1934
 FF1934                         *CURRENT SURVEY CONTROL
 FF1934  ___________________________________________________________________
 FF1934* NAD 83(1997)-  35 27 41.12571(N)    090 01 29.33489(W)     ADJUSTED  
 FF1934* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 FF1934  ___________________________________________________________________
 FF1934  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 FF1934  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF1934
 FF1934  HORZ ORDER  -  FIRST
 FF1934
 FF1934.The horizontal coordinates were established by classical geodetic methods
 FF1934.and adjusted by the National Geodetic Survey in September 1999..
 FF1934
 FF1934.The orthometric height was scaled from a topographic map.
 FF1934
 FF1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1934
 FF1934.The geoid height was determined by GEOID03.
 FF1934
 FF1934;                    North         East     Units Scale Factor Converg.
 FF1934;SPC AR N     -   126,949.950   579,269.851   MT  0.99993822   +1 08 57.7
 FF1934;SPC AR N     -   416,501.63  1,900,487.84   sFT  0.99993822   +1 08 57.7
 FF1934;SPC TN       -   132,672.100   234,770.595   MT  0.99996942   -2 21 22.6
 FF1934;SPC TN       -   435,275.05    770,243.19   sFT  0.99996942   -2 21 22.6
 FF1934;UTM  15      - 3,928,284.225   769,997.657   MT  1.00049846   +1 43 37.6
 FF1934;UTM  16      - 3,928,421.209   225,497.015   MT  1.00052869   -1 45 21.4
 FF1934
 FF1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1934!SPC AR N     -   0.99999332  x   0.99993822  =   0.99993154
 FF1934!SPC TN       -   0.99999332  x   0.99996942  =   0.99996274
 FF1934!UTM  15      -   0.99999332  x   1.00049846  =   1.00049178
 FF1934!UTM  16      -   0.99999332  x   1.00052869  =   1.00052201
 FF1934
 FF1934                          SUPERSEDED SURVEY CONTROL
 FF1934
 FF1934  NAD 83(1997)-  35 27 41.12580(N)    090 01 29.33482(W) AD(       ) 1
 FF1934  NAD 83(1986)-  35 27 41.13727(N)    090 01 29.33587(W) AD(       ) 1
 FF1934  NAD 27      -  35 27 40.83800(N)    090 01 29.01500(W) AD(       ) 1
 FF1934
 FF1934.Superseded values are not recommended for survey control.
 FF1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1934.See file dsdata.txt to determine how the superseded data were derived.
 FF1934
 FF1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6999828284(NAD 83)
 FF1934_MARKER: DS = TRIANGULATION STATION DISK
 FF1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1934+STABILITY: SURFACE MOTION
 FF1934
 FF1934  HISTORY     - Date     Condition        Report By
 FF1934  HISTORY     - 1929     MONUMENTED       CGS
 FF1934  HISTORY     - 1935     GOOD             CGS
 FF1934  HISTORY     - 1969     MARK NOT FOUND   USGS
 FF1934
 FF1934                          STATION DESCRIPTION
 FF1934
 FF1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FF1934'STATION IS 48.9 FEET SOUTHWEST OF SOUTHWEST CORNER OF FIRST
 FF1934'HOUSE FROM LEVEE, AND 127 FEET WEST OF CENTER LINE OF ROAD.
 FF1934'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FF1934'IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 FF1934'REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON EAST SIDE
 FF1934'OF ROAD AND 136.9 FEET FROM STATION, S 84 DEG 25 MIN E.
 FF1934'NO. 2 IS ON EAST SIDE OF ROAD, APPROXIMATELY 600 FEET FROM
 FF1934'STATION, S 00 DEG 02 MIN E.  STATION P.B.M. 55/3
 FF1934'(M.R.C.) (SEE DESCRIPTION THEREOF) IS 106.6 FEET FROM STATION,
 FF1934'N 85 DEG 34 MIN 44 SEC W.
 FF1934
 FF1934                          STATION RECOVERY (1935)
 FF1934
 FF1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FF1934'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND TO
 FF1934'BE IN GOOD CONDITION.  THIS MARK IS ABOUT 7 MILES E OF JOINER.
 FF1934'ORIGINAL DESCRIPTION ADEQUATE.
 FF1934
 FF1934                          STATION RECOVERY (1969)
 FF1934
 FF1934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FAH)
 FF1934'IN CULTIVATED FIELD PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1660 ***********************************************************************
 FG1660  DESIGNATION -  BRANDENBURG MT
 FG1660  PID         -  FG1660
 FG1660  STATE/COUNTY-  AR/IZARD
 FG1660  USGS QUAD   -  SYLAMORE (1975)
 FG1660
 FG1660                         *CURRENT SURVEY CONTROL
 FG1660  ___________________________________________________________________
 FG1660* NAD 83(1997)-  35 59 05.00151(N)    092 02 44.71966(W)     ADJUSTED  
 FG1660* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 FG1660  ___________________________________________________________________
 FG1660  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 FG1660  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FG1660
 FG1660  HORZ ORDER  -  SECOND
 FG1660
 FG1660.The horizontal coordinates were established by classical geodetic methods
 FG1660.and adjusted by the National Geodetic Survey in September 1999..
 FG1660
 FG1660.The orthometric height was scaled from a topographic map.
 FG1660
 FG1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1660
 FG1660.The geoid height was determined by GEOID03.
 FG1660
 FG1660;                    North         East     Units Scale Factor Converg.
 FG1660;SPC AR N     -   183,211.451   395,873.887   MT  0.99996030   -0 01 35.9
 FG1660;SPC AR N     -   601,086.24  1,298,796.24   sFT  0.99996030   -0 01 35.9
 FG1660;UTM  15      - 3,982,674.891   586,021.619   MT  0.99969118   +0 33 38.6
 FG1660
 FG1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1660!SPC AR N     -   0.99995177  x   0.99996030  =   0.99991207
 FG1660!UTM  15      -   0.99995177  x   0.99969118  =   0.99964296
 FG1660
 FG1660|---------------------------------------------------------------------|
 FG1660| PID    Reference Object                     Distance      Geod. Az  |
 FG1660|                                                           dddmmss.s |
 FG1660| CI1227 BRANDENBURG MT RM 1                   6.483 METERS 03340     |
 FG1660| FG1662 IRON MOUNTAIN LOOKOUT TOWER         APPROX.14.1 KM 1692058.7 |
 FG1660| CI1228 BRANDENBURG MT RM 2                   5.212 METERS 30728     |
 FG1660|---------------------------------------------------------------------|
 FG1660
 FG1660                          SUPERSEDED SURVEY CONTROL
 FG1660
 FG1660  NAD 83(1986)-  35 59 05.01398(N)    092 02 44.71914(W) AD(       ) 2
 FG1660  NAD 27      -  35 59 04.75300(N)    092 02 44.17300(W) AD(       ) 2
 FG1660
 FG1660.Superseded values are not recommended for survey control.
 FG1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1660.See file dsdata.txt to determine how the superseded data were derived.
 FG1660
 FG1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8602282675(NAD 83)
 FG1660_MARKER: DD = SURVEY DISK
 FG1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1660
 FG1660  HISTORY     - Date     Condition        Report By
 FG1660  HISTORY     - 1953     MONUMENTED       USE
 FG1660
 FG1660                          STATION DESCRIPTION
 FG1660
 FG1660'DESCRIBED BY US ENGINEERS 1953 (JCM)
 FG1660'THE STATION IS ABOUT 5-3/4 MILES WEST AND 5 MILES SOUTH OF
 FG1660'MELBOURNE, 5 MILES NORTHEAST OF SYLAMORE, IN THE NORTHEAST
 FG1660'1/4 OF SECTION 3, T 15 N, R 10 W, ON LAND OWNED BY E.C. REIMBOLD,
 FG1660'WHO LIVES ABOUT 1/2 MILE SOUTHEAST OF THE STATION.  IT IS 10 FEET
 FG1660'NORTHWEST OF BLAZED 8 INCH ASH TREE AND 8 FEET NORTH OF A 6 INCH
 FG1660'BLAZED ASH TREE.
 FG1660'
 FG1660'TO REACH THE STATION FROM THE COURTHOUSE IN MELBOURNE, GO
 FG1660'WEST AND SOUTHWESTERLY ON STATE HIGHWAY 9 FOR 11.8 MILES TO
 FG1660'A CHURCH ON THE LEFT, CONTINUE ON THE HIGHWAY FOR 1.35 MILES TO
 FG1660'A PRIVATE ROAD LEADING NORTH AT THE MAIL BOX OF E. C. REIMBOLD,
 FG1660'TURN RIGHT AND GO NORTH 0.25 MILE TO THE HOME OF MR. REIMBOLD,
 FG1660'TURN LEFT AND GO WEST 0.05 MILE ALONG THE SOUTH SIDE OF A FENCE
 FG1660'TO A FENCE CORNER, TURN RIGHT AND GO NORTH 0.05 MILE, TURN
 FG1660'LEFT AND GO WEST 0.2 MILE TO THE TOP OF A RIDGE, TURN RIGHT
 FG1660'AND FOLLOW THE RIDGE NORTH FOR 0.2 MILE TO THE HIGHEST POINT
 FG1660'OF A BRUSHY KNOLL AND THE STATION.
 FG1660'
 FG1660'THE STATION MARK IS A BRASS DISK OF THE UNITED STATES ENGINEER
 FG1660'DEPARTMENT OF LITTLE ROCK SET IN THE TOP OF A 6 BY 6 INCH
 FG1660'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 FG1660'BRANDENBURG MT 1940.
 FG1660'
 FG1660'REFERENCE MARK 1 IS 21 FEET NORTH OF THE 8 INCH ASH TREE.
 FG1660'THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 3 INCH
 FG1660'IRON PIPE THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED BRANDENBURG
 FG1660'MT USED NO 1 1953.
 FG1660'
 FG1660'REFERENCE MARK 2 IS 22 FEET NORTHWEST OF THE 6 INCH ASH TREE.
 FG1660'THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 3 INCH
 FG1660'IRON PIPE THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED
 FG1660'BRANDENBURG MT USED NO 2 1953.
 FG1660'
 FG1660'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1718 ***********************************************************************
 FG1718  DESIGNATION -  BRANNON
 FG1718  PID         -  FG1718
 FG1718  STATE/COUNTY-  AR/FAULKNER
 FG1718  USGS QUAD   -  GUY (1994)
 FG1718
 FG1718                         *CURRENT SURVEY CONTROL
 FG1718  ___________________________________________________________________
 FG1718* NAD 83(1997)-  35 16 29.19833(N)    092 21 43.02451(W)     ADJUSTED  
 FG1718* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 FG1718  ___________________________________________________________________
 FG1718  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 FG1718  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG1718
 FG1718  HORZ ORDER  -  FIRST
 FG1718
 FG1718.The horizontal coordinates were established by classical geodetic methods
 FG1718.and adjusted by the National Geodetic Survey in September 1999..
 FG1718
 FG1718.The orthometric height was scaled from a topographic map.
 FG1718
 FG1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1718
 FG1718.The geoid height was determined by GEOID03.
 FG1718
 FG1718;                    North         East     Units Scale Factor Converg.
 FG1718;SPC AR N     -   104,505.570   367,070.676   MT  0.99995044   -0 12 38.2
 FG1718;SPC AR N     -   342,865.36  1,204,297.71   sFT  0.99995044   -0 12 38.2
 FG1718;UTM  15      - 3,903,702.111   558,028.102   MT  0.99964150   +0 22 06.5
 FG1718
 FG1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1718!SPC AR N     -   0.99997111  x   0.99995044  =   0.99992155
 FG1718!UTM  15      -   0.99997111  x   0.99964150  =   0.99961262
 FG1718
 FG1718:                Primary Azimuth Mark                     Grid Az
 FG1718:SPC AR N     -  POINT PISGAH                             215 02 29.9
 FG1718:UTM  15      -  POINT PISGAH                             214 27 45.2
 FG1718
 FG1718|---------------------------------------------------------------------|
 FG1718| PID    Reference Object                     Distance      Geod. Az  |
 FG1718|                                                           dddmmss.s |
 FG1718| FG1711 POINT PISGAH                        APPROX.20.1 KM 2144951.7 |
 FG1718| CI1233 BRANNON RM 2                         21.777 METERS 23439     |
 FG1718| CI1231 BRANNON AZ MK                                      3330502.1 |
 FG1718| CI1232 BRANNON RM 1                         36.502 METERS 35532     |
 FG1718|---------------------------------------------------------------------|
 FG1718
 FG1718                          SUPERSEDED SURVEY CONTROL
 FG1718
 FG1718  NAD 83(1986)-  35 16 29.21360(N)    092 21 43.01722(W) AD(       ) 1
 FG1718  NAD 27      -  35 16 28.91700(N)    092 21 42.45700(W) AD(       ) 1
 FG1718
 FG1718.Superseded values are not recommended for survey control.
 FG1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1718.See file dsdata.txt to determine how the superseded data were derived.
 FG1718
 FG1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5802803702(NAD 83)
 FG1718_MARKER: DS = TRIANGULATION STATION DISK
 FG1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1718
 FG1718  HISTORY     - Date     Condition        Report By
 FG1718  HISTORY     - 1940     MONUMENTED       CGS
 FG1718  HISTORY     - 1954     GOOD             CGS
 FG1718  HISTORY     - 1967     GOOD             CGS
 FG1718
 FG1718                          STATION DESCRIPTION
 FG1718
 FG1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1718'STATION IS LOCATED ON THE E END OF A LONG PROMINENT RIDGE,
 FG1718'ABOUT 3.0 MILES NNE OF GREENBRIER AND 6 MILES W OF CENTERVILLE.
 FG1718'IT IS ON THE PROPERTY OWNED AND OCCUPIED BY J.M. BRANNON
 FG1718'WHO LIVES 75 PACES W OF THE STATION.  THE MARK IS 6 PACES
 FG1718'E OF THE NE CORNER OF THE BARNYARD AND 7 PACES NW OF THE
 FG1718'NW CORNER OF A SMALL BARN E OF THE BARNYARD.
 FG1718'
 FG1718'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 FG1718'SET IN CONCRETE.
 FG1718'
 FG1718'SURFACE MARK IS SET 12 INCHES BELOW THE SURFACE OF THE GROUND
 FG1718'AND IS STAMPED BRANNON 1940.
 FG1718'
 FG1718'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS STAMPED BRANNON
 FG1718'NO. 1, 1940.  IT IS 20 FEET S OF THE CENTER LINE OF AN E-W
 FG1718'ROAD, IN AN E-W FENCE LINE AND ABOUT 1.5 METERS LOWER THAN
 FG1718'THE STATION.
 FG1718'
 FG1718'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS STAMPED BRANNON
 FG1718'NO. 2, 1940.  IT IS IN THE BARNYARD, AT THE E SIDE OF THE
 FG1718'BARN.
 FG1718'
 FG1718'THE AZIMUTH MARK, A STANDARD DISK WEDGED IN A DRILL HOLE
 FG1718'IN OUTCROPPING BEDROCK, PROJECTS 5 INCHES AND IS STAMPED
 FG1718'BRANNON 1940.  IT IS 0.35 MILE NW OF THE STATION, 10 PACES
 FG1718'E OF THE CENTER LINE OF A N-S ROAD, IN AN E-W FENCE LINE
 FG1718'AND 103 PACES S OF A FARMHOUSE.
 FG1718'
 FG1718'TO REACH THE AZIMUTH MARK GO W FROM THE STATION FOR 0.2
 FG1718'MILE TO A FARM ROAD LEADING N AT A MAIL BOX ON THE RIGHT.
 FG1718'TURN N AND GO 0.2 MILE TO THE MARK ON THE RIGHT.  THERE
 FG1718'IS A WHITE REFERENCE POST 2.5 FEET W OF THE MARK.
 FG1718'
 FG1718'TO REACH THE STATION START AT THE POST OFFICE IN GREENBRIER,
 FG1718'GO N ON STATE HIGHWAY 25 FOR 3.3 MILES TO A FARM ROAD LEADING
 FG1718'E ON THE CREST OF A RIDGE.  TURN RIGHT, (E), AND GO 1.5
 FG1718'MILES TO J.M. BRANNONS FARM AND MARK ON RIGHT.
 FG1718'
 FG1718'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 FG1718
 FG1718                          STATION RECOVERY (1954)
 FG1718
 FG1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1718'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 FG1718'TO BE IN GOOD CONDITION.  DUE TO CHANGES IN THE LOCAL CULTURE
 FG1718'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FG1718'
 FG1718'THE STATION IS ABOUT 6 MILES WEST OF CENTERVILLE, 3 MILES
 FG1718'NORTHEAST OF GREENBRIER, 2 MILES NORTHEAST OF THE JUNCTION
 FG1718'OF U.S. HIGHWAY 65 AND STATE HIGHWAY 25, ON LAND OWNED AND
 FG1718'OCCUPIED BY MR. J.M. BRANNON, 15 FEET NORTHWEST OF A SMALL
 FG1718'CATTLE SHED, 12 FEET WEST OF A WIRE FENCE, 12 FEET WEST
 FG1718'OF A WHITE 4 IN X 4 IN WITNESS POST AND 9 FEET NORTH OF
 FG1718'A WIRE FENCE.
 FG1718'
 FG1718'TO REACH THE STATION FROM THE POST OFFICE IN GREENBRIER,
 FG1718'GO NORTH ON U.S. HIGHWAY 65 FOR 2.05 MILES TO THE JUNCTION
 FG1718'WITH STATE HIGHWAY 25, TURN RIGHT AND GO NORTHEAST ON STATE
 FG1718'HIGHWAY 25 FOR 1.25 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 FG1718'RIGHT AND GO EAST, SOUTH AND EAST FOR 1.1 MILES TO A CROSS
 FG1718'ROAD, (AT THIS POINT THE AZIMUTH MARK MAY BE REACHED BY
 FG1718'TURNING LEFT AND GOING NORTH FOR 0.25 MILE TO THE AZIMUTH
 FG1718'MARK ON THE RIGHT.) CONTINUE EAST FOR 0.15 MILE TO MR.
 FG1718'BRANNONS HOME AND THE STATION MARK ON THE RIGHT.
 FG1718'
 FG1718'THE STATION MARK IS 10 INCHES UNDERGROUND AND THE DISK IS
 FG1718'STAMPED BRANNON 1940.
 FG1718'
 FG1718'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE ROAD AND IN
 FG1718'THE FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 FG1718'IS STAMPED BRANNON NO 1 1940.
 FG1718'
 FG1718'REFERENCE MARK NO. 2 IS 12 FEET NORTHEAST OF A SMALL SHED
 FG1718'AND 6 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 FG1718'AND THE DISK IS STAMPED BRANNON NO 2 1940.
 FG1718'
 FG1718'THE AZIMUTH MARK IS ABOUT 103 PACES SOUTH OF A FARM HOUSE,
 FG1718'20 FEET EAST OF A DIRT ROAD AND 2 FEET SOUTH OF A WHITE
 FG1718'4 IN X 4 IN WITNESS POST.  THE MARK IS 10 INCHES UNDERGROUND
 FG1718'AND THE DISK IS STAMPED BRANNON 1940.
 FG1718'
 FG1718'HEIGHT OF LIGHT ABOVE MARK, 19 METERS.
 FG1718
 FG1718                          STATION RECOVERY (1967)
 FG1718
 FG1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1718'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 FG1718'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 FG1718'FOUND AND MAY STILL BE IN PLACE AS THE MARK IS 10 INCHES
 FG1718'UNDERGROUND.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1718'
 FG1718'STATION IS LOCATED IN THE BARN LOT OF MR. A.W. COPELAND,
 FG1718'ABOUT 6 MILES WEST OF CENTERVILLE AND 3 MILES NORTH-NORTHEAST
 FG1718'OF GREENBRIER.
 FG1718'
 FG1718'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 FG1718'HIGHWAY 25 ABOUT 2 MILES NORTH OF GREENBRIER, GO NORTHEAST
 FG1718'ON STATE HIGHWAY 25 FOR 1.2 MILES TO A SIDE ROAD RIGHT.
 FG1718'TURN RIGHT AND GO EAST, SOUTH AND EAST ON GRADED ROAD FOR
 FG1718'1.0 MILE TO A CROSS ROAD.  CONTINUE AHEAD AND GO EAST ON
 FG1718'GRADED ROAD FOR 0.15 MILE TO THE HOME OF MR. COPELAND ON
 FG1718'THE RIGHT AND STATION.
 FG1718'
 FG1718'STATION MARK IS A STANDARD DISK, STAMPED BRANNON 1940, SET
 FG1718'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST 10 INCHES
 FG1718'BELOW THE GROUND SURFACE.  IT IS 75 PACES EAST OF MR. COPELANDS
 FG1718'HOUSE, 24 FEET NORTHEAST OF THE NORTHEAST CORNER OF A METAL
 FG1718'SHED, 12 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 FG1718'1.2 FEET WEST OF A METAL WITNESS POST AND 0.3 FEET NORTH
 FG1718'OF A FENCE.
 FG1718'
 FG1718'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRANNON NO
 FG1718'1 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1718'PROJECTING 2 INCHES.  IT IS 58 FEET SOUTH OF THE CENTER
 FG1718'OF THE GRADED ROAD, 41 FEET EAST OF A FENCE, 39 FEET SOUTH
 FG1718'OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST AND ABOUT
 FG1718'4 FEET LOWER THAN THE STATION.
 FG1718'
 FG1718'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRANNON NO
 FG1718'2 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1718'PROJECTING 5 INCHES.  IT IS 6 FEET NORTH OF A FENCE, 2 FEET
 FG1718'WEST OF THE WEST EDGE OF A METAL SHED, IN THE OPEN BARN
 FG1718'LOT AND ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1118 ***********************************************************************
 EH1118  DESIGNATION -  BRASFIELD
 EH1118  PID         -  EH1118
 EH1118  STATE/COUNTY-  AR/PRAIRIE
 EH1118  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1118
 EH1118                         *CURRENT SURVEY CONTROL
 EH1118  ___________________________________________________________________
 EH1118* NAD 83(1997)-  34 49 54.24173(N)    091 22 54.38650(W)     ADJUSTED  
 EH1118* NAVD 88     -        58.002  (meters)     190.29   (feet)  POSTED    
 EH1118  ___________________________________________________________________
 EH1118  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 EH1118  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1118  DYNAMIC HT  -          57.950 (meters)     190.12  (feet)  COMP
 EH1118  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 EH1118
 EH1118  HORZ ORDER  -  FIRST
 EH1118  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EH1118
 EH1118.The horizontal coordinates were established by classical geodetic methods
 EH1118.and adjusted by the National Geodetic Survey in September 1999..
 EH1118
 EH1118.The orthometric height was determined by differential leveling
 EH1118.and adjusted by the National Geodetic Survey in 1992..
 EH1118.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EH1118.rate of 1.1 thru 2.0 mm/km.
 EH1118
 EH1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1118
 EH1118.The geoid height was determined by GEOID03.
 EH1118
 EH1118.The dynamic height is computed by dividing the NAVD 88
 EH1118.geopotential number by the normal gravity value computed on the
 EH1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1118.degrees latitude (g = 980.6199 gals.).
 EH1118
 EH1118.The modeled gravity was interpolated from observed gravity values.
 EH1118
 EH1118;                    North         East     Units Scale Factor Converg.
 EH1118;SPC AR S     -   640,313.052   456,552.519   MT  1.00001516   +0 20 45.7
 EH1118;SPC AR S     - 2,100,760.40  1,497,872.72   sFT  1.00001516   +0 20 45.7
 EH1118;SPC AR N     -    55,471.585   456,552.851   MT  1.00002153   +0 21 35.1
 EH1118;SPC AR N     -   181,993.03  1,497,873.81   sFT  1.00002153   +0 21 35.1
 EH1118;UTM  15      - 3,855,576.971   647,974.342   MT  0.99986988   +0 55 28.0
 EH1118
 EH1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1118!SPC AR S     -   0.99999512  x   1.00001516  =   1.00001028
 EH1118!SPC AR N     -   0.99999512  x   1.00002153  =   1.00001665
 EH1118!UTM  15      -   0.99999512  x   0.99986988  =   0.99986500
 EH1118
 EH1118:                Primary Azimuth Mark                     Grid Az
 EH1118:SPC AR S     -  BISCOE RESET                             239 13 40.0
 EH1118:SPC AR N     -  BISCOE RESET                             239 12 50.6
 EH1118:UTM  15      -  BISCOE RESET                             238 38 57.7
 EH1118
 EH1118|---------------------------------------------------------------------|
 EH1118| PID    Reference Object                     Distance      Geod. Az  |
 EH1118|                                                           dddmmss.s |
 EH1118| EH1111 BISCOE RESET                        APPROX. 4.9 KM 2393425.7 |
 EH1118| EH1120 BRASFIELD RM                          7.580 METERS 30333     |
 EH1118|---------------------------------------------------------------------|
 EH1118
 EH1118                          SUPERSEDED SURVEY CONTROL
 EH1118
 EH1118  NAD 83(1986)-  34 49 54.24936(N)    091 22 54.38191(W) AD(       ) 1
 EH1118  NAD 27      -  34 49 53.91040(N)    091 22 53.92131(W) AD(       ) 1
 EH1118  NGVD 29 (??/??/??)   57.946  (m)          190.11   (f) ADJUSTED    1 2
 EH1118
 EH1118.Superseded values are not recommended for survey control.
 EH1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1118.See file dsdata.txt to determine how the superseded data were derived.
 EH1118
 EH1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4797455577(NAD 83)
 EH1118_MARKER: DS = TRIANGULATION STATION DISK
 EH1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1118_STAMPING: BRASFIELD 1916 BM 1920
 EH1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1118+STABILITY: SURFACE MOTION
 EH1118
 EH1118  HISTORY     - Date     Condition        Report By
 EH1118  HISTORY     - 1916     MONUMENTED       CGS
 EH1118  HISTORY     - 1935     GOOD             CGS
 EH1118  HISTORY     - 1951     SEE DESCRIPTION  CGS
 EH1118  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1118  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1118
 EH1118                          STATION DESCRIPTION
 EH1118
 EH1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH1118'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH1118'RAILWAY, AT FIRST CURVE ABOUT 0.2 MILE W OF BRASFIELD RAILWAY
 EH1118'STATION, 23.0 METERS (75 FEET) W OF SEVENTH TELEGRAPH POLE W OF
 EH1118'DEPOT, ON N SIDE OF TRACK 7.02 METERS (23.0 FEET) S OF N
 EH1118'RIGHT-OF-WAY, AND 6.57 METERS (21.6 FEET) N OF N RAIL OF MAIN
 EH1118'TRACK, AT INTERSECTION OF PROLONGATION OF EASTWARD
 EH1118'TANGENT TO CURVE OF N RAIL OF MAIN TRACK AND PROLONGATION OF
 EH1118'WESTWARD TANGENT TO CURVE OF S RAIL, ABOUT 130 METERS
 EH1118'(427 FEET) W OF EASTWARD POINT OF TANGENCY AND 150 METERS (492
 EH1118'FEET) E OF WESTWARD POINT OF TANGENCY.
 EH1118'
 EH1118'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 EH1118'IN CONCRETE.
 EH1118'
 EH1118'A STANDARD REFERENCE DISK SET IN CONCRETE, IS 0.5
 EH1118'METER (1.6 FEET) S OF N RIGHT-OF-WAY FENCE 2.1 METERS (7 FEET)
 EH1118'BELOW AND 7.580 METERS (24.87 FEET) FROM STATION,
 EH1118'N 56 DEG 27 MIN W.
 EH1118'
 EH1118'STATION AND REFERENCE MARKS ARE STAMPED BRASFIELD 1916 B.M.
 EH1118'1920.  ELEVATION OF STATION IS 57.946 METERS (190.111 FEET).
 EH1118
 EH1118                          STATION RECOVERY (1935)
 EH1118
 EH1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH1118'STATION RECOVERED IN GOOD CONDITION, EXCEPT THAT THE STEEP
 EH1118'DIRT SLOPE ON N SIDE HAS BEEN WASHED AWAY.  CONCRETE REINFORCEMENT
 EH1118'HAS BEEN PLACED ON N SIDE TO ADD TO ITS PERMANENCY.
 EH1118'
 EH1118'REFERENCE MARK NO.1 1935, IS A STANDARD BRONZE DISK SET IN A
 EH1118'14- BY 14- BY 30-INCH CONCRETE PIER 44.84 FEET N OF N RAILROAD
 EH1118'RAIL, 10.50 FEET SE OF THE 24TH TELEGRAPH POLE W OF MILEPOST
 EH1118'80, 23.350 METERS (76.58 FEET) FROM STATION,
 EH1118'S 82 DEG 04 MIN 11 SEC W.
 EH1118'
 EH1118'REFERENCE MARK NO.1 IS 18.385 METERS (60.31 FEET) TO REFERENCE
 EH1118'MARK NO.2, N 66 DEG 12 MIN E.
 EH1118'
 EH1118'REFERENCE MARK NO.2,STAMPED BRASFIELD 1916 B.M. 1920, RECOVERED
 EH1118'IN GOOD CONDITION.  IT IS 8 INCHES BELOW GROUND SURFACE, 0.5
 EH1118'METER (1.6 FEET) S OF N RIGHT-OF-WAY FENCE 2.1 METERS (7 FEET)
 EH1118'BELOW AND 7.580 METERS (24.84 FEET) FROM STATION,
 EH1118'N 56 DEG 19 MIN 14 SEC W.
 EH1118
 EH1118                          STATION RECOVERY (1951)
 EH1118
 EH1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 EH1118'STATION WAS RECOVERED.  THE MARK WAS FOUND LYING ALONG THE N
 EH1118'RIGHT-OF-WAY FENCE LINE.  ALL MEASUREMENTS PREVIOUSLY GIVEN
 EH1118'WERE CHECKED AND CONSIDERABLE PRODDING WAS DONE, BUT THE
 EH1118'UNDERGROUND MARK COULD NOT BE LOCATED.
 EH1118'
 EH1118'REFERENCE MARK 1 (1935) WAS FOUND AS DESCRIBED AND IS IN GOOD
 EH1118'CONDITION, ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 EH1118'
 EH1118'REFERENCE MARK 2 (1916-1920 IS ABOUT 8 INCHES BELOW THE
 EH1118'SURFACE OF THE GROUND, 3 FEET N OF THE N RIGHT-OF-WAY FENCE LINE.
 EH1118'
 EH1118'THIS IS A TRAVERSE STATION.
 EH1118
 EH1118                          STATION RECOVERY (1954)
 EH1118
 EH1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH1118'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT MAY HAVE BEEN
 EH1118'WASHED OUT.
 EH1118'
 EH1118'REFERENCE MARK 1 IS 0.2 MI. SW ALONG THE CHICAGO, ROCK ISLAND
 EH1118'AND PACIFIC RAILROAD FROM THE STATION SIGN AT BRASFIELD, 45.5
 EH1118'FT. NW OF THE NW RAIL, 60 FT. SW OF REFERENCE MARK 2, 12 FT. NE
 EH1118'OF A TELEPHONE POLE, AND 1.5 FT. SE OF A FENCE.  A REFERENCE-MARK
 EH1118'DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH1118'THE GROUND, AND STAMPED BRASFIELD RM 1 1916 1920.
 EH1118'
 EH1118'REFERENCE MARK 2 IS 60 FT. NE OF REFERENCE MARK 1, 87 FT. SW
 EH1118'OF THE TWENTY-THIRD POLE SW OF MILEPOST 80, 44 FT. NW OF THE
 EH1118'NW RAIL, 4.3 FT. SE OF A FENCE, AND 2 FT. NE OF A WITNESS POST.
 EH1118'A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1118'IS 1.0 FT. BELOW THE TOP OF THE GROUND, AND STAMPED RM 2 1916
 EH1118'1920.
 EH1118
 EH1118                          STATION RECOVERY (1954)
 EH1118
 EH1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1118'IN BRASFIELD.
 EH1118'ABOUT .25 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 EH1118'FROM THE STATION AT BRASFIELD, ABOUT 75 FEET WEST OF THE SEVENTH POLE
 EH1118'WEST OF THE STATION, ABOUT 492 FEET EAST OF THE WEST POINT OF
 EH1118'TANGENCY, 21.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 23
 EH1118'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD
 EH1118'TRIANGULATION-STATION DISK, STAMPED BRASFIELD 1916 B.M. 1920 AND SET
 EH1118'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1120 ***********************************************************************
 EH1120  DESIGNATION -  BRASFIELD RM
 EH1120  PID         -  EH1120
 EH1120  STATE/COUNTY-  AR/PRAIRIE
 EH1120  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1120
 EH1120                         *CURRENT SURVEY CONTROL
 EH1120  ___________________________________________________________________
 EH1120* NAD 83(1986)-  34 49 53.     (N)    091 22 53.     (W)     SCALED    
 EH1120* NAVD 88     -        55.840  (meters)     183.20   (feet)  ADJUSTED  
 EH1120  ___________________________________________________________________
 EH1120  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1120  DYNAMIC HT  -          55.788 (meters)     183.03  (feet)  COMP
 EH1120  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 EH1120
 EH1120  VERT ORDER  -  FIRST     CLASS II
 EH1120
 EH1120.The horizontal coordinates were scaled from a topographic map and have
 EH1120.an estimated accuracy of +/- 6 seconds.
 EH1120
 EH1120.The orthometric height was determined by differential leveling
 EH1120.and adjusted by the National Geodetic Survey in June 1991..
 EH1120.WARNING-Repeat measurements at this control monument indicate possible
 EH1120.vertical movement.
 EH1120
 EH1120.The geoid height was determined by GEOID03.
 EH1120
 EH1120.The dynamic height is computed by dividing the NAVD 88
 EH1120.geopotential number by the normal gravity value computed on the
 EH1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1120.degrees latitude (g = 980.6199 gals.).
 EH1120
 EH1120.The modeled gravity was interpolated from observed gravity values.
 EH1120
 EH1120;                    North         East    Units  Estimated Accuracy
 EH1120;SPC AR S     -   640,280.      456,590.      MT  (+/- 180 meters Scaled)
 EH1120
 EH1120                          SUPERSEDED SURVEY CONTROL
 EH1120
 EH1120  NGVD 29 (??/??/??)   55.841  (m)          183.21   (f) ADJUSTED    1 2
 EH1120
 EH1120.Superseded values are not recommended for survey control.
 EH1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1120.See file dsdata.txt to determine how the superseded data were derived.
 EH1120
 EH1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU480555(NAD 83)
 EH1120_MARKER: DR = REFERENCE MARK DISK
 EH1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1120_STAMPING: RM 2 1916 1920
 EH1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1120+STABILITY: SURFACE MOTION
 EH1120
 EH1120  HISTORY     - Date     Condition        Report By
 EH1120  HISTORY     - 1916     MONUMENTED       CGS
 EH1120  HISTORY     - 1955     GOOD             CGS
 EH1120
 EH1120                          STATION DESCRIPTION
 EH1120
 EH1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1120'IN BRASFIELD.
 EH1120'AT BRASFIELD, ABOUT 356 YARDS SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND
 EH1120'AND PACIFIC RAILROAD FROM THE STATION SIGN, ABOUT 406 YARDS SOUTHWEST
 EH1120'OF SOUTHWEST END OF RAILROAD BRIDGE OVER CACHE RIVER, 44 1/2 FEET
 EH1120'NORTHWEST OF NORTHWEST RAIL AND ON THE OUTSIDE OF A SLIGHT CURVE IN
 EH1120'TRACK, 4 1/2 FEET SOUTHEAST OF A FENCE LINE, 86 FEET SOUTHWEST OF A
 EH1120'TELEPHONE POLE WITH GUY WIRE, 70 FEET NORTHEAST OF A TELEPHONE POLE
 EH1120'WITH GUY WIRE, 60.3 FEET NORTHEAST OF R.M. NO. 1, 2 FEET NORTHEAST OF
 EH1120'A WHITE WOODEN WITNESS POST, ABOUT 10 FEET BELOW LEVEL OF TRACK AND
 EH1120'SET IN THE TOP OF A CONCRETE POST ABOUT 10 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1119 ***********************************************************************
 EH1119  DESIGNATION -  BRASFIELD RM 1
 EH1119  PID         -  EH1119
 EH1119  STATE/COUNTY-  AR/PRAIRIE
 EH1119  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1119
 EH1119                         *CURRENT SURVEY CONTROL
 EH1119  ___________________________________________________________________
 EH1119* NAD 83(1986)-  34 49 54.     (N)    091 22 54.     (W)     SCALED    
 EH1119* NAVD 88     -        56.162  (meters)     184.26   (feet)  ADJUSTED  
 EH1119  ___________________________________________________________________
 EH1119  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1119  DYNAMIC HT  -          56.109 (meters)     184.08  (feet)  COMP
 EH1119  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 EH1119
 EH1119  VERT ORDER  -  FIRST     CLASS II
 EH1119
 EH1119.The horizontal coordinates were scaled from a topographic map and have
 EH1119.an estimated accuracy of +/- 6 seconds.
 EH1119
 EH1119.The orthometric height was determined by differential leveling
 EH1119.and adjusted by the National Geodetic Survey in June 1991..
 EH1119
 EH1119.The geoid height was determined by GEOID03.
 EH1119
 EH1119.The dynamic height is computed by dividing the NAVD 88
 EH1119.geopotential number by the normal gravity value computed on the
 EH1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1119.degrees latitude (g = 980.6199 gals.).
 EH1119
 EH1119.The modeled gravity was interpolated from observed gravity values.
 EH1119
 EH1119;                    North         East    Units  Estimated Accuracy
 EH1119;SPC AR S     -   640,310.      456,560.      MT  (+/- 180 meters Scaled)
 EH1119
 EH1119                          SUPERSEDED SURVEY CONTROL
 EH1119
 EH1119  NGVD 29 (??/??/??)   56.163  (m)          184.26   (f) ADJUSTED    1 2
 EH1119
 EH1119.Superseded values are not recommended for survey control.
 EH1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1119.See file dsdata.txt to determine how the superseded data were derived.
 EH1119
 EH1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU479555(NAD 83)
 EH1119_MARKER: DR = REFERENCE MARK DISK
 EH1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1119_STAMPING: BRASFIELD RM 1 1916 1920
 EH1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1119+STABILITY: SURFACE MOTION
 EH1119
 EH1119  HISTORY     - Date     Condition        Report By
 EH1119  HISTORY     - 1935     MONUMENTED       CGS
 EH1119  HISTORY     - 1955     GOOD             CGS
 EH1119
 EH1119                          STATION DESCRIPTION
 EH1119
 EH1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1119'IN BRASFIELD.
 EH1119'AT BRASFIELD, ABOUT 376 YARDS SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND
 EH1119'AND PACIFIC RAILROAD FROM THE STATION SIGN, ABOUT 420 YARDS SOUTHWEST
 EH1119'OF SOUTHWEST END OF RAILROAD BRIDGE OVER CACHE RIVER, 46 FEET
 EH1119'NORTHWEST OF NORTHWEST RAIL AND ON OUTSIDE OF A SLIGHT CURVE IN TRACK,
 EH1119'1 1/2 FEET SOUTHEAST OF A FENCE LINE, 11.3 FEET NORTH OF A TELEPHONE
 EH1119'POLE WITH A GUY WIRE, 60.3 FEET SOUTHWEST OF RM NO.2, ABOUT 10 FEET
 EH1119'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1119'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0957 ***********************************************************************
 EH0957  DESIGNATION -  BRAT
 EH0957  PID         -  EH0957
 EH0957  STATE/COUNTY-  AR/ST FRANCIS
 EH0957  USGS QUAD   -  PALESTINE (1984)
 EH0957
 EH0957                         *CURRENT SURVEY CONTROL
 EH0957  ___________________________________________________________________
 EH0957* NAD 83(1986)-  34 58 24.     (N)    090 54 06.     (W)     SCALED    
 EH0957* NAVD 88     -        64.216  (meters)     210.68   (feet)  ADJUSTED  
 EH0957  ___________________________________________________________________
 EH0957  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0957  DYNAMIC HT  -          64.157 (meters)     210.49  (feet)  COMP
 EH0957  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 EH0957
 EH0957  VERT ORDER  -  FIRST     CLASS II
 EH0957
 EH0957.The horizontal coordinates were scaled from a topographic map and have
 EH0957.an estimated accuracy of +/- 6 seconds.
 EH0957
 EH0957.The orthometric height was determined by differential leveling
 EH0957.and adjusted by the National Geodetic Survey in June 1991..
 EH0957
 EH0957.The geoid height was determined by GEOID03.
 EH0957
 EH0957.The dynamic height is computed by dividing the NAVD 88
 EH0957.geopotential number by the normal gravity value computed on the
 EH0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0957.degrees latitude (g = 980.6199 gals.).
 EH0957
 EH0957.The modeled gravity was interpolated from observed gravity values.
 EH0957
 EH0957;                    North         East    Units  Estimated Accuracy
 EH0957;SPC AR N     -    71,560.      500,300.      MT  (+/- 180 meters Scaled)
 EH0957
 EH0957                          SUPERSEDED SURVEY CONTROL
 EH0957
 EH0957  NGVD 29 (??/??/??)   64.208  (m)          210.66   (f) ADJUSTED    1 2
 EH0957
 EH0957.Superseded values are not recommended for survey control.
 EH0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0957.See file dsdata.txt to determine how the superseded data were derived.
 EH0957
 EH0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU915720(NAD 83)
 EH0957_MARKER: DD = SURVEY DISK
 EH0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0957_STAMPING: M-13-51-5 BRAT MEMPHIS DIST 1951
 EH0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0957+STABILITY: SURFACE MOTION
 EH0957
 EH0957  HISTORY     - Date     Condition        Report By
 EH0957  HISTORY     - 1951     MONUMENTED       DOD
 EH0957  HISTORY     - 1955     GOOD             CGS
 EH0957  HISTORY     - 1981     MARK NOT FOUND   USGS
 EH0957
 EH0957                          STATION DESCRIPTION
 EH0957
 EH0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0957'IN PALESTINE.
 EH0957'AT PALESTINE, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 EH0957'47.3 FEET SOUTH OF SOUTH RAIL OF TRACK, 34 FEET SOUTHEAST OF STATION
 EH0957'SIGN, 109 FEET SOUTHEAST OF CENTER OF CROSING OF MAIN TRACK AND A
 EH0957'NORTH-SOUTH STREET, 12 FEET NORTH OF CENTER LINE OF AN EAST-WEST
 EH0957'GRAVEL ROAD PARALLEL TO TRACK, 1 FOOT NORTH OF TELEPHONE POLE NO. H 4,
 EH0957'ABOUT 1 FOOT LOWER THAN LEVEL OF TRACK AND SET IN THE TOP OF A
 EH0957'CONCRETE POST PROJECTING 3 INCHES.
 EH0957
 EH0957                          STATION RECOVERY (1981)
 EH0957
 EH0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 EH0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2003 ***********************************************************************
 FF2003  DESIGNATION -  BRIARK
 FF2003  PID         -  FF2003
 FF2003  STATE/COUNTY-  AR/CRITTENDEN
 FF2003  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF2003
 FF2003                         *CURRENT SURVEY CONTROL
 FF2003  ___________________________________________________________________
 FF2003* NAD 83(1997)-  35 09 45.58392(N)    090 06 58.53819(W)     ADJUSTED  
 FF2003* NAVD 88     -        74.1    (meters)     243.     (feet)  VERTCON   
 FF2003  ___________________________________________________________________
 FF2003  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FF2003  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF2003
 FF2003  HORZ ORDER  -  FIRST
 FF2003
 FF2003.The horizontal coordinates were established by classical geodetic methods
 FF2003.and adjusted by the National Geodetic Survey in September 1999..
 FF2003
 FF2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2003
 FF2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2003
 FF2003.The geoid height was determined by GEOID03.
 FF2003
 FF2003;                    North         East     Units Scale Factor Converg.
 FF2003;SPC AR N     -    93,648.596   571,605.276   MT  0.99996283   +1 05 46.1
 FF2003;SPC AR N     -   307,245.44  1,875,341.64   sFT  0.99996283   +1 05 46.1
 FF2003;SPC TN       -    99,900.360   225,083.585   MT  1.00001656   -2 24 35.4
 FF2003;SPC TN       -   327,756.43    738,461.73   sFT  1.00001656   -2 24 35.4
 FF2003;UTM  15      - 3,894,890.509   762,661.821   MT  1.00045035   +1 39 42.1
 FF2003
 FF2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2003!SPC AR N     -   0.99999265  x   0.99996283  =   0.99995548
 FF2003!SPC TN       -   0.99999265  x   1.00001656  =   1.00000921
 FF2003!UTM  15      -   0.99999265  x   1.00045035  =   1.00044299
 FF2003
 FF2003|---------------------------------------------------------------------|
 FF2003| PID    Reference Object                     Distance      Geod. Az  |
 FF2003|                                                           dddmmss.s |
 FF2003| CI3088 BRIARK RM 1                          28.634 METERS 22521     |
 FF2003| CI3089 BRIARK RM 2                          25.912 METERS 34759     |
 FF2003| FF1065 Q 217                               APPROX. 0.5 KM 3493256.5 |
 FF2003| FF2008 BRIARK AZ MK TPT                    APPROX. 0.5 KM 3493245.4 |
 FF2003| FF2009 BRIARK AZ MK                        APPROX. 0.5 KM 3493217.4 |
 FF2003|---------------------------------------------------------------------|
 FF2003
 FF2003                          SUPERSEDED SURVEY CONTROL
 FF2003
 FF2003  NAD 83(1997)-  35 09 45.58409(N)    090 06 58.53819(W) AD(       ) 1
 FF2003  NAD 83(1997)-  35 09 45.58890(N)    090 06 58.53845(W) AD(       ) 1
 FF2003  NAD 83(1986)-  35 09 45.59451(N)    090 06 58.53893(W) AD(       ) 1
 FF2003  NAD 27      -  35 09 45.26883(N)    090 06 58.20504(W) AD(       ) 1
 FF2003  NGVD 29 (07/19/86)   74.1    (m)          243.     (f) VERT ANG       
 FF2003
 FF2003.Superseded values are not recommended for survey control.
 FF2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2003.See file dsdata.txt to determine how the superseded data were derived.
 FF2003
 FF2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6266294891(NAD 83)
 FF2003_MARKER: DS = TRIANGULATION STATION DISK
 FF2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2003_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF2003
 FF2003  HISTORY     - Date     Condition        Report By
 FF2003  HISTORY     - 1979     MONUMENTED       NGS
 FF2003
 FF2003                          STATION DESCRIPTION
 FF2003
 FF2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2003'THE STATION IS LOCATED ABOUT 9.6 KILOMETERS (6 MI) SOUTHEAST
 FF2003'OF MARION, 0.8 KILOMETER (1/2 MI) NORTH OF INTERSTATE 40
 FF2003'AND ON THE MAIN LEVEE ON THE WEST SIDE OF THE MISSISSIPPI
 FF2003'RIVER.  PERMISSION FOR THE STATION WAS GRANTED BY THE
 FF2003'ST. FRANCIS LEVEE DISTRICT OF ARKANSAS, CHIEF ENGINEER,
 FF2003'MR. BURRELL B. FAIR, P.O. BOX 308, WEST MEMPHIS, AR 72301.
 FF2003'TELEPHONE NUMBER 501-735-1062.
 FF2003'
 FF2003'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77,
 FF2003'MILITARY ROAD AND COUNTY ROAD 27 IN MARION, GO EASTERLY ON
 FF2003'COUNTY ROAD 27 FOR 4.5 MILES (7.2 KM) TO WHERE THE ROAD
 FF2003'CURVES RIGHT AND A SIDE ROAD LEFT.  TURN LEFT AND GO
 FF2003'EASTERLY ON A PAVED ROAD FOR 0.3 MILE (0.4 KM) TO THE END
 FF2003'OF THE PAVEMENT.  CONTINUE AHEAD ON THE DIRT ROAD FOR
 FF2003'0.3 MILE (0.4 KM) TO THE TOP OF THE LEVEE AND A LOCKED GATE
 FF2003'ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO
 FF2003'SOUTHERLY ON THE LEVEE ROAD FOR 1.75 MILES (2.8 KM) TO
 FF2003'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON THE LEVEE
 FF2003'ROAD FOR 0.45 MILE (0.7 KM) TO THE STATION, JUST BEFORE THE
 FF2003'FENCE.
 FF2003'
 FF2003'THE STATION IS A STANDARD NGS DISK
 FF2003'STAMPED---BRIARK 1979---,
 FF2003'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2003'FLUSH WITH GROUND.  IT IS LOCATED
 FF2003'12.1 METERS NORTHEAST FROM A FENCE,
 FF2003'1.92 METERS EAST FROM THE METAL WITNESS POST AND IN THE
 FF2003'APPROXIMATE CENTER OF THE LEVEE.
 FF2003'
 FF2003'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF2003'STAMPED---BRIARK 1979---,
 FF2003'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1 METER BELOW
 FF2003'THE SURFACE.
 FF2003'
 FF2003'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 FF2003'STAMPED---BRIARK NO 1 1979---,
 FF2003'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2003'FLUSH WITH GROUND.  IT IS LOCATED
 FF2003'8.3 METERS NORTH FROM A FENCE CORNER,
 FF2003'4.4 METERS SOUTHWEST FROM THE SOUTH RAIL OF THE RAILROAD TRACK,
 FF2003'3.5 METERS SOUTHEAST FROM THE CENTER OF A LEVEE ACCESS ROAD, AND
 FF2003'0.7 METER SOUTHEAST FROM A METAL WITNESS POST.
 FF2003'MARK IS BELOW STATION 1.0 METER.
 FF2003'
 FF2003'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 FF2003'STAMPED---BRIARK NO 2 1979---,
 FF2003'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2003'FLUSH WITH GROUND.  IT IS LOCATED
 FF2003'4.3 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2003'0.8 METER SOUTH FROM A METAL WITNESS POST.
 FF2003'MARK IS BELOW STATION 0.2 METER.
 FF2003'
 FF2003'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 FF2003'STAMPED---BRIARK 1979---,
 FF2003'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2003'FLUSH WITH GROUND.  IT IS LOCATED
 FF2003'4.9 METERS WEST-SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD,
 FF2003'2.15 METERS NORTH-NORTHEAST FROM A METAL WITNESS POST AND
 FF2003'1.10 METERS NORTH-NORTHEAST FROM MILE POST NUMBER 149/150.
 FF2003'
 FF2003'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 33.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2009 ***********************************************************************
 FF2009  DESIGNATION -  BRIARK AZ MK
 FF2009  PID         -  FF2009
 FF2009  STATE/COUNTY-  AR/CRITTENDEN
 FF2009  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF2009
 FF2009                         *CURRENT SURVEY CONTROL
 FF2009  ___________________________________________________________________
 FF2009* NAD 83(1997)-  35 10 02.23670(N)    090 07 02.28284(W)     ADJUSTED  
 FF2009* NAVD 88     -        73.3    (meters)     240.     (feet)  VERTCON   
 FF2009  ___________________________________________________________________
 FF2009  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FF2009  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF2009
 FF2009  HORZ ORDER  -  SECOND
 FF2009
 FF2009.The horizontal coordinates were established by classical geodetic methods
 FF2009.and adjusted by the National Geodetic Survey in September 1999..
 FF2009
 FF2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2009
 FF2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2009
 FF2009.The geoid height was determined by GEOID03.
 FF2009
 FF2009;                    North         East     Units Scale Factor Converg.
 FF2009;SPC AR N     -    94,159.871   571,500.718   MT  0.99996225   +1 05 43.9
 FF2009;SPC AR N     -   308,922.84  1,874,998.61   sFT  0.99996225   +1 05 43.9
 FF2009;SPC TN       -   100,417.099   225,010.483   MT  1.00001563   -2 24 37.6
 FF2009;SPC TN       -   329,451.77    738,221.89   sFT  1.00001563   -2 24 37.6
 FF2009;UTM  15      - 3,895,400.975   762,552.166   MT  1.00044964   +1 39 40.6
 FF2009
 FF2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2009!SPC AR N     -   0.99999277  x   0.99996225  =   0.99995502
 FF2009!SPC TN       -   0.99999277  x   1.00001563  =   1.00000840
 FF2009!UTM  15      -   0.99999277  x   1.00044964  =   1.00044241
 FF2009
 FF2009                          SUPERSEDED SURVEY CONTROL
 FF2009
 FF2009  NAD 83(1997)-  35 10 02.23686(N)    090 07 02.28284(W) AD(       ) 2
 FF2009  NAD 83(1997)-  35 10 02.24166(N)    090 07 02.28317(W) AD(       ) 2
 FF2009  NAD 83(1986)-  35 10 02.24729(N)    090 07 02.28360(W) AD(       ) 2
 FF2009  NAD 27      -  35 10 01.92197(N)    090 07 01.94963(W) AD(       ) 2
 FF2009  NGVD 29 (07/19/86)   73.3    (m)          240.     (f) VERT ANG       
 FF2009
 FF2009.Superseded values are not recommended for survey control.
 FF2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2009.See file dsdata.txt to determine how the superseded data were derived.
 FF2009
 FF2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6255295401(NAD 83)
 FF2009_MARKER: DZ = AZIMUTH MARK DISK
 FF2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF2009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2009+STABILITY: SURFACE MOTION
 FF2009
 FF2009  HISTORY     - Date     Condition        Report By
 FF2009  HISTORY     - 1979     MONUMENTED       NGS
 FF2009
 FF2009                          STATION DESCRIPTION
 FF2009
 FF2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2009'THE STATION IS LOCATED ABOUT 9.4 KILOMETERS SOUTHEAST OF MARION,
 FF2009'1.4 KILOMETERS NORTH OF INTERSTATE HIGHWAY 40 AND ATOP THE WEST
 FF2009'LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM THE
 FF2009'CHIEF ENGINEER, MR. BURRELL B. FAIR, ST. FRANCIS LEVEE DISTRICT,
 FF2009'P.O. BOX 308, WEST MEMPHIS, AR. 72301. TELEPHONE 501-735-1062.
 FF2009'
 FF2009'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 77, MILITARY
 FF2009'ROAD AND CRITTENDEN COUNTY ROAD 27 IN MARION, GO EASTERLY ON
 FF2009'COUNTY ROAD 27 FOR 7.2 KILOMETERS (4.5 MI.) TO A POINT WHERE THE
 FF2009'ROAD CURVES RIGHT AND A SIDE ROAD LEFT.  TURN LEFT AND GO
 FF2009'EASTERLY ON A PAVED ROAD FOR 0.4 KILOMETER (0.3 MI.) TO THE
 FF2009'END OF PAVEMENT.  CONTINUE AHEAD ON A DIRT ROAD FOR 0.4 KILOMETER
 FF2009'(0.3 MI.) TO THE TOP OF A LEVEE AND A LOCKED GATE ON THE
 FF2009'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHERLY ON A
 FF2009'GRAVEL ROAD ATOP THE LEVEE FOR 2.8 KILOMETERS (1.75 MI.) TO THE
 FF2009'STATION ON THE RIGHT.
 FF2009'
 FF2009'THE STATION IS A STANDARD NGS AZIMUTH DISK
 FF2009'STAMPED---BRIARK 1979---,
 FF2009'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2009'FLUSH WITH GROUND.  IT IS LOCATED
 FF2009'4.9 METERS WEST-SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD,
 FF2009'2.15 METERS NORTH-NORTHEAST FROM A METAL WITNESS POST AND
 FF2009'1.1 METERS NORTH-NORTHEAST FROM MILEPOST 149/150.
 FF2009'
 FF2009'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1076 ***********************************************************************
 DK1076  DESIGNATION -  BRICK GIN BOLT
 DK1076  PID         -  DK1076
 DK1076  STATE/COUNTY-  AR/CHICOT
 DK1076  USGS QUAD   -  LUNA (1970)
 DK1076
 DK1076                         *CURRENT SURVEY CONTROL
 DK1076  ___________________________________________________________________
 DK1076* NAD 83(1986)-  33 24 49.     (N)    091 12 48.     (W)     SCALED    
 DK1076* NAVD 88     -        37.99   (+/-2cm)     124.6    (feet)  VERTCON   
 DK1076  ___________________________________________________________________
 DK1076  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK1076
 DK1076  VERT ORDER  -  ? (See Below)
 DK1076
 DK1076.The horizontal coordinates were scaled from a topographic map and have
 DK1076.an estimated accuracy of +/- 6 seconds.
 DK1076
 DK1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1076.The vertical order pertains to the NGVD 29 superseded value.
 DK1076
 DK1076.The geoid height was determined by GEOID03.
 DK1076
 DK1076;                    North         East    Units  Estimated Accuracy
 DK1076;SPC AR S     -   483,130.      473,170.      MT  (+/- 180 meters Scaled)
 DK1076
 DK1076                          SUPERSEDED SURVEY CONTROL
 DK1076
 DK1076  NGVD 29 (??/??/??)   38.069  (m)          124.90   (f) ADJUSTED    ?  
 DK1076
 DK1076.Superseded values are not recommended for survey control.
 DK1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1076.See file dsdata.txt to determine how the superseded data were derived.
 DK1076
 DK1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS661985(NAD 83)
 DK1076_MARKER: B = BOLT
 DK1076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1076
 DK1076  HISTORY     - Date     Condition        Report By
 DK1076  HISTORY     - UNK      MONUMENTED       DOD
 DK1076  HISTORY     - 1934     GOOD             CGS
 DK1076
 DK1076                          STATION DESCRIPTION
 DK1076
 DK1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1076'2 MI NW FROM LUNA LANDING.
 DK1076'2 MILES NORTHWEST ALONG THE LEVEE FROM LUNA LANDING, CHICOT COUNTY,
 DK1076'ABOUT 3/4 MILE SOUTHWEST OF LINWOOD LANDING, ON THE BELLEVUE
 DK1076'PLANTATION, AT SPANISH MOSS BEND, BACK OF THE UPPER END OF LUNA BAR,
 DK1076'ABOUT 350 FEET WEST OF THE CENTER LINE OF THE LEVEE, OPPOSITE AN
 DK1076'ANGLE, ON THE SOUTH SIDE OF A DITCH NORTH OF A FIELD, 27.6 FEET SOUTH
 DK1076'OF A 16-INCH LOCUST TREE, 24 FEET SOUTHWEST OF A 16-INCH LOCUST TREE,
 DK1076'23.6 FEET NORTH OF A 8-INCH PECAN TREE, 15.1 FEET EAST OF A 7-INCH
 DK1076'PECAN TREE, AND 11.5 FEET SOUTH OF A 16-INCH DOUBLE HACKBERRY TREE. A
 DK1076'COPPER BOLT, SET IN THE TOP OF TILE ABOUT 3 FEET UNDER GROUND, ACCESS
 DK1076'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 DK1076'U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1077 ***********************************************************************
 DK1077  DESIGNATION -  BRICK GIN CAP
 DK1077  PID         -  DK1077
 DK1077  STATE/COUNTY-  AR/CHICOT
 DK1077  USGS QUAD   -  LUNA (1970)
 DK1077
 DK1077                         *CURRENT SURVEY CONTROL
 DK1077  ___________________________________________________________________
 DK1077* NAD 83(1986)-  33 24 49.     (N)    091 12 48.     (W)     SCALED    
 DK1077* NAVD 88     -        39.22   (+/-2cm)     128.7    (feet)  VERTCON   
 DK1077  ___________________________________________________________________
 DK1077  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK1077
 DK1077  VERT ORDER  -  ? (See Below)
 DK1077
 DK1077.The horizontal coordinates were scaled from a topographic map and have
 DK1077.an estimated accuracy of +/- 6 seconds.
 DK1077
 DK1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1077.The vertical order pertains to the NGVD 29 superseded value.
 DK1077
 DK1077.The geoid height was determined by GEOID03.
 DK1077
 DK1077;                    North         East    Units  Estimated Accuracy
 DK1077;SPC AR S     -   483,130.      473,170.      MT  (+/- 180 meters Scaled)
 DK1077
 DK1077                          SUPERSEDED SURVEY CONTROL
 DK1077
 DK1077  NGVD 29 (??/??/??)   39.292  (m)          128.91   (f) ADJUSTED    ?  
 DK1077
 DK1077.Superseded values are not recommended for survey control.
 DK1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1077.See file dsdata.txt to determine how the superseded data were derived.
 DK1077
 DK1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS661985(NAD 83)
 DK1077_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1077_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1077
 DK1077  HISTORY     - Date     Condition        Report By
 DK1077  HISTORY     - UNK      MONUMENTED       DOD
 DK1077  HISTORY     - 1934     GOOD             CGS
 DK1077
 DK1077                          STATION DESCRIPTION
 DK1077
 DK1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1077'2 MI NW FROM LUNA LDG.
 DK1077'B.M. IS A TILE AND PIPE BENCH LOCATED ON THE RIGHT BANK OF MISS.
 DK1077'RIVER, IN CHICOT CO., ARK., ON THE BELLEVUE PLANTATION, IN SPANISH
 DK1077'MOSS BEND, BACK OF UPPER PART OF BAR, ABOUT 3/4 MILE BELOW LINWOOD
 DK1077'LDG., 350 FT. BACK OF CENTER LINE OF LEVEE, OPPOSITE ANGLE IN LEVEE,
 DK1077'ON SOUTH SIDE OF DITCH ALONG NORTH SIDE OF FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2937 ***********************************************************************
 EH2937  DESIGNATION -  BRIDGE
 EH2937  PID         -  EH2937
 EH2937  STATE/COUNTY-  AR/PRAIRIE
 EH2937  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH2937
 EH2937                         *CURRENT SURVEY CONTROL
 EH2937  ___________________________________________________________________
 EH2937* NAD 83(1997)-  34 47 40.48830(N)    091 26 35.58724(W)     ADJUSTED  
 EH2937* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 EH2937  ___________________________________________________________________
 EH2937  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EH2937  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2937
 EH2937  HORZ ORDER  -  FIRST
 EH2937
 EH2937.The horizontal coordinates were established by classical geodetic methods
 EH2937.and adjusted by the National Geodetic Survey in September 1999..
 EH2937
 EH2937.The orthometric height was scaled from a topographic map.
 EH2937
 EH2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2937
 EH2937.The geoid height was determined by GEOID03.
 EH2937
 EH2937;                    North         East     Units Scale Factor Converg.
 EH2937;SPC AR S     -   636,159.082   450,954.316   MT  1.00000634   +0 18 41.9
 EH2937;SPC AR S     - 2,087,131.92  1,479,505.95   sFT  1.00000634   +0 18 41.9
 EH2937;UTM  15      - 3,851,367.408   642,419.141   MT  0.99985000   +0 53 18.6
 EH2937
 EH2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2937!SPC AR S     -   0.99999590  x   1.00000634  =   1.00000224
 EH2937!UTM  15      -   0.99999590  x   0.99985000  =   0.99984590
 EH2937
 EH2937                          SUPERSEDED SURVEY CONTROL
 EH2937
 EH2937  NAD 83(1986)-  34 47 40.49510(N)    091 26 35.58259(W) AD(       ) 1
 EH2937  NAD 27      -  34 47 40.15600(N)    091 26 35.11789(W) AD(       ) 1
 EH2937
 EH2937.Superseded values are not recommended for survey control.
 EH2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2937.See file dsdata.txt to determine how the superseded data were derived.
 EH2937
 EH2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4241951367(NAD 83)
 EH2937_MARKER: N = NAIL
 EH2937_SETTING: 0 = UNSPECIFIED SETTING
 EH2937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2937
 EH2937  HISTORY     - Date     Condition        Report By
 EH2937  HISTORY     - 1916     MONUMENTED       CGS
 EH2937  HISTORY     - 1935     GOOD             CGS
 EH2937  HISTORY     - 1951     SEE DESCRIPTION  CGS
 EH2937
 EH2937                          STATION DESCRIPTION
 EH2937
 EH2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH2937'STATION IS ON TRESTLE WHICH FORMS THE E APPROACH TO STEEL
 EH2937'BRIDGE OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 1 MILE
 EH2937'E OF DE VALLS BLUFF RAILWAY STATION, ON PROLONGATION OF
 EH2937'WESTWARD TANGENT TO CURVE OF S RAIL OF MAIN TRACK, ON S END
 EH2937'OF CAP OF THIRTY-FIRST BENT OF TRESTLE FROM E ABUTMENT OF
 EH2937'BRIDGE, 1.52 METERS (5.0 FEET) S OF S RAIL, AND 0.98 METER
 EH2937'(3.2 FEET) BELOW IT.  MARKED BY A TWENTY-PENNY NAIL IN CENTER
 EH2937'OF TRIANGLE OF EIGHT-PENNY NAILS DRIVEN IN CAP.
 EH2937
 EH2937                          STATION RECOVERY (1935)
 EH2937
 EH2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH2937'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  ON TRESTLE
 EH2937'WHICH FORMS THE W APPROACH TO STEEL BRIDGE OF CHICAGO,
 EH2937'ROCK ISLAND AND PACIFIC RAILROAD, 1 MILE E OF DE VALLS BLUFF
 EH2937'RAILROAD STATION ON PROLONGATION OF EASTWARD TANGENT TO CURVE
 EH2937'OF S RAIL OF MAIN TRACK, ON S END OF CAP OF THE 31ST BENT
 EH2937'OF TRESTLE FROM E ABUTMENT OF BRIDGE, 1.52 METERS (5.0 FEET)
 EH2937'S OF S RAIL AND 0.98 METER (3.2 FEET) BELOW IT.
 EH2937
 EH2937                          STATION RECOVERY (1951)
 EH2937
 EH2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 EH2937'STATION WAS REPORTED LOST OR DESTROYED BY RECENT REPAIR
 EH2937'OF THE BRIDGE, BY THE WATCHMAN.  NO ATTEMPT AT RECOVERY
 EH2937'WAS MADE.  THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1140 ***********************************************************************
 EH1140  DESIGNATION -  BRINKLEY
 EH1140  PID         -  EH1140
 EH1140  STATE/COUNTY-  AR/MONROE
 EH1140  USGS QUAD   -  BRINKLEY (1971)
 EH1140
 EH1140                         *CURRENT SURVEY CONTROL
 EH1140  ___________________________________________________________________
 EH1140* NAD 83(1997)-  34 53 14.54770(N)    091 11 39.77234(W)     ADJUSTED  
 EH1140* NAVD 88     -        63.298  (meters)     207.67   (feet)  ADJUSTED  
 EH1140  ___________________________________________________________________
 EH1140  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 EH1140  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1140  DYNAMIC HT  -          63.240 (meters)     207.48  (feet)  COMP
 EH1140  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 EH1140
 EH1140  HORZ ORDER  -  FIRST
 EH1140  VERT ORDER  -  FIRST     CLASS II
 EH1140
 EH1140.The horizontal coordinates were established by classical geodetic methods
 EH1140.and adjusted by the National Geodetic Survey in September 1999..
 EH1140
 EH1140.The orthometric height was determined by differential leveling
 EH1140.and adjusted by the National Geodetic Survey in June 1991..
 EH1140
 EH1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1140
 EH1140.The geoid height was determined by GEOID03.
 EH1140
 EH1140.The dynamic height is computed by dividing the NAVD 88
 EH1140.geopotential number by the normal gravity value computed on the
 EH1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1140.degrees latitude (g = 980.6199 gals.).
 EH1140
 EH1140.The modeled gravity was interpolated from observed gravity values.
 EH1140
 EH1140;                    North         East     Units Scale Factor Converg.
 EH1140;SPC AR S     -   646,604.859   473,645.478   MT  1.00002915   +0 27 03.2
 EH1140;SPC AR S     - 2,121,402.77  1,553,951.87   sFT  1.00002915   +0 27 03.2
 EH1140;SPC AR N     -    61,768.066   473,643.959   MT  1.00000935   +0 28 07.6
 EH1140;SPC AR N     -   202,650.73  1,553,946.89   sFT  1.00000935   +0 28 07.6
 EH1140;UTM  15      - 3,862,040.777   665,000.666   MT  0.99993555   +1 01 58.7
 EH1140
 EH1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1140!SPC AR S     -   0.99999428  x   1.00002915  =   1.00002343
 EH1140!SPC AR N     -   0.99999428  x   1.00000935  =   1.00000363
 EH1140!UTM  15      -   0.99999428  x   0.99993555  =   0.99992983
 EH1140
 EH1140|---------------------------------------------------------------------|
 EH1140| PID    Reference Object                     Distance      Geod. Az  |
 EH1140|                                                           dddmmss.s |
 EH1140| CY5412 CENTER OF STANDPIPE BRINKLEY                       11816     |
 EH1140| EH1133 EDEN                                APPROX. 3.5 KM 2501552.5 |
 EH1140| EH1141 BRINKLEY RM                          21.140 METERS 35348     |
 EH1140|---------------------------------------------------------------------|
 EH1140
 EH1140                          SUPERSEDED SURVEY CONTROL
 EH1140
 EH1140  NAD 83(1986)-  34 53 14.55527(N)    091 11 39.76892(W) AD(       ) 1
 EH1140  NAD 27      -  34 53 14.21590(N)    091 11 39.31400(W) AD(       ) 1
 EH1140  NGVD 29 (03/18/92)   63.300  (m)          207.68   (f) ADJUSTED    1 2
 EH1140
 EH1140.Superseded values are not recommended for survey control.
 EH1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1140.See file dsdata.txt to determine how the superseded data were derived.
 EH1140
 EH1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6500162041(NAD 83)
 EH1140_MARKER: DS = TRIANGULATION STATION DISK
 EH1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1140_SP_SET: CONCRETE POST
 EH1140_STAMPING: BRINKLEY 1916 1920 BM
 EH1140_MARK LOGO: CGS   
 EH1140_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1140+STABILITY: SURFACE MOTION
 EH1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1140+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003
 EH1140
 EH1140  HISTORY     - Date     Condition        Report By
 EH1140  HISTORY     - 1916     MONUMENTED       CGS
 EH1140  HISTORY     - 1930     GOOD             CGS
 EH1140  HISTORY     - 1935     GOOD             CGS
 EH1140  HISTORY     - 1951     GOOD             CGS
 EH1140  HISTORY     - 1955     GOOD             CGS
 EH1140  HISTORY     - 1955     GOOD             CGS
 EH1140  HISTORY     - 1963     GOOD             CGS
 EH1140  HISTORY     - 1964     GOOD             CGS
 EH1140  HISTORY     - 19920127 GOOD             NGS
 EH1140  HISTORY     - 20030310 GOOD             ARHD
 EH1140
 EH1140                          STATION DESCRIPTION
 EH1140
 EH1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH1140'STATION IS IN TOWN OF BRINKLEY, AT CORNER OF MAIN AND CYPRESS
 EH1140'STREETS, ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH1140'RAILWAY, 5.25 METERS (17.2 FEET) S OF S RAIL OF MAIN TRACK,
 EH1140'AND 3.98 METERS (13.1 FEET) E OF E EDGE OF CEMENT SIDEWALK
 EH1140'ON E SIDE OF MAIN STREET.
 EH1140'
 EH1140'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 EH1140'CONCRETE.
 EH1140'
 EH1140'A STANDARD REFERENCE DISK SET IN CONCRETE, IS 1.5
 EH1140'METERS (5 FEET) E OF E EDGE OF CEMENT SIDEWALK ON E SIDE OF
 EH1140'MAIN STREET, AND 21.144 METERS (69.37 FEET) FROM STATION,
 EH1140'N 06 DEG 12 MIN W.
 EH1140
 EH1140                          STATION RECOVERY (1930)
 EH1140
 EH1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 EH1140'STATION AND REFERENCE MARKS ARE STAMPED BRINKLEY B.M. 1916-1920.
 EH1140'ELEVATION OF STATION IS 63.257 METERS (207.536 FEET).
 EH1140'REFERENCE MARK IS REPORTED DESTROYED.
 EH1140
 EH1140                          STATION RECOVERY (1935)
 EH1140
 EH1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH1140'STATION RECOVERED IN GOOD CONDITION.
 EH1140'
 EH1140'REFERENCE MARK NO.1, 1916, WAS RECOVERED IN GOOD CONDITION,
 EH1140'ALTHOUGH IT WAS REPORTED DESTROYED IN 1930.  IT IS 1.5 METERS
 EH1140'(5 FEET) E OF E EDGE OF CEMENT SIDEWALK, ON E SIDE OF MAIN
 EH1140'STREET, N AND ACROSS RAILROAD FROM STATION, 21.15 METERS
 EH1140'(69.37 FEET) FROM STATION, N 06 DEG 11 MIN 24 SEC W.
 EH1140'THIS REFERENCE IS JUST BELOW GROUND SURFACE AND COVERED WITH
 EH1140'GRASS SOD.
 EH1140'
 EH1140'REFERENCE NO.2, 1935 IS A STANDARD BRONZE DISK SET IN A
 EH1140'14-BY 14-BY 30-INCH CONCRETE PIER, ABOUT 30 FEET S OF RAILROAD
 EH1140'AND 47.7 FEET SW OF A RAILROAD SWITCH-ARM ROD, ABOUT 3 INCHES
 EH1140'ABOVE GROUND SURFACE, AND 16.015 METERS (52.53 FEET) FROM
 EH1140'STATION, N 82 DEG 55 MIN 47 SEC E.  R.M. NO.2 IS 26.335
 EH1140'METERS (86.40 FEET) TO R.M.NO.1, N 43 DEG 40 MIN W.
 EH1140
 EH1140                          STATION RECOVERY (1951)
 EH1140
 EH1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 EH1140'STATION WAS RECOVERED.  STATION MARK AND BOTH REFERENCE MARKS
 EH1140'WERE FOUND AS DESCRIBED AND ARE IN GOOD CONDITION.  THIS IS
 EH1140'A TRAVERSE STATION.
 EH1140
 EH1140                          STATION RECOVERY (1955)
 EH1140
 EH1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CS)
 EH1140'THE STATION IS IN BRINKLEY, AT INTERSECTION OF MAIN AND CYPRESS
 EH1140'STREETS, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 45-1/2
 EH1140'FEET EAST OF EAST CURB OF MAIN STREET, 17-1/2 FEET SOUTHEAST
 EH1140'OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 39-1/2 FEET NORTH OF NORTH
 EH1140'CURB OF CYPRESS STREET, ABOUT 1 FOOT BELOW LEVEL OF TRACK, IN
 EH1140'THE TOP OF A CONCRETE POST PROJECTING 1 INCH AND STAMPED
 EH1140'BRINKLEY 1916 1920 BM
 EH1140
 EH1140                          STATION RECOVERY (1955)
 EH1140
 EH1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1140'IN BRINKLEY.
 EH1140'AT BRINKLEY, ABOUT 0.15 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND
 EH1140'AND PACIFIC RAILROAD FROM THE UNION STATION, AT CROSSING OF MAIN
 EH1140'STREET AND THE C. R.I. AND P. RR, 45 1/2 FEET EAST OF EAST CURB OF
 EH1140'MAIN STREET, 17 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST
 EH1140'TRACK, 39 1/2 FEET NORTH OF NORTH CURB OF CYPRESS STREET, ABOUT 1 FOOT
 EH1140'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1140'1 INCHES.
 EH1140
 EH1140                          STATION RECOVERY (1963)
 EH1140
 EH1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH1140'STATION AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION AS
 EH1140'DESCRIBED.  NO SEARCH WAS MADE FOR REFERENCE MARK NO. 1.
 EH1140
 EH1140                          STATION RECOVERY (1964)
 EH1140
 EH1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 EH1140'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 EH1140'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EH1140
 EH1140                          STATION RECOVERY (1992)
 EH1140
 EH1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH1140'IN BRINKLEY, AT THE INTERSECTION OF MAIN STREET (U.S. HIGHWAY 49) AND
 EH1140'CYPRESS STREET (U.S. HIGHWAY 701), IN THE SOUTHWEST CORNER OF CITY
 EH1140'PARK, 24.7 M (81.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 EH1140'MONUMENT (JUDGE J G THWEATT MEMORIAL), 20.5 M (67.3 FT) NORTH OF THE
 EH1140'CENTERLINE OF CYPRESS STREET, 18.4 M (60.4 FT) EAST OF THE CENTERLINE
 EH1140'OF MAIN STREET, 10.4 M (34.1 FT) NORTHEAST OF A UTILITY POLE WITH A
 EH1140'TRAFFIC SIGNAL CONTROL BOX, 8.5 M (27.9 FT) SOUTH OF THE CENTER OF A
 EH1140'GRAVELED ROAD, 3.8 M (12.5 FT) EAST OF THE EAST EDGE OF A SIDEWALK,
 EH1140'0.3 M (1.0 FT) BELOW THE LEVEL OF MAIN STREET, AND THE MONUMENT IS
 EH1140'FLUSH WITH THE GROUND SURFACE.
 EH1140
 EH1140                          STATION RECOVERY (2003)
 EH1140
 EH1140'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EH1140'LOCATED UNDER BUSHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2902 ***********************************************************************
 EH2902  DESIGNATION -  BRINKLEY ARK RICE MILL DRIER
 EH2902  PID         -  EH2902
 EH2902  STATE/COUNTY-  AR/MONROE
 EH2902  USGS QUAD   -  BRINKLEY (1971)
 EH2902
 EH2902                         *CURRENT SURVEY CONTROL
 EH2902  ___________________________________________________________________
 EH2902* NAD 83(1997)-  34 53 20.47809(N)    091 11 20.34948(W)     ADJUSTED  
 EH2902* NAVD 88     -                                                        
 EH2902  ___________________________________________________________________
 EH2902  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 EH2902  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2902
 EH2902  HORZ ORDER  -  THIRD
 EH2902
 EH2902.The horizontal coordinates were established by classical geodetic methods
 EH2902.and adjusted by the National Geodetic Survey in September 1999..
 EH2902
 EH2902
 EH2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2902
 EH2902.The geoid height was determined by GEOID03.
 EH2902
 EH2902;                    North         East     Units Scale Factor Converg.
 EH2902;SPC AR S     -   646,791.505   474,137.225   MT  1.00002958   +0 27 14.1
 EH2902;SPC AR S     - 2,122,015.13  1,555,565.21   sFT  1.00002958   +0 27 14.1
 EH2902;SPC AR N     -    61,954.863   474,135.637   MT  1.00000901   +0 28 18.9
 EH2902;SPC AR N     -   203,263.58  1,555,560.00   sFT  1.00000901   +0 28 18.9
 EH2902;UTM  15      - 3,862,232.393   665,490.446   MT  0.99993755   +1 02 10.0
 EH2902
 EH2902                          SUPERSEDED SURVEY CONTROL
 EH2902
 EH2902  NAD 83(1986)-  34 53 20.48578(N)    091 11 20.34726(W) AD(       ) 4
 EH2902  NAD 27      -  34 53 20.14600(N)    091 11 19.89700(W) AD(       ) 3
 EH2902
 EH2902.Superseded values are not recommended for survey control.
 EH2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2902.See file dsdata.txt to determine how the superseded data were derived.
 EH2902
 EH2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6549062232(NAD 83)
 EH2902_MARKER: 65 = GRAIN ELEVATOR
 EH2902
 EH2902  HISTORY     - Date     Condition        Report By
 EH2902  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH2902
 EH2902                          STATION DESCRIPTION
 EH2902
 EH2902'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH2902'THE STATION IS IN THE SOUTHEAST PART OF THE BRINKLEY CENTRAL
 EH2902'AREA, ABOUT 2 BLOCKS SOUTH OF US HIGHWAY 70, AND AT THE CORNER
 EH2902'OF ASH AND MEMPHIS STREETS.  IT IS A CORRUGATED ASBESTOS-CONCRETE
 EH2902'COMPOSITION STRUCTURE WITH ONE HEAD HOUSE, ABOUT 85 FEET HIGH.
 EH2902'THE CENTER OF THE HEAD HOUSE WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2907 ***********************************************************************
 EH2907  DESIGNATION -  BRINKLEY MUNICIPAL TANK
 EH2907  PID         -  EH2907
 EH2907  STATE/COUNTY-  AR/MONROE
 EH2907  USGS QUAD   -  BRINKLEY (1971)
 EH2907
 EH2907                         *CURRENT SURVEY CONTROL
 EH2907  ___________________________________________________________________
 EH2907* NAD 83(1997)-  34 53 11.00046(N)    091 11 31.75268(W)     ADJUSTED  
 EH2907* NAVD 88     -                                                        
 EH2907  ___________________________________________________________________
 EH2907  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 EH2907  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2907
 EH2907  HORZ ORDER  -  THIRD
 EH2907
 EH2907.The horizontal coordinates were established by classical geodetic methods
 EH2907.and adjusted by the National Geodetic Survey in September 1999..
 EH2907
 EH2907
 EH2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2907
 EH2907.The geoid height was determined by GEOID03.
 EH2907
 EH2907;                    North         East     Units Scale Factor Converg.
 EH2907;SPC AR S     -   646,497.151   473,849.980   MT  1.00002890   +0 27 07.7
 EH2907;SPC AR S     - 2,121,049.40  1,554,622.81   sFT  1.00002890   +0 27 07.7
 EH2907;SPC AR N     -    61,660.424   473,848.490   MT  1.00000956   +0 28 12.3
 EH2907;SPC AR N     -   202,297.57  1,554,617.92   sFT  1.00000956   +0 28 12.3
 EH2907;UTM  15      - 3,861,935.163   665,206.232   MT  0.99993639   +1 02 03.2
 EH2907
 EH2907                          SUPERSEDED SURVEY CONTROL
 EH2907
 EH2907  NAD 83(1986)-  34 53 11.00801(N)    091 11 31.75059(W) AD(       ) 4
 EH2907  NAD 27      -  34 53 10.66762(N)    091 11 31.29959(W) AD(       ) 3
 EH2907
 EH2907.Superseded values are not recommended for survey control.
 EH2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2907.See file dsdata.txt to determine how the superseded data were derived.
 EH2907
 EH2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6520661935(NAD 83)
 EH2907_MARKER: 51 = TANK
 EH2907
 EH2907  HISTORY     - Date     Condition        Report By
 EH2907  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH2907  HISTORY     - 1965     GOOD             CGS
 EH2907
 EH2907                          STATION DESCRIPTION
 EH2907
 EH2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2907'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2904 ***********************************************************************
 EH2904  DESIGNATION -  BRINKLEY NEW MUNICIPAL TANK
 EH2904  PID         -  EH2904
 EH2904  STATE/COUNTY-  AR/MONROE
 EH2904  USGS QUAD   -  BRINKLEY (1971)
 EH2904
 EH2904                         *CURRENT SURVEY CONTROL
 EH2904  ___________________________________________________________________
 EH2904* NAD 83(1997)-  34 53 40.07044(N)    091 11 16.12473(W)     ADJUSTED  
 EH2904* NAVD 88     -                                                        
 EH2904  ___________________________________________________________________
 EH2904  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 EH2904  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2904
 EH2904  HORZ ORDER  -  THIRD
 EH2904
 EH2904.The horizontal coordinates were established by classical geodetic methods
 EH2904.and adjusted by the National Geodetic Survey in September 1999..
 EH2904
 EH2904
 EH2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2904
 EH2904.The geoid height was determined by GEOID03.
 EH2904
 EH2904;                    North         East     Units Scale Factor Converg.
 EH2904;SPC AR S     -   647,396.118   474,239.709   MT  1.00003100   +0 27 16.5
 EH2904;SPC AR S     - 2,123,998.76  1,555,901.45   sFT  1.00003100   +0 27 16.5
 EH2904;SPC AR N     -    62,559.495   474,237.929   MT  1.00000787   +0 28 21.4
 EH2904;SPC AR N     -   205,247.28  1,555,895.61   sFT  1.00000787   +0 28 21.4
 EH2904;UTM  15      - 3,862,837.960   665,586.772   MT  0.99993794   +1 02 12.9
 EH2904
 EH2904                          SUPERSEDED SURVEY CONTROL
 EH2904
 EH2904  NAD 83(1986)-  34 53 40.07793(N)    091 11 16.12260(W) AD(       ) 4
 EH2904  NAD 27      -  34 53 39.73819(N)    091 11 15.67163(W) AD(       ) 3
 EH2904
 EH2904.Superseded values are not recommended for survey control.
 EH2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2904.See file dsdata.txt to determine how the superseded data were derived.
 EH2904
 EH2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6558762838(NAD 83)
 EH2904_MARKER: 53 = ELEVATED TANK
 EH2904
 EH2904  HISTORY     - Date     Condition        Report By
 EH2904  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2904
 EH2904                          STATION DESCRIPTION
 EH2904
 EH2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2904'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  LOCATED IN
 EH2904'BRINKLEY.  IT IS A 6 LEGGED SELF SUPPORTED STEEL STRUCTURE
 EH2904'PAINTED SILVER.  THE OVERALL HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2901 ***********************************************************************
 EH2901  DESIGNATION -  BRINKLEY RADIO STATION KBJ 60 MAST
 EH2901  PID         -  EH2901
 EH2901  STATE/COUNTY-  AR/MONROE
 EH2901  USGS QUAD   -  KEEVIL (1971)
 EH2901
 EH2901                         *CURRENT SURVEY CONTROL
 EH2901  ___________________________________________________________________
 EH2901* NAD 83(1997)-  34 49 00.08369(N)    091 11 17.44464(W)     ADJUSTED  
 EH2901* NAVD 88     -                                                        
 EH2901  ___________________________________________________________________
 EH2901  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 EH2901  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2901
 EH2901  HORZ ORDER  -  THIRD
 EH2901
 EH2901.The horizontal coordinates were established by classical geodetic methods
 EH2901.and adjusted by the National Geodetic Survey in September 1999..
 EH2901
 EH2901
 EH2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2901
 EH2901.The geoid height was determined by GEOID03.
 EH2901
 EH2901;                    North         East     Units Scale Factor Converg.
 EH2901;SPC AR S     -   638,767.844   474,274.620   MT  1.00001154   +0 27 15.7
 EH2901;SPC AR S     - 2,095,690.83  1,556,015.98   sFT  1.00001154   +0 27 15.7
 EH2901;SPC AR N     -    53,931.274   474,275.555   MT  1.00002498   +0 28 20.6
 EH2901;SPC AR N     -   176,939.52  1,556,019.05   sFT  1.00002498   +0 28 20.6
 EH2901;UTM  15      - 3,854,211.199   665,709.214   MT  0.99993845   +1 02 04.9
 EH2901
 EH2901                          SUPERSEDED SURVEY CONTROL
 EH2901
 EH2901  NAD 83(1986)-  34 49 00.09118(N)    091 11 17.44156(W) AD(       ) 4
 EH2901  NAD 27      -  34 48 59.74702(N)    091 11 16.99121(W) AD(       ) 3
 EH2901
 EH2901.Superseded values are not recommended for survey control.
 EH2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2901.See file dsdata.txt to determine how the superseded data were derived.
 EH2901
 EH2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6570954211(NAD 83)
 EH2901_MARKER: 42 = RADIO/TV MAST
 EH2901
 EH2901  HISTORY     - Date     Condition        Report By
 EH2901  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2901  HISTORY     - 1970     GOOD             CGS
 EH2901  HISTORY     - 1973     GOOD             CGS
 EH2901
 EH2901                          STATION DESCRIPTION
 EH2901
 EH2901'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2901'THE STATION IS THE LIGHT NEAR THE CENTER OF THE TOP OF THE
 EH2901'MAST, LOCATED 4 MILES SOUTH OF BRINKLEY ALONG THE EAST SIDE
 EH2901'OF U.S. HIGHWAY 49.
 EH2901'
 EH2901'IT IS A GUYED STEEL MAST PAINTED IN ALTERNATE SECTIONS OF
 EH2901'INTERNATIONAL ORANGE AND WHITE.  THE OVER-ALL HEIGHT OF THE
 EH2901'MAST IS 200 FEET.  IT IS OWNED AND OPERATED BY THE ARKANSAS
 EH2901'POWER AND LIGHT COMPANY.
 EH2901'
 EH2901'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 EH2901'AND 49 ONE MILE SOUTHWEST OF BRINKLEY, GO SOUTHEAST AND SOUTH
 EH2901'ON HIGHWAY 49 FOR 3.5 MILES TO A CROSSROAD.  CONTINUE SOUTH
 EH2901'ON HIGHWAY 49 FOR 0.5 MILE TO A WIRE GATE ON THE LEFT AND THE
 EH2901'MAST ON THE LEFT, ABOUT 125 FEET NORTHEAST OF THE CENTER LINE
 EH2901'OF HIGHWAY 49 AT THE NORTHWEST SIDE OF A SMALL TRANSMITTER
 EH2901'BUILDING.
 EH2901
 EH2901                          STATION RECOVERY (1970)
 EH2901
 EH2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 EH2901'MAST WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EH2901'
 EH2901'ROUTE DESCRIPTION ADEQUATE.
 EH2901
 EH2901                          STATION RECOVERY (1973)
 EH2901
 EH2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1973
 EH2901'THE RADIO MAST WAS USED DURING OBSERVATIONS, AND WAS RECOVERED IN
 EH2901'GOOD CONDITION.
 EH2901'
 EH2901'ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1141 ***********************************************************************
 EH1141  DESIGNATION -  BRINKLEY RM
 EH1141  PID         -  EH1141
 EH1141  STATE/COUNTY-  AR/MONROE
 EH1141  USGS QUAD   -  BRINKLEY (1971)
 EH1141
 EH1141                         *CURRENT SURVEY CONTROL
 EH1141  ___________________________________________________________________
 EH1141* NAD 83(1986)-  34 53 14.     (N)    091 11 39.     (W)     SCALED    
 EH1141* NAVD 88     -        62.858  (meters)     206.23   (feet)  ADJUSTED  
 EH1141  ___________________________________________________________________
 EH1141  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1141  DYNAMIC HT  -          62.800 (meters)     206.04  (feet)  COMP
 EH1141  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 EH1141
 EH1141  VERT ORDER  -  FIRST     CLASS II
 EH1141
 EH1141.The horizontal coordinates were scaled from a topographic map and have
 EH1141.an estimated accuracy of +/- 6 seconds.
 EH1141
 EH1141.The orthometric height was determined by differential leveling
 EH1141.and adjusted by the National Geodetic Survey in June 1991..
 EH1141
 EH1141.The geoid height was determined by GEOID03.
 EH1141
 EH1141.The dynamic height is computed by dividing the NAVD 88
 EH1141.geopotential number by the normal gravity value computed on the
 EH1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1141.degrees latitude (g = 980.6199 gals.).
 EH1141
 EH1141.The modeled gravity was interpolated from observed gravity values.
 EH1141
 EH1141;                    North         East    Units  Estimated Accuracy
 EH1141;SPC AR S     -   646,590.      473,670.      MT  (+/- 180 meters Scaled)
 EH1141
 EH1141                          SUPERSEDED SURVEY CONTROL
 EH1141
 EH1141  NGVD 29 (??/??/??)   62.860  (m)          206.23   (f) ADJUSTED    1 2
 EH1141
 EH1141.Superseded values are not recommended for survey control.
 EH1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1141.See file dsdata.txt to determine how the superseded data were derived.
 EH1141
 EH1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU650620(NAD 83)
 EH1141_MARKER: DR = REFERENCE MARK DISK
 EH1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1141_STAMPING: BRINKLEY RM 1 1916 1920 BM
 EH1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1141+STABILITY: SURFACE MOTION
 EH1141
 EH1141  HISTORY     - Date     Condition        Report By
 EH1141  HISTORY     - 1916     MONUMENTED       CGS
 EH1141  HISTORY     - 1955     GOOD             CGS
 EH1141  HISTORY     - 19920127 MARK NOT FOUND   NGS
 EH1141
 EH1141                          STATION DESCRIPTION
 EH1141
 EH1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1141'IN BRINKLEY.
 EH1141'AT BRINKLEY, ABOUT 0.15 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND
 EH1141'AND PACIFIC RAILROAD FROM THE UNION STATION, AT CROSSING OF TRACK AND
 EH1141'MAIN STREET, 37 FEET EAST OF EAST CURB OF MAIN STREET, 4.6 FEET EAST
 EH1141'OF EAST EDGE OF A SIDE WALK, 29 FEET NORTHWEST OF NORTHWEST RAIL, 69
 EH1141'FEET NORTH AND ACROSS TRACK FROM THE STATION MARK, 9.3 FEET NORTHWEST
 EH1141'OF SOUTHWEST END OF A STEEL FENCE, 11 FEET EAST AND ACROSS SIDE WALK
 EH1141'FROM A 24-INCH OAK TREE, ABOUT LEVEL WITH SIDE WALK AND SET IN THE TOP
 EH1141'OF A CONCRETE POST ABOUT 1 INCH UNDERGROUND.
 EH1141
 EH1141                          STATION RECOVERY (1992)
 EH1141
 EH1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH1141'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1142 ***********************************************************************
 EH1142  DESIGNATION -  BRINKLEY RM 2
 EH1142  PID         -  EH1142
 EH1142  STATE/COUNTY-  AR/MONROE
 EH1142  USGS QUAD   -  BRINKLEY (1971)
 EH1142
 EH1142                         *CURRENT SURVEY CONTROL
 EH1142  ___________________________________________________________________
 EH1142* NAD 83(1986)-  34 53 13.     (N)    091 11 38.     (W)     SCALED    
 EH1142* NAVD 88     -        62.969  (meters)     206.59   (feet)  ADJUSTED  
 EH1142  ___________________________________________________________________
 EH1142  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1142  DYNAMIC HT  -          62.911 (meters)     206.40  (feet)  COMP
 EH1142  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 EH1142
 EH1142  VERT ORDER  -  FIRST     CLASS II
 EH1142
 EH1142.The horizontal coordinates were scaled from a topographic map and have
 EH1142.an estimated accuracy of +/- 6 seconds.
 EH1142
 EH1142.The orthometric height was determined by differential leveling
 EH1142.and adjusted by the National Geodetic Survey in February 1997..
 EH1142
 EH1142.The geoid height was determined by GEOID03.
 EH1142
 EH1142.The dynamic height is computed by dividing the NAVD 88
 EH1142.geopotential number by the normal gravity value computed on the
 EH1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1142.degrees latitude (g = 980.6199 gals.).
 EH1142
 EH1142.The modeled gravity was interpolated from observed gravity values.
 EH1142
 EH1142;                    North         East    Units  Estimated Accuracy
 EH1142;SPC AR S     -   646,560.      473,690.      MT  (+/- 180 meters Scaled)
 EH1142
 EH1142                          SUPERSEDED SURVEY CONTROL
 EH1142
 EH1142  NAVD 88 (06/15/91)   62.962  (m)          206.57   (f) UNKNOWN     1 2
 EH1142  NGVD 29 (03/18/92)   62.971  (m)          206.60   (f) ADJUSTED    1 2
 EH1142
 EH1142.Superseded values are not recommended for survey control.
 EH1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1142.See file dsdata.txt to determine how the superseded data were derived.
 EH1142
 EH1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU650619(NAD 83)
 EH1142_MARKER: DR = REFERENCE MARK DISK
 EH1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1142_SP_SET: CONCRETE POST
 EH1142_STAMPING: BRINKLEY RM 2 1916 1920
 EH1142_MARK LOGO: CGS   
 EH1142_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1142+STABILITY: SURFACE MOTION
 EH1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1142+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1992
 EH1142
 EH1142  HISTORY     - Date     Condition        Report By
 EH1142  HISTORY     - 1935     MONUMENTED       CGS
 EH1142  HISTORY     - 1955     GOOD             CGS
 EH1142  HISTORY     - 19920127 GOOD             NGS
 EH1142  HISTORY     - 20030310 GOOD             ARHD
 EH1142
 EH1142                          STATION DESCRIPTION
 EH1142
 EH1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1142'IN BRINKLEY.
 EH1142'AT BRINKLEY, ABOUT 0.15 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND
 EH1142'AND PACIFIC RAILROAD FROM THE UNION STATION, AT CROSSING OF MAIN
 EH1142'STREET AND THE TRACK, 29 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST
 EH1142'TRACK, 97 1/2 FEET EAST OF EAST CURB OF MAIN STREET, 47 FEET NORTH OF
 EH1142'NORTH CURB OF CYPRESS STREET, 52.5 FEET EAST OF STATION MARK, ABOUT 2
 EH1142'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 EH1142'PROJECTING 3 INCHES.
 EH1142
 EH1142                          STATION RECOVERY (1992)
 EH1142
 EH1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH1142'IN BRINKLEY AT THE INTERSECTION OF MAIN (U.S. HIGHWAY 49) AND CYPRESS
 EH1142'STREETS (U.S. HIGHWAY 70), AT THE SOUTHWEST CORNER OF CITY PARK, 34.4
 EH1142'M (112.9 FT) EAST OF THE CENTERLINE OF MAIN STREET, 20.4 M (66.9 FT)
 EH1142'NORTH OF THE CENTERLINE OF CYPRESS STREET, 16.0 M (52.5 FT) EAST OF
 EH1142'TRIANGULATION STATION BRINKLEY, 12.9 M (42.3 FT) NORTHWEST OF THE
 EH1142'NORTHWEST CORNER OF A MONUMENT (JUDGE J G THWEATT MEMORIAL), 10.8 M
 EH1142'(35.4 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT)
 EH1142'BELOW THE LEVEL OF CYPRESS STREET, AND THE MONUMENT PROJECTS 0.04 M
 EH1142'(0.13 FT) ABOVE THE GROUND SURFACE.
 EH1142
 EH1142                          STATION RECOVERY (2003)
 EH1142
 EH1142'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EH1142'RECOVERED AS DESCRIBED
 EH1142' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2906 ***********************************************************************
 EH2906  DESIGNATION -  BRINKLEY SOUTHERN COMP CO TANK
 EH2906  PID         -  EH2906
 EH2906  STATE/COUNTY-  AR/MONROE
 EH2906  USGS QUAD   -  BRINKLEY (1971)
 EH2906
 EH2906                         *CURRENT SURVEY CONTROL
 EH2906  ___________________________________________________________________
 EH2906* NAD 83(1997)-  34 53 41.06618(N)    091 11 25.57016(W)     ADJUSTED  
 EH2906* NAVD 88     -                                                        
 EH2906  ___________________________________________________________________
 EH2906  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 EH2906  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2906
 EH2906  HORZ ORDER  -  THIRD
 EH2906
 EH2906.The horizontal coordinates were established by classical geodetic methods
 EH2906.and adjusted by the National Geodetic Survey in September 1999..
 EH2906
 EH2906
 EH2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2906
 EH2906.The geoid height was determined by GEOID03.
 EH2906
 EH2906;                    North         East     Units Scale Factor Converg.
 EH2906;SPC AR S     -   647,424.904   473,999.644   MT  1.00003108   +0 27 11.2
 EH2906;SPC AR S     - 2,124,093.21  1,555,113.83   sFT  1.00003108   +0 27 11.2
 EH2906;SPC AR N     -    62,588.204   473,997.860   MT  1.00000781   +0 28 15.9
 EH2906;SPC AR N     -   205,341.47  1,555,107.98   sFT  1.00000781   +0 28 15.9
 EH2906;UTM  15      - 3,862,864.301   665,346.449   MT  0.99993696   +1 02 07.6
 EH2906
 EH2906                          SUPERSEDED SURVEY CONTROL
 EH2906
 EH2906  NAD 83(1986)-  34 53 41.07369(N)    091 11 25.56802(W) AD(       ) 4
 EH2906  NAD 27      -  34 53 40.73396(N)    091 11 25.11712(W) AD(       ) 3
 EH2906
 EH2906.Superseded values are not recommended for survey control.
 EH2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2906.See file dsdata.txt to determine how the superseded data were derived.
 EH2906
 EH2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6534662864(NAD 83)
 EH2906_MARKER: 51 = TANK
 EH2906
 EH2906  HISTORY     - Date     Condition        Report By
 EH2906  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH2906  HISTORY     - 1965     GOOD             CGS
 EH2906
 EH2906                          STATION DESCRIPTION
 EH2906
 EH2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2906'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3106 ***********************************************************************
 EH3106  FBN         -  This is a Federal Base Network Control Station.
 EH3106  PACS        -  This is a Primary Airport Control Station.
 EH3106  DESIGNATION -  BRINKLEYPORT
 EH3106  PID         -  EH3106
 EH3106  STATE/COUNTY-  AR/MONROE
 EH3106  USGS QUAD   -  BRINKLEY (1971)
 EH3106
 EH3106                         *CURRENT SURVEY CONTROL
 EH3106  ___________________________________________________________________
 EH3106* NAD 83(1997)-  34 53 01.55709(N)    091 10 29.00810(W)     ADJUSTED  
 EH3106* NAVD 88     -        57.251  (meters)     187.83   (feet)  ADJUSTED  
 EH3106  ___________________________________________________________________
 EH3106  X           -    -107,382.859 (meters)                     COMP
 EH3106  Y           -  -5,236,736.439 (meters)                     COMP
 EH3106  Z           -   3,627,313.869 (meters)                     COMP
 EH3106  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 EH3106  ELLIP HEIGHT-          30.40  (meters)          (07/20/01) GPS OBS
 EH3106  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH3106  DYNAMIC HT  -          57.198 (meters)     187.66  (feet)  COMP
 EH3106  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 EH3106
 EH3106  HORZ ORDER  -  A
 EH3106  VERT ORDER  -  FIRST     CLASS II
 EH3106  ELLP ORDER  -  FOURTH    CLASS I
 EH3106
 EH3106.This mark is at Frank Federer Mem Airport (M36)
 EH3106
 EH3106.The horizontal coordinates were established by GPS observations
 EH3106.and adjusted by the National Geodetic Survey in July 1992..
 EH3106
 EH3106.The orthometric height was determined by differential leveling
 EH3106.and adjusted by the National Geodetic Survey in February 1997..
 EH3106
 EH3106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3106
 EH3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3106
 EH3106.The ellipsoidal height was determined by GPS observations
 EH3106.and is referenced to NAD 83.
 EH3106
 EH3106.The geoid height was determined by GEOID03.
 EH3106
 EH3106.The dynamic height is computed by dividing the NAVD 88
 EH3106.geopotential number by the normal gravity value computed on the
 EH3106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3106.degrees latitude (g = 980.6199 gals.).
 EH3106
 EH3106.The modeled gravity was interpolated from observed gravity values.
 EH3106
 EH3106;                    North         East     Units Scale Factor Converg.
 EH3106;SPC AR S     -   646,218.852   475,445.583   MT  1.00002822   +0 27 42.8
 EH3106;SPC AR S     - 2,120,136.35  1,559,857.72   sFT  1.00002822   +0 27 42.8
 EH3106;SPC AR N     -    61,382.636   475,444.152   MT  1.00001011   +0 28 48.8
 EH3106;SPC AR N     -   201,386.20  1,559,853.02   sFT  1.00001011   +0 28 48.8
 EH3106;UTM  15      - 3,861,673.113   666,804.439   MT  0.99994293   +1 02 38.9
 EH3106
 EH3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3106!SPC AR S     -   0.99999523  x   1.00002822  =   1.00002345
 EH3106!SPC AR N     -   0.99999523  x   1.00001011  =   1.00000534
 EH3106!UTM  15      -   0.99999523  x   0.99994293  =   0.99993816
 EH3106
 EH3106:                Primary Azimuth Mark                     Grid Az
 EH3106:SPC AR S     -  BRINKLEYPORT AZ MK                       205 42 34.0
 EH3106:SPC AR N     -  BRINKLEYPORT AZ MK                       205 41 28.0
 EH3106:UTM  15      -  BRINKLEYPORT AZ MK                       205 07 37.9
 EH3106
 EH3106|---------------------------------------------------------------------|
 EH3106| PID    Reference Object                     Distance      Geod. Az  |
 EH3106|                                                           dddmmss.s |
 EH3106| EH3107 BRINKLEYPORT AZ MK                  APPROX. 0.9 KM 2061016.8 |
 EH3106|---------------------------------------------------------------------|
 EH3106
 EH3106                          SUPERSEDED SURVEY CONTROL
 EH3106
 EH3106  ELLIP H (12/21/93)   30.43   (m)                       GP(       ) 4 1
 EH3106  ELLIP H (07/31/92)   30.43   (m)                       GP(       ) 1 1
 EH3106  NAD 83(1986)-  34 53 01.56567(N)    091 10 29.00256(W) AD(       ) 1
 EH3106  NAVD 88 (05/17/96)   57.25   (m)          187.8    (f) LEVELING    3  
 EH3106  NGVD 29 (03/18/92)   57.252  (m)          187.83   (f) ADJUSTED    1 2
 EH3106
 EH3106.Superseded values are not recommended for survey control.
 EH3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3106.See file dsdata.txt to determine how the superseded data were derived.
 EH3106
 EH3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6680461673(NAD 83)
 EH3106_MARKER: I = METAL ROD
 EH3106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3106_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3106_STAMPING: BRINKLEYPORT 1987
 EH3106_MARK LOGO: NGS   
 EH3106_PROJECTION: RECESSED 25 CENTIMETERS
 EH3106_MAGNETIC: I = MARKER IS A STEEL ROD
 EH3106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3106+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2000
 EH3106_ROD/PIPE-DEPTH: 3.5  meters
 EH3106_SLEEVE-DEPTH  : 1 meters
 EH3106
 EH3106  HISTORY     - Date     Condition        Report By
 EH3106  HISTORY     - 1987     MONUMENTED       NGS
 EH3106  HISTORY     - 1987     GOOD             NGS
 EH3106  HISTORY     - 19890601 GOOD             NGS
 EH3106  HISTORY     - 19900321 GOOD             NGS
 EH3106  HISTORY     - 19910312 GOOD             NGS
 EH3106  HISTORY     - 19920127 GOOD             NGS
 EH3106  HISTORY     - 19931012 GOOD             NGS
 EH3106  HISTORY     - 19940309 GOOD
 EH3106  HISTORY     - 19950706 GOOD             NGS
 EH3106  HISTORY     - 19970212 GOOD             NGS
 EH3106  HISTORY     - 19970220 GOOD             NGS
 EH3106  HISTORY     - 20000124 GOOD             NGS
 EH3106
 EH3106                          STATION DESCRIPTION
 EH3106
 EH3106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DCF)
 EH3106'THE STATION IS ABOUT 1.61 KM (1.0 MI) EAST OF BRINKLEY, 6.44 KM
 EH3106'(4.0 MI) WEST OF WHEATLEY AND 4.83 KM (3.0 MI) SOUTHEAST OF THE
 EH3106'EXIT FOR U.S. HIGHWAY 49 OFF OF INTERSTATE 40 AT THE FRANK
 EH3106'FEDERER MEMORIAL AIRPORT OWNERSHIP CITY OF BRINKLEY MANAGER
 EH3106'R.F. THOMPSON 233 WEST CEDAR STREET BRINKLEY, ARKANSAS
 EH3106'(501) 734-1382 OR (501) 734-1033.
 EH3106'
 EH3106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S.
 EH3106'HIGHWAY 70 (EAST).  GO EAST ON U.S. HIGHWAY 70 FOR 1.61 KM
 EH3106'(1.0 MI) TO AIRPORT AVE. ON RIGHT. TURN RIGHT AND GO TO HANGER
 EH3106'(0.1 MI) CONTINUE ALONG TAXIWAY FOR (0.2 MI) TO THE JUNCTION OF
 EH3106'ANOTHER TAXIWAY AND END OF RUNWAY AND STATION ON THE RIGHT.
 EH3106'
 EH3106'THE STATION IS A THREE DIMENSIONAL MARK DRIVEN TO THE DEPTH OF
 EH3106'3.50 METERS STAMPED--- BRINKLEYPORT 1987 --- SET FLUSH
 EH3106'WITH THE GROUND.
 EH3106'
 EH3106'27.35 METERS (89.7 FT) WEST OF CENTERLINE OF THE RUNWAY, 14.15
 EH3106'METERS (46.3 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY, 17.35
 EH3106'METERS (56.9 FT) WEST OF THE FIRST RUNWAY LIGHT SOUTH OF THE
 EH3106'END OF RUNWAY 20, (WEST EDGE), 0.30 METERS (1.0 FT) NORTH OF
 EH3106'A FIBERGLASS WITNESS POST.
 EH3106
 EH3106                          STATION RECOVERY (1987)
 EH3106
 EH3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EH3106'RECOVERED IN GOOD CONDITION.
 EH3106
 EH3106                          STATION RECOVERY (1989)
 EH3106
 EH3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EH3106'STATION IS LOCATED ABOUT 19.8 KM (12.3 MI) NORTHWEST OF MORO, 7.6 KM
 EH3106'(4.7 MI) SOUTHWEST OF WHEATLEY, AND 1.8 KM (1.1 MI) EAST OF BRINKLEY.
 EH3106'AT THE BRINKLEY FRANK FEDERER MEMORIAL AIRPORT. OWNERSHIP--CITY OF
 EH3106'BRINKLEY AR 72021.  AIRPORT MANAGER IS R.F. THOMPSON (CITY INSPECTOR)
 EH3106'CITY HALL, BRINKLEY AR 72021.  PHONE IS 501-734-1382 OR HOME 501-734
 EH3106'1471.
 EH3106'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 49 AND 70 IN BRINKLEY.  GO
 EH3106'EAST ON U.S.HIGHWAY 70 FOR 1.78 KM (1.11 MI) TO A GRAVELED ROAD ON
 EH3106'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 EH3106'0.14 KM (0.09 MI) TO AN APRON.  TURN LEFT AND GO SOUTHEAST ACROSS AN
 EH3106'APRON AND SOUTH ON A TAXIWAY FOR 0.51 KM (0.32 MI) TO THE RUNWAY AND
 EH3106'THE STATION ON THE RIGHT.
 EH3106'STATION IS A PUNCH MARK ON TOP OF A 5/8 INCH STAINLESS ROD. INCASED IN
 EH3106'A 5 INCH PVC PIPE.  ACCESS IS THROUGH A 5 INCH LOGO CAP
 EH3106'STAMPED---BRINKLEYPORT 1987.  IT IS 17.65 M (57.91 FT) WEST-NORTHWEST
 EH3106'OF THE NORTHWEST EDGE OF THE RUNWAY, 17.35 M (56.92 FT) NORTHWEST OF
 EH3106'THE FIRST RUNWAY LIGHT SOUTHWEST OF THE NORTHEAST END OF RUNWAY 20,
 EH3106'AND 9.4 M (30.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF A
 EH3106'TAXIWAY.
 EH3106'THE AIRPORT IS UNATTENDED  AND HAS NO OFFICE.
 EH3106'AIRPORT MANAGER IS ONLY IN HIS OFFICE AT CITY HALL ON MONDAY AND
 EH3106'TUESDAY.
 EH3106'THIS MARK WAS USED AS A GPS STATION FOR THE STRAIN NETWORK IN 1987.
 EH3106'DESCRIBED BY E.J.HANSMANN.
 EH3106
 EH3106                          STATION RECOVERY (1990)
 EH3106
 EH3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EH3106'THE STATION IS ABOUT 1.61 KM (1.00 MI) EAST OF BRINKLEY, 6.45 KM
 EH3106'(4.01 MI) WEST OF WHEATLEY AND 4.83 KM (3.00 MI) SOUTHEAST OF THE
 EH3106'EXIT FOR U.S. HIGHWAY 49, OFF OF INTERSTATE HIGHWAY 40, AT THE FRANK
 EH3106'FEDERER MEMORIAL AIRPORT.  OWNERSHIP--CITY OF BRINKLEY, MANAGER R.F.
 EH3106'THOMPSON, 233 WEST CEDAR STREET, BRINKLEY AR.  PHONE 501-734-1382 OR
 EH3106'501-734-1033.
 EH3106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 70
 EH3106'EAST, GO EAST ON HIGHWAY 70 FOR 1.61 KM (1.00 MI) TO AIRPORT AVENUE ON
 EH3106'THE RIGHT.  TURN RIGHT AND GO 0.16 KM (0.10 MI) TO A HANGER ON THE
 EH3106'LEFT. CONTINUE ALONG A TAXIWAY FOR 0.31 KM (0.19 MI) TO THE JUNCTION
 EH3106'OF ANOTHER TAXIWAY AND THE END OF A RUNWAY AND THE STATION ON THE
 EH3106'RIGHT.
 EH3106'THE STATION IS A THREE DIMENSIONAL MARK WITH ACCESS THROUGH A 5 INCH
 EH3106'LOGO CAP SET FLUSH WITH THE GROUND.  LOCATED 27.35 M (89.73 FT) WEST
 EH3106'OF THE CENTER OF THE RUNWAY, 17.55 M (57.58 FT) WEST OF THE FIRST
 EH3106'WHITE RUNWAY LIGHT SOUTH OF THE END OF RUNWAY 20, 14.1 M (46.3 FT)
 EH3106'SOUTH OF THE CENTER OF THE TAXIWAY AND 0.31 M (1.02 FT) EAST OF A
 EH3106'WOODEN MARKER.
 EH3106'DESCRIBED BY T.R. WERNER, TYPED BY HJS.
 EH3106
 EH3106                          STATION RECOVERY (1991)
 EH3106
 EH3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH3106'THE STATION IS LOCATED ABOUT 6.45 KM (4.00 MI) WEST OF WHEATLEY, 4.83
 EH3106'KM (3.00 MI) SOUTHEAST OF EXIT 216 OFF INTERSTATE HIGHWAY 40, 1.61 KM
 EH3106'(1.00 MI) EAST OF BRINKLEY AND AT THE FRANK FEDERER MEMORIAL AIRPORT.
 EH3106'OWNERSHIP--CITY OF BRINKLEY, MANAGER LEWIS DALTON, 233 WEST CEDAR
 EH3106'STREET, BRINKLEY, AR 72021, PHONE 501-734-1950.
 EH3106'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 EH3106'U.S. HIGHWAY 49, EXIT 216, ABOUT 2.4 KM (1.50 MI) NORTH OF DOWNTOWN
 EH3106'BRINKLEY, GO SOUTHERLY ON U.S. HIGHWAY 49 AND STATE HIGHWAY 17 FOR
 EH3106'2.4 KM (1.50 MI) TO THE JUNCTION OF U.S. HIGHWAY 70 EAST.  TURN LEFT
 EH3106'AND GO EASTERLY ON U.S. HIGHWAY 70 FOR 1.6 KM (1.00 MI) TO AIRPORT
 EH3106'AVENUE ON THE RIGHT (BETWEEN A LARGE RED BRICK BUILDING AND A RED
 EH3106'METAL STORAGE SHEDS).  TURN RIGHT AND GO SOUTHERLY ON THE PAVED ROAD
 EH3106'FOR 0.16 KM (0.10 MI) TO A METAL AIRPORT HANGAR ON THE LEFT AND A
 EH3106'TAXIWAY STRAIGHT AHEAD.  CONTINE SOUTHERLY ON THE TAXIWAY FOR 0.32 KM
 EH3106'(0.20 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE NORTH
 EH3106'END OF RUNWAY NUMBER 20.
 EH3106'THE STATION IS LOCATED 27.30 M (89.57 FT) WEST OF THE CENTER OF THE
 EH3106'RUNWAY, 17.37 M (56.99 FT) NORTHWEST OF THE FIRST WHITE RUNWAY LIGHT
 EH3106'SOUTH OF THE END OF THE RUNWAY, 14.0 M (45.9 FT) SOUTH OF THE CENTER
 EH3106'OF THE EAST-WEST TAXIWAY AND RECESSED 0.13 M (0.43 FT) BELOW GROUND
 EH3106'SURFACE.
 EH3106'DESCRIBED BY L.S. KELLY
 EH3106
 EH3106                          STATION RECOVERY (1992)
 EH3106
 EH3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH3106'1.8 MI (2.9 KM) EASTERLY ALONG U.S. HIGHWAY 70 FROM THE JUNCTION OF
 EH3106'U.S. HIGHWAY 49 (MAIN STREET) IN BRINKLEY, THENCE 0.2 MI (0.3 KM)
 EH3106'SOUTHERLY ALONG THE ENTRANCE ROAD TO THE FRANK FEDERER MEMORIAL
 EH3106'AIRPORT, THENCE 0.5 MI (0.8 KM) SOUTHEASTERLY ALONG AN APRON AND
 EH3106'TAXIWAY, 17.7 M (58.1 FT) WEST-NORTHWEST OF THE NORTHWEST EDGE OF A
 EH3106'RUNWAY, 17.4 M (57.1 FT) NORTHWEST OF THE FIRST RUNWAY SOUTHWEST OF
 EH3106'THE NORTHEAST END OF RUNWAY NUMBER 20, AND 9.4 M (30.8 FT) SOUTHWEST
 EH3106'OF THE SOUTHWEST EDGE OF THE TAXIWAY.  NOTE--ACCESS TO THE DATUM
 EH3106'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD DEPTH IS FROM THE 1989
 EH3106'DESCRIPTION.
 EH3106
 EH3106                          STATION RECOVERY (1993)
 EH3106
 EH3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EH3106'THE STATION IS LOCATED ABOUT 6.45 KM (4.00 MI) WEST OF WHEATLEY, 4.83
 EH3106'KM (3.00 MI) SOUTHEAST OF EXIT 216 OFF INTERSTATE HIGHWAY 40, 1.61 KM
 EH3106'(1.00 MI) EAST OF BRINKLEY AND AT THE FRANK FEDERER MEMORIAL AIRPORT.
 EH3106'OWNERSHIP--CITY OF BRINKLEY, MANAGER LEWIS DALTON, 233 WEST CEDAR
 EH3106'STREET, BRINKLEY, AR 72021, PHONE 501-734-1950.
 EH3106'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 EH3106'U.S. HIGHWAY 49 (EXIT 216) ABOUT 2.4 KM (1.50 MI) NORTH OF DOWNTOWN
 EH3106'BRINKLEY, GO SOUTHERLY ON U.S. HIGHWAY 49 AND STATE HIGHWAY 17 FOR
 EH3106'2.4 KM (1.50 MI) TO THE JUNCTION OF U.S. HIGHWAY 70 EAST, TURN LEFT
 EH3106'AND GO EASTERLY ON U.S. HIGHWAY 70 FOR 1.6 KM (1.00 MI) TO AIRPORT
 EH3106'AVENUE ON THE RIGHT (BETWEEN A LARGE RED BRICK BUILDING AND A RED
 EH3106'METAL STORAGE SHEDS), TURN RIGHT AND GO SOUTHERLY ON THE PAVED ROAD
 EH3106'FOR 0.16 KM (0.10 MI) TO A METAL AIRPORT HANGAR ON THE LEFT AND A
 EH3106'TAXIWAY STRAIGHT AHEAD, CONTINE SOUTHERLY ON THE TAXIWAY FOR 0.32 KM
 EH3106'(0.20 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE NORTH
 EH3106'END OF RUNWAY NUMBER 20.
 EH3106'THE STATION IS LOCATED 27.30 M (89.57 FT) WEST OF THE CENTER OF THE
 EH3106'RUNWAY, 17.37 M (56.99 FT) NORTHWEST OF THE FIRST WHITE RUNWAY LIGHT
 EH3106'SOUTH OF THE END OF THE RUNWAY, 14.0 M (45.9 FT) SOUTH OF THE CENTER
 EH3106'OF THE EAST-WEST TAXIWAY AND RECESSED 0.13 M (0.43 FT) BELOW GROUND
 EH3106'SURFACE.
 EH3106'DESCRIBED BY L.S. KELLY
 EH3106
 EH3106                          STATION RECOVERY (1994)
 EH3106
 EH3106'RECOVERED 1994
 EH3106'RECOVERED IN GOOD CONDITION.
 EH3106
 EH3106                          STATION RECOVERY (1995)
 EH3106
 EH3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 EH3106'RECOVERED AS DESCRIBED.
 EH3106
 EH3106                          STATION RECOVERY (1997)
 EH3106
 EH3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EH3106'THE STATION IS LOCATED 6.5 KM (4.05 MI) WEST OF WHEATLEY, 1.6 KM (1.00
 EH3106'MI) EAST OF BRINKLEY, AT THE FRANK FEDERER MEMORIAL AIRPORT, IN THE
 EH3106'NORTHEAST AREA OF THE AIRFIELD, IN THE SOUTHWEST QUADRANT OF THE
 EH3106'JUNCTION OF THE RUNWAY AND A TAXIWAY FROM THE APRON AND OFFICE.
 EH3106'OWNERSHIP--CITY OF BRINKLEY, AIRPORT MANAGER IS LEWIS DALTON, 233 WEST
 EH3106'CEDAR STREET, BRINKLEY AR 72021, PHONE 501-734-1950.  TO REACH THE
 EH3106'STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 EH3106'U.S. HIGHWAY 49 (EXIT 216) ON THE NORTH SIDE OF BRINKLEY, GO SOUTHERLY
 EH3106'ON HIGHWAY 49 FOR 2.4 KM (1.50 MI) TO THE JUNCTION OF U.S. HIGHWAY 70
 EH3106'EAST.  TURN LEFT, EAST ON HIGHWAY 70 FOR 1.6 KM (1.00 MI) TO AIRPORT
 EH3106'AVENUE ON THE RIGHT.  TURN RIGHT, SOUTH ON THE ROAD, PASSING BETWEEN A
 EH3106'LARGE BRICK BUILDING AND A ROW OF RED METAL STORAGE SHEDS, FOR 0.16 KM
 EH3106'(0.10 MI) TO A METAL HANGAR ON THE LEFT AND A TAXIWAY STRAIGHT AHEAD.
 EH3106'CONTINUE AHEAD, SOUTH, THEN SOUTHEAST ALONG THE TAXIWAY FOR 0.32 KM
 EH3106'(0.20 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 EH3106'THE STATION IS A PUNCH HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD
 EH3106'IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 EH3106'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE RECESSED 10 CM BELOW THE
 EH3106'GROUND.  IT IS 27.6 M (90.6 FT) WEST OF THE RUNWAY CENTER, 14.0 M
 EH3106'(45.9 FT) SOUTH OF THE TAXIWAY CENTER, 11.6 M (38.1 FT) WEST-SOUTHWEST
 EH3106'OF THE TAXIWAY LIGHT AT THE JUNCTION OF THE RUNWAY AND TAXIWAY, 6.2 M
 EH3106'(20.3 FT) SOUTH-SOUTHEAST OF THE SECOND TAXIWAY LIGHT FROM THE
 EH3106'JUNCTION AND 0.15 M (0.49 FT) WEST OF A PLASTIC WITNESS POST.
 EH3106'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 EH3106'AIRPORT CONTROL STATION.  THE SLEEVE DEPTH DOES NOT MEET THE
 EH3106'SPECIFICATION FOR A CLASS A ROD MARK.
 EH3106
 EH3106                          STATION RECOVERY (1997)
 EH3106
 EH3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EH3106'RECOVERED AS DESCRIBED.
 EH3106
 EH3106                          STATION RECOVERY (2000)
 EH3106
 EH3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 EH3106'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 EH3106'CONDITION AND AS PREVIOUSLY DESCRIBED.  NOTE THE FOLLOWING CHANGES-
 EH3106'THE AIRPORT MANAGER HAS CHANGED-CONTACT MR.  PAT HARRISON (AIRPORT
 EH3106'MANAGER) .  PHONE-- (870) 734-2545 OR 734-3737.  ALSO NOTE THE
 EH3106'FIBERGLASS WITNESS POST MENTIONED IN THE 1997 DESCRIPTION HAS BEEN
 EH3106'REMOVED AT AIRPORT REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3107 ***********************************************************************
 EH3107  DESIGNATION -  BRINKLEYPORT AZ MK
 EH3107  PID         -  EH3107
 EH3107  STATE/COUNTY-  AR/MONROE
 EH3107  USGS QUAD   -  BRINKLEY (1971)
 EH3107
 EH3107                         *CURRENT SURVEY CONTROL
 EH3107  ___________________________________________________________________
 EH3107* NAD 83(1997)-  34 52 36.11349(N)    091 10 44.18076(W)     ADJUSTED  
 EH3107* NAVD 88     -        58.2    (meters)     191.     (feet)  VERTCON   
 EH3107  ___________________________________________________________________
 EH3107  X           -    -107,777.309 (meters)                     COMP
 EH3107  Y           -  -5,237,177.547 (meters)                     COMP
 EH3107  Z           -   3,626,671.159 (meters)                     COMP
 EH3107  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 EH3107  ELLIP HEIGHT-          31.29  (meters)          (09/24/01) GPS OBS
 EH3107  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH3107
 EH3107  HORZ ORDER  -  FIRST
 EH3107  ELLP ORDER  -  FOURTH    CLASS II
 EH3107
 EH3107.This mark is at Frank Federer Mem Airport (M36)
 EH3107
 EH3107.The horizontal coordinates were established by GPS observations
 EH3107.and adjusted by the National Geodetic Survey in September 1999..
 EH3107
 EH3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3107
 EH3107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3107
 EH3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3107
 EH3107.The ellipsoidal height was determined by GPS observations
 EH3107.and is referenced to NAD 83.
 EH3107
 EH3107.The geoid height was determined by GEOID03.
 EH3107
 EH3107;                    North         East     Units Scale Factor Converg.
 EH3107;SPC AR S     -   645,431.682   475,066.585   MT  1.00002639   +0 27 34.3
 EH3107;SPC AR S     - 2,117,553.78  1,558,614.29   sFT  1.00002639   +0 27 34.3
 EH3107;SPC AR N     -    60,595.358   475,065.410   MT  1.00001162   +0 28 40.0
 EH3107;SPC AR N     -   198,803.27  1,558,610.43   sFT  1.00001162   +0 28 40.0
 EH3107;UTM  15      - 3,860,882.201   666,433.489   MT  0.99994141   +1 02 29.6
 EH3107
 EH3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3107!SPC AR S     -   0.99999509  x   1.00002639  =   1.00002148
 EH3107!SPC AR N     -   0.99999509  x   1.00001162  =   1.00000671
 EH3107!UTM  15      -   0.99999509  x   0.99994141  =   0.99993650
 EH3107
 EH3107:                Primary Azimuth Mark                     Grid Az
 EH3107:SPC AR S     -  BRINKLEYPORT                             025 42 33.8
 EH3107:SPC AR N     -  BRINKLEYPORT                             025 41 28.1
 EH3107:UTM  15      -  BRINKLEYPORT                             025 07 38.5
 EH3107
 EH3107|---------------------------------------------------------------------|
 EH3107| PID    Reference Object                     Distance      Geod. Az  |
 EH3107|                                                           dddmmss.s |
 EH3107| EH3106 BRINKLEYPORT                        APPROX. 0.9 KM 0261008.1 |
 EH3107|---------------------------------------------------------------------|
 EH3107
 EH3107                          SUPERSEDED SURVEY CONTROL
 EH3107
 EH3107  ELLIP H (09/14/99)   31.32   (m)                       GP(       ) 4 1
 EH3107  NAD 83(1997)-  34 52 36.11349(N)    091 10 44.18076(W) AD(       ) 1
 EH3107  NAD 83(1986)-  34 52 36.12207(N)    091 10 44.17522(W) AD(       ) 1
 EH3107  NGVD 29 (11/13/90)   58.2    (m)          191.     (f) GPS OBS        
 EH3107
 EH3107.Superseded values are not recommended for survey control.
 EH3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3107.See file dsdata.txt to determine how the superseded data were derived.
 EH3107
 EH3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6643360882(NAD 83)
 EH3107_MARKER: I = METAL ROD
 EH3107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3107_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3107_STAMPING: BRINKLEYPORT AZ MK 1990
 EH3107_MARK LOGO: NGS   
 EH3107_PROJECTION: FLUSH
 EH3107_MAGNETIC: I = MARKER IS A STEEL ROD
 EH3107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3107+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EH3107_ROD/PIPE-DEPTH: 17.4 meters
 EH3107_SLEEVE-DEPTH  : .93 meters
 EH3107
 EH3107  HISTORY     - Date     Condition        Report By
 EH3107  HISTORY     - 1990     MONUMENTED       NGS
 EH3107
 EH3107                          STATION DESCRIPTION
 EH3107
 EH3107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EH3107'STATION IS LOCATED ABOUT 19.8 KM (12.3 MI) NORTHWEST OF MORO, 7.6 KM
 EH3107'(4.7 MI) SOUTHWEST OF WHEATLEY, AND 1.8 KM (1.1 MI) EAST OF BRINKLEY.
 EH3107'AT THE BRINKLEY FRANK FEDERER MEMORIAL AIRPORT. OWNERSHIP--CITY OF
 EH3107'BRINKLEY AR 72021.  AIRPORT MANAGER IS R.F. THOMPSON (CITY INSPECTOR)
 EH3107'CITY HALL, BRINKLEY, AR 72021.  PHONE IS 501-734-1382 OR HOME 501-734
 EH3107'1471.
 EH3107'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 49 AND 70 IN BRINKLEY.  GO
 EH3107'EAST ON U.S.HIGHWAY 70 FOR 1.78 KM (1.11 MI) TO A GRAVELED ROAD ON
 EH3107'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 EH3107'0.14 KM (0.09 MI) TO AN APRON.  TURN LEFT AND GO SOUTHEAST ACROSS AN
 EH3107'APRON AND SOUTH ON A TAXIWAY FOR 0.51 KM (0.32 MI) TO THE RUNWAY.
 EH3107'TURN RIGHT AND GO SOUTHWEST ON THE RUNWAY FOR 0.92 KM (0.57 MI) TO
 EH3107'THE STATION ON THE RIGHT.
 EH3107'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EH3107'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, 52.5 M
 EH3107'(172.2 FT) SOUTHWEST FROM A RUNWAY LIGHT, 32.8 M (107.6 FT) NORTHWEST
 EH3107'OF THE CENTERLINE OF THE RUNWAY AND 23.8 M (78.1 FT) NORTHWEST OF THE
 EH3107'WEST 1 OF 3 RUNWAY END LIGHTS.
 EH3107'THE AIRPORT IS UNATTENDED AND HAS NO OFFICE.
 EH3107'AIRPORT MANAGER IS ONLY IN HIS OFFICE AT CITY HALL ON MONDAY AND
 EH3107'TUESDAY.
 EH3107'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2888 ***********************************************************************
 EH2888  DESIGNATION -  BRISON
 EH2888  PID         -  EH2888
 EH2888  STATE/COUNTY-  AR/LEE
 EH2888  USGS QUAD   -  MARIANNA (1992)
 EH2888
 EH2888                         *CURRENT SURVEY CONTROL
 EH2888  ___________________________________________________________________
 EH2888* NAD 83(1997)-  34 46 27.83481(N)    090 51 51.00199(W)     ADJUSTED  
 EH2888* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2888  ___________________________________________________________________
 EH2888  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 EH2888  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH2888
 EH2888  HORZ ORDER  -  FIRST
 EH2888
 EH2888.The horizontal coordinates were established by classical geodetic methods
 EH2888.and adjusted by the National Geodetic Survey in September 1999..
 EH2888
 EH2888.The orthometric height was scaled from a topographic map.
 EH2888
 EH2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2888
 EH2888.The geoid height was determined by GEOID03.
 EH2888
 EH2888;                    North         East     Units Scale Factor Converg.
 EH2888;SPC AR S     -   634,358.431   503,969.924   MT  1.00000173   +0 38 08.6
 EH2888;SPC AR S     - 2,081,224.29  1,653,441.33   sFT  1.00000173   +0 38 08.6
 EH2888;UTM  15      - 3,850,103.463   695,447.635   MT  1.00007084   +1 13 06.8
 EH2888
 EH2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2888!SPC AR S     -   0.99999449  x   1.00000173  =   0.99999622
 EH2888!UTM  15      -   0.99999449  x   1.00007084  =   1.00006533
 EH2888
 EH2888|---------------------------------------------------------------------|
 EH2888| PID    Reference Object                     Distance      Geod. Az  |
 EH2888|                                                           dddmmss.s |
 EH2888| CY5327 BRISON RM 1                          52.356 METERS 07733     |
 EH2888| CY5326 BRISON AZ MK                                       0831425.6 |
 EH2888| EH2890 MARIANNA FED COMP CO WATER TK       APPROX. 8.7 KM 0880819.9 |
 EH2888| EH2891 MARIANNA MUNICIPAL TANK             APPROX. 9.0 KM 0893503.0 |
 EH2888| EH2869 MARIANNA RAD STA KZOT N MAST        APPROX. 7.0 KM 1163249.0 |
 EH2888| EH0874 RONDO                               APPROX.13.3 KM 1633208.4 |
 EH2888| CY5329 BRISON RM 3                          29.228 METERS 18307     |
 EH2888| CY5328 BRISON RM 2                          59.083 METERS 18354     |
 EH2888|---------------------------------------------------------------------|
 EH2888
 EH2888                          SUPERSEDED SURVEY CONTROL
 EH2888
 EH2888  NAD 83(1997)-  34 46 27.83848(N)    090 51 51.00016(W) AD(       ) 1
 EH2888  NAD 83(1997)-  34 46 27.84000(N)    090 51 51.00025(W) AD(       ) 1
 EH2888  NAD 83(1986)-  34 46 27.84267(N)    090 51 50.99935(W) AD(       ) 1
 EH2888  NAD 27      -  34 46 27.49181(N)    090 51 50.58381(W) AD(       ) 1
 EH2888
 EH2888.Superseded values are not recommended for survey control.
 EH2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2888.See file dsdata.txt to determine how the superseded data were derived.
 EH2888
 EH2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9544850103(NAD 83)
 EH2888_MARKER: DS = TRIANGULATION STATION DISK
 EH2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2888
 EH2888  HISTORY     - Date     Condition        Report By
 EH2888  HISTORY     - 1953     MONUMENTED       CGS
 EH2888  HISTORY     - 1963     GOOD             CGS
 EH2888  HISTORY     - 1963     GOOD             CGS
 EH2888  HISTORY     - 1965     GOOD             CGS
 EH2888  HISTORY     - 1970     GOOD             NGS
 EH2888
 EH2888                          STATION DESCRIPTION
 EH2888
 EH2888'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2888'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF MARIANNA, 116
 EH2888'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 79, 38 FEET SOUTHEAST
 EH2888'OF A FENCE CORNER, 29 FEET EAST OF THE CENTER OF A GRADED
 EH2888'ROAD AND 12 FEET EAST SOUTHEAST OF A WITNESS POST.  IT IS SET
 EH2888'FLUSH AND IS STAMPED BRISON 1953.
 EH2888'
 EH2888'REFERENCE MARK NO. 1 IS 80 FEET SOUTH OF THE CENTER OF U.S.
 EH2888'HIGHWAY 79, 66 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EH2888'HOUSE AND 47 FEET WEST OF A FENCE CORNER.  IT PROJECTS 4
 EH2888'INCHES AND IS STAMPED BRISON NO 1 1953.
 EH2888'
 EH2888'REFERENCE MARK NO. 2 IS 17 FEET EAST OF THE CENTER OF A GRADED
 EH2888'ROAD AND 6 INCHES EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 EH2888'2 INCHES AND IS STAMPED BRISON NO 2 1953.
 EH2888'
 EH2888'THE AZIMUTH MARK IS 230 FEET EAST OF A DRIVEWAY, 76 FEET NORTH
 EH2888'OF THE CENTER OF U.S. HIGHWAY 79, 4 FEET WEST OF A WITNESS POST
 EH2888'AND 2-1/2 FEET SOUTH SOUTHWEST OF A T FENCE CORNER.  IT PROJECTS
 EH2888'4 INCHES AND IS STAMPED BRISON 1953.
 EH2888'
 EH2888'TO REACH THE STATION FROM THE POST OFFICE IN MARIANNA GO WEST
 EH2888'ON MAIN STREET FOR 0.4 MILE TO STATE HIGHWAY 1, TURN RIGHT
 EH2888'AND GO NORTH AND WEST ON STATE HIGHWAY 1 FOR 0.35 MILE TO THE
 EH2888'JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY 1, GO WEST ON
 EH2888'U.S. HIGHWAY 79 FOR 4.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 EH2888'CONTINUE WEST ON U.S. HIGHWAY 79 FOR 0.25 MILE TO A T ROAD LEFT
 EH2888'AND THE STATION ON THE LEFT AS DESCRIBED.
 EH2888'
 EH2888'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH2888
 EH2888                          STATION RECOVERY (1963)
 EH2888
 EH2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2888'STATION AND BOTH RMS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EH2888'A LENGTHY SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IS WAS NOT
 EH2888'FOUND.
 EH2888'
 EH2888'ROUTE DESCRIPTION ADEQUATE.
 EH2888
 EH2888                          STATION RECOVERY (1963)
 EH2888
 EH2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2888'ROUTE DESCRIPTION ADEQUATE.
 EH2888
 EH2888                          STATION RECOVERY (1965)
 EH2888
 EH2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2888'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EH2888'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL
 EH2888'MARKS CHECKED.  THE DESCRIPTION AND TO REACH IS ADEQUATE
 EH2888'EXCEPT THE STATION IS ON THE PROPERTY OF MR. BRISON, THIS
 EH2888'WAS NOT MENTIONED IN THE ORIGINAL DESCRIPTION.
 EH2888'
 EH2888'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH2888
 EH2888                          STATION RECOVERY (1970)
 EH2888
 EH2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EH2888'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 EH2888'FOUND IN EXCELLENT CONDITION.  REFERENCE MARK NO. 2 WAS
 EH2888'EXCAVATED DURING THE GRADING AND WIDENING OF A GRAVELED ROAD
 EH2888'AND THE MONUMENT WAS FOUND LAYING NEARBY.  THE AZIMUTH MARK
 EH2888'WAS COMPLETELY DESTROYED BY CLEARING OPERATIONS AND ONLY PART
 EH2888'OF THE MONUMENT WITH A SMALL PIECE OF THE DISK SHANK WAS
 EH2888'RECOVERED.  THE CONCRETE MONUMENT FOR OLD REFERENCE MARK NO. 2
 EH2888'WAS RESET AND CEMENTED AROUND AND THE DISK ALTERED TO READ
 EH2888'BRISON 1953 NO 3 1970.  NO NEW AZIMUTH MARK WAS SET AS
 EH2888'NOTHING IS VISIBLE FROM THE GROUND AT THE STATION SITE.  THE
 EH2888'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION MARK AND
 EH2888'REFERENCE MARK NO. 1 WAS CHECKED AND VERIFIED.  THE STATION
 EH2888'WAS OCCUPIED AND THE HORIZONTAL ANGLE BETWEEN THE REFERENCE
 EH2888'MARKS OBSERVED.
 EH2888'
 EH2888'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH2888'
 EH2888'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF MARIANNA, IN
 EH2888'A SMALL PASTURE ON THE PROPERTY OF MR. BRISON WHO LIVES JUST
 EH2888'EAST OF THE SITE.
 EH2888'
 EH2888'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE NEW LEE
 EH2888'COUNTY COURTHOUSE IN MARIANNA, GO WEST ON STATE ROUTE 44 (THIS
 EH2888'IS CHESTNUT STREET) FOR 0.55 OF A MILE TO THE JUNCTION
 EH2888'WITH STATE ROUTE 1.  HERE CONTINUE WESTERLY ON STATE ROUTES
 EH2888'44 AND 1 FOR 0.3 OF A MILE TO THE JUNCTION WITH U. S. HIGHWAY
 EH2888'79 WHERE STATE ROUTES 44 AND 1 TURN RIGHT.  HERE CONTINUE
 EH2888'WESTERLY ON U. S. HIGHWAY 79 FOR 5.2 MILES TO A GRAVELED
 EH2888'T ROAD LEFT, SOUTH, AND THE STATION IN THE SOUTHEAST ANGLE
 EH2888'AS DESCRIBED.
 EH2888'
 EH2888'THE STATION IS 117 FEET SOUTH OF THE APPROXIMATE CENTER OF
 EH2888'U. S. HIGHWAY 79, 61 FEET SOUTHWEST OF A GUYED UTILITY POLE,
 EH2888'56 FEET WEST OF THE WEST EDGE OF A SMALL POND, 38 FEET SOUTH
 EH2888'OF A CONCRETE RIGHT-OF-WAY MARKER POST IN AN EAST-WEST FENCE,
 EH2888'37 FEET SOUTH OF A NORTHWEST FENCE CORNER POST, 30 FEET EAST
 EH2888'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 6.5 FEET
 EH2888'EAST OF A NORTH-SOUTH FENCE AND METAL WITNESS POST AND SIGN.
 EH2888'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 EH2888'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BRISON
 EH2888'1953.
 EH2888'
 EH2888'REFERENCE MARK NO. 1 IS 175 FEET EAST OF THE NORTHWEST FENCE
 EH2888'CORNER POST, 123 FEET EAST OF THE GUYED UTILITY POLE, 80 FEET
 EH2888'SOUTH OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 79, 46 FEET
 EH2888'WEST OF A T FENCE CORNER POST AT THE NORTHWEST CORNER OF A YARD,
 EH2888'AND 0.5 OF A FOOT SOUTH OF AN EAST-WEST FENCE AND METAL
 EH2888'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 EH2888'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 EH2888'INCHES AND THE DISK IS STAMPED BRISON NO 1 1953.
 EH2888'
 EH2888'REFERENCE MARK NO. 3 IS 214 FEET SOUTH OF THE APPROXIMATE CENTER
 EH2888'OF U. S. HIGHWAY 79, 133 FEET SOUTH OF THE NORTHWEST FENCE
 EH2888'CORNER POST, 97 FEET SOUTH OF THE METAL WITNESS POST AND SIGN
 EH2888'IN THE NORTH-SOUTH FENCE, 23 FEET EAST OF THE APPROXIMATE CENTER
 EH2888'OF THE GRAVELED ROAD, AND 0.5 OF A FOOT EAST OF THE NORTH-SOUTH
 EH2888'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 EH2888'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK
 EH2888'IS STAMPED BRISON 1953 NO 3 1970.
 EH2888'
 EH2888'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO.
 EH2888'1 AND REFERENCE MARK NO. 3 IS 213.25 FEET - (64.999) METERS.
 EH2888'NOTE- THIS MEASUREMENT WAS MADE ACROSS THE LENGTH OF A SMALL
 EH2888'POND AND NO CENTER SUPPORT STAKES FOR THE TAPE COULD BE DRIVEN.
 EH2888'
 EH2888'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-1/2
 EH2888'MILES WEST OF MARIANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1483 ***********************************************************************
 DL1483  DESIGNATION -  BRISTER
 DL1483  PID         -  DL1483
 DL1483  STATE/COUNTY-  AR/COLUMBIA
 DL1483  USGS QUAD   -  CALHOUN (1966)
 DL1483
 DL1483                         *CURRENT SURVEY CONTROL
 DL1483  ___________________________________________________________________
 DL1483* NAD 83(1997)-  33 09 01.88598(N)    093 11 41.16681(W)     ADJUSTED  
 DL1483* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 DL1483  ___________________________________________________________________
 DL1483  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DL1483  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL1483
 DL1483  HORZ ORDER  -  FIRST
 DL1483
 DL1483.The horizontal coordinates were established by classical geodetic methods
 DL1483.and adjusted by the National Geodetic Survey in September 1999..
 DL1483
 DL1483.The orthometric height was scaled from a topographic map.
 DL1483
 DL1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1483
 DL1483.The geoid height was determined by GEOID03.
 DL1483
 DL1483;                    North         East     Units Scale Factor Converg.
 DL1483;SPC AR S     -   454,317.657   288,533.479   MT  1.00003650   -0 40 07.3
 DL1483;SPC AR S     - 1,490,540.51    946,630.26   sFT  1.00003650   -0 40 07.3
 DL1483;UTM  15      - 3,667,991.120   481,836.476   MT  0.99960407   -0 06 23.4
 DL1483
 DL1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1483!SPC AR S     -   0.99998954  x   1.00003650  =   1.00002604
 DL1483!UTM  15      -   0.99998954  x   0.99960407  =   0.99959361
 DL1483
 DL1483:                Primary Azimuth Mark                     Grid Az
 DL1483:SPC AR S     -  BRISTER AZ MK                            166 43 19.6
 DL1483:UTM  15      -  BRISTER AZ MK                            166 09 35.7
 DL1483
 DL1483|---------------------------------------------------------------------|
 DL1483| PID    Reference Object                     Distance      Geod. Az  |
 DL1483|                                                           dddmmss.s |
 DL1483| CX5074 BRISTER AZ MK                                      1660312.3 |
 DL1483| CX5075 BRISTER RM 1                         12.360 METERS 19529     |
 DL1483| DL1484 MACEDONIA                           APPROX.11.5 KM 2841525.4 |
 DL1483| CX5076 BRISTER RM 2                         10.394 METERS 29609     |
 DL1483|---------------------------------------------------------------------|
 DL1483
 DL1483                          SUPERSEDED SURVEY CONTROL
 DL1483
 DL1483  NAD 83(1997)-  33 09 01.89475(N)    093 11 41.15795(W) AD(       ) 1
 DL1483  NAD 83(1986)-  33 09 01.89713(N)    093 11 41.15662(W) AD(       ) 1
 DL1483  NAD 27      -  33 09 01.42000(N)    093 11 40.56300(W) AD(       ) 1
 DL1483
 DL1483.Superseded values are not recommended for survey control.
 DL1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1483.See file dsdata.txt to determine how the superseded data were derived.
 DL1483
 DL1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8183667991(NAD 83)
 DL1483_MARKER: DS = TRIANGULATION STATION DISK
 DL1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1483
 DL1483  HISTORY     - Date     Condition        Report By
 DL1483  HISTORY     - 1950     MONUMENTED       CGS
 DL1483  HISTORY     - 1963     GOOD             CGS
 DL1483
 DL1483                          STATION DESCRIPTION
 DL1483
 DL1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1483'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHEAST OF
 DL1483'MAGNOLIA, 3-1/2 MILES NORTH-NORTHWEST OF EMERSON AND ABOUT
 DL1483'0.6 MILE NORTH OF THE VILLAGE OF BRISTER ON THE EAST SIDE OF
 DL1483'U.S. HIGHWAY NO 79 AND ON LAND OWNED AND OCCUPIED BY MR. A.R.
 DL1483'OWEN.  IT IS ABOUT 65 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 DL1483'NO 79, 26-1/2 FEET EAST OF NORTH-SOUTH FENCE LINE AND 40
 DL1483'FEET WEST OF THE SOUTHWEST CORNER OF BARN.  IT IS STAMPED
 DL1483'BRISTER 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 DL1483'
 DL1483'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION ABOUT
 DL1483'40 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO 79 AND 1 FOOT
 DL1483'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED BRISTER NO 1 1950
 DL1483'AND SET FLUSH WITH THE GROUND SURFACE.
 DL1483'
 DL1483'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION ABOUT 40 FEET
 DL1483'EAST OF THE CENTER OF U.S. HIGHWAY NO 79 AND 1 FOOT EAST
 DL1483'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED BRISTER NO 2 1950
 DL1483'AND SET FLUSH WITH THE GROUND SURFACE.
 DL1483'
 DL1483'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 57.57 FEET.
 DL1483'
 DL1483'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH-SOUTHEAST OF THE
 DL1483'STATION, 30 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO 79,
 DL1483'13 FEET SOUTH OF TELEPHONE POLE, 18 FEET NORTH OF CENTER OF
 DL1483'DRIVEWAY TO HOUSE AND 1-1/2 FEET NORTH OF WITNESS POST.  IT
 DL1483'IS STAMPED BRISTER 1950 AND PROJECTS 3 INCHES.
 DL1483'
 DL1483'TO REACH THE STATION FROM THE CROSSROAD IN EMERSON, GO NORTH
 DL1483'ON U.S. HIGHWAY NO 79 FOR 3.2 MILES TO VILLAGE STORE IN
 DL1483'BRISTER, CONTINUE NORTH ON HIGHWAY FOR 0.05 MILE TO THE
 DL1483'AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED, CONTINUE NORTH
 DL1483'ON HIGHWAY FOR 0.6 MILE TO FARM HOUSE ON THE EAST SIDE, TURN
 DL1483'RIGHT AND PASS THROUGH GATE INTO PASTURE JUST NORTH OF HOUSE
 DL1483'AND STATION AS DESCRIBED.
 DL1483
 DL1483                          STATION RECOVERY (1963)
 DL1483
 DL1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1483'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND IN
 DL1483'GOOD CONDITION.  THE STATION MARK IS IN A PASTURE TO THE NORTHWEST
 DL1483'OF THE NORTH ONE OF TWO HOUSES, ABOUT 75 FEET NORTH OF THE SOUTH
 DL1483'PASTURE FENCE AND ABOUT 24 FEET EAST OF THE RIGHT OF WAY FENCE.
 DL1483'R.M. NO. 1 IS 1 FOOT WEST OF THE RIGHT OF WAY FENCE AND R.M. NO.
 DL1483'2 IS 3 FEET EAST OF THE RIGHT OF WAY FENCE.
 DL1483'
 DL1483'THE AZIMUTH MARK HAS BEEN DESTROYED AS PART OF A CONCRETE
 DL1483'POST WAS FOUND AT THE DESCRIBED LOCATION BUT THE TOP HAD
 DL1483'BEEN BROKEN OFF.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED AT
 DL1483'THIS TIME AS NO OBJECTS WERE VISABLE FROM THE GROUND AT THE
 DL1483'STATION.
 DL1483'
 DL1483'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1483'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1445 ***********************************************************************
 DL1445  DESIGNATION -  BRITT
 DL1445  PID         -  DL1445
 DL1445  STATE/COUNTY-  AR/CLARK
 DL1445  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL1445
 DL1445                         *CURRENT SURVEY CONTROL
 DL1445  ___________________________________________________________________
 DL1445* NAD 83(1997)-  33 53 24.17989(N)    093 15 46.83319(W)     ADJUSTED  
 DL1445* NAVD 88     -        64.28   (+/-2cm)     210.9    (feet)  VERTCON   
 DL1445  ___________________________________________________________________
 DL1445  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DL1445  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DL1445
 DL1445  HORZ ORDER  -  THIRD
 DL1445  VERT ORDER  -  THIRD ? (See Below)
 DL1445
 DL1445.The horizontal coordinates were established by classical geodetic methods
 DL1445.and adjusted by the National Geodetic Survey in September 1999..
 DL1445
 DL1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1445.The vertical order pertains to the NGVD 29 superseded value.
 DL1445
 DL1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1445
 DL1445.The geoid height was determined by GEOID03.
 DL1445
 DL1445;                    North         East     Units Scale Factor Converg.
 DL1445;SPC AR S     -   536,408.613   283,179.164   MT  0.99992163   -0 42 24.8
 DL1445;SPC AR S     - 1,759,867.26    929,063.64   sFT  0.99992163   -0 42 24.8
 DL1445;UTM  15      - 3,749,996.170   475,680.388   MT  0.99960729   -0 08 48.0
 DL1445
 DL1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1445!SPC AR S     -   0.99999412  x   0.99992163  =   0.99991575
 DL1445!UTM  15      -   0.99999412  x   0.99960729  =   0.99960141
 DL1445
 DL1445:                Primary Azimuth Mark                     Grid Az
 DL1445:SPC AR S     -  BRITT AZ MK                              078 16 06.5
 DL1445:UTM  15      -  BRITT AZ MK                              077 42 29.7
 DL1445
 DL1445|---------------------------------------------------------------------|
 DL1445| PID    Reference Object                     Distance      Geod. Az  |
 DL1445|                                                           dddmmss.s |
 DL1445| CX5077 BRITT AZ MK                                        0773341.7 |
 DL1445| CX5078 BRITT RM 1                           27.275 METERS 25047     |
 DL1445| CX5079 BRITT RM 2                           27.410 METERS 35027     |
 DL1445|---------------------------------------------------------------------|
 DL1445
 DL1445                          SUPERSEDED SURVEY CONTROL
 DL1445
 DL1445  NAD 83(1997)-  33 53 24.18888(N)    093 15 46.82595(W) AD(       ) 3
 DL1445  NAD 83(1986)-  33 53 24.18964(N)    093 15 46.82408(W) AD(       ) 3
 DL1445  NAD 27      -  33 53 23.80990(N)    093 15 46.23120(W) AD(       ) 3
 DL1445  NGVD 29 (07/19/86)   64.28   (m)          210.9    (f) LEVELING    3  
 DL1445
 DL1445.Superseded values are not recommended for survey control.
 DL1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1445.See file dsdata.txt to determine how the superseded data were derived.
 DL1445
 DL1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7568049996(NAD 83)
 DL1445_MARKER: DS = TRIANGULATION STATION DISK
 DL1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1445
 DL1445  HISTORY     - Date     Condition        Report By
 DL1445  HISTORY     - 1957     MONUMENTED       CGS
 DL1445  HISTORY     - 1963     GOOD             CGS
 DL1445
 DL1445                          STATION DESCRIPTION
 DL1445
 DL1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1445'THE STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY
 DL1445'67 AT ITS JUNCTION WITH STATE ROAD 51 IN A LOW PLOT NEAR
 DL1445'THE BANK OF BRUSHY CREEK AND IS ABOUT 7.0 MILES WEST-SOUTHWEST
 DL1445'OF GURDON.  IT IS 130 FEET EAST OF THE CENTER OF STATE ROAD
 DL1445'51, 123 FEET EAST OF THE SOUTHEAST CORNER OF A CEMENT BRIDGE
 DL1445'OVER BRUSHY CREEK, 115 FEET NORTH OF THE CENTER OF U.S.
 DL1445'HIGHWAY 67 AND 5 FEET NORTHWEST OF A WITNESS POST.  IT IS
 DL1445'STAMPED BRITT 1957 AND PROJECTS 6 INCHES.
 DL1445'
 DL1445'REFERENCE MARK NO. 1 IS 110 FEET NORTH OF THE CENTER OF
 DL1445'U.S. HIGHWAY 67, 44 FEET EAST OF THE CENTER OF STATE ROAD
 DL1445'51, 34 FEET EAST OF THE SOUTHEAST CORNER OF A BRIDGE OVER
 DL1445'BRUSHY CREEK AND 10 FEET NORTH OF A LANE.  IT IS STAMPED BRITT NO
 DL1445'1 1957 AND PROJECTS 4 INCHES.
 DL1445'
 DL1445'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE EAST BANK OF
 DL1445'BRUSHY CREEK AND SET NEAR THE WEST EDGE OF A SMALL CLEARING.
 DL1445'IT IS STAMPED BRITT NO 2 1957 AND PROJECTS 4 INCHES.
 DL1445'
 DL1445'THE AZIMUTH MARK IS 168 FEET WEST OF A POWERLINE POLE, 163
 DL1445'FEET EAST OF THE SOUTH END OF A CEMENT CULVERT AND 74 FEET
 DL1445'SOUTH OF THE CENTER OF U.S. HIGHWAY 67.  IT IS STAMPED BRITT
 DL1445'1957 AND PROJECTS 6 INCHES.
 DL1445'
 DL1445'TO REACH FROM THE POST OFFICE IN GURDON GO NORTH FOR 0.1
 DL1445'MILE TO U.S. HIGHWAY 67, TURN LEFT, SOUTHWEST, AND GO 6.15
 DL1445'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 DL1445'FOR 0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DL1445'
 DL1445'HEIGHT OF LIGHT ABOVE STATION MARK 26.0 METERS.
 DL1445
 DL1445                          STATION RECOVERY (1963)
 DL1445
 DL1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1445'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1445'CONDITION.  THE STATION MARK WAS RECOVERED UNDER THE EDGE
 DL1445'OF A SAWDUST PILE.
 DL1445'
 DL1445'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1445'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1305 ***********************************************************************
 DL1305  DESIGNATION -  BROAD
 DL1305  PID         -  DL1305
 DL1305  STATE/COUNTY-  AR/BRADLEY
 DL1305  USGS QUAD   -  VICK (1985)
 DL1305
 DL1305                         *CURRENT SURVEY CONTROL
 DL1305  ___________________________________________________________________
 DL1305* NAD 83(1997)-  33 17 33.95761(N)    092 04 29.36429(W)     ADJUSTED  
 DL1305* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 DL1305  ___________________________________________________________________
 DL1305  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 DL1305  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DL1305
 DL1305  HORZ ORDER  -  SECOND
 DL1305
 DL1305.The horizontal coordinates were established by classical geodetic methods
 DL1305.and adjusted by the National Geodetic Survey in September 1999..
 DL1305
 DL1305.The orthometric height was scaled from a topographic map.
 DL1305
 DL1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1305
 DL1305.The geoid height was determined by GEOID03.
 DL1305
 DL1305;                    North         East     Units Scale Factor Converg.
 DL1305;SPC AR S     -   469,445.871   393,030.686   MT  1.00000161   -0 02 30.8
 DL1305;SPC AR S     - 1,540,173.66  1,289,468.18   sFT  1.00000161   -0 02 30.8
 DL1305;UTM  15      - 3,684,125.553   586,141.079   MT  0.99969148   +0 30 28.4
 DL1305
 DL1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1305!SPC AR S     -   0.99999906  x   1.00000161  =   1.00000067
 DL1305!UTM  15      -   0.99999906  x   0.99969148  =   0.99969054
 DL1305
 DL1305|---------------------------------------------------------------------|
 DL1305| PID    Reference Object                     Distance      Geod. Az  |
 DL1305|                                                           dddmmss.s |
 DL1305| DL0167 TT 1 LS                              55.720 METERS 05214     |
 DL1305| CY5330 BROAD RM 1                           33.168 METERS 14223     |
 DL1305| CY5331 BROAD RM 2                           30.069 METERS 20142     |
 DL1305| DL1310 MARSDEN                             APPROX.13.5 KM 3023428.7 |
 DL1305| DL1304 VICK LOOKOUT TOWER 4 2 AFC          APPROX. 3.2 KM 3253348.0 |
 DL1305|---------------------------------------------------------------------|
 DL1305
 DL1305                          SUPERSEDED SURVEY CONTROL
 DL1305
 DL1305  NAD 83(1986)-  33 17 33.96932(N)    092 04 29.35776(W) AD(       ) 2
 DL1305  NAD 27      -  33 17 33.54500(N)    092 04 28.86600(W) AD(       ) 2
 DL1305
 DL1305.Superseded values are not recommended for survey control.
 DL1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1305.See file dsdata.txt to determine how the superseded data were derived.
 DL1305
 DL1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8614184126(NAD 83)
 DL1305_MARKER: DS = TRIANGULATION STATION DISK
 DL1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1305_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1305
 DL1305  HISTORY     - Date     Condition        Report By
 DL1305  HISTORY     - 1952     MONUMENTED       CGS
 DL1305  HISTORY     - 1964     GOOD             CGS
 DL1305  HISTORY     - 1973     GOOD             TSI
 DL1305
 DL1305                          STATION DESCRIPTION
 DL1305
 DL1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1305'THE STATION IS IN SECTION 30 R 9 W., T 16 S, ABOUT 13 MILES
 DL1305'NORTHWEST OF CROSSETT, 12 MILES SOUTHEAST OF HERMITAGE AND AT
 DL1305'THE SMALL RAILROAD STATION OF BROAD ON THE C.R.L. AND P RAILROAD
 DL1305'THAT RUNS BETWEEN CROSSETT AND HERMITAGE.  THE MARK IS 87.5 FEET
 DL1305'SOUTHWEST OF THE WEST RAIL OF THE TRACK, 70.5 FEET SOUTHWEST OF
 DL1305'THE SOUTHWEST CORNER OF THE SMALL RAILROAD STATION, 41 FEET
 DL1305'NORTHWEST OF THE CENTER OF THE ROAD AND 7 FEET EAST OF A WHITE
 DL1305'4 IN X 4 IN WITNESS POST.
 DL1305'
 DL1305'TO REACH THE STATION FROM THE POST OFFICE IN HERMITAGE, GO SOUTH
 DL1305'FOR 0.1 MILE TO A Y-JUNCTION, CONTINUE STRAIGHT AHEAD ON THE
 DL1305'LEFT ROAD AND FOLLOW THE MAIN GRAVELED ROAD SOUTHERLY FOR 1.8
 DL1305'MILES TO ANOTHER Y-JUNCTION, CONTINUE SOUTHERLY ON THE RIGHT
 DL1305'ROAD FOR 2.9 MILES TO A SIDE ROAD ON THE RIGHT AT THE SMALL
 DL1305'SETTLEMENT OF INGALLS, CONTINUE STRAIGHT AHEAD (SOUTHERLY) ON
 DL1305'THE MAIN GRAVELED AND DIRT ROAD FOR 3.9 MILES TO A Y-JUNCTION,
 DL1305'CONTINUE EASTERLY ON THE LEFT ROAD FOR 2.2 MILES TO A SIDE
 DL1305'ROAD ON THE RIGHT, JUST AFTER CROSSING A RAILROAD TRACK AT THE
 DL1305'SMALL SETTLEMENT OF VICK, TURN RIGHT (SOUTHERLY) AND FOLLOW
 DL1305'THE MAIN DIRT ROAD FOR 1 MILE TO A FOREST FIRE LOOKOUT TOWER
 DL1305'ON THE LEFT, CONTINUE SOUTHEASTERLY ON THE MAIN ROAD FOR 1.8
 DL1305'MILES TO THE BROAD RAILROAD STATION AND THE STATION AS
 DL1305'DESCRIBED.
 DL1305'
 DL1305'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BROAD
 DL1305'1952.
 DL1305'
 DL1305'REFERENCE MARK 1 IS 84.5 FEET SOUTHWEST OF THE WEST RAIL OF
 DL1305'THE TRACK AND 58 FEET SOUTHEAST OF THE CENTER OF THE ROAD.
 DL1305'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED BROAD
 DL1305'NO 1 1952.
 DL1305'
 DL1305'REFERENCE MARK 2 IS 37 FEET NORTHWEST OF THE CENTER OF THE ROAD.
 DL1305'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BROAD
 DL1305'NO 2 1952.
 DL1305'
 DL1305'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 DL1305'
 DL1305'A TRAVERSE MEASUREMENT WAS MADE TO U.S. GEOLOGICAL SURVEY MARK
 DL1305'TT STAI LS 1933.  IT IS 92 FEET NORTHEAST OF THE EAST RAIL OF
 DL1305'THE RAILROAD TRACK AND 26 FEET SOUTHEAST OF THE CENTER OF A
 DL1305'T-ROAD INTERSECTION.  THE MARK IS A STANDARD USGS DISK SET IN
 DL1305'THE TOP OF A 6 X 6 INCH CONCRETE POST, THAT PROJECTS 4 INCHES
 DL1305'AND THE DISK IS STAMPED TT STAI LS 1933.
 DL1305'
 DL1305'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 DL1305
 DL1305                          STATION RECOVERY (1964)
 DL1305
 DL1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1305'THE STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1305'CONDITION.  THE RAILROAD STATION HAS BEEN REMOVED FROM BROAD
 DL1305'BUT RECOVERED AS DESCRIBED FROM RAILROAD AND MAIN ROAD.  R.M. NO.
 DL1305'1 IS FLUSH WITH THE GROUND AND IS IN SOUTHEAST EDGE OF A TRACK
 DL1305'ROAD LEADING SOUTHWEST.
 DL1305'
 DL1305'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM HERMITAGE IS
 DL1305'ADEQUATE FOR RECOVERY.
 DL1305
 DL1305                          STATION RECOVERY (1973)
 DL1305
 DL1305'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1973 (GWS)
 DL1305'BROAD 1952-GOOD
 DL1305'
 DL1305'R.M. 1-GOOD
 DL1305'
 DL1305'WITNESS POST ERECTED 2 FT. WEST OF STATION ORIGINAL DESCRIPTION
 DL1305'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3144 ***********************************************************************
 EH3144  DESIGNATION -  BROCK
 EH3144  PID         -  EH3144
 EH3144  STATE/COUNTY-  AR/CRITTENDEN
 EH3144  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH3144
 EH3144                         *CURRENT SURVEY CONTROL
 EH3144  ___________________________________________________________________
 EH3144* NAD 83(1986)-  34 56 11.     (N)    090 16 49.     (W)     SCALED    
 EH3144* NAVD 88     -        63.61   (+/-2cm)     208.7    (feet)  VERTCON   
 EH3144  ___________________________________________________________________
 EH3144  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH3144
 EH3144  VERT ORDER  -  THIRD ? (See Below)
 EH3144
 EH3144.The horizontal coordinates were scaled from a topographic map and have
 EH3144.an estimated accuracy of +/- 6 seconds.
 EH3144
 EH3144.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3144.The vertical order pertains to the NGVD 29 superseded value.
 EH3144
 EH3144.The geoid height was determined by GEOID03.
 EH3144
 EH3144;                    North         East    Units  Estimated Accuracy
 EH3144;SPC AR N     -    68,280.      557,100.      MT  (+/- 180 meters Scaled)
 EH3144
 EH3144                          SUPERSEDED SURVEY CONTROL
 EH3144
 EH3144  NGVD 29 (07/19/86)   63.62   (m)          208.7    (f) LEVELING    3  
 EH3144
 EH3144.Superseded values are not recommended for survey control.
 EH3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3144.See file dsdata.txt to determine how the superseded data were derived.
 EH3144
 EH3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU484693(NAD 83)
 EH3144_MARKER: P = PIPE CAP
 EH3144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH3144
 EH3144  HISTORY     - Date     Condition        Report By
 EH3144  HISTORY     - 1931     MONUMENTED       MRC
 EH3144
 EH3144                          STATION DESCRIPTION
 EH3144
 EH3144'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931
 EH3144'THREE-FOURTHS MILE BELOW LEVEE MILEPOST 175/176 IN LOWER
 EH3144'ST. FRANCIS LEVEE DISTRICT, 2,000 FEET SOUTHWEST OF LOCUST
 EH3144'GROVE CHURCH, 1,400 FEET BACK OF LEVEE, 100 FEET SOUTH OF
 EH3144'EAST-AND-WEST ROAD, IN NORTHEAST CORNER OF TENANT HOUSE
 EH3144'YARD, AND ON LAND OF T. KEITH.  MARKED BY BRASS
 EH3144'CAP ON IRON PIPE AND CONCRETE TILE.  TOP OF PIPE PROJECTS
 EH3144'14 INCHES.  STATION HORSE (SEE DESCRIPTION THEREOF) WAS 499.629
 EH3144'METERS (1,639.20 FEET) FROM STATION, N 40 DEG 03 MIN 44 SEC E.
 EH3144'STATION HORSE REFERENCE MARK NO. 2 (SEE DESCRIPTION
 EH3144'THEREOF) IS 401.4 METERS (1,317 FEET) FROM STATION, N 09 DEG 49 MIN
 EH3144'59 SEC W.  STATION HORSE 2 (SEE DESCRIPTION THEREOF)
 EH3144'IS 396.643 METERS (1,301.32 FEET) FROM STATION, N 11 DEG 15 MIN
 EH3144'04 SEC W.  STATION B.M. R-92-2-1 (M.R.C.) (SEE
 EH3144'DESCRIPTION THEREOF) IS 511.568 METERS (1,678.37 FEET)
 EH3144'FROM STATION, S 19 DEG 02 MIN 07 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1060 ***********************************************************************
 GE1060  DESIGNATION -  BROCKETT
 GE1060  PID         -  GE1060
 GE1060  STATE/COUNTY-  AR/RANDOLPH
 GE1060  USGS QUAD   -  POCAHONTAS (1981)
 GE1060
 GE1060                         *CURRENT SURVEY CONTROL
 GE1060  ___________________________________________________________________
 GE1060* NAD 83(1997)-  36 20 06.40360(N)    090 56 46.32171(W)     ADJUSTED  
 GE1060* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 GE1060  ___________________________________________________________________
 GE1060  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GE1060  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GE1060
 GE1060  HORZ ORDER  -  THIRD
 GE1060
 GE1060.The horizontal coordinates were established by classical geodetic methods
 GE1060.and adjusted by the National Geodetic Survey in September 1999..
 GE1060
 GE1060.The orthometric height was scaled from a topographic map.
 GE1060
 GE1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1060
 GE1060.The geoid height was determined by GEOID03.
 GE1060
 GE1060;                    North         East     Units Scale Factor Converg.
 GE1060;SPC AR N     -   222,596.216   494,611.090   MT  1.00002170   +0 36 47.5
 GE1060;SPC AR N     -   730,301.09  1,622,736.55   sFT  1.00002170   +0 36 47.5
 GE1060;UTM  15      - 4,023,076.278   684,329.634   MT  1.00001865   +1 13 02.0
 GE1060
 GE1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1060!SPC AR N     -   0.99998594  x   1.00002170  =   1.00000764
 GE1060!UTM  15      -   0.99998594  x   1.00001865  =   1.00000459
 GE1060
 GE1060|---------------------------------------------------------------------|
 GE1060| PID    Reference Object                     Distance      Geod. Az  |
 GE1060|                                                           dddmmss.s |
 GE1060| CI3094 BROCKETT RM 1                         8.239 METERS 18028     |
 GE1060| CI3093 BROCKETT AZ MK                                     2230727.6 |
 GE1060| CI3095 BROCKETT RM 2                         8.670 METERS 35924     |
 GE1060|---------------------------------------------------------------------|
 GE1060
 GE1060                          SUPERSEDED SURVEY CONTROL
 GE1060
 GE1060  NAD 83(1986)-  36 20 06.41151(N)    090 56 46.32159(W) AD(       ) 3
 GE1060  NAD 27      -  36 20 06.17820(N)    090 56 45.88190(W) AD(       ) 3
 GE1060
 GE1060.Superseded values are not recommended for survey control.
 GE1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1060.See file dsdata.txt to determine how the superseded data were derived.
 GE1060
 GE1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8433023076(NAD 83)
 GE1060_MARKER: DS = TRIANGULATION STATION DISK
 GE1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1060+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE1060
 GE1060  HISTORY     - Date     Condition        Report By
 GE1060  HISTORY     - 1955     MONUMENTED       CGS
 GE1060  HISTORY     - 20020913 GOOD             USACE
 GE1060
 GE1060                          STATION DESCRIPTION
 GE1060
 GE1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1060'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF BIGGERS
 GE1060'AND 5 MILES NORTH NORTHEAST OF POCHONTAS ON STATE HIGHWAY
 GE1060'115, AT THE ENTRANCE TO A CEMETERY ON THE RIGHT (SOUTH)
 GE1060'OF THE HIGHWAY.  IT IS 59 FEET SOUTH OF THE CENTER OF THE
 GE1060'HIGHWAY, 34 FEET NORTH OF THE NORTH GATEPOST OF THE CEMETERY
 GE1060'ENTRANCE, 5 FEET NORTHWEST OF A 4 X 4 INCH WHITE WITNESS
 GE1060'POST, AND 4 FEET WEST OF A FENCE.
 GE1060'
 GE1060'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 GE1060'IN POCAHONTAS, GO WEST AND NORTH ON STATE HIGHWAYS 90 AND 115
 GE1060'FOR 1.0 MILE TO THEIR JUNCTION.  KEEP RIGHT ON ROUTE 115
 GE1060'AND GO NORTHERLY FOR 4.55 MILES TO THE AZIMUTH MARK ON THE
 GE1060'LEFT, CONTINUE NORTHEAST FOR 0.35 MILES TO THE STATION ON
 GE1060'THE RIGHT.
 GE1060'
 GE1060'STATION IS STAMPED BROCKETT 1955 AND PROJECTS 4 INCHES.
 GE1060'
 GE1060'REFERENCE MARK NO. 1 IS 98 FEET SOUTH OF THE CENTER OF THE
 GE1060'HIGHWAY AND 7 FEET NORTHWEST OF THE GATEPOST.  THE MARK
 GE1060'PROJECTS 2 INCHES AND THE DISK IS STAMPED BROCKETT NO 1 1955.
 GE1060'
 GE1060'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE CENTER OF THE
 GE1060'HIGHWAY AND 5 FEET NORTHWEST OF A FENCE CORNER.  THE MARK
 GE1060'PROJECTS 4 INCHES AND THE DISK IS STAMPED BROCKETT NO 2 1955.
 GE1060'
 GE1060'THE AZIMUTH MARK IS ABOUT 150 FEET WEST OF THE FARMHOUSE
 GE1060'OF MR. THOMAS HARPER, 31 FEET WEST OF THE CENTER OF STATE
 GE1060'HIGHWAY 115, 4 FEET EAST OF A FENCE AND 3 FEET NORTHEAST
 GE1060'OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 4
 GE1060'INCHES AND THE DISK IS STAMPED BROCKETT 1955.
 GE1060'
 GE1060'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GE1060
 GE1060                          STATION RECOVERY (2002)
 GE1060
 GE1060'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2099 ***********************************************************************
 FF2099  DESIGNATION -  BROOK
 FF2099  PID         -  FF2099
 FF2099  STATE/COUNTY-  AR/CRAIGHEAD
 FF2099  USGS QUAD   -  BROOKLAND (1983)
 FF2099
 FF2099                         *CURRENT SURVEY CONTROL
 FF2099  ___________________________________________________________________
 FF2099* NAD 83(1997)-  35 53 58.09807(N)    090 34 48.72062(W)     ADJUSTED  
 FF2099* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 FF2099  ___________________________________________________________________
 FF2099  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FF2099  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FF2099
 FF2099  HORZ ORDER  -  FIRST
 FF2099
 FF2099.The horizontal coordinates were established by classical geodetic methods
 FF2099.and adjusted by the National Geodetic Survey in September 1999..
 FF2099
 FF2099.The orthometric height was scaled from a topographic map.
 FF2099
 FF2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2099
 FF2099.The geoid height was determined by GEOID03.
 FF2099
 FF2099;                    North         East     Units Scale Factor Converg.
 FF2099;SPC AR N     -   174,675.708   528,165.942   MT  0.99995102   +0 49 34.2
 FF2099;SPC AR N     -   573,081.89  1,732,824.43   sFT  0.99995102   +0 49 34.2
 FF2099;UTM  15      - 3,975,503.527   718,387.714   MT  1.00018772   +1 25 10.0
 FF2099
 FF2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2099!SPC AR N     -   0.99999198  x   0.99995102  =   0.99994300
 FF2099!UTM  15      -   0.99999198  x   1.00018772  =   1.00017970
 FF2099
 FF2099|---------------------------------------------------------------------|
 FF2099| PID    Reference Object                     Distance      Geod. Az  |
 FF2099|                                                           dddmmss.s |
 FF2099| CI3097 BROOK RM 1                           30.624 METERS 01908     |
 FF2099| CI3096 BROOK AZ MK                                        2241838.5 |
 FF2099| CI3098 BROOK RM 2                           28.657 METERS 31041     |
 FF2099|---------------------------------------------------------------------|
 FF2099
 FF2099                          SUPERSEDED SURVEY CONTROL
 FF2099
 FF2099  NAD 83(1997)-  35 53 58.10662(N)    090 34 48.72195(W) AD(       ) 1
 FF2099  NAD 83(1986)-  35 53 58.10941(N)    090 34 48.72065(W) AD(       ) 1
 FF2099  NAD 27      -  35 53 57.84570(N)    090 34 48.32870(W) AD(       ) 1
 FF2099
 FF2099.Superseded values are not recommended for survey control.
 FF2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2099.See file dsdata.txt to determine how the superseded data were derived.
 FF2099
 FF2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1838875504(NAD 83)
 FF2099_MARKER: DS = TRIANGULATION STATION DISK
 FF2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2099+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF2099
 FF2099  HISTORY     - Date     Condition        Report By
 FF2099  HISTORY     - 1954     MONUMENTED       CGS
 FF2099  HISTORY     - 20020816 GOOD             USACE
 FF2099
 FF2099                          STATION DESCRIPTION
 FF2099
 FF2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2099'THE STATION IS LOCATED IN THE SMALL VILLAGE OF BROOKLAND ON
 FF2099'THE EAST RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, THE MOST
 FF2099'EASTERLY OF TWO RAILROADS THAT PASS THROUGH BROOKLAND.  IT IS
 FF2099'120 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 65 FEET EAST
 FF2099'OF THE CENTER OF A DIRT ROAD, 34 FEET SOUTH OF THE CENTER OF A
 FF2099'DRIVEWAY LEADING INTO A HOME, AND 22 FEET WEST-SOUTHWEST OF A
 FF2099'FENCE CORNER POST WITH A TRIANGLE BLAZE.  THE DISK IS SET
 FF2099'FLUSH AND IS STAMPED BROOK 1954.
 FF2099'
 FF2099'R.M. NO. 1 IS IN THE NORTHWEST CORNER OF A YARD AT THE BASE
 FF2099'OF A POWERLINE POLE, 108 FEET EAST OF THE EAST RAIL OF THE
 FF2099'RAILROAD, 15 FEET SOUTH OF THE CENTER OF A GRAVELED STREET,
 FF2099'AND 1 FOOT EAST OF A POWERLINE POLE.  IT PROJECTS 5 INCHES
 FF2099'AND IS STAMPED BROOK NO 1 1954.
 FF2099'
 FF2099'R.M. NO. 2 IS BETWEEN A DIRT ROAD AND THE EAST RAIL OF THE
 FF2099'RAILROAD, 27 FEET EAST OF THE EAST RAIL OF THE RAILROAD,
 FF2099'27 FEET WEST OF THE CENTER OF THE DIRT ROAD, AND 1 FOOT SOUTH
 FF2099'OF A POWERLINE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED BROOK
 FF2099'NO 2 1954.
 FF2099'
 FF2099'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 109.57 FEET.
 FF2099'
 FF2099'N.9.3. (USE) IS ON THE EAST RIGHT-OF-WAY OF THE MISSOURI
 FF2099'PACIFIC RAILROAD, 33 FEET WEST OF THE RIGHT-OF-WAY FENCE AND
 FF2099'15 FEET EAST OF THE EAST RAIL OF THE RAILROAD.  IT IS A
 FF2099'STANDARD DISK SET IN A ROUND CONCRETE POST, THE POST AND DISK
 FF2099'BOTH BEING PAINTED A BRIGHT YELLOW.  IT PROJECTS 3 INCHES
 FF2099'AND IS STAMPED N.9.3.  IT WAS IMPOSSIBLE TO MAKE A TRAVERSE
 FF2099'CONNECTION DUE TO COMMUNITY BUILDINGS BEING IN LINE.
 FF2099'
 FF2099'THE AZIMUTH MARK IS ON THE WEST RIGHT-OF-WAY OF STATE ROAD 1, 33
 FF2099'FEET WEST OF THE CENTER OF STATE ROAD 1, 7 FEET EAST OF A FENCE,
 FF2099'2 FEET WEST OF A WITNESS POST, AND 1.5 FEET NORTH OF A POWERLINE
 FF2099'POLE.  IT PROJECTS 4 INCHES AND IS STAMPED BROOK 1954.
 FF2099'
 FF2099'TO REACH THE STATION FROM THE CROSS STREETS JUST NORTH OF THE
 FF2099'POST OFFICE IN BROOKLAND, GO EAST ACROSS THE RAILROAD TRACKS
 FF2099'AND THE STATION ABOUT 130 FEET TO THE SOUTHEAST AS DESCRIBED.
 FF2099'
 FF2099'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BROOKLAND
 FF2099'GO SOUTH ON STATE ROAD 1 FOR 0.4 MILE TO THE AZIMUTH MARK
 FF2099'ON THE RIGHT AS DESCRIBED.
 FF2099'
 FF2099'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2099
 FF2099                          STATION RECOVERY (2002)
 FF2099
 FF2099'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2973 ***********************************************************************
 EH2973  DESIGNATION -  BROUGH
 EH2973  PID         -  EH2973
 EH2973  STATE/COUNTY-  AR/ARKANSAS
 EH2973  USGS QUAD   -  DE WITT NE (1968)
 EH2973
 EH2973                         *CURRENT SURVEY CONTROL
 EH2973  ___________________________________________________________________
 EH2973* NAD 83(1997)-  34 26 38.88671(N)    091 19 42.17082(W)     ADJUSTED  
 EH2973* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2973  ___________________________________________________________________
 EH2973  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EH2973  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EH2973
 EH2973  HORZ ORDER  -  SECOND
 EH2973
 EH2973.The horizontal coordinates were established by classical geodetic methods
 EH2973.and adjusted by the National Geodetic Survey in September 1999..
 EH2973
 EH2973.The orthometric height was scaled from a topographic map.
 EH2973
 EH2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2973
 EH2973.The geoid height was determined by GEOID03.
 EH2973
 EH2973;                    North         East     Units Scale Factor Converg.
 EH2973;SPC AR S     -   597,347.940   461,718.711   MT  0.99994396   +0 22 33.2
 EH2973;SPC AR S     - 1,959,799.03  1,514,822.14   sFT  0.99994396   +0 22 33.2
 EH2973;UTM  15      - 3,812,669.884   653,570.277   MT  0.99989070   +0 56 44.4
 EH2973
 EH2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2973!SPC AR S     -   0.99999446  x   0.99994396  =   0.99993842
 EH2973!UTM  15      -   0.99999446  x   0.99989070  =   0.99988516
 EH2973
 EH2973:                Primary Azimuth Mark                     Grid Az
 EH2973:SPC AR S     -  CASSCOE RAD STA R 0120 MAST              007 09 08.3
 EH2973:UTM  15      -  CASSCOE RAD STA R 0120 MAST              006 34 57.1
 EH2973
 EH2973|---------------------------------------------------------------------|
 EH2973| PID    Reference Object                     Distance      Geod. Az  |
 EH2973|                                                           dddmmss.s |
 EH2973| EH2923 CASSCOE RAD STA R 0120 MAST         APPROX.10.0 KM 0073141.5 |
 EH2973| CY5333 BROUGH RM 1                          31.394 METERS 11013     |
 EH2973| CY5332 BROUGH AZ MK                                       1795113.5 |
 EH2973| CY5334 BROUGH RM 2                          28.381 METERS 19105     |
 EH2973|---------------------------------------------------------------------|
 EH2973
 EH2973                          SUPERSEDED SURVEY CONTROL
 EH2973
 EH2973  NAD 83(1986)-  34 26 38.89398(N)    091 19 42.16627(W) AD(       ) 2
 EH2973  NAD 27      -  34 26 38.54066(N)    091 19 41.72427(W) AD(       ) 2
 EH2973
 EH2973.Superseded values are not recommended for survey control.
 EH2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2973.See file dsdata.txt to determine how the superseded data were derived.
 EH2973
 EH2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5357012670(NAD 83)
 EH2973_MARKER: DS = TRIANGULATION STATION DISK
 EH2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2973
 EH2973  HISTORY     - Date     Condition        Report By
 EH2973  HISTORY     - 1965     MONUMENTED       CGS
 EH2973
 EH2973                          STATION DESCRIPTION
 EH2973
 EH2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2973'STATION IS ABOUT 13 MILES EAST-SOUTHEAST OF STUTTGART, 10
 EH2973'1/2 MILES NORTH OF DE WITT, 6-1/2 MILES WEST OF CROCKETTS
 EH2973'BLUFF, ALONG THE WEST SIDE OF STATE HIGHWAY 33, IN THE EXTREME
 EH2973'NORTHEAST CORNER OF SECTION 16, T. 3 S., R. 3 W., AND ON
 EH2973'PROPERTY OWNED BY MRS. JAMES LEE AND MR. TED DANNER.
 EH2973'
 EH2973'TO REACH THE STATION FROM THE POST OFFICE IN CROCKETTS BLUFF,
 EH2973'GO WEST, NORTH AND WEST ON STATE HIGHWAY 153 FOR 6.55 MILES
 EH2973'TO A T-ROAD.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 33
 EH2973'FOR 1.2 MILES TO A DRIVEWAY ON THE RIGHT IN A CURVE.  CONTINUE
 EH2973'SOUTHERLY ON HIGHWAY 33 FOR 0.05 MILE TO THE STATION ON THE
 EH2973'RIGHT.
 EH2973'
 EH2973'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 EH2973'STATE HIGHWAY 33 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 EH2973'LEFT BY A POWER POLE.
 EH2973'
 EH2973'STATION MARKS ARE STANDARD DISKS STAMPED BROUGH 1965.  THE
 EH2973'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2973'2 INCHES.  IT IS 55.5 FEET WEST OF THE CENTERLINE OF STATE
 EH2973'HIGHWAY 33, 93 FEET NORTH OF A TELEPHONE POLE, 43 FEET NORTHEAST
 EH2973'OF A TRIPLE TRUNKED 14 INCH OAK TREE, AND 25 FEET EAST OF
 EH2973'A WIRE FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EH2973'MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2973'
 EH2973'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BROUGH NO 1
 EH2973'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2973'3 INCHES.  IT IS 47.5 FEET EAST OF THE CENTERLINE OF HIGHWAY
 EH2973'33, 1 FOOT WEST OF A WIRE FENCE, AND 1.5 FEET SOUTHWEST
 EH2973'OF A METAL WITNESS POST.
 EH2973'
 EH2973'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BROUGH NO
 EH2973'2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2973'6 INCHES.  IT IS 42 FEET WEST OF THE CENTERLINE OF HIGHWAY
 EH2973'33, 9 FEET EAST OF THE WIRE FENCE, 1 FOOT EAST OF THE TELEPHONE
 EH2973'POLE, AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 EH2973'
 EH2973'AZIMUTH MARK, A STANDARD DISK STAMPED BROUGH 1965, IS SET
 EH2973'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 EH2973'IS 42 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 33, 12
 EH2973'FEET NORTH OF A FENCE CORNER, 2 FEET NORTH OF A POWER POLE
 EH2973'WITH A TRANSFORMER, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 EH2973'
 EH2973'NOTE- REFERENCE MARK NO. 2 MEASURED PULLING 5 KG. TAPE TENSION.
 EH2973'
 EH2973'NOTE- REFERENCE MARK NO. 1 MEASURED PULLING 7 KG. TAPE TENSION.
 EH2973'
 EH2973'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1716 ***********************************************************************
 FG1716  DESIGNATION -  BROUGHS
 FG1716  PID         -  FG1716
 FG1716  STATE/COUNTY-  AR/VAN BUREN
 FG1716  USGS QUAD   -  MORGANTON (1989)
 FG1716
 FG1716                         *CURRENT SURVEY CONTROL
 FG1716  ___________________________________________________________________
 FG1716* NAD 83(1997)-  35 23 19.12853(N)    092 20 03.53387(W)     ADJUSTED  
 FG1716* NAVD 88     -       242.03   (+/-2cm)     794.1    (feet)  VERTCON   
 FG1716  ___________________________________________________________________
 FG1716  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 FG1716  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG1716
 FG1716  HORZ ORDER  -  SECOND
 FG1716  VERT ORDER  -  THIRD ? (See Below)
 FG1716
 FG1716.The horizontal coordinates were established by classical geodetic methods
 FG1716.and adjusted by the National Geodetic Survey in September 1999..
 FG1716
 FG1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1716.The vertical order pertains to the NGVD 29 superseded value.
 FG1716
 FG1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1716
 FG1716.The geoid height was determined by GEOID03.
 FG1716
 FG1716;                    North         East     Units Scale Factor Converg.
 FG1716;SPC AR N     -   117,129.364   369,627.831   MT  0.99994173   -0 11 40.3
 FG1716;SPC AR N     -   384,281.92  1,212,687.31   sFT  0.99994173   -0 11 40.3
 FG1716;UTM  15      - 3,916,347.298   560,456.698   MT  0.99964504   +0 23 07.9
 FG1716
 FG1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1716!SPC AR N     -   0.99996638  x   0.99994173  =   0.99990811
 FG1716!UTM  15      -   0.99996638  x   0.99964504  =   0.99961143
 FG1716
 FG1716:                Primary Azimuth Mark                     Grid Az
 FG1716:SPC AR N     -  BUFFALO HUMP COMM LOT                    117 36 18.8
 FG1716:UTM  15      -  BUFFALO HUMP COMM LOT                    117 01 30.6
 FG1716
 FG1716|---------------------------------------------------------------------|
 FG1716| PID    Reference Object                     Distance      Geod. Az  |
 FG1716|                                                           dddmmss.s |
 FG1716| FG1691 BUFFALO HUMP COMM LOT               APPROX.11.5 KM 1172438.5 |
 FG1716| CI1251 BROUGHS AZ MK                                      1450634.6 |
 FG1716| CI1252 BROUGHS RM 1                                       25557     |
 FG1716| CI1253 BROUGHS RM 2                                       35356     |
 FG1716|---------------------------------------------------------------------|
 FG1716
 FG1716                          SUPERSEDED SURVEY CONTROL
 FG1716
 FG1716  NAD 83(1986)-  35 23 19.14204(N)    092 20 03.52765(W) AD(       ) 2
 FG1716  NAD 27      -  35 23 18.85500(N)    092 20 02.96900(W) AD(       ) 2
 FG1716  NGVD 29 (07/19/86)  242.00   (m)          794.0    (f) LEVELING    3  
 FG1716
 FG1716.Superseded values are not recommended for survey control.
 FG1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1716.See file dsdata.txt to determine how the superseded data were derived.
 FG1716
 FG1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6045716347(NAD 83)
 FG1716_MARKER: DS = TRIANGULATION STATION DISK
 FG1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1716
 FG1716  HISTORY     - Date     Condition        Report By
 FG1716  HISTORY     - 1940     MONUMENTED       CGS
 FG1716  HISTORY     - 1954     GOOD             CGS
 FG1716  HISTORY     - 1959     GOOD             USGS
 FG1716  HISTORY     - 1967     GOOD             CGS
 FG1716
 FG1716                          STATION DESCRIPTION
 FG1716
 FG1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1716'THE STATION IS LOCATED ABOUT 5 MILES BY ROAD N AND E OF
 FG1716'DAMASCUS ON PROPERTY OWNED AND OCCUPIED BY MR. G.F. BURROUGHS.
 FG1716'THE MARK IS IN THE SW PART OF THE YARD, 45 FEET N OF THE
 FG1716'CENTER LINE OF THE ROAD, AND 62.5 FEET SW OF THE SW CORNER
 FG1716'OF A STONE CHIMNEY AT THE W END OF THE HOUSE.
 FG1716'
 FG1716'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FG1716'DISKS SET IN CONCRETE.
 FG1716'
 FG1716'STATION MARK IS STAMPED BROUGHS 1940 AND IS SET FLUSH WITH
 FG1716'THE GROUND 4 FEET N OF A STANDARD REFERENCE POST.
 FG1716'
 FG1716'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE GROUND AND IS
 FG1716'STAMPED BROUGHS NO.1 1940.  IT IS WSW OF THE STATION AT
 FG1716'THE SE CORNER OF A PICKET FENCE, 3 FEET SSW OF A TELEPHONE
 FG1716'POLE, AND 22 FEET N OF THE CENTER LINE OF THE ROAD.
 FG1716'
 FG1716'REFERENCE MARK NO.2 IS STAMPED BROUGHS NO.2 1940, AND IS
 FG1716'NNW OF THE STATION AND ON THE S SIDE OF A SMALL LOG SHED.
 FG1716'
 FG1716'THE AZIMUTH MARK IS STAMPED BROUGHS 1940.  IT IS APPROXIMATELY
 FG1716'0.3 MILE SE OF THE STATION IN THE E-W FENCE LINE, 30 FEET
 FG1716'N OF THE CENTER LINE OF THE ROAD, 58 FEET W OF A TELEPHONE
 FG1716'POLE, AND 3 FEET E OF A STANDARD REFERENCE POST.
 FG1716'
 FG1716'TO REACH THE STATION FROM THE FAULKNER-VAN BUREN COUNTY
 FG1716'LINE IN DAMASCUS GO N ON U.S. HIGHWAY 65 FOR 2.1 MILES TO
 FG1716'A GRADED SIDE ROAD RIGHT, TURN RIGHT, (E), AND GO 2.3 MILES
 FG1716'TO A CROSS ROAD IN GRAYSVILLE, CONTINUE E 0.7 MILE TO TOP
 FG1716'OF RIDGE AND STATION ON THE LEFT IN THE YARD AT MR. BURROUGHS
 FG1716'HOUSE.
 FG1716
 FG1716                          STATION RECOVERY (1954)
 FG1716
 FG1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1716'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FG1716'CONDITION.  THE WITNESS POSTS, THAT MARKED THE STATION AND
 FG1716'AZIMUTH, ARE NOW GONE.  DUE TO CHANGES IN THE HIGHWAY, A
 FG1716'NEW TO REACH FOLLOWS-
 FG1716'
 FG1716'FROM THE FAULKNER-VAN BUREN COUNTY LINE IN THE VILLAGE OF
 FG1716'DAMASCUS, GO N ON U.S. HIGHWAY 65 FOR 2.1 MI. TO THE JUNCTION
 FG1716'WITH STATE ROUTE 124, TURN RIGHT AND GO E ON STATE ROUTE
 FG1716'124 FOR 2.3 MI. TO A CROSSROAD IN THE VILLAGE OF GRAYSVILLE,
 FG1716'CONTINUE E ON STATE ROUTE 124 FOR 0.7 MI. TO THE TOP OF
 FG1716'A RIDGE AND THE STATION ON THE LEFT IN THE YARD OF MR. G.F.
 FG1716'BURROUGHS.  CONTINUE E ON STATE ROUTE 124 FOR 0.3 MI. TO
 FG1716'THE AZIMUTH MARK ON THE LEFT IN A FENCE LINE.
 FG1716'
 FG1716'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1716
 FG1716                          STATION RECOVERY (1959)
 FG1716
 FG1716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FG1716'STATION WAS RECOVERED IN GOOD CONDITION.
 FG1716'
 FG1716'THE STONE CHIMNEY MENTIONED IN THE ORIGINAL DESCRIPTION
 FG1716'HAS BEEN TORN OUT.  FROM THE SW CORNER OF THE HOUSE, THE
 FG1716'MARK IS 39.8 FEET SW.  THE REMAINDER OF THE DESCRIPTION
 FG1716'IS CORRECT.
 FG1716
 FG1716                          STATION RECOVERY (1967)
 FG1716
 FG1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1716'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 FG1716'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD
 FG1716'NOT BE FOUND AND MAY OF BEEN DESTROYED AT THE TIME OF CONSTRUCTION
 FG1716'OF STATE HIGHWAY 124.  DUE TO ROAD CHANGES FOLLOWING IS
 FG1716'A NEW AND COMPLETE DESCRIPTION.
 FG1716'
 FG1716'STATION IS LOCATED IN THE SOUTHWEST PART OF MR. G.F. BURROUGHS
 FG1716'YARD, ABOUT 3-1/2 MILES NORTHEAST OF DAMASCUS AND 1/2 MILE
 FG1716'EAST OF THE VILLAGE OF GRAYSVILLE.
 FG1716'
 FG1716'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 FG1716'HIGHWAY 124 WHICH IS 2 MILES NORTH OF DAMASCUS, GO EAST
 FG1716'ON STATE HIGHWAY 124 FOR 2.4 MILES TO A CROSS ROAD IN THE
 FG1716'VILLAGE OF GRAYSVILLE.  CONTINUE EAST ON STATE HIGHWAY 124
 FG1716'FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND GO EASTERLY
 FG1716'ON GRAVELED ROAD FOR 0.35 MILE TO THE TOP OF RISE AND STATION
 FG1716'ON THE LEFT IN THE SOUTHWEST PART OF MR. BURROUGHS YARD.
 FG1716'
 FG1716'STATION MARK IS A STANDARD DISK, STAMPED BROUGHS 1940, SET
 FG1716'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 FG1716'THE GROUND SURFACE.  IT IS 54 FEET SOUTHWEST OF THE SOUTHWEST
 FG1716'CORNER OF THE HOUSE, 47 FEET EAST-NORTHEAST OF A POWERLINE
 FG1716'POLE, 45 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 FG1716'
 FG1716'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROUGHS NO
 FG1716'1 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1716'3 INCHES BELOW THE GROUND SURFACE.  IT IS 104 FEET SOUTHWEST
 FG1716'OF THE SOUTHWEST CORNER OF THE HOUSE, 21 FEET NORTH OF THE
 FG1716'CENTER OF THE GRAVELED ROAD, 3.5 FEET NORTHEAST OF A FENCE
 FG1716'CORNER, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF THE POWERLINE
 FG1716'POLE AND 2 FEET EAST OF A METAL WITNESS POST.
 FG1716'
 FG1716'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROUGHS NO
 FG1716'2 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1716'FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET WEST-NORTHWEST
 FG1716'OF THE NORTHWEST CORNER OF THE HOUSE, 2 FEET SOUTH OF THE
 FG1716'SOUTH SIDE OF A SMOKE HOUSE AND IN THE NORTHWEST PART OF
 FG1716'THE YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1581 ***********************************************************************
 FG1581  DESIGNATION -  BROWN
 FG1581  PID         -  FG1581
 FG1581  STATE/COUNTY-  AR/POPE
 FG1581  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1581
 FG1581                         *CURRENT SURVEY CONTROL
 FG1581  ___________________________________________________________________
 FG1581* NAD 83(1997)-  35 15 22.65474(N)    093 02 10.50635(W)     ADJUSTED  
 FG1581* NAVD 88     -       252.001  (meters)     826.77   (feet)  ADJUSTED  
 FG1581  ___________________________________________________________________
 FG1581  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 FG1581  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FG1581  DYNAMIC HT  -         251.763 (meters)     825.99  (feet)  COMP
 FG1581  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 FG1581
 FG1581  HORZ ORDER  -  FIRST
 FG1581  VERT ORDER  -  FIRST     CLASS II
 FG1581
 FG1581.The horizontal coordinates were established by classical geodetic methods
 FG1581.and adjusted by the National Geodetic Survey in September 1999..
 FG1581
 FG1581.The orthometric height was determined by differential leveling
 FG1581.and adjusted by the National Geodetic Survey in June 1991..
 FG1581
 FG1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1581
 FG1581.The geoid height was determined by GEOID03.
 FG1581
 FG1581.The dynamic height is computed by dividing the NAVD 88
 FG1581.geopotential number by the normal gravity value computed on the
 FG1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1581.degrees latitude (g = 980.6199 gals.).
 FG1581
 FG1581.The modeled gravity was interpolated from observed gravity values.
 FG1581
 FG1581;                    North         East     Units Scale Factor Converg.
 FG1581;SPC AR N     -   102,890.591   305,704.626   MT  0.99995222   -0 36 10.8
 FG1581;SPC AR N     -   337,566.88  1,002,965.93   sFT  0.99995222   -0 36 10.8
 FG1581;UTM  15      - 3,901,466.186   496,702.314   MT  0.99960013   -0 01 15.3
 FG1581
 FG1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1581!SPC AR N     -   0.99996499  x   0.99995222  =   0.99991721
 FG1581!UTM  15      -   0.99996499  x   0.99960013  =   0.99956514
 FG1581
 FG1581:                Primary Azimuth Mark                     Grid Az
 FG1581:SPC AR N     -  BROWN AZ MK                              103 43 23.1
 FG1581:UTM  15      -  BROWN AZ MK                              103 08 27.6
 FG1581
 FG1581|---------------------------------------------------------------------|
 FG1581| PID    Reference Object                     Distance      Geod. Az  |
 FG1581|                                                           dddmmss.s |
 FG1581| CI1254 BROWN AZ MK                                        1030712.3 |
 FG1581| FG1582 BROWN RM 1                           25.638 METERS 15651     |
 FG1581| FG1583 BROWN RM 2                           20.004 METERS 26122     |
 FG1581| FG1831 RUSSELLVILLE ARK POWER LT TANK      APPROX. 9.5 KM 2822905.1 |
 FG1581| FG1826 RUSSELLVILLE FED COMPRESS W TK      APPROX. 7.8 KM 2850241.7 |
 FG1581| FG1827 RUSSELLVILLE FED COMPRESS E TK      APPROX. 7.8 KM 2850226.4 |
 FG1581|---------------------------------------------------------------------|
 FG1581
 FG1581                          SUPERSEDED SURVEY CONTROL
 FG1581
 FG1581  NAD 83(1986)-  35 15 22.66814(N)    093 02 10.50309(W) AD(       ) 1
 FG1581  NAD 27      -  35 15 22.36800(N)    093 02 09.88500(W) AD(       ) 1
 FG1581
 FG1581.Superseded values are not recommended for survey control.
 FG1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1581.See file dsdata.txt to determine how the superseded data were derived.
 FG1581
 FG1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9670201466(NAD 83)
 FG1581_MARKER: DS = TRIANGULATION STATION DISK
 FG1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1581_SP_SET: CONCRETE POST
 FG1581_STAMPING: BROWN 1940
 FG1581_MARK LOGO: CGS   
 FG1581_PROJECTION: RECESSED 3 CENTIMETERS
 FG1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1581+STABILITY: SURFACE MOTION
 FG1581
 FG1581  HISTORY     - Date     Condition        Report By
 FG1581  HISTORY     - 1940     MONUMENTED       CGS
 FG1581  HISTORY     - 1954     GOOD             CGS
 FG1581  HISTORY     - 1961     MARK NOT FOUND   USGS
 FG1581  HISTORY     - 1967     GOOD             CGS
 FG1581  HISTORY     - 1984     GOOD             NGS
 FG1581  HISTORY     - 1987     GOOD             USPSQD
 FG1581  HISTORY     - 1989     GOOD             USPSQD
 FG1581  HISTORY     - 1989     GOOD             USPSQD
 FG1581
 FG1581                          STATION DESCRIPTION
 FG1581
 FG1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1581'STATION IS ABOUT 1-1/2 MILES NE OF POTTSVILLE, 5-1/2 MILES
 FG1581'ESE OF RUSSELVILLE ON A PROMINENT BENCH ALONG THE SW CORNER OF
 FG1581'CROW MOUNTAIN MESA, ON PROPERTY OF TOM BROWN AND IN THE
 FG1581'FRONT YARD OF HIS HOUSE WHICH CAN BE EASILY SEEN FROM U.S. HIGHWAY
 FG1581'64.
 FG1581'
 FG1581'SURFACE, AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 FG1581'CONCRETE.
 FG1581'
 FG1581'STATION MARK IS 86.5 FEET SSW OF THE SE CORNER OF HOUSE,
 FG1581'12 FEET WSW OF TRACK ROAD, 7.7 FEET SW OF WHITE WITNESS POST
 FG1581'FLUSH WITH GROUND, AND IS STAMPED BROWN 1940.
 FG1581'
 FG1581'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FG1581'HOLES IN BOULDERS.
 FG1581'
 FG1581'REFERENCE MARK NO.1 IS 45 FEET N OF S EDGE OF CLIFF, 2 FEET BELOW
 FG1581'STATION, PROJECTS 6 INCHES AND IS STAMPED BROWN NO.1, 1940.
 FG1581'
 FG1581'REFERENCE MARK NO.2 IS 35 FEET N OF S EDGE OF CLIFF, 1 FOOT
 FG1581'BELOW STATION, PROJECTS 1 FOOT, AND IS STAMPED BROWN NO.2, 1940.
 FG1581'
 FG1581'THE AZIMUTH MARK IS 17 FEET SW OF SE CORNER OF SMALL BARN,
 FG1581'27 FEET N OF ROAD, PROJECTS 3 FEET, AND IS STAMPED BROWN
 FG1581'1940.
 FG1581'
 FG1581'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAYS
 FG1581'7, 22, AND 27 IN RUSSELLVILLE BY GOING E ON U.S. HIGHWAY 64 FOR
 FG1581'6.5 MILES TO GRAVELE ROAD LEADING LEFT (NE), TURN LEFT AND
 FG1581'FOLLOW GRAVEL ROAD 1.3 MILES TO SUMMIT AT THE JONES RANCH,
 FG1581'TURN LEFT (W) AND FOLLOW NARROW DIRT ROAD 0.7 MILE TO AZIMUTH
 FG1581'MARK ON RIGHT AT BARN, CONTINUE 0.3 MILE TO TOM BROWNS HOUSE
 FG1581'AND STATION.
 FG1581'
 FG1581'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 FG1581
 FG1581                          STATION RECOVERY (1954)
 FG1581
 FG1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1581'THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE STATION AND REFERENCE
 FG1581'MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 FG1581'MARK WAS RECOVERED, BUT THE DISK HAD BEEN DESTROYED.
 FG1581'
 FG1581'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1581
 FG1581                          STATION RECOVERY (1961)
 FG1581
 FG1581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FG1581'STATION NOT FOUND.  BOTH REFERENCE MARKS FOUND.
 FG1581
 FG1581                          STATION RECOVERY (1967)
 FG1581
 FG1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1581'THE STATION WAS RECOVERED AS DESCRIBED IN 1954.  DUE TO CHANGES
 FG1581'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1581'
 FG1581'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST-SOUTHEAST
 FG1581'OF RUSSELLVILLE, 1-1/2 MILES NORTHEAST OF POTTSVILLE AND ON THE
 FG1581'SOUTH EDGE OF THE SOUTHWEST CORNER OF CROW MOUNTAIN.
 FG1581'
 FG1581'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 247 AND U.S.
 FG1581'HIGHWAY 64 IN POTTSVILLE, GO EAST ON U.S. HIGHWAY 64 FOR 0.8 MILE
 FG1581'TO A SIDE ROAD LEFT.  TURN LEFT, CROSS OVER INTERSTATE HIGHWAY
 FG1581'40 AND GO NORTH AND NORTHEAST ON GRAVELED ROAD FOR 1.3 MILES
 FG1581'TO A T-INTERSECTION AT THE TOP OF RIDGE.  TURN LEFT AND GO
 FG1581'WESTERLY ON DIRT ROAD FOR 0.75 MILE TO A GATE.  PASS THROUGH
 FG1581'THE GATE AND GO WEST ON DIRT ROAD FOR 0.25 MILE TO A GATE.
 FG1581'PASS THROUGH THE GATE AND CONTINUE WEST ON THE DIRT ROAD FOR
 FG1581'0.05 MILE TO THE STATION ON THE LEFT.
 FG1581'
 FG1581'STATION MARK IS A STANDARD DISK, STAMPED BROWN 1940, SET IN
 FG1581'THE TOP OF AN 11 INCH SQUARE CONCRETE POST 1 INCH BELOW THE
 FG1581'GROUND SURFACE.  IT IS 86 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 FG1581'CORNER OF AN OLD FARM HOUSE, 25 FEET WEST-SOUTHWEST OF THE
 FG1581'CENTER OF THE DIRT ROAD, 48 FEET EAST-NORTHEAST OF A 20 INCH OAK
 FG1581'TREE AND 1.3 FEET NORTH OF A METAL WITNESS POST.
 FG1581'
 FG1581'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROWN NO 1 1940,
 FG1581'CEMENTED IN A DRILL HOLE IN A 5 BY 9 FOOT ROCK OUTCROP PROJECTING
 FG1581'1 INCH.  IT IS 126 FEET SOUTHEAST OF THE TREE, 45 FEET NORTH
 FG1581'OF THE SOUTH EDGE OF THE BLUFF AND ABOUT 2 FEET LOWER THAN
 FG1581'THE STATION.
 FG1581'
 FG1581'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROWN NO 2 1940,
 FG1581'CEMENTED IN A DRILL HOLE IN A 4 BY 4 ROCK OUTCROP PROJECTING
 FG1581'1 FOOT.  IT IS 87 FEET SOUTH OF THE SOUTH WALL OF THE HOUSE,
 FG1581'39 FEET SOUTH OF THE OAK TREE, 35 FEET NORTH OF THE SOUTH EDGE
 FG1581'OF THE BLUFF AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1581'
 FG1581'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.  WITH A SMALL
 FG1581'AMOUNT OF CLEARING INTERSECTION STATIONS IN RUSSELLVILLE CAN BE
 FG1581'USED FOR AZIMUTHS.
 FG1581
 FG1581                          STATION RECOVERY (1984)
 FG1581
 FG1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1581'4.8 KM (3.0 MI) NORTH FROM POTTSVILLE.
 FG1581'1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 FG1581'ROUTE 247 IN POTTSVILLE, THENCE 1.9 KM (1.2 MI) NORTH ALONG STATE
 FG1581'HIGHWAY 363 PASSING OVER INTERSTATE HIGHWAY 40, AND UP MOUNTAIN TO A
 FG1581'T-INTERSECTION, THENCE 1.6 KM (1.0 MI) WESTERLY ALONG A DIRT ROAD AND
 FG1581'EDGE OF MOUNTAIN, PASSING OVER TWO CATTLE GUARDS TO A SMALL CLEARING
 FG1581'AND FOUNDATION OF AN OLD FARMHOUSE, AND STATION ON THE LEFT, AT THE
 FG1581'EDGE OF A CLIFF, 26.2 METERS (86.0 FT) SOUTH-SOUTHEAST 0F THE
 FG1581'SOUTHEAST CORNER OF THE HOUSE FOUNDATION, 7.6 METERS (25.0 FT)
 FG1581'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A DIRT ROAD WHICH TURNS
 FG1581'NORTHWEST, AND 13.7 METERS (45.0 FT) EAST-SOUTHEAST OF A 30-INCH
 FG1581'DIAMETER OAK TREE.  NOTE, LOCATED ON THE PROPERTY OF JOE E. JONES.
 FG1581'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 FG1581'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
 FG1581
 FG1581                          STATION RECOVERY (1987)
 FG1581
 FG1581'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1581'RECOVERED IN GOOD CONDITION.
 FG1581
 FG1581                          STATION RECOVERY (1989)
 FG1581
 FG1581'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1581'RECOVERED IN GOOD CONDITION.
 FG1581
 FG1581                          STATION RECOVERY (1989)
 FG1581
 FG1581'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0870 ***********************************************************************
 GE0870  DESIGNATION -  BROWN
 GE0870  PID         -  GE0870
 GE0870  STATE/COUNTY-  AR/SHARP
 GE0870  USGS QUAD   -  WILLIFORD (1981)
 GE0870
 GE0870                         *CURRENT SURVEY CONTROL
 GE0870  ___________________________________________________________________
 GE0870* NAD 83(1997)-  36 18 08.38681(N)    091 17 05.33337(W)     ADJUSTED  
 GE0870* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 GE0870  ___________________________________________________________________
 GE0870  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 GE0870  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE0870
 GE0870  HORZ ORDER  -  SECOND
 GE0870
 GE0870.The horizontal coordinates were established by classical geodetic methods
 GE0870.and adjusted by the National Geodetic Survey in September 1999..
 GE0870
 GE0870.The orthometric height was scaled from a topographic map.
 GE0870
 GE0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0870
 GE0870.The geoid height was determined by GEOID03.
 GE0870
 GE0870;                    North         East     Units Scale Factor Converg.
 GE0870;SPC AR N     -   218,685.452   464,237.066   MT  1.00001437   +0 24 58.2
 GE0870;SPC AR N     -   717,470.52  1,523,084.44   sFT  1.00001437   +0 24 58.2
 GE0870;UTM  15      - 4,018,847.011   654,000.313   MT  0.99989221   +1 00 56.4
 GE0870
 GE0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0870!SPC AR N     -   0.99997133  x   1.00001437  =   0.99998570
 GE0870!UTM  15      -   0.99997133  x   0.99989221  =   0.99986354
 GE0870
 GE0870:                Primary Azimuth Mark                     Grid Az
 GE0870:SPC AR N     -  BROWN AZ MK                              111 10 37.9
 GE0870:UTM  15      -  BROWN AZ MK                              110 34 39.7
 GE0870
 GE0870|---------------------------------------------------------------------|
 GE0870| PID    Reference Object                     Distance      Geod. Az  |
 GE0870|                                                           dddmmss.s |
 GE0870| CI1255 BROWN AZ MK                                        1113536.1 |
 GE0870| CI1256 BROWN RM 1                           20.928 METERS 17234     |
 GE0870| CI1257 BROWN RM 2                           25.378 METERS 26456     |
 GE0870|---------------------------------------------------------------------|
 GE0870
 GE0870                          SUPERSEDED SURVEY CONTROL
 GE0870
 GE0870  NAD 83(1986)-  36 18 08.39543(N)    091 17 05.33252(W) AD(       ) 2
 GE0870  NAD 27      -  36 18 08.15510(N)    091 17 04.85520(W) AD(       ) 2
 GE0870
 GE0870.Superseded values are not recommended for survey control.
 GE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0870.See file dsdata.txt to determine how the superseded data were derived.
 GE0870
 GE0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5400018847(NAD 83)
 GE0870_MARKER: DS = TRIANGULATION STATION DISK
 GE0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0870
 GE0870  HISTORY     - Date     Condition        Report By
 GE0870  HISTORY     - 1955     MONUMENTED       CGS
 GE0870
 GE0870                          STATION DESCRIPTION
 GE0870
 GE0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0870'THE STATION IS LOCATED ON THE PROPERTY OF MRS. ETHEL F. BROWN,
 GE0870'ABOUT 5 MILES NORTHWEST OF RAVENDEN, 3-1/4 MILES SOUTHWEST OF
 GE0870'RAVENDEN SPRINGS, 71 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GE0870'OF THE BROWN FARM HOME, 25 FEET NORTH OF THE CENTER OF A
 GE0870'GRAVEL ROAD, 7 FEET SOUTHEAST OF A 4 X 4 INCH WHITE WITNESS POST
 GE0870'AND 7 FEET SOUTH OF A FENCE.
 GE0870'
 GE0870'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 GE0870'90 AND U.S. HIGHWAYS 62 AND 63 AT RAVENDEN, GO NORTHERLY ON
 GE0870'HIGHWAY 90 FOR 3.3 MILES TO A SIDE ROAD ON THE LEFT TURN LEFT
 GE0870'ON THE SIDE ROAD AND GO 2.2 MILES TO A FORK, TAKE LEFT ROAD AND GO
 GE0870'0.35 MILE TO A REVERSE FORK AND THE AZIMUTH MARK ON THE RIGHT
 GE0870'AS DESCRIBED, CONTINUE FOR 0.25 MILE TO THE STATION ON THE
 GE0870'RIGHT.
 GE0870'
 GE0870'THE STATION MARK IS FLUSH AND THE DISK IS STAMPED BROWN 1955.
 GE0870'
 GE0870'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTER OF THE ROAD.
 GE0870'THE MARK IS FLUSH AND THE DISK IS STAMPED BROWN NO 1 1955.
 GE0870'
 GE0870'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE CENTER OF THE ROAD.
 GE0870'THE MARK IS FLUSH AND THE DISK IS STAMPED BROWN NO 2 1955.
 GE0870'
 GE0870'THE AZIMUTH MARK IS 57 FEET NORTHEAST OF THE CENTER OF THE
 GE0870'REVERSE FORK, 5 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST
 GE0870'AND 3 FEET NORTH OF A POWERLINE POLE.  THE MARK IS FLUSH AND
 GE0870'THE DISK IS STAMPED BROWN 1955.
 GE0870'
 GE0870'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1582 ***********************************************************************
 FG1582  DESIGNATION -  BROWN RM 1
 FG1582  PID         -  FG1582
 FG1582  STATE/COUNTY-  AR/POPE
 FG1582  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1582
 FG1582                         *CURRENT SURVEY CONTROL
 FG1582  ___________________________________________________________________
 FG1582* NAD 83(1986)-  35 15 22.     (N)    093 02 09.     (W)     SCALED    
 FG1582* NAVD 88     -       250.492  (meters)     821.82   (feet)  ADJUSTED  
 FG1582  ___________________________________________________________________
 FG1582  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FG1582  DYNAMIC HT  -         250.255 (meters)     821.04  (feet)  COMP
 FG1582  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 FG1582
 FG1582  VERT ORDER  -  FIRST     CLASS II
 FG1582
 FG1582.The horizontal coordinates were scaled from a topographic map and have
 FG1582.an estimated accuracy of +/- 6 seconds.
 FG1582
 FG1582.The orthometric height was determined by differential leveling
 FG1582.and adjusted by the National Geodetic Survey in June 1991..
 FG1582
 FG1582.The geoid height was determined by GEOID03.
 FG1582
 FG1582.The dynamic height is computed by dividing the NAVD 88
 FG1582.geopotential number by the normal gravity value computed on the
 FG1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1582.degrees latitude (g = 980.6199 gals.).
 FG1582
 FG1582.The modeled gravity was interpolated from observed gravity values.
 FG1582
 FG1582;                    North         East    Units  Estimated Accuracy
 FG1582;SPC AR N     -   102,870.      305,740.      MT  (+/- 180 meters Scaled)
 FG1582
 FG1582                          SUPERSEDED SURVEY CONTROL
 FG1582
 FG1582.No superseded survey control is available for this station.
 FG1582
 FG1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV967014(NAD 83)
 FG1582_MARKER: DR = REFERENCE MARK DISK
 FG1582_SETTING: 66 = SET IN ROCK OUTCROP
 FG1582_SP_SET: ROCK OUTCROP
 FG1582_STAMPING: BROWN NO 1 1940
 FG1582_MARK LOGO: CGS   
 FG1582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1582+STABILITY: POSITION/ELEVATION WELL
 FG1582
 FG1582  HISTORY     - Date     Condition        Report By
 FG1582  HISTORY     - 1940     MONUMENTED       CGS
 FG1582  HISTORY     - 1984     GOOD             NGS
 FG1582  HISTORY     - 1987     GOOD             USPSQD
 FG1582  HISTORY     - 1988     GOOD             USPSQD
 FG1582  HISTORY     - 1989     GOOD             USPSQD
 FG1582  HISTORY     - 1989     GOOD             USPSQD
 FG1582
 FG1582                          STATION DESCRIPTION
 FG1582
 FG1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1582'4.8 KM (3.0 MI) NORTH FROM POTTSVILLE.
 FG1582'1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 FG1582'ROUTE 247 IN POTTSVILLE, THENCE 1.9 KM (1.2 MI) NORTH ALONG STATE
 FG1582'HIGHWAY 363, PASSING OVER INTERSTATE HIGHWAY 40, AND UP A MOUNTAIN TO
 FG1582'A T-INTERSECTION, THENCE 1.6 KM (1.0 MI) WESTERLY ALONG A DIRT ROAD
 FG1582'AND EDGE OF MOUNTAIN, PASSING OVER TWO CATTLE GUARDS TO A SMALL
 FG1582'CLEARING AND FOUNDATION OF AN OLD FARMHOUSE, AND REFERENCE MARK ON THE
 FG1582'LEFT AT THE EDGE OF A CLIFF, SET IN THE TOP OF A FIVE FOOT BY NINE
 FG1582'FOOT ROCK OUTCROP PROJECTING ABOUT FOUR CENTIMETERS, 38.4 METERS
 FG1582'(126.0 FT) SOUTHEAST OF A 30 INCH DIAMETER OAK TREE, 13.7 METERS
 FG1582'(45.0 FT) NORTH OF THE SOUTH EDGE OF A CLIFF, 25.6 METERS (84.0 FT)
 FG1582'SOUTH-SOUTHEAST OF TRIANGULATION STATION BROWN 1940, AND 25.3 METERS
 FG1582'(83.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 FG1582'THE MARK IS 0.61 M BELOW TRIANGULATION STATION.
 FG1582
 FG1582                          STATION RECOVERY (1987)
 FG1582
 FG1582'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1582'RECOVERED IN GOOD CONDITION.
 FG1582
 FG1582                          STATION RECOVERY (1988)
 FG1582
 FG1582'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1582'RECOVERED IN GOOD CONDITION.
 FG1582
 FG1582                          STATION RECOVERY (1989)
 FG1582
 FG1582'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1582'RECOVERED IN GOOD CONDITION.
 FG1582
 FG1582                          STATION RECOVERY (1989)
 FG1582
 FG1582'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1583 ***********************************************************************
 FG1583  DESIGNATION -  BROWN RM 2
 FG1583  PID         -  FG1583
 FG1583  STATE/COUNTY-  AR/POPE
 FG1583  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1583
 FG1583                         *CURRENT SURVEY CONTROL
 FG1583  ___________________________________________________________________
 FG1583* NAD 83(1986)-  35 15 22.     (N)    093 02 09.     (W)     SCALED    
 FG1583* NAVD 88     -       251.152  (meters)     823.99   (feet)  ADJUSTED  
 FG1583  ___________________________________________________________________
 FG1583  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FG1583  DYNAMIC HT  -         250.916 (meters)     823.21  (feet)  COMP
 FG1583  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 FG1583
 FG1583  VERT ORDER  -  FIRST     CLASS II
 FG1583
 FG1583.The horizontal coordinates were scaled from a topographic map and have
 FG1583.an estimated accuracy of +/- 6 seconds.
 FG1583
 FG1583.The orthometric height was determined by differential leveling
 FG1583.and adjusted by the National Geodetic Survey in June 1991..
 FG1583
 FG1583.The geoid height was determined by GEOID03.
 FG1583
 FG1583.The dynamic height is computed by dividing the NAVD 88
 FG1583.geopotential number by the normal gravity value computed on the
 FG1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1583.degrees latitude (g = 980.6199 gals.).
 FG1583
 FG1583.The modeled gravity was interpolated from observed gravity values.
 FG1583
 FG1583;                    North         East    Units  Estimated Accuracy
 FG1583;SPC AR N     -   102,870.      305,740.      MT  (+/- 180 meters Scaled)
 FG1583
 FG1583                          SUPERSEDED SURVEY CONTROL
 FG1583
 FG1583.No superseded survey control is available for this station.
 FG1583
 FG1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV967014(NAD 83)
 FG1583_MARKER: DR = REFERENCE MARK DISK
 FG1583_SETTING: 66 = SET IN ROCK OUTCROP
 FG1583_SP_SET: ROCK OUTCROP
 FG1583_STAMPING: BROWN NO 2 1940
 FG1583_MARK LOGO: CGS   
 FG1583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1583+STABILITY: POSITION/ELEVATION WELL
 FG1583
 FG1583  HISTORY     - Date     Condition        Report By
 FG1583  HISTORY     - 1940     MONUMENTED       CGS
 FG1583  HISTORY     - 1984     GOOD             NGS
 FG1583  HISTORY     - 1987     GOOD             USPSQD
 FG1583  HISTORY     - 1988     GOOD             USPSQD
 FG1583  HISTORY     - 1989     GOOD             USPSQD
 FG1583  HISTORY     - 1989     GOOD             USPSQD
 FG1583
 FG1583                          STATION DESCRIPTION
 FG1583
 FG1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1583'4.8 KM (3.0 MI) NORTH FROM POTTSVILLE.
 FG1583'1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 FG1583'ROUTE 247 IN POTTSVILLE, THENCE 1.9 KM (1.2 MI) NORTH ALONG STATE
 FG1583'ROUTE 363, PASSING OVER INTERSTATE HIGHWAY 40 AND UP MOUNTAIN TO A
 FG1583'T-INTERSECTION, THENCE 1.6 KM (1.0 MI) WESTERLY ALONG A DIRT ROAD AND
 FG1583'EDGE OF THE MOUNTAIN, PASSING OVER TWO CATTLE GUARDS, TO A SMALL
 FG1583'CLEARING AND SITE OF AN OLD FARMHOUSE FOUNDATION, SET IN THE TOP OF A
 FG1583'FOUR FOOT BY FOUR FOOT ROCK OUTCROP PROJECTING ABOUT ONE FOOT,
 FG1583'26.5 METERS (87.0 FT) SOUTH OF THE SOUTH WALL OF HOUSE FOUNDATION,
 FG1583'11.9 M(39.0 FT) SOUTH OF A 30-INCH OAK TREE, 10.7 METERS (35.0 FT)
 FG1583'NORTH OF THE SOUTH EDGE OF BLUFF, AND 20.0 METERS (65.6 FT)
 FG1583'WEST-SOUTHWEST OF TRIANGULATION STATION BROWN 1940.
 FG1583'THE MARK IS 19.8 METERS  WSW FROM A WITNESS POST.
 FG1583'THE MARK IS 0.31 M BELOW TRIANGULATION STATION.
 FG1583
 FG1583                          STATION RECOVERY (1987)
 FG1583
 FG1583'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1583'RECOVERED IN GOOD CONDITION.
 FG1583
 FG1583                          STATION RECOVERY (1988)
 FG1583
 FG1583'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1583'RECOVERED IN GOOD CONDITION.
 FG1583
 FG1583                          STATION RECOVERY (1989)
 FG1583
 FG1583'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1583'RECOVERED IN GOOD CONDITION.
 FG1583
 FG1583                          STATION RECOVERY (1989)
 FG1583
 FG1583'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2050 ***********************************************************************
 FF2050  DESIGNATION -  BROWNS
 FF2050  PID         -  FF2050
 FF2050  STATE/COUNTY-  AR/CRITTENDEN
 FF2050  USGS QUAD   -  CHATFIELD (1992)
 FF2050
 FF2050                         *CURRENT SURVEY CONTROL
 FF2050  ___________________________________________________________________
 FF2050* NAD 83(1997)-  35 05 32.28609(N)    090 23 11.45184(W)     ADJUSTED  
 FF2050* NAVD 88     -        63.81   (+/-2cm)     209.3    (feet)  VERTCON   
 FF2050  ___________________________________________________________________
 FF2050  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FF2050  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF2050
 FF2050  HORZ ORDER  -  FIRST
 FF2050  VERT ORDER  -  THIRD ? (See Below)
 FF2050
 FF2050.The horizontal coordinates were established by classical geodetic methods
 FF2050.and adjusted by the National Geodetic Survey in September 1999..
 FF2050
 FF2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2050.The vertical order pertains to the NGVD 29 superseded value.
 FF2050
 FF2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2050
 FF2050.The geoid height was determined by GEOID03.
 FF2050
 FF2050;                    North         East     Units Scale Factor Converg.
 FF2050;SPC AR N     -    85,406.674   547,115.934   MT  0.99997255   +0 56 20.0
 FF2050;SPC AR N     -   280,205.06  1,794,996.19   sFT  0.99997255   +0 56 20.0
 FF2050;SPC TN       -    93,171.277   200,134.599   MT  1.00003157   -2 34 04.9
 FF2050;SPC TN       -   305,679.43    656,608.26   sFT  1.00003157   -2 34 04.9
 FF2050;UTM  15      - 3,886,404.105   738,245.010   MT  1.00029959   +1 30 11.5
 FF2050
 FF2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2050!SPC AR N     -   0.99999424  x   0.99997255  =   0.99996679
 FF2050!SPC TN       -   0.99999424  x   1.00003157  =   1.00002581
 FF2050!UTM  15      -   0.99999424  x   1.00029959  =   1.00029383
 FF2050
 FF2050|---------------------------------------------------------------------|
 FF2050| PID    Reference Object                     Distance      Geod. Az  |
 FF2050|                                                           dddmmss.s |
 FF2050| CI3121 BROWNS RM                            37.227 METERS 22614     |
 FF2050| FF0201 CURVE                               APPROX. 3.2 KM 2562528.1 |
 FF2050|---------------------------------------------------------------------|
 FF2050
 FF2050                          SUPERSEDED SURVEY CONTROL
 FF2050
 FF2050  NAD 83(1997)-  35 05 32.28770(N)    090 23 11.45119(W) AD(       ) 1
 FF2050  NAD 83(1997)-  35 05 32.29147(N)    090 23 11.45119(W) AD(       ) 1
 FF2050  NAD 83(1986)-  35 05 32.29657(N)    090 23 11.45186(W) AD(       ) 1
 FF2050  NAD 27      -  35 05 31.96620(N)    090 23 11.09170(W) AD(       ) 1
 FF2050  NGVD 29 (07/19/86)   63.79   (m)          209.3    (f) LEVELING    3  
 FF2050
 FF2050.Superseded values are not recommended for survey control.
 FF2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2050.See file dsdata.txt to determine how the superseded data were derived.
 FF2050
 FF2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3824586404(NAD 83)
 FF2050_MARKER: DS = TRIANGULATION STATION DISK
 FF2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2050
 FF2050  HISTORY     - Date     Condition        Report By
 FF2050  HISTORY     - 1916     MONUMENTED       CGS
 FF2050  HISTORY     - 1920     MARK NOT FOUND   CGS
 FF2050  HISTORY     - 1928     MARK NOT FOUND   CGS
 FF2050  HISTORY     - 1935     GOOD             CGS
 FF2050  HISTORY     - 1954     SEE DESCRIPTION  CGS
 FF2050
 FF2050                          STATION DESCRIPTION
 FF2050
 FF2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF2050'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF2050'RAILWAY, AT BROWNS RAILWAY STATION, 12.21 METERS (40.1 FEET)
 FF2050'N OF W STATION BOARD, 25.41 METERS (83.4 FEET) E OF SWITCH
 FF2050'STAND AT E END OF SPUR TRACK LEADING TO SAWMILL, AND 32.78
 FF2050'METERS (107.5 FEET) NE OF TWENTY-FOURTH TELEGRAPH POLE W OF
 FF2050'MILEPOST 20.
 FF2050'
 FF2050'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FF2050'SET IN CONCRETE.
 FF2050'
 FF2050'A STANDARD REFERENCE DISK IN CONCRETE, IS 5.05
 FF2050'METERS (16.6 FEET) SW OF TWENTY-FOURTH TELEGRAPH POLE W OF
 FF2050'MILEPOST 20, AND 37.227 METERS (122.14 FEET) FROM STATION,
 FF2050'S 46 DEG 14 MIN W.
 FF2050
 FF2050                          STATION RECOVERY (1920)
 FF2050
 FF2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FF2050'IN 1920 IT WAS REPORTED THAT LARGE FILL HAD BEEN MADE OVER
 FF2050'STATION AND IT WAS NOT RECOVERED.  NAME AND DATES 1916-1920
 FF2050'WERE STAMPED ON REFERENCE MARK WHICH WAS REPORTED TO BE
 FF2050'PARTLY UNCOVERED ON EDGE OF SMALL STREAM.
 FF2050
 FF2050                          STATION RECOVERY (1928)
 FF2050
 FF2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 FF2050'MARK WAS FOUND IN DITCH.  STATION MARK WAS NOT FOUND, BUT MAY
 FF2050'BE UNDER NEW FILL.  ELEVATION OF STATION IS 63.785 METERS
 FF2050'(209.268 FEET), OF REFERENCE MARK, 62.575 METERS (205.298 FEET).
 FF2050
 FF2050                          STATION RECOVERY (1935)
 FF2050
 FF2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF2050'SURFACE AND UNDERGROUND MARKS WERE RECOVERED IN GOOD CONDITION.
 FF2050'IT APPARENTLY HAD BEEN COVERED BY A FILL, AS REPORTED IN 1920,
 FF2050'BUT WAS UNCOVERED AND PROTECTED BY THE SECTION CREW.  IT IS
 FF2050'NOW 5.29 FEET N OF NE CORNER OF RAILROAD BRIDGE NO. 206, 3.97
 FF2050'METERS (12.79 FEET) N OF N RAILROAD RAIL, 482 FEET W OF
 FF2050'SWITCH ROD, N 77 DEG 21 MIN 26 SEC E, 5 FEET FROM
 FF2050'23RD TELEGRAPH POLE W OF MILEPOST 20, AND 198.5 FEET DISTANT,
 FF2050'S 77 DEG 17 MIN 45 SEC W FROM SE CORNER OF SECTION
 FF2050'HOUSE.
 FF2050'
 FF2050'REFERENCE MARK NO. 1 (1916) WAS FOUND ON EDGE OF CREEK BANK
 FF2050'APPARENTLY AS ORIGINALLY SET, HOWEVER, IT MAY HAVE BEEN RESET
 FF2050'AFTER BEING SEEN IN THE DITCH IN 1928, AND IT IS NOW LIKELY TO
 FF2050'BE DESTROYED ANY TIME.  IT IS NOW 37.03 METERS (121.49 FEET)
 FF2050'FROM STATION, S 46 DEG 18 MIN 48 SEC W.
 FF2050'
 FF2050'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 FF2050'A 14- BY 14- BY 30-INCH CONCRETE PIER, ON THE N SIDE OF
 FF2050'THE RAILROAD AND W SIDE OF CREEK, 9.17 METERS (30.09 FEET) FROM
 FF2050'N SIDE OF N RAILROAD RAIL, 7.06 METERS (23.16 FEET) FROM
 FF2050'NW CORNER OF BRIDGE NO. 206, 117.9 FEET SE CORNER OF SECTION
 FF2050'HOUSE, AND 25.30 METERS (83.0 FEET) FROM STATION,
 FF2050'S 87 DEG 45 MIN 40 SEC W.
 FF2050'
 FF2050'REFERENCE MARK NO. 3 (1935) IS A STANDARD BRONZE DISK SET IN
 FF2050'A 14- BY 14- BY 30-INCH CONCRETE PIER, 6.60 METERS (21.66 FEET)
 FF2050'S FROM S RAILROAD RAIL, E OF CREEK, AND 12.04 METERS (39.52
 FF2050'FEET) FROM STATION, S 16 DEG 54 MIN 43 SEC E.  REFERENCE
 FF2050'MARK NO. 1 IS 109.8 FEET, S 65 DEG 03 MIN 30 SEC W AND
 FF2050'REFERENCE MARK NO. 2 IS 100.4 FEET, N 69 DEG 46 MIN 30 SEC W.
 FF2050
 FF2050                          STATION RECOVERY (1954)
 FF2050
 FF2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2050'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN THE
 FF2050'CONDITION GIVEN BELOW.
 FF2050'
 FF2050'THE SURFACE STATION MARK WAS FOUND IN VERY POOR
 FF2050'CONDITION, WITHIN A FEW FEET OF A RAILROAD TRESTLE AND AT
 FF2050'THE EDGE OF A CUT BANK.  IT COULD NO LONGER BE USED TO OBSERVE
 FF2050'FROM AND WAS DESTROYED.  THE UNDERGROUND MARK WAS
 FF2050'FOUND IN GOOD CONDITION AND IN ITS APPARENT ORIGINAL LOCATION.
 FF2050'IT IS A STANDARD REFERENCE MARK DISK AND HAS NO STAMPING.
 FF2050'A TRAVERSE CONNECTION WAS MADE TO BROWNS 2 1954.  (SEE
 FF2050'DESCRIPTION THEREOF).
 FF2050'
 FF2050'REFERENCE MARK NO. 1 1916 WAS FOUND IN THE BOTTOM OF THE DITCH
 FF2050'ALONG THE SOUTH SIDE OF THE RAILROAD TRACKS AND WAS DESTROYED.
 FF2050'
 FF2050'REFERENCE MARK NO. 2 1919-1920 AND REFERENCE MARK NO. 3 1916-1920
 FF2050'WERE FOUND AND ARE IN GOOD CONDITION.  A TRAVERSE CONNECTION
 FF2050'WAS MADE TO BROWNS 2 1954.  (SEE DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0210 ***********************************************************************
 FF0210  DESIGNATION -  BROWNS 2
 FF0210  PID         -  FF0210
 FF0210  STATE/COUNTY-  AR/CRITTENDEN
 FF0210  USGS QUAD   -  CHATFIELD (1992)
 FF0210
 FF0210                         *CURRENT SURVEY CONTROL
 FF0210  ___________________________________________________________________
 FF0210* NAD 83(1997)-  35 05 30.55308(N)    090 23 11.96691(W)     ADJUSTED  
 FF0210* NAVD 88     -        63.403  (meters)     208.01   (feet)  ADJUSTED  
 FF0210  ___________________________________________________________________
 FF0210  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FF0210  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF0210  DYNAMIC HT  -          63.346 (meters)     207.83  (feet)  COMP
 FF0210  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 FF0210
 FF0210  HORZ ORDER  -  SECOND
 FF0210  VERT ORDER  -  FIRST     CLASS II
 FF0210
 FF0210.The horizontal coordinates were established by classical geodetic methods
 FF0210.and adjusted by the National Geodetic Survey in September 1999..
 FF0210
 FF0210.The orthometric height was determined by differential leveling
 FF0210.and adjusted by the National Geodetic Survey in June 1991..
 FF0210
 FF0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0210
 FF0210.The geoid height was determined by GEOID03.
 FF0210
 FF0210.The dynamic height is computed by dividing the NAVD 88
 FF0210.geopotential number by the normal gravity value computed on the
 FF0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0210.degrees latitude (g = 980.6199 gals.).
 FF0210
 FF0210.The modeled gravity was interpolated from observed gravity values.
 FF0210
 FF0210;                    North         East     Units Scale Factor Converg.
 FF0210;SPC AR N     -    85,353.062   547,103.765   MT  0.99997262   +0 56 19.7
 FF0210;SPC AR N     -   280,029.17  1,794,956.27   sFT  0.99997262   +0 56 19.7
 FF0210;SPC TN       -    93,118.507   200,119.172   MT  1.00003168   -2 34 05.2
 FF0210;SPC TN       -   305,506.30    656,557.65   sFT  1.00003168   -2 34 05.2
 FF0210;UTM  15      - 3,886,350.359   738,233.366   MT  1.00029953   +1 30 11.1
 FF0210
 FF0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0210!SPC AR N     -   0.99999431  x   0.99997262  =   0.99996693
 FF0210!SPC TN       -   0.99999431  x   1.00003168  =   1.00002599
 FF0210!UTM  15      -   0.99999431  x   1.00029953  =   1.00029384
 FF0210
 FF0210|---------------------------------------------------------------------|
 FF0210| PID    Reference Object                     Distance      Geod. Az  |
 FF0210|                                                           dddmmss.s |
 FF0210| FF2050 BROWNS                               54.977 METERS 01344     |
 FF0210| CI3123 BROWNS RM 3                          44.949 METERS 02141     |
 FF0210| FF0211 BROWNS 2 AZ MK                                     1004155.3 |
 FF0210| EH2708 HUGHES FEDERAL COMPRESS N TANK      APPROX.16.5 KM 2035821.3 |
 FF0210| EH2709 HUGHES FEDERAL COMPRESS S TANK      APPROX.16.6 KM 2040524.0 |
 FF0210| EH2710 HUGHES MUNICIPAL TANK               APPROX.17.7 KM 2062041.5 |
 FF0210| FF0209 BROWNS 2 RM 4                        25.500 METERS 25037     |
 FF0210| CI3122 BROWNS RM 2                          54.035 METERS 34658     |
 FF0210|---------------------------------------------------------------------|
 FF0210
 FF0210                          SUPERSEDED SURVEY CONTROL
 FF0210
 FF0210  NAD 83(1997)-  35 05 30.55468(N)    090 23 11.96627(W) AD(       ) 2
 FF0210  NAD 83(1997)-  35 05 30.55845(N)    090 23 11.96627(W) AD(       ) 2
 FF0210  NAD 83(1986)-  35 05 30.56330(N)    090 23 11.96701(W) AD(       ) 2
 FF0210  NAD 27      -  35 05 30.23310(N)    090 23 11.60680(W) AD(       ) 2
 FF0210  NGVD 29 (??/??/??)   63.381  (m)          207.94   (f) ADJUSTED    1 2
 FF0210
 FF0210.Superseded values are not recommended for survey control.
 FF0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0210.See file dsdata.txt to determine how the superseded data were derived.
 FF0210
 FF0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3823386350(NAD 83)
 FF0210_MARKER: DS = TRIANGULATION STATION DISK
 FF0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0210_STAMPING: BROWNS 2 1954
 FF0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0210+STABILITY: SURFACE MOTION
 FF0210
 FF0210  HISTORY     - Date     Condition        Report By
 FF0210  HISTORY     - 1954     MONUMENTED       CGS
 FF0210  HISTORY     - 1956     GOOD             CGS
 FF0210  HISTORY     - 1956     GOOD             CGS
 FF0210  HISTORY     - 1957     GOOD             CGS
 FF0210  HISTORY     - 20030326 MARK NOT FOUND   USACE
 FF0210
 FF0210                          STATION DESCRIPTION
 FF0210
 FF0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0210'THE STATION IS LOCATED ABOUT 24 MILES EAST-NORTHEAST OF FORREST
 FF0210'CITY, 13 MILES NORTH-NORTHEAST OF HUGHES, 13 MILES SOUTH-SOUTHEAST
 FF0210'OF EARLE AND 1 MILE WEST OF THE SMALL COMMUNITY OF BROWNS.  IT
 FF0210'IS ON THE WEST BERM OF A DRAINAGE DITCH, BETWEEN THE DITCH
 FF0210'AND A YARD FENCE, 135.5 FEET SOUTH OF THE SOUTHWEST CORNER
 FF0210'OF RAILROAD TRESTLE NO. 206, 61.0 FEET SOUTHEAST OF THE
 FF0210'SOUTHEAST CORNER OF A SECTION HOUSE, 33.0 FEET NORTHEAST OF
 FF0210'THE SOUTHEAST CORNER OF A YARD FENCE, 13.0 FEET EAST OF A
 FF0210'WOVEN WIRE FENCE AND 2.5 FEET NORTHWEST OF A WITNESS POST.  IT
 FF0210'PROJECTS 6 INCHES AND IS STAMPED BROWNS 2 1954.
 FF0210'
 FF0210'R.M. NO. 2 1916-1920 IS 59.5 FEET EAST OF A TELEPHONE POLE, 28.5
 FF0210'FEET NORTH OF THE NORTH RAIL OF THE ROCK ISLAND PACIFIC RAILROAD
 FF0210'TRACK AND 23.7 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 FF0210'OF RAILROAD TRESTLE NO. 206.  IT PROJECTS 5 INCHES AND IS
 FF0210'STAMPED BROWNS R M 2 1916 1920.
 FF0210'
 FF0210'R.M. NO. 3 1916-1920 IS 38.5 FEET NORTHWEST OF A FENCE CORNER,
 FF0210'35.5 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 22.0 FEET SOUTH
 FF0210'OF THE SOUTH RAIL OF THE ROCK ISLAND PACIFIC RAILROAD TRACK
 FF0210'AND 16.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 FF0210'RAILROAD TRESTLE NO. 206.  IT PROJECTS 4 INCHES AND IS STAMPED
 FF0210'BROWNS R M 3 1916 1920.
 FF0210'
 FF0210'R.M. NO. 4 IS IN THE SECTION HOUSE YARD, 44.0 FEET SOUTH
 FF0210'OF THE SOUTHWEST CORNER OF THE SECTION HOUSE, 21.0 FEET NORTH OF
 FF0210'A WOVEN WIRE FENCE AND 1.5 FEET SOUTH OF A POWERLINE SERVICE
 FF0210'POLE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FF0210'STAMPED BROWNS 2 NO 4 1954.
 FF0210'
 FF0210'A TRAVERSE CONNECTION WAS MADE TO THE UNDERGROUND MARK OF BROWNS
 FF0210'1916.  IT IS 37.0 FEET SOUTHWEST OF A TELEPHONE POLE, 12.5
 FF0210'FEET NORTH OF THE NORTH RAIL OF THE ROCK ISLAND PACIFIC RAILROAD
 FF0210'TRACK AND 5.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 FF0210'RAILROAD TRESTLE NO. 206.  IT IS ABOUT 16 INCHES BELOW THE
 FF0210'SURFACE OF THE GROUND AND IS MARKED WITH A REFERENCE MARK DISK
 FF0210'AND HAS NO STAMPING.
 FF0210'
 FF0210'THE AZIMUTH MARK IS 51.0 FEET EAST OF A LARGE CONCRETE HIGHWAY
 FF0210'MARKER, 32.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF A T ROAD
 FF0210'INTERSECTION, 2.5 FEET WEST OF A POWERLINE POLE AND 1.5 FEET
 FF0210'SOUTHWEST OF A WITNESS POST.  IT PROJECTS 2 INCHES AND IS
 FF0210'STAMPED BROWNS 2 1954.
 FF0210'
 FF0210'TO REACH THE STATION FROM THE LARGE TRAFFIC ISLAND AT THE
 FF0210'HIGHWAY JUNCTION JUST WEST OF THE POST OFFICE AND AT THE
 FF0210'INTERSECTION OF BROADWAY AVENUE AND NO. MISSOURI STREET IN WEST
 FF0210'MEMPHIS, GO WEST ON U.S. HIGHWAY NO. 70 AND U.S. HIGHWAY NO.
 FF0210'79 FOR 6.0 MILES TO THE LEHI CORNER WHERE U.S. HIGHWAY NO.
 FF0210'79 TURNS LEFT.  HERE CONTINUE WEST ON U.S. HIGHWAY NO. 70 FOR
 FF0210'4.4 MILES TO A CROSSROAD AT THE PROCTOR JUNCTION GROCERY IN
 FF0210'THE SOUTHWEST ANGLE.  HERE TURN LEFT AND GO SOUTH ON A
 FF0210'GRAVELED ROAD FOR 4.0 MILES TO A T ROAD EAST AND WEST, TURN
 FF0210'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.55 MILE TO A T
 FF0210'ROAD RIGHT LEADING INTO THE SMALL COMMUNITY OF BROWNS AND
 FF0210'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST
 FF0210'ON A GRAVELED ROAD FOR 0.75 MILE TO A T ROAD RIGHT, TURN
 FF0210'NORTH AND GO 0.1 MILE TO TWO SECTION HOUSES ON THE RIGHT
 FF0210'AND THE STATION AS DESCRIBED.
 FF0210'
 FF0210'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF0210
 FF0210                          STATION RECOVERY (1956)
 FF0210
 FF0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0210'THE STATION, REFERENCE MARKS NO. 2, 3, AND 4 AND THE AZIMUTH
 FF0210'MARK WERE RECOVERED AS DESCRIBED.  REFERENCE
 FF0210'MARKS NO. 2 AND 3 ARE SET ON RAILROAD FILL AND ARE SUBJECT
 FF0210'TO MOVEMENT.  THE UNDERGROUND MARK OF BROWNS 1916 WAS NOT
 FF0210'SEARCHED FOR.  THE STATION MARK, RM NO. 4 AND THE AZIMUTH MARK
 FF0210'ARE IN GOOD CONDITION.
 FF0210
 FF0210                          STATION RECOVERY (1956)
 FF0210
 FF0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0210'4.4 MI W FROM EDMONDSON.
 FF0210'4.45 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0210'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0210'AT BROWNS, ABOUT 80 YARDS SOUTHEAST OF ROAD CROSSING, 122.8
 FF0210'FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 138 FEET
 FF0210'SOUTH-SOUTHEAST OF SOUTH CORNER OF TRESTLE NO. 20.6 OVER A
 FF0210'DITCH, 113 1/2 FEET SOUTH-SOUTHEAST OF THE FIRST TELEPHONE POLE
 FF0210'SOUTHWEST OF TRESTLE, 61 1/2 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 FF0210'PORCH CORNER OF THE EAST ONE OF TWO RAILROAD SECTION HOUSES, 83.7
 FF0210'FEET EAST-NORTHEAST OF RM NO. 4, ON THE WEST BANK OF DRAINAGE
 FF0210'DITCH, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2
 FF0210'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0210'PROJECTING 7 INCHES.
 FF0210
 FF0210                          STATION RECOVERY (1957)
 FF0210
 FF0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 FF0210'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 FF0210'IN GOOD CONDITION.  AN ADDITIONAL NOTE-
 FF0210'
 FF0210'THE PROCTOR JUNCTION GROCERY STORE MENTIONED IN THE TO REACH
 FF0210'IN THE ORIGINAL DESCRIPTION IS NOW THE J.E. NEAL AND SON
 FF0210'GROCERY STORE.
 FF0210
 FF0210                          STATION RECOVERY (2003)
 FF0210
 FF0210'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0211 ***********************************************************************
 FF0211  DESIGNATION -  BROWNS 2 AZ MK
 FF0211  PID         -  FF0211
 FF0211  STATE/COUNTY-  AR/CRITTENDEN
 FF0211  USGS QUAD   -  EDMONDSON (1981)
 FF0211
 FF0211                         *CURRENT SURVEY CONTROL
 FF0211  ___________________________________________________________________
 FF0211* NAD 83(1986)-  35 05 23.     (N)    090 22 25.     (W)     SCALED    
 FF0211* NAVD 88     -        62.230  (meters)     204.17   (feet)  ADJUSTED  
 FF0211  ___________________________________________________________________
 FF0211  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF0211  DYNAMIC HT  -          62.174 (meters)     203.98  (feet)  COMP
 FF0211  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 FF0211
 FF0211  VERT ORDER  -  FIRST     CLASS II
 FF0211
 FF0211.The horizontal coordinates were scaled from a topographic map and have
 FF0211.an estimated accuracy of +/- 6 seconds.
 FF0211
 FF0211.The orthometric height was determined by differential leveling
 FF0211.and adjusted by the National Geodetic Survey in June 1991..
 FF0211
 FF0211.The geoid height was determined by GEOID03.
 FF0211
 FF0211.The dynamic height is computed by dividing the NAVD 88
 FF0211.geopotential number by the normal gravity value computed on the
 FF0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0211.degrees latitude (g = 980.6199 gals.).
 FF0211
 FF0211.The modeled gravity was interpolated from observed gravity values.
 FF0211
 FF0211;                    North         East    Units  Estimated Accuracy
 FF0211;SPC AR N     -    85,140.      548,300.      MT  (+/- 180 meters Scaled)
 FF0211
 FF0211                          SUPERSEDED SURVEY CONTROL
 FF0211
 FF0211  NGVD 29 (??/??/??)   62.208  (m)          204.09   (f) ADJUSTED    1 2
 FF0211
 FF0211.Superseded values are not recommended for survey control.
 FF0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0211.See file dsdata.txt to determine how the superseded data were derived.
 FF0211
 FF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU394861(NAD 83)
 FF0211_MARKER: DZ = AZIMUTH MARK DISK
 FF0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0211_STAMPING: BROWNS 2 1954
 FF0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0211+STABILITY: SURFACE MOTION
 FF0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0211+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF0211
 FF0211  HISTORY     - Date     Condition        Report By
 FF0211  HISTORY     - 1954     MONUMENTED       CGS
 FF0211  HISTORY     - 1956     GOOD             CGS
 FF0211  HISTORY     - 20030326 GOOD             USACE
 FF0211
 FF0211                          STATION DESCRIPTION
 FF0211
 FF0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0211'3.9 MI SW FROM EDMONDSON.
 FF0211'3.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0211'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0211'THENCE ABOUT 0.85 MILE SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 FF0211'ABOUT 0.6 MILE SOUTHWEST AND SOUTH ALONG ROAD FROM THE POST
 FF0211'OFFICE AT PROCTOR, AT THE JUNCTION OF AN EAST-WEST GRAVEL ROAD,
 FF0211'27 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 15 FEET EAST
 FF0211'OF THE EXTENDED CENTER LINE OF GRAVEL ROAD NORTH, 1 1/2 FEET
 FF0211'WEST OF A POWER LINE POLE WITH LINES EXTENDING EAST-WEST AND
 FF0211'NORTH, 51 FEET EAST OF A CONCRETE POST MARKED FAS 853, 2 FEET
 FF0211'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW
 FF0211'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0211'1 INCH.
 FF0211
 FF0211                          STATION RECOVERY (2003)
 FF0211
 FF0211'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0209 ***********************************************************************
 FF0209  DESIGNATION -  BROWNS 2 RM 4
 FF0209  PID         -  FF0209
 FF0209  STATE/COUNTY-  AR/CRITTENDEN
 FF0209  USGS QUAD   -  CHATFIELD (1992)
 FF0209
 FF0209                         *CURRENT SURVEY CONTROL
 FF0209  ___________________________________________________________________
 FF0209* NAD 83(1986)-  35 05 31.     (N)    090 23 11.     (W)     SCALED    
 FF0209* NAVD 88     -        62.746  (meters)     205.86   (feet)  ADJUSTED  
 FF0209  ___________________________________________________________________
 FF0209  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF0209  DYNAMIC HT  -          62.690 (meters)     205.68  (feet)  COMP
 FF0209  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 FF0209
 FF0209  VERT ORDER  -  FIRST     CLASS II
 FF0209
 FF0209.The horizontal coordinates were scaled from a topographic map and have
 FF0209.an estimated accuracy of +/- 6 seconds.
 FF0209
 FF0209.The orthometric height was determined by differential leveling
 FF0209.and adjusted by the National Geodetic Survey in June 1991..
 FF0209
 FF0209.The geoid height was determined by GEOID03.
 FF0209
 FF0209.The dynamic height is computed by dividing the NAVD 88
 FF0209.geopotential number by the normal gravity value computed on the
 FF0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0209.degrees latitude (g = 980.6199 gals.).
 FF0209
 FF0209.The modeled gravity was interpolated from observed gravity values.
 FF0209
 FF0209;                    North         East    Units  Estimated Accuracy
 FF0209;SPC AR N     -    85,370.      547,130.      MT  (+/- 180 meters Scaled)
 FF0209
 FF0209                          SUPERSEDED SURVEY CONTROL
 FF0209
 FF0209  NGVD 29 (??/??/??)   62.724  (m)          205.79   (f) ADJUSTED    1 2
 FF0209
 FF0209.Superseded values are not recommended for survey control.
 FF0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0209.See file dsdata.txt to determine how the superseded data were derived.
 FF0209
 FF0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU382863(NAD 83)
 FF0209_MARKER: DR = REFERENCE MARK DISK
 FF0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0209_STAMPING: BROWNS 2 NO 4 1954
 FF0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0209+STABILITY: SURFACE MOTION
 FF0209
 FF0209  HISTORY     - Date     Condition        Report By
 FF0209  HISTORY     - 1954     MONUMENTED       CGS
 FF0209  HISTORY     - 1956     GOOD             CGS
 FF0209  HISTORY     - 20030326 MARK NOT FOUND   USACE
 FF0209
 FF0209                          STATION DESCRIPTION
 FF0209
 FF0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0209'4.4 MI W FROM EDMONDSON.
 FF0209'4.45 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0209'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0209'ABOUT 60 YARDS SOUTHEAST OF ROAD CROSSING AT BROWNS, ABOUT 0.9
 FF0209'MILE WEST OF STATION SIGN AT PROCTOR, 152 FEET SOUTH-SOUTHEAST
 FF0209'OF NEAR RAIL OF TRACK, 44 FEET SOUTH OF THE SOUTHWEST CORNER
 FF0209'OF THE EAST ONE OF TWO RAILROAD SECTION HOUSES, 1 1/2 FEET
 FF0209'SOUTH OF A POWER POLE, 83.7 FEET WEST-SOUTHWEST OF THE STATION
 FF0209'MARK, 21 1/2 FEET NORTH OF A WIRE FENCE, ABOUT 5 FEET BELOW
 FF0209'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 3
 FF0209'INCHES UNDERGROUND.
 FF0209
 FF0209                          STATION RECOVERY (2003)
 FF0209
 FF0209'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1667 ***********************************************************************
 FG1667  DESIGNATION -  BROWNSVILLE
 FG1667  PID         -  FG1667
 FG1667  STATE/COUNTY-  AR/CLEBURNE
 FG1667  USGS QUAD   -  BROWNSVILLE (1981)
 FG1667
 FG1667                         *CURRENT SURVEY CONTROL
 FG1667  ___________________________________________________________________
 FG1667* NAD 83(1997)-  35 35 42.03225(N)    092 05 26.67478(W)     ADJUSTED  
 FG1667* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 FG1667  ___________________________________________________________________
 FG1667  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 FG1667  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FG1667
 FG1667  HORZ ORDER  -  THIRD
 FG1667
 FG1667.The horizontal coordinates were established by classical geodetic methods
 FG1667.and adjusted by the National Geodetic Survey in September 1999..
 FG1667
 FG1667.The orthometric height was scaled from a topographic map.
 FG1667
 FG1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1667
 FG1667.The geoid height was determined by GEOID03.
 FG1667
 FG1667;                    North         East     Units Scale Factor Converg.
 FG1667;SPC AR N     -   139,975.965   391,777.177   MT  0.99993595   -0 03 10.1
 FG1667;SPC AR N     -   459,237.81  1,285,355.62   sFT  0.99993595   -0 03 10.1
 FG1667;UTM  15      - 3,939,410.972   582,367.244   MT  0.99968360   +0 31 45.4
 FG1667
 FG1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1667!SPC AR N     -   0.99997197  x   0.99993595  =   0.99990792
 FG1667!UTM  15      -   0.99997197  x   0.99968360  =   0.99965557
 FG1667
 FG1667|---------------------------------------------------------------------|
 FG1667| PID    Reference Object                     Distance      Geod. Az  |
 FG1667|                                                           dddmmss.s |
 FG1667| CI1259 BROWNSVILLE RM 2                     14.810 METERS 01003     |
 FG1667| FF1886 DRASCO                              APPROX.10.1 KM 0640130.8 |
 FG1667| CI1258 BROWNSVILLE RM 1                     12.067 METERS 24007     |
 FG1667|---------------------------------------------------------------------|
 FG1667
 FG1667                          SUPERSEDED SURVEY CONTROL
 FG1667
 FG1667  NAD 83(1986)-  35 35 42.04473(N)    092 05 26.67296(W) AD(       ) 3
 FG1667  NAD 27      -  35 35 41.76700(N)    092 05 26.12500(W) AD(       ) 3
 FG1667
 FG1667.Superseded values are not recommended for survey control.
 FG1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1667.See file dsdata.txt to determine how the superseded data were derived.
 FG1667
 FG1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8236739411(NAD 83)
 FG1667_MARKER: DS = TRIANGULATION STATION DISK
 FG1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1667
 FG1667  HISTORY     - Date     Condition        Report By
 FG1667  HISTORY     - 1954     MONUMENTED       CGS
 FG1667  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FG1667  HISTORY     - 19720501 SEE DESCRIPTION  USGS
 FG1667
 FG1667                          STATION DESCRIPTION
 FG1667
 FG1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1667'THE STATION IS ABOUT 6 MILES EAST OF EDGEMONT, 1-1/4 MILES
 FG1667'WEST OF BROWNSVILLE, AND IN THE FARM YARD OF PROPERTY OWNED
 FG1667'BY MR. AVIN MURPHY.  IT IS IN THE CENTER OF A Y-INTERSECTION
 FG1667'FORMED BY A NORTH-SOUTH DIRT ROAD AND THE ENTRANCE LANES TO
 FG1667'THE FARM HOUSE, ABOUT 100 FEET WEST OF THE FARM HOUSE, 45 FEET
 FG1667'EAST OF THE CENTER OF THE DIRT ROAD, 32 FEET EAST OF A LONE
 FG1667'PINE TREE, AND 6 FEET NORTHWEST OF A 4 IN BY 4 IN PAINTED WHITE
 FG1667'WITNESS POST.
 FG1667'
 FG1667'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 FG1667'16 AT THE W.C. FIELDS STORE ABOUT 0.5 MILE SOUTH OF SHIRLEY,
 FG1667'GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 16 FOR 11.3 MILES TO THE
 FG1667'CENTER OF A NARROW SUSPENSION BRIDGE, CONTINUE FOR 1.25 MILE TO A
 FG1667'SIDE ROAD ON THE LEFT, THEN LEFT, EASTERLY ON A GRAVELED ROAD
 FG1667'FOR 5.6 MILES TO A SIDE ROAD ON THE RIGHT, THEN RIGHT,SOUTHERLY,
 FG1667'ON A NARROW DIRT ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 FG1667'
 FG1667'THE STATION MARK IS ABOUT FLUSH WITH THE GROUND, AND THE DISK IS
 FG1667'STAMPED BROWNSVILLE 1954.
 FG1667'
 FG1667'REFERENCE MARK 1 IS 15 FEET SOUTH OF THE LONE PINE TREE, AND 12
 FG1667'FEET EAST OF THE CENTER OF THE DIRT ROAD.  IT IS ABOUT FLUSH
 FG1667'WITH THE GROUND, AND THE DISK IS STAMPED BROWNSVILLE NO 1 1954.
 FG1667'
 FG1667'REFERENCE MARK 2 IS 66 FEET NORTHEAST OF THE PINE TREE, 33
 FG1667'FEET EAST OF THE CENTER OF THE DIRT ROAD, 25 FEET NORTH OF
 FG1667'THE CENTER OF A FARM LANE, AND 6 FEET SOUTH OF THE CENTER OF A
 FG1667'FARM LANE.  IT PROJECTS ABOUT 3 INCHES, AND THE DISK IS STAMPED
 FG1667'BROWNSVILLE NO 2 1954.
 FG1667'
 FG1667'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK AT THIS STATION.
 FG1667'
 FG1667'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FG1667
 FG1667                          STATION RECOVERY (1972)
 FG1667
 FG1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1667'THE SUB-SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 FG1667'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE TOP OF THE SURFACE
 FG1667'STATION MARK HAD BEEN BROKEN OFF BY ROAD MACHINERY.  A NEW SURFACE
 FG1667'STATION MARK WAS SET DIRECTLY OVER THE SUB-SURFACE STATION MARK.
 FG1667'THE DISTANCES TO THE REFERENCE MARKS AND THE ANGLE BETWEEN THE
 FG1667'REFERENCE MARKS COMPARED GOOD WITH THE PREVIOUS DATA.
 FG1667'
 FG1667'THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE WITH
 FG1667'THE EXCEPTION THAT THE GRAVELED ROAD IS NOW STATE HIGHWAY 92.
 FG1667'
 FG1667'FOLLOWING IS A DESCRIPTION OF THE STATION MARK AND ADDITIONAL NOTES
 FG1667'FOR THE REFERENCE MARKS.
 FG1667'
 FG1667'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BROWNSVILLE 1954
 FG1667'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FG1667'IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 116.5 FEET SOUTHWEST
 FG1667'OF THE SOUTHWEST CORNER OF THE CABIN, 41 FEET EAST OF AN 8-INCH
 FG1667'OAK TREE, 20 FEET NORTH OF THE CENTER OF A DRIVEWAY, 13 FEET
 FG1667'NORTHWEST OF A 3-INCH IRON PIPE PROJECTING 3 FEET (NORTH ONE OF
 FG1667'TWO IRON PIPES) AND 2 FEET WEST OF A METAL WITNESS POST.
 FG1667'
 FG1667'REFERENCE MARK IS 31 FEET WEST OF THE CENTER OF A TRACK ROAD AND 1
 FG1667'FOOT SOUTH OF A METAL WITNESS POST.
 FG1667'
 FG1667'REFERENCE MARK 2 IS 79.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FG1667'THE CABIN, 50.5 FEET WEST OF A LONE 8-INCH PINE TREE, 12.5 FEET EAST
 FG1667'OF THE CENTER OF THE TRACK ROAD AND 1.5 FEET SOUTH OF A METAL
 FG1667'WITNESS POST.
 FG1667'
 FG1667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 FG1667'EDGEMONT.
 FG1667
 FG1667                          STATION RECOVERY (1972)
 FG1667
 FG1667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 FG1667'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3062 ***********************************************************************
 EH3062  DESIGNATION -  BRUMMITT
 EH3062  PID         -  EH3062
 EH3062  STATE/COUNTY-  AR/PRAIRIE
 EH3062  USGS QUAD   -  GERIDGE (1969)
 EH3062
 EH3062                         *CURRENT SURVEY CONTROL
 EH3062  ___________________________________________________________________
 EH3062* NAD 83(1997)-  34 32 20.81585(N)    091 39 42.06992(W)     ADJUSTED  
 EH3062* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 EH3062  ___________________________________________________________________
 EH3062  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 EH3062  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH3062
 EH3062  HORZ ORDER  -  FIRST
 EH3062
 EH3062.The horizontal coordinates were established by classical geodetic methods
 EH3062.and adjusted by the National Geodetic Survey in September 1999..
 EH3062
 EH3062.The orthometric height was scaled from a topographic map.
 EH3062
 EH3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3062
 EH3062.The geoid height was determined by GEOID03.
 EH3062
 EH3062;                    North         East     Units Scale Factor Converg.
 EH3062;SPC AR S     -   607,732.563   431,054.837   MT  0.99995716   +0 11 21.7
 EH3062;SPC AR S     - 1,993,869.25  1,414,219.08   sFT  0.99995716   +0 11 21.7
 EH3062;UTM  15      - 3,822,747.945   622,808.169   MT  0.99978590   +0 45 32.0
 EH3062
 EH3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3062!SPC AR S     -   0.99999459  x   0.99995716  =   0.99995175
 EH3062!UTM  15      -   0.99999459  x   0.99978590  =   0.99978049
 EH3062
 EH3062|---------------------------------------------------------------------|
 EH3062| PID    Reference Object                     Distance      Geod. Az  |
 EH3062|                                                           dddmmss.s |
 EH3062| CY5339 BRUMMITT RM 1                        49.088 METERS 09156     |
 EH3062| EH3057 STUTTGART PROD RICE MILLS TANK      APPROX.11.2 KM 1092509.9 |
 EH3062| EH3058 STUTTGART ARK RICE GROWERS TK       APPROX.11.0 KM 1103203.0 |
 EH3062| EH3060 STUTTGART RAD KAA 0240 MAST         APPROX.11.1 KM 1111017.5 |
 EH3062| EH2988 STUTTGART SW ST MICROWAVE TWR       APPROX.12.4 KM 1171925.3 |
 EH3062| CY5338 BRUMMITT AZ MK                                     2661137.4 |
 EH3062| CY5340 BRUMMITT RM 2                        25.053 METERS 27204     |
 EH3062|---------------------------------------------------------------------|
 EH3062
 EH3062                          SUPERSEDED SURVEY CONTROL
 EH3062
 EH3062  NAD 83(1986)-  34 32 20.82226(N)    091 39 42.06419(W) AD(       ) 1
 EH3062  NAD 27      -  34 32 20.47641(N)    091 39 41.59193(W) AD(       ) 1
 EH3062
 EH3062.Superseded values are not recommended for survey control.
 EH3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3062.See file dsdata.txt to determine how the superseded data were derived.
 EH3062
 EH3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2280822748(NAD 83)
 EH3062_MARKER: DS = TRIANGULATION STATION DISK
 EH3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3062+STABILITY: SURFACE MOTION
 EH3062
 EH3062  HISTORY     - Date     Condition        Report By
 EH3062  HISTORY     - 1965     MONUMENTED       CGS
 EH3062  HISTORY     - 1967     GOOD             CGS
 EH3062  HISTORY     - 19980901 GOOD             NRCS
 EH3062
 EH3062                          STATION DESCRIPTION
 EH3062
 EH3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3062'STATION IS AT THE WEST EDGE OF THE COMMUNITY OF BRUMMITT,
 EH3062'0.2 MILE EAST OF THE BRIDGE OVER DENNIS SLOUGH, ABOUT 5
 EH3062'MILES EAST OF HUMNOKE, 8 MILES WEST-NORTHWEST OF STUTTGART
 EH3062'AND ON THE HIGHWAY RIGHT-OF-WAY.
 EH3062'
 EH3062'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 EH3062'AND STATE HIGHWAY 11 AND 130 AT THE NORTHWEST EDGE OF STUTTGART,
 EH3062'GO NORTH ON STATE HIGHWAY 11 AND 130 FOR 1.95 MILES TO WHERE
 EH3062'HIGHWAY 130 TURNS WEST AND HIGHWAY 11 CONTINUES NORTH.  TURN
 EH3062'LEFT AND GO WEST ON HIGHWAY 130 FOR 5.05 MILES TO A BRIDGE
 EH3062'OVER BAYOU METO.  CONTINUE WEST ON HIGHWAY 130 FOR 1.0 MILE
 EH3062'TO THE STATION ON THE RIGHT.
 EH3062'
 EH3062'STATION MARKS ARE STANDARD DISKS STAMPED BRUMMITT 1965.  THE
 EH3062'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH3062'5 INCHES.  IT IS 1.6 FEET SOUTH OF A METAL WITNESS POST,
 EH3062'56 FEET SOUTHWEST OF A 24 INCH PECAN TREE, 97 FEET EAST OF
 EH3062'A 30 INCH OAK TREE AND 104 FEET NORTH OF THE CENTERLINE
 EH3062'OF HIGHWAY 130.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EH3062'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 EH3062'
 EH3062'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRUMMITT NO
 EH3062'1 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH3062'2 INCHES.  IT IS 15 FEET WEST OF A 36 INCH OAK TREE, 102
 EH3062'FEET NORTH OF THE CENTERLINE OF HIGHWAY 130, 108 FEET SOUTHEAST
 EH3062'OF THE 24 INCH PECAN TREE AND 161 FEET EAST OF THE METAL
 EH3062'WITNESS POST.
 EH3062'
 EH3062'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRUMMITT
 EH3062'NO 2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH3062'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 15 FEET EAST
 EH3062'OF THE 30 INCH OAK TREE, 82 FEET WEST OF THE METAL WITNESS
 EH3062'POST AND 104 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 EH3062'
 EH3062'AZIMUTH MARK, A STANDARD DISK STAMPED BRUMMITT 1965, IS
 EH3062'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB OF A BRIDGE
 EH3062'OVER DENNIS SLOUGH.  IT IS 2.3 FEET EAST OF THE WEST END
 EH3062'OF THE BRIDGE AND 14 FEET SOUTH OF THE CENTERLINE OF THE
 EH3062'BRIDGE.
 EH3062'
 EH3062'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 EH3062'130 FOR 0.2 MILE TO THE BRIDGE OVER DENNIS SLOUGH AND THE
 EH3062'MARK ON THE LEFT AT THE SOUTHWEST END OF THE BRIDGE.
 EH3062'
 EH3062'NOTE- REFERENCE MARK NO. 1 MEASURED WITH A 300 FOOT TAPE
 EH3062'PULLING 7 KG. TENSION AND REFERENCE MARK NO. 2 MEASURED
 EH3062'WITH A 30 METER TAPE PULLING 5 KG. TENSION.
 EH3062'
 EH3062'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH3062
 EH3062                          STATION RECOVERY (1967)
 EH3062
 EH3062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3062'STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED.
 EH3062
 EH3062                          STATION RECOVERY (1998)
 EH3062
 EH3062'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3062'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0868 ***********************************************************************
 GF0868  DESIGNATION -  BRUSH
 GF0868  PID         -  GF0868
 GF0868  STATE/COUNTY-  AR/WASHINGTON
 GF0868  USGS QUAD   -  SPRING VALLEY (1976)
 GF0868
 GF0868                         *CURRENT SURVEY CONTROL
 GF0868  ___________________________________________________________________
 GF0868* NAD 83(1997)-  36 10 42.53591(N)    093 56 31.77225(W)     ADJUSTED  
 GF0868* NAVD 88     -       478.3    (meters)    1569.     (feet)  VERTCON   
 GF0868  ___________________________________________________________________
 GF0868  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GF0868  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GF0868
 GF0868  HORZ ORDER  -  FIRST
 GF0868
 GF0868.The horizontal coordinates were established by classical geodetic methods
 GF0868.and adjusted by the National Geodetic Survey in September 1999..
 GF0868
 GF0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0868
 GF0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0868
 GF0868.The geoid height was determined by GEOID03.
 GF0868
 GF0868;                    North         East     Units Scale Factor Converg.
 GF0868;SPC AR N     -   206,432.635   225,296.363   MT  0.99998962   -1 07 48.5
 GF0868;SPC AR N     -   677,271.07    739,159.82   sFT  0.99998962   -1 07 48.5
 GF0868;UTM  15      - 4,004,156.254   415,276.037   MT  0.99968844   -0 33 22.3
 GF0868
 GF0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0868!SPC AR N     -   0.99992932  x   0.99998962  =   0.99991894
 GF0868!UTM  15      -   0.99992932  x   0.99968844  =   0.99961778
 GF0868
 GF0868:                Primary Azimuth Mark                     Grid Az
 GF0868:SPC AR N     -  FORUM RM 3                               075 07 55.8
 GF0868:UTM  15      -  FORUM RM 3                               074 33 29.6
 GF0868
 GF0868|---------------------------------------------------------------------|
 GF0868| PID    Reference Object                     Distance      Geod. Az  |
 GF0868|                                                           dddmmss.s |
 GF0868| GF0861 FORUM RM 3                          APPROX.20.8 KM 0740007.3 |
 GF0868| GF0841 METALTON ATT MICROWAVE              APPROX.39.6 KM 0753435.4 |
 GF0868| CI1263 BRUSH RM 1                           39.502 METERS 09659     |
 GF0868| CI1261 BRUSH AZ MK                                        0980543.1 |
 GF0868| CI1264 BRUSH RM 2                           27.065 METERS 18205     |
 GF0868| CI1262 BRUSH AZ MK 2                                      2191706.2 |
 GF0868| GG0612 SPRINGDALE PRICE MTN N MAST         APPROX.12.2 KM 2650530.8 |
 GF0868| GG0654 SPRINGDALE SW MUN TANK              APPROX.18.8 KM 2674210.8 |
 GF0868|---------------------------------------------------------------------|
 GF0868
 GF0868                          SUPERSEDED SURVEY CONTROL
 GF0868
 GF0868  NAD 83(1997)-  36 10 42.54714(N)    093 56 31.77259(W) AD(       ) 1
 GF0868  NAD 83(1986)-  36 10 42.54647(N)    093 56 31.77296(W) AD(       ) 1
 GF0868  NAD 27      -  36 10 42.26700(N)    093 56 31.05900(W) AD(       ) 1
 GF0868  NGVD 29 (07/19/86)  478.2    (m)         1569.     (f) VERT ANG       
 GF0868
 GF0868.Superseded values are not recommended for survey control.
 GF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0868.See file dsdata.txt to determine how the superseded data were derived.
 GF0868
 GF0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1527604156(NAD 83)
 GF0868_MARKER: DS = TRIANGULATION STATION DISK
 GF0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0868
 GF0868  HISTORY     - Date     Condition        Report By
 GF0868  HISTORY     - 1940     MONUMENTED       CGS
 GF0868  HISTORY     - 1961     GOOD             CGS
 GF0868  HISTORY     - 1971     GOOD             NGS
 GF0868
 GF0868                          STATION DESCRIPTION
 GF0868
 GF0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0868'STATION IS LOCATED ABOUT 0.4 MILE NW OF SPRING VALLEY, ON A
 GF0868'PROMINENT MOUNTAIN, NEAR THE CORNER OF SEC. 34, T 18 N, R 28 W.
 GF0868'IT IS ON PROPERTY OF THE BEEN ESTATE.
 GF0868'
 GF0868'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARKS ARE
 GF0868'STANDARD BRONZE DISKS SET IN CONCRETE.
 GF0868'
 GF0868'THE STATION MARK IS STAMPED BRUSH 1940 AND PROJECTS 6 INCHES.
 GF0868'IT IS 4 FEET N OF A WHITE REFERENCE POST, 19 FEET S OF AN
 GF0868'8-INCH OAK TREE AND 13 FEET N OF A 6-INCH SASSAFRAS TREE.
 GF0868'
 GF0868'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK STAMPED BRUSH
 GF0868'NO. 1 1940 AND IS SET IN A DRILL HOLE IN A FLAT 6-BY 8-FOOT
 GF0868'BOULDER NEAR E EDGE OF MOUNTAIN.  IT IS 9 FEET S OF A 20-INCH
 GF0868'OAK TREE AND 6 FEET E OF A 20-INCH OAK TREE.
 GF0868'
 GF0868'REFERENCE MARK NO. 2 IS STAMPED BRUSH NO. 2 1940 AND PROJECTS
 GF0868'6 INCHES.  IT IS AT THE E SIDE OF THE CLEARING NEAR THE W EDGE
 GF0868'OF THE WOODS.
 GF0868'
 GF0868'THE AZIMUTH MARK IS STAMPED BRUSH 1940 AND PROJECTS 6 INCHES.
 GF0868'IT IS 2 FEET E OF A REFERENCE POST, 1 FOOT W OF A LARGE WOOD
 GF0868'GATE, AND 20 FEET S OF THE CENTER OF STATE HIGHWAY 68.  TO
 GF0868'REACH FROM POST OFFICE IN SPRING VALLEY, GO E ON STATE HIGHWAY
 GF0868'68 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT (S) SIDE OF
 GF0868'THE HIGHWAY.
 GF0868'
 GF0868'TO REACH THE STATION FROM THE POST OFFICE IN SPRING VALLEY, GO
 GF0868'E ON STATE HIGHWAY 68 FOR 0.1 MILE TO A T-ROAD TO THE LEFT (N),
 GF0868'TURN LEFT AND GO 0.35 MILE TO A WOOD GATE ON THE LEFT, TURN LEFT
 GF0868'THROUGH GATE AND GO 0.35 MILE TO A FARM HOUSE, PASS TO THE LEFT
 GF0868'OF FARM HOUSE AND FOLLOW WOODS ROAD UP HILL 0.3 MILE TO TOP OF
 GF0868'MOUNTAIN AND STATION IN CLEARING NEAR W EDGE OF WOODS.
 GF0868'
 GF0868'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GF0868
 GF0868                          STATION RECOVERY (1961)
 GF0868
 GF0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GF0868'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 GF0868'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 GF0868'REMOVED BY HIGHWAY IMPROVEMENT AND WAS FOUND LYING ON TOP OF THE
 GF0868'GROUND.  THE DISK WAS REMOVED FROM THE CONCRETE POST.  A NEW
 GF0868'AZIMUTH MARK WAS NOT ESTABLISHED AS NO OBJECTS WERE VISIBLE
 GF0868'FROM THE GROUND.
 GF0868'
 GF0868'TO REACH THE STATION FROM THE MAIN INTERSECTION ON STATE HIGHWAY
 GF0868'68 AT SPRING VALLEY, GO NORTHEAST ON GRAVEL ROAD (OLD HIGHWAY)
 GF0868'FOR 0.1 MILE TO FORKS, TAKE LEFT FORK AND GO NORTH FOR 0.35
 GF0868'MILE TO A FARM LANE ON THE LEFT, TURN LEFT AND GO WEST ON LANE
 GF0868'FOR 0.4 MILE TO FARMHOUSE, PASS TO LEFT OF HOUSE AND FOLLOW
 GF0868'OLD WOODS ROAD UP HILL TO STATION NEAR THE SOUTHEAST CORNER
 GF0868'OF AN OLD CLEARED FIELD.
 GF0868
 GF0868                          STATION RECOVERY (1971)
 GF0868
 GF0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0868'RM 1 TO RM 2 OBSTRUCTED BY TREES AND BRUSH.
 GF0868'
 GF0868'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 GF0868'GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME AS
 GF0868'THE ORIGINAL MARK HAD BEEN DESTROYED (SEE 1961 RECOVERY NOTE).  THE
 GF0868'ANGLE BETWEEN THE REFERENCE MARKS CHECKED THE ORIGINAL DATA.
 GF0868'DISTANCES TO REFERENCE MARKS 1 AND 2 WERE SHORTER BY 0.044 AND
 GF0868'0.019 METERS, RESPECTIVELY.  DUE TO THE ABOVE DISCREPANCIES A
 GF0868'COMPLETE NEW DESCRIPTION FOLLOWS.
 GF0868'
 GF0868'THE STATION IS ABOUT 10-1/2 MILES EAST OF SPRINGDALE, 2 MILES NORTH
 GF0868'AND 5 MILES WEST OF HINDSVILLE, 3 MILES NORTH OF MAYFIELD, IN THE
 GF0868'SOUTHEAST 1/4 OF SECTION 34, R 28 W, T 18 N, AND ON PROPERTY OF MR.
 GF0868'JUNIOR ROULES, BOX 256, ROUTE 2, SPRINGDALE, ARKANSAS.
 GF0868'
 GF0868'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF SPRING VALLEY,
 GF0868'ABOUT 11 MILES EAST OF SPRINGDALE, AT THE MAIN GRAVELED
 GF0868'INTERSECTION WITH STATE HIGHWAY 68, GO NORTHEAST ON GRAVELED ROAD
 GF0868'FOR 0.1 MILE TO A FORK.  KEEP LEFT AND FOLLOW MAIN GRAVELED ROAD
 GF0868'NORTHERLY FOR 0.35 MILE TO A FARM LANE ON THE LEFT.  TURN LEFT AND GO
 GF0868'WEST ON THE FARM LANE FOR 0.35 MILE TO MR. ROULES FARMHOUSE AND A
 GF0868'WIRE GATE TO THE SOUTH OF THE HOUSE.  PASS THROUGH THE WIRE GATE AND
 GF0868'GO SOUTHWEST FOLLOWING WOODS ROAD UPHILL FOR 0.15 MILE TO A FORK.
 GF0868'KEEP LEFT AND FOLLOW WOODS ROAD UPHILL, SOUTHERLY, FOR 0.15 MILE
 GF0868'TO THE EDGE OF AN OPEN FIELD AT A ROCK FENCE.  CONTINUE
 GF0868'EAST-SOUTHEAST ACROSS THE OPEN FOR 0.05 MILE TO THE EAST EDGE OF
 GF0868'THE WOODED AREA AND STATION.  NOTE--THIS IS A
 GF0868'4-WHEEL DRIVE STATION IN WET WEATHER.
 GF0868'
 GF0868'STATION MARK DISKS ARE STANDARD DISKS STAMPED BRUSH 1940.  THE
 GF0868'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GF0868'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 61.5
 GF0868'FEET NORTH OF A 15-INCH OAK TREE WITH A TRIANGLE BLAZE, 15 FEET
 GF0868'NORTH OF AN 8-INCH HICKORY TREE, 3.5 FEET SOUTHEAST OF A METAL
 GF0868'WITNESS POST AND AT THE EAST EDGE OF THE WOODED AREA.
 GF0868'
 GF0868'REFERENCE MARK 1, A STANDARD DISK STAMPED BRUSH NO 1 1940, IS
 GF0868'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 GF0868'SURFACE.  IT IS 132.5 FEET EAST OF THE METAL WITNESS POST, 25
 GF0868'FEET WEST OF THE ROCK LEDGE, 9 FEET SOUTH OF A 15-INCH WHITE OAK
 GF0868'TREE AND ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 GF0868'
 GF0868'REFERENCE MARK 2, A STANDARD DISK STAMPED BRUSH NO 2 1940, IS SET IN
 GF0868'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5-INCHES
 GF0868'ABOVE THE GROUND SURFACE.  IT IS 29 FEET SOUTH OF THE 15-INCH OAK
 GF0868'TREE WITH A TRIANGLE BLAZE, 4 FEET WEST OF THE EAST EDGE OF WOODED
 GF0868'AREA AND 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 GF0868'
 GF0868'AZIMUTH MARK, A STANDARD DISK STAMPED BRUSH 1940 1971, IS CEMENTED
 GF0868'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.
 GF0868'IT IS 125 FEET NORTHWEST OF THE EAST EDGE OF WOODED AREA AND 3 FEET
 GF0868'SOUTHEAST OF A METAL WITNESS POST.
 GF0868'
 GF0868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTHWEST
 GF0868'OF SPRING VALLEY.
 GF0868'
 GF0868'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1917 ***********************************************************************
 FG1917  DESIGNATION -  BRUSHY
 FG1917  PID         -  FG1917
 FG1917  STATE/COUNTY-  AR/FRANKLIN
 FG1917  USGS QUAD   -  YALE (1973)
 FG1917
 FG1917                         *CURRENT SURVEY CONTROL
 FG1917  ___________________________________________________________________
 FG1917* NAD 83(1997)-  35 38 04.34741(N)    093 44 25.72194(W)     ADJUSTED  
 FG1917* NAVD 88     -       636.5    (meters)    2088.     (feet)  VERTCON   
 FG1917  ___________________________________________________________________
 FG1917  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 FG1917  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FG1917
 FG1917  HORZ ORDER  -  FIRST
 FG1917
 FG1917.The horizontal coordinates were established by classical geodetic methods
 FG1917.and adjusted by the National Geodetic Survey in September 1999..
 FG1917
 FG1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1917
 FG1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1917
 FG1917.The geoid height was determined by GEOID03.
 FG1917
 FG1917;                    North         East     Units Scale Factor Converg.
 FG1917;SPC AR N     -   145,751.250   242,369.464   MT  0.99993632   -1 00 46.0
 FG1917;SPC AR N     -   478,185.56    795,173.82   sFT  0.99993632   -1 00 46.0
 FG1917;UTM  15      - 3,943,667.355   432,955.290   MT  0.99965539   -0 25 53.1
 FG1917
 FG1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1917!SPC AR N     -   0.99990459  x   0.99993632  =   0.99984091
 FG1917!UTM  15      -   0.99990459  x   0.99965539  =   0.99956001
 FG1917
 FG1917|---------------------------------------------------------------------|
 FG1917| PID    Reference Object                     Distance      Geod. Az  |
 FG1917|                                                           dddmmss.s |
 FG1917| CI1270 BRUSHY RM 1                          16.453 METERS 12747     |
 FG1917| FG1925 JETHRO                              APPROX.14.9 KM 2523347.1 |
 FG1917| CI1271 BRUSHY RM 2                          16.460 METERS 25243     |
 FG1917|---------------------------------------------------------------------|
 FG1917
 FG1917                          SUPERSEDED SURVEY CONTROL
 FG1917
 FG1917  NAD 83(1997)-  35 38 04.35828(N)    093 44 25.72160(W) AD(       ) 1
 FG1917  NAD 83(1986)-  35 38 04.35695(N)    093 44 25.72027(W) AD(       ) 1
 FG1917  NAD 27      -  35 38 04.06130(N)    093 44 25.02678(W) AD(       ) 1
 FG1917  NGVD 29 (07/19/86)  636.4    (m)         2088.     (f) VERT ANG       
 FG1917
 FG1917.Superseded values are not recommended for survey control.
 FG1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1917.See file dsdata.txt to determine how the superseded data were derived.
 FG1917
 FG1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3295543667(NAD 83)
 FG1917_MARKER: DS = TRIANGULATION STATION DISK
 FG1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1917
 FG1917  HISTORY     - Date     Condition        Report By
 FG1917  HISTORY     - 1971     MONUMENTED       NGS
 FG1917
 FG1917                          STATION DESCRIPTION
 FG1917
 FG1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1917'THE STATION IS ABOUT 10-1/2 MILES NORTH AND 4-3/4 MILES EAST OF
 FG1917'OZARK, 4 MILES SOUTH AND 4-1/2 MILES EAST OF CASS, 2-1/2 MILES WEST
 FG1917'OF THE FRANKLIN-JOHNSON COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION
 FG1917'10, T. 11 N., R. 26 W., NEAR THE NORTHEAST END OF A
 FG1917'NORTHEAST-SOUTHWEST FLAT TOP BRUSH COVERED RIDGE, ON U. S. FOREST
 FG1917'SERVICE PROPERTY.
 FG1917'
 FG1917'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FG1917'HIGHWAY 219 AT THE NORTHWEST CORNER OF THE SQUARE IN OZARK, GO WEST
 FG1917'ON U. S. HIGHWAY 64 FOR 0.9 MILE TO THE JUNCTION WITH STATE HIGHWAY
 FG1917'23 NORTH.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 23 FOR 3.0
 FG1917'MILES TO WHERE THE HIGHWAY PASSES UNDER INTERSTATE HIGHWAY 40.
 FG1917'CONTINUE NORTHERLY ON STATE HIGHWAY 23 FOR 1.7 MILES TO THE
 FG1917'JUNCTION WITH STATE HIGHWAY 352 ON THE RIGHT.  CONTINUE NORTHERLY ON
 FG1917'STATE HIGHWAY 23 FOR 5.95 MILES TO A SIGN NATIONAL FOREST.  CONTINUE
 FG1917'NORTHERLY ON STATE HIGHWAY 23 FOR 0.85 MILE TO THE JUNCTION WITH
 FG1917'ROAD 1500 ON THE RIGHT, (GRAVELED ROAD).  TURN RIGHT AND GO EAST ON
 FG1917'ROAD 1500 FOR 2.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 FG1917'EAST AND NORTHEAST ON GRAVELED ROAD FOR 1.85 MILES TO A FORK.
 FG1917'TAKE THE LEFT FORK, MAIN TRAVELED ROAD AND GO NORTHERLY FOR 3.4
 FG1917'MILES TO A SIDE ROAD LEFT AND A WIRE GATE.  TURN LEFT, PASSING
 FG1917'THROUGH GATE AND GO WEST FOR 0.1 MILE TO A SIDE ROAD RIGHT LEADING
 FG1917'TO A BARN.  CONTINUE WESTERLY ON GRADED ROAD FOR 0.45 MILE TO A
 FG1917'GATE.  PASS THROUGH GATE AND GO WEST AND SOUTHWEST FOR 0.35
 FG1917'MILE TO A DIM FORK.  TAKE THE RIGHT FORK AND CONTINUE
 FG1917'SOUTHWEST, UP STEEP HILL FOR 0.1 MILE TO THE TOP OF RIDGE AND
 FG1917'STATION.
 FG1917'
 FG1917'STATION MARKS ARE STANDARD DISKS, STAMPED BRUSHY 1971, THE SURFACE
 FG1917'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 FG1917'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 67.0 FEET WEST OF A
 FG1917'24-INCH OAK TREE WITH A TRIANGLE BLAZE AND 25.0 FEET NORTHEAST OF
 FG1917'AN 8-INCH LOCUST TREE WITH A TRIANGLE BLAZE.  THE UNDERGROUND DISK
 FG1917'IS SET IN AN IRREGULAR MASS OF CONCRETE 28 INCHES BELOW THE
 FG1917'GROUND SURFACE.
 FG1917'
 FG1917'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRUSHY NO 1 1971, SET
 FG1917'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 FG1917'4 INCHES ABOVE THE GROUND.  IT IS 68.0 FEET EAST OF THE 8 INCH
 FG1917'LOCUST TREE, 16.0 FEET SOUTHWEST OF THE 24-INCH OAK TREE AND ABOUT
 FG1917'2 FEET LOWER THAN THE STATION.
 FG1917'
 FG1917'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRUSHY NO 2 1971, SET IN
 FG1917'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 6
 FG1917'INCHES ABOVE THE GROUND.  IT IS 30.3 FEET WEST OF THE 8 INCH LOCUST
 FG1917'TREE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1917'
 FG1917'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1917'
 FG1917'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1776 ***********************************************************************
 FG1776  DESIGNATION -  BRYAN
 FG1776  PID         -  FG1776
 FG1776  STATE/COUNTY-  AR/SEARCY
 FG1776  USGS QUAD   -  MARSHALL (1980)
 FG1776
 FG1776                         *CURRENT SURVEY CONTROL
 FG1776  ___________________________________________________________________
 FG1776* NAD 83(1997)-  35 53 24.97968(N)    092 44 47.54773(W)     ADJUSTED  
 FG1776* NAVD 88     -       537.     (meters)    1762.     (feet)  SCALED    
 FG1776  ___________________________________________________________________
 FG1776  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FG1776  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FG1776
 FG1776  HORZ ORDER  -  FIRST
 FG1776
 FG1776.The horizontal coordinates were established by classical geodetic methods
 FG1776.and adjusted by the National Geodetic Survey in September 1999..
 FG1776
 FG1776.The orthometric height was scaled from a topographic map.
 FG1776
 FG1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1776
 FG1776.The geoid height was determined by GEOID03.
 FG1776
 FG1776;                    North         East     Units Scale Factor Converg.
 FG1776;SPC AR N     -   172,986.451   332,599.991   MT  0.99995016   -0 26 03.9
 FG1776;SPC AR N     -   567,539.71  1,091,205.14   sFT  0.99995016   -0 26 03.9
 FG1776;UTM  15      - 3,971,807.802   522,875.281   MT  0.99960645   +0 08 54.9
 FG1776
 FG1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1776!SPC AR N     -   0.99992011  x   0.99995016  =   0.99987027
 FG1776!UTM  15      -   0.99992011  x   0.99960645  =   0.99952659
 FG1776
 FG1776|---------------------------------------------------------------------|
 FG1776| PID    Reference Object                     Distance      Geod. Az  |
 FG1776|                                                           dddmmss.s |
 FG1776| CI1272 BRYAN RM 1                           16.999 METERS 15339     |
 FG1776| CI1273 BRYAN RM 2                           15.219 METERS 24515     |
 FG1776| FG1795 HORN                                APPROX.17.8 KM 2743318.6 |
 FG1776| GF0809 BOAT RM 3                           APPROX.35.6 KM 3134537.5 |
 FG1776|---------------------------------------------------------------------|
 FG1776
 FG1776                          SUPERSEDED SURVEY CONTROL
 FG1776
 FG1776  NAD 83(1986)-  35 53 24.99093(N)    092 44 47.54855(W) AD(       ) 1
 FG1776  NAD 27      -  35 53 24.71200(N)    092 44 46.95200(W) AD(       ) 1
 FG1776
 FG1776.Superseded values are not recommended for survey control.
 FG1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1776.See file dsdata.txt to determine how the superseded data were derived.
 FG1776
 FG1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2287571808(NAD 83)
 FG1776_MARKER: DS = TRIANGULATION STATION DISK
 FG1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1776
 FG1776  HISTORY     - Date     Condition        Report By
 FG1776  HISTORY     - 1953     MONUMENTED       CGS
 FG1776
 FG1776                          STATION DESCRIPTION
 FG1776
 FG1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1776'THE STATION IS ABOUT 6-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF
 FG1776'MARSHALL, 1-1/2 MILES SOUTH-SOUTHEAST OF DONGOLA, IN THE NORTHWEST
 FG1776'1/4 OF SECTION 1, T 14 N, R 17 W, ON THE HIGHEST POINT OF A
 FG1776'WOODED MOUNTAIN OWNED BY J.N. BRYAN.  IT IS 8 FEET SOUTHEAST OF A
 FG1776'WHITE WITNESS POST 6 INCHES IN DIAMETER.
 FG1776'
 FG1776'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND
 FG1776'U. S. HIGHWAY 65 IN MARSHALL, GO WEST AND NORTHWEST ON HIGHWAY 65
 FG1776'FOR 5.2 MILES TO A Y-JUNCTION, BEAR LEFT AND GO WESTERLY ON A
 FG1776'GRAVELED ROAD FOR 3.4 MILES TO A T-JUNCTION JUST WEST OF A
 FG1776'SCHOOLHOUSE AND EAST OF A STORE IN DONGOLA, TURN LEFT AND GO
 FG1776'SOUTHERLY ON A GRAVELED ROAD FOR 0.7 MILES TO A Y-JUNCTION AT A
 FG1776'CATTLE GUARD, CROSS THE CATTLE GUARD AND CONTINUE SOUTHERLY FOR
 FG1776'0.3 MILE TO THE HOME OF W.W. BRYAN, PASS TO THE RIGHT OF THE
 FG1776'HOUSE AND GO UP STEEP HILL TO A CROSSROADS AT THE TOP OF A
 FG1776'RIDGE AND THE END OF THE BLADED ROAD, CONTINUE STRAIGHT AHEAD
 FG1776'ON A TRACK ROAD FOR 0.5 MILE TO A TRIANGLE BLAZED TREE ON
 FG1776'THE LEFT, BEAR LEFT AND GO ABOUT 150 YARDS TO THE HIGHEST
 FG1776'POINT AND THE STATION.  A 4-WHEEL DRIVE TRUCK IS REQUIRED.
 FG1776'
 FG1776'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1776'BRYAN 1953.
 FG1776'
 FG1776'REFERENCE MARK 1 IS 61 FEET SOUTHEAST OF THE WITNESS POST.  THE
 FG1776'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRYAN NO 1 1953.
 FG1776'
 FG1776'REFERENCE MARK 2 IS 46 FEET SOUTHWEST OF THE WITNESS POST.  THE
 FG1776'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRYAN NO 2 1953.
 FG1776'
 FG1776'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 FG1776'
 FG1776'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0967 ***********************************************************************
 DK0967  DESIGNATION -  BRYANT
 DK0967  PID         -  DK0967
 DK0967  STATE/COUNTY-  AR/DESHA
 DK0967  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0967
 DK0967                         *CURRENT SURVEY CONTROL
 DK0967  ___________________________________________________________________
 DK0967* NAD 83(1986)-  33 36 41.     (N)    091 11 47.     (W)     SCALED    
 DK0967* NAVD 88     -        41.85   (+/-2cm)     137.3    (feet)  VERTCON   
 DK0967  ___________________________________________________________________
 DK0967  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0967
 DK0967  VERT ORDER  -  ? (See Below)
 DK0967
 DK0967.The horizontal coordinates were scaled from a topographic map and have
 DK0967.an estimated accuracy of +/- 6 seconds.
 DK0967
 DK0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0967.The vertical order pertains to the NGVD 29 superseded value.
 DK0967
 DK0967.The geoid height was determined by GEOID03.
 DK0967
 DK0967;                    North         East    Units  Estimated Accuracy
 DK0967;SPC AR S     -   505,070.      474,570.      MT  (+/- 180 meters Scaled)
 DK0967
 DK0967                          SUPERSEDED SURVEY CONTROL
 DK0967
 DK0967  NGVD 29 (??/??/??)   41.957  (m)          137.65   (f) ADJUSTED    ?  
 DK0967
 DK0967.Superseded values are not recommended for survey control.
 DK0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0967.See file dsdata.txt to determine how the superseded data were derived.
 DK0967
 DK0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT673205(NAD 83)
 DK0967_MARKER: P = PIPE CAP
 DK0967_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0967_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0967_STAMPING: BRYANT 1931
 DK0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0967
 DK0967  HISTORY     - Date     Condition        Report By
 DK0967  HISTORY     - 1931     MONUMENTED       DOD
 DK0967  HISTORY     - 1972     GOOD             USGS
 DK0967
 DK0967                          STATION DESCRIPTION
 DK0967
 DK0967'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DK0967'IN ARKANSAS CITY.
 DK0967'AT ARKANSAS CITY.  ABOUT 0.4 MI NE. ALONG ROBERT E. LEE ST. FROM THE
 DK0967'DESHA COUNTY COURTHOUSE.  IN NE. EDGE OF TOWN.  NEAR CENTER SEC. 33,
 DK0967'T. 12 S., R. 1 W.  39 FT SW. AND 36 FT SE. OF X-RD.  15 FT N. OF N.
 DK0967'CORNER OF HOUSE OWNED BY MRS. M. BRYANT.  ON TOP OF A 4 IN. DIA. IRON
 DK0967'PIPE PROJECTING 1.0 FT ABOVE GROUND LEVEL.  A STANDARD USCE TABLET
 DK0967'STAMPED BRYANT 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0851 ***********************************************************************
 GF0851  DESIGNATION -  BRYANT
 GF0851  PID         -  GF0851
 GF0851  STATE/COUNTY-  AR/MADISON
 GF0851  USGS QUAD   -  KINGSTON (1973)
 GF0851
 GF0851                         *CURRENT SURVEY CONTROL
 GF0851  ___________________________________________________________________
 GF0851* NAD 83(1997)-  36 01 38.52325(N)    093 35 01.01696(W)     ADJUSTED  
 GF0851* NAVD 88     -       555.3    (meters)    1822.     (feet)  VERTCON   
 GF0851  ___________________________________________________________________
 GF0851  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GF0851  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GF0851
 GF0851  HORZ ORDER  -  SECOND
 GF0851
 GF0851.The horizontal coordinates were established by classical geodetic methods
 GF0851.and adjusted by the National Geodetic Survey in September 1999..
 GF0851
 GF0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0851
 GF0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0851
 GF0851.The geoid height was determined by GEOID03.
 GF0851
 GF0851;                    North         East     Units Scale Factor Converg.
 GF0851;SPC AR N     -   189,089.923   257,275.747   MT  0.99996577   -0 55 17.4
 GF0851;SPC AR N     -   620,372.52    844,078.85   sFT  0.99996577   -0 55 17.4
 GF0851;UTM  15      - 3,987,141.440   447,417.991   MT  0.99963407   -0 20 35.8
 GF0851
 GF0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0851!SPC AR N     -   0.99991722  x   0.99996577  =   0.99988300
 GF0851!UTM  15      -   0.99991722  x   0.99963407  =   0.99955132
 GF0851
 GF0851|---------------------------------------------------------------------|
 GF0851| PID    Reference Object                     Distance      Geod. Az  |
 GF0851|                                                           dddmmss.s |
 GF0851| CI1275 BRYANT RM 1                          19.187 METERS 16143     |
 GF0851| CI1274 BRYANT AZ MK                                       2180158.3 |
 GF0851| GF0852 BRYANT RM 2                          13.613 METERS 25534     |
 GF0851|---------------------------------------------------------------------|
 GF0851
 GF0851                          SUPERSEDED SURVEY CONTROL
 GF0851
 GF0851  NAD 83(1997)-  36 01 38.53457(N)    093 35 01.01788(W) AD(       ) 2
 GF0851  NAD 83(1986)-  36 01 38.53407(N)    093 35 01.02104(W) AD(       ) 2
 GF0851  NAD 27      -  36 01 38.26140(N)    093 35 00.34542(W) AD(       ) 2
 GF0851  NGVD 29 (07/19/86)  555.2    (m)         1822.     (f) VERT ANG       
 GF0851
 GF0851.Superseded values are not recommended for survey control.
 GF0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0851.See file dsdata.txt to determine how the superseded data were derived.
 GF0851
 GF0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4741887141(NAD 83)
 GF0851_MARKER: DS = TRIANGULATION STATION DISK
 GF0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0851
 GF0851  HISTORY     - Date     Condition        Report By
 GF0851  HISTORY     - 1971     MONUMENTED       NGS
 GF0851
 GF0851                          STATION DESCRIPTION
 GF0851
 GF0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0851'THE STATION IS LOCATED ABOUT 15 MILES NORTH AND 10 MILES EAST OF
 GF0851'SAINT PAUL, 4 MILES SOUTH AND 9 MILES EAST OF HUNTSVILLE, 7 MILES
 GF0851'EAST OF THE JUNCTION OF STATE HIGHWAYS 23 AND 74, NEAR THE 1/4
 GF0851'SECTION OF SECTIONS 24 AND 25 AND ON STATE HIGHWAY RIGHT-OF-WAY
 GF0851'PROPERTY.  THE AZIMUTH MARK IS ON PROPERTY OWNED BY MR. FRANK
 GF0851'CORNETT, ROUTE 5, HUNTSVILLE, ARKANSAS.
 GF0851'
 GF0851'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 74,
 GF0851'ABOUT 4 MILES SOUTH OF HUNTSVILLE, GO EASTERLY ON STATE HIGHWAY 74
 GF0851'FOR 2.8 MILES TO THE END OF THE MACADAM ROAD.  CONTINUE EASTERLY ON
 GF0851'STATE HIGHWAY 74 FOR 3.7 MILES TO A CROSSROAD.  TURN RIGHT AND
 GF0851'FOLLOW STATE HIGHWAY 74 FOR 0.45 MILE TO A FORK.  *KEEP LEFT
 GF0851'AND FOLLOW STATE HIGHWAY 74 (GRAVELED ROAD) EASTERLY UP HILL FOR 1.05
 GF0851'MILES TO THE BRYANTS FARM HOME ON LEFT AND STATION AS DESCRIBED.
 GF0851'
 GF0851'*TO REACH THE AZIMUTH MARK FROM THE FORK, TURN RIGHT AND GO SOUTH
 GF0851'FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON
 GF0851'DIRT ROAD PASSING TO THE SOUTH OF MR. FRANK CARNETTS FARM HOUSE AND
 GF0851'GO 0.2 MILE TO A GATE ON RIGHT.  PASS THROUGH GATE AND FOLLOW
 GF0851'THE FARM TRACK ROAD UP HILL, SOUTH, SOUTHWEST AND SOUTHEAST FOR
 GF0851'0.8 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO
 GF0851'SOUTHERLY FOR 0.05 MILE TO THE TOP OF HILL, AN OPEN FIELD AND THE
 GF0851'MARK ON RIGHT AT THE NORTHEAST CORNER OF A HAY SHED.
 GF0851'
 GF0851'STATION MARKS ARE STANDARD DISKS STAMPED BRYANT 1971.  THE SURFACE
 GF0851'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GF0851'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 94.8 FEET EAST OF
 GF0851'THE SOUTHEAST CORNER OF MR. BRYANTS HOUSE, 37.0 FEET NORTHWEST OF
 GF0851'THE CENTER OF A GRAVELED ROAD, 4.7 FEET NORTHEAST OF A POWER LINE
 GF0851'POLE AND 3.0 FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 GF0851'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34-INCHES BELOW THE
 GF0851'GROUND SURFACE.
 GF0851'
 GF0851'REFERENCE MARK 1, A STANDARD DISK STAMPED BRYANT NO 1 1971, IS
 GF0851'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT PROJECTS
 GF0851'ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 62.0 FEET
 GF0851'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 26 FEET
 GF0851'SOUTH-SOUTHWEST OF THE POWER LINE POLE AND ABOUT THE SAME
 GF0851'ELEVATION AS THE STATION.
 GF0851'
 GF0851'REFERENCE MARK 2, A STANDARD DISK STAMPED BRYANT NO 2 1971, IS SET
 GF0851'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GF0851'FLUSH WITH THE GROUND SURFACE.  IT IS 69.6 FEET EAST-SOUTHEAST OF
 GF0851'THE SOUTHEAST CORNER OF THE HOUSE, 46.0 FEET NORTHWEST OF THE CENTER
 GF0851'OF THE GRAVELED ROAD, 45.0 FEET NORTHEAST OF THE CENTER OF THE
 GF0851'DRIVEWAY AND 40.0 FEET WEST OF THE POWER LINE POLE.  THE MARK IS 3
 GF0851'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 GF0851'
 GF0851'AZIMUTH MARK, A STANDARD DISK STAMPED BRYANT 1971, IS SET IN THE TOP
 GF0851'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH
 GF0851'THE GROUND SURFACE.  IT IS 28 FEET EAST OF A FENCE, 1.8 FEET EAST
 GF0851'OF A METAL WITNESS POST AND 1.5 FEET NORTHWEST OF THE NORTHEAST
 GF0851'CORNER OF A HAY SHED.
 GF0851'
 GF0851'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1727 ***********************************************************************
 EJ1727  DESIGNATION -  BRYANT MUNICIPAL STANDPIPE
 EJ1727  PID         -  EJ1727
 EJ1727  STATE/COUNTY-  AR/SALINE
 EJ1727  USGS QUAD   -  BRYANT (1987)
 EJ1727
 EJ1727                         *CURRENT SURVEY CONTROL
 EJ1727  ___________________________________________________________________
 EJ1727* NAD 83(1997)-  34 36 04.34890(N)    092 29 25.00076(W)     ADJUSTED  
 EJ1727* NAVD 88     -                                                        
 EJ1727  ___________________________________________________________________
 EJ1727  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 EJ1727  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ1727
 EJ1727  HORZ ORDER  -  THIRD
 EJ1727
 EJ1727.The horizontal coordinates were established by classical geodetic methods
 EJ1727.and adjusted by the National Geodetic Survey in September 1999..
 EJ1727
 EJ1727
 EJ1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1727
 EJ1727.The geoid height was determined by GEOID03.
 EJ1727
 EJ1727;                    North         East     Units Scale Factor Converg.
 EJ1727;SPC AR S     -   614,676.767   355,029.007   MT  0.99996728   -0 16 27.9
 EJ1727;SPC AR S     - 2,016,652.03  1,164,791.00   sFT  0.99996728   -0 16 27.9
 EJ1727;UTM  15      - 3,828,938.062   546,737.732   MT  0.99962692   +0 17 22.0
 EJ1727
 EJ1727                          SUPERSEDED SURVEY CONTROL
 EJ1727
 EJ1727  NAD 83(1986)-  34 36 04.36014(N)    092 29 24.99148(W) AD(       ) 4
 EJ1727  NAD 27      -  34 36 04.02313(N)    092 29 24.42298(W) AD(       ) 3
 EJ1727
 EJ1727.Superseded values are not recommended for survey control.
 EJ1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1727.See file dsdata.txt to determine how the superseded data were derived.
 EJ1727
 EJ1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4673828938(NAD 83)
 EJ1727_MARKER: 52 = STANDPIPE TANK
 EJ1727
 EJ1727  HISTORY     - Date     Condition        Report By
 EJ1727  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1727  HISTORY     - 19980425 GOOD             USPSQD
 EJ1727
 EJ1727                          STATION DESCRIPTION
 EJ1727
 EJ1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1727'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EJ1727'ON A HILL AT THE NORTH EDGE OF THE SMALL TOWN OF BRYANT.
 EJ1727'IT IS A STANDARD METAL STANDPIPE PAINTED ALUMINUM AND IS
 EJ1727'ABOUT 100 FEET HEIGH.
 EJ1727'
 EJ1727'TO REACH FROM THE POST OFFICE IN BRYANT, GO NORTH ON STATE
 EJ1727'HIGHWAY 183 FOR 0.35 MILE TO THE STANDPIPE ON THE LEFT.
 EJ1727
 EJ1727                          STATION RECOVERY (1998)
 EJ1727
 EJ1727'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0852 ***********************************************************************
 GF0852  DESIGNATION -  BRYANT RM 2
 GF0852  PID         -  GF0852
 GF0852  STATE/COUNTY-  AR/MADISON
 GF0852  USGS QUAD   -  KINGSTON (1973)
 GF0852
 GF0852                         *CURRENT SURVEY CONTROL
 GF0852  ___________________________________________________________________
 GF0852* NAD 83(1997)-  36 01 38.41311(N)    093 35 01.54352(W)     ADJUSTED  
 GF0852* NAVD 88     -       554.3    (meters)    1819.     (feet)  VERTCON   
 GF0852  ___________________________________________________________________
 GF0852  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GF0852  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GF0852
 GF0852  HORZ ORDER  -  SECOND
 GF0852
 GF0852.The horizontal coordinates were established by classical geodetic methods
 GF0852.and adjusted by the National Geodetic Survey in September 1999..
 GF0852
 GF0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0852
 GF0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0852
 GF0852.The geoid height was determined by GEOID03.
 GF0852
 GF0852;                    North         East     Units Scale Factor Converg.
 GF0852;SPC AR N     -   189,086.740   257,262.511   MT  0.99996576   -0 55 17.7
 GF0852;SPC AR N     -   620,362.08    844,035.42   sFT  0.99996576   -0 55 17.7
 GF0852;UTM  15      - 3,987,138.125   447,404.792   MT  0.99963408   -0 20 36.1
 GF0852
 GF0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0852!SPC AR N     -   0.99991738  x   0.99996576  =   0.99988314
 GF0852!UTM  15      -   0.99991738  x   0.99963408  =   0.99955149
 GF0852
 GF0852|---------------------------------------------------------------------|
 GF0852| PID    Reference Object                     Distance      Geod. Az  |
 GF0852|                                                           dddmmss.s |
 GF0852| GF0851 BRYANT                               13.613 METERS 07534     |
 GF0852| FG1905 CARTER                              APPROX. 5.6 KM 2091052.6 |
 GF0852|---------------------------------------------------------------------|
 GF0852
 GF0852                          SUPERSEDED SURVEY CONTROL
 GF0852
 GF0852  NAD 83(1997)-  36 01 38.42442(N)    093 35 01.54445(W) AD(       ) 2
 GF0852  NAD 83(1986)-  36 01 38.42393(N)    093 35 01.54760(W) AD(       ) 2
 GF0852  NAD 27      -  36 01 38.15122(N)    093 35 00.87198(W) AD(       ) 2
 GF0852  NGVD 29 (07/19/86)  554.2    (m)         1818.     (f) VERT ANG       
 GF0852
 GF0852.Superseded values are not recommended for survey control.
 GF0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0852.See file dsdata.txt to determine how the superseded data were derived.
 GF0852
 GF0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4740587138(NAD 83)
 GF0852_MARKER: DS = TRIANGULATION STATION DISK
 GF0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0852+STABILITY: SURFACE MOTION
 GF0852
 GF0852  HISTORY     - Date     Condition        Report By
 GF0852  HISTORY     - 1971     MONUMENTED       NGS
 GF0852
 GF0852                          STATION DESCRIPTION
 GF0852
 GF0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0852'REFERENCE MARK 2, A STANDARD DISK STAMPED BRYANT NO 2 1971, IS SET
 GF0852'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GF0852'FLUSH WITH THE GROUND SURFACE.  IT IS 69.6 FEET EAST SOUTHEAST OF
 GF0852'THE SOUTHEAST CORNER OF THE HOUSE, 46.0 FEET NORTHWEST OF THE CENTER
 GF0852'OF THE GRAVELED ROAD, 45.0 FEET NORTHEAST OF THE CENTER OF THE
 GF0852'DRIVEWAY AND 40.0 FEET WEST OF THE POWER LINE POLE.  THE MARK IS 3
 GF0852'FEET LOWER IN ELEVATION THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0876 ***********************************************************************
 EK0876  DESIGNATION -  BUCK
 EK0876  PID         -  EK0876
 EK0876  STATE/COUNTY-  AR/SEVIER
 EK0876  USGS QUAD   -  DE QUEEN (1966)
 EK0876
 EK0876                         *CURRENT SURVEY CONTROL
 EK0876  ___________________________________________________________________
 EK0876* NAD 83(1997)-  34 02 44.72821(N)    094 15 47.45314(W)     ADJUSTED  
 EK0876* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 EK0876  ___________________________________________________________________
 EK0876  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 EK0876  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EK0876
 EK0876  HORZ ORDER  -  SECOND
 EK0876
 EK0876.The horizontal coordinates were established by classical geodetic methods
 EK0876.and adjusted by the National Geodetic Survey in September 1999..
 EK0876
 EK0876.The orthometric height was scaled from a topographic map.
 EK0876
 EK0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0876
 EK0876.The geoid height was determined by GEOID03.
 EK0876
 EK0876;                    North         East     Units Scale Factor Converg.
 EK0876;SPC AR S     -   555,267.627   191,062.699   MT  0.99991849   -1 16 00.1
 EK0876;SPC AR S     - 1,821,740.54    626,844.87   sFT  0.99991849   -1 16 00.1
 EK0876;UTM  15      - 3,767,949.155   383,406.965   MT  0.99976757   -0 42 26.2
 EK0876
 EK0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0876!SPC AR S     -   0.99998176  x   0.99991849  =   0.99990025
 EK0876!UTM  15      -   0.99998176  x   0.99976757  =   0.99974933
 EK0876
 EK0876|---------------------------------------------------------------------|
 EK0876| PID    Reference Object                     Distance      Geod. Az  |
 EK0876|                                                           dddmmss.s |
 EK0876| CX5088 BUCK RM 1                            24.002 METERS 09359     |
 EK0876| DM1049 DE QUEEN                            APPROX. 8.5 KM 2221108.9 |
 EK0876| CX5089 BUCK RM 2                            29.619 METERS 26611     |
 EK0876| CX5087 BUCK AZ MK                                         2723004.2 |
 EK0876|---------------------------------------------------------------------|
 EK0876
 EK0876                          SUPERSEDED SURVEY CONTROL
 EK0876
 EK0876  NAD 83(1997)-  34 02 44.73162(N)    094 15 47.45172(W) AD(       ) 2
 EK0876  NAD 83(1986)-  34 02 44.73613(N)    094 15 47.44689(W) AD(       ) 2
 EK0876  NAD 27      -  34 02 44.32400(N)    094 15 46.71500(W) AD(       ) 2
 EK0876
 EK0876.Superseded values are not recommended for survey control.
 EK0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0876.See file dsdata.txt to determine how the superseded data were derived.
 EK0876
 EK0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8340767949(NAD 83)
 EK0876_MARKER: DS = TRIANGULATION STATION DISK
 EK0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0876
 EK0876  HISTORY     - Date     Condition        Report By
 EK0876  HISTORY     - 1952     MONUMENTED       CGS
 EK0876  HISTORY     - 1962     GOOD             CGS
 EK0876
 EK0876                          STATION DESCRIPTION
 EK0876
 EK0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0876'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST AND 1/2 MILE NORTH
 EK0876'OF THE CENTER OF DE QUEEN ON THE SOUTH SIDE OF U.S. HIGHWAY 71.
 EK0876'IT IS 52 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 71, 25 FEET
 EK0876'WEST OF AN OAK TREE WITH A TRIANGLE BLAZE AND 4 FEET SOUTHWEST
 EK0876'OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH THE
 EK0876'GROUND AND THE DISK IS STAMPED BUCK 1952.
 EK0876'
 EK0876'REFERENCE MARK NO. 1 IS 59 FEET SOUTH OF THE CENTERLINE OF
 EK0876'U.S. HIGHWAY 71.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 EK0876'DISK IS STAMPED BUCK NO 1 1952.
 EK0876'
 EK0876'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF A CUT BANK.  THE
 EK0876'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BUCK
 EK0876'NO 2 1952.
 EK0876'
 EK0876'AZIMUTH MARK IS 45 FEET NORTH OF THE CENTERLINE OF U.S.
 EK0876'HIGHWAY 71 AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 EK0876'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED BUCK 1952.
 EK0876'
 EK0876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 EK0876'AND 71 AT THE NORTH EDGE OF DE QUEEN, GO EAST ON U.S. HIGHWAY
 EK0876'71 FOR 3.4 MILES TO AZIMUTH MARK ON NORTH SIDE OF HIGHWAY
 EK0876'AS DESCRIBED.  CONTINUE EAST ON HIGHWAY FOR 0.2 MILE TO STATION
 EK0876'ON SOUTH SIDE OF ROAD AS DESCRIBED.
 EK0876'
 EK0876'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EK0876
 EK0876                          STATION RECOVERY (1962)
 EK0876
 EK0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EK0876'THIS STATION AND R.M. NO. 2 WERE RECOVERED AND FOUND IN GOOD
 EK0876'CONDITION.  R.M. NO. 1 WAS FOUND LYING ON ITS SIDE NEAR THE
 EK0876'ORIGINAL LOCATION AND WAS JUST BELOW THE SURFACE OF THE GROUND.
 EK0876'THE AZIMUTH MARK WAS NOT RECOVERED AND WAS EVIDENTLY DESTROYED
 EK0876'BY HIGHWAY IMPROVMENT.  NO MARKS WERE REPLACED NOR ANGLES
 EK0876'TURNED AT THIS STATION AS NO OBJECTS WERE VISABLE FROM THE
 EK0876'GROUND.
 EK0876'
 EK0876'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 EK0876'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2049 ***********************************************************************
 EJ2049  DESIGNATION -  BUCK KNOB
 EJ2049  PID         -  EJ2049
 EJ2049  STATE/COUNTY-  AR/SCOTT
 EJ2049  USGS QUAD   -  BUCK KNOB (1985)
 EJ2049
 EJ2049                         *CURRENT SURVEY CONTROL
 EJ2049  ___________________________________________________________________
 EJ2049* NAD 83(1997)-  34 41 26.76110(N)    093 56 33.85262(W)     ADJUSTED  
 EJ2049* NAVD 88     -       696.0    (meters)    2283.     (feet)  VERTCON   
 EJ2049  ___________________________________________________________________
 EJ2049  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 EJ2049  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 EJ2049
 EJ2049  HORZ ORDER  -  SECOND
 EJ2049
 EJ2049.The horizontal coordinates were established by classical geodetic methods
 EJ2049.and adjusted by the National Geodetic Survey in September 1999..
 EJ2049
 EJ2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2049
 EJ2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2049
 EJ2049.The geoid height was determined by GEOID03.
 EJ2049
 EJ2049;                    North         East     Units Scale Factor Converg.
 EJ2049;SPC AR N     -    41,411.308   221,987.984   MT  1.00005653   -1 07 49.7
 EJ2049;SPC AR N     -   135,863.60    728,305.58   sFT  1.00005653   -1 07 49.7
 EJ2049;SPC AR S     -   626,193.025   222,000.038   MT  0.99998395   -1 05 14.4
 EJ2049;SPC AR S     - 2,054,434.95    728,345.12   sFT  0.99998395   -1 05 14.4
 EJ2049;UTM  15      - 3,839,155.513   413,649.937   MT  0.99969190   -0 32 11.7
 EJ2049
 EJ2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2049!SPC AR N     -   0.99989543  x   1.00005653  =   0.99995195
 EJ2049!SPC AR S     -   0.99989543  x   0.99998395  =   0.99987938
 EJ2049!UTM  15      -   0.99989543  x   0.99969190  =   0.99958736
 EJ2049
 EJ2049|---------------------------------------------------------------------|
 EJ2049| PID    Reference Object                     Distance      Geod. Az  |
 EJ2049|                                                           dddmmss.s |
 EJ2049| CX5090 BUCK KNOB RM 1                        9.474 METERS 18635     |
 EJ2049| EJ2048 BUCK KNOB LOOKOUT TOWER              17.251 METERS 23546     |
 EJ2049| CX5091 BUCK KNOB RM 2                       18.167 METERS 24806     |
 EJ2049| EK0817 BLUE                                APPROX. 9.7 KM 2670540.2 |
 EJ2049|---------------------------------------------------------------------|
 EJ2049
 EJ2049                          SUPERSEDED SURVEY CONTROL
 EJ2049
 EJ2049  NAD 83(1997)-  34 41 26.76683(N)    093 56 33.84943(W) AD(       ) 2
 EJ2049  NAD 83(1986)-  34 41 26.76773(N)    093 56 33.84513(W) AD(       ) 2
 EJ2049  NAD 27      -  34 41 26.39000(N)    093 56 33.11360(W) AD(       ) 2
 EJ2049  NGVD 29 (07/19/86)  695.9    (m)         2283.     (f) VERT ANG       
 EJ2049
 EJ2049.Superseded values are not recommended for survey control.
 EJ2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2049.See file dsdata.txt to determine how the superseded data were derived.
 EJ2049
 EJ2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1365039156(NAD 83)
 EJ2049_MARKER: DS = TRIANGULATION STATION DISK
 EJ2049_SETTING: 80 = SET IN A BOULDER
 EJ2049_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ2049
 EJ2049  HISTORY     - Date     Condition        Report By
 EJ2049  HISTORY     - 1956     MONUMENTED       CGS
 EJ2049
 EJ2049                          STATION DESCRIPTION
 EJ2049
 EJ2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2049'THE STATION IS LOCATED IN THE QUACHITA NATIONAL FOREST, ABOUT
 EJ2049'16 MILES SOUTH-SOUTHEAST OF WALDRON, AND ABOUT 8 MILES
 EJ2049'EAST-SOUTHEAST OF Y CITY.  IT IS ON THE SUMMIT OF A PROMINENT
 EJ2049'PEAK KNOWN AS BUCK KNOB.
 EJ2049'
 EJ2049'TO REACH FROM THE POST OFFICE IN WALDRON, GO SOUTH ON U.S.
 EJ2049'HIGHWAY 71 FOR 14 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 EJ2049'270 IN Y CITY.  TURN LEFT (SOUTHEAST) ON HIGHWAY 270 AND GO
 EJ2049'11.7 MILES TO A GRADED SIDE ROAD RIGHT, OPPOSITE SIGN BUCK
 EJ2049'KNOB LOOKOUT TOWER 9.  TURN RIGHT (SOUTH) AND GO 1.8 MILES
 EJ2049'TO A SIDE ROAD LEFT.  KEEP STRAIGHT AHEAD (SOUTH) AND GO
 EJ2049'2.9 MILES TO A FORK.  KEEP RIGHT (NORTHWEST) AND GO 2.7 MILES
 EJ2049'TO LOOKOUT TOWER AND STATION.
 EJ2049'
 EJ2049'THE STATION MARK, STAMPED BUCK KNOB 1956, IS A STANDARD
 EJ2049'BRONZE DISK SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EJ2049'6 INCHES.  IT IS IN THE NORTHEAST CORNER OF THE HILL TOP.
 EJ2049'
 EJ2049'REFERENCE MARK 1, STAMPED BUCK KNOB NO 1 1956, IS A STANDARD
 EJ2049'BRONZE DISK SET IN THE NORTHEAST CORNER OF A CONCRETE BLOCK
 EJ2049'WHICH IS 2 FEET SQUARE AND PROJECTS 4 INCHES.  IT IS 35 FEET
 EJ2049'EAST OF THE EAST SIDE OF THE LOOKOUT TOWER.
 EJ2049'
 EJ2049'REFERENCE MARK 2, STAMPED BUCK KNOB NO 2 1956, IS A STANDARD
 EJ2049'BRONZE DISK SET IN THE CONCRETE BLOCK WHICH IS THE FOUNDATION
 EJ2049'FOR THE NORTHWEST LEG OF THE LOOKOUT TOWER.  IT PROJECTS
 EJ2049'12 INCHES.
 EJ2049'
 EJ2049'NO AZIMUTH MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2048 ***********************************************************************
 EJ2048  DESIGNATION -  BUCK KNOB LOOKOUT TOWER
 EJ2048  PID         -  EJ2048
 EJ2048  STATE/COUNTY-  AR/SCOTT
 EJ2048  USGS QUAD   -  BUCK KNOB (1985)
 EJ2048
 EJ2048                         *CURRENT SURVEY CONTROL
 EJ2048  ___________________________________________________________________
 EJ2048* NAD 83(1997)-  34 41 26.44619(N)    093 56 34.41299(W)     ADJUSTED  
 EJ2048* NAVD 88     -                                                        
 EJ2048  ___________________________________________________________________
 EJ2048  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 EJ2048  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 EJ2048
 EJ2048  HORZ ORDER  -  THIRD
 EJ2048
 EJ2048.The horizontal coordinates were established by classical geodetic methods
 EJ2048.and adjusted by the National Geodetic Survey in September 1999..
 EJ2048
 EJ2048
 EJ2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2048
 EJ2048.The geoid height was determined by GEOID03.
 EJ2048
 EJ2048;                    North         East     Units Scale Factor Converg.
 EJ2048;SPC AR N     -    41,401.887   221,973.532   MT  1.00005655   -1 07 50.0
 EJ2048;SPC AR N     -   135,832.69    728,258.16   sFT  1.00005655   -1 07 50.0
 EJ2048;SPC AR S     -   626,183.594   221,985.594   MT  0.99998394   -1 05 14.7
 EJ2048;SPC AR S     - 2,054,404.01    728,297.74   sFT  0.99998394   -1 05 14.7
 EJ2048;UTM  15      - 3,839,145.946   413,635.588   MT  0.99969193   -0 32 12.0
 EJ2048
 EJ2048                          SUPERSEDED SURVEY CONTROL
 EJ2048
 EJ2048  NAD 83(1997)-  34 41 26.45192(N)    093 56 34.40981(W) AD(       ) 4
 EJ2048  NAD 83(1986)-  34 41 26.45203(N)    093 56 34.40482(W) AD(       ) 4
 EJ2048  NAD 27      -  34 41 26.07500(N)    093 56 33.67400(W) AD(       ) 3
 EJ2048
 EJ2048.Superseded values are not recommended for survey control.
 EJ2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2048.See file dsdata.txt to determine how the superseded data were derived.
 EJ2048
 EJ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1363639146(NAD 83)
 EJ2048_MARKER: 57 = LOOKOUT TOWER
 EJ2048
 EJ2048  HISTORY     - Date     Condition        Report By
 EJ2048  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ2048  HISTORY     - 1959     GOOD             CGS
 EJ2048
 EJ2048                          STATION DESCRIPTION
 EJ2048
 EJ2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2048'THE LOOKOUT TOWER IS LOCATED IN THE OUACHITA NATIONAL FOREST,
 EJ2048'ABOUT 16 MILES SSE OF WALDRON, AND ABOUT 8 MILES ESE OF Y
 EJ2048'CITY.  IT IS AT THE SUMMIT OF A PROMINENT PEAK KNOWN AS BUCK
 EJ2048'KNOB.  IT IS A 4-LEGGED STEEL STRUCTURE WITH A WOODEN CABIN
 EJ2048'AT THE TOP, AND IS APPROXIMATELY 50 FEET IN HEIGHT.
 EJ2048'
 EJ2048'THE APEX OF THE CABIN ROOF (WHICH WAS THE POINT TRAVERSED TO)
 EJ2048'IS 56.6 FEET (17.25 METERS) SW OF TRIANGULATION STATION BUCK
 EJ2048'KNOB.
 EJ2048
 EJ2048                          STATION RECOVERY (1959)
 EJ2048
 EJ2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EJ2048'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND ALL
 EJ2048'MARKS FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET AT
 EJ2048'THIS STATION.
 EJ2048'
 EJ2048'THE ORIGINAL DESCRIPTION TO REACH THIS STATION FROM WALDRON
 EJ2048'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1497 ***********************************************************************
 DL1497  DESIGNATION -  BUCKNER HARVY COUCH PWR STK
 DL1497  PID         -  DL1497
 DL1497  STATE/COUNTY-  AR/LAFAYETTE
 DL1497  USGS QUAD   -  BUCKNER (1968)
 DL1497
 DL1497                         *CURRENT SURVEY CONTROL
 DL1497  ___________________________________________________________________
 DL1497* NAD 83(1997)-  33 21 34.28366(N)    093 27 56.49790(W)     ADJUSTED  
 DL1497* NAVD 88     -                                                        
 DL1497  ___________________________________________________________________
 DL1497  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DL1497  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DL1497
 DL1497  HORZ ORDER  -  THIRD
 DL1497
 DL1497.The horizontal coordinates were established by classical geodetic methods
 DL1497.and adjusted by the National Geodetic Survey in September 1999..
 DL1497
 DL1497
 DL1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1497
 DL1497.The geoid height was determined by GEOID03.
 DL1497
 DL1497;                    North         East     Units Scale Factor Converg.
 DL1497;SPC AR S     -   477,823.885   263,590.809   MT  0.99998734   -0 49 13.2
 DL1497;SPC AR S     - 1,567,660.53    864,797.51   sFT  0.99998734   -0 49 13.2
 DL1497;UTM  15      - 3,691,241.699   456,673.923   MT  0.99962314   -0 15 21.9
 DL1497
 DL1497                          SUPERSEDED SURVEY CONTROL
 DL1497
 DL1497  NAD 83(1997)-  33 21 34.29117(N)    093 27 56.48919(W) AD(       ) 4
 DL1497  NAD 83(1986)-  33 21 34.29447(N)    093 27 56.48612(W) AD(       ) 4
 DL1497  NAD 27      -  33 21 33.84300(N)    093 27 55.85400(W) AD(       ) 3
 DL1497
 DL1497.Superseded values are not recommended for survey control.
 DL1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1497.See file dsdata.txt to determine how the superseded data were derived.
 DL1497
 DL1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5667491242(NAD 83)
 DL1497_MARKER: 63 = STACK
 DL1497
 DL1497  HISTORY     - Date     Condition        Report By
 DL1497  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1497
 DL1497                          STATION DESCRIPTION
 DL1497
 DL1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1497'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF BUCKNER AND
 DL1497'0.25 MILE SOUTH OF U.S. HIGHWAY 82.  IT HAS AN OVERALL HEIGHT
 DL1497'OF 140 FEET.  THE POINT OBSERVED UPON WAS THE CENTER OF THE
 DL1497'TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1498 ***********************************************************************
 DL1498  DESIGNATION -  BUCKNER HARVY COUCH PWR PLT TK
 DL1498  PID         -  DL1498
 DL1498  STATE/COUNTY-  AR/LAFAYETTE
 DL1498  USGS QUAD   -  BUCKNER (1968)
 DL1498
 DL1498                         *CURRENT SURVEY CONTROL
 DL1498  ___________________________________________________________________
 DL1498* NAD 83(1997)-  33 21 34.26797(N)    093 27 58.00237(W)     ADJUSTED  
 DL1498* NAVD 88     -                                                        
 DL1498  ___________________________________________________________________
 DL1498  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DL1498  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DL1498
 DL1498  HORZ ORDER  -  THIRD
 DL1498
 DL1498.The horizontal coordinates were established by classical geodetic methods
 DL1498.and adjusted by the National Geodetic Survey in September 1999..
 DL1498
 DL1498
 DL1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1498
 DL1498.The geoid height was determined by GEOID03.
 DL1498
 DL1498;                    North         East     Units Scale Factor Converg.
 DL1498;SPC AR S     -   477,823.959   263,551.911   MT  0.99998734   -0 49 14.0
 DL1498;SPC AR S     - 1,567,660.77    864,669.89   sFT  0.99998734   -0 49 14.0
 DL1498;UTM  15      - 3,691,241.390   456,635.040   MT  0.99962318   -0 15 22.7
 DL1498
 DL1498                          SUPERSEDED SURVEY CONTROL
 DL1498
 DL1498  NAD 83(1997)-  33 21 34.27547(N)    093 27 57.99368(W) AD(       ) 4
 DL1498  NAD 83(1986)-  33 21 34.27878(N)    093 27 57.99056(W) AD(       ) 4
 DL1498  NAD 27      -  33 21 33.82800(N)    093 27 57.35800(W) AD(       ) 3
 DL1498
 DL1498.Superseded values are not recommended for survey control.
 DL1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1498.See file dsdata.txt to determine how the superseded data were derived.
 DL1498
 DL1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5663591241(NAD 83)
 DL1498_MARKER: 53 = ELEVATED TANK
 DL1498
 DL1498  HISTORY     - Date     Condition        Report By
 DL1498  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1498
 DL1498                          STATION DESCRIPTION
 DL1498
 DL1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1498'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF BUCKNER AND
 DL1498'0.25 MILE SOUTH OF U.S. HIGHWAY 82.  IT IS A 4 LEGGED STEEL
 DL1498'STRUCTURE SUPPORTING THE TANK PROPER WITH AN OVERALL HEIGHT
 DL1498'OF 150 FEET.  THE POINT OVSERVED UPON WAS THE BALL AT THE
 DL1498'APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1382 ***********************************************************************
 DL1382  DESIGNATION -  BUCKSNORT
 DL1382  PID         -  DL1382
 DL1382  STATE/COUNTY-  AR/DALLAS
 DL1382  USGS QUAD   -  HOPEVILLE (1985)
 DL1382
 DL1382                         *CURRENT SURVEY CONTROL
 DL1382  ___________________________________________________________________
 DL1382* NAD 83(1997)-  33 49 29.76294(N)    092 30 16.98911(W)     ADJUSTED  
 DL1382* NAVD 88     -       127.86   (+/-2cm)     419.5    (feet)  VERTCON   
 DL1382  ___________________________________________________________________
 DL1382  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DL1382  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DL1382
 DL1382  HORZ ORDER  -  FIRST
 DL1382  VERT ORDER  -  THIRD ? (See Below)
 DL1382
 DL1382.The horizontal coordinates were established by classical geodetic methods
 DL1382.and adjusted by the National Geodetic Survey in September 1999..
 DL1382
 DL1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1382.The vertical order pertains to the NGVD 29 superseded value.
 DL1382
 DL1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1382
 DL1382.The geoid height was determined by GEOID03.
 DL1382
 DL1382;                    North         East     Units Scale Factor Converg.
 DL1382;SPC AR S     -   528,581.050   353,279.876   MT  0.99992512   -0 16 57.0
 DL1382;SPC AR S     - 1,734,186.33  1,159,052.39   sFT  0.99992512   -0 16 57.0
 DL1382;UTM  15      - 3,742,855.571   545,831.942   MT  0.99962589   +0 16 32.5
 DL1382
 DL1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1382!SPC AR S     -   0.99998403  x   0.99992512  =   0.99990915
 DL1382!UTM  15      -   0.99998403  x   0.99962589  =   0.99960992
 DL1382
 DL1382:                Primary Azimuth Mark                     Grid Az
 DL1382:SPC AR S     -  MORO                                     091 37 44.3
 DL1382:UTM  15      -  MORO                                     091 04 14.8
 DL1382
 DL1382|---------------------------------------------------------------------|
 DL1382| PID    Reference Object                     Distance      Geod. Az  |
 DL1382|                                                           dddmmss.s |
 DL1382| DL1287 MORO                                APPROX.21.0 KM 0912047.3 |
 DL1382| DL1298 FORDYCE LUMBER CO E TANK            APPROX. 8.0 KM 0954052.1 |
 DL1382| DL1291 FORDYCE GA PACIFIC CORP STACK       APPROX. 7.7 KM 0954007.5 |
 DL1382| DL1299 FORDYCE LUMBER CO W TANK            APPROX. 7.9 KM 0960331.2 |
 DL1382| DL1294 FORDYCE RAD STA KKB 595 MAST        APPROX. 7.7 KM 0985808.1 |
 DL1382| DL1296 FORDYCE RADIO STA KAY 742 MAST      APPROX. 7.7 KM 1003020.6 |
 DL1382| DL1295 FORDYCE RAD STA KKB 298 TOWER       APPROX. 8.5 KM 1023723.3 |
 DL1382| DL1289 FORDYCE ARK PWR AND LT CO TANK      APPROX. 8.5 KM 1024134.0 |
 DL1382| DL1297 THORNTON MUNICIPAL TANK             APPROX. 5.6 KM 1673239.2 |
 DL1382| DL1381 LOOKOUT TOWER 3 1 AFC                 8.447 METERS 17145     |
 DL1382| CY5342 BUCKSNORT RM 1                       29.738 METERS 19514     |
 DL1382| DL1396 NAVAL ORDNANCE DEPOT TANK 117       APPROX.24.9 KM 2200616.6 |
 DL1382| DL1388 BEARDEN MUNICIPAL TANK              APPROX.15.1 KM 2231847.2 |
 DL1382| CY5343 BUCKSNORT RM 2                       36.764 METERS 27604     |
 DL1382| CY5341 BUCKSNORT AZ MK                                    3104902.7 |
 DL1382|---------------------------------------------------------------------|
 DL1382
 DL1382                          SUPERSEDED SURVEY CONTROL
 DL1382
 DL1382  NAD 83(1997)-  33 49 29.77285(N)    092 30 16.98051(W) AD(       ) 1
 DL1382  NAD 83(1986)-  33 49 29.77374(N)    092 30 16.98118(W) AD(       ) 1
 DL1382  NAD 27      -  33 49 29.39607(N)    092 30 16.41878(W) AD(       ) 1
 DL1382  NGVD 29 (07/19/86)  127.90   (m)          419.6    (f) LEVELING    3  
 DL1382
 DL1382.Superseded values are not recommended for survey control.
 DL1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1382.See file dsdata.txt to determine how the superseded data were derived.
 DL1382
 DL1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4583242856(NAD 83)
 DL1382_MARKER: DS = TRIANGULATION STATION DISK
 DL1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1382_SP_SET: CONCRETE POST
 DL1382_STAMPING: BUCKSNORT 1942
 DL1382_MARK LOGO: CGS   
 DL1382_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1382+STABILITY: SURFACE MOTION
 DL1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1382+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1992
 DL1382
 DL1382  HISTORY     - Date     Condition        Report By
 DL1382  HISTORY     - 1942     MONUMENTED       CGS
 DL1382  HISTORY     - 1942     GOOD             CGS
 DL1382  HISTORY     - 1964     GOOD             CGS
 DL1382  HISTORY     - 19921205 POOR             NOS
 DL1382
 DL1382                          STATION DESCRIPTION
 DL1382
 DL1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1382'STATION IS ABOUT 3 MILES N OF THORTON, IN THE NE 1/4 OF SEC.
 DL1382'26, T. 10 S, R. 14 W, AND ON A SMALL PINE COVERED KNOLL WHICH
 DL1382'IS ALSO THE SITE OF LOOKOUT TOWER NO. 3-1 (ARKANSAS FORESTRY
 DL1382'COMMISSION).
 DL1382'
 DL1382'STATION IS ABOUT 100 YARDS NE OF THE LOOKOUTS DWELLING, 23
 DL1382'FEET NW OF THE NE LEG OF THE LOOKOUT TOWER, 17 FEET NE OF
 DL1382'THE NW LEG OF THE LOOKOUT TOWER AND 7 FEET N OF A WHITE
 DL1382'REFERENCE POST.  MARK IS STAMPED BUCKSNORT 1942 AND PROJECTS
 DL1382'ABOUT 6 INCHES.
 DL1382'
 DL1382'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1382'BRONZE DISKS SET IN CONCRETE.
 DL1382'
 DL1382'REFERENCE MARK NO. 1 IS 59 FEET SSW OF THE SW LEG OF THE
 DL1382'LOOKOUT TOWER AND 10 FEET SSW OF A REGISTRATION BOOTH.  MARK
 DL1382'IS STAMPED BUCKSNORT NO. 1 1942 AND PROJECTS 8 INCHES.
 DL1382'
 DL1382'REFERENCE MARK NO. 2 IS 117 FEET W OF THE NW LEG OF THE LOOKOUT
 DL1382'TOWER, AND ABOUT 8 FEET LOWER THAN THE STATION.  MARK IS STAMPED
 DL1382'BUCKSNORT NO. 2 1942 AND PROJECTS 8 INCHES.
 DL1382'
 DL1382'TO REACH FROM THE THORNTON POST OFFICE GO N AND NW ON A GRADED
 DL1382'GRAVEL ROAD FOR 1.65 MILES AND TAKE A RIGHT FORK, N, GO 1.65
 DL1382'MILES AND TURN LEFT, W, GO 0.2 MILE AND TURN RIGHT, NE, AT
 DL1382'A Y FORK AND SIGN FIRE TOWER 1 MILE, GO 0.95 MILE TO THE LOOKOUT
 DL1382'TOWER AND THE STATION ON THE N SIDE OF THE ROAD.  TO REACH
 DL1382'THE AZIMUTH MARK GO N ON THE WOODS ROAD JUST W OF THE HOUSE
 DL1382'FOR 0.4 MILE TO THE SECOND FARMHOUSE AND THE AZIMUTH MARK
 DL1382'ON THE W SIDE OF THE ROAD.
 DL1382'
 DL1382'116-FOOT SIGNALS AT FORDYCE MAG, MORO, BAYOU AND HOLLY ARE
 DL1382'VISIBLE AT 77 FEET.
 DL1382'
 DL1382'A 103-FOOT SIGNAL AT HINS (CWA) IS VISIBLE AT 77 FEET.
 DL1382'
 DL1382'A 116-FOOT SIGNAL AT LACEY IS VISIBLE AT 90 FEET.
 DL1382'
 DL1382'A 116-FOOT SIGNAL AT BUD IS VISIBLE AT 116 FEET.
 DL1382
 DL1382                          STATION RECOVERY (1942)
 DL1382
 DL1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 DL1382'RECOVERED IN GOOD CONDITION.
 DL1382
 DL1382                          STATION RECOVERY (1964)
 DL1382
 DL1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1382'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 DL1382'CONDITION AT THIS TIME.  THE AZIMUTH MARK IS NO LONGER VISIBLE
 DL1382'FROM THE GROUND AND THE DIRECTION TO IT WAS FOUND TO BE
 DL1382'07.6 SECONDS LARGER THAN THE PREVIOUS DIRECTION.  THE DISTANCE
 DL1382'AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE DISTANCE TO
 DL1382'REFERENCE MARK 2 WAS FOUND TO BE .04 OF A FOOT LONGER THAN THE
 DL1382'PREVIOUS MEASUREMENT AND THE DIRECTION 1 MINUTE AND 32 SECONDS
 DL1382'LARGER THAN THE PREVIOUS MEASUREMENT.  DUE TO VARIOUS CHANGES
 DL1382'A NEW DESCRIPTION FOLLOWS.
 DL1382'
 DL1382'ABOUT 5 MILES WEST OF FORDYCE, 4 MILES NORTH OF THORTON, IN
 DL1382'THE NORTHEAST 1/4 OF SECTION 26, T-10-S, R-14-W, ON A SMALL
 DL1382'PINE COVERED KNOLL WHICH IS STATE OWNED AND NEAR LOOKOUT TOWER
 DL1382'NO. 31 (A.F.C.).  IT IS 24 FEET SOUTHEAST OF A 12 INCH PINE
 DL1382'TREE, 23 FEET NORTHWEST OF THE NORTHEAST LEG OF THE TOWER,
 DL1382'AND 17 FEET NORTHEAST OF THE NORTHWEST LEG OF THE TOWER.  THE
 DL1382'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BUCKSNORT
 DL1382'1942.
 DL1382'
 DL1382'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 AND U.S. HIGHWAYS
 DL1382'79 AND 167 DOWNTOWN FORDYCE, GO WEST ON HIGHWAYS 79 AND 167 FOR
 DL1382'2.0 MILES TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO WEST ON THE
 DL1382'PAVED ROAD FOR 4.15 MILES TO A REVERSE Y-FORK RIGHT.  TURN
 DL1382'RIGHT ON THE GRAVELED ROAD AND GO NORTHEAST FOR 1.0 MILE TO A
 DL1382'SIDE ROAD LEFT.  CONTINUE NORTHEAST ON THE GRAVELED ROAD
 DL1382'FOR 0.1 MILE TO THE LOOKOUT TOWER AND STATION ON THE LEFT.
 DL1382'
 DL1382'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON THE
 DL1382'GRADED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DL1382'
 DL1382'REFERENCE MARK 1 IS 60 FEET SOUTHWEST OF THE SOUTHWEST LEG OF
 DL1382'THE LOOKOUT TOWER, 18 FEET SOUTHEAST OF A 16 INCH PINE TREE
 DL1382'AND 13 FEET WEST OF THE TOP OF CONCRETE STEPS.  THE MONUMENT
 DL1382'PROJECTS 5 INCHES AND THE DISK IS STAMPED BUCKSNORT NO 1 1942.
 DL1382'
 DL1382'REFERENCE MARK 2 IS 9 FEET SOUTH OF A FENCE, 7 FEET NORTHWEST
 DL1382'OF A 15 INCH PINE TREE AND 3 FEET NORTHEAST OF A 12 INCH
 DL1382'PINE TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 DL1382'STAMPED BUCKSNORT NO 2 1942.
 DL1382'
 DL1382'THE AZIMUTH MARK IS 42 FEET SOUTHWEST OF THE CENTERLINE OF
 DL1382'THE ROAD, 32 FEET NORTHWEST OF A 15 INCH ASH TREE, 4 FEET
 DL1382'NORTH OF A 6 INCH TRIPLE TRUNK PINE TREE AND 1 FOOT EAST
 DL1382'OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 DL1382'STAMPED BUCKSNORT 1964.
 DL1382'
 DL1382'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1382
 DL1382                          STATION RECOVERY (1992)
 DL1382
 DL1382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL1382'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1311 ***********************************************************************
 DL1311  DESIGNATION -  BUCKSNORT LOOKOUT TWR 4 1 AFC
 DL1311  PID         -  DL1311
 DL1311  STATE/COUNTY-  AR/BRADLEY
 DL1311  USGS QUAD   -  HERMITAGE (1985)
 DL1311
 DL1311                         *CURRENT SURVEY CONTROL
 DL1311  ___________________________________________________________________
 DL1311* NAD 83(1997)-  33 25 06.53341(N)    092 13 03.67931(W)     ADJUSTED  
 DL1311* NAVD 88     -                                                        
 DL1311  ___________________________________________________________________
 DL1311  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DL1311  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL1311
 DL1311  HORZ ORDER  -  THIRD
 DL1311
 DL1311.The horizontal coordinates were established by classical geodetic methods
 DL1311.and adjusted by the National Geodetic Survey in September 1999..
 DL1311
 DL1311
 DL1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1311
 DL1311.The geoid height was determined by GEOID03.
 DL1311
 DL1311;                    North         East     Units Scale Factor Converg.
 DL1311;SPC AR S     -   483,407.896   379,753.377   MT  0.99997584   -0 07 18.6
 DL1311;SPC AR S     - 1,585,980.74  1,245,907.54   sFT  0.99997584   -0 07 18.6
 DL1311;UTM  15      - 3,697,954.891   572,734.211   MT  0.99966522   +0 25 51.2
 DL1311
 DL1311                          SUPERSEDED SURVEY CONTROL
 DL1311
 DL1311  NAD 83(1986)-  33 25 06.54466(N)    092 13 03.67249(W) AD(       ) 4
 DL1311  NAD 27      -  33 25 06.12900(N)    092 13 03.16900(W) AD(       ) 3
 DL1311
 DL1311.Superseded values are not recommended for survey control.
 DL1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1311.See file dsdata.txt to determine how the superseded data were derived.
 DL1311
 DL1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7273497955(NAD 83)
 DL1311_MARKER: 57 = LOOKOUT TOWER
 DL1311
 DL1311  HISTORY     - Date     Condition        Report By
 DL1311  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1311
 DL1311                          STATION DESCRIPTION
 DL1311
 DL1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1311'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF HERMITAGE AND
 DL1311'1 MILE NORTHWEST OF STATE HIGHWAY 15.  IT IS A FOUR LEGGED
 DL1311'STEEL STRUCTURE SUPPORTING A 6 X 6 FOOT CABIN ABOUT 110 FEET
 DL1311'HIGH.  THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1283 ***********************************************************************
 DL1283  DESIGNATION -  BUD
 DL1283  PID         -  DL1283
 DL1283  STATE/COUNTY-  AR/CALHOUN
 DL1283  USGS QUAD   -  CHAMBERSVILLE (1985)
 DL1283
 DL1283                         *CURRENT SURVEY CONTROL
 DL1283  ___________________________________________________________________
 DL1283* NAD 83(1997)-  33 38 22.34260(N)    092 27 36.97007(W)     ADJUSTED  
 DL1283* NAVD 88     -        98.7    (meters)     324.     (feet)  VERTCON   
 DL1283  ___________________________________________________________________
 DL1283  X           -    -228,179.473 (meters)                     COMP
 DL1283  Y           -  -5,310,672.164 (meters)                     COMP
 DL1283  Z           -   3,513,270.075 (meters)                     COMP
 DL1283  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DL1283  ELLIP HEIGHT-          72.50  (meters)          (09/24/01) GPS OBS
 DL1283  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DL1283
 DL1283  HORZ ORDER  -  FIRST
 DL1283  ELLP ORDER  -  FOURTH    CLASS II
 DL1283
 DL1283.The horizontal coordinates were established by classical geodetic methods
 DL1283.and adjusted by the National Geodetic Survey in September 1999..
 DL1283
 DL1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1283
 DL1283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1283
 DL1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1283
 DL1283.The ellipsoidal height was determined by GPS observations
 DL1283.and is referenced to NAD 83.
 DL1283
 DL1283.The geoid height was determined by GEOID03.
 DL1283
 DL1283;                    North         East     Units Scale Factor Converg.
 DL1283;SPC AR S     -   507,999.739   357,301.957   MT  0.99994207   -0 15 27.4
 DL1283;SPC AR S     - 1,666,662.48  1,172,248.17   sFT  0.99994207   -0 15 27.4
 DL1283;UTM  15      - 3,722,320.615   550,052.776   MT  0.99963088   +0 17 56.4
 DL1283
 DL1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1283!SPC AR S     -   0.99998862  x   0.99994207  =   0.99993069
 DL1283!UTM  15      -   0.99998862  x   0.99963088  =   0.99961950
 DL1283
 DL1283:                Primary Azimuth Mark                     Grid Az
 DL1283:SPC AR S     -  LACEY                                    094 48 26.4
 DL1283:UTM  15      -  LACEY                                    094 15 02.6
 DL1283
 DL1283|---------------------------------------------------------------------|
 DL1283| PID    Reference Object                     Distance      Geod. Az  |
 DL1283|                                                           dddmmss.s |
 DL1283| DL1274 LACEY                               APPROX.22.1 KM 0943259.0 |
 DL1283| CY5345 BUD RM 1                             41.797 METERS 12320     |
 DL1283| DL1284 LOOKOUT TOWER 3 3 AFC                30.461 METERS 13602     |
 DL1283| DL1280 HAMPTON MUNICIPAL TANK              APPROX.11.4 KM 1844216.7 |
 DL1283| CY5346 BUD RM 2                             37.755 METERS 27131     |
 DL1283| CY5344 BUD AZ MK                                          2771754.6 |
 DL1283| DL1388 BEARDEN MUNICIPAL TANK              APPROX.17.4 KM 3032113.7 |
 DL1283|---------------------------------------------------------------------|
 DL1283
 DL1283                          SUPERSEDED SURVEY CONTROL
 DL1283
 DL1283  ELLIP H (09/14/99)   72.52   (m)                       GP(       ) 4 1
 DL1283  NAD 83(1997)-  33 38 22.35163(N)    092 27 36.96159(W) AD(       ) 1
 DL1283  ELLIP H (01/21/93)   72.20   (m)                       GP(       ) 4 2
 DL1283  NAD 83(1986)-  33 38 22.35366(N)    092 27 36.96309(W) AD(       ) 1
 DL1283  NAD 27      -  33 38 21.95700(N)    092 27 36.40300(W) AD(       ) 1
 DL1283  NGVD 29 (11/13/90)   98.7    (m)          324.     (f) GPS OBS        
 DL1283
 DL1283.Superseded values are not recommended for survey control.
 DL1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1283.See file dsdata.txt to determine how the superseded data were derived.
 DL1283
 DL1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5005322321(NAD 83)
 DL1283_MARKER: DS = TRIANGULATION STATION DISK
 DL1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1283_SP_SET: CONCRETE POST
 DL1283_STAMPING: BUD 1942
 DL1283_MARK LOGO: CGS   
 DL1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1283+STABILITY: SURFACE MOTION
 DL1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1283+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DL1283
 DL1283  HISTORY     - Date     Condition        Report By
 DL1283  HISTORY     - 1942     MONUMENTED       CGS
 DL1283  HISTORY     - 1942     GOOD             CGS
 DL1283  HISTORY     - 1952     GOOD             CGS
 DL1283  HISTORY     - 1964     GOOD             CGS
 DL1283  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL1283  HISTORY     - 1981     GOOD             LOCENG
 DL1283  HISTORY     - 19890901 GOOD             NGS
 DL1283  HISTORY     - 19900314 GOOD
 DL1283  HISTORY     - 19921130 GOOD             NOS
 DL1283  HISTORY     - 20050920 GOOD             ARHD
 DL1283
 DL1283                          STATION DESCRIPTION
 DL1283
 DL1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1283'STATION IS AT THE SITE OF LOOKOUT TOWER NO. 3-3 (ARKANSAS FORESTRY
 DL1283'COMMISSION) ABOUT 10 MILES S BY E OF THORNTON IN THE NW
 DL1283'1/4 OF SEC. 32, T. 12 S, R. 13 W, ON A PROMINENT HILL KNOWN
 DL1283'AS BUD HILL.  STATION IS 93 FEET NE OF THE NE CORNER OF THE
 DL1283'RANGERS HOUSE, 30 FEET N OF A DRIVEWAY AND 21 FEET S OF A
 DL1283'WHITE REFERENCE POST.  MARK IS STAMPED BUD 1942 AND PROJECTS
 DL1283'5 INCHES.
 DL1283'
 DL1283'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1283'BRONZE DISKS SET IN CONCRETE.
 DL1283'
 DL1283'REFERENCE MARK NO. 1 IS 42 FEET E OF THE CENTER OF THE LOOKOUT
 DL1283'TOWER.  MARK IS STAMPED BUD NO. 1 1942 AND PROJECTS 10 INCHES.
 DL1283'
 DL1283'REFERENCE MARK NO. 2 IS 57 FEET NW OF THE NW CORNER OF THE
 DL1283'RANGERS HOUSE, 21 FEET SW OF A GATE AND 1 FOOT E OF A FENCE.
 DL1283'MARK IS STAMPED BUD NO. 2 1942 AND PROJECTS 10 INCHES.
 DL1283'
 DL1283'AZIMUTH MARK IS 63 FEET E OF THE CENTER LINE OF U.S. HIGHWAY
 DL1283'167, 18 FEET N OF A GRAVEL TRAIL TO THE LOOKOUT TOWER AND
 DL1283'4.5 FEET S OF A WHITE REFERENCE POST.  MARK IS STAMPED BUD
 DL1283'1942 AND PROJECTS 10 INCHES.
 DL1283'
 DL1283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79
 DL1283'AND 167 IN THORNTON GO S ON U.S. HIGHWAY 167 FOR 10.3 MILES
 DL1283'TO THE AZIMUTH MARK AND GRAVEL ROAD ON THE LEFT, TURN LEFT
 DL1283'(E) FOR 0.4 MILE TO THE LOOKOUT TOWER AND STATION.
 DL1283'
 DL1283'116-FOOT SIGNALS AT BAYOU, HOLLY, BUCKSNORT, FORDYCE MAG, MORO AND
 DL1283'LACEY AND A 103-FOOT SIGNAL AT HINS (CWA) ARE VISIBLE AT 90 FEET.
 DL1283
 DL1283                          STATION RECOVERY (1942)
 DL1283
 DL1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 DL1283'RECOVERED IN GOOD CONDITION.
 DL1283
 DL1283                          STATION RECOVERY (1952)
 DL1283
 DL1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1283'THE STATION WAS RECOVERED AND THE MARKS ARE IN GOOD CONDITION.
 DL1283'DUE TO THE DENSE GROWTH OF TIMBER, CLEARING WILL BE NECESSARY
 DL1283'TO SEE THE AZIMUTH MARK FROM THE GROUND.  THE ORIGINAL DESCRIPTION
 DL1283'IS ADEQUATE.  THE STATION IS REACHED FROM HAMPTON BY THE
 DL1283'FOLLOWING ROUTE--GO NORTH ON U.S. HIGHWAY NO. 167 FOR 7.2 MILES
 DL1283'TO A GRAVELED SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK
 DL1283'AS DESCRIBED.  TURN RIGHT, EAST, ON THE GRAVELED ROAD FOR
 DL1283'0.4 MILE TO THE STATION AS DESCRIBED.
 DL1283'
 DL1283'HEIGHT OF LIGHT ABOVE STATION MARK--34 METERS.
 DL1283
 DL1283                          STATION RECOVERY (1964)
 DL1283
 DL1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1283'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND
 DL1283'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE
 DL1283'LEANING AT A 45 DEGREE ANGLE.  A NEW AZIMUTH MARK COULD NOT BE
 DL1283'ESTABLISHED AT THIS TIME AS NO OBJECTS WERE VISIBLE FROM
 DL1283'THE GROUND.
 DL1283'
 DL1283'THE 1952 RECOVEREY NOTE IS ADEQUATE FOR RECOVERY OF STATION.
 DL1283
 DL1283                          STATION RECOVERY (1973)
 DL1283
 DL1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (AJK)
 DL1283'THE AZIMUTH MARK WAS REPORTED LEANING AT A 45 DEGREE ANGLE
 DL1283'IN 1964.  IT WAS NOT RECOVERED AT THIS DATE.  PROBABLY DESTROYED.
 DL1283'
 DL1283'(STA. AND R.M.S 1 AND 2 OK)
 DL1283
 DL1283                          STATION RECOVERY (1981)
 DL1283
 DL1283'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JS)
 DL1283'BUD 1942 RECOVERED GOOD.
 DL1283'
 DL1283'RM NO. 1 AND NO. 2 RECOVERED GOOD.
 DL1283'
 DL1283'THE RANGERS HOUSE HAS BURNED TO THE GROUND.
 DL1283'
 DL1283'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES NORTH OF
 DL1283'HAMPTON, ARKANSAS.
 DL1283
 DL1283                          STATION RECOVERY (1989)
 DL1283
 DL1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DL1283'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 DL1283'SEARCHED FOR.  STATION IS LOCATED ABOUT 19.6 KM (12.2 MI) SOUTHWEST
 DL1283'OF FORDYCE, 15.4 KM (9.6 MI) SOUTH OF THORNTON, AND 11.4 KM (7.1 MI)
 DL1283'NORTH OF HAMPTON.  OWNERSHIP--STATE OF ARKANSAS.
 DL1283'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 79 AND 167B IN
 DL1283'THORNTON, GO SOUTHEAST ON U.S.HIGHWAY 167B FOR 2.58 KM (1.60 MI) TO A
 DL1283'T-JUNCTION.  TURN RIGHT AND GO SOUTHERLY ON U.S.HIGHWAY 167 FOR 13.35
 DL1283'KM (8.30 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 DL1283'ON THE GRAVELED ROAD FOR 0.71 KM (0.44 MI) TO THE STATION AND A
 DL1283'LOOKOUT TOWER ON THE LEFT.
 DL1283'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---BUD 1942---.
 DL1283'SET IN THE TOP OF AN 30 CM SQUARE CONCRETE POST THAT PROJECTS 12 CM
 DL1283'ABOVE THE GROUND. IT IS 25.7 M (84.3 FT) NORTHWEST OF THE NORTHWEST
 DL1283'LEG OF A LOOKOUT TOWER, 20.5 M (67.3 FT) EAST-NORTHEAST OF THE CENTER
 DL1283'OF A GRAVELED ROAD, 9.8 M (32.2 FT) NORTH-NORTHWEST OF THE CENTER OF
 DL1283'A DRIVEWAY, AND 0.6 M (2.0 FT) WEST OF A CARSONITE WITNESS POST.
 DL1283'DESCRIBED BY E.J.HANSMANN.
 DL1283
 DL1283                          STATION RECOVERY (1990)
 DL1283
 DL1283'RECOVERED 1990
 DL1283'RECOVERED IN GOOD CONDITION.
 DL1283
 DL1283                          STATION RECOVERY (1992)
 DL1283
 DL1283'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL1283'RECOVERED IN GOOD CONDITION.
 DL1283
 DL1283                          STATION RECOVERY (2005)
 DL1283
 DL1283'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0259 ***********************************************************************
 DL0259  DESIGNATION -  BUENA VISTA BOLT
 DL0259  PID         -  DL0259
 DL0259  STATE/COUNTY-  AR/OUACHITA
 DL0259  USGS QUAD   -  BUENA VISTA (1962)
 DL0259
 DL0259                         *CURRENT SURVEY CONTROL
 DL0259  ___________________________________________________________________
 DL0259* NAD 83(1986)-  33 29 13.     (N)    092 57 26.     (W)     SCALED    
 DL0259* NAVD 88     -        86.145  (meters)     282.63   (feet)  ADJUSTED  
 DL0259  ___________________________________________________________________
 DL0259  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DL0259  DYNAMIC HT  -          86.055 (meters)     282.33  (feet)  COMP
 DL0259  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 DL0259
 DL0259  VERT ORDER  -  FIRST     CLASS II
 DL0259
 DL0259.The horizontal coordinates were scaled from a topographic map and have
 DL0259.an estimated accuracy of +/- 6 seconds.
 DL0259
 DL0259.The orthometric height was determined by differential leveling
 DL0259.and adjusted by the National Geodetic Survey in June 1991..
 DL0259
 DL0259.The geoid height was determined by GEOID03.
 DL0259
 DL0259.The dynamic height is computed by dividing the NAVD 88
 DL0259.geopotential number by the normal gravity value computed on the
 DL0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0259.degrees latitude (g = 980.6199 gals.).
 DL0259
 DL0259.The modeled gravity was interpolated from observed gravity values.
 DL0259
 DL0259;                    North         East    Units  Estimated Accuracy
 DL0259;SPC AR S     -   491,400.      311,040.      MT  (+/- 180 meters Scaled)
 DL0259
 DL0259                          SUPERSEDED SURVEY CONTROL
 DL0259
 DL0259  NGVD 29 (??/??/92)   86.169  (m)          282.71   (f) ADJ UNCH    1 2
 DL0259
 DL0259.Superseded values are not recommended for survey control.
 DL0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0259.See file dsdata.txt to determine how the superseded data were derived.
 DL0259
 DL0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT039052(NAD 83)
 DL0259_MARKER: B = BOLT
 DL0259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0259_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0259
 DL0259  HISTORY     - Date     Condition        Report By
 DL0259  HISTORY     - UNK      MONUMENTED       USE
 DL0259  HISTORY     - 1960     GOOD             NGS
 DL0259  HISTORY     - 1964     GOOD             NGS
 DL0259
 DL0259                          STATION DESCRIPTION
 DL0259
 DL0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0259'8.95 MI NE FROM STEPHENS.
 DL0259'ABOUT 8.95 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0259'FROM THE STATION AT STEPHENS, ON THE SECTION LINE BETWEEN SECTIONS 27
 DL0259'AND 28, T 14 S, R 18 W, 104 FEET NORTH AND ACROSS THE TRACK FROM
 DL0259'MILEPOST 349, 24 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, A
 DL0259'COPPER BOLT SET IN THE TOP OF A LIMESTONE BLOCK WHICH IS ABOUT 5
 DL0259'INCHES BELOW THE LEVEL OF THE GROUND, 216 FEET NORTH OF THE NORTHWEST
 DL0259'CORNER OF A STEEL BUILDING, 15 1/2 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 DL0259'POLE, 27.7 FEET WEST-SOUTHWEST OF B.M.  E 204, AND 1.0 FOOT SOUTH OF A
 DL0259'METAL WITNESS POST.
 DL0259
 DL0259                          STATION RECOVERY (1964)
 DL0259
 DL0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1690 ***********************************************************************
 FG1690  DESIGNATION -  BUFFALO
 FG1690  PID         -  FG1690
 FG1690  STATE/COUNTY-  AR/FAULKNER
 FG1690  USGS QUAD   -  BARNEY (1994)
 FG1690
 FG1690                         *CURRENT SURVEY CONTROL
 FG1690  ___________________________________________________________________
 FG1690* NAD 83(1997)-  35 20 26.94961(N)    092 13 18.02669(W)     ADJUSTED  
 FG1690* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 FG1690  ___________________________________________________________________
 FG1690  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 FG1690  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FG1690
 FG1690  HORZ ORDER  -  FIRST
 FG1690
 FG1690.The horizontal coordinates were established by classical geodetic methods
 FG1690.and adjusted by the National Geodetic Survey in September 1999..
 FG1690
 FG1690.The orthometric height was scaled from a topographic map.
 FG1690
 FG1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1690
 FG1690.The geoid height was determined by GEOID03.
 FG1690
 FG1690;                    North         East     Units Scale Factor Converg.
 FG1690;SPC AR N     -   111,794.458   379,849.171   MT  0.99994491   -0 07 44.4
 FG1690;SPC AR N     -   366,778.98  1,246,221.82   sFT  0.99994491   -0 07 44.4
 FG1690;UTM  15      - 3,911,117.590   570,728.506   MT  0.99966165   +0 27 00.8
 FG1690
 FG1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1690!SPC AR N     -   0.99996212  x   0.99994491  =   0.99990704
 FG1690!UTM  15      -   0.99996212  x   0.99966165  =   0.99962379
 FG1690
 FG1690|---------------------------------------------------------------------|
 FG1690| PID    Reference Object                     Distance      Geod. Az  |
 FG1690|                                                           dddmmss.s |
 FG1690| CI1286 BUFFALO RM 1                         24.169 METERS 02055     |
 FG1690| FG1682 HEBER SPRINGS NEW ST FOR LOT        APPROX.23.9 KM 0510447.5 |
 FG1690| CI1287 BUFFALO RM 2                         20.860 METERS 14421     |
 FG1690| CI1284 BUFFALO AZ MK                                      2005053.0 |
 FG1690| CI1285 BUFFALO AZ MK RESET                                2023355.6 |
 FG1690| FG1723 GREENBRIER SW BELL TEL TOWER        APPROX.16.6 KM 2425248.2 |
 FG1690| FG1719 ENDERS ST HWY DEPT RAD STA MST      APPROX. 4.6 KM 2543231.8 |
 FG1690| FG1691 BUFFALO HUMP COMM LOT                20.706 METERS 27235     |
 FG1690|---------------------------------------------------------------------|
 FG1690
 FG1690                          SUPERSEDED SURVEY CONTROL
 FG1690
 FG1690  NAD 83(1986)-  35 20 26.96423(N)    092 13 18.02176(W) AD(       ) 1
 FG1690  NAD 27      -  35 20 26.67100(N)    092 13 17.47500(W) AD(       ) 1
 FG1690
 FG1690.Superseded values are not recommended for survey control.
 FG1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1690.See file dsdata.txt to determine how the superseded data were derived.
 FG1690
 FG1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7072911118(NAD 83)
 FG1690_MARKER: DS = TRIANGULATION STATION DISK
 FG1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1690
 FG1690  HISTORY     - Date     Condition        Report By
 FG1690  HISTORY     - 1940     MONUMENTED       CGS
 FG1690  HISTORY     - 1954     GOOD             CGS
 FG1690  HISTORY     - 1962     GOOD             CGS
 FG1690  HISTORY     - 1967     GOOD             CGS
 FG1690
 FG1690                          STATION DESCRIPTION
 FG1690
 FG1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1690'STATION IS ABOUT 12 MILES NE OF GREENBRIER, AND 3 MILES
 FG1690'S OF QUITMAN ON A PROMINENT WOODED HILL KNOWN LOCALLY AS
 FG1690'BUFFALO HUMP UPON WHICH THE STATE HAS ERECTED A FOREST SERVICE
 FG1690'LOOKOUT TOWER.
 FG1690'
 FG1690'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1690'DISKS SET IN CONCRETE.
 FG1690'
 FG1690'THE STATION MARK IS 57.7 FEET E OF NE CONCRETE FOUNDATION
 FG1690'PIER OF LOOKOUT TOWER, 4.0 FEET S OF WHITE WITNESS POST,
 FG1690'PROJECTS 6 INCHES, AND IS STAMPED BUFFALO 1940.
 FG1690'
 FG1690'REFERENCE MARK NO.1 IS 16 FEET NW OF FENCE LINE, PROJECTS
 FG1690'6 INCHES, 2-1/2 FEET BELOW STATION, AND IS STAMPED BUFFALO
 FG1690'NO.1 1940.
 FG1690'
 FG1690'REFERENCE MARK NO.2 IS 1 FOOT NW OF FENCE, PROJECTS 6 INCHES,
 FG1690'3 FEET LOWER THAN STATION, AND IS STAMPED BUFFALO NO.2, 1940.
 FG1690'
 FG1690'TO REACH THE AZIMUTH MARK FROM THE T-ROAD MENTIONED IN STATION
 FG1690'DESCRIPTION.  CONTINUE STRAIGHT AHEAD 1.5 MILES TO MARK
 FG1690'ON RIGHT, 93 FEET SE OF SE CORNER OF OLD CHURCH IN TOWN
 FG1690'OF ENDERS, 20 FEET W OF ROAD, 4.4 FEET NE OF WHITE WITNESS
 FG1690'POST, PROJECTS 6 INCHES, AND IS STAMPED BUFFALO 1940.
 FG1690'
 FG1690'STATION REACHED FROM THE POST OFFICE IN GREENBRIER BY GOING
 FG1690'N AND NE ON STATE HIGHWAY 25, 1.5 MILES TO GRADED DIRT ROAD
 FG1690'LEADING SHARP RIGHT, TURN SHARP RIGHT AND GO 1.0 MILE TO
 FG1690'A T-ROAD, TURN LEFT (E), AND GO 0.5 MILE, TURN RIGHT AND
 FG1690'FOLLOW FOREST SERVICE ROAD 0.7 MILE TO TOP OF HILL, AND
 FG1690'STATION 68 FEET E OF THE LOOKOUT TOWER.
 FG1690'
 FG1690'IT IS A 64-FOOT TOWER.
 FG1690
 FG1690                          STATION RECOVERY (1954)
 FG1690
 FG1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1690'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FG1690'CONDITION.  THE WITNESS POSTS, THAT MARKED THE STATION AND
 FG1690'AZIMUTH MARKS, HAVE BEEN DESTROYED.  A COMPLETE NEW TO REACH
 FG1690'FOLLOWS-
 FG1690'
 FG1690'TO REACH THE STATION FROM THE POST OFFICE IN QUITMAN, GO
 FG1690'SE ON STATE HIGHWAY 25 FOR 1.6 MI. TO ITS JUNCTION WITH
 FG1690'STATE HIGHWAY 107, TURN LEFT ON STATE HIGHWAY 107 AND GO
 FG1690'1.0 MI. TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO E ON
 FG1690'THE MAIN GRAVELED ROAD FOR 0.5 MI. TO A TRACK ROAD ON THE
 FG1690'RIGHT, TURN RIGHT ON THE TRACK ROAD ACROSS A FIELD AND UPHILL
 FG1690'TO THE HIGHEST POINT AND THE STATION, A DISTANCE OF 0.7
 FG1690'MI.  THE FOOTINGS FOR A LOOKOUT TOWER ARE STILL BY THE
 FG1690'STATION.
 FG1690'
 FG1690'TO REACH THE AZIMUTH MARK, GO BACK TO STATE HIGHWAY 107,
 FG1690'TURN LEFT AND GO 1.5 MI. TO A CHURCH ON THE RIGHT IN THE
 FG1690'VILLAGE OF ENDERS.  THE MARK IS LOCATED AT A FENCE CORNER,
 FG1690'SE OF THE SE CORNER OF THE CHURCH, 20 FT. W OF THE HIGHWAY,
 FG1690'AND 20 FT. S OF THE CHURCH DRIVEWAY.
 FG1690'
 FG1690'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1690
 FG1690                          STATION RECOVERY (1962)
 FG1690
 FG1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1690'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 FG1690'2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 FG1690'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 FG1690'VERIFIED.  THE AZIMUTH MARK WAS RECOVERED BUT COULD NOT
 FG1690'BE OBSERVED DUE TO TREES WHICH HAVE GROWN AND BLOCKED THE
 FG1690'LINE OF SIGHT TO THE STATION.  A NEW AZIMUTH MARK WAS
 FG1690'ESTABLISHED BY THIS PARTY.  THE OLD MARK WAS DESTROYED.
 FG1690'
 FG1690'THE STATE FOREST SERVICE LOOKOUT TOWER NEAR THE STATION
 FG1690'SITE HAS BEEN DESTROYED AND THE CONCRETE FOOTINGS ARE THE
 FG1690'ONLY THING IN EVIDENCE.
 FG1690'
 FG1690'A COMPLETE NEW DESCRIPTION FOLLOWS-
 FG1690'
 FG1690'THE STATION IS APPROXIMATELY 12 MILES NORTHEAST OF GREENBRIER,
 FG1690'10 MILES NORTH OF ENOLA, 3 MILES SOUTH OF QUITMAN, ON THE
 FG1690'SUMMIT OF A PROMINENT, WOODED HILL WHICH IS KNOWN AS BUFFALO
 FG1690'HUMP AND ON PROPERTY OWNED BY MR. GUY RICKMAN.
 FG1690'
 FG1690'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FG1690'25 AND 107, 1-1/2 MILES SOUTH OF QUITMAN, GO SOUTH ON HIGHWAY
 FG1690'107 FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.* TURN LEFT
 FG1690'AND GO EAST ON A GRAVELED ROAD FOR 0.55 MILES TO A DRIVEWAY
 FG1690'ON THE LEFT AND A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS
 FG1690'THROUGH THE GATE AND GO SOUTH ON AN OLD BLADED ROAD FOR
 FG1690'0.15 MILE TO A WIRE GATE AT WOODS LINE AND IN THE SOUTHWEST
 FG1690'CORNER OF A FIELD.  PASS THROUGH THE GATE AND GO SOUTHWEST
 FG1690'AND EAST ON THE OLD BLADED ROAD FOR 0.55 MILE TO THE STATION
 FG1690'60 FEET NORTHEAST OF THE SITE OF THE OLD LOOKOUT TOWER.
 FG1690'
 FG1690'STATION MARK IS A STANDARD DISK STAMPED BUFFALO 1940, SET
 FG1690'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 FG1690'41 FEET SOUTHWEST OF A FENCE LINE WHICH CROSSES THE RIDGE,
 FG1690'12 FEET WEST OF A TWIN-TRUNKED TREE AND 1.5 FEET NORTH OF
 FG1690'A METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 FG1690'
 FG1690'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUFFALO NO
 FG1690'1 1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FG1690'5 INCHES.  IT IS 16 FEET WEST OF THE FENCE.
 FG1690'
 FG1690'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUFFALO NO
 FG1690'2 1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FG1690'2 INCHES.  IT IS 56 FEET SOUTHEAST OF THE TWIN-TRUNKED TREE
 FG1690'AND 1.5 FEET WEST OF THE FENCE.
 FG1690'
 FG1690'AZIMUTH MARK IS A STANDARD DISK STAMPED BUFFALO 1940 RESET
 FG1690'1962, CEMENTED IN A DRILL HOLE IN A FLAT, 5 BY 9 FOOT ROCK
 FG1690'OUTCROP WHICH PROJECTS 3 INCHES.  IT IS 114 FEET EAST OF
 FG1690'THE SOUTHEAST CORNER OF A CHURCH, 102 FEET SOUTHWEST OF
 FG1690'THE SOUTHWEST CORNER OF A HOUSE, 24 FEET EAST OF A 14-INCH
 FG1690'TREE AND 16 FEET SOUTH OF A DRIVEWAY.
 FG1690'
 FG1690'*TO REACH THE AZIMUTH MARK, GO SOUTH ON HIGHWAY 107 FOR
 FG1690'1.5 MILES TO RICKMANS STORE ON THE RIGHT AND A SIDE ROAD
 FG1690'ON THE LEFT AT THE SOUTH SIDE OF A CHURCH.  TURN LEFT AND
 FG1690'GO EAST ON A PRIVATE DRIVE FOR 0.05 MILE TO THE MARK ON
 FG1690'THE RIGHT.
 FG1690'
 FG1690'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FG1690'
 FG1690'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FG1690
 FG1690                          STATION RECOVERY (1967)
 FG1690
 FG1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1690'THE STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED
 FG1690'BY J.K. RICHARDS IN 1962.
 FG1690'
 FG1690'THE ROAD WAS WASHED OUT AND THE STATION WAS PACKED TO FOR THE LAST
 FG1690'0.55 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1822 ***********************************************************************
 FG1822  DESIGNATION -  BUFFALO
 FG1822  PID         -  FG1822
 FG1822  STATE/COUNTY-  AR/NEWTON
 FG1822  USGS QUAD   -  FALLSVILLE (1975)
 FG1822
 FG1822                         *CURRENT SURVEY CONTROL
 FG1822  ___________________________________________________________________
 FG1822* NAD 83(1997)-  35 51 50.00155(N)    093 29 35.78479(W)     ADJUSTED  
 FG1822* NAVD 88     -       780.6    (meters)    2561.     (feet)  VERTCON   
 FG1822  ___________________________________________________________________
 FG1822  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FG1822  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG1822
 FG1822  HORZ ORDER  -  FIRST
 FG1822
 FG1822.The horizontal coordinates were established by classical geodetic methods
 FG1822.and adjusted by the National Geodetic Survey in September 1999..
 FG1822
 FG1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1822
 FG1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1822
 FG1822.The geoid height was determined by GEOID03.
 FG1822
 FG1822;                    North         East     Units Scale Factor Converg.
 FG1822;SPC AR N     -   170,826.369   265,142.178   MT  0.99994781   -0 52 08.2
 FG1822;SPC AR N     -   560,452.85    869,887.30   sFT  0.99994781   -0 52 08.2
 FG1822;UTM  15      - 3,968,964.273   455,465.984   MT  0.99962444   -0 17 20.4
 FG1822
 FG1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1822!SPC AR N     -   0.99988187  x   0.99994781  =   0.99982969
 FG1822!UTM  15      -   0.99988187  x   0.99962444  =   0.99950635
 FG1822
 FG1822|---------------------------------------------------------------------|
 FG1822| PID    Reference Object                     Distance      Geod. Az  |
 FG1822|                                                           dddmmss.s |
 FG1822| CI1291 BUFFALO RM 1                         16.669 METERS 05816     |
 FG1822| FG1821 BUFFALO LOT                          20.616 METERS 14505     |
 FG1822| CI1292 BUFFALO RM 2                         21.420 METERS 19353     |
 FG1822| FG1909 PETTIGREW                           APPROX.11.9 KM 2341700.7 |
 FG1822| FG1908 BOSTON TV RELAY MAST                APPROX. 8.6 KM 2445322.7 |
 FG1822|---------------------------------------------------------------------|
 FG1822
 FG1822                          SUPERSEDED SURVEY CONTROL
 FG1822
 FG1822  NAD 83(1997)-  35 51 50.01253(N)    093 29 35.78651(W) AD(       ) 1
 FG1822  NAD 83(1986)-  35 51 50.01080(N)    093 29 35.79257(W) AD(       ) 1
 FG1822  NAD 27      -  35 51 49.72783(N)    093 29 35.12819(W) AD(       ) 1
 FG1822  NGVD 29 (07/19/86)  780.5    (m)         2561.     (f) VERT ANG       
 FG1822
 FG1822.Superseded values are not recommended for survey control.
 FG1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1822.See file dsdata.txt to determine how the superseded data were derived.
 FG1822
 FG1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5546668964(NAD 83)
 FG1822_MARKER: DS = TRIANGULATION STATION DISK
 FG1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1822
 FG1822  HISTORY     - Date     Condition        Report By
 FG1822  HISTORY     - 1971     MONUMENTED       NGS
 FG1822  HISTORY     - 20040727 MARK NOT FOUND   ARHD
 FG1822
 FG1822                          STATION DESCRIPTION
 FG1822
 FG1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1822'THE STATION IS LOCATED ABOUT 10 MILES SOUTH AND 17 MILES WEST OF
 FG1822'JASPER, 3-1/2 MILES NORTH AND 8-1/2 MILES EAST OF PETTIGREW, 6 MILES
 FG1822'NORTH AND 1-1/2 MILES WEST OF FALLSVILLE, IN THE NORTHEAST 1/4
 FG1822'SECTION OF SECTION 23, R 24 W., T 14 N., AND ON PROPERTY OWNED BY THE
 FG1822'OZARK NATIONAL FOREST.
 FG1822'
 FG1822'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 16 IN
 FG1822'FALLSVILLE, GO WESTERLY AND NORTH ON STATE HIGHWAY 16 FOR 10.4 MILES
 FG1822'TO A ROAD FORK AND SIGN BUFFALO TOWER.  KEEP RIGHT AND GO NORTHERLY
 FG1822'UP HILL ON ROAD NUMBERED 1402 FOR 1.45 MILES TO A REVERSE FORK.
 FG1822'KEEP RIGHT AND CONTINUE EASTERLY AHEAD ON ROAD 1402 FOR 2.0 MILES TO
 FG1822'A FORK.  KEEP RIGHT AS PER SIGN AND GO SOUTHEASTERLY ON GRADED
 FG1822'ROAD FOR 0.45 MILE TO A FORK.  KEEP LEFT AND GO 0.35 MILE TO TOP OF
 FG1822'HILL, LOOKOUT TOWER AND STATION.
 FG1822'
 FG1822'STATION MARKS ARE STANDARD DISK STAMPED BUFFALO 1971.
 FG1822'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FG1822'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 69.5
 FG1822'FEET NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 53 FEET
 FG1822'NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 19.5
 FG1822'FEET WEST OF THE FENCE AND 11 FEET SOUTH OF THE NORTH EDGE OF A
 FG1822'PARKING AREA.  THE UNDERGROUND MARK IS A STANDARD DISK CEMENTED IN A
 FG1822'DRILL HOLE IN BEDROCK AND IS ABOUT 20 INCHES BELOW THE GROUND
 FG1822'SURFACE.
 FG1822'
 FG1822'REFERENCE MARK 1, A STANDARD DISK STAMPED BUFFALO NO 1 1971, IS
 FG1822'CEMENTED IN A DRILL HOLE IN A BEDROCK FORMATION THAT PROJECTS ABOUT
 FG1822'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 74 FEET NORTH OF THE
 FG1822'NORTHWEST LEG OF THE LOOKOUT TOWER, 36 FEET NORTHWEST OF A POWER
 FG1822'LINE POLE AND 29.5 FEET WEST OF A LARGE OAK TREE.
 FG1822'
 FG1822'REFERENCE MARK 2, A STANDARD DISK STAMPED BUFFALO NO 2 1971, IS
 FG1822'CEMENTED IN A DRILL HOLE IN A BEDROCK FORMATION THAT PROJECTS ABOUT
 FG1822'2 INCHES ABOVE THE ROAD SURFACE.  IT IS 66.5 FEET NORTHWEST OF THE
 FG1822'NORTHWEST CORNER OF HOUSE, 43.5 FEET WEST-SOUTHWEST OF THE
 FG1822'SOUTHWEST LEG OF THE LOOKOUT TOWER, 25.5 FEET WEST OF THE FENCE AND
 FG1822'9.5 FEET NORTHWEST OF A TREE.
 FG1822'
 FG1822'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 FG1822'
 FG1822'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.GC0000
 FG1822
 FG1822                          STATION RECOVERY (2004)
 FG1822
 FG1822'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1691 ***********************************************************************
 FG1691  DESIGNATION -  BUFFALO HUMP COMM LOT
 FG1691  PID         -  FG1691
 FG1691  STATE/COUNTY-  AR/FAULKNER
 FG1691  USGS QUAD   -  BARNEY (1994)
 FG1691
 FG1691                         *CURRENT SURVEY CONTROL
 FG1691  ___________________________________________________________________
 FG1691* NAD 83(1997)-  35 20 26.97988(N)    092 13 18.84583(W)     ADJUSTED  
 FG1691* NAVD 88     -                                                        
 FG1691  ___________________________________________________________________
 FG1691  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 FG1691  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FG1691
 FG1691  HORZ ORDER  -  THIRD
 FG1691
 FG1691.The horizontal coordinates were established by classical geodetic methods
 FG1691.and adjusted by the National Geodetic Survey in September 1999..
 FG1691
 FG1691
 FG1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1691
 FG1691.The geoid height was determined by GEOID03.
 FG1691
 FG1691;                    North         East     Units Scale Factor Converg.
 FG1691;SPC AR N     -   111,795.437   379,828.490   MT  0.99994491   -0 07 44.8
 FG1691;SPC AR N     -   366,782.20  1,246,153.97   sFT  0.99994491   -0 07 44.8
 FG1691;UTM  15      - 3,911,118.360   570,707.821   MT  0.99966161   +0 27 00.4
 FG1691
 FG1691                          SUPERSEDED SURVEY CONTROL
 FG1691
 FG1691  NAD 83(1986)-  35 20 26.99447(N)    092 13 18.84090(W) AD(       ) 4
 FG1691  NAD 27      -  35 20 26.70100(N)    092 13 18.29400(W) AD(       ) 3
 FG1691
 FG1691.Superseded values are not recommended for survey control.
 FG1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1691.See file dsdata.txt to determine how the superseded data were derived.
 FG1691
 FG1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7070811118(NAD 83)
 FG1691_MARKER: 57 = LOOKOUT TOWER
 FG1691
 FG1691  HISTORY     - Date     Condition        Report By
 FG1691  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1691
 FG1691                          STATION DESCRIPTION
 FG1691
 FG1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1691'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 FG1691'THE CENTER OF THE BUFFALO HUMP, ARKANSAS FORESTRY COMMISSION,
 FG1691'LOOKOUT TOWER, NO. T 18-1.  THIS IS A TIMBER STRUCTURE 100
 FG1691'FEET TO FLOOR OF LOOKOUT, AND 14 FEET FROM FLOOR TO PEAK
 FG1691'OF ROOF.  THE LOOKOUT ROOM IS PAINTED WHITE AND THE REMAINDER
 FG1691'OF THE STRUCTURE IS A DARK COLOR.
 FG1691'
 FG1691'THE LOOKOUT IS LOCATED ABOUT 12 MILES NE OF GREENBRIER,
 FG1691'AND 3 MILES S OF QUITMAN ON A PROMINENT WOODED HILL KNOWN
 FG1691'LOCALLY AS BUFFALO HUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1821 ***********************************************************************
 FG1821  DESIGNATION -  BUFFALO LOT
 FG1821  PID         -  FG1821
 FG1821  STATE/COUNTY-  AR/NEWTON
 FG1821  USGS QUAD   -  FALLSVILLE (1975)
 FG1821
 FG1821                         *CURRENT SURVEY CONTROL
 FG1821  ___________________________________________________________________
 FG1821* NAD 83(1997)-  35 51 49.45309(N)    093 29 35.31439(W)     ADJUSTED  
 FG1821* NAVD 88     -                                                        
 FG1821  ___________________________________________________________________
 FG1821  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FG1821  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG1821
 FG1821  HORZ ORDER  -  THIRD
 FG1821
 FG1821.The horizontal coordinates were established by classical geodetic methods
 FG1821.and adjusted by the National Geodetic Survey in September 1999..
 FG1821
 FG1821
 FG1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1821
 FG1821.The geoid height was determined by GEOID03.
 FG1821
 FG1821;                    North         East     Units Scale Factor Converg.
 FG1821;SPC AR N     -   170,809.288   265,153.722   MT  0.99994780   -0 52 07.9
 FG1821;SPC AR N     -   560,396.81    869,925.17   sFT  0.99994780   -0 52 07.9
 FG1821;UTM  15      - 3,968,947.316   455,477.696   MT  0.99962442   -0 17 20.1
 FG1821
 FG1821                          SUPERSEDED SURVEY CONTROL
 FG1821
 FG1821  NAD 83(1997)-  35 51 49.46407(N)    093 29 35.31611(W) AD(       ) 4
 FG1821  NAD 83(1986)-  35 51 49.46233(N)    093 29 35.32221(W) AD(       ) 4
 FG1821  NAD 27      -  35 51 49.17937(N)    093 29 34.65780(W) AD(       ) 3
 FG1821
 FG1821.Superseded values are not recommended for survey control.
 FG1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1821.See file dsdata.txt to determine how the superseded data were derived.
 FG1821
 FG1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5547868947(NAD 83)
 FG1821_MARKER: 57 = LOOKOUT TOWER
 FG1821
 FG1821  HISTORY     - Date     Condition        Report By
 FG1821  HISTORY     - 1971     FIRST OBSERVED   USFS
 FG1821
 FG1821                          STATION DESCRIPTION
 FG1821
 FG1821'DESCRIBED BY US FOREST SERVICE 1971 (LHW)
 FG1821'THE STATION, BUFFALO U. S. FOREST SERVICE LOOKOUT TOWER IS THE CENTER
 FG1821'BASE OF THE LOOKOUT TOWER THAT IS APPROXIMATELY 100 FEET HIGH.  THE
 FG1821'DISTANCE WAS MEASURED FROM TRIANGULATION STATION BUFFALO AND THE
 FG1821'DISTANCE IS 67.64 FEET OR 20.616 METERS.
 FG1821'
 FG1821'THE STATION IS LOCATED ABOUT 10 MILES SOUTH AND 17 MILES WEST OF
 FG1821'JASPER, 3-1/2 MILES NORTH AND 8-1/2 MILES EAST OF PETTIGREW, 6 MILES
 FG1821'NORTH AND 1-1/2 MILES WEST OF FALLSVILLE, IN THE NORTHEAST 1/4
 FG1821'SECTION OF SECTION 23, R 24 W., T 14 N., AND ON PROPERTY OF THE OZARK
 FG1821'NATIONAL FOREST.
 FG1821'
 FG1821'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 16
 FG1821'IN FALLSVILLE, GO WESTERLY AND NORTH ON STATE HIGHWAY 16 FOR 10.4
 FG1821'MILES TO A ROAD FORK AND SIGN BUFFALO TOWER.  KEEP RIGHT AND GO
 FG1821'NORTHERLY UP HILL ON ROAD NUMBERED 1402 FOR 1.45 MILES TO A
 FG1821'REVERSE FORK.  KEEP RIGHT AND CONTINUE EASTERLY AHEAD ON ROAD 1402
 FG1821'FOR 2.0 MILES TO A FORK.  KEEP RIGHT AS PER SIGN AND GO
 FG1821'SOUTHEASTERLY ON GRADED ROAD FOR 0.45 MILE TO A FORK.  KEEP
 FG1821'LEFT AND GO 0.35 MILE TO THE TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0678 ***********************************************************************
 GF0678  DESIGNATION -  BUFORD
 GF0678  PID         -  GF0678
 GF0678  STATE/COUNTY-  AR/BAXTER
 GF0678  USGS QUAD   -  BUFFALO CITY (1966)
 GF0678
 GF0678                         *CURRENT SURVEY CONTROL
 GF0678  ___________________________________________________________________
 GF0678* NAD 83(1997)-  36 12 54.07186(N)    092 26 56.97549(W)     ADJUSTED  
 GF0678* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 GF0678  ___________________________________________________________________
 GF0678  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 GF0678  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GF0678
 GF0678  HORZ ORDER  -  SECOND
 GF0678
 GF0678.The horizontal coordinates were established by classical geodetic methods
 GF0678.and adjusted by the National Geodetic Survey in September 1999..
 GF0678
 GF0678.The orthometric height was scaled from a topographic map.
 GF0678
 GF0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0678
 GF0678.The geoid height was determined by GEOID03.
 GF0678
 GF0678;                    North         East     Units Scale Factor Converg.
 GF0678;SPC AR N     -   208,856.009   359,612.596   MT  0.99999643   -0 15 40.9
 GF0678;SPC AR N     -   685,221.76  1,179,828.99   sFT  0.99999643   -0 15 40.9
 GF0678;UTM  15      - 4,007,938.355   549,511.026   MT  0.99963020   +0 19 31.6
 GF0678
 GF0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0678!SPC AR N     -   0.99996379  x   0.99999643  =   0.99996022
 GF0678!UTM  15      -   0.99996379  x   0.99963020  =   0.99959400
 GF0678
 GF0678:                Primary Azimuth Mark                     Grid Az
 GF0678:SPC AR N     -  WALLACE KNOB                             022 33 08.7
 GF0678:UTM  15      -  WALLACE KNOB                             021 57 56.2
 GF0678
 GF0678|---------------------------------------------------------------------|
 GF0678| PID    Reference Object                     Distance      Geod. Az  |
 GF0678|                                                           dddmmss.s |
 GF0678| GF0682 WALLACE KNOB                        APPROX.17.1 KM 0221727.8 |
 GF0678| CI1293 BUFORD RM 1                          26.298 METERS 02900     |
 GF0678| CI1294 BUFORD RM 2                          23.339 METERS 32918     |
 GF0678|---------------------------------------------------------------------|
 GF0678
 GF0678                          SUPERSEDED SURVEY CONTROL
 GF0678
 GF0678  NAD 83(1986)-  36 12 54.08432(N)    092 26 56.97829(W) AD(       ) 2
 GF0678  NAD 27      -  36 12 53.83600(N)    092 26 56.40000(W) AD(       ) 2
 GF0678
 GF0678.Superseded values are not recommended for survey control.
 GF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0678.See file dsdata.txt to determine how the superseded data were derived.
 GF0678
 GF0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4951107938(NAD 83)
 GF0678_MARKER: DS = TRIANGULATION STATION DISK
 GF0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0678_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0678+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 GF0678
 GF0678  HISTORY     - Date     Condition        Report By
 GF0678  HISTORY     - 1953     MONUMENTED       CGS
 GF0678  HISTORY     - 1965     GOOD             CGS
 GF0678  HISTORY     - 20040831 GOOD             USPSQD
 GF0678
 GF0678                          STATION DESCRIPTION
 GF0678
 GF0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0678'THE STATION IS IN SEC. 24, T 18 N, R 14 W, ABOUT 8-1/2 MILES
 GF0678'SOUTH-SOUTHWEST OF MOUNTAIN HOME, 1-3/4 MILES SOUTHWEST
 GF0678'OF THE BUFORD POST OFFICE, 69 FEET EAST OF A GRAVELED ROAD, 46 FEET
 GF0678'SOUTH OF A TRACK ROAD, AND 7 FEET NORTHWEST OF A WHITE 4 IN X 4 IN
 GF0678'WITNESS POST.
 GF0678'
 GF0678'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME,
 GF0678'GO SOUTH AND SOUTHWEST ON U. S. HIGHWAY 62 FOR 3.75 MILES TO A
 GF0678'GRAVEL ROAD ON THE LEFT, TURN LEFT AND GO FOR 0.5 MILE TO
 GF0678'A T-INTERSECTION AND A GROCERY STORE, TURN LEFT AND GO
 GF0678'SOUTHERLY ON THE GRAVELED ROAD FOR 1.7 MILES TO A FORK,
 GF0678'TURN RIGHT AND GO SOUTHERLY FOR 2.55 MILES TO A CROSS ROADS
 GF0678'AND A GROCERY STORE, TURN RIGHT AND GO SOUTHWEST FOR 0.4 MILE
 GF0678'TO THE BUFORD POST OFFICE, CONTINUE SOUTHERLY ON THE MAIN
 GF0678'ROAD FOR 0.4 MILE TO A FORK, TAKE LEFT FORK AND GO SOUTHERLY
 GF0678'ON THE MAIN ROAD FOR 2.0 MILES TO THE STATION ON THE LEFT.
 GF0678'
 GF0678'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0678'BUFORD 1953.
 GF0678'
 GF0678'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF THE TRACK ROAD.
 GF0678'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BUFORD
 GF0678'NO 1 1953.
 GF0678'
 GF0678'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE GRAVELED ROAD AND
 GF0678'26 FEET NORTH OF THE TRACK ROAD.  THE MARK PROJECTS 1 INCH
 GF0678'AND THE DISK IS STAMPED BUFORD NO 2 1953.
 GF0678'
 GF0678'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 GF0678'
 GF0678'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 GF0678
 GF0678                          STATION RECOVERY (1965)
 GF0678
 GF0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0678'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 GF0678'MARKS FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET
 GF0678'AT THIS STATION.  THE STATION MARK IS ABOUT 65 FEET SOUTHEAST
 GF0678'OF A METAL WITNESS POST THAT WAS SET IN THE RIGHT OF WAY
 GF0678'FENCE LINE.
 GF0678'
 GF0678'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0678'FOR RECOVERY.
 GF0678
 GF0678                          STATION RECOVERY (2004)
 GF0678
 GF0678'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1425 ***********************************************************************
 DL1425  DESIGNATION -  BULL
 DL1425  PID         -  DL1425
 DL1425  STATE/COUNTY-  AR/CLARK
 DL1425  USGS QUAD   -  READER (1970)
 DL1425
 DL1425                         *CURRENT SURVEY CONTROL
 DL1425  ___________________________________________________________________
 DL1425* NAD 83(1997)-  33 52 25.54200(N)    093 03 47.13881(W)     ADJUSTED  
 DL1425* NAVD 88     -       127.6    (meters)     419.     (feet)  VERTCON   
 DL1425  ___________________________________________________________________
 DL1425  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DL1425  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DL1425
 DL1425  HORZ ORDER  -  SECOND
 DL1425
 DL1425.The horizontal coordinates were established by classical geodetic methods
 DL1425.and adjusted by the National Geodetic Survey in September 1999..
 DL1425
 DL1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1425
 DL1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1425
 DL1425.The geoid height was determined by GEOID03.
 DL1425
 DL1425;                    North         East     Units Scale Factor Converg.
 DL1425;SPC AR S     -   534,392.069   301,650.634   MT  0.99992238   -0 35 42.0
 DL1425;SPC AR S     - 1,753,251.31    989,665.46   sFT  0.99992238   -0 35 42.0
 DL1425;UTM  15      - 3,748,160.856   494,164.790   MT  0.99960042   -0 02 06.6
 DL1425
 DL1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1425!SPC AR S     -   0.99998415  x   0.99992238  =   0.99990653
 DL1425!UTM  15      -   0.99998415  x   0.99960042  =   0.99958457
 DL1425
 DL1425|---------------------------------------------------------------------|
 DL1425| PID    Reference Object                     Distance      Geod. Az  |
 DL1425|                                                           dddmmss.s |
 DL1425| CX5093 BULL RM 1                            20.614 METERS 08121     |
 DL1425| DL1426 BULL MOUNTAIN FIRE LOT               15.601 METERS 12001     |
 DL1425| CX5094 BULL RM 2                            28.602 METERS 15444     |
 DL1425| CX5092 BULL AZ MK                                         2515340.3 |
 DL1425| DL1424 GURDON ARK P AND L CO RAD MAST      APPROX. 7.4 KM 3133809.0 |
 DL1425|---------------------------------------------------------------------|
 DL1425
 DL1425                          SUPERSEDED SURVEY CONTROL
 DL1425
 DL1425  NAD 83(1997)-  33 52 25.55124(N)    093 03 47.13096(W) AD(       ) 2
 DL1425  NAD 83(1986)-  33 52 25.55202(N)    093 03 47.13015(W) AD(       ) 2
 DL1425  NAD 27      -  33 52 25.18140(N)    093 03 46.52470(W) AD(       ) 2
 DL1425  NGVD 29 (07/19/86)  127.6    (m)          419.     (f) VERT ANG       
 DL1425
 DL1425.Superseded values are not recommended for survey control.
 DL1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1425.See file dsdata.txt to determine how the superseded data were derived.
 DL1425
 DL1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9416548161(NAD 83)
 DL1425_MARKER: DS = TRIANGULATION STATION DISK
 DL1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1425
 DL1425  HISTORY     - Date     Condition        Report By
 DL1425  HISTORY     - 1957     MONUMENTED       CGS
 DL1425  HISTORY     - 1964     GOOD             CGS
 DL1425  HISTORY     - 1969     GOOD             USGS
 DL1425
 DL1425                          STATION DESCRIPTION
 DL1425
 DL1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1425'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 6.0 MILES
 DL1425'SOUTHEAST OF GURDON, 5.0 MILES NORTHEAST OF WHELEN SPRINGS
 DL1425'AND JUST WEST OF THE BULL MOUNTAIN LOOKOUT TOWER.  THE
 DL1425'MARK IS ON THE WEST SLOPE OF HILL, ABOUT 4 FEET LOWER THAN
 DL1425'THE HIGHEST POINT, PROJECTS 6 INCHES AND IS STAMPED BULL 1957.
 DL1425'
 DL1425'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF HILL, 29 FEET
 DL1425'NORTH OF THE NORTHEAST LEG OF LOOKOUT TOWER, PROJECTS 4
 DL1425'INCHES AND IS STAMPED BULL NO 1 1957.
 DL1425'
 DL1425'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF HILL, 48 FEET
 DL1425'SOUTH OF THE SOUTHEAST LEG OF LOOKOUT TOWER.  IT IS A
 DL1425'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CENTER OF A 6
 DL1425'FOOT SQUARE CONCRETE SLAB THAT PROJECTS 6 INCHES AND IT IS
 DL1425'STAMPED BULL NO 2 1957.
 DL1425'
 DL1425'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 33 FEET
 DL1425'NORTHEAST OF THE CENTER OF A DIRT ROAD, 30 FEET NORTHWEST OF A
 DL1425'FENCE CORNER AND 1 FOOT WEST OF A NORTHWEST-SOUTHEAST
 DL1425'FENCE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED BULL 1957.
 DL1425'
 DL1425'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTH OF
 DL1425'THE RAILROAD STATION IN GURDON, GO EAST AND SOUTH ON STATE
 DL1425'HIGHWAY 53 FOR 0.8 MILE TO A CROSSROAD, TURN LEFT AND GO
 DL1425'SOUTHEAST ON MAIN TRAVELED ROAD FOR 4.6 MILES TO A FORK,
 DL1425'TAKE LEFT FORK FOR ABOUT 50 YARDS TO THE AZIMUTH MARK ON LEFT
 DL1425'AS DESCRIBED.  CONTINUE EASTERLY FOR 0.4 MILE TO A T
 DL1425'INTERSECTION, TURN LEFT AND GO NORTHERLY FOR 0.5 MILE TO A SIDE
 DL1425'ROAD RIGHT, TURN RIGHT AND GO EASTERLY FOR 1.2 MILES TO THE
 DL1425'TOP OF HILL AND STATION JUST WEST OF LOOKOUT TOWER AS
 DL1425'DESCRIBED.
 DL1425'
 DL1425'HEIGHT OF LIGHT ABOVE STATION MARK 14.24 METERS.
 DL1425
 DL1425                          STATION RECOVERY (1964)
 DL1425
 DL1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1425'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1425'CONDITION.  THE MILEAGE TO THE STATION FROM GURDON WAS NOT
 DL1425'CHECKED.
 DL1425'
 DL1425'THE AZIMUTH MARK RECOVERED AS DESCRIBED, IS ABOUT 50 YARDS SOUTH
 DL1425'OF A FARMHOUSE AND IS 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
 DL1425
 DL1425                          STATION RECOVERY (1969)
 DL1425
 DL1425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1425'ALL SURFACES MARKS WERE RECOVERED AS DESCRIBED.  THE DISTANCES
 DL1425'AND DIRECTIONS CHECKED.
 DL1425'
 DL1425'THE OLD DESCRIPTION IS ADEQUATE ENOUGH FOR RECOVERY.  FOUND
 DL1425'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1426 ***********************************************************************
 DL1426  DESIGNATION -  BULL MOUNTAIN FIRE LOT
 DL1426  PID         -  DL1426
 DL1426  STATE/COUNTY-  AR/CLARK
 DL1426  USGS QUAD   -  READER (1970)
 DL1426
 DL1426                         *CURRENT SURVEY CONTROL
 DL1426  ___________________________________________________________________
 DL1426* NAD 83(1997)-  33 52 25.28865(N)    093 03 46.61323(W)     ADJUSTED  
 DL1426* NAVD 88     -                                                        
 DL1426  ___________________________________________________________________
 DL1426  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DL1426  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DL1426
 DL1426  HORZ ORDER  -  THIRD
 DL1426
 DL1426.The horizontal coordinates were established by classical geodetic methods
 DL1426.and adjusted by the National Geodetic Survey in September 1999..
 DL1426
 DL1426
 DL1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1426
 DL1426.The geoid height was determined by GEOID03.
 DL1426
 DL1426;                    North         East     Units Scale Factor Converg.
 DL1426;SPC AR S     -   534,384.123   301,664.059   MT  0.99992238   -0 35 41.7
 DL1426;SPC AR S     - 1,753,225.24    989,709.50   sFT  0.99992238   -0 35 41.7
 DL1426;UTM  15      - 3,748,153.045   494,178.287   MT  0.99960042   -0 02 06.3
 DL1426
 DL1426                          SUPERSEDED SURVEY CONTROL
 DL1426
 DL1426  NAD 83(1997)-  33 52 25.29789(N)    093 03 46.60538(W) AD(       ) 4
 DL1426  NAD 83(1986)-  33 52 25.29879(N)    093 03 46.60450(W) AD(       ) 4
 DL1426  NAD 27      -  33 52 24.92800(N)    093 03 45.99900(W) AD(       ) 3
 DL1426
 DL1426.Superseded values are not recommended for survey control.
 DL1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1426.See file dsdata.txt to determine how the superseded data were derived.
 DL1426
 DL1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9417848153(NAD 83)
 DL1426_MARKER: 57 = LOOKOUT TOWER
 DL1426
 DL1426  HISTORY     - Date     Condition        Report By
 DL1426  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1426  HISTORY     - 1957     GOOD             CGS
 DL1426
 DL1426                          STATION DESCRIPTION
 DL1426
 DL1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1426'STATION IS A LOOKOUT TOWER OF THE ARKANSAS FORESTRY COMMISSION,
 DL1426'LOCATED IN THE SE 1/4 OF SECTION 8, T 10 S, R 19 W, ABOUT
 DL1426'4.5 MILES NE OF WHELEN SPRINGS.  THE TOWER IS OF STEEL
 DL1426'CONSTRUCTION, ABOUT 100 FEET HIGH, WITH AN ENCLOSED CABIN AT
 DL1426'THE TOP.
 DL1426'
 DL1426'THIS STATION WAS NOT VISITED.
 DL1426
 DL1426                          STATION RECOVERY (1957)
 DL1426
 DL1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1426'THE STATION IS AN ELEVATED, GLASS ENCLOSED, OBSERVATION CAB
 DL1426'THAT IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND HAS AN
 DL1426'OVERALL HEIGHT OF 110 FEET.
 DL1426'
 DL1426'THE TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE
 DL1426'BASE OF THE LOOKOUT TOWER TO TRIANGULATION STATION BULL.
 DL1426'(SEE DESCRIPTION THEREOF.)
 DL1426'
 DL1426'PROBABLY THE SAME STATION AS LOCATED IN 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0695 ***********************************************************************
 GF0695  DESIGNATION -  BULL SHOALS
 GF0695  PID         -  GF0695
 GF0695  STATE/COUNTY-  AR/MARION
 GF0695  USGS QUAD   -  COTTER (1981)
 GF0695
 GF0695                         *CURRENT SURVEY CONTROL
 GF0695  ___________________________________________________________________
 GF0695* NAD 83(1997)-  36 21 47.64482(N)    092 35 55.51037(W)     ADJUSTED  
 GF0695* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 GF0695  ___________________________________________________________________
 GF0695  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GF0695  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0695
 GF0695  HORZ ORDER  -  FIRST
 GF0695
 GF0695.The horizontal coordinates were established by classical geodetic methods
 GF0695.and adjusted by the National Geodetic Survey in September 1999..
 GF0695
 GF0695.The orthometric height was scaled from a topographic map.
 GF0695
 GF0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0695
 GF0695.The geoid height was determined by GEOID03.
 GF0695
 GF0695;                    North         East     Units Scale Factor Converg.
 GF0695;SPC AR N     -   225,374.028   346,261.698   MT  1.00002826   -0 20 54.3
 GF0695;SPC AR N     -   739,414.62  1,136,026.92   sFT  1.00002826   -0 20 54.3
 GF0695;UTM  15      - 4,024,312.445   535,996.972   MT  0.99961596   +0 14 16.5
 GF0695
 GF0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0695!SPC AR N     -   0.99997337  x   1.00002826  =   1.00000163
 GF0695!UTM  15      -   0.99997337  x   0.99961596  =   0.99958934
 GF0695
 GF0695|---------------------------------------------------------------------|
 GF0695| PID    Reference Object                     Distance      Geod. Az  |
 GF0695|                                                           dddmmss.s |
 GF0695| CI1299 BULL SHOALS RM 3                     45.421 METERS 01736     |
 GF0695| CI1301 BULL SHOALS DAM FLAGPOLE                           0825027.8 |
 GF0695| GF0697 BULL SHOALS                          10.988 METERS 08514     |
 GF0695| GF0696 BULL SHOALS MTN SW PWR ADM RAD       21.446 METERS 15924     |
 GF0695| CI1298 BULL SHOALS RM 1                     14.018 METERS 16641     |
 GF0695| CI1300 BULL SHOALS RM 4                     18.859 METERS 17457     |
 GF0695|---------------------------------------------------------------------|
 GF0695
 GF0695                          SUPERSEDED SURVEY CONTROL
 GF0695
 GF0695  NAD 83(1986)-  36 21 47.65861(N)    092 35 55.51218(W) AD(       ) 1
 GF0695  NAD 27      -  36 21 47.41700(N)    092 35 54.92000(W) AD(       ) 1
 GF0695
 GF0695.Superseded values are not recommended for survey control.
 GF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0695.See file dsdata.txt to determine how the superseded data were derived.
 GF0695
 GF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3599724312(NAD 83)
 GF0695_MARKER: DS = TRIANGULATION STATION DISK
 GF0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0695+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 GF0695
 GF0695  HISTORY     - Date     Condition        Report By
 GF0695  HISTORY     - 1953     MONUMENTED       CGS
 GF0695  HISTORY     - 1965     GOOD             CGS
 GF0695  HISTORY     - 20040831 GOOD             USPSQD
 GF0695
 GF0695                          STATION DESCRIPTION
 GF0695
 GF0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0695'THE STATION IS 6 MILES NORTH OF FLIPPIN, 2 MILES SOUTHWEST
 GF0695'OF BULL SHOALS, 1-1/2 MILES WEST OF BULL SHOALS DAM, ON THE
 GF0695'SUMMIT OF BULL SHOALS MTN., AND 8 FEET SOUTHWEST OF A 4 IN
 GF0695'X 4 IN WITNESS POST.
 GF0695'
 GF0695'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GF0695'BULL SHOALS 1953.
 GF0695'
 GF0695'TO REACH THE STATION FROM THE CENTER OF BULL SHOALS DAM,
 GF0695'GO NORTH, EAST, AND SOUTH ON THE BLACK TOP ROAD, PASSING
 GF0695'THROUGH THE TOWN OF BULL SHOALS, FOR 4.1 MILES TO A TRACK ROAD
 GF0695'ON THE LEFT, TURN LEFT AND GO NORTHEASTERLY ON THE TRACK
 GF0695'ROAD FOR 0.6 MILE TO THE TOP OF THE MOUNTAIN AND THE STATION
 GF0695'MARK AS DESCRIBED.
 GF0695'
 GF0695'BULL SHOALS (USED) IS A STANDARD U.S.E.D. BENCH MARK DISK,
 GF0695'SET IN A 14-INCH CONCRETE POST THAT PROJECTS 4 INCHES.  THIS
 GF0695'IS A U.S.E.D. TRIANGULATION STATION.
 GF0695'
 GF0695'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0695'BULL SHOALS NO 1 1953.
 GF0695'
 GF0695'THE FLAGPOLE WHICH IS USED AS AN AZIMUTH MARK IS LOCATED
 GF0695'ATOP THE ELEVATOR HOUSE IN THE CENTER OF THE DAM.
 GF0695'
 GF0695'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GF0695
 GF0695                          STATION RECOVERY (1965)
 GF0695
 GF0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0695'STATION RECOVERED AND THE STATION MARK WAS THE ONLY MARK
 GF0695'FOUND IN GOOD CONDITION.  R.M. NO. 1 AND BULL SHOALS (USED)
 GF0695'HAD BEEN DESTROYED.  TWO REFERENCE MARKS WERE SET TO REPLACE
 GF0695'THE ONES THAT HAD BEEN DESTROYED.
 GF0695'
 GF0695'A LARGE OBSERVATION TOWER, WITH A SOUVENIR STORE AT THE BASE,
 GF0695'HAS BEEN ERECTED ABOUT 208 FEET NORTH-NORTHEAST OF THE STATION.
 GF0695'THE SOUTHWEST POWER ADMINISTRATION HAS ERECTED A RADIO MAST
 GF0695'70.36 FEET SOUTHEAST OF THE STATION.  THIS MAST WAS REPORTED
 GF0695'TO BE 280 FEET HIGH.
 GF0695'
 GF0695'THE STATION IS ABOUT 62 FEET NORTH OF THE NORTHWEST CORNER
 GF0695'OF THE STEEL FENCE AROUND THE RADIO MAST AND 58.5 FEET
 GF0695'SOUTHWEST OF THE WEST GATE POST OF STEEL GATE LEADING INTO
 GF0695'A FENCED AREA.  THE MARK PROJECTS 4 INCHES.
 GF0695'
 GF0695'R.M. NO. 3 IS NORTH-NORTHEAST OF THE STATION, 58.8 FEET SOUTHWEST
 GF0695'OF A DOOR LEADING TO STORE AND OBSERVATION TOWER, NEAR THE
 GF0695'CENTER OF THE SOUTHWEST END OF THE SIDEWALK AND 6 INCHES
 GF0695'NORTHEAST OF THE SOUTHWEST END.  THE DISK IS SET IN A DRILL
 GF0695'HOLE IN THE SIDEWALK AND IS STAMPED BULL SHOALS NO 3 1953.
 GF0695'
 GF0695'R.M. NO. 4 IS SOUTH OF THE STATION, SET IN THE CONCRETE
 GF0695'BASE FOR A STEEL FENCE POST AND IS JUST WEST OF THE NORTHWEST
 GF0695'CORNER OF FENCE AROUND RADIO MAST.  MARK IS SET IN A DRILL
 GF0695'HOLE IN CONCRETE, ABOUT FLUSH WITH GROUND AND DISK IS STAMPED
 GF0695'BULL SHOALS NO 4 1953.
 GF0695'
 GF0695'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0695'FOR RECOVERY.
 GF0695
 GF0695                          STATION RECOVERY (2004)
 GF0695
 GF0695'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0697 ***********************************************************************
 GF0697  DESIGNATION -  BULL SHOALS
 GF0697  PID         -  GF0697
 GF0697  STATE/COUNTY-  AR/MARION
 GF0697  USGS QUAD   -  COTTER (1981)
 GF0697
 GF0697                         *CURRENT SURVEY CONTROL
 GF0697  ___________________________________________________________________
 GF0697* NAD 83(1997)-  36 21 47.67443(N)    092 35 55.07114(W)     ADJUSTED  
 GF0697* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 GF0697  ___________________________________________________________________
 GF0697  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GF0697  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0697
 GF0697  HORZ ORDER  -  SECOND
 GF0697
 GF0697.The horizontal coordinates were established by classical geodetic methods
 GF0697.and adjusted by the National Geodetic Survey in September 1999..
 GF0697
 GF0697.The orthometric height was scaled from a topographic map.
 GF0697
 GF0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0697
 GF0697.The geoid height was determined by GEOID03.
 GF0697
 GF0697;                    North         East     Units Scale Factor Converg.
 GF0697;SPC AR N     -   225,374.875   346,272.654   MT  1.00002826   -0 20 54.0
 GF0697;SPC AR N     -   739,417.40  1,136,062.87   sFT  1.00002826   -0 20 54.0
 GF0697;UTM  15      - 4,024,313.403   536,007.914   MT  0.99961597   +0 14 16.7
 GF0697
 GF0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0697!SPC AR N     -   0.99997337  x   1.00002826  =   1.00000163
 GF0697!UTM  15      -   0.99997337  x   0.99961597  =   0.99958935
 GF0697
 GF0697                          SUPERSEDED SURVEY CONTROL
 GF0697
 GF0697  NAD 83(1986)-  36 21 47.68823(N)    092 35 55.07295(W) AD(       ) 2
 GF0697  NAD 27      -  36 21 47.44700(N)    092 35 54.48100(W) AD(       ) 2
 GF0697
 GF0697.Superseded values are not recommended for survey control.
 GF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0697.See file dsdata.txt to determine how the superseded data were derived.
 GF0697
 GF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3600824313(NAD 83)
 GF0697_MARKER: DB = BENCH MARK DISK
 GF0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0697+STABILITY: SURFACE MOTION
 GF0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0697+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 GF0697
 GF0697  HISTORY     - Date     Condition        Report By
 GF0697  HISTORY     - 1953     MONUMENTED       USE
 GF0697  HISTORY     - 20040831 GOOD             USPSQD
 GF0697
 GF0697                          STATION DESCRIPTION
 GF0697
 GF0697'DESCRIBED BY US ENGINEERS 1953 (JCM)
 GF0697'THE STATION IS 6 MILES NORTH OF FLIPPIN, 2 MILES SOUTHWEST
 GF0697'OF BULL SHOALS, 1-1/2 MILES WEST OF BULL SHOALS DAM AND
 GF0697'ON THE SUMMIT OF BULL SHOALS MTN.
 GF0697'
 GF0697'THE STATION MARK IS A STANDARD U.S.E.D. BENCH MARK DISK
 GF0697'SET IN A 14-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 GF0697'THERE IS NO STAMPING ON THE DISK.  THIS IS A U.S.E.D.
 GF0697'TRIANGULATION STATION.
 GF0697'
 GF0697'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GF0697'BULL SHOALS AND THE DISTANCE IS 36.05 FT., 10.988 M.
 GF0697
 GF0697                          STATION RECOVERY (2004)
 GF0697
 GF0697'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0696 ***********************************************************************
 GF0696  DESIGNATION -  BULL SHOALS MTN SW PWR ADM RAD
 GF0696  PID         -  GF0696
 GF0696  STATE/COUNTY-  AR/MARION
 GF0696  USGS QUAD   -  COTTER (1981)
 GF0696
 GF0696                         *CURRENT SURVEY CONTROL
 GF0696  ___________________________________________________________________
 GF0696* NAD 83(1997)-  36 21 46.99350(N)    092 35 55.20781(W)     ADJUSTED  
 GF0696* NAVD 88     -                                                        
 GF0696  ___________________________________________________________________
 GF0696  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GF0696  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0696
 GF0696  HORZ ORDER  -  THIRD
 GF0696
 GF0696.The horizontal coordinates were established by classical geodetic methods
 GF0696.and adjusted by the National Geodetic Survey in September 1999..
 GF0696.No horizontal observational check was made to the station.
 GF0696
 GF0696
 GF0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0696
 GF0696.The geoid height was determined by GEOID03.
 GF0696
 GF0696;                    North         East     Units Scale Factor Converg.
 GF0696;SPC AR N     -   225,353.906   346,269.119   MT  1.00002822   -0 20 54.1
 GF0696;SPC AR N     -   739,348.61  1,136,051.27   sFT  1.00002822   -0 20 54.1
 GF0696;UTM  15      - 4,024,292.408   536,004.595   MT  0.99961597   +0 14 16.6
 GF0696
 GF0696                          SUPERSEDED SURVEY CONTROL
 GF0696
 GF0696  NAD 83(1986)-  36 21 47.00730(N)    092 35 55.20963(W) AD(       ) 4
 GF0696  NAD 27      -  36 21 46.76600(N)    092 35 54.61800(W) AD(       ) 3
 GF0696
 GF0696.Superseded values are not recommended for survey control.
 GF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0696.See file dsdata.txt to determine how the superseded data were derived.
 GF0696
 GF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3600524292(NAD 83)
 GF0696_MARKER: 42 = RADIO/TV MAST
 GF0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0696+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 GF0696
 GF0696  HISTORY     - Date     Condition        Report By
 GF0696  HISTORY     - 1965     FIRST OBSERVED   CGS
 GF0696  HISTORY     - 20040831 GOOD             USPSQD
 GF0696
 GF0696                          STATION DESCRIPTION
 GF0696
 GF0696'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2710 ***********************************************************************
 FE2710  DESIGNATION -  BURDETTE
 FE2710  PID         -  FE2710
 FE2710  STATE/COUNTY-  AR/MISSISSIPPI
 FE2710  USGS QUAD   -  LUXORA (1972)
 FE2710
 FE2710                         *CURRENT SURVEY CONTROL
 FE2710  ___________________________________________________________________
 FE2710* NAD 83(1997)-  35 49 02.91109(N)    089 56 25.56464(W)     ADJUSTED  
 FE2710* NAVD 88     -        74.1    (meters)     243.     (feet)  GPS OBS   
 FE2710  ___________________________________________________________________
 FE2710  X           -       5,383.021 (meters)                     COMP
 FE2710  Y           -  -5,177,911.497 (meters)                     COMP
 FE2710  Z           -   3,711,815.262 (meters)                     COMP
 FE2710  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 FE2710  ELLIP HEIGHT-          46.30  (meters)          (09/14/99) GPS OBS
 FE2710  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2710
 FE2710  HORZ ORDER  -  SECOND
 FE2710  ELLP ORDER  -  FOURTH    CLASS I
 FE2710
 FE2710.The horizontal coordinates were established by classical geodetic methods
 FE2710.and adjusted by the National Geodetic Survey in September 1999..
 FE2710
 FE2710.The orthometric height was determined by GPS observations and a
 FE2710.high-resolution geoid model.
 FE2710
 FE2710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2710
 FE2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2710
 FE2710.The ellipsoidal height was determined by GPS observations
 FE2710.and is referenced to NAD 83.
 FE2710
 FE2710.The geoid height was determined by GEOID03.
 FE2710
 FE2710;                    North         East     Units Scale Factor Converg.
 FE2710;SPC AR N     -   166,600.514   586,101.019   MT  0.99994419   +1 11 54.5
 FE2710;SPC AR N     -   546,588.52  1,922,899.76   sFT  0.99994419   +1 11 54.5
 FE2710;SPC TN       -   171,831.482   244,013.551   MT  0.99994844   -2 18 24.8
 FE2710;SPC TN       -   563,750.45    800,567.79   sFT  0.99994844   -2 18 24.8
 FE2710;UTM  16      - 3,967,695.429   234,339.233   MT  1.00046975   -1 43 18.4
 FE2710;UTM  15      - 3,968,025.628   776,427.111   MT  1.00054169   +1 47 29.8
 FE2710
 FE2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2710!SPC AR N     -   0.99999273  x   0.99994419  =   0.99993692
 FE2710!SPC TN       -   0.99999273  x   0.99994844  =   0.99994117
 FE2710!UTM  16      -   0.99999273  x   1.00046975  =   1.00046248
 FE2710!UTM  15      -   0.99999273  x   1.00054169  =   1.00053442
 FE2710
 FE2710:                Primary Azimuth Mark                     Grid Az
 FE2710:SPC AR N     -  BURDETTE AZ MK                           080 56 06.8
 FE2710:SPC TN       -  BURDETTE AZ MK                           084 26 26.1
 FE2710:UTM  16      -  BURDETTE AZ MK                           083 51 19.7
 FE2710:UTM  15      -  BURDETTE AZ MK                           080 20 31.5
 FE2710
 FE2710|---------------------------------------------------------------------|
 FE2710| PID    Reference Object                     Distance      Geod. Az  |
 FE2710|                                                           dddmmss.s |
 FE2710| FE2844 BURDETTE AZ MK                                     0820801.3 |
 FE2710| FE2842 BURDETTE RM 1                        25.089 METERS 15659     |
 FE2710| FE2712 LUXORA MUNICIPAL TANK               APPROX. 6.7 KM 1711837.7 |
 FE2710| FE2843 BURDETTE RM 2                        30.700 METERS 27250     |
 FE2710| FF1893 DELL STEVENS COTTON GIN CO TK       APPROX.11.5 KM 2863004.9 |
 FE2710| FF1894 DELL COMPRESS CO WATER TANK         APPROX. 9.9 KM 2983412.6 |
 FE2710|---------------------------------------------------------------------|
 FE2710
 FE2710                          SUPERSEDED SURVEY CONTROL
 FE2710
 FE2710  NAD 83(1997)-  35 49 02.91187(N)    089 56 25.56454(W) AD(       ) 2
 FE2710  NAD 83(1997)-  35 49 02.92335(N)    089 56 25.56402(W) AD(       ) 2
 FE2710  NAD 83(1986)-  35 49 02.92350(N)    089 56 25.56361(W) AD(       ) 2
 FE2710  NAD 27      -  35 49 02.65290(N)    089 56 25.25050(W) AD(       ) 2
 FE2710  NGVD 29 (05/28/98)   74.1    (m)          243.     (f) GPS OBS        
 FE2710
 FE2710.Superseded values are not recommended for survey control.
 FE2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2710.See file dsdata.txt to determine how the superseded data were derived.
 FE2710
 FE2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3433967695(NAD 83)
 FE2710_MARKER: DS = TRIANGULATION STATION DISK
 FE2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2710_SP_SET: CONCRETE POST
 FE2710_STAMPING: BURDETTE 1954
 FE2710_MARK LOGO: CGS   
 FE2710_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2710+STABILITY: SURFACE MOTION
 FE2710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2710+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 FE2710
 FE2710  HISTORY     - Date     Condition        Report By
 FE2710  HISTORY     - 1954     MONUMENTED       CGS
 FE2710  HISTORY     - 1955     GOOD             CGS
 FE2710  HISTORY     - 1987     GOOD             USPSQD
 FE2710  HISTORY     - 19910312 GOOD             NGS
 FE2710
 FE2710                          STATION DESCRIPTION
 FE2710
 FE2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE2710'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF BLYTHEVILLE, 4-1/2
 FE2710'MILES NORTH OF LUXORA, IN THE VILLAGE OF BURDETTE, AND IN THE
 FE2710'SOUTHEAST 1/4 OF SEC. 20, R 10 E, T 13 N.  IT IS ABOUT 180 FEET
 FE2710'NORTHWEST OF THE NORTHEAST CORNER OF A BRICK BUILDING, 58 FEET
 FE2710'NORTHEAST OF THE CENTER OF A DRIVEWAY AND 81 FEET NORTHWEST OF A 4X4
 FE2710'INCH WHITE WITNESS POST.
 FE2710'
 FE2710'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LUXORA, GO NORTH ON
 FE2710'U.S. HIGHWAY 61 FOR 4.65 MILES TO A SERVICE STATION AND A GRAVELED
 FE2710'ROAD LEADING SOUTHWEST, TURN LEFT AND GO SOUTHWESTERLY ON THE
 FE2710'GRAVELED ROAD FOR 0.7 MILE TO A CROSSROADS AND THE AZIMUTH MARK ON
 FE2710'THE RIGHT, CONTINUE WEST FOR 0.25 MILE TO THE STATION ON THE LEFT.
 FE2710'
 FE2710'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FE2710'BURDETTE 1954.
 FE2710'
 FE2710'REFERENCE MARK 1 IS 13 FEET EAST OF A 14-INCH OAK TREE AND 2 FEET
 FE2710'EAST OF THE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 FE2710'IS STAMPED BURDETTE NO 1 1954.
 FE2710'
 FE2710'REFERENCE MARK 2 IS 17 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY.
 FE2710'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BURDETTE NO 2
 FE2710'1954.
 FE2710'
 FE2710'THE AZIMUTH MARK IS 52 FEET NORTHEAST OF THE CENTER OF THE
 FE2710'CROSSROADS, 6 FEET NORTH OF A 4X4 INCH WHITE WITNESS POST AND 5 FEET
 FE2710'NORTHEAST OF A POWERLINE POLE.  THE MARK IS FLUSH WITH THE GROUND AND
 FE2710'THE DISK IS STAMPED BURDETTE 1954.
 FE2710'
 FE2710'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FE2710
 FE2710                          STATION RECOVERY (1987)
 FE2710
 FE2710'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2710'RECOVERED IN GOOD CONDITION.
 FE2710
 FE2710                          STATION RECOVERY (1991)
 FE2710
 FE2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2710'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTH OF BLYTHEVILLE,
 FE2710'7.3 KM (4.55 MI) NORTH OF LUXORA AND IN THE VILLAGE OF BURDETTE.
 FE2710'OWNERSHIP--PAT SULLIVAN, BOX 119, BURDETTE, AR 72321, PHONE IS
 FE2710'501-763-7650.
 FE2710'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 FE2710'U.S. HIGHWAY 61 (EXIT 63) IN SOUTH BLYTHEVILLE. GO SOUTH ON U.S.
 FE2710'HIGHWAY 61 FOR 7.29 KM (4.50 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 FE2710'RIGHT AND GO WEST ON STATE HIGHWAY 148 FOR 1.55 KM (0.95 MI) TO THE
 FE2710'SULLIVAN SEED GROWERS COMPANY AND A GRAVELED DRIVEWAY BETWEEN TWO
 FE2710'LARGE BUILDING ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVELED
 FE2710'DRIVEWAY FOR 0.06 KM (0.05 MI) TO THE STATION ON THE RIGHT IN THE
 FE2710'LAWN.
 FE2710'THE STATION IS LOCATED 57.2 M (187.7 FT) SOUTH FROM THE CENTERLINE OF
 FE2710'STATE HIGHWAY 148, 30.7 M (100.7 FT) EAST FROM BURDETTE RM 2, 28.6 M
 FE2710'(93.8 FT) WEST FROM THE SOUTHWEST CORNER OF A LARGE METAL BUILDING,
 FE2710'26.4 M (86.6 FT) EAST FROM THE CENTER OF OLD MILL ROAD, 24.9 M
 FE2710'(81.7 FT) SOUTH FROM THE SOUTHWEST CORNER OF A LARGE WOODEN BUILDING,
 FE2710'21.9 M (71.9 FT) NORTH FROM THE CENTER OF OLD MILL ROAD, 18.0 M
 FE2710'(59.1 FT) WEST FROM A POLE WITH A ELECTRIC BOX AND 5.45 M (17.88 FT)
 FE2710'NORTH FROM THE CENTER OF A 2X2 FOOT CONCRETE COVER FOR A WATER METER.
 FE2710'THE STATION IS FLUSH WITH THE GROUND.
 FE2710'DESCRIBED BY E.J. HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2714 ***********************************************************************
 FE2714  DESIGNATION -  BURDETTE MUN TANK
 FE2714  PID         -  FE2714
 FE2714  STATE/COUNTY-  AR/MISSISSIPPI
 FE2714  USGS QUAD   -  LUXORA (1972)
 FE2714
 FE2714                         *CURRENT SURVEY CONTROL
 FE2714  ___________________________________________________________________
 FE2714* NAD 83(1997)-  35 48 59.79336(N)    089 56 26.37575(W)     ADJUSTED  
 FE2714* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 FE2714  ___________________________________________________________________
 FE2714  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 FE2714  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2714
 FE2714  HORZ ORDER  -  THIRD
 FE2714
 FE2714.The horizontal coordinates were established by classical geodetic methods
 FE2714.and adjusted by the National Geodetic Survey in September 1999..
 FE2714
 FE2714.The orthometric height was scaled from a topographic map.
 FE2714
 FE2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2714
 FE2714.The geoid height was determined by GEOID03.
 FE2714
 FE2714;                    North         East     Units Scale Factor Converg.
 FE2714;SPC AR N     -   166,504.023   586,082.673   MT  0.99994413   +1 11 54.0
 FE2714;SPC AR N     -   546,271.95  1,922,839.57   sFT  0.99994413   +1 11 54.0
 FE2714;UTM  16      - 3,967,599.948   234,315.983   MT  1.00046990   -1 43 18.7
 FE2714;UTM  15      - 3,967,928.895   776,409.754   MT  1.00054157   +1 47 29.2
 FE2714
 FE2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2714!SPC AR N     -   0.99999274  x   0.99994413  =   0.99993687
 FE2714!UTM  16      -   0.99999274  x   1.00046990  =   1.00046264
 FE2714!UTM  15      -   0.99999274  x   1.00054157  =   1.00053431
 FE2714
 FE2714                          SUPERSEDED SURVEY CONTROL
 FE2714
 FE2714  NAD 83(1997)-  35 48 59.79363(N)    089 56 26.37553(W) AD(       ) 4
 FE2714  NAD 83(1997)-  35 48 59.80350(N)    089 56 26.37434(W) AD(       ) 4
 FE2714  NAD 83(1986)-  35 48 59.80377(N)    089 56 26.37378(W) AD(       ) 4
 FE2714  NAD 27      -  35 48 59.53354(N)    089 56 26.06105(W) AD(       ) 3
 FE2714
 FE2714.Superseded values are not recommended for survey control.
 FE2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2714.See file dsdata.txt to determine how the superseded data were derived.
 FE2714
 FE2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3431667600(NAD 83)
 FE2714_MARKER: 53 = ELEVATED TANK
 FE2714
 FE2714  HISTORY     - Date     Condition        Report By
 FE2714  HISTORY     - 1977     FIRST OBSERVED   NGS
 FE2714  HISTORY     - 1979     GOOD             NGS
 FE2714
 FE2714                          STATION DESCRIPTION
 FE2714
 FE2714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2714'THE STATION IS APEX OF VENT, TOP CENTER, OF THE BURDETTE MUN
 FE2714'TANK WHICH IS IN THE SMALL COMMUNITY OF BURDETTE.  IT IS 0.1
 FE2714'MILE SOUTH OF STATE ROUTE 148 AND 0.7 MILE WEST OF U.S. HIGHWAY
 FE2714'61.  THE TANK HAS A CYLINDRICAL BODY, DOME SHAPED TOP,
 FE2714'HEMISPHERICAL BOTTOM AND IS SUPPORTED BY 4 TUBULAR STEEL LEGS.
 FE2714'IT IS WHITE IN COLOR, ABOUT 130 FEET HIGH AND HAS BURDETTE
 FE2714'PAINTED IN BLACK ON THE EAST AND WEST SIDES.
 FE2714
 FE2714                          STATION RECOVERY (1979)
 FE2714
 FE2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2714'THE STATION, BURDETTE MUNICIPAL TANK, IS APEX OF VENT TOP
 FE2714'CENTER.  IT IS A CYLINDRICAL BODY, DOME SHAPED TOP,
 FE2714'HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TUBULAR LEGS,
 FE2714'PAINTED WHITE WITH BLACK LETTERING (BURDETTE), WITH AN
 FE2714'OVERALL HEIGHT OF 44 METERS.
 FE2714'
 FE2714'THE STATION IS LOCATED IN THE TOWN OF BURDETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0948 ***********************************************************************
 FH0948  DESIGNATION -  BURGETT
 FH0948  PID         -  FH0948
 FH0948  STATE/COUNTY-  AR/CRAWFORD
 FH0948  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0948
 FH0948                         *CURRENT SURVEY CONTROL
 FH0948  ___________________________________________________________________
 FH0948* NAD 83(1997)-  35 30 53.13404(N)    094 10 25.25332(W)     ADJUSTED  
 FH0948* NAVD 88     -       271.2    (meters)     890.     (feet)  VERTCON   
 FH0948  ___________________________________________________________________
 FH0948  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 FH0948  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FH0948
 FH0948  HORZ ORDER  -  FIRST
 FH0948
 FH0948.The horizontal coordinates were established by classical geodetic methods
 FH0948.and adjusted by the National Geodetic Survey in September 1999..
 FH0948
 FH0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0948
 FH0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0948
 FH0948.The geoid height was determined by GEOID03.
 FH0948
 FH0948;                    North         East     Units Scale Factor Converg.
 FH0948;SPC AR N     -   133,245.258   202,847.788   MT  0.99993667   -1 15 53.5
 FH0948;SPC AR N     -   437,155.48    665,509.78   sFT  0.99993667   -1 15 53.5
 FH0948;UTM  15      - 3,930,763.646   393,572.223   MT  0.99973958   -0 40 54.7
 FH0948
 FH0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0948!SPC AR N     -   0.99996204  x   0.99993667  =   0.99989871
 FH0948!UTM  15      -   0.99996204  x   0.99973958  =   0.99970163
 FH0948
 FH0948:                Primary Azimuth Mark                     Grid Az
 FH0948:SPC AR N     -  LOCKE TOWER                              031 09 17.8
 FH0948:UTM  15      -  LOCKE TOWER                              030 34 19.0
 FH0948
 FH0948|---------------------------------------------------------------------|
 FH0948| PID    Reference Object                     Distance      Geod. Az  |
 FH0948|                                                           dddmmss.s |
 FH0948| FH0940 LOCKE TOWER                         APPROX.17.2 KM 0295324.3 |
 FH0948| FH0945 MULBERRY N MUN TANK                 APPROX.11.0 KM 0930525.5 |
 FH0948| FH0967 MULBERRY MUNICIPAL TANK             APPROX.10.9 KM 0984030.4 |
 FH0948| FG1904 CECIL W ARK TEL MICROWAVE           APPROX.23.0 KM 1111622.4 |
 FH0948| CI1305 BURGETT AZ MK                                      1993557.1 |
 FH0948| CI1306 BURGETT RM 1                         24.861 METERS 25501     |
 FH0948| FH0957 VAN BUREN TV STA KFSA MAST          APPROX.17.0 KM 2685407.1 |
 FH0948| CI1307 BURGETT RM 2                         31.943 METERS 32648     |
 FH0948|---------------------------------------------------------------------|
 FH0948
 FH0948                          SUPERSEDED SURVEY CONTROL
 FH0948
 FH0948  NAD 83(1997)-  35 30 53.14279(N)    094 10 25.25120(W) AD(       ) 1
 FH0948  NAD 83(1986)-  35 30 53.14129(N)    094 10 25.24635(W) AD(       ) 1
 FH0948  NAD 27      -  35 30 52.83000(N)    094 10 24.50400(W) AD(       ) 1
 FH0948  NGVD 29 (07/19/86)  271.1    (m)          889.     (f) VERT ANG       
 FH0948
 FH0948.Superseded values are not recommended for survey control.
 FH0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0948.See file dsdata.txt to determine how the superseded data were derived.
 FH0948
 FH0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9357230764(NAD 83)
 FH0948_MARKER: DS = TRIANGULATION STATION DISK
 FH0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0948
 FH0948  HISTORY     - Date     Condition        Report By
 FH0948  HISTORY     - 1935     MONUMENTED       CGS
 FH0948  HISTORY     - 1936     GOOD             ARGS
 FH0948  HISTORY     - 1940     GOOD             CGS
 FH0948  HISTORY     - 1959     GOOD             CGS
 FH0948  HISTORY     - 1971     SEE DESCRIPTION  NGS
 FH0948
 FH0948                          STATION DESCRIPTION
 FH0948
 FH0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0948'STATION IS ABOUT 3-1/2 MILES NE OF ALMA, IN THE NE 1/4 SEC. 27,
 FH0948'T 10 N, R 30 W, ON LAND OWNED AND OCCUPIED BY MRS. ADDIE BURGETT.
 FH0948'THE MARK IS SET IN THE N-S FENCE LINE, 30 FEET N OF FENCE CORNER,
 FH0948'34 FEET S OF FENCE CORNER, 67 FEET NE OF THE NE CORNER OF LOG
 FH0948'HOUSE.  MARK PROJECTS 6 INCHES.
 FH0948'
 FH0948'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH0948'BRONZE DISKS SET IN CONCRETE.
 FH0948'
 FH0948'REFERENCE MARK NO. 1 IS WSW OF THE STATION, AT THE SE FENCE
 FH0948'CORNER OF OLD GARDEN PLOT, 21 FEET N OF THE NW CORNER OF THE HOUSE,
 FH0948'63 FEET S OF FENCE CORNER.  MARK PROJECTS 8 INCHES.
 FH0948'
 FH0948'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT E OF THE FENCE
 FH0948'LINE, 45 FEET N OF FENCE CORNER, 15 FEET WSW OF THE SW CORNER OF
 FH0948'OLD BARN.  MARK IS IN OLD BARN LOT AND PROJECTS 6 INCHES.
 FH0948'
 FH0948'AZIMUTH MARK IS SSW OF THE STATION, 1 FOOT S OF THE FENCE LINE ON
 FH0948'THE N SIDE OF THE ROAD, 20 FEET N OF THE CENTER LINE OF THE ROAD
 FH0948'AND PROJECTS 4 INCHES.
 FH0948'
 FH0948'REACHED FROM ALMA ON U.S. HIGHWAYS 64 AND 71, GO E ON U.S.
 FH0948'HIGHWAY 64, 0.3 MILE FROM INTERSECTION OF U.S. HIGHWAYS 71 AND 64
 FH0948'TO E END OF BRIDGE, THENCE LEFT ON DIRT ROAD FOR 3.7 MILES,
 FH0948'FOLLOWING MAIN-TRAVELED ROAD, TO CROSSROADS AT SCHOOLHOUSE AND
 FH0948'CHURCH, CONTINUE E 0.25 MILE, THENCE N 0.5 MILE, THENCE E 0.15
 FH0948'MILE TO GATE ON N, WHICH LEADS TO BURGETT HOUSE, ABOUT 200
 FH0948'YARDS, FROM HOUSE FOLLOW FARM ROAD E 300 YARDS TO OLD LOG HOUSE
 FH0948'ON HIGHEST POINT OF HILL AND STATION ON E SIDE.
 FH0948'
 FH0948'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 FH0948
 FH0948                          STATION RECOVERY (1936)
 FH0948
 FH0948'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1936
 FH0948'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 FH0948
 FH0948                          STATION RECOVERY (1940)
 FH0948
 FH0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0948'STATION IS ABOUT 3.5 MILES NE OF ALMA AND ABOUT 7.0 MILES W OF
 FH0948'MULBERRY ON THE HIGHEST LAND IN THE IMMEDIATE VICINITY, ON LAND
 FH0948'OWNED BY MRS. A. BURGETT.
 FH0948'
 FH0948'STATION MARK IS STAMPED BURGETT 1935 AND PROJECTS ABOUT 7 INCHES.
 FH0948'IT IS 1.0 FOOT W OF FENCE, 66.5 FEET NE OF THE NE CORNER OF HOUSE
 FH0948'AND 30.0 FEET S OF FENCE CORNER.
 FH0948'
 FH0948'ALL MARKS RECOVERED IN GOOD CONDITION AND NO NEW MARKS WERE
 FH0948'ESTABLISHED.  DISTANCES AND DIRECTIONS ARE 1940 MEASUREMENTS.  NO
 FH0948'DISTURBANCE OF MARKS WAS NOTICED.  1940 DISTANCES TO REFERENCE
 FH0948'MARKS WERE CHECKED AND ARE CORRECT.
 FH0948'
 FH0948'AZIMUTH MARK, STAMPED BURGETT 1935 PROJECTS ABOUT 6 INCHES ABOVE
 FH0948'THE GROUND.  IT IS 20.5 FEET N OF THE CENTER LINE OF A DIRT ROAD
 FH0948'1.0 FOOT S OF FENCE, AND 3.5 FEET W OF A WHITE REFERENCE POST.
 FH0948'
 FH0948'AZIMUTH MARK IS REACHED FROM STATION BY GOING 0.1 MILE E TO ROAD,
 FH0948'THENCE RIGHT (S AND E) 0.2 MILE TO AZIMUTH MARK ON THE N SIDE OF
 FH0948'ROAD.
 FH0948'
 FH0948'REFERENCE MARK NO. 1, STAMPED BURGETT NO. 1 1935 PROJECTS ABOUT 8
 FH0948'INCHES ABOVE THE GROUND AT THE SAME ELEVATION AS THE STATION.
 FH0948'IT IS 2.0 FEET E OF FENCE CORNER AND 21.7 FEET N OF THE NW CORNER
 FH0948'OF HOUSE.
 FH0948'
 FH0948'REFERENCE MARK NO. 2, STAMPED BURGETT NO. 2 1935 PROJECTS ABOUT 8
 FH0948'INCHES ABOVE THE GROUND AT THE SAME ELEVATION AS THE STATION.
 FH0948'IT IS 11.5 FEET E OF FENCE, 50.0 FEET N OF FENCE CORNER, AND 40.0
 FH0948'FEET ESE OF THE SE CORNER OF CHICKEN HOUSE.
 FH0948
 FH0948                          STATION RECOVERY (1959)
 FH0948
 FH0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0948'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 FH0948'AZIMUTH MARK IS NORTHEAST ACROSS THE ROAD FROM A HOUSE AND IS
 FH0948'ABOUT 55 FEET EAST OF A MAILBOX.
 FH0948'
 FH0948'TO REACH THE STATION FROM ALMA, FROM THE JUNCTION OF U.S. HIGHWAYS
 FH0948'64 AND 71 IN THE NORTH EDGE OF TOWN, GO EAST ON U.S. 64 FOR 0.35
 FH0948'MILE TO CROSSROADS, TURN LEFT AND GO NORTH, EAST AND NORTH FOR
 FH0948'2.25 MILES TO CROSSROADS, TURN RIGHT AND GO EAST FOR 1.05 MILES
 FH0948'TO CROSSROADS AT THE MOUNTAIN GROVE CHURCH ON THE LEFT, CONTINUE
 FH0948'EAST, NORTH AND EAST FOR 1.15 MILES TO A HOUSE ON RIGHT AND
 FH0948'AZIMUTH MARK ON LEFT, CONTINUE EAST AND NORTH FOR 0.2 MILE TO A
 FH0948'WIRE GATE ON THE LEFT, TURN LEFT THROUGHT GATE AND GO WEST FOR
 FH0948'0.1 MILE TO A LOG HOUSE AND STATION AS DESCRIBED IN 1940.
 FH0948
 FH0948                          STATION RECOVERY (1971)
 FH0948
 FH0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FH0948'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 FH0948'AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND.  THE SURFACE
 FH0948'STATION MARK APPEARED TO HAVE BEEN HIT BY FARM MACHINERY AND WAS
 FH0948'LOOSE.  A NEW SURFACE MARK WAS SET, HOLDING THE EXACT POSITION OF
 FH0948'THE UNDERGROUND MARK.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 FH0948'MARKS CHECKED THE OLD DATA.  FOLLOWING IS A NEW DESCRIPTION.
 FH0948'
 FH0948'THE STATION IS ABOUT 7 MILES WEST AND 1/2 MILE NORTH OF MULBERRY, 3
 FH0948'MILES EAST AND 2-1/2 MILES NORTH OF ALMA, NEAR THE CENTER OF SECTION
 FH0948'27, T. 10 N., R. 30 W., AND ON PROPERTY OF I. C. BLEVINS.
 FH0948'
 FH0948'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND U. S.
 FH0948'HIGHWAY 71 IN THE NORTH EDGE OF ALMA, GO NORTHEAST ON U. S. HIGHWAY
 FH0948'64 FOR 0.3 MILE TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTHERLY ON
 FH0948'PAVED ROAD FOR 0.35 MILE TO WHERE THE ROAD CROSSES OVER
 FH0948'INTERSTATE HIGHWAY 40.  CONTINUE NORTHERLY ON PAVED ROAD FOR 1.8
 FH0948'MILES TO WHERE THE PAVED ROAD TURNS RIGHT AND A GRAVELED ROAD
 FH0948'CONTINUES AHEAD.  TURN RIGHT AND GO EAST ON PAVED ROAD FOR 1.0 MILE
 FH0948'TO A CROSSROAD AND A CHURCH ON THE LEFT.  CONTINUE EAST AND
 FH0948'NORTH ON PAVED ROAD FOR 0.7 MILE TO WHERE THE ROAD TURNS RIGHT
 FH0948'AND THE PAVEMENT ENDS.  TURN RIGHT AND GO EAST AND NORTH ON GRAVELED
 FH0948'ROAD FOR 0.8 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASSING
 FH0948'THROUGH GATE AND GO WEST ON TRACK ROAD FOR 0.05 MILE TO A DIM
 FH0948'FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST FOR ABOUT 100
 FH0948'YARDS TO THE STATION BETWEEN TWO FENCES.
 FH0948'
 FH0948'STATION MARK IS A STANDARD DISK, STAMPED BURGETT 1935 1971, SET IN
 FH0948'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FH0948'WITH THE GROUND SURFACE.  IT IS 66.7 FEET NORTHEAST OF THE
 FH0948'NORTHEAST CORNER OF AN OLD LOG HOUSE, 53.2 FEET WEST OF A FENCE,
 FH0948'3.3 FEET EAST-SOUTHEAST OF A WITNESS POST AND 3.4 FEET EAST OF
 FH0948'A FENCE.
 FH0948'
 FH0948'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURGETT NO 1 1935, SET
 FH0948'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 14
 FH0948'INCHES ABOVE THE GROUND.  IT IS 79.0 FEET WEST-SOUTHWEST OF THE
 FH0948'WITNESS POST, 72.0 FEET WEST OF A FENCE, 15.0 FEET NORTHWEST OF
 FH0948'THE NORTHWEST CORNER OF THE LOG HOUSE AND ABOUT 1 FOOT HIGHER THAN
 FH0948'THE STATION.
 FH0948'
 FH0948'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURGETT NO 2 1935, SET
 FH0948'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 7
 FH0948'INCHES ABOVE THE GROUND.  IT IS 102.0 FEET NORTHWEST OF THE WITNESS
 FH0948'POST, 47.0 FEET NORTH OF A FENCE CORNER POST AND ABOUT 2 FEET
 FH0948'LOWER THAN THE STATION.  NOTE--THERE WAS NO SUITABLE LOCATION FOR
 FH0948'AN AZIMUTH MARK.
 FH0948'
 FH0948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST AND
 FH0948'2-1/2 MILES NORTH OF ALMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0793 ***********************************************************************
 GF0793  DESIGNATION -  BURL
 GF0793  PID         -  GF0793
 GF0793  STATE/COUNTY-  AR/BOONE
 GF0793  USGS QUAD   -  BATAVIA (1967)
 GF0793
 GF0793                         *CURRENT SURVEY CONTROL
 GF0793  ___________________________________________________________________
 GF0793* NAD 83(1997)-  36 21 12.67909(N)    093 12 52.50362(W)     ADJUSTED  
 GF0793* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 GF0793  ___________________________________________________________________
 GF0793  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GF0793  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GF0793
 GF0793  HORZ ORDER  -  THIRD
 GF0793
 GF0793.The horizontal coordinates were established by classical geodetic methods
 GF0793.and adjusted by the National Geodetic Survey in September 1999..
 GF0793
 GF0793.The orthometric height was scaled from a topographic map.
 GF0793
 GF0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0793
 GF0793.The geoid height was determined by GEOID03.
 GF0793
 GF0793;                    North         East     Units Scale Factor Converg.
 GF0793;SPC AR N     -   224,805.246   290,979.385   MT  1.00002597   -0 42 24.4
 GF0793;SPC AR N     -   737,548.54    954,654.87   sFT  1.00002597   -0 42 24.4
 GF0793;UTM  15      - 4,023,181.738   480,746.696   MT  0.99960457   -0 07 37.9
 GF0793
 GF0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0793!SPC AR N     -   0.99993930  x   1.00002597  =   0.99996527
 GF0793!UTM  15      -   0.99993930  x   0.99960457  =   0.99954389
 GF0793
 GF0793|---------------------------------------------------------------------|
 GF0793| PID    Reference Object                     Distance      Geod. Az  |
 GF0793|                                                           dddmmss.s |
 GF0793| CI1314 BURL RM 2                            26.813 METERS 07741     |
 GF0793| CI1311 BURL AZ MK                                         1465949.7 |
 GF0793| CI1312 BURL AZ MK 2                                       1481153.7 |
 GF0793| CI1313 BURL RM 1                            55.544 METERS 34242     |
 GF0793|---------------------------------------------------------------------|
 GF0793
 GF0793                          SUPERSEDED SURVEY CONTROL
 GF0793
 GF0793  NAD 83(1997)-  36 21 12.68546(N)    093 12 52.50611(W) AD(       ) 3
 GF0793  NAD 83(1986)-  36 21 12.68906(N)    093 12 52.49660(W) AD(       ) 3
 GF0793  NAD 27      -  36 21 12.44240(N)    093 12 51.84930(W) AD(       ) 3
 GF0793
 GF0793.Superseded values are not recommended for survey control.
 GF0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0793.See file dsdata.txt to determine how the superseded data were derived.
 GF0793
 GF0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8074723182(NAD 83)
 GF0793_MARKER: DS = TRIANGULATION STATION DISK
 GF0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0793
 GF0793  HISTORY     - Date     Condition        Report By
 GF0793  HISTORY     - 1961     MONUMENTED       CGS
 GF0793  HISTORY     - 1972     GOOD             NGS
 GF0793  HISTORY     - 1979     GOOD             LOCENG
 GF0793
 GF0793                          STATION DESCRIPTION
 GF0793
 GF0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0793'ABOUT 7 MILES SOUTHWEST OF OMAHA, IN THE SOUTHWEST 1/4 OF SECTION
 GF0793'31, T 20 N, R 20 W. AND ON THE HIGHWAY RIGHT-OF-WAY.  IT IS
 GF0793'2 FEET EAST OF A WIRE FENCE, 3 FEET SOUTHEAST OF A WITNESS POST,
 GF0793'44 FEET WEST OF THE CENTERLINE OF HIGHWAY 65, 65 FEET NORTHWEST
 GF0793'OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 134.5 FEET
 GF0793'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.  THE MONUMENT IS
 GF0793'FLUSH AND THE DISK IS STAMPED BURL 1961.
 GF0793'
 GF0793'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 65 ABOUT
 GF0793'6-1/2 MILES EAST OF ALPENA, GO NORTHWESTERLY ON HIGHWAY 65 FOR 4.7
 GF0793'MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT
 GF0793'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE NORTHWEST
 GF0793'ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE LEFT.
 GF0793'
 GF0793'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 GF0793'IN A DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT PROJECTING
 GF0793'15 INCHES.  IT IS 8 FEET SOUTH OF A POWER POLE, 15 FEET EAST OF A
 GF0793'WIRE FENCE AND 23 FEET WEST OF THE CENTERLINE OF HIGHWAY 65.
 GF0793'THE DISK IS STAMPED BURL NO 1 1961.
 GF0793'
 GF0793'REFERENCE MARK 2 IS 7 FEET WEST OF A POWER POLE, 42 FEET EAST OF
 GF0793'THE CENTERLINE OF HIGHWAY 65 AND 76 FEET SOUTHWEST OF THE
 GF0793'SOUTHWEST CORNER OF A HOUSE.  THE MONUMENT IS FLUSH AND THE DISK
 GF0793'IS STAMPED BURL NO 2 1961.
 GF0793'
 GF0793'THE AZIMUTH MARK IS 2 FEET WEST OF A WIRE FENCE, 3 FEET NORTHWEST
 GF0793'OF A WITNESS POST, 31 FEET SOUTH OF A FENCE CORNER, 33 FEET
 GF0793'EAST OF THE CENTERLINE OF HIGHWAY 65 AND 65 FEET SOUTHEAST
 GF0793'OF THE INTERSECTION OF A T-ROAD.  THE MONUMENT PROJECTS
 GF0793'8 INCHES AND THE DISK IS STAMPED BURL 1961.
 GF0793'
 GF0793'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0793
 GF0793                          STATION RECOVERY (1972)
 GF0793
 GF0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0793'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 GF0793'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED SOLID IN THE
 GF0793'GROUND, BUT ITS WEST SIDE WAS EXPOSED DUE TO GRADING OF THE ROAD
 GF0793'DITCH AND SHOULDER.  A NEW AZIMUTH MARK WAS ESTABLISHED AND
 GF0793'THE OLD AZIMUTH MARK DISK WAS RECLAIMED AFTER OBSERVATION WERE
 GF0793'MADE.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 GF0793'VERIFIED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 GF0793'
 GF0793'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF OMAHA,
 GF0793'IN THE SOUTHWEST QUARTER OF SECTION 31, T 20 N, R 20 W, AND ON
 GF0793'THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 65.
 GF0793'
 GF0793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 65
 GF0793'ABOUT 6.5 MILES EAST OF ALPENA, GO NORTHWESTERLY ON HIGHWAY
 GF0793'65 FOR 4.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AND A FARM
 GF0793'HOUSE ON THE LEFT.  CONTINUE NORTHERLY ON HIGHWAY 65 FOR 0.3
 GF0793'MILE TO THE STATION ON THE LEFT ON THE TOP OF ROAD CUT BANK.
 GF0793'
 GF0793'THE STATION MARK IS A STANDARD DISK STAMPED BURL 1961, SET
 GF0793'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GF0793'1 INCH ABOVE THE GROUND SURFACE.  IT IS 193 FEET SOUTH-SOUTHEAST
 GF0793'OF A POWER POLE WITH TRANSFORMER, 48 FEET NORTH-NORTHWEST OF A
 GF0793'CORNER FENCE POST, 44 FEET WEST-SOUTHWEST OF THE CENTER OF
 GF0793'HIGHWAY 65, 4 FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND 3.5
 GF0793'FEET EAST-NORTHEAST OF A FENCE.
 GF0793'
 GF0793'THE UNDERGROUND MARK WAS NOT INSPECTED.
 GF0793'
 GF0793'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURL NO 1 1961,
 GF0793'CEMENTED IN A DRILL HOLE IN A CONCRETE CULVERT HEADWALL UNDER
 GF0793'HIGHWAY 65.  IT IS 15 FEET EAST-NORTHEAST OF THE FENCE, 11 FEET
 GF0793'SOUTH OF THE POWER POLE AND 1 FOOT NORTH OF THE SOUTH END OF THE
 GF0793'CULVERT HEADWALL.
 GF0793'
 GF0793'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURL NO 2 1961,
 GF0793'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 GF0793'IS FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET SOUTH OF THE
 GF0793'SOUTHWEST CORNER OF A FRAME HOUSE, 42 FEET EAST-NORTHEAST OF
 GF0793'THE CENTER OF HIGHWAY 65 AND 7.5 FEET WEST OF A POWER POLE.
 GF0793'
 GF0793'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURL 1961 1972,
 GF0793'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 GF0793'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 29 FEET
 GF0793'EAST-NORTHEAST OF THE CENTER OF HIGHWAY 65, 12 FEET
 GF0793'SOUTH-SOUTHEAST OF A CORNER FENCE POST, 4.5 FEET NORTH-NORTHWEST
 GF0793'OF A METAL WITNESS POST, 2.5 FEET NORTHEAST OF A POWER POLE
 GF0793'AND 1 FOOT WEST-SOUTHWEST OF A FENCE.
 GF0793
 GF0793                          STATION RECOVERY (1979)
 GF0793
 GF0793'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (RBR)
 GF0793'BURL 1961 RECOVERED IN GOOD CONDITION.
 GF0793'
 GF0793'RM 1 1961 RECOVERED IN GOOD CONDITION.
 GF0793'
 GF0793'RM 2 1961 RECOVERED IN GOOD CONDITION.
 GF0793'
 GF0793'AZ MK 1961-1972 RECOVERED IN GOOD CONDITION.
 GF0793'
 GF0793'NO FENCE OR CORNER POST IN AREA OF AZ. MK. A HOUSE WAS BUILT ON
 GF0793'THIS PROPERTY IN 1973.  IT IS OWNED AND OCCUPIED BY MR. TOM
 GF0793'PEMBERTON.  METAL WITNESS POST AND POWER POLE ARE STILL AS
 GF0793'DESCRIBED NEAR AZ. MK.
 GF0793'
 GF0793'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES SOUTHWEST OF
 GF0793'OMAHA ON THE RIGHT-OF-WAY OF U. S. HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0799 ***********************************************************************
 GF0799  DESIGNATION -  BURLINGTON
 GF0799  PID         -  GF0799
 GF0799  STATE/COUNTY-  AR/BOONE
 GF0799  USGS QUAD   -  OMAHA (1967)
 GF0799
 GF0799                         *CURRENT SURVEY CONTROL
 GF0799  ___________________________________________________________________
 GF0799* NAD 83(1997)-  36 25 45.07164(N)    093 14 23.10378(W)     ADJUSTED  
 GF0799* NAVD 88     -       499.81   (+/-2cm)    1639.8    (feet)  VERTCON   
 GF0799  ___________________________________________________________________
 GF0799  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GF0799  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0799
 GF0799  HORZ ORDER  -  SECOND
 GF0799  VERT ORDER  -  THIRD ? (See Below)
 GF0799
 GF0799.The horizontal coordinates were established by classical geodetic methods
 GF0799.and adjusted by the National Geodetic Survey in September 1999..
 GF0799
 GF0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0799.The vertical order pertains to the NGVD 29 superseded value.
 GF0799
 GF0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0799
 GF0799.The geoid height was determined by GEOID03.
 GF0799
 GF0799;                    North         East     Units Scale Factor Converg.
 GF0799;SPC AR N     -   233,229.247   288,826.267   MT  1.00004459   -0 43 17.1
 GF0799;SPC AR N     -   765,186.29    947,590.84   sFT  1.00004459   -0 43 17.1
 GF0799;SPC MO C     -    66,366.614   433,668.466   MT  0.99998752   -0 26 21.5
 GF0799;UTM  15      - 4,031,579.927   478,509.478   MT  0.99960569   -0 08 32.5
 GF0799
 GF0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0799!SPC AR N     -   0.99992602  x   1.00004459  =   0.99997061
 GF0799!SPC MO C     -   0.99992602  x   0.99998752  =   0.99991354
 GF0799!UTM  15      -   0.99992602  x   0.99960569  =   0.99953174
 GF0799
 GF0799                          SUPERSEDED SURVEY CONTROL
 GF0799
 GF0799  NAD 83(1997)-  36 25 45.07386(N)    093 14 23.10374(W) AD(       ) 2
 GF0799  NAD 83(1986)-  36 25 45.08276(N)    093 14 23.09646(W) AD(       ) 2
 GF0799  NAD 27      -  36 25 44.84160(N)    093 14 22.44650(W) AD(       ) 2
 GF0799  NGVD 29 (07/19/86)  499.67   (m)         1639.3    (f) LEVELING    3  
 GF0799
 GF0799.Superseded values are not recommended for survey control.
 GF0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0799.See file dsdata.txt to determine how the superseded data were derived.
 GF0799
 GF0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7850931580(NAD 83)
 GF0799_MARKER: DD = SURVEY DISK
 GF0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0799+STABILITY: SURFACE MOTION
 GF0799
 GF0799  HISTORY     - Date     Condition        Report By
 GF0799  HISTORY     - 1961     MONUMENTED       USE
 GF0799
 GF0799                          STATION DESCRIPTION
 GF0799
 GF0799'DESCRIBED BY US ENGINEERS 1961 (BRB)
 GF0799'ABOUT 3-3/4 MILES SOUTHWEST OF OMAHA, IN THE SOUTHWEST 1/4 OF
 GF0799'SEC. 32 T. 21 N., R. 21 W., AND ON GOVERNMENT OWNED PROPERTY.
 GF0799'IT IS A STANDARD U.S. ENGINEER DEPARTMENT DISK STAMPED STA NO.
 GF0799'BURLINGTON 1942 SET IN THE TOP OF A CONCRETE POST THAT IS 6
 GF0799'INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 24 FEET
 GF0799'SOUTHWEST OF THE NORTHWEST LEG OF A LOOKOUT TOWER AND 24 FEET
 GF0799'SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 GF0799'
 GF0799'TO REACH FROM THE POST OFFICE IN OMAHA, GO SOUTHWESTERLY
 GF0799'ON U.S. HIGHWAY 65 FOR 4.1 MILES TO A SIDE ROAD RIGHT.  TURN
 GF0799'RIGHT AND GO NORTH FOR 2.05 MILES TO THE LOOKOUT TOWER AND
 GF0799'THE MARK ON THE RIGHT.
 GF0799'
 GF0799'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GF0799'BURLINGTON RM 4, THE DISTANCE BEING 156.118 FEET AND 47.5848 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0798 ***********************************************************************
 GF0798  DESIGNATION -  BURLINGTON LOOKOUT TOWER 3
 GF0798  PID         -  GF0798
 GF0798  STATE/COUNTY-  AR/BOONE
 GF0798  USGS QUAD   -  OMAHA (1967)
 GF0798
 GF0798                         *CURRENT SURVEY CONTROL
 GF0798  ___________________________________________________________________
 GF0798* NAD 83(1997)-  36 25 45.03859(N)    093 14 22.72488(W)     ADJUSTED  
 GF0798* NAVD 88     -                                                        
 GF0798  ___________________________________________________________________
 GF0798  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GF0798  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0798
 GF0798  HORZ ORDER  -  THIRD
 GF0798
 GF0798.The horizontal coordinates were established by classical geodetic methods
 GF0798.and adjusted by the National Geodetic Survey in September 1999..
 GF0798
 GF0798
 GF0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0798
 GF0798.The geoid height was determined by GEOID03.
 GF0798
 GF0798;                    North         East     Units Scale Factor Converg.
 GF0798;SPC AR N     -   233,228.110   288,835.692   MT  1.00004459   -0 43 16.9
 GF0798;SPC AR N     -   765,182.56    947,621.77   sFT  1.00004459   -0 43 16.9
 GF0798;SPC MO C     -    66,365.523   433,677.896   MT  0.99998751   -0 26 21.3
 GF0798;UTM  15      - 4,031,578.885   478,518.910   MT  0.99960569   -0 08 32.3
 GF0798
 GF0798                          SUPERSEDED SURVEY CONTROL
 GF0798
 GF0798  NAD 83(1997)-  36 25 45.04078(N)    093 14 22.72484(W) AD(       ) 4
 GF0798  NAD 83(1986)-  36 25 45.04976(N)    093 14 22.71756(W) AD(       ) 4
 GF0798  NAD 27      -  36 25 44.80900(N)    093 14 22.06800(W) AD(       ) 3
 GF0798
 GF0798.Superseded values are not recommended for survey control.
 GF0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0798.See file dsdata.txt to determine how the superseded data were derived.
 GF0798
 GF0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7851931579(NAD 83)
 GF0798_MARKER: 57 = LOOKOUT TOWER
 GF0798
 GF0798  HISTORY     - Date     Condition        Report By
 GF0798  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0798  HISTORY     - 1965     GOOD             CGS
 GF0798
 GF0798                          STATION DESCRIPTION
 GF0798
 GF0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0798'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER
 GF0798'LOCATED ABOUT 3-3/4 MILES SOUTHWEST OF OMAHA, IN THE SOUTHWEST
 GF0798'1/4 OF SECTION 32, T 21 N, R 21 W.  IT IS A FOUR LEGGED STEEL
 GF0798'STRUCTURE WITH A GREY METAL OBSERVATION ROOM AT ITS TOP.
 GF0798'THE OVERALL HEIGHT IS ABOUT 110 FEET.  A TRAVERSE CONNECTION
 GF0798'WAS MADE FROM TRIANGULATION STATION BURLINGTON THE DISTANCE
 GF0798'BEING 103.69 FEET AND 31.601 METERS.
 GF0798'
 GF0798'TO REACH FROM THE POST OFFICE IN OMAHA, GO SOUTHWESTERLY ON U.S.
 GF0798'HIGHWAY 65 FOR 4.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 GF0798'NORTH ON A GRAVELED ROAD FOR 2.05 MILES TO THE LOOKOUT TOWER ON
 GF0798'THE LEFT.
 GF0798
 GF0798                          STATION RECOVERY (1965)
 GF0798
 GF0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWR)
 GF0798'THE STATION WAS OBSERVED FROM STATION KENNEDY, 1954 BUT WAS
 GF0798'NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0801 ***********************************************************************
 GF0801  DESIGNATION -  BURLINGTON LOOKOUT TOWER 2
 GF0801  PID         -  GF0801
 GF0801  STATE/COUNTY-  AR/BOONE
 GF0801  USGS QUAD   -  OMAHA (1967)
 GF0801
 GF0801                         *CURRENT SURVEY CONTROL
 GF0801  ___________________________________________________________________
 GF0801* NAD 83(1997)-  36 25 45.04182(N)    093 14 23.05008(W)     ADJUSTED  
 GF0801* NAVD 88     -                                                        
 GF0801  ___________________________________________________________________
 GF0801  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GF0801  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0801
 GF0801  HORZ ORDER  -  THIRD
 GF0801
 GF0801.The horizontal coordinates were established by classical geodetic methods
 GF0801.and adjusted by the National Geodetic Survey in September 1999..
 GF0801
 GF0801
 GF0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0801
 GF0801.The geoid height was determined by GEOID03.
 GF0801
 GF0801;                    North         East     Units Scale Factor Converg.
 GF0801;SPC AR N     -   233,228.311   288,827.593   MT  1.00004459   -0 43 17.0
 GF0801;SPC AR N     -   765,183.22    947,595.19   sFT  1.00004459   -0 43 17.0
 GF0801;SPC MO C     -    66,365.684   433,669.796   MT  0.99998752   -0 26 21.5
 GF0801;UTM  15      - 4,031,579.005   478,510.813   MT  0.99960569   -0 08 32.5
 GF0801
 GF0801                          SUPERSEDED SURVEY CONTROL
 GF0801
 GF0801  NAD 83(1997)-  36 25 45.04401(N)    093 14 23.05003(W) AD(       ) 4
 GF0801  NAD 83(1986)-  36 25 45.05283(N)    093 14 23.04280(W) AD(       ) 4
 GF0801  NAD 27      -  36 25 44.81200(N)    093 14 22.39200(W) AD(       ) 3
 GF0801
 GF0801.Superseded values are not recommended for survey control.
 GF0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0801.See file dsdata.txt to determine how the superseded data were derived.
 GF0801
 GF0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7851131579(NAD 83)
 GF0801_MARKER: 57 = LOOKOUT TOWER
 GF0801
 GF0801  HISTORY     - Date     Condition        Report By
 GF0801  HISTORY     - 1940     FIRST OBSERVED   CGS
 GF0801  HISTORY     - 1961     GOOD             CGS
 GF0801
 GF0801                          STATION DESCRIPTION
 GF0801
 GF0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0801'THE LOOKOUT TOWER HAS BEEN TORN DOWN AND A NEW ONE BUILT
 GF0801'NEAR BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0802 ***********************************************************************
 GF0802  DESIGNATION -  BURLINGTON RESET
 GF0802  PID         -  GF0802
 GF0802  STATE/COUNTY-  AR/BOONE
 GF0802  USGS QUAD   -  OMAHA (1967)
 GF0802
 GF0802                         *CURRENT SURVEY CONTROL
 GF0802  ___________________________________________________________________
 GF0802* NAD 83(1997)-  36 25 44.95871(N)    093 14 21.45984(W)     ADJUSTED  
 GF0802* NAVD 88     -       500.5    (meters)    1642.     (feet)  VERTCON   
 GF0802  ___________________________________________________________________
 GF0802  X           -    -290,342.852 (meters)                     COMP
 GF0802  Y           -  -5,130,034.484 (meters)                     COMP
 GF0802  Z           -   3,766,892.547 (meters)                     COMP
 GF0802  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GF0802  ELLIP HEIGHT-         472.18  (meters)          (09/14/99) GPS OBS
 GF0802  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0802
 GF0802  HORZ ORDER  -  FIRST
 GF0802  ELLP ORDER  -  FOURTH    CLASS I
 GF0802
 GF0802.The horizontal coordinates were established by classical geodetic methods
 GF0802.and adjusted by the National Geodetic Survey in September 1999..
 GF0802
 GF0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0802
 GF0802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0802
 GF0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0802
 GF0802.The ellipsoidal height was determined by GPS observations
 GF0802.and is referenced to NAD 83.
 GF0802
 GF0802.The geoid height was determined by GEOID03.
 GF0802
 GF0802;                    North         East     Units Scale Factor Converg.
 GF0802;SPC AR N     -   233,225.251   288,867.171   MT  1.00004458   -0 43 16.1
 GF0802;SPC AR N     -   765,173.18    947,725.04   sFT  1.00004458   -0 43 16.1
 GF0802;SPC MO C     -    66,362.819   433,709.386   MT  0.99998746   -0 26 20.5
 GF0802;UTM  15      - 4,031,576.346   478,550.402   MT  0.99960567   -0 08 31.6
 GF0802
 GF0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0802!SPC AR N     -   0.99992590  x   1.00004458  =   0.99997048
 GF0802!SPC MO C     -   0.99992590  x   0.99998746  =   0.99991336
 GF0802!UTM  15      -   0.99992590  x   0.99960567  =   0.99953160
 GF0802
 GF0802|---------------------------------------------------------------------|
 GF0802| PID    Reference Object                     Distance      Geod. Az  |
 GF0802|                                                           dddmmss.s |
 GF0802| GF0800 BURLINGTON RM 4                       7.126 METERS 06827     |
 GF0802| GF0791 BERGMAN                             APPROX.19.6 KM 1064843.3 |
 GF0802| CI1315 BURLINGTON AZ MK                                   1643418.5 |
 GF0802| CI1319 BURLINGTON RM 5 AZIMUTH                            16511     |
 GF0802| CI1316 BURLINGTON RM 1                                    17826     |
 GF0802| CI1318 BURLINGTON RM 3                      31.913 METERS 20209     |
 GF0802| GF0801 BURLINGTON LOOKOUT TOWER 2           39.694 METERS 27342     |
 GF0802| GF0798 BURLINGTON LOOKOUT TOWER 3           31.607 METERS 27428     |
 GF0802| CI1317 BURLINGTON RM 2                      23.518 METERS 30823     |
 GF0802|---------------------------------------------------------------------|
 GF0802
 GF0802                          SUPERSEDED SURVEY CONTROL
 GF0802
 GF0802  NAD 83(1997)-  36 25 44.96091(N)    093 14 21.45979(W) AD(       ) 1
 GF0802  NAD 83(1986)-  36 25 44.96981(N)    093 14 21.45256(W) AD(       ) 1
 GF0802  NAD 27      -  36 25 44.72900(N)    093 14 20.80200(W) AD(       ) 1
 GF0802  NGVD 29 (12/03/93)  500.4    (m)         1642.     (f) GPS OBS        
 GF0802
 GF0802.Superseded values are not recommended for survey control.
 GF0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0802.See file dsdata.txt to determine how the superseded data were derived.
 GF0802
 GF0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7855031576(NAD 83)
 GF0802_MARKER: DS = TRIANGULATION STATION DISK
 GF0802_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GF0802_SP_SET: IRREGULAR CONCRETE MASS
 GF0802_STAMPING: BURLINGTON 1928 1967
 GF0802_MARK LOGO: CGS   
 GF0802_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GF0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0802+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1992
 GF0802
 GF0802  HISTORY     - Date     Condition        Report By
 GF0802  HISTORY     - 1928     MONUMENTED       CGS
 GF0802  HISTORY     - 1936     GOOD             CGS
 GF0802  HISTORY     - 1940     GOOD             CGS
 GF0802  HISTORY     - 1961     GOOD             CGS
 GF0802  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GF0802  HISTORY     - 1967     GOOD             CGS
 GF0802  HISTORY     - 1972     GOOD             NGS
 GF0802  HISTORY     - 19921122 GOOD             NOS
 GF0802
 GF0802                          STATION DESCRIPTION
 GF0802
 GF0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GF0802'STATION IS ABOUT 18 MILES BY ROAD NW OF HARRISON, 6 MILES BY
 GF0802'ROAD SW OF OMAHA, 3 MILES BY ROAD NW OF BURLINGTON STORE,
 GF0802'AND 2-1/4 MILES BY ROAD NW OF HIGHWAY 65, ON HIGHEST POINT OF
 GF0802'WOODED RIDGE JUST NW OF CLEARED PLACE, LOCALLY KNOWN AS THE KING
 GF0802'PLACE AND USED FOR BASEBALL GROUNDS.
 GF0802'
 GF0802'SURFACE MARK IS A STANDARD DISK IN TOP OF FLAT BOULDER.
 GF0802'
 GF0802'UNDERGROUND MARK IS A STANDARD DISK IN BOULDER 3 FEET BELOW SURFACE.
 GF0802'
 GF0802'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS.
 GF0802'
 GF0802'REFERENCE MARK NO. 1 IS AT SE EDGE OF BASEBALL FIELD, 7.3
 GF0802'METERS (24 FEET) SE OF SMALL TRIPLE OAK, AND 86.3 METERS
 GF0802'(283 FEET) (SLOPE DISTANCE) FROM STATION S 01 DEG 34 MIN E.
 GF0802'
 GF0802'REFERENCE MARK NO. 2 IS AT NW EDGE OF FIELD, 1-1/2 METERS,
 GF0802'(5 FEET) E OF A SMALL FORKED TREE AND 23.50 METERS (77.1 FEET)
 GF0802'FROM STATION N 51 DEG 36 MIN W.  IN 1931 PLATE OF
 GF0802'REFERENCE MARK NO. 1 WAS REPORTED FOUND UNDERNEATH SMALL
 GF0802'BOULDER TO WHICH IT HAD BEEN ATTACHED.  BOULDER WAS ON SURFACE
 GF0802'OF GROUND.
 GF0802'
 GF0802'TO REACH FROM OMAHA FOLLOW HIGHWAY 65 ABOUT 3.9 MILES S TO
 GF0802'ROAD ON RIGHT LEADING WESTERLY OFF HIGHWAY THROUGH CUT IN BANK,
 GF0802'AND FOLLOW THIS ROAD 2-1/4 MILES TO BALL GROUNDS.  STATION IS 4
 GF0802'METERS (13 FEET) E OF CENTER LINE OF ROAD, 16.5 METERS (54 FEET)
 GF0802'NW OF HOME PLATE OF BASEBALL DIAMOND, IN VICINITY OF 3
 GF0802'TRIANGLE-BLAZED TREES, AND 7-1/2 METERS (25 FEET) SW OF THE
 GF0802'ONE OF THESE HAVING THREE TRUNKS GROWING FROM ONE ROOT.
 GF0802
 GF0802                          STATION RECOVERY (1936)
 GF0802
 GF0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LOM)
 GF0802'ORIGINAL DESCRIPTION WAS GOOD.  CONDITION OF TRIANGULATION
 GF0802'STATION AND REFERENCE MARKER NO. 2 IS GOOD, REFERENCE MARKER
 GF0802'NO. 1 HAS BEEN DESTROYED.
 GF0802
 GF0802                          STATION RECOVERY (1940)
 GF0802
 GF0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0802'STATION AND REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.
 GF0802'REFERENCE MARK NO. 1 HAD BEEN DESTROYED.  A NEW REFERENCE MARK,
 GF0802'NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED.  THE SURROUNDINGS HAVE
 GF0802'CHANGED SOME IN THE LAST SEVERAL YEARS THEREFORE AN ENTIRE
 GF0802'NEW DESCRIPTION IS IN ORDER AS FOLLOWS-
 GF0802'
 GF0802'STATION BURLINGTON IS 3.2 MILES SW OF OMAHA AND 15.5 MILES NW OF
 GF0802'HARRISON ON THE HIGHEST POINT OF A FLAT-TOPPED RIDGE, IN THE
 GF0802'SW 1/4 OF SEC. 32, T 21 N, R 21 W.
 GF0802'
 GF0802'STATION MARKS ARE STANDARD DISKS IN BOULDERS.
 GF0802'16 FEET E OF CENTER LINE OF ROAD, 55 FEET E OF THE
 GF0802'FENCE AROUND THE LOOKOUT TOWER AND DWELLING, 130 FEET E OF THE
 GF0802'LOOKOUT TOWER, AND STAMPED BURLINGTON 1928.
 GF0802'
 GF0802'REFERENCE MARK NO. 2 IS A STANDARD DISK IN A BOULDER AS DESCRIBED
 GF0802'33 FEET W OF THE CENTER LINE OF THE ROAD, 42 FEET
 GF0802'N OF GATE INTO LOOKOUT TOWER, 81 FEET ENE OF THE LOOKOUT TOWER,
 GF0802'IS STAMPED BURLINGTON NO. 2 1928.
 GF0802'
 GF0802'REFERENCE MARK NO. 3 1940, IS A STANDARD BRONZE DISK SET IN
 GF0802'CONCRETE, IS 105 FEET S OF THE GATE TO
 GF0802'THE LOOKOUT TOWER, 48 FEET W OF CENTER LINE OF THE ROAD, 139 FEET
 GF0802'SSE OF THE LOOKOUT TOWER, 1 FOOT E OF THE FENCE LINE, IS STAMPED
 GF0802'BURLINGTON NO. 3 1940, AND PROJECTS 4 INCHES.
 GF0802'
 GF0802'AZIMUTH MARK IS 0.15 MILES S BY E OF THE STATION, 14 FEET W
 GF0802'OF THE ROAD TO THE STATION, AS DESCRIBED, A
 GF0802'STANDARD BRONZE DISK SET IN A SQUARE BLOCK OR POST OF CONCRETE
 GF0802'IS STAMPED BURLINGTON 1940, AND PROJECTS 3 INCHES.
 GF0802'
 GF0802'TO REACH FROM OMAHA GO S ON U.S. ROUTE 65 FOR 3.95 MILES AND
 GF0802'TURN RIGHT, (W) ON NARROW ROAD THRU CUT, AS PER SIGN, LOOKOUT
 GF0802'TOWER, FOLLOW MAIN-TRAVELED ROAD 1.85 MILES TO THE AZIMUTH MARK ON
 GF0802'W SIDE OF THE ROAD, CONTINUE 0.15 MILE TO TOP OF HILL AND
 GF0802'THE STATION ACROSS THE ROAD FROM THE LOOKOUT TOWER.
 GF0802
 GF0802                          STATION RECOVERY (1961)
 GF0802
 GF0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0802'THE STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN
 GF0802'GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY ROAD
 GF0802'CONSTRUCTION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 3
 GF0802'CHECKED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED BUT THE
 GF0802'DISTANCE WAS FOUND TO BE 0.05 FOOT LONGER THAN PREVIOUSLY
 GF0802'MEASURED.  THE STATION MARK WAS TOO NEAR THE ROAD TO BUILD OVER
 GF0802'SO REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 GF0802'A NEW REFERENCE MARK 5 WAS ESTABLISHED.  THE OLD LOOKOUT TOWER
 GF0802'HAS BEEN TORN DOWN AND A NEW ONE BUILT.  A COMPLETE NEW TO
 GF0802'REACH AND DESCRIPTION FOLLOWS.
 GF0802'
 GF0802'ABOUT 3-3/4 MILES SOUTHWEST OF OMAHA, IN THE SOUTHWEST 1/4 OF
 GF0802'SECTION 32, T 21 N, R 21 W. AND ON THE ROAD RIGHT-OF-WAY.  IT IS
 GF0802'4 FEET WEST OF A WIRE FENCE AND A WITNESS POST, 15 FEET EAST OF
 GF0802'THE CENTERLINE OF A GRAVELED ROAD AND 92 FEET SOUTHEAST OF THE
 GF0802'SOUTHEAST LEG OF THE LOOKOUT TOWER.  THE DISK IS STAMPED
 GF0802'BURLINGTON 1928.
 GF0802'
 GF0802'TO REACH FROM THE POST OFFICE IN OMAHA, GO SOUTHWESTERLY ON
 GF0802'U.S. HIGHWAY 65 FOR 4.1 MILES TO A SIDE ROAD RIGHT.  TURN
 GF0802'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.85 MILES TO R.M. 5
 GF0802'ON THE LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO
 GF0802'THE STATION ON THE RIGHT.
 GF0802'
 GF0802'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE, 32 FEET WEST
 GF0802'OF THE CENTERLINE OF THE GRAVELED ROAD AND 43 FEET NORTHEAST OF
 GF0802'THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE DISK IS STAMPED
 GF0802'BURLINGTON NO 2 1928.
 GF0802'
 GF0802'REFERENCE MARK 3 IS 6 INCHES EAST OF A WIRE FENCE, 2 FEET
 GF0802'SOUTH OF A CONCRETE GATE POST, 10 FEET SOUTH OF THE CENTERLINE
 GF0802'OF A DRIVEWAY AND 48 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 GF0802'ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GF0802'BURLINGTON NO 3 1940.
 GF0802'
 GF0802'REFERENCE MARK 4 IS 20 FEET EAST OF THE WIRE FENCE AND THE
 GF0802'WITNESS POST, 39 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 GF0802'ROAD AND 114 FEET EAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.
 GF0802'THE MONUMENT IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 GF0802'THE DISK IS STAMPED BURLINGTON NO 4 1928.
 GF0802'
 GF0802'REFERENCE MARK 5 IS 2 FEET EAST OF A WITNESS POST, 18 FEET
 GF0802'WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 108 FEET
 GF0802'SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE.  THE MONUMENT
 GF0802'PROJECTS 6 INCHES AND THE DISK IS STAMPED BURLINGTON NO 5 1928.
 GF0802'
 GF0802'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0802
 GF0802                          STATION RECOVERY (1967)
 GF0802
 GF0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GF0802'THE SURFACE AND UNDERGROUND STATION MARK AND REFERENCE MARK 5
 GF0802'HAVE BEEN DESTROYED.  REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED
 GF0802'IN GOOD CONDITION AND THE STATION MARK WAS RE-ESTABLISHED BY
 GF0802'DISTANCE AND DIRECTION.  FOLLOWING IS A NEW AND COMPLETE
 GF0802'DESCRIPTION.
 GF0802'
 GF0802'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTHWEST OF OMAHA,
 GF0802'15-1/2 MILES NORTHWEST OF HARRISON AND IN THE SOUTHWEST 1/4 OF
 GF0802'SECTION 32, T 21 N, R 21 W.
 GF0802'
 GF0802'TO REACH FROM THE POST OFFICE IN OMAHA, GO SOUTHERLY ON U.S.
 GF0802'HIGHWAY 65 FOR 4.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 GF0802'AND GO WEST AND NORTH ON GRAVELED ROAD FOR 2.05 MILES TO THE
 GF0802'BURLINGTON LOOKOUT TOWER ON THE LEFT AND THE STATION ON
 GF0802'THE RIGHT.
 GF0802'
 GF0802'STATION MARK IS A STANDARD DISK, STAMPED BURLINGTON 1928 1967,
 GF0802'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH
 GF0802'THE GROUND SURFACE.  IT IS 93 FEET EAST OF THE SOUTHEAST LEG
 GF0802'OF THE LOOKOUT TOWER, 16 FEET EAST OF THE CENTER OF THE GRAVELED
 GF0802'ROAD, 6 FEET WEST OF A FENCE AND 1.5 FEET NORTH OF A METAL
 GF0802'WITNESS POST.  THE UNDERGROUND DISK IS CEMENTED IN A DRILL HOLE
 GF0802'IN BEDROCK 2 FEET BELOW THE GROUND SURFACE.
 GF0802'
 GF0802'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURLINGTON NO
 GF0802'2 1928, CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP
 GF0802'PROJECTING 4 INCHES.  IT IS 43 FEET NORTHEAST OF THE NORTHEAST
 GF0802'LEG OF THE LOOKOUT TOWER, AND 35 FEET WEST OF THE CENTER OF THE
 GF0802'GRAVELED ROAD.
 GF0802'
 GF0802'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BURLINGTON NO
 GF0802'3 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 GF0802'PROJECTING 4 INCHES.  IT IS 48 FEET WEST OF THE CENTER OF THE
 GF0802'GRAVELED ROAD, 10 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 2 FEET
 GF0802'SOUTH OF A CONCRETE POST AND 1.5 FEET NORTH OF A METAL WITNESS
 GF0802'POST.
 GF0802'
 GF0802'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BURLINGTON NO
 GF0802'4 1928, SET IN THE TOP OF A SQUARE CONCRETE POST 10 INCHES
 GF0802'BELOW THE GROUND SURFACE.  IT IS 114 FEET EAST OF THE SOUTHEAST
 GF0802'LEG OF THE LOOKOUT TOWER, 40 FEET EAST OF THE CENTER OF THE
 GF0802'GRAVELED ROAD, 24 FEET NORTHEAST OF THE WITNESS POST, 19
 GF0802'FEET EAST OF THE FENCE AND THIS MARK WAS USED FOR THE STATION
 GF0802'IN 1961.
 GF0802'
 GF0802'BURLINGTON 1928 1967 TO R.M. 3 = PLUS 0.4015 FEET.
 GF0802'
 GF0802'BURLINGTON 1928 1967 TO R.M. 2 = PLUS 0.4600 FEET.
 GF0802'
 GF0802'BURLINGTON 1928 1967 TO R.M. 4 = -0.1835 FEET.
 GF0802
 GF0802                          STATION RECOVERY (1967)
 GF0802
 GF0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GF0802'RECOVERED IN GOOD CONDITION.
 GF0802
 GF0802                          STATION RECOVERY (1972)
 GF0802
 GF0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0802'THE STATION MARK, REFERENCE MARKS 2, 3, AND 4 WERE RECOVERED
 GF0802'AND FOUND IN GOOD CONDITION AND AS DESCRIBED IN 1967.  THE
 GF0802'1967 DESCRIPTION AND ROUTE TO REACH THE STATION ARE ADEQUATE
 GF0802'FOR RECOVERY.
 GF0802'
 GF0802'THIS STATION WAS NOT OCCUPIED THIS DATE.
 GF0802'
 GF0802'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-3/4 MILES
 GF0802'SOUTHWEST OF OMAHA.
 GF0802
 GF0802                          STATION RECOVERY (1992)
 GF0802
 GF0802'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 GF0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0837 ***********************************************************************
 GE0837  DESIGNATION -  BURR
 GE0837  PID         -  GE0837
 GE0837  STATE/COUNTY-  AR/RANDOLPH
 GE0837  USGS QUAD   -  WARM SPRINGS (1981)
 GE0837
 GE0837                         *CURRENT SURVEY CONTROL
 GE0837  ___________________________________________________________________
 GE0837* NAD 83(1997)-  36 29 37.13626(N)    091 01 26.24397(W)     ADJUSTED  
 GE0837* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 GE0837  ___________________________________________________________________
 GE0837  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GE0837  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GE0837
 GE0837  HORZ ORDER  -  SECOND
 GE0837
 GE0837.The horizontal coordinates were established by classical geodetic methods
 GE0837.and adjusted by the National Geodetic Survey in September 1999..
 GE0837
 GE0837.The orthometric height was scaled from a topographic map.
 GE0837
 GE0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0837
 GE0837.The geoid height was determined by GEOID03.
 GE0837
 GE0837;                    North         East     Units Scale Factor Converg.
 GE0837;SPC AR N     -   240,116.428   487,455.913   MT  1.00006184   +0 34 04.7
 GE0837;SPC AR N     -   787,781.98  1,599,261.61   sFT  1.00006184   +0 34 04.7
 GE0837;SPC MO E     -    73,392.739   203,057.250   MT  0.99996047   -0 18 41.8
 GE0837;UTM  15      - 4,040,519.177   676,989.894   MT  0.99998596   +1 10 31.9
 GE0837
 GE0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0837!SPC AR N     -   0.99997156  x   1.00006184  =   1.00003340
 GE0837!SPC MO E     -   0.99997156  x   0.99996047  =   0.99993203
 GE0837!UTM  15      -   0.99997156  x   0.99998596  =   0.99995752
 GE0837
 GE0837|---------------------------------------------------------------------|
 GE0837| PID    Reference Object                     Distance      Geod. Az  |
 GE0837|                                                           dddmmss.s |
 GE0837| CI1326 BURR RM 1                            25.097 METERS 05423     |
 GE0837| CI1327 BURR RM 2                            30.562 METERS 12356     |
 GE0837| CI1325 BURR AZ MK                                         1841930.8 |
 GE0837|---------------------------------------------------------------------|
 GE0837
 GE0837                          SUPERSEDED SURVEY CONTROL
 GE0837
 GE0837  NAD 83(1986)-  36 29 37.14275(N)    091 01 26.24353(W) AD(       ) 2
 GE0837  NAD 27      -  36 29 36.91730(N)    091 01 25.79070(W) AD(       ) 2
 GE0837
 GE0837.Superseded values are not recommended for survey control.
 GE0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0837.See file dsdata.txt to determine how the superseded data were derived.
 GE0837
 GE0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7699040519(NAD 83)
 GE0837_MARKER: DS = TRIANGULATION STATION DISK
 GE0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0837
 GE0837  HISTORY     - Date     Condition        Report By
 GE0837  HISTORY     - 1955     MONUMENTED       CGS
 GE0837  HISTORY     - 1956     GOOD             CGS
 GE0837
 GE0837                          STATION DESCRIPTION
 GE0837
 GE0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0837'THE STATION IS LOCATED ON PROPERTY OF MR. N.A. PHILLIPS,
 GE0837'ON THE HIGHEST PART OF A WOODED RIDGE, ABOUT 2 MILES NORTHEAST OF
 GE0837'WARM SPRINGS, 0.2 MILE SOUTH OF THE MISSOURI-ARKANSAS STATE
 GE0837'LINE, 50 FEET SOUTHWEST OF A DIM WOODS ROAD, 32 FEET NORTHWEST OF
 GE0837'THE ROAD (ROAD TURNS FROM A NORTHERLY TO A WESTERLY DIRECTION
 GE0837'AT THE STATION), 29 FEET SOUTHWEST OF AN 8-INCH HICKORY TREE
 GE0837'WITH A TRIANGULAR BLAZE, AND 3 FEET NORTHEAST OF A 4 IN X 4 IN
 GE0837'WHITE WITNESS POST.
 GE0837'
 GE0837'TO REACH THE STATION FROM THE POST OFFICE IN WARM SPRINGS,
 GE0837'GO EAST FOR 0.05 MILE TO A CROSSROAD, CONTINUE EASTERLY ON A
 GE0837'GRAVELED ROAD FOR 1.8 MILE TO THE TOP OF A RIDGE AND THE AZIMUTH
 GE0837'MARK ON THE LEFT.  CONTINUE 0.15 MILE TO A SIDE ROAD ON THE
 GE0837'LEFT AT THE SOUTHEAST CORNER OF A FARM HOUSE, TURN LEFT
 GE0837'(NORTHERLY, CROSSING A CREEK) FOR 0.05 MILE TO A FORK, BEAR
 GE0837'RIGHT ON A DIM WOODS ROAD (FIRST NORTHERLY THEN WESTERLY)
 GE0837'FOR 0.45 MILE TO THE STATION ON THE LEFT.
 GE0837'
 GE0837'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 GE0837'BURR 1955.
 GE0837'
 GE0837'REFERENCE MARK 1 IS 32 FEET NORTH OF THE DIM WOODS ROAD, AND
 GE0837'3 FEET WEST OF A TWIN-TRUNK DOGWOOD TREE.  THE MARK PROJECTS
 GE0837'5 INCHES, AND THE DISK IS STAMPED BURR NO 1 1955.
 GE0837'
 GE0837'REFERENCE MARK 2 IS 68 FEET EAST OF THE DIM WOODS ROAD.  THE
 GE0837'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED BURR NO 2 1955.
 GE0837'
 GE0837'THE AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHWEST OF A FARM HOUSE,
 GE0837'15 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 4 FEET
 GE0837'NORTH OF A BOARD FENCE, 3 FEET WEST OF A 4 IN X 4 IN WHITE
 GE0837'WITNESS POST, AND AT THE SOUTH SIDE OF A PEACH ORCHARD.  THE
 GE0837'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BURR 1955.
 GE0837'
 GE0837'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0837
 GE0837                          STATION RECOVERY (1956)
 GE0837
 GE0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0837'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  ALL
 GE0837'MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1463 ***********************************************************************
 DL1463  DESIGNATION -  BURTON
 DL1463  PID         -  DL1463
 DL1463  STATE/COUNTY-  AR/COLUMBIA
 DL1463  USGS QUAD   -  MAGNOLIA (1968)
 DL1463
 DL1463                         *CURRENT SURVEY CONTROL
 DL1463  ___________________________________________________________________
 DL1463* NAD 83(1997)-  33 15 59.34718(N)    093 10 25.22129(W)     ADJUSTED  
 DL1463* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 DL1463  ___________________________________________________________________
 DL1463  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DL1463  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DL1463
 DL1463  HORZ ORDER  -  THIRD
 DL1463
 DL1463.The horizontal coordinates were established by classical geodetic methods
 DL1463.and adjusted by the National Geodetic Survey in September 1999..
 DL1463
 DL1463.The orthometric height was scaled from a topographic map.
 DL1463
 DL1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1463
 DL1463.The geoid height was determined by GEOID03.
 DL1463
 DL1463;                    North         East     Units Scale Factor Converg.
 DL1463;SPC AR S     -   467,155.395   290,649.003   MT  1.00000760   -0 39 24.8
 DL1463;SPC AR S     - 1,532,658.99    953,570.94   sFT  1.00000760   -0 39 24.8
 DL1463;UTM  15      - 3,680,843.612   483,825.168   MT  0.99960323   -0 05 43.0
 DL1463
 DL1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1463!SPC AR S     -   0.99998656  x   1.00000760  =   0.99999416
 DL1463!UTM  15      -   0.99998656  x   0.99960323  =   0.99958980
 DL1463
 DL1463|---------------------------------------------------------------------|
 DL1463| PID    Reference Object                     Distance      Geod. Az  |
 DL1463|                                                           dddmmss.s |
 DL1463| CX5102 BURTON RM 2                          40.382 METERS 00233     |
 DL1463| DL0674 B 121                                80.601 METERS 09645     |
 DL1463| CX5101 BURTON AZ MK                                       2691413.8 |
 DL1463|---------------------------------------------------------------------|
 DL1463
 DL1463                          SUPERSEDED SURVEY CONTROL
 DL1463
 DL1463  NAD 83(1997)-  33 15 59.35610(N)    093 10 25.21235(W) AD(       ) 3
 DL1463  NAD 83(1986)-  33 15 59.35855(N)    093 10 25.21132(W) AD(       ) 3
 DL1463  NAD 27      -  33 15 58.89700(N)    093 10 24.61600(W) AD(       ) 3
 DL1463
 DL1463.Superseded values are not recommended for survey control.
 DL1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1463.See file dsdata.txt to determine how the superseded data were derived.
 DL1463
 DL1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8382580844(NAD 83)
 DL1463_MARKER: DS = TRIANGULATION STATION DISK
 DL1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1463
 DL1463  HISTORY     - Date     Condition        Report By
 DL1463  HISTORY     - 1950     MONUMENTED       CGS
 DL1463  HISTORY     - 1963     GOOD             CGS
 DL1463  HISTORY     - 1981     MARK NOT FOUND   MJH
 DL1463
 DL1463                          STATION DESCRIPTION
 DL1463
 DL1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1463'THE STATION IS LOCATED ABOUT 7.0 MILES WEST OF VILLAGE AND
 DL1463'4.0 MILES EAST OF MAGNOLIA ON LAND OWNED BY MR. ELMER BURTON
 DL1463'OF MAGNOLIA.  IT IS 132.0 FEET SOUTH OF AN EASTWEST FENCE,
 DL1463'120.0 FEET EAST OF THE CENTER OF A DRIVEWAY, 83.0 FEET EAST
 DL1463'OF A TELEPHONE POLE AND 60.0 FEET NORTH OF THE CENTER OF U.S.
 DL1463'HIGHWAY NO. 82.  IT IS SET FLUSH WITH THE SURFACE OF THE
 DL1463'GROUND AND IS STAMPED BURTON 1950.
 DL1463'
 DL1463'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. BM DISK SET
 DL1463'IN THE TOP OF A 6 BY 6 INCH SQUARE CONCRETE POST PROJECTING 14
 DL1463'INCHES.  IT IS 56.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 DL1463'NO. 82, 30.0 FEET WEST OF THE SOUTHWEST CORNER OF A STORE
 DL1463'BUILDING AND 7.5 FEET NORTHEAST OF A TELEPHONE POLE.  IT IS
 DL1463'STAMPED B 121 1934.  A TRAVERSE MEASUREMENT WAS MADE TO THIS
 DL1463'MARK.
 DL1463'
 DL1463'REFERENCE MARK NO. 2 IS 1.0 FOOT SOUTH OF AN EAST-WEST FENCE.
 DL1463'IT IS SET FLUSH AND IS STAMPED BURTON NO 2 1950.
 DL1463'
 DL1463'THE AZIMUTH MARK IS 28.0 FEET SOUTH OF THE CENTER OF U.S.
 DL1463'HIGHWAY NO. 82, 2.0 FEET EAST OF A WITNESS POST AND 1.5 FEET
 DL1463'EAST OF A POWERLINE POLE.  IT PROJECTS 7 INCHES AND IS STAMPED
 DL1463'BURTON 1950.
 DL1463'
 DL1463'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 DL1463'82 AND U.S. HIGHWAY NO. 79 IN MAGNOLIA, GO EAST ON U.S. HIGHWAY
 DL1463'NO. 82 FOR 3.7 MILES AND THE AZIMUTH MARK ON THE RIGHT AS
 DL1463'DESCRIBED, CONTINUE EAST ON U.S. HIGHWAY NO. 82 FOR 0.35 MILE
 DL1463'AND THE STATION ON THE LEFT AS DESCRIBED.
 DL1463'
 DL1463'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1463
 DL1463                          STATION RECOVERY (1963)
 DL1463
 DL1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1463'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1463'CONDITION.  THE STATION MARK IS IN A SMALL LOT TO THE WEST OF
 DL1463'MR. BURTONS HOUSE, 60 FEET NORTH OF THE CENTERLINE OF THE
 DL1463'HIGHWAY AND 24.4 FEET NORTH OF THE RIGHT OF WAY FENCE.  THE
 DL1463'STATION MARK AND R.M. NO. 2 AND ABOUT 2 INCHES BELOW THE SURFACE
 DL1463'OF THE GROUND.
 DL1463'
 DL1463'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1463'RECOVERY.
 DL1463
 DL1463                          STATION RECOVERY (1981)
 DL1463
 DL1463'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1981 (ED)
 DL1463'SEARCHED BUT COULD NOT FIND.  APPEARS TO BE IN AREA WHERE PRESENT
 DL1463'GARDEN IS PLANTED.
 DL1463'
 DL1463'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. E. OF MAGNOLIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2648 ***********************************************************************
 FE2648  DESIGNATION -  BUTLER
 FE2648  PID         -  FE2648
 FE2648  STATE/COUNTY-  AR/MISSISSIPPI
 FE2648  USGS QUAD   -  NODENA (1983)
 FE2648
 FE2648                         *CURRENT SURVEY CONTROL
 FE2648  ___________________________________________________________________
 FE2648* NAD 83(1997)-  35 36 38.83566(N)    089 56 17.42425(W)     ADJUSTED  
 FE2648* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 FE2648  ___________________________________________________________________
 FE2648  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 FE2648  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2648
 FE2648  HORZ ORDER  -  THIRD
 FE2648
 FE2648.The horizontal coordinates were established by classical geodetic methods
 FE2648.and adjusted by the National Geodetic Survey in September 1999..
 FE2648
 FE2648.The orthometric height was scaled from a topographic map.
 FE2648
 FE2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2648
 FE2648.The geoid height was determined by GEOID03.
 FE2648
 FE2648;                    North         East     Units Scale Factor Converg.
 FE2648;SPC AR N     -   143,678.457   586,785.460   MT  0.99993604   +1 11 59.2
 FE2648;SPC AR N     -   471,385.07  1,925,145.30   sFT  0.99993604   +1 11 59.2
 FE2648;SPC TN       -   148,910.186   243,295.211   MT  0.99995595   -2 18 20.0
 FE2648;SPC TN       -   488,549.50    798,211.04   sFT  0.99995595   -2 18 20.0
 FE2648;UTM  16      - 3,944,756.028   233,856.477   MT  1.00047296   -1 42 42.6
 FE2648;UTM  15      - 3,945,097.931   777,347.576   MT  1.00054801   +1 47 02.3
 FE2648
 FE2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2648!SPC AR N     -   0.99999207  x   0.99993604  =   0.99992811
 FE2648!SPC TN       -   0.99999207  x   0.99995595  =   0.99994802
 FE2648!UTM  16      -   0.99999207  x   1.00047296  =   1.00046503
 FE2648!UTM  15      -   0.99999207  x   1.00054801  =   1.00054008
 FE2648
 FE2648|---------------------------------------------------------------------|
 FE2648| PID    Reference Object                     Distance      Geod. Az  |
 FE2648|                                                           dddmmss.s |
 FE2648| CG3318 BUTLER RM 1                          23.288 METERS 02930     |
 FE2648| FE2650 BUTLER RM 2                          23.555 METERS 20654     |
 FE2648| CG3317 BUTLER AZ MK                                       2162248.9 |
 FE2648| FF1909 WILSON MUNICIPAL TANK               APPROX.10.4 KM 2393423.5 |
 FE2648| FF1908 WILSON 2                            APPROX.11.4 KM 2440004.3 |
 FE2648| FF1905 EVADALE WILSON COMP STORAGE TK      APPROX.15.6 KM 2445423.6 |
 FE2648| FF1906 WILSON CRAIN COTTON GIN TANK        APPROX. 9.2 KM 2495318.7 |
 FE2648| FE2665 GRIDER RAD STA KOSE MAST            APPROX. 4.6 KM 2980723.4 |
 FE2648|---------------------------------------------------------------------|
 FE2648
 FE2648                          SUPERSEDED SURVEY CONTROL
 FE2648
 FE2648  NAD 83(1997)-  35 36 38.83591(N)    089 56 17.42399(W) AD(       ) 3
 FE2648  NAD 83(1986)-  35 36 38.84585(N)    089 56 17.42148(W) AD(       ) 3
 FE2648  NAD 27      -  35 36 38.55950(N)    089 56 17.10790(W) AD(       ) 3
 FE2648
 FE2648.Superseded values are not recommended for survey control.
 FE2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2648.See file dsdata.txt to determine how the superseded data were derived.
 FE2648
 FE2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3385644756(NAD 83)
 FE2648_MARKER: DS = TRIANGULATION STATION DISK
 FE2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2648
 FE2648  HISTORY     - Date     Condition        Report By
 FE2648  HISTORY     - 1954     MONUMENTED       CGS
 FE2648  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE2648  HISTORY     - 1972     MARK NOT FOUND   NGS
 FE2648  HISTORY     - 1980     MARK NOT FOUND   NGS
 FE2648
 FE2648                          STATION DESCRIPTION
 FE2648
 FE2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2648'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST OF OSCEOLA, 4 MILES EAST
 FE2648'OF DRIVER, 1 MILE WEST OF THE MISSISSIPPI RIVER, 7 FEET EAST OF A 4
 FE2648'INCH X 4 INCH WITNESS POST AND IN THE CENTER OF A LEVEE.
 FE2648'
 FE2648'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BUTLER 1954.
 FE2648'
 FE2648'TO REACH THE STATION FROM THE RAILWAY STATION IN WILSON GO NORTH AND
 FE2648'NORTHWEST ON U.S. HIGHWAY 61 FOR 4.7 MILES TO THE JUNCTION OF STATE
 FE2648'HIGHWAY 119, TURN RIGHT AND GO SOUTH FOR ABOUT 160 YARDS, THEN LEFT,
 FE2648'STAYING ON STATE HIGHWAY 119, FOR 3.6 MILES IN AN EASTERLY
 FE2648'DIRECTION TO THE LEVEE AND A GATE ON THE LEFT, TURN LEFT AND GO EAST
 FE2648'THROUGH THE GATE THEN SOUTHEAST FOR ABOUT 50 YARDS TO THE TOP OF THE
 FE2648'LEVEE AND THE STATION MARK AS DESCRIBED, TO REACH THE AZIMUTH MARK
 FE2648'FROM THE STATION GO SOUTH ALONG THE TOP OF THE LEVEE FOR 0.3 MILE
 FE2648'TO THE AZIMUTH MARK AS DESCRIBED.
 FE2648'
 FE2648'R.M. 1 IS ON THE NORTH SIDE OF THE TOP OF THE LEVEE.  THE MARK IS
 FE2648'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BUTLER NO 1 1954.
 FE2648'
 FE2648'R.M. 2 IS ON THE SOUTH SIDE OF THE TOP OF THE LEVEE.  THE MARK IS
 FE2648'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BUTLER NO 2 1954.
 FE2648'
 FE2648'THE AZIMUTH MARK IS ON THE SOUTH SIDE OF THE TOP OF THE LEVEE AND 2
 FE2648'FEET NORTH OF A 4 INCH X 4 INCH WITNESS POST.  THE MARK IS FLUSH
 FE2648'WITH THE GROUND AND THE DISK IS STAMPED BUTLER 1954.
 FE2648'
 FE2648'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2648
 FE2648                          STATION RECOVERY (1971)
 FE2648
 FE2648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JSC)
 FE2648'MARK NOT FOUND.
 FE2648
 FE2648                          STATION RECOVERY (1972)
 FE2648
 FE2648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2648'A LONG AND EXTENDED SEARCH HAS BEEN MADE FOR THIS STATION ON TWO
 FE2648'OCCASSIONS, AND IT CANNOT BE FOUND.  IT IS BELIEVED THAT THE
 FE2648'STATION AND ALL MARKS HAVE BEEN COVERED BY REAPIRS AND GRAVELING
 FE2648'OF A ROAD BED ON THE TOP OF THE LEVEE.  IT MAY BE POSSIBLE IN THE
 FE2648'DEAD OF WINTER WHEN THE LEAVES HAVE ALL FALLEN FROM A NEARBY
 FE2648'GROVE OF LARGE COTTONWOOD TREES, TO PICK UP THE WATER TANKS WHICH
 FE2648'WERE INTERSECTED FROM THIS STATION AND ONCE AGAIN SEARCH FOR
 FE2648'THE STATION AND MARKS.  AT THE PRESENT TIME THE ONLY
 FE2648'OBJECT VISIBLE FROM THE STATION SITE IS GRIDER, RADIO STATION KOSE
 FE2648'MAST.
 FE2648'
 FE2648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 FE2648'EAST OF DRIVER.
 FE2648
 FE2648                          STATION RECOVERY (1980)
 FE2648
 FE2648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 FE2648'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  THE STATION
 FE2648'MARK WAS SEARCHED FOR USING AN INVERSE FROM BUTLER 2 WITH
 FE2648'EXTENSIVE DIGGING AND THE USE OF A METAL DETECTOR.  REFERENCE
 FE2648'MARK 1 WAS SEARCHED FOR AND NOT RECOVERED.  THE AZIMUTH MARK WAS
 FE2648'RECOVERED WITH THE DISK REMOVED.
 FE2648'
 FE2648'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 FE2648'STAMPED---BUTLER NO 2 1954---,
 FE2648'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM ON A SIDE
 FE2648'RECESSED 16 CM BELOW THE GROUND.  IT IS LOCATED
 FE2648'3.0 EAST-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD.
 FE2648'
 FE2648'AN EDM TIE WAS MADE FROM BUTLER 2 TO BUTLER 1954 RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2649 ***********************************************************************
 FE2649  DESIGNATION -  BUTLER 2
 FE2649  PID         -  FE2649
 FE2649  STATE/COUNTY-  AR/MISSISSIPPI
 FE2649  USGS QUAD   -  NODENA (1983)
 FE2649
 FE2649                         *CURRENT SURVEY CONTROL
 FE2649  ___________________________________________________________________
 FE2649* NAD 83(1997)-  35 36 42.21402(N)    089 56 14.44270(W)     ADJUSTED  
 FE2649* NAVD 88     -        79.7    (meters)     261.     (feet)  VERTCON   
 FE2649  ___________________________________________________________________
 FE2649  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 FE2649  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2649
 FE2649  HORZ ORDER  -  FIRST
 FE2649
 FE2649.The horizontal coordinates were established by classical geodetic methods
 FE2649.and adjusted by the National Geodetic Survey in September 1999..
 FE2649
 FE2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2649
 FE2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2649
 FE2649.The geoid height was determined by GEOID03.
 FE2649
 FE2649;                    North         East     Units Scale Factor Converg.
 FE2649;SPC AR N     -   143,784.120   586,858.297   MT  0.99993605   +1 12 00.9
 FE2649;SPC AR N     -   471,731.73  1,925,384.26   sFT  0.99993605   +1 12 00.9
 FE2649;SPC TN       -   149,011.200   243,374.374   MT  0.99995589   -2 18 18.3
 FE2649;SPC TN       -   488,880.91    798,470.76   sFT  0.99995589   -2 18 18.3
 FE2649;UTM  16      - 3,944,857.909   233,934.630   MT  1.00047244   -1 42 41.0
 FE2649;UTM  15      - 3,945,204.396   777,419.376   MT  1.00054850   +1 47 04.2
 FE2649
 FE2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2649!SPC AR N     -   0.99999181  x   0.99993605  =   0.99992786
 FE2649!SPC TN       -   0.99999181  x   0.99995589  =   0.99994770
 FE2649!UTM  16      -   0.99999181  x   1.00047244  =   1.00046424
 FE2649!UTM  15      -   0.99999181  x   1.00054850  =   1.00054030
 FE2649
 FE2649|---------------------------------------------------------------------|
 FE2649| PID    Reference Object                     Distance      Geod. Az  |
 FE2649|                                                           dddmmss.s |
 FE2649| CG3319 BUTLER 2 RM 3                        25.443 METERS 20722     |
 FE2649| FE2650 BUTLER RM 2                         151.660 METERS 21424     |
 FE2649| FE2652 BUTLER 2 AZ MK TPT                  445.781 METERS 2143948.1 |
 FE2649| FE2653 BUTLER 2 AZ MK                      452.355 METERS 2143946.5 |
 FE2649| FF1909 WILSON MUNICIPAL TANK               APPROX.10.5 KM 2391725.9 |
 FE2649| FF1906 WILSON CRAIN COTTON GIN TANK        APPROX. 9.3 KM 2492638.6 |
 FE2649| FE2665 GRIDER RAD STA KOSE MAST            APPROX. 4.7 KM 2963336.8 |
 FE2649| CG3320 BUTLER 2 RM 4                        26.129 METERS 31957     |
 FE2649| FE2682 OSCEOLA W MUNICIPAL TANK            APPROX.10.5 KM 3371007.9 |
 FE2649| FE2680 OSCEOLA AMERICAN GREETING TANK      APPROX. 9.0 KM 3373214.8 |
 FE2649| FE2668 OSCEOLA COMPTON TANK                APPROX. 8.7 KM 3401439.5 |
 FE2649| FE2667 OSCEOLA FED COMP WHSE W TANK        APPROX. 9.8 KM 3410322.4 |
 FE2649| FE2685 OSCEOLA FED COMP WHSE E TANK        APPROX. 9.8 KM 3425815.1 |
 FE2649| FE2672 OSCEOLA MUNICIPAL TANK              APPROX.10.8 KM 3443416.9 |
 FE2649|---------------------------------------------------------------------|
 FE2649
 FE2649                          SUPERSEDED SURVEY CONTROL
 FE2649
 FE2649  NAD 83(1997)-  35 36 42.21427(N)    089 56 14.44245(W) AD(       ) 1
 FE2649  NAD 83(1986)-  35 36 42.22424(N)    089 56 14.43991(W) AD(       ) 1
 FE2649  NAD 27      -  35 36 41.93780(N)    089 56 14.12654(W) AD(       ) 1
 FE2649  NGVD 29 (07/19/86)   79.7    (m)          261.     (f) VERT ANG       
 FE2649
 FE2649.Superseded values are not recommended for survey control.
 FE2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2649.See file dsdata.txt to determine how the superseded data were derived.
 FE2649
 FE2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3393544858(NAD 83)
 FE2649_MARKER: DS = TRIANGULATION STATION DISK
 FE2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2649+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 FE2649
 FE2649  HISTORY     - Date     Condition        Report By
 FE2649  HISTORY     - 1979     MONUMENTED       NGS
 FE2649  HISTORY     - 20000926 MARK NOT FOUND   USE
 FE2649
 FE2649                          STATION DESCRIPTION
 FE2649
 FE2649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2649'BUTLER 1954 WAS NOT RECOVERED AND BUTLER 2 WAS ESTABLISHED
 FE2649'NEARBY.
 FE2649'
 FE2649'THE STATION IS LOCATED ABOUT 9.6 KM NORTHEAST OF WILSON,
 FE2649'3.2 KM SOUTH OF OSCEOLA AND ATOP THE WEST LEVEE OF THE
 FE2649'MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM CHIEF ENGINEER,
 FE2649'ST.FRANCIS LEVEE DISTRICT, MR. B.B. FAIR, P.O. BOX 308, WEST
 FE2649'MEMPHIS, AR 72301.  TELEPHONE 501-735-162.
 FE2649'
 FE2649'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO EAST ON
 FE2649'PARK AVENUE FOR 0.08 KM (0.05 MI) TO U. S. HIGHWAY 61.  TURN LEFT
 FE2649'AND GO NORTH ON U.S. HIGHWAY 61 FOR 7.0 KM (4.35 MI) TO THE
 FE2649'JUNCTION OF STATE HIGHWAY 119.  TURN RIGHT, CROSS RAILROAD TRACKS,
 FE2649'AND GO EASTERLY FOR 6.11 KM (3.8 MI) TO A GRAVEL ROAD LEFT.
 FE2649'TURN SHARP LEFT AND GO 0.06 KM (ABOUT 200 FT.) TO THE TOP OF
 FE2649'A LEVEE AND A GATE ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 FE2649'ATOP A LEVEE FOR 0.06 KM (ABOUT 200 FT) TO THE STATION ON  LEFT.
 FE2649'
 FE2649'THE STATION IS A STANDARD NGS DISK
 FE2649'STAMPED---BUTLER 2 1979---,
 FE2649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2649'FLUSH WITH GROUND.  IT IS LOCATED
 FE2649'5.9 METERS EAST-NORTHEAST FROM THE CENTER OF A LEVEE ROAD,
 FE2649'1.09 METERS EAST-NORTHEAST FROM A METAL WITNESS POST AND AT THE
 FE2649'JUNCTION WITH A SPUR LEVEE.
 FE2649'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FE2649'STAMPED---BUTLER 2 1979---,
 FE2649'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FE2649'
 FE2649'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 FE2649'STAMPED---BUTLER 2 NO 3 1979---,
 FE2649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 26 CM IN DIAMETER
 FE2649'FLUSH WITH GROUND.  IT IS LOCATED
 FE2649'4.1 METERS SOUTH-SOUTHWEST FROM THE CENTER OF A LEVEE ROAD AND
 FE2649'0.88 METER EAST-NORTHEAST FROM A METAL WITNESS POST.
 FE2649'MARK IS LEVEL WITH STATION.
 FE2649'
 FE2649'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 FE2649'STAMPED---BUTLER 2 NO 4 1979---,
 FE2649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 26 CM IN DIAMETER
 FE2649'FLUSH WITH GROUND.  IT IS LOCATED
 FE2649'3.6 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 FE2649'0.8 METER WEST FROM A METAL WITNESS POST.
 FE2649'MARK IS BELOW STATION 0.6 METERS.
 FE2649'
 FE2649'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 FE2649'STAMPED---BUTLER NO 2 1954---,
 FE2649'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN  DIAMETER
 FE2649'RECESSED 16 CM BELOW THE GROUND.  IT IS LOCATED
 FE2649'3.0 METERS EAST-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD.
 FE2649'
 FE2649'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 FE2649'STAMPED---BUTLER 2 NO 2 1979---,
 FE2649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2649'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 FE2649'4.6 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 FE2649'0.26 METER NORTHEAST FROM A METAL WITNESS POST.
 FE2649'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG THE
 FE2649'TOP OF THE LEVEE FOR 0.4 KM (0.25 MI) TO THE AZIMUTH ON THE LEFT.
 FE2649'
 FE2649'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 36.0 METERS.
 FE2649'
 FE2649'AN EDM TIE WAS MADE TO BUTLER 1954 RM 2.
 FE2649
 FE2649                          STATION RECOVERY (2000)
 FE2649
 FE2649'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE2649'NOT RECOVERED.  SUSPECT SPUR LEVEE HAS BEEN BUILT UP WITH DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2653 ***********************************************************************
 FE2653  DESIGNATION -  BUTLER 2 AZ MK
 FE2653  PID         -  FE2653
 FE2653  STATE/COUNTY-  AR/MISSISSIPPI
 FE2653  USGS QUAD   -  NODENA (1983)
 FE2653
 FE2653                         *CURRENT SURVEY CONTROL
 FE2653  ___________________________________________________________________
 FE2653* NAD 83(1997)-  35 36 30.14161(N)    089 56 24.66473(W)     ADJUSTED  
 FE2653* NAVD 88     -        79.9    (meters)     262.     (feet)  VERTCON   
 FE2653  ___________________________________________________________________
 FE2653  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 FE2653  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2653
 FE2653  HORZ ORDER  -  SECOND
 FE2653
 FE2653.The horizontal coordinates were established by classical geodetic methods
 FE2653.and adjusted by the National Geodetic Survey in September 1999..
 FE2653
 FE2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2653
 FE2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2653
 FE2653.The geoid height was determined by GEOID03.
 FE2653
 FE2653;                    North         East     Units Scale Factor Converg.
 FE2653;SPC AR N     -   143,406.770   586,608.888   MT  0.99993602   +1 11 55.0
 FE2653;SPC AR N     -   470,493.71  1,924,565.99   sFT  0.99993602   +1 11 55.0
 FE2653;SPC TN       -   148,649.797   243,102.354   MT  0.99995612   -2 18 24.3
 FE2653;SPC TN       -   487,695.21    797,578.31   sFT  0.99995612   -2 18 24.3
 FE2653;UTM  16      - 3,944,493.518   233,666.231   MT  1.00047420   -1 42 46.5
 FE2653;UTM  15      - 3,944,824.290   777,173.677   MT  1.00054683   +1 46 57.7
 FE2653
 FE2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2653!SPC AR N     -   0.99999177  x   0.99993602  =   0.99992779
 FE2653!SPC TN       -   0.99999177  x   0.99995612  =   0.99994789
 FE2653!UTM  16      -   0.99999177  x   1.00047420  =   1.00046597
 FE2653!UTM  15      -   0.99999177  x   1.00054683  =   1.00053860
 FE2653
 FE2653                          SUPERSEDED SURVEY CONTROL
 FE2653
 FE2653  NAD 83(1997)-  35 36 30.14186(N)    089 56 24.66447(W) AD(       ) 2
 FE2653  NAD 83(1986)-  35 36 30.15183(N)    089 56 24.66195(W) AD(       ) 2
 FE2653  NAD 27      -  35 36 29.86516(N)    089 56 24.34831(W) AD(       ) 2
 FE2653  NGVD 29 (07/19/86)   79.9    (m)          262.     (f) VERT ANG       
 FE2653
 FE2653.Superseded values are not recommended for survey control.
 FE2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2653.See file dsdata.txt to determine how the superseded data were derived.
 FE2653
 FE2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3366644494(NAD 83)
 FE2653_MARKER: DZ = AZIMUTH MARK DISK
 FE2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2653_STAMPING: BUTLER 2 NO 2 1979
 FE2653_MARK LOGO: NGS   
 FE2653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2653+STABILITY: SURFACE MOTION
 FE2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2653+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 FE2653
 FE2653  HISTORY     - Date     Condition        Report By
 FE2653  HISTORY     - 1979     MONUMENTED       NGS
 FE2653  HISTORY     - 20000926 GOOD             USE
 FE2653
 FE2653                          STATION DESCRIPTION
 FE2653
 FE2653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2653'THE STATION IS LOCATED
 FE2653'9.6 KM NORTHWEST OF WILSON ON THE MAIN LEVEE ON THE WEST SIDE OF
 FE2653'THE MISSISSIPPI RIVER.
 FE2653'
 FE2653'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO EAST ON
 FE2653'PARK AVENUE FOR 0.08 KM (0.05 MI) TO MAIN STREET,
 FE2653'(U.S. HIGHWAY 61.) TURN
 FE2653'LEFT AND GO NORTHERLY ON U.S. HIGHWAY 61 FOR
 FE2653'7.0 KM (4.35 MI) TO
 FE2653'JUNCTION OF STATE HIGHWAY 119.  TURN RIGHT, PASSING OVER RAILROAD
 FE2653'TRACK, AND GO SOUTH, EAST AND SOUTH FOR
 FE2653'6.1 KM (3.8 MI) TO A GRAVELED
 FE2653'ROAD LEFT.  TURN SHARP LEFT AND GO ABOUT 600 METERS TO TOP OF LEVEE
 FE2653'AND GATE ON THE RIGHT.  TURN RIGHT THRU GATE AND
 FE2653'GO 0.6 KM (0.35 MI) TO
 FE2653'THE STATION ON THE LEFT. THE STATION IS ON PROPERTY OF THE
 FE2653'ST. FRANCIS LEVEE DISTRICT.  PERMISSION FOR THE STATION WAS
 FE2653'GRANTED BY MR. BURRELL B. FAIR, CHIEF ENGINEER, P.O. BOX 308,
 FE2653'WEST MEMPHIS, ARKANSAS, PHONE 501/735-1062
 FE2653'
 FE2653'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FE2653'STAMPED---BUTLER 2 1979---,
 FE2653'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2653'FLUSH WITH GROUND.  IT IS LOCATED
 FE2653'4.7  METERS SOUTHEAST FROM CENTER OF LEVEE ROAD AND
 FE2653'0.5 METER NORTHWEST FROM METAL WITNESS POST.
 FE2653'
 FE2653'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FE2653
 FE2653                          STATION RECOVERY (2000)
 FE2653
 FE2653'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE2653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1852 ***********************************************************************
 EJ1852  DESIGNATION -  BUTTER
 EJ1852  PID         -  EJ1852
 EJ1852  STATE/COUNTY-  AR/HOT SPRING
 EJ1852  USGS QUAD   -  MALVERN NORTH (1978)
 EJ1852
 EJ1852                         *CURRENT SURVEY CONTROL
 EJ1852  ___________________________________________________________________
 EJ1852* NAD 83(1997)-  34 24 44.65761(N)    092 48 19.19928(W)     ADJUSTED  
 EJ1852* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 EJ1852  ___________________________________________________________________
 EJ1852  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 EJ1852  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EJ1852
 EJ1852  HORZ ORDER  -  SECOND
 EJ1852
 EJ1852.The horizontal coordinates were established by classical geodetic methods
 EJ1852.and adjusted by the National Geodetic Survey in September 1999..
 EJ1852
 EJ1852.The orthometric height was scaled from a topographic map.
 EJ1852
 EJ1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1852
 EJ1852.The geoid height was determined by GEOID03.
 EJ1852
 EJ1852;                    North         East     Units Scale Factor Converg.
 EJ1852;SPC AR S     -   593,917.046   325,966.141   MT  0.99994016   -0 27 02.7
 EJ1852;SPC AR S     - 1,948,542.84  1,069,440.58   sFT  0.99994016   -0 27 02.7
 EJ1852;UTM  15      - 3,807,901.328   517,889.734   MT  0.99960394   +0 06 36.1
 EJ1852
 EJ1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1852!SPC AR S     -   0.99998281  x   0.99994016  =   0.99992297
 EJ1852!UTM  15      -   0.99998281  x   0.99960394  =   0.99958676
 EJ1852
 EJ1852:                Primary Azimuth Mark                     Grid Az
 EJ1852:SPC AR S     -  BUTTER AZ MK                             030 16 55.5
 EJ1852:UTM  15      -  BUTTER AZ MK                             029 43 16.7
 EJ1852
 EJ1852|---------------------------------------------------------------------|
 EJ1852| PID    Reference Object                     Distance      Geod. Az  |
 EJ1852|                                                           dddmmss.s |
 EJ1852| CY5353 BUTTER AZ MK                                       0294952.8 |
 EJ1852| CY5354 BUTTER RM 1                          24.469 METERS 08338     |
 EJ1852| EJ1864 MALVERN EAST MUNICIPAL TANK         APPROX. 6.1 KM 1765046.4 |
 EJ1852| EJ1858 MALVERN FIRST BAPTIST CHURCH        APPROX. 5.8 KM 1845350.7 |
 EJ1852| EJ1861 MALVERN WEST MUNICIPAL TANK         APPROX. 5.3 KM 1853727.6 |
 EJ1852| EJ1860 MALVERN A B COOK CO WATER TANK      APPROX. 7.1 KM 1961440.9 |
 EJ1852| EJ1851 MALVERN INTL SHOE CO WATER TK       APPROX. 4.0 KM 2000430.0 |
 EJ1852| CY5355 BUTTER RM 2                          25.512 METERS 21237     |
 EJ1852| EJ1854 MALVERN RADIO STA KBOK MAST         APPROX. 4.1 KM 2150321.4 |
 EJ1852| EJ1853 MAGNET BAROID WATER TANK            APPROX. 6.7 KM 3582009.8 |
 EJ1852|---------------------------------------------------------------------|
 EJ1852
 EJ1852                          SUPERSEDED SURVEY CONTROL
 EJ1852
 EJ1852  NAD 83(1986)-  34 24 44.66848(N)    092 48 19.19053(W) AD(       ) 2
 EJ1852  NAD 27      -  34 24 44.33580(N)    092 48 18.58249(W) AD(       ) 2
 EJ1852
 EJ1852.Superseded values are not recommended for survey control.
 EJ1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1852.See file dsdata.txt to determine how the superseded data were derived.
 EJ1852
 EJ1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1789007901(NAD 83)
 EJ1852_MARKER: DS = TRIANGULATION STATION DISK
 EJ1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1852
 EJ1852  HISTORY     - Date     Condition        Report By
 EJ1852  HISTORY     - 1964     MONUMENTED       CGS
 EJ1852
 EJ1852                          STATION DESCRIPTION
 EJ1852
 EJ1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1852'NO MEASUREMENT BETWEEN REFERENCE MARKS, TOO MUCH DIFFERENCE
 EJ1852'IN ELEVATION.
 EJ1852'
 EJ1852'ABOUT 3-1/2 MILES NORTH OF MALVERN, ON THE SOUTHEAST SIDE
 EJ1852'OF INTERSTATE HIGHWAY 30, IN THE SOUTHWEST CORNER OF THE
 EJ1852'NORTHWEST 1/4 OF SEC. 2, T-4-S, R-17-W, AND ON THE PROPERTY
 EJ1852'OF MR. EUGENE BAYER.  IT IS 66 FEET SOUTH SOUTHWEST OF A
 EJ1852'TRACK ROAD, 13 FEET WEST OF A 5 INCH PINE TREE, 13 FEET
 EJ1852'SOUTHEAST OF THE SOUTHEAST BANK OF THE HIGHWAY, 5 FEET EAST OF A
 EJ1852'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 EJ1852'STAMPED BUTTER 1963.
 EJ1852'
 EJ1852'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270
 EJ1852'AND STATE HIGHWAYS 84 AND 171 AT THE NORTHWEST EDGE OF MALVERN,
 EJ1852'GO NORTH ON HIGHWAY 270 FOR 0.1 MILE TO A PAVED SIDE ROAD RIGHT.
 EJ1852'TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.5 MILE TO A
 EJ1852'SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST FOR 1.3 MILES TO A
 EJ1852'REVERSE Y INTERSECTION.  CONTINUE NORTHERLY ON THE GRAVELED
 EJ1852'ROAD FOR 0.7 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND AND GO
 EJ1852'WESTERLY ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION.
 EJ1852'
 EJ1852'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEASTERLY
 EJ1852'ON INTERSTATE HIGHWAY 30 FOR ABOUT 0.6 MILE TO A CONCRETE
 EJ1852'OVERPASS AND THE AZIMUTH MARK IN THE NORTHWEST CORNER.  (THIS
 EJ1852'DISTANCE IS APPROXIMATE BECAUSE THE ROAD WAS UNDER CONSTRUCTION AT
 EJ1852'THIS TIME)
 EJ1852'
 EJ1852'REFERENCE MARK 1 IS 85 FEET NORTHEAST OF THE WITNESS POST,
 EJ1852'9 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD AND 5
 EJ1852'FEET SOUTHWEST OF A 5 INCH PINE.  THE MONUMENT PROJECTS 8
 EJ1852'INCHES AND THE DISK IS STAMPED BUTTER NO 1 1963.
 EJ1852'
 EJ1852'REFERENCE MARK 2 IS 83 FEET SOUTH OF THE WITNESS POST AND
 EJ1852'34 FEET EAST OF THE ROAD BANK.  THE MONUMENT PROJECTS 8
 EJ1852'INCHES AND THE DISK IS STAMPED BUTTER NO 2 1963.
 EJ1852'
 EJ1852'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 EJ1852'DRILL HOLE IN THE NORTHWEST END OF THE CONCRETE ABUTMENT
 EJ1852'OF THE OVERPASS.  IT IS 1 FOOT SOUTHWEST OF THE NORTHWEST
 EJ1852'END OF OVERPASS AND 18 FEET SOUTHWEST OF THE CENTERLINE OF
 EJ1852'THE OVERPASS.  IT IS STAMPED BUTTER 1963.
 EJ1852'
 EJ1852'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0925 ***********************************************************************
 DL0925  DESIGNATION -  BUZZARD CAP
 DL0925  PID         -  DL0925
 DL0925  STATE/COUNTY-  AR/MILLER
 DL0925  USGS QUAD   -  FULTON (1975)
 DL0925
 DL0925                         *CURRENT SURVEY CONTROL
 DL0925  ___________________________________________________________________
 DL0925* NAD 83(1986)-  33 32 06.     (N)    093 48 20.     (W)     SCALED    
 DL0925* NAVD 88     -        86.344  (meters)     283.28   (feet)  ADJUSTED  
 DL0925  ___________________________________________________________________
 DL0925  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL0925  DYNAMIC HT  -          86.253 (meters)     282.98  (feet)  COMP
 DL0925  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 DL0925
 DL0925  VERT ORDER  -  FIRST     CLASS I
 DL0925
 DL0925.The horizontal coordinates were scaled from a topographic map and have
 DL0925.an estimated accuracy of +/- 6 seconds.
 DL0925
 DL0925.The orthometric height was determined by differential leveling
 DL0925.and adjusted by the National Geodetic Survey in June 1991..
 DL0925
 DL0925.The geoid height was determined by GEOID03.
 DL0925
 DL0925.The dynamic height is computed by dividing the NAVD 88
 DL0925.geopotential number by the normal gravity value computed on the
 DL0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0925.degrees latitude (g = 980.6199 gals.).
 DL0925
 DL0925.The modeled gravity was interpolated from observed gravity values.
 DL0925
 DL0925;                    North         East    Units  Estimated Accuracy
 DL0925;SPC AR S     -   497,790.      232,310.      MT  (+/- 180 meters Scaled)
 DL0925
 DL0925                          SUPERSEDED SURVEY CONTROL
 DL0925
 DL0925  NGVD 29 (??/??/92)   86.395  (m)          283.45   (f) ADJ UNCH    1 1
 DL0925
 DL0925.Superseded values are not recommended for survey control.
 DL0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0925.See file dsdata.txt to determine how the superseded data were derived.
 DL0925
 DL0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT252108(NAD 83)
 DL0925_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0925_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0925_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0925
 DL0925  HISTORY     - Date     Condition        Report By
 DL0925  HISTORY     - UNK      MONUMENTED       USE
 DL0925  HISTORY     - 1963     GOOD             NGS
 DL0925
 DL0925                          STATION DESCRIPTION
 DL0925
 DL0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0925'5 MI S FROM FULTON.
 DL0925'THIS MARK IS THOUGHT TO BE NEAR THE CENTER OF SEC. 17, T. 14 S., R. 26
 DL0925'W., ABOUT 700 FEET NORTH OF A HOUSE OCCUPIED BY LEWIS GREENWOOD, ON
 DL0925'LAND OWNED BY A MR. DRISCOLL OF FORT WORTH, TEX., ABOUT 25 FEET WEST
 DL0925'OF A ROAD ALONG BUZZARD BLUFF AND ABOUT 1 FOOT SOUTH OF A BARN. THIS
 DL0925'MARK IS ABOUT 3.45 MILES BY ROAD NORTHERLY FROM THE CROSSROADS AT
 DL0925'HERVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0266 ***********************************************************************
 FF0266  DESIGNATION -  C 1
 FF0266  PID         -  FF0266
 FF0266  STATE/COUNTY-  AR/CRITTENDEN
 FF0266  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0266
 FF0266                         *CURRENT SURVEY CONTROL
 FF0266  ___________________________________________________________________
 FF0266* NAD 83(1986)-  35 08 09.     (N)    090 05 03.     (W)     SCALED    
 FF0266* NAVD 88     -        82.317  (meters)     270.07   (feet)  ADJUSTED  
 FF0266  ___________________________________________________________________
 FF0266  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0266  DYNAMIC HT  -          82.242 (meters)     269.82  (feet)  COMP
 FF0266  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 FF0266
 FF0266  VERT ORDER  -  FIRST     CLASS I
 FF0266
 FF0266.The horizontal coordinates were scaled from a topographic map and have
 FF0266.an estimated accuracy of +/- 6 seconds.
 FF0266
 FF0266.The orthometric height was determined by differential leveling
 FF0266.and adjusted by the National Geodetic Survey in June 1991..
 FF0266
 FF0266.The geoid height was determined by GEOID03.
 FF0266
 FF0266.The dynamic height is computed by dividing the NAVD 88
 FF0266.geopotential number by the normal gravity value computed on the
 FF0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0266.degrees latitude (g = 980.6199 gals.).
 FF0266
 FF0266.The modeled gravity was interpolated from observed gravity values.
 FF0266
 FF0266;                    North         East    Units  Estimated Accuracy
 FF0266;SPC AR N     -    90,730.      574,590.      MT  (+/- 180 meters Scaled)
 FF0266
 FF0266                          SUPERSEDED SURVEY CONTROL
 FF0266
 FF0266  NGVD 29 (??/??/??)   82.300  (m)          270.01   (f) ADJUSTED    1 1
 FF0266
 FF0266.Superseded values are not recommended for survey control.
 FF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0266.See file dsdata.txt to determine how the superseded data were derived.
 FF0266
 FF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU656919(NAD 83)
 FF0266_MARKER: DB = BENCH MARK DISK
 FF0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0266_SP_SET: BRIDGE ABUTMENT
 FF0266_STAMPING: ELEV 270.104 FEET C 1
 FF0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0266+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF0266
 FF0266  HISTORY     - Date     Condition        Report By
 FF0266  HISTORY     - 1916     MONUMENTED       CGS
 FF0266  HISTORY     - 1956     GOOD             CGS
 FF0266  HISTORY     - 1957     GOOD             CGS
 FF0266  HISTORY     - 20030127 GOOD             USACE
 FF0266
 FF0266                          STATION DESCRIPTION
 FF0266
 FF0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0266'0.7 MI E FROM BRIDGE JUNCTION.
 FF0266'0.7 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0266'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT BRIDGE JUNCTION,
 FF0266'ACROSS MISSISSIPPI RIVER FROM MEMPHIS, SHELBY COUNTY, TENNESSEE,
 FF0266'AT THE WEST END OF HARAHAN BRIDGE (MISSOURI PACIFIC RAILROAD)
 FF0266'OVER MISSISSIPPI RIVER, 5 1/2 FEET SOUTH OF SOUTH RAIL OF SOUTH
 FF0266'TRACK, IN THE TOP OF CONCRETE RETAINING WALL EXTENDING WEST
 FF0266'FROM THE SOUTH END OF WEST ABUTMENT OF BRIDGE, 6.9 FEET EAST OF
 FF0266'WEST END OF RETAINING WALL, 1 FOOT NORTH OF SOUTH EDGE OF WALL
 FF0266'AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- THE TOP
 FF0266'PORTION OF THE RETAINING WALL IS CRACKED AT A POINT JUST EAST OF
 FF0266'THE MARK AND IT APPEARS THAT THE MARK MAY BE SETTLING.
 FF0266
 FF0266                          STATION RECOVERY (1957)
 FF0266
 FF0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0266'RECOVERED IN GOOD CONDITION.
 FF0266
 FF0266                          STATION RECOVERY (2003)
 FF0266
 FF0266'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0020 ***********************************************************************
 EJ0020  DESIGNATION -  C 10
 EJ0020  PID         -  EJ0020
 EJ0020  STATE/COUNTY-  AR/LONOKE
 EJ0020  USGS QUAD   -  CABOT (1987)
 EJ0020
 EJ0020                         *CURRENT SURVEY CONTROL
 EJ0020  ___________________________________________________________________
 EJ0020* NAD 83(1986)-  34 58 20.     (N)    092 01 00.     (W)     SCALED    
 EJ0020* NAVD 88     -        87.948  (meters)     288.54   (feet)  ADJUSTED  
 EJ0020  ___________________________________________________________________
 EJ0020  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ0020  DYNAMIC HT  -          87.867 (meters)     288.28  (feet)  COMP
 EJ0020  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 EJ0020
 EJ0020  VERT ORDER  -  FIRST     CLASS II
 EJ0020
 EJ0020.The horizontal coordinates were scaled from a topographic map and have
 EJ0020.an estimated accuracy of +/- 6 seconds.
 EJ0020
 EJ0020.The orthometric height was determined by differential leveling
 EJ0020.and adjusted by the National Geodetic Survey in June 1991..
 EJ0020
 EJ0020.The geoid height was determined by GEOID03.
 EJ0020
 EJ0020.The dynamic height is computed by dividing the NAVD 88
 EJ0020.geopotential number by the normal gravity value computed on the
 EJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0020.degrees latitude (g = 980.6199 gals.).
 EJ0020
 EJ0020.The modeled gravity was interpolated from observed gravity values.
 EJ0020
 EJ0020;                    North         East    Units  Estimated Accuracy
 EJ0020;SPC AR S     -   655,730.      398,480.      MT  (+/- 180 meters Scaled)
 EJ0020
 EJ0020                          SUPERSEDED SURVEY CONTROL
 EJ0020
 EJ0020  NGVD 29 (??/??/92)   87.946  (m)          288.54   (f) ADJ UNCH    1 2
 EJ0020
 EJ0020.Superseded values are not recommended for survey control.
 EJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0020.See file dsdata.txt to determine how the superseded data were derived.
 EJ0020
 EJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU897704(NAD 83)
 EJ0020_MARKER: DB = BENCH MARK DISK
 EJ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0020_STAMPING: C 10 1931 288.536
 EJ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0020+STABILITY: SURFACE MOTION
 EJ0020
 EJ0020  HISTORY     - Date     Condition        Report By
 EJ0020  HISTORY     - 1931     MONUMENTED       CGS
 EJ0020  HISTORY     - 1955     GOOD             NGS
 EJ0020  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0020
 EJ0020                          STATION DESCRIPTION
 EJ0020
 EJ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0020'IN CABOT.
 EJ0020'AT CABOT, LONOKE COUNTY, 110 YARDS NORTHEAST OF THE MISSOURI PACIFIC
 EJ0020'RAILROAD STATION, AT THE MAIN STREET CROSSING, 52 FEET SOUTH OF THE
 EJ0020'CENTERLINE OF THE STREET, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE
 EJ0020'SOUTHEAST TRACK, 8 FEET SOUTH OF POLE 323/00, AND SET IN THE TOP OF A
 EJ0020'CONCRETE POST.
 EJ0020
 EJ0020                          STATION RECOVERY (1984)
 EJ0020
 EJ0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0419 ***********************************************************************
 FG0419  DESIGNATION -  C 100
 FG0419  PID         -  FG0419
 FG0419  STATE/COUNTY-  AR/FAULKNER
 FG0419  USGS QUAD   -  GLEASON (1991)
 FG0419
 FG0419                         *CURRENT SURVEY CONTROL
 FG0419  ___________________________________________________________________
 FG0419* NAD 83(1986)-  35 04 52.     (N)    092 30 23.     (W)     SCALED    
 FG0419* NAVD 88     -        97.762  (meters)     320.74   (feet)  ADJUSTED  
 FG0419  ___________________________________________________________________
 FG0419  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FG0419  DYNAMIC HT  -          97.670 (meters)     320.44  (feet)  COMP
 FG0419  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FG0419
 FG0419  VERT ORDER  -  SECOND    CLASS 0
 FG0419
 FG0419.The horizontal coordinates were scaled from a topographic map and have
 FG0419.an estimated accuracy of +/- 6 seconds.
 FG0419
 FG0419.The orthometric height was determined by differential leveling
 FG0419.and adjusted by the National Geodetic Survey in June 1991..
 FG0419
 FG0419.The geoid height was determined by GEOID03.
 FG0419
 FG0419.The dynamic height is computed by dividing the NAVD 88
 FG0419.geopotential number by the normal gravity value computed on the
 FG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0419.degrees latitude (g = 980.6199 gals.).
 FG0419
 FG0419.The modeled gravity was interpolated from observed gravity values.
 FG0419
 FG0419;                    North         East    Units  Estimated Accuracy
 FG0419;SPC AR N     -    83,080.      353,820.      MT  (+/- 180 meters Scaled)
 FG0419
 FG0419                          SUPERSEDED SURVEY CONTROL
 FG0419
 FG0419  NGVD 29 (??/??/92)   97.786  (m)          320.82   (f) ADJ UNCH    2 0
 FG0419
 FG0419.Superseded values are not recommended for survey control.
 FG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0419.See file dsdata.txt to determine how the superseded data were derived.
 FG0419
 FG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU449821(NAD 83)
 FG0419_MARKER: DB = BENCH MARK DISK
 FG0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0419_STAMPING: C 100 1935
 FG0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0419+STABILITY: SURFACE MOTION
 FG0419
 FG0419  HISTORY     - Date     Condition        Report By
 FG0419  HISTORY     - 1935     MONUMENTED       CGS
 FG0419  HISTORY     - 1951     MARK NOT FOUND   NGS
 FG0419
 FG0419                          STATION DESCRIPTION
 FG0419
 FG0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FG0419'4.1 MI W FROM CONWAY.
 FG0419'4.1 MILES WEST ALONG STATE HIGHWAY 60 FROM THE MISSOURI PACIFIC
 FG0419'RAILROAD STATION AT CONWAY, 0.5 MILE SOUTHEAST OF THE WEST END OF
 FG0419'P.A.P. 315-A, 0.15 MILE SOUTHWEST OF A STONE MONUMENT MARKING A
 FG0419'MILITARY ROAD AND INSCRIBED, LITTLE ROCK TO FT. SMITH 1819-1820, ABOUT
 FG0419'250 FEET SOUTHWEST OF THE MRS. MARY MOIZE HOUSE, 39 FEET NORTHWEST OF
 FG0419'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTHEAST OF A FENCE LINE. A
 FG0419'STANDARD DISK, STAMPED C 100 1935 AND SET IN THE TOP OF A CONCRETE
 FG0419'POST.  NOTE-- THE MARK IS NOW 20 FEET EAST OF A STORE NEWLY BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0790 ***********************************************************************
 EJ0790  DESIGNATION -  C 101
 EJ0790  PID         -  EJ0790
 EJ0790  STATE/COUNTY-  AR/PERRY
 EJ0790  USGS QUAD   -  THORNBURG (1984)
 EJ0790
 EJ0790                         *CURRENT SURVEY CONTROL
 EJ0790  ___________________________________________________________________
 EJ0790* NAD 83(1986)-  34 54 14.     (N)    092 51 35.     (W)     SCALED    
 EJ0790* NAVD 88     -       227.749  (meters)     747.21   (feet)  ADJUSTED  
 EJ0790  ___________________________________________________________________
 EJ0790  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 EJ0790  DYNAMIC HT  -         227.525 (meters)     746.47  (feet)  COMP
 EJ0790  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 EJ0790
 EJ0790  VERT ORDER  -  SECOND    CLASS 0
 EJ0790
 EJ0790.The horizontal coordinates were scaled from a topographic map and have
 EJ0790.an estimated accuracy of +/- 6 seconds.
 EJ0790
 EJ0790.The orthometric height was determined by differential leveling
 EJ0790.and adjusted by the National Geodetic Survey in June 1991..
 EJ0790
 EJ0790.The geoid height was determined by GEOID03.
 EJ0790
 EJ0790.The dynamic height is computed by dividing the NAVD 88
 EJ0790.geopotential number by the normal gravity value computed on the
 EJ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0790.degrees latitude (g = 980.6199 gals.).
 EJ0790
 EJ0790.The modeled gravity was interpolated from observed gravity values.
 EJ0790
 EJ0790;                    North         East    Units  Estimated Accuracy
 EJ0790;SPC AR N     -    63,640.      321,430.      MT  (+/- 180 meters Scaled)
 EJ0790
 EJ0790                          SUPERSEDED SURVEY CONTROL
 EJ0790
 EJ0790  NGVD 29 (??/??/92)  227.759  (m)          747.24   (f) ADJ UNCH    2 0
 EJ0790
 EJ0790.Superseded values are not recommended for survey control.
 EJ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0790.See file dsdata.txt to determine how the superseded data were derived.
 EJ0790
 EJ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU128623(NAD 83)
 EJ0790_MARKER: DB = BENCH MARK DISK
 EJ0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0790_SP_SET: MONUMENT
 EJ0790_STAMPING: C-101 1935
 EJ0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0790
 EJ0790  HISTORY     - Date     Condition        Report By
 EJ0790  HISTORY     - 1935     MONUMENTED       CGS
 EJ0790  HISTORY     - 1939     GOOD             NGS
 EJ0790  HISTORY     - 1968     GOOD             USE
 EJ0790
 EJ0790                          STATION DESCRIPTION
 EJ0790
 EJ0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0790'5.3 MI SW FROM THORNBURG.
 EJ0790'2.2 MILES SOUTH AND 3.1 MILES WEST OF-- IN SOUTHEAST QUARTER OF
 EJ0790'SECTION 13, TOWNSHIP 3 NORTH, RANGE WEST.  TO REACH C-101 FROM THE
 EJ0790'CHURCH AND CEMETERY IN THORNBURG, ARKANSAS, WHICH IS 0.1 MILE WEST OF
 EJ0790'STATE HIGHWAY NO. 9 AND 10, TAKE THE NATIONAL FOREST MAINTAINED ROAD
 EJ0790'NO. 86 (KNOWN AS THE HOLLIS-THORNBURG ROAD) IN A SOUTHWESTERLY
 EJ0790'DIRECTION FOR 1.4 MILES TO FORK OF NATIONAL FOREST MAINTAINED ROADS
 EJ0790'NOS. 86 AND 210-2, THEN LEFT ON ROAD NO. 86 FOR 2.4 MILES TO THE
 EJ0790'RESIDENCE OF MR. EVERETT SEXTON AND THE MARK.  MARK IS LOCATED 0.25
 EJ0790'MILE SOUTH OF A CONCRETE BRIDGE OVER MAUMELLE CREEK, IN YARD AND 61
 EJ0790'FEET SOUTHEAST OF ROCK HOUSE OCCUPIED BY EVERETT SEXTON, 22 FEET
 EJ0790'NORTHWEST OF 18 INCH GUM TREE USED AS YARD FENCE CORNER, AND 78 FEET
 EJ0790'NORTHEAST OF THE CENTERLINE OF THE ROAD.  A USC AND GS CONCRETE
 EJ0790'MONUMENT WITH STANDARD DISK STAMPED C-101 1935, AND PROTRUDING 8
 EJ0790'INCHES ABOVE THE GROUND.
 EJ0790
 EJ0790                          STATION RECOVERY (1968)
 EJ0790
 EJ0790'RECOVERY NOTE BY US ENGINEERS 1968
 EJ0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0832 ***********************************************************************
 EJ0832  DESIGNATION -  C 103
 EJ0832  PID         -  EJ0832
 EJ0832  STATE/COUNTY-  AR/PERRY
 EJ0832  USGS QUAD   -  APLIN (1984)
 EJ0832
 EJ0832                         *CURRENT SURVEY CONTROL
 EJ0832  ___________________________________________________________________
 EJ0832* NAD 83(1986)-  34 54 30.     (N)    092 59 22.     (W)     SCALED    
 EJ0832* NAVD 88     -       261.353  (meters)     857.46   (feet)  ADJUSTED  
 EJ0832  ___________________________________________________________________
 EJ0832  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EJ0832  DYNAMIC HT  -         261.097 (meters)     856.62  (feet)  COMP
 EJ0832  MODELED GRAV-     979,646.8   (mgal)                       NAVD 88
 EJ0832
 EJ0832  VERT ORDER  -  SECOND    CLASS 0
 EJ0832
 EJ0832.The horizontal coordinates were scaled from a topographic map and have
 EJ0832.an estimated accuracy of +/- 6 seconds.
 EJ0832
 EJ0832.The orthometric height was determined by differential leveling
 EJ0832.and adjusted by the National Geodetic Survey in June 1991..
 EJ0832
 EJ0832.The geoid height was determined by GEOID03.
 EJ0832
 EJ0832.The dynamic height is computed by dividing the NAVD 88
 EJ0832.geopotential number by the normal gravity value computed on the
 EJ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0832.degrees latitude (g = 980.6199 gals.).
 EJ0832
 EJ0832.The modeled gravity was interpolated from observed gravity values.
 EJ0832
 EJ0832;                    North         East    Units  Estimated Accuracy
 EJ0832;SPC AR N     -    64,250.      309,580.      MT  (+/- 180 meters Scaled)
 EJ0832
 EJ0832                          SUPERSEDED SURVEY CONTROL
 EJ0832
 EJ0832  NGVD 29 (??/??/92)  261.351  (m)          857.45   (f) ADJ UNCH    2 0
 EJ0832
 EJ0832.Superseded values are not recommended for survey control.
 EJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0832.See file dsdata.txt to determine how the superseded data were derived.
 EJ0832
 EJ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU009628(NAD 83)
 EJ0832_MARKER: DB = BENCH MARK DISK
 EJ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0832_STAMPING: C 103 1935
 EJ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0832+STABILITY: SURFACE MOTION
 EJ0832
 EJ0832  HISTORY     - Date     Condition        Report By
 EJ0832  HISTORY     - 1935     MONUMENTED       CGS
 EJ0832  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0832
 EJ0832                          STATION DESCRIPTION
 EJ0832
 EJ0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0832'5.3 MI SE FROM APLIN.
 EJ0832'5.3 MILES SOUTHEAST ALONG THE ROAD LEADING PAST THE ED DOYLE PLACE
 EJ0832'FROM THE STEEL BRIDGE OVER ROCK CREEK AT APLIN, PERRY COUNTY, 2.2
 EJ0832'MILES SOUTH OF THE ED DOYLE HOUSE, 0.5 MILE NORTH OF THE INTERSECTION
 EJ0832'OF THE SPRING MOUNTAIN ROAD, 125 FEET EAST OF A SMALL STREAM ACROSS
 EJ0832'THE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 13.4 FEET
 EJ0832'SOUTHEAST OF A 30-INCH BLAZED PINE TREE.  A STANDARD DISK, STAMPED C
 EJ0832'103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1054 ***********************************************************************
 EJ1054  DESIGNATION -  C 104
 EJ1054  PID         -  EJ1054
 EJ1054  STATE/COUNTY-  AR/PERRY
 EJ1054  USGS QUAD   -  NIMROD SE (1968)
 EJ1054
 EJ1054                         *CURRENT SURVEY CONTROL
 EJ1054  ___________________________________________________________________
 EJ1054* NAD 83(1986)-  34 48 02.     (N)    093 06 33.     (W)     SCALED    
 EJ1054* NAVD 88     -       233.903  (meters)     767.40   (feet)  ADJUSTED  
 EJ1054  ___________________________________________________________________
 EJ1054  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 EJ1054  DYNAMIC HT  -         233.669 (meters)     766.63  (feet)  COMP
 EJ1054  MODELED GRAV-     979,631.0   (mgal)                       NAVD 88
 EJ1054
 EJ1054  VERT ORDER  -  SECOND    CLASS 0
 EJ1054
 EJ1054.The horizontal coordinates were scaled from a topographic map and have
 EJ1054.an estimated accuracy of +/- 6 seconds.
 EJ1054
 EJ1054.The orthometric height was determined by differential leveling
 EJ1054.and adjusted by the National Geodetic Survey in June 1991..
 EJ1054
 EJ1054.The geoid height was determined by GEOID03.
 EJ1054
 EJ1054.The dynamic height is computed by dividing the NAVD 88
 EJ1054.geopotential number by the normal gravity value computed on the
 EJ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1054.degrees latitude (g = 980.6199 gals.).
 EJ1054
 EJ1054.The modeled gravity was interpolated from observed gravity values.
 EJ1054
 EJ1054;                    North         East    Units  Estimated Accuracy
 EJ1054;SPC AR N     -    52,410.      298,500.      MT  (+/- 180 meters Scaled)
 EJ1054
 EJ1054                          SUPERSEDED SURVEY CONTROL
 EJ1054
 EJ1054  NGVD 29 (??/??/92)  233.880  (m)          767.32   (f) ADJ UNCH    2 0
 EJ1054
 EJ1054.Superseded values are not recommended for survey control.
 EJ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1054.See file dsdata.txt to determine how the superseded data were derived.
 EJ1054
 EJ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU900509(NAD 83)
 EJ1054_MARKER: DB = BENCH MARK DISK
 EJ1054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1054_SP_SET: HANDRAIL
 EJ1054_STAMPING: C-104 1935
 EJ1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1054
 EJ1054  HISTORY     - Date     Condition        Report By
 EJ1054  HISTORY     - 1935     MONUMENTED       CGS
 EJ1054  HISTORY     - 1968     GOOD             USE
 EJ1054
 EJ1054                          STATION DESCRIPTION
 EJ1054
 EJ1054'DESCRIBED BY US ENGINEERS 1968
 EJ1054'5.0 MI S FROM HOLLIS.
 EJ1054'4.9 MILES SOUTH AND 0.1 MILE EAST OF-- IN THE SOUTHWEST QUARTER OF
 EJ1054'SECTION 23, TOWNSHIP 2 NORTH, RANGE 20 WEST.  TO REACH C-104 FROM THE
 EJ1054'STATE HIGHWAY NO. 7 BRIDGE OVER SOUTH FORK FOURCHE LA FAVE RIVER AT
 EJ1054'HOLLIS, GO SOUTHEAST ALONG STATE HIGHWAY NO. 7 FOR ABOUT 5.9 MILES TO
 EJ1054'A CONCRETE BRIDGE AND THE MARK OVER DRY CREEK, WHICH IS ABOUT 2.7
 EJ1054'MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY NO. 7 AND A NATIONAL
 EJ1054'FOREST MAINTAINED GRAVEL ROAD WHICH HEADS WESTERLY TO ONYX, YELL
 EJ1054'COUNTY.  MARK IS IN THE TOP OF THE SOUTHWEST WING WALL OF THE DRY
 EJ1054'CREEK BRIDGE, 13.8 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 7,
 EJ1054'AND 0.3 FOOT SOUTHWEST OF THE SOUTHWEST END OF THE HANDRAIL.  A USC
 EJ1054'AND GS STANDARD DISK, STAMPED C-104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1024 ***********************************************************************
 EJ1024  DESIGNATION -  C 105
 EJ1024  PID         -  EJ1024
 EJ1024  STATE/COUNTY-  AR/GARLAND
 EJ1024  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1024
 EJ1024                         *CURRENT SURVEY CONTROL
 EJ1024  ___________________________________________________________________
 EJ1024* NAD 83(1986)-  34 37 12.     (N)    093 15 19.     (W)     SCALED    
 EJ1024* NAVD 88     -       143.862  (meters)     471.99   (feet)  ADJUSTED  
 EJ1024  ___________________________________________________________________
 EJ1024  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EJ1024  DYNAMIC HT  -         143.721 (meters)     471.52  (feet)  COMP
 EJ1024  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EJ1024
 EJ1024  VERT ORDER  -  SECOND    CLASS 0
 EJ1024
 EJ1024.The horizontal coordinates were scaled from a topographic map and have
 EJ1024.an estimated accuracy of +/- 6 seconds.
 EJ1024
 EJ1024.The orthometric height was determined by differential leveling
 EJ1024.and adjusted by the National Geodetic Survey in June 1991..
 EJ1024
 EJ1024.The geoid height was determined by GEOID03.
 EJ1024
 EJ1024.The dynamic height is computed by dividing the NAVD 88
 EJ1024.geopotential number by the normal gravity value computed on the
 EJ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1024.degrees latitude (g = 980.6199 gals.).
 EJ1024
 EJ1024.The modeled gravity was interpolated from observed gravity values.
 EJ1024
 EJ1024;                    North         East    Units  Estimated Accuracy
 EJ1024;SPC AR S     -   617,360.      284,890.      MT  (+/- 180 meters Scaled)
 EJ1024
 EJ1024                          SUPERSEDED SURVEY CONTROL
 EJ1024
 EJ1024  NGVD 29 (??/??/92)  143.837  (m)          471.91   (f) ADJ UNCH    2 0
 EJ1024
 EJ1024.Superseded values are not recommended for survey control.
 EJ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1024.See file dsdata.txt to determine how the superseded data were derived.
 EJ1024
 EJ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU765309(NAD 83)
 EJ1024_MARKER: DB = BENCH MARK DISK
 EJ1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1024_STAMPING: C 105 1935
 EJ1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1024+STABILITY: SURFACE MOTION
 EJ1024
 EJ1024  HISTORY     - Date     Condition        Report By
 EJ1024  HISTORY     - 1935     MONUMENTED       CGS
 EJ1024  HISTORY     - 1939     GOOD             NGS
 EJ1024
 EJ1024                          STATION DESCRIPTION
 EJ1024
 EJ1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1024'1.2 MI E FROM BLAKELY CAMP.
 EJ1024'1.2 MILES EAST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE 1935
 EJ1024'LOCATION OF BLAKELY CAMP, GARLAND COUNTY, 0.8 MILE WEST OF A LOW-WATER
 EJ1024'BRIDGE OVER BLAKELY CREEK, 120 FEET SOUTHWEST OF A WOODEN BRIDGE OVER
 EJ1024'A SMALL BRANCH, AT THE SITE OF AN OLD HOUSE, IN A GROVE OF OAK TREES,
 EJ1024'AND 34.4 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 EJ1024'STAMPED C 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0798 ***********************************************************************
 FG0798  DESIGNATION -  C 107
 FG0798  PID         -  FG0798
 FG0798  STATE/COUNTY-  AR/NEWTON
 FG0798  USGS QUAD   -  MURRAY (1968)
 FG0798
 FG0798                         *CURRENT SURVEY CONTROL
 FG0798  ___________________________________________________________________
 FG0798* NAD 83(1986)-  35 57 01.     (N)    093 17 25.     (W)     SCALED    
 FG0798* NAVD 88     -       300.444  (meters)     985.71   (feet)  ADJUSTED  
 FG0798  ___________________________________________________________________
 FG0798  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0798  DYNAMIC HT  -         300.168 (meters)     984.80  (feet)  COMP
 FG0798  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FG0798
 FG0798  VERT ORDER  -  SECOND    CLASS 0
 FG0798
 FG0798.The horizontal coordinates were scaled from a topographic map and have
 FG0798.an estimated accuracy of +/- 6 seconds.
 FG0798
 FG0798.The orthometric height was determined by differential leveling
 FG0798.and adjusted by the National Geodetic Survey in June 1991..
 FG0798
 FG0798.The geoid height was determined by GEOID03.
 FG0798
 FG0798.The dynamic height is computed by dividing the NAVD 88
 FG0798.geopotential number by the normal gravity value computed on the
 FG0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0798.degrees latitude (g = 980.6199 gals.).
 FG0798
 FG0798.The modeled gravity was interpolated from observed gravity values.
 FG0798
 FG0798;                    North         East    Units  Estimated Accuracy
 FG0798;SPC AR N     -   180,150.      283,600.      MT  (+/- 180 meters Scaled)
 FG0798
 FG0798                          SUPERSEDED SURVEY CONTROL
 FG0798
 FG0798  NGVD 29 (??/??/92)  300.358  (m)          985.42   (f) ADJ UNCH    2 0
 FG0798
 FG0798.Superseded values are not recommended for survey control.
 FG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0798.See file dsdata.txt to determine how the superseded data were derived.
 FG0798
 FG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV738784(NAD 83)
 FG0798_MARKER: DB = BENCH MARK DISK
 FG0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0798_STAMPING: C 107 1935
 FG0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0798+STABILITY: SURFACE MOTION
 FG0798
 FG0798  HISTORY     - Date     Condition        Report By
 FG0798  HISTORY     - 1935     MONUMENTED       CGS
 FG0798
 FG0798                          STATION DESCRIPTION
 FG0798
 FG0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0798'3.5 MI SW FROM PARTHENON.
 FG0798'3.5 MILES SOUTHWEST ALONG THE SWAIN ROAD FROM THE POST OFFICE AT
 FG0798'PARTHENON, NEWTON COUNTY, 450 FEET SOUTH OF LITTLE BUFFALO CREEK, 400
 FG0798'FEET SOUTHEAST OF THE STEVE WILLIS FARMHOUSE, 52 FEET NORTH OF THE
 FG0798'CENTERLINE OF THE ROAD, 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FG0798'A BARN, 25 FEET EAST OF A SOUTHWEST FENCE CORNER, AND 1 1/2 FEET SOUTH
 FG0798'OF A FENCE.  A STANDARD DISK, STAMPED C 107 1935 AND SET IN THE TOP OF
 FG0798'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1844 ***********************************************************************
 EH1844  DESIGNATION -  C 108
 EH1844  PID         -  EH1844
 EH1844  STATE/COUNTY-  AR/LONOKE
 EH1844  USGS QUAD   -  LONOKE (1982)
 EH1844
 EH1844                         *CURRENT SURVEY CONTROL
 EH1844  ___________________________________________________________________
 EH1844* NAD 83(1986)-  34 48 22.     (N)    091 52 59.     (W)     SCALED    
 EH1844* NAVD 88     -        72.196  (meters)     236.86   (feet)  ADJUSTED  
 EH1844  ___________________________________________________________________
 EH1844  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH1844  DYNAMIC HT  -          72.128 (meters)     236.64  (feet)  COMP
 EH1844  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 EH1844
 EH1844  VERT ORDER  -  FIRST     CLASS II
 EH1844
 EH1844.The horizontal coordinates were scaled from a topographic map and have
 EH1844.an estimated accuracy of +/- 6 seconds.
 EH1844
 EH1844.The orthometric height was determined by differential leveling
 EH1844.and adjusted by the National Geodetic Survey in June 1991..
 EH1844
 EH1844.The geoid height was determined by GEOID03.
 EH1844
 EH1844.The dynamic height is computed by dividing the NAVD 88
 EH1844.geopotential number by the normal gravity value computed on the
 EH1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1844.degrees latitude (g = 980.6199 gals.).
 EH1844
 EH1844.The modeled gravity was interpolated from observed gravity values.
 EH1844
 EH1844;                    North         East    Units  Estimated Accuracy
 EH1844;SPC AR S     -   637,310.      410,700.      MT  (+/- 180 meters Scaled)
 EH1844
 EH1844                          SUPERSEDED SURVEY CONTROL
 EH1844
 EH1844  NGVD 29 (??/??/??)   72.207  (m)          236.90   (f) ADJUSTED    1 2
 EH1844
 EH1844.Superseded values are not recommended for survey control.
 EH1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1844.See file dsdata.txt to determine how the superseded data were derived.
 EH1844
 EH1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU021521(NAD 83)
 EH1844_MARKER: DB = BENCH MARK DISK
 EH1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1844_SP_SET: CULVERT
 EH1844_STAMPING: C 108 1954
 EH1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1844
 EH1844  HISTORY     - Date     Condition        Report By
 EH1844  HISTORY     - 1954     MONUMENTED       CGS
 EH1844  HISTORY     - 1967     GOOD             CGS
 EH1844  HISTORY     - 20030609 MARK NOT FOUND   USACE
 EH1844
 EH1844                          STATION DESCRIPTION
 EH1844
 EH1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1844'2.1 MI N FROM LONOKE.
 EH1844'IT IS 2.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK
 EH1844'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, 18 FEET SOUTH OF THE
 EH1844'CENTER OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 EH1844'LEADING EAST AND CEMENTED IN A DRILL HOLE IN THE WEST END OF THE SOUTH
 EH1844'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 EH1844
 EH1844                          STATION RECOVERY (2003)
 EH1844
 EH1844'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2207 ***********************************************************************
 EH2207  DESIGNATION -  C 109
 EH2207  PID         -  EH2207
 EH2207  STATE/COUNTY-  AR/PRAIRIE
 EH2207  USGS QUAD   -  HAZEN (1994)
 EH2207
 EH2207                         *CURRENT SURVEY CONTROL
 EH2207  ___________________________________________________________________
 EH2207* NAD 83(1986)-  34 46 48.     (N)    091 34 01.     (W)     SCALED    
 EH2207* NAVD 88     -        69.249  (meters)     227.19   (feet)  ADJUSTED  
 EH2207  ___________________________________________________________________
 EH2207  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2207  DYNAMIC HT  -          69.184 (meters)     226.98  (feet)  COMP
 EH2207  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 EH2207
 EH2207  VERT ORDER  -  FIRST     CLASS II
 EH2207
 EH2207.The horizontal coordinates were scaled from a topographic map and have
 EH2207.an estimated accuracy of +/- 6 seconds.
 EH2207
 EH2207.The orthometric height was determined by differential leveling
 EH2207.and adjusted by the National Geodetic Survey in June 1991..
 EH2207
 EH2207.The geoid height was determined by GEOID03.
 EH2207
 EH2207.The dynamic height is computed by dividing the NAVD 88
 EH2207.geopotential number by the normal gravity value computed on the
 EH2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2207.degrees latitude (g = 980.6199 gals.).
 EH2207
 EH2207.The modeled gravity was interpolated from observed gravity values.
 EH2207
 EH2207;                    North         East    Units  Estimated Accuracy
 EH2207;SPC AR S     -   634,490.      439,640.      MT  (+/- 180 meters Scaled)
 EH2207
 EH2207                          SUPERSEDED SURVEY CONTROL
 EH2207
 EH2207  NGVD 29 (??/??/??)   69.254  (m)          227.21   (f) ADJUSTED    1 2
 EH2207
 EH2207.Superseded values are not recommended for survey control.
 EH2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2207.See file dsdata.txt to determine how the superseded data were derived.
 EH2207
 EH2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311495(NAD 83)
 EH2207_MARKER: DB = BENCH MARK DISK
 EH2207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2207_SP_SET: CULVERT
 EH2207_STAMPING: C 109 1954
 EH2207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2207+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2207
 EH2207  HISTORY     - Date     Condition        Report By
 EH2207  HISTORY     - 1954     MONUMENTED       CGS
 EH2207  HISTORY     - 20030610 GOOD             USACE
 EH2207
 EH2207                          STATION DESCRIPTION
 EH2207
 EH2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2207'0.75 MI E FROM HAZEN.
 EH2207'0.75 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2207'FROM THE STATION AT HAZEN, 5 RAILS EAST OF THE CROSSING OF STATE
 EH2207'HIGHWAY 11, 9.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4 FEET
 EH2207'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 EH2207'SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
 EH2207
 EH2207                          STATION RECOVERY (2003)
 EH2207
 EH2207'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0624 ***********************************************************************
 EJ0624  DESIGNATION -  C 11
 EJ0624  PID         -  EJ0624
 EJ0624  STATE/COUNTY-  AR/JEFFERSON
 EJ0624  USGS QUAD   -  PINE BLUFF (1984)
 EJ0624
 EJ0624                         *CURRENT SURVEY CONTROL
 EJ0624  ___________________________________________________________________
 EJ0624* NAD 83(1986)-  34 12 42.     (N)    092 01 51.     (W)     SCALED    
 EJ0624* NAVD 88     -        70.710  (meters)     231.99   (feet)  ADJUSTED  
 EJ0624  ___________________________________________________________________
 EJ0624  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EJ0624  DYNAMIC HT  -          70.642 (meters)     231.76  (feet)  COMP
 EJ0624  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 EJ0624
 EJ0624  VERT ORDER  -  SECOND    CLASS 0
 EJ0624
 EJ0624.The horizontal coordinates were scaled from a topographic map and have
 EJ0624.an estimated accuracy of +/- 6 seconds.
 EJ0624
 EJ0624.The orthometric height was determined by differential leveling
 EJ0624.and adjusted by the National Geodetic Survey in June 1991..
 EJ0624
 EJ0624.The geoid height was determined by GEOID03.
 EJ0624
 EJ0624.The dynamic height is computed by dividing the NAVD 88
 EJ0624.geopotential number by the normal gravity value computed on the
 EJ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0624.degrees latitude (g = 980.6199 gals.).
 EJ0624
 EJ0624.The modeled gravity was interpolated from observed gravity values.
 EJ0624
 EJ0624;                    North         East    Units  Estimated Accuracy
 EJ0624;SPC AR S     -   571,360.      397,160.      MT  (+/- 180 meters Scaled)
 EJ0624
 EJ0624                          SUPERSEDED SURVEY CONTROL
 EJ0624
 EJ0624  NGVD 29 (??/??/92)   70.797  (m)          232.27   (f) ADJ UNCH    2 0
 EJ0624
 EJ0624.Superseded values are not recommended for survey control.
 EJ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0624.See file dsdata.txt to determine how the superseded data were derived.
 EJ0624
 EJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT892860(NAD 83)
 EJ0624_MARKER: DB = BENCH MARK DISK
 EJ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0624_STAMPING: 232.247 C 11 1932
 EJ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0624+STABILITY: SURFACE MOTION
 EJ0624
 EJ0624  HISTORY     - Date     Condition        Report By
 EJ0624  HISTORY     - 1932     MONUMENTED       CGS
 EJ0624  HISTORY     - 1934     GOOD             NGS
 EJ0624  HISTORY     - 1984     GOOD             NGS
 EJ0624
 EJ0624                          STATION DESCRIPTION
 EJ0624
 EJ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EJ0624'IN PINE BLUFF.
 EJ0624'JEFFERSON COUNTY, AT THE SOUTHWEST EDGE OF TOWN, ON THE ST. LOUIS
 EJ0624'SOUTHWESTERN RAILWAY, OPPOSITE THE TWENTY-NINTH POLE WEST OF MILEPOST
 EJ0624'269, AT THE WEST SEVENTEENTH STREET CROSSING, 62 FEET WEST OF THE
 EJ0624'CENTER LINE OF THE TRACK, 38 FEET SOUTH OF THE CENTER LINE OF THE
 EJ0624'PAVED ROAD, AND 7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK
 EJ0624'BUILDING OCCUPIED (IN 1932) BY BOBOS CASH FLOUR AND FEED CO.  A
 EJ0624'STANDARD DISK, STAMPED 232.247 C 11 1932 AND SET IN THE TOP OF A
 EJ0624'CONCRETE POST.
 EJ0624
 EJ0624                          STATION RECOVERY (1934)
 EJ0624
 EJ0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0624'RECOVERED IN GOOD CONDITION.
 EJ0624
 EJ0624                          STATION RECOVERY (1984)
 EJ0624
 EJ0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0624'NEW DESC: MARK IS LOCATED IN THE SOUTHEAST EDGE OF TWON AT THE WEST
 EJ0624'SEVENTEEN STREET CROSSING AF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1989 ***********************************************************************
 EH1989  DESIGNATION -  C 110
 EH1989  PID         -  EH1989
 EH1989  STATE/COUNTY-  AR/PRAIRIE
 EH1989  USGS QUAD   -  DES ARC WEST (1994)
 EH1989
 EH1989                         *CURRENT SURVEY CONTROL
 EH1989  ___________________________________________________________________
 EH1989* NAD 83(1986)-  34 54 00.     (N)    091 35 45.     (W)     SCALED    
 EH1989* NAVD 88     -        62.964  (meters)     206.57   (feet)  ADJUSTED  
 EH1989  ___________________________________________________________________
 EH1989  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH1989  DYNAMIC HT  -          62.905 (meters)     206.38  (feet)  COMP
 EH1989  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 EH1989
 EH1989  VERT ORDER  -  FIRST     CLASS II
 EH1989
 EH1989.The horizontal coordinates were scaled from a topographic map and have
 EH1989.an estimated accuracy of +/- 6 seconds.
 EH1989
 EH1989.The orthometric height was determined by differential leveling
 EH1989.and adjusted by the National Geodetic Survey in June 1991..
 EH1989
 EH1989.The geoid height was determined by GEOID03.
 EH1989
 EH1989.The dynamic height is computed by dividing the NAVD 88
 EH1989.geopotential number by the normal gravity value computed on the
 EH1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1989.degrees latitude (g = 980.6199 gals.).
 EH1989
 EH1989.The modeled gravity was interpolated from observed gravity values.
 EH1989
 EH1989;                    North         East    Units  Estimated Accuracy
 EH1989;SPC AR S     -   647,790.      436,940.      MT  (+/- 180 meters Scaled)
 EH1989
 EH1989                          SUPERSEDED SURVEY CONTROL
 EH1989
 EH1989  NGVD 29 (??/??/??)   62.970  (m)          206.59   (f) ADJUSTED    1 2
 EH1989
 EH1989.Superseded values are not recommended for survey control.
 EH1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1989.See file dsdata.txt to determine how the superseded data were derived.
 EH1989
 EH1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU282628(NAD 83)
 EH1989_MARKER: DB = BENCH MARK DISK
 EH1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1989_STAMPING: C 110 1954
 EH1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1989+STABILITY: SURFACE MOTION
 EH1989
 EH1989  HISTORY     - Date     Condition        Report By
 EH1989  HISTORY     - 1954     MONUMENTED       CGS
 EH1989
 EH1989                          STATION DESCRIPTION
 EH1989
 EH1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1989'10.8 MI N FROM HAZEN.
 EH1989'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1989'THE STATION AT HAZEN, THENCE 7.7 MILES NORTH ALONG STATE HIGHWAY 11,
 EH1989'THENCE 0.85 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE
 EH1989'WEST ALONG A DIRT ROAD, THENCE 0.9 MILE WEST ALONG A WINDING WOODS
 EH1989'ROAD, THENCE 0.25 MILE NORTHWEST ALONG A FIELD ROAD, 0.2 MILE
 EH1989'NORTHWEST OF A SMALL WOODEN BRIDGE, 0.5 MILE EAST OF A FARMHOUSE, 47
 EH1989'FEET NORTH OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHWEST OF A
 EH1989'FORKED OAK TREE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 EH1989'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1654 ***********************************************************************
 EH1654  DESIGNATION -  C 113
 EH1654  PID         -  EH1654
 EH1654  STATE/COUNTY-  AR/ARKANSAS
 EH1654  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1654
 EH1654                         *CURRENT SURVEY CONTROL
 EH1654  ___________________________________________________________________
 EH1654* NAD 83(1986)-  34 24 20.     (N)    091 32 33.     (W)     SCALED    
 EH1654* NAVD 88     -        61.324  (meters)     201.19   (feet)  ADJUSTED  
 EH1654  ___________________________________________________________________
 EH1654  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH1654  DYNAMIC HT  -          61.265 (meters)     201.00  (feet)  COMP
 EH1654  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 EH1654
 EH1654  VERT ORDER  -  FIRST     CLASS II
 EH1654
 EH1654.The horizontal coordinates were scaled from a topographic map and have
 EH1654.an estimated accuracy of +/- 6 seconds.
 EH1654
 EH1654.The orthometric height was determined by differential leveling
 EH1654.and adjusted by the National Geodetic Survey in August 1993..
 EH1654
 EH1654.The geoid height was determined by GEOID03.
 EH1654
 EH1654.The dynamic height is computed by dividing the NAVD 88
 EH1654.geopotential number by the normal gravity value computed on the
 EH1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1654.degrees latitude (g = 980.6199 gals.).
 EH1654
 EH1654.The modeled gravity was interpolated from observed gravity values.
 EH1654
 EH1654;                    North         East    Units  Estimated Accuracy
 EH1654;SPC AR S     -   592,960.      442,060.      MT  (+/- 180 meters Scaled)
 EH1654
 EH1654                          SUPERSEDED SURVEY CONTROL
 EH1654
 EH1654  NAVD 88 (06/15/91)   61.365  (m)          201.33   (f) UNKNOWN     1 2
 EH1654  NGVD 29 (??/??/??)   61.375  (m)          201.36   (f) ADJUSTED    1 2
 EH1654
 EH1654.Superseded values are not recommended for survey control.
 EH1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1654.See file dsdata.txt to determine how the superseded data were derived.
 EH1654
 EH1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU339080(NAD 83)
 EH1654_MARKER: DB = BENCH MARK DISK
 EH1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1654_STAMPING: C 113 1954
 EH1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1654+STABILITY: SURFACE MOTION
 EH1654
 EH1654  HISTORY     - Date     Condition        Report By
 EH1654  HISTORY     - 1954     MONUMENTED       CGS
 EH1654  HISTORY     - 20030619 MARK NOT FOUND   USACE
 EH1654
 EH1654                          STATION DESCRIPTION
 EH1654
 EH1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1654'6.1 MI S FROM STUTTGART.
 EH1654'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1654'MEMORIAL HOSPITAL AT STUTTART, THENCE 0.6 MILE EAST ALONG STATE
 EH1654'HIGHWAYS 11 AND 30, THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 11, 53
 EH1654'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE
 EH1654'CENTER LINE OF AN EAST AND WEST ROAD, 22 FEET SOUTH OF THE CENTER OF A
 EH1654'STEEL GATE, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 EH1654'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 EH1654'GROUND.  1.0 MILE NORTH OF BENCH MARK B 113.
 EH1654
 EH1654                          STATION RECOVERY (2003)
 EH1654
 EH1654'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2361 ***********************************************************************
 EH2361  DESIGNATION -  C 114
 EH2361  PID         -  EH2361
 EH2361  STATE/COUNTY-  AR/PRAIRIE
 EH2361  USGS QUAD   -  SLOVAK (1994)
 EH2361
 EH2361                         *CURRENT SURVEY CONTROL
 EH2361  ___________________________________________________________________
 EH2361* NAD 83(1986)-  34 37 32.     (N)    091 33 18.     (W)     SCALED    
 EH2361* NAVD 88     -        66.720  (meters)     218.90   (feet)  ADJUSTED  
 EH2361  ___________________________________________________________________
 EH2361  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH2361  DYNAMIC HT  -          66.657 (meters)     218.69  (feet)  COMP
 EH2361  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 EH2361
 EH2361  VERT ORDER  -  FIRST     CLASS II
 EH2361
 EH2361.The horizontal coordinates were scaled from a topographic map and have
 EH2361.an estimated accuracy of +/- 6 seconds.
 EH2361
 EH2361.The orthometric height was determined by differential leveling
 EH2361.and adjusted by the National Geodetic Survey in June 1991..
 EH2361
 EH2361.The geoid height was determined by GEOID03.
 EH2361
 EH2361.The dynamic height is computed by dividing the NAVD 88
 EH2361.geopotential number by the normal gravity value computed on the
 EH2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2361.degrees latitude (g = 980.6199 gals.).
 EH2361
 EH2361.The modeled gravity was interpolated from observed gravity values.
 EH2361
 EH2361;                    North         East    Units  Estimated Accuracy
 EH2361;SPC AR S     -   617,360.      440,810.      MT  (+/- 180 meters Scaled)
 EH2361
 EH2361                          SUPERSEDED SURVEY CONTROL
 EH2361
 EH2361  NGVD 29 (??/??/??)   66.744  (m)          218.98   (f) ADJUSTED    1 2
 EH2361
 EH2361.Superseded values are not recommended for survey control.
 EH2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2361.See file dsdata.txt to determine how the superseded data were derived.
 EH2361
 EH2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324324(NAD 83)
 EH2361_MARKER: DB = BENCH MARK DISK
 EH2361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2361_SP_SET: CULVERT
 EH2361_STAMPING: C 114 1954
 EH2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2361+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 EH2361
 EH2361  HISTORY     - Date     Condition        Report By
 EH2361  HISTORY     - 1954     MONUMENTED       CGS
 EH2361  HISTORY     - 20030612 GOOD             USACE
 EH2361
 EH2361                          STATION DESCRIPTION
 EH2361
 EH2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2361'2.5 MI SE FROM SLOVAC.
 EH2361'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL
 EH2361'AT SLOVAC, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 11, 34 FEET NORTH
 EH2361'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 23 FEET WEST OF THE
 EH2361'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 EH2361'WEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 EH2361
 EH2361                          STATION RECOVERY (2003)
 EH2361
 EH2361'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1416 ***********************************************************************
 EH1416  DESIGNATION -  C 115
 EH1416  PID         -  EH1416
 EH1416  STATE/COUNTY-  AR/ARKANSAS
 EH1416  USGS QUAD   -  ALMYRA (1968)
 EH1416
 EH1416                         *CURRENT SURVEY CONTROL
 EH1416  ___________________________________________________________________
 EH1416* NAD 83(1986)-  34 27 39.     (N)    091 24 59.     (W)     SCALED    
 EH1416* NAVD 88     -        61.309  (meters)     201.14   (feet)  ADJUSTED  
 EH1416  ___________________________________________________________________
 EH1416  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1416  DYNAMIC HT  -          61.250 (meters)     200.95  (feet)  COMP
 EH1416  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 EH1416
 EH1416  VERT ORDER  -  FIRST     CLASS II
 EH1416
 EH1416.The horizontal coordinates were scaled from a topographic map and have
 EH1416.an estimated accuracy of +/- 6 seconds.
 EH1416
 EH1416.The orthometric height was determined by differential leveling
 EH1416.and adjusted by the National Geodetic Survey in August 1993..
 EH1416
 EH1416.The geoid height was determined by GEOID03.
 EH1416
 EH1416.The dynamic height is computed by dividing the NAVD 88
 EH1416.geopotential number by the normal gravity value computed on the
 EH1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1416.degrees latitude (g = 980.6199 gals.).
 EH1416
 EH1416.The modeled gravity was interpolated from observed gravity values.
 EH1416
 EH1416;                    North         East    Units  Estimated Accuracy
 EH1416;SPC AR S     -   599,150.      453,620.      MT  (+/- 180 meters Scaled)
 EH1416
 EH1416                          SUPERSEDED SURVEY CONTROL
 EH1416
 EH1416  NAVD 88 (06/15/91)   61.356  (m)          201.30   (f) UNKNOWN     1 2
 EH1416  NGVD 29 (??/??/??)   61.361  (m)          201.32   (f) ADJUSTED    1 2
 EH1416
 EH1416.Superseded values are not recommended for survey control.
 EH1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1416.See file dsdata.txt to determine how the superseded data were derived.
 EH1416
 EH1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454143(NAD 83)
 EH1416_MARKER: DB = BENCH MARK DISK
 EH1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1416_STAMPING: C 115 1954
 EH1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1416+STABILITY: SURFACE MOTION
 EH1416
 EH1416  HISTORY     - Date     Condition        Report By
 EH1416  HISTORY     - 1954     MONUMENTED       CGS
 EH1416  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1416
 EH1416                          STATION DESCRIPTION
 EH1416
 EH1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1416'4.1 MI N FROM ALMYRA.
 EH1416'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1416'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, 31 FEET WEST OF THE
 EH1416'CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE CENTER LINE OF AN
 EH1416'EAST AND WEST ROAD, 4 FEET SOUTHWEST OF A POWER POLE, 4 FEET NORTHWEST
 EH1416'OF A TELEPHONE POLE, 4.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 EH1416'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1416'NOTE-- THERE IS A DITCH AT THE DESCRIBED LOCATION.
 EH1416
 EH1416                          STATION RECOVERY (1967)
 EH1416
 EH1416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1371 ***********************************************************************
 EH1371  DESIGNATION -  C 116
 EH1371  PID         -  EH1371
 EH1371  STATE/COUNTY-  AR/ARKANSAS
 EH1371  USGS QUAD   -  DE WITT SW (1968)
 EH1371
 EH1371                         *CURRENT SURVEY CONTROL
 EH1371  ___________________________________________________________________
 EH1371* NAD 83(1986)-  34 17 50.     (N)    091 27 20.     (W)     SCALED    
 EH1371* NAVD 88     -        57.294  (meters)     187.97   (feet)  ADJUSTED  
 EH1371  ___________________________________________________________________
 EH1371  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH1371  DYNAMIC HT  -          57.239 (meters)     187.79  (feet)  COMP
 EH1371  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EH1371
 EH1371  VERT ORDER  -  FIRST     CLASS II
 EH1371
 EH1371.The horizontal coordinates were scaled from a topographic map and have
 EH1371.an estimated accuracy of +/- 6 seconds.
 EH1371
 EH1371.The orthometric height was determined by differential leveling
 EH1371.and adjusted by the National Geodetic Survey in August 1993..
 EH1371
 EH1371.The geoid height was determined by GEOID03.
 EH1371
 EH1371.The dynamic height is computed by dividing the NAVD 88
 EH1371.geopotential number by the normal gravity value computed on the
 EH1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1371.degrees latitude (g = 980.6199 gals.).
 EH1371
 EH1371.The modeled gravity was interpolated from observed gravity values.
 EH1371
 EH1371;                    North         East    Units  Estimated Accuracy
 EH1371;SPC AR S     -   580,980.      450,120.      MT  (+/- 180 meters Scaled)
 EH1371
 EH1371                          SUPERSEDED SURVEY CONTROL
 EH1371
 EH1371  NAVD 88 (06/15/91)   57.353  (m)          188.17   (f) UNKNOWN     1 2
 EH1371  NGVD 29 (??/??/??)   57.368  (m)          188.21   (f) ADJUSTED    1 2
 EH1371
 EH1371.Superseded values are not recommended for survey control.
 EH1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1371.See file dsdata.txt to determine how the superseded data were derived.
 EH1371
 EH1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT421961(NAD 83)
 EH1371_MARKER: DB = BENCH MARK DISK
 EH1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1371_STAMPING: C 116 1954
 EH1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1371+STABILITY: SURFACE MOTION
 EH1371
 EH1371  HISTORY     - Date     Condition        Report By
 EH1371  HISTORY     - 1954     MONUMENTED       CGS
 EH1371  HISTORY     - 20030521 MARK NOT FOUND   USACE
 EH1371
 EH1371                          STATION DESCRIPTION
 EH1371
 EH1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1371'4.0 MI E FROM LODGE CORNER.
 EH1371'2.0 MILES EAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGE
 EH1371'CORNER, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 152, 41 FEET SOUTH
 EH1371'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTER LINE OF
 EH1371'A NORTH AND SOUTH ROAD, 4 FEET EAST OF A POWER POLE, 4 FEET EAST OF A
 EH1371'WITNESS POST, 1.1 MILES WEST OF BENCH MARK B 116, SET IN THE TOP OF A
 EH1371'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1371
 EH1371                          STATION RECOVERY (2003)
 EH1371
 EH1371'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0751 ***********************************************************************
 DL0751  DESIGNATION -  C 119
 DL0751  PID         -  DL0751
 DL0751  STATE/COUNTY-  AR/LAFAYETTE
 DL0751  USGS QUAD   -  LEWISVILLE (1978)
 DL0751
 DL0751                         *CURRENT SURVEY CONTROL
 DL0751  ___________________________________________________________________
 DL0751* NAD 83(1986)-  33 21 31.     (N)    093 31 18.     (W)     SCALED    
 DL0751* NAVD 88     -        74.926  (meters)     245.82   (feet)  ADJUSTED  
 DL0751  ___________________________________________________________________
 DL0751  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DL0751  DYNAMIC HT  -          74.846 (meters)     245.56  (feet)  COMP
 DL0751  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DL0751
 DL0751  VERT ORDER  -  FIRST     CLASS II
 DL0751
 DL0751.The horizontal coordinates were scaled from a topographic map and have
 DL0751.an estimated accuracy of +/- 6 seconds.
 DL0751
 DL0751.The orthometric height was determined by differential leveling
 DL0751.and adjusted by the National Geodetic Survey in June 1991..
 DL0751.WARNING-Repeat measurements at this control monument indicate possible
 DL0751.vertical movement.
 DL0751
 DL0751.The geoid height was determined by GEOID03.
 DL0751
 DL0751.The dynamic height is computed by dividing the NAVD 88
 DL0751.geopotential number by the normal gravity value computed on the
 DL0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0751.degrees latitude (g = 980.6199 gals.).
 DL0751
 DL0751.The modeled gravity was interpolated from observed gravity values.
 DL0751
 DL0751;                    North         East    Units  Estimated Accuracy
 DL0751;SPC AR S     -   477,800.      258,380.      MT  (+/- 180 meters Scaled)
 DL0751
 DL0751                          SUPERSEDED SURVEY CONTROL
 DL0751
 DL0751  NGVD 29 (??/??/92)   74.962  (m)          245.94   (f) ADJ UNCH    1 2
 DL0751
 DL0751.Superseded values are not recommended for survey control.
 DL0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0751.See file dsdata.txt to determine how the superseded data were derived.
 DL0751
 DL0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS514911(NAD 83)
 DL0751_MARKER: DB = BENCH MARK DISK
 DL0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0751_STAMPING: C 119 1934
 DL0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0751+STABILITY: SURFACE MOTION
 DL0751
 DL0751  HISTORY     - Date     Condition        Report By
 DL0751  HISTORY     - 1934     MONUMENTED       CGS
 DL0751  HISTORY     - 1960     GOOD             NGS
 DL0751  HISTORY     - 1963     GOOD             NGS
 DL0751
 DL0751                          STATION DESCRIPTION
 DL0751
 DL0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0751'1.2 MI W FROM STAMPS.
 DL0751'ABOUT 1.2 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0751'STATION AT STAMPS, IN SECTION 18, T 16 S, R 23 W, 12 POLES OR 0.4 MILE
 DL0751'WEST OF MILEPOST 386, 45 1/2 FEET NORTH OF THE NORTH RAIL, 62 FEET
 DL0751'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A METAL BUILDING, 29 FEET
 DL0751'EAST OF A TELEPHONE POLE, 35 FEET WEST OF THE CENTER LINE OF AN
 DL0751'ABANDONED ROAD BED, 2 FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A METAL
 DL0751'WITNESS POST, ABOUT 6 FEET BELOW THE TRACKS, AND IN THE TOP OF A
 DL0751'CONCRETE POST PROJECTING 2 INCHES.
 DL0751
 DL0751                          STATION RECOVERY (1963)
 DL0751
 DL0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0357 ***********************************************************************
 DL0357  DESIGNATION -  C 12
 DL0357  PID         -  DL0357
 DL0357  STATE/COUNTY-  AR/OUACHITA
 DL0357  USGS QUAD   -  HARMONY GROVE (1985)
 DL0357
 DL0357                         *CURRENT SURVEY CONTROL
 DL0357  ___________________________________________________________________
 DL0357* NAD 83(1986)-  33 39 06.     (N)    092 46 22.     (W)     SCALED    
 DL0357* NAVD 88     -        36.455  (meters)     119.60   (feet)  ADJUSTED  
 DL0357  ___________________________________________________________________
 DL0357  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0357  DYNAMIC HT  -          36.417 (meters)     119.48  (feet)  COMP
 DL0357  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 DL0357
 DL0357  VERT ORDER  -  FIRST     CLASS II
 DL0357
 DL0357.The horizontal coordinates were scaled from a topographic map and have
 DL0357.an estimated accuracy of +/- 6 seconds.
 DL0357
 DL0357.The orthometric height was determined by differential leveling
 DL0357.and adjusted by the National Geodetic Survey in June 1991..
 DL0357
 DL0357.The geoid height was determined by GEOID03.
 DL0357
 DL0357.The dynamic height is computed by dividing the NAVD 88
 DL0357.geopotential number by the normal gravity value computed on the
 DL0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0357.degrees latitude (g = 980.6199 gals.).
 DL0357
 DL0357.The modeled gravity was interpolated from observed gravity values.
 DL0357
 DL0357;                    North         East    Units  Estimated Accuracy
 DL0357;SPC AR S     -   509,520.      328,320.      MT  (+/- 180 meters Scaled)
 DL0357
 DL0357                          SUPERSEDED SURVEY CONTROL
 DL0357
 DL0357  NGVD 29 (??/??/92)   36.491  (m)          119.72   (f) ADJ UNCH    1 2
 DL0357
 DL0357.Superseded values are not recommended for survey control.
 DL0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0357.See file dsdata.txt to determine how the superseded data were derived.
 DL0357
 DL0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT210235(NAD 83)
 DL0357_MARKER: DB = BENCH MARK DISK
 DL0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0357_STAMPING: C 12 1932
 DL0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0357+STABILITY: SURFACE MOTION
 DL0357
 DL0357  HISTORY     - Date     Condition        Report By
 DL0357  HISTORY     - 1932     MONUMENTED       CGS
 DL0357  HISTORY     - 1960     GOOD             NGS
 DL0357  HISTORY     - 1964     GOOD             NGS
 DL0357  HISTORY     - 1985     GOOD             LOCSUR
 DL0357  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 DL0357
 DL0357                          STATION DESCRIPTION
 DL0357
 DL0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0357'0.35 MI E FROM HARMONY GROVE.
 DL0357'ABOUT 0.35 MILE EAST ALONG AN ASPHALT ROAD FROM THE SCHOOLHOUSE AT
 DL0357'HARMONY GROVE, IN SECTION 29, T 12 S, R 16 W, 22 1/2 FEET SOUTHEAST OF
 DL0357'THE SOUTHEAST RAIL, 38 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 DL0357'141 FEET NORTH OF AND ACROSS THE ASPHALT ROAD FROM A 33-INCH OAK TREE
 DL0357'IN THE FRONT YARD OF THE J. F. BARNES FARMHOUSE, 74 FEET NORTH OF AND
 DL0357'ACROSS THE ROAD FROM A LONE 10-INCH CEDAR TREE, 9.6 FEET
 DL0357'WEST-NORTHWEST OF A TELEPHONE POLE, 1.8 FEET NORTHEAST OF A METAL
 DL0357'WITNESS POST, ABOUT 3 FEET BELOW THE RAILS, AND SET IN THE TOP OF A
 DL0357'CONCRETE POST PROJECTING 2 INCHES.
 DL0357
 DL0357                          STATION RECOVERY (1964)
 DL0357
 DL0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0357'RECOVERED IN GOOD CONDITION.
 DL0357
 DL0357                          STATION RECOVERY (1985)
 DL0357
 DL0357'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (GB)
 DL0357'RECOVERED IN GOOD CONDITION.
 DL0357
 DL0357                          STATION RECOVERY (2006)
 DL0357
 DL0357'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DL0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0529 ***********************************************************************
 DL0529  DESIGNATION -  C 120
 DL0529  PID         -  DL0529
 DL0529  STATE/COUNTY-  AR/COLUMBIA
 DL0529  USGS QUAD   -  MAGNOLIA (1968)
 DL0529
 DL0529                         *CURRENT SURVEY CONTROL
 DL0529  ___________________________________________________________________
 DL0529* NAD 83(1986)-  33 21 49.     (N)    093 09 29.     (W)     SCALED    
 DL0529* NAVD 88     -        76.530  (meters)     251.08   (feet)  ADJUSTED  
 DL0529  ___________________________________________________________________
 DL0529  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL0529  DYNAMIC HT  -          76.448 (meters)     250.81  (feet)  COMP
 DL0529  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 DL0529
 DL0529  VERT ORDER  -  FIRST     CLASS II
 DL0529
 DL0529.The horizontal coordinates were scaled from a topographic map and have
 DL0529.an estimated accuracy of +/- 6 seconds.
 DL0529
 DL0529.The orthometric height was determined by differential leveling
 DL0529.and adjusted by the National Geodetic Survey in June 1991..
 DL0529.WARNING-Repeat measurements at this control monument indicate possible
 DL0529.vertical movement.
 DL0529
 DL0529.The geoid height was determined by GEOID03.
 DL0529
 DL0529.The dynamic height is computed by dividing the NAVD 88
 DL0529.geopotential number by the normal gravity value computed on the
 DL0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0529.degrees latitude (g = 980.6199 gals.).
 DL0529
 DL0529.The modeled gravity was interpolated from observed gravity values.
 DL0529
 DL0529;                    North         East    Units  Estimated Accuracy
 DL0529;SPC AR S     -   477,910.      292,230.      MT  (+/- 180 meters Scaled)
 DL0529
 DL0529                          SUPERSEDED SURVEY CONTROL
 DL0529
 DL0529  NGVD 29 (??/??/92)   76.556  (m)          251.17   (f) ADJ UNCH    1 2
 DL0529
 DL0529.Superseded values are not recommended for survey control.
 DL0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0529.See file dsdata.txt to determine how the superseded data were derived.
 DL0529
 DL0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS852916(NAD 83)
 DL0529_MARKER: DB = BENCH MARK DISK
 DL0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0529_SP_SET: CULVERT
 DL0529_STAMPING: C 120 1934
 DL0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0529
 DL0529  HISTORY     - Date     Condition        Report By
 DL0529  HISTORY     - 1934     MONUMENTED       CGS
 DL0529  HISTORY     - 1960     GOOD             NGS
 DL0529
 DL0529                          STATION DESCRIPTION
 DL0529
 DL0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0529'3.3 MI NE FROM MCNEIL.
 DL0529'ABOUT 3.3 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0529'FROM THE STATION AT MCNEIL, IN SECTION 10, T 16 S, R 20 W, 9 1/2 POLES
 DL0529'OR 0.3 MILE NORTHEAST OF MILEPOST 365, SET IN THE TOP OF THE NORTHEAST
 DL0529'END OF THE NORTHWEST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE
 DL0529'TRACK, 11 FEET NORTHWEST OF THE NORTHWEST RAIL, 34 FEET SOUTHWEST OF
 DL0529'THE CENTER LINE OF A DIRT ROAD, 37 FEET WEST OF THE CENTER OF A ROAD
 DL0529'CROSSING, AND ABOUT 3 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0675 ***********************************************************************
 DL0675  DESIGNATION -  C 121
 DL0675  PID         -  DL0675
 DL0675  STATE/COUNTY-  AR/COLUMBIA
 DL0675  USGS QUAD   -  MAGNOLIA (1968)
 DL0675
 DL0675                         *CURRENT SURVEY CONTROL
 DL0675  ___________________________________________________________________
 DL0675* NAD 83(1986)-  33 15 47.     (N)    093 08 19.     (W)     SCALED    
 DL0675* NAVD 88     -        95.670  (meters)     313.88   (feet)  ADJUSTED  
 DL0675  ___________________________________________________________________
 DL0675  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL0675  DYNAMIC HT  -          95.567 (meters)     313.54  (feet)  COMP
 DL0675  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DL0675
 DL0675  VERT ORDER  -  SECOND    CLASS 0
 DL0675
 DL0675.The horizontal coordinates were scaled from a topographic map and have
 DL0675.an estimated accuracy of +/- 6 seconds.
 DL0675
 DL0675.The orthometric height was determined by differential leveling
 DL0675.and adjusted by the National Geodetic Survey in June 1991..
 DL0675
 DL0675.The geoid height was determined by GEOID03.
 DL0675
 DL0675.The dynamic height is computed by dividing the NAVD 88
 DL0675.geopotential number by the normal gravity value computed on the
 DL0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0675.degrees latitude (g = 980.6199 gals.).
 DL0675
 DL0675.The modeled gravity was interpolated from observed gravity values.
 DL0675
 DL0675;                    North         East    Units  Estimated Accuracy
 DL0675;SPC AR S     -   466,740.      293,910.      MT  (+/- 180 meters Scaled)
 DL0675
 DL0675                          SUPERSEDED SURVEY CONTROL
 DL0675
 DL0675  NGVD 29 (??/??/92)   95.710  (m)          314.01   (f) ADJ UNCH    2 0
 DL0675
 DL0675.Superseded values are not recommended for survey control.
 DL0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0675.See file dsdata.txt to determine how the superseded data were derived.
 DL0675
 DL0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS870804(NAD 83)
 DL0675_MARKER: DB = BENCH MARK DISK
 DL0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0675_STAMPING: C 121 1934
 DL0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0675+STABILITY: SURFACE MOTION
 DL0675
 DL0675  HISTORY     - Date     Condition        Report By
 DL0675  HISTORY     - 1934     MONUMENTED       CGS
 DL0675  HISTORY     - 1964     GOOD             NGS
 DL0675  HISTORY     - 1965     POOR             USGS
 DL0675
 DL0675                          STATION DESCRIPTION
 DL0675
 DL0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0675'6.1 MI E FROM MAGNOLIA.
 DL0675'MARK RECOVERED 56 FEET NORTH OF CENTERLNE OF SURFACED ROAD, 14 FEET
 DL0675'NORTHEAST OF CENTERLINE OF A FARM ROAD LEADING NORTHWEST, NORTH ACROSS
 DL0675'SURFACED ROAD FROM A NARROW SURFACED ROAD LEADING SOUTH AND 36 FEET
 DL0675'NORTHWEST OF A CEDAR TREE.  MARK REACHED FROM MAGNOLIA BY GOING EAST
 DL0675'ON U.S. HIGHWAY 82 FOR 1.4 MILES TO A SURFACED ROAD LEFT, TURN LEFT
 DL0675'AND CONTINUE EASTERLY ON SURFACED ROAD (OLD U.S. 82) FOR 4.65 MILES TO
 DL0675'MARK ON LEFT.
 DL0675
 DL0675                          STATION RECOVERY (1965)
 DL0675
 DL0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0675'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0285 ***********************************************************************
 DL0285  DESIGNATION -  C 122
 DL0285  PID         -  DL0285
 DL0285  STATE/COUNTY-  AR/UNION
 DL0285  USGS QUAD   -  EL DORADO WEST (1981)
 DL0285
 DL0285                         *CURRENT SURVEY CONTROL
 DL0285  ___________________________________________________________________
 DL0285* NAD 83(1986)-  33 08 03.     (N)    092 39 00.     (W)     SCALED    
 DL0285* NAVD 88     -        52.224  (meters)     171.34   (feet)  ADJUSTED  
 DL0285  ___________________________________________________________________
 DL0285  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0285  DYNAMIC HT  -          52.167 (meters)     171.15  (feet)  COMP
 DL0285  MODELED GRAV-     979,551.1   (mgal)                       NAVD 88
 DL0285
 DL0285  VERT ORDER  -  SECOND    CLASS 0
 DL0285
 DL0285.The horizontal coordinates were scaled from a topographic map and have
 DL0285.an estimated accuracy of +/- 6 seconds.
 DL0285
 DL0285.The orthometric height was determined by differential leveling
 DL0285.and adjusted by the National Geodetic Survey in June 1991..
 DL0285
 DL0285.The geoid height was determined by GEOID03.
 DL0285
 DL0285.The dynamic height is computed by dividing the NAVD 88
 DL0285.geopotential number by the normal gravity value computed on the
 DL0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0285.degrees latitude (g = 980.6199 gals.).
 DL0285
 DL0285.The modeled gravity was interpolated from observed gravity values.
 DL0285
 DL0285;                    North         East    Units  Estimated Accuracy
 DL0285;SPC AR S     -   452,050.      339,350.      MT  (+/- 180 meters Scaled)
 DL0285
 DL0285                          SUPERSEDED SURVEY CONTROL
 DL0285
 DL0285  NGVD 29 (??/??/92)   52.300  (m)          171.59   (f) ADJ UNCH    2 0
 DL0285
 DL0285.Superseded values are not recommended for survey control.
 DL0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0285.See file dsdata.txt to determine how the superseded data were derived.
 DL0285
 DL0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS326662(NAD 83)
 DL0285_MARKER: DB = BENCH MARK DISK
 DL0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0285_STAMPING: C 122 1934
 DL0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0285+STABILITY: SURFACE MOTION
 DL0285
 DL0285  HISTORY     - Date     Condition        Report By
 DL0285  HISTORY     - 1934     MONUMENTED       CGS
 DL0285  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0285  HISTORY     - 1977     GOOD             USGS
 DL0285
 DL0285                          STATION DESCRIPTION
 DL0285
 DL0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0285'6.6 MI S FROM EL DORADO.
 DL0285'6.6 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 DL0285'FROM EL DORADO, 86 YARDS SOUTH OF THE CENTER OF THE CROSSING OF SMITH
 DL0285'ROAD, 55 FEET NORTHEAST OF THE NORTH END OF A DE-RAIL EAST OF THE MAIN
 DL0285'TRACK, 37 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK.  SET IN TOP
 DL0285'OF CONCRETE POST.  NOTE-- THE GROUND WAS UNDER WATER AT THE DESCRIBED
 DL0285'LOCATION.
 DL0285
 DL0285                          STATION RECOVERY (1977)
 DL0285
 DL0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0285'THIS BENCH MARK, REPORTED NOT RECOVERED BY THE USC AND GS IN JAN.
 DL0285'1964, WAS RECOVERED IN GOOD CONDITION. THIS MARK IS REDESCRIBED AS
 DL0285'FOLLOWS-- EL DORADO POST OFFICE, 5.3 MI. S. AND 0.7 MI. E. OF, NEAR
 DL0285'COR. OF SECS. 21, 22, 27 AND 28, T. 18 S., R. 15 W., 270 FT. SW.
 DL0285'ALONG CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM A ROAD CROSSING,
 DL0285'THENCE 41 FT. SE (NORMAL) FROM MAIN AND ONLY TRACK, 16 FT. SW OF
 DL0285'SECOND TELEPHONE POLE SW. OF CROSSING, 1 FT. NE. OF WITNESS POST, IN
 DL0285'CONC. POST 0.2 FT. UNDER GROUND. STANDARD TABLET STAMPED C 122 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0116 ***********************************************************************
 GG0116  DESIGNATION -  C 124
 GG0116  PID         -  GG0116
 GG0116  STATE/COUNTY-  AR/BENTON
 GG0116  USGS QUAD   -  GRAVETTE (1981)
 GG0116
 GG0116                         *CURRENT SURVEY CONTROL
 GG0116  ___________________________________________________________________
 GG0116* NAD 83(1986)-  36 29 02.     (N)    094 27 49.     (W)     SCALED    
 GG0116* NAVD 88     -       274.202  (meters)     899.61   (feet)  ADJUSTED  
 GG0116  ___________________________________________________________________
 GG0116  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GG0116  DYNAMIC HT  -         273.973 (meters)     898.86  (feet)  COMP
 GG0116  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 GG0116
 GG0116  VERT ORDER  -  SECOND    CLASS 0
 GG0116
 GG0116.The horizontal coordinates were scaled from a topographic map and have
 GG0116.an estimated accuracy of +/- 6 seconds.
 GG0116
 GG0116.The orthometric height was determined by differential leveling
 GG0116.and adjusted by the National Geodetic Survey in June 1991..
 GG0116
 GG0116.The geoid height was determined by GEOID03.
 GG0116
 GG0116.The dynamic height is computed by dividing the NAVD 88
 GG0116.geopotential number by the normal gravity value computed on the
 GG0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0116.degrees latitude (g = 980.6199 gals.).
 GG0116
 GG0116.The modeled gravity was interpolated from observed gravity values.
 GG0116
 GG0116;                    North         East    Units  Estimated Accuracy
 GG0116;SPC AR N     -   241,360.      179,250.      MT  (+/- 180 meters Scaled)
 GG0116
 GG0116                          SUPERSEDED SURVEY CONTROL
 GG0116
 GG0116  NGVD 29 (??/??/92)  274.091  (m)          899.25   (f) ADJ UNCH    2 0
 GG0116
 GG0116.Superseded values are not recommended for survey control.
 GG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0116.See file dsdata.txt to determine how the superseded data were derived.
 GG0116
 GG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA688386(NAD 83)
 GG0116_MARKER: DB = BENCH MARK DISK
 GG0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0116_SP_SET: BRIDGE
 GG0116_STAMPING: C 124 1935
 GG0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0116
 GG0116  HISTORY     - Date     Condition        Report By
 GG0116  HISTORY     - 1935     MONUMENTED       CGS
 GG0116  HISTORY     - 1961     GOOD             NGS
 GG0116  HISTORY     - 1987     GOOD             USPSQD
 GG0116  HISTORY     - 1988     GOOD             USPSQD
 GG0116  HISTORY     - 1989     GOOD             USPSQD
 GG0116  HISTORY     - 1990     POOR             USPSQD
 GG0116
 GG0116                          STATION DESCRIPTION
 GG0116
 GG0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0116'AT SULPHUR SPRINGS.
 GG0116'AT SULPHUR SPRINGS, ON THE KANSAS CITY SOUTHERN RAILWAY, 0.1 MILE
 GG0116'NORTH OF THE STATION, AT BRIDGE NO. A 206, AND IN THE NORTHEAST
 GG0116'CORNER OF THE CONCRETE ABUTMENT.
 GG0116
 GG0116                          STATION RECOVERY (1987)
 GG0116
 GG0116'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0116'RECOVERED IN GOOD CONDITION.
 GG0116
 GG0116                          STATION RECOVERY (1988)
 GG0116
 GG0116'RECOVERY NOTE BY US POWER SQUADRON 1988 (ERW)
 GG0116'RECOVERED IN GOOD CONDITION.
 GG0116
 GG0116                          STATION RECOVERY (1989)
 GG0116
 GG0116'RECOVERY NOTE BY US POWER SQUADRON 1989 (MDW)
 GG0116'RECOVERED IN GOOD CONDITION.
 GG0116
 GG0116                          STATION RECOVERY (1990)
 GG0116
 GG0116'RECOVERY NOTE BY US POWER SQUADRON 1990 (ERW)
 GG0116'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0681 ***********************************************************************
 FG0681  DESIGNATION -  C 125
 FG0681  PID         -  FG0681
 FG0681  STATE/COUNTY-  AR/VAN BUREN
 FG0681  USGS QUAD   -  TILLY (1980)
 FG0681
 FG0681                         *CURRENT SURVEY CONTROL
 FG0681  ___________________________________________________________________
 FG0681* NAD 83(1986)-  35 37 59.     (N)    092 46 58.     (W)     SCALED    
 FG0681* NAVD 88     -       465.392  (meters)    1526.87   (feet)  ADJUSTED  
 FG0681  ___________________________________________________________________
 FG0681  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0681  DYNAMIC HT  -         464.943 (meters)    1525.40  (feet)  COMP
 FG0681  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 FG0681
 FG0681  VERT ORDER  -  SECOND    CLASS 0
 FG0681
 FG0681.The horizontal coordinates were scaled from a topographic map and have
 FG0681.an estimated accuracy of +/- 6 seconds.
 FG0681
 FG0681.The orthometric height was determined by differential leveling
 FG0681.and adjusted by the National Geodetic Survey in June 1991..
 FG0681
 FG0681.The geoid height was determined by GEOID03.
 FG0681
 FG0681.The dynamic height is computed by dividing the NAVD 88
 FG0681.geopotential number by the normal gravity value computed on the
 FG0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0681.degrees latitude (g = 980.6199 gals.).
 FG0681
 FG0681.The modeled gravity was interpolated from observed gravity values.
 FG0681
 FG0681;                    North         East    Units  Estimated Accuracy
 FG0681;SPC AR N     -   144,480.      329,100.      MT  (+/- 180 meters Scaled)
 FG0681
 FG0681                          SUPERSEDED SURVEY CONTROL
 FG0681
 FG0681  NGVD 29 (??/??/92)  465.324  (m)         1526.65   (f) ADJ UNCH    2 0
 FG0681
 FG0681.Superseded values are not recommended for survey control.
 FG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0681.See file dsdata.txt to determine how the superseded data were derived.
 FG0681
 FG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV196432(NAD 83)
 FG0681_MARKER: DB = BENCH MARK DISK
 FG0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0681_STAMPING: C 125 1935
 FG0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0681+STABILITY: SURFACE MOTION
 FG0681
 FG0681  HISTORY     - Date     Condition        Report By
 FG0681  HISTORY     - 1935     MONUMENTED       CGS
 FG0681  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0681
 FG0681                          STATION DESCRIPTION
 FG0681
 FG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0681'5.5 MI E FROM LOST CORNER.
 FG0681'IN VAN BUREN COUNTY, 5.5 MILES EAST ALONG THE ALREAD ROAD FROM THE
 FG0681'JUNCTION OF THE OAK MOUNTAIN ROAD AT LOST CORNER, POPE COUNTY, 68 FEET
 FG0681'SOUTHEAST OF A STONE CHIMNEY AT THE NORTHEAST CORNER OF THE J. E.
 FG0681'GRIFFIN FARMHOUSE, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 68
 FG0681'FEET NORTHEAST OF A WEST FENCE CORNER, AND 37 FEET SOUTHEAST OF AN
 FG0681'EAST FENCE CORNER.  A STANDARD DISK, STAMPED C 125 1935 AND SET IN THE
 FG0681'TOP OF A CONCRETE POST.
 FG0681
 FG0681                          STATION RECOVERY (1976)
 FG0681
 FG0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0764 ***********************************************************************
 FG0764  DESIGNATION -  C 126
 FG0764  PID         -  FG0764
 FG0764  STATE/COUNTY-  AR/POPE
 FG0764  USGS QUAD   -  DOVER (1993)
 FG0764
 FG0764                         *CURRENT SURVEY CONTROL
 FG0764  ___________________________________________________________________
 FG0764* NAD 83(1986)-  35 29 49.     (N)    093 00 17.     (W)     SCALED    
 FG0764* NAVD 88     -       152.734  (meters)     501.09   (feet)  ADJUSTED  
 FG0764  ___________________________________________________________________
 FG0764  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FG0764  DYNAMIC HT  -         152.592 (meters)     500.63  (feet)  COMP
 FG0764  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FG0764
 FG0764  VERT ORDER  -  SECOND    CLASS 0
 FG0764
 FG0764.The horizontal coordinates were scaled from a topographic map and have
 FG0764.an estimated accuracy of +/- 6 seconds.
 FG0764
 FG0764.The orthometric height was determined by differential leveling
 FG0764.and adjusted by the National Geodetic Survey in June 1991..
 FG0764
 FG0764.The geoid height was determined by GEOID03.
 FG0764
 FG0764.The dynamic height is computed by dividing the NAVD 88
 FG0764.geopotential number by the normal gravity value computed on the
 FG0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0764.degrees latitude (g = 980.6199 gals.).
 FG0764
 FG0764.The modeled gravity was interpolated from observed gravity values.
 FG0764
 FG0764;                    North         East    Units  Estimated Accuracy
 FG0764;SPC AR N     -   129,560.      308,850.      MT  (+/- 180 meters Scaled)
 FG0764
 FG0764                          SUPERSEDED SURVEY CONTROL
 FG0764
 FG0764  NGVD 29 (??/??/92)  152.694  (m)          500.96   (f) ADJ UNCH    2 0
 FG0764
 FG0764.Superseded values are not recommended for survey control.
 FG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0764.See file dsdata.txt to determine how the superseded data were derived.
 FG0764
 FG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV995281(NAD 83)
 FG0764_MARKER: DB = BENCH MARK DISK
 FG0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0764_STAMPING: C 126 1935
 FG0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0764+STABILITY: SURFACE MOTION
 FG0764
 FG0764  HISTORY     - Date     Condition        Report By
 FG0764  HISTORY     - 1935     MONUMENTED       CGS
 FG0764  HISTORY     - 1961     MARK NOT FOUND   NGS
 FG0764
 FG0764                          STATION DESCRIPTION
 FG0764
 FG0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0764'4 MI NW FROM HECTOR.
 FG0764'4 MILES NORTHWEST ALONG THE TAG ROAD FROM THE FOREST SERVICE OFFICE
 FG0764'BUILDING AT HECTOR, POPE COUNTY, 432 FEET EAST OF ILLINOIS BAYOU, 19
 FG0764'FEET SOUTHEAST OF A GROUP OF A SMALL HICKORY TREES GROWING FROM ONE
 FG0764'BASE, 1 1/2 FEET NORTH OF A FENCE SEPARATING FIELDS OWNED BY SAM AND
 FG0764'OSCAR LANGFORD, AND ACROSS THE BAYOU FROM A FIELD OWNED BY HENRY
 FG0764'CAMPBELL.  A STANDARD DISK, STAMPED C 126 1935 AND SET IN THE TOP OF A
 FG0764'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1059 ***********************************************************************
 FG1059  DESIGNATION -  C 127
 FG1059  PID         -  FG1059
 FG1059  STATE/COUNTY-  AR/POPE
 FG1059  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1059
 FG1059                         *CURRENT SURVEY CONTROL
 FG1059  ___________________________________________________________________
 FG1059* NAD 83(1986)-  35 23 40.     (N)    093 14 24.     (W)     SCALED    
 FG1059* NAVD 88     -       198.729  (meters)     652.00   (feet)  ADJUSTED  
 FG1059  ___________________________________________________________________
 FG1059  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FG1059  DYNAMIC HT  -         198.541 (meters)     651.38  (feet)  COMP
 FG1059  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 FG1059
 FG1059  VERT ORDER  -  SECOND    CLASS 0
 FG1059
 FG1059.The horizontal coordinates were scaled from a topographic map and have
 FG1059.an estimated accuracy of +/- 6 seconds.
 FG1059
 FG1059.The orthometric height was determined by differential leveling
 FG1059.and adjusted by the National Geodetic Survey in June 1991..
 FG1059
 FG1059.The geoid height was determined by GEOID03.
 FG1059
 FG1059.The dynamic height is computed by dividing the NAVD 88
 FG1059.geopotential number by the normal gravity value computed on the
 FG1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1059.degrees latitude (g = 980.6199 gals.).
 FG1059
 FG1059.The modeled gravity was interpolated from observed gravity values.
 FG1059
 FG1059;                    North         East    Units  Estimated Accuracy
 FG1059;SPC AR N     -   118,430.      287,360.      MT  (+/- 180 meters Scaled)
 FG1059
 FG1059                          SUPERSEDED SURVEY CONTROL
 FG1059
 FG1059  NGVD 29 (??/??/92)  198.716  (m)          651.95   (f) ADJ UNCH    2 0
 FG1059
 FG1059.Superseded values are not recommended for survey control.
 FG1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1059.See file dsdata.txt to determine how the superseded data were derived.
 FG1059
 FG1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV782168(NAD 83)
 FG1059_MARKER: DB = BENCH MARK DISK
 FG1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1059_STAMPING: C-127 1935
 FG1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1059+STABILITY: SURFACE MOTION
 FG1059
 FG1059  HISTORY     - Date     Condition        Report By
 FG1059  HISTORY     - 1935     MONUMENTED       CGS
 FG1059
 FG1059                          STATION DESCRIPTION
 FG1059
 FG1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1059'1.6 MI S FROM AUGSBURG.
 FG1059'1.6 MILES SOUTH OF, ALONG LONDON-AUGSBURG RD., FROM THE LUTHERN
 FG1059'CHURCH.  41 FEET NORTH OF TELEPHONE POLE. 30 FEET EAST OF CENTERLINE
 FG1059'OF LONDON-AUGSBURG ROAD. 27.8 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 FG1059'SHINGLE AND TIN ROOF BARN, PROPERTY OF OTTO BOCKSNICK.  7 FEET EAST OF
 FG1059'SOUTHWEST BARNYARD FENCE CORNER.  1.6 FT. SOUTH OF BOARD FENCE. TABLET
 FG1059'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0884 ***********************************************************************
 FG0884  DESIGNATION -  C 128
 FG0884  PID         -  FG0884
 FG0884  STATE/COUNTY-  AR/JOHNSON
 FG0884  USGS QUAD   -  ROSETTA (1980)
 FG0884
 FG0884                         *CURRENT SURVEY CONTROL
 FG0884  ___________________________________________________________________
 FG0884* NAD 83(1986)-  35 43 40.     (N)    093 22 13.     (W)     SCALED    
 FG0884* NAVD 88     -       596.262  (meters)    1956.24   (feet)  ADJUSTED  
 FG0884  ___________________________________________________________________
 FG0884  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG0884  DYNAMIC HT  -         595.682 (meters)    1954.33  (feet)  COMP
 FG0884  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 FG0884
 FG0884  VERT ORDER  -  SECOND    CLASS 0
 FG0884
 FG0884.The horizontal coordinates were scaled from a topographic map and have
 FG0884.an estimated accuracy of +/- 6 seconds.
 FG0884
 FG0884.The orthometric height was determined by differential leveling
 FG0884.and adjusted by the National Geodetic Survey in June 1991..
 FG0884
 FG0884.The geoid height was determined by GEOID03.
 FG0884
 FG0884.The dynamic height is computed by dividing the NAVD 88
 FG0884.geopotential number by the normal gravity value computed on the
 FG0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0884.degrees latitude (g = 980.6199 gals.).
 FG0884
 FG0884.The modeled gravity was interpolated from observed gravity values.
 FG0884
 FG0884;                    North         East    Units  Estimated Accuracy
 FG0884;SPC AR N     -   155,570.      276,040.      MT  (+/- 180 meters Scaled)
 FG0884
 FG0884                          SUPERSEDED SURVEY CONTROL
 FG0884
 FG0884  NGVD 29 (??/??/92)  596.201  (m)         1956.04   (f) ADJ UNCH    2 0
 FG0884
 FG0884.Superseded values are not recommended for survey control.
 FG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0884.See file dsdata.txt to determine how the superseded data were derived.
 FG0884
 FG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV665538(NAD 83)
 FG0884_MARKER: DB = BENCH MARK DISK
 FG0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0884_STAMPING: C-128 1935
 FG0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0884+STABILITY: SURFACE MOTION
 FG0884
 FG0884  HISTORY     - Date     Condition        Report By
 FG0884  HISTORY     - 1935     MONUMENTED       CGS
 FG0884
 FG0884                          STATION DESCRIPTION
 FG0884
 FG0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0884'2.7 MI W FROM ROSETTA.
 FG0884'2.7 MILES WEST OF, ALONG ROSETTA ROAD, FROM POST OFFICE.  AT WEST END
 FG0884'OF LANE BETWEEN A PASTURE ON THE NORTH AND A CULTIVATED FIELD ON THE
 FG0884'SOUTH.  ABOUT 150 FEET EAST OF SUMMIT OF SMALL HILL.  18 FEET NORTH OF
 FG0884'CENTERLINE OF ROSETTA ROAD.  15.6 FEET EAST OF SOUTHWEST RAIL FENCE
 FG0884'CORNER.  4.5 FEET NORTH OF POINT WHERE WIRE AND RAIL FENCES JOIN.
 FG0884'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0756 ***********************************************************************
 FG0756  DESIGNATION -  C 130
 FG0756  PID         -  FG0756
 FG0756  STATE/COUNTY-  AR/NEWTON
 FG0756  USGS QUAD   -  MT JUDEA (1980)
 FG0756
 FG0756                         *CURRENT SURVEY CONTROL
 FG0756  ___________________________________________________________________
 FG0756* NAD 83(1986)-  35 58 37.     (N)    093 02 53.     (W)     SCALED    
 FG0756* NAVD 88     -       298.788  (meters)     980.27   (feet)  ADJUSTED  
 FG0756  ___________________________________________________________________
 FG0756  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FG0756  DYNAMIC HT  -         298.515 (meters)     979.38  (feet)  COMP
 FG0756  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 FG0756
 FG0756  VERT ORDER  -  SECOND    CLASS 0
 FG0756
 FG0756.The horizontal coordinates were scaled from a topographic map and have
 FG0756.an estimated accuracy of +/- 6 seconds.
 FG0756
 FG0756.The orthometric height was determined by differential leveling
 FG0756.and adjusted by the National Geodetic Survey in June 1991..
 FG0756
 FG0756.The geoid height was determined by GEOID03.
 FG0756
 FG0756.The dynamic height is computed by dividing the NAVD 88
 FG0756.geopotential number by the normal gravity value computed on the
 FG0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0756.degrees latitude (g = 980.6199 gals.).
 FG0756
 FG0756.The modeled gravity was interpolated from observed gravity values.
 FG0756
 FG0756;                    North         East    Units  Estimated Accuracy
 FG0756;SPC AR N     -   182,850.      305,480.      MT  (+/- 180 meters Scaled)
 FG0756
 FG0756                          SUPERSEDED SURVEY CONTROL
 FG0756
 FG0756  NGVD 29 (??/??/92)  298.682  (m)          979.93   (f) ADJ UNCH    2 0
 FG0756
 FG0756.Superseded values are not recommended for survey control.
 FG0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0756.See file dsdata.txt to determine how the superseded data were derived.
 FG0756
 FG0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV956813(NAD 83)
 FG0756_MARKER: DB = BENCH MARK DISK
 FG0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0756_STAMPING: C 130 1935
 FG0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0756+STABILITY: SURFACE MOTION
 FG0756
 FG0756  HISTORY     - Date     Condition        Report By
 FG0756  HISTORY     - 1935     MONUMENTED       CGS
 FG0756
 FG0756                          STATION DESCRIPTION
 FG0756
 FG0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0756'7 MI N FROM MT JUDEA.
 FG0756'7 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF THE CAVE
 FG0756'CREEK ROAD AT MT. JUDEA, NEWTON COUNTY, 0.4 MILE SOUTH OF A STEEL
 FG0756'BRIDGE OVER BUFFALO CREEK, NEAR THE TOP OF A STEEP HILL, 39 FEET
 FG0756'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET NORTHEAST OF A
 FG0756'24-INCH BLAZED OAK TREE, 21 FEET NORTHWEST OF A 22-INCH RED OAK TREE,
 FG0756'AND 16 FEET NORTHEAST OF THE CENTERLINE OF A DIM ROAD LEADING
 FG0756'SOUTHEAST.  A STANDARD DISK, STAMPED C 130 1935 AND SET IN THE TOP OF
 FG0756'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1442 ***********************************************************************
 EJ1442  DESIGNATION -  C 131
 EJ1442  PID         -  EJ1442
 EJ1442  STATE/COUNTY-  AR/PIKE
 EJ1442  USGS QUAD   -  LANGLEY (1980)
 EJ1442
 EJ1442                         *CURRENT SURVEY CONTROL
 EJ1442  ___________________________________________________________________
 EJ1442* NAD 83(1986)-  34 20 02.     (N)    093 50 31.     (W)     SCALED    
 EJ1442* NAVD 88     -       240.707  (meters)     789.72   (feet)  ADJUSTED  
 EJ1442  ___________________________________________________________________
 EJ1442  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EJ1442  DYNAMIC HT  -         240.459 (meters)     788.91  (feet)  COMP
 EJ1442  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 EJ1442
 EJ1442  VERT ORDER  -  SECOND    CLASS 0
 EJ1442
 EJ1442.The horizontal coordinates were scaled from a topographic map and have
 EJ1442.an estimated accuracy of +/- 6 seconds.
 EJ1442
 EJ1442.The orthometric height was determined by differential leveling
 EJ1442.and adjusted by the National Geodetic Survey in June 1991..
 EJ1442
 EJ1442.The geoid height was determined by GEOID03.
 EJ1442
 EJ1442.The dynamic height is computed by dividing the NAVD 88
 EJ1442.geopotential number by the normal gravity value computed on the
 EJ1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1442.degrees latitude (g = 980.6199 gals.).
 EJ1442
 EJ1442.The modeled gravity was interpolated from observed gravity values.
 EJ1442
 EJ1442;                    North         East    Units  Estimated Accuracy
 EJ1442;SPC AR S     -   586,440.      230,520.      MT  (+/- 180 meters Scaled)
 EJ1442
 EJ1442                          SUPERSEDED SURVEY CONTROL
 EJ1442
 EJ1442  NGVD 29 (??/??/92)  240.659  (m)          789.56   (f) ADJ UNCH    2 0
 EJ1442
 EJ1442.Superseded values are not recommended for survey control.
 EJ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1442.See file dsdata.txt to determine how the superseded data were derived.
 EJ1442
 EJ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT225994(NAD 83)
 EJ1442_MARKER: DD = SURVEY DISK
 EJ1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1442_STAMPING: C 131 1935
 EJ1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1442+STABILITY: SURFACE MOTION
 EJ1442
 EJ1442  HISTORY     - Date     Condition        Report By
 EJ1442  HISTORY     - 1935     MONUMENTED       CGS
 EJ1442  HISTORY     - 1963     GOOD             USGS
 EJ1442
 EJ1442                          STATION DESCRIPTION
 EJ1442
 EJ1442'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EJ1442'1 MI N FROM LANGLEY.
 EJ1442'LANGLEY, 1 MILE NORTH OF, ALONG LANGLEY-ALBERT ROAD, FROM LANGLEY
 EJ1442'SCHOOL.  45 FT WEST OF C/L RD.  55 FT SOUTH OF C/L DRIVE TO HOUSE. 45
 EJ1442'FT SE OF NE CORNER HOUSE.  15 FT NORTH OF E/W FENCE.  IN CONCRETE
 EJ1442'POST, STD C AND GS TABLET STAMPED C131 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0179 ***********************************************************************
 EK0179  DESIGNATION -  C 132
 EK0179  PID         -  EK0179
 EK0179  STATE/COUNTY-  AR/HOWARD
 EK0179  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0179
 EK0179                         *CURRENT SURVEY CONTROL
 EK0179  ___________________________________________________________________
 EK0179* NAD 83(1986)-  34 17 39.     (N)    094 11 15.     (W)     SCALED    
 EK0179* NAVD 88     -       238.036  (meters)     780.96   (feet)  ADJUSTED  
 EK0179  ___________________________________________________________________
 EK0179  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 EK0179  DYNAMIC HT  -         237.793 (meters)     780.16  (feet)  COMP
 EK0179  MODELED GRAV-     979,608.4   (mgal)                       NAVD 88
 EK0179
 EK0179  VERT ORDER  -  SECOND    CLASS 0
 EK0179
 EK0179.The horizontal coordinates were scaled from a topographic map and have
 EK0179.an estimated accuracy of +/- 6 seconds.
 EK0179
 EK0179.The orthometric height was determined by differential leveling
 EK0179.and adjusted by the National Geodetic Survey in June 1991..
 EK0179
 EK0179.The geoid height was determined by GEOID03.
 EK0179
 EK0179.The dynamic height is computed by dividing the NAVD 88
 EK0179.geopotential number by the normal gravity value computed on the
 EK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0179.degrees latitude (g = 980.6199 gals.).
 EK0179
 EK0179.The modeled gravity was interpolated from observed gravity values.
 EK0179
 EK0179;                    North         East    Units  Estimated Accuracy
 EK0179;SPC AR S     -   582,660.      198,640.      MT  (+/- 180 meters Scaled)
 EK0179
 EK0179                          SUPERSEDED SURVEY CONTROL
 EK0179
 EK0179  NGVD 29 (??/??/92)  237.991  (m)          780.81   (f) ADJ UNCH    2 0
 EK0179
 EK0179.Superseded values are not recommended for survey control.
 EK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0179.See file dsdata.txt to determine how the superseded data were derived.
 EK0179
 EK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT907954(NAD 83)
 EK0179_MARKER: DB = BENCH MARK DISK
 EK0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0179_STAMPING: C-132 1935
 EK0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0179+STABILITY: SURFACE MOTION
 EK0179
 EK0179  HISTORY     - Date     Condition        Report By
 EK0179  HISTORY     - 1935     MONUMENTED       CGS
 EK0179  HISTORY     - 1961     GOOD             NGS
 EK0179  HISTORY     - 1984     MARK NOT FOUND   USGS
 EK0179
 EK0179                          STATION DESCRIPTION
 EK0179
 EK0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0179'9.1 MI E FROM WICKES.
 EK0179'9.1 MILES EAST OF, ALONG BAKER SPRINGS RD., FROM K. C. S. RY
 EK0179'STATION.  ABOUT 2 MILES EAST OF THE DUCKETT SCHOOL, ABOUT .6
 EK0179'MILE WEST OF BRIDGE OVER COSSATOT RIVER, ABOUT .2 MILE WEST
 EK0179'OF JUNCTION OF A DIM ROAD EAST AT SUMMIT OF HILL, ABOUT 110 FEET
 EK0179'EAST OF THE EAST END OF S CURVE, 27.2 FEET NORTH OF THE ROAD
 EK0179'CENTERLINE, 15 FEET WEST OF A BLAZED OAK TREE 1.1 FT. IN DIAMETER,
 EK0179'TABLET SET IN PRECAST CONCRETE POST.
 EK0179
 EK0179                          STATION RECOVERY (1961)
 EK0179
 EK0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0179'RECOVERED IN GOOD CONDITION.
 EK0179
 EK0179                          STATION RECOVERY (1984)
 EK0179
 EK0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 EK0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0084 ***********************************************************************
 EK0084  DESIGNATION -  C 133
 EK0084  PID         -  EK0084
 EK0084  STATE/COUNTY-  AR/POLK
 EK0084  USGS QUAD   -  MENA (1975)
 EK0084
 EK0084                         *CURRENT SURVEY CONTROL
 EK0084  ___________________________________________________________________
 EK0084* NAD 83(1986)-  34 30 46.     (N)    094 12 25.     (W)     SCALED    
 EK0084* NAVD 88     -       351.904  (meters)    1154.54   (feet)  ADJUSTED  
 EK0084  ___________________________________________________________________
 EK0084  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 EK0084  DYNAMIC HT  -         351.524 (meters)    1153.29  (feet)  COMP
 EK0084  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 EK0084
 EK0084  VERT ORDER  -  SECOND    CLASS 0
 EK0084
 EK0084.The horizontal coordinates were scaled from a topographic map and have
 EK0084.an estimated accuracy of +/- 6 seconds.
 EK0084
 EK0084.The orthometric height was determined by differential leveling
 EK0084.and adjusted by the National Geodetic Survey in June 1991..
 EK0084
 EK0084.The geoid height was determined by GEOID03.
 EK0084
 EK0084.The dynamic height is computed by dividing the NAVD 88
 EK0084.geopotential number by the normal gravity value computed on the
 EK0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0084.degrees latitude (g = 980.6199 gals.).
 EK0084
 EK0084.The modeled gravity was interpolated from observed gravity values.
 EK0084
 EK0084;                    North         East    Units  Estimated Accuracy
 EK0084;SPC AR S     -   606,940.      197,370.      MT  (+/- 180 meters Scaled)
 EK0084
 EK0084                          SUPERSEDED SURVEY CONTROL
 EK0084
 EK0084  NGVD 29 (??/??/92)  351.818  (m)         1154.26   (f) ADJ UNCH    2 0
 EK0084
 EK0084.Superseded values are not recommended for survey control.
 EK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0084.See file dsdata.txt to determine how the superseded data were derived.
 EK0084
 EK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU892196(NAD 83)
 EK0084_MARKER: DB = BENCH MARK DISK
 EK0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0084_STAMPING: C-133 1935
 EK0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0084+STABILITY: SURFACE MOTION
 EK0084
 EK0084  HISTORY     - Date     Condition        Report By
 EK0084  HISTORY     - 1935     MONUMENTED       CGS
 EK0084  HISTORY     - 1956     MARK NOT FOUND   USGS
 EK0084  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0084
 EK0084                          STATION DESCRIPTION
 EK0084
 EK0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0084'2 MI S FROM DALLAS.
 EK0084'2.0 MILES SOUTHEAST OF, ALONG SHADY ROAD, FROM DALLAS SCHOOL.
 EK0084'ABOUT .1 MILE NORTHWEST OF MARKER OUACHITA NATIONAL FOREST,
 EK0084'AT BRIDGE OVER CARTER CREEK, ABOUT 190 FEET SOUTH OF JUNCTION OF A
 EK0084'DIM ROAD NORTHEAST ALONG CREEK, 40 FEET NORTHWEST OF CREEK AT A
 EK0084'CURVE IN THE CREEK BED, 20.5 FEET EAST OF THE ROAD CENTERLINE, IN
 EK0084'TOP OF A BOULDER AT SOUTH SLOPE OF A SMALL HILL, 2 FEET ABOVE THE
 EK0084'ROAD SURFACE.  TABLET SET IN TOP OF PRECAST CONCRETE POST.
 EK0084
 EK0084                          STATION RECOVERY (1956)
 EK0084
 EK0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EK0084'MARK NOT FOUND.
 EK0084
 EK0084                          STATION RECOVERY (1961)
 EK0084
 EK0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1524 ***********************************************************************
 EJ1524  DESIGNATION -  C 135
 EJ1524  PID         -  EJ1524
 EJ1524  STATE/COUNTY-  AR/MONTGOMERY
 EJ1524  USGS QUAD   -  PINE RIDGE (1985)
 EJ1524
 EJ1524                         *CURRENT SURVEY CONTROL
 EJ1524  ___________________________________________________________________
 EJ1524* NAD 83(1986)-  34 31 44.     (N)    093 54 37.     (W)     SCALED    
 EJ1524* NAVD 88     -       253.909  (meters)     833.03   (feet)  ADJUSTED  
 EJ1524  ___________________________________________________________________
 EJ1524  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 EJ1524  DYNAMIC HT  -         253.645 (meters)     832.17  (feet)  COMP
 EJ1524  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 EJ1524
 EJ1524  VERT ORDER  -  SECOND    CLASS 0
 EJ1524
 EJ1524.The horizontal coordinates were scaled from a topographic map and have
 EJ1524.an estimated accuracy of +/- 6 seconds.
 EJ1524
 EJ1524.The orthometric height was determined by differential leveling
 EJ1524.and adjusted by the National Geodetic Survey in June 1991..
 EJ1524
 EJ1524.The geoid height was determined by GEOID03.
 EJ1524
 EJ1524.The dynamic height is computed by dividing the NAVD 88
 EJ1524.geopotential number by the normal gravity value computed on the
 EJ1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1524.degrees latitude (g = 980.6199 gals.).
 EJ1524
 EJ1524.The modeled gravity was interpolated from observed gravity values.
 EJ1524
 EJ1524;                    North         East    Units  Estimated Accuracy
 EJ1524;SPC AR S     -   608,180.      224,640.      MT  (+/- 180 meters Scaled)
 EJ1524
 EJ1524                          SUPERSEDED SURVEY CONTROL
 EJ1524
 EJ1524  NGVD 29 (??/??/92)  253.845  (m)          832.82   (f) ADJ UNCH    2 0
 EJ1524
 EJ1524.Superseded values are not recommended for survey control.
 EJ1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1524.See file dsdata.txt to determine how the superseded data were derived.
 EJ1524
 EJ1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU164211(NAD 83)
 EJ1524_MARKER: DB = BENCH MARK DISK
 EJ1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1524_STAMPING: C 135 1935
 EJ1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1524+STABILITY: SURFACE MOTION
 EJ1524
 EJ1524  HISTORY     - Date     Condition        Report By
 EJ1524  HISTORY     - 1935     MONUMENTED       CGS
 EJ1524  HISTORY     - 1961     GOOD             NGS
 EJ1524
 EJ1524                          STATION DESCRIPTION
 EJ1524
 EJ1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1524'6.2 MI ESE FROM OPAL.
 EJ1524'ALONG THE OLD ALDER-BLACK SPRINGS ROAD, ABOUT 0.2 MILE EAST OF A ROAD
 EJ1524'FORK, ABOUT 215 FEET EAST OF A FORD OVER KATES CREEK AND 29 FEET SOUTH
 EJ1524'OF THE ROAD.  IT IS THOUGHT TO BE IN THE SW 1/4 NW 1/4 SEC. 32, T. 2
 EJ1524'S., R. 27 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1536 ***********************************************************************
 EJ1536  DESIGNATION -  C 136
 EJ1536  PID         -  EJ1536
 EJ1536  STATE/COUNTY-  AR/MONTGOMERY
 EJ1536  USGS QUAD   -  ODEN (1985)
 EJ1536
 EJ1536                         *CURRENT SURVEY CONTROL
 EJ1536  ___________________________________________________________________
 EJ1536* NAD 83(1986)-  34 35 01.     (N)    093 45 43.     (W)     SCALED    
 EJ1536* NAVD 88     -       255.214  (meters)     837.31   (feet)  ADJUSTED  
 EJ1536  ___________________________________________________________________
 EJ1536  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EJ1536  DYNAMIC HT  -         254.949 (meters)     836.45  (feet)  COMP
 EJ1536  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 EJ1536
 EJ1536  VERT ORDER  -  SECOND    CLASS 0
 EJ1536
 EJ1536.The horizontal coordinates were scaled from a topographic map and have
 EJ1536.an estimated accuracy of +/- 6 seconds.
 EJ1536
 EJ1536.The orthometric height was determined by differential leveling
 EJ1536.and adjusted by the National Geodetic Survey in June 1991..
 EJ1536
 EJ1536.The geoid height was determined by GEOID03.
 EJ1536
 EJ1536.The dynamic height is computed by dividing the NAVD 88
 EJ1536.geopotential number by the normal gravity value computed on the
 EJ1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1536.degrees latitude (g = 980.6199 gals.).
 EJ1536
 EJ1536.The modeled gravity was interpolated from observed gravity values.
 EJ1536
 EJ1536;                    North         East    Units  Estimated Accuracy
 EJ1536;SPC AR S     -   614,010.      238,360.      MT  (+/- 180 meters Scaled)
 EJ1536
 EJ1536                          SUPERSEDED SURVEY CONTROL
 EJ1536
 EJ1536  NGVD 29 (??/??/92)  255.149  (m)          837.10   (f) ADJ UNCH    2 0
 EJ1536
 EJ1536.Superseded values are not recommended for survey control.
 EJ1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1536.See file dsdata.txt to determine how the superseded data were derived.
 EJ1536
 EJ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU301271(NAD 83)
 EJ1536_MARKER: DB = BENCH MARK DISK
 EJ1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1536_STAMPING: C-136 1935
 EJ1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1536+STABILITY: SURFACE MOTION
 EJ1536
 EJ1536  HISTORY     - Date     Condition        Report By
 EJ1536  HISTORY     - 1935     MONUMENTED       CGS
 EJ1536  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1536
 EJ1536                          STATION DESCRIPTION
 EJ1536
 EJ1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1536'3.4 MI S FROM ODEN.
 EJ1536'3.4 MILES SOUTH OF, ALONG ODEN-GASTON ROAD, FROM ODEN CONSOLIDATED
 EJ1536'SCHOOL.  ABOUT 1 MILE SOUTH OF A CHURCH AT TURN IN ROAD.  ABOUT .2
 EJ1536'MILE SOUTH OF AN ABANDONED RAILROAD Y.  ABOUT 295 FEET SOUTH OF A FORD
 EJ1536'OF CLEAR CREEK.  48 FEET EAST OF THE CREEK.  28.5 FT. WEST OF ROAD
 EJ1536'CENTERLINE.  25 FEET EAST OF A BLAZED OAK TREE 1.1 FT. IN DIAMETER.
 EJ1536'TABLET SET IN PRECAST CONCRETE POST.
 EJ1536
 EJ1536                          STATION RECOVERY (1961)
 EJ1536
 EJ1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1124 ***********************************************************************
 EJ1124  DESIGNATION -  C 137
 EJ1124  PID         -  EJ1124
 EJ1124  STATE/COUNTY-  AR/CLARK
 EJ1124  USGS QUAD   -  AMITY (1966)
 EJ1124
 EJ1124                         *CURRENT SURVEY CONTROL
 EJ1124  ___________________________________________________________________
 EJ1124* NAD 83(1986)-  34 19 05.     (N)    093 24 54.     (W)     SCALED    
 EJ1124* NAVD 88     -       142.094  (meters)     466.19   (feet)  ADJUSTED  
 EJ1124  ___________________________________________________________________
 EJ1124  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EJ1124  DYNAMIC HT  -         141.950 (meters)     465.71  (feet)  COMP
 EJ1124  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 EJ1124
 EJ1124  VERT ORDER  -  SECOND    CLASS 0
 EJ1124
 EJ1124.The horizontal coordinates were scaled from a topographic map and have
 EJ1124.an estimated accuracy of +/- 6 seconds.
 EJ1124
 EJ1124.The orthometric height was determined by differential leveling
 EJ1124.and adjusted by the National Geodetic Survey in June 1991..
 EJ1124
 EJ1124.The geoid height was determined by GEOID03.
 EJ1124
 EJ1124.The dynamic height is computed by dividing the NAVD 88
 EJ1124.geopotential number by the normal gravity value computed on the
 EJ1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1124.degrees latitude (g = 980.6199 gals.).
 EJ1124
 EJ1124.The modeled gravity was interpolated from observed gravity values.
 EJ1124
 EJ1124;                    North         East    Units  Estimated Accuracy
 EJ1124;SPC AR S     -   584,060.      269,780.      MT  (+/- 180 meters Scaled)
 EJ1124
 EJ1124                          SUPERSEDED SURVEY CONTROL
 EJ1124
 EJ1124  NGVD 29 (??/??/92)  142.083  (m)          466.15   (f) ADJ UNCH    2 0
 EJ1124
 EJ1124.Superseded values are not recommended for survey control.
 EJ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1124.See file dsdata.txt to determine how the superseded data were derived.
 EJ1124
 EJ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT618975(NAD 83)
 EJ1124_MARKER: DB = BENCH MARK DISK
 EJ1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1124_STAMPING: C 137 1935
 EJ1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1124+STABILITY: SURFACE MOTION
 EJ1124
 EJ1124  HISTORY     - Date     Condition        Report By
 EJ1124  HISTORY     - 1935     MONUMENTED       CGS
 EJ1124
 EJ1124                          STATION DESCRIPTION
 EJ1124
 EJ1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1124'6.5 MI NE FROM AMITY.
 EJ1124'6.5 MILES NORTHEAST ALONG THE AMITY-BISMARCK ROAD FROM THE MISSOURI
 EJ1124'PACIFIC RAILROAD STATION AT AMITY, 125 FEET NORTHEAST OF THE EAST END
 EJ1124'OF A BRIDGE OVER SUGAR LOAF CREEK, 26 FEET NORTHWEST OF THE CENTERLINE
 EJ1124'OF THE HIGHWAY, 8.5 FEET NORTHEAST OF A 6-INCH BLAZED PINE TREE ON A
 EJ1124'FENCE LINE, AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED
 EJ1124'C 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1228 ***********************************************************************
 EJ1228  DESIGNATION -  C 138
 EJ1228  PID         -  EJ1228
 EJ1228  STATE/COUNTY-  AR/CLARK
 EJ1228  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1228
 EJ1228                         *CURRENT SURVEY CONTROL
 EJ1228  ___________________________________________________________________
 EJ1228* NAD 83(1986)-  34 05 49.     (N)    093 08 00.     (W)     SCALED    
 EJ1228* NAVD 88     -        81.104  (meters)     266.09   (feet)  ADJUSTED  
 EJ1228  ___________________________________________________________________
 EJ1228  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EJ1228  DYNAMIC HT  -          81.023 (meters)     265.82  (feet)  COMP
 EJ1228  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 EJ1228
 EJ1228  VERT ORDER  -  SECOND    CLASS 0
 EJ1228
 EJ1228.The horizontal coordinates were scaled from a topographic map and have
 EJ1228.an estimated accuracy of +/- 6 seconds.
 EJ1228
 EJ1228.The orthometric height was determined by differential leveling
 EJ1228.and adjusted by the National Geodetic Survey in June 1991..
 EJ1228
 EJ1228.The geoid height was determined by GEOID03.
 EJ1228
 EJ1228.The dynamic height is computed by dividing the NAVD 88
 EJ1228.geopotential number by the normal gravity value computed on the
 EJ1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1228.degrees latitude (g = 980.6199 gals.).
 EJ1228
 EJ1228.The modeled gravity was interpolated from observed gravity values.
 EJ1228
 EJ1228;                    North         East    Units  Estimated Accuracy
 EJ1228;SPC AR S     -   559,210.      295,430.      MT  (+/- 180 meters Scaled)
 EJ1228
 EJ1228                          SUPERSEDED SURVEY CONTROL
 EJ1228
 EJ1228  NGVD 29 (??/??/92)   81.114  (m)          266.12   (f) ADJ UNCH    2 0
 EJ1228
 EJ1228.Superseded values are not recommended for survey control.
 EJ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1228.See file dsdata.txt to determine how the superseded data were derived.
 EJ1228
 EJ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT877729(NAD 83)
 EJ1228_MARKER: DB = BENCH MARK DISK
 EJ1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1228_STAMPING: C 138 1935
 EJ1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1228+STABILITY: SURFACE MOTION
 EJ1228
 EJ1228  HISTORY     - Date     Condition        Report By
 EJ1228  HISTORY     - 1935     MONUMENTED       CGS
 EJ1228  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1228
 EJ1228                          STATION DESCRIPTION
 EJ1228
 EJ1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1228'5.5 MI SW FROM ARKADELPHIA.
 EJ1228'5.5 MILES SOUTHWEST ALONG STATE HIGHWAY 51 FROM THE POST OFFICE AT
 EJ1228'ARKADELPHIA, 1.9 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 26, 240
 EJ1228'FEET WEST OF A BRIDGE OVER BIG DECIPER CREEK, 24 FEET SOUTH OF THE
 EJ1228'CENTERLINE OF THE HIGHWAY, 110 FEET SOUTHEAST OF A FENCE CORNER, AND 1
 EJ1228'FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED C 138 1935 AND SET IN
 EJ1228'THE TOP OF A CONCRETE POST.
 EJ1228
 EJ1228                          STATION RECOVERY (1964)
 EJ1228
 EJ1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0725 ***********************************************************************
 EJ0725  DESIGNATION -  C 139
 EJ0725  PID         -  EJ0725
 EJ0725  STATE/COUNTY-  AR/HOT SPRING
 EJ0725  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0725
 EJ0725                         *CURRENT SURVEY CONTROL
 EJ0725  ___________________________________________________________________
 EJ0725* NAD 83(1986)-  34 19 51.     (N)    092 57 49.     (W)     SCALED    
 EJ0725* NAVD 88     -        86.627  (meters)     284.21   (feet)  ADJUSTED  
 EJ0725  ___________________________________________________________________
 EJ0725  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EJ0725  DYNAMIC HT  -          86.542 (meters)     283.93  (feet)  COMP
 EJ0725  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 EJ0725
 EJ0725  VERT ORDER  -  SECOND    CLASS 0
 EJ0725
 EJ0725.The horizontal coordinates were scaled from a topographic map and have
 EJ0725.an estimated accuracy of +/- 6 seconds.
 EJ0725
 EJ0725.The orthometric height was determined by differential leveling
 EJ0725.and adjusted by the National Geodetic Survey in June 1991..
 EJ0725
 EJ0725.The geoid height was determined by GEOID03.
 EJ0725
 EJ0725.The dynamic height is computed by dividing the NAVD 88
 EJ0725.geopotential number by the normal gravity value computed on the
 EJ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0725.degrees latitude (g = 980.6199 gals.).
 EJ0725
 EJ0725.The modeled gravity was interpolated from observed gravity values.
 EJ0725
 EJ0725;                    North         East    Units  Estimated Accuracy
 EJ0725;SPC AR S     -   585,000.      311,330.      MT  (+/- 180 meters Scaled)
 EJ0725
 EJ0725                          SUPERSEDED SURVEY CONTROL
 EJ0725
 EJ0725  NGVD 29 (??/??/92)   86.634  (m)          284.23   (f) ADJ UNCH    2 0
 EJ0725
 EJ0725.Superseded values are not recommended for survey control.
 EJ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0725.See file dsdata.txt to determine how the superseded data were derived.
 EJ0725
 EJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT033988(NAD 83)
 EJ0725_MARKER: DB = BENCH MARK DISK
 EJ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0725_STAMPING: C 139 1935
 EJ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0725+STABILITY: SURFACE MOTION
 EJ0725
 EJ0725  HISTORY     - Date     Condition        Report By
 EJ0725  HISTORY     - 1935     MONUMENTED       CGS
 EJ0725  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0725
 EJ0725                          STATION DESCRIPTION
 EJ0725
 EJ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0725'2.9 MI W FROM SOCIAL HILL.
 EJ0725'2.9 MILES WEST ALONG STATE HIGHWAY 84 FROM THE R.J. HODGES RESIDENCE
 EJ0725'AT SOCIAL HILL, 0.2 MILE WEST OF THE ROY B. PILCHER FARMHOUSE, 195
 EJ0725'FEET WEST OF A SMALL WOOD BRIDGE, 28 FEET SOUTH OF THE CENTERLINE OF
 EJ0725'THE HIGHWAY, 35.5 FEET EAST OF A 12-INCH BLAZED OAK TREE, AND 1 FOOT
 EJ0725'NORTH OF A FENCE.  A STANDARD DISK, STAMPED C 139 1935 AND SET IN THE
 EJ0725'TOP OF A CONCRETE POST.
 EJ0725
 EJ0725                          STATION RECOVERY (1975)
 EJ0725
 EJ0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0711 ***********************************************************************
 EJ0711  DESIGNATION -  C 140
 EJ0711  PID         -  EJ0711
 EJ0711  STATE/COUNTY-  AR/GARLAND
 EJ0711  USGS QUAD   -  LAKE CATHERINE (1978)
 EJ0711
 EJ0711                         *CURRENT SURVEY CONTROL
 EJ0711  ___________________________________________________________________
 EJ0711* NAD 83(1986)-  34 28 20.     (N)    092 59 45.     (W)     SCALED    
 EJ0711* NAVD 88     -       112.967  (meters)     370.63   (feet)  ADJUSTED  
 EJ0711  ___________________________________________________________________
 EJ0711  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EJ0711  DYNAMIC HT  -         112.858 (meters)     370.27  (feet)  COMP
 EJ0711  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EJ0711
 EJ0711  VERT ORDER  -  SECOND    CLASS 0
 EJ0711
 EJ0711.The horizontal coordinates were scaled from a topographic map and have
 EJ0711.an estimated accuracy of +/- 6 seconds.
 EJ0711
 EJ0711.The orthometric height was determined by differential leveling
 EJ0711.and adjusted by the National Geodetic Survey in June 1991..
 EJ0711
 EJ0711.The geoid height was determined by GEOID03.
 EJ0711
 EJ0711.The dynamic height is computed by dividing the NAVD 88
 EJ0711.geopotential number by the normal gravity value computed on the
 EJ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0711.degrees latitude (g = 980.6199 gals.).
 EJ0711
 EJ0711.The modeled gravity was interpolated from observed gravity values.
 EJ0711
 EJ0711;                    North         East    Units  Estimated Accuracy
 EJ0711;SPC AR S     -   600,710.      308,520.      MT  (+/- 180 meters Scaled)
 EJ0711
 EJ0711                          SUPERSEDED SURVEY CONTROL
 EJ0711
 EJ0711  NGVD 29 (??/??/92)  112.96   (m)          370.6    (f) COMPUTED    2 0
 EJ0711
 EJ0711.Superseded values are not recommended for survey control.
 EJ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0711.See file dsdata.txt to determine how the superseded data were derived.
 EJ0711
 EJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU003145(NAD 83)
 EJ0711_MARKER: DB = BENCH MARK DISK
 EJ0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0711_SP_SET: BUILDING
 EJ0711_STAMPING: C 140 1935
 EJ0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0711
 EJ0711  HISTORY     - Date     Condition        Report By
 EJ0711  HISTORY     - 1935     MONUMENTED       CGS
 EJ0711  HISTORY     - 1983     GOOD             NGS
 EJ0711  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0711
 EJ0711                          STATION DESCRIPTION
 EJ0711
 EJ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0711'4.7 MI SE FROM HOT SPRING.
 EJ0711'4.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 270 FROM THE POST OFFICE AT HOT
 EJ0711'SPRINGS, AT THE LAKESIDE SCHOOL, 165 FEET NORTHWEST OF THE CENTERLINE
 EJ0711'OF THE HIGHWAY, 12 FEET HIGHER THAN THE HIGHWAY, 3 FEET HIGHER THAN
 EJ0711'THE GROUND, IN THE SOUTH FACE OF THE BUILDING, AND 1.8 FEET EAST OF
 EJ0711'THE SOUTHWEST CORNER.  A STANDARD DISK, STAMPED C 140 1935 AND SET
 EJ0711'VERTICALLY.
 EJ0711
 EJ0711                          STATION RECOVERY (1983)
 EJ0711
 EJ0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EJ0711'RECOVERED IN GOOD CONDITION.
 EJ0711
 EJ0711                          STATION RECOVERY (1998)
 EJ0711
 EJ0711'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2079 ***********************************************************************
 EJ2079  DESIGNATION -  C 140 RESET
 EJ2079  PID         -  EJ2079
 EJ2079  STATE/COUNTY-  AR/GARLAND
 EJ2079  USGS QUAD   -  LAKE CATHERINE (1978)
 EJ2079
 EJ2079                         *CURRENT SURVEY CONTROL
 EJ2079  ___________________________________________________________________
 EJ2079* NAD 83(1986)-  34 28 20.     (N)    092 59 45.     (W)     SCALED    
 EJ2079* NAVD 88     -       110.25   (meters)     361.7    (feet)  RESET     
 EJ2079  ___________________________________________________________________
 EJ2079  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EJ2079
 EJ2079  VERT ORDER  -  THIRD
 EJ2079
 EJ2079.The horizontal coordinates were scaled from a topographic map and have
 EJ2079.an estimated accuracy of +/- 6 seconds.
 EJ2079
 EJ2079.The orthometric height was computed from unverified reset data.
 EJ2079
 EJ2079.The geoid height was determined by GEOID03.
 EJ2079
 EJ2079;                    North         East    Units  Estimated Accuracy
 EJ2079;SPC AR S     -   600,710.      308,520.      MT  (+/- 180 meters Scaled)
 EJ2079
 EJ2079                          SUPERSEDED SURVEY CONTROL
 EJ2079
 EJ2079.No superseded survey control is available for this station.
 EJ2079
 EJ2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU003145(NAD 83)
 EJ2079_MARKER: DV = VERTICAL CONTROL DISK
 EJ2079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ2079_SP_SET: HEADWALL
 EJ2079_STAMPING: C 140 RESET 1983
 EJ2079_MARK LOGO: NGS   
 EJ2079_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2079+STABILITY: SURFACE MOTION
 EJ2079
 EJ2079  HISTORY     - Date     Condition        Report By
 EJ2079  HISTORY     - 1983     MONUMENTED       NGS
 EJ2079
 EJ2079                          STATION DESCRIPTION
 EJ2079
 EJ2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EJ2079'4.7 MILES (7.6 KM) SOUTHEAST ALONG US HIGHWAY 270 FROM THE POST OFFICE
 EJ2079'IN HOT SPRINGS, AT THE LAKESIDE SCHOOL COMPLEX, IN THE TOP OF THE
 EJ2079'EAST END OF CULVERT UNDER PAVED ROAD, ABOUT 200 FEET (61.0 M) NORTH
 EJ2079'OF HIGHWAY 270, MIDWAY BETWEEN THE LAKESIDE ELEMENTARY SCHOOL AND
 EJ2079'HIGH SCHOOL FIELD HOUSE, 67.0 FEET (20.4 M) SOUTHEAST OF A FIRE
 EJ2079'HYDRANT, 15.0 FEET (4.6 M) SOUTH OF THE CENTER OF PAVED ROAD BETWEEN
 EJ2079'THE PARKING LOTS OF ELEMENTARY SCHOOL AND FIELD HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1490 ***********************************************************************
 FG1490  DESIGNATION -  C 141
 FG1490  PID         -  FG1490
 FG1490  STATE/COUNTY-  AR/JOHNSON
 FG1490  USGS QUAD   -  HUNT (1963)
 FG1490
 FG1490                         *CURRENT SURVEY CONTROL
 FG1490  ___________________________________________________________________
 FG1490* NAD 83(1986)-  35 35 14.     (N)    093 41 04.     (W)     SCALED    
 FG1490* NAVD 88     -       543.313  (meters)    1782.52   (feet)  ADJUSTED  
 FG1490  ___________________________________________________________________
 FG1490  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FG1490  DYNAMIC HT  -         542.782 (meters)    1780.78  (feet)  COMP
 FG1490  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 FG1490
 FG1490  VERT ORDER  -  SECOND    CLASS 0
 FG1490
 FG1490.The horizontal coordinates were scaled from a topographic map and have
 FG1490.an estimated accuracy of +/- 6 seconds.
 FG1490
 FG1490.The orthometric height was determined by differential leveling
 FG1490.and adjusted by the National Geodetic Survey in June 1991..
 FG1490
 FG1490.The geoid height was determined by GEOID03.
 FG1490
 FG1490.The dynamic height is computed by dividing the NAVD 88
 FG1490.geopotential number by the normal gravity value computed on the
 FG1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1490.degrees latitude (g = 980.6199 gals.).
 FG1490
 FG1490.The modeled gravity was interpolated from observed gravity values.
 FG1490
 FG1490;                    North         East    Units  Estimated Accuracy
 FG1490;SPC AR N     -   140,410.      247,350.      MT  (+/- 180 meters Scaled)
 FG1490
 FG1490                          SUPERSEDED SURVEY CONTROL
 FG1490
 FG1490  NGVD 29 (??/??/92)  543.233  (m)         1782.26   (f) ADJ UNCH    2 0
 FG1490
 FG1490.Superseded values are not recommended for survey control.
 FG1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1490.See file dsdata.txt to determine how the superseded data were derived.
 FG1490
 FG1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV379383(NAD 83)
 FG1490_MARKER: DB = BENCH MARK DISK
 FG1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1490_STAMPING: C 141 1935
 FG1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1490+STABILITY: SURFACE MOTION
 FG1490
 FG1490  HISTORY     - Date     Condition        Report By
 FG1490  HISTORY     - 1935     MONUMENTED       CGS
 FG1490  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1490
 FG1490                          STATION DESCRIPTION
 FG1490
 FG1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1490'14.0 MI SE FROM TAFT.
 FG1490'IN JOHNSON COUNTY, 3.6 MILES SOUTHWEST ALONG THE CASS-TAFT ROAD FROM
 FG1490'THE POST OFFICE AT TAFT, FRANKLIN COUNTY, 10.4 MILES SOUTHEAST ALONG A
 FG1490'COUNTY ROAD, AT THE TOP OF A HILL, 200 FEET EAST OF A HOUSE ON THE JIM
 FG1490'MILTON FARM, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 44 FEET
 FG1490'SOUTHWEST OF A WAGON ROAD, AT A FENCE CORNER, 19 FEET SOUTH OF A
 FG1490'NORTHEAST FENCE CORNER, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK,
 FG1490'STAMPED C 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1424 ***********************************************************************
 FG1424  DESIGNATION -  C 142
 FG1424  PID         -  FG1424
 FG1424  STATE/COUNTY-  AR/FRANKLIN
 FG1424  USGS QUAD   -  BIDVILLE (1973)
 FG1424
 FG1424                         *CURRENT SURVEY CONTROL
 FG1424  ___________________________________________________________________
 FG1424* NAD 83(1986)-  35 40 11.     (N)    093 54 25.     (W)     SCALED    
 FG1424* NAVD 88     -       421.418  (meters)    1382.60   (feet)  ADJUSTED  
 FG1424  ___________________________________________________________________
 FG1424  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FG1424  DYNAMIC HT  -         421.020 (meters)    1381.30  (feet)  COMP
 FG1424  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 FG1424
 FG1424  VERT ORDER  -  SECOND    CLASS 0
 FG1424
 FG1424.The horizontal coordinates were scaled from a topographic map and have
 FG1424.an estimated accuracy of +/- 6 seconds.
 FG1424
 FG1424.The orthometric height was determined by differential leveling
 FG1424.and adjusted by the National Geodetic Survey in June 1991..
 FG1424
 FG1424.The geoid height was determined by GEOID03.
 FG1424
 FG1424.The dynamic height is computed by dividing the NAVD 88
 FG1424.geopotential number by the normal gravity value computed on the
 FG1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1424.degrees latitude (g = 980.6199 gals.).
 FG1424
 FG1424.The modeled gravity was interpolated from observed gravity values.
 FG1424
 FG1424;                    North         East    Units  Estimated Accuracy
 FG1424;SPC AR N     -   149,930.      227,370.      MT  (+/- 180 meters Scaled)
 FG1424
 FG1424                          SUPERSEDED SURVEY CONTROL
 FG1424
 FG1424  NGVD 29 (??/??/92)  421.324  (m)         1382.29   (f) ADJ UNCH    2 0
 FG1424
 FG1424.Superseded values are not recommended for survey control.
 FG1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1424.See file dsdata.txt to determine how the superseded data were derived.
 FG1424
 FG1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV179476(NAD 83)
 FG1424_MARKER: DB = BENCH MARK DISK
 FG1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1424_STAMPING: C 142 1935
 FG1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1424+STABILITY: SURFACE MOTION
 FG1424
 FG1424  HISTORY     - Date     Condition        Report By
 FG1424  HISTORY     - 1935     MONUMENTED       CGS
 FG1424  HISTORY     - 1959     GOOD             NGS
 FG1424
 FG1424                          STATION DESCRIPTION
 FG1424
 FG1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1424'7.2 MI W FROM CASS.
 FG1424'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BRIDGE OVER FANES
 FG1424'CREEK AT CASS, FRANKLIN COUNTY, 6.1 MILES WEST ALONG THE CASS-BIDVILLE
 FG1424'ROAD, ON THE SLOPE OF A HILL, 36 FEET EAST OF THE CENTERLINE OF THE
 FG1424'ROAD, 26 FEET SOUTHEAST OF THE EAST END OF A STONE CULVERT, AND 4 FEET
 FG1424'WEST OF A 24-INCH STUMP.  A STANDARD DISK, STAMPED C 142 1935 AND SET
 FG1424'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1365 ***********************************************************************
 FG1365  DESIGNATION -  C 143
 FG1365  PID         -  FG1365
 FG1365  STATE/COUNTY-  AR/CRAWFORD
 FG1365  USGS QUAD   -  BIDVILLE (1973)
 FG1365
 FG1365                         *CURRENT SURVEY CONTROL
 FG1365  ___________________________________________________________________
 FG1365* NAD 83(1986)-  35 44 23.     (N)    093 58 55.     (W)     SCALED    
 FG1365* NAVD 88     -       682.822  (meters)    2240.23   (feet)  ADJUSTED  
 FG1365  ___________________________________________________________________
 FG1365  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FG1365  DYNAMIC HT  -         682.151 (meters)    2238.02  (feet)  COMP
 FG1365  MODELED GRAV-     979,627.4   (mgal)                       NAVD 88
 FG1365
 FG1365  VERT ORDER  -  SECOND    CLASS 0
 FG1365
 FG1365.The horizontal coordinates were scaled from a topographic map and have
 FG1365.an estimated accuracy of +/- 6 seconds.
 FG1365
 FG1365.The orthometric height was determined by differential leveling
 FG1365.and adjusted by the National Geodetic Survey in June 1991..
 FG1365
 FG1365.The geoid height was determined by GEOID03.
 FG1365
 FG1365.The dynamic height is computed by dividing the NAVD 88
 FG1365.geopotential number by the normal gravity value computed on the
 FG1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1365.degrees latitude (g = 980.6199 gals.).
 FG1365
 FG1365.The modeled gravity was interpolated from observed gravity values.
 FG1365
 FG1365;                    North         East    Units  Estimated Accuracy
 FG1365;SPC AR N     -   157,830.      220,740.      MT  (+/- 180 meters Scaled)
 FG1365
 FG1365                          SUPERSEDED SURVEY CONTROL
 FG1365
 FG1365  NGVD 29 (??/??/92)  682.690  (m)         2239.79   (f) ADJ UNCH    2 0
 FG1365
 FG1365.Superseded values are not recommended for survey control.
 FG1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1365.See file dsdata.txt to determine how the superseded data were derived.
 FG1365
 FG1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV112555(NAD 83)
 FG1365_MARKER: DB = BENCH MARK DISK
 FG1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1365_STAMPING: C 143 1935
 FG1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1365+STABILITY: SURFACE MOTION
 FG1365
 FG1365  HISTORY     - Date     Condition        Report By
 FG1365  HISTORY     - 1935     MONUMENTED       CGS
 FG1365  HISTORY     - 1960     GOOD             NGS
 FG1365  HISTORY     - 1972     POOR             NGS
 FG1365
 FG1365                          STATION DESCRIPTION
 FG1365
 FG1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1365'IN BIDVILLE.
 FG1365'AT BIDVILLE, CRAWFORD COUNTY, AT THE SCHOOL, 32 FEET NORTHWEST OF THE
 FG1365'CENTERLINE OF THE ROAD, 62 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 FG1365'SCHOOLHOUSE, 110 FEET SOUTH OF A WELL, 100 FEET NORTH OF THE NORTHWEST
 FG1365'END OF A STONE CULVERT, AND 4 FEET NORTHWEST OF A 14-INCH HICKORY
 FG1365'TREE.  A STANDARD DISK, STAMPED C 143 1935 AND SET IN THE TOP OF A
 FG1365'CONCRETE POST.
 FG1365
 FG1365                          STATION RECOVERY (1972)
 FG1365
 FG1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1365'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0076 ***********************************************************************
 FH0076  DESIGNATION -  C 144
 FH0076  PID         -  FH0076
 FH0076  STATE/COUNTY-  AR/WASHINGTON
 FH0076  USGS QUAD   -  BRENTWOOD (1983)
 FH0076
 FH0076                         *CURRENT SURVEY CONTROL
 FH0076  ___________________________________________________________________
 FH0076* NAD 83(1986)-  35 49 47.     (N)    094 03 12.     (W)     SCALED    
 FH0076* NAVD 88     -       657.668  (meters)    2157.70   (feet)  ADJUSTED  
 FH0076  ___________________________________________________________________
 FH0076  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FH0076  DYNAMIC HT  -         657.043 (meters)    2155.65  (feet)  COMP
 FH0076  MODELED GRAV-     979,660.6   (mgal)                       NAVD 88
 FH0076
 FH0076  VERT ORDER  -  SECOND    CLASS 0
 FH0076
 FH0076.The horizontal coordinates were scaled from a topographic map and have
 FH0076.an estimated accuracy of +/- 6 seconds.
 FH0076
 FH0076.The orthometric height was determined by differential leveling
 FH0076.and adjusted by the National Geodetic Survey in June 1991..
 FH0076
 FH0076.The geoid height was determined by GEOID03.
 FH0076
 FH0076.The dynamic height is computed by dividing the NAVD 88
 FH0076.geopotential number by the normal gravity value computed on the
 FH0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0076.degrees latitude (g = 980.6199 gals.).
 FH0076
 FH0076.The modeled gravity was interpolated from observed gravity values.
 FH0076
 FH0076;                    North         East    Units  Estimated Accuracy
 FH0076;SPC AR N     -   167,950.      214,490.      MT  (+/- 180 meters Scaled)
 FH0076
 FH0076                          SUPERSEDED SURVEY CONTROL
 FH0076
 FH0076  NGVD 29 (??/??/92)  657.518  (m)         2157.21   (f) ADJ UNCH    2 0
 FH0076
 FH0076.Superseded values are not recommended for survey control.
 FH0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0076.See file dsdata.txt to determine how the superseded data were derived.
 FH0076
 FH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV048655(NAD 83)
 FH0076_MARKER: DB = BENCH MARK DISK
 FH0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0076_STAMPING: C 144 1935
 FH0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0076+STABILITY: SURFACE MOTION
 FH0076
 FH0076  HISTORY     - Date     Condition        Report By
 FH0076  HISTORY     - 1935     MONUMENTED       CGS
 FH0076  HISTORY     - 1960     GOOD             NGS
 FH0076
 FH0076                          STATION DESCRIPTION
 FH0076
 FH0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0076'3.5 MI W FROM SUNSET.
 FH0076'3.5 MILES WEST ALONG STATE HIGHWAY 74 FROM THE SCHOOL AT SUNSET,
 FH0076'WASHINGTON COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH, 500
 FH0076'FEET SOUTHWEST OF A GALVANIZED IRON CULVERT UNDER STATE HIGHWAY
 FH0076'74, 300 FEET NORTHEAST OF A RIGHT ANGLE CURVE IN A STONE FENCE,
 FH0076'54 FEET SOUTH OF THE CENTER OF THE JUNCTION, 36 FEET SOUTHEAST
 FH0076'OF THE CENTERLINE OF THE HIGHWAY, 71 FEET SOUTHEAST OF A STONE
 FH0076'FENCE, 60 FEET NORTHWEST OF A SUDDEN DROP INTO A VALLEY, AND
 FH0076'4 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED G 144 1935
 FH0076'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 5 MILES
 FH0076'EAST ALONG THE SUNSET ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 FH0076'71, ABOUT 0.1 MILE SOUTHWEST OF A Y-INTERSECTION, ABOUT 50
 FH0076'YARDS NORTHEAST OF THE NORTHEAST END OF A CURVE AND ABOUT 24
 FH0076'FEET SOUTHEAST OF A 16-INCH OAK TREE WITH A TRIANGLE BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1361 ***********************************************************************
 FG1361  DESIGNATION -  C 145
 FG1361  PID         -  FG1361
 FG1361  STATE/COUNTY-  AR/MADISON
 FG1361  USGS QUAD   -  WEATHERS (1973)
 FG1361
 FG1361                         *CURRENT SURVEY CONTROL
 FG1361  ___________________________________________________________________
 FG1361* NAD 83(1986)-  35 58 43.     (N)    093 32 02.     (W)     SCALED    
 FG1361* NAVD 88     -       455.631  (meters)    1494.85   (feet)  ADJUSTED  
 FG1361  ___________________________________________________________________
 FG1361  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG1361  DYNAMIC HT  -         455.204 (meters)    1493.45  (feet)  COMP
 FG1361  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FG1361
 FG1361  VERT ORDER  -  SECOND    CLASS 0
 FG1361
 FG1361.The horizontal coordinates were scaled from a topographic map and have
 FG1361.an estimated accuracy of +/- 6 seconds.
 FG1361
 FG1361.The orthometric height was determined by differential leveling
 FG1361.and adjusted by the National Geodetic Survey in June 1991..
 FG1361
 FG1361.The geoid height was determined by GEOID03.
 FG1361
 FG1361.The dynamic height is computed by dividing the NAVD 88
 FG1361.geopotential number by the normal gravity value computed on the
 FG1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1361.degrees latitude (g = 980.6199 gals.).
 FG1361
 FG1361.The modeled gravity was interpolated from observed gravity values.
 FG1361
 FG1361;                    North         East    Units  Estimated Accuracy
 FG1361;SPC AR N     -   183,610.      261,670.      MT  (+/- 180 meters Scaled)
 FG1361
 FG1361                          SUPERSEDED SURVEY CONTROL
 FG1361
 FG1361  NGVD 29 (??/??/92)  455.518  (m)         1494.48   (f) ADJ UNCH    2 0
 FG1361
 FG1361.Superseded values are not recommended for survey control.
 FG1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1361.See file dsdata.txt to determine how the superseded data were derived.
 FG1361
 FG1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV518817(NAD 83)
 FG1361_MARKER: DB = BENCH MARK DISK
 FG1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1361_STAMPING: C 145 1935
 FG1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1361+STABILITY: SURFACE MOTION
 FG1361
 FG1361  HISTORY     - Date     Condition        Report By
 FG1361  HISTORY     - 1935     MONUMENTED       CGS
 FG1361
 FG1361                          STATION DESCRIPTION
 FG1361
 FG1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1361'3.4 MI S FROM LOY.
 FG1361'3.4 MILES SOUTH ALONG THE REDSTAR ROAD FROM THE POST OFFICE AT LOY,
 FG1361'MADISON COUNTY, 150 FEET NORTHWEST OF THE W. PHARRIS FARMHOUSE, ON THE
 FG1361'SLOPE OF A HILL, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 45 FEET
 FG1361'NORTH OF THE WEST END OF A GATE, AND 40 FEET NORTHEAST OF THE
 FG1361'NORTHEAST CORNER OF A BARN.  A STANDARD DISK, STAMPED C 145 1935 AND
 FG1361'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0716 ***********************************************************************
 FG0716  DESIGNATION -  C 146
 FG0716  PID         -  FG0716
 FG0716  STATE/COUNTY-  AR/NEWTON
 FG0716  USGS QUAD   -  EULA (1980)
 FG0716
 FG0716                         *CURRENT SURVEY CONTROL
 FG0716  ___________________________________________________________________
 FG0716* NAD 83(1986)-  35 57 13.     (N)    092 59 11.     (W)     SCALED    
 FG0716* NAVD 88     -       341.690  (meters)    1121.03   (feet)  ADJUSTED  
 FG0716  ___________________________________________________________________
 FG0716  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0716  DYNAMIC HT  -         341.378 (meters)    1120.00  (feet)  COMP
 FG0716  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 FG0716
 FG0716  VERT ORDER  -  SECOND    CLASS 0
 FG0716
 FG0716.The horizontal coordinates were scaled from a topographic map and have
 FG0716.an estimated accuracy of +/- 6 seconds.
 FG0716
 FG0716.The orthometric height was determined by differential leveling
 FG0716.and adjusted by the National Geodetic Survey in June 1991..
 FG0716
 FG0716.The geoid height was determined by GEOID03.
 FG0716
 FG0716.The dynamic height is computed by dividing the NAVD 88
 FG0716.geopotential number by the normal gravity value computed on the
 FG0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0716.degrees latitude (g = 980.6199 gals.).
 FG0716
 FG0716.The modeled gravity was interpolated from observed gravity values.
 FG0716
 FG0716;                    North         East    Units  Estimated Accuracy
 FG0716;SPC AR N     -   180,200.      311,020.      MT  (+/- 180 meters Scaled)
 FG0716
 FG0716                          SUPERSEDED SURVEY CONTROL
 FG0716
 FG0716  NGVD 29 (??/??/92)  341.587  (m)         1120.69   (f) ADJ UNCH    2 0
 FG0716
 FG0716.Superseded values are not recommended for survey control.
 FG0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0716.See file dsdata.txt to determine how the superseded data were derived.
 FG0716
 FG0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV012788(NAD 83)
 FG0716_MARKER: DB = BENCH MARK DISK
 FG0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0716_STAMPING: C 146 1935
 FG0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0716+STABILITY: SURFACE MOTION
 FG0716
 FG0716  HISTORY     - Date     Condition        Report By
 FG0716  HISTORY     - 1935     MONUMENTED       CGS
 FG0716
 FG0716                          STATION DESCRIPTION
 FG0716
 FG0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0716'0.5 MI W FROM CAVE CREEK.
 FG0716'0.5 MILE WEST ALONG THE MT. JUDEA ROAD FROM CAVE CREEK, NEWTON COUNTY,
 FG0716'1.8 MILES NORTH ALONG THE WESTERN GROVE ROAD, 0.1 MILE NORTH OF THE
 FG0716'HOMER MCCUTCHEON FARMHOUSE, 19 FEET WEST OF THE CENTERLINE OF THE
 FG0716'ROAD, 9 1/2 FEET NORTH OF A SOUTHEAST FENCE CORNER, 8 1/2 FEET EAST OF
 FG0716'THE CENTERLINE OF A GATE, AND 2 1/2 FEET EAST OF A FENCE.  A STANDARD
 FG0716'DISK, STAMPED C 146 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0506 ***********************************************************************
 FG0506  DESIGNATION -  C 147
 FG0506  PID         -  FG0506
 FG0506  STATE/COUNTY-  AR/NEWTON
 FG0506  USGS QUAD   -  LURTON (1980)
 FG0506
 FG0506                         *CURRENT SURVEY CONTROL
 FG0506  ___________________________________________________________________
 FG0506* NAD 83(1986)-  35 45 10.     (N)    093 01 12.     (W)     SCALED    
 FG0506* NAVD 88     -       445.238  (meters)    1460.75   (feet)  ADJUSTED  
 FG0506  ___________________________________________________________________
 FG0506  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0506  DYNAMIC HT  -         444.807 (meters)    1459.34  (feet)  COMP
 FG0506  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FG0506
 FG0506  VERT ORDER  -  SECOND    CLASS 0
 FG0506
 FG0506.The horizontal coordinates were scaled from a topographic map and have
 FG0506.an estimated accuracy of +/- 6 seconds.
 FG0506
 FG0506.The orthometric height was determined by differential leveling
 FG0506.and adjusted by the National Geodetic Survey in June 1991..
 FG0506
 FG0506.The geoid height was determined by GEOID03.
 FG0506
 FG0506.The dynamic height is computed by dividing the NAVD 88
 FG0506.geopotential number by the normal gravity value computed on the
 FG0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0506.degrees latitude (g = 980.6199 gals.).
 FG0506
 FG0506.The modeled gravity was interpolated from observed gravity values.
 FG0506
 FG0506;                    North         East    Units  Estimated Accuracy
 FG0506;SPC AR N     -   157,950.      307,750.      MT  (+/- 180 meters Scaled)
 FG0506
 FG0506                          SUPERSEDED SURVEY CONTROL
 FG0506
 FG0506  NGVD 29 (??/??/92)  445.146  (m)         1460.45   (f) ADJ UNCH    2 0
 FG0506
 FG0506.Superseded values are not recommended for survey control.
 FG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0506.See file dsdata.txt to determine how the superseded data were derived.
 FG0506
 FG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV981565(NAD 83)
 FG0506_MARKER: DB = BENCH MARK DISK
 FG0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0506_STAMPING: C 147 1935
 FG0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0506+STABILITY: SURFACE MOTION
 FG0506
 FG0506  HISTORY     - Date     Condition        Report By
 FG0506  HISTORY     - 1935     MONUMENTED       CGS
 FG0506  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0506
 FG0506                          STATION DESCRIPTION
 FG0506
 FG0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0506'0.3 MI S FROM MOORE.
 FG0506'0.3 MILE SOUTH ALONG THE BEN HUR ROAD FROM THE POST OFFICE AT MOORE,
 FG0506'NEWTON COUNTY, 2.8 MILES NORTHWEST ALONG THE RICHLAND CREEK ROAD, 2
 FG0506'MILES WEST OF THE W. J. RYLEE FARMHOUSE, 0.5 MILE EAST OF THE RALPH
 FG0506'CAMPBELL FARM , 200 FEET NORTH OF RICHLAND CREEK, 150 FEET SOUTH OF
 FG0506'THE SLOPE OF GREEN HULL RIDGE, 43 FEET SOUTH OF THE CENTERLINE OF THE
 FG0506'ROAD, 35 FEET WEST OF THE WEST BANK OF A SMALL STREAM, 66 FEET
 FG0506'SOUTHWEST OF A BLAZED 18-INCH HICKORY TREE, 7 FEET NORTH OF A 4-INCH
 FG0506'OAK TREE, BETWEEN TWO OAK TREES, AND IN THE NORTHEAST CORNER OF A
 FG0506'FIELD BETWEEN TWO FORDS.  A STANDARD DISK, STAMPED C 147 1935 AND SET
 FG0506'IN THE TOP OF A CONCRETE POST.
 FG0506
 FG0506                          STATION RECOVERY (1976)
 FG0506
 FG0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0659 ***********************************************************************
 FG0659  DESIGNATION -  C 148
 FG0659  PID         -  FG0659
 FG0659  STATE/COUNTY-  AR/POPE
 FG0659  USGS QUAD   -  TILLY (1980)
 FG0659
 FG0659                         *CURRENT SURVEY CONTROL
 FG0659  ___________________________________________________________________
 FG0659* NAD 83(1986)-  35 39 42.     (N)    092 52 15.     (W)     SCALED    
 FG0659* NAVD 88     -       555.274  (meters)    1821.76   (feet)  ADJUSTED  
 FG0659  ___________________________________________________________________
 FG0659  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG0659  DYNAMIC HT  -         554.735 (meters)    1819.99  (feet)  COMP
 FG0659  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 FG0659
 FG0659  VERT ORDER  -  SECOND    CLASS 0
 FG0659
 FG0659.The horizontal coordinates were scaled from a topographic map and have
 FG0659.an estimated accuracy of +/- 6 seconds.
 FG0659
 FG0659.The orthometric height was determined by differential leveling
 FG0659.and adjusted by the National Geodetic Survey in June 1991..
 FG0659
 FG0659.The geoid height was determined by GEOID03.
 FG0659
 FG0659.The dynamic height is computed by dividing the NAVD 88
 FG0659.geopotential number by the normal gravity value computed on the
 FG0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0659.degrees latitude (g = 980.6199 gals.).
 FG0659
 FG0659.The modeled gravity was interpolated from observed gravity values.
 FG0659
 FG0659;                    North         East    Units  Estimated Accuracy
 FG0659;SPC AR N     -   147,720.      321,150.      MT  (+/- 180 meters Scaled)
 FG0659
 FG0659                          SUPERSEDED SURVEY CONTROL
 FG0659
 FG0659  NGVD 29 (??/??/92)  555.193  (m)         1821.50   (f) ADJ UNCH    2 0
 FG0659
 FG0659.Superseded values are not recommended for survey control.
 FG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0659.See file dsdata.txt to determine how the superseded data were derived.
 FG0659
 FG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV116464(NAD 83)
 FG0659_MARKER: DB = BENCH MARK DISK
 FG0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0659_STAMPING: C 148 1935
 FG0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0659+STABILITY: SURFACE MOTION
 FG0659
 FG0659  HISTORY     - Date     Condition        Report By
 FG0659  HISTORY     - 1935     MONUMENTED       CGS
 FG0659  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0659
 FG0659                          STATION DESCRIPTION
 FG0659
 FG0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0659'5.9 MI S FROM TILLY.
 FG0659'5.9 MILES SOUTH ALONG THE LOST CORNER ROAD FROM THE JUNCTION OF STATE
 FG0659'HIGHWAY 27 AT TILLY, POPE COUNTY, 250 FEET EAST OF THE J. A. CHURCH
 FG0659'FARMHOUSE, 175 FEET WEST OF THE COY CHURCH FARMHOUSE, 26 FEET WEST OF
 FG0659'THE CENTERLINE OF THE ROAD, 34 FEET NORTH OF THE JUNCTION OF A PRIVATE
 FG0659'ROAD, 20 FEET NORTH OF THE CENTERLINE OF THE PRIVATE ROAD, AND 5 1/2
 FG0659'FEET WEST OF A DOUBLE OAK TREE.  A STANDARD DISK, STAMPED C 148 1935
 FG0659'AND SET IN THE TOP OF A CONCRETE POST.
 FG0659
 FG0659                          STATION RECOVERY (1976)
 FG0659
 FG0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0648 ***********************************************************************
 FG0648  DESIGNATION -  C 149
 FG0648  PID         -  FG0648
 FG0648  STATE/COUNTY-  AR/SEARCY
 FG0648  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0648
 FG0648                         *CURRENT SURVEY CONTROL
 FG0648  ___________________________________________________________________
 FG0648* NAD 83(1986)-  35 50 16.     (N)    092 51 31.     (W)     SCALED    
 FG0648* NAVD 88     -       575.619  (meters)    1888.51   (feet)  ADJUSTED  
 FG0648  ___________________________________________________________________
 FG0648  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0648  DYNAMIC HT  -         575.077 (meters)    1886.73  (feet)  COMP
 FG0648  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FG0648
 FG0648  VERT ORDER  -  SECOND    CLASS 0
 FG0648
 FG0648.The horizontal coordinates were scaled from a topographic map and have
 FG0648.an estimated accuracy of +/- 6 seconds.
 FG0648
 FG0648.The orthometric height was determined by differential leveling
 FG0648.and adjusted by the National Geodetic Survey in June 1991..
 FG0648
 FG0648.The geoid height was determined by GEOID03.
 FG0648
 FG0648.The dynamic height is computed by dividing the NAVD 88
 FG0648.geopotential number by the normal gravity value computed on the
 FG0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0648.degrees latitude (g = 980.6199 gals.).
 FG0648
 FG0648.The modeled gravity was interpolated from observed gravity values.
 FG0648
 FG0648;                    North         East    Units  Estimated Accuracy
 FG0648;SPC AR N     -   167,250.      322,430.      MT  (+/- 180 meters Scaled)
 FG0648
 FG0648                          SUPERSEDED SURVEY CONTROL
 FG0648
 FG0648  NGVD 29 (??/??/92)  575.527  (m)         1888.21   (f) ADJ UNCH    2 0
 FG0648
 FG0648.Superseded values are not recommended for survey control.
 FG0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0648.See file dsdata.txt to determine how the superseded data were derived.
 FG0648
 FG0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV127659(NAD 83)
 FG0648_MARKER: DB = BENCH MARK DISK
 FG0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0648_STAMPING: C 149 1935
 FG0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0648+STABILITY: SURFACE MOTION
 FG0648
 FG0648  HISTORY     - Date     Condition        Report By
 FG0648  HISTORY     - 1935     MONUMENTED       CGS
 FG0648
 FG0648                          STATION DESCRIPTION
 FG0648
 FG0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0648'1.8 MI N FROM MAGIC SPRINGS.
 FG0648'1.8 MILES NORTH ALONG THE SNOWBALL ROAD FROM THE POST OFFICE AT MAGIC
 FG0648'SPRINGS, SEARCY COUNTY, AT THE TOP OF A HILL BETWEEN TWO DIPS IN THE
 FG0648'ROAD, 150 FEET SOUTH OF A LOG BARN, 52 FEET NORTHWEST OF THE NORTHWEST
 FG0648'CORNER OF A FARMHOUSE, 44 FEET EAST OF THE CENTERLINE OF THE ROAD, 60
 FG0648'FEET EAST OF A SHED, 35 FEET SOUTH OF A NORTHWEST FENCE CORNER, 19
 FG0648'FEET NORTH OF A GATE, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 FG0648'STAMPED C 149 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0875 ***********************************************************************
 EH0875  DESIGNATION -  C 15
 EH0875  PID         -  EH0875
 EH0875  STATE/COUNTY-  AR/LEE
 EH0875  USGS QUAD   -  RONDO (1971)
 EH0875
 EH0875                         *CURRENT SURVEY CONTROL
 EH0875  ___________________________________________________________________
 EH0875* NAD 83(1997)-  34 39 34.02557(N)    090 49 21.61424(W)     ADJUSTED  
 EH0875* NAVD 88     -        65.848  (meters)     216.04   (feet)  ADJUSTED  
 EH0875  ___________________________________________________________________
 EH0875  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 EH0875  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0875  DYNAMIC HT  -          65.786 (meters)     215.83  (feet)  COMP
 EH0875  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 EH0875
 EH0875  HORZ ORDER  -  SECOND
 EH0875  VERT ORDER  -  FIRST     CLASS II
 EH0875
 EH0875.The horizontal coordinates were established by classical geodetic methods
 EH0875.and adjusted by the National Geodetic Survey in September 1999..
 EH0875
 EH0875.The orthometric height was determined by differential leveling
 EH0875.and adjusted by the National Geodetic Survey in June 1991..
 EH0875
 EH0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0875
 EH0875.The geoid height was determined by GEOID03.
 EH0875
 EH0875.The dynamic height is computed by dividing the NAVD 88
 EH0875.geopotential number by the normal gravity value computed on the
 EH0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0875.degrees latitude (g = 980.6199 gals.).
 EH0875
 EH0875.The modeled gravity was interpolated from observed gravity values.
 EH0875
 EH0875;                    North         East     Units Scale Factor Converg.
 EH0875;SPC AR S     -   621,650.631   507,914.852   MT  0.99997785   +0 39 32.2
 EH0875;SPC AR S     - 2,039,532.11  1,666,383.98   sFT  0.99997785   +0 39 32.2
 EH0875;UTM  15      - 3,837,435.183   699,521.655   MT  1.00009069   +1 14 19.1
 EH0875
 EH0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0875!SPC AR S     -   0.99999390  x   0.99997785  =   0.99997175
 EH0875!UTM  15      -   0.99999390  x   1.00009069  =   1.00008458
 EH0875
 EH0875                          SUPERSEDED SURVEY CONTROL
 EH0875
 EH0875  NAD 83(1997)-  34 39 34.02871(N)    090 49 21.61325(W) AD(       ) 2
 EH0875  NAD 83(1997)-  34 39 34.02936(N)    090 49 21.61300(W) AD(       ) 2
 EH0875  NAD 83(1986)-  34 39 34.03308(N)    090 49 21.61167(W) AD(       ) 2
 EH0875  NAD 27      -  34 39 33.67357(N)    090 49 21.19866(W) AD(       ) 2
 EH0875  NGVD 29 (??/??/??)   65.860  (m)          216.08   (f) ADJUSTED    1 2
 EH0875
 EH0875.Superseded values are not recommended for survey control.
 EH0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0875.See file dsdata.txt to determine how the superseded data were derived.
 EH0875
 EH0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9952237435(NAD 83)
 EH0875_MARKER: DB = BENCH MARK DISK
 EH0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0875_STAMPING: 216.026 C 15 1932
 EH0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0875+STABILITY: SURFACE MOTION
 EH0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0875+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH0875
 EH0875  HISTORY     - Date     Condition        Report By
 EH0875  HISTORY     - 1953     MONUMENTED       CGS
 EH0875  HISTORY     - 1956     GOOD             CGS
 EH0875  HISTORY     - 20030408 GOOD             USACE
 EH0875
 EH0875                          STATION DESCRIPTION
 EH0875
 EH0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EH0875'SEE STATION RONDO
 EH0875
 EH0875                          STATION RECOVERY (1956)
 EH0875
 EH0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 EH0875'IN RONDO.
 EH0875'AT RONDO, ABOUT 0.2 MILE EAST ALONG HIGHWAY 121 FROM THE COTTON GIN,
 EH0875'THENCE ABOUT 0.2 MILE NORTHWEST ALONG A GRAVEL STREET, WEST AND ACROSS
 EH0875'STREET FROM THE POST OFFICE, 72 FEET SOUTHWEST OF CENTER LINE OF
 EH0875'NORTHWEST-SOUTHEAST STREET, 38 FEET SOUTHEAST OF CENTER LINE OF A
 EH0875'NORTHEAST-SOUTHWEST STREET, 40 FEET NORTHEAST OF CENTER OF ABANDONED
 EH0875'MISSOURI AND ARKANSAS RAILROAD GRADE, 4.6 FEET SOUTHEAST OF SOUTHEAST
 EH0875'EDGE OF A CONCRETE SIDE WALK, 14 FEET SOUTHEAST OF A STREET LIGHT
 EH0875'POLE, 110 FEET SOUTHWEST OF WEST CORNER OF BRICK BUILDING OF X. J.
 EH0875'BOALS GROCERY STORE, 139 FEET SOUTH OF SOUTH CORNER OF BRICK BUILDING
 EH0875'OF L. AND F. MCGINNIS GENERAL STORE, 118.4 FEET EAST OF TRIANGULATION
 EH0875'STATION RONDO, ABOUT LEVEL WITH SIDE WALK AND SET IN THE TOP OF A
 EH0875'CONCRETE POST ABOUT FLUSH WITH GROUND.
 EH0875
 EH0875                          STATION RECOVERY (2003)
 EH0875
 EH0875'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0875'DISK HAS BEEN SCRAPED, BUT VERY STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0643 ***********************************************************************
 FG0643  DESIGNATION -  C 150
 FG0643  PID         -  FG0643
 FG0643  STATE/COUNTY-  AR/VAN BUREN
 FG0643  USGS QUAD   -  BOTKINBURG (1965)
 FG0643
 FG0643                         *CURRENT SURVEY CONTROL
 FG0643  ___________________________________________________________________
 FG0643* NAD 83(1986)-  35 44 53.     (N)    092 34 57.     (W)     SCALED    
 FG0643* NAVD 88     -       351.939  (meters)    1154.65   (feet)  ADJUSTED  
 FG0643  ___________________________________________________________________
 FG0643  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG0643  DYNAMIC HT  -         351.608 (meters)    1153.57  (feet)  COMP
 FG0643  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 FG0643
 FG0643  VERT ORDER  -  SECOND    CLASS 0
 FG0643
 FG0643.The horizontal coordinates were scaled from a topographic map and have
 FG0643.an estimated accuracy of +/- 6 seconds.
 FG0643
 FG0643.The orthometric height was determined by differential leveling
 FG0643.and adjusted by the National Geodetic Survey in June 1991..
 FG0643
 FG0643.The geoid height was determined by GEOID03.
 FG0643
 FG0643.The dynamic height is computed by dividing the NAVD 88
 FG0643.geopotential number by the normal gravity value computed on the
 FG0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0643.degrees latitude (g = 980.6199 gals.).
 FG0643
 FG0643.The modeled gravity was interpolated from observed gravity values.
 FG0643
 FG0643;                    North         East    Units  Estimated Accuracy
 FG0643;SPC AR N     -   157,110.      347,320.      MT  (+/- 180 meters Scaled)
 FG0643
 FG0643                          SUPERSEDED SURVEY CONTROL
 FG0643
 FG0643  NGVD 29 (??/??/92)  351.821  (m)         1154.27   (f) ADJ UNCH    2 0
 FG0643
 FG0643.Superseded values are not recommended for survey control.
 FG0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0643.See file dsdata.txt to determine how the superseded data were derived.
 FG0643
 FG0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV377560(NAD 83)
 FG0643_MARKER: DB = BENCH MARK DISK
 FG0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0643_STAMPING: C 150 1935
 FG0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0643+STABILITY: SURFACE MOTION
 FG0643
 FG0643  HISTORY     - Date     Condition        Report By
 FG0643  HISTORY     - 1935     MONUMENTED       CGS
 FG0643
 FG0643                          STATION DESCRIPTION
 FG0643
 FG0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0643'3.1 MI N FROM DENNARD.
 FG0643'3.1 MILES NORTH ALONG U. S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0643'DENNARD, VAN BUREN COUNTY, 4.9 MILES SOUTHWEST ALONG THE PEYTON CREEK
 FG0643'ROAD, 200 FEET SOUTH OF PEYTON CREEK, 65 FEET SOUTH OF THE CENTERLINE
 FG0643'OF THE ROAD, 36 FEET NORTHEAST OF THE CHIMNEY OF THE ABANDONED GEORGE
 FG0643'BRADLEY FARMHOUSE, 72 FEET NORTHEAST OF A 14-INCH CEDAR TREE, 11 1/2
 FG0643'FEET SOUTH OF A STONE WALL, AND 7 1/2 FEET WEST OF A 24-INCH WALNUT
 FG0643'TREE.  A STANDARD DISK, STAMPED C 150 1935 AND SET IN THE TOP OF A
 FG0643'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1219 ***********************************************************************
 EJ1219  DESIGNATION -  C 151
 EJ1219  PID         -  EJ1219
 EJ1219  STATE/COUNTY-  AR/CLARK
 EJ1219  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1219
 EJ1219                         *CURRENT SURVEY CONTROL
 EJ1219  ___________________________________________________________________
 EJ1219* NAD 83(1986)-  34 00 12.     (N)    093 20 03.     (W)     SCALED    
 EJ1219* NAVD 88     -       132.989  (meters)     436.31   (feet)  ADJUSTED  
 EJ1219  ___________________________________________________________________
 EJ1219  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EJ1219  DYNAMIC HT  -         132.855 (meters)     435.88  (feet)  COMP
 EJ1219  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 EJ1219
 EJ1219  VERT ORDER  -  SECOND    CLASS 0
 EJ1219
 EJ1219.The horizontal coordinates were scaled from a topographic map and have
 EJ1219.an estimated accuracy of +/- 6 seconds.
 EJ1219
 EJ1219.The orthometric height was determined by differential leveling
 EJ1219.and adjusted by the National Geodetic Survey in June 1991..
 EJ1219
 EJ1219.The geoid height was determined by GEOID03.
 EJ1219
 EJ1219.The dynamic height is computed by dividing the NAVD 88
 EJ1219.geopotential number by the normal gravity value computed on the
 EJ1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1219.degrees latitude (g = 980.6199 gals.).
 EJ1219
 EJ1219.The modeled gravity was interpolated from observed gravity values.
 EJ1219
 EJ1219;                    North         East    Units  Estimated Accuracy
 EJ1219;SPC AR S     -   549,060.      276,760.      MT  (+/- 180 meters Scaled)
 EJ1219
 EJ1219                          SUPERSEDED SURVEY CONTROL
 EJ1219
 EJ1219  NGVD 29 (??/??/92)  132.986  (m)          436.30   (f) ADJ UNCH    2 0
 EJ1219
 EJ1219.Superseded values are not recommended for survey control.
 EJ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1219.See file dsdata.txt to determine how the superseded data were derived.
 EJ1219
 EJ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT691625(NAD 83)
 EJ1219_MARKER: DB = BENCH MARK DISK
 EJ1219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1219_SP_SET: BRICK BUILDING
 EJ1219_STAMPING: C 151 1935
 EJ1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1219
 EJ1219  HISTORY     - Date     Condition        Report By
 EJ1219  HISTORY     - 1935     MONUMENTED       CGS
 EJ1219  HISTORY     - 1964     GOOD             NGS
 EJ1219
 EJ1219                          STATION DESCRIPTION
 EJ1219
 EJ1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1219'IN OKOLONA.
 EJ1219'AT OKOLONA, CLARK COUNTY, 0.6 MILE NORTHEAST OF THE MISSOURI PACIFIC
 EJ1219'RAILROAD STATION, AT THE HIGH SCHOOL, 7 FEET SOUTH OF THE CENTER OF
 EJ1219'THE NORTH ENTRANCE IN THE BRICK BUILDING, AND 4.3 FEET HIGHER THAN THE
 EJ1219'GROUND.  A STANDARD DISK, STAMPED C 151 1935 AND SET VERTICALLY.
 EJ1219'NOTE-- MARK IS IN THE SOUTH ONE OF TWO BRICK BUILDINGS AT THE HIGH
 EJ1219'SCHOOL.
 EJ1219
 EJ1219                          STATION RECOVERY (1964)
 EJ1219
 EJ1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0743 ***********************************************************************
 EJ0743  DESIGNATION -  C 152
 EJ0743  PID         -  EJ0743
 EJ0743  STATE/COUNTY-  AR/HOT SPRING
 EJ0743  USGS QUAD   -  DONALDSON (1984)
 EJ0743
 EJ0743                         *CURRENT SURVEY CONTROL
 EJ0743  ___________________________________________________________________
 EJ0743* NAD 83(1986)-  34 14 14.     (N)    092 58 10.     (W)     SCALED    
 EJ0743* NAVD 88     -        70.127  (meters)     230.07   (feet)  ADJUSTED  
 EJ0743  ___________________________________________________________________
 EJ0743  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EJ0743  DYNAMIC HT  -          70.059 (meters)     229.85  (feet)  COMP
 EJ0743  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EJ0743
 EJ0743  VERT ORDER  -  SECOND    CLASS 0
 EJ0743
 EJ0743.The horizontal coordinates were scaled from a topographic map and have
 EJ0743.an estimated accuracy of +/- 6 seconds.
 EJ0743
 EJ0743.The orthometric height was determined by differential leveling
 EJ0743.and adjusted by the National Geodetic Survey in June 1991..
 EJ0743
 EJ0743.The geoid height was determined by GEOID03.
 EJ0743
 EJ0743.The dynamic height is computed by dividing the NAVD 88
 EJ0743.geopotential number by the normal gravity value computed on the
 EJ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0743.degrees latitude (g = 980.6199 gals.).
 EJ0743
 EJ0743.The modeled gravity was interpolated from observed gravity values.
 EJ0743
 EJ0743;                    North         East    Units  Estimated Accuracy
 EJ0743;SPC AR S     -   574,620.      310,700.      MT  (+/- 180 meters Scaled)
 EJ0743
 EJ0743                          SUPERSEDED SURVEY CONTROL
 EJ0743
 EJ0743  NGVD 29 (??/??/92)   70.14   (m)          230.1    (f) COMPUTED    2 0
 EJ0743
 EJ0743.Superseded values are not recommended for survey control.
 EJ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0743.See file dsdata.txt to determine how the superseded data were derived.
 EJ0743
 EJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT028884(NAD 83)
 EJ0743_MARKER: DB = BENCH MARK DISK
 EJ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0743_STAMPING: C 152 1935
 EJ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0743+STABILITY: SURFACE MOTION
 EJ0743
 EJ0743  HISTORY     - Date     Condition        Report By
 EJ0743  HISTORY     - 1935     MONUMENTED       CGS
 EJ0743  HISTORY     - 1964     MARK NOT FOUND   USGS
 EJ0743
 EJ0743                          STATION DESCRIPTION
 EJ0743
 EJ0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0743'2.8 MI W FROM DONALDSON.
 EJ0743'2.8 MILES WEST ALONG U.S. HIGHWAY 67 FROM THE MISSOURI PACIFIC
 EJ0743'RAILROAD STATION AT DONALDSON, AT THE JUNCTION OF OLD MILITARY ROAD,
 EJ0743'0.5 MILE WEST OF THE OUACHITA RIVER, 0.1 MILE NORTHEAST OF A CONCRETE
 EJ0743'BRIDGE OVER DELISLE CREEK, 53.5 FEET WEST OF THE CENTER OF THE
 EJ0743'INTERSECTION OF THE ROADS, 47 FEET NORTHWEST OF THE CENTERLINE OF THE
 EJ0743'HIGHWAY, AND 34 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A
 EJ0743'STANDARD DISK, STAMPED C 152 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0743'POST.
 EJ0743
 EJ0743                          STATION RECOVERY (1964)
 EJ0743
 EJ0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EJ0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0458 ***********************************************************************
 GF0458  DESIGNATION -  C 156
 GF0458  PID         -  GF0458
 GF0458  STATE/COUNTY-  AR/MADISON
 GF0458  USGS QUAD   -  OSAGE SW (1975)
 GF0458
 GF0458                         *CURRENT SURVEY CONTROL
 GF0458  ___________________________________________________________________
 GF0458* NAD 83(1986)-  36 03 35.     (N)    093 28 41.     (W)     SCALED    
 GF0458* NAVD 88     -       604.630  (meters)    1983.69   (feet)  ADJUSTED  
 GF0458  ___________________________________________________________________
 GF0458  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GF0458  DYNAMIC HT  -         604.075 (meters)    1981.87  (feet)  COMP
 GF0458  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 GF0458
 GF0458  VERT ORDER  -  SECOND    CLASS 0
 GF0458
 GF0458.The horizontal coordinates were scaled from a topographic map and have
 GF0458.an estimated accuracy of +/- 6 seconds.
 GF0458
 GF0458.The orthometric height was determined by differential leveling
 GF0458.and adjusted by the National Geodetic Survey in June 1991..
 GF0458
 GF0458.The geoid height was determined by GEOID03.
 GF0458
 GF0458.The dynamic height is computed by dividing the NAVD 88
 GF0458.geopotential number by the normal gravity value computed on the
 GF0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0458.degrees latitude (g = 980.6199 gals.).
 GF0458
 GF0458.The modeled gravity was interpolated from observed gravity values.
 GF0458
 GF0458;                    North         East    Units  Estimated Accuracy
 GF0458;SPC AR N     -   192,530.      266,840.      MT  (+/- 180 meters Scaled)
 GF0458
 GF0458                          SUPERSEDED SURVEY CONTROL
 GF0458
 GF0458  NGVD 29 (??/??/92)  604.524  (m)         1983.34   (f) ADJ UNCH    2 0
 GF0458
 GF0458.Superseded values are not recommended for survey control.
 GF0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0458.See file dsdata.txt to determine how the superseded data were derived.
 GF0458
 GF0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV569906(NAD 83)
 GF0458_MARKER: DB = BENCH MARK DISK
 GF0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0458_STAMPING: C 156 1935
 GF0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0458+STABILITY: SURFACE MOTION
 GF0458
 GF0458  HISTORY     - Date     Condition        Report By
 GF0458  HISTORY     - 1935     MONUMENTED       CGS
 GF0458
 GF0458                          STATION DESCRIPTION
 GF0458
 GF0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0458'2.7 MI SE FROM KINGSTON.
 GF0458'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE MAXWELL
 GF0458'CREEK BRIDGE AT KINGSTON, MADISON COUNTY, ON BRADSHAW MOUNTAIN,
 GF0458'210 FEET WEST OF THE CLYDE MC CULLEY FARMHOUSE, 35 FEET SOUTH OF
 GF0458'THE CENTERLINE OF THE HIGHWAY, 14 FEET SOUTH OF THE NORTHEAST
 GF0458'CORNER OF A FENCE, AND 1 FOOT WEST OF A NORTH-AND-SOUTH FENCE.
 GF0458'A STANDARD DISK, STAMPED C 156 1935 AND SET IN THE TOP OF A
 GF0458'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0535 ***********************************************************************
 GF0535  DESIGNATION -  C 157
 GF0535  PID         -  GF0535
 GF0535  STATE/COUNTY-  AR/CARROLL
 GF0535  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0535
 GF0535                         *CURRENT SURVEY CONTROL
 GF0535  ___________________________________________________________________
 GF0535* NAD 83(1986)-  36 23 59.     (N)    093 39 45.     (W)     SCALED    
 GF0535* NAVD 88     -       370.126  (meters)    1214.32   (feet)  ADJUSTED  
 GF0535  ___________________________________________________________________
 GF0535  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0535  DYNAMIC HT  -         369.800 (meters)    1213.25  (feet)  COMP
 GF0535  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 GF0535
 GF0535  VERT ORDER  -  SECOND    CLASS 0
 GF0535
 GF0535.The horizontal coordinates were scaled from a topographic map and have
 GF0535.an estimated accuracy of +/- 6 seconds.
 GF0535
 GF0535.The orthometric height was determined by differential leveling
 GF0535.and adjusted by the National Geodetic Survey in June 1991..
 GF0535
 GF0535.The geoid height was determined by GEOID03.
 GF0535
 GF0535.The dynamic height is computed by dividing the NAVD 88
 GF0535.geopotential number by the normal gravity value computed on the
 GF0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0535.degrees latitude (g = 980.6199 gals.).
 GF0535
 GF0535.The modeled gravity was interpolated from observed gravity values.
 GF0535
 GF0535;                    North         East    Units  Estimated Accuracy
 GF0535;SPC AR N     -   230,520.      250,870.      MT  (+/- 180 meters Scaled)
 GF0535
 GF0535                          SUPERSEDED SURVEY CONTROL
 GF0535
 GF0535  NGVD 29 (??/??/92)  369.987  (m)         1213.87   (f) ADJ UNCH    2 0
 GF0535
 GF0535.Superseded values are not recommended for survey control.
 GF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0535.See file dsdata.txt to determine how the superseded data were derived.
 GF0535
 GF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA405284(NAD 83)
 GF0535_MARKER: DB = BENCH MARK DISK
 GF0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0535_STAMPING: C 157 1935
 GF0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0535+STABILITY: SURFACE MOTION
 GF0535
 GF0535  HISTORY     - Date     Condition        Report By
 GF0535  HISTORY     - 1935     MONUMENTED       CGS
 GF0535  HISTORY     - 1987     GOOD             USPSQD
 GF0535  HISTORY     - 1987     POOR             USPSQD
 GF0535  HISTORY     - 1988     POOR             USPSQD
 GF0535  HISTORY     - 20050929 GOOD             GEOCAC
 GF0535
 GF0535                          STATION DESCRIPTION
 GF0535
 GF0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0535'6.2 MI W FROM BERRYVILLE.
 GF0535'6.2 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COURTHOUSE AT
 GF0535'BERRYVILLE, CARROLL COUNTY, AT WALKER SCHOOL, 110 FEET WEST OF THE
 GF0535'NORTHWEST CORNER, 56 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GF0535'20 FEET SOUTH OF A NORTHEAST FENCE CORNER, AND 1 1/2 FEET EAST OF
 GF0535'A FENCE.  A STANDARD DISK, STAMPED C 157 1935 AND SET IN THE
 GF0535'TOP OF A CONCRETE POST.
 GF0535
 GF0535                          STATION RECOVERY (1987)
 GF0535
 GF0535'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0535'RECOVERED IN GOOD CONDITION.
 GF0535
 GF0535                          STATION RECOVERY (1987)
 GF0535
 GF0535'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0535'MARK RECOVERED IN POOR CONDITION.
 GF0535
 GF0535                          STATION RECOVERY (1988)
 GF0535
 GF0535'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0535'MARK RECOVERED IN POOR CONDITION.
 GF0535
 GF0535                          STATION RECOVERY (2005)
 GF0535
 GF0535'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GF0535'STATION IS LEGABLE WITH A FEW SCRATCH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1036 ***********************************************************************
 EJ1036  DESIGNATION -  C 159
 EJ1036  PID         -  EJ1036
 EJ1036  STATE/COUNTY-  AR/MONTGOMERY
 EJ1036  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1036
 EJ1036                         *CURRENT SURVEY CONTROL
 EJ1036  ___________________________________________________________________
 EJ1036* NAD 83(1986)-  34 36 40.     (N)    093 26 29.     (W)     SCALED    
 EJ1036* NAVD 88     -       195.037  (meters)     639.88   (feet)  ADJUSTED  
 EJ1036  ___________________________________________________________________
 EJ1036  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EJ1036  DYNAMIC HT  -         194.841 (meters)     639.24  (feet)  COMP
 EJ1036  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 EJ1036
 EJ1036  VERT ORDER  -  SECOND    CLASS 0
 EJ1036
 EJ1036.The horizontal coordinates were scaled from a topographic map and have
 EJ1036.an estimated accuracy of +/- 6 seconds.
 EJ1036
 EJ1036.The orthometric height was determined by differential leveling
 EJ1036.and adjusted by the National Geodetic Survey in June 1991..
 EJ1036
 EJ1036.The geoid height was determined by GEOID03.
 EJ1036
 EJ1036.The dynamic height is computed by dividing the NAVD 88
 EJ1036.geopotential number by the normal gravity value computed on the
 EJ1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1036.degrees latitude (g = 980.6199 gals.).
 EJ1036
 EJ1036.The modeled gravity was interpolated from observed gravity values.
 EJ1036
 EJ1036;                    North         East    Units  Estimated Accuracy
 EJ1036;SPC AR S     -   616,600.      267,810.      MT  (+/- 180 meters Scaled)
 EJ1036
 EJ1036                          SUPERSEDED SURVEY CONTROL
 EJ1036
 EJ1036  NGVD 29 (??/??/92)  194.993  (m)          639.74   (f) ADJ UNCH    2 0
 EJ1036
 EJ1036.Superseded values are not recommended for survey control.
 EJ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1036.See file dsdata.txt to determine how the superseded data were derived.
 EJ1036
 EJ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU595300(NAD 83)
 EJ1036_MARKER: DB = BENCH MARK DISK
 EJ1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1036_STAMPING: C 159 1935
 EJ1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1036+STABILITY: SURFACE MOTION
 EJ1036
 EJ1036  HISTORY     - Date     Condition        Report By
 EJ1036  HISTORY     - 1935     MONUMENTED       CGS
 EJ1036  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1036
 EJ1036                          STATION DESCRIPTION
 EJ1036
 EJ1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1036'7.8 MI SE FROM WASHITA.
 EJ1036'7.8 MILES SOUTHEAST ALONG THE LITTLE FUR SCHOOL ROAD FROM THE PUBLIC
 EJ1036'SCHOOL AT WASHITA, MONTGOMERY COUNTY, 2 MILES NORTHWEST OF WOODVILLE
 EJ1036'SCHOOL, 2 MILES SOUTHEAST OF LITTLE FUR SCHOOL, 1600 FEET NORTH OF THE
 EJ1036'NORTHEAST CORNER OF AN ABANDONED FIELD, 1200 FEET NORTH OF A ROAD
 EJ1036'INTERSECTION, 300 FEET NORTH OF THE SUMMIT OF BOX HILL, 45 FEET NORTH
 EJ1036'OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST TO THE SAM HOUSLEY
 EJ1036'FARMHOUSE, AND 25 FEET EAST OF THE CENTER LINE OF AN OLD TRAM ROAD. A
 EJ1036'STANDARD DISK, STAMPED C 159 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1036'POST.  NOTE-- IT IS NOT ACCESSIBLE DUE TO BACKWATERS FROM THE OUACHITA
 EJ1036'DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0835 ***********************************************************************
 EJ0835  DESIGNATION -  C 161
 EJ0835  PID         -  EJ0835
 EJ0835  STATE/COUNTY-  AR/PERRY
 EJ0835  USGS QUAD   -  PARON SW (1984)
 EJ0835
 EJ0835                         *CURRENT SURVEY CONTROL
 EJ0835  ___________________________________________________________________
 EJ0835* NAD 83(1986)-  34 51 41.     (N)    092 54 25.     (W)     SCALED    
 EJ0835* NAVD 88     -       434.202  (meters)    1424.54   (feet)  ADJUSTED  
 EJ0835  ___________________________________________________________________
 EJ0835  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EJ0835  DYNAMIC HT  -         433.772 (meters)    1423.13  (feet)  COMP
 EJ0835  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 EJ0835
 EJ0835  VERT ORDER  -  SECOND    CLASS 0
 EJ0835
 EJ0835.The horizontal coordinates were scaled from a topographic map and have
 EJ0835.an estimated accuracy of +/- 6 seconds.
 EJ0835
 EJ0835.The orthometric height was determined by differential leveling
 EJ0835.and adjusted by the National Geodetic Survey in June 1991..
 EJ0835
 EJ0835.The geoid height was determined by GEOID03.
 EJ0835
 EJ0835.The dynamic height is computed by dividing the NAVD 88
 EJ0835.geopotential number by the normal gravity value computed on the
 EJ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0835.degrees latitude (g = 980.6199 gals.).
 EJ0835
 EJ0835.The modeled gravity was interpolated from observed gravity values.
 EJ0835
 EJ0835;                    North         East    Units  Estimated Accuracy
 EJ0835;SPC AR N     -    58,970.      317,070.      MT  (+/- 180 meters Scaled)
 EJ0835
 EJ0835                          SUPERSEDED SURVEY CONTROL
 EJ0835
 EJ0835  NGVD 29 (??/??/92)  434.202  (m)         1424.54   (f) ADJ UNCH    2 0
 EJ0835
 EJ0835.Superseded values are not recommended for survey control.
 EJ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0835.See file dsdata.txt to determine how the superseded data were derived.
 EJ0835
 EJ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU085576(NAD 83)
 EJ0835_MARKER: DB = BENCH MARK DISK
 EJ0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0835_SP_SET: MONUMENT
 EJ0835_STAMPING: C-161 1935
 EJ0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0835
 EJ0835  HISTORY     - Date     Condition        Report By
 EJ0835  HISTORY     - 1935     MONUMENTED       CGS
 EJ0835  HISTORY     - 1968     GOOD             USE
 EJ0835
 EJ0835                          STATION DESCRIPTION
 EJ0835
 EJ0835'DESCRIBED BY US ENGINEERS 1968
 EJ0835'10.0 MI SE FROM APLIN.
 EJ0835'6.5 MILES SOUTH AND 3.5 MILES EAST OF-- ALONG NATIONAL FOREST
 EJ0835'MAINTAINED ROAD NO. 94 (LOCALLY KNOWN AS FLATSIDE PINNACLE ROAD) IN
 EJ0835'THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 3 NORTH, RANGE 18 WEST.
 EJ0835'TO REACH C-161 FROM THE INTERSECTION OF STATE HIGHWAYS NOS. 155 AND 60
 EJ0835'IN APLIN, ARKANSAS, TAKE STATE HIGHWAY NO. 155 SOUTH FOR 2.7 MILES TO
 EJ0835'A EAST-WEST ROAD INTERSECTION AND THE END OF STATE HIGHWAY NO. 155--
 EJ0835'CONTINUE STRAIGHT AHEAD (SOUTH) ON GRADED NATIONAL FOREST MAINTAINED
 EJ0835'ROAD NO. 207 FOR 3.05 MILES TO A ROAD INTERSECTION ON TOP OF THE LINK
 EJ0835'MOUNTAIN RANGE.  TURN LEFT (EAST) AT ROAD INTERSECTION AND GO 0.75
 EJ0835'MILE ALONG ROAD NO. 207 TO A FORK IN ROAD.  TAKE RIGHT FORK AND GO 2.4
 EJ0835'MILES ALONG NATIONAL FOREST MAINTAINED ROAD NO. 207 (SOUTHEASTERLY) TO
 EJ0835'THE JUNCTION OF THREE OTHER ROADS WHICH GOES EAST TO THORNBURG AND
 EJ0835'WEST TO HOLLIS ALONG NATIONAL FOREST ROAD NO. 86, AND SOUTHEAST ALONG
 EJ0835'NATIONAL FOREST MAINTAINED ROAD NO. 94 TO FLATSIDE PINNACLE. TAKE ROAD
 EJ0835'NO. 94 WHICH IS THE SECOND ROAD TO YOUR LEFT (SOUTHEAST) AND GO 2.35
 EJ0835'MILES TO A FORK IN THE ROAD.  TAKE RIGHT FORK (SOUTH) AND GO 1.5 MILES
 EJ0835'TO MARK ON THE LEFT AT THE SUMMIT OF A HILL. MARK IS LOCATED ABOUT 1.0
 EJ0835'MILE SOUTH OF FLATSIDE PINNACLE, 0.45 MILE NORTH OF THE PERRY-SALINE
 EJ0835'COUNTY LINE, AT THE SUMMIT OF A HILL, 24 FEET EAST OF THE CENTERLINE
 EJ0835'OF THE ROAD, AND 3.5 FEET WEST OF A STEEL FENCE POST PAINTED YELLOW. A
 EJ0835'USC AND GS CIRCULAR CONCRETE MONUMENT, 12 INCHES AT THE BASE, WITH
 EJ0835'STANDARD DISK STAMPED C-161 1935 PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0075 ***********************************************************************
 FG0075  DESIGNATION -  C 164
 FG0075  PID         -  FG0075
 FG0075  STATE/COUNTY-  AR/VAN BUREN
 FG0075  USGS QUAD   -  OLD LEXINGTON (1973)
 FG0075
 FG0075                         *CURRENT SURVEY CONTROL
 FG0075  ___________________________________________________________________
 FG0075* NAD 83(1986)-  35 39 27.     (N)    092 25 06.     (W)     SCALED    
 FG0075* NAVD 88     -       362.751  (meters)    1190.13   (feet)  ADJUSTED  
 FG0075  ___________________________________________________________________
 FG0075  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FG0075  DYNAMIC HT  -         362.416 (meters)    1189.03  (feet)  COMP
 FG0075  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 FG0075
 FG0075  VERT ORDER  -  SECOND    CLASS 0
 FG0075
 FG0075.The horizontal coordinates were scaled from a topographic map and have
 FG0075.an estimated accuracy of +/- 6 seconds.
 FG0075
 FG0075.The orthometric height was determined by differential leveling
 FG0075.and adjusted by the National Geodetic Survey in June 1991..
 FG0075
 FG0075.The geoid height was determined by GEOID03.
 FG0075
 FG0075.The dynamic height is computed by dividing the NAVD 88
 FG0075.geopotential number by the normal gravity value computed on the
 FG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0075.degrees latitude (g = 980.6199 gals.).
 FG0075
 FG0075.The modeled gravity was interpolated from observed gravity values.
 FG0075
 FG0075;                    North         East    Units  Estimated Accuracy
 FG0075;SPC AR N     -   146,990.      362,120.      MT  (+/- 180 meters Scaled)
 FG0075
 FG0075                          SUPERSEDED SURVEY CONTROL
 FG0075
 FG0075  NGVD 29 (??/??/92)  362.652  (m)         1189.80   (f) ADJ UNCH    2 0
 FG0075
 FG0075.Superseded values are not recommended for survey control.
 FG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0075.See file dsdata.txt to determine how the superseded data were derived.
 FG0075
 FG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV526461(NAD 83)
 FG0075_MARKER: DB = BENCH MARK DISK
 FG0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0075_STAMPING: C 164 1935
 FG0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0075+STABILITY: SURFACE MOTION
 FG0075
 FG0075  HISTORY     - Date     Condition        Report By
 FG0075  HISTORY     - 1935     MONUMENTED       CGS
 FG0075
 FG0075                          STATION DESCRIPTION
 FG0075
 FG0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0075'3 MI E FROM CLINTON.
 FG0075'3 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE HIGHWAY
 FG0075'95 AND U. S. HIGHWAY 65 AT CLINTON, VAN BUREN COUNTY, 5.4 MILES NORTH
 FG0075'ALONG THE HOLLY MOUNTAIN ROAD, 30 FEET NORTHEAST OF THE NORTHEAST
 FG0075'CORNER OF THE W. N. BOND FARMHOUSE, 100 FEET SOUTHWEST OF THE
 FG0075'CENTERLINE OF THE ROAD, 15 FEET NORTHWEST OF A SOUTHEAST FENCE CORNER,
 FG0075'6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GATE, AND 1 FOOT
 FG0075'NORTHEAST OF A NORTHWEST-AND-SOUTHEAST FENCE.  A STANDARD DISK,
 FG0075'STAMPED C 164 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1404 ***********************************************************************
 FF1404  DESIGNATION -  C 165
 FF1404  PID         -  FF1404
 FF1404  STATE/COUNTY-  AR/PRAIRIE
 FF1404  USGS QUAD   -  JASMINE (1994)
 FF1404
 FF1404                         *CURRENT SURVEY CONTROL
 FF1404  ___________________________________________________________________
 FF1404* NAD 83(1986)-  35 01 25.     (N)    091 32 41.     (W)     SCALED    
 FF1404* NAVD 88     -        57.880  (meters)     189.89   (feet)  ADJUSTED  
 FF1404  ___________________________________________________________________
 FF1404  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FF1404  DYNAMIC HT  -          57.827 (meters)     189.72  (feet)  COMP
 FF1404  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 FF1404
 FF1404  VERT ORDER  -  FIRST     CLASS II
 FF1404
 FF1404.The horizontal coordinates were scaled from a topographic map and have
 FF1404.an estimated accuracy of +/- 6 seconds.
 FF1404
 FF1404.The orthometric height was determined by differential leveling
 FF1404.and adjusted by the National Geodetic Survey in June 1991..
 FF1404
 FF1404.The geoid height was determined by GEOID03.
 FF1404
 FF1404.The dynamic height is computed by dividing the NAVD 88
 FF1404.geopotential number by the normal gravity value computed on the
 FF1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1404.degrees latitude (g = 980.6199 gals.).
 FF1404
 FF1404.The modeled gravity was interpolated from observed gravity values.
 FF1404
 FF1404;                    North         East    Units  Estimated Accuracy
 FF1404;SPC AR S     -   661,520.      441,550.      MT  (+/- 180 meters Scaled)
 FF1404
 FF1404                          SUPERSEDED SURVEY CONTROL
 FF1404
 FF1404  NGVD 29 (??/??/??)   57.868  (m)          189.86   (f) ADJUSTED    1 2
 FF1404
 FF1404.Superseded values are not recommended for survey control.
 FF1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1404.See file dsdata.txt to determine how the superseded data were derived.
 FF1404
 FF1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU327766(NAD 83)
 FF1404_MARKER: DB = BENCH MARK DISK
 FF1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1404_STAMPING: C 165 1955
 FF1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1404+STABILITY: SURFACE MOTION
 FF1404
 FF1404  HISTORY     - Date     Condition        Report By
 FF1404  HISTORY     - 1955     MONUMENTED       CGS
 FF1404  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1404
 FF1404                          STATION DESCRIPTION
 FF1404
 FF1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1404'4.8 MI NW FROM DES ARC.
 FF1404'4.75 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1404'RAILROAD FROM THE STATION AT DES ARC, 0.25 MILE NORTHWEST OF
 FF1404'MILEPOST 18, 42.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 11.4 FEET
 FF1404'SOUTH OF A 26 INCH OAK TREE, 2.2 FEET SOUTHWEST OF A WITNESS
 FF1404'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 FF1404'ABOVE THE GROUND.
 FF1404
 FF1404                          STATION RECOVERY (2003)
 FF1404
 FF1404'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0637 ***********************************************************************
 GE0637  DESIGNATION -  C 166
 GE0637  PID         -  GE0637
 GE0637  STATE/COUNTY-  AR/SHARP
 GE0637  USGS QUAD   -  EVENING SHADE (1961)
 GE0637
 GE0637                         *CURRENT SURVEY CONTROL
 GE0637  ___________________________________________________________________
 GE0637* NAD 83(1986)-  36 05 26.     (N)    091 36 46.     (W)     SCALED    
 GE0637* NAVD 88     -       151.267  (meters)     496.28   (feet)  ADJUSTED  
 GE0637  ___________________________________________________________________
 GE0637  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GE0637  DYNAMIC HT  -         151.138 (meters)     495.86  (feet)  COMP
 GE0637  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 GE0637
 GE0637  VERT ORDER  -  SECOND    CLASS 0
 GE0637
 GE0637.The horizontal coordinates were scaled from a topographic map and have
 GE0637.an estimated accuracy of +/- 6 seconds.
 GE0637
 GE0637.The orthometric height was determined by differential leveling
 GE0637.and adjusted by the National Geodetic Survey in June 1991..
 GE0637
 GE0637.The geoid height was determined by GEOID03.
 GE0637
 GE0637.The dynamic height is computed by dividing the NAVD 88
 GE0637.geopotential number by the normal gravity value computed on the
 GE0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0637.degrees latitude (g = 980.6199 gals.).
 GE0637
 GE0637.The modeled gravity was interpolated from observed gravity values.
 GE0637
 GE0637;                    North         East    Units  Estimated Accuracy
 GE0637;SPC AR N     -   195,020.      434,870.      MT  (+/- 180 meters Scaled)
 GE0637
 GE0637                          SUPERSEDED SURVEY CONTROL
 GE0637
 GE0637  NGVD 29 (??/??/92)  151.173  (m)          495.97   (f) ADJ UNCH    2 0
 GE0637
 GE0637.Superseded values are not recommended for survey control.
 GE0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0637.See file dsdata.txt to determine how the superseded data were derived.
 GE0637
 GE0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV248948(NAD 83)
 GE0637_MARKER: DB = BENCH MARK DISK
 GE0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0637_SP_SET: CULVERT
 GE0637_STAMPING: C 166 1955
 GE0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0637
 GE0637  HISTORY     - Date     Condition        Report By
 GE0637  HISTORY     - 1955     MONUMENTED       CGS
 GE0637
 GE0637                          STATION DESCRIPTION
 GE0637
 GE0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0637'1.8 MI N FROM EVENING SHADE.
 GE0637'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0637'EVENING SHADE, THENCE 1.5 MILES NORTH ALONG STATE HIGHWAY 11,
 GE0637'0.15 MILE SOUTH OF A CURVE IN THE HIGHWAY, 0.05 MILE NORTH OF
 GE0637'A WHITE FARMHOUSE, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GE0637'SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 GE0637'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0599 ***********************************************************************
 GE0599  DESIGNATION -  C 167
 GE0599  PID         -  GE0599
 GE0599  STATE/COUNTY-  AR/SHARP
 GE0599  USGS QUAD   -  ASH FLAT (1980)
 GE0599
 GE0599                         *CURRENT SURVEY CONTROL
 GE0599  ___________________________________________________________________
 GE0599* NAD 83(1986)-  36 14 25.     (N)    091 36 21.     (W)     SCALED    
 GE0599* NAVD 88     -       185.794  (meters)     609.56   (feet)  ADJUSTED  
 GE0599  ___________________________________________________________________
 GE0599  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0599  DYNAMIC HT  -         185.638 (meters)     609.05  (feet)  COMP
 GE0599  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GE0599
 GE0599  VERT ORDER  -  SECOND    CLASS 0
 GE0599
 GE0599.The horizontal coordinates were scaled from a topographic map and have
 GE0599.an estimated accuracy of +/- 6 seconds.
 GE0599
 GE0599.The orthometric height was determined by differential leveling
 GE0599.and adjusted by the National Geodetic Survey in June 1991..
 GE0599
 GE0599.The geoid height was determined by GEOID03.
 GE0599
 GE0599.The dynamic height is computed by dividing the NAVD 88
 GE0599.geopotential number by the normal gravity value computed on the
 GE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0599.degrees latitude (g = 980.6199 gals.).
 GE0599
 GE0599.The modeled gravity was interpolated from observed gravity values.
 GE0599
 GE0599;                    North         East    Units  Estimated Accuracy
 GE0599;SPC AR N     -   211,640.      435,430.      MT  (+/- 180 meters Scaled)
 GE0599
 GE0599                          SUPERSEDED SURVEY CONTROL
 GE0599
 GE0599  NGVD 29 (??/??/92)  185.688  (m)          609.21   (f) ADJ UNCH    2 0
 GE0599
 GE0599.Superseded values are not recommended for survey control.
 GE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0599.See file dsdata.txt to determine how the superseded data were derived.
 GE0599
 GE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA252115(NAD 83)
 GE0599_MARKER: DB = BENCH MARK DISK
 GE0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0599_SP_SET: CULVERT
 GE0599_STAMPING: C 167 1955
 GE0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0599
 GE0599  HISTORY     - Date     Condition        Report By
 GE0599  HISTORY     - 1955     MONUMENTED       CGS
 GE0599  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0599
 GE0599                          STATION DESCRIPTION
 GE0599
 GE0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0599'1.5 MI N FROM ASH FLAT.
 GE0599'1.5 MILES NORTH OF ASH FLAT, SHARP COUNTY.  THIS BENCH MARK MAY
 GE0599'BE REACHED FROM THE HIGH SCHOOL BY GOING 0.9 MILE NORTHEAST ALONG
 GE0599'STATE HIGHWAY 11, THENCE 0.6 MILE NORTHWEST U.S. HIGHWAY 62.  IT
 GE0599'IS AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE
 GE0599'TOP OF THE SOUTHWEST HEADWALL, AND 25 FEET SOUTHWEST OF THE
 GE0599'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 167
 GE0599'1955.
 GE0599
 GE0599                          STATION RECOVERY (2003)
 GE0599
 GE0599'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1150 ***********************************************************************
 EH1150  DESIGNATION -  C 168
 EH1150  PID         -  EH1150
 EH1150  STATE/COUNTY-  AR/MONROE
 EH1150  USGS QUAD   -  BRINKLEY (1971)
 EH1150
 EH1150                         *CURRENT SURVEY CONTROL
 EH1150  ___________________________________________________________________
 EH1150* NAD 83(1986)-  34 53 32.     (N)    091 10 40.     (W)     SCALED    
 EH1150* NAVD 88     -        57.103  (meters)     187.35   (feet)  ADJUSTED  
 EH1150  ___________________________________________________________________
 EH1150  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1150  DYNAMIC HT  -          57.050 (meters)     187.17  (feet)  COMP
 EH1150  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 EH1150
 EH1150  VERT ORDER  -  FIRST     CLASS II
 EH1150
 EH1150.The horizontal coordinates were scaled from a topographic map and have
 EH1150.an estimated accuracy of +/- 6 seconds.
 EH1150
 EH1150.The orthometric height was determined by differential leveling
 EH1150.and adjusted by the National Geodetic Survey in June 1991..
 EH1150
 EH1150.The geoid height was determined by GEOID03.
 EH1150
 EH1150.The dynamic height is computed by dividing the NAVD 88
 EH1150.geopotential number by the normal gravity value computed on the
 EH1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1150.degrees latitude (g = 980.6199 gals.).
 EH1150
 EH1150.The modeled gravity was interpolated from observed gravity values.
 EH1150
 EH1150;                    North         East    Units  Estimated Accuracy
 EH1150;SPC AR S     -   647,160.      475,160.      MT  (+/- 180 meters Scaled)
 EH1150
 EH1150                          SUPERSEDED SURVEY CONTROL
 EH1150
 EH1150  NGVD 29 (??/??/??)   57.104  (m)          187.35   (f) ADJUSTED    1 2
 EH1150
 EH1150.Superseded values are not recommended for survey control.
 EH1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1150.See file dsdata.txt to determine how the superseded data were derived.
 EH1150
 EH1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU665626(NAD 83)
 EH1150_MARKER: DB = BENCH MARK DISK
 EH1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1150_STAMPING: C 168 1935
 EH1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1150+STABILITY: SURFACE MOTION
 EH1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1150+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1150
 EH1150  HISTORY     - Date     Condition        Report By
 EH1150  HISTORY     - 1955     MONUMENTED       CGS
 EH1150  HISTORY     - 20030422 GOOD             USACE
 EH1150
 EH1150                          STATION DESCRIPTION
 EH1150
 EH1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1150'0.85 MI NE FROM BRINKLEY.
 EH1150'ABOUT 0.85 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1150'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 0.35 MILE SOUTHWEST
 EH1150'OF MILE POLE 68, ABOUT 157 YARDS SOUTHWEST END OF SHORT TRESTLE NO.
 EH1150'683 B OVER A DITCH, 117 YARDS NORTHEAST OF A GRAVEL ROAD CROSSING, 135
 EH1150'YARDS NORTHEAST OF A SWITCH STAND AT THE NORTHEAST END OF JUNCTION OF
 EH1150'ST. LOUIS SOUTHWESTERN RAILWAY, 40 1/2 FEET NORTHWEST OF NORTHWEST
 EH1150'RAIL OF MAIN TRACK, 4 FEET SOUTHWEST OF THE THIRD TELEPHONE POLE
 EH1150'NORTHEAST OF ROAD CROSSING, 103 1/2 FEET NORTH AND ACROSS TRACK FROM A
 EH1150'CONCRETE POST PROJECTING 3 INCHES.
 EH1150
 EH1150                          STATION RECOVERY (2003)
 EH1150
 EH1150'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1150'MARK IS IN VERY LOW-LYING TERRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1159 ***********************************************************************
 EH1159  DESIGNATION -  C 169
 EH1159  PID         -  EH1159
 EH1159  STATE/COUNTY-  AR/ST FRANCIS
 EH1159  USGS QUAD   -  WHEATLEY (1971)
 EH1159
 EH1159                         *CURRENT SURVEY CONTROL
 EH1159  ___________________________________________________________________
 EH1159* NAD 83(1986)-  34 54 46.     (N)    091 06 26.     (W)     SCALED    
 EH1159* NAVD 88     -        63.966  (meters)     209.86   (feet)  ADJUSTED  
 EH1159  ___________________________________________________________________
 EH1159  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1159  DYNAMIC HT  -          63.907 (meters)     209.67  (feet)  COMP
 EH1159  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 EH1159
 EH1159  VERT ORDER  -  FIRST     CLASS II
 EH1159
 EH1159.The horizontal coordinates were scaled from a topographic map and have
 EH1159.an estimated accuracy of +/- 6 seconds.
 EH1159
 EH1159.The orthometric height was determined by differential leveling
 EH1159.and adjusted by the National Geodetic Survey in June 1991..
 EH1159
 EH1159.The geoid height was determined by GEOID03.
 EH1159
 EH1159.The dynamic height is computed by dividing the NAVD 88
 EH1159.geopotential number by the normal gravity value computed on the
 EH1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1159.degrees latitude (g = 980.6199 gals.).
 EH1159
 EH1159.The modeled gravity was interpolated from observed gravity values.
 EH1159
 EH1159;                    North         East    Units  Estimated Accuracy
 EH1159;SPC AR N     -    64,660.      481,590.      MT  (+/- 180 meters Scaled)
 EH1159
 EH1159                          SUPERSEDED SURVEY CONTROL
 EH1159
 EH1159  NGVD 29 (??/??/??)   63.964  (m)          209.86   (f) ADJUSTED    1 2
 EH1159
 EH1159.Superseded values are not recommended for survey control.
 EH1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1159.See file dsdata.txt to determine how the superseded data were derived.
 EH1159
 EH1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU729650(NAD 83)
 EH1159_MARKER: DB = BENCH MARK DISK
 EH1159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1159_SP_SET: CULVERT
 EH1159_STAMPING: C 169 1955
 EH1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1159+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 EH1159
 EH1159  HISTORY     - Date     Condition        Report By
 EH1159  HISTORY     - 1955     MONUMENTED       CGS
 EH1159  HISTORY     - 20030421 GOOD             USACE
 EH1159
 EH1159                          STATION DESCRIPTION
 EH1159
 EH1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1159'IN WHEATLEY.
 EH1159'AT WHEATLEY, ABOUT 0.3 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND
 EH1159'AND PACIFIC RAILROAD FROM THE STATION, ABOUT 0.2 MILE SOUTHWEST OF
 EH1159'MILE POLE 64, AT THE NORTHEAST ONE OF THREE ROAD CROSSING IN WHEATLEY,
 EH1159'32 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF SIDE TRACK, 47 FEET
 EH1159'SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 17 1/2 FEET SOUTHWEST OF
 EH1159'CENTER LINE OF GRAVEL ROAD, IN THE TOP OF THE NORTHWEST END OF
 EH1159'SOUTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER GRAVEL ROAD AND
 EH1159'ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 EH1159
 EH1159                          STATION RECOVERY (2003)
 EH1159
 EH1159'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0527 ***********************************************************************
 GE0527  DESIGNATION -  C 17
 GE0527  PID         -  GE0527
 GE0527  STATE/COUNTY-  AR/FULTON
 GE0527  USGS QUAD   -  SALEM (1984)
 GE0527
 GE0527                         *CURRENT SURVEY CONTROL
 GE0527  ___________________________________________________________________
 GE0527* NAD 83(1986)-  36 20 49.     (N)    091 50 28.     (W)     SCALED    
 GE0527* NAVD 88     -       225.931  (meters)     741.24   (feet)  ADJUSTED  
 GE0527  ___________________________________________________________________
 GE0527  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0527  DYNAMIC HT  -         225.742 (meters)     740.62  (feet)  COMP
 GE0527  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 GE0527
 GE0527  VERT ORDER  -  SECOND    CLASS 0
 GE0527
 GE0527.The horizontal coordinates were scaled from a topographic map and have
 GE0527.an estimated accuracy of +/- 6 seconds.
 GE0527
 GE0527.The orthometric height was determined by differential leveling
 GE0527.and adjusted by the National Geodetic Survey in June 1991..
 GE0527
 GE0527.The geoid height was determined by GEOID03.
 GE0527
 GE0527.The dynamic height is computed by dividing the NAVD 88
 GE0527.geopotential number by the normal gravity value computed on the
 GE0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0527.degrees latitude (g = 980.6199 gals.).
 GE0527
 GE0527.The modeled gravity was interpolated from observed gravity values.
 GE0527
 GE0527;                    North         East    Units  Estimated Accuracy
 GE0527;SPC AR N     -   223,410.      414,260.      MT  (+/- 180 meters Scaled)
 GE0527
 GE0527                          SUPERSEDED SURVEY CONTROL
 GE0527
 GE0527  NGVD 29 (??/??/92)  225.820  (m)          740.88   (f) ADJ UNCH    2 0
 GE0527
 GE0527.Superseded values are not recommended for survey control.
 GE0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0527.See file dsdata.txt to determine how the superseded data were derived.
 GE0527
 GE0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA039230(NAD 83)
 GE0527_MARKER: DB = BENCH MARK DISK
 GE0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0527_STAMPING: 740.878 C 17 1932
 GE0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0527+STABILITY: SURFACE MOTION
 GE0527
 GE0527  HISTORY     - Date     Condition        Report By
 GE0527  HISTORY     - 1932     MONUMENTED       CGS
 GE0527  HISTORY     - 1935     GOOD             NGS
 GE0527
 GE0527                          STATION DESCRIPTION
 GE0527
 GE0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0527'2 MI S FROM SALEM.
 GE0527'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 9 FROM SALEM, FULTON
 GE0527'COUNTY, ABOUT 40 YARDS NORTHWEST OF THE W.C. WILSON HOUSE, 188
 GE0527'FEET NORTHEAST OF THE CENTER OF THE NORTHWEST END OF AN 18-INCH
 GE0527'CULVERT, 30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7
 GE0527'FEET SOUTHEAST OF THE EAST CORNER OF A SMALL TOURIST COTTAGE,
 GE0527'AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED
 GE0527'740.878 C 17 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0527
 GE0527                          STATION RECOVERY (1935)
 GE0527
 GE0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0617 ***********************************************************************
 FF0617  DESIGNATION -  C 170
 FF0617  PID         -  FF0617
 FF0617  STATE/COUNTY-  AR/ST FRANCIS
 FF0617  USGS QUAD   -  MADISON (1993)
 FF0617
 FF0617                         *CURRENT SURVEY CONTROL
 FF0617  ___________________________________________________________________
 FF0617* NAD 83(1986)-  35 00 58.     (N)    090 42 11.     (W)     SCALED    
 FF0617* NAVD 88     -        61.105  (meters)     200.48   (feet)  ADJUSTED  
 FF0617  ___________________________________________________________________
 FF0617  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FF0617  DYNAMIC HT  -          61.049 (meters)     200.29  (feet)  COMP
 FF0617  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 FF0617
 FF0617  VERT ORDER  -  FIRST     CLASS II
 FF0617
 FF0617.The horizontal coordinates were scaled from a topographic map and have
 FF0617.an estimated accuracy of +/- 6 seconds.
 FF0617
 FF0617.The orthometric height was determined by differential leveling
 FF0617.and adjusted by the National Geodetic Survey in June 1991..
 FF0617
 FF0617.The geoid height was determined by GEOID03.
 FF0617
 FF0617.The dynamic height is computed by dividing the NAVD 88
 FF0617.geopotential number by the normal gravity value computed on the
 FF0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0617.degrees latitude (g = 980.6199 gals.).
 FF0617
 FF0617.The modeled gravity was interpolated from observed gravity values.
 FF0617
 FF0617;                    North         East    Units  Estimated Accuracy
 FF0617;SPC AR N     -    76,530.      518,370.      MT  (+/- 180 meters Scaled)
 FF0617
 FF0617                          SUPERSEDED SURVEY CONTROL
 FF0617
 FF0617  NGVD 29 (??/??/??)   61.088  (m)          200.42   (f) ADJUSTED    1 2
 FF0617
 FF0617.Superseded values are not recommended for survey control.
 FF0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0617.See file dsdata.txt to determine how the superseded data were derived.
 FF0617
 FF0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU095772(NAD 83)
 FF0617_MARKER: DB = BENCH MARK DISK
 FF0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0617_STAMPING: C 170 1955
 FF0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0617+STABILITY: SURFACE MOTION
 FF0617
 FF0617  HISTORY     - Date     Condition        Report By
 FF0617  HISTORY     - 1955     MONUMENTED       CGS
 FF0617  HISTORY     - 20030514 MARK NOT FOUND   USACE
 FF0617
 FF0617                          STATION DESCRIPTION
 FF0617
 FF0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0617'1 MI NE FROM MADISON.
 FF0617'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0617'PACIFIC RAILROAD FROM THE STATION AT MADISON, ABOUT 1.2 MILES
 FF0617'SOUTHWEST OF CROSSING OF STATE HIGHWAYS 38 AND 50 AT WIDENER,
 FF0617'ABOUT 0.3 MILE NORTHEAST OF MILE POLE 40, ABOUT 0.8 MILE NORTHEAST
 FF0617'OF NORTHEAST END OF RAILROAD BRIDGE OVER ST. FRANCIS RIVER, 34.3
 FF0617'FEET SOUTHEAST OF SOUTHEAST RAIL, 3 FEET SOUTHWEST OF THE FIRST
 FF0617'TELEPHONE POLE SOUTHWEST OF SOUTHWEST END OF TRESTLE NO. 397, 176
 FF0617'FEET SOUTHWEST OF CENTER LINE OF A PRIVATE ROAD WHICH PASSES
 FF0617'UNDER TRESTLE, 47.5 FEET SOUTH OF SOUTH CORNER OF TRESTLE, ABOUT
 FF0617'10 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0617'POST PROJECTING 3 INCHES.
 FF0617
 FF0617                          STATION RECOVERY (2003)
 FF0617
 FF0617'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1075 ***********************************************************************
 EH1075  DESIGNATION -  C 171
 EH1075  PID         -  EH1075
 EH1075  STATE/COUNTY-  AR/MONROE
 EH1075  USGS QUAD   -  PINE CITY (1971)
 EH1075
 EH1075                         *CURRENT SURVEY CONTROL
 EH1075  ___________________________________________________________________
 EH1075* NAD 83(1986)-  34 34 58.     (N)    091 06 53.     (W)     SCALED    
 EH1075* NAVD 88     -        54.210  (meters)     177.85   (feet)  ADJUSTED  
 EH1075  ___________________________________________________________________
 EH1075  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1075  DYNAMIC HT  -          54.159 (meters)     177.69  (feet)  COMP
 EH1075  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 EH1075
 EH1075  VERT ORDER  -  FIRST     CLASS II
 EH1075
 EH1075.The horizontal coordinates were scaled from a topographic map and have
 EH1075.an estimated accuracy of +/- 6 seconds.
 EH1075
 EH1075.The orthometric height was determined by differential leveling
 EH1075.and adjusted by the National Geodetic Survey in June 1991..
 EH1075
 EH1075.The geoid height was determined by GEOID03.
 EH1075
 EH1075.The dynamic height is computed by dividing the NAVD 88
 EH1075.geopotential number by the normal gravity value computed on the
 EH1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1075.degrees latitude (g = 980.6199 gals.).
 EH1075
 EH1075.The modeled gravity was interpolated from observed gravity values.
 EH1075
 EH1075;                    North         East    Units  Estimated Accuracy
 EH1075;SPC AR S     -   612,880.      481,220.      MT  (+/- 180 meters Scaled)
 EH1075
 EH1075                          SUPERSEDED SURVEY CONTROL
 EH1075
 EH1075  NGVD 29 (??/??/??)   54.236  (m)          177.94   (f) ADJUSTED    1 2
 EH1075
 EH1075.Superseded values are not recommended for survey control.
 EH1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1075.See file dsdata.txt to determine how the superseded data were derived.
 EH1075
 EH1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU729283(NAD 83)
 EH1075_MARKER: DB = BENCH MARK DISK
 EH1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1075_STAMPING: C 171 1956
 EH1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1075+STABILITY: SURFACE MOTION
 EH1075
 EH1075  HISTORY     - Date     Condition        Report By
 EH1075  HISTORY     - 1956     MONUMENTED       CGS
 EH1075  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1075
 EH1075                          STATION DESCRIPTION
 EH1075
 EH1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1075'2.85 MI W FROM PALMER.
 EH1075'ABOUT 2.85 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1075'ROAD CROSSING AND STATION SIGN AT PALMER, AT PINE CITY, ABOUT 0.3 MILE
 EH1075'EAST OF MILE POLE 350, ABOUT 0.2 MILE WEST OF A YELLOW TILE CHURCH
 EH1075'BUILDING AT PINE CITY, ABOUT 0.2 MILE WEST OF POST OFFICE AT PINE
 EH1075'CITY, 35 FEET NORTH OF NORTH RAIL, 24 FEET NORTHEAST OF STATION SIGN
 EH1075'PINE CITY, 64 FEET NORTHEAST OF CENTER OF A ROAD CROSSING, 3 1/2 FEET
 EH1075'EAST OF A TELEPHONE POLE, 10 1/2 FEET EAST OF THE EXTENDED CENTER LINE
 EH1075'OF A GRAVEL ROAD LEADING NORTH, 69 1/2 FEET NORTHWEST AND ACROSS MAIN
 EH1075'TRACK FROM MILEAGE POLE NO. 349/18, AND SET IN THE TOP OF A CONCRETE
 EH1075'POST PROJECTING 3 INCHES.
 EH1075
 EH1075                          STATION RECOVERY (2003)
 EH1075
 EH1075'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0868 ***********************************************************************
 EH0868  DESIGNATION -  C 172
 EH0868  PID         -  EH0868
 EH0868  STATE/COUNTY-  AR/LEE
 EH0868  USGS QUAD   -  AUBREY (1971)
 EH0868
 EH0868                         *CURRENT SURVEY CONTROL
 EH0868  ___________________________________________________________________
 EH0868* NAD 83(1986)-  34 39 55.     (N)    090 53 13.     (W)     SCALED    
 EH0868* NAVD 88     -        61.585  (meters)     202.05   (feet)  ADJUSTED  
 EH0868  ___________________________________________________________________
 EH0868  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH0868  DYNAMIC HT  -          61.528 (meters)     201.86  (feet)  COMP
 EH0868  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 EH0868
 EH0868  VERT ORDER  -  FIRST     CLASS II
 EH0868
 EH0868.The horizontal coordinates were scaled from a topographic map and have
 EH0868.an estimated accuracy of +/- 6 seconds.
 EH0868
 EH0868.The orthometric height was determined by differential leveling
 EH0868.and adjusted by the National Geodetic Survey in June 1991..
 EH0868
 EH0868.The geoid height was determined by GEOID03.
 EH0868
 EH0868.The dynamic height is computed by dividing the NAVD 88
 EH0868.geopotential number by the normal gravity value computed on the
 EH0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0868.degrees latitude (g = 980.6199 gals.).
 EH0868
 EH0868.The modeled gravity was interpolated from observed gravity values.
 EH0868
 EH0868;                    North         East    Units  Estimated Accuracy
 EH0868;SPC AR S     -   622,230.      502,020.      MT  (+/- 180 meters Scaled)
 EH0868
 EH0868                          SUPERSEDED SURVEY CONTROL
 EH0868
 EH0868  NGVD 29 (??/??/??)   61.599  (m)          202.10   (f) ADJUSTED    1 2
 EH0868
 EH0868.Superseded values are not recommended for survey control.
 EH0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0868.See file dsdata.txt to determine how the superseded data were derived.
 EH0868
 EH0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU936379(NAD 83)
 EH0868_MARKER: DB = BENCH MARK DISK
 EH0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0868_STAMPING: C 172 1956
 EH0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0868+STABILITY: SURFACE MOTION
 EH0868
 EH0868  HISTORY     - Date     Condition        Report By
 EH0868  HISTORY     - 1956     MONUMENTED       CGS
 EH0868  HISTORY     - 20030402 POOR             USACE
 EH0868
 EH0868                          STATION DESCRIPTION
 EH0868
 EH0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0868'4.0 MI SE FROM AUBREY.
 EH0868'ABOUT 4.0 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE
 EH0868'SCHOOL AT AUBREY, ABOUT 4.05 MILES WEST AND NORTHWEST ALONG HIGHWAY
 EH0868'121 FROM THE COTTON GIN AT RONDO, ABOUT 72 FYARDS SOUTHEAST OF CENTER
 EH0868'OF JUNCTION OF A NARROW ROAD LEADING WEST, 38 FEET EAST OF CENTER LINE
 EH0868'OF HIGHWAY, 17 FEET NORTHEAST OF NORTH END OF AN 18-INCH CORRUGATED
 EH0868'PIPE CULVERT UNDER A DRIVE EAST TO A FIELD, 24 FEET NORTH OF CENTER
 EH0868'LINE OF DRIVE EAST, 164 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 EH0868'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND
 EH0868'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EH0868
 EH0868                          STATION RECOVERY (2003)
 EH0868
 EH0868'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0868'MARK HAS BEEN HIT BY FARM MACHINERY, AND LEANS BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0643 ***********************************************************************
 FF0643  DESIGNATION -  C 173
 FF0643  PID         -  FF0643
 FF0643  STATE/COUNTY-  AR/ST FRANCIS
 FF0643  USGS QUAD   -  ROUND POND (1992)
 FF0643
 FF0643                         *CURRENT SURVEY CONTROL
 FF0643  ___________________________________________________________________
 FF0643* NAD 83(1986)-  35 04 11.     (N)    090 34 09.     (W)     SCALED    
 FF0643* NAVD 88     -        62.025  (meters)     203.49   (feet)  ADJUSTED  
 FF0643  ___________________________________________________________________
 FF0643  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FF0643  DYNAMIC HT  -          61.969 (meters)     203.31  (feet)  COMP
 FF0643  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 FF0643
 FF0643  VERT ORDER  -  FIRST     CLASS II
 FF0643
 FF0643.The horizontal coordinates were scaled from a topographic map and have
 FF0643.an estimated accuracy of +/- 6 seconds.
 FF0643
 FF0643.The orthometric height was determined by differential leveling
 FF0643.and adjusted by the National Geodetic Survey in June 1991..
 FF0643
 FF0643.The geoid height was determined by GEOID03.
 FF0643
 FF0643.The dynamic height is computed by dividing the NAVD 88
 FF0643.geopotential number by the normal gravity value computed on the
 FF0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0643.degrees latitude (g = 980.6199 gals.).
 FF0643
 FF0643.The modeled gravity was interpolated from observed gravity values.
 FF0643
 FF0643;                    North         East    Units  Estimated Accuracy
 FF0643;SPC AR N     -    82,650.      530,500.      MT  (+/- 180 meters Scaled)
 FF0643
 FF0643                          SUPERSEDED SURVEY CONTROL
 FF0643
 FF0643  NGVD 29 (??/??/??)   62.006  (m)          203.43   (f) ADJUSTED    1 2
 FF0643
 FF0643.Superseded values are not recommended for survey control.
 FF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0643.See file dsdata.txt to determine how the superseded data were derived.
 FF0643
 FF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU216834(NAD 83)
 FF0643_MARKER: DB = BENCH MARK DISK
 FF0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0643_STAMPING: C 173 1956
 FF0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0643+STABILITY: SURFACE MOTION
 FF0643
 FF0643  HISTORY     - Date     Condition        Report By
 FF0643  HISTORY     - 1956     MONUMENTED       CGS
 FF0643  HISTORY     - 20030515 MARK NOT FOUND   USACE
 FF0643
 FF0643                          STATION DESCRIPTION
 FF0643
 FF0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0643'3 MI NE FROM ROUND POND.
 FF0643'ABOUT 3.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0643'PACIFIC RAILROAD FROM TRESTLE OVER GRAVEL ROAD AT ROUND POND,
 FF0643'ABOUT 4.05 MILES SOUTHWEST OF CROSSING OF STATE HIGHWAY 179
 FF0643'AND FLAG STATION AT HETH, AT WHITMORE, 92 1/2 FEET SOUTH-SOUTHEAST
 FF0643'AND ACROSS A ROAD FROM THE NEAR RAIL OF TRACK, 228 FEET
 FF0643'SOUTH-SOUTHWEST OF CENTER OF A GRAVEL ROAD CROSSING, 27 FEET
 FF0643'SOUTH-SOUTHEAST OF CENTER LINE OF A GRAVEL ROAD PARALLEL TO TRACK,
 FF0643'19 FEET EAST OF CENTER LINE OF A NARROW DIRT ROAD LEADING
 FF0643'SOUTH, 145 FEET SOUTH AND ACROSS TRACK AND ROAD FROM TELEPHONE
 FF0643'POLE NO. 1405, 59 FEET SOUTHEAST OF MILEAGE POLE NO. 31/4,
 FF0643'51 FEET NORTHWEST OF NORTHWEST CORNER OF PORCH OF A TWO-STORY
 FF0643'FRAME HOUSE, 2 1/2 FEET NORTHWEST OF A SMALL TELEPHONE POLE,
 FF0643'ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0643'CONCRETE POST PROJECTING 2 INCHES.
 FF0643
 FF0643                          STATION RECOVERY (2003)
 FF0643
 FF0643'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0024 ***********************************************************************
 FF0024  DESIGNATION -  C 174
 FF0024  PID         -  FF0024
 FF0024  STATE/COUNTY-  AR/POINSETT
 FF0024  USGS QUAD   -  MARKED TREE (1983)
 FF0024
 FF0024                         *CURRENT SURVEY CONTROL
 FF0024  ___________________________________________________________________
 FF0024* NAD 83(1986)-  35 31 22.     (N)    090 24 24.     (W)     SCALED    
 FF0024* NAVD 88     -        64.975  (meters)     213.17   (feet)  ADJUSTED  
 FF0024  ___________________________________________________________________
 FF0024  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FF0024  DYNAMIC HT  -          64.918 (meters)     212.99  (feet)  COMP
 FF0024  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FF0024
 FF0024  VERT ORDER  -  FIRST     CLASS II
 FF0024
 FF0024.The horizontal coordinates were scaled from a topographic map and have
 FF0024.an estimated accuracy of +/- 6 seconds.
 FF0024
 FF0024.The orthometric height was determined by differential leveling
 FF0024.and adjusted by the National Geodetic Survey in June 1991..
 FF0024
 FF0024.The geoid height was determined by GEOID03.
 FF0024
 FF0024.The dynamic height is computed by dividing the NAVD 88
 FF0024.geopotential number by the normal gravity value computed on the
 FF0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0024.degrees latitude (g = 980.6199 gals.).
 FF0024
 FF0024.The modeled gravity was interpolated from observed gravity values.
 FF0024
 FF0024;                    North         East    Units  Estimated Accuracy
 FF0024;SPC AR N     -   133,130.      544,510.      MT  (+/- 180 meters Scaled)
 FF0024
 FF0024                          SUPERSEDED SURVEY CONTROL
 FF0024
 FF0024  NGVD 29 (??/??/??)   64.918  (m)          212.99   (f) ADJUSTED    1 2
 FF0024
 FF0024.Superseded values are not recommended for survey control.
 FF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0024.See file dsdata.txt to determine how the superseded data were derived.
 FF0024
 FF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV351341(NAD 83)
 FF0024_MARKER: DB = BENCH MARK DISK
 FF0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0024_STAMPING: C 174 1956
 FF0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0024+STABILITY: SURFACE MOTION
 FF0024
 FF0024  HISTORY     - Date     Condition        Report By
 FF0024  HISTORY     - 1956     MONUMENTED       CGS
 FF0024  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0024
 FF0024                          STATION DESCRIPTION
 FF0024
 FF0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0024'1.2 MI SE FROM MARKED TREE.
 FF0024'ABOUT 1.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0024'RAILWAY FROM THE STATION AT MARKED TREE, 72 FEET SOUTHWEST AND
 FF0024'ACROSS TRACK (UNDER TRESTLE) FROM MILEAGE POLE NO. 448/23, 38
 FF0024'FEET SOUTHWEST OF CENTER LINE OF TRESTLE NO. 448.6, 90 YARDS
 FF0024'NORTHWEST OF SOUTHEAST END OF TRESTLE, 78 FEET NORTHEAST OF CENTER
 FF0024'LINE OF U.S. HIGHWAY 63, 3 FEET NORTHWEST OF A TELEPHONE POLE,
 FF0024'68 1/2 FEET NORTHWEST OF CENTER LINE OF A SMALL ROAD WHICH PASSES
 FF0024'UNDER TRESTLE, ABOUT 15 FEET BELOW LEVEL OF TRACK, ABOUT 5 1/2
 FF0024'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FF0024'PROJECTING 3 INCHES.
 FF0024
 FF0024                          STATION RECOVERY (1992)
 FF0024
 FF0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0024'THE TRESTLE HAS BEEN REMOVED AND THE AREA HAS BEEN FILLED.  ASSUMED
 FF0024'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0511 ***********************************************************************
 FF0511  DESIGNATION -  C 175
 FF0511  PID         -  FF0511
 FF0511  STATE/COUNTY-  AR/ST FRANCIS
 FF0511  USGS QUAD   -  FORREST CITY (1976)
 FF0511
 FF0511                         *CURRENT SURVEY CONTROL
 FF0511  ___________________________________________________________________
 FF0511* NAD 83(1986)-  35 02 45.     (N)    090 48 30.     (W)     SCALED    
 FF0511* NAVD 88     -        72.270  (meters)     237.11   (feet)  ADJUSTED  
 FF0511  ___________________________________________________________________
 FF0511  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FF0511  DYNAMIC HT  -          72.205 (meters)     236.89  (feet)  COMP
 FF0511  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 FF0511
 FF0511  VERT ORDER  -  FIRST     CLASS II
 FF0511
 FF0511.The horizontal coordinates were scaled from a topographic map and have
 FF0511.an estimated accuracy of +/- 6 seconds.
 FF0511
 FF0511.The orthometric height was determined by differential leveling
 FF0511.and adjusted by the National Geodetic Survey in June 1991..
 FF0511
 FF0511.The geoid height was determined by GEOID03.
 FF0511
 FF0511.The dynamic height is computed by dividing the NAVD 88
 FF0511.geopotential number by the normal gravity value computed on the
 FF0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0511.degrees latitude (g = 980.6199 gals.).
 FF0511
 FF0511.The modeled gravity was interpolated from observed gravity values.
 FF0511
 FF0511;                    North         East    Units  Estimated Accuracy
 FF0511;SPC AR N     -    79,700.      508,720.      MT  (+/- 180 meters Scaled)
 FF0511
 FF0511                          SUPERSEDED SURVEY CONTROL
 FF0511
 FF0511  NGVD 29 (??/??/??)   72.250  (m)          237.04   (f) ADJUSTED    1 2
 FF0511
 FF0511.Superseded values are not recommended for survey control.
 FF0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0511.See file dsdata.txt to determine how the superseded data were derived.
 FF0511
 FF0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU998803(NAD 83)
 FF0511_MARKER: DB = BENCH MARK DISK
 FF0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0511_STAMPING: C 175 1956
 FF0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0511+STABILITY: SURFACE MOTION
 FF0511
 FF0511  HISTORY     - Date     Condition        Report By
 FF0511  HISTORY     - 1956     MONUMENTED       CGS
 FF0511
 FF0511                          STATION DESCRIPTION
 FF0511
 FF0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0511'2 MI S FROM CALDWELL.
 FF0511'ABOUT 2.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0511'THE ROAD CROSSING AT CALDWELL, ABOUT 3.05 MILES NORTH OF THE STATION
 FF0511'AT FORREST CITY, ST. FRANCIS COUNTY, 329 FEET NORTH-NORTHWEST OF
 FF0511'CENTER OF A FIELD ROAD CROSSING, 46 FEET WEST OF WEST RAIL, 77
 FF0511'FEET SOUTHWEST OF AND ACROSS TRACK FROM TELEPHONE POLE NO. 292/27,
 FF0511'150 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF TRESTLE NO. 292.9,
 FF0511'26 1/2 FEET NORTH OF THE SECOND TELEPHONE POLE SOUTH OF TRESTLE ON
 FF0511'WEST SIDE OF TRACK, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH
 FF0511'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK
 FF0511'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1251 ***********************************************************************
 EH1251  DESIGNATION -  C 176
 EH1251  PID         -  EH1251
 EH1251  STATE/COUNTY-  AR/LEE
 EH1251  USGS QUAD   -  WHEATLEY (1971)
 EH1251
 EH1251                         *CURRENT SURVEY CONTROL
 EH1251  ___________________________________________________________________
 EH1251* NAD 83(1986)-  34 52 51.     (N)    091 03 51.     (W)     SCALED    
 EH1251* NAVD 88     -        63.055  (meters)     206.87   (feet)  ADJUSTED  
 EH1251  ___________________________________________________________________
 EH1251  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1251  DYNAMIC HT  -          62.997 (meters)     206.68  (feet)  COMP
 EH1251  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 EH1251
 EH1251  VERT ORDER  -  FIRST     CLASS II
 EH1251
 EH1251.The horizontal coordinates were scaled from a topographic map and have
 EH1251.an estimated accuracy of +/- 6 seconds.
 EH1251
 EH1251.The orthometric height was determined by differential leveling
 EH1251.and adjusted by the National Geodetic Survey in June 1991..
 EH1251
 EH1251.The geoid height was determined by GEOID03.
 EH1251
 EH1251.The dynamic height is computed by dividing the NAVD 88
 EH1251.geopotential number by the normal gravity value computed on the
 EH1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1251.degrees latitude (g = 980.6199 gals.).
 EH1251
 EH1251.The modeled gravity was interpolated from observed gravity values.
 EH1251
 EH1251;                    North         East    Units  Estimated Accuracy
 EH1251;SPC AR S     -   645,980.      485,560.      MT  (+/- 180 meters Scaled)
 EH1251
 EH1251                          SUPERSEDED SURVEY CONTROL
 EH1251
 EH1251  NGVD 29 (??/??/??)   63.054  (m)          206.87   (f) ADJUSTED    1 2
 EH1251
 EH1251.Superseded values are not recommended for survey control.
 EH1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1251.See file dsdata.txt to determine how the superseded data were derived.
 EH1251
 EH1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU769615(NAD 83)
 EH1251_MARKER: DB = BENCH MARK DISK
 EH1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1251_STAMPING: C 176 1955
 EH1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1251+STABILITY: SURFACE MOTION
 EH1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1251+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 EH1251
 EH1251  HISTORY     - Date     Condition        Report By
 EH1251  HISTORY     - 1955     MONUMENTED       CGS
 EH1251  HISTORY     - 1971     GOOD             USGS
 EH1251  HISTORY     - 20030421 GOOD             USACE
 EH1251
 EH1251                          STATION DESCRIPTION
 EH1251
 EH1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1251'3.65 MI SE FROM WHEATLEY.
 EH1251'ABOUT 3.65 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF
 EH1251'U.S. HIGHWAY 70 AT WHEATLEY, ABOUT 0.45 MILE WEST OF A CURVE IN
 EH1251'HIGHWAY WITH TANGENTS EXTENDING WEST AND SOUTHEAST AND THE JUNCTION OF
 EH1251'A ROAD EAST, ON THE OUTSIDE OF A SLIGHT CURVE IN HIGHWAY, 45 FEET
 EH1251'SOUTH OF CENTER LINE OF HIGHWAY, 77 FEET SOUTHWEST OF CENTER OF
 EH1251'JUNCTION OF HIGHWAY AND A ROAD NORTH, 14 1/2 FEET WEST OF CENTER LINE
 EH1251'OF A FARM GATE ACROSS A DRIVE SOUTH, 10 FEET SOUTH-SOUTHWEST OF WEST
 EH1251'END OF A 20-INCH METAL PIPE CULVERT UNDER DIRVE SOUTH, 2 1/2 FEET
 EH1251'NORTH-NORTHWEST OF A POWER POLE WITH LINES EXTENDING NORTH-SOUTH AND
 EH1251'EAST-WEST, 4 FEET NORTHEAST OF A FENCE CORNER, 1 1/2 FEET NORTHEAST OF
 EH1251'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND
 EH1251'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EH1251
 EH1251                          STATION RECOVERY (1971)
 EH1251
 EH1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EH1251'RECOVERED IN GOOD CONDITION.
 EH1251
 EH1251                          STATION RECOVERY (2003)
 EH1251
 EH1251'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1052 ***********************************************************************
 EH1052  DESIGNATION -  C 177
 EH1052  PID         -  EH1052
 EH1052  STATE/COUNTY-  AR/MONROE
 EH1052  USGS QUAD   -  CLARENDON (1968)
 EH1052
 EH1052                         *CURRENT SURVEY CONTROL
 EH1052  ___________________________________________________________________
 EH1052* NAD 83(1986)-  34 41 09.     (N)    091 17 46.     (W)     SCALED    
 EH1052* NAVD 88     -        52.369  (meters)     171.81   (feet)  ADJUSTED  
 EH1052  ___________________________________________________________________
 EH1052  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1052  DYNAMIC HT  -          52.320 (meters)     171.65  (feet)  COMP
 EH1052  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 EH1052
 EH1052  VERT ORDER  -  FIRST     CLASS II
 EH1052
 EH1052.The horizontal coordinates were scaled from a topographic map and have
 EH1052.an estimated accuracy of +/- 6 seconds.
 EH1052
 EH1052.The orthometric height was determined by differential leveling
 EH1052.and adjusted by the National Geodetic Survey in June 1991..
 EH1052
 EH1052.The geoid height was determined by GEOID03.
 EH1052
 EH1052.The dynamic height is computed by dividing the NAVD 88
 EH1052.geopotential number by the normal gravity value computed on the
 EH1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1052.degrees latitude (g = 980.6199 gals.).
 EH1052
 EH1052.The modeled gravity was interpolated from observed gravity values.
 EH1052
 EH1052;                    North         East    Units  Estimated Accuracy
 EH1052;SPC AR S     -   624,180.      464,500.      MT  (+/- 180 meters Scaled)
 EH1052
 EH1052                          SUPERSEDED SURVEY CONTROL
 EH1052
 EH1052  NGVD 29 (??/??/92)   52.389  (m)          171.88   (f) ADJ UNCH    1 2
 EH1052
 EH1052.Superseded values are not recommended for survey control.
 EH1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1052.See file dsdata.txt to determine how the superseded data were derived.
 EH1052
 EH1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU560395(NAD 83)
 EH1052_MARKER: DB = BENCH MARK DISK
 EH1052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1052_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1052_STAMPING: C 177 1955
 EH1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1052
 EH1052  HISTORY     - Date     Condition        Report By
 EH1052  HISTORY     - 1955     MONUMENTED       CGS
 EH1052  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1052
 EH1052                          STATION DESCRIPTION
 EH1052
 EH1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1052'0.7 MI SE FROM CLARENDON.
 EH1052'ABOUT 0.7 SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1052'JUNCTION OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT CLARENDON, ABOUT
 EH1052'0.25 MILE WEST-NORTHWEST OF A TWIN 48-INCH PIPE CULVERT UNDER TRACK
 EH1052'AND A SLUICE GATE IN FLOOD LEVEE, ABOUT 0.15 MILE EAST-SOUTHEAST OF
 EH1052'MILE POLE 364, 19.8 FEET NORTH-NORTHEAST OF NEAR RAIL OF TRACK, 27
 EH1052'FEET NORTHWEST OF TELEPHONE POLE 363/25, 7 FEET SOUTH-SOUTHWEST OF
 EH1052'TELEPHONE POLE NO. 1720, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND IS
 EH1052'A DISK ON TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES.
 EH1052
 EH1052                          STATION RECOVERY (2003)
 EH1052
 EH1052'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1272 ***********************************************************************
 FF1272  DESIGNATION -  C 178
 FF1272  PID         -  FF1272
 FF1272  STATE/COUNTY-  AR/WOODRUFF
 FF1272  USGS QUAD   -  FAIR OAKS (1971)
 FF1272
 FF1272                         *CURRENT SURVEY CONTROL
 FF1272  ___________________________________________________________________
 FF1272* NAD 83(1986)-  35 10 26.     (N)    091 03 38.     (W)     SCALED    
 FF1272* NAVD 88     -        65.402  (meters)     214.57   (feet)  ADJUSTED  
 FF1272  ___________________________________________________________________
 FF1272  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 FF1272  DYNAMIC HT  -          65.343 (meters)     214.38  (feet)  COMP
 FF1272  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FF1272
 FF1272  VERT ORDER  -  FIRST     CLASS II
 FF1272
 FF1272.The horizontal coordinates were scaled from a topographic map and have
 FF1272.an estimated accuracy of +/- 6 seconds.
 FF1272
 FF1272.The orthometric height was determined by differential leveling
 FF1272.and adjusted by the National Geodetic Survey in June 1991..
 FF1272
 FF1272.The geoid height was determined by GEOID03.
 FF1272
 FF1272.The dynamic height is computed by dividing the NAVD 88
 FF1272.geopotential number by the normal gravity value computed on the
 FF1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1272.degrees latitude (g = 980.6199 gals.).
 FF1272
 FF1272.The modeled gravity was interpolated from observed gravity values.
 FF1272
 FF1272;                    North         East    Units  Estimated Accuracy
 FF1272;SPC AR N     -    93,660.      485,570.      MT  (+/- 180 meters Scaled)
 FF1272
 FF1272                          SUPERSEDED SURVEY CONTROL
 FF1272
 FF1272  NGVD 29 (??/??/??)   65.373  (m)          214.48   (f) ADJUSTED    1 2
 FF1272
 FF1272.Superseded values are not recommended for survey control.
 FF1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1272.See file dsdata.txt to determine how the superseded data were derived.
 FF1272
 FF1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU766940(NAD 83)
 FF1272_MARKER: DB = BENCH MARK DISK
 FF1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1272_STAMPING: C 178 1956
 FF1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1272+STABILITY: SURFACE MOTION
 FF1272
 FF1272  HISTORY     - Date     Condition        Report By
 FF1272  HISTORY     - 1956     MONUMENTED       CGS
 FF1272  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1272
 FF1272                          STATION DESCRIPTION
 FF1272
 FF1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1272'3.9 MI NE FROM HILLEMANN.
 FF1272'3.9 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1272'THE STATION AT HILLEMANN, ABOUT 1.35 MILES SOUTHWEST OF ROAD
 FF1272'CROSSING AT PENROSE, ABOUT 0.3 MILE NORTHEAST OF MILE POLE 178,
 FF1272'84 1/2 FEET SOUTHEAST AND ACROSS A PRIVATE ROAD PARALLELING THE
 FF1272'TRACK FROM THE SOUTHEAST RAIL, 19 FEET SOUTHEAST OF CENTER LINE
 FF1272'OF PRIVATE ROAD PARALLEL TO TRACK, 70 FEET NORTH-NORTHEAST FROM
 FF1272'CENTER OF A GATE ACROSS PRIVATE ROAD AND AT A POINT WHERE THE
 FF1272'PRIVATE ROAD TURNS EAST AWAY FROM TRACK, 19 FEET NORTH OF CENTER
 FF1272'LINE OF A DRIVE LEADING EAST TO A HOUSE, 4 1/2 FEET NORTH OF A
 FF1272'FENCE CORNER, 2 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A
 FF1272'WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK
 FF1272'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF1272
 FF1272                          STATION RECOVERY (2003)
 FF1272
 FF1272'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0111 ***********************************************************************
 FF0111  DESIGNATION -  C 179
 FF0111  PID         -  FF0111
 FF0111  STATE/COUNTY-  AR/POINSETT
 FF0111  USGS QUAD   -  TYRONZA (1974)
 FF0111
 FF0111                         *CURRENT SURVEY CONTROL
 FF0111  ___________________________________________________________________
 FF0111* NAD 83(1986)-  35 28 31.     (N)    090 19 58.     (W)     SCALED    
 FF0111* NAVD 88     -        66.709  (meters)     218.86   (feet)  ADJUSTED  
 FF0111  ___________________________________________________________________
 FF0111  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FF0111  DYNAMIC HT  -          66.650 (meters)     218.67  (feet)  COMP
 FF0111  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 FF0111
 FF0111  VERT ORDER  -  FIRST     CLASS II
 FF0111
 FF0111.The horizontal coordinates were scaled from a topographic map and have
 FF0111.an estimated accuracy of +/- 6 seconds.
 FF0111
 FF0111.The orthometric height was determined by differential leveling
 FF0111.and adjusted by the National Geodetic Survey in June 1991..
 FF0111
 FF0111.The geoid height was determined by GEOID03.
 FF0111
 FF0111.The dynamic height is computed by dividing the NAVD 88
 FF0111.geopotential number by the normal gravity value computed on the
 FF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0111.degrees latitude (g = 980.6199 gals.).
 FF0111
 FF0111.The modeled gravity was interpolated from observed gravity values.
 FF0111
 FF0111;                    North         East    Units  Estimated Accuracy
 FF0111;SPC AR N     -   127,970.      551,300.      MT  (+/- 180 meters Scaled)
 FF0111
 FF0111                          SUPERSEDED SURVEY CONTROL
 FF0111
 FF0111  NGVD 29 (??/??/??)   66.649  (m)          218.66   (f) ADJUSTED    1 2
 FF0111
 FF0111.Superseded values are not recommended for survey control.
 FF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0111.See file dsdata.txt to determine how the superseded data were derived.
 FF0111
 FF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV420290(NAD 83)
 FF0111_MARKER: DB = BENCH MARK DISK
 FF0111_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0111_SP_SET: 50 FEET
 FF0111_STAMPING: C 179 1956
 FF0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0111
 FF0111  HISTORY     - Date     Condition        Report By
 FF0111  HISTORY     - 1956     MONUMENTED       CGS
 FF0111  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0111  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0111
 FF0111                          STATION DESCRIPTION
 FF0111
 FF0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0111'1.8 MI SE FROM TYRONZA.
 FF0111'1.85 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0111'FROM THE STATION AT TYRONZA, AT CROSSING OF STATE HIGHWAY 135,
 FF0111'NEAR RAILROAD MILEAGE POLE NO. 453/31, 114 1/2 FEET SOUTHWEST
 FF0111'OF SOUTHWEST RAIL, 149 FEET SOUTH OF CENTER OF CROSSING OF TRACK
 FF0111'AND HIGHWAY 135, 99 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY
 FF0111'135, 142 FEET NORTHEAST OF CENTER LINE OF U.S. HIGHWAY 63, 66
 FF0111'FEET SOUTH-SOUTHEAST OF SOUTHWEST END OF SOUTHEAST HEAD WALL OF
 FF0111'A 24-INCH PIPE CULVERT UNDER HIGHWAY 135, ON GRADE OF OLD U.S.
 FF0111'HIGHWAY 63, 2 1/2 FEET EAST-SOUTHEAST OF NORTHWEST END OF
 FF0111'REMAINING PAVEMENT OF OLD HIGHWAY, 1 FOOT NORTHEAST OF NORTHEAST
 FF0111'EDGE OF OLD PAVEMENT, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 FF0111'WITNESS POST, ABOUT 12 FEET BELOW LEVEL OF TRACK AND IS A DISK
 FF0111'SET ON TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND
 FF0111'AND SURROUNDED BY A 4-INCH TILE PROJECTING 5 INCHES.  THE ROD
 FF0111'IS DRIVEN TO A DEPTH OF 50-FEET IN GROUND.
 FF0111
 FF0111                          STATION RECOVERY (1974)
 FF0111
 FF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0111'MARK NOT FOUND.
 FF0111
 FF0111                          STATION RECOVERY (1992)
 FF0111
 FF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0111'THE DESCRIBED AREA HAS CHANGED AND THE MARK MAY BE COVERED WITH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0772 ***********************************************************************
 FF0772  DESIGNATION -  C 180
 FF0772  PID         -  FF0772
 FF0772  STATE/COUNTY-  AR/CRAIGHEAD
 FF0772  USGS QUAD   -  JONESBORO (1983)
 FF0772
 FF0772                         *CURRENT SURVEY CONTROL
 FF0772  ___________________________________________________________________
 FF0772* NAD 83(1986)-  35 47 18.     (N)    090 39 53.     (W)     SCALED    
 FF0772* NAVD 88     -        76.729  (meters)     251.74   (feet)  ADJUSTED  
 FF0772  ___________________________________________________________________
 FF0772  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF0772  DYNAMIC HT  -          76.663 (meters)     251.52  (feet)  COMP
 FF0772  MODELED GRAV-     979,778.0   (mgal)                       NAVD 88
 FF0772
 FF0772  VERT ORDER  -  FIRST     CLASS II
 FF0772
 FF0772.The horizontal coordinates were scaled from a topographic map and have
 FF0772.an estimated accuracy of +/- 6 seconds.
 FF0772
 FF0772.The orthometric height was determined by differential leveling
 FF0772.and adjusted by the National Geodetic Survey in June 1991..
 FF0772
 FF0772.The geoid height was determined by GEOID03.
 FF0772
 FF0772.The dynamic height is computed by dividing the NAVD 88
 FF0772.geopotential number by the normal gravity value computed on the
 FF0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0772.degrees latitude (g = 980.6199 gals.).
 FF0772
 FF0772.The modeled gravity was interpolated from observed gravity values.
 FF0772
 FF0772;                    North         East    Units  Estimated Accuracy
 FF0772;SPC AR N     -   162,240.      520,700.      MT  (+/- 180 meters Scaled)
 FF0772
 FF0772                          SUPERSEDED SURVEY CONTROL
 FF0772
 FF0772  NGVD 29 (??/??/??)   76.646  (m)          251.46   (f) ADJUSTED    1 2
 FF0772
 FF0772.Superseded values are not recommended for survey control.
 FF0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0772.See file dsdata.txt to determine how the superseded data were derived.
 FF0772
 FF0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV110629(NAD 83)
 FF0772_MARKER: DB = BENCH MARK DISK
 FF0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0772_STAMPING: C 180 1956
 FF0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0772+STABILITY: SURFACE MOTION
 FF0772
 FF0772  HISTORY     - Date     Condition        Report By
 FF0772  HISTORY     - 1956     MONUMENTED       CGS
 FF0772
 FF0772                          STATION DESCRIPTION
 FF0772
 FF0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0772'2.2 MI SW FROM NETTLETON.
 FF0772'2.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0772'THE STATION AT NETTLETON, ACROSS TRACK FROM A POINT BETWEEN
 FF0772'TELEPHONE POLES NO. 240/10 AND 240/11, 46 FEET WEST OF WEST RAIL
 FF0772'OF MAIN TRACK, 326 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER
 FF0772'OF TRESTLE NO. 240.3, 191 FEET NORTH OF SIGN POST FALLIS, 51
 FF0772'FEET NORTH OF TELEPHONE POLE NO. 90, 2 FEET EAST OF A FENCE
 FF0772'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4
 FF0772'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0772'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0664 ***********************************************************************
 FF0664  DESIGNATION -  C 181
 FF0664  PID         -  FF0664
 FF0664  STATE/COUNTY-  AR/POINSETT
 FF0664  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0664
 FF0664                         *CURRENT SURVEY CONTROL
 FF0664  ___________________________________________________________________
 FF0664* NAD 83(1986)-  35 28 50.     (N)    090 58 37.     (W)     SCALED    
 FF0664* NAVD 88     -        70.979  (meters)     232.87   (feet)  ADJUSTED  
 FF0664  ___________________________________________________________________
 FF0664  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF0664  DYNAMIC HT  -          70.917 (meters)     232.67  (feet)  COMP
 FF0664  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 FF0664
 FF0664  VERT ORDER  -  FIRST     CLASS II
 FF0664
 FF0664.The horizontal coordinates were scaled from a topographic map and have
 FF0664.an estimated accuracy of +/- 6 seconds.
 FF0664
 FF0664.The orthometric height was determined by differential leveling
 FF0664.and adjusted by the National Geodetic Survey in June 1991..
 FF0664
 FF0664.The geoid height was determined by GEOID03.
 FF0664
 FF0664.The dynamic height is computed by dividing the NAVD 88
 FF0664.geopotential number by the normal gravity value computed on the
 FF0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0664.degrees latitude (g = 980.6199 gals.).
 FF0664
 FF0664.The modeled gravity was interpolated from observed gravity values.
 FF0664
 FF0664;                    North         East    Units  Estimated Accuracy
 FF0664;SPC AR N     -   127,760.      492,840.      MT  (+/- 180 meters Scaled)
 FF0664
 FF0664                          SUPERSEDED SURVEY CONTROL
 FF0664
 FF0664  NGVD 29 (??/??/??)   70.928  (m)          232.70   (f) ADJUSTED    1 2
 FF0664
 FF0664.Superseded values are not recommended for survey control.
 FF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0664.See file dsdata.txt to determine how the superseded data were derived.
 FF0664
 FF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV835282(NAD 83)
 FF0664_MARKER: DB = BENCH MARK DISK
 FF0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0664_SP_SET: CULVERT
 FF0664_STAMPING: C 181 1956
 FF0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0664+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 FF0664
 FF0664  HISTORY     - Date     Condition        Report By
 FF0664  HISTORY     - 1956     MONUMENTED       CGS
 FF0664  HISTORY     - 1969     GOOD             CGS
 FF0664  HISTORY     - 20030506 GOOD             USACE
 FF0664
 FF0664                          STATION DESCRIPTION
 FF0664
 FF0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FF0664'0.8 MI N FROM FISHER.
 FF0664'THE MARK IS ABOUT 0.8 OF A MILE SOUTH ALONG THE ST. LOUIS
 FF0664'SOUTHWESTERN RAILROAD FROM THE OLD STATION AT FISHER, ABOUT 480
 FF0664'FEET NORTH OF BLOCK SIGNAL NO. 1561, 60 FEET WEST OF THE
 FF0664'APPROXIMATE CENTER OF STATE ROUTE 39, 47 FEET NORTH OF TELEPHONE
 FF0664'MILE POLE NO. 156, 27.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 FF0664'TRACK, AND 1.2 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT
 FF0664'IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE
 FF0664'TOP OF THE SOUTH END OF THE EAST HEADWALL OF AN 8-FOOT, PATITIONED,
 FF0664'CONCRETE CULVERT UNDER THE RAILROAD TRACK AND THE DISK IS STAMPED
 FF0664'C 181 1956.
 FF0664
 FF0664                          STATION RECOVERY (2003)
 FF0664
 FF0664'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0664'MARK IS 0.8 MILES SOUTH OF FISHER, NOT NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0700 ***********************************************************************
 FF0700  DESIGNATION -  C 182
 FF0700  PID         -  FF0700
 FF0700  STATE/COUNTY-  AR/CROSS
 FF0700  USGS QUAD   -  VANNDALE (1984)
 FF0700
 FF0700                         *CURRENT SURVEY CONTROL
 FF0700  ___________________________________________________________________
 FF0700* NAD 83(1986)-  35 17 05.     (N)    090 46 43.     (W)     SCALED    
 FF0700* NAVD 88     -        87.288  (meters)     286.38   (feet)  ADJUSTED  
 FF0700  ___________________________________________________________________
 FF0700  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF0700  DYNAMIC HT  -          87.210 (meters)     286.12  (feet)  COMP
 FF0700  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 FF0700
 FF0700  VERT ORDER  -  FIRST     CLASS II
 FF0700
 FF0700.The horizontal coordinates were scaled from a topographic map and have
 FF0700.an estimated accuracy of +/- 6 seconds.
 FF0700
 FF0700.The orthometric height was determined by differential leveling
 FF0700.and adjusted by the National Geodetic Survey in June 1991..
 FF0700
 FF0700.The geoid height was determined by GEOID03.
 FF0700
 FF0700.The dynamic height is computed by dividing the NAVD 88
 FF0700.geopotential number by the normal gravity value computed on the
 FF0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0700.degrees latitude (g = 980.6199 gals.).
 FF0700
 FF0700.The modeled gravity was interpolated from observed gravity values.
 FF0700
 FF0700;                    North         East    Units  Estimated Accuracy
 FF0700;SPC AR N     -   106,240.      511,100.      MT  (+/- 180 meters Scaled)
 FF0700
 FF0700                          SUPERSEDED SURVEY CONTROL
 FF0700
 FF0700  NGVD 29 (??/??/??)   87.252  (m)          286.26   (f) ADJUSTED    1 2
 FF0700
 FF0700.Superseded values are not recommended for survey control.
 FF0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0700.See file dsdata.txt to determine how the superseded data were derived.
 FF0700
 FF0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV020068(NAD 83)
 FF0700_MARKER: DB = BENCH MARK DISK
 FF0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0700_STAMPING: C 182 1956
 FF0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0700+STABILITY: SURFACE MOTION
 FF0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0700+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 FF0700
 FF0700  HISTORY     - Date     Condition        Report By
 FF0700  HISTORY     - 1956     MONUMENTED       CGS
 FF0700  HISTORY     - 20030505 GOOD             USACE
 FF0700
 FF0700                          STATION DESCRIPTION
 FF0700
 FF0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0700'2 MI S FROM VANNDALE.
 FF0700'ABOUT 2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0700'THE ROAD CROSSING AT VANNDALE, AT A PRIVATE FIELD ROAD CROSSING,
 FF0700'45 FEET WEST OF WEST RAIL, 95 FEET WEST-SOUTHWEST AND ACROSS
 FF0700'TRACK FROM TELEPHONE POLE 276/04, 63 FEET SOUTHWEST OF CENTER
 FF0700'OF CROSSING, 1 FOOT EAST OF A FENCE LINE, 29 FEET SOUTH OF
 FF0700'CENTER OF A GATE IN FENCE LINE, 57 FEET SOUTH-SOUTHWEST AND
 FF0700'ACROSS ROAD FROM TELEPHONE POLE NO. 1400, 2 FEET SOUTH OF A WHITE
 FF0700'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET
 FF0700'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0700
 FF0700                          STATION RECOVERY (2003)
 FF0700
 FF0700'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0700'THE MARK IS 20.5 FEET NORTH OF CARSONITE WITNESS POST AND POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0903 ***********************************************************************
 FF0903  DESIGNATION -  C 183
 FF0903  PID         -  FF0903
 FF0903  STATE/COUNTY-  AR/POINSETT
 FF0903  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0903
 FF0903                         *CURRENT SURVEY CONTROL
 FF0903  ___________________________________________________________________
 FF0903* NAD 83(1986)-  35 33 53.     (N)    090 49 15.     (W)     SCALED    
 FF0903* NAVD 88     -        74.084  (meters)     243.06   (feet)  ADJUSTED  
 FF0903  ___________________________________________________________________
 FF0903  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF0903  DYNAMIC HT  -          74.019 (meters)     242.84  (feet)  COMP
 FF0903  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FF0903
 FF0903  VERT ORDER  -  FIRST     CLASS II
 FF0903
 FF0903.The horizontal coordinates were scaled from a topographic map and have
 FF0903.an estimated accuracy of +/- 6 seconds.
 FF0903
 FF0903.The orthometric height was determined by differential leveling
 FF0903.and adjusted by the National Geodetic Survey in June 1991..
 FF0903
 FF0903.The geoid height was determined by GEOID03.
 FF0903
 FF0903.The dynamic height is computed by dividing the NAVD 88
 FF0903.geopotential number by the normal gravity value computed on the
 FF0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0903.degrees latitude (g = 980.6199 gals.).
 FF0903
 FF0903.The modeled gravity was interpolated from observed gravity values.
 FF0903
 FF0903;                    North         East    Units  Estimated Accuracy
 FF0903;SPC AR N     -   137,250.      506,890.      MT  (+/- 180 meters Scaled)
 FF0903
 FF0903                          SUPERSEDED SURVEY CONTROL
 FF0903
 FF0903  NGVD 29 (??/??/??)   74.028  (m)          242.87   (f) ADJUSTED    1 2
 FF0903
 FF0903.Superseded values are not recommended for survey control.
 FF0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0903.See file dsdata.txt to determine how the superseded data were derived.
 FF0903
 FF0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV974378(NAD 83)
 FF0903_MARKER: DB = BENCH MARK DISK
 FF0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0903_SP_SET: CULVERT
 FF0903_STAMPING: C 183 1956
 FF0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0903+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FF0903
 FF0903  HISTORY     - Date     Condition        Report By
 FF0903  HISTORY     - 1956     MONUMENTED       CGS
 FF0903  HISTORY     - 20020808 GOOD             USACE
 FF0903
 FF0903                          STATION DESCRIPTION
 FF0903
 FF0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0903'5.5 MI W FROM HARRISBURG.
 FF0903'5.5 MILES WEST ALONG STATE HIGHWAY 14 FROM THE FIRST BAPTIST
 FF0903'CHURCH AT HARRISBURG, ABOUT 1.55 MILES WEST OF BRIDGE OVER
 FF0903'L ANGUILLE RIVER, ABOUT 6.1 MILES EAST ALONG STATE HIGHWAY 14 FROM
 FF0903'INTERSECTION OF HIGHWAY 39 AT WELDENBURG, IN THE TOP OF WEST
 FF0903'END OF NORTH HEAD WALL OF A 12-FOOT CONCRETE CULVERT WITH
 FF0903'PARTITION, 18 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT
 FF0903'LEVEL WITH HIGHWAY.
 FF0903
 FF0903                          STATION RECOVERY (2002)
 FF0903
 FF0903'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0903'THE STATION IS 1 FT E. OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0104 ***********************************************************************
 FF0104  DESIGNATION -  C 184
 FF0104  PID         -  FF0104
 FF0104  STATE/COUNTY-  AR/CRAIGHEAD
 FF0104  USGS QUAD   -  LAKE CITY (1983)
 FF0104
 FF0104                         *CURRENT SURVEY CONTROL
 FF0104  ___________________________________________________________________
 FF0104* NAD 83(1986)-  35 49 06.     (N)    090 28 24.     (W)     SCALED    
 FF0104* NAVD 88     -        69.496  (meters)     228.00   (feet)  POSTED    
 FF0104  ___________________________________________________________________
 FF0104  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FF0104  DYNAMIC HT  -          69.440 (meters)     227.82  (feet)  COMP
 FF0104  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 FF0104
 FF0104  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0104
 FF0104.The horizontal coordinates were scaled from a topographic map and have
 FF0104.an estimated accuracy of +/- 6 seconds.
 FF0104
 FF0104.The orthometric height was determined by differential leveling
 FF0104.and adjusted by the National Geodetic Survey in 1992..
 FF0104.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0104.rate of 1.1 thru 2.0 mm/km.
 FF0104
 FF0104.The geoid height was determined by GEOID03.
 FF0104
 FF0104.The dynamic height is computed by dividing the NAVD 88
 FF0104.geopotential number by the normal gravity value computed on the
 FF0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0104.degrees latitude (g = 980.6199 gals.).
 FF0104
 FF0104.The modeled gravity was interpolated from observed gravity values.
 FF0104
 FF0104;                    North         East    Units  Estimated Accuracy
 FF0104;SPC AR N     -   165,820.      537,950.      MT  (+/- 180 meters Scaled)
 FF0104
 FF0104                          SUPERSEDED SURVEY CONTROL
 FF0104
 FF0104  NGVD 29 (??/??/??)   69.438  (m)          227.81   (f) ADJUSTED    1 2
 FF0104
 FF0104.Superseded values are not recommended for survey control.
 FF0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0104.See file dsdata.txt to determine how the superseded data were derived.
 FF0104
 FF0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV282667(NAD 83)
 FF0104_MARKER: DB = BENCH MARK DISK
 FF0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0104_STAMPING: C 184 1956
 FF0104_MARK LOGO: CGS   
 FF0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0104+STABILITY: SURFACE MOTION
 FF0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0104+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 FF0104
 FF0104  HISTORY     - Date     Condition        Report By
 FF0104  HISTORY     - 1956     MONUMENTED       CGS
 FF0104  HISTORY     - 20020531 GOOD             USACE
 FF0104  HISTORY     - 20020731 GOOD             USACE
 FF0104
 FF0104                          STATION DESCRIPTION
 FF0104
 FF0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0104'2.2 MI W FROM LAKE CITY.
 FF0104'ABOUT 2.25 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0104'FROM THE WATER TOWER AT LAKE CITY, ABOUT 1.0 MILE EAST OF
 FF0104'NORTH-SOUTH GRAVEL ROAD CROSSING AT BOWMAN, ABOUT 0.5 MILE EAST
 FF0104'OF A NORTH-SOUTH BLACK TOP ROAD CROSSING, AT A NORTH-SOUTH DIRT
 FF0104'ROAD CROSSING, 65 FEET SOUTH OF SOUTH RAIL, 18 FEET EAST OF
 FF0104'CENTER LINE OF DIRT ROAD SOUTH, 112 FEET SOUTH-SOUTHEAST AND
 FF0104'ACROSS TRACK AND ROAD FROM TELEPHONE POLE NO. 1502, 24 FEET SOUTH
 FF0104'OF CENTER LINE OF A ROAD EAST PARALLEL TO TRACK, 3 FEET
 FF0104'EAST-NORTHEAST OF POWER POLE NO. 6-3 WITH LINES EXTENDING
 FF0104'NORTH-SOUTH AND EAST-WEST, 2 FEET NORTH-NORTHEAST OF A FENCE
 FF0104'CORNER, 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 FF0104'A CONCRETE POST PROJECTING 3 INCHES.
 FF0104
 FF0104                          STATION RECOVERY (2002)
 FF0104
 FF0104'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0104'THE STATION IS LOCATED 2.2 W OF LAKE CITY.  TO REACH THE STATION FROM
 FF0104'THE INTERSECTION OF HIGHWAY 18 AND 135, 1.7 MI (2.7 KM) W OF LAKE
 FF0104'CITY, GO W ALONG HIGHWAY 18 FOR 0.5 MI (0.8 KM) TO GRAVEL ROAD, CR NO
 FF0104'800, ON LEFT, TURN LEFT, GO SOUTH FOR 0.25 TO MARK ON LEFT. THE
 FF0104'STATION IS 66 FT (20.1 M) SOUTH OF OLD RR GRADE, 19 FT (5.8 M) E OF
 FF0104'CENTERLINE OF FIELD ROAD, 3 FT (0.9 M) ENE OF PP, 4.6 FT (1.4 M) WNW
 FF0104'OF PHONE CABLE BOX, 23 FT (7.0 M) S OF ROAD LEADING TO FARM CENTER.
 FF0104
 FF0104                          STATION RECOVERY (2002)
 FF0104
 FF0104'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0104'RAILROAD NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0045 ***********************************************************************
 FF0045  DESIGNATION -  C 185
 FF0045  PID         -  FF0045
 FF0045  STATE/COUNTY-  AR/MISSISSIPPI
 FF0045  USGS QUAD   -  DELL (1983)
 FF0045
 FF0045                         *CURRENT SURVEY CONTROL
 FF0045  ___________________________________________________________________
 FF0045* NAD 83(1986)-  35 50 49.     (N)    090 07 20.     (W)     SCALED    
 FF0045* NAVD 88     -        76.278  (meters)     250.26   (feet)  ADJUSTED  
 FF0045  ___________________________________________________________________
 FF0045  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FF0045  DYNAMIC HT  -          76.214 (meters)     250.05  (feet)  COMP
 FF0045  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 FF0045
 FF0045  VERT ORDER  -  FIRST     CLASS II
 FF0045
 FF0045.The horizontal coordinates were scaled from a topographic map and have
 FF0045.an estimated accuracy of +/- 6 seconds.
 FF0045
 FF0045.The orthometric height was determined by differential leveling
 FF0045.and adjusted by the National Geodetic Survey in June 1991..
 FF0045
 FF0045.The geoid height was determined by GEOID03.
 FF0045
 FF0045.The dynamic height is computed by dividing the NAVD 88
 FF0045.geopotential number by the normal gravity value computed on the
 FF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0045.degrees latitude (g = 980.6199 gals.).
 FF0045
 FF0045.The modeled gravity was interpolated from observed gravity values.
 FF0045
 FF0045;                    North         East    Units  Estimated Accuracy
 FF0045;SPC AR N     -   169,540.      569,620.      MT  (+/- 180 meters Scaled)
 FF0045
 FF0045                          SUPERSEDED SURVEY CONTROL
 FF0045
 FF0045  NGVD 29 (??/??/??)   76.260  (m)          250.20   (f) ADJUSTED    1 2
 FF0045
 FF0045.Superseded values are not recommended for survey control.
 FF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0045.See file dsdata.txt to determine how the superseded data were derived.
 FF0045
 FF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV599707(NAD 83)
 FF0045_MARKER: DB = BENCH MARK DISK
 FF0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0045_SP_SET: BRIDGE ABUTMENT
 FF0045_STAMPING: C 185 1956
 FF0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0045
 FF0045  HISTORY     - Date     Condition        Report By
 FF0045  HISTORY     - 1956     MONUMENTED       CGS
 FF0045  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FF0045  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FF0045  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FF0045
 FF0045                          STATION DESCRIPTION
 FF0045
 FF0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0045'3.5 MI SE FROM MANILA.
 FF0045'ABOUT 3.5 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0045'RAILWAY FROM THE CITY WATER TOWER AT MANILA, ABOUT 60 YARDS
 FF0045'SOUTHWEST OF TRACK, ALONG STATE HIGHWAY 18, IN THE TOP OF THE
 FF0045'SOUTHEAST CONCRETE ABUTMENT OF HIGHWAY BRIDGE OVER A LARGE
 FF0045'DRAINAGE DITCH (PLAQUE ON BRIDGE - BIG LAKE RELIEF), 14 FEET
 FF0045'SOUTHWEST OF CENTER LINE OF HIGHWAY, 1/2 FOOT NORTHEAST OF
 FF0045'NORTHEAST FACE OF CONCRETE BANISTER AND 3/4 FOOT ABOVE LEVEL OF
 FF0045'BRIDGE FLOOR.
 FF0045
 FF0045                          STATION RECOVERY (1987)
 FF0045
 FF0045'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0045'MARK NOT FOUND.
 FF0045
 FF0045                          STATION RECOVERY (1988)
 FF0045
 FF0045'RECOVERY NOTE BY US POWER SQUADRON 1988 (CW)
 FF0045'MARK NOT FOUND.
 FF0045
 FF0045                          STATION RECOVERY (1989)
 FF0045
 FF0045'RECOVERY NOTE BY US POWER SQUADRON 1989 (CW)
 FF0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0856 ***********************************************************************
 FF0856  DESIGNATION -  C 186
 FF0856  PID         -  FF0856
 FF0856  STATE/COUNTY-  AR/CRAIGHEAD
 FF0856  USGS QUAD   -  HERMAN (1980)
 FF0856
 FF0856                         *CURRENT SURVEY CONTROL
 FF0856  ___________________________________________________________________
 FF0856* NAD 83(1986)-  35 45 20.     (N)    090 49 33.     (W)     SCALED    
 FF0856* NAVD 88     -        75.252  (meters)     246.89   (feet)  ADJUSTED  
 FF0856  ___________________________________________________________________
 FF0856  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FF0856  DYNAMIC HT  -          75.187 (meters)     246.68  (feet)  COMP
 FF0856  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 FF0856
 FF0856  VERT ORDER  -  FIRST     CLASS II
 FF0856
 FF0856.The horizontal coordinates were scaled from a topographic map and have
 FF0856.an estimated accuracy of +/- 6 seconds.
 FF0856
 FF0856.The orthometric height was determined by differential leveling
 FF0856.and adjusted by the National Geodetic Survey in June 1991..
 FF0856
 FF0856.The geoid height was determined by GEOID03.
 FF0856
 FF0856.The dynamic height is computed by dividing the NAVD 88
 FF0856.geopotential number by the normal gravity value computed on the
 FF0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0856.degrees latitude (g = 980.6199 gals.).
 FF0856
 FF0856.The modeled gravity was interpolated from observed gravity values.
 FF0856
 FF0856;                    North         East    Units  Estimated Accuracy
 FF0856;SPC AR N     -   158,420.      506,180.      MT  (+/- 180 meters Scaled)
 FF0856
 FF0856                          SUPERSEDED SURVEY CONTROL
 FF0856
 FF0856  NGVD 29 (??/??/??)   75.177  (m)          246.64   (f) ADJUSTED    1 2
 FF0856
 FF0856.Superseded values are not recommended for survey control.
 FF0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0856.See file dsdata.txt to determine how the superseded data were derived.
 FF0856
 FF0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV965590(NAD 83)
 FF0856_MARKER: DB = BENCH MARK DISK
 FF0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0856_STAMPING: C 186 1956
 FF0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0856+STABILITY: SURFACE MOTION
 FF0856
 FF0856  HISTORY     - Date     Condition        Report By
 FF0856  HISTORY     - 1956     MONUMENTED       CGS
 FF0856  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0856
 FF0856                          STATION DESCRIPTION
 FF0856
 FF0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0856'1.6 MI S FROM GIBSON.
 FF0856'1.55 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0856'THE ROAD CROSSING AT GIBSON, ABOUT 0.15 MILE SOUTH OF MILE POLE
 FF0856'135, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES NO. 135/04
 FF0856'AND 135/05, 48 FEET WEST OF WEST RAIL, 76 FEET SOUTHWEST OF CENTER
 FF0856'OF AN EAST-WEST ROAD CROSSING, 38 FEET SOUTH OF CENTER LINE OF
 FF0856'ROAD, 29 1/2 FEET SOUTH-SOUTHWEST OF SOUTH END OF A 24-INCH
 FF0856'CONCRETE PIPE CULVERT UNDER ROAD, 2 FEET SOUTH OF A WHITE WOODEN
 FF0856'WITNESS POST, ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 FF0856'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0856
 FF0856                          STATION RECOVERY (2002)
 FF0856
 FF0856'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0043 ***********************************************************************
 FF0043  DESIGNATION -  C 187
 FF0043  PID         -  FF0043
 FF0043  STATE/COUNTY-  AR/MISSISSIPPI
 FF0043  USGS QUAD   -  DELL (1983)
 FF0043
 FF0043                         *CURRENT SURVEY CONTROL
 FF0043  ___________________________________________________________________
 FF0043* NAD 83(1986)-  35 50 35.     (N)    090 07 11.     (W)     SCALED    
 FF0043* NAVD 88     -        72.244  (meters)     237.02   (feet)  ADJUSTED  
 FF0043  ___________________________________________________________________
 FF0043  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF0043  DYNAMIC HT  -          72.183 (meters)     236.82  (feet)  COMP
 FF0043  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 FF0043
 FF0043  VERT ORDER  -  FIRST     CLASS II
 FF0043
 FF0043.The horizontal coordinates were scaled from a topographic map and have
 FF0043.an estimated accuracy of +/- 6 seconds.
 FF0043
 FF0043.The orthometric height was determined by differential leveling
 FF0043.and adjusted by the National Geodetic Survey in June 1991..
 FF0043
 FF0043.The geoid height was determined by GEOID03.
 FF0043
 FF0043.The dynamic height is computed by dividing the NAVD 88
 FF0043.geopotential number by the normal gravity value computed on the
 FF0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0043.degrees latitude (g = 980.6199 gals.).
 FF0043
 FF0043.The modeled gravity was interpolated from observed gravity values.
 FF0043
 FF0043;                    North         East    Units  Estimated Accuracy
 FF0043;SPC AR N     -   169,110.      569,850.      MT  (+/- 180 meters Scaled)
 FF0043
 FF0043                          SUPERSEDED SURVEY CONTROL
 FF0043
 FF0043  NGVD 29 (??/??/??)   72.226  (m)          236.96   (f) ADJUSTED    1 2
 FF0043
 FF0043.Superseded values are not recommended for survey control.
 FF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0043.See file dsdata.txt to determine how the superseded data were derived.
 FF0043
 FF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV601703(NAD 83)
 FF0043_MARKER: DB = BENCH MARK DISK
 FF0043_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0043_SP_SET: 48 FEET
 FF0043_STAMPING: C 187 1956
 FF0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0043
 FF0043  HISTORY     - Date     Condition        Report By
 FF0043  HISTORY     - 1956     MONUMENTED       CGS
 FF0043  HISTORY     - 1989     POOR             USPSQD
 FF0043  HISTORY     - 20020720 MARK NOT FOUND   USACE
 FF0043
 FF0043                          STATION DESCRIPTION
 FF0043
 FF0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0043'3.8 MI SE FROM MANILA.
 FF0043'ABOUT 3.8 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0043'RAILWAY FROM THE CITY WATER TOWER AT MANILA, ABOUT 0.3 MILE
 FF0043'SOUTHEAST OF STATE HIGHWAY 18 BRIDGE OVER A LARGE DRAINAGE DITCH
 FF0043'(BIG LAKE RELIEF), ABOUT 0.15 MILE SOUTHEAST OF CROSSING OF
 FF0043'HIGHWAY AND LITTLE RIVER LEVEE, 138 FEET SOUTH AND ACROSS HIGHWAY
 FF0043'18 FROM SOUTH RAIL, 52 FEET SOUTH OF CENTER LINE OF HIGHWAY, 183
 FF0043'FEET EAST-NORTHEAST OF NORTHEAST CORNER OF MRS. W.A. WHISTLE
 FF0043'RESIDENCE, 121 1/2 FEET EAST OF SOUTHEAST CORNER OF A SQUARE
 FF0043'CONCRETE CATCH BASIN, 28 1/2 FEET WEST OF CENTER LINE OF A DRIVE
 FF0043'SOUTH, 8 1/2 FEET WEST-SOUTHWEST OF A 36-INCH MAPLE TREE, 4 1/2
 FF0043'FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, 2 1/2
 FF0043'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 FF0043'LEVEL OF HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL
 FF0043'ROD PROJECTING 1 INCH AND PROTECTED BY A 4-INCH TILE WHICH
 FF0043'PROJECTS 4 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 48 FEET.
 FF0043
 FF0043                          STATION RECOVERY (1989)
 FF0043
 FF0043'RECOVERY NOTE BY US POWER SQUADRON 1989 (CW)
 FF0043'MARK RECOVERED IN POOR CONDITION.
 FF0043
 FF0043                          STATION RECOVERY (2002)
 FF0043
 FF0043'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0082 ***********************************************************************
 GE0082  DESIGNATION -  C 188
 GE0082  PID         -  GE0082
 GE0082  STATE/COUNTY-  AR/CLAY
 GE0082  USGS QUAD   -  RECTOR (1984)
 GE0082
 GE0082                         *CURRENT SURVEY CONTROL
 GE0082  ___________________________________________________________________
 GE0082* NAD 83(1986)-  36 17 45.     (N)    090 15 21.     (W)     SCALED    
 GE0082* NAVD 88     -        84.229  (meters)     276.34   (feet)  ADJUSTED  
 GE0082  ___________________________________________________________________
 GE0082  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE0082  DYNAMIC HT  -          84.160 (meters)     276.11  (feet)  COMP
 GE0082  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 GE0082
 GE0082  VERT ORDER  -  FIRST     CLASS II
 GE0082
 GE0082.The horizontal coordinates were scaled from a topographic map and have
 GE0082.an estimated accuracy of +/- 6 seconds.
 GE0082
 GE0082.The orthometric height was determined by differential leveling
 GE0082.and adjusted by the National Geodetic Survey in June 1991..
 GE0082
 GE0082.The geoid height was determined by GEOID03.
 GE0082
 GE0082.The dynamic height is computed by dividing the NAVD 88
 GE0082.geopotential number by the normal gravity value computed on the
 GE0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0082.degrees latitude (g = 980.6199 gals.).
 GE0082
 GE0082.The modeled gravity was interpolated from observed gravity values.
 GE0082
 GE0082;                    North         East    Units  Estimated Accuracy
 GE0082;SPC AR N     -   219,120.      556,670.      MT  (+/- 180 meters Scaled)
 GE0082
 GE0082                          SUPERSEDED SURVEY CONTROL
 GE0082
 GE0082  NGVD 29 (??/??/92)   84.221  (m)          276.32   (f) ADJ UNCH    1 2
 GE0082
 GE0082.Superseded values are not recommended for survey control.
 GE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0082.See file dsdata.txt to determine how the superseded data were derived.
 GE0082
 GE0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA464202(NAD 83)
 GE0082_MARKER: DB = BENCH MARK DISK
 GE0082_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0082_SP_SET: 48 FEET
 GE0082_STAMPING: C 188 1956
 GE0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0082
 GE0082  HISTORY     - Date     Condition        Report By
 GE0082  HISTORY     - 1956     MONUMENTED       CGS
 GE0082  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0082
 GE0082                          STATION DESCRIPTION
 GE0082
 GE0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0082'3 MI NE FROM RECTOR.
 GE0082'ABOUT 2.95 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0082'RAILWAY FROM THE STATION AT RECTOR, AT A ROAD CROSSING, 45 FEET
 GE0082'SOUTHEAST OF SOUTHEAST RAIL, 97 FEET SOUTH-SOUTHWEST OF TELEPHONE
 GE0082'POLE NO. 82/15, 77 FEET EAST-NORTHEAST OF CENTER OF CROSSING,
 GE0082'140 FEET NORTH-NORTHWEST AND ACROSS ROAD FROM THE NORTHWEST
 GE0082'CORNER OF A 1 1/2-STORY FRAME HOUSE, 1/2 FOOT NORTHWEST OF A
 GE0082'FENCE LINE, 66 FEET NORTHEAST OF CENTER LINE OF ROAD, 2 FEET
 GE0082'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL
 GE0082'OF TRACK AND SET ON THE TOP OF A COPPER-COATED STEEL ROD ABOUT
 GE0082'FLUSH WITH GROUND AND PROTECTED BY A 4-INCH TILE PROJECTING 2
 GE0082'INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 48-FEET IN GROUND.
 GE0082
 GE0082                          STATION RECOVERY (1981)
 GE0082
 GE0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0054 ***********************************************************************
 FF0054  DESIGNATION -  C 189
 FF0054  PID         -  FF0054
 FF0054  STATE/COUNTY-  AR/MISSISSIPPI
 FF0054  USGS QUAD   -  MANILA NORTH (1983)
 FF0054
 FF0054                         *CURRENT SURVEY CONTROL
 FF0054  ___________________________________________________________________
 FF0054* NAD 83(1986)-  35 53 22.     (N)    090 09 18.     (W)     SCALED    
 FF0054* NAVD 88     -        73.691  (meters)     241.77   (feet)  ADJUSTED  
 FF0054  ___________________________________________________________________
 FF0054  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0054  DYNAMIC HT  -          73.628 (meters)     241.56  (feet)  COMP
 FF0054  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 FF0054
 FF0054  VERT ORDER  -  FIRST     CLASS II
 FF0054
 FF0054.This mark is at Manila Airport (MXA)
 FF0054
 FF0054.The horizontal coordinates were scaled from a topographic map and have
 FF0054.an estimated accuracy of +/- 6 seconds.
 FF0054
 FF0054.The orthometric height was determined by differential leveling
 FF0054.and adjusted by the National Geodetic Survey in June 1991..
 FF0054
 FF0054.The geoid height was determined by GEOID03.
 FF0054
 FF0054.The dynamic height is computed by dividing the NAVD 88
 FF0054.geopotential number by the normal gravity value computed on the
 FF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0054.degrees latitude (g = 980.6199 gals.).
 FF0054
 FF0054.The modeled gravity was interpolated from observed gravity values.
 FF0054
 FF0054;                    North         East    Units  Estimated Accuracy
 FF0054;SPC AR N     -   174,200.      566,570.      MT  (+/- 180 meters Scaled)
 FF0054
 FF0054                          SUPERSEDED SURVEY CONTROL
 FF0054
 FF0054  NGVD 29 (??/??/??)   73.682  (m)          241.74   (f) ADJUSTED    1 2
 FF0054
 FF0054.Superseded values are not recommended for survey control.
 FF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0054.See file dsdata.txt to determine how the superseded data were derived.
 FF0054
 FF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV568754(NAD 83)
 FF0054_MARKER: DB = BENCH MARK DISK
 FF0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0054_STAMPING: C 189 1956
 FF0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0054+STABILITY: SURFACE MOTION
 FF0054
 FF0054  HISTORY     - Date     Condition        Report By
 FF0054  HISTORY     - 1956     MONUMENTED       CGS
 FF0054  HISTORY     - 1987     GOOD             USPSQD
 FF0054  HISTORY     - 20020720 POOR             USACE
 FF0054
 FF0054                          STATION DESCRIPTION
 FF0054
 FF0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0054'1.2 MI NE FROM MANILA.
 FF0054'ABOUT 0.6 MILE NORTH ALONG MAIN STREET (STATE HIGHWAY 18) FROM
 FF0054'THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT MANILA,
 FF0054'THENCE ABOUT 0.6 MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT
 FF0054'125 YARDS NORTH ALONG A DRIVE LEADING TO MANILA MUNICIPAL
 FF0054'AIRPORT, 1 1/2 FEET EAST OF EAST FACE OF OFFICE AND HANGAR
 FF0054'BUILDING NO. 1, 1 1/2 FEET SOUTH OF WIND SOCK POLE, 26 FEET
 FF0054'WEST OF CENTER LINE OF DRIVE TO AIRPORT, 14 FEET NORTH OF
 FF0054'SOUTHEAST CORNER OF OFFICE AND HANGAR BUILDING, ABOUT LEVEL WITH
 FF0054'DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0054
 FF0054                          STATION RECOVERY (1987)
 FF0054
 FF0054'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0054'RECOVERED IN GOOD CONDITION.
 FF0054
 FF0054                          STATION RECOVERY (2002)
 FF0054
 FF0054'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0054'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0837 ***********************************************************************
 FG0837  DESIGNATION -  C 19
 FG0837  PID         -  FG0837
 FG0837  STATE/COUNTY-  AR/NEWTON
 FG0837  USGS QUAD   -  FALLSVILLE (1975)
 FG0837
 FG0837                         *CURRENT SURVEY CONTROL
 FG0837  ___________________________________________________________________
 FG0837* NAD 83(1986)-  35 49 10.     (N)    093 24 28.     (W)     SCALED    
 FG0837* NAVD 88     -       640.343  (meters)    2100.86   (feet)  ADJUSTED  
 FG0837  ___________________________________________________________________
 FG0837  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0837  DYNAMIC HT  -         639.713 (meters)    2098.79  (feet)  COMP
 FG0837  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 FG0837
 FG0837  VERT ORDER  -  SECOND    CLASS 0
 FG0837
 FG0837.The horizontal coordinates were scaled from a topographic map and have
 FG0837.an estimated accuracy of +/- 6 seconds.
 FG0837
 FG0837.The orthometric height was determined by differential leveling
 FG0837.and adjusted by the National Geodetic Survey in June 1991..
 FG0837
 FG0837.The geoid height was determined by GEOID03.
 FG0837
 FG0837.The dynamic height is computed by dividing the NAVD 88
 FG0837.geopotential number by the normal gravity value computed on the
 FG0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0837.degrees latitude (g = 980.6199 gals.).
 FG0837
 FG0837.The modeled gravity was interpolated from observed gravity values.
 FG0837
 FG0837;                    North         East    Units  Estimated Accuracy
 FG0837;SPC AR N     -   165,780.      272,790.      MT  (+/- 180 meters Scaled)
 FG0837
 FG0837                          SUPERSEDED SURVEY CONTROL
 FG0837
 FG0837  NGVD 29 (??/??/92)  640.257  (m)         2100.58   (f) ADJ UNCH    2 0
 FG0837
 FG0837.Superseded values are not recommended for survey control.
 FG0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0837.See file dsdata.txt to determine how the superseded data were derived.
 FG0837
 FG0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV631639(NAD 83)
 FG0837_MARKER: DB = BENCH MARK DISK
 FG0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0837_STAMPING: 2100.576 C 19 1932
 FG0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0837+STABILITY: SURFACE MOTION
 FG0837
 FG0837  HISTORY     - Date     Condition        Report By
 FG0837  HISTORY     - 1932     MONUMENTED       CGS
 FG0837  HISTORY     - 1935     GOOD             NGS
 FG0837  HISTORY     - 20050711 MARK NOT FOUND   GEOCAC
 FG0837
 FG0837                          STATION DESCRIPTION
 FG0837
 FG0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG0837'4.3 MI NE FROM FALLSVILLE.
 FG0837'ABOUT 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM FALLSVILLE,
 FG0837'NEWTON COUNTY, 76 FEET SOUTH OF THE SOUTH END OF SANDY GAP
 FG0837'SCHOOLHOUSE, 99 FEET SOUTH OF THE WELL, AND 49 FEET EAST OF THE CENTER
 FG0837'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2100.576 C 19 1932 AND
 FG0837'SET IN THE TOP OF A CONCRETE POST.
 FG0837
 FG0837                          STATION RECOVERY (1935)
 FG0837
 FG0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0837'RECOVERED IN GOOD CONDITION.
 FG0837
 FG0837                          STATION RECOVERY (2005)
 FG0837
 FG0837'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG0837'VEGETATION AT THE STATION LOCATION WAS QUITE HIGH.  WILL TRY AGAIN
 FG0837'ANOTHER TIME WITH METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0148 ***********************************************************************
 GE0148  DESIGNATION -  C 190
 GE0148  PID         -  GE0148
 GE0148  STATE/COUNTY-  AR/CLAY
 GE0148  USGS QUAD   -  MC DOUGAL (1984)
 GE0148
 GE0148                         *CURRENT SURVEY CONTROL
 GE0148  ___________________________________________________________________
 GE0148* NAD 83(1986)-  36 26 05.     (N)    090 26 48.     (W)     SCALED    
 GE0148* NAVD 88     -        88.234  (meters)     289.48   (feet)  ADJUSTED  
 GE0148  ___________________________________________________________________
 GE0148  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GE0148  DYNAMIC HT  -          88.162 (meters)     289.24  (feet)  COMP
 GE0148  MODELED GRAV-     979,823.6   (mgal)                       NAVD 88
 GE0148
 GE0148  VERT ORDER  -  FIRST     CLASS II
 GE0148
 GE0148.The horizontal coordinates were scaled from a topographic map and have
 GE0148.an estimated accuracy of +/- 6 seconds.
 GE0148
 GE0148.The orthometric height was determined by differential leveling
 GE0148.and adjusted by the National Geodetic Survey in June 1991..
 GE0148
 GE0148.The geoid height was determined by GEOID03.
 GE0148
 GE0148.The dynamic height is computed by dividing the NAVD 88
 GE0148.geopotential number by the normal gravity value computed on the
 GE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0148.degrees latitude (g = 980.6199 gals.).
 GE0148
 GE0148.The modeled gravity was interpolated from observed gravity values.
 GE0148
 GE0148;                    North         East    Units  Estimated Accuracy
 GE0148;SPC AR N     -   234,240.      539,280.      MT  (+/- 180 meters Scaled)
 GE0148
 GE0148                          SUPERSEDED SURVEY CONTROL
 GE0148
 GE0148  NGVD 29 (??/??/92)   88.225  (m)          289.45   (f) ADJ UNCH    1 2
 GE0148
 GE0148.Superseded values are not recommended for survey control.
 GE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0148.See file dsdata.txt to determine how the superseded data were derived.
 GE0148
 GE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA288351(NAD 83)
 GE0148_MARKER: DB = BENCH MARK DISK
 GE0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0148_STAMPING: C 190 1956
 GE0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0148+STABILITY: SURFACE MOTION
 GE0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0148+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 GE0148
 GE0148  HISTORY     - Date     Condition        Report By
 GE0148  HISTORY     - 1956     MONUMENTED       CGS
 GE0148  HISTORY     - 20020916 GOOD             USACE
 GE0148
 GE0148                          STATION DESCRIPTION
 GE0148
 GE0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0148'3.1 MI W FROM MC DOUGAL.
 GE0148'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN
 GE0148'AT MC DOUGAL, ABOUT 0.25 MILE WEST OF A ROAD SOUTH TO FRENCH
 GE0148'CHAPEL METHODIST CHURCH, 62 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 GE0148'75 FEET SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A PRIVATE
 GE0148'ROAD SOUTH TO A HOUSE, 40 FEET EAST OF CENTER LINE OF PRIVATE
 GE0148'ROAD SOUTH, 135 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND
 GE0148'TWO BRANCH LINES, 26 FEET EAST OF A FENCE CORNER, 15 FEET EAST
 GE0148'OF A HIGHWAY R/W MARKER POST, 1 1/2 FEET NORTH OF A FENCE LINE,
 GE0148'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 GE0148'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0148'4 INCHES.
 GE0148
 GE0148                          STATION RECOVERY (2002)
 GE0148
 GE0148'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0148'MARK HAS BEEN HIT BY FARM MACHINERY, BUT SHOULD HOLD ELEVATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1110 ***********************************************************************
 EJ1110  DESIGNATION -  C 192 X
 EJ1110  PID         -  EJ1110
 EJ1110  STATE/COUNTY-  AR/CLARK
 EJ1110  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1110
 EJ1110                         *CURRENT SURVEY CONTROL
 EJ1110  ___________________________________________________________________
 EJ1110* NAD 83(1986)-  34 05 05.     (N)    093 05 05.     (W)     SCALED    
 EJ1110* NAVD 88     -        56.349  (meters)     184.87   (feet)  ADJUSTED  
 EJ1110  ___________________________________________________________________
 EJ1110  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ1110  DYNAMIC HT  -          56.293 (meters)     184.69  (feet)  COMP
 EJ1110  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 EJ1110
 EJ1110  VERT ORDER  -  FIRST     CLASS II
 EJ1110
 EJ1110.The horizontal coordinates were scaled from a topographic map and have
 EJ1110.an estimated accuracy of +/- 6 seconds.
 EJ1110
 EJ1110.The orthometric height was determined by differential leveling
 EJ1110.and adjusted by the National Geodetic Survey in June 1991..
 EJ1110
 EJ1110.The geoid height was determined by GEOID03.
 EJ1110
 EJ1110.The dynamic height is computed by dividing the NAVD 88
 EJ1110.geopotential number by the normal gravity value computed on the
 EJ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1110.degrees latitude (g = 980.6199 gals.).
 EJ1110
 EJ1110.The modeled gravity was interpolated from observed gravity values.
 EJ1110
 EJ1110;                    North         East    Units  Estimated Accuracy
 EJ1110;SPC AR S     -   557,810.      299,900.      MT  (+/- 180 meters Scaled)
 EJ1110
 EJ1110                          SUPERSEDED SURVEY CONTROL
 EJ1110
 EJ1110  NGVD 29 (??/??/92)   56.37   (m)          184.9    (f) COMPUTED    1 2
 EJ1110
 EJ1110.Superseded values are not recommended for survey control.
 EJ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1110.See file dsdata.txt to determine how the superseded data were derived.
 EJ1110
 EJ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT921715(NAD 83)
 EJ1110_MARKER: DB = BENCH MARK DISK
 EJ1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1110_STAMPING: C 192 X 1959
 EJ1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1110+STABILITY: SURFACE MOTION
 EJ1110
 EJ1110  HISTORY     - Date     Condition        Report By
 EJ1110  HISTORY     - 1959     MONUMENTED       CGS
 EJ1110  HISTORY     - 1960     GOOD             NGS
 EJ1110  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 EJ1110
 EJ1110                          STATION DESCRIPTION
 EJ1110
 EJ1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1110'2.85 MI S FROM ARKADELPHIA.
 EJ1110'ABOUT 2.85 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1110'STATION AT ARKADELPHIA, 11 1/2 POLES NORTHEAST OF MILEPOST 414, AT A
 EJ1110'GRADED DIRT ROAD CROSSING, 25 FEET NORTHWEST OF THE NORTHWEST RAIL, 86
 EJ1110'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 67, 54 FEET WEST OF
 EJ1110'THE CENTER OF THE CROSSING, 23 FEET SOUTHWEST OF THE CENTER LINE OF A
 EJ1110'GRADED DIRT ROAD, 23 FEET SOUTHEAST OF A FENCE, 1 1/2 FEET SOUTHWEST
 EJ1110'OF A METAL WITNESS POST, 5 FEET BELOW THE TRACKS, AND IN THE TOP OF A
 EJ1110'CONCRETE POST PROJECTING 5 INCHES.
 EJ1110
 EJ1110                          STATION RECOVERY (1998)
 EJ1110
 EJ1110'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0421 ***********************************************************************
 DL0421  DESIGNATION -  C 193 X
 DL0421  PID         -  DL0421
 DL0421  STATE/COUNTY-  AR/OUACHITA
 DL0421  USGS QUAD   -  CHIDESTER (1973)
 DL0421
 DL0421                         *CURRENT SURVEY CONTROL
 DL0421  ___________________________________________________________________
 DL0421* NAD 83(1986)-  33 41 39.     (N)    093 01 01.     (W)     SCALED    
 DL0421* NAVD 88     -        70.505  (meters)     231.32   (feet)  ADJUSTED  
 DL0421  ___________________________________________________________________
 DL0421  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0421  DYNAMIC HT  -          70.433 (meters)     231.08  (feet)  COMP
 DL0421  MODELED GRAV-     979,609.5   (mgal)                       NAVD 88
 DL0421
 DL0421  VERT ORDER  -  FIRST     CLASS II
 DL0421
 DL0421.The horizontal coordinates were scaled from a topographic map and have
 DL0421.an estimated accuracy of +/- 6 seconds.
 DL0421
 DL0421.The orthometric height was determined by differential leveling
 DL0421.and adjusted by the National Geodetic Survey in June 1991..
 DL0421
 DL0421.The geoid height was determined by GEOID03.
 DL0421
 DL0421.The dynamic height is computed by dividing the NAVD 88
 DL0421.geopotential number by the normal gravity value computed on the
 DL0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0421.degrees latitude (g = 980.6199 gals.).
 DL0421
 DL0421.The modeled gravity was interpolated from observed gravity values.
 DL0421
 DL0421;                    North         East    Units  Estimated Accuracy
 DL0421;SPC AR S     -   514,430.      305,720.      MT  (+/- 180 meters Scaled)
 DL0421
 DL0421                          SUPERSEDED SURVEY CONTROL
 DL0421
 DL0421  NGVD 29 (??/??/92)   70.522  (m)          231.37   (f) ADJ UNCH    1 2
 DL0421
 DL0421.Superseded values are not recommended for survey control.
 DL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0421.See file dsdata.txt to determine how the superseded data were derived.
 DL0421
 DL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT984282(NAD 83)
 DL0421_MARKER: DB = BENCH MARK DISK
 DL0421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0421_SP_SET: 40 FT
 DL0421_STAMPING: C 193 X 1959
 DL0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0421
 DL0421  HISTORY     - Date     Condition        Report By
 DL0421  HISTORY     - 1959     MONUMENTED       CGS
 DL0421  HISTORY     - 1960     GOOD             NGS
 DL0421  HISTORY     - 1964     GOOD             NGS
 DL0421
 DL0421                          STATION DESCRIPTION
 DL0421
 DL0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0421'0.55 MI SE FROM CHIDESTER.
 DL0421'ABOUT 0.55 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0421'POST OFFICE AT CHIDESTER, 0.4 MILE SOUTHEAST OF MILEPOST 445, IN
 DL0421'SECTION 13, T 12 S, R 19 W, 96 FEET NORTH OF THE CENTER OF A ROAD
 DL0421'CROSSING, 90 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 21 FEET
 DL0421'NORTHEAST OF THE NORTHEAST RAIL, 20 FEET NORTHWEST OF A TELEPHONE
 DL0421'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET SOUTHWEST OF A
 DL0421'METAL WITNESS POST, LEVEL WITH THE TRACKS, ON TOP OF A COPPER-COATED
 DL0421'STEEL ROD WHICH IS DRIVEN TO A DEPTH OF 40 FEET, ENCASED IN A 6-INCH
 DL0421'TILE PROJECTING 1.0 FOOT.  NOTE-- MARK IS 1 FOOT BELOW THE SURFACE OF
 DL0421'THE GROUND.
 DL0421
 DL0421                          STATION RECOVERY (1964)
 DL0421
 DL0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0350 ***********************************************************************
 GF0350  DESIGNATION -  C 194
 GF0350  PID         -  GF0350
 GF0350  STATE/COUNTY-  AR/BOONE
 GF0350  USGS QUAD   -  BATAVIA (1967)
 GF0350
 GF0350                         *CURRENT SURVEY CONTROL
 GF0350  ___________________________________________________________________
 GF0350* NAD 83(1986)-  36 15 51.     (N)    093 09 05.     (W)     SCALED    
 GF0350* NAVD 88     -       418.023  (meters)    1371.46   (feet)  ADJUSTED  
 GF0350  ___________________________________________________________________
 GF0350  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0350  DYNAMIC HT  -         417.652 (meters)    1370.25  (feet)  COMP
 GF0350  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 GF0350
 GF0350  VERT ORDER  -  SECOND    CLASS 0
 GF0350
 GF0350.This mark is at Boone County Airport (HRO)
 GF0350
 GF0350.The horizontal coordinates were scaled from a topographic map and have
 GF0350.an estimated accuracy of +/- 6 seconds.
 GF0350
 GF0350.The orthometric height was determined by differential leveling
 GF0350.and adjusted by the National Geodetic Survey in June 1991..
 GF0350
 GF0350.The geoid height was determined by GEOID03.
 GF0350
 GF0350.The dynamic height is computed by dividing the NAVD 88
 GF0350.geopotential number by the normal gravity value computed on the
 GF0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0350.degrees latitude (g = 980.6199 gals.).
 GF0350
 GF0350.The modeled gravity was interpolated from observed gravity values.
 GF0350
 GF0350;                    North         East    Units  Estimated Accuracy
 GF0350;SPC AR N     -   214,820.      296,540.      MT  (+/- 180 meters Scaled)
 GF0350
 GF0350                          SUPERSEDED SURVEY CONTROL
 GF0350
 GF0350  NGVD 29 (??/??/92)  417.891  (m)         1371.03   (f) ADJ UNCH    2 0
 GF0350
 GF0350.Superseded values are not recommended for survey control.
 GF0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0350.See file dsdata.txt to determine how the superseded data were derived.
 GF0350
 GF0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA864132(NAD 83)
 GF0350_MARKER: DD = SURVEY DISK
 GF0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0350_SP_SET: CONCRETE BASE
 GF0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0350+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 GF0350
 GF0350  HISTORY     - Date     Condition        Report By
 GF0350  HISTORY     - UNK      MONUMENTED       CGS
 GF0350  HISTORY     - 1965     GOOD             NGS
 GF0350  HISTORY     - 20050622 GOOD             ARHD
 GF0350  HISTORY     - 20060909 GOOD             GEOCAC
 GF0350
 GF0350                          STATION DESCRIPTION
 GF0350
 GF0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GF0350'AT HARRISON MUNI AIRPORT.
 GF0350'AT HARRISON MUNICIPAL AIRPORT, SET IN A DRILL HOLE IN THE WEST
 GF0350'SIDE OF THE CONCRETE BASE OF THE AIRPORT BEACON.  THE CONCRETE
 GF0350'BASE IS A SLAB OF CONCRETE MEASURING 15 FT X 15 FT, HAVING
 GF0350'THE LEGS OF THE BEACON TOWER ANCHORED AT ITS CORNERS.  THE
 GF0350'MARK IS ON THE EAST SIDE OF THE AIRPORT 50 FT. EAST OF AND
 GF0350'BEHIND THE F.A.A. BUILDING WHICH IS OF CONCRETE BLOCK CONSTRUCTION.
 GF0350
 GF0350                          STATION RECOVERY (2005)
 GF0350
 GF0350'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GF0350'RECOVERED IN GOOD CONDITION.
 GF0350
 GF0350                          STATION RECOVERY (2006)
 GF0350
 GF0350'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 GF0350'GEOCAC FIRST RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0303 ***********************************************************************
 DL0303  DESIGNATION -  C 196
 DL0303  PID         -  DL0303
 DL0303  STATE/COUNTY-  AR/OUACHITA
 DL0303  USGS QUAD   -  BRAGG CITY (1985)
 DL0303
 DL0303                         *CURRENT SURVEY CONTROL
 DL0303  ___________________________________________________________________
 DL0303* NAD 83(1986)-  33 39 47.     (N)    092 56 59.     (W)     SCALED    
 DL0303* NAVD 88     -        42.374  (meters)     139.02   (feet)  ADJUSTED  
 DL0303  ___________________________________________________________________
 DL0303  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DL0303  DYNAMIC HT  -          42.331 (meters)     138.88  (feet)  COMP
 DL0303  MODELED GRAV-     979,605.3   (mgal)                       NAVD 88
 DL0303
 DL0303  VERT ORDER  -  FIRST     CLASS II
 DL0303
 DL0303.The horizontal coordinates were scaled from a topographic map and have
 DL0303.an estimated accuracy of +/- 6 seconds.
 DL0303
 DL0303.The orthometric height was determined by differential leveling
 DL0303.and adjusted by the National Geodetic Survey in June 1991..
 DL0303
 DL0303.The geoid height was determined by GEOID03.
 DL0303
 DL0303.The dynamic height is computed by dividing the NAVD 88
 DL0303.geopotential number by the normal gravity value computed on the
 DL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0303.degrees latitude (g = 980.6199 gals.).
 DL0303
 DL0303.The modeled gravity was interpolated from observed gravity values.
 DL0303
 DL0303;                    North         East    Units  Estimated Accuracy
 DL0303;SPC AR S     -   510,920.      311,920.      MT  (+/- 180 meters Scaled)
 DL0303
 DL0303                          SUPERSEDED SURVEY CONTROL
 DL0303
 DL0303  NGVD 29 (??/??/92)   42.394  (m)          139.09   (f) ADJ UNCH    1 2
 DL0303
 DL0303.Superseded values are not recommended for survey control.
 DL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0303.See file dsdata.txt to determine how the superseded data were derived.
 DL0303
 DL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT046247(NAD 83)
 DL0303_MARKER: DB = BENCH MARK DISK
 DL0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0303_SP_SET: OAK TREE
 DL0303_STAMPING: C 196 1960
 DL0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0303
 DL0303  HISTORY     - Date     Condition        Report By
 DL0303  HISTORY     - 1960     MONUMENTED       CGS
 DL0303  HISTORY     - 1964     GOOD             NGS
 DL0303
 DL0303                          STATION DESCRIPTION
 DL0303
 DL0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0303'5.25 MI SE FROM CHIDESTER.
 DL0303'ABOUT 5.25 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0303'THE POST OFFICE AT CHIDESTER, 2 1/2 POLES SOUTHEAST OF MILEPOST 450,
 DL0303'IN SECTION 28, T 2 S, R 18 W, 69 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DL0303'66 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF TRESTLE 450.1, 26
 DL0303'FEET NORTHEAST OF A FENCE, 6.0 FEET NORTH OF A 15-INCH OAK TREE, ABOUT
 DL0303'LEVEL WITH THE RAILS, ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 DL0303'1.0 FOOT.
 DL0303
 DL0303                          STATION RECOVERY (1964)
 DL0303
 DL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0332 ***********************************************************************
 DL0332  DESIGNATION -  C 197
 DL0332  PID         -  DL0332
 DL0332  STATE/COUNTY-  AR/OUACHITA
 DL0332  USGS QUAD   -  CAMDEN (1985)
 DL0332
 DL0332                         *CURRENT SURVEY CONTROL
 DL0332  ___________________________________________________________________
 DL0332* NAD 83(1986)-  33 33 08.     (N)    092 50 16.     (W)     SCALED    
 DL0332* NAVD 88     -        35.797  (meters)     117.44   (feet)  ADJUSTED  
 DL0332  ___________________________________________________________________
 DL0332  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0332  DYNAMIC HT  -          35.760 (meters)     117.32  (feet)  COMP
 DL0332  MODELED GRAV-     979,600.5   (mgal)                       NAVD 88
 DL0332
 DL0332  VERT ORDER  -  FIRST     CLASS II
 DL0332
 DL0332.The horizontal coordinates were scaled from a topographic map and have
 DL0332.an estimated accuracy of +/- 6 seconds.
 DL0332
 DL0332.The orthometric height was determined by differential leveling
 DL0332.and adjusted by the National Geodetic Survey in June 1991..
 DL0332
 DL0332.The geoid height was determined by GEOID03.
 DL0332
 DL0332.The dynamic height is computed by dividing the NAVD 88
 DL0332.geopotential number by the normal gravity value computed on the
 DL0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0332.degrees latitude (g = 980.6199 gals.).
 DL0332
 DL0332.The modeled gravity was interpolated from observed gravity values.
 DL0332
 DL0332;                    North         East    Units  Estimated Accuracy
 DL0332;SPC AR S     -   498,540.      322,200.      MT  (+/- 180 meters Scaled)
 DL0332
 DL0332                          SUPERSEDED SURVEY CONTROL
 DL0332
 DL0332.No superseded survey control is available for this station.
 DL0332
 DL0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT150125(NAD 83)
 DL0332_MARKER: DB = BENCH MARK DISK
 DL0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0332_SP_SET: FOUNDATION
 DL0332_STAMPING: C 197 1959
 DL0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0332+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DL0332
 DL0332  HISTORY     - Date     Condition        Report By
 DL0332  HISTORY     - 1959     MONUMENTED       CGS
 DL0332  HISTORY     - 1960     GOOD             NGS
 DL0332  HISTORY     - 1964     GOOD             NGS
 DL0332  HISTORY     - 20040804 GOOD             ARHD
 DL0332
 DL0332                          STATION DESCRIPTION
 DL0332
 DL0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0332'1.8 MI SW FROM CAMDEN.
 DL0332'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0332'STATION AT CAMDEN, THENCE 1.0 MILE SOUTHWEST ALONG THE ST. LOUIS
 DL0332'SOUTHWESTERN RAILWAY, IN SECTION 35, R 17 W, T 13 S, 0.4 MILE OR 11
 DL0332'POLES SOUTHWEST OF MILEPOST 340, IN THE TOP AND CENTER OF THE MOST
 DL0332'WESTERLY OF FOUR CONCRETE FOOTINGS FOR AN ABANDONED WATER TANK ON THE
 DL0332'NORTHWEST SIDE OF THE HERBERT SIDING, 83 1/2 FEET NORTHWEST OF THE
 DL0332'NORTHWEST RAIL OF THE MAIN TRACK, 132 FEET WEST OF THE HERBERT STATION
 DL0332'SIGN, ABOUT 4 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
 DL0332
 DL0332                          STATION RECOVERY (1964)
 DL0332
 DL0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0332'RECOVERED IN GOOD CONDITION.
 DL0332
 DL0332                          STATION RECOVERY (2004)
 DL0332
 DL0332'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 DL0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0210 ***********************************************************************
 DL0210  DESIGNATION -  C 198
 DL0210  PID         -  DL0210
 DL0210  STATE/COUNTY-  AR/OUACHITA
 DL0210  USGS QUAD   -  SNOW HILL (1985)
 DL0210
 DL0210                         *CURRENT SURVEY CONTROL
 DL0210  ___________________________________________________________________
 DL0210* NAD 83(1986)-  33 23 16.     (N)    092 39 15.     (W)     SCALED    
 DL0210* NAVD 88     -        54.479  (meters)     178.74   (feet)  ADJUSTED  
 DL0210  ___________________________________________________________________
 DL0210  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0210  DYNAMIC HT  -          54.422 (meters)     178.55  (feet)  COMP
 DL0210  MODELED GRAV-     979,588.7   (mgal)                       NAVD 88
 DL0210
 DL0210  VERT ORDER  -  FIRST     CLASS II
 DL0210
 DL0210.The horizontal coordinates were scaled from a topographic map and have
 DL0210.an estimated accuracy of +/- 6 seconds.
 DL0210
 DL0210.The orthometric height was determined by differential leveling
 DL0210.and adjusted by the National Geodetic Survey in June 1991..
 DL0210
 DL0210.The geoid height was determined by GEOID03.
 DL0210
 DL0210.The dynamic height is computed by dividing the NAVD 88
 DL0210.geopotential number by the normal gravity value computed on the
 DL0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0210.degrees latitude (g = 980.6199 gals.).
 DL0210
 DL0210.The modeled gravity was interpolated from observed gravity values.
 DL0210
 DL0210;                    North         East    Units  Estimated Accuracy
 DL0210;SPC AR S     -   480,180.      339,140.      MT  (+/- 180 meters Scaled)
 DL0210
 DL0210                          SUPERSEDED SURVEY CONTROL
 DL0210
 DL0210  NGVD 29 (??/??/92)   54.512  (m)          178.84   (f) ADJ UNCH    1 2
 DL0210
 DL0210.Superseded values are not recommended for survey control.
 DL0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0210.See file dsdata.txt to determine how the superseded data were derived.
 DL0210
 DL0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS321943(NAD 83)
 DL0210_MARKER: DB = BENCH MARK DISK
 DL0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0210_SP_SET: FOUNDATION
 DL0210_STAMPING: C 198 1960
 DL0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0210
 DL0210  HISTORY     - Date     Condition        Report By
 DL0210  HISTORY     - 1960     MONUMENTED       CGS
 DL0210  HISTORY     - 1964     GOOD             NGS
 DL0210
 DL0210                          STATION DESCRIPTION
 DL0210
 DL0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0210'7.25 M NW FROM NORPHLET.
 DL0210'ABOUT 0.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0210'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0210'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0210'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0210'THENCE 1.15 MILES NORTHWEST ALONG A GRAVELED ROAD, 0.3 MILE SOUTHEAST
 DL0210'OF THE SNOW HILL CHURCH AND CEMETERY, IN SECTION 28, T 15 S, R 15 W,
 DL0210'SET IN THE TOP OF THE NORTH CORNER OF A 4 X 4 FT. CONCRETE FOUNDATION,
 DL0210'42 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 50 FEET WEST OF
 DL0210'THE SOUTHWEST LEG OF AN OIL DERRICK, ABOUT 1 FOOT ABOVE THE GROUND AND
 DL0210'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.  NOTE-- BM ABOUT 0.05 MILE
 DL0210'SOUTHEAST OF ROAD FORKS.  AN IRON SHAFT PROJECTS ABOUT 3 FEET ABOVE
 DL0210'THE CONCRETE BASE AND THIS SHAFT IS ABOUT 1 1/2 FEET SOUTHEAST OF THE
 DL0210'MARK.
 DL0210
 DL0210                          STATION RECOVERY (1964)
 DL0210
 DL0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0792 ***********************************************************************
 DL0792  DESIGNATION -  C 199
 DL0792  PID         -  DL0792
 DL0792  STATE/COUNTY-  AR/LAFAYETTE
 DL0792  USGS QUAD   -  BRADLEY (1978)
 DL0792
 DL0792                         *CURRENT SURVEY CONTROL
 DL0792  ___________________________________________________________________
 DL0792* NAD 83(1986)-  33 04 33.     (N)    093 39 37.     (W)     SCALED    
 DL0792* NAVD 88     -        76.442  (meters)     250.79   (feet)  ADJUSTED  
 DL0792  ___________________________________________________________________
 DL0792  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DL0792  DYNAMIC HT  -          76.359 (meters)     250.52  (feet)  COMP
 DL0792  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 DL0792
 DL0792  VERT ORDER  -  FIRST     CLASS II
 DL0792
 DL0792.The horizontal coordinates were scaled from a topographic map and have
 DL0792.an estimated accuracy of +/- 6 seconds.
 DL0792
 DL0792.The orthometric height was determined by differential leveling
 DL0792.and adjusted by the National Geodetic Survey in June 1991..
 DL0792
 DL0792.The geoid height was determined by GEOID03.
 DL0792
 DL0792.The dynamic height is computed by dividing the NAVD 88
 DL0792.geopotential number by the normal gravity value computed on the
 DL0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0792.degrees latitude (g = 980.6199 gals.).
 DL0792
 DL0792.The modeled gravity was interpolated from observed gravity values.
 DL0792
 DL0792;                    North         East    Units  Estimated Accuracy
 DL0792;SPC AR S     -   446,640.      244,970.      MT  (+/- 180 meters Scaled)
 DL0792
 DL0792                          SUPERSEDED SURVEY CONTROL
 DL0792
 DL0792  NGVD 29 (??/??/92)   76.502  (m)          250.99   (f) ADJ UNCH    1 2
 DL0792
 DL0792.Superseded values are not recommended for survey control.
 DL0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0792.See file dsdata.txt to determine how the superseded data were derived.
 DL0792
 DL0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS383598(NAD 83)
 DL0792_MARKER: DB = BENCH MARK DISK
 DL0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0792_SP_SET: CULVERT
 DL0792_STAMPING: C 199 1960
 DL0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0792
 DL0792  HISTORY     - Date     Condition        Report By
 DL0792  HISTORY     - 1960     MONUMENTED       CGS
 DL0792  HISTORY     - 1963     GOOD             NGS
 DL0792
 DL0792                          STATION DESCRIPTION
 DL0792
 DL0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0792'1.6 MI S FROM BRADLEY.
 DL0792'ABOUT 1.6 MILES SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0792'STATION AT BRADLEY, 2 1/2 POLES SOUTH OF MILEPOST 410, IN THE TOP OF
 DL0792'THE SOUTH END OF THE WEST HEADWALL OF A TWIN CHANNEL CULVERT UNDER THE
 DL0792'HIGHWAY, 59 FEET EAST OF THE EAST RAIL, 20 FEET WEST OF THE CENTER
 DL0792'LINE OF STATE HIGHWAY 29, 123 YARDS SOUTH OF A PRIVATE ROAD CROSSING,
 DL0792'AND ABOUT 1 1/2 FOOT BELOW THE HIGHWAY.
 DL0792
 DL0792                          STATION RECOVERY (1963)
 DL0792
 DL0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0478 ***********************************************************************
 GE0478  DESIGNATION -  C 2
 GE0478  PID         -  GE0478
 GE0478  STATE/COUNTY-  AR/LAWRENCE
 GE0478  USGS QUAD   -  IMBODEN (1981)
 GE0478
 GE0478                         *CURRENT SURVEY CONTROL
 GE0478  ___________________________________________________________________
 GE0478* NAD 83(1986)-  36 13 04.     (N)    091 12 17.     (W)     SCALED    
 GE0478* NAVD 88     -        88.002  (meters)     288.72   (feet)  ADJUSTED  
 GE0478  ___________________________________________________________________
 GE0478  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GE0478  DYNAMIC HT  -          87.929 (meters)     288.48  (feet)  COMP
 GE0478  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GE0478
 GE0478  VERT ORDER  -  FIRST     CLASS II
 GE0478
 GE0478.The horizontal coordinates were scaled from a topographic map and have
 GE0478.an estimated accuracy of +/- 6 seconds.
 GE0478
 GE0478.The orthometric height was determined by differential leveling
 GE0478.and adjusted by the National Geodetic Survey in June 1991..
 GE0478
 GE0478.The geoid height was determined by GEOID03.
 GE0478
 GE0478.The dynamic height is computed by dividing the NAVD 88
 GE0478.geopotential number by the normal gravity value computed on the
 GE0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0478.degrees latitude (g = 980.6199 gals.).
 GE0478
 GE0478.The modeled gravity was interpolated from observed gravity values.
 GE0478
 GE0478;                    North         East    Units  Estimated Accuracy
 GE0478;SPC AR N     -   209,360.      471,510.      MT  (+/- 180 meters Scaled)
 GE0478
 GE0478                          SUPERSEDED SURVEY CONTROL
 GE0478
 GE0478  NGVD 29 (??/??/92)   87.905  (m)          288.40   (f) ADJ UNCH    1 2
 GE0478
 GE0478.Superseded values are not recommended for survey control.
 GE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0478.See file dsdata.txt to determine how the superseded data were derived.
 GE0478
 GE0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA613095(NAD 83)
 GE0478_MARKER: DB = BENCH MARK DISK
 GE0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0478_SP_SET: CULVERT
 GE0478_STAMPING: 288.402 C 2 1928
 GE0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0478
 GE0478  HISTORY     - Date     Condition        Report By
 GE0478  HISTORY     - 1928     MONUMENTED       CGS
 GE0478  HISTORY     - 1944     GOOD             NGS
 GE0478
 GE0478                          STATION DESCRIPTION
 GE0478
 GE0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0478'2.4 MI NW FROM IMBODEN.
 GE0478'2.4 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0478'FROM THE STATION AT IMBODEN, BETWEEN POLES 378/17 AND 378/18, AT
 GE0478'A CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL, 9.5
 GE0478'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.
 GE0478
 GE0478                          STATION RECOVERY (1944)
 GE0478
 GE0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0116 ***********************************************************************
 FH0116  DESIGNATION -  C 20
 FH0116  PID         -  FH0116
 FH0116  STATE/COUNTY-  AR/SEBASTIAN
 FH0116  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0116
 FH0116                         *CURRENT SURVEY CONTROL
 FH0116  ___________________________________________________________________
 FH0116* NAD 83(1986)-  35 22 04.     (N)    094 25 34.     (W)     SCALED    
 FH0116* NAVD 88     -       127.515  (meters)     418.36   (feet)  ADJUSTED  
 FH0116  ___________________________________________________________________
 FH0116  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FH0116  DYNAMIC HT  -         127.395 (meters)     417.96  (feet)  COMP
 FH0116  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 FH0116
 FH0116  VERT ORDER  -  FIRST     CLASS II
 FH0116
 FH0116.The horizontal coordinates were scaled from a topographic map and have
 FH0116.an estimated accuracy of +/- 6 seconds.
 FH0116
 FH0116.The orthometric height was determined by differential leveling
 FH0116.and adjusted by the National Geodetic Survey in June 1991..
 FH0116
 FH0116.The geoid height was determined by GEOID03.
 FH0116
 FH0116.The dynamic height is computed by dividing the NAVD 88
 FH0116.geopotential number by the normal gravity value computed on the
 FH0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0116.degrees latitude (g = 980.6199 gals.).
 FH0116
 FH0116.The modeled gravity was interpolated from observed gravity values.
 FH0116
 FH0116;                    North         East    Units  Estimated Accuracy
 FH0116;SPC AR N     -   117,480.      179,560.      MT  (+/- 180 meters Scaled)
 FH0116
 FH0116                          SUPERSEDED SURVEY CONTROL
 FH0116
 FH0116  NGVD 29 (??/??/92)  127.424  (m)          418.06   (f) ADJ UNCH    1 2
 FH0116
 FH0116.Superseded values are not recommended for survey control.
 FH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0116.See file dsdata.txt to determine how the superseded data were derived.
 FH0116
 FH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV704147(NAD 83)
 FH0116_MARKER: DB = BENCH MARK DISK
 FH0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0116_SP_SET: BRIDGE FLOOR
 FH0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0116
 FH0116  HISTORY     - Date     Condition        Report By
 FH0116  HISTORY     - UNK      MONUMENTED       CGS
 FH0116  HISTORY     - 1931     GOOD             NGS
 FH0116  HISTORY     - 1959     GOOD             NGS
 FH0116  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0116  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0116  HISTORY     - 1988     MARK NOT FOUND   USGS
 FH0116
 FH0116                          STATION DESCRIPTION
 FH0116
 FH0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FH0116'0.7 MI S FROM FORT SMITH.
 FH0116'0.7 MILES SOUTH OF FORT SMITH.  THIS MARK IS LOCATED ON A
 FH0116'CONCRETE BRIDGE OVER MILL CREEK AT THE FOOT OF WHEELER AVE.
 FH0116'LEADING SOUTH FROM FORT SMITH.  THE MARK IS LOCATED AS FOLLOWS,
 FH0116'405 FT. EAST FROM THE INTERSECTION OF THE K.C.S. RR. AND THE
 FH0116'M.P. RR. ALONG THE M.P. R.R., THENCE SOUTH 321 FT. ALONG
 FH0116'WHEELER AVE. TO THE N.E. CORNER OF CONCRETE BRIDGE OVER MILL
 FH0116'CREEK.  THE MARK IS SET HORIZONTALLY IN THE FLOOR OF BRIDGE.
 FH0116
 FH0116                          STATION RECOVERY (1959)
 FH0116
 FH0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0116'RECOVERED IN GOOD CONDITION.
 FH0116
 FH0116                          STATION RECOVERY (1984)
 FH0116
 FH0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0116'MARK NOT FOUND.
 FH0116
 FH0116                          STATION RECOVERY (1985)
 FH0116
 FH0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0116'NOT RECOVERED, OLD BRIDGE GONE, DISK LOST.
 FH0116
 FH0116                          STATION RECOVERY (1988)
 FH0116
 FH0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WSK)
 FH0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0247 ***********************************************************************
 DL0247  DESIGNATION -  C 201
 DL0247  PID         -  DL0247
 DL0247  STATE/COUNTY-  AR/UNION
 DL0247  USGS QUAD   -  CALION (1978)
 DL0247
 DL0247                         *CURRENT SURVEY CONTROL
 DL0247  ___________________________________________________________________
 DL0247* NAD 83(1986)-  33 17 49.     (N)    092 30 35.     (W)     SCALED    
 DL0247* NAVD 88     -        54.137  (meters)     177.61   (feet)  ADJUSTED  
 DL0247  ___________________________________________________________________
 DL0247  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0247  DYNAMIC HT  -          54.080 (meters)     177.43  (feet)  COMP
 DL0247  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 DL0247
 DL0247  VERT ORDER  -  FIRST     CLASS II
 DL0247
 DL0247.The horizontal coordinates were scaled from a topographic map and have
 DL0247.an estimated accuracy of +/- 6 seconds.
 DL0247
 DL0247.The orthometric height was determined by differential leveling
 DL0247.and adjusted by the National Geodetic Survey in June 1991..
 DL0247
 DL0247.The geoid height was determined by GEOID03.
 DL0247
 DL0247.The dynamic height is computed by dividing the NAVD 88
 DL0247.geopotential number by the normal gravity value computed on the
 DL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0247.degrees latitude (g = 980.6199 gals.).
 DL0247
 DL0247.The modeled gravity was interpolated from observed gravity values.
 DL0247
 DL0247;                    North         East    Units  Estimated Accuracy
 DL0247;SPC AR S     -   470,030.      352,530.      MT  (+/- 180 meters Scaled)
 DL0247
 DL0247                          SUPERSEDED SURVEY CONTROL
 DL0247
 DL0247  NGVD 29 (??/??/92)   54.178  (m)          177.75   (f) ADJ UNCH    1 2
 DL0247
 DL0247.Superseded values are not recommended for survey control.
 DL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0247.See file dsdata.txt to determine how the superseded data were derived.
 DL0247
 DL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS456843(NAD 83)
 DL0247_MARKER: DB = BENCH MARK DISK
 DL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0247_STAMPING: C 201 1960
 DL0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0247+STABILITY: SURFACE MOTION
 DL0247
 DL0247  HISTORY     - Date     Condition        Report By
 DL0247  HISTORY     - 1960     MONUMENTED       CGS
 DL0247  HISTORY     - 1964     GOOD             NGS
 DL0247
 DL0247                          STATION DESCRIPTION
 DL0247
 DL0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0247'3.75 MI SE FROM CALION.
 DL0247'ABOUT 2.75 MILES SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 DL0247'POST OFFICE AT CALION, THENCE 1.0 MILE SOUTHEAST ALONG A GRAVELED
 DL0247'ROAD, ABOUT 5.15 MILES NORTHEAST OF THE OLD UNION BAPTIST CHURCH AT
 DL0247'OLD UNION, IN SECTION 26, T 16 S, R 14 W, 130 FEET NORTHEAST OF THE
 DL0247'CENTER LINE OF THE ROAD, AT AN OLD FARM SITE, 95 FEET NORTHWEST OF THE
 DL0247'NORTHWEST SIDE OF AN ABANDONED OPEN WELL, 42 FEET NORTH OF THE CENTER
 DL0247'LINE OF A TRACK ROAD, 11 FEET SOUTH-SOUTHWEST OF A LONE APPLE TREE,
 DL0247'2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE
 DL0247'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 DL0247'INCHES.  NOTE-- THE ROAD LEADING PAST THE MARK HAS BEEN BLACK-TOPPED.
 DL0247
 DL0247                          STATION RECOVERY (1964)
 DL0247
 DL0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0543 ***********************************************************************
 DL0543  DESIGNATION -  C 202
 DL0543  PID         -  DL0543
 DL0543  STATE/COUNTY-  AR/COLUMBIA
 DL0543  USGS QUAD   -  MAGNOLIA (1968)
 DL0543
 DL0543                         *CURRENT SURVEY CONTROL
 DL0543  ___________________________________________________________________
 DL0543* NAD 83(1986)-  33 21 13.     (N)    093 13 49.     (W)     SCALED    
 DL0543* NAVD 88     -        96.400  (meters)     316.27   (feet)  ADJUSTED  
 DL0543  ___________________________________________________________________
 DL0543  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL0543  DYNAMIC HT  -          96.297 (meters)     315.93  (feet)  COMP
 DL0543  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DL0543
 DL0543  VERT ORDER  -  FIRST     CLASS II
 DL0543
 DL0543.The horizontal coordinates were scaled from a topographic map and have
 DL0543.an estimated accuracy of +/- 6 seconds.
 DL0543
 DL0543.The orthometric height was determined by differential leveling
 DL0543.and adjusted by the National Geodetic Survey in June 1991..
 DL0543
 DL0543.The geoid height was determined by GEOID03.
 DL0543
 DL0543.The dynamic height is computed by dividing the NAVD 88
 DL0543.geopotential number by the normal gravity value computed on the
 DL0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0543.degrees latitude (g = 980.6199 gals.).
 DL0543
 DL0543.The modeled gravity was interpolated from observed gravity values.
 DL0543
 DL0543;                    North         East    Units  Estimated Accuracy
 DL0543;SPC AR S     -   476,880.      285,490.      MT  (+/- 180 meters Scaled)
 DL0543
 DL0543                          SUPERSEDED SURVEY CONTROL
 DL0543
 DL0543  NGVD 29 (??/??/92)   96.426  (m)          316.36   (f) ADJ UNCH    1 2
 DL0543
 DL0543.Superseded values are not recommended for survey control.
 DL0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0543.See file dsdata.txt to determine how the superseded data were derived.
 DL0543
 DL0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS785905(NAD 83)
 DL0543_MARKER: DB = BENCH MARK DISK
 DL0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0543_STAMPING: C 202 1960
 DL0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0543+STABILITY: SURFACE MOTION
 DL0543
 DL0543  HISTORY     - Date     Condition        Report By
 DL0543  HISTORY     - 1960     MONUMENTED       CGS
 DL0543  HISTORY     - 1963     GOOD             NGS
 DL0543
 DL0543                          STATION DESCRIPTION
 DL0543
 DL0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0543'1.3 MI W FROM MCNEIL.
 DL0543'ABOUT 1.3 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0543'STATION AT MCNEIL, IN THE NORTH SIDE OF SECTION 13, T 16 S, R 21 W, 86
 DL0543'FEET NORTHWEST OF AND ACROSS THE TRACK FROM THE 11TH POLE WEST OF
 DL0543'MILEPOST 369, 44 FEET NORTH OF THE NORTH RAIL, 50 FEET NORTHEAST OF
 DL0543'THE CENTER LINE OF A ROAD CROSSING, 30 FEET EAST OF THE CENTER LINE OF
 DL0543'A GRADED DIRT ROAD, 22 1/2 FEET SOUTH-SOUTHEAST OF A LONE 28-INCH OAK
 DL0543'TREE, 3 FEET SOUTH OF A WOVEN WIRE FENCE, 2.0 FEET EAST OF A METAL
 DL0543'WITNESS POST, ABOUT 5 1/2 FEET BELOW THE TRACKS, AND IN THE TOP OF A
 DL0543'CONCRETE POST PROJECTING 6 INCHES.
 DL0543
 DL0543                          STATION RECOVERY (1963)
 DL0543
 DL0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0758 ***********************************************************************
 DL0758  DESIGNATION -  C 203
 DL0758  PID         -  DL0758
 DL0758  STATE/COUNTY-  AR/LAFAYETTE
 DL0758  USGS QUAD   -  LEWISVILLE (1978)
 DL0758
 DL0758                         *CURRENT SURVEY CONTROL
 DL0758  ___________________________________________________________________
 DL0758* NAD 83(1986)-  33 21 48.     (N)    093 34 20.     (W)     SCALED    
 DL0758* NAVD 88     -        88.408  (meters)     290.05   (feet)  ADJUSTED  
 DL0758  ___________________________________________________________________
 DL0758  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL0758  DYNAMIC HT  -          88.313 (meters)     289.74  (feet)  COMP
 DL0758  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DL0758
 DL0758  VERT ORDER  -  FIRST     CLASS II
 DL0758
 DL0758.The horizontal coordinates were scaled from a topographic map and have
 DL0758.an estimated accuracy of +/- 6 seconds.
 DL0758
 DL0758.The orthometric height was determined by differential leveling
 DL0758.and adjusted by the National Geodetic Survey in June 1991..
 DL0758
 DL0758.The geoid height was determined by GEOID03.
 DL0758
 DL0758.The dynamic height is computed by dividing the NAVD 88
 DL0758.geopotential number by the normal gravity value computed on the
 DL0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0758.degrees latitude (g = 980.6199 gals.).
 DL0758
 DL0758.The modeled gravity was interpolated from observed gravity values.
 DL0758
 DL0758;                    North         East    Units  Estimated Accuracy
 DL0758;SPC AR S     -   478,390.      253,680.      MT  (+/- 180 meters Scaled)
 DL0758
 DL0758                          SUPERSEDED SURVEY CONTROL
 DL0758
 DL0758  NGVD 29 (??/??/92)   88.448  (m)          290.18   (f) ADJ UNCH    1 2
 DL0758
 DL0758.Superseded values are not recommended for survey control.
 DL0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0758.See file dsdata.txt to determine how the superseded data were derived.
 DL0758
 DL0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS467917(NAD 83)
 DL0758_MARKER: DB = BENCH MARK DISK
 DL0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0758_STAMPING: C 203 1960
 DL0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0758+STABILITY: SURFACE MOTION
 DL0758
 DL0758  HISTORY     - Date     Condition        Report By
 DL0758  HISTORY     - 1960     MONUMENTED       CGS
 DL0758  HISTORY     - 1963     GOOD             NGS
 DL0758
 DL0758                          STATION DESCRIPTION
 DL0758
 DL0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0758'1.05 MI NE FROM LEWISVILLE.
 DL0758'ABOUT 0.35 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0758'STATION AT LEWISVILLE, THENCE 0.7 MILE NORTH-NORTHWEST ALONG THE
 DL0758'MERIWETHER GRAVEL COMPANY RAILROAD, AT THE ENTRANCE TO THE HARRISON
 DL0758'AIRPORT, IN SECTION 15, T 16 S, R 24 W, 72 FEET NORTHEAST OF THE
 DL0758'NORTHEAST RAIL, 41 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, AND
 DL0758'THE ENTRANCE TO THE AIRPORT, 114 FEET SOUTH OF A POWER POLE, 84 FEET
 DL0758'SOUTH OF A GAS LINE, 33 FEET NORTHEAST OF A POWER POLE, 16 FEET EAST
 DL0758'OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD,
 DL0758'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DL0758
 DL0758                          STATION RECOVERY (1963)
 DL0758
 DL0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0341 ***********************************************************************
 DL0341  DESIGNATION -  C 204
 DL0341  PID         -  DL0341
 DL0341  STATE/COUNTY-  AR/OUACHITA
 DL0341  USGS QUAD   -  CAMDEN SW (1985)
 DL0341
 DL0341                         *CURRENT SURVEY CONTROL
 DL0341  ___________________________________________________________________
 DL0341* NAD 83(1986)-  33 30 09.     (N)    092 55 29.     (W)     SCALED    
 DL0341* NAVD 88     -        58.306  (meters)     191.29   (feet)  ADJUSTED  
 DL0341  ___________________________________________________________________
 DL0341  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DL0341  DYNAMIC HT  -          58.245 (meters)     191.09  (feet)  COMP
 DL0341  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 DL0341
 DL0341  VERT ORDER  -  FIRST     CLASS II
 DL0341
 DL0341.The horizontal coordinates were scaled from a topographic map and have
 DL0341.an estimated accuracy of +/- 6 seconds.
 DL0341
 DL0341.The orthometric height was determined by differential leveling
 DL0341.and adjusted by the National Geodetic Survey in June 1991..
 DL0341
 DL0341.The geoid height was determined by GEOID03.
 DL0341
 DL0341.The dynamic height is computed by dividing the NAVD 88
 DL0341.geopotential number by the normal gravity value computed on the
 DL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0341.degrees latitude (g = 980.6199 gals.).
 DL0341
 DL0341.The modeled gravity was interpolated from observed gravity values.
 DL0341
 DL0341;                    North         East    Units  Estimated Accuracy
 DL0341;SPC AR S     -   493,090.      314,080.      MT  (+/- 180 meters Scaled)
 DL0341
 DL0341                          SUPERSEDED SURVEY CONTROL
 DL0341
 DL0341  NGVD 29 (??/??/92)   58.33   (m)          191.4    (f) COMPUTED    1 2
 DL0341
 DL0341.Superseded values are not recommended for survey control.
 DL0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0341.See file dsdata.txt to determine how the superseded data were derived.
 DL0341
 DL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT069069(NAD 83)
 DL0341_MARKER: DB = BENCH MARK DISK
 DL0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0341_STAMPING: C 204 1960
 DL0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0341+STABILITY: SURFACE MOTION
 DL0341
 DL0341  HISTORY     - Date     Condition        Report By
 DL0341  HISTORY     - 1960     MONUMENTED       CGS
 DL0341  HISTORY     - 1964     GOOD             NGS
 DL0341
 DL0341                          STATION DESCRIPTION
 DL0341
 DL0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0341'8.15 MI SW FROM CAMDEN.
 DL0341'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0341'STATION AT CAMDEN, THENCE 7.35 MILES SOUTHWEST ALONG THE ST. LOUIS
 DL0341'SOUTHWESTERN RAILWAY, IN THE EAST SIDE OF SECTION 23, T 14 S, R 18 W,
 DL0341'0.3 MILE NORTHEAST OF MILEPOST 347, 89 1/2 FEET WEST-NORTHWEST OF THE
 DL0341'WEST-NORTHWEST RAIL, 121 FEET WEST-NORTHWEST AND ACROSS THE TRACKS
 DL0341'FROM THE 9TH POLE NORTHEAST OF THE MILEPOST, 6 RAILS NORTHEAST OF THE
 DL0341'NORTHEAST END OF A TRESTLE, 39 FEET NORTHWEST OF A POLE MARKING A
 DL0341'CABLE ROUTE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DL0341'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0341
 DL0341                          STATION RECOVERY (1964)
 DL0341
 DL0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0662 ***********************************************************************
 DL0662  DESIGNATION -  C 205
 DL0662  PID         -  DL0662
 DL0662  STATE/COUNTY-  AR/COLUMBIA
 DL0662  USGS QUAD   -  EMERSON (1971)
 DL0662
 DL0662                         *CURRENT SURVEY CONTROL
 DL0662  ___________________________________________________________________
 DL0662* NAD 83(1986)-  33 04 58.     (N)    093 11 26.     (W)     SCALED    
 DL0662* NAVD 88     -        93.485  (meters)     306.71   (feet)  ADJUSTED  
 DL0662  ___________________________________________________________________
 DL0662  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0662  DYNAMIC HT  -          93.383 (meters)     306.37  (feet)  COMP
 DL0662  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 DL0662
 DL0662  VERT ORDER  -  SECOND    CLASS 0
 DL0662
 DL0662.The horizontal coordinates were scaled from a topographic map and have
 DL0662.an estimated accuracy of +/- 6 seconds.
 DL0662
 DL0662.The orthometric height was determined by differential leveling
 DL0662.and adjusted by the National Geodetic Survey in June 1991..
 DL0662
 DL0662.The geoid height was determined by GEOID03.
 DL0662
 DL0662.The dynamic height is computed by dividing the NAVD 88
 DL0662.geopotential number by the normal gravity value computed on the
 DL0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0662.degrees latitude (g = 980.6199 gals.).
 DL0662
 DL0662.The modeled gravity was interpolated from observed gravity values.
 DL0662
 DL0662;                    North         East    Units  Estimated Accuracy
 DL0662;SPC AR S     -   446,800.      288,840.      MT  (+/- 180 meters Scaled)
 DL0662
 DL0662                          SUPERSEDED SURVEY CONTROL
 DL0662
 DL0662  NGVD 29 (??/??/92)   93.544  (m)          306.90   (f) ADJ UNCH    2 0
 DL0662
 DL0662.Superseded values are not recommended for survey control.
 DL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0662.See file dsdata.txt to determine how the superseded data were derived.
 DL0662
 DL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS822604(NAD 83)
 DL0662_MARKER: DB = BENCH MARK DISK
 DL0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0662_STAMPING: C 205 1960
 DL0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0662+STABILITY: SURFACE MOTION
 DL0662
 DL0662  HISTORY     - Date     Condition        Report By
 DL0662  HISTORY     - 1960     MONUMENTED       CGS
 DL0662  HISTORY     - 1963     GOOD             NGS
 DL0662
 DL0662                          STATION DESCRIPTION
 DL0662
 DL0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0662'1.1 MI S FROM EMERSON.
 DL0662'ABOUT 1.1 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0662'THE STATION AT EMERSON, IN SECTION 16, T 19 S, R 20 W, 11 RAILS NORTH
 DL0662'OF MILEPOST 20, 47 FEET EAST OF THE EAST RAIL, 44 FEET NORTH OF THE
 DL0662'CENTER LINE OF A DIRT ROAD, 67 FEET NORTHEAST OF THE CENTER OF A ROAD
 DL0662'CROSSING, 134 FEET EAST OF AND ACROSS THE TRACKS FROM A POWER POLE
 DL0662'BEARING A TRANSFORMER, 29 1/2 FEET NORTH-NORTHWEST OF A 24-INCH OAK
 DL0662'TREE, 18 1/2 FEET SOUTHWEST OF A 10-INCH MAGNOLIA TREE, 1.6 FEET
 DL0662'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN
 DL0662'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0662
 DL0662                          STATION RECOVERY (1963)
 DL0662
 DL0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1352 ***********************************************************************
 FF1352  DESIGNATION -  C 206
 FF1352  PID         -  FF1352
 FF1352  STATE/COUNTY-  AR/WHITE
 FF1352  USGS QUAD   -  VELVET RIDGE (1965)
 FF1352
 FF1352                         *CURRENT SURVEY CONTROL
 FF1352  ___________________________________________________________________
 FF1352* NAD 83(1986)-  35 26 02.     (N)    091 34 32.     (W)     SCALED    
 FF1352* NAVD 88     -       174.972  (meters)     574.05   (feet)  ADJUSTED  
 FF1352  ___________________________________________________________________
 FF1352  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1352  DYNAMIC HT  -         174.816 (meters)     573.54  (feet)  COMP
 FF1352  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 FF1352
 FF1352  VERT ORDER  -  SECOND    CLASS 0
 FF1352
 FF1352.The horizontal coordinates were scaled from a topographic map and have
 FF1352.an estimated accuracy of +/- 6 seconds.
 FF1352
 FF1352.The orthometric height was determined by differential leveling
 FF1352.and adjusted by the National Geodetic Survey in June 1991..
 FF1352
 FF1352.The geoid height was determined by GEOID03.
 FF1352
 FF1352.The dynamic height is computed by dividing the NAVD 88
 FF1352.geopotential number by the normal gravity value computed on the
 FF1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1352.degrees latitude (g = 980.6199 gals.).
 FF1352
 FF1352.The modeled gravity was interpolated from observed gravity values.
 FF1352
 FF1352;                    North         East    Units  Estimated Accuracy
 FF1352;SPC AR N     -   122,180.      438,540.      MT  (+/- 180 meters Scaled)
 FF1352
 FF1352                          SUPERSEDED SURVEY CONTROL
 FF1352
 FF1352  NGVD 29 (??/??/??)  174.922  (m)          573.89   (f) ADJUSTED    2 0
 FF1352
 FF1352.Superseded values are not recommended for survey control.
 FF1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1352.See file dsdata.txt to determine how the superseded data were derived.
 FF1352
 FF1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV292220(NAD 83)
 FF1352_MARKER: DB = BENCH MARK DISK
 FF1352_SETTING: 66 = SET IN ROCK OUTCROP
 FF1352_SP_SET: BEDROCK
 FF1352_STAMPING: C 206 1962
 FF1352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1352+STABILITY: POSITION/ELEVATION WELL
 FF1352
 FF1352  HISTORY     - Date     Condition        Report By
 FF1352  HISTORY     - 1962     MONUMENTED       CGS
 FF1352  HISTORY     - 20020427 MARK NOT FOUND   USACE
 FF1352
 FF1352                          STATION DESCRIPTION
 FF1352
 FF1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1352'9.7 MI N FROM BALD KNOB.
 FF1352'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1352'STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY
 FF1352'TO THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, THENCE 8.75 MILES
 FF1352'NORTH ALONG U.S. HIGHWAY 167, 57 FEET NORTHEAST OF THE CENTER
 FF1352'OF A PRIVATE DRIVEWAY, 27 FEET EAST OF THE CENTERLINE OF THE
 FF1352'HIGHWAY, 13.8 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 FF1352'WITH THE HIGHWAY, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FF1352
 FF1352                          STATION RECOVERY (2002)
 FF1352
 FF1352'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1352'STATION WAS LOCATED WERE THERE IS NOW A 4 LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0253 ***********************************************************************
 FG0253  DESIGNATION -  C 207
 FG0253  PID         -  FG0253
 FG0253  STATE/COUNTY-  AR/CLEBURNE
 FG0253  USGS QUAD   -  BARNEY (1994)
 FG0253
 FG0253                         *CURRENT SURVEY CONTROL
 FG0253  ___________________________________________________________________
 FG0253* NAD 83(1986)-  35 22 15.     (N)    092 08 40.     (W)     SCALED    
 FG0253* NAVD 88     -       260.842  (meters)     855.78   (feet)  ADJUSTED  
 FG0253  ___________________________________________________________________
 FG0253  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FG0253  DYNAMIC HT  -         260.599 (meters)     854.98  (feet)  COMP
 FG0253  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FG0253
 FG0253  VERT ORDER  -  SECOND    CLASS 0
 FG0253
 FG0253.The horizontal coordinates were scaled from a topographic map and have
 FG0253.an estimated accuracy of +/- 6 seconds.
 FG0253
 FG0253.The orthometric height was determined by differential leveling
 FG0253.and adjusted by the National Geodetic Survey in June 1991..
 FG0253
 FG0253.The geoid height was determined by GEOID03.
 FG0253
 FG0253.The dynamic height is computed by dividing the NAVD 88
 FG0253.geopotential number by the normal gravity value computed on the
 FG0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0253.degrees latitude (g = 980.6199 gals.).
 FG0253
 FG0253.The modeled gravity was interpolated from observed gravity values.
 FG0253
 FG0253;                    North         East    Units  Estimated Accuracy
 FG0253;SPC AR N     -   115,110.      386,870.      MT  (+/- 180 meters Scaled)
 FG0253
 FG0253                          SUPERSEDED SURVEY CONTROL
 FG0253
 FG0253  NGVD 29 (??/??/92)  260.792  (m)          855.62   (f) ADJ UNCH    2 0
 FG0253
 FG0253.Superseded values are not recommended for survey control.
 FG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0253.See file dsdata.txt to determine how the superseded data were derived.
 FG0253
 FG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV777145(NAD 83)
 FG0253_MARKER: DB = BENCH MARK DISK
 FG0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0253_STAMPING: C 207 1962
 FG0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0253+STABILITY: SURFACE MOTION
 FG0253
 FG0253  HISTORY     - Date     Condition        Report By
 FG0253  HISTORY     - 1962     MONUMENTED       CGS
 FG0253  HISTORY     - 1967     GOOD             NGS
 FG0253
 FG0253                          STATION DESCRIPTION
 FG0253
 FG0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0253'4.15 MI E FROM QUITMAN.
 FG0253'IT IS 0.35 MILE NORTHEAST ALONG STATE HIGHWAY 25, THENCE 3.8 MILES
 FG0253'EAST ALONG STATE HIGHWAY 124, 47 FEET SOUTH OF THE CENTER OF THE
 FG0253'HIGHWAY, 1.9 FEET SOUTHEAST OF A METAL WITNESS POST, 1.5 FEET EAST OF
 FG0253'A POWERLINE POLE AND SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG0253'PROJECTING 1 INCH.  IT IS 0.05 MILE WEST OF BENCH MARK 36 BLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0150 ***********************************************************************
 FG0150  DESIGNATION -  C 208
 FG0150  PID         -  FG0150
 FG0150  STATE/COUNTY-  AR/FAULKNER
 FG0150  USGS QUAD   -  ROSE BUD (1994)
 FG0150
 FG0150                         *CURRENT SURVEY CONTROL
 FG0150  ___________________________________________________________________
 FG0150* NAD 83(1986)-  35 18 21.     (N)    092 07 07.     (W)     SCALED    
 FG0150* NAVD 88     -       196.817  (meters)     645.72   (feet)  ADJUSTED  
 FG0150  ___________________________________________________________________
 FG0150  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FG0150  DYNAMIC HT  -         196.634 (meters)     645.12  (feet)  COMP
 FG0150  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FG0150
 FG0150  VERT ORDER  -  SECOND    CLASS 0
 FG0150
 FG0150.The horizontal coordinates were scaled from a topographic map and have
 FG0150.an estimated accuracy of +/- 6 seconds.
 FG0150
 FG0150.The orthometric height was determined by differential leveling
 FG0150.and adjusted by the National Geodetic Survey in June 1991..
 FG0150
 FG0150.The geoid height was determined by GEOID03.
 FG0150
 FG0150.The dynamic height is computed by dividing the NAVD 88
 FG0150.geopotential number by the normal gravity value computed on the
 FG0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0150.degrees latitude (g = 980.6199 gals.).
 FG0150
 FG0150.The modeled gravity was interpolated from observed gravity values.
 FG0150
 FG0150;                    North         East    Units  Estimated Accuracy
 FG0150;SPC AR N     -   107,900.      389,210.      MT  (+/- 180 meters Scaled)
 FG0150
 FG0150                          SUPERSEDED SURVEY CONTROL
 FG0150
 FG0150  NGVD 29 (??/??/92)  196.782  (m)          645.61   (f) ADJ UNCH    2 0
 FG0150
 FG0150.Superseded values are not recommended for survey control.
 FG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0150.See file dsdata.txt to determine how the superseded data were derived.
 FG0150
 FG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV801073(NAD 83)
 FG0150_MARKER: DB = BENCH MARK DISK
 FG0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0150_SP_SET: CULVERT
 FG0150_STAMPING: C 208 1962
 FG0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0150
 FG0150  HISTORY     - Date     Condition        Report By
 FG0150  HISTORY     - 1962     MONUMENTED       CGS
 FG0150
 FG0150                          STATION DESCRIPTION
 FG0150
 FG0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0150'3.85 MI S FROM ROSE BUD.
 FG0150'3.85 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT ROSE
 FG0150'BUD, 21.5 FEET WEST OF CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW
 FG0150'THE LEVEL OF THE HIGHWAY, 0.4 FOOT SOUTH OF THE NORTH END OF THE WEST
 FG0150'HEADWALL OF A CONCRETE CULVERT, SET IN A DRILL HOLE IN THE WEST
 FG0150'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0266 ***********************************************************************
 FG0266  DESIGNATION -  C 209
 FG0266  PID         -  FG0266
 FG0266  STATE/COUNTY-  AR/FAULKNER
 FG0266  USGS QUAD   -  DAMASCUS (1994)
 FG0266
 FG0266                         *CURRENT SURVEY CONTROL
 FG0266  ___________________________________________________________________
 FG0266* NAD 83(1986)-  35 21 08.     (N)    092 24 45.     (W)     SCALED    
 FG0266* NAVD 88     -       183.160  (meters)     600.92   (feet)  ADJUSTED  
 FG0266  ___________________________________________________________________
 FG0266  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0266  DYNAMIC HT  -         182.991 (meters)     600.36  (feet)  COMP
 FG0266  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FG0266
 FG0266  VERT ORDER  -  SECOND    CLASS 0
 FG0266
 FG0266.The horizontal coordinates were scaled from a topographic map and have
 FG0266.an estimated accuracy of +/- 6 seconds.
 FG0266
 FG0266.The orthometric height was determined by differential leveling
 FG0266.and adjusted by the National Geodetic Survey in June 1991..
 FG0266
 FG0266.The geoid height was determined by GEOID03.
 FG0266
 FG0266.The dynamic height is computed by dividing the NAVD 88
 FG0266.geopotential number by the normal gravity value computed on the
 FG0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0266.degrees latitude (g = 980.6199 gals.).
 FG0266
 FG0266.The modeled gravity was interpolated from observed gravity values.
 FG0266
 FG0266;                    North         East    Units  Estimated Accuracy
 FG0266;SPC AR N     -   113,120.      362,510.      MT  (+/- 180 meters Scaled)
 FG0266
 FG0266                          SUPERSEDED SURVEY CONTROL
 FG0266
 FG0266  NGVD 29 (??/??/92)  183.144  (m)          600.86   (f) ADJ UNCH    2 0
 FG0266
 FG0266.Superseded values are not recommended for survey control.
 FG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0266.See file dsdata.txt to determine how the superseded data were derived.
 FG0266
 FG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV533122(NAD 83)
 FG0266_MARKER: DB = BENCH MARK DISK
 FG0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0266_SP_SET: CULVERT
 FG0266_STAMPING: C 209 1962
 FG0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0266
 FG0266  HISTORY     - Date     Condition        Report By
 FG0266  HISTORY     - 1962     MONUMENTED       CGS
 FG0266
 FG0266                          STATION DESCRIPTION
 FG0266
 FG0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0266'1.1 MI S FROM DAMASCUS.
 FG0266'1.1 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 FG0266'DAMASCUS, 36 FEET SOUTH OF A TELEPHONE POLE, 26.5 FEET EAST OF THE
 FG0266'CENTER LINE OF U.S. HIGHWAY 65, 0.4 FEET SOUTH OF THE NORTH END OF THE
 FG0266'HEADWALL OF A CULVERT, CEMENTED IN A DRILL HOLE IN THE EAST HEADWALL
 FG0266'OF THE CONCRETE CULVERT, AND 3 FEET BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0010 ***********************************************************************
 EK0010  DESIGNATION -  C 21
 EK0010  PID         -  EK0010
 EK0010  STATE/COUNTY-  AR/SCOTT
 EK0010  USGS QUAD   -  Y CITY (1975)
 EK0010
 EK0010                         *CURRENT SURVEY CONTROL
 EK0010  ___________________________________________________________________
 EK0010* NAD 83(1986)-  34 44 05.     (N)    094 04 35.     (W)     SCALED    
 EK0010* NAVD 88     -       225.957  (meters)     741.33   (feet)  ADJUSTED  
 EK0010  ___________________________________________________________________
 EK0010  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EK0010  DYNAMIC HT  -         225.719 (meters)     740.55  (feet)  COMP
 EK0010  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 EK0010
 EK0010  VERT ORDER  -  FIRST     CLASS II
 EK0010
 EK0010.The horizontal coordinates were scaled from a topographic map and have
 EK0010.an estimated accuracy of +/- 6 seconds.
 EK0010
 EK0010.The orthometric height was determined by differential leveling
 EK0010.and adjusted by the National Geodetic Survey in June 1991..
 EK0010
 EK0010.The geoid height was determined by GEOID03.
 EK0010
 EK0010.The dynamic height is computed by dividing the NAVD 88
 EK0010.geopotential number by the normal gravity value computed on the
 EK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0010.degrees latitude (g = 980.6199 gals.).
 EK0010
 EK0010.The modeled gravity was interpolated from observed gravity values.
 EK0010
 EK0010;                    North         East    Units  Estimated Accuracy
 EK0010;SPC AR N     -    46,540.      209,850.      MT  (+/- 180 meters Scaled)
 EK0010
 EK0010                          SUPERSEDED SURVEY CONTROL
 EK0010
 EK0010  NGVD 29 (??/??/92)  225.851  (m)          740.98   (f) ADJ UNCH    1 2
 EK0010
 EK0010.Superseded values are not recommended for survey control.
 EK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0010.See file dsdata.txt to determine how the superseded data were derived.
 EK0010
 EK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU014441(NAD 83)
 EK0010_MARKER: DB = BENCH MARK DISK
 EK0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0010_SP_SET: CULVERT
 EK0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0010
 EK0010  HISTORY     - Date     Condition        Report By
 EK0010  HISTORY     - UNK      MONUMENTED       CGS
 EK0010  HISTORY     - 1932     GOOD             NGS
 EK0010  HISTORY     - 1965     MARK NOT FOUND   NGS
 EK0010  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0010  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EK0010
 EK0010                          STATION DESCRIPTION
 EK0010
 EK0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0010'4.4 MI S FROM BOLES.
 EK0010'4.4 MILES SOUTH BY HIGHWAY LOCATED IN THE NORTH END OF A CULVERT
 EK0010'WHICH IS JUST EAST OF THE JUNCTION OF U.S. HIGHWAYS 71 AND 270,
 EK0010'MARK IS ABOUT 70 YARDS SOUTHEAST OF B 21, ON THE NORTH HEADWALL
 EK0010'OF THE 3-FT. CULVERT.
 EK0010
 EK0010                          STATION RECOVERY (1965)
 EK0010
 EK0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EK0010'MARK NOT FOUND.
 EK0010
 EK0010                          STATION RECOVERY (1985)
 EK0010
 EK0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0010'SEARCHED FOR BUT NOT RECOVERED, THERE IS A NEW CULVERT IN THE AREA,
 EK0010'PROBABLY REMOVED BY HIGHWAY CONSTRUCTION.
 EK0010
 EK0010                          STATION RECOVERY (1987)
 EK0010
 EK0010'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0321 ***********************************************************************
 FG0321  DESIGNATION -  C 210
 FG0321  PID         -  FG0321
 FG0321  STATE/COUNTY-  AR/CONWAY
 FG0321  USGS QUAD   -  MORRILTON WEST (1991)
 FG0321
 FG0321                         *CURRENT SURVEY CONTROL
 FG0321  ___________________________________________________________________
 FG0321* NAD 83(1986)-  35 12 46.     (N)    092 49 21.     (W)     SCALED    
 FG0321* NAVD 88     -        91.113  (meters)     298.93   (feet)  ADJUSTED  
 FG0321  ___________________________________________________________________
 FG0321  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FG0321  DYNAMIC HT  -          91.027 (meters)     298.64  (feet)  COMP
 FG0321  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 FG0321
 FG0321  VERT ORDER  -  SECOND    CLASS 0
 FG0321
 FG0321.The horizontal coordinates were scaled from a topographic map and have
 FG0321.an estimated accuracy of +/- 6 seconds.
 FG0321
 FG0321.The orthometric height was determined by differential leveling
 FG0321.and adjusted by the National Geodetic Survey in June 1991..
 FG0321
 FG0321.The geoid height was determined by GEOID03.
 FG0321
 FG0321.The dynamic height is computed by dividing the NAVD 88
 FG0321.geopotential number by the normal gravity value computed on the
 FG0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0321.degrees latitude (g = 980.6199 gals.).
 FG0321
 FG0321.The modeled gravity was interpolated from observed gravity values.
 FG0321
 FG0321;                    North         East    Units  Estimated Accuracy
 FG0321;SPC AR N     -    97,880.      325,110.      MT  (+/- 180 meters Scaled)
 FG0321
 FG0321                          SUPERSEDED SURVEY CONTROL
 FG0321
 FG0321  NGVD 29 (??/??/92)   91.13   (m)          299.0    (f) COMPUTED    2 0
 FG0321
 FG0321.Superseded values are not recommended for survey control.
 FG0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0321.See file dsdata.txt to determine how the superseded data were derived.
 FG0321
 FG0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU161966(NAD 83)
 FG0321_MARKER: DB = BENCH MARK DISK
 FG0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0321_SP_SET: CULVERT
 FG0321_STAMPING: C 210 1962
 FG0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0321
 FG0321  HISTORY     - Date     Condition        Report By
 FG0321  HISTORY     - 1962     MONUMENTED       CGS
 FG0321  HISTORY     - 19970319 GOOD             USPSQD
 FG0321
 FG0321                          STATION DESCRIPTION
 FG0321
 FG0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0321'5.7 MI W FROM MORRILTON.
 FG0321'5.7 MILES WEST ON U.S. HIGHWAY 64 AND 0.1 MILE NORTH ON A GRAVEL SIDE
 FG0321'ROAD FROM THE RAILROAD DEPOT IM MORRILTON, 69 FEET NORTHWEST OF A
 FG0321'POWER POLE, 18 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, AND
 FG0321'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE CULVERT AT THE
 FG0321'EAST SIDE OF THE GRAVEL ROAD.  NOTE-- THE GRAVEL ROAD MENTIONED ABOVE
 FG0321'IS NOW UNDER CONSTRUCTION AND IT IS BELIEVED THAT IT WILL SOON BE
 FG0321'BLACKTOPPED.
 FG0321
 FG0321                          STATION RECOVERY (1997)
 FG0321
 FG0321'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1925 ***********************************************************************
 FE1925  DESIGNATION -  C 213
 FE1925  PID         -  FE1925
 FE1925  STATE/COUNTY-  AR/MISSISSIPPI
 FE1925  USGS QUAD   -  ARMOREL (1983)
 FE1925
 FE1925                         *CURRENT SURVEY CONTROL
 FE1925  ___________________________________________________________________
 FE1925* NAD 83(1986)-  35 54 08.     (N)    089 45 59.     (W)     SCALED    
 FE1925* NAVD 88     -        83.635  (meters)     274.39   (feet)  ADJUSTED  
 FE1925  ___________________________________________________________________
 FE1925  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FE1925  DYNAMIC HT  -          83.564 (meters)     274.16  (feet)  COMP
 FE1925  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1925
 FE1925  VERT ORDER  -  FIRST     CLASS I
 FE1925
 FE1925.The horizontal coordinates were scaled from a topographic map and have
 FE1925.an estimated accuracy of +/- 6 seconds.
 FE1925
 FE1925.The orthometric height was determined by differential leveling
 FE1925.and adjusted by the National Geodetic Survey in June 1991..
 FE1925
 FE1925.The geoid height was determined by GEOID03.
 FE1925
 FE1925.The dynamic height is computed by dividing the NAVD 88
 FE1925.geopotential number by the normal gravity value computed on the
 FE1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1925.degrees latitude (g = 980.6199 gals.).
 FE1925
 FE1925.The modeled gravity was interpolated from observed gravity values.
 FE1925
 FE1925;                    North         East    Units  Estimated Accuracy
 FE1925;SPC AR N     -   176,340.      601,610.      MT  (+/- 180 meters Scaled)
 FE1925
 FE1925                          SUPERSEDED SURVEY CONTROL
 FE1925
 FE1925  NGVD 29 (??/??/??)   83.565  (m)          274.16   (f) ADJUSTED    1 1
 FE1925
 FE1925.Superseded values are not recommended for survey control.
 FE1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1925.See file dsdata.txt to determine how the superseded data were derived.
 FE1925
 FE1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE503766(NAD 83)
 FE1925_MARKER: DB = BENCH MARK DISK
 FE1925_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1925_SP_SET: 104 FEET
 FE1925_STAMPING: C 213 1976
 FE1925_MARK LOGO: NGS   
 FE1925_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1925+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2000
 FE1925
 FE1925  HISTORY     - Date     Condition        Report By
 FE1925  HISTORY     - 1976     MONUMENTED       NGS
 FE1925  HISTORY     - 20000925 GOOD             USE
 FE1925
 FE1925                          STATION DESCRIPTION
 FE1925
 FE1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1925'IN BARFIELD.
 FE1925'AT BARFIELD, AT THE JUNCTION OF THE LEVEE AND STATE HIGHWAY 18,
 FE1925'146.8 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 103 FEET SOUTH-
 FE1925'WEST OF THE CENTER OF A WOOD GATE, 15.3 FEET WEST OF THE CENTER
 FE1925'OF THE LEVEE, AND 12.4 FEET EAST OF MILEPOST 57/58. A DISK ON TOP
 FE1925'OF A COPPER COATED STEEL ROD SET TO A DEPTH OF 104 FEET, LEVEL
 FE1925'WITH LEVEE, AND 1 FOOT EAST OF A WITNESS POST.
 FE1925
 FE1925                          STATION RECOVERY (2000)
 FE1925
 FE1925'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1943 ***********************************************************************
 FE1943  DESIGNATION -  C 214
 FE1943  PID         -  FE1943
 FE1943  STATE/COUNTY-  AR/MISSISSIPPI
 FE1943  USGS QUAD   -  ROSA (1983)
 FE1943
 FE1943                         *CURRENT SURVEY CONTROL
 FE1943  ___________________________________________________________________
 FE1943* NAD 83(1986)-  35 46 29.     (N)    089 51 59.     (W)     SCALED    
 FE1943* NAVD 88     -        81.944  (meters)     268.84   (feet)  ADJUSTED  
 FE1943  ___________________________________________________________________
 FE1943  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE1943  DYNAMIC HT  -          81.875 (meters)     268.62  (feet)  COMP
 FE1943  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 FE1943
 FE1943  VERT ORDER  -  FIRST     CLASS I
 FE1943
 FE1943.The horizontal coordinates were scaled from a topographic map and have
 FE1943.an estimated accuracy of +/- 6 seconds.
 FE1943
 FE1943.The orthometric height was determined by differential leveling
 FE1943.and adjusted by the National Geodetic Survey in June 1991..
 FE1943
 FE1943.The geoid height was determined by GEOID03.
 FE1943
 FE1943.The dynamic height is computed by dividing the NAVD 88
 FE1943.geopotential number by the normal gravity value computed on the
 FE1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1943.degrees latitude (g = 980.6199 gals.).
 FE1943
 FE1943.The modeled gravity was interpolated from observed gravity values.
 FE1943
 FE1943;                    North         East    Units  Estimated Accuracy
 FE1943;SPC AR N     -   162,000.      592,890.      MT  (+/- 180 meters Scaled)
 FE1943
 FE1943                          SUPERSEDED SURVEY CONTROL
 FE1943
 FE1943  NGVD 29 (??/??/??)   81.886  (m)          268.65   (f) ADJUSTED    1 1
 FE1943
 FE1943.Superseded values are not recommended for survey control.
 FE1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1943.See file dsdata.txt to determine how the superseded data were derived.
 FE1943
 FE1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE408627(NAD 83)
 FE1943_MARKER: DB = BENCH MARK DISK
 FE1943_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1943_SP_SET: 4 FEET
 FE1943_STAMPING: C 214 1976
 FE1943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1943+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 FE1943
 FE1943  HISTORY     - Date     Condition        Report By
 FE1943  HISTORY     - 1976     MONUMENTED       NGS
 FE1943  HISTORY     - 20020727 GOOD             USACE
 FE1943
 FE1943                          STATION DESCRIPTION
 FE1943
 FE1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1943'4.0 MI NE FROM LUXORA.
 FE1943'4.0 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF MAIN
 FE1943'STREET AT LUXORA, 16.7 FEET NORTH OF THE CENTER OF THE LEVEE, 113
 FE1943'EAST OF A FENCE CROSSING THE LEVEE, AND 1.6 FEET SOUTH OF MILE
 FE1943'POST 70/71. A DISK ON THE TOP OF A COPPER COATED STEEL ROD SET TO
 FE1943'DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE, AND 2 FEET EAST OF A
 FE1943'WITNESS POST.
 FE1943
 FE1943                          STATION RECOVERY (2002)
 FE1943
 FE1943'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1943'THE STATION IS 5 FT S OF LMP 70 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1670 ***********************************************************************
 FG1670  DESIGNATION -  C 214
 FG1670  PID         -  FG1670
 FG1670  STATE/COUNTY-  AR/CLEBURNE
 FG1670  USGS QUAD   -  PARMA (1980)
 FG1670
 FG1670                         *CURRENT SURVEY CONTROL
 FG1670  ___________________________________________________________________
 FG1670* NAD 83(1997)-  35 37 34.66343(N)    092 14 10.04709(W)     ADJUSTED  
 FG1670* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 FG1670  ___________________________________________________________________
 FG1670  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FG1670  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FG1670
 FG1670  HORZ ORDER  -  THIRD
 FG1670
 FG1670.The horizontal coordinates were established by classical geodetic methods
 FG1670.and adjusted by the National Geodetic Survey in September 1999..
 FG1670.No horizontal observational check was made to the station.
 FG1670
 FG1670.The orthometric height was scaled from a topographic map.
 FG1670
 FG1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1670
 FG1670.The geoid height was determined by GEOID03.
 FG1670
 FG1670;                    North         East     Units Scale Factor Converg.
 FG1670;SPC AR N     -   143,468.887   378,611.567   MT  0.99993620   -0 08 14.6
 FG1670;SPC AR N     -   470,697.51  1,242,161.45   sFT  0.99993620   -0 08 14.6
 FG1670;UTM  15      - 3,942,769.037   569,170.320   MT  0.99965896   +0 26 41.9
 FG1670
 FG1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1670!SPC AR N     -   0.99998156  x   0.99993620  =   0.99991776
 FG1670!UTM  15      -   0.99998156  x   0.99965896  =   0.99964052
 FG1670
 FG1670                          SUPERSEDED SURVEY CONTROL
 FG1670
 FG1670  NAD 83(1986)-  35 37 34.67568(N)    092 14 10.04473(W) AD(       ) 3
 FG1670  NAD 27      -  35 37 34.40100(N)    092 14 09.49100(W) AD(       ) 3
 FG1670
 FG1670.Superseded values are not recommended for survey control.
 FG1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1670.See file dsdata.txt to determine how the superseded data were derived.
 FG1670
 FG1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6917042769(NAD 83)
 FG1670_MARKER: DD = SURVEY DISK
 FG1670_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FG1670_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FG1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1670+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2004
 FG1670
 FG1670  HISTORY     - Date     Condition        Report By
 FG1670  HISTORY     - 1954     MONUMENTED       USE
 FG1670  HISTORY     - 20041226 GOOD             USPSQD
 FG1670
 FG1670                          STATION DESCRIPTION
 FG1670
 FG1670'DESCRIBED BY US ENGINEERS 1954 (JCM)
 FG1670'THE STATION IS IN SECTION 2, T 11 N, R 12 W, ABOUT 4-1/4 MILES
 FG1670'EAST AND 2-1/4 MILES SOUTH OF SHIRLEY, 2-1/2 MILES WEST AND 1-1/2
 FG1670'MILES NORTH OF EDGEMONT, 0.35 MILE EAST OF THE VAN BUREN-CLEBURNE
 FG1670'COUNTY LINE, 90 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY
 FG1670'16, 63 FEET EAST OF A POWERLINE POLE AND 18 FEET NORTH OF
 FG1670'TELEPHONE POLE NO. 6715.
 FG1670'
 FG1670'A TRAVERSE MEASURMENT WAS MADE TO TRIANGULATION STATION EDGEMONT
 FG1670'AND THE DISTANCE WAS FOUND TO BE 94.52 FEET AND 28.810 METERS
 FG1670'EAST-SOUTHEAST OF THE TRIANGULATION STATION.
 FG1670'
 FG1670'THE MARK IS A STANDARD U.S. ENGINEER DEPARTMENT BRONZE DISK SET
 FG1670'IN THE TOP OF A MASS OF CONCRETE WHICH IS FLUSH WITH THE
 FG1670'SURFACE OF THE GROUND.  THE DISK IS STAMPED C 214.
 FG1670
 FG1670                          STATION RECOVERY (2004)
 FG1670
 FG1670'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FG1670'RECOVERED AS DESCRIBED.  MARK  IS ABOUT 75 FEET ACROSS HIGHWAY FROM
 FG1670'OLMSTEAD FUNERAL HOME SIGN AND ABOUT 4 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1887 ***********************************************************************
 FE1887  DESIGNATION -  C 215
 FE1887  PID         -  FE1887
 FE1887  STATE/COUNTY-  AR/MISSISSIPPI
 FE1887  USGS QUAD   -  NODENA (1983)
 FE1887
 FE1887                         *CURRENT SURVEY CONTROL
 FE1887  ___________________________________________________________________
 FE1887* NAD 83(1986)-  35 31 14.     (N)    089 55 49.     (W)     SCALED    
 FE1887* NAVD 88     -        72.499  (meters)     237.86   (feet)  ADJUSTED  
 FE1887  ___________________________________________________________________
 FE1887  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1887  DYNAMIC HT  -          72.436 (meters)     237.65  (feet)  COMP
 FE1887  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 FE1887
 FE1887  VERT ORDER  -  FIRST     CLASS I
 FE1887
 FE1887.The horizontal coordinates were scaled from a topographic map and have
 FE1887.an estimated accuracy of +/- 6 seconds.
 FE1887
 FE1887.The orthometric height was determined by differential leveling
 FE1887.and adjusted by the National Geodetic Survey in June 1991..
 FE1887
 FE1887.The geoid height was determined by GEOID03.
 FE1887
 FE1887.The dynamic height is computed by dividing the NAVD 88
 FE1887.geopotential number by the normal gravity value computed on the
 FE1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1887.degrees latitude (g = 980.6199 gals.).
 FE1887
 FE1887.The modeled gravity was interpolated from observed gravity values.
 FE1887
 FE1887;                    North         East    Units  Estimated Accuracy
 FE1887;SPC AR N     -   133,690.      587,710.      MT  (+/- 180 meters Scaled)
 FE1887
 FE1887                          SUPERSEDED SURVEY CONTROL
 FE1887
 FE1887  NGVD 29 (??/??/??)   72.469  (m)          237.76   (f) ADJUSTED    1 1
 FE1887
 FE1887.Superseded values are not recommended for survey control.
 FE1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1887.See file dsdata.txt to determine how the superseded data were derived.
 FE1887
 FE1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE342347(NAD 83)
 FE1887_MARKER: DB = BENCH MARK DISK
 FE1887_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1887_SP_SET: 104 FEET
 FE1887_STAMPING: C 215 1976
 FE1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1887
 FE1887  HISTORY     - Date     Condition        Report By
 FE1887  HISTORY     - 1976     MONUMENTED       NGS
 FE1887  HISTORY     - 20020726 MARK NOT FOUND   USACE
 FE1887
 FE1887                          STATION DESCRIPTION
 FE1887
 FE1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1887'10.4 MI NE FROM WILSON.
 FE1887'6.0 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1887'STREET IN WILSON, THENCE 4.3 MILES SOUTHEAST ALONG A DIRT ROAD,
 FE1887'THENCE 0.1 MILE EAST ACROSS A CULTIVATED FIELD, 200 FEET NORTH
 FE1887'OF THE EDGE OF THE MISSISSIPPI RIVER, 33.5 FEET WEST OF A 3 FOOT
 FE1887'SYCAMORE TREE, 75 FEET EAST OF A CULTIVATED FIELD, AT THE SMALL
 FE1887'COMMUNITY OF MORGAN POINT AND ACROSS THE RIVER FROM RICHARDSONS
 FE1887'LANDING TENNESSEE. A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FE1887'SET TO A DEPTH OF 104 FEET ENCASED IN A CONCRETE POST PROJECTING
 FE1887'2 INCHES, 1 FOOT BELOW THE FIELD, AND 1 FOOT SW OF A WITNESS POST.
 FE1887
 FE1887                          STATION RECOVERY (2002)
 FE1887
 FE1887'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0991 ***********************************************************************
 EH0991  DESIGNATION -  C 216
 EH0991  PID         -  EH0991
 EH0991  STATE/COUNTY-  AR/PHILLIPS
 EH0991  USGS QUAD   -  LA GRANGE (1982)
 EH0991
 EH0991                         *CURRENT SURVEY CONTROL
 EH0991  ___________________________________________________________________
 EH0991* NAD 83(1986)-  34 38 57.     (N)    090 37 58.     (W)     SCALED    
 EH0991* NAVD 88     -        58.510  (meters)     191.96   (feet)  ADJUSTED  
 EH0991  ___________________________________________________________________
 EH0991  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0991  DYNAMIC HT  -          58.454 (meters)     191.78  (feet)  COMP
 EH0991  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 EH0991
 EH0991  VERT ORDER  -  FIRST     CLASS II
 EH0991
 EH0991.The horizontal coordinates were scaled from a topographic map and have
 EH0991.an estimated accuracy of +/- 6 seconds.
 EH0991
 EH0991.The orthometric height was determined by differential leveling
 EH0991.and adjusted by the National Geodetic Survey in June 1991..
 EH0991
 EH0991.The geoid height was determined by GEOID03.
 EH0991
 EH0991.The dynamic height is computed by dividing the NAVD 88
 EH0991.geopotential number by the normal gravity value computed on the
 EH0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0991.degrees latitude (g = 980.6199 gals.).
 EH0991
 EH0991.The modeled gravity was interpolated from observed gravity values.
 EH0991
 EH0991;                    North         East    Units  Estimated Accuracy
 EH0991;SPC AR S     -   620,730.      525,340.      MT  (+/- 180 meters Scaled)
 EH0991
 EH0991                          SUPERSEDED SURVEY CONTROL
 EH0991
 EH0991  NGVD 29 (??/??/??)   58.542  (m)          192.07   (f) ADJUSTED    1 2
 EH0991
 EH0991.Superseded values are not recommended for survey control.
 EH0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0991.See file dsdata.txt to determine how the superseded data were derived.
 EH0991
 EH0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU169366(NAD 83)
 EH0991_MARKER: DB = BENCH MARK DISK
 EH0991_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0991_SP_SET: 56 FT.
 EH0991_STAMPING: C 216 1976
 EH0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0991
 EH0991  HISTORY     - Date     Condition        Report By
 EH0991  HISTORY     - 1976     MONUMENTED       NGS
 EH0991
 EH0991                          STATION DESCRIPTION
 EH0991
 EH0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0991'11.7 MI S FROM WHITEHALL.
 EH0991'11.7 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0991'WHITEHALL, 100 YARDS NORTHEAST OF THE NORTHEAST EDGE OF THE RIVER, 18
 EH0991'FEET SOUTHWEST OF A DIRT ROAD AT THE TOE OF THE LEVEE, AND 1.8 FEET
 EH0991'WEST OF A FENCE CORNER.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO
 EH0991'A DEPTH OF 56 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  30 FEET
 EH0991'BELOW LEVEE 1 FOOT NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1095 ***********************************************************************
 FF1095  DESIGNATION -  C 217
 FF1095  PID         -  FF1095
 FF1095  STATE/COUNTY-  AR/CRITTENDEN
 FF1095  USGS QUAD   -  JERICHO (1993)
 FF1095
 FF1095                         *CURRENT SURVEY CONTROL
 FF1095  ___________________________________________________________________
 FF1095* NAD 83(1986)-  35 17 07.     (N)    090 10 17.     (W)     SCALED    
 FF1095* NAVD 88     -        73.933  (meters)     242.56   (feet)  ADJUSTED  
 FF1095  ___________________________________________________________________
 FF1095  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF1095  DYNAMIC HT  -          73.867 (meters)     242.35  (feet)  COMP
 FF1095  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 FF1095
 FF1095  VERT ORDER  -  FIRST     CLASS I
 FF1095
 FF1095.The horizontal coordinates were scaled from a topographic map and have
 FF1095.an estimated accuracy of +/- 6 seconds.
 FF1095
 FF1095.The orthometric height was determined by differential leveling
 FF1095.and adjusted by the National Geodetic Survey in June 1991..
 FF1095
 FF1095.The geoid height was determined by GEOID03.
 FF1095
 FF1095.The dynamic height is computed by dividing the NAVD 88
 FF1095.geopotential number by the normal gravity value computed on the
 FF1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1095.degrees latitude (g = 980.6199 gals.).
 FF1095
 FF1095.The modeled gravity was interpolated from observed gravity values.
 FF1095
 FF1095;                    North         East    Units  Estimated Accuracy
 FF1095;SPC AR N     -   107,160.      566,330.      MT  (+/- 180 meters Scaled)
 FF1095
 FF1095                          SUPERSEDED SURVEY CONTROL
 FF1095
 FF1095  NGVD 29 (??/??/??)   73.918  (m)          242.51   (f) ADJUSTED    1 1
 FF1095
 FF1095.Superseded values are not recommended for survey control.
 FF1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1095.See file dsdata.txt to determine how the superseded data were derived.
 FF1095
 FF1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV572083(NAD 83)
 FF1095_MARKER: DB = BENCH MARK DISK
 FF1095_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1095+WITH SETTING: INTO GROUND
 FF1095_SP_SET: METAL ROD WITH BASE PLATE
 FF1095_STAMPING: C 217 1976
 FF1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1095+STABILITY: SURFACE MOTION
 FF1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1095+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 FF1095
 FF1095  HISTORY     - Date     Condition        Report By
 FF1095  HISTORY     - 1976     MONUMENTED       NGS
 FF1095  HISTORY     - 20050209 GOOD             USACE
 FF1095
 FF1095                          STATION DESCRIPTION
 FF1095
 FF1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1095'13.4 MI NORTH FROM WEST MEMPHIS.
 FF1095'13.4 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1095'HIGHWAY 55 AT WEST MEMPHIS, 20 FEET WEST OF THE CENTER OF THE
 FF1095'LEVEE AND 2 FEET SOUTH OF MILLEPOST 137/138.
 FF1095'A DISK ON THE TOP OF A COPPER-COATED STEEL RO SET TO A DEPTH OF 4
 FF1095'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1095
 FF1095                          STATION RECOVERY (2005)
 FF1095
 FF1095'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1091 ***********************************************************************
 FF1091  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1091  DESIGNATION -  C 218
 FF1091  PID         -  FF1091
 FF1091  STATE/COUNTY-  AR/CRITTENDEN
 FF1091  USGS QUAD   -  JERICHO (1993)
 FF1091
 FF1091                         *CURRENT SURVEY CONTROL
 FF1091  ___________________________________________________________________
 FF1091* NAD 83(1997)-  35 19 41.57287(N)    090 08 21.05056(W)     ADJUSTED  
 FF1091* NAVD 88     -        75.21   (meters)     246.8    (feet)  GPS OBS   
 FF1091  ___________________________________________________________________
 FF1091  X           -     -12,654.692 (meters)                     COMP
 FF1091  Y           -  -5,209,479.321 (meters)                     COMP
 FF1091  Z           -   3,667,662.600 (meters)                     COMP
 FF1091  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FF1091  ELLIP HEIGHT-          47.79  (meters)          (01/24/03) GPS OBS
 FF1091  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF1091  DYNAMIC HT  -          75.14  (meters)     246.5   (feet)  COMP
 FF1091  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 FF1091
 FF1091  HORZ ORDER  -  FIRST
 FF1091  VERT ORDER  -  THIRD (See Below)
 FF1091  ELLP ORDER  -  SECOND    CLASS II
 FF1091
 FF1091.The horizontal coordinates were established by GPS observations
 FF1091.and adjusted by the National Geodetic Survey in January 2003..
 FF1091
 FF1091.The orthometric height was determined by GPS observations and a
 FF1091.high-resolution geoid model using precise GPS observation and
 FF1091.processing techniques. It supersedes the leveled height previously
 FF1091.determined for this station.
 FF1091.The vertical order pertains to the first NAVD 88 superseded value.
 FF1091
 FF1091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1091
 FF1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1091
 FF1091.The ellipsoidal height was determined by GPS observations
 FF1091.and is referenced to NAD 83.
 FF1091
 FF1091.The geoid height was determined by GEOID03.
 FF1091
 FF1091.The dynamic height is computed by dividing the NAVD 88
 FF1091.geopotential number by the normal gravity value computed on the
 FF1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1091.degrees latitude (g = 980.6199 gals.).
 FF1091
 FF1091.The modeled gravity was interpolated from observed gravity values.
 FF1091
 FF1091;                    North         East     Units Scale Factor Converg.
 FF1091;SPC AR N     -   111,971.996   569,170.468   MT  0.99994586   +1 04 58.1
 FF1091;SPC AR N     -   367,361.46  1,867,353.44   sFT  0.99994586   +1 04 58.1
 FF1091;UTM  15      - 3,913,197.760   760,043.893   MT  1.00043345   +1 39 18.8
 FF1091
 FF1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1091!SPC AR N     -   0.99999250  x   0.99994586  =   0.99993836
 FF1091!UTM  15      -   0.99999250  x   1.00043345  =   1.00042595
 FF1091
 FF1091                          SUPERSEDED SURVEY CONTROL
 FF1091
 FF1091  NAVD 88 (06/15/91)   75.179  (m)          246.65   (f) ADJUSTED    1 1
 FF1091  NGVD 29 (??/??/??)   75.164  (m)          246.60   (f) ADJUSTED    1 1
 FF1091
 FF1091.Superseded values are not recommended for survey control.
 FF1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1091.See file dsdata.txt to determine how the superseded data were derived.
 FF1091
 FF1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6004413198(NAD 83)
 FF1091_MARKER: DB = BENCH MARK DISK
 FF1091_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1091_SP_SET: COPPER-CLAD STEEL ROD
 FF1091_STAMPING: C 218 1976
 FF1091_MARK LOGO: NGS   
 FF1091_PROJECTION: RECESSED 10 CENTIMETERS
 FF1091_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1091+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 FF1091_ROD/PIPE-DEPTH:  3.0 meters
 FF1091
 FF1091  HISTORY     - Date     Condition        Report By
 FF1091  HISTORY     - 1976     MONUMENTED       NGS
 FF1091  HISTORY     - 20000926 GOOD             USE
 FF1091  HISTORY     - 20011014 GOOD             3001
 FF1091
 FF1091                          STATION DESCRIPTION
 FF1091
 FF1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1091'17.1 MI NORTH FROM WEST MEMPHIS.
 FF1091'17.1 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1091'HIGHWAY 55 AT WEST MEMPHIS, 175 YARDS EAST OF A METAL BARN, 19 FEET
 FF1091'NORTHWEST OF A GATE, AND 14 FEET WEST OF THE CENTER OF LEVEE.
 FF1091'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 64
 FF1091'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1091
 FF1091                          STATION RECOVERY (2000)
 FF1091
 FF1091'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1091'RECOVERED IN GOOD CONDITION.
 FF1091
 FF1091                          STATION RECOVERY (2001)
 FF1091
 FF1091'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FF1091'THE STATION IS LOCATED EAST OF CLARKEDALE, AR.  SOUTH 6 MILES ON
 FF1091'LEVEE, 7.5 MILES
 FF1091'SOUTHEAST OF TURRELL, AR.
 FF1091' 
 FF1091'TO REACH THE STATION FROM THE INTERSECTION OF HWY 77 AND CR6 OLD RIVER
 FF1091'ROAD IN
 FF1091'CLARKEDALE, AR, GO EAST ON CR6 FOR 4.15 MILES TO SULCER ROAD ON RIGHT.
 FF1091'TURN RIGHT (EAST)
 FF1091'ON SULCER ROAD FOR 2.6 MILES TO TOP OF LEVEE.  TURN LEFT ON LEVEE
 FF1091'THROUGH GATE (NEED
 FF1091'KEY) FOR 20 FEET AND STATION IS ON THE LEFT
 FF1091' 
 FF1091'THE STATION IS A BENCHMARK DISK ON A COPPER-CLAD STEEL ROD WITHOUT A
 FF1091'SLEEVE, IN A 5 INCH
 FF1091'PVC PIPE.  STATION IS 23.5 FEET, AZ. 320 DEGREES, FROM WEST GATE POST.
 FF1091'30.5 FEET, AZ. 296
 FF1091'DEGREES, FROM EAST GATE POST.  15.8 FEET WEST OF CENTERLINE OF LEVEE.
 FF1091'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1022 ***********************************************************************
 FF1022  DESIGNATION -  C 218 X
 FF1022  PID         -  FF1022
 FF1022  STATE/COUNTY-  AR/CRITTENDEN
 FF1022  USGS QUAD   -  EDMONDSON (1981)
 FF1022
 FF1022                         *CURRENT SURVEY CONTROL
 FF1022  ___________________________________________________________________
 FF1022* NAD 83(1986)-  35 03 27.     (N)    090 16 53.     (W)     SCALED    
 FF1022* NAVD 88     -        71.242  (meters)     233.73   (feet)  ADJUSTED  
 FF1022  ___________________________________________________________________
 FF1022  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF1022  DYNAMIC HT  -          71.177 (meters)     233.52  (feet)  COMP
 FF1022  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 FF1022
 FF1022  VERT ORDER  -  FIRST     CLASS II
 FF1022
 FF1022.The horizontal coordinates were scaled from a topographic map and have
 FF1022.an estimated accuracy of +/- 6 seconds.
 FF1022
 FF1022.The orthometric height was determined by differential leveling
 FF1022.and adjusted by the National Geodetic Survey in June 1991..
 FF1022
 FF1022.The geoid height was determined by GEOID03.
 FF1022
 FF1022.The dynamic height is computed by dividing the NAVD 88
 FF1022.geopotential number by the normal gravity value computed on the
 FF1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1022.degrees latitude (g = 980.6199 gals.).
 FF1022
 FF1022.The modeled gravity was interpolated from observed gravity values.
 FF1022
 FF1022;                    North         East    Units  Estimated Accuracy
 FF1022;SPC AR N     -    81,710.      556,770.      MT  (+/- 180 meters Scaled)
 FF1022
 FF1022                          SUPERSEDED SURVEY CONTROL
 FF1022
 FF1022  NGVD 29 (??/??/??)   71.239  (m)          233.72   (f) ADJUSTED    1 2
 FF1022
 FF1022.Superseded values are not recommended for survey control.
 FF1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1022.See file dsdata.txt to determine how the superseded data were derived.
 FF1022
 FF1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU479828(NAD 83)
 FF1022_MARKER: DB = BENCH MARK DISK
 FF1022_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1022+WITH SETTING: INTO GROUND
 FF1022_SP_SET: METAL ROD WITH BASE PLATE
 FF1022_STAMPING: C 218 X 1976
 FF1022_MARK LOGO: NGS   
 FF1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1022+STABILITY: SURFACE MOTION
 FF1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1022+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FF1022
 FF1022  HISTORY     - Date     Condition        Report By
 FF1022  HISTORY     - 1976     MONUMENTED       NGS
 FF1022  HISTORY     - 20000901 GOOD             USE
 FF1022
 FF1022                          STATION DESCRIPTION
 FF1022
 FF1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1022'13.3 MI SOUTH FROM WEST MEMPHIS.
 FF1022'13.3 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1022'HIGHWAY 55 AT WEST MEMPHIS, ALSO ABOUT 1 MILE SOUTHEAST OF MIDWAY
 FF1022'CORNER, 50 YARDS EAST OF A GATE ON TOP OF LEVEE, 1 FOOT EAST OF
 FF1022'MILEPOST 164/165, AND 18 FEET NORTH OF THE CENTER LINE OF THE
 FF1022'LEVEE.  A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A
 FF1022'DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET WEST OF A WITNESS
 FF1022'POST.
 FF1022
 FF1022                          STATION RECOVERY (2000)
 FF1022
 FF1022'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0195 ***********************************************************************
 EH0195  DESIGNATION -  C 219
 EH0195  PID         -  EH0195
 EH0195  STATE/COUNTY-  AR/CRITTENDEN
 EH0195  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0195
 EH0195                         *CURRENT SURVEY CONTROL
 EH0195  ___________________________________________________________________
 EH0195* NAD 83(1986)-  34 58 06.     (N)    090 17 38.     (W)     SCALED    
 EH0195* NAVD 88     -        64.642  (meters)     212.08   (feet)  ADJUSTED  
 EH0195  ___________________________________________________________________
 EH0195  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH0195  DYNAMIC HT  -          64.583 (meters)     211.89  (feet)  COMP
 EH0195  MODELED GRAV-     979,715.9   (mgal)                       NAVD 88
 EH0195
 EH0195  VERT ORDER  -  FIRST     CLASS II
 EH0195
 EH0195.The horizontal coordinates were scaled from a topographic map and have
 EH0195.an estimated accuracy of +/- 6 seconds.
 EH0195
 EH0195.The orthometric height was determined by differential leveling
 EH0195.and adjusted by the National Geodetic Survey in June 1991..
 EH0195
 EH0195.The geoid height was determined by GEOID03.
 EH0195
 EH0195.The dynamic height is computed by dividing the NAVD 88
 EH0195.geopotential number by the normal gravity value computed on the
 EH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0195.degrees latitude (g = 980.6199 gals.).
 EH0195
 EH0195.The modeled gravity was interpolated from observed gravity values.
 EH0195
 EH0195;                    North         East    Units  Estimated Accuracy
 EH0195;SPC AR N     -    71,800.      555,800.      MT  (+/- 180 meters Scaled)
 EH0195
 EH0195                          SUPERSEDED SURVEY CONTROL
 EH0195
 EH0195  NGVD 29 (??/??/??)   64.651  (m)          212.11   (f) ADJUSTED    1 2
 EH0195
 EH0195.Superseded values are not recommended for survey control.
 EH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0195.See file dsdata.txt to determine how the superseded data were derived.
 EH0195
 EH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU470728(NAD 83)
 EH0195_MARKER: DB = BENCH MARK DISK
 EH0195_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0195_SP_SET: 27 FEET
 EH0195_STAMPING: C 219 1976
 EH0195_MARK LOGO: NGS   
 EH0195_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0195+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 EH0195
 EH0195  HISTORY     - Date     Condition        Report By
 EH0195  HISTORY     - 1976     MONUMENTED       NGS
 EH0195  HISTORY     - 20001010 GOOD             USE
 EH0195
 EH0195                          STATION DESCRIPTION
 EH0195
 EH0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0195'22.6 MI S FROM WEST MEMPHIS.
 EH0195'22.6 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE HIGHWAY
 EH0195'55 AT WEST MEMPHIS, ALSO ABOUT 1 MILE SOUTHEAST OF PICKNEY, 141 FEET
 EH0195'SOUTHWEST OF THE CENTER LINE OF THE LEVEE, 120 FEET WEST OF MILEPOST
 EH0195'173/174, 300 FEET SOUTHEAST OF A FENCE CROSSING THE LEVEE AND SET AT
 EH0195'THE TOE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0195'DEPTH OF 27 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  40 FEET
 EH0195'BELOW LEVEE 2 FEET NORTHEAST OF A WITNESS POST.
 EH0195
 EH0195                          STATION RECOVERY (2000)
 EH0195
 EH0195'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0195'RECOVERED IN GOOD CONDITION.  NOTE- DESCRIBED AS A DISC ON ROD.  MARK
 EH0195'IS ROD ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0134 ***********************************************************************
 EK0134  DESIGNATION -  C 22
 EK0134  PID         -  EK0134
 EK0134  STATE/COUNTY-  AR/SEVIER
 EK0134  USGS QUAD   -  DE QUEEN (1966)
 EK0134
 EK0134                         *CURRENT SURVEY CONTROL
 EK0134  ___________________________________________________________________
 EK0134* NAD 83(1986)-  34 02 13.     (N)    094 20 26.     (W)     SCALED    
 EK0134* NAVD 88     -       131.487  (meters)     431.39   (feet)  ADJUSTED  
 EK0134  ___________________________________________________________________
 EK0134  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EK0134  DYNAMIC HT  -         131.353 (meters)     430.95  (feet)  COMP
 EK0134  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 EK0134
 EK0134  VERT ORDER  -  FIRST     CLASS II
 EK0134
 EK0134.The horizontal coordinates were scaled from a topographic map and have
 EK0134.an estimated accuracy of +/- 6 seconds.
 EK0134
 EK0134.The orthometric height was determined by differential leveling
 EK0134.and adjusted by the National Geodetic Survey in June 1991..
 EK0134
 EK0134.The geoid height was determined by GEOID03.
 EK0134
 EK0134.The dynamic height is computed by dividing the NAVD 88
 EK0134.geopotential number by the normal gravity value computed on the
 EK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0134.degrees latitude (g = 980.6199 gals.).
 EK0134
 EK0134.The modeled gravity was interpolated from observed gravity values.
 EK0134
 EK0134;                    North         East    Units  Estimated Accuracy
 EK0134;SPC AR S     -   554,450.      183,900.      MT  (+/- 180 meters Scaled)
 EK0134
 EK0134                          SUPERSEDED SURVEY CONTROL
 EK0134
 EK0134  NGVD 29 (??/??/92)  131.536  (m)          431.55   (f) ADJ UNCH    1 2
 EK0134
 EK0134.Superseded values are not recommended for survey control.
 EK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0134.See file dsdata.txt to determine how the superseded data were derived.
 EK0134
 EK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT762670(NAD 83)
 EK0134_MARKER: DB = BENCH MARK DISK
 EK0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0134_SP_SET: BUILDING
 EK0134_STAMPING: C-22 1932
 EK0134_MARK LOGO: CGS   
 EK0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0134
 EK0134  HISTORY     - Date     Condition        Report By
 EK0134  HISTORY     - 1932     MONUMENTED       CGS
 EK0134  HISTORY     - 1934     GOOD             NGS
 EK0134  HISTORY     - 1962     GOOD             NGS
 EK0134  HISTORY     - 1985     GOOD             NGS
 EK0134  HISTORY     - 1987     GOOD             USPSQD
 EK0134  HISTORY     - 1988     GOOD             USPSQD
 EK0134  HISTORY     - 1989     GOOD             USPSQD
 EK0134  HISTORY     - 1990     GOOD             USPSQD
 EK0134  HISTORY     - 19920823 GOOD             USPSQD
 EK0134
 EK0134                          STATION DESCRIPTION
 EK0134
 EK0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0134'IN DE QUEEN.
 EK0134'IN THE TOWN OF DE QUEEN, VERTICAL BRONZE TABLET IN EAST WALL OF
 EK0134'SEVIER COUNTY COURTHOUSE, 144 FEET WEST OF CENTERLINE OF THIRD
 EK0134'STREET, 14.9 FEET NORTH OF SOUTHEAST CORNER OF FRONT PROJECTION
 EK0134'OF COURTHOUSE, 5 FEET ABOVE CONCRETE BASE OF LAMP POST, 4.3 FEET
 EK0134'SOUTH OF CENTERLINE OF EAST MAIN ENTRANCE.
 EK0134
 EK0134                          STATION RECOVERY (1962)
 EK0134
 EK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0134'RECOVERED IN GOOD CONDITION.
 EK0134
 EK0134                          STATION RECOVERY (1985)
 EK0134
 EK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0134'RECOVERED IN GOOD CONDITION.
 EK0134
 EK0134                          STATION RECOVERY (1987)
 EK0134
 EK0134'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0134'RECOVERED IN GOOD CONDITION.
 EK0134
 EK0134                          STATION RECOVERY (1988)
 EK0134
 EK0134'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0134'RECOVERED IN GOOD CONDITION.
 EK0134
 EK0134                          STATION RECOVERY (1989)
 EK0134
 EK0134'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0134'RECOVERED IN GOOD CONDITION.
 EK0134
 EK0134                          STATION RECOVERY (1990)
 EK0134
 EK0134'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EK0134'RECOVERED IN GOOD CONDITION.
 EK0134
 EK0134                          STATION RECOVERY (1992)
 EK0134
 EK0134'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 EK0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0701 ***********************************************************************
 EH0701  DESIGNATION -  C 220
 EH0701  PID         -  EH0701
 EH0701  STATE/COUNTY-  AR/PHILLIPS
 EH0701  USGS QUAD   -  MOON LAKE (1964)
 EH0701
 EH0701                         *CURRENT SURVEY CONTROL
 EH0701  ___________________________________________________________________
 EH0701* NAD 83(1986)-  34 29 03.     (N)    090 36 02.     (W)     SCALED    
 EH0701* NAVD 88     -        63.318  (meters)     207.74   (feet)  ADJUSTED  
 EH0701  ___________________________________________________________________
 EH0701  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0701  DYNAMIC HT  -          63.256 (meters)     207.53  (feet)  COMP
 EH0701  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 EH0701
 EH0701  VERT ORDER  -  FIRST     CLASS II
 EH0701
 EH0701.The horizontal coordinates were scaled from a topographic map and have
 EH0701.an estimated accuracy of +/- 6 seconds.
 EH0701
 EH0701.The orthometric height was determined by differential leveling
 EH0701.and adjusted by the National Geodetic Survey in June 1991..
 EH0701.WARNING-Repeat measurements at this control monument indicate possible
 EH0701.vertical movement.
 EH0701
 EH0701.The geoid height was determined by GEOID03.
 EH0701
 EH0701.The dynamic height is computed by dividing the NAVD 88
 EH0701.geopotential number by the normal gravity value computed on the
 EH0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0701.degrees latitude (g = 980.6199 gals.).
 EH0701
 EH0701.The modeled gravity was interpolated from observed gravity values.
 EH0701
 EH0701;                    North         East    Units  Estimated Accuracy
 EH0701;SPC AR S     -   602,470.      528,540.      MT  (+/- 180 meters Scaled)
 EH0701
 EH0701                          SUPERSEDED SURVEY CONTROL
 EH0701
 EH0701  NGVD 29 (??/??/??)   63.352  (m)          207.85   (f) ADJUSTED    1 2
 EH0701
 EH0701.Superseded values are not recommended for survey control.
 EH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0701.See file dsdata.txt to determine how the superseded data were derived.
 EH0701
 EH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU203184(NAD 83)
 EH0701_MARKER: DB = BENCH MARK DISK
 EH0701_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0701+WITH SETTING: INTO GROUND
 EH0701_STAMPING: C 220 1976
 EH0701_MARK LOGO: NGS   
 EH0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0701+STABILITY: SURFACE MOTION
 EH0701
 EH0701  HISTORY     - Date     Condition        Report By
 EH0701  HISTORY     - 1976     MONUMENTED       NGS
 EH0701  HISTORY     - 1985     GOOD             NGS
 EH0701  HISTORY     - 20010619 GOOD             NGS
 EH0701
 EH0701                          STATION DESCRIPTION
 EH0701
 EH0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0701'3.3 MI S FROM HELENA.
 EH0701'3.3 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0701'HELENA, 16 FEET WEST OF THE CENTER LINE OF THE LEVEE, AND 1.5 FEET
 EH0701'EAST OF MILEPOST 4/5.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0701'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  1 FOOT NORTH
 EH0701'OF A WITNESS POST.
 EH0701
 EH0701                          STATION RECOVERY (1985)
 EH0701
 EH0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0701'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO FIBERGLASS WITNESS
 EH0701'POSTS.
 EH0701
 EH0701                          STATION RECOVERY (2001)
 EH0701
 EH0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 EH0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0733 ***********************************************************************
 EH0733  DESIGNATION -  C 221
 EH0733  PID         -  EH0733
 EH0733  STATE/COUNTY-  AR/PHILLIPS
 EH0733  USGS QUAD   -  ELAINE (1982)
 EH0733
 EH0733                         *CURRENT SURVEY CONTROL
 EH0733  ___________________________________________________________________
 EH0733* NAD 83(1986)-  34 15 14.     (N)    090 51 05.     (W)     SCALED    
 EH0733* NAVD 88     -        58.742  (meters)     192.72   (feet)  ADJUSTED  
 EH0733  ___________________________________________________________________
 EH0733  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH0733  DYNAMIC HT  -          58.684 (meters)     192.53  (feet)  COMP
 EH0733  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EH0733
 EH0733  VERT ORDER  -  FIRST     CLASS II
 EH0733
 EH0733.The horizontal coordinates were scaled from a topographic map and have
 EH0733.an estimated accuracy of +/- 6 seconds.
 EH0733
 EH0733.The orthometric height was determined by differential leveling
 EH0733.and adjusted by the National Geodetic Survey in June 1991..
 EH0733
 EH0733.The geoid height was determined by GEOID03.
 EH0733
 EH0733.The dynamic height is computed by dividing the NAVD 88
 EH0733.geopotential number by the normal gravity value computed on the
 EH0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0733.degrees latitude (g = 980.6199 gals.).
 EH0733
 EH0733.The modeled gravity was interpolated from observed gravity values.
 EH0733
 EH0733;                    North         East    Units  Estimated Accuracy
 EH0733;SPC AR S     -   576,640.      505,790.      MT  (+/- 180 meters Scaled)
 EH0733
 EH0733                          SUPERSEDED SURVEY CONTROL
 EH0733
 EH0733  NGVD 29 (??/??/??)   58.815  (m)          192.96   (f) ADJUSTED    1 2
 EH0733
 EH0733.Superseded values are not recommended for survey control.
 EH0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0733.See file dsdata.txt to determine how the superseded data were derived.
 EH0733
 EH0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT978923(NAD 83)
 EH0733_MARKER: DB = BENCH MARK DISK
 EH0733_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0733+WITH SETTING: INTO GROUND
 EH0733_STAMPING: C 221 1976
 EH0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0733+STABILITY: SURFACE MOTION
 EH0733
 EH0733  HISTORY     - Date     Condition        Report By
 EH0733  HISTORY     - 1976     MONUMENTED       NGS
 EH0733  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH0733
 EH0733                          STATION DESCRIPTION
 EH0733
 EH0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0733'7.4 MI N FROM MELLWOOD.
 EH0733'7.4 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0733'MELLWOOD, 0.2 MILE WEST OF AN OFF RAMP, AND 13 FEET NORTHWEST OF THE
 EH0733'CENTER LINE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 EH0733'TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET
 EH0733'BELOW LEVEE 1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0733
 EH0733                          STATION RECOVERY (1985)
 EH0733
 EH0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0733'NOT RECOVERED, INADEQUATED DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0977 ***********************************************************************
 EH0977  DESIGNATION -  C 222
 EH0977  PID         -  EH0977
 EH0977  STATE/COUNTY-  AR/LEE
 EH0977  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0977
 EH0977                         *CURRENT SURVEY CONTROL
 EH0977  ___________________________________________________________________
 EH0977* NAD 83(1986)-  34 44 55.     (N)    090 33 52.     (W)     SCALED    
 EH0977* NAVD 88     -        61.820  (meters)     202.82   (feet)  ADJUSTED  
 EH0977  ___________________________________________________________________
 EH0977  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0977  DYNAMIC HT  -          61.762 (meters)     202.63  (feet)  COMP
 EH0977  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 EH0977
 EH0977  VERT ORDER  -  FIRST     CLASS II
 EH0977
 EH0977.The horizontal coordinates were scaled from a topographic map and have
 EH0977.an estimated accuracy of +/- 6 seconds.
 EH0977
 EH0977.The orthometric height was determined by differential leveling
 EH0977.and adjusted by the National Geodetic Survey in June 1991..
 EH0977
 EH0977.The geoid height was determined by GEOID03.
 EH0977
 EH0977.The dynamic height is computed by dividing the NAVD 88
 EH0977.geopotential number by the normal gravity value computed on the
 EH0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0977.degrees latitude (g = 980.6199 gals.).
 EH0977
 EH0977.The modeled gravity was interpolated from observed gravity values.
 EH0977
 EH0977;                    North         East    Units  Estimated Accuracy
 EH0977;SPC AR S     -   631,840.      531,440.      MT  (+/- 180 meters Scaled)
 EH0977
 EH0977                          SUPERSEDED SURVEY CONTROL
 EH0977
 EH0977  NGVD 29 (??/??/??)   61.847  (m)          202.91   (f) ADJUSTED    1 2
 EH0977
 EH0977.Superseded values are not recommended for survey control.
 EH0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0977.See file dsdata.txt to determine how the superseded data were derived.
 EH0977
 EH0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU229478(NAD 83)
 EH0977_MARKER: DB = BENCH MARK DISK
 EH0977_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0977_SP_SET: 18 FT.
 EH0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0977+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0977
 EH0977  HISTORY     - Date     Condition        Report By
 EH0977  HISTORY     - 1976     MONUMENTED       NGS
 EH0977  HISTORY     - 1976     GOOD             NGS
 EH0977  HISTORY     - 20030318 GOOD             USACE
 EH0977
 EH0977                          STATION DESCRIPTION
 EH0977
 EH0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0977'1.75 MI S FROM WHITEHALL.
 EH0977'1.75 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0977'WHITEHALL, 83 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, 64 FEET
 EH0977'NORTHWEST OF MILE POST 207/208 AND IS SET AT THE TOE OF THE LEVEE.  A
 EH0977'DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 18 FEET ENCASED
 EH0977'IN A PIPE PROJECTING +0 INCHES.  40 FEET BELOW LEVEE 2 FEET NORTHEAST
 EH0977'OF A WITNESS POST.
 EH0977
 EH0977                          STATION RECOVERY (2003)
 EH0977
 EH0977'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0977'NO DISK, MARK IS STAINLESS STEEL ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0761 ***********************************************************************
 EH0761  DESIGNATION -  C 223
 EH0761  PID         -  EH0761
 EH0761  STATE/COUNTY-  AR/DESHA
 EH0761  USGS QUAD   -  LACONIA (1982)
 EH0761
 EH0761                         *CURRENT SURVEY CONTROL
 EH0761  ___________________________________________________________________
 EH0761* NAD 83(1986)-  34 05 46.     (N)    090 56 12.     (W)     SCALED    
 EH0761* NAVD 88     -        56.289  (meters)     184.67   (feet)  ADJUSTED  
 EH0761  ___________________________________________________________________
 EH0761  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0761  DYNAMIC HT  -          56.233 (meters)     184.49  (feet)  COMP
 EH0761  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 EH0761
 EH0761  VERT ORDER  -  FIRST     CLASS II
 EH0761
 EH0761.The horizontal coordinates were scaled from a topographic map and have
 EH0761.an estimated accuracy of +/- 6 seconds.
 EH0761
 EH0761.The orthometric height was determined by differential leveling
 EH0761.and adjusted by the National Geodetic Survey in June 1991..
 EH0761
 EH0761.The geoid height was determined by GEOID03.
 EH0761
 EH0761.The dynamic height is computed by dividing the NAVD 88
 EH0761.geopotential number by the normal gravity value computed on the
 EH0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0761.degrees latitude (g = 980.6199 gals.).
 EH0761
 EH0761.The modeled gravity was interpolated from observed gravity values.
 EH0761
 EH0761;                    North         East    Units  Estimated Accuracy
 EH0761;SPC AR S     -   559,050.      498,120.      MT  (+/- 180 meters Scaled)
 EH0761
 EH0761                          SUPERSEDED SURVEY CONTROL
 EH0761
 EH0761  NGVD 29 (??/??/??)   56.338  (m)          184.84   (f) ADJUSTED    1 2
 EH0761
 EH0761.Superseded values are not recommended for survey control.
 EH0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0761.See file dsdata.txt to determine how the superseded data were derived.
 EH0761
 EH0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT903747(NAD 83)
 EH0761_MARKER: DB = BENCH MARK DISK
 EH0761_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0761_SP_SET: 104 FT.
 EH0761_STAMPING: C 223 1976
 EH0761_MARK LOGO: NGS   
 EH0761_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0761+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH0761
 EH0761  HISTORY     - Date     Condition        Report By
 EH0761  HISTORY     - 1976     MONUMENTED       NGS
 EH0761  HISTORY     - 1985     GOOD             NGS
 EH0761  HISTORY     - 20001011 GOOD             USE
 EH0761
 EH0761                          STATION DESCRIPTION
 EH0761
 EH0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0761'11.8 MI S FROM MELLWOOD.
 EH0761'11.8 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0761'MELLWOOD, 0.2 MILE EAST OF A CATTLE GUARD, 19 FEET SOUTHWEST OF THE
 EH0761'CENTER LINE OF THE LEVEE, AND AT THE JUNCTION OF A DIRT ROAD LEADING
 EH0761'NORTHEAST.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF
 EH0761'104 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  1 FOOT BELOW LEVEE 1
 EH0761'FOOT NORTHWEST OF A WITNESS POST.
 EH0761
 EH0761                          STATION RECOVERY (1985)
 EH0761
 EH0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0761'RECOVERED IN GOOD CONDITION.
 EH0761
 EH0761                          STATION RECOVERY (2000)
 EH0761
 EH0761'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1044 ***********************************************************************
 EH1044  DESIGNATION -  C 224
 EH1044  PID         -  EH1044
 EH1044  STATE/COUNTY-  AR/PHILLIPS
 EH1044  USGS QUAD   -  MARVELL (1971)
 EH1044
 EH1044                         *CURRENT SURVEY CONTROL
 EH1044  ___________________________________________________________________
 EH1044* NAD 83(1986)-  34 31 58.     (N)    090 57 21.     (W)     SCALED    
 EH1044* NAVD 88     -        56.774  (meters)     186.27   (feet)  ADJUSTED  
 EH1044  ___________________________________________________________________
 EH1044  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH1044  DYNAMIC HT  -          56.719 (meters)     186.09  (feet)  COMP
 EH1044  MODELED GRAV-     979,672.7   (mgal)                       NAVD 88
 EH1044
 EH1044  VERT ORDER  -  FIRST     CLASS II
 EH1044
 EH1044.The horizontal coordinates were scaled from a topographic map and have
 EH1044.an estimated accuracy of +/- 6 seconds.
 EH1044
 EH1044.The orthometric height was determined by differential leveling
 EH1044.and adjusted by the National Geodetic Survey in August 1993..
 EH1044
 EH1044.The geoid height was determined by GEOID03.
 EH1044
 EH1044.The dynamic height is computed by dividing the NAVD 88
 EH1044.geopotential number by the normal gravity value computed on the
 EH1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1044.degrees latitude (g = 980.6199 gals.).
 EH1044
 EH1044.The modeled gravity was interpolated from observed gravity values.
 EH1044
 EH1044;                    North         East    Units  Estimated Accuracy
 EH1044;SPC AR S     -   607,470.      495,850.      MT  (+/- 180 meters Scaled)
 EH1044
 EH1044                          SUPERSEDED SURVEY CONTROL
 EH1044
 EH1044  NAVD 88 (06/15/91)   56.769  (m)          186.25   (f) UNKNOWN     1 2
 EH1044  NGVD 29 (??/??/??)   56.808  (m)          186.38   (f) ADJUSTED    1 2
 EH1044
 EH1044.Superseded values are not recommended for survey control.
 EH1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1044.See file dsdata.txt to determine how the superseded data were derived.
 EH1044
 EH1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU876231(NAD 83)
 EH1044_MARKER: DB = BENCH MARK DISK
 EH1044_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1044+WITH SETTING: INTO GROUND
 EH1044_STAMPING: C 224 1976
 EH1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1044+STABILITY: SURFACE MOTION
 EH1044
 EH1044  HISTORY     - Date     Condition        Report By
 EH1044  HISTORY     - 1976     MONUMENTED       NGS
 EH1044  HISTORY     - 20020330 MARK NOT FOUND   USACE
 EH1044
 EH1044                          STATION DESCRIPTION
 EH1044
 EH1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1044'2.5 MI SW FROM MARVELL.
 EH1044'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH1044'MISSOURI PACIFIC RAILROAD AT MARVELL, AT THE JUNCTION OF STATE HIGHWAY
 EH1044'318, 76.7 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 1, 125.8 FEET
 EH1044'SOUTHWEST OF THE CENTER OF THE JUNCTION, 132.4 FEET SOUTH OF THE
 EH1044'CENTERLINE OF A GRAVEL ROAD LEADING WEST, AND 3.7 FEET SOUTHWEST OF A
 EH1044'POWER POLE WITH A GYY WIRE.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH1044'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +2 INCHES. 1
 EH1044'FOOT BELOW HIGHWAY 11 FEET NORTH OF A WITNESS POST.
 EH1044
 EH1044                          STATION RECOVERY (2002)
 EH1044
 EH1044'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1448 ***********************************************************************
 EH1448  DESIGNATION -  C 225
 EH1448  PID         -  EH1448
 EH1448  STATE/COUNTY-  AR/DESHA
 EH1448  USGS QUAD   -  SNOW LAKE (1967)
 EH1448
 EH1448                         *CURRENT SURVEY CONTROL
 EH1448  ___________________________________________________________________
 EH1448* NAD 83(1986)-  34 00 53.     (N)    091 06 36.     (W)     SCALED    
 EH1448* NAVD 88     -        51.406  (meters)     168.65   (feet)  ADJUSTED  
 EH1448  ___________________________________________________________________
 EH1448  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH1448  DYNAMIC HT  -          51.354 (meters)     168.48  (feet)  COMP
 EH1448  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 EH1448
 EH1448  VERT ORDER  -  FIRST     CLASS II
 EH1448
 EH1448.The horizontal coordinates were scaled from a topographic map and have
 EH1448.an estimated accuracy of +/- 6 seconds.
 EH1448
 EH1448.The orthometric height was determined by differential leveling
 EH1448.and adjusted by the National Geodetic Survey in June 1991..
 EH1448
 EH1448.The geoid height was determined by GEOID03.
 EH1448
 EH1448.The dynamic height is computed by dividing the NAVD 88
 EH1448.geopotential number by the normal gravity value computed on the
 EH1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1448.degrees latitude (g = 980.6199 gals.).
 EH1448
 EH1448.The modeled gravity was interpolated from observed gravity values.
 EH1448
 EH1448;                    North         East    Units  Estimated Accuracy
 EH1448;SPC AR S     -   549,870.      482,200.      MT  (+/- 180 meters Scaled)
 EH1448
 EH1448                          SUPERSEDED SURVEY CONTROL
 EH1448
 EH1448  NGVD 29 (??/??/??)   51.459  (m)          168.83   (f) ADJUSTED    1 2
 EH1448
 EH1448.Superseded values are not recommended for survey control.
 EH1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1448.See file dsdata.txt to determine how the superseded data were derived.
 EH1448
 EH1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT745653(NAD 83)
 EH1448_MARKER: DB = BENCH MARK DISK
 EH1448_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1448+WITH SETTING: INTO GROUND
 EH1448_STAMPING: C 225 1976
 EH1448_MARK LOGO: NGS   
 EH1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1448+STABILITY: SURFACE MOTION
 EH1448
 EH1448  HISTORY     - Date     Condition        Report By
 EH1448  HISTORY     - 1976     MONUMENTED       NGS
 EH1448  HISTORY     - 1985     GOOD             NGS
 EH1448
 EH1448                          STATION DESCRIPTION
 EH1448
 EH1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1448'6.0 MI SW FROM SNOW LAKE.
 EH1448'6.0 MILES SOUTHWEST ALONG THE MISSOURIA PACIFIC RAILROAD FROM THE
 EH1448'CROSSING AT SNOW LAKE, AT THE MOZART HUNTING CLUB, AT THE WEST END OF
 EH1448'A WOODEN RAILROAD BRIDGE OVER A DIRT ROAD LEADING SOUTH TO THE HUNTING
 EH1448'CLUB, 44.0 FEET SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE, 13.9
 EH1448'FEET SOUTH OF THE SOUTH RAIL.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH1448'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +3 INCHES. 1
 EH1448'FOOT BELOW RAIL 2 FEET NORTH OF A WITNESS POST.
 EH1448
 EH1448                          STATION RECOVERY (1985)
 EH1448
 EH1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1322 ***********************************************************************
 EH1322  DESIGNATION -  C 226
 EH1322  PID         -  EH1322
 EH1322  STATE/COUNTY-  AR/ARKANSAS
 EH1322  USGS QUAD   -  TICHNOR (1972)
 EH1322
 EH1322                         *CURRENT SURVEY CONTROL
 EH1322  ___________________________________________________________________
 EH1322* NAD 83(1986)-  34 09 50.     (N)    091 21 56.     (W)     SCALED    
 EH1322* NAVD 88     -        56.800  (meters)     186.35   (feet)  ADJUSTED  
 EH1322  ___________________________________________________________________
 EH1322  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EH1322  DYNAMIC HT  -          56.744 (meters)     186.17  (feet)  COMP
 EH1322  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 EH1322
 EH1322  VERT ORDER  -  FIRST     CLASS II
 EH1322
 EH1322.The horizontal coordinates were scaled from a topographic map and have
 EH1322.an estimated accuracy of +/- 6 seconds.
 EH1322
 EH1322.The orthometric height was determined by differential leveling
 EH1322.and adjusted by the National Geodetic Survey in August 1993..
 EH1322
 EH1322.The geoid height was determined by GEOID03.
 EH1322
 EH1322.The dynamic height is computed by dividing the NAVD 88
 EH1322.geopotential number by the normal gravity value computed on the
 EH1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1322.degrees latitude (g = 980.6199 gals.).
 EH1322
 EH1322.The modeled gravity was interpolated from observed gravity values.
 EH1322
 EH1322;                    North         East    Units  Estimated Accuracy
 EH1322;SPC AR S     -   566,240.      458,500.      MT  (+/- 180 meters Scaled)
 EH1322
 EH1322                          SUPERSEDED SURVEY CONTROL
 EH1322
 EH1322  NAVD 88 (06/15/91)   56.775  (m)          186.27   (f) UNKNOWN     1 2
 EH1322  NGVD 29 (??/??/??)   56.841  (m)          186.49   (f) ADJUSTED    1 2
 EH1322
 EH1322.Superseded values are not recommended for survey control.
 EH1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1322.See file dsdata.txt to determine how the superseded data were derived.
 EH1322
 EH1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT506815(NAD 83)
 EH1322_MARKER: DB = BENCH MARK DISK
 EH1322_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1322+WITH SETTING: INTO GROUND
 EH1322_STAMPING: C 226 1976
 EH1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1322+STABILITY: SURFACE MOTION
 EH1322
 EH1322  HISTORY     - Date     Condition        Report By
 EH1322  HISTORY     - 1976     MONUMENTED       NGS
 EH1322  HISTORY     - 20030416 POOR             USACE
 EH1322
 EH1322                          STATION DESCRIPTION
 EH1322
 EH1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1322'3.1 MI N FROM GILLETT.
 EH1322'3.1 MILES NORTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE
 EH1322'JUNCTION OF FRONT STREET AT GILLETT, AT THE SOUTHEAST CORNER OF THE
 EH1322'JUNCTION OF THE RAILROAD AND A GRAVEL ROAD, 61 FEET EAST OF THE EAST
 EH1322'RAIL, 26 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 18.5 FEET
 EH1322'EAST OF THE CENTERLINE OF A DIRT ROAD THAT PARALLELS THE TRACK, AND 4
 EH1322'FEET EAST OF A POWER LINE POLE.  A DISK ON TOP OF A COPPER-COATED
 EH1322'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +2 INCHES.
 EH1322'ABOUT LEVEL WITH RAIL 5 FEET NORTHEAST OF A WITNESS POST.
 EH1322
 EH1322                          STATION RECOVERY (2003)
 EH1322
 EH1322'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1322'ROD WAS FOUND AT EDGE OF DITCH, DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0811 ***********************************************************************
 DL0811  DESIGNATION -  C 23
 DL0811  PID         -  DL0811
 DL0811  STATE/COUNTY-  AR/MILLER
 DL0811  USGS QUAD   -  GARLAND (1975)
 DL0811
 DL0811                         *CURRENT SURVEY CONTROL
 DL0811  ___________________________________________________________________
 DL0811* NAD 83(1986)-  33 21 45.     (N)    093 42 29.     (W)     SCALED    
 DL0811* NAVD 88     -        71.517  (meters)     234.64   (feet)  ADJUSTED  
 DL0811  ___________________________________________________________________
 DL0811  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL0811  DYNAMIC HT  -          71.441 (meters)     234.39  (feet)  COMP
 DL0811  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DL0811
 DL0811  VERT ORDER  -  FIRST     CLASS II
 DL0811
 DL0811.The horizontal coordinates were scaled from a topographic map and have
 DL0811.an estimated accuracy of +/- 6 seconds.
 DL0811
 DL0811.The orthometric height was determined by differential leveling
 DL0811.and adjusted by the National Geodetic Survey in June 1991..
 DL0811
 DL0811.The geoid height was determined by GEOID03.
 DL0811
 DL0811.The dynamic height is computed by dividing the NAVD 88
 DL0811.geopotential number by the normal gravity value computed on the
 DL0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0811.degrees latitude (g = 980.6199 gals.).
 DL0811
 DL0811.The modeled gravity was interpolated from observed gravity values.
 DL0811
 DL0811;                    North         East    Units  Estimated Accuracy
 DL0811;SPC AR S     -   478,500.      241,040.      MT  (+/- 180 meters Scaled)
 DL0811
 DL0811                          SUPERSEDED SURVEY CONTROL
 DL0811
 DL0811  NGVD 29 (??/??/92)   71.563  (m)          234.79   (f) ADJ UNCH    1 2
 DL0811
 DL0811.Superseded values are not recommended for survey control.
 DL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0811.See file dsdata.txt to determine how the superseded data were derived.
 DL0811
 DL0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS341916(NAD 83)
 DL0811_MARKER: DB = BENCH MARK DISK
 DL0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0811_STAMPING: C 23 1932
 DL0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0811+STABILITY: SURFACE MOTION
 DL0811
 DL0811  HISTORY     - Date     Condition        Report By
 DL0811  HISTORY     - 1932     MONUMENTED       CGS
 DL0811  HISTORY     - 1963     GOOD             NGS
 DL0811  HISTORY     - 1985     MARK NOT FOUND   NGS
 DL0811
 DL0811                          STATION DESCRIPTION
 DL0811
 DL0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0811'IN GARLAND CITY.
 DL0811'AT GARLAND CITY, MILLER COUNTY, 57 FEET NORTH OF THE ST. LOUIS
 DL0811'SOUTHWESTERN RAILWAY STATION, 12 FEET EAST OF THE PORLONGATION OF THE
 DL0811'WEST END OF THE STATION, 11 FEET EAST OF A LARGE TREE, AND ABOUT 10
 DL0811'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 234.786 C 23 1932
 DL0811'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- FROM THE CONCRETE
 DL0811'FOUNDATION OF THE FORMER RAILROAD STATION AND FROM A LARGE OAK TREE.
 DL0811'THE MARK IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 DL0811
 DL0811                          STATION RECOVERY (1985)
 DL0811
 DL0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1397 ***********************************************************************
 EJ1397  DESIGNATION -  C 24
 EJ1397  PID         -  EJ1397
 EJ1397  STATE/COUNTY-  AR/MONTGOMERY
 EJ1397  USGS QUAD   -  MOUNT IDA (1986)
 EJ1397
 EJ1397                         *CURRENT SURVEY CONTROL
 EJ1397  ___________________________________________________________________
 EJ1397* NAD 83(1986)-  34 30 23.     (N)    093 40 59.     (W)     SCALED    
 EJ1397* NAVD 88     -       259.666  (meters)     851.92   (feet)  ADJUSTED  
 EJ1397  ___________________________________________________________________
 EJ1397  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EJ1397  DYNAMIC HT  -         259.403 (meters)     851.06  (feet)  COMP
 EJ1397  MODELED GRAV-     979,613.9   (mgal)                       NAVD 88
 EJ1397
 EJ1397  VERT ORDER  -  SECOND    CLASS 0
 EJ1397
 EJ1397.The horizontal coordinates were scaled from a topographic map and have
 EJ1397.an estimated accuracy of +/- 6 seconds.
 EJ1397
 EJ1397.The orthometric height was determined by differential leveling
 EJ1397.and adjusted by the National Geodetic Survey in June 1991..
 EJ1397
 EJ1397.The geoid height was determined by GEOID03.
 EJ1397
 EJ1397.The dynamic height is computed by dividing the NAVD 88
 EJ1397.geopotential number by the normal gravity value computed on the
 EJ1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1397.degrees latitude (g = 980.6199 gals.).
 EJ1397
 EJ1397.The modeled gravity was interpolated from observed gravity values.
 EJ1397
 EJ1397;                    North         East    Units  Estimated Accuracy
 EJ1397;SPC AR S     -   605,320.      245,450.      MT  (+/- 180 meters Scaled)
 EJ1397
 EJ1397                          SUPERSEDED SURVEY CONTROL
 EJ1397
 EJ1397  NGVD 29 (??/??/92)  259.614  (m)          851.75   (f) ADJ UNCH    2 0
 EJ1397
 EJ1397.Superseded values are not recommended for survey control.
 EJ1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1397.See file dsdata.txt to determine how the superseded data were derived.
 EJ1397
 EJ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU372185(NAD 83)
 EJ1397_MARKER: DB = BENCH MARK DISK
 EJ1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1397_SP_SET: CULVERT
 EJ1397_STAMPING: 851.750 C 24 1932
 EJ1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1397
 EJ1397  HISTORY     - Date     Condition        Report By
 EJ1397  HISTORY     - 1932     MONUMENTED       CGS
 EJ1397  HISTORY     - 1961     GOOD             NGS
 EJ1397
 EJ1397                          STATION DESCRIPTION
 EJ1397
 EJ1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1397'3.7 MI N FROM NORMAN.
 EJ1397'3.7 MILES NORTH ALONG STATE HIGHWAY 27, FROM NORMAN, MONTGOMERY
 EJ1397'COUNTY, NEAR THE FOOT OF A LONG HILL SLOPING TO THE NORTH, AND IN THE
 EJ1397'EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0993 ***********************************************************************
 DK0993  DESIGNATION -  C 243
 DK0993  PID         -  DK0993
 DK0993  STATE/COUNTY-  AR/DESHA
 DK0993  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0993
 DK0993                         *CURRENT SURVEY CONTROL
 DK0993  ___________________________________________________________________
 DK0993* NAD 83(1986)-  33 35 08.     (N)    091 24 22.     (W)     SCALED    
 DK0993* NAVD 88     -        42.441  (meters)     139.24   (feet)  ADJUSTED  
 DK0993  ___________________________________________________________________
 DK0993  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0993  DYNAMIC HT  -          42.397 (meters)     139.10  (feet)  COMP
 DK0993  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 DK0993
 DK0993  VERT ORDER  -  FIRST     CLASS II
 DK0993
 DK0993.The horizontal coordinates were scaled from a topographic map and have
 DK0993.an estimated accuracy of +/- 6 seconds.
 DK0993
 DK0993.The orthometric height was determined by differential leveling
 DK0993.and adjusted by the National Geodetic Survey in June 1991..
 DK0993
 DK0993.The geoid height was determined by GEOID03.
 DK0993
 DK0993.The dynamic height is computed by dividing the NAVD 88
 DK0993.geopotential number by the normal gravity value computed on the
 DK0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0993.degrees latitude (g = 980.6199 gals.).
 DK0993
 DK0993.The modeled gravity was interpolated from observed gravity values.
 DK0993
 DK0993;                    North         East    Units  Estimated Accuracy
 DK0993;SPC AR S     -   502,080.      455,130.      MT  (+/- 180 meters Scaled)
 DK0993
 DK0993                          SUPERSEDED SURVEY CONTROL
 DK0993
 DK0993  NGVD 29 (??/??/??)   42.559  (m)          139.63   (f) ADJUSTED    1 2
 DK0993
 DK0993.Superseded values are not recommended for survey control.
 DK0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0993.See file dsdata.txt to determine how the superseded data were derived.
 DK0993
 DK0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT479173(NAD 83)
 DK0993_MARKER: DB = BENCH MARK DISK
 DK0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0993_STAMPING: C 243 1939
 DK0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0993+STABILITY: SURFACE MOTION
 DK0993
 DK0993  HISTORY     - Date     Condition        Report By
 DK0993  HISTORY     - 1939     MONUMENTED       CGS
 DK0993  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0993  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0993  HISTORY     - 20031022 MARK NOT FOUND   ARHD
 DK0993
 DK0993                          STATION DESCRIPTION
 DK0993
 DK0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0993'3.3 MI S FROM MCGEHEEE.
 DK0993'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED BETWEEN THE
 DK0993'TRACKS AND THE CENTER LINE OF U.S. HWY NO. 165.  AT THE SOUTH END OF
 DK0993'THE MASONVILLE SIDING.  AT THE FOOT OF TELEGRAPH POLE NO. E 24.  25
 DK0993'FEET EAST OF THE EAST RAIL. 67 FEET NE OF THE SOUTH END OF THE SIDE
 DK0993'TRACKS.  3 RAILS NORTH OF THE CENTER LINE OF THE CROSSING.
 DK0993
 DK0993                          STATION RECOVERY (1977)
 DK0993
 DK0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0993'MARK NOT FOUND.
 DK0993
 DK0993                          STATION RECOVERY (1977)
 DK0993
 DK0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0993'MARK NOT FOUND.
 DK0993
 DK0993                          STATION RECOVERY (2003)
 DK0993
 DK0993'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DK0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0883 ***********************************************************************
 EJ0883  DESIGNATION -  C 244
 EJ0883  PID         -  EJ0883
 EJ0883  STATE/COUNTY-  AR/SALINE
 EJ0883  USGS QUAD   -  LONSDALE NE (1984)
 EJ0883
 EJ0883                         *CURRENT SURVEY CONTROL
 EJ0883  ___________________________________________________________________
 EJ0883* NAD 83(1986)-  34 43 28.     (N)    092 45 08.     (W)     SCALED    
 EJ0883* NAVD 88     -       166.328  (meters)     545.69   (feet)  ADJUSTED  
 EJ0883  ___________________________________________________________________
 EJ0883  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EJ0883  DYNAMIC HT  -         166.167 (meters)     545.17  (feet)  COMP
 EJ0883  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 EJ0883
 EJ0883  VERT ORDER  -  SECOND    CLASS 0
 EJ0883
 EJ0883.The horizontal coordinates were scaled from a topographic map and have
 EJ0883.an estimated accuracy of +/- 6 seconds.
 EJ0883
 EJ0883.The orthometric height was determined by differential leveling
 EJ0883.and adjusted by the National Geodetic Survey in June 1991..
 EJ0883
 EJ0883.The geoid height was determined by GEOID03.
 EJ0883
 EJ0883.The dynamic height is computed by dividing the NAVD 88
 EJ0883.geopotential number by the normal gravity value computed on the
 EJ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0883.degrees latitude (g = 980.6199 gals.).
 EJ0883
 EJ0883.The modeled gravity was interpolated from observed gravity values.
 EJ0883
 EJ0883;                    North         East    Units  Estimated Accuracy
 EJ0883;SPC AR S     -   628,490.      331,100.      MT  (+/- 180 meters Scaled)
 EJ0883
 EJ0883                          SUPERSEDED SURVEY CONTROL
 EJ0883
 EJ0883  NGVD 29 (??/??/92)  166.345  (m)          545.75   (f) ADJ UNCH    2 0
 EJ0883
 EJ0883.Superseded values are not recommended for survey control.
 EJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0883.See file dsdata.txt to determine how the superseded data were derived.
 EJ0883
 EJ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU226425(NAD 83)
 EJ0883_MARKER: DB = BENCH MARK DISK
 EJ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0883_STAMPING: C 244 1939
 EJ0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0883+STABILITY: SURFACE MOTION
 EJ0883
 EJ0883  HISTORY     - Date     Condition        Report By
 EJ0883  HISTORY     - 1939     MONUMENTED       CGS
 EJ0883  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0883
 EJ0883                          STATION DESCRIPTION
 EJ0883
 EJ0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0883'3.8 MI S FROM PARON.
 EJ0883'3.8 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT PARON,
 EJ0883'SALINE COUNTY, 0.5 MILE SOUTHEAST ALONG THE GRADED ROAD LEADING TO
 EJ0883'BLAND, 0.2 MILE SOUTHEAST OF A SMALL WOODEN BRIDGE, AT THE TOP OF A
 EJ0883'HILL, 44.6 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 7.4 FEET
 EJ0883'NORTHWEST OF AN 8-INCH HICKORY TREE WITH A TRIANGULAR BLAZE ON THE
 EJ0883'SOUTHWEST SIDE.  A STANDARD DISK, STAMPED C 244 1939 AND SET IN THE
 EJ0883'TOP OF A CONCRETE POST.
 EJ0883
 EJ0883                          STATION RECOVERY (1998)
 EJ0883
 EJ0883'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0551 ***********************************************************************
 FG0551  DESIGNATION -  C 245
 FG0551  PID         -  FG0551
 FG0551  STATE/COUNTY-  AR/VAN BUREN
 FG0551  USGS QUAD   -  CLINTON (1981)
 FG0551
 FG0551                         *CURRENT SURVEY CONTROL
 FG0551  ___________________________________________________________________
 FG0551* NAD 83(1986)-  35 36 38.     (N)    092 29 29.     (W)     SCALED    
 FG0551* NAVD 88     -       349.884  (meters)    1147.91   (feet)  ADJUSTED  
 FG0551  ___________________________________________________________________
 FG0551  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0551  DYNAMIC HT  -         349.557 (meters)    1146.84  (feet)  COMP
 FG0551  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 FG0551
 FG0551  VERT ORDER  -  SECOND    CLASS 0
 FG0551
 FG0551.The horizontal coordinates were scaled from a topographic map and have
 FG0551.an estimated accuracy of +/- 6 seconds.
 FG0551
 FG0551.The orthometric height was determined by differential leveling
 FG0551.and adjusted by the National Geodetic Survey in June 1991..
 FG0551
 FG0551.The geoid height was determined by GEOID03.
 FG0551
 FG0551.The dynamic height is computed by dividing the NAVD 88
 FG0551.geopotential number by the normal gravity value computed on the
 FG0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0551.degrees latitude (g = 980.6199 gals.).
 FG0551
 FG0551.The modeled gravity was interpolated from observed gravity values.
 FG0551
 FG0551;                    North         East    Units  Estimated Accuracy
 FG0551;SPC AR N     -   141,810.      355,480.      MT  (+/- 180 meters Scaled)
 FG0551
 FG0551                          SUPERSEDED SURVEY CONTROL
 FG0551
 FG0551  NGVD 29 (??/??/92)  349.799  (m)         1147.63   (f) ADJ UNCH    2 0
 FG0551
 FG0551.Superseded values are not recommended for survey control.
 FG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0551.See file dsdata.txt to determine how the superseded data were derived.
 FG0551
 FG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV460408(NAD 83)
 FG0551_MARKER: DB = BENCH MARK DISK
 FG0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0551_STAMPING: C 245 1939
 FG0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0551+STABILITY: SURFACE MOTION
 FG0551
 FG0551  HISTORY     - Date     Condition        Report By
 FG0551  HISTORY     - 1939     MONUMENTED       CGS
 FG0551  HISTORY     - 1973     MARK NOT FOUND   USGS
 FG0551
 FG0551                          STATION DESCRIPTION
 FG0551
 FG0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0551'3.4 MI NW FROM CLINSON.
 FG0551'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 FG0551'CLINTON, VAN BUREN COUNTY, AT THE W. R. PARISHE RESIDENCE, IN THE
 FG0551'SOUTHEAST CORNER OF THE YARD, 69 FEET EAST OF A DRIVE LEADING TO THE
 FG0551'HOUSE, 26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST
 FG0551'OF THE SOUTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED C 245
 FG0551'1939 AND SET IN THE TOP OF A CONCRETE POST.
 FG0551
 FG0551                          STATION RECOVERY (1973)
 FG0551
 FG0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FG0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1140 ***********************************************************************
 FF1140  DESIGNATION -  C 246
 FF1140  PID         -  FF1140
 FF1140  STATE/COUNTY-  AR/JACKSON
 FF1140  USGS QUAD   -  AUVERGNE (1981)
 FF1140
 FF1140                         *CURRENT SURVEY CONTROL
 FF1140  ___________________________________________________________________
 FF1140* NAD 83(1986)-  35 34 42.     (N)    091 09 45.     (W)     SCALED    
 FF1140* NAVD 88     -        68.428  (meters)     224.50   (feet)  ADJUSTED  
 FF1140  ___________________________________________________________________
 FF1140  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF1140  DYNAMIC HT  -          68.368 (meters)     224.30  (feet)  COMP
 FF1140  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 FF1140
 FF1140  VERT ORDER  -  SECOND    CLASS 0
 FF1140
 FF1140.The horizontal coordinates were scaled from a topographic map and have
 FF1140.an estimated accuracy of +/- 6 seconds.
 FF1140
 FF1140.The orthometric height was determined by differential leveling
 FF1140.and adjusted by the National Geodetic Survey in June 1991..
 FF1140
 FF1140.The geoid height was determined by GEOID03.
 FF1140
 FF1140.The dynamic height is computed by dividing the NAVD 88
 FF1140.geopotential number by the normal gravity value computed on the
 FF1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1140.degrees latitude (g = 980.6199 gals.).
 FF1140
 FF1140.The modeled gravity was interpolated from observed gravity values.
 FF1140
 FF1140;                    North         East    Units  Estimated Accuracy
 FF1140;SPC AR N     -   138,450.      475,910.      MT  (+/- 180 meters Scaled)
 FF1140
 FF1140                          SUPERSEDED SURVEY CONTROL
 FF1140
 FF1140  NGVD 29 (??/??/??)   68.363  (m)          224.29   (f) ADJUSTED    2 0
 FF1140
 FF1140.Superseded values are not recommended for survey control.
 FF1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1140.See file dsdata.txt to determine how the superseded data were derived.
 FF1140
 FF1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV664387(NAD 83)
 FF1140_MARKER: DB = BENCH MARK DISK
 FF1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1140_STAMPING: C 246 1938
 FF1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1140+STABILITY: SURFACE MOTION
 FF1140
 FF1140  HISTORY     - Date     Condition        Report By
 FF1140  HISTORY     - 1938     MONUMENTED       CGS
 FF1140  HISTORY     - 1955     GOOD             LOCENG
 FF1140  HISTORY     - 20020920 MARK NOT FOUND   USACE
 FF1140
 FF1140                          STATION DESCRIPTION
 FF1140
 FF1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1140'3.9 MI W FROM AMAGON.
 FF1140'ABOUT 3.9 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FF1140'AT AMAGON, JACKSON COUNTY, ABOUT 1.0 MILE EAST OF THE JUNCTION
 FF1140'WITH STATE HIGHWAY 145, AT THE SCHOOL AT JOHNSTOWN, IN THE
 FF1140'NORTHEAST CORNER OF THE SCHOOLYARD, 126 FEET NORTHEAST OF THE
 FF1140'NORTHEAST CORNER OF THE BUILDING, 67 FEET SOUTHWEST OF A LARGE
 FF1140'LONE OAK TREE, 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FF1140'AND 3.5 FEET FROM A WIRE FENCE.  A STANDARD DISK, STAMPED C
 FF1140'246 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FF1140
 FF1140                          STATION RECOVERY (1955)
 FF1140
 FF1140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 FF1140'RECOVERED IN GOOD CONDITION.
 FF1140
 FF1140                          STATION RECOVERY (2002)
 FF1140
 FF1140'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0034 ***********************************************************************
 DL0034  DESIGNATION -  C 247
 DL0034  PID         -  DL0034
 DL0034  STATE/COUNTY-  AR/CALHOUN
 DL0034  USGS QUAD   -  HAMPTON (1985)
 DL0034
 DL0034                         *CURRENT SURVEY CONTROL
 DL0034  ___________________________________________________________________
 DL0034* NAD 83(1986)-  33 31 56.     (N)    092 22 49.     (W)     SCALED    
 DL0034* NAVD 88     -        61.914  (meters)     203.13   (feet)  ADJUSTED  
 DL0034  ___________________________________________________________________
 DL0034  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL0034  DYNAMIC HT  -          61.850 (meters)     202.92  (feet)  COMP
 DL0034  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 DL0034
 DL0034  VERT ORDER  -  SECOND    CLASS 0
 DL0034
 DL0034.The horizontal coordinates were scaled from a topographic map and have
 DL0034.an estimated accuracy of +/- 6 seconds.
 DL0034
 DL0034.The orthometric height was determined by differential leveling
 DL0034.and adjusted by the National Geodetic Survey in June 1991..
 DL0034
 DL0034.The geoid height was determined by GEOID03.
 DL0034
 DL0034.The dynamic height is computed by dividing the NAVD 88
 DL0034.geopotential number by the normal gravity value computed on the
 DL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0034.degrees latitude (g = 980.6199 gals.).
 DL0034
 DL0034.The modeled gravity was interpolated from observed gravity values.
 DL0034
 DL0034;                    North         East    Units  Estimated Accuracy
 DL0034;SPC AR S     -   496,070.      364,680.      MT  (+/- 180 meters Scaled)
 DL0034
 DL0034                          SUPERSEDED SURVEY CONTROL
 DL0034
 DL0034  NGVD 29 (??/??/92)   61.968  (m)          203.31   (f) ADJ UNCH    2 0
 DL0034
 DL0034.Superseded values are not recommended for survey control.
 DL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0034.See file dsdata.txt to determine how the superseded data were derived.
 DL0034
 DL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT575104(NAD 83)
 DL0034_MARKER: DB = BENCH MARK DISK
 DL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0034_STAMPING: C 247 1938
 DL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0034+STABILITY: SURFACE MOTION
 DL0034
 DL0034  HISTORY     - Date     Condition        Report By
 DL0034  HISTORY     - 1938     MONUMENTED       CGS
 DL0034  HISTORY     - 1964     GOOD             NGS
 DL0034
 DL0034                          STATION DESCRIPTION
 DL0034
 DL0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DL0034'1.8 MI N FROM HARRELL.
 DL0034'1.8 MILES NORTH OF STATION ALONG CHICAGO ROCK ISLAND AND PACIFIC
 DL0034'RAILROAD.  250 YARDS NORTH OF A DIM ROAD CROSSING.  86.5 FEET NORTH OF
 DL0034'TELEPHONE POLE 71/19.  42 FEET WEST OF WEST RAIL.  9 FEET EAST OF R/W
 DL0034'FENCE.
 DL0034
 DL0034                          STATION RECOVERY (1964)
 DL0034
 DL0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0695 ***********************************************************************
 FG0695  DESIGNATION -  C 248
 FG0695  PID         -  FG0695
 FG0695  STATE/COUNTY-  AR/VAN BUREN
 FG0695  USGS QUAD   -  REX (1965)
 FG0695
 FG0695                         *CURRENT SURVEY CONTROL
 FG0695  ___________________________________________________________________
 FG0695* NAD 83(1986)-  35 35 45.     (N)    092 37 50.     (W)     SCALED    
 FG0695* NAVD 88     -       377.142  (meters)    1237.34   (feet)  ADJUSTED  
 FG0695  ___________________________________________________________________
 FG0695  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0695  DYNAMIC HT  -         376.785 (meters)    1236.17  (feet)  COMP
 FG0695  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 FG0695
 FG0695  VERT ORDER  -  SECOND    CLASS 0
 FG0695
 FG0695.The horizontal coordinates were scaled from a topographic map and have
 FG0695.an estimated accuracy of +/- 6 seconds.
 FG0695
 FG0695.The orthometric height was determined by differential leveling
 FG0695.and adjusted by the National Geodetic Survey in June 1991..
 FG0695
 FG0695.The geoid height was determined by GEOID03.
 FG0695
 FG0695.The dynamic height is computed by dividing the NAVD 88
 FG0695.geopotential number by the normal gravity value computed on the
 FG0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0695.degrees latitude (g = 980.6199 gals.).
 FG0695
 FG0695.The modeled gravity was interpolated from observed gravity values.
 FG0695
 FG0695;                    North         East    Units  Estimated Accuracy
 FG0695;SPC AR N     -   140,250.      342,860.      MT  (+/- 180 meters Scaled)
 FG0695
 FG0695                          SUPERSEDED SURVEY CONTROL
 FG0695
 FG0695  NGVD 29 (??/??/92)  377.077  (m)         1237.13   (f) ADJ UNCH    2 0
 FG0695
 FG0695.Superseded values are not recommended for survey control.
 FG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0695.See file dsdata.txt to determine how the superseded data were derived.
 FG0695
 FG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV334391(NAD 83)
 FG0695_MARKER: DB = BENCH MARK DISK
 FG0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0695_STAMPING: C 248 1939
 FG0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0695+STABILITY: SURFACE MOTION
 FG0695
 FG0695  HISTORY     - Date     Condition        Report By
 FG0695  HISTORY     - 1939     MONUMENTED       CGS
 FG0695
 FG0695                          STATION DESCRIPTION
 FG0695
 FG0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0695'6.9 MI N FROM SCOTLAND.
 FG0695'6.9 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0695'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 0.1 MILE EAST OF THE LOW GAP
 FG0695'SCHOOLHOUSE, 25 FEET NORTH OF THE NORTHWEST CORNER OF THE WESLEY
 FG0695'BRYANT HOUSE, 2 FEET NORTHWEST OF THE WEST POST OF THE FRONT GATE, 51
 FG0695'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH OF A PICKET
 FG0695'FENCE.  A STANDARD DISK, STAMPED C 248 1939 AND SET IN THE TOP OF A
 FG0695'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1164 ***********************************************************************
 FG1164  DESIGNATION -  C 25
 FG1164  PID         -  FG1164
 FG1164  STATE/COUNTY-  AR/YELL
 FG1164  USGS QUAD   -  OLA (1972)
 FG1164
 FG1164                         *CURRENT SURVEY CONTROL
 FG1164  ___________________________________________________________________
 FG1164* NAD 83(1986)-  35 01 22.     (N)    093 14 13.     (W)     SCALED    
 FG1164* NAVD 88     -       124.993  (meters)     410.08   (feet)  ADJUSTED  
 FG1164  ___________________________________________________________________
 FG1164  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FG1164  DYNAMIC HT  -         124.871 (meters)     409.68  (feet)  COMP
 FG1164  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 FG1164
 FG1164  VERT ORDER  -  SECOND    CLASS 0
 FG1164
 FG1164.The horizontal coordinates were scaled from a topographic map and have
 FG1164.an estimated accuracy of +/- 6 seconds.
 FG1164
 FG1164.The orthometric height was determined by differential leveling
 FG1164.and adjusted by the National Geodetic Survey in June 1991..
 FG1164
 FG1164.The geoid height was determined by GEOID03.
 FG1164
 FG1164.The dynamic height is computed by dividing the NAVD 88
 FG1164.geopotential number by the normal gravity value computed on the
 FG1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1164.degrees latitude (g = 980.6199 gals.).
 FG1164
 FG1164.The modeled gravity was interpolated from observed gravity values.
 FG1164
 FG1164;                    North         East    Units  Estimated Accuracy
 FG1164;SPC AR N     -    77,200.      287,120.      MT  (+/- 180 meters Scaled)
 FG1164
 FG1164                          SUPERSEDED SURVEY CONTROL
 FG1164
 FG1164  NGVD 29 (??/??/92)  124.961  (m)          409.98   (f) ADJ UNCH    2 0
 FG1164
 FG1164.Superseded values are not recommended for survey control.
 FG1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1164.See file dsdata.txt to determine how the superseded data were derived.
 FG1164
 FG1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU783755(NAD 83)
 FG1164_MARKER: DB = BENCH MARK DISK
 FG1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1164_SP_SET: CULVERT
 FG1164_STAMPING: 409.976 C 25 1932
 FG1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1164
 FG1164  HISTORY     - Date     Condition        Report By
 FG1164  HISTORY     - 1932     MONUMENTED       CGS
 FG1164  HISTORY     - 1934     GOOD             NGS
 FG1164
 FG1164                          STATION DESCRIPTION
 FG1164
 FG1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG1164'4.2 MI N FROM PLAINVIEW.
 FG1164'4.2 MILES NORTH BY STATE HIGHWAY NO. 28.  IN SOUTH HEADWALL OF 4 X 9
 FG1164'CONCRETE CULVERT.  CULVERT IS 0.2 MILE SOUTH OF THE SOUTH BRIDGE OVER
 FG1164'KEELAND CREEK.  MARK IS STAMPED 409.976 C 25 1932.
 FG1164
 FG1164                          STATION RECOVERY (1934)
 FG1164
 FG1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1589 ***********************************************************************
 EH1589  DESIGNATION -  C 250
 EH1589  PID         -  EH1589
 EH1589  STATE/COUNTY-  AR/JEFFERSON
 EH1589  USGS QUAD   -  MOSCOW (1971)
 EH1589
 EH1589                         *CURRENT SURVEY CONTROL
 EH1589  ___________________________________________________________________
 EH1589* NAD 83(1986)-  34 09 37.     (N)    091 46 04.     (W)     SCALED    
 EH1589* NAVD 88     -        59.484  (meters)     195.16   (feet)  ADJUSTED  
 EH1589  ___________________________________________________________________
 EH1589  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EH1589  DYNAMIC HT  -          59.426 (meters)     194.97  (feet)  COMP
 EH1589  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 EH1589
 EH1589  VERT ORDER  -  SECOND    CLASS 0
 EH1589
 EH1589.The horizontal coordinates were scaled from a topographic map and have
 EH1589.an estimated accuracy of +/- 6 seconds.
 EH1589
 EH1589.The orthometric height was determined by differential leveling
 EH1589.and adjusted by the National Geodetic Survey in June 1991..
 EH1589
 EH1589.The geoid height was determined by GEOID03.
 EH1589
 EH1589.The dynamic height is computed by dividing the NAVD 88
 EH1589.geopotential number by the normal gravity value computed on the
 EH1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1589.degrees latitude (g = 980.6199 gals.).
 EH1589
 EH1589.The modeled gravity was interpolated from observed gravity values.
 EH1589
 EH1589;                    North         East    Units  Estimated Accuracy
 EH1589;SPC AR S     -   565,680.      421,410.      MT  (+/- 180 meters Scaled)
 EH1589
 EH1589                          SUPERSEDED SURVEY CONTROL
 EH1589
 EH1589  NGVD 29 (??/??/??)   59.569  (m)          195.44   (f) ADJUSTED    2 0
 EH1589
 EH1589.Superseded values are not recommended for survey control.
 EH1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1589.See file dsdata.txt to determine how the superseded data were derived.
 EH1589
 EH1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT135806(NAD 83)
 EH1589_MARKER: DB = BENCH MARK DISK
 EH1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1589_STAMPING: C 250 1940
 EH1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1589+STABILITY: SURFACE MOTION
 EH1589
 EH1589  HISTORY     - Date     Condition        Report By
 EH1589  HISTORY     - 1940     MONUMENTED       CGS
 EH1589  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1589
 EH1589                          STATION DESCRIPTION
 EH1589
 EH1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1589'2.7 MI NE FROM MOSCOW.
 EH1589'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT MOSCOW, PROCEED
 EH1589'NORTHWARD TO INTERSECTION OF U. S. HIGHWAY NO. 65 AND GRAVELED ROAD
 EH1589'TOWARDS LEVEE, GO 0.9 MILE.  TURN RIGHT (NORTHEAST) ONTO GRAVELED
 EH1589'ROAD, GO 1.8 MILES.  BENCH MARK IS AT PASTURE FENCE CORNER.  ON
 EH1589'OUTSIDE OF CURVE IN ROAD.  0.9 MILE EAST FROM OAKRIDGE COLORED SCHOOL.
 EH1589'22 FEET NORTH OF CENTER LINE OF ROAD.  6 FEET NORTH OF A 12 INCH
 EH1589'THORN TREE.  1.5 FEET TOWARDS SCHOOL (WEST) FROM PASTURE FENCE. A 4 X
 EH1589'4 INCH CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 4 FEET AT
 EH1589'340 DEG MAGNETIC FROM THE BENCH MARK.
 EH1589
 EH1589                          STATION RECOVERY (1964)
 EH1589
 EH1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0604 ***********************************************************************
 EJ0604  DESIGNATION -  C 252
 EJ0604  PID         -  EJ0604
 EJ0604  STATE/COUNTY-  AR/JEFFERSON
 EJ0604  USGS QUAD   -  WRIGHT (1975)
 EJ0604
 EJ0604                         *CURRENT SURVEY CONTROL
 EJ0604  ___________________________________________________________________
 EJ0604* NAD 83(1986)-  34 27 53.     (N)    092 03 24.     (W)     SCALED    
 EJ0604* NAVD 88     -        69.575  (meters)     228.26   (feet)  ADJUSTED  
 EJ0604  ___________________________________________________________________
 EJ0604  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EJ0604  DYNAMIC HT  -          69.509 (meters)     228.05  (feet)  COMP
 EJ0604  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 EJ0604
 EJ0604  VERT ORDER  -  SECOND    CLASS 0
 EJ0604
 EJ0604.The horizontal coordinates were scaled from a topographic map and have
 EJ0604.an estimated accuracy of +/- 6 seconds.
 EJ0604
 EJ0604.The orthometric height was determined by differential leveling
 EJ0604.and adjusted by the National Geodetic Survey in June 1991..
 EJ0604
 EJ0604.The geoid height was determined by GEOID03.
 EJ0604
 EJ0604.The dynamic height is computed by dividing the NAVD 88
 EJ0604.geopotential number by the normal gravity value computed on the
 EJ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0604.degrees latitude (g = 980.6199 gals.).
 EJ0604
 EJ0604.The modeled gravity was interpolated from observed gravity values.
 EJ0604
 EJ0604;                    North         East    Units  Estimated Accuracy
 EJ0604;SPC AR S     -   599,430.      394,790.      MT  (+/- 180 meters Scaled)
 EJ0604
 EJ0604                          SUPERSEDED SURVEY CONTROL
 EJ0604
 EJ0604  NGVD 29 (??/??/92)   69.609  (m)          228.38   (f) ADJ UNCH    2 0
 EJ0604
 EJ0604.Superseded values are not recommended for survey control.
 EJ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0604.See file dsdata.txt to determine how the superseded data were derived.
 EJ0604
 EJ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU866140(NAD 83)
 EJ0604_MARKER: DB = BENCH MARK DISK
 EJ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0604_STAMPING: C 252 1940
 EJ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0604+STABILITY: SURFACE MOTION
 EJ0604
 EJ0604  HISTORY     - Date     Condition        Report By
 EJ0604  HISTORY     - 1940     MONUMENTED       CGS
 EJ0604  HISTORY     - 20020501 MARK NOT FOUND   USACE
 EJ0604
 EJ0604                          STATION DESCRIPTION
 EJ0604
 EJ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0604'2.0 MI N FROM WRIGHT.
 EJ0604'2.0 MILES NORTH ALONG A GRAVEL COUNTY ROAD LEADING TO THE JESSE R.
 EJ0604'CORE COMMUNITY SCHOOL FROM THE POST OFFICE AT WRIGHT, JEFFERSON
 EJ0604'COUNTY, 1.0 MILE WEST ALONG A GRAVEL ROAD LEADING PAST THE CORE FARM
 EJ0604'HEADQUARTERS, 0.3 MILE NORTH OF THE HEADQUARTERS, 55 YARDS SOUTH OF A
 EJ0604'CURVE, AT THE TOE OF THE LEVEE, IN LINE WITH A ROW OF POLES, 34 FEET
 EJ0604'WEST OF THE CENTERLINE OF THE ROAD, 6.5 FEET NORTH OF A POLE, AND 4.5
 EJ0604'FEET SOUTHWEST OF A 4 BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE
 EJ0604'GROUND.  A STANDARD DISK, STAMPED C 252 1940 AND SET IN THE TOP OF A
 EJ0604'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 EJ0604
 EJ0604                          STATION RECOVERY (2002)
 EJ0604
 EJ0604'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EJ0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0198 ***********************************************************************
 EJ0198  DESIGNATION -  C 253
 EJ0198  PID         -  EJ0198
 EJ0198  STATE/COUNTY-  AR/PULASKI
 EJ0198  USGS QUAD   -  SWEET HOME (1986)
 EJ0198
 EJ0198                         *CURRENT SURVEY CONTROL
 EJ0198  ___________________________________________________________________
 EJ0198* NAD 83(1986)-  34 43 51.     (N)    092 08 49.     (W)     SCALED    
 EJ0198* NAVD 88     -        75.923  (meters)     249.09   (feet)  ADJUSTED  
 EJ0198  ___________________________________________________________________
 EJ0198  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EJ0198  DYNAMIC HT  -          75.852 (meters)     248.86  (feet)  COMP
 EJ0198  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 EJ0198
 EJ0198  VERT ORDER  -  SECOND    CLASS 0
 EJ0198
 EJ0198.The horizontal coordinates were scaled from a topographic map and have
 EJ0198.an estimated accuracy of +/- 6 seconds.
 EJ0198
 EJ0198.The orthometric height was determined by differential leveling
 EJ0198.and adjusted by the National Geodetic Survey in June 1991..
 EJ0198
 EJ0198.The geoid height was determined by GEOID03.
 EJ0198
 EJ0198.The dynamic height is computed by dividing the NAVD 88
 EJ0198.geopotential number by the normal gravity value computed on the
 EJ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0198.degrees latitude (g = 980.6199 gals.).
 EJ0198
 EJ0198.The modeled gravity was interpolated from observed gravity values.
 EJ0198
 EJ0198;                    North         East    Units  Estimated Accuracy
 EJ0198;SPC AR S     -   628,960.      386,540.      MT  (+/- 180 meters Scaled)
 EJ0198
 EJ0198                          SUPERSEDED SURVEY CONTROL
 EJ0198
 EJ0198  NGVD 29 (??/??/92)   75.964  (m)          249.23   (f) ADJ UNCH    2 0
 EJ0198
 EJ0198.Superseded values are not recommended for survey control.
 EJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0198.See file dsdata.txt to determine how the superseded data were derived.
 EJ0198
 EJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU780435(NAD 83)
 EJ0198_MARKER: DB = BENCH MARK DISK
 EJ0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0198_SP_SET: CULVERT
 EJ0198_STAMPING: C 253 1940
 EJ0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0198
 EJ0198  HISTORY     - Date     Condition        Report By
 EJ0198  HISTORY     - 1940     MONUMENTED       CGS
 EJ0198
 EJ0198                          STATION DESCRIPTION
 EJ0198
 EJ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0198'4.6 MI SE FROM ROSE CITY.
 EJ0198'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE JUNCTION WITH U.
 EJ0198'S. HIGHWAY 70 AT ROSE CITY, PULASKI COUNTY, 36.6 FEET SOUTH OF THE
 EJ0198'CENTERLINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY TRACK, 36 FEET NORTH
 EJ0198'OF THE CENTERLINE OF THE HIGHWAY, AT A 4-FOOT IRON CULVERT UNDER THE
 EJ0198'TRACK AND LEVEE, AND IN THE TOP OF THE WEST END OF THE CONCRETE HEAD
 EJ0198'WALL.  A STANDARD DISK, STAMPED C 253 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1110 ***********************************************************************
 FG1110  DESIGNATION -  C 254
 FG1110  PID         -  FG1110
 FG1110  STATE/COUNTY-  AR/LOGAN
 FG1110  USGS QUAD   -  NEW BLAINE (1993)
 FG1110
 FG1110                         *CURRENT SURVEY CONTROL
 FG1110  ___________________________________________________________________
 FG1110* NAD 83(1986)-  35 20 24.     (N)    093 26 26.     (W)     SCALED    
 FG1110* NAVD 88     -       120.515  (meters)     395.39   (feet)  ADJUSTED  
 FG1110  ___________________________________________________________________
 FG1110  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FG1110  DYNAMIC HT  -         120.402 (meters)     395.02  (feet)  COMP
 FG1110  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FG1110
 FG1110  VERT ORDER  -  SECOND    CLASS 0
 FG1110
 FG1110.The horizontal coordinates were scaled from a topographic map and have
 FG1110.an estimated accuracy of +/- 6 seconds.
 FG1110
 FG1110.The orthometric height was determined by differential leveling
 FG1110.and adjusted by the National Geodetic Survey in June 1991..
 FG1110
 FG1110.The geoid height was determined by GEOID03.
 FG1110
 FG1110.The dynamic height is computed by dividing the NAVD 88
 FG1110.geopotential number by the normal gravity value computed on the
 FG1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1110.degrees latitude (g = 980.6199 gals.).
 FG1110
 FG1110.The modeled gravity was interpolated from observed gravity values.
 FG1110
 FG1110;                    North         East    Units  Estimated Accuracy
 FG1110;SPC AR N     -   112,640.      269,050.      MT  (+/- 180 meters Scaled)
 FG1110
 FG1110                          SUPERSEDED SURVEY CONTROL
 FG1110
 FG1110  NGVD 29 (??/??/92)  120.488  (m)          395.30   (f) ADJ UNCH    2 0
 FG1110
 FG1110.Superseded values are not recommended for survey control.
 FG1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1110.See file dsdata.txt to determine how the superseded data were derived.
 FG1110
 FG1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV599108(NAD 83)
 FG1110_MARKER: DB = BENCH MARK DISK
 FG1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1110_STAMPING: C 254 1940
 FG1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1110+STABILITY: SURFACE MOTION
 FG1110
 FG1110  HISTORY     - Date     Condition        Report By
 FG1110  HISTORY     - 1940     MONUMENTED       CGS
 FG1110  HISTORY     - 1959     GOOD             NGS
 FG1110
 FG1110                          STATION DESCRIPTION
 FG1110
 FG1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1110'3.0 MI SE FROM DOUBLIN.
 FG1110'1.0 MILE EAST ALONG A DIRT ROAD FROM DOUBLIN, THENCE 2.0 MILES
 FG1110'SOUTHEAST ALONG A ROAD.  AT A T-ROAD INTERSECTION, 35 FEET NORTH OF
 FG1110'THE CENTER OF THE INTERSECTION, 3.5 FEET SOUTHWEST OF A FENCE CORNER,
 FG1110'1.5 FEET SOUTH OF THE PROPERTY-LINE FENCE, AND 3.5 FEET EAST OF A
 FG1110'WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1231 ***********************************************************************
 FG1231  DESIGNATION -  C 255
 FG1231  PID         -  FG1231
 FG1231  STATE/COUNTY-  AR/LOGAN
 FG1231  USGS QUAD   -  PARIS (1993)
 FG1231
 FG1231                         *CURRENT SURVEY CONTROL
 FG1231  ___________________________________________________________________
 FG1231* NAD 83(1986)-  35 22 05.     (N)    093 43 50.     (W)     SCALED    
 FG1231* NAVD 88     -       110.838  (meters)     363.64   (feet)  ADJUSTED  
 FG1231  ___________________________________________________________________
 FG1231  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FG1231  DYNAMIC HT  -         110.734 (meters)     363.30  (feet)  COMP
 FG1231  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FG1231
 FG1231  VERT ORDER  -  SECOND    CLASS 0
 FG1231
 FG1231.The horizontal coordinates were scaled from a topographic map and have
 FG1231.an estimated accuracy of +/- 6 seconds.
 FG1231
 FG1231.The orthometric height was determined by differential leveling
 FG1231.and adjusted by the National Geodetic Survey in June 1991..
 FG1231
 FG1231.The geoid height was determined by GEOID03.
 FG1231
 FG1231.The dynamic height is computed by dividing the NAVD 88
 FG1231.geopotential number by the normal gravity value computed on the
 FG1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1231.degrees latitude (g = 980.6199 gals.).
 FG1231
 FG1231.The modeled gravity was interpolated from observed gravity values.
 FG1231
 FG1231;                    North         East    Units  Estimated Accuracy
 FG1231;SPC AR N     -   116,180.      242,750.      MT  (+/- 180 meters Scaled)
 FG1231
 FG1231                          SUPERSEDED SURVEY CONTROL
 FG1231
 FG1231  NGVD 29 (??/??/92)  110.792  (m)          363.49   (f) ADJ UNCH    2 0
 FG1231
 FG1231.Superseded values are not recommended for survey control.
 FG1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1231.See file dsdata.txt to determine how the superseded data were derived.
 FG1231
 FG1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV336141(NAD 83)
 FG1231_MARKER: DB = BENCH MARK DISK
 FG1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1231_STAMPING: C 255 1940
 FG1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1231+STABILITY: SURFACE MOTION
 FG1231
 FG1231  HISTORY     - Date     Condition        Report By
 FG1231  HISTORY     - 1940     MONUMENTED       CGS
 FG1231  HISTORY     - 1959     GOOD             NGS
 FG1231
 FG1231                          STATION DESCRIPTION
 FG1231
 FG1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1231'2.0 MI W FROM KALAMAZOO.
 FG1231'THE BUILDINGS HAVE ALL BEEN REMOVED AT KALAMAZOO.  THE ONLY LANDMARK
 FG1231'REMAINING IS THE BUILDINGS AT THE BAKER PLANTATION AND THE MARK IS AT
 FG1231'AN OLD BUILDING SITE ABOUT 0.3 MILE WEST.  THE AREA AROUND THE OLD
 FG1231'BUILDING SITE IS STILL FENCED AND THE FORMER LOCATION OF THE HOUSE AND
 FG1231'LARGE COTTONWOOD TREE ARE STILL VISABLE.  THE ROAD LEADING TO THE SITE
 FG1231'HAS ALSO BEEN ABANDONED.  THE MARK IS 22.5 FEET WEST OF THE OLD
 FG1231'BUILDING SITE AND 7 FEET EAST OF COTTONWOOD STUMP.  1.7 MILES
 FG1231'SOUTHWEST ALONG A DIRT ROAD LEADING TO THE F. B. BAKER WHITE HOUSE AT
 FG1231'KALAMAZOO, THENCE 0.3 MILE WEST.  ON THE WEST EDGE OF BAKER
 FG1231'PLANTATION, 85 YARDS SOUTH OF THE SOUTH BANK OF ARKANSAS RIVER, 53
 FG1231'FEET NORTH OF THE CENTERLINE OF THE ROAD AT A CURVE, 22.5 FEET WEST OF
 FG1231'THE SOUTHWEST CORNER OF A FARMHOUSE, AND 7 FEET EAST OF A 36-INCH
 FG1231'COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0204 ***********************************************************************
 FH0204  DESIGNATION -  C 257
 FH0204  PID         -  FH0204
 FH0204  STATE/COUNTY-  AR/SEBASTIAN
 FH0204  USGS QUAD   -  BARLING (1987)
 FH0204
 FH0204                         *CURRENT SURVEY CONTROL
 FH0204  ___________________________________________________________________
 FH0204* NAD 83(1986)-  35 20 03.     (N)    094 18 39.     (W)     SCALED    
 FH0204* NAVD 88     -       145.893  (meters)     478.65   (feet)  ADJUSTED  
 FH0204  ___________________________________________________________________
 FH0204  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FH0204  DYNAMIC HT  -         145.756 (meters)     478.20  (feet)  COMP
 FH0204  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FH0204
 FH0204  VERT ORDER  -  SECOND    CLASS 0
 FH0204
 FH0204.The horizontal coordinates were scaled from a topographic map and have
 FH0204.an estimated accuracy of +/- 6 seconds.
 FH0204
 FH0204.The orthometric height was determined by differential leveling
 FH0204.and adjusted by the National Geodetic Survey in June 1991..
 FH0204
 FH0204.The geoid height was determined by GEOID03.
 FH0204
 FH0204.The dynamic height is computed by dividing the NAVD 88
 FH0204.geopotential number by the normal gravity value computed on the
 FH0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0204.degrees latitude (g = 980.6199 gals.).
 FH0204
 FH0204.The modeled gravity was interpolated from observed gravity values.
 FH0204
 FH0204;                    North         East    Units  Estimated Accuracy
 FH0204;SPC AR N     -   113,500.      189,940.      MT  (+/- 180 meters Scaled)
 FH0204
 FH0204                          SUPERSEDED SURVEY CONTROL
 FH0204
 FH0204  NGVD 29 (??/??/92)  145.793  (m)          478.32   (f) ADJ UNCH    2 0
 FH0204
 FH0204.Superseded values are not recommended for survey control.
 FH0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0204.See file dsdata.txt to determine how the superseded data were derived.
 FH0204
 FH0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV808108(NAD 83)
 FH0204_MARKER: DB = BENCH MARK DISK
 FH0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0204_STAMPING: C 257 1940
 FH0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0204+STABILITY: SURFACE MOTION
 FH0204
 FH0204  HISTORY     - Date     Condition        Report By
 FH0204  HISTORY     - 1940     MONUMENTED       CGS
 FH0204  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0204
 FH0204                          STATION DESCRIPTION
 FH0204
 FH0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0204'0.7 MI NW FROM BARLING.
 FH0204'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 22 FROM THE GRAMMAR SCHOOL
 FH0204'AT BARLING, 55 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 24
 FH0204'FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF THE NORTH-AND-SOUTH
 FH0204'FENCE, AND 3.2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 FH0204'NOTE-- IT IS NOW STAMPED 478.323.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1147 ***********************************************************************
 DL1147  DESIGNATION -  C 258
 DL1147  PID         -  DL1147
 DL1147  STATE/COUNTY-  AR/MILLER
 DL1147  USGS QUAD   -  GARLAND (1975)
 DL1147
 DL1147                         *CURRENT SURVEY CONTROL
 DL1147  ___________________________________________________________________
 DL1147* NAD 83(1986)-  33 20 15.     (N)    093 42 00.     (W)     SCALED    
 DL1147* NAVD 88     -        69.512  (meters)     228.06   (feet)  ADJUSTED  
 DL1147  ___________________________________________________________________
 DL1147  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DL1147  DYNAMIC HT  -          69.437 (meters)     227.81  (feet)  COMP
 DL1147  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 DL1147
 DL1147  VERT ORDER  -  FIRST     CLASS I
 DL1147
 DL1147.The horizontal coordinates were scaled from a topographic map and have
 DL1147.an estimated accuracy of +/- 6 seconds.
 DL1147
 DL1147.The orthometric height was determined by differential leveling
 DL1147.and adjusted by the National Geodetic Survey in June 1991..
 DL1147
 DL1147.The geoid height was determined by GEOID03.
 DL1147
 DL1147.The dynamic height is computed by dividing the NAVD 88
 DL1147.geopotential number by the normal gravity value computed on the
 DL1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1147.degrees latitude (g = 980.6199 gals.).
 DL1147
 DL1147.The modeled gravity was interpolated from observed gravity values.
 DL1147
 DL1147;                    North         East    Units  Estimated Accuracy
 DL1147;SPC AR S     -   475,720.      241,750.      MT  (+/- 180 meters Scaled)
 DL1147
 DL1147                          SUPERSEDED SURVEY CONTROL
 DL1147
 DL1147  NGVD 29 (??/??/??)   69.542  (m)          228.16   (f) ADJUSTED    1 1
 DL1147
 DL1147.Superseded values are not recommended for survey control.
 DL1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1147.See file dsdata.txt to determine how the superseded data were derived.
 DL1147
 DL1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS348889(NAD 83)
 DL1147_MARKER: DB = BENCH MARK DISK
 DL1147_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1147+WITH SETTING: INTO GROUND
 DL1147_SP_SET: METAL ROD WITH BASE PLATE
 DL1147_STAMPING: C 258 1977
 DL1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1147+STABILITY: SURFACE MOTION
 DL1147
 DL1147  HISTORY     - Date     Condition        Report By
 DL1147  HISTORY     - 1977     MONUMENTED       NGS
 DL1147
 DL1147                          STATION DESCRIPTION
 DL1147
 DL1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1147'2.1 MI SE FROM GARLAND.
 DL1147'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1147'U.S. HIGHWAY 82 AT GARLAND, THENCE 1.7 MILES SOUTHEAST ALONG
 DL1147'A GRAVEL ROAD PARALLELING LEVEE, 20 FEET NORTH OF CENTER OF
 DL1147'ROAD, 65 FEET SOUTHWEST OF THE CENTER OF THE TOP OF LEVEE AND
 DL1147'OFF RAMP, 72 FEET SOUTH OF THE CENTER OF TOP OF LEVEE, 35 FEET
 DL1147'SOUTHEAST OF A LARGE COTTONWOOD TREE AT TOE OF LEVEE, AND 2 FEET
 DL1147'NORTH OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1121 ***********************************************************************
 DL1121  DESIGNATION -  C 259
 DL1121  PID         -  DL1121
 DL1121  STATE/COUNTY-  AR/MILLER
 DL1121  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1121
 DL1121                         *CURRENT SURVEY CONTROL
 DL1121  ___________________________________________________________________
 DL1121* NAD 83(1986)-  33 09 59.     (N)    093 49 51.     (W)     SCALED    
 DL1121* NAVD 88     -        63.876  (meters)     209.57   (feet)  ADJUSTED  
 DL1121  ___________________________________________________________________
 DL1121  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1121  DYNAMIC HT  -          63.807 (meters)     209.34  (feet)  COMP
 DL1121  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 DL1121
 DL1121  VERT ORDER  -  FIRST     CLASS I
 DL1121
 DL1121.The horizontal coordinates were scaled from a topographic map and have
 DL1121.an estimated accuracy of +/- 6 seconds.
 DL1121
 DL1121.The orthometric height was determined by differential leveling
 DL1121.and adjusted by the National Geodetic Survey in June 1991..
 DL1121
 DL1121.The geoid height was determined by GEOID03.
 DL1121
 DL1121.The dynamic height is computed by dividing the NAVD 88
 DL1121.geopotential number by the normal gravity value computed on the
 DL1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1121.degrees latitude (g = 980.6199 gals.).
 DL1121
 DL1121.The modeled gravity was interpolated from observed gravity values.
 DL1121
 DL1121;                    North         East    Units  Estimated Accuracy
 DL1121;SPC AR S     -   456,950.      229,230.      MT  (+/- 180 meters Scaled)
 DL1121
 DL1121                          SUPERSEDED SURVEY CONTROL
 DL1121
 DL1121  NGVD 29 (??/??/??)   63.905  (m)          209.66   (f) ADJUSTED    1 1
 DL1121
 DL1121.Superseded values are not recommended for survey control.
 DL1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1121.See file dsdata.txt to determine how the superseded data were derived.
 DL1121
 DL1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS225700(NAD 83)
 DL1121_MARKER: DB = BENCH MARK DISK
 DL1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1121_SP_SET: CONCRETE CULVERT
 DL1121_STAMPING: C 259 1977
 DL1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1121
 DL1121  HISTORY     - Date     Condition        Report By
 DL1121  HISTORY     - 1977     MONUMENTED       NGS
 DL1121
 DL1121                          STATION DESCRIPTION
 DL1121
 DL1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1121'9.6 MI NE FROM DODDRIDGE.
 DL1121'4.4 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1121'STATE HIGHWAY 160 AT DODDRIDGE, THENCE 3.6 MILES NORTHEAST ON
 DL1121'GRAVEL ROAD TO A ASPHALT ROAD, THENCE 1.6 MILES NORTHEAST CROSSING
 DL1121'BELOH BRIDGE OVER MCKINNEY BAYOU TO A SHARP CURVE IN ROAD, SET
 DL1121'IN THE NORTH CONCRETE ABUTMENT OF A 6 FOOT BOX CULVERT, 13
 DL1121'FEET NORTH OF CENTER OF ROAD, AND 31 FEET EAST OF CENTER
 DL1121'OF DRIVEWAY LEADING TO OLD BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0287 ***********************************************************************
 GE0287  DESIGNATION -  C 26
 GE0287  PID         -  GE0287
 GE0287  STATE/COUNTY-  AR/RANDOLPH
 GE0287  USGS QUAD   -  MANSON (1965)
 GE0287
 GE0287                         *CURRENT SURVEY CONTROL
 GE0287  ___________________________________________________________________
 GE0287* NAD 83(1986)-  36 14 18.     (N)    090 57 42.     (W)     SCALED    
 GE0287* NAVD 88     -        82.490  (meters)     270.64   (feet)  ADJUSTED  
 GE0287  ___________________________________________________________________
 GE0287  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GE0287  DYNAMIC HT  -          82.424 (meters)     270.42  (feet)  COMP
 GE0287  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 GE0287
 GE0287  VERT ORDER  -  FIRST     CLASS II
 GE0287
 GE0287.The horizontal coordinates were scaled from a topographic map and have
 GE0287.an estimated accuracy of +/- 6 seconds.
 GE0287
 GE0287.The orthometric height was determined by differential leveling
 GE0287.and adjusted by the National Geodetic Survey in June 1991..
 GE0287
 GE0287.The geoid height was determined by GEOID03.
 GE0287
 GE0287.The dynamic height is computed by dividing the NAVD 88
 GE0287.geopotential number by the normal gravity value computed on the
 GE0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0287.degrees latitude (g = 980.6199 gals.).
 GE0287
 GE0287.The modeled gravity was interpolated from observed gravity values.
 GE0287
 GE0287;                    North         East    Units  Estimated Accuracy
 GE0287;SPC AR N     -   211,840.      493,340.      MT  (+/- 180 meters Scaled)
 GE0287
 GE0287                          SUPERSEDED SURVEY CONTROL
 GE0287
 GE0287  NGVD 29 (??/??/92)   82.423  (m)          270.42   (f) ADJ UNCH    1 2
 GE0287
 GE0287.Superseded values are not recommended for survey control.
 GE0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0287.See file dsdata.txt to determine how the superseded data were derived.
 GE0287
 GE0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA831123(NAD 83)
 GE0287_MARKER: DB = BENCH MARK DISK
 GE0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0287_STAMPING: 270.419 C 26 1932
 GE0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0287+STABILITY: SURFACE MOTION
 GE0287
 GE0287  HISTORY     - Date     Condition        Report By
 GE0287  HISTORY     - 1932     MONUMENTED       CGS
 GE0287  HISTORY     - 1963     MARK NOT FOUND   NGS
 GE0287
 GE0287                          STATION DESCRIPTION
 GE0287
 GE0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GE0287'2 MI S FROM POCAHONTAS.
 GE0287'2.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0287'THE STATION AT POCAHONTAS, RANDOLPH COUNTY, 3 RAILS SOUTH OF
 GE0287'MILEPOST 247, 100 FEET WEST OF U.S. HIGHWAY 67, 40 FEET WEST OF
 GE0287'THE TRACK, AND 10 FEET SOUTH OF A GATE TO A FIELD ROAD.  A
 GE0287'STANDARD DISK, STAMPED 270.419 C 26 1932 AND SET IN THE TOP OF A
 GE0287'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1177 ***********************************************************************
 DL1177  DESIGNATION -  C 260
 DL1177  PID         -  DL1177
 DL1177  STATE/COUNTY-  AR/MILLER
 DL1177  USGS QUAD   -  FULTON (1975)
 DL1177
 DL1177                         *CURRENT SURVEY CONTROL
 DL1177  ___________________________________________________________________
 DL1177* NAD 83(1986)-  33 34 12.     (N)    093 51 12.     (W)     SCALED    
 DL1177* NAVD 88     -        78.584  (meters)     257.82   (feet)  ADJUSTED  
 DL1177  ___________________________________________________________________
 DL1177  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DL1177  DYNAMIC HT  -          78.501 (meters)     257.55  (feet)  COMP
 DL1177  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 DL1177
 DL1177  VERT ORDER  -  FIRST     CLASS I
 DL1177
 DL1177.The horizontal coordinates were scaled from a topographic map and have
 DL1177.an estimated accuracy of +/- 6 seconds.
 DL1177
 DL1177.The orthometric height was determined by differential leveling
 DL1177.and adjusted by the National Geodetic Survey in June 1991..
 DL1177
 DL1177.The geoid height was determined by GEOID03.
 DL1177
 DL1177.The dynamic height is computed by dividing the NAVD 88
 DL1177.geopotential number by the normal gravity value computed on the
 DL1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1177.degrees latitude (g = 980.6199 gals.).
 DL1177
 DL1177.The modeled gravity was interpolated from observed gravity values.
 DL1177
 DL1177;                    North         East    Units  Estimated Accuracy
 DL1177;SPC AR S     -   501,750.      227,940.      MT  (+/- 180 meters Scaled)
 DL1177
 DL1177                          SUPERSEDED SURVEY CONTROL
 DL1177
 DL1177  NGVD 29 (??/??/??)   78.598  (m)          257.87   (f) ADJUSTED    1 1
 DL1177
 DL1177.Superseded values are not recommended for survey control.
 DL1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1177.See file dsdata.txt to determine how the superseded data were derived.
 DL1177
 DL1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT208148(NAD 83)
 DL1177_MARKER: DB = BENCH MARK DISK
 DL1177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1177_SP_SET: BOX CULVERT
 DL1177_STAMPING: C 260 1977
 DL1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1177
 DL1177  HISTORY     - Date     Condition        Report By
 DL1177  HISTORY     - 1977     MONUMENTED       NGS
 DL1177
 DL1177                          STATION DESCRIPTION
 DL1177
 DL1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1177'3.8 MI SW FROM FULTON.
 DL1177'1.8 MI SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END OF
 DL1177'BRIDGE OVER THE RED RIVER AT FULTON, THENCE 1.1 MILE SOUTHWEST
 DL1177'ALONG LEVEE, THENCE 0.1 MILE SOUTHEAST TO US HIGHWAY 67, THENCE
 DL1177'0.8 MILE SOUTHWEST ALONG US HIGHWAY 67, SET IN THE TOP OF THE
 DL1177'WEST HEADWALL OF A BOX CULVERT AND 27 FEET WEST OF THE CENTER OF
 DL1177'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1182 ***********************************************************************
 DL1182  DESIGNATION -  C 261
 DL1182  PID         -  DL1182
 DL1182  STATE/COUNTY-  AR/MILLER
 DL1182  USGS QUAD   -  HOMAN (1975)
 DL1182
 DL1182                         *CURRENT SURVEY CONTROL
 DL1182  ___________________________________________________________________
 DL1182* NAD 83(1986)-  33 31 16.     (N)    093 55 26.     (W)     SCALED    
 DL1182* NAVD 88     -        79.220  (meters)     259.91   (feet)  ADJUSTED  
 DL1182  ___________________________________________________________________
 DL1182  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL1182  DYNAMIC HT  -          79.136 (meters)     259.63  (feet)  COMP
 DL1182  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 DL1182
 DL1182  VERT ORDER  -  FIRST     CLASS I
 DL1182
 DL1182.The horizontal coordinates were scaled from a topographic map and have
 DL1182.an estimated accuracy of +/- 6 seconds.
 DL1182
 DL1182.The orthometric height was determined by differential leveling
 DL1182.and adjusted by the National Geodetic Survey in June 1991..
 DL1182
 DL1182.The geoid height was determined by GEOID03.
 DL1182
 DL1182.The dynamic height is computed by dividing the NAVD 88
 DL1182.geopotential number by the normal gravity value computed on the
 DL1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1182.degrees latitude (g = 980.6199 gals.).
 DL1182
 DL1182.The modeled gravity was interpolated from observed gravity values.
 DL1182
 DL1182;                    North         East    Units  Estimated Accuracy
 DL1182;SPC AR S     -   496,450.      221,290.      MT  (+/- 180 meters Scaled)
 DL1182
 DL1182                          SUPERSEDED SURVEY CONTROL
 DL1182
 DL1182  NGVD 29 (??/??/??)   79.234  (m)          259.95   (f) ADJUSTED    1 1
 DL1182
 DL1182.Superseded values are not recommended for survey control.
 DL1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1182.See file dsdata.txt to determine how the superseded data were derived.
 DL1182
 DL1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT142094(NAD 83)
 DL1182_MARKER: DB = BENCH MARK DISK
 DL1182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1182_SP_SET: UNKNOWN
 DL1182_STAMPING: C 261 1977
 DL1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1182
 DL1182  HISTORY     - Date     Condition        Report By
 DL1182  HISTORY     - 1977     MONUMENTED       NGS
 DL1182
 DL1182                          STATION DESCRIPTION
 DL1182
 DL1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1182'9.4 MI SW FROM FULTON.
 DL1182'1.8 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END OF
 DL1182'THE BRIDGE OVER THE RED RIVER AT FULTON, THENCE 1.1 MILE SOUTHWEST
 DL1182'ALONG THE LEVEE, THENCE 0.1 MILE SOUTHEAST TO US HIGHWAY 67, THENCE
 DL1182'6.4 MILES SOUTHWEST ALONG US HIGHWAY 67, 80 FEET NORTHWEST OF THE
 DL1182'JUNCTION OF HIGHWAY AND A PAVED ROAD LEADING TO INTERSTATE HIGHWAY
 DL1182'30, 68 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, AND 28 FEET
 DL1182'NORTHEAST OF THE CENTER OF A PAVED ROAD.
 DL1182'SETTING CLASSIFICATION WAS LEFT OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0082 ***********************************************************************
 GG0082  DESIGNATION -  C 27
 GG0082  PID         -  GG0082
 GG0082  STATE/COUNTY-  AR/WASHINGTON
 GG0082  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0082
 GG0082                         *CURRENT SURVEY CONTROL
 GG0082  ___________________________________________________________________
 GG0082* NAD 83(1986)-  36 04 41.     (N)    094 10 06.     (W)     SCALED    
 GG0082* NAVD 88     -       402.205  (meters)    1319.57   (feet)  ADJUSTED  
 GG0082  ___________________________________________________________________
 GG0082  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0082  DYNAMIC HT  -         401.844 (meters)    1318.38  (feet)  COMP
 GG0082  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 GG0082
 GG0082  VERT ORDER  -  FIRST     CLASS II
 GG0082
 GG0082.The horizontal coordinates were scaled from a topographic map and have
 GG0082.an estimated accuracy of +/- 6 seconds.
 GG0082
 GG0082.The orthometric height was determined by differential leveling
 GG0082.and adjusted by the National Geodetic Survey in June 1991..
 GG0082
 GG0082.The geoid height was determined by GEOID03.
 GG0082
 GG0082.The dynamic height is computed by dividing the NAVD 88
 GG0082.geopotential number by the normal gravity value computed on the
 GG0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0082.degrees latitude (g = 980.6199 gals.).
 GG0082
 GG0082.The modeled gravity was interpolated from observed gravity values.
 GG0082
 GG0082;                    North         East    Units  Estimated Accuracy
 GG0082;SPC AR N     -   195,720.      204,710.      MT  (+/- 180 meters Scaled)
 GG0082
 GG0082                          SUPERSEDED SURVEY CONTROL
 GG0082
 GG0082  NGVD 29 (??/??/92)  402.041  (m)         1319.03   (f) ADJ UNCH    1 2
 GG0082
 GG0082.Superseded values are not recommended for survey control.
 GG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0082.See file dsdata.txt to determine how the superseded data were derived.
 GG0082
 GG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV948932(NAD 83)
 GG0082_MARKER: DB = BENCH MARK DISK
 GG0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0082_SP_SET: HEADWALL
 GG0082_STAMPING: C 27 1932 1319.030
 GG0082_MARK LOGO: CGS   
 GG0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0082+STABILITY: SURFACE MOTION
 GG0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0082+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1998
 GG0082
 GG0082  HISTORY     - Date     Condition        Report By
 GG0082  HISTORY     - 1932     MONUMENTED       CGS
 GG0082  HISTORY     - 1960     GOOD             NGS
 GG0082  HISTORY     - 19891114 GOOD             NGS
 GG0082  HISTORY     - 19980226 GOOD             ARHD
 GG0082
 GG0082                          STATION DESCRIPTION
 GG0082
 GG0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0082'AT FAYETTEVILLE.
 GG0082'AT FAYETTEVILLE, WASHINGTON COUNTY, 0.7 MILE NORTH OF THE
 GG0082'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 28-1/2 POLES SOUTH OF
 GG0082'MILEPOST 351, ON THE WEST SIDE OF THE TRACK, AND IN THE TOP OF
 GG0082'THE SOUTH END OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED
 GG0082'1319.030 C 27 1932.
 GG0082
 GG0082                          STATION RECOVERY (1989)
 GG0082
 GG0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0082'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.1 KM
 GG0082'(0.05 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 GG0082'JUNCTION OF NORTH STREET IN FAYETTEVILLE, IN TOP OF AND 0.3 M (1.0
 GG0082'FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A BOX
 GG0082'CULVERT, 8.2 M (26.9 FT) WEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT)
 GG0082'BELOW THE LEVEL OF THE TRACK.
 GG0082
 GG0082                          STATION RECOVERY (1998)
 GG0082
 GG0082'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1998
 GG0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0036 ***********************************************************************
 FH0036  DESIGNATION -  C 28
 FH0036  PID         -  FH0036
 FH0036  STATE/COUNTY-  AR/CRAWFORD
 FH0036  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0036
 FH0036                         *CURRENT SURVEY CONTROL
 FH0036  ___________________________________________________________________
 FH0036* NAD 83(1986)-  35 39 12.     (N)    094 10 02.     (W)     SCALED    
 FH0036* NAVD 88     -       229.270  (meters)     752.20   (feet)  ADJUSTED  
 FH0036  ___________________________________________________________________
 FH0036  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FH0036  DYNAMIC HT  -         229.058 (meters)     751.50  (feet)  COMP
 FH0036  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 FH0036
 FH0036  VERT ORDER  -  FIRST     CLASS II
 FH0036
 FH0036.The horizontal coordinates were scaled from a topographic map and have
 FH0036.an estimated accuracy of +/- 6 seconds.
 FH0036
 FH0036.The orthometric height was determined by differential leveling
 FH0036.and adjusted by the National Geodetic Survey in June 1991..
 FH0036
 FH0036.The geoid height was determined by GEOID03.
 FH0036
 FH0036.The dynamic height is computed by dividing the NAVD 88
 FH0036.geopotential number by the normal gravity value computed on the
 FH0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0036.degrees latitude (g = 980.6199 gals.).
 FH0036
 FH0036.The modeled gravity was interpolated from observed gravity values.
 FH0036
 FH0036;                    North         East    Units  Estimated Accuracy
 FH0036;SPC AR N     -   148,600.      203,770.      MT  (+/- 180 meters Scaled)
 FH0036
 FH0036                          SUPERSEDED SURVEY CONTROL
 FH0036
 FH0036  NGVD 29 (??/??/92)  229.149  (m)          751.80   (f) ADJ UNCH    1 2
 FH0036
 FH0036.Superseded values are not recommended for survey control.
 FH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0036.See file dsdata.txt to determine how the superseded data were derived.
 FH0036
 FH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV943461(NAD 83)
 FH0036_MARKER: DB = BENCH MARK DISK
 FH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0036_SP_SET: CONCRETE POST
 FH0036_STAMPING: C 28 1932 751.800
 FH0036_MARK LOGO: CGS   
 FH0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0036+STABILITY: SURFACE MOTION
 FH0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0036+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1989
 FH0036
 FH0036  HISTORY     - Date     Condition        Report By
 FH0036  HISTORY     - 1932     MONUMENTED       CGS
 FH0036  HISTORY     - 1959     GOOD             NGS
 FH0036  HISTORY     - 19891109 GOOD             NGS
 FH0036
 FH0036                          STATION DESCRIPTION
 FH0036
 FH0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0036'2 MI N FROM MOUNTAINBURG.
 FH0036'2.0 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0036'MOUNTAINBURG, CRAWFORD COUNTY, AT POLE 388+14, AT A FARM-ROAD
 FH0036'CROSSING.  40 FEET EAST OF THE TRACK, AND 15 FEET NORTH OF THE
 FH0036'FARM ROAD.  A STANDARD DISK, STAMPED 751.800 C 28 1932 AND SET IN
 FH0036'THE TOP OF A CONCRETE POST.  NOTE-- MARK IS ALSO 1 FOOT WEST OF THE
 FH0036'RAILROAD RIGHT-OF-WAY FENCE.
 FH0036
 FH0036                          STATION RECOVERY (1989)
 FH0036
 FH0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0036'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.6 KM
 FH0036'(2.25 MI) SOUTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 FH0036'POST OFFICE IN CHESTER, 12.0 M (39.4 FT) EAST OF THE NEAR RAIL, 4.6 M
 FH0036'(15.1 FT) NORTH OF THE CENTER OF A GATE, 2.1 M (6.9 FT) BELOW THE
 FH0036'LEVEL OF THE TRACK, 0.3 M (1.0 FT) WEST OF A FENCE, AND IN A CONCRETE
 FH0036'MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1658 ***********************************************************************
 EJ1658  DESIGNATION -  C 287
 EJ1658  PID         -  EJ1658
 EJ1658  STATE/COUNTY-  AR/PULASKI
 EJ1658  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1658
 EJ1658                         *CURRENT SURVEY CONTROL
 EJ1658  ___________________________________________________________________
 EJ1658* NAD 83(1986)-  34 45 19.     (N)    092 16 53.     (W)     SCALED    
 EJ1658* NAVD 88     -        76.898  (meters)     252.29   (feet)  ADJUSTED  
 EJ1658  ___________________________________________________________________
 EJ1658  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ1658  DYNAMIC HT  -          76.827 (meters)     252.06  (feet)  COMP
 EJ1658  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 EJ1658
 EJ1658  VERT ORDER  -  FIRST     CLASS II
 EJ1658
 EJ1658.The horizontal coordinates were scaled from a topographic map and have
 EJ1658.an estimated accuracy of +/- 6 seconds.
 EJ1658
 EJ1658.The orthometric height was determined by differential leveling
 EJ1658.and adjusted by the National Geodetic Survey in June 1991..
 EJ1658
 EJ1658.The geoid height was determined by GEOID03.
 EJ1658
 EJ1658.The dynamic height is computed by dividing the NAVD 88
 EJ1658.geopotential number by the normal gravity value computed on the
 EJ1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1658.degrees latitude (g = 980.6199 gals.).
 EJ1658
 EJ1658.The modeled gravity was interpolated from observed gravity values.
 EJ1658
 EJ1658;                    North         East    Units  Estimated Accuracy
 EJ1658;SPC AR S     -   631,700.      374,240.      MT  (+/- 180 meters Scaled)
 EJ1658
 EJ1658                          SUPERSEDED SURVEY CONTROL
 EJ1658
 EJ1658  NGVD 29 (06/07/95)   76.950  (m)          252.46   (f) ADJUSTED    1 2
 EJ1658
 EJ1658.Superseded values are not recommended for survey control.
 EJ1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1658.See file dsdata.txt to determine how the superseded data were derived.
 EJ1658
 EJ1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU657461(NAD 83)
 EJ1658_MARKER: DB = BENCH MARK DISK
 EJ1658_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ1658_SP_SET: ABUTMENT
 EJ1658_STAMPING: C 287 1984
 EJ1658_MARK LOGO: NGS   
 EJ1658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1658+STABILITY: POSITION/ELEVATION WELL
 EJ1658
 EJ1658  HISTORY     - Date     Condition        Report By
 EJ1658  HISTORY     - 1984     MONUMENTED       NGS
 EJ1658  HISTORY     - 1988     GOOD             USPSQD
 EJ1658  HISTORY     - 1988     GOOD             USPSQD
 EJ1658
 EJ1658                          STATION DESCRIPTION
 EJ1658
 EJ1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1658'IN NORTH LITTLE ROCK.
 EJ1658'IN NORTH LITTLE ROCK AT THE NORTH END OF THE WEST ONE OF THREE
 EJ1658'RAILROAD BRIDGES CROSSING THE ARKANSAS RIVER AND IS A DISK SET IN THE
 EJ1658'CONCRETE BASE OF THE NORTH ABUTMENT SUPPORTING THE NORTH END OF A
 EJ1658'STEEL GIRDER WHICH IS 3.04 METERS (10.0 FT) HIGH AND 30.48 METERS
 EJ1658'(100.0 FT) LONG AND 4.8 METERS (16.2 FT) BELOW THE TRACKS, 3.81 METERS
 EJ1658'(12.5 FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING UNDER THE
 EJ1658'TRACKS, 3.65 METERS (12.0 FT) WEST OF A TELEGRAPH POLE WITH CLIMBING
 EJ1658'PEGS, 0.97 METERS (3.3 FT) NORTH OF A GUY CABLE ANCHOR WITH 2 CABLES,
 EJ1658'AND 0.67 METERS (2.2 FT) SOUTH-SOUTHEAST OF THE CENTER OF A STEEL BOLT
 EJ1658'ATTACHING THE GIRDER TO THE ABUTMENT.
 EJ1658'THE MARK IS 1.3 METERS  NNE FROM A WITNESS POST.
 EJ1658'THE MARK IS 0.4 M BELOW TRACK ROAD.
 EJ1658
 EJ1658                          STATION RECOVERY (1988)
 EJ1658
 EJ1658'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1658'RECOVERED IN GOOD CONDITION.
 EJ1658
 EJ1658                          STATION RECOVERY (1988)
 EJ1658
 EJ1658'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1637 ***********************************************************************
 EJ1637  DESIGNATION -  C 288
 EJ1637  PID         -  EJ1637
 EJ1637  STATE/COUNTY-  AR/JEFFERSON
 EJ1637  USGS QUAD   -  REDFIELD (1984)
 EJ1637
 EJ1637                         *CURRENT SURVEY CONTROL
 EJ1637  ___________________________________________________________________
 EJ1637* NAD 83(1986)-  34 24 35.     (N)    092 10 18.     (W)     SCALED    
 EJ1637* NAVD 88     -       101.933  (meters)     334.43   (feet)  ADJUSTED  
 EJ1637  ___________________________________________________________________
 EJ1637  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ1637  DYNAMIC HT  -         101.836 (meters)     334.11  (feet)  COMP
 EJ1637  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 EJ1637
 EJ1637  VERT ORDER  -  FIRST     CLASS II
 EJ1637
 EJ1637.The horizontal coordinates were scaled from a topographic map and have
 EJ1637.an estimated accuracy of +/- 6 seconds.
 EJ1637
 EJ1637.The orthometric height was determined by differential leveling
 EJ1637.and adjusted by the National Geodetic Survey in June 1991..
 EJ1637
 EJ1637.The geoid height was determined by GEOID03.
 EJ1637
 EJ1637.The dynamic height is computed by dividing the NAVD 88
 EJ1637.geopotential number by the normal gravity value computed on the
 EJ1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1637.degrees latitude (g = 980.6199 gals.).
 EJ1637
 EJ1637.The modeled gravity was interpolated from observed gravity values.
 EJ1637
 EJ1637;                    North         East    Units  Estimated Accuracy
 EJ1637;SPC AR S     -   593,340.      384,220.      MT  (+/- 180 meters Scaled)
 EJ1637
 EJ1637                          SUPERSEDED SURVEY CONTROL
 EJ1637
 EJ1637.No superseded survey control is available for this station.
 EJ1637
 EJ1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU761078(NAD 83)
 EJ1637_MARKER: I = METAL ROD
 EJ1637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1637_SP_SET: STAINLESS STEEL ROD
 EJ1637_STAMPING: C 288 1984
 EJ1637_MARK LOGO: NGS   
 EJ1637_PROJECTION: FLUSH
 EJ1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1637_ROD/PIPE-DEPTH: 9.14 meters
 EJ1637
 EJ1637  HISTORY     - Date     Condition        Report By
 EJ1637  HISTORY     - 1984     MONUMENTED       NGS
 EJ1637  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ1637  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1637  HISTORY     - 1990     GOOD             USPSQD
 EJ1637
 EJ1637                          STATION DESCRIPTION
 EJ1637
 EJ1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1637'3.1 KM (1.95 MI) NORTH FROM JEFFERSON.
 EJ1637'3.1 KM (1.95 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1637'JEFFERSON, AT A CONCRETE CULVERT UNDER THE HIGHWAY AND IS SET
 EJ1637'NORTH-NORTHWEST OF A TELEGRAPH POLE BETWEEN THE HIGHWAY AND THE
 EJ1637'MISSOURI PACIFIC RAILROAD TRACKS, 26.97 METERS (88.5 FT)
 EJ1637'EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 21.82 METERS
 EJ1637'(71.6 FT) EAST-NORTHEAST OF THE CENTER OF THE EAST END OF THE CONCRETE
 EJ1637'CULVERT UNDER THE HIGHWAY, 16.58 METERS (54.4 FT) WEST-SOUTHWEST OF
 EJ1637'THE WEST RAIL OF THE TRACKS, AND 0.42 METERS (1.4 FT) NORTH-NORTHWEST
 EJ1637'OF THE TELEGRAPH POLE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL AND
 EJ1637'ANCHORED AT THIS DEPTH.
 EJ1637'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EJ1637'THE MARK IS 0.3 M BELOW HIGHWAY.
 EJ1637
 EJ1637                          STATION RECOVERY (1988)
 EJ1637
 EJ1637'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1637'MARK NOT FOUND.
 EJ1637
 EJ1637                          STATION RECOVERY (1989)
 EJ1637
 EJ1637'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1637'MARK NOT FOUND.
 EJ1637
 EJ1637                          STATION RECOVERY (1990)
 EJ1637
 EJ1637'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5300 ***********************************************************************
 DG5300  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5300  DESIGNATION -  C 288X
 DG5300  PID         -  DG5300
 DG5300  STATE/COUNTY-  AR/JEFFERSON
 DG5300  USGS QUAD   -  REDFIELD (1984)
 DG5300
 DG5300                         *CURRENT SURVEY CONTROL
 DG5300  ___________________________________________________________________
 DG5300* NAD 83(1997)-  34 24 36.11664(N)    092 10 18.87407(W)     ADJUSTED  
 DG5300* NAVD 88     -       100.99   (meters)     331.3    (feet)  GPS OBS   
 DG5300  ___________________________________________________________________
 DG5300  X           -    -199,636.685 (meters)                     COMP
 DG5300  Y           -  -5,263,967.221 (meters)                     COMP
 DG5300  Z           -   3,584,104.919 (meters)                     COMP
 DG5300  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DG5300  ELLIP HEIGHT-          74.90  (meters)          (04/05/04) GPS OBS
 DG5300  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DG5300
 DG5300  HORZ ORDER  -  FIRST
 DG5300  ELLP ORDER  -  SECOND    CLASS I
 DG5300
 DG5300.The horizontal coordinates were established by GPS observations
 DG5300.and adjusted by the National Geodetic Survey in April 2004..
 DG5300
 DG5300.The orthometric height was determined by GPS observations and a
 DG5300.high-resolution geoid model using precise GPS observation and
 DG5300.processing techniques.
 DG5300
 DG5300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5300
 DG5300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5300
 DG5300.The ellipsoidal height was determined by GPS observations
 DG5300.and is referenced to NAD 83.
 DG5300
 DG5300.The geoid height was determined by GEOID03.
 DG5300
 DG5300;                    North         East     Units Scale Factor Converg.
 DG5300;SPC AR S     -   593,375.943   384,195.854   MT  0.99993989   -0 05 46.4
 DG5300;SPC AR S     - 1,946,767.57  1,260,482.56   sFT  0.99993989   -0 05 46.4
 DG5300;UTM  15      - 3,807,931.880   576,103.938   MT  0.99967139   +0 28 04.7
 DG5300
 DG5300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5300!SPC AR S     -   0.99998824  x   0.99993989  =   0.99992813
 DG5300!UTM  15      -   0.99998824  x   0.99967139  =   0.99965964
 DG5300
 DG5300                          SUPERSEDED SURVEY CONTROL
 DG5300
 DG5300.No superseded survey control is available for this station.
 DG5300
 DG5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7610407932(NAD 83)
 DG5300_MARKER: F = FLANGE-ENCASED ROD
 DG5300_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5300+WITH SETTING: INFORMATION.
 DG5300_STAMPING: C288X 2002
 DG5300_MARK LOGO: USACE 
 DG5300_PROJECTION: RECESSED 10 CENTIMETERS
 DG5300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5300+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 DG5300_ROD/PIPE-DEPTH:  2.1 meters
 DG5300
 DG5300  HISTORY     - Date     Condition        Report By
 DG5300  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5300
 DG5300                          STATION DESCRIPTION
 DG5300
 DG5300'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5300'THE MARK IS LOCATED 16.1 KM (10MI) NORTHWEST OF PINE BLUFF, AR.
 DG5300' 
 DG5300'TO REACH THE MARK FROM THE INTERSECTION OF S.R. 46 AND S.R. 365 IN
 DG5300'REDFIELD, AR, PROCEED SOUTH ON S.R. 365 FOR 4.03 KM (2.5MI) TO THE
 DG5300'MARK ON THE RIGHT, ON THE WEST SIDE OF S.R. 365.
 DG5300' 
 DG5300'THE MARK IS 18.7 M (61.2 FT.) WEST SOUTHWEST OF THE CENTERLINE OF S.R.
 DG5300'365, 28.9 M (94.8 FT.) SOUTH SOUTHEAST OF THE CENTERLINE OF MORRISON
 DG5300'RD., 9.7 M (32.0 FT.) SOUTH OF A TELEPHONE BOX, 56.1 M (184.0 FT.)
 DG5300'WEST OF BENCHMARK C288 (1984), AND 0.6 M (2.0 FT.) EAST NORTHEAST OF A
 DG5300'CARSONITE WITNESS POST.
 DG5300' 
 DG5300'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5300'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.1 M (0.3 FT) BELOW GROUND.
 DG5300' 
 DG5300'THE MARK IS STAMPED ... C288X 2002
 DG5300' 
 DG5300'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2579 ***********************************************************************
 EH2579  DESIGNATION -  C 289
 EH2579  PID         -  EH2579
 EH2579  STATE/COUNTY-  AR/JEFFERSON
 EH2579  USGS QUAD   -  LADD (1975)
 EH2579
 EH2579                         *CURRENT SURVEY CONTROL
 EH2579  ___________________________________________________________________
 EH2579* NAD 83(1986)-  34 11 41.     (N)    091 56 19.     (W)     SCALED    
 EH2579* NAVD 88     -        62.004  (meters)     203.42   (feet)  ADJUSTED  
 EH2579  ___________________________________________________________________
 EH2579  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH2579  DYNAMIC HT  -          61.943 (meters)     203.22  (feet)  COMP
 EH2579  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 EH2579
 EH2579  VERT ORDER  -  FIRST     CLASS II
 EH2579
 EH2579.The horizontal coordinates were scaled from a topographic map and have
 EH2579.an estimated accuracy of +/- 6 seconds.
 EH2579
 EH2579.The orthometric height was determined by differential leveling
 EH2579.and adjusted by the National Geodetic Survey in June 1991..
 EH2579
 EH2579.The geoid height was determined by GEOID03.
 EH2579
 EH2579.The dynamic height is computed by dividing the NAVD 88
 EH2579.geopotential number by the normal gravity value computed on the
 EH2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2579.degrees latitude (g = 980.6199 gals.).
 EH2579
 EH2579.The modeled gravity was interpolated from observed gravity values.
 EH2579
 EH2579;                    North         East    Units  Estimated Accuracy
 EH2579;SPC AR S     -   569,480.      405,660.      MT  (+/- 180 meters Scaled)
 EH2579
 EH2579                          SUPERSEDED SURVEY CONTROL
 EH2579
 EH2579.No superseded survey control is available for this station.
 EH2579
 EH2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT977842(NAD 83)
 EH2579_MARKER: I = METAL ROD
 EH2579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2579_SP_SET: STAINLESS STEEL ROD
 EH2579_STAMPING: C 289 1984
 EH2579_MARK LOGO: NGS   
 EH2579_PROJECTION: FLUSH
 EH2579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2579_ROD/PIPE-DEPTH: 24.4 meters
 EH2579
 EH2579  HISTORY     - Date     Condition        Report By
 EH2579  HISTORY     - 1984     MONUMENTED       NGS
 EH2579  HISTORY     - 19880120 GOOD             USPSQD
 EH2579  HISTORY     - 1989     GOOD             USPSQD
 EH2579  HISTORY     - 1989     GOOD             USPSQD
 EH2579  HISTORY     - 1990     GOOD             USPSQD
 EH2579
 EH2579                          STATION DESCRIPTION
 EH2579
 EH2579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2579'7.95 KM (4.95 MI) SE FROM PINE BLUFF.
 EH2579'0.2 KM (0.1 MI) SOUTH ALONG ALABAMA STREET FROM THE UNION STATION
 EH2579'RESTAURANT (0LD UNION STATION) IN PINE BLUFF, THENCE 1.1 KM (0.7 MI)
 EH2579'EAST ALONG SIXTH STREET, THENCE 1.2 KM (0.75 MI) SOUTH ALONG OHIO
 EH2579'STREET, THENCE 5.5 KM (3.4 MI) SOUTHEAST ALONG EAST HARDING STREET
 EH2579'(U.S. HIGHWAY 65 BUSINESS), NEAR THE NORTH SIDE OF THE HIGHWAY, SET
 EH2579'NEAR THE BRICK SIGN PLATFORM OF THE GREEN MEADOWS BAPTIST CHURCH,
 EH2579'26.51 METERS (87.0 FT) EAST OF THE CENTER OF THE EAST ONE OF TWO
 EH2579'ENTRANCES, 19.81 METERS (65.0 FT) WEST OF THE CENTER OF THE WEST ONE
 EH2579'OF TWO ENTRANCES, 18.59 METERS (61.0 FT) SOUTH OF THE CENTER OF
 EH2579'HIGHWAY 65, 0.42 METERS (1.4 FT) NORTHEAST OF THE SOUTHEAST CORNER OF
 EH2579'THE SIGN PLATFORM, AND 0.3 METER (1.0 FT) EAST OF THE EAST FACE OF THE
 EH2579'SIGN PLATFORM.  NOTE, ROD ANCHORED AT THIS DEPTH.
 EH2579'THE MARK IS 0.75 M BELOW HIGHWAY 65.
 EH2579
 EH2579                          STATION RECOVERY (1988)
 EH2579
 EH2579'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2579'RECOVERED IN GOOD CONDITION.
 EH2579
 EH2579                          STATION RECOVERY (1989)
 EH2579
 EH2579'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2579'RECOVERED IN GOOD CONDITION.
 EH2579
 EH2579                          STATION RECOVERY (1989)
 EH2579
 EH2579'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EH2579'RECOVERED IN GOOD CONDITION.
 EH2579
 EH2579                          STATION RECOVERY (1990)
 EH2579
 EH2579'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0169 ***********************************************************************
 FH0169  DESIGNATION -  C 29
 FH0169  PID         -  FH0169
 FH0169  STATE/COUNTY-  AR/CRAWFORD
 FH0169  USGS QUAD   -  ALMA (1987)
 FH0169
 FH0169                         *CURRENT SURVEY CONTROL
 FH0169  ___________________________________________________________________
 FH0169* NAD 83(1986)-  35 29 21.     (N)    094 09 03.     (W)     SCALED    
 FH0169* NAVD 88     -       129.547  (meters)     425.02   (feet)  ADJUSTED  
 FH0169  ___________________________________________________________________
 FH0169  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FH0169  DYNAMIC HT  -         129.428 (meters)     424.63  (feet)  COMP
 FH0169  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 FH0169
 FH0169  VERT ORDER  -  FIRST     CLASS II
 FH0169
 FH0169.The horizontal coordinates were scaled from a topographic map and have
 FH0169.an estimated accuracy of +/- 6 seconds.
 FH0169
 FH0169.The orthometric height was determined by differential leveling
 FH0169.and adjusted by the National Geodetic Survey in June 1991..
 FH0169
 FH0169.The geoid height was determined by GEOID03.
 FH0169
 FH0169.The dynamic height is computed by dividing the NAVD 88
 FH0169.geopotential number by the normal gravity value computed on the
 FH0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0169.degrees latitude (g = 980.6199 gals.).
 FH0169
 FH0169.The modeled gravity was interpolated from observed gravity values.
 FH0169
 FH0169;                    North         East    Units  Estimated Accuracy
 FH0169;SPC AR N     -   130,360.      204,860.      MT  (+/- 180 meters Scaled)
 FH0169
 FH0169                          SUPERSEDED SURVEY CONTROL
 FH0169
 FH0169  NGVD 29 (??/??/92)  129.476  (m)          424.79   (f) ADJ UNCH    1 2
 FH0169
 FH0169.Superseded values are not recommended for survey control.
 FH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0169.See file dsdata.txt to determine how the superseded data were derived.
 FH0169
 FH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV956279(NAD 83)
 FH0169_MARKER: DB = BENCH MARK DISK
 FH0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0169_STAMPING: 424.789 C 29 1932
 FH0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0169+STABILITY: SURFACE MOTION
 FH0169
 FH0169  HISTORY     - Date     Condition        Report By
 FH0169  HISTORY     - 1932     MONUMENTED       CGS
 FH0169  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0169  HISTORY     - 19840221 MARK NOT FOUND   USGS
 FH0169
 FH0169                          STATION DESCRIPTION
 FH0169
 FH0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FH0169'0.7 MI W FROM DYER.
 FH0169'ABOUT 0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FH0169'DYER, CRAWFORD COUNTY, ABOUT 14 POLES WEST OF MILEPOST 485,
 FH0169'25 FEET SOUTH OF THE TRACK, AND 20 FEET NORTH OF THE ROAD
 FH0169'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED 424.789 C 29
 FH0169'1932 AND SET IN THE TOP OF A CONCRETE POST.
 FH0169
 FH0169                          STATION RECOVERY (1959)
 FH0169
 FH0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0169'MARK NOT FOUND.
 FH0169
 FH0169                          STATION RECOVERY (1984)
 FH0169
 FH0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (MK)
 FH0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1660 ***********************************************************************
 EJ1660  DESIGNATION -  C 290
 EJ1660  PID         -  EJ1660
 EJ1660  STATE/COUNTY-  AR/PULASKI
 EJ1660  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1660
 EJ1660                         *CURRENT SURVEY CONTROL
 EJ1660  ___________________________________________________________________
 EJ1660* NAD 83(1986)-  34 46 21.     (N)    092 16 44.     (W)     SCALED    
 EJ1660* NAVD 88     -        80.148  (meters)     262.95   (feet)  ADJUSTED  
 EJ1660  ___________________________________________________________________
 EJ1660  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ1660  DYNAMIC HT  -          80.074 (meters)     262.71  (feet)  COMP
 EJ1660  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 EJ1660
 EJ1660  VERT ORDER  -  FIRST     CLASS II
 EJ1660
 EJ1660.The horizontal coordinates were scaled from a topographic map and have
 EJ1660.an estimated accuracy of +/- 6 seconds.
 EJ1660
 EJ1660.The orthometric height was determined by differential leveling
 EJ1660.and adjusted by the National Geodetic Survey in June 1991..
 EJ1660
 EJ1660.The geoid height was determined by GEOID03.
 EJ1660
 EJ1660.The dynamic height is computed by dividing the NAVD 88
 EJ1660.geopotential number by the normal gravity value computed on the
 EJ1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1660.degrees latitude (g = 980.6199 gals.).
 EJ1660
 EJ1660.The modeled gravity was interpolated from observed gravity values.
 EJ1660
 EJ1660;                    North         East    Units  Estimated Accuracy
 EJ1660;SPC AR S     -   633,610.      374,470.      MT  (+/- 180 meters Scaled)
 EJ1660
 EJ1660                          SUPERSEDED SURVEY CONTROL
 EJ1660
 EJ1660  NGVD 29 (06/07/95)   80.203  (m)          263.13   (f) ADJUSTED    1 2
 EJ1660
 EJ1660.Superseded values are not recommended for survey control.
 EJ1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1660.See file dsdata.txt to determine how the superseded data were derived.
 EJ1660
 EJ1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU659480(NAD 83)
 EJ1660_MARKER: I = METAL ROD
 EJ1660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1660_SP_SET: STAINLESS STEEL ROD
 EJ1660_STAMPING: C 290 1984
 EJ1660_MARK LOGO: NGS   
 EJ1660_PROJECTION: FLUSH
 EJ1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1660_ROD/PIPE-DEPTH: 8.23 meters
 EJ1660
 EJ1660  HISTORY     - Date     Condition        Report By
 EJ1660  HISTORY     - 1984     MONUMENTED       NGS
 EJ1660  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ1660  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1660
 EJ1660                          STATION DESCRIPTION
 EJ1660
 EJ1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1660'IN NORTH LITTLE ROCK.
 EJ1660'IN NORTH LITTLE ROCK SET IN THE NORTHWEST TANGENT OF THE INTERSECTION
 EJ1660'OF STATE HIGHWAY 365 AND 18TH STREET, 1.6 KM (1.0 MI) SOUTH ALONG
 EJ1660'STATE HIGHWAY 365 FROM THE OVERPASS OF INTERSTATE HIGHWAY 40 TO THE
 EJ1660'MARK ON THE RIGHT, 33.92 METERS (111.3 FT) WEST OF THE CENTERLINE OF
 EJ1660'THE HIGHWAY, 53.31 METERS (174.9 FT) NORTH OF THE CENTERLINE OF 18TH
 EJ1660'STREET, 28.50 METERS (93.5 FT) NORTH OF THE NORTH BANK OF A ROCK AND
 EJ1660'MASONRY DRAINAGE DITCH, 6.43 METERS (21.1 FT) SOUTHEAST OF THE
 EJ1660'SOUTHWEST CORNER OF A METAL GARAGE ATTACHED TO A BRICK BUILDING, AND
 EJ1660'3.32 METERS (10.9 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A ONE
 EJ1660'LEVEL BRICK BUILDING WITH A METAL GARAGE ATTACHED.
 EJ1660'THE MARK IS 0.31 M ABOVE HIGHWAY.
 EJ1660
 EJ1660                          STATION RECOVERY (1988)
 EJ1660
 EJ1660'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1660'MARK NOT FOUND.
 EJ1660
 EJ1660                          STATION RECOVERY (1989)
 EJ1660
 EJ1660'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1540 ***********************************************************************
 FG1540  DESIGNATION -  C 291
 FG1540  PID         -  FG1540
 FG1540  STATE/COUNTY-  AR/FAULKNER
 FG1540  USGS QUAD   -  CONWAY (1994)
 FG1540
 FG1540                         *CURRENT SURVEY CONTROL
 FG1540  ___________________________________________________________________
 FG1540* NAD 83(1986)-  35 05 05.     (N)    092 26 17.     (W)     SCALED    
 FG1540* NAVD 88     -        94.090  (meters)     308.69   (feet)  ADJUSTED  
 FG1540  ___________________________________________________________________
 FG1540  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG1540  DYNAMIC HT  -          94.002 (meters)     308.40  (feet)  COMP
 FG1540  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 FG1540
 FG1540  VERT ORDER  -  FIRST     CLASS II
 FG1540
 FG1540.The horizontal coordinates were scaled from a topographic map and have
 FG1540.an estimated accuracy of +/- 6 seconds.
 FG1540
 FG1540.The orthometric height was determined by differential leveling
 FG1540.and adjusted by the National Geodetic Survey in June 1991..
 FG1540
 FG1540.The geoid height was determined by GEOID03.
 FG1540
 FG1540.The dynamic height is computed by dividing the NAVD 88
 FG1540.geopotential number by the normal gravity value computed on the
 FG1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1540.degrees latitude (g = 980.6199 gals.).
 FG1540
 FG1540.The modeled gravity was interpolated from observed gravity values.
 FG1540
 FG1540;                    North         East    Units  Estimated Accuracy
 FG1540;SPC AR N     -    83,450.      360,050.      MT  (+/- 180 meters Scaled)
 FG1540
 FG1540                          SUPERSEDED SURVEY CONTROL
 FG1540
 FG1540  NGVD 29 (06/07/95)   94.125  (m)          308.81   (f) ADJUSTED    1 2
 FG1540
 FG1540.Superseded values are not recommended for survey control.
 FG1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1540.See file dsdata.txt to determine how the superseded data were derived.
 FG1540
 FG1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU512825(NAD 83)
 FG1540_MARKER: DB = BENCH MARK DISK
 FG1540_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FG1540_SP_SET: WALL
 FG1540_STAMPING: C 291 1984
 FG1540_MARK LOGO: NGS   
 FG1540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1540+STABILITY: POSITION/ELEVATION WELL
 FG1540
 FG1540  HISTORY     - Date     Condition        Report By
 FG1540  HISTORY     - 1984     MONUMENTED       NGS
 FG1540  HISTORY     - 1988     GOOD             USPSQD
 FG1540  HISTORY     - 1989     GOOD             USPSQD
 FG1540
 FG1540                          STATION DESCRIPTION
 FG1540
 FG1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1540'IN CONWAY.
 FG1540'IN CONWAY, AT THE SAINT JOSEPH CATHOLIC CHURCH AT THE JUNCTION OF
 FG1540'COLLEGE AVENUE AND FRONT STREET, A DISK SET VERTICALLY IN THE
 FG1540'SOUTHWEST FACE AND NEAR THE NORTHWEST CORNER OF THE CHURCH.
 FG1540'THE MARK IS 0.70 M ABOVE GROUND.
 FG1540
 FG1540                          STATION RECOVERY (1988)
 FG1540
 FG1540'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1540'RECOVERED IN GOOD CONDITION.
 FG1540
 FG1540                          STATION RECOVERY (1989)
 FG1540
 FG1540'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2600 ***********************************************************************
 EH2600  DESIGNATION -  C 292
 EH2600  PID         -  EH2600
 EH2600  STATE/COUNTY-  AR/LINCOLN
 EH2600  USGS QUAD   -  CADES (1975)
 EH2600
 EH2600                         *CURRENT SURVEY CONTROL
 EH2600  ___________________________________________________________________
 EH2600* NAD 83(1986)-  34 01 57.     (N)    091 36 20.     (W)     SCALED    
 EH2600* NAVD 88     -        52.898  (meters)     173.55   (feet)  ADJUSTED  
 EH2600  ___________________________________________________________________
 EH2600  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH2600  DYNAMIC HT  -          52.846 (meters)     173.38  (feet)  COMP
 EH2600  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 EH2600
 EH2600  VERT ORDER  -  FIRST     CLASS II
 EH2600
 EH2600.The horizontal coordinates were scaled from a topographic map and have
 EH2600.an estimated accuracy of +/- 6 seconds.
 EH2600
 EH2600.The orthometric height was determined by differential leveling
 EH2600.and adjusted by the National Geodetic Survey in June 1991..
 EH2600
 EH2600.The geoid height was determined by GEOID03.
 EH2600
 EH2600.The dynamic height is computed by dividing the NAVD 88
 EH2600.geopotential number by the normal gravity value computed on the
 EH2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2600.degrees latitude (g = 980.6199 gals.).
 EH2600
 EH2600.The modeled gravity was interpolated from observed gravity values.
 EH2600
 EH2600;                    North         East    Units  Estimated Accuracy
 EH2600;SPC AR S     -   551,560.      436,420.      MT  (+/- 180 meters Scaled)
 EH2600
 EH2600                          SUPERSEDED SURVEY CONTROL
 EH2600
 EH2600.No superseded survey control is available for this station.
 EH2600
 EH2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT287666(NAD 83)
 EH2600_MARKER: DB = BENCH MARK DISK
 EH2600_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2600_SP_SET: CULVERT HEADWALL
 EH2600_STAMPING: C 292 1984
 EH2600_MARK LOGO: NGS   
 EH2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2600+STABILITY: SURFACE MOTION
 EH2600
 EH2600  HISTORY     - Date     Condition        Report By
 EH2600  HISTORY     - 1984     MONUMENTED       NGS
 EH2600  HISTORY     - 1988     GOOD             USPSQD
 EH2600  HISTORY     - 1989     GOOD             USPSQD
 EH2600  HISTORY     - 1990     GOOD             USPSQD
 EH2600
 EH2600                          STATION DESCRIPTION
 EH2600
 EH2600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2600'6.4 KM (4.0 MI) NW FROM GOULD.
 EH2600'6.4 KM (4.0 MI) NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE JUNCTION OF
 EH2600'STATE HIGHWAY 114 EAST IN GOULD, ON THE SOUTH SIDE OF THE HIGHWAY NEAR
 EH2600'THE WEST END OF A CONCRETE CULVERT, 8.22 METERS (27.0 FT) SOUTH OF THE
 EH2600'CENTER OF THE HIGHWAY, 0.21 METERS (0.7 FT) EAST OF THE WEST END OF
 EH2600'THE CULVERT, AND 0.12 METERS (0.4 FT) NORTH OF THE SOUTH END OF THE
 EH2600'CULVERT.  NOTE, NO SUITABLE PLACE FOR ROD MARK IN THIS AREA.
 EH2600'THE MARK IS 0.30 M BELOW HIGHWAY.
 EH2600
 EH2600                          STATION RECOVERY (1988)
 EH2600
 EH2600'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2600'RECOVERED IN GOOD CONDITION.
 EH2600
 EH2600                          STATION RECOVERY (1989)
 EH2600
 EH2600'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2600'RECOVERED IN GOOD CONDITION.
 EH2600
 EH2600                          STATION RECOVERY (1990)
 EH2600
 EH2600'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1565 ***********************************************************************
 FG1565  DESIGNATION -  C 293
 FG1565  PID         -  FG1565
 FG1565  STATE/COUNTY-  AR/CONWAY
 FG1565  USGS QUAD   -  MORRILTON WEST (1991)
 FG1565
 FG1565                         *CURRENT SURVEY CONTROL
 FG1565  ___________________________________________________________________
 FG1565* NAD 83(1986)-  35 12 30.     (N)    092 49 19.     (W)     SCALED    
 FG1565* NAVD 88     -        93.129  (meters)     305.54   (feet)  ADJUSTED  
 FG1565  ___________________________________________________________________
 FG1565  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FG1565  DYNAMIC HT  -          93.042 (meters)     305.26  (feet)  COMP
 FG1565  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 FG1565
 FG1565  VERT ORDER  -  FIRST     CLASS II
 FG1565
 FG1565.The horizontal coordinates were scaled from a topographic map and have
 FG1565.an estimated accuracy of +/- 6 seconds.
 FG1565
 FG1565.The orthometric height was determined by differential leveling
 FG1565.and adjusted by the National Geodetic Survey in June 1991..
 FG1565
 FG1565.The geoid height was determined by GEOID03.
 FG1565
 FG1565.The dynamic height is computed by dividing the NAVD 88
 FG1565.geopotential number by the normal gravity value computed on the
 FG1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1565.degrees latitude (g = 980.6199 gals.).
 FG1565
 FG1565.The modeled gravity was interpolated from observed gravity values.
 FG1565
 FG1565;                    North         East    Units  Estimated Accuracy
 FG1565;SPC AR N     -    97,390.      325,160.      MT  (+/- 180 meters Scaled)
 FG1565
 FG1565                          SUPERSEDED SURVEY CONTROL
 FG1565
 FG1565.No superseded survey control is available for this station.
 FG1565
 FG1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU162961(NAD 83)
 FG1565_MARKER: I = METAL ROD
 FG1565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1565_SP_SET: STAINLESS STEEL ROD
 FG1565_STAMPING: C 293 1984
 FG1565_MARK LOGO: NGS   
 FG1565_PROJECTION: FLUSH
 FG1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1565_ROD/PIPE-DEPTH: 8.32 meters
 FG1565
 FG1565  HISTORY     - Date     Condition        Report By
 FG1565  HISTORY     - 1984     MONUMENTED       NGS
 FG1565  HISTORY     - 1987     GOOD             USPSQD
 FG1565  HISTORY     - 1987     GOOD             USPSQD
 FG1565  HISTORY     - 1988     GOOD             USPSQD
 FG1565  HISTORY     - 1989     GOOD             USPSQD
 FG1565  HISTORY     - 1989     GOOD             USPSQD
 FG1565  HISTORY     - 19970319 GOOD             USPSQD
 FG1565
 FG1565                          STATION DESCRIPTION
 FG1565
 FG1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1565'9.9 KM (6.15 MI) NW FROM MORRILTON.
 FG1565'0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 FG1565'MORRILTON, THENCE 9.8 KM (6.1 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO A
 FG1565'DIRT ROAD CROSSING THE TRACKS ON THE LEFT AND THE MARK ON THE RIGHT,
 FG1565'17.07 METERS (56.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FG1565'3.44 METERS (11.3 FT) NORTHWEST OF THE CENTER OF A FARM FIELD ROAD,
 FG1565'AND 0.40 METERS (1.3 FT) SOUTHWEST OF A BARBWIRE FENCE.
 FG1565'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 FG1565'THE MARK IS 0.31 M BELOW HIGHWAY.
 FG1565
 FG1565                          STATION RECOVERY (1987)
 FG1565
 FG1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1565'RECOVERED IN GOOD CONDITION.
 FG1565
 FG1565                          STATION RECOVERY (1987)
 FG1565
 FG1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1565'RECOVERED IN GOOD CONDITION.
 FG1565
 FG1565                          STATION RECOVERY (1988)
 FG1565
 FG1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1565'RECOVERED IN GOOD CONDITION.
 FG1565
 FG1565                          STATION RECOVERY (1989)
 FG1565
 FG1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1565'RECOVERED IN GOOD CONDITION.
 FG1565
 FG1565                          STATION RECOVERY (1989)
 FG1565
 FG1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1565'RECOVERED IN GOOD CONDITION.
 FG1565
 FG1565                          STATION RECOVERY (1997)
 FG1565
 FG1565'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1602 ***********************************************************************
 FG1602  DESIGNATION -  C 294
 FG1602  PID         -  FG1602
 FG1602  STATE/COUNTY-  AR/JOHNSON
 FG1602  USGS QUAD   -  DELAWARE (1993)
 FG1602
 FG1602                         *CURRENT SURVEY CONTROL
 FG1602  ___________________________________________________________________
 FG1602* NAD 83(1986)-  35 20 03.     (N)    093 18 03.     (W)     SCALED    
 FG1602* NAVD 88     -       118.698  (meters)     389.43   (feet)  ADJUSTED  
 FG1602  ___________________________________________________________________
 FG1602  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1602  DYNAMIC HT  -         118.586 (meters)     389.06  (feet)  COMP
 FG1602  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 FG1602
 FG1602  VERT ORDER  -  FIRST     CLASS II
 FG1602
 FG1602.The horizontal coordinates were scaled from a topographic map and have
 FG1602.an estimated accuracy of +/- 6 seconds.
 FG1602
 FG1602.The orthometric height was determined by differential leveling
 FG1602.and adjusted by the National Geodetic Survey in June 1991..
 FG1602
 FG1602.The geoid height was determined by GEOID03.
 FG1602
 FG1602.The dynamic height is computed by dividing the NAVD 88
 FG1602.geopotential number by the normal gravity value computed on the
 FG1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1602.degrees latitude (g = 980.6199 gals.).
 FG1602
 FG1602.The modeled gravity was interpolated from observed gravity values.
 FG1602
 FG1602;                    North         East    Units  Estimated Accuracy
 FG1602;SPC AR N     -   111,820.      281,740.      MT  (+/- 180 meters Scaled)
 FG1602
 FG1602                          SUPERSEDED SURVEY CONTROL
 FG1602
 FG1602.No superseded survey control is available for this station.
 FG1602
 FG1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV726101(NAD 83)
 FG1602_MARKER: DB = BENCH MARK DISK
 FG1602_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FG1602_SP_SET: TOWER FOOTING
 FG1602_STAMPING: C 294 1984
 FG1602_MARK LOGO: NGS   
 FG1602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1602
 FG1602  HISTORY     - Date     Condition        Report By
 FG1602  HISTORY     - 1984     MONUMENTED       NGS
 FG1602  HISTORY     - 1987     GOOD             USPSQD
 FG1602  HISTORY     - 1988     GOOD             USPSQD
 FG1602  HISTORY     - 1989     GOOD             USPSQD
 FG1602  HISTORY     - 1990     GOOD             USPSQD
 FG1602
 FG1602                          STATION DESCRIPTION
 FG1602
 FG1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1602'4.0 KM (2.5 MI) WEST FROM LONDON.
 FG1602'4.0 KM (2.5 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1602'LONDON, AT THE WEST ONE OF TWO HIGH TENTION POWERLINES, IS SET IN TOP
 FG1602'OF THE EAST ONE OF TWO LARGE CONCRETE ANCHORS FOR THE POWERLINE
 FG1602'STRUCTURE PROJECTS ABOUT 0.46 METERS (1.5 FT) ABOVE THE GROUND,
 FG1602'20.72 METERS (68.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FG1602'24.99 METERS (82.0 FT) SOUTH OF THE EAST ONE OF TWO LEGS OF THE
 FG1602'POWERLINE STRUCTURE, AND 13.41 METERS (44.0 FT) EAST OF THE WEST ONE
 FG1602'OF TWO CONCRETE ANCHORS.
 FG1602'THE MARK IS 0.5 M ABOVE HIGHWAY 64.
 FG1602
 FG1602                          STATION RECOVERY (1987)
 FG1602
 FG1602'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1602'RECOVERED IN GOOD CONDITION.
 FG1602
 FG1602                          STATION RECOVERY (1988)
 FG1602
 FG1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1602'RECOVERED IN GOOD CONDITION.
 FG1602
 FG1602                          STATION RECOVERY (1989)
 FG1602
 FG1602'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1602'RECOVERED IN GOOD CONDITION.
 FG1602
 FG1602                          STATION RECOVERY (1990)
 FG1602
 FG1602'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0806 ***********************************************************************
 FH0806  DESIGNATION -  C 295
 FH0806  PID         -  FH0806
 FH0806  STATE/COUNTY-  AR/SEBASTIAN
 FH0806  USGS QUAD   -  FORT SMITH (1987)
 FH0806
 FH0806                         *CURRENT SURVEY CONTROL
 FH0806  ___________________________________________________________________
 FH0806* NAD 83(1986)-  35 23 14.     (N)    094 26 01.     (W)     SCALED    
 FH0806* NAVD 88     -       124.347  (meters)     407.96   (feet)  ADJUSTED  
 FH0806  ___________________________________________________________________
 FH0806  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FH0806  DYNAMIC HT  -         124.230 (meters)     407.58  (feet)  COMP
 FH0806  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FH0806
 FH0806  VERT ORDER  -  FIRST     CLASS II
 FH0806
 FH0806.The horizontal coordinates were scaled from a topographic map and have
 FH0806.an estimated accuracy of +/- 6 seconds.
 FH0806
 FH0806.The orthometric height was determined by differential leveling
 FH0806.and adjusted by the National Geodetic Survey in June 1991..
 FH0806
 FH0806.The geoid height was determined by GEOID03.
 FH0806
 FH0806.The dynamic height is computed by dividing the NAVD 88
 FH0806.geopotential number by the normal gravity value computed on the
 FH0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0806.degrees latitude (g = 980.6199 gals.).
 FH0806
 FH0806.The modeled gravity was interpolated from observed gravity values.
 FH0806
 FH0806;                    North         East    Units  Estimated Accuracy
 FH0806;SPC AR N     -   119,650.      178,930.      MT  (+/- 180 meters Scaled)
 FH0806
 FH0806                          SUPERSEDED SURVEY CONTROL
 FH0806
 FH0806  NGVD 29 (10/05/93)  124.256  (m)          407.66   (f) ADJUSTED    1 2
 FH0806
 FH0806.Superseded values are not recommended for survey control.
 FH0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0806.See file dsdata.txt to determine how the superseded data were derived.
 FH0806
 FH0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV697169(NAD 83)
 FH0806_MARKER: DV = VERTICAL CONTROL DISK
 FH0806_SETTING: 66 = SET IN ROCK OUTCROP
 FH0806_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH0806_STAMPING: C 295 1984
 FH0806_MARK LOGO: NGS   
 FH0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0806+STABILITY: POSITION/ELEVATION WELL
 FH0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0806+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 FH0806
 FH0806  HISTORY     - Date     Condition        Report By
 FH0806  HISTORY     - 1984     MONUMENTED       NGS
 FH0806  HISTORY     - 1985     GOOD             NGS
 FH0806  HISTORY     - 1985     GOOD             NGS
 FH0806  HISTORY     - 1988     GOOD             USPSQD
 FH0806  HISTORY     - 1988     GOOD             USPSQD
 FH0806  HISTORY     - 1989     GOOD             USPSQD
 FH0806  HISTORY     - 19891101 GOOD             NGS
 FH0806
 FH0806                          STATION DESCRIPTION
 FH0806
 FH0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0806'IN FORT SMITH.
 FH0806'IN FORT SMITH, 0.3 KM (0.2 MI) WEST ALONG ROGERS AVENUE FROM THE MAIN
 FH0806'POST OFFICE TO THE HISTORIC COURTHOUSE THEN WALK WEST ACROSS THE
 FH0806'TRACKS AND ALONG THE TOURIST TRAIL TO THE SITE OF THE OLD FORT THE
 FH0806'MARK IS A DISK SET IN AN OUTCROP OF BEDROCK AT THE EDGE OF THE
 FH0806'ARKANSAS RIVER, 108.20 METERS (355.0 FT) SOUTHWEST OF A LARGE METAL
 FH0806'POLE AT THE OLD FORT SITE.
 FH0806'THE MARK IS 1.22 METERS  NNE FROM A WITNESS POST.
 FH0806'THE MARK IS 6.10 M BELOW LEVEL OF THE OLD FORT.
 FH0806
 FH0806                          STATION RECOVERY (1985)
 FH0806
 FH0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0806'RECOVERED IN GOOD CONDITION.
 FH0806
 FH0806                          STATION RECOVERY (1985)
 FH0806
 FH0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0806'RECOVERED IN GOOD CONDITION.
 FH0806
 FH0806                          STATION RECOVERY (1988)
 FH0806
 FH0806'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0806'RECOVERED IN GOOD CONDITION.
 FH0806
 FH0806                          STATION RECOVERY (1988)
 FH0806
 FH0806'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0806'RECOVERED IN GOOD CONDITION.
 FH0806
 FH0806                          STATION RECOVERY (1989)
 FH0806
 FH0806'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0806'RECOVERED IN GOOD CONDITION.
 FH0806
 FH0806                          STATION RECOVERY (1989)
 FH0806
 FH0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1630 ***********************************************************************
 FG1630  DESIGNATION -  C 296
 FG1630  PID         -  FG1630
 FG1630  STATE/COUNTY-  AR/JOHNSON
 FG1630  USGS QUAD   -  HARTMAN (1993)
 FG1630
 FG1630                         *CURRENT SURVEY CONTROL
 FG1630  ___________________________________________________________________
 FG1630* NAD 83(1986)-  35 25 52.     (N)    093 36 52.     (W)     SCALED    
 FG1630* NAVD 88     -       113.619  (meters)     372.76   (feet)  ADJUSTED  
 FG1630  ___________________________________________________________________
 FG1630  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1630  DYNAMIC HT  -         113.514 (meters)     372.42  (feet)  COMP
 FG1630  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FG1630
 FG1630  VERT ORDER  -  FIRST     CLASS II
 FG1630
 FG1630.The horizontal coordinates were scaled from a topographic map and have
 FG1630.an estimated accuracy of +/- 6 seconds.
 FG1630
 FG1630.The orthometric height was determined by differential leveling
 FG1630.and adjusted by the National Geodetic Survey in June 1991..
 FG1630
 FG1630.The geoid height was determined by GEOID03.
 FG1630
 FG1630.The dynamic height is computed by dividing the NAVD 88
 FG1630.geopotential number by the normal gravity value computed on the
 FG1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1630.degrees latitude (g = 980.6199 gals.).
 FG1630
 FG1630.The modeled gravity was interpolated from observed gravity values.
 FG1630
 FG1630;                    North         East    Units  Estimated Accuracy
 FG1630;SPC AR N     -   122,990.      253,410.      MT  (+/- 180 meters Scaled)
 FG1630
 FG1630                          SUPERSEDED SURVEY CONTROL
 FG1630
 FG1630.No superseded survey control is available for this station.
 FG1630
 FG1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV442210(NAD 83)
 FG1630_MARKER: I = METAL ROD
 FG1630_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1630+WITH SETTING: INFORMATION.
 FG1630_SP_SET: SHALLOW SET METAL ROD
 FG1630_STAMPING: C 296 1984
 FG1630_MARK LOGO: NGS   
 FG1630_PROJECTION: FLUSH
 FG1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1630_ROD/PIPE-DEPTH: 2.10 meters
 FG1630
 FG1630  HISTORY     - Date     Condition        Report By
 FG1630  HISTORY     - 1984     MONUMENTED       NGS
 FG1630  HISTORY     - 1987     GOOD             USPSQD
 FG1630  HISTORY     - 1988     GOOD             USPSQD
 FG1630  HISTORY     - 1989     GOOD             USPSQD
 FG1630  HISTORY     - 1989     GOOD             USPSQD
 FG1630
 FG1630                          STATION DESCRIPTION
 FG1630
 FG1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1630'IN HARTMAN.
 FG1630'IS LOCATED AT THE POST OFFICE IN HARTMAN, 8.22 METERS (27 .0 FT) EAST
 FG1630'OF THE CENTER OF A PAVED STREET LEADING NORTH TO U.S. HIGHWAY 64,
 FG1630'2.74 METERS (9.0 FT) NORTH OF THE NORTHWEST CORNER OF THE POST OFFICE
 FG1630'BUILDING, 0.54 METERS (1.8 FT) NORTH OF THE NORTH FACE OF THE POST
 FG1630'OFFICE BUILDING, 2.68 METERS (8.8 FT) NORTH OF THE POST OFFICE FLAG
 FG1630'POLE, AND 0.54 METERS (1.8 FT) EAST OF THE NORTH END OF A 3 FEET HIGH
 FG1630'BRICK RETAINING WALL.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN
 FG1630'ROCK.
 FG1630'THE MARK IS 0.3 M ABOVE PAVED STREET.
 FG1630
 FG1630                          STATION RECOVERY (1987)
 FG1630
 FG1630'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1630'RECOVERED IN GOOD CONDITION.
 FG1630
 FG1630                          STATION RECOVERY (1988)
 FG1630
 FG1630'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1630'RECOVERED IN GOOD CONDITION.
 FG1630
 FG1630                          STATION RECOVERY (1989)
 FG1630
 FG1630'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1630'RECOVERED IN GOOD CONDITION.
 FG1630
 FG1630                          STATION RECOVERY (1989)
 FG1630
 FG1630'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0785 ***********************************************************************
 FH0785  DESIGNATION -  C 297
 FH0785  PID         -  FH0785
 FH0785  STATE/COUNTY-  AR/SEBASTIAN
 FH0785  USGS QUAD   -  LAVACA (1997)
 FH0785
 FH0785                         *CURRENT SURVEY CONTROL
 FH0785  ___________________________________________________________________
 FH0785* NAD 83(1986)-  35 20 04.     (N)    094 08 30.     (W)     SCALED    
 FH0785* NAVD 88     -       119.610  (meters)     392.42   (feet)  ADJUSTED  
 FH0785  ___________________________________________________________________
 FH0785  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FH0785  DYNAMIC HT  -         119.498 (meters)     392.05  (feet)  COMP
 FH0785  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FH0785
 FH0785  VERT ORDER  -  FIRST     CLASS II
 FH0785
 FH0785.The horizontal coordinates were scaled from a topographic map and have
 FH0785.an estimated accuracy of +/- 6 seconds.
 FH0785
 FH0785.The orthometric height was determined by differential leveling
 FH0785.and adjusted by the National Geodetic Survey in June 1991..
 FH0785
 FH0785.The geoid height was determined by GEOID03.
 FH0785
 FH0785.The dynamic height is computed by dividing the NAVD 88
 FH0785.geopotential number by the normal gravity value computed on the
 FH0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0785.degrees latitude (g = 980.6199 gals.).
 FH0785
 FH0785.The modeled gravity was interpolated from observed gravity values.
 FH0785
 FH0785;                    North         East    Units  Estimated Accuracy
 FH0785;SPC AR N     -   113,180.      205,320.      MT  (+/- 180 meters Scaled)
 FH0785
 FH0785                          SUPERSEDED SURVEY CONTROL
 FH0785
 FH0785.No superseded survey control is available for this station.
 FH0785
 FH0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV962107(NAD 83)
 FH0785_MARKER: I = METAL ROD
 FH0785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0785_SP_SET: STAINLESS STEEL ROD
 FH0785_STAMPING: C 297 1984
 FH0785_MARK LOGO: NGS   
 FH0785_PROJECTION: FLUSH
 FH0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0785_ROD/PIPE-DEPTH: 4.27 meters
 FH0785
 FH0785  HISTORY     - Date     Condition        Report By
 FH0785  HISTORY     - 1984     MONUMENTED       NGS
 FH0785
 FH0785                          STATION DESCRIPTION
 FH0785
 FH0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0785'3.1 KM (1.95 MI) EAST FROM LAVACA.
 FH0785'3.1 KM (1.95 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0785'LAVACA TO THE MARK ON THE RIGHT, 29.93 METERS (98.2 FT) SOUTH OF THE
 FH0785'CENTERLINE OF HIGHWAY 96, 28.77 METERS (94.4 FT) SOUTH-SOUTHWEST OF
 FH0785'THE SOUTHWEST CORNER OF A BRIDGE, 1.07 METERS (3.5 FT) WEST-NORTHWEST
 FH0785'OF A RAILROAD TIE FENCE POST, AND 0.30 METERS (1.0 FT) NORTHEAST OF A
 FH0785'FENCE.
 FH0785'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 FH0785'THE MARK IS 1.22 M BELOW HIGHWAY 96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0808 ***********************************************************************
 FH0808  DESIGNATION -  C 298
 FH0808  PID         -  FH0808
 FH0808  STATE/COUNTY-  AR/SEBASTIAN
 FH0808  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0808
 FH0808                         *CURRENT SURVEY CONTROL
 FH0808  ___________________________________________________________________
 FH0808* NAD 83(1997)-  35 21 46.52169(N)    094 25 17.11590(W)     ADJUSTED  
 FH0808* NAVD 88     -       140.759  (meters)     461.81   (feet)  ADJUSTED  
 FH0808  ___________________________________________________________________
 FH0808  X           -    -401,441.478 (meters)                     COMP
 FH0808  Y           -  -5,191,821.226 (meters)                     COMP
 FH0808  Z           -   3,670,839.937 (meters)                     COMP
 FH0808  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 FH0808  ELLIP HEIGHT-         110.59  (meters)          (12/13/01) GPS OBS
 FH0808  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FH0808  DYNAMIC HT  -         140.626 (meters)     461.37  (feet)  COMP
 FH0808  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 FH0808
 FH0808  HORZ ORDER  -  SECOND
 FH0808  VERT ORDER  -  FIRST     CLASS II
 FH0808  ELLP ORDER  -  FIRST     CLASS I
 FH0808
 FH0808.The horizontal coordinates were established by GPS observations
 FH0808.and adjusted by the National Geodetic Survey in February 2000..
 FH0808
 FH0808.The orthometric height was determined by differential leveling
 FH0808.and adjusted by the National Geodetic Survey in June 1991..
 FH0808
 FH0808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0808
 FH0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0808
 FH0808.The ellipsoidal height was determined by GPS observations
 FH0808.and is referenced to NAD 83.
 FH0808
 FH0808.The geoid height was determined by GEOID03.
 FH0808
 FH0808.The dynamic height is computed by dividing the NAVD 88
 FH0808.geopotential number by the normal gravity value computed on the
 FH0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0808.degrees latitude (g = 980.6199 gals.).
 FH0808
 FH0808.The modeled gravity was interpolated from observed gravity values.
 FH0808
 FH0808;                    North         East     Units Scale Factor Converg.
 FH0808;SPC AR N     -   116,929.599   179,967.970   MT  0.99994335   -1 24 32.5
 FH0808;SPC AR N     -   383,626.53    590,444.91   sFT  0.99994335   -1 24 32.5
 FH0808;UTM  15      - 3,914,218.198   370,863.861   MT  0.99980551   -0 49 22.0
 FH0808
 FH0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0808!SPC AR N     -   0.99998264  x   0.99994335  =   0.99992599
 FH0808!UTM  15      -   0.99998264  x   0.99980551  =   0.99978816
 FH0808
 FH0808                          SUPERSEDED SURVEY CONTROL
 FH0808
 FH0808  NAVD 88 (02/22/00)  140.76   (m)          461.8    (f) LEVELING    3  
 FH0808
 FH0808.Superseded values are not recommended for survey control.
 FH0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0808.See file dsdata.txt to determine how the superseded data were derived.
 FH0808
 FH0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7086414218(NAD 83)
 FH0808_MARKER: I = METAL ROD
 FH0808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0808_SP_SET: SHALLOW SET METAL ROD
 FH0808_STAMPING: C 298 1985
 FH0808_MARK LOGO: NGS   
 FH0808_PROJECTION: FLUSH
 FH0808_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0808+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1999
 FH0808_ROD/PIPE-DEPTH: 1.2  meters
 FH0808
 FH0808  HISTORY     - Date     Condition        Report By
 FH0808  HISTORY     - 1985     MONUMENTED       NGS
 FH0808  HISTORY     - 1987     GOOD             USPSQD
 FH0808  HISTORY     - 1988     GOOD             USPSQD
 FH0808  HISTORY     - 1989     GOOD             USPSQD
 FH0808  HISTORY     - 19990611 GOOD             NGS
 FH0808
 FH0808                          STATION DESCRIPTION
 FH0808
 FH0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0808'IN FORT SMITH.
 FH0808'IN FORT SMITH, AT THE JUNCTION OF U.S. HIGHWAY 71 (TOWSON AVENUE) AND
 FH0808'SOUTH U STREET, 2.5 KM (1.55 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE
 FH0808'JUNCTION OF U.S. HIGHWAY 64 IN FORT SMITH, 25.0 METERS (82.0 FT) EAST
 FH0808'OF THE EAST CURB OF U.S. HIGHWAY 71 (TOWSON AVENUE), 5.8 METERS
 FH0808'(19.0 FT) NORTH OF THE CENTERLINE OF U STREET, 0.76 METERS (2.5 FT)
 FH0808'WEST OF A POWERLINE POLE (QUADRUPLE GUYED), 1.2 METERS (4.0 FT) NORTH
 FH0808'OF THE NORTH CURB OF U STREET, 0.61 METERS (2.0 FT) SOUTH OF THE SOUTH
 FH0808'EDGE OF THE EAST-WEST SIDEWALK, AND 19.8 METERS (65.0 FT) WEST OF THE
 FH0808'APPROXIMATE CENTER OF THE WESTERNMOST ENTRANCE TO SPARKS MEDICAL
 FH0808'CENTER.  NOTE, DRIVEN TO REFUSAL AND ANCHORED.
 FH0808'THE MARK IS 0.73 METERS  W FROM A WITNESS POST.
 FH0808'THE MARK IS 0.31 M ABOVE STREET.
 FH0808
 FH0808                          STATION RECOVERY (1987)
 FH0808
 FH0808'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0808'RECOVERED IN GOOD CONDITION.
 FH0808
 FH0808                          STATION RECOVERY (1988)
 FH0808
 FH0808'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0808'RECOVERED IN GOOD CONDITION.
 FH0808
 FH0808                          STATION RECOVERY (1989)
 FH0808
 FH0808'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0808'RECOVERED IN GOOD CONDITION.
 FH0808
 FH0808                          STATION RECOVERY (1999)
 FH0808
 FH0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 FH0808'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0832 ***********************************************************************
 FH0832  DESIGNATION -  C 299
 FH0832  PID         -  FH0832
 FH0832  STATE/COUNTY-  AR/SEBASTIAN
 FH0832  USGS QUAD   -  HUNTINGTON (1987)
 FH0832
 FH0832                         *CURRENT SURVEY CONTROL
 FH0832  ___________________________________________________________________
 FH0832* NAD 83(1986)-  35 04 02.     (N)    094 15 17.     (W)     SCALED    
 FH0832* NAVD 88     -       177.793  (meters)     583.31   (feet)  ADJUSTED  
 FH0832  ___________________________________________________________________
 FH0832  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FH0832  DYNAMIC HT  -         177.613 (meters)     582.72  (feet)  COMP
 FH0832  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 FH0832
 FH0832  VERT ORDER  -  FIRST     CLASS II
 FH0832
 FH0832.The horizontal coordinates were scaled from a topographic map and have
 FH0832.an estimated accuracy of +/- 6 seconds.
 FH0832
 FH0832.The orthometric height was determined by differential leveling
 FH0832.and adjusted by the National Geodetic Survey in June 1991..
 FH0832
 FH0832.The geoid height was determined by GEOID03.
 FH0832
 FH0832.The dynamic height is computed by dividing the NAVD 88
 FH0832.geopotential number by the normal gravity value computed on the
 FH0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0832.degrees latitude (g = 980.6199 gals.).
 FH0832
 FH0832.The modeled gravity was interpolated from observed gravity values.
 FH0832
 FH0832;                    North         East    Units  Estimated Accuracy
 FH0832;SPC AR N     -    83,770.      194,360.      MT  (+/- 180 meters Scaled)
 FH0832
 FH0832                          SUPERSEDED SURVEY CONTROL
 FH0832
 FH0832.No superseded survey control is available for this station.
 FH0832
 FH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU855812(NAD 83)
 FH0832_MARKER: DB = BENCH MARK DISK
 FH0832_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0832_SP_SET: BRIDGE ABUTMENT
 FH0832_STAMPING: C 299 1985
 FH0832_MARK LOGO: NGS   
 FH0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0832
 FH0832  HISTORY     - Date     Condition        Report By
 FH0832  HISTORY     - 1985     MONUMENTED       NGS
 FH0832  HISTORY     - 1987     GOOD             USPSQD
 FH0832  HISTORY     - 1988     GOOD             USPSQD
 FH0832  HISTORY     - 1989     GOOD             USPSQD
 FH0832  HISTORY     - 1990     GOOD             USPSQD
 FH0832
 FH0832                          STATION DESCRIPTION
 FH0832
 FH0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0832'22.7 KM (14.0 MI) SOUTH FROM GREENWOOD.
 FH0832'5.1 KM (3.15 MI) WEST ALONG COUNTY ROAD 10S SPUR FROM THE SEBASTIAN
 FH0832'COUNTY COURTHOUSE IN GREENWOOD, THENCE 17.7 KM (10.95 MI) SOUTH ALONG
 FH0832'U.S. HIGHWAY 71, ALSO 2.0 KM (1.25 MI) SOUTH OF HIGHWAY 252 LEADING
 FH0832'WEST IN HUNTINGTON, SET IN TOP OF THE WEST END OF THE SOUTH ABUTMENT
 FH0832'OF THE BRIDGE OVER A SMALL CREEK, 5.0 METERS (16.5 FT) WEST OF THE
 FH0832'CENTERLINE OF HIGHWAY 71, AND 1.0 METER (3.3 FT) WEST OF A METAL GUARD
 FH0832'RAIL.
 FH0832'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 FH0832
 FH0832                          STATION RECOVERY (1987)
 FH0832
 FH0832'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0832'RECOVERED IN GOOD CONDITION.
 FH0832
 FH0832                          STATION RECOVERY (1988)
 FH0832
 FH0832'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0832'RECOVERED IN GOOD CONDITION.
 FH0832
 FH0832                          STATION RECOVERY (1989)
 FH0832
 FH0832'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0832'RECOVERED IN GOOD CONDITION.
 FH0832
 FH0832                          STATION RECOVERY (1990)
 FH0832
 FH0832'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0724 ***********************************************************************
 FF0724  DESIGNATION -  C 3
 FF0724  PID         -  FF0724
 FF0724  STATE/COUNTY-  AR/CRAIGHEAD
 FF0724  USGS QUAD   -  BONO (1980)
 FF0724
 FF0724                         *CURRENT SURVEY CONTROL
 FF0724  ___________________________________________________________________
 FF0724* NAD 83(1986)-  35 54 28.     (N)    090 48 02.     (W)     SCALED    
 FF0724* NAVD 88     -        79.503  (meters)     260.84   (feet)  ADJUSTED  
 FF0724  ___________________________________________________________________
 FF0724  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0724  DYNAMIC HT  -          79.436 (meters)     260.62  (feet)  COMP
 FF0724  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 FF0724
 FF0724  VERT ORDER  -  FIRST     CLASS II
 FF0724
 FF0724.The horizontal coordinates were scaled from a topographic map and have
 FF0724.an estimated accuracy of +/- 6 seconds.
 FF0724
 FF0724.The orthometric height was determined by differential leveling
 FF0724.and adjusted by the National Geodetic Survey in June 1991..
 FF0724.WARNING-Repeat measurements at this control monument indicate possible
 FF0724.vertical movement.
 FF0724
 FF0724.The geoid height was determined by GEOID03.
 FF0724
 FF0724.The dynamic height is computed by dividing the NAVD 88
 FF0724.geopotential number by the normal gravity value computed on the
 FF0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0724.degrees latitude (g = 980.6199 gals.).
 FF0724
 FF0724.The modeled gravity was interpolated from observed gravity values.
 FF0724
 FF0724;                    North         East    Units  Estimated Accuracy
 FF0724;SPC AR N     -   175,330.      508,260.      MT  (+/- 180 meters Scaled)
 FF0724
 FF0724                          SUPERSEDED SURVEY CONTROL
 FF0724
 FF0724  NGVD 29 (??/??/??)   79.417  (m)          260.55   (f) ADJUSTED    1 2
 FF0724
 FF0724.Superseded values are not recommended for survey control.
 FF0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0724.See file dsdata.txt to determine how the superseded data were derived.
 FF0724
 FF0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV984759(NAD 83)
 FF0724_MARKER: DB = BENCH MARK DISK
 FF0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0724_STAMPING: 260.554 C 3 1928
 FF0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0724+STABILITY: SURFACE MOTION
 FF0724
 FF0724  HISTORY     - Date     Condition        Report By
 FF0724  HISTORY     - 1928     MONUMENTED       CGS
 FF0724  HISTORY     - 1938     GOOD             CGS
 FF0724  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF0724
 FF0724                          STATION DESCRIPTION
 FF0724
 FF0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0724'0.2 MI SE FROM BONO.
 FF0724'0.2 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0724'THE STATION AT BONO, CRAIGHEAD COUNTY, BETWEEN POLES 412/9 AND
 FF0724'412/10, 90 FEET SOUTHEAST OF A SWITCH STAND, 41 FEET SOUTHWEST OF
 FF0724'THE CENTERLINE OF THE MAIN TRACK, 30 FEET SOUTHWEST OF THE SOUTHWEST
 FF0724'END OF A CATTLEGUARD, 10 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE
 FF0724'CORNER, AND 3.7 FEET LOWER THAN THE TOP OF THE RAIL, A STANDARD
 FF0724'DISK, STAMPED 260.554 C 3 1928 AND SET IN THE TOP OF A CONCRETE
 FF0724'POST PROJECTING 4 INCHES ABOVE GROUND.
 FF0724
 FF0724                          STATION RECOVERY (1975)
 FF0724
 FF0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0991 ***********************************************************************
 FG0991  DESIGNATION -  C 30
 FG0991  PID         -  FG0991
 FG0991  STATE/COUNTY-  AR/JOHNSON
 FG0991  USGS QUAD   -  CLARKSVILLE (1993)
 FG0991
 FG0991                         *CURRENT SURVEY CONTROL
 FG0991  ___________________________________________________________________
 FG0991* NAD 83(1986)-  35 25 28.     (N)    093 29 21.     (W)     SCALED    
 FG0991* NAVD 88     -       109.140  (meters)     358.07   (feet)  ADJUSTED  
 FG0991  ___________________________________________________________________
 FG0991  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 FG0991  DYNAMIC HT  -         109.039 (meters)     357.74  (feet)  COMP
 FG0991  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 FG0991
 FG0991  VERT ORDER  -  FIRST     CLASS II
 FG0991
 FG0991.The horizontal coordinates were scaled from a topographic map and have
 FG0991.an estimated accuracy of +/- 6 seconds.
 FG0991
 FG0991.The orthometric height was determined by differential leveling
 FG0991.and adjusted by the National Geodetic Survey in June 1991..
 FG0991
 FG0991.The geoid height was determined by GEOID03.
 FG0991
 FG0991.The dynamic height is computed by dividing the NAVD 88
 FG0991.geopotential number by the normal gravity value computed on the
 FG0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0991.degrees latitude (g = 980.6199 gals.).
 FG0991
 FG0991.The modeled gravity was interpolated from observed gravity values.
 FG0991
 FG0991;                    North         East    Units  Estimated Accuracy
 FG0991;SPC AR N     -   122,070.      264,780.      MT  (+/- 180 meters Scaled)
 FG0991
 FG0991                          SUPERSEDED SURVEY CONTROL
 FG0991
 FG0991  NGVD 29 (??/??/92)  109.117  (m)          357.99   (f) ADJ UNCH    1 2
 FG0991
 FG0991.Superseded values are not recommended for survey control.
 FG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0991.See file dsdata.txt to determine how the superseded data were derived.
 FG0991
 FG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV555202(NAD 83)
 FG0991_MARKER: DB = BENCH MARK DISK
 FG0991_SETTING: 0 = UNSPECIFIED SETTING
 FG0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0991
 FG0991  HISTORY     - Date     Condition        Report By
 FG0991  HISTORY     - UNK      MONUMENTED       CGS
 FG0991  HISTORY     - 1932     GOOD             NGS
 FG0991  HISTORY     - 1959     MARK NOT FOUND   USGS
 FG0991  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0991
 FG0991                          STATION DESCRIPTION
 FG0991
 FG0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0991'IN SPADRA.
 FG0991'ON THE M.P. R.R., .3 OF A MILE E. OF THE DEPOT AT SPADRA, AT SPADRA
 FG0991'JUNCTION, 2 FEET E. OF THE N.E. CORNER OF THE FENCE AROUND THE SECTION
 FG0991'FOREMANS HOUSE, AND 8 FEET S. OF THE RAILROAD.
 FG0991
 FG0991                          STATION RECOVERY (1959)
 FG0991
 FG0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FG0991'MARK NOT FOUND.
 FG0991
 FG0991                          STATION RECOVERY (1984)
 FG0991
 FG0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0991'SEARCHED FOR AND NOT RECOVERED, THE TRACKS HAVE BEEN RAISED, PRESUMED
 FG0991'COVERED BY ABOUT TWO OR THREE FEET OF RAILROAD AGGREGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0690 ***********************************************************************
 EK0690  DESIGNATION -  C 300
 EK0690  PID         -  EK0690
 EK0690  STATE/COUNTY-  AR/SCOTT
 EK0690  USGS QUAD   -  Y CITY (1975)
 EK0690
 EK0690                         *CURRENT SURVEY CONTROL
 EK0690  ___________________________________________________________________
 EK0690* NAD 83(1986)-  34 44 46.     (N)    094 04 32.     (W)     SCALED    
 EK0690* NAVD 88     -       216.264  (meters)     709.53   (feet)  ADJUSTED  
 EK0690  ___________________________________________________________________
 EK0690  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 EK0690  DYNAMIC HT  -         216.037 (meters)     708.78  (feet)  COMP
 EK0690  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 EK0690
 EK0690  VERT ORDER  -  FIRST     CLASS II
 EK0690
 EK0690.The horizontal coordinates were scaled from a topographic map and have
 EK0690.an estimated accuracy of +/- 6 seconds.
 EK0690
 EK0690.The orthometric height was determined by differential leveling
 EK0690.and adjusted by the National Geodetic Survey in June 1991..
 EK0690
 EK0690.The geoid height was determined by GEOID03.
 EK0690
 EK0690.The dynamic height is computed by dividing the NAVD 88
 EK0690.geopotential number by the normal gravity value computed on the
 EK0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0690.degrees latitude (g = 980.6199 gals.).
 EK0690
 EK0690.The modeled gravity was interpolated from observed gravity values.
 EK0690
 EK0690;                    North         East    Units  Estimated Accuracy
 EK0690;SPC AR N     -    47,800.      209,950.      MT  (+/- 180 meters Scaled)
 EK0690
 EK0690                          SUPERSEDED SURVEY CONTROL
 EK0690
 EK0690.No superseded survey control is available for this station.
 EK0690
 EK0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU015454(NAD 83)
 EK0690_MARKER: I = METAL ROD
 EK0690_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0690+WITH SETTING: INFORMATION.
 EK0690_SP_SET: SHALLOW SET METAL ROD
 EK0690_STAMPING: C 300 1985
 EK0690_MARK LOGO: NGS   
 EK0690_PROJECTION: FLUSH
 EK0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0690_ROD/PIPE-DEPTH: 2.4  meters
 EK0690
 EK0690  HISTORY     - Date     Condition        Report By
 EK0690  HISTORY     - 1985     MONUMENTED       NGS
 EK0690  HISTORY     - 1987     GOOD             USPSQD
 EK0690  HISTORY     - 1988     GOOD             USPSQD
 EK0690  HISTORY     - 1989     GOOD             USPSQD
 EK0690  HISTORY     - 1990     GOOD             USPSQD
 EK0690
 EK0690                          STATION DESCRIPTION
 EK0690
 EK0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0690'6.0 KM (3.75 MI) SOUTH FROM BOLES.
 EK0690'6.0 KM (3.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0690'IN BOLES, AT CHANT CEMETERY, 8.9 METERS (29.2 FT) EAST OF THE
 EK0690'CENTERLINE OF HIGHWAY 71, 0.39 METERS (1.3 FT) WEST OF A CYCLONE FENCE
 EK0690'AROUND THE CEMETERY, 8.2 METERS (27.0 FT) WEST-SOUTHWEST OF THE WEST
 EK0690'EDGE OF A HEADSTONE (FROST), 17.1 METERS (56.1 FT) NORTH OF THE SOUTH
 EK0690'END OF A CYCLONE FENCE, 12.8 METERS (42.0 FT) SOUTH OF A 30-INCH OAK
 EK0690'TREE, AND 14.3 METERS (47.0 FT) SOUTH OF THE APPROXIMATE CENTER OF A
 EK0690'GATE TO THE CEMETERY.  NOTE, DRIVEN TO REFUSAL.
 EK0690'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EK0690'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 EK0690
 EK0690                          STATION RECOVERY (1987)
 EK0690
 EK0690'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0690'RECOVERED IN GOOD CONDITION.
 EK0690
 EK0690                          STATION RECOVERY (1988)
 EK0690
 EK0690'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0690'RECOVERED IN GOOD CONDITION.
 EK0690
 EK0690                          STATION RECOVERY (1989)
 EK0690
 EK0690'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0690'RECOVERED IN GOOD CONDITION.
 EK0690
 EK0690                          STATION RECOVERY (1990)
 EK0690
 EK0690'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0719 ***********************************************************************
 EK0719  DESIGNATION -  C 301
 EK0719  PID         -  EK0719
 EK0719  STATE/COUNTY-  AR/POLK
 EK0719  USGS QUAD   -  POTTER (1979)
 EK0719
 EK0719                         *CURRENT SURVEY CONTROL
 EK0719  ___________________________________________________________________
 EK0719* NAD 83(1986)-  34 31 33.     (N)    094 19 33.     (W)     SCALED    
 EK0719* NAVD 88     -       348.525  (meters)    1143.45   (feet)  ADJUSTED  
 EK0719  ___________________________________________________________________
 EK0719  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 EK0719  DYNAMIC HT  -         348.147 (meters)    1142.21  (feet)  COMP
 EK0719  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 EK0719
 EK0719  VERT ORDER  -  FIRST     CLASS II
 EK0719
 EK0719.The horizontal coordinates were scaled from a topographic map and have
 EK0719.an estimated accuracy of +/- 6 seconds.
 EK0719
 EK0719.The orthometric height was determined by differential leveling
 EK0719.and adjusted by the National Geodetic Survey in June 1991..
 EK0719
 EK0719.The geoid height was determined by GEOID03.
 EK0719
 EK0719.The dynamic height is computed by dividing the NAVD 88
 EK0719.geopotential number by the normal gravity value computed on the
 EK0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0719.degrees latitude (g = 980.6199 gals.).
 EK0719
 EK0719.The modeled gravity was interpolated from observed gravity values.
 EK0719
 EK0719;                    North         East    Units  Estimated Accuracy
 EK0719;SPC AR S     -   608,630.      186,490.      MT  (+/- 180 meters Scaled)
 EK0719
 EK0719                          SUPERSEDED SURVEY CONTROL
 EK0719
 EK0719.No superseded survey control is available for this station.
 EK0719
 EK0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU783212(NAD 83)
 EK0719_MARKER: I = METAL ROD
 EK0719_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0719+WITH SETTING: INFORMATION.
 EK0719_SP_SET: SHALLOW SET METAL ROD
 EK0719_STAMPING: C 301 1985
 EK0719_MARK LOGO: NGS   
 EK0719_PROJECTION: FLUSH
 EK0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0719_ROD/PIPE-DEPTH: 1.5  meters
 EK0719
 EK0719  HISTORY     - Date     Condition        Report By
 EK0719  HISTORY     - 1985     MONUMENTED       NGS
 EK0719  HISTORY     - 1987     GOOD             USPSQD
 EK0719  HISTORY     - 1987     GOOD             USPSQD
 EK0719  HISTORY     - 1988     GOOD             USPSQD
 EK0719  HISTORY     - 1989     GOOD             USPSQD
 EK0719  HISTORY     - 1990     GOOD             USPSQD
 EK0719
 EK0719                          STATION DESCRIPTION
 EK0719
 EK0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0719'11.8 KM (7.3 MI) SW FROM MENA.
 EK0719'11.8 KM (7.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0719'SOUTHERN RAILROAD STATION IN MENA, AT AN 8-FEET HIGH CUTBANK, ON TOP
 EK0719'OF A LOW KNOLL, SET BETWEEN TWO WITNESS POSTS, 18.6 METERS (61.0 FT)
 EK0719'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY (SLOPE MEASUREMENT),
 EK0719'1.4 METERS (4.6 FT) NORTH-NORTHEAST OF A POWERLINE POLE WITH A
 EK0719'TRANSFORMER AND VOLT METER ATTACHED, AND 1.5 METERS (4.8 FT) SOUTHWEST
 EK0719'OF A 3-INCH CEDAR TREE.  NOTE, DRIVEN TO REFUSAL.
 EK0719'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 EK0719'THE MARK IS 1.8 M ABOVE HIGHWAY 71.
 EK0719
 EK0719                          STATION RECOVERY (1987)
 EK0719
 EK0719'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0719'RECOVERED IN GOOD CONDITION.
 EK0719
 EK0719                          STATION RECOVERY (1987)
 EK0719
 EK0719'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0719'RECOVERED IN GOOD CONDITION.
 EK0719
 EK0719                          STATION RECOVERY (1988)
 EK0719
 EK0719'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0719'RECOVERED IN GOOD CONDITION.
 EK0719
 EK0719                          STATION RECOVERY (1989)
 EK0719
 EK0719'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0719'RECOVERED IN GOOD CONDITION.
 EK0719
 EK0719                          STATION RECOVERY (1990)
 EK0719
 EK0719'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0743 ***********************************************************************
 EK0743  DESIGNATION -  C 302
 EK0743  PID         -  EK0743
 EK0743  STATE/COUNTY-  AR/POLK
 EK0743  USGS QUAD   -  GILLHAM (1964)
 EK0743
 EK0743                         *CURRENT SURVEY CONTROL
 EK0743  ___________________________________________________________________
 EK0743* NAD 83(1986)-  34 14 29.     (N)    094 20 08.     (W)     SCALED    
 EK0743* NAVD 88     -       285.533  (meters)     936.79   (feet)  ADJUSTED  
 EK0743  ___________________________________________________________________
 EK0743  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 EK0743  DYNAMIC HT  -         285.238 (meters)     935.82  (feet)  COMP
 EK0743  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 EK0743
 EK0743  VERT ORDER  -  FIRST     CLASS II
 EK0743
 EK0743.The horizontal coordinates were scaled from a topographic map and have
 EK0743.an estimated accuracy of +/- 6 seconds.
 EK0743
 EK0743.The orthometric height was determined by differential leveling
 EK0743.and adjusted by the National Geodetic Survey in June 1991..
 EK0743
 EK0743.The geoid height was determined by GEOID03.
 EK0743
 EK0743.The dynamic height is computed by dividing the NAVD 88
 EK0743.geopotential number by the normal gravity value computed on the
 EK0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0743.degrees latitude (g = 980.6199 gals.).
 EK0743
 EK0743.The modeled gravity was interpolated from observed gravity values.
 EK0743
 EK0743;                    North         East    Units  Estimated Accuracy
 EK0743;SPC AR S     -   577,110.      184,880.      MT  (+/- 180 meters Scaled)
 EK0743
 EK0743                          SUPERSEDED SURVEY CONTROL
 EK0743
 EK0743.No superseded survey control is available for this station.
 EK0743
 EK0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT770897(NAD 83)
 EK0743_MARKER: I = METAL ROD
 EK0743_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0743+WITH SETTING: INFORMATION.
 EK0743_SP_SET: SHALLOW SET METAL ROD
 EK0743_STAMPING: C 302 1985
 EK0743_MARK LOGO: NGS   
 EK0743_PROJECTION: FLUSH
 EK0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0743_ROD/PIPE-DEPTH: 1.8  meters
 EK0743
 EK0743  HISTORY     - Date     Condition        Report By
 EK0743  HISTORY     - 1985     MONUMENTED       NGS
 EK0743  HISTORY     - 1987     GOOD             USPSQD
 EK0743  HISTORY     - 1988     GOOD             USPSQD
 EK0743  HISTORY     - 1989     GOOD             USPSQD
 EK0743  HISTORY     - 1990     GOOD             USPSQD
 EK0743  HISTORY     - 20050424 MARK NOT FOUND   GEOCAC
 EK0743
 EK0743                          STATION DESCRIPTION
 EK0743
 EK0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0743'0.4 KM (0.25 MI) NORTH FROM GRANNIS.
 EK0743'0.4 KM (0.25 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0743'GRANNIS, AT A ROCK RETAINING WALL AND DRIVEWAY LEADING WEST,
 EK0743'13.04 METERS (42.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 EK0743'31.08 METERS (102.0 FT) EAST OF THE NORTHEAST CORNER OF A ROCK HOUSE,
 EK0743'19.51 METERS (64.0 FT) NORTH OF THE NORTHEAST CORNER OF A ROCK
 EK0743'RETAINING WALL, 10.21 METERS (33.5 FT) NORTH OF THE CENTERLINE OF THE
 EK0743'DRIVEWAY LEADING WEST, 0.61 METERS (2.0 FT) NORTH OF A POLE WITH A
 EK0743'SECURITY LIGHT ATTACHED, AND 0.30 METERS (1.0 FT) NORTH OF A WITNESS
 EK0743'POST.  DRIVEN TO REFUSAL.
 EK0743'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EK0743'THE MARK IS 0.6 M ABOVE HIGHWAY.
 EK0743
 EK0743                          STATION RECOVERY (1987)
 EK0743
 EK0743'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0743'RECOVERED IN GOOD CONDITION.
 EK0743
 EK0743                          STATION RECOVERY (1988)
 EK0743
 EK0743'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0743'RECOVERED IN GOOD CONDITION.
 EK0743
 EK0743                          STATION RECOVERY (1989)
 EK0743
 EK0743'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0743'RECOVERED IN GOOD CONDITION.
 EK0743
 EK0743                          STATION RECOVERY (1990)
 EK0743
 EK0743'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0743'RECOVERED IN GOOD CONDITION.
 EK0743
 EK0743                          STATION RECOVERY (2005)
 EK0743
 EK0743'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 EK0743'WITNESS ARE INTACT, BUT VEGETATION IN THIS AREA IS VERY OVERGROWN.
 EK0743'MARK WILL NEED TO BE LOCATED USING A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1071 ***********************************************************************
 DM1071  DESIGNATION -  C 303
 DM1071  PID         -  DM1071
 DM1071  STATE/COUNTY-  AR/LITTLE RIVER
 DM1071  USGS QUAD   -  WINTHROP (1975)
 DM1071
 DM1071                         *CURRENT SURVEY CONTROL
 DM1071  ___________________________________________________________________
 DM1071* NAD 83(1986)-  33 46 23.     (N)    094 15 35.     (W)     SCALED    
 DM1071* NAVD 88     -       102.634  (meters)     336.73   (feet)  ADJUSTED  
 DM1071  ___________________________________________________________________
 DM1071  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DM1071  DYNAMIC HT  -         102.529 (meters)     336.38  (feet)  COMP
 DM1071  MODELED GRAV-     979,607.2   (mgal)                       NAVD 88
 DM1071
 DM1071  VERT ORDER  -  FIRST     CLASS II
 DM1071
 DM1071.The horizontal coordinates were scaled from a topographic map and have
 DM1071.an estimated accuracy of +/- 6 seconds.
 DM1071
 DM1071.The orthometric height was determined by differential leveling
 DM1071.and adjusted by the National Geodetic Survey in June 1991..
 DM1071
 DM1071.The geoid height was determined by GEOID03.
 DM1071
 DM1071.The dynamic height is computed by dividing the NAVD 88
 DM1071.geopotential number by the normal gravity value computed on the
 DM1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1071.degrees latitude (g = 980.6199 gals.).
 DM1071
 DM1071.The modeled gravity was interpolated from observed gravity values.
 DM1071
 DM1071;                    North         East    Units  Estimated Accuracy
 DM1071;SPC AR S     -   525,020.      190,710.      MT  (+/- 180 meters Scaled)
 DM1071
 DM1071                          SUPERSEDED SURVEY CONTROL
 DM1071
 DM1071.No superseded survey control is available for this station.
 DM1071
 DM1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT833377(NAD 83)
 DM1071_MARKER: I = METAL ROD
 DM1071_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1071_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1071_STAMPING: C 303 1985
 DM1071_MARK LOGO: NGS   
 DM1071_PROJECTION: FLUSH
 DM1071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1071+STABILITY: POSITION/ELEVATION WELL
 DM1071_ROD/PIPE-DEPTH: 11.0 meters
 DM1071_SLEEVE-DEPTH  : 6.1 meters
 DM1071
 DM1071  HISTORY     - Date     Condition        Report By
 DM1071  HISTORY     - 1985     MONUMENTED       NGS
 DM1071  HISTORY     - 1987     GOOD             USPSQD
 DM1071  HISTORY     - 1988     GOOD             USPSQD
 DM1071  HISTORY     - 1989     GOOD             USPSQD
 DM1071  HISTORY     - 1990     GOOD             USPSQD
 DM1071  HISTORY     - 19920823 GOOD             USPSQD
 DM1071
 DM1071                          STATION DESCRIPTION
 DM1071
 DM1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1071'IN ALLEENE.
 DM1071'IN ALLEENE, AT THE NORTHEAST CORNER OF THE U.S. POST OFFICE, ABOUT ONE
 DM1071'BLOCK SOUTH OF THE CROSSING OF THE KANSAS CITY SOUTHERN RAILROAD AND
 DM1071'ACROSS STATE ROUTE 234, WEST OF A SAW MILL, 23.6 METERS (77.5 FT) WEST
 DM1071'OF THE CENTERLINE OF STATE ROUTE 234, 4.4 METERS (14.5 FT) NORTHEAST
 DM1071'OF THE NORTHEAST CORNER OF THE POST OFFICE BUILDING, 1.7 METERS
 DM1071'(5.7 FT) NORTH OF A FLAGPOLE, AND 9.5 METERS (31.1 FT) EAST-SOUTHEAST
 DM1071'OF A UTILITY POLE WITH AN ELECTRIC METER ATTACHED.
 DM1071'THE MARK IS 1.2 M ABOVE STATE ROUTE.
 DM1071
 DM1071                          STATION RECOVERY (1987)
 DM1071
 DM1071'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1071'RECOVERED IN GOOD CONDITION.
 DM1071
 DM1071                          STATION RECOVERY (1988)
 DM1071
 DM1071'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1071'RECOVERED IN GOOD CONDITION.
 DM1071
 DM1071                          STATION RECOVERY (1989)
 DM1071
 DM1071'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1071'RECOVERED IN GOOD CONDITION.
 DM1071
 DM1071                          STATION RECOVERY (1990)
 DM1071
 DM1071'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1071'RECOVERED IN GOOD CONDITION.
 DM1071
 DM1071                          STATION RECOVERY (1992)
 DM1071
 DM1071'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1077 ***********************************************************************
 DM1077  DESIGNATION -  C 304
 DM1077  PID         -  DM1077
 DM1077  STATE/COUNTY-  AR/LITTLE RIVER
 DM1077  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1077
 DM1077                         *CURRENT SURVEY CONTROL
 DM1077  ___________________________________________________________________
 DM1077* NAD 83(1986)-  33 44 33.     (N)    094 11 07.     (W)     SCALED    
 DM1077* NAVD 88     -        97.883  (meters)     321.14   (feet)  ADJUSTED  
 DM1077  ___________________________________________________________________
 DM1077  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DM1077  DYNAMIC HT  -          97.782 (meters)     320.81  (feet)  COMP
 DM1077  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 DM1077
 DM1077  VERT ORDER  -  FIRST     CLASS II
 DM1077
 DM1077.The horizontal coordinates were scaled from a topographic map and have
 DM1077.an estimated accuracy of +/- 6 seconds.
 DM1077
 DM1077.The orthometric height was determined by differential leveling
 DM1077.and adjusted by the National Geodetic Survey in June 1991..
 DM1077
 DM1077.The geoid height was determined by GEOID03.
 DM1077
 DM1077.The dynamic height is computed by dividing the NAVD 88
 DM1077.geopotential number by the normal gravity value computed on the
 DM1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1077.degrees latitude (g = 980.6199 gals.).
 DM1077
 DM1077.The modeled gravity was interpolated from observed gravity values.
 DM1077
 DM1077;                    North         East    Units  Estimated Accuracy
 DM1077;SPC AR S     -   521,480.      197,540.      MT  (+/- 180 meters Scaled)
 DM1077
 DM1077                          SUPERSEDED SURVEY CONTROL
 DM1077
 DM1077.No superseded survey control is available for this station.
 DM1077
 DM1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT902342(NAD 83)
 DM1077_MARKER: I = METAL ROD
 DM1077_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1077_SP_SET: STAINLESS STEEL ROD
 DM1077_STAMPING: C 304 1985
 DM1077_MARK LOGO: NGS   
 DM1077_PROJECTION: FLUSH
 DM1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1077_ROD/PIPE-DEPTH: 7.3  meters
 DM1077
 DM1077  HISTORY     - Date     Condition        Report By
 DM1077  HISTORY     - 1985     MONUMENTED       NGS
 DM1077  HISTORY     - 1987     GOOD             USPSQD
 DM1077  HISTORY     - 1988     GOOD             USPSQD
 DM1077  HISTORY     - 1989     GOOD             USPSQD
 DM1077  HISTORY     - 1990     GOOD             USPSQD
 DM1077  HISTORY     - 19920823 GOOD             USPSQD
 DM1077  HISTORY     - 19971025 GOOD             USPSQD
 DM1077
 DM1077                          STATION DESCRIPTION
 DM1077
 DM1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1077'3.5 KM (2.2 MI) WEST FROM WILTON.
 DM1077'3.5 KM (2.2 MI) WEST ALONG STATE ROUTE 234 FROM THE JUNCTION OF U.S.
 DM1077'HIGHWAY 71 AND THE POST OFFICE IN WILTON, AT A WOODS ROAD LEADING
 DM1077'NORTH THROUGH A METAL GATE, SET BETWEEN TWO WITNESS POSTS, 13.7 METERS
 DM1077'(45.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.5 METERS (31.0 FT)
 DM1077'WEST OF THE APPROXIMATE CENTER OF THE WOODS ROAD, 13.5 METERS
 DM1077'(44.3 FT) SOUTHWEST OF THE WEST EDGE OF THE METAL GATE, AND 9.3 METERS
 DM1077'(30.5 FT) NORTHWEST OF THE WEST END OF A 20-INCH PIPE CULVERT.  NOTE,
 DM1077'DRIVEN TO REFUSAL.
 DM1077'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 DM1077'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1077
 DM1077                          STATION RECOVERY (1987)
 DM1077
 DM1077'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1077'RECOVERED IN GOOD CONDITION.
 DM1077
 DM1077                          STATION RECOVERY (1988)
 DM1077
 DM1077'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1077'RECOVERED IN GOOD CONDITION.
 DM1077
 DM1077                          STATION RECOVERY (1989)
 DM1077
 DM1077'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1077'RECOVERED IN GOOD CONDITION.
 DM1077
 DM1077                          STATION RECOVERY (1990)
 DM1077
 DM1077'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1077'RECOVERED IN GOOD CONDITION.
 DM1077
 DM1077                          STATION RECOVERY (1992)
 DM1077
 DM1077'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1077'RECOVERED IN GOOD CONDITION.
 DM1077
 DM1077                          STATION RECOVERY (1997)
 DM1077
 DM1077'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2608 ***********************************************************************
 EH2608  DESIGNATION -  C 305
 EH2608  PID         -  EH2608
 EH2608  STATE/COUNTY-  AR/PHILLIPS
 EH2608  USGS QUAD   -  MOON LAKE (1964)
 EH2608
 EH2608                         *CURRENT SURVEY CONTROL
 EH2608  ___________________________________________________________________
 EH2608* NAD 83(1997)-  34 27 05.74595(N)    090 36 00.08061(W)     ADJUSTED  
 EH2608* NAVD 88     -        55.328  (meters)     181.52   (feet)  ADJUSTED  
 EH2608  ___________________________________________________________________
 EH2608  X           -     -55,137.114 (meters)                     COMP
 EH2608  Y           -  -5,264,817.594 (meters)                     COMP
 EH2608  Z           -   3,587,881.661 (meters)                     COMP
 EH2608  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 EH2608  ELLIP HEIGHT-          28.54  (meters)          (09/14/99) GPS OBS
 EH2608  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH2608  DYNAMIC HT  -          55.275 (meters)     181.35  (feet)  COMP
 EH2608  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 EH2608
 EH2608  HORZ ORDER  -  SECOND
 EH2608  VERT ORDER  -  FIRST     CLASS II
 EH2608  ELLP ORDER  -  FOURTH    CLASS I
 EH2608
 EH2608.The horizontal coordinates were established by GPS observations
 EH2608.and adjusted by the National Geodetic Survey in September 1999..
 EH2608
 EH2608.The orthometric height was determined by differential leveling
 EH2608.and adjusted by the National Geodetic Survey in June 1991..
 EH2608
 EH2608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2608
 EH2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2608
 EH2608.The ellipsoidal height was determined by GPS observations
 EH2608.and is referenced to NAD 83.
 EH2608
 EH2608.The geoid height was determined by GEOID03.
 EH2608
 EH2608.The dynamic height is computed by dividing the NAVD 88
 EH2608.geopotential number by the normal gravity value computed on the
 EH2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2608.degrees latitude (g = 980.6199 gals.).
 EH2608
 EH2608.The modeled gravity was interpolated from observed gravity values.
 EH2608
 EH2608;                    North         East     Units Scale Factor Converg.
 EH2608;SPC AR S     -   598,852.685   528,637.086   MT  0.99994490   +0 47 00.8
 EH2608;SPC AR S     - 1,964,735.85  1,734,370.17   sFT  0.99994490   +0 47 00.8
 EH2608;SPC MS W     -   549,070.939   675,494.328   MT  0.99995740   -0 09 03.1
 EH2608;SPC MS W     - 1,801,410.24  2,216,184.31   sFT  0.99995740   -0 09 03.1
 EH2608;UTM  15      - 3,814,843.036   720,476.394   MT  1.00019921   +1 21 29.7
 EH2608
 EH2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2608!SPC AR S     -   0.99999552  x   0.99994490  =   0.99994042
 EH2608!SPC MS W     -   0.99999552  x   0.99995740  =   0.99995292
 EH2608!UTM  15      -   0.99999552  x   1.00019921  =   1.00019473
 EH2608
 EH2608                          SUPERSEDED SURVEY CONTROL
 EH2608
 EH2608  NAD 83(1997)-  34 27 05.74595(N)    090 36 00.08005(W) AD(       ) 2
 EH2608  NAD 83(1986)-  34 27 05.75419(N)    090 36 00.07942(W) AD(       ) 2
 EH2608  NGVD 29 (??/??/??)   55.363  (m)          181.64   (f) ADJUSTED    1 2
 EH2608
 EH2608.Superseded values are not recommended for survey control.
 EH2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2608.See file dsdata.txt to determine how the superseded data were derived.
 EH2608
 EH2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2047614843(NAD 83)
 EH2608_MARKER: I = METAL ROD
 EH2608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2608_SP_SET: STAINLESS STEEL ROD
 EH2608_STAMPING: C 305 1985
 EH2608_MARK LOGO: NGS   
 EH2608_PROJECTION: RECESSED 3 CENTIMETERS
 EH2608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2608+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH2608_ROD/PIPE-DEPTH: 23.2 meters
 EH2608
 EH2608  HISTORY     - Date     Condition        Report By
 EH2608  HISTORY     - 1985     MONUMENTED       NGS
 EH2608  HISTORY     - 1985     GOOD             NGS
 EH2608
 EH2608                          STATION DESCRIPTION
 EH2608
 EH2608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2608'STATION IS LOCATED ABUT 8.5 KM (5.3 MI) SOUTH OF HELENA, 1 KM
 EH2608'(0.6 MI) SOUTH OF THE ARKANSAS POWER AND LIGHT GENERATING STATION,
 EH2608'ON THE WEST TOE OF THE MAIN LEVEE ALONG THE MISSISSIPPI RIVER, AT A
 EH2608'BOUNDARY FENCE, ADJACENT TO A SMALL POND, IN T 3 S, R 3 E, NORTH EDGE
 EH2608'OF NORTHEAST 1/4 OF SECTION 8.  OWNERSHIP--HELENA IMPROVEMENT
 EH2608'DISTRICT, C/O ROSCOPE AND HIGGINS, P.A., P.O. BOX 610,
 EH2608'HELENA AR 72342, PHONE 501-338-3438.
 EH2608'
 EH2608'TO REACH FROM THE JUNCTION OF US HIGHWAY 49 AND STATE HIGHWAYS 20 AND
 EH2608'44 AT THE SOUTH EDGE OF HELENA, GO SOUTH ON HIGHWAYS 20 AND 44 FOR
 EH2608'0.32 KM (0.2 MI) TO A ROAD RIGHT,  CONTINUE AHEAD ON HIGHWAY 20
 EH2608'FOR 9.75 KM (6.0 MI) TO ITS JUNCTION WITH STATE HIGHWAY 20 SPUR ON THE
 EH2608'LEFT.  BEAR LEFT SOUTHEAST, ON HIGHWAY 20 SPUR FOR 3.1 KM (1.95 MI) TO
 EH2608'ITS JUNCTION WITH THE LEVEE ROAD.  TURN LEFT, NORTHEAST, ON THE LEVEE
 EH2608'ROAD FOR 6.5 KM (4.0 MI) TO A CROSS RAMP, A CURVE LEFT AND ELLEN 1980
 EH2608'ON THE RIGHT.  CONTINUE AHEAD FOR 2.17 KM (1.35 MI) TO A CATTLE GUARD.
 EH2608'CONTINUE AHEAD FOR 0.75 KM (0.45 MI) TO A RAMP LEFT LEADING TO A RED
 EH2608'FRAME HOUSE.  TURN LEFT ON THE RAMP FOR 0.11 KM (0.05 MI) TO THE
 EH2608'BOUNDARY FENCE.  TURN SHARP RIGHT, NORTH, ALONG THE FENCE FOR 0.07 KM
 EH2608'(0.05 MI) TO THE STATION.
 EH2608'
 EH2608'STATION MARK , A STANDARD NGS BENCH MARK DATUM POINT CRIMPED TO
 EH2608'A STEEL ROD ENCASED IN A VINYL PIPE AND FLANGED LOGO CAP, IS
 EH2608'FLUSH WITH THE GROUND.  IT IS 2.7 METERS EAST OF A  FIBERGLASS
 EH2608'WITNESS POST IN THE FENCE LINE, 18.8 METERS SOUTH OF A RAILROAD
 EH2608'TIE FENCE POST, 35.5 METERS NORTH OF THE NORTH 1 OF 2
 EH2608'RAILROAD TIE FENCE POSTS, 56.1 METERS (SLOPE) WEST OF
 EH2608'THE LEVEE ROAD CENTER, 0.3 METERS, NORTH OF A FILBERGLASS
 EH2608'WITNESS POST AND 0.3 METERS SOUTH OF A FIBERGLASS
 EH2608'WITNESS POST.
 EH2608'
 EH2608'THIS STATION IS INTERVISIBLE WITH Q 221.
 EH2608
 EH2608                          STATION RECOVERY (1985)
 EH2608
 EH2608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2608'9.6 KM (5.95 MI) SOUTH FROM HELENA.
 EH2608'9.6 KM (5.95 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE EAST
 EH2608'END OF PERRY STREET IN HENENA, 5.8 KM (3.6 MI) SOUTH ALONG THE TOP OF
 EH2608'THE LEVEE FROM THE CROSSING OF U.S. HIGHWAY 49 AND THE WEST END OF THE
 EH2608'MISSISSIPPI RIVER TOLL BRIDGE, 0.16 KM (0.1 MI) NORTH OF A DIRT ROAD
 EH2608'LEADING SOUTHWEST OFF THE LEVEE, AT A NORTH-SOUTH FENCE LINE, NEAR THE
 EH2608'TOE OF THE LEVEE, 0.72 KM (0.45 MI) SOUTH OF BENCH MARK Q 221,
 EH2608'2.2 METERS (7.2 FT) EAST OF A FENCE LINE, 37.2 METERS (122.0 FT) NORTH
 EH2608'OF THE CENTER OF A TRACK ROAD LEADING NORTHWEST THROUGH THE FENCE LINE
 EH2608'TO A POND, 18.9 METERS (62.0 FT) SOUTH OF A RAILROAD TIE FENCE POST,
 EH2608'AND 52.1 METERS (171.0 FT) WEST OF THE APPROXIMATE CENTER OF THE TOP
 EH2608'OF THE LEVEE (SLOPE MEASUREMENT).  NOTE, DRIVEN TO REQUIRED DEPTH.
 EH2608'THE MARK IS 2.2 METERS  E FROM A WITNESS POST.
 EH2608'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1241 ***********************************************************************
 DL1241  DESIGNATION -  C 307
 DL1241  PID         -  DL1241
 DL1241  STATE/COUNTY-  AR/MILLER
 DL1241  USGS QUAD   -  MANDEVILLE (1975)
 DL1241
 DL1241                         *CURRENT SURVEY CONTROL
 DL1241  ___________________________________________________________________
 DL1241* NAD 83(1986)-  33 25 47.     (N)    093 58 05.     (W)     SCALED    
 DL1241* NAVD 88     -       110.820  (meters)     363.58   (feet)  ADJUSTED  
 DL1241  ___________________________________________________________________
 DL1241  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1241  DYNAMIC HT  -         110.702 (meters)     363.19  (feet)  COMP
 DL1241  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 DL1241
 DL1241  VERT ORDER  -  FIRST     CLASS II
 DL1241
 DL1241.The horizontal coordinates were scaled from a topographic map and have
 DL1241.an estimated accuracy of +/- 6 seconds.
 DL1241
 DL1241.The orthometric height was determined by differential leveling
 DL1241.and adjusted by the National Geodetic Survey in June 1991..
 DL1241
 DL1241.The geoid height was determined by GEOID03.
 DL1241
 DL1241.The dynamic height is computed by dividing the NAVD 88
 DL1241.geopotential number by the normal gravity value computed on the
 DL1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1241.degrees latitude (g = 980.6199 gals.).
 DL1241
 DL1241.The modeled gravity was interpolated from observed gravity values.
 DL1241
 DL1241;                    North         East    Units  Estimated Accuracy
 DL1241;SPC AR S     -   486,390.      216,990.      MT  (+/- 180 meters Scaled)
 DL1241
 DL1241                          SUPERSEDED SURVEY CONTROL
 DL1241
 DL1241.No superseded survey control is available for this station.
 DL1241
 DL1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS100993(NAD 83)
 DL1241_MARKER: I = METAL ROD
 DL1241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1241_SP_SET: STAINLESS STEEL ROD
 DL1241_STAMPING: C 307 1985
 DL1241_MARK LOGO: NGS   
 DL1241_PROJECTION: FLUSH
 DL1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1241_ROD/PIPE-DEPTH: 4.3  meters
 DL1241
 DL1241  HISTORY     - Date     Condition        Report By
 DL1241  HISTORY     - 1985     MONUMENTED       NGS
 DL1241
 DL1241                          STATION DESCRIPTION
 DL1241
 DL1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DL1241'7.1 KM (4.4 MI) EAST FROM TEXARKANA.
 DL1241'7.1 KM (4.4 MI) EASTERLY ALONG U.S. HIGHWAY 82 FROM ITS WEST
 DL1241'JUNCTION WITH U.S. HIGHWAY 71 IN TEXARKANA, 0.9 KM (0.55 MI) EAST OF
 DL1241'THE INTERSECTION OF STATE HIGHWAY 237, 21.2 M (69.6 FT) NORTH OF THE
 DL1241'CENTERLINE OF THE HIGHWAY, 10.8 M (35.4 FT) EAST OF THE CENTER OF A
 DL1241'DRIVEWAY LEADING NORTH, 7.6 M (24.9 FT) WEST OF A DRIVEWAY LEADING
 DL1241'NORTH TO THE ARTEX FISHING AND TACKLE COMPANY AT ROUTE 4, BOX 289-A,
 DL1241'0.9 M (3.0 FT) EAST OF A UTILITY POLE, AND 0.4 M (1.3 FT) WEST OF THE
 DL1241'SOUTH END OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DL1241'5-INCH LOGO CAP.
 DL1241'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DL1241'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1098 ***********************************************************************
 DM1098  DESIGNATION -  C 308
 DM1098  PID         -  DM1098
 DM1098  STATE/COUNTY-  AR/LITTLE RIVER
 DM1098  USGS QUAD   -  ARDEN (1975)
 DM1098
 DM1098                         *CURRENT SURVEY CONTROL
 DM1098  ___________________________________________________________________
 DM1098* NAD 83(1986)-  33 40 38.     (N)    094 21 11.     (W)     SCALED    
 DM1098* NAVD 88     -       121.404  (meters)     398.31   (feet)  ADJUSTED  
 DM1098  ___________________________________________________________________
 DM1098  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1098  DYNAMIC HT  -         121.278 (meters)     397.89  (feet)  COMP
 DM1098  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 DM1098
 DM1098  VERT ORDER  -  FIRST     CLASS II
 DM1098
 DM1098.The horizontal coordinates were scaled from a topographic map and have
 DM1098.an estimated accuracy of +/- 6 seconds.
 DM1098
 DM1098.The orthometric height was determined by differential leveling
 DM1098.and adjusted by the National Geodetic Survey in June 1991..
 DM1098
 DM1098.The geoid height was determined by GEOID03.
 DM1098
 DM1098.The dynamic height is computed by dividing the NAVD 88
 DM1098.geopotential number by the normal gravity value computed on the
 DM1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1098.degrees latitude (g = 980.6199 gals.).
 DM1098
 DM1098.The modeled gravity was interpolated from observed gravity values.
 DM1098
 DM1098;                    North         East    Units  Estimated Accuracy
 DM1098;SPC AR S     -   514,590.      181,830.      MT  (+/- 180 meters Scaled)
 DM1098
 DM1098                          SUPERSEDED SURVEY CONTROL
 DM1098
 DM1098.No superseded survey control is available for this station.
 DM1098
 DM1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT745271(NAD 83)
 DM1098_MARKER: I = METAL ROD
 DM1098_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1098_SP_SET: STAINLESS STEEL ROD
 DM1098_STAMPING: C 308 1986
 DM1098_MARK LOGO: NGS   
 DM1098_PROJECTION: FLUSH
 DM1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1098_ROD/PIPE-DEPTH: 4.6  meters
 DM1098
 DM1098  HISTORY     - Date     Condition        Report By
 DM1098  HISTORY     - 1986     MONUMENTED       NGS
 DM1098
 DM1098                          STATION DESCRIPTION
 DM1098
 DM1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1098'7.4 KM (4.6 MI) SE FROM FOREMAN.
 DM1098'7.4 KM (4.6 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST
 DM1098'JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN, 28.9 M (94.8 FT) SOUTHEAST
 DM1098'OF THE CENTER OF A DRIVEWAY LEADING NORTHEAST TO A HOUSE, 12.5 M (41.0
 DM1098'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.1 M (36.4 FT)
 DM1098'SOUTHEAST OF UTILITY PEDESTAL NUMBER 5 71 LP7, AND 0.7 M (2.3 FT)
 DM1098'SOUTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1098'THROUGH A 5-INCH LOGO CAP.
 DM1098'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DM1098'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0911 ***********************************************************************
 GG0911  DESIGNATION -  C 309
 GG0911  PID         -  GG0911
 GG0911  STATE/COUNTY-  AR/WASHINGTON
 GG0911  USGS QUAD   -  SONORA (1994)
 GG0911
 GG0911                         *CURRENT SURVEY CONTROL
 GG0911  ___________________________________________________________________
 GG0911* NAD 83(1986)-  36 10 38.     (N)    094 07 16.     (W)     SCALED    
 GG0911* NAVD 88     -       412.536  (meters)    1353.46   (feet)  ADJUSTED  
 GG0911  ___________________________________________________________________
 GG0911  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0911  DYNAMIC HT  -         412.168 (meters)    1352.25  (feet)  COMP
 GG0911  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 GG0911
 GG0911  VERT ORDER  -  FIRST     CLASS II
 GG0911
 GG0911.This mark is at Springdale Airport (ASG)
 GG0911
 GG0911.The horizontal coordinates were scaled from a topographic map and have
 GG0911.an estimated accuracy of +/- 6 seconds.
 GG0911
 GG0911.The orthometric height was determined by differential leveling
 GG0911.and adjusted by the National Geodetic Survey in June 1991..
 GG0911
 GG0911.The geoid height was determined by GEOID03.
 GG0911
 GG0911.The dynamic height is computed by dividing the NAVD 88
 GG0911.geopotential number by the normal gravity value computed on the
 GG0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0911.degrees latitude (g = 980.6199 gals.).
 GG0911
 GG0911.The modeled gravity was interpolated from observed gravity values.
 GG0911
 GG0911;                    North         East    Units  Estimated Accuracy
 GG0911;SPC AR N     -   206,630.      209,200.      MT  (+/- 180 meters Scaled)
 GG0911
 GG0911                          SUPERSEDED SURVEY CONTROL
 GG0911
 GG0911  NGVD 29 (10/05/93)  412.378  (m)         1352.94   (f) ADJUSTED    1 2
 GG0911
 GG0911.Superseded values are not recommended for survey control.
 GG0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0911.See file dsdata.txt to determine how the superseded data were derived.
 GG0911
 GG0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA991041(NAD 83)
 GG0911_MARKER: I = METAL ROD
 GG0911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0911_SP_SET: STAINLESS STEEL ROD
 GG0911_STAMPING: C 309 1989
 GG0911_MARK LOGO: NGS   
 GG0911_PROJECTION: FLUSH
 GG0911_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0911+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0911_ROD/PIPE-DEPTH: 3.2  meters
 GG0911
 GG0911  HISTORY     - Date     Condition        Report By
 GG0911  HISTORY     - 1989     MONUMENTED       NGS
 GG0911  HISTORY     - 20040928 MARK NOT FOUND   ARHD
 GG0911
 GG0911                          STATION DESCRIPTION
 GG0911
 GG0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0911'IN SPRINGDALE, AT THE SPRINGDALE MUNICIPAL AIRPORT, 0.3 KM (0.20 MI)
 GG0911'EAST OF THE INTERSECTION OF POWELL AND AIRPORT STREETS, 40.0 M (131.2
 GG0911'FT) NORTH OF THE NORTHWEST CORNER OF CROWN AVIATION BUILDING, AND 0.7
 GG0911'M (2.3 FT) EAST OF THE SOUTHEAST CORNER OF THE TERMINAL.
 GG0911'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GG0911
 GG0911                          STATION RECOVERY (2004)
 GG0911
 GG0911'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 GG0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1249 ***********************************************************************
 DL1249  DESIGNATION -  C 310
 DL1249  PID         -  DL1249
 DL1249  STATE/COUNTY-  AR/MILLER
 DL1249  USGS QUAD   -  FOUKE NE (1975)
 DL1249
 DL1249                         *CURRENT SURVEY CONTROL
 DL1249  ___________________________________________________________________
 DL1249* NAD 83(1986)-  33 24 44.     (N)    093 47 16.     (W)     SCALED    
 DL1249* NAVD 88     -        69.810  (meters)     229.03   (feet)  ADJUSTED  
 DL1249  ___________________________________________________________________
 DL1249  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DL1249  DYNAMIC HT  -          69.735 (meters)     228.79  (feet)  COMP
 DL1249  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DL1249
 DL1249  VERT ORDER  -  FIRST     CLASS II
 DL1249
 DL1249.The horizontal coordinates were scaled from a topographic map and have
 DL1249.an estimated accuracy of +/- 6 seconds.
 DL1249
 DL1249.The orthometric height was determined by differential leveling
 DL1249.and adjusted by the National Geodetic Survey in June 1991..
 DL1249
 DL1249.The geoid height was determined by GEOID03.
 DL1249
 DL1249.The dynamic height is computed by dividing the NAVD 88
 DL1249.geopotential number by the normal gravity value computed on the
 DL1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1249.degrees latitude (g = 980.6199 gals.).
 DL1249
 DL1249.The modeled gravity was interpolated from observed gravity values.
 DL1249
 DL1249;                    North         East    Units  Estimated Accuracy
 DL1249;SPC AR S     -   484,140.      233,720.      MT  (+/- 180 meters Scaled)
 DL1249
 DL1249                          SUPERSEDED SURVEY CONTROL
 DL1249
 DL1249.No superseded survey control is available for this station.
 DL1249
 DL1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS267972(NAD 83)
 DL1249_MARKER: I = METAL ROD
 DL1249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1249_SP_SET: STAINLESS STEEL ROD
 DL1249_STAMPING: C 310 1985
 DL1249_MARK LOGO: NGS   
 DL1249_PROJECTION: FLUSH
 DL1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1249_ROD/PIPE-DEPTH: 15.2 meters
 DL1249
 DL1249  HISTORY     - Date     Condition        Report By
 DL1249  HISTORY     - 1985     MONUMENTED       NGS
 DL1249
 DL1249                          STATION DESCRIPTION
 DL1249
 DL1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DL1249'11.6 KM (7.2 MI) NW FROM GARLAND CITY.
 DL1249'11.6 KM (7.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 82 FROM ITS
 DL1249'JUNCTION WITH STATE HIGHWAY 134 IN GARLAND CITY, 1.9 KM (1.2 MI) EAST
 DL1249'OF A HIGHWAY BRIDGE SPANNING THE MCKINNEY BAYOU, 18.9 M (62.0 FT)
 DL1249'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) WEST OF A
 DL1249'FENCE CORNER, AND 5.9 M (19.4 FT) SOUTH-SOUTHWEST OF THE WEST END OF
 DL1249'A 18-INCH PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DL1249'5-INCH LOGO CAP.
 DL1249'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DL1249'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1198 ***********************************************************************
 FH1198  DESIGNATION -  C 311
 FH1198  PID         -  FH1198
 FH1198  STATE/COUNTY-  AR/SEBASTIAN
 FH1198  USGS QUAD   -  FORT SMITH (1987)
 FH1198
 FH1198                         *CURRENT SURVEY CONTROL
 FH1198  ___________________________________________________________________
 FH1198* NAD 83(1986)-  35 24 24.     (N)    094 24 12.     (W)     SCALED    
 FH1198* NAVD 88     -       135.753  (meters)     445.38   (feet)  ADJUSTED  
 FH1198  ___________________________________________________________________
 FH1198  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FH1198  DYNAMIC HT  -         135.626 (meters)     444.97  (feet)  COMP
 FH1198  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FH1198
 FH1198  VERT ORDER  -  FIRST     CLASS II
 FH1198
 FH1198.The horizontal coordinates were scaled from a topographic map and have
 FH1198.an estimated accuracy of +/- 6 seconds.
 FH1198
 FH1198.The orthometric height was determined by differential leveling
 FH1198.and adjusted by the National Geodetic Survey in June 1991..
 FH1198
 FH1198.The geoid height was determined by GEOID03.
 FH1198
 FH1198.The dynamic height is computed by dividing the NAVD 88
 FH1198.geopotential number by the normal gravity value computed on the
 FH1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1198.degrees latitude (g = 980.6199 gals.).
 FH1198
 FH1198.The modeled gravity was interpolated from observed gravity values.
 FH1198
 FH1198;                    North         East    Units  Estimated Accuracy
 FH1198;SPC AR N     -   121,740.      181,730.      MT  (+/- 180 meters Scaled)
 FH1198
 FH1198                          SUPERSEDED SURVEY CONTROL
 FH1198
 FH1198  NGVD 29 (10/05/93)  135.663  (m)          445.09   (f) ADJUSTED    1 2
 FH1198
 FH1198.Superseded values are not recommended for survey control.
 FH1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1198.See file dsdata.txt to determine how the superseded data were derived.
 FH1198
 FH1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV725190(NAD 83)
 FH1198_MARKER: I = METAL ROD
 FH1198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1198_SP_SET: STAINLESS STEEL ROD
 FH1198_STAMPING: C 311 1989
 FH1198_MARK LOGO: NGS   
 FH1198_PROJECTION: FLUSH
 FH1198_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1198+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1198_ROD/PIPE-DEPTH: 4.9  meters
 FH1198
 FH1198  HISTORY     - Date     Condition        Report By
 FH1198  HISTORY     - 1989     MONUMENTED       NGS
 FH1198
 FH1198                          STATION DESCRIPTION
 FH1198
 FH1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1198'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG 6TH STREET FROM ITS JUNCTION
 FH1198'WITH 27TH STREET IN FORT SMITH, ACROSS THE STREET FROM THE CAMBALL
 FH1198'OIL COMPANY, 16.4 M (53.8 FT) NORTHEAST OF THE NEAR RAIL OF THE
 FH1198'ARKANSAS AND MISSOURI RAILROAD, 6.8 M (22.3 FT) SOUTHEAST OF THE
 FH1198'CENTERLINE OF THE STREET, 1.4 M (4.6 FT) NORTHEAST OF A UTILITY POLE,
 FH1198'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW
 FH1198'THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 FH1198'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1220 ***********************************************************************
 FH1220  DESIGNATION -  C 312
 FH1220  PID         -  FH1220
 FH1220  STATE/COUNTY-  AR/CRAWFORD
 FH1220  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1220
 FH1220                         *CURRENT SURVEY CONTROL
 FH1220  ___________________________________________________________________
 FH1220* NAD 83(1986)-  35 38 55.     (N)    094 09 36.     (W)     SCALED    
 FH1220* NAVD 88     -       230.402  (meters)     755.91   (feet)  ADJUSTED  
 FH1220  ___________________________________________________________________
 FH1220  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FH1220  DYNAMIC HT  -         230.188 (meters)     755.21  (feet)  COMP
 FH1220  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 FH1220
 FH1220  VERT ORDER  -  FIRST     CLASS II
 FH1220
 FH1220.The horizontal coordinates were scaled from a topographic map and have
 FH1220.an estimated accuracy of +/- 6 seconds.
 FH1220
 FH1220.The orthometric height was determined by differential leveling
 FH1220.and adjusted by the National Geodetic Survey in June 1991..
 FH1220
 FH1220.The geoid height was determined by GEOID03.
 FH1220
 FH1220.The dynamic height is computed by dividing the NAVD 88
 FH1220.geopotential number by the normal gravity value computed on the
 FH1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1220.degrees latitude (g = 980.6199 gals.).
 FH1220
 FH1220.The modeled gravity was interpolated from observed gravity values.
 FH1220
 FH1220;                    North         East    Units  Estimated Accuracy
 FH1220;SPC AR N     -   148,060.      204,410.      MT  (+/- 180 meters Scaled)
 FH1220
 FH1220                          SUPERSEDED SURVEY CONTROL
 FH1220
 FH1220  NGVD 29 (10/05/93)  230.268  (m)          755.47   (f) ADJUSTED    1 2
 FH1220
 FH1220.Superseded values are not recommended for survey control.
 FH1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1220.See file dsdata.txt to determine how the superseded data were derived.
 FH1220
 FH1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV949455(NAD 83)
 FH1220_MARKER: I = METAL ROD
 FH1220_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1220+WITH SETTING: INFORMATION.
 FH1220_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1220_STAMPING: C 312 1989
 FH1220_MARK LOGO: NGS   
 FH1220_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1220+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1220
 FH1220  HISTORY     - Date     Condition        Report By
 FH1220  HISTORY     - 1989     MONUMENTED       NGS
 FH1220
 FH1220                          STATION DESCRIPTION
 FH1220
 FH1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1220'1.0 KM (0.60 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1220'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, A METAL ROD DRIVEN
 FH1220'TO REFUSAL AT 1.8 M AND FLUSH WITH GROUND, 42.4 M (139.1 FT) EAST OF
 FH1220'THE CENTERLINE OF THE HIGHWAY, 13.5 M (44.3 FT) SOUTHEAST OF THE
 FH1220'CENTER OF A PAVED ROAD LEADING NORTHEAST TO FORT SMITH STATE PARK,
 FH1220'9.0 M (29.5 FT) NORTH OF THE CENTER OF A GATE, 6.1 M (20.0 FT)
 FH1220'NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING SOUTHEAST TO A SUB
 FH1220'STATION, 2.7 M (8.9 FT) SOUTHEAST OF A FENCE CORNER, 1.3 M (4.3 FT)
 FH1220'NORTHWEST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 FH1220'POST AND FENCE, AND LEVEL WITH THE PAVED ROAD.  NOTE--ACCESS TO THE
 FH1220'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1245 ***********************************************************************
 FH1245  DESIGNATION -  C 313
 FH1245  PID         -  FH1245
 FH1245  STATE/COUNTY-  AR/WASHINGTON
 FH1245  USGS QUAD   -  WINSLOW (1983)
 FH1245
 FH1245                         *CURRENT SURVEY CONTROL
 FH1245  ___________________________________________________________________
 FH1245* NAD 83(1986)-  35 52 18.     (N)    094 07 43.     (W)     SCALED    
 FH1245* NAVD 88     -       444.098  (meters)    1457.01   (feet)  ADJUSTED  
 FH1245  ___________________________________________________________________
 FH1245  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FH1245  DYNAMIC HT  -         443.685 (meters)    1455.66  (feet)  COMP
 FH1245  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FH1245
 FH1245  VERT ORDER  -  FIRST     CLASS II
 FH1245
 FH1245.The horizontal coordinates were scaled from a topographic map and have
 FH1245.an estimated accuracy of +/- 6 seconds.
 FH1245
 FH1245.The orthometric height was determined by differential leveling
 FH1245.and adjusted by the National Geodetic Survey in June 1991..
 FH1245
 FH1245.The geoid height was determined by GEOID03.
 FH1245
 FH1245.The dynamic height is computed by dividing the NAVD 88
 FH1245.geopotential number by the normal gravity value computed on the
 FH1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1245.degrees latitude (g = 980.6199 gals.).
 FH1245
 FH1245.The modeled gravity was interpolated from observed gravity values.
 FH1245
 FH1245;                    North         East    Units  Estimated Accuracy
 FH1245;SPC AR N     -   172,740.      207,790.      MT  (+/- 180 meters Scaled)
 FH1245
 FH1245                          SUPERSEDED SURVEY CONTROL
 FH1245
 FH1245  NGVD 29 (10/05/93)  443.940  (m)         1456.49   (f) ADJUSTED    1 2
 FH1245
 FH1245.Superseded values are not recommended for survey control.
 FH1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1245.See file dsdata.txt to determine how the superseded data were derived.
 FH1245
 FH1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV981703(NAD 83)
 FH1245_MARKER: I = METAL ROD
 FH1245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1245_SP_SET: STAINLESS STEEL ROD
 FH1245_STAMPING: C 313 1989
 FH1245_MARK LOGO: NGS   
 FH1245_PROJECTION: FLUSH
 FH1245_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1245+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1245_ROD/PIPE-DEPTH: 7.9  meters
 FH1245
 FH1245  HISTORY     - Date     Condition        Report By
 FH1245  HISTORY     - 1989     MONUMENTED       NGS
 FH1245
 FH1245                          STATION DESCRIPTION
 FH1245
 FH1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1245'2.7 KM (1.70 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1245'WITH COUNTY ROAD 39 IN BRENTWOOD, 15.2 M (49.9 FT) NORTH OF THE
 FH1245'CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) EAST OF THE CENTER OF
 FH1245'FIRE ROAD 3136, 8.2 M (26.9 FT) WEST OF THE CENTER OF A DRIVEWAY, 1.2
 FH1245'M (3.9 FT) WEST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 FH1245'POST AND FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM
 FH1245'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2175 ***********************************************************************
 FF2175  DESIGNATION -  C 314
 FF2175  PID         -  FF2175
 FF2175  STATE/COUNTY-  AR/CRITTENDEN
 FF2175  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2175
 FF2175                         *CURRENT SURVEY CONTROL
 FF2175  ___________________________________________________________________
 FF2175* NAD 83(1986)-  35 14 53.     (N)    090 12 45.     (W)     SCALED    
 FF2175* NAVD 88     -        66.900  (meters)     219.49   (feet)  ADJUSTED  
 FF2175  ___________________________________________________________________
 FF2175  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF2175  DYNAMIC HT  -          66.840 (meters)     219.29  (feet)  COMP
 FF2175  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 FF2175
 FF2175  VERT ORDER  -  FIRST     CLASS II
 FF2175
 FF2175.The horizontal coordinates were scaled from a topographic map and have
 FF2175.an estimated accuracy of +/- 6 seconds.
 FF2175
 FF2175.The orthometric height was determined by differential leveling
 FF2175.and adjusted by the National Geodetic Survey in January 1995..
 FF2175
 FF2175.The geoid height was determined by GEOID03.
 FF2175
 FF2175.The dynamic height is computed by dividing the NAVD 88
 FF2175.geopotential number by the normal gravity value computed on the
 FF2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2175.degrees latitude (g = 980.6199 gals.).
 FF2175
 FF2175.The modeled gravity was interpolated from observed gravity values.
 FF2175
 FF2175;                    North         East    Units  Estimated Accuracy
 FF2175;SPC AR N     -   102,960.      562,670.      MT  (+/- 180 meters Scaled)
 FF2175
 FF2175                          SUPERSEDED SURVEY CONTROL
 FF2175
 FF2175  NGVD 29 (10/05/93)   66.894  (m)          219.47   (f) ADJUSTED    1 2
 FF2175
 FF2175.Superseded values are not recommended for survey control.
 FF2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2175.See file dsdata.txt to determine how the superseded data were derived.
 FF2175
 FF2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV536041(NAD 83)
 FF2175_MARKER: I = METAL ROD
 FF2175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2175_SP_SET: STAINLESS STEEL ROD
 FF2175_STAMPING: C 314 1990
 FF2175_MARK LOGO: NGS   
 FF2175_PROJECTION: FLUSH
 FF2175_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2175+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FF2175_ROD/PIPE-DEPTH: 25.6 meters
 FF2175
 FF2175  HISTORY     - Date     Condition        Report By
 FF2175  HISTORY     - 1990     MONUMENTED       NGS
 FF2175  HISTORY     - 20021016 POOR             USACE
 FF2175
 FF2175                          STATION DESCRIPTION
 FF2175
 FF2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2175'3.9 KM (2.40 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 FF2175'U.S. HIGHWAY 64 IN MARION, 51.0 M (167.3 FT) SOUTH OF UTILITY
 FF2175'PEDESTAL NUMBER 1483, 15.6 M (51.2 FT) WEST-NORTHWEST OF THE WEST END
 FF2175'OF A CULVERT, 10.0 M (32.8 FT) WEST OF THE HIGHWAY CENTERLINE, 1.4 M
 FF2175'(4.6 FT) NORTH OF UTILITY POLE NUMBER 15A 47870-48690-2, 0.6 M
 FF2175'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A
 FF2175'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FF2175'LOGO CAP.
 FF2175
 FF2175                          STATION RECOVERY (2002)
 FF2175
 FF2175'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2175'MARK HAS BEEN HIT BY FARM MACHINERY. SS ROD EXPOSED, ACCESS COVER
 FF2175'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2197 ***********************************************************************
 FF2197  DESIGNATION -  C 315
 FF2197  PID         -  FF2197
 FF2197  STATE/COUNTY-  AR/CRAIGHEAD
 FF2197  USGS QUAD   -  JONESBORO (1983)
 FF2197
 FF2197                         *CURRENT SURVEY CONTROL
 FF2197  ___________________________________________________________________
 FF2197* NAD 83(1997)-  35 49 46.54294(N)    090 39 43.03465(W)     ADJUSTED  
 FF2197* NAVD 88     -        79.810  (meters)     261.84   (feet)  ADJUSTED  
 FF2197  ___________________________________________________________________
 FF2197  X           -     -59,811.513 (meters)                     COMP
 FF2197  Y           -  -5,176,786.310 (meters)                     COMP
 FF2197  Z           -   3,712,908.984 (meters)                     COMP
 FF2197  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FF2197  ELLIP HEIGHT-          52.00  (meters)          (12/17/01) GPS OBS
 FF2197  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF2197  DYNAMIC HT  -          79.742 (meters)     261.62  (feet)  COMP
 FF2197  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 FF2197
 FF2197  HORZ ORDER  -  THIRD
 FF2197  VERT ORDER  -  FIRST     CLASS II
 FF2197  ELLP ORDER  -  FIRST     CLASS II
 FF2197
 FF2197.The horizontal coordinates were established by GPS observations
 FF2197.and adjusted by the National Geodetic Survey in February 2000..
 FF2197
 FF2197.The orthometric height was determined by differential leveling
 FF2197.and adjusted by the National Geodetic Survey in January 1995..
 FF2197
 FF2197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2197
 FF2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2197
 FF2197.The ellipsoidal height was determined by GPS observations
 FF2197.and is referenced to NAD 83.
 FF2197
 FF2197.The geoid height was determined by GEOID03.
 FF2197
 FF2197.The dynamic height is computed by dividing the NAVD 88
 FF2197.geopotential number by the normal gravity value computed on the
 FF2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2197.degrees latitude (g = 980.6199 gals.).
 FF2197
 FF2197.The modeled gravity was interpolated from observed gravity values.
 FF2197
 FF2197;                    North         East     Units Scale Factor Converg.
 FF2197;SPC AR N     -   166,820.233   520,891.803   MT  0.99994507   +0 46 43.0
 FF2197;SPC AR N     -   547,309.38  1,708,959.19   sFT  0.99994507   +0 46 43.0
 FF2197;UTM  15      - 3,967,571.577   711,193.525   MT  1.00014964   +1 22 08.9
 FF2197
 FF2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2197!SPC AR N     -   0.99999184  x   0.99994507  =   0.99993691
 FF2197!UTM  15      -   0.99999184  x   1.00014964  =   1.00014148
 FF2197
 FF2197                          SUPERSEDED SURVEY CONTROL
 FF2197
 FF2197  ELLIP H (02/17/00)   51.99   (m)                       GP(       ) 1 2
 FF2197  NAVD 88 (02/17/00)   79.81   (m)          261.8    (f) LEVELING    3  
 FF2197  NGVD 29 (10/05/93)   79.730  (m)          261.58   (f) ADJUSTED    1 2
 FF2197
 FF2197.Superseded values are not recommended for survey control.
 FF2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2197.See file dsdata.txt to determine how the superseded data were derived.
 FF2197
 FF2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1119467572(NAD 83)
 FF2197_MARKER: I = METAL ROD
 FF2197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2197_SP_SET: STAINLESS STEEL ROD
 FF2197_STAMPING: C 315 1990
 FF2197_MARK LOGO: NGS   
 FF2197_PROJECTION: FLUSH
 FF2197_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2197+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF2197_ROD/PIPE-DEPTH: 12.8 meters
 FF2197
 FF2197  HISTORY     - Date     Condition        Report By
 FF2197  HISTORY     - 1990     MONUMENTED       NGS
 FF2197  HISTORY     - 19990606 GOOD             NGS
 FF2197  HISTORY     - 20020816 GOOD             USACE
 FF2197
 FF2197                          STATION DESCRIPTION
 FF2197
 FF2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2197'IN JONESBORO, AT THE INTERSECTION OF AIRPORT ROAD AND THE BURLINGTON
 FF2197'NORTHERN RAILROAD, 21.0 M (68.9 FT) NORTHWEST OF A RAILROAD CROSSING
 FF2197'SIGNAL, 15.2 M (49.9 FT) NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY,
 FF2197'15.0 M (49.2 FT) NORTHWEST OF THE ROAD CENTERLINE, 7.4 M (24.3 FT)
 FF2197'SOUTHWEST OF THE NEAR RAIL, 2.2 M (7.2 FT) NORTHWEST OF A UTILITY
 FF2197'POLE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO
 FF2197'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2197
 FF2197                          STATION RECOVERY (1999)
 FF2197
 FF2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 FF2197'RECOVERED AS DESCRIBED.
 FF2197
 FF2197                          STATION RECOVERY (2002)
 FF2197
 FF2197'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1217 ***********************************************************************
 GE1217  DESIGNATION -  C 316
 GE1217  PID         -  GE1217
 GE1217  STATE/COUNTY-  AR/LAWRENCE
 GE1217  USGS QUAD   -  BLACK ROCK (1974)
 GE1217
 GE1217                         *CURRENT SURVEY CONTROL
 GE1217  ___________________________________________________________________
 GE1217* NAD 83(1986)-  36 06 28.     (N)    091 05 39.     (W)     SCALED    
 GE1217* NAVD 88     -        80.098  (meters)     262.79   (feet)  ADJUSTED  
 GE1217  ___________________________________________________________________
 GE1217  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GE1217  DYNAMIC HT  -          80.031 (meters)     262.57  (feet)  COMP
 GE1217  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GE1217
 GE1217  VERT ORDER  -  FIRST     CLASS II
 GE1217
 GE1217.The horizontal coordinates were scaled from a topographic map and have
 GE1217.an estimated accuracy of +/- 6 seconds.
 GE1217
 GE1217.The orthometric height was determined by differential leveling
 GE1217.and adjusted by the National Geodetic Survey in January 1995..
 GE1217
 GE1217.The geoid height was determined by GEOID03.
 GE1217
 GE1217.The dynamic height is computed by dividing the NAVD 88
 GE1217.geopotential number by the normal gravity value computed on the
 GE1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1217.degrees latitude (g = 980.6199 gals.).
 GE1217
 GE1217.The modeled gravity was interpolated from observed gravity values.
 GE1217
 GE1217;                    North         East    Units  Estimated Accuracy
 GE1217;SPC AR N     -   197,240.      481,560.      MT  (+/- 180 meters Scaled)
 GE1217
 GE1217                          SUPERSEDED SURVEY CONTROL
 GE1217
 GE1217  NGVD 29 (10/05/93)   80.006  (m)          262.49   (f) ADJUSTED    1 2
 GE1217
 GE1217.Superseded values are not recommended for survey control.
 GE1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1217.See file dsdata.txt to determine how the superseded data were derived.
 GE1217
 GE1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV715975(NAD 83)
 GE1217_MARKER: DV = VERTICAL CONTROL DISK
 GE1217_SETTING: 66 = SET IN ROCK OUTCROP
 GE1217_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1217_STAMPING: C 316 1990
 GE1217_MARK LOGO: NGS   
 GE1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1217+STABILITY: POSITION/ELEVATION WELL
 GE1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1217+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1217
 GE1217  HISTORY     - Date     Condition        Report By
 GE1217  HISTORY     - 1990     MONUMENTED       NGS
 GE1217  HISTORY     - 20021026 GOOD             USACE
 GE1217
 GE1217                          STATION DESCRIPTION
 GE1217
 GE1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1217'0.3 KM (0.20 MI) EASTERLY ALONG MAIN STREET FROM THE JUNCTION OF STATE
 GE1217'HIGHWAY 117 IN BLACK ROCK, IN A LEDGE NEAR THE EAST END OF A 3 BY
 GE1217'20-FOOT AREA OF OUTCROPPING BEDROCK, 60.0 M (196.8 FT) WEST OF THE
 GE1217'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 26.2 M (86.0 FT)
 GE1217'NORTHWEST OF A UTILITY POLE WITH A GUY WIRE AND TRANSFORMER, 15.4 M
 GE1217'(50.5 FT) EAST OF A UTILITY POLE WITH 6 GUY WIRES, 6.8 M (22.3 FT)
 GE1217'NORTH-NORTHWEST OF THE STREET CENTER, 0.6 M (2.0 FT) ABOVE THE LEVEL
 GE1217'OF THE STREET, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
 GE1217
 GE1217                          STATION RECOVERY (2002)
 GE1217
 GE1217'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1212 ***********************************************************************
 GE1212  DESIGNATION -  C 317
 GE1212  PID         -  GE1212
 GE1212  STATE/COUNTY-  AR/SHARP
 GE1212  USGS QUAD   -  WILLIFORD (1981)
 GE1212
 GE1212                         *CURRENT SURVEY CONTROL
 GE1212  ___________________________________________________________________
 GE1212* NAD 83(1986)-  36 16 23.     (N)    091 22 29.     (W)     SCALED    
 GE1212* NAVD 88     -       191.740  (meters)     629.07   (feet)  ADJUSTED  
 GE1212  ___________________________________________________________________
 GE1212  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE1212  DYNAMIC HT  -         191.579 (meters)     628.54  (feet)  COMP
 GE1212  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 GE1212
 GE1212  VERT ORDER  -  FIRST     CLASS II
 GE1212
 GE1212.The horizontal coordinates were scaled from a topographic map and have
 GE1212.an estimated accuracy of +/- 6 seconds.
 GE1212
 GE1212.The orthometric height was determined by differential leveling
 GE1212.and adjusted by the National Geodetic Survey in January 1995..
 GE1212
 GE1212.The geoid height was determined by GEOID03.
 GE1212
 GE1212.The dynamic height is computed by dividing the NAVD 88
 GE1212.geopotential number by the normal gravity value computed on the
 GE1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1212.degrees latitude (g = 980.6199 gals.).
 GE1212
 GE1212.The modeled gravity was interpolated from observed gravity values.
 GE1212
 GE1212;                    North         East    Units  Estimated Accuracy
 GE1212;SPC AR N     -   215,380.      456,180.      MT  (+/- 180 meters Scaled)
 GE1212
 GE1212                          SUPERSEDED SURVEY CONTROL
 GE1212
 GE1212  NGVD 29 (10/05/93)  191.635  (m)          628.72   (f) ADJUSTED    1 2
 GE1212
 GE1212.Superseded values are not recommended for survey control.
 GE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1212.See file dsdata.txt to determine how the superseded data were derived.
 GE1212
 GE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA459154(NAD 83)
 GE1212_MARKER: I = METAL ROD
 GE1212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1212_SP_SET: STAINLESS STEEL ROD
 GE1212_STAMPING: C 317 1990
 GE1212_MARK LOGO: NGS   
 GE1212_PROJECTION: FLUSH
 GE1212_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1212+STABILITY: POSITION/ELEVATION WELL
 GE1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1212+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1212_ROD/PIPE-DEPTH: 6.0  meters
 GE1212
 GE1212  HISTORY     - Date     Condition        Report By
 GE1212  HISTORY     - 1990     MONUMENTED       NGS
 GE1212
 GE1212                          STATION DESCRIPTION
 GE1212
 GE1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1212'12.3 KM (7.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1212'U.S. HIGHWAY 62 IN HARDY, 48.5 M (159.1 FT) SOUTHWEST OF THE HIGHWAY
 GE1212'CENTERLINE, 14.0 M (45.9 FT) SOUTHEAST OF AND LEVEL WITH THE
 GE1212'CENTERLINE OF THE EASTBOUND LANES OF STATE HIGHWAY 58, 1.6 M
 GE1212'(5.2 FT) NORTHEAST OF A UTILITY POLE, AND 0.3 M (1.0 FT)  NORTHWEST
 GE1212'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1212'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0073 ***********************************************************************
 GE0073  DESIGNATION -  C 32
 GE0073  PID         -  GE0073
 GE0073  STATE/COUNTY-  AR/CLAY
 GE0073  USGS QUAD   -  PIGGOTT (1984)
 GE0073
 GE0073                         *CURRENT SURVEY CONTROL
 GE0073  ___________________________________________________________________
 GE0073* NAD 83(1986)-  36 22 36.     (N)    090 11 35.     (W)     SCALED    
 GE0073* NAVD 88     -        89.863  (meters)     294.83   (feet)  ADJUSTED  
 GE0073  ___________________________________________________________________
 GE0073  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GE0073  DYNAMIC HT  -          89.789 (meters)     294.58  (feet)  COMP
 GE0073  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 GE0073
 GE0073  VERT ORDER  -  FIRST     CLASS II
 GE0073
 GE0073.The horizontal coordinates were scaled from a topographic map and have
 GE0073.an estimated accuracy of +/- 6 seconds.
 GE0073
 GE0073.The orthometric height was determined by differential leveling
 GE0073.and adjusted by the National Geodetic Survey in June 1991..
 GE0073
 GE0073.The geoid height was determined by GEOID03.
 GE0073
 GE0073.The dynamic height is computed by dividing the NAVD 88
 GE0073.geopotential number by the normal gravity value computed on the
 GE0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0073.degrees latitude (g = 980.6199 gals.).
 GE0073
 GE0073.The modeled gravity was interpolated from observed gravity values.
 GE0073
 GE0073;                    North         East    Units  Estimated Accuracy
 GE0073;SPC AR N     -   228,190.      562,140.      MT  (+/- 180 meters Scaled)
 GE0073
 GE0073                          SUPERSEDED SURVEY CONTROL
 GE0073
 GE0073  NGVD 29 (??/??/92)   89.853  (m)          294.79   (f) ADJ UNCH    1 2
 GE0073
 GE0073.Superseded values are not recommended for survey control.
 GE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0073.See file dsdata.txt to determine how the superseded data were derived.
 GE0073
 GE0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA518293(NAD 83)
 GE0073_MARKER: DB = BENCH MARK DISK
 GE0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0073+STABILITY: SURFACE MOTION
 GE0073
 GE0073  HISTORY     - Date     Condition        Report By
 GE0073  HISTORY     - UNK      MONUMENTED       CGS
 GE0073  HISTORY     - 1956     POOR             NGS
 GE0073
 GE0073                          STATION DESCRIPTION
 GE0073
 GE0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0073'0.3 MI S FROM PIGGOTT.
 GE0073'AT PIGGOTT, ABOUT 0.3 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN
 GE0073'RAILWAY FROM THE STATION, ABOUT 4 POLES NORTH OF MILE POST 76,
 GE0073'AT A ROAD CROSSING, 32 FEET WEST OF WEST RAIL, 82 FEET
 GE0073'NORTH-NORTHWEST OF CENTER OF CROSSING, 82 3/4 FEET SOUTHEAST AND
 GE0073'ACROSS ROAD FROM HOUSE NO. 535, 37 1/2 FEET SOUTH OF TELEPHONE
 GE0073'POLE NO. L 401, 22 FEET EAST OF CENTER LINE OF A ROAD PARALLELING
 GE0073'THE TRACK TO NORTH, 26 1/2 FEET NORTH-NORTHWEST OF A RAILROAD
 GE0073'POWER POLE, AT THE EAST EDGE OF ROAD DITCH, ABOUT 2 1/2 FEET
 GE0073'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0073'PROJECTING 6 INCHES.  NOTE-- THE MARK HAS BEEN HIT BY ROAD
 GE0073'EQUIPMENT AND ONLY THE SHANK WITH ABOUT 1/2-INCH SQUARE OF THE
 GE0073'ORIGINAL HORIZONTAL SURFACE OF DISK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0082 ***********************************************************************
 FF0082  DESIGNATION -  C 33
 FF0082  PID         -  FF0082
 FF0082  STATE/COUNTY-  AR/CRAIGHEAD
 FF0082  USGS QUAD   -  LEACHVILLE (1983)
 FF0082
 FF0082                         *CURRENT SURVEY CONTROL
 FF0082  ___________________________________________________________________
 FF0082* NAD 83(1986)-  35 53 21.     (N)    090 20 26.     (W)     SCALED    
 FF0082* NAVD 88     -        72.004  (meters)     236.23   (feet)  POSTED    
 FF0082  ___________________________________________________________________
 FF0082  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FF0082  DYNAMIC HT  -          71.940 (meters)     236.02  (feet)  COMP
 FF0082  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 FF0082
 FF0082  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FF0082
 FF0082.The horizontal coordinates were scaled from a topographic map and have
 FF0082.an estimated accuracy of +/- 6 seconds.
 FF0082
 FF0082.The orthometric height was determined by differential leveling
 FF0082.and adjusted by the National Geodetic Survey in 1992..
 FF0082.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FF0082.rate of 2.1 thru 3.0 mm/km.
 FF0082
 FF0082.The geoid height was determined by GEOID03.
 FF0082
 FF0082.The dynamic height is computed by dividing the NAVD 88
 FF0082.geopotential number by the normal gravity value computed on the
 FF0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0082.degrees latitude (g = 980.6199 gals.).
 FF0082
 FF0082.The modeled gravity was interpolated from observed gravity values.
 FF0082
 FF0082;                    North         East    Units  Estimated Accuracy
 FF0082;SPC AR N     -   173,870.      549,820.      MT  (+/- 180 meters Scaled)
 FF0082
 FF0082                          SUPERSEDED SURVEY CONTROL
 FF0082
 FF0082  NGVD 29 (??/??/??)   71.971  (m)          236.12   (f) ADJUSTED    1 2
 FF0082
 FF0082.Superseded values are not recommended for survey control.
 FF0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0082.See file dsdata.txt to determine how the superseded data were derived.
 FF0082
 FF0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV400749(NAD 83)
 FF0082_MARKER: DB = BENCH MARK DISK
 FF0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0082_STAMPING: C 33 1933
 FF0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0082+STABILITY: SURFACE MOTION
 FF0082
 FF0082  HISTORY     - Date     Condition        Report By
 FF0082  HISTORY     - 1933     MONUMENTED       CGS
 FF0082  HISTORY     - 1956     GOOD             CGS
 FF0082  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0082
 FF0082                          STATION DESCRIPTION
 FF0082
 FF0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0082'AT MONETTE.
 FF0082'AT MONETTE, ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY, ABOUT 70
 FF0082'YARDS SOUTH AND ACROSS STATE HIGHWAY 18 FROM THE SOUTH FACE OF
 FF0082'STATION, 27 1/2 FEET EAST OF EAST RAIL, 49 1/2 FEET SOUTHEAST OF
 FF0082'CENTER OF CROSSING OF STATE HIGHWAY 18 (DREW AVENUE), 28 1/2 FEET
 FF0082'SOUTH OF CENTER LINE OF HIGHWAY, 49 FEET NORTH OF A LONE 18-INCH
 FF0082'POPLAR TREE, 18 1/2 FEET SOUTHWEST OF A FIRE HYDRANT, 8 3/4 FEET
 FF0082'SOUTH OF SOUTH EDGE OF A SIDE WALK, ABOUT 1/2 FOOT BELOW LEVEL
 FF0082'OF TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 FF0082'NOTE-- THE MARK APPEARS TO HAVE BEEN HIT BY HEAVY MACHINERY.
 FF0082
 FF0082                          STATION RECOVERY (2002)
 FF0082
 FF0082'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0082'THE STATION IS ASSUMED DESTROYED DUE TO NEW LIGHTING POLES AND PARKING
 FF0082'LOT FOR BANK AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0098 ***********************************************************************
 GG0098  DESIGNATION -  C 34
 GG0098  PID         -  GG0098
 GG0098  STATE/COUNTY-  AR/BENTON
 GG0098  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0098
 GG0098                         *CURRENT SURVEY CONTROL
 GG0098  ___________________________________________________________________
 GG0098* NAD 83(1986)-  36 21 42.     (N)    094 11 00.     (W)     SCALED    
 GG0098* NAVD 88     -       402.658  (meters)    1321.05   (feet)  ADJUSTED  
 GG0098  ___________________________________________________________________
 GG0098  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GG0098  DYNAMIC HT  -         402.307 (meters)    1319.90  (feet)  COMP
 GG0098  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 GG0098
 GG0098  VERT ORDER  -  SECOND    CLASS 0
 GG0098
 GG0098.The horizontal coordinates were scaled from a topographic map and have
 GG0098.an estimated accuracy of +/- 6 seconds.
 GG0098
 GG0098.The orthometric height was determined by differential leveling
 GG0098.and adjusted by the National Geodetic Survey in June 1991..
 GG0098
 GG0098.The geoid height was determined by GEOID03.
 GG0098
 GG0098.The dynamic height is computed by dividing the NAVD 88
 GG0098.geopotential number by the normal gravity value computed on the
 GG0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0098.degrees latitude (g = 980.6199 gals.).
 GG0098
 GG0098.The modeled gravity was interpolated from observed gravity values.
 GG0098
 GG0098;                    North         East    Units  Estimated Accuracy
 GG0098;SPC AR N     -   227,210.      204,060.      MT  (+/- 180 meters Scaled)
 GG0098
 GG0098                          SUPERSEDED SURVEY CONTROL
 GG0098
 GG0098  NGVD 29 (??/??/92)  402.516  (m)         1320.59   (f) ADJ UNCH    2 0
 GG0098
 GG0098.Superseded values are not recommended for survey control.
 GG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0098.See file dsdata.txt to determine how the superseded data were derived.
 GG0098
 GG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA938247(NAD 83)
 GG0098_MARKER: DB = BENCH MARK DISK
 GG0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0098_STAMPING: C 34 1934
 GG0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0098+STABILITY: SURFACE MOTION
 GG0098
 GG0098  HISTORY     - Date     Condition        Report By
 GG0098  HISTORY     - 1934     MONUMENTED       CGS
 GG0098  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0098
 GG0098                          STATION DESCRIPTION
 GG0098
 GG0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0098'1.5 MI E FROM BENTONVILLE.
 GG0098'1.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0098'THE STATION AT BENTONVILLE, BENTON COUNTY, 2 POLES EAST OF THE
 GG0098'TENTH POLE WEST OF MILEPOST 336, AT A ROAD CROSSING, 300 FEET
 GG0098'NORTH OF A FARMHOUSE, 300 FEET SOUTH OF ANOTHER FARMHOUSE,
 GG0098'25 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 25 FEET SOUTH
 GG0098'OF THE TRACK.  A STANDARD DISK, STAMPED C 34 1934 AND SET IN
 GG0098'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0504 ***********************************************************************
 GF0504  DESIGNATION -  C 35
 GF0504  PID         -  GF0504
 GF0504  STATE/COUNTY-  AR/CARROLL
 GF0504  USGS QUAD   -  GRANDVIEW (1972)
 GF0504
 GF0504                         *CURRENT SURVEY CONTROL
 GF0504  ___________________________________________________________________
 GF0504* NAD 83(1986)-  36 25 55.     (N)    093 30 36.     (W)     SCALED    
 GF0504* NAVD 88     -       358.428  (meters)    1175.94   (feet)  ADJUSTED  
 GF0504  ___________________________________________________________________
 GF0504  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0504  DYNAMIC HT  -         358.117 (meters)    1174.92  (feet)  COMP
 GF0504  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 GF0504
 GF0504  VERT ORDER  -  SECOND    CLASS 0
 GF0504
 GF0504.The horizontal coordinates were scaled from a topographic map and have
 GF0504.an estimated accuracy of +/- 6 seconds.
 GF0504
 GF0504.The orthometric height was determined by differential leveling
 GF0504.and adjusted by the National Geodetic Survey in June 1991..
 GF0504
 GF0504.The geoid height was determined by GEOID03.
 GF0504
 GF0504.The dynamic height is computed by dividing the NAVD 88
 GF0504.geopotential number by the normal gravity value computed on the
 GF0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0504.degrees latitude (g = 980.6199 gals.).
 GF0504
 GF0504.The modeled gravity was interpolated from observed gravity values.
 GF0504
 GF0504;                    North         East    Units  Estimated Accuracy
 GF0504;SPC AR N     -   233,870.      264,600.      MT  (+/- 180 meters Scaled)
 GF0504
 GF0504                          SUPERSEDED SURVEY CONTROL
 GF0504
 GF0504  NGVD 29 (??/??/92)  358.300  (m)         1175.52   (f) ADJ UNCH    2 0
 GF0504
 GF0504.Superseded values are not recommended for survey control.
 GF0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0504.See file dsdata.txt to determine how the superseded data were derived.
 GF0504
 GF0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA542319(NAD 83)
 GF0504_MARKER: DB = BENCH MARK DISK
 GF0504_SETTING: 0 = UNSPECIFIED SETTING
 GF0504_STAMPING: C-35 1934
 GF0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0504
 GF0504  HISTORY     - Date     Condition        Report By
 GF0504  HISTORY     - 1934     MONUMENTED       CGS
 GF0504  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0504
 GF0504                          STATION DESCRIPTION
 GF0504
 GF0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0504'1.7 MI E FROM URBANETTE.
 GF0504'ABOUT .2 MILE EAST OF BRIDGE OVER BIG INDIAN CREEK, 180 FEET
 GF0504'SOUTHWEST OF SOUTHWEST CORNER OF W.C. FILBECKS FARMHOUSE, 25 FEET
 GF0504'NORTH OF CENTERLINE OF STATE HWY. 21, 1 FT. SOUTH OF PROPERTY-FENCE
 GF0504'LINE.
 GF0504
 GF0504                          STATION RECOVERY (1971)
 GF0504
 GF0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0118 ***********************************************************************
 GF0118  DESIGNATION -  C 37
 GF0118  PID         -  GF0118
 GF0118  STATE/COUNTY-  AR/BOONE
 GF0118  USGS QUAD   -  ZINC (1972)
 GF0118
 GF0118                         *CURRENT SURVEY CONTROL
 GF0118  ___________________________________________________________________
 GF0118* NAD 83(1986)-  36 19 21.     (N)    092 56 57.     (W)     SCALED    
 GF0118* NAVD 88     -       312.217  (meters)    1024.33   (feet)  ADJUSTED  
 GF0118  ___________________________________________________________________
 GF0118  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GF0118  DYNAMIC HT  -         311.941 (meters)    1023.43  (feet)  COMP
 GF0118  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 GF0118
 GF0118  VERT ORDER  -  SECOND    CLASS 0
 GF0118
 GF0118.The horizontal coordinates were scaled from a topographic map and have
 GF0118.an estimated accuracy of +/- 6 seconds.
 GF0118
 GF0118.The orthometric height was determined by differential leveling
 GF0118.and adjusted by the National Geodetic Survey in June 1991..
 GF0118
 GF0118.The geoid height was determined by GEOID03.
 GF0118
 GF0118.The dynamic height is computed by dividing the NAVD 88
 GF0118.geopotential number by the normal gravity value computed on the
 GF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0118.degrees latitude (g = 980.6199 gals.).
 GF0118
 GF0118.The modeled gravity was interpolated from observed gravity values.
 GF0118
 GF0118;                    North         East    Units  Estimated Accuracy
 GF0118;SPC AR N     -   221,100.      314,770.      MT  (+/- 180 meters Scaled)
 GF0118
 GF0118                          SUPERSEDED SURVEY CONTROL
 GF0118
 GF0118  NGVD 29 (??/??/92)  312.083  (m)         1023.89   (f) ADJ UNCH    2 0
 GF0118
 GF0118.Superseded values are not recommended for survey control.
 GF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0118.See file dsdata.txt to determine how the superseded data were derived.
 GF0118
 GF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA045197(NAD 83)
 GF0118_MARKER: DB = BENCH MARK DISK
 GF0118_SETTING: 66 = SET IN ROCK OUTCROP
 GF0118_SP_SET: ROCK OUTCROP
 GF0118_STAMPING: C-37 1934
 GF0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0118+STABILITY: POSITION/ELEVATION WELL
 GF0118
 GF0118  HISTORY     - Date     Condition        Report By
 GF0118  HISTORY     - 1934     MONUMENTED       CGS
 GF0118
 GF0118                          STATION DESCRIPTION
 GF0118
 GF0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0118'3.6 MI E FROM BERGMAN.
 GF0118'3.6 MILES EAST OF ALONG THE MISSOURI PACIFIC RR AT A LIMESTONE
 GF0118'OUTCROP, AT EAST END OF SMALL CUT, TABLET SET IN TOP OF A LEDGE,
 GF0118'57 FEET EAST OF POLE 412, 14 FT. NORTH OF RAILROAD CENTERLINE,
 GF0118'0.5 FEET BELOW TOP OF RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0036 ***********************************************************************
 EK0036  DESIGNATION -  C 372
 EK0036  PID         -  EK0036
 EK0036  STATE/COUNTY-  AR/POLK
 EK0036  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0036
 EK0036                         *CURRENT SURVEY CONTROL
 EK0036  ___________________________________________________________________
 EK0036* NAD 83(1986)-  34 39 55.     (N)    094 15 58.     (W)     SCALED    
 EK0036* NAVD 88     -       405.687  (meters)    1330.99   (feet)  ADJUSTED  
 EK0036  ___________________________________________________________________
 EK0036  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 EK0036  DYNAMIC HT  -         405.243 (meters)    1329.53  (feet)  COMP
 EK0036  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 EK0036
 EK0036  VERT ORDER  -  SECOND    CLASS 0
 EK0036
 EK0036.The horizontal coordinates were scaled from a topographic map and have
 EK0036.an estimated accuracy of +/- 6 seconds.
 EK0036
 EK0036.The orthometric height was determined by differential leveling
 EK0036.and adjusted by the National Geodetic Survey in June 1991..
 EK0036
 EK0036.The geoid height was determined by GEOID03.
 EK0036
 EK0036.The dynamic height is computed by dividing the NAVD 88
 EK0036.geopotential number by the normal gravity value computed on the
 EK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0036.degrees latitude (g = 980.6199 gals.).
 EK0036
 EK0036.The modeled gravity was interpolated from observed gravity values.
 EK0036
 EK0036;                    North         East    Units  Estimated Accuracy
 EK0036;SPC AR S     -   623,980.      192,310.      MT  (+/- 180 meters Scaled)
 EK0036
 EK0036                          SUPERSEDED SURVEY CONTROL
 EK0036
 EK0036  NGVD 29 (??/??/92)  405.569  (m)         1330.60   (f) ADJ UNCH    2 0
 EK0036
 EK0036.Superseded values are not recommended for survey control.
 EK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0036.See file dsdata.txt to determine how the superseded data were derived.
 EK0036
 EK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU839366(NAD 83)
 EK0036_MARKER: Q = CHISELED SQUARE
 EK0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0036_SP_SET: ABUTMENT PARAPET
 EK0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0036
 EK0036  HISTORY     - Date     Condition        Report By
 EK0036  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0036  HISTORY     - 1934     GOOD             NGS
 EK0036  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0036
 EK0036                          STATION DESCRIPTION
 EK0036
 EK0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0036'3.2 MI NW FROM ACORN.
 EK0036'3.2 MILES NORTHWEST OF, ALONG KANSAS CITY SO. RY., FROM SCHOOL.
 EK0036'ON RAILROAD BRIDGE C-372, ON TOP OF SOUTHEAST CORNER OF PARAPET
 EK0036'WALL OF NORTH ABUTMENT.
 EK0036
 EK0036                          STATION RECOVERY (1961)
 EK0036
 EK0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0035 ***********************************************************************
 EK0035  DESIGNATION -  C 373
 EK0035  PID         -  EK0035
 EK0035  STATE/COUNTY-  AR/POLK
 EK0035  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0035
 EK0035                         *CURRENT SURVEY CONTROL
 EK0035  ___________________________________________________________________
 EK0035* NAD 83(1986)-  34 39 36.     (N)    094 15 03.     (W)     SCALED    
 EK0035* NAVD 88     -       382.396  (meters)    1254.58   (feet)  ADJUSTED  
 EK0035  ___________________________________________________________________
 EK0035  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EK0035  DYNAMIC HT  -         381.979 (meters)    1253.21  (feet)  COMP
 EK0035  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 EK0035
 EK0035  VERT ORDER  -  SECOND    CLASS 0
 EK0035
 EK0035.The horizontal coordinates were scaled from a topographic map and have
 EK0035.an estimated accuracy of +/- 6 seconds.
 EK0035
 EK0035.The orthometric height was determined by differential leveling
 EK0035.and adjusted by the National Geodetic Survey in June 1991..
 EK0035
 EK0035.The geoid height was determined by GEOID03.
 EK0035
 EK0035.The dynamic height is computed by dividing the NAVD 88
 EK0035.geopotential number by the normal gravity value computed on the
 EK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0035.degrees latitude (g = 980.6199 gals.).
 EK0035
 EK0035.The modeled gravity was interpolated from observed gravity values.
 EK0035
 EK0035;                    North         East    Units  Estimated Accuracy
 EK0035;SPC AR S     -   623,360.      193,700.      MT  (+/- 180 meters Scaled)
 EK0035
 EK0035                          SUPERSEDED SURVEY CONTROL
 EK0035
 EK0035  NGVD 29 (??/??/92)  382.282  (m)         1254.20   (f) ADJ UNCH    2 0
 EK0035
 EK0035.Superseded values are not recommended for survey control.
 EK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0035.See file dsdata.txt to determine how the superseded data were derived.
 EK0035
 EK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU853360(NAD 83)
 EK0035_MARKER: Q = CHISELED SQUARE
 EK0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0035_SP_SET: ABUTMENT PARAPET
 EK0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0035
 EK0035  HISTORY     - Date     Condition        Report By
 EK0035  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0035  HISTORY     - 1934     GOOD             NGS
 EK0035  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0035
 EK0035                          STATION DESCRIPTION
 EK0035
 EK0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0035'2.2 MI NW FROM ACORN.
 EK0035'2.2 MILES NORTHWEST OF, ALONG KANSAS CITY SOUTHERN RY., FROM
 EK0035'SCHOOL.  ON RAILROAD BRIDGE NO. C-373, ON TOP OF SOUTHEAST
 EK0035'CORNER OF PARAPET WALL OF NORTH ABUTMENT.
 EK0035
 EK0035                          STATION RECOVERY (1961)
 EK0035
 EK0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF1025 ***********************************************************************
 GF1025  DESIGNATION -  C 38 RESET
 GF1025  PID         -  GF1025
 GF1025  STATE/COUNTY-  AR/BAXTER
 GF1025  USGS QUAD   -  MOUNTAIN HOME EAST (1981)
 GF1025
 GF1025                         *CURRENT SURVEY CONTROL
 GF1025  ___________________________________________________________________
 GF1025* NAD 83(1986)-  36 20 59.     (N)    092 22 11.     (W)     SCALED    
 GF1025* NAVD 88     -       252.90   (meters)     829.7    (feet)  RESET     
 GF1025  ___________________________________________________________________
 GF1025  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF1025
 GF1025  VERT ORDER  -  THIRD
 GF1025
 GF1025.The horizontal coordinates were scaled from a topographic map and have
 GF1025.an estimated accuracy of +/- 6 seconds.
 GF1025
 GF1025.The orthometric height was computed from unverified reset data.
 GF1025
 GF1025.The geoid height was determined by GEOID03.
 GF1025
 GF1025;                    North         East    Units  Estimated Accuracy
 GF1025;SPC AR N     -   223,770.      366,810.      MT  (+/- 180 meters Scaled)
 GF1025
 GF1025                          SUPERSEDED SURVEY CONTROL
 GF1025
 GF1025  NGVD 29 (08/21/02)  252.78   (m)          829.3    (f) RESET       3  
 GF1025
 GF1025.Superseded values are not recommended for survey control.
 GF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1025.See file dsdata.txt to determine how the superseded data were derived.
 GF1025
 GF1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA565229(NAD 83)
 GF1025_MARKER: DV = VERTICAL CONTROL DISK
 GF1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF1025_SP_SET: CONCRETE POST
 GF1025_STAMPING: C 38 RESET 1986
 GF1025_MARK LOGO: NGS   
 GF1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF1025+STABILITY: SURFACE MOTION
 GF1025
 GF1025  HISTORY     - Date     Condition        Report By
 GF1025  HISTORY     - 1986     MONUMENTED       ARHD
 GF1025
 GF1025                          STATION DESCRIPTION
 GF1025
 GF1025'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1986
 GF1025'1.5 MILES (2.4 KM) NORTHEAST ALONG US HIGHWAY 62 FROM THE COUNTY
 GF1025'COURTHOUSE IN MOUNTAIN HOME, 1.13 MILES (1.82 KM) NORTHEAST OF US
 GF1025'HIGHWAY 62 AND STATE HIGHWAY 5 LEADING NORTHWEST, 46.9 FEET (14.3 M)
 GF1025'NORMAL TO AND ON NORTH SIDE FROM THE CENTER OF THE HIGHWAY, 33.1 FEET
 GF1025'(10.1 M) NORMAL TO AND ON WEST SIDE OF CENTER OF MCDONALDS RESTAURANT
 GF1025'EXIT DRIVEWAY, 8.1 FEET (2.5 M) NORTHEAST OF FACE OF UTILITY POLE
 GF1025'MARKED 7-83, SPP.8, 5-35,   111 FEET (33.8 M) SOUTH OF CENTER OF
 GF1025'29-INCH BLACK WALNUT TREE, 3.2 FEET (1.0 M) HIGHER THAN CENTER OF
 GF1025'HIGHWAY, FLUSH WITH TOP OF AND ADJACENT TO THE SOUTH OF THE PARKING
 GF1025'LOT CONCRETE CURB, PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0050 ***********************************************************************
 GF0050  DESIGNATION -  C 39
 GF0050  PID         -  GF0050
 GF0050  STATE/COUNTY-  AR/BAXTER
 GF0050  USGS QUAD   -  NORFORK (1966)
 GF0050
 GF0050                         *CURRENT SURVEY CONTROL
 GF0050  ___________________________________________________________________
 GF0050* NAD 83(1986)-  36 12 43.     (N)    092 21 35.     (W)     SCALED    
 GF0050* NAVD 88     -       125.400  (meters)     411.42   (feet)  ADJUSTED  
 GF0050  ___________________________________________________________________
 GF0050  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0050  DYNAMIC HT  -         125.293 (meters)     411.07  (feet)  COMP
 GF0050  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 GF0050
 GF0050  VERT ORDER  -  SECOND    CLASS 0
 GF0050
 GF0050.The horizontal coordinates were scaled from a topographic map and have
 GF0050.an estimated accuracy of +/- 6 seconds.
 GF0050
 GF0050.The orthometric height was determined by differential leveling
 GF0050.and adjusted by the National Geodetic Survey in June 1991..
 GF0050
 GF0050.The geoid height was determined by GEOID03.
 GF0050
 GF0050.The dynamic height is computed by dividing the NAVD 88
 GF0050.geopotential number by the normal gravity value computed on the
 GF0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0050.degrees latitude (g = 980.6199 gals.).
 GF0050
 GF0050.The modeled gravity was interpolated from observed gravity values.
 GF0050
 GF0050;                    North         East    Units  Estimated Accuracy
 GF0050;SPC AR N     -   208,480.      367,650.      MT  (+/- 180 meters Scaled)
 GF0050
 GF0050                          SUPERSEDED SURVEY CONTROL
 GF0050
 GF0050  NGVD 29 (??/??/92)  125.294  (m)          411.07   (f) ADJ UNCH    2 0
 GF0050
 GF0050.Superseded values are not recommended for survey control.
 GF0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0050.See file dsdata.txt to determine how the superseded data were derived.
 GF0050
 GF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA575076(NAD 83)
 GF0050_MARKER: DB = BENCH MARK DISK
 GF0050_SETTING: 66 = SET IN ROCK OUTCROP
 GF0050_SP_SET: ROCK OUTCROP
 GF0050_STAMPING: C-39 1934
 GF0050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0050+STABILITY: POSITION/ELEVATION WELL
 GF0050
 GF0050  HISTORY     - Date     Condition        Report By
 GF0050  HISTORY     - 1934     MONUMENTED       CGS
 GF0050  HISTORY     - 1965     GOOD             USGS
 GF0050
 GF0050                          STATION DESCRIPTION
 GF0050
 GF0050'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GF0050'1.8 MI E FROM CARTNEY.
 GF0050'ABOUT 1.8 MI. EAST ALONG THE MISSOURI PACIFIC RR. FROM CARTNEY,
 GF0050'BAXTER CO. AT A ROAD CROSSING THE RR. TRACK AT SHIPPS FERRY,
 GF0050'225 FT. EAST OF THE CENTERLINE OF THE RR CROSSING, 15 FT. NORMAL
 GF0050'TO AND ON THE NORTH SIDE FROM THE CENTER OF THE RR TRACK, 1
 GF0050'FT. HIGHER THAN THE TOP OF THE RAIL, A STANDARD TABLET IN
 GF0050'A LIMESTONE OUTCROP, STAMPED C-39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0576 ***********************************************************************
 GE0576  DESIGNATION -  C 40
 GE0576  PID         -  GE0576
 GE0576  STATE/COUNTY-  AR/FULTON
 GE0576  USGS QUAD   -  SALEM (1984)
 GE0576
 GE0576                         *CURRENT SURVEY CONTROL
 GE0576  ___________________________________________________________________
 GE0576* NAD 83(1986)-  36 20 13.     (N)    091 46 32.     (W)     SCALED    
 GE0576* NAVD 88     -       188.872  (meters)     619.66   (feet)  ADJUSTED  
 GE0576  ___________________________________________________________________
 GE0576  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GE0576  DYNAMIC HT  -         188.712 (meters)     619.13  (feet)  COMP
 GE0576  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 GE0576
 GE0576  VERT ORDER  -  SECOND    CLASS 0
 GE0576
 GE0576.The horizontal coordinates were scaled from a topographic map and have
 GE0576.an estimated accuracy of +/- 6 seconds.
 GE0576
 GE0576.The orthometric height was determined by differential leveling
 GE0576.and adjusted by the National Geodetic Survey in June 1991..
 GE0576
 GE0576.The geoid height was determined by GEOID03.
 GE0576
 GE0576.The dynamic height is computed by dividing the NAVD 88
 GE0576.geopotential number by the normal gravity value computed on the
 GE0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0576.degrees latitude (g = 980.6199 gals.).
 GE0576
 GE0576.The modeled gravity was interpolated from observed gravity values.
 GE0576
 GE0576;                    North         East    Units  Estimated Accuracy
 GE0576;SPC AR N     -   222,320.      420,150.      MT  (+/- 180 meters Scaled)
 GE0576
 GE0576                          SUPERSEDED SURVEY CONTROL
 GE0576
 GE0576  NGVD 29 (??/??/92)  188.751  (m)          619.26   (f) ADJ UNCH    2 0
 GE0576
 GE0576.Superseded values are not recommended for survey control.
 GE0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0576.See file dsdata.txt to determine how the superseded data were derived.
 GE0576
 GE0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA098220(NAD 83)
 GE0576_MARKER: DB = BENCH MARK DISK
 GE0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0576_SP_SET: CULVERT
 GE0576_STAMPING: C 40 1934
 GE0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0576
 GE0576  HISTORY     - Date     Condition        Report By
 GE0576  HISTORY     - 1934     MONUMENTED       CGS
 GE0576  HISTORY     - 1955     GOOD             NGS
 GE0576
 GE0576                          STATION DESCRIPTION
 GE0576
 GE0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0576'4.4 MI SE FROM SALEM.
 GE0576'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE NORTH ARKANSAS
 GE0576'ELECTRIC CO-OPERATIVE BUILDING AT SALEM, FULTON COUNTY, AT A
 GE0576'CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE SOUTH END
 GE0576'OF THE WEST HEADWALL, AND 15 FEET WEST OF THE CENTER LINE OF THE
 GE0576'HIGHWAY.  A STANDARD DISK, STAMPED C 40 1934.  NOTE-- THIS MARK
 GE0576'WILL NOT BE DESTROYED WHEN THE HIGHWAY IS WIDENED.
 GE0576
 GE0576                          STATION RECOVERY (1955)
 GE0576
 GE0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GE0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1538 ***********************************************************************
 FF1538  DESIGNATION -  C 42
 FF1538  PID         -  FF1538
 FF1538  STATE/COUNTY-  AR/CLEBURNE
 FF1538  USGS QUAD   -  GREERS FERRY DAM (1973)
 FF1538
 FF1538                         *CURRENT SURVEY CONTROL
 FF1538  ___________________________________________________________________
 FF1538* NAD 83(1986)-  35 31 41.     (N)    091 58 02.     (W)     SCALED    
 FF1538* NAVD 88     -       186.658  (meters)     612.39   (feet)  ADJUSTED  
 FF1538  ___________________________________________________________________
 FF1538  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF1538  DYNAMIC HT  -         186.490 (meters)     611.84  (feet)  COMP
 FF1538  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 FF1538
 FF1538  VERT ORDER  -  SECOND    CLASS 0
 FF1538
 FF1538.The horizontal coordinates were scaled from a topographic map and have
 FF1538.an estimated accuracy of +/- 6 seconds.
 FF1538
 FF1538.The orthometric height was determined by differential leveling
 FF1538.and adjusted by the National Geodetic Survey in June 1991..
 FF1538
 FF1538.The geoid height was determined by GEOID03.
 FF1538
 FF1538.The dynamic height is computed by dividing the NAVD 88
 FF1538.geopotential number by the normal gravity value computed on the
 FF1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1538.degrees latitude (g = 980.6199 gals.).
 FF1538
 FF1538.The modeled gravity was interpolated from observed gravity values.
 FF1538
 FF1538;                    North         East    Units  Estimated Accuracy
 FF1538;SPC AR N     -   132,550.      402,970.      MT  (+/- 180 meters Scaled)
 FF1538
 FF1538                          SUPERSEDED SURVEY CONTROL
 FF1538
 FF1538  NGVD 29 (??/??/??)  186.586  (m)          612.16   (f) ADJUSTED    2 0
 FF1538
 FF1538.Superseded values are not recommended for survey control.
 FF1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1538.See file dsdata.txt to determine how the superseded data were derived.
 FF1538
 FF1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV936320(NAD 83)
 FF1538_MARKER: DB = BENCH MARK DISK
 FF1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1538_STAMPING: C 42 1935
 FF1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1538+STABILITY: SURFACE MOTION
 FF1538
 FF1538  HISTORY     - Date     Condition        Report By
 FF1538  HISTORY     - 1935     MONUMENTED       CGS
 FF1538  HISTORY     - 1954     MARK NOT FOUND   CGS
 FF1538
 FF1538                          STATION DESCRIPTION
 FF1538
 FF1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FF1538'5.7 MI NE FROM HEBER SPRINGS.
 FF1538'5.7 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COUNTY
 FF1538'COURTHOUSE AT HEBER SPRINGS, 450 FEET EAST OF A WOODEN CULVERT
 FF1538'AT A TURN, 240 FEET EAST OF THE JUNCTION WITH A ROAD LEADING
 FF1538'SOUTH, 45 FEET NORTHEAST OF A TURN SIGN NORTH OF THE HIGHWAY,
 FF1538'AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FF1538'DISK, STAMPED C 42 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1578 ***********************************************************************
 FF1578  DESIGNATION -  C 43
 FF1578  PID         -  FF1578
 FF1578  STATE/COUNTY-  AR/IZARD
 FF1578  USGS QUAD   -  GUION (1964)
 FF1578
 FF1578                         *CURRENT SURVEY CONTROL
 FF1578  ___________________________________________________________________
 FF1578* NAD 83(1986)-  35 53 32.     (N)    091 54 16.     (W)     SCALED    
 FF1578* NAVD 88     -        95.142  (meters)     312.14   (feet)  ADJUSTED  
 FF1578  ___________________________________________________________________
 FF1578  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF1578  DYNAMIC HT  -          95.060 (meters)     311.88  (feet)  COMP
 FF1578  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 FF1578
 FF1578  VERT ORDER  -  SECOND    CLASS 0
 FF1578
 FF1578.The horizontal coordinates were scaled from a topographic map and have
 FF1578.an estimated accuracy of +/- 6 seconds.
 FF1578
 FF1578.The orthometric height was determined by differential leveling
 FF1578.and adjusted by the National Geodetic Survey in June 1991..
 FF1578
 FF1578.The geoid height was determined by GEOID03.
 FF1578
 FF1578.The dynamic height is computed by dividing the NAVD 88
 FF1578.geopotential number by the normal gravity value computed on the
 FF1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1578.degrees latitude (g = 980.6199 gals.).
 FF1578
 FF1578.The modeled gravity was interpolated from observed gravity values.
 FF1578
 FF1578;                    North         East    Units  Estimated Accuracy
 FF1578;SPC AR N     -   172,950.      408,630.      MT  (+/- 180 meters Scaled)
 FF1578
 FF1578                          SUPERSEDED SURVEY CONTROL
 FF1578
 FF1578  NGVD 29 (??/??/??)   95.052  (m)          311.85   (f) ADJUSTED    2 0
 FF1578
 FF1578.Superseded values are not recommended for survey control.
 FF1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1578.See file dsdata.txt to determine how the superseded data were derived.
 FF1578
 FF1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV988725(NAD 83)
 FF1578_MARKER: DB = BENCH MARK DISK
 FF1578_SETTING: 66 = SET IN ROCK OUTCROP
 FF1578_SP_SET: ROCK LEDGE
 FF1578_STAMPING: C 43 1934
 FF1578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1578+STABILITY: POSITION/ELEVATION WELL
 FF1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1578+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 FF1578
 FF1578  HISTORY     - Date     Condition        Report By
 FF1578  HISTORY     - 1934     MONUMENTED       CGS
 FF1578  HISTORY     - 20060418 GOOD             ARHD
 FF1578
 FF1578                          STATION DESCRIPTION
 FF1578
 FF1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1578'2.8 MI SE FROM GUION.
 FF1578'2.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1578'SILICA PRODUCTS CO. PLANT AT GUION, IZARD COUNTY, 93 FEET NORTHWEST
 FF1578'OF THE TENTH POLE NORTHWEST OF MILEPOST 309, ABOUT 165 FEET SOUTHEAST
 FF1578'OF THE NORTH END OF A BLUFF, 15.5 FEET NORTHEAST OF THE CENTER
 FF1578'LINE OF THE TRACK, AND IN THE TOP OF A LIMESTONE LEDGE, ABOUT 1.5
 FF1578'FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 FF1578'C 43 1934.
 FF1578
 FF1578                          STATION RECOVERY (2006)
 FF1578
 FF1578'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FF1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0932 ***********************************************************************
 FF0932  DESIGNATION -  C 44
 FF0932  PID         -  FF0932
 FF0932  STATE/COUNTY-  AR/INDEPENDENCE
 FF0932  USGS QUAD   -  CORD (1981)
 FF0932
 FF0932                         *CURRENT SURVEY CONTROL
 FF0932  ___________________________________________________________________
 FF0932* NAD 83(1986)-  35 50 32.     (N)    091 19 37.     (W)     SCALED    
 FF0932* NAVD 88     -       117.573  (meters)     385.74   (feet)  ADJUSTED  
 FF0932  ___________________________________________________________________
 FF0932  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0932  DYNAMIC HT  -         117.472 (meters)     385.41  (feet)  COMP
 FF0932  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 FF0932
 FF0932  VERT ORDER  -  SECOND    CLASS 0
 FF0932
 FF0932.The horizontal coordinates were scaled from a topographic map and have
 FF0932.an estimated accuracy of +/- 6 seconds.
 FF0932
 FF0932.The orthometric height was determined by differential leveling
 FF0932.and adjusted by the National Geodetic Survey in June 1991..
 FF0932
 FF0932.The geoid height was determined by GEOID03.
 FF0932
 FF0932.The dynamic height is computed by dividing the NAVD 88
 FF0932.geopotential number by the normal gravity value computed on the
 FF0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0932.degrees latitude (g = 980.6199 gals.).
 FF0932
 FF0932.The modeled gravity was interpolated from observed gravity values.
 FF0932
 FF0932;                    North         East    Units  Estimated Accuracy
 FF0932;SPC AR N     -   167,610.      460,800.      MT  (+/- 180 meters Scaled)
 FF0932
 FF0932                          SUPERSEDED SURVEY CONTROL
 FF0932
 FF0932  NGVD 29 (??/??/??)  117.489  (m)          385.46   (f) ADJUSTED    2 0
 FF0932
 FF0932.Superseded values are not recommended for survey control.
 FF0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0932.See file dsdata.txt to determine how the superseded data were derived.
 FF0932
 FF0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV510677(NAD 83)
 FF0932_MARKER: DB = BENCH MARK DISK
 FF0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0932_STAMPING: C 44 1935
 FF0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0932+STABILITY: SURFACE MOTION
 FF0932
 FF0932  HISTORY     - Date     Condition        Report By
 FF0932  HISTORY     - 1935     MONUMENTED       CGS
 FF0932  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0932
 FF0932                          STATION DESCRIPTION
 FF0932
 FF0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0932'1.4 MI SW FROM DOWDY.
 FF0932'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF0932'AT DOWDY, 30 FEET NORTH OF THE CENTERLINE OF THE GATE TO THE
 FF0932'A.B. SLAYDEN FARMHOUSE, 23.5 FEET WEST OF THE CENTERLINE OF
 FF0932'THE HIGHWAY, AND 1 FOOT EAST OF A WOODEN FENCE.  A STANDARD
 FF0932'DISK, STAMPED C 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0932
 FF0932                          STATION RECOVERY (2002)
 FF0932
 FF0932'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1292 ***********************************************************************
 FG1292  DESIGNATION -  C 45
 FG1292  PID         -  FG1292
 FG1292  STATE/COUNTY-  AR/FRANKLIN
 FG1292  USGS QUAD   -  OZARK (1993)
 FG1292
 FG1292                         *CURRENT SURVEY CONTROL
 FG1292  ___________________________________________________________________
 FG1292* NAD 83(1986)-  35 24 47.     (N)    093 50 04.     (W)     SCALED    
 FG1292* NAVD 88     -       119.833  (meters)     393.15   (feet)  ADJUSTED  
 FG1292  ___________________________________________________________________
 FG1292  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FG1292  DYNAMIC HT  -         119.721 (meters)     392.78  (feet)  COMP
 FG1292  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 FG1292
 FG1292  VERT ORDER  -  SECOND    CLASS 0
 FG1292
 FG1292.The horizontal coordinates were scaled from a topographic map and have
 FG1292.an estimated accuracy of +/- 6 seconds.
 FG1292
 FG1292.The orthometric height was determined by differential leveling
 FG1292.and adjusted by the National Geodetic Survey in June 1991..
 FG1292
 FG1292.The geoid height was determined by GEOID03.
 FG1292
 FG1292.The dynamic height is computed by dividing the NAVD 88
 FG1292.geopotential number by the normal gravity value computed on the
 FG1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1292.degrees latitude (g = 980.6199 gals.).
 FG1292
 FG1292.The modeled gravity was interpolated from observed gravity values.
 FG1292
 FG1292;                    North         East    Units  Estimated Accuracy
 FG1292;SPC AR N     -   121,340.      233,400.      MT  (+/- 180 meters Scaled)
 FG1292
 FG1292                          SUPERSEDED SURVEY CONTROL
 FG1292
 FG1292  NGVD 29 (??/??/92)  119.779  (m)          392.97   (f) ADJ UNCH    2 0
 FG1292
 FG1292.Superseded values are not recommended for survey control.
 FG1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1292.See file dsdata.txt to determine how the superseded data were derived.
 FG1292
 FG1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV242191(NAD 83)
 FG1292_MARKER: DB = BENCH MARK DISK
 FG1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1292_STAMPING: C 45 1934
 FG1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1292+STABILITY: SURFACE MOTION
 FG1292
 FG1292  HISTORY     - Date     Condition        Report By
 FG1292  HISTORY     - 1934     MONUMENTED       CGS
 FG1292  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1292  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1292
 FG1292                          STATION DESCRIPTION
 FG1292
 FG1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1292'5.3 MI S FROM OZARK.
 FG1292'5.3 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI PACIFIC
 FG1292'RAILROAD STATION AT OZARK, 0.2 MILE NORTH OF A TENANT HOUSE, AT A
 FG1292'CURVE, 27.1 FEET NORTHWEST OF THE CENTER OF THE JUNCTION WITH A FARM
 FG1292'ROAD, 42.7 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 14.5 FEET NORTH
 FG1292'OF THE CENTERLINE OF THE ROAD, 2.6 FEET NORTHWEST OF THE NORTH END
 FG1292'GATE, AND 2.1 FEET WEST OF A FENCE PARALLELING THE HIGHWAY.
 FG1292
 FG1292                          STATION RECOVERY (1963)
 FG1292
 FG1292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1151 ***********************************************************************
 FG1151  DESIGNATION -  C 47
 FG1151  PID         -  FG1151
 FG1151  STATE/COUNTY-  AR/YELL
 FG1151  USGS QUAD   -  DANVILLE MOUNTAIN (1972)
 FG1151
 FG1151                         *CURRENT SURVEY CONTROL
 FG1151  ___________________________________________________________________
 FG1151* NAD 83(1986)-  35 03 40.     (N)    093 15 27.     (W)     SCALED    
 FG1151* NAVD 88     -       100.193  (meters)     328.72   (feet)  ADJUSTED  
 FG1151  ___________________________________________________________________
 FG1151  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1151  DYNAMIC HT  -         100.096 (meters)     328.40  (feet)  COMP
 FG1151  MODELED GRAV-     979,664.7   (mgal)                       NAVD 88
 FG1151
 FG1151  VERT ORDER  -  SECOND    CLASS 0
 FG1151
 FG1151.The horizontal coordinates were scaled from a topographic map and have
 FG1151.an estimated accuracy of +/- 6 seconds.
 FG1151
 FG1151.The orthometric height was determined by differential leveling
 FG1151.and adjusted by the National Geodetic Survey in June 1991..
 FG1151
 FG1151.The geoid height was determined by GEOID03.
 FG1151
 FG1151.The dynamic height is computed by dividing the NAVD 88
 FG1151.geopotential number by the normal gravity value computed on the
 FG1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1151.degrees latitude (g = 980.6199 gals.).
 FG1151
 FG1151.The modeled gravity was interpolated from observed gravity values.
 FG1151
 FG1151;                    North         East    Units  Estimated Accuracy
 FG1151;SPC AR N     -    81,470.      285,300.      MT  (+/- 180 meters Scaled)
 FG1151
 FG1151                          SUPERSEDED SURVEY CONTROL
 FG1151
 FG1151  NGVD 29 (??/??/92)  100.160  (m)          328.61   (f) ADJ UNCH    2 0
 FG1151
 FG1151.Superseded values are not recommended for survey control.
 FG1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1151.See file dsdata.txt to determine how the superseded data were derived.
 FG1151
 FG1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU765798(NAD 83)
 FG1151_MARKER: DB = BENCH MARK DISK
 FG1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1151_STAMPING: C 47 1934
 FG1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1151+STABILITY: SURFACE MOTION
 FG1151
 FG1151  HISTORY     - Date     Condition        Report By
 FG1151  HISTORY     - 1934     MONUMENTED       CGS
 FG1151  HISTORY     - 1971     GOOD             USGS
 FG1151
 FG1151                          STATION DESCRIPTION
 FG1151
 FG1151'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FG1151'3.0 MI W FROM OLA.
 FG1151'3.0 MI W. ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RR FROM OLA. ARK.
 FG1151'LIST 1.  MARK FOUND IN GOOD CONDITION.  DESCRIPTION CHANGED AS
 FG1151'FOLLOWS.  3.0 MI WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FG1151'RAILROAD FROM THE STATION AT OLA, YELL COUNTY, 0.4 MI. SOUTHEAST OF
 FG1151'MILEPOST 212, 0.3 MI. NORTH OF THE FARM HOUSE OF J.K. COLLINS IN 1934,
 FG1151'0.15 MI. SOUTHEAST OF A TRESTLE, 42.4 FT. SOUTHWEST OF THE CENTERLINE
 FG1151'OF THE TRACK, 17.7 FT NORTHWEST OF A FARM ROAD CROSSING. A STANDARD
 FG1151'DISK STAMPED C 47 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FG1151'THE FENCE NOTED IN ORIGINAL DESCRIPTION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0974 ***********************************************************************
 FG0974  DESIGNATION -  C 48
 FG0974  PID         -  FG0974
 FG0974  STATE/COUNTY-  AR/NEWTON
 FG0974  USGS QUAD   -  LURTON (1980)
 FG0974
 FG0974                         *CURRENT SURVEY CONTROL
 FG0974  ___________________________________________________________________
 FG0974* NAD 83(1986)-  35 46 50.     (N)    093 06 14.     (W)     SCALED    
 FG0974* NAVD 88     -       623.797  (meters)    2046.57   (feet)  ADJUSTED  
 FG0974  ___________________________________________________________________
 FG0974  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG0974  DYNAMIC HT  -         623.186 (meters)    2044.57  (feet)  COMP
 FG0974  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 FG0974
 FG0974  VERT ORDER  -  SECOND    CLASS 0
 FG0974
 FG0974.The horizontal coordinates were scaled from a topographic map and have
 FG0974.an estimated accuracy of +/- 6 seconds.
 FG0974
 FG0974.The orthometric height was determined by differential leveling
 FG0974.and adjusted by the National Geodetic Survey in June 1991..
 FG0974
 FG0974.The geoid height was determined by GEOID03.
 FG0974
 FG0974.The dynamic height is computed by dividing the NAVD 88
 FG0974.geopotential number by the normal gravity value computed on the
 FG0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0974.degrees latitude (g = 980.6199 gals.).
 FG0974
 FG0974.The modeled gravity was interpolated from observed gravity values.
 FG0974
 FG0974;                    North         East    Units  Estimated Accuracy
 FG0974;SPC AR N     -   161,120.      300,200.      MT  (+/- 180 meters Scaled)
 FG0974
 FG0974                          SUPERSEDED SURVEY CONTROL
 FG0974
 FG0974  NGVD 29 (??/??/92)  623.701  (m)         2046.26   (f) ADJ UNCH    2 0
 FG0974
 FG0974.Superseded values are not recommended for survey control.
 FG0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0974.See file dsdata.txt to determine how the superseded data were derived.
 FG0974
 FG0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV906596(NAD 83)
 FG0974_MARKER: DB = BENCH MARK DISK
 FG0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0974_STAMPING: C 48 1934
 FG0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0974+STABILITY: SURFACE MOTION
 FG0974
 FG0974  HISTORY     - Date     Condition        Report By
 FG0974  HISTORY     - 1934     MONUMENTED       CGS
 FG0974  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0974
 FG0974                          STATION DESCRIPTION
 FG0974
 FG0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0974'1.9 MI NW FROM LURTON.
 FG0974'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 FG0974'LURTON, ON THE NORTHSIDE OF THE HIGHWAY AT A HORSESHOE CURVE, 46.6
 FG0974'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.1 FEET NORTHEAST OF
 FG0974'THE EAST END OF A WOODEN GATE, AND 2.8 FEET EAST OF A NORTH-AND-SOUTH
 FG0974'LOG FENCE.  SET IN THE TOP OF A CONCRETE POST.
 FG0974
 FG0974                          STATION RECOVERY (1976)
 FG0974
 FG0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0343 ***********************************************************************
 FG0343  DESIGNATION -  C 49
 FG0343  PID         -  FG0343
 FG0343  STATE/COUNTY-  AR/CONWAY
 FG0343  USGS QUAD   -  SOLGOHACHIA (1990)
 FG0343
 FG0343                         *CURRENT SURVEY CONTROL
 FG0343  ___________________________________________________________________
 FG0343* NAD 83(1986)-  35 22 06.     (N)    092 42 46.     (W)     SCALED    
 FG0343* NAVD 88     -       204.539  (meters)     671.06   (feet)  ADJUSTED  
 FG0343  ___________________________________________________________________
 FG0343  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FG0343  DYNAMIC HT  -         204.348 (meters)     670.43  (feet)  COMP
 FG0343  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 FG0343
 FG0343  VERT ORDER  -  SECOND    CLASS 0
 FG0343
 FG0343.The horizontal coordinates were scaled from a topographic map and have
 FG0343.an estimated accuracy of +/- 6 seconds.
 FG0343
 FG0343.The orthometric height was determined by differential leveling
 FG0343.and adjusted by the National Geodetic Survey in June 1991..
 FG0343
 FG0343.The geoid height was determined by GEOID03.
 FG0343
 FG0343.The dynamic height is computed by dividing the NAVD 88
 FG0343.geopotential number by the normal gravity value computed on the
 FG0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0343.degrees latitude (g = 980.6199 gals.).
 FG0343
 FG0343.The modeled gravity was interpolated from observed gravity values.
 FG0343
 FG0343;                    North         East    Units  Estimated Accuracy
 FG0343;SPC AR N     -   115,060.      335,230.      MT  (+/- 180 meters Scaled)
 FG0343
 FG0343                          SUPERSEDED SURVEY CONTROL
 FG0343
 FG0343  NGVD 29 (??/??/92)  204.537  (m)          671.05   (f) ADJ UNCH    2 0
 FG0343
 FG0343.Superseded values are not recommended for survey control.
 FG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0343.See file dsdata.txt to determine how the superseded data were derived.
 FG0343
 FG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV260139(NAD 83)
 FG0343_MARKER: DB = BENCH MARK DISK
 FG0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0343_STAMPING: C 49 1934
 FG0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0343+STABILITY: SURFACE MOTION
 FG0343
 FG0343  HISTORY     - Date     Condition        Report By
 FG0343  HISTORY     - 1934     MONUMENTED       CGS
 FG0343  HISTORY     - 1960     GOOD             USGS
 FG0343
 FG0343                          STATION DESCRIPTION
 FG0343
 FG0343'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FG0343'3.8 MI S FROM CLEVELAND.
 FG0343'CLEVELAND, ABOUT 3.8 MI. S. OF ALONG STATE HWY. 95.  T. 8 N., R. 16
 FG0343'W., NEAR E. EDGE OF THE NE 1/4 OF SEC. 5.  78 FT. S. OF THE CENTER
 FG0343'LINE OF HWY. AT A DOUBLE PIPE CUL. 67 FT. NE OF A POWER POLE. 42 FT.
 FG0343'SE AND NORMAL TO THE CENTER LINE OF HWY. 14 FT. SE AND NORMAL TO A
 FG0343'RIGHT-OF-WAY FE. IN THE TOP OF A CONC. POST, A STD. USC AND GS TABLET,
 FG0343'STAMPED C 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0154 ***********************************************************************
 FF0154  DESIGNATION -  C 5
 FF0154  PID         -  FF0154
 FF0154  STATE/COUNTY-  AR/CRITTENDEN
 FF0154  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0154
 FF0154                         *CURRENT SURVEY CONTROL
 FF0154  ___________________________________________________________________
 FF0154* NAD 83(1986)-  35 12 52.     (N)    090 11 47.     (W)     SCALED    
 FF0154* NAVD 88     -        68.605  (meters)     225.08   (feet)  ADJUSTED  
 FF0154  ___________________________________________________________________
 FF0154  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0154  DYNAMIC HT  -          68.544 (meters)     224.88  (feet)  COMP
 FF0154  MODELED GRAV-     979,738.7   (mgal)                       NAVD 88
 FF0154
 FF0154  VERT ORDER  -  FIRST     CLASS II
 FF0154
 FF0154.The horizontal coordinates were scaled from a topographic map and have
 FF0154.an estimated accuracy of +/- 6 seconds.
 FF0154
 FF0154.The orthometric height was determined by differential leveling
 FF0154.and adjusted by the National Geodetic Survey in June 1991..
 FF0154
 FF0154.The geoid height was determined by GEOID03.
 FF0154
 FF0154.The dynamic height is computed by dividing the NAVD 88
 FF0154.geopotential number by the normal gravity value computed on the
 FF0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0154.degrees latitude (g = 980.6199 gals.).
 FF0154
 FF0154.The modeled gravity was interpolated from observed gravity values.
 FF0154
 FF0154;                    North         East    Units  Estimated Accuracy
 FF0154;SPC AR N     -    99,260.      564,200.      MT  (+/- 180 meters Scaled)
 FF0154
 FF0154                          SUPERSEDED SURVEY CONTROL
 FF0154
 FF0154  NGVD 29 (10/05/93)   68.606  (m)          225.08   (f) ADJUSTED    1 2
 FF0154
 FF0154.Superseded values are not recommended for survey control.
 FF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0154.See file dsdata.txt to determine how the superseded data were derived.
 FF0154
 FF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV551004(NAD 83)
 FF0154_MARKER: DB = BENCH MARK DISK
 FF0154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0154_SP_SET: HEADWALL
 FF0154_STAMPING: C 5 1928 224.986
 FF0154_MARK LOGO: CGS   
 FF0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0154+STABILITY: SURFACE MOTION
 FF0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0154+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FF0154
 FF0154  HISTORY     - Date     Condition        Report By
 FF0154  HISTORY     - 1928     MONUMENTED       CGS
 FF0154  HISTORY     - 1956     GOOD             CGS
 FF0154  HISTORY     - 19920319 GOOD             NGS
 FF0154  HISTORY     - 20021016 GOOD             USACE
 FF0154  HISTORY     - 20050805 GOOD             GEOCAC
 FF0154
 FF0154                          STATION DESCRIPTION
 FF0154
 FF0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0154'AT MARION.
 FF0154'AT MARION, 40 YARDS NORTHWEST OF THE ST. LOUIS-SAN FRANCISCO
 FF0154'RAILWAY STATION, AT CROSSING OF MAIN STREET, 21 FEET SOUTH OF
 FF0154'CENTER LINE OF MAIN STREET, 14 FEET NORTHEAST OF NORTHEAST
 FF0154'RAIL OF MAIN TRACK, IN THE TOP OF CENTER OF NORTH WING WALL OF A
 FF0154'3-FOOT CONCRETE CULVERT WITH IRON RAILINGS UNDER TRACK, AND
 FF0154'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- THE CULVERT
 FF0154'APPEARS TO HAVE BEEN PATCHED AND MAY BE UNSTABLE.
 FF0154
 FF0154                          STATION RECOVERY (1992)
 FF0154
 FF0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0154'IN MARION, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND
 FF0154'MAIN STREET, IN TOP OF AND 0.9 M (3.0 FT) SOUTH OF THE NORTH END OF
 FF0154'THE EAST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE TRACK, 5.6 M
 FF0154'(18.4 FT) SOUTH OF AND LEVEL WITH THE STREET CENTER, AND 4.3 M
 FF0154'(14.1 FT) EAST OF THE NEAR RAIL.
 FF0154
 FF0154                          STATION RECOVERY (2002)
 FF0154
 FF0154'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0154'RECOVERED IN GOOD CONDITION.
 FF0154
 FF0154                          STATION RECOVERY (2005)
 FF0154
 FF0154'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FF0154'THE MAIN STREET IS MORE COMMONLY KNOWN AS MILITARY ROAD OR MOUND CITY
 FF0154'ROAD IN THIS AREA.  HANDHELD COORDINATES ARE N35-12-51.90
 FF0154'W090-11-48.72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0056 ***********************************************************************
 FH0056  DESIGNATION -  C 50
 FH0056  PID         -  FH0056
 FH0056  STATE/COUNTY-  AR/WASHINGTON
 FH0056  USGS QUAD   -  LINCOLN (1970)
 FH0056
 FH0056                         *CURRENT SURVEY CONTROL
 FH0056  ___________________________________________________________________
 FH0056* NAD 83(1986)-  35 58 36.     (N)    094 27 34.     (W)     SCALED    
 FH0056* NAVD 88     -       399.563  (meters)    1310.90   (feet)  ADJUSTED  
 FH0056  ___________________________________________________________________
 FH0056  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FH0056  DYNAMIC HT  -         399.197 (meters)    1309.70  (feet)  COMP
 FH0056  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FH0056
 FH0056  VERT ORDER  -  SECOND    CLASS 0
 FH0056
 FH0056.The horizontal coordinates were scaled from a topographic map and have
 FH0056.an estimated accuracy of +/- 6 seconds.
 FH0056
 FH0056.The orthometric height was determined by differential leveling
 FH0056.and adjusted by the National Geodetic Survey in June 1991..
 FH0056
 FH0056.The geoid height was determined by GEOID03.
 FH0056
 FH0056.The dynamic height is computed by dividing the NAVD 88
 FH0056.geopotential number by the normal gravity value computed on the
 FH0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0056.degrees latitude (g = 980.6199 gals.).
 FH0056
 FH0056.The modeled gravity was interpolated from observed gravity values.
 FH0056
 FH0056;                    North         East    Units  Estimated Accuracy
 FH0056;SPC AR N     -   185,090.      178,210.      MT  (+/- 180 meters Scaled)
 FH0056
 FH0056                          SUPERSEDED SURVEY CONTROL
 FH0056
 FH0056  NGVD 29 (??/??/92)  399.388  (m)         1310.33   (f) ADJ UNCH    2 0
 FH0056
 FH0056.Superseded values are not recommended for survey control.
 FH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0056.See file dsdata.txt to determine how the superseded data were derived.
 FH0056
 FH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV684823(NAD 83)
 FH0056_MARKER: DB = BENCH MARK DISK
 FH0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0056_SP_SET: CULVERT
 FH0056_STAMPING: C 50 1934
 FH0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0056
 FH0056  HISTORY     - Date     Condition        Report By
 FH0056  HISTORY     - 1934     MONUMENTED       CGS
 FH0056  HISTORY     - 1961     MARK NOT FOUND   NGS
 FH0056  HISTORY     - 1970     GOOD             USGS
 FH0056
 FH0056                          STATION DESCRIPTION
 FH0056
 FH0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FH0056'2.3 MI E FROM SUMMERS.
 FH0056'2.3 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0056'THE STATION AT SUMMERS, 400 FEET NORTHWEST OF MILEPOST 37P,
 FH0056'1100 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, AT A
 FH0056'CONCRETE CULVERT, IN THE TOP OF A HEADWALL, AND 8.4 FEET EAST
 FH0056'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C
 FH0056'50 1934.
 FH0056
 FH0056                          STATION RECOVERY (1970)
 FH0056
 FH0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FH0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0496 ***********************************************************************
 GF0496  DESIGNATION -  C 52
 GF0496  PID         -  GF0496
 GF0496  STATE/COUNTY-  AR/CARROLL
 GF0496  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0496
 GF0496                         *CURRENT SURVEY CONTROL
 GF0496  ___________________________________________________________________
 GF0496* NAD 83(1986)-  36 23 01.     (N)    093 44 17.     (W)     SCALED    
 GF0496* NAVD 88     -       462.969  (meters)    1518.92   (feet)  ADJUSTED  
 GF0496  ___________________________________________________________________
 GF0496  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GF0496  DYNAMIC HT  -         462.558 (meters)    1517.58  (feet)  COMP
 GF0496  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 GF0496
 GF0496  VERT ORDER  -  SECOND    CLASS 0
 GF0496
 GF0496.The horizontal coordinates were scaled from a topographic map and have
 GF0496.an estimated accuracy of +/- 6 seconds.
 GF0496
 GF0496.The orthometric height was determined by differential leveling
 GF0496.and adjusted by the National Geodetic Survey in June 1991..
 GF0496
 GF0496.The geoid height was determined by GEOID03.
 GF0496
 GF0496.The dynamic height is computed by dividing the NAVD 88
 GF0496.geopotential number by the normal gravity value computed on the
 GF0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0496.degrees latitude (g = 980.6199 gals.).
 GF0496
 GF0496.The modeled gravity was interpolated from observed gravity values.
 GF0496
 GF0496;                    North         East    Units  Estimated Accuracy
 GF0496;SPC AR N     -   228,850.      244,060.      MT  (+/- 180 meters Scaled)
 GF0496
 GF0496                          SUPERSEDED SURVEY CONTROL
 GF0496
 GF0496  NGVD 29 (??/??/92)  462.826  (m)         1518.45   (f) ADJ UNCH    2 0
 GF0496
 GF0496.Superseded values are not recommended for survey control.
 GF0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0496.See file dsdata.txt to determine how the superseded data were derived.
 GF0496
 GF0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA338267(NAD 83)
 GF0496_MARKER: DB = BENCH MARK DISK
 GF0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0496_STAMPING: C 52 1934
 GF0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0496+STABILITY: SURFACE MOTION
 GF0496
 GF0496  HISTORY     - Date     Condition        Report By
 GF0496  HISTORY     - 1934     MONUMENTED       CGS
 GF0496  HISTORY     - 1987     GOOD             USPSQD
 GF0496  HISTORY     - 1987     GOOD             USPSQD
 GF0496  HISTORY     - 1988     GOOD             USPSQD
 GF0496  HISTORY     - 1989     GOOD             USPSQD
 GF0496  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 GF0496
 GF0496                          STATION DESCRIPTION
 GF0496
 GF0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0496'3.3 MI S FROM EUREKA SPRINGS.
 GF0496'3.3 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE CITY AUDITORIUM
 GF0496'AT EUREKA SPRINGS, CARROLL COUNTY, 0.3 MILE SOUTHWEST OF THE
 GF0496'JUNCTION WITH U.S. HIGHWAY 62, 150 FEET EAST OF THE LUMBERYARD
 GF0496'OF B.C. HULL, 90 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GF0496'RESIDENCE OF B.C. HULL, 34 FEET SOUTH OF THE CENTERLINE OF THE
 GF0496'HIGHWAY, 19 FEET SOUTHEAST OF THE SOUTH END OF A METAL PIPE-CULVERT
 GF0496'UNDER THE HIGHWAY, AND 1 FOOT NORTH OF THE FENCE LINE.  A
 GF0496'STANDARD DISK, STAMPED C 52 1934 AND SET IN THE TOP OF A CONCRETE
 GF0496'POST.
 GF0496
 GF0496                          STATION RECOVERY (1987)
 GF0496
 GF0496'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0496'RECOVERED IN GOOD CONDITION.
 GF0496
 GF0496                          STATION RECOVERY (1987)
 GF0496
 GF0496'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0496'RECOVERED IN GOOD CONDITION.
 GF0496
 GF0496                          STATION RECOVERY (1988)
 GF0496
 GF0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0496'RECOVERED IN GOOD CONDITION.
 GF0496
 GF0496                          STATION RECOVERY (1989)
 GF0496
 GF0496'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GF0496'RECOVERED IN GOOD CONDITION.
 GF0496
 GF0496                          STATION RECOVERY (2004)
 GF0496
 GF0496'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 GF0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1341 ***********************************************************************
 FG1341  DESIGNATION -  C 53
 FG1341  PID         -  FG1341
 FG1341  STATE/COUNTY-  AR/MADISON
 FG1341  USGS QUAD   -  BOSTON (1973)
 FG1341
 FG1341                         *CURRENT SURVEY CONTROL
 FG1341  ___________________________________________________________________
 FG1341* NAD 83(1986)-  35 51 16.     (N)    093 32 39.     (W)     SCALED    
 FG1341* NAVD 88     -       633.434  (meters)    2078.19   (feet)  ADJUSTED  
 FG1341  ___________________________________________________________________
 FG1341  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG1341  DYNAMIC HT  -         632.815 (meters)    2076.16  (feet)  COMP
 FG1341  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 FG1341
 FG1341  VERT ORDER  -  SECOND    CLASS 0
 FG1341
 FG1341.The horizontal coordinates were scaled from a topographic map and have
 FG1341.an estimated accuracy of +/- 6 seconds.
 FG1341
 FG1341.The orthometric height was determined by differential leveling
 FG1341.and adjusted by the National Geodetic Survey in June 1991..
 FG1341
 FG1341.The geoid height was determined by GEOID03.
 FG1341
 FG1341.The dynamic height is computed by dividing the NAVD 88
 FG1341.geopotential number by the normal gravity value computed on the
 FG1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1341.degrees latitude (g = 980.6199 gals.).
 FG1341
 FG1341.The modeled gravity was interpolated from observed gravity values.
 FG1341
 FG1341;                    North         East    Units  Estimated Accuracy
 FG1341;SPC AR N     -   169,850.      260,530.      MT  (+/- 180 meters Scaled)
 FG1341
 FG1341                          SUPERSEDED SURVEY CONTROL
 FG1341
 FG1341  NGVD 29 (??/??/92)  633.333  (m)         2077.86   (f) ADJ UNCH    2 0
 FG1341
 FG1341.Superseded values are not recommended for survey control.
 FG1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1341.See file dsdata.txt to determine how the superseded data were derived.
 FG1341
 FG1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV508679(NAD 83)
 FG1341_MARKER: DB = BENCH MARK DISK
 FG1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1341_STAMPING: C 53 1934
 FG1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1341+STABILITY: SURFACE MOTION
 FG1341
 FG1341  HISTORY     - Date     Condition        Report By
 FG1341  HISTORY     - 1934     MONUMENTED       CGS
 FG1341  HISTORY     - 1935     GOOD             NGS
 FG1341
 FG1341                          STATION DESCRIPTION
 FG1341
 FG1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1341'1.2 MI SW FROM REDSTAR.
 FG1341'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 FG1341'REDSTAR, 2.0 MILES NORTHEAST OF NEW HOME SCHOOL, 80 FEET EAST OF THE
 FG1341'SOUTHEAST END OF A CULVERT, AND 45 FEET SOUTHEAST OF THE CENTERLINE OF
 FG1341'THE HIGHWAY.  A STANDARD DISK, STAMPED C 53 1934 AND SET IN THE TOP OF
 FG1341'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1342 ***********************************************************************
 FG1342  DESIGNATION -  C 53 RESET
 FG1342  PID         -  FG1342
 FG1342  STATE/COUNTY-  AR/MADISON
 FG1342  USGS QUAD   -  BOSTON (1973)
 FG1342
 FG1342                         *CURRENT SURVEY CONTROL
 FG1342  ___________________________________________________________________
 FG1342* NAD 83(1986)-  35 51 17.     (N)    093 32 39.     (W)     SCALED    
 FG1342* NAVD 88     -       633.90   (meters)    2079.7    (feet)  RESET     
 FG1342  ___________________________________________________________________
 FG1342  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG1342
 FG1342  VERT ORDER  -  THIRD
 FG1342
 FG1342.The horizontal coordinates were scaled from a topographic map and have
 FG1342.an estimated accuracy of +/- 6 seconds.
 FG1342
 FG1342.The orthometric height was computed from unverified reset data.
 FG1342
 FG1342.The geoid height was determined by GEOID03.
 FG1342
 FG1342;                    North         East    Units  Estimated Accuracy
 FG1342;SPC AR N     -   169,880.      260,530.      MT  (+/- 180 meters Scaled)
 FG1342
 FG1342                          SUPERSEDED SURVEY CONTROL
 FG1342
 FG1342.No superseded survey control is available for this station.
 FG1342
 FG1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV508679(NAD 83)
 FG1342_MARKER: DB = BENCH MARK DISK
 FG1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1342_STAMPING: C 53 RESET 1963
 FG1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1342+STABILITY: SURFACE MOTION
 FG1342
 FG1342  HISTORY     - Date     Condition        Report By
 FG1342  HISTORY     - 1963     MONUMENTED       CGS
 FG1342
 FG1342                          STATION DESCRIPTION
 FG1342
 FG1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FG1342'1.3 MI SW FROM RED STAR.
 FG1342'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT RED
 FG1342'STAR, MADISON COUNTY, 2.0 MILES NORTHEAST OF THE NEW HOME SCHOOL, 74
 FG1342'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET EAST OF THE
 FG1342'BANK OF A SMALL CREEK IN A CLEARING ALONG A POWER LINE, AND SET IN THE
 FG1342'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0825 ***********************************************************************
 EH0825  DESIGNATION -  C 56
 EH0825  PID         -  EH0825
 EH0825  STATE/COUNTY-  AR/PHILLIPS
 EH0825  USGS QUAD   -  LEXA (1991)
 EH0825
 EH0825                         *CURRENT SURVEY CONTROL
 EH0825  ___________________________________________________________________
 EH0825* NAD 83(1986)-  34 32 52.     (N)    090 51 09.     (W)     SCALED    
 EH0825* NAVD 88     -        58.737  (meters)     192.71   (feet)  ADJUSTED  
 EH0825  ___________________________________________________________________
 EH0825  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH0825  DYNAMIC HT  -          58.681 (meters)     192.52  (feet)  COMP
 EH0825  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EH0825
 EH0825  VERT ORDER  -  SECOND    CLASS 0
 EH0825
 EH0825.The horizontal coordinates were scaled from a topographic map and have
 EH0825.an estimated accuracy of +/- 6 seconds.
 EH0825
 EH0825.The orthometric height was determined by differential leveling
 EH0825.and adjusted by the National Geodetic Survey in June 1991..
 EH0825
 EH0825.The geoid height was determined by GEOID03.
 EH0825
 EH0825.The dynamic height is computed by dividing the NAVD 88
 EH0825.geopotential number by the normal gravity value computed on the
 EH0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0825.degrees latitude (g = 980.6199 gals.).
 EH0825
 EH0825.The modeled gravity was interpolated from observed gravity values.
 EH0825
 EH0825;                    North         East    Units  Estimated Accuracy
 EH0825;SPC AR S     -   609,230.      505,320.      MT  (+/- 180 meters Scaled)
 EH0825
 EH0825                          SUPERSEDED SURVEY CONTROL
 EH0825
 EH0825  NGVD 29 (??/??/??)   58.753  (m)          192.76   (f) ADJUSTED    2 0
 EH0825
 EH0825.Superseded values are not recommended for survey control.
 EH0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0825.See file dsdata.txt to determine how the superseded data were derived.
 EH0825
 EH0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU970249(NAD 83)
 EH0825_MARKER: DB = BENCH MARK DISK
 EH0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0825_STAMPING: C 56 1935
 EH0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0825+STABILITY: SURFACE MOTION
 EH0825
 EH0825  HISTORY     - Date     Condition        Report By
 EH0825  HISTORY     - 1935     MONUMENTED       CGS
 EH0825  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0825
 EH0825                          STATION DESCRIPTION
 EH0825
 EH0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0825'IN POPLAR GROVE.
 EH0825'AT POPLAR GROVE, PHILLIPS COUNTY, 28.5 FEET WEST OF THE NORTHWEST
 EH0825'CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, 27.2 FEET SOUTH OF
 EH0825'THE CENTERLINE OF THE MAIN TRACK, AND 3.8 FEET WEST OF A POLE.  A
 EH0825'STANDARD DISK, STAMPED C 56 1935 AND SET IN THE TOP OF A CONCRETE
 EH0825'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1365 ***********************************************************************
 EH1365  DESIGNATION -  C 57
 EH1365  PID         -  EH1365
 EH1365  STATE/COUNTY-  AR/ARKANSAS
 EH1365  USGS QUAD   -  ALMYRA (1968)
 EH1365
 EH1365                         *CURRENT SURVEY CONTROL
 EH1365  ___________________________________________________________________
 EH1365* NAD 83(1986)-  34 26 58.     (N)    091 28 43.     (W)     SCALED    
 EH1365* NAVD 88     -        62.959  (meters)     206.56   (feet)  ADJUSTED  
 EH1365  ___________________________________________________________________
 EH1365  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH1365  DYNAMIC HT  -          62.898 (meters)     206.36  (feet)  COMP
 EH1365  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1365
 EH1365  VERT ORDER  -  FIRST     CLASS II
 EH1365
 EH1365.The horizontal coordinates were scaled from a topographic map and have
 EH1365.an estimated accuracy of +/- 6 seconds.
 EH1365
 EH1365.The orthometric height was determined by differential leveling
 EH1365.and adjusted by the National Geodetic Survey in August 1993..
 EH1365.WARNING-Repeat measurements at this control monument indicate possible
 EH1365.vertical movement.
 EH1365
 EH1365.The geoid height was determined by GEOID03.
 EH1365
 EH1365.The dynamic height is computed by dividing the NAVD 88
 EH1365.geopotential number by the normal gravity value computed on the
 EH1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1365.degrees latitude (g = 980.6199 gals.).
 EH1365
 EH1365.The modeled gravity was interpolated from observed gravity values.
 EH1365
 EH1365;                    North         East    Units  Estimated Accuracy
 EH1365;SPC AR S     -   597,860.      447,910.      MT  (+/- 180 meters Scaled)
 EH1365
 EH1365                          SUPERSEDED SURVEY CONTROL
 EH1365
 EH1365  NAVD 88 (06/15/91)   63.000  (m)          206.69   (f) UNKNOWN     1 2
 EH1365  NGVD 29 (??/??/??)   63.006  (m)          206.71   (f) ADJUSTED    1 2
 EH1365
 EH1365.Superseded values are not recommended for survey control.
 EH1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1365.See file dsdata.txt to determine how the superseded data were derived.
 EH1365
 EH1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU397130(NAD 83)
 EH1365_MARKER: DB = BENCH MARK DISK
 EH1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1365_STAMPING: C 57 1935
 EH1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1365+STABILITY: SURFACE MOTION
 EH1365
 EH1365  HISTORY     - Date     Condition        Report By
 EH1365  HISTORY     - 1935     MONUMENTED       CGS
 EH1365  HISTORY     - 1954     GOOD             CGS
 EH1365  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1365
 EH1365                          STATION DESCRIPTION
 EH1365
 EH1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1365'5.4 MI NW FROM ALMYRA.
 EH1365'5.4 MILES NORTHWEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 EH1365'THE STATION AT ALMYRA, 0.6 MILE SOUTHEAST OF THE ROAD CROSSING AT
 EH1365'YODER, 11 POLES SOUTHEAST OF MILEPOST 239, 34 FEET SOUTHWEST OF THE
 EH1365'SOUTHWEST RAIL, 4 FEET NORTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A
 EH1365'WITNESS POST, 1.0 MILE SOUTHEAST OF BENCH MARK Y 114, SET IN THE TOP
 EH1365'OF A CONCRETE POST WHICH IS 0.3 FOOT BELOW THE TOP OF THE GROUND.
 EH1365
 EH1365                          STATION RECOVERY (1965)
 EH1365
 EH1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EH1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0237 ***********************************************************************
 FH0237  DESIGNATION -  C 58
 FH0237  PID         -  FH0237
 FH0237  STATE/COUNTY-  AR/SEBASTIAN
 FH0237  USGS QUAD   -  HARTFORD (1987)
 FH0237
 FH0237                         *CURRENT SURVEY CONTROL
 FH0237  ___________________________________________________________________
 FH0237* NAD 83(1986)-  35 01 15.     (N)    094 22 51.     (W)     SCALED    
 FH0237* NAVD 88     -       195.721  (meters)     642.13   (feet)  ADJUSTED  
 FH0237  ___________________________________________________________________
 FH0237  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FH0237  DYNAMIC HT  -         195.522 (meters)     641.48  (feet)  COMP
 FH0237  MODELED GRAV-     979,613.3   (mgal)                       NAVD 88
 FH0237
 FH0237  VERT ORDER  -  SECOND    CLASS 0
 FH0237
 FH0237.The horizontal coordinates were scaled from a topographic map and have
 FH0237.an estimated accuracy of +/- 6 seconds.
 FH0237
 FH0237.The orthometric height was determined by differential leveling
 FH0237.and adjusted by the National Geodetic Survey in June 1991..
 FH0237
 FH0237.The geoid height was determined by GEOID03.
 FH0237
 FH0237.The dynamic height is computed by dividing the NAVD 88
 FH0237.geopotential number by the normal gravity value computed on the
 FH0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0237.degrees latitude (g = 980.6199 gals.).
 FH0237
 FH0237.The modeled gravity was interpolated from observed gravity values.
 FH0237
 FH0237;                    North         East    Units  Estimated Accuracy
 FH0237;SPC AR N     -    78,900.      182,740.      MT  (+/- 180 meters Scaled)
 FH0237
 FH0237                          SUPERSEDED SURVEY CONTROL
 FH0237
 FH0237  NGVD 29 (??/??/92)  195.610  (m)          641.76   (f) ADJ UNCH    2 0
 FH0237
 FH0237.Superseded values are not recommended for survey control.
 FH0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0237.See file dsdata.txt to determine how the superseded data were derived.
 FH0237
 FH0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU740762(NAD 83)
 FH0237_MARKER: DB = BENCH MARK DISK
 FH0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0237_STAMPING: C 58 1934
 FH0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0237+STABILITY: SURFACE MOTION
 FH0237
 FH0237  HISTORY     - Date     Condition        Report By
 FH0237  HISTORY     - 1934     MONUMENTED       CGS
 FH0237  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0237
 FH0237                          STATION DESCRIPTION
 FH0237
 FH0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0237'AT HARTFORD.
 FH0237'AT HARTFORD ABOUT 125 FEET WEST OF NORTHWEST CORNER OF HARTFORD
 FH0237'DEPOT, 75.5 FEET NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND
 FH0237'AND PACIFIC R.R. MAIN LINE TRACK, 7K.3 FEET EAST OF EAST END
 FH0237'OF CONOCO GAS TANK, 36 FEET EAST OF CENTERLINE OF CROSS ROAD,
 FH0237'19.9 FEET NORTH OF CENTERLINE OF TRACK ON NORTH SIDE OF DEPOT,
 FH0237'2.8 FEET EAST OF M.P. 280, TABLET SET IN PRECAST CONCRETE POST.
 FH0237
 FH0237                          STATION RECOVERY (1959)
 FH0237
 FH0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1308 ***********************************************************************
 EJ1308  DESIGNATION -  C 59
 EJ1308  PID         -  EJ1308
 EJ1308  STATE/COUNTY-  AR/GARLAND
 EJ1308  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1308
 EJ1308                         *CURRENT SURVEY CONTROL
 EJ1308  ___________________________________________________________________
 EJ1308* NAD 83(1997)-  34 27 12.70401(N)    093 10 07.88317(W)     ADJUSTED  
 EJ1308* NAVD 88     -       161.957  (meters)     531.35   (feet)  ADJUSTED  
 EJ1308  ___________________________________________________________________
 EJ1308  X           -    -291,046.813 (meters)                     COMP
 EJ1308  Y           -  -5,257,021.878 (meters)                     COMP
 EJ1308  Z           -   3,588,118.412 (meters)                     COMP
 EJ1308  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 EJ1308  ELLIP HEIGHT-         134.51  (meters)          (09/24/01) GPS OBS
 EJ1308  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EJ1308  DYNAMIC HT  -         161.796 (meters)     530.83  (feet)  COMP
 EJ1308  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 EJ1308
 EJ1308  HORZ ORDER  -  FIRST
 EJ1308  VERT ORDER  -  SECOND    CLASS 0
 EJ1308  ELLP ORDER  -  FOURTH    CLASS II
 EJ1308
 EJ1308.The horizontal coordinates were established by GPS observations
 EJ1308.and adjusted by the National Geodetic Survey in September 1999..
 EJ1308
 EJ1308.The orthometric height was determined by differential leveling
 EJ1308.and adjusted by the National Geodetic Survey in June 1991..
 EJ1308
 EJ1308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1308
 EJ1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1308
 EJ1308.The ellipsoidal height was determined by GPS observations
 EJ1308.and is referenced to NAD 83.
 EJ1308
 EJ1308.The geoid height was determined by GEOID03.
 EJ1308
 EJ1308.The dynamic height is computed by dividing the NAVD 88
 EJ1308.geopotential number by the normal gravity value computed on the
 EJ1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1308.degrees latitude (g = 980.6199 gals.).
 EJ1308
 EJ1308.The modeled gravity was interpolated from observed gravity values.
 EJ1308
 EJ1308;                    North         East     Units Scale Factor Converg.
 EJ1308;SPC AR S     -   598,800.614   292,600.941   MT  0.99994514   -0 39 15.1
 EJ1308;SPC AR S     - 1,964,565.01    959,974.92   sFT  0.99994514   -0 39 15.1
 EJ1308;UTM  15      - 3,812,457.153   484,489.826   MT  0.99960297   -0 05 43.9
 EJ1308
 EJ1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1308!SPC AR S     -   0.99997889  x   0.99994514  =   0.99992403
 EJ1308!UTM  15      -   0.99997889  x   0.99960297  =   0.99958186
 EJ1308
 EJ1308                          SUPERSEDED SURVEY CONTROL
 EJ1308
 EJ1308  ELLIP H (09/14/99)  134.53   (m)                       GP(       ) 4 1
 EJ1308  NAD 83(1986)-  34 27 12.71519(N)    093 10 07.87366(W) AD(       ) 1
 EJ1308  NGVD 29 (??/??/92)  161.945  (m)          531.31   (f) ADJ UNCH    2 0
 EJ1308
 EJ1308.Superseded values are not recommended for survey control.
 EJ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1308.See file dsdata.txt to determine how the superseded data were derived.
 EJ1308
 EJ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8449012457(NAD 83)
 EJ1308_MARKER: DB = BENCH MARK DISK
 EJ1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1308_SP_SET: CULVERT
 EJ1308_STAMPING: C-59 1934
 EJ1308_MARK LOGO: CGS   
 EJ1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1308+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1990
 EJ1308
 EJ1308  HISTORY     - Date     Condition        Report By
 EJ1308  HISTORY     - 1934     MONUMENTED       CGS
 EJ1308  HISTORY     - 19890901 GOOD             NGS
 EJ1308  HISTORY     - 19900607 GOOD
 EJ1308  HISTORY     - 19980425 GOOD             USPSQD
 EJ1308
 EJ1308                          STATION DESCRIPTION
 EJ1308
 EJ1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1308'7.5 MI SW FROM HOT SPRINGS.
 EJ1308'7.5 MILES SOUTHWEST OF, ALONG U.S. HWY.70, FROM COURTHOUSE.  BRONZE
 EJ1308'TABLET IN NORTHWEST HEADWALL OF CONCRETE HIGHWAY CULVERT.  ABOUT 0.1
 EJ1308'MILE SOUTHWEST OF SMALL SAW MILL AND SERVICE STATIONS ON BOTH SIDES OF
 EJ1308'HIGHWAY.  228 FEET NORTHEAST OF POINT WHERE ROAD TURNS EAST AWAY FROM
 EJ1308'HIGHWAY.  TO SAW MILL.  17 FEET NORTHWEST OF CENTERLINE OF U.S.HWY.70.
 EJ1308'13 FEET SOUTHEAST OF FENCE.  1 FT. BELOW LEVEL OF HIGHWAY.
 EJ1308
 EJ1308                          STATION RECOVERY (1989)
 EJ1308
 EJ1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EJ1308'STATION IS LOCATED ABOUT 15.2 KM (9.4 MI) NORTH OF BISMARK, 11.0 KM
 EJ1308'(6.8 MI) SOUTHWEST OF HOT SPRINGS, AND 9.0 KM (5.6 MI) SOUTHEAST OF
 EJ1308'ROYAL.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.
 EJ1308'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 70 AND 270 IN
 EJ1308'WEST HOT SPRINGS.  GO SOUTHWEST ON U.S.HIGHWAY 70 FOR 6.65 KM
 EJ1308'(4.13 MI) TO THE JUNCTION OF STATE HIGHWAY 192 ON THE LEFT. CONTINUE
 EJ1308'SOUTHWEST ON U.S.HIGHWAY 70 FOR 2.42 KM (1.50 MI) TO THE STATION ON
 EJ1308'THE RIGHT.
 EJ1308'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---C 59 1934---. SET
 EJ1308'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF
 EJ1308'A 4 X 4 FOOT CONCRETE BOX CULVERT THAT IS FLUSH WITH THE GROUND.  IT
 EJ1308'IS 63.9 M (209.6 FT) NORTHEAST OF THE CENTER OF A DOUBLE GRAVELED
 EJ1308'DRIVEWAY, 22.0 M (72.2 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE
 EJ1308'SOUTHWEST TO THE MOUNT PLEASANT RESTAURANT, 5.5 M (18.0 FT) NORTHWEST
 EJ1308'OF THE CENTERLINE OF U.S.HIGHWAY 67, AND 0.2 M (0.7 FT) NORTHEAST OF
 EJ1308'THE SOUTHWEST END OF THE HEADWALL.
 EJ1308'DESCRIBED BY E.J.HANSMANN.  ALSO, ABOUT 140 FT (42.7 M) NORTHEAST OF A
 EJ1308'FISH NET RESTUARANT 7 MI (11.3 KM) SIGN POST.
 EJ1308
 EJ1308                          STATION RECOVERY (1990)
 EJ1308
 EJ1308'RECOVERED 1990
 EJ1308'RECOVERED IN GOOD CONDITION.
 EJ1308
 EJ1308                          STATION RECOVERY (1998)
 EJ1308
 EJ1308'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1088 ***********************************************************************
 DL1088  FBN         -  This is a Federal Base Network Control Station.
 DL1088  DESIGNATION -  C 62
 DL1088  PID         -  DL1088
 DL1088  STATE/COUNTY-  AR/HOWARD
 DL1088  USGS QUAD   -  MINERAL SPRINGS NORTH (1976)
 DL1088
 DL1088                         *CURRENT SURVEY CONTROL
 DL1088  ___________________________________________________________________
 DL1088* NAD 83(1997)-  33 53 55.37223(N)    093 54 07.69832(W)     ADJUSTED  
 DL1088* NAVD 88     -       106.159  (meters)     348.29   (feet)  ADJUSTED  
 DL1088  ___________________________________________________________________
 DL1088  X           -    -360,651.036 (meters)                     COMP
 DL1088  Y           -  -5,287,312.183 (meters)                     COMP
 DL1088  Z           -   3,537,171.041 (meters)                     COMP
 DL1088  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DL1088  ELLIP HEIGHT-          78.97  (meters)          (07/20/01) GPS OBS
 DL1088  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DL1088  DYNAMIC HT  -         106.050 (meters)     347.93  (feet)  COMP
 DL1088  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 DL1088
 DL1088  HORZ ORDER  -  A
 DL1088  VERT ORDER  -  SECOND    CLASS 0
 DL1088  ELLP ORDER  -  FOURTH    CLASS I
 DL1088
 DL1088.The horizontal coordinates were established by GPS observations
 DL1088.and adjusted by the National Geodetic Survey in July 2001..
 DL1088
 DL1088.The orthometric height was determined by differential leveling
 DL1088.and adjusted by the National Geodetic Survey in June 1991..
 DL1088
 DL1088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1088
 DL1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1088
 DL1088.The ellipsoidal height was determined by GPS observations
 DL1088.and is referenced to NAD 83.
 DL1088
 DL1088.The geoid height was determined by GEOID03.
 DL1088
 DL1088.The dynamic height is computed by dividing the NAVD 88
 DL1088.geopotential number by the normal gravity value computed on the
 DL1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1088.degrees latitude (g = 980.6199 gals.).
 DL1088
 DL1088.The modeled gravity was interpolated from observed gravity values.
 DL1088
 DL1088;                    North         East     Units Scale Factor Converg.
 DL1088;SPC AR S     -   538,283.318   224,087.032   MT  0.99992126   -1 03 52.6
 DL1088;SPC AR S     - 1,766,017.85    735,192.20   sFT  0.99992126   -1 03 52.6
 DL1088;UTM  15      - 3,751,291.991   416,589.410   MT  0.99968577   -0 30 11.4
 DL1088
 DL1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1088!SPC AR S     -   0.99998760  x   0.99992126  =   0.99990886
 DL1088!UTM  15      -   0.99998760  x   0.99968577  =   0.99967338
 DL1088
 DL1088                          SUPERSEDED SURVEY CONTROL
 DL1088
 DL1088  NAD 83(1997)-  33 53 55.37092(N)    093 54 07.69827(W) AD(       ) 3
 DL1088  ELLIP H (09/14/99)   78.96   (m)                       GP(       ) 4 1
 DL1088  NAD 83(1997)-  33 53 55.37887(N)    093 54 07.68856(W) AD(       ) 3
 DL1088  NAD 83(1997)-  33 53 55.37886(N)    093 54 07.68856(W) AD(       ) 3
 DL1088  ELLIP H (01/21/93)   78.64   (m)                       GP(       ) 4 2
 DL1088  NAD 83(1986)-  33 53 55.38143(N)    093 54 07.68491(W) AD(       ) 3
 DL1088  NAVD 88 (07/20/01)  106.16   (m)          348.3    (f) LEVELING    3  
 DL1088  NGVD 29 (??/??/92)  106.17   (m)          348.3    (f) COMPUTED    2 0
 DL1088
 DL1088.Superseded values are not recommended for survey control.
 DL1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1088.See file dsdata.txt to determine how the superseded data were derived.
 DL1088
 DL1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1658951292(NAD 83)
 DL1088_MARKER: DB = BENCH MARK DISK
 DL1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1088_SP_SET: CONCRETE POST
 DL1088_STAMPING: C 62 1934
 DL1088_MARK LOGO: CGS   
 DL1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1088+STABILITY: SURFACE MOTION
 DL1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1088+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2000
 DL1088
 DL1088  HISTORY     - Date     Condition        Report By
 DL1088  HISTORY     - 1934     MONUMENTED       CGS
 DL1088  HISTORY     - 1962     GOOD             NGS
 DL1088  HISTORY     - 19910114 GOOD             NGS
 DL1088  HISTORY     - 20000202 GOOD             NGS
 DL1088
 DL1088                          STATION DESCRIPTION
 DL1088
 DL1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1088'1.7 MI NE FROM MINERAL SPRINGS.
 DL1088'1.7 MILES NORTHEAST ALONG THE GRAYSONIA, NASHVILLE AND ASHDOWN
 DL1088'RAILROAD FROM THE STATION AT MINERAL SPRINGS, HOWARD COUNTY, 0.1 MILE
 DL1088'NORTH OF A ROADCROSSING, 130 FEET NORTH OF THE CIRCULAR CONCRETE WELL
 DL1088'CURB IN FRONT OF A HOUSE, 108 FEET NORTHEAST OF THE NORTHEAST CORNER
 DL1088'OF THE WALTER BRADFORD FARMHOUSE, 51 FEET WEST OF THE CENTERLINE OF
 DL1088'THE TRACK, 14.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A BARNYARD
 DL1088'FENCE, AND 3.3 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE.  A
 DL1088'STANDARD DISK, STAMPED C 62 1934 AND SET IN THE TOP OF A CONCRETE
 DL1088'POST.
 DL1088
 DL1088                          STATION RECOVERY (1991)
 DL1088
 DL1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DL1088'THE STATION IS LOCATED ABOUT 2.73 KM (1.70 MI) NORTHEAST OF MINERAL
 DL1088'SPRINGS, 8.0 KM (5.0 MI) SOUTHWEST OF NASHVILLE AND ON THE NORTHWEST
 DL1088'SIDE OF A BARBED WIRE FENCE.  OWNERSHIP--UNKNOWN.
 DL1088'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 355 AND 27 IN
 DL1088'MINERAL SPRINGS, GO NORTHEAST ON STATE HIGHWAY 27 FOR 2.73 KM
 DL1088'(1.70 MI) TO THE STATION ON THE LEFT, ACROSS THE RAILROAD TRACKS AND
 DL1088'ON THE NORTHWEST SIDE OF A BARBED WIRE FENCE.  NOTE--FOR A GPS SURVEY
 DL1088'THERE IS A PAVED ROAD LEADING NORTHWEST CROSSING THE TRACKS 0.16 KM
 DL1088'(0.10 MI) SOUTH OF THE STATION AND ACCESS TO THE STATION CAN BE HAD
 DL1088'BY GOING ALONG THE GRASS STRIP BETWEEN THE TRACKS AND FENCE TO THE
 DL1088'STATION FROM THIS POINT, FOUR WHEEL DRIVE MAY BE NEEDED IN WET
 DL1088'WEATHER.
 DL1088'THE STATION IS LOCATED 40.3 M (132.2 FT) NORTHWEST OF THE CENTER OF
 DL1088'HIGHWAY 27, 14.7 M (48.2 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DL1088'TRACKS, 1.1 M (3.6 FT) SOUTH OF POWER POLE 9766 WITH A TRANSFORMER
 DL1088'AND 0.9 M (3.0 FT) NORTHWEST OF THE BARBED WIRE FENCE AND A
 DL1088'FIBERGLASS WITNESS POST.
 DL1088
 DL1088                          STATION RECOVERY (2000)
 DL1088
 DL1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 DL1088'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTHEAST OF MINERAL
 DL1088'SPRINGS, ABOUT 8.0 KM (4.95 MI) SOUTHWEST OF NASHVILLE, 0.16 KM (0.10
 DL1088'MI) NORTHEAST OF DILLARD CREEK ROAD ON THE NORTHWEST SIDE OF A BARBED
 DL1088'WIRE PASTURE FENCE AND SOUTHEAST OF A PREFAB METAL HAY STORAGE BARN.
 DL1088'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 355 IN
 DL1088'MINERAL SPRINGS, GO NORTHEAST ON HIGHWAY 27 FOR 2.73 KM (1.70 MI) TO
 DL1088'THE JUNCTION OF DILLARD CREEK ROAD ON THE LEFT, TURN LEFT, NORTHWEST
 DL1088'CROSSING A RAILROAD TRACK, THEN AN IMMEDIATE RIGHT, NORTHEAST AND GO
 DL1088'ALONG THE GRASSY STRIP BETWEEN THE TRACKS AND A BARBED WIRE PASTURE
 DL1088'FENCE FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT, ON THE
 DL1088'NORTHWEST SIDE OF THE FENCE AND ON THE NORTHEAST SIDE OF A METAL PIPE
 DL1088'CORRAL LOCATED SOUTHEAST OF A PREFAB METAL HAY STORAGE BARN.  THE
 DL1088'STATION IS A CGS BENCH MARK DISK SET IN THE TOP OF A 15 CM SQUARE
 DL1088'CONCRETE POST PROJECTING ABOUT 15 CM ABOVE THE GROUND. LOCATED 40.39 M
 DL1088'(132.51 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 14.79 M (48.52 FT)
 DL1088'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 1.83 M (6.00 FT)
 DL1088'SOUTHWEST OF A POWER POLE, 0.9 M (3.0 FT) NORTHWEST OF THE FENCE AND
 DL1088'NGS FIBERGLASS WITNESS POST SET IN THE FENCE LINE AND 0.40 M (1.31 FT)
 DL1088'NORTHEAST OF THE NORTHEAST SIDE OF A METAL PIPE CORRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1076 ***********************************************************************
 DL1076  DESIGNATION -  C 63
 DL1076  PID         -  DL1076
 DL1076  STATE/COUNTY-  AR/HEMPSTEAD
 DL1076  USGS QUAD   -  PATMOS (1978)
 DL1076
 DL1076                         *CURRENT SURVEY CONTROL
 DL1076  ___________________________________________________________________
 DL1076* NAD 83(1986)-  33 30 40.     (N)    093 34 02.     (W)     SCALED    
 DL1076* NAVD 88     -        97.093  (meters)     318.55   (feet)  ADJUSTED  
 DL1076  ___________________________________________________________________
 DL1076  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1076  DYNAMIC HT  -          96.989 (meters)     318.20  (feet)  COMP
 DL1076  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 DL1076
 DL1076  VERT ORDER  -  SECOND    CLASS 0
 DL1076
 DL1076.The horizontal coordinates were scaled from a topographic map and have
 DL1076.an estimated accuracy of +/- 6 seconds.
 DL1076
 DL1076.The orthometric height was determined by differential leveling
 DL1076.and adjusted by the National Geodetic Survey in June 1991..
 DL1076
 DL1076.The geoid height was determined by GEOID03.
 DL1076
 DL1076.The dynamic height is computed by dividing the NAVD 88
 DL1076.geopotential number by the normal gravity value computed on the
 DL1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1076.degrees latitude (g = 980.6199 gals.).
 DL1076
 DL1076.The modeled gravity was interpolated from observed gravity values.
 DL1076
 DL1076;                    North         East    Units  Estimated Accuracy
 DL1076;SPC AR S     -   494,770.      254,400.      MT  (+/- 180 meters Scaled)
 DL1076
 DL1076                          SUPERSEDED SURVEY CONTROL
 DL1076
 DL1076  NGVD 29 (??/??/92)   97.12   (m)          318.6    (f) COMPUTED    2 0
 DL1076
 DL1076.Superseded values are not recommended for survey control.
 DL1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1076.See file dsdata.txt to determine how the superseded data were derived.
 DL1076
 DL1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT473080(NAD 83)
 DL1076_MARKER: DB = BENCH MARK DISK
 DL1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1076_SP_SET: CULVERT
 DL1076_STAMPING: C 63 1935
 DL1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1076
 DL1076  HISTORY     - Date     Condition        Report By
 DL1076  HISTORY     - 1935     MONUMENTED       CGS
 DL1076  HISTORY     - 1963     GOOD             NGS
 DL1076  HISTORY     - 1988     GOOD             USPSQD
 DL1076
 DL1076                          STATION DESCRIPTION
 DL1076
 DL1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1076'IN PATMOS.
 DL1076'AT PATMOS, HEMPSTEAD COUNTY, ON THE LOUISIANNA AND ARKANSAS RAILWAY,
 DL1076'30 FEET SOUTH OF THE STATION, 6 FEET NORTH OF THE SIXTH POLE SOUTH OF
 DL1076'MILEPOST 11, AT A ROUND CONCRETE CULVERT, AND IN THE SOUTH END OF THE
 DL1076'EAST HEADWALL.  A STANDARD DISK, STAMPED C 63 1935.  NOTE-- FROM
 DL1076'RAILROAD AND 6TH POLE SOUTH OF MILEPOST 11.  THE RAILROAD STATION HAS
 DL1076'BEEN REMOVED FROM PATMOS.
 DL1076
 DL1076                          STATION RECOVERY (1988)
 DL1076
 DL1076'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DL1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0978 ***********************************************************************
 DL0978  DESIGNATION -  C 64
 DL0978  PID         -  DL0978
 DL0978  STATE/COUNTY-  AR/HEMPSTEAD
 DL0978  USGS QUAD   -  SHEPPARD (1978)
 DL0978
 DL0978                         *CURRENT SURVEY CONTROL
 DL0978  ___________________________________________________________________
 DL0978* NAD 83(1986)-  33 38 56.     (N)    093 39 42.     (W)     SCALED    
 DL0978* NAVD 88     -        87.965  (meters)     288.60   (feet)  ADJUSTED  
 DL0978  ___________________________________________________________________
 DL0978  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DL0978  DYNAMIC HT  -          87.872 (meters)     288.29  (feet)  COMP
 DL0978  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DL0978
 DL0978  VERT ORDER  -  SECOND    CLASS 0
 DL0978
 DL0978.The horizontal coordinates were scaled from a topographic map and have
 DL0978.an estimated accuracy of +/- 6 seconds.
 DL0978
 DL0978.The orthometric height was determined by differential leveling
 DL0978.and adjusted by the National Geodetic Survey in June 1991..
 DL0978
 DL0978.The geoid height was determined by GEOID03.
 DL0978
 DL0978.The dynamic height is computed by dividing the NAVD 88
 DL0978.geopotential number by the normal gravity value computed on the
 DL0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0978.degrees latitude (g = 980.6199 gals.).
 DL0978
 DL0978.The modeled gravity was interpolated from observed gravity values.
 DL0978
 DL0978;                    North         East    Units  Estimated Accuracy
 DL0978;SPC AR S     -   510,190.      245,870.      MT  (+/- 180 meters Scaled)
 DL0978
 DL0978                          SUPERSEDED SURVEY CONTROL
 DL0978
 DL0978  NGVD 29 (??/??/92)   87.977  (m)          288.64   (f) ADJ UNCH    2 0
 DL0978
 DL0978.Superseded values are not recommended for survey control.
 DL0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0978.See file dsdata.txt to determine how the superseded data were derived.
 DL0978
 DL0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT386234(NAD 83)
 DL0978_MARKER: DB = BENCH MARK DISK
 DL0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0978_STAMPING: C-64 1935
 DL0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0978+STABILITY: SURFACE MOTION
 DL0978
 DL0978  HISTORY     - Date     Condition        Report By
 DL0978  HISTORY     - 1935     MONUMENTED       CGS
 DL0978  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0978
 DL0978                          STATION DESCRIPTION
 DL0978
 DL0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0978'4.3 MI SW FROM HOPE.
 DL0978'4.3 MILES SOUTHWEST OF, ALONG M.P.R.R. FROM POST OFFICE TOP OF SMALL
 DL0978'KNOLL.  95.3 FEET SOUTHEAST OF FIRST POLE SOUTHWEST OF M.P. 462. 52.7
 DL0978'FEET SOUTHEAST OF MISSOURI PACIFIC R.R. TRACK.  51 FEET NORTHEAST OF
 DL0978'BELL TELEPHONE POLE.  46.7 FEET NORTHWEST OF CENTERLINE OF U.S. HWY.
 DL0978'67.  25.6 FEET SOUTHEAST OF SIGNAL LINE POLE.  2 FEET SOUTHEAST OF R/W
 DL0978'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 DL0978
 DL0978                          STATION RECOVERY (1963)
 DL0978
 DL0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1165 ***********************************************************************
 DK1165  DESIGNATION -  C 65
 DK1165  PID         -  DK1165
 DK1165  STATE/COUNTY-  AR/CHICOT
 DK1165  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1165
 DK1165                         *CURRENT SURVEY CONTROL
 DK1165  ___________________________________________________________________
 DK1165* NAD 83(1986)-  33 01 45.     (N)    091 18 01.     (W)     SCALED    
 DK1165* NAVD 88     -        38.336  (meters)     125.77   (feet)  ADJUSTED  
 DK1165  ___________________________________________________________________
 DK1165  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK1165  DYNAMIC HT  -          38.294 (meters)     125.64  (feet)  COMP
 DK1165  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DK1165
 DK1165  VERT ORDER  -  SECOND    CLASS 0
 DK1165
 DK1165.The horizontal coordinates were scaled from a topographic map and have
 DK1165.an estimated accuracy of +/- 6 seconds.
 DK1165
 DK1165.The orthometric height was determined by differential leveling
 DK1165.and adjusted by the National Geodetic Survey in June 1991..
 DK1165
 DK1165.The geoid height was determined by GEOID03.
 DK1165
 DK1165.The dynamic height is computed by dividing the NAVD 88
 DK1165.geopotential number by the normal gravity value computed on the
 DK1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1165.degrees latitude (g = 980.6199 gals.).
 DK1165
 DK1165.The modeled gravity was interpolated from observed gravity values.
 DK1165
 DK1165;                    North         East    Units  Estimated Accuracy
 DK1165;SPC AR S     -   440,430.      465,370.      MT  (+/- 180 meters Scaled)
 DK1165
 DK1165                          SUPERSEDED SURVEY CONTROL
 DK1165
 DK1165  NGVD 29 (??/??/??)   38.434  (m)          126.10   (f) ADJUSTED    2 0
 DK1165
 DK1165.Superseded values are not recommended for survey control.
 DK1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1165.See file dsdata.txt to determine how the superseded data were derived.
 DK1165
 DK1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS587558(NAD 83)
 DK1165_MARKER: DB = BENCH MARK DISK
 DK1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1165_STAMPING: C-65 1935
 DK1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1165+STABILITY: SURFACE MOTION
 DK1165
 DK1165  HISTORY     - Date     Condition        Report By
 DK1165  HISTORY     - 1935     MONUMENTED       CGS
 DK1165
 DK1165                          STATION DESCRIPTION
 DK1165
 DK1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1165'2.5 MI N FROM KILBOURNE.
 DK1165'2.5 MILES NORTH OF, ALONG M.P. RY., FROM HIGH SCHOOL.  ABOUT .6 MILE
 DK1165'NORTH OF ST. HIGHWAY 59 CROSSING.  ABOUT .3 MILE NORTH OF RAILROAD
 DK1165'TRESTLE NO. 5.  43 FEET EAST OF CENTERLINE OF ST. HWY. 59.  37.2 FEET
 DK1165'WEST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.  20 FEET SOUTH OF
 DK1165'CENTERLINE OF CROSS ROAD TO C.H. GRIFFIS         FARM.  5.4 FEET SOUTH
 DK1165'OF 5TH TELEGRAPH POLE NORTH OF M.P. 453.  TABLET SET IN PRECAST
 DK1165'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0436 ***********************************************************************
 FG0436  DESIGNATION -  C 66
 FG0436  PID         -  FG0436
 FG0436  STATE/COUNTY-  AR/POPE
 FG0436  USGS QUAD   -  MORELAND (1989)
 FG0436
 FG0436                         *CURRENT SURVEY CONTROL
 FG0436  ___________________________________________________________________
 FG0436* NAD 83(1986)-  35 16 08.     (N)    092 56 06.     (W)     SCALED    
 FG0436* NAVD 88     -       120.451  (meters)     395.18   (feet)  ADJUSTED  
 FG0436  ___________________________________________________________________
 FG0436  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FG0436  DYNAMIC HT  -         120.338 (meters)     394.81  (feet)  COMP
 FG0436  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FG0436
 FG0436  VERT ORDER  -  SECOND    CLASS 0
 FG0436
 FG0436.The horizontal coordinates were scaled from a topographic map and have
 FG0436.an estimated accuracy of +/- 6 seconds.
 FG0436
 FG0436.The orthometric height was determined by differential leveling
 FG0436.and adjusted by the National Geodetic Survey in June 1991..
 FG0436
 FG0436.The geoid height was determined by GEOID03.
 FG0436
 FG0436.The dynamic height is computed by dividing the NAVD 88
 FG0436.geopotential number by the normal gravity value computed on the
 FG0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0436.degrees latitude (g = 980.6199 gals.).
 FG0436
 FG0436.The modeled gravity was interpolated from observed gravity values.
 FG0436
 FG0436;                    North         East    Units  Estimated Accuracy
 FG0436;SPC AR N     -   104,200.      314,930.      MT  (+/- 180 meters Scaled)
 FG0436
 FG0436                          SUPERSEDED SURVEY CONTROL
 FG0436
 FG0436  NGVD 29 (??/??/92)  120.459  (m)          395.21   (f) ADJ UNCH    2 0
 FG0436
 FG0436.Superseded values are not recommended for survey control.
 FG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0436.See file dsdata.txt to determine how the superseded data were derived.
 FG0436
 FG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV059028(NAD 83)
 FG0436_MARKER: DB = BENCH MARK DISK
 FG0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0436_STAMPING: C 66 1935
 FG0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0436+STABILITY: SURFACE MOTION
 FG0436
 FG0436  HISTORY     - Date     Condition        Report By
 FG0436  HISTORY     - 1935     MONUMENTED       CGS
 FG0436
 FG0436                          STATION DESCRIPTION
 FG0436
 FG0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0436'2 MI N FROM ATKINS.
 FG0436'2 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE MISSOURI PACIFIC
 FG0436'RAILROAD STATION AT ATKINS, POPE COUNTY, 0.1 MILE SOUTH OF A CONCRETE
 FG0436'BRIDGE OVER THE ALEWINE CREEK, 52 FEET EAST OF THE CENTERLINE OF THE
 FG0436'HIGHWAY, AT THE JUNCTION OF A PRIVATE ROAD, 22 FEET SOUTH OF A GATE,
 FG0436'18 1/2 FEET NORTHWEST OF A 33-INCH OAK STUMP, 13 FEET NORTH OF A POLE,
 FG0436'AND 1 1/2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED C 66 1935
 FG0436'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0472 ***********************************************************************
 FG0472  DESIGNATION -  C 67
 FG0472  PID         -  FG0472
 FG0472  STATE/COUNTY-  AR/POPE
 FG0472  USGS QUAD   -  MORELAND (1989)
 FG0472
 FG0472                         *CURRENT SURVEY CONTROL
 FG0472  ___________________________________________________________________
 FG0472* NAD 83(1986)-  35 19 05.     (N)    092 53 09.     (W)     SCALED    
 FG0472* NAVD 88     -       104.396  (meters)     342.51   (feet)  ADJUSTED  
 FG0472  ___________________________________________________________________
 FG0472  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FG0472  DYNAMIC HT  -         104.299 (meters)     342.19  (feet)  COMP
 FG0472  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 FG0472
 FG0472  VERT ORDER  -  SECOND    CLASS 0
 FG0472
 FG0472.The horizontal coordinates were scaled from a topographic map and have
 FG0472.an estimated accuracy of +/- 6 seconds.
 FG0472
 FG0472.The orthometric height was determined by differential leveling
 FG0472.and adjusted by the National Geodetic Survey in June 1991..
 FG0472
 FG0472.The geoid height was determined by GEOID03.
 FG0472
 FG0472.The dynamic height is computed by dividing the NAVD 88
 FG0472.geopotential number by the normal gravity value computed on the
 FG0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0472.degrees latitude (g = 980.6199 gals.).
 FG0472
 FG0472.The modeled gravity was interpolated from observed gravity values.
 FG0472
 FG0472;                    North         East    Units  Estimated Accuracy
 FG0472;SPC AR N     -   109,610.      319,450.      MT  (+/- 180 meters Scaled)
 FG0472
 FG0472                          SUPERSEDED SURVEY CONTROL
 FG0472
 FG0472  NGVD 29 (??/??/92)  104.397  (m)          342.51   (f) ADJ UNCH    2 0
 FG0472
 FG0472.Superseded values are not recommended for survey control.
 FG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0472.See file dsdata.txt to determine how the superseded data were derived.
 FG0472
 FG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV103083(NAD 83)
 FG0472_MARKER: DB = BENCH MARK DISK
 FG0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0472_STAMPING: C 67 1935
 FG0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0472+STABILITY: SURFACE MOTION
 FG0472
 FG0472  HISTORY     - Date     Condition        Report By
 FG0472  HISTORY     - 1935     MONUMENTED       CGS
 FG0472  HISTORY     - 1963     MARK NOT FOUND   NGS
 FG0472  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0472
 FG0472                          STATION DESCRIPTION
 FG0472
 FG0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0472'8.1 MI NE FROM ATKINS.
 FG0472'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 105 FROM ATKINS, POPE
 FG0472'COUNTY, THENCE ABOUT 4.8 MILES NORTHEAST ALONG THE APPLETON ROAD ABOUT
 FG0472'124 FEET EAST OF THE C. BLANKENSHIP FARMHOUSE, 48 FEET EAST OF THE
 FG0472'CENTER OF THE ROAD, 95 FEET SOUTH OF THE CENTERLINE OF A CROSS ROAD,
 FG0472'33 FEET SOUTH OF A TILED WELL, 18 FEET SOUTH OF THE CENTER OF A GATE,
 FG0472'AND 1 1/2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED C 67 1935
 FG0472'AND SET IN THE TOP OF A CONCRETE POST.
 FG0472
 FG0472                          STATION RECOVERY (1984)
 FG0472
 FG0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0499 ***********************************************************************
 FG0499  DESIGNATION -  C 7
 FG0499  PID         -  FG0499
 FG0499  STATE/COUNTY-  AR/SEARCY
 FG0499  USGS QUAD   -  LESLIE (1963)
 FG0499
 FG0499                         *CURRENT SURVEY CONTROL
 FG0499  ___________________________________________________________________
 FG0499* NAD 83(1986)-  35 48 12.     (N)    092 32 28.     (W)     SCALED    
 FG0499* NAVD 88     -       286.116  (meters)     938.70   (feet)  ADJUSTED  
 FG0499  ___________________________________________________________________
 FG0499  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FG0499  DYNAMIC HT  -         285.853 (meters)     937.84  (feet)  COMP
 FG0499  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 FG0499
 FG0499  VERT ORDER  -  FIRST     CLASS II
 FG0499
 FG0499.The horizontal coordinates were scaled from a topographic map and have
 FG0499.an estimated accuracy of +/- 6 seconds.
 FG0499
 FG0499.The orthometric height was determined by differential leveling
 FG0499.and adjusted by the National Geodetic Survey in June 1991..
 FG0499
 FG0499.The geoid height was determined by GEOID03.
 FG0499
 FG0499.The dynamic height is computed by dividing the NAVD 88
 FG0499.geopotential number by the normal gravity value computed on the
 FG0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0499.degrees latitude (g = 980.6199 gals.).
 FG0499
 FG0499.The modeled gravity was interpolated from observed gravity values.
 FG0499
 FG0499;                    North         East    Units  Estimated Accuracy
 FG0499;SPC AR N     -   163,220.      351,090.      MT  (+/- 180 meters Scaled)
 FG0499
 FG0499                          SUPERSEDED SURVEY CONTROL
 FG0499
 FG0499  NGVD 29 (??/??/92)  285.988  (m)          938.28   (f) ADJ UNCH    1 2
 FG0499
 FG0499.Superseded values are not recommended for survey control.
 FG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0499.See file dsdata.txt to determine how the superseded data were derived.
 FG0499
 FG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV414622(NAD 83)
 FG0499_MARKER: DB = BENCH MARK DISK
 FG0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0499_STAMPING: C-7 1931
 FG0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0499+STABILITY: SURFACE MOTION
 FG0499
 FG0499  HISTORY     - Date     Condition        Report By
 FG0499  HISTORY     - 1931     MONUMENTED       CGS
 FG0499  HISTORY     - 1935     GOOD             NGS
 FG0499
 FG0499                          STATION DESCRIPTION
 FG0499
 FG0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0499'2.4 MI SE FROM LESLIE.
 FG0499'ABOUT 2.4 MILES SOUTHEAST OF LESLIE FROM M. AND N. A. RAILWAY STATION,
 FG0499'ALONG THE M. AND N. A. RAILROAD.  ABOUT 170 FEET SOUTH OF PRIVATE
 FG0499'RAILROAD CROSSING.  80.5 FEET NORTH OF SMALL SHACK STANDING IN LINE
 FG0499'WITH RIGHT-OF-WAY FENCE.  44.2 FEET SOUTHWEST OF CENTERLINE OF M. AND
 FG0499'N. A. RAILROAD.  24.7 FEET SOUTH OF MILE POST 187+7.  6.4 FEET
 FG0499'NORTHEAST OF RIGHT-OF-WAY FENCE.  TABLET CAST IN PLACE POST. STANDARD
 FG0499'BRONZE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0102 ***********************************************************************
 FG0102  DESIGNATION -  C 70
 FG0102  PID         -  FG0102
 FG0102  STATE/COUNTY-  AR/FAULKNER
 FG0102  USGS QUAD   -  CONWAY (1994)
 FG0102
 FG0102                         *CURRENT SURVEY CONTROL
 FG0102  ___________________________________________________________________
 FG0102* NAD 83(1986)-  35 01 06.     (N)    092 24 47.     (W)     SCALED    
 FG0102* NAVD 88     -        87.695  (meters)     287.71   (feet)  ADJUSTED  
 FG0102  ___________________________________________________________________
 FG0102  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FG0102  DYNAMIC HT  -          87.612 (meters)     287.44  (feet)  COMP
 FG0102  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FG0102
 FG0102  VERT ORDER  -  SECOND    CLASS 0
 FG0102
 FG0102.The horizontal coordinates were scaled from a topographic map and have
 FG0102.an estimated accuracy of +/- 6 seconds.
 FG0102
 FG0102.The orthometric height was determined by differential leveling
 FG0102.and adjusted by the National Geodetic Survey in June 1991..
 FG0102
 FG0102.The geoid height was determined by GEOID03.
 FG0102
 FG0102.The dynamic height is computed by dividing the NAVD 88
 FG0102.geopotential number by the normal gravity value computed on the
 FG0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0102.degrees latitude (g = 980.6199 gals.).
 FG0102
 FG0102.The modeled gravity was interpolated from observed gravity values.
 FG0102
 FG0102;                    North         East    Units  Estimated Accuracy
 FG0102;SPC AR N     -    76,070.      362,300.      MT  (+/- 180 meters Scaled)
 FG0102
 FG0102                          SUPERSEDED SURVEY CONTROL
 FG0102
 FG0102  NGVD 29 (??/??/92)   87.716  (m)          287.78   (f) ADJ UNCH    2 0
 FG0102
 FG0102.Superseded values are not recommended for survey control.
 FG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0102.See file dsdata.txt to determine how the superseded data were derived.
 FG0102
 FG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU535752(NAD 83)
 FG0102_MARKER: DB = BENCH MARK DISK
 FG0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0102_STAMPING: C 70 1934
 FG0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0102+STABILITY: SURFACE MOTION
 FG0102
 FG0102  HISTORY     - Date     Condition        Report By
 FG0102  HISTORY     - 1934     MONUMENTED       CGS
 FG0102  HISTORY     - 1967     GOOD             NGS
 FG0102  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0102
 FG0102                          STATION DESCRIPTION
 FG0102
 FG0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0102'4.3 MI N FROM MAYFLOWER.
 FG0102'IT IS 4.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FG0102'MAYFLOWER, 101 FEET NORTH OF A ROAD CROSSING, 53 FEET  WEST OF THE
 FG0102'SOUTHWEST CORNER OF A HOUSE, 86 FEET EAST OF THE EAST RAIL OF THE
 FG0102'TRACKS, 36 FEET NORTHEAST OF MILEPOST 368, 23 FEET EAST OF A FENCE, 16
 FG0102'FEET NORTH OF POWERLINE POLE NUMBER 1 AND SET IN THE TOP OF A 6 INCH
 FG0102'SQUARE CONCRETE POST PROJECTING 3 INCHES.
 FG0102
 FG0102                          STATION RECOVERY (1984)
 FG0102
 FG0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0102'SEARCHED FOR BUT NOT RECOVERED, A CINDER BLOCK BUILDING IS UNDER
 FG0102'CONSTRUCTION ON THE SIGHT OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0392 ***********************************************************************
 FG0392  DESIGNATION -  C 71
 FG0392  PID         -  FG0392
 FG0392  STATE/COUNTY-  AR/PERRY
 FG0392  USGS QUAD   -  PERRYVILLE (1989)
 FG0392
 FG0392                         *CURRENT SURVEY CONTROL
 FG0392  ___________________________________________________________________
 FG0392* NAD 83(1986)-  35 02 29.     (N)    092 51 53.     (W)     SCALED    
 FG0392* NAVD 88     -        96.979  (meters)     318.17   (feet)  ADJUSTED  
 FG0392  ___________________________________________________________________
 FG0392  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FG0392  DYNAMIC HT  -          96.886 (meters)     317.87  (feet)  COMP
 FG0392  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 FG0392
 FG0392  VERT ORDER  -  SECOND    CLASS 0
 FG0392
 FG0392.The horizontal coordinates were scaled from a topographic map and have
 FG0392.an estimated accuracy of +/- 6 seconds.
 FG0392
 FG0392.The orthometric height was determined by differential leveling
 FG0392.and adjusted by the National Geodetic Survey in June 1991..
 FG0392
 FG0392.The geoid height was determined by GEOID03.
 FG0392
 FG0392.The dynamic height is computed by dividing the NAVD 88
 FG0392.geopotential number by the normal gravity value computed on the
 FG0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0392.degrees latitude (g = 980.6199 gals.).
 FG0392
 FG0392.The modeled gravity was interpolated from observed gravity values.
 FG0392
 FG0392;                    North         East    Units  Estimated Accuracy
 FG0392;SPC AR N     -    78,900.      321,100.      MT  (+/- 180 meters Scaled)
 FG0392
 FG0392                          SUPERSEDED SURVEY CONTROL
 FG0392
 FG0392  NGVD 29 (??/??/92)   96.992  (m)          318.21   (f) ADJ UNCH    2 0
 FG0392
 FG0392.Superseded values are not recommended for survey control.
 FG0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0392.See file dsdata.txt to determine how the superseded data were derived.
 FG0392
 FG0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU123776(NAD 83)
 FG0392_MARKER: DB = BENCH MARK DISK
 FG0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0392_STAMPING: C-71 1934
 FG0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0392+STABILITY: SURFACE MOTION
 FG0392
 FG0392  HISTORY     - Date     Condition        Report By
 FG0392  HISTORY     - 1934     MONUMENTED       CGS
 FG0392  HISTORY     - 1939     GOOD             NGS
 FG0392
 FG0392                          STATION DESCRIPTION
 FG0392
 FG0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0392'1.9 MI E FROM ADONA.
 FG0392'ABOUT 140 FEET NORTHWEST OF J. YOUNGS FARM HOUSE ON MRS. J.C. MCGHEES
 FG0392'FARM.  56 FEET SOUTHWEST OF CENTERLINE OF FARM ROAD AT RAILROAD
 FG0392'CROSSING.  46.6 FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 FG0392'PACIFIC R.R.  46.6 FEET NORTH OF CENTERLINE OF ST. HWY 10.  7.7 FEET
 FG0392'WEST OF WEST END OF IRON GATE.  2 FEET NORTH OF FENCE PARALLELING
 FG0392'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG0392
 FG0392                          STATION RECOVERY (1939)
 FG0392
 FG0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 FG0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0987 ***********************************************************************
 FG0987  DESIGNATION -  C 72
 FG0987  PID         -  FG0987
 FG0987  STATE/COUNTY-  AR/POPE
 FG0987  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG0987
 FG0987                         *CURRENT SURVEY CONTROL
 FG0987  ___________________________________________________________________
 FG0987* NAD 83(1986)-  35 15 21.     (N)    093 03 21.     (W)     SCALED    
 FG0987* NAVD 88     -       119.505  (meters)     392.08   (feet)  POSTED    
 FG0987  ___________________________________________________________________
 FG0987  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FG0987  DYNAMIC HT  -         119.390 (meters)     391.70  (feet)  COMP
 FG0987  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FG0987
 FG0987  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FG0987
 FG0987.The horizontal coordinates were scaled from a topographic map and have
 FG0987.an estimated accuracy of +/- 6 seconds.
 FG0987
 FG0987.The orthometric height was determined by differential leveling
 FG0987.and adjusted by the National Geodetic Survey in 1992..
 FG0987.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FG0987.rate of 3.1 thru 4.0 mm/km.
 FG0987
 FG0987.The geoid height was determined by GEOID03.
 FG0987
 FG0987.The dynamic height is computed by dividing the NAVD 88
 FG0987.geopotential number by the normal gravity value computed on the
 FG0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0987.degrees latitude (g = 980.6199 gals.).
 FG0987
 FG0987.The modeled gravity was interpolated from observed gravity values.
 FG0987
 FG0987;                    North         East    Units  Estimated Accuracy
 FG0987;SPC AR N     -   102,860.      303,920.      MT  (+/- 180 meters Scaled)
 FG0987
 FG0987                          SUPERSEDED SURVEY CONTROL
 FG0987
 FG0987  NGVD 29 (??/??/92)  119.523  (m)          392.13   (f) ADJ UNCH    2 0
 FG0987
 FG0987.Superseded values are not recommended for survey control.
 FG0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0987.See file dsdata.txt to determine how the superseded data were derived.
 FG0987
 FG0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV949014(NAD 83)
 FG0987_MARKER: DB = BENCH MARK DISK
 FG0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0987_SP_SET: BRIDGE
 FG0987_STAMPING: C 72 1934
 FG0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0987
 FG0987  HISTORY     - Date     Condition        Report By
 FG0987  HISTORY     - 1934     MONUMENTED       CGS
 FG0987  HISTORY     - 1967     GOOD             NGS
 FG0987  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0987
 FG0987                          STATION DESCRIPTION
 FG0987
 FG0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0987'0.7 MI W FROM POTTSVILLE.
 FG0987'IT IS 0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 FG0987'OFFICE IN POTTSVILLE, 600 FEET WEST OF A ROAD CROSSING, 450 FEET EAST
 FG0987'OF MILEPOST 413, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST END OF
 FG0987'BRIDGE NUMBER 412.9, 1 FOOT EAST OF THE WEST EDGE, 1 FOOT WEST OF THE
 FG0987'UPPER WALL AND ABOUT 4 FEET LOWER THAN THE TRACK.
 FG0987
 FG0987                          STATION RECOVERY (1984)
 FG0987
 FG0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0987'NOT SEARCHED FOR ALONG RAILROAD.  MAIN LEVEL LINE REROUTED ALONG U.S.
 FG0987'HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0916 ***********************************************************************
 EJ0916  DESIGNATION -  C 73
 EJ0916  PID         -  EJ0916
 EJ0916  STATE/COUNTY-  AR/PERRY
 EJ0916  USGS QUAD   -  THORNBURG (1984)
 EJ0916
 EJ0916                         *CURRENT SURVEY CONTROL
 EJ0916  ___________________________________________________________________
 EJ0916* NAD 83(1986)-  34 57 46.     (N)    092 47 48.     (W)     SCALED    
 EJ0916* NAVD 88     -       103.358  (meters)     339.10   (feet)  ADJUSTED  
 EJ0916  ___________________________________________________________________
 EJ0916  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EJ0916  DYNAMIC HT  -         103.257 (meters)     338.77  (feet)  COMP
 EJ0916  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 EJ0916
 EJ0916  VERT ORDER  -  SECOND    CLASS 0
 EJ0916
 EJ0916.The horizontal coordinates were scaled from a topographic map and have
 EJ0916.an estimated accuracy of +/- 6 seconds.
 EJ0916
 EJ0916.The orthometric height was determined by differential leveling
 EJ0916.and adjusted by the National Geodetic Survey in June 1991..
 EJ0916
 EJ0916.The geoid height was determined by GEOID03.
 EJ0916
 EJ0916.The dynamic height is computed by dividing the NAVD 88
 EJ0916.geopotential number by the normal gravity value computed on the
 EJ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0916.degrees latitude (g = 980.6199 gals.).
 EJ0916
 EJ0916.The modeled gravity was interpolated from observed gravity values.
 EJ0916
 EJ0916;                    North         East    Units  Estimated Accuracy
 EJ0916;SPC AR N     -    70,130.      327,240.      MT  (+/- 180 meters Scaled)
 EJ0916
 EJ0916                          SUPERSEDED SURVEY CONTROL
 EJ0916
 EJ0916  NGVD 29 (??/??/92)  103.375  (m)          339.16   (f) ADJ UNCH    2 0
 EJ0916
 EJ0916.Superseded values are not recommended for survey control.
 EJ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0916.See file dsdata.txt to determine how the superseded data were derived.
 EJ0916
 EJ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU185689(NAD 83)
 EJ0916_MARKER: DB = BENCH MARK DISK
 EJ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0916_STAMPING: C 73 1935
 EJ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0916+STABILITY: SURFACE MOTION
 EJ0916
 EJ0916  HISTORY     - Date     Condition        Report By
 EJ0916  HISTORY     - 1935     MONUMENTED       CGS
 EJ0916
 EJ0916                          STATION DESCRIPTION
 EJ0916
 EJ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0916'3.2 MI S FROM PERRYVILLE.
 EJ0916'3.2 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE AT
 EJ0916'PERRYVILLE, PERRY COUNTY, AT THE JUNCTION OF A COUNTY ROAD LEADING
 EJ0916'WEST, 58 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 82 FEET
 EJ0916'NORTHEAST OF THE NORTHEAST CORNER OF THE J.W. ST. JOHN FARMHOUSE, 62.3
 EJ0916'FEET SOUTHWEST OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 EJ0916'CULVERT UNDER THE HIGHWAY, 70 FEET WEST OF THE CENTERLINE OF THE
 EJ0916'HIGHWAY, 24.2 FEET SOUTH OF THE NORTHEAST CORNER OF A FENCE, AND 1.4
 EJ0916'FEET EAST OF FENCE PARALLELING THE HIGHWAY.  A STANDARD DISK, STAMPED
 EJ0916'C 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1224 ***********************************************************************
 FF1224  DESIGNATION -  C 74
 FF1224  PID         -  FF1224
 FF1224  STATE/COUNTY-  AR/WOODRUFF
 FF1224  USGS QUAD   -  HUNTER WEST (1993)
 FF1224
 FF1224                         *CURRENT SURVEY CONTROL
 FF1224  ___________________________________________________________________
 FF1224* NAD 83(1986)-  35 02 01.     (N)    091 14 55.     (W)     SCALED    
 FF1224* NAVD 88     -        58.456  (meters)     191.78   (feet)  ADJUSTED  
 FF1224  ___________________________________________________________________
 FF1224  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FF1224  DYNAMIC HT  -          58.402 (meters)     191.61  (feet)  COMP
 FF1224  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 FF1224
 FF1224  VERT ORDER  -  SECOND    CLASS 0
 FF1224
 FF1224.The horizontal coordinates were scaled from a topographic map and have
 FF1224.an estimated accuracy of +/- 6 seconds.
 FF1224
 FF1224.The orthometric height was determined by differential leveling
 FF1224.and adjusted by the National Geodetic Survey in June 1991..
 FF1224
 FF1224.The geoid height was determined by GEOID03.
 FF1224
 FF1224.The dynamic height is computed by dividing the NAVD 88
 FF1224.geopotential number by the normal gravity value computed on the
 FF1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1224.degrees latitude (g = 980.6199 gals.).
 FF1224
 FF1224.The modeled gravity was interpolated from observed gravity values.
 FF1224
 FF1224;                    North         East    Units  Estimated Accuracy
 FF1224;SPC AR N     -    77,950.      468,560.      MT  (+/- 180 meters Scaled)
 FF1224
 FF1224                          SUPERSEDED SURVEY CONTROL
 FF1224
 FF1224  NGVD 29 (??/??/??)   58.433  (m)          191.71   (f) ADJUSTED    2 0
 FF1224
 FF1224.Superseded values are not recommended for survey control.
 FF1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1224.See file dsdata.txt to determine how the superseded data were derived.
 FF1224
 FF1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597781(NAD 83)
 FF1224_MARKER: DB = BENCH MARK DISK
 FF1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1224_STAMPING: C 74 1934
 FF1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1224+STABILITY: SURFACE MOTION
 FF1224
 FF1224  HISTORY     - Date     Condition        Report By
 FF1224  HISTORY     - 1934     MONUMENTED       CGS
 FF1224  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1224
 FF1224                          STATION DESCRIPTION
 FF1224
 FF1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1224'2.2 MI N FROM COTTON PLANT.
 FF1224'2.2 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1224'PACIFIC RAILROAD FROM THE HIGH SCHOOL AT COTTON PLANT, WOODRUFF
 FF1224'COUNTY, 0.2 MILE NORTH OF A SMALL HOME ON THE EAST SIDE OF THE
 FF1224'TRACK, 130 FEET NORTH OF A FENCE CORNER, 4 FEET WEST OF MILEPOST
 FF1224'11, 74 FEET SOUTH OF THE CENTER OF A GATE IN THE RIGHT-OF-WAY
 FF1224'FENCE, AND 24 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 FF1224'STANDARD DISK, STAMPED C 74 1934 AND SET IN THE TOP OF A CONCRETE
 FF1224'POST.  NOTE-- AREA IS IN PLOWED FIELD.
 FF1224
 FF1224                          STATION RECOVERY (1970)
 FF1224
 FF1224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1144 ***********************************************************************
 FF1144  DESIGNATION -  C 75
 FF1144  PID         -  FF1144
 FF1144  STATE/COUNTY-  AR/JACKSON
 FF1144  USGS QUAD   -  AUVERGNE (1981)
 FF1144
 FF1144                         *CURRENT SURVEY CONTROL
 FF1144  ___________________________________________________________________
 FF1144* NAD 83(1986)-  35 33 47.     (N)    091 07 38.     (W)     SCALED    
 FF1144* NAVD 88     -        67.103  (meters)     220.15   (feet)  ADJUSTED  
 FF1144  ___________________________________________________________________
 FF1144  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF1144  DYNAMIC HT  -          67.044 (meters)     219.96  (feet)  COMP
 FF1144  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 FF1144
 FF1144  VERT ORDER  -  SECOND    CLASS 0
 FF1144
 FF1144.The horizontal coordinates were scaled from a topographic map and have
 FF1144.an estimated accuracy of +/- 6 seconds.
 FF1144
 FF1144.The orthometric height was determined by differential leveling
 FF1144.and adjusted by the National Geodetic Survey in June 1991..
 FF1144
 FF1144.The geoid height was determined by GEOID03.
 FF1144
 FF1144.The dynamic height is computed by dividing the NAVD 88
 FF1144.geopotential number by the normal gravity value computed on the
 FF1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1144.degrees latitude (g = 980.6199 gals.).
 FF1144
 FF1144.The modeled gravity was interpolated from observed gravity values.
 FF1144
 FF1144;                    North         East    Units  Estimated Accuracy
 FF1144;SPC AR N     -   136,780.      479,120.      MT  (+/- 180 meters Scaled)
 FF1144
 FF1144                          SUPERSEDED SURVEY CONTROL
 FF1144
 FF1144  NGVD 29 (??/??/??)   67.037  (m)          219.94   (f) ADJUSTED    2 0
 FF1144
 FF1144.Superseded values are not recommended for survey control.
 FF1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1144.See file dsdata.txt to determine how the superseded data were derived.
 FF1144
 FF1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV697371(NAD 83)
 FF1144_MARKER: DB = BENCH MARK DISK
 FF1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1144_STAMPING: C 75 1934
 FF1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1144+STABILITY: SURFACE MOTION
 FF1144
 FF1144  HISTORY     - Date     Condition        Report By
 FF1144  HISTORY     - 1934     MONUMENTED       CGS
 FF1144  HISTORY     - 1955     GOOD             CGS
 FF1144  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF1144
 FF1144                          STATION DESCRIPTION
 FF1144
 FF1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1144'1 MI W FROM AMAGON.
 FF1144'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FF1144'AT AMAGON, JACKSON COUNTY, ABOUT 140 FEET NORTH OF THE NORTHEAST
 FF1144'CORNER OF THE CHESTER TAIT HOME, ABOUT 80 FEET NORTH OF THE
 FF1144'CENTER LINE OF THE HIGHWAY, ABOUT 40 FEET WEST OF THE CENTER
 FF1144'LINE OF A FARM LANE, 15 FEET WEST OF THE SOUTHEAST CORNER OF A
 FF1144'FENCE, AND 2 FEET SOUTH OF A FENCE LINE.  A STANDARD DISK,
 FF1144'STAMPED C 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1144
 FF1144                          STATION RECOVERY (1955)
 FF1144
 FF1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF1144'RECOVERED IN GOOD CONDITION.
 FF1144
 FF1144                          STATION RECOVERY (2002)
 FF1144
 FF1144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0773 ***********************************************************************
 FF0773  DESIGNATION -  C 76
 FF0773  PID         -  FF0773
 FF0773  STATE/COUNTY-  AR/CRAIGHEAD
 FF0773  USGS QUAD   -  JONESBORO (1983)
 FF0773
 FF0773                         *CURRENT SURVEY CONTROL
 FF0773  ___________________________________________________________________
 FF0773* NAD 83(1986)-  35 46 25.     (N)    090 40 19.     (W)     SCALED    
 FF0773* NAVD 88     -        80.615  (meters)     264.48   (feet)  ADJUSTED  
 FF0773  ___________________________________________________________________
 FF0773  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0773  DYNAMIC HT  -          80.546 (meters)     264.26  (feet)  COMP
 FF0773  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 FF0773
 FF0773  VERT ORDER  -  FIRST     CLASS II
 FF0773
 FF0773.The horizontal coordinates were scaled from a topographic map and have
 FF0773.an estimated accuracy of +/- 6 seconds.
 FF0773
 FF0773.The orthometric height was determined by differential leveling
 FF0773.and adjusted by the National Geodetic Survey in June 1991..
 FF0773
 FF0773.The geoid height was determined by GEOID03.
 FF0773
 FF0773.The dynamic height is computed by dividing the NAVD 88
 FF0773.geopotential number by the normal gravity value computed on the
 FF0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0773.degrees latitude (g = 980.6199 gals.).
 FF0773
 FF0773.The modeled gravity was interpolated from observed gravity values.
 FF0773
 FF0773;                    North         East    Units  Estimated Accuracy
 FF0773;SPC AR N     -   160,600.      520,070.      MT  (+/- 180 meters Scaled)
 FF0773
 FF0773                          SUPERSEDED SURVEY CONTROL
 FF0773
 FF0773  NGVD 29 (??/??/??)   80.534  (m)          264.22   (f) ADJUSTED    1 2
 FF0773
 FF0773.Superseded values are not recommended for survey control.
 FF0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0773.See file dsdata.txt to determine how the superseded data were derived.
 FF0773
 FF0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV104613(NAD 83)
 FF0773_MARKER: DB = BENCH MARK DISK
 FF0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0773_STAMPING: C 76 1934
 FF0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0773+STABILITY: SURFACE MOTION
 FF0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0773+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF0773
 FF0773  HISTORY     - Date     Condition        Report By
 FF0773  HISTORY     - 1934     MONUMENTED       CGS
 FF0773  HISTORY     - 1956     GOOD             CGS
 FF0773  HISTORY     - 20020816 GOOD             USACE
 FF0773
 FF0773                          STATION DESCRIPTION
 FF0773
 FF0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0773'3.2 MI S FROM NETTLETON.
 FF0773'3.25 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0773'STATION AT NETTLETON, AT THE CROSSING OF STATE HIGHWAY 1 AT APT,
 FF0773'50 FEET EAST OF EAST RAIL, 69 FEET SOUTH OF CENTER LINE OF
 FF0773'HIGHWAY 1, 90 FEET SOUTHEAST OF CENTER OF CROSSING, 9 FEET
 FF0773'SOUTH OF A POWER METER POLE WITH LEAD TO RAILROAD SIGNAL RELAY,
 FF0773'33 FEET SOUTH-SOUTHEAST OF THE FIRST TELEPHONE POLE SOUTH OF
 FF0773'CROSSING, NEAR RAILROAD MILEAGE POLE NO. 241/13, 50 FEET
 FF0773'SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE FOUNDATION OF SIGNAL
 FF0773'RELAY, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 FF0773'OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE 4 OF THE
 FF0773'1934 WAS STAMPED ON DISK BY THIS PARTY IN 1956.
 FF0773
 FF0773                          STATION RECOVERY (2002)
 FF0773
 FF0773'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0935 ***********************************************************************
 EJ0935  DESIGNATION -  C 78
 EJ0935  PID         -  EJ0935
 EJ0935  STATE/COUNTY-  AR/SALINE
 EJ0935  USGS QUAD   -  LONSDALE NE (1984)
 EJ0935
 EJ0935                         *CURRENT SURVEY CONTROL
 EJ0935  ___________________________________________________________________
 EJ0935* NAD 83(1986)-  34 39 47.     (N)    092 46 42.     (W)     SCALED    
 EJ0935* NAVD 88     -       141.594  (meters)     464.55   (feet)  ADJUSTED  
 EJ0935  ___________________________________________________________________
 EJ0935  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EJ0935  DYNAMIC HT  -         141.457 (meters)     464.10  (feet)  COMP
 EJ0935  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 EJ0935
 EJ0935  VERT ORDER  -  SECOND    CLASS 0
 EJ0935
 EJ0935.The horizontal coordinates were scaled from a topographic map and have
 EJ0935.an estimated accuracy of +/- 6 seconds.
 EJ0935
 EJ0935.The orthometric height was determined by differential leveling
 EJ0935.and adjusted by the National Geodetic Survey in June 1991..
 EJ0935
 EJ0935.The geoid height was determined by GEOID03.
 EJ0935
 EJ0935.The dynamic height is computed by dividing the NAVD 88
 EJ0935.geopotential number by the normal gravity value computed on the
 EJ0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0935.degrees latitude (g = 980.6199 gals.).
 EJ0935
 EJ0935.The modeled gravity was interpolated from observed gravity values.
 EJ0935
 EJ0935;                    North         East    Units  Estimated Accuracy
 EJ0935;SPC AR S     -   621,700.      328,660.      MT  (+/- 180 meters Scaled)
 EJ0935
 EJ0935                          SUPERSEDED SURVEY CONTROL
 EJ0935
 EJ0935  NGVD 29 (??/??/92)  141.61   (m)          464.6    (f) COMPUTED    2 0
 EJ0935
 EJ0935.Superseded values are not recommended for survey control.
 EJ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0935.See file dsdata.txt to determine how the superseded data were derived.
 EJ0935
 EJ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU203357(NAD 83)
 EJ0935_MARKER: DB = BENCH MARK DISK
 EJ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0935_STAMPING: C-78 1935
 EJ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0935+STABILITY: SURFACE MOTION
 EJ0935
 EJ0935  HISTORY     - Date     Condition        Report By
 EJ0935  HISTORY     - 1935     MONUMENTED       CGS
 EJ0935
 EJ0935                          STATION DESCRIPTION
 EJ0935
 EJ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0935'8.9 MI S FROM PARON.
 EJ0935'8.9 MILES SOUTH OF, ALONG ST. HWY. NO. 9, FROM SCHOOL.  TABLET SET IN
 EJ0935'VALLEY SURROUNDED BY HILLS.  ABOUT 120 FEET SOUTHEAST OF EAST CORNER
 EJ0935'OF WOODEN HIGHWAY BRIDGE.  72 FEET NORTH OF CENTERLINE OF JUNCTION OF
 EJ0935'HIGHWAY NO. 9 AND SIDE ROAD LEADING NORTH.  35.4 FEET NORTHEAST OF
 EJ0935'CENTERLINE OF ST. HWY. NO. 9.  9.3 FEET SOUTHEAST OF 10-INCH IN
 EJ0935'DIAMETER PINE TREE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0936 ***********************************************************************
 EJ0936  DESIGNATION -  C 78 RESET
 EJ0936  PID         -  EJ0936
 EJ0936  STATE/COUNTY-  AR/SALINE
 EJ0936  USGS QUAD   -  LONSDALE NE (1984)
 EJ0936
 EJ0936                         *CURRENT SURVEY CONTROL
 EJ0936  ___________________________________________________________________
 EJ0936* NAD 83(1986)-  34 39 46.     (N)    092 46 42.     (W)     SCALED    
 EJ0936* NAVD 88     -       141.82   (meters)     465.3    (feet)  RESET     
 EJ0936  ___________________________________________________________________
 EJ0936  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EJ0936
 EJ0936  VERT ORDER  -  THIRD
 EJ0936
 EJ0936.The horizontal coordinates were scaled from a topographic map and have
 EJ0936.an estimated accuracy of +/- 6 seconds.
 EJ0936
 EJ0936.The orthometric height was computed from unverified reset data.
 EJ0936.No vertical observational check was made to the station.
 EJ0936
 EJ0936.The geoid height was determined by GEOID03.
 EJ0936
 EJ0936;                    North         East    Units  Estimated Accuracy
 EJ0936;SPC AR S     -   621,670.      328,660.      MT  (+/- 180 meters Scaled)
 EJ0936
 EJ0936                          SUPERSEDED SURVEY CONTROL
 EJ0936
 EJ0936  NGVD 29 (??/??/??)  141.84   (m)          465.4    (f) RESET       3  
 EJ0936
 EJ0936.Superseded values are not recommended for survey control.
 EJ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0936.See file dsdata.txt to determine how the superseded data were derived.
 EJ0936
 EJ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU203356(NAD 83)
 EJ0936_MARKER: DB = BENCH MARK DISK
 EJ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0936_STAMPING: C 78 RESET 1957
 EJ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0936+STABILITY: SURFACE MOTION
 EJ0936
 EJ0936  HISTORY     - Date     Condition        Report By
 EJ0936  HISTORY     - 1957     MONUMENTED       CGS
 EJ0936  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0936
 EJ0936                          STATION DESCRIPTION
 EJ0936
 EJ0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EJ0936'8.55 MI S FROM PARON.
 EJ0936'8.55 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE HIGH SCHOOL BUILDING
 EJ0936'AT PARON, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY, IN THE NORTHEAST
 EJ0936'ANGLE OF THE JUNCTION OF THE HIGHWAY AND A SIDE ROAD LEADING
 EJ0936'NORTHEAST, 74 PACES SOUTHEAST OF THE CENTER OF A BRIDGE AT THE BOTTOM
 EJ0936'OF TWO HILLS, 51 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 9 AND 58
 EJ0936'FEET SOUTHEAST OF THE CENTER OF THE SIDE ROAD.  THE DISK IS SET IN THE
 EJ0936'TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 EJ0936
 EJ0936                          STATION RECOVERY (1998)
 EJ0936
 EJ0936'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0662 ***********************************************************************
 EJ0662  DESIGNATION -  C 79
 EJ0662  PID         -  EJ0662
 EJ0662  STATE/COUNTY-  AR/HOT SPRING
 EJ0662  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ0662
 EJ0662                         *CURRENT SURVEY CONTROL
 EJ0662  ___________________________________________________________________
 EJ0662* NAD 83(1986)-  34 22 08.     (N)    092 45 41.     (W)     SCALED    
 EJ0662* NAVD 88     -       106.669  (meters)     349.96   (feet)  ADJUSTED  
 EJ0662  ___________________________________________________________________
 EJ0662  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ0662  DYNAMIC HT  -         106.566 (meters)     349.63  (feet)  COMP
 EJ0662  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 EJ0662
 EJ0662  VERT ORDER  -  SECOND    CLASS 0
 EJ0662
 EJ0662.The horizontal coordinates were scaled from a topographic map and have
 EJ0662.an estimated accuracy of +/- 6 seconds.
 EJ0662
 EJ0662.The orthometric height was determined by differential leveling
 EJ0662.and adjusted by the National Geodetic Survey in June 1991..
 EJ0662
 EJ0662.The geoid height was determined by GEOID03.
 EJ0662
 EJ0662.The dynamic height is computed by dividing the NAVD 88
 EJ0662.geopotential number by the normal gravity value computed on the
 EJ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0662.degrees latitude (g = 980.6199 gals.).
 EJ0662
 EJ0662.The modeled gravity was interpolated from observed gravity values.
 EJ0662
 EJ0662;                    North         East    Units  Estimated Accuracy
 EJ0662;SPC AR S     -   589,060.      329,970.      MT  (+/- 180 meters Scaled)
 EJ0662
 EJ0662                          SUPERSEDED SURVEY CONTROL
 EJ0662
 EJ0662  NGVD 29 (??/??/92)  106.676  (m)          349.99   (f) ADJ UNCH    2 0
 EJ0662
 EJ0662.Superseded values are not recommended for survey control.
 EJ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0662.See file dsdata.txt to determine how the superseded data were derived.
 EJ0662
 EJ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU219030(NAD 83)
 EJ0662_MARKER: DB = BENCH MARK DISK
 EJ0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0662_SP_SET: CONCRETE BASE
 EJ0662_STAMPING: C-79 1935
 EJ0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0662
 EJ0662  HISTORY     - Date     Condition        Report By
 EJ0662  HISTORY     - 1935     MONUMENTED       CGS
 EJ0662  HISTORY     - 19980425 GOOD             USPSQD
 EJ0662
 EJ0662                          STATION DESCRIPTION
 EJ0662
 EJ0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0662'3.2 MI E FROM MALVERN.
 EJ0662'3.2 MILES EAST OF, ALONG MO.PAC.R.R. FROM STATION.  TABLET SET
 EJ0662'HORIZONTALLY IN CONCRETE BASE OF VIADUCT ON U.S. HWY. NO. 67 OVER
 EJ0662'MISSOURI PACIFIC R.R.  ABOUT 120 FEET SOUTH OF TELEPHONE POLE MARKED
 EJ0662'385+30.  25.1 FT. SOUTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R.  5
 EJ0662'FT. ABOVE LEVEL OF TRACK.  3.7 FT. SOUTHWEST OF SOUTHWEST SIDE OF
 EJ0662'SUPPORTING POST.  1.3 FT. SOUTHEAST OF NORTH WEST SIDE OF BASE.
 EJ0662
 EJ0662                          STATION RECOVERY (1998)
 EJ0662
 EJ0662'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1305 ***********************************************************************
 FF1305  DESIGNATION -  C 8
 FF1305  PID         -  FF1305
 FF1305  STATE/COUNTY-  AR/WHITE
 FF1305  USGS QUAD   -  LETONA (1962)
 FF1305
 FF1305                         *CURRENT SURVEY CONTROL
 FF1305  ___________________________________________________________________
 FF1305* NAD 83(1986)-  35 21 34.     (N)    091 49 52.     (W)     SCALED    
 FF1305* NAVD 88     -        83.683  (meters)     274.55   (feet)  ADJUSTED  
 FF1305  ___________________________________________________________________
 FF1305  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF1305  DYNAMIC HT  -          83.608 (meters)     274.30  (feet)  COMP
 FF1305  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 FF1305
 FF1305  VERT ORDER  -  FIRST     CLASS II
 FF1305
 FF1305.The horizontal coordinates were scaled from a topographic map and have
 FF1305.an estimated accuracy of +/- 6 seconds.
 FF1305
 FF1305.The orthometric height was determined by differential leveling
 FF1305.and adjusted by the National Geodetic Survey in June 1991..
 FF1305
 FF1305.The geoid height was determined by GEOID03.
 FF1305
 FF1305.The dynamic height is computed by dividing the NAVD 88
 FF1305.geopotential number by the normal gravity value computed on the
 FF1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1305.degrees latitude (g = 980.6199 gals.).
 FF1305
 FF1305.The modeled gravity was interpolated from observed gravity values.
 FF1305
 FF1305;                    North         East    Units  Estimated Accuracy
 FF1305;SPC AR N     -   113,850.      415,350.      MT  (+/- 180 meters Scaled)
 FF1305
 FF1305                          SUPERSEDED SURVEY CONTROL
 FF1305
 FF1305  NGVD 29 (??/??/??)   83.625  (m)          274.36   (f) ADJUSTED    1 2
 FF1305
 FF1305.Superseded values are not recommended for survey control.
 FF1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1305.See file dsdata.txt to determine how the superseded data were derived.
 FF1305
 FF1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV061135(NAD 83)
 FF1305_MARKER: DB = BENCH MARK DISK
 FF1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1305_STAMPING: C 8 1931
 FF1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1305+STABILITY: SURFACE MOTION
 FF1305
 FF1305  HISTORY     - Date     Condition        Report By
 FF1305  HISTORY     - 1931     MONUMENTED       CGS
 FF1305  HISTORY     - 1962     GOOD             CGS
 FF1305  HISTORY     - 20030729 MARK NOT FOUND   USACE
 FF1305
 FF1305                          STATION DESCRIPTION
 FF1305
 FF1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1305'AT LETONA.
 FF1305'0.2 MILE SOUTH ALONG ABANDONED RAILROAD, 83 FEET EAST OF THE
 FF1305'NORTHEAST CORNER OF A WHITE HOUSE, 38.5 FEET EAST OF THE CENTER
 FF1305'OF A DIRT ROAD, 2 FEET NORTH OF AN IRON RAIL PROJECTING 0.8
 FF1305'FOOT, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 FF1305'GROUND.
 FF1305
 FF1305                          STATION RECOVERY (2003)
 FF1305
 FF1305'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0699 ***********************************************************************
 EJ0699  DESIGNATION -  C 81
 EJ0699  PID         -  EJ0699
 EJ0699  STATE/COUNTY-  AR/GRANT
 EJ0699  USGS QUAD   -  POYEN (1984)
 EJ0699
 EJ0699                         *CURRENT SURVEY CONTROL
 EJ0699  ___________________________________________________________________
 EJ0699* NAD 83(1986)-  34 16 23.     (N)    092 37 39.     (W)     SCALED    
 EJ0699* NAVD 88     -        68.252  (meters)     223.92   (feet)  ADJUSTED  
 EJ0699  ___________________________________________________________________
 EJ0699  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EJ0699  DYNAMIC HT  -          68.186 (meters)     223.71  (feet)  COMP
 EJ0699  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 EJ0699
 EJ0699  VERT ORDER  -  SECOND    CLASS 0
 EJ0699
 EJ0699.The horizontal coordinates were scaled from a topographic map and have
 EJ0699.an estimated accuracy of +/- 6 seconds.
 EJ0699
 EJ0699.The orthometric height was determined by differential leveling
 EJ0699.and adjusted by the National Geodetic Survey in June 1991..
 EJ0699
 EJ0699.The geoid height was determined by GEOID03.
 EJ0699
 EJ0699.The dynamic height is computed by dividing the NAVD 88
 EJ0699.geopotential number by the normal gravity value computed on the
 EJ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0699.degrees latitude (g = 980.6199 gals.).
 EJ0699
 EJ0699.The modeled gravity was interpolated from observed gravity values.
 EJ0699
 EJ0699;                    North         East    Units  Estimated Accuracy
 EJ0699;SPC AR S     -   578,350.      342,220.      MT  (+/- 180 meters Scaled)
 EJ0699
 EJ0699                          SUPERSEDED SURVEY CONTROL
 EJ0699
 EJ0699  NGVD 29 (??/??/92)   68.280  (m)          224.02   (f) ADJ UNCH    2 0
 EJ0699
 EJ0699.Superseded values are not recommended for survey control.
 EJ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0699.See file dsdata.txt to determine how the superseded data were derived.
 EJ0699
 EJ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT342924(NAD 83)
 EJ0699_MARKER: DB = BENCH MARK DISK
 EJ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0699_STAMPING: C-81 1935
 EJ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0699+STABILITY: SURFACE MOTION
 EJ0699
 EJ0699  HISTORY     - Date     Condition        Report By
 EJ0699  HISTORY     - 1935     MONUMENTED       CGS
 EJ0699  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0699
 EJ0699                          STATION DESCRIPTION
 EJ0699
 EJ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0699'3.5 MI S FROM POYEN.
 EJ0699'3.5 MILES SOUTH OF, ALONG C.R.I. AND P. RY. FROM STATION 78.3 FEET
 EJ0699'EAST OF TELEPHONE POLE 15+20.  48.9 FEET EAST OF CENTERLINE OF PRIVATE
 EJ0699'RAILROAD CROSSING.  45.7 FEET NORTHEAST OF CENTERLINE OF CHICAGO, ROCK
 EJ0699'ISLAND AND PACIFIC R.R.  34.5 FEET SOUTHWEST OF CENTERLINE OF ST. HWY.
 EJ0699'NO. 113.  10.5 FEET SOUTH OF SOUTHEAST END OF IRON GATE. 1.3 FEET
 EJ0699'SOUTHWEST OF FENCE PARALLELING RAILROAD.
 EJ0699
 EJ0699                          STATION RECOVERY (1962)
 EJ0699
 EJ0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1019 ***********************************************************************
 EH1019  DESIGNATION -  C 82
 EH1019  PID         -  EH1019
 EH1019  STATE/COUNTY-  AR/LEE
 EH1019  USGS QUAD   -  MARIANNA (1992)
 EH1019
 EH1019                         *CURRENT SURVEY CONTROL
 EH1019  ___________________________________________________________________
 EH1019* NAD 83(1986)-  34 50 28.     (N)    090 47 46.     (W)     SCALED    
 EH1019* NAVD 88     -        61.590  (meters)     202.07   (feet)  ADJUSTED  
 EH1019  ___________________________________________________________________
 EH1019  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1019  DYNAMIC HT  -          61.534 (meters)     201.88  (feet)  COMP
 EH1019  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 EH1019
 EH1019  VERT ORDER  -  SECOND    CLASS 0
 EH1019
 EH1019.The horizontal coordinates were scaled from a topographic map and have
 EH1019.an estimated accuracy of +/- 6 seconds.
 EH1019
 EH1019.The orthometric height was determined by differential leveling
 EH1019.and adjusted by the National Geodetic Survey in June 1991..
 EH1019
 EH1019.The geoid height was determined by GEOID03.
 EH1019
 EH1019.The dynamic height is computed by dividing the NAVD 88
 EH1019.geopotential number by the normal gravity value computed on the
 EH1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1019.degrees latitude (g = 980.6199 gals.).
 EH1019
 EH1019.The modeled gravity was interpolated from observed gravity values.
 EH1019
 EH1019;                    North         East    Units  Estimated Accuracy
 EH1019;SPC AR S     -   641,830.      510,110.      MT  (+/- 180 meters Scaled)
 EH1019
 EH1019                          SUPERSEDED SURVEY CONTROL
 EH1019
 EH1019  NGVD 29 (??/??/??)   61.591  (m)          202.07   (f) ADJUSTED    2 0
 EH1019
 EH1019.Superseded values are not recommended for survey control.
 EH1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1019.See file dsdata.txt to determine how the superseded data were derived.
 EH1019
 EH1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU015576(NAD 83)
 EH1019_MARKER: DB = BENCH MARK DISK
 EH1019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1019_SP_SET: BRIDGE
 EH1019_STAMPING: C-82 1935
 EH1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1019
 EH1019  HISTORY     - Date     Condition        Report By
 EH1019  HISTORY     - 1935     MONUMENTED       CGS
 EH1019
 EH1019                          STATION DESCRIPTION
 EH1019
 EH1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1019'2.3 MI N FROM FELTON.
 EH1019'640 FEET SOUTH OF M.P. 307-20.  7.3 FEET WEST OF CENTERLINE OF
 EH1019'MISSOURI PACIFIC R.R..  TABLET SET HORIZONTALLY IN TOP OF SOUTH
 EH1019'CONCRETE RETAINING WALL TO STEEL RAILROAD BRIDGE NO. 1394 OVER
 EH1019'LANGUILLE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1421 ***********************************************************************
 DK1421  DESIGNATION -  C 83
 DK1421  PID         -  DK1421
 DK1421  STATE/COUNTY-  AR/DREW
 DK1421  USGS QUAD   -  COMINTO (1960)
 DK1421
 DK1421                         *CURRENT SURVEY CONTROL
 DK1421  ___________________________________________________________________
 DK1421* NAD 83(1986)-  33 36 43.     (N)    091 44 28.     (W)     SCALED    
 DK1421* NAVD 88     -        68.290  (meters)     224.05   (feet)  ADJUSTED  
 DK1421  ___________________________________________________________________
 DK1421  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK1421  DYNAMIC HT  -          68.220 (meters)     223.82  (feet)  COMP
 DK1421  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 DK1421
 DK1421  VERT ORDER  -  SECOND    CLASS 0
 DK1421
 DK1421.The horizontal coordinates were scaled from a topographic map and have
 DK1421.an estimated accuracy of +/- 6 seconds.
 DK1421
 DK1421.The orthometric height was determined by differential leveling
 DK1421.and adjusted by the National Geodetic Survey in June 1991..
 DK1421
 DK1421.The geoid height was determined by GEOID03.
 DK1421
 DK1421.The dynamic height is computed by dividing the NAVD 88
 DK1421.geopotential number by the normal gravity value computed on the
 DK1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1421.degrees latitude (g = 980.6199 gals.).
 DK1421
 DK1421.The modeled gravity was interpolated from observed gravity values.
 DK1421
 DK1421;                    North         East    Units  Estimated Accuracy
 DK1421;SPC AR S     -   504,870.      424,020.      MT  (+/- 180 meters Scaled)
 DK1421
 DK1421                          SUPERSEDED SURVEY CONTROL
 DK1421
 DK1421  NGVD 29 (??/??/??)   68.395  (m)          224.39   (f) ADJUSTED    2 0
 DK1421
 DK1421.Superseded values are not recommended for survey control.
 DK1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1421.See file dsdata.txt to determine how the superseded data were derived.
 DK1421
 DK1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT167198(NAD 83)
 DK1421_MARKER: DB = BENCH MARK DISK
 DK1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1421_STAMPING: C 83 1935
 DK1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1421+STABILITY: SURFACE MOTION
 DK1421
 DK1421  HISTORY     - Date     Condition        Report By
 DK1421  HISTORY     - 1935     MONUMENTED       CGS
 DK1421  HISTORY     - 20060224 MARK NOT FOUND   ARHD
 DK1421
 DK1421                          STATION DESCRIPTION
 DK1421
 DK1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1421'3.0 MI SE FROM MONTICELLO.
 DK1421'3.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK1421'STATION AT MONTICELLO, DREW COUNTY, 75 FEET EAST OF MILEPOST 442+10,
 DK1421'0.1 MILE NORTHWEST OF THE NORTHWEST END OF A CUT THROUGH A HILL, 40
 DK1421'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 3.5 FEET NORTHWEST
 DK1421'OF A POLE.  A STANDARD DISK, STAMPED C 83 1935 AND SET IN THE TOP OF A
 DK1421'CONCRETE POST.
 DK1421
 DK1421                          STATION RECOVERY (2006)
 DK1421
 DK1421'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DK1421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0078 ***********************************************************************
 DL0078  DESIGNATION -  C 84
 DL0078  PID         -  DL0078
 DL0078  STATE/COUNTY-  AR/BRADLEY
 DL0078  USGS QUAD   -  BANKS (1985)
 DL0078
 DL0078                         *CURRENT SURVEY CONTROL
 DL0078  ___________________________________________________________________
 DL0078* NAD 83(1986)-  33 34 30.     (N)    092 16 07.     (W)     SCALED    
 DL0078* NAVD 88     -        62.389  (meters)     204.69   (feet)  ADJUSTED  
 DL0078  ___________________________________________________________________
 DL0078  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL0078  DYNAMIC HT  -          62.324 (meters)     204.47  (feet)  COMP
 DL0078  MODELED GRAV-     979,602.6   (mgal)                       NAVD 88
 DL0078
 DL0078  VERT ORDER  -  SECOND    CLASS 0
 DL0078
 DL0078.The horizontal coordinates were scaled from a topographic map and have
 DL0078.an estimated accuracy of +/- 6 seconds.
 DL0078
 DL0078.The orthometric height was determined by differential leveling
 DL0078.and adjusted by the National Geodetic Survey in June 1991..
 DL0078
 DL0078.The geoid height was determined by GEOID03.
 DL0078
 DL0078.The dynamic height is computed by dividing the NAVD 88
 DL0078.geopotential number by the normal gravity value computed on the
 DL0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0078.degrees latitude (g = 980.6199 gals.).
 DL0078
 DL0078.The modeled gravity was interpolated from observed gravity values.
 DL0078
 DL0078;                    North         East    Units  Estimated Accuracy
 DL0078;SPC AR S     -   500,780.      375,060.      MT  (+/- 180 meters Scaled)
 DL0078
 DL0078                          SUPERSEDED SURVEY CONTROL
 DL0078
 DL0078  NGVD 29 (??/??/92)   62.461  (m)          204.92   (f) ADJ UNCH    2 0
 DL0078
 DL0078.Superseded values are not recommended for survey control.
 DL0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0078.See file dsdata.txt to determine how the superseded data were derived.
 DL0078
 DL0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT678152(NAD 83)
 DL0078_MARKER: DB = BENCH MARK DISK
 DL0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0078_STAMPING: C 84 1935
 DL0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0078+STABILITY: SURFACE MOTION
 DL0078
 DL0078  HISTORY     - Date     Condition        Report By
 DL0078  HISTORY     - 1935     MONUMENTED       CGS
 DL0078  HISTORY     - 1958     MARK NOT FOUND   NGS
 DL0078  HISTORY     - 1964     GOOD             NGS
 DL0078
 DL0078                          STATION DESCRIPTION
 DL0078
 DL0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DL0078'IN BANKS.
 DL0078'AT BANKS, BRADLEY COUNTY, 41 YARDS NORTHWEST OF THE WEST CORNER OF THE
 DL0078'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 2.3 FEET NORTH OF
 DL0078'MILEPOST 5+20, 48 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 4,
 DL0078'AND 39 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK. A STANDARD
 DL0078'DISK, STAMPED C 84 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 DL0078'RAILROAD STATION MOVED.  PULP WOOD YARD AT THIS LOCATION NOW.
 DL0078
 DL0078                          STATION RECOVERY (1964)
 DL0078
 DL0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1261 ***********************************************************************
 FF1261  DESIGNATION -  C 85
 FF1261  PID         -  FF1261
 FF1261  STATE/COUNTY-  AR/WHITE
 FF1261  USGS QUAD   -  GREGORY SW (1993)
 FF1261
 FF1261                         *CURRENT SURVEY CONTROL
 FF1261  ___________________________________________________________________
 FF1261* NAD 83(1986)-  35 07 00.     (N)    091 26 24.     (W)     SCALED    
 FF1261* NAVD 88     -        60.733  (meters)     199.25   (feet)  ADJUSTED  
 FF1261  ___________________________________________________________________
 FF1261  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1261  DYNAMIC HT  -          60.678 (meters)     199.07  (feet)  COMP
 FF1261  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FF1261
 FF1261  VERT ORDER  -  SECOND    CLASS 0
 FF1261
 FF1261.The horizontal coordinates were scaled from a topographic map and have
 FF1261.an estimated accuracy of +/- 6 seconds.
 FF1261
 FF1261.The orthometric height was determined by differential leveling
 FF1261.and adjusted by the National Geodetic Survey in June 1991..
 FF1261
 FF1261.The geoid height was determined by GEOID03.
 FF1261
 FF1261.The dynamic height is computed by dividing the NAVD 88
 FF1261.geopotential number by the normal gravity value computed on the
 FF1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1261.degrees latitude (g = 980.6199 gals.).
 FF1261
 FF1261.The modeled gravity was interpolated from observed gravity values.
 FF1261
 FF1261;                    North         East    Units  Estimated Accuracy
 FF1261;SPC AR N     -    87,050.      451,050.      MT  (+/- 180 meters Scaled)
 FF1261
 FF1261                          SUPERSEDED SURVEY CONTROL
 FF1261
 FF1261  NGVD 29 (??/??/??)   60.702  (m)          199.15   (f) ADJUSTED    2 0
 FF1261
 FF1261.Superseded values are not recommended for survey control.
 FF1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1261.See file dsdata.txt to determine how the superseded data were derived.
 FF1261
 FF1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU421870(NAD 83)
 FF1261_MARKER: DB = BENCH MARK DISK
 FF1261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1261_SP_SET: PIER
 FF1261_STAMPING: C 85 1935
 FF1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1261
 FF1261  HISTORY     - Date     Condition        Report By
 FF1261  HISTORY     - 1935     MONUMENTED       CGS
 FF1261  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1261
 FF1261                          STATION DESCRIPTION
 FF1261
 FF1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1261'1.1 MI SE FROM GEORGETOWN.
 FF1261'ABOUT 1.1 MILES SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1261'RAILWAY FROM THE STATION AT GEORGETOWN, WHITE COUNTY, AT THE
 FF1261'STEEL-SPAN BRIDGE OVER WHITE RIVER, IN THE TOP OF THE NORTHEAST
 FF1261'END OF THE NORTHWEST CONCRETE PIER, 7 FEET NORTHEAST OF THE
 FF1261'CENTER LINE OF THE TRACK, AND 2.4 FEET SOUTHWEST OF THE NORTHEAST
 FF1261'END OF THE PIER.  A STANDARD DISK, STAMPED C 85 1935.
 FF1261
 FF1261                          STATION RECOVERY (2003)
 FF1261
 FF1261'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0596 ***********************************************************************
 FF0596  DESIGNATION -  C 86
 FF0596  PID         -  FF0596
 FF0596  STATE/COUNTY-  AR/CROSS
 FF0596  USGS QUAD   -  PARKIN (1993)
 FF0596
 FF0596                         *CURRENT SURVEY CONTROL
 FF0596  ___________________________________________________________________
 FF0596* NAD 83(1986)-  35 16 01.     (N)    090 33 04.     (W)     SCALED    
 FF0596* NAVD 88     -        66.166  (meters)     217.08   (feet)  POSTED    
 FF0596  ___________________________________________________________________
 FF0596  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0596  DYNAMIC HT  -          66.110 (meters)     216.90  (feet)  COMP
 FF0596  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 FF0596
 FF0596  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0596
 FF0596.The horizontal coordinates were scaled from a topographic map and have
 FF0596.an estimated accuracy of +/- 6 seconds.
 FF0596
 FF0596.The orthometric height was determined by differential leveling
 FF0596.and adjusted by the National Geodetic Survey in 1992..
 FF0596.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0596.rate of 1.1 thru 2.0 mm/km.
 FF0596
 FF0596.The geoid height was determined by GEOID03.
 FF0596
 FF0596.The dynamic height is computed by dividing the NAVD 88
 FF0596.geopotential number by the normal gravity value computed on the
 FF0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0596.degrees latitude (g = 980.6199 gals.).
 FF0596
 FF0596.The modeled gravity was interpolated from observed gravity values.
 FF0596
 FF0596;                    North         East    Units  Estimated Accuracy
 FF0596;SPC AR N     -   104,550.      531,820.      MT  (+/- 180 meters Scaled)
 FF0596
 FF0596                          SUPERSEDED SURVEY CONTROL
 FF0596
 FF0596  NGVD 29 (??/??/??)   66.156  (m)          217.05   (f) ADJUSTED    2 0
 FF0596
 FF0596.Superseded values are not recommended for survey control.
 FF0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0596.See file dsdata.txt to determine how the superseded data were derived.
 FF0596
 FF0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV227053(NAD 83)
 FF0596_MARKER: DB = BENCH MARK DISK
 FF0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0596_SP_SET: BUILDING
 FF0596_STAMPING: C 86 1935
 FF0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0596
 FF0596  HISTORY     - Date     Condition        Report By
 FF0596  HISTORY     - 1935     MONUMENTED       CGS
 FF0596  HISTORY     - 20030512 MARK NOT FOUND   USACE
 FF0596
 FF0596                          STATION DESCRIPTION
 FF0596
 FF0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0596'AT PARKIN.
 FF0596'AT PARKIN, CROSS COUNTY, ABOUT 2 BLOCKS NORTH OF THE MISSOURI
 FF0596'PACIFIC RAILROAD STATION, IN THE PUBLIC SCHOOL BUILDING, 6.6
 FF0596'FEET EAST OF THE CENTER LINE OF THE MAIN ENTRANCE, AND ABOUT
 FF0596'4.6 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED C 86 1935 AND
 FF0596'SET VERTICALLY.  NOTE-- MARCH 1951 REPORT--ELEVATION 217.011
 FF0596'NOW STAMPED ON DISK.
 FF0596
 FF0596                          STATION RECOVERY (2003)
 FF0596
 FF0596'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1402 ***********************************************************************
 FF1402  DESIGNATION -  C 87
 FF1402  PID         -  FF1402
 FF1402  STATE/COUNTY-  AR/PRAIRIE
 FF1402  USGS QUAD   -  JASMINE (1994)
 FF1402
 FF1402                         *CURRENT SURVEY CONTROL
 FF1402  ___________________________________________________________________
 FF1402* NAD 83(1986)-  35 02 52.     (N)    091 34 06.     (W)     SCALED    
 FF1402* NAVD 88     -        60.024  (meters)     196.93   (feet)  ADJUSTED  
 FF1402  ___________________________________________________________________
 FF1402  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF1402  DYNAMIC HT  -          59.969 (meters)     196.75  (feet)  COMP
 FF1402  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FF1402
 FF1402  VERT ORDER  -  FIRST     CLASS II
 FF1402
 FF1402.The horizontal coordinates were scaled from a topographic map and have
 FF1402.an estimated accuracy of +/- 6 seconds.
 FF1402
 FF1402.The orthometric height was determined by differential leveling
 FF1402.and adjusted by the National Geodetic Survey in June 1991..
 FF1402
 FF1402.The geoid height was determined by GEOID03.
 FF1402
 FF1402.The dynamic height is computed by dividing the NAVD 88
 FF1402.geopotential number by the normal gravity value computed on the
 FF1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1402.degrees latitude (g = 980.6199 gals.).
 FF1402
 FF1402.The modeled gravity was interpolated from observed gravity values.
 FF1402
 FF1402;                    North         East    Units  Estimated Accuracy
 FF1402;SPC AR S     -   664,190.      439,390.      MT  (+/- 180 meters Scaled)
 FF1402
 FF1402                          SUPERSEDED SURVEY CONTROL
 FF1402
 FF1402  NGVD 29 (??/??/??)   60.009  (m)          196.88   (f) ADJUSTED    1 2
 FF1402
 FF1402.Superseded values are not recommended for survey control.
 FF1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1402.See file dsdata.txt to determine how the superseded data were derived.
 FF1402
 FF1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU305792(NAD 83)
 FF1402_MARKER: DB = BENCH MARK DISK
 FF1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1402_STAMPING: C 87 1935
 FF1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1402+STABILITY: SURFACE MOTION
 FF1402
 FF1402  HISTORY     - Date     Condition        Report By
 FF1402  HISTORY     - 1935     MONUMENTED       CGS
 FF1402  HISTORY     - 1955     GOOD             CGS
 FF1402  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1402
 FF1402                          STATION DESCRIPTION
 FF1402
 FF1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1402'6.9 MI NW FROM DES ARC.
 FF1402'6.9 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1402'RAILROAD FROM THE STATION AT DES ARC, 390 FEET SOUTHEAST OF A
 FF1402'ROAD CROSSING, 64 FEET WEST OF THE STATION SIGN AT STINEVILLE,
 FF1402'66 FEET SOUTHEAST OF A 28 INCH OAK TREE, 55.7 FEET SOUTHWEST OF THE
 FF1402'SOUTHWEST RAIL OF THE MAIN TRACK, 1 FOOT NORTHEAST OF A FENCE,
 FF1402'1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FF1402'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FF1402
 FF1402                          STATION RECOVERY (2003)
 FF1402
 FF1402'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0285 ***********************************************************************
 EK0285  DESIGNATION -  C 88
 EK0285  PID         -  EK0285
 EK0285  STATE/COUNTY-  AR/SEVIER
 EK0285  USGS QUAD   -  GENEVA (1966)
 EK0285
 EK0285                         *CURRENT SURVEY CONTROL
 EK0285  ___________________________________________________________________
 EK0285* NAD 83(1986)-  34 02 33.     (N)    094 11 39.     (W)     SCALED    
 EK0285* NAVD 88     -       106.904  (meters)     350.73   (feet)  ADJUSTED  
 EK0285  ___________________________________________________________________
 EK0285  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EK0285  DYNAMIC HT  -         106.796 (meters)     350.38  (feet)  COMP
 EK0285  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 EK0285
 EK0285  VERT ORDER  -  SECOND    CLASS 0
 EK0285
 EK0285.The horizontal coordinates were scaled from a topographic map and have
 EK0285.an estimated accuracy of +/- 6 seconds.
 EK0285
 EK0285.The orthometric height was determined by differential leveling
 EK0285.and adjusted by the National Geodetic Survey in June 1991..
 EK0285
 EK0285.The geoid height was determined by GEOID03.
 EK0285
 EK0285.The dynamic height is computed by dividing the NAVD 88
 EK0285.geopotential number by the normal gravity value computed on the
 EK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0285.degrees latitude (g = 980.6199 gals.).
 EK0285
 EK0285.The modeled gravity was interpolated from observed gravity values.
 EK0285
 EK0285;                    North         East    Units  Estimated Accuracy
 EK0285;SPC AR S     -   554,770.      197,430.      MT  (+/- 180 meters Scaled)
 EK0285
 EK0285                          SUPERSEDED SURVEY CONTROL
 EK0285
 EK0285  NGVD 29 (??/??/92)  106.88   (m)          350.7    (f) COMPUTED    2 0
 EK0285
 EK0285.Superseded values are not recommended for survey control.
 EK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0285.See file dsdata.txt to determine how the superseded data were derived.
 EK0285
 EK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT897675(NAD 83)
 EK0285_MARKER: DB = BENCH MARK DISK
 EK0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0285_SP_SET: BRIDGE
 EK0285_STAMPING: C-88 1935
 EK0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0285
 EK0285  HISTORY     - Date     Condition        Report By
 EK0285  HISTORY     - 1935     MONUMENTED       CGS
 EK0285
 EK0285                          STATION DESCRIPTION
 EK0285
 EK0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0285'5.7 MI N FROM LOCKESBURG.
 EK0285'5.7 MILES NORTH OF, ALONG LOCKESBURG ROAD, FROM DEPOT.  AT
 EK0285'JUNCTION OF BETHEL ROAD, 280 FEET EAST OF BRIDGE OVER BURKE CREEK,
 EK0285'165 FEET NORTHWEST OF INTERSECTION OF LOCKESBURG ROAD AND BETHEL
 EK0285'ROAD, 75 FEET NORTHWEST OF CATTLE GUARD OF THE LOCKESBURG ROAD,
 EK0285'10 FEET SOUTHWEST OF THE ROAD CENTERLINE, IN TOP OF SOUTHWEST
 EK0285'WINGWALL OF SMALL BRIDGE OVER GULCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0286 ***********************************************************************
 EK0286  DESIGNATION -  C 88 RESET
 EK0286  PID         -  EK0286
 EK0286  STATE/COUNTY-  AR/SEVIER
 EK0286  USGS QUAD   -  GENEVA (1966)
 EK0286
 EK0286                         *CURRENT SURVEY CONTROL
 EK0286  ___________________________________________________________________
 EK0286* NAD 83(1986)-  34 02 33.     (N)    094 11 39.     (W)     SCALED    
 EK0286* NAVD 88     -       105.410  (meters)     345.83   (feet)  ADJUSTED  
 EK0286  ___________________________________________________________________
 EK0286  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EK0286  DYNAMIC HT  -         105.303 (meters)     345.48  (feet)  COMP
 EK0286  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 EK0286
 EK0286  VERT ORDER  -  SECOND    CLASS 0
 EK0286
 EK0286.The horizontal coordinates were scaled from a topographic map and have
 EK0286.an estimated accuracy of +/- 6 seconds.
 EK0286
 EK0286.The orthometric height was determined by differential leveling
 EK0286.and adjusted by the National Geodetic Survey in June 1991..
 EK0286
 EK0286.The geoid height was determined by GEOID03.
 EK0286
 EK0286.The dynamic height is computed by dividing the NAVD 88
 EK0286.geopotential number by the normal gravity value computed on the
 EK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0286.degrees latitude (g = 980.6199 gals.).
 EK0286
 EK0286.The modeled gravity was interpolated from observed gravity values.
 EK0286
 EK0286;                    North         East    Units  Estimated Accuracy
 EK0286;SPC AR S     -   554,770.      197,430.      MT  (+/- 180 meters Scaled)
 EK0286
 EK0286                          SUPERSEDED SURVEY CONTROL
 EK0286
 EK0286  NGVD 29 (??/??/92)  105.386  (m)          345.75   (f) ADJ UNCH    2 0
 EK0286
 EK0286.Superseded values are not recommended for survey control.
 EK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0286.See file dsdata.txt to determine how the superseded data were derived.
 EK0286
 EK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT897675(NAD 83)
 EK0286_MARKER: DB = BENCH MARK DISK
 EK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0286_STAMPING: C-88 RESET 1937
 EK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0286+STABILITY: SURFACE MOTION
 EK0286
 EK0286  HISTORY     - Date     Condition        Report By
 EK0286  HISTORY     - 1937     MONUMENTED       CGS
 EK0286  HISTORY     - 1939     GOOD             NGS
 EK0286  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0286
 EK0286                          STATION DESCRIPTION
 EK0286
 EK0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EK0286'5.7 MI N FROM LOCKESBURG.
 EK0286'5.7 MILES NORTH OF, ALONG U.S. HWY. 71 FROM DEPOT.  0.1 MILE
 EK0286'SOUTH OF CONCRETE BRIDGE OVER BURKE CREEK, 140 FEET WEST OF
 EK0286'JUNCTION OF BETHEL ROAD WITH U.S. HIGHWAY 71, 125 FEET WEST OF
 EK0286'CATTLE GUARD ON HIGHWAY 71, 1.5 FEET SOUTH OF EAST-WEST WIRE
 EK0286'FENCE, 2.0 FEET SOUTHEAST OF CORNER POST, 8.4 FEET WEST OF OAK
 EK0286'TREE 1.5 FEET IN DIAMETER, BLAZED ON EAST SIDE 3.5 FEET ABOVE
 EK0286'GROUND.  TABLET SET IN A PRECAST CONCRETE POST.
 EK0286
 EK0286                          STATION RECOVERY (1962)
 EK0286
 EK0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0212 ***********************************************************************
 EK0212  DESIGNATION -  C 89
 EK0212  PID         -  EK0212
 EK0212  STATE/COUNTY-  AR/POLK
 EK0212  USGS QUAD   -  UMPIRE (1986)
 EK0212
 EK0212                         *CURRENT SURVEY CONTROL
 EK0212  ___________________________________________________________________
 EK0212* NAD 83(1986)-  34 21 40.     (N)    094 05 55.     (W)     SCALED    
 EK0212* NAVD 88     -       323.070  (meters)    1059.94   (feet)  ADJUSTED  
 EK0212  ___________________________________________________________________
 EK0212  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 EK0212  DYNAMIC HT  -         322.735 (meters)    1058.84  (feet)  COMP
 EK0212  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 EK0212
 EK0212  VERT ORDER  -  SECOND    CLASS 0
 EK0212
 EK0212.The horizontal coordinates were scaled from a topographic map and have
 EK0212.an estimated accuracy of +/- 6 seconds.
 EK0212
 EK0212.The orthometric height was determined by differential leveling
 EK0212.and adjusted by the National Geodetic Survey in June 1991..
 EK0212
 EK0212.The geoid height was determined by GEOID03.
 EK0212
 EK0212.The dynamic height is computed by dividing the NAVD 88
 EK0212.geopotential number by the normal gravity value computed on the
 EK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0212.degrees latitude (g = 980.6199 gals.).
 EK0212
 EK0212.The modeled gravity was interpolated from observed gravity values.
 EK0212
 EK0212;                    North         East    Units  Estimated Accuracy
 EK0212;SPC AR S     -   589,920.      206,970.      MT  (+/- 180 meters Scaled)
 EK0212
 EK0212                          SUPERSEDED SURVEY CONTROL
 EK0212
 EK0212  NGVD 29 (??/??/92)  323.015  (m)         1059.76   (f) ADJ UNCH    2 0
 EK0212
 EK0212.Superseded values are not recommended for survey control.
 EK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0212.See file dsdata.txt to determine how the superseded data were derived.
 EK0212
 EK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU989027(NAD 83)
 EK0212_MARKER: DB = BENCH MARK DISK
 EK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0212_STAMPING: C-89 1935
 EK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0212+STABILITY: SURFACE MOTION
 EK0212
 EK0212  HISTORY     - Date     Condition        Report By
 EK0212  HISTORY     - 1935     MONUMENTED       CGS
 EK0212  HISTORY     - 1961     GOOD             NGS
 EK0212  HISTORY     - 1983     MARK NOT FOUND   USGS
 EK0212
 EK0212                          STATION DESCRIPTION
 EK0212
 EK0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0212'4.8 MI E FROM HARTLEY.
 EK0212'4.8 MILES EAST OF, ALONG ATHENS-HARTLEY ROAD, FROM J.M. WATKINS
 EK0212'FARM HOUSE.  ABOUT .7 MILE EAST OF C.J. WATKINS FARMHOUSE, ABOUT
 EK0212'.4 MILE WEST OF MOORE CREEK, ABOUT .1 MILE EAST OF JUNCTION
 EK0212'OF AN OLD ROAD, ABOUT 240 FEET WEST OF JUNCTION OF OLD ROAD,
 EK0212'AT WEST END OF A CURVE IN A DRAW, AT TOP OF A KNOLL, 48 FEET
 EK0212'WEST OF A BLAZED PINE TREE 1 FT. IN DIAMETER, 23.5 FEET
 EK0212'NORTH OF ROAD CENTERLINE.  TABLET SET IN TOP OF PRECAST CONCRETE
 EK0212'POST.
 EK0212
 EK0212                          STATION RECOVERY (1961)
 EK0212
 EK0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0212'RECOVERED IN GOOD CONDITION.
 EK0212
 EK0212                          STATION RECOVERY (1983)
 EK0212
 EK0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EK0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0958 ***********************************************************************
 FF0958  DESIGNATION -  C 9 RESET
 FF0958  PID         -  FF0958
 FF0958  STATE/COUNTY-  AR/JACKSON
 FF0958  USGS QUAD   -  NEWPORT (1981)
 FF0958
 FF0958                         *CURRENT SURVEY CONTROL
 FF0958  ___________________________________________________________________
 FF0958* NAD 83(1986)-  35 36 16.     (N)    091 16 57.     (W)     SCALED    
 FF0958* NAVD 88     -        68.50   (+/-2cm)     224.7    (feet)  VERTCON   
 FF0958  ___________________________________________________________________
 FF0958  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF0958
 FF0958  VERT ORDER  -  ? (See Below)
 FF0958
 FF0958.The horizontal coordinates were scaled from a topographic map and have
 FF0958.an estimated accuracy of +/- 6 seconds.
 FF0958
 FF0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0958.The vertical order pertains to the NGVD 29 superseded value.
 FF0958
 FF0958.The geoid height was determined by GEOID03.
 FF0958
 FF0958;                    North         East    Units  Estimated Accuracy
 FF0958;SPC AR N     -   141,260.      465,010.      MT  (+/- 180 meters Scaled)
 FF0958
 FF0958                          SUPERSEDED SURVEY CONTROL
 FF0958
 FF0958  NGVD 29 (??/??/??)   68.435  (m)          224.52   (f) ADJUSTED    ?  
 FF0958
 FF0958.Superseded values are not recommended for survey control.
 FF0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0958.See file dsdata.txt to determine how the superseded data were derived.
 FF0958
 FF0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV555414(NAD 83)
 FF0958_MARKER: DB = BENCH MARK DISK
 FF0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0958_SP_SET: DOOR STEP
 FF0958_STAMPING: C 9 RESET 1974
 FF0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0958+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 FF0958
 FF0958  HISTORY     - Date     Condition        Report By
 FF0958  HISTORY     - 1974     MONUMENTED       NGS
 FF0958  HISTORY     - 20020921 GOOD             USACE
 FF0958
 FF0958                          STATION DESCRIPTION
 FF0958
 FF0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0958'AT NEWPORT.
 FF0958'LOCATED AT THE JACKSON COUNTY COURTHOUSE IN NEWPORT, AT THE
 FF0958'SOUTH ENTRANCE TO THE COURTHOUSE, ON THE FIRST ELEVATED STEP,
 FF0958'THE NO. 2 (TWO) IN JACKSON COUNTY ARK. 1892.  IT IS STAMPED
 FF0958'C 9 RESET 1974.  IT IS 2.4 FEET WEST OF THE SOUTHEAST COLUMN OF
 FF0958'THE STEP, 2.6 FEET NORTH OF THE SOUTH EDGE OF THE BOTTOM METAL
 FF0958'STEP, 21 FEET NORTH OF THE NORTH CURB OF THE STREET, AND 15 FEET
 FF0958'NNW OF THE CENTER OF THE POST FOR THE SIGN (JACKSON COUNTY FIRST
 FF0958'COURTHOUSE).
 FF0958
 FF0958                          STATION RECOVERY (2002)
 FF0958
 FF0958'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1423 ***********************************************************************
 DK1423  DESIGNATION -  C 90
 DK1423  PID         -  DK1423
 DK1423  STATE/COUNTY-  AR/DREW
 DK1423  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1423
 DK1423                         *CURRENT SURVEY CONTROL
 DK1423  ___________________________________________________________________
 DK1423* NAD 83(1986)-  33 37 39.     (N)    091 47 01.     (W)     SCALED    
 DK1423* NAVD 88     -        83.676  (meters)     274.53   (feet)  ADJUSTED  
 DK1423  ___________________________________________________________________
 DK1423  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK1423  DYNAMIC HT  -          83.590 (meters)     274.24  (feet)  COMP
 DK1423  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 DK1423
 DK1423  VERT ORDER  -  SECOND    CLASS 0
 DK1423
 DK1423.The horizontal coordinates were scaled from a topographic map and have
 DK1423.an estimated accuracy of +/- 6 seconds.
 DK1423
 DK1423.The orthometric height was determined by differential leveling
 DK1423.and adjusted by the National Geodetic Survey in June 1991..
 DK1423
 DK1423.The geoid height was determined by GEOID03.
 DK1423
 DK1423.The dynamic height is computed by dividing the NAVD 88
 DK1423.geopotential number by the normal gravity value computed on the
 DK1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1423.degrees latitude (g = 980.6199 gals.).
 DK1423
 DK1423.The modeled gravity was interpolated from observed gravity values.
 DK1423
 DK1423;                    North         East    Units  Estimated Accuracy
 DK1423;SPC AR S     -   506,590.      420,080.      MT  (+/- 180 meters Scaled)
 DK1423
 DK1423                          SUPERSEDED SURVEY CONTROL
 DK1423
 DK1423  NGVD 29 (??/??/??)   83.780  (m)          274.87   (f) ADJUSTED    2 0
 DK1423
 DK1423.Superseded values are not recommended for survey control.
 DK1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1423.See file dsdata.txt to determine how the superseded data were derived.
 DK1423
 DK1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT128215(NAD 83)
 DK1423_MARKER: DB = BENCH MARK DISK
 DK1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1423_STAMPING: C 90 1935
 DK1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1423+STABILITY: SURFACE MOTION
 DK1423
 DK1423  HISTORY     - Date     Condition        Report By
 DK1423  HISTORY     - 1935     MONUMENTED       CGS
 DK1423
 DK1423                          STATION DESCRIPTION
 DK1423
 DK1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1423'IN MONTICELLO.
 DK1423'AT MONTICELLO, DREW COUNTY, 37 YARDS NORTHWEST OF THE NORTHWEST CORNER
 DK1423'OF THE MISSOURI PACIFIC RAILROAD STATION, 84 FEET SOUTH OF MILEPOST
 DK1423'445+10, AT THE SOUTHEAST CORNER, OF A VACANT LOT, 33 FEET WEST OF THE
 DK1423'CENTERLINE OF THE WEST TRACK, 12 FEET NORTH OF THE CENTERLINE OF A
 DK1423'CONCRETE SIDEWALK, 8 FEET EAST OF A LARGE OAK TREE, AND 2 FEET
 DK1423'NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 90 1935 AND
 DK1423'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0159 ***********************************************************************
 DL0159  DESIGNATION -  C 92
 DL0159  PID         -  DL0159
 DL0159  STATE/COUNTY-  AR/BRADLEY
 DL0159  USGS QUAD   -  HERMITAGE (1985)
 DL0159
 DL0159                         *CURRENT SURVEY CONTROL
 DL0159  ___________________________________________________________________
 DL0159* NAD 83(1986)-  33 23 40.     (N)    092 09 38.     (W)     SCALED    
 DL0159* NAVD 88     -        47.331  (meters)     155.29   (feet)  ADJUSTED  
 DL0159  ___________________________________________________________________
 DL0159  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DL0159  DYNAMIC HT  -          47.282 (meters)     155.12  (feet)  COMP
 DL0159  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 DL0159
 DL0159  VERT ORDER  -  SECOND    CLASS 0
 DL0159
 DL0159.The horizontal coordinates were scaled from a topographic map and have
 DL0159.an estimated accuracy of +/- 6 seconds.
 DL0159
 DL0159.The orthometric height was determined by differential leveling
 DL0159.and adjusted by the National Geodetic Survey in June 1991..
 DL0159
 DL0159.The geoid height was determined by GEOID03.
 DL0159
 DL0159.The dynamic height is computed by dividing the NAVD 88
 DL0159.geopotential number by the normal gravity value computed on the
 DL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0159.degrees latitude (g = 980.6199 gals.).
 DL0159
 DL0159.The modeled gravity was interpolated from observed gravity values.
 DL0159
 DL0159;                    North         East    Units  Estimated Accuracy
 DL0159;SPC AR S     -   480,730.      385,060.      MT  (+/- 180 meters Scaled)
 DL0159
 DL0159                          SUPERSEDED SURVEY CONTROL
 DL0159
 DL0159  NGVD 29 (??/??/92)   47.406  (m)          155.53   (f) ADJ UNCH    2 0
 DL0159
 DL0159.Superseded values are not recommended for survey control.
 DL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0159.See file dsdata.txt to determine how the superseded data were derived.
 DL0159
 DL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS780953(NAD 83)
 DL0159_MARKER: DB = BENCH MARK DISK
 DL0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0159_STAMPING: C 92 1935
 DL0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0159+STABILITY: SURFACE MOTION
 DL0159
 DL0159  HISTORY     - Date     Condition        Report By
 DL0159  HISTORY     - 1935     MONUMENTED       CGS
 DL0159  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0159
 DL0159                          STATION DESCRIPTION
 DL0159
 DL0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0159'0.9 MI N FROM INGALLS.
 DL0159'0.9 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DL0159'FROM THE STATION AT INGALLS, BRADLEY COUNTY, AT MILEAGE 20.4, 84.2
 DL0159'FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, 70.5 FEET WEST
 DL0159'OF POLE 20+4, 25.7 FEET NORTHWEST OF A FENCE CORNER, AND 1 FOOT
 DL0159'NORTHEAST OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED
 DL0159'C 92 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DL0159
 DL0159                          STATION RECOVERY (1964)
 DL0159
 DL0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1264 ***********************************************************************
 FG1264  DESIGNATION -  C 93
 FG1264  PID         -  FG1264
 FG1264  STATE/COUNTY-  AR/JOHNSON
 FG1264  USGS QUAD   -  COAL HILL (1993)
 FG1264
 FG1264                         *CURRENT SURVEY CONTROL
 FG1264  ___________________________________________________________________
 FG1264* NAD 83(1986)-  35 27 34.     (N)    093 39 06.     (W)     SCALED    
 FG1264* NAVD 88     -       168.346  (meters)     552.32   (feet)  ADJUSTED  
 FG1264  ___________________________________________________________________
 FG1264  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 FG1264  DYNAMIC HT  -         168.190 (meters)     551.80  (feet)  COMP
 FG1264  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 FG1264
 FG1264  VERT ORDER  -  SECOND    CLASS 0
 FG1264
 FG1264.The horizontal coordinates were scaled from a topographic map and have
 FG1264.an estimated accuracy of +/- 6 seconds.
 FG1264
 FG1264.The orthometric height was determined by differential leveling
 FG1264.and adjusted by the National Geodetic Survey in June 1991..
 FG1264
 FG1264.The geoid height was determined by GEOID03.
 FG1264
 FG1264.The dynamic height is computed by dividing the NAVD 88
 FG1264.geopotential number by the normal gravity value computed on the
 FG1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1264.degrees latitude (g = 980.6199 gals.).
 FG1264
 FG1264.The modeled gravity was interpolated from observed gravity values.
 FG1264
 FG1264;                    North         East    Units  Estimated Accuracy
 FG1264;SPC AR N     -   126,190.      250,090.      MT  (+/- 180 meters Scaled)
 FG1264
 FG1264                          SUPERSEDED SURVEY CONTROL
 FG1264
 FG1264  NGVD 29 (??/??/92)  168.307  (m)          552.19   (f) ADJ UNCH    2 0
 FG1264
 FG1264.Superseded values are not recommended for survey control.
 FG1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1264.See file dsdata.txt to determine how the superseded data were derived.
 FG1264
 FG1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV408241(NAD 83)
 FG1264_MARKER: DB = BENCH MARK DISK
 FG1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1264_STAMPING: C 93 1935
 FG1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1264+STABILITY: SURFACE MOTION
 FG1264
 FG1264  HISTORY     - Date     Condition        Report By
 FG1264  HISTORY     - 1935     MONUMENTED       CGS
 FG1264  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1264
 FG1264                          STATION DESCRIPTION
 FG1264
 FG1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1264'0.7 MI W FROM HARTMAN.
 FG1264'0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 FG1264'HARTMAN, JOHNSON COUNTY, 4.0 MILES NORTH ALONG A COUNTY ROAD LEADING
 FG1264'TO HUNT, IN A VALLEY BETWEEN TWO HIGH HILLS, 200 FEET NORTH OF THE
 FG1264'FOOT OF A HILL, 115 FEET WEST OF A STREAM, 26 FEET EAST OF THE
 FG1264'CENTERLINE OF THE ROAD, 8 FEET NORTH OF THE NORTH END OF A GATE, AND 2
 FG1264'FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED C 93 1935 AND SET IN
 FG1264'THE TOP OF A CONCRETE POST.
 FG1264
 FG1264                          STATION RECOVERY (1984)
 FG1264
 FG1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1404 ***********************************************************************
 FG1404  DESIGNATION -  C 94
 FG1404  PID         -  FG1404
 FG1404  STATE/COUNTY-  AR/FRANKLIN
 FG1404  USGS QUAD   -  HUNT (1963)
 FG1404
 FG1404                         *CURRENT SURVEY CONTROL
 FG1404  ___________________________________________________________________
 FG1404* NAD 83(1986)-  35 31 39.     (N)    093 44 21.     (W)     SCALED    
 FG1404* NAVD 88     -       185.395  (meters)     608.25   (feet)  ADJUSTED  
 FG1404  ___________________________________________________________________
 FG1404  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FG1404  DYNAMIC HT  -         185.221 (meters)     607.68  (feet)  COMP
 FG1404  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FG1404
 FG1404  VERT ORDER  -  SECOND    CLASS 0
 FG1404
 FG1404.The horizontal coordinates were scaled from a topographic map and have
 FG1404.an estimated accuracy of +/- 6 seconds.
 FG1404
 FG1404.The orthometric height was determined by differential leveling
 FG1404.and adjusted by the National Geodetic Survey in June 1991..
 FG1404
 FG1404.The geoid height was determined by GEOID03.
 FG1404
 FG1404.The dynamic height is computed by dividing the NAVD 88
 FG1404.geopotential number by the normal gravity value computed on the
 FG1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1404.degrees latitude (g = 980.6199 gals.).
 FG1404
 FG1404.The modeled gravity was interpolated from observed gravity values.
 FG1404
 FG1404;                    North         East    Units  Estimated Accuracy
 FG1404;SPC AR N     -   133,880.      242,280.      MT  (+/- 180 meters Scaled)
 FG1404
 FG1404                          SUPERSEDED SURVEY CONTROL
 FG1404
 FG1404  NGVD 29 (??/??/92)  185.342  (m)          608.08   (f) ADJ UNCH    2 0
 FG1404
 FG1404.Superseded values are not recommended for survey control.
 FG1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1404.See file dsdata.txt to determine how the superseded data were derived.
 FG1404
 FG1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV329317(NAD 83)
 FG1404_MARKER: DB = BENCH MARK DISK
 FG1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1404_STAMPING: C 94 1935
 FG1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1404+STABILITY: SURFACE MOTION
 FG1404
 FG1404  HISTORY     - Date     Condition        Report By
 FG1404  HISTORY     - 1935     MONUMENTED       CGS
 FG1404  HISTORY     - 1959     GOOD             NGS
 FG1404
 FG1404                          STATION DESCRIPTION
 FG1404
 FG1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1404'5.4 MI W FROM HUNT.
 FG1404'IN FRANKLIN COUNTY, 5.4 MILES WEST ALONG WIRE ROAD FROM THE WALTER
 FG1404'TEMPLE HOME AT HUNT, JOHNSON COUNTY, 0.1 MILE EAST OF THE MARBLE HILL
 FG1404'CHURCH, AT THE EAST END OF A HILL, AT THE JUNCTION OF WIRE ROAD, 97
 FG1404'FEET NORTH OF THE NORTHEAST CORNER OF THE COY SMITH FARMHOUSE ON THE
 FG1404'CHARLIE HARMON PLACE, 34 FEET EAST OF THE SOUTHEAST CORNER OF A STORE,
 FG1404'33 FEET NORTH OF THE CENTERLINE OF WIRE ROAD, 15 FEET NORTH OF A
 FG1404'SOUTHWEST FENCE, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED
 FG1404'C 94 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS
 FG1404'REACHED FROM THE NORTHEAST CORNER OF THE COURT HOUSE SQUARE AT OZARK
 FG1404'BY GOING NORTH AND NORTHEAST FOR 3.5 MILES TO FORKS, TAKE LEFT FORK
 FG1404'FOR 2.0 MILES TO ANGLING CROSSROADS, TURN RIGHT AND GO EASTERLY FOR
 FG1404'2.0 MILES TO A WHITE HOUSE ON LEFT AND MARK AT SOUTHEAST CORNER OF
 FG1404'YARD.  THE MARK IS 11 FEET NORTH OF A FENCE CORNER, 3 FEET NORTH OF A
 FG1404'POST AND JUST EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1483 ***********************************************************************
 FG1483  DESIGNATION -  C 95
 FG1483  PID         -  FG1483
 FG1483  STATE/COUNTY-  AR/JOHNSON
 FG1483  USGS QUAD   -  HUNT (1963)
 FG1483
 FG1483                         *CURRENT SURVEY CONTROL
 FG1483  ___________________________________________________________________
 FG1483* NAD 83(1986)-  35 37 10.     (N)    093 38 50.     (W)     SCALED    
 FG1483* NAVD 88     -       591.062  (meters)    1939.18   (feet)  ADJUSTED  
 FG1483  ___________________________________________________________________
 FG1483  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FG1483  DYNAMIC HT  -         590.480 (meters)    1937.27  (feet)  COMP
 FG1483  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 FG1483
 FG1483  VERT ORDER  -  SECOND    CLASS 0
 FG1483
 FG1483.The horizontal coordinates were scaled from a topographic map and have
 FG1483.an estimated accuracy of +/- 6 seconds.
 FG1483
 FG1483.The orthometric height was determined by differential leveling
 FG1483.and adjusted by the National Geodetic Survey in June 1991..
 FG1483
 FG1483.The geoid height was determined by GEOID03.
 FG1483
 FG1483.The dynamic height is computed by dividing the NAVD 88
 FG1483.geopotential number by the normal gravity value computed on the
 FG1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1483.degrees latitude (g = 980.6199 gals.).
 FG1483
 FG1483.The modeled gravity was interpolated from observed gravity values.
 FG1483
 FG1483;                    North         East    Units  Estimated Accuracy
 FG1483;SPC AR N     -   143,930.      250,790.      MT  (+/- 180 meters Scaled)
 FG1483
 FG1483                          SUPERSEDED SURVEY CONTROL
 FG1483
 FG1483  NGVD 29 (??/??/92)  590.990  (m)         1938.94   (f) ADJ UNCH    2 0
 FG1483
 FG1483.Superseded values are not recommended for survey control.
 FG1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1483.See file dsdata.txt to determine how the superseded data were derived.
 FG1483
 FG1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV413419(NAD 83)
 FG1483_MARKER: DB = BENCH MARK DISK
 FG1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1483_STAMPING: C 95 1935
 FG1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1483+STABILITY: SURFACE MOTION
 FG1483
 FG1483  HISTORY     - Date     Condition        Report By
 FG1483  HISTORY     - 1935     MONUMENTED       CGS
 FG1483  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1483
 FG1483                          STATION DESCRIPTION
 FG1483
 FG1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1483'6.5 MI SE FROM YALE.
 FG1483'6.5 MILES SOUTHEAST ALONG THE YALE-BATSON ROAD FROM THE SCHOOL AT
 FG1483'YALE, JOHNSON COUNTY, AT BATSON, 0.2 MILE SOUTH OF AN OLD LODGE HALL,
 FG1483'14 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHWEST OF A
 FG1483'FENCE, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED C 95
 FG1483'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0382 ***********************************************************************
 EJ0382  DESIGNATION -  C 96
 EJ0382  PID         -  EJ0382
 EJ0382  STATE/COUNTY-  AR/SALINE
 EJ0382  USGS QUAD   -  BRYANT (1987)
 EJ0382
 EJ0382                         *CURRENT SURVEY CONTROL
 EJ0382  ___________________________________________________________________
 EJ0382* NAD 83(1986)-  34 32 24.     (N)    092 25 13.     (W)     SCALED    
 EJ0382* NAVD 88     -       109.416  (meters)     358.98   (feet)  ADJUSTED  
 EJ0382  ___________________________________________________________________
 EJ0382  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EJ0382  DYNAMIC HT  -         109.312 (meters)     358.63  (feet)  COMP
 EJ0382  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EJ0382
 EJ0382  VERT ORDER  -  SECOND    CLASS 0
 EJ0382
 EJ0382.The horizontal coordinates were scaled from a topographic map and have
 EJ0382.an estimated accuracy of +/- 6 seconds.
 EJ0382
 EJ0382.The orthometric height was determined by differential leveling
 EJ0382.and adjusted by the National Geodetic Survey in June 1991..
 EJ0382
 EJ0382.The geoid height was determined by GEOID03.
 EJ0382
 EJ0382.The dynamic height is computed by dividing the NAVD 88
 EJ0382.geopotential number by the normal gravity value computed on the
 EJ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0382.degrees latitude (g = 980.6199 gals.).
 EJ0382
 EJ0382.The modeled gravity was interpolated from observed gravity values.
 EJ0382
 EJ0382;                    North         East    Units  Estimated Accuracy
 EJ0382;SPC AR S     -   607,860.      361,420.      MT  (+/- 180 meters Scaled)
 EJ0382
 EJ0382                          SUPERSEDED SURVEY CONTROL
 EJ0382
 EJ0382  NGVD 29 (??/??/92)  109.461  (m)          359.12   (f) ADJ UNCH    2 0
 EJ0382
 EJ0382.Superseded values are not recommended for survey control.
 EJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0382.See file dsdata.txt to determine how the superseded data were derived.
 EJ0382
 EJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU531221(NAD 83)
 EJ0382_MARKER: DB = BENCH MARK DISK
 EJ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0382_STAMPING: C 96 1935
 EJ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0382+STABILITY: SURFACE MOTION
 EJ0382
 EJ0382  HISTORY     - Date     Condition        Report By
 EJ0382  HISTORY     - 1935     MONUMENTED       CGS
 EJ0382  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0382  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0382
 EJ0382                          STATION DESCRIPTION
 EJ0382
 EJ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0382'5.8 MI SE FROM BAUXITE.
 EJ0382'5.8 MILES SOUTHEAST ALONG THE BENTON ROAD FROM BAUXITE, SALINE COUNTY,
 EJ0382'6.1 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 167, 0.8 MILE NORTHWEST
 EJ0382'OF SARDIS METHODIST CHURCH, 300 FEET WEST OF THE J. W. ANDERSON
 EJ0382'FARMHOUSE IN 1935, AT A ROAD INTERSECTION, 70 FEET NORTH OF THE
 EJ0382'CENTERLINE OF THE EAST-AND-WEST DIRT ROAD, 24 FEET EAST OF THE
 EJ0382'CENTERLINE OF THE MAIN ROAD, 60 FEET NORTH OF A 3 FOOT PINE TREE, AND
 EJ0382'4.5 FEET EAST OF THE SOUTHWEST CORNER OF A FENCE.  A STANDARD DISK,
 EJ0382'STAMPED C 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0382
 EJ0382                          STATION RECOVERY (1989)
 EJ0382
 EJ0382'RECOVERY NOTE BY US POWER SQUADRON 1989 (CS)
 EJ0382'MARK NOT FOUND.
 EJ0382
 EJ0382                          STATION RECOVERY (1998)
 EJ0382
 EJ0382'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0912 ***********************************************************************
 EJ0912  DESIGNATION -  C 98
 EJ0912  PID         -  EJ0912
 EJ0912  STATE/COUNTY-  AR/SALINE
 EJ0912  USGS QUAD   -  HASKELL (1984)
 EJ0912
 EJ0912                         *CURRENT SURVEY CONTROL
 EJ0912  ___________________________________________________________________
 EJ0912* NAD 83(1986)-  34 36 40.     (N)    092 41 51.     (W)     SCALED    
 EJ0912* NAVD 88     -       127.978  (meters)     419.87   (feet)  ADJUSTED  
 EJ0912  ___________________________________________________________________
 EJ0912  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0912  DYNAMIC HT  -         127.856 (meters)     419.47  (feet)  COMP
 EJ0912  MODELED GRAV-     979,682.0   (mgal)                       NAVD 88
 EJ0912
 EJ0912  VERT ORDER  -  SECOND    CLASS 0
 EJ0912
 EJ0912.The horizontal coordinates were scaled from a topographic map and have
 EJ0912.an estimated accuracy of +/- 6 seconds.
 EJ0912
 EJ0912.The orthometric height was determined by differential leveling
 EJ0912.and adjusted by the National Geodetic Survey in June 1991..
 EJ0912
 EJ0912.The geoid height was determined by GEOID03.
 EJ0912
 EJ0912.The dynamic height is computed by dividing the NAVD 88
 EJ0912.geopotential number by the normal gravity value computed on the
 EJ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0912.degrees latitude (g = 980.6199 gals.).
 EJ0912
 EJ0912.The modeled gravity was interpolated from observed gravity values.
 EJ0912
 EJ0912;                    North         East    Units  Estimated Accuracy
 EJ0912;SPC AR S     -   615,890.      336,030.      MT  (+/- 180 meters Scaled)
 EJ0912
 EJ0912                          SUPERSEDED SURVEY CONTROL
 EJ0912
 EJ0912  NGVD 29 (??/??/92)  127.996  (m)          419.93   (f) ADJ UNCH    2 0
 EJ0912
 EJ0912.Superseded values are not recommended for survey control.
 EJ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0912.See file dsdata.txt to determine how the superseded data were derived.
 EJ0912
 EJ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU277299(NAD 83)
 EJ0912_MARKER: DB = BENCH MARK DISK
 EJ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0912_STAMPING: C 98 1935
 EJ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0912+STABILITY: SURFACE MOTION
 EJ0912
 EJ0912  HISTORY     - Date     Condition        Report By
 EJ0912  HISTORY     - 1935     MONUMENTED       CGS
 EJ0912  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0912  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0912
 EJ0912                          STATION DESCRIPTION
 EJ0912
 EJ0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0912'9.6 MI NW FROM BENTON.
 EJ0912'9.6 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE MISSOURI PACIFIC
 EJ0912'RAILROAD STATION AT BENTON, SALINE COUNTY, 4.9 MILES EAST OF THE
 EJ0912'JUNCTION OF STATE HIGHWAY 9, AT THE TOP OF A SMALL HILL, 138 FEET EAST
 EJ0912'OF THE NORTHEAST CORNER OF THE WHITE WAY SERVICE STATION, 95 FEET EAST
 EJ0912'OF THE NORTHEAST CORNER OF THE T. L. THOMPSON RESIDENCE, 34.6 FEET
 EJ0912'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 4.8 FEET EAST OF THE
 EJ0912'NORTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED C 98 1935 AND
 EJ0912'SET IN THE TOP OF A CONCRETE POST.  NOTE-- SERVICE STATION HAS BEEN
 EJ0912'RAZED.
 EJ0912
 EJ0912                          STATION RECOVERY (1974)
 EJ0912
 EJ0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0912'MARK NOT FOUND.
 EJ0912
 EJ0912                          STATION RECOVERY (1998)
 EJ0912
 EJ0912'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0228 ***********************************************************************
 EJ0228  DESIGNATION -  C 99
 EJ0228  PID         -  EJ0228
 EJ0228  STATE/COUNTY-  AR/SALINE
 EJ0228  USGS QUAD   -  ALEXANDER (1986)
 EJ0228
 EJ0228                         *CURRENT SURVEY CONTROL
 EJ0228  ___________________________________________________________________
 EJ0228* NAD 83(1986)-  34 38 13.     (N)    092 28 31.     (W)     SCALED    
 EJ0228* NAVD 88     -       128.936  (meters)     423.02   (feet)  ADJUSTED  
 EJ0228  ___________________________________________________________________
 EJ0228  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ0228  DYNAMIC HT  -         128.816 (meters)     422.62  (feet)  COMP
 EJ0228  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 EJ0228
 EJ0228  VERT ORDER  -  SECOND    CLASS 0
 EJ0228
 EJ0228.The horizontal coordinates were scaled from a topographic map and have
 EJ0228.an estimated accuracy of +/- 6 seconds.
 EJ0228
 EJ0228.The orthometric height was determined by differential leveling
 EJ0228.and adjusted by the National Geodetic Survey in June 1991..
 EJ0228
 EJ0228.The geoid height was determined by GEOID03.
 EJ0228
 EJ0228.The dynamic height is computed by dividing the NAVD 88
 EJ0228.geopotential number by the normal gravity value computed on the
 EJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0228.degrees latitude (g = 980.6199 gals.).
 EJ0228
 EJ0228.The modeled gravity was interpolated from observed gravity values.
 EJ0228
 EJ0228;                    North         East    Units  Estimated Accuracy
 EJ0228;SPC AR S     -   618,630.      356,420.      MT  (+/- 180 meters Scaled)
 EJ0228
 EJ0228                          SUPERSEDED SURVEY CONTROL
 EJ0228
 EJ0228  NGVD 29 (??/??/92)  128.975  (m)          423.15   (f) ADJ UNCH    2 0
 EJ0228
 EJ0228.Superseded values are not recommended for survey control.
 EJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0228.See file dsdata.txt to determine how the superseded data were derived.
 EJ0228
 EJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU480329(NAD 83)
 EJ0228_MARKER: DB = BENCH MARK DISK
 EJ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0228_STAMPING: C 99 1935
 EJ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0228+STABILITY: SURFACE MOTION
 EJ0228
 EJ0228  HISTORY     - Date     Condition        Report By
 EJ0228  HISTORY     - 1935     MONUMENTED       CGS
 EJ0228  HISTORY     - 19850725 MARK NOT FOUND   USGS
 EJ0228  HISTORY     - 19850725 MARK NOT FOUND   USGS
 EJ0228  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0228  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0228
 EJ0228                          STATION DESCRIPTION
 EJ0228
 EJ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0228'IN COLLEGEVILLE.
 EJ0228'AT COLLEGEVILLE, SALINE COUNTY, 125 FEET NORTH OF THE SOUTHEAST CORNER
 EJ0228'OF PINECREST MEMORIAL PARK, 138 FEET NORTH OF THE CENTERLINE OF U.S.
 EJ0228'HIGHWAY 70, 16.3 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD LEADING
 EJ0228'NORTH, 5.5 FEET WEST OF A POWER LINE BRACE POLE, AND 1.3 FEET EAST OF
 EJ0228'A FENCE.  A STANDARD DISK, STAMPED C 99 1935 AND SET IN THE TOP OF A
 EJ0228'CONCRETE POST.
 EJ0228
 EJ0228                          STATION RECOVERY (1985)
 EJ0228
 EJ0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DNB)
 EJ0228'MARK NOT FOUND.
 EJ0228
 EJ0228                          STATION RECOVERY (1985)
 EJ0228
 EJ0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DN)
 EJ0228'MARK NOT FOUND.
 EJ0228
 EJ0228                          STATION RECOVERY (1989)
 EJ0228
 EJ0228'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0228'MARK NOT FOUND.
 EJ0228
 EJ0228                          STATION RECOVERY (1990)
 EJ0228
 EJ0228'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1797 ***********************************************************************
 FF1797  DESIGNATION -  CA 21
 FF1797  PID         -  FF1797
 FF1797  STATE/COUNTY-  AR/INDEPENDENCE
 FF1797  USGS QUAD   -  NEWARK (1981)
 FF1797
 FF1797                         *CURRENT SURVEY CONTROL
 FF1797  ___________________________________________________________________
 FF1797* NAD 83(1997)-  35 42 48.62781(N)    091 25 35.60227(W)     ADJUSTED  
 FF1797* NAVD 88     -       108.25   (+/-2cm)     355.2    (feet)  VERTCON   
 FF1797  ___________________________________________________________________
 FF1797  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FF1797  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FF1797
 FF1797  HORZ ORDER  -  THIRD
 FF1797  VERT ORDER  -  THIRD ? (See Below)
 FF1797
 FF1797.The horizontal coordinates were established by classical geodetic methods
 FF1797.and adjusted by the National Geodetic Survey in September 1999..
 FF1797.No horizontal observational check was made to the station.
 FF1797
 FF1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1797.The vertical order pertains to the NGVD 29 superseded value.
 FF1797
 FF1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1797
 FF1797.The geoid height was determined by GEOID03.
 FF1797
 FF1797;                    North         East     Units Scale Factor Converg.
 FF1797;SPC AR N     -   153,270.185   451,886.683   MT  0.99993847   +0 20 01.3
 FF1797;SPC AR N     -   502,853.93  1,482,564.89   sFT  0.99993847   +0 20 01.3
 FF1797;UTM  15      - 3,953,313.979   642,327.639   MT  0.99984962   +0 55 07.0
 FF1797
 FF1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1797!SPC AR N     -   0.99998733  x   0.99993847  =   0.99992580
 FF1797!UTM  15      -   0.99998733  x   0.99984962  =   0.99983695
 FF1797
 FF1797                          SUPERSEDED SURVEY CONTROL
 FF1797
 FF1797  NAD 83(1997)-  35 42 48.63671(N)    091 25 35.60216(W) AD(       ) 3
 FF1797  NAD 83(1986)-  35 42 48.63944(N)    091 25 35.60231(W) AD(       ) 3
 FF1797  NAD 27      -  35 42 48.36070(N)    091 25 35.12460(W) AD(       ) 3
 FF1797  NGVD 29 (07/19/86)  108.18   (m)          354.9    (f) LEVELING    3  
 FF1797
 FF1797.Superseded values are not recommended for survey control.
 FF1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1797.See file dsdata.txt to determine how the superseded data were derived.
 FF1797
 FF1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4232853314(NAD 83)
 FF1797_MARKER: DB = BENCH MARK DISK
 FF1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1797+STABILITY: SURFACE MOTION
 FF1797
 FF1797  HISTORY     - Date     Condition        Report By
 FF1797  HISTORY     - 1954     MONUMENTED       USGS
 FF1797
 FF1797                          STATION DESCRIPTION
 FF1797
 FF1797'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (JCM)
 FF1797'THE STATION IS ABOUT 1 MILE NORTHEAST OF NEWARK, 100 YARDS
 FF1797'SOUTH OF A GRAVEL ROAD, 250 FEET EAST OF THE SOUTHEAST CORNER
 FF1797'OF A BARN AND 1 FOOT SOUTH OF A WIRE FENCE.
 FF1797'
 FF1797'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 FF1797'NEWARK AND THE DISTANCE WAS FOUND TO BE 185.06 FEET 56.407
 FF1797'METERS WEST OF THE TRIANGULATION STATION.  THE MARK IS A STANDARD
 FF1797'U.S. GEOLOGICAL BENCH MARK DISK SET IN THE TOP OF A 6-INCH
 FF1797'SQUARE CONCRETE POST AND THE DISK IS STAMPED CA 21 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0685 ***********************************************************************
 GF0685  DESIGNATION -  CAA TRANSIT POINT ONE
 GF0685  PID         -  GF0685
 GF0685  STATE/COUNTY-  AR/BAXTER
 GF0685  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0685
 GF0685                         *CURRENT SURVEY CONTROL
 GF0685  ___________________________________________________________________
 GF0685* NAD 83(1997)-  36 17 58.66641(N)    092 27 30.22850(W)     ADJUSTED  
 GF0685* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 GF0685  ___________________________________________________________________
 GF0685  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 GF0685  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0685
 GF0685  HORZ ORDER  -  SECOND
 GF0685
 GF0685.The horizontal coordinates were established by classical geodetic methods
 GF0685.and adjusted by the National Geodetic Survey in September 1999..
 GF0685
 GF0685.The orthometric height was scaled from a topographic map.
 GF0685
 GF0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0685
 GF0685.The geoid height was determined by GEOID03.
 GF0685
 GF0685;                    North         East     Units Scale Factor Converg.
 GF0685;SPC AR N     -   218,248.382   358,825.746   MT  1.00001378   -0 16 00.3
 GF0685;SPC AR N     -   716,036.57  1,177,247.47   sFT  1.00001378   -0 16 00.3
 GF0685;UTM  15      - 4,017,318.651   548,628.308   MT  0.99962913   +0 19 14.3
 GF0685
 GF0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0685!SPC AR N     -   0.99996693  x   1.00001378  =   0.99998071
 GF0685!UTM  15      -   0.99996693  x   0.99962913  =   0.99959607
 GF0685
 GF0685                          SUPERSEDED SURVEY CONTROL
 GF0685
 GF0685  NAD 83(1986)-  36 17 58.68008(N)    092 27 30.22953(W) AD(       ) 2
 GF0685  NAD 27      -  36 17 58.43600(N)    092 27 29.65400(W) AD(       ) 2
 GF0685
 GF0685.Superseded values are not recommended for survey control.
 GF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0685.See file dsdata.txt to determine how the superseded data were derived.
 GF0685
 GF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4862817319(NAD 83)
 GF0685_MARKER: DD = SURVEY DISK
 GF0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0685+STABILITY: SURFACE MOTION
 GF0685
 GF0685  HISTORY     - Date     Condition        Report By
 GF0685  HISTORY     - 1953     MONUMENTED       CGS
 GF0685
 GF0685                          STATION DESCRIPTION
 GF0685
 GF0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GF0685'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME,
 GF0685'GO SOUTHWESTERLY ON U. S. HIGHWAY 62 FOR 4.8 MILES TO A TOURIST
 GF0685'COURT ON THE LEFT, CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.3 MILE
 GF0685'TO A GRAVELED ROAD LEADING WEST, TURN RIGHT AND GO WEST
 GF0685'0.3 MILE TO A GATE AND THE AZIMUTH MARK, THENCE NORTHWEST
 GF0685'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 GF0685'
 GF0685'A BRONZE TABLET OF THE CIVIL AERONAUTICS
 GF0685'ADMINISTRATION SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GF0685'POST THAT PROJECTS 3 INCHES.  IT IS 39.5 FEET SOUTH OF THE
 GF0685'SOUTHWEST CORNER OF THE POWER PLANT BUILDING AND 4 FEET
 GF0685'SOUTH OF THE BOARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0683 ***********************************************************************
 GF0683  DESIGNATION -  CAA TRANSIT POINT TWO
 GF0683  PID         -  GF0683
 GF0683  STATE/COUNTY-  AR/BAXTER
 GF0683  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0683
 GF0683                         *CURRENT SURVEY CONTROL
 GF0683  ___________________________________________________________________
 GF0683* NAD 83(1997)-  36 17 57.77886(N)    092 27 30.50961(W)     ADJUSTED  
 GF0683* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 GF0683  ___________________________________________________________________
 GF0683  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 GF0683  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0683
 GF0683  HORZ ORDER  -  SECOND
 GF0683
 GF0683.The horizontal coordinates were established by classical geodetic methods
 GF0683.and adjusted by the National Geodetic Survey in September 1999..
 GF0683
 GF0683.The orthometric height was scaled from a topographic map.
 GF0683
 GF0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0683
 GF0683.The geoid height was determined by GEOID03.
 GF0683
 GF0683;                    North         East     Units Scale Factor Converg.
 GF0683;SPC AR N     -   218,221.057   358,818.605   MT  1.00001372   -0 16 00.4
 GF0683;SPC AR N     -   715,946.92  1,177,224.04   sFT  1.00001372   -0 16 00.4
 GF0683;UTM  15      - 4,017,291.265   548,621.450   MT  0.99962913   +0 19 14.1
 GF0683
 GF0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0683!SPC AR N     -   0.99996693  x   1.00001372  =   0.99998065
 GF0683!UTM  15      -   0.99996693  x   0.99962913  =   0.99959607
 GF0683
 GF0683                          SUPERSEDED SURVEY CONTROL
 GF0683
 GF0683  NAD 83(1986)-  36 17 57.79253(N)    092 27 30.51064(W) AD(       ) 2
 GF0683  NAD 27      -  36 17 57.54800(N)    092 27 29.93500(W) AD(       ) 2
 GF0683
 GF0683.Superseded values are not recommended for survey control.
 GF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0683.See file dsdata.txt to determine how the superseded data were derived.
 GF0683
 GF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4862117291(NAD 83)
 GF0683_MARKER: DD = SURVEY DISK
 GF0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0683+STABILITY: SURFACE MOTION
 GF0683
 GF0683  HISTORY     - Date     Condition        Report By
 GF0683  HISTORY     - 1953     MONUMENTED       CGS
 GF0683
 GF0683                          STATION DESCRIPTION
 GF0683
 GF0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GF0683'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME,
 GF0683'GO SOUTHWESTERLY ON U. S. HIGHWAY 62 FOR 4.8 MILES TO A TOURIST
 GF0683'COURT ON THE LEFT, CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.3 MILE
 GF0683'TO A GRAVELED ROAD LEADING WEST, TURN RIGHT AND GO WEST
 GF0683'0.3 MILE TO A GATE AND THE AZIMUTH MARK, THENCE NORTHWEST
 GF0683'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 GF0683'
 GF0683'A BRONZE TABLET OF THE CIVIL AERONAUTICS
 GF0683'ADMINISTRATION SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GF0683'THAT PROJECTS 2 INCHES.  IT IS 5 FEET NORTH OF THE BOARD
 GF0683'FENCE AND 37.7 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GF0683'POWER PLANT BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1867 ***********************************************************************
 FG1867  DESIGNATION -  CABIN
 FG1867  PID         -  FG1867
 FG1867  STATE/COUNTY-  AR/JOHNSON
 FG1867  USGS QUAD   -  CLARKSVILLE (1993)
 FG1867
 FG1867                         *CURRENT SURVEY CONTROL
 FG1867  ___________________________________________________________________
 FG1867* NAD 83(1997)-  35 25 57.58254(N)    093 24 34.93131(W)     ADJUSTED  
 FG1867* NAVD 88     -       164.1    (meters)     538.     (feet)  VERTCON   
 FG1867  ___________________________________________________________________
 FG1867  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 FG1867  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FG1867
 FG1867  HORZ ORDER  -  FIRST
 FG1867
 FG1867.The horizontal coordinates were established by classical geodetic methods
 FG1867.and adjusted by the National Geodetic Survey in September 1999..
 FG1867
 FG1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1867
 FG1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1867
 FG1867.The geoid height was determined by GEOID03.
 FG1867
 FG1867;                    North         East     Units Scale Factor Converg.
 FG1867;SPC AR N     -   122,877.170   272,003.964   MT  0.99993942   -0 49 13.1
 FG1867;SPC AR N     -   403,139.52    892,399.67   sFT  0.99993942   -0 49 13.1
 FG1867;UTM  15      - 3,921,102.416   462,811.662   MT  0.99961704   -0 14 15.1
 FG1867
 FG1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1867!SPC AR N     -   0.99997882  x   0.99993942  =   0.99991824
 FG1867!UTM  15      -   0.99997882  x   0.99961704  =   0.99959587
 FG1867
 FG1867|---------------------------------------------------------------------|
 FG1867| PID    Reference Object                     Distance      Geod. Az  |
 FG1867|                                                           dddmmss.s |
 FG1867| CI1337 CABIN RM 1                            6.663 METERS 11426     |
 FG1867| CI1336 CABIN AZ MK                                        3005125.6 |
 FG1867| CI1338 CABIN RM 2                           17.923 METERS 32410     |
 FG1867|---------------------------------------------------------------------|
 FG1867
 FG1867                          SUPERSEDED SURVEY CONTROL
 FG1867
 FG1867  NAD 83(1997)-  35 25 57.59374(N)    093 24 34.92989(W) AD(       ) 1
 FG1867  NAD 83(1986)-  35 25 57.59337(N)    093 24 34.92946(W) AD(       ) 1
 FG1867  NAD 27      -  35 25 57.29341(N)    093 24 34.27715(W) AD(       ) 1
 FG1867  NGVD 29 (07/19/86)  164.1    (m)          538.     (f) VERT ANG       
 FG1867
 FG1867.Superseded values are not recommended for survey control.
 FG1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1867.See file dsdata.txt to determine how the superseded data were derived.
 FG1867
 FG1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6281221102(NAD 83)
 FG1867_MARKER: DS = TRIANGULATION STATION DISK
 FG1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1867
 FG1867  HISTORY     - Date     Condition        Report By
 FG1867  HISTORY     - 1971     MONUMENTED       NGS
 FG1867
 FG1867                          STATION DESCRIPTION
 FG1867
 FG1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1867'THE STATION IS ABOUT 3-1/4 MILES EAST AND 2-1/2 MILES SOUTH OF
 FG1867'CLARKSVILLE, 2-1/4 MILES WEST AND 3-3/4 MILES NORTH OF KNOXVILLE, IN
 FG1867'THE SOUTHEAST 1/4 OF SEC. 14, T. 9 N. R. 23 W., ON THE NORTHEAST
 FG1867'SIDE OF INTERSTATE HIGHWAY 40 AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 FG1867'
 FG1867'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND
 FG1867'INTERSTATE HIGHWAY 40, ABOUT 1-1/2 MILES SOUTH OF LAMAR, GO
 FG1867'NORTHWEST ON INTERSTATE HIGHWAY 40 FOR 2.0 MILES TO THE TOP OF A
 FG1867'RISE AND THE STATION ON THE RIGHT.
 FG1867'
 FG1867'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 FG1867'INTERSTATE HIGHWAY 40 FOR 0.2 MILE TO AN OVERPASS OVER INTERSTATE
 FG1867'HIGHWAY 40 AND THE MARK ON THE LEFT.
 FG1867'
 FG1867'STATION MARK IS A STANDARD DISK, STAMPED CABIN 1971, SET IN THE TOP
 FG1867'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW THE
 FG1867'GROUND SURFACE.  IT IS 92.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 FG1867'WEST BOUND LANE OF INTERSTATE HIGHWAY 40, 33.9 FEET SOUTH OF A
 FG1867'WITNESS POST AND 9.5 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE.  THE
 FG1867'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 FG1867'BELOW THE GROUND SURFACE.
 FG1867'
 FG1867'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CABIN NO 1 1971, SET IN
 FG1867'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1867'WITH THE GROUND SURFACE.  IT IS 98.0 FEET NORTHEAST OF THE
 FG1867'CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 40, 53.0
 FG1867'FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 1.0 FOOT
 FG1867'SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND ABOUT 1 FOOT LOWER
 FG1867'THAN THE STATION.
 FG1867'
 FG1867'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CABIN NO 2 1971, SET IN
 FG1867'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1867'WITH THE GROUND SURFACE.  IT IS 106.0 FEET NORTHEAST OF THE
 FG1867'CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 40, 25.6
 FG1867'FEET NORTH-NORTHWEST OF THE WITNESS POST, 1.5 FEET
 FG1867'SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND ABOUT 1 FOOT HIGHER
 FG1867'THAN THE STATION.
 FG1867'
 FG1867'AZIMUTH MARK IS A STANDARD DISK, STAMPED CABIN 1971, CEMENTED IN A
 FG1867'DRILL HOLE IN THE SOUTHEAST BRIDGE ABUTMENT OF A CONCRETE BRIDGE.
 FG1867'IT IS 100.0 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE
 FG1867'OF INTERSTATE HIGHWAY 40, 46.0 FEET NORTH OF A POWER LINE POLE,
 FG1867'19.0 FEET SOUTHEAST OF THE CENTERLINE OF LAMAR ROAD AND 1.0 FOOT
 FG1867'NORTHWEST OF A HIGHWAY RIGHT-OF-WAY FENCE POST.
 FG1867'
 FG1867'NOTE--THE UNDERGROUND MARK IS STAMPED CABIN 1971.
 FG1867'
 FG1867'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2930 ***********************************************************************
 EH2930  DESIGNATION -  CACHE
 EH2930  PID         -  EH2930
 EH2930  STATE/COUNTY-  AR/MONROE
 EH2930  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH2930
 EH2930                         *CURRENT SURVEY CONTROL
 EH2930  ___________________________________________________________________
 EH2930* NAD 83(1997)-  34 46 01.25856(N)    091 16 48.42252(W)     ADJUSTED  
 EH2930* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 EH2930  ___________________________________________________________________
 EH2930  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 EH2930  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2930
 EH2930  HORZ ORDER  -  FIRST
 EH2930
 EH2930.The horizontal coordinates were established by classical geodetic methods
 EH2930.and adjusted by the National Geodetic Survey in September 1999..
 EH2930
 EH2930.The orthometric height was scaled from a topographic map.
 EH2930
 EH2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2930
 EH2930.The geoid height was determined by GEOID03.
 EH2930
 EH2930;                    North         East     Units Scale Factor Converg.
 EH2930;SPC AR S     -   633,194.386   465,901.956   MT  1.00000008   +0 24 10.5
 EH2930;SPC AR S     - 2,077,405.25  1,528,546.67   sFT  1.00000008   +0 24 10.5
 EH2930;UTM  15      - 3,848,553.868   657,394.015   MT  0.99990534   +0 58 51.4
 EH2930
 EH2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2930!SPC AR S     -   0.99999527  x   1.00000008  =   0.99999535
 EH2930!UTM  15      -   0.99999527  x   0.99990534  =   0.99990061
 EH2930
 EH2930|---------------------------------------------------------------------|
 EH2930| PID    Reference Object                     Distance      Geod. Az  |
 EH2930|                                                           dddmmss.s |
 EH2930| CY5357 CACHE RM 1                           41.462 METERS 24539     |
 EH2930| CY5356 CACHE AZ MK                                        2692802.0 |
 EH2930| CY5358 CACHE RM 2                           33.303 METERS 33706     |
 EH2930|---------------------------------------------------------------------|
 EH2930
 EH2930                          SUPERSEDED SURVEY CONTROL
 EH2930
 EH2930  NAD 83(1986)-  34 46 01.26533(N)    091 16 48.41931(W) AD(       ) 1
 EH2930  NAD 27      -  34 46 00.92160(N)    091 16 47.96356(W) AD(       ) 1
 EH2930
 EH2930.Superseded values are not recommended for survey control.
 EH2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2930.See file dsdata.txt to determine how the superseded data were derived.
 EH2930
 EH2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5739448554(NAD 83)
 EH2930_MARKER: DS = TRIANGULATION STATION DISK
 EH2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2930
 EH2930  HISTORY     - Date     Condition        Report By
 EH2930  HISTORY     - 1965     MONUMENTED       CGS
 EH2930
 EH2930                          STATION DESCRIPTION
 EH2930
 EH2930'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2930'THE STATION IS 10 MILES SOUTHWEST OF BRINKLEY, 5 MILES NORTH
 EH2930'OF CLARENDON ON PROPERTY OWNED BY MR. QUINCY MURPHY.
 EH2930'
 EH2930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 EH2930'STATE HIGHWAY 17, 4 MILES SOUTHWEST OF BRINKLEY, GO SOUTH ON
 EH2930'HIGHWAY 17 FOR 4.2 MILES TO A SIDE ROAD (STATE HIGHWAY 241).
 EH2930'TURN RIGHT AND GO WEST ON HIGHWAY 241 (GRAVELED) FOR 2.3 MILES
 EH2930'TO A T-ROAD (HIGHWAY 241 TURNS SOUTH).  TURN LEFT AND GO SOUTH
 EH2930'ON HIGHWAY 241 FOR 1.05 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 EH2930'LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.05 MILE TO THE AZIMUTH
 EH2930'MARK ON THE RIGHT BY A POWER POLE.  CONTINUE EAST ON THE
 EH2930'GRAVEL ROAD FOR 0.45 MILE TO MR. MURPHYS HOME AND THE STATION
 EH2930'ON THE LEFT.
 EH2930'
 EH2930'STATION MARKS ARE STANDARD DISKS STAMPED CACHE 1965.  THE
 EH2930'SURFACE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 EH2930'IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 170 FEET
 EH2930'EAST OF THE SOUTHEAST CORNER OF MR. MURPHYS HOME, 137 FEET
 EH2930'NORTHEAST OF A POWER POLE, 101 FEET SOUTH OF THE SOUTHEAST
 EH2930'CORNER OF AN IMPLEMENT SHED, 85 FEET SOUTHEAST OF A POWER POLE
 EH2930'WITH A STREET LIGHT ON IT, 58 FEET NORTHWEST OF A POWER POLE
 EH2930'WITH A TRANSFORMER NEAR ITS TOP AND 49 FEET NORTH OF THE
 EH2930'CENTER LINE OF THE GRAVEL ROAD.  THE UNDERGROUND DISK IS SET
 EH2930'IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE
 EH2930'SURFACE OF THE GROUND.
 EH2930'
 EH2930'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CACHE NO 1 1965
 EH2930'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2930'THE SURFACE OF THE GROUND.  IT IS 87 FEET SOUTHEAST OF THE
 EH2930'SOUTHEAST CORNER OF MR. MURPHYS HOME, 17 FEET SOUTH OF THE
 EH2930'CENTER OF THE GRAVEL ROAD AND 1 FOOT EAST OF A POWER POLE.
 EH2930'
 EH2930'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CACHE NO 2
 EH2930'1965 IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2930'THE SURFACE OF THE GROUND.  IT IS 37 FEET WEST OF THE SOUTHEAST
 EH2930'CORNER OF THE IMPLEMENT SHED, 29 FEET NORTH-NORTHEAST OF A
 EH2930'GASOLINE PUMP, 25 FEET NORTH OF THE POWER POLE WITH THE STREET
 EH2930'LIGHT ON IT AND 2 FEET SOUTH OF THE SOUTH SIDE OF THE
 EH2930'IMPLEMENT SHED.
 EH2930'
 EH2930'AZIMUTH MARK, A STANDARD DISK STAMPED CACHE 1965 IS SET IN
 EH2930'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE
 EH2930'THE SURFACE OF THE GROUND.  IT IS 16 FEET SOUTH OF THE CENTER OF
 EH2930'THE GRAVEL ROAD AND 2 FEET EAST OF A POWER POLE.
 EH2930'
 EH2930'NOTE- REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE
 EH2930'PULLINF 7 KG. TAPE TENSION.
 EH2930'
 EH2930'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1036 ***********************************************************************
 GE1036  DESIGNATION -  CACHE
 GE1036  PID         -  GE1036
 GE1036  STATE/COUNTY-  AR/LAWRENCE
 GE1036  USGS QUAD   -  WALNUT RIDGE SE (1992)
 GE1036
 GE1036                         *CURRENT SURVEY CONTROL
 GE1036  ___________________________________________________________________
 GE1036* NAD 83(1997)-  36 07 01.58666(N)    090 50 29.78309(W)     ADJUSTED  
 GE1036* NAVD 88     -        81.95   (+/-2cm)     268.9    (feet)  VERTCON   
 GE1036  ___________________________________________________________________
 GE1036  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GE1036  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GE1036
 GE1036  HORZ ORDER  -  FIRST
 GE1036  VERT ORDER  -  THIRD ? (See Below)
 GE1036
 GE1036.The horizontal coordinates were established by classical geodetic methods
 GE1036.and adjusted by the National Geodetic Survey in September 1999..
 GE1036
 GE1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1036.The vertical order pertains to the NGVD 29 superseded value.
 GE1036
 GE1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1036
 GE1036.The geoid height was determined by GEOID03.
 GE1036
 GE1036;                    North         East     Units Scale Factor Converg.
 GE1036;SPC AR N     -   198,512.899   504,285.814   MT  0.99997909   +0 40 26.6
 GE1036;SPC AR N     -   651,287.74  1,654,477.71   sFT  0.99997909   +0 40 26.6
 GE1036;UTM  15      - 3,999,094.811   694,257.011   MT  1.00006498   +1 16 21.5
 GE1036
 GE1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1036!SPC AR N     -   0.99999156  x   0.99997909  =   0.99997065
 GE1036!UTM  15      -   0.99999156  x   1.00006498  =   1.00005654
 GE1036
 GE1036|---------------------------------------------------------------------|
 GE1036| PID    Reference Object                     Distance      Geod. Az  |
 GE1036|                                                           dddmmss.s |
 GE1036| CI3177 CACHE RM 1                           32.128 METERS 23009     |
 GE1036| CI3176 CACHE AZ MK                                        2730150.0 |
 GE1036| CI3178 CACHE RM 2                           32.054 METERS 31912     |
 GE1036|---------------------------------------------------------------------|
 GE1036
 GE1036                          SUPERSEDED SURVEY CONTROL
 GE1036
 GE1036  NAD 83(1986)-  36 07 01.59711(N)    090 50 29.78290(W) AD(       ) 1
 GE1036  NAD 27      -  36 07 01.34850(N)    090 50 29.36210(W) AD(       ) 1
 GE1036  NGVD 29 (07/19/86)   81.88   (m)          268.6    (f) LEVELING    3  
 GE1036
 GE1036.Superseded values are not recommended for survey control.
 GE1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1036.See file dsdata.txt to determine how the superseded data were derived.
 GE1036
 GE1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9425799095(NAD 83)
 GE1036_MARKER: DS = TRIANGULATION STATION DISK
 GE1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1036
 GE1036  HISTORY     - Date     Condition        Report By
 GE1036  HISTORY     - 1953     MONUMENTED       CGS
 GE1036
 GE1036                          STATION DESCRIPTION
 GE1036
 GE1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1036'THE STATION IS ABOUT 6-1/2 MILES EAST AND 3-1/2 MILES NORTH
 GE1036'OF WALNUT RIDGE IN A SMALL GRASSED PLOT ON LAND OWNED BY MR.
 GE1036'THURLO DAVIS.  IT IS 86.0 FEET EAST-SOUTHEAST OF THE NORTHEAST
 GE1036'CORNER OF A BARN LOT, 56.0 FEET SOUTH OF THE CENTER OF A
 GE1036'GRAVELED ROAD AND 47.0 FEET WEST OF A YARD FENCE.  IT IS
 GE1036'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CACHE
 GE1036'1953.
 GE1036'
 GE1036'REFERENCE MARK NO. 1 IS 11.0 FEET WEST OF THE CENTER OF A LANE
 GE1036'ROAD AND 1.5 FEET EAST OF A BARN LOT FENCE.  IT IS SET FLUSH WITH
 GE1036'THE SURFACE OF THE GROUND AND IS STAMPED CACHE NO 1 1953.
 GE1036'
 GE1036'REFERENCE MARK NO. 2 IS 22.0 FEET NORTH OF THE CENTER OF
 GE1036'A GRAVELED ROAD, 4.0 FEET SOUTH OF A WOVEN WIRE FENCE AND
 GE1036'1.5 FEET EAST OF A POWERLINE TRANSFORMER POLE.  IT IS SET
 GE1036'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CACHE NO 2
 GE1036'1953.
 GE1036'
 GE1036'THE AZIMUTH MARK IS 46.0 FEET EAST OF THE CENTER OF A GRAVELED
 GE1036'ROAD, 24.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 GE1036'13.0 FEET EAST OF A FENCE CORNER AND 1.5 FEET EAST OF A
 GE1036'WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED CACHE 1953.
 GE1036'
 GE1036'TO REACH THE STATION FROM THE POST OFFICE IN WALNUT RIDGE,
 GE1036'GO SOUTHEAST ON THE MAIN STREET FOR 2 BLOCKS TO THE JUNCTION
 GE1036'OF U.S. HIGHWAY NO. 63 AND STATE ROUTE NO. 25.  HERE GO
 GE1036'SOUTHEAST AND EASTERLY ON STATE ROUTE NO. 25 FOR 7.5 MILES
 GE1036'TO A GRAVEL ROAD ON THE LEFT.  HERE TURN SHARP LEFT AND GO NORTH,
 GE1036'NORTHWESTERLY AND WEST FOR 1.95 MILES TO A T ROAD RIGHT JUST
 GE1036'WEST OF A LARGE WHITE BUILDING, TURN RIGHT AND GO NORTH
 GE1036'ON A GRAVELED ROAD FOR 2.35 MILES TO A T ROAD RIGHT AND THE
 GE1036'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN RIGHT AND GO
 GE1036'EAST ON A GRAVELED ROAD FOR 0.6 MILE TO A GROUP OF FARM
 GE1036'BUILDINGS ON THE RIGHT AND THE STATION IN AN OPEN AREA
 GE1036'BETWEEN THE HOUSE AND BARN AS DESCRIBED.
 GE1036'
 GE1036'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1969 ***********************************************************************
 EJ1969  DESIGNATION -  CADDO
 EJ1969  PID         -  EJ1969
 EJ1969  STATE/COUNTY-  AR/CLARK
 EJ1969  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1969
 EJ1969                         *CURRENT SURVEY CONTROL
 EJ1969  ___________________________________________________________________
 EJ1969* NAD 83(1997)-  34 10 41.67226(N)    093 04 14.47212(W)     ADJUSTED  
 EJ1969* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EJ1969  ___________________________________________________________________
 EJ1969  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 EJ1969  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ1969
 EJ1969  HORZ ORDER  -  FIRST
 EJ1969
 EJ1969.The horizontal coordinates were established by classical geodetic methods
 EJ1969.and adjusted by the National Geodetic Survey in September 1999..
 EJ1969
 EJ1969.The orthometric height was scaled from a topographic map.
 EJ1969
 EJ1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1969
 EJ1969.The geoid height was determined by GEOID03.
 EJ1969
 EJ1969;                    North         East     Units Scale Factor Converg.
 EJ1969;SPC AR S     -   568,168.689   301,301.455   MT  0.99992161   -0 35 57.3
 EJ1969;SPC AR S     - 1,864,066.77    988,519.86   sFT  0.99992161   -0 35 57.3
 EJ1969;UTM  15      - 3,781,921.674   493,485.902   MT  0.99960052   -0 02 23.0
 EJ1969
 EJ1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1969!SPC AR S     -   0.99999449  x   0.99992161  =   0.99991610
 EJ1969!UTM  15      -   0.99999449  x   0.99960052  =   0.99959501
 EJ1969
 EJ1969:                Primary Azimuth Mark                     Grid Az
 EJ1969:SPC AR S     -  CADDO AZ MK                              001 20 22.9
 EJ1969:UTM  15      -  CADDO AZ MK                              000 46 48.6
 EJ1969
 EJ1969|---------------------------------------------------------------------|
 EJ1969| PID    Reference Object                     Distance      Geod. Az  |
 EJ1969|                                                           dddmmss.s |
 EJ1969| CX5105 CADDO AZ MK                                        0004425.6 |
 EJ1969| CX5107 CADDO RM 2                           38.710 METERS 05147     |
 EJ1969| EJ1970 CR H3                                 6.537 METERS 22043     |
 EJ1969| EJ1983 CHALYBEATE MTN FIRE LOT 3           APPROX.15.4 KM 2800205.5 |
 EJ1969| CX5106 CADDO RM 1                           34.213 METERS 35618     |
 EJ1969|---------------------------------------------------------------------|
 EJ1969
 EJ1969                          SUPERSEDED SURVEY CONTROL
 EJ1969
 EJ1969  NAD 83(1986)-  34 10 41.68238(N)    093 04 14.46384(W) AD(       ) 1
 EJ1969  NAD 27      -  34 10 41.34800(N)    093 04 13.83600(W) AD(       ) 1
 EJ1969
 EJ1969.Superseded values are not recommended for survey control.
 EJ1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1969.See file dsdata.txt to determine how the superseded data were derived.
 EJ1969
 EJ1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9348681922(NAD 83)
 EJ1969_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EJ1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1969
 EJ1969  HISTORY     - Date     Condition        Report By
 EJ1969  HISTORY     - 1941     MONUMENTED       CGS
 EJ1969  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1969
 EJ1969                          STATION DESCRIPTION
 EJ1969
 EJ1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1969'STATION IS ON PROPERTY OWNED BY MR. JOHN T. GOLDEN, AT THE
 EJ1969'SW CORNER OF A FIELD, ABOUT 4 MILES N OF THE TOWN OF ARKADELPHIA.
 EJ1969'
 EJ1969'STATION MARK IS STAMPED CADDO 1941 AND IS SET 12 INCHES
 EJ1969'UNDERGROUND.  IT IS 90 FEET E OF THE CENTER OF U.S. HIGHWAY
 EJ1969'67, 11.3 FEET E OF A FENCE, 15 FEET N OF A FENCE, 23 FEET
 EJ1969'NE OF A FENCE CORNER AND 12.3 FEET E OF A WHITE REFERENCE
 EJ1969'POST.
 EJ1969'
 EJ1969'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1969'BRONZE DISKS, SET IN CONCRETE AS DESCRIBED.
 EJ1969'
 EJ1969'REFERENCE MARK NO. 1 IS STAMPED CADDO NO. 1, 1941 AND PROJECTS
 EJ1969'6 INCHES.  IT IS 1 FOOT E OF A FENCE, AND 79 FEET E OF THE
 EJ1969'CENTER OF U.S. HIGHWAY 67.
 EJ1969'
 EJ1969'REFERENCE MARK NO. 2 IS STAMPED CADDO NO. 2, 1941 AND PROJECTS
 EJ1969'6 INCHES.  IT IS 0.5 FOOT SE OF A FENCE AND 140 FEET E OF
 EJ1969'A FENCE CORNER.
 EJ1969'
 EJ1969'THE AZIMUTH MARK IS STAMPED CADDO 1941 AND PROJECTS 4 INCHES.
 EJ1969'IT IS 36 FEET E OF THE CENTER OF STATE HIGHWAY 7, 4.4 FEET
 EJ1969'S OF A WHITE REFERENCE POST, 108 FEET N OF THE NW CORNER
 EJ1969'OF A CITIES SERVICE STATION, 30 FEET SW OF A FENCE CORNER
 EJ1969'AND 0.1 MILE N OF THE JUNCTION OF STATE HIGHWAY 7 AND U.S.
 EJ1969'HIGHWAY 67.
 EJ1969'
 EJ1969'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 EJ1969'7 AND U.S. HIGHWAY 67, GO N ON STATE HIGHWAY 7 FOR 0.1 MILE
 EJ1969'TO THE AZIMUTH MARK ON THE RIGHT, E SIDE OF THE HIGHWAY.
 EJ1969'
 EJ1969'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 EJ1969'7 AND U.S. HIGHWAY 67, 4 MILES N OF ARKADELPHIA, GO S ON
 EJ1969'U.S. HIGHWAY 67 FOR 0.25 MILE TO THE STATION ON THE LEFT,
 EJ1969'E SIDE OF THE HIGHWAY.
 EJ1969'
 EJ1969'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 EJ1969
 EJ1969                          STATION RECOVERY (1998)
 EJ1969
 EJ1969'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2000 ***********************************************************************
 EJ2000  DESIGNATION -  CADDO
 EJ2000  PID         -  EJ2000
 EJ2000  STATE/COUNTY-  AR/MONTGOMERY
 EJ2000  USGS QUAD   -  CADDO GAP (1979)
 EJ2000
 EJ2000                         *CURRENT SURVEY CONTROL
 EJ2000  ___________________________________________________________________
 EJ2000* NAD 83(1997)-  34 24 19.58229(N)    093 37 22.66707(W)     ADJUSTED  
 EJ2000* NAVD 88     -       199.3    (meters)     654.     (feet)  VERTCON   
 EJ2000  ___________________________________________________________________
 EJ2000  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 EJ2000  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EJ2000
 EJ2000  HORZ ORDER  -  THIRD
 EJ2000
 EJ2000.The horizontal coordinates were established by classical geodetic methods
 EJ2000.and adjusted by the National Geodetic Survey in September 1999..
 EJ2000
 EJ2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2000
 EJ2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2000
 EJ2000.The geoid height was determined by GEOID03.
 EJ2000
 EJ2000;                    North         East     Units Scale Factor Converg.
 EJ2000;SPC AR S     -   594,035.983   250,794.305   MT  0.99993937   -0 54 30.1
 EJ2000;SPC AR S     - 1,948,933.05    822,814.32   sFT  0.99993937   -0 54 30.1
 EJ2000;UTM  15      - 3,807,287.675   442,745.061   MT  0.99964041   -0 21 07.2
 EJ2000
 EJ2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2000!SPC AR S     -   0.99997311  x   0.99993937  =   0.99991248
 EJ2000!UTM  15      -   0.99997311  x   0.99964041  =   0.99961353
 EJ2000
 EJ2000|---------------------------------------------------------------------|
 EJ2000| PID    Reference Object                     Distance      Geod. Az  |
 EJ2000|                                                           dddmmss.s |
 EJ2000| CX5109 CADDO RM 1                            7.380 METERS 00949     |
 EJ2000| EJ2001 HIGH                                APPROX. 7.6 KM 0120801.4 |
 EJ2000| CX5110 CADDO RM 2                            5.658 METERS 09804     |
 EJ2000| CX5108 CADDO AZ MK                                        3000644.9 |
 EJ2000|---------------------------------------------------------------------|
 EJ2000
 EJ2000                          SUPERSEDED SURVEY CONTROL
 EJ2000
 EJ2000  NAD 83(1997)-  34 24 19.59014(N)    093 37 22.66158(W) AD(       ) 3
 EJ2000  NAD 83(1986)-  34 24 19.59145(N)    093 37 22.65905(W) AD(       ) 3
 EJ2000  NAD 27      -  34 24 19.22540(N)    093 37 21.98320(W) AD(       ) 3
 EJ2000  NGVD 29 (07/19/86)  199.3    (m)          654.     (f) VERT ANG       
 EJ2000
 EJ2000.Superseded values are not recommended for survey control.
 EJ2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2000.See file dsdata.txt to determine how the superseded data were derived.
 EJ2000
 EJ2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4274507288(NAD 83)
 EJ2000_MARKER: DS = TRIANGULATION STATION DISK
 EJ2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ2000+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 EJ2000
 EJ2000  HISTORY     - Date     Condition        Report By
 EJ2000  HISTORY     - 1956     MONUMENTED       CGS
 EJ2000  HISTORY     - 1961     GOOD             CGS
 EJ2000  HISTORY     - 20040701 GOOD             ARHD
 EJ2000
 EJ2000                          STATION DESCRIPTION
 EJ2000
 EJ2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2000'THE STATION IS ON THE RIGHT-OF-WAY OF A FARM ROAD (WHICH
 EJ2000'WAS ORIGINALLY STATE HIGHWAY 27 AND 8) ABOUT 0.45 MILE NORTHWEST
 EJ2000'OF THE CENTER OF CADDO GAP.
 EJ2000'
 EJ2000'TO REACH FROM CADDO GAP, FROM THE LARGE STATUE OF DE SOTO
 EJ2000'AT THE NORTH EDGE OF TOWN, GO NORTHWEST ON GRAVELED ROAD
 EJ2000'FOR 0.2 MILE TO STATE HIGHWAY 27 AND 8.  TURN RIGHT ON THE
 EJ2000'HIGHWAY AND GO 0.1 MILE TO A Y-FORK AND DIRT ROAD RIGHT.
 EJ2000'TURN RIGHT FOR 0.15 MILE TO THE STATION ON THE HIGH BANK
 EJ2000'ON THE RIGHT, EAST SIDE OF THE ROAD.  NOTE--FROM THE Y-FORK
 EJ2000'MENTIONED ABOVE, CONTINUE NORTHWEST ON STATE HIGHWAY 27
 EJ2000'AND 8 FOR 0.25 MILE TO THE BRIDGE (NO. 2707) OVER SMITH
 EJ2000'CREEK AND THE AZIMUTH MARK AS DESCRIBED BELOW.
 EJ2000'
 EJ2000'THE STATION MARK, STAMPED CADDO 1956, IS A STANDARD DISK
 EJ2000'SET IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS
 EJ2000'APPROXIMATELY 20 FEET HIGHER THAN THE ROAD BED, 38 FEET
 EJ2000'EAST OF THE CENTER OF THE ROAD, 25 FEET WEST-NORTHWEST OF
 EJ2000'A TRINAGLE-BLAZED 12-INCH ASH TREE AND 7-1/2 FEET EAST-SOUTHEAST
 EJ2000'OF A WITNESS POST.
 EJ2000'
 EJ2000'REFERENCE MARK 1, STAMPED CADDO NO 1 1956, IS A STANDARD
 EJ2000'DISK WELDED TO THE TOP OF A 2 1/2-INCH CAST IRON PIPE PROJECTING
 EJ2000'ABOUT 6 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 EJ2000'MARK.
 EJ2000'
 EJ2000'REFERENCE MARK 2, STAMPED CADDO NO 2 1956, IS A STANDARD
 EJ2000'DISK WELDED TO THE TOP OF A 2 1/2-INCH CAST IRON PIPE PROJECTING
 EJ2000'ABOUT 2 INCHES.  IT IS 11 FEET NORTH OF THE BLAZED ASH TREE
 EJ2000'AND ABOUT 4 FEET HIGHER THAN THE STATION MARK.
 EJ2000'
 EJ2000'THE AZIMUTH MARK, STAMPED CADDO 1956, IS A STANDARD DISK
 EJ2000'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 EJ2000'INNER CURB OF THE BRIDGE.  IT IS 13 FEET NORTHEAST OF THE
 EJ2000'CENTER OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE GUARD RAIL
 EJ2000'AND 8 INCHES ABOVE THE ROAD BED.
 EJ2000
 EJ2000                          STATION RECOVERY (1961)
 EJ2000
 EJ2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2000'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2000'CONDITION.  THE DESCRIPTION TO REACH IS ADEQUATE FOR RECOVERY.
 EJ2000
 EJ2000                          STATION RECOVERY (2004)
 EJ2000
 EJ2000'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 EJ2000'NOT SUITABLE FOR GPS DUE TO HEAVY TREE CANOPY.  FOUND RM 1 IN GOOD
 EJ2000'CONDITION.  OTHERS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1368 ***********************************************************************
 DL1368  DESIGNATION -  CAIRO FOREST SERV LOT 81
 DL1368  PID         -  DL1368
 DL1368  STATE/COUNTY-  AR/UNION
 DL1368  USGS QUAD   -  MARYSVILLE (1985)
 DL1368
 DL1368                         *CURRENT SURVEY CONTROL
 DL1368  ___________________________________________________________________
 DL1368* NAD 83(1997)-  33 14 36.92066(N)    092 52 47.72447(W)     ADJUSTED  
 DL1368* NAVD 88     -                                                        
 DL1368  ___________________________________________________________________
 DL1368  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DL1368  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1368
 DL1368  HORZ ORDER  -  THIRD
 DL1368
 DL1368.The horizontal coordinates were established by classical geodetic methods
 DL1368.and adjusted by the National Geodetic Survey in September 1999..
 DL1368
 DL1368
 DL1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1368
 DL1368.The geoid height was determined by GEOID03.
 DL1368
 DL1368;                    North         East     Units Scale Factor Converg.
 DL1368;SPC AR S     -   464,341.548   317,994.975   MT  1.00001299   -0 29 32.9
 DL1368;SPC AR S     - 1,523,427.23  1,043,288.51   sFT  1.00001299   -0 29 32.9
 DL1368;UTM  15      - 3,678,298.206   511,186.128   MT  0.99960154   +0 03 57.0
 DL1368
 DL1368                          SUPERSEDED SURVEY CONTROL
 DL1368
 DL1368  NAD 83(1997)-  33 14 36.92944(N)    092 52 47.71573(W) AD(       ) 4
 DL1368  NAD 83(1986)-  33 14 36.93278(N)    092 52 47.71556(W) AD(       ) 4
 DL1368  NAD 27      -  33 14 36.46917(N)    092 52 47.13205(W) AD(       ) 3
 DL1368
 DL1368.Superseded values are not recommended for survey control.
 DL1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1368.See file dsdata.txt to determine how the superseded data were derived.
 DL1368
 DL1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1118678298(NAD 83)
 DL1368_MARKER: 57 = LOOKOUT TOWER
 DL1368
 DL1368  HISTORY     - Date     Condition        Report By
 DL1368  HISTORY     - 1965     FIRST OBSERVED   CGS
 DL1368
 DL1368                          STATION DESCRIPTION
 DL1368
 DL1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1368'STATION IS LOCATED ON A LOW WOODED RIDGE THAT IS ABOUT 6 MILES
 DL1368'SOUTHEAST OF MOUNT HOLLY, ABOUT 4-1/2 MILES NORTHEAST OF
 DL1368'MARYSVILLE, ABOUT 2-3/4 MILES SOUTHWEST OF LISBON, ABOUT 1-3/4
 DL1368'MILE NORTH-NORTHWEST OF CAIRO AND ABOUT 1/2 MILE SOUTH OF THE
 DL1368'MAIN DRAINAGE OF CAMP CREEK.  IT IS IN THE SOUTH 1/2 OF SECTION
 DL1368'17.  T 17 S.  R 17 W.
 DL1368'
 DL1368'THE TOWER IS CONSTRUCTED OF STEEL, HAS FOUR LEGS WITH A SMALL
 DL1368'CABIN ON TOP, IT IS ABOUT 115 FEET HIGH.  THE POINT INTERSECTED
 DL1368'WAS THE APEX OF THE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1481 ***********************************************************************
 DL1481  DESIGNATION -  CALHOUN
 DL1481  PID         -  DL1481
 DL1481  STATE/COUNTY-  AR/COLUMBIA
 DL1481  USGS QUAD   -  CALHOUN (1966)
 DL1481
 DL1481                         *CURRENT SURVEY CONTROL
 DL1481  ___________________________________________________________________
 DL1481* NAD 83(1997)-  33 13 21.34505(N)    093 09 09.58892(W)     ADJUSTED  
 DL1481* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 DL1481  ___________________________________________________________________
 DL1481  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DL1481  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DL1481
 DL1481  HORZ ORDER  -  FIRST
 DL1481
 DL1481.The horizontal coordinates were established by classical geodetic methods
 DL1481.and adjusted by the National Geodetic Survey in September 1999..
 DL1481
 DL1481.The orthometric height was scaled from a topographic map.
 DL1481
 DL1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1481
 DL1481.The geoid height was determined by GEOID03.
 DL1481
 DL1481;                    North         East     Units Scale Factor Converg.
 DL1481;SPC AR S     -   462,265.670   292,551.517   MT  1.00001806   -0 38 42.5
 DL1481;SPC AR S     - 1,516,616.62    959,812.77   sFT  1.00001806   -0 38 42.5
 DL1481;UTM  15      - 3,675,974.765   485,774.715   MT  0.99960249   -0 05 01.1
 DL1481
 DL1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1481!SPC AR S     -   0.99998609  x   1.00001806  =   1.00000415
 DL1481!UTM  15      -   0.99998609  x   0.99960249  =   0.99958858
 DL1481
 DL1481:                Primary Azimuth Mark                     Grid Az
 DL1481:SPC AR S     -  CALHOUN AZ MK                            180 49 18.0
 DL1481:UTM  15      -  CALHOUN AZ MK                            180 15 36.6
 DL1481
 DL1481|---------------------------------------------------------------------|
 DL1481| PID    Reference Object                     Distance      Geod. Az  |
 DL1481|                                                           dddmmss.s |
 DL1481| CX5115 CALHOUN AZ MK                                      1801035.5 |
 DL1481| CX5116 CALHOUN RM 1                         45.482 METERS 22742     |
 DL1481| CX5117 CALHOUN RM 2                         32.876 METERS 31436     |
 DL1481|---------------------------------------------------------------------|
 DL1481
 DL1481                          SUPERSEDED SURVEY CONTROL
 DL1481
 DL1481  NAD 83(1997)-  33 13 21.35381(N)    093 09 09.58003(W) AD(       ) 1
 DL1481  NAD 83(1986)-  33 13 21.35621(N)    093 09 09.57895(W) AD(       ) 1
 DL1481  NAD 27      -  33 13 20.88700(N)    093 09 08.98800(W) AD(       ) 1
 DL1481
 DL1481.Superseded values are not recommended for survey control.
 DL1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1481.See file dsdata.txt to determine how the superseded data were derived.
 DL1481
 DL1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8577575975(NAD 83)
 DL1481_MARKER: DS = TRIANGULATION STATION DISK
 DL1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1481
 DL1481  HISTORY     - Date     Condition        Report By
 DL1481  HISTORY     - 1950     MONUMENTED       CGS
 DL1481  HISTORY     - 1963     GOOD             CGS
 DL1481  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL1481
 DL1481                          STATION DESCRIPTION
 DL1481
 DL1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1481'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF MAGNOLIA
 DL1481'AND 0.3 MILE NORTH OF THE VILLAGE OF CALHOUN ON LAND OWNED
 DL1481'BY MR. HARPER NESBIT.  IT IS ABOUT 150 FEET SOUTHWEST OF THE
 DL1481'SOUTHWEST CORNER OF HOUSE, 0.2 MILE NORTH OF THE HARVEY C. COUCH
 DL1481'SCHOOL HOUSE, 83 FEET NORTHEAST OF TRACK ROAD AND 92 FEET SOUTH
 DL1481'OF WATER WELL.  IT IS STAMPED CALHOUN 1950 AND SET FLUSH WITH
 DL1481'THE GROUND SURFACE.
 DL1481'
 DL1481'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 24 FEET SOUTH
 DL1481'OF THE CENTER OF TRACK ROAD AND 1 FOOT NORTH OF FENCE LINE.
 DL1481'IT IS STAMPED CALHOUN NO 1 1950 AND SET FLUSH WITH THE GROUND
 DL1481'SURFACE.
 DL1481'
 DL1481'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 16 FEET
 DL1481'NORTHWEST OF WATER WELL AND 2 FEET SOUTH OF SHEET METAL
 DL1481'GARAGE.  IT IS STAMPED CALHOUN NO 2 1950 AND SET FLUSH WITH
 DL1481'THE GROUND SURFACE.
 DL1481'
 DL1481'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 179.35 FEET.
 DL1481'
 DL1481'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION,
 DL1481'0.05 MILE SOUTHEAST OF THE SOUTHEAST CORNER OF THE HARVEY
 DL1481'C. COUCH SCHOOL HOUSE, 28 FEET SOUTH OF THE CENTER OF GRADED
 DL1481'ROAD, 1 FOOT EAST OF WITNESS POST AND 1 FOOT NORTH OF FENCE
 DL1481'LINE.  IT IS STAMPED CALHOUN 1950 AND PROJECTS 4 INCHES.
 DL1481'
 DL1481'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79
 DL1481'AND 82 1 BLOCK EAST OF THE POST OFFICE IN MAGNOLIA, GO SOUTH
 DL1481'ON U.S. HIGHWAY NO 79 FOR 1 BLOCK, TURN LEFT FOR 2 BLOCKS
 DL1481'TO CALHOUN ROAD, TURN RIGHT AND FOLLOW CALHOUN ROAD SOUTHEASTERLY
 DL1481'FOR 6.1 MILES TO THE VILLAGE OF CALHOUN AND A T-ROAD LEFT
 DL1481'NEAR THE SOUTHWEST CORNER OF THE SCHOOL HOUSE, (CONTINUE
 DL1481'STRAIGHT AHEAD EAST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 DL1481'RIGHT AS DESCRIBED), TURN LEFT AND FOLLOW GRADED ROAD NORTH
 DL1481'FOR 0.3 MILE TO HOUSE ON THE RIGHT AND STATION JUST SOUTH
 DL1481'OF HOUSE AS DESCRIBED.
 DL1481'
 DL1481'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1481
 DL1481                          STATION RECOVERY (1963)
 DL1481
 DL1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1481'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1481'THE STATION MARK IS ABOUT 60 YARDS SOUTHEAST OF THE SOUTHEAST
 DL1481'CORNER OF A WHITE HOUSE AND 107.85 FEET SOUTHEAST OF R.M.
 DL1481'NO. 2 WHICH IS 2 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 DL1481'SOUTH SIDE OF A GARAGE.
 DL1481'
 DL1481'THE AZIMUTH MARK IS BETWEEN 0.1 AND 0.15 MILE EAST OF THE
 DL1481'T-INTERSECTION AT CALHOUN AND IT IS ABOUT 7 FEET NORTH OF THE
 DL1481'SOUTH RIGHT OF WAY FENCE.
 DL1481'
 DL1481'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1481'FOR RECOVERY.
 DL1481
 DL1481                          STATION RECOVERY (1966)
 DL1481
 DL1481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (LRW)
 DL1481'A THOROUGH SEARCH OF THE AREA DESCRIBED, FAILED TO REVEAL
 DL1481'ANY TRACE OF THE MARK, THE GRAVEL ROAD DESCRIBED IN NOTES
 DL1481'HAS LONG SINCE BECOME A PAVED ROAD, CONSTRUCTION OF PAVED
 DL1481'ROAD MAY HAVE DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0243 ***********************************************************************
 DL0243  DESIGNATION -  CALION
 DL0243  PID         -  DL0243
 DL0243  STATE/COUNTY-  AR/UNION
 DL0243  USGS QUAD   -  CALION (1978)
 DL0243
 DL0243                         *CURRENT SURVEY CONTROL
 DL0243  ___________________________________________________________________
 DL0243* NAD 83(1997)-  33 18 47.70827(N)    092 31 20.06590(W)     ADJUSTED  
 DL0243* NAVD 88     -        62.148  (meters)     203.90   (feet)  ADJUSTED  
 DL0243  ___________________________________________________________________
 DL0243  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DL0243  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0243  DYNAMIC HT  -          62.083 (meters)     203.68  (feet)  COMP
 DL0243  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 DL0243
 DL0243  HORZ ORDER  -  SECOND
 DL0243  VERT ORDER  -  FIRST     CLASS II
 DL0243
 DL0243.The horizontal coordinates were established by classical geodetic methods
 DL0243.and adjusted by the National Geodetic Survey in September 1999..
 DL0243
 DL0243.The orthometric height was determined by differential leveling
 DL0243.and adjusted by the National Geodetic Survey in June 1991..
 DL0243
 DL0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0243
 DL0243.The geoid height was determined by GEOID03.
 DL0243
 DL0243.The dynamic height is computed by dividing the NAVD 88
 DL0243.geopotential number by the normal gravity value computed on the
 DL0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0243.degrees latitude (g = 980.6199 gals.).
 DL0243
 DL0243.The modeled gravity was interpolated from observed gravity values.
 DL0243
 DL0243;                    North         East     Units Scale Factor Converg.
 DL0243;SPC AR S     -   471,839.501   351,368.490   MT  0.99999709   -0 17 32.3
 DL0243;SPC AR S     - 1,548,026.76  1,152,781.45   sFT  0.99999709   -0 17 32.3
 DL0243;UTM  15      - 3,686,116.832   544,472.126   MT  0.99962438   +0 15 44.6
 DL0243
 DL0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0243!SPC AR S     -   0.99999437  x   0.99999709  =   0.99999146
 DL0243!UTM  15      -   0.99999437  x   0.99962438  =   0.99961875
 DL0243
 DL0243:                Primary Azimuth Mark                     Grid Az
 DL0243:SPC AR S     -  ARTESIAN                                 024 38 52.4
 DL0243:UTM  15      -  ARTESIAN                                 024 05 35.5
 DL0243
 DL0243|---------------------------------------------------------------------|
 DL0243| PID    Reference Object                     Distance      Geod. Az  |
 DL0243|                                                           dddmmss.s |
 DL0243| DL1337 ARTESIAN                            APPROX.15.1 KM 0242120.1 |
 DL0243| DL1339 ARTESIAN LOOKOUT TWR 3 6 AFC        APPROX.14.5 KM 0262515.3 |
 DL0243| DL0245 CALION RM 1                          21.150 METERS 02844     |
 DL0243| DL0242 CALION RM 2                          16.220 METERS 13838     |
 DL0243| DL1355 EL DORADO ARK PWR CO RAD MAST       APPROX.17.4 KM 2275808.1 |
 DL0243| DL1345 NORPHLET MUNICIPAL TANK             APPROX.13.4 KM 2714548.8 |
 DL0243| DL1341 CALION LUMBER CO WATER TANK         APPROX. 3.0 KM 3441301.7 |
 DL0243|---------------------------------------------------------------------|
 DL0243
 DL0243                          SUPERSEDED SURVEY CONTROL
 DL0243
 DL0243  NAD 83(1997)-  33 18 47.71796(N)    092 31 20.05906(W) AD(       ) 2
 DL0243  NAD 83(1986)-  33 18 47.72034(N)    092 31 20.05813(W) AD(       ) 2
 DL0243  NAD 27      -  33 18 47.27000(N)    092 31 19.52600(W) AD(       ) 2
 DL0243  NGVD 29 (??/??/92)   62.190  (m)          204.03   (f) ADJ UNCH    1 2
 DL0243
 DL0243.Superseded values are not recommended for survey control.
 DL0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0243.See file dsdata.txt to determine how the superseded data were derived.
 DL0243
 DL0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4447286117(NAD 83)
 DL0243_MARKER: DS = TRIANGULATION STATION DISK
 DL0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0243_STAMPING: CALION 1952
 DL0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0243+STABILITY: SURFACE MOTION
 DL0243
 DL0243  HISTORY     - Date     Condition        Report By
 DL0243  HISTORY     - 1952     MONUMENTED       CGS
 DL0243  HISTORY     - 1960     GOOD             NGS
 DL0243  HISTORY     - 1964     GOOD             CGS
 DL0243  HISTORY     - 1964     GOOD             NGS
 DL0243  HISTORY     - 1981     GOOD             MJH
 DL0243
 DL0243                          STATION DESCRIPTION
 DL0243
 DL0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL0243'THE STATION IS IN SECTION 23, T. 16., R. 14 W., ON A HIGH BLUFF
 DL0243'ON THE SOUTH EDGE OF THE OUACHITA RIVER, 11 MILES NORTHEAST
 DL0243'OF EL DORADO, 1.5 MILES SOUTHEAST OF THE SMALL SETTLEMENT
 DL0243'OF CALION, 137 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 DL0243'110 FEET SOUTHWEST OF A POWER LINE POLE.
 DL0243'
 DL0243'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CALION, GO
 DL0243'EAST AND SOUTHEASTERLY ON THE MAIN PAVED AND GRAVELED ROAD FOR
 DL0243'2.55 MILES TO T-JUNCTION, TURN SHARP LEFT (NORTHERLY) FOR 0.15
 DL0243'MILE TO A CEMETERY ON THE RIGHT AND THE STATION ON THE LEFT AS
 DL0243'DESCRIBED.
 DL0243'
 DL0243'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 DL0243'STAMPED CALION 1952.
 DL0243'
 DL0243'REFERENCE MARK 1 IS 106 FEET WEST OF THE CENTER OF THE ROAD
 DL0243'AND 66 FEET WEST OF A POWER LINE POLE.  THE MARK PROJECTS 6
 DL0243'INCHES AND THE DISK IS STAMPED CALION NO 1 1952.
 DL0243'
 DL0243'REFERENCE MARK 2 IS 96 FEET WEST OF THE CENTER OF THE ROAD.
 DL0243'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DL0243'CALION NO 2 1952.
 DL0243'
 DL0243'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 DL0243'
 DL0243'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL0243
 DL0243                          STATION RECOVERY (1960)
 DL0243
 DL0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0243'2.6 MI SE FROM CALION.
 DL0243'ABOUT 2.45 MILES SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 DL0243'POST OFFICE AT CALION, THENCE 0.05 MILE NORTH ALONG A GRAVELED ROAD TO
 DL0243'A ROAD JUNCTION, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD TO THE
 DL0243'TOP OF A BLUFF OVERLOOKING CALION LAKE, IN SECTION 23, T 16 S, R 14 W,
 DL0243'137 FEET WEST OF THE CENTER LINE OF THE ROAD, 153 FEET WEST OF A FENCE
 DL0243'ALONG THE WEST SIDE OF A CEMETERY, 101 FEET NORTHWEST OF THE NORTHWEST
 DL0243'CORNER OF THE CONCRETE FOUNDATION OF AN OIL WELL PUMP, 69.3 FEET
 DL0243'SOUTH-SOUTHWEST OF CALION R.M. 1, 53.2 FEET NORTHWEST OF CALION R.M.
 DL0243'2, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, AND IN THE TOP OF A
 DL0243'CONCRETE POST FLUSH WITH THE GROUND.
 DL0243
 DL0243                          STATION RECOVERY (1964)
 DL0243
 DL0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL0243'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL0243'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 DL0243'IS ADEQUATE FOR RECOVERY.
 DL0243
 DL0243                          STATION RECOVERY (1964)
 DL0243
 DL0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0243'RECOVERED IN GOOD CONDITION.
 DL0243
 DL0243                          STATION RECOVERY (1981)
 DL0243
 DL0243'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1981 (ED)
 DL0243'CALION 1952 RECOVERED GOOD.
 DL0243'
 DL0243'REF. MARKS NOT SEARCHED FOR.
 DL0243'
 DL0243'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MI. NE OF EL DORADO.
 DL0243'1.5 MI. S.E. OF CALION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1341 ***********************************************************************
 DL1341  DESIGNATION -  CALION LUMBER CO WATER TANK
 DL1341  PID         -  DL1341
 DL1341  STATE/COUNTY-  AR/UNION
 DL1341  USGS QUAD   -  CALION (1978)
 DL1341
 DL1341                         *CURRENT SURVEY CONTROL
 DL1341  ___________________________________________________________________
 DL1341* NAD 83(1997)-  33 20 22.88074(N)    092 31 52.11497(W)     ADJUSTED  
 DL1341* NAVD 88     -                                                        
 DL1341  ___________________________________________________________________
 DL1341  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DL1341  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1341
 DL1341  HORZ ORDER  -  THIRD
 DL1341
 DL1341.The horizontal coordinates were established by classical geodetic methods
 DL1341.and adjusted by the National Geodetic Survey in September 1999..
 DL1341
 DL1341
 DL1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1341
 DL1341.The geoid height was determined by GEOID03.
 DL1341
 DL1341;                    North         East     Units Scale Factor Converg.
 DL1341;SPC AR S     -   474,775.823   350,554.700   MT  0.99999144   -0 17 50.2
 DL1341;SPC AR S     - 1,557,660.35  1,150,111.54   sFT  0.99999144   -0 17 50.2
 DL1341;UTM  15      - 3,689,044.051   543,630.252   MT  0.99962347   +0 15 27.7
 DL1341
 DL1341                          SUPERSEDED SURVEY CONTROL
 DL1341
 DL1341  NAD 83(1997)-  33 20 22.88993(N)    092 31 52.10793(W) AD(       ) 4
 DL1341  NAD 83(1986)-  33 20 22.89280(N)    092 31 52.10731(W) AD(       ) 4
 DL1341  NAD 27      -  33 20 22.44900(N)    092 31 51.54700(W) AD(       ) 3
 DL1341
 DL1341.Superseded values are not recommended for survey control.
 DL1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1341.See file dsdata.txt to determine how the superseded data were derived.
 DL1341
 DL1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4363089044(NAD 83)
 DL1341_MARKER: 53 = ELEVATED TANK
 DL1341
 DL1341  HISTORY     - Date     Condition        Report By
 DL1341  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1341
 DL1341                          STATION DESCRIPTION
 DL1341
 DL1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1341'THE STATION IS 11 MILES NORTHEAST OF EL DORADO, 0.5 MILE
 DL1341'NORTH OF THE SMALL SETTLEMENT OF CALION, 0.5 MILE SOUTHEAST
 DL1341'OF A LARGE BRIDGE THAT SPANS THE OUACHITA RIVER AND 0.5 MILE
 DL1341'EAST OF U.S. HIGHWAY 167.  IT IS A 4-LEGGED STEEL STRUCTURE,
 DL1341'ABOUT 100 FEET HIGH, PAINTED ALUMINUM, AND HAS A CAPACITY OF
 DL1341'ABOUT 75,000 GALLONS.
 DL1341'
 DL1341'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0245 ***********************************************************************
 DL0245  DESIGNATION -  CALION RM 1
 DL0245  PID         -  DL0245
 DL0245  STATE/COUNTY-  AR/UNION
 DL0245  USGS QUAD   -  CALION (1978)
 DL0245
 DL0245                         *CURRENT SURVEY CONTROL
 DL0245  ___________________________________________________________________
 DL0245* NAD 83(1986)-  33 18 47.     (N)    092 31 20.     (W)     SCALED    
 DL0245* NAVD 88     -        61.374  (meters)     201.36   (feet)  ADJUSTED  
 DL0245  ___________________________________________________________________
 DL0245  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0245  DYNAMIC HT  -          61.309 (meters)     201.14  (feet)  COMP
 DL0245  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 DL0245
 DL0245  VERT ORDER  -  FIRST     CLASS II
 DL0245
 DL0245.The horizontal coordinates were scaled from a topographic map and have
 DL0245.an estimated accuracy of +/- 6 seconds.
 DL0245
 DL0245.The orthometric height was determined by differential leveling
 DL0245.and adjusted by the National Geodetic Survey in June 1991..
 DL0245
 DL0245.The geoid height was determined by GEOID03.
 DL0245
 DL0245.The dynamic height is computed by dividing the NAVD 88
 DL0245.geopotential number by the normal gravity value computed on the
 DL0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0245.degrees latitude (g = 980.6199 gals.).
 DL0245
 DL0245.The modeled gravity was interpolated from observed gravity values.
 DL0245
 DL0245;                    North         East    Units  Estimated Accuracy
 DL0245;SPC AR S     -   471,820.      351,370.      MT  (+/- 180 meters Scaled)
 DL0245
 DL0245                          SUPERSEDED SURVEY CONTROL
 DL0245
 DL0245  NGVD 29 (??/??/92)   61.415  (m)          201.49   (f) ADJ UNCH    1 2
 DL0245
 DL0245.Superseded values are not recommended for survey control.
 DL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0245.See file dsdata.txt to determine how the superseded data were derived.
 DL0245
 DL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS444860(NAD 83)
 DL0245_MARKER: DR = REFERENCE MARK DISK
 DL0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0245_STAMPING: CALION NO 1 1952
 DL0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0245+STABILITY: SURFACE MOTION
 DL0245
 DL0245  HISTORY     - Date     Condition        Report By
 DL0245  HISTORY     - 1952     MONUMENTED       CGS
 DL0245  HISTORY     - 1960     GOOD             NGS
 DL0245  HISTORY     - 1964     GOOD             NGS
 DL0245
 DL0245                          STATION DESCRIPTION
 DL0245
 DL0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0245'2.6 MI SE FROM CALION.
 DL0245'ABOUT 2.45 MILES SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 DL0245'POST OFFICE AT CALION, THENCE 0.05 MILE NORTH ALONG A GRAVELED ROAD TO
 DL0245'A ROAD JUNCTION, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD TO THE
 DL0245'TOP OF A BLUFF OVERLOOKING CALION LAKE, 108 FEET WEST OF THE CENTER
 DL0245'LINE OF THE ROAD, 69.3 FEET NORTH-NORTHEAST OF TRIANGULATION STATION
 DL0245'CALION 1952, 69 FEET WEST OF A POWER POLE BEARING 2 TRANSFORMERS, AND
 DL0245'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DL0245
 DL0245                          STATION RECOVERY (1964)
 DL0245
 DL0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0242 ***********************************************************************
 DL0242  DESIGNATION -  CALION RM 2
 DL0242  PID         -  DL0242
 DL0242  STATE/COUNTY-  AR/UNION
 DL0242  USGS QUAD   -  CALION (1978)
 DL0242
 DL0242                         *CURRENT SURVEY CONTROL
 DL0242  ___________________________________________________________________
 DL0242* NAD 83(1986)-  33 18 47.     (N)    092 31 20.     (W)     SCALED    
 DL0242* NAVD 88     -        61.867  (meters)     202.98   (feet)  ADJUSTED  
 DL0242  ___________________________________________________________________
 DL0242  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0242  DYNAMIC HT  -          61.801 (meters)     202.76  (feet)  COMP
 DL0242  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 DL0242
 DL0242  VERT ORDER  -  FIRST     CLASS II
 DL0242
 DL0242.The horizontal coordinates were scaled from a topographic map and have
 DL0242.an estimated accuracy of +/- 6 seconds.
 DL0242
 DL0242.The orthometric height was determined by differential leveling
 DL0242.and adjusted by the National Geodetic Survey in June 1991..
 DL0242
 DL0242.The geoid height was determined by GEOID03.
 DL0242
 DL0242.The dynamic height is computed by dividing the NAVD 88
 DL0242.geopotential number by the normal gravity value computed on the
 DL0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0242.degrees latitude (g = 980.6199 gals.).
 DL0242
 DL0242.The modeled gravity was interpolated from observed gravity values.
 DL0242
 DL0242;                    North         East    Units  Estimated Accuracy
 DL0242;SPC AR S     -   471,820.      351,370.      MT  (+/- 180 meters Scaled)
 DL0242
 DL0242                          SUPERSEDED SURVEY CONTROL
 DL0242
 DL0242  NGVD 29 (??/??/92)   61.908  (m)          203.11   (f) ADJ UNCH    1 2
 DL0242
 DL0242.Superseded values are not recommended for survey control.
 DL0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0242.See file dsdata.txt to determine how the superseded data were derived.
 DL0242
 DL0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS444860(NAD 83)
 DL0242_MARKER: DR = REFERENCE MARK DISK
 DL0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0242_STAMPING: CALION NO 2 1952
 DL0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0242+STABILITY: SURFACE MOTION
 DL0242
 DL0242  HISTORY     - Date     Condition        Report By
 DL0242  HISTORY     - 1952     MONUMENTED       CGS
 DL0242  HISTORY     - 1960     GOOD             NGS
 DL0242  HISTORY     - 1964     GOOD             NGS
 DL0242
 DL0242                          STATION DESCRIPTION
 DL0242
 DL0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0242'2.6 MI SE FROM CALION.
 DL0242'ABOUT 2.45 MILES SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 DL0242'POST OFFICE AT CALION, THENCE 0.05 MILE NORTH ALONG A GRAVELED ROAD TO
 DL0242'A ROAD JUNCTION, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD TO THE
 DL0242'TOP OF A BLUFF OVERLOOKING CALION LAKE, IN SECTION 23, T 16 S, R 14 W,
 DL0242'96 FEET WEST OF THE CENTER LINE OF THE ROAD, 58 FEET NORTHWEST OF THE
 DL0242'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF AN OIL WELL PUMP, 53.2
 DL0242'FEET SOUTHEAST OF TRIANGULATION STATION CALION 1952, 8 FEET
 DL0242'SOUTH-SOUTHWEST OF A POWER POLE, AND IN THE TOP OF A CONCRETE POST
 DL0242'FLUSH WITH THE GROUND.
 DL0242
 DL0242                          STATION RECOVERY (1964)
 DL0242
 DL0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0509 ***********************************************************************
 EJ0509  DESIGNATION -  CALL
 EJ0509  PID         -  EJ0509
 EJ0509  STATE/COUNTY-  AR/JEFFERSON
 EJ0509  USGS QUAD   -  REDFIELD (1984)
 EJ0509
 EJ0509                         *CURRENT SURVEY CONTROL
 EJ0509  ___________________________________________________________________
 EJ0509* NAD 83(1986)-  34 25 52.     (N)    092 10 44.     (W)     SCALED    
 EJ0509* NAVD 88     -        98.135  (meters)     321.96   (feet)  ADJUSTED  
 EJ0509  ___________________________________________________________________
 EJ0509  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0509  DYNAMIC HT  -          98.042 (meters)     321.66  (feet)  COMP
 EJ0509  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 EJ0509
 EJ0509  VERT ORDER  -  FIRST     CLASS II
 EJ0509
 EJ0509.The horizontal coordinates were scaled from a topographic map and have
 EJ0509.an estimated accuracy of +/- 6 seconds.
 EJ0509
 EJ0509.The orthometric height was determined by differential leveling
 EJ0509.and adjusted by the National Geodetic Survey in June 1991..
 EJ0509
 EJ0509.The geoid height was determined by GEOID03.
 EJ0509
 EJ0509.The dynamic height is computed by dividing the NAVD 88
 EJ0509.geopotential number by the normal gravity value computed on the
 EJ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0509.degrees latitude (g = 980.6199 gals.).
 EJ0509
 EJ0509.The modeled gravity was interpolated from observed gravity values.
 EJ0509
 EJ0509;                    North         East    Units  Estimated Accuracy
 EJ0509;SPC AR S     -   595,720.      383,560.      MT  (+/- 180 meters Scaled)
 EJ0509
 EJ0509                          SUPERSEDED SURVEY CONTROL
 EJ0509
 EJ0509  NGVD 29 (??/??/92)   98.213  (m)          322.22   (f) ADJ UNCH    1 2
 EJ0509
 EJ0509.Superseded values are not recommended for survey control.
 EJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0509.See file dsdata.txt to determine how the superseded data were derived.
 EJ0509
 EJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU754102(NAD 83)
 EJ0509_MARKER: DD = SURVEY DISK
 EJ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0509_STAMPING: CALL 1934
 EJ0509_MARK LOGO: ARGS  
 EJ0509_PROJECTION: PROJECTING 13 CENTIMETERS
 EJ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0509+STABILITY: SURFACE MOTION
 EJ0509
 EJ0509  HISTORY     - Date     Condition        Report By
 EJ0509  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0509  HISTORY     - 1970     MARK NOT FOUND   NGS
 EJ0509  HISTORY     - 1984     POOR             NGS
 EJ0509  HISTORY     - 1988     GOOD             USPSQD
 EJ0509  HISTORY     - 1989     GOOD             USPSQD
 EJ0509  HISTORY     - 1990     GOOD             USPSQD
 EJ0509
 EJ0509                          STATION DESCRIPTION
 EJ0509
 EJ0509'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0509'1.0 MI SE FROM REDFIELD.
 EJ0509'1.0 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0509'STATION AT REDFIELD, JEFFERSON COUNTY, 63 FEET NORTHWEST OF POLE
 EJ0509'369+34, 21 FEET EAST OF THE EAST RAIL, 28 FEET WEST OF THE
 EJ0509'RIGHT-OF-WAY FENCE, AND 18 FEET SOUTHEAST OF A WHISTLE POST.  A STATE
 EJ0509'SURVEY STANDARD DISK, STAMPED CALL 1934 AND SET IN THE TOP OF A
 EJ0509'CONCRETE POST.  NOTE-- THERE IS EVIDENCE OF THE RR GRADE HAVING BEEN
 EJ0509'RAISED, DITCHES WIDENED AT THIS POINT.
 EJ0509
 EJ0509                          STATION RECOVERY (1970)
 EJ0509
 EJ0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EJ0509'MARK NOT FOUND.
 EJ0509
 EJ0509                          STATION RECOVERY (1984)
 EJ0509
 EJ0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0509'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 EJ0509'(0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET FROM THE POST OFFICE IN
 EJ0509'REDFIELD, THENCE 0.2 KM (0.15 MI) SOUTHWEST ALONG SHERIDAN ROAD,
 EJ0509'THENCE 1.4 KM (0.9 MI) SOUTH ALONG STATE HIGHWAY 365, THENCE 0.1 KM
 EJ0509'(0.05 MI) EAST ALONG RHOADS ROAD TO THE CROSSING OF THE MISSOURI
 EJ0509'PACIFIC RAILROAD, THE MARK IS SET ALONG THE WEST EDGE OF A CUT BANK ON
 EJ0509'THE EAST SIDE OF THE TRACKS, 73.15 METERS (240.0 FT) SOUTH OF THE ROAD
 EJ0509'CROSSING, 19.2 METERS (63.0 FT) NORTHWEST OF A TELEGRAPH POLE, AND
 EJ0509'6.4 METERS (21.0 FT) EAST OF THE EAST RAIL.  NOTE, THE MARK WAS LOOSE
 EJ0509'IN THE GROUND.
 EJ0509'THE MARK IS 0.25 METERS  W FROM A WITNESS POST.
 EJ0509
 EJ0509                          STATION RECOVERY (1988)
 EJ0509
 EJ0509'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0509'RECOVERED IN GOOD CONDITION.
 EJ0509
 EJ0509                          STATION RECOVERY (1989)
 EJ0509
 EJ0509'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0509'RECOVERED IN GOOD CONDITION.
 EJ0509
 EJ0509                          STATION RECOVERY (1990)
 EJ0509
 EJ0509'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2733 ***********************************************************************
 FE2733  DESIGNATION -  CALUMET
 FE2733  PID         -  FE2733
 FE2733  STATE/COUNTY-  AR/MISSISSIPPI
 FE2733  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2733
 FE2733                         *CURRENT SURVEY CONTROL
 FE2733  ___________________________________________________________________
 FE2733* NAD 83(1997)-  35 59 53.38394(N)    089 59 44.29456(W)     ADJUSTED  
 FE2733* NAVD 88     -        74.4    (meters)     244.     (feet)  GPS OBS   
 FE2733  ___________________________________________________________________
 FE2733  X           -         393.362 (meters)                     COMP
 FE2733  Y           -  -5,166,155.982 (meters)                     COMP
 FE2733  Z           -   3,728,053.842 (meters)                     COMP
 FE2733  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FE2733  ELLIP HEIGHT-          46.18  (meters)          (09/14/99) GPS OBS
 FE2733  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2733
 FE2733  HORZ ORDER  -  SECOND
 FE2733  ELLP ORDER  -  FOURTH    CLASS I
 FE2733
 FE2733.The horizontal coordinates were established by classical geodetic methods
 FE2733.and adjusted by the National Geodetic Survey in September 1999..
 FE2733
 FE2733.The orthometric height was determined by GPS observations and a
 FE2733.high-resolution geoid model.
 FE2733
 FE2733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2733
 FE2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2733
 FE2733.The ellipsoidal height was determined by GPS observations
 FE2733.and is referenced to NAD 83.
 FE2733
 FE2733.The geoid height was determined by GEOID03.
 FE2733
 FE2733;                    North         East     Units Scale Factor Converg.
 FE2733;SPC AR N     -   186,540.995   580,705.563   MT  0.99996196   +1 09 58.8
 FE2733;SPC AR N     -   612,009.91  1,905,198.17   sFT  0.99996196   +1 09 58.8
 FE2733;SPC MO E     -    18,405.410   295,473.401   MT  0.99995880   +0 17 47.2
 FE2733;UTM  16      - 3,987,895.929   229,965.718   MT  1.00049859   -1 45 42.4
 FE2733;UTM  15      - 3,987,920.163   770,821.022   MT  1.00050384   +1 46 00.9
 FE2733
 FE2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2733!SPC AR N     -   0.99999275  x   0.99996196  =   0.99995471
 FE2733!SPC MO E     -   0.99999275  x   0.99995880  =   0.99995155
 FE2733!UTM  16      -   0.99999275  x   1.00049859  =   1.00049134
 FE2733!UTM  15      -   0.99999275  x   1.00050384  =   1.00049659
 FE2733
 FE2733|---------------------------------------------------------------------|
 FE2733| PID    Reference Object                     Distance      Geod. Az  |
 FE2733|                                                           dddmmss.s |
 FE2733| FE2845 CALUMET RM 1                         24.474 METERS 15103     |
 FE2733| FF2209 CALUMET AZ MK                                      2184901.3 |
 FE2733| FE2846 CALUMET RM 2                         24.937 METERS 24255     |
 FE2733| FE2719 3/4                                  29.058 METERS 25328     |
 FE2733|---------------------------------------------------------------------|
 FE2733
 FE2733                          SUPERSEDED SURVEY CONTROL
 FE2733
 FE2733  NAD 83(1997)-  35 59 53.38764(N)    089 59 44.29769(W) AD(       ) 2
 FE2733  NAD 83(1986)-  35 59 53.39649(N)    089 59 44.29525(W) AD(       ) 2
 FE2733  NAD 27      -  35 59 53.14110(N)    089 59 43.97300(W) AD(       ) 2
 FE2733  NGVD 29 (05/28/98)   74.4    (m)          244.     (f) GPS OBS        
 FE2733
 FE2733.Superseded values are not recommended for survey control.
 FE2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2733.See file dsdata.txt to determine how the superseded data were derived.
 FE2733
 FE2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2996687896(NAD 83)
 FE2733_MARKER: DS = TRIANGULATION STATION DISK
 FE2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2733_SP_SET: CONCRETE POST
 FE2733_STAMPING: CALUMET 1955
 FE2733_MARK LOGO: CGS   
 FE2733_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2733+STABILITY: SURFACE MOTION
 FE2733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2733+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 FE2733
 FE2733  HISTORY     - Date     Condition        Report By
 FE2733  HISTORY     - 1955     MONUMENTED       CGS
 FE2733  HISTORY     - 1955     GOOD             CGS
 FE2733  HISTORY     - 1971     GOOD             USGS
 FE2733  HISTORY     - 1972     GOOD             NGS
 FE2733  HISTORY     - 19751215 GOOD             USGS
 FE2733  HISTORY     - 19910312 GOOD             NGS
 FE2733  HISTORY     - 19990914 GOOD             NGS
 FE2733  HISTORY     - 20020123 GOOD             USACE
 FE2733
 FE2733                          STATION DESCRIPTION
 FE2733
 FE2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE2733'THE STATION IS JUST SOUTH OF THE ARKANSAS-MISSOURI STATE LINE, ABOUT
 FE2733'8.5 MILES SOUTHWEST OF HOLLAND, MO., 6.5 MILES NORTHWEST OF
 FE2733'BLYTHEVILLE, ARK., 1 MILE NORTHWEST OF THE SMALL COMMUNITY OF
 FE2733'CALUMET, 48 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2733'SMALL STORE, 27 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 FE2733'OUT-BUILDING, 3.5 FEET SOUTHEAST OF A WHITE 4 INCH X 4 INCH WITNESS
 FE2733'POST, 14 PACES SOUTH OF THE TOP OF THE LEVEE (ALONG THE SOUTH SIDE OF
 FE2733'DRAINAGE DITCH) AND ON LAND OWNED BY MR. JUDGE A HARRISSON.
 FE2733'
 FE2733'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FE2733'HIGHWAY 18, IN THE WEST EDGE OF BLYTHEVILLE, GO NORTH ON U.S.
 FE2733'HIGHWAY 61 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 151, TURN
 FE2733'LEFT AND GO WEST AND NORTHWEST ON STATE HIGHWAY 151 FOR 3.85
 FE2733'MILES TO THE END OF THE PAVEMENT AND A SCHOOL ON THE LEFT, TURN LEFT
 FE2733'AND GO WEST ON STATE HIGHWAY 151 (GRAVELED) FOR 0.35 MILE, TURN
 FE2733'RIGHT AND GO NORTH-NORTHWEST ON THE MAIN GRAVELED ROAD FOR 3 MILES TO
 FE2733'THE LEVEE AND THE STATION AS DESCRIBED.
 FE2733'
 FE2733'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 FE2733'ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (WEST) AND
 FE2733'FOLLOW THE DIRT ROAD FOR 0.55 MILE TO A CROSS ROAD AND THE AZIMUTH
 FE2733'MARK ON THE RIGHT AS DESCRIBED.
 FE2733'
 FE2733'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CALUMET
 FE2733'1955.
 FE2733'
 FE2733'REFERENCE MARK 1 IS 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FE2733'STORE, 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE.  THE
 FE2733'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CALUMET NO 1 1955.
 FE2733'
 FE2733'U.S. ENGINEER MEMPHIS DISTRICT B M 3/4 WAS USED AS REFERENCE MARK 2.
 FE2733'IT IS 28 FEET SOUTH OF THE TOP OF THE LEVEE.  THE MARK IS A STANDARD
 FE2733'CAP DISK BOLTED TO THE TOP OF A 4-INCH CAST IRON PIPE, WHICH PROJECTS
 FE2733'12 INCHES AND THE DISK IS STAMPED B M 3/4.
 FE2733'
 FE2733'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 21
 FE2733'FEET WEST OF THE CENTER OF A DIRT ROAD AT THE NORTH EDGE OF A SMALL
 FE2733'WOODEN BRIDGE, 2 FEET EAST-NORTHEAST OF A WHITE 4 INCH X 4 INCH
 FE2733'WITNESS POST AND 1 FOOT EAST OF A POWERLINE POLE.  THE MARK
 FE2733'PROJECTS 4 INCHES AND THE DISK IS STAMPED CALUMET 1955.
 FE2733'
 FE2733'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FE2733
 FE2733                          STATION RECOVERY (1955)
 FE2733
 FE2733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FE2733'RECOVERED IN GOOD CONDITION.
 FE2733
 FE2733                          STATION RECOVERY (1971)
 FE2733
 FE2733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE2733'STATION HAS BEEN COVERED BY RECENT DREDGING DEBRIS FROM DRAIN
 FE2733'CHANNEL.  RM 3, BM 3 AND 4 USE NOT FOUND.
 FE2733'
 FE2733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8.5 MI SW OF
 FE2733'HOLLAND, MO., 6.5 MI NW OF BLYTHEVILLE, ARK.
 FE2733
 FE2733                          STATION RECOVERY (1972)
 FE2733
 FE2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2733'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION, WITH THE
 FE2733'EXCEPTION OF THE AZIMUTH MARK, WHICH SHOWS SOME EVIDENCE OF
 FE2733'HAVING BEEN TILTED SLIGHTLY TO THE SOUTH ALTHOUGH FIRM IN THE GROUND.
 FE2733'THE STATION MARK AND U.S.E. BM 3/4 ARE NOW BELOW GROUND
 FE2733'SURFACE, HAVING BEEN COVERED OVER WITH SOIL FROM DREDGING OPERATIONS
 FE2733'OF A NEARBY DRAINAGE CANAL WHICH WAS USED TO BUILD UP THE LEVEE.  A
 FE2733'NEW REFERENCE MARK NO. 2 WAS ESTABLISHED.  THE STATION WAS OCCUPIED
 FE2733'AND THE HORIZONTAL ANGLES OBSERVED ON THE REFERENCE MARKS.  IN
 FE2733'CHECKING THE ANGLES OBSERVED THIS DATE AGAINST THE 1955
 FE2733'OBSERVATIONS, A DISCREPANCY OF PLUS 02 MIN 50.6 SEC WAS NOTED FOR
 FE2733'U.S.E. BM 3/4 AND MINUS 05 MIN 30.6 SEC FOR RM NO. 1.  VERTICAL
 FE2733'ANGLES WERE OBSERVED UPON THE REFERENCE MARKS AND SLOPE DISTANCES
 FE2733'MEASURED.  AFTER BEING REDUCED TO THE HORIZONTAL A
 FE2733'DISCREPANCY OF MINUS 0.11 OF A FOOT WAS NOTED FOR RM NO. 1 AND MINUS
 FE2733'0.02 OF A FOOT FOR U.S.E. BM 3/4.
 FE2733'
 FE2733'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2733'
 FE2733'THE STATION IS LOCATED JUST SOUTH OF THE ARKANSAS-MISSOURI STATE
 FE2733'LINE, ABOUT 8.5 MILES SOUTHWEST OF HOLLAND, MO., 6.5 MILES
 FE2733'NORTHWEST OF BLYTHEVILLE, ARK., 1.0 MILE NORTHWEST OF THE ABANDONED,
 FE2733'SMALL COMMUNITY OF CALUMET, ALONG THE SOUTH SIDE OF A LEVEE ON THE
 FE2733'SOUTH SIDE OF A LARGE DRAINAGE DITCH, AND IS ON THE PROPERTY OF THE
 FE2733'JUDGE A. HARRISON ESTATE.
 FE2733'
 FE2733'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 61, STATE
 FE2733'ROUTE 18 AND STATE ROUTE 151 IN BLYTHEVILLE, GO WESTERLY ON
 FE2733'STATE ROUTES 18 AND 151 FOR 0.6 OF A MILE TO WHERE STATE ROUTE 18
 FE2733'CONTINUES STRAIGHT AHEAD, WEST, AND STATE ROUTE 151 TURNS RIGHT.
 FE2733'HERE TURN RIGHT ON STATE ROUTE 151 AND GO NORTH AND NORTHEAST FOR 3.3
 FE2733'MILES TO THE JUNCTION OF STATE ROUTE 181 (ENTRANCE TO BLYTHEVILLE
 FE2733'AIR FORCE BASE ON THE RIGHT AND A LARGE SCHOOL ON THE LEFT).  HERE
 FE2733'TURN LEFT ON STATE ROUTES 151 AND 181 AND GO WEST AND NORTHWEST
 FE2733'FOR 2.1 MILES TO WHERE STATE ROUTE 181 TURNS LEFT, CONTINUE NORTH-
 FE2733'NORTHWEST ON STATE ROUTE 151 FOR 1.3 MILES TO THE STATION ON THE LEFT
 FE2733'JUST SOUTH OF THE STATE LINE DRAINAGE DITCH.
 FE2733'
 FE2733'THE STATION IS 144 FEET EAST OF THE APPROXIMATE CENTER OF A GATE ON
 FE2733'TOP OF THE LEVEE, 140 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 FE2733'CENTER OF STATE ROUTE 151, 130 FEET NORTHEAST OF THE SOUTHEAST CORNER
 FE2733'OF A FENCE CORNER FOR SMALL LOT, 128 FEET SOUTHWEST OF THE
 FE2733'SOUTHWEST CORNER OF A CONCRETE BRIDGE, 114 FEET NORTHWEST OF THE
 FE2733'NORTHWEST CORNER OF A WHITE FRAME HOUSE, 41 FEET SOUTHEAST OF THE
 FE2733'APPROXIMATE CENTER OF THE LEVEE ROAD, 1.0 FEET EAST OF A METAL
 FE2733'WITNESS POST AND SIGN, AND ON THE SIDE OF THE LEVEE.  IT IS A
 FE2733'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FE2733'ABOUT 30- INCHES BELOW THE GROUND SURFACE AND THE DISK IS STAMPED
 FE2733'CALUMET 1955.
 FE2733'
 FE2733'REFERENCE MARK NO. 1 IS 135 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 FE2733'CENTER OF STATE ROUTE 151, 135 FEET EAST OF THE SOUTHEAST FENCE
 FE2733'CORNER POST OF THE SMALL LOT, 120 FEET SOUTHEAST OF THE APPROXIMATE
 FE2733'CENTER OF THE LEVEE ROAD, AND 36.7 FEET NORTHWEST OF THE NORTHWEST
 FE2733'CORNER OF THE WHITE FRAME HOUSE.  IT IS A STANDARD DISK SET IN THE
 FE2733'TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2733'STAMPED CALUMET NO 1 1955.
 FE2733'
 FE2733'REFERENCE MARK NO. 2 IS 73 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FE2733'GATE ON TOP OF THE LEVEE, 65 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 FE2733'CENTER OF THE LEVEE ROAD, 56 FEET NORTH OF THE SOUTHEAST FENCE CORNER
 FE2733'POST OF THE SMALL LOT, AND NEAR THE TOE OF THE LEVEE.  IT IS A
 FE2733'STANDARD DISK CEMENTED IN A DRILL HOLE IN TOP OF A CONCRETE BUILDING
 FE2733'PIER FLUSH WITH THE GROUND SURFACE, AND THE DISK IS STAMPED CALUMET
 FE2733'1955 NO 2 1972.
 FE2733'
 FE2733'U.S.E. BM 3/4 IS 61 FEET NORTH OF THE SOUTHEAST FENCE CORNER POST OF
 FE2733'THE SMALL LOT, 53 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FE2733'GATE ON TOP OF THE LEVEE, 44 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 FE2733'CENTER OF THE LEVEE ROAD, AND NEAR THE TOE OF THE LEVEE.  IT IS A
 FE2733'U.S.E. BRASS CAP BOLTED TO THE TOP OF A 4-INCH CAST IRON PIPE ABOUT
 FE2733'1-FOOT BELOW THE GROUND LEVEL, AND THE DISK IS STAMPED B.M. 3/4.
 FE2733'
 FE2733'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2733'REFERENCE MARK NO. 2 IS 116.48 FEET (35.503 METERS).
 FE2733'
 FE2733'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2733'U.S.E. BM 3/4 IS 137.18 FEET (41.812 METERS).
 FE2733'
 FE2733'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 FE2733'U.S.E. BM 3/4 IS 21.11 FEET, 6.435 METERS.
 FE2733'
 FE2733'THE AZIMUTH MARK IS ABOUT 0.5 OF A MILE SOUTHWEST OF THE STATION, 46
 FE2733'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF A
 FE2733'CROSSROAD, 38 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FE2733'ROAD, 21 FEET WEST OF THE APPROXIMATE CENTER OF A
 FE2733'GRADED ROAD, 16 FEET WEST-NORTHWEST OF THE WEST END OF A CONCRETE
 FE2733'CULVERT, 2 FEET EAST OF A GUYED POWERLINE POLE, AND 1.0 FOOT WEST OF
 FE2733'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FE2733'OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2733'STAMPED CALUMET 1955.
 FE2733'
 FE2733'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST ON
 FE2733'STATE ROUTE 151 FOR 0.4 OF A MILE TO A GRAVELED T ROAD RIGHT, TURN
 FE2733'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.55 OF A MILE TO A
 FE2733'CROSSROAD AND THE MARK IN THE NORTHWEST ANGLE AS DESCRIBED.
 FE2733'
 FE2733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.5 MILES NORTHWEST
 FE2733'OF BLYTHEVILLE.
 FE2733
 FE2733                          STATION RECOVERY (1975)
 FE2733
 FE2733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GS)
 FE2733'RECOVERED IN GOOD CONDITION.
 FE2733
 FE2733                          STATION RECOVERY (1991)
 FE2733
 FE2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2733'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) SOUTHWEST OF HOLLAND,
 FE2733'MO, 10.5 KM (6.50 MI) NORTHWEST OF BLYTHEVILLE, 5.5 KM (3.40 MI)
 FE2733'NORTH-NORTHWEST OF GOSNELL AND JUST SOUTH OF THE ARKANSAS-MISSOURI
 FE2733'STATE LINE.  OWNERSHIP--MISSISSIPPI COUNTY, JOHN ARCHER, COUNTY
 FE2733'SURVEYOR, 219 WEST WALNUT, BLYTHEVILLE, AR 72315, PHONE IS
 FE2733'501-763-4184.
 FE2733'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 151 AND 181
 FE2733'IN GOSNELL, GO WEST AND NORTHWEST ON STATE HIGHWAYS 151 AND 181 FOR
 FE2733'3.28 KM (2.05 MI) TO WHERE STATE HIGHWAY 181 TURNS TO THE WEST.
 FE2733'CONTINUE NORTHWEST ON STATE HIGHWAY 151 FOR 2.17 KM (1.35 MI) TO THE
 FE2733'STATION ON THE LEFT ON THE SOUTH SLOPE OF THE STATE LINE DRAINAGE
 FE2733'DITCH LEVEE.
 FE2733'THE STATION IS LOCATED 43.9 M (144.0 FT) EAST FROM THE CENTER OF A
 FE2733'LEVEE GATE, 42.7 M (140.1 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 FE2733'STATE HIGHWAY 151, 39.1 M (128.3 FT) SOUTHWEST FROM THE SOUTHWEST
 FE2733'CORNER OF A CONCRETE BRIDGE, 23.5 M (77.1 FT) EAST-SOUTHEAST FROM A
 FE2733'YELLOW CONCRETE POST WITH THE NUMBER 3 ON IT, 13.6 M (44.6 FT)
 FE2733'SOUTHEAST FROM THE CENTER OF A LEVEE ROAD, 9.3 M (30.5 FT) SOUTHWEST
 FE2733'FROM A UTILITY POLE, 0.5 M (1.6 FT) EAST-SOUTHEAST FROM A WITNESS
 FE2733'POST AND 0.4 M (1.3 FT) EAST FROM A METAL WITNESS POST.  THE STATION
 FE2733'IS RECESSED 0.7 M (2.3 FT) BELOW THE GROUND.
 FE2733'DESCRIBED BY E.J. HANSMANN.
 FE2733
 FE2733                          STATION RECOVERY (1999)
 FE2733
 FE2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (LC)
 FE2733'GOOD.
 FE2733
 FE2733                          STATION RECOVERY (2002)
 FE2733
 FE2733'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0316 ***********************************************************************
 DL0316  DESIGNATION -  CAMDEN
 DL0316  PID         -  DL0316
 DL0316  STATE/COUNTY-  AR/OUACHITA
 DL0316  USGS QUAD   -  CAMDEN (1985)
 DL0316
 DL0316                         *CURRENT SURVEY CONTROL
 DL0316  ___________________________________________________________________
 DL0316* NAD 83(1997)-  33 34 49.45316(N)    092 50 07.63496(W)     ADJUSTED  
 DL0316* NAVD 88     -        75.565  (meters)     247.92   (feet)  ADJUSTED  
 DL0316  ___________________________________________________________________
 DL0316  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DL0316  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0316  DYNAMIC HT  -          75.487 (meters)     247.66  (feet)  COMP
 DL0316  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 DL0316
 DL0316  HORZ ORDER  -  FIRST
 DL0316  VERT ORDER  -  FIRST     CLASS II
 DL0316
 DL0316.The horizontal coordinates were established by classical geodetic methods
 DL0316.and adjusted by the National Geodetic Survey in September 1999..
 DL0316
 DL0316.The orthometric height was determined by differential leveling
 DL0316.and adjusted by the National Geodetic Survey in June 1991..
 DL0316
 DL0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0316
 DL0316.The geoid height was determined by GEOID03.
 DL0316
 DL0316.The dynamic height is computed by dividing the NAVD 88
 DL0316.geopotential number by the normal gravity value computed on the
 DL0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0316.degrees latitude (g = 980.6199 gals.).
 DL0316
 DL0316.The modeled gravity was interpolated from observed gravity values.
 DL0316
 DL0316;                    North         East     Units Scale Factor Converg.
 DL0316;SPC AR S     -   501,661.493   322,444.088   MT  0.99994966   -0 28 03.3
 DL0316;SPC AR S     - 1,645,867.75  1,057,885.31   sFT  0.99994966   -0 28 03.3
 DL0316;UTM  15      - 3,715,645.681   515,269.766   MT  0.99960287   +0 05 27.6
 DL0316
 DL0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0316!SPC AR S     -   0.99999226  x   0.99994966  =   0.99994192
 DL0316!UTM  15      -   0.99999226  x   0.99960287  =   0.99959514
 DL0316
 DL0316:                Primary Azimuth Mark                     Grid Az
 DL0316:SPC AR S     -  CAMDEN FURNITURE CO TANK                 036 37 03.3
 DL0316:UTM  15      -  CAMDEN FURNITURE CO TANK                 036 03 32.4
 DL0316
 DL0316|---------------------------------------------------------------------|
 DL0316| PID    Reference Object                     Distance      Geod. Az  |
 DL0316|                                                           dddmmss.s |
 DL0316| DL1406 CAMDEN FURNITURE CO TANK            APPROX. 1.5 KM 0360900.0 |
 DL0316| DL1408 CAMDEN PALMER MEDIA MW              APPROX. 1.0 KM 0411807.2 |
 DL0316| DL1407 CAMDEN OUACHITA CO CTHSE            APPROX. 0.7 KM 0454329.8 |
 DL0316| DL0317 CAMDEN RM 1                          19.832 METERS 08924     |
 DL0316| DL1395 PROFFITT RM A                       APPROX.14.4 KM 0980814.2 |
 DL0316| DL1409 CAMDEN QUACHITA ELEC RAD MAST       212.117 METERS 15345     |
 DL0316| DL1404 CAMDEN MILL SO KRAFT CORP STK       APPROX. 3.9 KM 1635518.0 |
 DL0316| DL1403 CAMDEN MILL SO KRAFT CORP TK        APPROX. 4.0 KM 1642709.0 |
 DL0316| DL1405 FAIRVIEW SCHOOL WATER TANK          APPROX. 5.0 KM 1842505.1 |
 DL0316| DL0315 CAMDEN RM 2                           6.878 METERS 18449     |
 DL0316| DL1375 LOOKOUT TOWER 93 AFC                APPROX.15.8 KM 2302132.0 |
 DL0316| CY5364 CAMDEN AZ MK                                       2352330.7 |
 DL0316| CY5365 CAMDEN RM 3                                        30407     |
 DL0316|---------------------------------------------------------------------|
 DL0316
 DL0316                          SUPERSEDED SURVEY CONTROL
 DL0316
 DL0316  NAD 83(1997)-  33 34 49.46220(N)    092 50 07.62764(W) AD(       ) 1
 DL0316  NAD 83(1986)-  33 34 49.46497(N)    092 50 07.62735(W) AD(       ) 1
 DL0316  NAD 27      -  33 34 49.05600(N)    092 50 07.04000(W) AD(       ) 1
 DL0316  NGVD 29 (??/??/92)   75.592  (m)          248.00   (f) ADJ UNCH    1 2
 DL0316
 DL0316.Superseded values are not recommended for survey control.
 DL0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0316.See file dsdata.txt to determine how the superseded data were derived.
 DL0316
 DL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1527015646(NAD 83)
 DL0316_MARKER: DS = TRIANGULATION STATION DISK
 DL0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0316_SP_SET: CONCRETE POST
 DL0316_STAMPING: CAMDEN 1941
 DL0316_MARK LOGO: CGS   
 DL0316_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0316+STABILITY: SURFACE MOTION
 DL0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0316+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1992
 DL0316
 DL0316  HISTORY     - Date     Condition        Report By
 DL0316  HISTORY     - 1941     MONUMENTED       CGS
 DL0316  HISTORY     - 1960     GOOD             NGS
 DL0316  HISTORY     - 1964     GOOD             CGS
 DL0316  HISTORY     - 1965     GOOD             CGS
 DL0316  HISTORY     - 19921130 SEE DESCRIPTION  NOS
 DL0316
 DL0316                          STATION DESCRIPTION
 DL0316
 DL0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL0316'STATION CAMDEN IS IN THE SOUTHWEST PART OF THE CITY OF CAMDEN,
 DL0316'ON THE PROPERTY OF THE ARKANSAS POWER AND LIGHT CO. AT THE
 DL0316'CITY STANDPIPE, ON A SMALL HILL, THE HIGHEST POINT IN THE
 DL0316'VICINITY, 0.25 MILE WEST OF U.S. ROUTE 79 ON THE SOUTH SIDE
 DL0316'OF CHESTNUT STREET.
 DL0316'
 DL0316'STATION MARK IS 116 FEET SOUTH OF THE CENTER LINE OF CHESTNUT
 DL0316'STREET, 25 FEET EAST OF THE EAST SIDE OF THE STANDPIPE, ON
 DL0316'THE HIGHEST PART OF THE HILL, IS STAMPED CAMDEN 1941 AND PROJECTS
 DL0316'4 INCHES.
 DL0316'
 DL0316'R.M. NO. 1 IS 68 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE
 DL0316'STANDPIPE, 1 FOOT NORTH OF THE EAST-WEST FENCE ACROSS THE
 DL0316'SOUTH SIDE OF THE LOT, ABOUT 6 INCHES LOWER THAN THE STATION
 DL0316'MARK, IS STAMPED CAMDEN NO. 1 1941, AND PROJECTS 6 INCHES.
 DL0316'
 DL0316'R.M. NO. 2 IS A STANDARD REFERENCE DISK SET IN CONCRETE
 DL0316'IN A DRILL HOLE IN THE CIRCULAR CONCRETE BASE OF THE STANDPIPE,
 DL0316'THE SURFACE OF WHICH IS ABOUT 3 FEET ABOVE THE GROUND AND THE
 DL0316'STATION MARK, THE MARK IS STAMPED CAMDEN NO. 2 1941.
 DL0316'
 DL0316'AZIMUTH MARK IS 0.35 MILE WEST SOUTHWEST OF THE STATION,
 DL0316'0.2 MILE SOUTH OF CHESTNUT STREET, 18 FEET WEST OF THE CENTER
 DL0316'LINE OF SYCAMORE STREET, 19 FEET EAST OF THE SOUTHEAST CORNER
 DL0316'OF A SMALL YELLOW HOUSE, 21 FEET NORTH OF THE DRIVEWAY TO
 DL0316'THIS HOUSE, 2 FEET WEST OF WHITE REFERENCE POST, 1 FOOT SOUTH
 DL0316'OF A TELEPHONE POLE, IS STAMPED CAMDEN 1941, AND PROJECTS 6
 DL0316'INCHES.
 DL0316'
 DL0316'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DL0316
 DL0316                          STATION RECOVERY (1960)
 DL0316
 DL0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0316'IN CAMDEN.
 DL0316'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0316'STATION AT CAMDEN, THENCE 0.15 MILE SOUTH ALONG SOUTH CALIFORNIA
 DL0316'STREET, THENCE 0.1 MILE WEST ALONG CHESTNUT STREET, 174 FEET EAST OF
 DL0316'THE CENTER LINE OF LOCUST STREET, 115 FEET SOUTH OF THE CENTER LINE OF
 DL0316'CHESTNUT STREET, 68 FEET WEST OF THE WEST FACE OF HOUSE NO. 441, 65
 DL0316'FEET NORTHWEST OF CAMDEN R.M. 1, 25 FEET EAST OF THE EAST SIDE OF A
 DL0316'WATER TANK, 22 1/2 FEET EAST OF CAMDEN R.M. 2, ABOUT 10 FEET ABOVE THE
 DL0316'LEVEL OF CHESTNUT STREET, IN THE TOP OF A CONCRETE POST PROJECTING 8
 DL0316'INCHES.  NOTE-- THE WATER TANK HAS BEEN REMOVED.  THE CONCRETE BASE
 DL0316'FOR THE TANK IS STILL IN PLACE.
 DL0316
 DL0316                          STATION RECOVERY (1964)
 DL0316
 DL0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL0316'THIS STATION RECOVERED AS DESCRIBED EXCEPT THAT THE WATER TANK HAS
 DL0316'BEEN REMOVED.  THE STATION IS 0.1 MILE WEST ALONG CHESTNUT
 DL0316'STREET FROM U.S. HIGHWAY 79, 116 FEET SOUTH OF THE CENTERLINE
 DL0316'OF CHESTNUT STREET AND 25 FEET EAST OF THE OLD CONCRETE BASE
 DL0316'FOR THE FORMER WATER TANK.
 DL0316'
 DL0316'THE AZIMUTH MARK IS IN THE DRIVEWAY AT THE HOUSE AT 612 SYCAMORE
 DL0316'STREET, 19 FEET EAST OF THE SOUTHEAST CORNER OF THE MAIN PART
 DL0316'OF THE HOUSE AND IN THE SOUTH TRACK OF TRACKS LEADING TO THE
 DL0316'GARAGE.  THIS MARK IS NOT VISABLE FROM THE GROUND AT THE
 DL0316'STATION DUE TO A HOUSE THAT HAS BEEN BUILT ON LINE.
 DL0316
 DL0316                          STATION RECOVERY (1965)
 DL0316
 DL0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL0316'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 DL0316'AZIMUTH MARK IS NO LONGER VISIBLE TO THE STATION DUE TO A HOUSE
 DL0316'BEING DIRECTLY ON LINE TO THE MARK.
 DL0316'
 DL0316'PROPERTY ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY
 DL0316'THE CITY OF CAMDEN.  THE STANDPIPE IS NO LONGER AT THE STATION
 DL0316'SITE, BUT THE CONCRETE BASE FOR THE STANDPIPE IS STILL THERE.
 DL0316'
 DL0316'A REFERENCE MARK NUMBER 3 WAS ESTABLISHED.  MARK IS A STANDARD
 DL0316'REFERENCE MARK DISK, STAMPED CAMDEN NO 3 1941, CEMENTED IN A
 DL0316'DRILL HOLE, IN THE TOP OF A CONCRETE SIDEWALK.  MARK IS 31.6
 DL0316'FEET NORTHWEST OF THE CENTER OF THE CHESTNUT-LOCUST STREETS
 DL0316'INTERSECTION, 28.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DL0316'OF A HOUSE (506 CHESTNUT STREET), 28 FEET WEST OF THE CENTER
 DL0316'OF LOCUST STREET AND 16 FEET NORTH OF THE CENTER OF CHESTNUT
 DL0316'STREET.
 DL0316'
 DL0316'STATION MARK IS STAMPED CAMDEN 1941, SET IN THE TOP OF A
 DL0316'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES.  MARK
 DL0316'IS 118 FEET SOUTH OF THE CENTER OF CHESTNUT STREET, 76 FEET WEST
 DL0316'OF THE NORTHWEST CORNER OF A HOUSE (441 CHESTNUT STREET),
 DL0316'61 FEET NORTH OF A HEDGE ROW, 44.5 FEET NORTHEAST OF AN 8-INCH
 DL0316'CEDAR TREE, 29.2 FEET WEST OF AN 8-INCH OAK TREE AND 21.6 FEET
 DL0316'EAST OF THE EAST EDGE OF THE OLD STANDPIPE CONCRETE BASE.
 DL0316'
 DL0316'REFERENCE MARK NUMBER 1 DISK IS STAMPED CAMDEN NO 1 1941, SET
 DL0316'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 DL0316'6 INCHES.  MARK IS IN THE NORTH EDGE OF THE HEDGE ROW AND IS
 DL0316'63.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AT 441
 DL0316'CHESTNUT STREET.
 DL0316'
 DL0316'REFERENCE MARK NUMBER 2 DISK IS STAMPED CAMDEN NO 2 1941,
 DL0316'CEMENTED IN A DRILL HOLE, IN THE TOP OF THE OLD STANDPIPE CONCRETE
 DL0316'BASE.  MARK IS 123 FEET SOUTH OF THE CENTER OF CHESTNUT STREET,
 DL0316'54.6 FEET NORTH OF THE HEDGE ROW, 22.8 FEET SOUTHEAST OF THE
 DL0316'8-INCH CEDAR TREE AND 1 FOOT WEST OF THE EAST EDGE OF THE
 DL0316'STANDPIPE CONCRETE BASE.
 DL0316'
 DL0316'AZIMUTH MARK DISK IS STAMPED CAMDEN 1941, SET IN THE TOP OF
 DL0316'A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 DL0316'THE GROUND.  MARK IS IN THE SOUTH LANE OF A GRAVELED DRIVEWAY
 DL0316'OF 612 SYCAMORE STREET, 33 FEET NORTH OF A POWERLINE POLE AND
 DL0316'16-1/2 FEET WEST OF THE CENTER OF SYCAMORE STREET.
 DL0316'
 DL0316'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 DL0316'STATE HIGHWAYS 24 AND 4 IN CAMDEN.  GO WESTERLY AND SOUTH ON
 DL0316'HIGHWAY 79 FOR 0.3 MILE TO CHESTNUT STREET.  TURN RIGHT AND
 DL0316'GO WEST ON CHESTNUT STREET FOR 0.1 MILE TO TOP OF HILL AND
 DL0316'STATION ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON
 DL0316'CHESTNUT STREET FOR 0.05 MILE TO THE REFERENCE MARK NUMBER 3.
 DL0316'
 DL0316'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DL0316
 DL0316                          STATION RECOVERY (1992)
 DL0316
 DL0316'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL0316'RM 1 RECOVERED.  SURFACE MARK SEARCHED FOR BUT WAS PROBABLY DESTROYED
 DL0316'DURING BULLDOZING OPERATIONS TO CLEAR THE LAND WHEN HOUSE WAS RAZED.
 DL0316'STATION MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1828 ***********************************************************************
 EJ1828  DESIGNATION -  CAMDEN
 EJ1828  PID         -  EJ1828
 EJ1828  STATE/COUNTY-  AR/GRANT
 EJ1828  USGS QUAD   -  PRATTSVILLE (1984)
 EJ1828
 EJ1828                         *CURRENT SURVEY CONTROL
 EJ1828  ___________________________________________________________________
 EJ1828* NAD 83(1997)-  34 22 25.55318(N)    092 30 53.04080(W)     ADJUSTED  
 EJ1828* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 EJ1828  ___________________________________________________________________
 EJ1828  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 EJ1828  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EJ1828
 EJ1828  HORZ ORDER  -  SECOND
 EJ1828
 EJ1828.The horizontal coordinates were established by classical geodetic methods
 EJ1828.and adjusted by the National Geodetic Survey in September 1999..
 EJ1828
 EJ1828.The orthometric height was scaled from a topographic map.
 EJ1828
 EJ1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1828
 EJ1828.The geoid height was determined by GEOID03.
 EJ1828
 EJ1828;                    North         East     Units Scale Factor Converg.
 EJ1828;SPC AR S     -   589,458.793   352,658.970   MT  0.99993595   -0 17 17.1
 EJ1828;SPC AR S     - 1,933,916.06  1,157,015.30   sFT  0.99993595   -0 17 17.1
 EJ1828;UTM  15      - 3,803,706.212   544,616.271   MT  0.99962454   +0 16 26.3
 EJ1828
 EJ1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1828!SPC AR S     -   0.99998481  x   0.99993595  =   0.99992076
 EJ1828!UTM  15      -   0.99998481  x   0.99962454  =   0.99960935
 EJ1828
 EJ1828:                Primary Azimuth Mark                     Grid Az
 EJ1828:SPC AR S     -  SHERIDAN MUNICIPAL TANK                  124 13 20.8
 EJ1828:UTM  15      -  SHERIDAN MUNICIPAL TANK                  123 39 37.4
 EJ1828
 EJ1828|---------------------------------------------------------------------|
 EJ1828| PID    Reference Object                     Distance      Geod. Az  |
 EJ1828|                                                           dddmmss.s |
 EJ1828| EJ1822 SHERIDAN MUNICIPAL TANK             APPROX.12.6 KM 1235603.7 |
 EJ1828| CY5367 CAMDEN RM 2                          27.942 METERS 21638     |
 EJ1828| EJ1865 GIFFORD                             APPROX.23.1 KM 2593436.3 |
 EJ1828| EJ1829 ARKANSAS FORESTRY COMM LOT 74        12.950 METERS 28151     |
 EJ1828| CY5366 CAMDEN RM 1                          26.756 METERS 33124     |
 EJ1828|---------------------------------------------------------------------|
 EJ1828
 EJ1828                          SUPERSEDED SURVEY CONTROL
 EJ1828
 EJ1828  NAD 83(1986)-  34 22 25.56358(N)    092 30 53.03170(W) AD(       ) 2
 EJ1828  NAD 27      -  34 22 25.22198(N)    092 30 52.46059(W) AD(       ) 2
 EJ1828
 EJ1828.Superseded values are not recommended for survey control.
 EJ1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1828.See file dsdata.txt to determine how the superseded data were derived.
 EJ1828
 EJ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4461603706(NAD 83)
 EJ1828_MARKER: DD = SURVEY DISK
 EJ1828_SETTING: 0 = UNSPECIFIED SETTING
 EJ1828
 EJ1828  HISTORY     - Date     Condition        Report By
 EJ1828  HISTORY     - 1964     MONUMENTED       CGS
 EJ1828
 EJ1828                          STATION DESCRIPTION
 EJ1828
 EJ1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1828'THE STATION IS ABOUT 8 MILES NORTHWEST OF SHERIDAN, AT THE EAST
 EJ1828'SIDE OF LOOKOUT TOWER NO. 74, IN THE NORTHEAST 1/4 OF SECTION
 EJ1828'16, T 4 S, R 14 W. AND ON STATE FOREST SERVICE PROPERTY.
 EJ1828'IT IS 31 FEET EAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER,
 EJ1828'31 FEET NORTHWEST OF A 16 INCH PINE TREE, 76 FEET NORTH OF A
 EJ1828'WELL AND 87 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 EJ1828'FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EJ1828'CAMDEN 1964.
 EJ1828'
 EJ1828'TO REACH FROM THE TRAFFIC LIGHT AT THE NORTHWEST CORNER OF
 EJ1828'THE SQUARE IN SHERIDAN, GO WEST ON U.S. HIGHWAY 270 FOR 4.0
 EJ1828'MILES TO THE BRIDGE OVER LOST CREEK.  CONTINUE WEST ON THE
 EJ1828'HIGHWAY FOR 1.15 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 EJ1828'ON A GRAVELED ROAD (DUNN TRAIL) FOR 2.7 MILES TO A T-ROAD.
 EJ1828'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.6 MILES TO A
 EJ1828'CROSS ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
 EJ1828'(OLD CAMDEN ROAD) FOR 0.7 MILE TO A GRAVELED DRIVEWAY LEADING
 EJ1828'TO A LOOKOUT TOWER ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST
 EJ1828'ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION ON THE EAST SIDE
 EJ1828'OF THE LOOKOUT TOWER.
 EJ1828'
 EJ1828'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE, 34 FEET
 EJ1828'NORTHWEST OF A 30 INCH PINE TREE AND 59 FEET NORTH-NORTHEAST
 EJ1828'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  THE MONUMENT
 EJ1828'PROJECTS 3 INCHES AND THE DISK IS STAMPED CAMDEN NO 1 1964.
 EJ1828'
 EJ1828'REFERENCE MARK 2 IS 15 FEET WEST OF THE CENTERLINE OF THE
 EJ1828'GRAVELED DRIVEWAY, 30 FEET EAST OF THE SOUTHEAST CORNER OF
 EJ1828'THE HOUSE AND 72 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 EJ1828'LOOKOUT TOWER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EJ1828'CAMDEN NO 2 1964.
 EJ1828'
 EJ1828'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH OR REFERENCE
 EJ1828'MARK 3.
 EJ1828'
 EJ1828'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7101 ***********************************************************************
 DH7101  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7101  DESIGNATION -  CAMDEN CORS ARP
 DH7101  CORS_ID     -  ARCM
 DH7101  PID         -  DH7101
 DH7101  STATE/COUNTY-  AR/OUACHITA
 DH7101  USGS QUAD   -  CAMDEN SW (1985)
 DH7101
 DH7101                         *CURRENT SURVEY CONTROL
 DH7101  ___________________________________________________________________
 DH7101* NAD 83(CORS)-  33 32 32.63551(N)    092 52 57.80425(W)     ADJUSTED  
 DH7101* NAVD 88     -                                                        
 DH7101  ___________________________________________________________________
 DH7101  EPOCH DATE  -        2002.00
 DH7101  X           -    -267,627.504 (meters)                     COMP
 DH7101  Y           -  -5,314,760.861 (meters)                     COMP
 DH7101  Z           -   3,504,269.527 (meters)                     COMP
 DH7101  ELLIP HEIGHT-          26.72  (meters)          (11/??/05) GPS OBS
 DH7101  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DH7101
 DH7101  HORZ ORDER  -  SPECIAL (CORS)
 DH7101  ELLP ORDER  -  SPECIAL (CORS)
 DH7101
 DH7101.ITRF positions are available for this station.
 DH7101.The coordinates were established by GPS observations
 DH7101.and adjusted by the National Geodetic Survey in November 2005..
 DH7101.The coordinates are valid at the epoch date displayed above.
 DH7101.The epoch date for horizontal control is a decimal equivalence
 DH7101.of Year/Month/Day.
 DH7101
 DH7101
 DH7101.The PID for the CORS L1 Phase Center is DH7102.
 DH7101
 DH7101.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7101
 DH7101.The ellipsoidal height was determined by GPS observations
 DH7101.and is referenced to NAD 83.
 DH7101
 DH7101.The geoid height was determined by GEOID03.
 DH7101
 DH7101;                    North         East     Units Scale Factor Converg.
 DH7101;SPC AR S     -   497,483.380   318,019.804   MT  0.99995510   -0 29 38.6
 DH7101;SPC AR S     - 1,632,160.06  1,043,369.97   sFT  0.99995510   -0 29 38.6
 DH7101
 DH7101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7101!SPC AR S     -   0.99999581  x   0.99995510  =   0.99995091
 DH7101
 DH7101                          SUPERSEDED SURVEY CONTROL
 DH7101
 DH7101.No superseded survey control is available for this station.
 DH7101
 DH7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1088811426(NAD 83)
 DH7101_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7101
 DH7101                          STATION DESCRIPTION
 DH7101
 DH7101'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7101'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7101'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7101'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7101'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7101'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7102 ***********************************************************************
 DH7102  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7102  DESIGNATION -  CAMDEN CORS L1 PHASE CENTER
 DH7102  CORS_ID     -  ARCM
 DH7102  PID         -  DH7102
 DH7102  STATE/COUNTY-  AR/OUACHITA
 DH7102  USGS QUAD   -  CAMDEN SW (1985)
 DH7102
 DH7102                         *CURRENT SURVEY CONTROL
 DH7102  ___________________________________________________________________
 DH7102* NAD 83(CORS)-  33 32 32.63552(N)    092 52 57.80423(W)     ADJUSTED  
 DH7102* NAVD 88     -                                                        
 DH7102  ___________________________________________________________________
 DH7102  EPOCH DATE  -        2002.00
 DH7102  X           -    -267,627.506 (meters)                     COMP
 DH7102  Y           -  -5,314,760.919 (meters)                     COMP
 DH7102  Z           -   3,504,269.566 (meters)                     COMP
 DH7102  ELLIP HEIGHT-          26.79  (meters)          (11/??/05) GPS OBS
 DH7102  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DH7102
 DH7102  HORZ ORDER  -  SPECIAL (CORS)
 DH7102  ELLP ORDER  -  SPECIAL (CORS)
 DH7102
 DH7102.ITRF positions are available for this station.
 DH7102.The coordinates were established by GPS observations
 DH7102.and adjusted by the National Geodetic Survey in November 2005..
 DH7102.The coordinates are valid at the epoch date displayed above.
 DH7102.The epoch date for horizontal control is a decimal equivalence
 DH7102.of Year/Month/Day.
 DH7102
 DH7102
 DH7102.The PID for the CORS ARP is DH7101.
 DH7102
 DH7102.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7102
 DH7102.The ellipsoidal height was determined by GPS observations
 DH7102.and is referenced to NAD 83.
 DH7102
 DH7102.The geoid height was determined by GEOID03.
 DH7102
 DH7102;                    North         East     Units Scale Factor Converg.
 DH7102;SPC AR S     -   497,483.381   318,019.804   MT  0.99995510   -0 29 38.6
 DH7102;SPC AR S     - 1,632,160.06  1,043,369.97   sFT  0.99995510   -0 29 38.6
 DH7102
 DH7102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7102!SPC AR S     -   0.99999579  x   0.99995510  =   0.99995089
 DH7102
 DH7102                          SUPERSEDED SURVEY CONTROL
 DH7102
 DH7102.No superseded survey control is available for this station.
 DH7102
 DH7102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1088811426(NAD 83)
 DH7102_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7102
 DH7102                          STATION DESCRIPTION
 DH7102
 DH7102'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7102'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7102'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7102'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7102'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7102'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1406 ***********************************************************************
 DL1406  DESIGNATION -  CAMDEN FURNITURE CO TANK
 DL1406  PID         -  DL1406
 DL1406  STATE/COUNTY-  AR/OUACHITA
 DL1406  USGS QUAD   -  CAMDEN (1985)
 DL1406
 DL1406                         *CURRENT SURVEY CONTROL
 DL1406  ___________________________________________________________________
 DL1406* NAD 83(1997)-  33 35 27.74051(N)    092 49 34.21209(W)     ADJUSTED  
 DL1406* NAVD 88     -                                                        
 DL1406  ___________________________________________________________________
 DL1406  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DL1406  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1406
 DL1406  HORZ ORDER  -  THIRD
 DL1406
 DL1406.The horizontal coordinates were established by classical geodetic methods
 DL1406.and adjusted by the National Geodetic Survey in September 1999..
 DL1406
 DL1406
 DL1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1406
 DL1406.The geoid height was determined by GEOID03.
 DL1406
 DL1406;                    North         East     Units Scale Factor Converg.
 DL1406;SPC AR S     -   502,834.021   323,315.442   MT  0.99994822   -0 27 44.6
 DL1406;SPC AR S     - 1,649,714.62  1,060,744.08   sFT  0.99994822   -0 27 44.6
 DL1406;UTM  15      - 3,716,826.240   516,129.350   MT  0.99960321   +0 05 46.2
 DL1406
 DL1406                          SUPERSEDED SURVEY CONTROL
 DL1406
 DL1406  NAD 83(1997)-  33 35 27.74948(N)    092 49 34.20481(W) AD(       ) 4
 DL1406  NAD 83(1986)-  33 35 27.75224(N)    092 49 34.20457(W) AD(       ) 4
 DL1406  NAD 27      -  33 35 27.34300(N)    092 49 33.61900(W) AD(       ) 3
 DL1406
 DL1406.Superseded values are not recommended for survey control.
 DL1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1406.See file dsdata.txt to determine how the superseded data were derived.
 DL1406
 DL1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1612916826(NAD 83)
 DL1406_MARKER: 82 = FINIAL
 DL1406
 DL1406  HISTORY     - Date     Condition        Report By
 DL1406  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1406  HISTORY     - 1942     GOOD             CGS
 DL1406
 DL1406                          STATION DESCRIPTION
 DL1406
 DL1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1406'STATION IS THE BALL FINIAL ON THE BLACK TANK, PROPERTY OF THE
 DL1406'CAMDEN FURNITURE COMPANY.  THE TANK IS IN THE NE PART OF CAMDEN,
 DL1406'AT THE END OF POLK STREET.  IT IS SUPPORTED BY FOUR TRUSSWORK
 DL1406'STEEL LEGS, WITH THE LETTERING CAMDEN FURNITURE COMPANY ON
 DL1406'THE E SIDE, TANK IS ABOUT 110 FEET HIGH.
 DL1406
 DL1406                          STATION RECOVERY (1942)
 DL1406
 DL1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1406'STATION RECOVERED AS DESCRIBED.  THIS INTERSECTION STATION IS
 DL1406'LOCATED IN THE NE PART OF CAMDEN, AT THE N END OF POLK STREET,
 DL1406'ON THE PROPERTY OF THE CAMDEN FURNITURE COMPANY.  THE TANK IS
 DL1406'BLACK IN COLOR, WITH THE LETTERING CAMDEN FURNITURE COMPANY
 DL1406'ON THE E SIDE.  IT IS SUPPORTED BY FOUR TRUSSWORK STEEL LEGS
 DL1406'AND IS ABOUT 110 FEET HIGH.  POINT LOCATED WAS THE BALL FINIAL
 DL1406'AT THE APEX OF THE CONICAL ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0320 ***********************************************************************
 DL0320  DESIGNATION -  CAMDEN IV
 DL0320  PID         -  DL0320
 DL0320  STATE/COUNTY-  AR/OUACHITA
 DL0320  USGS QUAD   -  CAMDEN (1985)
 DL0320
 DL0320                         *CURRENT SURVEY CONTROL
 DL0320  ___________________________________________________________________
 DL0320* NAD 83(1986)-  33 36 01.     (N)    092 49 26.     (W)     SCALED    
 DL0320* NAVD 88     -        35.168  (meters)     115.38   (feet)  ADJUSTED  
 DL0320  ___________________________________________________________________
 DL0320  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0320  DYNAMIC HT  -          35.131 (meters)     115.26  (feet)  COMP
 DL0320  MODELED GRAV-     979,607.5   (mgal)                       NAVD 88
 DL0320
 DL0320  VERT ORDER  -  SECOND    CLASS 0
 DL0320
 DL0320.The horizontal coordinates were scaled from a topographic map and have
 DL0320.an estimated accuracy of +/- 6 seconds.
 DL0320
 DL0320.The orthometric height was determined by differential leveling
 DL0320.and adjusted by the National Geodetic Survey in June 1991..
 DL0320
 DL0320.The geoid height was determined by GEOID03.
 DL0320
 DL0320.The dynamic height is computed by dividing the NAVD 88
 DL0320.geopotential number by the normal gravity value computed on the
 DL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0320.degrees latitude (g = 980.6199 gals.).
 DL0320
 DL0320.The modeled gravity was interpolated from observed gravity values.
 DL0320
 DL0320;                    North         East    Units  Estimated Accuracy
 DL0320;SPC AR S     -   503,860.      323,540.      MT  (+/- 180 meters Scaled)
 DL0320
 DL0320                          SUPERSEDED SURVEY CONTROL
 DL0320
 DL0320  NGVD 29 (??/??/92)   35.203  (m)          115.50   (f) ADJ UNCH    2 0
 DL0320
 DL0320.Superseded values are not recommended for survey control.
 DL0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0320.See file dsdata.txt to determine how the superseded data were derived.
 DL0320
 DL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT163178(NAD 83)
 DL0320_MARKER: Q = CHISELED SQUARE
 DL0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0320_SP_SET: PIER
 DL0320_STAMPING: USBM
 DL0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0320
 DL0320  HISTORY     - Date     Condition        Report By
 DL0320  HISTORY     - UNK      MONUMENTED       DOD
 DL0320  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0320
 DL0320                          STATION DESCRIPTION
 DL0320
 DL0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0320'IN CAMDEN.
 DL0320'NEAR CAMDEN, OUACHITA COUNTY, AT THE ST LOUIS SOUTHWESTERN RAILWAY
 DL0320'BRIDGE OVER OUACHITA RIVER, UNDER THE SOUTHWEST END OF THE NORTHWEST
 DL0320'TRUSS, ON THE OLD STONE CAP TO THE TUBULAR IRON PIER, IN LINE WITH THE
 DL0320'WEST EDGE OF THE REST PLATE, AND 1.1 FEET NORTH OF THE NORTH RIDGE. A
 DL0320'CHISELED SQUARE MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1403 ***********************************************************************
 DL1403  DESIGNATION -  CAMDEN MILL SO KRAFT CORP TK
 DL1403  PID         -  DL1403
 DL1403  STATE/COUNTY-  AR/OUACHITA
 DL1403  USGS QUAD   -  CAMDEN (1985)
 DL1403
 DL1403                         *CURRENT SURVEY CONTROL
 DL1403  ___________________________________________________________________
 DL1403* NAD 83(1997)-  33 32 43.94388(N)    092 49 25.93380(W)     ADJUSTED  
 DL1403* NAVD 88     -                                                        
 DL1403  ___________________________________________________________________
 DL1403  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DL1403  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1403
 DL1403  HORZ ORDER  -  THIRD
 DL1403
 DL1403.The horizontal coordinates were established by classical geodetic methods
 DL1403.and adjusted by the National Geodetic Survey in September 1999..
 DL1403
 DL1403
 DL1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1403
 DL1403.The geoid height was determined by GEOID03.
 DL1403
 DL1403;                    North         East     Units Scale Factor Converg.
 DL1403;SPC AR S     -   497,786.199   323,488.266   MT  0.99995463   -0 27 40.0
 DL1403;SPC AR S     - 1,633,153.55  1,061,311.09   sFT  0.99995463   -0 27 40.0
 DL1403;UTM  15      - 3,711,782.099   516,351.293   MT  0.99960330   +0 05 50.4
 DL1403
 DL1403                          SUPERSEDED SURVEY CONTROL
 DL1403
 DL1403  NAD 83(1997)-  33 32 43.95296(N)    092 49 25.92646(W) AD(       ) 4
 DL1403  NAD 83(1986)-  33 32 43.95590(N)    092 49 25.92615(W) AD(       ) 4
 DL1403  NAD 27      -  33 32 43.54300(N)    092 49 25.34100(W) AD(       ) 3
 DL1403
 DL1403.Superseded values are not recommended for survey control.
 DL1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1403.See file dsdata.txt to determine how the superseded data were derived.
 DL1403
 DL1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1635111782(NAD 83)
 DL1403_MARKER: 82 = FINIAL
 DL1403
 DL1403  HISTORY     - Date     Condition        Report By
 DL1403  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1403
 DL1403                          STATION DESCRIPTION
 DL1403
 DL1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1403'THE STATION IS THE BALL FINIAL ON TOP OF THE CAMDEN MILL SOUTHERN
 DL1403'KRAFT CORPORATION TANK.  THE TANK IS LOCATED TWO MILES SOUTH
 DL1403'OF CAMDEN AND ON THE EAST SIDE OF STATE HIGHWAY NO. 7 IN THE
 DL1403'SETTLEMENT OF CULLANDALE.  THE ALLUMINUM TANK IS SUPPORTED
 DL1403'BY FOUR TRUSS WORK LEGS AND HAS THE NAME (CAMDEN MILL SOUTHERN
 DL1403'KRAFT CORPORATION) ON THE WEST SIDE IN BLACK LETTERING.  IT
 DL1403'HAS AN APPROXIMATE HEIGHT OF 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1404 ***********************************************************************
 DL1404  DESIGNATION -  CAMDEN MILL SO KRAFT CORP STK
 DL1404  PID         -  DL1404
 DL1404  STATE/COUNTY-  AR/OUACHITA
 DL1404  USGS QUAD   -  CAMDEN (1985)
 DL1404
 DL1404                         *CURRENT SURVEY CONTROL
 DL1404  ___________________________________________________________________
 DL1404* NAD 83(1997)-  33 32 46.95495(N)    092 49 25.46971(W)     ADJUSTED  
 DL1404* NAVD 88     -                                                        
 DL1404  ___________________________________________________________________
 DL1404  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 DL1404  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1404
 DL1404  HORZ ORDER  -  THIRD
 DL1404
 DL1404.The horizontal coordinates were established by classical geodetic methods
 DL1404.and adjusted by the National Geodetic Survey in September 1999..
 DL1404
 DL1404
 DL1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1404
 DL1404.The geoid height was determined by GEOID03.
 DL1404
 DL1404;                    North         East     Units Scale Factor Converg.
 DL1404;SPC AR S     -   497,878.865   323,500.984   MT  0.99995451   -0 27 39.7
 DL1404;SPC AR S     - 1,633,457.58  1,061,352.81   sFT  0.99995451   -0 27 39.7
 DL1404;UTM  15      - 3,711,874.852   516,363.103   MT  0.99960330   +0 05 50.6
 DL1404
 DL1404                          SUPERSEDED SURVEY CONTROL
 DL1404
 DL1404  NAD 83(1997)-  33 32 46.96397(N)    092 49 25.46234(W) AD(       ) 4
 DL1404  NAD 83(1986)-  33 32 46.96682(N)    092 49 25.46203(W) AD(       ) 4
 DL1404  NAD 27      -  33 32 46.56700(N)    092 49 24.87800(W) AD(       ) 3
 DL1404
 DL1404.Superseded values are not recommended for survey control.
 DL1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1404.See file dsdata.txt to determine how the superseded data were derived.
 DL1404
 DL1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1636311875(NAD 83)
 DL1404_MARKER: 63 = STACK
 DL1404
 DL1404  HISTORY     - Date     Condition        Report By
 DL1404  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1404
 DL1404                          STATION DESCRIPTION
 DL1404
 DL1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1404'THE STATION IS THE CENTER OF THE CONCRETE STACK OWNED BY THE
 DL1404'CAMDEN MILL OF THE SOUTHERN KRAFT CORPORATION.  IT IS LOCATED IN
 DL1404'THE CULLANDALE SECTION 2 MILES SOUTH OF CAMDEN.  THE STACK IS
 DL1404'ABOUT 30 FEET IN DIAMETER AT THE BASE AND IS APPROXIMATELY 190
 DL1404'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1407 ***********************************************************************
 DL1407  DESIGNATION -  CAMDEN OUACHITA CO CTHSE
 DL1407  PID         -  DL1407
 DL1407  STATE/COUNTY-  AR/OUACHITA
 DL1407  USGS QUAD   -  CAMDEN (1985)
 DL1407
 DL1407                         *CURRENT SURVEY CONTROL
 DL1407  ___________________________________________________________________
 DL1407* NAD 83(1997)-  33 35 04.18873(N)    092 49 49.57735(W)     ADJUSTED  
 DL1407* NAVD 88     -                                                        
 DL1407  ___________________________________________________________________
 DL1407  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DL1407  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1407
 DL1407  HORZ ORDER  -  THIRD
 DL1407
 DL1407.The horizontal coordinates were established by classical geodetic methods
 DL1407.and adjusted by the National Geodetic Survey in September 1999..
 DL1407
 DL1407
 DL1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1407
 DL1407.The geoid height was determined by GEOID03.
 DL1407
 DL1407;                    North         East     Units Scale Factor Converg.
 DL1407;SPC AR S     -   502,111.664   322,913.400   MT  0.99994910   -0 27 53.2
 DL1407;SPC AR S     - 1,647,344.68  1,059,425.05   sFT  0.99994910   -0 27 53.2
 DL1407;UTM  15      - 3,716,100.249   515,734.506   MT  0.99960305   +0 05 37.7
 DL1407
 DL1407                          SUPERSEDED SURVEY CONTROL
 DL1407
 DL1407  NAD 83(1997)-  33 35 04.19775(N)    092 49 49.57003(W) AD(       ) 4
 DL1407  NAD 83(1986)-  33 35 04.20050(N)    092 49 49.56979(W) AD(       ) 4
 DL1407  NAD 27      -  33 35 03.79100(N)    092 49 48.98400(W) AD(       ) 3
 DL1407
 DL1407.Superseded values are not recommended for survey control.
 DL1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1407.See file dsdata.txt to determine how the superseded data were derived.
 DL1407
 DL1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1573516100(NAD 83)
 DL1407_MARKER: 82 = FINIAL
 DL1407
 DL1407  HISTORY     - Date     Condition        Report By
 DL1407  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1407
 DL1407                          STATION DESCRIPTION
 DL1407
 DL1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1407'THIS STATION IS THE FINIAL ON THE COUNTY COURT HOUSE IN CAMDEN.
 DL1407'IT IS LOCATED ON JEFFERSON STREET BETWEEN HARRISON STREET AND
 DL1407'SCOTT ALLEY.  THE BUILDING IS OF GREY BRICK CONSTRUCTION.  THERE
 DL1407'IS A WHITE CUPOLA IN THE CENTER OF THE BUILDING WHICH HAS A
 DL1407'CLOCK ON ALL FOUR SIDES AND AN ORNAMENTAL GLASS FINIAL AT THE
 DL1407'TOP.  THE TOTAL HEIGHT IS ABOUT 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1408 ***********************************************************************
 DL1408  DESIGNATION -  CAMDEN PALMER MEDIA MW
 DL1408  PID         -  DL1408
 DL1408  STATE/COUNTY-  AR/OUACHITA
 DL1408  USGS QUAD   -  CAMDEN (1985)
 DL1408
 DL1408                         *CURRENT SURVEY CONTROL
 DL1408  ___________________________________________________________________
 DL1408* NAD 83(1997)-  33 35 13.03374(N)    092 49 42.88047(W)     ADJUSTED  
 DL1408* NAVD 88     -                                                        
 DL1408  ___________________________________________________________________
 DL1408  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DL1408  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1408
 DL1408  HORZ ORDER  -  THIRD
 DL1408
 DL1408.The horizontal coordinates were established by classical geodetic methods
 DL1408.and adjusted by the National Geodetic Survey in September 1999..
 DL1408
 DL1408
 DL1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1408
 DL1408.The geoid height was determined by GEOID03.
 DL1408
 DL1408;                    North         East     Units Scale Factor Converg.
 DL1408;SPC AR S     -   502,382.754   323,088.281   MT  0.99994877   -0 27 49.5
 DL1408;SPC AR S     - 1,648,234.09  1,059,998.80   sFT  0.99994877   -0 27 49.5
 DL1408;UTM  15      - 3,716,372.937   515,906.677   MT  0.99960312   +0 05 41.4
 DL1408
 DL1408                          SUPERSEDED SURVEY CONTROL
 DL1408
 DL1408  NAD 83(1997)-  33 35 13.04279(N)    092 49 42.87320(W) AD(       ) 4
 DL1408  NAD 83(1986)-  33 35 13.04553(N)    092 49 42.87294(W) AD(       ) 4
 DL1408  NAD 27      -  33 35 12.63786(N)    092 49 42.28503(W) AD(       ) 3
 DL1408
 DL1408.Superseded values are not recommended for survey control.
 DL1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1408.See file dsdata.txt to determine how the superseded data were derived.
 DL1408
 DL1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1590716373(NAD 83)
 DL1408_MARKER: 45 = MICROWAVE TOWER
 DL1408
 DL1408  HISTORY     - Date     Condition        Report By
 DL1408  HISTORY     - 1965     FIRST OBSERVED   CGS
 DL1408
 DL1408                          STATION DESCRIPTION
 DL1408
 DL1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1408'STATION IS LOCATED AT THE SOUTH EDGE OF THE CAMDEN NEWS PAPER
 DL1408'OFFICE BUILDING WHICH IS AT THE CORNER OF MADISON AND VAN BUREN
 DL1408'STREETS, IN CAMDEN.
 DL1408'
 DL1408'TOWER IS CONSTRUCTED OF TUBULAR STEEL.  TOWER CONSISTS OF
 DL1408'3-STEEL LEGS WHICH ARE IN SECTIONS AND ARE PAINTED RED-WHITE
 DL1408'ALTERNATELY.  TOWER IS 149 FEET IN HEIGHT AND HAS TWO ROUND
 DL1408'FANS MOUNTED AT THE TOP.
 DL1408'
 DL1408'POINT INTERSECTED, WAS THE TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1409 ***********************************************************************
 DL1409  DESIGNATION -  CAMDEN QUACHITA ELEC RAD MAST
 DL1409  PID         -  DL1409
 DL1409  STATE/COUNTY-  AR/OUACHITA
 DL1409  USGS QUAD   -  CAMDEN (1985)
 DL1409
 DL1409                         *CURRENT SURVEY CONTROL
 DL1409  ___________________________________________________________________
 DL1409* NAD 83(1997)-  33 34 43.27823(N)    092 50 03.99744(W)     ADJUSTED  
 DL1409* NAVD 88     -                                                        
 DL1409  ___________________________________________________________________
 DL1409  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DL1409  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1409
 DL1409  HORZ ORDER  -  THIRD
 DL1409
 DL1409.The horizontal coordinates were established by classical geodetic methods
 DL1409.and adjusted by the National Geodetic Survey in September 1999..
 DL1409
 DL1409
 DL1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1409
 DL1409.The geoid height was determined by GEOID03.
 DL1409
 DL1409;                    North         East     Units Scale Factor Converg.
 DL1409;SPC AR S     -   501,470.496   322,536.333   MT  0.99994990   -0 28 01.3
 DL1409;SPC AR S     - 1,645,241.12  1,058,187.95   sFT  0.99994990   -0 28 01.3
 DL1409;UTM  15      - 3,715,455.658   515,363.836   MT  0.99960291   +0 05 29.6
 DL1409
 DL1409                          SUPERSEDED SURVEY CONTROL
 DL1409
 DL1409  NAD 83(1997)-  33 34 43.28729(N)    092 50 03.99014(W) AD(       ) 4
 DL1409  NAD 83(1986)-  33 34 43.29014(N)    092 50 03.98992(W) AD(       ) 4
 DL1409  NAD 27      -  33 34 42.87985(N)    092 50 03.40201(W) AD(       ) 3
 DL1409
 DL1409.Superseded values are not recommended for survey control.
 DL1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1409.See file dsdata.txt to determine how the superseded data were derived.
 DL1409
 DL1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1536415456(NAD 83)
 DL1409_MARKER: 42 = RADIO/TV MAST
 DL1409
 DL1409  HISTORY     - Date     Condition        Report By
 DL1409  HISTORY     - 1965     FIRST OBSERVED   CGS
 DL1409
 DL1409                          STATION DESCRIPTION
 DL1409
 DL1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1409'STATION IS LOCATED ABOUT 100 FEET WEST OF THE ELECTRIC
 DL1409'CORPORATION COMPANY BUILDING WHICH IS AT THE INTERSECTION OF
 DL1409'CALIFORNIA AND MAGNOLIA STREETS, IN CAMDEN.
 DL1409'
 DL1409'STATION IS A 300 FOOT CHANNEL STEEL STRUCTURE.  STRUCTURE
 DL1409'CONSISTS OF 4-STEEL CHANNEL LEGS WHICH ARE IN SECTIONS AND
 DL1409'PAINTED RED-WHITE ALTERNATELY.  MAST HAS A RED LIGHT MOUNTED
 DL1409'AT THE TOP.
 DL1409'
 DL1409'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0317 ***********************************************************************
 DL0317  DESIGNATION -  CAMDEN RM 1
 DL0317  PID         -  DL0317
 DL0317  STATE/COUNTY-  AR/OUACHITA
 DL0317  USGS QUAD   -  CAMDEN (1985)
 DL0317
 DL0317                         *CURRENT SURVEY CONTROL
 DL0317  ___________________________________________________________________
 DL0317* NAD 83(1986)-  33 34 49.     (N)    092 50 08.     (W)     SCALED    
 DL0317* NAVD 88     -        75.441  (meters)     247.51   (feet)  ADJUSTED  
 DL0317  ___________________________________________________________________
 DL0317  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0317  DYNAMIC HT  -          75.363 (meters)     247.25  (feet)  COMP
 DL0317  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 DL0317
 DL0317  VERT ORDER  -  FIRST     CLASS II
 DL0317
 DL0317.The horizontal coordinates were scaled from a topographic map and have
 DL0317.an estimated accuracy of +/- 6 seconds.
 DL0317
 DL0317.The orthometric height was determined by differential leveling
 DL0317.and adjusted by the National Geodetic Survey in June 1991..
 DL0317
 DL0317.The geoid height was determined by GEOID03.
 DL0317
 DL0317.The dynamic height is computed by dividing the NAVD 88
 DL0317.geopotential number by the normal gravity value computed on the
 DL0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0317.degrees latitude (g = 980.6199 gals.).
 DL0317
 DL0317.The modeled gravity was interpolated from observed gravity values.
 DL0317
 DL0317;                    North         East    Units  Estimated Accuracy
 DL0317;SPC AR S     -   501,650.      322,440.      MT  (+/- 180 meters Scaled)
 DL0317
 DL0317                          SUPERSEDED SURVEY CONTROL
 DL0317
 DL0317  NGVD 29 (??/??/92)   75.468  (m)          247.60   (f) ADJ UNCH    1 2
 DL0317
 DL0317.Superseded values are not recommended for survey control.
 DL0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0317.See file dsdata.txt to determine how the superseded data were derived.
 DL0317
 DL0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT152156(NAD 83)
 DL0317_MARKER: DR = REFERENCE MARK DISK
 DL0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0317_STAMPING: CAMDEN NO 1 1941
 DL0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0317+STABILITY: SURFACE MOTION
 DL0317
 DL0317  HISTORY     - Date     Condition        Report By
 DL0317  HISTORY     - 1941     MONUMENTED       CGS
 DL0317  HISTORY     - 1960     GOOD             NGS
 DL0317
 DL0317                          STATION DESCRIPTION
 DL0317
 DL0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0317'IN CAMDEN.
 DL0317'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0317'STATION AT CAMDEN, THENCE 0.15 MILE SOUTH ALONG SOUTH CALIFORNIA
 DL0317'STREET (U.S. HIGHWAY 79), THENCE 0.1 MILE WEST ALONG CHESTNUT STREET,
 DL0317'65 FEET SOUTHEAST OF TRIANGULATION STATION CAMDEN WHICH IS AT THE EAST
 DL0317'SIDE OF A WATER TANK, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DL0317'HOUSE NO. 441, 14 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 DL0317'OPEN BRICK INCINERATOR, IN THE NORTH EDGE OF A HEDGE, IN THE TOP OF A
 DL0317'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THE WATER TANK HAS BEEN
 DL0317'REMOVED.  THE CONCRETE BASE FOR THE TANK IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0315 ***********************************************************************
 DL0315  DESIGNATION -  CAMDEN RM 2
 DL0315  PID         -  DL0315
 DL0315  STATE/COUNTY-  AR/OUACHITA
 DL0315  USGS QUAD   -  CAMDEN (1985)
 DL0315
 DL0315                         *CURRENT SURVEY CONTROL
 DL0315  ___________________________________________________________________
 DL0315* NAD 83(1986)-  33 34 49.     (N)    092 50 08.     (W)     SCALED    
 DL0315* NAVD 88     -        76.216  (meters)     250.05   (feet)  ADJUSTED  
 DL0315  ___________________________________________________________________
 DL0315  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0315  DYNAMIC HT  -          76.137 (meters)     249.79  (feet)  COMP
 DL0315  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 DL0315
 DL0315  VERT ORDER  -  FIRST     CLASS II
 DL0315
 DL0315.The horizontal coordinates were scaled from a topographic map and have
 DL0315.an estimated accuracy of +/- 6 seconds.
 DL0315
 DL0315.The orthometric height was determined by differential leveling
 DL0315.and adjusted by the National Geodetic Survey in June 1991..
 DL0315
 DL0315.The geoid height was determined by GEOID03.
 DL0315
 DL0315.The dynamic height is computed by dividing the NAVD 88
 DL0315.geopotential number by the normal gravity value computed on the
 DL0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0315.degrees latitude (g = 980.6199 gals.).
 DL0315
 DL0315.The modeled gravity was interpolated from observed gravity values.
 DL0315
 DL0315;                    North         East    Units  Estimated Accuracy
 DL0315;SPC AR S     -   501,650.      322,440.      MT  (+/- 180 meters Scaled)
 DL0315
 DL0315                          SUPERSEDED SURVEY CONTROL
 DL0315
 DL0315  NGVD 29 (??/??/92)   76.243  (m)          250.14   (f) ADJ UNCH    1 2
 DL0315
 DL0315.Superseded values are not recommended for survey control.
 DL0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0315.See file dsdata.txt to determine how the superseded data were derived.
 DL0315
 DL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT152156(NAD 83)
 DL0315_MARKER: DR = REFERENCE MARK DISK
 DL0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0315_SP_SET: FOUNDATION
 DL0315_STAMPING: CAMDEN NO 2 1941
 DL0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0315
 DL0315  HISTORY     - Date     Condition        Report By
 DL0315  HISTORY     - 1941     MONUMENTED       CGS
 DL0315  HISTORY     - 1960     GOOD             NGS
 DL0315  HISTORY     - 1964     GOOD             NGS
 DL0315
 DL0315                          STATION DESCRIPTION
 DL0315
 DL0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0315'IN CAMDEN.
 DL0315'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0315'STATION AT CAMDEN, THENCE 0.15 MILE WEST ALONG SOUTH CALIFORNIA STREET
 DL0315'(U.S. HIGHWAY 79), THENCE 0.1 MILE WEST ALONG CHESTNUT STREET, SET IN
 DL0315'THE EAST SIDE OF THE CONCRETE FOUNDATION OF A WATER TANK, 22 1/2 FEET
 DL0315'WEST OF TRIANGULATION STATION CAMDEN 1941, 2.0 FEET ABOVE THE GROUND.
 DL0315'NOTE-- THE WATER TANK HAS BEEN REMOVED.  THE CONCRETE BASE FOR THE
 DL0315'TANK IS STILL IN PLACE.
 DL0315
 DL0315                          STATION RECOVERY (1964)
 DL0315
 DL0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0508 ***********************************************************************
 EJ0508  DESIGNATION -  CAMP
 EJ0508  PID         -  EJ0508
 EJ0508  STATE/COUNTY-  AR/JEFFERSON
 EJ0508  USGS QUAD   -  REDFIELD (1984)
 EJ0508
 EJ0508                         *CURRENT SURVEY CONTROL
 EJ0508  ___________________________________________________________________
 EJ0508* NAD 83(1986)-  34 25 37.     (N)    092 10 46.     (W)     SCALED    
 EJ0508* NAVD 88     -       102.147  (meters)     335.13   (feet)  ADJUSTED  
 EJ0508  ___________________________________________________________________
 EJ0508  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0508  DYNAMIC HT  -         102.050 (meters)     334.81  (feet)  COMP
 EJ0508  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 EJ0508
 EJ0508  VERT ORDER  -  FIRST     CLASS II
 EJ0508
 EJ0508.The horizontal coordinates were scaled from a topographic map and have
 EJ0508.an estimated accuracy of +/- 6 seconds.
 EJ0508
 EJ0508.The orthometric height was determined by differential leveling
 EJ0508.and adjusted by the National Geodetic Survey in June 1991..
 EJ0508
 EJ0508.The geoid height was determined by GEOID03.
 EJ0508
 EJ0508.The dynamic height is computed by dividing the NAVD 88
 EJ0508.geopotential number by the normal gravity value computed on the
 EJ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0508.degrees latitude (g = 980.6199 gals.).
 EJ0508
 EJ0508.The modeled gravity was interpolated from observed gravity values.
 EJ0508
 EJ0508;                    North         East    Units  Estimated Accuracy
 EJ0508;SPC AR S     -   595,250.      383,510.      MT  (+/- 180 meters Scaled)
 EJ0508
 EJ0508                          SUPERSEDED SURVEY CONTROL
 EJ0508
 EJ0508  NGVD 29 (??/??/92)  102.236  (m)          335.42   (f) ADJ UNCH    1 2
 EJ0508
 EJ0508.Superseded values are not recommended for survey control.
 EJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0508.See file dsdata.txt to determine how the superseded data were derived.
 EJ0508
 EJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU753098(NAD 83)
 EJ0508_MARKER: DD = SURVEY DISK
 EJ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0508_STAMPING: CAMP
 EJ0508_MARK LOGO: ARGS  
 EJ0508_PROJECTION: PROJECTING 12 CENTIMETERS
 EJ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0508+STABILITY: SURFACE MOTION
 EJ0508
 EJ0508  HISTORY     - Date     Condition        Report By
 EJ0508  HISTORY     - UNK      MONUMENTED       ARGS
 EJ0508  HISTORY     - 1970     GOOD             NGS
 EJ0508  HISTORY     - 1984     GOOD             NGS
 EJ0508  HISTORY     - 1988     GOOD             USPSQD
 EJ0508  HISTORY     - 1989     GOOD             USPSQD
 EJ0508  HISTORY     - 1990     GOOD             USPSQD
 EJ0508
 EJ0508                          STATION DESCRIPTION
 EJ0508
 EJ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EJ0508'1.3 MI S FROM REDFIELD.
 EJ0508'THIS MARK RECOVERED IN GOOD CONDITION, HOWEVER, THE DATE 1934 AS SHOWN
 EJ0508'IN THE ORIGINAL DESCRIPTION IS NOT STAMPED ON THE DISK.  IT IS 1.3
 EJ0508'MILES SOUTHEAST AND SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0508'CROSSING OF AN OILED ROAD JUST NORTHEAST OF THE OLD RAILROAD STATION
 EJ0508'SITE IN REDFIELD, 238 FEET NORTH OF A ROAD CROSSING, 74 FEET EAST OF
 EJ0508'THE APPROXIMATE CENTER OF U.S. HIGHWAY 65, 41.3 FEET WEST OF THE WEST
 EJ0508'RAIL OF THE RAILROAD TRACK, 7 FEET EAST OF AN OLD FENCE, AND 0.8 OF A
 EJ0508'FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD STATE
 EJ0508'SURVEY DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE POST THAT
 EJ0508'PROJECTS 6 INCHES AND THE DISK IS STAMPED CAMP. NOTE-- THIS POINT IS
 EJ0508'ABOUT 500 FEET NORTH AND ACROSS U.S. HIGHWAY 65 FROM THE ENTRANCE INTO
 EJ0508'THE UNITED PENTECOSTAL CHURCH CAMPGROUNDS.
 EJ0508
 EJ0508                          STATION RECOVERY (1984)
 EJ0508
 EJ0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0508'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 EJ0508'(0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET FROM THE POST OFFICE IN
 EJ0508'REDFIELD, THENCE 0.2 KM (0.15 MI) SOUTHWEST ALONG SHERIDIAN ROAD,
 EJ0508'THENCE 1.9 KM (1.2 MI) SOUTH ALONG STATE HIGHWAY 365 TO THE MARK SET
 EJ0508'BETWEEN THE MISSOURI PACIFIC RAILROAD AND THE HIGHWAY, 73.1 METERS
 EJ0508'(240.0 FT) NORTH OF A PRIVATE DRIVE CROSSING THE TRACKS, 33.10 METERS
 EJ0508'(108.6 FT) NORTH OF A TELEPHONE POLE, 27.73 METERS (91.0 FT) SOUTH OF
 EJ0508'A TELEPHONE POLE, 22.40 METERS (73.5 FT) EAST OF THE CENTER LINE OF
 EJ0508'THE HIGHWAY, AND 12.74 METERS (41.8 FT) WEST OF THE WEST RAIL.
 EJ0508'THE MARK IS 0.21 METERS  S FROM A WITNESS POST.
 EJ0508'THE MARK IS 0.76 M ABOVE TRACKS.
 EJ0508
 EJ0508                          STATION RECOVERY (1988)
 EJ0508
 EJ0508'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0508'RECOVERED IN GOOD CONDITION.
 EJ0508
 EJ0508                          STATION RECOVERY (1989)
 EJ0508
 EJ0508'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0508'RECOVERED IN GOOD CONDITION.
 EJ0508
 EJ0508                          STATION RECOVERY (1990)
 EJ0508
 EJ0508'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1742 ***********************************************************************
 FG1742  DESIGNATION -  CAMP
 FG1742  PID         -  FG1742
 FG1742  STATE/COUNTY-  AR/PERRY
 FG1742  USGS QUAD   -  HOUSTON (1990)
 FG1742
 FG1742                         *CURRENT SURVEY CONTROL
 FG1742  ___________________________________________________________________
 FG1742* NAD 83(1997)-  35 01 09.10808(N)    092 44 49.41271(W)     ADJUSTED  
 FG1742* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 FG1742  ___________________________________________________________________
 FG1742  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 FG1742  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FG1742
 FG1742  HORZ ORDER  -  FIRST
 FG1742
 FG1742.The horizontal coordinates were established by classical geodetic methods
 FG1742.and adjusted by the National Geodetic Survey in September 1999..
 FG1742
 FG1742.The orthometric height was scaled from a topographic map.
 FG1742
 FG1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1742
 FG1742.The geoid height was determined by GEOID03.
 FG1742
 FG1742;                    North         East     Units Scale Factor Converg.
 FG1742;SPC AR N     -    76,349.717   331,820.004   MT  0.99998423   -0 26 05.0
 FG1742;SPC AR N     -   250,490.70  1,088,646.13   sFT  0.99998423   -0 26 05.0
 FG1742;SPC AR S     -   661,188.895   331,814.374   MT  1.00006609   -0 25 05.2
 FG1742;SPC AR S     - 2,169,250.57  1,088,627.66   sFT  1.00006609   -0 25 05.2
 FG1742;UTM  15      - 3,875,201.137   523,075.911   MT  0.99960656   +0 08 42.5
 FG1742
 FG1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1742!SPC AR N     -   0.99998671  x   0.99998423  =   0.99997094
 FG1742!SPC AR S     -   0.99998671  x   1.00006609  =   1.00005280
 FG1742!UTM  15      -   0.99998671  x   0.99960656  =   0.99959328
 FG1742
 FG1742|---------------------------------------------------------------------|
 FG1742| PID    Reference Object                     Distance      Geod. Az  |
 FG1742|                                                           dddmmss.s |
 FG1742| CI1348 CAMP RM 1                            19.017 METERS 13527     |
 FG1742| CI1349 CAMP RM 2                             9.187 METERS 21437     |
 FG1742| CI1347 CAMP AZ MK                                         2502652.6 |
 FG1742|---------------------------------------------------------------------|
 FG1742
 FG1742                          SUPERSEDED SURVEY CONTROL
 FG1742
 FG1742  NAD 83(1986)-  35 01 09.12279(N)    092 44 49.40551(W) AD(       ) 1
 FG1742  NAD 27      -  35 01 08.80800(N)    092 44 48.80900(W) AD(       ) 1
 FG1742
 FG1742.Superseded values are not recommended for survey control.
 FG1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1742.See file dsdata.txt to determine how the superseded data were derived.
 FG1742
 FG1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2307675201(NAD 83)
 FG1742_MARKER: DS = TRIANGULATION STATION DISK
 FG1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1742
 FG1742  HISTORY     - Date     Condition        Report By
 FG1742  HISTORY     - 1940     MONUMENTED       CGS
 FG1742  HISTORY     - 1967     GOOD             CGS
 FG1742
 FG1742                          STATION DESCRIPTION
 FG1742
 FG1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1742'STATION IS LOCATED ABOUT 3.5 MILES ENE OF PERRYVILLE AND
 FG1742'ABOUT 3.0 MILES WSW OF HOUSTON, ON TOP OF A ROCKY TIMBER
 FG1742'COVERED RIDGE, THE MOST EASTERLY ONE OF TWO SMALL RIDGES.
 FG1742'IT IS ON THE PROPERTY OF C.H. CAMP, AND ABOUT 150 YARDS
 FG1742'N OF HIS RESIDENCE.  THERE IS A NEW CABIN AT THE BASE OF
 FG1742'THE RIDGE TO THE N OF THE STATION.
 FG1742'
 FG1742'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS
 FG1742'SET IN CONCRETE.
 FG1742'
 FG1742'STATION MARK PROJECTS 4 INCHES AND IS STAMPED CAMP 1940.
 FG1742'THERE IS A WHITE REFERENCE POST 8 FEET WSW OF THE STATION.
 FG1742'
 FG1742'REFERENCE MARK NO.1 IS ABOUT 1-1/2 METERS LOWER THAN THE
 FG1742'STATION.  IT IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 FG1742'A 2- BY 4-FOOT BOULDER WHICH PROJECTS 10 INCHES ON THE S
 FG1742'SIDE AND IS FLUSH WITH THE GROUND ON THE N SIDE.  THE DISK
 FG1742'IS STAMPED CAMP NO.1, 1940.
 FG1742'
 FG1742'REFERENCE MARK NO.2 IS ABOUT 1 METER LOWER THAN THE STATION.
 FG1742'IT IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A 3- BY
 FG1742'4-FOOT BOULDER, AND PROJECTS 2 FEET.  THE DISK IS STAMPED
 FG1742'CAMP NO.2 1940.
 FG1742'
 FG1742'AZIMUTH MARK IS ABOUT 0.4 MILE WSW OF THE STATION, 0.4 MILE
 FG1742'S OF STATE HIGHWAY 60, 12 FEET W OF THE CENTER LINE OF A N-S
 FG1742'ROAD.  75 FEET SW OF A NEW BOARD SHACK WITH A GREEN ROOF.
 FG1742'THE MARK PROJECTS 6 INCHES AND IS STAMPED CAMP 1940.  THERE
 FG1742'IS A WHITE REFERENCE POST 4 FEET S OF THE MARK.  THE ARROW
 FG1742'ON THE MARK POINTS ABOUT 90 DEGREES TO THE RIGHT OF THE STATION
 FG1742'INSTEAD OF TO THE STATION.
 FG1742'
 FG1742'TO REACH THE STATION START AT PERRYVILLE, GO N ON STATE
 FG1742'HIGHWAY 9 FOR 0.7 MILE TO ITS JUNCTION WITH STATE HIGHWAY
 FG1742'60.  TURN RIGHT, (E), ON STATE HIGHWAY 60 AND GO 2.8 MILES
 FG1742'TO C.H. CAMPS MAIL BOX ON THE RIGHT AND A ROAD LEADING S.
 FG1742'TURN S FOR 0.4 MILE TO THE AZIMUTH MARK ON THE W SIDE OF
 FG1742'THE ROAD, 75 FEET SW OF A NEW BOARD SHACK WITH A GREEN ROOF.
 FG1742'CONTINUE ON SAME ROAD, FOR 0.2 MILE TO A FORK IN ROAD.  TAKE
 FG1742'LEFT FORK AND GO 0.25 MILE TO C.H. CAMPS RESIDENCE AND END OF
 FG1742'TRUCK TRAVEL.  PACK N, UP HILL, FOR 150 YARDS TO TOP OF
 FG1742'RIDGE AND STATION.
 FG1742
 FG1742                          STATION RECOVERY (1967)
 FG1742
 FG1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1742'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE
 FG1742'TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1742'
 FG1742'STATION IS LOCATED ABOUT 3-1/2 MILES EAST-NORTHEAST OF PERRYVILLE,
 FG1742'3 MILES WEST-SOUTHWEST OF HOUSTON, ON TOP OF A ROCKY RIDGE
 FG1742'AND IS THE MOST EASTERLY ONE OF TWO SMALL RIDGES.
 FG1742'
 FG1742'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 9 IN
 FG1742'PERRYVILLE, GO EAST ON STATE HIGHWAY 60 FOR 3.0 MILES TO A
 FG1742'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD
 FG1742'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FG1742'AHEAD AND FOLLOW MAIN ROAD FOR 0.3 MILE TO A GATE ON THE
 FG1742'LEFT AND END OF TRUCK TRAVEL.  FROM HERE PACK NORTH ALONG
 FG1742'NORTH-SOUTH FENCE TO THE TOP OF RIDGE, THENCE RIGHT, EAST
 FG1742'ALONG THE TOP OF RIDGE TO THE HIGHEST POINT AND STATION.
 FG1742'ABOUT A 15 MINUTE PACK.
 FG1742'
 FG1742'STATION MARK IS A STANDARD DISK, STAMPED CAMP 1940, SET
 FG1742'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1742'3 INCHES.  IT IS 12 FEET NORTH OF AN 8 INCH OAK TREE WITH
 FG1742'A WITNESS SIGN NAILED TO THE WEST SIDE OF THE TREE.
 FG1742'
 FG1742'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMP NO 1 1940,
 FG1742'CEMENTED IN A DRILL HOLE IN 2 BY 4 FOOT ROCK OUTCROP PROJECTING
 FG1742'1 FOOT.  IT IS 9 FEET SOUTH OF A 10 INCH PINE TREE WITH A
 FG1742'WITNESS SIGN NAILED TO THE WEST SIDE OF THE TREE.  IT IS
 FG1742'30.14 FEET SOUTHEAST OF THE STATION AND NOT 62.40 FEET.
 FG1742'
 FG1742'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMP NO 2 1940,
 FG1742'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP PROJECTING
 FG1742'2 FEET.  IT IS 9 FEET SOUTHWEST OF A 6 INCH PINE TREE WITH
 FG1742'A WITNESS SIGN NAILED TO THE SOUTH SIDE OF THE TREE.  IT
 FG1742'IS 62.40 FEET SOUTHWEST OF THE STATION AND NOT 30.14 FEET.
 FG1742'
 FG1742'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMP 1940, SET
 FG1742'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 FG1742'IT IS 12 FEET WEST OF THE CENTER OF THE DIRT ROAD, 1 FOOT
 FG1742'EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FG1742'THE ARROW ON THE MARK POINTS ABOUT 90 DEGREES TO THE RIGHT
 FG1742'OF THE STATION AND IT WAS THIS WAY IN 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0878 ***********************************************************************
 GE0878  DESIGNATION -  CAMP
 GE0878  PID         -  GE0878
 GE0878  STATE/COUNTY-  AR/FULTON
 GE0878  USGS QUAD   -  CAMP (1962)
 GE0878
 GE0878                         *CURRENT SURVEY CONTROL
 GE0878  ___________________________________________________________________
 GE0878* NAD 83(1997)-  36 25 34.53873(N)    091 42 27.45669(W)     ADJUSTED  
 GE0878* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 GE0878  ___________________________________________________________________
 GE0878  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 GE0878  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE0878
 GE0878  HORZ ORDER  -  THIRD
 GE0878
 GE0878.The horizontal coordinates were established by classical geodetic methods
 GE0878.and adjusted by the National Geodetic Survey in September 1999..
 GE0878
 GE0878.The orthometric height was scaled from a topographic map.
 GE0878
 GE0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0878
 GE0878.The geoid height was determined by GEOID03.
 GE0878
 GE0878;                    North         East     Units Scale Factor Converg.
 GE0878;SPC AR N     -   232,243.591   426,219.958   MT  1.00004384   +0 10 12.5
 GE0878;SPC AR N     -   761,952.51  1,398,356.65   sFT  1.00004384   +0 10 12.5
 GE0878;UTM  15      - 4,032,004.597   615,851.388   MT  0.99976536   +0 46 02.9
 GE0878
 GE0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0878!SPC AR N     -   0.99996584  x   1.00004384  =   1.00000968
 GE0878!UTM  15      -   0.99996584  x   0.99976536  =   0.99973121
 GE0878
 GE0878|---------------------------------------------------------------------|
 GE0878| PID    Reference Object                     Distance      Geod. Az  |
 GE0878|                                                           dddmmss.s |
 GE0878| CI1350 CAMP RM 1                            21.968 METERS 02950     |
 GE0878| GE0514 W 16                                               0374600.0 |
 GE0878| CI1351 CAMP RM 2                            26.143 METERS 26551     |
 GE0878|---------------------------------------------------------------------|
 GE0878
 GE0878                          SUPERSEDED SURVEY CONTROL
 GE0878
 GE0878  NAD 83(1986)-  36 25 34.54759(N)    091 42 27.45414(W) AD(       ) 3
 GE0878  NAD 27      -  36 25 34.31400(N)    091 42 26.92800(W) AD(       ) 3
 GE0878
 GE0878.Superseded values are not recommended for survey control.
 GE0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0878.See file dsdata.txt to determine how the superseded data were derived.
 GE0878
 GE0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1585132005(NAD 83)
 GE0878_MARKER: DS = TRIANGULATION STATION DISK
 GE0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0878
 GE0878  HISTORY     - Date     Condition        Report By
 GE0878  HISTORY     - 1953     MONUMENTED       CGS
 GE0878
 GE0878                          STATION DESCRIPTION
 GE0878
 GE0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0878'THE STATION IS IN SECTION 2, T 20 N, R 7 W, ABOUT 6-1/2
 GE0878'MILES EAST AND 4 MILES NORTH OF SALEM, 1-1/2 MILES NORTHEAST
 GE0878'OF THE CAMP POST OFFICE, 75 FEET NORTHEAST OF THE CENTER OF
 GE0878'A SIDE ROAD, 57 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 GE0878'9 AND 5 FEET SOUTHEAST OF A 4 X 4 INCH WHITE WITNESS POST.
 GE0878'
 GE0878'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 GE0878'IN SALEM, GO NORTHERLY ON STATE HIGHWAY 9 FOR 6.55 MILES TO
 GE0878'THE CAMP POST OFFICE ON THE LEFT, CONTINUE ON THE HIGHWAY
 GE0878'FOR 1.9 MILES TO THE STATION ON THE LEFT, TO REACH THE AZIMUTH
 GE0878'MARK CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO THE MARK ON
 GE0878'THE LEFT AS DESCRIBED.
 GE0878'
 GE0878'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0878'CAMP 1953.
 GE0878'
 GE0878'REFERENCE MARK 1 IS 57 FEET NORTHWEST OF THE CENTER OF THE
 GE0878'HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0878'CAMP NO 1 1953.
 GE0878'
 GE0878'REFERENCE MARK 2 IS 37 FEET NORTHWEST OF THE CENTER OF OLD STATE
 GE0878'HIGHWAY 9 AND 15 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS
 GE0878'6 INCHES AND THE DISK IS STAMPED CAMP NO 2 1953.
 GE0878'
 GE0878'BENCH MARK W 16 WAS USED AS THE AZIMUTH MARK, IT IS A STANDARD
 GE0878'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE
 GE0878'TOP OF A 10 X 10 INCH CONCRETE POST WHICH PROJECTS 2 INCHES.
 GE0878'THE MARK IS 75 FEET NORTH OF THE CENTER OF STATE HIGHWAY 9,
 GE0878'15 FEET NORTH-NORTHEAST OF A FENCE CORNER AND 11 FEET
 GE0878'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE WELL.  THE
 GE0878'DISK IS STAMPED W 16 1932.
 GE0878'
 GE0878'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2958 ***********************************************************************
 EH2958  DESIGNATION -  CAMPBELL
 EH2958  PID         -  EH2958
 EH2958  STATE/COUNTY-  AR/ARKANSAS
 EH2958  USGS QUAD   -  HENRICO SW (1967)
 EH2958
 EH2958                         *CURRENT SURVEY CONTROL
 EH2958  ___________________________________________________________________
 EH2958* NAD 83(1997)-  34 00 49.01341(N)    091 14 51.70622(W)     ADJUSTED  
 EH2958* NAVD 88     -        54.44   (+/-2cm)     178.6    (feet)  VERTCON   
 EH2958  ___________________________________________________________________
 EH2958  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 EH2958  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EH2958
 EH2958  HORZ ORDER  -  FIRST
 EH2958  VERT ORDER  -  THIRD ? (See Below)
 EH2958
 EH2958.The horizontal coordinates were established by classical geodetic methods
 EH2958.and adjusted by the National Geodetic Survey in September 1999..
 EH2958
 EH2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2958.The vertical order pertains to the NGVD 29 superseded value.
 EH2958
 EH2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2958
 EH2958.The geoid height was determined by GEOID03.
 EH2958
 EH2958;                    North         East     Units Scale Factor Converg.
 EH2958;SPC AR S     -   549,648.174   469,484.052   MT  0.99991854   +0 25 15.8
 EH2958;SPC AR S     - 1,803,304.05  1,540,298.93   sFT  0.99991854   +0 25 15.8
 EH2958;UTM  15      - 3,765,049.912   661,805.154   MT  0.99992274   +0 58 49.6
 EH2958
 EH2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2958!SPC AR S     -   0.99999559  x   0.99991854  =   0.99991413
 EH2958!UTM  15      -   0.99999559  x   0.99992274  =   0.99991833
 EH2958
 EH2958:                Primary Azimuth Mark                     Grid Az
 EH2958:SPC AR S     -  CAMPBELL AZ MK                           002 30 08.4
 EH2958:UTM  15      -  CAMPBELL AZ MK                           001 56 34.6
 EH2958
 EH2958|---------------------------------------------------------------------|
 EH2958| PID    Reference Object                     Distance      Geod. Az  |
 EH2958|                                                           dddmmss.s |
 EH2958| CY5368 CAMPBELL AZ MK                                     0025524.2 |
 EH2958| CY5371 CAMPBELL RM 4                        25.684 METERS 06020     |
 EH2958| CY5369 CAMPBELL RM 1                        49.621 METERS 17427     |
 EH2958| CY5370 CAMPBELL RM 2                        50.201 METERS 29944     |
 EH2958| EH2960 CAMPBELL RM 3                        17.004 METERS 34047     |
 EH2958|---------------------------------------------------------------------|
 EH2958
 EH2958                          SUPERSEDED SURVEY CONTROL
 EH2958
 EH2958  NAD 83(1997)-  34 00 49.01986(N)    091 14 51.70181(W) AD(       ) 1
 EH2958  NAD 83(1986)-  34 00 49.02103(N)    091 14 51.70162(W) AD(       ) 1
 EH2958  NAD 27      -  34 00 48.65404(N)    091 14 51.28143(W) AD(       ) 1
 EH2958  NGVD 29 (07/19/86)   54.51   (m)          178.8    (f) LEVELING    3  
 EH2958
 EH2958.Superseded values are not recommended for survey control.
 EH2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2958.See file dsdata.txt to determine how the superseded data were derived.
 EH2958
 EH2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6180565050(NAD 83)
 EH2958_MARKER: DS = TRIANGULATION STATION DISK
 EH2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2958
 EH2958  HISTORY     - Date     Condition        Report By
 EH2958  HISTORY     - 1940     MONUMENTED       CGS
 EH2958  HISTORY     - 1961     GOOD             USE
 EH2958  HISTORY     - 1965     GOOD             CGS
 EH2958
 EH2958                          STATION DESCRIPTION
 EH2958
 EH2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2958'STATION CAMPBELL IS LOCATED ON PROPERTY OF WALTER CAMPBELL
 EH2958'ABOUT 8.6 MILES S AND E OF THE TOWN OF TICHNOR.
 EH2958'
 EH2958'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH2958'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH2958'
 EH2958'STATION MARK PROJECTS 6 INCHES AND IS 46 FEET W OF THE CENTER
 EH2958'OF THE MAIN ROAD, 60.6 FEET S OF A FENCE CORNER, 64 FEET
 EH2958'N OF A FENCE CORNER, 6 FEET SSW OF A WHITE REFERENCE POST,
 EH2958'AND ABOUT 0.05 MILE E OF MR. CAMPBELLS HOUSE.
 EH2958'
 EH2958'REFERENCE MARK NO.1 IS S OF THE STATION, PROJECTS 8 INCHES
 EH2958'AND IS 1.6 FEET E OF A FENCE LINE AND 29 FEET W OF THE CENTER
 EH2958'OF THE MAIN ROAD.
 EH2958'
 EH2958'REFERENCE MARK NO.2 IS W OF THE STATION, PROJECTS 8 INCHES
 EH2958'AND IS 1 FOOT S OF AN E AND W FENCE LINE AND 144 FEET E
 EH2958'OF THE SE CORNER OF MR. CAMPBELLS HOUSE.  REFERENCE MARK
 EH2958'NO.1 AND REFERENCE MARK NO.2 ARE ABOUT ON THE SAME LEVEL
 EH2958'AS THE STATION.
 EH2958'
 EH2958'AZIMUTH MARK IS 0.3 MILE N OF THE STATION, PROJECTS 8 INCHES
 EH2958'AND IS 27 FEET E OF THE CENTER OF THE MAIN ROAD, 48 FEET
 EH2958'NW OF A 20-INCH OAK TREE AND 3.1 FEET SSE OF A WHITE REFERENCE
 EH2958'POST.
 EH2958'
 EH2958'TO REACH STATION FROM THE TOWN OF TICHNOR, GO DUE S ON GRAVEL
 EH2958'ROAD FOR 4.4 MILES, TURN LEFT AND GO 1 MILE TO A TURN S, TURN
 EH2958'RIGHT AND GO 4 MILES TO WALTER CAMPBELLS HOUSE AND STATION.
 EH2958'
 EH2958'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 EH2958
 EH2958                          STATION RECOVERY (1961)
 EH2958
 EH2958'RECOVERY NOTE BY US ENGINEERS 1961
 EH2958'STATION, REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED
 EH2958'AS DESCRIBED.  REFERENCE MARK 1 WAS NOT RECOVERED BUT IS THOUGHT
 EH2958'TO STILL BE IN EXISTENCE.  THE FOLLOWING CHANGES ARE NOTED IN
 EH2958'1940 DESCRIPTION-
 EH2958'
 EH2958'THE PROPERTY AND HOUSE IS NOW OWNED BY MR. KELLEY THIGPEN.
 EH2958'THE HOUSE IS UNOCCUPIED.  THE OAK TREE AND REFERENCE POST
 EH2958'ARE NOW DESTROYED.  THE STATION MARK IS NOW 44 FEET W OF
 EH2958'THE CENTER OF MAIN ROAD, 35 FEET S OF A PRIVATE ROAD, 17.5
 EH2958'FEET NW OF A FENCE CORNER, 11.6 FEET N OF A FENCE AND 13
 EH2958'FEET W OF A FENCE.
 EH2958
 EH2958                          STATION RECOVERY (1965)
 EH2958
 EH2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2958'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EH2958'THE DISTANCES AND DIRECTIONS TO ALL THE MARKS CHECKED.  REFERENCE
 EH2958'MARK 2 IS BEING DESTROYED AT THE REQUEST OF THE PROPERTY OWNER.
 EH2958'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  DUE
 EH2958'TO A POWER LINE HAVING BEEN BUILT OVER THE STATION MARK A TOWER
 EH2958'WAS BUILT OVER REFERENCE MARK 3 AND THE OBSERVATIONS WERE MADE
 EH2958'FROM THIS POINT.
 EH2958'
 EH2958'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS-
 EH2958'
 EH2958'THE STATION IS ABOUT 8-1/2 MILES NORTH OF WATSON, 9 MILES
 EH2958'SOUTH OF TICHNOR, 2 MILES EAST OF MERRISACH LAKE AND ON THE
 EH2958'PROPERTY OF MR. KELLY THIGPEN.
 EH2958'
 EH2958'TO REACH FROM THE TICHNOR DRYER AND STORAGE ELEVATOR IN TICHNOR,
 EH2958'GO SOUTH ON STATE HIGHWAY 44 FOR 0.15 MILE TO WHERE HIGHWAY
 EH2958'44 TURNS EAST AND A PAVED ROAD CONTINUES SOUTH.  CONTINUE
 EH2958'SOUTH ON THE PAVED ROAD FOR 6.95 MILES TO A SIDE ROAD LEFT.
 EH2958'CONTINUE SOUTH ON THE PAVED ROAD FOR 1.7 MILES TO AN ELECTRIC
 EH2958'SUB-STATION ON THE RIGHT JUST PRIOR TO REACHING A CURVE IN
 EH2958'THE ROAD.  CONTINUE SOUTH-EAST AND SOUTH ON THE PAVED ROAD
 EH2958'FOR 0.25 MILE TO WHERE THE PAVED ROAD CURVES LEFT AND A
 EH2958'ROAD UNDER CONSTRUCTION CONTINUES STRAIGHT AHEAD.  (THIS ROAD
 EH2958'IS BLOCKED AT THIS TIME DUE TO CONSTRUCTION).  FROM THIS
 EH2958'POINT GO WEST AND SOUTH ON A GRAVELED ROAD FOR 0.95 MILE TO
 EH2958'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE
 EH2958'GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 EH2958'
 EH2958'STATION MARKS ARE STANDARD DISKS STAMPED CAMPBELL 1940.  THE
 EH2958'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EH2958'2 INCHES.  IT IS 1 FOOT NORTH OF A METAL WITNESS POST, 46
 EH2958'FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 77 FEET SOUTH
 EH2958'OF THE CENTER OF A DRIVEWAY.  THE UNDERGROUND DISK IS SET
 EH2958'IN AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE
 EH2958'SURFACE OF THE GROUND.
 EH2958'
 EH2958'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CAMPBELL NO 1 1940,
 EH2958'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS 2 INCHES BELOW
 EH2958'THE SURFACE OF THE GROUND.  IT IS 1 FOOT NORTH OF A METAL
 EH2958'WITNESS POST AND 30 FEET WEST OF THE CENTER OF THE GRAVELED
 EH2958'ROAD.
 EH2958'
 EH2958'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CAMPBELL NO
 EH2958'3 1940, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS 15
 EH2958'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 27 FEET SOUTH
 EH2958'OF THE CENTER OF THE DRIVEWAY, 64 FEET WEST OF THE CENTER
 EH2958'OF THE GRAVELED ROAD AND 56 FEET NORTHWEST OF A METAL WITNESS
 EH2958'POST.
 EH2958'
 EH2958'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CAMPBELL NO 4 1940,
 EH2958'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2958'SURFACE OF THE GROUND.  IT IS 1 FOOT WEST OF A WIRE FENCE,
 EH2958'1.8 FEET NORTH OF A METAL WITNESS POST, 29 FEET EAST OF THE
 EH2958'CENTER OF THE GRAVELED ROAD AND 50 FEET SOUTH OF A TELEPHONE
 EH2958'POLE.
 EH2958'
 EH2958'AZIMUTH MARK, A STANDARD DISK STAMPED CAMPBELL 1940, IS SET
 EH2958'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 EH2958'1.5 FEET SOUTH OF A METAL WITNESS POST, 0.5 FEET WEST OF A
 EH2958'WIRE FENCE, 17 FEET NORTH OF A TELEPHONE POLE AND 28 FEET
 EH2958'EAST OF THE CENTER OF A GRAVELED ROAD.
 EH2958'
 EH2958'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2960 ***********************************************************************
 EH2960  DESIGNATION -  CAMPBELL RM 3
 EH2960  PID         -  EH2960
 EH2960  STATE/COUNTY-  AR/ARKANSAS
 EH2960  USGS QUAD   -  HENRICO SW (1967)
 EH2960
 EH2960                         *CURRENT SURVEY CONTROL
 EH2960  ___________________________________________________________________
 EH2960* NAD 83(1997)-  34 00 49.53455(N)    091 14 51.92427(W)     ADJUSTED  
 EH2960* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 EH2960  ___________________________________________________________________
 EH2960  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 EH2960  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EH2960
 EH2960  HORZ ORDER  -  FIRST
 EH2960
 EH2960.The horizontal coordinates were established by classical geodetic methods
 EH2960.and adjusted by the National Geodetic Survey in September 1999..
 EH2960
 EH2960.The orthometric height was scaled from a topographic map.
 EH2960
 EH2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2960
 EH2960.The geoid height was determined by GEOID03.
 EH2960
 EH2960;                    North         East     Units Scale Factor Converg.
 EH2960;SPC AR S     -   549,664.189   469,478.339   MT  0.99991853   +0 25 15.7
 EH2960;SPC AR S     - 1,803,356.59  1,540,280.18   sFT  0.99991853   +0 25 15.7
 EH2960;UTM  15      - 3,765,065.870   661,799.286   MT  0.99992272   +0 58 49.5
 EH2960
 EH2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2960!SPC AR S     -   0.99999551  x   0.99991853  =   0.99991404
 EH2960!UTM  15      -   0.99999551  x   0.99992272  =   0.99991823
 EH2960
 EH2960:                Primary Azimuth Mark                     Grid Az
 EH2960:SPC AR S     -  CAMPBELL AZ MK                           003 20 04.3
 EH2960:UTM  15      -  CAMPBELL AZ MK                           002 46 30.5
 EH2960
 EH2960|---------------------------------------------------------------------|
 EH2960| PID    Reference Object                     Distance      Geod. Az  |
 EH2960|                                                           dddmmss.s |
 EH2960| CY5368 CAMPBELL AZ MK                                     0034520.0 |
 EH2960| CY5371 CAMPBELL RM 4                        28.117 METERS 09650     |
 EH2960| EH2958 CAMPBELL                             17.004 METERS 16047     |
 EH2960| CY5369 CAMPBELL RM 1                        66.273 METERS 17059     |
 EH2960|---------------------------------------------------------------------|
 EH2960
 EH2960                          SUPERSEDED SURVEY CONTROL
 EH2960
 EH2960  NAD 83(1997)-  34 00 49.54100(N)    091 14 51.91986(W) AD(       ) 1
 EH2960  NAD 83(1986)-  34 00 49.54196(N)    091 14 51.91958(W) AD(       ) 1
 EH2960  NAD 27      -  34 00 49.17518(N)    091 14 51.49947(W) AD(       ) 1
 EH2960
 EH2960.Superseded values are not recommended for survey control.
 EH2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2960.See file dsdata.txt to determine how the superseded data were derived.
 EH2960
 EH2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6179965066(NAD 83)
 EH2960_MARKER: DR = REFERENCE MARK DISK
 EH2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2960
 EH2960  HISTORY     - Date     Condition        Report By
 EH2960  HISTORY     - 1964     MONUMENTED       CGS
 EH2960
 EH2960                          STATION DESCRIPTION
 EH2960
 EH2960'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2960'STATION IS 2 MILES EAST OF MERRISACH LAKE, 2 MILES EAST AND
 EH2960'8-1/2 MILES NORTH OF THE CITY OF WATSON AND 9 MILES SOUTH
 EH2960'OF THE CITY OF TICHNOR.
 EH2960'
 EH2960'TO REACH THE STATION FROM THE TICHNOR DRYER AND STORAGE ELEVATOR
 EH2960'IN TICHNOR, GO SOUTH ON STATE HIGHWAY 44 FOR 0.15 MILES TO
 EH2960'WHERE HIGHWAY 44 CURVES TO THE EAST AND A PAVED ROAD CONTINUES
 EH2960'SOUTH.  CONTINUE SOUTH, EAST AND SOUTH ON THE PAVED ROAD
 EH2960'FOR 6.95 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE SOUTH
 EH2960'ON THE PAVED ROAD FOR 1.7 MILES TO A SMALL ELECTRIC SUB-STATION
 EH2960'ON THE RIGHT JUST PRIOR TO REACHING A CURVE OF THE HIGHWAY.
 EH2960'CONTINUE SOUTH, EAST AND SOUTH ON THE PAVED ROAD FOR 0.25
 EH2960'MILE TO A CURVE OF HIGHWAY 44 AND A GRAVEL ROAD WHICH
 EH2960'CONTINUES SOUTH (PRESENTLY, THIS GRAVEL ROAD IS BLOCKED DUE TO
 EH2960'CONSTRUCTION).  DETOUR ON A GRAVEL ROAD ON THE RIGHT AND GO WEST
 EH2960'AND SOUTH FOR 0.95 MILES TO THE AZIMUTH MARK ON THE LEFT.
 EH2960'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.3 MILES TO A
 EH2960'DRIVEWAY LEADING TO AN ABANDONED FARM HOUSE ON THE RIGHT
 EH2960'AND THE STATION IN THE SOUTHWEST ANGLE.
 EH2960'
 EH2960'STATION MARKS ARE STANDARD DISKS STAMPED CAMPBELL NO 3 1940.
 EH2960'THE SURFACE DISK IS 15 INCHES BELOW THE SURFACE OF THE GROUND
 EH2960'AND IS SET IN A SQUARE CONCRETE MONUMENT.  IT IS 64 FEET WEST
 EH2960'OF THE CENTER OF THE GRAVEL ROAD, 56 FEET NORTHWEST OF A
 EH2960'METAL WITNESS POST AND 27 FEET SOUTH OF THE DRIVEWAY.  THE
 EH2960'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH2960'44 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2960'
 EH2960'CAMPBELL 1940, A STANDARD DISK STAMPED CAMPBELL 1940, IS SET
 EH2960'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT
 EH2960'IS 77 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 46 FEET
 EH2960'WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF
 EH2960'A METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 EH2960'
 EH2960'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CAMPBELL NO 1 1940,
 EH2960'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2960'THE SURFACE OF THE GROUND.  IT IS 30 FEET WEST OF THE CENTER
 EH2960'OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EH2960'
 EH2960'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CAMPBELL NO 4 1940,
 EH2960'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2960'THE SURFACE OF THE GROUND.  IT IS 50 FEET SOUTH OF A TELEPHONE
 EH2960'POLE, 29 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 1.8
 EH2960'FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 EH2960'NORTH-SOUTH FENCE.
 EH2960'
 EH2960'AZIMUTH MARK, A STANDARD DISK STAMPED CAMPBELL 1940, IS SET
 EH2960'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 EH2960'THE SURFACE OF THE GROUND.  IT IS 28 FEET EAST OF THE CENTER
 EH2960'OF THE GRAVEL ROAD, 17 FEET NORTH OF A TELEPHONE POLE, 1.5
 EH2960'FEET SOUTH OF A METAL WITNESS POST AND 0.5 FEET WEST OF
 EH2960'A NORTH-SOUTH FENCE.
 EH2960'
 EH2960'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 EH2960'
 EH2960'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1785 ***********************************************************************
 FF1785  DESIGNATION -  CAMPBELL TEX ILL GAS P L W MST
 FF1785  PID         -  FF1785
 FF1785  STATE/COUNTY-  AR/JACKSON
 FF1785  USGS QUAD   -  TUCKERMAN (1981)
 FF1785
 FF1785                         *CURRENT SURVEY CONTROL
 FF1785  ___________________________________________________________________
 FF1785* NAD 83(1997)-  35 40 03.60173(N)    091 14 57.46911(W)     ADJUSTED  
 FF1785* NAVD 88     -                                                        
 FF1785  ___________________________________________________________________
 FF1785  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FF1785  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1785
 FF1785  HORZ ORDER  -  THIRD
 FF1785
 FF1785.The horizontal coordinates were established by classical geodetic methods
 FF1785.and adjusted by the National Geodetic Survey in September 1999..
 FF1785
 FF1785
 FF1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1785
 FF1785.The geoid height was determined by GEOID03.
 FF1785
 FF1785;                    North         East     Units Scale Factor Converg.
 FF1785;SPC AR N     -   148,292.334   467,964.057   MT  0.99993699   +0 26 12.6
 FF1785;SPC AR N     -   486,522.43  1,535,312.08   sFT  0.99993699   +0 26 12.6
 FF1785;UTM  15      - 3,948,500.702   658,454.016   MT  0.99990940   +1 01 15.7
 FF1785
 FF1785                          SUPERSEDED SURVEY CONTROL
 FF1785
 FF1785  NAD 83(1997)-  35 40 03.60786(N)    091 14 57.46712(W) AD(       ) 4
 FF1785  NAD 83(1986)-  35 40 03.61321(N)    091 14 57.46981(W) AD(       ) 4
 FF1785  NAD 27      -  35 40 03.33000(N)    091 14 57.01100(W) AD(       ) 3
 FF1785
 FF1785.Superseded values are not recommended for survey control.
 FF1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1785.See file dsdata.txt to determine how the superseded data were derived.
 FF1785
 FF1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5845448501(NAD 83)
 FF1785_MARKER: 44 = MICROWAVE MAST
 FF1785
 FF1785  HISTORY     - Date     Condition        Report By
 FF1785  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1785
 FF1785                          STATION DESCRIPTION
 FF1785
 FF1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1785'THE STATION IS ABOUT 6-1/2 MILES NORTH OF NEWPORT AND 0.4
 FF1785'MILE WEST OF U.S. HIGHWAY 67.
 FF1785'
 FF1785'THE MAST IS THE WEST ONE OF TWO THREE LEGGED MASTS ABOUT
 FF1785'12 FEET APART IN A EAST WEST LINE, ABOUT 200 FEET HIGH AND
 FF1785'ALTERNATLY PAINTED RED AND WHITE.  AT THE TOP OF THE MASTS
 FF1785'THERE IS A REFLECTOR TYPE ANTENNA SLUNG BETWEEN THE TWO.
 FF1785'AT THE BASE OF THE MASTS THERE IS A 12 FOOT SQUARE BLOCK
 FF1785'HOUSE BETWEEN THE TWO AND HOUSING THE TRANSMITTING EQUIPMENT.
 FF1785'THE HOUSE IS PAINTED WHITE.
 FF1785'
 FF1785'THE POINT INTERSECTED WAS THE APEX OF THE WEST MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1786 ***********************************************************************
 FF1786  DESIGNATION -  CAMPBELL VICTOR METAL INC TANK
 FF1786  PID         -  FF1786
 FF1786  STATE/COUNTY-  AR/JACKSON
 FF1786  USGS QUAD   -  JACKSONPORT (1981)
 FF1786
 FF1786                         *CURRENT SURVEY CONTROL
 FF1786  ___________________________________________________________________
 FF1786* NAD 83(1997)-  35 38 53.36647(N)    091 15 08.32736(W)     ADJUSTED  
 FF1786* NAVD 88     -                                                        
 FF1786  ___________________________________________________________________
 FF1786  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FF1786  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF1786
 FF1786  HORZ ORDER  -  THIRD
 FF1786
 FF1786.The horizontal coordinates were established by classical geodetic methods
 FF1786.and adjusted by the National Geodetic Survey in September 1999..
 FF1786
 FF1786
 FF1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1786
 FF1786.The geoid height was determined by GEOID03.
 FF1786
 FF1786;                    North         East     Units Scale Factor Converg.
 FF1786;SPC AR N     -   146,125.792   467,707.432   MT  0.99993656   +0 26 06.3
 FF1786;SPC AR N     -   479,414.37  1,534,470.13   sFT  0.99993656   +0 26 06.3
 FF1786;UTM  15      - 3,946,331.717   658,219.492   MT  0.99990849   +1 01 07.6
 FF1786
 FF1786                          SUPERSEDED SURVEY CONTROL
 FF1786
 FF1786  NAD 83(1997)-  35 38 53.37212(N)    091 15 08.32555(W) AD(       ) 4
 FF1786  NAD 83(1986)-  35 38 53.37782(N)    091 15 08.32788(W) AD(       ) 4
 FF1786  NAD 27      -  35 38 53.09100(N)    091 15 07.86900(W) AD(       ) 3
 FF1786
 FF1786.Superseded values are not recommended for survey control.
 FF1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1786.See file dsdata.txt to determine how the superseded data were derived.
 FF1786
 FF1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5821946332(NAD 83)
 FF1786_MARKER: 53 = ELEVATED TANK
 FF1786
 FF1786  HISTORY     - Date     Condition        Report By
 FF1786  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1786
 FF1786                          STATION DESCRIPTION
 FF1786
 FF1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1786'THE STATION IS ABOUT 5 MILES NORTH-NORTHEAST OF NEWPORT AND
 FF1786'0.05 MILE EAST OF U.S. HIGHWAY 67.
 FF1786'
 FF1786'THE WATER TANK IS ABOUT 110 FEET HIGH, 4 LEGGED AND PAINTED
 FF1786'ALUMINUM THROUGHOUT.  ON THE NORTH AND SOUTH SIDES OF THE TANK IS
 FF1786'PAINTED THE WORDS VICTOR NEWPORT.
 FF1786'
 FF1786'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0154 ***********************************************************************
 EJ0154  DESIGNATION -  CAN
 EJ0154  PID         -  EJ0154
 EJ0154  STATE/COUNTY-  AR/PULASKI
 EJ0154  USGS QUAD   -  ALEXANDER (1986)
 EJ0154
 EJ0154                         *CURRENT SURVEY CONTROL
 EJ0154  ___________________________________________________________________
 EJ0154* NAD 83(1986)-  34 37 50.     (N)    092 26 38.     (W)     SCALED    
 EJ0154* NAVD 88     -        99.486  (meters)     326.40   (feet)  ADJUSTED  
 EJ0154  ___________________________________________________________________
 EJ0154  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ0154  DYNAMIC HT  -          99.393 (meters)     326.09  (feet)  COMP
 EJ0154  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 EJ0154
 EJ0154  VERT ORDER  -  FIRST     CLASS II
 EJ0154
 EJ0154.The horizontal coordinates were scaled from a topographic map and have
 EJ0154.an estimated accuracy of +/- 6 seconds.
 EJ0154
 EJ0154.The orthometric height was determined by differential leveling
 EJ0154.and adjusted by the National Geodetic Survey in June 1991..
 EJ0154
 EJ0154.The geoid height was determined by GEOID03.
 EJ0154
 EJ0154.The dynamic height is computed by dividing the NAVD 88
 EJ0154.geopotential number by the normal gravity value computed on the
 EJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0154.degrees latitude (g = 980.6199 gals.).
 EJ0154
 EJ0154.The modeled gravity was interpolated from observed gravity values.
 EJ0154
 EJ0154;                    North         East    Units  Estimated Accuracy
 EJ0154;SPC AR S     -   617,910.      359,300.      MT  (+/- 180 meters Scaled)
 EJ0154
 EJ0154                          SUPERSEDED SURVEY CONTROL
 EJ0154
 EJ0154  NGVD 29 (??/??/92)   99.526  (m)          326.53   (f) ADJ UNCH    1 2
 EJ0154
 EJ0154.Superseded values are not recommended for survey control.
 EJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0154.See file dsdata.txt to determine how the superseded data were derived.
 EJ0154
 EJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU509322(NAD 83)
 EJ0154_MARKER: DB = BENCH MARK DISK
 EJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0154_STAMPING: CAN
 EJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0154+STABILITY: SURFACE MOTION
 EJ0154
 EJ0154  HISTORY     - Date     Condition        Report By
 EJ0154  HISTORY     - UNK      MONUMENTED       CGS
 EJ0154  HISTORY     - 1935     GOOD             NGS
 EJ0154  HISTORY     - 1941     GOOD             NGS
 EJ0154  HISTORY     - 19850725 MARK NOT FOUND   USPSQD
 EJ0154  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0154  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0154
 EJ0154                          STATION DESCRIPTION
 EJ0154
 EJ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0154'IN ALEXANDER.
 EJ0154'IN THE TOWN OF, AT MISSOURI PACIFIC R.R. STATION SIGN BOARD 165 FEET
 EJ0154'SOUTHWEST OF M.P.R.R. STATION SIGN BOARD.  69 FEET SOUTH OF M.P.
 EJ0154'358-30.  33 FEET NORTHEAST OF CENTERLINE OF GRAVEL ROAD CROSSING. 15.5
 EJ0154'FEET SOUTHEAST OF CENTERLINE OF SOUTHEAST TRACK OF MISSOURI PACIFIC
 EJ0154'R.R.  TABLET SET IN PRECAST CONCRETE POST SET FLUSH WITH LEVEL OF
 EJ0154'GROUND.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0154
 EJ0154                          STATION RECOVERY (1941)
 EJ0154
 EJ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 EJ0154'RECOVERED IN GOOD CONDITION.
 EJ0154
 EJ0154                          STATION RECOVERY (1985)
 EJ0154
 EJ0154'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 EJ0154'MARK NOT FOUND.
 EJ0154
 EJ0154                          STATION RECOVERY (1989)
 EJ0154
 EJ0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0154'MARK NOT FOUND.
 EJ0154
 EJ0154                          STATION RECOVERY (1990)
 EJ0154
 EJ0154'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2889 ***********************************************************************
 EH2889  DESIGNATION -  CANAAN
 EH2889  PID         -  EH2889
 EH2889  STATE/COUNTY-  AR/LEE
 EH2889  USGS QUAD   -  MARIANNA (1992)
 EH2889
 EH2889                         *CURRENT SURVEY CONTROL
 EH2889  ___________________________________________________________________
 EH2889* NAD 83(1997)-  34 51 15.20482(N)    090 47 49.20476(W)     ADJUSTED  
 EH2889* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 EH2889  ___________________________________________________________________
 EH2889  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EH2889  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH2889
 EH2889  HORZ ORDER  -  FIRST
 EH2889
 EH2889.The horizontal coordinates were established by classical geodetic methods
 EH2889.and adjusted by the National Geodetic Survey in September 1999..
 EH2889
 EH2889.The orthometric height was scaled from a topographic map.
 EH2889
 EH2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2889
 EH2889.The geoid height was determined by GEOID03.
 EH2889
 EH2889;                    North         East     Units Scale Factor Converg.
 EH2889;SPC AR S     -   643,283.710   510,013.702   MT  1.00002070   +0 40 23.9
 EH2889;SPC AR S     - 2,110,506.64  1,673,269.95   sFT  1.00002070   +0 40 23.9
 EH2889;SPC AR N     -    58,461.115   510,013.034   MT  1.00001649   +0 42 00.1
 EH2889;SPC AR N     -   191,801.17  1,673,267.76   sFT  1.00001649   +0 42 00.1
 EH2889;UTM  15      - 3,859,090.595   701,400.498   MT  1.00009995   +1 15 33.9
 EH2889
 EH2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2889!SPC AR S     -   0.99999387  x   1.00002070  =   1.00001457
 EH2889!SPC AR N     -   0.99999387  x   1.00001649  =   1.00001036
 EH2889!UTM  15      -   0.99999387  x   1.00009995  =   1.00009381
 EH2889
 EH2889|---------------------------------------------------------------------|
 EH2889| PID    Reference Object                     Distance      Geod. Az  |
 EH2889|                                                           dddmmss.s |
 EH2889| CY5376 CANAAN RM 1                          22.133 METERS 05234     |
 EH2889| CY5375 CANAAN AZ MK                                       1715324.9 |
 EH2889| CY5377 CANAAN RM 2                          27.041 METERS 19949     |
 EH2889|---------------------------------------------------------------------|
 EH2889
 EH2889                          SUPERSEDED SURVEY CONTROL
 EH2889
 EH2889  NAD 83(1997)-  34 51 15.20867(N)    090 47 49.20201(W) AD(       ) 1
 EH2889  NAD 83(1986)-  34 51 15.21300(N)    090 47 49.20211(W) AD(       ) 1
 EH2889  NAD 27      -  34 51 14.86761(N)    090 47 48.79497(W) AD(       ) 1
 EH2889
 EH2889.Superseded values are not recommended for survey control.
 EH2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2889.See file dsdata.txt to determine how the superseded data were derived.
 EH2889
 EH2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0140059091(NAD 83)
 EH2889_MARKER: DS = TRIANGULATION STATION DISK
 EH2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2889
 EH2889  HISTORY     - Date     Condition        Report By
 EH2889  HISTORY     - 1965     MONUMENTED       CGS
 EH2889  HISTORY     - 1963     GOOD             CGS
 EH2889
 EH2889                          STATION DESCRIPTION
 EH2889
 EH2889'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2889'THE STATION IS 10-1/2 MILES SOUTHEAST OF PALESTINE, 6 MILES
 EH2889'NORTHWEST OF MARIANNA AND 2-1/2 MILES SOUTH OF HAYNES ON
 EH2889'PROPERTY OWNED BY MR. OSCAR ROEMHILD.
 EH2889'
 EH2889'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH2889'1 AND 131 IN HAYNES GO SOUTH ON HIGHWAY 1 FOR 2.35 MILES
 EH2889'TO A BRIDGE SPANNING THE MISSOURI PACIFIC RAILROAD TRACKS.
 EH2889'CONTINUE SOUTH ON HIGHWAY 1 FOR 0.2 MILES TO A TRACK ROAD ON
 EH2889'THE RIGHT AND A DRIVEWAY LEADING TO A FARM HOUSE ON THE
 EH2889'LEFT.  TURN RIGHT AND GO WEST ON THE TRACK ROAD FOR 0.05
 EH2889'MILE TO THE STATION ON THE RIGHT.
 EH2889'
 EH2889'STATION MARKS ARE STANDARD DISKS STAMPED CANAAN 1965.  THE
 EH2889'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 EH2889'WHICH PROJECTS 3 INCHES.  IT IS 25 FEET WEST OF THE CENTER
 EH2889'OF THE TRACK ROAD AND 4.5 FEET NORTHEAST OF A METAL WITNESS
 EH2889'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EH2889'CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2889'
 EH2889'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CANAAN NO
 EH2889'1 1965 IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 EH2889'PROJECTS 3 INCHES.  IT IS 14.5 FEET NORTHWEST OF THE CENTER
 EH2889'OF THE TRACK ROAD AND 2.0 FEET SOUTHWEST OF A METAL WITNESS
 EH2889'POST.
 EH2889'
 EH2889'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CANAAN NO
 EH2889'2 1965 IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 EH2889'PROJECTS 3 INCHES.  IT IS 14 FEET WEST OF THE CENTER OF THE
 EH2889'TRACK ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EH2889'
 EH2889'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANAAN 1965.
 EH2889'IT SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2889'6 INCHES.  IT IS 72.5 FEET EAST OF THE CENTER OF HIGHWAY
 EH2889'1, 30.5 FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC
 EH2889'RAILROAD (SLOPE MEASUREMENT), 2.5 FEET NORTH OF A TELEPHONE
 EH2889'POLE AND 2 FEET WEST OF A METAL WITNESS POST.
 EH2889'
 EH2889'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD AND HIGHWAY
 EH2889'1 JUNCTION AT THE STATION, GO SOUTH ON HIGHWAY 1 FOR 0.6
 EH2889'MILE TO THE MARK ON THE LEFT.
 EH2889'
 EH2889'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 EH2889'
 EH2889'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2889
 EH2889                          STATION RECOVERY (1963)
 EH2889
 EH2889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2889'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 EH2889'IN GOOD CONDITION AS DESCRIBED.  BRUSH AND VINES SURROUND THE
 EH2889'STATION AREA.
 EH2889'
 EH2889'ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2014 ***********************************************************************
 EJ2014  DESIGNATION -  CANEY
 EJ2014  PID         -  EJ2014
 EJ2014  STATE/COUNTY-  AR/PIKE
 EJ2014  USGS QUAD   -  NARROWS DAM (1969)
 EJ2014
 EJ2014                         *CURRENT SURVEY CONTROL
 EJ2014  ___________________________________________________________________
 EJ2014* NAD 83(1997)-  34 09 39.66709(N)    093 37 39.95139(W)     ADJUSTED  
 EJ2014* NAVD 88     -       241.93   (+/-2cm)     793.7    (feet)  VERTCON   
 EJ2014  ___________________________________________________________________
 EJ2014  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 EJ2014  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EJ2014
 EJ2014  HORZ ORDER  -  THIRD
 EJ2014  VERT ORDER  -  THIRD ? (See Below)
 EJ2014
 EJ2014.The horizontal coordinates were established by classical geodetic methods
 EJ2014.and adjusted by the National Geodetic Survey in September 1999..
 EJ2014
 EJ2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2014.The vertical order pertains to the NGVD 29 superseded value.
 EJ2014
 EJ2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2014
 EJ2014.The geoid height was determined by GEOID03.
 EJ2014
 EJ2014;                    North         East     Units Scale Factor Converg.
 EJ2014;SPC AR S     -   566,935.352   249,921.880   MT  0.99992090   -0 54 39.8
 EJ2014;SPC AR S     - 1,860,020.40    819,952.03   sFT  0.99992090   -0 54 39.8
 EJ2014;UTM  15      - 3,780,187.641   442,136.513   MT  0.99964127   -0 21 09.0
 EJ2014
 EJ2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2014!SPC AR S     -   0.99996633  x   0.99992090  =   0.99988723
 EJ2014!UTM  15      -   0.99996633  x   0.99964127  =   0.99960761
 EJ2014
 EJ2014|---------------------------------------------------------------------|
 EJ2014| PID    Reference Object                     Distance      Geod. Az  |
 EJ2014|                                                           dddmmss.s |
 EJ2014| CX5126 CANEY RM 1                           14.515 METERS 12814     |
 EJ2014| CX5127 CANEY RM 2                           18.772 METERS 24759     |
 EJ2014| EJ2012 NARROWS DAM RADIO MAST              APPROX. 8.6 KM 2595236.5 |
 EJ2014| EJ1329 M 53                                               3523934.7 |
 EJ2014|---------------------------------------------------------------------|
 EJ2014
 EJ2014                          SUPERSEDED SURVEY CONTROL
 EJ2014
 EJ2014  NAD 83(1997)-  34 09 39.67514(N)    093 37 39.94569(W) AD(       ) 3
 EJ2014  NAD 83(1986)-  34 09 39.67639(N)    093 37 39.94284(W) AD(       ) 3
 EJ2014  NAD 27      -  34 09 39.31290(N)    093 37 39.27580(W) AD(       ) 3
 EJ2014  NGVD 29 (07/19/86)  241.91   (m)          793.7    (f) LEVELING    3  
 EJ2014
 EJ2014.Superseded values are not recommended for survey control.
 EJ2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2014.See file dsdata.txt to determine how the superseded data were derived.
 EJ2014
 EJ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4213780188(NAD 83)
 EJ2014_MARKER: DS = TRIANGULATION STATION DISK
 EJ2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2014
 EJ2014  HISTORY     - Date     Condition        Report By
 EJ2014  HISTORY     - 1957     MONUMENTED       CGS
 EJ2014  HISTORY     - 1962     GOOD             CGS
 EJ2014  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 EJ2014
 EJ2014                          STATION DESCRIPTION
 EJ2014
 EJ2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2014'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF
 EJ2014'MURFREESBORO, 6 MILES SOUTH OF KIRBY AND NEAR A FIRE TOWER.
 EJ2014'THE STATION MARK IS 36 FEET WEST OF THE NORTHWEST CORNER
 EJ2014'OF A BARN, 35 FEET EAST OF THE NORTHEAST LEG OF THE FIRE
 EJ2014'TOWER AND 20 FEET SOUTH OF A 10 INCH OAK TREE.  IT IS STAMPED
 EJ2014'CANEY 1957 AND SET FLUSH.
 EJ2014'
 EJ2014'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE SOUTH
 EJ2014'CORNER OF THE CONCRETE FOUNDATION OF THE BARN.  IT IS STAMPED
 EJ2014'CANEY NO 1 1957.
 EJ2014'
 EJ2014'REFERENCE MARK NO. 2 IS PLACED IN THE CENTER OF THE FIRE
 EJ2014'TOWER.  IT IS STAMPED CANEY NO 2 1957 AND SET FLUSH.
 EJ2014'
 EJ2014'THE AZIMUTH MARK IS A U.S.C. AND G.S. AND STATE SURVEY MARK
 EJ2014'73 FEET WEST OF THE CENTER OF STATE HIGHWAY 27, 53 FEET
 EJ2014'NORTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A
 EJ2014'WITNESS POST AND IN A 6 INCH BY 6 INCH CONCRETE POST.  IT
 EJ2014'IS STAMPED M53 1934 AND PROJECTS 3 INCHES.
 EJ2014'
 EJ2014'TO REACH FROM THE COURTHOUSE IN MURFREESBORO, GO NORTH AND
 EJ2014'NORTHEASTERLY ON STATE HIGHWAY 27 FOR 1.1 MILES TO THE JUNCTION
 EJ2014'OF STATE HIGHWAYS 26 AND 27, KEEP LEFT ON STATE HIGHWAY
 EJ2014'27 AND CONTINUE NORTHEASTERLY FOR 7.5 MILES TO A SIDE ROAD
 EJ2014'RIGHT AND SIGN FIRE TOWER, TURN RIGHT ON SIDE ROAD AND GO
 EJ2014'FOR 0.2 MILE TO THE FIRE TOWER AND STATION AS DESCRIBED.
 EJ2014'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST
 EJ2014'0.1 MILE TO STATE HIGHWAY 27, THEN GO NORTH ON THE HIGHWAY
 EJ2014'FOR 0.5 MILE TO A GRAVELED ROAD LEFT AND THE AZIMUTH MARK
 EJ2014'ON LEFT AS DESCRIBED.
 EJ2014'
 EJ2014'HEIGHT OF LIGHT ABOVE STATION MARK 22.64 METERS.
 EJ2014
 EJ2014                          STATION RECOVERY (1962)
 EJ2014
 EJ2014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ2014'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 EJ2014'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE
 EJ2014'STATION IS ADEQUATE FOR RECOVERY.
 EJ2014
 EJ2014                          STATION RECOVERY (2004)
 EJ2014
 EJ2014'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 EJ2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0773 ***********************************************************************
 DL0773  DESIGNATION -  CANFIELD
 DL0773  PID         -  DL0773
 DL0773  STATE/COUNTY-  AR/LAFAYETTE
 DL0773  USGS QUAD   -  BRADLEY NE (1978)
 DL0773
 DL0773                         *CURRENT SURVEY CONTROL
 DL0773  ___________________________________________________________________
 DL0773* NAD 83(1986)-  33 13 38.     (N)    093 37 18.     (W)     SCALED    
 DL0773* NAVD 88     -        79.228  (meters)     259.93   (feet)  ADJUSTED  
 DL0773  ___________________________________________________________________
 DL0773  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL0773  DYNAMIC HT  -          79.142 (meters)     259.65  (feet)  COMP
 DL0773  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DL0773
 DL0773  VERT ORDER  -  FIRST     CLASS II
 DL0773
 DL0773.The horizontal coordinates were scaled from a topographic map and have
 DL0773.an estimated accuracy of +/- 6 seconds.
 DL0773
 DL0773.The orthometric height was determined by differential leveling
 DL0773.and adjusted by the National Geodetic Survey in June 1991..
 DL0773
 DL0773.The geoid height was determined by GEOID03.
 DL0773
 DL0773.The dynamic height is computed by dividing the NAVD 88
 DL0773.geopotential number by the normal gravity value computed on the
 DL0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0773.degrees latitude (g = 980.6199 gals.).
 DL0773
 DL0773.The modeled gravity was interpolated from observed gravity values.
 DL0773
 DL0773;                    North         East    Units  Estimated Accuracy
 DL0773;SPC AR S     -   463,370.      248,840.      MT  (+/- 180 meters Scaled)
 DL0773
 DL0773                          SUPERSEDED SURVEY CONTROL
 DL0773
 DL0773  NGVD 29 (??/??/92)   79.28   (m)          260.1    (f) COMPUTED    1 2
 DL0773
 DL0773.Superseded values are not recommended for survey control.
 DL0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0773.See file dsdata.txt to determine how the superseded data were derived.
 DL0773
 DL0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS420766(NAD 83)
 DL0773_MARKER: DS = TRIANGULATION STATION DISK
 DL0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0773_STAMPING: CANFIELD 1951
 DL0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0773+STABILITY: SURFACE MOTION
 DL0773
 DL0773  HISTORY     - Date     Condition        Report By
 DL0773  HISTORY     - 1951     MONUMENTED       CGS
 DL0773  HISTORY     - 1960     GOOD             NGS
 DL0773
 DL0773                          STATION DESCRIPTION
 DL0773
 DL0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0773'9.8 MI SW FROM LEWISVILLE.
 DL0773'0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0773'STATION AT LEWISVILLE, THENCE 9.1 MILES SOUTH ALONG THE ST. LOUIS
 DL0773'SOUTHWESTERN RAILWAY, IN SECTION 31, T 17 S, R 24 W, 0.4 MILE SOUTH OF
 DL0773'MILEPOST 399, 133 FEET EAST OF THE EAST RAIL, 45 FEET EAST OF THE
 DL0773'CENTERLINE OF STATE HIGHWAY 29, 251 FEET SOUTH OF THE CENTERLINE OF A
 DL0773'GRADED DIRT ROAD, 228 FEET NORTH OF THE CENTERLINE OF A PRIVATE
 DL0773'DRIVEWAY, 1.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DL0773'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1524 ***********************************************************************
 DL1524  DESIGNATION -  CANFIELD BURTON SAWMILL STACK
 DL1524  PID         -  DL1524
 DL1524  STATE/COUNTY-  AR/LAFAYETTE
 DL1524  USGS QUAD   -  CANFIELD (1975)
 DL1524
 DL1524                         *CURRENT SURVEY CONTROL
 DL1524  ___________________________________________________________________
 DL1524* NAD 83(1997)-  33 10 24.60217(N)    093 38 14.67816(W)     ADJUSTED  
 DL1524* NAVD 88     -                                                        
 DL1524  ___________________________________________________________________
 DL1524  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DL1524  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DL1524
 DL1524  HORZ ORDER  -  THIRD
 DL1524
 DL1524.The horizontal coordinates were established by classical geodetic methods
 DL1524.and adjusted by the National Geodetic Survey in September 1999..
 DL1524
 DL1524
 DL1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1524
 DL1524.The geoid height was determined by GEOID03.
 DL1524
 DL1524;                    North         East     Units Scale Factor Converg.
 DL1524;SPC AR S     -   457,436.952   247,280.777   MT  1.00003045   -0 54 59.2
 DL1524;SPC AR S     - 1,500,774.40    811,287.02   sFT  1.00003045   -0 54 59.2
 DL1524;UTM  15      - 3,670,702.387   440,572.077   MT  0.99964354   -0 20 55.6
 DL1524
 DL1524                          SUPERSEDED SURVEY CONTROL
 DL1524
 DL1524  NAD 83(1997)-  33 10 24.61113(N)    093 38 14.66789(W) AD(       ) 4
 DL1524  NAD 83(1986)-  33 10 24.61333(N)    093 38 14.66702(W) AD(       ) 4
 DL1524  NAD 27      -  33 10 24.14900(N)    093 38 14.03300(W) AD(       ) 3
 DL1524
 DL1524.Superseded values are not recommended for survey control.
 DL1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1524.See file dsdata.txt to determine how the superseded data were derived.
 DL1524
 DL1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4057270702(NAD 83)
 DL1524_MARKER: 63 = STACK
 DL1524
 DL1524  HISTORY     - Date     Condition        Report By
 DL1524  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1524  HISTORY     - 20041226 MARK NOT FOUND   USPSQD
 DL1524
 DL1524                          STATION DESCRIPTION
 DL1524
 DL1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1524'THE STATION IS LOCATED 3/4 MILE SOUTH FROM THE VILLAGE OF
 DL1524'CANFIELD, ABOUT 250 FEET WEST OF STATE ROUTE 29.
 DL1524'
 DL1524'IT IS THE TALLER ONE OF THREE BLACK METAL STACKS.  IT IS
 DL1524'APPROXIMATELY 100 FEET IN HEIGHT.
 DL1524'
 DL1524'THE TOP AND CENTER OF THE STACK WAS OBSERVED.
 DL1524
 DL1524                          STATION RECOVERY (2004)
 DL1524
 DL1524'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DL1524'MARK NOT FOUND. SAW MILL NOT THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1522 ***********************************************************************
 DL1522  DESIGNATION -  CANFIELD FIRE TOWER 98 AFC
 DL1522  PID         -  DL1522
 DL1522  STATE/COUNTY-  AR/LAFAYETTE
 DL1522  USGS QUAD   -  CANFIELD (1975)
 DL1522
 DL1522                         *CURRENT SURVEY CONTROL
 DL1522  ___________________________________________________________________
 DL1522* NAD 83(1997)-  33 09 29.92650(N)    093 38 20.22444(W)     ADJUSTED  
 DL1522* NAVD 88     -                                                        
 DL1522  ___________________________________________________________________
 DL1522  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 DL1522  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL1522
 DL1522  HORZ ORDER  -  THIRD
 DL1522
 DL1522.The horizontal coordinates were established by classical geodetic methods
 DL1522.and adjusted by the National Geodetic Survey in September 1999..
 DL1522
 DL1522
 DL1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1522
 DL1522.The geoid height was determined by GEOID03.
 DL1522
 DL1522;                    North         East     Units Scale Factor Converg.
 DL1522;SPC AR S     -   455,754.985   247,110.129   MT  1.00003443   -0 55 02.3
 DL1522;SPC AR S     - 1,495,256.15    810,727.15   sFT  1.00003443   -0 55 02.3
 DL1522;SPC LA N     -   295,324.045   893,737.952   MT  1.00014913   -0 36 07.8
 DL1522;SPC LA N     -   968,908.97  2,932,205.26   sFT  1.00014913   -0 36 07.8
 DL1522;UTM  15      - 3,669,019.467   440,418.163   MT  0.99964377   -0 20 58.2
 DL1522
 DL1522                          SUPERSEDED SURVEY CONTROL
 DL1522
 DL1522  NAD 83(1997)-  33 09 29.93588(N)    093 38 20.21416(W) AD(       ) 4
 DL1522  NAD 83(1986)-  33 09 29.93748(N)    093 38 20.21330(W) AD(       ) 4
 DL1522  NAD 27      -  33 09 29.47300(N)    093 38 19.57900(W) AD(       ) 3
 DL1522
 DL1522.Superseded values are not recommended for survey control.
 DL1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1522.See file dsdata.txt to determine how the superseded data were derived.
 DL1522
 DL1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4041869019(NAD 83)
 DL1522_MARKER: 55 = TOWER
 DL1522
 DL1522  HISTORY     - Date     Condition        Report By
 DL1522  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1522
 DL1522                          STATION DESCRIPTION
 DL1522
 DL1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1522'THE STATION IS LOCATED 1-3/4 MILES SOUTH FROM THE VILLAGE
 DL1522'OF CANFIELD, 100 FEET EAST OF STATE ROUTE 29.
 DL1522'
 DL1522'IT IS A GLASS ENCLOSED CAB, MOUNTED ON TOP OF A FOUR-LEGGED
 DL1522'STEEL TOWER AND HAS AN OVER ALL HEIGHT OF 130 FEET.
 DL1522'
 DL1522'THE CENTER AND TOP OF THE TOWER WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0774 ***********************************************************************
 DL0774  DESIGNATION -  CANFIELD RESET
 DL0774  PID         -  DL0774
 DL0774  STATE/COUNTY-  AR/LAFAYETTE
 DL0774  USGS QUAD   -  BRADLEY NE (1978)
 DL0774
 DL0774                         *CURRENT SURVEY CONTROL
 DL0774  ___________________________________________________________________
 DL0774* NAD 83(1997)-  33 13 39.42890(N)    093 37 18.44062(W)     ADJUSTED  
 DL0774* NAVD 88     -        79.09   (meters)     259.5    (feet)  RESET     
 DL0774  ___________________________________________________________________
 DL0774  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DL0774  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL0774
 DL0774  HORZ ORDER  -  THIRD
 DL0774  VERT ORDER  -  THIRD
 DL0774
 DL0774.The horizontal coordinates were established by classical geodetic methods
 DL0774.and adjusted by the National Geodetic Survey in September 1999..
 DL0774
 DL0774.The orthometric height was computed from unverified reset data.
 DL0774
 DL0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0774
 DL0774.The geoid height was determined by GEOID03.
 DL0774
 DL0774;                    North         East     Units Scale Factor Converg.
 DL0774;SPC AR S     -   463,415.327   248,832.743   MT  1.00001684   -0 54 27.7
 DL0774;SPC AR S     - 1,520,388.45    816,378.76   sFT  1.00001684   -0 54 27.7
 DL0774;UTM  15      - 3,676,693.551   442,064.204   MT  0.99964138   -0 20 26.6
 DL0774
 DL0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0774!SPC AR S     -   0.99999175  x   1.00001684  =   1.00000859
 DL0774!UTM  15      -   0.99999175  x   0.99964138  =   0.99963314
 DL0774
 DL0774|---------------------------------------------------------------------|
 DL0774| PID    Reference Object                     Distance      Geod. Az  |
 DL0774|                                                           dddmmss.s |
 DL0774| DL0772 CANFIELD RM 1                        29.861 METERS 02630     |
 DL0774| DL0784 BRADLEY                             APPROX.11.4 KM 1915953.5 |
 DL0774| CX7293 TT 6 JCL                                           1925202.0 |
 DL0774| DL1515 SUB BASE H 48500                     36.143 METERS 23808     |
 DL0774| CX5128 CANFIELD RM 2                        28.233 METERS 25918     |
 DL0774|---------------------------------------------------------------------|
 DL0774
 DL0774                          SUPERSEDED SURVEY CONTROL
 DL0774
 DL0774  NAD 83(1997)-  33 13 39.43629(N)    093 37 18.43136(W) AD(       ) 3
 DL0774  NAD 83(1986)-  33 13 39.43944(N)    093 37 18.42902(W) AD(       ) 3
 DL0774  NAD 27      -  33 13 38.97600(N)    093 37 17.79300(W) AD(       ) 3
 DL0774  NGVD 29 (07/19/86)   79.28   (m)          260.1    (f) LEVELING    3  
 DL0774
 DL0774.Superseded values are not recommended for survey control.
 DL0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0774.See file dsdata.txt to determine how the superseded data were derived.
 DL0774
 DL0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4206476694(NAD 83)
 DL0774_MARKER: DS = TRIANGULATION STATION DISK
 DL0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0774_STAMPING: CANFIELD 1951 1963
 DL0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0774+STABILITY: SURFACE MOTION
 DL0774
 DL0774  HISTORY     - Date     Condition        Report By
 DL0774  HISTORY     - 1951     MONUMENTED       CGS
 DL0774  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DL0774  HISTORY     - 1963     GOOD             CGS
 DL0774
 DL0774                          STATION DESCRIPTION
 DL0774
 DL0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL0774'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF CANFIELD
 DL0774'ON LAND OWNED BY MRS. HENRY MOORE.  IT IS LOCATED 63 FEET
 DL0774'EAST OF STATE HIGHWAY 29, AND 30 FEET EAST OF WITNESS POST.
 DL0774'
 DL0774'TO REACH FROM THE RAILROAD DEPOT AT CANFIELD, GO NORTHERLY
 DL0774'ON STATE HIGHWAY 29 FOR 2.1 MILES TO AZIMUTH MARK ON THE
 DL0774'LEFT.  CONTINUE FOR 1.1 MILES TO STATION ON THE RIGHT.
 DL0774'
 DL0774'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DL0774'CANFIELD 1951.
 DL0774'
 DL0774'REFERENCE MARK NO. 1 IS 68 FEET EAST OF CENTER OF STATE
 DL0774'HIGHWAY 29.  IT PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 DL0774'CANFIELD NO 1 1951.
 DL0774'
 DL0774'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF WIRE FENCE, AND 21
 DL0774'FEET WEST OF THE CENTER OF STATE HIGHWAY 29.  IT PROJECTS
 DL0774'4 INCHES, AND THE DISK IS STAMPED CANFIELD NO 2 1951.
 DL0774'
 DL0774'THE AZIMUTH MARK IS A STANDARD USGS BENCH MARK SET IN AN
 DL0774'8-INCH SQUARE, CONCRETE POST.  IT IS 49 FEET EAST OF THE
 DL0774'EAST RAIL OF THE RAILROAD TRACK, 2 FEET EAST OF THE WIRE
 DL0774'FENCE, 2 FEET SOUTHEAST OF POWERLINE POLE NO. 2639, AND
 DL0774'25 FEET WEST OF THE CENTER OF STATE HIGHWAY 29.  THE MARK
 DL0774'PROJECTS 6 INCHES, AND THE DISK IS STAMPED TT 6 JCL 1949.
 DL0774'
 DL0774'SUB BASE H 48500 IS AN UNIDENTIFIED COPPER DISK SET IN A
 DL0774'6-INCH SQUARE, CONCRETE POST.  IT IS 47 FEET EAST OF THE
 DL0774'EAST RAIL OF THE RAILROAD TRACK, 1 FOOT WEST OF A TELEPHONE
 DL0774'POLE, AND IS 21 FEET WEST OF THE CENTER OF STATE HIGHWAY
 DL0774'29.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 DL0774'H 48500 1948.  CAST IN THE DISK IS SUB BASE.
 DL0774'
 DL0774'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 DL0774'TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL0774'
 DL0774'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL0774
 DL0774                          STATION RECOVERY (1963)
 DL0774
 DL0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL0774'THE SURFACE STATION MARK WAS FOUND TO BE PROJECTING ABOUT
 DL0774'1 FOOT AND WAS SLIGHTLY TILTED.  THIS MARK WAS REMOVED AND
 DL0774'THE UNDERGROUND MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 DL0774'CONDITION.  THE SURFACE MARK WAS RESET BY PLUMBING OVER
 DL0774'THE UNDERGROUND MARK.  SINCE THIS MARK HAD BEEN USED FOR
 DL0774'A BENCH MARK (LINE 18), LEVELS WERE RUN AND THE MARK WAS
 DL0774'LOWERED 0.455 FEET.  THE DISK WAS RESTAMPED CANFIELD 1951
 DL0774'1963.  THE MARK IS 251 FEET SOUTH OF CENTERLINE OF A GRADED
 DL0774'DIRT ROAD, 228 FEET NORTH OF A PRIVATE DRIVEWAY, 45 FEET EAST
 DL0774'OF CENTERLINE OF HIGHWAY AND 8.5 FEET SOUTHWEST OF A
 DL0774'TRIANGLE-BLAZED 14-INCH OAK TREE.
 DL0774'
 DL0774'R.M. NO. 1 WAS THE ONLY OTHER MARK RECOVERED.  THE OTHER
 DL0774'REFERENCE AND THE AZIMUTH MARKS WERE PROBABLY DESTROYED
 DL0774'BY HIGHWAY IMPROVMENT.  NO ADDITIONAL MARKS WERE ESTABLISHED
 DL0774'AT THIS TIME AS NO OBJECTS WERE VISABLE FROM THE GROUND
 DL0774'AT THE STATION.
 DL0774'
 DL0774'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL0774'FOR RECOVERY.
 DL0774
 DL0774                          STATION RECOVERY (1963)
 DL0774
 DL0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DL0774'9.8 MI SW FROM LEWISVILLE.
 DL0774'ABOUT 0.7 MILE WEST, THENCE 9.1 MILES SOUTH ALONG THE ST. LOUIS
 DL0774'SOUTHWESTERN RAILWAY FROM THE STATION AT LEWISVILLE, IN SECTION 31, T.
 DL0774'17 S., R. 24 W., 133 FEET EAST OF THE EAST RAIL, ABOUT 0.05 MILE SOUTH
 DL0774'OF A SIDE ROAD, ABOUT 0.05 MILE NORTH OF A PRIVATE DRIVEWAY, 45 FEET
 DL0774'EAST OF THE CENTERLINE OF STATE HIGHWAY 29, AND SET IN THE TOP OF A
 DL0774'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0772 ***********************************************************************
 DL0772  DESIGNATION -  CANFIELD RM 1
 DL0772  PID         -  DL0772
 DL0772  STATE/COUNTY-  AR/LAFAYETTE
 DL0772  USGS QUAD   -  BRADLEY NE (1978)
 DL0772
 DL0772                         *CURRENT SURVEY CONTROL
 DL0772  ___________________________________________________________________
 DL0772* NAD 83(1986)-  33 13 38.     (N)    093 37 18.     (W)     SCALED    
 DL0772* NAVD 88     -        79.059  (meters)     259.38   (feet)  ADJUSTED  
 DL0772  ___________________________________________________________________
 DL0772  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL0772  DYNAMIC HT  -          78.974 (meters)     259.10  (feet)  COMP
 DL0772  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DL0772
 DL0772  VERT ORDER  -  FIRST     CLASS II
 DL0772
 DL0772.The horizontal coordinates were scaled from a topographic map and have
 DL0772.an estimated accuracy of +/- 6 seconds.
 DL0772
 DL0772.The orthometric height was determined by differential leveling
 DL0772.and adjusted by the National Geodetic Survey in June 1991..
 DL0772
 DL0772.The geoid height was determined by GEOID03.
 DL0772
 DL0772.The dynamic height is computed by dividing the NAVD 88
 DL0772.geopotential number by the normal gravity value computed on the
 DL0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0772.degrees latitude (g = 980.6199 gals.).
 DL0772
 DL0772.The modeled gravity was interpolated from observed gravity values.
 DL0772
 DL0772;                    North         East    Units  Estimated Accuracy
 DL0772;SPC AR S     -   463,370.      248,840.      MT  (+/- 180 meters Scaled)
 DL0772
 DL0772                          SUPERSEDED SURVEY CONTROL
 DL0772
 DL0772  NGVD 29 (??/??/92)   79.109  (m)          259.54   (f) ADJ UNCH    1 2
 DL0772
 DL0772.Superseded values are not recommended for survey control.
 DL0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0772.See file dsdata.txt to determine how the superseded data were derived.
 DL0772
 DL0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS420766(NAD 83)
 DL0772_MARKER: DR = REFERENCE MARK DISK
 DL0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0772_SP_SET: OAK TREE
 DL0772_STAMPING: CANFIELD NO 1 1951
 DL0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0772
 DL0772  HISTORY     - Date     Condition        Report By
 DL0772  HISTORY     - 1951     MONUMENTED       CGS
 DL0772  HISTORY     - 1960     GOOD             NGS
 DL0772  HISTORY     - 1963     GOOD             NGS
 DL0772
 DL0772                          STATION DESCRIPTION
 DL0772
 DL0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0772'IN LEWISVILLE.
 DL0772'156 FEET EAST OF THE EAST RAIL, 69 FEET EAST OF THE CENTERLINE OF
 DL0772'STATE HIGHWAY 29, 97.9 FEET NORTH-NORTHEAST OF THE TRIANGULATION
 DL0772'STATION, 162 FEET SOUTH OF THE CENTERLINE OF A GRADED DIRT ROAD,
 DL0772'47-1/2 FEET SOUTH-SOUTHWEST OF A 34-INCH OAK TREE, AND IN THE TOP OF A
 DL0772'POST PROJECTING 6 INCHES.
 DL0772
 DL0772                          STATION RECOVERY (1963)
 DL0772
 DL0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1937 ***********************************************************************
 FG1937  DESIGNATION -  CANTPORT
 FG1937  PID         -  FG1937
 FG1937  STATE/COUNTY-  AR/FAULKNER
 FG1937  USGS QUAD   -  CONWAY (1994)
 FG1937
 FG1937                         *CURRENT SURVEY CONTROL
 FG1937  ___________________________________________________________________
 FG1937* NAD 83(1997)-  35 04 54.02199(N)    092 25 43.06088(W)     ADJUSTED  
 FG1937* NAVD 88     -        95.1    (meters)     312.     (feet)  VERTCON   
 FG1937  ___________________________________________________________________
 FG1937  X           -    -221,420.510 (meters)                     COMP
 FG1937  Y           -  -5,220,586.165 (meters)                     COMP
 FG1937  Z           -   3,645,324.189 (meters)                     COMP
 FG1937  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 FG1937  ELLIP HEIGHT-          67.41  (meters)          (09/24/01) GPS OBS
 FG1937  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG1937
 FG1937  HORZ ORDER  -  FIRST
 FG1937  ELLP ORDER  -  FOURTH    CLASS II
 FG1937
 FG1937.This mark is at Dennis F Cantrell Fld Airport (M03)
 FG1937
 FG1937.The horizontal coordinates were established by GPS observations
 FG1937.and adjusted by the National Geodetic Survey in September 1999..
 FG1937
 FG1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1937
 FG1937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1937
 FG1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1937
 FG1937.The ellipsoidal height was determined by GPS observations
 FG1937.and is referenced to NAD 83.
 FG1937
 FG1937.The geoid height was determined by GEOID03.
 FG1937
 FG1937;                    North         East     Units Scale Factor Converg.
 FG1937;SPC AR N     -    83,107.194   360,911.385   MT  0.99997415   -0 14 57.9
 FG1937;SPC AR N     -   272,660.85  1,184,090.10   sFT  0.99997415   -0 14 57.9
 FG1937;UTM  15      - 3,882,249.598   552,087.075   MT  0.99963344   +0 19 42.2
 FG1937
 FG1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1937!SPC AR N     -   0.99998942  x   0.99997415  =   0.99996357
 FG1937!UTM  15      -   0.99998942  x   0.99963344  =   0.99962286
 FG1937
 FG1937|---------------------------------------------------------------------|
 FG1937| PID    Reference Object                     Distance      Geod. Az  |
 FG1937|                                                           dddmmss.s |
 FG1937| FG1938 CANTPORT AZ MK                      351.704 METERS 07730     |
 FG1937|---------------------------------------------------------------------|
 FG1937
 FG1937                          SUPERSEDED SURVEY CONTROL
 FG1937
 FG1937  ELLIP H (09/14/99)   67.40   (m)                       GP(       ) 4 1
 FG1937  NAD 83(1986)-  35 04 54.03980(N)    092 25 43.04961(W) AD(       ) 1
 FG1937  NGVD 29 (11/13/90)   95.2    (m)          312.     (f) GPS OBS        
 FG1937
 FG1937.Superseded values are not recommended for survey control.
 FG1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1937.See file dsdata.txt to determine how the superseded data were derived.
 FG1937
 FG1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5208782250(NAD 83)
 FG1937_MARKER: I = METAL ROD
 FG1937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1937_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1937_STAMPING: CANTPORT 1990
 FG1937_MARK LOGO: NGS   
 FG1937_PROJECTION: FLUSH
 FG1937_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1937+STABILITY: POSITION/ELEVATION WELL
 FG1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1937+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 FG1937_ROD/PIPE-DEPTH: 2.95 meters
 FG1937_SLEEVE-DEPTH  : .93 meters
 FG1937
 FG1937  HISTORY     - Date     Condition        Report By
 FG1937  HISTORY     - 1990     MONUMENTED       NGS
 FG1937  HISTORY     - 20010301 GOOD             INDIV
 FG1937
 FG1937                          STATION DESCRIPTION
 FG1937
 FG1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1937'STATION IS LOCATED ABOUT 11.0 KM (6.8 MI) WEST OF HAMLET, 1.7 KM
 FG1937'(1.1 MI) SOUTHEAST OF CONWAY, AND 1.00 KM (0.62 MI) SOUTH OF
 FG1937'U.S.HIGHWAY 64.  AT THE CONWAY MUNICIPAL-CANTRELL FIELD AIRPORT.
 FG1937'OWNERSHIP--CITY OF CONWAY, CITY HALL, CONWAY AR 72032.  PHONE IS
 FG1937'501-327-3392 (MAYOR).  AIRPORT MANAGER IS CARLA WOODALL (CONWAY
 FG1937'AVIATION), P.O.BOX 1764, CONWAY AR 72032.  PHONE IS501-327-4559 OR
 FG1937'HOME 501-329-2383.
 FG1937'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 64, 65B AND
 FG1937'STATE HIGHWAY 60 IN CONWAY.  GO SOUTHERLY ON U.S.HIGHWAY 65B FOR 0.83
 FG1937'KM (0.52 MI) TO A PAVED STREET ON THE LEFT.  TURN LEFT AND GO EAST ON
 FG1937'SIXTH STREET FOR 0.55 KM (0.34 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 FG1937'RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD, PASSING AIRPORT
 FG1937'OFFICE ON THE LEFT AND ACROSS AN APRON FOR 0.12 KM (0.07 MI) TO A
 FG1937'TAXIWAY ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON A TAXIWAY FOR
 FG1937'0.16 KM (0.10 MI) TO RUNWAY 7-25 AND THE STATION STRAIGHT AHEAD.
 FG1937'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FG1937'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, SET 46.5 M
 FG1937'(152.6 FT) WEST-NORTHWEST OF A WINDSOCK, 41.6 M (136.5 FT)
 FG1937'SOUTH-SOUTHEAST OF THE CENTERLINE OF RUNWAY 7-25, 12.7 M (41.7 FT)
 FG1937'NORTHEAST OF A TAXIWAY CENTERLINE.
 FG1937'LOCKED GATE AT NIGHT.
 FG1937'DESCRIBED BY R.D.BALL.
 FG1937
 FG1937                          STATION RECOVERY (2001)
 FG1937
 FG1937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DEH)
 FG1937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1938 ***********************************************************************
 FG1938  DESIGNATION -  CANTPORT AZ MK
 FG1938  PID         -  FG1938
 FG1938  STATE/COUNTY-  AR/FAULKNER
 FG1938  USGS QUAD   -  CONWAY (1994)
 FG1938
 FG1938                         *CURRENT SURVEY CONTROL
 FG1938  ___________________________________________________________________
 FG1938* NAD 83(1997)-  35 04 56.49289(N)    092 25 29.50666(W)     ADJUSTED  
 FG1938* NAVD 88     -        93.6    (meters)     307.     (feet)  VERTCON   
 FG1938  ___________________________________________________________________
 FG1938  X           -    -221,075.544 (meters)                     COMP
 FG1938  Y           -  -5,220,555.686 (meters)                     COMP
 FG1938  Z           -   3,645,385.594 (meters)                     COMP
 FG1938  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 FG1938  ELLIP HEIGHT-          65.83  (meters)          (09/24/01) GPS OBS
 FG1938  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG1938
 FG1938  HORZ ORDER  -  FIRST
 FG1938  ELLP ORDER  -  FOURTH    CLASS II
 FG1938
 FG1938.This mark is at Dennis F Cantrell Fld Airport (M03)
 FG1938
 FG1938.The horizontal coordinates were established by GPS observations
 FG1938.and adjusted by the National Geodetic Survey in September 1999..
 FG1938
 FG1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1938
 FG1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1938
 FG1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1938
 FG1938.The ellipsoidal height was determined by GPS observations
 FG1938.and is referenced to NAD 83.
 FG1938
 FG1938.The geoid height was determined by GEOID03.
 FG1938
 FG1938;                    North         East     Units Scale Factor Converg.
 FG1938;SPC AR N     -    83,181.850   361,255.065   MT  0.99997405   -0 14 50.0
 FG1938;SPC AR N     -   272,905.79  1,185,217.66   sFT  0.99997405   -0 14 50.0
 FG1938;UTM  15      - 3,882,327.689   552,429.868   MT  0.99963388   +0 19 50.1
 FG1938
 FG1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1938!SPC AR N     -   0.99998967  x   0.99997405  =   0.99996372
 FG1938!UTM  15      -   0.99998967  x   0.99963388  =   0.99962355
 FG1938
 FG1938|---------------------------------------------------------------------|
 FG1938| PID    Reference Object                     Distance      Geod. Az  |
 FG1938|                                                           dddmmss.s |
 FG1938| FG1937 CANTPORT                            351.704 METERS 25730     |
 FG1938|---------------------------------------------------------------------|
 FG1938
 FG1938                          SUPERSEDED SURVEY CONTROL
 FG1938
 FG1938  ELLIP H (09/14/99)   65.82   (m)                       GP(       ) 4 1
 FG1938  NAD 83(1986)-  35 04 56.51070(N)    092 25 29.49539(W) AD(       ) 1
 FG1938  NGVD 29 (11/13/90)   93.6    (m)          307.     (f) GPS OBS        
 FG1938
 FG1938.Superseded values are not recommended for survey control.
 FG1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1938.See file dsdata.txt to determine how the superseded data were derived.
 FG1938
 FG1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5243082328(NAD 83)
 FG1938_MARKER: I = METAL ROD
 FG1938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1938_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1938_STAMPING: CANTPORT AZ MK 1990
 FG1938_MARK LOGO: NGS   
 FG1938_PROJECTION: FLUSH
 FG1938_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1938+STABILITY: POSITION/ELEVATION WELL
 FG1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1938+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FG1938_ROD/PIPE-DEPTH: 2.95 meters
 FG1938_SLEEVE-DEPTH  : .93 meters
 FG1938
 FG1938  HISTORY     - Date     Condition        Report By
 FG1938  HISTORY     - 1990     MONUMENTED       NGS
 FG1938
 FG1938                          STATION DESCRIPTION
 FG1938
 FG1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1938'STATION IS LOCATED ABOUT 11.0 KM (6.8 MI) WEST OF HAMLET, 1.7 KM
 FG1938'(1.1 MI) SOUTHEAST OF CONWAY, AND 1.00 KM (0.62 MI) SOUTH OF
 FG1938'U.S.HIGHWAY 64.  AT THE CONWAY MUNICIPAL-CANTRELL FIELD AIRPORT.
 FG1938'OWNERSHIP--CITY OF CONWAY, CITY HALL, CONWAY AR 72032.  PHONE IS
 FG1938'501-327-3392 (MAYOR).  AIRPORT MANAGER IS CARLA WOODALL (CONWAY
 FG1938'AVIATION), P.O.BOX 1764, CONWAY AR 72032.  PHONE IS501-327-4559 OR
 FG1938'HOME 501-329-2383.
 FG1938'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 64, 65B AND
 FG1938'STATE HIGHWAY 60 IN CONWAY.  GO SOUTHERLY ON U.S.HIGHWAY 65B FOR 0.83
 FG1938'KM (0.52 MI) TO A PAVED STREET ON THE LEFT.  TURN LEFT AND GO EAST ON
 FG1938'SIXTH STREET FOR 0.55 KM (0.34 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 FG1938'RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD, PASSING AIRPORT
 FG1938'OFFICE ON THE LEFT AND ACROSS AN APRON FOR 0.12 KM (0.07 MI) TO A
 FG1938'TAXIWAY ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON A TAXIWAY FOR
 FG1938'0.16 KM (0.10 MI) TO RUNWAY 7-25.  TURN LEFT AND GO NORTHEAST ON
 FG1938'RUNWAY 7-25 FOR 0.41 KM (0.25 MI) TO RUNWAY 18-36 AND THE STATION ON
 FG1938'THE RIGHT.
 FG1938'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FG1938'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, SET 33.2 M
 FG1938'(108.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF RUNWAY 7-25, AND 23.2
 FG1938'M (76.1 FT) WEST OF THE CENTERLINE OF RUNWAY 18-36, 8.4 M (27.6 FT)
 FG1938'SOUTH OF THE SOUTH CORNER OF THE WEST HEADWALL OF A CULVERT, 4.4 M
 FG1938'(14.4 FT) EAST OF A CARSONITE WITNESS POST.
 FG1938'LOCKED GATE AT NIGHT.
 FG1938'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0507 ***********************************************************************
 EJ0507  DESIGNATION -  CAPE
 EJ0507  PID         -  EJ0507
 EJ0507  STATE/COUNTY-  AR/JEFFERSON
 EJ0507  USGS QUAD   -  REDFIELD (1984)
 EJ0507
 EJ0507                         *CURRENT SURVEY CONTROL
 EJ0507  ___________________________________________________________________
 EJ0507* NAD 83(1986)-  34 25 13.     (N)    092 10 42.     (W)     SCALED    
 EJ0507* NAVD 88     -       104.356  (meters)     342.37   (feet)  ADJUSTED  
 EJ0507  ___________________________________________________________________
 EJ0507  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0507  DYNAMIC HT  -         104.257 (meters)     342.05  (feet)  COMP
 EJ0507  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 EJ0507
 EJ0507  VERT ORDER  -  FIRST     CLASS II
 EJ0507
 EJ0507.The horizontal coordinates were scaled from a topographic map and have
 EJ0507.an estimated accuracy of +/- 6 seconds.
 EJ0507
 EJ0507.The orthometric height was determined by differential leveling
 EJ0507.and adjusted by the National Geodetic Survey in June 1991..
 EJ0507
 EJ0507.The geoid height was determined by GEOID03.
 EJ0507
 EJ0507.The dynamic height is computed by dividing the NAVD 88
 EJ0507.geopotential number by the normal gravity value computed on the
 EJ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0507.degrees latitude (g = 980.6199 gals.).
 EJ0507
 EJ0507.The modeled gravity was interpolated from observed gravity values.
 EJ0507
 EJ0507;                    North         East    Units  Estimated Accuracy
 EJ0507;SPC AR S     -   594,510.      383,610.      MT  (+/- 180 meters Scaled)
 EJ0507
 EJ0507                          SUPERSEDED SURVEY CONTROL
 EJ0507
 EJ0507  NGVD 29 (??/??/92)  104.419  (m)          342.58   (f) ADJ UNCH    1 2
 EJ0507
 EJ0507.Superseded values are not recommended for survey control.
 EJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0507.See file dsdata.txt to determine how the superseded data were derived.
 EJ0507
 EJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU755090(NAD 83)
 EJ0507_MARKER: DD = SURVEY DISK
 EJ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0507_STAMPING: CAPE
 EJ0507_MARK LOGO: ARGS  
 EJ0507_PROJECTION: PROJECTING 8 CENTIMETERS
 EJ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0507+STABILITY: SURFACE MOTION
 EJ0507
 EJ0507  HISTORY     - Date     Condition        Report By
 EJ0507  HISTORY     - UNK      MONUMENTED       ARGS
 EJ0507  HISTORY     - 1970     GOOD             NGS
 EJ0507  HISTORY     - 1984     GOOD             NGS
 EJ0507  HISTORY     - 1988     GOOD             USPSQD
 EJ0507  HISTORY     - 1989     GOOD             USPSQD
 EJ0507  HISTORY     - 1990     GOOD             USPSQD
 EJ0507
 EJ0507                          STATION DESCRIPTION
 EJ0507
 EJ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EJ0507'1.8 MI S FROM REDFIELD.
 EJ0507'THIS MARK RECOVERED IN GOOD CONDITION, HOWEVER, THE DATE 1934 AS SHOWN
 EJ0507'IN THE ORIGINAL DESCRIPTION IS NOT STAMPED ON THE DISK.  IT IS 1.8
 EJ0507'MILES SOUTHEAST AND SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0507'CROSSING OF AN OILED ROAD JUST NORTHEAST OF THE OLD RAILROAD STATION
 EJ0507'SITE IN REDFIELD, ABOUT 300 FEET SOUTH-SOUTHEAST OF A NARROW
 EJ0507'PEDESTRIAN GATE IN THE RIGHT-OF-WAY FENCE AT THE EAST END OF A LANE
 EJ0507'LEADING FROM U.S. HIGHWAY 62 TO THE RAILROAD RIGHT-OF-WAY FENCE, 79
 EJ0507'FEET NORTH-NORTHWEST OF A GUYED TELEPHONE POLE, 71 FEET SOUTHEAST OF A
 EJ0507'GUYED TELEPHONE POLE, 46.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 EJ0507'RAILROAD TRACK, 0.7 OF A FOOT NORTHEAST OF A METAL WITNESS POST AND
 EJ0507'SIGN, AND DIRECTLY UNDER THE RIGHT-OF-WAY FENCE.  A STANDARD STATE
 EJ0507'SURVEY DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE POST THAT
 EJ0507'PROJECTS 2 INCHES AND THE DISK IS STAMPED CAPE.
 EJ0507
 EJ0507                          STATION RECOVERY (1984)
 EJ0507
 EJ0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0507'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 EJ0507'(0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET FROM THE POST OFFICE IN
 EJ0507'REDFIELD, THENCE 0.2 KM (0.15 MI) SOUTHWEST ALONG SHERIDIAN ROAD,
 EJ0507'THENCE 2.7 KM (1.7 MI) SOUTH ALONG STATE HIGHWAY 365 AT A GRAVEL
 EJ0507'DRIVEWAY LEADING EAST TO AN ABANDONED TRAILER PARK, 64.00 METERS
 EJ0507'(210.0 FT) EAST OF THE CENTER LINE OF THE HIGHWAY, 33.52 METERS
 EJ0507'(110.0 FT) NORTH-NORTHEAST OF A METAL COVERED SEPTIC TANK PROJECTION
 EJ0507'0.3 METER (1.0 FT), 24.07 METERS (79.0 FT) NORTH OF A TELEPHONE POLE,
 EJ0507'AND 14.02 METERS (46.0 FT) WEST OF THE WEST RAIL.
 EJ0507'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 EJ0507'THE MARK IS ABOVE LEVEL WITH TRACKS.
 EJ0507
 EJ0507                          STATION RECOVERY (1988)
 EJ0507
 EJ0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0507'RECOVERED IN GOOD CONDITION.
 EJ0507
 EJ0507                          STATION RECOVERY (1989)
 EJ0507
 EJ0507'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0507'RECOVERED IN GOOD CONDITION.
 EJ0507
 EJ0507                          STATION RECOVERY (1990)
 EJ0507
 EJ0507'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0157 ***********************************************************************
 EJ0157  DESIGNATION -  CAR
 EJ0157  PID         -  EJ0157
 EJ0157  STATE/COUNTY-  AR/SALINE
 EJ0157  USGS QUAD   -  BRYANT (1987)
 EJ0157
 EJ0157                         *CURRENT SURVEY CONTROL
 EJ0157  ___________________________________________________________________
 EJ0157* NAD 83(1986)-  34 35 40.     (N)    092 29 21.     (W)     SCALED    
 EJ0157* NAVD 88     -       119.918  (meters)     393.43   (feet)  ADJUSTED  
 EJ0157  ___________________________________________________________________
 EJ0157  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EJ0157  DYNAMIC HT  -         119.805 (meters)     393.06  (feet)  COMP
 EJ0157  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 EJ0157
 EJ0157  VERT ORDER  -  FIRST     CLASS II
 EJ0157
 EJ0157.The horizontal coordinates were scaled from a topographic map and have
 EJ0157.an estimated accuracy of +/- 6 seconds.
 EJ0157
 EJ0157.The orthometric height was determined by differential leveling
 EJ0157.and adjusted by the National Geodetic Survey in June 1991..
 EJ0157
 EJ0157.The geoid height was determined by GEOID03.
 EJ0157
 EJ0157.The dynamic height is computed by dividing the NAVD 88
 EJ0157.geopotential number by the normal gravity value computed on the
 EJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0157.degrees latitude (g = 980.6199 gals.).
 EJ0157
 EJ0157.The modeled gravity was interpolated from observed gravity values.
 EJ0157
 EJ0157;                    North         East    Units  Estimated Accuracy
 EJ0157;SPC AR S     -   613,930.      355,130.      MT  (+/- 180 meters Scaled)
 EJ0157
 EJ0157                          SUPERSEDED SURVEY CONTROL
 EJ0157
 EJ0157  NGVD 29 (??/??/92)  119.950  (m)          393.54   (f) ADJ UNCH    1 2
 EJ0157
 EJ0157.Superseded values are not recommended for survey control.
 EJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0157.See file dsdata.txt to determine how the superseded data were derived.
 EJ0157
 EJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU468281(NAD 83)
 EJ0157_MARKER: DB = BENCH MARK DISK
 EJ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0157_STAMPING: CAR 1934
 EJ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0157+STABILITY: SURFACE MOTION
 EJ0157
 EJ0157  HISTORY     - Date     Condition        Report By
 EJ0157  HISTORY     - 1934     MONUMENTED       CGS
 EJ0157  HISTORY     - 1935     GOOD             NGS
 EJ0157  HISTORY     - 1941     GOOD             ARHD
 EJ0157  HISTORY     - 19841204 MARK NOT FOUND   USPSQD
 EJ0157
 EJ0157                          STATION DESCRIPTION
 EJ0157
 EJ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0157'IN BRYANT.
 EJ0157'IN THE TOWN OF, AT INTERSECTION OF GRAVEL ROAD WITH M.P.R.R. TRACK.
 EJ0157'ABOUT 1450 FEET EAST OF MISSOURI PACIFIC R.R. STATION.  ABOUT 500 FEET
 EJ0157'EAST OF M.P. 362-20.  52 FEET EAST OF CENTERLINE OF GRAVEL ROAD
 EJ0157'CROSSING.  21.7 FEET SOUTH OF CENTERLINE OF SOUTH TRACK OF MISSOURI
 EJ0157'PACIFIC R.R.  18.5 FEET EAST OF TELEPHONE POLE.  TABLET SET IN A
 EJ0157'PRECAST CONCRETE POST SET AT WEST END OF RAILROAD CURVE.  NOTE-- 52 FT
 EJ0157'E OF CENTERLINE OF RD SHOULD BE 52 FT E OF CENTER OF CONCRETE
 EJ0157'OVERPASS.
 EJ0157
 EJ0157                          STATION RECOVERY (1941)
 EJ0157
 EJ0157'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1941
 EJ0157'RECOVERED IN GOOD CONDITION.
 EJ0157
 EJ0157                          STATION RECOVERY (1984)
 EJ0157
 EJ0157'RECOVERY NOTE BY US POWER SQUADRON 1984 (DNB)
 EJ0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0098 ***********************************************************************
 DL0098  DESIGNATION -  CAREYVILLE BOLT
 DL0098  PID         -  DL0098
 DL0098  STATE/COUNTY-  AR/UNION
 DL0098  USGS QUAD   -  MORO BAY (1981)
 DL0098
 DL0098                         *CURRENT SURVEY CONTROL
 DL0098  ___________________________________________________________________
 DL0098* NAD 83(1986)-  33 15 48.     (N)    092 18 32.     (W)     SCALED    
 DL0098* NAVD 88     -        25.116  (meters)      82.40   (feet)  ADJUSTED  
 DL0098  ___________________________________________________________________
 DL0098  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0098  DYNAMIC HT  -          25.089 (meters)      82.31  (feet)  COMP
 DL0098  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 DL0098
 DL0098  VERT ORDER  -  SECOND    CLASS 0
 DL0098
 DL0098.The horizontal coordinates were scaled from a topographic map and have
 DL0098.an estimated accuracy of +/- 6 seconds.
 DL0098
 DL0098.The orthometric height was determined by differential leveling
 DL0098.and adjusted by the National Geodetic Survey in June 1991..
 DL0098
 DL0098.The geoid height was determined by GEOID03.
 DL0098
 DL0098.The dynamic height is computed by dividing the NAVD 88
 DL0098.geopotential number by the normal gravity value computed on the
 DL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0098.degrees latitude (g = 980.6199 gals.).
 DL0098
 DL0098.The modeled gravity was interpolated from observed gravity values.
 DL0098
 DL0098;                    North         East    Units  Estimated Accuracy
 DL0098;SPC AR S     -   466,220.      371,220.      MT  (+/- 180 meters Scaled)
 DL0098
 DL0098                          SUPERSEDED SURVEY CONTROL
 DL0098
 DL0098  NGVD 29 (??/??/92)   26.158  (m)           85.82   (f) ADJ UNCH    2 0
 DL0098
 DL0098.Superseded values are not recommended for survey control.
 DL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0098.See file dsdata.txt to determine how the superseded data were derived.
 DL0098
 DL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS643806(NAD 83)
 DL0098_MARKER: B = BOLT
 DL0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0098
 DL0098  HISTORY     - Date     Condition        Report By
 DL0098  HISTORY     - UNK      MONUMENTED       USE
 DL0098  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0098
 DL0098                          STATION DESCRIPTION
 DL0098
 DL0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0098'10.75 MI SE FROM WILMINGTON.
 DL0098'10-3/4 MILES DOWNSTREAM ALONG THE BANK OF OUACHITA RIVER FROM
 DL0098'WILMINGTON, UNION COUNTY, AT THE OLD CAREYVILLE LANDING, ABOUT 500
 DL0098'FEET SOUTH OF THE RIVER, ABOUT 520 FEET WEST OF THE ROAD LEADING TO
 DL0098'THE LANDING, ABOUT 425 FEET SOUTHWEST OF A TENANT HOUSE, ABOUT 130
 DL0098'FEET SOUTH OF A PEACH TREE IN A CLEARED FIELD, AND ON THE SOUTH SIDE
 DL0098'OF THE FIELD.  THE TOP OF A ROUND-HEADED COPPER BOLT SURROUNDED BY THE
 DL0098'LETTERS USBM AND SET IN A LIMESTONE BLOCK ABOUT 4 FEET UNDER GROUND.
 DL0098'ACCESS TO THE MARK IS HAD THROUGH AN IRON PIPE, ON THE TOP OF WHICH IS
 DL0098'BOLTED AN IRON CAP BEARING A SMALL BOSS AND THE LETTERS USEBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2166 ***********************************************************************
 EH2166  DESIGNATION -  CARLISLE
 EH2166  PID         -  EH2166
 EH2166  STATE/COUNTY-  AR/LONOKE
 EH2166  USGS QUAD   -  CARLISLE (1994)
 EH2166
 EH2166                         *CURRENT SURVEY CONTROL
 EH2166  ___________________________________________________________________
 EH2166* NAD 83(1997)-  34 46 56.42684(N)    091 43 59.65355(W)     ADJUSTED  
 EH2166* NAVD 88     -        71.578  (meters)     234.84   (feet)  ADJUSTED  
 EH2166  ___________________________________________________________________
 EH2166  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 EH2166  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2166  DYNAMIC HT  -          71.511 (meters)     234.62  (feet)  COMP
 EH2166  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 EH2166
 EH2166  HORZ ORDER  -  FIRST
 EH2166  VERT ORDER  -  FIRST     CLASS II
 EH2166
 EH2166.The horizontal coordinates were established by classical geodetic methods
 EH2166.and adjusted by the National Geodetic Survey in September 1999..
 EH2166
 EH2166.The orthometric height was determined by differential leveling
 EH2166.and adjusted by the National Geodetic Survey in June 1991..
 EH2166
 EH2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2166
 EH2166.The geoid height was determined by GEOID03.
 EH2166
 EH2166.The dynamic height is computed by dividing the NAVD 88
 EH2166.geopotential number by the normal gravity value computed on the
 EH2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2166.degrees latitude (g = 980.6199 gals.).
 EH2166
 EH2166.The modeled gravity was interpolated from observed gravity values.
 EH2166
 EH2166;                    North         East     Units Scale Factor Converg.
 EH2166;SPC AR S     -   634,694.534   424,416.665   MT  1.00000353   +0 08 57.5
 EH2166;SPC AR S     - 2,082,326.98  1,392,440.34   sFT  1.00000353   +0 08 57.5
 EH2166;UTM  15      - 3,849,636.896   615,902.795   MT  0.99976557   +0 43 21.8
 EH2166
 EH2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2166!SPC AR S     -   0.99999297  x   1.00000353  =   0.99999650
 EH2166!UTM  15      -   0.99999297  x   0.99976557  =   0.99975854
 EH2166
 EH2166|---------------------------------------------------------------------|
 EH2166| PID    Reference Object                     Distance      Geod. Az  |
 EH2166|                                                           dddmmss.s |
 EH2166| EH2167 CARLISLE RM                           9.940 METERS 20016     |
 EH2166| EH2141 MCCREANOR RESET                     APPROX. 6.3 KM 2705504.5 |
 EH2166|---------------------------------------------------------------------|
 EH2166
 EH2166                          SUPERSEDED SURVEY CONTROL
 EH2166
 EH2166  NAD 83(1986)-  34 46 56.43035(N)    091 43 59.64767(W) AD(       ) 1
 EH2166  NAD 27      -  34 46 56.10102(N)    091 43 59.16449(W) AD(       ) 1
 EH2166  NGVD 29 (??/??/??)   71.589  (m)          234.87   (f) ADJUSTED    1 2
 EH2166
 EH2166.Superseded values are not recommended for survey control.
 EH2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2166.See file dsdata.txt to determine how the superseded data were derived.
 EH2166
 EH2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1590349637(NAD 83)
 EH2166_MARKER: DS = TRIANGULATION STATION DISK
 EH2166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2166_SP_SET: CONCRETE MONUMENT
 EH2166_STAMPING: CARLISLE 1916 BM 920
 EH2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2166
 EH2166  HISTORY     - Date     Condition        Report By
 EH2166  HISTORY     - 1920     MONUMENTED       CGS
 EH2166  HISTORY     - 1934     GOOD             CGS
 EH2166  HISTORY     - 1935     GOOD             ARGS
 EH2166  HISTORY     - 1935     GOOD             CGS
 EH2166  HISTORY     - 1938     GOOD             CGS
 EH2166  HISTORY     - 1940     GOOD             CGS
 EH2166  HISTORY     - 1954     GOOD             CGS
 EH2166  HISTORY     - 1956     GOOD             CGS
 EH2166  HISTORY     - 1970     GOOD             NGS
 EH2166  HISTORY     - 1970     GOOD             NGS
 EH2166  HISTORY     - 20030609 MARK NOT FOUND   USACE
 EH2166
 EH2166                          STATION DESCRIPTION
 EH2166
 EH2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 EH2166'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH2166'RAILWAY, AT FIRST PUBLIC ROAD CROSSING ABOUT 0.75 MILE E OF
 EH2166'CARLISL RAILWAY STATION, 4.55 METERS (14.9 FEET) S OF S RAIL
 EH2166'OF MAIN TRACK, AND 11.00 METERS (36.1 FEET) E OF E FENCE
 EH2166'LINE OF PUBLIC ROAD.  TO REACH FROM CARLISLE, GO E ON U.S.
 EH2166'ROUTE 70 ABOUT 3/4 MILE TO PETERSONS WAREHOUSE AND STATION
 EH2166'N OF WAREHOUSE.
 EH2166'
 EH2166'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 EH2166'SET IN CONCRETE, STAMPED CARLISLE.
 EH2166'
 EH2166'A STANDARD REFERENCE DISK SET IN CONCRETE, MARKED
 EH2166'B.M., IS 0.5 METER (1.6 FEET) N OF S RIGHT-OF-WAY FENCE, 9.13
 EH2166'METERS (30.0 FEET) E OF E FENCE OF PUBLIC ROAD, AND 9.860
 EH2166'METERS (32.35 FEET) FROM STATION, S 20 DEG 04 MIN W.
 EH2166'
 EH2166'STATION MARK IS STAMPED WITH DATES 1916-1920.  ELEVATION
 EH2166'OF STATION IS 71.631 METERS (235.009 FEET), OF REFERENCE MARK,
 EH2166'71.310 METERS (233.956 FEET).
 EH2166
 EH2166                          STATION RECOVERY (1934)
 EH2166
 EH2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EH2166'REFERENCE MARK WAS NOT RECOVERED, AND IN 1933 IT WAS REPORTED
 EH2166'THAT IT HAD BEEN DESTROYED BY CONSTRUCTION OF WAREHOUSE AND
 EH2166'LOADING TRACK ALONG S SIDE OF MAIN-LINE TRACK.  IN 1934 THE
 EH2166'STATION MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION,
 EH2166'BUT THE BANK IS GRADUALLY LEAVING IT EXPOSED, WHICH WILL
 EH2166'PROBABLY RENDER IT USELESS UNLESS DIRT IS FILLED IN AROUND
 EH2166'THE N SIDE.  IT IS 4.54 METERS (14.9 FEET) S OF THE S RAIL
 EH2166'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 1.95 METERS
 EH2166'(6.4 FEET) N OF THE FENCE LINE, AND 29.88 METERS (98.02 FEET)
 EH2166'S OF TRIANGULATION STATION LONOKE EAST BASE,
 EH2166
 EH2166                          STATION RECOVERY (1935)
 EH2166
 EH2166'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 EH2166'STATION RECOVERED.  IT IS A CONCRETE MONUMENT 1 FOOT SQUARE,
 EH2166'FLUSH WITH GROUND, LOCATED 54.4 FEET E OF CENTER LINE OF DIRT
 EH2166'ROAD, 26.3 FEET E OF FENCE CORNER, AND 26 FEET E OF S POST
 EH2166'OF CATTLE GUARD.  DIRT HAS BEEN WASHED AWAY FROM MONUMENT,
 EH2166'EXPOSING 9 INCHES OF ONE SIDE.  CONDITION IS FAIR.
 EH2166'
 EH2166'REFERENCE MARK IS CONCRETE MONUMENT 1 FOOT SQUARE OVER-LAPPED
 EH2166'BY WOODEN TIE OF RAILROAD SIDING, LOCATED 13.1 FEET NE OF
 EH2166'NW CORNER OF PETERSONS WAREHOUSE, AND 4.0 FEET N OF LOADING
 EH2166'PLATFORM OF PETERSONS WAREHOUSE.  MONUMENT HAS CORNERS KNOCKED
 EH2166'OFF.  BRONZE PLATE STILL INTACT.
 EH2166
 EH2166                          STATION RECOVERY (1935)
 EH2166
 EH2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH2166'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  PETERSONS
 EH2166'WAREHOUSE HAS NOW BEEN TORN DOWN.  STATION IS 29.88 METERS
 EH2166'S OF STATION LONOKE EAST BASE.
 EH2166'
 EH2166'REFERENCE MARK RECOVERED IN GOOD CONDITION UNDER RAILROAD
 EH2166'RAIL AT GROUND SURFACE, IS 0.5 METER (1.6 FEET) N OF S
 EH2166'RIGHT-OF-WAY FENCE (FENCE IS TORN DOWN) 9.13 METERS (30.0 FEET)
 EH2166'E OF E FENCE OF PUBLIC ROAD AND 9.91 METERS (32.51 FEET)
 EH2166'FROM STATION, S 20 DEG 04 MIN W.
 EH2166'
 EH2166'LONOKE EAST BASE REFERENCE MARK NO.1 RECOVERED IN GOOD CONDITION.
 EH2166'IT IS W OF A N-S PUBLIC ROAD, S OF THE RAILROAD, AND 226.65
 EH2166'FEET FROM STATION, S 82 DEG 06 MIN 30 SEC W.
 EH2166'
 EH2166'LONOKE EAST BASE REFERENCE MARK NO.2 WAS RECOVERED IN GOOD
 EH2166'CONDITION.  IT IS E OF A N-S PUBLIC ROAD, N OF THE RAILROAD,
 EH2166'AND 313.29 FEET FROM THE STATION, N 03 DEG 18 MIN 30 SEC W.
 EH2166
 EH2166                          STATION RECOVERY (1938)
 EH2166
 EH2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CWC)
 EH2166'STATION RECOVERED IN FAIR CONDITION AND APPRARENTLY UNDISTURBED.
 EH2166'
 EH2166'STATION IS ABOUT 0.8 MILE E OF THE CHICAGO, ROCK ISLAND AND
 EH2166'PACIFIC RAILWAY STATION AT CARLISLE, ON THE RAILROAD RIGHT-OF-WAY,
 EH2166'AT ROAD CROSSING, 14.9 FEET S OF THE S RAIL OF THE MAIN
 EH2166'TRACK, 54 FEET E OF THE CENTER LINE OF THE ROAD, 47.0 FEET
 EH2166'NNE OF THE NW CORNER OF THE SOUTHERN RICE PRODUCTS CORPORATION.
 EH2166'(PETERSONS WAREHOUSE) 60-1/2 FEET S OF RAILROAD POLE 102 PLUS
 EH2166'01 AND 6-1/2 FEET N OF THE RIGHT-OF-WAY FENCE.
 EH2166'
 EH2166'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 EH2166'STAMPED CARLISLE 1916 1920 B.M., AND IS
 EH2166'FLUSH WITH GROUND ON S SIDE AND PROJECTS 6 INCHES ON N
 EH2166'SIDE.
 EH2166'
 EH2166'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 EH2166'AND STAMPED B.M.  THIS MARK WAS
 EH2166'RECOVERED IN FAIR CONDITION BUT IT HAS BEEN DISTURBED AND IS IN
 EH2166'A POOR LOCATION.  A TIE OF A RAILROAD SIDING IS RESTING
 EH2166'ON THE W EDGE OF THE MARK AND HAS LEANED IT TO THE W.  IT
 EH2166'IS SSW OF THE STATION, 1.6 FEET S OF THE S RAIL OF THE SIDING,
 EH2166'14.9 FEET NE OF THE NW CORNER OF THE ABOVE MENTIONED WAREHOUSE
 EH2166'AND 45 FEET E OF THE CENTER LINE OF THE ROAD.
 EH2166'
 EH2166'THERE ARE POLES ON LINE TO BOTH LONOKE EAST BASE REFERENCE
 EH2166'MARKS.
 EH2166
 EH2166                          STATION RECOVERY (1940)
 EH2166
 EH2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2166'STATION IS LOCATED ABOUT 3.0 MILES W OF THE LONOKE-PRAIRIE
 EH2166'COUNTY LINE AND ABOUT 1.0 MILE E OF CARLISLE AND ABOUT 100
 EH2166'YARDS N OF U.S.HIGHWAY 70, ON THE RIGHT-OF-WAY OF THE CHICAGO,
 EH2166'ROCK ISLAND AND PACIFIC RAILROAD.
 EH2166'
 EH2166'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 EH2166'IS STAMPED CARLISLE 1916 1920 B.M.
 EH2166'AND IS FLUSH WITH THE GROUND.  IT IS 40.3 FEET NE OF THE NW
 EH2166'CORNER OF RICE WAREHOUSE PORCH 14.8 FEET S OF THE S TRACK
 EH2166'OF RAILROAD, AND 54.0 FEET E OF THE CENTER LINE OF DIRT ROAD.
 EH2166'THE MARK IS IN GOOD CONDITION.
 EH2166'
 EH2166'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A 6-INCH
 EH2166'BY 6-INCH CONCRETE MONUMENT, STAMPED B.M. AND SET FLUSH WITH
 EH2166'THE GROUND ABOUT 1.0 FOOT LOWER THAN THE STATION.  IT IS
 EH2166'9.8 FEET NE OF THE NW CORNER OF RICE WAREHOUSE PORCH, 44.0
 EH2166'FEET E OF THE CENTER LINE OF DIRT ROAD AND 1.7 FEET S OF S RAIL
 EH2166'OF SIDING TO WAREHOUSE AND IS TOUCHING RAILROAD TIE.
 EH2166'
 EH2166'TO REACH FROM CARLISLE, GO N ON U.S. HIGHWAY 70, 1.0 MILE
 EH2166'TO DIRT ROAD RUNNING N ON THE W SIDE OF RICE WAREHOUSE, TURN
 EH2166'LEFT (N) AND GO ABOUT 100 YARDS TO STATION ON THE S SIDE OF
 EH2166'RAILROAD TRACKS.
 EH2166
 EH2166                          STATION RECOVERY (1954)
 EH2166
 EH2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH2166'0.7 MI. E ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2166'FROM THE STATION AT CARLISLE, 98 FT. SW OF THE SW CORNER OF
 EH2166'A RICE DRIER, 60 FT. E OF THE CENTERLINE OF A N-AND-S GRAVELED
 EH2166'ROAD, 40 FT. E OF THE E END OF A CONCRETE CULVERT, 15 FT.
 EH2166'S OF THE S RAIL OF THE MAIN TRACK, AND 2.2 FT. W OF A WITNESS
 EH2166'POST.  A TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 EH2166'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED
 EH2166'CARLISLE 1916 1920 BM.
 EH2166'
 EH2166'THE REFERENCE MARK IS 32.7 FT. S OF THE STATION, 44 FT.
 EH2166'E OF THE CENTERLINE OF A ROAD, 9 FT. NE OF THE NW CORNER OF
 EH2166'A CONCRETE LEG SUPPORTING A LOADING PLATFORM, AND 1.7 FT.
 EH2166'S OF THE S RAIL OF A SIDETRACK.  A REFERENCE-MARK DISK, STAMPED
 EH2166'BM AND SET IN THE TOP OF A CONCRETE POST WHICH IS 0.6 FT.
 EH2166'BELOW THE TOP OF THE RAILROAD BALLAST.  THIS MARK IS LEANING.
 EH2166
 EH2166                          STATION RECOVERY (1956)
 EH2166
 EH2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CWE)
 EH2166'STATION RECOVERED AS DESCRIBED.  NO ATTEMPT MADE TO RECOVER
 EH2166'REFERENCE MARK, AT LEAST IT IS NOT VISIBLE ON THE SURFACE.
 EH2166
 EH2166                          STATION RECOVERY (1970)
 EH2166
 EH2166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EH2166'STATION NOT OCCUPIED.
 EH2166'
 EH2166'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 EH2166'BM REFERENCE MARK FOR THIS STATION WAS RECOVERED, BUT IS LEANING
 EH2166'AND IN POOR CONDITION.  THE STATION WAS NOT OCCUPIED.
 EH2166'
 EH2166'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH2166'
 EH2166'THE STATION IS LOCATED ABOUT 0.5 OF A MILE EAST OF CARLISLE,
 EH2166'ABOUT 0.1 OF A MILE NORTH OF U. S. HIGHWAY 70, AND ALONG
 EH2166'THE SOUTH RIGHT-OF-WAY OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2166'RAILROAD.
 EH2166'
 EH2166'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70
 EH2166'AND STATE ROUTE 13 ABOUT 0.25 OF A MILE SOUTH OF THE NEW POST
 EH2166'OFFICE IN CARLISLE, GO EAST ON U. S. HIGHWAY 70 FOR 0.7 OF
 EH2166'A MILE TO A CROSSROAD.  HERE TURN LEFT AND GO NORTH ON A PAVED
 EH2166'ROAD FOR ABOUT 0.1 OF A MILE TO THE RAILROAD TRACKS AND THE MARK
 EH2166'ON THE RIGHT AS DESCRIBED.
 EH2166'
 EH2166'THE STATION IS 55 FEET EAST OF THE APPROXIMATE CENTER OF THE
 EH2166'PAVED ROAD, 47 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER
 EH2166'OF THE WINROCK FARMS SEEDHOUSE, 38.5 FEET EAST OF A RAILROAD
 EH2166'SIGNAL AT CROSSING, 24.1 FEET NORTH OF THE NORTH RAIL OF
 EH2166'A RAILROAD SIDING, 17 FEET NORTH OF THE APPROXIMATE CENTER
 EH2166'OF THE SEEDHOUSE DRIVE, 15 FEET SOUTH OF THE SOUTH RAIL OF
 EH2166'THE MAIN RAILROAD TRACK, AND 1.1 FEET EAST OF A METAL WITNESS
 EH2166'POST AND SIGN.  IT IS A STANDARD TRIANGULATION STATION DISK
 EH2166'SET IN THE TOP OF A 14-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 EH2166'AND THE DISK IS STAMPED CARLISLE 1916 BM 920.
 EH2166'
 EH2166'THE REFERENCE MARK FOR THIS STATION IS 74 FEET WEST-SOUTHWEST
 EH2166'OF THE SOUTHWEST CORNER OF A LARGE CONCRETE FOOTING OF THE
 EH2166'WEST SUPPORT FOR AN OVERHEAD CONVEYOR BETWEEN THE ELEVATOR
 EH2166'AND THE SEEDHOUSE, 45 FEET EAST OF THE APPROXIMATE CENTER OF
 EH2166'THE PAVED ROAD, 40.5 FEET SOUTHEAST OF THE RAILROAD SIGNAL
 EH2166'AT CROSSING, 14.7 FEET NORTHEAST OF THE NORTHWEST CONCRETE
 EH2166'FOOTING OF THE SEEDHOUSE, 1.5 FEET SOUTH OF THE SOUTH RAIL
 EH2166'OF THE RAILROAD SIDING, AND AT THE SOUTH END OF A RAILROAD
 EH2166'TIE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 EH2166'OF A SQUARE CONCRETE POST AND THE DISK IS STAMPED BM.
 EH2166'
 EH2166'BOTH MARKS AT THIS STATION ARE BENCH MARKS.
 EH2166'
 EH2166'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 EH2166'0.5 OF A MILE EAST OF CARLISLE.
 EH2166
 EH2166                          STATION RECOVERY (1970)
 EH2166
 EH2166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EH2166'0.5 MI E FROM CARLISLE.
 EH2166'FROM THE JUNCTION OF U. S. HIGHWAY 70 AND STATE ROUTE 13 ABOUT 0.25 OF
 EH2166'A MILE SOUTH OF THE NEW POST OFFICE IN CARLISLE, GO EAST ON U. S.
 EH2166'HIGHWAY 70 FOR 0.7 OF A MILE TO A CROSSROAD.  HERE TURN LEFT ON OILED
 EH2166'ROAD AND GO NORTH ABOUT 0.1 OF A MILE TO THE MARK ON THE RIGHT, 202.58
 EH2166'FEET SOUTH OF LONOKE E. BASE RM 3, 98.01 SOUTH OF LONOKE EAST BASE,
 EH2166'95.98 FEET WEST-SOUTHWEST OF LONOKE EAST BASE R.M. 4, 55 FEET EAST OF
 EH2166'THE APPROXIMATE CENTER OF THE PAVED ROAD, 47 FEET NORTH-NORTHEAST OF
 EH2166'THE NORTHWEST CORNER OF THE WINROCK FARMS SEEDHOUSE, 38.5 FEET EAST OF
 EH2166'A RAILROAD SIGNAL AT CROSSING, 32.61 FEET NORTH OF R.M. CARLISLE, 24.1
 EH2166'FEET NORTH OF THE NORTH RAIL OF A RAILROAD SIDING, 17 FEET NORTH OF
 EH2166'THE APPROXIMATE CENTER OF THE SEEDHOUSE DRIVE, 15 FEET SOUTH OF THE
 EH2166'SOUTH RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD MAIN LINE,
 EH2166'AND 1.1 FEET EAST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 EH2166'TRIANGULATION STATION DISK SET IN THE TOP OF A 14-INCH, SQUARE, FLUSH,
 EH2166'CONCRETE MONUMENT AND THE DISK IS STAMPED CARLISLE 1916 BM 920. NOTE--
 EH2166'NOT STAMPED CARLISLE 1916 BM 1920 AS STATED IN 1954 RECOVERY NOTE.
 EH2166
 EH2166                          STATION RECOVERY (2003)
 EH2166
 EH2166'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3078 ***********************************************************************
 EH3078  DESIGNATION -  CARLISLE ARK ST RICE MILL E TK
 EH3078  PID         -  EH3078
 EH3078  STATE/COUNTY-  AR/LONOKE
 EH3078  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH3078
 EH3078                         *CURRENT SURVEY CONTROL
 EH3078  ___________________________________________________________________
 EH3078* NAD 83(1997)-  34 47 00.11446(N)    091 45 04.43587(W)     ADJUSTED  
 EH3078* NAVD 88     -                                                        
 EH3078  ___________________________________________________________________
 EH3078  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 EH3078  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH3078
 EH3078  HORZ ORDER  -  THIRD
 EH3078
 EH3078.The horizontal coordinates were established by classical geodetic methods
 EH3078.and adjusted by the National Geodetic Survey in September 1999..
 EH3078
 EH3078
 EH3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3078
 EH3078.The geoid height was determined by GEOID03.
 EH3078
 EH3078;                    North         East     Units Scale Factor Converg.
 EH3078;SPC AR S     -   634,804.024   422,769.311   MT  1.00000377   +0 08 21.2
 EH3078;SPC AR S     - 2,082,686.20  1,387,035.65   sFT  1.00000377   +0 08 21.2
 EH3078;UTM  15      - 3,849,729.874   614,254.825   MT  0.99976089   +0 42 44.9
 EH3078
 EH3078                          SUPERSEDED SURVEY CONTROL
 EH3078
 EH3078  NAD 83(1986)-  34 47 00.11862(N)    091 45 04.43007(W) AD(       ) 4
 EH3078  NAD 27      -  34 46 59.78997(N)    091 45 03.94458(W) AD(       ) 3
 EH3078
 EH3078.Superseded values are not recommended for survey control.
 EH3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3078.See file dsdata.txt to determine how the superseded data were derived.
 EH3078
 EH3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1425549730(NAD 83)
 EH3078_MARKER: 51 = TANK
 EH3078
 EH3078  HISTORY     - Date     Condition        Report By
 EH3078  HISTORY     - 1934     FIRST OBSERVED   CGS
 EH3078  HISTORY     - 1965     GOOD             CGS
 EH3078
 EH3078                          STATION DESCRIPTION
 EH3078
 EH3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3078'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3079 ***********************************************************************
 EH3079  DESIGNATION -  CARLISLE ARK ST RICE MILL W TK
 EH3079  PID         -  EH3079
 EH3079  STATE/COUNTY-  AR/LONOKE
 EH3079  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH3079
 EH3079                         *CURRENT SURVEY CONTROL
 EH3079  ___________________________________________________________________
 EH3079* NAD 83(1997)-  34 47 00.93959(N)    091 45 04.08750(W)     ADJUSTED  
 EH3079* NAVD 88     -                                                        
 EH3079  ___________________________________________________________________
 EH3079  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 EH3079  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH3079
 EH3079  HORZ ORDER  -  THIRD
 EH3079
 EH3079.The horizontal coordinates were established by classical geodetic methods
 EH3079.and adjusted by the National Geodetic Survey in September 1999..
 EH3079
 EH3079
 EH3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3079
 EH3079.The geoid height was determined by GEOID03.
 EH3079
 EH3079;                    North         East     Units Scale Factor Converg.
 EH3079;SPC AR S     -   634,829.472   422,778.107   MT  1.00000382   +0 08 21.4
 EH3079;SPC AR S     - 2,082,769.69  1,387,064.51   sFT  1.00000382   +0 08 21.4
 EH3079;UTM  15      - 3,849,755.403   614,263.363   MT  0.99976092   +0 42 45.1
 EH3079
 EH3079                          SUPERSEDED SURVEY CONTROL
 EH3079
 EH3079  NAD 83(1986)-  34 47 00.94378(N)    091 45 04.08173(W) AD(       ) 4
 EH3079  NAD 27      -  34 47 00.61589(N)    091 45 03.59633(W) AD(       ) 3
 EH3079
 EH3079.Superseded values are not recommended for survey control.
 EH3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3079.See file dsdata.txt to determine how the superseded data were derived.
 EH3079
 EH3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1426349755(NAD 83)
 EH3079_MARKER: 51 = TANK
 EH3079
 EH3079  HISTORY     - Date     Condition        Report By
 EH3079  HISTORY     - 1934     FIRST OBSERVED   CGS
 EH3079  HISTORY     - 1965     GOOD             CGS
 EH3079
 EH3079                          STATION DESCRIPTION
 EH3079
 EH3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3079'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3054 ***********************************************************************
 EH3054  DESIGNATION -  CARLISLE MUNICIPAL TANK
 EH3054  PID         -  EH3054
 EH3054  STATE/COUNTY-  AR/LONOKE
 EH3054  USGS QUAD   -  CARLISLE (1994)
 EH3054
 EH3054                         *CURRENT SURVEY CONTROL
 EH3054  ___________________________________________________________________
 EH3054* NAD 83(1997)-  34 47 03.39555(N)    091 44 44.95634(W)     ADJUSTED  
 EH3054* NAVD 88     -                                                        
 EH3054  ___________________________________________________________________
 EH3054  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 EH3054  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH3054
 EH3054  HORZ ORDER  -  THIRD
 EH3054
 EH3054.The horizontal coordinates were established by classical geodetic methods
 EH3054.and adjusted by the National Geodetic Survey in September 1999..
 EH3054
 EH3054
 EH3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3054
 EH3054.The geoid height was determined by GEOID03.
 EH3054
 EH3054;                    North         East     Units Scale Factor Converg.
 EH3054;SPC AR S     -   634,906.349   423,264.318   MT  1.00000397   +0 08 32.1
 EH3054;SPC AR S     - 2,083,021.91  1,388,659.68   sFT  1.00000397   +0 08 32.1
 EH3054;UTM  15      - 3,849,837.122   614,748.663   MT  0.99976229   +0 42 56.1
 EH3054
 EH3054                          SUPERSEDED SURVEY CONTROL
 EH3054
 EH3054  NAD 83(1986)-  34 47 03.39964(N)    091 44 44.95027(W) AD(       ) 4
 EH3054  NAD 27      -  34 47 03.07239(N)    091 44 44.46632(W) AD(       ) 3
 EH3054
 EH3054.Superseded values are not recommended for survey control.
 EH3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3054.See file dsdata.txt to determine how the superseded data were derived.
 EH3054
 EH3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1474949837(NAD 83)
 EH3054_MARKER: 53 = ELEVATED TANK
 EH3054
 EH3054  HISTORY     - Date     Condition        Report By
 EH3054  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3054
 EH3054                          STATION DESCRIPTION
 EH3054
 EH3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3054'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  LOCATED IN
 EH3054'THE SOUTHWEST ANGLE OF THE INTERSECTION OF EAST THIRD AND
 EH3054'TATE STREETS IN CARLISLE.  IT IS A FOUR LEGGED SELF SUPPORTED
 EH3054'STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND CARLISLE
 EH3054'ON THE SOUTH SIDE.  THE OVERALL HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2167 ***********************************************************************
 EH2167  DESIGNATION -  CARLISLE RM
 EH2167  PID         -  EH2167
 EH2167  STATE/COUNTY-  AR/LONOKE
 EH2167  USGS QUAD   -  CARLISLE (1994)
 EH2167
 EH2167                         *CURRENT SURVEY CONTROL
 EH2167  ___________________________________________________________________
 EH2167* NAD 83(1986)-  34 46 55.     (N)    091 43 58.     (W)     SCALED    
 EH2167* NAVD 88     -        71.224  (meters)     233.67   (feet)  ADJUSTED  
 EH2167  ___________________________________________________________________
 EH2167  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2167  DYNAMIC HT  -          71.157 (meters)     233.45  (feet)  COMP
 EH2167  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 EH2167
 EH2167  VERT ORDER  -  FIRST     CLASS II
 EH2167
 EH2167.The horizontal coordinates were scaled from a topographic map and have
 EH2167.an estimated accuracy of +/- 6 seconds.
 EH2167
 EH2167.The orthometric height was determined by differential leveling
 EH2167.and adjusted by the National Geodetic Survey in June 1991..
 EH2167
 EH2167.The geoid height was determined by GEOID03.
 EH2167
 EH2167.The dynamic height is computed by dividing the NAVD 88
 EH2167.geopotential number by the normal gravity value computed on the
 EH2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2167.degrees latitude (g = 980.6199 gals.).
 EH2167
 EH2167.The modeled gravity was interpolated from observed gravity values.
 EH2167
 EH2167;                    North         East    Units  Estimated Accuracy
 EH2167;SPC AR S     -   634,650.      424,460.      MT  (+/- 180 meters Scaled)
 EH2167
 EH2167                          SUPERSEDED SURVEY CONTROL
 EH2167
 EH2167  NGVD 29 (??/??/??)   71.235  (m)          233.71   (f) ADJUSTED    1 2
 EH2167
 EH2167.Superseded values are not recommended for survey control.
 EH2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2167.See file dsdata.txt to determine how the superseded data were derived.
 EH2167
 EH2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU159495(NAD 83)
 EH2167_MARKER: DR = REFERENCE MARK DISK
 EH2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2167_STAMPING: BM
 EH2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2167+STABILITY: SURFACE MOTION
 EH2167
 EH2167  HISTORY     - Date     Condition        Report By
 EH2167  HISTORY     - 1916     MONUMENTED       CGS
 EH2167  HISTORY     - 1970     POOR             NGS
 EH2167
 EH2167                          STATION DESCRIPTION
 EH2167
 EH2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EH2167'0.5 MI E FROM CARLISLE.
 EH2167'THIS MARK IS AT THE CARLISLE 1916 TRAVERSE STATION SITE, 74 FEET
 EH2167'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE CONCRETE FOOTING OF
 EH2167'THE WEST SUPPORT OF AN OVERHEAD CONVEYOR BETWEEN AN ELEVATOR AND A
 EH2167'SEEDHOUSE, 45 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED ROAD,
 EH2167'40.5 FEET SOUTHEAST OF A RAILROAD SIGNAL AT CROSSING, 32.61 FEET SOUTH
 EH2167'OF CARLISLE, 14.7 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 EH2167'CONCRETE FOOTING OF THE SEEDHOUSE, 1.5 FEET SOUTH OF THE SOUTH RAIL OF
 EH2167'A RAILROAD SIDING, AND AT THE SOUTH END OF A RAILROAD TIE.  IT IS A
 EH2167'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A SQUARE, CONCRETE POST
 EH2167'ABOUT 4 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED BM. THIS MARK
 EH2167'IS LEANING BADLY AND A CHECK IN THE ELEVATION BETWEEN THIS MARK AND
 EH2167'BENCH MARK CARLISLE WOULD NOT AGREE BY - 0.009 OF A FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3112 ***********************************************************************
 EH3112  DESIGNATION -  CARLPORT
 EH3112  PID         -  EH3112
 EH3112  STATE/COUNTY-  AR/LONOKE
 EH3112  USGS QUAD   -  CARLISLE (1994)
 EH3112
 EH3112                         *CURRENT SURVEY CONTROL
 EH3112  ___________________________________________________________________
 EH3112* NAD 83(1997)-  34 48 16.75029(N)    091 42 42.92971(W)     ADJUSTED  
 EH3112* NAVD 88     -        72.8    (meters)     239.     (feet)  VERTCON   
 EH3112  ___________________________________________________________________
 EH3112  X           -    -156,626.810 (meters)                     COMP
 EH3112  Y           -  -5,240,524.526 (meters)                     COMP
 EH3112  Z           -   3,620,119.677 (meters)                     COMP
 EH3112  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 EH3112  ELLIP HEIGHT-          45.97  (meters)          (09/24/01) GPS OBS
 EH3112  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH3112
 EH3112  HORZ ORDER  -  FIRST
 EH3112  ELLP ORDER  -  FOURTH    CLASS II
 EH3112
 EH3112.This mark is at Carlisle Airport (4M3)
 EH3112
 EH3112.The horizontal coordinates were established by GPS observations
 EH3112.and adjusted by the National Geodetic Survey in September 1999..
 EH3112
 EH3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3112
 EH3112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3112
 EH3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3112
 EH3112.The ellipsoidal height was determined by GPS observations
 EH3112.and is referenced to NAD 83.
 EH3112
 EH3112.The geoid height was determined by GEOID03.
 EH3112
 EH3112;                    North         East     Units Scale Factor Converg.
 EH3112;SPC AR S     -   637,175.055   426,360.387   MT  1.00000869   +0 09 40.4
 EH3112;SPC AR S     - 2,090,465.16  1,398,817.37   sFT  1.00000869   +0 09 40.4
 EH3112;UTM  15      - 3,852,136.162   617,821.125   MT  0.99977109   +0 44 07.1
 EH3112
 EH3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3112!SPC AR S     -   0.99999278  x   1.00000869  =   1.00000147
 EH3112!UTM  15      -   0.99999278  x   0.99977109  =   0.99976388
 EH3112
 EH3112:                Primary Azimuth Mark                     Grid Az
 EH3112:SPC AR S     -  CARLPORT AZ MK                           271 01 31.9
 EH3112:UTM  15      -  CARLPORT AZ MK                           270 27 05.2
 EH3112
 EH3112|---------------------------------------------------------------------|
 EH3112| PID    Reference Object                     Distance      Geod. Az  |
 EH3112|                                                           dddmmss.s |
 EH3112| EH3113 CARLPORT AZ MK                      APPROX. 0.9 KM 2711112.3 |
 EH3112|---------------------------------------------------------------------|
 EH3112
 EH3112                          SUPERSEDED SURVEY CONTROL
 EH3112
 EH3112  ELLIP H (09/14/99)   45.97   (m)                       GP(       ) 4 1
 EH3112  NAD 83(1986)-  34 48 16.75917(N)    091 42 42.92440(W) AD(       ) 1
 EH3112  NGVD 29 (11/13/90)   72.8    (m)          239.     (f) GPS OBS        
 EH3112
 EH3112.Superseded values are not recommended for survey control.
 EH3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3112.See file dsdata.txt to determine how the superseded data were derived.
 EH3112
 EH3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1782152136(NAD 83)
 EH3112_MARKER: I = METAL ROD
 EH3112_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3112_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3112_STAMPING: CARLPORT 1989
 EH3112_MARK LOGO: NGS   
 EH3112_PROJECTION: FLUSH
 EH3112_MAGNETIC: I = MARKER IS A STEEL ROD
 EH3112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3112+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EH3112_ROD/PIPE-DEPTH: 15.7 meters
 EH3112_SLEEVE-DEPTH  : .93 meters
 EH3112
 EH3112  HISTORY     - Date     Condition        Report By
 EH3112  HISTORY     - 1990     MONUMENTED       NGS
 EH3112  HISTORY     - 19980801 GOOD             NRCS
 EH3112
 EH3112                          STATION DESCRIPTION
 EH3112
 EH3112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EH3112'STATION IS LOCATED ABOUT 18.0 KM (11.2 MI) EAST-NORTHEAST OF LONOKE,
 EH3112'12.4 KM (7.7 MI) NORTHEAST OF HAZEN, AND 4.8 KM (3.0 MI) NORTHEAST OF
 EH3112'CARLISLE.  AT THE CARLISLE MUNICIPAL AIRPORT. OWNERSHIP--CITY OF
 EH3112'CARLISLE AR 72024.  AIRPORT MANAGER IS TED COOK, BOX 840, CARLISLE,
 EH3112'AR 72024.  PHONE IS 501-552-3254 OR HOME 501-552-3347.
 EH3112'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 70 AND STATE HIGHWAY 13 IN
 EH3112'THE CENTER OF CARLISLE, GO EAST ON ON U.S.HIGHWAY 70 FOR 1.28 KM
 EH3112'(0.80 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH ON PAUSCHERT ROAD
 EH3112'FOR 2.577 KM (1.601 MI) TO A CROSSROAD, JUST AFTER PASSING OVER
 EH3112'INTERSTATE 40.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 1.78 KM
 EH3112'(1.11 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 EH3112'AIRPORT ENTRANCE ROAD FOR 0.07 KM (0.04 MI) TO A GATE. PASS THROUGH
 EH3112'THE GATE AND CONTINUE NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.12 KM
 EH3112'(0.07 MI) TO A TAXIWAY.  TURN RIGHT AND GO EAST ON THE TAXIWAY FOR
 EH3112'0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 EH3112'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EH3112'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, SET 56.5 M
 EH3112'(185.4 FT)  EAST OF THE CENTER OF A TAXIWAY, AND 24.0 M (78.7 FT)
 EH3112'NORTH OF THE CENTER OF A TAXIWAY.
 EH3112'DESCRIBED BY R.D.BALL. CAN ALSO REACH FROM THE JUNCTION OF U.S.HIGHWAY
 EH3112'70 EAST AND STATE ROUTE 13 NORTH, LOCATED AT THE SOUTH SIDE OF
 EH3112'CARLISLE, GO EAST ALONG U.S.HIGHWAY 70 FOR 0.75 MI (1.21 KM) TO AN
 EH3112'ASPHALT ROAD ON THE LEFT, LOCATED BETWEEN BRANDT MACHINE WORKS
 EH3112'BUILDING AND THE WEST END OF GRAIN ELEVATORS.
 EH3112
 EH3112                          STATION RECOVERY (1998)
 EH3112
 EH3112'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3112'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3113 ***********************************************************************
 EH3113  DESIGNATION -  CARLPORT AZ MK
 EH3113  PID         -  EH3113
 EH3113  STATE/COUNTY-  AR/LONOKE
 EH3113  USGS QUAD   -  CARLISLE (1994)
 EH3113
 EH3113                         *CURRENT SURVEY CONTROL
 EH3113  ___________________________________________________________________
 EH3113* NAD 83(1997)-  34 48 17.36911(N)    091 43 19.23400(W)     ADJUSTED  
 EH3113* NAVD 88     -        72.4    (meters)     238.     (feet)  VERTCON   
 EH3113  ___________________________________________________________________
 EH3113  X           -    -157,548.847 (meters)                     COMP
 EH3113  Y           -  -5,240,485.710 (meters)                     COMP
 EH3113  Z           -   3,620,135.136 (meters)                     COMP
 EH3113  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 EH3113  ELLIP HEIGHT-          45.62  (meters)          (09/24/01) GPS OBS
 EH3113  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH3113
 EH3113  HORZ ORDER  -  FIRST
 EH3113  ELLP ORDER  -  FOURTH    CLASS II
 EH3113
 EH3113.This mark is at Carlisle Airport (4M3)
 EH3113
 EH3113.The horizontal coordinates were established by GPS observations
 EH3113.and adjusted by the National Geodetic Survey in September 1999..
 EH3113
 EH3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3113
 EH3113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3113
 EH3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3113
 EH3113.The ellipsoidal height was determined by GPS observations
 EH3113.and is referenced to NAD 83.
 EH3113
 EH3113.The geoid height was determined by GEOID03.
 EH3113
 EH3113;                    North         East     Units Scale Factor Converg.
 EH3113;SPC AR S     -   637,191.573   425,437.550   MT  1.00000873   +0 09 20.1
 EH3113;SPC AR S     - 2,090,519.35  1,395,789.70   sFT  1.00000873   +0 09 20.1
 EH3113;UTM  15      - 3,852,143.432   616,898.390   MT  0.99976842   +0 43 46.3
 EH3113
 EH3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3113!SPC AR S     -   0.99999284  x   1.00000873  =   1.00000157
 EH3113!UTM  15      -   0.99999284  x   0.99976842  =   0.99976126
 EH3113
 EH3113:                Primary Azimuth Mark                     Grid Az
 EH3113:SPC AR S     -  CARLPORT                                 091 01 31.4
 EH3113:UTM  15      -  CARLPORT                                 090 27 05.2
 EH3113
 EH3113|---------------------------------------------------------------------|
 EH3113| PID    Reference Object                     Distance      Geod. Az  |
 EH3113|                                                           dddmmss.s |
 EH3113| EH3112 CARLPORT                            APPROX. 0.9 KM 0911051.5 |
 EH3113|---------------------------------------------------------------------|
 EH3113
 EH3113                          SUPERSEDED SURVEY CONTROL
 EH3113
 EH3113  ELLIP H (09/14/99)   45.62   (m)                       GP(       ) 4 1
 EH3113  NAD 83(1986)-  34 48 17.37813(N)    091 43 19.22829(W) AD(       ) 1
 EH3113  NGVD 29 (11/13/90)   72.4    (m)          238.     (f) GPS OBS        
 EH3113
 EH3113.Superseded values are not recommended for survey control.
 EH3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3113.See file dsdata.txt to determine how the superseded data were derived.
 EH3113
 EH3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1689852143(NAD 83)
 EH3113_MARKER: I = METAL ROD
 EH3113_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3113_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3113_STAMPING: CARLPORT AZ MK 1990
 EH3113_MARK LOGO: NGS   
 EH3113_PROJECTION: FLUSH
 EH3113_MAGNETIC: I = MARKER IS A STEEL ROD
 EH3113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH3113+STABILITY: POSITION/ELEVATION WELL
 EH3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3113+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EH3113_ROD/PIPE-DEPTH: 20.6 meters
 EH3113_SLEEVE-DEPTH  : .93 meters
 EH3113
 EH3113  HISTORY     - Date     Condition        Report By
 EH3113  HISTORY     - 1990     MONUMENTED       NGS
 EH3113
 EH3113                          STATION DESCRIPTION
 EH3113
 EH3113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EH3113'STATION IS LOCATED ABOUT 18.0 KM (11.2 MI) EAST-NORTHEAST OF LONOKE,
 EH3113'12.4 KM (7.7 MI) NORTHEAST OF HAZEN, AND 4.8 KM (3.0 MI) NORTHEAST OF
 EH3113'CARLISLE.  AT THE CARLISLE MUNICIPAL AIRPORT. OWNERSHIP--CITY OF
 EH3113'CARLISLE AR 72024.  AIRPORT MANAGER IS TED COOK, BOX 840, CARLISLE,
 EH3113'AR 72024.  PHONE IS 501-552-3254 OR HOME 501-552-3347.
 EH3113'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 70 AND STATE HIGHWAY 13 IN
 EH3113'THE CENTER OF CARLISLE.  GO EAST ON U.S.HIGHWAY 70 FOR 1.24 KM
 EH3113'(0.77 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH ON PAUSCHERT ROAD
 EH3113'FOR 1.6 KM (1.0 MI) TO A CROSSROAD.  JUST AFTER PASSING OVER
 EH3113'INTERSTATE 40. TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 1.78 KM
 EH3113'(1.11 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 EH3113'AIRPORT ENTRANCE ROAD FOR 0.07 KM (0.04 MI) TO A GATE.  PASS THROUGH
 EH3113'THE GATE AND CONTINUE NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.12 KM
 EH3113'(0.07 MI)  TO A TAXIWAY.  TURN LEFT AND GO WEST ON THE TAXIWAY FOR
 EH3113'0.75 KM (0.47 MI) TO THE STATION ON THE RIGHT.
 EH3113'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EH3113'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, 57.3 M
 EH3113'(188.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A METAL CULVERT LEADING
 EH3113'UNDER A CONNECTOR TAXIWAY, 39.9 M (130.9 FT) EAST OF THE CENTER OF A
 EH3113'TAXIWAY, AND 28.8 M (94.5 FT) NORTH OF THE CENTER OF A TAXIWAY.
 EH3113'DESCRIBED BY R.D.BALL. CAN ALSO REACH FROM THE JUNCTION OF U.S.HIGHWAY
 EH3113'70 AND STATE ROUTE 13 NORTH, LOCATED AT THE SOUTH SIDE OF CARLISLE,
 EH3113'GO EAST ALONG U.S.HIGHWAY 70 FOR 1.24 KM (0.77 MI) TO A ASPHALT ROAD
 EH3113'ON THE LEFT, LOCATED BETWEEN BRANT MACHINE WORKS BUILDING AND THE
 EH3113'WEST END OF GRAIN ELEVATORS, THEN GO NORTH ALONG THE ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1954 ***********************************************************************
 EJ1954  DESIGNATION -  CARPENTER DAM ARK P AND L TANK
 EJ1954  PID         -  EJ1954
 EJ1954  STATE/COUNTY-  AR/GARLAND
 EJ1954  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1954
 EJ1954                         *CURRENT SURVEY CONTROL
 EJ1954  ___________________________________________________________________
 EJ1954* NAD 83(1997)-  34 26 47.13659(N)    093 01 47.28991(W)     ADJUSTED  
 EJ1954* NAVD 88     -                                                        
 EJ1954  ___________________________________________________________________
 EJ1954  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 EJ1954  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EJ1954
 EJ1954  HORZ ORDER  -  THIRD
 EJ1954
 EJ1954.The horizontal coordinates were established by classical geodetic methods
 EJ1954.and adjusted by the National Geodetic Survey in September 1999..
 EJ1954
 EJ1954
 EJ1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1954
 EJ1954.The geoid height was determined by GEOID03.
 EJ1954
 EJ1954;                    North         East     Units Scale Factor Converg.
 EJ1954;SPC AR S     -   597,875.655   305,369.347   MT  0.99994425   -0 34 34.9
 EJ1954;SPC AR S     - 1,961,530.38  1,001,865.93   sFT  0.99994425   -0 34 34.9
 EJ1954;UTM  15      - 3,811,657.105   497,262.262   MT  0.99960009   -0 01 00.7
 EJ1954
 EJ1954                          SUPERSEDED SURVEY CONTROL
 EJ1954
 EJ1954  NAD 83(1986)-  34 26 47.14746(N)    093 01 47.28207(W) AD(       ) 4
 EJ1954  NAD 27      -  34 26 46.83000(N)    093 01 46.65000(W) AD(       ) 3
 EJ1954
 EJ1954.Superseded values are not recommended for survey control.
 EJ1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1954.See file dsdata.txt to determine how the superseded data were derived.
 EJ1954
 EJ1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9726211657(NAD 83)
 EJ1954_MARKER: 51 = TANK
 EJ1954
 EJ1954  HISTORY     - Date     Condition        Report By
 EJ1954  HISTORY     - 1941     FIRST OBSERVED   CGS
 EJ1954
 EJ1954                          STATION DESCRIPTION
 EJ1954
 EJ1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1954'STATION IS ABOUT 8 MILES SSE OF HOT SPRINGS AND 1000 FEET
 EJ1954'NW OF THE N END OF CARPENTER DAM ON THE OUACHITA RIVER.
 EJ1954'
 EJ1954'THE TANK AND FOUR LEG TRUSSWORK SUPPORTING TOWER ARE OF ALL
 EJ1954'STEEL CONSTRUCTION, PAINTED SILVER AND ABOUT 100 FEET HIGH,
 EJ1954'WITH A BALL FINIAL ON TOP OF THE TANK.  THE A.P. AND L.
 EJ1954'COMPANY INSIGNIA IS ON THE E AND W SIDES OF THE TANK.  IT
 EJ1954'WAS BUILT ABOUT 1930.  OBJECT SIGHTED ON--BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1899 ***********************************************************************
 FG1899  DESIGNATION -  CARROLL
 FG1899  PID         -  FG1899
 FG1899  STATE/COUNTY-  AR/LOGAN
 FG1899  USGS QUAD   -  CAULKSVILLE (1993)
 FG1899
 FG1899                         *CURRENT SURVEY CONTROL
 FG1899  ___________________________________________________________________
 FG1899* NAD 83(1997)-  35 18 09.04093(N)    093 45 11.79762(W)     ADJUSTED  
 FG1899* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 FG1899  ___________________________________________________________________
 FG1899  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FG1899  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FG1899
 FG1899  HORZ ORDER  -  FIRST
 FG1899
 FG1899.The horizontal coordinates were established by classical geodetic methods
 FG1899.and adjusted by the National Geodetic Survey in September 1999..
 FG1899
 FG1899.The orthometric height was scaled from a topographic map.
 FG1899
 FG1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1899
 FG1899.The geoid height was determined by GEOID03.
 FG1899
 FG1899;                    North         East     Units Scale Factor Converg.
 FG1899;SPC AR N     -   108,941.479   240,554.548   MT  0.99994795   -1 01 12.8
 FG1899;SPC AR N     -   357,418.84    789,219.38   sFT  0.99994795   -1 01 12.8
 FG1899;UTM  15      - 3,906,851.434   431,515.492   MT  0.99965780   -0 26 07.2
 FG1899
 FG1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1899!SPC AR N     -   0.99995569  x   0.99994795  =   0.99990364
 FG1899!UTM  15      -   0.99995569  x   0.99965780  =   0.99961350
 FG1899
 FG1899|---------------------------------------------------------------------|
 FG1899| PID    Reference Object                     Distance      Geod. Az  |
 FG1899|                                                           dddmmss.s |
 FG1899| CI1367 CARROLL RM 1                         33.158 METERS 05326     |
 FG1899| FG1879 SUBIACO SUBIACO COLLEGE TANK        APPROX.11.0 KM 0921728.9 |
 FG1899| FG1876 RICH                                APPROX.17.8 KM 1081319.4 |
 FG1899| CI1368 CARROLL RM 2                         35.374 METERS 14840     |
 FG1899| CI1366 CARROLL AZ MK                                      3332633.9 |
 FG1899|---------------------------------------------------------------------|
 FG1899
 FG1899                          SUPERSEDED SURVEY CONTROL
 FG1899
 FG1899  NAD 83(1997)-  35 18 09.05151(N)    093 45 11.79495(W) AD(       ) 1
 FG1899  NAD 83(1986)-  35 18 09.05176(N)    093 45 11.79182(W) AD(       ) 1
 FG1899  NAD 27      -  35 18 08.73500(N)    093 45 11.08600(W) AD(       ) 1
 FG1899
 FG1899.Superseded values are not recommended for survey control.
 FG1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1899.See file dsdata.txt to determine how the superseded data were derived.
 FG1899
 FG1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3151506851(NAD 83)
 FG1899_MARKER: DS = TRIANGULATION STATION DISK
 FG1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1899
 FG1899  HISTORY     - Date     Condition        Report By
 FG1899  HISTORY     - 1940     MONUMENTED       CGS
 FG1899  HISTORY     - 1959     GOOD             CGS
 FG1899
 FG1899                          STATION DESCRIPTION
 FG1899
 FG1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1899'STATION IS LOCATED ABOUT 1.5 MILES WNW OF PARIS, ON A PROMINENT
 FG1899'FLAT-TOPPED MESA KNOWN LOCALLY AS SHORT MOUNTAIN.  IT IS ON
 FG1899'THE PROPERTY OF MR. JERRY CARROLL.
 FG1899'
 FG1899'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1899'BRONZE DISKS SET IN CONCRETE.
 FG1899'
 FG1899'SURFACE MARK, STAMPED CARROLL 1940 IS SET FLUSH WITH THE GROUND.
 FG1899'IT IS 18.5 FEET NW OF THE NW CORNER OF MR. CARROLLS HOUSE, 31.0
 FG1899'FEET S OF FENCE, AND 12.5 FEET SW OF WHITE REFERENCE POST.
 FG1899'
 FG1899'REFERENCE MARK NO. 1, STAMPED CARROLL NO. 1 1940 PROJECTS ABOUT
 FG1899'4 INCHES ABOVE THE GROUND.  IT IS ABOUT 2.0 FEET LOWER THAN
 FG1899'THE STATION, 29.5 FEET S OF THE CENTER LINE OF A DIRT ROAD, 78.7
 FG1899'FEET WSW OF THE SW CORNER OF MR. CARROLLS HOUSE, AND 2.0 FEET
 FG1899'E OF THE E EDGE OF CULTIVATED FIELD.
 FG1899'
 FG1899'REFERENCE MARK NO. 2 STAMPED CARROLL NO. 2, 1940 IS SET FLUSH WITH
 FG1899'THE GROUND.  IT IS ABOUT 3.0 FEET LOWER THAN THE STATION, 1.5
 FG1899'FEET E OF FENCE, AND 22.0 FEET N OF FENCE CORNER.
 FG1899'
 FG1899'AZIMUTH MARK, STAMPED CARROLL 1940 PROJECTS ABOUT 6 INCHES ABOVE
 FG1899'THE GROUND.  IT IS IN THE W SIDE OF PASTURE, 23.0 FEET SE OF
 FG1899'FENCE CORNER.
 FG1899'
 FG1899'STATION IS REACHED AS FOLLOWS- FROM THE COURTHOUSE IN PARIS GO
 FG1899'W ON STATE HIGHWAY 22 FOR 0.75 MILE.  TURN SHARP RIGHT ON DIRT
 FG1899'ROAD AND FOLLOW MAIN-TRAVELED ROAD N AND NW 1.55 MILES TO
 FG1899'FORK NEAR TOP OF HILL.  TAKE RIGHT FORK SHARP RIGHT AND FOLLOW
 FG1899'TRACK ROAD EASTERLY 0.6 MILE TO MR. CARROLLS HOUSE AND STATION.
 FG1899'
 FG1899'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 FG1899
 FG1899                          STATION RECOVERY (1959)
 FG1899
 FG1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1899'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 FG1899'THE HOUSE, THAT WAS NEAR THE STATION, HAS BEEN TORN DOWN BUT
 FG1899'THE OLD FOUNDATION IS STILL VISIBLE.  THE STATION AND REFERENCE
 FG1899'MARKS CAN BE RECOVERED BY MEASUREMENT FROM THE OLD FOUNDATION.
 FG1899'THE AZIMUTH MARK WAS NOT FOUND.  THIS MARK IS PROBABLY STILL IN
 FG1899'PLACE BUT IT WAS DIFFICULT TO DETERMINE WHERE TO SEARCH AS ALL
 FG1899'FENCES HAD BEEN REMOVED AND THE PASTURE WAS GROWN UP IN BRUSH.
 FG1899'
 FG1899'THE DESCRIPTION TO REACH THE STATION FROM PARIS IS ADEQUATE.
 FG1899'THE LAST 0.6 MILE OF THE DESCRIPTION IS VERY ROUGH AND ROCKY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1783 ***********************************************************************
 FF1783  DESIGNATION -  CART
 FF1783  PID         -  FF1783
 FF1783  STATE/COUNTY-  AR/JACKSON
 FF1783  USGS QUAD   -  TUCKERMAN (1981)
 FF1783
 FF1783                         *CURRENT SURVEY CONTROL
 FF1783  ___________________________________________________________________
 FF1783* NAD 83(1997)-  35 41 07.90139(N)    091 13 46.15914(W)     ADJUSTED  
 FF1783* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 FF1783  ___________________________________________________________________
 FF1783  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FF1783  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF1783
 FF1783  HORZ ORDER  -  THIRD
 FF1783
 FF1783.The horizontal coordinates were established by classical geodetic methods
 FF1783.and adjusted by the National Geodetic Survey in September 1999..
 FF1783
 FF1783.The orthometric height was scaled from a topographic map.
 FF1783
 FF1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1783
 FF1783.The geoid height was determined by GEOID03.
 FF1783
 FF1783;                    North         East     Units Scale Factor Converg.
 FF1783;SPC AR N     -   150,287.736   469,741.839   MT  0.99993749   +0 26 54.1
 FF1783;SPC AR N     -   493,069.01  1,541,144.68   sFT  0.99993749   +0 26 54.1
 FF1783;UTM  15      - 3,950,514.084   660,211.310   MT  0.99991630   +1 01 58.9
 FF1783
 FF1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1783!SPC AR N     -   0.99999318  x   0.99993749  =   0.99993067
 FF1783!UTM  15      -   0.99999318  x   0.99991630  =   0.99990948
 FF1783
 FF1783:                Primary Azimuth Mark                     Grid Az
 FF1783:SPC AR N     -  TUCKERMAN MUNICIPAL TANK                 029 10 25.1
 FF1783:UTM  15      -  TUCKERMAN MUNICIPAL TANK                 028 35 20.3
 FF1783
 FF1783|---------------------------------------------------------------------|
 FF1783| PID    Reference Object                     Distance      Geod. Az  |
 FF1783|                                                           dddmmss.s |
 FF1783| FF1781 TUCKERMAN MUNICIPAL TANK            APPROX. 5.4 KM 0293719.2 |
 FF1783| CI1369 CART AZ MK                                         0344156.5 |
 FF1783| CI1370 CART RM 1                            16.372 METERS 04141     |
 FF1783| FF1789 NEWPORT RESET                       APPROX. 6.8 KM 1981033.8 |
 FF1783| FF1788 ARKANSAS POWER LIGHT RAD MAST       APPROX. 6.4 KM 1992726.2 |
 FF1783| FF1787 ARKANSAS ST POL RAD STA MAST        APPROX. 5.5 KM 2004725.8 |
 FF1783| FF1786 CAMPBELL VICTOR METAL INC TANK      APPROX. 4.6 KM 2062953.9 |
 FF1783| FF1793 NEWPORT MUNICIPAL TANK              APPROX. 9.2 KM 2080016.2 |
 FF1783| FF1791 NEWPORT JACKSON CO CTHSE CUP        APPROX.10.2 KM 2081209.2 |
 FF1783| FF1792 NEWPORT FEDERAL COMPRESS TANK       APPROX. 9.2 KM 2084155.5 |
 FF1783| FF1795 NEWPORT E TRANSMISSION TOWER        APPROX. 9.2 KM 2114451.5 |
 FF1783| CI1371 CART RM 2                            15.395 METERS 22142     |
 FF1783| FF1785 CAMPBELL TEX ILL GAS P L W MST      APPROX. 2.7 KM 2220850.9 |
 FF1783| FF1782 CART 2                               15.713 METERS 35042     |
 FF1783|---------------------------------------------------------------------|
 FF1783
 FF1783                          SUPERSEDED SURVEY CONTROL
 FF1783
 FF1783  NAD 83(1997)-  35 41 07.90802(N)    091 13 46.15668(W) AD(       ) 3
 FF1783  NAD 83(1986)-  35 41 07.91328(N)    091 13 46.15965(W) AD(       ) 3
 FF1783  NAD 27      -  35 41 07.63280(N)    091 13 45.70110(W) AD(       ) 3
 FF1783
 FF1783.Superseded values are not recommended for survey control.
 FF1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1783.See file dsdata.txt to determine how the superseded data were derived.
 FF1783
 FF1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6021150514(NAD 83)
 FF1783_MARKER: DS = TRIANGULATION STATION DISK
 FF1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1783
 FF1783  HISTORY     - Date     Condition        Report By
 FF1783  HISTORY     - 1954     MONUMENTED       CGS
 FF1783  HISTORY     - 1961     SEE DESCRIPTION  CGS
 FF1783
 FF1783                          STATION DESCRIPTION
 FF1783
 FF1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1783'THE STATION IS ABOUT 6 MILES NORTHEAST OF NEWPORT, 4 MILES
 FF1783'SOUTHWEST OF TUCKERMAN, AND ON THE RIGHT-OF-WAY OF U.S.
 FF1783'HIGHWAY 67.  IT IS 100 FEET NORTHEAST OF CENTER OF A GRAVEL
 FF1783'ROAD, 66 FEET NORTHWEST OF CENTER OF U.S. HIGHWAY 67, 30
 FF1783'FEET SOUTHEAST OF WIRE FENCE LINE IN ROW OF TREES AND 6 FEET
 FF1783'WEST OF A 4 BY 4 INCH WHITE WITNESS POST.
 FF1783'
 FF1783'TO REACH THE STATION FROM THE JACKSON COUNTY COURTHOUSE IN NEWPORT,
 FF1783'FOLLOW U.S. HIGHWAY 67 NORTHEASTERLY FOR 7.5 MILES TO A SIDE ROAD
 FF1783'LEFT, WEST, AND STATION.  TO REACH THE AZIMUTH MARK CONTINUE
 FF1783'NORTHERLY ON THE HIGHWAY 0.15 MILE TO THE MARK ON THE EAST SIDE OF
 FF1783'THE ROAD.
 FF1783'
 FF1783'THE STATION MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 FF1783'STAMPED CART 1954.
 FF1783'
 FF1783'REFERENCE MARK 1 IS 55 FEET NORTHWEST OF CENTER OF U.S. HIGHWAY
 FF1783'67, 8 FEET SOUTHEAST OF FENCE LINE.  THE MARK PROJECTS ABOUT
 FF1783'6 INCHES AND THE DISK IS STAMPED CART NO 1 1954.
 FF1783'
 FF1783'REFERENCE MARK 2 IS 77 FEET NORTHWEST OF CENTER OF U.S. HIGHWAY
 FF1783'67, 52 FEET NORTHEAST OF CENTER OF GRAVEL ROAD.  THE MARK
 FF1783'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CART NO 2
 FF1783'1954.
 FF1783'
 FF1783'THE AZIMUTH MARK IS ABOUT 100 YARDS NORTHEAST OF FARM BUILDINGS,
 FF1783'30 FEET SOUTHEAST OF CENTER OF U.S. HIGHWAY 67, 30 FEET
 FF1783'NORTHWEST OF RAILROAD TRACK, 2.5 FEET SOUTHWEST OF A 4 X 4
 FF1783'INCH WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES
 FF1783'AND THE DISK IS STAMPED CART 1954.
 FF1783'
 FF1783'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FF1783
 FF1783                          STATION RECOVERY (1961)
 FF1783
 FF1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 FF1783'THE STATION WAS VISITED 6-6-61 AND THE STATION MARK AND
 FF1783'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 FF1783'THE AZIMUTH MARK WAS FOUND DESTROYED, THE DISK WAS RECLAIMED
 FF1783'AT THIS DATE.  THE MEASUREMENTS TO THE REFERENCE MARK WERE
 FF1783'CHECKED.  THE STATION WAS MOVED AT THIS DATE AT THE REQUEST
 FF1783'OF THE ARKANSAS STATE HIGHWAY DEPARTMENT DUE TO ROAD
 FF1783'CONSTRUCTION.  A NEW STATION CART 2 1961 WAS ESTABLISHED 51.55
 FF1783'FEET NORTH WEST OF THE STATION AND REFERENCE MARKS NO. 3
 FF1783'AND NO. 4 WERE ESTABLISHED.  THE SURFACE MARK FOR THE
 FF1783'STATION AND THE DISK FOR REFERENCE MARKS NO. 1 AND 2 WERE
 FF1783'RECLAIMED AT THIS DATE.  THE STATION UNDERGROUND DISK WAS
 FF1783'LEFT INTACT AND WILL BE UNDER THE SHOULDER OF THE NEW ROAD.
 FF1783'
 FF1783'SEE DESCRIPTION OF CART 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1782 ***********************************************************************
 FF1782  DESIGNATION -  CART 2
 FF1782  PID         -  FF1782
 FF1782  STATE/COUNTY-  AR/JACKSON
 FF1782  USGS QUAD   -  TUCKERMAN (1981)
 FF1782
 FF1782                         *CURRENT SURVEY CONTROL
 FF1782  ___________________________________________________________________
 FF1782* NAD 83(1997)-  35 41 08.40452(N)    091 13 46.26009(W)     ADJUSTED  
 FF1782* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 FF1782  ___________________________________________________________________
 FF1782  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FF1782  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF1782
 FF1782  HORZ ORDER  -  THIRD
 FF1782
 FF1782.The horizontal coordinates were established by classical geodetic methods
 FF1782.and adjusted by the National Geodetic Survey in September 1999..
 FF1782.No horizontal observational check was made to the station.
 FF1782
 FF1782.The orthometric height was scaled from a topographic map.
 FF1782
 FF1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1782
 FF1782.The geoid height was determined by GEOID03.
 FF1782
 FF1782;                    North         East     Units Scale Factor Converg.
 FF1782;SPC AR N     -   150,303.221   469,739.179   MT  0.99993750   +0 26 54.0
 FF1782;SPC AR N     -   493,119.82  1,541,135.96   sFT  0.99993750   +0 26 54.0
 FF1782;UTM  15      - 3,950,529.541   660,208.493   MT  0.99991629   +1 01 58.8
 FF1782
 FF1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1782!SPC AR N     -   0.99999318  x   0.99993750  =   0.99993068
 FF1782!UTM  15      -   0.99999318  x   0.99991629  =   0.99990947
 FF1782
 FF1782|---------------------------------------------------------------------|
 FF1782| PID    Reference Object                     Distance      Geod. Az  |
 FF1782|                                                           dddmmss.s |
 FF1782| CI1372 CART 2 RM 3                          14.761 METERS 02718     |
 FF1782| FF1783 CART                                 15.713 METERS 17042     |
 FF1782| CI1373 CART 2 RM 4                          24.624 METERS 23620     |
 FF1782|---------------------------------------------------------------------|
 FF1782
 FF1782                          SUPERSEDED SURVEY CONTROL
 FF1782
 FF1782  NAD 83(1997)-  35 41 08.41115(N)    091 13 46.25764(W) AD(       ) 3
 FF1782  NAD 83(1986)-  35 41 08.41641(N)    091 13 46.26060(W) AD(       ) 3
 FF1782  NAD 27      -  35 41 08.13600(N)    091 13 45.80200(W) AD(       ) 3
 FF1782
 FF1782.Superseded values are not recommended for survey control.
 FF1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1782.See file dsdata.txt to determine how the superseded data were derived.
 FF1782
 FF1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6020850530(NAD 83)
 FF1782_MARKER: DS = TRIANGULATION STATION DISK
 FF1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1782
 FF1782  HISTORY     - Date     Condition        Report By
 FF1782  HISTORY     - 1961     MONUMENTED       CGS
 FF1782  HISTORY     - 1963     GOOD             USAF
 FF1782  HISTORY     - 1968     GOOD             CGS
 FF1782  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF1782
 FF1782                          STATION DESCRIPTION
 FF1782
 FF1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (AKH)
 FF1782'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF NEW PORT
 FF1782'AND 3-1/2 MILES SOUTHWEST OF TUCKERMAN IN THE NORTHWEST
 FF1782'ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 67 AND A GRAVELED
 FF1782'ROAD LEADING WEST TO HICKORY FLAT.  IT IS 68 FEET WEST OF THE
 FF1782'CENTERLINE OF U.S. HIGHWAY 67, 143 FEET NORTH-NORTHWEST OF
 FF1782'THE CENTER OF THE GRAVELED ROAD LEADING WEST, 3 FEET EAST
 FF1782'OF A RIGHT-OF-WAY FENCE LINE, 31 FEET NORTH OF A FENCE CORNER
 FF1782'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 FF1782'DISK, STAMPED CART 2 1961, PROJECTING 6 INCHES.
 FF1782'
 FF1782'REFERENCE MARK NO. 3 IS 48.43 FEET NORTH OF THE STATION,
 FF1782'70 FEET WEST-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 67,
 FF1782'191 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD LEADING
 FF1782'WEST AND 1 FOOT EAST-SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 FF1782'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 FF1782'DISK, STAMPED CART 2 NO 3 1961, SET IN THE TOP OF A 12-INCH
 FF1782'ROUND CONCRETE POST PROJECTING 6 INCHES.
 FF1782'
 FF1782'REFERENCE MARK NO. 4 IS 80.79 FEET WEST-SOUTHWEST OF THE STATION,
 FF1782'81 FEET NORTH EAST OF THE CENTERLINE OF THE GRAVELED ROAD
 FF1782'LEADING WEST, 108 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 FF1782'U.S. HIGHWAY 67, 2 FEET NORTHEAST OF A FENCE LINE AND 1 FOOT
 FF1782'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 FF1782'CART 2 NO 3 1961, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FF1782'POST PROJECTING 6 INCHES.
 FF1782'
 FF1782'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 125.34 FEET.
 FF1782'
 FF1782'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 FF1782'
 FF1782'TO REACH THE STATION FROM THE JACKSON COUNTY COURTHOUSE AT
 FF1782'NEWPORT, GO NORTH ON U.S. HIGHWAY 67 FOT 7.5 MILES TO THE
 FF1782'SIDE ROAD LEFT AND THE STATION IN THE NORTHWEST ANGLE OF THE
 FF1782'INTERSECTION.
 FF1782
 FF1782                          STATION RECOVERY (1963)
 FF1782
 FF1782'RECOVERY NOTE BY US AIR FORCE 1963
 FF1782'STATION, AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FF1782'DESCRIPTION WAS ADEQUATE.
 FF1782
 FF1782                          STATION RECOVERY (1968)
 FF1782
 FF1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FF1782'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED
 FF1782'AND FOUND IN EXCELLENT CONDITION.  THE HORIZONTAL DISTANCE
 FF1782'MEASUREMENTS BETWEEN THE STATION AND THE REFERENCE MARKS
 FF1782'WERE CHECKED AND VERIFIED.
 FF1782'
 FF1782'FOLLOWING IS AN ADDITIONAL STATION TO-REACH
 FF1782'
 FF1782'TO REACH THE STATION FROM THE POST OFFICE IN TUCKERMAN, GO
 FF1782'WEST ON THE MAIN STREET FOR ABOUT 0.05 OF A MILE TO U.S. HIGHWAY
 FF1782'67.  HERE TURN LEFT AND GO SOUTHWESTERLY ON U.S. HIGHWAY 67 FOR 3.5
 FF1782'MILES TO A GRAVELED T ROAD RIGHT AT SIGN HICKORY GROVE ROAD, AND
 FF1782'THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE
 FF1782'INTERSECTION.
 FF1782'
 FF1782'NOTE--NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  WITHOUT
 FF1782'THE USE OF A STEEL SIGNAL, POLARIS OBSERVATIONS WILL BE
 FF1782'REQUIRED TO ESTABLISH AN AZIMUTH MARK.
 FF1782
 FF1782                          STATION RECOVERY (2002)
 FF1782
 FF1782'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1782'NEW LANES OF HWY 67 ARE IN LOCATION NOW. ALSO DITCH WIDENED.
 FF1782'MARK ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1314 ***********************************************************************
 DL1314  DESIGNATION -  CARTER
 DL1314  PID         -  DL1314
 DL1314  STATE/COUNTY-  AR/ASHLEY
 DL1314  USGS QUAD   -  MARAIS SALINE (1981)
 DL1314
 DL1314                         *CURRENT SURVEY CONTROL
 DL1314  ___________________________________________________________________
 DL1314* NAD 83(1997)-  33 08 57.42628(N)    092 03 33.15192(W)     ADJUSTED  
 DL1314* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 DL1314  ___________________________________________________________________
 DL1314  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DL1314  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL1314
 DL1314  HORZ ORDER  -  SECOND
 DL1314
 DL1314.The horizontal coordinates were established by classical geodetic methods
 DL1314.and adjusted by the National Geodetic Survey in September 1999..
 DL1314
 DL1314.The orthometric height was scaled from a topographic map.
 DL1314
 DL1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1314
 DL1314.The geoid height was determined by GEOID03.
 DL1314
 DL1314;                    North         East     Units Scale Factor Converg.
 DL1314;SPC AR S     -   453,531.385   394,475.875   MT  1.00003683   -0 01 59.3
 DL1314;SPC AR S     - 1,487,960.89  1,294,209.60   sFT  1.00003683   -0 01 59.3
 DL1314;UTM  15      - 3,668,230.812   587,738.084   MT  0.99969491   +0 30 52.1
 DL1314
 DL1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1314!SPC AR S     -   0.99999860  x   1.00003683  =   1.00003543
 DL1314!UTM  15      -   0.99999860  x   0.99969491  =   0.99969351
 DL1314
 DL1314|---------------------------------------------------------------------|
 DL1314| PID    Reference Object                     Distance      Geod. Az  |
 DL1314|                                                           dddmmss.s |
 DL1314| CY5381 CARTER RM 1                          30.099 METERS 06300     |
 DL1314| DK2073 CROSSETT RADIO STA KAGH MAST        APPROX. 9.5 KM 1071723.0 |
 DL1314| CY5382 CARTER RM 2                          30.855 METERS 21049     |
 DL1314| DL1318 BOLDING RESET                       APPROX.17.8 KM 2355855.6 |
 DL1314|---------------------------------------------------------------------|
 DL1314
 DL1314                          SUPERSEDED SURVEY CONTROL
 DL1314
 DL1314  NAD 83(1986)-  33 08 57.43865(N)    092 03 33.14493(W) AD(       ) 2
 DL1314  NAD 27      -  33 08 56.99600(N)    092 03 32.66100(W) AD(       ) 2
 DL1314
 DL1314.Superseded values are not recommended for survey control.
 DL1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1314.See file dsdata.txt to determine how the superseded data were derived.
 DL1314
 DL1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8773868231(NAD 83)
 DL1314_MARKER: DS = TRIANGULATION STATION DISK
 DL1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1314
 DL1314  HISTORY     - Date     Condition        Report By
 DL1314  HISTORY     - 1952     MONUMENTED       CGS
 DL1314
 DL1314                          STATION DESCRIPTION
 DL1314
 DL1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1314'THE STATION IS IN SECTION 17, R 9 W, T 17 S, ABOUT 5-1/2 MILES
 DL1314'WEST OF CROSSETT, 5 MILES EAST OF THE CONFLUENCE OF THE OUACHITA
 DL1314'AND THE SALINE RIVERS, ON LAND OWNED BY THE CROSSETT LUMBER
 DL1314'COMPANY.  THE MARK IS 158 FEET SOUTHWEST OF THE CENTER OF U.S.
 DL1314'HIGHWAY 82, 21 FEET WEST OF A 24-INCH PINE TREE, 10 FEET
 DL1314'NORTHWEST OF THE CENTER OF A TRACK ROAD AND 5 FEET EAST OF A
 DL1314'WHITE 4 IN X 4 IN WITNESS POST.
 DL1314'
 DL1314'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL1314'STATE HIGHWAY 133 IN CROSSETT, GO WEST ON HIGHWAY 82 FOR 4.5 MILES
 DL1314'TO A COUNTRY STORE ON THE RIGHT, CONTINUE WESTERLY ON THE HIGHWAY
 DL1314'0.6 MILE TO A TRACK ROAD LEFT AND A GATE, PASS THROUGH
 DL1314'THE GATE AND GO SOUTHWEST ABOUT 158 FEET TO THE STATION.
 DL1314'
 DL1314'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1314'
 DL1314'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CARTER
 DL1314'1952.
 DL1314'
 DL1314'REFERENCE MARK 1 IS 66 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 DL1314'14 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND 12 FEET
 DL1314'SOUTH OF THE GATE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 DL1314'STAMPED CARTER NO 1 1952.
 DL1314'
 DL1314'REFERENCE MARK 2 IS 84 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 DL1314'AND 30 FEET SOUTHEAST OF A 14-INCH PINE TREE.  THE MARK PROJECTS
 DL1314'4 INCHES AND THE DISK IS STAMPED CARTER NO 2 1952.
 DL1314'
 DL1314'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1905 ***********************************************************************
 FG1905  DESIGNATION -  CARTER
 FG1905  PID         -  FG1905
 FG1905  STATE/COUNTY-  AR/MADISON
 FG1905  USGS QUAD   -  WEATHERS (1973)
 FG1905
 FG1905                         *CURRENT SURVEY CONTROL
 FG1905  ___________________________________________________________________
 FG1905* NAD 83(1997)-  35 59 00.21013(N)    093 36 50.23701(W)     ADJUSTED  
 FG1905* NAVD 88     -       688.5    (meters)    2259.     (feet)  VERTCON   
 FG1905  ___________________________________________________________________
 FG1905  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FG1905  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG1905
 FG1905  HORZ ORDER  -  FIRST
 FG1905
 FG1905.The horizontal coordinates were established by classical geodetic methods
 FG1905.and adjusted by the National Geodetic Survey in September 1999..
 FG1905
 FG1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1905
 FG1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1905
 FG1905.The geoid height was determined by GEOID03.
 FG1905
 FG1905;                    North         East     Units Scale Factor Converg.
 FG1905;SPC AR N     -   184,255.634   254,461.704   MT  0.99996014   -0 56 21.0
 FG1905;SPC AR N     -   604,512.03    834,846.44   sFT  0.99996014   -0 56 21.0
 FG1905;UTM  15      - 3,982,280.584   444,653.789   MT  0.99963774   -0 21 38.7
 FG1905
 FG1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1905!SPC AR N     -   0.99989631  x   0.99996014  =   0.99985646
 FG1905!UTM  15      -   0.99989631  x   0.99963774  =   0.99953409
 FG1905
 FG1905:                Primary Azimuth Mark                     Grid Az
 FG1905:SPC AR N     -  CARTER AZ MK                             096 21 28.3
 FG1905:UTM  15      -  CARTER AZ MK                             095 46 46.0
 FG1905
 FG1905|---------------------------------------------------------------------|
 FG1905| PID    Reference Object                     Distance      Geod. Az  |
 FG1905|                                                           dddmmss.s |
 FG1905| CI1374 CARTER AZ MK                                       0952507.3 |
 FG1905| CI1375 CARTER RM 1                          15.477 METERS 16706     |
 FG1905| CI1376 CARTER RM 2                          17.331 METERS 26435     |
 FG1905|---------------------------------------------------------------------|
 FG1905
 FG1905                          SUPERSEDED SURVEY CONTROL
 FG1905
 FG1905  NAD 83(1997)-  35 59 00.22149(N)    093 36 50.23808(W) AD(       ) 1
 FG1905  NAD 83(1986)-  35 59 00.22108(N)    093 36 50.24150(W) AD(       ) 1
 FG1905  NAD 27      -  35 58 59.94514(N)    093 36 49.56289(W) AD(       ) 1
 FG1905  NGVD 29 (07/19/86)  688.4    (m)         2259.     (f) VERT ANG       
 FG1905
 FG1905.Superseded values are not recommended for survey control.
 FG1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1905.See file dsdata.txt to determine how the superseded data were derived.
 FG1905
 FG1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4465482281(NAD 83)
 FG1905_MARKER: DS = TRIANGULATION STATION DISK
 FG1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1905
 FG1905  HISTORY     - Date     Condition        Report By
 FG1905  HISTORY     - 1971     MONUMENTED       NGS
 FG1905
 FG1905                          STATION DESCRIPTION
 FG1905
 FG1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1905'THE STATION IS ABOUT 7 MILES SOUTH AND 7 MILES EAST OF HUNTSVILLE, 3
 FG1905'MILES NORTH AND 4 MILES EAST OF WITTER AND 3 MILES SOUTH OF STATE
 FG1905'HIGHWAY 74, IN THE NORTHEAST 1/4 OF SECTION 10, T. 15 N., R. 25 W.,
 FG1905'JUST TO THE WEST OF THE HIGHEST PART OF A BRUSH AND TREE COVERED
 FG1905'HILL AND ON PROPERTY OF JOHN CARTER, PHONE 665-2256, ADDRESS RURAL
 FG1905'ROUTE KINGSTON.
 FG1905'
 FG1905'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND 74,
 FG1905'ABOUT 4 MILES SOUTH OF HUNTSVILLE, GO EASTERLY ON STATE HIGHWAY 74
 FG1905'FOR 2.8 MILES TO THE END OF PAVEMENT.  CONTINUE EASTERLY ON STATE
 FG1905'HIGHWAY 74, (GRAVELED ROAD) FOR 3.7 MILES TO A CROSSROAD AND WHERE
 FG1905'STATE HIGHWAY 74 TURNS RIGHT.  TURN RIGHT AND CONTINUE ON HIGHWAY
 FG1905'74 FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, LEAVING HIGHWAY
 FG1905'74 AND GO SOUTHERLY ON MAIN TRAVELED ROAD FOR 3.4 MILES TO A SIDE
 FG1905'ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON GRADED ROAD FOR 0.55
 FG1905'MILE TO A SIDE ROAD RIGHT.  BEAR RIGHT AND CONTINUE WESTERLY ON
 FG1905'GRADED ROAD FOR ABOUT 250 FEET TO A BOARD GATE.  PASS THROUGH GATE
 FG1905'AND FOLLOW WINDING GRADED ROAD WESTERLY, NORTHWESTERLY AND
 FG1905'SOUTHWESTERLY FOR 0.5 MILE TO THE WEST SIDE OF HILL, A SMALL
 FG1905'CLEARING AND THE STATION ON THE LEFT.
 FG1905'
 FG1905'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON GRADED
 FG1905'ROAD FOR 0.2 MILE TO JOHN CARTERS HOUSE ON THE RIGHT AND THE MARK
 FG1905'ON THE LEFT.
 FG1905'
 FG1905'STATION MARKS ARE STANDARD DISKS, STAMPED CARTER 1971.  THE SURFACE
 FG1905'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 FG1905'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 43.0 FEET EAST OF THE
 FG1905'CENTER OF A TRACK ROAD, 19.7 FEET SOUTHWEST OF A 12-INCH TREE WITH
 FG1905'A TRIANGLE BLAZE AND 3.8 FEET SOUTHWEST OF A WITNESS POST.  THE
 FG1905'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 FG1905'INCHES BELOW THE GROUND SURFACE.
 FG1905'
 FG1905'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARTER NO 1 1971, SET IN
 FG1905'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 FG1905'INCHES ABOVE THE GROUND.  IT IS 67.8 FEET SOUTH OF THE 12-INCH
 FG1905'TRIANGLE BLAZED TREE, 53.4 FEET SOUTH OF THE WITNESS POST, 39.0
 FG1905'FEET EAST OF THE CENTER OF THE TRACK ROAD AND ABOUT 3 FEET LOWER
 FG1905'THAN THE STATION.
 FG1905'
 FG1905'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARTER NO 2 1971, SET IN
 FG1905'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 FG1905'INCHES ABOVE THE GROUND.  IT IS 68.3 FEET WEST-SOUTHWEST OF THE
 FG1905'12-INCH TRIANGLE BLAZED TREE, 59.2 FEET WEST OF THE WITNESS POST,
 FG1905'14.0 FEET WEST OF THE CENTER OF THE TRACK ROAD AND ABOUT 2 FEET LOWER
 FG1905'THAN THE STATION.
 FG1905'
 FG1905'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CARTER 1971, SET IN THE
 FG1905'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 FG1905'INCHES ABOVE THE GROUND.  IT IS 19.0 FEET EAST OF THE CENTER OF A
 FG1905'GRADED ROAD, 2.2 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT WEST OF
 FG1905'A FENCE.
 FG1905'
 FG1905'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 FG1905'
 FG1905'HEIGHT OF LIGHT ABOVE STATION MARK 22.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1837 ***********************************************************************
 EJ1837  DESIGNATION -  CARTHAGE
 EJ1837  PID         -  EJ1837
 EJ1837  STATE/COUNTY-  AR/DALLAS
 EJ1837  USGS QUAD   -  CARTHAGE (1984)
 EJ1837
 EJ1837                         *CURRENT SURVEY CONTROL
 EJ1837  ___________________________________________________________________
 EJ1837* NAD 83(1997)-  34 01 49.53104(N)    092 31 28.82599(W)     ADJUSTED  
 EJ1837* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 EJ1837  ___________________________________________________________________
 EJ1837  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 EJ1837  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EJ1837
 EJ1837  HORZ ORDER  -  SECOND
 EJ1837
 EJ1837.The horizontal coordinates were established by classical geodetic methods
 EJ1837.and adjusted by the National Geodetic Survey in September 1999..
 EJ1837
 EJ1837.The orthometric height was scaled from a topographic map.
 EJ1837
 EJ1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1837
 EJ1837.The geoid height was determined by GEOID03.
 EJ1837
 EJ1837;                    North         East     Units Scale Factor Converg.
 EJ1837;SPC AR S     -   551,381.530   351,549.566   MT  0.99991847   -0 17 37.2
 EJ1837;SPC AR S     - 1,808,990.90  1,153,375.53   sFT  0.99991847   -0 17 37.2
 EJ1837;UTM  15      - 3,765,631.344   543,879.870   MT  0.99962373   +0 15 57.6
 EJ1837
 EJ1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1837!SPC AR S     -   0.99998952  x   0.99991847  =   0.99990799
 EJ1837!UTM  15      -   0.99998952  x   0.99962373  =   0.99961325
 EJ1837
 EJ1837:                Primary Azimuth Mark                     Grid Az
 EJ1837:SPC AR S     -  FARINDALE                                079 09 36.2
 EJ1837:UTM  15      -  FARINDALE                                078 36 01.4
 EJ1837
 EJ1837|---------------------------------------------------------------------|
 EJ1837| PID    Reference Object                     Distance      Geod. Az  |
 EJ1837|                                                           dddmmss.s |
 EJ1837| EJ1811 FARINDALE                           APPROX.10.8 KM 0785159.0 |
 EJ1837| CY5385 CARTHAGE RM 3                        87.112 METERS 08156     |
 EJ1837| CY5383 CARTHAGE RM 1                        24.735 METERS 09050     |
 EJ1837| EJ1838 ARKANSAS FORESTRY COMM LOT 32       APPROX. 2.0 KM 1310120.5 |
 EJ1837| EJ1836 CARTHAGE MUNICIPAL TANK             APPROX. 5.8 KM 3260000.3 |
 EJ1837| CY5384 CARTHAGE RM 2                        28.554 METERS 34804     |
 EJ1837|---------------------------------------------------------------------|
 EJ1837
 EJ1837                          SUPERSEDED SURVEY CONTROL
 EJ1837
 EJ1837  NAD 83(1986)-  34 01 49.54169(N)    092 31 28.81718(W) AD(       ) 2
 EJ1837  NAD 27      -  34 01 49.18072(N)    092 31 28.25194(W) AD(       ) 2
 EJ1837
 EJ1837.Superseded values are not recommended for survey control.
 EJ1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1837.See file dsdata.txt to determine how the superseded data were derived.
 EJ1837
 EJ1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4388065631(NAD 83)
 EJ1837_MARKER: DS = TRIANGULATION STATION DISK
 EJ1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1837
 EJ1837  HISTORY     - Date     Condition        Report By
 EJ1837  HISTORY     - 1964     MONUMENTED       CGS
 EJ1837
 EJ1837                          STATION DESCRIPTION
 EJ1837
 EJ1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1837'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 1-3/4 MILES
 EJ1837'EAST OF CARTHAGE, IN THE NORTHWEST 1/4 OF SEC. 15, T. 8 S.,
 EJ1837'R. 14 W., AT A SMALL CONCRETE BLOCK HOUSE OWNED BY A GUN
 EJ1837'CLUB OF FORDYCE.  IT IS 72 FEET SOUTHWEST OF A WATER PUMP,
 EJ1837'38 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 EJ1837'BLOCK HOUSE, 32 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 EJ1837'ROAD, 2 FEET NORTH OF A WIRE FENCE, AND 6 FEET EAST-NORTHEAST
 EJ1837'OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 EJ1837'STAMPED CARTHAGE 1964.
 EJ1837'
 EJ1837'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 229 IN
 EJ1837'CARTHAGE, GO SOUTH-SOUTHEAST ON STATE HIGHWAY 229 FOR 2.65
 EJ1837'MILES TO A RAILROAD CROSSING.  CONTINUE SOUTHEAST ON STATE
 EJ1837'HIGHWAY 229 FOR 1.25 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 EJ1837'GO SOUTHWEST FOR ABOUT 100 FEET CROSSING THE RAILROAD TRACK TO A
 EJ1837'T-ROAD.  TURN RIGHT AND GO NORTHWEST AND WEST ON A GRAVELED ROAD
 EJ1837'FOR 0.4 MILE TO A CONCRETE BLOCK BUILDING ON THE LEFT AND THE
 EJ1837'STATION ON THE LEFT.
 EJ1837'
 EJ1837'REFERENCE MARK 1 IS 58 FEET NORTHEAST OF THE NORTHEAST CORNER
 EJ1837'OF THE CONCRETE BLOCK HOUSE, 11 FEET NORTHWEST OF A 24 INCH
 EJ1837'SWEETGUM TREE, 26 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 EJ1837'ROAD, 9 FEET NORTHWEST OF A 20 INCH OAK TREE, AND 2 FEET NORTH
 EJ1837'OF THE WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 EJ1837'DISK IS STAMPED CARTHAGE NO 1 1964.
 EJ1837'
 EJ1837'REFERENCE MARK 2 IS 66 FEET WEST-NORTHWEST OF THE WATER PUMP,
 EJ1837'AND 55 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD.
 EJ1837'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CARTHAGE NO 2 1964.
 EJ1837'
 EJ1837'REFERENCE MARK 3 IS 45 FEET NORTHEAST OF A 24 INCH OAK TREE,
 EJ1837'19 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 14 FEET
 EJ1837'SOUTHEAST OF A 24 INCH SWEETGUM TREE, AND 1 FOOT SOUTH OF A
 EJ1837'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 EJ1837'IS STAMPED CARTHAGE NO 3 1964.
 EJ1837'
 EJ1837'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1836 ***********************************************************************
 EJ1836  DESIGNATION -  CARTHAGE MUNICIPAL TANK
 EJ1836  PID         -  EJ1836
 EJ1836  STATE/COUNTY-  AR/DALLAS
 EJ1836  USGS QUAD   -  CARTHAGE (1984)
 EJ1836
 EJ1836                         *CURRENT SURVEY CONTROL
 EJ1836  ___________________________________________________________________
 EJ1836* NAD 83(1997)-  34 04 24.48879(N)    092 33 34.44227(W)     ADJUSTED  
 EJ1836* NAVD 88     -                                                        
 EJ1836  ___________________________________________________________________
 EJ1836  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 EJ1836  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EJ1836
 EJ1836  HORZ ORDER  -  THIRD
 EJ1836
 EJ1836.The horizontal coordinates were established by classical geodetic methods
 EJ1836.and adjusted by the National Geodetic Survey in September 1999..
 EJ1836
 EJ1836
 EJ1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1836
 EJ1836.The geoid height was determined by GEOID03.
 EJ1836
 EJ1836;                    North         East     Units Scale Factor Converg.
 EJ1836;SPC AR S     -   556,172.697   348,353.500   MT  0.99991870   -0 18 47.5
 EJ1836;SPC AR S     - 1,824,709.92  1,142,889.77   sFT  0.99991870   -0 18 47.5
 EJ1836;UTM  15      - 3,770,389.644   540,638.106   MT  0.99962036   +0 14 48.3
 EJ1836
 EJ1836                          SUPERSEDED SURVEY CONTROL
 EJ1836
 EJ1836  NAD 83(1986)-  34 04 24.49862(N)    092 33 34.43234(W) AD(       ) 4
 EJ1836  NAD 27      -  34 04 24.14061(N)    092 33 33.86205(W) AD(       ) 3
 EJ1836
 EJ1836.Superseded values are not recommended for survey control.
 EJ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1836.See file dsdata.txt to determine how the superseded data were derived.
 EJ1836
 EJ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4063870390(NAD 83)
 EJ1836_MARKER: 51 = TANK
 EJ1836
 EJ1836  HISTORY     - Date     Condition        Report By
 EJ1836  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1836
 EJ1836                          STATION DESCRIPTION
 EJ1836
 EJ1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1836'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED AT
 EJ1836'THE WEST EDGE OF CARTHAGE.  IT IS A FOUR TUBULAR LEGGED SELF
 EJ1836'SUPPORTED STEEL STRUCTURE PAINTED ALUMINUM AND HAS THE LEGEND
 EJ1836'CARTHAGE ARKANSAS PAINTED ON THE EAST AND WEST SIDES OF THE
 EJ1836'TANK.  THE OVERALL HEIGHT IS ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1909 ***********************************************************************
 EJ1909  DESIGNATION -  CASA
 EJ1909  PID         -  EJ1909
 EJ1909  STATE/COUNTY-  AR/PERRY
 EJ1909  USGS QUAD   -  NIMROD (1968)
 EJ1909
 EJ1909                         *CURRENT SURVEY CONTROL
 EJ1909  ___________________________________________________________________
 EJ1909* NAD 83(1997)-  34 59 40.23809(N)    093 00 22.08019(W)     ADJUSTED  
 EJ1909* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 EJ1909  ___________________________________________________________________
 EJ1909  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 EJ1909  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 EJ1909
 EJ1909  HORZ ORDER  -  FIRST
 EJ1909
 EJ1909.The horizontal coordinates were established by classical geodetic methods
 EJ1909.and adjusted by the National Geodetic Survey in September 1999..
 EJ1909
 EJ1909.The orthometric height was scaled from a topographic map.
 EJ1909
 EJ1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1909
 EJ1909.The geoid height was determined by GEOID03.
 EJ1909
 EJ1909;                    North         East     Units Scale Factor Converg.
 EJ1909;SPC AR N     -    73,821.702   308,148.443   MT  0.99998854   -0 35 07.7
 EJ1909;SPC AR N     -   242,196.70  1,010,983.68   sFT  0.99998854   -0 35 07.7
 EJ1909;UTM  15      - 3,872,434.326   499,440.281   MT  0.99960000   -0 00 12.7
 EJ1909
 EJ1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1909!SPC AR N     -   0.99995647  x   0.99998854  =   0.99994501
 EJ1909!UTM  15      -   0.99995647  x   0.99960000  =   0.99955649
 EJ1909
 EJ1909:                Primary Azimuth Mark                     Grid Az
 EJ1909:SPC AR N     -  CASA AZ MK                               029 36 44.6
 EJ1909:UTM  15      -  CASA AZ MK                               029 01 49.6
 EJ1909
 EJ1909|---------------------------------------------------------------------|
 EJ1909| PID    Reference Object                     Distance      Geod. Az  |
 EJ1909|                                                           dddmmss.s |
 EJ1909| CX5557 CASA AZ MK                                         0290136.9 |
 EJ1909| FG1759 ADONA                               APPROX.11.0 KM 0533501.7 |
 EJ1909| CX5558 CASA RM 1                            24.605 METERS 08311     |
 EJ1909| CX5560 CASA RM 3                            24.643 METERS 08314     |
 EJ1909| CX5559 CASA RM 2                            23.220 METERS 15839     |
 EJ1909|---------------------------------------------------------------------|
 EJ1909
 EJ1909                          SUPERSEDED SURVEY CONTROL
 EJ1909
 EJ1909  NAD 83(1986)-  34 59 40.25141(N)    093 00 22.07434(W) AD(       ) 1
 EJ1909  NAD 27      -  34 59 39.93000(N)    093 00 21.45200(W) AD(       ) 1
 EJ1909
 EJ1909.Superseded values are not recommended for survey control.
 EJ1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1909.See file dsdata.txt to determine how the superseded data were derived.
 EJ1909
 EJ1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9944072434(NAD 83)
 EJ1909_MARKER: DS = TRIANGULATION STATION DISK
 EJ1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1909
 EJ1909  HISTORY     - Date     Condition        Report By
 EJ1909  HISTORY     - 1940     MONUMENTED       CGS
 EJ1909  HISTORY     - 1972     GOOD             NGS
 EJ1909
 EJ1909                          STATION DESCRIPTION
 EJ1909
 EJ1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1909'STATION IS LOCATED ON THE HIGHEST POINT OF A LONG RIDGE ABOUT
 EJ1909'2.5 MILES NW OF APLIN AND ABOUT 3 MILES SE OF CASA.
 EJ1909'
 EJ1909'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 EJ1909'STANDARD DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1909'
 EJ1909'THE STATION MARK IS 11 FEET WNW OF A WHITE REFERENCE POST,
 EJ1909'17 FEET N OF A 10-INCH OAK TREE, 32 FEET W OF A 22-INCH OAK
 EJ1909'TREE AND 69 FEET W OF A TRIANGLE-BLAZED 22-INCH OAK TREE.
 EJ1909'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 EJ1909'IS STAMPED CASA 1940.
 EJ1909'
 EJ1909'REFERENCE MARK NO. 1 IS 14 FEET E OFA 22-INCH OAK TREE, 29
 EJ1909'FEET S OF A TRIANGLE-BLAZED 22-INCH OAK TREE.  IT PROJECTS
 EJ1909'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ON THE SAME
 EJ1909'LEVEL AS THE STATION.  IT IS STAMPED CASA NO. 1 1940.
 EJ1909'
 EJ1909'REFERENCE MARK NO. 2 IS 27 FEET W OF A 24-INCH OAK TREE, 22
 EJ1909'FEET NE OF A TRIANGLE-BLAZED 12-INCH PINE TREE.  IT PROJECTS
 EJ1909'6 INCHES ABOVE THE GROUND AND IS ON THE SAME LEVEL AS THE
 EJ1909'STATION.  IT IS STAMPED CASA NO. 2 1940.
 EJ1909'
 EJ1909'THE AZIMUTH MARK IS 6 FEET SW OF A TRIANGLE-BLAZED 12-INCH
 EJ1909'OAK TREE, 20 FEET NE OF THE CENTER OF THE MAIN GRAVEL ROAD
 EJ1909'AND 4 FEET W OF A WHITE REFERENCE POST.  IT PROJECTS 4 INCHES
 EJ1909'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CASA 1940.
 EJ1909'
 EJ1909'TO REACH STATION FROM THE TOWN OF CASA, GO E ON STATE HIGHWAY
 EJ1909'10 FOR 0.7 MILE TO A GRAVEL ROAD TO THE RIGHT, (S).  TURN
 EJ1909'RIGHT AND GO 3.2 MILES TO THE AZIMUTH MARK ON THE LEFT, (E)
 EJ1909'SIDE OF ROAD.  CONTINUE ON MAIN GRAVEL ROAD 1.2 MILES TO
 EJ1909'TOP OF RIDGE AND A DIM ROAD RIGHT, (W).  TURN RIGHT AND FOLLOW
 EJ1909'DIM ROAD ALONG TOP OF RIDGE 1.5 MILES TO A TRIANGLE-BLAZED
 EJ1909'OAK TREE AND STATION.
 EJ1909'
 EJ1909'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 EJ1909
 EJ1909                          STATION RECOVERY (1972)
 EJ1909
 EJ1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1909'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 EJ1909'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH
 EJ1909'THE TOP OF THE MARK BROKEN OFF.  THE AZIMUTH MARK WAS SEARCHED
 EJ1909'FOR AND COULD NOT BE FOUND AND IT IS BELEIVED IT WAS DESTROYED
 EJ1909'OR COVERED WITH DIRT WHEN THE GRAVELED ROAD WAS WIDEN AND
 EJ1909'BLADED.  REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  NO
 EJ1909'PLACE VISIBLE TO SET AN AZIMUTH MARK THIS DATE AS THE STATION
 EJ1909'IS SURROUNDED BY TREES.  FOLLOWING IS A NEW COMPLETE
 EJ1909'DESCRIPTION.
 EJ1909'
 EJ1909'THE STATION IS LOCATED ON A HIGH POINT ON A LONG RIDGE ABOUT
 EJ1909'2-1/2 MILES NORTHWEST OF APLIN AND ABOUT 3 MILES SOUTHEAST OF
 EJ1909'CASA.
 EJ1909'
 EJ1909'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EJ1909'155 AND 10 IN CASA, GO EAST ON HIGHWAY 10 FOR 0.75 MILES TO
 EJ1909'A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY
 EJ1909'ON THE GRAVELED ROAD FOR 4.7 MILES TO THE TOP OF A RIDGE
 EJ1909'AND A BLADED ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY
 EJ1909'ON THE BLADED AND TRACK ROAD FOR 0.3 MILE TO A POWER LINE
 EJ1909'CROSSING.  CONTINUE WESTERLY ON THE TOP OF THE RIDGE FOR
 EJ1909'1.1 MILES TO THE STATION ON THE RIGHT.
 EJ1909'
 EJ1909'THE STATION MARK IS A STANDARD DISK STAMPED CASA 1940, SET
 EJ1909'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EJ1909'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 EJ1909'NORTH-NORTHWEST OF THE CENTER OF THE TRACK ROAD, 8.5 FEET
 EJ1909'WEST-NORTHWEST OF AN 8-INCH PINE TREE AND 3 FEET EAST-NORTHEAST
 EJ1909'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 EJ1909'
 EJ1909'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CASA NO 2 1940,
 EJ1909'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 EJ1909'IS FLUSH WITH THE GROUND SURFACE.  IT IS 77 FEET SOUTH-SOUTHEAST
 EJ1909'OF THE METAL WITNESS POST AND 57 FEET SOUTH-SOUTHEAST OF THE
 EJ1909'CENTER OF THE TRACK ROAD.
 EJ1909'
 EJ1909'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CASA 1940 NO 3
 EJ1909'1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 EJ1909'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 14.5 FEET
 EJ1909'EAST-NORTHEAST OF A 24-INCH OAK TREE, 9 FEET SOUTH-SOUTHEAST
 EJ1909'OF THE CENTER OF THE TRACK ROAD AND 1.5 FEET WEST-SOUTHWEST
 EJ1909'OF A METAL WITNESS POST.
 EJ1909'
 EJ1909'REFERENCE MARK 2 TO REFERENCE MARK 3 OBSTRUCTED BY PINE TREES.
 EJ1909'
 EJ1909'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES
 EJ1909'SOUTHEAST OF CASA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0677 ***********************************************************************
 GF0677  DESIGNATION -  CASAHOME
 GF0677  PID         -  GF0677
 GF0677  STATE/COUNTY-  AR/MARION
 GF0677  USGS QUAD   -  BIG FLAT (1966)
 GF0677
 GF0677                         *CURRENT SURVEY CONTROL
 GF0677  ___________________________________________________________________
 GF0677* NAD 83(1997)-  36 04 31.24051(N)    092 29 52.94648(W)     ADJUSTED  
 GF0677* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 GF0677  ___________________________________________________________________
 GF0677  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GF0677  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0677
 GF0677  HORZ ORDER  -  FIRST
 GF0677
 GF0677.The horizontal coordinates were established by classical geodetic methods
 GF0677.and adjusted by the National Geodetic Survey in September 1999..
 GF0677
 GF0677.The orthometric height was scaled from a topographic map.
 GF0677
 GF0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0677
 GF0677.The geoid height was determined by GEOID03.
 GF0677
 GF0677;                    North         East     Units Scale Factor Converg.
 GF0677;SPC AR N     -   193,378.980   355,138.989   MT  0.99997258   -0 17 23.3
 GF0677;SPC AR N     -   634,444.20  1,165,151.83   sFT  0.99997258   -0 17 23.3
 GF0677;UTM  15      - 3,992,421.906   545,197.506   MT  0.99962517   +0 17 44.1
 GF0677
 GF0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0677!SPC AR N     -   0.99994383  x   0.99997258  =   0.99991641
 GF0677!UTM  15      -   0.99994383  x   0.99962517  =   0.99956902
 GF0677
 GF0677|---------------------------------------------------------------------|
 GF0677| PID    Reference Object                     Distance      Geod. Az  |
 GF0677|                                                           dddmmss.s |
 GF0677| CI1377 CASAHOME RM 1                        19.148 METERS 06545     |
 GF0677| FG1770 BARR                                APPROX.21.2 KM 1920423.6 |
 GF0677| CI1378 CASAHOME RM 2                        18.895 METERS 28921     |
 GF0677|---------------------------------------------------------------------|
 GF0677
 GF0677                          SUPERSEDED SURVEY CONTROL
 GF0677
 GF0677  NAD 83(1986)-  36 04 31.25201(N)    092 29 52.94710(W) AD(       ) 1
 GF0677  NAD 27      -  36 04 30.99400(N)    092 29 52.36500(W) AD(       ) 1
 GF0677
 GF0677.Superseded values are not recommended for survey control.
 GF0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0677.See file dsdata.txt to determine how the superseded data were derived.
 GF0677
 GF0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4519892422(NAD 83)
 GF0677_MARKER: DS = TRIANGULATION STATION DISK
 GF0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0677
 GF0677  HISTORY     - Date     Condition        Report By
 GF0677  HISTORY     - 1953     MONUMENTED       CGS
 GF0677  HISTORY     - 1965     GOOD             CGS
 GF0677
 GF0677                          STATION DESCRIPTION
 GF0677
 GF0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0677'THE STATION IS IN SEC. 32, T 17 N, R 14 W, 6 MILES NORTH
 GF0677'OF HARRIET, 3/4 MILE NORTH OF THE SEARCY-MARION COUNTY
 GF0677'LINE, 44 FEET NORTH OF A TRIANGULAR BLAZED OAK TREE, 37
 GF0677'FEET NORTH OF A GRAVEL ROAD, AND 6.5 FEET NORTH OF A ROUND
 GF0677'WITNESS POST.
 GF0677'
 GF0677'TO REACH THE STATION FROM THE POST OFFICE IN HARRIET GO
 GF0677'NORTH ON A GRAVEL ROAD FOR 3.6 MILES TO A FORK AND A CHURCH AND
 GF0677'CEMETERY, TAKE RIGHT FORK AND GO NORTHERLY FOR 3.4 MILES
 GF0677'TO A FORK AND A CHURCH ON THE RIGHT, TAKE RIGHT FORK AND GO
 GF0677'NORTHEASTERLY FOR 0.2 MILE TO ANOTHER FORK, TAKE LEFT FORK AND
 GF0677'GO FOR 2.0 MILES TO A FORK AND A HOUSE ON THE LEFT, TAKE
 GF0677'LEFT FORK AND GO UP HILL FOR 0.35 MILE TO A FORK, TAKE LEFT
 GF0677'FORK AND GO FOR 0.25 MILE TO A FORK, TAKE LEFT FORK AND GO FOR
 GF0677'0.1 MILE TO THE TOP OF THE RIDGE, A TRIANGULAR BLAZED OAK
 GF0677'TREE ON THE LEFT AND THE STATION MARK ON THE LEFT AS
 GF0677'DESCRIBED.
 GF0677'
 GF0677'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GF0677'CASAHOME 1953.
 GF0677'
 GF0677'REFERENCE MARK NO. 1 IS 75 FEET NORTHEAST OF THE BLAZED
 GF0677'OAK TREE AND 60 FEET NORTH OF THE ROAD.  THE MARK PROJECTS
 GF0677'6 INCHES AND THE DISK IS STAMPED CASAHOME NO 1 1953.
 GF0677'
 GF0677'REFERENCE MARK NO. 2 IS 60 FEET NORTH OF THE ROAD.  THE MARK
 GF0677'PROJECTS 6 INCHES AND THE DISK IS STAMPED CASAHOME NO 2
 GF0677'1953.
 GF0677'
 GF0677'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 GF0677'
 GF0677'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0677
 GF0677                          STATION RECOVERY (1965)
 GF0677
 GF0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0677'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0677'CONDITION.  NO AZIMUTH WAS SET AT THIS STATION.  A METAL
 GF0677'WITNESS POST WAS NAULED TO A ROUND WOODEN POST NEAR THE
 GF0677'STATION.
 GF0677'
 GF0677'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0677'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1035 ***********************************************************************
 GE1035  DESIGNATION -  CASE
 GE1035  PID         -  GE1035
 GE1035  STATE/COUNTY-  AR/GREENE
 GE1035  USGS QUAD   -  O'KEAN (1992)
 GE1035
 GE1035                         *CURRENT SURVEY CONTROL
 GE1035  ___________________________________________________________________
 GE1035* NAD 83(1997)-  36 12 28.27964(N)    090 45 38.31610(W)     ADJUSTED  
 GE1035* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 GE1035  ___________________________________________________________________
 GE1035  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GE1035  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GE1035
 GE1035  HORZ ORDER  -  THIRD
 GE1035
 GE1035.The horizontal coordinates were established by classical geodetic methods
 GE1035.and adjusted by the National Geodetic Survey in September 1999..
 GE1035
 GE1035.The orthometric height was scaled from a topographic map.
 GE1035
 GE1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1035
 GE1035.The geoid height was determined by GEOID03.
 GE1035
 GE1035;                    North         East     Units Scale Factor Converg.
 GE1035;SPC AR N     -   208,670.303   511,447.500   MT  0.99999506   +0 43 16.2
 GE1035;SPC AR N     -   684,612.49  1,677,974.01   sFT  0.99999506   +0 43 16.2
 GE1035;UTM  15      - 4,009,327.665   701,312.555   MT  1.00009937   +1 19 23.8
 GE1035
 GE1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1035!SPC AR N     -   0.99999126  x   0.99999506  =   0.99998632
 GE1035!UTM  15      -   0.99999126  x   1.00009937  =   1.00009063
 GE1035
 GE1035|---------------------------------------------------------------------|
 GE1035| PID    Reference Object                     Distance      Geod. Az  |
 GE1035|                                                           dddmmss.s |
 GE1035| CI4078 CASE RM 1                            27.231 METERS 02255     |
 GE1035| CI4079 CASE RM 2                            25.835 METERS 07821     |
 GE1035| CI4077 CASE AZ MK                                         2301401.2 |
 GE1035|---------------------------------------------------------------------|
 GE1035
 GE1035                          SUPERSEDED SURVEY CONTROL
 GE1035
 GE1035  NAD 83(1986)-  36 12 28.28864(N)    090 45 38.31565(W) AD(       ) 3
 GE1035  NAD 27      -  36 12 28.04830(N)    090 45 37.90780(W) AD(       ) 3
 GE1035
 GE1035.Superseded values are not recommended for survey control.
 GE1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1035.See file dsdata.txt to determine how the superseded data were derived.
 GE1035
 GE1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0131309328(NAD 83)
 GE1035_MARKER: DS = TRIANGULATION STATION DISK
 GE1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1035_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1035
 GE1035  HISTORY     - Date     Condition        Report By
 GE1035  HISTORY     - 1955     MONUMENTED       CGS
 GE1035
 GE1035                          STATION DESCRIPTION
 GE1035
 GE1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1035'THE STATION IS 9.25 MILES SOUTHEAST OF BIGGERS, 2.5 MILES
 GE1035'SOUTHWEST OF DELAPLAINE, 63.0 FEET EAST-NORTHEAST OF STATE
 GE1035'HIGHWAYS 34 AND 90, 15.0 FEET NORTH OF A FIELD ROAD, 15.0 FEET
 GE1035'NORTHEAST OF A GATE POST, 12.0 FEET EAST-NORTHEAST OF A
 GE1035'FENCE LINE AND THE WHITE WITNESS POST.
 GE1035'
 GE1035'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 90 IN
 GE1035'DELPLAINE, FOLLOW STATE HIGHWAYS 34 AND 90 SOUTHWESTERLY
 GE1035'FOR 2.6 MILES TO A GATE ON THE LEFT AND STATION.
 GE1035'
 GE1035'THE STATION MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 GE1035'CASE 1955.
 GE1035'
 GE1035'REFERENCE MARK 1 IS 45 FEET EAST OF CENTER OF THE HIGHWAY AND 2.5
 GE1035'FEET EAST OF A FENCE LINE, THE MARK PROJECTS ABOUT 1 INCH
 GE1035'AND THE DISK IS STAMPED CASE NO 1 1955.
 GE1035'
 GE1035'REFERENCE MARK 2 IS 75 FEET EAST OF A FENCE LINE AND 20 FEET
 GE1035'NORTH OF A FIELD ROAD, THE MARK PROJECTS ABOUT 1 INCH AND THE
 GE1035'DISK IS STAMPED CASE NO 2 1955.
 GE1035'
 GE1035'THE AZIMUTH MARK IS 40 FEET NORTHWEST OF THE CENTER OF THE
 GE1035'HIGHWAY AND 4.0 FEET NORTHWEST OF A WHITE WITNESS POST, THE
 GE1035'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CASE
 GE1035'1955.
 GE1035'
 GE1035'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 GE1035'ON STATE HIGHWAYS 34 AND 90 FOR 0.55 MILE TO THE MARK ON THE
 GE1035'RIGHT AS DESCRIBED.
 GE1035'
 GE1035'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1773 ***********************************************************************
 FF1773  DESIGNATION -  CASH
 FF1773  PID         -  FF1773
 FF1773  STATE/COUNTY-  AR/JACKSON
 FF1773  USGS QUAD   -  SWIFTON EAST (1980)
 FF1773
 FF1773                         *CURRENT SURVEY CONTROL
 FF1773  ___________________________________________________________________
 FF1773* NAD 83(1997)-  35 45 11.95294(N)    091 04 02.05175(W)     ADJUSTED  
 FF1773* NAVD 88     -        74.06   (+/-2cm)     243.0    (feet)  VERTCON   
 FF1773  ___________________________________________________________________
 FF1773  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FF1773  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FF1773
 FF1773  HORZ ORDER  -  THIRD
 FF1773  VERT ORDER  -  THIRD ? (See Below)
 FF1773
 FF1773.The horizontal coordinates were established by classical geodetic methods
 FF1773.and adjusted by the National Geodetic Survey in September 1999..
 FF1773
 FF1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1773.The vertical order pertains to the NGVD 29 superseded value.
 FF1773
 FF1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1773
 FF1773.The geoid height was determined by GEOID03.
 FF1773
 FF1773;                    North         East     Units Scale Factor Converg.
 FF1773;SPC AR N     -   157,935.752   484,356.223   MT  0.99994027   +0 32 34.0
 FF1773;SPC AR N     -   518,160.88  1,589,092.04   sFT  0.99994027   +0 32 34.0
 FF1773;UTM  15      - 3,958,311.151   674,746.852   MT  0.99997630   +1 07 46.5
 FF1773
 FF1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1773!SPC AR N     -   0.99999272  x   0.99994027  =   0.99993299
 FF1773!UTM  15      -   0.99999272  x   0.99997630  =   0.99996902
 FF1773
 FF1773|---------------------------------------------------------------------|
 FF1773| PID    Reference Object                     Distance      Geod. Az  |
 FF1773|                                                           dddmmss.s |
 FF1773| CI1383 CASH RM 1                            30.266 METERS 11918     |
 FF1773| CI1382 CASH AZ MK                                         2441345.3 |
 FF1773| CI1384 CASH RM 2                            26.033 METERS 33356     |
 FF1773|---------------------------------------------------------------------|
 FF1773
 FF1773                          SUPERSEDED SURVEY CONTROL
 FF1773
 FF1773  NAD 83(1997)-  35 45 11.95642(N)    091 04 02.04733(W) AD(       ) 3
 FF1773  NAD 83(1986)-  35 45 11.96410(N)    091 04 02.05292(W) AD(       ) 3
 FF1773  NAD 27      -  35 45 11.68740(N)    091 04 01.60920(W) AD(       ) 3
 FF1773  NGVD 29 (07/19/86)   73.99   (m)          242.7    (f) LEVELING    3  
 FF1773
 FF1773.Superseded values are not recommended for survey control.
 FF1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1773.See file dsdata.txt to determine how the superseded data were derived.
 FF1773
 FF1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7474758311(NAD 83)
 FF1773_MARKER: DS = TRIANGULATION STATION DISK
 FF1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1773
 FF1773  HISTORY     - Date     Condition        Report By
 FF1773  HISTORY     - 1954     MONUMENTED       CGS
 FF1773  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF1773
 FF1773                          STATION DESCRIPTION
 FF1773
 FF1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1773'THE STATION IS ABOUT 7-1/2 MILES EAST OF TUCKERMAN, 6 MILES
 FF1773'SOUTHEAST OF SWIFTON, IN SECTION 14, T 13 N., R 1 W., IN
 FF1773'THE NORTHWEST CORNER OF A CHURCH YARD.  IT IS 21 FEET EAST
 FF1773'OF THE CENTER OF THE ROAD, 21 FEET SOUTH OF THE NORTH BOUNDARY
 FF1773'LINE FENCE OF THE CHURCH YARD, 7 FEET NORTHWEST OF A 4 BY
 FF1773'4 INCH WHITE WITNESS POST.
 FF1773'
 FF1773'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND U.S. HIGHWAY
 FF1773'67 IN TUCKERMAN, GO NORTH ON U.S. HIGHWAY 67 FOR 1.4 MILES
 FF1773'TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW THE GRAVEL ROAD
 FF1773'EASTERLY FOR 2.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 FF1773'FOLLOW THE ROAD EAST FOR 3.5 MILES TO A CROSSROADS, (TO REACH
 FF1773'THE AZIMUTH MARK GO SOUTH FOR 0.1 MILE), CONTINUE EAST FOR
 FF1773'0.3 MILE TO THE CHURCH AND STATION.
 FF1773'
 FF1773'THE STATION MARK IS SET ABOUT FLUSH WITH THE GROUND AND
 FF1773'THE DISK IS STAMPED CASH 1954.
 FF1773'
 FF1773'REFERENCE MARK 1 IS 95 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FF1773'OF THE CHURCH, 60 FEET SOUTH OF THE NORTH BOUNDARY LINE FENCE OF
 FF1773'THE CHURCH YARD.  THE MARK IS SET ABOUT FLUSH WITH THE GROUND AND
 FF1773'THE DISK IS STAMPED CASH NO 1 1954.
 FF1773'
 FF1773'REFERENCE MARK 2 IS 10 FEET WEST OF THE CENTER OF THE ROAD,
 FF1773'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 FF1773'CASH NO 2 1954.
 FF1773'
 FF1773'AZIMUTH MARK IS 27 FEET WEST OF CENTER OF THE ROAD, 1 FOOT
 FF1773'EAST OF THE FENCE LINE AND 2 FEET NORTHWEST OF A 4 BY 4
 FF1773'INCH WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES
 FF1773'AND THE DISK IS STAMPED CASH 1954.
 FF1773'
 FF1773'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF1773
 FF1773                          STATION RECOVERY (2002)
 FF1773
 FF1773'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2131 ***********************************************************************
 FF2131  DESIGNATION -  CASH R BRANDS RICE MILLS ELEV
 FF2131  PID         -  FF2131
 FF2131  STATE/COUNTY-  AR/CRAIGHEAD
 FF2131  USGS QUAD   -  CASH (1980)
 FF2131
 FF2131                         *CURRENT SURVEY CONTROL
 FF2131  ___________________________________________________________________
 FF2131* NAD 83(1997)-  35 47 40.19385(N)    090 55 40.00646(W)     ADJUSTED  
 FF2131* NAVD 88     -                                                        
 FF2131  ___________________________________________________________________
 FF2131  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FF2131  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF2131
 FF2131  HORZ ORDER  -  THIRD
 FF2131
 FF2131.The horizontal coordinates were established by classical geodetic methods
 FF2131.and adjusted by the National Geodetic Survey in September 1999..
 FF2131
 FF2131
 FF2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2131
 FF2131.The geoid height was determined by GEOID03.
 FF2131
 FF2131;                    North         East     Units Scale Factor Converg.
 FF2131;SPC AR N     -   162,632.522   496,918.067   MT  0.99994265   +0 37 26.1
 FF2131;SPC AR N     -   533,570.20  1,630,305.36   sFT  0.99994265   +0 37 26.1
 FF2131;UTM  15      - 3,963,136.804   687,260.649   MT  1.00003212   +1 12 44.5
 FF2131
 FF2131                          SUPERSEDED SURVEY CONTROL
 FF2131
 FF2131  NAD 83(1997)-  35 47 40.20239(N)    090 55 40.00411(W) AD(       ) 4
 FF2131  NAD 83(1986)-  35 47 40.20483(N)    090 55 40.00720(W) AD(       ) 4
 FF2131  NAD 27      -  35 47 39.93000(N)    090 55 39.57900(W) AD(       ) 3
 FF2131
 FF2131.Superseded values are not recommended for survey control.
 FF2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2131.See file dsdata.txt to determine how the superseded data were derived.
 FF2131
 FF2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8726163137(NAD 83)
 FF2131_MARKER: 65 = GRAIN ELEVATOR
 FF2131
 FF2131  HISTORY     - Date     Condition        Report By
 FF2131  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2131
 FF2131                          STATION DESCRIPTION
 FF2131
 FF2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2131'THE STATION IS LOCATED SOUTHEAST OF THE BUSINESS DISTRICT
 FF2131'OF THE TOWN OF CASH, 0.5 MILES EAST OF STATE HIGHWAY 18
 FF2131'AND JUST NORTH OF THE COUNTY ROAD LEADING EAST OUT OF CASH
 FF2131'TO GIBSON.
 FF2131'
 FF2131'THE ELEVATOR IS OWNED BY THE CASH RIVER BRANDS RICE MILL
 FF2131'INC.  THE WEST PART OF THE ELEVATOR CONSISTS OF 12 ROUND
 FF2131'CONCRETE (SILO TYPE) STORAGE BINS CAPPED BY A GALVANIZED
 FF2131'IRON STRUCTURE SLIGHTLY LOWER THAN THE EAST PART WHICH IS
 FF2131'ABOUT 90 FEET HIGH, ATTACHED TO THE STORAGE BIN AND IS MADE
 FF2131'OF UNPAINTED GALVANIZED IRON.
 FF2131'
 FF2131'THE POINT INTERSECTED WAS THE SMALL CUPOLA OR VENTILATER
 FF2131'COVER LOCATED IN THE CENTER OF THE HIGHEST PART AND NEAR
 FF2131'THE NORTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2923 ***********************************************************************
 EH2923  DESIGNATION -  CASSCOE RAD STA R 0120 MAST
 EH2923  PID         -  EH2923
 EH2923  STATE/COUNTY-  AR/ARKANSAS
 EH2923  USGS QUAD   -  ABERDEEN (1968)
 EH2923
 EH2923                         *CURRENT SURVEY CONTROL
 EH2923  ___________________________________________________________________
 EH2923* NAD 83(1997)-  34 32 01.93527(N)    091 18 50.58311(W)     ADJUSTED  
 EH2923* NAVD 88     -                                                        
 EH2923  ___________________________________________________________________
 EH2923  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EH2923  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH2923
 EH2923  HORZ ORDER  -  THIRD
 EH2923
 EH2923.The horizontal coordinates were established by classical geodetic methods
 EH2923.and adjusted by the National Geodetic Survey in September 1999..
 EH2923
 EH2923
 EH2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2923
 EH2923.The geoid height was determined by GEOID03.
 EH2923
 EH2923;                    North         East     Units Scale Factor Converg.
 EH2923;SPC AR S     -   607,310.445   462,968.847   MT  0.99995636   +0 23 02.1
 EH2923;SPC AR S     - 1,992,484.35  1,518,923.63   sFT  0.99995636   +0 23 02.1
 EH2923;UTM  15      - 3,822,643.780   654,721.022   MT  0.99989507   +0 57 21.4
 EH2923
 EH2923                          SUPERSEDED SURVEY CONTROL
 EH2923
 EH2923  NAD 83(1986)-  34 32 01.94231(N)    091 18 50.57872(W) AD(       ) 4
 EH2923  NAD 27      -  34 32 01.59133(N)    091 18 50.13405(W) AD(       ) 3
 EH2923
 EH2923.Superseded values are not recommended for survey control.
 EH2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2923.See file dsdata.txt to determine how the superseded data were derived.
 EH2923
 EH2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5472122644(NAD 83)
 EH2923_MARKER: 42 = RADIO/TV MAST
 EH2923
 EH2923  HISTORY     - Date     Condition        Report By
 EH2923  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2923
 EH2923                          STATION DESCRIPTION
 EH2923
 EH2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2923'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ALONG
 EH2923'THE NORTH SIDE OF STATE HIGHWAY 146, ABOUT 8 MILES SOUTHEAST
 EH2923'OF ROE, 8 MILES SOUTHWEST OF HOLLY GROVE.  IT IS A GUYED STEEL
 EH2923'MAST PAINTED IN ALTERNATE SECTIONS WITH INTERNATIONAL ORANGE
 EH2923'AND WHITE, AND IS AT THE SOUTHEAST CORNER OF A SMALL ALUMINUM
 EH2923'TRANSMITTER BUILDING.  IT IS OWNED AND OPERATED BY THE ARKANSAS
 EH2923'STATE HIGHWAY DEPARTMENT.  THE OVERALL HEIGHT IS 200 FEET.
 EH2923'
 EH2923'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146
 EH2923'AND 33, 7-1/2 SOUTHEAST OF ROE, GO EAST ON STATE HIGHWAY 146
 EH2923'FOR 0.65 MILES TO A WIRE GATE ON THE LEFT AND THE STATION ON
 EH2923'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1551 ***********************************************************************
 DL1551  DESIGNATION -  CATS
 DL1551  PID         -  DL1551
 DL1551  STATE/COUNTY-  AR/HEMPSTEAD
 DL1551  USGS QUAD   -  WASHINGTON (1951)
 DL1551
 DL1551                         *CURRENT SURVEY CONTROL
 DL1551  ___________________________________________________________________
 DL1551* NAD 83(1997)-  33 48 05.49664(N)    093 42 09.62190(W)     ADJUSTED  
 DL1551* NAVD 88     -       149.69   (+/-2cm)     491.1    (feet)  VERTCON   
 DL1551  ___________________________________________________________________
 DL1551  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DL1551  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DL1551
 DL1551  HORZ ORDER  -  FIRST
 DL1551  VERT ORDER  -  THIRD ? (See Below)
 DL1551
 DL1551.The horizontal coordinates were established by classical geodetic methods
 DL1551.and adjusted by the National Geodetic Survey in September 1999..
 DL1551
 DL1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1551.The vertical order pertains to the NGVD 29 superseded value.
 DL1551
 DL1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1551
 DL1551.The geoid height was determined by GEOID03.
 DL1551
 DL1551;                    North         East     Units Scale Factor Converg.
 DL1551;SPC AR S     -   527,180.815   242,352.877   MT  0.99992668   -0 57 10.7
 DL1551;SPC AR S     - 1,729,592.39    795,119.40   sFT  0.99992668   -0 57 10.7
 DL1551;UTM  15      - 3,740,371.907   434,958.541   MT  0.99965215   -0 23 27.3
 DL1551
 DL1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1551!SPC AR S     -   0.99998075  x   0.99992668  =   0.99990743
 DL1551!UTM  15      -   0.99998075  x   0.99965215  =   0.99963290
 DL1551
 DL1551|---------------------------------------------------------------------|
 DL1551| PID    Reference Object                     Distance      Geod. Az  |
 DL1551|                                                           dddmmss.s |
 DL1551| CX5566 CATS RM 2                            38.877 METERS 00404     |
 DL1551| CX5565 CATS RM 1                            35.430 METERS 10357     |
 DL1551| CX5564 CATS AZ MK                                         1253722.6 |
 DL1551|---------------------------------------------------------------------|
 DL1551
 DL1551                          SUPERSEDED SURVEY CONTROL
 DL1551
 DL1551  NAD 83(1997)-  33 48 05.50351(N)    093 42 09.61611(W) AD(       ) 1
 DL1551  NAD 83(1986)-  33 48 05.50552(N)    093 42 09.61175(W) AD(       ) 1
 DL1551  NAD 27      -  33 48 05.08600(N)    093 42 08.96400(W) AD(       ) 1
 DL1551  NGVD 29 (07/19/86)  149.70   (m)          491.1    (f) LEVELING    3  
 DL1551
 DL1551.Superseded values are not recommended for survey control.
 DL1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1551.See file dsdata.txt to determine how the superseded data were derived.
 DL1551
 DL1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3495940372(NAD 83)
 DL1551_MARKER: DS = TRIANGULATION STATION DISK
 DL1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1551
 DL1551  HISTORY     - Date     Condition        Report By
 DL1551  HISTORY     - 1941     MONUMENTED       CGS
 DL1551  HISTORY     - 1957     GOOD             CGS
 DL1551  HISTORY     - 1962     GOOD             CGS
 DL1551
 DL1551                          STATION DESCRIPTION
 DL1551
 DL1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1551'STATION IS ABOUT 2.5 MILES NW OF THE TOWN OF WASHINGTON, IN
 DL1551'THE SW 1/4 OF SEC. 16, T. 11 S, R. 25 W, ON LAND OWNED BY T.N.
 DL1551'CATS.  IT IS ON THE N SIDE AND ADJACENT TO STATE HIGHWAY 4,
 DL1551'80 FEET NE OF THE CENTER LINE OF THE HIGHWAY, 50 FEET W OF
 DL1551'THE CENTER LINE OF A DIRT ROAD, 30 FEET NE OF A FENCE AND
 DL1551'6.5 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED CATS 1941
 DL1551'AND PROJECTS ABOUT 4 INCHES.
 DL1551'
 DL1551'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1551'BRONZE DISKS SET IN CONCRETE.                             ,
 DL1551'
 DL1551'REFERENCE MARK NO. 1 IS 0.5 FOOT W OF A FENCE, 45 FEET N OF
 DL1551'A CATTLE GUARD, 75 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 DL1551'4, AND 12 FEET E OF THE CENTER LINE OF A DIRT ROAD.  IT IS
 DL1551'STAMPED CATS NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 DL1551'
 DL1551'REFERENCE MARK NO. 2 IS 60 FEET N OF A FENCE CORNER, 15 FEET
 DL1551'E OF THE CENTER LINE OF A DIRT ROAD AND 1 FOOT W OF A FENCE.
 DL1551'IT IS STAMPED CATS NO. 2 1941 AND PROJECTS ABOUT 4 INCHES.
 DL1551'
 DL1551'THE AZIMUTH MARK IS 45 FEET NE OF THE CENTER LINE OF STATE
 DL1551'HIGHWAY 4, 16 FEET S OF A FENCE CORNER, 2 FEET N OF A WHITE
 DL1551'REFERENCE POST AND 1 FOOT SW OF A FENCE.  IT IS STAMPED CATS
 DL1551'1941 AND PROJECTS ABOUT 6 INCHES.
 DL1551'
 DL1551'A 103-FOOT SIGNAL AT DE ANN IS VISIBLE AT 90 FEET.
 DL1551'
 DL1551'A 103-FOOT SIGNAL AT WASHINGTON MAG IS VISIBLE AT 64 FEET.
 DL1551'
 DL1551'A 90-FOOT SIGNAL AT LASSETER IS VISIBLE AT 80 FEET.
 DL1551'
 DL1551'A 103-FOOT SIGNAL AT BETTS IS VISIBLE AT 90 FEET.
 DL1551'
 DL1551'A 116-FOOT SIGNAL AT MC NAB IS VISIBLE AT 90 FEET.
 DL1551'
 DL1551'A 103-FOOT SIGNAL AT YANCY IS VISIBLE AT 90 FEET.
 DL1551
 DL1551                          STATION RECOVERY (1957)
 DL1551
 DL1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1551'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 DL1551'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DL1551'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DL1551'
 DL1551'THE STATION IS ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF OZAN AND
 DL1551'ABOUT 2-1/4 MILES NORTH-NORTHWEST OF WASHINGTON IN PASTURE
 DL1551'LAND OWNED BY MR. RUSH JONES.  THE STATION MARK IS 158 FEET
 DL1551'WEST OF THE CENTER OF THE CATTLE GUARD, 72 FEET NORTH OF THE
 DL1551'CENTER OF STATE HIGHWAY 4, 45 FEET SOUTH OF THE CENTER OF A
 DL1551'GRAVELED ROAD AND 28 FEET NORTH OF AN EAST-WEST FENCE LINE.
 DL1551'IT PROJECTS 3 INCHES AND IS STAMPED CATS 1941.
 DL1551'
 DL1551'REFERENCE MARK NO. 1 IS 47 FEET NORTHWEST OF THE CENTER OF THE
 DL1551'CATTLE GUARD, 8 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 DL1551'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 8
 DL1551'INCHES AND IS STAMPED CATS NO 1 1941.
 DL1551'
 DL1551'REFERENCE MARK NO. 2 IS 16 FEET NORTHEAST OF THE CENTER OF
 DL1551'THE GRAVELED ROAD AND 6 INCHES SOUTHWEST OF THE FENCE LINE.
 DL1551'IT PROJECTS 6 INCHES AND IS STAMPED CATS NO 2 1941.
 DL1551'
 DL1551'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 186.74 FEET.
 DL1551'
 DL1551'THE AZIMUTH MARK IS 46 FEET NORTH OF THE CENTER OF STATE
 DL1551'HIGHWAY 4, 14 FEET SOUTHEAST OF A T FENCE CORNER, 2 FEET
 DL1551'SOUTH OF A FENCE LINE AND 1-1/2 FEET WEST OF A WITNESS POST.
 DL1551'IT PROJECTS 3 INCHES AND IS STAMPED CATS 1941.
 DL1551'
 DL1551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4
 DL1551'AND 32, JUST WEST OF THE POST OFFICE IN WASHINGTON, GO NORTH
 DL1551'ON STATE HIGHWAY 4 FOR 2.15 MILES TO THE AZIMUTH MARK ON
 DL1551'THE RIGHT.  CONTINUE NORTHERLY ON STATE HIGHWAY 4 FOR 0.15
 DL1551'MILE TO A CATTLE GUARD ON THE RIGHT, TURN RIGHT ACROSS THE
 DL1551'CATTLE GUARD AND GO WEST ON THE GRAVELED ROAD FOR ABOUT 50
 DL1551'YARDS TO THE STATION AND REFERENCE MARKS AS DESCRIBED.
 DL1551
 DL1551                          STATION RECOVERY (1962)
 DL1551
 DL1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DL1551'THIS STATION RECOVERED AS DESCRIBED BY R.L.E. IN 1957 AND
 DL1551'ALL MARKS FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH
 DL1551'THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0847 ***********************************************************************
 EK0847  DESIGNATION -  CAUTHRON RESET
 EK0847  PID         -  EK0847
 EK0847  STATE/COUNTY-  AR/SCOTT
 EK0847  USGS QUAD   -  CAUTHRON (1979)
 EK0847
 EK0847                         *CURRENT SURVEY CONTROL
 EK0847  ___________________________________________________________________
 EK0847* NAD 83(1997)-  34 54 56.06880(N)    094 18 55.95567(W)     ADJUSTED  
 EK0847* NAVD 88     -       201.37   (+/-2cm)     660.7    (feet)  VERTCON   
 EK0847  ___________________________________________________________________
 EK0847  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 EK0847  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 EK0847
 EK0847  HORZ ORDER  -  SECOND
 EK0847  VERT ORDER  -  THIRD ? (See Below)
 EK0847
 EK0847.The horizontal coordinates were established by classical geodetic methods
 EK0847.and adjusted by the National Geodetic Survey in September 1999..
 EK0847
 EK0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0847.The vertical order pertains to the NGVD 29 superseded value.
 EK0847
 EK0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0847
 EK0847.The geoid height was determined by GEOID03.
 EK0847
 EK0847;                    North         East     Units Scale Factor Converg.
 EK0847;SPC AR N     -    67,083.271   188,420.168   MT  1.00000354   -1 20 50.7
 EK0847;SPC AR N     -   220,089.03    618,175.17   sFT  1.00000354   -1 20 50.7
 EK0847;UTM  15      - 3,864,470.410   379,827.661   MT  0.99977799   -0 45 11.0
 EK0847
 EK0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0847!SPC AR N     -   0.99997327  x   1.00000354  =   0.99997681
 EK0847!UTM  15      -   0.99997327  x   0.99977799  =   0.99975126
 EK0847
 EK0847|---------------------------------------------------------------------|
 EK0847| PID    Reference Object                     Distance      Geod. Az  |
 EK0847|                                                           dddmmss.s |
 EK0847| CX5571 CAUTHRON RM 3                        24.983 METERS 00618     |
 EK0847| CX5569 CAUTHRON RM 1                        23.567 METERS 00633     |
 EK0847| CX5568 CAUTHRON AZ MK RESET                               0570411.6 |
 EK0847| CX5567 CAUTHRON AZ MK                                     0574906.9 |
 EK0847| CX5570 CAUTHRON RM 2                        13.655 METERS 07049     |
 EK0847| EK0849 POTEAU MTN LOOKOUT TOWER            APPROX. 7.5 KM 3141310.9 |
 EK0847|---------------------------------------------------------------------|
 EK0847
 EK0847                          SUPERSEDED SURVEY CONTROL
 EK0847
 EK0847  NAD 83(1997)-  34 54 56.07397(N)    094 18 55.95538(W) AD(       ) 2
 EK0847  NAD 83(1986)-  34 54 56.07468(N)    094 18 55.94931(W) AD(       ) 2
 EK0847  NAD 27      -  34 54 55.72200(N)    094 18 55.17900(W) AD(       ) 2
 EK0847  NGVD 29 (07/19/86)  201.26   (m)          660.3    (f) LEVELING    3  
 EK0847
 EK0847.Superseded values are not recommended for survey control.
 EK0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0847.See file dsdata.txt to determine how the superseded data were derived.
 EK0847
 EK0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7982864470(NAD 83)
 EK0847_MARKER: DS = TRIANGULATION STATION DISK
 EK0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0847
 EK0847  HISTORY     - Date     Condition        Report By
 EK0847  HISTORY     - 1959     MONUMENTED       CGS
 EK0847
 EK0847                          STATION DESCRIPTION
 EK0847
 EK0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0847'THE STATION MARK HAD BEEN HIT BY A ROAD GRADER AND THE TOP OF
 EK0847'THE DISK WAS BROKEN OFF.  THE CENTER OF THE DISK REMAINED
 EK0847'WITH SMALL TRIANGLE AND DOT IN CENTER OF TRIANGLE.  THE
 EK0847'SURFACE STATION MARK WAS DUG UP THEN PLUMBED OVER THE UNDERGROUND
 EK0847'MARK WHICH WAS FOUND IN GOOD CONDITION.  THERE WAS EVIDENCE
 EK0847'THAT THE U.S. GEOLOGICAL SURVEY HAD DETERMINED THE ELEVATION
 EK0847'OF THIS MARK SO IT WAS RESET AT THE SAME ELEVATION.  R.M.
 EK0847'NO. 1 WAS FOUND LYING ON TOP OF THE GROUND.  THIS MARK WAS
 EK0847'RESET AND THE DISK WAS RESTAMPED CAUTHRON NO 3 1959.  IT IS
 EK0847'81.59 FEET NORTH OF THE STATION, 37.5 FEET NORTH OF THE
 EK0847'CENTERLINE OF THE HIGHWAY, 26 FEET EAST OF THE CENTERLINE OF A
 EK0847'NORTH-SOUTH ROAD AND 2 FEET EAST OF A SIGN POST.  THE AZIMUTH
 EK0847'MARK WAS FOUND LYING ON TOP OF THE GROUND.  THIS MARK WAS
 EK0847'RESET AND THE DISK WAS RESTAMPED CAUTHRON 1952 RESET
 EK0847'1959.  IT IS ABOUT 0.2 MILE EAST OF THE STATION, 36 FEET NORTH
 EK0847'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A POWER
 EK0847'LINE POLE AND 1 FOOT SOUTH OF A FENCE LINE.
 EK0847'
 EK0847'THE ANGLE BETWEEN THE POTEAU MT. LOOKOUT TOWER AND R.M. NO.
 EK0847'2 FAILED TO CHECK BY ABOUT 4 MINUTES.  THE DISTANCE BETWEEN THE
 EK0847'STATION AND THIS MARK CHECKED.  THE DISK WAS ALSO BROKEN
 EK0847'OFF FROM THIS MARK BUT THE STEM REMAINED IN THE CONCRETE.
 EK0847'THE CENTER OF THE STEM WAS USED FOR THE REFERENCE MARK.
 EK0847'
 EK0847'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM WALDRON
 EK0847'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0494 ***********************************************************************
 EJ0494  DESIGNATION -  CAVE
 EJ0494  PID         -  EJ0494
 EJ0494  STATE/COUNTY-  AR/JEFFERSON
 EJ0494  USGS QUAD   -  WHITE HALL (1984)
 EJ0494
 EJ0494                         *CURRENT SURVEY CONTROL
 EJ0494  ___________________________________________________________________
 EJ0494* NAD 83(1986)-  34 19 02.     (N)    092 06 24.     (W)     SCALED    
 EJ0494* NAVD 88     -        81.295  (meters)     266.72   (feet)  ADJUSTED  
 EJ0494  ___________________________________________________________________
 EJ0494  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ0494  DYNAMIC HT  -          81.216 (meters)     266.46  (feet)  COMP
 EJ0494  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EJ0494
 EJ0494  VERT ORDER  -  FIRST     CLASS II
 EJ0494
 EJ0494.The horizontal coordinates were scaled from a topographic map and have
 EJ0494.an estimated accuracy of +/- 6 seconds.
 EJ0494
 EJ0494.The orthometric height was determined by differential leveling
 EJ0494.and adjusted by the National Geodetic Survey in June 1991..
 EJ0494
 EJ0494.The geoid height was determined by GEOID03.
 EJ0494
 EJ0494.The dynamic height is computed by dividing the NAVD 88
 EJ0494.geopotential number by the normal gravity value computed on the
 EJ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0494.degrees latitude (g = 980.6199 gals.).
 EJ0494
 EJ0494.The modeled gravity was interpolated from observed gravity values.
 EJ0494
 EJ0494;                    North         East    Units  Estimated Accuracy
 EJ0494;SPC AR S     -   583,070.      390,180.      MT  (+/- 180 meters Scaled)
 EJ0494
 EJ0494                          SUPERSEDED SURVEY CONTROL
 EJ0494
 EJ0494  NGVD 29 (??/??/92)   81.384  (m)          267.01   (f) ADJ UNCH    1 2
 EJ0494
 EJ0494.Superseded values are not recommended for survey control.
 EJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0494.See file dsdata.txt to determine how the superseded data were derived.
 EJ0494
 EJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT821976(NAD 83)
 EJ0494_MARKER: DD = SURVEY DISK
 EJ0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0494_STAMPING: CAVE 1934
 EJ0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0494+STABILITY: SURFACE MOTION
 EJ0494
 EJ0494  HISTORY     - Date     Condition        Report By
 EJ0494  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0494  HISTORY     - 1937     GOOD             ARGS
 EJ0494  HISTORY     - 1970     MARK NOT FOUND   LOCSUR
 EJ0494
 EJ0494                          STATION DESCRIPTION
 EJ0494
 EJ0494'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0494'5.6 MI SE FROM JEFFERSON SPRINGS.
 EJ0494'5.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0494'STATION AT JEFFERSON SPRINGS, JEFFERSON COUNTY, 750 FEET SOUTHEAST OF
 EJ0494'THE DEXTER STATION SIGN, 72 FEET SOUTH OF POLE 379+04, AT A DIRT-ROAD
 EJ0494'CROSSING, 24 FEET SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, AND
 EJ0494'16.4 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STATE SURVEY STANDARD
 EJ0494'DISK, STAMPED CAVE 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0494
 EJ0494                          STATION RECOVERY (1970)
 EJ0494
 EJ0494'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 EJ0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1816 ***********************************************************************
 FG1816  DESIGNATION -  CAZORT
 FG1816  PID         -  FG1816
 FG1816  STATE/COUNTY-  AR/JOHNSON
 FG1816  USGS QUAD   -  LUDWIG (1980)
 FG1816
 FG1816                         *CURRENT SURVEY CONTROL
 FG1816  ___________________________________________________________________
 FG1816* NAD 83(1997)-  35 35 48.42778(N)    093 25 39.14131(W)     ADJUSTED  
 FG1816* NAVD 88     -       629.1    (meters)    2064.     (feet)  VERTCON   
 FG1816  ___________________________________________________________________
 FG1816  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FG1816  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FG1816
 FG1816  HORZ ORDER  -  FIRST
 FG1816
 FG1816.The horizontal coordinates were established by classical geodetic methods
 FG1816.and adjusted by the National Geodetic Survey in September 1999..
 FG1816
 FG1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1816
 FG1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1816
 FG1816.The geoid height was determined by GEOID03.
 FG1816
 FG1816;                    North         East     Units Scale Factor Converg.
 FG1816;SPC AR N     -   141,106.969   270,648.600   MT  0.99993596   -0 49 50.5
 FG1816;SPC AR N     -   462,948.45    887,952.95   sFT  0.99993596   -0 49 50.5
 FG1816;UTM  15      - 3,939,311.683   461,271.591   MT  0.99961848   -0 14 55.9
 FG1816
 FG1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1816!SPC AR N     -   0.99990574  x   0.99993596  =   0.99984170
 FG1816!UTM  15      -   0.99990574  x   0.99961848  =   0.99952425
 FG1816
 FG1816:                Primary Azimuth Mark                     Grid Az
 FG1816:SPC AR N     -  DEVILS RM 3                              009 06 08.9
 FG1816:UTM  15      -  DEVILS RM 3                              008 31 14.3
 FG1816
 FG1816|---------------------------------------------------------------------|
 FG1816| PID    Reference Object                     Distance      Geod. Az  |
 FG1816|                                                           dddmmss.s |
 FG1816| FG1818 DEVILS RM 3                         APPROX.14.3 KM 0081618.4 |
 FG1816| CI1394 CAZORT RM 1                          23.810 METERS 09032     |
 FG1816| CI1395 CAZORT RM 2                          43.166 METERS 15028     |
 FG1816| FG1813 CAZORT LOT                           51.959 METERS 15522     |
 FG1816|---------------------------------------------------------------------|
 FG1816
 FG1816                          SUPERSEDED SURVEY CONTROL
 FG1816
 FG1816  NAD 83(1997)-  35 35 48.43885(N)    093 25 39.14221(W) AD(       ) 1
 FG1816  NAD 83(1986)-  35 35 48.43730(N)    093 25 39.14266(W) AD(       ) 1
 FG1816  NAD 27      -  35 35 48.13812(N)    093 25 38.48292(W) AD(       ) 1
 FG1816  NGVD 29 (07/19/86)  629.1    (m)         2064.     (f) VERT ANG       
 FG1816
 FG1816.Superseded values are not recommended for survey control.
 FG1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1816.See file dsdata.txt to determine how the superseded data were derived.
 FG1816
 FG1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6127239312(NAD 83)
 FG1816_MARKER: DS = TRIANGULATION STATION DISK
 FG1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1816+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 FG1816
 FG1816  HISTORY     - Date     Condition        Report By
 FG1816  HISTORY     - 1971     MONUMENTED       NGS
 FG1816  HISTORY     - 19751125 GOOD             USGS
 FG1816  HISTORY     - 20040815 GOOD             USFS
 FG1816
 FG1816                          STATION DESCRIPTION
 FG1816
 FG1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1816'THE STATION IS ABOUT 22 MILES NORTH AND 17 MILES WEST OF
 FG1816'RUSSELLVILLE, 9 MILES NORTH AND 2 MILES EAST OF CLARKSVILLE, 3-1/2
 FG1816'MILE NORTH OF THE SMALL COMMUNITY OF HILLCREST, IN THE
 FG1816'NORTHWEST 1/4 OF SECTION 22, R. 23 W., T. 11 N., AND ON PROPERTY OF
 FG1816'THE U. S. FOREST SERVICE.
 FG1816'
 FG1816'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FG1816'HIGHWAY 21, ABOUT 1-1/4 MILES EAST OF THE DOWNTOWN SECTION OF
 FG1816'CLARKSVILLE, GO NORTH ON STATE HIGHWAY 21 FOR 3.0 MILES TO THE
 FG1816'JUNCTION WITH STATE HIGHWAY 292 IN LUDWIG.  CONTINUE NORTH ON
 FG1816'STATE HIGHWAY 21 FOR 8.0 MILES TO A REVERSE FORK ON THE RIGHT.
 FG1816'TURN SHARP RIGHT AND GO SOUTHEAST AND EAST FOR 0.8 MILE TO A SIDE
 FG1816'ROAD LEFT.  TURN LEFT AND GO EASTERLY ON ROAD
 FG1816'1403 FOR 0.4 MILE TO A FORK.  KEEP LEFT AND GO
 FG1816'NORTHERLY, UPHILL FOR 0.6 MILE TO THE TOP OF HILL AND
 FG1816'THE STATION.
 FG1816'
 FG1816'STATION MARKS ARE STANDARD DISKS, STAMPED CAZORT 1971.  THE SURFACE
 FG1816'DISK IS SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT,
 FG1816'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29.3 FEET SOUTHEAST
 FG1816'OF A TWIN TRUNK EVERGREEN TREE AND 28.5 FEET NORTHWEST OF A 10-INCH
 FG1816'OAK TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FG1816'CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 FG1816'
 FG1816'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAZORT NO 1 1971, SET IN
 FG1816'THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1816'WITH THE GROUND SURFACE.  IT IS 154.37 FEET NORTH OF THE CENTER OF
 FG1816'THE LOOKOUT TOWER, 45 FEET NORTHEAST OF A 10-INCH OAK TREE AND 33
 FG1816'FEET SOUTHEAST OF THE CENTER OF THE ROAD.
 FG1816'
 FG1816'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAZORT NO 2 1971,
 FG1816'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A FLAGPOLE.  IT IS
 FG1816'24 FEET NORTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 23
 FG1816'FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 FG1816'
 FG1816'NOTE--THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1816'
 FG1816'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FG1816
 FG1816                          STATION RECOVERY (1975)
 FG1816
 FG1816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (FSS)
 FG1816'RECOVERED IN GOOD CONDITION.
 FG1816
 FG1816                          STATION RECOVERY (2004)
 FG1816
 FG1816'RECOVERY NOTE BY US FOREST SERVICE 2004 (HWH)
 FG1816'STATION IS ON PVT CAZORT PROPERTY,
 FG1816'ADDED AL POST (ADP)1'NW /W FS MON DECAL,4.9' TALL,2 FENCED
 FG1816'RADIO/CELL TOWERS ON CAZORT PROPERTY,N 84'FROM STATION TO FENCE
 FG1816'AROUND 1ST TOWER // R1 IS ON US,ADDED ADP N 1'/W FS MON DECAL 5' TALL
 FG1816' 
 FG1816'107' NW TO 1ST TOWER FENCE // R2 IS ON US,MARK AND POLE BASE IN
 FG1816'PLACE /W 2 GALV PIPES 31/2 INCH DIA AND 3.5'TALL 1'SE OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0366 ***********************************************************************
 FG0366  DESIGNATION -  CC 2
 FG0366  PID         -  FG0366
 FG0366  STATE/COUNTY-  AR/CONWAY
 FG0366  USGS QUAD   -  MENIFEE (1991)
 FG0366
 FG0366                         *CURRENT SURVEY CONTROL
 FG0366  ___________________________________________________________________
 FG0366* NAD 83(1986)-  35 14 02.     (N)    092 36 20.     (W)     SCALED    
 FG0366* NAVD 88     -        95.738  (meters)     314.10   (feet)  ADJUSTED  
 FG0366  ___________________________________________________________________
 FG0366  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FG0366  DYNAMIC HT  -          95.648 (meters)     313.81  (feet)  COMP
 FG0366  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FG0366
 FG0366  VERT ORDER  -  SECOND    CLASS 0
 FG0366
 FG0366.The horizontal coordinates were scaled from a topographic map and have
 FG0366.an estimated accuracy of +/- 6 seconds.
 FG0366
 FG0366.The orthometric height was determined by differential leveling
 FG0366.and adjusted by the National Geodetic Survey in June 1991..
 FG0366
 FG0366.The geoid height was determined by GEOID03.
 FG0366
 FG0366.The dynamic height is computed by dividing the NAVD 88
 FG0366.geopotential number by the normal gravity value computed on the
 FG0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0366.degrees latitude (g = 980.6199 gals.).
 FG0366
 FG0366.The modeled gravity was interpolated from observed gravity values.
 FG0366
 FG0366;                    North         East    Units  Estimated Accuracy
 FG0366;SPC AR N     -   100,080.      344,880.      MT  (+/- 180 meters Scaled)
 FG0366
 FG0366                          SUPERSEDED SURVEY CONTROL
 FG0366
 FG0366  NGVD 29 (??/??/92)   95.746  (m)          314.13   (f) ADJ UNCH    2 0
 FG0366
 FG0366.Superseded values are not recommended for survey control.
 FG0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0366.See file dsdata.txt to determine how the superseded data were derived.
 FG0366
 FG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU358990(NAD 83)
 FG0366_MARKER: DD = SURVEY DISK
 FG0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0366_STAMPING: 1939 CC 2
 FG0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0366+STABILITY: SURFACE MOTION
 FG0366
 FG0366  HISTORY     - Date     Condition        Report By
 FG0366  HISTORY     - 1939     MONUMENTED       USE
 FG0366  HISTORY     - 1962     GOOD             NGS
 FG0366
 FG0366                          STATION DESCRIPTION
 FG0366
 FG0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0366'5.7 MI N FROM PLUMERVILLE.
 FG0366'5.7 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U. S.
 FG0366'HIGHWAY 64 AND STATE HIGHWAY 92 IN PLUMERVILLE, 55 FEET NORTH OF THE
 FG0366'NORTHWEST CORNER OF PORCH OF FARM HOUSE, 40.5 FEET EAST OF THE
 FG0366'CENTERLINE OF THE HIGHWAY, 7.0 FEET SOUTH OF A CORNER POST, SET IN THE
 FG0366'TOP OF A 6 INCH ROUND CONCRETE POST WHICH IS SET FLUSH WITH THE
 FG0366'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1608 ***********************************************************************
 DL1608  CBN         -  This is a Cooperative Base Network Control Station.
 DL1608  SACS        -  This is a Secondary Airport Control Station.
 DL1608  DESIGNATION -  CDH A
 DL1608  PID         -  DL1608
 DL1608  STATE/COUNTY-  AR/OUACHITA
 DL1608  USGS QUAD   -  HARMONY GROVE (1985)
 DL1608
 DL1608                         *CURRENT SURVEY CONTROL
 DL1608  ___________________________________________________________________
 DL1608* NAD 83(1997)-  33 37 53.63341(N)    092 45 40.48493(W)     ADJUSTED  
 DL1608* NAVD 88     -        38.36   (meters)     125.9    (feet)  LEVELING  
 DL1608  ___________________________________________________________________
 DL1608  X           -    -256,094.489 (meters)                     COMP
 DL1608  Y           -  -5,309,839.442 (meters)                     COMP
 DL1608  Z           -   3,512,500.191 (meters)                     COMP
 DL1608  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DL1608  ELLIP HEIGHT-          12.13  (meters)          (09/21/01) GPS OBS
 DL1608  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL1608
 DL1608  HORZ ORDER  -  B
 DL1608  VERT ORDER  -  THIRD ?
 DL1608  ELLP ORDER  -  FOURTH    CLASS II
 DL1608
 DL1608.This mark is at Harrell Field Airport (CDH)
 DL1608
 DL1608.The horizontal coordinates were established by GPS observations
 DL1608.and adjusted by the National Geodetic Survey in September 1997..
 DL1608
 DL1608.The orthometric height was determined by differential leveling.
 DL1608.The vertical network tie was performed by a horz. field party for horz.
 DL1608.obs reductions. Reset procedures were used to establish the elevation.
 DL1608
 DL1608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1608
 DL1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1608
 DL1608.The ellipsoidal height was determined by GPS observations
 DL1608.and is referenced to NAD 83.
 DL1608
 DL1608.The geoid height was determined by GEOID03.
 DL1608
 DL1608;                    North         East     Units Scale Factor Converg.
 DL1608;SPC AR S     -   507,281.865   329,374.972   MT  0.99994303   -0 25 33.8
 DL1608;SPC AR S     - 1,664,307.25  1,080,624.39   sFT  0.99994303   -0 25 33.8
 DL1608;UTM  15      - 3,721,331.393   522,143.190   MT  0.99960604   +0 07 56.0
 DL1608
 DL1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1608!SPC AR S     -   0.99999810  x   0.99994303  =   0.99994113
 DL1608!UTM  15      -   0.99999810  x   0.99960604  =   0.99960414
 DL1608
 DL1608                          SUPERSEDED SURVEY CONTROL
 DL1608
 DL1608  ELLIP H (09/19/97)   12.16   (m)                       GP(       ) 4 1
 DL1608  NAD 83(1997)-  33 37 53.64213(N)    092 45 40.48137(W) AD(       ) 2
 DL1608  NAD 83(1986)-  33 37 53.64438(N)    092 45 40.48261(W) AD(       ) 2
 DL1608  NGVD 29 (12/03/93)   38.55   (m)          126.5    (f) LEVELING    3  
 DL1608
 DL1608.Superseded values are not recommended for survey control.
 DL1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1608.See file dsdata.txt to determine how the superseded data were derived.
 DL1608
 DL1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2214321331(NAD 83)
 DL1608_MARKER: DD = SURVEY DISK
 DL1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1608_SP_SET: CONCRETE POST
 DL1608_STAMPING: CDH A 1984
 DL1608_MARK LOGO: NOS   
 DL1608_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1608+STABILITY: SURFACE MOTION
 DL1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1608+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1997
 DL1608
 DL1608  HISTORY     - Date     Condition        Report By
 DL1608  HISTORY     - 1984     MONUMENTED       NOS
 DL1608  HISTORY     - 19921202 GOOD
 DL1608  HISTORY     - 19970130 GOOD             NGS
 DL1608
 DL1608                          STATION DESCRIPTION
 DL1608
 DL1608'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 DL1608'THE STATION IS LOCATED AT THE NORTH END OF HARRELL FIELD ON THE EAST
 DL1608'SIDE OF CAMDEN, ARKANSAS.
 DL1608'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE POST OFFICE IN
 DL1608'CAMDEN (AND AT INTERSECTIONS OF CALIFORNIA AND WASHINGTON STREETS),
 DL1608'GO EASTERLY ON WASHINGTON FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF
 DL1608'HARRISON, TURN LEFT ON HARRISON AND GO 0.05 MI (0.08 KM) TO
 DL1608'INTERSECTION OF VAN BUREN, TURN RIGHT AND GO 3.85 MI (6.20 KM) TO A
 DL1608'LOOP ROAD ON THE LEFT, TURN LEFT AND GO 0.35 MI (0.56 KM) TO THE
 DL1608'JUNCTION OF AR 4 AND US 79, TURN LEFT AND GO 0.25 MI (0.40 KM) TO
 DL1608'AIRPORT ROAD, TURN RIGHT AND GO 0.1 MI (0.2 KM) TO ROAD ON RIGHT,
 DL1608'TURN RIGHT AND GO 0.1 MI (0.2 KM) TO ROAD ON LEFT, TURN LEFT AND GO
 DL1608'0.1 MI (0.2 KM) TO GATE ON LEFT, PASS THROUGH GATE AND GO 0.05 MI
 DL1608'(0.08 KM) TO THE RIGHT AND TO THE NORTHEAST CORNER OF A RAZED HANGER
 DL1608'AND STATION S 197 1960, FOLLOW TAXIWAY LOOP NORTH FOR 0.3 MI
 DL1608'(0.5 KM) TO THE INTERSECTION WITH THE RUNWAY, TURN LEFT AND GO NORTH
 DL1608'FOR 1.0 MI (1.6 KM) TO THE END OF RUNWAY AND THE STATION ON THE
 DL1608'RIGHT.
 DL1608'THE STATION IS 183.0 FT (55.8 M) NORTHEAST OF THE FIRST RUNWAY LIGHT
 DL1608'SOUTH OF THE RUNWAY END AND ON THE EAST SIDE OF THE RUNWAY, 94.5 FT
 DL1608'(28.8 M) EAST OF THE NORTHEAST CORNER OF THE RUNEAY, 85.7 FT
 DL1608'(26.1 M) EAST-SOUTHEAST OF THE EASTERLY MOST THRESHOLD LIGHT, AND
 DL1608'26.5 FT (8.1 M) SOUTHEAST OF A REIL BASE.
 DL1608'THE STATION IS A NOS DISK STAMPED CDH A 1984 FLUSH WITH THE GROUND.
 DL1608'ACCESS TO THE STATION AND THE AIRPORT WAS OBTAINED FROM MR. JIM
 DL1608'ADVANT, CAMDEN REGIONAL AIRPORT (HARRELL FIELD), CAMDEN, AR 71701,
 DL1608'PHONE (501) 574-0598
 DL1608'RECOVERED AND DESCRIBED BY NOAA 11-26-92, RALPH A. HARRELL, CHIEF OF
 DL1608'PARTY.
 DL1608
 DL1608                          STATION RECOVERY (1992)
 DL1608
 DL1608'RECOVERED 1992
 DL1608'RECOVERED IN GOOD CONDITION.
 DL1608
 DL1608                          STATION RECOVERY (1997)
 DL1608
 DL1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 DL1608'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF CAMDEN, AT
 DL1608'HARRELL FIELD AIRPORT, NEAR THE NORTH END OF THE AIRFIELD, ALONG THE
 DL1608'EAST SIDE OF RUNWAY END 18 AND IN LINE WITH THE RUNWAY END.
 DL1608'OWNERSHIP--CITY OF CAMDEN, FBO IS JIM ADVANT, PO BOX 26, CAMDEN AR
 DL1608'71701, PHONE 501-574-2642.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS
 DL1608'STATION.  TO REACH THE STATION FROM THE UNDERPASS AT THE JUNCTION OF
 DL1608'U.S. HIGHWAY 79 AND STATE HIGHWAY 4, ABOUT 5 KM (3.10 MI) NORTHEAST OF
 DL1608'CAMDEN, GO NORTHEAST ON HIGHWAY 79 FOR 0.48 KM (0.30 MI) TO AIRPORT
 DL1608'ROAD ON THE RIGHT.  TURN RIGHT, EASTERLY ON THE ROAD FOR 0.13 KM (0.10
 DL1608'MI) TO A PAVED ROAD RIGHT, JUST BEFORE REACHING BUILDING NUMBER 3 ON
 DL1608'THE RIGHT.  TURN RIGHT, SOUTH-SOUTHWEST ON THE ROAD FOR 0.08 KM (0.05
 DL1608'MI) TO A PARKING LOT ON THE SOUTH SIDE OF THE BUILDING AND A GATE IN
 DL1608'THE PIPE FENCE ON THE LEFT AT THE APRON.  TURN LEFT, EAST-SOUTHEAST,
 DL1608'PASSING THROUGH THE GATE AND ACROSS THE APRON FOR 0.18 KM (0.10 MI) TO
 DL1608'THE JUNCTION OF A TAXIWAY.  TURN LEFT, NORTH ALONG THE TAXIWAY FOR
 DL1608'0.38 KM (0.25 MI) TO THE JUNCTION OF THE RUNWAY.  CROSS THE RUNWAY,
 DL1608'THEN TURN LEFT, NORTH ALONG THE RUNWAY FOR 1.36 KM (0.85 MI) TO THE
 DL1608'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 20 CM ROUND
 DL1608'CONCRETE POST RECESSED 3 CM BELOW THE GROUND SURFACE.  IT IS 43.8 M
 DL1608'(143.7 FT) EAST OF THE RUNWAY CENTER, 28.7 M (94.2 FT) EAST OF THE
 DL1608'NORTHEAST CORNER OF THE RUNWAY, 26.2 M (86.0 FT) EAST-SOUTHEAST OF THE
 DL1608'EAST 1 OF 4 THRESHOLD LIGHTS, 8.1 M (26.6 FT) SOUTHEAST OF THE CENTER
 DL1608'OF THE REIL AND 0.2 M (0.7 FT) WEST OF A PLASTIC WITNESS POST.
 DL1608'NOTE--THIS STATION HAS BEEN SELECTED FOR USE AS AN AREA NAVIGATION
 DL1608'APPROACH SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1609 ***********************************************************************
 DL1609  DESIGNATION -  CDH B
 DL1609  PID         -  DL1609
 DL1609  STATE/COUNTY-  AR/OUACHITA
 DL1609  USGS QUAD   -  CAMDEN (1985)
 DL1609
 DL1609                         *CURRENT SURVEY CONTROL
 DL1609  ___________________________________________________________________
 DL1609* NAD 83(1997)-  33 37 22.76896(N)    092 45 46.40409(W)     ADJUSTED  
 DL1609* NAVD 88     -        36.59   (+/-2cm)     120.0    (feet)  VERTCON   
 DL1609  ___________________________________________________________________
 DL1609  X           -    -256,272.176 (meters)                     COMP
 DL1609  Y           -  -5,310,356.580 (meters)                     COMP
 DL1609  Z           -   3,511,707.382 (meters)                     COMP
 DL1609  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DL1609  ELLIP HEIGHT-          10.31  (meters)          (09/14/99) GPS OBS
 DL1609  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL1609
 DL1609  HORZ ORDER  -  SECOND
 DL1609  VERT ORDER  -  THIRD ? (See Below)
 DL1609  ELLP ORDER  -  FOURTH    CLASS I
 DL1609
 DL1609.This mark is at Harrell Field Airport (CDH)
 DL1609
 DL1609.The horizontal coordinates were established by GPS observations
 DL1609.and adjusted by the National Geodetic Survey in September 1999..
 DL1609
 DL1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1609.The vertical order pertains to the NGVD 29 superseded value.
 DL1609
 DL1609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1609
 DL1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1609
 DL1609.The ellipsoidal height was determined by GPS observations
 DL1609.and is referenced to NAD 83.
 DL1609
 DL1609.The geoid height was determined by GEOID03.
 DL1609
 DL1609;                    North         East     Units Scale Factor Converg.
 DL1609;SPC AR S     -   506,332.149   329,215.346   MT  0.99994409   -0 25 37.1
 DL1609;SPC AR S     - 1,661,191.39  1,080,100.68   sFT  0.99994409   -0 25 37.1
 DL1609;UTM  15      - 3,720,380.488   521,992.877   MT  0.99960596   +0 07 52.7
 DL1609
 DL1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1609!SPC AR S     -   0.99999838  x   0.99994409  =   0.99994247
 DL1609!UTM  15      -   0.99999838  x   0.99960596  =   0.99960434
 DL1609
 DL1609                          SUPERSEDED SURVEY CONTROL
 DL1609
 DL1609  NAD 83(1997)-  33 37 22.77787(N)    092 45 46.39949(W) AD(       ) 2
 DL1609  NAD 83(1986)-  33 37 22.78005(N)    092 45 46.40075(W) AD(       ) 2
 DL1609  NGVD 29 (12/03/93)   36.62   (m)          120.1    (f) LEVELING    3  
 DL1609
 DL1609.Superseded values are not recommended for survey control.
 DL1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1609.See file dsdata.txt to determine how the superseded data were derived.
 DL1609
 DL1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2199320380(NAD 83)
 DL1609_MARKER: DD = SURVEY DISK
 DL1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1609_SP_SET: CONCRETE POST
 DL1609_STAMPING: CDH B 1984
 DL1609_MARK LOGO: NOS   
 DL1609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1609+STABILITY: SURFACE MOTION
 DL1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1609+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1992
 DL1609
 DL1609  HISTORY     - Date     Condition        Report By
 DL1609  HISTORY     - 1984     MONUMENTED       NOS
 DL1609  HISTORY     - 19921202 GOOD
 DL1609
 DL1609                          STATION DESCRIPTION
 DL1609
 DL1609'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 DL1609'THE STATION IS LOCATED AT THE MIDWAY DOWN THE RUNWAY AT HARRELL FIELD,
 DL1609'CAMDEN, ARKANSAS.
 DL1609'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE POST OFFICE IN
 DL1609'CAMDEN (AND AT INTERSECTION OF CALIFORNIA AND WASHINGTON STREETS), GO
 DL1609'EASTERLY ON WASHINGTON FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF
 DL1609'HARRISON, TURN LEFT ON HARRISON AND GO 0.05 MI (0.08 KM) TO
 DL1609'INTERSECTION OF VAN BUREN, TURN RIGHT AND GO 3.85 MI (6.20 KM) TO A
 DL1609'LOOP ROAD ON THE LEFT, TURN LEFT AND GO 0.35 MI (0.56 KM) TO THE
 DL1609'JUNCTION OF AR 4 AND US 79, TURN LEFT AND GO 0.25 MI (0.40 KM) TO
 DL1609'AIRPORT ROAD, TURN RIGHT AND GO 0.1 MI (0.2 KM) TO ROAD ON RIGHT,
 DL1609'TURN RIGHT AND GO 0.1 MI (0.2 KM) TO ROAD ON LEFT, TURN LEFT AND GO
 DL1609'0.1 MI (0.2 KM) TO GATE ON LEFT, PASS THROUGH GATE AND GO 0.05 MI
 DL1609'(0.08 KM) TO THE RIGHT AND TO THE NORTHEAST CORNER OF A RAZED HANGAR,
 DL1609'FOLLOW TAXIWAY LOOP FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH THE
 DL1609'RUNWAY, TURN LEFT AND GO NORTH ON RUNWAY FOR 0.4 MI (0.6 KM) TO THE
 DL1609'STATION ON RIGHT.
 DL1609'THE STATION IS 216.2 FT (65.9 M) NORTHEAST OF THE 18TH RUNWAY LIGHT
 DL1609'(43) FROM THE SOUTH RUNWAY END, 214.9 FT (65.5 M) NORTHEAST OF THE
 DL1609'16TH RUNWAY LIGHT (39), 90.0 FT (27.4 M) EAST OF THE EAST EDGE OF
 DL1609'RUNWAY AND IS ON LINE WITH RUNWAY LIGHTS (41-42)(LIGHT 41 IS ON EAST
 DL1609'SIDE OF RUNWAY AND LIGHT 42 IS ON WEST SIDE OF RUNWAY).
 DL1609'THE STATION IS A NOS DISK STAMPED CDH A 1984 SET FLUSH WITH THE
 DL1609'GROUND.
 DL1609'ACCESS TO THE STATION AND THE AIRPORT WAS OBTAINED FROM MR. JIM
 DL1609'ADVANT, CAMDEN REGIONAL AIRPORT (HARRELL FIELD), CAMDEN, AR 71701,
 DL1609'PHONE (501) 574-0598.
 DL1609'RECOVERED AND DESCRIBED BY NOS 11-26-92, RALPH A HARRELL, CHIEF OF
 DL1609'PARTY.
 DL1609
 DL1609                          STATION RECOVERY (1992)
 DL1609
 DL1609'RECOVERED 1992
 DL1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1904 ***********************************************************************
 FG1904  DESIGNATION -  CECIL W ARK TEL MICROWAVE
 FG1904  PID         -  FG1904
 FG1904  STATE/COUNTY-  AR/FRANKLIN
 FG1904  USGS QUAD   -  CECIL (1993)
 FG1904
 FG1904                         *CURRENT SURVEY CONTROL
 FG1904  ___________________________________________________________________
 FG1904* NAD 83(1997)-  35 26 21.92546(N)    093 56 16.66520(W)     ADJUSTED  
 FG1904* NAVD 88     -                                                        
 FG1904  ___________________________________________________________________
 FG1904  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 FG1904  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FG1904
 FG1904  HORZ ORDER  -  THIRD
 FG1904
 FG1904.The horizontal coordinates were established by classical geodetic methods
 FG1904.and adjusted by the National Geodetic Survey in September 1999..
 FG1904
 FG1904
 FG1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1904
 FG1904.The geoid height was determined by GEOID03.
 FG1904
 FG1904;                    North         East     Units Scale Factor Converg.
 FG1904;SPC AR N     -   124,442.559   224,059.999   MT  0.99993911   -1 07 39.7
 FG1904;SPC AR N     -   408,275.30    735,103.51   sFT  0.99993911   -1 07 39.7
 FG1904;UTM  15      - 3,922,179.327   414,868.193   MT  0.99968931   -0 32 38.0
 FG1904
 FG1904                          SUPERSEDED SURVEY CONTROL
 FG1904
 FG1904  NAD 83(1997)-  35 26 21.93579(N)    093 56 16.66274(W) AD(       ) 4
 FG1904  NAD 83(1986)-  35 26 21.93538(N)    093 56 16.65802(W) AD(       ) 4
 FG1904  NAD 27      -  35 26 21.62577(N)    093 56 15.92708(W) AD(       ) 3
 FG1904
 FG1904.Superseded values are not recommended for survey control.
 FG1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1904.See file dsdata.txt to determine how the superseded data were derived.
 FG1904
 FG1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1486822179(NAD 83)
 FG1904_MARKER: 44 = MICROWAVE MAST
 FG1904
 FG1904  HISTORY     - Date     Condition        Report By
 FG1904  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1904
 FG1904                          STATION DESCRIPTION
 FG1904
 FG1904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1904'THE STATION, CECIL MICROWAVE KVD 55, IS THE CENTER OF THE TOP OF AN
 FG1904'UNLIGHTED, 160 FOOT TALL, TRIANGULAR STEEL, GUYED MAST, THAT IS
 FG1904'UNPAINTED AND HAS TWO MICROWAVE REFLECTORS NEAR THE TOP.  IT IS
 FG1904'LOCATED ABOUT 0.35 MILE EAST OF CECIL AND IS OWNED BY THE WESTERN
 FG1904'ARKANSAS TELEPHONE COMPANY, TELEPHONE NUMBER 632-2211.
 FG1904'
 FG1904'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 41 AND
 FG1904'96 IN CECIL, GO EAST ON HIGHWAY 96 FOR 0.35 MILE TO THE STATION ON
 FG1904'THE LEFT.  THE STATION IS DIRECTLY ACROSS THE HIGHWAY FROM
 FG1904'TRIANGULATION STATION FRANKLIN 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1905 ***********************************************************************
 EJ1905  DESIGNATION -  CEDAR
 EJ1905  PID         -  EJ1905
 EJ1905  STATE/COUNTY-  AR/PERRY
 EJ1905  USGS QUAD   -  APLIN (1984)
 EJ1905
 EJ1905                         *CURRENT SURVEY CONTROL
 EJ1905  ___________________________________________________________________
 EJ1905* NAD 83(1997)-  34 54 14.40429(N)    092 57 57.00812(W)     ADJUSTED  
 EJ1905* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 EJ1905  ___________________________________________________________________
 EJ1905  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 EJ1905  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 EJ1905
 EJ1905  HORZ ORDER  -  FIRST
 EJ1905
 EJ1905.The horizontal coordinates were established by classical geodetic methods
 EJ1905.and adjusted by the National Geodetic Survey in September 1999..
 EJ1905
 EJ1905.The orthometric height was scaled from a topographic map.
 EJ1905
 EJ1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1905
 EJ1905.The geoid height was determined by GEOID03.
 EJ1905
 EJ1905;                    North         East     Units Scale Factor Converg.
 EJ1905;SPC AR N     -    63,744.296   311,728.682   MT  1.00000590   -0 33 43.3
 EJ1905;SPC AR N     -   209,134.41  1,022,729.85   sFT  1.00000590   -0 33 43.3
 EJ1905;SPC AR S     -   648,576.114   311,726.138   MT  1.00003352   -0 32 26.0
 EJ1905;SPC AR S     - 2,127,870.13  1,022,721.50   sFT  1.00003352   -0 32 26.0
 EJ1905;UTM  15      - 3,862,397.778   503,121.196   MT  0.99960012   +0 01 10.4
 EJ1905
 EJ1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1905!SPC AR N     -   0.99994950  x   1.00000590  =   0.99995540
 EJ1905!SPC AR S     -   0.99994950  x   1.00003352  =   0.99998302
 EJ1905!UTM  15      -   0.99994950  x   0.99960012  =   0.99954964
 EJ1905
 EJ1905|---------------------------------------------------------------------|
 EJ1905| PID    Reference Object                     Distance      Geod. Az  |
 EJ1905|                                                           dddmmss.s |
 EJ1905| CY5404 CEDAR RM 3                           22.821 METERS 03352     |
 EJ1905| CY5402 CEDAR RM 1                           30.517 METERS 05025     |
 EJ1905| CY5401 CEDAR AZ MK                                        0834544.2 |
 EJ1905| EJ1901 NORTH FORK LOOKOUT TOWER            APPROX.11.5 KM 1150712.1 |
 EJ1905| EJ1916 HOWELL                              APPROX.16.5 KM 2771825.1 |
 EJ1905| CY5403 CEDAR RM 2                           36.226 METERS 29826     |
 EJ1905|---------------------------------------------------------------------|
 EJ1905
 EJ1905                          SUPERSEDED SURVEY CONTROL
 EJ1905
 EJ1905  NAD 83(1986)-  34 54 14.41744(N)    092 57 57.00147(W) AD(       ) 1
 EJ1905  NAD 27      -  34 54 14.08900(N)    092 57 56.38300(W) AD(       ) 1
 EJ1905
 EJ1905.Superseded values are not recommended for survey control.
 EJ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1905.See file dsdata.txt to determine how the superseded data were derived.
 EJ1905
 EJ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0312162398(NAD 83)
 EJ1905_MARKER: DS = TRIANGULATION STATION DISK
 EJ1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1905
 EJ1905  HISTORY     - Date     Condition        Report By
 EJ1905  HISTORY     - 1940     MONUMENTED       CGS
 EJ1905  HISTORY     - 1967     GOOD             CGS
 EJ1905
 EJ1905                          STATION DESCRIPTION
 EJ1905
 EJ1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1905'STATION IS LOCATED ABOUT 5 MILES SSE OF APLIN AND 7.5 MILES
 EJ1905'SE OF NIMROD, ON THE HIGHEST POINT OF A TIMBERED RIDGE KNOWN
 EJ1905'AS CEDAR MOUNTAIN.  THE STATION IS 36 FEET S OF THE CENTER
 EJ1905'LINE OF AN E-W ROAD AND 68 FEET SSW OF A 24-INCH PINE TREE WITH
 EJ1905'A TRIANGLE BLAZE ON THE S SIDE.
 EJ1905'
 EJ1905'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1905'DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1905'
 EJ1905'STATION MARK IS STAMPED CEDAR 1940 AND PROJECTS 6 INCHES
 EJ1905'ABOVE THE SURFACE OF THE GROUND.  THERE IS A WHITE REFERENCE
 EJ1905'POST 3 FEET S OF THE STATION.
 EJ1905'
 EJ1905'REFERENCE MARK NO.1 IS AT THE SAME ELEVATION AS THE STATION
 EJ1905'AND IS 15 FEET N OF THE CENTER LINE OF AN E-W ROAD.  IT
 EJ1905'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 EJ1905'STAMPED CEDAR NO.1, 1940.
 EJ1905'
 EJ1905'REFERENCE MARK NO.2 IS AT THE SAME ELEVATION AS THE STATION
 EJ1905'AND IS 24 FEET N OF THE CENTER LINE OF AN E-W ROAD.  THE
 EJ1905'MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND
 EJ1905'IS STAMPED CEDAR NO.2, 1940.
 EJ1905'
 EJ1905'AZIMUTH MARK IS 0.25 MILE E OF THE STATION, ON THE SAME
 EJ1905'RIDGE AS THE STATION, AND 12 FEET N OF THE CENTER LINE OF AN
 EJ1905'E-W ROAD.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF
 EJ1905'THE GROUND AND IS STAMPED CEDAR 1940.  THERE IS A WHITE
 EJ1905'REFERENCE POST 3 FEET E OF THE MARK.
 EJ1905'
 EJ1905'TO REACH THE STATION FROM APLIN, GO W ON STATE HIGHWAY 60
 EJ1905'FOR 0.3 MILE TO A ROAD LEADING S.  TURN S FOR 2.9 MILES TO A
 EJ1905'CROSS ROAD AND SIGN QUACHITA NATIONAL FOREST.  GO STRAIGHT
 EJ1905'AHEAD, (S) FOR 3.2 MILES TO AN E-W ROAD.  TURN LEFT, (E),
 EJ1905'FOR 0.8 MILE TO FORK AND SIGN DOYLE SPRINGS 3 MILES.  TAKE
 EJ1905'LEFT FORK, (E), FOR 0.6 MILE TO THE TRIANGLE BLAZE AND STATION
 EJ1905'ON THE S SIDE OF THE ROAD.
 EJ1905'
 EJ1905'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
 EJ1905
 EJ1905                          STATION RECOVERY (1967)
 EJ1905
 EJ1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1905'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 EJ1905'RECOVERED IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT OF
 EJ1905'THE MARKS.  REFERENCE MARK 1 WAS FOUND DESTROYED AND REFERENCE
 EJ1905'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE AZIMUTH MARK WILL NOT
 EJ1905'SEE THE STATION DUE TO PINE TREES.  FOLLOWING IS A NEW AND
 EJ1905'COMPLETE DESCRIPTION.
 EJ1905'
 EJ1905'THE STATION IS LOCATED ON THE HIGHEST PART OF A HIGH TIMBER
 EJ1905'COVERED RIDGE KNOWN AS CEDAR MOUNTAIN, ABOUT 7-1/2 MILES
 EJ1905'SOUTHEAST OF NIMROD AND 5 MILES SOUTH-SOUTHEAST OF APLIN.
 EJ1905'
 EJ1905'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 155 IN
 EJ1905'THE WEST EDGE OF APLIN, GO SOUTH ON STATE HIGHWAY 155 FOR 2.9
 EJ1905'MILES TO A CROSS ROAD AT SIGN OUACHITA NATIONAL FOREST.
 EJ1905'CONTINUE STRAIGHT AHEAD AND GO SOUTH ON FOREST SERVICE ROAD
 EJ1905'207 FOR 3.3 MILES TO A CROSS ROAD.  TURN LEFT AND GO EAST ON
 EJ1905'FOREST SERVICE ROAD 207 FOR 0.8 MILE TO A FORK.  TAKE THE
 EJ1905'LEFT FORK AND GO EAST FOR 0.6 MILE TO A REVERSE FORK ON THE
 EJ1905'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 175 FEET TO THE STATION
 EJ1905'ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 EJ1905'GO EAST FOR 0.25 MILE TO THE MARK ON THE LEFT.
 EJ1905'
 EJ1905'STATION MARK IS A STANDARD DISK, STAMPED CEDAR 1940, SET IN
 EJ1905'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4
 EJ1905'INCHES.  IT IS 175 FEET EAST OF THE CENTER OF THE ROAD FORKS,
 EJ1905'31 FEET SOUTH OF THE CENTER OF THE FOREST SERVICE ROAD AND 2
 EJ1905'FEET SOUTH OF A METAL WITNESS POST.
 EJ1905'
 EJ1905'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1940,
 EJ1905'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 2
 EJ1905'INCHES.  IT IS 62 FEET NORTHEAST OF THE CENTER OF THE ROAD FORKS,
 EJ1905'16 FEET NORTH OF THE CENTER OF THE ROAD AND ABOUT THE SAME
 EJ1905'ELEVATION AS THE STATION.
 EJ1905'
 EJ1905'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CEDAR NO 3 1940
 EJ1905'1967, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 EJ1905'PROJECTING 6 INCHES.  IT IS 217 FEET EAST OF THE CENTER OF
 EJ1905'THE ROAD FORKS, 23 FEET NORTH OF THE CENTER OF THE ROAD AND
 EJ1905'ABOUT THE SAME ELEVATION AS THE STATION.
 EJ1905'
 EJ1905'AZIMUTH MARK IS A STANDARD DISK, STAMPED CEDAR 1940, SET
 EJ1905'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3
 EJ1905'INCHES.  IT IS 250 FEET WEST-NORTHWEST OF THE NORTHWEST
 EJ1905'CORNER OF A CONCRETE BLOCK BUILDING USED FOR A HUNTING CAMP,
 EJ1905'15 FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT WEST OF
 EJ1905'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1917 ***********************************************************************
 EJ1917  DESIGNATION -  CEDAR
 EJ1917  PID         -  EJ1917
 EJ1917  STATE/COUNTY-  AR/GARLAND
 EJ1917  USGS QUAD   -  JESSIEVILLE (1976)
 EJ1917
 EJ1917                         *CURRENT SURVEY CONTROL
 EJ1917  ___________________________________________________________________
 EJ1917* NAD 83(1997)-  34 37 31.04793(N)    093 05 19.69898(W)     ADJUSTED  
 EJ1917* NAVD 88     -       385.0    (meters)    1263.     (feet)  VERTCON   
 EJ1917  ___________________________________________________________________
 EJ1917  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 EJ1917  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EJ1917
 EJ1917  HORZ ORDER  -  FIRST
 EJ1917
 EJ1917.The horizontal coordinates were established by classical geodetic methods
 EJ1917.and adjusted by the National Geodetic Survey in September 1999..
 EJ1917
 EJ1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1917
 EJ1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1917
 EJ1917.The geoid height was determined by GEOID03.
 EJ1917
 EJ1917;                    North         East     Units Scale Factor Converg.
 EJ1917;SPC AR S     -   617,771.573   300,158.709   MT  0.99997153   -0 36 33.8
 EJ1917;SPC AR S     - 2,026,805.57    984,770.70   sFT  0.99997153   -0 36 33.8
 EJ1917;UTM  15      - 3,831,494.139   491,859.603   MT  0.99960082   -0 03 01.7
 EJ1917
 EJ1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1917!SPC AR S     -   0.99994390  x   0.99997153  =   0.99991543
 EJ1917!UTM  15      -   0.99994390  x   0.99960082  =   0.99954474
 EJ1917
 EJ1917:                Primary Azimuth Mark                     Grid Az
 EJ1917:SPC AR S     -  SMITH                                    019 00 52.7
 EJ1917:UTM  15      -  SMITH                                    018 27 20.6
 EJ1917
 EJ1917|---------------------------------------------------------------------|
 EJ1917| PID    Reference Object                     Distance      Geod. Az  |
 EJ1917|                                                           dddmmss.s |
 EJ1917| EJ1911 SMITH                               APPROX.17.0 KM 0182418.9 |
 EJ1917| CX5573 CEDAR RM 1                            6.916 METERS 09347     |
 EJ1917| EJ1725 DALLAS LITTLE ROCK AWY BCN 29       APPROX.58.8 KM 0944617.8 |
 EJ1917| CX5574 CEDAR RM 2                           14.870 METERS 17913     |
 EJ1917| CX5572 CEDAR AZ MK                                        1853229.5 |
 EJ1917|---------------------------------------------------------------------|
 EJ1917
 EJ1917                          SUPERSEDED SURVEY CONTROL
 EJ1917
 EJ1917  NAD 83(1986)-  34 37 31.05959(N)    093 05 19.69153(W) AD(       ) 1
 EJ1917  NAD 27      -  34 37 30.73800(N)    093 05 19.03300(W) AD(       ) 1
 EJ1917  NGVD 29 (07/19/86)  385.0    (m)         1263.     (f) VERT ANG       
 EJ1917
 EJ1917.Superseded values are not recommended for survey control.
 EJ1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1917.See file dsdata.txt to determine how the superseded data were derived.
 EJ1917
 EJ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9186031494(NAD 83)
 EJ1917_MARKER: DS = TRIANGULATION STATION DISK
 EJ1917_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1917
 EJ1917  HISTORY     - Date     Condition        Report By
 EJ1917  HISTORY     - 1940     MONUMENTED       CGS
 EJ1917  HISTORY     - 1956     GOOD             CGS
 EJ1917  HISTORY     - 1966     GOOD             CGS
 EJ1917  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1917
 EJ1917                          STATION DESCRIPTION
 EJ1917
 EJ1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 EJ1917'STATION IS 8-1/2 MILES N BY W OF HOT SPRINGS, 4 MILES S BY W
 EJ1917'OF JESSIEVILLE, AND 1 MILE SW OF THE MOUNTAIN VALLEY MINERAL
 EJ1917'SPRINGS ON THE SUMMIT OF A SHARP ROCKY TIMBERED RIDGE KNOWN
 EJ1917'AS CEDAR MOUNTAIN.
 EJ1917'
 EJ1917'STATION MARK IS A STANDARD BRONZE DISK SET IN A SMALL LEDGE
 EJ1917'OF ROCK OUTCROP 23 FEET W BY S OF THE HIGHEST POINT ON THE
 EJ1917'RIDGE NEAR THE W END OF THE RIDGE.  IT IS STAMPED CEDAR 1940.
 EJ1917'THE ROCK AND MARK ARE FLUSH WITH THE SURFACE OF THE GROUND.
 EJ1917'
 EJ1917'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A LEDGE
 EJ1917'OF OUTCROPPING BEDROCK ON THE HIGHEST PART OF THE HILL.  IT
 EJ1917'IS STAMPED CEDAR NO.1 1940, AND IS FLUSH WITH THE SURFACE.
 EJ1917'
 EJ1917'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A SMALL
 EJ1917'LEDGE OF OUTCROPPING ROCK, S BY E OF THE STATION ON THE SIDE
 EJ1917'OF THE HILL AND ABOUT 5 FEET LOWER THAN THE STATION.  IT
 EJ1917'IS STAMPED CEDAR NO.2 1940, AND PROJECTS 6 INCHES.
 EJ1917'
 EJ1917'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE
 EJ1917'CONCRETE MONUMENT, 1 MILE S OF THE STATION AT THE NW CORNER
 EJ1917'OF A BARN LOT, 57 FEET S OF THE CENTER LINE OF A ROAD, 8
 EJ1917'FEET W OF THE CENTER LINE OF THE FARM ENTRANCE, 3 FEET W
 EJ1917'BY N OF GATEPOST, 1 FOOT N OF THE FENCE LINE, IS STAMPED
 EJ1917'CEDAR 1940, AND PROJECTS 4 INCHES.
 EJ1917'
 EJ1917'TO REACH FROM HOT SPRINGS GO N AND E ON U.S. HIGHWAY 70
 EJ1917'FOR 7 MILES AND TURN LEFT, N, ON STATE HIGHWAY 7, GO 5.8
 EJ1917'MILES AND TAKE LEFT FORK, W, JUST N OF A GAS STATION, GO
 EJ1917'0.4 MILE AND TAKE LEFT FORK, JUST AFTER PASSING A SCHOOLHOUSE,
 EJ1917'GO 1.5 MILES TO THE END OF TRUCK TRAVEL AT THE TOP OF A SMALL
 EJ1917'RISE IN THE ROAD AND TRIANGULAR BLAZED TREE ON RIGHT
 EJ1917'SIDE OF THE ROAD, CLIMB NW UP THIS RIDGE TO THE HIGHEST
 EJ1917'POINT AND STATION ABOUT 1/2 MILE FROM THE END OF TRUCK TRAVEL.
 EJ1917'
 EJ1917'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL,
 EJ1917'CONTINUE WESTERLY ON THE ROAD FOR 0.7 MILE TO THE FIRST BARN
 EJ1917'ON LEFT SIDE OF THE ROAD AND AZIMUTH MARK JUST NW OF THIS BARN.
 EJ1917'
 EJ1917'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 EJ1917
 EJ1917                          STATION RECOVERY (1956)
 EJ1917
 EJ1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1917'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 EJ1917'WERE RECOVERED AND FOUND TO BE AS DESCRIBED IN THE 1940
 EJ1917'DESCRIPTION.  ALL OF THE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 EJ1917'
 EJ1917'THE DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK
 EJ1917'WERE CHECKED AND FOUND TO BE CORRECT.
 EJ1917'
 EJ1917'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE CORRECT, BUT
 EJ1917'REFERENCE MARK 2 WAS FOUND TO BE 48.79 FEET, 14.870 METERS,
 EJ1917'FROM THE STATION INSTEAD OF 14.174 METERS.
 EJ1917'
 EJ1917'THE 1940 ROUTE TO THE STATION WAS FOUND TO BE ADEQUATE.  THE
 EJ1917'STATION CAN ALSO BE REACHED AS FOLLOWS- FROM THE JUNCTION OF
 EJ1917'U.S. HIGHWAYS 70 AND 270 ON THE WEST SIDE OF HOT SPRINGS,
 EJ1917'DRIVE WEST ON U.S. HIGHWAY 270 FOR 2.7 MILES TO A Y-FORK.  KEEP
 EJ1917'RIGHT FORK AND DRIVE NORTHERLY FOR 5.5 MILES TO A Y-FORK.
 EJ1917'KEEP RIGHT FORK AND DRIVE EAST FOR 3.2 MILES TO A CONCRETE
 EJ1917'BRIDGE OVER A CREEK.  CROSS THE BRIDGE AND CONTINUE EAST
 EJ1917'FOR 2.05 MILES TO A TRACK ROAD, THE REMAINS OF A LOG BARN
 EJ1917'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR 0.5
 EJ1917'MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND DRIVE NORTH
 EJ1917'FOR 0.15 MILE TO A Y-FORK.  KEEP LEFT FORK AND DRIVE
 EJ1917'NORTHWEST FOR 0.2 MILE TO THE END OF TRUCK TRAVEL AT THE END
 EJ1917'OF THE ROAD.  PACK NORTH UP THE STEEP SLOPE FOR ABOUT 25
 EJ1917'MINUUTES TO THE SUMMIT OF THE MOUNTAIN.  TURN LEFT AND
 EJ1917'PACK WEST ALONG THE CREST OF THE RIDGE FOR ABOUT 5
 EJ1917'MINUTES TO THE HIGHEST POINT AND THE STATION.
 EJ1917
 EJ1917                          STATION RECOVERY (1966)
 EJ1917
 EJ1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EJ1917'THE STATION WAS VISITED 5/3/66 AND THE STATION MARK AND REFERENCE
 EJ1917'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 EJ1917'MARK WAS FOUND DESTROYED AND THE DISK WAS RECLAIMED AT THIS
 EJ1917'DATE.  THE 1956 RECOVERY NOTE BY L.S.B. IS ADEQUATE TO REACH
 EJ1917'THE STATION.
 EJ1917'
 EJ1917'STATION IS ON A ROCK COVERED RIDGE WITH TIMBER 50 FEET HIGH
 EJ1917'ON TOP.  THERE ARE NO INTERSECTION STATIONS VISIBLE FROM
 EJ1917'THE STATION WITHOUT EXTENSIVE CLEARING.
 EJ1917'
 EJ1917'STATION IS A STANDARD DISK, STAMPED CEDAR 1940, SET IN A
 EJ1917'DRILL HOLE IN ROCK OUTCROP 8 INCHES BY 1 FOOT AND FLUSH
 EJ1917'WITH THE GROUND.  IT IS 9 PACES EAST OF A 24-INCH OAK TREE AND
 EJ1917'3 PACES WEST OF A SMALL ROCK FIREPLACE.
 EJ1917'
 EJ1917'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1940,
 EJ1917'SET IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE GROUND.
 EJ1917'IT IS 22.7 FEET EAST FROM THE STATION, 5 FEET NORTH-NORTHEAST
 EJ1917'OF A 10-INCH OAK TREE AND 1 FOOT WEST OF A SMALL ROCK CAIRN.
 EJ1917'
 EJ1917'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1940,
 EJ1917'SET IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 4 INCHES
 EJ1917'TO THE SOUTH AND IS FLUSH TO THE NORTH.  IT IS 48.8 FEET
 EJ1917'SOUTH OF THE STATION, 6 PACES SOUTH OF AN 18-INCH OAK TREE,
 EJ1917'5 FEET WEST OF A 12-INCH OAK TREE AND 1 FOOT NORTH OF A
 EJ1917'SMALL ROCK CAIRN.
 EJ1917'
 EJ1917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 EJ1917'AND 270 ON THE WEST SIDE OF HOT SPRINGS, GO WESTERLY ON
 EJ1917'U.S. HIGHWAY 270 FOR 2.7 MILES TO A FORK.  TAKE THE RIGHT
 EJ1917'FORK AND GO NORTHERLY FOR 5.5 MILES TO A FORK.  TAKE THE
 EJ1917'RIGHT FORK AND GO EASTERLY ON GRAVELED ROAD FOR 3.2 MILES
 EJ1917'TO A CONCRETE BRIDGE OVER A CREEK.  CROSS THE BRIDGE AND
 EJ1917'CONTINUE EAST FOR 2.05 MILES TO A TRACK ROAD ON THE RIGHT AND
 EJ1917'THE REMAINS OF AN OLD BARN ON THE RIGHT.  CONTINUE EAST FOR
 EJ1917'0.5 MILE TO AN OLD LOGGING ROAD ON THE LEFT.  THE STATION
 EJ1917'WAS PACKED TO FROM HERE BY PACKING NORTH ON THE OLD
 EJ1917'LOGGING ROAD FOR ABOUT 0.15 MILE TO A FORK, THENCE LEFT
 EJ1917'FORK FOR ABOUT 0.2 MILE TO WHERE THE OLD ROAD MAKES A SHARP
 EJ1917'BEND TO THE RIGHT.  FROM HERE PACK NORTHERLY UP THE STEEP SLOPE
 EJ1917'FOR ABOUT 25 MINUTE TO THE SUMMIT OF THE MOUNTAIN.
 EJ1917'TURN LEFT AND PACK WEST ALONG THE CREST OF THE RIDGE FOR
 EJ1917'ABOUT 5 MINUTES TO THE HIGHEST POINT AND THE STATION.
 EJ1917
 EJ1917                          STATION RECOVERY (1998)
 EJ1917
 EJ1917'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2135 ***********************************************************************
 DK2135  DESIGNATION -  CELLPORT
 DK2135  PID         -  DK2135
 DK2135  STATE/COUNTY-  AR/DREW
 DK2135  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK2135
 DK2135                         *CURRENT SURVEY CONTROL
 DK2135  ___________________________________________________________________
 DK2135* NAD 83(1997)-  33 38 08.99825(N)    091 45 12.48965(W)     ADJUSTED  
 DK2135* NAVD 88     -        78.7    (meters)     258.     (feet)  VERTCON   
 DK2135  ___________________________________________________________________
 DK2135  X           -    -162,657.848 (meters)                     COMP
 DK2135  Y           -  -5,313,294.176 (meters)                     COMP
 DK2135  Z           -   3,512,916.923 (meters)                     COMP
 DK2135  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DK2135  ELLIP HEIGHT-          52.91  (meters)          (09/24/01) GPS OBS
 DK2135  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DK2135
 DK2135  HORZ ORDER  -  FIRST
 DK2135  ELLP ORDER  -  FOURTH    CLASS II
 DK2135
 DK2135.This mark is at Monticello Muni/ellis Field Airport (LLQ)
 DK2135
 DK2135.The horizontal coordinates were established by GPS observations
 DK2135.and adjusted by the National Geodetic Survey in September 1999..
 DK2135
 DK2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2135
 DK2135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2135
 DK2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2135
 DK2135.The ellipsoidal height was determined by GPS observations
 DK2135.and is referenced to NAD 83.
 DK2135
 DK2135.The geoid height was determined by GEOID03.
 DK2135
 DK2135;                    North         East     Units Scale Factor Converg.
 DK2135;SPC AR S     -   507,520.175   422,871.075   MT  0.99994251   +0 08 16.7
 DK2135;SPC AR S     - 1,665,089.11  1,387,369.52   sFT  0.99994251   +0 08 16.7
 DK2135;UTM  15      - 3,722,475.693   615,606.858   MT  0.99976477   +0 41 26.0
 DK2135
 DK2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2135!SPC AR S     -   0.99999169  x   0.99994251  =   0.99993420
 DK2135!UTM  15      -   0.99999169  x   0.99976477  =   0.99975647
 DK2135
 DK2135:                Primary Azimuth Mark                     Grid Az
 DK2135:SPC AR S     -  CELLPORT AZ MK                           032 34 30.0
 DK2135:UTM  15      -  CELLPORT AZ MK                           032 01 20.7
 DK2135
 DK2135|---------------------------------------------------------------------|
 DK2135| PID    Reference Object                     Distance      Geod. Az  |
 DK2135|                                                           dddmmss.s |
 DK2135| DK2136 CELLPORT AZ MK                      APPROX. 0.7 KM 0324246.7 |
 DK2135|---------------------------------------------------------------------|
 DK2135
 DK2135                          SUPERSEDED SURVEY CONTROL
 DK2135
 DK2135  ELLIP H (09/14/99)   52.94   (m)                       GP(       ) 4 1
 DK2135  NAD 83(1986)-  33 38 09.00788(N)    091 45 12.48398(W) AD(       ) 1
 DK2135  NGVD 29 (11/13/90)   78.8    (m)          259.     (f) GPS OBS        
 DK2135
 DK2135.Superseded values are not recommended for survey control.
 DK2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2135.See file dsdata.txt to determine how the superseded data were derived.
 DK2135
 DK2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1560722476(NAD 83)
 DK2135_MARKER: I = METAL ROD
 DK2135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2135_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK2135_STAMPING: CELLPORT 1990
 DK2135_MARK LOGO: NGS   
 DK2135_PROJECTION: FLUSH
 DK2135_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2135+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DK2135_ROD/PIPE-DEPTH: 7.25 meters
 DK2135_SLEEVE-DEPTH  : 1.0 meters
 DK2135
 DK2135  HISTORY     - Date     Condition        Report By
 DK2135  HISTORY     - 1990     MONUMENTED       NGS
 DK2135
 DK2135                          STATION DESCRIPTION
 DK2135
 DK2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DK2135'STATION IS LOCATED ABOUT 19.4 KM (12.1 MI) NORTH-NORTHEAST OF LADELLE,
 DK2135'13.7 KM (8.5 MI) SOUTHEAST OF MONTONGO, AND 3.5 KM (2.2 MI)
 DK2135'EAST-NORTHEAST OF MONTICELLO, AT THE MONTICELLO MUNICIPAL AIRPORT.
 DK2135'OWNERSHIP--CITY OF MONTICELLO AR 71655.  AIRPORT MANAGER IS JAMES
 DK2135'BARNETT, RTE 1 BOX 265 B, MONTICELLO AR 71655. PHONE IS 501-367-2601
 DK2135'OR HOME 501-367-7542.
 DK2135'TO REACH FROM THE POST OFFICE IN MONTICELLO, GO EAST ON STATE HIGHWAY
 DK2135'4 FOR 3.27 KM (2.03 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 DK2135'PAVED ROAD FOR 0.84 KM (0.52 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 DK2135'RIGHT AND GO EAST AND SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.54 KM
 DK2135'(0.34 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON
 DK2135'THE PAVED ROAD AND NORTHEAST ACROSS AN APRON FOR 0.12 KM (0.07 MI) TO
 DK2135'A TAXIWAY.  CONTINUE NORTHEAST ON THE TAXIWAY FOR 0.26 KM (0.16 MI)
 DK2135'TO THE RUNWAY AND THE STATION ON THE RIGHT.
 DK2135'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8-INCH STAINLESS STEEL
 DK2135'ROD ENCASED IN 5-INCH PVC PIPE WITH NGS LOGO CAP, SET 38.5 M
 DK2135'(126.3 FT) NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 23.0 M
 DK2135'(75.5 FT) SOUTHWEST OF THE CENTERLINE OF A TAXIWAY, AND 16.2 M
 DK2135'(53.1 FT) SOUTHEAST OF THE CENTERLINE OF A TAXIWAY.
 DK2135'DESCRIBED BY R.D. BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2136 ***********************************************************************
 DK2136  DESIGNATION -  CELLPORT AZ MK
 DK2136  PID         -  DK2136
 DK2136  STATE/COUNTY-  AR/DREW
 DK2136  USGS QUAD   -  COLLINS NW (1960)
 DK2136
 DK2136                         *CURRENT SURVEY CONTROL
 DK2136  ___________________________________________________________________
 DK2136* NAD 83(1997)-  33 38 29.39770(N)    091 44 56.82398(W)     ADJUSTED  
 DK2136* NAVD 88     -        73.6    (meters)     241.     (feet)  VERTCON   
 DK2136  ___________________________________________________________________
 DK2136  X           -    -162,243.551 (meters)                     COMP
 DK2136  Y           -  -5,312,954.292 (meters)                     COMP
 DK2136  Z           -   3,513,437.380 (meters)                     COMP
 DK2136  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DK2136  ELLIP HEIGHT-          47.84  (meters)          (09/24/01) GPS OBS
 DK2136  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DK2136
 DK2136  HORZ ORDER  -  FIRST
 DK2136  ELLP ORDER  -  FOURTH    CLASS II
 DK2136
 DK2136.This mark is at Monticello Muni/ellis Field Airport (LLQ)
 DK2136
 DK2136.The horizontal coordinates were established by GPS observations
 DK2136.and adjusted by the National Geodetic Survey in September 1999..
 DK2136
 DK2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2136
 DK2136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2136
 DK2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2136
 DK2136.The ellipsoidal height was determined by GPS observations
 DK2136.and is referenced to NAD 83.
 DK2136
 DK2136.The geoid height was determined by GEOID03.
 DK2136
 DK2136;                    North         East     Units Scale Factor Converg.
 DK2136;SPC AR S     -   508,149.624   423,273.237   MT  0.99994184   +0 08 25.5
 DK2136;SPC AR S     - 1,667,154.22  1,388,688.95   sFT  0.99994184   +0 08 25.5
 DK2136;UTM  15      - 3,723,108.880   616,002.860   MT  0.99976590   +0 41 35.0
 DK2136
 DK2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2136!SPC AR S     -   0.99999249  x   0.99994184  =   0.99993433
 DK2136!UTM  15      -   0.99999249  x   0.99976590  =   0.99975839
 DK2136
 DK2136:                Primary Azimuth Mark                     Grid Az
 DK2136:SPC AR S     -  CELLPORT                                 212 34 29.9
 DK2136:UTM  15      -  CELLPORT                                 212 01 20.4
 DK2136
 DK2136|---------------------------------------------------------------------|
 DK2136| PID    Reference Object                     Distance      Geod. Az  |
 DK2136|                                                           dddmmss.s |
 DK2136| DK2135 CELLPORT                            APPROX. 0.7 KM 2124255.4 |
 DK2136|---------------------------------------------------------------------|
 DK2136
 DK2136                          SUPERSEDED SURVEY CONTROL
 DK2136
 DK2136  ELLIP H (09/14/99)   47.87   (m)                       GP(       ) 4 1
 DK2136  NAD 83(1986)-  33 38 29.40733(N)    091 44 56.81830(W) AD(       ) 1
 DK2136  NGVD 29 (11/13/90)   73.7    (m)          242.     (f) GPS OBS        
 DK2136
 DK2136.Superseded values are not recommended for survey control.
 DK2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2136.See file dsdata.txt to determine how the superseded data were derived.
 DK2136
 DK2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1600323109(NAD 83)
 DK2136_MARKER: I = METAL ROD
 DK2136_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2136_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK2136_STAMPING: CELLPORT AZ MK 1990
 DK2136_MARK LOGO: NGS   
 DK2136_PROJECTION: FLUSH
 DK2136_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2136+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DK2136_ROD/PIPE-DEPTH: 9.20 meters
 DK2136_SLEEVE-DEPTH  : 1.0 meters
 DK2136
 DK2136  HISTORY     - Date     Condition        Report By
 DK2136  HISTORY     - 1990     MONUMENTED       NGS
 DK2136
 DK2136                          STATION DESCRIPTION
 DK2136
 DK2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DK2136'STATION IS LOCATED ABOUT 19.4 KM (12.1 MI) NORTH-NORTHEAST OF LADELLE,
 DK2136'13.7 KM (8.5 MI) SOUTHEAST OF MONTONGO, AND 3.5 KM (2.2 MI)
 DK2136'EAST-NORTHEAST OF MONTICELLO, AT THE MONTICELLO MUNICIPAL AIRPORT.
 DK2136'OWNERSHIP--CITY OF MONTICELLO AR 71655.  AIRPORT MANAGER IS JAMES
 DK2136'BARNETT, RTE 1 BOX 265 B, MONTICELLO AR 71655. PHONE IS501-367-2601
 DK2136'OR HOME 501-367-7542.
 DK2136'TO REACH FROM THE POST OFFICE IN MONTICELLO, GO EAST ON STATE HIGHWAY
 DK2136'4 FOR 3.27 KM (2.03 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 DK2136'PAVED ROAD FOR 0.84 KM (0.52 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 DK2136'RIGHT AND GO EAST AND SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.54 KM
 DK2136'(0.34 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON
 DK2136'THE PAVED ROAD AND NORTHEAST ACROSS AN APRON FOR 0.12 KM (0.07 MI) TO
 DK2136'A TAXIWAY.  CONTINUE NORTHEAST ON THE TAXIWAY FOR 0.26 KM (0.16 MI)
 DK2136'TO THE RUNWAY.  TURN LEFT AND GO NORTHEAST ON THE RUNWAY FOR 0.73 KM
 DK2136'(0.45 MI) TO THE STATION ON THE LEFT.
 DK2136'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8-INCH STAINLESS STEEL
 DK2136'ROD ENCASED IN 5-INCH PVC PIPE WITH NGS LOGO CAP, SET 24.5 M
 DK2136'(80.4 FT) NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 24.2 M
 DK2136'(79.4 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE SOUTHWEST END OF A
 DK2136'METAL CULVERT, 18.8 M (61.7 FT) NORTH OF A RUNWAY LIGHT, AND 13.0 M
 DK2136'(42.7 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A TURNAROUND.
 DK2136'DESCRIBED BY R.D. BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2020 ***********************************************************************
 EJ2020  DESIGNATION -  CENTER
 EJ2020  PID         -  EJ2020
 EJ2020  STATE/COUNTY-  AR/HOWARD
 EJ2020  USGS QUAD   -  CENTER POINT (1970)
 EJ2020
 EJ2020                         *CURRENT SURVEY CONTROL
 EJ2020  ___________________________________________________________________
 EJ2020* NAD 83(1997)-  34 02 12.56517(N)    093 55 10.52985(W)     ADJUSTED  
 EJ2020* NAVD 88     -       227.7    (meters)     747.     (feet)  VERTCON   
 EJ2020  ___________________________________________________________________
 EJ2020  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 EJ2020  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EJ2020
 EJ2020  HORZ ORDER  -  SECOND
 EJ2020
 EJ2020.The horizontal coordinates were established by classical geodetic methods
 EJ2020.and adjusted by the National Geodetic Survey in September 1999..
 EJ2020
 EJ2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2020
 EJ2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2020
 EJ2020.The geoid height was determined by GEOID03.
 EJ2020
 EJ2020;                    North         East     Units Scale Factor Converg.
 EJ2020;SPC AR S     -   553,628.835   222,760.338   MT  0.99991847   -1 04 27.8
 EJ2020;SPC AR S     - 1,816,363.94    730,839.54   sFT  0.99991847   -1 04 27.8
 EJ2020;UTM  15      - 3,766,620.237   415,112.996   MT  0.99968883   -0 30 53.1
 EJ2020
 EJ2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2020!SPC AR S     -   0.99996856  x   0.99991847  =   0.99988703
 EJ2020!UTM  15      -   0.99996856  x   0.99968883  =   0.99965740
 EJ2020
 EJ2020:                Primary Azimuth Mark                     Grid Az
 EJ2020:SPC AR S     -  KIRBY                                    053 17 14.4
 EJ2020:UTM  15      -  KIRBY                                    052 43 39.7
 EJ2020
 EJ2020|---------------------------------------------------------------------|
 EJ2020| PID    Reference Object                     Distance      Geod. Az  |
 EJ2020|                                                           dddmmss.s |
 EJ2020| EJ2013 KIRBY                               APPROX.33.3 KM 0521246.6 |
 EJ2020| CX5575 MF 1                                               0531543.6 |
 EJ2020| CX5576 CENTER RM 1                          21.232 METERS 07951     |
 EJ2020| DL1580 NASHVILLE MUNICIPAL TANK            APPROX.12.1 KM 1480241.0 |
 EJ2020| CX5578 CENTER RM 3                          21.666 METERS 18107     |
 EJ2020| EK0869 BETHEL LOOKOUT TOWER                APPROX.22.6 KM 2654135.7 |
 EJ2020| CX5577 CENTER RM 2                          23.933 METERS 28745     |
 EJ2020|---------------------------------------------------------------------|
 EJ2020
 EJ2020                          SUPERSEDED SURVEY CONTROL
 EJ2020
 EJ2020  NAD 83(1997)-  34 02 12.57134(N)    093 55 10.52583(W) AD(       ) 2
 EJ2020  NAD 83(1986)-  34 02 12.57384(N)    093 55 10.52130(W) AD(       ) 2
 EJ2020  NAD 27      -  34 02 12.17180(N)    093 55 09.84090(W) AD(       ) 2
 EJ2020  NGVD 29 (07/19/86)  227.7    (m)          747.     (f) VERT ANG       
 EJ2020
 EJ2020.Superseded values are not recommended for survey control.
 EJ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2020.See file dsdata.txt to determine how the superseded data were derived.
 EJ2020
 EJ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1511366620(NAD 83)
 EJ2020_MARKER: DS = TRIANGULATION STATION DISK
 EJ2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ2020
 EJ2020  HISTORY     - Date     Condition        Report By
 EJ2020  HISTORY     - 1951     MONUMENTED       CGS
 EJ2020  HISTORY     - 1956     SEE DESCRIPTION  CGS
 EJ2020  HISTORY     - 1957     GOOD             CGS
 EJ2020  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EJ2020
 EJ2020                          STATION DESCRIPTION
 EJ2020
 EJ2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 EJ2020'STATION IS LOCATED ABOUT 1-1/2 MILE EAST OF THE VILLAGE
 EJ2020'OF CENTER POINT, 83 FEET NORTH OF THE NORTHEAST PIER SUPPORTING
 EJ2020'A PORCH OF AN ABANDONED FARM HOUSE, 79 FEET WEST OF THE
 EJ2020'CENTER OF STATE ROAD 26, AND 22 FEET SOUTH OF A FENCE THAT
 EJ2020'RUNS ROUGHLY EAST AND WEST.
 EJ2020'
 EJ2020'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 EJ2020'4 AND STATE ROAD 26 AT THE EASTERN EDGE OF CENTER POINT,
 EJ2020'GO EASTERLY ON STATE ROAD 26 FOR 1.7 MILES TO STATION ON
 EJ2020'LEFT AT ABANDONED FARM HOUSE.
 EJ2020'
 EJ2020'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 EJ2020'AND THE DISK IS STAMPED CENTER 1951.
 EJ2020'
 EJ2020'REFERENCE MARK NO. 1 IS 27 FEET WEST OF THE CENTER OF THE
 EJ2020'ROAD, AND 3 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK
 EJ2020'IS SET FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 EJ2020'IS STAMPED CENTER NO 1 1951.
 EJ2020'
 EJ2020'REFERENCE MARK NO. 2 IS 4 FEET SOUTH OF THE FENCE MENTIONED
 EJ2020'ABOVE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND,
 EJ2020'AND THE DISK IS STAMPED CENTER NO 2 1951.
 EJ2020'
 EJ2020'THERE WAS NO PLACE SUITABLE NEAR THE STATION TO SET AN AZIMUTH
 EJ2020'MARK.
 EJ2020'
 EJ2020'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 EJ2020'CONCRETE CYLINDERS.
 EJ2020'
 EJ2020'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ2020
 EJ2020                          STATION RECOVERY (1956)
 EJ2020
 EJ2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GT)
 EJ2020'DUE TO RELOCATED OF STATE HIGHWAY 26 THE DESCRIPTION CHANGED.
 EJ2020'THE MARKER IS A STANDARD TRIANGULATION DISK SET FLUSH WITH
 EJ2020'THE SURFACE OF THE GROUND AND STAMPED CENTER 1951.  LOCATED
 EJ2020'ABOUT 1.5 MILES E OF CENTER POINT, 79 FEET NW OF THE CENTERLINE
 EJ2020'OF HIGHWAY 26, 3 FEET N OF A BARN FENCE, 29 FEET SE OF A
 EJ2020'14-INCH WALNUT TREE, 75 FEET NE FROM THE EAST CORNER OF
 EJ2020'ALGER NEECE BARN WHICH IS LOCATED 1.7 MILES ON HIGHWAY 26
 EJ2020'FROM CENTER POINT.
 EJ2020'
 EJ2020'R.M. 1 AND R.M. 2 DESTROYED DUE TO NEW HIGHWAY UNDER CONSTRUCTION.
 EJ2020
 EJ2020                          STATION RECOVERY (1957)
 EJ2020
 EJ2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2020'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS
 EJ2020'DESCRIBED AND FOUND TO BE IN GOOD CONDITION, REFERENCE MARK
 EJ2020'3 AND A AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.  A
 EJ2020'COMPLETE DESCRIPTION FOLLOWS.
 EJ2020'
 EJ2020'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF CENTER POINT,
 EJ2020'79 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 26, 74 FEET
 EJ2020'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 22 FEET SOUTH
 EJ2020'OF A FENCE AND 4 FEET EAST OF A FENCE.  IT IS A STANDARD
 EJ2020'MARK AS DESCRIBED, SET FLUSH WITH THE SURFACE
 EJ2020'OF THE GROUND AND IS STAMPED CENTER 1951.
 EJ2020'
 EJ2020'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF A 36-INCH WALNUT
 EJ2020'TREE.  IT IS A STANDARD MARK AS DESCRIBED.  SET
 EJ2020'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CENTER
 EJ2020'NO 2 1951.
 EJ2020'
 EJ2020'REFERENCE MARK NO. 3 IS 6 FEET SOUTH OF THE CENTER OF A
 EJ2020'GATE AND 1 FOOT WEST OF A FENCE.  IT IS A STANDARD MARK
 EJ2020'AS DESCRIBED, PROJECTS 4 INCHES ABOVE THE SURFACE
 EJ2020'OF THE GROUND AND IS STAMPED CENTER NO 3 1951.
 EJ2020'
 EJ2020'AZIMUTH MARK IS 46 FEET WEST OF THE CENTER OF STATE HIGHWAY
 EJ2020'NO. 26, 19 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 EJ2020'OF A HOUSE AND 4 FEET EAST OF A FENCE.  IT IS A CORPS OF
 EJ2020'ENGINEERS MARK WITH A BRONZE DISK BRAZED TO THE TOP OF A
 EJ2020'2-INCH IRON PIPE, PROJECTS 15 INCHES ABOVE THE SURFACE OF
 EJ2020'THE GROUND AND IS STAMPED MF 1 1956.
 EJ2020'
 EJ2020'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EJ2020'NO. 4 AND 26 IN THE EAST EDGE OF CENTER POINT, GO EASTERLY
 EJ2020'ON STATE HIGHWAY NO. 26 FOR 1.7 MILES TO THE STATION AS
 EJ2020'DESCRIBED.
 EJ2020'
 EJ2020'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY
 EJ2020'ON STATE HIGHWAY NO. 26 FOR 0.2 MILE TO THE AZIMUTH MARK
 EJ2020'ON THE LEFT AS DESCRIBED.
 EJ2020
 EJ2020                          STATION RECOVERY (1963)
 EJ2020
 EJ2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 EJ2020'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 EJ2020'BY R.L.E. IN 1957.  A SEARCH WAS MADE FOR THE CORPS OF ENGINEERS
 EJ2020'MARK THAT WAS USED FOR THE AZIMUTH MARK BUT IT WAS NOT RECOVERED.
 EJ2020'THIS MARK HAS EVIDENTLY BEEN DESTROYED.
 EJ2020'
 EJ2020'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EJ2020'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0879 ***********************************************************************
 GE0879  DESIGNATION -  CENTER
 GE0879  PID         -  GE0879
 GE0879  STATE/COUNTY-  AR/SHARP
 GE0879  USGS QUAD   -  ASH FLAT (1980)
 GE0879
 GE0879                         *CURRENT SURVEY CONTROL
 GE0879  ___________________________________________________________________
 GE0879* NAD 83(1997)-  36 09 36.52709(N)    091 32 01.19220(W)     ADJUSTED  
 GE0879* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 GE0879  ___________________________________________________________________
 GE0879  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GE0879  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GE0879
 GE0879  HORZ ORDER  -  FIRST
 GE0879
 GE0879.The horizontal coordinates were established by classical geodetic methods
 GE0879.and adjusted by the National Geodetic Survey in September 1999..
 GE0879
 GE0879.The orthometric height was scaled from a topographic map.
 GE0879
 GE0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0879
 GE0879.The geoid height was determined by GEOID03.
 GE0879
 GE0879;                    North         East     Units Scale Factor Converg.
 GE0879;SPC AR N     -   202,774.405   441,960.623   MT  0.99998635   +0 16 16.9
 GE0879;SPC AR N     -   665,269.03  1,449,999.14   sFT  0.99998635   +0 16 16.9
 GE0879;UTM  15      - 4,002,707.237   631,894.028   MT  0.99981434   +0 51 55.2
 GE0879
 GE0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0879!SPC AR N     -   0.99996438  x   0.99998635  =   0.99995073
 GE0879!UTM  15      -   0.99996438  x   0.99981434  =   0.99977873
 GE0879
 GE0879:                Primary Azimuth Mark                     Grid Az
 GE0879:SPC AR N     -  CENTER AZ MK                             127 38 42.1
 GE0879:UTM  15      -  CENTER AZ MK                             127 03 03.8
 GE0879
 GE0879|---------------------------------------------------------------------|
 GE0879| PID    Reference Object                     Distance      Geod. Az  |
 GE0879|                                                           dddmmss.s |
 GE0879| CI1397 CENTER AZ MK                                       1275459.0 |
 GE0879| GE0881 CENTER LOOKOUT TOWER 14 1           341.623 METERS 19642     |
 GE0879| CI1398 CENTER RM 1                          20.001 METERS 21109     |
 GE0879| CI1399 CENTER RM 2                          26.265 METERS 29113     |
 GE0879|---------------------------------------------------------------------|
 GE0879
 GE0879                          SUPERSEDED SURVEY CONTROL
 GE0879
 GE0879  NAD 83(1986)-  36 09 36.53737(N)    091 32 01.19151(W) AD(       ) 1
 GE0879  NAD 27      -  36 09 36.28710(N)    091 32 00.69430(W) AD(       ) 1
 GE0879
 GE0879.Superseded values are not recommended for survey control.
 GE0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0879.See file dsdata.txt to determine how the superseded data were derived.
 GE0879
 GE0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3189402707(NAD 83)
 GE0879_MARKER: DS = TRIANGULATION STATION DISK
 GE0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0879
 GE0879  HISTORY     - Date     Condition        Report By
 GE0879  HISTORY     - 1953     MONUMENTED       CGS
 GE0879  HISTORY     - 1961     GOOD             USGS
 GE0879
 GE0879                          STATION DESCRIPTION
 GE0879
 GE0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0879'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF CENTER AND
 GE0879'0.3 MILE NORTH-NORTHEAST OF CENTER LOOKOUT TOWER NO. 14-1.
 GE0879'IT IS SET IN THE CENTER OF A TRIANGLE FORMED BY THE INTERSECTION
 GE0879'OF TWO ROADS, 25 FEET SOUTH OF THE CENTER OF A ROAD WHICH ANGLES
 GE0879'NORTHWESTERLY AND 23 FEET EAST OF THE CENTER OF THE ROAD THAT
 GE0879'INTERSECTS THE MAIN ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED
 GE0879'CENTER 1953.
 GE0879'
 GE0879'REFERENCE MARK 1 IS 42 FEET WEST OF THE CENTER OF A ROAD.
 GE0879'IT PROJECTS 5 INCHES AND IS STAMPED CENTER NO 1 1953.
 GE0879'
 GE0879'REFERENCE MARK 2 IS 20 FEET WEST OF THE CENTER OF A ROAD.
 GE0879'IT PROJECTS 6 INCHES AND IS STAMPED CENTER NO 2 1953.
 GE0879'
 GE0879'THE DISTANCE BETWEEN REFERENCE MARKS IS 98.8 FEET.
 GE0879'
 GE0879'THE AZIMUTH MARK IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE
 GE0879'STATION AND 0.2 MILE SOUTH OF THE POST OFFICE IN CENTER.  IT
 GE0879'IS 25 FEET WEST OF THE CENTER OF A ROAD, 2 FEET NORTH OF
 GE0879'THE NORTH CORNER POST OF A GATE AND 1 FOOT WEST OF A FENCE
 GE0879'LINE.  IT PROJECTS 4 INCHES AND IS STAMPED CENTER 1953.
 GE0879'
 GE0879'TO REACH THE STATION FROM THE POST OFFICE IN CENTER, GO
 GE0879'NORTH ON THE MAIN STREET FOR 0.35 MILE TO A FORK.  TAKE THE
 GE0879'LEFT FORK AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.8 MILE
 GE0879'TO A FORK AND A FARM HOUSE ON THE LEFT.  TAKE THE LEFT FORK
 GE0879'AND FOLLOW A WOODS ROAD NORTHWESTERLY FOR 1.3 MILES TO A
 GE0879'TRIANGLE FORMED BY THE INTERSECTION OF ANOTHER ROAD AND
 GE0879'THE STATION AS DESCRIBED.
 GE0879'
 GE0879'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0879
 GE0879                          STATION RECOVERY (1961)
 GE0879
 GE0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GE0879'REFERENCE MARK NO. 2 WAS FOUND BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1819 ***********************************************************************
 EJ1819  DESIGNATION -  CENTER GROVE
 EJ1819  PID         -  EJ1819
 EJ1819  STATE/COUNTY-  AR/GRANT
 EJ1819  USGS QUAD   -  PRAGUE (1984)
 EJ1819
 EJ1819                         *CURRENT SURVEY CONTROL
 EJ1819  ___________________________________________________________________
 EJ1819* NAD 83(1997)-  34 19 04.99896(N)    092 17 31.73977(W)     ADJUSTED  
 EJ1819* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 EJ1819  ___________________________________________________________________
 EJ1819  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 EJ1819  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ1819
 EJ1819  HORZ ORDER  -  THIRD
 EJ1819
 EJ1819.The horizontal coordinates were established by classical geodetic methods
 EJ1819.and adjusted by the National Geodetic Survey in September 1999..
 EJ1819
 EJ1819.The orthometric height was scaled from a topographic map.
 EJ1819
 EJ1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1819
 EJ1819.The geoid height was determined by GEOID03.
 EJ1819
 EJ1819;                    North         East     Units Scale Factor Converg.
 EJ1819;SPC AR S     -   583,198.773   373,112.700   MT  0.99993068   -0 09 48.6
 EJ1819;SPC AR S     - 1,913,377.97  1,224,120.58   sFT  0.99993068   -0 09 48.6
 EJ1819;UTM  15      - 3,797,649.038   565,124.391   MT  0.99965228   +0 23 56.7
 EJ1819
 EJ1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1819!SPC AR S     -   0.99998824  x   0.99993068  =   0.99991892
 EJ1819!UTM  15      -   0.99998824  x   0.99965228  =   0.99964052
 EJ1819
 EJ1819:                Primary Azimuth Mark                     Grid Az
 EJ1819:SPC AR S     -  JEFFERSON TV STATION KATV TWR            063 15 11.7
 EJ1819:UTM  15      -  JEFFERSON TV STATION KATV TWR            062 41 26.4
 EJ1819
 EJ1819|---------------------------------------------------------------------|
 EJ1819| PID    Reference Object                     Distance      Geod. Az  |
 EJ1819|                                                           dddmmss.s |
 EJ1819| EJ1783 JEFFERSON TV STATION KATV TWR       APPROX.12.8 KM 0630523.1 |
 EJ1819| CY5409 CENTER GROVE RM 1                    29.580 METERS 10012     |
 EJ1819| CY5408 CENTER GROVE AZ MK                                 1022457.3 |
 EJ1819| CY5410 CENTER GROVE RM 2                    27.158 METERS 34313     |
 EJ1819|---------------------------------------------------------------------|
 EJ1819
 EJ1819                          SUPERSEDED SURVEY CONTROL
 EJ1819
 EJ1819  NAD 83(1986)-  34 19 05.00864(N)    092 17 31.73153(W) AD(       ) 3
 EJ1819  NAD 27      -  34 19 04.66206(N)    092 17 31.18790(W) AD(       ) 3
 EJ1819
 EJ1819.Superseded values are not recommended for survey control.
 EJ1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1819.See file dsdata.txt to determine how the superseded data were derived.
 EJ1819
 EJ1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6512497649(NAD 83)
 EJ1819_MARKER: DS = TRIANGULATION STATION DISK
 EJ1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1819
 EJ1819  HISTORY     - Date     Condition        Report By
 EJ1819  HISTORY     - 1964     MONUMENTED       CGS
 EJ1819  HISTORY     - 19690217 GOOD             USGS
 EJ1819
 EJ1819                          STATION DESCRIPTION
 EJ1819
 EJ1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1819'THE STATION IS ABOUT 6-1/2 MILES EAST-NORTHEAST OF SHERIDAN,
 EJ1819'AT THE SMALL COMMUNITY OF CENTER GROVE, IN THE NORTHWEST 1/4
 EJ1819'OF SECTION 3, T 5 S, R 12 W. AND ON THE PROPERTY OF MR. HARVEY
 EJ1819'MC GEE.  IT IS 5 FEET NORTH OF A WITNESS POST, 21 FEET SOUTHWEST
 EJ1819'OF A 12 INCH PINE TREE, 64 FEET WEST OF A TELEPHONE POLE, 72
 EJ1819'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 270, 81 FEET WEST
 EJ1819'OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 113 FEET SOUTHWEST
 EJ1819'OF THE SOUTHWEST CORNER OF MR. MC GEES HOUSE.  THE MONUMENT IS
 EJ1819'FLUSH AND THE DISK IS STAMPED CENTER GROVE 1964.
 EJ1819'
 EJ1819'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 167 AND 270
 EJ1819'IN SHERIDAN, GO EAST ON U.S. HIGHWAY 270 FOR 3.4 MILES TO A
 EJ1819'CONCRETE BRIDGE ACROSS HURRICANE CREEK.  CONTINUE EAST ON HIGHWAY
 EJ1819'270 FOR 2.85 MILES TO THE STATION ON THE LEFT.
 EJ1819'
 EJ1819'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 270
 EJ1819'FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 EJ1819'
 EJ1819'REFERENCE MARK 1 IS 17 FEET EAST OF THE CENTERLINE OF THE
 EJ1819'GRAVELED DRIVEWAY, 36 FEET NORTHEAST OF A TELEPHONE POLE, 47 FEET
 EJ1819'SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE AND 71 FEET NORTH OF
 EJ1819'THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE
 EJ1819'DISK IS STAMPED CENTER GROVE NO 1 1964.
 EJ1819'
 EJ1819'REFERENCE MARK 2 IS 3 FEET SOUTH OF A 3 INCH OAK TREE, 94 FEET
 EJ1819'NORTH OF THE WITNESS POST AND 142 FEET WEST OF THE NORTHWEST
 EJ1819'CORNER OF THE HOUSE.  THE MONUMENT PROJECTS 5 INCHES AND THE
 EJ1819'DISK IS STAMPED CENTER GROVE NO 2 1964.
 EJ1819'
 EJ1819'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED
 EJ1819'IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE CULVERT HEADWALL.
 EJ1819'IT IS NEAR THE CENTER OF THE CONCRETE HEADWALL ON THE SOUTH
 EJ1819'SIDE OF U.S. HIGHWAY 270, 3 FEET WEST OF A WITNESS POST, 23 FEET
 EJ1819'NORTH OF A WIRE FENCE AND 39 FEET SOUTH OF THE CENTERLINE OF THE
 EJ1819'HIGHWAY.  THE DISK IS STAMPED CENTER GROVE 1964.
 EJ1819'
 EJ1819'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ1819
 EJ1819                          STATION RECOVERY (1969)
 EJ1819
 EJ1819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0881 ***********************************************************************
 GE0881  DESIGNATION -  CENTER LOOKOUT TOWER 14 1
 GE0881  PID         -  GE0881
 GE0881  STATE/COUNTY-  AR/SHARP
 GE0881  USGS QUAD   -  ASH FLAT (1980)
 GE0881
 GE0881                         *CURRENT SURVEY CONTROL
 GE0881  ___________________________________________________________________
 GE0881* NAD 83(1997)-  36 09 25.91124(N)    091 32 05.12033(W)     ADJUSTED  
 GE0881* NAVD 88     -                                                        
 GE0881  ___________________________________________________________________
 GE0881  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 GE0881  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GE0881
 GE0881  HORZ ORDER  -  THIRD
 GE0881
 GE0881.The horizontal coordinates were established by classical geodetic methods
 GE0881.and adjusted by the National Geodetic Survey in September 1999..
 GE0881
 GE0881
 GE0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0881
 GE0881.The geoid height was determined by GEOID03.
 GE0881
 GE0881;                    North         East     Units Scale Factor Converg.
 GE0881;SPC AR N     -   202,446.739   441,863.989   MT  0.99998584   +0 16 14.6
 GE0881;SPC AR N     -   664,194.01  1,449,682.10   sFT  0.99998584   +0 16 14.6
 GE0881;UTM  15      - 4,002,378.644   631,800.812   MT  0.99981404   +0 51 52.6
 GE0881
 GE0881                          SUPERSEDED SURVEY CONTROL
 GE0881
 GE0881  NAD 83(1986)-  36 09 25.92159(N)    091 32 05.11957(W) AD(       ) 4
 GE0881  NAD 27      -  36 09 25.67000(N)    091 32 04.62300(W) AD(       ) 3
 GE0881
 GE0881.Superseded values are not recommended for survey control.
 GE0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0881.See file dsdata.txt to determine how the superseded data were derived.
 GE0881
 GE0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3180102379(NAD 83)
 GE0881_MARKER: 57 = LOOKOUT TOWER
 GE0881
 GE0881  HISTORY     - Date     Condition        Report By
 GE0881  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0881  HISTORY     - 1962     GOOD             USGS
 GE0881
 GE0881                          STATION DESCRIPTION
 GE0881
 GE0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0881'THE TOWER IS LOCATED ON A HIGH POINT ABOUT 2 MILES NORTHWEST
 GE0881'OF CENTER.  IT IS A 4 LEGGED STRUCTURE SUPPORTING AN 8 FOOT
 GE0881'SQUARE TIN BUILDING WHICH IS ABOUT 8 FEET HIGH.  THE OVERALL
 GE0881'HEIGHT IS ABOUT 108 FEET.
 GE0881'
 GE0881'TO REACH THE TOWER FROM THE POST OFFICE IN CENTER, GO NORTH
 GE0881'ON A GRAVELED ROAD FOR 0.35 MILE TO A FORK.  TAKE THE LEFT FORK
 GE0881'AND CONTINUE NORTHERLY FOR 0.75 MILE TO A T-ROAD ON THE LEFT,
 GE0881'TURN LEFT AND FOLLOW A TRACK ROAD WESTERLY FOR 1.3 MILE TO
 GE0881'A T-ROAD LEFT.  TURN LEFT AND FOLLOW A TRACK ROAD SOUTHERLY
 GE0881'FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 GE0881'
 GE0881'THE TOP AND CENTER OF THE TIN BUILDING AT THE TOP OF THE TOWER
 GE0881'WAS OBSERVED.
 GE0881
 GE0881                          STATION RECOVERY (1962)
 GE0881
 GE0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GE0881'THE TOWER HAS BEEN REMOVED TO A NEW LOCATION, ABOUT 2 MILES SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0970 ***********************************************************************
 FH0970  DESIGNATION -  CENTRAL
 FH0970  PID         -  FH0970
 FH0970  STATE/COUNTY-  AR/SEBASTIAN
 FH0970  USGS QUAD   -  LAVACA (1997)
 FH0970
 FH0970                         *CURRENT SURVEY CONTROL
 FH0970  ___________________________________________________________________
 FH0970* NAD 83(1997)-  35 19 11.12942(N)    094 14 35.19964(W)     ADJUSTED  
 FH0970* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 FH0970  ___________________________________________________________________
 FH0970  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 FH0970  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FH0970
 FH0970  HORZ ORDER  -  FIRST
 FH0970
 FH0970.The horizontal coordinates were established by classical geodetic methods
 FH0970.and adjusted by the National Geodetic Survey in September 1999..
 FH0970
 FH0970.The orthometric height was scaled from a topographic map.
 FH0970
 FH0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0970
 FH0970.The geoid height was determined by GEOID03.
 FH0970
 FH0970;                    North         East     Units Scale Factor Converg.
 FH0970;SPC AR N     -   111,758.345   196,058.825   MT  0.99994653   -1 18 19.0
 FH0970;SPC AR N     -   366,660.50    643,236.33   sFT  0.99994653   -1 18 19.0
 FH0970;SPC OK N     -    42,087.834   941,553.198   MT  1.00005398   +2 13 01.6
 FH0970;SPC OK N     -   138,083.17  3,089,079.12   sFT  1.00005398   +2 13 01.6
 FH0970;SPC OK S     -   226,706.564   941,547.369   MT  1.00001822   +2 07 56.9
 FH0970;SPC OK S     -   743,786.45  3,089,059.99   sFT  1.00001822   +2 07 56.9
 FH0970;UTM  15      - 3,909,212.716   387,004.149   MT  0.99975735   -0 43 07.6
 FH0970
 FH0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0970!SPC AR N     -   0.99998227  x   0.99994653  =   0.99992880
 FH0970!SPC OK N     -   0.99998227  x   1.00005398  =   1.00003624
 FH0970!SPC OK S     -   0.99998227  x   1.00001822  =   1.00000049
 FH0970!UTM  15      -   0.99998227  x   0.99975735  =   0.99973962
 FH0970
 FH0970|---------------------------------------------------------------------|
 FH0970| PID    Reference Object                     Distance      Geod. Az  |
 FH0970|                                                           dddmmss.s |
 FH0970| CI1405 CENTRAL RM 1                         34.844 METERS 02236     |
 FH0970| CI1406 CENTRAL RM 2                         28.375 METERS 25719     |
 FH0970| CI1404 CENTRAL AZ MK                                      3551258.1 |
 FH0970|---------------------------------------------------------------------|
 FH0970
 FH0970                          SUPERSEDED SURVEY CONTROL
 FH0970
 FH0970  NAD 83(1997)-  35 19 11.13562(N)    094 14 35.19537(W) AD(       ) 1
 FH0970  NAD 83(1986)-  35 19 11.13548(N)    094 14 35.18956(W) AD(       ) 1
 FH0970  NAD 27      -  35 19 10.80900(N)    094 14 34.43400(W) AD(       ) 1
 FH0970
 FH0970.Superseded values are not recommended for survey control.
 FH0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0970.See file dsdata.txt to determine how the superseded data were derived.
 FH0970
 FH0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8700409213(NAD 83)
 FH0970_MARKER: DS = TRIANGULATION STATION DISK
 FH0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0970
 FH0970  HISTORY     - Date     Condition        Report By
 FH0970  HISTORY     - 1940     MONUMENTED       CGS
 FH0970  HISTORY     - 1953     GOOD             USAF
 FH0970  HISTORY     - 1955     GOOD             CGS
 FH0970  HISTORY     - 1959     GOOD             CGS
 FH0970  HISTORY     - 1963     GOOD             CGS
 FH0970  HISTORY     - 1963     GOOD             USE
 FH0970
 FH0970                          STATION DESCRIPTION
 FH0970
 FH0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0970'STATION IS LOCATED ABOUT 11 MILES SE OF FORT SMITH AND 0.6
 FH0970'MILE E OF CENTRAL CITY, ON THE S SIDE OF STATE HIGHWAY 22
 FH0970'IN A ROAD RIGHT-OF-WAY OF AN OLD ROAD GRADE.  PRESUMABLY
 FH0970'ON PROPERTY OF THE STATE OF ARKANSAS.
 FH0970'
 FH0970'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FH0970'BRONZE DISKS SET IN CONCRETE.
 FH0970'
 FH0970'THE MARK IS STAMPED, CENTRAL 1940 AND PROJECTS 6 INCHES.
 FH0970'IT IS 66 FEET S OF THE CENTER OF STATE HIGHWAY 22, 27 FEET
 FH0970'S OF A FENCE, 9 FEET N OF A FENCE, 120 FEET E OF THE CENTER
 FH0970'OF A DIRT ROAD AND 28 FEET S OF A WHITE REFERENCE POST.
 FH0970'
 FH0970'REFERENCE MARK NO.1 IS STAMPED CENTRAL NO.1, 1940 AND PROJECTS
 FH0970'6 INCHES.  IT IS 40 FEET N OF THE CENTER OF STATE HIGHWAY
 FH0970'22, 50 FEET W OF A TELEPHONE POLE AND ABOUT 1 FOOT HIGHER
 FH0970'THAN THE STATION.
 FH0970'
 FH0970'REFERENCE MARK NO.2 IS STAMPED CENTRAL NO.2, 1940 AND PROJECTS
 FH0970'2 INCHES.  IT IS 2 FEET N OF A FENCE, 8 FEET E OF A FENCE,
 FH0970'24 FEET E OF THE CENTER OF A DIRT ROAD, AND 1 FOOT HIGHER
 FH0970'THAN THE STATION.
 FH0970'
 FH0970'THE AZIMUTH MARK IS STAMPED CENTRAL 1940 AND PROJECTS 10
 FH0970'INCHES.  IT IS 2 FEET W OF A FENCE, 2.4 FEET S OF A WHITE
 FH0970'REFERENCE POST, 14 FEET W OF THE CENTER OF A DIRT ROAD,
 FH0970'AND 11 FEET S OF A SMALL STREAM.
 FH0970'
 FH0970'TO REACH AZIMUTH MARK FROM THE STATION, GO N ON A DIRT ROAD,
 FH0970'0.25 MILE TO A SMALL STREAM CROSSING ROAD AND AZIMUTH MARK
 FH0970'ON LEFT, (W) SIDE OF ROAD.
 FH0970'
 FH0970'TO REACH THE STATION FROM CENTRAL CITY, GO E ON STATE HIGHWAY
 FH0970'22 FOR 0.6 MILE TO A DIRT CROSS ROAD AND STATION ON THE
 FH0970'RIGHT, (S) SIDE OF HIGHWAY.
 FH0970'
 FH0970'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH0970
 FH0970                          STATION RECOVERY (1953)
 FH0970
 FH0970'RECOVERY NOTE BY US AIR FORCE 1953
 FH0970'LETTER OF LT. COL. HOWARD A. BURD, COMDR., 1ST COMPUTATIONS
 FH0970'TECHNICAL SQUADRON, FORBES AFB, TOPEKA, KANSAS DATED OCT
 FH0970'13, 1953-
 FH0970'
 FH0970'STATION RECOVERED AND FOUND IN GOOD CONDITION.  LOCATED
 FH0970'ABOUT 11 MILES SE OF FORT SMITH AND 0.6 MILE E OF CENTRAL
 FH0970'CITY, ON THE SOUTH SIDE OF STATE HIGHWAY 22, ON THE MILITARY
 FH0970'RESERVATION OF CAMP CHAFFEE.  IT IS 66 FEET S OF THE CENTER
 FH0970'OF THE HIGHWAY, APPROXIMATELY 5 FEET S OF NORTH BOUNDARY
 FH0970'FENCE OF CAMP CHAFFEE MILITARY RESERVATION.
 FH0970'
 FH0970'NOTE- THERE IS NO FENCE SOUTH OF THE STATION AND THE FORMER
 FH0970'DIRT ROAD EAST OF STATION IS NOT USED AND HAS BECOME UNRECOGNISABLE.
 FH0970
 FH0970                          STATION RECOVERY (1955)
 FH0970
 FH0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 FH0970'THE STATION, RM 2 AND THE AZIMUTH MARK WERE RECOVERED AS
 FH0970'DESCRIBED.  THE ANGLE BETWEEN THE AZIMUTH AND RM 2 DOES
 FH0970'NOT CHECK VERY GOOD, THE STATION AND REFERENCE MARK ARE
 FH0970'IN AN AREA OF EXTENSIVE GRADING, AND EITHER OR BOTH MAY
 FH0970'HAVE BEEN SLIGHTLY DISTURBED.
 FH0970'
 FH0970'RM 1 HAS BEEN DESTROYED BY THE GRADING.
 FH0970
 FH0970                          STATION RECOVERY (1959)
 FH0970
 FH0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0970'THE STATION RECOVERED AND STATION MARK, R.M. NO. 2 AND AZIMUTH
 FH0970'MARK FOUND IN GOOD CONDITION.  THE STATION IS OPPOSITE A
 FH0970'SERVICE STATION AND CAFE AND MARK IS 4 FEET SOUTH OF THE
 FH0970'TOP OF THE BANK AND FLUSH WITH THE GROUND.
 FH0970'
 FH0970'R.M. NO. 1 WAS PROBABLY DESTROYED WHEN THE RIGHT OF WAY
 FH0970'WAS GRADED BEFORE THE SERVICE STATION WAS ERECTED.
 FH0970'
 FH0970'R.M. NO. 2 IS ABOUT 20 FEET SOUTH OF A POWER LINE POLE,
 FH0970'4 FEET NORTH-NORTHWEST OF THE FOOT OF THE GUY WIRE AND IS
 FH0970'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FH0970'
 FH0970'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 FH0970'
 FH0970'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 FH0970
 FH0970                          STATION RECOVERY (1963)
 FH0970
 FH0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 FH0970'THE STATION, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 FH0970'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK IS NOT
 FH0970'V.G. AS IT IS BLOCKED BY BUILDINGS FROM THE STATION.  THE
 FH0970'STATION IS 90.6 FT. EAST OF THE GUY-WIRED POWER LINE POLE
 FH0970'THAT IS OPPOSITE THE SIDE ROAD NORTH TO THE AZIMUTH MARK
 FH0970'AND 5.3 FT. SOUTH OF A FENCE.
 FH0970
 FH0970                          STATION RECOVERY (1963)
 FH0970
 FH0970'RECOVERY NOTE BY US ENGINEERS 1963
 FH0970'RECOVERED BY 3RD TAB 25TH ARTY.
 FH0970'
 FH0970'STATION AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.
 FH0970'TO REACH STATION FROM CENTRAL CITY, GO E ON ST HWY 22 FOR
 FH0970'0.6 MILE TO A TRUCK STOP.  STATION IS ON S SIDE OF HIGHWAY
 FH0970'INSIDE FORT CHAFFEE RESERVATION FENCE APPROXIMATELY 1 METER.
 FH0970'A METAL TARGET IS NOW ERECTED OVER STATION.  THE TARGET
 FH0970'IS 15 FEET TALL PAINTED ALTERNATE BLACK AND WHITE IN 2 FEET
 FH0970'SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1983 ***********************************************************************
 EJ1983  DESIGNATION -  CHALYBEATE MTN FIRE LOT 3
 EJ1983  PID         -  EJ1983
 EJ1983  STATE/COUNTY-  AR/CLARK
 EJ1983  USGS QUAD   -  DE GRAY (1976)
 EJ1983
 EJ1983                         *CURRENT SURVEY CONTROL
 EJ1983  ___________________________________________________________________
 EJ1983* NAD 83(1997)-  34 12 08.22308(N)    093 14 05.83829(W)     ADJUSTED  
 EJ1983* NAVD 88     -                                                        
 EJ1983  ___________________________________________________________________
 EJ1983  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 EJ1983  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ1983
 EJ1983  HORZ ORDER  -  THIRD
 EJ1983
 EJ1983.The horizontal coordinates were established by classical geodetic methods
 EJ1983.and adjusted by the National Geodetic Survey in September 1999..
 EJ1983
 EJ1983
 EJ1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1983
 EJ1983.The geoid height was determined by GEOID03.
 EJ1983
 EJ1983;                    North         East     Units Scale Factor Converg.
 EJ1983;SPC AR S     -   571,005.680   286,191.645   MT  0.99992274   -0 41 28.3
 EJ1983;SPC AR S     - 1,873,374.47    938,947.09   sFT  0.99992274   -0 41 28.3
 EJ1983;UTM  15      - 3,784,610.165   478,353.952   MT  0.99960578   -0 07 55.5
 EJ1983
 EJ1983                          SUPERSEDED SURVEY CONTROL
 EJ1983
 EJ1983  NAD 83(1986)-  34 12 08.23317(N)    093 14 05.83021(W) AD(       ) 4
 EJ1983  NAD 27      -  34 12 07.88700(N)    093 14 05.20600(W) AD(       ) 3
 EJ1983
 EJ1983.Superseded values are not recommended for survey control.
 EJ1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1983.See file dsdata.txt to determine how the superseded data were derived.
 EJ1983
 EJ1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7835484610(NAD 83)
 EJ1983_MARKER: 57 = LOOKOUT TOWER
 EJ1983
 EJ1983  HISTORY     - Date     Condition        Report By
 EJ1983  HISTORY     - 1941     FIRST OBSERVED   CGS
 EJ1983  HISTORY     - 1957     GOOD             CGS
 EJ1983
 EJ1983                          STATION DESCRIPTION
 EJ1983
 EJ1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1983'STATION IS A LOOKOUT TOWER OF THE ARKANSAS FORESTRY COMMISSION.
 EJ1983'IT IS LOCATED 11 MILES NW OF ARKADELPHIA.
 EJ1983'
 EJ1983'THE TOWER IS OF STEEL CONSTRUCTION AND IS ABOUT 100 FEET
 EJ1983'HIGH.
 EJ1983'
 EJ1983'THIS STATION WAS NOT VISITED.
 EJ1983
 EJ1983                          STATION RECOVERY (1957)
 EJ1983
 EJ1983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1983'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF ARKADELPHIA
 EJ1983'AND ABOUT 8 MILES EAST OF ALPINE.  IT IS 90 FEET SOUTH OF A
 EJ1983'HOUSE AND 60 FEET NORTH OF THE CENTER OF GRAVELED ROAD.  IT
 EJ1983'IS A FOUR LEGGED STEEL STRUCTURE WITH GLASS ENCLOSED TOP.
 EJ1983'THE TOP AND CENTER WAS INTERSECTED.
 EJ1983'
 EJ1983'TO REACH FROM THE POST OFFICE IN ALPINE GO EASTERLY ON STATE
 EJ1983'HIGHWAY 8 FOR 8.6 MILES TO THE WINDFIELD CREEK BRIDGE, CONTINUE ON
 EJ1983'STATE HIGHWAY 8 FOR 0.6 MILE TO A T ROAD LEFT AND CATTLE GUARD,
 EJ1983'TURN LEFT ON GRAVELED ROAD AND CONTINUE FOR 1.0 MILE TO A FORK,
 EJ1983'KEEP RIGHT ON MAIN TRAVELED ROAD FOR 0.3 MILE AND FIRE TOWER
 EJ1983'ON THE RIGHT AS DESCRIBED.
 EJ1983'
 EJ1983'PROBABLY THE SAME AS GRAVEL PIT LOOKOUT TOWER, 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1285 ***********************************************************************
 DL1285  DESIGNATION -  CHAMBERSVILLE
 DL1285  PID         -  DL1285
 DL1285  STATE/COUNTY-  AR/CALHOUN
 DL1285  USGS QUAD   -  CHAMBERSVILLE (1985)
 DL1285
 DL1285                         *CURRENT SURVEY CONTROL
 DL1285  ___________________________________________________________________
 DL1285* NAD 83(1997)-  33 44 51.76265(N)    092 25 49.62367(W)     ADJUSTED  
 DL1285* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 DL1285  ___________________________________________________________________
 DL1285  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DL1285  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL1285
 DL1285  HORZ ORDER  -  THIRD
 DL1285
 DL1285.The horizontal coordinates were established by classical geodetic methods
 DL1285.and adjusted by the National Geodetic Survey in September 1999..
 DL1285
 DL1285.The orthometric height was scaled from a topographic map.
 DL1285
 DL1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1285
 DL1285.The geoid height was determined by GEOID03.
 DL1285
 DL1285;                    North         East     Units Scale Factor Converg.
 DL1285;SPC AR S     -   519,984.958   360,118.569   MT  0.99993092   -0 14 27.3
 DL1285;SPC AR S     - 1,705,983.98  1,181,489.01   sFT  0.99993092   -0 14 27.3
 DL1285;UTM  15      - 3,734,329.001   552,751.931   MT  0.99963430   +0 18 59.1
 DL1285
 DL1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1285!SPC AR S     -   0.99998903  x   0.99993092  =   0.99991995
 DL1285!UTM  15      -   0.99998903  x   0.99963430  =   0.99962333
 DL1285
 DL1285:                Primary Azimuth Mark                     Grid Az
 DL1285:SPC AR S     -  FORDYCE RADIO STA KAY 742 MAST           005 23 48.0
 DL1285:UTM  15      -  FORDYCE RADIO STA KAY 742 MAST           004 50 21.6
 DL1285
 DL1285|---------------------------------------------------------------------|
 DL1285| PID    Reference Object                     Distance      Geod. Az  |
 DL1285|                                                           dddmmss.s |
 DL1285| DL1296 FORDYCE RADIO STA KAY 742 MAST      APPROX. 7.2 KM 0050920.7 |
 DL1285| DL1294 FORDYCE RAD STA KKB 595 MAST        APPROX. 7.4 KM 0051826.1 |
 DL1285| DL1291 FORDYCE GA PACIFIC CORP STACK       APPROX. 7.8 KM 0053909.8 |
 DL1285| DL1299 FORDYCE LUMBER CO W TANK            APPROX. 7.8 KM 0065507.7 |
 DL1285| DL1298 FORDYCE LUMBER CO E TANK            APPROX. 7.8 KM 0073923.8 |
 DL1285| DL1290 FORDYCE RADIO STA KBJT MAST         APPROX. 9.2 KM 0113125.1 |
 DL1285| DL1295 FORDYCE RAD STA KKB 298 TOWER       APPROX. 6.9 KM 0114249.6 |
 DL1285| DL1289 FORDYCE ARK PWR AND LT CO TANK      APPROX. 6.8 KM 0115815.4 |
 DL1285| CY5413 CHAMBERSVILLE RM 1                   25.713 METERS 07045     |
 DL1285| CY5414 CHAMBERSVILLE RM 2                   26.863 METERS 16026     |
 DL1285| CY5415 CHAMBERSVILLE RM 3                                 2794704.0 |
 DL1285| DL1297 THORNTON MUNICIPAL TANK             APPROX. 6.5 KM 2985735.9 |
 DL1285| DL1382 BUCKSNORT                           APPROX.11.0 KM 3211516.7 |
 DL1285|---------------------------------------------------------------------|
 DL1285
 DL1285                          SUPERSEDED SURVEY CONTROL
 DL1285
 DL1285  NAD 83(1997)-  33 44 51.77308(N)    092 25 49.61551(W) AD(       ) 3
 DL1285  NAD 83(1986)-  33 44 51.77366(N)    092 25 49.61626(W) AD(       ) 3
 DL1285  NAD 27      -  33 44 51.39213(N)    092 25 49.06366(W) AD(       ) 3
 DL1285
 DL1285.Superseded values are not recommended for survey control.
 DL1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1285.See file dsdata.txt to determine how the superseded data were derived.
 DL1285
 DL1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5275234329(NAD 83)
 DL1285_MARKER: DS = TRIANGULATION STATION DISK
 DL1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1285_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1285
 DL1285  HISTORY     - Date     Condition        Report By
 DL1285  HISTORY     - 1964     MONUMENTED       CGS
 DL1285
 DL1285                          STATION DESCRIPTION
 DL1285
 DL1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1285'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF THORNTON, 4 MILES
 DL1285'SOUTH OF FORDYCE, ON THE GROUNDS OF THE OLD CHAMBERSVILLE
 DL1285'SCHOOL THAT IS USED AS A COMMUNITY HALL AT THIS TIME,
 DL1285'IN THE SOUTHWEST 1/4 OF SECTION 22, T 11 S, R 13 W. AND
 DL1285'ON COUNTY PROPERTY THAT IS LEASED BY THE AMERICAN LEGION.
 DL1285'IT IS 29 FEET SOUTH OF A WITNESS POST AND A WIRE FENCE,
 DL1285'39 FEET SOUTHEAST OF A 48 INCH OAK TREE, 57 FEET NORTH OF A
 DL1285'DRIVEWAY, 92 FEET WEST OF THE NORTHWEST CORNER OF THE OLD
 DL1285'SCHOOL BUILDING AND 110 FEET NORTHEAST OF A Y-FORK ROAD
 DL1285'INTERSECTION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 DL1285'CHAMBERSVILLE 1964.
 DL1285'
 DL1285'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 79 AND 167
 DL1285'IN THORNTON, GO SOUTH ON HIGHWAY 167 FOR 0.65 MILES TO A
 DL1285'CROSSROAD.  TURN LEFT AND GO EAST-SOUTHEAST AND EAST ON A
 DL1285'GRAVELED ROAD FOR 4.0 MILES TO REFERENCE MARK 3 ON THE LEFT.
 DL1285'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.15 MILE TO A REVERSE
 DL1285'Y-FORK AND THE STATION 110 FEET NORTH OF THE ROAD FORK.
 DL1285'
 DL1285'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE WIRE FENCE, 22 FEET
 DL1285'SOUTHWEST OF A 24 INCH PINE TREE, 38 FEET NORTH-NORTHWEST
 DL1285'OF THE NORTHWEST CORNER OF THE OLD SCHOOL BUILDING AND 87
 DL1285'FEET EAST OF THE WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES
 DL1285'AND THE DISK IS STAMPED CHAMBERSVILLE NO 1 1964.
 DL1285'
 DL1285'REFERENCE MARK 2 IS 21 FEET EAST OF A 40 INCH OAK TREE,
 DL1285'32 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 64 FEET WEST
 DL1285'OF THE SOUTHWEST CORNER OF THE BUILDING AND 86 FEET EAST OF A
 DL1285'GRAVELED ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 DL1285'IS STAMPED CHAMBERSVILLE NO 2 1964.
 DL1285'
 DL1285'REFERENCE MARK 3 IS 1 FOOT SOUTH OF A WIRE FENCE, 2 FEET WEST OF
 DL1285'A WITNESS POST, 32 FEET NORTH OF A CENTERLINE OF A GRAVELED ROAD
 DL1285'AND 29 FEET EAST-NORTHEAST OF A POWER POLE.  THE MONUMENT PROJECTS
 DL1285'5 INCHES AND THE DISK IS STAMPED CHAMBERSVILLE 1964.
 DL1285'
 DL1285'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1347 ***********************************************************************
 DL1347  DESIGNATION -  CHANEY
 DL1347  PID         -  DL1347
 DL1347  STATE/COUNTY-  AR/UNION
 DL1347  USGS QUAD   -  EL DORADO EAST (1981)
 DL1347
 DL1347                         *CURRENT SURVEY CONTROL
 DL1347  ___________________________________________________________________
 DL1347* NAD 83(1997)-  33 12 39.65378(N)    092 33 09.36424(W)     ADJUSTED  
 DL1347* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 DL1347  ___________________________________________________________________
 DL1347  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DL1347  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL1347
 DL1347  HORZ ORDER  -  SECOND
 DL1347
 DL1347.The horizontal coordinates were established by classical geodetic methods
 DL1347.and adjusted by the National Geodetic Survey in September 1999..
 DL1347
 DL1347.The orthometric height was scaled from a topographic map.
 DL1347
 DL1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1347
 DL1347.The geoid height was determined by GEOID03.
 DL1347
 DL1347;                    North         East     Units Scale Factor Converg.
 DL1347;SPC AR S     -   460,515.353   348,480.097   MT  1.00002092   -0 18 33.4
 DL1347;SPC AR S     - 1,510,874.12  1,143,305.12   sFT  1.00002092   -0 18 33.4
 DL1347;UTM  15      - 3,674,769.640   541,694.533   MT  0.99962143   +0 14 42.2
 DL1347
 DL1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1347!SPC AR S     -   0.99999188  x   1.00002092  =   1.00001280
 DL1347!UTM  15      -   0.99999188  x   0.99962143  =   0.99961332
 DL1347
 DL1347|---------------------------------------------------------------------|
 DL1347| PID    Reference Object                     Distance      Geod. Az  |
 DL1347|                                                           dddmmss.s |
 DL1347| CY5416 CHANEY RM 1                          28.261 METERS 22150     |
 DL1347| DL1346 NICK SPRINGS LOT 8 3 AFC             66.239 METERS 24400     |
 DL1347| DL1355 EL DORADO ARK PWR CO RAD MAST       APPROX.10.1 KM 2681137.7 |
 DL1347| DL1345 NORPHLET MUNICIPAL TANK             APPROX.15.8 KM 3180758.7 |
 DL1347| DL1344 NORPHLET                            APPROX.17.9 KM 3222641.8 |
 DL1347| CY5417 CHANEY RM 2                          32.467 METERS 33211     |
 DL1347|---------------------------------------------------------------------|
 DL1347
 DL1347                          SUPERSEDED SURVEY CONTROL
 DL1347
 DL1347  NAD 83(1997)-  33 12 39.66306(N)    092 33 09.35755(W) AD(       ) 2
 DL1347  NAD 83(1986)-  33 12 39.66596(N)    092 33 09.35616(W) AD(       ) 2
 DL1347  NAD 27      -  33 12 39.19900(N)    092 33 08.82300(W) AD(       ) 2
 DL1347
 DL1347.Superseded values are not recommended for survey control.
 DL1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1347.See file dsdata.txt to determine how the superseded data were derived.
 DL1347
 DL1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4169574770(NAD 83)
 DL1347_MARKER: DS = TRIANGULATION STATION DISK
 DL1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1347
 DL1347  HISTORY     - Date     Condition        Report By
 DL1347  HISTORY     - 1952     MONUMENTED       CGS
 DL1347  HISTORY     - 1964     GOOD             CGS
 DL1347
 DL1347                          STATION DESCRIPTION
 DL1347
 DL1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1347'THE STATION IS IN SECTION 28, T 17 S, R 14 W, ABOUT 8-1/2 MILES
 DL1347'SOUTH OF CALION, 6-1/2 MILES EAST OF EL DORADO, 89 FEET
 DL1347'SOUTHEAST OF A TRANSFORMER POLE, 36 FEET EAST OF THE CENTER
 DL1347'OF A SAND ROAD AND 5 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 DL1347'POST.
 DL1347'
 DL1347'TO REACH THE STATION FROM THE COURTHOUSE IN EL DORADO, GO EAST
 DL1347'ON STATE HIGHWAY 15 FOR 7.5 MILES TO A SAND ROAD ON THE RIGHT,
 DL1347'TURN RIGHT AND GO SOUTHERLY FOR 2.0 MILES TO THE LOOKOUT TOWER
 DL1347'ON THE RIGHT AND THE STATION ON THE LEFT.
 DL1347'
 DL1347'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1347'
 DL1347'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1347'CHANEY 1952.
 DL1347'
 DL1347'REFERENCE MARK 1 IS 17 FEET WEST OF THE CENTER OF THE ROAD,
 DL1347'5 FEET SOUTH OF THE TRANSFORMER POLE AND 1 FOOT EAST OF A
 DL1347'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1347'CHANEY NO 1 1952.
 DL1347'
 DL1347'REFERENCE MARK 2 IS 24 FEET WEST OF THE CENTER OF THE ROAD
 DL1347'AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 DL1347'AND THE DISK IS STAMPED CHANEY NO 2 1952.
 DL1347'
 DL1347'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1347
 DL1347                          STATION RECOVERY (1964)
 DL1347
 DL1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1347'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1347'CONDITION.  TO REACH THE STATION FROM EL DORADO, FROM THE
 DL1347'JUNCTION OF U.S. HIGHWAY 167 AND STATE HIGHWAY 15 IN THE EAST
 DL1347'EDGE OF TOWN, GO EAST ON STATE HIGHWAY 15 FOR 5.6 MILES TO
 DL1347'A SURFACED T-ROAD RIGHT JUST BEFORE REACHING THE UNION SCHOOL
 DL1347'ON RIGHT, TURN RIGHT AND FOLLOW MAIN ROAD SOUTHERLY FOR 2.0
 DL1347'MILES TO STATION ON LEFT AND LOOKOUT TOWER ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1806 ***********************************************************************
 FF1806  DESIGNATION -  CHARLOTTE
 FF1806  PID         -  FF1806
 FF1806  STATE/COUNTY-  AR/INDEPENDENCE
 FF1806  USGS QUAD   -  GRANGE (1976)
 FF1806
 FF1806                         *CURRENT SURVEY CONTROL
 FF1806  ___________________________________________________________________
 FF1806* NAD 83(1997)-  35 52 55.32174(N)    091 25 58.60015(W)     ADJUSTED  
 FF1806* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 FF1806  ___________________________________________________________________
 FF1806  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 FF1806  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF1806
 FF1806  HORZ ORDER  -  SECOND
 FF1806
 FF1806.The horizontal coordinates were established by classical geodetic methods
 FF1806.and adjusted by the National Geodetic Survey in September 1999..
 FF1806
 FF1806.The orthometric height was scaled from a topographic map.
 FF1806
 FF1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1806
 FF1806.The geoid height was determined by GEOID03.
 FF1806
 FF1806;                    North         East     Units Scale Factor Converg.
 FF1806;SPC AR N     -   171,964.322   451,200.979   MT  0.99994940   +0 19 47.9
 FF1806;SPC AR N     -   564,186.28  1,480,315.21   sFT  0.99994940   +0 19 47.9
 FF1806;UTM  15      - 3,971,998.335   641,450.598   MT  0.99984655   +0 55 07.1
 FF1806
 FF1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1806!SPC AR N     -   0.99997658  x   0.99994940  =   0.99992598
 FF1806!UTM  15      -   0.99997658  x   0.99984655  =   0.99982313
 FF1806
 FF1806:                Primary Azimuth Mark                     Grid Az
 FF1806:SPC AR N     -  CHARLOTTE AZ MK                          005 03 02.6
 FF1806:UTM  15      -  CHARLOTTE AZ MK                          004 27 43.4
 FF1806
 FF1806|---------------------------------------------------------------------|
 FF1806| PID    Reference Object                     Distance      Geod. Az  |
 FF1806|                                                           dddmmss.s |
 FF1806| CI1419 CHARLOTTE AZ MK                                    0052250.5 |
 FF1806| FF1805 CHARLOTTE LOOKOUT TOWER              11.332 METERS 08251     |
 FF1806| CI1420 CHARLOTTE RM 1                       28.175 METERS 10529     |
 FF1806| CI1421 CHARLOTTE RM 2                       27.681 METERS 33828     |
 FF1806|---------------------------------------------------------------------|
 FF1806
 FF1806                          SUPERSEDED SURVEY CONTROL
 FF1806
 FF1806  NAD 83(1997)-  35 52 55.33189(N)    091 25 58.59997(W) AD(       ) 2
 FF1806  NAD 83(1986)-  35 52 55.33296(N)    091 25 58.59974(W) AD(       ) 2
 FF1806  NAD 27      -  35 52 55.06570(N)    091 25 58.11870(W) AD(       ) 2
 FF1806
 FF1806.Superseded values are not recommended for survey control.
 FF1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1806.See file dsdata.txt to determine how the superseded data were derived.
 FF1806
 FF1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4145171998(NAD 83)
 FF1806_MARKER: DS = TRIANGULATION STATION DISK
 FF1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1806
 FF1806  HISTORY     - Date     Condition        Report By
 FF1806  HISTORY     - 1954     MONUMENTED       CGS
 FF1806
 FF1806                          STATION DESCRIPTION
 FF1806
 FF1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1806'THE STATION IS ABOUT 13 MILES NORTHEAST OF BATESVILLE, 7-1/2
 FF1806'MILES SOUTHEAST OF CAVE CITY, 5 MILES NORTH OF CHARLOTTE, AT
 FF1806'THE SITE OF THE CHARLOTTE LOOKOUT TOWER, 52 FEET SOUTH OF A
 FF1806'POWER-LINE POLE, 36 FEET EAST OF A WIRE FENCE AND 7 FEET
 FF1806'WEST-SOUTHWEST OF A 4 IN X 4 IN WITNESS POST.
 FF1806'
 FF1806'TO REACH THE STATION FROM THE POST OFFICE IN CHARLOTTE GO NORTH
 FF1806'ON STATE HIGHWAY 25 FOR 0.6 MILE TO A FORK, TURN LEFT (LEAVING
 FF1806'HIGHWAY), AND GO NORTHERLY ON A GRAVELED ROAD FOR 2.4 MILES
 FF1806'TO A CROSS ROAD, CONTINUE NORTHERLY FOR 1.35 MILE TO THE CURIA
 FF1806'CREEK BRIDGE, CONTINUE NORTHERLY ON THE MAIN ROAD FOR 1.35 MILE
 FF1806'TO A SIDE ROAD ON THE LEFT AND A SIGN (FIRE TOWER), TURN LEFT
 FF1806'AND GO NORTHWESTERLY FOR 1.1 MILES TO A FORK, TURN LEFT AND GO
 FF1806'SOUTHWESTERLY FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FF1806'CONTINUE SOUTHERLY FOR 0.25 MILE TO THE LOOKOUT TOWER AND THE
 FF1806'STATION MARK.
 FF1806'
 FF1806'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1806'CHARLOTTE 1954.
 FF1806'
 FF1806'REFERENCE MARK NO. 1 IS 48 FEET EAST OF THE SOUTHEAST LEG OF
 FF1806'THE TOWER AND 46 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 FF1806'6 INCHES AND THE DISK IS STAMPED CHARLOTTE NO 1 1954.
 FF1806'
 FF1806'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE DRIVEWAY TO THE
 FF1806'LOOKOUT TOWER, 39 FEET NORTHWEST OF THE POWER-LINE POLE AND
 FF1806'1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 FF1806'THE DISK IS STAMPED CHARLOTTE NO 2 1954.
 FF1806'
 FF1806'THE AZIMUTH MARK IS 12 FEET WEST OF THE ROAD AND 3 FEET SOUTH
 FF1806'OF A 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 FF1806'THE DISK IS STAMPED CHARLOTTE 1954.
 FF1806'
 FF1806'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1805 ***********************************************************************
 FF1805  DESIGNATION -  CHARLOTTE LOOKOUT TOWER
 FF1805  PID         -  FF1805
 FF1805  STATE/COUNTY-  AR/INDEPENDENCE
 FF1805  USGS QUAD   -  GRANGE (1976)
 FF1805
 FF1805                         *CURRENT SURVEY CONTROL
 FF1805  ___________________________________________________________________
 FF1805* NAD 83(1997)-  35 52 55.36750(N)    091 25 58.15188(W)     ADJUSTED  
 FF1805* NAVD 88     -                                                        
 FF1805  ___________________________________________________________________
 FF1805  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 FF1805  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF1805
 FF1805  HORZ ORDER  -  THIRD
 FF1805
 FF1805.The horizontal coordinates were established by classical geodetic methods
 FF1805.and adjusted by the National Geodetic Survey in September 1999..
 FF1805.No horizontal observational check was made to the station.
 FF1805
 FF1805
 FF1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1805
 FF1805.The geoid height was determined by GEOID03.
 FF1805
 FF1805;                    North         East     Units Scale Factor Converg.
 FF1805;SPC AR N     -   171,965.797   451,212.214   MT  0.99994940   +0 19 48.1
 FF1805;SPC AR N     -   564,191.12  1,480,352.07   sFT  0.99994940   +0 19 48.1
 FF1805;UTM  15      - 3,971,999.925   641,461.816   MT  0.99984659   +0 55 07.3
 FF1805
 FF1805                          SUPERSEDED SURVEY CONTROL
 FF1805
 FF1805  NAD 83(1997)-  35 52 55.37765(N)    091 25 58.15170(W) AD(       ) 4
 FF1805  NAD 83(1986)-  35 52 55.37872(N)    091 25 58.15147(W) AD(       ) 4
 FF1805  NAD 27      -  35 52 55.11100(N)    091 25 57.67000(W) AD(       ) 3
 FF1805
 FF1805.Superseded values are not recommended for survey control.
 FF1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1805.See file dsdata.txt to determine how the superseded data were derived.
 FF1805
 FF1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4146272000(NAD 83)
 FF1805_MARKER: 57 = LOOKOUT TOWER
 FF1805
 FF1805  HISTORY     - Date     Condition        Report By
 FF1805  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1805
 FF1805                          STATION DESCRIPTION
 FF1805
 FF1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1805'THE STATION IS ABOUT 13 MILES NORTHEAST OF BATESVILLE AND
 FF1805'7-1/2 MILES SOUTHEAST OF CAVE CITY.
 FF1805'
 FF1805'THE LOOKOUT TOWER IS A 4-LEGGED WOODEN STRUCTURE SUPPORTING
 FF1805'A 6 FOOT SQUARE WOOD AND GLASS HOUSE.  THE TOP OF THE HOUSE
 FF1805'IS ABOUT 113 FEET HIGH.
 FF1805'
 FF1805'THE POINT OBSERVED ON WAS THE APEX OF THE HOUSE.
 FF1805'
 FF1805'A TRAVERSE MEASUREMENT WAS MADE TO AN INTERSECTION OF THE LEGS
 FF1805'AT THE BASE OF THE TOWER FROM TRIANGULATION STATION CHARLOTTE
 FF1805'AND THE DISTANCE IS 37.18 FEET, 11.332 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0481 ***********************************************************************
 EJ0481  DESIGNATION -  CHAS
 EJ0481  PID         -  EJ0481
 EJ0481  STATE/COUNTY-  AR/JEFFERSON
 EJ0481  USGS QUAD   -  PINE BLUFF (1984)
 EJ0481
 EJ0481                         *CURRENT SURVEY CONTROL
 EJ0481  ___________________________________________________________________
 EJ0481* NAD 83(1986)-  34 13 33.     (N)    092 01 13.     (W)     SCALED    
 EJ0481* NAVD 88     -        69.510  (meters)     228.05   (feet)  ADJUSTED  
 EJ0481  ___________________________________________________________________
 EJ0481  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ0481  DYNAMIC HT  -          69.443 (meters)     227.83  (feet)  COMP
 EJ0481  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EJ0481
 EJ0481  VERT ORDER  -  FIRST     CLASS II
 EJ0481
 EJ0481.The horizontal coordinates were scaled from a topographic map and have
 EJ0481.an estimated accuracy of +/- 6 seconds.
 EJ0481
 EJ0481.The orthometric height was determined by differential leveling
 EJ0481.and adjusted by the National Geodetic Survey in June 1991..
 EJ0481
 EJ0481.The geoid height was determined by GEOID03.
 EJ0481
 EJ0481.The dynamic height is computed by dividing the NAVD 88
 EJ0481.geopotential number by the normal gravity value computed on the
 EJ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0481.degrees latitude (g = 980.6199 gals.).
 EJ0481
 EJ0481.The modeled gravity was interpolated from observed gravity values.
 EJ0481
 EJ0481;                    North         East    Units  Estimated Accuracy
 EJ0481;SPC AR S     -   572,930.      398,130.      MT  (+/- 180 meters Scaled)
 EJ0481
 EJ0481                          SUPERSEDED SURVEY CONTROL
 EJ0481
 EJ0481  NGVD 29 (??/??/92)   69.597  (m)          228.34   (f) ADJ UNCH    1 2
 EJ0481
 EJ0481.Superseded values are not recommended for survey control.
 EJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0481.See file dsdata.txt to determine how the superseded data were derived.
 EJ0481
 EJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT902876(NAD 83)
 EJ0481_MARKER: DD = SURVEY DISK
 EJ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0481_STAMPING: CHAS 1934
 EJ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0481+STABILITY: SURFACE MOTION
 EJ0481
 EJ0481  HISTORY     - Date     Condition        Report By
 EJ0481  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0481  HISTORY     - 1938     GOOD             NGS
 EJ0481  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0481  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0481
 EJ0481                          STATION DESCRIPTION
 EJ0481
 EJ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 EJ0481'IN PINE BLUFF.
 EJ0481'AT PINE BLUFF, JEFFERSON COUNTY, 1 MILE WEST ALONG THE MISSOURI
 EJ0481'PACIFIC RAILROAD FROM THE UNION STATION, 63 FEET SOUTHWEST OF POLE
 EJ0481'387+14, 85.4 FEET WEST OF THE CENTER OF THE CROSSING OF THE ST. LOUIS
 EJ0481'SOUTHWESTERN RAILWAY, AND 19 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 EJ0481'TRACK OF THE M.P.R.R.  A STATE SURVEY STANDARD DISK, STAMPED CHAS 1934
 EJ0481'AND SET IN THE TOP OF A CONCRETE POST.
 EJ0481
 EJ0481                          STATION RECOVERY (1962)
 EJ0481
 EJ0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0481'MARK NOT FOUND.
 EJ0481
 EJ0481                          STATION RECOVERY (1984)
 EJ0481
 EJ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0481'NOT RECOVERED THIS DATE.  THE RAILROAD TRACKS HAVE BEEN CHANGED.  THE
 EJ0481'MARK IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1913 ***********************************************************************
 FF1913  DESIGNATION -  CHELFORD
 FF1913  PID         -  FF1913
 FF1913  STATE/COUNTY-  AR/MISSISSIPPI
 FF1913  USGS QUAD   -  JOINER (1983)
 FF1913
 FF1913                         *CURRENT SURVEY CONTROL
 FF1913  ___________________________________________________________________
 FF1913* NAD 83(1997)-  35 31 02.56186(N)    090 14 13.04108(W)     ADJUSTED  
 FF1913* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 FF1913  ___________________________________________________________________
 FF1913  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FF1913  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF1913
 FF1913  HORZ ORDER  -  SECOND
 FF1913
 FF1913.The horizontal coordinates were established by classical geodetic methods
 FF1913.and adjusted by the National Geodetic Survey in September 1999..
 FF1913
 FF1913.The orthometric height was scaled from a topographic map.
 FF1913
 FF1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1913
 FF1913.The geoid height was determined by GEOID03.
 FF1913
 FF1913;                    North         East     Units Scale Factor Converg.
 FF1913;SPC AR N     -   132,791.192   559,906.780   MT  0.99993661   +1 01 33.3
 FF1913;SPC AR N     -   435,665.77  1,836,960.83   sFT  0.99993661   +1 01 33.3
 FF1913;SPC TN       -   139,686.731   215,800.424   MT  0.99996359   -2 28 49.7
 FF1913;SPC TN       -   458,288.88    708,005.22   sFT  0.99996359   -2 28 49.7
 FF1913;UTM  15      - 3,933,932.324   750,566.880   MT  1.00037377   +1 36 21.7
 FF1913
 FF1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1913!SPC AR N     -   0.99999352  x   0.99993661  =   0.99993013
 FF1913!SPC TN       -   0.99999352  x   0.99996359  =   0.99995711
 FF1913!UTM  15      -   0.99999352  x   1.00037377  =   1.00036728
 FF1913
 FF1913|---------------------------------------------------------------------|
 FF1913| PID    Reference Object                     Distance      Geod. Az  |
 FF1913|                                                           dddmmss.s |
 FF1913| CI4102 CHELFORD RM 1                        31.610 METERS 04649     |
 FF1913| CI4103 CHELFORD RM 2                        27.187 METERS 15033     |
 FF1913| FF2052 TRYONZA MUNICIPAL TANK              APPROX.11.4 KM 2543739.0 |
 FF1913| CI4101 CHELFORD AZ MK                                     2761709.5 |
 FF1913|---------------------------------------------------------------------|
 FF1913
 FF1913                          SUPERSEDED SURVEY CONTROL
 FF1913
 FF1913  NAD 83(1997)-  35 31 02.56276(N)    090 14 13.04073(W) AD(       ) 2
 FF1913  NAD 83(1986)-  35 31 02.57353(N)    090 14 13.04087(W) AD(       ) 2
 FF1913  NAD 27      -  35 31 02.27750(N)    090 14 12.69540(W) AD(       ) 2
 FF1913
 FF1913.Superseded values are not recommended for survey control.
 FF1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1913.See file dsdata.txt to determine how the superseded data were derived.
 FF1913
 FF1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5056733932(NAD 83)
 FF1913_MARKER: DS = TRIANGULATION STATION DISK
 FF1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1913
 FF1913  HISTORY     - Date     Condition        Report By
 FF1913  HISTORY     - 1954     MONUMENTED       CGS
 FF1913  HISTORY     - 1970     MARK NOT FOUND   NGS
 FF1913  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF1913
 FF1913                          STATION DESCRIPTION
 FF1913
 FF1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1913'THE STATION IS 9-1/2 MILES NORTH OF TURRELL, 8-1/2 MILES
 FF1913'SOUTHEAST OF LEPANTO, 4-1/2 MILES WEST OF JOINER, 100 YARDS EAST
 FF1913'OF SULCERS GENERAL STORE, 39 FEET NORTHEAST OF A GRAVEL ROAD, 36
 FF1913'FEET NORTHWEST OF A DIRT ROAD AND 22 FEET NORTH OF A TELEPHONE
 FF1913'POLE.
 FF1913'
 FF1913'THE MARK IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED
 FF1913'CHELFORD 1954.
 FF1913'
 FF1913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 63
 FF1913'AND 61 ABOUT 1-1/2 MILES NORTHWEST OF TURRELL, GO NORTHEAST
 FF1913'ON U.S. HIGHWAY 61 FOR 1.45 MILES TO A SIDE ROAD ON THE LEFT,
 FF1913'TURN LEFT AND GO NORTHERLY ON A GRAVEL ROAD FOR 8.2 MILES TO
 FF1913'A EAST CURVE IN THE ROAD, BEAR RIGHT WITH THE MAIN ROAD FOR 0.2
 FF1913'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON
 FF1913'A GRAVEL ROAD FOR 0.25 MILE TO THE GENERAL STORE ON THE LEFT
 FF1913'AND THE STATION MARK ON THE RIGHT, CONTINUE NORTH AND WEST ON
 FF1913'THE MAIN ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 FF1913'AS DESCRIBED.
 FF1913'
 FF1913'REFERENCE MARK NO. 1 IS 35 FEET NORTHWEST OF THE DIRT ROAD.
 FF1913'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CHELFORD
 FF1913'NO 1 1954.
 FF1913'
 FF1913'REFERENCE MARK NO. 2 IS 6 FEET SOUTHWEST OF A TELEPHONE POLE
 FF1913'AND 4 FEET WEST OF A 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 FF1913'3 INCHES AND THE DISK IS STAMPED CHELFORD NO 2 1954.
 FF1913'
 FF1913'THE AZIMUTH MARK IS 24 FEET SOUTHEAST OF A GRAVEL ROAD, 2.5
 FF1913'FEET EAST-SOUTHEAST OF A 4 IN X 4 IN WITNESS POST, AND 1 FOOT
 FF1913'NORTHEAST OF A POWER-LINE POLE.  THE MARK PROJECTS 2 INCHES
 FF1913'AND THE DISK IS STAMPED CHELFORD 1954.
 FF1913'
 FF1913'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF1913
 FF1913                          STATION RECOVERY (1970)
 FF1913
 FF1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FF1913'AFTER A LONG AND EXTENDED SEARCH, THE AZIMUTH MARK MONUMENT WITH
 FF1913'THE DISK SHEARED OFF WAS RECOVERED.  NO EVIDENCE WHATEVER WAS
 FF1913'FOUND OF THE STATION MARK OR THE REFERENCE MARKS.  NONE OF THE
 FF1913'OBJECTS TO WHICH REFERENCE MEASUREMENTS WERE MADE ARE NOW IN
 FF1913'EXISTENCE AND WHAT IS THOUGHT TO BE THE ORIGINAL STATION SITE
 FF1913'IS NOW UNDER CULTIVATION AND IN CROP.  SINCE THE STATION WAS
 FF1913'ESTABLISHED THERE HAS BEEN A NEW STATE ROUTE 118 CONSTRUCTED
 FF1913'VERY NEARBY, AND IT IS THOUGHT THAT THE REFERENCE MARKS
 FF1913'WERE POSSIBLY DESTROYED BY ROAD CONSTRUCTION AND CULTIVATION.
 FF1913'
 FF1913'LATE THIS FALL WHEN ALL FOLIAGE HAS DROPPED FROM THE TREES, IT
 FF1913'MAY BE POSSIBLE TO SEE THE TRYONZA, MUNICIPAL WATER TANK ABOUT
 FF1913'7.0 MILES WEST-SOUTHWEST AND A TANGENT LINE SET UP TO AID IN
 FF1913'LOCATING THE MARK.  WHEN THE CROP IS HARVESTED IN THE AREA,
 FF1913'ANOTHER SEARCH WILL BE MADE TO FIND THE STATION MARK BY
 FF1913'EXTENSIVE PRODDING THE SURROUNDING AREA.
 FF1913'
 FF1913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF1913'AT CHELFORD.
 FF1913
 FF1913                          STATION RECOVERY (1979)
 FF1913
 FF1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (DPT)
 FF1913'A THOROUGH SEARCH WAS MADE OF THE AREA, BUT NO EVIDENCE OF THE
 FF1913'MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1181 ***********************************************************************
 GE1181  DESIGNATION -  CHERPORT
 GE1181  PID         -  GE1181
 GE1181  STATE/COUNTY-  AR/SHARP
 GE1181  USGS QUAD   -  STUART (1981)
 GE1181
 GE1181                         *CURRENT SURVEY CONTROL
 GE1181  ___________________________________________________________________
 GE1181* NAD 83(1997)-  36 16 01.81252(N)    091 33 36.12070(W)     ADJUSTED  
 GE1181* NAVD 88     -       216.2    (meters)     709.     (feet)  VERTCON   
 GE1181  ___________________________________________________________________
 GE1181  X           -    -140,169.214 (meters)                     COMP
 GE1181  Y           -  -5,146,760.952 (meters)                     COMP
 GE1181  Z           -   3,752,246.004 (meters)                     COMP
 GE1181  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GE1181  ELLIP HEIGHT-         188.07  (meters)          (09/24/01) GPS OBS
 GE1181  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GE1181
 GE1181  HORZ ORDER  -  FIRST
 GE1181  ELLP ORDER  -  FOURTH    CLASS II
 GE1181
 GE1181.This mark is at Cherokee Village Airport (CVK)
 GE1181
 GE1181.The horizontal coordinates were established by GPS observations
 GE1181.and adjusted by the National Geodetic Survey in September 1999..
 GE1181
 GE1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1181
 GE1181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1181
 GE1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1181
 GE1181.The ellipsoidal height was determined by GPS observations
 GE1181.and is referenced to NAD 83.
 GE1181
 GE1181.The geoid height was determined by GEOID03.
 GE1181
 GE1181;                    North         East     Units Scale Factor Converg.
 GE1181;SPC AR N     -   214,638.994   439,534.904   MT  1.00000686   +0 15 21.7
 GE1181;SPC AR N     -   704,194.77  1,442,040.76   sFT  1.00000686   +0 15 21.7
 GE1181;UTM  15      - 4,014,543.796   629,345.717   MT  0.99980614   +0 51 07.0
 GE1181
 GE1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1181!SPC AR N     -   0.99997048  x   1.00000686  =   0.99997734
 GE1181!UTM  15      -   0.99997048  x   0.99980614  =   0.99977663
 GE1181
 GE1181|---------------------------------------------------------------------|
 GE1181| PID    Reference Object                     Distance      Geod. Az  |
 GE1181|                                                           dddmmss.s |
 GE1181| GE1182 CHERPORT AZ MK                      394.789 METERS 22518     |
 GE1181|---------------------------------------------------------------------|
 GE1181
 GE1181                          SUPERSEDED SURVEY CONTROL
 GE1181
 GE1181  ELLIP H (09/14/99)  188.07   (m)                       GP(       ) 4 1
 GE1181  NAD 83(1986)-  36 16 01.82504(N)    091 33 36.12557(W) AD(       ) 1
 GE1181  NGVD 29 (11/13/90)  216.1    (m)          709.     (f) GPS OBS        
 GE1181
 GE1181.Superseded values are not recommended for survey control.
 GE1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1181.See file dsdata.txt to determine how the superseded data were derived.
 GE1181
 GE1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2934614544(NAD 83)
 GE1181_MARKER: DH = HORIZONTAL CONTROL DISK
 GE1181_SETTING: 66 = SET IN ROCK OUTCROP
 GE1181_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GE1181_STAMPING: CHERPORT 1990
 GE1181_MARK LOGO: NGS   
 GE1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1181+STABILITY: POSITION/ELEVATION WELL
 GE1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1181+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 GE1181
 GE1181  HISTORY     - Date     Condition        Report By
 GE1181  HISTORY     - 1990     MONUMENTED       NGS
 GE1181  HISTORY     - 19910212 GOOD
 GE1181
 GE1181                          STATION DESCRIPTION
 GE1181
 GE1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1181'STATION IS LOCATED ABOUT 11.6 KM (7.2 MI) EAST OF AGNOS, 10.1 KM
 GE1181'(6.3 MI) SOUTHWEST OF HARDY, AND 6.1 KM (3.8 MI) NORTHEAST OF ASH
 GE1181'FLAT.  AT THE ASH FLAT CHEROKEE VILLAGE AIRSTRIP. OWNERSHIP--CITY OF
 GE1181'ASH FLAT AR 72525.  LEASED BY ALLEN BOIKE (LIVES OUT OF TOWN).  NO
 GE1181'AIRPORT MANAGER.  CONTACT JOHN KINGSBURY OR NORM BOIKE AT THE
 GE1181'AIRPORT.  TELEPHONE 501-257-2289.
 GE1181'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 63 IN HARDY, GO
 GE1181'SOUTHWESTERLY ON U.S.HIGHWAY 62 FOR 11.71 KM (7.28 MI) TO A PAVED
 GE1181'ROAD ON THE RIGHT (ALLEGHENY DRIVE).  TURN RIGHT AND GO NORTHERLY ON
 GE1181'ALLEGHENY DRIVE FOR 1.14 KM (0.71 MI) TO A T-JUNCTION.  TURN LEFT AND
 GE1181'GO WEST ON A PAVED ROAD FOR 0.13 KM (0.08 MI) TO A GATE. PASS THROUGH
 GE1181'THE GATE AND CONTINUE WEST ON THE AIRPORT ENTRANCE ROAD FOR 125 FEET
 GE1181'TO AN APRON.  CONTINUE WEST ACROSS THE APRON FOR 0.11 KM (0.07 MI) TO
 GE1181'A RUNWAY.  TURN LEFT AND GO ALONG FOR 0.24 KM (0.15 MI) TO THE
 GE1181'STATION ON THE LEFT, SET IN A PIECE OF 3X6 ROCK OUTCROP.
 GE1181'THE STATION IS SET 34.3 M (112.5 FT) SOUTH FROM A RUNWAY LIGHT, 30.1 M
 GE1181'(98.8 FT) SOUTHEAST FROM THE RUNWAY CENTERLINE, 0.9 M (3.0 FT)
 GE1181'NORTHWEST FROM A CARSONITE WITNESS POST.
 GE1181'DESCRIBED BY R.D.BALL
 GE1181
 GE1181                          STATION RECOVERY (1991)
 GE1181
 GE1181'RECOVERED 1991
 GE1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1847 ***********************************************************************
 FG1847  DESIGNATION -  CHICKALAH
 FG1847  PID         -  FG1847
 FG1847  STATE/COUNTY-  AR/YELL
 FG1847  USGS QUAD   -  CHICKALAH MOUNTAIN EAST (1972)
 FG1847
 FG1847                         *CURRENT SURVEY CONTROL
 FG1847  ___________________________________________________________________
 FG1847* NAD 83(1997)-  35 08 25.08318(N)    093 20 43.32166(W)     ADJUSTED  
 FG1847* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 FG1847  ___________________________________________________________________
 FG1847  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 FG1847  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 FG1847
 FG1847  HORZ ORDER  -  FIRST
 FG1847
 FG1847.The horizontal coordinates were established by classical geodetic methods
 FG1847.and adjusted by the National Geodetic Survey in September 1999..
 FG1847
 FG1847.The orthometric height was scaled from a topographic map.
 FG1847
 FG1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1847
 FG1847.The geoid height was determined by GEOID03.
 FG1847
 FG1847;                    North         East     Units Scale Factor Converg.
 FG1847;SPC AR N     -    90,363.854   277,401.912   MT  0.99996576   -0 46 58.3
 FG1847;SPC AR N     -   296,468.74    910,109.44   sFT  0.99996576   -0 46 58.3
 FG1847;UTM  15      - 3,888,656.657   468,538.501   MT  0.99961220   -0 11 55.6
 FG1847
 FG1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1847!SPC AR N     -   0.99996868  x   0.99996576  =   0.99993444
 FG1847!UTM  15      -   0.99996868  x   0.99961220  =   0.99958089
 FG1847
 FG1847|---------------------------------------------------------------------|
 FG1847| PID    Reference Object                     Distance      Geod. Az  |
 FG1847|                                                           dddmmss.s |
 FG1847| CI1440 CHICKALAH RM 1                        8.496 METERS 00304     |
 FG1847| CI1439 CHICKALAH AZ MK                                    1113623.2 |
 FG1847| FG1840 OLA MUNICIPAL TANK                  APPROX.16.1 KM 1360804.5 |
 FG1847| CI1441 CHICKALAH RM 2                       11.058 METERS 27548     |
 FG1847|---------------------------------------------------------------------|
 FG1847
 FG1847                          SUPERSEDED SURVEY CONTROL
 FG1847
 FG1847  NAD 83(1997)-  35 08 25.09510(N)    093 20 43.31739(W) AD(       ) 1
 FG1847  NAD 83(1986)-  35 08 25.09470(N)    093 20 43.31717(W) AD(       ) 1
 FG1847  NAD 27      -  35 08 24.77400(N)    093 20 42.66200(W) AD(       ) 1
 FG1847
 FG1847.Superseded values are not recommended for survey control.
 FG1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1847.See file dsdata.txt to determine how the superseded data were derived.
 FG1847
 FG1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6853988657(NAD 83)
 FG1847_MARKER: DS = TRIANGULATION STATION DISK
 FG1847_SETTING: 66 = SET IN ROCK OUTCROP
 FG1847
 FG1847  HISTORY     - Date     Condition        Report By
 FG1847  HISTORY     - 1940     MONUMENTED       CGS
 FG1847  HISTORY     - 1972     GOOD             NGS
 FG1847
 FG1847                          STATION DESCRIPTION
 FG1847
 FG1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1847'STATION IS LOCATED ABOUT 6.5 MILES NE OF DANVILLE, AND ABOUT
 FG1847'10.0 MILES WNW OF CENTERVILLE ON THE S RIM OF A HEAVILY
 FG1847'TIMBERED MESA KNOWN LOCALLY AS CHICKALAH MOUNTAIN.  STATION
 FG1847'IS ON HIGHEST POINT OF MOUNTAIN SET IN LARGE BOULDER THAT PROJECTS
 FG1847'ABOUT 10 FEET ABOVE GROUND.
 FG1847'
 FG1847'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 FG1847'DRILL HOLES IN OUTCROPPING BEDROCK.
 FG1847'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 FG1847'
 FG1847'STATION STAMPED, CHICKALAH 1940 IS SET IN A LARGE BOULDER THAT
 FG1847'PROJECTS ABOUT 10.0 FEET ABOVE THE GROUND.  IT IS 41.0 FEET
 FG1847'S OF A 2-FOOT OAK TREE WITH A TRIANGLE BLAZE, AND 6 FEET
 FG1847'ESE OF AN 8-INCH OAK TREE WITH A TRIANGLE BLAZE.
 FG1847'
 FG1847'REFERENCE MARK NO.1 STAMPED, CHICKALAH NO.1 1940 IS ABOUT
 FG1847'10.0 FEET LOWER THAN THE STATION.  IT IS 23.5 FEET SW OF A
 FG1847'2-FOOT OAK TREE WITH A TRIANGLE BLAZE.
 FG1847'
 FG1847'REFERENCE MARK NO.2 STAMPED, CHICKALAH NO.2 1940 IS ABOUT
 FG1847'10 FEET LOWER THAN THE STATION.  IT IS 30.0 FEET W OF AN 8-INCH
 FG1847'OAK TREE WITH A TRIANGLE BLAZE.
 FG1847'
 FG1847'AZIMUTH MARK STAMPED, CHICKALAH 1940 PROJECTS ABOUT 6 INCHES
 FG1847'ABOVE THE GROUND.  IT IS 15.0 FEET W OF THE CENTER LINE OF
 FG1847'TRACK ROAD, 4.7 FEET NW OF A WHITE REFERENCE POST, AND 86.0 FEET
 FG1847'N OF THE CENTER LINE OF STATE ROAD NO.27.
 FG1847'
 FG1847'AZIMUTH MARK IS REACHED AS FOLLOWS- FROM CHICKALAH GO W ON
 FG1847'STATE ROAD 27, 2.7 MILES TO AZIMUTH MARK ON THE RIGHT (N).
 FG1847'
 FG1847'STATION IS REACHED AS FOLLOWS- FROM CHICKALAH GO W ON STATE
 FG1847'ROAD 27, 1.5 MILES TO DIRT ROAD ON THE RIGHT (N).  TURN
 FG1847'RIGHT (N) AND GO 2.6 MILES TO LANE ON LEFT (S), JUST W OF
 FG1847'FENCE.  TURN LEFT (S) AND GO ON LANE 0.5 MILE TO DIM WAGON
 FG1847'ROAD ON W, ABOUT 100 YARDS N OF OLD SAW MILL.  TURN RIGHT (W) ON
 FG1847'DIM WAGON ROAD AND GO 0.2 MILE TO DIM FORK.  TAKE LEFT FORK
 FG1847'AND GO S 0.3 MILE TO TOP OF HILL AND STATION.
 FG1847
 FG1847                          STATION RECOVERY (1972)
 FG1847
 FG1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1847'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 FG1847'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ANGLE BETWEEN
 FG1847'THE REFERENCE MARKS WAS VERIFIED.  THE DISTANCES TO THE
 FG1847'REFERENCE MARKS WAS NOT CHECKED THIS DATE.  THE DISTANCES LISTED
 FG1847'ABOVE IS THE 1940 DISTANCES.  THE AZIMUTH MARK WAS SEARCHED
 FG1847'FOR, BUT COULD NOT BE FOUND DUE TO RECONSTRUCTION OF STATE
 FG1847'HIGHWAY 27.  A NEW AZIMUTH MARK WAS NOT SET THIS DATE.  THE
 FG1847'DESCRIPTION OF THE MARKS IS ADEQUATE FOR RECOVERY.  DUE TO
 FG1847'ROAD CHANGES A NEW DESCRIPTION FOR A ROUTE TO REACH THE
 FG1847'STATION FOLLOWS-
 FG1847'
 FG1847'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FG1847'27 AND 307, ABOUT 1.5 MILES SOUTHWEST OF THE VILLAGE OF
 FG1847'CHICKALAH, GO WEST ON STATE HIGHWAY 304 FOR 2.95 MILES TO
 FG1847'A CROSSROAD.  TURN LEFT, CROSS A CATTLE GUARD AND FOLLOW A
 FG1847'DIRT TRACK ROAD SOUTH FOR 1.0 MILE TO A FORK AT THE NORTH SIDE
 FG1847'OF MR. THOMAS C. GHEENS HOUSE, THE PROPERTY OWNER.  TAKE THE
 FG1847'RIGHT FORK AND GO EAST ON A TRACK ROAD FOR 0.05 MILE TO A
 FG1847'FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON THE
 FG1847'TRACK ROAD FOR 0.15 MILE TO END OF TRUCK TRAVEL.  PACK SOUTH
 FG1847'ABOUT 150 YARDS TO THE STATION ON THE TOP OF A BOULDER THAT
 FG1847'PROJECTS ABOUT 10 FEET AND AT THE EDGE OF A BLUFF.
 FG1847'
 FG1847'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6-1/2
 FG1847'MILES NORTHEAST OF DANVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1102 ***********************************************************************
 DK1102  DESIGNATION -  CHICOT BOLT
 DK1102  PID         -  DK1102
 DK1102  STATE/COUNTY-  AR/CHICOT
 DK1102  USGS QUAD   -  RED LEAF (1970)
 DK1102
 DK1102                         *CURRENT SURVEY CONTROL
 DK1102  ___________________________________________________________________
 DK1102* NAD 83(1986)-  33 17 36.     (N)    091 10 36.     (W)     SCALED    
 DK1102* NAVD 88     -        38.27   (+/-2cm)     125.6    (feet)  VERTCON   
 DK1102  ___________________________________________________________________
 DK1102  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1102
 DK1102  VERT ORDER  -  ? (See Below)
 DK1102
 DK1102.The horizontal coordinates were scaled from a topographic map and have
 DK1102.an estimated accuracy of +/- 6 seconds.
 DK1102
 DK1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1102.The vertical order pertains to the NGVD 29 superseded value.
 DK1102
 DK1102.The geoid height was determined by GEOID03.
 DK1102
 DK1102;                    North         East    Units  Estimated Accuracy
 DK1102;SPC AR S     -   469,820.      476,690.      MT  (+/- 180 meters Scaled)
 DK1102
 DK1102                          SUPERSEDED SURVEY CONTROL
 DK1102
 DK1102  NGVD 29 (??/??/??)   38.338  (m)          125.78   (f) ADJUSTED    ?  
 DK1102
 DK1102.Superseded values are not recommended for survey control.
 DK1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1102.See file dsdata.txt to determine how the superseded data were derived.
 DK1102
 DK1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS697852(NAD 83)
 DK1102_MARKER: B = BOLT
 DK1102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1102
 DK1102  HISTORY     - Date     Condition        Report By
 DK1102  HISTORY     - UNK      MONUMENTED       DOD
 DK1102  HISTORY     - 1934     GOOD             CGS
 DK1102
 DK1102                          STATION DESCRIPTION
 DK1102
 DK1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1102'.75 MI W FROM SUNNYSIDE.
 DK1102'3.9 MILES SOUTH ALONG THE LEVEE FROM VANCLUSE LANDING, CHICOT COUNTY,
 DK1102'ABOUT 3/4 MILE WEST OF SUNNYSIDE LANDING, ON THE SUNNYSIDE PLANTATION,
 DK1102'ABOUT 2,216 FEET NORTHWEST OF P.B.M. SUNNYSIDE 32 FT. (U.S.E.),
 DK1102'DESCRIBED BELOW, ABOUT 750 FEET WEST OF THE CENTER LINE OF THE LEVEE,
 DK1102'ABOUT 800 FEET SOUTHEAST OF THE JUNCTION OF DIRT ROADS, AND ABOUT 400
 DK1102'FEET SOUTH OF THE ROAD LEADING TO THE LEVEE.  THE TOP OF A TILE ABOUT
 DK1102'3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE AND
 DK1102'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0962 ***********************************************************************
 DK0962  DESIGNATION -  CHICOT BOLT
 DK0962  PID         -  DK0962
 DK0962  STATE/COUNTY-  AR/DESHA
 DK0962  USGS QUAD   -  CATFISH POINT (1972)
 DK0962
 DK0962                         *CURRENT SURVEY CONTROL
 DK0962  ___________________________________________________________________
 DK0962* NAD 83(1986)-  33 37 50.     (N)    091 10 55.     (W)     SCALED    
 DK0962* NAVD 88     -        41.70   (+/-2cm)     136.8    (feet)  VERTCON   
 DK0962  ___________________________________________________________________
 DK0962  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0962
 DK0962  VERT ORDER  -  ? (See Below)
 DK0962
 DK0962.The horizontal coordinates were scaled from a topographic map and have
 DK0962.an estimated accuracy of +/- 6 seconds.
 DK0962
 DK0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0962.The vertical order pertains to the NGVD 29 superseded value.
 DK0962
 DK0962.The geoid height was determined by GEOID03.
 DK0962
 DK0962;                    North         East    Units  Estimated Accuracy
 DK0962;SPC AR S     -   507,210.      475,900.      MT  (+/- 180 meters Scaled)
 DK0962
 DK0962                          SUPERSEDED SURVEY CONTROL
 DK0962
 DK0962  NGVD 29 (??/??/??)   41.797  (m)          137.13   (f) ADJUSTED    ?  
 DK0962
 DK0962.Superseded values are not recommended for survey control.
 DK0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0962.See file dsdata.txt to determine how the superseded data were derived.
 DK0962
 DK0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT686226(NAD 83)
 DK0962_MARKER: B = BOLT
 DK0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0962_SP_SET: STONE
 DK0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0962+STABILITY: SURFACE MOTION
 DK0962
 DK0962  HISTORY     - Date     Condition        Report By
 DK0962  HISTORY     - UNK      MONUMENTED       DOD
 DK0962  HISTORY     - 1934     GOOD             CGS
 DK0962  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0962
 DK0962                          STATION DESCRIPTION
 DK0962
 DK0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0962'2.0 MI N FROM ARKANSAS CITY.
 DK0962'ABOUT 2 MILES NORTH ALONG THE LEVEE FROM ARKANSAS CITY, DESHA COUNTY,
 DK0962'ABOUT 3/4 MILE SOUTHWEST OF CHICOT LANDING, ABOUT 1/2 MILE NORTH OF
 DK0962'P.B.M. 700 A (U.S.E.), DESCRIBED BELOW, AT THE NORTHEAST CORNER OF THE
 DK0962'YARD AROUND AN OLD CABIN, AND ABOUT 340 FEET WEST OF THE LOWER END OF
 DK0962'THE LEVEE FORMING A SEMICIRCLE AROUND A POND.  A COPPER BOLT, SET IN
 DK0962'THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 DK0962'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 DK0962'CAP.
 DK0962
 DK0962                          STATION RECOVERY (1972)
 DK0962
 DK0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1103 ***********************************************************************
 DK1103  DESIGNATION -  CHICOT CAP
 DK1103  PID         -  DK1103
 DK1103  STATE/COUNTY-  AR/CHICOT
 DK1103  USGS QUAD   -  RED LEAF (1970)
 DK1103
 DK1103                         *CURRENT SURVEY CONTROL
 DK1103  ___________________________________________________________________
 DK1103* NAD 83(1986)-  33 17 36.     (N)    091 10 36.     (W)     SCALED    
 DK1103* NAVD 88     -        38.86   (+/-2cm)     127.5    (feet)  VERTCON   
 DK1103  ___________________________________________________________________
 DK1103  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1103
 DK1103  VERT ORDER  -  ? (See Below)
 DK1103
 DK1103.The horizontal coordinates were scaled from a topographic map and have
 DK1103.an estimated accuracy of +/- 6 seconds.
 DK1103
 DK1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1103.The vertical order pertains to the NGVD 29 superseded value.
 DK1103
 DK1103.The geoid height was determined by GEOID03.
 DK1103
 DK1103;                    North         East    Units  Estimated Accuracy
 DK1103;SPC AR S     -   469,820.      476,690.      MT  (+/- 180 meters Scaled)
 DK1103
 DK1103                          SUPERSEDED SURVEY CONTROL
 DK1103
 DK1103  NGVD 29 (??/??/??)   38.923  (m)          127.70   (f) ADJUSTED    ?  
 DK1103
 DK1103.Superseded values are not recommended for survey control.
 DK1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1103.See file dsdata.txt to determine how the superseded data were derived.
 DK1103
 DK1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS697852(NAD 83)
 DK1103_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1103_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1103
 DK1103  HISTORY     - Date     Condition        Report By
 DK1103  HISTORY     - UNK      MONUMENTED       DOD
 DK1103  HISTORY     - 1934     GOOD             CGS
 DK1103
 DK1103                          STATION DESCRIPTION
 DK1103
 DK1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1103'0.75 MI W FROM SUNNYSIDE.
 DK1103'B.M. IS A TILE AND PIPE BENCH ON THE RIGHT BANK OF THE MISS. RIVER,
 DK1103'CHICOT CO., ARK., ABOUT 3/4 MILE BACK OF SUNNYSIDE LANDING, ON THE
 DK1103'SUNNYSIDE PLANTATION, 750 FT. BACK OF CENTER LINE OF LEVEE, 400 FT.
 DK1103'SOUTH OF DIRT ROAD, ABOUT 800 FT. SOUTHEAST OF INTERSECTION OF DIRT
 DK1103'ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0963 ***********************************************************************
 DK0963  DESIGNATION -  CHICOT CAP
 DK0963  PID         -  DK0963
 DK0963  STATE/COUNTY-  AR/DESHA
 DK0963  USGS QUAD   -  CATFISH POINT (1972)
 DK0963
 DK0963                         *CURRENT SURVEY CONTROL
 DK0963  ___________________________________________________________________
 DK0963* NAD 83(1986)-  33 37 51.     (N)    091 10 55.     (W)     SCALED    
 DK0963* NAVD 88     -        42.91   (+/-2cm)     140.8    (feet)  VERTCON   
 DK0963  ___________________________________________________________________
 DK0963  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0963
 DK0963  VERT ORDER  -  ? (See Below)
 DK0963
 DK0963.The horizontal coordinates were scaled from a topographic map and have
 DK0963.an estimated accuracy of +/- 6 seconds.
 DK0963
 DK0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0963.The vertical order pertains to the NGVD 29 superseded value.
 DK0963
 DK0963.The geoid height was determined by GEOID03.
 DK0963
 DK0963;                    North         East    Units  Estimated Accuracy
 DK0963;SPC AR S     -   507,240.      475,900.      MT  (+/- 180 meters Scaled)
 DK0963
 DK0963                          SUPERSEDED SURVEY CONTROL
 DK0963
 DK0963  NGVD 29 (??/??/??)   43.014  (m)          141.12   (f) ADJUSTED    ?  
 DK0963
 DK0963.Superseded values are not recommended for survey control.
 DK0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0963.See file dsdata.txt to determine how the superseded data were derived.
 DK0963
 DK0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT686227(NAD 83)
 DK0963_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0963_SP_SET: STONE
 DK0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0963+STABILITY: SURFACE MOTION
 DK0963
 DK0963  HISTORY     - Date     Condition        Report By
 DK0963  HISTORY     - UNK      MONUMENTED       DOD
 DK0963  HISTORY     - 1934     GOOD             CGS
 DK0963  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0963
 DK0963                          STATION DESCRIPTION
 DK0963
 DK0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0963'2 MI NE FROM CHICOT LANDING.
 DK0963'A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK OF THE
 DK0963'MISS RIVER, DESHA CO. ARK., ABOUT 2 MILES ABOVE ARK. CITY, BACK OF
 DK0963'CHICOT LANDING, 340 FT. WEST OF LOWER END OF SEMICIRCULAR PIECE OF
 DK0963'LEVEE THAT CIRCLES AROUND POND, IN NORTHEAST CORNER OF YARD AROUND OLD
 DK0963'CABIN.
 DK0963
 DK0963                          STATION RECOVERY (1972)
 DK0963
 DK0963'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2065 ***********************************************************************
 DK2065  DESIGNATION -  CHICOT NORTH BASE
 DK2065  PID         -  DK2065
 DK2065  STATE/COUNTY-  AR/CHICOT
 DK2065  USGS QUAD   -  LAKE VILLAGE (1981)
 DK2065
 DK2065                         *CURRENT SURVEY CONTROL
 DK2065  ___________________________________________________________________
 DK2065* NAD 83(1997)-  33 17 35.28902(N)    091 17 11.75000(W)     ADJUSTED  
 DK2065* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 DK2065  ___________________________________________________________________
 DK2065  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DK2065  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DK2065
 DK2065  HORZ ORDER  -  FIRST
 DK2065
 DK2065.The horizontal coordinates were established by classical geodetic methods
 DK2065.and adjusted by the National Geodetic Survey in September 1999..
 DK2065
 DK2065.The orthometric height was scaled from a topographic map.
 DK2065
 DK2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2065
 DK2065.The geoid height was determined by GEOID03.
 DK2065
 DK2065;                    North         East     Units Scale Factor Converg.
 DK2065;SPC AR S     -   469,715.876   466,448.009   MT  1.00000153   +0 23 57.4
 DK2065;SPC AR S     - 1,541,059.50  1,530,338.18   sFT  1.00000153   +0 23 57.4
 DK2065;SPC MS W     -   420,954.033   611,212.979   MT  1.00004716   -0 31 23.9
 DK2065;SPC MS W     - 1,381,080.02  2,005,287.92   sFT  1.00004716   -0 31 23.9
 DK2065;UTM  15      - 3,685,094.435   659,537.093   MT  0.99991381   +0 56 26.6
 DK2065
 DK2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2065!SPC AR S     -   0.99999846  x   1.00000153  =   0.99999999
 DK2065!SPC MS W     -   0.99999846  x   1.00004716  =   1.00004562
 DK2065!UTM  15      -   0.99999846  x   0.99991381  =   0.99991227
 DK2065
 DK2065:                Primary Azimuth Mark                     Grid Az
 DK2065:SPC AR S     -  LAKE VILLAGE WATER TANK                  007 45 46.1
 DK2065:SPC MS W     -  LAKE VILLAGE WATER TANK                  008 41 07.4
 DK2065:UTM  15      -  LAKE VILLAGE WATER TANK                  007 13 16.9
 DK2065
 DK2065|---------------------------------------------------------------------|
 DK2065| PID    Reference Object                     Distance      Geod. Az  |
 DK2065|                                                           dddmmss.s |
 DK2065| DK2064 LAKE VILLAGE WATER TANK             APPROX. 5.2 KM 0080943.5 |
 DK2065| CY5421 CHICOT NORTH BASE RM 1              130.900 METERS 19214     |
 DK2065| CY5422 CHICOT NORTH BASE RM 2               46.900 METERS 31825     |
 DK2065|---------------------------------------------------------------------|
 DK2065
 DK2065                          SUPERSEDED SURVEY CONTROL
 DK2065
 DK2065  NAD 83(1997)-  33 17 35.28922(N)    091 17 11.74989(W) AD(       ) 1
 DK2065  NAD 83(1986)-  33 17 35.29895(N)    091 17 11.74249(W) AD(       ) 1
 DK2065  NAD 27      -  33 17 34.87800(N)    091 17 11.33300(W) AD(       ) 1
 DK2065
 DK2065.Superseded values are not recommended for survey control.
 DK2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2065.See file dsdata.txt to determine how the superseded data were derived.
 DK2065
 DK2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5953785094(NAD 83)
 DK2065_MARKER: DS = TRIANGULATION STATION DISK
 DK2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2065
 DK2065  HISTORY     - Date     Condition        Report By
 DK2065  HISTORY     - 1929     MONUMENTED       CGS
 DK2065  HISTORY     - 1935     GOOD             CGS
 DK2065  HISTORY     - 1937     GOOD             USE
 DK2065  HISTORY     - 19680401 GOOD             USGS
 DK2065
 DK2065                          STATION DESCRIPTION
 DK2065
 DK2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 DK2065'ABOUT 4.0 MILES BY ROAD SOUTH OF THE TOWN OF LAKE VILLAGE,
 DK2065'0.3 MILE SOUTH OF WHERE ROUTE 65 TURNS SOUTH AND RUNS PARALLEL
 DK2065'TO TRACKS OF MISSOURI PACIFIC RAILWAY, IN CULTIVATED LAND ON
 DK2065'A SLIGHT RISE 73 FEET EAST OF CENTER LINE OF HIGHWAY, 145
 DK2065'FEET EAST OF EAST RAIL OF RAILWAY, AND 166.2 FEET SOUTH OF
 DK2065'CENTER OF 24-INCH OAK TREE.  SURFACE AND UNDERGROUND MARKS
 DK2065'ARE STANDARD DISK STATION MARKS IN CONCRETE.
 DK2065'UPPER MARK IS 18 INCHES BELOW SURFACE.  REFERENCE MARKS ARE
 DK2065'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 26
 DK2065'FEET WEST OF CENTER LINE OF HIGHWAY, 48 FEET EAST OF NEAR
 DK2065'RAIL OF RAILWAY, 49 FEET NORTHEAST OF SWITCH POST, AND
 DK2065'130.9 METERS (429 FEET) FROM STATION S 12 DEG 14 MIN 24 SEC W.
 DK2065'NO. 2 IS 29 FEET WEST OF CENTER LINE OF HIGHWAY,
 DK2065'43 FEET EAST OF NEAR RAIL OF RAILWAY, AND 46.9 METERS (154
 DK2065'FEET) FROM STATION N 41 DEG 24 MIN 60 SEC E.  A WHISTLE POST
 DK2065'OF RAILWAY IS ON WEST SIDE OF TRACK, 41 FEET SOUTH OF
 DK2065'CENTER OF BRIDGE NO. 44, AND 92 METERS (302 FEET) FROM
 DK2065'STATION N 27 DEG 23 MIN 60 SEC W.
 DK2065
 DK2065                          STATION RECOVERY (1935)
 DK2065
 DK2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 DK2065'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 DK2065'GOOD CONDITION.  ORIGINAL DESCRIPTION STILL HOLDS.
 DK2065
 DK2065                          STATION RECOVERY (1937)
 DK2065
 DK2065'RECOVERY NOTE BY US ENGINEERS 1937
 DK2065'STATION RECOVERED AS DESCRIBED.
 DK2065
 DK2065                          STATION RECOVERY (1968)
 DK2065
 DK2065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 DK2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2054 ***********************************************************************
 DK2054  HT_MOD      -  This is a Height Modernization Survey Station.
 DK2054  DESIGNATION -  CHICOT SOUTH BASE RESET
 DK2054  PID         -  DK2054
 DK2054  STATE/COUNTY-  AR/CHICOT
 DK2054  USGS QUAD   -  EUDORA NORTH (1981)
 DK2054
 DK2054                         *CURRENT SURVEY CONTROL
 DK2054  ___________________________________________________________________
 DK2054* NAD 83(1997)-  33 12 30.26989(N)    091 17 08.54668(W)     ADJUSTED  
 DK2054* NAVD 88     -        37.51   (meters)     123.1    (feet)  GPS OBS   
 DK2054  ___________________________________________________________________
 DK2054  X           -    -119,860.369 (meters)                     COMP
 DK2054  Y           -  -5,340,515.659 (meters)                     COMP
 DK2054  Z           -   3,473,326.884 (meters)                     COMP
 DK2054  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DK2054  ELLIP HEIGHT-          11.54  (meters)          (11/18/03) GPS OBS
 DK2054  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK2054
 DK2054  HORZ ORDER  -  B
 DK2054  ELLP ORDER  -  FOURTH    CLASS I
 DK2054
 DK2054.The horizontal coordinates were established by GPS observations
 DK2054.and adjusted by the National Geodetic Survey in November 2003..
 DK2054
 DK2054.The orthometric height was determined by GPS observations and a
 DK2054.high-resolution geoid model using precise GPS observation and
 DK2054.processing techniques.
 DK2054
 DK2054.Photographs are available for this station.
 DK2054
 DK2054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2054
 DK2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2054
 DK2054.The ellipsoidal height was determined by GPS observations
 DK2054.and is referenced to NAD 83.
 DK2054
 DK2054.The geoid height was determined by GEOID03.
 DK2054
 DK2054;                    North         East     Units Scale Factor Converg.
 DK2054;SPC AR S     -   460,319.536   466,596.456   MT  1.00002157   +0 23 59.2
 DK2054;SPC AR S     - 1,510,231.68  1,530,825.21   sFT  1.00002157   +0 23 59.2
 DK2054;SPC MS W     -   411,556.184   611,210.207   MT  1.00004716   -0 31 17.9
 DK2054;SPC MS W     - 1,350,247.25  2,005,278.82   sFT  1.00004716   -0 31 17.9
 DK2054;UTM  15      - 3,675,700.824   659,774.128   MT  0.99991475   +0 56 20.7
 DK2054
 DK2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2054!SPC AR S     -   0.99999819  x   1.00002157  =   1.00001976
 DK2054!SPC MS W     -   0.99999819  x   1.00004716  =   1.00004535
 DK2054!UTM  15      -   0.99999819  x   0.99991475  =   0.99991294
 DK2054
 DK2054:                Primary Azimuth Mark                     Grid Az
 DK2054:SPC AR S     -  LAKE VILLAGE WATER TANK                  002 10 00.8
 DK2054:SPC MS W     -  LAKE VILLAGE WATER TANK                  003 05 17.9
 DK2054:UTM  15      -  LAKE VILLAGE WATER TANK                  001 37 39.3
 DK2054
 DK2054|---------------------------------------------------------------------|
 DK2054| PID    Reference Object                     Distance      Geod. Az  |
 DK2054|                                                           dddmmss.s |
 DK2054| DK2064 LAKE VILLAGE WATER TANK             APPROX.14.5 KM 0023400.0 |
 DK2054| CY5423 CHICOT SOUTH BASE RM 1              108.811 METERS 05136     |
 DK2054| DK2056 CONNERLY                            APPROX. 7.1 KM 1654620.4 |
 DK2054| DK2060 EUDORA FED COMPRESS CO N TK         APPROX. 9.8 KM 1671102.8 |
 DK2054| DK2063 EUDORA FED COMPRESS CO S TK         APPROX.10.1 KM 1671545.8 |
 DK2054| CY5424 CHICOT SOUTH BASE RM 2               86.755 METERS 18226     |
 DK2054| CY5425 CHICOT SOUTH BASE RM 3               24.377 METERS 18229     |
 DK2054|---------------------------------------------------------------------|
 DK2054
 DK2054                          SUPERSEDED SURVEY CONTROL
 DK2054
 DK2054  NAD 83(1997)-  33 12 30.27059(N)    091 17 08.54528(W) AD(       ) 1
 DK2054  NAD 83(1997)-  33 12 30.27080(N)    091 17 08.54525(W) AD(       ) 1
 DK2054  NAD 83(1986)-  33 12 30.28063(N)    091 17 08.53732(W) AD(       ) 1
 DK2054  NAD 27      -  33 12 29.85200(N)    091 17 08.12900(W) AD(       ) 1
 DK2054
 DK2054.Superseded values are not recommended for survey control.
 DK2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2054.See file dsdata.txt to determine how the superseded data were derived.
 DK2054
 DK2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5977475701(NAD 83)
 DK2054_MARKER: DS = TRIANGULATION STATION DISK
 DK2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2054_MARK LOGO: CGS   
 DK2054_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2054+STABILITY: SURFACE MOTION
 DK2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2054+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 DK2054
 DK2054  HISTORY     - Date     Condition        Report By
 DK2054  HISTORY     - 1967     MONUMENTED       CGS
 DK2054  HISTORY     - 20020723 GOOD             PYBURN
 DK2054  HISTORY     - 20020916 GOOD             PYBURN
 DK2054  HISTORY     - 20050324 GOOD             ARHD
 DK2054
 DK2054                          STATION DESCRIPTION
 DK2054
 DK2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (AKH)
 DK2054'THE STATION WAS VISITED 1-31-67 AND STATION AND R.M. NO. 1
 DK2054'AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE STATION AND
 DK2054'R.M. NO. 1 WERE REQUESTED LOWERED AT THIS DATE.  SINCE THE
 DK2054'STATION IS IN A GARDEN IT WAS LOWERED IN ITS ORIGINAL POSITION,
 DK2054'ABOUT 10 INCHES BELOW THE SURFACE OF GROUND.  R.M. NO. 1 WAS
 DK2054'IN THE FRONT LAWN OF RED BRICK TWO STORY BUILDING, FORMERLY
 DK2054'A SCHOOL HOUSE.  THE MARK WAS LOWERED TO THE SURFACE OF THE
 DK2054'GROUND, THE CHICOT GRAMMER SCHOOL IS NOW A FOSTER HOME FOR
 DK2054'CHILDREN OPERATED BY MR. JOHN GHEORGHIO.  A NEW DESCRIPTION
 DK2054'FOLLOWS--
 DK2054'
 DK2054'THE STATION IS LOCATED ABOUT 6.75 MILES N AND 1.75 MILES W
 DK2054'OF EUDORA, JUST S OF MACAN BAYOU, WHERE OLD U.S. HIGHWAY 65
 DK2054'CROSSES THE MISSOURI PACIFIC RAILROAD AND INTERSECTS WITH STATE
 DK2054'HIGHWAY 278.  THE STATION IS 135 FT. S OF THE CENTERLINE OF STATE
 DK2054'HIGHWAY 278, 2 FT. W OF THE PROJECTED PLANE OF THE W SIDE OF
 DK2054'THE STEEL BRIDGE OVER MACAN BAYOU, 61.2 FT. E OF E RAIL OF
 DK2054'TRACKS, 125 FT. SSW OF A POWER LINE POLE WHERE WIRES RUN N AND
 DK2054'W, 86.1 FT. SSE OF TELEPHONE POLE, 64.5 FT. NE OF A TELEPHONE
 DK2054'POLE, 19.2 FT. E OF A METAL WITNESS POST, IN THE W EDGE OF A
 DK2054'GARDEN PLOT.  IT IS A STANDARD DISK STAMPED CHICOT SOUTH
 DK2054'BASE 1929-1967.
 DK2054'
 DK2054'REFERENCE MARK NO. 1 IS 356.99 FT. NE OF THE STATION, IN THE
 DK2054'FRONT YARD OF A RED BRICK TWO STORY BUILDING, 21 FT. S OF
 DK2054'THE CENTERLINE OF STATE HIGHWAY 278, 5.2 FT. E OF THE CENTERLINE
 DK2054'OF THE SIDEWALK TO FRONT DOOR OF THE RED BRICK BUILDING,
 DK2054'50.9 FT. NW OF THE NE CORNER OF THE BUILDING.  IT IS A STANDARD
 DK2054'DISK STAMPED CHICOT SOUTH BASE NO. 1 1929-1967, FLUSH WITH
 DK2054'GROUND.
 DK2054'
 DK2054'REFERENCE MARK NO. 2 IS 284.63 FT. S OF STATION, 0.6 FT. E OF N-S
 DK2054'FENCE, 45.7 FT. E OF E RAIL OF TRACKS, 77.2 FT. S OF A TELEPHONE
 DK2054'POLE, 66 FT. N OF A TELEPHONE POLE, 204 FT. S OF A FENCE CORNER.
 DK2054'IT IS A STANDARD DISK STAMPED CHICOT SOUTH BASE NO. 2-1967,
 DK2054'FLUSH WITH GROUND.
 DK2054'
 DK2054'REFERENCE MARK NO. 3 IS 79.98 FT. S OF THE STATION, 1 FOOT
 DK2054'N OF E-W FENCE LINE, 12.3 FT. E OF FENCE CORNER, 1 FOOT NE OF
 DK2054'METAL WITNESS POST, 13.7 FT. NE OF POWER POLE, 56.6 FT. E OF E
 DK2054'RAIL OF TRACKS, 23.5 FT. SE OF TELEGRAPH POLE AND IN LINE
 DK2054'WITH STATION AND R.M. NO. 2.  IT IS A STANDARD DISK STAMPED
 DK2054'CHICOT SOUTH BASE NO. 3 1929-1967, FLUSH WITH GROUND.
 DK2054'
 DK2054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 DK2054'AND STATE HIGHWAY 278, ABOUT 6.5 MILES N OF EUDORA, GO W ON
 DK2054'STATE HIGHWAY 278 FOR 1.65 MILES TO THE RAILROAD TRACKS, AND
 DK2054'STEEL BRIDGE ON THE RIGHT AND STATION ON THE LEFT IN GARDEN
 DK2054'138 FT. SOUTH.
 DK2054'
 DK2054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 DK2054'NNW OF EUDORA
 DK2054
 DK2054                          STATION RECOVERY (2002)
 DK2054
 DK2054'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK2054'RECOVERED AS DESCRIBED
 DK2054'IPYBURN
 DK2054'
 DK2054
 DK2054                          STATION RECOVERY (2002)
 DK2054
 DK2054'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK2054'RECOVERED AS DESCRIBEDIPYBURN
 DK2054
 DK2054                          STATION RECOVERY (2005)
 DK2054
 DK2054'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK2054'DUE TO HIGHWAY CHANGES A NEW TO REACH FOLLOWS.  FROM THE JUNCTION OF
 DK2054'U.S. HIGHWAY 65 SOUTH AND STATE HIGHWAY 160 WEST IN CHICOT JUNCTION GO
 DK2054'WEST ON HWY-160 FOR 1.2 MILES TO PAVED ROAD MARKED, OLD HIGHWAY RD. ON
 DK2054'THE LEFT, GO LEFT NW FOR 0.30 MILES TO RM 1 AND THE BRICK BUILDING AS
 DK2054'DESCRIBED. PACK NW 356 FEET ACROSS A LAWN TO THE EDGE OF THE MOWED
 DK2054'AREA AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0542 ***********************************************************************
 EJ0542  DESIGNATION -  CHID
 EJ0542  PID         -  EJ0542
 EJ0542  STATE/COUNTY-  AR/JEFFERSON
 EJ0542  USGS QUAD   -  PINE BLUFF (1984)
 EJ0542
 EJ0542                         *CURRENT SURVEY CONTROL
 EJ0542  ___________________________________________________________________
 EJ0542* NAD 83(1986)-  34 13 40.     (N)    092 02 37.     (W)     SCALED    
 EJ0542* NAVD 88     -        71.08   (+/-2cm)     233.2    (feet)  VERTCON   
 EJ0542  ___________________________________________________________________
 EJ0542  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ0542
 EJ0542  VERT ORDER  -  ? (See Below)
 EJ0542
 EJ0542.The horizontal coordinates were scaled from a topographic map and have
 EJ0542.an estimated accuracy of +/- 6 seconds.
 EJ0542
 EJ0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0542.The vertical order pertains to the NGVD 29 superseded value.
 EJ0542
 EJ0542.The geoid height was determined by GEOID03.
 EJ0542
 EJ0542;                    North         East    Units  Estimated Accuracy
 EJ0542;SPC AR S     -   573,150.      395,980.      MT  (+/- 180 meters Scaled)
 EJ0542
 EJ0542                          SUPERSEDED SURVEY CONTROL
 EJ0542
 EJ0542  NGVD 29 (??/??/92)   71.164  (m)          233.48   (f) ADJ UNCH    ?  
 EJ0542
 EJ0542.Superseded values are not recommended for survey control.
 EJ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0542.See file dsdata.txt to determine how the superseded data were derived.
 EJ0542
 EJ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT880878(NAD 83)
 EJ0542_MARKER: DB = BENCH MARK DISK
 EJ0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0542_STAMPING: CHID 1934
 EJ0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0542+STABILITY: SURFACE MOTION
 EJ0542
 EJ0542  HISTORY     - Date     Condition        Report By
 EJ0542  HISTORY     - 1934     MONUMENTED       CGS
 EJ0542  HISTORY     - 1937     GOOD             ARGS
 EJ0542
 EJ0542                          STATION DESCRIPTION
 EJ0542
 EJ0542'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0542'2.4 MI W FROM PINE BLUFF.
 EJ0542'2.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION.
 EJ0542'13.6 FEET NORTH OF THE NORTH RAIL, 66 FEET SOUTHWEST OF THE SOUTHWEST
 EJ0542'CORNER OF ELECTRIC EQUIPMENT AND FOUNDRY COMPANY BUILDING, 138 FEET
 EJ0542'EAST OF INTERSECTION OF RAILROAD AND DIRT ROAD, 205 FEET WEST OF
 EJ0542'INTERSECTION OF RAILROAD AND U.S. HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0420 ***********************************************************************
 DL0420  DESIGNATION -  CHIDESTER
 DL0420  PID         -  DL0420
 DL0420  STATE/COUNTY-  AR/OUACHITA
 DL0420  USGS QUAD   -  CHIDESTER (1973)
 DL0420
 DL0420                         *CURRENT SURVEY CONTROL
 DL0420  ___________________________________________________________________
 DL0420* NAD 83(1997)-  33 41 49.29007(N)    093 02 12.32548(W)     ADJUSTED  
 DL0420* NAVD 88     -       123.501  (meters)     405.19   (feet)  ADJUSTED  
 DL0420  ___________________________________________________________________
 DL0420  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DL0420  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL0420  DYNAMIC HT  -         123.375 (meters)     404.77  (feet)  COMP
 DL0420  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 DL0420
 DL0420  HORZ ORDER  -  FIRST
 DL0420  VERT ORDER  -  FIRST     CLASS II
 DL0420
 DL0420.The horizontal coordinates were established by classical geodetic methods
 DL0420.and adjusted by the National Geodetic Survey in September 1999..
 DL0420
 DL0420.The orthometric height was determined by differential leveling
 DL0420.and adjusted by the National Geodetic Survey in June 1991..
 DL0420
 DL0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0420
 DL0420.The geoid height was determined by GEOID03.
 DL0420
 DL0420.The dynamic height is computed by dividing the NAVD 88
 DL0420.geopotential number by the normal gravity value computed on the
 DL0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0420.degrees latitude (g = 980.6199 gals.).
 DL0420
 DL0420.The modeled gravity was interpolated from observed gravity values.
 DL0420
 DL0420;                    North         East     Units Scale Factor Converg.
 DL0420;SPC AR S     -   514,766.125   303,888.536   MT  0.99993570   -0 34 48.9
 DL0420;SPC AR S     - 1,688,861.86    997,007.64   sFT  0.99993570   -0 34 48.9
 DL0420;UTM  15      - 3,728,564.146   496,593.560   MT  0.99960014   -0 01 13.4
 DL0420
 DL0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0420!SPC AR S     -   0.99998477  x   0.99993570  =   0.99992047
 DL0420!UTM  15      -   0.99998477  x   0.99960014  =   0.99958492
 DL0420
 DL0420|---------------------------------------------------------------------|
 DL0420| PID    Reference Object                     Distance      Geod. Az  |
 DL0420|                                                           dddmmss.s |
 DL0420| DL0419 CHIDESTER RM 1                       35.232 METERS 07915     |
 DL0420| DL0417 CHIDESTER AZ MK RESET                              0975601.9 |
 DL0420| DL0416 CHIDESTER AZ MK                                    0983450.7 |
 DL0420| DL0418 CHIDESTER RM 2                       39.182 METERS 13710     |
 DL0420|---------------------------------------------------------------------|
 DL0420
 DL0420                          SUPERSEDED SURVEY CONTROL
 DL0420
 DL0420  NAD 83(1997)-  33 41 49.29892(N)    093 02 12.31789(W) AD(       ) 1
 DL0420  NAD 83(1986)-  33 41 49.30084(N)    093 02 12.31684(W) AD(       ) 1
 DL0420  NAD 27      -  33 41 48.90600(N)    093 02 11.72500(W) AD(       ) 1
 DL0420  NGVD 29 (??/??/92)  123.520  (m)          405.25   (f) ADJ UNCH    1 2
 DL0420
 DL0420.Superseded values are not recommended for survey control.
 DL0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0420.See file dsdata.txt to determine how the superseded data were derived.
 DL0420
 DL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9659428564(NAD 83)
 DL0420_MARKER: DS = TRIANGULATION STATION DISK
 DL0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0420_STAMPING: CHIDESTER 1942
 DL0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0420+STABILITY: SURFACE MOTION
 DL0420
 DL0420  HISTORY     - Date     Condition        Report By
 DL0420  HISTORY     - 1942     MONUMENTED       CGS
 DL0420  HISTORY     - 1957     GOOD             CGS
 DL0420  HISTORY     - 1960     GOOD             CGS
 DL0420  HISTORY     - 1960     GOOD             NGS
 DL0420  HISTORY     - 1964     GOOD             CGS
 DL0420  HISTORY     - 1964     GOOD             NGS
 DL0420
 DL0420                          STATION DESCRIPTION
 DL0420
 DL0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL0420'STATION IS ABOUT 1 MILE W OF CHIDESTER, ON THE SUMMIT OF A HILL
 DL0420'IN A CULTIVATED FIELD, ON THE PROPERTY OF F.E. BENTON AND IN
 DL0420'THE NE 1/4 OF SEC. 15, T. 12 S, R. 19 W, ABOUT 100 YARDS E OF THE
 DL0420'W SIDE OF THE FIELD AND 58 FEET S OF A LONE 18-INCH PERSIMMON
 DL0420'TREE.
 DL0420'
 DL0420'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL0420'BRONZE DISKS SET IN CONCRETE.
 DL0420'
 DL0420'STATION MARK IS ABOUT 12 INCHES BENEATH THE SURFACE OF THE
 DL0420'GROUND AND IS STAMPED CHIDESTER 1942.
 DL0420'
 DL0420'REFERENCE MARK NO. 1 IS 9 FEET SW OF A WHITE REFERENCE POST.
 DL0420'IT PROJECTS 8 INCHES ABOVE THE GROUND AND IS STAMPED CHIDESTER
 DL0420'NO. 1 1942.
 DL0420'
 DL0420'REFERENCE MARK NO. 2 PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 DL0420'STAMPED CHIDESTER NO. 2 1942.
 DL0420'
 DL0420'AZIMUTH MARK IS 150 FEET E OF A SMALL HOUSE, 24 FEET N OF THE
 DL0420'CENTER LINE OF THE GRADED ROAD TO THE STATION, 5.5 FEET
 DL0420'NW OF A WHITE REFERENCE POST, AND 2 FEET N OF A FENCE.
 DL0420'IT PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED CHIDESTER
 DL0420'1942.
 DL0420'
 DL0420'TO REACH FROM THE RAILROAD DEPOT IN CHIDESTER GO SE ON STATE
 DL0420'HIGHWAY 24 FOR 0.05 MILE AND TURN RIGHT, W, ON A GRADED GRAVEL
 DL0420'ROAD, GO 1.2 MILES AND TAKE A RIGHT FORK, W, GO 50 YARDS,
 DL0420'TURN RIGHT, N, AND PASS THROUGH A WOOD GATE INTO A FIELD,
 DL0420'GO N ACROSS THE FIELD FOR ABOUT 0.2 MILE TO THE HIGHEST PART
 DL0420'OF THE HILL AND THE STATION.
 DL0420'
 DL0420'90-FOOT SIGNALS AT LESTER, ECORE AND CALE ARE VISIBLE AT 37
 DL0420'FEET.
 DL0420'
 DL0420'A 90-FOOT SIGNAL AT FISHER IS VISIBLE AT 64 FEET.
 DL0420'
 DL0420'A 77-FOOT SIGNAL AT KAIRK IS VISIBLE AT 37 FEET.
 DL0420'
 DL0420'A 103-FOOT SIGNAL AT LACKLAND IS VISIBLE AT 37 FEET.
 DL0420
 DL0420                          STATION RECOVERY (1957)
 DL0420
 DL0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL0420'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DL0420'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DL0420'
 DL0420'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DL0420'
 DL0420'THE STATION IS LOCATED ABOUT 1 MILE WEST OF CHIDESTER ON THE
 DL0420'SUMMIT OF A SANDY HILL IN A CULTIVATED FIELD AND ON THE
 DL0420'PROPERTY OF F.E. BENTON.  THE STATION MARK IS ABOUT 300 FEET
 DL0420'EAST OF THE WEST EDGE OF THE FIELD, 56 FEET SOUTH OF A 24
 DL0420'INCH TREE AND 12 INCHES UNDERGROUND.  IT IS STAMPED CHIDESTER
 DL0420'1942.
 DL0420'
 DL0420'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS STAMPED CHIDESTER
 DL0420'NO 1 1942.
 DL0420'
 DL0420'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS STAMPED CHIDESTER
 DL0420'NO 2 1942.
 DL0420'
 DL0420'AZIMUTH MARK IS 150 FEET EAST OF A OLD VACANT HOUSE, 18 FEET
 DL0420'NORTH OF THE CENTER OF A GRAVELED ROAD, 15 FEET EAST OF A
 DL0420'TELEPHONE POLE AND PROJECTS 6 INCHES.  IT IS STAMPED CHIDESTER
 DL0420'1942.
 DL0420'
 DL0420'TO REACH STATION FROM THE POST OFFICE IN CHIDESTER GO SOUTHEAST
 DL0420'ON STATE HIGHWAY 24 FOR 0.05 MILE, TURN RIGHT AND GO WEST
 DL0420'ON A BLACK TOP ROAD FOR 0.6 MILE TO THE END OF THE BLACK TOP,
 DL0420'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.1 MILE
 DL0420'TO AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE ON WEST FOR
 DL0420'0.5 MILE TO FORKS, TAKE RIGHT FORK FOR 50 YARDS TO A WOODEN GATE
 DL0420'ON RIGHT, GO THROUGHT GATE AND GO NORTH FOR 0.2 MILE TO A
 DL0420'LARGE TREE AND STATION AS DESCRIBED.
 DL0420
 DL0420                          STATION RECOVERY (1960)
 DL0420
 DL0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 DL0420'THE STATION WAS VISITED 5-26-60 AND ALL THE MARKS WERE
 DL0420'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS MOVED AT THIS
 DL0420'DATE AT THE REQUEST OF THE ARKANSAS STATE HIGHWAY DEPARTMENT.
 DL0420'THE DIRECTION TO THE POISON SPRINGS LOOKOUT TOWER WAS CHECKED
 DL0420'AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 DL0420'
 DL0420'THE STATION IS LOCATED 1.4 MILES WEST OF CHIDESTER ON THE SUMMIT
 DL0420'OF A HILL PLANTED IN YOUNG PINE TREES AND ON THE PROPERTY
 DL0420'OF THE BENTON ESTATE, ABOUT 250 FEET EAST OF WHAT WAS ONCE A
 DL0420'CULTIVATED FIELD, 56.5 FEET SOUTH-SOUTHEAST OF A 2 FOOT PERSIMMON
 DL0420'TREE, 59 FEET WEST OF THE TOP OF A NORTH-SOUTH TERRACE, 140 FEET
 DL0420'EAST OF THE TOP OF A NORTH-SOUTH TERRACE AND 3 FEET EAST OF A
 DL0420'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED CHIDESTER
 DL0420'1942, 12 INCHES BELOW THE SURFACE OF THE GROUND.
 DL0420'
 DL0420'REFERENCE MARK NO. 1 IS 115.59 FEET EAST-NORTHEAST OF THE STATION
 DL0420'ON THE TOP OF THE SECOND TERRACE EAST OF THE STATION, 54
 DL0420'FEET EAST-SOUTHEAST OF THE FIRST TERRACE EAST OF THE STATION,
 DL0420'121 FEET EAST-SOUTHEAST OF A 2-FOOT PERSIMMON TREE.  IT IS
 DL0420'A STANDARD DISK, STAMPED CHIDESTER NO 1 1942, PROJECTING 4
 DL0420'INCHES.
 DL0420'
 DL0420'REFERENCE MARK NO. 2 IS 128.55 FEET SOUTHEAST OF THE STATION,
 DL0420'176 FEET SOUTHEAST OF A 2-FOOT LONE PERSIMMON TREE, 55 FEET
 DL0420'EAST OF THE FIRST TERRACE EAST OF THE STATION, 3 FEET EAST
 DL0420'OF THE TOP OF A TERRACE AND 3 FEET LOWER THAN THE STATION.
 DL0420'IT IS A STANDARD DISK, STAMPED CHIDESTER NO 2 1942, PROJECTING 6
 DL0420'INCHES.
 DL0420'
 DL0420'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 118.6
 DL0420'FEET.
 DL0420'
 DL0420'THE AZIMUTH MARK IS 0.35 MILE EAST-SOUTHEAST OF THE STATION, ON
 DL0420'THE RIGHT-OF-WAY OF A COUNTY ROAD, 40 FEET NORTH OF THE CENTER OF
 DL0420'THE ROAD, 55 FEET EAST OF THE CENTER OF THE TRACK ROAD LEADING
 DL0420'NORTH ALONG THE EAST SIDE OF A FENCE LINE, 7.5 FEET SOUTHEAST
 DL0420'OF AN 8-INCH PINE TREE, OPPOSITE THE DRIVEWAY LEADING SOUTHEAST
 DL0420'TO THE R.H. BEAVER HOUSE, AND 1 FOOT NORTHEAST OF A METAL
 DL0420'WITNESS POST.  IT IS A STANDARD DISK, STAMPED CHIDESTER 1942
 DL0420'RESET 1960, PROJECTING 6 INCHES.
 DL0420'
 DL0420'TO REACH THE STATION FROM CHIDESTER GO SOUTHWEST AND WEST
 DL0420'ON BLACK TOP ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 DL0420'CONTINUE WEST FOR 0.4 MILE TO A FORK, TAKE RIGHT FORK AND GO
 DL0420'ABOUT 50 YARDS TO A SIDE ROAD RIGHT, TURN RIGHT AND GO ABOUT
 DL0420'100 YARDS TO THE SOUTH EDGE OF THE NEWLY PLANTED TIMBERLAND,
 DL0420'GO NORTH ALONG THE TOP OF THE RIDGE FOR 0.15 MILE TO THE LARGE
 DL0420'LONE PERSIMMON TREE AND THE MARK.
 DL0420
 DL0420                          STATION RECOVERY (1960)
 DL0420
 DL0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0420'1.1 MI SW FROM CHIDESTER.
 DL0420'ABOUT 0.7 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DL0420'CHIDESTER TO THE END OF THE PAVING, CONTINUE 0.2 MILE ALONG A GRADED
 DL0420'DIRT ROAD TO A SHARP CURVE, THENCE 0.2 MILE WEST ACROSS A FIELD TO THE
 DL0420'TOP OF A SANDY HILL, ON THE LINE OF SECTIONS 14 AND 15, T 12 S, R 19
 DL0420'W, 56 1/2 FEET SOUTH OF A LONE 20-INCH OAK TREE, 128.5 FEET NORTHWEST
 DL0420'OF REFERENCE MARK CHIDESTER R.M. 2, 115.6 FEET WEST-SOUTHWEST OF
 DL0420'REFERENCE MARK CHIDESTER R.M. 1, 2.8 FEET EAST OF A METAL WITNESS
 DL0420'POST, AND IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDER THE GROUND.
 DL0420'NOTE-- THE FIELD IS GROWN UP IN PINE TREES 12 TO 15 FEET HIGH.
 DL0420
 DL0420                          STATION RECOVERY (1964)
 DL0420
 DL0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL0420'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL0420'THE FIELD, IN WHICH THE STATION IS LOCATED, HAS BEEN SET OUT
 DL0420'IN PINE TREES AND THEY WERE 12 TO 15 FEET HIGH AT TIME
 DL0420'OF RECOVERY OF STATION.  THE LONE OAK TREE IS DIFFICULT TO
 DL0420'IDENTIFY DUE TO THE PINE TREES.
 DL0420'
 DL0420'TO REACH FROM CHIDESTER, FROM THE JUNCTION OF STATE HIGHWAYS
 DL0420'24 AND 57, GO WEST AND NORTHWEST ON STATE HIGHWAY 57 FOR
 DL0420'0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE STATION IS
 DL0420'ABOUT 0.4 MILE WEST-NORTHWEST OF THE AZIMUTH BUT WOULD BE
 DL0420'DIFFICULT TO DRIVE TO DUE TO PINE TREES.
 DL0420'
 DL0420'THE AZIMUTH MARK IS ABOUT 0.05 MILE NORTHWEST OF A FARMHOUSE,
 DL0420'70 FEET EAST OF CENTERLINE OF A TRACK ROAD AND 40 FEET NORTH
 DL0420'OF CENTERLINE OF HIGHWAY.  THE DISK IS STAMPED CHIDESTER 1942
 DL0420'RESET 1960 BUT THE 1960 RECOVERY NOTE WAS NOT AVAILABLE
 DL0420'AT TIME OF RECOVERY.
 DL0420
 DL0420                          STATION RECOVERY (1964)
 DL0420
 DL0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0417 ***********************************************************************
 DL0417  DESIGNATION -  CHIDESTER AZ MK RESET
 DL0417  PID         -  DL0417
 DL0417  STATE/COUNTY-  AR/OUACHITA
 DL0417  USGS QUAD   -  CHIDESTER (1973)
 DL0417
 DL0417                         *CURRENT SURVEY CONTROL
 DL0417  ___________________________________________________________________
 DL0417* NAD 83(1986)-  33 41 47.     (N)    093 01 55.     (W)     SCALED    
 DL0417* NAVD 88     -       108.26   (meters)     355.2    (feet)  RESET     
 DL0417  ___________________________________________________________________
 DL0417  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL0417
 DL0417  VERT ORDER  -  THIRD
 DL0417
 DL0417.The horizontal coordinates were scaled from a topographic map and have
 DL0417.an estimated accuracy of +/- 6 seconds.
 DL0417
 DL0417.The orthometric height was computed from unverified reset data.
 DL0417
 DL0417.The geoid height was determined by GEOID03.
 DL0417
 DL0417;                    North         East    Units  Estimated Accuracy
 DL0417;SPC AR S     -   514,690.      304,330.      MT  (+/- 180 meters Scaled)
 DL0417
 DL0417                          SUPERSEDED SURVEY CONTROL
 DL0417
 DL0417.No superseded survey control is available for this station.
 DL0417
 DL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT970284(NAD 83)
 DL0417_MARKER: DZ = AZIMUTH MARK DISK
 DL0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0417_STAMPING: CHIDESTER 1942 RESET 1960
 DL0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0417+STABILITY: SURFACE MOTION
 DL0417
 DL0417  HISTORY     - Date     Condition        Report By
 DL0417  HISTORY     - 1960     MONUMENTED       CGS
 DL0417
 DL0417                          STATION DESCRIPTION
 DL0417
 DL0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0417'IN CHIDESTER.
 DL0417'THE MARK IS LOCATED 200 FEET SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE
 DL0417'RAILROAD STATION IN CHIDESTER, THENCE TURN RIGHT ON A BLACK TOP ROAD
 DL0417'AND GO SOUTH AND WEST FOR 0.85 MILE TO THE MARK ON THE RIGHT. IT IS 40
 DL0417'FEET NORTH OF THE CENTERLINE OF THE ROAD, 55 FEET EAST OF THE CENTER
 DL0417'OF A TRACK ROAD LEADING NORTH ALONG THE EAST SIDE OF A FENCE, 7.5 FEET
 DL0417'SOUTHEAST OF AN 8-INCH PINE TREE, OPPOSITE A DRIVEWAY LEADING
 DL0417'SOUTHEAST TO THE R. H. BEAVER HOME, AND 1 FOOT NORTHEAST OF A METAL
 DL0417'WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 DL0417'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0419 ***********************************************************************
 DL0419  DESIGNATION -  CHIDESTER RM 1
 DL0419  PID         -  DL0419
 DL0419  STATE/COUNTY-  AR/OUACHITA
 DL0419  USGS QUAD   -  CHIDESTER (1973)
 DL0419
 DL0419                         *CURRENT SURVEY CONTROL
 DL0419  ___________________________________________________________________
 DL0419* NAD 83(1986)-  33 41 48.     (N)    093 02 12.     (W)     SCALED    
 DL0419* NAVD 88     -       122.750  (meters)     402.72   (feet)  ADJUSTED  
 DL0419  ___________________________________________________________________
 DL0419  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL0419  DYNAMIC HT  -         122.624 (meters)     402.31  (feet)  COMP
 DL0419  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 DL0419
 DL0419  VERT ORDER  -  FIRST     CLASS II
 DL0419
 DL0419.The horizontal coordinates were scaled from a topographic map and have
 DL0419.an estimated accuracy of +/- 6 seconds.
 DL0419
 DL0419.The orthometric height was determined by differential leveling
 DL0419.and adjusted by the National Geodetic Survey in June 1991..
 DL0419
 DL0419.The geoid height was determined by GEOID03.
 DL0419
 DL0419.The dynamic height is computed by dividing the NAVD 88
 DL0419.geopotential number by the normal gravity value computed on the
 DL0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0419.degrees latitude (g = 980.6199 gals.).
 DL0419
 DL0419.The modeled gravity was interpolated from observed gravity values.
 DL0419
 DL0419;                    North         East    Units  Estimated Accuracy
 DL0419;SPC AR S     -   514,730.      303,900.      MT  (+/- 180 meters Scaled)
 DL0419
 DL0419                          SUPERSEDED SURVEY CONTROL
 DL0419
 DL0419  NGVD 29 (??/??/92)  122.768  (m)          402.78   (f) ADJ UNCH    1 2
 DL0419
 DL0419.Superseded values are not recommended for survey control.
 DL0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0419.See file dsdata.txt to determine how the superseded data were derived.
 DL0419
 DL0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT966285(NAD 83)
 DL0419_MARKER: DR = REFERENCE MARK DISK
 DL0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0419_STAMPING: CHIDESTER NO 1 1942
 DL0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0419+STABILITY: SURFACE MOTION
 DL0419
 DL0419  HISTORY     - Date     Condition        Report By
 DL0419  HISTORY     - 1942     MONUMENTED       CGS
 DL0419  HISTORY     - 1960     GOOD             NGS
 DL0419  HISTORY     - 1964     GOOD             NGS
 DL0419
 DL0419                          STATION DESCRIPTION
 DL0419
 DL0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0419'1.1 MI SW FROM CHIDESTER.
 DL0419'ABOUT 0.7 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DL0419'CHIDESTER TO THE END OF THE PAVING, CONTINUE 0.2 MILE ALONG A GRADED
 DL0419'DIRT ROAD TO A SHARP CURVE, THENCE 0.2 MILE WEST ACROSS A FIELD TO THE
 DL0419'TOP OF A SANDY HILL, 120 FEET EAST OF A LONE 20-INCH OAK TREE, 115.6
 DL0419'FEET EAST-NORTHEAST OF TRIANGULATION STATION CHIDESTER 1942, 118.6
 DL0419'FEET NORTH OF CHIDESTER R.M. 2, ON THE TOP OF A SMALL TERRACED RIDGE,
 DL0419'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE
 DL0419'FIELD IS GROWN UP IN PINE TREES 12 TO 15 FEET HIGH.
 DL0419
 DL0419                          STATION RECOVERY (1964)
 DL0419
 DL0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0418 ***********************************************************************
 DL0418  DESIGNATION -  CHIDESTER RM 2
 DL0418  PID         -  DL0418
 DL0418  STATE/COUNTY-  AR/OUACHITA
 DL0418  USGS QUAD   -  CHIDESTER (1973)
 DL0418
 DL0418                         *CURRENT SURVEY CONTROL
 DL0418  ___________________________________________________________________
 DL0418* NAD 83(1986)-  33 41 48.     (N)    093 02 12.     (W)     SCALED    
 DL0418* NAVD 88     -       122.608  (meters)     402.26   (feet)  ADJUSTED  
 DL0418  ___________________________________________________________________
 DL0418  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL0418  DYNAMIC HT  -         122.482 (meters)     401.84  (feet)  COMP
 DL0418  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 DL0418
 DL0418  VERT ORDER  -  FIRST     CLASS II
 DL0418
 DL0418.The horizontal coordinates were scaled from a topographic map and have
 DL0418.an estimated accuracy of +/- 6 seconds.
 DL0418
 DL0418.The orthometric height was determined by differential leveling
 DL0418.and adjusted by the National Geodetic Survey in June 1991..
 DL0418
 DL0418.The geoid height was determined by GEOID03.
 DL0418
 DL0418.The dynamic height is computed by dividing the NAVD 88
 DL0418.geopotential number by the normal gravity value computed on the
 DL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0418.degrees latitude (g = 980.6199 gals.).
 DL0418
 DL0418.The modeled gravity was interpolated from observed gravity values.
 DL0418
 DL0418;                    North         East    Units  Estimated Accuracy
 DL0418;SPC AR S     -   514,730.      303,900.      MT  (+/- 180 meters Scaled)
 DL0418
 DL0418                          SUPERSEDED SURVEY CONTROL
 DL0418
 DL0418  NGVD 29 (??/??/92)  122.626  (m)          402.32   (f) ADJ UNCH    1 2
 DL0418
 DL0418.Superseded values are not recommended for survey control.
 DL0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0418.See file dsdata.txt to determine how the superseded data were derived.
 DL0418
 DL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT966285(NAD 83)
 DL0418_MARKER: DR = REFERENCE MARK DISK
 DL0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0418_STAMPING: CHIDESTER NO 2 1942
 DL0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0418+STABILITY: SURFACE MOTION
 DL0418
 DL0418  HISTORY     - Date     Condition        Report By
 DL0418  HISTORY     - 1942     MONUMENTED       CGS
 DL0418  HISTORY     - 1960     GOOD             NGS
 DL0418  HISTORY     - 1964     GOOD             NGS
 DL0418
 DL0418                          STATION DESCRIPTION
 DL0418
 DL0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0418'1.1 MI SW FROM CHIDESTER.
 DL0418'ABOUT 0.7 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DL0418'CHIDESTER TO THE END OF THE PAVING, CONTINUE 0.2 MILE ALONG A GRADED
 DL0418'DIRT ROAD TO A SHARP CURVE, THENCE 0.2 MILE WEST ACROSS A FIELD TO THE
 DL0418'TOP OF A SANDY HILL, 128.5 FEET SOUTHEAST OF TRIANGULATION STATION
 DL0418'CHIDESTER 1942, 175 FEET SOUTHEAST OF A LONE 20-INCH OAK TREE, 118.6
 DL0418'FEET SOUTH OF CHIDESTER R.M. 1, ON THE EAST SIDE OF A NARROW TERRACED
 DL0418'RIDGE, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES. NOTE--
 DL0418'THE FIELD HAS NOW GROWN UP IN PINE TREES 12 TO 15 FEET HIGH.
 DL0418
 DL0418                          STATION RECOVERY (1964)
 DL0418
 DL0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0543 ***********************************************************************
 EJ0543  DESIGNATION -  CHIE
 EJ0543  PID         -  EJ0543
 EJ0543  STATE/COUNTY-  AR/JEFFERSON
 EJ0543  USGS QUAD   -  PINE BLUFF (1984)
 EJ0543
 EJ0543                         *CURRENT SURVEY CONTROL
 EJ0543  ___________________________________________________________________
 EJ0543* NAD 83(1986)-  34 14 07.     (N)    092 03 49.     (W)     SCALED    
 EJ0543* NAVD 88     -        77.07   (+/-2cm)     252.9    (feet)  VERTCON   
 EJ0543  ___________________________________________________________________
 EJ0543  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ0543
 EJ0543  VERT ORDER  -  ? (See Below)
 EJ0543
 EJ0543.The horizontal coordinates were scaled from a topographic map and have
 EJ0543.an estimated accuracy of +/- 6 seconds.
 EJ0543
 EJ0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0543.The vertical order pertains to the NGVD 29 superseded value.
 EJ0543
 EJ0543.The geoid height was determined by GEOID03.
 EJ0543
 EJ0543;                    North         East    Units  Estimated Accuracy
 EJ0543;SPC AR S     -   573,980.      394,140.      MT  (+/- 180 meters Scaled)
 EJ0543
 EJ0543                          SUPERSEDED SURVEY CONTROL
 EJ0543
 EJ0543  NGVD 29 (??/??/92)   77.155  (m)          253.13   (f) ADJ UNCH    ?  
 EJ0543
 EJ0543.Superseded values are not recommended for survey control.
 EJ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0543.See file dsdata.txt to determine how the superseded data were derived.
 EJ0543
 EJ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT862886(NAD 83)
 EJ0543_MARKER: DB = BENCH MARK DISK
 EJ0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0543_STAMPING: CHIE 1934
 EJ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0543+STABILITY: SURFACE MOTION
 EJ0543
 EJ0543  HISTORY     - Date     Condition        Report By
 EJ0543  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0543  HISTORY     - 1937     GOOD             ARGS
 EJ0543  HISTORY     - 1953     MARK NOT FOUND   LOCSUR
 EJ0543
 EJ0543                          STATION DESCRIPTION
 EJ0543
 EJ0543'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0543'3.8 MI W FROM PINE BLUFF.
 EJ0543'3.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION. 7
 EJ0543'FEET SOUTH OF POLE 410+07, 15.5 FEET NORTH OF THE NORTH RAIL, 300 FEET
 EJ0543'EAST OF AND ACROSS THE TRACK FROM YARD LIMIT SIGN, 800 FEET WEST OF
 EJ0543'WOODARD TRANSFORMER STATION.
 EJ0543
 EJ0543                          STATION RECOVERY (1953)
 EJ0543
 EJ0543'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 EJ0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0548 ***********************************************************************
 EJ0548  DESIGNATION -  CHIF
 EJ0548  PID         -  EJ0548
 EJ0548  STATE/COUNTY-  AR/JEFFERSON
 EJ0548  USGS QUAD   -  HARDIN (1984)
 EJ0548
 EJ0548                         *CURRENT SURVEY CONTROL
 EJ0548  ___________________________________________________________________
 EJ0548* NAD 83(1986)-  34 15 28.     (N)    092 07 42.     (W)     SCALED    
 EJ0548* NAVD 88     -       100.38   (+/-2cm)     329.3    (feet)  VERTCON   
 EJ0548  ___________________________________________________________________
 EJ0548  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0548
 EJ0548  VERT ORDER  -  ? (See Below)
 EJ0548
 EJ0548.The horizontal coordinates were scaled from a topographic map and have
 EJ0548.an estimated accuracy of +/- 6 seconds.
 EJ0548
 EJ0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0548.The vertical order pertains to the NGVD 29 superseded value.
 EJ0548
 EJ0548.The geoid height was determined by GEOID03.
 EJ0548
 EJ0548;                    North         East    Units  Estimated Accuracy
 EJ0548;SPC AR S     -   576,480.      388,180.      MT  (+/- 180 meters Scaled)
 EJ0548
 EJ0548                          SUPERSEDED SURVEY CONTROL
 EJ0548
 EJ0548  NGVD 29 (??/??/92)  100.453  (m)          329.57   (f) ADJ UNCH    ?  
 EJ0548
 EJ0548.Superseded values are not recommended for survey control.
 EJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0548.See file dsdata.txt to determine how the superseded data were derived.
 EJ0548
 EJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT802910(NAD 83)
 EJ0548_MARKER: DB = BENCH MARK DISK
 EJ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0548_STAMPING: CHIF 1934
 EJ0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0548+STABILITY: SURFACE MOTION
 EJ0548
 EJ0548  HISTORY     - Date     Condition        Report By
 EJ0548  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0548  HISTORY     - 1937     GOOD             ARGS
 EJ0548
 EJ0548                          STATION DESCRIPTION
 EJ0548
 EJ0548'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0548'7.6 MI W FROM PINE BLUFF.
 EJ0548'7.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION.
 EJ0548'AT ATWOOD SPUR, 132 FEET WEST OF THE STATION SIGN, 110 FEET SOUTHEAST
 EJ0548'OF POLE 406+05, 36 FEET SOUTH OF THE SOUTH RAIL, 48.7 FEET SOUTH OF
 EJ0548'SWITCH STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0551 ***********************************************************************
 EJ0551  DESIGNATION -  CHIG
 EJ0551  PID         -  EJ0551
 EJ0551  STATE/COUNTY-  AR/JEFFERSON
 EJ0551  USGS QUAD   -  HARDIN (1984)
 EJ0551
 EJ0551                         *CURRENT SURVEY CONTROL
 EJ0551  ___________________________________________________________________
 EJ0551* NAD 83(1986)-  34 16 03.     (N)    092 09 20.     (W)     SCALED    
 EJ0551* NAVD 88     -        92.61   (+/-2cm)     303.8    (feet)  VERTCON   
 EJ0551  ___________________________________________________________________
 EJ0551  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ0551
 EJ0551  VERT ORDER  -  ? (See Below)
 EJ0551
 EJ0551.The horizontal coordinates were scaled from a topographic map and have
 EJ0551.an estimated accuracy of +/- 6 seconds.
 EJ0551
 EJ0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0551.The vertical order pertains to the NGVD 29 superseded value.
 EJ0551
 EJ0551.The geoid height was determined by GEOID03.
 EJ0551
 EJ0551;                    North         East    Units  Estimated Accuracy
 EJ0551;SPC AR S     -   577,560.      385,680.      MT  (+/- 180 meters Scaled)
 EJ0551
 EJ0551                          SUPERSEDED SURVEY CONTROL
 EJ0551
 EJ0551  NGVD 29 (??/??/92)   92.679  (m)          304.06   (f) ADJ UNCH    ?  
 EJ0551
 EJ0551.Superseded values are not recommended for survey control.
 EJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0551.See file dsdata.txt to determine how the superseded data were derived.
 EJ0551
 EJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT777921(NAD 83)
 EJ0551_MARKER: DB = BENCH MARK DISK
 EJ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0551_STAMPING: CHIG 1934
 EJ0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0551+STABILITY: SURFACE MOTION
 EJ0551
 EJ0551  HISTORY     - Date     Condition        Report By
 EJ0551  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0551  HISTORY     - 1937     GOOD             ARGS
 EJ0551  HISTORY     - 1961     MARK NOT FOUND   USGS
 EJ0551
 EJ0551                          STATION DESCRIPTION
 EJ0551
 EJ0551'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0551'3.1 MI E FROM DOYLESTOWN.
 EJ0551'3.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION.
 EJ0551'75 FEET WEST OF POLE 404+15, 28.7 FEET NORTH OF THE NORTH RAIL, 600
 EJ0551'FEET WEST OF RAILROAD TRESTLE NO. 13, 32 FEET SOUTHWEST OF A 8-INCH
 EJ0551'SWEET GUM TREE.
 EJ0551
 EJ0551                          STATION RECOVERY (1961)
 EJ0551
 EJ0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EJ0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0552 ***********************************************************************
 EJ0552  DESIGNATION -  CHIH
 EJ0552  PID         -  EJ0552
 EJ0552  STATE/COUNTY-  AR/JEFFERSON
 EJ0552  USGS QUAD   -  HARDIN (1984)
 EJ0552
 EJ0552                         *CURRENT SURVEY CONTROL
 EJ0552  ___________________________________________________________________
 EJ0552* NAD 83(1986)-  34 16 08.     (N)    092 10 17.     (W)     SCALED    
 EJ0552* NAVD 88     -        94.47   (+/-2cm)     309.9    (feet)  VERTCON   
 EJ0552  ___________________________________________________________________
 EJ0552  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ0552
 EJ0552  VERT ORDER  -  ? (See Below)
 EJ0552
 EJ0552.The horizontal coordinates were scaled from a topographic map and have
 EJ0552.an estimated accuracy of +/- 6 seconds.
 EJ0552
 EJ0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0552.The vertical order pertains to the NGVD 29 superseded value.
 EJ0552
 EJ0552.The geoid height was determined by GEOID03.
 EJ0552
 EJ0552;                    North         East    Units  Estimated Accuracy
 EJ0552;SPC AR S     -   577,720.      384,220.      MT  (+/- 180 meters Scaled)
 EJ0552
 EJ0552                          SUPERSEDED SURVEY CONTROL
 EJ0552
 EJ0552  NGVD 29 (??/??/92)   94.540  (m)          310.17   (f) ADJ UNCH    ?  
 EJ0552
 EJ0552.Superseded values are not recommended for survey control.
 EJ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0552.See file dsdata.txt to determine how the superseded data were derived.
 EJ0552
 EJ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT762922(NAD 83)
 EJ0552_MARKER: DB = BENCH MARK DISK
 EJ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0552_STAMPING: CHIH 1934
 EJ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0552+STABILITY: SURFACE MOTION
 EJ0552
 EJ0552  HISTORY     - Date     Condition        Report By
 EJ0552  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0552  HISTORY     - 1937     GOOD             ARGS
 EJ0552
 EJ0552                          STATION DESCRIPTION
 EJ0552
 EJ0552'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0552'2.2 MI E FROM DOYLESTOWN.
 EJ0552'2.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION.
 EJ0552'28 FEET NORTHWEST OF POLE 403+18, 43 FEET NORTH OF THE NORTH RAIL, 1.5
 EJ0552'FEET SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE, 80 FEET SOUTHEAST OF
 EJ0552'THE SOUTHEAST CORNER OF FRANK MORE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0553 ***********************************************************************
 EJ0553  DESIGNATION -  CHIJ
 EJ0553  PID         -  EJ0553
 EJ0553  STATE/COUNTY-  AR/JEFFERSON
 EJ0553  USGS QUAD   -  HARDIN (1984)
 EJ0553
 EJ0553                         *CURRENT SURVEY CONTROL
 EJ0553  ___________________________________________________________________
 EJ0553* NAD 83(1986)-  34 16 03.     (N)    092 10 34.     (W)     SCALED    
 EJ0553* NAVD 88     -       100.84   (+/-2cm)     330.8    (feet)  VERTCON   
 EJ0553  ___________________________________________________________________
 EJ0553  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ0553
 EJ0553  VERT ORDER  -  ? (See Below)
 EJ0553
 EJ0553.The horizontal coordinates were scaled from a topographic map and have
 EJ0553.an estimated accuracy of +/- 6 seconds.
 EJ0553
 EJ0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0553.The vertical order pertains to the NGVD 29 superseded value.
 EJ0553
 EJ0553.The geoid height was determined by GEOID03.
 EJ0553
 EJ0553;                    North         East    Units  Estimated Accuracy
 EJ0553;SPC AR S     -   577,570.      383,780.      MT  (+/- 180 meters Scaled)
 EJ0553
 EJ0553                          SUPERSEDED SURVEY CONTROL
 EJ0553
 EJ0553  NGVD 29 (??/??/92)  100.907  (m)          331.06   (f) ADJ UNCH    ?  
 EJ0553
 EJ0553.Superseded values are not recommended for survey control.
 EJ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0553.See file dsdata.txt to determine how the superseded data were derived.
 EJ0553
 EJ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT758921(NAD 83)
 EJ0553_MARKER: DB = BENCH MARK DISK
 EJ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0553_STAMPING: CHIJ 1934
 EJ0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0553+STABILITY: SURFACE MOTION
 EJ0553
 EJ0553  HISTORY     - Date     Condition        Report By
 EJ0553  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0553  HISTORY     - 1937     GOOD             ARGS
 EJ0553
 EJ0553                          STATION DESCRIPTION
 EJ0553
 EJ0553'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0553'1.9 MI E FROM DOYLESTOWN.
 EJ0553'1.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION.
 EJ0553'57 FEET SOUTHWEST OF POLE 403+08, 22.5 FEET SOUTH OF THE SOUTH RAIL,
 EJ0553'42 FEET NORTH OF A 12-INCH POST OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0555 ***********************************************************************
 EJ0555  DESIGNATION -  CHIK
 EJ0555  PID         -  EJ0555
 EJ0555  STATE/COUNTY-  AR/JEFFERSON
 EJ0555  USGS QUAD   -  HARDIN (1984)
 EJ0555
 EJ0555                         *CURRENT SURVEY CONTROL
 EJ0555  ___________________________________________________________________
 EJ0555* NAD 83(1986)-  34 16 03.     (N)    092 11 18.     (W)     SCALED    
 EJ0555* NAVD 88     -       111.69   (+/-2cm)     366.4    (feet)  VERTCON   
 EJ0555  ___________________________________________________________________
 EJ0555  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ0555
 EJ0555  VERT ORDER  -  ? (See Below)
 EJ0555
 EJ0555.The horizontal coordinates were scaled from a topographic map and have
 EJ0555.an estimated accuracy of +/- 6 seconds.
 EJ0555
 EJ0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0555.The vertical order pertains to the NGVD 29 superseded value.
 EJ0555
 EJ0555.The geoid height was determined by GEOID03.
 EJ0555
 EJ0555;                    North         East    Units  Estimated Accuracy
 EJ0555;SPC AR S     -   577,570.      382,660.      MT  (+/- 180 meters Scaled)
 EJ0555
 EJ0555                          SUPERSEDED SURVEY CONTROL
 EJ0555
 EJ0555  NGVD 29 (??/??/92)  111.753  (m)          366.64   (f) ADJ UNCH    ?  
 EJ0555
 EJ0555.Superseded values are not recommended for survey control.
 EJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0555.See file dsdata.txt to determine how the superseded data were derived.
 EJ0555
 EJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT747921(NAD 83)
 EJ0555_MARKER: DB = BENCH MARK DISK
 EJ0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0555_STAMPING: CHIK 1935
 EJ0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0555+STABILITY: SURFACE MOTION
 EJ0555
 EJ0555  HISTORY     - Date     Condition        Report By
 EJ0555  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0555  HISTORY     - 1937     GOOD             ARGS
 EJ0555
 EJ0555                          STATION DESCRIPTION
 EJ0555
 EJ0555'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0555'1.2 MI E FROM DOYLESTOWN.
 EJ0555'1.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION.
 EJ0555'98 FEET SOUTHEAST OF POLE 402+25, 27 FEET SOUTH OF THE SOUTH RAIL, 15
 EJ0555'FEET NORTHEAST OF A 15-INCH POST OAK TREE, ABOUT 700 FEET EAST OF
 EJ0555'STATION ONE MILE, SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0556 ***********************************************************************
 EJ0556  DESIGNATION -  CHIL
 EJ0556  PID         -  EJ0556
 EJ0556  STATE/COUNTY-  AR/JEFFERSON
 EJ0556  USGS QUAD   -  HARDIN (1984)
 EJ0556
 EJ0556                         *CURRENT SURVEY CONTROL
 EJ0556  ___________________________________________________________________
 EJ0556* NAD 83(1986)-  34 16 03.     (N)    092 11 55.     (W)     SCALED    
 EJ0556* NAVD 88     -       106.03   (+/-2cm)     347.9    (feet)  VERTCON   
 EJ0556  ___________________________________________________________________
 EJ0556  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ0556
 EJ0556  VERT ORDER  -  ? (See Below)
 EJ0556
 EJ0556.The horizontal coordinates were scaled from a topographic map and have
 EJ0556.an estimated accuracy of +/- 6 seconds.
 EJ0556
 EJ0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0556.The vertical order pertains to the NGVD 29 superseded value.
 EJ0556
 EJ0556.The geoid height was determined by GEOID03.
 EJ0556
 EJ0556;                    North         East    Units  Estimated Accuracy
 EJ0556;SPC AR S     -   577,570.      381,710.      MT  (+/- 180 meters Scaled)
 EJ0556
 EJ0556                          SUPERSEDED SURVEY CONTROL
 EJ0556
 EJ0556  NGVD 29 (??/??/92)  106.091  (m)          348.07   (f) ADJ UNCH    ?  
 EJ0556
 EJ0556.Superseded values are not recommended for survey control.
 EJ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0556.See file dsdata.txt to determine how the superseded data were derived.
 EJ0556
 EJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT737921(NAD 83)
 EJ0556_MARKER: DB = BENCH MARK DISK
 EJ0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0556_STAMPING: CHIL 1935
 EJ0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0556+STABILITY: SURFACE MOTION
 EJ0556
 EJ0556  HISTORY     - Date     Condition        Report By
 EJ0556  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0556  HISTORY     - 1937     GOOD             ARGS
 EJ0556
 EJ0556                          STATION DESCRIPTION
 EJ0556
 EJ0556'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0556'0.6 MI E FROM DOYLESTOWN.
 EJ0556'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION. 95
 EJ0556'FEET SOUTHWEST OF POLE 402+03, 55 FEET SOUTH OF THE SOUTH RAIL, 14
 EJ0556'FEET EAST OF A BLAZED 6-INCH RED OAK TREE, 4 FEET SOUTHEAST OF A
 EJ0556'BLAZED 4-INCH WHITE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0557 ***********************************************************************
 EJ0557  DESIGNATION -  CHIM
 EJ0557  PID         -  EJ0557
 EJ0557  STATE/COUNTY-  AR/JEFFERSON
 EJ0557  USGS QUAD   -  HARDIN (1984)
 EJ0557
 EJ0557                         *CURRENT SURVEY CONTROL
 EJ0557  ___________________________________________________________________
 EJ0557* NAD 83(1986)-  34 16 11.     (N)    092 12 14.     (W)     SCALED    
 EJ0557* NAVD 88     -       110.50   (+/-2cm)     362.5    (feet)  VERTCON   
 EJ0557  ___________________________________________________________________
 EJ0557  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ0557
 EJ0557  VERT ORDER  -  ? (See Below)
 EJ0557
 EJ0557.The horizontal coordinates were scaled from a topographic map and have
 EJ0557.an estimated accuracy of +/- 6 seconds.
 EJ0557
 EJ0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0557.The vertical order pertains to the NGVD 29 superseded value.
 EJ0557
 EJ0557.The geoid height was determined by GEOID03.
 EJ0557
 EJ0557;                    North         East    Units  Estimated Accuracy
 EJ0557;SPC AR S     -   577,820.      381,230.      MT  (+/- 180 meters Scaled)
 EJ0557
 EJ0557                          SUPERSEDED SURVEY CONTROL
 EJ0557
 EJ0557  NGVD 29 (??/??/92)  110.559  (m)          362.73   (f) ADJ UNCH    ?  
 EJ0557
 EJ0557.Superseded values are not recommended for survey control.
 EJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0557.See file dsdata.txt to determine how the superseded data were derived.
 EJ0557
 EJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT732923(NAD 83)
 EJ0557_MARKER: DB = BENCH MARK DISK
 EJ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0557_STAMPING: CHIM 1935
 EJ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0557+STABILITY: SURFACE MOTION
 EJ0557
 EJ0557  HISTORY     - Date     Condition        Report By
 EJ0557  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0557  HISTORY     - 1937     GOOD             ARGS
 EJ0557  HISTORY     - 1977     GOOD             LOCENG
 EJ0557
 EJ0557                          STATION DESCRIPTION
 EJ0557
 EJ0557'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0557'IN DOYLESTOWN.
 EJ0557'0.2 MILE EAST OF THE STATION, 44 FEET WEST OF POLE 401+22, 23 FEET
 EJ0557'NORTH OF THE NORTH RAIL, 95 FEET NORTHEAST OF SWITCH STAND ON OPPOSITE
 EJ0557'SIDE OF TRACK, ABOUT 950 FEET EAST OF A ROAD CROSSING.
 EJ0557
 EJ0557                          STATION RECOVERY (1977)
 EJ0557
 EJ0557'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 EJ0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0559 ***********************************************************************
 EJ0559  DESIGNATION -  CHIN
 EJ0559  PID         -  EJ0559
 EJ0559  STATE/COUNTY-  AR/GRANT
 EJ0559  USGS QUAD   -  HARDIN (1984)
 EJ0559
 EJ0559                         *CURRENT SURVEY CONTROL
 EJ0559  ___________________________________________________________________
 EJ0559* NAD 83(1986)-  34 16 16.     (N)    092 12 51.     (W)     SCALED    
 EJ0559* NAVD 88     -       103.08   (+/-2cm)     338.2    (feet)  VERTCON   
 EJ0559  ___________________________________________________________________
 EJ0559  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ0559
 EJ0559  VERT ORDER  -  ? (See Below)
 EJ0559
 EJ0559.The horizontal coordinates were scaled from a topographic map and have
 EJ0559.an estimated accuracy of +/- 6 seconds.
 EJ0559
 EJ0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0559.The vertical order pertains to the NGVD 29 superseded value.
 EJ0559
 EJ0559.The geoid height was determined by GEOID03.
 EJ0559
 EJ0559;                    North         East    Units  Estimated Accuracy
 EJ0559;SPC AR S     -   577,970.      380,280.      MT  (+/- 180 meters Scaled)
 EJ0559
 EJ0559                          SUPERSEDED SURVEY CONTROL
 EJ0559
 EJ0559  NGVD 29 (??/??/92)  103.143  (m)          338.39   (f) ADJ UNCH    ?  
 EJ0559
 EJ0559.Superseded values are not recommended for survey control.
 EJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0559.See file dsdata.txt to determine how the superseded data were derived.
 EJ0559
 EJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT723924(NAD 83)
 EJ0559_MARKER: DB = BENCH MARK DISK
 EJ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0559_STAMPING: CHIN 1935
 EJ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0559+STABILITY: SURFACE MOTION
 EJ0559
 EJ0559  HISTORY     - Date     Condition        Report By
 EJ0559  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0559  HISTORY     - 1937     GOOD             ARGS
 EJ0559  HISTORY     - 1970     MARK NOT FOUND   USGS
 EJ0559
 EJ0559                          STATION DESCRIPTION
 EJ0559
 EJ0559'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0559'0.4 MI W FROM DOYLESTOWN.
 EJ0559'0.4 MILE WEST OF DOYLESTOWN DEPOT.  NEAR THE JEFFERSON-GRANT COUNTY
 EJ0559'LINE, 84 FEET SOUTHEAST OF POLE 401+02, 10 FEET SOUTH OF THE SOUTH
 EJ0559'RAIL, 21 FEET NORTH OF A 10-INCH PINE TREE.
 EJ0559
 EJ0559                          STATION RECOVERY (1970)
 EJ0559
 EJ0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EJ0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0560 ***********************************************************************
 EJ0560  DESIGNATION -  CHIO
 EJ0560  PID         -  EJ0560
 EJ0560  STATE/COUNTY-  AR/GRANT
 EJ0560  USGS QUAD   -  PRAGUE (1984)
 EJ0560
 EJ0560                         *CURRENT SURVEY CONTROL
 EJ0560  ___________________________________________________________________
 EJ0560* NAD 83(1986)-  34 16 39.     (N)    092 15 22.     (W)     SCALED    
 EJ0560* NAVD 88     -        79.79   (+/-2cm)     261.8    (feet)  VERTCON   
 EJ0560  ___________________________________________________________________
 EJ0560  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EJ0560
 EJ0560  VERT ORDER  -  ? (See Below)
 EJ0560
 EJ0560.The horizontal coordinates were scaled from a topographic map and have
 EJ0560.an estimated accuracy of +/- 6 seconds.
 EJ0560
 EJ0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0560.The vertical order pertains to the NGVD 29 superseded value.
 EJ0560
 EJ0560.The geoid height was determined by GEOID03.
 EJ0560
 EJ0560;                    North         East    Units  Estimated Accuracy
 EJ0560;SPC AR S     -   578,690.      376,420.      MT  (+/- 180 meters Scaled)
 EJ0560
 EJ0560                          SUPERSEDED SURVEY CONTROL
 EJ0560
 EJ0560  NGVD 29 (??/??/92)   79.846  (m)          261.96   (f) ADJ UNCH    ?  
 EJ0560
 EJ0560.Superseded values are not recommended for survey control.
 EJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0560.See file dsdata.txt to determine how the superseded data were derived.
 EJ0560
 EJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT684931(NAD 83)
 EJ0560_MARKER: DB = BENCH MARK DISK
 EJ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0560_STAMPING: CHIO 1935
 EJ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0560+STABILITY: SURFACE MOTION
 EJ0560
 EJ0560  HISTORY     - Date     Condition        Report By
 EJ0560  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0560  HISTORY     - 1937     GOOD             ARGS
 EJ0560  HISTORY     - 1961     MARK NOT FOUND   USGS
 EJ0560
 EJ0560                          STATION DESCRIPTION
 EJ0560
 EJ0560'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0560'1.5 MI E FROM PRAGUE.
 EJ0560'1.5 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0560'SIGN.  43 FEET SOUTH OF POLE 398+21, 11 FEET SOUTH OF THE SOUTH RAIL,
 EJ0560'183 FEET EAST OF DIRT-ROAD CROSSING, 137 FEET EAST OF U.S. COAST AND
 EJ0560'GEODETIC SURVEY BENCH MARK L 80.
 EJ0560
 EJ0560                          STATION RECOVERY (1961)
 EJ0560
 EJ0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EJ0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0563 ***********************************************************************
 EJ0563  DESIGNATION -  CHIQ
 EJ0563  PID         -  EJ0563
 EJ0563  STATE/COUNTY-  AR/GRANT
 EJ0563  USGS QUAD   -  PRAGUE (1984)
 EJ0563
 EJ0563                         *CURRENT SURVEY CONTROL
 EJ0563  ___________________________________________________________________
 EJ0563* NAD 83(1986)-  34 17 16.     (N)    092 17 19.     (W)     SCALED    
 EJ0563* NAVD 88     -        94.93   (+/-2cm)     311.4    (feet)  VERTCON   
 EJ0563  ___________________________________________________________________
 EJ0563  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ0563
 EJ0563  VERT ORDER  -  ? (See Below)
 EJ0563
 EJ0563.The horizontal coordinates were scaled from a topographic map and have
 EJ0563.an estimated accuracy of +/- 6 seconds.
 EJ0563
 EJ0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0563.The vertical order pertains to the NGVD 29 superseded value.
 EJ0563
 EJ0563.The geoid height was determined by GEOID03.
 EJ0563
 EJ0563;                    North         East    Units  Estimated Accuracy
 EJ0563;SPC AR S     -   579,840.      373,430.      MT  (+/- 180 meters Scaled)
 EJ0563
 EJ0563                          SUPERSEDED SURVEY CONTROL
 EJ0563
 EJ0563  NGVD 29 (??/??/92)   94.985  (m)          311.63   (f) ADJ UNCH    ?  
 EJ0563
 EJ0563.Superseded values are not recommended for survey control.
 EJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0563.See file dsdata.txt to determine how the superseded data were derived.
 EJ0563
 EJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT654942(NAD 83)
 EJ0563_MARKER: DB = BENCH MARK DISK
 EJ0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0563_STAMPING: CHIQ 1935
 EJ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0563+STABILITY: SURFACE MOTION
 EJ0563
 EJ0563  HISTORY     - Date     Condition        Report By
 EJ0563  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0563  HISTORY     - 1937     GOOD             ARGS
 EJ0563
 EJ0563                          STATION DESCRIPTION
 EJ0563
 EJ0563'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0563'0.5 MI W FROM PRAGUE.
 EJ0563'0.5 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0563'SIGN.  49 FEET SOUTHWEST OF POLE 396+22, 14.6 FEET SOUTH OF THE SOUTH
 EJ0563'RAIL, 76 FEET WEST OF DIRT ROAD CROSSING, 30 FEET NORTHEAST OF 24-INCH
 EJ0563'BLACK GUM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0565 ***********************************************************************
 EJ0565  DESIGNATION -  CHIR
 EJ0565  PID         -  EJ0565
 EJ0565  STATE/COUNTY-  AR/GRANT
 EJ0565  USGS QUAD   -  PRAGUE (1984)
 EJ0565
 EJ0565                         *CURRENT SURVEY CONTROL
 EJ0565  ___________________________________________________________________
 EJ0565* NAD 83(1986)-  34 17 57.     (N)    092 19 04.     (W)     SCALED    
 EJ0565* NAVD 88     -        75.68   (+/-2cm)     248.3    (feet)  VERTCON   
 EJ0565  ___________________________________________________________________
 EJ0565  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ0565
 EJ0565  VERT ORDER  -  ? (See Below)
 EJ0565
 EJ0565.The horizontal coordinates were scaled from a topographic map and have
 EJ0565.an estimated accuracy of +/- 6 seconds.
 EJ0565
 EJ0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0565.The vertical order pertains to the NGVD 29 superseded value.
 EJ0565
 EJ0565.The geoid height was determined by GEOID03.
 EJ0565
 EJ0565;                    North         East    Units  Estimated Accuracy
 EJ0565;SPC AR S     -   581,110.      370,750.      MT  (+/- 180 meters Scaled)
 EJ0565
 EJ0565                          SUPERSEDED SURVEY CONTROL
 EJ0565
 EJ0565  NGVD 29 (??/??/92)   75.734  (m)          248.47   (f) ADJ UNCH    ?  
 EJ0565
 EJ0565.Superseded values are not recommended for survey control.
 EJ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0565.See file dsdata.txt to determine how the superseded data were derived.
 EJ0565
 EJ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT627955(NAD 83)
 EJ0565_MARKER: DB = BENCH MARK DISK
 EJ0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0565_STAMPING: CHIR 1935
 EJ0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0565+STABILITY: SURFACE MOTION
 EJ0565
 EJ0565  HISTORY     - Date     Condition        Report By
 EJ0565  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0565  HISTORY     - 1937     GOOD             ARGS
 EJ0565
 EJ0565                          STATION DESCRIPTION
 EJ0565
 EJ0565'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0565'2.3 MI W FROM PRAGUE.
 EJ0565'2.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0565'SIGN.  AT KOONS, 76 FEET NORTHWEST OF POLE 394-26, 45 FEET NORTH OF
 EJ0565'THE NORTH RAIL, 2.5 FEET SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE, 142
 EJ0565'FEET NORTHWEST OF A ROAD CROSSING, 104 FEET EAST OF POLE 394+25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0566 ***********************************************************************
 EJ0566  DESIGNATION -  CHIS
 EJ0566  PID         -  EJ0566
 EJ0566  STATE/COUNTY-  AR/GRANT
 EJ0566  USGS QUAD   -  PRAGUE (1984)
 EJ0566
 EJ0566                         *CURRENT SURVEY CONTROL
 EJ0566  ___________________________________________________________________
 EJ0566* NAD 83(1986)-  34 18 00.     (N)    092 19 22.     (W)     SCALED    
 EJ0566* NAVD 88     -        72.30   (+/-2cm)     237.2    (feet)  VERTCON   
 EJ0566  ___________________________________________________________________
 EJ0566  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ0566
 EJ0566  VERT ORDER  -  ? (See Below)
 EJ0566
 EJ0566.The horizontal coordinates were scaled from a topographic map and have
 EJ0566.an estimated accuracy of +/- 6 seconds.
 EJ0566
 EJ0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0566.The vertical order pertains to the NGVD 29 superseded value.
 EJ0566
 EJ0566.The geoid height was determined by GEOID03.
 EJ0566
 EJ0566;                    North         East    Units  Estimated Accuracy
 EJ0566;SPC AR S     -   581,210.      370,290.      MT  (+/- 180 meters Scaled)
 EJ0566
 EJ0566                          SUPERSEDED SURVEY CONTROL
 EJ0566
 EJ0566  NGVD 29 (??/??/92)   72.350  (m)          237.37   (f) ADJ UNCH    ?  
 EJ0566
 EJ0566.Superseded values are not recommended for survey control.
 EJ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0566.See file dsdata.txt to determine how the superseded data were derived.
 EJ0566
 EJ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT623956(NAD 83)
 EJ0566_MARKER: DB = BENCH MARK DISK
 EJ0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0566_STAMPING: CHIS 1935
 EJ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0566+STABILITY: SURFACE MOTION
 EJ0566
 EJ0566  HISTORY     - Date     Condition        Report By
 EJ0566  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0566  HISTORY     - 1937     GOOD             ARGS
 EJ0566
 EJ0566                          STATION DESCRIPTION
 EJ0566
 EJ0566'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0566'2.6 MI W FROM PRAGUE.
 EJ0566'2.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0566'SIGN.  25 FEET WEST OF POLE 394+17, 28.6 FEET NORTH OF THE NORTH RAIL,
 EJ0566'15 FEET SOUTHWEST OF A 18-INCH PINE TREE, 18 FEET SOUTH OF RAILROAD
 EJ0566'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0093 ***********************************************************************
 GE0093  DESIGNATION -  CHISELED SQUARE
 GE0093  PID         -  GE0093
 GE0093  STATE/COUNTY-  AR/CLAY
 GE0093  USGS QUAD   -  MOUNDS (1984)
 GE0093
 GE0093                         *CURRENT SURVEY CONTROL
 GE0093  ___________________________________________________________________
 GE0093* NAD 83(1986)-  36 14 57.     (N)    090 18 27.     (W)     SCALED    
 GE0093* NAVD 88     -        85.741  (meters)     281.30   (feet)  ADJUSTED  
 GE0093  ___________________________________________________________________
 GE0093  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GE0093  DYNAMIC HT  -          85.671 (meters)     281.07  (feet)  COMP
 GE0093  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GE0093
 GE0093  VERT ORDER  -  FIRST     CLASS II
 GE0093
 GE0093.The horizontal coordinates were scaled from a topographic map and have
 GE0093.an estimated accuracy of +/- 6 seconds.
 GE0093
 GE0093.The orthometric height was determined by differential leveling
 GE0093.and adjusted by the National Geodetic Survey in June 1991..
 GE0093
 GE0093.The geoid height was determined by GEOID03.
 GE0093
 GE0093.The dynamic height is computed by dividing the NAVD 88
 GE0093.geopotential number by the normal gravity value computed on the
 GE0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0093.degrees latitude (g = 980.6199 gals.).
 GE0093
 GE0093.The modeled gravity was interpolated from observed gravity values.
 GE0093
 GE0093;                    North         East    Units  Estimated Accuracy
 GE0093;SPC AR N     -   213,860.      552,110.      MT  (+/- 180 meters Scaled)
 GE0093
 GE0093                          SUPERSEDED SURVEY CONTROL
 GE0093
 GE0093  NGVD 29 (??/??/92)   85.734  (m)          281.28   (f) ADJ UNCH    1 2
 GE0093
 GE0093.Superseded values are not recommended for survey control.
 GE0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0093.See file dsdata.txt to determine how the superseded data were derived.
 GE0093
 GE0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA419149(NAD 83)
 GE0093_MARKER: Q = CHISELED SQUARE
 GE0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0093_SP_SET: CONCRETE CURBING
 GE0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0093
 GE0093  HISTORY     - Date     Condition        Report By
 GE0093  HISTORY     - UNK      MONUMENTED
 GE0093  HISTORY     - 1956     GOOD             NGS
 GE0093
 GE0093                          STATION DESCRIPTION
 GE0093
 GE0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0093'1.4 MI SW FROM RECTOR.
 GE0093'ABOUT 1.4 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0093'RAILWAY FROM THE STATION AT RECTOR, SOUTHEAST AND ACROSS STATE HIGHWAY
 GE0093'1 FROM POINT BETWEEN TELEPHONE POLES 86/25 AND 86/26, AT A HIGHWAY
 GE0093'BRIDGE OVER A CREEK, 88 1/2 FEET SOUTHEAST AND ACROSS HIGHWAY FROM
 GE0093'SOUTHEAST RAIL, 12 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND
 GE0093'IS A CHISELED SQUARE ON THE TOP OF THE SOUTHWEST END OF SOUTHEAST
 GE0093'CONCRETE CURBING OF HIGHWAY BRIDGE AND ABOUT 1/4 FOOT ABOVE LEVEL
 GE0093'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0081 ***********************************************************************
 GE0081  DESIGNATION -  CHISELED SQUARE
 GE0081  PID         -  GE0081
 GE0081  STATE/COUNTY-  AR/CLAY
 GE0081  USGS QUAD   -  RECTOR (1984)
 GE0081
 GE0081                         *CURRENT SURVEY CONTROL
 GE0081  ___________________________________________________________________
 GE0081* NAD 83(1986)-  36 18 11.     (N)    090 15 02.     (W)     SCALED    
 GE0081* NAVD 88     -        85.842  (meters)     281.63   (feet)  ADJUSTED  
 GE0081  ___________________________________________________________________
 GE0081  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GE0081  DYNAMIC HT  -          85.772 (meters)     281.40  (feet)  COMP
 GE0081  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GE0081
 GE0081  VERT ORDER  -  FIRST     CLASS II
 GE0081
 GE0081.The horizontal coordinates were scaled from a topographic map and have
 GE0081.an estimated accuracy of +/- 6 seconds.
 GE0081
 GE0081.The orthometric height was determined by differential leveling
 GE0081.and adjusted by the National Geodetic Survey in June 1991..
 GE0081
 GE0081.The geoid height was determined by GEOID03.
 GE0081
 GE0081.The dynamic height is computed by dividing the NAVD 88
 GE0081.geopotential number by the normal gravity value computed on the
 GE0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0081.degrees latitude (g = 980.6199 gals.).
 GE0081
 GE0081.The modeled gravity was interpolated from observed gravity values.
 GE0081
 GE0081;                    North         East    Units  Estimated Accuracy
 GE0081;SPC AR N     -   219,930.      557,130.      MT  (+/- 180 meters Scaled)
 GE0081
 GE0081                          SUPERSEDED SURVEY CONTROL
 GE0081
 GE0081  NGVD 29 (??/??/92)   85.834  (m)          281.61   (f) ADJ UNCH    1 2
 GE0081
 GE0081.Superseded values are not recommended for survey control.
 GE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0081.See file dsdata.txt to determine how the superseded data were derived.
 GE0081
 GE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA468210(NAD 83)
 GE0081_MARKER: Q = CHISELED SQUARE
 GE0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0081_SP_SET: CULVERT
 GE0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0081
 GE0081  HISTORY     - Date     Condition        Report By
 GE0081  HISTORY     - UNK      MONUMENTED
 GE0081  HISTORY     - 1956     SEE DESCRIPTION  NGS
 GE0081
 GE0081                          STATION DESCRIPTION
 GE0081
 GE0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0081'3.5 MI NE FROM RECTOR.
 GE0081'ABOUT 3.5 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0081'RAILWAY FROM THE STATION AT RECTOR, ABOUT 1 1/2 TELEPHONE POLES
 GE0081'NORTHEAST OF MILE POLE 82, AT AN EAST-WEST ROAD CROSSING, A
 GE0081'ROUGH CHISELED OUTLINED SQUARE ON THE TOP OF EAST CORNER OF
 GE0081'NORTHEAST END OF NORTHWEST CONCRETE HEAD WALL OF A 4-FOOT CONCRETE
 GE0081'BOX CULVERT UNDER TRACK, 10 3/4 FEET NORTHWEST OF NORTHWEST RAIL,
 GE0081'27 FEET NORTH OF CENTER OF CROSSING, 0.6 FOOT EAST OF BENCH MARK
 GE0081'K 188 AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- THE
 GE0081'DESCRIPTION IS NOT COMPLETE ENOUGH TO DEFINETELY IDENTIFY THE
 GE0081'POINT LEVELED TO ORIGINALLY.  THERE APPEARS TO BE ANOTHER OUTLINED
 GE0081'SQUARE ON THE TOP OF NORTH CORNER OF HEAD WALL AND IT IS NOT KNOWN
 GE0081'WHICH POINT WAS ORIGINALLY LEVELED TO.  BENCH MARK K 188 WAS
 GE0081'ESTABLISHED IN THIS CULVERT AND IT IS BELIEVED THAT THIS MARK
 GE0081'SHOULD BE DISREGARDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1102 ***********************************************************************
 EH1102  DESIGNATION -  CHISELED SQUARE
 EH1102  PID         -  EH1102
 EH1102  STATE/COUNTY-  AR/PRAIRIE
 EH1102  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1102
 EH1102                         *CURRENT SURVEY CONTROL
 EH1102  ___________________________________________________________________
 EH1102* NAD 83(1986)-  34 47 41.     (N)    091 26 25.     (W)     SCALED    
 EH1102* NAVD 88     -        57.391  (meters)     188.29   (feet)  ADJUSTED  
 EH1102  ___________________________________________________________________
 EH1102  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1102  DYNAMIC HT  -          57.337 (meters)     188.11  (feet)  COMP
 EH1102  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 EH1102
 EH1102  VERT ORDER  -  FIRST     CLASS II
 EH1102
 EH1102.The horizontal coordinates were scaled from a topographic map and have
 EH1102.an estimated accuracy of +/- 6 seconds.
 EH1102
 EH1102.The orthometric height was determined by differential leveling
 EH1102.and adjusted by the National Geodetic Survey in June 1991..
 EH1102.WARNING-Repeat measurements at this control monument indicate possible
 EH1102.vertical movement.
 EH1102
 EH1102.The geoid height was determined by GEOID03.
 EH1102
 EH1102.The dynamic height is computed by dividing the NAVD 88
 EH1102.geopotential number by the normal gravity value computed on the
 EH1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1102.degrees latitude (g = 980.6199 gals.).
 EH1102
 EH1102.The modeled gravity was interpolated from observed gravity values.
 EH1102
 EH1102;                    North         East    Units  Estimated Accuracy
 EH1102;SPC AR S     -   636,180.      451,220.      MT  (+/- 180 meters Scaled)
 EH1102
 EH1102                          SUPERSEDED SURVEY CONTROL
 EH1102
 EH1102  NGVD 29 (??/??/??)   57.391  (m)          188.29   (f) ADJUSTED    1 2
 EH1102
 EH1102.Superseded values are not recommended for survey control.
 EH1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1102.See file dsdata.txt to determine how the superseded data were derived.
 EH1102
 EH1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU426513(NAD 83)
 EH1102_MARKER: Q = CHISELED SQUARE
 EH1102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1102_SP_SET: PIER
 EH1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1102
 EH1102  HISTORY     - Date     Condition        Report By
 EH1102  HISTORY     - UNK      MONUMENTED       CGS
 EH1102  HISTORY     - 1954     GOOD             CGS
 EH1102  HISTORY     - 20030428 MARK NOT FOUND   USACE
 EH1102
 EH1102                          STATION DESCRIPTION
 EH1102
 EH1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1102'1.4 MI E FROM DE VALLS BLUFF.
 EH1102'1.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1102'FROM THE STATION AT DE VALLS BLUFF, 12 RAILS EAST OF THE EAST END OF A
 EH1102'DRAWBRIDGE OVER THE WHITE RIVER, 18 FEET SOUTH OF A BATTERY BOX, 6.6
 EH1102'FEET SOUTH OF THE SOUTH RAIL, 0.8 FOOT BELOW THE TOP OF THE RAILS, ON
 EH1102'THE TOP OF THE SOUTH SIDE OF THE 1ST CONCRETE PIER EAST OF THE EAST
 EH1102'END OF THE BRIDGE, 0.8 FOOT NORTH OF THE SOUTH EDGE OF THE PIER.
 EH1102
 EH1102                          STATION RECOVERY (2003)
 EH1102
 EH1102'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0568 ***********************************************************************
 EJ0568  DESIGNATION -  CHIT
 EJ0568  PID         -  EJ0568
 EJ0568  STATE/COUNTY-  AR/GRANT
 EJ0568  USGS QUAD   -  PRAGUE (1984)
 EJ0568
 EJ0568                         *CURRENT SURVEY CONTROL
 EJ0568  ___________________________________________________________________
 EJ0568* NAD 83(1986)-  34 18 00.     (N)    092 20 56.     (W)     SCALED    
 EJ0568* NAVD 88     -        63.02   (+/-2cm)     206.8    (feet)  VERTCON   
 EJ0568  ___________________________________________________________________
 EJ0568  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ0568
 EJ0568  VERT ORDER  -  ? (See Below)
 EJ0568
 EJ0568.The horizontal coordinates were scaled from a topographic map and have
 EJ0568.an estimated accuracy of +/- 6 seconds.
 EJ0568
 EJ0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0568.The vertical order pertains to the NGVD 29 superseded value.
 EJ0568
 EJ0568.The geoid height was determined by GEOID03.
 EJ0568
 EJ0568;                    North         East    Units  Estimated Accuracy
 EJ0568;SPC AR S     -   581,210.      367,880.      MT  (+/- 180 meters Scaled)
 EJ0568
 EJ0568                          SUPERSEDED SURVEY CONTROL
 EJ0568
 EJ0568  NGVD 29 (??/??/92)   63.078  (m)          206.95   (f) ADJ UNCH    ?  
 EJ0568
 EJ0568.Superseded values are not recommended for survey control.
 EJ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0568.See file dsdata.txt to determine how the superseded data were derived.
 EJ0568
 EJ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT599956(NAD 83)
 EJ0568_MARKER: DB = BENCH MARK DISK
 EJ0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0568_STAMPING: CHIT 1935
 EJ0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0568+STABILITY: SURFACE MOTION
 EJ0568
 EJ0568  HISTORY     - Date     Condition        Report By
 EJ0568  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0568  HISTORY     - 1937     GOOD             ARGS
 EJ0568
 EJ0568                          STATION DESCRIPTION
 EJ0568
 EJ0568'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0568'2.9 MI E FROM SHERIDAN.
 EJ0568'2.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION. 5
 EJ0568'FEET SOUTH OF POLE 393+02, 15.5 FEET NORTH OF THE NORTH RAIL, 150 FEET
 EJ0568'EAST OF THE NORTHEAST CORNER OF TRESTLE NO. 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0570 ***********************************************************************
 EJ0570  DESIGNATION -  CHIU
 EJ0570  PID         -  EJ0570
 EJ0570  STATE/COUNTY-  AR/GRANT
 EJ0570  USGS QUAD   -  PRAGUE (1984)
 EJ0570
 EJ0570                         *CURRENT SURVEY CONTROL
 EJ0570  ___________________________________________________________________
 EJ0570* NAD 83(1986)-  34 17 56.     (N)    092 22 26.     (W)     SCALED    
 EJ0570* NAVD 88     -        73.09   (+/-2cm)     239.8    (feet)  VERTCON   
 EJ0570  ___________________________________________________________________
 EJ0570  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EJ0570
 EJ0570  VERT ORDER  -  ? (See Below)
 EJ0570
 EJ0570.The horizontal coordinates were scaled from a topographic map and have
 EJ0570.an estimated accuracy of +/- 6 seconds.
 EJ0570
 EJ0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0570.The vertical order pertains to the NGVD 29 superseded value.
 EJ0570
 EJ0570.The geoid height was determined by GEOID03.
 EJ0570
 EJ0570;                    North         East    Units  Estimated Accuracy
 EJ0570;SPC AR S     -   581,100.      365,580.      MT  (+/- 180 meters Scaled)
 EJ0570
 EJ0570                          SUPERSEDED SURVEY CONTROL
 EJ0570
 EJ0570  NGVD 29 (??/??/92)   73.148  (m)          239.99   (f) ADJ UNCH    ?  
 EJ0570
 EJ0570.Superseded values are not recommended for survey control.
 EJ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0570.See file dsdata.txt to determine how the superseded data were derived.
 EJ0570
 EJ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT576954(NAD 83)
 EJ0570_MARKER: DB = BENCH MARK DISK
 EJ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0570_STAMPING: CHIU 1935
 EJ0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0570+STABILITY: SURFACE MOTION
 EJ0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0570+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 EJ0570
 EJ0570  HISTORY     - Date     Condition        Report By
 EJ0570  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0570  HISTORY     - 1937     GOOD             ARGS
 EJ0570  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0570  HISTORY     - 20060413 GOOD             ARHD
 EJ0570
 EJ0570                          STATION DESCRIPTION
 EJ0570
 EJ0570'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0570'1.5 MI SE FROM SHERIDAN.
 EJ0570'1.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0570'STATION.  8 FEET SOUTHWEST OF POLE 391+19, 25 FEET NORTH OF THE NORTH
 EJ0570'RAIL, 70 FEET NORTHEAST OF DIRT-ROAD CROSSING, 25 FEET SOUTH OF
 EJ0570'RIGHT-OF-WAY FENCE.
 EJ0570
 EJ0570                          STATION RECOVERY (1962)
 EJ0570
 EJ0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0570'MARK NOT FOUND.
 EJ0570
 EJ0570                          STATION RECOVERY (2006)
 EJ0570
 EJ0570'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MSK)
 EJ0570'MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0571 ***********************************************************************
 EJ0571  DESIGNATION -  CHIV
 EJ0571  PID         -  EJ0571
 EJ0571  STATE/COUNTY-  AR/GRANT
 EJ0571  USGS QUAD   -  SHERIDAN (1984)
 EJ0571
 EJ0571                         *CURRENT SURVEY CONTROL
 EJ0571  ___________________________________________________________________
 EJ0571* NAD 83(1986)-  34 17 54.     (N)    092 23 02.     (W)     SCALED    
 EJ0571* NAVD 88     -        71.34   (+/-2cm)     234.1    (feet)  VERTCON   
 EJ0571  ___________________________________________________________________
 EJ0571  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0571
 EJ0571  VERT ORDER  -  ? (See Below)
 EJ0571
 EJ0571.The horizontal coordinates were scaled from a topographic map and have
 EJ0571.an estimated accuracy of +/- 6 seconds.
 EJ0571
 EJ0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0571.The vertical order pertains to the NGVD 29 superseded value.
 EJ0571
 EJ0571.The geoid height was determined by GEOID03.
 EJ0571
 EJ0571;                    North         East    Units  Estimated Accuracy
 EJ0571;SPC AR S     -   581,040.      364,660.      MT  (+/- 180 meters Scaled)
 EJ0571
 EJ0571                          SUPERSEDED SURVEY CONTROL
 EJ0571
 EJ0571  NGVD 29 (??/??/92)   71.390  (m)          234.22   (f) ADJ UNCH    ?  
 EJ0571
 EJ0571.Superseded values are not recommended for survey control.
 EJ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0571.See file dsdata.txt to determine how the superseded data were derived.
 EJ0571
 EJ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT566954(NAD 83)
 EJ0571_MARKER: DB = BENCH MARK DISK
 EJ0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0571_STAMPING: CHIV 1935
 EJ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0571+STABILITY: SURFACE MOTION
 EJ0571
 EJ0571  HISTORY     - Date     Condition        Report By
 EJ0571  HISTORY     - 1935     MONUMENTED       CGS
 EJ0571  HISTORY     - 1964     GOOD             USGS
 EJ0571
 EJ0571                          STATION DESCRIPTION
 EJ0571
 EJ0571'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EJ0571'0.8 MI S FROM SHERIDAN.
 EJ0571'0.8 MI SOUTH ALONG MO. PACIFIC RR AND ABANDONED RR R OF WAY FROM THE
 EJ0571'STATION AT SHERIDAN.  ABOUT 450 FT EAST OF THE O.B. BLAKE RESIDENCE.
 EJ0571'50 FT SOUTH OF OLD MO. PAC. RR BED.  16 FT EAST OF 18 IN. OAK TREE. 2
 EJ0571'FT NORTH OF SOUTH R. OF WAY FENCE.  1 FT EAST OF IRON WITNESS POST AND
 EJ0571'PLATE.  A STATE SURVEY STANDARD DISK, STAMPED CHIV 1935 AND SET IN THE
 EJ0571'TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0572 ***********************************************************************
 EJ0572  DESIGNATION -  CHIW
 EJ0572  PID         -  EJ0572
 EJ0572  STATE/COUNTY-  AR/GRANT
 EJ0572  USGS QUAD   -  SHERIDAN (1984)
 EJ0572
 EJ0572                         *CURRENT SURVEY CONTROL
 EJ0572  ___________________________________________________________________
 EJ0572* NAD 83(1986)-  34 18 01.     (N)    092 23 20.     (W)     SCALED    
 EJ0572* NAVD 88     -        71.28   (+/-2cm)     233.9    (feet)  VERTCON   
 EJ0572  ___________________________________________________________________
 EJ0572  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0572
 EJ0572  VERT ORDER  -  ? (See Below)
 EJ0572
 EJ0572.The horizontal coordinates were scaled from a topographic map and have
 EJ0572.an estimated accuracy of +/- 6 seconds.
 EJ0572
 EJ0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0572.The vertical order pertains to the NGVD 29 superseded value.
 EJ0572
 EJ0572.The geoid height was determined by GEOID03.
 EJ0572
 EJ0572;                    North         East    Units  Estimated Accuracy
 EJ0572;SPC AR S     -   581,260.      364,200.      MT  (+/- 180 meters Scaled)
 EJ0572
 EJ0572                          SUPERSEDED SURVEY CONTROL
 EJ0572
 EJ0572  NGVD 29 (??/??/92)   71.330  (m)          234.02   (f) ADJ UNCH    ?  
 EJ0572
 EJ0572.Superseded values are not recommended for survey control.
 EJ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0572.See file dsdata.txt to determine how the superseded data were derived.
 EJ0572
 EJ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT562956(NAD 83)
 EJ0572_MARKER: DB = BENCH MARK DISK
 EJ0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0572_STAMPING: CHIW 1935
 EJ0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0572+STABILITY: SURFACE MOTION
 EJ0572
 EJ0572  HISTORY     - Date     Condition        Report By
 EJ0572  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0572  HISTORY     - 1937     GOOD             ARGS
 EJ0572
 EJ0572                          STATION DESCRIPTION
 EJ0572
 EJ0572'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0572'0.5 MI S FROM SHERIDAN.
 EJ0572'0.5 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION.
 EJ0572'81 FEET SOUTHWEST OF POLE 390+23, 45 FEET WEST OF THE WEST RAIL, 1.5
 EJ0572'FEET SOUTHEAST OF RAILROAD RIGHT-OF-WAY FENCE, 85 FEET NORTH OF A
 EJ0572'20-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0487 ***********************************************************************
 EJ0487  DESIGNATION -  CHOP
 EJ0487  PID         -  EJ0487
 EJ0487  STATE/COUNTY-  AR/JEFFERSON
 EJ0487  USGS QUAD   -  WHITE HALL (1984)
 EJ0487
 EJ0487                         *CURRENT SURVEY CONTROL
 EJ0487  ___________________________________________________________________
 EJ0487* NAD 83(1986)-  34 15 46.     (N)    092 03 33.     (W)     SCALED    
 EJ0487* NAVD 88     -        69.522  (meters)     228.09   (feet)  ADJUSTED  
 EJ0487  ___________________________________________________________________
 EJ0487  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ0487  DYNAMIC HT  -          69.454 (meters)     227.87  (feet)  COMP
 EJ0487  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 EJ0487
 EJ0487  VERT ORDER  -  FIRST     CLASS II
 EJ0487
 EJ0487.The horizontal coordinates were scaled from a topographic map and have
 EJ0487.an estimated accuracy of +/- 6 seconds.
 EJ0487
 EJ0487.The orthometric height was determined by differential leveling
 EJ0487.and adjusted by the National Geodetic Survey in June 1991..
 EJ0487
 EJ0487.The geoid height was determined by GEOID03.
 EJ0487
 EJ0487.The dynamic height is computed by dividing the NAVD 88
 EJ0487.geopotential number by the normal gravity value computed on the
 EJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0487.degrees latitude (g = 980.6199 gals.).
 EJ0487
 EJ0487.The modeled gravity was interpolated from observed gravity values.
 EJ0487
 EJ0487;                    North         East    Units  Estimated Accuracy
 EJ0487;SPC AR S     -   577,030.      394,550.      MT  (+/- 180 meters Scaled)
 EJ0487
 EJ0487                          SUPERSEDED SURVEY CONTROL
 EJ0487
 EJ0487  NGVD 29 (??/??/92)   69.620  (m)          228.41   (f) ADJ UNCH    1 2
 EJ0487
 EJ0487.Superseded values are not recommended for survey control.
 EJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0487.See file dsdata.txt to determine how the superseded data were derived.
 EJ0487
 EJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT866916(NAD 83)
 EJ0487_MARKER: DD = SURVEY DISK
 EJ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0487_STAMPING: CHOP 1934
 EJ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0487+STABILITY: SURFACE MOTION
 EJ0487
 EJ0487  HISTORY     - Date     Condition        Report By
 EJ0487  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0487  HISTORY     - 1937     GOOD             ARGS
 EJ0487  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0487
 EJ0487                          STATION DESCRIPTION
 EJ0487
 EJ0487'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0487'4.6 MI NW FROM PINE BLUFF.
 EJ0487'4.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 EJ0487'STATION AT PINE BLUFF, JEFFERSON COUNTY, 65.7 FEET SOUTHWEST OF POLE
 EJ0487'383+29, NEAR HAYWOOD COLLEGE, 229 FEET NORTH OF THE NORTH CORNER OF
 EJ0487'THE MAIN BUILDING, 59 FEET NORTHWEST OF THE COLLEGE PARK STATION SIGN,
 EJ0487'AT A DIRT-ROAD CROSSING, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 EJ0487'AND 15.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STATE SURVEY
 EJ0487'STANDARD DISK, STAMPED CHOP 1934 AND SET IN THE TOP OF A CONCRETE
 EJ0487'POST.
 EJ0487
 EJ0487                          STATION RECOVERY (1984)
 EJ0487
 EJ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0487'NOT RECOVERED, ASSUMED DESTROYED BY THE WIDENING OF DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0483 ***********************************************************************
 EJ0483  DESIGNATION -  CHOW
 EJ0483  PID         -  EJ0483
 EJ0483  STATE/COUNTY-  AR/JEFFERSON
 EJ0483  USGS QUAD   -  PINE BLUFF (1984)
 EJ0483
 EJ0483                         *CURRENT SURVEY CONTROL
 EJ0483  ___________________________________________________________________
 EJ0483* NAD 83(1986)-  34 13 33.     (N)    092 01 26.     (W)     SCALED    
 EJ0483* NAVD 88     -        69.171  (meters)     226.94   (feet)  ADJUSTED  
 EJ0483  ___________________________________________________________________
 EJ0483  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ0483  DYNAMIC HT  -          69.104 (meters)     226.72  (feet)  COMP
 EJ0483  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EJ0483
 EJ0483  VERT ORDER  -  FIRST     CLASS II
 EJ0483
 EJ0483.The horizontal coordinates were scaled from a topographic map and have
 EJ0483.an estimated accuracy of +/- 6 seconds.
 EJ0483
 EJ0483.The orthometric height was determined by differential leveling
 EJ0483.and adjusted by the National Geodetic Survey in June 1991..
 EJ0483
 EJ0483.The geoid height was determined by GEOID03.
 EJ0483
 EJ0483.The dynamic height is computed by dividing the NAVD 88
 EJ0483.geopotential number by the normal gravity value computed on the
 EJ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0483.degrees latitude (g = 980.6199 gals.).
 EJ0483
 EJ0483.The modeled gravity was interpolated from observed gravity values.
 EJ0483
 EJ0483;                    North         East    Units  Estimated Accuracy
 EJ0483;SPC AR S     -   572,930.      397,800.      MT  (+/- 180 meters Scaled)
 EJ0483
 EJ0483                          SUPERSEDED SURVEY CONTROL
 EJ0483
 EJ0483  NGVD 29 (??/??/92)   69.258  (m)          227.22   (f) ADJ UNCH    1 2
 EJ0483
 EJ0483.Superseded values are not recommended for survey control.
 EJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0483.See file dsdata.txt to determine how the superseded data were derived.
 EJ0483
 EJ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT899876(NAD 83)
 EJ0483_MARKER: DD = SURVEY DISK
 EJ0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0483_STAMPING: CHOW 1934
 EJ0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0483+STABILITY: SURFACE MOTION
 EJ0483
 EJ0483  HISTORY     - Date     Condition        Report By
 EJ0483  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0483  HISTORY     - 1938     GOOD             NGS
 EJ0483  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0483  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0483
 EJ0483                          STATION DESCRIPTION
 EJ0483
 EJ0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 EJ0483'IN PINE BLUFF.
 EJ0483'AT PINE BLUFF, JEFFERSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 1.2
 EJ0483'MILES WEST OF THE UNION STATION, 390 FEET EAST OF MILEPOST 387, 68
 EJ0483'FEET SOUTHWEST OF POLE 387+03, 39 FEET SOUTH OF THE CENTERLINE OF THE
 EJ0483'MAIN TRACK, 33 FEET SOUTH OF THE SWITCH TO A SPUR TRACK, AND 21 FEET
 EJ0483'NORTH OF THE WIRE FENCE AROUND A LUMBER YARD.  A STATE SURVEY STANDARD
 EJ0483'DISK, STAMPED CHOW 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0483
 EJ0483                          STATION RECOVERY (1962)
 EJ0483
 EJ0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0483'MARK NOT FOUND.
 EJ0483
 EJ0483                          STATION RECOVERY (1984)
 EJ0483
 EJ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0483'NOT RECOVERED THIS DATE.  ALL MEASUREMENTS PINPOINTED LOCATION OF
 EJ0483'MONUMENT TO BE IN THE CENTER OF A DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0969 ***********************************************************************
 FH0969  DESIGNATION -  CHRISTMAS
 FH0969  PID         -  FH0969
 FH0969  STATE/COUNTY-  AR/SEBASTIAN
 FH0969  USGS QUAD   -  LAVACA (1997)
 FH0969
 FH0969                         *CURRENT SURVEY CONTROL
 FH0969  ___________________________________________________________________
 FH0969* NAD 83(1997)-  35 17 32.01253(N)    094 09 36.09104(W)     ADJUSTED  
 FH0969* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 FH0969  ___________________________________________________________________
 FH0969  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 FH0969  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FH0969
 FH0969  HORZ ORDER  -  FIRST
 FH0969
 FH0969.The horizontal coordinates were established by classical geodetic methods
 FH0969.and adjusted by the National Geodetic Survey in September 1999..
 FH0969
 FH0969.The orthometric height was scaled from a topographic map.
 FH0969
 FH0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0969
 FH0969.The geoid height was determined by GEOID03.
 FH0969
 FH0969;                    North         East     Units Scale Factor Converg.
 FH0969;SPC AR N     -   108,535.714   203,544.650   MT  0.99994885   -1 15 24.9
 FH0969;SPC AR N     -   356,087.59    667,796.07   sFT  0.99994885   -1 15 24.9
 FH0969;UTM  15      - 3,906,067.521   394,521.067   MT  0.99973711   -0 40 12.9
 FH0969
 FH0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0969!SPC AR N     -   0.99997174  x   0.99994885  =   0.99992060
 FH0969!UTM  15      -   0.99997174  x   0.99973711  =   0.99970886
 FH0969
 FH0969:                Primary Azimuth Mark                     Grid Az
 FH0969:SPC AR N     -  CHRISTMAS AZ MK                          028 16 25.4
 FH0969:UTM  15      -  CHRISTMAS AZ MK                          027 41 13.4
 FH0969
 FH0969|---------------------------------------------------------------------|
 FH0969| PID    Reference Object                     Distance      Geod. Az  |
 FH0969|                                                           dddmmss.s |
 FH0969| CI1448 CHRISTMAS AZ MK                                    0270100.5 |
 FH0969| CI1449 CHRISTMAS RM 1                       16.185 METERS 23542     |
 FH0969| CI1450 CHRISTMAS RM 2                       19.498 METERS 31244     |
 FH0969|---------------------------------------------------------------------|
 FH0969
 FH0969                          SUPERSEDED SURVEY CONTROL
 FH0969
 FH0969  NAD 83(1997)-  35 17 32.01958(N)    094 09 36.08662(W) AD(       ) 1
 FH0969  NAD 83(1986)-  35 17 32.01952(N)    094 09 36.08134(W) AD(       ) 1
 FH0969  NAD 27      -  35 17 31.69200(N)    094 09 35.33400(W) AD(       ) 1
 FH0969
 FH0969.Superseded values are not recommended for survey control.
 FH0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0969.See file dsdata.txt to determine how the superseded data were derived.
 FH0969
 FH0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9452106068(NAD 83)
 FH0969_MARKER: DD = SURVEY DISK
 FH0969_SETTING: 80 = SET IN A BOULDER
 FH0969_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FH0969
 FH0969  HISTORY     - Date     Condition        Report By
 FH0969  HISTORY     - 1940     MONUMENTED       CGS
 FH0969  HISTORY     - 1959     GOOD             CGS
 FH0969  HISTORY     - 1963     SEE DESCRIPTION  USE
 FH0969  HISTORY     - 19760220 POOR             USGS
 FH0969  HISTORY     - 198504   MARK NOT FOUND   USPSQD
 FH0969
 FH0969                          STATION DESCRIPTION
 FH0969
 FH0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0969'STATION IS LOCATED ABOUT 16 MILES ESE OF FORT SMITH AND ABOUT 7
 FH0969'MILES W OF CHARLESTON, ON A FLAT-TOPPED HILL THAT IS LOCALLY
 FH0969'KNOWN AS CHRISTMAS KNOB.  THE SUMMIT IS COVERED WITH WHITE
 FH0969'OAK TREES, THE HILL DROPS OFF ABRUPTLY ON ALL SIDES.  THE
 FH0969'STATION IS ON THE HIGHEST PART OF THE HILL, 5 FEET S OF A DEAD
 FH0969'WHITE OAK TREE WITH A TRIANGLE BLAZE ON THE S SIDE, AND 40
 FH0969'FEET E OF WHERE THE HILL SLOPES SHARPLY TO THE W.  MARK
 FH0969'IS A STANDARD DISK IN A DRILL HOLE IN A BOULDER ABOUT 1
 FH0969'FOOT SQUARE, THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 FH0969'IT IS STAMPED CHRISTMAS 1940.
 FH0969'
 FH0969'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A BOULDER ABOUT
 FH0969'2 BY 3 FEET IN SIZE, THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 FH0969'IT IS STAMPED CHRISTMAS 1940, AND IS ABOUT 1 FOOT LOWER THAN
 FH0969'THE STATION, 10 FEET N OF WHERE THE HILL BREAKS SHARPLY
 FH0969'TO THE S.
 FH0969'
 FH0969'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A BOULDER
 FH0969'ABOUT 1-1/2 BY 2 FEET IN SIZE, THE TOP OF WHICH IS FLUSH
 FH0969'WITH THE GROUND.  IT IS STAMPED CHRISTMAS NO.2, 1940, AND
 FH0969'IS ABOUT 1 METER LOWER THAN THE STATION, 15 FEET E OF WHERE
 FH0969'THE HILL BREAKS SHARPLY TO THE W.
 FH0969'
 FH0969'THE AZIMUTH MARK IS A STANDARD DISK SET AT THE CENTER OF
 FH0969'THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.  IT PROJECTS
 FH0969'6 INCHES AND IS STAMPED, CHRISTMAS 1940.  IT IS 0.5 MILE
 FH0969'NNW OF THE STATION, 40 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 FH0969'22, 4 FEET N OF FENCE LINE AND ABOUT 100 YARDS NE OF A WHITE
 FH0969'HOUSE.  THERE IS AN INSCRIPTION, JOB 428, 24 A.B.C. 7/16/29,
 FH0969'STA. 239 PLUS 55, 36 FEET SW OF THE MARK, IN THE CONCRETE
 FH0969'HIGHWAY, AND A WHITE REFERENCE POST 5 FEET W OF THE MARK.
 FH0969'
 FH0969'TO REACH THE STATION FROM FORT SMITH GO E ON STATE HIGHWAY
 FH0969'22 FOR 15 MILES TO ITS JUNCTION WITH STATE HIGHWAY 96.  CONTINUE
 FH0969'E ON STATE HIGHWAY 22 FOR 2.5 MILES TO THE TOP OF A HILL
 FH0969'AND A DIRT ROAD LEADING RIGHT, (S).  THE AZIMUTH MARK IS 0.2
 FH0969'MILE E OF HERE ON THE N SIDE OF STATE HIGHWAY 22.  TURN S
 FH0969'AND GO 0.5 MILE TO A FARMHOUSE ON THE W SIDE OF THE ROAD
 FH0969'AND END OF TRUCK TRAVEL.  PACK SE ABOUT 0.1 MILE, UP STEEP
 FH0969'SLOPE, TO TOP OF HILL AND STATION.
 FH0969
 FH0969                          STATION RECOVERY (1959)
 FH0969
 FH0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0969'THE STATION AND R.M. NO. 2 WERE RECOVERED AND FOUND IN GOOD
 FH0969'CONDITION.  R.M. NO. 1 IS PROBABLY STILL IN PLACE BUT AN
 FH0969'INSTRUMENT NOR TAPE WERE AVAILABLE WHEN THE STATION WAS
 FH0969'RECOVERED TO CHECK DISTANCE OR DIRECTION.
 FH0969'
 FH0969'THE AZIMUTH MARK WAS NOT RECOVERED AND WAS EVIDENTLY DESTROYED
 FH0969'WHEN STATE HIGHWAY 22 WAS WIDENED.
 FH0969'
 FH0969'THE ROAD LEADING TO CHRISTMAS KNOB FROM THE NORTH HAS BEEN
 FH0969'ABANDONED AND FOLLOWING IS A NEW DESCRIPTION TO REACH THE
 FH0969'STATION.
 FH0969'
 FH0969'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 96,
 FH0969'ABOUT 15 MILES EAST OF FORT SMITH, GO SOUTH ON STATE HIGHWAY
 FH0969'96 FOR 1.15 MILES TO CROSSROADS, TURN LEFT AND GO EAST ON
 FH0969'MILITARY ROAD FOR 2.3 MILES TO CROSSROADS AND SIGN CHRISTMAS
 FH0969'KNOB, TURN LEFT AND GO NORTH FOR 0.45 MILE TO THE WEST BASE
 FH0969'OF THE KNOB AND END OF TRUCK TRAVEL.  PACK EAST TO THE WEST
 FH0969'SUMMIT OF KNOB AND STATION.
 FH0969
 FH0969                          STATION RECOVERY (1963)
 FH0969
 FH0969'RECOVERY NOTE BY US ENGINEERS 1963
 FH0969'RECOVERED BY 3RD TAB, 25TH ARTY
 FH0969'
 FH0969'STATION SEARCHED FOR BUT NOT RECOVERED.  BELIEVED TO BE
 FH0969'DESTROYED BECAUSE OF EXCAVATION OF DIRT ON TOP OF HILL.  NO
 FH0969'REFERENCE MARKS WERE LOCATED ON TOP OF HILL WHERE STATION WAS
 FH0969'SEARCHED FOR.
 FH0969
 FH0969                          STATION RECOVERY (1976)
 FH0969
 FH0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JPM)
 FH0969'MARK RECOVERED IN POOR CONDITION.
 FH0969
 FH0969                          STATION RECOVERY (1985)
 FH0969
 FH0969'RECOVERY NOTE BY US POWER SQUADRON 1985 (WEK)
 FH0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2734 ***********************************************************************
 FE2734  DESIGNATION -  CHURCH
 FE2734  PID         -  FE2734
 FE2734  STATE/COUNTY-  AR/MISSISSIPPI
 FE2734  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2734
 FE2734                         *CURRENT SURVEY CONTROL
 FE2734  ___________________________________________________________________
 FE2734* NAD 83(1997)-  35 57 33.67680(N)    089 57 25.22574(W)     ADJUSTED  
 FE2734* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 FE2734  ___________________________________________________________________
 FE2734  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE2734  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE2734
 FE2734  HORZ ORDER  -  THIRD
 FE2734
 FE2734.This mark is at Arkansas Int Airport (BYH)
 FE2734
 FE2734.The horizontal coordinates were established by classical geodetic methods
 FE2734.and adjusted by the National Geodetic Survey in September 1999..
 FE2734
 FE2734.The orthometric height was scaled from a topographic map.
 FE2734
 FE2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2734
 FE2734.The geoid height was determined by GEOID03.
 FE2734
 FE2734;                    North         East     Units Scale Factor Converg.
 FE2734;SPC AR N     -   182,307.645   584,277.154   MT  0.99995731   +1 11 19.7
 FE2734;SPC AR N     -   598,121.00  1,916,915.96   sFT  0.99995731   +1 11 19.7
 FE2734;SPC MO E     -    14,118.317   298,980.312   MT  0.99996288   +0 19 07.9
 FE2734;UTM  16      - 3,983,483.385   233,318.236   MT  1.00047642   -1 44 14.7
 FE2734;UTM  15      - 3,983,722.104   774,438.751   MT  1.00052816   +1 47 16.8
 FE2734
 FE2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2734!SPC AR N     -   0.99999232  x   0.99995731  =   0.99994963
 FE2734!SPC MO E     -   0.99999232  x   0.99996288  =   0.99995520
 FE2734!UTM  16      -   0.99999232  x   1.00047642  =   1.00046874
 FE2734!UTM  15      -   0.99999232  x   1.00052816  =   1.00052048
 FE2734
 FE2734|---------------------------------------------------------------------|
 FE2734| PID    Reference Object                     Distance      Geod. Az  |
 FE2734|                                                           dddmmss.s |
 FE2734| FE1847 CHURCH AZ MK                        350.596 METERS 00105     |
 FE2734| FE1846 CHURCH RM 1                           9.608 METERS 02527     |
 FE2734| FE2729 BLYTHEVILLE FED COMP WHSE W TK      APPROX. 5.0 KM 1390633.9 |
 FE2734| FE2732 BLYTHEVILLE WATER CO W TANK         APPROX. 4.9 KM 1394027.6 |
 FE2734| FE2718 AIRPORT BCN BLYTHEVILLE APT         APPROX. 0.7 KM 2652052.4 |
 FE2734| CG3785 CHURCH RM 2                           9.506 METERS 26659     |
 FE2734| FE1844 G 2                                 117.336 METERS 27630     |
 FE2734|---------------------------------------------------------------------|
 FE2734
 FE2734                          SUPERSEDED SURVEY CONTROL
 FE2734
 FE2734  NAD 83(1997)-  35 57 33.67935(N)    089 57 25.22798(W) AD(       ) 3
 FE2734  NAD 83(1986)-  35 57 33.68963(N)    089 57 25.22605(W) AD(       ) 3
 FE2734  NAD 27      -  35 57 33.43040(N)    089 57 24.90690(W) AD(       ) 3
 FE2734
 FE2734.Superseded values are not recommended for survey control.
 FE2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2734.See file dsdata.txt to determine how the superseded data were derived.
 FE2734
 FE2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3331883483(NAD 83)
 FE2734_MARKER: DS = TRIANGULATION STATION DISK
 FE2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2734_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2734
 FE2734  HISTORY     - Date     Condition        Report By
 FE2734  HISTORY     - 1955     MONUMENTED       CGS
 FE2734  HISTORY     - 1988     MARK NOT FOUND   LOCSUR
 FE2734
 FE2734                          STATION DESCRIPTION
 FE2734
 FE2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE2734'THE STATION IS LOCATED ON THE BLYTHEVILLE AIRPORT (NOW BEING TAKEN
 FE2734'OVER BY THE U.S. AIR FORCE) ABOUT 3 MILES NORTHWEST OF BLYTHEVILLE.
 FE2734'IT IS 135 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A CHURCH, 99
 FE2734'FEET WEST OF THE SOUTHWEST CORNER OF A CHURCH, 63 FEET NORTHWEST OF
 FE2734'THE INTERSECTION OF A NORTH-SOUTH, EAST-WEST ROAD AND 6 FEET WEST OF
 FE2734'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FE2734'CHURCH 1955.
 FE2734'
 FE2734'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FE2734'HIGHWAY 18 IN BLYTHEVILLE, GO NORTH ON U.S. 61 FOR 0.15 MILE TO THE
 FE2734'JUNCTION WITH STATE HIGHWAY 151 TURN LEFT ON HIGHWAY 151 AND GO WEST
 FE2734'AND NORTHWEST FOR 3.5 MILE TO THE SOUTH ENTRANCE TO AIRPORT, TURN
 FE2734'RIGHT AND GO NORTH FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 FE2734'0.3 MILE TO A CROSS STREET, TURN LEFT AND GO 0.3 MILE TO A CROSS
 FE2734'STREET AND STATION IN THE NORTHWEST ANGLE.
 FE2734'
 FE2734'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON PAVED STREET
 FE2734'TO ANOTHER CROSS STREET AND MARK ON LEFT.
 FE2734'
 FE2734'REFERENCE MARK 1 IS 85 FEET WEST OF THE WEST WALL OF A CHURCH AND 41
 FE2734'FEET WEST OF THE CENTER OF A N-S ROAD.  THE MARK IS FLUSH AND THE
 FE2734'DISK IS STAMPED CHURCH NO 1 1955.
 FE2734'
 FE2734'REFERENCE MARK 2 IS 32 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD
 FE2734'AND 38 FEET WEST OF A WITNESS POST.  THE MARK IS FLUSH AND THE
 FE2734'DISK IS STAMPED CHURCH NO 2 1955.
 FE2734'
 FE2734'G-2 (USE) IS 77 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 33
 FE2734'FEET NORTHEAST OF A SPLIT TRUNK COTTON WOOD TREE, 28 FEET SOUTHEAST
 FE2734'OF A 3 FOOT COTTON WOOD TREE AND IS NEAR THE CENTER OF A GROUP OF 6
 FE2734'TREES.  THE MARK IS A PRE-CAST CONCRETE MARK WITH THE DISK
 FE2734'STAMPED G-2 1942.
 FE2734'
 FE2734'AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF A STREET, 31 FEET WEST
 FE2734'OF THE CENTER OF A STREET, 3 FEET EAST OF A POWER LINE POLE, 2 FEET
 FE2734'EAST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 FE2734'DISK IS STAMPED CHURCH 1955.
 FE2734'
 FE2734'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2734
 FE2734                          STATION RECOVERY (1988)
 FE2734
 FE2734'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (WJ)
 FE2734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1847 ***********************************************************************
 FE1847  DESIGNATION -  CHURCH AZ MK
 FE1847  PID         -  FE1847
 FE1847  STATE/COUNTY-  AR/MISSISSIPPI
 FE1847  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1847
 FE1847                         *CURRENT SURVEY CONTROL
 FE1847  ___________________________________________________________________
 FE1847* NAD 83(1997)-  35 57 45.04976(N)    089 57 24.96308(W)     ADJUSTED  
 FE1847* NAVD 88     -        76.121  (meters)     249.74   (feet)  ADJUSTED  
 FE1847  ___________________________________________________________________
 FE1847  X           -       3,884.838 (meters)                     COMP
 FE1847  Y           -  -5,168,479.879 (meters)                     COMP
 FE1847  Z           -   3,724,854.003 (meters)                     COMP
 FE1847  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE1847  ELLIP HEIGHT-          47.96  (meters)          (05/31/05) GPS OBS
 FE1847  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE1847  DYNAMIC HT  -          76.057 (meters)     249.53  (feet)  COMP
 FE1847  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 FE1847
 FE1847  HORZ ORDER  -  FIRST
 FE1847  VERT ORDER  -  FIRST     CLASS II
 FE1847  ELLP ORDER  -  FOURTH    CLASS I
 FE1847
 FE1847.This mark is at Arkansas Int Airport (BYH)
 FE1847
 FE1847.The horizontal coordinates were established by GPS observations
 FE1847.and adjusted by the National Geodetic Survey in May 2005..
 FE1847
 FE1847.The orthometric height was determined by differential leveling
 FE1847.and adjusted by the National Geodetic Survey in June 1991..
 FE1847
 FE1847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1847
 FE1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1847
 FE1847.The ellipsoidal height was determined by GPS observations
 FE1847.and is referenced to NAD 83.
 FE1847
 FE1847.The geoid height was determined by GEOID03.
 FE1847
 FE1847.The dynamic height is computed by dividing the NAVD 88
 FE1847.geopotential number by the normal gravity value computed on the
 FE1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1847.degrees latitude (g = 980.6199 gals.).
 FE1847
 FE1847.The modeled gravity was interpolated from observed gravity values.
 FE1847
 FE1847;                    North         East     Units Scale Factor Converg.
 FE1847;SPC AR N     -   182,658.225   584,276.462   MT  0.99995767   +1 11 19.9
 FE1847;SPC AR N     -   599,271.19  1,916,913.69   sFT  0.99995767   +1 11 19.9
 FE1847;UTM  16      - 3,983,833.726   233,335.451   MT  1.00047631   -1 44 15.0
 FE1847;UTM  15      - 3,984,072.858   774,434.390   MT  1.00052813   +1 47 17.4
 FE1847
 FE1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1847!SPC AR N     -   0.99999247  x   0.99995767  =   0.99995014
 FE1847!UTM  16      -   0.99999247  x   1.00047631  =   1.00046878
 FE1847!UTM  15      -   0.99999247  x   1.00052813  =   1.00052060
 FE1847
 FE1847                          SUPERSEDED SURVEY CONTROL
 FE1847
 FE1847  NAD 83(1997)-  35 57 45.04855(N)    089 57 24.96505(W) AD(       ) B
 FE1847  ELLIP H (04/05/04)   47.94   (m)                       GP(       ) 4 2
 FE1847  NAVD 88 (03/22/05)   76.12   (m)          249.7    (f) LEVELING    3  
 FE1847  NGVD 29 (??/??/??)   76.073  (m)          249.58   (f) ADJUSTED    1 2
 FE1847
 FE1847.Superseded values are not recommended for survey control.
 FE1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1847.See file dsdata.txt to determine how the superseded data were derived.
 FE1847
 FE1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3333583834(NAD 83)
 FE1847_MARKER: DZ = AZIMUTH MARK DISK
 FE1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1847_STAMPING: CHURCH 1955
 FE1847_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1847+STABILITY: SURFACE MOTION
 FE1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1847+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 FE1847
 FE1847  HISTORY     - Date     Condition        Report By
 FE1847  HISTORY     - 1955     MONUMENTED       CGS
 FE1847  HISTORY     - 1956     GOOD             CGS
 FE1847  HISTORY     - 1988     GOOD             LOCSUR
 FE1847  HISTORY     - 20020320 GOOD             USACE
 FE1847  HISTORY     - 20030716 GOOD             EMCINC
 FE1847
 FE1847                          STATION DESCRIPTION
 FE1847
 FE1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1847'4.4 MI NW FROM BLYTHEVILLE.
 FE1847'3.75 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 151 FROM THE
 FE1847'JUNCTION OF U.S. HIGHWAY 61 AT BLYTHEVILLE, THENCE ABOUT 0.5 MILE
 FE1847'EAST ALONG 4-LANE DIVIDED ENTRANCE ROAD TO BLYTHEVILLE AIR FORCE
 FE1847'BASE, THENCE ABOUT 0.2 MILE NORTH ALONG A STREET, 0.2 MILE NORTH
 FE1847'OF A CHURCH BUILDING WITH ASBESTOS SIDING, 33 FEET WEST OF CENTER
 FE1847'LINE OF NORTH-SOUTH STREET, 35 FEET SOUTH OF CENTER LINE OF
 FE1847'EAST-WEST STREET, 4 FEET EAST OF A POWER LINE AND STREET LIGHT
 FE1847'POLE, 18 FEET SOUTH-SOUTHEAST OF SOUTH END OF A 15-INCH PIPE
 FE1847'CULVERT UNDER EAST-WEST STREET, 2 FEET EAST OF A WHITE WOODEN
 FE1847'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE1847'INCHES.
 FE1847
 FE1847                          STATION RECOVERY (1988)
 FE1847
 FE1847'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (WJ)
 FE1847'RECOVERED IN GOOD CONDITION.
 FE1847
 FE1847                          STATION RECOVERY (2002)
 FE1847
 FE1847'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1847'RECOVERED IN GOOD CONDITION.
 FE1847
 FE1847                          STATION RECOVERY (2003)
 FE1847
 FE1847'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1847'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1846 ***********************************************************************
 FE1846  DESIGNATION -  CHURCH RM 1
 FE1846  PID         -  FE1846
 FE1846  STATE/COUNTY-  AR/MISSISSIPPI
 FE1846  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1846
 FE1846                         *CURRENT SURVEY CONTROL
 FE1846  ___________________________________________________________________
 FE1846* NAD 83(1986)-  35 57 34.     (N)    089 57 25.     (W)     SCALED    
 FE1846* NAVD 88     -        76.134  (meters)     249.78   (feet)  ADJUSTED  
 FE1846  ___________________________________________________________________
 FE1846  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE1846  DYNAMIC HT  -          76.070 (meters)     249.57  (feet)  COMP
 FE1846  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 FE1846
 FE1846  VERT ORDER  -  FIRST     CLASS II
 FE1846
 FE1846.This mark is at Arkansas Int Airport (BYH)
 FE1846
 FE1846.The horizontal coordinates were scaled from a topographic map and have
 FE1846.an estimated accuracy of +/- 6 seconds.
 FE1846
 FE1846.The orthometric height was determined by differential leveling
 FE1846.and adjusted by the National Geodetic Survey in June 1991..
 FE1846
 FE1846.The geoid height was determined by GEOID03.
 FE1846
 FE1846.The dynamic height is computed by dividing the NAVD 88
 FE1846.geopotential number by the normal gravity value computed on the
 FE1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1846.degrees latitude (g = 980.6199 gals.).
 FE1846
 FE1846.The modeled gravity was interpolated from observed gravity values.
 FE1846
 FE1846;                    North         East    Units  Estimated Accuracy
 FE1846;SPC AR N     -   182,320.      584,280.      MT  (+/- 180 meters Scaled)
 FE1846
 FE1846                          SUPERSEDED SURVEY CONTROL
 FE1846
 FE1846  NGVD 29 (??/??/??)   76.085  (m)          249.62   (f) ADJUSTED    1 2
 FE1846
 FE1846.Superseded values are not recommended for survey control.
 FE1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1846.See file dsdata.txt to determine how the superseded data were derived.
 FE1846
 FE1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE333834(NAD 83)
 FE1846_MARKER: DR = REFERENCE MARK DISK
 FE1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1846_STAMPING: CHURCH NO 1 1955
 FE1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1846+STABILITY: SURFACE MOTION
 FE1846
 FE1846  HISTORY     - Date     Condition        Report By
 FE1846  HISTORY     - 1955     MONUMENTED       CGS
 FE1846  HISTORY     - 1956     GOOD             CGS
 FE1846  HISTORY     - 1988     MARK NOT FOUND   LOCSUR
 FE1846
 FE1846                          STATION DESCRIPTION
 FE1846
 FE1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1846'4.2 MI NW FROM BLYTHEVILLE.
 FE1846'3.75 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 151 FROM THE
 FE1846'JUNCTION OF U.S. HIGHWAY 61 AT BLYTHEVILLE, THENCE ABOUT 0.5 MILE
 FE1846'EAST ALONG 4-LANE DIVIDED ENTRANCE ROAD TO BLYTHEVILLE AIR FORCE
 FE1846'BASE, AT THE INTERSECTION OF A NORTH-SOUTH STREET, 49 1/2 FEET
 FE1846'NORTH OF NORTH CURB LINE OF 4-LANE ENTRANCE ROAD, 22 1/2 FEET
 FE1846'WEST OF WEST CURB LINE OF NORTH-SOUTH STREET, 86 1/2 FEET
 FE1846'WEST-NORTHWEST AND ACROSS STREET FROM THE SOUTHWEST CORNER OF
 FE1846'A CHURCH WITH ASBESTOS SIDING, AND SET IN THE TOP OF A CONCRETE
 FE1846'POST ABOUT 3 INCHES BELOW SURFACE OF GROUND.
 FE1846
 FE1846                          STATION RECOVERY (1988)
 FE1846
 FE1846'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (WJ)
 FE1846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1688 ***********************************************************************
 FF1688  DESIGNATION -  CICALLA
 FF1688  PID         -  FF1688
 FF1688  STATE/COUNTY-  AR/ST FRANCIS
 FF1688  USGS QUAD   -  ROUND POND (1992)
 FF1688
 FF1688                         *CURRENT SURVEY CONTROL
 FF1688  ___________________________________________________________________
 FF1688* NAD 83(1997)-  35 04 27.03580(N)    090 31 49.94847(W)     ADJUSTED  
 FF1688* NAVD 88     -        61.616  (meters)     202.15   (feet)  POSTED    
 FF1688  ___________________________________________________________________
 FF1688  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FF1688  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FF1688  DYNAMIC HT  -          61.560 (meters)     201.97  (feet)  COMP
 FF1688  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF1688
 FF1688  HORZ ORDER  -  FIRST
 FF1688  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF1688
 FF1688.The horizontal coordinates were established by classical geodetic methods
 FF1688.and adjusted by the National Geodetic Survey in September 1999..
 FF1688
 FF1688.The orthometric height was determined by differential leveling
 FF1688.and adjusted by the National Geodetic Survey in 1992..
 FF1688.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF1688.rate of 1.1 thru 2.0 mm/km.
 FF1688
 FF1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1688
 FF1688.The geoid height was determined by GEOID03.
 FF1688
 FF1688.The dynamic height is computed by dividing the NAVD 88
 FF1688.geopotential number by the normal gravity value computed on the
 FF1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1688.degrees latitude (g = 980.6199 gals.).
 FF1688
 FF1688.The modeled gravity was interpolated from observed gravity values.
 FF1688
 FF1688;                    North         East     Units Scale Factor Converg.
 FF1688;SPC AR N     -    83,190.526   534,014.747   MT  0.99997530   +0 51 18.3
 FF1688;SPC AR N     -   272,934.25  1,752,013.38   sFT  0.99997530   +0 51 18.3
 FF1688;UTM  15      - 3,884,058.332   725,162.524   MT  1.00022487   +1 25 10.7
 FF1688
 FF1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1688!SPC AR N     -   0.99999458  x   0.99997530  =   0.99996988
 FF1688!UTM  15      -   0.99999458  x   1.00022487  =   1.00021945
 FF1688
 FF1688|---------------------------------------------------------------------|
 FF1688| PID    Reference Object                     Distance      Geod. Az  |
 FF1688|                                                           dddmmss.s |
 FF1688| FF1762 CICALLA RM                           35.368 METERS 23132     |
 FF1688|---------------------------------------------------------------------|
 FF1688
 FF1688                          SUPERSEDED SURVEY CONTROL
 FF1688
 FF1688  NAD 83(1997)-  35 04 27.03849(N)    090 31 49.94685(W) AD(       ) 1
 FF1688  NAD 83(1997)-  35 04 27.04267(N)    090 31 49.94712(W) AD(       ) 1
 FF1688  NAD 83(1986)-  35 04 27.04596(N)    090 31 49.94779(W) AD(       ) 1
 FF1688  NAD 27      -  35 04 26.71600(N)    090 31 49.57240(W) AD(       ) 1
 FF1688  NGVD 29 (??/??/??)   61.583  (m)          202.04   (f) ADJUSTED    1 2
 FF1688
 FF1688.Superseded values are not recommended for survey control.
 FF1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1688.See file dsdata.txt to determine how the superseded data were derived.
 FF1688
 FF1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2516384058(NAD 83)
 FF1688_MARKER: DS = TRIANGULATION STATION DISK
 FF1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1688
 FF1688  HISTORY     - Date     Condition        Report By
 FF1688  HISTORY     - 1916     MONUMENTED       CGS
 FF1688  HISTORY     - 1920     GOOD             CGS
 FF1688  HISTORY     - 1930     MARK NOT FOUND   CGS
 FF1688  HISTORY     - 1935     MARK NOT FOUND   CGS
 FF1688  HISTORY     - 1952     SEE DESCRIPTION  CGS
 FF1688
 FF1688                          STATION DESCRIPTION
 FF1688
 FF1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF1688'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF1688'RAILWAY, AT CICALLA RAILWAY STATION, 18.71 METERS (61.4 FEET)
 FF1688'N OF THIRTY-FOURTH TELEGRAPH POLE W OF MILEPOST 28, 6.15 METERS
 FF1688'(20.2 FEET) N OF N RAIL OF MAIN TRACK, ABOUT 1.5 METERS
 FF1688'(5 FEET) BELOW RAIL, AND ORIGINALLY 10.41 METERS (34.2 FEET)
 FF1688'W OF SWITCH STAND AT E END OF PASSING TRACK.
 FF1688'
 FF1688'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS IN
 FF1688'CONCRETE.
 FF1688'
 FF1688'A STANDARD REFERENCE DISK IN CONCRETE, IS 4.1 METERS
 FF1688'(13 FEET) E OF THIRTY-FIFTH TELEGRAPH POLE W OF MILEPOST 28,
 FF1688'ABOUT 2 METERS (7 FEET) BELOW TRACK, 10.65 METERS (34.9 FEET)
 FF1688'S OF S RAIL OF MAIN TRACK, AND 35.368 METERS (116.04 FEET)
 FF1688'FROM STATION, S 51 DEG 32 MIN W.
 FF1688
 FF1688                          STATION RECOVERY (1920)
 FF1688
 FF1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FF1688'IN 1920 IT WAS REPORTED THAT SWITCH STAND WAS NO LONGER THERE, PASSING
 FF1688'TRACK HAVING BEEN EXTENDED ABOUT 300 METERS (984 FEET) TO THE E.
 FF1688'
 FF1688'STATION AND REFERENCE MARKS ARE STAMPED WITH NAME AND DATES
 FF1688'1916, 1920.
 FF1688'
 FF1688'ELEVATION OF STATION IS 61.583 METERS (202.044 FEET) OF REFERENCE
 FF1688'MARK, 61.266 METERS (201.004 FEET).
 FF1688
 FF1688                          STATION RECOVERY (1930)
 FF1688
 FF1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 FF1688'IN 1930 ATTEMPT TO RECOVER STATION AND REFERENCE MARK WAS
 FF1688'UNSUCCESSFUL.
 FF1688
 FF1688                          STATION RECOVERY (1935)
 FF1688
 FF1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF1688'SECTION WAS VISITED AND AN EFFORT MADE TO LOCATE STATION SITE.
 FF1688'CONSIDERABLE DIGGING WAS DONE, BUT NO TRACE OF STATION OR
 FF1688'REFERENCE MARK WAS FOUND.
 FF1688'
 FF1688'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 FF1688
 FF1688                          STATION RECOVERY (1952)
 FF1688
 FF1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 FF1688'REPORTED LOST IN 1935, NO ATTEMPT MADE TO RECOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4779 ***********************************************************************
 DG4779  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4779  DESIGNATION -  CJT 3
 DG4779  PID         -  DG4779
 DG4779  STATE/COUNTY-  AR/CHICOT
 DG4779  USGS QUAD   -  ARKANSAS CITY (1972)
 DG4779
 DG4779                         *CURRENT SURVEY CONTROL
 DG4779  ___________________________________________________________________
 DG4779* NAD 83(1997)-  33 34 33.06639(N)    091 14 24.07452(W)     ADJUSTED  
 DG4779* NAVD 88     -        49.92   (meters)     163.8    (feet)  GPS OBS   
 DG4779  ___________________________________________________________________
 DG4779  X           -    -115,116.717 (meters)                     COMP
 DG4779  Y           -  -5,318,195.258 (meters)                     COMP
 DG4779  Z           -   3,507,359.687 (meters)                     COMP
 DG4779  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DG4779  ELLIP HEIGHT-          23.45  (meters)          (03/17/04) GPS OBS
 DG4779  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DG4779
 DG4779  HORZ ORDER  -  FIRST
 DG4779  ELLP ORDER  -  FOURTH    CLASS II
 DG4779
 DG4779.The horizontal coordinates were established by GPS observations
 DG4779.and adjusted by the National Geodetic Survey in March 2004..
 DG4779
 DG4779.The orthometric height was determined by GPS observations and a
 DG4779.high-resolution geoid model using precise GPS observation and
 DG4779.processing techniques.
 DG4779
 DG4779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4779
 DG4779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4779
 DG4779.The ellipsoidal height was determined by GPS observations
 DG4779.and is referenced to NAD 83.
 DG4779
 DG4779.The geoid height was determined by GEOID03.
 DG4779
 DG4779;                    North         East     Units Scale Factor Converg.
 DG4779;SPC AR S     -   501,102.064   470,553.401   MT  0.99995029   +0 25 31.3
 DG4779;SPC AR S     - 1,644,032.35  1,543,807.28   sFT  0.99995029   +0 25 31.3
 DG4779;UTM  15      - 3,716,516.587   663,343.671   MT  0.99992894   +0 58 24.8
 DG4779
 DG4779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4779!SPC AR S     -   0.99999632  x   0.99995029  =   0.99994661
 DG4779!UTM  15      -   0.99999632  x   0.99992894  =   0.99992526
 DG4779
 DG4779                          SUPERSEDED SURVEY CONTROL
 DG4779
 DG4779.No superseded survey control is available for this station.
 DG4779
 DG4779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6334416517(NAD 83)
 DG4779_MARKER: DD = SURVEY DISK
 DG4779_SETTING: 0 = UNSPECIFIED SETTING
 DG4779_STAMPING: CJT 3
 DG4779_MARK LOGO: USACE 
 DG4779_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4779+STABILITY: POSITION/ELEVATION WELL
 DG4779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4779+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 DG4779
 DG4779  HISTORY     - Date     Condition        Report By
 DG4779  HISTORY     - 2002     MONUMENTED       PYBURN
 DG4779  HISTORY     - 20020914 GOOD             PYBURN
 DG4779  HISTORY     - 20030728 GOOD             EMCINC
 DG4779
 DG4779                          STATION DESCRIPTION
 DG4779
 DG4779'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4779'THE STATION IS LOCATED ON THE WEST BANK OF THE MISSISSIPPI RIVER,16
 DG4779'MILES NORTHWEST OF GREENVILLE, MISSISSIPPI,  17 MILES NORTH OF LAKE
 DG4779'VILLAGE, ARKANSAS,10 MILES SOUTHEAST OF MCGEHEE, ARKANSAS, AND 3 MILES
 DG4779'NORTH OF ARKANSASCITY, ARKANSAS.OWNERSHIP IS BY USCETO REACH THE
 DG4779'STATION FROM THE INTERSETION OF U.S. ROUTE 65 ANDAND STATE ROUTE 4 IN
 DG4779'MCGEHEE, ARKANSAS PROCEED 10.4 MILES EAST ON STATE ROUTE 4 TOARKANSAS
 DG4779'CITY, ARKANSAS, TO AN INTERSECTION, TURN RIGHT AND PROCEED 0.35 MILES
 DG4779'EASTON STATE ROUTE 4 (ALSO CALLED SPRAGUE STREET) TO ITS INTERSECTION
 DG4779'WITH DESOTOSTREET AND THE TOE OF THE MISSISSIPPI RIVER LEVEE, GO  0.25
 DG4779'MILES SOUTH ON DESOTOSTREET UP THE RAMP TO THE TOP OFTHE LEVEE.
 DG4779'PROCEED 3.0 MILES SOUTH ALONG THE TOP OF THE LEVEE TO THE STATION
 DG4779'NTHE RIGHT, LOCATED10 FEET EAST OF THE CENTERLINE OF THE MISSISSIPPI
 DG4779'RIVER LEVEE.,THE STATION IS LOCATED 10 FEET EAST OF THECENTERLINE OF
 DG4779'THE MISSISSIPPI RIVER LEVEE AT LEVEE STATION 967+00IT IS 91 FEET NORTH
 DG4779'OF A STEEL CATTLE GAP, IN THE NORTHWEST END OF A CONCRETEHEADWALL FOR
 DG4779'A PIPELINE CROSSING THE LEVEE.  THE STATION IS A 3 1/2 INCHBRASS DISK
 DG4779'SET FLUSH WITH THE TOP OF THE CONCRETE HEADWALL.
 DG4779' 
 DG4779'
 DG4779
 DG4779                          STATION RECOVERY (2003)
 DG4779
 DG4779'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DG4779'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DG4779'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4769 ***********************************************************************
 DG4769  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4769  DESIGNATION -  CJT 4
 DG4769  PID         -  DG4769
 DG4769  STATE/COUNTY-  AR/CHICOT
 DG4769  USGS QUAD   -  LUNA (1970)
 DG4769
 DG4769                         *CURRENT SURVEY CONTROL
 DG4769  ___________________________________________________________________
 DG4769* NAD 83(1997)-  33 22 50.36033(N)    091 12 01.63915(W)     ADJUSTED  
 DG4769* NAVD 88     -        38.73   (meters)     127.1    (feet)  GPS OBS   
 DG4769  ___________________________________________________________________
 DG4769  X           -    -111,694.236 (meters)                     COMP
 DG4769  Y           -  -5,330,204.082 (meters)                     COMP
 DG4769  Z           -   3,489,295.525 (meters)                     COMP
 DG4769  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DG4769  ELLIP HEIGHT-          12.33  (meters)          (03/17/04) GPS OBS
 DG4769  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DG4769
 DG4769  HORZ ORDER  -  FIRST
 DG4769  ELLP ORDER  -  FOURTH    CLASS II
 DG4769
 DG4769.The horizontal coordinates were established by GPS observations
 DG4769.and adjusted by the National Geodetic Survey in March 2004..
 DG4769
 DG4769.The orthometric height was determined by GPS observations and a
 DG4769.high-resolution geoid model using precise GPS observation and
 DG4769.processing techniques.
 DG4769
 DG4769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4769
 DG4769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4769
 DG4769.The ellipsoidal height was determined by GPS observations
 DG4769.and is referenced to NAD 83.
 DG4769
 DG4769.The geoid height was determined by GEOID03.
 DG4769
 DG4769;                    North         East     Units Scale Factor Converg.
 DG4769;SPC AR S     -   479,481.656   474,395.502   MT  0.99998310   +0 26 51.0
 DG4769;SPC AR S     - 1,573,099.40  1,556,412.58   sFT  0.99998310   +0 26 51.0
 DG4769;UTM  15      - 3,694,934.358   667,391.338   MT  0.99994546   +0 59 25.2
 DG4769
 DG4769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4769!SPC AR S     -   0.99999806  x   0.99998310  =   0.99998116
 DG4769!UTM  15      -   0.99999806  x   0.99994546  =   0.99994352
 DG4769
 DG4769                          SUPERSEDED SURVEY CONTROL
 DG4769
 DG4769.No superseded survey control is available for this station.
 DG4769
 DG4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6739194934(NAD 83)
 DG4769_MARKER: DD = SURVEY DISK
 DG4769_SETTING: 0 = UNSPECIFIED SETTING
 DG4769_STAMPING: CJT 4
 DG4769_MARK LOGO: USACE 
 DG4769_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4769+STABILITY: POSITION/ELEVATION WELL
 DG4769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4769+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 DG4769
 DG4769  HISTORY     - Date     Condition        Report By
 DG4769  HISTORY     - 2002     MONUMENTED       PYBURN
 DG4769  HISTORY     - 20020916 GOOD             PYBURN
 DG4769
 DG4769                          STATION DESCRIPTION
 DG4769
 DG4769'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4769'THE STATION IS LCOATED ON THE WEST BANK OF THE MISSISSIPPI RIVER9
 DG4769'MILES WEST OF GREENVILLE, MISSISSIPPI, 6 MILES NORTHEAST OF LAKE
 DG4769'VILLAGE, ARKANSAS, AND21 MILES SOUTH/SOUTHEAST OF MCGEHEE,
 DG4769'RKANSASOWNERSHIP IS BY USCETO REACH THE STATION FROM THE INTERSECTION
 DG4769'OF U.S.ROUTE 82,U.S. ROUTE 65 AND STATE ROUTE 144 IN LAKE VILLAGE,
 DG4769'ARKANSAS, PROCEED 7.2MILES NORTHEASTERLYON STATE ROUTE 144 TO THE
 DG4769'STATION ON THE RIGHT.THE STATION IS LOCATED ON TOP OF THE EAST ENDOF A
 DG4769'CONCRETE HEADWALL WHICH IS LOCATED IN THE RIGHT OF WAY ON THE SOUTH
 DG4769'SIDE OFSTATE ROUTE144, THE DISK IS 15 FEET SOUTH OF THE CENTERLINE OF
 DG4769'STATE ROUTE 144 AND 53 FEET EAST OFA POWERPOLE.  THE STATION IS A 3
 DG4769'1/2 INCH BRASS DISK SET FLUSH WITH THE TOP OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4768 ***********************************************************************
 DG4768  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4768  DESIGNATION -  CJT 5
 DG4768  PID         -  DG4768
 DG4768  STATE/COUNTY-  AR/CHICOT
 DG4768  USGS QUAD   -  EMINENCE (1970)
 DG4768
 DG4768                         *CURRENT SURVEY CONTROL
 DG4768  ___________________________________________________________________
 DG4768* NAD 83(1997)-  33 13 43.13304(N)    091 08 10.14501(W)     ADJUSTED  
 DG4768* NAVD 88     -        36.50   (meters)     119.8    (feet)  GPS OBS   
 DG4768  ___________________________________________________________________
 DG4768  X           -    -105,895.518 (meters)                     COMP
 DG4768  Y           -  -5,339,579.745 (meters)                     COMP
 DG4768  Z           -   3,475,204.123 (meters)                     COMP
 DG4768  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 DG4768  ELLIP HEIGHT-          10.26  (meters)          (03/17/04) GPS OBS
 DG4768  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DG4768
 DG4768  HORZ ORDER  -  FIRST
 DG4768  ELLP ORDER  -  FOURTH    CLASS II
 DG4768
 DG4768.The horizontal coordinates were established by GPS observations
 DG4768.and adjusted by the National Geodetic Survey in March 2004..
 DG4768
 DG4768.The orthometric height was determined by GPS observations and a
 DG4768.high-resolution geoid model using precise GPS observation and
 DG4768.processing techniques.
 DG4768
 DG4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4768
 DG4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4768
 DG4768.The ellipsoidal height was determined by GPS observations
 DG4768.and is referenced to NAD 83.
 DG4768
 DG4768.The geoid height was determined by GEOID03.
 DG4768
 DG4768;                    North         East     Units Scale Factor Converg.
 DG4768;SPC AR S     -   462,671.736   480,520.938   MT  1.00001659   +0 29 00.6
 DG4768;SPC AR S     - 1,517,948.85  1,576,509.11   sFT  1.00001659   +0 29 00.6
 DG4768;UTM  15      - 3,678,183.650   673,674.821   MT  0.99997190   +1 01 17.8
 DG4768
 DG4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4768!SPC AR S     -   0.99999839  x   1.00001659  =   1.00001498
 DG4768!UTM  15      -   0.99999839  x   0.99997190  =   0.99997029
 DG4768
 DG4768                          SUPERSEDED SURVEY CONTROL
 DG4768
 DG4768.No superseded survey control is available for this station.
 DG4768
 DG4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7367578184(NAD 83)
 DG4768_MARKER: DD = SURVEY DISK
 DG4768_SETTING: 0 = UNSPECIFIED SETTING
 DG4768_STAMPING: CJT 5
 DG4768_MARK LOGO: USACE 
 DG4768_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4768+STABILITY: POSITION/ELEVATION WELL
 DG4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4768+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 DG4768
 DG4768  HISTORY     - Date     Condition        Report By
 DG4768  HISTORY     - 2002     MONUMENTED       PYBURN
 DG4768  HISTORY     - 20020916 GOOD             PYBURN
 DG4768  HISTORY     - 20030731 GOOD             EMCINC
 DG4768
 DG4768                          STATION DESCRIPTION
 DG4768
 DG4768'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4768'THE STATION IS LOCATED 13 MILES SOUTH OF GREENVILLE, MISSISSIPPION THE
 DG4768'WEST BANK OF THE MISSISSIPPI RIVER, IT IS 12 MILES SOUTHEAST OF
 DG4768'AKEVILLAGE ARKANSASAND IS LOCATED ALONG ARKANSAS STATE ROUTE 142, 4.3
 DG4768'MILES SOUTH OF THE INTERSECTIONOF STATEROUTE 142 AND U.S. ROUTE 82 IN
 DG4768'CHICOT COUNTY, ARKANSASOWNERSHIP IS BY STATE OF ARKANSAS (IN THE RIGHT
 DG4768'OF WAY FOR STATE ROUTE 142TO REACH THE STATION FROM THE INTERSECTION
 DG4768'OF U.S. ROUTE 82 ANDSTATE ROUTE 142 IN CHICOT COUNTY ARKANSAS, PROCEED
 DG4768'4,3 MILES SOUTHERLY ALONGSTATE ROUTE142 TO THE STATION ON THE
 DG4768'IGHT.THE STATION IS LOCATED ON THE NORTH END OF ABOX CULVERT ON THE
 DG4768'WEST SIDE OF STATE ROUTE 142, 21 FEET WEST OF THE CENTERLINE OFSTATE
 DG4768'ROUTE142, 127 FEET SOUTH OF A POWERPOLE.  THE STATION IS A 3 1/2 INCH
 DG4768'BRASS DISK SET ON THENORTHOF THE BOX CULVERT.
 DG4768
 DG4768                          STATION RECOVERY (2003)
 DG4768
 DG4768'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DG4768'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DG4768'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4767 ***********************************************************************
 DG4767  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4767  DESIGNATION -  CJT 7
 DG4767  PID         -  DG4767
 DG4767  STATE/COUNTY-  AR/CHICOT
 DG4767  USGS QUAD   -  READLAND (1970)
 DG4767
 DG4767                         *CURRENT SURVEY CONTROL
 DG4767  ___________________________________________________________________
 DG4767* NAD 83(1997)-  33 03 49.01268(N)    091 13 16.08260(W)     ADJUSTED  
 DG4767* NAVD 88     -        33.69   (meters)     110.5    (feet)  GPS OBS   
 DG4767  ___________________________________________________________________
 DG4767  X           -    -114,028.440 (meters)                     COMP
 DG4767  Y           -  -5,349,420.115 (meters)                     COMP
 DG4767  Z           -   3,459,877.594 (meters)                     COMP
 DG4767  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DG4767  ELLIP HEIGHT-           7.54  (meters)          (03/17/04) GPS OBS
 DG4767  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DG4767
 DG4767  HORZ ORDER  -  FIRST
 DG4767  ELLP ORDER  -  FOURTH    CLASS II
 DG4767
 DG4767.The horizontal coordinates were established by GPS observations
 DG4767.and adjusted by the National Geodetic Survey in March 2004..
 DG4767
 DG4767.The orthometric height was determined by GPS observations and a
 DG4767.high-resolution geoid model using precise GPS observation and
 DG4767.processing techniques.
 DG4767
 DG4767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4767
 DG4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4767
 DG4767.The ellipsoidal height was determined by GPS observations
 DG4767.and is referenced to NAD 83.
 DG4767
 DG4767.The geoid height was determined by GEOID03.
 DG4767
 DG4767;                    North         East     Units Scale Factor Converg.
 DG4767;SPC AR S     -   444,304.640   472,738.968   MT  1.00006081   +0 26 09.3
 DG4767;SPC AR S     - 1,457,689.47  1,550,977.76   sFT  1.00006081   +0 26 09.3
 DG4767;UTM  15      - 3,659,746.018   666,065.775   MT  0.99994004   +0 58 14.6
 DG4767
 DG4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4767!SPC AR S     -   0.99999882  x   1.00006081  =   1.00005963
 DG4767!UTM  15      -   0.99999882  x   0.99994004  =   0.99993886
 DG4767
 DG4767                          SUPERSEDED SURVEY CONTROL
 DG4767
 DG4767.No superseded survey control is available for this station.
 DG4767
 DG4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6606659746(NAD 83)
 DG4767_MARKER: DD = SURVEY DISK
 DG4767_SETTING: 0 = UNSPECIFIED SETTING
 DG4767_STAMPING: CJT 7
 DG4767_MARK LOGO: USACE 
 DG4767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4767+STABILITY: POSITION/ELEVATION WELL
 DG4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4767+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 DG4767
 DG4767  HISTORY     - Date     Condition        Report By
 DG4767  HISTORY     - 2002     MONUMENTED       PYBURN
 DG4767  HISTORY     - 20020916 GOOD             PYBURN
 DG4767
 DG4767                          STATION DESCRIPTION
 DG4767
 DG4767'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4767'THE STATION IS LOCATED ON THE WEST BANK OF THE MISSISSIPPI RIVER,26
 DG4767'MILES SOUTH SOUTHWEST OF GREENVILLE, MISSISSIPPI, 4 MILES SOUTHEAST OF
 DG4767'EUDORA, ARKANSAS,AND 18 MILES NORTH/NORTHWEST OF LAKE PROVIDENCE,
 DG4767'LOUISIANA, FOUR MILES NORTH OF THEARKANSAS AND LOUISIANA STATE
 DG4767'INE.OWNERSHIP IS BY USCETO REACH THE STATION FROM THE INTERSECTION OF
 DG4767'U.S. ROUTE 65 ANDAND STATE ROUTE 159 IN EUDORA, ARKANSAS PROCEED 3.9
 DG4767'MILES SOUTH ON U.S. ROUTE 65 TOA CONCRETE HEADWALL AND THE STATION ON
 DG4767'THE LEFT.THE STATION IS LOCATED ON TOP OF ANDAT THE SOUTH END OF A
 DG4767'CONCRETE HEADWALL, 35 FEET EAST OF THE CENTERLINE OF U.S. ROUTE65, 55
 DG4767'FEET NORTH OF A HIGHWAY SIGN, AND 196 FEET NORTH OF THE INTERSECTION
 DG4767'OF STATE ROUTE 209.THE STATION IS A STANDARD USCE BRASS DISK SET FLUSH
 DG4767'WITH THE TOP OF THECONCRETE HEADWALL.
 DG4767' 
 DG4767'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2921 ***********************************************************************
 EH2921  DESIGNATION -  CLARENDON
 EH2921  PID         -  EH2921
 EH2921  STATE/COUNTY-  AR/MONROE
 EH2921  USGS QUAD   -  CLARENDON (1968)
 EH2921
 EH2921                         *CURRENT SURVEY CONTROL
 EH2921  ___________________________________________________________________
 EH2921* NAD 83(1997)-  34 40 43.94552(N)    091 16 55.60791(W)     ADJUSTED  
 EH2921* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 EH2921  ___________________________________________________________________
 EH2921  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 EH2921  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2921
 EH2921  HORZ ORDER  -  FIRST
 EH2921
 EH2921.The horizontal coordinates were established by classical geodetic methods
 EH2921.and adjusted by the National Geodetic Survey in September 1999..
 EH2921
 EH2921.The orthometric height was scaled from a topographic map.
 EH2921
 EH2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2921
 EH2921.The geoid height was determined by GEOID03.
 EH2921
 EH2921;                    North         East     Units Scale Factor Converg.
 EH2921;SPC AR S     -   623,415.301   465,787.809   MT  0.99998160   +0 24 06.5
 EH2921;SPC AR S     - 2,045,321.70  1,528,172.17   sFT  0.99998160   +0 24 06.5
 EH2921;UTM  15      - 3,838,774.963   657,378.344   MT  0.99990528   +0 58 39.5
 EH2921
 EH2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2921!SPC AR S     -   0.99999558  x   0.99998160  =   0.99997718
 EH2921!UTM  15      -   0.99999558  x   0.99990528  =   0.99990086
 EH2921
 EH2921:                Primary Azimuth Mark                     Grid Az
 EH2921:SPC AR S     -  CLARENDON AZ MK                          090 21 13.2
 EH2921:UTM  15      -  CLARENDON AZ MK                          089 46 40.2
 EH2921
 EH2921|---------------------------------------------------------------------|
 EH2921| PID    Reference Object                     Distance      Geod. Az  |
 EH2921|                                                           dddmmss.s |
 EH2921| CY5427 CLARENDON AZ MK                                    0904519.7 |
 EH2921| CY5432 CLARENDON RM 5 AZIMUTH                             0912826.6 |
 EH2921| CY5428 CLARENDON RM 1                       27.414 METERS 09532     |
 EH2921| CY5430 CLARENDON RM 3                       27.175 METERS 09756     |
 EH2921| EH2919 CLARENDON MUNICIPAL TANK            APPROX. 3.3 KM 2925908.3 |
 EH2921| EH2918 CLARENDON CO CTHSE CLOCKTOWER       APPROX. 3.3 KM 2973645.8 |
 EH2921| CY5431 CLARENDON RM 4                       24.181 METERS 32305     |
 EH2921| CY5429 CLARENDON RM 2                       30.474 METERS 32751     |
 EH2921| EH2920 CLARENDON POTLATCH FOR INC TK       APPROX. 4.5 KM 3534625.4 |
 EH2921|---------------------------------------------------------------------|
 EH2921
 EH2921                          SUPERSEDED SURVEY CONTROL
 EH2921
 EH2921  NAD 83(1986)-  34 40 43.95227(N)    091 16 55.60420(W) AD(       ) 1
 EH2921  NAD 27      -  34 40 43.60434(N)    091 16 55.15419(W) AD(       ) 1
 EH2921
 EH2921.Superseded values are not recommended for survey control.
 EH2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2921.See file dsdata.txt to determine how the superseded data were derived.
 EH2921
 EH2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5737838775(NAD 83)
 EH2921_MARKER: DS = TRIANGULATION STATION DISK
 EH2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2921_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2921
 EH2921  HISTORY     - Date     Condition        Report By
 EH2921  HISTORY     - 1965     MONUMENTED       CGS
 EH2921  HISTORY     - 1974     GOOD             NGS
 EH2921
 EH2921                          STATION DESCRIPTION
 EH2921
 EH2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2921'STATION IS ABOUT 2 MILES SOUTHEAST OF CLARENDON, NEAR THE CENTER
 EH2921'OF THE TOP OF A LEVEE, ABOUT 0.1 MILE WEST OF WHERE STATE
 EH2921'HIGHWAY 86 CROSSES THE LEVEE, IN THE SOUTHWEST CORNER OF
 EH2921'SECTION 24, T. 1 N., R. 3 W., AND ON PROPERTY CONTROLLED BY
 EH2921'THE LEVEE BOARD.
 EH2921'
 EH2921'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CLARENDON, GO
 EH2921'EAST ON U.S. HIGHWAY 79 FOR 1.3 MILES TO THE JUNCTION WITH
 EH2921'STATE HIGHWAY 86.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ON
 EH2921'HIGHWAY 86 FOR 1.1 MILES TO A CROSSROAD,* JUST BEFORE REACHING
 EH2921'THE POINT WHERE HIGHWAY 86 CROSSES THE LEVEE.  TURN RIGHT AND
 EH2921'GO WEST ON A DIRT ROAD FOR 0.1 MILE TO A Y-FORK AND THE STATION
 EH2921'ON THE LEFT, AT A POINT WHERE THE LEVEE MAKES A SHARP TURN
 EH2921'FROM WEST TO NORTHWEST.
 EH2921'
 EH2921'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO
 EH2921'EAST ALONG THE NORTH SIDE OF THE LEVEE FOR 0.3 MILE TO A
 EH2921'POINT WHERE THE DIRT ROAD CROSSES THE LEVEE AND THE AZIMUTH
 EH2921'MARK ON THE RIGHT, AT A POINT WHERE THE LEVEE TURNS
 EH2921'FROM EAST TO NORTH.
 EH2921'
 EH2921'STATION MARKS ARE STANDARD DISKS STAMPED CLARENDON 1965.  THE
 EH2921'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2921'WITH THE SURFACE OF THE GROUND.  IT IS NEAR THE CENTER OF THE
 EH2921'TOP OF THE LEVEE, 202 FEET SOUTHEAST OF A POINT WHERE A DIRT
 EH2921'ROAD CROSSES THE TOP OF THE LEVEE, 101 FEET SOUTH-SOUTHWEST OF
 EH2921'THE INTERSECTION OF THE Y-FORK, AND 73 FEET NORTH OF A WIRE
 EH2921'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EH2921'CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2921'
 EH2921'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLARENDON NO 1
 EH2921'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2921'THE SURFACE OF THE GROUND.  IT IS NEAR THE CENTER OF THE TOP
 EH2921'OF THE LEVEE, 78 FEET SOUTH-SOUTHEAST OF THE Y-FORK, 73 FEET
 EH2921'NORTH OF THE WIRE FENCE.
 EH2921'
 EH2921'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLARENDON NO 2
 EH2921'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2921'THE SURFACE OF THE GROUND.  IT IS NEAR THE CENTER OF THE TOP
 EH2921'OF THE LEVEE, 103 FEET SOUTHEAST OF THE POINT WHERE THE DIRT
 EH2921'ROAD CROSSES THE TOP OF THE LEVEE.
 EH2921'
 EH2921'AZIMUTH MARK, A STANDARD DISK STAMPED CLARENDON 1965, IS SET
 EH2921'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 12 FEET
 EH2921'SOUTH OF THE CENTER OF THE DIRT ROAD, 1 FOOT SOUTHWEST OF A
 EH2921'FENCE CORNER, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 EH2921'
 EH2921'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2921'
 EH2921'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2921
 EH2921                          STATION RECOVERY (1974)
 EH2921
 EH2921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 EH2921'THE STATION WAS VISITED 9-18-74 AND ONLY THE STATION MARK WAS
 EH2921'RECOVERED.  RMS NO 1, NO 2, AND THE AZIMUTH MARK WERE DESTROYED BY
 EH2921'CONSTRUCTION OF A NEW LEVEE.
 EH2921'
 EH2921'NEW RM NO 3, NO 4, AND NO 5 AZIMUTH MARKS WERE ESTABLISED AT
 EH2921'THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 EH2921'
 EH2921'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CLARENDON,
 EH2921'1 MILE SOUTHEAST OF U.S. HIGHWAY 79, AND 0.1 MILE WEST OF STATE
 EH2921'HIGHWAY 86 IN THE SOUTHWEST CORNER OF SECTION 24, T 1N, R 3W
 EH2921'ON PROPERTY CONTROLLED BY THE LEVEE BOARD.
 EH2921'
 EH2921'TO REACH FROM THE RAILROAD DEPOT IN CLARENDON, GO EAST ON
 EH2921'U.S. HIGHWAY 79 FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY 86.
 EH2921'TURN RIGHT AND GO SOUTHEAST ON HIGHWAY 86 FOR 1.0 MILE TO A
 EH2921'GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST ON A TRACK ROAD FOR
 EH2921'0.1 MILE TO THE TOP OF THE LEVEE.  TURN LEFT AND GO EAST ALONG
 EH2921'THE TOP OF THE LEVEE FOR ABOUT 200 FEET TO THE STATION ON
 EH2921'THE LEFT AT THE NORTH EDGE OF THE TOP OF THE LEVEE.
 EH2921'
 EH2921'THE STATION IS 226 FEET EAST OF THE CENTER OF A CROSS ROAD
 EH2921'ON THE LEVEE, 84 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A
 EH2921'WOODEN SIGNBOARD, 73 FEET WEST OF A PROJECTED PLANE OF THE WEST
 EH2921'WALL OF A HOUSE, 13.5 FEET NORTH OF THE CENTER OF THE LEVEE AND
 EH2921'1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 EH2921'DISK STAMPED CLARENDON 1965, SET IN THE TOP OF A ROUND CONCRETE
 EH2921'POST PROJECTING 1 FOOT ON THE NORTH SIDE AND FLUSH WITH THE
 EH2921'GROUND ON THE SOUTH SIDE.
 EH2921'
 EH2921'RM NO 3 IS A STANDARD DISK STAMPED CLARENDON 1965 NO 3 1974
 EH2921'AND IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EH2921'AT THE NORTH EDGE OF THE TOP OF THE LEVEE, 8 FEET NORTH OF THE
 EH2921'CENTER OF THE LEVEE, AND 1 FOOT NORTH OF A METAL WITNESS POST AND
 EH2921'SIGN.  RM NO 4 IS A STANDARD DISK STAMPED CLARENDON 1965 NO 4
 EH2921'1974 AND IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 EH2921'IT IS AT THE NORTH EDGE OF THE TOP OF THE LEVEE, 146 FEET
 EH2921'EAST OF THE CENTER OF A CROSSROAD, 62 FEET SOUTHWEST OF THE
 EH2921'SOUTH END OF A SIGNBOARD, 6.5 FEET NORTH OF THE CENTER OF
 EH2921'THE LEVEE AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 EH2921'
 EH2921'THE DISTANCE BETWEEN RM NO 3 AND RM NO 4 IS 155.614 FEET.
 EH2921'
 EH2921'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 EH2921'CLARENDON 1965 NO 5 1974 AZ. SET IN THE TOP OF A ROUND CONCRETE
 EH2921'POST FLUSH WITH THE GROUND.  IT IS 0.35 MILE EAST OF THE
 EH2921'STATION ON TOP OF THE LEVEE, 50 FEET SOUTH-SOUTHWEST OF THE
 EH2921'INTERSECTION OF A TRACK ROAD AND LEVEE ROAD, 6 FEET NORTH OF
 EH2921'THE CENTER OF THE LEVEE, 37 FEET SOUTH OF THE CENTER OF A TRACK
 EH2921'ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 EH2921'
 EH2921'TO REACH THE AZIMUTH MARK FROM THE GRAVEL CROSSROAD AND STATE
 EH2921'HIGHWAY 86, TURN LEFT AND FOLLOW A TRACK ROAD EASTERLY FOR
 EH2921'0.3 MILE TO THE POINT WHERE A TRACK ROAD CROSSES THE LEVEE AND
 EH2921'THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2918 ***********************************************************************
 EH2918  DESIGNATION -  CLARENDON CO CTHSE CLOCKTOWER
 EH2918  PID         -  EH2918
 EH2918  STATE/COUNTY-  AR/MONROE
 EH2918  USGS QUAD   -  CLARENDON (1968)
 EH2918
 EH2918                         *CURRENT SURVEY CONTROL
 EH2918  ___________________________________________________________________
 EH2918* NAD 83(1997)-  34 41 33.89043(N)    091 18 51.24661(W)     ADJUSTED  
 EH2918* NAVD 88     -                                                        
 EH2918  ___________________________________________________________________
 EH2918  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 EH2918  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2918
 EH2918  HORZ ORDER  -  THIRD
 EH2918
 EH2918.The horizontal coordinates were established by classical geodetic methods
 EH2918.and adjusted by the National Geodetic Survey in September 1999..
 EH2918
 EH2918
 EH2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2918
 EH2918.The geoid height was determined by GEOID03.
 EH2918
 EH2918;                    North         East     Units Scale Factor Converg.
 EH2918;SPC AR S     -   624,934.123   462,833.867   MT  0.99998435   +0 23 01.7
 EH2918;SPC AR S     - 2,050,304.70  1,518,480.78   sFT  0.99998435   +0 23 01.7
 EH2918;UTM  15      - 3,840,263.896   654,409.534   MT  0.99989387   +0 57 34.9
 EH2918
 EH2918                          SUPERSEDED SURVEY CONTROL
 EH2918
 EH2918  NAD 83(1986)-  34 41 33.89699(N)    091 18 51.24281(W) AD(       ) 4
 EH2918  NAD 27      -  34 41 33.55130(N)    091 18 50.78891(W) AD(       ) 3
 EH2918
 EH2918.Superseded values are not recommended for survey control.
 EH2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2918.See file dsdata.txt to determine how the superseded data were derived.
 EH2918
 EH2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5441040264(NAD 83)
 EH2918_MARKER: 55 = TOWER
 EH2918
 EH2918  HISTORY     - Date     Condition        Report By
 EH2918  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2918
 EH2918                          STATION DESCRIPTION
 EH2918
 EH2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2918'THE STATION IS THE CENTER OF THE TOP OF THE CLOCKTOWER,
 EH2918'LOCATED ON THE NORTH END OF THE MONROE COUNTY COURTHOUSE IN
 EH2918'CLARENDON.  IT IS A GREY BRICK BUILDING WITH A RED SLATE
 EH2918'ROOF.  THE OVERALL HEIGHT IS ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2919 ***********************************************************************
 EH2919  DESIGNATION -  CLARENDON MUNICIPAL TANK
 EH2919  PID         -  EH2919
 EH2919  STATE/COUNTY-  AR/MONROE
 EH2919  USGS QUAD   -  CLARENDON (1968)
 EH2919
 EH2919                         *CURRENT SURVEY CONTROL
 EH2919  ___________________________________________________________________
 EH2919* NAD 83(1997)-  34 41 25.21673(N)    091 18 53.44743(W)     ADJUSTED  
 EH2919* NAVD 88     -                                                        
 EH2919  ___________________________________________________________________
 EH2919  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 EH2919  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2919
 EH2919  HORZ ORDER  -  THIRD
 EH2919
 EH2919.The horizontal coordinates were established by classical geodetic methods
 EH2919.and adjusted by the National Geodetic Survey in September 1999..
 EH2919
 EH2919
 EH2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2919
 EH2919.The geoid height was determined by GEOID03.
 EH2919
 EH2919;                    North         East     Units Scale Factor Converg.
 EH2919;SPC AR S     -   624,666.476   462,779.643   MT  0.99998387   +0 23 00.5
 EH2919;SPC AR S     - 2,049,426.60  1,518,302.88   sFT  0.99998387   +0 23 00.5
 EH2919;UTM  15      - 3,839,995.742   654,358.007   MT  0.99989367   +0 57 33.4
 EH2919
 EH2919                          SUPERSEDED SURVEY CONTROL
 EH2919
 EH2919  NAD 83(1986)-  34 41 25.22330(N)    091 18 53.44362(W) AD(       ) 4
 EH2919  NAD 27      -  34 41 24.87646(N)    091 18 52.98771(W) AD(       ) 3
 EH2919
 EH2919.Superseded values are not recommended for survey control.
 EH2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2919.See file dsdata.txt to determine how the superseded data were derived.
 EH2919
 EH2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5435839996(NAD 83)
 EH2919_MARKER: 53 = ELEVATED TANK
 EH2919
 EH2919  HISTORY     - Date     Condition        Report By
 EH2919  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2919
 EH2919                          STATION DESCRIPTION
 EH2919
 EH2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2919'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN
 EH2919'CLARENDON AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF MAIN
 EH2919'STREET AND NORTH SECOND STREET.  IT IS A 4 LEGGED STEEL
 EH2919'STRUCTURE PAINTED SILVER, WITH THE LEGEND VISIT CLARENDON
 EH2919'BEACH WRITTEN IN LARGE BLACK LETTERS ON THE SOUTH SIDE.  THE
 EH2919'OVERALL HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2920 ***********************************************************************
 EH2920  DESIGNATION -  CLARENDON POTLATCH FOR INC TK
 EH2920  PID         -  EH2920
 EH2920  STATE/COUNTY-  AR/MONROE
 EH2920  USGS QUAD   -  CLARENDON (1968)
 EH2920
 EH2920                         *CURRENT SURVEY CONTROL
 EH2920  ___________________________________________________________________
 EH2920* NAD 83(1997)-  34 43 09.76797(N)    091 17 14.87543(W)     ADJUSTED  
 EH2920* NAVD 88     -                                                        
 EH2920  ___________________________________________________________________
 EH2920  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 EH2920  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2920
 EH2920  HORZ ORDER  -  THIRD
 EH2920
 EH2920.The horizontal coordinates were established by classical geodetic methods
 EH2920.and adjusted by the National Geodetic Survey in September 1999..
 EH2920
 EH2920
 EH2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2920
 EH2920.The geoid height was determined by GEOID03.
 EH2920
 EH2920;                    North         East     Units Scale Factor Converg.
 EH2920;SPC AR S     -   627,905.263   465,266.071   MT  0.99998980   +0 23 55.7
 EH2920;SPC AR S     - 2,060,052.52  1,526,460.43   sFT  0.99998980   +0 23 55.7
 EH2920;UTM  15      - 3,843,259.085   656,811.516   MT  0.99990308   +0 58 32.1
 EH2920
 EH2920                          SUPERSEDED SURVEY CONTROL
 EH2920
 EH2920  NAD 83(1986)-  34 43 09.77447(N)    091 17 14.87191(W) AD(       ) 4
 EH2920  NAD 27      -  34 43 09.43125(N)    091 17 14.41898(W) AD(       ) 3
 EH2920
 EH2920.Superseded values are not recommended for survey control.
 EH2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2920.See file dsdata.txt to determine how the superseded data were derived.
 EH2920
 EH2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5681243259(NAD 83)
 EH2920_MARKER: 53 = ELEVATED TANK
 EH2920
 EH2920  HISTORY     - Date     Condition        Report By
 EH2920  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2920
 EH2920                          STATION DESCRIPTION
 EH2920
 EH2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2920'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EH2920'ALONG THE SOUTHEAST SIDE OF THE ST. LOUIS SOUTHWESTERN RAILROAD
 EH2920'TRACK, ABOUT 2 MILES NORTHEAST OF CLARENDON.  IT IS A 4 LEGGED
 EH2920'STEEL STRUCTURE PAINTED BLACK AND HAS A FLAT TOP.  IT IS
 EH2920'OWNED BY THE POTLATCH FORESTS INCORPORATED, AND IS NOT IN
 EH2920'OPERATION AT THIS TIME.  THE OVERALL HEIGHT IS ABOUT 100 FEET.
 EH2920'
 EH2920'TO REACH THE STATION FORM THE RAILROAD DEPOT IN CLARENDON, GO
 EH2920'EASTERLY ON U.S. HIGHWAY 79 FOR 1.2 MILES TO THE JUNCTION
 EH2920'WITH STATE HIGHWAY 86.  TURN LEFT AND GO NORTHERLY ON HIGHWAY
 EH2920'86 FOR 1.6 MILES TO A CROSSROAD (SHADY GROVE COL. CEMETERY IN
 EH2920'THE NORTHWEST ANGLE).  CONTINUE NORTH ON A GRAVELED ROAD FOR
 EH2920'0.1 MILE TO A LOCKED GATE.  CONTINUE NORTH ON THE GRAVELED
 EH2920'ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT, ABOUT 100
 EH2920'FEET EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0680 ***********************************************************************
 GF0680  DESIGNATION -  CLARK
 GF0680  PID         -  GF0680
 GF0680  STATE/COUNTY-  AR/BAXTER
 GF0680  USGS QUAD   -  CLARKRIDGE (1981)
 GF0680
 GF0680                         *CURRENT SURVEY CONTROL
 GF0680  ___________________________________________________________________
 GF0680* NAD 83(1997)-  36 29 26.52829(N)    092 20 34.91756(W)     ADJUSTED  
 GF0680* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GF0680  ___________________________________________________________________
 GF0680  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GF0680  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GF0680
 GF0680  HORZ ORDER  -  SECOND
 GF0680
 GF0680.The horizontal coordinates were established by classical geodetic methods
 GF0680.and adjusted by the National Geodetic Survey in September 1999..
 GF0680
 GF0680.The orthometric height was scaled from a topographic map.
 GF0680
 GF0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0680
 GF0680.The geoid height was determined by GEOID03.
 GF0680
 GF0680;                    North         East     Units Scale Factor Converg.
 GF0680;SPC AR N     -   239,409.499   369,261.840   MT  1.00006102   -0 11 58.6
 GF0680;SPC AR N     -   785,462.66  1,211,486.55   sFT  1.00006102   -0 11 58.6
 GF0680;SPC MO C     -    72,949.576   514,063.626   MT  0.99993577   +0 05 36.1
 GF0680;UTM  15      - 4,038,577.371   558,842.298   MT  0.99964266   +0 23 26.5
 GF0680
 GF0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0680!SPC AR N     -   0.99995612  x   1.00006102  =   1.00001713
 GF0680!SPC MO C     -   0.99995612  x   0.99993577  =   0.99989189
 GF0680!UTM  15      -   0.99995612  x   0.99964266  =   0.99959879
 GF0680
 GF0680|---------------------------------------------------------------------|
 GF0680| PID    Reference Object                     Distance      Geod. Az  |
 GF0680|                                                           dddmmss.s |
 GF0680| CI1462 CLARK RM 2                           17.941 METERS 01112     |
 GF0680| GF0642 BAKERSFIELD                         APPROX.16.1 KM 0774934.1 |
 GF0680| CI1461 CLARK RM 1                           18.579 METERS 16114     |
 GF0680|---------------------------------------------------------------------|
 GF0680
 GF0680                          SUPERSEDED SURVEY CONTROL
 GF0680
 GF0680  NAD 83(1986)-  36 29 26.53918(N)    092 20 34.91747(W) AD(       ) 2
 GF0680  NAD 27      -  36 29 26.31300(N)    092 20 34.34800(W) AD(       ) 2
 GF0680
 GF0680.Superseded values are not recommended for survey control.
 GF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0680.See file dsdata.txt to determine how the superseded data were derived.
 GF0680
 GF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA5884238577(NAD 83)
 GF0680_MARKER: DS = TRIANGULATION STATION DISK
 GF0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0680
 GF0680  HISTORY     - Date     Condition        Report By
 GF0680  HISTORY     - 1953     MONUMENTED       CGS
 GF0680  HISTORY     - 1965     GOOD             CGS
 GF0680
 GF0680                          STATION DESCRIPTION
 GF0680
 GF0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0680'THE STATION IS IN SECTION 14, T 21 N, R 13 W, ON THE PROPERTY
 GF0680'OF MRS. H.L. BARRY, ABOUT 10-3/4 MILES NORTH AND 2-1/4 MILES
 GF0680'EAST OF MOUNTAIN HOME, 0.6 MILE SOUTH OF THE ARKANSAS-MISSOURI
 GF0680'STATE LINE, 33 FEET SOUTHWEST OF A TRIANGLE-BLAZED 20 INCH
 GF0680'OAK TREE AND 4 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS POST.
 GF0680'
 GF0680'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME,
 GF0680'GO NORTH ON U.S. HIGHWAY 62 FOR 0.35 MILE TO THE JUNCTION
 GF0680'OF U.S. HIGHWAY 62 AND STATE HIGHWAY 5, TURN LEFT ON STATE
 GF0680'HIGHWAY 5 FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 GF0680'RIGHT ON THE SIDE ROAD AND GO 5.45 MILES, FOLLOWING THE
 GF0680'MAIN GRAVELED ROAD TO A BRIDGE OVER NORFORK LAKE, CONTINUE NORTH
 GF0680'FOR 6.1 MILES TO A STORE AND GARAGE ON THE RIGHT, CONTINUE
 GF0680'ON THE MAIN ROAD FOR 1.1 MILES TO A HOUSE ON THE RIGHT AND
 GF0680'A BOARD GATE ON THE LEFT, TURN LEFT THROUGH GATE AND FOLLOW
 GF0680'DIM TRACK ROAD 0.15 MILE TO TOP OF HILL AND STATION.
 GF0680'
 GF0680'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GF0680'CLARK 1953.
 GF0680'
 GF0680'REFERENCE MARK 1 IS 59 FEET SOUTH OF THE WITNESS POST.  THE
 GF0680'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLARK NO
 GF0680'1 1953.
 GF0680'
 GF0680'REFERENCE MARK 2 IS 56 FEET NORTH OF THE WITNESS POST.  THE
 GF0680'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLARK NO 2
 GF0680'1953.
 GF0680'
 GF0680'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0680'
 GF0680'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0680
 GF0680                          STATION RECOVERY (1965)
 GF0680
 GF0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0680'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 GF0680'MARKS FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET.
 GF0680'
 GF0680'TO REACH THE STATION FROM MOUNTAIN HOME, FROM THE COURT HOUSE,
 GF0680'GO NORTH ON U.S. 62 FOR 0.35 MILES TO JUNCTION WITH STATE
 GF0680'HIGHWAY 5, TURN LEFT ON HIGHWAY 5 FOR 0.05 MILE TO JUNCTION
 GF0680'WITH STATE HIGHWAY 201, TURN RIGHT ON 201 FOR 5.2 MILES TO
 GF0680'BRIDGE OVER NORFOLK LAKE, CONTINUE ON HIGHWAY FOR 6.1 MILES
 GF0680'TO THE ZION CHURCH ON THE LEFT, CONTINUE ON HIGHWAY FOR
 GF0680'0.7 MILE TO HOUSE ON RIGHT AND GARAGE WITH K AND K GARAGE
 GF0680'PAINTED ON THE DOOR.  PACK WEST FOR 0.15 MILE TO TOP OF
 GF0680'BARREN HILL AND STATION.  THE END OF TRUCK TRAVEL IS 0.55
 GF0680'MILE SOUTH OF THE ARKANSAS-MISSOURI STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1964 ***********************************************************************
 EJ1964  DESIGNATION -  CLARK 2
 EJ1964  PID         -  EJ1964
 EJ1964  STATE/COUNTY-  AR/CLARK
 EJ1964  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1964
 EJ1964                         *CURRENT SURVEY CONTROL
 EJ1964  ___________________________________________________________________
 EJ1964* NAD 83(1997)-  34 13 46.23650(N)    093 05 33.05734(W)     ADJUSTED  
 EJ1964* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 EJ1964  ___________________________________________________________________
 EJ1964  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 EJ1964  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EJ1964
 EJ1964  HORZ ORDER  -  THIRD
 EJ1964
 EJ1964.The horizontal coordinates were established by classical geodetic methods
 EJ1964.and adjusted by the National Geodetic Survey in September 1999..
 EJ1964.No horizontal observational check was made to the station.
 EJ1964
 EJ1964.The orthometric height was scaled from a topographic map.
 EJ1964
 EJ1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1964
 EJ1964.The geoid height was determined by GEOID03.
 EJ1964
 EJ1964;                    North         East     Units Scale Factor Converg.
 EJ1964;SPC AR S     -   573,876.128   299,349.945   MT  0.99992424   -0 36 41.3
 EJ1964;SPC AR S     - 1,882,791.93    982,117.28   sFT  0.99992424   -0 36 41.3
 EJ1964;UTM  15      - 3,787,607.952   491,479.399   MT  0.99960089   -0 03 07.3
 EJ1964
 EJ1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1964!SPC AR S     -   0.99997660  x   0.99992424  =   0.99990084
 EJ1964!UTM  15      -   0.99997660  x   0.99960089  =   0.99957750
 EJ1964
 EJ1964|---------------------------------------------------------------------|
 EJ1964| PID    Reference Object                     Distance      Geod. Az  |
 EJ1964|                                                           dddmmss.s |
 EJ1964| CX5610 CLARK 2 RM 6                         41.441 METERS 11336     |
 EJ1964| CX5609 CLARK 2 RM 5                         15.563 METERS 11337     |
 EJ1964| EJ1968 CLARK RESET                          22.027 METERS 19142     |
 EJ1964| CX5607 CLARK 2 AZ MK                                      2844512.8 |
 EJ1964| CX5603 CLARK AZ MK                                        2853003.5 |
 EJ1964| CX5608 CLARK 2 RM 4                         16.565 METERS 29336     |
 EJ1964|---------------------------------------------------------------------|
 EJ1964
 EJ1964                          SUPERSEDED SURVEY CONTROL
 EJ1964
 EJ1964  NAD 83(1986)-  34 13 46.24662(N)    093 05 33.04909(W) AD(       ) 3
 EJ1964  NAD 27      -  34 13 45.91901(N)    093 05 32.41636(W) AD(       ) 3
 EJ1964
 EJ1964.Superseded values are not recommended for survey control.
 EJ1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1964.See file dsdata.txt to determine how the superseded data were derived.
 EJ1964
 EJ1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9147987608(NAD 83)
 EJ1964_MARKER: DS = TRIANGULATION STATION DISK
 EJ1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1964
 EJ1964  HISTORY     - Date     Condition        Report By
 EJ1964  HISTORY     - 1965     MONUMENTED       CGS
 EJ1964  HISTORY     - 1966     GOOD             CGS
 EJ1964  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1964
 EJ1964                          STATION DESCRIPTION
 EJ1964
 EJ1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AKH)
 EJ1964'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF BISMARK, ABOUT
 EJ1964'8 MILES NORTH-NORTHWEST OF ARKADELPHIA ON THE NORTH SIDE
 EJ1964'OF STATE HIGHWAY 7 IN A BUFFER ZONE BETWEEN HIGHWAY AND THE
 EJ1964'BARROW PIT IN CENTER OF SECTION 12, T 6 S, R 20 W AND ACROSS
 EJ1964'THE HIGHWAY NORTH FROM THE DEGRAY DAM AREA, 43 FEET NORTH
 EJ1964'OF THE CENTERLINE OF OLD HIGHWAY 7, 98 FEET NORTH, OF THE
 EJ1964'CENTER LINE OF NEW PROPSED STATE HIGHWAY 7, 13 FEET NORTH
 EJ1964'OF THE HIGHLINE WIRE, 13 FEET WEST OF THE CENTERLINE OF WOODS
 EJ1964'ROAD LEADING NORTH, 153 FEET WEST OF A POWER POLE, 1 FOOT
 EJ1964'NORTH OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED
 EJ1964'CLARK 2 1965, PROJECTS 6 INCHES.
 EJ1964'
 EJ1964'REFERENCE MARK NO. 4 IS 54.35 FEET WEST OF THE STATION,
 EJ1964'67 FEET WEST OF THE CENTERLINE OF WOODS ROAD LEADING NORTH,
 EJ1964'47 FEET NORTH OF THE CENTER LINE EXISTING STATE HIGHWAY 7,
 EJ1964'100 FEET NORTH OF THE CENTERLINE OF PROPOSED STATE HIGHWAY
 EJ1964'7, 18 FEET NORTH OF POWER LINE, 100 FEET EAST OF A POWER
 EJ1964'POLE, 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD
 EJ1964'DISK, STAMPED CLARK 2 NO. 4 1965, PROJECTS 4 INCHES.
 EJ1964'
 EJ1964'REFERENCE MARK NO. 5 IS 51.06 FEET EAST OF THE STATION AND
 EJ1964'ON LINE WITH STATION AND REFERENCE MARK NO. 4, 103 FEET WEST
 EJ1964'OF A POWER POLE, 36 FEET NORTH OF THE CENTERLINE OF OLD
 EJ1964'STATE HIGHWAY 7, 93 FEET NORTH OF THE CENTERLINE OF PROPOSED
 EJ1964'STATE HIGHWAY 7, 39 FEET EAST OF THE CENTER LINE OF WOODS
 EJ1964'ROAD LEADING NORTH, 2 FEET SOUTH OF A METAL WITNESS POST.
 EJ1964'A STANDARD DISK, STAMPED CLARK 2 NO. 5 1965, PROJECTS 4
 EJ1964'INCHES.
 EJ1964'
 EJ1964'THE DISTANCE BETWEEN REFERENCE MARK NO. 4 AND REFERENCE
 EJ1964'MARK NO. 5 IS 105.41 FEET.
 EJ1964'
 EJ1964'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION ON THE
 EJ1964'FIRST RIDGE WEST OF THE STATION IN A WOODED AREA SOUTH OF
 EJ1964'THE ROAD, ON THE NORTH SLOPE OF THE HILL ABOUT 100 FEET SOUTH
 EJ1964'OF THE ROAD, 2 FEET SOUTH OF A METAL WITNESS POST.  A STANDARD
 EJ1964'DISK, STAMPED CLARK 2 1965, PROJECTS 4 INCHES.
 EJ1964'
 EJ1964'TO REACH THE AZIMUTH FROM THE STATION GO WEST FOR 0.3 MILE
 EJ1964'TO THE MARK ON THE LEFT.
 EJ1964'
 EJ1964'TO REACH THE STATION FROM THE POST OFFICE IN ARKADELPHIA,
 EJ1964'GO NORTH ON U.S. HIGHWAY 67 AND STATE HIGHWAY 7 FOR 4.2
 EJ1964'MILES TO THE JUNCTION OF THE HIGHWAYS, TAKE LEFT FORK AND
 EJ1964'GO NORTHWEST ON STATE HIGHWAY 7 FOR 3.6 MILES TO THE STATION
 EJ1964'ON THE RIGHT.
 EJ1964
 EJ1964                          STATION RECOVERY (1966)
 EJ1964
 EJ1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EJ1964'STATION WAS VISITED 5/5/66 AND THE STATION MARK, REFERENCE
 EJ1964'MARK 4 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 EJ1964'REFERENCE MARK 5 WAS FOUND DESTROYED DUE TO NEW CONSTRUCTION
 EJ1964'AND REFERENCE MARK 6 WAS ESTABLISHED AT THIS DATE.  A COMPLETE
 EJ1964'NEW DESCRIPTION FOLLOWS--
 EJ1964'
 EJ1964'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF BISMARK,
 EJ1964'8 MILES NORTH-NORTHWEST OF ARKADELPHIA, ON THE NORTH SIDE
 EJ1964'OF STATE HIGHWAY 7, IN THE CENTER OF SECTION 12, T6S, R 20 W,
 EJ1964'IN A BUFFER ZONE BETWEEN STATE HIGHWAY 7 AND A LARGE BORROW
 EJ1964'PIT AND ACROSS THE HIGHWAY FROM THE DEGRAY DAM AREA.
 EJ1964'
 EJ1964'STATION MARK IS A STANDARD DISK, STAMPED CLARK 2 1965, SET
 EJ1964'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 EJ1964'IT IS 153 FEET WEST OF A POWER POLE, 98 FEET NORTH OF THE
 EJ1964'CENTERLINE OF NEW STATE HIGHWAY 7, 43 FEET NORTH OF THE
 EJ1964'CENTERLINE OF OLD STATE HIGHWAY 7, 13 FEET NORTH OF A POWER
 EJ1964'LINE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EJ1964'
 EJ1964'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CLARK 2 NO 4
 EJ1964'1965, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 EJ1964'ABOVE THE GROUND.  IT IS 100 FEET NORTH OF THE CENTERLINE
 EJ1964'OF NEW HIGHWAY 7, 100 FEET EAST OF A POWER POLE, 47 FEET
 EJ1964'NORTH OF THE CENTERLINE OF OLD HIGHWAY 7, 18 FEET NORTH
 EJ1964'OF A POWER LINE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EJ1964'
 EJ1964'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED CLARK 2 NO 6
 EJ1964'1965, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 EJ1964'ABOVE THE GROUND.  IT IS 32 FEET NORTH OF THE CENTERLINE
 EJ1964'OF OLD HIGHWAY 7, 17 FEET WEST-NORTHWEST OF A POWER POLE AND
 EJ1964'1 FOOT NORTHEAST OF A METAL WITNESS POST.
 EJ1964'
 EJ1964'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLARK 2 1965, SET IN THE
 EJ1964'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 EJ1964'IT IS 0.3 MILE WEST OF THE STATION ON THE FIRST RIDGE TO THE
 EJ1964'WEST OF THE STATION, IN A WOODED AREA ON THE NORTH SLOPE OF THE
 EJ1964'HILL, 100 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 2 FEET
 EJ1964'SOUTH OF A METAL WITNESS POST.
 EJ1964'
 EJ1964'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3
 EJ1964'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 EJ1964'
 EJ1964'TO REACH THE STATION FROM THE POST OFFICE IN ARKADELPHIA,
 EJ1964'GO NORTH ON U.S. HIGHWAY 67 AND STATE HIGHWAY 7 FOR 4.2
 EJ1964'MILES TO THE JUNCTION OF THE HIGHWAYS, TAKE THE LEFT FORK,
 EJ1964'STATE HIGHWAY 7, AND GO NORTHWEST FOR 1.6 MILES TO THE STATION
 EJ1964'ON THE RIGHT AS DESCRIBED.
 EJ1964'
 EJ1964'THE DISTANCE BETWEEN REFERENCE MARK 4 AND REFERENCE MARK
 EJ1964'6 IS 190.31 FEET.
 EJ1964
 EJ1964                          STATION RECOVERY (1998)
 EJ1964
 EJ1964'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1968 ***********************************************************************
 EJ1968  DESIGNATION -  CLARK RESET
 EJ1968  PID         -  EJ1968
 EJ1968  STATE/COUNTY-  AR/CLARK
 EJ1968  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1968
 EJ1968                         *CURRENT SURVEY CONTROL
 EJ1968  ___________________________________________________________________
 EJ1968* NAD 83(1997)-  34 13 45.53649(N)    093 05 33.23192(W)     ADJUSTED  
 EJ1968* NAVD 88     -       174.49   (+/-2cm)     572.5    (feet)  VERTCON   
 EJ1968  ___________________________________________________________________
 EJ1968  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 EJ1968  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EJ1968
 EJ1968  HORZ ORDER  -  FIRST
 EJ1968  VERT ORDER  -  THIRD ? (See Below)
 EJ1968
 EJ1968.The horizontal coordinates were established by classical geodetic methods
 EJ1968.and adjusted by the National Geodetic Survey in September 1999..
 EJ1968
 EJ1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1968.The vertical order pertains to the NGVD 29 superseded value.
 EJ1968
 EJ1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1968
 EJ1968.The geoid height was determined by GEOID03.
 EJ1968
 EJ1968;                    North         East     Units Scale Factor Converg.
 EJ1968;SPC AR S     -   573,854.609   299,345.247   MT  0.99992423   -0 36 41.4
 EJ1968;SPC AR S     - 1,882,721.33    982,101.86   sFT  0.99992423   -0 36 41.4
 EJ1968;UTM  15      - 3,787,586.396   491,474.913   MT  0.99960090   -0 03 07.4
 EJ1968
 EJ1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1968!SPC AR S     -   0.99997684  x   0.99992423  =   0.99990107
 EJ1968!UTM  15      -   0.99997684  x   0.99960090  =   0.99957775
 EJ1968
 EJ1968|---------------------------------------------------------------------|
 EJ1968| PID    Reference Object                     Distance      Geod. Az  |
 EJ1968|                                                           dddmmss.s |
 EJ1968| CX5604 CLARK RM 1                           22.250 METERS 00353     |
 EJ1968| EJ1964 CLARK 2                              22.027 METERS 01142     |
 EJ1968| EJ1158 R 151                                24.622 METERS 04409     |
 EJ1968| CX5605 CLARK RM 2                           20.360 METERS 10704     |
 EJ1968| EJ1846 ARKANSAS FORESTRY COMM LOT 56       APPROX.23.4 KM 1211455.8 |
 EJ1968| EJ1967 ARKADELPHIA OUACITA COLL ADM        APPROX.12.1 KM 1614044.3 |
 EJ1968| EJ1979 ARKADELPHIA FED COMP WHSE TANK      APPROX.13.4 KM 1650047.6 |
 EJ1968| EJ1972 ARKADELPHIA REA COOP RADIO TWR      APPROX.14.0 KM 1662549.3 |
 EJ1968| EJ1971 ARKADELPHIA MUNICIPAL TANK          APPROX.12.3 KM 1691545.5 |
 EJ1968| CX5606 CLARK RM 3                           26.612 METERS 26334     |
 EJ1968| CX5603 CLARK AZ MK                                        2891937.0 |
 EJ1968|---------------------------------------------------------------------|
 EJ1968
 EJ1968                          SUPERSEDED SURVEY CONTROL
 EJ1968
 EJ1968  NAD 83(1986)-  34 13 45.54662(N)    093 05 33.22367(W) AD(       ) 1
 EJ1968  NAD 27      -  34 13 45.21900(N)    093 05 32.59100(W) AD(       ) 1
 EJ1968  NGVD 29 (07/19/86)  174.50   (m)          572.5    (f) LEVELING    3  
 EJ1968
 EJ1968.Superseded values are not recommended for survey control.
 EJ1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1968.See file dsdata.txt to determine how the superseded data were derived.
 EJ1968
 EJ1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9147587586(NAD 83)
 EJ1968_MARKER: DS = TRIANGULATION STATION DISK
 EJ1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1968_STAMPING: CLARK 1940 1957
 EJ1968_PROJECTION: RECESSED 15 CENTIMETERS
 EJ1968
 EJ1968  HISTORY     - Date     Condition        Report By
 EJ1968  HISTORY     - 1957     MONUMENTED       CGS
 EJ1968  HISTORY     - 1965     SEE DESCRIPTION  CGS
 EJ1968  HISTORY     - 19980425 GOOD             USPSQD
 EJ1968
 EJ1968                          STATION DESCRIPTION
 EJ1968
 EJ1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1968'THE SUB-SURFACE STATION MARK, REFERENCE MARK NO. 1 AND THE
 EJ1968'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  REFERENCE MARK
 EJ1968'NO. 2 WAS NOT RECOVERED AND A NEW REFERENCE MARK NO. 3 WAS
 EJ1968'ESTABLISHED.  THE SUB-SURFACE STATION MARK WAS LOWERED ABOUT
 EJ1968'3 FEET AND A NEW SURFACE STATION MARK WAS ESTABLISHED.  REFERENCE
 EJ1968'MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 EJ1968'CONDITION.
 EJ1968'
 EJ1968'FOLLOWING IS A NEW DESCRIPTION--
 EJ1968'
 EJ1968'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF BISMARCK
 EJ1968'AND ABOUT 8 MILES NORTH-NORTHWEST OF ARKADELPHIA IN A GRAVELED
 EJ1968'AREA ALONG THE ROAD RIGHT-OF-WAY, 88 FEET EAST-NORTHEAST
 EJ1968'OF A WITNESS POST, 60 FEET SOUTH OF A BOARD GATE AND 30
 EJ1968'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 7.  THE MARK IS
 EJ1968'STAMPED CLARK 1940 1957 AND IS 6 INCHES BELOW THE GROUND
 EJ1968'SURFACE.
 EJ1968'
 EJ1968'REFERENCE MARK NO. 1 IS NEAR THE SOUTH END OF A FIELD, 41
 EJ1968'FEET NORTH OF THE CENTER OF THE HIGHWAY, 17 FEET NORTHWEST
 EJ1968'OF THE WEST END OF A BOARD GATE AND 11 FEET NORTH OF AN
 EJ1968'EAST-WEST FENCE.  IT IS STAMPED CLARK NO 1 1940 AND PROJECTS
 EJ1968'4 INCHES.
 EJ1968'
 EJ1968'REFERENCE MARK NO. 3 IS AT THE WEST END OF THE GRAVELED
 EJ1968'AREA, 67 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 3 FEET
 EJ1968'EAST OF A WITNESS POST.  IT IS STAMPED CLARK NO 3 1940 1957
 EJ1968'AND PROJECTS 3 INCHES.
 EJ1968'
 EJ1968'BENCH MARK R 151 IS NEAR THE SOUTH END OF A FIELD, 43 FEET
 EJ1968'NORTH OF THE CENTER OF THE HIGHWAY, 34 FEET EAST-NORTHEAST
 EJ1968'OF THE EAST END OF A BOARD GATE AND 13 FEET NORTH OF AN
 EJ1968'EAST-WEST FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF
 EJ1968'A 6 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND
 EJ1968'IT IS STAMPED R 151 1935.
 EJ1968'
 EJ1968'THE AZIMUTH MARK IS ALONG THE ROAD RIGHT-OF-WAY, 36 FEET
 EJ1968'SOUTH OF THE CENTER OF STATE HIGHWAY 7 AND 25 FEET WEST
 EJ1968'OF THE CENTER OF A TRACK ROAD.  IT IS STAMPED CLARK 1940
 EJ1968'AND PROJECTS 6 INCHES.
 EJ1968'
 EJ1968'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 EJ1968'AND STATE HIGHWAYS 51, 26 AND 7, JUST NORTHWEST OF THE POST
 EJ1968'OFFICE IN ARKADELPHIA, GO NORTH ON U.S. HIGHWAY 67 AND STATE
 EJ1968'HIGHWAY 7 FOR 4.2 MILES TO JUNCTION OF HIGHWAYS, TURN LEFT
 EJ1968'AND GO NORTHWEST AND WEST ON STATE HIGHWAY 7 FOR 3.6 MILES
 EJ1968'TO A BOARD GATE ON THE RIGHT AND STATION ON LEFT AS DESCRIBED.
 EJ1968'CONTINUE WEST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 EJ1968'AS DESCRIBED.
 EJ1968
 EJ1968                          STATION RECOVERY (1965)
 EJ1968
 EJ1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 EJ1968'THE STATION WAS VISITED 10-14-65.  THE STATION, REFERENCE
 EJ1968'MARK NO. 3 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 EJ1968'REFERENCE MARK NO. 1 AND BENCH MARK R 151 WERE FOUND DISTURBED.
 EJ1968'REFERENCE MARK NO. 1 WAS USED FOR REFERENCE MARK NO. 4 FOR
 EJ1968'NEW STATION.
 EJ1968'
 EJ1968'THE STATION WAS MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION.
 EJ1968'THIS WAS DONE BY ESTABLISHING STATION CLARK 2 1965, 22 METERS
 EJ1968'NORTH OF THE STATION.
 EJ1968'
 EJ1968'THE AZIMUTH MARK WAS ALSO RESET AT THIS DATE AND USED FOR
 EJ1968'STATION CLARK 2 1965.
 EJ1968'
 EJ1968'REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE ESTABLISHED
 EJ1968'AT THIS DATE.
 EJ1968'
 EJ1968'REFERENCE MARK NO. 3 WAS DESTROYED AND DISK RECLAIMED.
 EJ1968'
 EJ1968'SEE DESCRIPTION FOR CLARK 2 1965.
 EJ1968
 EJ1968                          STATION RECOVERY (1998)
 EJ1968
 EJ1968'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1950 ***********************************************************************
 FF1950  DESIGNATION -  CLARKEDALE JERICHO MUN TANK
 FF1950  PID         -  FF1950
 FF1950  STATE/COUNTY-  AR/CRITTENDEN
 FF1950  USGS QUAD   -  JERICHO (1993)
 FF1950
 FF1950                         *CURRENT SURVEY CONTROL
 FF1950  ___________________________________________________________________
 FF1950* NAD 83(1997)-  35 17 54.86979(N)    090 12 03.63318(W)     ADJUSTED  
 FF1950* NAVD 88     -                                                        
 FF1950  ___________________________________________________________________
 FF1950  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FF1950  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1950
 FF1950  HORZ ORDER  -  THIRD
 FF1950
 FF1950.The horizontal coordinates were established by classical geodetic methods
 FF1950.and adjusted by the National Geodetic Survey in September 1999..
 FF1950
 FF1950
 FF1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1950
 FF1950.The geoid height was determined by GEOID03.
 FF1950
 FF1950;                    North         East     Units Scale Factor Converg.
 FF1950;SPC AR N     -   108,579.834   563,610.238   MT  0.99994829   +1 02 48.6
 FF1950;SPC AR N     -   356,232.34  1,849,111.26   sFT  0.99994829   +1 02 48.6
 FF1950;SPC TN       -   115,293.337   218,016.289   MT  0.99999178   -2 27 34.0
 FF1950;SPC TN       -   378,258.22    715,275.11   sFT  0.99999178   -2 27 34.0
 FF1950;UTM  15      - 3,909,748.653   754,515.207   MT  1.00039839   +1 37 05.6
 FF1950
 FF1950                          SUPERSEDED SURVEY CONTROL
 FF1950
 FF1950  NAD 83(1997)-  35 17 54.87011(N)    090 12 03.63315(W) AD(       ) 4
 FF1950  NAD 83(1997)-  35 17 54.87790(N)    090 12 03.63560(W) AD(       ) 4
 FF1950  NAD 83(1986)-  35 17 54.88084(N)    090 12 03.63419(W) AD(       ) 4
 FF1950  NAD 27      -  35 17 54.56641(N)    090 12 03.29473(W) AD(       ) 3
 FF1950
 FF1950.Superseded values are not recommended for survey control.
 FF1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1950.See file dsdata.txt to determine how the superseded data were derived.
 FF1950
 FF1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5451509749(NAD 83)
 FF1950_MARKER: 51 = TANK
 FF1950
 FF1950  HISTORY     - Date     Condition        Report By
 FF1950  HISTORY     - 1979     FIRST OBSERVED   NGS
 FF1950
 FF1950                          STATION DESCRIPTION
 FF1950
 FF1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1950'THE STATION, CLARKEDALE JERICHO MUNICIPAL TANK, IS THE APEX
 FF1950'OF VENT.  IT HAS A CYLINDRICAL BODY, DOME SHAPED TOP, HEMISPHERICAL
 FF1950'BOTTOM, 4 TUBULAR LEGS, IS SILVER IN COLOR AND 38 METERS IN
 FF1950'HEIGHT.  IT HAS CLARKEDALE-JERICHO PAINTED ON THE EAST SIDE AND
 FF1950'IS OWNED BY THE COMMUNITIES OF CLARKEDALE AND JERICHO.
 FF1950'
 FF1950'THE STATION IS LOCATED
 FF1950'3.3 KM EAST-SOUTHEAST OF CLARKEDALE AND 2.7 KM
 FF1950'EAST-NORTHEAST OF JERICHO.  IT IS 30 METERS WEST OF THE
 FF1950'CENTERLINE OF FIFTEEN MILE BAYOU ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2074 ***********************************************************************
 FF2074  DESIGNATION -  CLARKS
 FF2074  PID         -  FF2074
 FF2074  STATE/COUNTY-  AR/ST FRANCIS
 FF2074  USGS QUAD   -  ROUND POND (1992)
 FF2074
 FF2074                         *CURRENT SURVEY CONTROL
 FF2074  ___________________________________________________________________
 FF2074* NAD 83(1997)-  35 07 26.19496(N)    090 36 48.19766(W)     ADJUSTED  
 FF2074* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 FF2074  ___________________________________________________________________
 FF2074  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FF2074  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF2074
 FF2074  HORZ ORDER  -  THIRD
 FF2074
 FF2074.The horizontal coordinates were established by classical geodetic methods
 FF2074.and adjusted by the National Geodetic Survey in September 1999..
 FF2074
 FF2074.The orthometric height was scaled from a topographic map.
 FF2074
 FF2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2074
 FF2074.The geoid height was determined by GEOID03.
 FF2074
 FF2074;                    North         East     Units Scale Factor Converg.
 FF2074;SPC AR N     -    88,601.448   526,381.861   MT  0.99996800   +0 48 24.7
 FF2074;SPC AR N     -   290,686.58  1,726,971.16   sFT  0.99996800   +0 48 24.7
 FF2074;UTM  15      - 3,889,394.868   717,474.804   MT  1.00018291   +1 22 25.2
 FF2074
 FF2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2074!SPC AR N     -   0.99999469  x   0.99996800  =   0.99996269
 FF2074!UTM  15      -   0.99999469  x   1.00018291  =   1.00017759
 FF2074
 FF2074|---------------------------------------------------------------------|
 FF2074| PID    Reference Object                     Distance      Geod. Az  |
 FF2074|                                                           dddmmss.s |
 FF2074| CI4120 CLARKS RM 1                          32.906 METERS 20257     |
 FF2074| CI4119 CLARKS AZ MK                                       2703749.7 |
 FF2074| FF2073 N 12 115                              7.763 METERS 27403     |
 FF2074|---------------------------------------------------------------------|
 FF2074
 FF2074                          SUPERSEDED SURVEY CONTROL
 FF2074
 FF2074  NAD 83(1997)-  35 07 26.19944(N)    090 36 48.19569(W) AD(       ) 3
 FF2074  NAD 83(1997)-  35 07 26.20439(N)    090 36 48.19634(W) AD(       ) 3
 FF2074  NAD 83(1986)-  35 07 26.20514(N)    090 36 48.19710(W) AD(       ) 3
 FF2074  NAD 27      -  35 07 25.87890(N)    090 36 47.81400(W) AD(       ) 3
 FF2074
 FF2074.Superseded values are not recommended for survey control.
 FF2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2074.See file dsdata.txt to determine how the superseded data were derived.
 FF2074
 FF2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1747589395(NAD 83)
 FF2074_MARKER: DS = TRIANGULATION STATION DISK
 FF2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2074
 FF2074  HISTORY     - Date     Condition        Report By
 FF2074  HISTORY     - 1954     MONUMENTED       CGS
 FF2074  HISTORY     - 1989     MARK NOT FOUND   USE
 FF2074
 FF2074                          STATION DESCRIPTION
 FF2074
 FF2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2074'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF FORREST
 FF2074'CITY, 50 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A BARN,
 FF2074'27 FEET NORTHWEST OF A FENCE CORNER, 26 FEET NORTHEAST OF THE
 FF2074'CENTER OF A GRAVELED ROAD, 24 FEET SOUTHWEST OF THE SOUTHEAST
 FF2074'CORNER OF THE BARN AND 4 FEET EAST OF A WITNESS POST.  IT
 FF2074'PROJECTS 2 INCHES AND IS STAMPED CLARKS 1954.
 FF2074'
 FF2074'REFERENCE MARK NO. 1 IS 81 FEET SOUTHWEST OF THE CENTER OF THE
 FF2074'GRAVELED ROAD, 19 FEET NORTHWEST OF A WELL AND 2 FEET EAST OF
 FF2074'THE SOUTHEAST CORNER OF A HOUSE.  IT PROJECTS 6 INCHES AND IS
 FF2074'STAMPED CLARKS NO 1 1954.
 FF2074'
 FF2074'A STANDARD U.S. ENGINEERS MARK, WHICH WAS USED FOR REFERENCE
 FF2074'MARK NO. 2, IS 44 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FF2074'BARN, 27 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BARN AND
 FF2074'17 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD.  THE
 FF2074'DISK IS BRAZED TO THE TOP OF AN IRON PIPE ABOUT 3 INCHES IN
 FF2074'DIAMETER, IT PROJECTS 2 INCHES AND IS STAMPED N-12-115.
 FF2074'
 FF2074'THE AZIMUTH MARK IS 43 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FF2074'OF A HOUSE, 23 FEET NORTH OF THE CENTER OF THE ROAD AND 2
 FF2074'FEET EAST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS
 FF2074'STAMPED CLARKS 1954.
 FF2074'
 FF2074'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY
 FF2074'GO SOUTH ON STATE HIGHWAY 1 FOR 0.1 MILE TO THE JUNCTION WITH
 FF2074'U.S. HIGHWAY 70, TURN LEFT AND GO NORTHEASTERLY ON U.S. HIGHWAY
 FF2074'70 FOR 12.0 MILES TO A STORE AND CROSSROADS, TURN LEFT AND GO
 FF2074'NORTH ON THE GRAVELED ROAD FOR 2.0 MILES TO A T ROAD JUNCTION
 FF2074'KNOWN AS CLARKS CORNER, TURN LEFT AND GO 0.05 MILE TO THE
 FF2074'STATION ON THE RIGHT AS DESCRIBED.
 FF2074'
 FF2074'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.3 MILE
 FF2074'TO THE AZIMUTH MARK ON THE RIGHT.
 FF2074'
 FF2074'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF2074
 FF2074                          STATION RECOVERY (1989)
 FF2074
 FF2074'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FF2074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1619 ***********************************************************************
 FG1619  DESIGNATION -  CLARKSVILLE
 FG1619  PID         -  FG1619
 FG1619  STATE/COUNTY-  AR/JOHNSON
 FG1619  USGS QUAD   -  CLARKSVILLE (1993)
 FG1619
 FG1619                         *CURRENT SURVEY CONTROL
 FG1619  ___________________________________________________________________
 FG1619* NAD 83(1997)-  35 28 16.17605(N)    093 28 59.67398(W)     ADJUSTED  
 FG1619* NAVD 88     -       139.161  (meters)     456.56   (feet)  ADJUSTED  
 FG1619  ___________________________________________________________________
 FG1619  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 FG1619  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FG1619  DYNAMIC HT  -         139.033 (meters)     456.14  (feet)  COMP
 FG1619  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 FG1619
 FG1619  HORZ ORDER  -  SECOND
 FG1619  VERT ORDER  -  FIRST     CLASS II
 FG1619
 FG1619.The horizontal coordinates were established by classical geodetic methods
 FG1619.and adjusted by the National Geodetic Survey in September 1999..
 FG1619
 FG1619.The orthometric height was determined by differential leveling
 FG1619.and adjusted by the National Geodetic Survey in June 1991..
 FG1619
 FG1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1619
 FG1619.The geoid height was determined by GEOID03.
 FG1619
 FG1619.The dynamic height is computed by dividing the NAVD 88
 FG1619.geopotential number by the normal gravity value computed on the
 FG1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1619.degrees latitude (g = 980.6199 gals.).
 FG1619
 FG1619.The modeled gravity was interpolated from observed gravity values.
 FG1619
 FG1619;                    North         East     Units Scale Factor Converg.
 FG1619;SPC AR N     -   127,245.845   265,391.656   MT  0.99993787   -0 51 47.2
 FG1619;SPC AR N     -   417,472.41    870,705.79   sFT  0.99993787   -0 51 47.2
 FG1619;UTM  15      - 3,925,402.245   456,157.384   MT  0.99962369   -0 16 49.5
 FG1619
 FG1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1619!SPC AR N     -   0.99998273  x   0.99993787  =   0.99992060
 FG1619!UTM  15      -   0.99998273  x   0.99962369  =   0.99960642
 FG1619
 FG1619|---------------------------------------------------------------------|
 FG1619| PID    Reference Object                     Distance      Geod. Az  |
 FG1619|                                                           dddmmss.s |
 FG1619| CI1463 CLARKSVILLE RM 1                     35.086 METERS 01144     |
 FG1619| FG1618 CLARKSVILLE AZ MK                                  0860627.5 |
 FG1619| CI1464 CLARKSVILLE RM 2                     33.581 METERS 10022     |
 FG1619| FG1869 CLARKSVILLE MUN TANK                140.441 METERS 15634     |
 FG1619| FG1620 CLARKSVILLE RM 3                     11.984 METERS 26609     |
 FG1619| FG1621 CLARKSVILLE RM 4                     27.510 METERS 35641     |
 FG1619|---------------------------------------------------------------------|
 FG1619
 FG1619                          SUPERSEDED SURVEY CONTROL
 FG1619
 FG1619  NAD 83(1997)-  35 28 16.18711(N)    093 28 59.67267(W) AD(       ) 2
 FG1619  NAD 83(1986)-  35 28 16.18634(N)    093 28 59.67135(W) AD(       ) 2
 FG1619  NAD 27      -  35 28 15.88500(N)    093 28 59.00600(W) AD(       ) 2
 FG1619
 FG1619.Superseded values are not recommended for survey control.
 FG1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1619.See file dsdata.txt to determine how the superseded data were derived.
 FG1619
 FG1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5615725402(NAD 83)
 FG1619_MARKER: DS = TRIANGULATION STATION DISK
 FG1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1619_SP_SET: CONCRETE POST
 FG1619_STAMPING: CLARKSVILLE 1940
 FG1619_MARK LOGO: CGS   
 FG1619_PROJECTION: PROJECTING 10 CENTIMETERS
 FG1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1619+STABILITY: SURFACE MOTION
 FG1619
 FG1619  HISTORY     - Date     Condition        Report By
 FG1619  HISTORY     - 1940     MONUMENTED       CGS
 FG1619  HISTORY     - 1971     GOOD             NGS
 FG1619  HISTORY     - 1971     GOOD             NGS
 FG1619  HISTORY     - 1984     GOOD             NGS
 FG1619  HISTORY     - 1987     GOOD             USPSQD
 FG1619  HISTORY     - 1989     GOOD             USPSQD
 FG1619  HISTORY     - 1990     GOOD             USPSQD
 FG1619
 FG1619                          STATION DESCRIPTION
 FG1619
 FG1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1619'STATION IS LOCATED ON A LOW HILL ON THE W SIDE OF CLARKSVILLE.
 FG1619'THE MARK IS SET 110 FEET W OF THE NW CORNER OF THE BALL PARK
 FG1619'FENCE.  IT PROJECTS 6 INCHES AND THE DISK IS STAMPED CLARKSVILLE
 FG1619'1940.
 FG1619'
 FG1619'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1619'DISKS SET IN CONCRETE.
 FG1619'
 FG1619'REFERENCE MARK NO.1 IS N OF THE STATION, 32 FEET W OF THE
 FG1619'CENTER LINE OF THE DIRT ROAD.  THE MARK PROJECTS 6 INCHES,
 FG1619'AND THE DISK IS STAMPED CLARKSVILLE NO.1, 1940.
 FG1619'
 FG1619'REFERENCE MARK NO.2 IS ESE OF THE STATION, 1 FOOT W OF THE
 FG1619'BALL PARK FENCE, AND 27 FEET S OF THE NW CORNER OF THE FENCE.
 FG1619'THE DISK IS STAMPED CLARKSVILLE NO.2, 1940.
 FG1619'
 FG1619'THE AZIMUTH MARK IS 0.2 MILE E OF THE STATION, 32 FEET S OF
 FG1619'THE CENTER LINE OF U.S. HIGHWAY 64, 24 FEET W OF THE CENTER
 FG1619'LINE OF A CROSS STREET, AND 55 FEET WNW OF THE NW CORNER
 FG1619'OF CHARLES MC DANIELS RESIDENCE.  THE DISK IS STAMPED CLARKSVILLE
 FG1619'1940.
 FG1619'
 FG1619'TO REACH THE STATION FROM THE RAILROAD STATION IN CLARKSVILLE
 FG1619'GO W ON U.S. HIGHWAY 64 FOR 0.8 MILE TO CLARKSVILLE WELDING
 FG1619'AND MACHINE WORKS ON THE RIGHT AND A DIRT ROAD ON THE LEFT,
 FG1619'TURN LEFT AND GO 0.1 MILE TO THE NW CORNER OF THE BALL PARK
 FG1619'AND THE STATION 48 FEET W OF THE CENTER LINE OF THE DIRT
 FG1619'ROAD.
 FG1619'
 FG1619'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 FG1619
 FG1619                          STATION RECOVERY (1971)
 FG1619
 FG1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1619'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 FG1619'WERE RECOVERED.  REFERENCE MARK 1 WAS NOT RECOVERED.  REFERENCE
 FG1619'MARK 2 WAS REPORTED TO HAVE BEEN DISTURBED BY MACHINERY.  THE
 FG1619'DISTANCE AND DIRECTION TO REFERENCE MARK 2 WAS NOT CHECKED,
 FG1619'MOBILE HOME ON LINE.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 FG1619'FOLLOWING IS A NEW DESCRIPTION.
 FG1619'
 FG1619'THE STATION IS IN THE WEST EDGE OF CLARKSVILLE IN THE NORTHWEST
 FG1619'1/4 OF SECTION 6, T. 9 N., R. 23 W., IN THE WEST EDGE OF
 FG1619'A TRAILER PARK OWNED BY W.R. YARBROUGH.
 FG1619'
 FG1619'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 FG1619'SQUARE IN CLARKSVILLE, GO WEST ON MAIN STREET, (U.S. HIGHWAY
 FG1619'64) FOR 0.7 MILE TO THE JUNCTION WITH CRAWFORD STREET ON
 FG1619'THE LEFT AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE
 FG1619'ROADS.  CONTINUE WEST ON MAIN STREET FOR 0.15 MILE TO A FORK
 FG1619'AND THE JUNCTION WITH WEST MAIN STREET.  BEAR LEFT AND
 FG1619'CONTINUE WEST ON WEST MAIN STREET FOR 0.1 MILE TO THE JUNCTION
 FG1619'WITH CARLTON STREET ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 FG1619'CARLTON STREET FOR ABOUT 100 FEET TO THE STATION ON THE LEFT.
 FG1619'
 FG1619'STATION MARK IS A STANDARD DISK, STAMPED CLARKSVILLE 1940,
 FG1619'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, THAT
 FG1619'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 82.3 FEET
 FG1619'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE,
 FG1619'73.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE
 FG1619'AND 20.0 FEET EAST OF THE CENTER OF CARLTON STREET.
 FG1619'
 FG1619'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLARKSVILLE NO
 FG1619'2 1940, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 FG1619'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 129.5 FEET
 FG1619'EAST OF THE CENTER OF CARLTON STREET, 6.0 FEET WEST OF A
 FG1619'7 FEET HIGH FENCE AROUND A BALL PARK AND ABOUT THE SAME ELEVATION
 FG1619'AS THE STATION.
 FG1619'
 FG1619'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CLARKSVILLE NO
 FG1619'3 1940 1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FG1619'MONUMENT, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.0
 FG1619'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE,
 FG1619'19.0 FEET WEST OF THE CENTER OF CARLTON STREET, 2.6 FEET EAST
 FG1619'OF A POWER LINE POLE AND ABOUT THE SAME ELEVATION AS THE
 FG1619'STATION.
 FG1619'
 FG1619'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CLARKSVILLE NO 4
 FG1619'1940 1971, CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF
 FG1619'CARLTON STREET.  IT 59.7 FEET NORTHEAST OF THE NORTHEAST
 FG1619'CORNER OF THE BRICK HOUSE, 33.0 FEET SOUTH OF THE CENTER
 FG1619'OF WEST MAIN STREET, 13.0 FEET EAST OF THE CENTER OF CARLTON
 FG1619'STREET AND ABOUT 2 FEET LOWER THAN THE STATION.
 FG1619'
 FG1619'AZIMUTH MARK IS A STANDARD DISK, THE MARK IS OBLITERATED
 FG1619'AND THE STAMPING IS NOT LEGIBLE, SET IN THE TOP OF A 12-INCH
 FG1619'SQUARE CONCRETE MONUMENT, THAT PROJECTS 3 INCHES ABOVE THE
 FG1619'GROUND.  IT IS 39.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FG1619'HOUSE NUMBER 1401, 31.0 FEET SOUTH OF THE CENTER OF MAIN
 FG1619'STREET (U.S. HIGHWAY 64), AND 20.0 FEET WEST OF THE CENTER
 FG1619'OF CRAWFORD STREET.
 FG1619'
 FG1619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN CLARKSVILLE
 FG1619
 FG1619                          STATION RECOVERY (1971)
 FG1619
 FG1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WGT)
 FG1619'THE STATION, R. M. NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AND
 FG1619'FOUND IN GOOD CONDITION.  THE STATION IS AT A MOBILE HOME COURT OWNED
 FG1619'BY MR. W. R. YARBROUGH WHO LIVES ON THE NORTH SIDE OF U. S.
 FG1619'HIGHWAY 64 ABOUT 0.1 MILE NORTH OF THE STATION.
 FG1619'
 FG1619'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT HOUSE
 FG1619'SQUARE, GO WEST ON U. S. HIGHWAY 64 FOR 0.85 MILE TO FORKS, TAKE
 FG1619'LEFT FORK AND CONTINUE WEST FOR 0.15 MILE TO A STREET ON THE LEFT,
 FG1619'TURN LEFT FOR ABOUT 100 FEET TO THE STATION ON THE LEFT.
 FG1619'
 FG1619'THE STATION MARK IS ABOUT 100 FEET SOUTH OF THE CURB ON THE SOUTH
 FG1619'SIDE OF THE EAST-WEST STREET AND 21 FEET EAST OF CENTER OF
 FG1619'NORTH-SOUTH STREET.
 FG1619'
 FG1619'R. M. NO. 1 NOT RECOVERED AND DISTANCE PUTS THE SITE UNDER THE
 FG1619'EAST-WEST SURFACED STREET.
 FG1619'
 FG1619'R. M. NO. 2 101 FEET EAST-SOUTHEAST OF THE STATION AND 6 FEET WEST OF
 FG1619'FENCE AROUND BALL PARK.
 FG1619'
 FG1619'AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF U. S.
 FG1619'HIGHWAY 64 AND CRAWFORD STREET.
 FG1619'
 FG1619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLARKSVILLE.
 FG1619
 FG1619                          STATION RECOVERY (1984)
 FG1619
 FG1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1619'IN CLARKSVILLE.
 FG1619'1.3 KM (0.8 MI) WEST ALONG U. S. HIGHWAY 64 (WEST MAIN STREET) FROM
 FG1619'THE COURTHOUSE IN CLARKSVILLE, THENCE 0.2 KM (0.1 MI) WEST ON CLINE
 FG1619'STREET AT THE INTERSECTION OF CARLTON STREET, ABOUT 90.0 FEET SOUTH OF
 FG1619'THE CENTERLINE OF CLINE STREET ON THE EAST SIDE OF CARLTON STREET,
 FG1619'6.4 METERS (21.0 FT) EAST OF THE CENTERLINE OF CARLTON STREET,
 FG1619'12.8 METERS (42.0 FT) EAST AND ACROSS THE STREET FROM A POWERLINE POLE
 FG1619'WITH A STREET LIGHT, 10.97 METERS (36.0 FT)EAST-SOUTHEAST OF THE
 FG1619'SOUTHEAST CORNER OF A TWO BOARD FENCE, AND 6.09 METERS (20.5 FT) WEST
 FG1619'OF THE NORTHWEST CORNER OF A TRAILER AT 103 SOUTH CARLTON STREET.
 FG1619'THE MARK IS ABOVE LEVEL WITH CARLTON STREET.
 FG1619
 FG1619                          STATION RECOVERY (1987)
 FG1619
 FG1619'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1619'RECOVERED IN GOOD CONDITION.
 FG1619
 FG1619                          STATION RECOVERY (1989)
 FG1619
 FG1619'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1619'RECOVERED IN GOOD CONDITION.
 FG1619
 FG1619                          STATION RECOVERY (1990)
 FG1619
 FG1619'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1618 ***********************************************************************
 FG1618  DESIGNATION -  CLARKSVILLE AZ MK
 FG1618  PID         -  FG1618
 FG1618  STATE/COUNTY-  AR/JOHNSON
 FG1618  USGS QUAD   -  CLARKSVILLE (1993)
 FG1618
 FG1618                         *CURRENT SURVEY CONTROL
 FG1618  ___________________________________________________________________
 FG1618* NAD 83(1986)-  35 28 18.     (N)    093 28 45.     (W)     SCALED    
 FG1618* NAVD 88     -       136.245  (meters)     447.00   (feet)  ADJUSTED  
 FG1618  ___________________________________________________________________
 FG1618  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FG1618  DYNAMIC HT  -         136.120 (meters)     446.59  (feet)  COMP
 FG1618  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 FG1618
 FG1618  VERT ORDER  -  FIRST     CLASS II
 FG1618
 FG1618.The horizontal coordinates were scaled from a topographic map and have
 FG1618.an estimated accuracy of +/- 6 seconds.
 FG1618
 FG1618.The orthometric height was determined by differential leveling
 FG1618.and adjusted by the National Geodetic Survey in June 1991..
 FG1618
 FG1618.The geoid height was determined by GEOID03.
 FG1618
 FG1618.The dynamic height is computed by dividing the NAVD 88
 FG1618.geopotential number by the normal gravity value computed on the
 FG1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1618.degrees latitude (g = 980.6199 gals.).
 FG1618
 FG1618.The modeled gravity was interpolated from observed gravity values.
 FG1618
 FG1618;                    North         East    Units  Estimated Accuracy
 FG1618;SPC AR N     -   127,300.      265,760.      MT  (+/- 180 meters Scaled)
 FG1618
 FG1618                          SUPERSEDED SURVEY CONTROL
 FG1618
 FG1618.No superseded survey control is available for this station.
 FG1618
 FG1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV565254(NAD 83)
 FG1618_MARKER: DZ = AZIMUTH MARK DISK
 FG1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1618_SP_SET: CONCRETE POST
 FG1618_STAMPING: CLARKSVILLE 1940
 FG1618_MARK LOGO: CGS   
 FG1618_PROJECTION: PROJECTING 5 CENTIMETERS
 FG1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1618+STABILITY: SURFACE MOTION
 FG1618
 FG1618  HISTORY     - Date     Condition        Report By
 FG1618  HISTORY     - 1940     MONUMENTED       CGS
 FG1618  HISTORY     - 1984     GOOD             NGS
 FG1618  HISTORY     - 1987     POOR             USPSQD
 FG1618  HISTORY     - 1988     GOOD             USPSQD
 FG1618  HISTORY     - 1989     GOOD             USPSQD
 FG1618  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FG1618  HISTORY     - 19920701 MARK NOT FOUND   USGS
 FG1618
 FG1618                          STATION DESCRIPTION
 FG1618
 FG1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1618'IN CLARKSVILLE.
 FG1618'STAMPING HAS BEEN BADLY WORN.  IN CLARKSVILLE, 1.1 KM (0.7 MI) WEST
 FG1618'ALONG MAIN STREET FROM THE COUNTY COURTHOUSE, AT THE CROSSING OF
 FG1618'CRAWFORD STREET, SET IN THE SOUTHWEST CORNER OF THE INTERSECTION,
 FG1618'12.07 METERS (39.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 FG1618'NUMBER 1401, 9.49 METERS (31.0 FT) SOUTH OF THE CENTER OF MAIN STREET,
 FG1618'AND 6.09 METERS (20.0 FT) WEST OF THE CENTER OF CRAWFORD STREET.
 FG1618'THE MARK IS 0.4 M ABOVE WEST MAIN STREET.
 FG1618
 FG1618                          STATION RECOVERY (1987)
 FG1618
 FG1618'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1618'MARK RECOVERED IN POOR CONDITION.
 FG1618
 FG1618                          STATION RECOVERY (1988)
 FG1618
 FG1618'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1618'RECOVERED IN GOOD CONDITION.
 FG1618
 FG1618                          STATION RECOVERY (1989)
 FG1618
 FG1618'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1618'RECOVERED IN GOOD CONDITION.
 FG1618
 FG1618                          STATION RECOVERY (1990)
 FG1618
 FG1618'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1618'MARK NOT FOUND.
 FG1618
 FG1618                          STATION RECOVERY (1992)
 FG1618
 FG1618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 FG1618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1868 ***********************************************************************
 FG1868  DESIGNATION -  CLARKSVILLE CABLE VISION MAST
 FG1868  PID         -  FG1868
 FG1868  STATE/COUNTY-  AR/JOHNSON
 FG1868  USGS QUAD   -  CLARKSVILLE (1993)
 FG1868
 FG1868                         *CURRENT SURVEY CONTROL
 FG1868  ___________________________________________________________________
 FG1868* NAD 83(1997)-  35 26 36.01539(N)    093 27 01.62398(W)     ADJUSTED  
 FG1868* NAVD 88     -                                                        
 FG1868  ___________________________________________________________________
 FG1868  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 FG1868  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FG1868
 FG1868  HORZ ORDER  -  THIRD
 FG1868
 FG1868.The horizontal coordinates were established by classical geodetic methods
 FG1868.and adjusted by the National Geodetic Survey in September 1999..
 FG1868
 FG1868
 FG1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1868
 FG1868.The geoid height was determined by GEOID03.
 FG1868
 FG1868;                    North         East     Units Scale Factor Converg.
 FG1868;SPC AR N     -   124,115.169   268,321.904   MT  0.99993894   -0 50 38.5
 FG1868;SPC AR N     -   407,201.18    880,319.45   sFT  0.99993894   -0 50 38.5
 FG1868;UTM  15      - 3,922,302.514   459,118.384   MT  0.99962060   -0 15 40.4
 FG1868
 FG1868                          SUPERSEDED SURVEY CONTROL
 FG1868
 FG1868  NAD 83(1997)-  35 26 36.02657(N)    093 27 01.62246(W) AD(       ) 4
 FG1868  NAD 83(1986)-  35 26 36.02606(N)    093 27 01.62165(W) AD(       ) 4
 FG1868  NAD 27      -  35 26 35.72610(N)    093 27 00.96499(W) AD(       ) 3
 FG1868
 FG1868.Superseded values are not recommended for survey control.
 FG1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1868.See file dsdata.txt to determine how the superseded data were derived.
 FG1868
 FG1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5911822303(NAD 83)
 FG1868_MARKER: 54 = WATER TOWER
 FG1868
 FG1868  HISTORY     - Date     Condition        Report By
 FG1868  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1868
 FG1868                          STATION DESCRIPTION
 FG1868
 FG1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1868'THE STATION IS THE LIGHT ATOP A 300 FOOT TALL, TRIANGULAR STEEL,
 FG1868'GUYED MAST, THAT IS PAINTED ALTERNATELY RED AND WHITE AND IS JOINTLY
 FG1868'OWNED BY THE CONTINENTAL TELEVISION TRANSMISSION COMPANY AND
 FG1868'THE WESTERN ARKANSAS TELEPHONE COMPANY.  THE TELEPHONE COMPANY
 FG1868'HAS A 25 FOOT TALL, MOBILFONE KLV 793, WHIP ANTENNA MOUNTED ABOVE
 FG1868'THE LIGHT.
 FG1868'
 FG1868'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF CLARKSVILLE AND
 FG1868'NEAR THE SMALL COMMUNITY OF JAMESTOWN.
 FG1868'
 FG1868'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE HIGHWAY 123,
 FG1868'EAST OF CLARKSVILLE, GO WEST ON HIGHWAY 123 FOR 0.9 MILE TO A DIRT
 FG1868'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DIRT ROAD FOR 0.65
 FG1868'MILE TO AN OVERPASS AT INTERSTATE HIGHWAY 40.  CONTINUE SOUTH FOR
 FG1868'0.8 MILE TO A GATE AND A FARM ROAD ON THE RIGHT.  TURN RIGHT,
 FG1868'PASSING THROUGH THE GATE, AND GO SOUTHWEST ON THE FARM ROAD FOR
 FG1868'0.2 MILE TO ANOTHER GATE.  PASS THROUGH THE GATE AND CONTINUE
 FG1868'SOUTHWEST FOR 0.2 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1869 ***********************************************************************
 FG1869  DESIGNATION -  CLARKSVILLE MUN TANK
 FG1869  PID         -  FG1869
 FG1869  STATE/COUNTY-  AR/JOHNSON
 FG1869  USGS QUAD   -  CLARKSVILLE (1993)
 FG1869
 FG1869                         *CURRENT SURVEY CONTROL
 FG1869  ___________________________________________________________________
 FG1869* NAD 83(1997)-  35 28 11.99495(N)    093 28 57.45875(W)     ADJUSTED  
 FG1869* NAVD 88     -                                                        
 FG1869  ___________________________________________________________________
 FG1869  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 FG1869  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FG1869
 FG1869  HORZ ORDER  -  THIRD
 FG1869
 FG1869.The horizontal coordinates were established by classical geodetic methods
 FG1869.and adjusted by the National Geodetic Survey in September 1999..
 FG1869
 FG1869
 FG1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1869
 FG1869.The geoid height was determined by GEOID03.
 FG1869
 FG1869;                    North         East     Units Scale Factor Converg.
 FG1869;SPC AR N     -   127,116.168   265,445.555   MT  0.99993791   -0 51 45.9
 FG1869;SPC AR N     -   417,046.96    870,882.63   sFT  0.99993791   -0 51 45.9
 FG1869;UTM  15      - 3,925,273.164   456,212.582   MT  0.99962363   -0 16 48.2
 FG1869
 FG1869                          SUPERSEDED SURVEY CONTROL
 FG1869
 FG1869  NAD 83(1997)-  35 28 12.00553(N)    093 28 57.45823(W) AD(       ) 4
 FG1869  NAD 83(1986)-  35 28 12.00360(N)    093 28 57.45830(W) AD(       ) 4
 FG1869  NAD 27      -  35 28 11.69962(N)    093 28 56.79745(W) AD(       ) 3
 FG1869
 FG1869.Superseded values are not recommended for survey control.
 FG1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1869.See file dsdata.txt to determine how the superseded data were derived.
 FG1869
 FG1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5621325273(NAD 83)
 FG1869_MARKER: 51 = TANK
 FG1869
 FG1869  HISTORY     - Date     Condition        Report By
 FG1869  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1869
 FG1869                          STATION DESCRIPTION
 FG1869
 FG1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1869'THE STATION, CLARKSVILLE MUNICIPAL TANK, IS THE FINIAL OF A 105 FOOT
 FG1869'TALL, DOUBLE-ELLIPSOIDAL WATER TANK THAT IS SUPPORTED BY SIX LEGS.
 FG1869'THE LEGS AND LOWER PORTION OF THE TANK ARE PAINTED RED WHILE THE
 FG1869'UPPER PORTION OF THE TANK IS PAINTED WHITE AND BEARS THE WORD
 FG1869'CLARKSVILLE IN RED ON THE NORTH SIDE.
 FG1869'
 FG1869'THE STATION IS LOCATED AT THE WEST SIDE OF THE CLARKSVILLE RECREATION
 FG1869'PARK, ABOUT 150 YARDS NORTHEAST OF THE INTERSECTION OF CARLTON AND
 FG1869'TAYLOR STREETS IN CLARKSVILLE, AND IS OWNED BY THE CLARKSVILLE
 FG1869'LIGHT AND WATER COMPANY, TELEPHONE NUMBER 754-3148.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1620 ***********************************************************************
 FG1620  DESIGNATION -  CLARKSVILLE RM 3
 FG1620  PID         -  FG1620
 FG1620  STATE/COUNTY-  AR/JOHNSON
 FG1620  USGS QUAD   -  CLARKSVILLE (1993)
 FG1620
 FG1620                         *CURRENT SURVEY CONTROL
 FG1620  ___________________________________________________________________
 FG1620* NAD 83(1986)-  35 28 16.     (N)    093 29 00.     (W)     SCALED    
 FG1620* NAVD 88     -       139.194  (meters)     456.67   (feet)  ADJUSTED  
 FG1620  ___________________________________________________________________
 FG1620  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FG1620  DYNAMIC HT  -         139.066 (meters)     456.25  (feet)  COMP
 FG1620  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 FG1620
 FG1620  VERT ORDER  -  FIRST     CLASS II
 FG1620
 FG1620.The horizontal coordinates were scaled from a topographic map and have
 FG1620.an estimated accuracy of +/- 6 seconds.
 FG1620
 FG1620.The orthometric height was determined by differential leveling
 FG1620.and adjusted by the National Geodetic Survey in June 1991..
 FG1620
 FG1620.The geoid height was determined by GEOID03.
 FG1620
 FG1620.The dynamic height is computed by dividing the NAVD 88
 FG1620.geopotential number by the normal gravity value computed on the
 FG1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1620.degrees latitude (g = 980.6199 gals.).
 FG1620
 FG1620.The modeled gravity was interpolated from observed gravity values.
 FG1620
 FG1620;                    North         East    Units  Estimated Accuracy
 FG1620;SPC AR N     -   127,240.      265,380.      MT  (+/- 180 meters Scaled)
 FG1620
 FG1620                          SUPERSEDED SURVEY CONTROL
 FG1620
 FG1620.No superseded survey control is available for this station.
 FG1620
 FG1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV561253(NAD 83)
 FG1620_MARKER: DR = REFERENCE MARK DISK
 FG1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1620_SP_SET: CONCRETE POST
 FG1620_STAMPING: CLARKSVILLE NO 3 1940 1971
 FG1620_MARK LOGO: NGS   
 FG1620_PROJECTION: FLUSH
 FG1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1620+STABILITY: SURFACE MOTION
 FG1620
 FG1620  HISTORY     - Date     Condition        Report By
 FG1620  HISTORY     - 1971     MONUMENTED       NGS
 FG1620  HISTORY     - 1984     GOOD             NGS
 FG1620  HISTORY     - 1987     GOOD             USPSQD
 FG1620  HISTORY     - 1988     GOOD             USPSQD
 FG1620  HISTORY     - 1989     GOOD             USPSQD
 FG1620
 FG1620                          STATION DESCRIPTION
 FG1620
 FG1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1620'IN CLARKSVILLE.
 FG1620'IN CLARKSVILLE, 1.3 KM (0.85 MI) WEST ALONG MAIN STREET FROM THE
 FG1620'COURTHOUSE, THENCE 0.2 KM (0.1 MI) WEST ON CLINE STREET AT THE
 FG1620'INTERSECTION OF CARLTON STREET, IS ABOUT 90.0 FEET SOUTH OF THE
 FG1620'CENTERLINE OF CLINE STREET ON THE WEST SIDE OF CARLTON STREET,
 FG1620'13.71 METERS (45.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 FG1620'NUMBER 106, 6.4 METERS (21.0 FT) WEST OF THE CENTER OF CARLTON STREET,
 FG1620'4.87 METERS (16.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A WOODEN
 FG1620'BOUNDRY FENCE, AND 0.9 METER (3.0 FT) EAST OF A POWERLINE POLE WITH A
 FG1620'SECURITY LIGHT ATTACHED.
 FG1620'THE MARK IS ABOVE LEVEL WITH CARLTON STREET.
 FG1620
 FG1620                          STATION RECOVERY (1987)
 FG1620
 FG1620'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1620'RECOVERED IN GOOD CONDITION.
 FG1620
 FG1620                          STATION RECOVERY (1988)
 FG1620
 FG1620'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1620'RECOVERED IN GOOD CONDITION.
 FG1620
 FG1620                          STATION RECOVERY (1989)
 FG1620
 FG1620'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1621 ***********************************************************************
 FG1621  DESIGNATION -  CLARKSVILLE RM 4
 FG1621  PID         -  FG1621
 FG1621  STATE/COUNTY-  AR/JOHNSON
 FG1621  USGS QUAD   -  CLARKSVILLE (1993)
 FG1621
 FG1621                         *CURRENT SURVEY CONTROL
 FG1621  ___________________________________________________________________
 FG1621* NAD 83(1986)-  35 28 16.     (N)    093 29 00.     (W)     SCALED    
 FG1621* NAVD 88     -       138.281  (meters)     453.68   (feet)  ADJUSTED  
 FG1621  ___________________________________________________________________
 FG1621  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FG1621  DYNAMIC HT  -         138.154 (meters)     453.26  (feet)  COMP
 FG1621  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 FG1621
 FG1621  VERT ORDER  -  FIRST     CLASS II
 FG1621
 FG1621.The horizontal coordinates were scaled from a topographic map and have
 FG1621.an estimated accuracy of +/- 6 seconds.
 FG1621
 FG1621.The orthometric height was determined by differential leveling
 FG1621.and adjusted by the National Geodetic Survey in June 1991..
 FG1621
 FG1621.The geoid height was determined by GEOID03.
 FG1621
 FG1621.The dynamic height is computed by dividing the NAVD 88
 FG1621.geopotential number by the normal gravity value computed on the
 FG1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1621.degrees latitude (g = 980.6199 gals.).
 FG1621
 FG1621.The modeled gravity was interpolated from observed gravity values.
 FG1621
 FG1621;                    North         East    Units  Estimated Accuracy
 FG1621;SPC AR N     -   127,240.      265,380.      MT  (+/- 180 meters Scaled)
 FG1621
 FG1621                          SUPERSEDED SURVEY CONTROL
 FG1621
 FG1621.No superseded survey control is available for this station.
 FG1621
 FG1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV561253(NAD 83)
 FG1621_MARKER: DR = REFERENCE MARK DISK
 FG1621_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FG1621_SP_SET: CURB
 FG1621_STAMPING: CLARKSVILLE NO 4 1940 1971
 FG1621_MARK LOGO: NGS   
 FG1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1621
 FG1621  HISTORY     - Date     Condition        Report By
 FG1621  HISTORY     - 1971     MONUMENTED       NGS
 FG1621  HISTORY     - 1984     GOOD             NGS
 FG1621  HISTORY     - 1987     GOOD             USPSQD
 FG1621  HISTORY     - 1988     GOOD             USPSQD
 FG1621  HISTORY     - 1989     GOOD             USPSQD
 FG1621
 FG1621                          STATION DESCRIPTION
 FG1621
 FG1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1621'IN CLARKSVILLE.
 FG1621'IN CLARKSVILLE, 1.3 KM (0.8 MI) WEST ALONG U.S. HIGHWAY 64 (WEST MAIN
 FG1621'STREET) FROM THE COURTHOUSE, THENCE 0.2 KM (0.1 MI) WEST ALONG CLINE
 FG1621'STREET, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF CARLTON STREET,
 FG1621'SET IN THE TOP OF THE NORTH CURB OF CARLTON STREET, 10.05 METERS
 FG1621'(33.0 FT) SOUTH OF THE CENTERLINE OF CLINE STREET, 4.26 METERS
 FG1621'(14.0 FT) EAST OF THE CENTER OF CARLTON STREET, 1.00 METERS (3.3 FT)
 FG1621'WEST OF A STOP SIGN POST, AND 0.60 METERS (2.0 FT) NORTH OF THE SOUTH
 FG1621'END OF A CURB.
 FG1621'THE MARK IS 0.3 M ABOVE CLINE STREET..
 FG1621
 FG1621                          STATION RECOVERY (1987)
 FG1621
 FG1621'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1621'RECOVERED IN GOOD CONDITION.
 FG1621
 FG1621                          STATION RECOVERY (1988)
 FG1621
 FG1621'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1621'RECOVERED IN GOOD CONDITION.
 FG1621
 FG1621                          STATION RECOVERY (1989)
 FG1621
 FG1621'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1941 ***********************************************************************
 FG1941  CBN         -  This is a Cooperative Base Network Control Station.
 FG1941  DESIGNATION -  CLARPORT
 FG1941  PID         -  FG1941
 FG1941  STATE/COUNTY-  AR/JOHNSON
 FG1941  USGS QUAD   -  CLARKSVILLE (1993)
 FG1941
 FG1941                         *CURRENT SURVEY CONTROL
 FG1941  ___________________________________________________________________
 FG1941* NAD 83(1997)-  35 28 13.02979(N)    093 25 32.69414(W)     ADJUSTED  
 FG1941* NAVD 88     -       135.9    (meters)     446.     (feet)  GPS OBS   
 FG1941  ___________________________________________________________________
 FG1941  X           -    -310,750.463 (meters)                     COMP
 FG1941  Y           -  -5,191,119.224 (meters)                     COMP
 FG1941  Z           -   3,680,545.558 (meters)                     COMP
 FG1941  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 FG1941  ELLIP HEIGHT-         106.86  (meters)          (09/21/01) GPS OBS
 FG1941  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FG1941
 FG1941  HORZ ORDER  -  B
 FG1941  ELLP ORDER  -  FOURTH    CLASS II
 FG1941
 FG1941.This mark is at Clarksville Airport (H35)
 FG1941
 FG1941.The horizontal coordinates were established by GPS observations
 FG1941.and adjusted by the National Geodetic Survey in September 1997..
 FG1941
 FG1941.The orthometric height was determined by GPS observations and a
 FG1941.high-resolution geoid model.
 FG1941
 FG1941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1941
 FG1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1941
 FG1941.The ellipsoidal height was determined by GPS observations
 FG1941.and is referenced to NAD 83.
 FG1941
 FG1941.The geoid height was determined by GEOID03.
 FG1941
 FG1941;                    North         East     Units Scale Factor Converg.
 FG1941;SPC AR N     -   127,071.819   270,607.654   MT  0.99993790   -0 49 46.7
 FG1941;SPC AR N     -   416,901.46    887,818.61   sFT  0.99993790   -0 49 46.7
 FG1941;UTM  15      - 3,925,281.306   461,373.229   MT  0.99961839   -0 14 49.4
 FG1941
 FG1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1941!SPC AR N     -   0.99998323  x   0.99993790  =   0.99992113
 FG1941!UTM  15      -   0.99998323  x   0.99961839  =   0.99960162
 FG1941
 FG1941:                Primary Azimuth Mark                     Grid Az
 FG1941:SPC AR N     -  CLARPORT AZ MK                           271 46 43.7
 FG1941:UTM  15      -  CLARPORT AZ MK                           271 11 46.4
 FG1941
 FG1941|---------------------------------------------------------------------|
 FG1941| PID    Reference Object                     Distance      Geod. Az  |
 FG1941|                                                           dddmmss.s |
 FG1941| FG1942 CLARPORT AZ MK                      APPROX. 0.6 KM 2705657.0 |
 FG1941|---------------------------------------------------------------------|
 FG1941
 FG1941                          SUPERSEDED SURVEY CONTROL
 FG1941
 FG1941  ELLIP H (09/19/97)  106.88   (m)                       GP(       ) 4 1
 FG1941  NAD 83(1997)-  35 28 13.04213(N)    093 25 32.69309(W) AD(       ) 1
 FG1941  NAD 83(1986)-  35 28 13.04235(N)    093 25 32.68905(W) AD(       ) 1
 FG1941  NGVD 29 (11/13/90)  136.0    (m)          446.     (f) GPS OBS        
 FG1941
 FG1941.Superseded values are not recommended for survey control.
 FG1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1941.See file dsdata.txt to determine how the superseded data were derived.
 FG1941
 FG1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6137325281(NAD 83)
 FG1941_MARKER: I = METAL ROD
 FG1941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1941_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1941_STAMPING: CLARPORT 1990
 FG1941_MARK LOGO: NGS   
 FG1941_PROJECTION: FLUSH
 FG1941_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1941+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2003
 FG1941_ROD/PIPE-DEPTH: 2.28 meters
 FG1941_SLEEVE-DEPTH  : 0.93 meters
 FG1941
 FG1941  HISTORY     - Date     Condition        Report By
 FG1941  HISTORY     - 1990     MONUMENTED       NGS
 FG1941  HISTORY     - 19970317 GOOD             NGS
 FG1941  HISTORY     - 20030309 GOOD             INDIV
 FG1941
 FG1941                          STATION DESCRIPTION
 FG1941
 FG1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1941'STATION IS LOCATED ABOUT 21.6 KM (13.4 MI) NORTHEAST OF COAL HILL, 7.6
 FG1941'KM (4.7 MI) NORTHWEST OF LAMAR, AND 3.4 KM (2.1 MI) EAST-NORTHEAST OF
 FG1941'CLARKSVILLE.  AT THE CLARKSVILLE MUNICIPAL AIRPORT. OWNERSHIP--CITY
 FG1941'OF CLARKSVILLE, P.O.BOX 583, CLARKSVILLE AR 72803. AIRPORT MANAGER IS
 FG1941'GEORGE EVANS, P.O.BOX 1072, CLARKSVILLE AR 72830. PHONE IS
 FG1941'501-754-8899.
 FG1941'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN CLARKSVILLE, GO
 FG1941'ASTERLY ON U.S.HIGHWAY 64 FOR 2.91 KM (1.81 MI) TO A PAVED DRIVEWAY
 FG1941'ON THE LEFT.  TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD AND
 FG1941'ACROSS A PARKING LOT FOR 0.06 KM (0.04 MI) TO A GATE. PASS THROUGH
 FG1941'THE GATE AND GO NORTHWEST ACROSS AN APRON AND NORTH ALONG A TAXIWAY
 FG1941'FOR 0.11 KM (0.07 MI) TO THE RUNWAY.  TURN RIGHT AND GO ALONG THE
 FG1941'RUNWAY TO A TURN AROUND AND THE STATION ON THE RIGHT.
 FG1941'THE STATION IS A PUNCH HOLE IN THE TOP OF A STAINLESS STEEL ROD
 FG1941'ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 48.0 M
 FG1941'(157.5 FT) WEST-SOUTHWEST OF THE FIRST RUNWAY LIGHT EAST OF THE TURN
 FG1941'AROUND, 7.4 M (24.3 FT) SOUTH FROM THE SOUTH EDGE OF THE TURN AROUND,
 FG1941'0.65 M (2.13 FT) NORTH FROM A CARSONITE WITNESS POST.
 FG1941'RUNWAY HAS BEEN EXTENDED 1520 FEET TO 4520 FEET.
 FG1941'THE DISPLACED THRESHOLD HAS BEEN REMOVED.
 FG1941'DESCRIBED BY R.D.BALL
 FG1941
 FG1941                          STATION RECOVERY (1997)
 FG1941
 FG1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FG1941'RECOVERED AS DESCRIBED.  NOTE--THE CURRENT AIRPORT GENERAL MANAGER IS
 FG1941'JACK CLINE, PHONE 501-754-8396.  THE WITNESS POST HAS BEEN REMOVED.
 FG1941'NOTE--THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A
 FG1941'ROD MARK.
 FG1941
 FG1941                          STATION RECOVERY (2003)
 FG1941
 FG1941'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MMW)
 FG1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1942 ***********************************************************************
 FG1942  DESIGNATION -  CLARPORT AZ MK
 FG1942  PID         -  FG1942
 FG1942  STATE/COUNTY-  AR/JOHNSON
 FG1942  USGS QUAD   -  CLARKSVILLE (1993)
 FG1942
 FG1942                         *CURRENT SURVEY CONTROL
 FG1942  ___________________________________________________________________
 FG1942* NAD 83(1997)-  35 28 13.36950(N)    093 25 57.81226(W)     ADJUSTED  
 FG1942* NAVD 88     -       135.3    (meters)     444.     (feet)  VERTCON   
 FG1942  ___________________________________________________________________
 FG1942  X           -    -311,382.214 (meters)                     COMP
 FG1942  Y           -  -5,191,074.653 (meters)                     COMP
 FG1942  Z           -   3,680,553.638 (meters)                     COMP
 FG1942  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FG1942  ELLIP HEIGHT-         106.09  (meters)          (09/24/01) GPS OBS
 FG1942  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FG1942
 FG1942  HORZ ORDER  -  FIRST
 FG1942  ELLP ORDER  -  FOURTH    CLASS II
 FG1942
 FG1942.This mark is at Clarksville Airport (H35)
 FG1942
 FG1942.The horizontal coordinates were established by GPS observations
 FG1942.and adjusted by the National Geodetic Survey in September 1999..
 FG1942
 FG1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1942
 FG1942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1942
 FG1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1942
 FG1942.The ellipsoidal height was determined by GPS observations
 FG1942.and is referenced to NAD 83.
 FG1942
 FG1942.The geoid height was determined by GEOID03.
 FG1942
 FG1942;                    North         East     Units Scale Factor Converg.
 FG1942;SPC AR N     -   127,091.478   269,974.637   MT  0.99993790   -0 50 01.3
 FG1942;SPC AR N     -   416,965.96    885,741.79   sFT  0.99993790   -0 50 01.3
 FG1942;UTM  15      - 3,925,294.524   460,740.247   MT  0.99961899   -0 15 04.0
 FG1942
 FG1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1942!SPC AR N     -   0.99998335  x   0.99993790  =   0.99992125
 FG1942!UTM  15      -   0.99998335  x   0.99961899  =   0.99960234
 FG1942
 FG1942:                Primary Azimuth Mark                     Grid Az
 FG1942:SPC AR N     -  CLARPORT                                 091 46 43.8
 FG1942:UTM  15      -  CLARPORT                                 091 11 46.5
 FG1942
 FG1942|---------------------------------------------------------------------|
 FG1942| PID    Reference Object                     Distance      Geod. Az  |
 FG1942|                                                           dddmmss.s |
 FG1942| FG1941 CLARPORT                            APPROX. 0.6 KM 0905642.5 |
 FG1942|---------------------------------------------------------------------|
 FG1942
 FG1942                          SUPERSEDED SURVEY CONTROL
 FG1942
 FG1942  ELLIP H (09/14/99)  106.11   (m)                       GP(       ) 4 1
 FG1942  NAD 83(1997)-  35 28 13.38185(N)    093 25 57.81121(W) AD(       ) 1
 FG1942  NAD 83(1986)-  35 28 13.38207(N)    093 25 57.80717(W) AD(       ) 1
 FG1942  NGVD 29 (11/13/90)  135.2    (m)          444.     (f) GPS OBS        
 FG1942
 FG1942.Superseded values are not recommended for survey control.
 FG1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1942.See file dsdata.txt to determine how the superseded data were derived.
 FG1942
 FG1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6074025295(NAD 83)
 FG1942_MARKER: I = METAL ROD
 FG1942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1942_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1942_STAMPING: CLARPORT AZ MK 1990
 FG1942_MARK LOGO: NGS   
 FG1942_PROJECTION: FLUSH
 FG1942_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1942+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FG1942_ROD/PIPE-DEPTH: 1.98 meters
 FG1942_SLEEVE-DEPTH  : 0.93 meters
 FG1942
 FG1942  HISTORY     - Date     Condition        Report By
 FG1942  HISTORY     - 1990     MONUMENTED       NGS
 FG1942
 FG1942                          STATION DESCRIPTION
 FG1942
 FG1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1942'STATION IS LOCATED ABOUT 21.6 KM (13.4 MI) NORTHEAST OF COAL HILL, 7.6
 FG1942'KM (4.7 MI) NORTHWEST OF LAMAR, AND 3.4 KM (2.1 MI) EAST-NORTHEAST OF
 FG1942'CLARKSVILLE.  AT THE CLARKSVILLE MUNICIPAL AIRPORT. OWNERSHIP--CITY
 FG1942'OF CLARKSVILLE, P.O.BOX 583, CLARKSVILLE AR 72803. AIRPORT MANAGER IS
 FG1942'GEORGE EVANS, P.O.BOX 1072, CLARKSVILLE AR 72830. PHONE IS
 FG1942'501-754-8899.
 FG1942'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN CLARKSVILLE, GO
 FG1942'EASTERLY ON U.S.HIGHWAY 64 FOR 2.91 KM (1.81 MI) TO A PAVED DRIVEWAY
 FG1942'ON THE LEFT.  TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD AND
 FG1942'ACROSS A PARKING LOT FOR 0.06 KM (0.04 MI) TO A GATE. PASS THROUGH
 FG1942'THE GATE AND GO NORTHWEST ACROSS AN APRON TO THE NORTHWEST CORNER OF
 FG1942'THE APRON AND THE STATION ON THE LEFT.
 FG1942'THE STATION IS A PUNCH HOLE IN THE TOP OF A STAINLESS STEEL ROD
 FG1942'ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 63.7 M
 FG1942'(209.0 FT) SOUTH OF THE SOUTH EDGE OF A RUNWAY, 12.25 M (40.19 FT)
 FG1942'NORTH OF THE NORTH EDGE OF THE APRON, 0.9 M (3.0 FT) WEST OF THE
 FG1942'EXTENDED EAST EDGE OF THE APRON.
 FG1942'RUNWAY HAS BEEN EXTENDED 1520 FEET TO 4520 FEET.
 FG1942'THE DISPLACED THRESHOLD HAS BEEN REMOVED.
 FG1942'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2831 ***********************************************************************
 EH2831  DESIGNATION -  CLAY
 EH2831  PID         -  EH2831
 EH2831  STATE/COUNTY-  AR/LEE
 EH2831  USGS QUAD   -  DANSBY (1991)
 EH2831
 EH2831                         *CURRENT SURVEY CONTROL
 EH2831  ___________________________________________________________________
 EH2831* NAD 83(1997)-  34 54 07.02326(N)    090 42 22.92265(W)     ADJUSTED  
 EH2831* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 EH2831  ___________________________________________________________________
 EH2831  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 EH2831  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2831
 EH2831  HORZ ORDER  -  FIRST
 EH2831
 EH2831.The horizontal coordinates were established by classical geodetic methods
 EH2831.and adjusted by the National Geodetic Survey in September 1999..
 EH2831
 EH2831.The orthometric height was scaled from a topographic map.
 EH2831
 EH2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2831
 EH2831.The geoid height was determined by GEOID03.
 EH2831
 EH2831;                    North         East     Units Scale Factor Converg.
 EH2831;SPC AR S     -   648,679.291   518,234.799   MT  1.00003297   +0 43 26.5
 EH2831;SPC AR S     - 2,128,208.64  1,700,242.00   sFT  1.00003297   +0 43 26.5
 EH2831;SPC AR N     -    63,860.590   518,231.393   MT  1.00000632   +0 45 09.9
 EH2831;SPC AR N     -   209,515.95  1,700,230.83   sFT  1.00000632   +0 45 09.9
 EH2831;UTM  15      - 3,864,570.695   709,566.609   MT  1.00014131   +1 18 46.2
 EH2831
 EH2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2831!SPC AR S     -   0.99998602  x   1.00003297  =   1.00001899
 EH2831!SPC AR N     -   0.99998602  x   1.00000632  =   0.99999234
 EH2831!UTM  15      -   0.99998602  x   1.00014131  =   1.00012733
 EH2831
 EH2831|---------------------------------------------------------------------|
 EH2831| PID    Reference Object                     Distance      Geod. Az  |
 EH2831|                                                           dddmmss.s |
 EH2831| CY5436 CLAY RM 1                            28.514 METERS 07323     |
 EH2831| CY5437 CLAY RM 2                            23.276 METERS 13556     |
 EH2831| EH2891 MARIANNA MUNICIPAL TANK             APPROX.15.1 KM 2010041.9 |
 EH2831| EH2890 MARIANNA FED COMP CO WATER TK       APPROX.15.0 KM 2023050.1 |
 EH2831| CY5435 CLAY AZ MK                                         2273608.2 |
 EH2831| EH2879 PALESTINE ARK PWR AND LT CO TK      APPROX.17.5 KM 2993901.6 |
 EH2831| EH2882 FORREST CITY ARK PWR CO MAST        APPROX.10.8 KM 3245443.3 |
 EH2831|---------------------------------------------------------------------|
 EH2831
 EH2831                          SUPERSEDED SURVEY CONTROL
 EH2831
 EH2831  NAD 83(1997)-  34 54 07.02628(N)    090 42 22.92043(W) AD(       ) 1
 EH2831  NAD 83(1997)-  34 54 07.02979(N)    090 42 22.91993(W) AD(       ) 1
 EH2831  NAD 83(1986)-  34 54 07.03160(N)    090 42 22.92042(W) AD(       ) 1
 EH2831  NAD 27      -  34 54 06.69020(N)    090 42 22.52460(W) AD(       ) 1
 EH2831
 EH2831.Superseded values are not recommended for survey control.
 EH2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2831.See file dsdata.txt to determine how the superseded data were derived.
 EH2831
 EH2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0956764571(NAD 83)
 EH2831_MARKER: DS = TRIANGULATION STATION DISK
 EH2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2831+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 EH2831
 EH2831  HISTORY     - Date     Condition        Report By
 EH2831  HISTORY     - 1953     MONUMENTED       CGS
 EH2831  HISTORY     - 1957     GOOD             USGS
 EH2831  HISTORY     - 20050411 GOOD             USACE
 EH2831
 EH2831                          STATION DESCRIPTION
 EH2831
 EH2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2831'STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF FORREST CITY,
 EH2831'9.0 MILES NORTHEAST OF MARIANNA, 5.0 MILES EAST OF HAYNES.
 EH2831'MARK IS LOCATED 150 FEET NORTH OF A GRAVELED ROAD AND 21
 EH2831'FEET WEST OF A FARM LANE.  MARK IS STAMPED CLAY 53 AND PROJECTS
 EH2831'5 INCHES.
 EH2831'
 EH2831'R.M.NO.1 IS 36 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 EH2831'ROAD AND 60 FEET EAST OF THE CENTER LINE OF A FARM LANE.
 EH2831'REFERENCE MARK IS STAMPED CLAY NO 1 1953 AND PROJECTS 4 INCHES.
 EH2831'
 EH2831'R.M.NO.2 IS 65 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 EH2831'ROAD AND 18 FEET WEST OF THE CENTER LINE OF A FARM LANE.
 EH2831'REFERENCE MARK IS STAMPED CLAY NO 2 1953 AND PROJECTS 3 INCHES.
 EH2831'
 EH2831'AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTER LINE OF A GRAVELED
 EH2831'ROAD, 2 FEET WEST OF A WITNESS POST, 1.5 FEET EAST OF A
 EH2831'POWER LINE POLE AND 1.0 FOOT NORTH OF A FENCE.  MARK IS STAMPED
 EH2831'CLAY 1953 AND PROJECTS 6 INCHES.
 EH2831'
 EH2831'TO REACH FROM THE CROSS ROAD AT HAYNES POST OFFICE, GO EAST
 EH2831'ON A GRAVELED ROAD FOR 4.6 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 EH2831'AS DESCRIBED, CONTINUE EAST FOR 0.7 MILE TO A FARM LANE TO
 EH2831'THE LEFT, NORTH, TURN LEFT AND GO 150 FEET TO THE MARK ON THE
 EH2831'LEFT.
 EH2831'
 EH2831'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2831
 EH2831                          STATION RECOVERY (1957)
 EH2831
 EH2831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EH2831'REVISED DESCRIPTION- FORREST CITY, 9 MILES SE OF, NEAR CENTER
 EH2831'NW 1/4 SECTION 5, T3N, R4E, 9 MILES NE OF MARIANNA, 5 MILES EAST
 EH2831'OF HAYNES, 150 FEET NORTH OF CENTERLINE GRAVEL ROAD, 21 FEET
 EH2831'WEST OF ROAD NORTH AT FORK, IN CONCRETE POST, STANDARD C AND GS
 EH2831'TABLET, STAMPED CLAY 1953, PAINTED.
 EH2831
 EH2831                          STATION RECOVERY (2005)
 EH2831
 EH2831'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2102 ***********************************************************************
 DK2102  DESIGNATION -  CLEAR
 DK2102  PID         -  DK2102
 DK2102  STATE/COUNTY-  AR/DREW
 DK2102  USGS QUAD   -  WILMAR SOUTH (1972)
 DK2102
 DK2102                         *CURRENT SURVEY CONTROL
 DK2102  ___________________________________________________________________
 DK2102* NAD 83(1997)-  33 31 08.95294(N)    091 53 48.51428(W)     ADJUSTED  
 DK2102* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 DK2102  ___________________________________________________________________
 DK2102  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DK2102  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DK2102
 DK2102  HORZ ORDER  -  FIRST
 DK2102
 DK2102.The horizontal coordinates were established by classical geodetic methods
 DK2102.and adjusted by the National Geodetic Survey in September 1999..
 DK2102
 DK2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2102
 DK2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2102
 DK2102.The geoid height was determined by GEOID03.
 DK2102
 DK2102;                    North         East     Units Scale Factor Converg.
 DK2102;SPC AR S     -   494,556.658   409,586.211   MT  0.99995863   +0 03 27.9
 DK2102;SPC AR S     - 1,622,557.97  1,343,784.09   sFT  0.99995863   +0 03 27.9
 DK2102;UTM  15      - 3,709,387.457   602,450.178   MT  0.99972940   +0 36 33.3
 DK2102
 DK2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2102!SPC AR S     -   0.99999596  x   0.99995863  =   0.99995459
 DK2102!UTM  15      -   0.99999596  x   0.99972940  =   0.99972536
 DK2102
 DK2102|---------------------------------------------------------------------|
 DK2102| PID    Reference Object                     Distance      Geod. Az  |
 DK2102|                                                           dddmmss.s |
 DK2102| CY5444 CLEAR RM 1                           24.649 METERS 12934     |
 DK2102| DK2103 CLEAR RM A                           26.507 METERS 19405     |
 DK2102| CY5443 CLEAR AZ MK                                        2720026.0 |
 DK2102| CY5445 CLEAR RM 2                           26.608 METERS 27511     |
 DK2102|---------------------------------------------------------------------|
 DK2102
 DK2102                          SUPERSEDED SURVEY CONTROL
 DK2102
 DK2102  NAD 83(1986)-  33 31 08.96298(N)    091 53 48.50847(W) AD(       ) 1
 DK2102  NAD 27      -  33 31 08.56396(N)    091 53 48.03185(W) AD(       ) 1
 DK2102  NGVD 29 (07/19/86)   51.6    (m)          169.     (f) VERT ANG       
 DK2102
 DK2102.Superseded values are not recommended for survey control.
 DK2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2102.See file dsdata.txt to determine how the superseded data were derived.
 DK2102
 DK2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0245009387(NAD 83)
 DK2102_MARKER: DS = TRIANGULATION STATION DISK
 DK2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK2102
 DK2102  HISTORY     - Date     Condition        Report By
 DK2102  HISTORY     - 1965     MONUMENTED       CGS
 DK2102
 DK2102                          STATION DESCRIPTION
 DK2102
 DK2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK2102'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF MONTICELLO,
 DK2102'1-1/2 MILES SOUTHWEST OF THE NEW HOPE STORE, ON PROPERTY
 DK2102'WHICH IS OWNED BY A MR. H.C. WILSON.  STATION IS IN THE
 DK2102'SOUTHEAST 1/4 OF SECTION 2.  T 14 S.  R 8 W.
 DK2102'
 DK2102'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 4 AND
 DK2102'83 IN MONTICELLO.  GO SOUTHERLY ON HIGHWAY 83 FOR 2.5 MILES
 DK2102'TO THE NORTH JUNCTION OF STATE HIGHWAYS 83 AND 81.  TURN LEFT
 DK2102'AND GO SOUTH ON THE TWO HIGHWAYS FOR 0.2 MILE TO THE SOUTH
 DK2102'JUNCTION OF THE TWO HIGHWAYS.  CONTINUE SOUTH ON HIGHWAY 81
 DK2102'FOR 2.2 MILES TO A GRAVELED SIDE ROAD RIGHT WHICH IS AT THE
 DK2102'SOUTH EDGE OF KINGS GROCERY STORE.  TURN RIGHT AND GO WEST
 DK2102'AND SOUTHWEST, ON THE GRAVELED ROAD FOR 4.9 MILES TO A SIDE
 DK2102'ROAD LEFT AND THE NEW HOPE STORE ON THE LEFT.  CONTINUE
 DK2102'STRAIGHT AHEAD, WESTERLY ON THE GRAVELED ROAD FOR 1.5 MILES
 DK2102'TO THE STATION ON THE LEFT AND THE HOME OF MR. H.C. WILSON
 DK2102'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 DK2102'ROAD FOR 0.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DK2102'
 DK2102'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND
 DK2102'CONCRETE MONUMENTS.
 DK2102'
 DK2102'STATION MARK DISK IS STAMPED CLEAR 1965 AND MARK PROJECTS
 DK2102'ABOUT 1 INCH.  MARK IS 80.5 FEET NORTHWEST OF A METAL WITNESS
 DK2102'POST, 119 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DK2102'MR. WILSONS HOUSE, 58.4 FEET EAST OF THE NORTHEAST CORNER
 DK2102'OF A BARN, 44-1/2 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 DK2102'GRAVELED ROAD AND 17-1/2 FEET EAST OF THE CENTER OF A TRACK
 DK2102'ROAD.
 DK2102'
 DK2102'REFERENCE MARK NUMBER 1 DISK IS STAMPED CLEAR NO 1 1965
 DK2102'AND THE MARK PROJECTS ABOUT 4 INCHES.  MARK IS 108-1/2
 DK2102'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 3
 DK2102'FEET SOUTH-SOUTHWEST OF THE METAL WITNESS POST, AND 2 FEET
 DK2102'SOUTH-SOUTHEAST OF A FENCELINE.
 DK2102'
 DK2102'REFERENCE MARK NUMBER 2 DISK IS STAMPED CLEAR NO 2 1965
 DK2102'AND THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS 110 FEET
 DK2102'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF MR. WILSONS
 DK2102'HOUSE, 28-1/2 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 DK2102'GRAVELED ROAD AND 27.3 FEET NORTH-NORTHWEST OF THE
 DK2102'NORTHWEST CORNER OF THE BARN.
 DK2102'
 DK2102'AZIMUTH MARK DISK IS STAMPED CLEAR 1965 AND THE MARK
 DK2102'PROJECTS ABOUT 8 INCHES.  MARK IS 75 FEET WEST OF THE
 DK2102'NORTH END OF A SMALL WOOD BRIDGE, 31 FEET NORTH-NORTHWEST
 DK2102'OF THE CENTER OF THE GRAVELED ROAD, 4.2 FEET SOUTH-SOUTHEAST
 DK2102'OF A FENCELINE AND 3.6 FEET SOUTHEAST OF A METAL WITNESS POST
 DK2102'
 DK2102'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1512 ***********************************************************************
 DL1512  DESIGNATION -  CLEAR
 DL1512  PID         -  DL1512
 DL1512  STATE/COUNTY-  AR/HEMPSTEAD
 DL1512  USGS QUAD   -  BOYD HILL (1975)
 DL1512
 DL1512                         *CURRENT SURVEY CONTROL
 DL1512  ___________________________________________________________________
 DL1512* NAD 83(1997)-  33 29 42.79505(N)    093 40 23.16256(W)     ADJUSTED  
 DL1512* NAVD 88     -       141.03   (+/-2cm)     462.7    (feet)  VERTCON   
 DL1512  ___________________________________________________________________
 DL1512  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DL1512  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL1512
 DL1512  HORZ ORDER  -  SECOND
 DL1512  VERT ORDER  -  THIRD ? (See Below)
 DL1512
 DL1512.The horizontal coordinates were established by classical geodetic methods
 DL1512.and adjusted by the National Geodetic Survey in September 1999..
 DL1512
 DL1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1512.The vertical order pertains to the NGVD 29 superseded value.
 DL1512
 DL1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1512
 DL1512.The geoid height was determined by GEOID03.
 DL1512
 DL1512;                    North         East     Units Scale Factor Converg.
 DL1512;SPC AR S     -   493,167.919   244,535.443   MT  0.99996245   -0 56 11.1
 DL1512;SPC AR S     - 1,618,001.75    802,280.03   sFT  0.99996245   -0 56 11.1
 DL1512;UTM  15      - 3,706,392.049   437,474.786   MT  0.99964820   -0 22 17.3
 DL1512
 DL1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1512!SPC AR S     -   0.99998208  x   0.99996245  =   0.99994453
 DL1512!UTM  15      -   0.99998208  x   0.99964820  =   0.99963029
 DL1512
 DL1512                          SUPERSEDED SURVEY CONTROL
 DL1512
 DL1512  NAD 83(1997)-  33 29 42.80187(N)    093 40 23.15529(W) AD(       ) 2
 DL1512  NAD 83(1986)-  33 29 42.80483(N)    093 40 23.15036(W) AD(       ) 2
 DL1512  NAD 27      -  33 29 42.36700(N)    093 40 22.50100(W) AD(       ) 2
 DL1512  NGVD 29 (07/19/86)  141.05   (m)          462.8    (f) LEVELING    3  
 DL1512
 DL1512.Superseded values are not recommended for survey control.
 DL1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1512.See file dsdata.txt to determine how the superseded data were derived.
 DL1512
 DL1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3747506392(NAD 83)
 DL1512_MARKER: DB = BENCH MARK DISK
 DL1512_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DL1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1512
 DL1512  HISTORY     - Date     Condition        Report By
 DL1512  HISTORY     - 1951     MONUMENTED       USGS
 DL1512
 DL1512                          STATION DESCRIPTION
 DL1512
 DL1512'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 DL1512'SEE STATION CLEAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1514 ***********************************************************************
 DL1514  DESIGNATION -  CLEAR
 DL1514  PID         -  DL1514
 DL1514  STATE/COUNTY-  AR/HEMPSTEAD
 DL1514  USGS QUAD   -  BOYD HILL (1975)
 DL1514
 DL1514                         *CURRENT SURVEY CONTROL
 DL1514  ___________________________________________________________________
 DL1514* NAD 83(1997)-  33 29 42.76816(N)    093 40 23.14377(W)     ADJUSTED  
 DL1514* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 DL1514  ___________________________________________________________________
 DL1514  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DL1514  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL1514
 DL1514  HORZ ORDER  -  SECOND
 DL1514
 DL1514.The horizontal coordinates were established by classical geodetic methods
 DL1514.and adjusted by the National Geodetic Survey in September 1999..
 DL1514
 DL1514.The orthometric height was scaled from a topographic map.
 DL1514
 DL1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1514
 DL1514.The geoid height was determined by GEOID03.
 DL1514
 DL1514;                    North         East     Units Scale Factor Converg.
 DL1514;SPC AR S     -   493,167.083   244,535.914   MT  0.99996245   -0 56 11.1
 DL1514;SPC AR S     - 1,617,999.00    802,281.58   sFT  0.99996245   -0 56 11.1
 DL1514;UTM  15      - 3,706,391.218   437,475.265   MT  0.99964820   -0 22 17.3
 DL1514
 DL1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1514!SPC AR S     -   0.99998209  x   0.99996245  =   0.99994454
 DL1514!UTM  15      -   0.99998209  x   0.99964820  =   0.99963030
 DL1514
 DL1514|---------------------------------------------------------------------|
 DL1514| PID    Reference Object                     Distance      Geod. Az  |
 DL1514|                                                           dddmmss.s |
 DL1514| CX5617 CLEAR RM 1                           12.052 METERS 01223     |
 DL1514| DL1565 TEXARKANA MEMPHIS AWY BCN 19        APPROX.13.0 KM 0140535.6 |
 DL1514| DL1548 TT 36 KW                            APPROX.27.0 KM 2670340.0 |
 DL1514| CX5618 CLEAR RM 2                           14.586 METERS 27259     |
 DL1514| DL1512 CLEAR                                 0.960 METERS 32939     |
 DL1514|---------------------------------------------------------------------|
 DL1514
 DL1514                          SUPERSEDED SURVEY CONTROL
 DL1514
 DL1514  NAD 83(1997)-  33 29 42.77498(N)    093 40 23.13651(W) AD(       ) 2
 DL1514  NAD 83(1986)-  33 29 42.77794(N)    093 40 23.13157(W) AD(       ) 2
 DL1514  NAD 27      -  33 29 42.34000(N)    093 40 22.48200(W) AD(       ) 2
 DL1514
 DL1514.Superseded values are not recommended for survey control.
 DL1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1514.See file dsdata.txt to determine how the superseded data were derived.
 DL1514
 DL1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3747506391(NAD 83)
 DL1514_MARKER: DS = TRIANGULATION STATION DISK
 DL1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1514_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1514
 DL1514  HISTORY     - Date     Condition        Report By
 DL1514  HISTORY     - 1951     MONUMENTED       CGS
 DL1514  HISTORY     - 1963     GOOD             CGS
 DL1514
 DL1514                          STATION DESCRIPTION
 DL1514
 DL1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1514'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF LEWISVILLE,
 DL1514'ABOUT 1 MILE NORTH OF THE HEMPSTEAD-LAFAYETTE COUNTY LINE,
 DL1514'AND AT THE SITE OF STATE LOOKOUT TOWER NO. 9-6.  IT IS 25.7
 DL1514'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE LOOKOUT
 DL1514'TOWER, 11 FEET EAST OF THE SOUTHEAST LEG OF THE TOWER, AND
 DL1514'ON THE SUMMIT OF THE HILL.
 DL1514'
 DL1514'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED CLEAR 1951.
 DL1514'
 DL1514'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DL1514'82 AND STATE HIGHWAY 29 IN THE NORTHWEST SECTION OF LEWISVILLE,
 DL1514'GO NORTH ON STATE HIGHWAY 29 FOR 12.7 MILES TO A GRAVELED
 DL1514'CROSSROADS AND A GAS STATION ON THE LEFT.  TURN LEFT AND
 DL1514'GO WESTERLY FOR 3.5 MILES TO A SIDE ROAD LEFT, AND A SIGN,
 DL1514'FIRE TOWER.  TURN LEFT ON DIRT ROAD AND KEEP TO MAIN TRAVELED
 DL1514'ROAD FOR 0.85 MILE TO THE SUMMIT OF HILL AND STATION AS
 DL1514'DESCRIBED.
 DL1514'
 DL1514'REFERENCE MARK NO. 1 IS 24 FEET NORTHEAST OF THE NORTHEAST
 DL1514'LEG OF THE LOOKOUT TOWER, AND 2 FEET SOUTH OF A FENCE LINE.
 DL1514'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CLEAR
 DL1514'NO 1 1951.
 DL1514'
 DL1514'REFERENCE MARK NO. 2 IS 15 FEET WEST OF THE SOUTHWEST LEG
 DL1514'OF THE LOOKOUT TOWER.  THE MARK PROJECTS 8 INCHES, AND THE
 DL1514'DISK IS STAMPTED CLEAR NO 2 1951.
 DL1514'
 DL1514'CLEAR (USGS) IS 9 FEET EAST OF THE SOUTHEAST LEG OF THE
 DL1514'LOOKOUT TOWER.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 DL1514'BENCH MARK DISK THAT IS SET IN THE TOP OF A 6-INCH SQUARE
 DL1514'CONCRETE PRECAST MARKER.  THE MARK PROJECTS 3 INCHES, AND
 DL1514'THE DISK IS STAMPED CLEAR.
 DL1514'
 DL1514'AN AZIMUTH MARK WAS NOT SET BECAUSE OF HEAVY GROWTH OF TIMBER
 DL1514'NEAR STATION SITE.
 DL1514'
 DL1514'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 DL1514'TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL1514'
 DL1514'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DL1514
 DL1514                          STATION RECOVERY (1963)
 DL1514
 DL1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1514'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1514'THE LOOKOUT TOWER, THAT WAS NEAR THE STATION, HAS BEEN TORN
 DL1514'DOWN.  A NEW LOOKOUT TOWER HAS BEEN ERECTED ABOUT 1.0 MILE
 DL1514'TO THE NORTHWEST OF THE STATION.
 DL1514'
 DL1514'TO REACH THE STATION FROM LEWISVILLE, FROM THE JUNCTION
 DL1514'OF U.S. HIGHWAY 82 AND STATE HIGHWAY 29, GO NORTH ON STATE
 DL1514'HIGHWAY 29 FOR 12.7 MILES TO CROSSROADS AND SERVICE STATION,
 DL1514'TURN LEFT AND GO WESTERLY FOR 3.5 MILES TO A SIDE ROAD LEFT,
 DL1514'TURN LEFT AND GO 0.6 MILE TO FORKS, TAKE LEFT FORK AND CONTINUE
 DL1514'FOR 0.25 MILE TO A HOUSE ON THE RIGHT, CONTINUE UPHILL ON
 DL1514'OLD FOREST SERVICE ROAD FOR ABOUT 0.1 MILE TO SUMMIT OF
 DL1514'HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2103 ***********************************************************************
 DK2103  DESIGNATION -  CLEAR RM A
 DK2103  PID         -  DK2103
 DK2103  STATE/COUNTY-  AR/DREW
 DK2103  USGS QUAD   -  WILMAR SOUTH (1972)
 DK2103
 DK2103                         *CURRENT SURVEY CONTROL
 DK2103  ___________________________________________________________________
 DK2103* NAD 83(1997)-  33 31 08.11842(N)    091 53 48.76410(W)     ADJUSTED  
 DK2103* NAVD 88     -        51.2    (meters)     168.     (feet)  VERTCON   
 DK2103  ___________________________________________________________________
 DK2103  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DK2103  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DK2103
 DK2103  HORZ ORDER  -  FIRST
 DK2103
 DK2103.The horizontal coordinates were established by classical geodetic methods
 DK2103.and adjusted by the National Geodetic Survey in September 1999..
 DK2103
 DK2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2103
 DK2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2103
 DK2103.The geoid height was determined by GEOID03.
 DK2103
 DK2103;                    North         East     Units Scale Factor Converg.
 DK2103;SPC AR S     -   494,530.941   409,579.791   MT  0.99995867   +0 03 27.8
 DK2103;SPC AR S     - 1,622,473.60  1,343,763.03   sFT  0.99995867   +0 03 27.8
 DK2103;UTM  15      - 3,709,361.686   602,444.006   MT  0.99972938   +0 36 33.2
 DK2103
 DK2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2103!SPC AR S     -   0.99999601  x   0.99995867  =   0.99995468
 DK2103!UTM  15      -   0.99999601  x   0.99972938  =   0.99972539
 DK2103
 DK2103|---------------------------------------------------------------------|
 DK2103| PID    Reference Object                     Distance      Geod. Az  |
 DK2103|                                                           dddmmss.s |
 DK2103| DK2102 CLEAR                                26.507 METERS 01405     |
 DK2103| DL1303 SUMPTER                             APPROX.14.7 KM 2572100.5 |
 DK2103|---------------------------------------------------------------------|
 DK2103
 DK2103                          SUPERSEDED SURVEY CONTROL
 DK2103
 DK2103  NAD 83(1986)-  33 31 08.12843(N)    091 53 48.75829(W) AD(       ) 1
 DK2103  NAD 27      -  33 31 07.72942(N)    091 53 48.28171(W) AD(       ) 1
 DK2103  NGVD 29 (07/19/86)   51.3    (m)          168.     (f) VERT ANG       
 DK2103
 DK2103.Superseded values are not recommended for survey control.
 DK2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2103.See file dsdata.txt to determine how the superseded data were derived.
 DK2103
 DK2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0244409362(NAD 83)
 DK2103_MARKER: DS = TRIANGULATION STATION DISK
 DK2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2103+STABILITY: SURFACE MOTION
 DK2103
 DK2103  HISTORY     - Date     Condition        Report By
 DK2103  HISTORY     - 1965     MONUMENTED       CGS
 DK2103
 DK2103                          STATION DESCRIPTION
 DK2103
 DK2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK2103'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF MONTICELLO,
 DK2103'1-1/2 MILES SOUTHWEST OF THE NEW HOPE STORE.  THE STATION
 DK2103'IS ON THE SAME PROPERTY AND NEAR THE SAME LOCATION AS
 DK2103'TRIANGULATION STATION CLEAR.  IT IS 121 FEET SOUTH OF THE
 DK2103'APPROXIMATE CENTER OF GRAVEL ROAD, 47 FEET SOUTHEAST OF THE
 DK2103'SOUTHEAST CORNER OF BARN, 17-1/2 FEET EAST OF THE
 DK2103'APPROXIMATE CENTER OF TRACK ROAD AND 5.2 FEET EAST OF METAL
 DK2103'WITNESS POST WITH SIGN ATTACHED.  STATION IS MARKED BY A
 DK2103'STANDARD TRIANGULATION STATION DISK THAT IS CEMENTED IN THE
 DK2103'TOP OF A 10 INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE
 DK2103'SURFACE OF THE GROUND.  THE DISK IS STAMPED CLEAR RM A
 DK2103'1965.
 DK2103'
 DK2103'OBSERVATIONS WERE TAKEN FROM 103 FOOT STEEL TOWER.
 DK2103'
 DK2103'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CLEAR,
 DK2103'A DISTANCE OF 26.508 METERS OR 86.97 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1301 ***********************************************************************
 DL1301  DESIGNATION -  CLEVELAND
 DL1301  PID         -  DL1301
 DL1301  STATE/COUNTY-  AR/CLEVELAND
 DL1301  USGS QUAD   -  IVAN (1985)
 DL1301
 DL1301                         *CURRENT SURVEY CONTROL
 DL1301  ___________________________________________________________________
 DL1301* NAD 83(1997)-  33 58 38.76606(N)    092 24 51.10144(W)     ADJUSTED  
 DL1301* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 DL1301  ___________________________________________________________________
 DL1301  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DL1301  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL1301
 DL1301  HORZ ORDER  -  SECOND
 DL1301
 DL1301.The horizontal coordinates were established by classical geodetic methods
 DL1301.and adjusted by the National Geodetic Survey in September 1999..
 DL1301
 DL1301.The orthometric height was scaled from a topographic map.
 DL1301
 DL1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1301
 DL1301.The geoid height was determined by GEOID03.
 DL1301
 DL1301;                    North         East     Units Scale Factor Converg.
 DL1301;SPC AR S     -   545,457.462   361,727.789   MT  0.99991896   -0 13 54.6
 DL1301;SPC AR S     - 1,789,555.02  1,186,768.59   sFT  0.99991896   -0 13 54.6
 DL1301;UTM  15      - 3,759,808.624   554,112.493   MT  0.99963610   +0 19 38.6
 DL1301
 DL1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1301!SPC AR S     -   0.99998998  x   0.99991896  =   0.99990894
 DL1301!UTM  15      -   0.99998998  x   0.99963610  =   0.99962608
 DL1301
 DL1301|---------------------------------------------------------------------|
 DL1301| PID    Reference Object                     Distance      Geod. Az  |
 DL1301|                                                           dddmmss.s |
 DL1301| CY5448 CLEVELAND RM 1                       26.102 METERS 10841     |
 DL1301| EJ1838 ARKANSAS FORESTRY COMM LOT 32       APPROX. 9.9 KM 2974559.3 |
 DL1301| EJ1836 CARTHAGE MUNICIPAL TANK             APPROX.17.1 KM 3082809.2 |
 DL1301| CY5447 CLEVELAND AZ MK                                    3311456.0 |
 DL1301| CY5449 CLEVELAND RM 2                       29.805 METERS 33146     |
 DL1301|---------------------------------------------------------------------|
 DL1301
 DL1301                          SUPERSEDED SURVEY CONTROL
 DL1301
 DL1301  NAD 83(1997)-  33 58 38.77653(N)    092 24 51.09301(W) AD(       ) 2
 DL1301  NAD 83(1986)-  33 58 38.77658(N)    092 24 51.09314(W) AD(       ) 2
 DL1301  NAD 27      -  33 58 38.41037(N)    092 24 50.54214(W) AD(       ) 2
 DL1301
 DL1301.Superseded values are not recommended for survey control.
 DL1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1301.See file dsdata.txt to determine how the superseded data were derived.
 DL1301
 DL1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5411259809(NAD 83)
 DL1301_MARKER: DS = TRIANGULATION STATION DISK
 DL1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1301_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1301
 DL1301  HISTORY     - Date     Condition        Report By
 DL1301  HISTORY     - 1964     MONUMENTED       CGS
 DL1301  HISTORY     - 1969     GOOD             USGS
 DL1301
 DL1301                          STATION DESCRIPTION
 DL1301
 DL1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1301'ABOUT 11-1/2 MILES NORTH OF FORDYCE, 7-1/2 MILES SOUTH OF
 DL1301'FARIADALE, IN THE SOUTHWEST 1/4 OF SEC. 35, T-8-S, R-13-W,
 DL1301'AND ON THE PROPERTY OF THE FORDYCE LUMBER COMPANY.  IT IS
 DL1301'50 FEET SOUTHWEST OF THE INTERSECTION OF A GRADED ROAD AND
 DL1301'A WOODS ROAD SOUTH, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DL1301'GRADED ROAD, 27 FEET WEST OF A TELEPHONE POLE, 14 FEET WEST
 DL1301'OF A 6 INCH PINE TREE AND 5 FEET SOUTH OF A WITNESS POST.
 DL1301'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1301'CLEVELAND 1964.
 DL1301'
 DL1301'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48
 DL1301'AND U.S. HIGHWAY 167 IN FARINDALE, GO SOUTH ON HIGHWAY 167 FOR 7.75
 DL1301'MILES TO MARLIN GROCERY STORE ON THE RIGHT.  CONTINUE SOUTH ON
 DL1301'THE HIGHWAY FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 DL1301'ON THE GRADED ROAD AND GO NORTHWEST FOR 0.1 MILE TO THE STATION
 DL1301'ON THE LEFT.
 DL1301'
 DL1301'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST
 DL1301'ON THE GRADED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 DL1301'LEFT.
 DL1301'
 DL1301'REFERENCE MARK 1 IS 28 FEET NORTHEAST OF THE CENTERLINE
 DL1301'OF THE WOODS ROAD, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DL1301'GRADED ROAD, AND 13 FEET NORTHWEST OF A 10 INCH PINE TREE.
 DL1301'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DL1301'CLEVELAND NO 1 1964.
 DL1301'
 DL1301'REFERENCE MARK 2 IS 94 FEET NORTHWEST OF THE WITNESS POST,
 DL1301'17 FEET SOUTH OF THE CENTERLINE OF THE GRADED ROAD, AND 5
 DL1301'FEET SOUTH OF A ROAD CUT-BANK.  THE MONUMENT PROJECTS 2
 DL1301'INCHES AND THE DISK IS STAMPED CLEVELAND NO 2 1964.
 DL1301'
 DL1301'THE AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE CENTERLINE
 DL1301'OF THE ROAD, 9 FEET NORTH OF AN 8 INCH PINE TREE, AND
 DL1301'1 FOOT NORTHEAST OF A WITNESS POST.  THE MONUMENT PROJECTS 5
 DL1301'INCHES AND THE DISK IS STAMPED CLEVELAND 1964.
 DL1301'
 DL1301'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1301
 DL1301                          STATION RECOVERY (1969)
 DL1301
 DL1301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1301'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED
 DL1301'AND OLD DESCRIPTION IS ADQUATE.
 DL1301'
 DL1301'DISTANCES AND DIRECTIONS TO SURFACE MARKS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1738 ***********************************************************************
 FG1738  DESIGNATION -  CLEVELAND
 FG1738  PID         -  FG1738
 FG1738  STATE/COUNTY-  AR/CONWAY
 FG1738  USGS QUAD   -  CLEVELAND (1990)
 FG1738
 FG1738                         *CURRENT SURVEY CONTROL
 FG1738  ___________________________________________________________________
 FG1738* NAD 83(1997)-  35 23 29.31627(N)    092 42 25.01259(W)     ADJUSTED  
 FG1738* NAVD 88     -       226.15   (+/-2cm)     742.0    (feet)  VERTCON   
 FG1738  ___________________________________________________________________
 FG1738  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 FG1738  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FG1738
 FG1738  HORZ ORDER  -  THIRD
 FG1738  VERT ORDER  -  THIRD ? (See Below)
 FG1738
 FG1738.The horizontal coordinates were established by classical geodetic methods
 FG1738.and adjusted by the National Geodetic Survey in September 1999..
 FG1738
 FG1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1738.The vertical order pertains to the NGVD 29 superseded value.
 FG1738
 FG1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1738
 FG1738.The geoid height was determined by GEOID03.
 FG1738
 FG1738;                    North         East     Units Scale Factor Converg.
 FG1738;SPC AR N     -   117,622.312   335,777.192   MT  0.99994156   -0 24 40.9
 FG1738;SPC AR N     -   385,899.20  1,101,629.00   sFT  0.99994156   -0 24 40.9
 FG1738;UTM  15      - 3,916,497.170   526,613.538   MT  0.99960873   +0 10 11.0
 FG1738
 FG1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1738!SPC AR N     -   0.99996896  x   0.99994156  =   0.99991052
 FG1738!UTM  15      -   0.99996896  x   0.99960873  =   0.99957770
 FG1738
 FG1738:                Primary Azimuth Mark                     Grid Az
 FG1738:SPC AR N     -  CLEVELAND AZ MK                          174 46 12.9
 FG1738:UTM  15      -  CLEVELAND AZ MK                          174 11 21.0
 FG1738
 FG1738|---------------------------------------------------------------------|
 FG1738| PID    Reference Object                     Distance      Geod. Az  |
 FG1738|                                                           dddmmss.s |
 FG1738| CI1472 CLEVELAND AZ MK                                    1742132.0 |
 FG1738| CI1474 CLEVELAND RM 2                       14.078 METERS 17612     |
 FG1738| FG1737 CEDAR LOOKOUT TOWER                 APPROX. 7.4 KM 3511626.9 |
 FG1738| CI1473 CLEVELAND RM 1                       13.625 METERS 35543     |
 FG1738|---------------------------------------------------------------------|
 FG1738
 FG1738                          SUPERSEDED SURVEY CONTROL
 FG1738
 FG1738  NAD 83(1986)-  35 23 29.33123(N)    092 42 25.01151(W) AD(       ) 3
 FG1738  NAD 27      -  35 23 29.04800(N)    092 42 24.41900(W) AD(       ) 3
 FG1738  NGVD 29 (07/19/86)  226.14   (m)          741.9    (f) LEVELING    3  
 FG1738
 FG1738.Superseded values are not recommended for survey control.
 FG1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1738.See file dsdata.txt to determine how the superseded data were derived.
 FG1738
 FG1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2661416497(NAD 83)
 FG1738_MARKER: DS = TRIANGULATION STATION DISK
 FG1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1738
 FG1738  HISTORY     - Date     Condition        Report By
 FG1738  HISTORY     - 1964     MONUMENTED       CGS
 FG1738  HISTORY     - 1967     GOOD             CGS
 FG1738
 FG1738                          STATION DESCRIPTION
 FG1738
 FG1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCM)
 FG1738'STATION IS ABOUT 6 MILES EAST AND 1 MILE SOUTH OF JERUSALEM,
 FG1738'2.3 MILES SOUTH OF CLEVELAND, ALONG THE RIGHT-OF-WAY OF STATE
 FG1738'HIGHWAY 95, IN THE SW 1/4 OF SEC. 28, T 9 N, R 16 W, 49 FEET
 FG1738'EAST OF STATE HIGHWAY 95, 25 FEET NORTHEAST OF A POWERLINE
 FG1738'POLE, 6 FEET SOUTH OF A 4 IN BY 4 IN WHITE WITNESS POST.
 FG1738'
 FG1738'TO REACH FROM THE POST OFFICE IN CLEVELAND, FOLLOW STATE
 FG1738'HIGHWAY 95 SOUTHERLY FOR 2.3 MILES TO THE TOP OF A RIDGE
 FG1738'AND STATION.
 FG1738'
 FG1738'THE STATION MARK PROJECTS 4-INCHES AND THE DISK IS STAMPED
 FG1738'CLEVELAND 1954.
 FG1738'
 FG1738'REFERENCE MARK 1 IS 59 FEET EAST OF STATE HIGHWAY 95.  THE
 FG1738'MARK PROJECTS 4-INCHES AND THE DISK IS STAMPED CLEVELAND NO
 FG1738'1 1954.
 FG1738'
 FG1738'REFERENCE MARK 2 IS 44 FEET EAST OF STATE HIGHWAY 95, 26 FEET
 FG1738'SOUTHEAST OF A POWERLINE POLE, THE MARK PROJECTS 3-INCHES AND
 FG1738'THE DISK IS STAMPED CLEVELAND NO 2 1954.
 FG1738'
 FG1738'AZIMUTH MARK IS 44 FEET EAST OF STATE HIGHWAY 95, 59 FEET
 FG1738'NORTH OF DRIVEWAY TO A FARM HOUSE, 3 FEET NORTHWEST OF A
 FG1738'12-INCH OAK TREE, 3 FEET SOUTHWEST OF A 4 IN BY 4 IN WHITE
 FG1738'WITNESS POST AND THE MARK PROJECTS 3-INCHES, THE DISK IS
 FG1738'STAMPED CLEVELAND 1954.  TO REACH FROM THE STATION CONTINUE
 FG1738'SOUTH FOR 0.6 MILE ON STATE HIGHWAY 95.
 FG1738'
 FG1738'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FG1738
 FG1738                          STATION RECOVERY (1967)
 FG1738
 FG1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1738'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FG1738'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1738'
 FG1738'STATION IS LOCATED ABOUT 6 MILES EAST AND 1 MILE SOUTH OF
 FG1738'JERUSALEM, 2 MILES SOUTH OF CLEVELAND, ALONG THE RIGHT-OF-WAY
 FG1738'OF STATE HIGHWAY 95, AND IN THE SOUTHWEST 1/4 OF SECTION 28,
 FG1738'T 9 N, R 16 W.
 FG1738'
 FG1738'TO REACH FROM THE POST OFFICE IN CLEVELAND, GO SOUTH ON STATE
 FG1738'HIGHWAY 95 FOR 1.15 MILES TO THE JUNCTION OF STATE HIGHWAY 124.
 FG1738'CONTINUE AHEAD AND GO SOUTH ON STATE HIGHWAY 95 FOR 1.15
 FG1738'MILES TO A SIDE ROAD RIGHT AND STATION ON THE LEFT AT THE TOP
 FG1738'OF RIDGE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 FG1738'SOUTH ON STATE HIGHWAY 95 FOR 0.6 MILE TO A CEMETERY ON THE
 FG1738'RIGHT AND AZIMUTH MARK ON THE LEFT.
 FG1738'
 FG1738'STATION MARK IS A STANDARD DISK, STAMPED CLEVELAND 1954, SET
 FG1738'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT
 FG1738'IS 81 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 FG1738'THE SIDE ROAD RIGHT, 49 FEET EAST OF THE CENTER OF STATE
 FG1738'HIGHWAY 95, 24 FEET NORTHEAST OF A TRANSFORMER POLE, 1 FOOT
 FG1738'EAST OF A METAL WITNESS POST AND ON THE EAST RIGHT-OF-WAY
 FG1738'OF THE HIGHWAY.
 FG1738'
 FG1738'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLEVELAND NO
 FG1738'1 1954, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 FG1738'1 INCH.  IT IS 66 FEET NORTHEAST OF THE TRANSFORMER POLE,
 FG1738'63 FEET EAST-SOUTHEAST OF THE INTERSECTION, 59 FEET EAST OF
 FG1738'THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS
 FG1738'POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1738'
 FG1738'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLEVELAND NO 2
 FG1738'1954, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 FG1738'INCHES.  IT IS 116 FEET SOUTHEAST OF THE INTERSECTION, 44 FEET
 FG1738'EAST OF THE CENTER OF THE HIGHWAY, 24 FEET SOUTH-SOUTHEAST
 FG1738'OF THE TRANSFORMER POLE, 1 FOOT NORTH OF A METAL WITNESS POST
 FG1738'AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1738'
 FG1738'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLEVELAND 1954, SET
 FG1738'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 FG1738'IT IS 59 FEET NORTH OF THE CENTER OF A DRIVEWAY LEADING EAST,
 FG1738'44 FEET EAST OF THE CENTER OF THE HIGHWAY, 4 FEET NORTHWEST
 FG1738'OF A 12 INCH HICKORY TREE, 1 FOOT SOUTH OF A METAL WITNESS
 FG1738'POST AND ACROSS THE ROAD FROM A CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1731 ***********************************************************************
 EJ1731  DESIGNATION -  CLIFTON
 EJ1731  PID         -  EJ1731
 EJ1731  STATE/COUNTY-  AR/PULASKI
 EJ1731  USGS QUAD   -  CATO (1987)
 EJ1731
 EJ1731                         *CURRENT SURVEY CONTROL
 EJ1731  ___________________________________________________________________
 EJ1731* NAD 83(1997)-  34 54 55.36361(N)    092 19 40.50628(W)     ADJUSTED  
 EJ1731* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 EJ1731  ___________________________________________________________________
 EJ1731  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 EJ1731  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EJ1731
 EJ1731  HORZ ORDER  -  FIRST
 EJ1731
 EJ1731.The horizontal coordinates were established by classical geodetic methods
 EJ1731.and adjusted by the National Geodetic Survey in September 1999..
 EJ1731
 EJ1731.The orthometric height was scaled from a topographic map.
 EJ1731
 EJ1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1731
 EJ1731.The geoid height was determined by GEOID03.
 EJ1731
 EJ1731;                    North         East     Units Scale Factor Converg.
 EJ1731;SPC AR S     -   649,469.949   370,033.099   MT  1.00003655   -0 11 00.7
 EJ1731;SPC AR S     - 2,130,802.66  1,214,016.93   sFT  1.00003655   -0 11 00.7
 EJ1731;SPC AR N     -    64,623.485   370,034.091   MT  1.00000358   -0 11 26.9
 EJ1731;SPC AR N     -   212,018.88  1,214,020.18   sFT  1.00000358   -0 11 26.9
 EJ1731;UTM  15      - 3,863,865.053   561,392.117   MT  0.99964645   +0 23 04.9
 EJ1731
 EJ1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1731!SPC AR S     -   0.99997870  x   1.00003655  =   1.00001525
 EJ1731!SPC AR N     -   0.99997870  x   1.00000358  =   0.99998228
 EJ1731!UTM  15      -   0.99997870  x   0.99964645  =   0.99962516
 EJ1731
 EJ1731:                Primary Azimuth Mark                     Grid Az
 EJ1731:SPC AR S     -  CLIFTON AZ MK                            033 56 40.5
 EJ1731:SPC AR N     -  CLIFTON AZ MK                            033 57 06.7
 EJ1731:UTM  15      -  CLIFTON AZ MK                            033 22 34.9
 EJ1731
 EJ1731|---------------------------------------------------------------------|
 EJ1731| PID    Reference Object                     Distance      Geod. Az  |
 EJ1731|                                                           dddmmss.s |
 EJ1731| EJ0450 CLIFTON AZ MK                                      0334539.8 |
 EJ1731| EJ1730 ROUND HILL IMM HT MARY CATH CH      APPROX. 4.5 KM 1971121.9 |
 EJ1731| AH9973 CLIFTON RM 1                         26.182 METERS 25904     |
 EJ1731| AH9974 CLIFTON RM 2                         20.998 METERS 32600     |
 EJ1731|---------------------------------------------------------------------|
 EJ1731
 EJ1731                          SUPERSEDED SURVEY CONTROL
 EJ1731
 EJ1731  NAD 83(1986)-  34 54 55.37860(N)    092 19 40.49243(W) AD(       ) 1
 EJ1731  NAD 27      -  34 54 55.05800(N)    092 19 39.93900(W) AD(       ) 1
 EJ1731
 EJ1731.Superseded values are not recommended for survey control.
 EJ1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1731.See file dsdata.txt to determine how the superseded data were derived.
 EJ1731
 EJ1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6139263865(NAD 83)
 EJ1731_MARKER: DS = TRIANGULATION STATION DISK
 EJ1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1731_STAMPING: CLIFTON 1940
 EJ1731_MARK LOGO: CGS   
 EJ1731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1731+STABILITY: SURFACE MOTION
 EJ1731
 EJ1731  HISTORY     - Date     Condition        Report By
 EJ1731  HISTORY     - 1940     MONUMENTED       CGS
 EJ1731  HISTORY     - 1954     GOOD             AMS
 EJ1731  HISTORY     - 1967     GOOD             CGS
 EJ1731  HISTORY     - 19800101 GOOD             NGS
 EJ1731
 EJ1731                          STATION DESCRIPTION
 EJ1731
 EJ1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1731'STATION IS LOCATED ABOUT 6.5 MILES SE OF MAYFLOWER AND 13
 EJ1731'MILES NNW OF LITTLE ROCK.  IT IS ON THE SUMMIT OF CLIFTON MOUNTAIN
 EJ1731'RIDGE, ABOUT 100 YARDS W OF A SADDLE AND ABOUT 0.5 MILE W OF WHERE
 EJ1731'THE ROAD PASSES OVER THE RIDGE.  THE STATION IS IN A GROWTH
 EJ1731'OF SMALL OAK TREES, ON THE PROPERTY OF O.H. HOGGARD.
 EJ1731'
 EJ1731'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1731'DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1731'
 EJ1731'THE SURFACE MARK PROJECTS 6 INCHES AND IS STAMPED CLIFTON 1940.
 EJ1731'
 EJ1731'REFERENCE MARK NO.1 IS ABOUT 1 METER LOWER THAN THE STATION AND
 EJ1731'15 FEET N OF THE CREST OF THE RIDGE.  IT PROJECTS 5 INCHES AND
 EJ1731'IS STAMPED CLIFTON NO.1, 1940.  REFERENCE MARK NO.2 IS ABOUT
 EJ1731'2 METERS LOWER THAN THE STATION AND 60 FEET N OF THE CREST
 EJ1731'OF THE RIDGE.  IT PROJECTS 6 INCHES AND IS STAMPED CLIFTON NO.2,
 EJ1731'1940.
 EJ1731'
 EJ1731'THE AZIMUTH MARK IS 0.5 MILE NE OF THE STATION, 12 PACES E
 EJ1731'OF THE CENTER LINE OF A N-S ROAD AND 100 PACES SW OF THE
 EJ1731'RESIDENCE OF WILLIAM MULLINS.  IT PROJECTS 6 INCHES AND IS STAMPED
 EJ1731'CLIFTON 1940.
 EJ1731'
 EJ1731'TO REACH THE STATION FROM CONWAY, START AT THE MISSOURI PACIFIC
 EJ1731'RAILROAD DEPOT AND GO S ON U.S. HIGHWAY 65 FOR 8.3 MILES
 EJ1731'TO A GRAVELED ROAD TURNING E AT SIGN CATO.  TURN E AND GO 4.6
 EJ1731'MILES TO CROSSROADS AT RIFFLE GROCERY STORE, TURN S, GO 3.4 MILES
 EJ1731'TO THE AZIMUTH MARK ON THE E SIDE OF THE ROAD AT THE RESIDENCE OF
 EJ1731'WILLIAM MULLINS.  CONTINUE 0.6 MILE TO THE PASS OVER CLIFTON
 EJ1731'RIDGE.  FROM THE SUMMIT CONTINUE 0.15 MILE TO A DIM TRAIL
 EJ1731'TURNING RIGHT, (W).  TURN W AND GO 0.4 MILE ALONG BASE OF RIDGE
 EJ1731'TO A POINT JUST E OF A SMALL DRAW.  TURN N, RIGHT, AND GO
 EJ1731'TO TOP OF RIDGE.  TURN W AND GO ABOUT 100 YARDS TO THE
 EJ1731'STATION.
 EJ1731'
 EJ1731'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 EJ1731
 EJ1731                          STATION RECOVERY (1954)
 EJ1731
 EJ1731'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 EJ1731'STATION WAS RECOVERED AS DESCRIBED.
 EJ1731'
 EJ1731'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 EJ1731'
 EJ1731'AZIMUTH MARK RECOVERED AS DESCRIBED.  AZIMUTH MARK VISIBLE FROM
 EJ1731'GROUND.
 EJ1731'
 EJ1731'NOTE- HOUSE USED AS REFERENCE IN DESCRIPTION HAS BEEN MOVED.
 EJ1731
 EJ1731                          STATION RECOVERY (1967)
 EJ1731
 EJ1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1731'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 EJ1731'WITH NO NOTICABLE DISPLACEMENT OF THE MARKS.  DUE TO ROAD CHANGES
 EJ1731'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EJ1731'
 EJ1731'THE STATION IS LOCATED ON THE HIGHEST PART OF CLIFTON MOUNTAIN,
 EJ1731'ABOUT 13 MILES NORTH-NORTHWEST OF LITTLE ROCK, 6-1/2 MILES
 EJ1731'SOUTHEAST OF MAYFLOWER, 100 YARDS WEST OF A SMALL SADDLE AND IN A
 EJ1731'GROWTH OF OAK TREES.
 EJ1731'
 EJ1731'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 40 AND
 EJ1731'STATE HIGHWAY 89 ABOUT 8 MILES SOUTH OF CONWAY, GO EAST ON
 EJ1731'STATE HIGHWAY FOR 4.6 MILES TO A CROSS ROAD.  TURN RIGHT AND
 EJ1731'GO SOUTH ON CLINTON ROAD FOR 3.0 MILES TO THE TOP OF A RIDGE AND
 EJ1731'CROSS ROAD.  CONTINUE AHEAD AND GO SOUTH ON THE MAIN ROAD FOR 0.2
 EJ1731'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD AND GO
 EJ1731'SOUTH ON THE MAIN ROAD FOR 0.75 MILE TO THE SUMMIT OF CLIFTON
 EJ1731'RIDGE.  TURN RIGHT AND GO WEST ON RIDGE ROAD FOR 0.6 MILE TO
 EJ1731'THE STATION ON THE RIGHT JUST AFTER CROSSING SMALL SADDLE.
 EJ1731'
 EJ1731'STATION MARK IS A STANDARD DISK, STAMPED CLIFTON 1940, SET IN
 EJ1731'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 EJ1731'IT IS 30 FEET EAST-NORTHEAST OF AN 8 INCH OAK TREE WITH A TRIANGLE
 EJ1731'BLAZE ON THE EAST SIDE, 26 FEET NORTH OF THE CENTER OF
 EJ1731'THE RIDGE ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EJ1731'
 EJ1731'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLIFTON NO 1 1940,
 EJ1731'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3
 EJ1731'INCHES.  IT IS 41 FEET NORTH-NORTHWEST OF THE TRIANGLE BLAZED
 EJ1731'TREE, 22 FEET NORTH OF THE CENTER OF THE ROAD AND ABOUT 3 FEET
 EJ1731'LOWER THAN THE STATION.
 EJ1731'
 EJ1731'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLIFTON NO 2 1940,
 EJ1731'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 EJ1731'4 INCHES.  IT IS 83 FEET NORTH OF THE CENTER OF THE ROAD, 68
 EJ1731'FEET NORTH OF THE TRIANGLE BLAZED TREE AND ABOUT 5 FEET LOWER
 EJ1731'THAN THE STATION.
 EJ1731'
 EJ1731'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLIFTON 1940, SET IN THE
 EJ1731'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT
 EJ1731'IS 131 FEET SOUTH OF THE CENTER OF A ROAD LEADING EAST, 33
 EJ1731'FEET EAST OF THE CENTER OF THE ROAD AND 1 FOOT EAST OF A METAL
 EJ1731'WITNESS POST.
 EJ1731
 EJ1731                          STATION RECOVERY (1980)
 EJ1731
 EJ1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DDR)
 EJ1731'THE STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 EJ1731'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 1 WAS DESTROYED BY
 EJ1731'ROAD CONSTRUCTION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION
 EJ1731'DUE TO TREES AND NO SUITABLE LOCATION WAS FOUND FOR A NEW AZIMUTH
 EJ1731'MARK.  A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE.  A NEW
 EJ1731'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 13 MI (20.92 KM)
 EJ1731'NORTH NORTHWEST OF LITTLE ROCK, 6.5 MI (10.46 KM) SOUTHEAST OF
 EJ1731'MAYFLOWER AT THE SUMMIT OF CLIFTON RIDGE ON PROPERTY OF CAMP JOSEPH T
 EJ1731'ROBINSON MILITARY RESERVATION.  TO REACH THE STATION FROM THE JUNCTION
 EJ1731'OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY 89 ABOUT 20 MI (32.19 KM)
 EJ1731'NORTH NORTHWEST OF LITTLE ROCK, GO EAST ON STATE HIGHWAY 89 FOR 4.45
 EJ1731'MI (7.16 KM) TO A CROSSROAD -PAVED ON THE LEFT-, TURN RIGHT AND GO
 EJ1731'SOUTH ON DIRT ROAD FOR 1.55 MI (2.49 KM) TO A FORK, TAKE THE RIGHT
 EJ1731'FORK AND CONTINUE SOUTH FOR 1.35 MI (2.17 KM) TO A CROSSROAD ON TOP OF
 EJ1731'RIDGE, CONTINUE STRAIGHT AHEAD SOUTH FOR 0.2 MI (0.32 KM) TO AZIMUTH
 EJ1731'MARK ON THE LEFT, CONTINUE SOUTH FOR 0.75 MI (1.21 KM) TO A CROSSROAD
 EJ1731'ON TOP OF CLIFTON RIDGE, TURN RIGHT AND GO WEST ALONG TOP OF RIDGE FOR
 EJ1731'0.6 MI (0.97 KM) TO THE STATION ON THE RIGHT JUST AFTER CROSSING SMALL
 EJ1731'SADDLE ON RIDGE.  THE STATION IS A STANDARD DISK, STAMPED-CLIFTON
 EJ1731'1940-, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 EJ1731'IT IS 32 FT (9.75 M) NORTH OF THE CENTER OF ROAD, 20.5 FT (6.25 M)
 EJ1731'SOUTHEAST OF AN 18 INCH OAK TREE AND 1.0 FT (0.30 M) NORTH OF A METAL
 EJ1731'WITNESS POST AND SIGN. REFERENCE MARK NO 2 IS A STANDARD DISK,
 EJ1731'STAMPED-CLIFTON NO 2 1940-, SET IN THE TOP OF A SQUARE CONCRETE POST
 EJ1731'PROJECTING 4 INCHES.  IT IS IN WOODS ON NORTH SLOPE OF RIDGE ABOUT 5
 EJ1731'FT (1.52 M) LOWER THAN THE STATION, 86 FT (26.21 M) NORTH OF THE
 EJ1731'CENTER OF ROAD, 16 FT (4.88 M) NORTH NORTHEAST OF A 28 INCH OAK TREE
 EJ1731'AND 1.2 FT (0.37 M) WEST OF A METAL WITNESS POST AND SIGN.  REFERENCE
 EJ1731'MARK NO 3 IS A STANDARD DISK, STAMPED-CLIFTON 1940 NO 3 1980-, SET IN
 EJ1731'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 30 FT
 EJ1731'(9.14 M) NORTH OF THE CENTER OF ROAD, 23 FT (7.01 M) EAST SOUTHEAST OF
 EJ1731'A 16 INCH OAK TREE AND 1.4 FT (0.43 M) NORTH OF A METAL WITNESS POST
 EJ1731'AND SIGN.  THE AZIMUTH MARK IS A STANDARD DISK, STAMPED-CLIFTON 1940-,
 EJ1731'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 EJ1731'130 FT (39.62 M) SOUTH OF A DIM WOODS ROAD, 33 FT (10.06 M) EAST OF
 EJ1731'THE CENTER OF DIRT ROAD AND 1 FT (0.30 M) EAST OF A METAL WITNESS POST
 EJ1731'AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0450 ***********************************************************************
 EJ0450  DESIGNATION -  CLIFTON AZ MK
 EJ0450  PID         -  EJ0450
 EJ0450  STATE/COUNTY-  AR/PULASKI
 EJ0450  USGS QUAD   -  CATO (1987)
 EJ0450
 EJ0450                         *CURRENT SURVEY CONTROL
 EJ0450  ___________________________________________________________________
 EJ0450* NAD 83(1986)-  34 55 30.     (N)    092 19 11.     (W)     SCALED    
 EJ0450* NAVD 88     -        97.167  (meters)     318.79   (feet)  POSTED    
 EJ0450  ___________________________________________________________________
 EJ0450  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ0450  DYNAMIC HT  -          97.080 (meters)     318.50  (feet)  COMP
 EJ0450  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 EJ0450
 EJ0450  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EJ0450
 EJ0450.The horizontal coordinates were scaled from a topographic map and have
 EJ0450.an estimated accuracy of +/- 6 seconds.
 EJ0450
 EJ0450.The orthometric height was determined by differential leveling
 EJ0450.and adjusted by the National Geodetic Survey in 1992..
 EJ0450.No vertical observational check was made to the station.
 EJ0450.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EJ0450.was located on a no-check spur therefore a value was not computed.
 EJ0450
 EJ0450.The geoid height was determined by GEOID03.
 EJ0450
 EJ0450.The dynamic height is computed by dividing the NAVD 88
 EJ0450.geopotential number by the normal gravity value computed on the
 EJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0450.degrees latitude (g = 980.6199 gals.).
 EJ0450
 EJ0450.The modeled gravity was interpolated from observed gravity values.
 EJ0450
 EJ0450;                    North         East    Units  Estimated Accuracy
 EJ0450;SPC AR S     -   650,540.      370,790.      MT  (+/- 180 meters Scaled)
 EJ0450
 EJ0450                          SUPERSEDED SURVEY CONTROL
 EJ0450
 EJ0450  NGVD 29 (??/??/92)   97.202  (m)          318.90   (f) ADJ UNCH    2 0
 EJ0450
 EJ0450.Superseded values are not recommended for survey control.
 EJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0450.See file dsdata.txt to determine how the superseded data were derived.
 EJ0450
 EJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU621649(NAD 83)
 EJ0450_MARKER: DZ = AZIMUTH MARK DISK
 EJ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0450_STAMPING: CLIFTON 1960
 EJ0450_MARK LOGO: CGS   
 EJ0450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0450
 EJ0450  HISTORY     - Date     Condition        Report By
 EJ0450  HISTORY     - 1940     MONUMENTED       CGS
 EJ0450  HISTORY     - 19800101 GOOD             CGS
 EJ0450
 EJ0450                          STATION DESCRIPTION
 EJ0450
 EJ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0450'5.6 MI NE FROM MARCHE.
 EJ0450'5.6 MILES NORTHEAST ALONG A COUNTY ROAD FROM MARCHE, PULASKI COUNTY,
 EJ0450'300 FEET SOUTHWEST OF THE RESIDENCE OF WILLIAM MULLINS, AND 36 FEET
 EJ0450'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD REFERENCE-MARK DISK
 EJ0450'STAMPED CLIFTON 1940 AND SET IN THE TOP OF A SQUARE BLOCK.
 EJ0450
 EJ0450                          STATION RECOVERY (1980)
 EJ0450
 EJ0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1980 (DDR)
 EJ0450'AZIMUTH MARK IS A STANDARD DISK, STAMPED-CLIFTON 1940- AND SET IN TOP
 EJ0450'OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 130 FEET SOUTH
 EJ0450'OF A DIM WOODS ROAD, 33 FEET EAST OF THE CENTER OF DIRT ROAD AND 1
 EJ0450'FOOT EAST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1675 ***********************************************************************
 FG1675  DESIGNATION -  CLINTON
 FG1675  PID         -  FG1675
 FG1675  STATE/COUNTY-  AR/VAN BUREN
 FG1675  USGS QUAD   -  CLINTON (1981)
 FG1675
 FG1675                         *CURRENT SURVEY CONTROL
 FG1675  ___________________________________________________________________
 FG1675* NAD 83(1997)-  35 35 57.97857(N)    092 25 36.34289(W)     ADJUSTED  
 FG1675* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FG1675  ___________________________________________________________________
 FG1675  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 FG1675  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG1675
 FG1675  HORZ ORDER  -  THIRD
 FG1675
 FG1675.The horizontal coordinates were established by classical geodetic methods
 FG1675.and adjusted by the National Geodetic Survey in September 1999..
 FG1675
 FG1675.The orthometric height was scaled from a topographic map.
 FG1675
 FG1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1675
 FG1675.The geoid height was determined by GEOID03.
 FG1675
 FG1675;                    North         East     Units Scale Factor Converg.
 FG1675;SPC AR N     -   140,547.409   361,330.527   MT  0.99993597   -0 14 54.0
 FG1675;SPC AR N     -   461,112.62  1,185,465.24   sFT  0.99993597   -0 14 54.0
 FG1675;UTM  15      - 3,939,673.019   551,924.869   MT  0.99963322   +0 20 01.3
 FG1675
 FG1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1675!SPC AR N     -   0.99997830  x   0.99993597  =   0.99991427
 FG1675!UTM  15      -   0.99997830  x   0.99963322  =   0.99961153
 FG1675
 FG1675|---------------------------------------------------------------------|
 FG1675| PID    Reference Object                     Distance      Geod. Az  |
 FG1675|                                                           dddmmss.s |
 FG1675| CI1476 CLINTON RM 2                         10.394 METERS 17601     |
 FG1675| FG1781 EVANS                               APPROX. 8.1 KM 2815016.4 |
 FG1675| CI1475 CLINTON RM 1                          9.104 METERS 35439     |
 FG1675|---------------------------------------------------------------------|
 FG1675
 FG1675                          SUPERSEDED SURVEY CONTROL
 FG1675
 FG1675  NAD 83(1986)-  35 35 57.99142(N)    092 25 36.34190(W) AD(       ) 3
 FG1675  NAD 27      -  35 35 57.71400(N)    092 25 35.78100(W) AD(       ) 3
 FG1675
 FG1675.Superseded values are not recommended for survey control.
 FG1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1675.See file dsdata.txt to determine how the superseded data were derived.
 FG1675
 FG1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5192539673(NAD 83)
 FG1675_MARKER: DS = TRIANGULATION STATION DISK
 FG1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1675
 FG1675  HISTORY     - Date     Condition        Report By
 FG1675  HISTORY     - 1954     MONUMENTED       CGS
 FG1675  HISTORY     - 1972     GOOD             NGS
 FG1675  HISTORY     - 19720501 GOOD             USGS
 FG1675
 FG1675                          STATION DESCRIPTION
 FG1675
 FG1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1675'THE STATION IS IN SECTION 13, T 11 N, R 14 W, ABOUT 1-3/4 MILES
 FG1675'EAST AND 1/2 MILE NORTH OF CLINTON, 0.05 MILE SOUTH OF STATE
 FG1675'HIGHWAY 16, 24 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 4
 FG1675'FEET EAST OF A WIRE FENCE AND 4 FEET SOUTHEAST OF A 4 X 4 INCH
 FG1675'WHITE WITNESS POST.
 FG1675'
 FG1675'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 FG1675'U.S. HIGHWAY 65 IN CLINTON, GO NORTH ON U.S. HIGHWAY 65 FOR
 FG1675'0.95 MILE TO THE JUNCTION OF STATE HIGHWAY 16 JUST AFTER CROSSING
 FG1675'A BRIDGE, TURN RIGHT ON STATE HIGHWAY 16 AND GO EAST FOR 2.0
 FG1675'MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT FOR 0.05 MILE TO
 FG1675'THE STATION ON THE RIGHT.
 FG1675'
 FG1675'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1675'CLINTON 1954.
 FG1675'
 FG1675'REFERENCE MARK 1 IS 24 FEET WEST OF THE CENTER OF THE GRAVEL
 FG1675'ROAD AND 3 FEET EAST OF THE WIRE FENCE.  THE MARK PROJECTS 3
 FG1675'INCHES AND THE DISK IS STAMPED CLINTON NO 1 1954.
 FG1675'
 FG1675'REFERENCE MARK 2 IS 24 FEET WEST OF THE CENTER OF THE GRAVEL
 FG1675'ROAD AND 4 FEET EAST OF THE WIRE FENCE.  THE MARK PROJECTS 5
 FG1675'INCHES AND THE DISK IS STAMPED CLINTON NO 2 1954.
 FG1675'
 FG1675'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1675'
 FG1675'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FG1675
 FG1675                          STATION RECOVERY (1972)
 FG1675
 FG1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1675'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FG1675'REFERENCE MARK 1 WAS FOUND TILTED AT A 45 DEGREE ANGLE AND REFERENCE
 FG1675'MARK 2 WAS FOUND LYING ON TOP OF THE GROUND.  REFERENCE MARK 3 AND
 FG1675'4 WERE ESTABLISHED THIS DATE.
 FG1675'
 FG1675'THE ROUTE TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 FG1675'
 FG1675'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK AND A
 FG1675'DESCRIPTION FOR REFERENCE MARK 3 AND 4.
 FG1675'
 FG1675'THE STATION MARK IS 93 FEET SOUTH OF THE CENTER OF HIGHWAY 16, 24
 FG1675'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 6 FEET NORTHEAST OF A
 FG1675'TWIN-TRUNKED OAK TREE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 FG1675'
 FG1675'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLINTON 1954 NO 3 1972,
 FG1675'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FG1675'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63 FEET SOUTH OF THE
 FG1675'CENTER OF HIGHWAY 16, 35 FEET NORTH OF THE TWIN-TRUNKED OAK TREE,
 FG1675'26 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT SOUTH
 FG1675'OF A METAL WITNESS POST.
 FG1675'
 FG1675'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CLINTON 1954 NO 4 1972,
 FG1675'CEMENTED IN A DRILL HOLE IN THE TOP WEST EDGE OF ROOF FOR A STORM
 FG1675'CELLAR IN THE BAKER YARD, AT THE SOUTHWEST CORNER OF HOUSE.  IT IS
 FG1675'66 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 22.5 FEET SOUTH
 FG1675'OF THE SOUTHWEST CORNER OF THE HOUSE.
 FG1675'
 FG1675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILE EAST
 FG1675'AND 1/2 MILE NORTH OF CLINTON.
 FG1675
 FG1675                          STATION RECOVERY (1972)
 FG1675
 FG1675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 FG1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0853 ***********************************************************************
 GF0853  DESIGNATION -  CLOUD
 GF0853  PID         -  GF0853
 GF0853  STATE/COUNTY-  AR/MADISON
 GF0853  USGS QUAD   -  HUNTSVILLE (1973)
 GF0853
 GF0853                         *CURRENT SURVEY CONTROL
 GF0853  ___________________________________________________________________
 GF0853* NAD 83(1997)-  36 07 29.80136(N)    093 38 26.75192(W)     ADJUSTED  
 GF0853* NAVD 88     -       580.3    (meters)    1904.     (feet)  VERTCON   
 GF0853  ___________________________________________________________________
 GF0853  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GF0853  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GF0853
 GF0853  HORZ ORDER  -  FIRST
 GF0853
 GF0853.The horizontal coordinates were established by classical geodetic methods
 GF0853.and adjusted by the National Geodetic Survey in September 1999..
 GF0853
 GF0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0853
 GF0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0853
 GF0853.The geoid height was determined by GEOID03.
 GF0853
 GF0853;                    North         East     Units Scale Factor Converg.
 GF0853;SPC AR N     -   199,999.670   252,306.074   MT  0.99998037   -0 57 17.1
 GF0853;SPC AR N     -   656,165.58    827,774.18   sFT  0.99998037   -0 57 17.1
 GF0853;UTM  15      - 3,997,996.890   442,340.290   MT  0.99964096   -0 22 40.0
 GF0853
 GF0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0853!SPC AR N     -   0.99991331  x   0.99998037  =   0.99989368
 GF0853!UTM  15      -   0.99991331  x   0.99964096  =   0.99955430
 GF0853
 GF0853:                Primary Azimuth Mark                     Grid Az
 GF0853:SPC AR N     -  CLOUD AZ MK                              031 51 20.8
 GF0853:UTM  15      -  CLOUD AZ MK                              031 16 43.7
 GF0853
 GF0853|---------------------------------------------------------------------|
 GF0853| PID    Reference Object                     Distance      Geod. Az  |
 GF0853|                                                           dddmmss.s |
 GF0853| CI1479 CLOUD AZ MK                                        0305403.7 |
 GF0853| CI0607 CLOUD RM 1                           46.055 METERS 07952     |
 GF0853| GF0858 HUNTSVILLE MUN STANDPIPE            APPROX.10.3 KM 2451619.5 |
 GF0853| CI0608 CLOUD RM 2                           45.452 METERS 31528     |
 GF0853|---------------------------------------------------------------------|
 GF0853
 GF0853                          SUPERSEDED SURVEY CONTROL
 GF0853
 GF0853  NAD 83(1997)-  36 07 29.81271(N)    093 38 26.75229(W) AD(       ) 1
 GF0853  NAD 83(1986)-  36 07 29.81245(N)    093 38 26.75381(W) AD(       ) 1
 GF0853  NAD 27      -  36 07 29.54460(N)    093 38 26.06981(W) AD(       ) 1
 GF0853  NGVD 29 (07/19/86)  580.2    (m)         1904.     (f) VERT ANG       
 GF0853
 GF0853.Superseded values are not recommended for survey control.
 GF0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0853.See file dsdata.txt to determine how the superseded data were derived.
 GF0853
 GF0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4234097997(NAD 83)
 GF0853_MARKER: DS = TRIANGULATION STATION DISK
 GF0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0853_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0853
 GF0853  HISTORY     - Date     Condition        Report By
 GF0853  HISTORY     - 1971     MONUMENTED       NGS
 GF0853
 GF0853                          STATION DESCRIPTION
 GF0853
 GF0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0853'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 5 MILES EAST OF
 GF0853'HUNTSVILLE, 2 MILES SOUTH AND 2 MILES EAST OF ALABAM, IN SECTION 21,
 GF0853'R 25 W, T 11 N AND ON PROPERTY OWNED BY MR. W. R. CLOUD, ROUTE 4,
 GF0853'BOX 63, HUNTSVILLE.
 GF0853'
 GF0853'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 68,
 GF0853'ABOUT 1 MILE NORTHEAST OF HUNTSVILLE, GO NORTHEAST ON STATE HIGHWAY
 GF0853'68 FOR 4.1 MILES TO THE JUNCTION OF STATE HIGHWAY 127 ON LEFT.
 GF0853'CONTINUE AHEAD EAST ON STATE HIGHWAY 68 FOR 1.9 MILES TO A SIDE
 GF0853'ROAD RIGHT AND SIGN POSTED NO TRESPASSING.  TURN RIGHT AND FOLLOW
 GF0853'ROAD SOUTH, EASTERLY AND SOUTHEASTERLY UP HILL FOR 0.8 MILE TO A
 GF0853'GATE.  (TO REACH THE AZIMUTH MARK FROM HERE, TURN LEFT AND GO
 GF0853'EASTERLY ALONG THE SOUTH SIDE OF A FENCE FOR 0.2 MILE TO THE MARK AS
 GF0853'DESCRIBED).  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY ON
 GF0853'TRACK ROAD FOR 0.4 MILE TO MR. CLOUDS HOUSE AND STATION.
 GF0853'
 GF0853'STATION MARK DISKS ARE STANDARD DISKS STAMPED CLOUD 1971.  THE
 GF0853'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 GF0853'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 188.0 FEET
 GF0853'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 55 FEET NORTHWEST OF
 GF0853'THE NORTHWEST CORNER OF THE BARN AND 18.0 FEET NORTH OF THE FENCE.*
 GF0853'
 GF0853'REFERENCE MARK 1, A STANDARD DISK STAMPED CLOUD NO 1 1971, IS
 GF0853'CEMENTED IN A DRILL HOLE IN A BEDROCK FORMATION THAT IS 1 BY 2 FEET
 GF0853'IN SIZE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 242 FEET
 GF0853'SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 73 FEET NORTHEAST
 GF0853'OF THE NORTHEAST CORNER OF THE BARN, 49 FEET NORTH OF THE FENCE AND
 GF0853'THE MARK IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 GF0853'
 GF0853'REFERENCE MARK 2, A STANDARD DISK STAMPED CLOUD NO 2 1971, IS
 GF0853'CEMENTED IN A DRILL HOLE IN A BEDROCK FORMATION THAT IS 2 BY 3 FEET
 GF0853'IN SIZE AND IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 122 FEET
 GF0853'NORTH OF THE FENCE, 71.0 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 GF0853'OF THE HOUSE, 62.5 FEET SOUTHEAST OF A POWER LINE POLE AND THE MARK
 GF0853'IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 GF0853'
 GF0853'AZIMUTH MARK, A STANDARD DISK STAMPED CLOUD 1971, IS CEMENTED IN A
 GF0853'DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 GF0853'SURFACE.  IT IS 210 FEET SOUTH OF THE FENCE LINE, 57 FEET WEST OF
 GF0853'THE WEST EDGE OF BRUSH LINE AND 3.3 FEET SOUTHWEST OF A METAL
 GF0853'WITNESS POST.*
 GF0853'
 GF0853'*THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 GF0853'INCHES BELOW THE GROUND SURFACE.
 GF0853'
 GF0853'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1882 ***********************************************************************
 FG1882  DESIGNATION -  COAL HILL
 FG1882  PID         -  FG1882
 FG1882  STATE/COUNTY-  AR/JOHNSON
 FG1882  USGS QUAD   -  COAL HILL (1993)
 FG1882
 FG1882                         *CURRENT SURVEY CONTROL
 FG1882  ___________________________________________________________________
 FG1882* NAD 83(1997)-  35 25 13.42241(N)    093 39 51.21788(W)     ADJUSTED  
 FG1882* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 FG1882  ___________________________________________________________________
 FG1882  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 FG1882  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FG1882
 FG1882  HORZ ORDER  -  FIRST
 FG1882
 FG1882.The horizontal coordinates were established by classical geodetic methods
 FG1882.and adjusted by the National Geodetic Survey in September 1999..
 FG1882
 FG1882.The orthometric height was scaled from a topographic map.
 FG1882
 FG1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1882
 FG1882.The geoid height was determined by GEOID03.
 FG1882
 FG1882;                    North         East     Units Scale Factor Converg.
 FG1882;SPC AR N     -   121,877.206   248,873.116   MT  0.99994000   -0 58 06.3
 FG1882;SPC AR N     -   399,858.80    816,511.21   sFT  0.99994000   -0 58 06.3
 FG1882;UTM  15      - 3,919,867.488   439,699.354   MT  0.99964481   -0 23 05.9
 FG1882
 FG1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1882!SPC AR N     -   0.99998059  x   0.99994000  =   0.99992059
 FG1882!UTM  15      -   0.99998059  x   0.99964481  =   0.99962541
 FG1882
 FG1882:                Primary Azimuth Mark                     Grid Az
 FG1882:SPC AR N     -  COAL HILL AZ MK                          001 17 10.6
 FG1882:UTM  15      -  COAL HILL AZ MK                          000 42 10.2
 FG1882
 FG1882|---------------------------------------------------------------------|
 FG1882| PID    Reference Object                     Distance      Geod. Az  |
 FG1882|                                                           dddmmss.s |
 FG1882| CI0615 COAL HILL AZ MK                                    0001904.3 |
 FG1882| CI0616 COAL HILL RM 1                       20.114 METERS 18636     |
 FG1882| CI0617 COAL HILL RM 2                       15.584 METERS 27520     |
 FG1882| FG1893 ALTUS ST MARYS CATH CH SPIRE        APPROX. 9.3 KM 2922457.5 |
 FG1882|---------------------------------------------------------------------|
 FG1882
 FG1882                          SUPERSEDED SURVEY CONTROL
 FG1882
 FG1882  NAD 83(1997)-  35 25 13.43322(N)    093 39 51.21574(W) AD(       ) 1
 FG1882  NAD 83(1986)-  35 25 13.43299(N)    093 39 51.21299(W) AD(       ) 1
 FG1882  NAD 27      -  35 25 13.12600(N)    093 39 50.52200(W) AD(       ) 1
 FG1882
 FG1882.Superseded values are not recommended for survey control.
 FG1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1882.See file dsdata.txt to determine how the superseded data were derived.
 FG1882
 FG1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3969919867(NAD 83)
 FG1882_MARKER: DS = TRIANGULATION STATION DISK
 FG1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1882
 FG1882  HISTORY     - Date     Condition        Report By
 FG1882  HISTORY     - 1940     MONUMENTED       CGS
 FG1882  HISTORY     - 1971     GOOD             NGS
 FG1882  HISTORY     - 1971     GOOD             NGS
 FG1882
 FG1882                          STATION DESCRIPTION
 FG1882
 FG1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1882'STATION IS LOCATED ABOUT 1 MILE S OF COAL HILL.  IT IS ON THE
 FG1882'HIGHEST POINT OF A LOW, BARE HILL, ABOUT 600 FEET S OF A FRAME
 FG1882'HOUSE, 30 FEET E OF THE CENTER LINE OF A N-S ROAD AND 15 FEET
 FG1882'E OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND IS STAMPED
 FG1882'COAL HILL 1940.  THERE IS A WHITE REFERENCE POST 9 FEET W OF THE
 FG1882'STATION.
 FG1882'
 FG1882'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1882'DISKS SET IN CONCRETE.
 FG1882'
 FG1882'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION,
 FG1882'20 FEET E OF THE CENTER LINE OF A N-S ROAD.  IT PROJECTS 10
 FG1882'INCHES AND IS STAMPED COAL HILL NO. 1, 1940.
 FG1882'
 FG1882'REFERENCE MARK NO.2 IS ABOUT ONE FOOT LOWER THAN THE STATION,
 FG1882'20 FEET W OF THE CENTER LINE OF A N-S ROAD.  IT PROJECTS 8
 FG1882'INCHES AND IS STAMPED COAL HILL NO.2, 1940.
 FG1882'
 FG1882'THE AZIMUTH MARK IS 0.8 MILE N OF THE STATION, AT A CROSS ROAD,
 FG1882'IT IS 30 FEET N OF E-W ROAD, 90 FEET E OF CHURCH, IN THE CHURCH
 FG1882'YARD.  IT PROJECTS 8 INCHES AND IS STAMPED COAL HILL 1940.
 FG1882'THERE IS A WHITE REFERENCE POST 5 FEET E OF THE MARK.
 FG1882'
 FG1882'TO REACH THE STATION FROM THE COAL HILL POST OFFICE GO N ON MAIN
 FG1882'STREET FOR 0.1 MILE TO U.S. HIGHWAY 64.  TURN RIGHT, (E), AND GO
 FG1882'0.65 MILE TO CROSS ROAD.  TURN RIGHT, (S), AND GO 0.4 MILE TO
 FG1882'CROSS ROAD.  THE AZIMUTH MARK IS 90 FEET E OF THE CHURCH AT
 FG1882'THE CROSS ROAD.  CONTINUE S FOR 0.8 MILE- TOP OF HILL AND
 FG1882'STATION.
 FG1882
 FG1882                          STATION RECOVERY (1971)
 FG1882
 FG1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FG1882'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 FG1882'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FG1882'
 FG1882'TO REACH THE STATION FROM THE POST OFFICE IN COAL HILL, GO EAST ON
 FG1882'U. S. HIGHWAY 64 FOR 0.6 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 FG1882'SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO A CROSSROAD AND THE AZIMUTH
 FG1882'MARK ON THE NORTH SIDE OF ROAD ABOUT 100 FEET WEST OF THE CROSSROAD.
 FG1882'TURN LEFT AND GO SOUTH A GRAVELED ROAD FOR 0.95 MILE TO A
 FG1882'DRIVEWAY AND STATION ON LEFT.
 FG1882'
 FG1882'STATION MARK IS 30 FEET EAST OF THE CENTER OF ROAD, 21.5 FEET SOUTH
 FG1882'OF THE CENTER OF TRACK ROAD LEADING EAST THROUGH AN ORCHARD, AND 19
 FG1882'FEET WEST-SOUTHWEST OF A PEACH TREE AT THE SOUTH SIDE OF THE TRACK
 FG1882'ROAD.
 FG1882'
 FG1882'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE ROAD.
 FG1882'
 FG1882'REFERENCE MARK NO. 2 IS 20 FEET WEST OF THE CENTER OF THE ROAD AND
 FG1882'1 FOOT SOUTH OF A METAL WITNESS POST.
 FG1882'
 FG1882'AZIMUTH MARK IS 38 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 FG1882'OLD ROCK SCHOOL, 30 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND
 FG1882'1 FOOT WEST OF A METAL WITNESS POST.
 FG1882'
 FG1882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILES SOUTH
 FG1882'OF COAL HILL.
 FG1882
 FG1882                          STATION RECOVERY (1971)
 FG1882
 FG1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EAB)
 FG1882'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK RECOVERED
 FG1882'AND FOUND IN GOOD CONDITION.
 FG1882'
 FG1882'THE DESCRIPTION BY A. N. S., 1940, IS ADEQUATE TO REACH AND RECOVER
 FG1882'MARK TO BE VISIBLE TO THE STATION FROM A 4-FOOT STAND.
 FG1882'
 FG1882'THE STATION WAS NOT OCCUPIED AT THIS TIME AND THE DISTANCE AND
 FG1882'DIRECTION TO THE MARKS WAS NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2876 ***********************************************************************
 EH2876  DESIGNATION -  COFFEE
 EH2876  PID         -  EH2876
 EH2876  STATE/COUNTY-  AR/PHILLIPS
 EH2876  USGS QUAD   -  MARVELL (1971)
 EH2876
 EH2876                         *CURRENT SURVEY CONTROL
 EH2876  ___________________________________________________________________
 EH2876* NAD 83(1997)-  34 31 08.31789(N)    090 57 53.80145(W)     ADJUSTED  
 EH2876* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 EH2876  ___________________________________________________________________
 EH2876  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EH2876  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH2876
 EH2876  HORZ ORDER  -  SECOND
 EH2876
 EH2876.The horizontal coordinates were established by classical geodetic methods
 EH2876.and adjusted by the National Geodetic Survey in September 1999..
 EH2876
 EH2876.The orthometric height was scaled from a topographic map.
 EH2876
 EH2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2876
 EH2876.The geoid height was determined by GEOID03.
 EH2876
 EH2876;                    North         East     Units Scale Factor Converg.
 EH2876;SPC AR S     -   605,927.795   495,031.922   MT  0.99995414   +0 34 45.5
 EH2876;SPC AR S     - 1,987,948.11  1,624,117.23   sFT  0.99995414   +0 34 45.5
 EH2876;UTM  15      - 3,821,581.925   686,796.491   MT  1.00003010   +1 09 12.8
 EH2876
 EH2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2876!SPC AR S     -   0.99999529  x   0.99995414  =   0.99994943
 EH2876!UTM  15      -   0.99999529  x   1.00003010  =   1.00002539
 EH2876
 EH2876:                Primary Azimuth Mark                     Grid Az
 EH2876:SPC AR S     -  MARVELL FEDERAL COMPRESS SW TK           041 30 40.8
 EH2876:UTM  15      -  MARVELL FEDERAL COMPRESS SW TK           040 56 13.5
 EH2876
 EH2876|---------------------------------------------------------------------|
 EH2876| PID    Reference Object                     Distance      Geod. Az  |
 EH2876|                                                           dddmmss.s |
 EH2876| EH2873 MARVELL FEDERAL COMPRESS SW TK      APPROX. 5.7 KM 0420526.3 |
 EH2876| EH2875 MARVELL FEDERAL COMPRESS NE TK      APPROX. 5.8 KM 0431753.6 |
 EH2876| EH2874 MARVELL MUNICIPAL TANK              APPROX. 6.2 KM 0472353.1 |
 EH2876| CY5451 COFFEE RM 1                          27.781 METERS 08953     |
 EH2876| CY5450 COFFEE AZ MK                                       2271145.8 |
 EH2876| CY5452 COFFEE RM 2                          26.259 METERS 27239     |
 EH2876|---------------------------------------------------------------------|
 EH2876
 EH2876                          SUPERSEDED SURVEY CONTROL
 EH2876
 EH2876  NAD 83(1997)-  34 31 08.32295(N)    090 57 53.79997(W) AD(       ) 2
 EH2876  NAD 83(1997)-  34 31 08.32283(N)    090 57 53.79946(W) AD(       ) 2
 EH2876  NAD 83(1986)-  34 31 08.32573(N)    090 57 53.79850(W) AD(       ) 2
 EH2876  NAD 27      -  34 31 07.96456(N)    090 57 53.38171(W) AD(       ) 2
 EH2876
 EH2876.Superseded values are not recommended for survey control.
 EH2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2876.See file dsdata.txt to determine how the superseded data were derived.
 EH2876
 EH2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8679621582(NAD 83)
 EH2876_MARKER: DS = TRIANGULATION STATION DISK
 EH2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2876
 EH2876  HISTORY     - Date     Condition        Report By
 EH2876  HISTORY     - 1965     MONUMENTED       CGS
 EH2876  HISTORY     - 1987     GOOD             USPSQD
 EH2876
 EH2876                          STATION DESCRIPTION
 EH2876
 EH2876'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2876'STATION IS ABOUT 4 MILES SOUTHWEST OF MARVELL, ALONG THE
 EH2876'EAST SIDE OF STATE HIGHWAY 1, AND THE NORTH SIDE OF A FIELD
 EH2876'ROAD, ON THE PROPERTY OF MR. WILLIAM JARRETT.
 EH2876'
 EH2876'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1
 EH2876'AND 49 IN THE NORTHWEST EDGE OF MARVELL, GO SOUTHWEST OF
 EH2876'STATE HIGHWAY 1 FOR 2.7 MILES TO A Y-FORK, JUNCTION WITH
 EH2876'STATE HIGHWAY 243.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST
 EH2876'ON STATE HIGHWAY 1 FOR 1.15 MILES TO A FIELD ROAD ON THE LEFT.*
 EH2876'TURN LEFT AND GO EAST ON A FIELD ROAD ALONG THE SOUTH SIDE
 EH2876'OF A ROW OF TREES FOR 0.1 MILE TO THE STATION ON THE LEFT.
 EH2876'
 EH2876'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHWEST
 EH2876'ON STATE HIGHWAY 1 FOR 0.15 MILE TO A CONCRETE BRIDGE OVER
 EH2876'COFFEE CREEK AND THE AZIMUTH MARK IN THE NORTHWEST CORNER
 EH2876'OF THE BRIDGE.
 EH2876'
 EH2876'STATION MARKS ARE STANDARD DISKS STAMPED COFFEE 1965.  THE
 EH2876'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2876'5 INCHES.  IT IS 143 FEET WEST OF A 64 INCH OAK TREE, 31
 EH2876'FEET NORTH OF THE CENTER OF A FIELD ROAD, 24 FEET SOUTH OF
 EH2876'THE SOUTH EDGE OF A CULTIVATED FIELD, 16 FEET SOUTHWEST OF
 EH2876'A 14 INCH TREE, AND 5.5 FEET SOUTHEAST OF A METAL WITNESS
 EH2876'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 EH2876'OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2876'
 EH2876'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COFFEE NO 1
 EH2876'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2876'4 INCHES.  IT IS 52 FEET WEST OF THE 64 INCH OAK TREE, 7
 EH2876'FEET NORTH OF A TWIN TRUNKED 18 INCH OAK TREE, AND 1.5 FEET
 EH2876'NORTHEAST OF A METAL WITNESS POST.
 EH2876'
 EH2876'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COFFEE NO 2
 EH2876'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2876'5 INCHES.  IT IS 30 FEET NORTH OF THE CENTER OF THE FIELD
 EH2876'ROAD, 23 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED FIELD,
 EH2876'AND 2 FEET EAST OF A METAL WITNESS POST.
 EH2876'
 EH2876'AZIMUTH MARK, A STANDARD DISK STAMPED COFFEE 1965, IS CEMENTED
 EH2876'IN A DRILLED HOLE IN THE WALK, AT THE NORTHWEST CORNER OF
 EH2876'THE BRIDGE.  IT IS 14 FEET NORTHWEST OF THE CENTERLINE OF STATE
 EH2876'HIGHWAY 1.
 EH2876'
 EH2876'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2876'
 EH2876'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 EH2876
 EH2876                          STATION RECOVERY (1987)
 EH2876
 EH2876'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH2876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1039 ***********************************************************************
 GE1039  DESIGNATION -  COLLEGE CITY MUN TK AND APT BN
 GE1039  PID         -  GE1039
 GE1039  STATE/COUNTY-  AR/LAWRENCE
 GE1039  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1039
 GE1039                         *CURRENT SURVEY CONTROL
 GE1039  ___________________________________________________________________
 GE1039* NAD 83(1997)-  36 07 22.11874(N)    090 56 07.63035(W)     ADJUSTED  
 GE1039* NAVD 88     -                                                        
 GE1039  ___________________________________________________________________
 GE1039  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 GE1039  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GE1039
 GE1039  HORZ ORDER  -  THIRD
 GE1039
 GE1039.The horizontal coordinates were established by classical geodetic methods
 GE1039.and adjusted by the National Geodetic Survey in September 1999..
 GE1039
 GE1039
 GE1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1039
 GE1039.The geoid height was determined by GEOID03.
 GE1039
 GE1039;                    North         East     Units Scale Factor Converg.
 GE1039;SPC AR N     -   199,050.331   495,830.672   MT  0.99998002   +0 37 10.1
 GE1039;SPC AR N     -   653,050.96  1,626,737.80   sFT  0.99998002   +0 37 10.1
 GE1039;UTM  15      - 3,999,543.957   685,796.165   MT  1.00002536   +1 13 02.8
 GE1039
 GE1039                          SUPERSEDED SURVEY CONTROL
 GE1039
 GE1039  NAD 83(1986)-  36 07 22.12925(N)    090 56 07.63000(W) AD(       ) 4
 GE1039  NAD 27      -  36 07 21.88100(N)    090 56 07.19900(W) AD(       ) 3
 GE1039
 GE1039.Superseded values are not recommended for survey control.
 GE1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1039.See file dsdata.txt to determine how the superseded data were derived.
 GE1039
 GE1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8579699544(NAD 83)
 GE1039_MARKER: 21 = AIRPORT BEACON
 GE1039
 GE1039  HISTORY     - Date     Condition        Report By
 GE1039  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1039
 GE1039                          STATION DESCRIPTION
 GE1039
 GE1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1039'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF COLLEGE CITY,
 GE1039'62 FEET SOUTH OF THE SOUTH EDGE OF A BUILDING AND 45 FEET
 GE1039'EAST OF THE CENTER OF A PAVED STREET.  IT IS A 4 LEGGED STEEL
 GE1039'STRUCTURE SUPPORTING THE TANK PROPER AND THE TANK HAS A
 GE1039'CONICAL SHAPED ROOF WITH A BEACON AT THE APEX.  THE OVERALL
 GE1039'HEIGHT IS ABOUT 135 FEET.
 GE1039'
 GE1039'THE BEACON AT THE APEX OF THE TANK ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1440 ***********************************************************************
 DL1440  DESIGNATION -  COLLINS
 DL1440  PID         -  DL1440
 DL1440  STATE/COUNTY-  AR/NEVADA
 DL1440  USGS QUAD   -  LANEBURG (1973)
 DL1440
 DL1440                         *CURRENT SURVEY CONTROL
 DL1440  ___________________________________________________________________
 DL1440* NAD 83(1997)-  33 37 33.57943(N)    093 22 26.47755(W)     ADJUSTED  
 DL1440* NAVD 88     -       157.28   (+/-2cm)     516.0    (feet)  VERTCON   
 DL1440  ___________________________________________________________________
 DL1440  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DL1440  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1440
 DL1440  HORZ ORDER  -  FIRST
 DL1440  VERT ORDER  -  THIRD ? (See Below)
 DL1440
 DL1440.The horizontal coordinates were established by classical geodetic methods
 DL1440.and adjusted by the National Geodetic Survey in September 1999..
 DL1440
 DL1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1440.The vertical order pertains to the NGVD 29 superseded value.
 DL1440
 DL1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1440
 DL1440.The geoid height was determined by GEOID03.
 DL1440
 DL1440;                    North         East     Units Scale Factor Converg.
 DL1440;SPC AR S     -   507,256.990   272,518.703   MT  0.99994372   -0 46 08.5
 DL1440;SPC AR S     - 1,664,225.64    894,088.44   sFT  0.99994372   -0 46 08.5
 DL1440;UTM  15      - 3,720,750.930   465,309.187   MT  0.99961484   -0 12 25.6
 DL1440
 DL1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1440!SPC AR S     -   0.99997951  x   0.99994372  =   0.99992323
 DL1440!UTM  15      -   0.99997951  x   0.99961484  =   0.99959436
 DL1440
 DL1440:                Primary Azimuth Mark                     Grid Az
 DL1440:SPC AR S     -  COLLINS AZ MK                            005 29 34.9
 DL1440:UTM  15      -  COLLINS AZ MK                            004 55 52.0
 DL1440
 DL1440|---------------------------------------------------------------------|
 DL1440| PID    Reference Object                     Distance      Geod. Az  |
 DL1440|                                                           dddmmss.s |
 DL1440| CX5623 COLLINS AZ MK                                      0044326.4 |
 DL1440| CX5624 COLLINS RM 1                         20.112 METERS 08205     |
 DL1440| DL1437 CALE                                APPROX.11.5 KM 0892857.4 |
 DL1440| CX5625 COLLINS RM 2                         28.830 METERS 17525     |
 DL1440| DL1439 SUTTON FIRE TOWER 95 AFC             16.927 METERS 21016     |
 DL1440| DL1444 EMMIT AR LA GAS CO TANK             APPROX.14.5 KM 3235321.4 |
 DL1440|---------------------------------------------------------------------|
 DL1440
 DL1440                          SUPERSEDED SURVEY CONTROL
 DL1440
 DL1440  NAD 83(1997)-  33 37 33.58741(N)    093 22 26.47009(W) AD(       ) 1
 DL1440  NAD 83(1986)-  33 37 33.58965(N)    093 22 26.46721(W) AD(       ) 1
 DL1440  NAD 27      -  33 37 33.17300(N)    093 22 25.84400(W) AD(       ) 1
 DL1440  NGVD 29 (07/19/86)  157.29   (m)          516.0    (f) LEVELING    3  
 DL1440
 DL1440.Superseded values are not recommended for survey control.
 DL1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1440.See file dsdata.txt to determine how the superseded data were derived.
 DL1440
 DL1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6530920751(NAD 83)
 DL1440_MARKER: DS = TRIANGULATION STATION DISK
 DL1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1440
 DL1440  HISTORY     - Date     Condition        Report By
 DL1440  HISTORY     - 1941     MONUMENTED       CGS
 DL1440  HISTORY     - 1950     GOOD             CGS
 DL1440  HISTORY     - 1963     GOOD             CGS
 DL1440
 DL1440                          STATION DESCRIPTION
 DL1440
 DL1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1440'STATION IS LOCATED ABOUT 5.5 MILES WEST AND 1.75 MILES NORTH
 DL1440'OF ROSSTON,IN THE SE 1/4 OF SECTION 9, T 13 S, R 22 W, ON A
 DL1440'PROMINENT TIMBERED HILL,LOCALLY KNOWN AS COLLINS HILL AND
 DL1440'NEAR LOOKOUT TOWER 9-5 WHICH IS LOCALLY KNOWN AS SUTTON
 DL1440'LOOKOUT TOWER.  IT IS 16.970 METERS NORTHEAST OF THE CENTER
 DL1440'OF THE LOOKOUT TOWER, 110 FEET WEST OF THE RANGER STATION, 57
 DL1440'FEET WEST OF A COVERED WELL AND 39 FEET NORTHEAST OF THE
 DL1440'NORTHEAST LEG OF THE LOOKOUT TOWER.  IT IS STAMPED COLLINS
 DL1440'1941 AND PROJECTS ABOUT 4 INCHES.
 DL1440'
 DL1440'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 63 FEET NORTHWEST
 DL1440'OF THE RANGER STATION, 36 FEET NORTH OF A COVERED WELL AND
 DL1440'15 FEET SOUTH OF A FENCE.  IT IS STAMPED COLLINS NO 1 1941
 DL1440'AND PROJECTS ABOUT 4 INCHES.  REFERENCE MARK NO. 2 IS SOUTH
 DL1440'OF THE STATION, 39 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 DL1440'LOOKOUT TOWER.  IT IS STAMPED COLLINS NO2 1941 AND PROJECTS
 DL1440'ABOUT 4 INCHES.
 DL1440'
 DL1440'THE AZIMUTH MARK IS NORTH OF THE STATION, 51 FEET EAST OF THE
 DL1440'CENTERLINE OF STATE HIGHWAY 53, 45 FEET SOUTH OF A POWERLINE
 DL1440'POLE, 27 FEET WEST OF A FENCE AND 5 FEET WEST OF A WHITE
 DL1440'REFERENCE POST.  IT IS STAMPED COLLINS 1941 AND PROJECTS
 DL1440'ABOUT 4 INCHES.
 DL1440'
 DL1440'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DL1440'4 AND 53,ABOUT 5 MILES WEST OF ROSSTON, GO NORTH ON STATE
 DL1440'HIGHWAY 53 FOR 1.2 MILES TO A DIRT ROAD LEFT,WEST, LEADING
 DL1440'TO THE LOOKOUT TOWER.  (FROM THIS POINT CONTINUE NORTH ON
 DL1440'STATE HIGHWAY 53 FOR 1 MILE TO THE AZIMUTH MARK ON THE LEFT,
 DL1440'WEST SIDE OF THE HIGHWAY) TURN LEFT AND FOLLOW DIRT ROAD 0.5
 DL1440'MILE TO THE TOP OF THE HILL AND STATION NEAR THE LOOKOUT
 DL1440'TOWER.
 DL1440'
 DL1440'A 90 FOOT SIGNAL AT LASSETER IS VISIBLE AT 64 FEET.
 DL1440'
 DL1440'A 103 FOOT SIGNAL AT DEANN IS VISIBLE AT 64 FEET.
 DL1440'
 DL1440'A 103 FOOT SIGNAL AT PRESCOTT MAG IS VISIBLE AT 64 FEET.
 DL1440'
 DL1440'A 103 FOOT SIGNAL AT DOWING IS VISIBLE AT 64 FEET.
 DL1440'
 DL1440'A 103 FOOT SIGNAL AT LACKLAND IS VISIBLE AT 64 FEET.
 DL1440'
 DL1440'A 103 FOOT SIGNAL AT CALE IS VISIBLE AT 64 FEET.
 DL1440'
 DL1440'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 DL1440
 DL1440                          STATION RECOVERY (1950)
 DL1440
 DL1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1440'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 DL1440'AND AZIMUTH MARK, RECOVERED AND FOUND
 DL1440'IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DL1440'
 DL1440'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST AND 1-3/4 MILES
 DL1440'NORTH OF ROSSTON, ON THE HIGHEST POINT OF A PROMINENT TIMBERED
 DL1440'HILL LOCALLY KNOWN AS COLLINS HILL AND JUST NORTHEAST OF THE
 DL1440'LOOKOUT TOWER.  IT IS 110 FEET WEST OF THE RANGER STATION,
 DL1440'41 FEET NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER,
 DL1440'28 FEET SOUTH OF EAST-WEST FENCE LINE AND 5 FEET SOUTH OF
 DL1440'WITNESS POST.  IT IS STAMPED COLLINS 1941 AND PROJECTS 3 INCHES.
 DL1440'
 DL1440'REFERENCE MARK NO 1 IS EAST OF THE STATION, 16 FEET SOUTH
 DL1440'OF EAST-WEST FENCE LINE AND 34 FEET NORTH OF WATER WELL.  IT
 DL1440'IS STAMPED COLLINS NO 1 1941 AND PROJECTS 3 INCHES.
 DL1440'
 DL1440'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 39 FEET SOUTHEAST
 DL1440'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 17 FEET SOUTH
 DL1440'OF THE CENTER OF DRIVEWAY.  IT IS STAMPED COLLINS NO 2 1941
 DL1440'AND PROJECTS 3 INCHES.
 DL1440'
 DL1440'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 118.10 FEET.
 DL1440'
 DL1440'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTH OF THE STATION, 60
 DL1440'FEET WEST OF THE CENTER OF STATE ROUTE 53, 20 FEET WEST OF
 DL1440'NORTH-SOUTH FENCE LINE, 40 FEET SOUTH OF POWER LINE POLE
 DL1440'AND 5 FEET WEST OF WITNESS POST.  IT IS STAMPED COLLINS 1941
 DL1440'AND PROJECTS 4 INCHES.
 DL1440'
 DL1440'TO REACH THE STATION FROM THE FAIRCHILD ESSO SERVICE STATION
 DL1440'IN ROSSTON, GO WEST ON STATE ROUTES 4 AND 19 FOR 0.4 MILE TO
 DL1440'FORKS, BEAR LEFT AND CONTINUE WEST ON STATE ROUTE NO 4 FOR 5.4
 DL1440'MILES TO JUNCTION WITH STATE ROUTE NO 53, TURN RIGHT AND GO
 DL1440'NORTH ON STATE ROUTE 53 FOR 1.3 MILES TO SIDE ROAD LEFT
 DL1440'LEADING UP TO LOOKOUT TOWER, ( CONTINUE STRAIGHT AHEAD NORTH
 DL1440'ON STATE ROUTE 53 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 DL1440'WEST SIDE AS DESCRIBED), TURN LEFT AND FOLLOW WOODS ROAD
 DL1440'NORTHWEST AND NORTH FOR 0.5 MILE TO TOP OF HILL AND STATION
 DL1440'NEAR FIRE TOWER AS DESCRIBED.
 DL1440'
 DL1440'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 DL1440
 DL1440                          STATION RECOVERY (1963)
 DL1440
 DL1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1440'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 DL1440'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED
 DL1440'AS IT WAS FOUND LYING ON TOP OF THE GROUND IN EDGE OF FIELD
 DL1440'TO WEST OF THE ORIGINAL LOCATION.  THE AZIMUTH MARK COULD
 DL1440'NOT BE RESET AT THIS TIME AS NO OBJECTS WERE VISABLE FROM
 DL1440'THE GROUND AT THE STATION.
 DL1440'
 DL1440'THE 1950 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1440'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1834 ***********************************************************************
 FG1834  DESIGNATION -  COLONY
 FG1834  PID         -  FG1834
 FG1834  STATE/COUNTY-  AR/POPE
 FG1834  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1834
 FG1834                         *CURRENT SURVEY CONTROL
 FG1834  ___________________________________________________________________
 FG1834* NAD 83(1997)-  35 27 20.49254(N)    093 14 23.33408(W)     ADJUSTED  
 FG1834* NAVD 88     -       347.4    (meters)    1140.     (feet)  VERTCON   
 FG1834  ___________________________________________________________________
 FG1834  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 FG1834  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FG1834
 FG1834  HORZ ORDER  -  FIRST
 FG1834
 FG1834.The horizontal coordinates were established by classical geodetic methods
 FG1834.and adjusted by the National Geodetic Survey in September 1999..
 FG1834
 FG1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1834
 FG1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1834
 FG1834.The geoid height was determined by GEOID03.
 FG1834
 FG1834;                    North         East     Units Scale Factor Converg.
 FG1834;SPC AR N     -   125,224.485   287,460.502   MT  0.99993844   -0 43 17.2
 FG1834;SPC AR N     -   410,840.66    943,110.00   sFT  0.99993844   -0 43 17.2
 FG1834;UTM  15      - 3,923,605.938   478,238.474   MT  0.99960584   -0 08 20.8
 FG1834
 FG1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1834!SPC AR N     -   0.99995002  x   0.99993844  =   0.99988846
 FG1834!UTM  15      -   0.99995002  x   0.99960584  =   0.99955588
 FG1834
 FG1834:                Primary Azimuth Mark                     Grid Az
 FG1834:SPC AR N     -  LONDON                                   186 14 13.0
 FG1834:UTM  15      -  LONDON                                   185 39 16.6
 FG1834
 FG1834|---------------------------------------------------------------------|
 FG1834| PID    Reference Object                     Distance      Geod. Az  |
 FG1834|                                                           dddmmss.s |
 FG1834| FG1858 LONDON                              APPROX. 9.8 KM 1853055.8 |
 FG1834| CI0624 COLONY RM 1                          16.991 METERS 18658     |
 FG1834| CI0625 COLONY RM 2                          17.648 METERS 31400     |
 FG1834|---------------------------------------------------------------------|
 FG1834
 FG1834                          SUPERSEDED SURVEY CONTROL
 FG1834
 FG1834  NAD 83(1986)-  35 27 20.50413(N)    093 14 23.33317(W) AD(       ) 1
 FG1834  NAD 27      -  35 27 20.21118(N)    093 14 22.69807(W) AD(       ) 1
 FG1834  NGVD 29 (07/19/86)  347.4    (m)         1140.     (f) VERT ANG       
 FG1834
 FG1834.Superseded values are not recommended for survey control.
 FG1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1834.See file dsdata.txt to determine how the superseded data were derived.
 FG1834
 FG1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7823823606(NAD 83)
 FG1834_MARKER: DS = TRIANGULATION STATION DISK
 FG1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1834
 FG1834  HISTORY     - Date     Condition        Report By
 FG1834  HISTORY     - 1971     MONUMENTED       NGS
 FG1834
 FG1834                          STATION DESCRIPTION
 FG1834
 FG1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1834'THE STATION IS ABOUT 12-1/2 MILES NORTH AND 6 MILES WEST OF
 FG1834'RUSSELLVILLE, 9 MILES EAST AND 1-1/4 MILES NORTH OF LAMAR, 7 MILES
 FG1834'WEST AND 3-1/2 MILES NORTH OF DOVER, NEAR THE SOUTHWEST CORNER OF
 FG1834'SEC. 4, T. 9 N. R. 21 W. ON THE SUMMIT OF COLONY MOUNTAIN AND ON
 FG1834'PROPERTY OWNED BY THE ARKLA CHEMICAL CORPORATION OF LITTLE ROCK.
 FG1834'
 FG1834'TO REACH THE STATION FROM THE POST OFFICE IN LAMAR, GO SOUTHEAST ON
 FG1834'U. S. HIGHWAY 64 AND STATE HIGHWAY 194 FOR 0.05 MILE TO WHERE THE
 FG1834'HIGHWAYS SEPARATE.  TURN LEFT AND GO EASTERLY ON STATE HIGHWAY 194
 FG1834'FOR 3.15 MILES TO A SIDE ROAD LEFT AND THE END OF PAVEMENT.
 FG1834'CONTINUE EASTERLY ON GRAVELED ROAD FOR 1.3 MILES TO A FORK.  TAKE
 FG1834'THE LEFT FORK AND CONTINUE EASTERLY ON MAIN TRAVELED ROAD
 FG1834'FOR 0.8 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY
 FG1834'ON MAIN TRAVELED ROAD FOR 2.95 MILES TO A T-ROAD INTERSECTION.
 FG1834'TURN LEFT AND GO NORTHERLY ON GRAVELED ROAD FOR 1.3 MILES TO A
 FG1834'CROSSROAD AND A SIGN DRITTLER CROSSING.  TURN RIGHT AND GO EAST
 FG1834'ON GRAVELED ROAD FOR 0.9 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 FG1834'CONTINUE EASTERLY FOR 0.65 MILE TO A FORK.  TAKE THE RIGHT FORK,
 FG1834'UPHILL ON GRADED ROAD FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK
 FG1834'AND GO SOUTHEASTERLY ON DIM TRACK ROAD FOR 0.7 MILE TO A FORK.  TAKE
 FG1834'THE RIGHT FORK AND GO SOUTH AND WEST ON DIM TRACK ROAD FOR 0.25
 FG1834'MILE TO A DIM TRACK ROAD AND A TRIANGLE BLAZED TREE ON THE
 FG1834'RIGHT.  TURN RIGHT ON DIM TRACK ROAD FOR 0.05 MILE TO A TRACK ROAD
 FG1834'LEFT.  TURN LEFT AND GO SOUTH AND WEST ON TRACK ROAD FOR 0.2 MILE
 FG1834'TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 FG1834'
 FG1834'STATION MARK IS A STANDARD DISK, STAMPED COLONY
 FG1834'1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 FG1834'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 25.1 FEET NORTHWEST
 FG1834'OF AN 18-INCH TRIANGLE BLAZED PINE TREE, 21.4 FEET WEST OF A
 FG1834'20-INCH TRIANGLE BLAZED PINE TREE, 16.4 FEET NORTH-NORTHWEST
 FG1834'OF A 14-INCH TRIANGLE BLAZED TREE AND 4.8 FEET SOUTHEAST OF A
 FG1834'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 FG1834'CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 FG1834'
 FG1834'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLONY NO 1 1971, SET IN
 FG1834'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 7
 FG1834'INCHES ABOVE THE GROUND.  IT IS 60.2 FEET SOUTH OF THE WITNESS
 FG1834'POST, 50.5 FEET SOUTHWEST OF THE 18-INCH TRIANGLE BLAZED TREE, 43.0
 FG1834'FEET SOUTH OF THE 14-INCH TRIANGLE BLAZED TREE AND ABOUT THE SAME
 FG1834'ELEVATION AS THE STATION.
 FG1834'
 FG1834'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLONY NO 2 1971, SET IN
 FG1834'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 FG1834'INCHES ABOVE THE GROUND.  IT IS 73.7 FEET NORTHWEST OF THE 14-INCH
 FG1834'TRIANGLE BLAZED TREE, 72.8 FEET WEST-NORTHWEST OF THE 20-INCH
 FG1834'TRIANGLE BLAZED TREE, 53.8 FEET NORTHWEST OF THE WITNESS POST AND
 FG1834'ABOUT 2 FEET LOWER THAN THE STATION.
 FG1834'
 FG1834'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1834'
 FG1834'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1084 ***********************************************************************
 DK1084  DESIGNATION -  COLUMBIA CAP
 DK1084  PID         -  DK1084
 DK1084  STATE/COUNTY-  AR/CHICOT
 DK1084  USGS QUAD   -  RED LEAF (1970)
 DK1084
 DK1084                         *CURRENT SURVEY CONTROL
 DK1084  ___________________________________________________________________
 DK1084* NAD 83(1986)-  33 22 25.     (N)    091 09 40.     (W)     SCALED    
 DK1084* NAVD 88     -        39.15   (+/-2cm)     128.4    (feet)  VERTCON   
 DK1084  ___________________________________________________________________
 DK1084  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK1084
 DK1084  VERT ORDER  -  ? (See Below)
 DK1084
 DK1084.The horizontal coordinates were scaled from a topographic map and have
 DK1084.an estimated accuracy of +/- 6 seconds.
 DK1084
 DK1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1084.The vertical order pertains to the NGVD 29 superseded value.
 DK1084
 DK1084.The geoid height was determined by GEOID03.
 DK1084
 DK1084;                    North         East    Units  Estimated Accuracy
 DK1084;SPC AR S     -   478,730.      478,060.      MT  (+/- 180 meters Scaled)
 DK1084
 DK1084                          SUPERSEDED SURVEY CONTROL
 DK1084
 DK1084  NGVD 29 (??/??/??)   39.214  (m)          128.65   (f) ADJUSTED    ?  
 DK1084
 DK1084.Superseded values are not recommended for survey control.
 DK1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1084.See file dsdata.txt to determine how the superseded data were derived.
 DK1084
 DK1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS710942(NAD 83)
 DK1084_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1084
 DK1084  HISTORY     - Date     Condition        Report By
 DK1084  HISTORY     - UNK      MONUMENTED       DOD
 DK1084  HISTORY     - 1934     GOOD             CGS
 DK1084
 DK1084                          STATION DESCRIPTION
 DK1084
 DK1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1084'2.5 MI E FROM LUNA.
 DK1084'IS A TILE AND PIPE, LOCATED ON RIGHT BANK OF MISS. RIVER, ABOUT 2.5
 DK1084'MILES BELOW LUNA LANDING, IN CHICOT COUNTY, ARK.  ABOUT 1.1 MILES
 DK1084'ABOVE UPPER LELAND LANDING, ON LELAND PLANTATION, 550 FEET NORTH OF
 DK1084'ARK. HWY. NO. 2, ABOUT 200 FEET BACK OF PROMINENT ANGLE IN MAIN LEVEE,
 DK1084'ON SOUTH SIDE OF DIRT ROAD, IN NORTHEAST CORNER OF YARD, 30 FEET
 DK1084'NORTHEAST OF NORTHEAST CORNER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2735 ***********************************************************************
 FE2735  DESIGNATION -  COMBAT
 FE2735  PID         -  FE2735
 FE2735  STATE/COUNTY-  AR/MISSISSIPPI
 FE2735  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2735
 FE2735                         *CURRENT SURVEY CONTROL
 FE2735  ___________________________________________________________________
 FE2735* NAD 83(1997)-  35 57 42.37890(N)    089 57 11.81063(W)     ADJUSTED  
 FE2735* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 FE2735  ___________________________________________________________________
 FE2735  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE2735  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE2735
 FE2735  HORZ ORDER  -  SECOND
 FE2735
 FE2735.This mark is at Arkansas Int Airport (BYH)
 FE2735
 FE2735.The horizontal coordinates were established by classical geodetic methods
 FE2735.and adjusted by the National Geodetic Survey in September 1999..
 FE2735
 FE2735.The orthometric height was scaled from a topographic map.
 FE2735
 FE2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2735
 FE2735.The geoid height was determined by GEOID03.
 FE2735
 FE2735;                    North         East     Units Scale Factor Converg.
 FE2735;SPC AR N     -   182,582.770   584,607.653   MT  0.99995758   +1 11 27.5
 FE2735;SPC AR N     -   599,023.64  1,918,000.27   sFT  0.99995758   +1 11 27.5
 FE2735;SPC MO E     -    14,388.394   299,314.952   MT  0.99996329   +0 19 15.8
 FE2735;UTM  16      - 3,983,741.413   233,662.527   MT  1.00047416   -1 44 07.2
 FE2735;UTM  15      - 3,984,000.830   774,766.542   MT  1.00053038   +1 47 25.1
 FE2735
 FE2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2735!SPC AR N     -   0.99999232  x   0.99995758  =   0.99994990
 FE2735!SPC MO E     -   0.99999232  x   0.99996329  =   0.99995561
 FE2735!UTM  16      -   0.99999232  x   1.00047416  =   1.00046648
 FE2735!UTM  15      -   0.99999232  x   1.00053038  =   1.00052270
 FE2735
 FE2735|---------------------------------------------------------------------|
 FE2735| PID    Reference Object                     Distance      Geod. Az  |
 FE2735|                                                           dddmmss.s |
 FE2735| CG3822 COMBAT RM 2                          32.241 METERS 04041     |
 FE2735| FE2740 WING                                361.531 METERS 13312     |
 FE2735| FE2736 COMBAT RM 1                          11.207 METERS 13533     |
 FE2735|---------------------------------------------------------------------|
 FE2735
 FE2735                          SUPERSEDED SURVEY CONTROL
 FE2735
 FE2735  NAD 83(1997)-  35 57 42.38153(N)    089 57 11.81261(W) AD(       ) 2
 FE2735  NAD 83(1986)-  35 57 42.39193(N)    089 57 11.81047(W) AD(       ) 2
 FE2735  NAD 27      -  35 57 42.13260(N)    089 57 11.49400(W) AD(       ) 2
 FE2735
 FE2735.Superseded values are not recommended for survey control.
 FE2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2735.See file dsdata.txt to determine how the superseded data were derived.
 FE2735
 FE2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3366383741(NAD 83)
 FE2735_MARKER: DS = TRIANGULATION STATION DISK
 FE2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2735
 FE2735  HISTORY     - Date     Condition        Report By
 FE2735  HISTORY     - 1960     MONUMENTED       CGS
 FE2735  HISTORY     - 19720421 MARK NOT FOUND   USGS
 FE2735  HISTORY     - 1988     GOOD             LOCSUR
 FE2735
 FE2735                          STATION DESCRIPTION
 FE2735
 FE2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2735'THE STATION IS ABOUT 3 MILES NORTHWEST OF BLYTHEVILLE ON THE
 FE2735'BLYTHEVILLE AIR FORCE BASE, IN AN OPEN AREA OPPOSITE THE BASE POST
 FE2735'OFFICE, ON THE NORTHERLY SIDE OF A DRAINAGE DITCH AND ON THE
 FE2735'SOUTHERLY SIDE OF SECOND STREET.
 FE2735'
 FE2735'TO REACH THE STATION FROM THE JUNCTION OF ARKANSAS AVENUE AND SECOND
 FE2735'STREET, ON THE BLYTHEVILLE AIR FORCE BASE, GO SOUTHEAST ON
 FE2735'SECOND STREET FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 FE2735'
 FE2735'STATION MARKS ARE STANDARD DISKS STAMPED COMBAT 1960.  THE SURFACE
 FE2735'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FE2735'GROUND.  IT IS 327 FEET WEST OF A FIRE HYDRANT NO. 113, 187 FEET WEST
 FE2735'OF A POWER POLE WHICH IS ON THE NORTH SIDE OF THE DRAINAGE DITCH,
 FE2735'149 FEET SOUTH OF A FIRE HYDRANT NO. 112, AND 123 FEET SOUTHWEST OF
 FE2735'THE SOUTH CURB OF SECOND STREET.  THE UNDERGROUND DISK IS SET IN
 FE2735'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE
 FE2735'GROUND.
 FE2735'
 FE2735'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COMBAT NO 1 1960, IS
 FE2735'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 FE2735'IT IS 173.5 FEET SOUTHEAST OF THE FIRE HYDRANT NO. 112, 293 FEET WEST
 FE2735'OF THE FIRE HYDRANT NO. 113, 151 FEET NORTHWEST OF THE POWER POLE
 FE2735'WHICH IS ON THE NORTH SIDE OF THE DRAINAGE DITCH, AND 123.5 FEET
 FE2735'SOUTHWEST OF THE CURB LINE OF SECOND STREET.  AN UNDERGROUND
 FE2735'REFERENCE MARK DISK WAS SET IN AN IRREGULAR MASS OF CONCRETE 32
 FE2735'INCHES BELOW THE SURFACE OF THE GROUND.
 FE2735'
 FE2735'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COMBAT NO 2 1960, IS
 FE2735'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 FE2735'IT IS 84 FEET SOUTHEAST OF THE FIRE HYDRANT NO. 112, 54 FEET WEST OF
 FE2735'A TELEPHONE POLE WHICH IS ON THE NORTH SIDE OF SECOND STREET AND
 FE2735'17.5 FEET SOUTHEAST OF THE CURB LINE OF SECOND STREET.
 FE2735'
 FE2735'STATION WING WILL SERVE AS THE AZIMUTH MARK.  IT IS ON THE ROOF OF
 FE2735'THE MAIN CONTROL TOWER OF THE AIRFIELD.
 FE2735'
 FE2735'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FE2735'
 FE2735'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2735
 FE2735                          STATION RECOVERY (1972)
 FE2735
 FE2735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (PGC)
 FE2735'MARK NOT FOUND.
 FE2735
 FE2735                          STATION RECOVERY (1988)
 FE2735
 FE2735'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (WJ)
 FE2735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2736 ***********************************************************************
 FE2736  DESIGNATION -  COMBAT RM 1
 FE2736  PID         -  FE2736
 FE2736  STATE/COUNTY-  AR/MISSISSIPPI
 FE2736  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2736
 FE2736                         *CURRENT SURVEY CONTROL
 FE2736  ___________________________________________________________________
 FE2736* NAD 83(1997)-  35 57 42.11937(N)    089 57 11.49740(W)     ADJUSTED  
 FE2736* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 FE2736  ___________________________________________________________________
 FE2736  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE2736  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE2736
 FE2736  HORZ ORDER  -  SECOND
 FE2736
 FE2736.This mark is at Arkansas Int Airport (BYH)
 FE2736
 FE2736.The horizontal coordinates were established by classical geodetic methods
 FE2736.and adjusted by the National Geodetic Survey in September 1999..
 FE2736
 FE2736.The orthometric height was scaled from a topographic map.
 FE2736
 FE2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2736
 FE2736.The geoid height was determined by GEOID03.
 FE2736
 FE2736;                    North         East     Units Scale Factor Converg.
 FE2736;SPC AR N     -   182,574.936   584,615.666   MT  0.99995757   +1 11 27.7
 FE2736;SPC AR N     -   598,997.94  1,918,026.56   sFT  0.99995757   +1 11 27.7
 FE2736;SPC MO E     -    14,380.439   299,322.845   MT  0.99996330   +0 19 16.0
 FE2736;UTM  16      - 3,983,733.176   233,670.133   MT  1.00047411   -1 44 07.0
 FE2736;UTM  15      - 3,983,993.076   774,774.641   MT  1.00053043   +1 47 25.2
 FE2736
 FE2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2736!SPC AR N     -   0.99999232  x   0.99995757  =   0.99994989
 FE2736!SPC MO E     -   0.99999232  x   0.99996330  =   0.99995562
 FE2736!UTM  16      -   0.99999232  x   1.00047411  =   1.00046643
 FE2736!UTM  15      -   0.99999232  x   1.00053043  =   1.00052275
 FE2736
 FE2736:                Primary Azimuth Mark                     Grid Az
 FE2736:SPC AR N     -  BLYTHEVILLE POLICE DEPT RAD MA           128 37 16.1
 FE2736:SPC MO E     -  BLYTHEVILLE POLICE DEPT RAD MA           129 29 27.8
 FE2736:UTM  16      -  BLYTHEVILLE POLICE DEPT RAD MA           131 32 50.8
 FE2736:UTM  15      -  BLYTHEVILLE POLICE DEPT RAD MA           128 01 18.6
 FE2736
 FE2736|---------------------------------------------------------------------|
 FE2736| PID    Reference Object                     Distance      Geod. Az  |
 FE2736|                                                           dddmmss.s |
 FE2736| FE2730 BLYTHEVILLE POLICE DEPT RAD MA      APPROX. 5.6 KM 1294843.8 |
 FE2736| FE2740 WING                                350.334 METERS 13307     |
 FE2736| FE2729 BLYTHEVILLE FED COMP WHSE W TK      APPROX. 5.0 KM 1440511.9 |
 FE2736| FE2720 BLYTHEVILLE AFB CHAPEL SPIRE        400.796 METERS 2301934.6 |
 FE2736| FE2735 COMBAT                               11.207 METERS 31533     |
 FE2736|---------------------------------------------------------------------|
 FE2736
 FE2736                          SUPERSEDED SURVEY CONTROL
 FE2736
 FE2736  NAD 83(1997)-  35 57 42.12199(N)    089 57 11.49938(W) AD(       ) 2
 FE2736  NAD 83(1986)-  35 57 42.13240(N)    089 57 11.49724(W) AD(       ) 2
 FE2736  NAD 27      -  35 57 41.87310(N)    089 57 11.18080(W) AD(       ) 2
 FE2736
 FE2736.Superseded values are not recommended for survey control.
 FE2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2736.See file dsdata.txt to determine how the superseded data were derived.
 FE2736
 FE2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3367083733(NAD 83)
 FE2736_MARKER: DR = REFERENCE MARK DISK
 FE2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2736+STABILITY: SURFACE MOTION
 FE2736
 FE2736  HISTORY     - Date     Condition        Report By
 FE2736  HISTORY     - 1960     MONUMENTED       CGS
 FE2736  HISTORY     - 19720421 MARK NOT FOUND   USGS
 FE2736  HISTORY     - 1988     GOOD             LOCSUR
 FE2736
 FE2736                          STATION DESCRIPTION
 FE2736
 FE2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2736'THE STATION IS ABOUT 3 MILES NORTHWEST OF BLYTHEVILLE ON THE
 FE2736'BLYTHEVILLE AIR FORCE BASE, IN AN OPEN AREA OPPOSITE THE BASE POST
 FE2736'OFFICE, ON THE NORTHERLY SIDE OF A DRAINAGE DITCH AND ON THE
 FE2736'SOUTHERLY SIDE OF SECOND STREET.
 FE2736'
 FE2736'TO REACH THE STATION FROM THE JUNCTION OF ARKANSAS AVENUE AND SECOND
 FE2736'STREET, ON THE BLYTHEVILLE AIR FORCE BASE, GO SOUTHEAST ON
 FE2736'SECOND STREET FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 FE2736'
 FE2736'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED COMBAT NO
 FE2736'1 1960.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST
 FE2736'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 293 FEET WEST OF THE
 FE2736'FIRE HYDRANT NO. 113, 173.5 FEET SOUTHEAST OF FIRE HYDRANT
 FE2736'NO. 112, 151 FEET NORTHWEST OF A POWER POLE ON THE NORTH SIDE OF THE
 FE2736'DRAINAGE DITCH AND 123.5 FEET SOUTHWEST OF THE CURB LINE OF SECOND
 FE2736'STREET.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FE2736'32 INCHES BELOW THE SURFACE OF THE GROUND.
 FE2736'
 FE2736'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 FE2736'STATION COMBAT.  DISTANCE FOUND TO BE 11.206 METERS SOUTHEAST.
 FE2736
 FE2736                          STATION RECOVERY (1972)
 FE2736
 FE2736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (PGC)
 FE2736'MARK NOT FOUND.
 FE2736
 FE2736                          STATION RECOVERY (1988)
 FE2736
 FE2736'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (WJ)
 FE2736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2088 ***********************************************************************
 DK2088  DESIGNATION -  COMINTO
 DK2088  PID         -  DK2088
 DK2088  STATE/COUNTY-  AR/DREW
 DK2088  USGS QUAD   -  COLLINS (1960)
 DK2088
 DK2088                         *CURRENT SURVEY CONTROL
 DK2088  ___________________________________________________________________
 DK2088* NAD 83(1997)-  33 32 25.59818(N)    091 35 46.57914(W)     ADJUSTED  
 DK2088* NAVD 88     -        56.8    (meters)     186.     (feet)  VERTCON   
 DK2088  ___________________________________________________________________
 DK2088  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DK2088  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DK2088
 DK2088  HORZ ORDER  -  FIRST
 DK2088
 DK2088.The horizontal coordinates were established by classical geodetic methods
 DK2088.and adjusted by the National Geodetic Survey in September 1999..
 DK2088
 DK2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2088
 DK2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2088
 DK2088.The geoid height was determined by GEOID03.
 DK2088
 DK2088;                    North         East     Units Scale Factor Converg.
 DK2088;SPC AR S     -   496,987.059   437,496.209   MT  0.99995539   +0 13 33.5
 DK2088;SPC AR S     - 1,630,531.71  1,435,352.15   sFT  0.99995539   +0 13 33.5
 DK2088;UTM  15      - 3,712,085.442   630,330.256   MT  0.99980941   +0 46 32.5
 DK2088
 DK2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2088!SPC AR S     -   0.99999514  x   0.99995539  =   0.99995053
 DK2088!UTM  15      -   0.99999514  x   0.99980941  =   0.99980455
 DK2088
 DK2088:                Primary Azimuth Mark                     Grid Az
 DK2088:SPC AR S     -  MCGEHEE FED COMPRESS CO TANK             060 27 48.5
 DK2088:UTM  15      -  MCGEHEE FED COMPRESS CO TANK             059 54 49.5
 DK2088
 DK2088|---------------------------------------------------------------------|
 DK2088| PID    Reference Object                     Distance      Geod. Az  |
 DK2088|                                                           dddmmss.s |
 DK2088| DK2010 MCGEHEE FED COMPRESS CO TANK        APPROX.21.7 KM 0604122.0 |
 DK2088| DK2012 MCGEHEE MO PAC RR SHOPS STACK       APPROX.21.3 KM 0623547.1 |
 DK2088| CY5454 COMINTO AZ MK RESET                                1205813.0 |
 DK2088| DK2090 COMINTO RM A                         29.534 METERS 15912     |
 DK2088| CY5455 COMINTO RM 1                         52.551 METERS 21852     |
 DK2088| CY5456 COMINTO RM 2                         40.965 METERS 29000     |
 DK2088| CY5453 COMINTO AZ MK                                      2902143.1 |
 DK2088| DK2086 TYRE FIRE TOWER 4 UNIT 7            APPROX.30.1 KM 3322215.2 |
 DK2088| DK2089 FIRE TOWER 5 UNIT 1                  31.090 METERS 34618     |
 DK2088| CY5457 COMINTO RM 3                         36.427 METERS 35826     |
 DK2088|---------------------------------------------------------------------|
 DK2088
 DK2088                          SUPERSEDED SURVEY CONTROL
 DK2088
 DK2088  NAD 83(1986)-  33 32 25.60744(N)    091 35 46.57396(W) AD(       ) 1
 DK2088  NAD 27      -  33 32 25.20700(N)    091 35 46.12400(W) AD(       ) 1
 DK2088  NGVD 29 (07/19/86)   56.9    (m)          187.     (f) VERT ANG       
 DK2088
 DK2088.Superseded values are not recommended for survey control.
 DK2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2088.See file dsdata.txt to determine how the superseded data were derived.
 DK2088
 DK2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3033012085(NAD 83)
 DK2088_MARKER: DS = TRIANGULATION STATION DISK
 DK2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2088
 DK2088  HISTORY     - Date     Condition        Report By
 DK2088  HISTORY     - 1939     MONUMENTED       CGS
 DK2088  HISTORY     - 1943     GOOD             ARFUEL
 DK2088  HISTORY     - 1965     SEE DESCRIPTION  CGS
 DK2088
 DK2088                          STATION DESCRIPTION
 DK2088
 DK2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2088'STATION IS LOCATED ABOUT 1.5 MILES E OF COMINTO, 2 MILES W
 DK2088'OF COLLINS AND 12 MILES E OF MONTICELLO, ON PROPERTY LEASED
 DK2088'BY THE STATE OF ARKANSAS FOR FIRE TOWER USE, IN THE NW 1/4
 DK2088'OF THE SE 1/4 OF SEC. 27, T 13 S, R 5 W.
 DK2088'
 DK2088'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2088'BRONZE DISKS SET IN CONCRETE.
 DK2088'
 DK2088'MARK IS SET FLUSH WITH SURFACE OF THE GROUND, 32
 DK2088'FEET S OF S FENCE AROUND FIRE TOWER AND RANGER BUILDINGS,
 DK2088'115 FEET N OF CENTER LINE OF ARKANSAS 35, AND 77 FEET E OF
 DK2088'ROAD AND GATEWAY INTO FIRE TOWER NO. 5 UNIT NO. 1, ARKANSAS
 DK2088'STATE FORESTRY COMMISSION.
 DK2088'
 DK2088'REACHED FROM SE CORNER OF SQUARE AT TRAFFIC LIGHT IN MONTICELLO,
 DK2088'DRIVE E ON ARKANSAS 35 FOR 12.8 MILES TO FIRE TOWER AND STATION
 DK2088'ON LEFT, N, SIDE OF HIGHWAY.
 DK2088'
 DK2088'REFERENCE MARK NO. 1 PROJECTS ABOUT 8 INCHES, IS
 DK2088'172.40 FEET SSW OF STATION ACROSS ARKANSAS 35, SET 50 FEET S
 DK2088'OF CENTER LINE OF ARKANSAS 35, AND 30 FEET W OF CENTER LINE
 DK2088'OF WOODS ROAD.  REFERENCE MARK NO. 2, PROJECTS ABOUT
 DK2088'8 INCHES, IS 135.40 FEET WNW OF STATION, SET IN S FENCE OF
 DK2088'FIRE TOWER ENCLOSURE, 115 FEET N OF CENTER LINE OF ARKANSAS
 DK2088'35 AND 56 FEET W OF CENTER LINE OF ROAD AND GATE INTO FIRE
 DK2088'TOWER, 4 FEET E OF 6-INCH OAK TREE.
 DK2088'
 DK2088'DISTANCE FROM STATION TO FIRE TOWER IS 102.08 FEET.  THE
 DK2088'DIRECTION WAS ALSO OBSERVED.
 DK2088'
 DK2088'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 DK2088'2 IS 182.13 FEET.
 DK2088'
 DK2088'AZIMUTH MARK IS ABOUT 0.35 MILE WSW OF STATION.
 DK2088'PROJECTS ABOUT 8 INCHES, SET 35 FEET S OF CENTER LINE OF
 DK2088'ARKANSAS 35, AND 77 FEET S OF TELEPHONE POLE.  FROM STATION,
 DK2088'DRIVE W ON ARKANSAS 35 FOR 0.35 MILE TO MARK ON LEFT, S, SIDE
 DK2088'OF ROAD.
 DK2088'
 DK2088'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DK2088
 DK2088                          STATION RECOVERY (1943)
 DK2088
 DK2088'RECOVERY NOTE BY AR FUEL OIL COMPANY 1943
 DK2088'GOOD CONDITION.
 DK2088
 DK2088                          STATION RECOVERY (1965)
 DK2088
 DK2088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK2088'STATION SUB-SURFACE MARK AND REFERENCE MARK NUMBER 2 WERE
 DK2088'RECOVERED AS DESCRIBED.  STATION SURFACE MARK DISK WAS
 DK2088'SHEARED FROM THE MONUMENT AND A NEW SURFACE MARK WAS
 DK2088'ESTABLISHED ABOVE THE SUB-SURFACE MARK.  REFERENCE MARK NUMBER
 DK2088'1 AND AZIMUTH MARK WERE DESTROYED.  A REFERENCE MARK NUMBER 3
 DK2088'AND NEW AZIMUTH MARK WERE ESTABLISHED.  THE 1939 DESCRIPTION
 DK2088'OF HOW TO REACH THE STATION IS ADAQUATE.  A DISCREPANCY WAS
 DK2088'NOTED IN DISTANCE TO REFERENCE MARK NUMBER 2.
 DK2088'
 DK2088'STATION MARK IS A STANDARD DISK STAMPED COMINTO 1939 1965 AND
 DK2088'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 DK2088'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 80 FEET NORTH OF
 DK2088'A FENCELINE, 39 FEET SOUTHEAST OF A FENCE CORNER AND 55
 DK2088'FEET EAST OF ANOTHER FENCE LINE.
 DK2088'
 DK2088'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK
 DK2088'STAMPED COMINTO NO 2 1939 AND IS SET IN THE TOP OF A SQUARE
 DK2088'CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES.  IT IS 58.5
 DK2088'FEET WEST OF CENTER OF A DRIVEWAY, 55.8 FEET SOUTH-SOUTHEAST
 DK2088'OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE, 50.5 FEET
 DK2088'NORTH-NORTHWEST OF A 12 INCH OAK TREE AND 0.5 FOOT SOUTH
 DK2088'OF A FENCE LINE.
 DK2088'
 DK2088'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK
 DK2088'STAMPED COMINTO NO 3 1939 1965 AND IS SET IN THE TOP OF A
 DK2088'ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  IT IS
 DK2088'28 FEET SOUTHEAST OF A 12 INCH OAK TREE, 14.6 FEET
 DK2088'NORTH-NORTHEAST OF THE NORTHEAST LEG OF A FIRETOWER AND 1
 DK2088'FOOT EAST OF A FENCE LINE.
 DK2088'
 DK2088'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 DK2088'COMINTO 1939 RESET 1965 AND IS SET IN THE TOP OF A ROUND
 DK2088'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 DK2088'THE GROUND.  IT IS 56 FEET EAST-SOUTHEAST OF SOUTH END OF
 DK2088'A CONCRETE CULVERT, 35 FEET SOUTH OF CENTER LINE OF
 DK2088'HIGHWAY 35, 8 FEET WEST-NORTHWEST OF A POWERLINE POLE AND
 DK2088'3 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 DK2088'
 DK2088'AZIMUTH MARK IS REACHED FROM THE STATION.  GO EAST ON
 DK2088'STATE HIGHWAY 35 FOR 0.25 MILE TO AZIMUTH MARK ON THE
 DK2088'SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 DK2088'
 DK2088'A TRAVERSE CONNECTION WAS MADE TO STATION COMINTO RM A,
 DK2088'DISTANCE BEING 29.533 METERS OR 96.89 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2090 ***********************************************************************
 DK2090  DESIGNATION -  COMINTO RM A
 DK2090  PID         -  DK2090
 DK2090  STATE/COUNTY-  AR/DREW
 DK2090  USGS QUAD   -  COLLINS (1960)
 DK2090
 DK2090                         *CURRENT SURVEY CONTROL
 DK2090  ___________________________________________________________________
 DK2090* NAD 83(1997)-  33 32 24.70204(N)    091 35 46.17265(W)     ADJUSTED  
 DK2090* NAVD 88     -        56.5    (meters)     185.     (feet)  VERTCON   
 DK2090  ___________________________________________________________________
 DK2090  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DK2090  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DK2090
 DK2090  HORZ ORDER  -  FIRST
 DK2090
 DK2090.The horizontal coordinates were established by classical geodetic methods
 DK2090.and adjusted by the National Geodetic Survey in September 1999..
 DK2090
 DK2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2090
 DK2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2090
 DK2090.The geoid height was determined by GEOID03.
 DK2090
 DK2090;                    North         East     Units Scale Factor Converg.
 DK2090;SPC AR S     -   496,959.492   437,506.805   MT  0.99995542   +0 13 33.7
 DK2090;SPC AR S     - 1,630,441.27  1,435,386.91   sFT  0.99995542   +0 13 33.7
 DK2090;UTM  15      - 3,712,057.982   630,341.114   MT  0.99980945   +0 46 32.7
 DK2090
 DK2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2090!SPC AR S     -   0.99999518  x   0.99995542  =   0.99995060
 DK2090!UTM  15      -   0.99999518  x   0.99980945  =   0.99980464
 DK2090
 DK2090:                Primary Azimuth Mark                     Grid Az
 DK2090:SPC AR S     -  DERMOTT                                  097 20 11.6
 DK2090:UTM  15      -  DERMOTT                                  096 47 12.6
 DK2090
 DK2090|---------------------------------------------------------------------|
 DK2090| PID    Reference Object                     Distance      Geod. Az  |
 DK2090|                                                           dddmmss.s |
 DK2090| DK2005 DERMOTT                             APPROX.14.8 KM 0973345.3 |
 DK2090| DK2088 COMINTO                              29.534 METERS 33912     |
 DK2090|---------------------------------------------------------------------|
 DK2090
 DK2090                          SUPERSEDED SURVEY CONTROL
 DK2090
 DK2090  NAD 83(1986)-  33 32 24.71102(N)    091 35 46.16734(W) AD(       ) 1
 DK2090  NAD 27      -  33 32 24.31084(N)    091 35 45.71752(W) AD(       ) 1
 DK2090  NGVD 29 (07/19/86)   56.6    (m)          186.     (f) VERT ANG       
 DK2090
 DK2090.Superseded values are not recommended for survey control.
 DK2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2090.See file dsdata.txt to determine how the superseded data were derived.
 DK2090
 DK2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3034112058(NAD 83)
 DK2090_MARKER: DS = TRIANGULATION STATION DISK
 DK2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2090+STABILITY: SURFACE MOTION
 DK2090
 DK2090  HISTORY     - Date     Condition        Report By
 DK2090  HISTORY     - 1965     MONUMENTED       CGS
 DK2090
 DK2090                          STATION DESCRIPTION
 DK2090
 DK2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK2090'STATION IS LOCATED ABOUT 1.5 MILES EAST OF COMINTO, ABOUT
 DK2090'2 MILES WEST OF COLLINS AND 12 MILES EAST OF MONTICELLO.  IT IS
 DK2090'IN THE NW 1/4 OF THE SE 1/4 OF SEC. 27, T 13 S,
 DK2090'R 5 W, AND IS LOCATED ON THE SAME PROPERTY AS TRIANGULATION
 DK2090'STATION COMINTO 1939.  THE STATION IS MARKED BY A STANDARD
 DK2090'TRIANGULATION STATION DISK THAT IS CEMENTED IN THE TOP OF A
 DK2090'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT ONE INCH.  THE MARK
 DK2090'IS 13 FEET NORTH OF A FENCE LINE, 51.6 FEET NORTH OF THE
 DK2090'CENTER LINE OF STATE HIGHWAY 35, 18.9 FEET NORTHEAST OF A
 DK2090'6-INCH OAK TREE, AND 10.5 FEET NORTH OF A METAL WITNESS
 DK2090'POST AND SIGN.
 DK2090'
 DK2090'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DK2090'COMINTO 1939, DISTANCE BEING 29.533 METERS OR 96.89 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0817 ***********************************************************************
 GF0817  DESIGNATION -  COMPTON LOT
 GF0817  PID         -  GF0817
 GF0817  STATE/COUNTY-  AR/NEWTON
 GF0817  USGS QUAD   -  PONCA (1967)
 GF0817
 GF0817                         *CURRENT SURVEY CONTROL
 GF0817  ___________________________________________________________________
 GF0817* NAD 83(1997)-  36 03 11.76920(N)    093 22 20.93666(W)     ADJUSTED  
 GF0817* NAVD 88     -                                                        
 GF0817  ___________________________________________________________________
 GF0817  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 GF0817  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GF0817
 GF0817  HORZ ORDER  -  THIRD
 GF0817
 GF0817.The horizontal coordinates were established by classical geodetic methods
 GF0817.and adjusted by the National Geodetic Survey in September 1999..
 GF0817
 GF0817
 GF0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0817
 GF0817.The geoid height was determined by GEOID03.
 GF0817
 GF0817;                    North         East     Units Scale Factor Converg.
 GF0817;SPC AR N     -   191,677.950   276,342.995   MT  0.99996936   -0 47 55.1
 GF0817;SPC AR N     -   628,863.41    906,635.31   sFT  0.99996936   -0 47 55.1
 GF0817;UTM  15      - 3,989,920.995   466,451.565   MT  0.99961387   -0 13 09.2
 GF0817
 GF0817                          SUPERSEDED SURVEY CONTROL
 GF0817
 GF0817  NAD 83(1997)-  36 03 11.78040(N)    093 22 20.93735(W) AD(       ) 4
 GF0817  NAD 83(1986)-  36 03 11.77954(N)    093 22 20.94023(W) AD(       ) 4
 GF0817  NAD 27      -  36 03 11.50790(N)    093 22 20.28482(W) AD(       ) 3
 GF0817
 GF0817.Superseded values are not recommended for survey control.
 GF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0817.See file dsdata.txt to determine how the superseded data were derived.
 GF0817
 GF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6645289921(NAD 83)
 GF0817_MARKER: 57 = LOOKOUT TOWER
 GF0817
 GF0817  HISTORY     - Date     Condition        Report By
 GF0817  HISTORY     - 1971     FIRST OBSERVED   NGS
 GF0817
 GF0817                          STATION DESCRIPTION
 GF0817
 GF0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0817'THE STATION, COMPTON LOOKOUT TOWER, IS THE APEX OF THE ROOF OF THE
 GF0817'CABIN ATOP AN 85 FOOT TALL, 4 LEGGED STEEL TOWER, THAT IS OWNED BY
 GF0817'THE STATE OF ARKANSAS.  IT IS KNOWN AS TOWER 15-2 BY THE STATE OF
 GF0817'ARKANSAS.
 GF0817'
 GF0817'THE STATION IS LOCATED ABOUT 4 MILES WEST AND 3 MILES SOUTH OF
 GF0817'COMPTON AND IN THE SOUTHWEST 1/4 OF SECTION 12, T. 16 N., R. 23 W. ON
 GF0817'PROPERTY OWNED BY MR. PERMEE.
 GF0817'
 GF0817'TO REACH FROM THE POST OFFICE IN COMPTON, GO WEST FOR 0.2 MILE TO
 GF0817'STATE HIGHWAY 43.  TURN LEFT AND GO WESTERLY, THEN SOUTHERLY, ON
 GF0817'HIGHWAY 43 FOR 4.6 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 GF0817'SOUTHWEST ON A GRAVELED ROAD FOR 0.9 MILE TO A FORK.  BEAR LEFT AND
 GF0817'GO SOUTH, UPHILL, FOR 0.1 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0816 ***********************************************************************
 GF0816  DESIGNATION -  COMPTON RESET
 GF0816  PID         -  GF0816
 GF0816  STATE/COUNTY-  AR/NEWTON
 GF0816  USGS QUAD   -  PONCA (1967)
 GF0816
 GF0816                         *CURRENT SURVEY CONTROL
 GF0816  ___________________________________________________________________
 GF0816* NAD 83(1997)-  36 05 05.68384(N)    093 20 29.06426(W)     ADJUSTED  
 GF0816* NAVD 88     -       728.5    (meters)    2390.     (feet)  VERTCON   
 GF0816  ___________________________________________________________________
 GF0816  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GF0816  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0816
 GF0816  HORZ ORDER  -  FIRST
 GF0816
 GF0816.The horizontal coordinates were established by classical geodetic methods
 GF0816.and adjusted by the National Geodetic Survey in September 1999..
 GF0816
 GF0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0816
 GF0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0816
 GF0816.The geoid height was determined by GEOID03.
 GF0816
 GF0816;                    North         East     Units Scale Factor Converg.
 GF0816;SPC AR N     -   195,150.050   279,190.485   MT  0.99997403   -0 46 50.0
 GF0816;SPC AR N     -   640,254.79    915,977.45   sFT  0.99997403   -0 46 50.0
 GF0816;SPC MO C     -    28,240.620   424,221.286   MT  1.00000406   -0 29 44.2
 GF0816;UTM  15      - 3,993,420.459   469,262.786   MT  0.99961164   -0 12 03.9
 GF0816
 GF0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0816!SPC AR N     -   0.99989006  x   0.99997403  =   0.99986409
 GF0816!SPC MO C     -   0.99989006  x   1.00000406  =   0.99989412
 GF0816!UTM  15      -   0.99989006  x   0.99961164  =   0.99950174
 GF0816
 GF0816:                Primary Azimuth Mark                     Grid Az
 GF0816:SPC AR N     -  BOAT RM 3                                084 38 11.1
 GF0816:SPC MO C     -  BOAT RM 3                                084 21 05.3
 GF0816:UTM  15      -  BOAT RM 3                                084 03 25.0
 GF0816
 GF0816|---------------------------------------------------------------------|
 GF0816| PID    Reference Object                     Distance      Geod. Az  |
 GF0816|                                                           dddmmss.s |
 GF0816| GF0809 BOAT RM 3                           APPROX.28.0 KM 0835121.1 |
 GF0816| CI0632 COMPTON RM 1                         18.898 METERS 17559     |
 GF0816| GF0817 COMPTON LOT                         APPROX. 4.5 KM 2183429.7 |
 GF0816| GF0820 LUCKIE                              APPROX.11.2 KM 2605624.8 |
 GF0816| CI0633 COMPTON RM 2                         39.420 METERS 28923     |
 GF0816| CI0634 COMPTON RM 3                         15.596 METERS 31905     |
 GF0816|---------------------------------------------------------------------|
 GF0816
 GF0816                          SUPERSEDED SURVEY CONTROL
 GF0816
 GF0816  NAD 83(1997)-  36 05 05.69491(N)    093 20 29.06521(W) AD(       ) 1
 GF0816  NAD 83(1986)-  36 05 05.69444(N)    093 20 29.06735(W) AD(       ) 1
 GF0816  NAD 27      -  36 05 05.42400(N)    093 20 28.41700(W) AD(       ) 1
 GF0816  NGVD 29 (07/19/86)  728.4    (m)         2390.     (f) VERT ANG       
 GF0816
 GF0816.Superseded values are not recommended for survey control.
 GF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0816.See file dsdata.txt to determine how the superseded data were derived.
 GF0816
 GF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6926393420(NAD 83)
 GF0816_MARKER: DS = TRIANGULATION STATION DISK
 GF0816_SETTING: 80 = SET IN A BOULDER
 GF0816_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GF0816
 GF0816  HISTORY     - Date     Condition        Report By
 GF0816  HISTORY     - 1928     MONUMENTED       CGS
 GF0816  HISTORY     - 1935     GOOD             CGS
 GF0816  HISTORY     - 1953     SEE DESCRIPTION  CGS
 GF0816  HISTORY     - 1971     GOOD             NGS
 GF0816
 GF0816                          STATION DESCRIPTION
 GF0816
 GF0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GF0816'ABOUT 21 MILES BY ROAD SOUTHWEST OF HARRISON, 2.9 MILES
 GF0816'WEST OF COMPTON POST OFFICE, 1/2 MILE EAST OF HIGHWAY 43,
 GF0816'ON HIGHEST POINT OF EAST END OF HIGH TIMBERED RIDGE, AND ABOUT
 GF0816'1/2 MILE EAST OF JESSE J. MARTINS HOUSE, WHO LIVES ON EAST SIDE
 GF0816'OF HIGHWAY NEAR CREST OF RIDGE.  STATION IS 4.55 METERS
 GF0816'(14.9 FEET) EAST OF BLAZED 8-INCH WHITE OAK, 5.6 METERS (18
 GF0816'FEET) NORTHWEST OF BLAZED 14-INCH SPANISH OAK, AND 9.15 METERS
 GF0816'(30.0 FEET) NORTH OF BLAZED 12-INCH WHITE OAK.  BLAZES ARE
 GF0816'TRIANGULAR SHAPED AND ON SIDES OF TREES TOWARD STATION.
 GF0816'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GF0816'IN BOULDERS.  REFERENCE MARKS ARE STANDARD
 GF0816'REFERENCE DISKS IN BOULDERS.  NO. 1 IS ON SOUTH
 GF0816'SIDE OF RIDGE, 3.55 METERS (11.6 FEET) WEST OF BLAZED 8-INCH
 GF0816'ELM, 2.7 METERS (9 FEET) EAST OF BLAZED 18-INCH BLACK
 GF0816'OAK, AND 18.80 METERS (61.7 FEET) FROM STATION.
 GF0816'NO. 2 IS 4.3 METERS (14 FEET) SOUTHWEST
 GF0816'OF BLAZED 16-INCH SPANISH OAK, 1.15 METERS (3.8 FEET)
 GF0816'NORTHEAST OF BLAZED 14-INCH SPANISH OAK, AND 39.435
 GF0816'METERS (129.38 FEET) FROM STATION.
 GF0816
 GF0816                          STATION RECOVERY (1935)
 GF0816
 GF0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 GF0816'THE ORIGINAL DESCRIPTION OF THIS STATION IS GOOD.  THE STATION
 GF0816'AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 GF0816'CONDITION.
 GF0816
 GF0816                          STATION RECOVERY (1953)
 GF0816
 GF0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0816'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE
 GF0816'SURFACE MARK HAD BEEN DESTROYED AN A NEW SURFACE MARK WAS
 GF0816'SET.  THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GF0816'DISTANCES TO THE REFERENCE MARK S FAILED TO AGREE WITH THE
 GF0816'ORIGINAL MEASUREMENTS.  A COMPLETE DESCRIPTION FOLLOWS.
 GF0816'
 GF0816'THE STATION IS ABOUT 21 MILES BY ROAD SOUTHWEST OF HARRISON,
 GF0816'ABOUT 3 MILES WEST OF COMPTON, 1/2 MILE EAST OF STATE HIGHWAY 43,
 GF0816'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY, AND ON LAND
 GF0816'OWNED BY MRS. IRENE BELL WHO LIVES ABOUT 1/2 MILE NORTH
 GF0816'OF THE STATION.  IT IS 30 FEET NORTH OF A 14 INCH OAK TREE,
 GF0816'18 FEET NORTHWEST OF A 16 INCH OAK TREE, 15 FEET EAST OF A 10
 GF0816'INCH OAK TREE AND 4 FEET NORTHWEST OF A 4 X 4 INCH WHITE
 GF0816'WITNESS POST.
 GF0816'
 GF0816'TO REACH THE STATION FROM THE POST OFFICE IN COMPTON, GO
 GF0816'WEST ON STATE HIGHWAY 43 FOR 2.25 MILES TO A DRIVEWAY ON THE
 GF0816'LEFT, TURN LEFT AND GO SOUTHWEST 0.25 MILE TO THE HOME OF
 GF0816'MRS. BELL AND A TRACK ROAD LEADING SOUTH, FOLLOW THE TRACK
 GF0816'ROAD SOUTH FOR 0.3 MILE TO A GATE, PASS THROUGH THE GATE
 GF0816'AND GO WESTERLY FOR 0.15 MILE TO THE HIGHEST POINT AND THE
 GF0816'STATION.
 GF0816'
 GF0816'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0816'COMPTON 1928-1953.
 GF0816'
 GF0816'REFERENCE MARK 1 IS 12 FEET WEST OF A 10 INCH ELM TREE AND 9 FEET
 GF0816'EAST OF AN 18 INCH OAK TREE.  THE MARK PROJECTS 10 INCHES
 GF0816'AND THE DISK IS STAMPED COMPTON NO 1 1928.
 GF0816'
 GF0816'REFERENCE MARK 2 IS 14 FEET SOUTHWEST OF AN 18 INCH OAK
 GF0816'TREE AND 4 FEET NORTHEAST OF A 16 INCH OAK TREE.  THE MARK IS
 GF0816'FLUSH WITH THE GROUND AND THE DISK IS STAMPED COMPTON NO 2 1928.
 GF0816'
 GF0816'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0816
 GF0816                          STATION RECOVERY (1971)
 GF0816
 GF0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0816'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND THESE TWO MARKS
 GF0816'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS RECOVERED BUT
 GF0816'DESTROYED DUE TO BEING LOOSE.  REFERENCE MARK 3 WAS ESTABLISHED AT
 GF0816'THIS TIME.  THE DIRECTION TO REFERENCE MARK 2 CHECKED THE ORIGINAL
 GF0816'DESCRIPTION.  DISTANCE TO REFERENCE MARK 2 WAS MEASURED .015
 GF0816'METER OR .04 FOOT SHORTER THAN THE ORIGINAL DESCRIPTION.  DUE TO
 GF0816'VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 GF0816'
 GF0816'THE STATION IS LOCATED ABOUT 10 MILES SOUTH AND 13 MILES WEST OF
 GF0816'HARRISON, 1/2 MILE SOUTH AND 2 MILES WEST OF THE SMALL SETTLEMENT
 GF0816'OF COMPTON, NEAR THE CENTER OF THE EAST 1/2 OF SECTION 32, R 22 W,
 GF0816'T 17 N. AND ON PROPERTY OWNED BY MR. HARRY G. GRIFFIN, UNIVERSITY
 GF0816'OF MISSOURI, COLUMBIA, MISSOURI 65201.  MR. GERALD CARTER,
 GF0816'CARETAKER OF THIS PROPERTY LIVES 0.2 MILE NORTH OF THE STATION.
 GF0816'PHONE 420-3375.
 GF0816'
 GF0816'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE IN
 GF0816'COMPTON, GO WESTERLY ON GRAVELED ROAD FOR 0.2 MILE TO STATE HIGHWAY
 GF0816'43.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 43 FOR 1.85 MILES
 GF0816'TO A SIDE ROAD AND A STEEL GATE ON LEFT.  TURN LEFT PASSING
 GF0816'THROUGH THE STEEL GATE AND FOLLOW THE FARM ROAD SOUTHWEST FOR 0.3
 GF0816'MILE TO A HOUSE ON LEFT AND A WOODEN GATE AHEAD.  CONTINUE AHEAD
 GF0816'PASSING THROUGH THE WOODEN GATE, THEN TURN LEFT AND FOLLOW
 GF0816'TRACK ROAD SOUTHERLY FOR 0.2 MILE TO ANOTHER WOODEN GATE.
 GF0816'PASS THROUGH GATE AND TURN RIGHT AND GO WESTERLY ALONG THE SOUTH
 GF0816'SIDE OF A FENCE FOR 0.05 MILE, THENCE BEAR LEFT FOLLOWING TRACK
 GF0816'ROAD UP HILL FOR 0.05 MILE, THENCE BEAR LEFT FOLLOWING
 GF0816'TRACK ROAD UP HILL FOR 0.05 MILE TO TOP OF HILL AND STATION.
 GF0816'
 GF0816'STATION MARK DISKS ARE STANDARD DISKS STAMPED COMPTON 1928 1953.
 GF0816'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 GF0816'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS
 GF0816'26.0 FEET SOUTH OF A 14-INCH OAK TREE, 20.3 FEET NORTHWEST OF A
 GF0816'15-INCH HICKORY TREE AND 4.7 FEET WEST OF A METAL WITNESS POST.
 GF0816'THE UNDERGROUND MARK IS A STANDARD DISK CEMENTED IN A DRILL
 GF0816'HOLE.
 GF0816'
 GF0816'REFERENCE MARK 2, A STANDARD DISK STAMPED COMPTON NO 2 1928, IS
 GF0816'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 GF0816'SURFACE.  IT IS 16.5 FEET NORTHWEST OF A 12-INCH OAK TREE WITH A
 GF0816'TRIANGLE BLAZE, 10.2 FEET SOUTH-SOUTHEAST OF A 9-INCH OAK TREE
 GF0816'WITH A TRIANGLE BLAZE AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN
 GF0816'THE STATION.
 GF0816'
 GF0816'REFERENCE MARK 3, A STANDARD DISK STAMPED COMPTON 1928 1953 NO 3
 GF0816'1971, IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES
 GF0816'ABOVE THE GROUND.  IT IS 55 FEET NORTHWEST OF THE METAL WITNESS
 GF0816'POST, 40 FEET NORTHWEST OF A 14-INCH OAK TREE WITH A TRIANGLE
 GF0816'BLAZE AND THE MARK IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 GF0816'STATION.
 GF0816'
 GF0816'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0816'
 GF0816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 GF0816'WEST-SOUTHWEST OF COMPTON.
 GF0816'
 GF0816'HEIGHT OF LIGHT ABOVE STATION MARK--22.4 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0979 ***********************************************************************
 FH0979  DESIGNATION -  CONCORD
 FH0979  PID         -  FH0979
 FH0979  STATE/COUNTY-  AR/CRAWFORD
 FH0979  USGS QUAD   -  VAN BUREN (1997)
 FH0979
 FH0979                         *CURRENT SURVEY CONTROL
 FH0979  ___________________________________________________________________
 FH0979* NAD 83(1997)-  35 28 24.33884(N)    094 17 25.67153(W)     ADJUSTED  
 FH0979* NAVD 88     -       207.6    (meters)     681.     (feet)  GPS OBS   
 FH0979  ___________________________________________________________________
 FH0979  X           -    -389,046.405 (meters)                     COMP
 FH0979  Y           -  -5,185,694.446 (meters)                     COMP
 FH0979  Z           -   3,680,870.724 (meters)                     COMP
 FH0979  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 FH0979  ELLIP HEIGHT-         178.05  (meters)          (09/14/99) GPS OBS
 FH0979  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FH0979
 FH0979  HORZ ORDER  -  FIRST
 FH0979  ELLP ORDER  -  FOURTH    CLASS I
 FH0979
 FH0979.The horizontal coordinates were established by classical geodetic methods
 FH0979.and adjusted by the National Geodetic Survey in September 1999..
 FH0979
 FH0979.The orthometric height was determined by GPS observations and a
 FH0979.high-resolution geoid model.
 FH0979
 FH0979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0979
 FH0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0979
 FH0979.The ellipsoidal height was determined by GPS observations
 FH0979.and is referenced to NAD 83.
 FH0979
 FH0979.The geoid height was determined by GEOID03.
 FH0979
 FH0979;                    North         East     Units Scale Factor Converg.
 FH0979;SPC AR N     -   128,901.129   192,150.826   MT  0.99993780   -1 19 58.1
 FH0979;SPC AR N     -   422,903.12    630,414.83   sFT  0.99993780   -1 19 58.1
 FH0979;UTM  15      - 3,926,311.640   382,921.999   MT  0.99976892   -0 44 56.3
 FH0979
 FH0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0979!SPC AR N     -   0.99997205  x   0.99993780  =   0.99990986
 FH0979!UTM  15      -   0.99997205  x   0.99976892  =   0.99974098
 FH0979
 FH0979|---------------------------------------------------------------------|
 FH0979| PID    Reference Object                     Distance      Geod. Az  |
 FH0979|                                                           dddmmss.s |
 FH0979| CI0638 CONCORD RM 1                         25.463 METERS 07302     |
 FH0979| CI0639 CONCORD RM 2                         21.017 METERS 15049     |
 FH0979| CI0637 CONCORD AZ MK                                      1615239.9 |
 FH0979|---------------------------------------------------------------------|
 FH0979
 FH0979                          SUPERSEDED SURVEY CONTROL
 FH0979
 FH0979  NAD 83(1997)-  35 28 24.34599(N)    094 17 25.67035(W) AD(       ) 1
 FH0979  NAD 83(1986)-  35 28 24.34465(N)    094 17 25.66370(W) AD(       ) 1
 FH0979  NAD 27      -  35 28 24.02800(N)    094 17 24.90500(W) AD(       ) 1
 FH0979  NGVD 29 (10/26/93)  207.5    (m)          681.     (f) GPS OBS        
 FH0979
 FH0979.Superseded values are not recommended for survey control.
 FH0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0979.See file dsdata.txt to determine how the superseded data were derived.
 FH0979
 FH0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8292226312(NAD 83)
 FH0979_MARKER: DS = TRIANGULATION STATION DISK
 FH0979_SETTING: 80 = SET IN A BOULDER
 FH0979_SP_SET: BOULDER
 FH0979_STAMPING: CONCORD 1940
 FH0979_MARK LOGO: CGS   
 FH0979_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FH0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0979+STABILITY: SURFACE MOTION
 FH0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0979+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1992
 FH0979
 FH0979  HISTORY     - Date     Condition        Report By
 FH0979  HISTORY     - 1940     MONUMENTED       CGS
 FH0979  HISTORY     - 1940     GOOD             CGS
 FH0979  HISTORY     - 1959     GOOD             CGS
 FH0979  HISTORY     - 19921111 GOOD             NOS
 FH0979
 FH0979                          STATION DESCRIPTION
 FH0979
 FH0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0979'STATION IS LOCATED ON THE CREST OF A LONG E-W RIDGE LOCALLY
 FH0979'KNOWN AS CONCORD MOUNTAIN.  IT IS ABOUT 4 MILES NE OF VAN BUREN
 FH0979'AND 4 MILES W OF ALMA ON PROPERTY OF ROBERT GRAHAM WHO LIVES
 FH0979'ABOUT 1 MILE W OF THE STATION.
 FH0979'
 FH0979'STATION MARK IS STAMPED CONCORD 1940 AND IS A STANDARD DISK
 FH0979'SET FLUSH IN A 4- BY 5-FOOT BOULDER WHICH IS FLUSH WITH
 FH0979'THE GROUND.  IT IS 7.1 FEET S OF A WHITE REFERENCE POST,
 FH0979'40 FEET S OF A 10-INCH OAK TREE AND 800 FEET W OF MR. RICES
 FH0979'HOUSE.
 FH0979'
 FH0979'REFERENCE MARK NO.1 IS A STANDARD DISK SET FLUSH IN A 4- BY
 FH0979'4-FOOT BOULDER WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED
 FH0979'CONCORD NO.1, 1940, IT IS ON THE SAME LEVEL AS THE STATION.
 FH0979'
 FH0979'REFERENCE MARK NO.2 IS A STANDARD DISK SET FLUSH IN A 3- BY
 FH0979'4-FOOT BOULDER WHICH PROJECTS 6 INCHES, AND IS STAMPED CONCORD
 FH0979'NO.2, 1940, IT IS ABOUT 650 FEET W OF MR. RICES HOUSE AND
 FH0979'ABOUT 3 FEET LOWER THAN THE STATION.
 FH0979'
 FH0979'THE AZIMUTH MARK IS A STANDARD DISK SET AT THE CENTER OF
 FH0979'THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE, PROJECTS
 FH0979'8 INCHES AND IS STAMPED CONCORD 1940.  IT IS 33 FEET N OF A DIRT
 FH0979'ROAD, 43 FEET N OF 6 MAIL BOXES, 37 FEET W OF THE CENTER
 FH0979'OF A NARROW DIRT ROAD AND 3.8 FEET E OF A WHITE REFERENCE
 FH0979'POST.
 FH0979'
 FH0979'TO REACH THE STATION FROM THE VAN BUREN END OF THE ARKANSAS
 FH0979'RIVER BRIDGE, GO N AND NE ON U.S. HIGHWAY 64 FOR 4 MILES
 FH0979'TO THE SHIBLEY BAPTIST CHURCH ON THE LEFT, CONTINUE ON U.S.
 FH0979'HIGHWAY 64 FOR 0.3 MILE TO MRS. J.W. EDMONS STORE ON THE LEFT
 FH0979'AND A DIRT ROAD TO THE LEFT, (N), TURN N AND GO 0.6 MILE TO
 FH0979'A FORK (AZIMUTH MARK) ON THE LEFT, W SIDE OF ROAD, KEEP
 FH0979'STRAIGHT AHEAD ON RIGHT FORK AND GO 0.15 MILE TO A FORK,
 FH0979'TAKE LEFT FORK AND GO 0.1 MILE TO ANOTHER FORK, KEEP LEFT FORK
 FH0979'AND GO 0.05 MILE TO REMAINS OF A BURNED HOUSE, FOLLOW TRACKS
 FH0979'N UPHILL, PASSING TO THE RIGHT OF MR. CLYDE RICES HOUSE, 0.1
 FH0979'MILE TO TOP OF RIDGE AND STATION.
 FH0979'
 FH0979'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH0979
 FH0979                          STATION RECOVERY (1940)
 FH0979
 FH0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 FH0979'RECOVERED IN GOOD CONDITION.
 FH0979
 FH0979                          STATION RECOVERY (1959)
 FH0979
 FH0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0979'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH0979'CONDITION.  THE STATION MARK IS ON THE SUMMIT OF A RIDGE
 FH0979'TO NORTHWEST OF A SMALL HOUSE AND IS ABOUT 30 FEET WEST
 FH0979'OF A NORTH-SOUTH FENCE LINE.  R.M. NO. 2 IS 2 FEET WEST OF
 FH0979'THIS FENCE LINE.  THE AZIMUTH MARK IS NEAR THE SOUTHEAST
 FH0979'CORNER OF A GARDEN AND IS ABOUT 3 FEET NORTHWEST OF A 10-INCH
 FH0979'LOCUST TREE.
 FH0979'
 FH0979'TO REACH THE STATION FROM VAN BUREN, FROM THE NORTH END OF
 FH0979'THE ARKANSAS RIVER BRIDGE, GO EASTERLY ON U.S. HIGHWAY 64 AND
 FH0979'71 FOR 4.4 MILES TO CROSSROADS, TURN LEFT AND GO NORTH FOR
 FH0979'0.65 MILE TO A SIDE ROAD LEFT AND AZIMUTH MARK ON LEFT AS
 FH0979'DESCRIBED, CONTINUE NORTH FOR 0.3 MILE TO AN INTERSECTION,
 FH0979'TURN LEFT FOR 0.1 MILE THEN TURN RIGHT AND GO NORTH UP HILL
 FH0979'FOR 0.1 MILE TO A SMALL HOUSE AND STATION TO NORTHWEST OF
 FH0979'HOUSE.
 FH0979
 FH0979                          STATION RECOVERY (1992)
 FH0979
 FH0979'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 FH0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2056 ***********************************************************************
 DK2056  DESIGNATION -  CONNERLY
 DK2056  PID         -  DK2056
 DK2056  STATE/COUNTY-  AR/CHICOT
 DK2056  USGS QUAD   -  EUDORA NORTH (1981)
 DK2056
 DK2056                         *CURRENT SURVEY CONTROL
 DK2056  ___________________________________________________________________
 DK2056* NAD 83(1997)-  33 08 46.16583(N)    091 16 01.00161(W)     ADJUSTED  
 DK2056* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 DK2056  ___________________________________________________________________
 DK2056  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DK2056  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DK2056
 DK2056  HORZ ORDER  -  FIRST
 DK2056
 DK2056.The horizontal coordinates were established by classical geodetic methods
 DK2056.and adjusted by the National Geodetic Survey in September 1999..
 DK2056
 DK2056.The orthometric height was scaled from a topographic map.
 DK2056
 DK2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2056
 DK2056.The geoid height was determined by GEOID03.
 DK2056
 DK2056;                    North         East     Units Scale Factor Converg.
 DK2056;SPC AR S     -   453,427.751   468,395.174   MT  1.00003767   +0 24 37.0
 DK2056;SPC AR S     - 1,487,620.88  1,536,726.50   sFT  1.00003767   +0 24 37.0
 DK2056;SPC MS W     -   404,636.265   612,897.929   MT  1.00004351   -0 30 37.8
 DK2056;SPC MS W     - 1,327,544.15  2,010,815.96   sFT  1.00004351   -0 30 37.8
 DK2056;UTM  15      - 3,668,827.010   661,637.322   MT  0.99992214   +0 56 52.1
 DK2056
 DK2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2056!SPC AR S     -   0.99999734  x   1.00003767  =   1.00003501
 DK2056!SPC MS W     -   0.99999734  x   1.00004351  =   1.00004085
 DK2056!UTM  15      -   0.99999734  x   0.99992214  =   0.99991948
 DK2056
 DK2056:                Primary Azimuth Mark                     Grid Az
 DK2056:SPC AR S     -  EUDORA FED COMPRESS CO S TK              170 27 19.0
 DK2056:SPC MS W     -  EUDORA FED COMPRESS CO S TK              171 22 33.8
 DK2056:UTM  15      -  EUDORA FED COMPRESS CO S TK              169 55 03.9
 DK2056
 DK2056|---------------------------------------------------------------------|
 DK2056| PID    Reference Object                     Distance      Geod. Az  |
 DK2056|                                                           dddmmss.s |
 DK2056| DK2063 EUDORA FED COMPRESS CO S TK         APPROX. 3.0 KM 1705156.0 |
 DK2056| DK2060 EUDORA FED COMPRESS CO N TK         APPROX. 2.7 KM 1705749.3 |
 DK2056| DK2062 EUDORA MUNICIPAL TANK               APPROX. 3.9 KM 1723150.9 |
 DK2056| CY5458 CONNERLY RM 1                                      20929     |
 DK2056| DK2055 OIL DERRICK NORTH OF EUDORA         APPROX. 1.1 KM 2172441.9 |
 DK2056| CY5459 CONNERLY RM 2                        48.200 METERS 30019     |
 DK2056|---------------------------------------------------------------------|
 DK2056
 DK2056                          SUPERSEDED SURVEY CONTROL
 DK2056
 DK2056  NAD 83(1997)-  33 08 46.16612(N)    091 16 01.00167(W) AD(       ) 1
 DK2056  NAD 83(1997)-  33 08 46.17750(N)    091 16 00.99611(W) AD(       ) 1
 DK2056  NAD 83(1986)-  33 08 46.17663(N)    091 16 00.99357(W) AD(       ) 1
 DK2056  NAD 27      -  33 08 45.74300(N)    091 16 00.58800(W) AD(       ) 1
 DK2056
 DK2056.Superseded values are not recommended for survey control.
 DK2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2056.See file dsdata.txt to determine how the superseded data were derived.
 DK2056
 DK2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6163768827(NAD 83)
 DK2056_MARKER: DS = TRIANGULATION STATION DISK
 DK2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2056
 DK2056  HISTORY     - Date     Condition        Report By
 DK2056  HISTORY     - 1929     MONUMENTED       CGS
 DK2056  HISTORY     - 1947     MARK NOT FOUND   USE
 DK2056  HISTORY     - 1967     GOOD             CGS
 DK2056
 DK2056                          STATION DESCRIPTION
 DK2056
 DK2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 DK2056'ABOUT 2.7 MILES BY ROAD NORTH OF THE TOWN OF EUDORA, 1/2 MILE
 DK2056'EAST OF HIGHWAY 65, AND ABOUT 200 METERS (656 FEET) EAST OF
 DK2056'DIRT ROAD, ON TOP OF SMALL HILL CONTAINING A FEW CEDAR TREES
 DK2056'(RED) ABOUT A FARMHOUSE.  IT IS THE HIGHEST GROUND IN THIS
 DK2056'VICINITY, AND LAND IS OWNED BY W.R. CONNERLY AND FARMED BY
 DK2056'T.E. HANS, WHO LIVES IN ABOVE-MENTIONED HOUSE.  STATION IS 89.5
 DK2056'FEET SOUTHEAST OF 30-INCH CHINABERRY TREE, 76.2 FEET EAST OF
 DK2056'NORTHEAST CORNER OF HOUSE, AND 280 FEET NORTH OF 12-INCH
 DK2056'PEAR TREE IN COTTON FIELD SOUTH OF FARMHOUSE.  SURFACE AND
 DK2056'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 DK2056'CONCRETE.  UPPER MARK IS 1 FOOT BELOW
 DK2056'SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE
 DK2056'DISKS IN CONCRETE.  NO. 1 IS ABOUT 350 FEET
 DK2056'NORTHEAST OF CROSSING OF DIRT ROAD AND TRACKS OF
 DK2056'MISSOURI PACIFIC RAILWAY, 82 FEET EAST OF NEAR RAIL OF
 DK2056'RAILWAY, AND 21 FEET FROM CENTER LINE OF DIRT ROAD,
 DK2056'S 39 DEG 28 MIN 48 SEC W FROM STATION.  NO. 2 IS IN
 DK2056'NORTHWEST CORNER OF FARMYARD.  59.5 FEET NORTHWEST OF
 DK2056'NORTHWEST CORNER OF FARMHOUSE, AND 48.2 METERS (158 FEET)
 DK2056'FROM STATION N 59 DEG 41 MIN W.
 DK2056
 DK2056                          STATION RECOVERY (1947)
 DK2056
 DK2056'RECOVERY NOTE BY US ENGINEERS 1947 (EJG)
 DK2056'LETTER OF LT. COL. E.J. GALLAGHER, ARMY MAP SERVICE, CORPS OF
 DK2056'ENGINEERS, WASHINGTON, D.C., DATED NOV. 5, 1947--
 DK2056'
 DK2056'COMPLETE SEARCH WAS MADE AND ALL LOCAL INFORMATION IS THAT
 DK2056'THE STATION IS DESTROYED.  SUB-SURFACE MARKER NOT SEARCHED FOR.
 DK2056'
 DK2056'FOUND ONE REFERENCE MARK DESTROYED.
 DK2056
 DK2056                          STATION RECOVERY (1967)
 DK2056
 DK2056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK2056'THE STATION WAS VISITED 5-10-67 AND STATION MARK FOUND IN
 DK2056'GOOD CONDITION.  R.M. NO. 1 AND R.M. NO. 2 WERE DESTROYED PRIOR
 DK2056'TO THIS DATE.  THE STATION MARK IS ABOUT 18 INCHES BELOW
 DK2056'THE SURFACE OF THE GROUND AND IT WAS REQUESTED AT THIS DATE BY
 DK2056'THE LAND OWNER TO LOWER THE STATION MARK 18 INCHES.  THIS
 DK2056'WOULD MARK THE TOP MARK 36 INCHES BELOW THE SURFACE OF THE
 DK2056'GROUND WHICH COULD NOT BE FOUND DUE TO LACK OF GOOD REFERENCES.
 DK2056'THEREFORE THE STATION WAS MOVED BY ESTABLISHING A NEW STATION
 DK2056'CONNERLY 2 1967, 647.  250 METERS SSE OF THE STATION COMPLETE
 DK2056'WITH REFERENCE MARKS AND AZIMUTH.
 DK2056'
 DK2056'THE STATION WAS LEFT AS FOUND.
 DK2056'
 DK2056'SEE DESCRIPTION FOR CONNERLY 2 1967
 DK2056'
 DK2056'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2057 ***********************************************************************
 DK2057  DESIGNATION -  CONNERLY 2
 DK2057  PID         -  DK2057
 DK2057  STATE/COUNTY-  AR/CHICOT
 DK2057  USGS QUAD   -  EUDORA NORTH (1981)
 DK2057
 DK2057                         *CURRENT SURVEY CONTROL
 DK2057  ___________________________________________________________________
 DK2057* NAD 83(1997)-  33 08 28.04420(N)    091 15 48.36947(W)     ADJUSTED  
 DK2057* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 DK2057  ___________________________________________________________________
 DK2057  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DK2057  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DK2057
 DK2057  HORZ ORDER  -  THIRD
 DK2057
 DK2057.The horizontal coordinates were established by classical geodetic methods
 DK2057.and adjusted by the National Geodetic Survey in September 1999..
 DK2057.No horizontal observational check was made to the station.
 DK2057
 DK2057.The orthometric height was scaled from a topographic map.
 DK2057
 DK2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2057
 DK2057.The geoid height was determined by GEOID03.
 DK2057
 DK2057;                    North         East     Units Scale Factor Converg.
 DK2057;SPC AR S     -   452,871.812   468,726.573   MT  1.00003902   +0 24 44.1
 DK2057;SPC AR S     - 1,485,796.94  1,537,813.76   sFT  1.00003902   +0 24 44.1
 DK2057;SPC MS W     -   404,075.069   613,220.354   MT  1.00004282   -0 30 30.7
 DK2057;SPC MS W     - 1,325,702.96  2,011,873.78   sFT  1.00004282   -0 30 30.7
 DK2057;UTM  15      - 3,668,274.268   661,973.883   MT  0.99992348   +0 56 58.5
 DK2057
 DK2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2057!SPC AR S     -   0.99999703  x   1.00003902  =   1.00003605
 DK2057!SPC MS W     -   0.99999703  x   1.00004282  =   1.00003985
 DK2057!UTM  15      -   0.99999703  x   0.99992348  =   0.99992051
 DK2057
 DK2057:                Primary Azimuth Mark                     Grid Az
 DK2057:SPC AR S     -  CONNERLY 2 AZ MK                         011 59 33.7
 DK2057:SPC MS W     -  CONNERLY 2 AZ MK                         012 54 48.5
 DK2057:UTM  15      -  CONNERLY 2 AZ MK                         011 27 19.3
 DK2057
 DK2057|---------------------------------------------------------------------|
 DK2057| PID    Reference Object                     Distance      Geod. Az  |
 DK2057|                                                           dddmmss.s |
 DK2057| CY5460 CONNERLY 2 AZ MK                                   0122417.8 |
 DK2057| CY5461 CONNERLY 2 RM 3                      23.412 METERS 09051     |
 DK2057| DK2063 EUDORA FED COMPRESS CO S TK         APPROX. 2.4 KM 1763340.2 |
 DK2057| DK2060 EUDORA FED COMPRESS CO N TK         APPROX. 2.1 KM 1772814.9 |
 DK2057| DK2061 EUDORA PIONEER GRAIN INC ELEV       APPROX. 4.0 KM 1781610.1 |
 DK2057| CY5462 CONNERLY 2 RM 4                      22.880 METERS 19123     |
 DK2057| DK2058 CONNERLY POINT B                     76.837 METERS 24603     |
 DK2057|---------------------------------------------------------------------|
 DK2057
 DK2057                          SUPERSEDED SURVEY CONTROL
 DK2057
 DK2057  NAD 83(1997)-  33 08 28.04448(N)    091 15 48.36954(W) AD(       ) 3
 DK2057  NAD 83(1997)-  33 08 28.05610(N)    091 15 48.36349(W) AD(       ) 3
 DK2057  NAD 83(1986)-  33 08 28.05370(N)    091 15 48.36089(W) AD(       ) 3
 DK2057  NAD 27      -  33 08 27.61800(N)    091 15 47.95600(W) AD(       ) 3
 DK2057
 DK2057.Superseded values are not recommended for survey control.
 DK2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2057.See file dsdata.txt to determine how the superseded data were derived.
 DK2057
 DK2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6197468274(NAD 83)
 DK2057_MARKER: DS = TRIANGULATION STATION DISK
 DK2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK2057
 DK2057  HISTORY     - Date     Condition        Report By
 DK2057  HISTORY     - 1967     MONUMENTED       CGS
 DK2057
 DK2057                          STATION DESCRIPTION
 DK2057
 DK2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK2057'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF EUDORA AT THE
 DK2057'NORTH BOUNDARY FENCE OF THE EUDORA LIVE STOCK AUCTION GROUNDS
 DK2057'OWNED BY MR. L.E. GILLESPIE, ABOUT 0.1 MILE WEST OF THE
 DK2057'CENTERLINE OF U.S. HIGHWAY 65.  THE STATION IS 2 FT. ESE OF
 DK2057'METAL WITNESS POST, 226 FT. NE OF NORTHEAST CORNER OF CATTLE
 DK2057'BARN AND LOADING CHUTE, 2 FT. S OF FENCE LINE AT SOUTH EDGE
 DK2057'OF A FIELD 96 FT. W OF 2 FOOT OAK TREE IN FENCE LINE, 147 FT.
 DK2057'W OF T FENCE CORNER, 245 FT. ENE OF POWER POLE WITH
 DK2057'TRANSFORMER.  IT IS A STANDARD TRIANGULATION DISK STAMPED
 DK2057'CONNERLY 2 1967.
 DK2057'
 DK2057'REFERENCE MARK NO. 3 IS 76.77 FT. E OF STATION, 1 FOOT S OF
 DK2057'FENCE LINE, 19 FT. W OF 2 FOOT OAK TREE, 71 FT. W OF T FENCE
 DK2057'CORNER, 1.5 FT. W OF METAL WITNESS POST.  IT IS A STANDARD
 DK2057'REFERENCE MARK DISK STAMPED CONNERLY NO. 3 1967, PROJECTS
 DK2057'2 INCHES.
 DK2057'
 DK2057'REFERENCE MARK NO. 4 IS 75.07 FT. S OF THE STATION, 1.5 FT.
 DK2057'W OF A FENCE CORNER, 1 FOOT S OF FENCE LINE,131 FT. SW OF 2
 DK2057'FOOT OAK TREE, 1.0 FT. E OF A METAL WITNESS POST, 185 FT. ENE OF
 DK2057'NORTHEAST CORNER OF STOCK BARN AND LOADING CHUTE.  IT IS A
 DK2057'STANDARD DISK STAMPED CONNERLY 2 1967 PROJECTING 2 INCHES.
 DK2057'
 DK2057'THE AZIMUTH MARK IS 0.6 MILE ENE OF THE STATION, 46 FT. E
 DK2057'OF THE CENTERLINE OF U.S. HIGHWAY 65, 1 FT. W OF FENCE LINE,
 DK2057'205 FT. N OF RIGHT OF WAY FENCE CORNER, 307 FT. N OF THE
 DK2057'CENTERLINE OF DRIVEWAY TO SMALL HOUSE EAST OF ROAD, 216 FT.
 DK2057'N OF POWER LINE POLE, 1 FOOT S OF METAL WITNESS POST.  IT IS
 DK2057'A STANDARD AZIMUTH MARK DISK STAMPED CONNERLY 2 1967 PROJECTS
 DK2057'6 INCHES.  ABOUT 6 FT. ABOVE LEVEL OF HIGHWAY.
 DK2057'
 DK2057'TO REACH THE STATION FROM THE POST OFFICE IN EUDORA GO EAST
 DK2057'FOR 1 BLOCK TO STATE HIGHWAY 8, CONTINUE EAST FOR 0.3 MILE TO
 DK2057'JUNCTION WITH U.S. HIGHWAY 65, TURN LEFT AND GO NORTH FOR 2.15
 DK2057'MILES TO A SIDE ROAD LEFT TO LIVE STOCK AUCTION BARN, TURN
 DK2057'LEFT AND GO 0.1 MILE, TURN RIGHT AND GO 0.1 MILE TO STATION
 DK2057'ON THE NORTH BOUNDARY OF AUCTION LOT.
 DK2057'
 DK2057'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE AUCTION
 DK2057'BARN GO NORTH ON U.S. HIGHWAY 65 FOR 0.7 MILES TO THE AZIMUTH
 DK2057'MARK ON THE RIGHT,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY5461 ***********************************************************************
 CY5461  HT_MOD      -  This is a Height Modernization Survey Station.
 CY5461  DESIGNATION -  CONNERLY 2 RM 3
 CY5461  PID         -  CY5461
 CY5461  STATE/COUNTY-  AR/CHICOT
 CY5461  USGS QUAD   -  EUDORA NORTH (1981)
 CY5461
 CY5461                         *CURRENT SURVEY CONTROL
 CY5461  ___________________________________________________________________
 CY5461* NAD 83(1997)-  33 08 28.03299(N)    091 15 47.46624(W)     ADJUSTED  
 CY5461* NAVD 88     -        45.49   (meters)     149.2    (feet)  GPS OBS   
 CY5461  ___________________________________________________________________
 CY5461  X           -    -117,851.230 (meters)                     COMP
 CY5461  Y           -  -5,344,651.576 (meters)                     COMP
 CY5461  Z           -   3,467,084.834 (meters)                     COMP
 CY5461  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CY5461  ELLIP HEIGHT-          19.45  (meters)          (03/17/04) GPS OBS
 CY5461  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CY5461
 CY5461  HORZ ORDER  -  FIRST
 CY5461  ELLP ORDER  -  FOURTH    CLASS II
 CY5461
 CY5461.The horizontal coordinates were established by GPS observations
 CY5461.and adjusted by the National Geodetic Survey in March 2004..
 CY5461
 CY5461.The orthometric height was determined by GPS observations and a
 CY5461.high-resolution geoid model using precise GPS observation and
 CY5461.processing techniques.
 CY5461
 CY5461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY5461
 CY5461.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY5461
 CY5461.The ellipsoidal height was determined by GPS observations
 CY5461.and is referenced to NAD 83.
 CY5461
 CY5461.The geoid height was determined by GEOID03.
 CY5461
 CY5461;                    North         East     Units Scale Factor Converg.
 CY5461;SPC AR S     -   452,871.635   468,749.986   MT  1.00003902   +0 24 44.6
 CY5461;SPC AR S     - 1,485,796.36  1,537,890.58   sFT  1.00003902   +0 24 44.6
 CY5461;UTM  15      - 3,668,274.310   661,997.293   MT  0.99992357   +0 56 59.0
 CY5461
 CY5461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY5461!SPC AR S     -   0.99999695  x   1.00003902  =   1.00003597
 CY5461!UTM  15      -   0.99999695  x   0.99992357  =   0.99992052
 CY5461
 CY5461                          SUPERSEDED SURVEY CONTROL
 CY5461
 CY5461.No superseded survey control is available for this station.
 CY5461
 CY5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6199768274(NAD 83)
 CY5461_MARKER: DS = TRIANGULATION STATION DISK
 CY5461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY5461_STAMPING: CONNERLY 2 1967 RM 3
 CY5461_MARK LOGO: CGS   
 CY5461_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY5461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY5461+STABILITY: SURFACE MOTION
 CY5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY5461+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 CY5461
 CY5461  HISTORY     - Date     Condition        Report By
 CY5461  HISTORY     - 1967     MONUMENTED       CGS
 CY5461  HISTORY     - 20020912 GOOD             PYBURN
 CY5461
 CY5461                          STATION DESCRIPTION
 CY5461
 CY5461'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 CY5461'RECOVERED AS DESCRIBEDIPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1709 ***********************************************************************
 FG1709  DESIGNATION -  CONWAY
 FG1709  PID         -  FG1709
 FG1709  STATE/COUNTY-  AR/FAULKNER
 FG1709  USGS QUAD   -  CONWAY (1994)
 FG1709
 FG1709                         *CURRENT SURVEY CONTROL
 FG1709  ___________________________________________________________________
 FG1709* NAD 83(1997)-  35 04 43.82990(N)    092 22 49.90442(W)     ADJUSTED  
 FG1709* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 FG1709  ___________________________________________________________________
 FG1709  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 FG1709  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FG1709
 FG1709  HORZ ORDER  -  FIRST
 FG1709
 FG1709.The horizontal coordinates were established by classical geodetic methods
 FG1709.and adjusted by the National Geodetic Survey in September 1999..
 FG1709
 FG1709.The orthometric height was scaled from a topographic map.
 FG1709
 FG1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1709
 FG1709.The geoid height was determined by GEOID03.
 FG1709
 FG1709;                    North         East     Units Scale Factor Converg.
 FG1709;SPC AR N     -    82,775.090   365,296.525   MT  0.99997458   -0 13 17.1
 FG1709;SPC AR N     -   271,571.27  1,198,477.02   sFT  0.99997458   -0 13 17.1
 FG1709;UTM  15      - 3,881,961.816   556,473.856   MT  0.99963931   +0 21 21.7
 FG1709
 FG1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1709!SPC AR N     -   0.99998287  x   0.99997458  =   0.99995745
 FG1709!UTM  15      -   0.99998287  x   0.99963931  =   0.99962218
 FG1709
 FG1709|---------------------------------------------------------------------|
 FG1709| PID    Reference Object                     Distance      Geod. Az  |
 FG1709|                                                           dddmmss.s |
 FG1709| CI0646 CONWAY RM 1                          21.339 METERS 05635     |
 FG1709| CI0645 CONWAY AZ MK                                       1643924.3 |
 FG1709| FG1706 CONWAY FEDERAL COMPRESS TANK        APPROX. 5.1 KM 2741817.8 |
 FG1709| CI0647 CONWAY RM 2                          20.338 METERS 29441     |
 FG1709|---------------------------------------------------------------------|
 FG1709
 FG1709                          SUPERSEDED SURVEY CONTROL
 FG1709
 FG1709  NAD 83(1986)-  35 04 43.84774(N)    092 22 49.89377(W) AD(       ) 1
 FG1709  NAD 27      -  35 04 43.53800(N)    092 22 49.33400(W) AD(       ) 1
 FG1709
 FG1709.Superseded values are not recommended for survey control.
 FG1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1709.See file dsdata.txt to determine how the superseded data were derived.
 FG1709
 FG1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5647481962(NAD 83)
 FG1709_MARKER: DS = TRIANGULATION STATION DISK
 FG1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1709
 FG1709  HISTORY     - Date     Condition        Report By
 FG1709  HISTORY     - 1940     MONUMENTED       CGS
 FG1709  HISTORY     - 1967     GOOD             CGS
 FG1709
 FG1709                          STATION DESCRIPTION
 FG1709
 FG1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1709'STATION IS LOCATED ABOUT 3 MILES ESE OF CONWAY, ON THE SUMMIT
 FG1709'OF AN OAK-TIMBERED RIDGE.
 FG1709'
 FG1709'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FG1709'DISKS SET IN CONCRETE.
 FG1709'
 FG1709'STATION MARK IS 18 FEET NE OF A TRIANGLE BLAZED IN A 12-INCH
 FG1709'OAK TREE, 2.2 FEET N OF A WHITE REFERENCE POST, 14 FEET
 FG1709'WNW OF A BLAZED 5-INCH OAK TREE AND 19 FEET WSW OF A
 FG1709'TRIANGLE-BLAZED 14-INCH OAK TREE.  IT PROJECTS 2 INCHES
 FG1709'ABOVE THE SURFACE OF THE GROUND.
 FG1709'
 FG1709'REFERENCE MARK NO.1 IS 18 FEET E OF AN 18-INCH OAK TREE,
 FG1709'6 FEET W OF A 4-INCH OAK TREE.  IT PROJECTS 4 INCHES ABOVE
 FG1709'THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET LOWER THAN
 FG1709'THE STATION.
 FG1709'
 FG1709'REFERENCE MARK NO.2 IS 5 FEET NE OF A 5-INCH OAK TREE, 6
 FG1709'FEET S OF A 6-INCH OAK TREE, 40 FEET W OF AN 18-INCH OAK
 FG1709'TREE.  IT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 FG1709'AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1709'
 FG1709'THE AZIMUTH MARK IS LOCATED ON THE S SIDE OF THE DIRT ROAD
 FG1709'LEADING TO THE STATION, AND IS 23 FEET S OF THE CENTER OF
 FG1709'THE MAIN DIRT ROAD, 27 FEET E OF THE CENTER OF A DRIVEWAY
 FG1709'LEADING TO FARM OF E.A. WORM, 42 FEET SE OF A MAIL BOX LETTERED
 FG1709'(E.A. WORM) AND 2.7 FEET W OF A WHITE REFERENCE POST.  IT
 FG1709'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 FG1709'
 FG1709'TO REACH STATION FROM THE POST OFFICE IN CONWAY, GO S ON
 FG1709'U.S. HIGHWAY 65 0.4 MILE TO A GRAVEL ROAD LEFT (SE) AND
 FG1709'A SIGN AIRPORT, TURN LEFT AND GO 2 MILES TO A FORK, TAKE
 FG1709'LEFT FORK/E) AND GO 1.6 MILES TO THE AZIMUTH MARK ON THE
 FG1709'RIGHT (S) SIDE OF THE ROAD, CONTINUE STRAIGHT AHEAD 0.5
 FG1709'MILE TO A FARM ROAD LEFT (N), TURN LEFT AND FOLLOW DIRT
 FG1709'ROAD, ALONG W SIDE OF A FENCE, 0.1 MILE TO TOP SLOPE OF
 FG1709'RIDGE, HERE TURN LEFT (W) AND FOLLOW BACKBONE OF RIDGE 0.6
 FG1709'MILE TO HIGHEST POINT AND STATION.
 FG1709'
 FG1709'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1709
 FG1709                          STATION RECOVERY (1967)
 FG1709
 FG1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1709'STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE
 FG1709'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES FOLLOWING
 FG1709'IS A NEW AND COMPLETE DESCRIPTION.
 FG1709'
 FG1709'STATION IS LOCATED ON THE HIGHEST POINT OF AN EAST WEST
 FG1709'RIDGE, ABOUT 3 MILES EAST-SOUTHEAST OF CONWAY.
 FG1709'
 FG1709'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND 65 IN
 FG1709'CONWAY, GO EAST ON U.S. HIGHWAY 64 FOR 0.85 MILE TO INTERSTATE
 FG1709'HIGHWAY 40.  CONTINUE AHEAD AND GO EAST ON U.S. HIGHWAY
 FG1709'64 FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY 286.  TURN
 FG1709'RIGHT AND GO SOUTH ON STATE HIGHWAY 286 FOR 1.05 MILES TO
 FG1709'A T-INTERSECTION.  TURN LEFT AND GO EAST ON GRAVELED ROAD
 FG1709'FOR 1.0 MILE TO A CROSS ROAD.  (TO REACH THE AZIMUTH MARK,
 FG1709'CONTINUE AHEAD AND GO EAST ON GRAVELED ROAD FOR 0.3 MILE
 FG1709'TO THE MARK ON THE RIGHT.) TURN LEFT AND GO NORTH ON GRADED
 FG1709'ROAD FOR 0.2 MILE TO THE TOP OF GRADE AND END OF TRUCK
 FG1709'TRAVEL.  FROM HERE PACK EAST UP AND ALONG THE TOP OF RIDGE TO
 FG1709'THE HIGHEST POINT AND STATION.  ABOUT A 15 MINUTE PACK.
 FG1709'
 FG1709'STATION MARK IS A STANDARD DISK, STAMPED CONWAY 1940, SET
 FG1709'IN THE TOP OF A 11 INCH SQUARE CONCRETE POST FLUSH WITH
 FG1709'THE GROUND SURFACE.  IT IS 17 FEET SOUTHWEST OF A 22 INCH
 FG1709'OAK TREE WITH A WITNESS SIGN NAILED TO THE SOUTHWEST SIDE
 FG1709'AND ON THE HIGHEST POINT OF THE RIDGE.
 FG1709'
 FG1709'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CONWAY NO 1
 FG1709'1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1709'PROJECTING 3 INCHES.  IT IS 30 FEET NORTH OF THE TOP OF
 FG1709'THE RIDGE, 16 FEET SOUTHEAST OF A 24 INCH OAK TREE WITH
 FG1709'A WITNESS SIGN NAILED TO THE SOUTH SIDE AND ABOUT 3 FEET
 FG1709'LOWER THAN THE STATION.
 FG1709'
 FG1709'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CONWAY NO 2
 FG1709'1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1709'PROJECTING 2 INCHES.  IT IS 24 FEET NORTH OF THE TOP OF
 FG1709'THE RIDGE, 4 FEET NORTH-NORTHEAST OF A 12 INCH HICKORY TREE
 FG1709'WITH A WITNESS SIGN NAILED TO THE EAST SIDE AND ABOUT 2
 FG1709'FEET LOWER THAN THE STATION.
 FG1709'
 FG1709'AZIMUTH MARK IS A STANDARD DISK, STAMPED CONWAY 1940, SET
 FG1709'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1709'5 INCHES.  IT IS 22 FEET SOUTH OF THE CENTER OF THE GRAVELED
 FG1709'ROAD, 17 FEET EAST OF THE EAST GATE POST OF A GATE, 15 FEET
 FG1709'WEST OF A TELEPHONE LINE POLE, 1.5 FEET NORTH OF A FENCE
 FG1709'AND 1 FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0097 ***********************************************************************
 FG0097  DESIGNATION -  CONWAY ARK MAG RESET
 FG0097  PID         -  FG0097
 FG0097  STATE/COUNTY-  AR/FAULKNER
 FG0097  USGS QUAD   -  CONWAY (1994)
 FG0097
 FG0097                         *CURRENT SURVEY CONTROL
 FG0097  ___________________________________________________________________
 FG0097* NAD 83(1997)-  35 05 57.62865(N)    092 26 37.18884(W)     ADJUSTED  
 FG0097* NAVD 88     -       101.252  (meters)     332.19   (feet)  ADJUSTED  
 FG0097  ___________________________________________________________________
 FG0097  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 FG0097  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG0097  DYNAMIC HT  -         101.157 (meters)     331.88  (feet)  COMP
 FG0097  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FG0097
 FG0097  HORZ ORDER  -  FIRST
 FG0097  VERT ORDER  -  SECOND    CLASS 0
 FG0097
 FG0097.The horizontal coordinates were established by classical geodetic methods
 FG0097.and adjusted by the National Geodetic Survey in September 1999..
 FG0097
 FG0097.The orthometric height was determined by differential leveling
 FG0097.and adjusted by the National Geodetic Survey in June 1991..
 FG0097
 FG0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0097
 FG0097.The geoid height was determined by GEOID03.
 FG0097
 FG0097.The dynamic height is computed by dividing the NAVD 88
 FG0097.geopotential number by the normal gravity value computed on the
 FG0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0097.degrees latitude (g = 980.6199 gals.).
 FG0097
 FG0097.The modeled gravity was interpolated from observed gravity values.
 FG0097
 FG0097;                    North         East     Units Scale Factor Converg.
 FG0097;SPC AR N     -    85,073.380   359,549.064   MT  0.99997151   -0 15 29.4
 FG0097;SPC AR N     -   279,111.58  1,179,620.55   sFT  0.99997151   -0 15 29.4
 FG0097;UTM  15      - 3,884,201.277   550,705.460   MT  0.99963169   +0 19 11.6
 FG0097
 FG0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0097!SPC AR N     -   0.99998850  x   0.99997151  =   0.99996001
 FG0097!UTM  15      -   0.99998850  x   0.99963169  =   0.99962019
 FG0097
 FG0097:                Primary Azimuth Mark                     Grid Az
 FG0097:SPC AR N     -  CONWAY ARK MAG AZ MK                     019 55 06.8
 FG0097:UTM  15      -  CONWAY ARK MAG AZ MK                     019 20 25.8
 FG0097
 FG0097|---------------------------------------------------------------------|
 FG0097| PID    Reference Object                     Distance      Geod. Az  |
 FG0097|                                                           dddmmss.s |
 FG0097| CI0648 CONWAY ARK MAG AZ MK                               0193937.4 |
 FG0097| CI0649 CONWAY ARK MAG RM 1                  43.498 METERS 23341     |
 FG0097| CI0650 CONWAY ARK MAG RM 2                  49.390 METERS 30810     |
 FG0097|---------------------------------------------------------------------|
 FG0097
 FG0097                          SUPERSEDED SURVEY CONTROL
 FG0097
 FG0097  NAD 83(1986)-  35 05 57.64599(N)    092 26 37.17918(W) AD(       ) 1
 FG0097  NAD 27      -  35 05 57.33800(N)    092 26 36.61200(W) AD(       ) 1
 FG0097  NGVD 29 (??/??/92)  101.28   (m)          332.3    (f) COMPUTED    2 0
 FG0097
 FG0097.Superseded values are not recommended for survey control.
 FG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0097.See file dsdata.txt to determine how the superseded data were derived.
 FG0097
 FG0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5070584201(NAD 83)
 FG0097_MARKER: DM = MAGNETIC STATION DISK
 FG0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0097_STAMPING: CONWAY ARK MAG 1916 1940
 FG0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0097+STABILITY: SURFACE MOTION
 FG0097
 FG0097  HISTORY     - Date     Condition        Report By
 FG0097  HISTORY     - 1940     MONUMENTED       CGS
 FG0097  HISTORY     - 1942     GOOD             NGS
 FG0097  HISTORY     - 1967     MARK NOT FOUND   CGS
 FG0097  HISTORY     - 1967     MARK NOT FOUND   NGS
 FG0097  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0097
 FG0097                          STATION DESCRIPTION
 FG0097
 FG0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG0097'STATION IS LOCATED ON THE GROUNDS OF HENDRIX COLLEGE IN
 FG0097'THE NORTHERN PART OF CONWAY, ON THE E SIDE OF U.S. HIGHWAY 65.
 FG0097'
 FG0097'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FG0097'STANDARD DISKS SET IN CONCRETE.
 FG0097'
 FG0097'THE STATION MARK IS A STANDARD U.S.C. AND G.S. MAGNETIC MARK,
 FG0097'STAMPED CONWAY ARK. MAG.1913-1940.  THE MARK IS SET IN A
 FG0097'6- BY 6-INCH STONE BLOCK, REINFORCED BY A 16- BY 16- BY
 FG0097'30-INCH BLOCK OF CONCRETE, AND IS 37 FEET W OF A 14-INCH
 FG0097'MAPLE TREE, 51 FEET E OF A 14-INCH MAPLE TREE, 53 FEET S
 FG0097'OF AN 8-INCH SYCAMORE TREE AND ABOUT 300 FEET W OF THE MAIN
 FG0097'BUILDING OF THE COLLEGE.  THE MARK PROJECTS 10 INCHES ABOVE
 FG0097'THE SURFACE OF THE GROUND.
 FG0097'
 FG0097'REFERENCE MARK NO.1 IS STAMPED CONWAY ARK. MAG. 1940, AND
 FG0097'IS 2 FEET E OF A STONE WALL, 35 FEET E OF THE CENTER OF
 FG0097'U.S. HIGHWAY 65.  IT PROJECTS 2 INCHES ABOVE THE SURFACE
 FG0097'OF THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 FG0097'
 FG0097'REFERENCE MARK NO.2 IS STAMPED CONWAY ARK. MAG. 1940, AND
 FG0097'IS 3 FEET E OF A STONE WALL AND 39 FEET E OF THE CENTER
 FG0097'OF U.S. HIGHWAY 65.  IT IS SET FLUSH WITH THE SURFACE OF
 FG0097'THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 FG0097'
 FG0097'THE AZIMUTH MARK IS SET AT THE N EDGE OF THE CAMPUS GROUNDS
 FG0097'NEAR THE TENNIS COURT.  THE MARK IS STAMPED CONWAY ARK.
 FG0097'MAG. 1940, AND IS 25 FEET S OF THE CENTER OF A GRAVEL ROAD,
 FG0097'33 FEET NW OF THE CORNER OF THE TENNIS COURT, 2.4 FEET W
 FG0097'OF A WHITE REFERENCE POST AND 45 FEET W OF A TELEPHONE POLE.
 FG0097'IT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FG0097'
 FG0097'THE N POINT OF THE MAGNETIC STATION WAS MOVED WHEN THE NEW
 FG0097'STADIUM WAS BUILT.  IT WAS RESET IN THE S SIDE OF THE STADIUM
 FG0097'WALL AND SINCE THEN THE DISK HAS BEEN DESTROYED.  ALL THAT
 FG0097'REMAINS NOW IS A HOLE IN THE WALL, MARKING THE POINT.
 FG0097'
 FG0097'TO REACH FROM THE POST OFFICE IN CONWAY GO NW ON U.S. HIGHWAY
 FG0097'65 1.2 MILES TO HENDRIX COLLEGE AND STATION ON CAMPUS.
 FG0097'
 FG0097'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 FG0097
 FG0097                          STATION RECOVERY (1942)
 FG0097
 FG0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 FG0097'IN CONWAY.
 FG0097'AT CONWAY, FAULKNER COUNTY, ON THE WEST SIDE OF THE HENDRIX COLLEGE
 FG0097'CAMPUS, 270 FEET NORTHWEST OF THE ADMINSTRATION BUILDING, 185 FEET
 FG0097'SOUTH OF A DRIVE, 175 FEET NORTH OF A CONCRETE WALK LEADING TO THE
 FG0097'BUILDING, 120 FEET EAST OF THE WEST BOUNDARY FENCE.  A STANDARD
 FG0097'MAGNETIC-STATION DISK, SET IN THE TOP OF A CONCRETE POST.
 FG0097
 FG0097                          STATION RECOVERY (1967)
 FG0097
 FG0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG0097'STATION MARK, REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR
 FG0097'BUT COULD NOT BE FOUND.  THEY MAY HAVE BEEN DESTROYED AT
 FG0097'THE TIME OF CONSTRUCTION OF NEW BUILDINGS AT HENDRIX COLLEGE.
 FG0097'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  FOLLOWING
 FG0097'IS A DESCRIPTION OF THE AZIMUTH MARK.
 FG0097'
 FG0097'IT IS LOCATED ON THE NORTH EDGE OF HENDRIX COLLEGE CAMPUS.
 FG0097'IT IS IN THE NORTH EDGE OF CONWAY, A STANDARD DISK, STAMPED
 FG0097'CONWAY ARK MAG 1940, SET IN THE TOP OF AN 11 INCH SQUARE
 FG0097'CONCRETE POST PROJECTING 5 INCHES.  IT IS 146 FEET WEST
 FG0097'OF THE NORTH ENTRANCE TO THE COLLEGE, 92 FEET NORTH OF THE
 FG0097'NORTHWEST CORNER OF RANEY HALL, 26 FEET SOUTH OF THE CENTER
 FG0097'OF WINFIELD STREET, 9 FEET EAST OF A POWERLINE POLE AND
 FG0097'1.5 FEET SOUTH OF A METAL WITNESS POST.
 FG0097'
 FG0097'AIR LINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT CONWAY.
 FG0097
 FG0097                          STATION RECOVERY (1967)
 FG0097
 FG0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FG0097'MARK NOT FOUND.
 FG0097
 FG0097                          STATION RECOVERY (1984)
 FG0097
 FG0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0097'SEARCHED FOR BUT NOT RECOVERED, THERE HAVE BEEN SEVERAL NEW BUILDINGS
 FG0097'CONSTRUCTED IN THE AREA, THE MARK WAS PROBABLY DISTURBED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1708 ***********************************************************************
 FG1708  DESIGNATION -  CONWAY ARK ST COLL PWR PLT STK
 FG1708  PID         -  FG1708
 FG1708  STATE/COUNTY-  AR/FAULKNER
 FG1708  USGS QUAD   -  CONWAY (1994)
 FG1708
 FG1708                         *CURRENT SURVEY CONTROL
 FG1708  ___________________________________________________________________
 FG1708* NAD 83(1997)-  35 04 38.58895(N)    092 27 23.19995(W)     ADJUSTED  
 FG1708* NAVD 88     -                                                        
 FG1708  ___________________________________________________________________
 FG1708  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 FG1708  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG1708
 FG1708  HORZ ORDER  -  THIRD
 FG1708
 FG1708.The horizontal coordinates were established by classical geodetic methods
 FG1708.and adjusted by the National Geodetic Survey in September 1999..
 FG1708
 FG1708
 FG1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1708
 FG1708.The geoid height was determined by GEOID03.
 FG1708
 FG1708;                    North         East     Units Scale Factor Converg.
 FG1708;SPC AR N     -    82,643.009   358,372.489   MT  0.99997480   -0 15 56.2
 FG1708;SPC AR N     -   271,137.94  1,175,760.41   sFT  0.99997480   -0 15 56.2
 FG1708;SPC AR S     -   667,488.983   358,367.928   MT  1.00008409   -0 15 19.7
 FG1708;SPC AR S     - 2,189,920.11  1,175,745.44   sFT  1.00008409   -0 15 19.7
 FG1708;UTM  15      - 3,881,759.997   549,553.857   MT  0.99963026   +0 18 44.6
 FG1708
 FG1708                          SUPERSEDED SURVEY CONTROL
 FG1708
 FG1708  NAD 83(1986)-  35 04 38.60612(N)    092 27 23.19004(W) AD(       ) 4
 FG1708  NAD 27      -  35 04 38.30000(N)    092 27 22.62000(W) AD(       ) 3
 FG1708
 FG1708.Superseded values are not recommended for survey control.
 FG1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1708.See file dsdata.txt to determine how the superseded data were derived.
 FG1708
 FG1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4955481760(NAD 83)
 FG1708_MARKER: 63 = STACK
 FG1708
 FG1708  HISTORY     - Date     Condition        Report By
 FG1708  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1708
 FG1708                          STATION DESCRIPTION
 FG1708
 FG1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1708'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS THE
 FG1708'TOP OF THE STACK AT THE POWER PLANT OF ARKANSAS STATE TEACHERS
 FG1708'COLLEGE.  THIS IS A RED BRICK STACK, 120 FEET HIGH.  IT IS
 FG1708'LOCATED ON THE SW CORNER OF THE COLLEGE CAMPUS AND IN THE SW
 FG1708'PART OF CONWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1706 ***********************************************************************
 FG1706  DESIGNATION -  CONWAY FEDERAL COMPRESS TANK
 FG1706  PID         -  FG1706
 FG1706  STATE/COUNTY-  AR/FAULKNER
 FG1706  USGS QUAD   -  CONWAY (1994)
 FG1706
 FG1706                         *CURRENT SURVEY CONTROL
 FG1706  ___________________________________________________________________
 FG1706* NAD 83(1997)-  35 04 56.30289(N)    092 26 12.23130(W)     ADJUSTED  
 FG1706* NAVD 88     -                                                        
 FG1706  ___________________________________________________________________
 FG1706  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 FG1706  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG1706
 FG1706  HORZ ORDER  -  THIRD
 FG1706
 FG1706.The horizontal coordinates were established by classical geodetic methods
 FG1706.and adjusted by the National Geodetic Survey in September 1999..
 FG1706
 FG1706
 FG1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1706
 FG1706.The geoid height was determined by GEOID03.
 FG1706
 FG1706;                    North         East     Units Scale Factor Converg.
 FG1706;SPC AR N     -    83,180.730   360,172.761   MT  0.99997405   -0 15 14.9
 FG1706;SPC AR N     -   272,902.11  1,181,666.80   sFT  0.99997405   -0 15 14.9
 FG1706;SPC AR S     -   668,027.075   360,168.306   MT  1.00008566   -0 14 40.0
 FG1706;SPC AR S     - 2,191,685.50  1,181,652.18   sFT  1.00008566   -0 14 40.0
 FG1706;UTM  15      - 3,882,315.658   551,347.998   MT  0.99963249   +0 19 25.5
 FG1706
 FG1706                          SUPERSEDED SURVEY CONTROL
 FG1706
 FG1706  NAD 83(1986)-  35 04 56.32024(N)    092 26 12.22137(W) AD(       ) 4
 FG1706  NAD 27      -  35 04 56.00900(N)    092 26 11.65500(W) AD(       ) 3
 FG1706
 FG1706.Superseded values are not recommended for survey control.
 FG1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1706.See file dsdata.txt to determine how the superseded data were derived.
 FG1706
 FG1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5134882316(NAD 83)
 FG1706_MARKER: 82 = FINIAL
 FG1706
 FG1706  HISTORY     - Date     Condition        Report By
 FG1706  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1706  HISTORY     - 20050424 MARK NOT FOUND   USPSQD
 FG1706
 FG1706                          STATION DESCRIPTION
 FG1706
 FG1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1706'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 FG1706'THE FINIAL OF THE FEDERAL COMPRESS COMPANY WATER TANK.  THIS
 FG1706'IS A STEEL STRUCTURE, 110 FEET TO THE BASE OF THE TANK AND
 FG1706'APPROXIMATELY 30 FEET FROM BASE OF TANK TO FINIAL.  THE TANK
 FG1706'IS SILVER-COLORED.  IT IS LOCATED IN THE SE PART OF CONWAY.
 FG1706
 FG1706                          STATION RECOVERY (2005)
 FG1706
 FG1706'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 FG1706'TANK IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1710 ***********************************************************************
 FG1710  DESIGNATION -  CONWAY ST JOSEPHS CATHOLIC CH
 FG1710  PID         -  FG1710
 FG1710  STATE/COUNTY-  AR/FAULKNER
 FG1710  USGS QUAD   -  CONWAY (1994)
 FG1710
 FG1710                         *CURRENT SURVEY CONTROL
 FG1710  ___________________________________________________________________
 FG1710* NAD 83(1997)-  35 05 06.16201(N)    092 26 17.29944(W)     ADJUSTED  
 FG1710* NAVD 88     -                                                        
 FG1710  ___________________________________________________________________
 FG1710  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 FG1710  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG1710
 FG1710  HORZ ORDER  -  THIRD
 FG1710
 FG1710.The horizontal coordinates were established by classical geodetic methods
 FG1710.and adjusted by the National Geodetic Survey in September 1999..
 FG1710
 FG1710
 FG1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1710
 FG1710.The geoid height was determined by GEOID03.
 FG1710
 FG1710;                    North         East     Units Scale Factor Converg.
 FG1710;SPC AR N     -    83,485.121   360,045.729   MT  0.99997364   -0 15 17.8
 FG1710;SPC AR N     -   273,900.77  1,181,250.03   sFT  0.99997364   -0 15 17.8
 FG1710;SPC AR S     -   668,331.478   360,041.208   MT  1.00008654   -0 14 42.8
 FG1710;SPC AR S     - 2,192,684.19  1,181,235.20   sFT  1.00008654   -0 14 42.8
 FG1710;UTM  15      - 3,882,618.648   551,217.947   MT  0.99963233   +0 19 22.7
 FG1710
 FG1710                          SUPERSEDED SURVEY CONTROL
 FG1710
 FG1710  NAD 83(1986)-  35 05 06.17932(N)    092 26 17.28954(W) AD(       ) 4
 FG1710  NAD 27      -  35 05 05.87000(N)    092 26 16.72000(W) AD(       ) 3
 FG1710
 FG1710.Superseded values are not recommended for survey control.
 FG1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1710.See file dsdata.txt to determine how the superseded data were derived.
 FG1710
 FG1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5121882619(NAD 83)
 FG1710_MARKER: 90 = CHURCH SPIRE
 FG1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1710+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 FG1710
 FG1710  HISTORY     - Date     Condition        Report By
 FG1710  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1710  HISTORY     - 20050423 GOOD             USPSQD
 FG1710
 FG1710                          STATION DESCRIPTION
 FG1710
 FG1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1710'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 FG1710'THE SPIRE ON ST. JOSEPHS CATHOLIC CHURCH.  THIS IS A BROWN
 FG1710'SPIRE ON A BROWN STONE BUILDING.  THE CHURCH IS LOCATED IN
 FG1710'THE SE PART OF CONWAY.
 FG1710
 FG1710                          STATION RECOVERY (2005)
 FG1710
 FG1710'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 FG1710'CHURCH IS LOCATED AT HARKRIDER AND COLLEGE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1941 ***********************************************************************
 FE1941  DESIGNATION -  COOPER 2 AZ MK
 FE1941  PID         -  FE1941
 FE1941  STATE/COUNTY-  AR/MISSISSIPPI
 FE1941  USGS QUAD   -  ROSA (1983)
 FE1941
 FE1941                         *CURRENT SURVEY CONTROL
 FE1941  ___________________________________________________________________
 FE1941* NAD 83(1997)-  35 46 14.32640(N)    089 51 13.01374(W)     ADJUSTED  
 FE1941* NAVD 88     -        77.758  (meters)     255.11   (feet)  ADJUSTED  
 FE1941  ___________________________________________________________________
 FE1941  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FE1941  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1941  DYNAMIC HT  -          77.692 (meters)     254.89  (feet)  COMP
 FE1941  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 FE1941
 FE1941  HORZ ORDER  -  SECOND
 FE1941  VERT ORDER  -  FIRST     CLASS I
 FE1941
 FE1941.The horizontal coordinates were established by classical geodetic methods
 FE1941.and adjusted by the National Geodetic Survey in September 1999..
 FE1941
 FE1941.The orthometric height was determined by differential leveling
 FE1941.and adjusted by the National Geodetic Survey in June 1991..
 FE1941
 FE1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1941
 FE1941.The geoid height was determined by GEOID03.
 FE1941
 FE1941.The dynamic height is computed by dividing the NAVD 88
 FE1941.geopotential number by the normal gravity value computed on the
 FE1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1941.degrees latitude (g = 980.6199 gals.).
 FE1941
 FE1941.The modeled gravity was interpolated from observed gravity values.
 FE1941
 FE1941;                    North         East     Units Scale Factor Converg.
 FE1941;SPC AR N     -   161,573.669   594,058.024   MT  0.99994121   +1 14 56.3
 FE1941;SPC AR N     -   530,096.28  1,949,005.37   sFT  0.99994121   +1 14 56.3
 FE1941;UTM  16      - 3,962,267.168   242,033.780   MT  1.00042010   -1 40 08.3
 FE1941
 FE1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1941!SPC AR N     -   0.99999214  x   0.99994121  =   0.99993335
 FE1941!UTM  16      -   0.99999214  x   1.00042010  =   1.00041224
 FE1941
 FE1941|---------------------------------------------------------------------|
 FE1941| PID    Reference Object                     Distance      Geod. Az  |
 FE1941|                                                           dddmmss.s |
 FE1941| FE2699 COOPER 2 RM 4                       321.193 METERS 10619     |
 FE1941| FE1938 COOPER 2 RESET                      311.977 METERS 10835     |
 FE1941|---------------------------------------------------------------------|
 FE1941
 FE1941                          SUPERSEDED SURVEY CONTROL
 FE1941
 FE1941  NAD 83(1997)-  35 46 14.32713(N)    089 51 13.01362(W) AD(       ) 2
 FE1941  NAD 83(1997)-  35 46 14.33672(N)    089 51 13.01273(W) AD(       ) 2
 FE1941  NAD 83(1986)-  35 46 14.33705(N)    089 51 13.01200(W) AD(       ) 2
 FE1941  NAD 27      -  35 46 14.06371(N)    089 51 12.70573(W) AD(       ) 2
 FE1941  NGVD 29 (??/??/??)   77.699  (m)          254.92   (f) ADJUSTED    1 1
 FE1941
 FE1941.Superseded values are not recommended for survey control.
 FE1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1941.See file dsdata.txt to determine how the superseded data were derived.
 FE1941
 FE1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4203462267(NAD 83)
 FE1941_MARKER: DZ = AZIMUTH MARK DISK
 FE1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1941_SP_SET: CONCRETE POST
 FE1941_STAMPING: COOPER 1954 1929
 FE1941_MARK LOGO: CGS   
 FE1941_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1941+STABILITY: SURFACE MOTION
 FE1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1941+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 FE1941
 FE1941  HISTORY     - Date     Condition        Report By
 FE1941  HISTORY     - 1979     MONUMENTED       NGS
 FE1941  HISTORY     - 1976     POOR             NGS
 FE1941  HISTORY     - 19901108 SEE DESCRIPTION  NGS
 FE1941
 FE1941                          STATION DESCRIPTION
 FE1941
 FE1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CFS)
 FE1941'THE STATION IS LOCATED ABOUT 19.3 KM SOUTH OF BLYTHEVILLE, 8 KM
 FE1941'NORTHEAST OF LUXORA AND ATOP THE WEST LEVEE OF THE MISSISSIPPI
 FE1941'RIVER.  PERMISSION WAS OBTAINED FROM CHIEF ENGINEER, MR.B.B. FAIR,
 FE1941'ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS, AR 72301.
 FE1941'TELEPHONE 501-735-1062.
 FE1941'
 FE1941'TO REACH THE STATION FROM THE POST OFFICE IN OSCEOLA GO WEST ON
 FE1941'WEST JOHNSON STREET FOR 0.24 KM (0.15 MI) TO U.S. HIGHWAY 61.
 FE1941'TURN RIGHT AND GO NORTH FOR 10.3 KM (6.4 MI) TO THE JUNCTION OF
 FE1941'STATE HIGHWAY 120.  TURN RIGHT, CROSS TRACKS, AND GO EAST FOR
 FE1941'9.41 KM (5.85 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO
 FE1941'SOUTH FOR 2.57 KM (1.6 MI) TO A T-ROAD.  TURN RIGHT AND FOLLOW A
 FE1941'GRAVEL ROAD FOR 1.6 KM (1.0 MI) TO THE MARK ON THE LEFT.
 FE1941'
 FE1941'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 FE1941'STAMPED---COOPER 1954---,
 FE1941'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE1941'FLUSH WITH GROUND.  IT IS LOCATED
 FE1941'20.5 METERS NORTH-NORTHWEST FROM THE CENTER OF A LEVEE ROAD AND
 FE1941'3.7 METERS SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 FE1941'
 FE1941'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 FE1941
 FE1941                          STATION RECOVERY (1976)
 FE1941
 FE1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FE1941'5.0 MI NE FROM LUXORA.
 FE1941'5.0 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF MAIN
 FE1941'STREET AT LUXORA, 81.2 FEET EAST OF THE CENTER OF THE LEVEE, 11.8
 FE1941'WEST OF A BARBED WIRE FENCE, 98 FEET SOUTHWEST OF A 4 FOOT OAK
 FE1941'TREE, 30.4 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 0.2 MILE
 FE1941'SOUTHWEST OF MILEPOST 69/70. A DISK SET IN THE TOP OF A CONCRETE
 FE1941'POST PROJECTING 2 INCHES, 30 FEET BELOW THE LEVEE, AND 1 FOOT
 FE1941'WEST OF A WITNESS POST.
 FE1941
 FE1941                          STATION RECOVERY (1990)
 FE1941
 FE1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE1941'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2703 ***********************************************************************
 FE2703  DESIGNATION -  COOPER 2 AZ MK 2
 FE2703  PID         -  FE2703
 FE2703  STATE/COUNTY-  AR/MISSISSIPPI
 FE2703  USGS QUAD   -  ROSA (1983)
 FE2703
 FE2703                         *CURRENT SURVEY CONTROL
 FE2703  ___________________________________________________________________
 FE2703* NAD 83(1997)-  35 46 16.52909(N)    089 50 38.54116(W)     ADJUSTED  
 FE2703* NAVD 88     -        82.5    (meters)     271.     (feet)  VERTCON   
 FE2703  ___________________________________________________________________
 FE2703  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FE2703  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2703
 FE2703  HORZ ORDER  -  SECOND
 FE2703
 FE2703.The horizontal coordinates were established by classical geodetic methods
 FE2703.and adjusted by the National Geodetic Survey in September 1999..
 FE2703
 FE2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2703
 FE2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2703
 FE2703.The geoid height was determined by GEOID03.
 FE2703
 FE2703;                    North         East     Units Scale Factor Converg.
 FE2703;SPC AR N     -   161,660.452   594,922.155   MT  0.99994124   +1 15 16.4
 FE2703;SPC AR N     -   530,381.00  1,951,840.44   sFT  0.99994124   +1 15 16.4
 FE2703;UTM  16      - 3,962,309.869   242,901.622   MT  1.00041459   -1 39 48.2
 FE2703
 FE2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2703!SPC AR N     -   0.99999139  x   0.99994124  =   0.99993263
 FE2703!UTM  16      -   0.99999139  x   1.00041459  =   1.00040598
 FE2703
 FE2703                          SUPERSEDED SURVEY CONTROL
 FE2703
 FE2703  NAD 83(1997)-  35 46 16.52986(N)    089 50 38.54104(W) AD(       ) 2
 FE2703  NAD 83(1997)-  35 46 16.53985(N)    089 50 38.54022(W) AD(       ) 2
 FE2703  NAD 83(1986)-  35 46 16.54019(N)    089 50 38.53946(W) AD(       ) 2
 FE2703  NAD 27      -  35 46 16.26568(N)    089 50 38.23478(W) AD(       ) 2
 FE2703  NGVD 29 (07/19/86)   82.5    (m)          271.     (f) VERT ANG       
 FE2703
 FE2703.Superseded values are not recommended for survey control.
 FE2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2703.See file dsdata.txt to determine how the superseded data were derived.
 FE2703
 FE2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4290262310(NAD 83)
 FE2703_MARKER: DZ = AZIMUTH MARK DISK
 FE2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2703
 FE2703  HISTORY     - Date     Condition        Report By
 FE2703  HISTORY     - 1979     MONUMENTED       NGS
 FE2703
 FE2703                          STATION DESCRIPTION
 FE2703
 FE2703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CFS)
 FE2703'THE STATION IS LOCATED ABOUT 19.3 KM SOUTH OF BLYTHEVILLE, 8 KM
 FE2703'NORTHEAST OF LUXORA AND ATOP THE WEST LEVEE OF THE MISSISSIPPI
 FE2703'RIVER.  PERMISSION WAS OBTAINED FROM CHIEF ENGINEER, MR.B.B. FAIR,
 FE2703'ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS, AR 72301.
 FE2703'TELEPHONE 501-735-1062.
 FE2703'
 FE2703'TO REACH THE STATION FROM THE POST OFFICE IN OSCEOLA GO WEST ON
 FE2703'WEST JOHNSON STREET FOR 0.24 KM (0.15 MI) TO U.S. HIGHWAY 61.
 FE2703'TURN RIGHT AND GO NORTH FOR 10.3 KM (6.4 MI) TO THE JUNCTION OF
 FE2703'STATE HIGHWAY 120.  TURN RIGHT, CROSS TRACKS, AND GO EAST FOR
 FE2703'9.41 KM (5.85 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO
 FE2703'SOUTH FOR 2.57 KM (1.6 MI) TO A T-ROAD.  TURN RIGHT AND FOLLOW A
 FE2703'GRAVEL ROAD FOR 0.8 KM (0.5 MI) TO THE MARK ON THE LEFT.
 FE2703'
 FE2703'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FE2703'STAMPED---COOPER 2 1933 1977---,
 FE2703'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2703'FLUSH WITH GROUND.  IT IS LOCATED
 FE2703'4 METERS WEST FROM THE CENTER OF A LEVEE ROAD AND
 FE2703'1 METERS SOUTH FROM A METAL WITNESS POST.
 FE2703'
 FE2703'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1938 ***********************************************************************
 FE1938  DESIGNATION -  COOPER 2 RESET
 FE1938  PID         -  FE1938
 FE1938  STATE/COUNTY-  AR/MISSISSIPPI
 FE1938  USGS QUAD   -  ROSA (1983)
 FE1938
 FE1938                         *CURRENT SURVEY CONTROL
 FE1938  ___________________________________________________________________
 FE1938* NAD 83(1997)-  35 46 11.09965(N)    089 51 01.24121(W)     ADJUSTED  
 FE1938* NAVD 88     -        76.680  (meters)     251.57   (feet)  ADJUSTED  
 FE1938  ___________________________________________________________________
 FE1938  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FE1938  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1938  DYNAMIC HT  -          76.615 (meters)     251.36  (feet)  COMP
 FE1938  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 FE1938
 FE1938  HORZ ORDER  -  SECOND
 FE1938  VERT ORDER  -  FIRST     CLASS I
 FE1938
 FE1938.The horizontal coordinates were established by classical geodetic methods
 FE1938.and adjusted by the National Geodetic Survey in September 1999..
 FE1938
 FE1938.The orthometric height was determined by differential leveling
 FE1938.and adjusted by the National Geodetic Survey in June 1991..
 FE1938
 FE1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1938
 FE1938.The geoid height was determined by GEOID03.
 FE1938
 FE1938.The dynamic height is computed by dividing the NAVD 88
 FE1938.geopotential number by the normal gravity value computed on the
 FE1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1938.degrees latitude (g = 980.6199 gals.).
 FE1938
 FE1938.The modeled gravity was interpolated from observed gravity values.
 FE1938
 FE1938;                    North         East     Units Scale Factor Converg.
 FE1938;SPC AR N     -   161,480.698   594,355.807   MT  0.99994116   +1 15 03.2
 FE1938;SPC AR N     -   529,791.26  1,949,982.34   sFT  0.99994116   +1 15 03.2
 FE1938;SPC TN       -   166,216.521   251,939.924   MT  0.99994903   -2 15 14.9
 FE1938;SPC TN       -   545,328.70    826,572.90   sFT  0.99994903   -2 15 14.9
 FE1938;UTM  16      - 3,962,159.106   242,326.585   MT  1.00041824   -1 40 01.3
 FE1938
 FE1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1938!SPC AR N     -   0.99999231  x   0.99994116  =   0.99993347
 FE1938!SPC TN       -   0.99999231  x   0.99994903  =   0.99994134
 FE1938!UTM  16      -   0.99999231  x   1.00041824  =   1.00041055
 FE1938
 FE1938:                Primary Azimuth Mark                     Grid Az
 FE1938:SPC AR N     -  COOPER 2 AZ MK 2                         072 23 27.5
 FE1938:SPC TN       -  COOPER 2 AZ MK 2                         075 53 45.6
 FE1938:UTM  16      -  COOPER 2 AZ MK 2                         075 18 32.0
 FE1938
 FE1938|---------------------------------------------------------------------|
 FE1938| PID    Reference Object                     Distance      Geod. Az  |
 FE1938|                                                           dddmmss.s |
 FE1938| FE2703 COOPER 2 AZ MK 2                    APPROX. 0.6 KM 0733830.7 |
 FE1938| FE1940 COOPER 2 RM 5                         9.932 METERS 08648     |
 FE1938| FE2091 COOPER 2 RM 8                        92.266 METERS 13844     |
 FE1938| FE1939 COOPER 2 RM 6                        18.588 METERS 15253     |
 FE1938| FE2706 COOPER 2 OFFSET                       4.922 METERS 15501     |
 FE1938| FE2090 COOPER 2 RM 7                        88.538 METERS 15503     |
 FE1938| FE2708 COOPER 2 AZ MK OFFSET               307.589 METERS 28835     |
 FE1938| FE1941 COOPER 2 AZ MK                      311.977 METERS 28835     |
 FE1938|---------------------------------------------------------------------|
 FE1938
 FE1938                          SUPERSEDED SURVEY CONTROL
 FE1938
 FE1938  NAD 83(1997)-  35 46 11.10040(N)    089 51 01.24108(W) AD(       ) 2
 FE1938  NAD 83(1997)-  35 46 11.11012(N)    089 51 01.24014(W) AD(       ) 2
 FE1938  NAD 83(1986)-  35 46 11.11044(N)    089 51 01.23932(W) AD(       ) 2
 FE1938  NAD 27      -  35 46 10.83600(N)    089 51 00.93390(W) AD(       ) 2
 FE1938  NGVD 29 (??/??/??)   76.621  (m)          251.38   (f) ADJUSTED    1 1
 FE1938
 FE1938.Superseded values are not recommended for survey control.
 FE1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1938.See file dsdata.txt to determine how the superseded data were derived.
 FE1938
 FE1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4232762159(NAD 83)
 FE1938_MARKER: DS = TRIANGULATION STATION DISK
 FE1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1938_SP_SET: CONCRETE POST
 FE1938_STAMPING: COOPER 1933 1972
 FE1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1938+STABILITY: SURFACE MOTION
 FE1938
 FE1938  HISTORY     - Date     Condition        Report By
 FE1938  HISTORY     - 1972     MONUMENTED       NGS
 FE1938  HISTORY     - 1972     GOOD             CGS
 FE1938  HISTORY     - 1977     GOOD             NGS
 FE1938  HISTORY     - 1979     GOOD             NGS
 FE1938
 FE1938                          STATION DESCRIPTION
 FE1938
 FE1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE1938'THE STATION MARK MONUMENT WITH THE SHANK OF THE DISK STILL FIRMLY
 FE1938'EMBEDDED AND THE PRINT OF THE DISK COMPLETELY EVIDENT WAS FOUND AND
 FE1938'SHOWED NO EVIDENCE OF ANY MOVEMENT.  THE CONCRETE MONUMENT FOR COOPER
 FE1938'2 R.M. 4 SET IN 1954 AND OCCUPIED, WAS FOUND WITH THE SHANK OF THE
 FE1938'DISK STILL EMBEDDED IN THE CONCRETE, BUT IN CHECKING THE ANGLE AND
 FE1938'DISTANCE NO CHECKS COULD BE MADE.  THE MARK WAS THEN DUG AROUND
 FE1938'AND FOUND BROKEN OFF ABOUT 10 INCHES BELOW THE SURFACE AND PUSHED TO
 FE1938'THE SOUTHEAST.  THE REFERENCE MARK NO. 3 SET IN 1954 COULD NOT BE
 FE1938'FOUND AND IS BELIEVED DESTROYED.  THE AZIMUTH MARK SET IN 1954 WAS
 FE1938'FOUND IN APPARENT GOOD CONDITION.  A FIRM PLUMBING BENCH WAS ERECTED
 FE1938'OVER THE STATION MARK MONUMENT AND THE CENTER POINT OF THE OLD
 FE1938'SHANK DETERMINED AND HELD, AFTER WHICH THE OLD SHANK WAS CHISELED OUT
 FE1938'OF THE CONCRETE MONUMENT, THE HOLE BELLED AND DEEPENED, AND A NEW
 FE1938'DISK DESIGNATED COOPER 2 1933 1972 CEMENTED INTO THE HOLE AND
 FE1938'POSITIONED DIRECTLY UNDER THE HELD POINT, AND SHOULD MARK THE
 FE1938'EXACT, HORIZONTAL POSITION AS DID THE ORIGINAL MARK.  TWO NEW
 FE1938'REFERENCE MARKS NO. 5 AND NO. 6 WERE ESTABLISHED.  THE STATION WAS
 FE1938'THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE
 FE1938'1954 AZIMUTH MARK AND THE NEWLY SET REFERENCE MARKS.
 FE1938'
 FE1938'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1938'
 FE1938'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF BLYTHEVILLE, 5 MILES
 FE1938'NORTHEAST OF LUXORA AND ABOUT 1/2 MILE NORTH OF THE MISSISSIPPI
 FE1938'RIVER, AND IN THE WEST EDGE OF THE SMALL COMMUNITY OF ROSA.
 FE1938'
 FE1938'TO REACH THE STATION FROM THE FOUR-WAY TRAFFIC LIGHT AT THE MAIN
 FE1938'INTERSECTION OF LEVEE ROAD AND STATE ROUTE 158 IN THE CENTER OF
 FE1938'LUXORA, GO EAST-NORTHEASTERLY ON GRAVELED LEVEE ROAD FOR 5.0 MILES TO
 FE1938'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON LEVEE
 FE1938'ROAD FOR ABOUT 0.35 OF A MILE TO A HOUSE ON THE LEFT AND THE STATION
 FE1938'AS DESCRIBED.  NOTE- THE ORIGINAL STATION TO-REACH IS STILL
 FE1938'ADEQUATE, EXCEPT THAT THE MILEAGE FROM THE JUNCTION OF U.S. HIGHWAY
 FE1938'61 AND STATE ROUTE 120 NORTH OF LUXORA, IS NOW A CONTINUOUS MILEAGE
 FE1938'ON OILED STATE ROUTE 120 FOR 6.0 MILES TO THE CROSSROAD AT THE
 FE1938'GIN.  HERE TURN RIGHT, SOUTH, ON THE GRAVELED ROAD TO STATION AS PER
 FE1938'THE ORIGINAL TO-REACH.
 FE1938'
 FE1938'THE STATION IS 156 FEET NORTH OF THE APPROXIMATE CENTER OF LEVEE
 FE1938'ROAD, 77 FEET EAST-SOUTHEAST OF A POWERLINE TRANSFORMER POLE, 71 FEET
 FE1938'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 45 FEET
 FE1938'WEST OF THE APPROXIMATE CENTER OF A FIELD ROAD, 42 FEET
 FE1938'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FRAME HOUSE, 31 FEET
 FE1938'WEST-NORTHWEST OF A UTILITY POLE, 6 FEET NORTHEAST OF A 14-INCH PECAN
 FE1938'TREE, AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 FE1938'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FE1938'MONUMENT PROJECTING 2 INCHES AND THE DISK IS STAMPED COOPER 2 1933
 FE1938'1972.
 FE1938'
 FE1938'REFERENCE MARK NO. 5 IS 155 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1938'LEVEE ROAD, 107 FEET EAST-SOUTHEAST OF THE POWERLINE TRANSFORMER
 FE1938'POLE, 70 FEET EAST OF THE NORTHEAST CORNER OF THE FRAME HOUSE, 37
 FE1938'FEET EAST OF THE 14-INCH PECAN TREE, 13 FEET WEST OF THE
 FE1938'APPROXIMATE CENTER OF THE FIELD ROAD, 10 FEET EAST-NORTHEAST OF THE
 FE1938'UTILITY POLE, AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND
 FE1938'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 FE1938'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COOPER 2 1933
 FE1938'NO 5 1972.
 FE1938'
 FE1938'REFERENCE MARK NO. 6 IS 101 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1938'LEVEE ROAD, 65 FEET NORTH-NORTHEAST OF A 30-INCH ELM TREE, 64 FEET
 FE1938'WEST-NORTHWEST OF A 60-INCH COTTONWOOD TREE, 59 FEET SOUTH-SOUTHEAST
 FE1938'OF THE 14-INCH PECAN TREE, 47 FEET SOUTH-SOUTHWEST OF THE UTILITY
 FE1938'POLE, 46 FEET EAST OF THE SOUTHEAST CORNER OF THE FRAME HOUSE, AND 23
 FE1938'FEET WEST OF THE APPROXIMATE CENTER OF THE FIELD ROAD.  IT IS A
 FE1938'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 FE1938'MONUMENT AND THE DISK IS STAMPED COOPER 2 1933 NO 6 1972.
 FE1938'
 FE1938'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 5 AND
 FE1938'REFERENCE MARK NO. 6 IS 56.31 FEET-17.164 METERS.
 FE1938'
 FE1938'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE WEST-NORTHWEST OF THE
 FE1938'STATION, 100 FEET AND ACROSS A GRAVELED ROAD FROM A 66- INCH
 FE1938'COTTONWOOD TREE, 82 FEET EAST OF THE APPROXIMATE CENTER OF THE LEVEE
 FE1938'ROAD, 30 FEET WEST OF THE APPROXIMATE CENTER OF LEVEE ROAD, 0.7 OF
 FE1938'A FOOT EAST OF A METAL WITNESS POST AND SIGN, AND ON THE EAST SLOPE
 FE1938'OF THE LEVEE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FE1938'12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE1938'COOPER 1954.
 FE1938
 FE1938                          STATION RECOVERY (1972)
 FE1938
 FE1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972
 FE1938'5.3 MI NE FROM LUXORA.
 FE1938'5.3 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF MAIN
 FE1938'STREET AT LUXORA, 0.1 MILE NORTHEAST OF MILE POST 69/70, 100 YARDS
 FE1938'NORTH OF THE LEVEE, 160.5 FEET NORTH OF THE CENTER OF A DIRT ROAD
 FE1938'AT TOE OF LEVEE, 46.7 FEET WEST OF A DIRT ROAD LEADING TO A FIELD,
 FE1938'31.4 FEET NORTHWEST OF TELEPHONE POLE NO. R 39, 42 FEET NORTHEAST
 FE1938'OF THE NORTHEAST CORNER OF A BROWN HOUSE, 32 FEET WEST OF COOPER
 FE1938'RM 5, 60.7 FEET NORTH OF COOPER RM 6, AND 5.6 FEET NORTHEAST OF A
 FE1938'2 FOOT OAK TREE. A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1938'1 INCH, 3 FEET BELOW THE LEVEE, AND 1 FOOT SOUTH OF A WITNESS POST.
 FE1938
 FE1938                          STATION RECOVERY (1977)
 FE1938
 FE1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE1938'THE STATION MARK, REFERENCE MARKS 5 AND 6 AND THE AZIMUTH
 FE1938'MARK WERE RECOVERED IN GOOD CONDITION.  BECAUSE THE
 FE1938'TRAVERSE LINE FOLLOWED THE LEVEE, COOPER 2 RM 7 WAS
 FE1938'ESTABLISHED AND OCCUPIED AT THIS TIME, SEE DESCRIPTION
 FE1938'THEREOF.  THE DIRECTION TO REFERENCE MARKS 5 AND 6
 FE1938'COMPARED FAVORABLY WITH THE 1972 DATA.  A
 FE1938'LONGER DISTANCE OF 0.004 METER TO REFERENCE MARK 6 WAS NOTED
 FE1938'AND VERIFIED.  A NEW DESCRIPTION FOLLOWS.
 FE1938'
 FE1938'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF BLYTHEVILLE,
 FE1938'6-1/2 MILES SOUTHEAST OF BURDETTE, 5 MILES NORTHEAST OF LUXORA,
 FE1938'IN THE SOUTHWEST 1/4 OF SECTION 6, R 12 E, T 13 N, AND IN
 FE1938'THE NORTHEAST CORNER OF A YARD.
 FE1938'
 FE1938'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FE1938'55 AND U.S. HIGHWAY 61, AT THE SOUTH EDGE OF BLYTHEVILLE, GO
 FE1938'SOUTH ON U.S. HIGHWAY 61 FOR 7.2 MILES TO THE JUNCTION WITH
 FE1938'STATE HIGHWAY 120 ON THE LEFT.  TURN LEFT AND GO EAST-NORTHEAST
 FE1938'ON STATE ROUTE 120 FOR 6 MILES TO A CROSSROAD AT R.C.
 FE1938'LANGSTON MDSE STORE.  TURN RIGHT AND GO SOUTH FOR 1.6 MILES TO
 FE1938'A T-ROAD JUNCTION.  TURN RIGHT AND GO SOUTHWEST ON A GRAVEL
 FE1938'ROAD FOR 0.75 MILE TO A FRAME HOUSE ON THE RIGHT AND THE
 FE1938'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 FE1938'STATION CONTINUE SOUTHWESTERLY ON THE GRAVEL ROAD FOR 0.3
 FE1938'MILE TO THE MARK ON THE LEFT.
 FE1938'
 FE1938'THE SURFACE STATION MARK STAMPED---COOPER 1933 1972---, IS A
 FE1938'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FE1938'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 159 FEET
 FE1938'NORTH OF CENTER OF A GRAVEL ROAD, 53 FEET WEST OF CENTER OF A
 FE1938'BLADED ROAD, AND 41.5 FEET NORTH-NORTHEAST OF THE NORTHEAST
 FE1938'CORNER OF A HOUSE.  ACCORDING TO THE 1933 DATA THE UNDERGROUND
 FE1938'MARK IS A STANDARD DISK STAMPED---COOPER 1929---, SET IN THE
 FE1938'TOP OF AN IRREGULAR MASS OF CONCRETE BELOW THE SURFACE OF THE
 FE1938'GROUND.
 FE1938'
 FE1938'REFERENCE MARK 5, STAMPED---COOPER 1933 NO 5 1972---, IS A
 FE1938'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FE1938'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 158 FEET
 FE1938'NORTH OF CENTER OF A GRAVEL ROAD, 70 FEET NORTHEAST OF THE
 FE1938'NORTHEAST CORNER OF A HOUSE, 22 FEET WEST OF CENTER OF A
 FE1938'BLADED ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 FE1938'
 FE1938'REFERENCE MARK 6, STAMPED---COOPER 1933 NO 6 1972---, IS A
 FE1938'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FE1938'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 100 FEET
 FE1938'NORTH OF CENTER OF THE GRAVEL ROAD, 44.5 FEET EAST OF THE
 FE1938'SOUTHEAST CORNER OF A HOUSE AND 28 FEET WEST OF CENTER OF
 FE1938'A BLADED ROAD.
 FE1938'
 FE1938'COOPER 2 RM 7, STAMPED---COOPER 2 1933 NO 7 1977---, ARE
 FE1938'STANDARD REFERENCE MARK DISKS.  THE SURFACE DISK IS SET IN
 FE1938'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 FE1938'FLUSH WITH THE GROUND. IT IS 11 FEET EAST OF CENTER OF THE
 FE1938'ROAD, 4.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 FE1938'ABOUT 0.5 FOOT LOWER THAN THE ROAD.  THE UNDERGROUND DISK IS
 FE1938'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 FE1938'BELOW THE GROUND SURFACE.
 FE1938'
 FE1938'AZIMUTH MARK STAMPED---COOPER 1954---, IS A STANDARD DISK SET
 FE1938'IN THE TOP OF 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 FE1938'WITH THE GROUND SURFACE.  IT IS 30 FEET WEST OF CENTER OF THE
 FE1938'GRAVEL ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.
 FE1938'
 FE1938'A 1/2-INCH DIAMETER RE-ENFORCEMENT ROD WAS SET AT THE STATION
 FE1938'MARK, REFERENCE MARKS AND AZIMUTH MARK.
 FE1938'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS.
 FE1938
 FE1938                          STATION RECOVERY (1979)
 FE1938
 FE1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE1938'THE STATION MARK, REFERENCE MARKS 5 AND 6 AND THE AZIMUTH MARK
 FE1938'WERE RECOVERED IN GOOD CONDITION. THE DISTANCE AND DIRECTIONS
 FE1938'THE MARKS CHECKED THE 1972 DATA.  REFERENCE MARKS 7,8 AND 9 WERE
 FE1938'ESTABLISHED ATOP THE LEVEE IN 1977. AN EDM TIE WAS MADE TO
 FE1938'REFERENCE MARK 7.  A COMPLETE DESCRIPTION FOLLOWS.
 FE1938'
 FE1938'THE STATION IS LOCATED ABOUT 19.3 KM SOUTH OF BLYTHEVILLE,
 FE1938'8.0 KM NORTHWEST OF LUXORA, 0.8 KM NORTH OF THE
 FE1938'MISSISSIPPI RIVER.
 FE1938'
 FE1938'TO REACH THE STATION FROM THE POST OFFICE IN OSCEOLA, GO WEST ON
 FE1938'WEST JOHNSON STREET FOR 0.24 KM (0.15 MI) TO U.S. HIGHWAY 61.
 FE1938'TURN RIGHT AND GO NORTHERLY ON U.S. HIGHWAY 61 FOR 10.3 KM (6.4
 FE1938'(6.4 MI) TO THE JUNCTION OF STATE HIGHWAY 120.  TURN RIGHT,
 FE1938'CROSSING RAILROAD TRACKS, AND GO EASTERLY FOR 9.41 KM (5.85 MI)
 FE1938'TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO SOUTHERLY FOR 2.57 KM
 FE1938'(1.6 MI) TO A T-ROAD.  TURN RIGHT AND GO WESTERLY ON A GRAVEL
 FE1938'ROAD ALONG THE BASE OF A LEVEE FOR 1.21 KM (0.75 MI) TO A FRAME
 FE1938'HOUSE AND THE STATION ON THE RIGHT, ABOUT 150 FEET NORTH OF THE
 FE1938'ROAD.
 FE1938'
 FE1938'THE STATION IS A STANDARD CGS DISK
 FE1938'STAMPED---COOPER 1933 1972---,
 FE1938'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FE1938'FLUSH WITH GROUND.  IT IS LOCATED
 FE1938'23.4 METERS EAST FROM A POWERLINE POLE WITH TRANSFORMER,
 FE1938'1.8 METERS NORTH FROM A 10-INCH TREE AND
 FE1938'0.1 METER SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 FE1938'
 FE1938'REFERENCE MARK NUMBER 05 IS A STANDARD CGS DISK
 FE1938'STAMPED---COOPER 1933 NO 5 1972---,
 FE1938'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 FE1938'FLUSH WITH GROUND.  IT IS LOCATED
 FE1938'11.0 METERS EAST FROM THE 16-INCH TREE,
 FE1938'0.4 METER WEST-SOUTHWEST FROM THE CENTER OF A FIELD ROAD AND
 FE1938'0.2 METER SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 FE1938'MARK IS LEVEL WITH STATION.
 FE1938'
 FE1938'REFERENCE MARK NUMBER 06 IS A STANDARD CGS DISK
 FE1938'STAMPED---COOPER 1933 NO 6 1972---,
 FE1938'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FE1938'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 FE1938'30.6 METERS NORTH FROM THE CENTER OF THE GRAVEL LEVEE ROAD,
 FE1938'19.0 METERS NORTHWEST FROM A 4 FOOT OAK TREE AND
 FE1938'14.2 METERS EAST FROM THE SOUTHEAST CORNER OF THE FRAME HOUSE.
 FE1938'MARK IS LEVEL WITH STATION.
 FE1938'
 FE1938'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 FE1938'STAMPED---COOPER 1954---,
 FE1938'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE1938'FLUSH WITH GROUND.  IT IS LOCATED
 FE1938'20.5 METERS NORTH-NORTHWEST FROM THE CENTER OF A GRAVEL ROAD AND
 FE1938'3.7 METERS SOUTH-SOUTHEAST FROM A WIRE FENCE.
 FE1938'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ALONG
 FE1938'THE GRAVEL ROAD FOR 0.48 KM (0.3 MI) TO THE MARK ON THE LEFT.
 FE1938'
 FE1938'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2699 ***********************************************************************
 FE2699  DESIGNATION -  COOPER 2 RM 4
 FE2699  PID         -  FE2699
 FE2699  STATE/COUNTY-  AR/MISSISSIPPI
 FE2699  USGS QUAD   -  ROSA (1983)
 FE2699
 FE2699                         *CURRENT SURVEY CONTROL
 FE2699  ___________________________________________________________________
 FE2699* NAD 83(1997)-  35 46 11.39767(N)    089 51 00.74170(W)     ADJUSTED  
 FE2699* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 FE2699  ___________________________________________________________________
 FE2699  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FE2699  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2699
 FE2699  HORZ ORDER  -  SECOND
 FE2699
 FE2699.The horizontal coordinates were established by classical geodetic methods
 FE2699.and adjusted by the National Geodetic Survey in September 1999..
 FE2699
 FE2699.The orthometric height was scaled from a topographic map.
 FE2699
 FE2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2699
 FE2699.The geoid height was determined by GEOID03.
 FE2699
 FE2699;                    North         East     Units Scale Factor Converg.
 FE2699;SPC AR N     -   161,490.154   594,368.149   MT  0.99994116   +1 15 03.5
 FE2699;SPC AR N     -   529,822.28  1,950,022.84   sFT  0.99994116   +1 15 03.5
 FE2699;SPC TN       -   166,225.205   251,952.822   MT  0.99994903   -2 15 14.6
 FE2699;SPC TN       -   545,357.19    826,615.22   sFT  0.99994903   -2 15 14.6
 FE2699;UTM  16      - 3,962,167.926   242,339.399   MT  1.00041816   -1 40 01.0
 FE2699
 FE2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2699!SPC AR N     -   0.99999225  x   0.99994116  =   0.99993341
 FE2699!SPC TN       -   0.99999225  x   0.99994903  =   0.99994128
 FE2699!UTM  16      -   0.99999225  x   1.00041816  =   1.00041041
 FE2699
 FE2699|---------------------------------------------------------------------|
 FE2699| PID    Reference Object                     Distance      Geod. Az  |
 FE2699|                                                           dddmmss.s |
 FE2699| CG3842 COOPER 2 RM 3                        25.023 METERS 18153     |
 FE2699| FE1938 COOPER 2 RESET                       15.550 METERS 23348     |
 FE2699| FE2712 LUXORA MUNICIPAL TANK               APPROX. 7.3 KM 2592438.9 |
 FE2699| FE1941 COOPER 2 AZ MK                      321.193 METERS 28619     |
 FE2699|---------------------------------------------------------------------|
 FE2699
 FE2699                          SUPERSEDED SURVEY CONTROL
 FE2699
 FE2699  NAD 83(1997)-  35 46 11.39842(N)    089 51 00.74157(W) AD(       ) 2
 FE2699  NAD 83(1997)-  35 46 11.40815(N)    089 51 00.74064(W) AD(       ) 2
 FE2699  NAD 83(1986)-  35 46 11.40860(N)    089 51 00.73955(W) AD(       ) 2
 FE2699  NAD 27      -  35 46 11.13400(N)    089 51 00.43440(W) AD(       ) 2
 FE2699
 FE2699.Superseded values are not recommended for survey control.
 FE2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2699.See file dsdata.txt to determine how the superseded data were derived.
 FE2699
 FE2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4233962168(NAD 83)
 FE2699_MARKER: DR = REFERENCE MARK DISK
 FE2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2699
 FE2699  HISTORY     - Date     Condition        Report By
 FE2699  HISTORY     - 1955     MONUMENTED       CGS
 FE2699  HISTORY     - 1972     POOR             NGS
 FE2699
 FE2699                          STATION DESCRIPTION
 FE2699
 FE2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE2699'THE STATION IS ABOUT 12 MILES SOUTH OF BLYTHEVILLE, 5 MILES NORTHEAST
 FE2699'OF LUXORA, 1/2 MILE NORTH OF THE RIGHT BANK OF THE MISSISSIPPI RIVER,
 FE2699'91 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 80
 FE2699'FEET NORTH OF A SMALL ORCHARD (12 TREES), 27 FEET EAST OF THE
 FE2699'SOUTHEAST CORNER OF A GARDEN FENCE AND 18 FEET EAST OF THE CENTER OF
 FE2699'A TRACK ROAD LEADING TO A COTTON FIELD.
 FE2699'
 FE2699'COOPER 2 R.M. 4 IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FE2699'COOPER 2 NO 4 1933.
 FE2699'
 FE2699'TO REACH THE STATION FROM THE RAILWAY STATION IN LUXORA, GO NORTH ON
 FE2699'U.S. HIGHWAY 61 FOR 2.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 120
 FE2699'AND A GIN ON THE LEFT, TURN RIGHT, CROSSING RAILROAD TRACKS, AND GO
 FE2699'EAST ON THE STATE HIGHWAY FOR 3.0 MILES TO A T-INTERSECTION, TURN
 FE2699'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSS ROAD,
 FE2699'TURN RIGHT AND GO EAST FOR 2.0 MILES TO A CROSS ROAD AND A GIN,
 FE2699'TURN RIGHT AND GO SOUTH FOR 1.55 MILES, TURN RIGHT AND GO SOUTHWEST
 FE2699'ALONG RIGHT SIDE OF LEVEE FOR 0.7 MILE TO THE SMALL ORCHARD, A
 FE2699'TAN HOUSE, AND THE STATION ON THE RIGHT, TO REACH THE AZIMUTH
 FE2699'MARK CONTINUE SOUTHWEST FOR 0.2 MILE, THEN TURN RIGHT FOLLOWING THE
 FE2699'LEVEE FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE2699'
 FE2699'COOPER 2 1933 IS 90 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2699'TENANT HOUSE, 40 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 FE2699'THE FARM HOUSE AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK IS FLUSH
 FE2699'WITH THE GROUND AND THE DISK IS STAMPED COOPER 2 1933.
 FE2699'
 FE2699'R.M. 3 IS 33 PACES NORTH OF THE DIRT ROAD, 54 FEET EAST OF THE
 FE2699'SOUTHEAST CORNER OF THE HOUSE AND 45 FEET WEST OF THE NORTHWEST
 FE2699'CORNER OF THE TENANT HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND
 FE2699'THE DISK IS STAMPED COOPER 2 NO 3 1933.
 FE2699'
 FE2699'THE AZIMUTH MARK IS 19 PACES EAST OF THE EAST SIDE OF THE LEVEE, 19
 FE2699'FEET WEST OF THE CENTER OF THE DIRT ROAD, 3 FEET NORTH OF A 4
 FE2699'INCH X 4 INCH WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK
 FE2699'PROJECTS 2 INCHES AND THE DISK IS STAMPED COOPER 1954.
 FE2699'
 FE2699'THE DISTANCE FROM COOPER 2 1933 TO R.M. 3 IS 64.60 FEET, 19.690
 FE2699'METERS.
 FE2699'
 FE2699'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 FE2699
 FE2699                          STATION RECOVERY (1972)
 FE2699
 FE2699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2699'THE CONCRETE MONUMENT FOR THIS MARK WAS FOUND BROKEN OFF ABOUT 10
 FE2699'INCHES BELOW THE SURFACE OF THE GROUND, WAS PUSHED TO THE SOUTHEAST,
 FE2699'AND THE DISK WAS GONE.  AS NO UNDERGROUND MARK WAS SET AT THE TIME
 FE2699'THE MARK WAS OCCUPIED, NO EFFORT WAS MADE TO RELOCATE THE POSITION.
 FE2699'
 FE2699'SEE DESCRIPTION FOR COOPER 2 1933 1972.
 FE2699'
 FE2699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 FE2699'NORTHEAST OF LUXORA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1940 ***********************************************************************
 FE1940  DESIGNATION -  COOPER 2 RM 5
 FE1940  PID         -  FE1940
 FE1940  STATE/COUNTY-  AR/MISSISSIPPI
 FE1940  USGS QUAD   -  ROSA (1983)
 FE1940
 FE1940                         *CURRENT SURVEY CONTROL
 FE1940  ___________________________________________________________________
 FE1940* NAD 83(1997)-  35 46 11.11765(N)    089 51 00.84641(W)     ADJUSTED  
 FE1940* NAVD 88     -        76.478  (meters)     250.91   (feet)  ADJUSTED  
 FE1940  ___________________________________________________________________
 FE1940  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FE1940  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1940  DYNAMIC HT  -          76.414 (meters)     250.70  (feet)  COMP
 FE1940  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 FE1940
 FE1940  HORZ ORDER  -  FIRST
 FE1940  VERT ORDER  -  FIRST     CLASS I
 FE1940
 FE1940.The horizontal coordinates were established by GPS observations
 FE1940.and adjusted by the National Geodetic Survey in September 1999..
 FE1940
 FE1940.The orthometric height was determined by differential leveling
 FE1940.and adjusted by the National Geodetic Survey in June 1991..
 FE1940
 FE1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1940
 FE1940.The geoid height was determined by GEOID03.
 FE1940
 FE1940.The dynamic height is computed by dividing the NAVD 88
 FE1940.geopotential number by the normal gravity value computed on the
 FE1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1940.degrees latitude (g = 980.6199 gals.).
 FE1940
 FE1940.The modeled gravity was interpolated from observed gravity values.
 FE1940
 FE1940;                    North         East     Units Scale Factor Converg.
 FE1940;SPC AR N     -   161,481.469   594,365.708   MT  0.99994116   +1 15 03.4
 FE1940;SPC AR N     -   529,793.79  1,950,014.83   sFT  0.99994116   +1 15 03.4
 FE1940;UTM  16      - 3,962,159.372   242,336.517   MT  1.00041818   -1 40 01.1
 FE1940
 FE1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1940!SPC AR N     -   0.99999234  x   0.99994116  =   0.99993350
 FE1940!UTM  16      -   0.99999234  x   1.00041818  =   1.00041052
 FE1940
 FE1940                          SUPERSEDED SURVEY CONTROL
 FE1940
 FE1940  NAD 83(1997)-  35 46 11.11839(N)    089 51 00.84628(W) AD(       ) 1
 FE1940  NAD 83(1997)-  35 46 11.13017(N)    089 51 00.84624(W) AD(       ) 1
 FE1940  NGVD 29 (??/??/??)   76.419  (m)          250.72   (f) ADJUSTED    1 1
 FE1940
 FE1940.Superseded values are not recommended for survey control.
 FE1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1940.See file dsdata.txt to determine how the superseded data were derived.
 FE1940
 FE1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4233762159(NAD 83)
 FE1940_MARKER: DR = REFERENCE MARK DISK
 FE1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1940_SP_SET: CONCRETE POST
 FE1940_STAMPING: COOPER 2 1933 NO 5 1972
 FE1940_MARK LOGO: NGS   
 FE1940_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1940+STABILITY: SURFACE MOTION
 FE1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1940+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 FE1940
 FE1940  HISTORY     - Date     Condition        Report By
 FE1940  HISTORY     - 1972     MONUMENTED       NGS
 FE1940  HISTORY     - 19901108 GOOD             NGS
 FE1940
 FE1940                          STATION DESCRIPTION
 FE1940
 FE1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FE1940'5.3 MILES NE FROM LUXORA.
 FE1940'5.3 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF MAIN
 FE1940'STREET AT LUXORA, 0.1 MILE NORTHEAST OF MILEPOST 69/70, 100 YARDS
 FE1940'NORTH OF THE LEVEE, 12.7 FEET WEST OF A DIRT ROAD LEADING TO A
 FE1940'FIELD, 9.4 FEET NORTH OF TELEPHONE POLE NO. R 39, 70 FEET NORTH-
 FE1940'EAST OF A BROWN HOUSE, 36.6 FEET EAST OF A 2 FOOT OAK TREE, AND
 FE1940'153.5 FEET NORTH OF THE CENTER OF ROAD AT TOE OF LEVEE. A DISK
 FE1940'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, 3 FEET BELOW
 FE1940'THE LEVEE, AND 1 FOOT SOUTH OF A WITNESS POST.
 FE1940
 FE1940                          STATION RECOVERY (1990)
 FE1940
 FE1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE1940'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTH OF BLYTHEVILLE
 FE1940'AND 8.1 KM (5.05 MI) NORTHEAST OF LUXORA. OWNERSHIP-BOBBY GILFORD
 FE1940'(LEASES THE LAND), RTE 1 BOX 60, LUXORA AR 72358. NO TELEPHONE. TO
 FE1940'REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 61 AND STATE
 FE1940'HIGHWAY 158 IN SOUTHWEST LUXORA. GO NORTH ON U.S.HIGHWAY 61 FOR 3.47
 FE1940'KM (2.15 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT AND GO EAST AND
 FE1940'NORTH ON STATE HIGHWAY 120 FOR 4.81 KM (3.00 MI) TO THE JUNCTION OF
 FE1940'COUNTY ROAD N749 ON THE RIGHT. CONTINUE NORTH ON STATE HIGHWAY 120
 FE1940'FOR 1.20 KM (0.75 MI) TO THE JUNCTION OF COUNTY ROAD N749 ON THE
 FE1940'LEFT. CONTINUE EAST ON STATE HIGHWAY 120 FOR 3.20 KM (2.00 MI) TO A
 FE1940'GRAVELED CROSSROAD. TURN RIGHT AND GO SOUTH ON COUNTY ROAD N823 FOR
 FE1940'2.55 KM (1.60 MI) TO A T JUNCTION. TURN RIGHT AND GO SOUTHWEST ON A
 FE1940'GRAVELED ROAD RUNNING ALONG A LEVEE FOR 1.71 KM (1.05 MI) TO AN
 FE1940'ABANDONED FARM HOUSE AND THE STATION ON THE RIGHT IN THE NORTHEAST
 FE1940'CORNER OF THE LAWN. THE STATION IS LOCATED 47.2 M (154.9 FT) NORTH
 FE1940'FROM THE CENTER OF A GRAVELED ROAD, 32.6 M (107.0 FT) EAST-SOUTHEAST
 FE1940'FROM A UTILITY POLE, 11.3 M (37.1 FT) EAST FROM A 16-INCH PECAN TREE,
 FE1940'9.9 M (32.5 FT) EAST FROM COOPER 2 1933 1972, 4.0 M (13.1 FT) WEST
 FE1940'FROM THE CENTER OF A FIELD ROAD AND 3.1 M (10.2 FT) EAST-NORTHEAST
 FE1940'FROM A UTILITY POLE. THE STATION IS FLUSH WITH THE GROUND. DESCRIBED
 FE1940'BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2090 ***********************************************************************
 FE2090  DESIGNATION -  COOPER 2 RM 7
 FE2090  PID         -  FE2090
 FE2090  STATE/COUNTY-  AR/MISSISSIPPI
 FE2090  USGS QUAD   -  ROSA (1983)
 FE2090
 FE2090                         *CURRENT SURVEY CONTROL
 FE2090  ___________________________________________________________________
 FE2090* NAD 83(1997)-  35 46 08.49493(N)    089 50 59.75467(W)     ADJUSTED  
 FE2090* NAVD 88     -        82.7    (meters)     271.     (feet)  GPS OBS   
 FE2090  ___________________________________________________________________
 FE2090  X           -      13,570.144 (meters)                     COMP
 FE2090  Y           -  -5,181,047.674 (meters)                     COMP
 FE2090  Z           -   3,707,459.977 (meters)                     COMP
 FE2090  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FE2090  ELLIP HEIGHT-          55.06  (meters)          (09/14/99) GPS OBS
 FE2090  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2090
 FE2090  HORZ ORDER  -  FIRST
 FE2090  VERT ORDER  -  ? (See Below)
 FE2090  ELLP ORDER  -  FOURTH    CLASS I
 FE2090
 FE2090.The horizontal coordinates were established by classical geodetic methods
 FE2090.and adjusted by the National Geodetic Survey in September 1999..
 FE2090
 FE2090.The orthometric height was determined by GPS observations and a
 FE2090.high-resolution geoid model.
 FE2090.The vertical order pertains to the NGVD 29 superseded value.
 FE2090
 FE2090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2090
 FE2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2090
 FE2090.The ellipsoidal height was determined by GPS observations
 FE2090.and is referenced to NAD 83.
 FE2090
 FE2090.The geoid height was determined by GEOID03.
 FE2090
 FE2090;                    North         East     Units Scale Factor Converg.
 FE2090;SPC AR N     -   161,401.257   594,394.888   MT  0.99994112   +1 15 04.0
 FE2090;SPC AR N     -   529,530.62  1,950,110.56   sFT  0.99994112   +1 15 04.0
 FE2090;UTM  16      - 3,962,077.741   242,361.587   MT  1.00041802   -1 40 00.3
 FE2090
 FE2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2090!SPC AR N     -   0.99999136  x   0.99994112  =   0.99993248
 FE2090!UTM  16      -   0.99999136  x   1.00041802  =   1.00040937
 FE2090
 FE2090:                Primary Azimuth Mark                     Grid Az
 FE2090:SPC AR N     -  COOPER 2 AZ MK 2                         063 49 19.7
 FE2090:UTM  16      -  COOPER 2 AZ MK 2                         066 44 24.0
 FE2090
 FE2090|---------------------------------------------------------------------|
 FE2090| PID    Reference Object                     Distance      Geod. Az  |
 FE2090|                                                           dddmmss.s |
 FE2090| FE2703 COOPER 2 AZ MK 2                    APPROX. 0.6 KM 0650423.7 |
 FE2090| FE2091 COOPER 2 RM 8                        25.928 METERS 06505     |
 FE2090| CG3843 COOPER 2 RM 9                        23.666 METERS 24505     |
 FE2090| FE2712 LUXORA MUNICIPAL TANK               APPROX. 7.3 KM 2600820.3 |
 FE2090| FE2717 LUXORA SW BELL RAD MAST             APPROX. 7.4 KM 2664723.9 |
 FE2090| FE2714 BURDETTE MUN TANK                   APPROX. 9.8 KM 3024747.4 |
 FE2090| FE1938 COOPER 2 RESET                       88.538 METERS 33503     |
 FE2090| FE2706 COOPER 2 OFFSET                      83.616 METERS 33504     |
 FE2090| FE1939 COOPER 2 RM 6                                      33538     |
 FE2090| FE1940 COOPER 2 RM 5                        85.359 METERS 34116     |
 FE2090| FE2691 BLYTHEVILLE RAD STA KLCN MAST       APPROX.17.2 KM 3534602.4 |
 FE2090|---------------------------------------------------------------------|
 FE2090
 FE2090                          SUPERSEDED SURVEY CONTROL
 FE2090
 FE2090  NAD 83(1997)-  35 46 08.49567(N)    089 50 59.75453(W) AD(       ) 1
 FE2090  NAD 83(1997)-  35 46 08.50564(N)    089 50 59.75373(W) AD(       ) 1
 FE2090  NAD 83(1986)-  35 46 08.50602(N)    089 50 59.75294(W) AD(       ) 1
 FE2090  NAD 27      -  35 46 08.23139(N)    089 50 59.44756(W) AD(       ) 1
 FE2090  NGVD 29 (??/??/??)   82.697  (m)          271.32   (f) ADJUSTED    ?  
 FE2090
 FE2090.Superseded values are not recommended for survey control.
 FE2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2090.See file dsdata.txt to determine how the superseded data were derived.
 FE2090
 FE2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4236262078(NAD 83)
 FE2090_MARKER: DR = REFERENCE MARK DISK
 FE2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2090_SP_SET: CONCRETE POST
 FE2090_STAMPING: COOPER 2 1933 NO 7 1977
 FE2090_MARK LOGO: NGS   
 FE2090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2090+STABILITY: SURFACE MOTION
 FE2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2090+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 FE2090
 FE2090  HISTORY     - Date     Condition        Report By
 FE2090  HISTORY     - 1977     MONUMENTED       NGS
 FE2090  HISTORY     - 1977     GOOD             NGS
 FE2090  HISTORY     - 1979     GOOD             NGS
 FE2090  HISTORY     - 19910312 GOOD             NGS
 FE2090
 FE2090                          STATION DESCRIPTION
 FE2090
 FE2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2090'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF BLYTHEVILLE,
 FE2090'6-1/2 MILES SOUTHEAST OF BURDETTE, 5 MILES NORTHEAST OF LUXORA,
 FE2090'IN THE SOUTHWEST 1/4 SECTION 6 R 12E, T 13N, ON TOP OF THE
 FE2090'LEVEE.
 FE2090'
 FE2090'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FE2090'HIGHWAY 55 AND U.S. HIGHWAY 61, AT THE SOUTH EDGE OF
 FE2090'BLYTHEVILLE, GO SOUTH ON U.S. HIGHWAY 61 FOR 7.2 MILES TO THE
 FE2090'JUNCTION OF STATE HIGHWAY 120 ON THE LEFT.  TURN LEFT AND GO
 FE2090'EAST-NORTHEAST ON STATE ROUTE 120 FOR 6 MILES TO A CROSSROAD
 FE2090'AT R.C. LANGSTON GENERAL MDSE STORE.  TURN RIGHT AND GO SOUTH
 FE2090'FOR 1.6 MILES TO A T-ROAD JUNCTION.  TURN RIGHT AND GO
 FE2090'SOUTHWEST ON A GRAVEL ROAD FOR 0.75 MILE TO A FRAME HOUSE ON
 FE2090'THE RIGHT AND TRIANGULATION STATION COOPER 2 ON THE RIGHT.
 FE2090'CONTINUE AHEAD SOUTHERLY FOR 0.1 MILE TO A FORK.  TAKE LEFT
 FE2090'FORK AND GO EASTERLY FOR 0.05 MILE TO THE TOP OF THE LEVEE
 FE2090'AND GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE,
 FE2090'AND GO NORTHEAST ALONG THE TOP OF THE LEVEE FOR 0.05 MILE
 FE2090'TO BM 214 ON THE LEFT.  CONTINUE NORTHEAST FOR 0.05 MILE
 FE2090'TO THE STATION ON THE RIGHT.  TO REACH AZIMUTH MARK 2
 FE2090'FROM THE STATION CONTINUE AHEAD NORTHEAST ALONG THE TOP OF THE
 FE2090'LEVEE FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 FE2090'
 FE2090'THE STATION MARKS, STAMPED---COOPER 2 1933 NO 7 1977---, ARE
 FE2090'STANDARD DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A
 FE2090'12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 FE2090'IT IS 11 FEET EAST OF CENTER OF THE ROAD, 4.5 FEET
 FE2090'WEST-SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 0.5 FEET
 FE2090'LOWER THAN THE ROAD.  THE UNDERGROUND DISK IS SET IN THE TOP
 FE2090'OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 FE2090'GROUND SURFACE.
 FE2090'
 FE2090'COOPER 2, STAMPED---COOPER 1933 1972---, IS A STANDARD DISK
 FE2090'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 FE2090'FLUSH WITH THE GROUND.  IT IS 159 FEET NORTH OF A GRAVEL ROAD
 FE2090'53 FEET WEST OF A BLADED ROAD, AND 41.5 FEET NORTH-NORTHEAST
 FE2090'OF THE NORTHEAST CORNER OF A HOUSE.
 FE2090'
 FE2090'REFERENCE MARK 8, STAMPED---COOPER 2 1933 NO 8 1977---, IS A
 FE2090'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FE2090'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 11 FEET EAST
 FE2090'OF CENTER OF THE LEVEE ROAD, AND 1.2 FEET NORTHEAST OF A
 FE2090'METAL WITNESS POST.
 FE2090'
 FE2090'REFERENCE MARK 9, STAMPED---COOPER 2 1933 NO 9 1977---, IS
 FE2090'A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND
 FE2090'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 FE2090'IS 11 FEET EAST OF CENTER OF THE LEVEE ROAD, 2 FEET NORTHEAST
 FE2090'OF A METAL WITNESS POST, AND ABOUT 0.5 FOOT LOWER THAN THE
 FE2090'LEVEE ROAD.
 FE2090'
 FE2090'AZIMUTH MARK 2, STAMPED---COOPER 2 1933 1977---, IS A
 FE2090'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FE2090'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 12 FEET
 FE2090'EAST OF CENTER OF THE LEVEE ROAD, 2 FEET SOUTH OF A METAL
 FE2090'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 FE2090'
 FE2090'BM B 214, STAMPED---B 214 1976---, IS A STANDARD DISK
 FE2090'CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER STEEL ROD THAT IS
 FE2090'4 INCHES BELOW THE GROUND SURFACE, AND SURROUNDED BY A 4-INCH
 FE2090'DIAMETER PLASTIC PIPE WITH CAP.  IT IS 19 FEET WEST OF CENTER
 FE2090'OF THE LEVEE ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, AND
 FE2090'2 FEET EAST OF MILEPOST MARKER 69.
 FE2090'
 FE2090'A 1/2-INCH DIAMETER RE-ENFORCEMENT ROD WAS SET AT THE STATION
 FE2090'MARK, COOPER 2, THE REFERENCE MARKS, AND AZIMUTH MARK.
 FE2090'HEIGHT OF LIGHT ABOVE THE MARK WAS 30.2 METERS.
 FE2090
 FE2090                          STATION RECOVERY (1977)
 FE2090
 FE2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FE2090'5.3 MI NE FROM LUXORA.
 FE2090'5.3 MI NE ALONG THE LEEVE FROM THE JUNCTION OF MAIN STREET IN
 FE2090'LUXORA, 290.48 FEET SSE OF COOPER 2, 115.88 FEET ENE OF BM B 214,
 FE2090'85.04 FEET WSW OF RM 8, 11 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FE2090'4.5 FEET WSW OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE
 FE2090'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FE2090'THE GROUND. SW 1/4 SECTION 6, T 13 N, R 12 E.
 FE2090
 FE2090                          STATION RECOVERY (1979)
 FE2090
 FE2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2090'THE STATION MARK, REFERENCE MARKS 8 AND 9 AND THE AZIMUTH MARK
 FE2090'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1977.
 FE2090'THE DIRECTIONS CHECKED THE 1977 DATA BUT NO DATA
 FE2090'AVAILABLE TO CHECK THE 1977 DISTANCES.
 FE2090'
 FE2090'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI)
 FE2090'SOUTH OF BLYTHEVILLE, 8.0 KM (5 MI)
 FE2090'NORTHEAST OF LUXORA, 0.8 KM (1/2 MI) NORTH OF
 FE2090'THE MISSISSIPPI
 FE2090'RIVER AND ON TOP OF THE MAIN LEVEE.
 FE2090'PERMISSION FOR THE STATION WAS OBTAINED FROM
 FE2090'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 FE2090'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 FE2090'WEST MEMPHIS, AR 72301.
 FE2090'TELEPHONE NUMBER 501-735-1062.
 FE2090'
 FE2090'TO REACH THE STATION FROM THE POST OFFICE IN OSCEOLA, GO WEST ON
 FE2090'WEST JOHNSON STREET FOR 0.2 KM (0.15 MI) TO
 FE2090'U.S. HIGHWAY 61 (NORTH WALNUT
 FE2090'STREET).  TURN RIGHT ON U.S. HIGHWAY 61 AND GO
 FE2090'NORTHERLY FOR 10.3 KM (6.4 MI)
 FE2090'TO THE JUNCTION OF STATE HIGHWAY 120.  TURN RIGHT CROSSING
 FE2090'RAILROAD TRACK AND GO 9.4 KM (5.85 MI) TO A
 FE2090'GRAVELED CROSSROAD. TURN
 FE2090'RIGHT AND GO SOUTH FOR 2.6 KM (1.6 MI) TO A
 FE2090'T-ROAD JUNCTION.  TURN
 FE2090'RIGHT AND FOLLOW GRAVELED ROAD AT BASE OF LEVEE
 FE2090'FOR 1.2 KM (0.75 MI)
 FE2090'TO A FRAME HOUSE AND COOPER 2 1933 ON THE RIGHT.  CONTINUE
 FE2090'AHEAD FOR 0.2 KM (0.1 MI) TO A FORK.  TAKE LEFT
 FE2090'FORK FOR 0.08 KM (0.05 MI) TO
 FE2090'TOP OF LEVEE AND A LOCKED GATE ON THE LEFT.  TURN LEFT THRU THE
 FE2090'GATE FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 FE2090'TO REACH THE
 FE2090'AZIMUTH MARK FROM THE STATION, CONTINUE
 FE2090'STRAIGHT AHEAD FOR 0.4 KM (0.25 MI)
 FE2090'TO THE MARK ON THE RIGHT.
 FE2090'
 FE2090'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 FE2090'STAMPED---COOPER 2 1933 NO 7 1977---,
 FE2090'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2090'FLUSH WITH GROUND.  IT IS LOCATED
 FE2090'1.9 METERS SOUTHEAST FROM A METAL WITNESS POST AND
 FE2090'1.4 METERS SOUTH-SOUTHEAST FROM CENTER OF LEVEE ROAD.
 FE2090'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 FE2090'STAMPED---COOPER 2 1933 NO 7 1977---, IMBEDDED IN AN IRREGULAR
 FE2090'MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FE2090'
 FE2090'REFERENCE MARK NUMBER 8 IS A STANDARD NGS DISK
 FE2090'STAMPED---COOPER 2 1933 NO 8 1977---,
 FE2090'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2090'FLUSH WITH GROUND.  IT IS LOCATED
 FE2090'3.4 METERS SOUTH-SOUTHEAST FROM CENTER OF LEVEE ROAD AND
 FE2090'0.4 METER EAST FROM A METAL WITNESS POST.
 FE2090'MARK IS LEVEL WITH STATION.
 FE2090'
 FE2090'REFERENCE MARK NUMBER 9 IS A STANDARD NGS DISK
 FE2090'STAMPED---COOPER 2 1933 NO 9 1977---,
 FE2090'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2090'FLUSH WITH GROUND.  IT IS LOCATED
 FE2090'3.5 METERS SOUTH-SOUTHEAST FROM CENTER OF LEVEE ROAD AND
 FE2090'0.5 METER EAST FROM A METAL WITNESS POST.
 FE2090'MARK IS LEVEL WITH STATION.
 FE2090'
 FE2090'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FE2090'STAMPED---COOPER 2 1933 1977---,
 FE2090'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2090'FLUSH WITH GROUND.  IT IS LOCATED
 FE2090'4.0 METERS SOUTH FROM CENTER OF LEVEE ROAD AND
 FE2090'1.0 METER WEST FROM A METAL WITNESS POST.
 FE2090'
 FE2090'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 33.1 METERS.
 FE2090
 FE2090                          STATION RECOVERY (1991)
 FE2090
 FE2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2090'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTH OF BLYTHEVILLE
 FE2090'AND 8.1 KM (5.05 MI) NORTHEAST OF LUXORA.  OWNERSHIP--U.S. CORPS OF
 FE2090'ENGINEERS, MEMPHIS DISTRICT, B-202, CLIFFORD DAVIS FEDERAL BUILDING,
 FE2090'MEMPHIS, TN 38103-1894, PHONE 901-544-3238.
 FE2090'TO REACH THE STATION FROM THE POST OFFICE IN LUXORA, GO WEST ON STATE
 FE2090'HIGHWAY 158 FOR 0.80 KM (0.50 MI) TO THE JUNCTION OF U.S. HIGHWAY 61.
 FE2090'TURN RIGHT AND GO NORTHEAST FOR 3.62 KM (2.25 MI) TO THE JUNCTION OF
 FE2090'STATE HIGHWAY 120 ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 5.07 TO
 FE2090'WHERE PAVED ROAD TURNS NORTH AND COUNTY ROAD N759 TO THE RIGHT.  TURN
 FE2090'RIGHT AND FOLLOW GRAVEL ROAD FOR 0.97 KM (0.60 MI) TO A T-JUNCTION AT
 FE2090'THE LEVEE.  TURN LEFT AND GO EAST AND THEN NORTHEAST FOR 4.35 KM
 FE2090'(2.70 MI) TO A REVERSE FORK LEADING TO TOP OF THE LEVEE.  TURN RIGHT
 FE2090'AND GO 0.16 KM (0.10 MI) TO TOP OF LEVEE THEN CONTINUE ALONG THE
 FE2090'LEVEE FOR 0.56 KM (0.35 MI) TO THE STATION ON THE LEFT.
 FE2090'THE STATION IS LOCATED 3.6 M (11.8 FT) SOUTH-SOUTHEAST FROM CENTER OF
 FE2090'LEVEE ROAD, 0.5 M (1.6 FT) NORTH-NORTHWEST FROM A WITNESS POST AND
 FE2090'ABOUT 0.24 KM (0.15 MI) EAST-NORTHEAST FROM A METAL GATE ACROSS THE
 FE2090'LEVEE.
 FE2090'DESCRIBED BY D.A. BOWLING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2091 ***********************************************************************
 FE2091  DESIGNATION -  COOPER 2 RM 8
 FE2091  PID         -  FE2091
 FE2091  STATE/COUNTY-  AR/MISSISSIPPI
 FE2091  USGS QUAD   -  ROSA (1983)
 FE2091
 FE2091                         *CURRENT SURVEY CONTROL
 FE2091  ___________________________________________________________________
 FE2091* NAD 83(1997)-  35 46 08.84944(N)    089 50 58.81855(W)     ADJUSTED  
 FE2091* NAVD 88     -        82.61   (+/-2cm)     271.0    (feet)  VERTCON   
 FE2091  ___________________________________________________________________
 FE2091  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FE2091  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2091
 FE2091  HORZ ORDER  -  SECOND
 FE2091  VERT ORDER  -  ? (See Below)
 FE2091
 FE2091.The horizontal coordinates were established by classical geodetic methods
 FE2091.and adjusted by the National Geodetic Survey in September 1999..
 FE2091
 FE2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2091.The vertical order pertains to the NGVD 29 superseded value.
 FE2091
 FE2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2091
 FE2091.The geoid height was determined by GEOID03.
 FE2091
 FE2091;                    North         East     Units Scale Factor Converg.
 FE2091;SPC AR N     -   161,412.694   594,418.156   MT  0.99994112   +1 15 04.6
 FE2091;SPC AR N     -   529,568.15  1,950,186.90   sFT  0.99994112   +1 15 04.6
 FE2091;UTM  16      - 3,962,087.983   242,385.419   MT  1.00041787   -1 39 59.8
 FE2091
 FE2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2091!SPC AR N     -   0.99999138  x   0.99994112  =   0.99993250
 FE2091!UTM  16      -   0.99999138  x   1.00041787  =   1.00040925
 FE2091
 FE2091                          SUPERSEDED SURVEY CONTROL
 FE2091
 FE2091  NAD 83(1997)-  35 46 08.85019(N)    089 50 58.81841(W) AD(       ) 2
 FE2091  NAD 83(1997)-  35 46 08.86014(N)    089 50 58.81766(W) AD(       ) 2
 FE2091  NAD 83(1986)-  35 46 08.86051(N)    089 50 58.81688(W) AD(       ) 2
 FE2091  NAD 27      -  35 46 08.58583(N)    089 50 58.51169(W) AD(       ) 2
 FE2091  NGVD 29 (??/??/??)   82.571  (m)          270.90   (f) ADJUSTED    ?  
 FE2091
 FE2091.Superseded values are not recommended for survey control.
 FE2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2091.See file dsdata.txt to determine how the superseded data were derived.
 FE2091
 FE2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4238562088(NAD 83)
 FE2091_MARKER: DR = REFERENCE MARK DISK
 FE2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2091_STAMPING: COOPER 2 1933 NO 8 1977
 FE2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2091+STABILITY: SURFACE MOTION
 FE2091
 FE2091  HISTORY     - Date     Condition        Report By
 FE2091  HISTORY     - 1979     MONUMENTED       NGS
 FE2091
 FE2091                          STATION DESCRIPTION
 FE2091
 FE2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FE2091'5.3 MI NE FROM LUXORA.
 FE2091'5.3 MI NE ALONG THE LEVEE FROM THE JUNCTION OF MAIN STREET IN
 FE2091'LUXORA, 85.04 FEET ENE OF COOPER 2 RM 7, 11 FEET EAST OF THE CENTER
 FE2091'LINE OF THE LEVEE ROAD, 1.5 FEET NE OF A METAL WITNESS POST AND
 FE2091'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.SW 1/4
 FE2091'SECTION 6, T 13 N, R 12 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0156 ***********************************************************************
 EJ0156  DESIGNATION -  COP
 EJ0156  PID         -  EJ0156
 EJ0156  STATE/COUNTY-  AR/SALINE
 EJ0156  USGS QUAD   -  BRYANT (1987)
 EJ0156
 EJ0156                         *CURRENT SURVEY CONTROL
 EJ0156  ___________________________________________________________________
 EJ0156* NAD 83(1986)-  34 36 48.     (N)    092 28 01.     (W)     SCALED    
 EJ0156* NAVD 88     -       104.870  (meters)     344.06   (feet)  ADJUSTED  
 EJ0156  ___________________________________________________________________
 EJ0156  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 EJ0156  DYNAMIC HT  -         104.772 (meters)     343.74  (feet)  COMP
 EJ0156  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 EJ0156
 EJ0156  VERT ORDER  -  FIRST     CLASS II
 EJ0156
 EJ0156.The horizontal coordinates were scaled from a topographic map and have
 EJ0156.an estimated accuracy of +/- 6 seconds.
 EJ0156
 EJ0156.The orthometric height was determined by differential leveling
 EJ0156.and adjusted by the National Geodetic Survey in June 1991..
 EJ0156
 EJ0156.The geoid height was determined by GEOID03.
 EJ0156
 EJ0156.The dynamic height is computed by dividing the NAVD 88
 EJ0156.geopotential number by the normal gravity value computed on the
 EJ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0156.degrees latitude (g = 980.6199 gals.).
 EJ0156
 EJ0156.The modeled gravity was interpolated from observed gravity values.
 EJ0156
 EJ0156;                    North         East    Units  Estimated Accuracy
 EJ0156;SPC AR S     -   616,010.      357,180.      MT  (+/- 180 meters Scaled)
 EJ0156
 EJ0156                          SUPERSEDED SURVEY CONTROL
 EJ0156
 EJ0156  NGVD 29 (??/??/92)  104.907  (m)          344.18   (f) ADJ UNCH    1 2
 EJ0156
 EJ0156.Superseded values are not recommended for survey control.
 EJ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0156.See file dsdata.txt to determine how the superseded data were derived.
 EJ0156
 EJ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU488302(NAD 83)
 EJ0156_MARKER: DB = BENCH MARK DISK
 EJ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0156_STAMPING: COP 1934
 EJ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0156+STABILITY: SURFACE MOTION
 EJ0156
 EJ0156  HISTORY     - Date     Condition        Report By
 EJ0156  HISTORY     - 1934     MONUMENTED       CGS
 EJ0156  HISTORY     - 1935     GOOD             NGS
 EJ0156  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0156  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0156
 EJ0156                          STATION DESCRIPTION
 EJ0156
 EJ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0156'1.8 MI SW FROM ALEXANDER.
 EJ0156'1.8 MILES SOUTHWEST OF, ALONG M.P.RY. FROM STATION ABOUT 500 FEET
 EJ0156'NORTHEAST OF DIRT ROAD CROSSING.  ABOUT 115 FEET SOUTHWEST OF MILE
 EJ0156'POST NO. 360-20.  22.3 FEET NORTHWEST OF CENTERLINE OF NORTHWEST TRACK
 EJ0156'OF MISSOURI PACIFIC R.R.  16.4 FEET NORTHEAST OF TELEGRAPH POLE E-54.
 EJ0156'12 FEET SOUTHEAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST
 EJ0156'SET ON TOP OF SMALL HILL.
 EJ0156
 EJ0156                          STATION RECOVERY (1989)
 EJ0156
 EJ0156'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0156'MARK NOT FOUND.
 EJ0156
 EJ0156                          STATION RECOVERY (1998)
 EJ0156
 EJ0156'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1423 ***********************************************************************
 DL1423  DESIGNATION -  COPELAND
 DL1423  PID         -  DL1423
 DL1423  STATE/COUNTY-  AR/CLARK
 DL1423  USGS QUAD   -  CURTIS (1970)
 DL1423
 DL1423                         *CURRENT SURVEY CONTROL
 DL1423  ___________________________________________________________________
 DL1423* NAD 83(1997)-  33 58 33.57331(N)    093 01 26.99996(W)     ADJUSTED  
 DL1423* NAVD 88     -       117.3    (meters)     385.     (feet)  VERTCON   
 DL1423  ___________________________________________________________________
 DL1423  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DL1423  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DL1423
 DL1423  HORZ ORDER  -  FIRST
 DL1423
 DL1423.The horizontal coordinates were established by classical geodetic methods
 DL1423.and adjusted by the National Geodetic Survey in September 1999..
 DL1423
 DL1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1423
 DL1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1423
 DL1423.The geoid height was determined by GEOID03.
 DL1423
 DL1423;                    North         East     Units Scale Factor Converg.
 DL1423;SPC AR S     -   545,693.444   305,365.219   MT  0.99991899   -0 34 23.6
 DL1423;SPC AR S     - 1,790,329.24  1,001,852.39   sFT  0.99991899   -0 34 23.6
 DL1423;UTM  15      - 3,759,494.351   497,767.634   MT  0.99960006   -0 00 48.6
 DL1423
 DL1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1423!SPC AR S     -   0.99998577  x   0.99991899  =   0.99990477
 DL1423!UTM  15      -   0.99998577  x   0.99960006  =   0.99958584
 DL1423
 DL1423|---------------------------------------------------------------------|
 DL1423| PID    Reference Object                     Distance      Geod. Az  |
 DL1423|                                                           dddmmss.s |
 DL1423| CX5627 COPELAND RM 1                        24.323 METERS 00855     |
 DL1423| CX5628 COPELAND RM 2                        23.294 METERS 12734     |
 DL1423| CX5626 COPELAND AZ MK                                     1603631.6 |
 DL1423| DL1426 BULL MOUNTAIN FIRE LOT              APPROX.11.9 KM 1973253.8 |
 DL1423| DL1424 GURDON ARK P AND L CO RAD MAST      APPROX.10.9 KM 2345728.7 |
 DL1423| EJ1978 GUM SPRINGS REYNOLDS MET CO TK      APPROX.11.2 KM 3323828.2 |
 DL1423|---------------------------------------------------------------------|
 DL1423
 DL1423                          SUPERSEDED SURVEY CONTROL
 DL1423
 DL1423  NAD 83(1997)-  33 58 33.58285(N)    093 01 26.99178(W) AD(       ) 1
 DL1423  NAD 83(1986)-  33 58 33.58311(N)    093 01 26.99152(W) AD(       ) 1
 DL1423  NAD 27      -  33 58 33.22500(N)    093 01 26.37700(W) AD(       ) 1
 DL1423  NGVD 29 (07/19/86)  117.3    (m)          385.     (f) VERT ANG       
 DL1423
 DL1423.Superseded values are not recommended for survey control.
 DL1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1423.See file dsdata.txt to determine how the superseded data were derived.
 DL1423
 DL1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9776859494(NAD 83)
 DL1423_MARKER: DS = TRIANGULATION STATION DISK
 DL1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1423
 DL1423  HISTORY     - Date     Condition        Report By
 DL1423  HISTORY     - 1941     MONUMENTED       CGS
 DL1423  HISTORY     - 1957     GOOD             CGS
 DL1423  HISTORY     - 1964     GOOD             CGS
 DL1423
 DL1423                          STATION DESCRIPTION
 DL1423
 DL1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1423'STATION IS 10 MILES S BY E OF ARKADELPHIA, 4-1/2 MILES ESE OF
 DL1423'CURTIS, 1/2 MILE N OF THE HOME OF A.L. ROGERS, ON THE SUMMIT
 DL1423'OF A PINE-TIMBERED KNOLL (THE HIGHEST POINT IN THE VICINITY),
 DL1423'ON COPELAND RIDGE, A HIGH RIDGE BETWEEN TERRE NOIRE CREEK AND THE
 DL1423'OUACHITA RIVER, IN THE SE 1/4 OF SECTION 3, T 9 S, R 19 W.
 DL1423'
 DL1423'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DL1423'BRONZE DISKS SET IN CONCRETE.
 DL1423'
 DL1423'STATION MARK IS ON THE HIGHEST PART OF THE KNOLL, 40 FEET
 DL1423'N OF THE CENTER LINE OF THE ROAD, 4-1/2 FEET SW OF WHITE
 DL1423'REFERENCE POST, IS STAMPED COPELAND 1941 AND PROJECTS 4 INCHES.
 DL1423'
 DL1423'REFERENCE MARK NO. 1 IS 112 FEET N OF THE CENTER LINE OF THE
 DL1423'ROAD, ABOUT 4 FEET LOWER THAN THE STATION, IS STAMPED COPELAND
 DL1423'NO. 1, 1941 AND PROJECTS 4 INCHES.
 DL1423'
 DL1423'REFERENCE MARK NO. 2 IS 36 FEET S OF THE CENTER LINE OF THE
 DL1423'ROAD, ABOUT 1-1/2 FEET LOWER THAN THE STATION, IS STAMPED
 DL1423'COPELAND NO. 2, 1941 AND PROJECTS 4 INCHES.
 DL1423'
 DL1423'AZIMUTH MARK IS ABOUT 0.6 MILE SSE OF THE STATION, 32 FEET
 DL1423'E OF THE CENTER LINE OF THE ROAD, 90 FEET S BY E OF A FORK
 DL1423'IN THE ROAD, 6 INCHES W OF THE RIGHT-OF-WAY FENCE, AND IS
 DL1423'STAMPED COPELAND 1941 AND PROJECTS 4 INCHES.
 DL1423'
 DL1423'TO REACH THE STATION FROM THE POST OFFICE IN ARKADELPHIA,
 DL1423'GO S ON U.S. HIGHWAY 67 FOR 9.15 MILES AND TURN LEFT, E,
 DL1423'ON CROSSROADS AT OAK GROVE FILLING STATION, WHICH IS ONE OF
 DL1423'3 IN THE VICINITY (THIS CROSSROADS IS 6.65 MILES N OF THE
 DL1423'JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 53 IN GURDON),
 DL1423'GO E ON THIS CROSS ROAD FOR 1.0 MILE TO THE TOWN OF CURTIS,
 DL1423'CROSS RAILROAD TRACKS, JOG SLIGHTLY LEFT, N, AND CONTINUE
 DL1423'ON MAIN ROAD E FOR 5.5 MILES AND TURN LEFT AT T-ROAD, FOLLOW
 DL1423'MAIN ROAD N FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT
 DL1423'(E SIDE OF THE ROAD), CONTINUE N AND W FOR 0.4 MILE AND TURN
 DL1423'RIGHT, N, OFF MAIN ROAD AT A POINT 75 YARDS W OF THE MAIL
 DL1423'BOX OF A.L. ROGERS, GO 0.3 MILE AND TAKE RIGHT FORK, GO
 DL1423'0.1 MILE TO TOP OF KNOLL AND STATION.
 DL1423'
 DL1423'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DL1423
 DL1423                          STATION RECOVERY (1957)
 DL1423
 DL1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1423'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 DL1423'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DL1423'CONDITION.
 DL1423'
 DL1423'FOLLOWING IS A NEW DESCRIPTION--
 DL1423'
 DL1423'THE STATION IS LOCATED ON A PROMINENT TIMBER COVERED HILL,
 DL1423'ABOUT 10 MILES SOUTH-SOUTHEAST OF ARKADELPHIA, 9 MILES NORTHEAST
 DL1423'OF GURDON AND 5 MILES EAST-SOUTHEAST OF CURTIS.  THE MARK IS
 DL1423'6 FEET SOUTHWEST OF A WITNESS POST, 4 FEET NORTH OF A TRACK
 DL1423'ROAD, PROJECTS 4 INCHES AND IS STAMPED COPELAND 1941.
 DL1423'
 DL1423'REFERENCE MARK NO. 1 IS ABOUT 70 FEET NORTH OF THE TRACK ROAD
 DL1423'AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 DL1423'IS STAMPED COPELAND NO 1 1941 AND PROJECTS 2 INCHES.
 DL1423'
 DL1423'REFERENCE MARK NO. 2 IS ABOUT 65 FEET SOUTH OF THE TRACK ROAD
 DL1423'AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 DL1423'IS STAMPED COPELAND NO 2 1941 AND PROJECTS 3 INCHES.
 DL1423'
 DL1423'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET EAST
 DL1423'OF THE CENTER OF A ROAD AND 1 FOOT WEST OF A NORTH-SOUTH
 DL1423'FENCE.  IT IS STAMPED COPELAND 1941 AND PROJECTS 5 INCHES.
 DL1423'
 DL1423'TO REACH THE STATION FROM THE POST OFFICE IN CURTIS, GO
 DL1423'EASTERLY ON MAIN TRAVELED ROAD FOR 5.6 MILES TO A T INTERSECTION,
 DL1423'TURN LEFT AND GO NORTH FOR 0.9 MILE TO THE AZIMUTH MARK ON THE
 DL1423'RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR ABOUT 50
 DL1423'YARDS TO A FORK, TAKE LEFT FORK AND GO WESTERLY ON MAIN
 DL1423'TRAVELED ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 DL1423'AND GO NORTHERLY ON TRACK ROAD FOR 0.3 MILE TO A FORK, TAKE
 DL1423'RIGHT FORK FOR 0.1 MILE TO THE TOP OF HILL AND STATION AS
 DL1423'DESCRIBED.
 DL1423
 DL1423                          STATION RECOVERY (1964)
 DL1423
 DL1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1423'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1423'CONDITION.  THE 1957 RECOVERY NOTE IS ADEQUATE FOR REACHING
 DL1423'THE STATION AND FOR RECOVERY OF THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1802 ***********************************************************************
 FF1802  DESIGNATION -  CORD
 FF1802  PID         -  FF1802
 FF1802  STATE/COUNTY-  AR/INDEPENDENCE
 FF1802  USGS QUAD   -  CORD (1981)
 FF1802
 FF1802                         *CURRENT SURVEY CONTROL
 FF1802  ___________________________________________________________________
 FF1802* NAD 83(1997)-  35 48 06.26074(N)    091 21 11.65778(W)     ADJUSTED  
 FF1802* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 FF1802  ___________________________________________________________________
 FF1802  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FF1802  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF1802
 FF1802  HORZ ORDER  -  THIRD
 FF1802
 FF1802.The horizontal coordinates were established by classical geodetic methods
 FF1802.and adjusted by the National Geodetic Survey in September 1999..
 FF1802
 FF1802.The orthometric height was scaled from a topographic map.
 FF1802
 FF1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1802
 FF1802.The geoid height was determined by GEOID03.
 FF1802
 FF1802;                    North         East     Units Scale Factor Converg.
 FF1802;SPC AR N     -   163,100.167   458,456.288   MT  0.99994312   +0 22 34.9
 FF1802;SPC AR N     -   535,104.46  1,504,118.67   sFT  0.99994312   +0 22 34.9
 FF1802;UTM  15      - 3,963,209.854   648,795.845   MT  0.99987282   +0 57 48.6
 FF1802
 FF1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1802!SPC AR N     -   0.99998896  x   0.99994312  =   0.99993208
 FF1802!UTM  15      -   0.99998896  x   0.99987282  =   0.99986179
 FF1802
 FF1802|---------------------------------------------------------------------|
 FF1802| PID    Reference Object                     Distance      Geod. Az  |
 FF1802|                                                           dddmmss.s |
 FF1802| CI0655 CORD RM 1                            22.433 METERS 04027     |
 FF1802| CI0654 CORD AZ MK                                         0445349.0 |
 FF1802| FF1801 TT 19 WM                             20.874 METERS 15909     |
 FF1802| CI1396 CORD PP CEN HWY 122                                19328     |
 FF1802|---------------------------------------------------------------------|
 FF1802
 FF1802                          SUPERSEDED SURVEY CONTROL
 FF1802
 FF1802  NAD 83(1997)-  35 48 06.26533(N)    091 21 11.65960(W) AD(       ) 3
 FF1802  NAD 83(1986)-  35 48 06.27211(N)    091 21 11.65789(W) AD(       ) 3
 FF1802  NAD 27      -  35 48 06.00100(N)    091 21 11.18620(W) AD(       ) 3
 FF1802
 FF1802.Superseded values are not recommended for survey control.
 FF1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1802.See file dsdata.txt to determine how the superseded data were derived.
 FF1802
 FF1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4879663210(NAD 83)
 FF1802_MARKER: DS = TRIANGULATION STATION DISK
 FF1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1802
 FF1802  HISTORY     - Date     Condition        Report By
 FF1802  HISTORY     - 1954     MONUMENTED       CGS
 FF1802
 FF1802                          STATION DESCRIPTION
 FF1802
 FF1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1802'THE STATION IS ABOUT 9 MILES NORTHEAST OF NEWARK, 1 MILE SOUTHWEST
 FF1802'OF CORD, ON PROPERTY OWNED BY MR. LEBURN MOBLEY, WHO LIVES AT
 FF1802'THE STATION LOCATION.  IN SECTION 31, T 14 N., R 3 W., 90 FEET
 FF1802'WEST OF CENTER OF THE HIGHWAY, 60 FEET NORTHEAST OF A FENCE
 FF1802'LINE, 34 FEET NORTHWEST OF A FENCE LINE AND IN THE BARN YARD.
 FF1802'
 FF1802'TO REACH THE STATION FROM THE POST OFFICE IN CORD, FOLLOW
 FF1802'STATE HIGHWAY 122 SOUTHERLY FOR 0.4 MILE TO A SCHOOL HOUSE ON
 FF1802'THE WEST SIDE OF THE ROAD, (THE AZIMUTH MARK IS ACROSS THE
 FF1802'ROAD FROM THE SCHOOL HOUSE), CONTINUE SOUTHERLY FOR 0.5 MILE
 FF1802'TO A FARM HOME AND STATION.
 FF1802'
 FF1802'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FF1802'STAMPED CORD 1954.
 FF1802'
 FF1802'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 FF1802'PROJECTS 4 INCHES AND THE DISK IS STAMPED CORD NO 1 1954.
 FF1802'
 FF1802'TT 19 W M (USGS) IS 24 FEET WEST OF CENTER OF THE HIGHWAY,
 FF1802'16 FEET NORTH OF A POWER LINE POLE.  THE MARK IS A STANDARD
 FF1802'UNITED STATES GEOLOGICAL SURVEY BRONZE DISK SET IN THE TOP OF
 FF1802'A 6 X 6 INCH CONCRETE POST SET FLUSH WITH THE GROUND.  THE
 FF1802'DISK IS STAMPED TT 19 W M 1952.
 FF1802'
 FF1802'THE AZIMUTH MARK IS ACROSS THE ROAD FROM A SCHOOL HOUSE, 27
 FF1802'FEET EAST OF CENTER OF THE HIGHWAY, 21 FEET NORTH OF A POWER
 FF1802'LINE POLE, 3 FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT WEST
 FF1802'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 FF1802'DISK IS STAMPED CORD 1954.
 FF1802'
 FF1802'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2994 ***********************************************************************
 EH2994  DESIGNATION -  CORINTH
 EH2994  PID         -  EH2994
 EH2994  STATE/COUNTY-  AR/ARKANSAS
 EH2994  USGS QUAD   -  HUMPHREY SW (1968)
 EH2994
 EH2994                         *CURRENT SURVEY CONTROL
 EH2994  ___________________________________________________________________
 EH2994* NAD 83(1997)-  34 22 19.82617(N)    091 38 56.64986(W)     ADJUSTED  
 EH2994* NAVD 88     -        58.22   (+/-2cm)     191.0    (feet)  VERTCON   
 EH2994  ___________________________________________________________________
 EH2994  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 EH2994  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EH2994
 EH2994  HORZ ORDER  -  SECOND
 EH2994  VERT ORDER  -  THIRD ? (See Below)
 EH2994
 EH2994.The horizontal coordinates were established by classical geodetic methods
 EH2994.and adjusted by the National Geodetic Survey in September 1999..
 EH2994
 EH2994.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2994.The vertical order pertains to the NGVD 29 superseded value.
 EH2994
 EH2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2994
 EH2994.The geoid height was determined by GEOID03.
 EH2994
 EH2994;                    North         East     Units Scale Factor Converg.
 EH2994;SPC AR S     -   589,218.638   432,276.436   MT  0.99993579   +0 11 47.1
 EH2994;SPC AR S     - 1,933,128.15  1,418,226.94   sFT  0.99993579   +0 11 47.1
 EH2994;UTM  15      - 3,804,249.957   624,213.006   MT  0.99979018   +0 45 46.0
 EH2994
 EH2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2994!SPC AR S     -   0.99999499  x   0.99993579  =   0.99993078
 EH2994!UTM  15      -   0.99999499  x   0.99979018  =   0.99978517
 EH2994
 EH2994|---------------------------------------------------------------------|
 EH2994| PID    Reference Object                     Distance      Geod. Az  |
 EH2994|                                                           dddmmss.s |
 EH2994| CY5469 CORINTH RM 1                         27.807 METERS 10155     |
 EH2994| CY5468 CORINTH AZ MK                                      1851654.0 |
 EH2994| CY5470 CORINTH RM 2                         38.365 METERS 20622     |
 EH2994| EH3027 HUMPHREY RAD STA KBJ 59 MAST        APPROX.10.4 KM 2841336.7 |
 EH2994| EH2997 HUMPHREY MUNICIPAL TANK             APPROX. 7.5 KM 3171354.6 |
 EH2994|---------------------------------------------------------------------|
 EH2994
 EH2994                          SUPERSEDED SURVEY CONTROL
 EH2994
 EH2994  NAD 83(1986)-  34 22 19.83367(N)    091 38 56.64396(W) AD(       ) 2
 EH2994  NAD 27      -  34 22 19.48512(N)    091 38 56.18215(W) AD(       ) 2
 EH2994  NGVD 29 (07/19/86)   58.26   (m)          191.1    (f) LEVELING    3  
 EH2994
 EH2994.Superseded values are not recommended for survey control.
 EH2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2994.See file dsdata.txt to determine how the superseded data were derived.
 EH2994
 EH2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2421304250(NAD 83)
 EH2994_MARKER: DS = TRIANGULATION STATION DISK
 EH2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2994
 EH2994  HISTORY     - Date     Condition        Report By
 EH2994  HISTORY     - 1965     MONUMENTED       CGS
 EH2994  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH2994
 EH2994                          STATION DESCRIPTION
 EH2994
 EH2994'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2994'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF STUTTGART,
 EH2994'4-1/2 MILES SOUTHEAST OF HUMPHREY, AND ON ROAD RIGHT-OF-WAY.
 EH2994'
 EH2994'TO REACH FROM THE HUMPHREY WATER TANK, GO EAST ON U.S.
 EH2994'HIGHWAY 79 FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 79
 EH2994'AND STATE HIGHWAY 152.  TURN RIGHT AND GO SOUTHERLY ON STATE
 EH2994'HIGHWAY 152 FOR 2.2 MILES TO BRIDGE OVER METO BAYOU.  CONTINUE
 EH2994'ON STATE HIGHWAY 152 FOR 3.0 MILES TO SIDE ROAD RIGHT JUST
 EH2994'SOUTH OF A BRIDGE AND STATION ON RIGHT IN THE NORTHWEST ANGLE
 EH2994'OF INTERSECTION.
 EH2994'
 EH2994'STATION MARKS ARE STANDARD DISKS STAMPED CORINTH 1965.  THE
 EH2994'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2994'1 INCH.  IT IS 76 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 EH2994'152, 65 FEET WEST OF THE SOUTHWEST END OF BRIDGE, 55 FEET NORTH
 EH2994'OF THE CENTERLINE OF GRAVEL ROAD AND 43 FEET EAST-SOUTHEAST
 EH2994'OF A 36-INCH OAK TREE.  THE UNDERGROUND DISK IS SET IN AN
 EH2994'IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE SURFACE OF THE
 EH2994'GROUND.
 EH2994'
 EH2994'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CORINTH NO 1 1965,
 EH2994'IS SET FLUSH IN THE SOUTHEAST BRIDGE ABUTMENT.  IT IS 6 INCHES
 EH2994'EAST OF THE INSIDE CURB OF THE BRIDGE AND 4 INCHES NORTH OF
 EH2994'THE SOUTH END OF THE BRIDGE.
 EH2994'
 EH2994'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CORINTH NO 2
 EH2994'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2994'2 INCHES.  IT IS 74 FEET WEST OF THE CENTERLINE OF STATE
 EH2994'HIGHWAY 152, 73 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD,
 EH2994'6 FEET EAST OF A 30-INCH OAK TREE, AND 2 FEET NORTH OF A
 EH2994'WITNESS POST.
 EH2994'
 EH2994'AZIMUTH MARK, A STANDARD DISK STAMPED CORINTH 1965, IS SET IN
 EH2994'A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 43 FEET
 EH2994'WEST OF THE CENTERLINE OF STATE HIGHWAY 152, 1 FOOT NORTH OF
 EH2994'A POWER LINE POLE, AND 1 FOOT WEST OF A WITNESS POST.
 EH2994'
 EH2994'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 EH2994'HIGHWAY 152 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 EH2994'
 EH2994'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2994'
 EH2994'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2994
 EH2994                          STATION RECOVERY (2003)
 EH2994
 EH2994'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2994'RM 1, RM 2, AND AZMK ALL FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1020 ***********************************************************************
 GE1020  DESIGNATION -  CORN
 GE1020  PID         -  GE1020
 GE1020  STATE/COUNTY-  AR/CLAY
 GE1020  USGS QUAD   -  CORNING (1964)
 GE1020
 GE1020                         *CURRENT SURVEY CONTROL
 GE1020  ___________________________________________________________________
 GE1020* NAD 83(1997)-  36 27 12.01548(N)    090 35 06.17663(W)     ADJUSTED  
 GE1020* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 GE1020  ___________________________________________________________________
 GE1020  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GE1020  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GE1020
 GE1020  HORZ ORDER  -  SECOND
 GE1020
 GE1020.The horizontal coordinates were established by classical geodetic methods
 GE1020.and adjusted by the National Geodetic Survey in September 1999..
 GE1020
 GE1020.The orthometric height was scaled from a topographic map.
 GE1020
 GE1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1020
 GE1020.The geoid height was determined by GEOID03.
 GE1020
 GE1020;                    North         East     Units Scale Factor Converg.
 GE1020;SPC AR N     -   236,120.867   526,845.123   MT  1.00005090   +0 49 24.1
 GE1020;SPC AR N     -   774,673.21  1,728,491.04   sFT  1.00005090   +0 49 24.1
 GE1020;SPC MO E     -    68,795.484   242,376.299   MT  0.99993405   -0 03 01.9
 GE1020;UTM  15      - 4,036,943.019   716,420.267   MT  1.00017710   +1 26 07.6
 GE1020
 GE1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1020!SPC AR N     -   0.99999024  x   1.00005090  =   1.00004114
 GE1020!SPC MO E     -   0.99999024  x   0.99993405  =   0.99992429
 GE1020!UTM  15      -   0.99999024  x   1.00017710  =   1.00016734
 GE1020
 GE1020|---------------------------------------------------------------------|
 GE1020| PID    Reference Object                     Distance      Geod. Az  |
 GE1020|                                                           dddmmss.s |
 GE1020| CI4159 CORN RM 1                            26.362 METERS 02748     |
 GE1020| GE1017 CORNING GRAIN DRIER                 APPROX. 4.1 KM 1651652.3 |
 GE1020| GE1019 CORNING MUNICIPAL TANK              APPROX. 4.7 KM 1724452.0 |
 GE1020| CI4158 CORN AZ MK                                         1845519.9 |
 GE1020| CI4160 CORN RM 2                            25.134 METERS 20730     |
 GE1020|---------------------------------------------------------------------|
 GE1020
 GE1020                          SUPERSEDED SURVEY CONTROL
 GE1020
 GE1020  NAD 83(1986)-  36 27 12.02169(N)    090 35 06.17626(W) AD(       ) 2
 GE1020  NAD 27      -  36 27 11.80540(N)    090 35 05.77480(W) AD(       ) 2
 GE1020
 GE1020.Superseded values are not recommended for survey control.
 GE1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1020.See file dsdata.txt to determine how the superseded data were derived.
 GE1020
 GE1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1642036943(NAD 83)
 GE1020_MARKER: DS = TRIANGULATION STATION DISK
 GE1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1020
 GE1020  HISTORY     - Date     Condition        Report By
 GE1020  HISTORY     - 1955     MONUMENTED       CGS
 GE1020  HISTORY     - 1957     MARK NOT FOUND   CGS
 GE1020
 GE1020                          STATION DESCRIPTION
 GE1020
 GE1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1020'THE STATION IS ABOUT 3-1/4 MILES NORTH OF CORNING, IN A
 GE1020'SMALL LANDSCAPED AREA ABOUT 100 YARDS SOUTH OF A CHURCH.
 GE1020'IT IS 151 FEET SOUTHWEST OF THE CENTER OF A CROSSROAD FORMED
 GE1020'BY U.S. HIGHWAY 67 AND A GRAVELED ROAD, 91.8 FEET SOUTHWEST
 GE1020'OF A METAL MEMORIAL SIGN, 40 FEET WEST OF THE CENTER OF THE
 GE1020'HIGHWAY AND 27 FEET NORTHWEST OF THE SOUTH POST OF A GUARD
 GE1020'RAIL.
 GE1020'
 GE1020'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62
 GE1020'AND 67 IN CORNING, GO NORTH ON HIGHWAY 67 FOR 2.55 MILES
 GE1020'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON THE HIGHWAY
 GE1020'FOR 0.4 MILE TO THE STATION ON THE LEFT.
 GE1020'
 GE1020'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE1020'STAMPED CORN 1955.
 GE1020'
 GE1020'REFERENCE MARK 1 IS 27 FEET WEST OF THE CENTER OF THE HIGHWAY
 GE1020'AND 5 FEET SOUTHWEST OF THE MEMORIAL SIGN.  THE MARK IS
 GE1020'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CORN NO 1 1955.
 GE1020'
 GE1020'REFERENCE MARK 2 IS 54 FEET WEST OF THE CENTER OF THE HIGHWAY.
 GE1020'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GE1020'CORN NO 2 1955.
 GE1020'
 GE1020'THE AZIMUTH MARK IS 43 FEET WEST OF THE CENTER OF THE HIGHWAY,
 GE1020'9 FEET SOUTH OF THE CENTER OF A PRIVATE DRIVE AND 2 FEET
 GE1020'EAST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 GE1020'6 INCHES AND THE DISK IS STAMPED CORN 1955.
 GE1020'
 GE1020'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1020
 GE1020                          STATION RECOVERY (1957)
 GE1020
 GE1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1020'THE STATION SURFACE MARK, REFERENCE MARK 1 AND 2 WERE DESTROYED
 GE1020'BY THE WIDENING OF U.S. HIGHWAY 67.  THE UNDERGROUND MARK
 GE1020'IS STILL INTACT AND IN GOOD CONDITION.  AFTER OBSERVATIONS
 GE1020'ON THE 1955 AZIMUTH MARK IT WAS DESTROYED AND A NEW ONE WAS
 GE1020'SET AT THIS TIME.  CORN 2 WAS ESTABLISHED AND USED FOR THE
 GE1020'1957 OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1021 ***********************************************************************
 GE1021  DESIGNATION -  CORN 2
 GE1021  PID         -  GE1021
 GE1021  STATE/COUNTY-  AR/CLAY
 GE1021  USGS QUAD   -  CORNING (1964)
 GE1021
 GE1021                         *CURRENT SURVEY CONTROL
 GE1021  ___________________________________________________________________
 GE1021* NAD 83(1997)-  36 27 11.96394(N)    090 35 06.43871(W)     ADJUSTED  
 GE1021* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 GE1021  ___________________________________________________________________
 GE1021  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GE1021  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GE1021
 GE1021  HORZ ORDER  -  SECOND
 GE1021
 GE1021.The horizontal coordinates were established by classical geodetic methods
 GE1021.and adjusted by the National Geodetic Survey in September 1999..
 GE1021
 GE1021.The orthometric height was scaled from a topographic map.
 GE1021
 GE1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1021
 GE1021.The geoid height was determined by GEOID03.
 GE1021
 GE1021;                    North         East     Units Scale Factor Converg.
 GE1021;SPC AR N     -   236,119.185   526,838.620   MT  1.00005090   +0 49 23.9
 GE1021;SPC AR N     -   774,667.69  1,728,469.71   sFT  1.00005090   +0 49 23.9
 GE1021;SPC MO E     -    68,793.901   242,369.772   MT  0.99993405   -0 03 02.1
 GE1021;UTM  15      - 4,036,941.267   716,413.782   MT  1.00017707   +1 26 07.4
 GE1021
 GE1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1021!SPC AR N     -   0.99999024  x   1.00005090  =   1.00004114
 GE1021!SPC MO E     -   0.99999024  x   0.99993405  =   0.99992429
 GE1021!UTM  15      -   0.99999024  x   1.00017707  =   1.00016731
 GE1021
 GE1021|---------------------------------------------------------------------|
 GE1021| PID    Reference Object                     Distance      Geod. Az  |
 GE1021|                                                           dddmmss.s |
 GE1021| CI4162 CORN 2 RM 3                          21.701 METERS 01729     |
 GE1021| CI4163 CORN 2 RM 4                          36.449 METERS 11042     |
 GE1021| GE1017 CORNING GRAIN DRIER                 APPROX. 4.1 KM 1651115.7 |
 GE1021| GE1019 CORNING MUNICIPAL TANK              APPROX. 4.7 KM 1723958.2 |
 GE1021| CI4161 CORN 2 AZ MK                                       1845405.4 |
 GE1021|---------------------------------------------------------------------|
 GE1021
 GE1021                          SUPERSEDED SURVEY CONTROL
 GE1021
 GE1021  NAD 83(1986)-  36 27 11.97014(N)    090 35 06.43833(W) AD(       ) 2
 GE1021  NAD 27      -  36 27 11.75380(N)    090 35 06.03690(W) AD(       ) 2
 GE1021
 GE1021.Superseded values are not recommended for survey control.
 GE1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1021.See file dsdata.txt to determine how the superseded data were derived.
 GE1021
 GE1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1641436941(NAD 83)
 GE1021_MARKER: DS = TRIANGULATION STATION DISK
 GE1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1021
 GE1021  HISTORY     - Date     Condition        Report By
 GE1021  HISTORY     - 1957     MONUMENTED       CGS
 GE1021  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE1021
 GE1021                          STATION DESCRIPTION
 GE1021
 GE1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1021'THE STATION IS 8 MILES SOUTHWEST OF NEELYVILLE, 3 MILES
 GE1021'NORTH OF CORNING AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 GE1021'67.  IT IS IN THE NORTHWEST 1/4 OF SECTION 19, T21N, R5E.
 GE1021'
 GE1021'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GE1021'62 AND 67 IN CORNING, GO NORTH ON HIGHWAY 67 FOR 2.5 MILES TO
 GE1021'A FARM DRIVEWAY AND THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GE1021'NORTH ON THE HIGHWAY FOR 0.4 MILE TO THE STATION ON THE LEFT.
 GE1021'
 GE1021'THE STATION MARKS ARE STANDARD DISKS, STAMPED CORN 2 1957.
 GE1021'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GE1021'POST WHICH PROJECTS 4 INCHES.  IT IS 165 FEET SOUTHWEST OF
 GE1021'THE CENTER OF THE INTERSECTION OF A CROSSROADS ON HIGHWAY
 GE1021'67, 134 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GE1021'LANDMARK BAPTIST CHURCH, 66 FEET EAST OF THE CENTER OF A
 GE1021'COUNTY ROAD, 60 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY
 GE1021'AND 50 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY.  A WHITE
 GE1021'POST WAS SET 1 FOOT NORTH OF THE MARK.  THE UNDERGROUND
 GE1021'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 GE1021'THE GROUND SURFACE.
 GE1021'
 GE1021'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CORN 2 NO 3 1957,
 GE1021'SET IN A DRILL HOLE IN THE CONCRETE BASE OF A MEMORIAL MARKER
 GE1021'SIGN AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 106 FEET
 GE1021'SOUTHWEST OF THE CENTER OF THE CROSSROADS, 61 FEET NORTHWEST
 GE1021'OF THE CENTER OF THE HIGHWAY AND 22 FEET SOUTH OF THE CENTER
 GE1021'OF THE DRIVEWAY.
 GE1021'
 GE1021'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CORN 2 NO 4
 GE1021'1957, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH
 GE1021'PROJECTS 5 INCHES.  IT IS 175 FEET SOUTH OF THE CENTER OF THE
 GE1021'CROSSROADS, 61 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY
 GE1021'AND 1 FOOT SOUTH OF A RIGHT-OF-WAY MARKER.
 GE1021'
 GE1021'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CORN 2 1957,
 GE1021'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS
 GE1021'5 INCHES.  IT IS 61 FEET WEST OF THE CENTER OF THE HIGHWAY,
 GE1021'15 FEET NORTH OF THE CENTER OF THE FARM DRIVEWAY AND 3 FEET
 GE1021'NORTHEAST OF A POWERLINE POLE.  A WHITE POST WAS SET 1 FOOT
 GE1021'SOUTH OF THE MARK.
 GE1021'
 GE1021'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1021
 GE1021                          STATION RECOVERY (2002)
 GE1021
 GE1021'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5155 ***********************************************************************
 DG5155  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5155  DESIGNATION -  CORNERSTONE2 COOP CORS ARP
 DG5155  CORS_ID     -  ARK1
 DG5155  PID         -  DG5155
 DG5155  STATE/COUNTY-  AR/PULASKI
 DG5155  USGS QUAD   -  ALEXANDER (1986)
 DG5155
 DG5155                         *CURRENT SURVEY CONTROL
 DG5155  ___________________________________________________________________
 DG5155* NAD 83(CORS)-  34 44 35.13299(N)    092 24 11.60593(W)     ADJUSTED  
 DG5155* NAVD 88     -                                                        
 DG5155  ___________________________________________________________________
 DG5155  EPOCH DATE  -        2002.00
 DG5155  X           -    -220,009.196 (meters)                     COMP
 DG5155  Y           -  -5,242,210.380 (meters)                     COMP
 DG5155  Z           -   3,614,555.400 (meters)                     COMP
 DG5155  ELLIP HEIGHT-         125.64  (meters)          (02/??/04) GPS OBS
 DG5155  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DG5155
 DG5155  HORZ ORDER  -  SPECIAL (CORS)
 DG5155  ELLP ORDER  -  SPECIAL (CORS)
 DG5155
 DG5155.ITRF positions are available for this station.
 DG5155.The coordinates were established by GPS observations
 DG5155.and adjusted by the National Geodetic Survey in February 2004..
 DG5155.The coordinates are valid at the epoch date displayed above.
 DG5155.The epoch date for horizontal control is a decimal equivalence
 DG5155.of Year/Month/Day.
 DG5155
 DG5155
 DG5155.The PID for the CORS L1 Phase Center is DG5156.
 DG5155
 DG5155.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5155
 DG5155.The ellipsoidal height was determined by GPS observations
 DG5155.and is referenced to NAD 83.
 DG5155
 DG5155.The geoid height was determined by GEOID03.
 DG5155
 DG5155;                    North         East     Units Scale Factor Converg.
 DG5155;SPC AR S     -   630,381.386   363,076.040   MT  0.99999483   -0 13 32.5
 DG5155;SPC AR S     - 2,068,176.26  1,191,191.97   sFT  0.99999483   -0 13 32.5
 DG5155
 DG5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5155!SPC AR S     -   0.99998028  x   0.99999483  =   0.99997511
 DG5155
 DG5155                          SUPERSEDED SURVEY CONTROL
 DG5155
 DG5155.No superseded survey control is available for this station.
 DG5155
 DG5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5462744716(NAD 83)
 DG5155_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5155
 DG5155                          STATION DESCRIPTION
 DG5155
 DG5155'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5155'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5155'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5155'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5155'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5155'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5156 ***********************************************************************
 DG5156  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5156  DESIGNATION -  CORNERSTONE2 COOP CORS L1 PHASE CENTER
 DG5156  CORS_ID     -  ARK1
 DG5156  PID         -  DG5156
 DG5156  STATE/COUNTY-  AR/PULASKI
 DG5156  USGS QUAD   -  ALEXANDER (1986)
 DG5156
 DG5156                         *CURRENT SURVEY CONTROL
 DG5156  ___________________________________________________________________
 DG5156* NAD 83(CORS)-  34 44 35.13307(N)    092 24 11.60588(W)     ADJUSTED  
 DG5156* NAVD 88     -                                                        
 DG5156  ___________________________________________________________________
 DG5156  EPOCH DATE  -        2002.00
 DG5156  X           -    -220,009.198 (meters)                     COMP
 DG5156  Y           -  -5,242,210.469 (meters)                     COMP
 DG5156  Z           -   3,614,555.465 (meters)                     COMP
 DG5156  ELLIP HEIGHT-         125.75  (meters)          (02/??/04) GPS OBS
 DG5156  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DG5156
 DG5156  HORZ ORDER  -  SPECIAL (CORS)
 DG5156  ELLP ORDER  -  SPECIAL (CORS)
 DG5156
 DG5156.ITRF positions are available for this station.
 DG5156.The coordinates were established by GPS observations
 DG5156.and adjusted by the National Geodetic Survey in February 2004..
 DG5156.The coordinates are valid at the epoch date displayed above.
 DG5156.The epoch date for horizontal control is a decimal equivalence
 DG5156.of Year/Month/Day.
 DG5156
 DG5156
 DG5156.The PID for the CORS ARP is DG5155.
 DG5156
 DG5156.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5156
 DG5156.The ellipsoidal height was determined by GPS observations
 DG5156.and is referenced to NAD 83.
 DG5156
 DG5156.The geoid height was determined by GEOID03.
 DG5156
 DG5156;                    North         East     Units Scale Factor Converg.
 DG5156;SPC AR S     -   630,381.389   363,076.041   MT  0.99999483   -0 13 32.5
 DG5156;SPC AR S     - 2,068,176.27  1,191,191.98   sFT  0.99999483   -0 13 32.5
 DG5156
 DG5156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5156!SPC AR S     -   0.99998026  x   0.99999483  =   0.99997509
 DG5156
 DG5156                          SUPERSEDED SURVEY CONTROL
 DG5156
 DG5156.No superseded survey control is available for this station.
 DG5156
 DG5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5462744716(NAD 83)
 DG5156_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5156
 DG5156                          STATION DESCRIPTION
 DG5156
 DG5156'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5156'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5156'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5156'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5156'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5156'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2109 ***********************************************************************
 DK2109  DESIGNATION -  CORNERVILLE
 DK2109  PID         -  DK2109
 DK2109  STATE/COUNTY-  AR/LINCOLN
 DK2109  USGS QUAD   -  CORNERVILLE (1973)
 DK2109
 DK2109                         *CURRENT SURVEY CONTROL
 DK2109  ___________________________________________________________________
 DK2109* NAD 83(1997)-  33 50 36.68247(N)    091 56 36.74865(W)     ADJUSTED  
 DK2109* NAVD 88     -        75.16   (+/-2cm)     246.6    (feet)  VERTCON   
 DK2109  ___________________________________________________________________
 DK2109  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DK2109  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DK2109
 DK2109  HORZ ORDER  -  SECOND
 DK2109  VERT ORDER  -  THIRD ? (See Below)
 DK2109
 DK2109.The horizontal coordinates were established by classical geodetic methods
 DK2109.and adjusted by the National Geodetic Survey in September 1999..
 DK2109
 DK2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2109.The vertical order pertains to the NGVD 29 superseded value.
 DK2109
 DK2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2109
 DK2109.The geoid height was determined by GEOID03.
 DK2109
 DK2109;                    North         East     Units Scale Factor Converg.
 DK2109;SPC AR S     -   530,529.016   405,225.073   MT  0.99992399   +0 01 53.8
 DK2109;SPC AR S     - 1,740,577.28  1,329,475.93   sFT  0.99992399   +0 01 53.8
 DK2109;UTM  15      - 3,745,308.221   597,742.318   MT  0.99971777   +0 35 18.3
 DK2109
 DK2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2109!SPC AR S     -   0.99999225  x   0.99992399  =   0.99991624
 DK2109!UTM  15      -   0.99999225  x   0.99971777  =   0.99971003
 DK2109
 DK2109|---------------------------------------------------------------------|
 DK2109| PID    Reference Object                     Distance      Geod. Az  |
 DK2109|                                                           dddmmss.s |
 DK2109| CY5877 CORNERVILLE RM 1                     23.853 METERS 16339     |
 DK2109| CY5472 CORNERVILLE AZ MK                                  2522344.0 |
 DK2109| CY5878 CORNERVILLE RM 2                     25.631 METERS 25400     |
 DK2109| DK2111 GLENDALE RAD STA KKY 559 MAST       APPROX.13.3 KM 3540312.9 |
 DK2109| DK2110 GLENDALE STANDARD OIL WATER TK      APPROX.13.0 KM 3541034.7 |
 DK2109|---------------------------------------------------------------------|
 DK2109
 DK2109                          SUPERSEDED SURVEY CONTROL
 DK2109
 DK2109  NAD 83(1986)-  33 50 36.69204(N)    091 56 36.74249(W) AD(       ) 2
 DK2109  NAD 27      -  33 50 36.32177(N)    091 56 36.24968(W) AD(       ) 2
 DK2109  NGVD 29 (07/19/86)   75.25   (m)          246.9    (f) LEVELING    3  
 DK2109
 DK2109.Superseded values are not recommended for survey control.
 DK2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2109.See file dsdata.txt to determine how the superseded data were derived.
 DK2109
 DK2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9774245308(NAD 83)
 DK2109_MARKER: DS = TRIANGULATION STATION DISK
 DK2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK2109
 DK2109  HISTORY     - Date     Condition        Report By
 DK2109  HISTORY     - 1964     MONUMENTED       CGS
 DK2109
 DK2109                          STATION DESCRIPTION
 DK2109
 DK2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DK2109'AT THE WEST EDGE OF CORNERVILLE, IN THE NORTHEAST 1/4 OF SEC.
 DK2109'17, T-10-S, R-8-W, AND ON ROAD RIGHT-OF-WAY.  IT IS ABOUT 250
 DK2109'FEET WEST OF A FRAME HOUSE, 115 FEET NORTHWEST OF THE CORNERVILLE
 DK2109'CITY LIMIT SIGN, 36 FEET NORTH OF THE CENTERLINE OF STATE
 DK2109'HIGHWAY 11, AND 1 FOOT SOUTHEAST OF A FENCE AND A WITNESS
 DK2109'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CORNERVILLE
 DK2109'1964.
 DK2109'
 DK2109'TO REACH FROM THE CORNERVILLE METHODIST CHURCH, GO WEST ON
 DK2109'STATE HIGHWAY 11 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 DK2109'
 DK2109'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 DK2109'HIGHWAY 11 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DK2109'
 DK2109'REFERENCE MARK 1 IS 78 FEET SOUTHEAST OF THE WITNESS POST,
 DK2109'43 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 DK2109'NORTH OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 DK2109'DISK IS STAMPED CORNERVILLE NO 1 1964.
 DK2109'
 DK2109'REFERENCE MARK 2 IS 84 FEET SOUTHWEST OF THE WITNESS POST,
 DK2109'37 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTHEAST
 DK2109'OF THE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 DK2109'IS STAMPED CORNERVILLE NO 2 1964.
 DK2109'
 DK2109'AZIMUTH MARK IS 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 DK2109'18 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, AND
 DK2109'1 FOOT NORTHEAST OF A WITNESS POST.  THE MONUMENT PROJECTS
 DK2109'4 INCHES AND THE DISK IS STAMPED CORNERVILLE 1964.
 DK2109'
 DK2109'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1369 ***********************************************************************
 DL1369  DESIGNATION -  CORNIE
 DL1369  PID         -  DL1369
 DL1369  STATE/COUNTY-  AR/UNION
 DL1369  USGS QUAD   -  MARYSVILLE (1985)
 DL1369
 DL1369                         *CURRENT SURVEY CONTROL
 DL1369  ___________________________________________________________________
 DL1369* NAD 83(1997)-  33 08 07.92885(N)    092 56 27.75574(W)     ADJUSTED  
 DL1369* NAVD 88     -        89.8    (meters)     295.     (feet)  VERTCON   
 DL1369  ___________________________________________________________________
 DL1369  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DL1369  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1369
 DL1369  HORZ ORDER  -  FIRST
 DL1369
 DL1369.The horizontal coordinates were established by classical geodetic methods
 DL1369.and adjusted by the National Geodetic Survey in September 1999..
 DL1369
 DL1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1369
 DL1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1369
 DL1369.The geoid height was determined by GEOID03.
 DL1369
 DL1369;                    North         East     Units Scale Factor Converg.
 DL1369;SPC AR S     -   452,408.442   312,188.868   MT  1.00004053   -0 31 36.1
 DL1369;SPC AR S     - 1,484,276.70  1,024,239.64   sFT  1.00004053   -0 31 36.1
 DL1369;UTM  15      - 3,666,314.165   505,499.057   MT  0.99960037   +0 01 56.0
 DL1369
 DL1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1369!SPC AR S     -   0.99999002  x   1.00004053  =   1.00003055
 DL1369!UTM  15      -   0.99999002  x   0.99960037  =   0.99959040
 DL1369
 DL1369:                Primary Azimuth Mark                     Grid Az
 DL1369:SPC AR S     -  CAIRO FOREST SERV LOT 81                 025 56 45.0
 DL1369:UTM  15      -  CAIRO FOREST SERV LOT 81                 025 23 12.9
 DL1369
 DL1369|---------------------------------------------------------------------|
 DL1369| PID    Reference Object                     Distance      Geod. Az  |
 DL1369|                                                           dddmmss.s |
 DL1369| DL1368 CAIRO FOREST SERV LOT 81            APPROX.13.3 KM 0252508.9 |
 DL1369| CY5879 CORNIE RM 1                          25.445 METERS 02925     |
 DL1369| DL1477 HAYES                               APPROX.11.3 KM 2181132.8 |
 DL1369| DL1370 CORNIE RM A                          25.041 METERS 28849     |
 DL1369| CY5880 CORNIE RM 2                          27.045 METERS 31045     |
 DL1369| CY5881 CORNIE RM 3                                        3344036.4 |
 DL1369|---------------------------------------------------------------------|
 DL1369
 DL1369                          SUPERSEDED SURVEY CONTROL
 DL1369
 DL1369  NAD 83(1997)-  33 08 07.93754(N)    092 56 27.74727(W) AD(       ) 1
 DL1369  NAD 83(1986)-  33 08 07.94091(N)    092 56 27.74630(W) AD(       ) 1
 DL1369  NAD 27      -  33 08 07.45873(N)    092 56 27.16723(W) AD(       ) 1
 DL1369  NGVD 29 (07/19/86)   89.9    (m)          295.     (f) VERT ANG       
 DL1369
 DL1369.Superseded values are not recommended for survey control.
 DL1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1369.See file dsdata.txt to determine how the superseded data were derived.
 DL1369
 DL1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0549966314(NAD 83)
 DL1369_MARKER: DS = TRIANGULATION STATION DISK
 DL1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1369
 DL1369  HISTORY     - Date     Condition        Report By
 DL1369  HISTORY     - 1965     MONUMENTED       CGS
 DL1369
 DL1369                          STATION DESCRIPTION
 DL1369
 DL1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1369'STATION IS LOCATED ABOUT 12 MILES SOUTH OF MOUNT HOLLY,
 DL1369'6-1/2 MILES SOUTH OF MARYSVILLE, 6 MILES NORTHWEST OF
 DL1369'ASH BRANCH, IN SECTION 26.  T 18 S.  R 18 W AND ON TIMBER LAND
 DL1369'WHICH IS OWNED BY MRS WILLIAM R. WATTS AND F.P. MC KENNEY
 DL1369'OF 20 SOUTHEAST FIRST STREET, MIAMI 32, FLORIDA.
 DL1369'
 DL1369'STATION IS REACHED FROM THE POST OFFICE IN MOUNT HOLLY.  GO
 DL1369'EAST AND SOUTH ON STATE HIGHWAY 57 FOR 5.25 MILES TO THE
 DL1369'JUNCTION WITH U.S. HIGHWAY 82.  TURN LEFT AND GO EAST ON
 DL1369'HIGHWAY 82 FOR 0.05 MILE.  TURN RIGHT AND CONTINUE SOUTH
 DL1369'ON A GRAVELED ROAD FOR 2.9 MILES TO A T-ROAD JUNCTION.  TURN
 DL1369'LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE.  TURN RIGHT
 DL1369'AND FOLLOW A GRAVELED ROAD, SOUTH AND EAST FOR 3.25 MILES.
 DL1369'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO A
 DL1369'POINT WHERE THE ROAD CURVES TO THE LEFT.  REFERENCE MARK
 DL1369'NUMBER 3 (AZ.MK.) IS ON THE RIGHT.  CONTINUE STRAIGHT
 DL1369'AHEAD ON THE GRAVELED ROAD, SOUTHEAST FOR 0.1 MILE TO A DIM WOODS
 DL1369'ROAD RIGHT AND THE STATION AS DESCRIBED BELOW.
 DL1369'
 DL1369'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND
 DL1369'CONCRETE MONUMENTS.
 DL1369'
 DL1369'STATION MARK DISK IS STAMPED CORNIE 1965 AND THE MARK
 DL1369'PROJECTS ABOUT 3 INCHES.  MARK IS 52 FEET SOUTH OF THE
 DL1369'JUNCTION OF A NORTHWEST-SOUTHEAST GRAVELED ROAD AND A DIM
 DL1369'WOODS ROAD WHICH LEADS SOUTHWEST FROM THE GRAVELED ROAD, 24.5
 DL1369'FEET SOUTHEAST OF A TRIANGULAR BLAZED 15-INCH OAK TREE AND
 DL1369'4.9 FEET NORTHEAST OF A METAL WITNESS POST.
 DL1369'
 DL1369'REFERENCE MARK NUMBER 1 DISK IS STAMPED CORNIE NO 1 1965
 DL1369'AND THE MARK PROJECTS ABOUT 4 INCHES.  MARK IS 38 FEET
 DL1369'NORTHEAST OF THE JUNCTION OF THE TWO ROADS AND 1.6 FEET
 DL1369'SOUTHWEST OF A METAL WITNESS POST.
 DL1369'
 DL1369'REFERENCE MARK NUMBER 2 DISK IS STAMPED CORNIE NO 2 1965
 DL1369'AND THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS 66 FEET WEST
 DL1369'OF THE TRIANGULAR BLAZED OAK TREE, 11-1/2 FEET NORTHWEST
 DL1369'OF THE CENTER OF THE WOODS ROAD AND 2.7 FEET NORTHEAST
 DL1369'OF A 10-INCH OAK TREE WHICH HAS A METAL WITNESS SIGN
 DL1369'ATTACHED.
 DL1369'
 DL1369'REFERENCE MARK NUMBER 3 DISK (AZ.MK.) IS STAMPED CORNIE
 DL1369'NO 3 1965 AND THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS 25
 DL1369'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 14 FEET NORTH OF
 DL1369'THE CENTER OF A DIM WOODS ROAD AND 1.5 FEET EAST OF A METAL
 DL1369'WITNESS POST.
 DL1369'
 DL1369'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1370 ***********************************************************************
 DL1370  DESIGNATION -  CORNIE RM A
 DL1370  PID         -  DL1370
 DL1370  STATE/COUNTY-  AR/UNION
 DL1370  USGS QUAD   -  MARYSVILLE (1985)
 DL1370
 DL1370                         *CURRENT SURVEY CONTROL
 DL1370  ___________________________________________________________________
 DL1370* NAD 83(1997)-  33 08 08.19102(N)    092 56 28.67022(W)     ADJUSTED  
 DL1370* NAVD 88     -        90.1    (meters)     296.     (feet)  VERTCON   
 DL1370  ___________________________________________________________________
 DL1370  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DL1370  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1370
 DL1370  HORZ ORDER  -  FIRST
 DL1370
 DL1370.The horizontal coordinates were established by classical geodetic methods
 DL1370.and adjusted by the National Geodetic Survey in September 1999..
 DL1370
 DL1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1370
 DL1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1370
 DL1370.The geoid height was determined by GEOID03.
 DL1370
 DL1370;                    North         East     Units Scale Factor Converg.
 DL1370;SPC AR S     -   452,416.737   312,165.239   MT  1.00004051   -0 31 36.6
 DL1370;SPC AR S     - 1,484,303.91  1,024,162.12   sFT  1.00004051   -0 31 36.6
 DL1370;UTM  15      - 3,666,322.225   505,475.359   MT  0.99960037   +0 01 55.5
 DL1370
 DL1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1370!SPC AR S     -   0.99998998  x   1.00004051  =   1.00003048
 DL1370!UTM  15      -   0.99998998  x   0.99960037  =   0.99959035
 DL1370
 DL1370:                Primary Azimuth Mark                     Grid Az
 DL1370:SPC AR S     -  CAIRO FOREST SERV LOT 81                 026 03 11.6
 DL1370:UTM  15      -  CAIRO FOREST SERV LOT 81                 025 29 39.5
 DL1370
 DL1370|---------------------------------------------------------------------|
 DL1370| PID    Reference Object                     Distance      Geod. Az  |
 DL1370|                                                           dddmmss.s |
 DL1370| DL1368 CAIRO FOREST SERV LOT 81            APPROX.13.3 KM 0253135.0 |
 DL1370| DL1369 CORNIE                               25.041 METERS 10849     |
 DL1370| DL1477 HAYES                               APPROX.11.3 KM 2180419.5 |
 DL1370|---------------------------------------------------------------------|
 DL1370
 DL1370                          SUPERSEDED SURVEY CONTROL
 DL1370
 DL1370  NAD 83(1997)-  33 08 08.19971(N)    092 56 28.66176(W) AD(       ) 1
 DL1370  NAD 83(1986)-  33 08 08.20319(N)    092 56 28.66119(W) AD(       ) 1
 DL1370  NAD 27      -  33 08 07.72095(N)    092 56 28.08168(W) AD(       ) 1
 DL1370  NGVD 29 (07/19/86)   90.2    (m)          296.     (f) VERT ANG       
 DL1370
 DL1370.Superseded values are not recommended for survey control.
 DL1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1370.See file dsdata.txt to determine how the superseded data were derived.
 DL1370
 DL1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0547566322(NAD 83)
 DL1370_MARKER: DS = TRIANGULATION STATION DISK
 DL1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1370+STABILITY: SURFACE MOTION
 DL1370
 DL1370  HISTORY     - Date     Condition        Report By
 DL1370  HISTORY     - 1965     MONUMENTED       CGS
 DL1370
 DL1370                          STATION DESCRIPTION
 DL1370
 DL1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1370'STATION IS LOCATED ABOUT 12 MILES SOUTH OF MOUNT HOLLY,
 DL1370'ABOUT 6-1/2 MILES SOUTH OF MARYSVILLE, AND ABOUT 6 MILES
 DL1370'NORTHWEST OF ASH BRANCH, IN SECTION 26.  T 18 S.  R 18 W.  IT IS
 DL1370'NEAR THE SAME LOCATION AS TRIANGULATION STATION CORNIE
 DL1370'1965.  STATION IS MARKED BY A STANDARD DISK THAT IS
 DL1370'CEMENTED IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 DL1370'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 DL1370'IS STAMPED CORNIE RM A 1965.  IT IS 21 FEET SOUTH OF
 DL1370'THE APPROXIMATE CENTER OF SAND TRACK ROAD, 16 FEET WEST OF A
 DL1370'14 INCH PINE TREE WITH TRIANGLE BLAZE, 9-1/2 FEET
 DL1370'NORTH-NORTHEAST OF A 7 INCH GUM TREE WITH TRIANGLE BLAZE
 DL1370'AND 5.2 FEET NORTHEAST OF METAL WITNESS POST WITH SIGN
 DL1370'ATTACHED.
 DL1370'
 DL1370'OBSERVATIONS WERE TAKEN FROM A 90 FOOT STEEL TOWER.
 DL1370'
 DL1370'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DL1370'CORNIE 1965 A DISTANCE OF 25.041 METERS OR 82.15 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1017 ***********************************************************************
 GE1017  DESIGNATION -  CORNING GRAIN DRIER
 GE1017  PID         -  GE1017
 GE1017  STATE/COUNTY-  AR/CLAY
 GE1017  USGS QUAD   -  CORNING (1964)
 GE1017
 GE1017                         *CURRENT SURVEY CONTROL
 GE1017  ___________________________________________________________________
 GE1017* NAD 83(1997)-  36 25 02.85234(N)    090 34 24.19552(W)     ADJUSTED  
 GE1017* NAVD 88     -                                                        
 GE1017  ___________________________________________________________________
 GE1017  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GE1017  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE1017
 GE1017  HORZ ORDER  -  THIRD
 GE1017
 GE1017.The horizontal coordinates were established by classical geodetic methods
 GE1017.and adjusted by the National Geodetic Survey in September 1999..
 GE1017
 GE1017
 GE1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1017
 GE1017.The geoid height was determined by GEOID03.
 GE1017
 GE1017;                    North         East     Units Scale Factor Converg.
 GE1017;SPC AR N     -   232,154.837   527,948.138   MT  1.00004159   +0 49 48.5
 GE1017;SPC AR N     -   761,661.33  1,732,109.85   sFT  1.00004159   +0 49 48.5
 GE1017;SPC MO E     -    64,813.540   243,418.587   MT  0.99993387   -0 02 36.8
 GE1017;UTM  15      - 4,032,988.457   717,565.704   MT  1.00018323   +1 26 28.2
 GE1017
 GE1017                          SUPERSEDED SURVEY CONTROL
 GE1017
 GE1017  NAD 83(1986)-  36 25 02.85889(N)    090 34 24.19542(W) AD(       ) 4
 GE1017  NAD 27      -  36 25 02.63800(N)    090 34 23.79500(W) AD(       ) 3
 GE1017
 GE1017.Superseded values are not recommended for survey control.
 GE1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1017.See file dsdata.txt to determine how the superseded data were derived.
 GE1017
 GE1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1756632988(NAD 83)
 GE1017
 GE1017  HISTORY     - Date     Condition        Report By
 GE1017  HISTORY     - 1955     FIRST OBSERVED   CGS
 GE1017
 GE1017                          STATION DESCRIPTION
 GE1017
 GE1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1017'THE STATION IS LOCATED 1 MILE NORTH OF THE CENTER OF CORNING.  IT
 GE1017'MADE UP OF SEVERAL LARGE CONCRETE CYLINDERS WITH A SQUARE
 GE1017'HOUSE ON THE NORTH END.  IT IS 185 FEET HIGH AND THE POINT
 GE1017'INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1019 ***********************************************************************
 GE1019  DESIGNATION -  CORNING MUNICIPAL TANK
 GE1019  PID         -  GE1019
 GE1019  STATE/COUNTY-  AR/CLAY
 GE1019  USGS QUAD   -  CORNING (1964)
 GE1019
 GE1019                         *CURRENT SURVEY CONTROL
 GE1019  ___________________________________________________________________
 GE1019* NAD 83(1997)-  36 24 41.12117(N)    090 34 42.42015(W)     ADJUSTED  
 GE1019* NAVD 88     -                                                        
 GE1019  ___________________________________________________________________
 GE1019  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GE1019  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GE1019
 GE1019  HORZ ORDER  -  THIRD
 GE1019
 GE1019.The horizontal coordinates were established by classical geodetic methods
 GE1019.and adjusted by the National Geodetic Survey in September 1999..
 GE1019
 GE1019
 GE1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1019
 GE1019.The geoid height was determined by GEOID03.
 GE1019
 GE1019;                    North         East     Units Scale Factor Converg.
 GE1019;SPC AR N     -   231,478.469   527,503.811   MT  1.00004006   +0 49 37.9
 GE1019;SPC AR N     -   759,442.28  1,730,652.09   sFT  1.00004006   +0 49 37.9
 GE1019;SPC MO E     -    64,144.098   242,964.046   MT  0.99993394   -0 02 47.6
 GE1019;UTM  15      - 4,032,307.295   717,128.552   MT  1.00018089   +1 26 16.6
 GE1019
 GE1019                          SUPERSEDED SURVEY CONTROL
 GE1019
 GE1019  NAD 83(1986)-  36 24 41.12786(N)    090 34 42.42001(W) AD(       ) 4
 GE1019  NAD 27      -  36 24 40.90600(N)    090 34 42.02000(W) AD(       ) 3
 GE1019
 GE1019.Superseded values are not recommended for survey control.
 GE1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1019.See file dsdata.txt to determine how the superseded data were derived.
 GE1019
 GE1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1712932307(NAD 83)
 GE1019_MARKER: 53 = ELEVATED TANK
 GE1019
 GE1019  HISTORY     - Date     Condition        Report By
 GE1019  HISTORY     - 1955     FIRST OBSERVED   CGS
 GE1019
 GE1019                          STATION DESCRIPTION
 GE1019
 GE1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1019'THE STATION IS LOCATED AT THE NORTH EDGE OF CORNING.  IT IS
 GE1019'AN ELEVATED TANK, SILVER IN COLOR AND 125 FEET HIGH.  IT
 GE1019'IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS, THE POINT INTERSECTED
 GE1019'WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1185 ***********************************************************************
 GE1185  DESIGNATION -  CORNPORT
 GE1185  PID         -  GE1185
 GE1185  STATE/COUNTY-  AR/CLAY
 GE1185  USGS QUAD   -  DATTO (1964)
 GE1185
 GE1185                         *CURRENT SURVEY CONTROL
 GE1185  ___________________________________________________________________
 GE1185* NAD 83(1997)-  36 24 16.77702(N)    090 38 56.47453(W)     ADJUSTED  
 GE1185* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 GE1185  ___________________________________________________________________
 GE1185  X           -     -58,216.988 (meters)                     COMP
 GE1185  Y           -  -5,139,196.685 (meters)                     COMP
 GE1185  Z           -   3,764,460.642 (meters)                     COMP
 GE1185  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GE1185  ELLIP HEIGHT-          60.34  (meters)          (09/24/01) GPS OBS
 GE1185  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GE1185
 GE1185  HORZ ORDER  -  FIRST
 GE1185  ELLP ORDER  -  FOURTH    CLASS II
 GE1185
 GE1185.This mark is at Corning Airport (4M9)
 GE1185
 GE1185.The horizontal coordinates were established by GPS observations
 GE1185.and adjusted by the National Geodetic Survey in September 1999..
 GE1185
 GE1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1185
 GE1185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1185
 GE1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1185
 GE1185.The ellipsoidal height was determined by GPS observations
 GE1185.and is referenced to NAD 83.
 GE1185
 GE1185.The geoid height was determined by GEOID03.
 GE1185
 GE1185;                    North         East     Units Scale Factor Converg.
 GE1185;SPC AR N     -   230,639.009   521,184.784   MT  1.00003836   +0 47 10.1
 GE1185;SPC AR N     -   756,688.15  1,709,920.41   sFT  1.00003836   +0 47 10.1
 GE1185;UTM  15      - 4,031,400.473   710,818.035   MT  1.00014762   +1 23 44.8
 GE1185
 GE1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1185!SPC AR N     -   0.99999053  x   1.00003836  =   1.00002889
 GE1185!UTM  15      -   0.99999053  x   1.00014762  =   1.00013815
 GE1185
 GE1185:                Primary Azimuth Mark                     Grid Az
 GE1185:SPC AR N     -  CORNPORT AZ MK                           179 24 16.4
 GE1185:UTM  15      -  CORNPORT AZ MK                           178 47 41.7
 GE1185
 GE1185|---------------------------------------------------------------------|
 GE1185| PID    Reference Object                     Distance      Geod. Az  |
 GE1185|                                                           dddmmss.s |
 GE1185| GE1186 CORNPORT AZ MK                      473.840 METERS 1801126.5 |
 GE1185|---------------------------------------------------------------------|
 GE1185
 GE1185                          SUPERSEDED SURVEY CONTROL
 GE1185
 GE1185  ELLIP H (09/14/99)   60.43   (m)                       GP(       ) 4 1
 GE1185  NAD 83(1986)-  36 24 16.78649(N)    090 38 56.47526(W) AD(       ) 1
 GE1185  NGVD 29 (11/13/90)   89.0    (m)          292.     (f) GPS OBS        
 GE1185
 GE1185.Superseded values are not recommended for survey control.
 GE1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1185.See file dsdata.txt to determine how the superseded data were derived.
 GE1185
 GE1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1081831400(NAD 83)
 GE1185_MARKER: I = METAL ROD
 GE1185_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1185_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1185_STAMPING: CORNPORT 1990
 GE1185_MARK LOGO: NGS   
 GE1185_PROJECTION: FLUSH
 GE1185_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1185+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GE1185_ROD/PIPE-DEPTH: 20.2 meters
 GE1185_SLEEVE-DEPTH  : 0.93 meters
 GE1185
 GE1185  HISTORY     - Date     Condition        Report By
 GE1185  HISTORY     - 1990     MONUMENTED       NGS
 GE1185  HISTORY     - 20020917 GOOD             USACE
 GE1185
 GE1185                          STATION DESCRIPTION
 GE1185
 GE1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1185'STATION IS LOCATED ABOUT 10.7 KM (6.6 MI) NORTHWEST OF KNOBEL, 7.6 KM
 GE1185'(4.7 MI) NORTHEAST OF DATTO, AND 6.1 KM (3.8 MI) WEST OF CORNING. AT
 GE1185'THE CORNING MUNICIPAL AIRPORT. OWNERSHIP--CITY OF CORNING AR 72422.
 GE1185'AIRPORT MANAGER IS CHARLES WIEDEMAN (JIMMY BALLANGER, ASST.) P.O.BOX
 GE1185'454, CORNING AR 72422.  PHONE IS 501-276-5233.
 GE1185'TO REACH FROM THE POST OFFICE IN CORNING, GO WEST AND NORTH ON
 GE1185'U.S.HIGHWAY 62 (WEST ELM STREET) FOR 0.41 KM (0.25 MI) TO THE
 GE1185'JUNCTION OF U.S. HIGHWAY 67.  TURN LEFT AND GO WEST ALONG U.S.
 GE1185'HIGHWAY 67 AND 62 FOR 5.73 KM (3.56 MI) TO A PAVED ROAD ON THE LEFT.
 GE1185'TURN LEFT AND GO SOUTH AND EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.75
 GE1185'KM (0.47 MI) TO TAXIWAY AND THE AIRPORT OFFICE (HART AVIATION HANGER)
 GE1185'ON THE LEFT. TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.12 KM
 GE1185'(0.07 MI) TO A APRON AND THE STATION ON THE LEFT.
 GE1185'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GE1185'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, 24.6 M
 GE1185'(80.7 FT) WEST FROM A TAXIWAY CENTERLINE, 13.5 M (44.3 FT) EAST FROM
 GE1185'THE APPROXIMATE CENTER OF THE TAXIWAY, 6.3 M (20.7 FT) NORTH OF THE
 GE1185'NORTH EDGE OF THE APRON.
 GE1185'DESCRIBED BY R.D.BALL.
 GE1185
 GE1185                          STATION RECOVERY (2002)
 GE1185
 GE1185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1186 ***********************************************************************
 GE1186  DESIGNATION -  CORNPORT AZ MK
 GE1186  PID         -  GE1186
 GE1186  STATE/COUNTY-  AR/CLAY
 GE1186  USGS QUAD   -  DATTO (1964)
 GE1186
 GE1186                         *CURRENT SURVEY CONTROL
 GE1186  ___________________________________________________________________
 GE1186* NAD 83(1997)-  36 24 01.40468(N)    090 38 56.53782(W)     ADJUSTED  
 GE1186* NAVD 88     -        88.8    (meters)     291.     (feet)  VERTCON   
 GE1186  ___________________________________________________________________
 GE1186  X           -     -58,221.749 (meters)                     COMP
 GE1186  Y           -  -5,139,477.691 (meters)                     COMP
 GE1186  Z           -   3,764,079.143 (meters)                     COMP
 GE1186  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GE1186  ELLIP HEIGHT-          60.14  (meters)          (09/24/01) GPS OBS
 GE1186  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GE1186
 GE1186  HORZ ORDER  -  FIRST
 GE1186  ELLP ORDER  -  FOURTH    CLASS II
 GE1186
 GE1186.This mark is at Corning Airport (4M9)
 GE1186
 GE1186.The horizontal coordinates were established by GPS observations
 GE1186.and adjusted by the National Geodetic Survey in September 1999..
 GE1186
 GE1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1186
 GE1186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1186
 GE1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1186
 GE1186.The ellipsoidal height was determined by GPS observations
 GE1186.and is referenced to NAD 83.
 GE1186
 GE1186.The geoid height was determined by GEOID03.
 GE1186
 GE1186;                    North         East     Units Scale Factor Converg.
 GE1186;SPC AR N     -   230,165.176   521,189.708   MT  1.00003730   +0 47 10.0
 GE1186;SPC AR N     -   755,133.58  1,709,936.57   sFT  1.00003730   +0 47 10.0
 GE1186;UTM  15      - 4,030,926.667   710,828.001   MT  1.00014767   +1 23 44.3
 GE1186
 GE1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1186!SPC AR N     -   0.99999056  x   1.00003730  =   1.00002786
 GE1186!UTM  15      -   0.99999056  x   1.00014767  =   1.00013823
 GE1186
 GE1186:                Primary Azimuth Mark                     Grid Az
 GE1186:SPC AR N     -  CORNPORT                                 359 24 16.5
 GE1186:UTM  15      -  CORNPORT                                 358 47 42.2
 GE1186
 GE1186|---------------------------------------------------------------------|
 GE1186| PID    Reference Object                     Distance      Geod. Az  |
 GE1186|                                                           dddmmss.s |
 GE1186| GE1185 CORNPORT                            473.840 METERS 0001126.5 |
 GE1186|---------------------------------------------------------------------|
 GE1186
 GE1186                          SUPERSEDED SURVEY CONTROL
 GE1186
 GE1186  ELLIP H (09/14/99)   60.23   (m)                       GP(       ) 4 1
 GE1186  NAD 83(1986)-  36 24 01.41415(N)    090 38 56.53855(W) AD(       ) 1
 GE1186  NGVD 29 (11/13/90)   88.8    (m)          291.     (f) GPS OBS        
 GE1186
 GE1186.Superseded values are not recommended for survey control.
 GE1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1186.See file dsdata.txt to determine how the superseded data were derived.
 GE1186
 GE1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1082830927(NAD 83)
 GE1186_MARKER: I = METAL ROD
 GE1186_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1186_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1186_STAMPING: CORNPORT AZ MK 1990
 GE1186_MARK LOGO: NGS   
 GE1186_PROJECTION: FLUSH
 GE1186_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1186+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1186_ROD/PIPE-DEPTH: 20.2 meters
 GE1186_SLEEVE-DEPTH  : 0.93 meters
 GE1186
 GE1186  HISTORY     - Date     Condition        Report By
 GE1186  HISTORY     - 1990     MONUMENTED       NGS
 GE1186
 GE1186                          STATION DESCRIPTION
 GE1186
 GE1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1186'STATION IS LOCATED ABOUT 10.7 KM (6.6 MI) NORTHWEST OF KNOBEL, 7.6 KM
 GE1186'(4.7 MI) NORTHEAST OF DATTO, AND 6.1 KM (3.8 MI) WEST OF CORNING. AT
 GE1186'THE CORNING MUNICIPAL AIRPORT. OWNERSHIP--CITY OF CORNING AR 72422.
 GE1186'AIRPORT MANAGER IS CHARLES WIEDEMAN (JIMMY BALLANGER, ASST.) P.O.BOX
 GE1186'454, CORNING AR 72422. PHONE IS 501-276-5233.
 GE1186'TO REACH FROM THE POST OFFICE IN CORNING, GO WEST AND NORTH ON U.S.
 GE1186'HIGHWAY 62 (WEST ELM STREET) FOR 0.41 KM (0.25 MI) TO THE JUNCTION OF
 GE1186'U.S. HIGHWAY 67.  TURN LEFT AND GO WEST ALONG U.S. HIGHWAY 67 AND 62
 GE1186'FOR 5.73 KM (3.56 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 GE1186'SOUTH ON THE AIRPORT ENRTANCE ROAD FOR 0.75 KM (0.47 MI) TO A TAXIWAY
 GE1186'AND THE AIRPORT OFFICE (HART AVIATION HANGER) ON THE LEFT. TURN RIGHT
 GE1186'AND GO SOUTH ON THE TAXIWAY FOR 0.12 KM (0.07 MI) TO A APRON. CROSS
 GE1186'APRON AND CONTINUE SOUTH ALONG A TAXIWAY FOR 0.45 KM (0.28 MI) TO A
 GE1186'HOLDING AREA AND THE STATION ON THE RIGHT.
 GE1186'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GE1186'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 6.6 M
 GE1186'(21.7 FT) SOUTH-SOUTHWEST FROM A PURPLE TAXIWAY LIGHT, 6.35 M
 GE1186'(20.83 FT) NORTH-NORTHWEST FROM A PURPLE TAXIWAY LIGHT, 4.9 M
 GE1186'(16.1 FT)  WEST OF THE WEST EDGE OF THE HOLDING AREA, 4.15 M
 GE1186'(13.62 FT) EAST OF A CARSONITE WITNESS POST.
 GE1186'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0144 ***********************************************************************
 GF0144  DESIGNATION -  COTTER
 GF0144  PID         -  GF0144
 GF0144  STATE/COUNTY-  AR/BAXTER
 GF0144  USGS QUAD   -  COTTER (1981)
 GF0144
 GF0144                         *CURRENT SURVEY CONTROL
 GF0144  ___________________________________________________________________
 GF0144* NAD 83(1997)-  36 16 29.24000(N)    092 31 41.87230(W)     ADJUSTED  
 GF0144* NAVD 88     -       187.711  (meters)     615.85   (feet)  ADJUSTED  
 GF0144  ___________________________________________________________________
 GF0144  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GF0144  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GF0144  DYNAMIC HT  -         187.552 (meters)     615.33  (feet)  COMP
 GF0144  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 GF0144
 GF0144  HORZ ORDER  -  THIRD
 GF0144  VERT ORDER  -  SECOND    CLASS 0
 GF0144
 GF0144.The horizontal coordinates were established by classical geodetic methods
 GF0144.and adjusted by the National Geodetic Survey in September 1999..
 GF0144
 GF0144.The orthometric height was determined by differential leveling
 GF0144.and adjusted by the National Geodetic Survey in June 1991..
 GF0144
 GF0144.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0144
 GF0144.The geoid height was determined by GEOID03.
 GF0144
 GF0144.The dynamic height is computed by dividing the NAVD 88
 GF0144.geopotential number by the normal gravity value computed on the
 GF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0144.degrees latitude (g = 980.6199 gals.).
 GF0144
 GF0144.The modeled gravity was interpolated from observed gravity values.
 GF0144
 GF0144;                    North         East     Units Scale Factor Converg.
 GF0144;SPC AR N     -   215,523.422   352,532.340   MT  1.00000846   -0 18 26.7
 GF0144;SPC AR N     -   707,096.43  1,156,599.85   sFT  1.00000846   -0 18 26.7
 GF0144;UTM  15      - 4,014,530.440   542,365.561   MT  0.99962211   +0 16 44.7
 GF0144
 GF0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0144!SPC AR N     -   0.99997500  x   1.00000846  =   0.99998346
 GF0144!UTM  15      -   0.99997500  x   0.99962211  =   0.99959712
 GF0144
 GF0144|---------------------------------------------------------------------|
 GF0144| PID    Reference Object                     Distance      Geod. Az  |
 GF0144|                                                           dddmmss.s |
 GF0144| CI0657 COTTER RM 1                          12.682 METERS 01400     |
 GF0144| CI0656 COTTER AZ MK                                       0143641.0 |
 GF0144| GF0694 COTTER MUNICIPAL TANK               110.392 METERS 22609     |
 GF0144| CI0658 COTTER RM 2                          12.918 METERS 24652     |
 GF0144| GF0698 FLIPPIN MUNICIPAL AIRPORT BCN       APPROX. 5.6 KM 2884517.2 |
 GF0144|---------------------------------------------------------------------|
 GF0144
 GF0144                          SUPERSEDED SURVEY CONTROL
 GF0144
 GF0144  NAD 83(1986)-  36 16 29.25222(N)    092 31 41.87414(W) AD(       ) 3
 GF0144  NAD 27      -  36 16 29.00800(N)    092 31 41.28900(W) AD(       ) 3
 GF0144  NGVD 29 (??/??/92)  187.60   (m)          615.5    (f) COMPUTED    2 0
 GF0144
 GF0144.Superseded values are not recommended for survey control.
 GF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0144.See file dsdata.txt to determine how the superseded data were derived.
 GF0144
 GF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4236614530(NAD 83)
 GF0144_MARKER: DB = BENCH MARK DISK
 GF0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0144_SP_SET: BUILDING
 GF0144_STAMPING: COTTER 1934
 GF0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0144+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 GF0144
 GF0144  HISTORY     - Date     Condition        Report By
 GF0144  HISTORY     - 1934     MONUMENTED       CGS
 GF0144  HISTORY     - 1954     GOOD             CGS
 GF0144  HISTORY     - 1964     GOOD             USFS
 GF0144  HISTORY     - 1965     GOOD             CGS
 GF0144  HISTORY     - 1979     GOOD             DOD
 GF0144  HISTORY     - 20040831 GOOD             USPSQD
 GF0144  HISTORY     - 20060909 GOOD             GEOCAC
 GF0144
 GF0144                          STATION DESCRIPTION
 GF0144
 GF0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0144'IN COTTER.
 GF0144'AT THE COTTER PUBLIC SCHOOL, IN THE SOUTH FACE OF THE SOUTHWEST
 GF0144'CORNER OF THE BUILDING, 4 FT. ABOVE THE GROUND AND 3.5 FEET
 GF0144'EAST OF THE CORNER OF BUILDING.  TABLET SET VERTICALLY IN
 GF0144'CONCRETE SCHOOL BUILDING.
 GF0144
 GF0144                          STATION RECOVERY (1954)
 GF0144
 GF0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0144'THE STATION IS LOCATED NEAR THE SITE OF THE COTTER MUNICIPAL
 GF0144'WATER TANK AT THE NORTH EDGE OF THE TOWN OF COTTER, 142 FEET
 GF0144'NORTH OF A WHITE STUCCO HOUSE, 18 FEET NORTH OF A WIRE GATE, AND
 GF0144'15.8 FEET NORTH OF A 4 IN X 4 IN WITNESS POST.  IT IS FLUSH
 GF0144'WITH THE GROUND, AND THE DISK IS STAMPED COTTER 1954.
 GF0144'
 GF0144'REFERENCE MARK NO. 1 IS ON THE NORTHERLY SLOPE OF THE HILL.
 GF0144'IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED COTTER NO 1 1954.
 GF0144'REFERENCE MARK NO. 2 IS 11 FEET WEST OF THE WEST EDGE OF THE
 GF0144'WIRE GATE, AND 3 FEET NORTHEAST OF A 24-INCH OAK TREE.  IT
 GF0144'PROJECTS 1 INCH, AND THE DISK IS STAMPED COTTER NO 2 1954.
 GF0144'
 GF0144'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GF0144'NO. 62, 10 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 2 FEET EAST
 GF0144'OF A 4 IN X 4 IN WITNESS POST, AND 6 INCHES NORTH OF A WIRE
 GF0144'FENCE ENCLOSING AN ORCHARD.  IT PROJECTS 2 INCHES, AND THE
 GF0144'DISK IS STAMPED COTTER 1954.
 GF0144'
 GF0144'THE COTTER MUNICIPAL WATER TANK IS A 4-LEGGED STEEL STRUCTURE,
 GF0144'PAINTED SILVER WITH THE LETTERS COTTER IN BLACK ON THE WEST
 GF0144'SIDE OF THE TANK PROPER.  IT IS ABOUT 125 FEET HIGH.  THE POINT
 GF0144'OBSERVED WAS THE CENTER OF THE BASE OF THE STRUCTURE.
 GF0144'
 GF0144'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR
 GF0144'0.05 MILE TO U.S. HIGHWAY NO. 62, THEN RIGHT, NORTHEASTERLY, ON
 GF0144'THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 GF0144'
 GF0144'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GF0144
 GF0144                          STATION RECOVERY (1964)
 GF0144
 GF0144'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 GF0144'STATION FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARKS
 GF0144'NOT SEARCHED FOR.
 GF0144
 GF0144                          STATION RECOVERY (1965)
 GF0144
 GF0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0144'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0144'CONDITION.  THE AZIMUTH MARK RECOVERED AS DESCRIBED AND IS AT THE
 GF0144'SOUTH EDGE OF A ROAD LEADING EAST.  A METAL WITNESS POST
 GF0144'WAS SET 1 FOOT SOUTHEAST OF THE MARK.  A METAL WITNESS POST
 GF0144'WAS ALSO SET 1 FOOT EAST OF THE STATION MARK.
 GF0144'
 GF0144'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0144'FOR RECOVERY.
 GF0144
 GF0144                          STATION RECOVERY (1979)
 GF0144
 GF0144'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 GF0144'RECOVERED IN GOOD CONDITION.
 GF0144
 GF0144                          STATION RECOVERY (2004)
 GF0144
 GF0144'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0144'RECOVERED IN GOOD CONDITION.
 GF0144
 GF0144                          STATION RECOVERY (2006)
 GF0144
 GF0144'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 GF0144'GEOCAC FIRST RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0694 ***********************************************************************
 GF0694  DESIGNATION -  COTTER MUNICIPAL TANK
 GF0694  PID         -  GF0694
 GF0694  STATE/COUNTY-  AR/BAXTER
 GF0694  USGS QUAD   -  COTTER (1981)
 GF0694
 GF0694                         *CURRENT SURVEY CONTROL
 GF0694  ___________________________________________________________________
 GF0694* NAD 83(1997)-  36 16 26.75865(N)    092 31 45.06172(W)     ADJUSTED  
 GF0694* NAVD 88     -                                                        
 GF0694  ___________________________________________________________________
 GF0694  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GF0694  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GF0694
 GF0694  HORZ ORDER  -  THIRD
 GF0694
 GF0694.The horizontal coordinates were established by classical geodetic methods
 GF0694.and adjusted by the National Geodetic Survey in September 1999..
 GF0694
 GF0694
 GF0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0694
 GF0694.The geoid height was determined by GEOID03.
 GF0694
 GF0694;                    North         East     Units Scale Factor Converg.
 GF0694;SPC AR N     -   215,447.366   352,452.327   MT  1.00000831   -0 18 28.6
 GF0694;SPC AR N     -   706,846.90  1,156,337.34   sFT  1.00000831   -0 18 28.6
 GF0694;UTM  15      - 4,014,453.599   542,286.361   MT  0.99962203   +0 16 42.8
 GF0694
 GF0694                          SUPERSEDED SURVEY CONTROL
 GF0694
 GF0694  NAD 83(1986)-  36 16 26.77089(N)    092 31 45.06354(W) AD(       ) 4
 GF0694  NAD 27      -  36 16 26.52600(N)    092 31 44.47800(W) AD(       ) 3
 GF0694
 GF0694.Superseded values are not recommended for survey control.
 GF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0694.See file dsdata.txt to determine how the superseded data were derived.
 GF0694
 GF0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4228614454(NAD 83)
 GF0694_MARKER: 53 = ELEVATED TANK
 GF0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0694+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 GF0694
 GF0694  HISTORY     - Date     Condition        Report By
 GF0694  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0694  HISTORY     - 1964     GOOD             USFS
 GF0694  HISTORY     - 20040831 GOOD             USPSQD
 GF0694  HISTORY     - 20060909 GOOD             GEOCAC
 GF0694
 GF0694                          STATION DESCRIPTION
 GF0694
 GF0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0694'THE STATION IS LOCATED NEAR THE NORTH EDGE OF THE TOWN OF
 GF0694'COTTER.  IT IS A 4-LEGGED STEEL STRUCTURE, PAINTED SILVER
 GF0694'WITH THE LETTERS COTTER IN BLACK ON THE WEST SIDE OF THE
 GF0694'TANK PROPER.  IT IS ABOUT 125 FEET HIGH.  THE POINT OBSERVED
 GF0694'WAS THE CENTER OF THE BASE OF THE STRUCTURE.  IT IS LOCATED
 GF0694'BY DISTANCE AND DIRECTION FROM TRIANGULATION STATION COTTER
 GF0694'AND THE DISTANCE WAS FOUND TO BE 362.17 FEET (110.390 METERS).
 GF0694
 GF0694                          STATION RECOVERY (1964)
 GF0694
 GF0694'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 GF0694'THE TANK WAS FOUND AS DESCRIBED.
 GF0694
 GF0694                          STATION RECOVERY (2004)
 GF0694
 GF0694'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0694'RECOVERED IN GOOD CONDITION.
 GF0694
 GF0694                          STATION RECOVERY (2006)
 GF0694
 GF0694'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 GF0694'GEOCAC FIRST RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1818 ***********************************************************************
 FF1818  DESIGNATION -  COTTON PLANT E MUNICIPAL TANK
 FF1818  PID         -  FF1818
 FF1818  STATE/COUNTY-  AR/WOODRUFF
 FF1818  USGS QUAD   -  HUNTER WEST (1993)
 FF1818
 FF1818                         *CURRENT SURVEY CONTROL
 FF1818  ___________________________________________________________________
 FF1818* NAD 83(1997)-  35 00 18.16148(N)    091 14 53.99986(W)     ADJUSTED  
 FF1818* NAVD 88     -                                                        
 FF1818  ___________________________________________________________________
 FF1818  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 FF1818  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FF1818
 FF1818  HORZ ORDER  -  THIRD
 FF1818
 FF1818.The horizontal coordinates were established by classical geodetic methods
 FF1818.and adjusted by the National Geodetic Survey in September 1999..
 FF1818
 FF1818
 FF1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1818
 FF1818.The geoid height was determined by GEOID03.
 FF1818
 FF1818;                    North         East     Units Scale Factor Converg.
 FF1818;SPC AR N     -    74,782.970   468,612.485   MT  0.99998668   +0 26 14.6
 FF1818;SPC AR N     -   245,350.46  1,537,439.46   sFT  0.99998668   +0 26 14.6
 FF1818;SPC AR S     -   659,621.899   468,617.694   MT  1.00006187   +0 25 14.5
 FF1818;SPC AR S     - 2,164,109.51  1,537,456.55   sFT  1.00006187   +0 25 14.5
 FF1818;UTM  15      - 3,875,004.409   659,841.259   MT  0.99991489   +1 00 18.2
 FF1818
 FF1818                          SUPERSEDED SURVEY CONTROL
 FF1818
 FF1818  NAD 83(1986)-  35 00 18.16917(N)    091 14 53.99815(W) AD(       ) 4
 FF1818  NAD 27      -  35 00 17.83900(N)    091 14 53.54400(W) AD(       ) 3
 FF1818
 FF1818.Superseded values are not recommended for survey control.
 FF1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1818.See file dsdata.txt to determine how the superseded data were derived.
 FF1818
 FF1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5984175004(NAD 83)
 FF1818_MARKER: 53 = ELEVATED TANK
 FF1818
 FF1818  HISTORY     - Date     Condition        Report By
 FF1818  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1818
 FF1818                          STATION DESCRIPTION
 FF1818
 FF1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1818'THE STATION IS LOCATED IN THE WEST PART OF COTTON PLANT,
 FF1818'ABOUT 150 FEET SOUTH OF A RAILROAD TRACK AND 200 FEET EAST
 FF1818'OF STATE HIGHWAY 17.  IT IS AN ELEVATED TANK SUPPORTED BY
 FF1818'FOUR STEEL LEGS, ALUMINUM IN COLOR AND ABOUT 100 FEET HIGH.
 FF1818'IT IS THE EAST ONE OF TWO TANKS AND THE POINT OBSERVED ON
 FF1818'WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2903 ***********************************************************************
 EH2903  DESIGNATION -  COTTON PLANT SW VENEER CO TANK
 EH2903  PID         -  EH2903
 EH2903  STATE/COUNTY-  AR/WOODRUFF
 EH2903  USGS QUAD   -  BRINKLEY (1971)
 EH2903
 EH2903                         *CURRENT SURVEY CONTROL
 EH2903  ___________________________________________________________________
 EH2903* NAD 83(1997)-  34 59 49.93008(N)    091 14 48.77179(W)     ADJUSTED  
 EH2903* NAVD 88     -                                                        
 EH2903  ___________________________________________________________________
 EH2903  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 EH2903  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH2903
 EH2903  HORZ ORDER  -  THIRD
 EH2903
 EH2903.The horizontal coordinates were established by classical geodetic methods
 EH2903.and adjusted by the National Geodetic Survey in September 1999..
 EH2903
 EH2903
 EH2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2903
 EH2903.The geoid height was determined by GEOID03.
 EH2903
 EH2903;                    North         East     Units Scale Factor Converg.
 EH2903;SPC AR N     -    73,914.017   468,751.698   MT  0.99998806   +0 26 17.7
 EH2903;SPC AR N     -   242,499.57  1,537,896.20   sFT  0.99998806   +0 26 17.7
 EH2903;SPC AR S     -   658,752.842   468,756.664   MT  1.00005956   +0 25 17.4
 EH2903;SPC AR S     - 2,161,258.28  1,537,912.49   sFT  1.00005956   +0 25 17.4
 EH2903;UTM  15      - 3,874,136.940   659,989.062   MT  0.99991547   +1 00 20.5
 EH2903
 EH2903                          SUPERSEDED SURVEY CONTROL
 EH2903
 EH2903  NAD 83(1986)-  34 59 49.93782(N)    091 14 48.77009(W) AD(       ) 4
 EH2903  NAD 27      -  34 59 49.60700(N)    091 14 48.31600(W) AD(       ) 3
 EH2903
 EH2903.Superseded values are not recommended for survey control.
 EH2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2903.See file dsdata.txt to determine how the superseded data were derived.
 EH2903
 EH2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5998974137(NAD 83)
 EH2903_MARKER: 53 = ELEVATED TANK
 EH2903
 EH2903  HISTORY     - Date     Condition        Report By
 EH2903  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH2903
 EH2903                          STATION DESCRIPTION
 EH2903
 EH2903'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH2903'THE STATION IS LOCATED IN THE SOUTH PART OF COTTON PLANT.  IT IS
 EH2903'AN ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS, ALUMINUM IN COLOR,
 EH2903'AND ABOUT 100 FEET HIGH.  THE POINT OBSERVED ON WAS THE APEX
 EH2903'OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1824 ***********************************************************************
 FF1824  DESIGNATION -  COTTON PLANT W MUNICIPAL TANK
 FF1824  PID         -  FF1824
 FF1824  STATE/COUNTY-  AR/WOODRUFF
 FF1824  USGS QUAD   -  COTTON PLANT (1993)
 FF1824
 FF1824                         *CURRENT SURVEY CONTROL
 FF1824  ___________________________________________________________________
 FF1824* NAD 83(1997)-  35 00 06.83208(N)    091 15 27.22340(W)     ADJUSTED  
 FF1824* NAVD 88     -                                                        
 FF1824  ___________________________________________________________________
 FF1824  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FF1824  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FF1824
 FF1824  HORZ ORDER  -  THIRD
 FF1824
 FF1824.The horizontal coordinates were established by classical geodetic methods
 FF1824.and adjusted by the National Geodetic Survey in September 1999..
 FF1824
 FF1824
 FF1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1824
 FF1824.The geoid height was determined by GEOID03.
 FF1824
 FF1824;                    North         East     Units Scale Factor Converg.
 FF1824;SPC AR N     -    74,427.457   467,772.728   MT  0.99998723   +0 25 55.3
 FF1824;SPC AR N     -   244,184.08  1,534,684.36   sFT  0.99998723   +0 25 55.3
 FF1824;SPC AR S     -   659,266.603   467,777.772   MT  1.00006094   +0 24 55.9
 FF1824;SPC AR S     - 2,162,943.85  1,534,700.91   sFT  1.00006094   +0 24 55.9
 FF1824;UTM  15      - 3,874,640.620   659,005.127   MT  0.99991160   +0 59 58.8
 FF1824
 FF1824                          SUPERSEDED SURVEY CONTROL
 FF1824
 FF1824  NAD 83(1986)-  35 00 06.83977(N)    091 15 27.22164(W) AD(       ) 4
 FF1824  NAD 27      -  35 00 06.51000(N)    091 15 26.76700(W) AD(       ) 3
 FF1824
 FF1824.Superseded values are not recommended for survey control.
 FF1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1824.See file dsdata.txt to determine how the superseded data were derived.
 FF1824
 FF1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5900574641(NAD 83)
 FF1824_MARKER: 53 = ELEVATED TANK
 FF1824
 FF1824  HISTORY     - Date     Condition        Report By
 FF1824  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1824
 FF1824                          STATION DESCRIPTION
 FF1824
 FF1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1824'THE STATION IS LOCATED IN THE CENTRAL PART OF COTTON PLANT,
 FF1824'ABOUT 200 FEET NORTH OF MAIN STREET AND 150 FEET WEST OF
 FF1824'A SURFACED STREET.  IT IS AN ELEVATED TANK SUPPORTED BY FOUR
 FF1824'STEEL LEGS, ALUMINUM IN COLOR AND ABOUT 100 FEET HIGH.  IT
 FF1824'IS THE WEST ONE OF TWO TANKS AND THE POINT OBSERVED ON WAS
 FF1824'THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2701 ***********************************************************************
 EH2701  DESIGNATION -  COUNCIL
 EH2701  PID         -  EH2701
 EH2701  STATE/COUNTY-  AR/LEE
 EH2701  USGS QUAD   -  COUNCIL (1991)
 EH2701
 EH2701                         *CURRENT SURVEY CONTROL
 EH2701  ___________________________________________________________________
 EH2701* NAD 83(1997)-  34 50 19.98323(N)    090 28 34.19905(W)     ADJUSTED  
 EH2701* NAVD 88     -        66.8    (meters)     219.     (feet)  VERTCON   
 EH2701  ___________________________________________________________________
 EH2701  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 EH2701  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH2701
 EH2701  HORZ ORDER  -  FIRST
 EH2701
 EH2701.The horizontal coordinates were established by classical geodetic methods
 EH2701.and adjusted by the National Geodetic Survey in September 1999..
 EH2701
 EH2701.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2701
 EH2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2701
 EH2701.The geoid height was determined by GEOID03.
 EH2701
 EH2701;                    North         East     Units Scale Factor Converg.
 EH2701;SPC AR S     -   641,972.919   539,377.306   MT  1.00001690   +0 51 10.4
 EH2701;SPC AR S     - 2,106,206.15  1,769,607.04   sFT  1.00001690   +0 51 10.4
 EH2701;SPC MS W     -   592,009.288   686,936.173   MT  0.99995210   -0 04 53.7
 EH2701;SPC MS W     - 1,942,283.81  2,253,723.09   sFT  0.99995210   -0 04 53.7
 EH2701;UTM  15      - 3,858,080.973   730,780.635   MT  1.00025647   +1 26 32.7
 EH2701
 EH2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2701!SPC AR S     -   0.99999375  x   1.00001690  =   1.00001065
 EH2701!SPC MS W     -   0.99999375  x   0.99995210  =   0.99994585
 EH2701!UTM  15      -   0.99999375  x   1.00025647  =   1.00025022
 EH2701
 EH2701|---------------------------------------------------------------------|
 EH2701| PID    Reference Object                     Distance      Geod. Az  |
 EH2701|                                                           dddmmss.s |
 EH2701| CY5883 COUNCIL RM 2                         30.584 METERS 00521     |
 EH2701| CY5882 COUNCIL RM 1                         26.404 METERS 14307     |
 EH2701| EH0223 R 219                                27.550 METERS 16105     |
 EH2701| EH2706 COUNCIL AZ MK                       APPROX. 0.7 KM 3463333.8 |
 EH2701|---------------------------------------------------------------------|
 EH2701
 EH2701                          SUPERSEDED SURVEY CONTROL
 EH2701
 EH2701  NAD 83(1997)-  34 50 19.98327(N)    090 28 34.19901(W) AD(       ) 1
 EH2701  NAD 83(1997)-  34 50 19.98370(N)    090 28 34.19861(W) AD(       ) 1
 EH2701  NAD 83(1986)-  34 50 19.99156(N)    090 28 34.19976(W) AD(       ) 1
 EH2701  NAD 27      -  34 50 19.64232(N)    090 28 33.82873(W) AD(       ) 1
 EH2701  NGVD 29 (07/19/86)   66.8    (m)          219.     (f) VERT ANG       
 EH2701
 EH2701.Superseded values are not recommended for survey control.
 EH2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2701.See file dsdata.txt to determine how the superseded data were derived.
 EH2701
 EH2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3078158081(NAD 83)
 EH2701_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2701+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 EH2701
 EH2701  HISTORY     - Date     Condition        Report By
 EH2701  HISTORY     - 1980     MONUMENTED       NGS
 EH2701  HISTORY     - 20050413 GOOD             USACE
 EH2701
 EH2701                          STATION DESCRIPTION
 EH2701
 EH2701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH2701'THE STATION IS LOCATED ABOUT 12.1 KM SOUTH OF
 EH2701'HUGHES AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER AND ON
 EH2701'PROPERTY OF THE ST. FRANCIS LEVEE DISTRICT.  PERMISSION WAS
 EH2701'OBTAINED FROM MR. B.B. FAIR, CHIEF ENGINEER FOR THE
 EH2701'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 EH2701'WEST MEMPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 EH2701'
 EH2701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2701'STATE HIGHWAY 131, ABOUT 1.1 KM (0.7 MI) SOUTH OF
 EH2701'BRICKEYS, GO SOUTH AND EAST ON STATE HIGHWAY 131
 EH2701'FOR 9.33 KM (5.85 MI) TO A GRAVEL CROSSROAD AT MCGRAWS
 EH2701'GROCERY STORE.  CONTINUE EASTERLY ON STATE HIGHWAY 131 FOR 3.5 KM
 EH2701'(2.15 MI) TO A GRAVEL SIDE ROAD LEFT IN THE CENTER OF A
 EH2701'CURVE, AT A SIGN (HARRIS MIDWAY BOAT CAMP).  TURN LEFT AND GO
 EH2701'NORTHERLY ON THE GRAVEL ROAD FOR 2.17 KM (1.35 MI) TO A
 EH2701'GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON THE GRAVEL
 EH2701'ROAD FOR 1.77 KM (1.1 MI) TO THE TOP OF A LEVEE.  TURN RIGHT
 EH2701'AND GO SOUTH FOR 0.08 KM (0.05 MI) TO THE AZIMUTH MARK ON THE
 EH2701'LEFT.  CONTINUE SOUTHERLY ON TOP OF THE LEVEE FOR 0.88 KM
 EH2701'(0.55 MI) TO THE STATION ON THE RIGHT.
 EH2701'
 EH2701'THE STATION IS A STANDARD NGS DISK
 EH2701'STAMPED---COUNCIL 1979---,
 EH2701'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2701'FLUSH WITH GROUND.  IT IS LOCATED
 EH2701'5.2 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2701'2.2 METERS NORTHWEST FROM A METAL WITNESS POST.
 EH2701'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2701'STAMPED---COUNCIL 1979---,
 EH2701'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 EH2701'
 EH2701'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2701'STAMPED---COUNCIL NO 1 1979---,
 EH2701'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2701'FLUSH WITH GROUND.  IT IS LOCATED
 EH2701'4.3 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2701'0.4 METER NORTH FROM A METAL WITNESS POST.
 EH2701'MARK IS LEVEL WITH STATION.
 EH2701'
 EH2701'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 EH2701'STAMPED---COUNCIL NO 2 1979---,
 EH2701'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2701'FLUSH WITH GROUND.  IT IS LOCATED
 EH2701'13.5 METERS SOUTHEAST FROM THE CENTER OF A CATTLE GUARD,
 EH2701'3.9 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2701'0.4 METER NORTHWEST FROM A METAL WITNESS POST.
 EH2701'MARK IS LEVEL WITH STATION.
 EH2701'
 EH2701'BM R 219 IS A STANDARD NGS BENCH MARK DISK
 EH2701'STAMPED---R 219 1976---,
 EH2701'CRIMPED TO THE TOP OF A STEEL ROD IN THE GROUND AND SURROUNDED BY
 EH2701'A 4-INCH PVC PLASTIC PIPE IN CONCRETE.
 EH2701'IT IS LOCATED
 EH2701'4.8 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 EH2701'0.6 METER NORTH FROM MILE POST 169/170 AND
 EH2701'0.3 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH2701'MARK IS BELOW STATION 1.0 METER.
 EH2701'
 EH2701'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2701'STAMPED---COUNCIL 1979---,
 EH2701'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2701'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 EH2701'7.1 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2701'0.6 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH2701'
 EH2701'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 33.8 METERS.
 EH2701'A PRECISE TRAVERSE TIE WAS MADE TO BM R 219.
 EH2701
 EH2701                          STATION RECOVERY (2005)
 EH2701
 EH2701'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2706 ***********************************************************************
 EH2706  DESIGNATION -  COUNCIL AZ MK
 EH2706  PID         -  EH2706
 EH2706  STATE/COUNTY-  AR/LEE
 EH2706  USGS QUAD   -  COUNCIL (1991)
 EH2706
 EH2706                         *CURRENT SURVEY CONTROL
 EH2706  ___________________________________________________________________
 EH2706* NAD 83(1997)-  34 50 42.61018(N)    090 28 40.75812(W)     ADJUSTED  
 EH2706* NAVD 88     -        66.9    (meters)     219.     (feet)  VERTCON   
 EH2706  ___________________________________________________________________
 EH2706  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 EH2706  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH2706
 EH2706  HORZ ORDER  -  SECOND
 EH2706
 EH2706.The horizontal coordinates were established by classical geodetic methods
 EH2706.and adjusted by the National Geodetic Survey in September 1999..
 EH2706
 EH2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2706
 EH2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2706
 EH2706.The geoid height was determined by GEOID03.
 EH2706
 EH2706;                    North         East     Units Scale Factor Converg.
 EH2706;SPC AR S     -   642,667.648   539,200.306   MT  1.00001845   +0 51 06.7
 EH2706;SPC AR S     - 2,108,485.44  1,769,026.34   sFT  1.00001845   +0 51 06.7
 EH2706;SPC MS W     -   592,706.765   686,770.538   MT  0.99995216   -0 04 57.5
 EH2706;SPC MS W     - 1,944,572.11  2,253,179.67   sFT  0.99995216   -0 04 57.5
 EH2706;UTM  15      - 3,858,774.008   730,596.451   MT  1.00025543   +1 26 29.8
 EH2706
 EH2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2706!SPC AR S     -   0.99999374  x   1.00001845  =   1.00001219
 EH2706!SPC MS W     -   0.99999374  x   0.99995216  =   0.99994590
 EH2706!UTM  15      -   0.99999374  x   1.00025543  =   1.00024917
 EH2706
 EH2706                          SUPERSEDED SURVEY CONTROL
 EH2706
 EH2706  NAD 83(1997)-  34 50 42.61023(N)    090 28 40.75806(W) AD(       ) 2
 EH2706  NAD 83(1997)-  34 50 42.61066(N)    090 28 40.75763(W) AD(       ) 2
 EH2706  NAD 83(1986)-  34 50 42.61848(N)    090 28 40.75895(W) AD(       ) 2
 EH2706  NAD 27      -  34 50 42.26981(N)    090 28 40.38752(W) AD(       ) 2
 EH2706  NGVD 29 (07/19/86)   66.9    (m)          219.     (f) VERT ANG       
 EH2706
 EH2706.Superseded values are not recommended for survey control.
 EH2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2706.See file dsdata.txt to determine how the superseded data were derived.
 EH2706
 EH2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3059658774(NAD 83)
 EH2706_MARKER: DZ = AZIMUTH MARK DISK
 EH2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2706+STABILITY: SURFACE MOTION
 EH2706
 EH2706  HISTORY     - Date     Condition        Report By
 EH2706  HISTORY     - 1980     MONUMENTED       NGS
 EH2706  HISTORY     - 20050413 POOR             USACE
 EH2706
 EH2706                          STATION DESCRIPTION
 EH2706
 EH2706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH2706'THE STATION IS LOCATED ABOUT 11.3 KM SOUTH OF
 EH2706'HUGHES AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER AND ON
 EH2706'PROPERTY OF THE ST. FRANCIS LEVEE DISTRICT.  PERMISSION WAS
 EH2706'OBTAINED FROM MR. B.B. FAIR, CHIEF ENGINEER FOR THE
 EH2706'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 EH2706'WEST MENPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 EH2706'
 EH2706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2706'STATE HIGHWAY 131, ABOUT 1.1 KM (0.7 MI) SOUTH OF THE SMALL
 EH2706'COMMUNITY OF BRICKEYS, GO SOUTH AND EAST ON STATE HIGHWAY 131 FOR
 EH2706'9.33 KM (5.85 MI) TO A GRAVEL CROSSROAD AT MCGRAW GROCERY
 EH2706'STORE.  CONTINUE EASTERLY ON STATE HIGHWAY 131 FOR 3.5 KM
 EH2706'(2.15 MI) TO A GRAVEL SIDE ROAD LEFT, AT A SIGN
 EH2706'(HARRIS MIDWAY BOAT CAMP).  TURN LEFT AND GO NORTHERLY ON THE
 EH2706'GRAVEL ROAD FOR 2.17 KM (1.35 MI) TO A GRAVEL SIDE ROAD RIGHT.
 EH2706'TURN RIGHT AND GO EASTERLY ON THE GRAVEL ROAD FOR 1.77 KM
 EH2706'(1.1 MI) TO THE TOP OF A LEVEE.  TURN RIGHT AND GO SOUTH ON THE
 EH2706'LEVEE FOR 0.08 KM (0.05 MI) TO THE STATION MARK ON THE LEFT.
 EH2706'
 EH2706'THE STATION IS A STANDARD NGS AZIMUTH DISK
 EH2706'STAMPED---COUNCIL 1979---,
 EH2706'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2706'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 EH2706'7.1 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2706'0.6 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH2706'
 EH2706'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS.
 EH2706
 EH2706                          STATION RECOVERY (2005)
 EH2706
 EH2706'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2706'CONCRETE SLAB FOUND, DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2110 ***********************************************************************
 EH2110  DESIGNATION -  COURTHOUSE
 EH2110  PID         -  EH2110
 EH2110  STATE/COUNTY-  AR/LONOKE
 EH2110  USGS QUAD   -  LONOKE (1982)
 EH2110
 EH2110                         *CURRENT SURVEY CONTROL
 EH2110  ___________________________________________________________________
 EH2110* NAD 83(1986)-  34 47 09.     (N)    091 53 59.     (W)     SCALED    
 EH2110* NAVD 88     -        72.867  (meters)     239.06   (feet)  ADJUSTED  
 EH2110  ___________________________________________________________________
 EH2110  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH2110  DYNAMIC HT  -          72.799 (meters)     238.84  (feet)  COMP
 EH2110  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 EH2110
 EH2110  VERT ORDER  -  FIRST     CLASS II
 EH2110
 EH2110.The horizontal coordinates were scaled from a topographic map and have
 EH2110.an estimated accuracy of +/- 6 seconds.
 EH2110
 EH2110.The orthometric height was determined by differential leveling
 EH2110.and adjusted by the National Geodetic Survey in June 1991..
 EH2110
 EH2110.The geoid height was determined by GEOID03.
 EH2110
 EH2110.The dynamic height is computed by dividing the NAVD 88
 EH2110.geopotential number by the normal gravity value computed on the
 EH2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2110.degrees latitude (g = 980.6199 gals.).
 EH2110
 EH2110.The modeled gravity was interpolated from observed gravity values.
 EH2110
 EH2110;                    North         East    Units  Estimated Accuracy
 EH2110;SPC AR S     -   635,060.      409,180.      MT  (+/- 180 meters Scaled)
 EH2110
 EH2110                          SUPERSEDED SURVEY CONTROL
 EH2110
 EH2110  NGVD 29 (??/??/??)   72.881  (m)          239.11   (f) ADJUSTED    1 2
 EH2110
 EH2110.Superseded values are not recommended for survey control.
 EH2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2110.See file dsdata.txt to determine how the superseded data were derived.
 EH2110
 EH2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU006498(NAD 83)
 EH2110_MARKER: Z = SEE DESCRIPTION
 EH2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2110+STABILITY: SURFACE MOTION
 EH2110
 EH2110  HISTORY     - Date     Condition        Report By
 EH2110  HISTORY     - UNK      MONUMENTED       CGS
 EH2110  HISTORY     - 1967     GOOD             CGS
 EH2110  HISTORY     - 20030611 MARK NOT FOUND   GEOCAC
 EH2110
 EH2110                          STATION DESCRIPTION
 EH2110
 EH2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2110'IN LONOKE.
 EH2110'IT IS ON THE LONOKE COUNTY COURTHOUSE GROUNDS, 122 FEET SOUTHWEST OF
 EH2110'THE SOUTHWEST CORNER OF THE COURTHOUSE, 53.4 FEET EAST OF THE EAST
 EH2110'CURB OF STATE HIGHWAY 31, 87 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 EH2110'FOUNDATION OF A CONFEDERATE MONUMENT, 10 FEET SOUTHEAST OF THE
 EH2110'SOUTHEAST EDGE OF A SIDEWALK, A COPPER PIN SET IN THE TOP OF A STONE
 EH2110'POST PROJECTING 2 INCHES.
 EH2110
 EH2110                          STATION RECOVERY (2003)
 EH2110
 EH2110'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 EH2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0968 ***********************************************************************
 DK0968  DESIGNATION -  COURTHOUSE BOLT
 DK0968  PID         -  DK0968
 DK0968  STATE/COUNTY-  AR/DESHA
 DK0968  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0968
 DK0968                         *CURRENT SURVEY CONTROL
 DK0968  ___________________________________________________________________
 DK0968* NAD 83(1986)-  33 36 31.     (N)    091 12 08.     (W)     SCALED    
 DK0968* NAVD 88     -        41.459  (meters)     136.02   (feet)  ADJUSTED  
 DK0968  ___________________________________________________________________
 DK0968  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0968  DYNAMIC HT  -          41.416 (meters)     135.88  (feet)  COMP
 DK0968  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 DK0968
 DK0968  VERT ORDER  -  FIRST     CLASS II
 DK0968
 DK0968.The horizontal coordinates were scaled from a topographic map and have
 DK0968.an estimated accuracy of +/- 6 seconds.
 DK0968
 DK0968.The orthometric height was determined by differential leveling
 DK0968.and adjusted by the National Geodetic Survey in June 1991..
 DK0968
 DK0968.The geoid height was determined by GEOID03.
 DK0968
 DK0968.The dynamic height is computed by dividing the NAVD 88
 DK0968.geopotential number by the normal gravity value computed on the
 DK0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0968.degrees latitude (g = 980.6199 gals.).
 DK0968
 DK0968.The modeled gravity was interpolated from observed gravity values.
 DK0968
 DK0968;                    North         East    Units  Estimated Accuracy
 DK0968;SPC AR S     -   504,760.      474,030.      MT  (+/- 180 meters Scaled)
 DK0968
 DK0968                          SUPERSEDED SURVEY CONTROL
 DK0968
 DK0968  NGVD 29 (??/??/??)   41.578  (m)          136.41   (f) ADJUSTED    1 2
 DK0968
 DK0968.Superseded values are not recommended for survey control.
 DK0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0968.See file dsdata.txt to determine how the superseded data were derived.
 DK0968
 DK0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT667202(NAD 83)
 DK0968_MARKER: B = BOLT
 DK0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0968_SP_SET: TILE
 DK0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0968
 DK0968  HISTORY     - Date     Condition        Report By
 DK0968  HISTORY     - UNK      MONUMENTED       DOD
 DK0968  HISTORY     - 1934     GOOD             CGS
 DK0968
 DK0968                          STATION DESCRIPTION
 DK0968
 DK0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0968'IN ARKANSAS CITY.
 DK0968'AT ARKANSAS CITY, DESHA COUNTY, 2 BLOCKS NORTHWEST OF THE LEVEE, IN
 DK0968'THE SOUTH CORNER OF THE COUNTY COURTHOUSE YARD, AND 2 FEET FROM EACH
 DK0968'FENCE.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER
 DK0968'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 DK0968'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1913 ***********************************************************************
 EJ1913  DESIGNATION -  COVE
 EJ1913  PID         -  EJ1913
 EJ1913  STATE/COUNTY-  AR/PERRY
 EJ1913  USGS QUAD   -  NIMROD DAM (1968)
 EJ1913
 EJ1913                         *CURRENT SURVEY CONTROL
 EJ1913  ___________________________________________________________________
 EJ1913* NAD 83(1997)-  34 54 37.60655(N)    093 12 19.03140(W)     ADJUSTED  
 EJ1913* NAVD 88     -       368.3    (meters)    1208.     (feet)  VERTCON   
 EJ1913  ___________________________________________________________________
 EJ1913  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 EJ1913  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EJ1913
 EJ1913  HORZ ORDER  -  SECOND
 EJ1913
 EJ1913.The horizontal coordinates were established by classical geodetic methods
 EJ1913.and adjusted by the National Geodetic Survey in September 1999..
 EJ1913
 EJ1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1913
 EJ1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1913
 EJ1913.The geoid height was determined by GEOID03.
 EJ1913
 EJ1913;                    North         East     Units Scale Factor Converg.
 EJ1913;SPC AR N     -    64,700.529   289,854.107   MT  1.00000458   -0 42 04.9
 EJ1913;SPC AR N     -   212,271.65    950,963.02   sFT  1.00000458   -0 42 04.9
 EJ1913;UTM  15      - 3,863,131.196   481,246.867   MT  0.99960433   -0 07 02.9
 EJ1913
 EJ1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1913!SPC AR N     -   0.99994671  x   1.00000458  =   0.99995129
 EJ1913!UTM  15      -   0.99994671  x   0.99960433  =   0.99955106
 EJ1913
 EJ1913|---------------------------------------------------------------------|
 EJ1913| PID    Reference Object                     Distance      Geod. Az  |
 EJ1913|                                                           dddmmss.s |
 EJ1913| EJ1914 COVE MOUNTAIN LOT                    18.005 METERS 06815     |
 EJ1913| CX5638 COVE RM 1                            14.749 METERS 07346     |
 EJ1913| CX5637 COVE AZ MK                                         0822839.4 |
 EJ1913| EJ1911 SMITH                               APPROX.22.3 KM 1335706.8 |
 EJ1913| CX5639 COVE RM 2                            10.935 METERS 19246     |
 EJ1913|---------------------------------------------------------------------|
 EJ1913
 EJ1913                          SUPERSEDED SURVEY CONTROL
 EJ1913
 EJ1913  NAD 83(1986)-  34 54 37.61889(N)    093 12 19.02492(W) AD(       ) 2
 EJ1913  NAD 27      -  34 54 37.29220(N)    093 12 18.37110(W) AD(       ) 2
 EJ1913  NGVD 29 (07/19/86)  368.3    (m)         1208.     (f) VERT ANG       
 EJ1913
 EJ1913.Superseded values are not recommended for survey control.
 EJ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1913.See file dsdata.txt to determine how the superseded data were derived.
 EJ1913
 EJ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8124763131(NAD 83)
 EJ1913_MARKER: DS = TRIANGULATION STATION DISK
 EJ1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1913
 EJ1913  HISTORY     - Date     Condition        Report By
 EJ1913  HISTORY     - 1956     MONUMENTED       CGS
 EJ1913  HISTORY     - 1972     GOOD             NGS
 EJ1913
 EJ1913                          STATION DESCRIPTION
 EJ1913
 EJ1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1913'THE STATION IS IN THE OUACHITA NATIONAL FOREST AT THE SITE OF THE
 EJ1913'COVE MOUNTAIN LOOKOUT TOWER.  IT IS IN MC COOL TOWNSHIP, ABOUT
 EJ1913'17 MILES NORTH-NORTHWEST OF JESSIEVILLE, 12 MILES EAST-SOUTHEAST
 EJ1913'OF ROVER AND 7-3/4 MILES SOUTHEAST OF PLAINVIEW.
 EJ1913'
 EJ1913'TO REACH FROM THE HOLLIS POST OFFICE AND STORE (15.2 MILES
 EJ1913'NORTH OF JESSIEVILLE ON STATE HIGHWAY 7), GO NORTHERLY ON
 EJ1913'STATE HIGHWAY 7 FOR 5.3 MILES TO A T-ROAD LEFT AT A CURVE
 EJ1913'ON TOP OF THE MOUNTAIN.  TURN LEFT AND GO WEST ON THE MOUNTAIN
 EJ1913'ROAD FOR 4.85 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EJ1913'WEST FOR 0.15 MILE TO THE LOOKOUT TOWER AND STATION ON THE
 EJ1913'RIGHT SIDE OF THE ROAD.
 EJ1913'
 EJ1913'THE STATION MARK, STAMPED COVE 1956, IS A STANDARD DISK SET
 EJ1913'IN A CONCRETE CYLINDER PROJECTING ABOUT 4 INCHES.  IT IS 17
 EJ1913'FEET NORTH OF THE CENTER OF THE ROAD AND 20.5 FEET WEST
 EJ1913'OF THE FENCE CORNER.
 EJ1913'
 EJ1913'REFERENCE MARK 1, STAMPED COVE RM 1 1956, IS A STANDARD
 EJ1913'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE
 EJ1913'SOUTHWEST LEG OF THE LOOKOUT TOWER.  IT PROJECTS ABOUT 6 INCHES
 EJ1913'ABOVE THE GROUND.
 EJ1913'
 EJ1913'REFERENCE MARK 2, STAMPED COVE RM 2 1956, IS A STANDARD
 EJ1913'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE ANCHOR OF THE
 EJ1913'SOUTHWEST GUY WIRE FOR THE LOOKOUT TOWER.  IT IS FLUSH WITH
 EJ1913'THE GROUND AND 17 FEET SOUTH OF THE CENTER OF THE ROAD.
 EJ1913'
 EJ1913'THE AZIMUTH MARK, STAMPED COVE 1956, IS A STANDARD DISK SET
 EJ1913'IN A CONCRETE CYLINDER PROJECTING ABOUT 6 INCHES.  IT IS
 EJ1913'24 FEET SOUTH OF THE CENTER OF THE ROAD.
 EJ1913'
 EJ1913'THE COVE MOUNTAIN LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE
 EJ1913'WITH A SHEET METAL HOUSE ON TOP.  THE OVERALL HEIGHT IS
 EJ1913'70 FEET.  THE STATION MARK IS 0.12 METERS (0.39 FEET) LOWER
 EJ1913'THAN THE BASE OF THE LOOKOUT TOWER.
 EJ1913
 EJ1913                          STATION RECOVERY (1972)
 EJ1913
 EJ1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1913'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 EJ1913'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 EJ1913'FOUND IN POOR CONDITION AND WAS REPAIRED, AS IT WAS DAMAGED
 EJ1913'WHEN THE COVE MOUNTAIN LOOKOUT TOWER WAS REMOVED FROM THE
 EJ1913'AREA.  TREE BRANCHES AND BRUSH OBSTRUCT THE LINE OF SIGHT
 EJ1913'TO THE AZIMUTH MARK THIS DATE.  THE ANGLE BETWEEN THE REFERENCE
 EJ1913'MARKS AND THE DISTANCES TO THE REFERENCE MARKS COMPARED
 EJ1913'FAVORABLY WITH THE PREVIOUS DATA.  THE DESCRIPTION OF THE
 EJ1913'ROUTE TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 EJ1913'FOLLOWING ARE ADDITIONAL NOTES FOR THE MARKS-
 EJ1913'
 EJ1913'THE STATION MARK IS 19 FEET NORTH OF THE CENTER OF THE GRAVELED
 EJ1913'ROAD AND 3 FEET EAST OF A METAL WITNESS POST.
 EJ1913'
 EJ1913'REFERENCE MARK 1 IS 30.5 FEET NORTHEAST OF A CORNER FENCE
 EJ1913'POST AND 21 FEET SOUTH OF A POWER POLE WITH A METER ATTACHED.
 EJ1913'
 EJ1913'REFERENCE MARK 2 IS 17 FEET SOUTH OF THE CENTER OF THE GRAVELED
 EJ1913'ROAD, 35 FEET SOUTH OF THE METAL WITNESS POST AND 44 FEET
 EJ1913'SOUTHWEST OF THE CORNER FENCE POST.
 EJ1913'
 EJ1913'THE AZIMUTH MARK IS FLUSH WITH THE GROUND SURFACE, 26 FEET
 EJ1913'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 18 FEET NORTHEAST
 EJ1913'OF A 12-INCH PINE TREE AND 1.8 FEET WEST OF A METAL WITNESS
 EJ1913'POST.
 EJ1913'
 EJ1913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 12 MILES
 EJ1913'EAST-SOUTHEAST OF ROVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0892 ***********************************************************************
 EK0892  DESIGNATION -  COVE
 EK0892  PID         -  EK0892
 EK0892  STATE/COUNTY-  AR/POLK
 EK0892  USGS QUAD   -  COVE (1984)
 EK0892
 EK0892                         *CURRENT SURVEY CONTROL
 EK0892  ___________________________________________________________________
 EK0892* NAD 83(1997)-  34 26 14.50986(N)    094 24 42.35932(W)     ADJUSTED  
 EK0892* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 EK0892  ___________________________________________________________________
 EK0892  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 EK0892  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 EK0892
 EK0892  HORZ ORDER  -  THIRD
 EK0892
 EK0892.The horizontal coordinates were established by classical geodetic methods
 EK0892.and adjusted by the National Geodetic Survey in September 1999..
 EK0892
 EK0892.The orthometric height was scaled from a topographic map.
 EK0892
 EK0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0892
 EK0892.The geoid height was determined by GEOID03.
 EK0892
 EK0892;                    North         East     Units Scale Factor Converg.
 EK0892;SPC AR S     -   599,005.198   178,370.994   MT  0.99994312   -1 20 59.4
 EK0892;SPC AR S     - 1,965,236.22    585,205.50   sFT  0.99994312   -1 20 59.4
 EK0892;SPC OK S     -   128,323.177   929,700.078   MT  0.99993921   +2 02 12.3
 EK0892;SPC OK S     -   421,006.96  3,050,191.01   sFT  0.99993921   +2 02 12.3
 EK0892;UTM  15      - 3,811,555.519   370,293.629   MT  0.99980737   -0 47 54.5
 EK0892
 EK0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0892!SPC AR S     -   0.99995257  x   0.99994312  =   0.99989569
 EK0892!SPC OK S     -   0.99995257  x   0.99993921  =   0.99989178
 EK0892!UTM  15      -   0.99995257  x   0.99980737  =   0.99975995
 EK0892
 EK0892:                Primary Azimuth Mark                     Grid Az
 EK0892:SPC AR S     -  COVE AZ MK                               075 30 57.3
 EK0892:SPC OK S     -  COVE AZ MK                               072 07 45.6
 EK0892:UTM  15      -  COVE AZ MK                               074 57 52.4
 EK0892
 EK0892|---------------------------------------------------------------------|
 EK0892| PID    Reference Object                     Distance      Geod. Az  |
 EK0892|                                                           dddmmss.s |
 EK0892| CX5634 COVE AZ MK                                         0740957.9 |
 EK0892| CX5635 COVE RM 1                            21.963 METERS 17253     |
 EK0892| EK0891 WHISKEY MTN LOOKOUT TOWER           APPROX.10.1 KM 1823238.2 |
 EK0892| CX5636 COVE RM 2                            37.845 METERS 28716     |
 EK0892|---------------------------------------------------------------------|
 EK0892
 EK0892                          SUPERSEDED SURVEY CONTROL
 EK0892
 EK0892  NAD 83(1997)-  34 26 14.51072(N)    094 24 42.35981(W) AD(       ) 3
 EK0892  NAD 83(1986)-  34 26 14.51342(N)    094 24 42.35366(W) AD(       ) 3
 EK0892  NAD 27      -  34 26 14.11900(N)    094 24 41.57800(W) AD(       ) 3
 EK0892
 EK0892.Superseded values are not recommended for survey control.
 EK0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0892.See file dsdata.txt to determine how the superseded data were derived.
 EK0892
 EK0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7029411556(NAD 83)
 EK0892_MARKER: DS = TRIANGULATION STATION DISK
 EK0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0892
 EK0892  HISTORY     - Date     Condition        Report By
 EK0892  HISTORY     - 1952     MONUMENTED       CGS
 EK0892  HISTORY     - 1961     GOOD             CGS
 EK0892  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 EK0892
 EK0892                          STATION DESCRIPTION
 EK0892
 EK0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0892'THE STATION IS LOCATED AT THE NORTH EDGE OF THE TOWN OF COVE,
 EK0892'ON THE WEST SIDE OF U.S. HIGHWAY 71 ON TOP OF A HIGH CUT
 EK0892'BANK.  IT IS 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EK0892'A CHURCH.  (HILL TOP FREE HOLINESS CHURCH) AND 16 FEET WEST
 EK0892'OF A HIGH CUT BANK.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 EK0892'DISK IS STAMPED COVE 1952.
 EK0892'
 EK0892'REFERENCE MARK NO. 1 IS 15 FEET WEST OF A HIGH CUT BANK.  THE
 EK0892'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COVE
 EK0892'NO 1 1952.
 EK0892'
 EK0892'REFERENCE MARK NO. 2 IS 48 FEET WEST OF THE WEST CORNER
 EK0892'OF THE CHURCH, 30 FEET NORTH OF THE CENTERLINE OF A ROAD
 EK0892'AND 3 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 4
 EK0892'INCHES AND THE DISK IS STAMPED COVE NO 2 1952.
 EK0892'
 EK0892'AZIMUTH MARK IS 100 FEET SOUTHEAST OF A CONOCO GAS STATION,
 EK0892'56 FEET SOUTH SOUTHWEST OF A SMALL ELM TREE, 25 FEET EAST OF
 EK0892'THE CENTERLINE OF U.S. HIGHWAY 71 AND 4.6 FEET NORTH OF THE
 EK0892'SOUTH END OF A CONCRETE ABUTMENT.  THE MARK IS SET FLUSH WITH
 EK0892'THE TOP OF THE CONCRETE ABUTMENT AND THE DISK IS STAMPED
 EK0892'COVE 1952.
 EK0892'
 EK0892'TO REACH THE STATION FROM THE CONOCO STATION IN THE SOUTH
 EK0892'EDGE OF COVE, GO NORTH ON U.S. HIGHWAY 71, 0.1 MILE TO A DIRT
 EK0892'STREET WEST.  TURN LEFT AND GO WEST FOR A SHORT DISTANCE, THEN
 EK0892'NORTH FOR ABOUT 0.1 MILE TO TOP OF HILL AND STATION AT CHURCH
 EK0892'HOUSE AS DESCRIBED.  THE AZIMUTH MARK IS ACROSS HIGHWAY FROM
 EK0892'THE ABOVE MENTIONED CONOCO STATION.
 EK0892'
 EK0892'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0892
 EK0892                          STATION RECOVERY (1961)
 EK0892
 EK0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0892'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EK0892'
 EK0892'TO REACH THE STATION FROM COVE, FROM THE GULF SERVICE STATION,
 EK0892'GO NORTH ABOUT 0.1 MILE TO CROSS-STREETS AT MAIN INTERSECTION,
 EK0892'TURN LEFT AND GO WEST FOR 0.05 MILE TO A SURFACED STREET
 EK0892'ON RIGHT, TURN RIGHT AND GO NORTH UP HILL ON SURFACED STREET
 EK0892'FOR 0.1 MILE TO CHURCH ON RIGHT AND STATION TO SOUTHEAST
 EK0892'OF CHURCH AS ORIGINALLY DESCRIBED.  THE AZIMUTH MARK IS
 EK0892'SOUTHEAST ACROSS HIGHWAY FORM THE GULF SERVICE STATION.
 EK0892
 EK0892                          STATION RECOVERY (1985)
 EK0892
 EK0892'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (JMH)
 EK0892'RM 1 - COVE NO. 1 1951 FOUND STEM INTACT IN CONC. CAP BROKEN OFF AND
 EK0892'LAYING ON TOP OF MON.-CONCRETE CHIPPED OFF NW COR-
 EK0892'
 EK0892'STATION MARK STA NOT RECOVERED (SURFACE) SURFACE MARK DESTROYED -
 EK0892'HOLE (DEPRESSION) IN GRND AT MARK POS. - SUBSURF. STATUS UNKNOWN.
 EK0892'
 EK0892'COVE NO. 2 1951 MON. INTACT - CONCR CHIPPED OFF NE COR - OTHERWISE
 EK0892'STA. GOOD CONDITION.
 EK0892'
 EK0892'AZ. COVE 1951 - AZ MARK INTACT GOOD CONDITION.
 EK0892'
 EK0892'DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH EDGE TOWN OF COVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1914 ***********************************************************************
 EJ1914  DESIGNATION -  COVE MOUNTAIN LOT
 EJ1914  PID         -  EJ1914
 EJ1914  STATE/COUNTY-  AR/PERRY
 EJ1914  USGS QUAD   -  NIMROD DAM (1968)
 EJ1914
 EJ1914                         *CURRENT SURVEY CONTROL
 EJ1914  ___________________________________________________________________
 EJ1914* NAD 83(1997)-  34 54 37.82299(N)    093 12 18.37259(W)     ADJUSTED  
 EJ1914* NAVD 88     -                                                        
 EJ1914  ___________________________________________________________________
 EJ1914  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 EJ1914  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EJ1914
 EJ1914  HORZ ORDER  -  THIRD
 EJ1914
 EJ1914.The horizontal coordinates were established by classical geodetic methods
 EJ1914.and adjusted by the National Geodetic Survey in September 1999..
 EJ1914
 EJ1914
 EJ1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1914
 EJ1914.The geoid height was determined by GEOID03.
 EJ1914
 EJ1914;                    North         East     Units Scale Factor Converg.
 EJ1914;SPC AR N     -    64,706.994   289,870.911   MT  1.00000457   -0 42 04.5
 EJ1914;SPC AR N     -   212,292.86    951,018.15   sFT  1.00000457   -0 42 04.5
 EJ1914;UTM  15      - 3,863,137.829   481,263.598   MT  0.99960433   -0 07 02.6
 EJ1914
 EJ1914                          SUPERSEDED SURVEY CONTROL
 EJ1914
 EJ1914  NAD 83(1986)-  34 54 37.83536(N)    093 12 18.36613(W) AD(       ) 4
 EJ1914  NAD 27      -  34 54 37.50900(N)    093 12 17.71200(W) AD(       ) 3
 EJ1914
 EJ1914.Superseded values are not recommended for survey control.
 EJ1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1914.See file dsdata.txt to determine how the superseded data were derived.
 EJ1914
 EJ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8126463138(NAD 83)
 EJ1914_MARKER: 57 = LOOKOUT TOWER
 EJ1914
 EJ1914  HISTORY     - Date     Condition        Report By
 EJ1914  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ1914
 EJ1914                          STATION DESCRIPTION
 EJ1914
 EJ1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1914'A 4-LEGGED STEEL STRUCTURE WITH A SHEET METAL HOUSE ON TOP.
 EJ1914'THE OVERALL HEIGHT IS 70 FEET.  THE CENTER BASE OF THE TOWER
 EJ1914'IS 18.005 METERS (59.07 FEET) EAST-NORTHEAST OF TRIANGULATION
 EJ1914'STATION COVE 1956.  STATION COVE IS 0.12 METERS (0.39 FEET)
 EJ1914'LOWER THAN THE BASE OF THE LOOKOUT TOWER.
 EJ1914'
 EJ1914'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOWER AT THE
 EJ1914'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2941 ***********************************************************************
 EH2941  DESIGNATION -  COW
 EH2941  PID         -  EH2941
 EH2941  STATE/COUNTY-  AR/MONROE
 EH2941  USGS QUAD   -  TURNER (1967)
 EH2941
 EH2941                         *CURRENT SURVEY CONTROL
 EH2941  ___________________________________________________________________
 EH2941* NAD 83(1997)-  34 22 33.98827(N)    091 00 13.91714(W)     ADJUSTED  
 EH2941* NAVD 88     -        53.87   (+/-2cm)     176.7    (feet)  VERTCON   
 EH2941  ___________________________________________________________________
 EH2941  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 EH2941  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH2941
 EH2941  HORZ ORDER  -  SECOND
 EH2941  VERT ORDER  -  THIRD ? (See Below)
 EH2941
 EH2941.The horizontal coordinates were established by classical geodetic methods
 EH2941.and adjusted by the National Geodetic Survey in September 1999..
 EH2941
 EH2941.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2941.The vertical order pertains to the NGVD 29 superseded value.
 EH2941
 EH2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2941
 EH2941.The geoid height was determined by GEOID03.
 EH2941
 EH2941;                    North         East     Units Scale Factor Converg.
 EH2941;SPC AR S     -   590,045.404   491,612.772   MT  0.99993619   +0 33 27.1
 EH2941;SPC AR S     - 1,935,840.63  1,612,899.57   sFT  0.99993619   +0 33 27.1
 EH2941;UTM  15      - 3,805,664.948   683,535.823   MT  1.00001523   +1 07 38.6
 EH2941
 EH2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2941!SPC AR S     -   0.99999576  x   0.99993619  =   0.99993195
 EH2941!UTM  15      -   0.99999576  x   1.00001523  =   1.00001099
 EH2941
 EH2941|---------------------------------------------------------------------|
 EH2941| PID    Reference Object                     Distance      Geod. Az  |
 EH2941|                                                           dddmmss.s |
 EH2941| CY5885 COW RM 1                             34.756 METERS 04201     |
 EH2941| CY5884 COW AZ MK                                          0455430.6 |
 EH2941| CY5886 COW RM 2                             33.571 METERS 22615     |
 EH2941|---------------------------------------------------------------------|
 EH2941
 EH2941                          SUPERSEDED SURVEY CONTROL
 EH2941
 EH2941  NAD 83(1997)-  34 22 33.99253(N)    091 00 13.91382(W) AD(       ) 2
 EH2941  NAD 83(1986)-  34 22 33.99645(N)    091 00 13.91308(W) AD(       ) 2
 EH2941  NAD 27      -  34 22 33.63108(N)    091 00 13.50552(W) AD(       ) 2
 EH2941  NGVD 29 (07/19/86)   53.91   (m)          176.9    (f) LEVELING    3  
 EH2941
 EH2941.Superseded values are not recommended for survey control.
 EH2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2941.See file dsdata.txt to determine how the superseded data were derived.
 EH2941
 EH2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8353605665(NAD 83)
 EH2941_MARKER: DS = TRIANGULATION STATION DISK
 EH2941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2941
 EH2941  HISTORY     - Date     Condition        Report By
 EH2941  HISTORY     - 1965     MONUMENTED       CGS
 EH2941  HISTORY     - 19780501 GOOD             USGS
 EH2941
 EH2941                          STATION DESCRIPTION
 EH2941
 EH2941'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2941'THE STATION IS 13-1/2 MILES SOUTH AND 5 MILES WEST OF MARVELL,
 EH2941'9-1/4 MILES WEST AND 4-1/2 MILES NORTH OF ELAINE, 7 MILES
 EH2941'EAST OF ST. CHARLES, ON TOP OF THE LEVEE AT MILEPOST 16/17,
 EH2941'AND ON PROPERTY CONTROLLED BY THE LEVEE BOARD.
 EH2941'
 EH2941'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH2941'44,85, AND 20 IN ELAINE, GO WESTERLY ON HIGHWAY 20 FOR 7.9
 EH2941'MILES TO THE POST OFFICE IN LAMBROOK ON THE LEFT.  CONTINUE
 EH2941'WEST ON HIGHWAY 20 FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT
 EH2941'AND GO NORTH ON A GRAVEL ROAD FOR 1.05 MILES TO A T-ROAD AT
 EH2941'THE TOP OF A LEVEE.  TURN LEFT AND GO WEST ON THE LEVEE
 EH2941'ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT,
 EH2941'PASSING OVER A WOODEN BRIDGE, AND GO NORTH ON A GRAVEL ROAD
 EH2941'FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 EH2941'NORTHERLY ON A DIRT ROAD FOR 0.7 MILE TO THE TOP OF A LEVEE.
 EH2941'TURN LEFT AND GO SOUTHWEST ON THE LEVEE ROAD FOR 1.25
 EH2941'MILES TO A METAL WITNESS POST AND THE AZIMUTH MARK ON
 EH2941'THE LEFT.  CONTINUE SOUTHWEST ON THE LEVEE ROAD FOR 0.35 MILE
 EH2941'TO MILEPOST NO.  16/17, A METAL WITNESS POST, AND THE
 EH2941'STATION ON THE LEFT.
 EH2941'
 EH2941'STATION MARKS ARE STANDARD DISKS STAMPED COW 1965.  THE SURFACE
 EH2941'DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH2941'OF THE GROUND.  IT IS 24 FEET SOUTHEAST OF THE CENTER OF
 EH2941'THE LEVEE ROAD, 18 FEET NORTHWEST OF MILEPOST NO. 16/17,
 EH2941'AND 4.6 FEET NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 EH2941'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW
 EH2941'THE SURFACE OF THE GROUND.
 EH2941'
 EH2941'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COW NO 1 1965,
 EH2941'IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH2941'OF THE GROUND.  IT IS 121 FEET NORTHEAST OF MILEPOST NO.
 EH2941'16/17, 114 FEET NORTHEAST OF THE METAL WITNESS POST, AND
 EH2941'19 FEET SOUTHEAST OF THE CENTER OF THE LEVEE ROAD.
 EH2941'
 EH2941'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COW NO 2 1965,
 EH2941'IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH2941'OF THE GROUND.  IT IS 115 FEET SOUTHWEST OF THE METAL WITNESS
 EH2941'POST, 107 FEET SOUTHWEST OF MILEPOST NO. 16/17, AND 22 FEET
 EH2941'SOUTHEAST OF THE CENTER OF THE LEVEE ROAD.
 EH2941'
 EH2941'AZIMUTH MARK, A STANDARD DISK STAMPED COW 1965, IS SET IN
 EH2941'A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 EH2941'IT IS 19 FEET SOUTHEAST OF THE CENTER OF THE LEVEE ROAD,
 EH2941'AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 EH2941'
 EH2941'NOTE- REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE PULLING
 EH2941'7 KG TAPE TENSION.
 EH2941'
 EH2941'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2941
 EH2941                          STATION RECOVERY (1978)
 EH2941
 EH2941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (SJK)
 EH2941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2987 ***********************************************************************
 EH2987  DESIGNATION -  COX
 EH2987  PID         -  EH2987
 EH2987  STATE/COUNTY-  AR/ARKANSAS
 EH2987  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2987
 EH2987                         *CURRENT SURVEY CONTROL
 EH2987  ___________________________________________________________________
 EH2987* NAD 83(1997)-  34 23 08.85664(N)    091 32 16.66641(W)     ADJUSTED  
 EH2987* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2987  ___________________________________________________________________
 EH2987  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 EH2987  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EH2987
 EH2987  HORZ ORDER  -  SECOND
 EH2987
 EH2987.The horizontal coordinates were established by classical geodetic methods
 EH2987.and adjusted by the National Geodetic Survey in September 1999..
 EH2987
 EH2987.The orthometric height was scaled from a topographic map.
 EH2987
 EH2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2987
 EH2987.The geoid height was determined by GEOID03.
 EH2987
 EH2987;                    North         East     Units Scale Factor Converg.
 EH2987;SPC AR S     -   590,769.912   442,488.449   MT  0.99993721   +0 15 31.0
 EH2987;SPC AR S     - 1,938,217.62  1,451,730.85   sFT  0.99993721   +0 15 31.0
 EH2987;UTM  15      - 3,805,901.961   634,407.846   MT  0.99982268   +0 49 33.0
 EH2987
 EH2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2987!SPC AR S     -   0.99999442  x   0.99993721  =   0.99993163
 EH2987!UTM  15      -   0.99999442  x   0.99982268  =   0.99981710
 EH2987
 EH2987:                Primary Azimuth Mark                     Grid Az
 EH2987:SPC AR S     -  ALMYRA MUNICIPAL TANK                    078 59 14.2
 EH2987:UTM  15      -  ALMYRA MUNICIPAL TANK                    078 25 12.2
 EH2987
 EH2987|---------------------------------------------------------------------|
 EH2987| PID    Reference Object                     Distance      Geod. Az  |
 EH2987|                                                           dddmmss.s |
 EH2987| EH2982 ALMYRA MUNICIPAL TANK               APPROX.11.9 KM 0791445.2 |
 EH2987| CY5892 COX RM 1                             33.991 METERS 09141     |
 EH2987| CY5893 COX RM 2                             27.807 METERS 31725     |
 EH2987| EH1650 B 113                                              3245416.2 |
 EH2987|---------------------------------------------------------------------|
 EH2987
 EH2987                          SUPERSEDED SURVEY CONTROL
 EH2987
 EH2987  NAD 83(1986)-  34 23 08.86404(N)    091 32 16.66091(W) AD(       ) 2
 EH2987  NAD 27      -  34 23 08.51258(N)    091 32 16.20528(W) AD(       ) 2
 EH2987
 EH2987.Superseded values are not recommended for survey control.
 EH2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2987.See file dsdata.txt to determine how the superseded data were derived.
 EH2987
 EH2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3440805902(NAD 83)
 EH2987_MARKER: DS = TRIANGULATION STATION DISK
 EH2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2987_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2987+STABILITY: SURFACE MOTION
 EH2987
 EH2987  HISTORY     - Date     Condition        Report By
 EH2987  HISTORY     - 1965     MONUMENTED       CGS
 EH2987  HISTORY     - 19980801 GOOD             NRCS
 EH2987
 EH2987                          STATION DESCRIPTION
 EH2987
 EH2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2987'STATION IS ABOUT 8 MILES SOUTH OF STUTTGART, 1/2 MILE NORTHEAST
 EH2987'OF THE COX RESERVOIR, IN THE NORTHWEST 1/4 OF SECTION 3,
 EH2987'T 4 S, R 5 W. AND ON THE HIGHWAY RIGHT-OF-WAY.
 EH2987'
 EH2987'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 EH2987'AND 130 AT THE SOUTHEAST EDGE OF STUTTGART, GO SOUTH ON STATE
 EH2987'HIGHWAY 11 FOR 6.1 MILES TO A CROSSROAD AND BENCH MARK B 113
 EH2987'ON THE LEFT IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 EH2987'CONTINUE SOUTH AND SOUTHEAST ON THE HIGHWAY FOR 0.5 MILE TO
 EH2987'THE STATION ON THE RIGHT.
 EH2987'
 EH2987'STATION MARKS ARE STANDARD DISKS STAMPED COX 1965.  THE SURFACE
 EH2987'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2987'THE SURFACE OF THE GROUND.  IT IS 13.2 FEET SOUTHEAST OF THE
 EH2987'SOUTHEAST END OF A CONCRETE CULVERT, 39 FEET SOUTHWEST OF THE
 EH2987'CENTERLINE OF STATE HIGHWAY 11, 112 FEET WEST OF A POWER
 EH2987'POLE AND 136.3 FEET WEST OF AN IRREGATION WATER PUMP.  THE
 EH2987'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 EH2987'INCHES BELOW THE SURFACE OF THE GROUND.
 EH2987'
 EH2987'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COX NO 1 1965,
 EH2987'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 EH2987'1.3 FEET WEST OF THE POWER POLE, 31 FEET SOUTH OF THE IRREGATION
 EH2987'WATER PUMP AND 38.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 EH2987'HIGHWAY.
 EH2987'
 EH2987'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COX NO 2 1965,
 EH2987'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH2987'IT IS 38 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 EH2987'72 FEET NORTHWEST OF THE NORTHWEST END OF THE CONCRETE CULVERT.
 EH2987'
 EH2987'BENCH MARK B 113, A STANDARD U.S. COAST AND GEODETIC SURVEY
 EH2987'BENCH MARK DISK STAMPED B 113 1954, IS SET IN A ROUND CONCRETE
 EH2987'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTH OF A
 EH2987'METAL WITNESS POST, 6 FEET SOUTHWEST OF POWER POLE NO. 121,
 EH2987'24 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 48 FEET
 EH2987'EAST OF THE CENTERLINE OF HIGHWAY 11.
 EH2987'
 EH2987'NOTE- REFERENCE MARK NO. 1 MEASURED WITH A 300 FOOT TAPE
 EH2987'PULLING 7 KG. TAPE TENSION AND REFERENCE MARK NO. 2 MEASURED
 EH2987'WITH A 30 METER TAPE PULLING 5 KG. TENSION.
 EH2987'
 EH2987'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2987
 EH2987                          STATION RECOVERY (1998)
 EH2987
 EH2987'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH2987'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0723 ***********************************************************************
 DL0723  DESIGNATION -  COX SCHOOL BOLT
 DL0723  PID         -  DL0723
 DL0723  STATE/COUNTY-  AR/MILLER
 DL0723  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0723
 DL0723                         *CURRENT SURVEY CONTROL
 DL0723  ___________________________________________________________________
 DL0723* NAD 83(1986)-  33 09 32.     (N)    093 49 27.     (W)     SCALED    
 DL0723* NAVD 88     -        64.38   (+/-2cm)     211.2    (feet)  VERTCON   
 DL0723  ___________________________________________________________________
 DL0723  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL0723
 DL0723  VERT ORDER  -  ? (See Below)
 DL0723
 DL0723.The horizontal coordinates were scaled from a topographic map and have
 DL0723.an estimated accuracy of +/- 6 seconds.
 DL0723
 DL0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0723.The vertical order pertains to the NGVD 29 superseded value.
 DL0723
 DL0723.The geoid height was determined by GEOID03.
 DL0723
 DL0723;                    North         East    Units  Estimated Accuracy
 DL0723;SPC AR S     -   456,110.      229,840.      MT  (+/- 180 meters Scaled)
 DL0723
 DL0723                          SUPERSEDED SURVEY CONTROL
 DL0723
 DL0723  NGVD 29 (??/??/92)   64.410  (m)          211.32   (f) ADJ UNCH    ?  
 DL0723
 DL0723.Superseded values are not recommended for survey control.
 DL0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0723.See file dsdata.txt to determine how the superseded data were derived.
 DL0723
 DL0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS231692(NAD 83)
 DL0723_MARKER: B = BOLT
 DL0723_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0723_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0723
 DL0723  HISTORY     - Date     Condition        Report By
 DL0723  HISTORY     - UNK      MONUMENTED       USE
 DL0723  HISTORY     - 1965     GOOD             NGS
 DL0723
 DL0723                          STATION DESCRIPTION
 DL0723
 DL0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DL0723'4 MI E FROM FORT LYNN.
 DL0723'ABOUT 4 MILES EAST OF FORT LYNN, MILLER COUNTY, ABOUT 1 MILE ALONG THE
 DL0723'LEVEE ABOVE THE MC KINNEY BAYOU BRIDGE, ON THE RIGHT BANK OF THE RED
 DL0723'RIVER ON THE O.G. COX PROPERTY, ABOUT 100 FT. NORTHWEST OF A ROAD
 DL0723'PARALLELING THE LEVEE, AND 25 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF
 DL0723'THE J. MILLS RESIDENTS.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE
 DL0723'SLAP ABOUT 3 FT. BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DL0723'IRON PIPE WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND LEVEL, THE PIPE
 DL0723'IS CAPPED WITH A STANDARD CAP BEARING, CORPS OF ENGINEERS, U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3073 ***********************************************************************
 EH3073  DESIGNATION -  COY MUNICIPAL TANK
 EH3073  PID         -  EH3073
 EH3073  STATE/COUNTY-  AR/LONOKE
 EH3073  USGS QUAD   -  ENGLAND (1982)
 EH3073
 EH3073                         *CURRENT SURVEY CONTROL
 EH3073  ___________________________________________________________________
 EH3073* NAD 83(1997)-  34 32 27.91736(N)    091 52 33.50588(W)     ADJUSTED  
 EH3073* NAVD 88     -                                                        
 EH3073  ___________________________________________________________________
 EH3073  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 EH3073  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EH3073
 EH3073  HORZ ORDER  -  THIRD
 EH3073
 EH3073.The horizontal coordinates were established by classical geodetic methods
 EH3073.and adjusted by the National Geodetic Survey in September 1999..
 EH3073
 EH3073
 EH3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3073
 EH3073.The geoid height was determined by GEOID03.
 EH3073
 EH3073;                    North         East     Units Scale Factor Converg.
 EH3073;SPC AR S     -   607,906.964   411,384.480   MT  0.99995747   +0 04 09.9
 EH3073;SPC AR S     - 1,994,441.43  1,349,683.91   sFT  0.99995747   +0 04 09.9
 EH3073;UTM  15      - 3,822,727.088   603,140.977   MT  0.99973112   +0 38 14.6
 EH3073
 EH3073                          SUPERSEDED SURVEY CONTROL
 EH3073
 EH3073  NAD 83(1986)-  34 32 27.92375(N)    091 52 33.49886(W) AD(       ) 4
 EH3073  NAD 27      -  34 32 27.58367(N)    091 52 33.00630(W) AD(       ) 3
 EH3073
 EH3073.Superseded values are not recommended for survey control.
 EH3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3073.See file dsdata.txt to determine how the superseded data were derived.
 EH3073
 EH3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0314122727(NAD 83)
 EH3073_MARKER: 53 = ELEVATED TANK
 EH3073
 EH3073  HISTORY     - Date     Condition        Report By
 EH3073  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3073
 EH3073                          STATION DESCRIPTION
 EH3073
 EH3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3073'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EH3073'IN THE NORTH EDGE OF THE SMALL VILLAGE OF COY, ABOUT 5 MILES
 EH3073'EAST OF ENGLAND.  IT IS A 4 LEGGED STEEL TANK PAINTED SILVER,
 EH3073'WITH THE LEGEND COY PRINTED IN LARGE BLACK LETTERS ON THE
 EH3073'NORTH AND SOUTH SIDES, AND IS ALONG THE WEST SIDE OF A SMALL
 EH3073'CONCRETE BLOCK BUILDING.  THE OVERALL HEIGHT IS 150 FEET.
 EH3073'
 EH3073'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 130
 EH3073'AND 31 AT THE NORTH EDGE OF COY, GO SOUTH ON STATE HIGHWAY
 EH3073'31 FOR 0.3 MILE TO A GRAVELED STREET ON THE RIGHT.  TURN
 EH3073'RIGHT AND GO WEST ON THE GRAVELED STREET FOR 0.1 MILE TO
 EH3073'THE END OF THE STREET AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1970 ***********************************************************************
 EJ1970  DESIGNATION -  CR H3
 EJ1970  PID         -  EJ1970
 EJ1970  STATE/COUNTY-  AR/CLARK
 EJ1970  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1970
 EJ1970                         *CURRENT SURVEY CONTROL
 EJ1970  ___________________________________________________________________
 EJ1970* NAD 83(1997)-  34 10 41.51146(N)    093 04 14.63864(W)     ADJUSTED  
 EJ1970* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EJ1970  ___________________________________________________________________
 EJ1970  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 EJ1970  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ1970
 EJ1970  HORZ ORDER  -  SECOND
 EJ1970
 EJ1970.The horizontal coordinates were established by classical geodetic methods
 EJ1970.and adjusted by the National Geodetic Survey in September 1999..
 EJ1970
 EJ1970.The orthometric height was scaled from a topographic map.
 EJ1970
 EJ1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1970
 EJ1970.The geoid height was determined by GEOID03.
 EJ1970
 EJ1970;                    North         East     Units Scale Factor Converg.
 EJ1970;SPC AR S     -   568,163.780   301,297.140   MT  0.99992161   -0 35 57.4
 EJ1970;SPC AR S     - 1,864,050.67    988,505.70   sFT  0.99992161   -0 35 57.4
 EJ1970;UTM  15      - 3,781,916.724   493,481.636   MT  0.99960052   -0 02 23.0
 EJ1970
 EJ1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1970!SPC AR S     -   0.99999449  x   0.99992161  =   0.99991610
 EJ1970!UTM  15      -   0.99999449  x   0.99960052  =   0.99959501
 EJ1970
 EJ1970                          SUPERSEDED SURVEY CONTROL
 EJ1970
 EJ1970  NAD 83(1986)-  34 10 41.52158(N)    093 04 14.63035(W) AD(       ) 2
 EJ1970  NAD 27      -  34 10 41.18700(N)    093 04 14.00300(W) AD(       ) 2
 EJ1970
 EJ1970.Superseded values are not recommended for survey control.
 EJ1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1970.See file dsdata.txt to determine how the superseded data were derived.
 EJ1970
 EJ1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9348281917(NAD 83)
 EJ1970_MARKER: DD = SURVEY DISK
 EJ1970_SETTING: 0 = UNSPECIFIED SETTING
 EJ1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1970
 EJ1970  HISTORY     - Date     Condition        Report By
 EJ1970  HISTORY     - 1941     MONUMENTED       USE
 EJ1970
 EJ1970                          STATION DESCRIPTION
 EJ1970
 EJ1970'DESCRIBED BY US ENGINEERS 1941 (KBJ)
 EJ1970'STATION IS ON PROPERTY OWNED BY MR. JOHN T. GOLDEN, AT THE
 EJ1970'SW CORNER OF A FIELD, ABOUT 4 MILES N OF ARKADELPHIA.  THE MARK
 EJ1970'IS A U.S.E. BRONZE DISK SET IN THE TOP OF A 2-INCH IRON
 EJ1970'PIPE WHICH PROJECTS 12 INCHES AND IS STAMPED U.S.E.D. CR-H3.
 EJ1970'IT IS 6.537 METERS SSW OF STATION CADDO, 2 FEET W OF A FENCE,
 EJ1970'9 FEET SW OF A WHITE REFERENCE POST AND 78 FEET E OF THE
 EJ1970'CENTER OF U.S. HIGHWAY 67.
 EJ1970'
 EJ1970'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 EJ1970'7 AND U.S. HIGHWAY 67, 4 MILES N OF ARKADELPHIA, GO S ON
 EJ1970'U.S. HIGHWAY 67 FOR 0.25 MILE TO THE MARK ON THE LEFT, E
 EJ1970'SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9661 ***********************************************************************
 DG9661  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9661  DESIGNATION -  CRAFTON TULL COOP CORS ARP
 DG9661  CORS_ID     -  CTA1
 DG9661  PID         -  DG9661
 DG9661  STATE/COUNTY-  AR/BENTON
 DG9661  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 DG9661
 DG9661                         *CURRENT SURVEY CONTROL
 DG9661  ___________________________________________________________________
 DG9661* NAD 83(CORS)-  36 20 37.34533(N)    094 10 48.00295(W)     ADJUSTED  
 DG9661* NAVD 88     -                                                        
 DG9661  ___________________________________________________________________
 DG9661  EPOCH DATE  -        2002.00
 DG9661  X           -    -374,931.940 (meters)                     COMP
 DG9661  Y           -  -5,130,116.764 (meters)                     COMP
 DG9661  Z           -   3,759,207.197 (meters)                     COMP
 DG9661  ELLIP HEIGHT-         385.17  (meters)          (03/??/05) GPS OBS
 DG9661  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DG9661
 DG9661  HORZ ORDER  -  SPECIAL (CORS)
 DG9661  ELLP ORDER  -  SPECIAL (CORS)
 DG9661
 DG9661.ITRF positions are available for this station.
 DG9661.The coordinates were established by GPS observations
 DG9661.and adjusted by the National Geodetic Survey in March 2005..
 DG9661.The coordinates are valid at the epoch date displayed above.
 DG9661.The epoch date for horizontal control is a decimal equivalence
 DG9661.of Year/Month/Day.
 DG9661
 DG9661
 DG9661.The PID for the CORS L1 Phase Center is DG9662.
 DG9661
 DG9661.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9661
 DG9661.The ellipsoidal height was determined by GPS observations
 DG9661.and is referenced to NAD 83.
 DG9661
 DG9661.The geoid height was determined by GEOID03.
 DG9661
 DG9661;                    North         East     Units Scale Factor Converg.
 DG9661;SPC AR N     -   225,210.073   204,310.892   MT  1.00002368   -1 16 06.7
 DG9661;SPC AR N     -   738,876.71    670,309.98   sFT  1.00002368   -1 16 06.7
 DG9661
 DG9661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9661!SPC AR N     -   0.99993955  x   1.00002368  =   0.99996323
 DG9661
 DG9661                          SUPERSEDED SURVEY CONTROL
 DG9661
 DG9661.No superseded survey control is available for this station.
 DG9661
 DG9661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9411022718(NAD 83)
 DG9661_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9661
 DG9661                          STATION DESCRIPTION
 DG9661
 DG9661'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9661'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9661'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9661'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9661'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9661'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9662 ***********************************************************************
 DG9662  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9662  DESIGNATION -  CRAFTON TULL COOP CORS L1 PHASE CENTER
 DG9662  CORS_ID     -  CTA1
 DG9662  PID         -  DG9662
 DG9662  STATE/COUNTY-  AR/BENTON
 DG9662  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 DG9662
 DG9662                         *CURRENT SURVEY CONTROL
 DG9662  ___________________________________________________________________
 DG9662* NAD 83(CORS)-  36 20 37.34542(N)    094 10 48.00298(W)     ADJUSTED  
 DG9662* NAVD 88     -                                                        
 DG9662  ___________________________________________________________________
 DG9662  EPOCH DATE  -        2002.00
 DG9662  X           -    -374,931.946 (meters)                     COMP
 DG9662  Y           -  -5,130,116.835 (meters)                     COMP
 DG9662  Z           -   3,759,207.253 (meters)                     COMP
 DG9662  ELLIP HEIGHT-         385.26  (meters)          (03/??/05) GPS OBS
 DG9662  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DG9662
 DG9662  HORZ ORDER  -  SPECIAL (CORS)
 DG9662  ELLP ORDER  -  SPECIAL (CORS)
 DG9662
 DG9662.ITRF positions are available for this station.
 DG9662.The coordinates were established by GPS observations
 DG9662.and adjusted by the National Geodetic Survey in March 2005..
 DG9662.The coordinates are valid at the epoch date displayed above.
 DG9662.The epoch date for horizontal control is a decimal equivalence
 DG9662.of Year/Month/Day.
 DG9662
 DG9662
 DG9662.The PID for the CORS ARP is DG9661.
 DG9662
 DG9662.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9662
 DG9662.The ellipsoidal height was determined by GPS observations
 DG9662.and is referenced to NAD 83.
 DG9662
 DG9662.The geoid height was determined by GEOID03.
 DG9662
 DG9662;                    North         East     Units Scale Factor Converg.
 DG9662;SPC AR N     -   225,210.076   204,310.891   MT  1.00002368   -1 16 06.7
 DG9662;SPC AR N     -   738,876.72    670,309.98   sFT  1.00002368   -1 16 06.7
 DG9662
 DG9662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9662!SPC AR N     -   0.99993954  x   1.00002368  =   0.99996322
 DG9662
 DG9662                          SUPERSEDED SURVEY CONTROL
 DG9662
 DG9662.No superseded survey control is available for this station.
 DG9662
 DG9662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9411022718(NAD 83)
 DG9662_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9662
 DG9662                          STATION DESCRIPTION
 DG9662
 DG9662'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9662'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9662'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9662'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9662'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9662'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1511 ***********************************************************************
 DL1511  DESIGNATION -  CRANK
 DL1511  PID         -  DL1511
 DL1511  STATE/COUNTY-  AR/MILLER
 DL1511  USGS QUAD   -  BOYD HILL (1975)
 DL1511
 DL1511                         *CURRENT SURVEY CONTROL
 DL1511  ___________________________________________________________________
 DL1511* NAD 83(1997)-  33 24 32.05822(N)    093 44 39.83680(W)     ADJUSTED  
 DL1511* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 DL1511  ___________________________________________________________________
 DL1511  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DL1511  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL1511
 DL1511  HORZ ORDER  -  SECOND
 DL1511
 DL1511.The horizontal coordinates were established by classical geodetic methods
 DL1511.and adjusted by the National Geodetic Survey in September 1999..
 DL1511
 DL1511.The orthometric height was scaled from a topographic map.
 DL1511
 DL1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1511
 DL1511.The geoid height was determined by GEOID03.
 DL1511
 DL1511;                    North         East     Units Scale Factor Converg.
 DL1511;SPC AR S     -   483,706.679   237,747.902   MT  0.99997764   -0 58 34.8
 DL1511;SPC AR S     - 1,586,961.00    780,011.24   sFT  0.99997764   -0 58 34.8
 DL1511;UTM  15      - 3,696,867.273   430,783.101   MT  0.99965907   -0 24 35.6
 DL1511
 DL1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1511!SPC AR S     -   0.99999307  x   0.99997764  =   0.99997071
 DL1511!UTM  15      -   0.99999307  x   0.99965907  =   0.99965214
 DL1511
 DL1511|---------------------------------------------------------------------|
 DL1511| PID    Reference Object                     Distance      Geod. Az  |
 DL1511|                                                           dddmmss.s |
 DL1511| DL0693 BECK CAP                            203.481 METERS 00539     |
 DL1511| CX5643 CRANK RM 1                           29.954 METERS 16356     |
 DL1511| CX5642 CRANK AZ MK                                        1793132.5 |
 DL1511| CX5644 CRANK RM 2                           29.620 METERS 34356     |
 DL1511|---------------------------------------------------------------------|
 DL1511
 DL1511                          SUPERSEDED SURVEY CONTROL
 DL1511
 DL1511  NAD 83(1997)-  33 24 32.06408(N)    093 44 39.82986(W) AD(       ) 2
 DL1511  NAD 83(1986)-  33 24 32.06905(N)    093 44 39.82267(W) AD(       ) 2
 DL1511  NAD 27      -  33 24 31.61900(N)    093 44 39.17100(W) AD(       ) 2
 DL1511
 DL1511.Superseded values are not recommended for survey control.
 DL1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1511.See file dsdata.txt to determine how the superseded data were derived.
 DL1511
 DL1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3078396867(NAD 83)
 DL1511_MARKER: DS = TRIANGULATION STATION DISK
 DL1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1511
 DL1511  HISTORY     - Date     Condition        Report By
 DL1511  HISTORY     - 1951     MONUMENTED       CGS
 DL1511  HISTORY     - 1963     MARK NOT FOUND   CGS
 DL1511
 DL1511                          STATION DESCRIPTION
 DL1511
 DL1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1511'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH AND 1-1/2
 DL1511'MILES WEST OF GARLAND, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 82.
 DL1511'IT IS 48 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, AND
 DL1511'5 FEET NORTHWEST OF A WITNESS POST.
 DL1511'
 DL1511'TO REACH THE STATION FROM THE POST OFFICE IN GARLAND, GO
 DL1511'WEST ON A GRAVELED ROAD 1 BLOCK.  BEAR LEFT AND GO SOUTHERLY
 DL1511'FOR 0.3 MILE TO U.S. HIGHWAY 82.  TURN RIGHT, AND GO NORTHERLY
 DL1511'ON HIGHWAY 82 FOR 3.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DL1511'CONTINUE NORTH ON THE HIGHWAY FOR 0.55 MILE TO THE STATION
 DL1511'ON THE RIGHT.
 DL1511'
 DL1511'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1511'CRANK 1951.
 DL1511'
 DL1511'REFERENCE MARK NO. 1 IS 44 FEET NORTHEAST OF THE CENTER
 DL1511'OF THE HIGHWAY.  THE MARK PROJECTS 3 INCHES AND THE DISK
 DL1511'IS STAMPED CRANK NO 1 1951.
 DL1511'
 DL1511'REFERENCE MARK NO. 2 IS 57 FEET NORTHEAST OF THE CENTER
 DL1511'OF THE HIGHWAY, AND 54 FEET SOUTHWEST OF A TELEPHONE POLE.
 DL1511'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CRANK
 DL1511'NO 2 1951.
 DL1511'
 DL1511'THE AZIMUTH MARK IS 59 FEET NORTHEAST OF THE CENTER OF THE
 DL1511'HIGHWAY, 28 FEET NORTHWEST OF A POWERLINE POLE, AND 3 FEET
 DL1511'SOUTHWEST OF A FENCE.  THE MARK PROJECTS 10 INCHES AND THE
 DL1511'DISK IS STAMPED CRANK 1951.
 DL1511'
 DL1511'PBM BECK (USE) IS 54 FEET NORTH OF THE NORTHWEST CORNER
 DL1511'OF A BRIDGE SPANNING A DRAINAGE DITCH, AND 23 FEET WEST
 DL1511'OF THE CENTER OF A GRAVELED ROAD.  THE MARK IS A BRONZE
 DL1511'CAP OF THE UNITED STATES ENGINEER DEPARTMENT VICKSBURG DISTRICT
 DL1511'BOLTED TO THE TOP OF A 3-INCH IRON PIPE WHICH IS SET IN
 DL1511'A 3-FOOT SQUARE CONCRETE BLOCK THAT PROJECTS ABOUT 3 FEET.
 DL1511'THE CAP IS NOT STAMPED.
 DL1511'
 DL1511'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK ARE STANDARD
 DL1511'DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL1511'
 DL1511'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1511
 DL1511                          STATION RECOVERY (1963)
 DL1511
 DL1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1511'A SEARCH WAS MADE FOR THIS STATION BUT NEITHER THE STATION
 DL1511'NOR THE REFERENCE MARKS WERE RECOVERED.  IT APPEARS THAT
 DL1511'THESE MARKS MAY HAVE BEEN DESTROYED BY GRADING ALONG THE
 DL1511'HIGHWAY RIGHT OF WAY.
 DL1511'
 DL1511'THE AZIMUTH MARK AND P.B.M. BECK (U.S.E.) WERE RECOVERED
 DL1511'AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2995 ***********************************************************************
 AE2995  CBN         -  This is a Cooperative Base Network Control Station.
 AE2995  DESIGNATION -  CRAWFORD
 AE2995  PID         -  AE2995
 AE2995  STATE/COUNTY-  AR/BAXTER
 AE2995  USGS QUAD   -  CLARKRIDGE (1981)
 AE2995
 AE2995                         *CURRENT SURVEY CONTROL
 AE2995  ___________________________________________________________________
 AE2995* NAD 83(1997)-  36 29 29.48901(N)    092 19 18.02032(W)     ADJUSTED  
 AE2995* NAVD 88     -       262.4    (meters)     861.     (feet)  GPS OBS   
 AE2995  ___________________________________________________________________
 AE2995  X           -    -207,974.541 (meters)                     COMP
 AE2995  Y           -  -5,129,725.181 (meters)                     COMP
 AE2995  Z           -   3,772,317.633 (meters)                     COMP
 AE2995  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AE2995  ELLIP HEIGHT-         233.97  (meters)          (09/21/01) GPS OBS
 AE2995  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AE2995
 AE2995  HORZ ORDER  -  B
 AE2995  ELLP ORDER  -  FOURTH    CLASS II
 AE2995
 AE2995.The horizontal coordinates were established by GPS observations
 AE2995.and adjusted by the National Geodetic Survey in September 1997..
 AE2995
 AE2995.The orthometric height was determined by GPS observations and a
 AE2995.high-resolution geoid model.
 AE2995
 AE2995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2995
 AE2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2995
 AE2995.The ellipsoidal height was determined by GPS observations
 AE2995.and is referenced to NAD 83.
 AE2995
 AE2995.The geoid height was determined by GEOID03.
 AE2995
 AE2995;                    North         East     Units Scale Factor Converg.
 AE2995;SPC AR N     -   239,494.306   371,176.169   MT  1.00006125   -0 11 13.9
 AE2995;SPC AR N     -   785,740.90  1,217,767.15   sFT  1.00006125   -0 11 13.9
 AE2995;UTM  15      - 4,038,681.858   560,754.854   MT  0.99964548   +0 24 12.3
 AE2995
 AE2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2995!SPC AR N     -   0.99996328  x   1.00006125  =   1.00002453
 AE2995!UTM  15      -   0.99996328  x   0.99964548  =   0.99960877
 AE2995
 AE2995                          SUPERSEDED SURVEY CONTROL
 AE2995
 AE2995  ELLIP H (09/19/97)  233.98   (m)                       GP(       ) 4 1
 AE2995
 AE2995.Superseded values are not recommended for survey control.
 AE2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2995.See file dsdata.txt to determine how the superseded data were derived.
 AE2995
 AE2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6075538682(NAD 83)
 AE2995_MARKER: DD = SURVEY DISK
 AE2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2995_STAMPING: STA. CRAWFORD 1996
 AE2995_MARK LOGO: AR-005
 AE2995_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2995+STABILITY: SURFACE MOTION
 AE2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2995+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 AE2995
 AE2995  HISTORY     - Date     Condition        Report By
 AE2995  HISTORY     - 1996     MONUMENTED       AR-005
 AE2995  HISTORY     - 19970211 GOOD             NGS
 AE2995
 AE2995                          STATION DESCRIPTION
 AE2995
 AE2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE2995'THE STATION IS LOCATED IN SECTION 13, TWP 21 N, RNG 13 W, ABOUT 0.5 MI
 AE2995'(0.8 KM) SOUTH OF THE ARKANSAS-MISSOURI STATE LINE, 1 MI (1.61 KM)
 AE2995'EAST OF STATE HIGHWAY 201, ON THE RIGHT-OF-WAY OF COUNTY ROAD NUMBER
 AE2995'37.  TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME, GO
 AE2995'NORTH ON ARKANSAS STATE HIGHWAY 201 FOR 12.6 MI (20.3 KM) TO THE
 AE2995'JUNCTION OF COUNTY ROAD NUMBER 37 0N RIGHT.  TURN RIGHT AND GO EAST
 AE2995'FOR 0.90 MI (1.45 KM) ON COUNTY ROAD 37 TO THE STATION ON THE LEFT.
 AE2995'THE STATION IS 22 FT (6.7 M) NORTHEAST OF THE CENTERLINE OF COUNTY
 AE2995'ROAD 37, 3.5 FT (1.1 M) SOUTH OF AN 8-INCH WOODEN FENCE POST WITH SIGN
 AE2995'AND 26.7 FEET (8.1 M) NORTHWEST OF A GRAVEL DRIVEWAY TO THE CRAWFORD
 AE2995'RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2043 ***********************************************************************
 FF2043  DESIGNATION -  CRAWFORDSVILLE MUNICIPAL TANK
 FF2043  PID         -  FF2043
 FF2043  STATE/COUNTY-  AR/CRITTENDEN
 FF2043  USGS QUAD   -  CRAWFORDSVILLE (1993)
 FF2043
 FF2043                         *CURRENT SURVEY CONTROL
 FF2043  ___________________________________________________________________
 FF2043* NAD 83(1997)-  35 13 17.96701(N)    090 19 29.73377(W)     ADJUSTED  
 FF2043* NAVD 88     -                                                        
 FF2043  ___________________________________________________________________
 FF2043  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FF2043  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2043
 FF2043  HORZ ORDER  -  THIRD
 FF2043
 FF2043.The horizontal coordinates were established by classical geodetic methods
 FF2043.and adjusted by the National Geodetic Survey in September 1999..
 FF2043
 FF2043
 FF2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2043
 FF2043.The geoid height was determined by GEOID03.
 FF2043
 FF2043;                    North         East     Units Scale Factor Converg.
 FF2043;SPC AR N     -    99,849.034   552,486.840   MT  0.99995584   +0 58 29.0
 FF2043;SPC AR N     -   327,588.04  1,812,617.24   sFT  0.99995584   +0 58 29.0
 FF2043;SPC TN       -   107,258.833   206,379.186   MT  1.00000512   -2 31 55.1
 FF2043;SPC TN       -   351,898.35    677,095.71   sFT  1.00000512   -2 31 55.1
 FF2043;UTM  15      - 3,900,903.960   743,474.681   MT  1.00033063   +1 32 36.9
 FF2043
 FF2043                          SUPERSEDED SURVEY CONTROL
 FF2043
 FF2043  NAD 83(1997)-  35 13 17.96794(N)    090 19 29.73319(W) AD(       ) 4
 FF2043  NAD 83(1997)-  35 13 17.97273(N)    090 19 29.73260(W) AD(       ) 4
 FF2043  NAD 83(1986)-  35 13 17.97712(N)    090 19 29.73367(W) AD(       ) 4
 FF2043  NAD 27      -  35 13 17.66400(N)    090 19 29.39900(W) AD(       ) 3
 FF2043
 FF2043.Superseded values are not recommended for survey control.
 FF2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2043.See file dsdata.txt to determine how the superseded data were derived.
 FF2043
 FF2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4347500904(NAD 83)
 FF2043_MARKER: 53 = ELEVATED TANK
 FF2043
 FF2043  HISTORY     - Date     Condition        Report By
 FF2043  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2043
 FF2043                          STATION DESCRIPTION
 FF2043
 FF2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2043'THE STATION IS LOCATED IN THE SOUTHERN PART OF CRAWFORDSVILLE,
 FF2043'ADJACENT TO THE RAILROAD TRACK.  IT IS AN ELEVATED TANK
 FF2043'SUPPORTED BY FOUR STEEL LEGS, ALUMINUM IN COLOR, AND ABOUT
 FF2043'130 FEET HIGH.  THE POINT OBSERVED ON WAS THE APEX OF THE
 FF2043'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0612 ***********************************************************************
 FF0612  DESIGNATION -  CREEK
 FF0612  PID         -  FF0612
 FF0612  STATE/COUNTY-  AR/ST FRANCIS
 FF0612  USGS QUAD   -  MADISON (1993)
 FF0612
 FF0612                         *CURRENT SURVEY CONTROL
 FF0612  ___________________________________________________________________
 FF0612* NAD 83(1997)-  35 00 11.03016(N)    090 44 19.34015(W)     ADJUSTED  
 FF0612* NAVD 88     -        68.636  (meters)     225.18   (feet)  ADJUSTED  
 FF0612  ___________________________________________________________________
 FF0612  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FF0612  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0612  DYNAMIC HT  -          68.573 (meters)     224.98  (feet)  COMP
 FF0612  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 FF0612
 FF0612  HORZ ORDER  -  FIRST
 FF0612  VERT ORDER  -  FIRST     CLASS II
 FF0612
 FF0612.The horizontal coordinates were established by classical geodetic methods
 FF0612.and adjusted by the National Geodetic Survey in September 1999..
 FF0612
 FF0612.The orthometric height was determined by differential leveling
 FF0612.and adjusted by the National Geodetic Survey in June 1991..
 FF0612.WARNING-Repeat measurements at this control monument indicate possible
 FF0612.vertical movement.
 FF0612
 FF0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0612
 FF0612.The geoid height was determined by GEOID03.
 FF0612
 FF0612.The dynamic height is computed by dividing the NAVD 88
 FF0612.geopotential number by the normal gravity value computed on the
 FF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0612.degrees latitude (g = 980.6199 gals.).
 FF0612
 FF0612.The modeled gravity was interpolated from observed gravity values.
 FF0612
 FF0612;                    North         East     Units Scale Factor Converg.
 FF0612;SPC AR N     -    75,038.734   515,132.322   MT  0.99998702   +0 44 02.2
 FF0612;SPC AR N     -   246,189.58  1,690,063.29   sFT  0.99998702   +0 44 02.2
 FF0612;SPC AR S     -   659,859.532   515,141.108   MT  1.00006128   +0 42 21.4
 FF0612;SPC AR S     - 2,164,889.15  1,690,092.12   sFT  1.00006128   +0 42 21.4
 FF0612;UTM  15      - 3,875,719.434   706,357.635   MT  1.00012485   +1 17 51.3
 FF0612
 FF0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0612!SPC AR N     -   0.99999347  x   0.99998702  =   0.99998049
 FF0612!SPC AR S     -   0.99999347  x   1.00006128  =   1.00005474
 FF0612!UTM  15      -   0.99999347  x   1.00012485  =   1.00011831
 FF0612
 FF0612|---------------------------------------------------------------------|
 FF0612| PID    Reference Object                     Distance      Geod. Az  |
 FF0612|                                                           dddmmss.s |
 FF0612| FF0611 CREEK RM 1                           14.248 METERS 19054     |
 FF0612| EH1050 CROW                                APPROX. 1.8 KM 2585110.4 |
 FF0612|---------------------------------------------------------------------|
 FF0612
 FF0612                          SUPERSEDED SURVEY CONTROL
 FF0612
 FF0612  NAD 83(1997)-  35 00 11.03413(N)    090 44 19.33834(W) AD(       ) 1
 FF0612  NAD 83(1997)-  35 00 11.03929(N)    090 44 19.33893(W) AD(       ) 1
 FF0612  NAD 83(1986)-  35 00 11.03942(N)    090 44 19.33895(W) AD(       ) 1
 FF0612  NAD 27      -  35 00 10.70980(N)    090 44 18.94240(W) AD(       ) 1
 FF0612  NGVD 29 (??/??/??)   68.619  (m)          225.13   (f) ADJUSTED    1 2
 FF0612
 FF0612.Superseded values are not recommended for survey control.
 FF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0612.See file dsdata.txt to determine how the superseded data were derived.
 FF0612
 FF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0635875719(NAD 83)
 FF0612_MARKER: DS = TRIANGULATION STATION DISK
 FF0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0612_STAMPING: CREEK 1916 1920 BM
 FF0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0612+STABILITY: SURFACE MOTION
 FF0612
 FF0612  HISTORY     - Date     Condition        Report By
 FF0612  HISTORY     - 1916     MONUMENTED       CGS
 FF0612  HISTORY     - 1920     GOOD             CGS
 FF0612  HISTORY     - 1935     GOOD             CGS
 FF0612  HISTORY     - 1955     GOOD             CGS
 FF0612  HISTORY     - 1955     GOOD             CGS
 FF0612
 FF0612                          STATION DESCRIPTION
 FF0612
 FF0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF0612'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF0612'RAILWAY, AT A CURVE NEAR RAILWAY STATION CROW CREEK, 13.02
 FF0612'METERS (42.7 FEET) S OF S RAIL OF MAIN TRACK, 85 METERS
 FF0612'(279 FEET) W OF STATION BOARD, 3.31 METERS (10.9 FEET) E
 FF0612'OF FIFTH TELEGRAPH POLE E OF MILEPOST 42, AND 14.8 METERS
 FF0612'(49 FEET) S OF E ABUTMENT OF BRIDGE NO. 419 OVER CROW CREEK,
 FF0612'AT INTERSECTION ON PROLONGATIONS OF TANGENTS TO CURVE OF S
 FF0612'RAIL OF MAIN TRACK.
 FF0612'
 FF0612'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS SET
 FF0612'IN CONCRETE.
 FF0612'
 FF0612'A STANDARD REFERENCE DISK SET IN CONCRETE, IS 4.37
 FF0612'METERS (14.3 FEET) N OF S FENCE LINE OF RIGHT-OF-WAY, AND
 FF0612'14.248 METERS (46.75 FEET) FROM STATION, S 10 DEG 54 MIN W.
 FF0612
 FF0612                          STATION RECOVERY (1920)
 FF0612
 FF0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FF0612'IN 1920 STATION MARK WAS STAMPED WITH NAME AND DATES
 FF0612'1916, 1920.  REFERENCE MARK WAS STAMPED REF. CREEK
 FF0612'1916 B.M.1920.  IN 1920 REFERENCE MARK WAS AT EDGE OF SMALL
 FF0612'STREAM AND IN DANGER OF BEING WASHED OUT.
 FF0612'
 FF0612'ELEVATION OF STATION IS 68.619 METERS (225.128 FEET), OF
 FF0612'REFERENCE MARK, 68.561 METERS (224.937 FEET).
 FF0612
 FF0612                          STATION RECOVERY (1935)
 FF0612
 FF0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0612'STATION RECOVERED IN GOOD CONDITION, ON RIGHT-OF-WAY OF CHICAGO,
 FF0612'ROCK ISLAND AND PACIFIC RAILROAD AT CURVE NEAR RAILROAD STATION
 FF0612'CROW CREEK, 12.96 METERS (42.48 FEET) S OF S RAIL OF MAIN
 FF0612'TRACK, 3.45 METERS (11.33 FEET) SE OF 35TH TELEGRAPH POLE W OF
 FF0612'MILEPOST 41, 111 FEET NE OF CENTER PIER OF HIGHWAY BRIDGE, AND
 FF0612'44 FEET SE OF E END OF RAILROAD BRIDGE.
 FF0612'
 FF0612'REFERENCE MARK NO. 1 (1916) RECOVERED IN GOOD CONDITION, AS
 FF0612'DESCRIBED IN 1920, JUST E OF EDGE OF SMALL STREAM BUT LIABLE
 FF0612'TO BE WASHED OUT.  IT IS 14.25 METERS (46.77 FEET) FROM STATION,
 FF0612'S 10 DEG 54 MIN 36.3 SEC W.
 FF0612'
 FF0612'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 FF0612'A 14- BY 14- BY 30-INCH CONCRETE PIER, 11.24 METERS (36.9 FEET)
 FF0612'S OF S RAIL OF MAIN TRACK, 6.47 FEET SW OF 34TH TELEGRAPH POLE
 FF0612'W OF MILEPOST 41, 34.05 METERS (117.66 FEET) FROM STATION,
 FF0612'N 68 DEG 19 MIN 42 SEC E.
 FF0612'
 FF0612'R.M.NO.2 TO R.M.NO.1 IS 43.38 METERS (142.37 FEET),
 FF0612'S 52 DEG 15 MIN 30 SEC W.
 FF0612'
 FF0612'R.M.NO.2 TO R.M.NO.3 IS 37.695 METERS (123.66 FEET),
 FF0612'S 46 DEG 16 MIN 30 SEC W.
 FF0612'
 FF0612'REFERENCE MARK NO. 3 (1935) IS A STANDARD BRONZE DISK SET IN
 FF0612'A 14- BY 14- BY 30-INCH CONCRETE PIER, NEAR S FENCE OF
 FF0612'RIGHT-OF-WAY, 15 FEET E OF FENCE CORNER 14.165 METERS (46.48
 FF0612'FEET) FROM STATION, S 18 DEG 00 MIN 22 SEC E.
 FF0612'
 FF0612'DISTANCE R.M.NO.3 TO R.M.NO.1 IS 7.09 METERS (23.27 FEET),
 FF0612'S 85 DEG 49 MIN 30 SEC W.
 FF0612
 FF0612                          STATION RECOVERY (1955)
 FF0612
 FF0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CS)
 FF0612'THE STATION IS LOCATED ALONG THE CHICAGO, ROCK ISLAND AND
 FF0612'PACIFIC RAILROAD ABOUT 2.9 MILES EAST OF THE STATION AT FORREST
 FF0612'CITY, ABOUT 214 YARDS NORTHEAST OF MILE POLE 42, 42-1/2 FEET
 FF0612'SOUTHEAST OF SOUTHEAST RAIL, 39 FEET SOUTHEAST OF EAST CORNER
 FF0612'OF NORTHEAST END OF TRESTLE NO. 41.9 OVER LITTLE CROW CREEK,
 FF0612'11-1/2 FEET EAST OF THE 35TH TELEPHONE POLE WEST OF MILE POLE
 FF0612'41, 110-1/2 FEET NORTH OF NORTHWEST END OF CENTER PIER OF A
 FF0612'CONCRETE BRIDGE UNDER A GRAVEL ROAD PARALLEL TO TRACK, ABOUT 5
 FF0612'FEET BELOW LEVEL OF TRACK, IN THE TOP OF A CONCRETE POST
 FF0612'PROJECTING 1 INCH AND STAMPED CREEK 1916 1920 BM.  THE
 FF0612'STATION MARK LEANS SLIGHTLY TO THE NORTHWEST.
 FF0612'
 FF0612'REFERENCE MARK NO. 1 IS 46.76 FEET (14.252 METERS) SOUTH-SOUTHEAST
 FF0612'OF THE STATION, 83-1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 79-1/2
 FF0612'FEET SOUTHEAST OF EAST CORNER OF TRESTLE OVER LITTLE CROW
 FF0612'CREEK, 72-1/2 FEET NORTHEAST OF NORTHWEST END OF CENTER PIER
 FF0612'OF CONCRETE BRIDGE ON GRAVEL ROAD PARALLEL TO TRACK, 30 FEET
 FF0612'NORTHWEST OF CENTER LINE OF GRAVEL ROAD, 1 FOOT EAST OF A
 FF0612'WHITE WOODEN WITNESS POST, ABOUT 5-1/2 FEET BELOW LEVEL OF
 FF0612'TRACK, IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDER
 FF0612'GROUND AND STAMPED CREEK 1916 1920 RM 1 BM.  THE POST HAS
 FF0612'BEEN HIT AND THE DISK IS MUTILIATED.
 FF0612'
 FF0612'REFERENCE MARK NO. 2 IS 111.65 FEET (34.032 METERS) NORTHEAST
 FF0612'OF STATION, 37 FEET SOUTHEAST OF SOUTHEAST RAIL, 6-1/2 FEET
 FF0612'EAST-NORTHEAST OF 34TH TELEPHONE POLE SOUTHWEST OF MILE POLE
 FF0612'41, 124 FEET EAST-NORTHEAST OF EAST CORNER OF TRESTLE OVER
 FF0612'LITTLE CROW CREEK, ABOUT 5 FEET BELOW LEVEL OF TRACK, IN THE TOP
 FF0612'OF A CONCRETE POST PROJECTING 1 INCH AND STAMPED CREEK 1916 1920
 FF0612'RM NO. 1.  THE DISTANCE PUBLISHED IN ORIGINAL DESCRIPTION OF
 FF0612'117.66 FEET IS IN ERROR AND SHOULD BE 111.65 FEET.
 FF0612'
 FF0612'REFERENCE MARK NO. 3 IS 46.50 FEET (14.174 METERS) SOUTHEAST
 FF0612'OF STATION MARK, 89 FEET SOUTHEAST OF SOUTHEAST RAIL, 85 FEET
 FF0612'SOUTHEAST OF EAST CORNER OF TRESTLE OVER LITTLE CROW CREEK, 93
 FF0612'FEET NORTHEAST OF NORTHWEST END OF CENTER PIER OF CONCRETE
 FF0612'BRIDGE ON GRAVEL ROAD PARALLEL TO TRACK, 26 FEET NORTHWEST
 FF0612'OF CENTER LINE OF ROAD 1 FOOT NORTHWEST OF A FENCE LINE, ABOUT
 FF0612'5-1/2 FEET BELOW LEVEL OF TRACK, IN THE TOP OF A CONCRETE
 FF0612'POST ABOUT 2 INCHES UNDERGROUND AND STAMPED CREEK 1916 1920
 FF0612'RM 3.
 FF0612
 FF0612                          STATION RECOVERY (1955)
 FF0612
 FF0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF0612'1.2 MI SW FROM MADISON.
 FF0612'ABOUT 1.15 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0612'PACIFIC RAILROAD FROM THE STATION AT MADISON, ABOUT 214 YARDS
 FF0612'NORTHEAST OF MILE POLE 42, 42 1/2 FEET SOUTHEAST OF SOUTHEAST
 FF0612'RAIL, 39 FEET SOUTHEAST OF EAST CORNER OF NORTHEAST END OF
 FF0612'TRESTLE NO. 419 OVER LITTLE CROW CREEK, 11 1/2 FEET EAST OF A
 FF0612'TELEPHONE POLE, 110 1/2 FEET NORTH OF NORTHWEST END OF CENTER
 FF0612'PIER OF CONCRETE BRIDGE UNDER A GRAVEL ROAD PARALLEL TO TRACK,
 FF0612'46.4 FEET NORTHWEST OF RM NO. 1, 111.6 FEET SOUTHWEST OF RM NO.
 FF0612'2, 46.5 FEET NORTHWEST OF RM NO. 3, ABOUT 5 FEET BELOW LEVEL OF
 FF0612'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0611 ***********************************************************************
 FF0611  DESIGNATION -  CREEK RM 1
 FF0611  PID         -  FF0611
 FF0611  STATE/COUNTY-  AR/ST FRANCIS
 FF0611  USGS QUAD   -  MADISON (1993)
 FF0611
 FF0611                         *CURRENT SURVEY CONTROL
 FF0611  ___________________________________________________________________
 FF0611* NAD 83(1986)-  35 00 09.     (N)    090 44 18.     (W)     SCALED    
 FF0611* NAVD 88     -        68.575  (meters)     224.98   (feet)  ADJUSTED  
 FF0611  ___________________________________________________________________
 FF0611  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0611  DYNAMIC HT  -          68.513 (meters)     224.78  (feet)  COMP
 FF0611  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 FF0611
 FF0611  VERT ORDER  -  FIRST     CLASS II
 FF0611
 FF0611.The horizontal coordinates were scaled from a topographic map and have
 FF0611.an estimated accuracy of +/- 6 seconds.
 FF0611
 FF0611.The orthometric height was determined by differential leveling
 FF0611.and adjusted by the National Geodetic Survey in June 1991..
 FF0611
 FF0611.The geoid height was determined by GEOID03.
 FF0611
 FF0611.The dynamic height is computed by dividing the NAVD 88
 FF0611.geopotential number by the normal gravity value computed on the
 FF0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0611.degrees latitude (g = 980.6199 gals.).
 FF0611
 FF0611.The modeled gravity was interpolated from observed gravity values.
 FF0611
 FF0611;                    North         East    Units  Estimated Accuracy
 FF0611;SPC AR N     -    74,980.      515,170.      MT  (+/- 180 meters Scaled)
 FF0611
 FF0611                          SUPERSEDED SURVEY CONTROL
 FF0611
 FF0611  NGVD 29 (??/??/??)   68.558  (m)          224.93   (f) ADJUSTED    1 2
 FF0611
 FF0611.Superseded values are not recommended for survey control.
 FF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0611.See file dsdata.txt to determine how the superseded data were derived.
 FF0611
 FF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU063756(NAD 83)
 FF0611_MARKER: DR = REFERENCE MARK DISK
 FF0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0611_STAMPING: CREEK RM 1 1916 1920 BM
 FF0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0611+STABILITY: SURFACE MOTION
 FF0611
 FF0611  HISTORY     - Date     Condition        Report By
 FF0611  HISTORY     - 1916     MONUMENTED       CGS
 FF0611  HISTORY     - 1955     GOOD             CGS
 FF0611
 FF0611                          STATION DESCRIPTION
 FF0611
 FF0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0611'1.2 MI SW FROM MADISON.
 FF0611'ABOUT 1.15 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0611'PACIFIC RAILROAD FROM THE STATION AT MADISON, ABOUT 208 YARDS
 FF0611'NORTHEAST OF MILE POLE 42, 83 1/2 FEET SOUTHEAST OF SOUTHEAST
 FF0611'RAIL, 79 1/2 FEET SOUTHEAST OF EAST CORNER OF NORTHEAST END OF
 FF0611'TRESTLE NO. 419 OVER LITTLE CROW CREEK, 72 1/2 FEET NORTHEAST OF
 FF0611'NORTHWEST END OF CENTER PIER OF CONCRETE BRIDGE UNDER A GRAVEL
 FF0611'ROAD PARALLEL TO TRACK, 30 FEET NORTHWEST OF CENTER LINE OF ROAD,
 FF0611'23.1 FEET SOUTHWEST OF RM 3, 46.4 FEET SOUTHEAST OF STATION MARK,
 FF0611'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 1/2 FEET
 FF0611'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0611'1 INCH UNDERGROUND.  NOTE-- THE TOP OF POST AND DISK IS BATTERED
 FF0611'AND THE SOUTH EDGE OF DISK, WHICH IS HIGH POINT, WAS LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0614 ***********************************************************************
 FF0614  DESIGNATION -  CREEK RM 2
 FF0614  PID         -  FF0614
 FF0614  STATE/COUNTY-  AR/ST FRANCIS
 FF0614  USGS QUAD   -  MADISON (1993)
 FF0614
 FF0614                         *CURRENT SURVEY CONTROL
 FF0614  ___________________________________________________________________
 FF0614* NAD 83(1986)-  35 00 09.     (N)    090 44 18.     (W)     SCALED    
 FF0614* NAVD 88     -        68.299  (meters)     224.08   (feet)  ADJUSTED  
 FF0614  ___________________________________________________________________
 FF0614  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0614  DYNAMIC HT  -          68.237 (meters)     223.87  (feet)  COMP
 FF0614  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 FF0614
 FF0614  VERT ORDER  -  FIRST     CLASS II
 FF0614
 FF0614.The horizontal coordinates were scaled from a topographic map and have
 FF0614.an estimated accuracy of +/- 6 seconds.
 FF0614
 FF0614.The orthometric height was determined by differential leveling
 FF0614.and adjusted by the National Geodetic Survey in June 1991..
 FF0614
 FF0614.The geoid height was determined by GEOID03.
 FF0614
 FF0614.The dynamic height is computed by dividing the NAVD 88
 FF0614.geopotential number by the normal gravity value computed on the
 FF0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0614.degrees latitude (g = 980.6199 gals.).
 FF0614
 FF0614.The modeled gravity was interpolated from observed gravity values.
 FF0614
 FF0614;                    North         East    Units  Estimated Accuracy
 FF0614;SPC AR N     -    74,980.      515,170.      MT  (+/- 180 meters Scaled)
 FF0614
 FF0614                          SUPERSEDED SURVEY CONTROL
 FF0614
 FF0614  NGVD 29 (??/??/??)   68.282  (m)          224.02   (f) ADJUSTED    1 2
 FF0614
 FF0614.Superseded values are not recommended for survey control.
 FF0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0614.See file dsdata.txt to determine how the superseded data were derived.
 FF0614
 FF0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU063756(NAD 83)
 FF0614_MARKER: DR = REFERENCE MARK DISK
 FF0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0614_STAMPING: CREEK RM 2 1916 1920
 FF0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0614+STABILITY: SURFACE MOTION
 FF0614
 FF0614  HISTORY     - Date     Condition        Report By
 FF0614  HISTORY     - 1935     MONUMENTED       CGS
 FF0614  HISTORY     - 1955     GOOD             CGS
 FF0614
 FF0614                          STATION DESCRIPTION
 FF0614
 FF0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0614'1.2 MI SW FROM MADISON.
 FF0614'ABOUT 1.15 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0614'PACIFIC RAILROAD FROM THE STATION AT MADISON, ABOUT 246 YARDS
 FF0614'NORTHEAST OF MILE POLE 42, 37 FEET SOUTHEAST OF SOUTHEAST RAIL,
 FF0614'124 FEET EAST-NORTHEAST OF EAST CORNER OF NORTHEAST END OF
 FF0614'TRESTLE NO. 419 OVER LITTLE CROW CREEK, 111.6 FEET NORTHEAST OF
 FF0614'STATION MARK, 6 1/2 FEET SOUTH OF A TELEPHONE POLE, ABOUT 5 FEET
 FF0614'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0614'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0613 ***********************************************************************
 FF0613  DESIGNATION -  CREEK RM 3
 FF0613  PID         -  FF0613
 FF0613  STATE/COUNTY-  AR/ST FRANCIS
 FF0613  USGS QUAD   -  MADISON (1993)
 FF0613
 FF0613                         *CURRENT SURVEY CONTROL
 FF0613  ___________________________________________________________________
 FF0613* NAD 83(1986)-  35 00 09.     (N)    090 44 18.     (W)     SCALED    
 FF0613* NAVD 88     -        68.620  (meters)     225.13   (feet)  ADJUSTED  
 FF0613  ___________________________________________________________________
 FF0613  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0613  DYNAMIC HT  -          68.558 (meters)     224.93  (feet)  COMP
 FF0613  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 FF0613
 FF0613  VERT ORDER  -  FIRST     CLASS II
 FF0613
 FF0613.The horizontal coordinates were scaled from a topographic map and have
 FF0613.an estimated accuracy of +/- 6 seconds.
 FF0613
 FF0613.The orthometric height was determined by differential leveling
 FF0613.and adjusted by the National Geodetic Survey in June 1991..
 FF0613
 FF0613.The geoid height was determined by GEOID03.
 FF0613
 FF0613.The dynamic height is computed by dividing the NAVD 88
 FF0613.geopotential number by the normal gravity value computed on the
 FF0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0613.degrees latitude (g = 980.6199 gals.).
 FF0613
 FF0613.The modeled gravity was interpolated from observed gravity values.
 FF0613
 FF0613;                    North         East    Units  Estimated Accuracy
 FF0613;SPC AR N     -    74,980.      515,170.      MT  (+/- 180 meters Scaled)
 FF0613
 FF0613                          SUPERSEDED SURVEY CONTROL
 FF0613
 FF0613  NGVD 29 (??/??/??)   68.604  (m)          225.08   (f) ADJUSTED    1 2
 FF0613
 FF0613.Superseded values are not recommended for survey control.
 FF0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0613.See file dsdata.txt to determine how the superseded data were derived.
 FF0613
 FF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU063756(NAD 83)
 FF0613_MARKER: DR = REFERENCE MARK DISK
 FF0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0613_STAMPING: CREEK RM 3 1916 1920
 FF0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0613+STABILITY: SURFACE MOTION
 FF0613
 FF0613  HISTORY     - Date     Condition        Report By
 FF0613  HISTORY     - 1935     MONUMENTED       CGS
 FF0613  HISTORY     - 1955     GOOD             CGS
 FF0613
 FF0613                          STATION DESCRIPTION
 FF0613
 FF0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0613'1.2 MI SW FROM MADISON.
 FF0613'ABOUT 1.15 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0613'PACIFIC RAILROAD FROM THE STATION AT MADISON, ABOUT 220 YARDS
 FF0613'NORTHEAST OF MILE POLE 42, 89 FEET SOUTHEAST OF SOUTHEAST RAIL,
 FF0613'85 FEET SOUTHEAST OF EAST CORNER OF NORTHEAST END OF TRESTLE
 FF0613'NO. 419 OVER LITTLE CROW CREEK, 1 FOOT NORTHWEST OF A FENCE
 FF0613'LINE, 93 FEET NORTHEAST OF NORTHWEST END OF CENTER PIER OF A
 FF0613'CONCRETE BRIDGE UNDER A GRAVEL ROAD PARALLEL TO TRACK, 46.5 FEET
 FF0613'SOUTHEAST OF STATION MARK, 26 FEET NORTHWEST OF CENTER LINE OF
 FF0613'GRAVEL ROAD, 23.1 FEET NORTHEAST OF RM NO. 1, ABOUT 5 1/2 FEET
 FF0613'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0613'2 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0067 ***********************************************************************
 DM0067  DESIGNATION -  CRITTON 1 CAP
 DM0067  PID         -  DM0067
 DM0067  STATE/COUNTY-  AR/LITTLE RIVER
 DM0067  USGS QUAD   -  DANIELS CHAPEL (1975)
 DM0067
 DM0067                         *CURRENT SURVEY CONTROL
 DM0067  ___________________________________________________________________
 DM0067* NAD 83(1997)-  33 35 56.89527(N)    094 23 32.97513(W)     ADJUSTED  
 DM0067* NAVD 88     -        94.10   (+/-2cm)     308.7    (feet)  VERTCON   
 DM0067  ___________________________________________________________________
 DM0067  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DM0067  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0067
 DM0067  HORZ ORDER  -  THIRD
 DM0067  VERT ORDER  -  THIRD ? (See Below)
 DM0067
 DM0067.The horizontal coordinates were established by classical geodetic methods
 DM0067.and adjusted by the National Geodetic Survey in September 1999..
 DM0067
 DM0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0067.The vertical order pertains to the NGVD 29 superseded value.
 DM0067
 DM0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM0067
 DM0067.The geoid height was determined by GEOID03.
 DM0067
 DM0067;                    North         East     Units Scale Factor Converg.
 DM0067;SPC AR S     -   506,017.439   177,969.160   MT  0.99994714   -1 20 20.6
 DM0067;SPC AR S     - 1,660,158.88    583,887.15   sFT  0.99994714   -1 20 20.6
 DM0067;SPC OK S     -    35,467.961   934,792.437   MT  1.00008248   +2 02 51.7
 DM0067;SPC OK S     -   116,364.47  3,066,898.19   sFT  1.00008248   +2 02 51.7
 DM0067;SPC TXNC     - 2,221,747.177   981,116.017   MT  0.99991816   +2 14 24.8
 DM0067;SPC TXNC     - 7,289,182.20  3,218,878.13   sFT  0.99991816   +2 14 24.8
 DM0067;UTM  15      - 3,718,579.506   370,800.419   MT  0.99980579   -0 46 14.5
 DM0067
 DM0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM0067!SPC AR S     -   0.99998946  x   0.99994714  =   0.99993660
 DM0067!SPC OK S     -   0.99998946  x   1.00008248  =   1.00007194
 DM0067!SPC TXNC     -   0.99998946  x   0.99991816  =   0.99990762
 DM0067!UTM  15      -   0.99998946  x   0.99980579  =   0.99979525
 DM0067
 DM0067|---------------------------------------------------------------------|
 DM0067| PID    Reference Object                     Distance      Geod. Az  |
 DM0067|                                                           dddmmss.s |
 DM0067| CX5650 CRITTON 1 RM 2                       21.830 METERS 16227     |
 DM0067| CX5649 CRITTON 1 RM 1                       24.920 METERS 29934     |
 DM0067| CX5648 CRITTON 1 AZ MK                                    3063643.1 |
 DM0067|---------------------------------------------------------------------|
 DM0067
 DM0067                          SUPERSEDED SURVEY CONTROL
 DM0067
 DM0067  NAD 83(1997)-  33 35 56.89780(N)    094 23 32.97110(W) AD(       ) 3
 DM0067  NAD 83(1997)-  33 35 56.89799(N)    094 23 32.97052(W) AD(       ) 3
 DM0067  NAD 83(1986)-  33 35 56.90102(N)    094 23 32.96071(W) AD(       ) 3
 DM0067  NAD 27      -  33 35 56.47700(N)    094 23 32.22800(W) AD(       ) 3
 DM0067  NGVD 29 (07/19/86)   94.11   (m)          308.8    (f) LEVELING    3  
 DM0067
 DM0067.Superseded values are not recommended for survey control.
 DM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0067.See file dsdata.txt to determine how the superseded data were derived.
 DM0067
 DM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7080018580(NAD 83)
 DM0067_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DM0067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0067_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0067_STAMPING: CRITTON PAP
 DM0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0067
 DM0067  HISTORY     - Date     Condition        Report By
 DM0067  HISTORY     - 1952     MONUMENTED       USE
 DM0067  HISTORY     - 1956     GOOD             CGS
 DM0067  HISTORY     - 1963     GOOD             CGS
 DM0067  HISTORY     - 1963     GOOD             NGS
 DM0067
 DM0067                          STATION DESCRIPTION
 DM0067
 DM0067'DESCRIBED BY US ENGINEERS 1952 (DAJ)
 DM0067'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH OF FOREMAN AND
 DM0067'1 MILE NORTH OF THE RED RIVER IN THE NORTHWEST CORNER OF A
 DM0067'CULTIVATED FIELD.  STATION IS 45 FEET SOUTHWEST OF THE APPROXIMATE
 DM0067'CENTERLINE OF GRAVEL ROAD AND 4 FEET NORTH OF WITNESS POST.
 DM0067'THE MARK IS A 4 INCH IRON PIPE WITH CORPS OF ENGINEERS STANDARD
 DM0067'CAP WHICH PROJECTS ABOUT 1 FOOT AND IS STAMPED CRITTON PAP.
 DM0067'UNDERGROUND MARK IS A COPPER BOLT SET IN A STONE ABOUT 3
 DM0067'FEET BELOW THE SURFACE.
 DM0067'
 DM0067'REFERENCE MARK NO. 1 IS 26 FEET SOUTHWEST OF THE APPROXIMATE
 DM0067'CENTERLINE OF ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND
 DM0067'THE DISK IS STAMPED CRITTON 1 NO 1.1952.
 DM0067'
 DM0067'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND THE DISK
 DM0067'IS STAMPED CRITTON 1 NO 2 1952.
 DM0067'
 DM0067'AZIMUTH MARK IS 26 FEET NORTHEAST OF THE CENTERLINE OF ROAD,
 DM0067'3 FEET SOUTHEAST OF WITNESS POST AND 1 FOOT SOUTHWEST OF
 DM0067'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 DM0067'STAMPED CRITTON 1 1952.
 DM0067'
 DM0067'TO REACH FROM THE RAILROAD CROSSING JUST EAST OF THE DEPOT
 DM0067'IN FOREMAN GO SOUTH, EAST AND SOUTH ON STATE HIGHWAY 32
 DM0067'AND 41 FOR 2.0 MILES TO JUNCTION OF THE TWO ROUTES.  CONTINUE
 DM0067'STRAIGHT AHEAD, SOUTH, ON STATE ROUTE 41 FOR 6.5 MILES
 DM0067'TO FORKS AND AZIMUTH MARK ON LEFT AS DESCRIBED.  TAKE LEFT
 DM0067'FORK FOR 0.2 MILE TO DRIVEWAY AND STATION ON RIGHT AS DESCRIBED.
 DM0067'
 DM0067'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM0067
 DM0067                          STATION RECOVERY (1956)
 DM0067
 DM0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM0067'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM0067'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM0067'TO STATION SITE ARE CORRECT EXCEPT TAKE LEFT FORK FOR 0.2
 DM0067'MILE TO DRIVEWAY AND STATION ON RIGHT AS DESCRIBED.  IT
 DM0067'SHOULD BE 0.3 MILE.
 DM0067
 DM0067                          STATION RECOVERY (1963)
 DM0067
 DM0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM0067'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DM0067'CONDITION.
 DM0067'
 DM0067'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM FOREMAN
 DM0067'IS ADEQUATE FOR RECOVERY.
 DM0067
 DM0067                          STATION RECOVERY (1963)
 DM0067
 DM0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0067'8 MI S FROM FOREMAN.
 DM0067'THIS MARK IS LOCATED ABOUT 8.5 MILES SOUTH OF FOREMAN, ABOUT 1 MILE
 DM0067'NORTH OF THE RED RIVER AND 0.2 MILE EAST OF STATE HIGHWAY 41.  IT IS
 DM0067'IN THE NORTHWEST CORNER OF A FIELD, 45 FEET SOUTHWEST OF CENTERLINE OF
 DM0067'ROAD AND 4 FEET NORTH OF A WITNESS POST.  THIS MARK WAS USED AS A
 DM0067'TRIANGULATION STATION BY THE COAST AND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2948 ***********************************************************************
 EH2948  DESIGNATION -  CROCKETTS
 EH2948  PID         -  EH2948
 EH2948  STATE/COUNTY-  AR/ARKANSAS
 EH2948  USGS QUAD   -  CROCKETTS BLUFF (1967)
 EH2948
 EH2948                         *CURRENT SURVEY CONTROL
 EH2948  ___________________________________________________________________
 EH2948* NAD 83(1997)-  34 26 12.73179(N)    091 13 20.88717(W)     ADJUSTED  
 EH2948* NAVD 88     -        62.29   (+/-2cm)     204.4    (feet)  VERTCON   
 EH2948  ___________________________________________________________________
 EH2948  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 EH2948  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH2948
 EH2948  HORZ ORDER  -  SECOND
 EH2948  VERT ORDER  -  THIRD ? (See Below)
 EH2948
 EH2948.The horizontal coordinates were established by classical geodetic methods
 EH2948.and adjusted by the National Geodetic Survey in September 1999..
 EH2948
 EH2948.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2948.The vertical order pertains to the NGVD 29 superseded value.
 EH2948
 EH2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2948
 EH2948.The geoid height was determined by GEOID03.
 EH2948
 EH2948;                    North         East     Units Scale Factor Converg.
 EH2948;SPC AR S     -   596,610.960   471,457.493   MT  0.99994306   +0 26 06.6
 EH2948;SPC AR S     - 1,957,381.12  1,546,773.46   sFT  0.99994306   +0 26 06.6
 EH2948;UTM  15      - 3,812,029.845   663,315.578   MT  0.99992877   +1 00 19.5
 EH2948
 EH2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2948!SPC AR S     -   0.99999442  x   0.99994306  =   0.99993748
 EH2948!UTM  15      -   0.99999442  x   0.99992877  =   0.99992319
 EH2948
 EH2948:                Primary Azimuth Mark                     Grid Az
 EH2948:SPC AR S     -  HOLLY GROVE MUNICIPAL TANK               005 31 21.0
 EH2948:UTM  15      -  HOLLY GROVE MUNICIPAL TANK               004 57 08.1
 EH2948
 EH2948|---------------------------------------------------------------------|
 EH2948| PID    Reference Object                     Distance      Geod. Az  |
 EH2948|                                                           dddmmss.s |
 EH2948| EH2913 HOLLY GROVE MUNICIPAL TANK          APPROX.17.8 KM 0055727.6 |
 EH2948| EH2949 CROCKETTS BLUFF SWINDER TANK        APPROX. 0.7 KM 0203105.8 |
 EH2948| CY5900 CROCKETTS RM 1                       36.882 METERS 14505     |
 EH2948| CY5899 CROCKETTS AZ MK                                    1843735.3 |
 EH2948| CY5901 CROCKETTS RM 2                       24.220 METERS 24558     |
 EH2948|---------------------------------------------------------------------|
 EH2948
 EH2948                          SUPERSEDED SURVEY CONTROL
 EH2948
 EH2948  NAD 83(1986)-  34 26 12.73928(N)    091 13 20.88295(W) AD(       ) 2
 EH2948  NAD 27      -  34 26 12.38101(N)    091 13 20.44777(W) AD(       ) 2
 EH2948  NGVD 29 (07/19/86)   62.33   (m)          204.5    (f) LEVELING    3  
 EH2948
 EH2948.Superseded values are not recommended for survey control.
 EH2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2948.See file dsdata.txt to determine how the superseded data were derived.
 EH2948
 EH2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6331612030(NAD 83)
 EH2948_MARKER: DS = TRIANGULATION STATION DISK
 EH2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2948
 EH2948  HISTORY     - Date     Condition        Report By
 EH2948  HISTORY     - 1965     MONUMENTED       CGS
 EH2948
 EH2948                          STATION DESCRIPTION
 EH2948
 EH2948'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2948'THE STATION IS LOCATED 12 MILES NORTHEAST OF DE WITT, 8 MILES
 EH2948'SOUTHWEST OF DEEP ELM, 7 MILES NORTHWEST OF ST. CHARLES,
 EH2948'0.4 MILE SOUTH OF CROCKETTS BLUFF AND ON STATE HIGHWAY 153
 EH2948'ROAD RIGHT-OF-WAY.
 EH2948'
 EH2948'TO REACH THE STATION FROM THE POST OFFICE IN ST. CHARLES,
 EH2948'GO WEST ON STATE HIGHWAY 1 AND 153 FOR 1.4 MILES TO THE
 EH2948'JUNCTION OF STATE HIGHWAY 17.  CONTINUE WEST ON HIGHWAY
 EH2948'1 AND 153 FOR 2.85 MILES TO THEIR JUNCTION.  CONTINUE WEST
 EH2948'ON HIGHWAY 153 (PARTLY PAVED) FOR 1.15 MILE TO A CROSSROAD.
 EH2948'TURN RIGHT AND GO NORTH ON HIGHWAY 153 FOR 4.1 MILES TO
 EH2948'A SIDE ROAD ON THE LEFT AND A TRACK ROAD ON THE RIGHT.
 EH2948'CONTINUE NORTH ON HIGHWAY 153 FOR 0.25 MILES TO THE AZIMUTH
 EH2948'MARK ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 153 FOR 0.3
 EH2948'MILE TO THE STATION ON THE LEFT, JUST SOUTH OF A CANAL.
 EH2948'
 EH2948'STATION MARKS ARE STANDARD DISKS STAMPED CROCKETTS 1965.
 EH2948'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH
 EH2948'WITH THE SURFACE OF THE GROUND.  IT IS 61 FEET NORTHWEST OF
 EH2948'A HIGHWAY SIGN (ST. CHARLES 9 - DEWITT 18), 59 FEET WEST
 EH2948'OF THE CENTER OF STATE HIGHWAY 153, 59 FEET SOUTHEAST OF
 EH2948'THE CENTER OF A METAL BRIDGE OVER A CANAL, 46 FEET EAST
 EH2948'OF THE CENTER OF A GRAVEL ROAD, 44.5 FEET NORTH OF THE MOST
 EH2948'WESTERN OF TWO TELEPHONE POLES AND 28 FEET SOUTH OF THE
 EH2948'SOUTH BANK OF THE CANAL.  THE UNDERGROUND DISK IS SET IN
 EH2948'AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE
 EH2948'OF THE GROUND.
 EH2948'
 EH2948'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CROCKETTS
 EH2948'NO 1 1965 IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2948'5 INCHES.  IT IS 40 FEET EAST OF THE CENTER OF STATE HIGHWAY
 EH2948'153, 39 FEET SOUTHEAST OF A HIGHWAY SIGN (CROCKETTS BLUFF),
 EH2948'2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF
 EH2948'A WIRE FENCE.
 EH2948'
 EH2948'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CROCKETTS NO
 EH2948'2 1965 IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2948'8 INCHES.  IT IS 75 FEET SOUTHWEST OF THE CENTER OF THE
 EH2948'BRIDGE OVER THE CANAL, 62 FEET WEST OF THE MOST WESTERN
 EH2948'OF THE TWO TELEPHONE POLES, 27 FEET WEST OF THE CENTER OF THE
 EH2948'GRAVEL ROAD AND 2 FEET SOUTH OF A POWER POLE.
 EH2948'
 EH2948'AZIMUTH MARK, A STANDARD DISK STAMPED CROCKETTS 1965 IS SET
 EH2948'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT
 EH2948'IS 41 FEET WEST OF STATE HIGHWAY 153, 37 FEET SOUTH OF A
 EH2948'TELEPHONE POLE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 EH2948'
 EH2948'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 EH2948'
 EH2948'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2949 ***********************************************************************
 EH2949  DESIGNATION -  CROCKETTS BLUFF SWINDER TANK
 EH2949  PID         -  EH2949
 EH2949  STATE/COUNTY-  AR/ARKANSAS
 EH2949  USGS QUAD   -  CROCKETTS BLUFF (1967)
 EH2949
 EH2949                         *CURRENT SURVEY CONTROL
 EH2949  ___________________________________________________________________
 EH2949* NAD 83(1997)-  34 26 33.62235(N)    091 13 11.45018(W)     ADJUSTED  
 EH2949* NAVD 88     -                                                        
 EH2949  ___________________________________________________________________
 EH2949  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 EH2949  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2949
 EH2949  HORZ ORDER  -  THIRD
 EH2949
 EH2949.The horizontal coordinates were established by classical geodetic methods
 EH2949.and adjusted by the National Geodetic Survey in September 1999..
 EH2949
 EH2949
 EH2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2949
 EH2949.The geoid height was determined by GEOID03.
 EH2949
 EH2949;                    North         East     Units Scale Factor Converg.
 EH2949;SPC AR S     -   597,256.459   471,693.497   MT  0.99994378   +0 26 11.9
 EH2949;SPC AR S     - 1,959,498.90  1,547,547.75   sFT  0.99994378   +0 26 11.9
 EH2949;UTM  15      - 3,812,677.652   663,545.141   MT  0.99992969   +1 00 25.4
 EH2949
 EH2949                          SUPERSEDED SURVEY CONTROL
 EH2949
 EH2949  NAD 83(1986)-  34 26 33.62981(N)    091 13 11.44599(W) AD(       ) 4
 EH2949  NAD 27      -  34 26 33.27172(N)    091 13 11.01083(W) AD(       ) 3
 EH2949
 EH2949.Superseded values are not recommended for survey control.
 EH2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2949.See file dsdata.txt to determine how the superseded data were derived.
 EH2949
 EH2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6354512678(NAD 83)
 EH2949_MARKER: 53 = ELEVATED TANK
 EH2949
 EH2949  HISTORY     - Date     Condition        Report By
 EH2949  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2949
 EH2949                          STATION DESCRIPTION
 EH2949
 EH2949'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2949'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY
 EH2949'153, 0.15 MILE EAST OF THE POST OFFICE IN THE SMALL TOWN
 EH2949'OF CROCKETTS BLUFF AND IS OWNED BY CORA SWINDER.  IT IS
 EH2949'A FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER
 EH2949'AND THE OVERALL HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0887 ***********************************************************************
 EK0887  DESIGNATION -  CROSS
 EK0887  PID         -  EK0887
 EK0887  STATE/COUNTY-  AR/POLK
 EK0887  USGS QUAD   -  BOG SPRINGS (1985)
 EK0887
 EK0887                         *CURRENT SURVEY CONTROL
 EK0887  ___________________________________________________________________
 EK0887* NAD 83(1997)-  34 15 10.05999(N)    094 26 39.75438(W)     ADJUSTED  
 EK0887* NAVD 88     -       291.50   (+/-2cm)     956.4    (feet)  VERTCON   
 EK0887  ___________________________________________________________________
 EK0887  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 EK0887  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EK0887
 EK0887  HORZ ORDER  -  THIRD
 EK0887  VERT ORDER  -  THIRD ? (See Below)
 EK0887
 EK0887.The horizontal coordinates were established by classical geodetic methods
 EK0887.and adjusted by the National Geodetic Survey in September 1999..
 EK0887
 EK0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0887.The vertical order pertains to the NGVD 29 superseded value.
 EK0887
 EK0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0887
 EK0887.The geoid height was determined by GEOID03.
 EK0887
 EK0887;                    North         East     Units Scale Factor Converg.
 EK0887;SPC AR S     -   578,609.439   174,886.096   MT  0.99992571   -1 22 05.1
 EK0887;SPC AR S     - 1,898,321.13    573,772.13   sFT  0.99992571   -1 22 05.1
 EK0887;SPC OK S     -   107,756.942   927,426.025   MT  0.99995257   +2 01 05.6
 EK0887;SPC OK S     -   353,532.57  3,042,730.22   sFT  0.99995257   +2 01 05.6
 EK0887;UTM  15      - 3,791,129.534   367,006.205   MT  0.99981803   -0 48 47.1
 EK0887
 EK0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0887!SPC AR S     -   0.99995877  x   0.99992571  =   0.99988448
 EK0887!SPC OK S     -   0.99995877  x   0.99995257  =   0.99991134
 EK0887!UTM  15      -   0.99995877  x   0.99981803  =   0.99977681
 EK0887
 EK0887|---------------------------------------------------------------------|
 EK0887| PID    Reference Object                     Distance      Geod. Az  |
 EK0887|                                                           dddmmss.s |
 EK0887| CX5651 CROSS RM 1                           32.400 METERS 05057     |
 EK0887| CX5652 CROSS RM 2                           25.565 METERS 14028     |
 EK0887| EK0899 WILLIAMS                            APPROX. 9.9 KM 2673720.4 |
 EK0887|---------------------------------------------------------------------|
 EK0887
 EK0887                          SUPERSEDED SURVEY CONTROL
 EK0887
 EK0887  NAD 83(1997)-  34 15 10.06186(N)    094 26 39.75337(W) AD(       ) 3
 EK0887  NAD 83(1986)-  34 15 10.06585(N)    094 26 39.74712(W) AD(       ) 3
 EK0887  NAD 27      -  34 15 09.67500(N)    094 26 38.97600(W) AD(       ) 3
 EK0887  NGVD 29 (07/19/86)  291.45   (m)          956.2    (f) LEVELING    3  
 EK0887
 EK0887.Superseded values are not recommended for survey control.
 EK0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0887.See file dsdata.txt to determine how the superseded data were derived.
 EK0887
 EK0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6700691130(NAD 83)
 EK0887_MARKER: DS = TRIANGULATION STATION DISK
 EK0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0887
 EK0887  HISTORY     - Date     Condition        Report By
 EK0887  HISTORY     - 1952     MONUMENTED       CGS
 EK0887  HISTORY     - 1961     GOOD             CGS
 EK0887
 EK0887                          STATION DESCRIPTION
 EK0887
 EK0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0887'THE STATION IS LOCATED ABOUT 6-1/4 MILES NORTH NORTHWEST
 EK0887'OF GRANNIS AND 1-1/2 MILES EAST OF ARKANSAS AND OKLAHOMA
 EK0887'STATE LINE.  IT IS 58 FEET SOUTH OF THE CENTERLINE OF A ROAD,
 EK0887'40 FEET SOUTHWEST OF A TRIANGLE BLAZED OAK TREE AND 10 FEET
 EK0887'NORTH NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 EK0887'ABOUT 4 INCHES AND THE DISK IS STAMPED CROSS 1952.
 EK0887'
 EK0887'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE CENTERLINE OF
 EK0887'A ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 EK0887'STAMPED CROSS NO 1 1952.
 EK0887'
 EK0887'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF A 12 INCH OAK TREE.
 EK0887'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 EK0887'CROSS NO 2 1952.
 EK0887'
 EK0887'NOTE--THERE WAS NO AZIMUTH MARK SET AT THIS STATION.
 EK0887'
 EK0887'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GRANNIS,
 EK0887'GO NORTH ON U.S. HIGHWAY 71 FOR 1 BLOCK TO A GRAVEL ROAD LEFT
 EK0887'AT THE GRANNIS BAPTIST CHURCH ON THE RIGHT.  TURN LEFT AND
 EK0887'FOLLOW THE MAIN GRAVEL ROAD 0.05 MILE TO A T-ROAD LEFT.  TURN
 EK0887'LEFT AND FOLLOW MAIN ROAD WESTERLY FOR 6.75 MILES TO STATION
 EK0887'ON SOUTH SIDE OF ROAD AS DESCRIBED.
 EK0887'
 EK0887'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EK0887
 EK0887                          STATION RECOVERY (1961)
 EK0887
 EK0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0887'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0887'CONDITION.  A SLIGHT DISCREPANCY WAS FOUND IN THE DESCRIPTION
 EK0887'TO REACH THE STATION SO A NEW DESCRIPTION FOLLOWS--
 EK0887'
 EK0887'TO REACH FROM GRANNIS, FROM THE MAIN INTERSECTION, GO NORTH
 EK0887'ON U.S. HIGHWAY 71 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT
 EK0887'AND GO WEST ACROSS RAILROAD AND CONTINUE WEST, NORTH AND
 EK0887'WEST ON MAIN ROAD FOR A TOTAL DISTANCE OF 7.1 MILES TO THE
 EK0887'STATION ON THE LEFT AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2076 ***********************************************************************
 FF2076  DESIGNATION -  CROSS
 FF2076  PID         -  FF2076
 FF2076  STATE/COUNTY-  AR/CROSS
 FF2076  USGS QUAD   -  WITTSBURG (1992)
 FF2076
 FF2076                         *CURRENT SURVEY CONTROL
 FF2076  ___________________________________________________________________
 FF2076* NAD 83(1997)-  35 11 59.18418(N)    090 43 27.79168(W)     ADJUSTED  
 FF2076* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 FF2076  ___________________________________________________________________
 FF2076  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FF2076  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF2076
 FF2076  HORZ ORDER  -  FIRST
 FF2076
 FF2076.The horizontal coordinates were established by classical geodetic methods
 FF2076.and adjusted by the National Geodetic Survey in September 1999..
 FF2076
 FF2076.The orthometric height was scaled from a topographic map.
 FF2076
 FF2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2076
 FF2076.The geoid height was determined by GEOID03.
 FF2076
 FF2076;                    North         East     Units Scale Factor Converg.
 FF2076;SPC AR N     -    96,876.548   516,156.594   MT  0.99995831   +0 44 32.2
 FF2076;SPC AR N     -   317,835.81  1,693,423.76   sFT  0.99995831   +0 44 32.2
 FF2076;UTM  15      - 3,897,569.703   707,165.965   MT  1.00012895   +1 18 43.9
 FF2076
 FF2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2076!SPC AR N     -   0.99998371  x   0.99995831  =   0.99994202
 FF2076!UTM  15      -   0.99998371  x   1.00012895  =   1.00011266
 FF2076
 FF2076|---------------------------------------------------------------------|
 FF2076| PID    Reference Object                     Distance      Geod. Az  |
 FF2076|                                                           dddmmss.s |
 FF2076| CI4192 CROSS RM 2                           18.124 METERS 09715     |
 FF2076| FF2075 DILLON                              APPROX. 8.6 KM 1655046.4 |
 FF2076| CI4190 CROSS AZ MK                                        3415607.5 |
 FF2076| CI4191 CROSS RM 1                           20.817 METERS 35637     |
 FF2076|---------------------------------------------------------------------|
 FF2076
 FF2076                          SUPERSEDED SURVEY CONTROL
 FF2076
 FF2076  NAD 83(1997)-  35 11 59.18896(N)    090 43 27.78939(W) AD(       ) 1
 FF2076  NAD 83(1997)-  35 11 59.19422(N)    090 43 27.79115(W) AD(       ) 1
 FF2076  NAD 83(1986)-  35 11 59.19437(N)    090 43 27.79118(W) AD(       ) 1
 FF2076  NAD 27      -  35 11 58.87310(N)    090 43 27.39160(W) AD(       ) 1
 FF2076
 FF2076.Superseded values are not recommended for survey control.
 FF2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2076.See file dsdata.txt to determine how the superseded data were derived.
 FF2076
 FF2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0716697570(NAD 83)
 FF2076_MARKER: DS = TRIANGULATION STATION DISK
 FF2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2076
 FF2076  HISTORY     - Date     Condition        Report By
 FF2076  HISTORY     - 1954     MONUMENTED       CGS
 FF2076  HISTORY     - 1970     MARK NOT FOUND   NGS
 FF2076  HISTORY     - 1970     GOOD             NGS
 FF2076
 FF2076                          STATION DESCRIPTION
 FF2076
 FF2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2076'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF WYNNE,
 FF2076'ON THE GROUNDS OF THE HARRIS CHAPEL.  IT IS 60.0 FEET EAST
 FF2076'OF THE CENTER OF A GRAVELED ROAD, 39.0 FEET NORTH OF THE
 FF2076'NORTHWEST CORNER OF THE CHAPEL AND 21.0 FEET SOUTHWEST OF A
 FF2076'TRIANGULAR BLAZED HICKORY TREE.  IT IS SET FLUSH WITH THE SURFACE
 FF2076'OF THE GROUND AND IS STAMPED CROSS 1954.
 FF2076'
 FF2076'REFERENCE MARK NO. 1 IS ABOUT 2-1/2 FEET BELOW THE ELEVATION
 FF2076'OF THE STATION, 74.0 FEET EAST OF THE CENTER OF A GRAVELED
 FF2076'ROAD AND 13.0 FEET SOUTH OF A LARGE GUM TREE.  IT IS SET FLUSH
 FF2076'WITH THE SURFACE OF THE GROUND AND IS STAMPED CROSS NO 1 1954.
 FF2076'
 FF2076'REFERENCE MARK NO. 2 IS 17.0 FEET NORTHWEST OF THE NORTHEAST
 FF2076'CORNER OF THE CHAPEL ANNEX AND 14.0 FEET NORTHEAST OF THE
 FF2076'NORTHWEST CORNER OF THE CHAPEL ANNEX.  IT IS SET FLUSH WITH THE
 FF2076'SURFACE OF THE GROUND AND IS STAMPED CROSS NO 2 1954.
 FF2076'
 FF2076'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 FF2076'2 IS 98.47 FEET.
 FF2076'
 FF2076'THE AZIMUTH MARK IS 31.0 FEET WEST OF THE CENTER OF A FARM
 FF2076'DRIVE, 29.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.5
 FF2076'FEET SOUTH OF A WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.
 FF2076'IT PROJECTS 4 INCHES AND IS STAMPED CROSS 1954.
 FF2076'
 FF2076'TO REACH THE STATION FROM THE NORTH EDGE OF THE COUTHOUSE SQUARE
 FF2076'IN WYNNE, GO NORTH ON STATE ROUTE NO. 1A FOR 0.15 MILE TO THE
 FF2076'JUNCTION WITH U.S. HIGHWAY NO. 64.  HERE TURN RIGHT AND GO EAST
 FF2076'ON U.S. HIGHWAY NO. 64 FOR 1.9 MILES TO A GRAVELED ROAD RIGHT,
 FF2076'TURN RIGHT AND GO SOUTHERLY FOR 0.45 MILE TO A GRAVELED ROAD
 FF2076'RIGHT.  HERE TURN RIGHT AND GO SOUTHWESTERLY ON A GRAVELED ROAD
 FF2076'FOR 0.4 MILE TO A T ROAD EAST AND WEST, TURN LEFT AND GO EAST
 FF2076'AND SOUTHEASTERLY ON A GRAVELED ROAD FOR 1.4 MILES AND THE
 FF2076'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 FF2076'SOUTHEASTERLY FOR 0.45 MILE TO THE HARRIS CHAPEL ON THE LEFT
 FF2076'AND THE STATION AS DESCRIBED.
 FF2076'
 FF2076'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FF2076
 FF2076                          STATION RECOVERY (1970)
 FF2076
 FF2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (ARS)
 FF2076'THE STATION, RM 1 AND RM 2 NOT RECOVERED.  NEW ADDITION TO HARRIS
 FF2076'CHAPEL APPARENTLY COVERS ALL 3 MONUMENTS. (CORNER STONE 1968)
 FF2076'LOCAL RESIDENTS WERE NOT ASKED ABOUT MONUMENTS - SEARCHED MADE
 FF2076'WITH 1 IN SNOW COVER.  AZIMUTH MARK NOT SEARCHED FOR.
 FF2076
 FF2076                          STATION RECOVERY (1970)
 FF2076
 FF2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FF2076'THE STATION MARK ONLY WAS RECOVERED IN GOOD CONDITION.  THE
 FF2076'MONUMENT FOR REFERENCE MARK NO. 1 WAS FOUND COMPLETELY UPROOTED
 FF2076'AND THE DISK REMOVED.  REFERENCE MARK NO. 2 IS NOW UNDER THE
 FF2076'NEW ADDITION ONTO THE HARRIS CHAPEL BAPTIST CHURCH AND COULD NOT
 FF2076'BE RECOVERED.  THE AZIMUTH MARK WAS FOUND DESTROYED BY FARMING
 FF2076'OPERATIONS AND THE DISK WAS REMOVED.  TWO NEW REFERENCE MARKS
 FF2076'NO. 3 AND NO. 4 WERE ESTABLISHED THIS DATE, AND THE HORIZONTAL
 FF2076'ANGLE OBSERVED BETWEEN A DISTANT RADIO MAST AND THE NEWLY
 FF2076'ESTABLISHED MARKS.  POLARIS OBSERVATIONS WILL BE REQUIRED
 FF2076'TO ESTABLISH A NEW AZIMUTH MARK AND POSITION THE REFERENCE
 FF2076'MARKS.
 FF2076'
 FF2076'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF2076'
 FF2076'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF WYNNE ON THE
 FF2076'GROUNDS OF THE HARRIS CHAPEL BAPTIST CHURCH.
 FF2076'
 FF2076'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 64B,
 FF2076'STATE ROUTES 1 AND 284 IN WYNNE, GO EASTERLY ON U.S. HIGHWAY 64B
 FF2076'AND STATE ROUTE 284 FOR 1.9 MILES TO WHERE STATE ROUTE 284 TURNS
 FF2076'SHARP RIGHT ACROSS A RAILROAD TRACK.  HERE TURN RIGHT ON STATE
 FF2076'ROUTE 284 AND GO SOUTHEASTERLY AND SOUTH ON WINDING HIGHWAY
 FF2076'ALONG CROWLEYS RIDGE FOR 2.8 MILES TO THE HARRIS CHAPEL BAPTIST
 FF2076'CHURCH ON THE LEFT AND THE STATION AS DESCRIBED.
 FF2076'
 FF2076'THE STATION IS 82.5 SOUTH OF A 30-INCH WHITE OAK TREE, 62 FEET
 FF2076'EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 284, 22 FEET
 FF2076'SOUTH-SOUTHWEST OF AN 18-INCH RED OAK TREE, 7.2 FEET NORTH OF THE
 FF2076'NORTHWEST CORNER OF THE BOTTOM CONCRETE STEP AT THE CHURCH
 FF2076'ENTRANCE, 5.4 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE
 FF2076'ENTRANCE SLAB, 5.1 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 FF2076'NEW 1968 ADDITION TO THE CHURCH, AND 3.0 FEET WEST OF THE WEST
 FF2076'WALL OF THE NEW ADDITION.  IT IS A STANDARD STATION MARK DISK
 FF2076'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT
 FF2076'3 INCHES BELOW THE SURFACE OF A GRAVELED AREA AND THE DISK
 FF2076'IS STAMPED CROSS 1954.
 FF2076'
 FF2076'REFERENCE MARK NO. 3 IS 52 FEET EAST OF THE APPROXIMATE
 FF2076'CENTER OF STATE ROUTE 284, 23.5 FEET WEST OF THE SOUTHWEST CORNER
 FF2076'OF THE NEW ADDITION OF THE CHURCH, 3.5 FEET NORTHWEST OF THE
 FF2076'CENTER OF THE WEST ENTRANCE DOOR INTO THE CHURCH (OLD SECTION),
 FF2076'1.4 FEET EAST OF THE WEST EDGE OF THE ENTRANCE LANDING, AND 0.8
 FF2076'OF A FOOR SOUTH OF THE NORTH EDGE OF THE ENTRANCE LANDING.  IT
 FF2076'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 FF2076'LANDING OF THE WEST ENTRANCE OF THE CHURCH AND THE DISK IS
 FF2076'STAMPED CROSS 1954 NO 3 1970.
 FF2076'
 FF2076'REFERENCE MARK NO. 4 IS 89 FEET SOUTH-SOUTHWEST OF THE 30-INCH
 FF2076'WHITE OAK TREE, 49 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FF2076'NORTH DRIVEWAY ENTRANCE, 45 FEET WEST-SOUTHWEST OF THE 18-INCH
 FF2076'RED OAK TREE, 34 FEET WEST OF THE NORTHWEST CORNER OF THE NEW
 FF2076'CHURCH ADDITION, AND 31 FEET EAST OF THE APPROXIMATE CENTER OF
 FF2076'STATE ROUTE 284.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FF2076'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FF2076'STAMPED CROSS 1954 NO 4 1970.
 FF2076'
 FF2076'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3
 FF2076'AND REFERENCE MARK NO. 4 IS 58.35 FEET - 17.795 METERS.
 FF2076'
 FF2076'NOTE- NO WITNESS POST SET AT THIS STATION DUE TO THE LOCATION OF
 FF2076'THE MARKS IN DRIVE AND PARKING AREAS.
 FF2076'
 FF2076'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 4.0
 FF2076'MILES SOUTHEAST OF WYNNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2079 ***********************************************************************
 DK2079  DESIGNATION -  CROSSETT
 DK2079  PID         -  DK2079
 DK2079  STATE/COUNTY-  AR/ASHLEY
 DK2079  USGS QUAD   -  CROSSETT NORTH (1973)
 DK2079
 DK2079                         *CURRENT SURVEY CONTROL
 DK2079  ___________________________________________________________________
 DK2079* NAD 83(1997)-  33 07 41.14873(N)    091 57 45.53165(W)     ADJUSTED  
 DK2079* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 DK2079  ___________________________________________________________________
 DK2079  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DK2079  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DK2079
 DK2079  HORZ ORDER  -  FIRST
 DK2079
 DK2079.The horizontal coordinates were established by classical geodetic methods
 DK2079.and adjusted by the National Geodetic Survey in September 1999..
 DK2079
 DK2079.The orthometric height was scaled from a topographic map.
 DK2079
 DK2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2079
 DK2079.The geoid height was determined by GEOID03.
 DK2079
 DK2079;                    North         East     Units Scale Factor Converg.
 DK2079;SPC AR S     -   451,180.411   403,485.790   MT  1.00004255   +0 01 15.3
 DK2079;SPC AR S     - 1,480,247.73  1,323,769.63   sFT  1.00004255   +0 01 15.3
 DK2079;UTM  15      - 3,665,966.694   596,767.004   MT  0.99971545   +0 34 01.1
 DK2079
 DK2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2079!SPC AR S     -   0.99999671  x   1.00004255  =   1.00003925
 DK2079!UTM  15      -   0.99999671  x   0.99971545  =   0.99971216
 DK2079
 DK2079|---------------------------------------------------------------------|
 DK2079| PID    Reference Object                     Distance      Geod. Az  |
 DK2079|                                                           dddmmss.s |
 DK2079| DK2077 CROSSETT 2                          189.455 METERS 01335     |
 DK2079| CY5903 CROSSETT RM 1                        45.894 METERS 07946     |
 DK2079| DK2075 FIRE TOWER 1                        APPROX. 7.2 KM 1533957.0 |
 DK2079| CY5902 CROSSETT AZ MK                                     2683403.2 |
 DK2079| DK2081 CROSSETT PAPER MILL WATER TANK      APPROX. 1.7 KM 3361152.6 |
 DK2079| CY5904 CROSSETT RM 2                        51.676 METERS 34537     |
 DK2079| DK2080 STILLIONS                           APPROX.13.3 KM 3492315.5 |
 DK2079| DK2078 CROSSETT AMER LUMBER CO STACK       APPROX. 1.2 KM 3545324.4 |
 DK2079|---------------------------------------------------------------------|
 DK2079
 DK2079                          SUPERSEDED SURVEY CONTROL
 DK2079
 DK2079  NAD 83(1997)-  33 07 41.15922(N)    091 57 45.52600(W) AD(       ) 1
 DK2079  NAD 83(1986)-  33 07 41.16119(N)    091 57 45.52484(W) AD(       ) 1
 DK2079  NAD 27      -  33 07 40.71900(N)    091 57 45.04900(W) AD(       ) 1
 DK2079
 DK2079.Superseded values are not recommended for survey control.
 DK2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2079.See file dsdata.txt to determine how the superseded data were derived.
 DK2079
 DK2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9676765967(NAD 83)
 DK2079_MARKER: DS = TRIANGULATION STATION DISK
 DK2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2079
 DK2079  HISTORY     - Date     Condition        Report By
 DK2079  HISTORY     - 1939     MONUMENTED       CGS
 DK2079  HISTORY     - 1948     GOOD             CROSET
 DK2079  HISTORY     - 1951     MARK NOT FOUND   CGS
 DK2079  HISTORY     - 1952     SEE DESCRIPTION  CGS
 DK2079
 DK2079                          STATION DESCRIPTION
 DK2079
 DK2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 DK2079'STATION IS IN THE SOUTHERN PART OF THE TOWN OF CROSSETT, ON A
 DK2079'VACANT LOT ON S SIDE OF AVENUE G, AND 1 BLOCK W OF FIRST STREET,
 DK2079'83 FEET ENE OF NE CORNER OF COLORED SCHOOL VOCATIONAL BUILDING,
 DK2079'79 FEET SE OF CENTER OF STREET INTERSECTION, 84-1/2 FEET SE
 DK2079'OF A TELEPHONE POLE ON NE CORNER OF STREET INTERSECTION.  TO
 DK2079'REACH THE STATION FROM THE STOP LIGHT AT THE ROSE INN AT
 DK2079'CROSSETT, GO S 0.4 MILE AND TURN W ON AVENUE G, AND GO 1 BLOCK TO
 DK2079'STATION ON LEFT.  MARK PROJECTS ABOUT 3 INCHES AND IS STAMPED
 DK2079'CROSSETT 1939.
 DK2079'
 DK2079'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2079'BRONZE DISKS SET IN CONCRETE.
 DK2079'
 DK2079'REFERENCE MARK NO. 1 IS E X N OF STATION, 31 FEET S OF CENTER
 DK2079'OF AVENUE G, 43 FEET W OF FENCE CORNER ON E SIDE OF ALLEY.  MARK
 DK2079'PROJECTS ABOUT 7 INCHES AND IS STAMPED CROSSETT NO. 1 1939.
 DK2079'REFERENCE MARK NO. 2 IS N X W OF THE STATION, 2-1/2 FEET S OF
 DK2079'TELEPHONE POLE, 19 FEET E OF CENTER OF THE STREET RUNNING N AND
 DK2079'S.  MARK PROJECTS ABOUT 6 INCHES AND IS STAMPED CROSSETT NO. 2
 DK2079'1939.
 DK2079'
 DK2079'AZIMUTH MARK IS 0.6 MILE W OF STATION ON N SIDE OF AND W END
 DK2079'OF AVENUE G, 55.6 FEET WSW OF LAST STREET LIGHT POLE, 55.5 FEET
 DK2079'N OF FENCE ON S SIDE OF AVENUE G, 27 FEET W OF CENTER OF THE
 DK2079'STREET LEADING N.  MARK PROJECTS ABOUT 8 INCHES AND IS STAMPED
 DK2079'CROSSETT 1939.
 DK2079'
 DK2079'A 116-FOOT TOWER IS NEEDED.
 DK2079'
 DK2079'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DK2079
 DK2079                          STATION RECOVERY (1948)
 DK2079
 DK2079'RECOVERY NOTE BY CROSSETT LUMBER COMPANY 1948 (EWC)
 DK2079'SATISFACTORY AS DESCRIBED.  AZIMUTH MARK DISTURBED - NOW IN
 DK2079'A GARBAGE DUMP.  AZIMUTH MARK IS NOT INTERVISIBLE TO STATION
 DK2079'DUE TO TREES AND POLES.
 DK2079
 DK2079                          STATION RECOVERY (1951)
 DK2079
 DK2079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EWC)
 DK2079'STATION HAS BEEN DISTURBED.  PROBABLY HIT BY TRACTOR BLADES.
 DK2079'
 DK2079'AZIMUTH MARK DESTROYED.  ORIGINAL POSITION NO LONGER INTERVISIBLE
 DK2079'WITH TRIANGULATION STATION.
 DK2079
 DK2079                          STATION RECOVERY (1952)
 DK2079
 DK2079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DK2079'THE STATION AND REFERENCE MARK 2 WERE RECOVERED.  REFERENCE MARK
 DK2079'1 AND THE AZIMUTH MARK COULD NOT BE FOUND.  THE STATION MARK
 DK2079'SHOWED EVIDENCE OF BEING HIT BY SOME HEAVY EQUIPMENT, IT WAS
 DK2079'DUG UP AND RESET OVER THE UNDER-GROUND MARK.  THE OWNER OF THE
 DK2079'PROPERTY THE CROSSETT LUMBER CO., STATED THAT A BUILDING WILL BE
 DK2079'ERECTED AT THE STATION SITE IN THE NEAR FUTURE.  A NEW STATION
 DK2079'WAS ESTABLISHED TO THE NORTH ON THE GROUNDS OF THE CROSSETT
 DK2079'HEALTH CENTER HOSPITAL.  (SEE THE DESCRIPTION FOR CROSSETT 2
 DK2079'1952)
 DK2079'
 DK2079'IN THE EVENT THAT THIS STATION IS NOT DESTROYED AS PLANNED A NEW
 DK2079'DESCRIPTION FOLLOWS.
 DK2079'
 DK2079'THE STATION IS LOCATED IN THE SOUTHERN PART OF THE TOWN OF CROSSETT,
 DK2079'ON A VACANT LOT 1 BLOCK WEST OF STATE HIGHWAY 133, 130 FEET EAST OF
 DK2079'THE NORTHEAST CORNER OF A COLORED SCHOOL VOCATIONAL BUILDING, 78
 DK2079'FEET SOUTHEAST OF THE INTERSECTION OF NORTH ALA STREET AND WEST
 DK2079'6TH AVENUE AND 53 FEET SOUTH OF THE CENTER OF THE WEST 6TH
 DK2079'AVENUE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DK2079'CROSSETT 1939.
 DK2079'
 DK2079'REFERENCE MARK 2 IS 19 FEET EAST OF THE CENTER OF NORTH ALA STREET
 DK2079'AND 2 FEET SOUTH OF A POWERLINE POLE.  THE MARK PROJECTS 6 INCHES
 DK2079'AND THE DISK IS STAMPED CROSSETT NO 2 1939.
 DK2079'
 DK2079'OBSERVATIONS MADE ON A 4-FOOT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2077 ***********************************************************************
 DK2077  DESIGNATION -  CROSSETT 2
 DK2077  PID         -  DK2077
 DK2077  STATE/COUNTY-  AR/ASHLEY
 DK2077  USGS QUAD   -  CROSSETT NORTH (1973)
 DK2077
 DK2077                         *CURRENT SURVEY CONTROL
 DK2077  ___________________________________________________________________
 DK2077* NAD 83(1997)-  33 07 47.12654(N)    091 57 43.81600(W)     ADJUSTED  
 DK2077* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 DK2077  ___________________________________________________________________
 DK2077  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DK2077  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DK2077
 DK2077  HORZ ORDER  -  SECOND
 DK2077
 DK2077.The horizontal coordinates were established by classical geodetic methods
 DK2077.and adjusted by the National Geodetic Survey in September 1999..
 DK2077
 DK2077.The orthometric height was scaled from a topographic map.
 DK2077
 DK2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2077
 DK2077.The geoid height was determined by GEOID03.
 DK2077
 DK2077;                    North         East     Units Scale Factor Converg.
 DK2077;SPC AR S     -   451,364.596   403,530.196   MT  1.00004210   +0 01 16.2
 DK2077;SPC AR S     - 1,480,852.01  1,323,915.32   sFT  1.00004210   +0 01 16.2
 DK2077;UTM  15      - 3,666,151.234   596,809.638   MT  0.99971555   +0 34 02.1
 DK2077
 DK2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2077!SPC AR S     -   0.99999670  x   1.00004210  =   1.00003880
 DK2077!UTM  15      -   0.99999670  x   0.99971555  =   0.99971226
 DK2077
 DK2077|---------------------------------------------------------------------|
 DK2077| PID    Reference Object                     Distance      Geod. Az  |
 DK2077|                                                           dddmmss.s |
 DK2077| CY5905 CROSSETT 2 RM 3                      27.463 METERS 09416     |
 DK2077| DK2073 CROSSETT RADIO STA KAGH MAST        APPROX. 0.7 KM 1771021.0 |
 DK2077| DK2079 CROSSETT                            189.455 METERS 19335     |
 DK2077| DK2074 WHITE                               APPROX.13.6 KM 1934214.2 |
 DK2077| CY5904 CROSSETT RM 2                       145.734 METERS 20309     |
 DK2077| CY5906 CROSSETT 2 RM 4                      26.064 METERS 26704     |
 DK2077|---------------------------------------------------------------------|
 DK2077
 DK2077                          SUPERSEDED SURVEY CONTROL
 DK2077
 DK2077  NAD 83(1997)-  33 07 47.13703(N)    091 57 43.81030(W) AD(       ) 2
 DK2077  NAD 83(1986)-  33 07 47.13894(N)    091 57 43.80921(W) AD(       ) 2
 DK2077  NAD 27      -  33 07 46.69700(N)    091 57 43.33300(W) AD(       ) 2
 DK2077
 DK2077.Superseded values are not recommended for survey control.
 DK2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2077.See file dsdata.txt to determine how the superseded data were derived.
 DK2077
 DK2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9681066151(NAD 83)
 DK2077_MARKER: DS = TRIANGULATION STATION DISK
 DK2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK2077
 DK2077  HISTORY     - Date     Condition        Report By
 DK2077  HISTORY     - 1952     MONUMENTED       CGS
 DK2077
 DK2077                          STATION DESCRIPTION
 DK2077
 DK2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DK2077'THE STATION IS IN THE SOUTHERN PART OF CROSSETT AND ON THE GROUNDS
 DK2077'OF THE CROSSETT HEALTH CENTER HOSPITAL.  IT IS 240 WEST OF THE
 DK2077'CENTER OF STATE HIGHWAY 133, 159 FEET SOUTHEAST OF THE SOUTHWEST
 DK2077'CORNER OF THE HOSPITAL, 34 FEET NORTH OF THE CENTER OF WEST 5TH
 DK2077'AVENUE AND 11.2 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK.  THE
 DK2077'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CROSSETT
 DK2077'2 1952.
 DK2077'
 DK2077'REFERENCE MARK 3 IS 24 FEET NORTH OF THE CENTER OF WEST 5TH
 DK2077'AVENUE AND 2 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.  THE
 DK2077'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CROSSETT
 DK2077'2 NO 3 1952.
 DK2077'
 DK2077'REFERENCE MARK 4 IS 33 FEET NORTH OF THE CENTER OF WEST 5TH
 DK2077'AVENUE, 11 FEET SOUTHEAST OF A 28-INCH OAK TREE AND 9.6 FEET
 DK2077'NORTH OF THE NORTH EDGE OF THE SIDEWALK.  THE MARK IS FLUSH WITH
 DK2077'THE GROUND AND THE DISK IS STAMPED CROSSETT 2 NO 4 1952.
 DK2077'
 DK2077'REFERENCE MARK 2 1939 IS 19 FEET EAST OF THE CENTER OF NORTH ALA
 DK2077'STREET AND 2 FEET SOUTH OF A POWER LINE POLE.  THE MARK PROJECTS
 DK2077'6 INCHES AND THE DISK IS STAMPED CROSSETT NO 2 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2078 ***********************************************************************
 DK2078  DESIGNATION -  CROSSETT AMER LUMBER CO STACK
 DK2078  PID         -  DK2078
 DK2078  STATE/COUNTY-  AR/ASHLEY
 DK2078  USGS QUAD   -  CROSSETT NORTH (1973)
 DK2078
 DK2078                         *CURRENT SURVEY CONTROL
 DK2078  ___________________________________________________________________
 DK2078* NAD 83(1997)-  33 08 19.98581(N)    091 57 49.65961(W)     ADJUSTED  
 DK2078* NAVD 88     -                                                        
 DK2078  ___________________________________________________________________
 DK2078  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DK2078  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK2078
 DK2078  HORZ ORDER  -  THIRD
 DK2078
 DK2078.The horizontal coordinates were established by classical geodetic methods
 DK2078.and adjusted by the National Geodetic Survey in September 1999..
 DK2078
 DK2078
 DK2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2078
 DK2078.The geoid height was determined by GEOID03.
 DK2078
 DK2078;                    North         East     Units Scale Factor Converg.
 DK2078;SPC AR S     -   452,376.893   403,378.358   MT  1.00003962   +0 01 13.0
 DK2078;SPC AR S     - 1,484,173.19  1,323,417.16   sFT  1.00003962   +0 01 13.0
 DK2078;UTM  15      - 3,667,161.709   596,648.211   MT  0.99971517   +0 33 59.4
 DK2078
 DK2078                          SUPERSEDED SURVEY CONTROL
 DK2078
 DK2078  NAD 83(1997)-  33 08 19.99626(N)    091 57 49.65384(W) AD(       ) 4
 DK2078  NAD 83(1986)-  33 08 19.99821(N)    091 57 49.65280(W) AD(       ) 4
 DK2078  NAD 27      -  33 08 19.55200(N)    091 57 49.16800(W) AD(       ) 3
 DK2078
 DK2078.Superseded values are not recommended for survey control.
 DK2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2078.See file dsdata.txt to determine how the superseded data were derived.
 DK2078
 DK2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9664867162(NAD 83)
 DK2078_MARKER: 63 = STACK
 DK2078
 DK2078  HISTORY     - Date     Condition        Report By
 DK2078  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2078  HISTORY     - 1948     GOOD             CROSET
 DK2078
 DK2078                          STATION DESCRIPTION
 DK2078
 DK2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 DK2078'POINT OBSERVED UPON WAS THE CENTER OF LARGE STACK OF THE
 DK2078'AMERICAN LUMBER AND TREATING COMPANY PLANT.  LOCATED AT THE
 DK2078'N CENTRAL EDGE OF TOWN.  STACK IS A CONCRETE STRUCTURE
 DK2078'APPROXIMATELY 150 FEET HIGH.
 DK2078'
 DK2078'OBSERVED UPON FROM TRIANGULATION STATIONS FOUNTAIN, STILLIONS,
 DK2078'JOHNSVILLE, GARNER, WILLIE, ROLFE, RAWLS, CROSSETT, WHITE AND
 DK2078'BEEKMAN.
 DK2078
 DK2078                          STATION RECOVERY (1948)
 DK2078
 DK2078'RECOVERY NOTE BY CROSSETT LUMBER COMPANY 1948 (EWC)
 DK2078'U.S.C. AND G.S. DESCRIPTIONS AND DATA SHOULD BE CORRECTED AS
 DK2078'FOLLOWS--
 DK2078'
 DK2078'FROM OF THE AMERICAN LUMBER AND TREATING COMPANY PLANT
 DK2078'
 DK2078'TO OF THE CROSSETT LUMBER COMPANY PLANT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2081 ***********************************************************************
 DK2081  DESIGNATION -  CROSSETT PAPER MILL WATER TANK
 DK2081  PID         -  DK2081
 DK2081  STATE/COUNTY-  AR/ASHLEY
 DK2081  USGS QUAD   -  CROSSETT NORTH (1973)
 DK2081
 DK2081                         *CURRENT SURVEY CONTROL
 DK2081  ___________________________________________________________________
 DK2081* NAD 83(1997)-  33 08 30.68520(N)    091 58 11.50483(W)     ADJUSTED  
 DK2081* NAVD 88     -                                                        
 DK2081  ___________________________________________________________________
 DK2081  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DK2081  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK2081
 DK2081  HORZ ORDER  -  THIRD
 DK2081
 DK2081.The horizontal coordinates were established by classical geodetic methods
 DK2081.and adjusted by the National Geodetic Survey in September 1999..
 DK2081
 DK2081
 DK2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2081
 DK2081.The geoid height was determined by GEOID03.
 DK2081
 DK2081;                    North         East     Units Scale Factor Converg.
 DK2081;SPC AR S     -   452,706.344   402,812.044   MT  1.00003882   +0 01 00.7
 DK2081;SPC AR S     - 1,485,254.06  1,321,559.18   sFT  1.00003882   +0 01 00.7
 DK2081;UTM  15      - 3,667,485.640   596,078.966   MT  0.99971381   +0 33 47.6
 DK2081
 DK2081                          SUPERSEDED SURVEY CONTROL
 DK2081
 DK2081  NAD 83(1997)-  33 08 30.69582(N)    091 58 11.49916(W) AD(       ) 4
 DK2081  NAD 83(1986)-  33 08 30.69744(N)    091 58 11.49797(W) AD(       ) 4
 DK2081  NAD 27      -  33 08 30.25800(N)    091 58 11.02300(W) AD(       ) 3
 DK2081
 DK2081.Superseded values are not recommended for survey control.
 DK2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2081.See file dsdata.txt to determine how the superseded data were derived.
 DK2081
 DK2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9607967486(NAD 83)
 DK2081_MARKER: 51 = TANK
 DK2081
 DK2081  HISTORY     - Date     Condition        Report By
 DK2081  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2081
 DK2081                          STATION DESCRIPTION
 DK2081
 DK2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 DK2081'POINT OBSERVED UPON WAS THE FINIAL OF WATER TANK OF THE
 DK2081'CROSSETT PAPER MILL PLANT, WHICH IS LOCATED AT THE NW EDGE OF
 DK2081'TOWN.  TANK IS A STEEL STRUCTURE, PAINTED BLACK AND IS
 DK2081'APPROXIMATELY 135 FEET HIGH.
 DK2081'
 DK2081'OBSERVED UPON FROM TRIANGULATION STATIONS CROSSETT, FOUNTAIN,
 DK2081'STILLIONS, JOHNSVILLE, WILLIE, ROLFE, RAWLS AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1056 ***********************************************************************
 FF1056  DESIGNATION -  CROSSING
 FF1056  PID         -  FF1056
 FF1056  STATE/COUNTY-  AR/CRITTENDEN
 FF1056  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1056
 FF1056                         *CURRENT SURVEY CONTROL
 FF1056  ___________________________________________________________________
 FF1056* NAD 83(1997)-  35 08 54.29999(N)    090 05 45.99501(W)     ADJUSTED  
 FF1056* NAVD 88     -        69.279  (meters)     227.29   (feet)  POSTED    
 FF1056  ___________________________________________________________________
 FF1056  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FF1056  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1056  DYNAMIC HT  -          69.220 (meters)     227.10  (feet)  COMP
 FF1056  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FF1056
 FF1056  HORZ ORDER  -  FIRST
 FF1056  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF1056
 FF1056.The horizontal coordinates were established by classical geodetic methods
 FF1056.and adjusted by the National Geodetic Survey in September 1999..
 FF1056
 FF1056.The orthometric height was determined by differential leveling
 FF1056.and adjusted by the National Geodetic Survey in 1992..
 FF1056.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF1056.rate of 0.0 thru 1.0 mm/km.
 FF1056
 FF1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1056
 FF1056.The geoid height was determined by GEOID03.
 FF1056
 FF1056.The dynamic height is computed by dividing the NAVD 88
 FF1056.geopotential number by the normal gravity value computed on the
 FF1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1056.degrees latitude (g = 980.6199 gals.).
 FF1056
 FF1056.The modeled gravity was interpolated from observed gravity values.
 FF1056
 FF1056;                    North         East     Units Scale Factor Converg.
 FF1056;SPC AR N     -    92,103.808   573,471.315   MT  0.99996468   +1 06 28.3
 FF1056;SPC AR N     -   302,177.24  1,881,463.81   sFT  0.99996468   +1 06 28.3
 FF1056;SPC TN       -    98,244.261   226,851.760   MT  1.00001948   -2 23 52.9
 FF1056;SPC TN       -   322,323.05    744,262.82   sFT  1.00001948   -2 23 52.9
 FF1056;UTM  15      - 3,893,363.451   764,543.934   MT  1.00046258   +1 40 21.8
 FF1056
 FF1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1056!SPC AR N     -   0.99999341  x   0.99996468  =   0.99995809
 FF1056!SPC TN       -   0.99999341  x   1.00001948  =   1.00001289
 FF1056!UTM  15      -   0.99999341  x   1.00046258  =   1.00045598
 FF1056
 FF1056                          SUPERSEDED SURVEY CONTROL
 FF1056
 FF1056  NAD 83(1997)-  35 08 54.30001(N)    090 05 45.99484(W) AD(       ) 1
 FF1056  NAD 83(1997)-  35 08 54.30209(N)    090 05 45.99425(W) AD(       ) 1
 FF1056  NAD 83(1997)-  35 08 54.30668(N)    090 05 45.99454(W) AD(       ) 1
 FF1056  NAD 83(1986)-  35 08 54.31091(N)    090 05 45.99599(W) AD(       ) 1
 FF1056  NAD 27      -  35 08 53.98430(N)    090 05 45.65800(W) AD(       ) 1
 FF1056  NGVD 29 (??/??/??)   69.242  (m)          227.17   (f) ADJUSTED    1 2
 FF1056
 FF1056.Superseded values are not recommended for survey control.
 FF1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1056.See file dsdata.txt to determine how the superseded data were derived.
 FF1056
 FF1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6454493363(NAD 83)
 FF1056_MARKER: DS = TRIANGULATION STATION DISK
 FF1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1056+STABILITY: SURFACE MOTION
 FF1056
 FF1056  HISTORY     - Date     Condition        Report By
 FF1056  HISTORY     - 1916     MONUMENTED       CGS
 FF1056  HISTORY     - 1935     MARK NOT FOUND   CGS
 FF1056
 FF1056                          STATION DESCRIPTION
 FF1056
 FF1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF1056'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF1056'RAILWAY, JUST E OF POINT WHERE THIS ROAD CROSSES
 FF1056'ST. LOUIS-SAN FRANCISCO RAILWAY TRACKS N OF BRIDGE JUNCTION,
 FF1056'1.68 METERS (5.5 FEET) S OF S RAIL OF OLD MAIN LINE OF A FORMER
 FF1056'COMPANY RAILROAD LEADING TO HOPEFIELD, AND 7.68 METERS (25.2
 FF1056'FEET) W OF W ABUTMENT OF RAILWAY BRIDGE.
 FF1056'
 FF1056'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FF1056'CONCRETE.
 FF1056'
 FF1056'INTERSECTION OF E RAIL OF ST.LOUIS-SAN FRANCISCO RAILWAY
 FF1056'AND S RAIL OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY LEADING
 FF1056'TO HOPEFIELD IS 75.84 METERS (248.8 FEET) FROM STATION,
 FF1056'S 78 DEG 03 MIN W.  MARK IS STAMPED WITH NAME AND DATES
 FF1056'1916 AND 1920.  STATION REPORTED NOT RECOVERABLE IN 1928.
 FF1056
 FF1056                          STATION RECOVERY (1935)
 FF1056
 FF1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF1056'THIS STATION WAS SEARCHED FOR IN 1935 BUT NOT RECOVERED.  THE
 FF1056'RAILROAD TRACKS OF THE CHICAGO-ROCK ISLAND RAILROAD HAVE BEEN
 FF1056'REMOVED AND THE FORMER RIGHT-OF-WAY HAS BEEN DUG UP AND IS
 FF1056'NOW COVERED WITH A DENSE GROWTH OF BUSHES AND BRIERS.  NO
 FF1056'TRACE OF THE STATION COULD BE FOUND.  IT WAS REPORTED THAT
 FF1056'THE STATION WAS NOT RECOVERABLE IN 1928.  IT IS RECOMMENDED
 FF1056'THAT IT BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1481 ***********************************************************************
 EH1481  DESIGNATION -  CROSSROADS
 EH1481  PID         -  EH1481
 EH1481  STATE/COUNTY-  AR/MONROE
 EH1481  USGS QUAD   -  TURNER (1967)
 EH1481
 EH1481                         *CURRENT SURVEY CONTROL
 EH1481  ___________________________________________________________________
 EH1481* NAD 83(1997)-  34 25 38.15202(N)    091 04 09.06190(W)     ADJUSTED  
 EH1481* NAVD 88     -        49.295  (meters)     161.73   (feet)  ADJUSTED  
 EH1481  ___________________________________________________________________
 EH1481  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EH1481  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1481  DYNAMIC HT  -          49.248 (meters)     161.57  (feet)  COMP
 EH1481  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EH1481
 EH1481  HORZ ORDER  -  SECOND
 EH1481  VERT ORDER  -  FIRST     CLASS II
 EH1481
 EH1481.The horizontal coordinates were established by classical geodetic methods
 EH1481.and adjusted by the National Geodetic Survey in September 1999..
 EH1481
 EH1481.The orthometric height was determined by differential leveling
 EH1481.and adjusted by the National Geodetic Survey in August 1993..
 EH1481
 EH1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1481
 EH1481.The geoid height was determined by GEOID03.
 EH1481
 EH1481.The dynamic height is computed by dividing the NAVD 88
 EH1481.geopotential number by the normal gravity value computed on the
 EH1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1481.degrees latitude (g = 980.6199 gals.).
 EH1481
 EH1481.The modeled gravity was interpolated from observed gravity values.
 EH1481
 EH1481;                    North         East     Units Scale Factor Converg.
 EH1481;SPC AR S     -   595,663.070   485,554.164   MT  0.99994190   +0 31 15.5
 EH1481;SPC AR S     - 1,954,271.26  1,593,022.29   sFT  0.99994190   +0 31 15.5
 EH1481;UTM  15      - 3,811,222.369   677,421.208   MT  0.99998802   +1 05 30.8
 EH1481
 EH1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1481!SPC AR S     -   0.99999648  x   0.99994190  =   0.99993838
 EH1481!UTM  15      -   0.99999648  x   0.99998802  =   0.99998450
 EH1481
 EH1481|---------------------------------------------------------------------|
 EH1481| PID    Reference Object                     Distance      Geod. Az  |
 EH1481|                                                           dddmmss.s |
 EH1481| EH1482 CROSSROADS RM 2                      30.913 METERS 03909     |
 EH1481| CY5907 CROSSROADS AZ MK                                   0604033.6 |
 EH1481| EH2944 ST CHARLES ARK POWER TRANSM TR      APPROX. 7.9 KM 2204750.8 |
 EH1481| EH2949 CROCKETTS BLUFF SWINDER TANK        APPROX.14.0 KM 2770445.1 |
 EH1481| EH1480 CROSSROADS RM 1                      29.681 METERS 28725     |
 EH1481|---------------------------------------------------------------------|
 EH1481
 EH1481                          SUPERSEDED SURVEY CONTROL
 EH1481
 EH1481  NAD 83(1997)-  34 25 38.15738(N)    091 04 09.05832(W) AD(       ) 2
 EH1481  NAD 83(1986)-  34 25 38.15990(N)    091 04 09.05802(W) AD(       ) 2
 EH1481  NAD 27      -  34 25 37.79818(N)    091 04 08.63929(W) AD(       ) 2
 EH1481  NAVD 88 (06/15/91)   49.281  (m)          161.68   (f) UNKNOWN     1 2
 EH1481  NGVD 29 (??/??/??)   49.324  (m)          161.82   (f) ADJUSTED    1 2
 EH1481
 EH1481.Superseded values are not recommended for survey control.
 EH1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1481.See file dsdata.txt to determine how the superseded data were derived.
 EH1481
 EH1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7742111222(NAD 83)
 EH1481_MARKER: DS = TRIANGULATION STATION DISK
 EH1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1481_STAMPING: CROSS ROADS 1965
 EH1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1481+STABILITY: SURFACE MOTION
 EH1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1481+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1481
 EH1481  HISTORY     - Date     Condition        Report By
 EH1481  HISTORY     - 1965     MONUMENTED       CGS
 EH1481  HISTORY     - 1976     GOOD             NGS
 EH1481  HISTORY     - 20030407 GOOD             USACE
 EH1481
 EH1481                          STATION DESCRIPTION
 EH1481
 EH1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH1481'STATION IS ABOUT 12-1/2 MILES SOUTHWEST OF MARVELL, 5 MILES
 EH1481'NORTHEAST OF ST. CHARLES, IN THE SOUTHWEST 1/4 OF SECTION
 EH1481'13, T. 3 S., R. 1 W., AND ON THE HIGHWAY RIGHT-OF-WAY.
 EH1481'
 EH1481'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 EH1481'HIGHWAY 1 AT THE NORTHWEST EDGE OF MARVELL, GO SOUTHWEST
 EH1481'ON STATE HIGHWAY 1 FOR 8.1 MILES TO THE JUNCTION WITH STATE
 EH1481'HIGHWAY 243.  CONTINUE SOUTHWEST ON HIGHWAY 1 FOR 4.4 MILES
 EH1481'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST ON
 EH1481'HIGHWAY 1 FOR 0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY
 EH1481'17 AND THE STATION ON THE RIGHT.
 EH1481'
 EH1481'STATION MARKS ARE STANDARD DISKS STAMPED CROSSROADS 1965.
 EH1481'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH
 EH1481'IS FLUSH WITH THE GROUND.  IT IS 44 FEET NORTHWEST OF THE
 EH1481'CENTERLINE OF STATE HIGHWAY 1, 53 FEET NORTH OF THE JUNCTION
 EH1481'OF STATE HIGHWAYS 1 AND 17, 67 FEET NORTHEAST OF A HIGHWAY
 EH1481'STOP SIGN AND 98 FEET EAST OF A METAL WITNESS POST.  THE
 EH1481'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 45
 EH1481'INCHES BELOW THE SURFACE OF THE GROUND.
 EH1481'
 EH1481'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CROSSROADS
 EH1481'NO 1 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH1481'4 INCHES.  IT IS 1 FOOT EAST OF A METAL WITNESS POST AND
 EH1481'87 FEET NORTH OF THE CENTERLINE OF HIGHWAY 17.
 EH1481'
 EH1481'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CROSSROADS
 EH1481'NO 2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH1481'4 INCHES.  IT IS 83 FEET NORTHWEST OF THE CENTERLINE OF
 EH1481'HIGHWAY 1 AND 167 FEET NORTHEAST OF THE METAL WITNESS POST.
 EH1481'
 EH1481'AZIMUTH MARK, A STANDARD DISK STAMPED CROSSROADS 1965, IS
 EH1481'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 EH1481'IT IS 2 FEET SOUTHWEST OF A METAL WITNESS POST, 2 FEET SOUTH
 EH1481'OF A POWER POLE, 16 FEET SOUTHEAST OF THE NORTHEAST CORNER
 EH1481'OF A FRAME HOUSE AND 59 FEET NORTHWEST OF THE CENTERLINE
 EH1481'OF HIGHWAY 1.
 EH1481'
 EH1481'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TENSION.
 EH1481'
 EH1481'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH1481
 EH1481                          STATION RECOVERY (1976)
 EH1481
 EH1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1481'5.5 MI NE FROM ST CHARLES.
 EH1481'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE
 EH1481'WHITE RIVER AT ST. CHARLES, ABOUT 100 YARDS NORTHEAST OF THE JUNCTION
 EH1481'OF HIGHWAY WEST 17, 97 FEET SOUTHEAST OF CROSS ROADS RM 1, 100 FEET
 EH1481'SOUTHWEST OF CROSS ROADS RM 2, 50 FEET SOUTH OF A TELEPHONE JUNCTION
 EH1481'BOX, AND 46 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. A DISK
 EH1481'SET IN THE TOP OF A CONCRETE POST PROJECTING +0 INCHES. 5 FEET BELOW
 EH1481'HIGHWAY.  1 FOOT NORTH OF A WITNESS POST.
 EH1481
 EH1481                          STATION RECOVERY (2003)
 EH1481
 EH1481'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1481'MARK IS 1 FT SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1480 ***********************************************************************
 EH1480  DESIGNATION -  CROSSROADS RM 1
 EH1480  PID         -  EH1480
 EH1480  STATE/COUNTY-  AR/MONROE
 EH1480  USGS QUAD   -  TURNER (1967)
 EH1480
 EH1480                         *CURRENT SURVEY CONTROL
 EH1480  ___________________________________________________________________
 EH1480* NAD 83(1986)-  34 25 37.     (N)    091 04 08.     (W)     SCALED    
 EH1480* NAVD 88     -        49.191  (meters)     161.39   (feet)  ADJUSTED  
 EH1480  ___________________________________________________________________
 EH1480  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1480  DYNAMIC HT  -          49.144 (meters)     161.23  (feet)  COMP
 EH1480  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EH1480
 EH1480  VERT ORDER  -  FIRST     CLASS II
 EH1480
 EH1480.The horizontal coordinates were scaled from a topographic map and have
 EH1480.an estimated accuracy of +/- 6 seconds.
 EH1480
 EH1480.The orthometric height was determined by differential leveling
 EH1480.and adjusted by the National Geodetic Survey in August 1993..
 EH1480
 EH1480.The geoid height was determined by GEOID03.
 EH1480
 EH1480.The dynamic height is computed by dividing the NAVD 88
 EH1480.geopotential number by the normal gravity value computed on the
 EH1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1480.degrees latitude (g = 980.6199 gals.).
 EH1480
 EH1480.The modeled gravity was interpolated from observed gravity values.
 EH1480
 EH1480;                    North         East    Units  Estimated Accuracy
 EH1480;SPC AR S     -   595,630.      485,580.      MT  (+/- 180 meters Scaled)
 EH1480
 EH1480                          SUPERSEDED SURVEY CONTROL
 EH1480
 EH1480  NAVD 88 (06/15/91)   49.176  (m)          161.34   (f) UNKNOWN     1 2
 EH1480  NGVD 29 (??/??/??)   49.220  (m)          161.48   (f) ADJUSTED    1 2
 EH1480
 EH1480.Superseded values are not recommended for survey control.
 EH1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1480.See file dsdata.txt to determine how the superseded data were derived.
 EH1480
 EH1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU774111(NAD 83)
 EH1480_MARKER: DR = REFERENCE MARK DISK
 EH1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1480_STAMPING: CROSS ROADS 1965
 EH1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1480+STABILITY: SURFACE MOTION
 EH1480
 EH1480  HISTORY     - Date     Condition        Report By
 EH1480  HISTORY     - 1965     MONUMENTED       CGS
 EH1480  HISTORY     - 1976     GOOD             NGS
 EH1480
 EH1480                          STATION DESCRIPTION
 EH1480
 EH1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1480'5.5 MI NE FROM ST CHARLES.
 EH1480'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE
 EH1480'WHITE RIVER AT ST. CHARLES, ABOUT 100 YARDS NORTHEAST OF THE JUNCTION
 EH1480'OF WEST 17, 100 FEET NORTHEAST OF THE STATION, AND 84 FEET NORTHWEST
 EH1480'OF THE CENTERLINE OF THE HIGHWAY.  A DISK SET IN THE TOP OF A CONCRETE
 EH1480'POST PROJECTING +0 INCHES.  5 FEET BELOW HIGHWAY 100 FEET NORTHEAST OF
 EH1480'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1482 ***********************************************************************
 EH1482  DESIGNATION -  CROSSROADS RM 2
 EH1482  PID         -  EH1482
 EH1482  STATE/COUNTY-  AR/MONROE
 EH1482  USGS QUAD   -  TURNER (1967)
 EH1482
 EH1482                         *CURRENT SURVEY CONTROL
 EH1482  ___________________________________________________________________
 EH1482* NAD 83(1986)-  34 25 37.     (N)    091 04 07.     (W)     SCALED    
 EH1482* NAVD 88     -        49.255  (meters)     161.60   (feet)  ADJUSTED  
 EH1482  ___________________________________________________________________
 EH1482  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1482  DYNAMIC HT  -          49.207 (meters)     161.44  (feet)  COMP
 EH1482  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EH1482
 EH1482  VERT ORDER  -  FIRST     CLASS II
 EH1482
 EH1482.The horizontal coordinates were scaled from a topographic map and have
 EH1482.an estimated accuracy of +/- 6 seconds.
 EH1482
 EH1482.The orthometric height was determined by differential leveling
 EH1482.and adjusted by the National Geodetic Survey in August 1993..
 EH1482
 EH1482.The geoid height was determined by GEOID03.
 EH1482
 EH1482.The dynamic height is computed by dividing the NAVD 88
 EH1482.geopotential number by the normal gravity value computed on the
 EH1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1482.degrees latitude (g = 980.6199 gals.).
 EH1482
 EH1482.The modeled gravity was interpolated from observed gravity values.
 EH1482
 EH1482;                    North         East    Units  Estimated Accuracy
 EH1482;SPC AR S     -   595,630.      485,610.      MT  (+/- 180 meters Scaled)
 EH1482
 EH1482                          SUPERSEDED SURVEY CONTROL
 EH1482
 EH1482  NAVD 88 (06/15/91)   49.240  (m)          161.55   (f) UNKNOWN     1 2
 EH1482  NGVD 29 (??/??/??)   49.284  (m)          161.69   (f) ADJUSTED    1 2
 EH1482
 EH1482.Superseded values are not recommended for survey control.
 EH1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1482.See file dsdata.txt to determine how the superseded data were derived.
 EH1482
 EH1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU774111(NAD 83)
 EH1482_MARKER: DR = REFERENCE MARK DISK
 EH1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1482_STAMPING: CROSS ROADS NO 2 1965
 EH1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1482+STABILITY: SURFACE MOTION
 EH1482
 EH1482  HISTORY     - Date     Condition        Report By
 EH1482  HISTORY     - 1965     MONUMENTED       CGS
 EH1482  HISTORY     - 1976     GOOD             NGS
 EH1482
 EH1482                          STATION DESCRIPTION
 EH1482
 EH1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1482'5.5 MI NE FROM ST CHARLES.
 EH1482'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE
 EH1482'WHITE RIVER AT ST. CHARLES, ABOUT 100 YARDS NORTHEAST OF THE JUNCTION
 EH1482'OF HIGHWAY 17, 97 FEET NORTHWEST OF CROSS ROADS 1965, AND 117 FEET
 EH1482'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A DISK SET IN THE TOP OF
 EH1482'A CONCRETE POST PROJECTING +0 INCHES.  5 FEET BELOW HIGHWAY.  98 FEET
 EH1482'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1766 ***********************************************************************
 FG1766  DESIGNATION -  CROW
 FG1766  PID         -  FG1766
 FG1766  STATE/COUNTY-  AR/POPE
 FG1766  USGS QUAD   -  MORELAND (1989)
 FG1766
 FG1766                         *CURRENT SURVEY CONTROL
 FG1766  ___________________________________________________________________
 FG1766* NAD 83(1997)-  35 16 41.08147(N)    092 56 59.72824(W)     ADJUSTED  
 FG1766* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 FG1766  ___________________________________________________________________
 FG1766  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FG1766  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FG1766
 FG1766  HORZ ORDER  -  FIRST
 FG1766
 FG1766.The horizontal coordinates were established by classical geodetic methods
 FG1766.and adjusted by the National Geodetic Survey in September 1999..
 FG1766
 FG1766.The orthometric height was scaled from a topographic map.
 FG1766
 FG1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1766
 FG1766.The geoid height was determined by GEOID03.
 FG1766
 FG1766;                    North         East     Units Scale Factor Converg.
 FG1766;SPC AR N     -   105,228.101   313,583.173   MT  0.99995013   -0 33 09.9
 FG1766;SPC AR N     -   345,235.86  1,028,814.13   sFT  0.99995013   -0 33 09.9
 FG1766;UTM  15      - 3,903,882.736   504,553.959   MT  0.99960026   +0 01 44.1
 FG1766
 FG1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1766!SPC AR N     -   0.99995257  x   0.99995013  =   0.99990270
 FG1766!UTM  15      -   0.99995257  x   0.99960026  =   0.99955285
 FG1766
 FG1766|---------------------------------------------------------------------|
 FG1766| PID    Reference Object                     Distance      Geod. Az  |
 FG1766|                                                           dddmmss.s |
 FG1766| CI0683 CROW RM 1                            18.495 METERS 10638     |
 FG1766| CI0682 CROW AZ MK                                         2253148.8 |
 FG1766| CI0684 CROW RM 2                            19.741 METERS 25946     |
 FG1766|---------------------------------------------------------------------|
 FG1766
 FG1766                          SUPERSEDED SURVEY CONTROL
 FG1766
 FG1766  NAD 83(1986)-  35 16 41.09576(N)    092 56 59.72404(W) AD(       ) 1
 FG1766  NAD 27      -  35 16 40.79800(N)    092 56 59.11500(W) AD(       ) 1
 FG1766
 FG1766.Superseded values are not recommended for survey control.
 FG1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1766.See file dsdata.txt to determine how the superseded data were derived.
 FG1766
 FG1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0455403883(NAD 83)
 FG1766_MARKER: DS = TRIANGULATION STATION DISK
 FG1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1766
 FG1766  HISTORY     - Date     Condition        Report By
 FG1766  HISTORY     - 1940     MONUMENTED       CGS
 FG1766  HISTORY     - 1954     GOOD             CGS
 FG1766  HISTORY     - 1967     GOOD             CGS
 FG1766  HISTORY     - 1967     GOOD             CGS
 FG1766
 FG1766                          STATION DESCRIPTION
 FG1766
 FG1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1766'STATION IS LOCATED ON THE HIGHEST POINT ALONG THE EASTERN RIM
 FG1766'OF CARRION CROW MOUNTAIN.  IT IS ON PROPERTY OF THE OWENS
 FG1766'ESTATE AND LEASED BY MR. PRICE WHO LIVES ABOUT 0.2 MILE W
 FG1766'OF THE STATION.
 FG1766'
 FG1766'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1766'DISKS SET IN CONCRETE.
 FG1766'
 FG1766'STATION IS STAMPED CROW 1940 AND PROJECTS 4 INCHES.  IT IS 6
 FG1766'FEET E OF A WHITE REFERENCE POST, 21 FEET N OF A TRIANGLE-BLAZED
 FG1766'12-INCH OAK TREE, 28 FEET N OF A BLAZED 20-INCH OAK TREE, AND
 FG1766'20 FEET N OF A FENCE LINE.
 FG1766'
 FG1766'REFERENCE MARK NO. 1 IS STAMPED CROW NO. 1, 1940 AND PROJECTS
 FG1766'2 INCHES.  IT IS 26 FEET N OF A FENCE LINE, 13 FEET NW OF A
 FG1766'12-INCH OAK TREE AND ON SAME LEVEL AS THE STATION.
 FG1766'
 FG1766'REFERENCE MARK NO. 2 IS STAMPED CROW NO. 2, 1940 AND PROJECTS
 FG1766'2 INCHES.  IT IS 4.6 FEET N OF A FENCE LINE, 6.6 FEET NW OF
 FG1766'A 10-INCH OAK TREE, AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1766'
 FG1766'THE AZIMUTH MARK IS STAMPED CROW 1940 AND PROJECTS 4 INCHES.
 FG1766'IT IS 4.6 FEET N OF A WHITE REFERENCE POST, 2 FEET E OF A
 FG1766'FENCE LINE AND 16 FEET E OF THE CENTER OF A DIRT ROAD.
 FG1766'
 FG1766'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FG1766'STATE HIGHWAY 105 IN THE TOWN OF ATKINS, GO N ON STATE HIGHWAY
 FG1766'105 FOR 0.8 MILE TO A GRAVEL ROAD TO THE LEFT, (W), TURN LEFT
 FG1766'AND FOLLOW MAIN ROAD 2.1 MILES TO TOP OF RIDGE AND A DIRT ROAD
 FG1766'RIGHT, TURN RIGHT AND GO 0.6 MILE TO THE AZIMUTH MARK ON THE
 FG1766'RIGHT, CONTINUE STRAIGHT AHEAD 0.5 MILE TO A T-ROAD RIGHT,
 FG1766'TURN RIGHT AND GO 0.45 MILE TO MR. PRICES HOUSE, TURN RIGHT,
 FG1766'PASSING TO N SIDE OF MR. PRICES HOUSE, AND FOLLOW A DIM WOODS
 FG1766'ROAD 0.15 MILE TO A WIRE GATE, TURN RIGHT THROUGH GATE AND
 FG1766'0.05 MILE SE ACROSS FIELD TO STATION.
 FG1766'
 FG1766'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1766
 FG1766                          STATION RECOVERY (1954)
 FG1766
 FG1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1766'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FG1766'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 FG1766'DISK WAS BATTERED AND THE STAMPING NOT LEGIBLE, THEREFORE
 FG1766'A NEW DISK WAS SET IN THE SAME MARK HOLDING THE ORIGINAL
 FG1766'POSITION.  THE DISK IS STAMPED CROW 1940 RESET 1954.
 FG1766'
 FG1766'THE ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE AND ACCURATE.
 FG1766'
 FG1766'HEIGHT OF LIGHT ABOVE MARK, 19 METERS
 FG1766
 FG1766                          STATION RECOVERY (1967)
 FG1766
 FG1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1766'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FG1766'DUE TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1766'
 FG1766'THE STATION IS LOCATED ON THE HIGHEST POINT ALONG THE EASTERN
 FG1766'RIM OF CARRION CROW MOUNTAIN AND ABOUT 2 MILES NORTH OF ATKINS.
 FG1766'
 FG1766'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FG1766'HIGHWAY 105 IN ATKINS, GO NORTH ON STATE HIGHWAY 105 FOR 0.8
 FG1766'MILE TO A SIDE ROAD LEFT 0.05 MILE NORTH OF INTERSTATE 40.
 FG1766'TURN LEFT, WEST AND NORTH ON GRADED ROAD FOR 1.7 MILES TO A
 FG1766'SIDE ROAD LEFT AT THE TOP OF HILL.  CONTINUE AHEAD AND GO WEST
 FG1766'ON GRADED ROAD FOR 0.85 MILE TO A CROSSROAD.  TURN RIGHT AND
 FG1766'GO NORTH ON GRADED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON
 FG1766'THE RIGHT.  CONTINUE AHEAD AND GO NORTH ON GRADED ROAD
 FG1766'FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST
 FG1766'ON DIRT ROAD FOR 0.25 MILE TO AN OLD BARN ON THE LEFT.
 FG1766'CONTINUE AHEAD AND GO EAST ON DIRT ROAD FOR 0.2 MILE TO THE END
 FG1766'OF ROAD AND END OF TRUCK TRAVEL.  FROM HERE PACK EAST
 FG1766'ALONG OLD WOODS ROAD FOR ABOUT 1/4 MILE TO A FIELD, THENCE
 FG1766'SOUTH TO THE SOUTHWEST CORNER OF THE FIELD, THENCE EAST 186
 FG1766'FEET TO THE STATION IN THE SOUTH EDGE OF THE FIELD.
 FG1766'
 FG1766'STATION MARK IS A STANDARD DISK, STAMPED CROW 1940, SET IN THE
 FG1766'TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 186
 FG1766'FEET EAST OF THE SOUTHWEST CORNER OF THE FIELD, 1 FOOT WEST
 FG1766'OF A METAL WITNESS POST AND IN THE SOUTH EDGE OF AN OLD FIELD.
 FG1766'
 FG1766'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROW NO 1 1940,
 FG1766'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 FG1766'IT IS 246 FEET EAST OF THE SOUTHWEST CORNER OF THE FIELD, 1
 FG1766'FOOT SOUTH OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION
 FG1766'AS THE STATION.
 FG1766'
 FG1766'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROW NO 2 1940,
 FG1766'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FG1766'IT IS 121 FEET EAST OF THE SOUTHWEST CORNER OF THE FIELD, 1
 FG1766'FOOT SOUTH OF A METAL WITNESS POST, IN THE NORTH EDGE OF THE
 FG1766'WOODS AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1766'
 FG1766'AZIMUTH MARK IS A STANDARD DISK, STAMPED CROW 1940, SET IN
 FG1766'THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 FG1766'233 FEET NORTH OF A DRIVEWAY LEADING EAST, 18 FEET EAST OF THE
 FG1766'CENTER OF THE GRADED ROAD, 1 FOOT NORTH OF A METAL WITNESS
 FG1766'POST.
 FG1766
 FG1766                          STATION RECOVERY (1967)
 FG1766
 FG1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BC)
 FG1766'LTR OF MR. B. CLARK, RUSSELLVILLE, ARK. DATED MARCH 12, 1967-
 FG1766'
 FG1766'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1891 ***********************************************************************
 EJ1891  DESIGNATION -  CROWS
 EJ1891  PID         -  EJ1891
 EJ1891  STATE/COUNTY-  AR/SALINE
 EJ1891  USGS QUAD   -  LONSDALE NE (1984)
 EJ1891
 EJ1891                         *CURRENT SURVEY CONTROL
 EJ1891  ___________________________________________________________________
 EJ1891* NAD 83(1997)-  34 39 17.42473(N)    092 47 07.54745(W)     ADJUSTED  
 EJ1891* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 EJ1891  ___________________________________________________________________
 EJ1891  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 EJ1891  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EJ1891
 EJ1891  HORZ ORDER  -  THIRD
 EJ1891
 EJ1891.The horizontal coordinates were established by classical geodetic methods
 EJ1891.and adjusted by the National Geodetic Survey in September 1999..
 EJ1891
 EJ1891.The orthometric height was scaled from a topographic map.
 EJ1891
 EJ1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1891
 EJ1891.The geoid height was determined by GEOID03.
 EJ1891
 EJ1891;                    North         East     Units Scale Factor Converg.
 EJ1891;SPC AR S     -   620,794.733   328,002.133   MT  0.99997697   -0 26 22.6
 EJ1891;SPC AR S     - 2,036,724.05  1,076,120.33   sFT  0.99997697   -0 26 22.6
 EJ1891;UTM  15      - 3,834,788.179   519,661.761   MT  0.99960476   +0 07 19.2
 EJ1891
 EJ1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1891!SPC AR S     -   0.99998038  x   0.99997697  =   0.99995735
 EJ1891!UTM  15      -   0.99998038  x   0.99960476  =   0.99958515
 EJ1891
 EJ1891:                Primary Azimuth Mark                     Grid Az
 EJ1891:SPC AR S     -  KENTUCKY                                 099 13 06.9
 EJ1891:UTM  15      -  KENTUCKY                                 098 39 25.1
 EJ1891
 EJ1891|---------------------------------------------------------------------|
 EJ1891| PID    Reference Object                     Distance      Geod. Az  |
 EJ1891|                                                           dddmmss.s |
 EJ1891| EJ1890 KENTUCKY                            APPROX. 7.1 KM 0984644.3 |
 EJ1891| CY5911 CROWS RM 1                           19.862 METERS 19035     |
 EJ1891| CY5912 CROWS RM 2                           27.420 METERS 32243     |
 EJ1891|---------------------------------------------------------------------|
 EJ1891
 EJ1891                          SUPERSEDED SURVEY CONTROL
 EJ1891
 EJ1891  NAD 83(1986)-  34 39 17.43661(N)    092 47 07.53869(W) AD(       ) 3
 EJ1891  NAD 27      -  34 39 17.10688(N)    092 47 06.92985(W) AD(       ) 3
 EJ1891
 EJ1891.Superseded values are not recommended for survey control.
 EJ1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1891.See file dsdata.txt to determine how the superseded data were derived.
 EJ1891
 EJ1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1966234788(NAD 83)
 EJ1891_MARKER: DS = TRIANGULATION STATION DISK
 EJ1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1891
 EJ1891  HISTORY     - Date     Condition        Report By
 EJ1891  HISTORY     - 1963     MONUMENTED       CGS
 EJ1891
 EJ1891                          STATION DESCRIPTION
 EJ1891
 EJ1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1891'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH AND 11-1/2
 EJ1891'MILES WEST OF BENTON, 2-3/4 MILES NORTH AND 1 MILE WEST OF
 EJ1891'THE VILLAGE OF CROWS, AND 1/4 MILE WEST OF STATE HIGHWAY 9,
 EJ1891'ON THE NORTH SIDE OF A GRAVEL ROAD, NEAR THE WEST CENTER OF
 EJ1891'SECTION 12, T 1 S, R 17 W., ON THE PROPERTY OF THE GIERKS
 EJ1891'LUMBER CO., OF MOUNTAIN PINE, ARKANSAS.  IT IS 36 FEET NORTH
 EJ1891'OF THE CENTERLINE OF A GRAVELED ROAD, 26 FEET SOUTHWEST OF
 EJ1891'THE WITNESS POST, AND 4 FEET NORTHWEST OF A 20 INCH OAK TREE
 EJ1891'(TWIN-TRUNK).  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 EJ1891'STAMPED CROWS 1963.
 EJ1891'
 EJ1891'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN BENTON,
 EJ1891'GO NORTH ON MAIN STREET FOR 0.3 MILE TO THE INTERSECTION
 EJ1891'OF MAIN AND CARPENTER STREETS.  TURN LEFT ON CARPENTER STREET
 EJ1891'AND GO WEST AND NORTH CROSSING INTER-STATE 30 OVERPASS AND
 EJ1891'FOLLOW STATE HIGHWAY 5 NORTHWEST AND WEST FOR 12.9 MILES
 EJ1891'TO THE JUNCTION OF STATE HIGHWAY 9 AT CROWS.  TURN RIGHT
 EJ1891'AND GO NORTH ON STATE HIGHWAY 9 FOR 2.8 MILES TO A GRAVELED
 EJ1891'SIDE ROAD LEFT AT CURVE IN HIGHWAY.  TURN LEFT AND GO
 EJ1891'NORTHWEST ON THE GRAVELED ROAD FOR 0.5 MILE TO THE STATION ON
 EJ1891'THE RIGHT.
 EJ1891'
 EJ1891'REFERENCE MARK 1 IS 29 FEET SOUTH OF THE CENTERLINE OF THE
 EJ1891'GRAVELED ROAD, 14 FEET NORTH OF A 6 INCH PINE TREE, AND 25
 EJ1891'FEET EAST OF A 10 INCH PINE TREE.  THE MONUMENT PROJECTS 4 INCHES
 EJ1891'AND THE DISK IS STAMPED CROWS NO 1 1963.
 EJ1891'
 EJ1891'REFERENCE MARK 2 IS SET IN A DRILLED HOLE IN OUT CROPPING
 EJ1891'BEDROCK, AND PROJECTS 10 INCHES.  THE DISK IS STAMPED CROWS
 EJ1891'NO 2 1963.  IT IS 5 FEET SOUTHEAST OF A 12 INCH PINE TREE, 22
 EJ1891'FEET NORTH OF A 12 INCH PINE TREE, 18 FEET WEST OF A 12 INCH
 EJ1891'PINE TREE, AND 24 FEET WEST OF A TRACK ROAD.
 EJ1891'
 EJ1891'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
 EJ1891'
 EJ1891'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1729 ***********************************************************************
 EJ1729  DESIGNATION -  CRYSTAL
 EJ1729  PID         -  EJ1729
 EJ1729  STATE/COUNTY-  AR/PULASKI
 EJ1729  USGS QUAD   -  ALEXANDER (1986)
 EJ1729
 EJ1729                         *CURRENT SURVEY CONTROL
 EJ1729  ___________________________________________________________________
 EJ1729* NAD 83(1997)-  34 41 38.12019(N)    092 25 45.90709(W)     ADJUSTED  
 EJ1729* NAVD 88     -       309.1    (meters)    1014.     (feet)  VERTCON   
 EJ1729  ___________________________________________________________________
 EJ1729  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 EJ1729  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EJ1729
 EJ1729  HORZ ORDER  -  SECOND
 EJ1729
 EJ1729.The horizontal coordinates were established by classical geodetic methods
 EJ1729.and adjusted by the National Geodetic Survey in September 1999..
 EJ1729
 EJ1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1729
 EJ1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1729
 EJ1729.The geoid height was determined by GEOID03.
 EJ1729
 EJ1729;                    North         East     Units Scale Factor Converg.
 EJ1729;SPC AR S     -   624,936.526   360,654.469   MT  0.99998459   -0 14 25.2
 EJ1729;SPC AR S     - 2,050,312.59  1,183,247.20   sFT  0.99998459   -0 14 25.2
 EJ1729;UTM  15      - 3,839,249.180   552,259.936   MT  0.99963366   +0 19 29.2
 EJ1729
 EJ1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1729!SPC AR S     -   0.99995565  x   0.99998459  =   0.99994025
 EJ1729!UTM  15      -   0.99995565  x   0.99963366  =   0.99958933
 EJ1729
 EJ1729|---------------------------------------------------------------------|
 EJ1729| PID    Reference Object                     Distance      Geod. Az  |
 EJ1729|                                                           dddmmss.s |
 EJ1729| CY5916 CRYSTAL RM 1                         20.522 METERS 02913     |
 EJ1729| EJ1743 LITTLE ROCK RAD STA KKD 291 TR      APPROX.10.9 KM 0365856.8 |
 EJ1729| EJ1755 LITTLE ROCK MUNICIPAL SPIPE         APPROX.12.2 KM 0424627.6 |
 EJ1729| EJ1747 LITTLE ROCK RAD STA KKD 274 TR      APPROX.11.7 KM 0440612.8 |
 EJ1729| EJ1713 LITTLE ROCK CAPITOL DOME            APPROX.14.1 KM 0653037.4 |
 EJ1729| EJ1746 LITTLE ROCK ARK POWER CO STACK      APPROX.15.3 KM 0654823.6 |
 EJ1729| EJ1709 LITTLE ROCK GAINES ST SPIPE         APPROX.14.3 KM 0714748.3 |
 EJ1729| EJ1703 LITTLE ROCK RAD STA KKC 227 TR      APPROX.10.9 KM 0720902.2 |
 EJ1729| EJ1715 LITTLE ROCK WESTWOOD WATER TK       APPROX. 6.7 KM 0750030.9 |
 EJ1729| EJ1699 LITTLE ROCK GRANITE MTN SPIPE       APPROX.15.9 KM 0875945.0 |
 EJ1729| EJ1726 SHANNON HILLS MUNICIPAL TANK        APPROX. 8.4 KM 1552530.1 |
 EJ1729| EJ1724 ALEXANDER RAD STA KKE 92 MAST       APPROX. 8.2 KM 1852117.7 |
 EJ1729| EJ1721 ALEXANDER MC RAE SANATORIUM TK      APPROX. 8.6 KM 1910844.7 |
 EJ1729| CY5915 CRYSTAL AZ MK                                      2050032.4 |
 EJ1729| CY5917 CRYSTAL RM 2                         20.207 METERS 27053     |
 EJ1729| EJ1756 SHINALL MTN TV STA KARK KTHV        APPROX.13.3 KM 3310226.3 |
 EJ1729|---------------------------------------------------------------------|
 EJ1729
 EJ1729                          SUPERSEDED SURVEY CONTROL
 EJ1729
 EJ1729  NAD 83(1986)-  34 41 38.13174(N)    092 25 45.89742(W) AD(       ) 2
 EJ1729  NAD 27      -  34 41 37.79773(N)    092 25 45.33290(W) AD(       ) 2
 EJ1729  NGVD 29 (07/19/86)  309.1    (m)         1014.     (f) VERT ANG       
 EJ1729
 EJ1729.Superseded values are not recommended for survey control.
 EJ1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1729.See file dsdata.txt to determine how the superseded data were derived.
 EJ1729
 EJ1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5226039249(NAD 83)
 EJ1729_MARKER: DS = TRIANGULATION STATION DISK
 EJ1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1729
 EJ1729  HISTORY     - Date     Condition        Report By
 EJ1729  HISTORY     - 1940     MONUMENTED       CGS
 EJ1729  HISTORY     - 1964     GOOD             CGS
 EJ1729  HISTORY     - 1989     GOOD             USPSQD
 EJ1729
 EJ1729                          STATION DESCRIPTION
 EJ1729
 EJ1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1729'STATION IS LOCATED IN PULASKI COUNTY, ABOUT 9 MILES SW OF LITTLE
 EJ1729'ROCK, ABOUT 4.5 MILES NNE OF COLLEGEVILLE AND ABOUT 0.5 MILE NNE
 EJ1729'OF CRYSTAL VALLEY DAIRY.  IT IS ON THE HIGHEST POINT OF A WOODED
 EJ1729'RIDGE RUNNING NW AND SE, IN A GROWTH OF SMALL PINE TREES,
 EJ1729'ABOUT 75 YARDS SE OF THE NW END OF THE RIDGE.  THE OWNER OF THE
 EJ1729'LAND COULD NOT BE LEARNED.  THERE IS A WHITE REFERENCE POST
 EJ1729'4 FEET NE OF THE STATION.  THE SURFACE MARK PROJECTS 6 INCHES
 EJ1729'AND IS STAMPED CRYSTAL 1940.
 EJ1729'
 EJ1729'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1729'DISKS SET IN THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.
 EJ1729'
 EJ1729'REFERENCE MARK NO.1 IS ON THE SAME RIDGE AS THE STATION, IN THE
 EJ1729'TIMBER AND ABOUT 1/2 METER LOWER THAN THE STATION.  IT PROJECTS
 EJ1729'6 INCHES AND IS STAMPED CRYSTAL NO.1, 1940.
 EJ1729'
 EJ1729'REFERENCE MARK NO.2 IS ON THE SAME RIDGE AS THE STATION,
 EJ1729'IN THE TIMBER AND ABOUT 1/2 METER LOWER THAN THE STATION.
 EJ1729'IT PROJECTS 6 INCHES, AND IS STAMPED CRYSTAL NO.2, 1940.
 EJ1729'
 EJ1729'THE AZIMUTH MARK IS 0.6 MILE SSW OF THE STATION, ON THE N SIDE
 EJ1729'OF AN E-W ROAD, 24 FEET N OF THE CENTER LINE OF THE ROAD AND
 EJ1729'AT A POINT 0.6 MILE W OF WHERE THE TRAIL TO THE STATION LEAVES THE
 EJ1729'MAIN ROAD.  IT PROJECTS 6 INCHES, AND IS STAMPED CRYSTAL 1940.
 EJ1729'THERE IS A WHITE POST 3 FEET E OF THE MARK.
 EJ1729'
 EJ1729'TO REACH THE STATION START AT THE POST OFFICE IN LITTLE ROCK,
 EJ1729'GO E ON CAPITOL AVENUE FOR ONE BLOCK, TURN RIGHT AND FOLLOW
 EJ1729'U.S. HIGHWAY 67 FOR 9.2 MILES IN A SOUTHWESTERLY DIRECTION TO
 EJ1729'THE DAVID O. DODD SCHOOL ON THE LEFT.  CONTINUE SW ON U.S. HIGHWAY
 EJ1729'67 FOR 1.6 MILES TO A GRADED DIRT ROAD LEADING RIGHT AT A SIGN
 EJ1729'CRYSTAL VALLEY ROAD.  TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD
 EJ1729'FOR 1.25 MILES IN A NW DIRECTION TO A TURN TO THE W AND A
 EJ1729'WHITE HOUSE ON THE LEFT.  TURN W AND FOLLOW SAME ROAD FOR 0.1
 EJ1729'MILE TO A DIM TRAIL LEADING N ALONG THE W SIDE OF WOODS.
 EJ1729'FOLLOW TRAIL N FOR 0.2 MILE, TURN LEFT AT FORK AND GO NW FOR
 EJ1729'0.1 MILE TO A FARMHOUSE.  PASS TO RIGHT OF FARMHOUSE AND FOLLOW
 EJ1729'OLD WOOD ROAD FOR 0.15 MILE TO TOP OF RIDGE.  FROM HERE PACK
 EJ1729'TO THE NW END OF THE RIDGE AND THE STATION, ABOUT 0.35
 EJ1729'MILE.  IT IS POSSIBLE TO DRIVE TO THE STATION BY TAKING DOWN
 EJ1729'TWO WOVEN WIRE FENCES BETWEEN THE TOP OF RIDGE AND THE
 EJ1729'STATION.
 EJ1729'
 EJ1729'TO REACH THE AZIMUTH MARK, INSTEAD OF TURNING N ON THE TRAIL
 EJ1729'0.1 MILE W OF THE WHITE HOUSE, CONTINUE W ON MAIN-TRAVELED
 EJ1729'ROAD FOR 0.6 MILE TO THE MARK ON THE N SIDE OF THE ROAD.
 EJ1729'
 EJ1729'HEIGHT OF LIGHT ABOVE STATION MARK - 25 METERS.
 EJ1729
 EJ1729                          STATION RECOVERY (1964)
 EJ1729
 EJ1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1729'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 EJ1729'GOOD CONDITION AT THIS TIME.  THE AZIMUTH MARK HAS BEEN DESTROYED
 EJ1729'BY ROAD CONSTRUCTION.  THE DISTANCE AND DIRECTION TO REFERENCE
 EJ1729'MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED BUT
 EJ1729'THE DISTANCE WAS FOUND TO BE 0.13 OF A FOOT SHORTER THAN THE
 EJ1729'PREVIOUS MEASUREMENT.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION
 EJ1729'FOLLOWS.
 EJ1729'
 EJ1729'ABOUT 9 MILES SOUTHWEST OF LITTLE ROCK, IN THE WEST CENTER OF
 EJ1729'SEC. 29, T-1-N, R-13-W, IN BRODIE TOWNSHIP AND ON THE PROPERTY OF
 EJ1729'MRS. L.S. ENGLAND.  IT IS 30 FEET SOUTHEAST OF AN 18 INCH OAK
 EJ1729'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 20 FEET NORTHWEST
 EJ1729'OF A 12 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE
 EJ1729'AND ON THE HIGHEST POINT OF A SMALL WOODED KNOLL.  THE MONUMENT
 EJ1729'PROJECTS 8 INCHES AND THE DISK IS STAMPED CRYSTAL 1940.
 EJ1729'
 EJ1729'TO REACH THE STATION FROM THE INTERSECTION OF ASHER AND UNIVERSITY
 EJ1729'AVENUES AND THE JUNCTION OF STATE HIGHWAY 5 AND U.S. HIGHWAYS 67
 EJ1729'AND 70 IN THE SOUTHWEST EDGE OF LITTLE ROCK, GO WEST ON HIGHWAY
 EJ1729'5 (ASHER AVE.) FOR 2.25 MILES TO A Y-FORK.  KEEP LEFT FORK
 EJ1729'AND AND CONTINUE SOUTHWEST ON HIGHWAY 5 FOR 1.7 MILES TO THE
 EJ1729'DAVID C. DODD SCHOOL ON THE LEFT.  CONTINUE SOUTHWEST ON HIGHWAY
 EJ1729'5 FOR 1.6 MILES TO A SIDE ROAD RIGHT ( CRYSTAL VALLEY ROAD).
 EJ1729'TURN RIGHT AND GO NORTHERLY ON CRYSTAL VALLEY ROAD FOR 1.25
 EJ1729'MILES TO A POINT WHERE THE ROAD MAKES A SHARP TURN TO THE WEST.
 EJ1729'KEEP WEST ON THE PAVED ROAD FOR 0.5 MILE TO A GRAVELED
 EJ1729'DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY, KEEPING
 EJ1729'TO THE EAST OF A FRAME HOUSE,AND GO NORTH FOR 0.1 MILE TO
 EJ1729'A GATE.  PASS THROUGH THE GATE THEN TURN RIGHT AND GO EAST
 EJ1729'ON FARM LANE FOR 0.15 MILE TO A FENCE CORNER.  TURN LEFT AND
 EJ1729'GO NORTH ON FARM LANE FOR 0.4 MILE TO A GATE AND POWER
 EJ1729'LINES.  PASS THROUGHT THE GATE AND CONTINUE NORTH ON WOODS
 EJ1729'ROAD FOR 0.15 MILE TO THE WEST END OF THE KNOLL.  TURN
 EJ1729'RIGHT ON WOODS ROAD AND GO SOUTHEAST FOR 0.1 MILE TO
 EJ1729'THE HIGHEST POINT AND THE STATION.
 EJ1729'
 EJ1729'REFERENCE MARK 1 IS 73 FEET NORTHEAST OF THE 12 INCH OAK TREE,
 EJ1729'11 FEET SOUTHWEST OF A 6 INCH PINE TREE AND ABOUT 4 FEET LOWER
 EJ1729'IN ELEVATION THAN THE STATION.  THE MONUMENT PROJECTS 4 INCHES
 EJ1729'AND THE DISK IS STAMPED CRYSTAL NO 1 1940.
 EJ1729'
 EJ1729'REFERENCE MARK 2 IS 48 FEET SOUTHEAST OF THE 18 INCH OAK TREE
 EJ1729'AND 13 FEET NORTH OF AN 8 INCH PINE TREE.  THE MONUMENT PROJECTS
 EJ1729'4 INCHES AND THE DISK IS STAMPED CRYSTAL NO 2 1940.
 EJ1729'
 EJ1729'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREE ON LINE.
 EJ1729'
 EJ1729'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EJ1729
 EJ1729                          STATION RECOVERY (1989)
 EJ1729
 EJ1729'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1931 ***********************************************************************
 EJ1931  DESIGNATION -  CRYSTAL
 EJ1931  PID         -  EJ1931
 EJ1931  STATE/COUNTY-  AR/GARLAND
 EJ1931  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1931
 EJ1931                         *CURRENT SURVEY CONTROL
 EJ1931  ___________________________________________________________________
 EJ1931* NAD 83(1997)-  34 30 43.34430(N)    093 20 45.43163(W)     ADJUSTED  
 EJ1931* NAVD 88     -       309.1    (meters)    1014.     (feet)  VERTCON   
 EJ1931  ___________________________________________________________________
 EJ1931  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 EJ1931  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EJ1931
 EJ1931  HORZ ORDER  -  THIRD
 EJ1931
 EJ1931.The horizontal coordinates were established by classical geodetic methods
 EJ1931.and adjusted by the National Geodetic Survey in September 1999..
 EJ1931
 EJ1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1931
 EJ1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1931
 EJ1931.The geoid height was determined by GEOID03.
 EJ1931
 EJ1931;                    North         East     Units Scale Factor Converg.
 EJ1931;SPC AR S     -   605,490.306   276,414.809   MT  0.99995312   -0 45 11.9
 EJ1931;SPC AR S     - 1,986,512.78    906,870.92   sFT  0.99995312   -0 45 11.9
 EJ1931;UTM  15      - 3,818,986.657   468,244.868   MT  0.99961243   -0 11 45.6
 EJ1931
 EJ1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1931!SPC AR S     -   0.99995585  x   0.99995312  =   0.99990898
 EJ1931!UTM  15      -   0.99995585  x   0.99961243  =   0.99956830
 EJ1931
 EJ1931|---------------------------------------------------------------------|
 EJ1931| PID    Reference Object                     Distance      Geod. Az  |
 EJ1931|                                                           dddmmss.s |
 EJ1931| CX5657 CRYSTAL RM 1                          4.962 METERS 05624     |
 EJ1931| CX5656 CRYSTAL AZ MK                                      1292301.5 |
 EJ1931| CX5658 CRYSTAL RM 2                          9.077 METERS 16352     |
 EJ1931|---------------------------------------------------------------------|
 EJ1931
 EJ1931                          SUPERSEDED SURVEY CONTROL
 EJ1931
 EJ1931  NAD 83(1997)-  34 30 43.35517(N)    093 20 45.42510(W) AD(       ) 3
 EJ1931  NAD 83(1986)-  34 30 43.35401(N)    093 20 45.42432(W) AD(       ) 3
 EJ1931  NAD 27      -  34 30 43.04560(N)    093 20 44.74310(W) AD(       ) 3
 EJ1931  NGVD 29 (07/19/86)  309.1    (m)         1014.     (f) VERT ANG       
 EJ1931
 EJ1931.Superseded values are not recommended for survey control.
 EJ1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1931.See file dsdata.txt to determine how the superseded data were derived.
 EJ1931
 EJ1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6824518987(NAD 83)
 EJ1931_MARKER: DD = SURVEY DISK
 EJ1931_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1931
 EJ1931  HISTORY     - Date     Condition        Report By
 EJ1931  HISTORY     - 1956     MONUMENTED       CGS
 EJ1931
 EJ1931                          STATION DESCRIPTION
 EJ1931
 EJ1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1931'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, ABOUT
 EJ1931'17 MILES WEST OF HOT SPRINGS, 17 MILES EAST-SOUTHEAST OF
 EJ1931'MT. IDA AND 1.0 MILE SOUTHWEST OF CRYSTAL SPRINGS.  IT IS
 EJ1931'ABOUT 100 FEET EAST OF THE HIGHEST PART OF THE HILL AND THE
 EJ1931'OLD CONCRETE FOOTINGS OF THE CRYSTAL MOUNTAIN LOOKOUT TOWER
 EJ1931'WHICH HAS BEEN REMOVED.
 EJ1931'
 EJ1931'TO REACH THE STATION FROM THE POST OFFICE AT CRYSTAL SPRINGS,
 EJ1931'DRIVE EAST ON U.S. HIGHWAY 270 FOR 0.2 MILE TO A CROSSROAD.
 EJ1931'TURN RIGHT AND DRIVE SOUTH FOR 1.2 MILES TO A CROSSROAD.
 EJ1931'*TURN RIGHT AND DRIVE WEST FOR 1.05 MILES TO A LARGE GATE
 EJ1931'ON THE LEFT AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND
 EJ1931'DRIVE NORTHWEST, NORTHEAST AND EAST ON THE TRACK ROAD FOR
 EJ1931'0.3 MILE.  FROM THIS POINT A DODGE POWER WAGON WAS DRIVEN
 EJ1931'NORTH ALONG THE OLD ROAD LEADING UP THE STEEP RIDGE FOR ABOUT
 EJ1931'0.1 MILE TO THE SUMMIT OF THE MOUNTAIN AND THE STATION.
 EJ1931'
 EJ1931'*TO REACH THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD, SOUTH,
 EJ1931'FOR 0.1 MILE TO A LOW RISE IN THE ROAD AND THE MARK ON THE
 EJ1931'RIGHT.
 EJ1931'
 EJ1931'THE STATION MARK, STAMPED CRYSTAL 1956, IS A STANDARD DISK
 EJ1931'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK
 EJ1931'WHICH IS ABOUT 14 INCHES SQUARE AND PROJECTS 3 INCHES ABOVE
 EJ1931'THE SURFACE OF THE GROUND.
 EJ1931'
 EJ1931'REFERENCE MARK 1, STAMPED CRYSTAL NO 1 1956, IS A STANDARD
 EJ1931'DISK CEMENTED IN A DRILL HOLE IN THE SLOPING FACE OF AN OUTCROP
 EJ1931'OF BEDROCK.  THE ROCK IS FLUSH WITH THE GROUND ON ITS SOUTH
 EJ1931'SIDE AND PROJECTS ABOUT 8 INCHES ON ITS NORTH SIDE.  IT IS
 EJ1931'ABOUT 6 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 EJ1931'
 EJ1931'REFERENCE MARK 2, STAMPED CRYSTAL NO 2 1956, IS A STANDARD
 EJ1931'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH
 EJ1931'PROJECTS ABOUT 2 FEET ON ITS SOUTHEAST SIDE AND 12 INCHES
 EJ1931'ON ITS WEST SIDE.  IT IS ABOUT 18 INCHES LOWER IN ELEVATION
 EJ1931'THAN THE STATION MARK.
 EJ1931'
 EJ1931'THE AZIMUTH MARK, STAMPED CRYSTAL 1956, IS A STANDARD DISK
 EJ1931'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT
 EJ1931'12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE SURFACE
 EJ1931'OF THE GROUND.  IT IS 20 FEET WEST OF THE CENTER OF THE ROAD,
 EJ1931'9.6 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 8 FEET EAST
 EJ1931'OF A NORTH-SOUTH FENCE AND 2 FEET NORTH OF A WHITE WINTESS
 EJ1931'POST WHICH IS ABOUT 4 INCHES SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2022 ***********************************************************************
 EJ2022  DESIGNATION -  CUB
 EJ2022  PID         -  EJ2022
 EJ2022  STATE/COUNTY-  AR/MONTGOMERY
 EJ2022  USGS QUAD   -  POLK CREEK MTN (1980)
 EJ2022
 EJ2022                         *CURRENT SURVEY CONTROL
 EJ2022  ___________________________________________________________________
 EJ2022* NAD 83(1997)-  34 25 58.26795(N)    093 47 43.39458(W)     ADJUSTED  
 EJ2022* NAVD 88     -       477.8    (meters)    1568.     (feet)  VERTCON   
 EJ2022  ___________________________________________________________________
 EJ2022  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 EJ2022  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EJ2022
 EJ2022  HORZ ORDER  -  SECOND
 EJ2022
 EJ2022.The horizontal coordinates were established by classical geodetic methods
 EJ2022.and adjusted by the National Geodetic Survey in September 1999..
 EJ2022
 EJ2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2022
 EJ2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2022
 EJ2022.The geoid height was determined by GEOID03.
 EJ2022
 EJ2022;                    North         East     Units Scale Factor Converg.
 EJ2022;SPC AR S     -   597,340.882   234,997.499   MT  0.99994258   -1 00 17.5
 EJ2022;SPC AR S     - 1,959,775.88    770,987.63   sFT  0.99994258   -1 00 17.5
 EJ2022;UTM  15      - 3,810,438.293   426,921.508   MT  0.99966583   -0 26 59.1
 EJ2022
 EJ2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2022!SPC AR S     -   0.99992945  x   0.99994258  =   0.99987204
 EJ2022!UTM  15      -   0.99992945  x   0.99966583  =   0.99959530
 EJ2022
 EJ2022|---------------------------------------------------------------------|
 EJ2022| PID    Reference Object                     Distance      Geod. Az  |
 EJ2022|                                                           dddmmss.s |
 EJ2022| CX5659 CUB RM 1                              6.736 METERS 00401     |
 EJ2022| EJ2024 SLATINGTON                          APPROX. 9.6 KM 2710550.4 |
 EJ2022| CX5660 CUB RM 2                              6.298 METERS 27502     |
 EJ2022|---------------------------------------------------------------------|
 EJ2022
 EJ2022                          SUPERSEDED SURVEY CONTROL
 EJ2022
 EJ2022  NAD 83(1997)-  34 25 58.27485(N)    093 47 43.38972(W) AD(       ) 2
 EJ2022  NAD 83(1986)-  34 25 58.27648(N)    093 47 43.38664(W) AD(       ) 2
 EJ2022  NAD 27      -  34 25 57.90260(N)    093 47 42.68220(W) AD(       ) 2
 EJ2022  NGVD 29 (07/19/86)  477.7    (m)         1567.     (f) VERT ANG       
 EJ2022
 EJ2022.Superseded values are not recommended for survey control.
 EJ2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2022.See file dsdata.txt to determine how the superseded data were derived.
 EJ2022
 EJ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2692210438(NAD 83)
 EJ2022_MARKER: DD = SURVEY DISK
 EJ2022_SETTING: 0 = UNSPECIFIED SETTING
 EJ2022
 EJ2022  HISTORY     - Date     Condition        Report By
 EJ2022  HISTORY     - 1956     MONUMENTED       CGS
 EJ2022  HISTORY     - 1961     GOOD             CGS
 EJ2022
 EJ2022                          STATION DESCRIPTION
 EJ2022
 EJ2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2022'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST,
 EJ2022'ON THE WEST END OF THE SUMMIT OF A HIGH TIMBERED PEAK KNOWN
 EJ2022'AS CUB MOUNTAIN.  IT IS ABOUT 12-3/4 MILES SOUTHWEST OF
 EJ2022'MT. IDA, 7 MILES WEST-SOUTHWEST OF NORMAN AND 1 MILE SOUTH
 EJ2022'OF STATE HIGHWAY 8.  THERE ARE TWO HIGHER PEAKS TO THE WEST
 EJ2022'AND NORTHWEST OF THE STATION PEAK, ALL OF WHICH ARE CONNECTED
 EJ2022'BY A COMMON RIDGE.
 EJ2022'
 EJ2022'TO REACH THE STATION FROM THE BLACK SPRINGS POST OFFICE,
 EJ2022'WHICH IS 1.85 MILES WEST OF NORMAN, DRIVE WESTERLY ON STATE
 EJ2022'HIGHWAY 8 FOR 4.25 MILES TO A SIDE ROAD ON THE LEFT AT SIGN,
 EJ2022'CAMP ALBERT 11.  TURN LEFT AND DRIVE SOUTH FOR 1.6 MILES
 EJ2022'TO THE TOP OF A GRADE, A TRACK ROAD LEFT AND THE END OF
 EJ2022'TRUCK TRAVEL.  PACK WEST AND NORTHWEST UP STEEP TIMBER AND
 EJ2022'SHALE COVERED SLOPE TO THE HIGHEST POINT OF THE PEAK AND
 EJ2022'STATION.  IT IS ABOUT A 30 MINUTE PACK.
 EJ2022'
 EJ2022'ALL THE MARKS FOR THIS STATION ARE STANDARD DISKS BRAZED
 EJ2022'ON THE TOPS OF IRON SOIL PIPES WHICH ARE ABOUT 2 INCHES
 EJ2022'IN DIAMETER.
 EJ2022'
 EJ2022'THE STATION MARK, STAMPED CUB 1956, IS LOCATED ON THE HIGHEST
 EJ2022'POINT OF THE WEST END OF THE PEAK AND 10 FEET SOUTHEAST
 EJ2022'OF AN OAK TREE, ABOUT 24 INCHES IN DIAMETER, WITH A TRIANGLE
 EJ2022'BLAZE.  THE MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 EJ2022'OF THE GROUND.
 EJ2022'
 EJ2022'REFERENCE MARK 1, STAMPED CUB NO 1 1956, PROJECTS ABOUT
 EJ2022'12 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT THE
 EJ2022'SAME ELEVATION AS THE STATION MARK.
 EJ2022'
 EJ2022'REFERENCE MARK 2, STAMPED CUB NO 2 1956, PROJECTS ABOUT
 EJ2022'16 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 14
 EJ2022'INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 EJ2022'
 EJ2022'A SUITABLE LOCATION FOR AN AZIMUTH MARK WAS NOT FOUND AT
 EJ2022'THIS TIME.
 EJ2022
 EJ2022                          STATION RECOVERY (1961)
 EJ2022
 EJ2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2022'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2022'CONDITION.
 EJ2022'
 EJ2022'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EJ2022'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3065 ***********************************************************************
 EH3065  DESIGNATION -  CULLER
 EH3065  PID         -  EH3065
 EH3065  STATE/COUNTY-  AR/LONOKE
 EH3065  USGS QUAD   -  CULLER (1982)
 EH3065
 EH3065                         *CURRENT SURVEY CONTROL
 EH3065  ___________________________________________________________________
 EH3065* NAD 83(1997)-  34 40 23.49780(N)    091 47 53.87701(W)     ADJUSTED  
 EH3065* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 EH3065  ___________________________________________________________________
 EH3065  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 EH3065  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH3065
 EH3065  HORZ ORDER  -  SECOND
 EH3065
 EH3065.The horizontal coordinates were established by classical geodetic methods
 EH3065.and adjusted by the National Geodetic Survey in September 1999..
 EH3065
 EH3065.The orthometric height was scaled from a topographic map.
 EH3065
 EH3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3065
 EH3065.The geoid height was determined by GEOID03.
 EH3065
 EH3065;                    North         East     Units Scale Factor Converg.
 EH3065;SPC AR S     -   622,572.749   418,485.434   MT  0.99998049   +0 06 46.4
 EH3065;SPC AR S     - 2,042,557.43  1,372,980.96   sFT  0.99998049   +0 06 46.4
 EH3065;UTM  15      - 3,837,459.347   610,094.256   MT  0.99974939   +0 41 01.4
 EH3065
 EH3065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3065!SPC AR S     -   0.99999335  x   0.99998049  =   0.99997384
 EH3065!UTM  15      -   0.99999335  x   0.99974939  =   0.99974274
 EH3065
 EH3065|---------------------------------------------------------------------|
 EH3065| PID    Reference Object                     Distance      Geod. Az  |
 EH3065|                                                           dddmmss.s |
 EH3065| CY5919 CULLER RM 1                          46.253 METERS 08731     |
 EH3065| CY5918 CULLER AZ MK                                       0894639.4 |
 EH3065| EH3066 CULLER RAD STA KKU 995 MAST         227.488 METERS 10332     |
 EH3065| EH3068 HUMNOKE MUNICIPAL TANK              APPROX.14.8 KM 1661300.4 |
 EH3065| CY5920 CULLER RM 2                          24.603 METERS 18648     |
 EH3065|---------------------------------------------------------------------|
 EH3065
 EH3065                          SUPERSEDED SURVEY CONTROL
 EH3065
 EH3065  NAD 83(1986)-  34 40 23.50314(N)    091 47 53.87057(W) AD(       ) 2
 EH3065  NAD 27      -  34 40 23.16883(N)    091 47 53.38393(W) AD(       ) 2
 EH3065
 EH3065.Superseded values are not recommended for survey control.
 EH3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3065.See file dsdata.txt to determine how the superseded data were derived.
 EH3065
 EH3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1009437459(NAD 83)
 EH3065_MARKER: DS = TRIANGULATION STATION DISK
 EH3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3065_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3065_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3065+STABILITY: SURFACE MOTION
 EH3065
 EH3065  HISTORY     - Date     Condition        Report By
 EH3065  HISTORY     - 1965     MONUMENTED       CGS
 EH3065  HISTORY     - 1967     GOOD             CGS
 EH3065  HISTORY     - 19980801 GOOD             NRCS
 EH3065
 EH3065                          STATION DESCRIPTION
 EH3065
 EH3065'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3065'STATION IS LOCATED AT THE NORTHWEST CORNER OF THE GROUNDS
 EH3065'OF THE MISSISSIPPI RIVER TRANSMISSION CORPORATION, ABOUT
 EH3065'8 MILES SOUTH-SOUTHWEST OF CARLISLE, 9-1/2 MILES NORTH-NORTHWEST
 EH3065'OF HUMNOKE, 1 MILE NORTHEAST OF CULLER, AND ON PROPERTY OWNED
 EH3065'BY THE MISSISSIPPI RIVER TRANSMISSION CORPORATION.
 EH3065'
 EH3065'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 EH3065'STATE HIGHWAY 13 AT THE SOUTHWEST EDGE OF CARLISLE, GO SOUTH
 EH3065'ON HIGHWAY 13 FOR 7.2 MILES TO THE CENTER OF A SMALL CONCRETE
 EH3065'BRIDGE.  CONTINUE SOUTH ON HIGHWAY 13 FOR 0.25 MILE TO A SIDE
 EH3065'ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 EH3065'2.0 MILES TO A CROSSROAD, THE AZIMUTH MARK IN THE NORTHWEST
 EH3065'ANGLE OF THE CROSSROAD.  CONTINUE WEST ON A GRAVELED ROAD
 EH3065'FOR 0.4 MILE TO THE STATION ON THE LEFT AT A FENCE CORNER.
 EH3065'
 EH3065'STATION MARKS ARE STANDARD DISKS STAMPED CULLER 1965.  THE
 EH3065'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH3065'WITH THE SURFACE OF THE GROUND.  IT IS 61 FEET SOUTHEAST OF
 EH3065'THE SOUTH END OF A CONCRETE CULVERT, 43 FEET SOUTH OF THE
 EH3065'CENTER OF A GRAVELED ROAD, 21 FEET SOUTHWEST OF A FENCE CORNER,
 EH3065'14 FEET WEST OF A WIRE FENCE AND A METAL WITNESS POST.  THE
 EH3065'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH3065'44 INCHES BELOW THE SURFACE OF THE GROUND.
 EH3065'
 EH3065'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CULLER NO 1 1965,
 EH3065'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH3065'SURFACE OF THE GROUND.  IT IS 135 FEET EAST OF THE FENCE
 EH3065'CORNER, 131 FEET WEST OF THE CENTER OF A GRAVELED DRIVEWAY,
 EH3065'32 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND 1 FOOT
 EH3065'NORTH OF THE WIRE FENCE.
 EH3065'
 EH3065'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CULLER NO 2
 EH3065'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH3065'WITH THE SURFACE OF THE GROUND.  IT IS 95 FEET SOUTH OF THE
 EH3065'FENCE CORNER, 81 FEET SOUTH OF THE METAL WITNESS POST, AND
 EH3065'1 FOOT WEST OF THE WIRE FENCE.
 EH3065'
 EH3065'AZIMUTH MARK, A STANDARD DISK STAMPED CULLER 1965, IS SET IN
 EH3065'A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 36
 EH3065'FEET NORTHWEST OF THE CENTER OF THE GRAVELED CROSSROAD, 2.5
 EH3065'FEET WEST OF A TELEPHONE POLE, AND 2 FEET WEST OF A METAL WITNESS
 EH3065'POST.
 EH3065'
 EH3065'NOTE- REFERENCE MARK NO. 1 MEASURED PULLING 7 KG. TAPE TENSION.
 EH3065'
 EH3065'NOTE- REFERENCE MARK NO. 2 MEASURED PULLING 5 KG. TAPE TENSION.
 EH3065'
 EH3065'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 EH3065
 EH3065                          STATION RECOVERY (1967)
 EH3065
 EH3065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3065'STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED.
 EH3065
 EH3065                          STATION RECOVERY (1998)
 EH3065
 EH3065'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3065'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3066 ***********************************************************************
 EH3066  DESIGNATION -  CULLER RAD STA KKU 995 MAST
 EH3066  PID         -  EH3066
 EH3066  STATE/COUNTY-  AR/LONOKE
 EH3066  USGS QUAD   -  CULLER (1982)
 EH3066
 EH3066                         *CURRENT SURVEY CONTROL
 EH3066  ___________________________________________________________________
 EH3066* NAD 83(1997)-  34 40 21.77103(N)    091 47 45.18920(W)     ADJUSTED  
 EH3066* NAVD 88     -                                                        
 EH3066  ___________________________________________________________________
 EH3066  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 EH3066  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH3066
 EH3066  HORZ ORDER  -  THIRD
 EH3066
 EH3066.The horizontal coordinates were established by classical geodetic methods
 EH3066.and adjusted by the National Geodetic Survey in September 1999..
 EH3066
 EH3066
 EH3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3066
 EH3066.The geoid height was determined by GEOID03.
 EH3066
 EH3066;                    North         East     Units Scale Factor Converg.
 EH3066;SPC AR S     -   622,519.978   418,706.712   MT  0.99998040   +0 06 51.3
 EH3066;SPC AR S     - 2,042,384.29  1,373,706.94   sFT  0.99998040   +0 06 51.3
 EH3066;UTM  15      - 3,837,408.795   610,315.997   MT  0.99975000   +0 41 06.3
 EH3066
 EH3066                          SUPERSEDED SURVEY CONTROL
 EH3066
 EH3066  NAD 83(1986)-  34 40 21.77639(N)    091 47 45.18277(W) AD(       ) 4
 EH3066  NAD 27      -  34 40 21.44153(N)    091 47 44.69706(W) AD(       ) 3
 EH3066
 EH3066.Superseded values are not recommended for survey control.
 EH3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3066.See file dsdata.txt to determine how the superseded data were derived.
 EH3066
 EH3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1031637409(NAD 83)
 EH3066_MARKER: 42 = RADIO/TV MAST
 EH3066
 EH3066  HISTORY     - Date     Condition        Report By
 EH3066  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3066
 EH3066                          STATION DESCRIPTION
 EH3066
 EH3066'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3066'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ABOUT
 EH3066'8 MILES SOUTH-SOUTHWEST OF CARLISLE, 9-1/2 MILES NORTH-NORTHWEST
 EH3066'OF HUMNOKE, 1 MILE NORTHEAST OF CULLER, AND ON PROPERTY OWNED
 EH3066'BY THE MISSISSIPPI RIVER TRANSMISSION CORPORATION.  IT IS A
 EH3066'GUYED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS WITH
 EH3066'INTERNATIONAL ORANGE AND WHITE.  THE OVERALL HEIGHT IS 300 FEET.
 EH3066'IT IS OWNED AND OPERATED BY THE MISSISSIPPI RIVER TRANSMISSION
 EH3066'CORPORATION.
 EH3066'
 EH3066'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 EH3066'STATE HIGHWAY 13 IN THE SOUTHWEST EDGE OF CARLISLE, GO SOUTH
 EH3066'ON HIGHWAY 13 FOR 7.2 MILES TO THE CENTER OF A SMALL CONCRETE
 EH3066'BRIDGE.  CONTINUE SOUTH ON HIGHWAY 13 FOR 0.25 MILE TO A
 EH3066'SIDE ROAD RIGHT TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 EH3066'2.0 MILES TO A CROSSROAD.  CONTINUE WEST ON A GRAVELED ROAD FOR
 EH3066'0.3 MILE TO A DRIVEWAY ON THE LEFT AND THE MAST ON THE LEFT
 EH3066'AT THE EAST SIDE OF A SMALL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2195 ***********************************************************************
 EH2195  DESIGNATION -  CUNEO
 EH2195  PID         -  EH2195
 EH2195  STATE/COUNTY-  AR/PRAIRIE
 EH2195  USGS QUAD   -  CARLISLE (1994)
 EH2195
 EH2195                         *CURRENT SURVEY CONTROL
 EH2195  ___________________________________________________________________
 EH2195* NAD 83(1997)-  34 46 52.95897(N)    091 38 11.49225(W)     ADJUSTED  
 EH2195* NAVD 88     -        72.131  (meters)     236.65   (feet)  ADJUSTED  
 EH2195  ___________________________________________________________________
 EH2195  X           -    -149,772.387 (meters)                     COMP
 EH2195  Y           -  -5,242,198.316 (meters)                     COMP
 EH2195  Z           -   3,617,998.798 (meters)                     COMP
 EH2195  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EH2195  ELLIP HEIGHT-          45.27  (meters)          (09/24/01) GPS OBS
 EH2195  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2195  DYNAMIC HT  -          72.063 (meters)     236.43  (feet)  COMP
 EH2195  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EH2195
 EH2195  HORZ ORDER  -  FIRST
 EH2195  VERT ORDER  -  FIRST     CLASS II
 EH2195  ELLP ORDER  -  FOURTH    CLASS II
 EH2195
 EH2195.The horizontal coordinates were established by classical geodetic methods
 EH2195.and adjusted by the National Geodetic Survey in September 1999..
 EH2195
 EH2195.The orthometric height was determined by differential leveling
 EH2195.and adjusted by the National Geodetic Survey in June 1991..
 EH2195.WARNING-Repeat measurements at this control monument indicate possible
 EH2195.vertical movement.
 EH2195
 EH2195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2195
 EH2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2195
 EH2195.The ellipsoidal height was determined by GPS observations
 EH2195.and is referenced to NAD 83.
 EH2195
 EH2195.The geoid height was determined by GEOID03.
 EH2195
 EH2195.The dynamic height is computed by dividing the NAVD 88
 EH2195.geopotential number by the normal gravity value computed on the
 EH2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2195.degrees latitude (g = 980.6199 gals.).
 EH2195
 EH2195.The modeled gravity was interpolated from observed gravity values.
 EH2195
 EH2195;                    North         East     Units Scale Factor Converg.
 EH2195;SPC AR S     -   634,614.918   433,268.961   MT  1.00000331   +0 12 12.4
 EH2195;SPC AR S     - 2,082,065.78  1,421,483.25   sFT  1.00000331   +0 12 12.4
 EH2195;UTM  15      - 3,849,645.954   624,753.454   MT  0.99979182   +0 46 40.4
 EH2195
 EH2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2195!SPC AR S     -   0.99999289  x   1.00000331  =   0.99999620
 EH2195!UTM  15      -   0.99999289  x   0.99979182  =   0.99978472
 EH2195
 EH2195|---------------------------------------------------------------------|
 EH2195| PID    Reference Object                     Distance      Geod. Az  |
 EH2195|                                                           dddmmss.s |
 EH2195| EH2196 CUNEO RM 1                           20.010 METERS 00553     |
 EH2195| EH2180 PRAIRIE                             APPROX. 4.3 KM 2704853.9 |
 EH2195|---------------------------------------------------------------------|
 EH2195
 EH2195                          SUPERSEDED SURVEY CONTROL
 EH2195
 EH2195  ELLIP H (09/14/99)   45.28   (m)                       GP(       ) 4 1
 EH2195  NAD 83(1986)-  34 46 52.96260(N)    091 38 11.48761(W) AD(       ) 1
 EH2195  NAD 27      -  34 46 52.63087(N)    091 38 11.00818(W) AD(       ) 1
 EH2195  NGVD 29 (??/??/??)   72.142  (m)          236.69   (f) ADJUSTED    1 2
 EH2195
 EH2195.Superseded values are not recommended for survey control.
 EH2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2195.See file dsdata.txt to determine how the superseded data were derived.
 EH2195
 EH2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2475349646(NAD 83)
 EH2195_MARKER: DS = TRIANGULATION STATION DISK
 EH2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2195_SP_SET: CONCRETE POST
 EH2195_STAMPING: CUNEO 1916 1920 BM
 EH2195_MARK LOGO: CGS   
 EH2195_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2195+STABILITY: SURFACE MOTION
 EH2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2195+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2195
 EH2195  HISTORY     - Date     Condition        Report By
 EH2195  HISTORY     - 1916     MONUMENTED       CGS
 EH2195  HISTORY     - 1920     GOOD             CGS
 EH2195  HISTORY     - 1935     GOOD             CGS
 EH2195  HISTORY     - 1954     GOOD             CGS
 EH2195  HISTORY     - 1954     GOOD             CGS
 EH2195  HISTORY     - 1967     GOOD             CGS
 EH2195  HISTORY     - 19900330 GOOD             NGS
 EH2195  HISTORY     - 20030609 GOOD             USACE
 EH2195
 EH2195                          STATION DESCRIPTION
 EH2195
 EH2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH2195'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH2195'RAILWAY, ABOUT 675 METERS (2,215 FEET) E OF THE MILE BOARD
 EH2195'W OF CUNEO RAILWAY STATION, 15 METERS (49 FEET) W OF IRON
 EH2195'WHISTLE POST, AND 9.00 METERS (29.5 FEET) N OF N RAIL OF
 EH2195'MAIN TRACK.
 EH2195'
 EH2195'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 EH2195'SET IN CONCRETE.  UPPER MARK IS STAMPED
 EH2195'CUNEO B.M.
 EH2195'
 EH2195'A STANDARD REFERENCE DISK SET IN CONCRETE, MARKED
 EH2195'B.M., IS ON N RIGHT-OF-WAY FENCE 20.010 METERS (65.65 FEET)
 EH2195'FROM STATION, N 05 DEG 53 MIN E.
 EH2195
 EH2195                          STATION RECOVERY (1920)
 EH2195
 EH2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 EH2195'IN 1920 STATION AND REFERENCE MARK WERE STAMPED WITH DATES
 EH2195'1916-1920, AND NAME ADDED TO REFERENCE MARK.  ELEVATION
 EH2195'OF STATION IS 72.105 METERS (236.564 FEET), OF REFERENCE
 EH2195'MARK 72.195 METERS (236.860 FEET).
 EH2195
 EH2195                          STATION RECOVERY (1935)
 EH2195
 EH2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH2195'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS
 EH2195'48.30 FEET FROM 18TH TELEGRAPH POLE W OF MILEPOST 96.
 EH2195'
 EH2195'REFERENCE MARK NO.1 (1916) RECOVERED IN GOOD CONDITION,
 EH2195'AS DESCRIBED, EXCEPT THAT IT IS NOW IN A FIELD ABOUT 25
 EH2195'FEET N OF PRESENT LOCATION OF N RIGHT-OF-WAY FENCE AND
 EH2195'20.04 METERS (65.74 FEET) FROM STATION, S 05 DEG 53 MIN 03 SEC E.
 EH2195'
 EH2195'REFERENCE MARK NO.2 (1935) IS A STANDARD BRONZE DISK SET
 EH2195'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 40.87 FEET SE
 EH2195'OF 18TH TELEGRAPH POLE W OF MILEPOST 96, 38.27 FEET N OF
 EH2195'N RAILROAD RAIL 27.175 METERS (89.17 FEET) FROM STATION,
 EH2195'N 85 DEG 02 MIN 38 SEC E.  REFERENCE MARK NO.2
 EH2195'TO REFERENCE MARK NO.1 IS 30.60 METERS (100.33 FEET),
 EH2195'N 54 DEG 54 MIN 30 SEC W.
 EH2195
 EH2195                          STATION RECOVERY (1954)
 EH2195
 EH2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH2195'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND
 EH2195'IN VERY GOOD CONDITION.  A TELEPHONE LINE HAS BEEN RUN DIRECTLY
 EH2195'OVER THE STATION MARK AND REFERENCE MARK NO. 2 AND A POWER
 EH2195'LINE IS DIRECTLY OVER REFERENCE MARK NO. 1, THEREFORE, REFERENCE
 EH2195'MARK NO. 3 WAS ESTABLISHED AND THE STATION OCCUPIED ECCENTRIC.
 EH2195'
 EH2195'REFERENCE MARK NO. 3 IS 81 FEET NORTH OF THE CENTER OF U.S.
 EH2195'HIGHWAY 70, 63 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 EH2195'TRACK, 180 FEET SOUTH-SOUTHEAST OF A DOUBLE TRANSFORMER
 EH2195'POWER LINE POLE AND 24 FEET SOUTH-SOUTHEAST OF TELEPHONE
 EH2195'POLE NO. 1.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 EH2195'STAMPED CUNEO NO 3 1916.
 EH2195'
 EH2195'AN AZIMUTH MARK WAS ESTABLISHED APPROXIMATELY 0.2 MILE EAST
 EH2195'OF THE STATION.  IT IS 90 FEET NORTH OF THE NORTH RAIL OF
 EH2195'THE RAILROAD TRACK, 7 FEET SOUTHWEST OF A POWER LINE POLE,
 EH2195'3 FEET SOUTH OF A WIRE FENCE AND 2 FEET SOUTH OF A 4 IN
 EH2195'X 4 IN WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES
 EH2195'AND THE DISK IS STAMPED CUNEO 1954.
 EH2195'
 EH2195'A TRAVERSE CONNECTION WAS MADE TO R.M. 3 AND THE DISTANCE
 EH2195'IS 100.54 FEET, 30.644 METERS.
 EH2195
 EH2195                          STATION RECOVERY (1954)
 EH2195
 EH2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH2195'3.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2195'RAILROAD FROM THE STATION AT HAZEN, 28 FEET NORTH OF THE
 EH2195'NORTH RAIL, A TRIANGULATION STATION DISK SET IN THE TOP
 EH2195'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 EH2195'CUNEO 1916 1920 B M.
 EH2195'
 EH2195'R.M. 1 CUNEO IS 66.0 FEET NORTH OF TRIANGULATION STATION
 EH2195'CUNEO, 94 FEET NORTH OF THE NORTH RAIL, 69 FEET NORTHWEST
 EH2195'OF TELEPHONE POLE 96-18, 1 FOOT SOUTH OF A FENCE, A REFERENCE
 EH2195'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 EH2195'WITH THE GROUND, STAMPED CUNEO R M 1 1916 B M 1920.
 EH2195'
 EH2195'R.M. 2 CUNEO IS 89.5 FEET EAST OF TRIANGULATION STATION
 EH2195'CUNEO, 38.5 FEET NORTH OF THE NORTH RAIL, 35.5 FEET EAST
 EH2195'OF A TELEPHONE POLE, A REFERENCE MARK DISK SET IN THE TOP
 EH2195'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 EH2195'STAMPED CUNEO R M 2 1916 1920.
 EH2195'
 EH2195'CUNEO R.M. 3 IS 100.6 FEET SOUTH OF TRIANGULATION STATION
 EH2195'CUNEO, 82 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 EH2195'70, 25 FEET SOUTHEAST OF A TELEPHONE POLE, 66 FEET SOUTH
 EH2195'OF THE SOUTH RAIL, A REFERENCE MARK DISK SET IN THE TOP
 EH2195'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 EH2195'STAMPED CUNEO NO 3 1916.  CUNEO 1954 AZIMUTH IS 0.2 MILE
 EH2195'EAST OF TRIANGULATION STATION CUNEO, 7 RAILS WEST OF A ROAD
 EH2195'CROSSING, 91.6 FEET NORTH OF THE NORTH RAIL, 60 FEET NORTHEAST
 EH2195'OF A TELEPHONE POLE, 7 FEET SOUTHWEST OF A POWER POLE, 4
 EH2195'FEET SOUTH OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, AN
 EH2195'AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 EH2195'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED CUNEO 1954
 EH2195
 EH2195                          STATION RECOVERY (1967)
 EH2195
 EH2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2195'3.3 MI W FROM HAZEN.
 EH2195'IT IS 3.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2195'RAILROAD FROM THE STATION IN HAZEN, 28 FEET NORTH OF THE NORTH RAIL,
 EH2195'61 FEET NORTHWEST OF THE MOST WESTERN ONE OF TWO WHISTLE SIGNS, 1 FOOT
 EH2195'EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A 12 INCH SQUARE
 EH2195'CONCRETE POST FLUSH WITH THE GROUND.
 EH2195
 EH2195                          STATION RECOVERY (1990)
 EH2195
 EH2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EH2195'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 EH2195'SEARCHED FOR.  STATION IS LOCATED ABOUT 15.7 KM (9.8 MI) NORTHWEST OF
 EH2195'SLOVAK, 10.0 KM (6.2 MI) EAST OF CARLISLE, AND 4.5 KM (2.8 MI)  WEST
 EH2195'OF HAZEN.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.
 EH2195'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 249 IN
 EH2195'WEST HAZEN.  GO WEST ON U.S. HIGHWAY 70 FOR 4.45 KM (2.77 MI) TO THE
 EH2195'STATION ON THE RIGHT.  TO GET CLOSER TO THE STATION, CONTINUE WEST ON
 EH2195'U.S. HIGHWAY 70 FOR 0.39 KM (0.24 MI) TO A CROSSROAD. TURN RIGHT AND
 EH2195'GO NORTH ON A GRAVELED ROAD FOR 150 FEET TO AN OLD RAILROAD GRADE ON
 EH2195'THE RIGHT.  TURN RIGHT AND GO EAST ON THE OLD RAILROAD GRADE FOR 0.39
 EH2195'KM (0.24 MI) TO THE STATION ON THE LEFT.
 EH2195'STATION IS STANDARD CGS STATION MARK DISK STAMPED---CUNEO 1916 1920
 EH2195'BM---.  SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH
 EH2195'WITH THE GROUND.  IT IS 55.3 M (181.4 FT) NORTH OF THE CENTERLINE OF
 EH2195'U.S. HIGHWAY 70, 42.1 M (138.1 FT) NORTH-NORTHEAST OF A UTILITY POLE,
 EH2195'30.7 M (100.7 FT) NORTH-NORTHWEST OF CUNEO RM 3, 9.4 M (30.8 FT)
 EH2195'NORTH OF THE CENTER OF AN OLD RAILROAD GRADE, AND 0.4 M (1.3 FT)
 EH2195'SOUTH OF A CARSONITE WITNESS POST.
 EH2195'THIS MARK IS ALSO AN NGS BENCH MARK.
 EH2195'DESCRIBED BY E.J.HANSMANN.  CHECKED BY R.D.BALL.
 EH2195
 EH2195                          STATION RECOVERY (2003)
 EH2195
 EH2195'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2198 ***********************************************************************
 EH2198  DESIGNATION -  CUNEO AZ MK
 EH2198  PID         -  EH2198
 EH2198  STATE/COUNTY-  AR/PRAIRIE
 EH2198  USGS QUAD   -  CARLISLE (1994)
 EH2198
 EH2198                         *CURRENT SURVEY CONTROL
 EH2198  ___________________________________________________________________
 EH2198* NAD 83(1986)-  34 46 51.     (N)    091 37 57.     (W)     SCALED    
 EH2198* NAVD 88     -        71.334  (meters)     234.03   (feet)  ADJUSTED  
 EH2198  ___________________________________________________________________
 EH2198  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2198  DYNAMIC HT  -          71.267 (meters)     233.82  (feet)  COMP
 EH2198  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 EH2198
 EH2198  VERT ORDER  -  FIRST     CLASS II
 EH2198
 EH2198.The horizontal coordinates were scaled from a topographic map and have
 EH2198.an estimated accuracy of +/- 6 seconds.
 EH2198
 EH2198.The orthometric height was determined by differential leveling
 EH2198.and adjusted by the National Geodetic Survey in June 1991..
 EH2198
 EH2198.The geoid height was determined by GEOID03.
 EH2198
 EH2198.The dynamic height is computed by dividing the NAVD 88
 EH2198.geopotential number by the normal gravity value computed on the
 EH2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2198.degrees latitude (g = 980.6199 gals.).
 EH2198
 EH2198.The modeled gravity was interpolated from observed gravity values.
 EH2198
 EH2198;                    North         East    Units  Estimated Accuracy
 EH2198;SPC AR S     -   634,560.      433,640.      MT  (+/- 180 meters Scaled)
 EH2198
 EH2198                          SUPERSEDED SURVEY CONTROL
 EH2198
 EH2198  NGVD 29 (??/??/??)   71.345  (m)          234.07   (f) ADJUSTED    1 2
 EH2198
 EH2198.Superseded values are not recommended for survey control.
 EH2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2198.See file dsdata.txt to determine how the superseded data were derived.
 EH2198
 EH2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU251495(NAD 83)
 EH2198_MARKER: DZ = AZIMUTH MARK DISK
 EH2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2198_STAMPING: CUNEO 1954
 EH2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2198+STABILITY: SURFACE MOTION
 EH2198
 EH2198  HISTORY     - Date     Condition        Report By
 EH2198  HISTORY     - 1954     MONUMENTED       CGS
 EH2198  HISTORY     - 1967     GOOD             CGS
 EH2198
 EH2198                          STATION DESCRIPTION
 EH2198
 EH2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2198'3.1 MI W FROM HAZEN.
 EH2198'IT IS 3.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2198'RAILROAD FROM THE STATION IN HAZEN, 7 RAILS WEST OF A ROAD CROSSING,
 EH2198'91.6 FEET NORTH OF THE NORTH RAIL, 60 FEET NORTHEAST OF A TELEPHONE
 EH2198'POLE, 7 FEET SOUTHWEST OF A POWERLINE POLE, 4 FEET SOUTH OF A FENCE, 1
 EH2198'FOOT WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A ROUND
 EH2198'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2196 ***********************************************************************
 EH2196  DESIGNATION -  CUNEO RM 1
 EH2196  PID         -  EH2196
 EH2196  STATE/COUNTY-  AR/PRAIRIE
 EH2196  USGS QUAD   -  CARLISLE (1994)
 EH2196
 EH2196                         *CURRENT SURVEY CONTROL
 EH2196  ___________________________________________________________________
 EH2196* NAD 83(1986)-  34 46 53.     (N)    091 38 11.     (W)     SCALED    
 EH2196* NAVD 88     -        72.218  (meters)     236.94   (feet)  ADJUSTED  
 EH2196  ___________________________________________________________________
 EH2196  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2196  DYNAMIC HT  -          72.150 (meters)     236.71  (feet)  COMP
 EH2196  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EH2196
 EH2196  VERT ORDER  -  FIRST     CLASS II
 EH2196
 EH2196.The horizontal coordinates were scaled from a topographic map and have
 EH2196.an estimated accuracy of +/- 6 seconds.
 EH2196
 EH2196.The orthometric height was determined by differential leveling
 EH2196.and adjusted by the National Geodetic Survey in June 1991..
 EH2196
 EH2196.The geoid height was determined by GEOID03.
 EH2196
 EH2196.The dynamic height is computed by dividing the NAVD 88
 EH2196.geopotential number by the normal gravity value computed on the
 EH2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2196.degrees latitude (g = 980.6199 gals.).
 EH2196
 EH2196.The modeled gravity was interpolated from observed gravity values.
 EH2196
 EH2196;                    North         East    Units  Estimated Accuracy
 EH2196;SPC AR S     -   634,620.      433,280.      MT  (+/- 180 meters Scaled)
 EH2196
 EH2196                          SUPERSEDED SURVEY CONTROL
 EH2196
 EH2196  NGVD 29 (??/??/??)   72.229  (m)          236.97   (f) ADJUSTED    1 2
 EH2196
 EH2196.Superseded values are not recommended for survey control.
 EH2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2196.See file dsdata.txt to determine how the superseded data were derived.
 EH2196
 EH2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU247496(NAD 83)
 EH2196_MARKER: DR = REFERENCE MARK DISK
 EH2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2196_STAMPING: CUNEO RM 1 1916 BM 1920
 EH2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2196+STABILITY: SURFACE MOTION
 EH2196
 EH2196  HISTORY     - Date     Condition        Report By
 EH2196  HISTORY     - 1916     MONUMENTED       CGS
 EH2196  HISTORY     - 1967     GOOD             CGS
 EH2196
 EH2196                          STATION DESCRIPTION
 EH2196
 EH2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2196'3.3 MI W FROM HAZEN.
 EH2196'IT IS 3.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2196'RAILROAD FROM THE STATION IN HAZEN, 94 FEET NORTH OF THE NORTH RAIL,
 EH2196'69 FEET NORTHWEST OF A TELEPHONE LINE POLE, 66.0 FEET NORTH OF
 EH2196'TRIANGULATION STATION CUNEO, 1 FOOT SOUTH OF A FENCE, 1 FOOT EAST OF A
 EH2196'METAL WITNESS POST AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 EH2196'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2197 ***********************************************************************
 EH2197  DESIGNATION -  CUNEO RM 2
 EH2197  PID         -  EH2197
 EH2197  STATE/COUNTY-  AR/PRAIRIE
 EH2197  USGS QUAD   -  CARLISLE (1994)
 EH2197
 EH2197                         *CURRENT SURVEY CONTROL
 EH2197  ___________________________________________________________________
 EH2197* NAD 83(1986)-  34 46 52.     (N)    091 38 09.     (W)     SCALED    
 EH2197* NAVD 88     -        71.971  (meters)     236.12   (feet)  ADJUSTED  
 EH2197  ___________________________________________________________________
 EH2197  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2197  DYNAMIC HT  -          71.904 (meters)     235.91  (feet)  COMP
 EH2197  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EH2197
 EH2197  VERT ORDER  -  FIRST     CLASS II
 EH2197
 EH2197.The horizontal coordinates were scaled from a topographic map and have
 EH2197.an estimated accuracy of +/- 6 seconds.
 EH2197
 EH2197.The orthometric height was determined by differential leveling
 EH2197.and adjusted by the National Geodetic Survey in June 1991..
 EH2197
 EH2197.The geoid height was determined by GEOID03.
 EH2197
 EH2197.The dynamic height is computed by dividing the NAVD 88
 EH2197.geopotential number by the normal gravity value computed on the
 EH2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2197.degrees latitude (g = 980.6199 gals.).
 EH2197
 EH2197.The modeled gravity was interpolated from observed gravity values.
 EH2197
 EH2197;                    North         East    Units  Estimated Accuracy
 EH2197;SPC AR S     -   634,590.      433,330.      MT  (+/- 180 meters Scaled)
 EH2197
 EH2197                          SUPERSEDED SURVEY CONTROL
 EH2197
 EH2197  NGVD 29 (??/??/??)   71.982  (m)          236.16   (f) ADJUSTED    1 2
 EH2197
 EH2197.Superseded values are not recommended for survey control.
 EH2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2197.See file dsdata.txt to determine how the superseded data were derived.
 EH2197
 EH2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU248496(NAD 83)
 EH2197_MARKER: DR = REFERENCE MARK DISK
 EH2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2197_STAMPING: CUNEO RM 2 1916 1920
 EH2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2197+STABILITY: SURFACE MOTION
 EH2197
 EH2197  HISTORY     - Date     Condition        Report By
 EH2197  HISTORY     - 1935     MONUMENTED       CGS
 EH2197  HISTORY     - 1967     GOOD             CGS
 EH2197
 EH2197                          STATION DESCRIPTION
 EH2197
 EH2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2197'3.3 MI W FROM HAZEN.
 EH2197'IT IS 3.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2197'RAILROAD FROM THE STATION IN HAZEN, 38.5 FEET NORTH OF THE NORTH RAIL,
 EH2197'89.5 FEET EAST OF TRIANGULATION STATION CUNEO, 36 FEET EAST OF A
 EH2197'TELEPHONE LINE POLE, 2 FEET WEST OF A METAL WITNESS POST AND SET IN
 EH2197'THE TOP OA 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2190 ***********************************************************************
 EH2190  DESIGNATION -  CUNEO RM 3
 EH2190  PID         -  EH2190
 EH2190  STATE/COUNTY-  AR/PRAIRIE
 EH2190  USGS QUAD   -  CARLISLE (1994)
 EH2190
 EH2190                         *CURRENT SURVEY CONTROL
 EH2190  ___________________________________________________________________
 EH2190* NAD 83(1997)-  34 46 51.96914(N)    091 38 11.37548(W)     ADJUSTED  
 EH2190* NAVD 88     -        72.055  (meters)     236.40   (feet)  ADJUSTED  
 EH2190  ___________________________________________________________________
 EH2190  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EH2190  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2190  DYNAMIC HT  -          71.987 (meters)     236.18  (feet)  COMP
 EH2190  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EH2190
 EH2190  HORZ ORDER  -  FIRST
 EH2190  VERT ORDER  -  FIRST     CLASS II
 EH2190
 EH2190.The horizontal coordinates were established by classical geodetic methods
 EH2190.and adjusted by the National Geodetic Survey in September 1999..
 EH2190
 EH2190.The orthometric height was determined by differential leveling
 EH2190.and adjusted by the National Geodetic Survey in June 1991..
 EH2190
 EH2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2190
 EH2190.The geoid height was determined by GEOID03.
 EH2190
 EH2190.The dynamic height is computed by dividing the NAVD 88
 EH2190.geopotential number by the normal gravity value computed on the
 EH2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2190.degrees latitude (g = 980.6199 gals.).
 EH2190
 EH2190.The modeled gravity was interpolated from observed gravity values.
 EH2190
 EH2190;                    North         East     Units Scale Factor Converg.
 EH2190;SPC AR S     -   634,584.426   433,272.038   MT  1.00000325   +0 12 12.4
 EH2190;SPC AR S     - 2,081,965.74  1,421,493.34   sFT  1.00000325   +0 12 12.4
 EH2190;UTM  15      - 3,849,615.501   624,756.836   MT  0.99979183   +0 46 40.5
 EH2190
 EH2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2190!SPC AR S     -   0.99999290  x   1.00000325  =   0.99999615
 EH2190!UTM  15      -   0.99999290  x   0.99979183  =   0.99978473
 EH2190
 EH2190|---------------------------------------------------------------------|
 EH2190| PID    Reference Object                     Distance      Geod. Az  |
 EH2190|                                                           dddmmss.s |
 EH2190| EH2197 CUNEO RM 2                           40.727 METERS 03617     |
 EH2190| EH3048 LOT 5 MI NW OF DEVALLS BLUFF        APPROX.13.4 KM 0573014.9 |
 EH2190| EH2198 CUNEO AZ MK                                        0822359.8 |
 EH2190| EH2933 DEVALLS BLUFF MUNICIPAL TANK        APPROX.15.9 KM 0891308.7 |
 EH2190| EH3051 HAZEN MUNICIPAL TANK                APPROX. 5.1 KM 0891400.0 |
 EH2190| EH3050 HAZEN ARK RICE GROWERS DRIER        APPROX. 3.7 KM 0895725.5 |
 EH2190| EH3078 CARLISLE ARK ST RICE MILL E TK      APPROX.10.5 KM 2712406.7 |
 EH2190| EH3079 CARLISLE ARK ST RICE MILL W TK      APPROX.10.5 KM 2713230.3 |
 EH2190| EH3054 CARLISLE MUNICIPAL TANK             APPROX.10.0 KM 2720247.3 |
 EH2190| EH2195 CUNEO                                30.646 METERS 35426     |
 EH2190| EH2196 CUNEO RM 1                           50.417 METERS 35858     |
 EH2190|---------------------------------------------------------------------|
 EH2190
 EH2190                          SUPERSEDED SURVEY CONTROL
 EH2190
 EH2190  NAD 83(1986)-  34 46 51.97302(N)    091 38 11.37086(W) AD(       ) 1
 EH2190  NAD 27      -  34 46 51.64128(N)    091 38 10.89146(W) AD(       ) 1
 EH2190  NGVD 29 (??/??/??)   72.066  (m)          236.44   (f) ADJUSTED    1 2
 EH2190
 EH2190.Superseded values are not recommended for survey control.
 EH2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2190.See file dsdata.txt to determine how the superseded data were derived.
 EH2190
 EH2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2475749616(NAD 83)
 EH2190_MARKER: DR = REFERENCE MARK DISK
 EH2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2190_STAMPING: CUNEO NO 3 1916
 EH2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2190+STABILITY: SURFACE MOTION
 EH2190
 EH2190  HISTORY     - Date     Condition        Report By
 EH2190  HISTORY     - 1954     MONUMENTED       CGS
 EH2190  HISTORY     - 1965     GOOD             CGS
 EH2190  HISTORY     - 1967     GOOD             CGS
 EH2190  HISTORY     - 1967     GOOD             CGS
 EH2190
 EH2190                          STATION DESCRIPTION
 EH2190
 EH2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2190'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EH2190'ALL MEASUREMENTS AND DIRECTIONS CHECKED.
 EH2190'
 EH2190'DIRECTIONS TO REACH THE STATION ARE INADEQUATE AND AS SUCH
 EH2190'A NEW TO REACH FOLLOWS-
 EH2190'
 EH2190'THE STATION IS 6-1/2 MILES EAST OF CARLISLE, 3-1/2 MILES
 EH2190'WEST OF HAZEN ON THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 EH2190'RIGHT-OF-WAY.
 EH2190'
 EH2190'TO REACH THE STATION FROM THE JUNCTION OF LIVERMORE STREET
 EH2190'AND U.S. HIGHWAY 70 IN HAZEN, (LIVERMORE STREET IS ABOUT
 EH2190'50 YARDS WEST OF THE RAILROAD DEPOT) GO WEST ON HIGHWAY
 EH2190'70 FOR 2.9 MILES TO A SIDE ROAD ON THE RIGHT.** CONTINUE
 EH2190'WEST ON HIGHWAY 70 FOR 0.25 MILES TO THE STATION ON THE RIGHT.
 EH2190'
 EH2190'THE STATION MARK, A STANDARD DISK STAMPED CUNEO NO 3 1916
 EH2190'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2190'4 INCHES.  IT IS 100 FEET SOUTH OF TRIANGULATION STATION
 EH2190'CUNEO 1916 1920 BM 3, 89 FEET NORTH OF THE CENTER LINE OF
 EH2190'HIGHWAY 70, 66 FEET SOUTH OF THE SOUTH RAIL, 44 FEET NORTHEAST
 EH2190'OF A POWER POLE, 25 FEET SOUTHEAST OF A TELEPHONE POLE AND
 EH2190'5 FEET EAST OF A METAL WITNESS POST.
 EH2190'
 EH2190'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED CUNEO RM
 EH2190'1 1916 1920 BM.  IT IS SET IN THE TOP OF A SQUARE CONCRETE
 EH2190'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EH2190'IT IS 95 FEET NORTH OF THE NORTH RAIL, 69 FEET NORTHWEST
 EH2190'OF A TELEPHONE POLE WITH THE LETTERS BM PAINTED ON IT, 66
 EH2190'FEET NORTH OF TRIANGULATION STATION CUNEO 1916 1920 BM 3
 EH2190'AND 1 FOOT SOUTH OF A FENCE.
 EH2190'
 EH2190'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CUNEO 1916
 EH2190'1920 RM 2 IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 EH2190'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 89.5
 EH2190'FEET EAST OF TRIANGULATION STATION CUNEO 1916 1920 BM 3,
 EH2190'AND 38 FEET NORTH OF THE NORTH RAIL.
 EH2190'
 EH2190'THE OLD STATION MARK IS A STANDARD DISK STAMPED CUNEO 1916
 EH2190'1920 BM 3.  IT IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 EH2190'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 61
 EH2190'FEET NORTHWEST OF THE MOST WESTERN OF TWO WHISTLE SIGNS
 EH2190'AND 29 FEET NORTH OF THE NORTH RAIL.
 EH2190'
 EH2190'AZIMUTH MARK, A STANDARD DISK STAMPED CUNEO 1954 IS SET
 EH2190'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 EH2190'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 92 FEET NORTH
 EH2190'OF OF THE NORTH RAIL, 60 FEET NORTHEAST OF A TELEPHONE POLE,
 EH2190'4 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS
 EH2190'POST AND 6-1/2 RAILS WEST OF A GRAVEL ROAD.
 EH2190'
 EH2190'** FROM THIS POINT, TURN RIGHT ON THE GRAVEL ROAD AND GO
 EH2190'NORTH FOR 0.05 MILES TO A TRACK CROSSROAD.  TURN LEFT AND
 EH2190'GO WEST ON THE TRACK ROAD FOR 0.05 MILES TO THE AZIMUTH
 EH2190'MARK ON THE RIGHT.
 EH2190'
 EH2190'NOTE- ALL MARKS WERE MEASURED WITH A 300 FOOT TAPE PULLING
 EH2190'7 KG., TAPE TENSION.
 EH2190'
 EH2190'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2190
 EH2190                          STATION RECOVERY (1967)
 EH2190
 EH2190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH2190'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 EH2190'PREVIOUSLY DESCRIBED BY R.A. TRAUSCHKE IN 1965.
 EH2190'
 EH2190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.15 MILES WEST OF
 EH2190'HAZEN.
 EH2190
 EH2190                          STATION RECOVERY (1967)
 EH2190
 EH2190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2190'3.3 MI W FROM HAZEN.
 EH2190'IT IS 3.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2190'RAILROAD STATION IN HAZEN, 100.6 FEET SOUTH OF TRIANGULATION STATION
 EH2190'CUNEO, 82 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 70, 25 FEET
 EH2190'SOUTHEAST OF A TELEPHONE LINE POLE, 66 FEET SOUTH OF THE SOUTH RAIL, 5
 EH2190'FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A ROUND
 EH2190'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1055 ***********************************************************************
 GE1055  DESIGNATION -  CURRENT
 GE1055  PID         -  GE1055
 GE1055  STATE/COUNTY-  AR/RANDOLPH
 GE1055  USGS QUAD   -  REYNO (1980)
 GE1055
 GE1055                         *CURRENT SURVEY CONTROL
 GE1055  ___________________________________________________________________
 GE1055* NAD 83(1997)-  36 17 51.79077(N)    090 50 27.13953(W)     ADJUSTED  
 GE1055* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 GE1055  ___________________________________________________________________
 GE1055  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GE1055  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE1055
 GE1055  HORZ ORDER  -  THIRD
 GE1055
 GE1055.The horizontal coordinates were established by classical geodetic methods
 GE1055.and adjusted by the National Geodetic Survey in September 1999..
 GE1055
 GE1055.The orthometric height was scaled from a topographic map.
 GE1055
 GE1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1055
 GE1055.The geoid height was determined by GEOID03.
 GE1055
 GE1055;                    North         East     Units Scale Factor Converg.
 GE1055;SPC AR N     -   218,553.447   504,115.997   MT  1.00001336   +0 40 28.2
 GE1055;SPC AR N     -   717,037.43  1,653,920.57   sFT  1.00001336   +0 40 28.2
 GE1055;UTM  15      - 4,019,133.848   693,876.856   MT  1.00006315   +1 16 42.8
 GE1055
 GE1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1055!SPC AR N     -   0.99999096  x   1.00001336  =   1.00000432
 GE1055!UTM  15      -   0.99999096  x   1.00006315  =   1.00005411
 GE1055
 GE1055:                Primary Azimuth Mark                     Grid Az
 GE1055:SPC AR N     -  CURRENT AZ MK                            000 16 24.5
 GE1055:UTM  15      -  CURRENT AZ MK                            359 40 09.9
 GE1055
 GE1055|---------------------------------------------------------------------|
 GE1055| PID    Reference Object                     Distance      Geod. Az  |
 GE1055|                                                           dddmmss.s |
 GE1055| CI4201 CURRENT AZ MK                                      0005652.7 |
 GE1055| GE1053 BIGGERS MISS FUEL CO WATER TK       APPROX. 2.3 KM 0204627.8 |
 GE1055| GE1052 BIGGERS TEX ILL NAT GAS MAST        488.317 METERS 0723901.5 |
 GE1055| CI4202 CURRENT RM 1                         19.092 METERS 10428     |
 GE1055| CI4203 CURRENT RM 2                         17.004 METERS 21942     |
 GE1055|---------------------------------------------------------------------|
 GE1055
 GE1055                          SUPERSEDED SURVEY CONTROL
 GE1055
 GE1055  NAD 83(1986)-  36 17 51.79872(N)    090 50 27.13911(W) AD(       ) 3
 GE1055  NAD 27      -  36 17 51.56320(N)    090 50 26.71740(W) AD(       ) 3
 GE1055
 GE1055.Superseded values are not recommended for survey control.
 GE1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1055.See file dsdata.txt to determine how the superseded data were derived.
 GE1055
 GE1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9387719134(NAD 83)
 GE1055_MARKER: DS = TRIANGULATION STATION DISK
 GE1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1055
 GE1055  HISTORY     - Date     Condition        Report By
 GE1055  HISTORY     - 1955     MONUMENTED       CGS
 GE1055
 GE1055                          STATION DESCRIPTION
 GE1055
 GE1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1055'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF POCAHONTAS,
 GE1055'3-1/2 MILES SOUTHWEST OF BIGGERS, BETWEEN A PAVED STREET
 GE1055'OWNED BY THE TEXAS-ILLINOIS NATURAL GAS COMPANY AND A WIRE
 GE1055'FENCE.  IT IS 64.7 FEET NORTHWEST OF AN IRON CORNER POST
 GE1055'OF AN 8 FOOT HIGH FENCE INCLOSING THE GAS COMPANY PUMPING
 GE1055'STATION, 57 FEET NORTHWEST OF THE SOUTH END OF THE PAVED STREET,
 GE1055'11 FEET EAST OF A WIRE FENCE AND 11 FEET EAST OF A 4 X 4
 GE1055'INCH WHITE WITNESS POST.
 GE1055'
 GE1055'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BIGGERS, GO
 GE1055'SOUTHWEST AND SOUTH ON U.S. HIGHWAYS 62 AND 67 FOR 2.0 MILES
 GE1055'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH ON THE
 GE1055'HIGHWAY FOR 0.35 MILE TO A POINT WHERE THE HIGHWAY LEADS
 GE1055'WEST AT A SERVICE STATION AND A GRAVELED ROAD ON THE LEFT,
 GE1055'BEAR LEFT AND FOLLOW THE GRAVELED ROAD EASTERLY FOR 0.1
 GE1055'MILE TO THE STATION ON THE LEFT.
 GE1055'
 GE1055'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE1055'STAMPED CURRENT 1955.
 GE1055'
 GE1055'REFERENCE MARK 1 IS 30 FEET EAST OF THE CENTER OF THE PAVED
 GE1055'STREET AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 3
 GE1055'INCHES AND THE DISK IS STAMPED CURRENT NO 1 1955.
 GE1055'
 GE1055'REFERENCE MARK NO 2 IS 48 FEET NORTHWEST OF THE CENTER OF
 GE1055'A T-JUNCTION FORMED BY THE PAVED STREET AND A GRAVELED
 GE1055'ROAD AND 1 FOOT SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS
 GE1055'3 INCHES AND THE DISK IS STAMPED CURRENT NO 2 1955.
 GE1055'
 GE1055'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF THE HIGHWAY,
 GE1055'2 FEET EAST OF A FENCE AND 2 FEET NORTH OF A 4 X 4 INCH
 GE1055'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 GE1055'IS STAMPED CURRENT 1955.
 GE1055'
 GE1055'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1211 ***********************************************************************
 DL1211  DESIGNATION -  CURTIS
 DL1211  PID         -  DL1211
 DL1211  STATE/COUNTY-  AR/CLARK
 DL1211  USGS QUAD   -  CURTIS (1970)
 DL1211
 DL1211                         *CURRENT SURVEY CONTROL
 DL1211  ___________________________________________________________________
 DL1211* NAD 83(1986)-  33 59 50.     (N)    093 05 52.     (W)     SCALED    
 DL1211* NAVD 88     -        56.606  (meters)     185.71   (feet)  ADJUSTED  
 DL1211  ___________________________________________________________________
 DL1211  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL1211  DYNAMIC HT  -          56.549 (meters)     185.53  (feet)  COMP
 DL1211  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 DL1211
 DL1211  VERT ORDER  -  SECOND    CLASS 0
 DL1211
 DL1211.The horizontal coordinates were scaled from a topographic map and have
 DL1211.an estimated accuracy of +/- 6 seconds.
 DL1211
 DL1211.The orthometric height was determined by differential leveling
 DL1211.and adjusted by the National Geodetic Survey in June 1991..
 DL1211
 DL1211.The geoid height was determined by GEOID03.
 DL1211
 DL1211.The dynamic height is computed by dividing the NAVD 88
 DL1211.geopotential number by the normal gravity value computed on the
 DL1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1211.degrees latitude (g = 980.6199 gals.).
 DL1211
 DL1211.The modeled gravity was interpolated from observed gravity values.
 DL1211
 DL1211;                    North         East    Units  Estimated Accuracy
 DL1211;SPC AR S     -   548,120.      298,590.      MT  (+/- 180 meters Scaled)
 DL1211
 DL1211                          SUPERSEDED SURVEY CONTROL
 DL1211
 DL1211.No superseded survey control is available for this station.
 DL1211
 DL1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT909618(NAD 83)
 DL1211_MARKER: P = PIPE CAP
 DL1211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL1211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1211
 DL1211  HISTORY     - Date     Condition        Report By
 DL1211  HISTORY     - UNK      MONUMENTED       USE
 DL1211  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL1211
 DL1211                          STATION DESCRIPTION
 DL1211
 DL1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL1211'IN CURTIS.
 DL1211'AT CURTIS, CLARK COUNTY, ON THE MISSOURI PACIFIC RR, ABOUT 60 FT W OF
 DL1211'THE W RAIL OF THE SWITCH TRACK, IN LINE WITH THE SOUTH WALL OF THE
 DL1211'STATION, NEAR TWO STORE BUILDINGS, 49 FT S OF THE SW CORNER OF THE
 DL1211'STORE BUILDING FACING EAST, 17.1 FT N OF THE NE CORNER OF THE STORE
 DL1211'BUILDING NORTH (THE POST OFFICE IN 1934), IN THE STREET, AND ABOUT 1
 DL1211'FOOT UNDER GROUND.  THE TOP OF THE CAP ON A 1 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1973 ***********************************************************************
 EJ1973  DESIGNATION -  CURTIS
 EJ1973  PID         -  EJ1973
 EJ1973  STATE/COUNTY-  AR/CLARK
 EJ1973  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1973
 EJ1973                         *CURRENT SURVEY CONTROL
 EJ1973  ___________________________________________________________________
 EJ1973* NAD 83(1997)-  34 00 51.54489(N)    093 06 41.04021(W)     ADJUSTED  
 EJ1973* NAVD 88     -        90.1    (meters)     296.     (feet)  VERTCON   
 EJ1973  ___________________________________________________________________
 EJ1973  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 EJ1973  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EJ1973
 EJ1973  HORZ ORDER  -  THIRD
 EJ1973
 EJ1973.The horizontal coordinates were established by classical geodetic methods
 EJ1973.and adjusted by the National Geodetic Survey in September 1999..
 EJ1973
 EJ1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1973
 EJ1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1973
 EJ1973.The geoid height was determined by GEOID03.
 EJ1973
 EJ1973;                    North         East     Units Scale Factor Converg.
 EJ1973;SPC AR S     -   550,028.069   297,351.154   MT  0.99991853   -0 37 19.3
 EJ1973;SPC AR S     - 1,804,550.42    975,559.58   sFT  0.99991853   -0 37 19.3
 EJ1973;UTM  15      - 3,763,749.127   489,714.170   MT  0.99960130   -0 03 44.3
 EJ1973
 EJ1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1973!SPC AR S     -   0.99999007  x   0.99991853  =   0.99990860
 EJ1973!UTM  15      -   0.99999007  x   0.99960130  =   0.99959137
 EJ1973
 EJ1973|---------------------------------------------------------------------|
 EJ1973| PID    Reference Object                     Distance      Geod. Az  |
 EJ1973|                                                           dddmmss.s |
 EJ1973| CX5668 CURTIS RM 1                          16.016 METERS 04935     |
 EJ1973| CX5669 CURTIS RM 2                           8.546 METERS 11631     |
 EJ1973| CX5667 CURTIS AZ MK                                       1282231.7 |
 EJ1973|---------------------------------------------------------------------|
 EJ1973
 EJ1973                          SUPERSEDED SURVEY CONTROL
 EJ1973
 EJ1973  NAD 83(1986)-  34 00 51.55453(N)    093 06 41.03166(W) AD(       ) 3
 EJ1973  NAD 27      -  34 00 51.20570(N)    093 06 40.41930(W) AD(       ) 3
 EJ1973  NGVD 29 (07/19/86)   90.1    (m)          296.     (f) VERT ANG       
 EJ1973
 EJ1973.Superseded values are not recommended for survey control.
 EJ1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1973.See file dsdata.txt to determine how the superseded data were derived.
 EJ1973
 EJ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8971463749(NAD 83)
 EJ1973_MARKER: DS = TRIANGULATION STATION DISK
 EJ1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1973
 EJ1973  HISTORY     - Date     Condition        Report By
 EJ1973  HISTORY     - 1957     MONUMENTED       CGS
 EJ1973  HISTORY     - 1964     GOOD             CGS
 EJ1973
 EJ1973                          STATION DESCRIPTION
 EJ1973
 EJ1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1973'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH-SOUTHWEST OF
 EJ1973'ARKADELPHIA, ABOUT 7.0 MILE NORTH-NORTHEAST OF GURDON AND
 EJ1973'ABOUT 1.1 MILES NORTH-NORTHEAST OF CURTIS.  IT IS 31 FEET
 EJ1973'NORTH OF THE CENTER OF GRADED ROAD AND 29 FEET WEST OF A
 EJ1973'SMALL OUT-BUILDING.  IT IS STAMPED CURTIS 1957 AND PROJECTS
 EJ1973'5 INCHES.
 EJ1973'
 EJ1973'REFERENCE MARK NO. 1 IS 83 FEET NORTH OF GRADED ROAD AND
 EJ1973'12 FEET SOUTH OF A LARGE PINE TREE IN A FENCED ENCLOSURE.
 EJ1973'IT IS STAMPED CURTIS NO 1 1957 AND PROJECTS 5 INCHES.  IT
 EJ1973'IS ABOUT 2 FEET BELOW THE ELEVATION OF STATION MARK.
 EJ1973'
 EJ1973'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF GRADED ROAD AND
 EJ1973'6 FEET NORTHWEST OF NORTHWEST CORNER OF OUT-BUILDING.  IT
 EJ1973'IS STAMPED CURTIS NO 2 1957 AND PROJECTS 6 INCHES.  IT IS
 EJ1973'ABOUT 2 FEET BELOW THE ELEVATION OF STATION MARK.
 EJ1973'
 EJ1973'THE AZIMUTH MARK IS 24.5 FEET SOUTH OF CENTER OF GRADED
 EJ1973'ROAD, 13 FEET EAST OF CENTER OF DRIVEWAY TO HOUSE, 4 FEET
 EJ1973'EAST OF A FENCE CORNER AND GATE AND 1 FOOT NORTH OF A WOVEN
 EJ1973'WIRE FENCE.  IT IS STAMPED CURTIS 1957 AND IS SET FLUSH.
 EJ1973'
 EJ1973'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 EJ1973'ROAD 53 ABOUT 0.15 MILE WEST OF THE POST OFFICE IN GURDON,
 EJ1973'GO NORTHERLY ON U.S. HIGHWAY FOR 5.8 MILES TO A CROSSROAD
 EJ1973'AT A SMALL SETTLEMENT ABOUT 1.0 MILE WEST OF CURTIS, CONTINUE
 EJ1973'NORTHERLY ON U.S. HIGHWAY 67 FOR 1.0 MILE TO AN ANGLING T
 EJ1973'ROAD LEFT, JUST SOUTH OF THE MIDWAY GROCERY, HERE TURN LEFT
 EJ1973'AND GO WESTERLY FOR 0.1 MILE TO A SMALL CLEARING ON THE
 EJ1973'RIGHT AND THE STATION AS DESCRIBED.
 EJ1973'
 EJ1973'TO REACH AZIMUTH MARK FROM STATION GO SOUTHEASTERLY FOR 0.1
 EJ1973'MILE TO U.S. HIGHWAY 67, TURN RIGHT AND GO SOUTHERLY FOR
 EJ1973'0.05 MILE TO A T ROAD LEFT, TURN LEFT AND GO EASTERLY FOR
 EJ1973'0.05 MILE, TURN RIGHT FOR 0.05 MILE, TURN LEFT AND GO EASTERLY
 EJ1973'FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT AND THE AZIMUTH
 EJ1973'MARK AS DESCRIBED.
 EJ1973'
 EJ1973'HEIGHT OF LIGHT ABOVE STATION MARK 4.215 METERS.
 EJ1973
 EJ1973                          STATION RECOVERY (1964)
 EJ1973
 EJ1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 EJ1973'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EJ1973'THE STATION MARK IS IN A GARDEN AND ORCHARD OF SMALL TREES
 EJ1973'ABOUT 0.1 MILE TO NORTHWEST OF THE CARLSON COURT.  THE STATION
 EJ1973'MARK WAS IN GROUND THAT WAS PLANTED IN GARDEN BUT THE LAND
 EJ1973'OWNER SAID HE WOULD RATHER IT BE LEFT IN PLACE AT PRESENT
 EJ1973'RATHER THAN ATTEMPT TO MOVE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0201 ***********************************************************************
 FF0201  DESIGNATION -  CURVE
 FF0201  PID         -  FF0201
 FF0201  STATE/COUNTY-  AR/ST FRANCIS
 FF0201  USGS QUAD   -  CHATFIELD (1992)
 FF0201
 FF0201                         *CURRENT SURVEY CONTROL
 FF0201  ___________________________________________________________________
 FF0201* NAD 83(1997)-  35 05 07.56467(N)    090 25 15.91090(W)     ADJUSTED  
 FF0201* NAVD 88     -        62.778  (meters)     205.96   (feet)  POSTED    
 FF0201  ___________________________________________________________________
 FF0201  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 FF0201  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FF0201  DYNAMIC HT  -          62.720 (meters)     205.77  (feet)  COMP
 FF0201  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 FF0201
 FF0201  HORZ ORDER  -  FIRST
 FF0201  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0201
 FF0201.The horizontal coordinates were established by classical geodetic methods
 FF0201.and adjusted by the National Geodetic Survey in September 1999..
 FF0201
 FF0201.The orthometric height was determined by differential leveling
 FF0201.and adjusted by the National Geodetic Survey in 1992..
 FF0201.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0201.rate of 1.1 thru 2.0 mm/km.
 FF0201
 FF0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0201
 FF0201.The geoid height was determined by GEOID03.
 FF0201
 FF0201.The dynamic height is computed by dividing the NAVD 88
 FF0201.geopotential number by the normal gravity value computed on the
 FF0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0201.degrees latitude (g = 980.6199 gals.).
 FF0201
 FF0201.The modeled gravity was interpolated from observed gravity values.
 FF0201
 FF0201;                    North         East     Units Scale Factor Converg.
 FF0201;SPC AR N     -    84,593.844   543,976.187   MT  0.99997358   +0 55 07.6
 FF0201;SPC AR N     -   277,538.30  1,784,695.21   sFT  0.99997358   +0 55 07.6
 FF0201;UTM  15      - 3,885,560.126   735,112.427   MT  1.00028132   +1 28 58.9
 FF0201
 FF0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0201!SPC AR N     -   0.99999440  x   0.99997358  =   0.99996798
 FF0201!UTM  15      -   0.99999440  x   1.00028132  =   1.00027572
 FF0201
 FF0201|---------------------------------------------------------------------|
 FF0201| PID    Reference Object                     Distance      Geod. Az  |
 FF0201|                                                           dddmmss.s |
 FF0201| FF0203 CURVE RM                             16.179 METERS 02755     |
 FF0201|---------------------------------------------------------------------|
 FF0201
 FF0201                          SUPERSEDED SURVEY CONTROL
 FF0201
 FF0201  NAD 83(1997)-  35 05 07.56650(N)    090 25 15.91020(W) AD(       ) 1
 FF0201  NAD 83(1997)-  35 05 07.57037(N)    090 25 15.91026(W) AD(       ) 1
 FF0201  NAD 83(1986)-  35 05 07.57514(N)    090 25 15.91081(W) AD(       ) 1
 FF0201  NAD 27      -  35 05 07.24410(N)    090 25 15.54800(W) AD(       ) 1
 FF0201  NGVD 29 (??/??/??)   62.741  (m)          205.84   (f) ADJUSTED    1 2
 FF0201
 FF0201.Superseded values are not recommended for survey control.
 FF0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0201.See file dsdata.txt to determine how the superseded data were derived.
 FF0201
 FF0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3511285560(NAD 83)
 FF0201_MARKER: DS = TRIANGULATION STATION DISK
 FF0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0201+STABILITY: SURFACE MOTION
 FF0201
 FF0201  HISTORY     - Date     Condition        Report By
 FF0201  HISTORY     - 1916     MONUMENTED       CGS
 FF0201  HISTORY     - 1916     GOOD             CGS
 FF0201  HISTORY     - 1920     GOOD             CGS
 FF0201  HISTORY     - 1928     SEE DESCRIPTION  CGS
 FF0201  HISTORY     - 1935     MARK NOT FOUND   CGS
 FF0201  HISTORY     - 1952     SEE DESCRIPTION  CGS
 FF0201
 FF0201                          STATION DESCRIPTION
 FF0201
 FF0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF0201'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF0201'RAILWAY, AT CURVE 2 MILES W OF BROWNS RAILWAY STATION, ABOUT
 FF0201'60 METERS (197 FEET) FROM EITHER END OF THE CURVE, 7.49 METERS
 FF0201'(24.6 FEET) S OF S RAIL OF MAIN TRACK, AND 16.40 METERS
 FF0201'(53.8 FEET) E OF TWENTY-FOURTH TELEGRAPH POLE W OF MILEPOST 22.
 FF0201'
 FF0201'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS SET
 FF0201'IN CONCRETE.
 FF0201'
 FF0201'A STANDARD REFERENCE DISK IN CONCRETE, IS 3.62 METERS
 FF0201'(11.9 FEET) N OF N RAIL OF MAIN TRACK, AND 16.179 METERS (53.08
 FF0201'FEET) FROM STATION, N 27 DEG 55 MIN E.
 FF0201
 FF0201                          STATION RECOVERY (1916)
 FF0201
 FF0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916
 FF0201'2 MI W FROM BROWNS.
 FF0201'ABOUT 2.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0201'RAILWAY FROM THE STATION AT BROWNS, ST. FRANCIS COUNTY, 54 FEET
 FF0201'EAST OF THE TWENTY-FOURTH POLE WEST OF MILEPOST 22, AT THE MIDDLE
 FF0201'OF A CURVE, AND 24 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 FF0201'TRACK.  A STANDARD TRIANGULATION STATION DISK, SET IN THE TOP
 FF0201'OF A CONCRETE POST.
 FF0201
 FF0201                          STATION RECOVERY (1920)
 FF0201
 FF0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FF0201'IN 1920, THE DATES 1916, 1920 WERE STAMPED ON SURFACE MARK.
 FF0201'REFERENCE MARK WAS NOT FOUND.
 FF0201
 FF0201                          STATION RECOVERY (1928)
 FF0201
 FF0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 FF0201'IN 1928 IT WAS REPORTED THAT
 FF0201'STATION AND REFERENCE MARKS WERE IN SOLID GROUND, BUT ALL
 FF0201'INDICATIONS SHOWED THAT MARKS HAD BEEN MOVED AND REPLANTED.
 FF0201'
 FF0201'ELEVATION OF STATION IN 62.741 METERS (205.843 FEET), OF
 FF0201'REFERENCE MARK, 62.640 METERS (205.511 FEET).
 FF0201
 FF0201                          STATION RECOVERY (1935)
 FF0201
 FF0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0201'THE SECTION WAS VISITED AND A SEARCH MADE FOR STATION.  NO
 FF0201'TRACE OF EITHER STATION OR REFERENCE MARKS WAS FOUND.
 FF0201'
 FF0201'IT IS RECOMMENDED THAT STATION BE CONSIDERED LOST.
 FF0201
 FF0201                          STATION RECOVERY (1952)
 FF0201
 FF0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 FF0201'REPORTED LOST IN 1935, NO ATTEMPT MADE TO RECOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0203 ***********************************************************************
 FF0203  DESIGNATION -  CURVE RM
 FF0203  PID         -  FF0203
 FF0203  STATE/COUNTY-  AR/ST FRANCIS
 FF0203  USGS QUAD   -  CHATFIELD (1992)
 FF0203
 FF0203                         *CURRENT SURVEY CONTROL
 FF0203  ___________________________________________________________________
 FF0203* NAD 83(1986)-  35 05 07.     (N)    090 25 15.     (W)     SCALED    
 FF0203* NAVD 88     -        62.678  (meters)     205.64   (feet)  POSTED    
 FF0203  ___________________________________________________________________
 FF0203  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FF0203  DYNAMIC HT  -          62.620 (meters)     205.45  (feet)  COMP
 FF0203  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 FF0203
 FF0203  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0203
 FF0203.The horizontal coordinates were scaled from a topographic map and have
 FF0203.an estimated accuracy of +/- 6 seconds.
 FF0203
 FF0203.The orthometric height was determined by differential leveling
 FF0203.and adjusted by the National Geodetic Survey in 1992..
 FF0203.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0203.rate of 1.1 thru 2.0 mm/km.
 FF0203
 FF0203.The geoid height was determined by GEOID03.
 FF0203
 FF0203.The dynamic height is computed by dividing the NAVD 88
 FF0203.geopotential number by the normal gravity value computed on the
 FF0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0203.degrees latitude (g = 980.6199 gals.).
 FF0203
 FF0203.The modeled gravity was interpolated from observed gravity values.
 FF0203
 FF0203;                    North         East    Units  Estimated Accuracy
 FF0203;SPC AR N     -    84,580.      544,000.      MT  (+/- 180 meters Scaled)
 FF0203
 FF0203                          SUPERSEDED SURVEY CONTROL
 FF0203
 FF0203  NGVD 29 (??/??/??)   62.640  (m)          205.51   (f) ADJUSTED    1 2
 FF0203
 FF0203.Superseded values are not recommended for survey control.
 FF0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0203.See file dsdata.txt to determine how the superseded data were derived.
 FF0203
 FF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU351855(NAD 83)
 FF0203_MARKER: DR = REFERENCE MARK DISK
 FF0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0203+STABILITY: SURFACE MOTION
 FF0203
 FF0203  HISTORY     - Date     Condition        Report By
 FF0203  HISTORY     - 1916     MONUMENTED       CGS
 FF0203  HISTORY     - 1916     GOOD             CGS
 FF0203
 FF0203                          STATION DESCRIPTION
 FF0203
 FF0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 FF0203'2 MI W FROM BROWNS.
 FF0203'ABOUT 2.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0203'RAILWAY FROM THE STATION AT BROWNS, ST. FRANCIS COUNTY, AT THE
 FF0203'MIDDLE OF A CURVE, ABOUT 53 FEET NORTH OF CURVE, DESCRIBED
 FF0203'ABOVE, AND 12 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.
 FF0203'A STANDARD RM DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1877 ***********************************************************************
 FF1877  DESIGNATION -  CUSHMAN
 FF1877  PID         -  FF1877
 FF1877  STATE/COUNTY-  AR/INDEPENDENCE
 FF1877  USGS QUAD   -  SANDTOWN (1989)
 FF1877
 FF1877                         *CURRENT SURVEY CONTROL
 FF1877  ___________________________________________________________________
 FF1877* NAD 83(1997)-  35 53 27.77701(N)    091 44 02.98586(W)     ADJUSTED  
 FF1877* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 FF1877  ___________________________________________________________________
 FF1877  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FF1877  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF1877
 FF1877  HORZ ORDER  -  SECOND
 FF1877
 FF1877.The horizontal coordinates were established by classical geodetic methods
 FF1877.and adjusted by the National Geodetic Survey in September 1999..
 FF1877
 FF1877.The orthometric height was scaled from a topographic map.
 FF1877
 FF1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1877
 FF1877.The geoid height was determined by GEOID03.
 FF1877
 FF1877;                    North         East     Units Scale Factor Converg.
 FF1877;SPC AR N     -   172,849.551   424,000.570   MT  0.99995023   +0 09 16.9
 FF1877;SPC AR N     -   567,090.57  1,391,075.20   sFT  0.99995023   +0 09 16.9
 FF1877;UTM  15      - 3,972,604.251   614,246.553   MT  0.99976083   +0 44 31.8
 FF1877
 FF1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1877!SPC AR N     -   0.99996289  x   0.99995023  =   0.99991312
 FF1877!UTM  15      -   0.99996289  x   0.99976083  =   0.99972373
 FF1877
 FF1877|---------------------------------------------------------------------|
 FF1877| PID    Reference Object                     Distance      Geod. Az  |
 FF1877|                                                           dddmmss.s |
 FF1877| CI0690 CUSHMAN RM 1                         16.858 METERS 05335     |
 FF1877| CI0689 CUSHMAN AZ MK                                      2575656.8 |
 FF1877| CI0691 CUSHMAN RM 2                         15.012 METERS 27600     |
 FF1877| GE0887 SAGE LOOKOUT TOWER                  APPROX.15.2 KM 3342417.8 |
 FF1877| GE0886 SAGE                                APPROX.15.2 KM 3350814.3 |
 FF1877|---------------------------------------------------------------------|
 FF1877
 FF1877                          SUPERSEDED SURVEY CONTROL
 FF1877
 FF1877  NAD 83(1986)-  35 53 27.78850(N)    091 44 02.98531(W) AD(       ) 2
 FF1877  NAD 27      -  35 53 27.52200(N)    091 44 02.47000(W) AD(       ) 2
 FF1877
 FF1877.Superseded values are not recommended for survey control.
 FF1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1877.See file dsdata.txt to determine how the superseded data were derived.
 FF1877
 FF1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1424772604(NAD 83)
 FF1877_MARKER: DS = TRIANGULATION STATION DISK
 FF1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1877
 FF1877  HISTORY     - Date     Condition        Report By
 FF1877  HISTORY     - 1954     MONUMENTED       CGS
 FF1877  HISTORY     - 1967     MARK NOT FOUND   CGS
 FF1877
 FF1877                          STATION DESCRIPTION
 FF1877
 FF1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1877'THE STATION IS ABOUT 2 MILES NORTHEAST OF CUSHMAN, 1 MILE EAST
 FF1877'OF STATE HIGHWAY 69, 6 FEET EAST OF A 7 INCH IN DIAMETER
 FF1877'CREOSOTED BLACK REFERENCE POST AND ON THE SUMMIT OF A SMALL
 FF1877'WOODED KNOLL.
 FF1877'
 FF1877'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CUSHMAN GO
 FF1877'NORTHEAST ON STATE HIGHWAY 69 FOR 1.0 MILE TO A FORK, TURN RIGHT,
 FF1877'LEAVING HIGHWAY, AND GO EASTERLY ON A GRAVELED ROAD FOR 0.5 MILE
 FF1877'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EASTERLY FOR 0.4 MILE
 FF1877'TO A DRIVEWAY ON THE RIGHT, TURN RIGHT, GO UP DRIVEWAY TO THE
 FF1877'YARD JUST EAST OF A FARMHOUSE, THEN TURN LEFT AND GO UP
 FF1877'THE HILL THROUGH TIMBER FOR 0.05 MILE TO THE SUMMIT OF THE
 FF1877'KNOLL AND THE STATION MARK.
 FF1877'
 FF1877'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1877'CUSHMAN 1954.
 FF1877'
 FF1877'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF1877'CUSHMAN NO 1 1954.
 FF1877'
 FF1877'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1877'CUSHMAN NO 2 1954.
 FF1877'
 FF1877'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE ROAD AND 2 FEET EAST
 FF1877'OF A 6 INCH IN DIAMETER CREOSOTED BLACK REFERENCE POST.  THE
 FF1877'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CUSHMAN 1954.
 FF1877'
 FF1877'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FF1877
 FF1877                          STATION RECOVERY (1967)
 FF1877
 FF1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ERB)
 FF1877'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND
 FF1877'DESTROYED.  REFERENCE MARK 2 WAS SEARCHED FOR BUT WAS NOT
 FF1877'FOUND.  THE TOP OF THE STATION HILL HAS BEEN CLEARED WITH A
 FF1877'BULLDOZER AND I AM SURE REFERENCE MARK 2 WAS DESTROYED AT THE
 FF1877'SAME TIME.
 FF1877'
 FF1877'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0472 ***********************************************************************
 GF0472  DESIGNATION -  CXIV
 GF0472  PID         -  GF0472
 GF0472  STATE/COUNTY-  AR/BENTON
 GF0472  USGS QUAD   -  GARFIELD (1976)
 GF0472
 GF0472                         *CURRENT SURVEY CONTROL
 GF0472  ___________________________________________________________________
 GF0472* NAD 83(1986)-  36 26 47.     (N)    093 58 36.     (W)     SCALED    
 GF0472* NAVD 88     -       463.056  (meters)    1519.21   (feet)  ADJUSTED  
 GF0472  ___________________________________________________________________
 GF0472  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0472  DYNAMIC HT  -         462.649 (meters)    1517.87  (feet)  COMP
 GF0472  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 GF0472
 GF0472  VERT ORDER  -  FIRST     CLASS II
 GF0472
 GF0472.The horizontal coordinates were scaled from a topographic map and have
 GF0472.an estimated accuracy of +/- 6 seconds.
 GF0472
 GF0472.The orthometric height was determined by differential leveling
 GF0472.and adjusted by the National Geodetic Survey in June 1991..
 GF0472
 GF0472.The geoid height was determined by GEOID03.
 GF0472
 GF0472.The dynamic height is computed by dividing the NAVD 88
 GF0472.geopotential number by the normal gravity value computed on the
 GF0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0472.degrees latitude (g = 980.6199 gals.).
 GF0472
 GF0472.The modeled gravity was interpolated from observed gravity values.
 GF0472
 GF0472;                    North         East    Units  Estimated Accuracy
 GF0472;SPC AR N     -   236,220.      222,790.      MT  (+/- 180 meters Scaled)
 GF0472
 GF0472                          SUPERSEDED SURVEY CONTROL
 GF0472
 GF0472  NGVD 29 (??/??/92)  462.902  (m)         1518.70   (f) ADJ UNCH    1 2
 GF0472
 GF0472.Superseded values are not recommended for survey control.
 GF0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0472.See file dsdata.txt to determine how the superseded data were derived.
 GF0472
 GF0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA124339(NAD 83)
 GF0472_MARKER: DB = BENCH MARK DISK
 GF0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0472+STABILITY: SURFACE MOTION
 GF0472
 GF0472  HISTORY     - Date     Condition        Report By
 GF0472  HISTORY     - UNK      MONUMENTED       CGS
 GF0472  HISTORY     - 1961     MARK NOT FOUND   NGS
 GF0472  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GF0472
 GF0472                          STATION DESCRIPTION
 GF0472
 GF0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GF0472'AT GARFIELD.
 GF0472'AT GARFIELD, BENTON COUNTY, 15 RAILS SOUTH OF THE ST. LOUIS-SAN
 GF0472'FRANCISCO RAILWAY STATION, 90 FEET WEST OF THE TRACK, INSIDE A
 GF0472'YARD FENCE, AND 5 FEET NORTH OF A 3-FOOT LOCUST TREE.  THE BOTTOM
 GF0472'OF A CHISELED SQUARE ON THE TOP OF A LIMESTONE POST.
 GF0472
 GF0472                          STATION RECOVERY (1989)
 GF0472
 GF0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0071 ***********************************************************************
 GG0071  DESIGNATION -  CXIX
 GG0071  PID         -  GG0071
 GG0071  STATE/COUNTY-  AR/WASHINGTON
 GG0071  USGS QUAD   -  SPRINGDALE (1994)
 GG0071
 GG0071                         *CURRENT SURVEY CONTROL
 GG0071  ___________________________________________________________________
 GG0071* NAD 83(1986)-  36 11 15.     (N)    094 07 39.     (W)     SCALED    
 GG0071* NAVD 88     -       404.527  (meters)    1327.19   (feet)  ADJUSTED  
 GG0071  ___________________________________________________________________
 GG0071  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0071  DYNAMIC HT  -         404.167 (meters)    1326.00  (feet)  COMP
 GG0071  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 GG0071
 GG0071  VERT ORDER  -  FIRST     CLASS II
 GG0071
 GG0071.The horizontal coordinates were scaled from a topographic map and have
 GG0071.an estimated accuracy of +/- 6 seconds.
 GG0071
 GG0071.The orthometric height was determined by differential leveling
 GG0071.and adjusted by the National Geodetic Survey in June 1991..
 GG0071
 GG0071.The geoid height was determined by GEOID03.
 GG0071
 GG0071.The dynamic height is computed by dividing the NAVD 88
 GG0071.geopotential number by the normal gravity value computed on the
 GG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0071.degrees latitude (g = 980.6199 gals.).
 GG0071
 GG0071.The modeled gravity was interpolated from observed gravity values.
 GG0071
 GG0071;                    North         East    Units  Estimated Accuracy
 GG0071;SPC AR N     -   207,780.      208,650.      MT  (+/- 180 meters Scaled)
 GG0071
 GG0071                          SUPERSEDED SURVEY CONTROL
 GG0071
 GG0071  NGVD 29 (??/??/92)  404.394  (m)         1326.75   (f) ADJ UNCH    1 2
 GG0071
 GG0071.Superseded values are not recommended for survey control.
 GG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0071.See file dsdata.txt to determine how the superseded data were derived.
 GG0071
 GG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA986053(NAD 83)
 GG0071_MARKER: B = BOLT
 GG0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0071_SP_SET: STONE FOUNDATION
 GG0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0071
 GG0071  HISTORY     - Date     Condition        Report By
 GG0071  HISTORY     - UNK      MONUMENTED       CGS
 GG0071  HISTORY     - 1960     MARK NOT FOUND   NGS
 GG0071  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0071
 GG0071                          STATION DESCRIPTION
 GG0071
 GG0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0071'AT SPRINGDALE.
 GG0071'AT SPRINGDALE, WASHINGTON COUNTY, 325 YARDS NORTH OF THE ST.
 GG0071'LOUIS-SAN FRANCISCO RAILWAY STATION, IN THE EAST BRICKWALL OF THE
 GG0071'SPRINGDALE PACKING AND ICE PLANT CO. BUILDING, UNDER THE LOADING
 GG0071'PLATFORM, 1 FOOT SOUTH OF THE SOUTH END OF THE NEW ANNEX, IN THE
 GG0071'FIRST COURSE OF BRICK ABOVE THE STONE FOUNDATION, AND 3 FEET
 GG0071'ABOVE THE GROUND.  THE CENTER OF A CROSS IN THE END OF A COPPER
 GG0071'BOLT.  NOTE-- THIS MARK WAS ALSO SEARCHED FOR BUT NOT RECOVERED
 GG0071'IN FEBRUARY 1944.
 GG0071
 GG0071                          STATION RECOVERY (1989)
 GG0071
 GG0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0061 ***********************************************************************
 GG0061  DESIGNATION -  CXVII
 GG0061  PID         -  GG0061
 GG0061  STATE/COUNTY-  AR/BENTON
 GG0061  USGS QUAD   -  ROGERS (1976)
 GG0061
 GG0061                         *CURRENT SURVEY CONTROL
 GG0061  ___________________________________________________________________
 GG0061* NAD 83(1986)-  36 19 59.     (N)    094 06 57.     (W)     SCALED    
 GG0061* NAVD 88     -       420.927  (meters)    1380.99   (feet)  ADJUSTED  
 GG0061  ___________________________________________________________________
 GG0061  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GG0061  DYNAMIC HT  -         420.554 (meters)    1379.77  (feet)  COMP
 GG0061  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GG0061
 GG0061  VERT ORDER  -  FIRST     CLASS II
 GG0061
 GG0061.The horizontal coordinates were scaled from a topographic map and have
 GG0061.an estimated accuracy of +/- 6 seconds.
 GG0061
 GG0061.The orthometric height was determined by differential leveling
 GG0061.and adjusted by the National Geodetic Survey in June 1991..
 GG0061
 GG0061.The geoid height was determined by GEOID03.
 GG0061
 GG0061.The dynamic height is computed by dividing the NAVD 88
 GG0061.geopotential number by the normal gravity value computed on the
 GG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0061.degrees latitude (g = 980.6199 gals.).
 GG0061
 GG0061.The modeled gravity was interpolated from observed gravity values.
 GG0061
 GG0061;                    North         East    Units  Estimated Accuracy
 GG0061;SPC AR N     -   223,900.      210,050.      MT  (+/- 180 meters Scaled)
 GG0061
 GG0061                          SUPERSEDED SURVEY CONTROL
 GG0061
 GG0061  NGVD 29 (??/??/92)  420.781  (m)         1380.51   (f) ADJ UNCH    1 2
 GG0061
 GG0061.Superseded values are not recommended for survey control.
 GG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0061.See file dsdata.txt to determine how the superseded data were derived.
 GG0061
 GG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA998214(NAD 83)
 GG0061_MARKER: B = BOLT
 GG0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0061_SP_SET: BUILDING
 GG0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0061
 GG0061  HISTORY     - Date     Condition        Report By
 GG0061  HISTORY     - UNK      MONUMENTED       CGS
 GG0061  HISTORY     - 1961     GOOD             NGS
 GG0061  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0061
 GG0061                          STATION DESCRIPTION
 GG0061
 GG0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0061'AT ROGERS.
 GG0061'AT ROGERS, BENTON COUNTY, AT 116 NORTH FIRST STREET, AT THE
 GG0061'YELLOW-STUCCO BUILDING OCCUPIED (1944) BY BERTS GROCERY, SOUTH
 GG0061'OF THE ENTRANCE TO THE STAIRS, IN THE FIRST BRICK FROM THE
 GG0061'SOUTHEAST CORNER, AND 3 FEET HIGHER THAN THE GROUND.  THE CENTER
 GG0061'OF A CROSS IN THE END OF A COPPER BOLT LEADED IN THE BRICK.
 GG0061'NOTE-- THE BUILDING IS NOW OCCUPIED BY A CAFE.
 GG0061
 GG0061                          STATION RECOVERY (1989)
 GG0061
 GG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0061'THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0078 ***********************************************************************
 GG0078  DESIGNATION -  CXX
 GG0078  PID         -  GG0078
 GG0078  STATE/COUNTY-  AR/WASHINGTON
 GG0078  USGS QUAD   -  SPRINGDALE (1994)
 GG0078
 GG0078                         *CURRENT SURVEY CONTROL
 GG0078  ___________________________________________________________________
 GG0078* NAD 83(1986)-  36 08 00.     (N)    094 10 04.     (W)     SCALED    
 GG0078* NAVD 88     -       363.353  (meters)    1192.10   (feet)  ADJUSTED  
 GG0078  ___________________________________________________________________
 GG0078  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0078  DYNAMIC HT  -         363.028 (meters)    1191.03  (feet)  COMP
 GG0078  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 GG0078
 GG0078  VERT ORDER  -  FIRST     CLASS II
 GG0078
 GG0078.The horizontal coordinates were scaled from a topographic map and have
 GG0078.an estimated accuracy of +/- 6 seconds.
 GG0078
 GG0078.The orthometric height was determined by differential leveling
 GG0078.and adjusted by the National Geodetic Survey in June 1991..
 GG0078
 GG0078.The geoid height was determined by GEOID03.
 GG0078
 GG0078.The dynamic height is computed by dividing the NAVD 88
 GG0078.geopotential number by the normal gravity value computed on the
 GG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0078.degrees latitude (g = 980.6199 gals.).
 GG0078
 GG0078.The modeled gravity was interpolated from observed gravity values.
 GG0078
 GG0078;                    North         East    Units  Estimated Accuracy
 GG0078;SPC AR N     -   201,850.      204,890.      MT  (+/- 180 meters Scaled)
 GG0078
 GG0078                          SUPERSEDED SURVEY CONTROL
 GG0078
 GG0078  NGVD 29 (??/??/92)  363.228  (m)         1191.69   (f) ADJ UNCH    1 2
 GG0078
 GG0078.Superseded values are not recommended for survey control.
 GG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0078.See file dsdata.txt to determine how the superseded data were derived.
 GG0078
 GG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV949993(NAD 83)
 GG0078_MARKER: Q = CHISELED SQUARE
 GG0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0078+STABILITY: SURFACE MOTION
 GG0078
 GG0078  HISTORY     - Date     Condition        Report By
 GG0078  HISTORY     - UNK      MONUMENTED       CGS
 GG0078  HISTORY     - 1960     GOOD             NGS
 GG0078  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0078  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0078
 GG0078                          STATION DESCRIPTION
 GG0078
 GG0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0078'AT JOHNSONS.
 GG0078'AT JOHNSONS, WASHINGTON COUNTY, 10 RAILS SOUTH OF THE ST.
 GG0078'LOUIS-SAN FRANCISCO RAILWAY STATION, 75 FEET WEST OF THE TRACK,
 GG0078'AND IN THE YARD OF A WHITE-PAINTED HOUSE.  THE BOTTOM OF A
 GG0078'CHISELED SQUARE ON THE TOP OF A LIMESTONE POST.
 GG0078
 GG0078                          STATION RECOVERY (1988)
 GG0078
 GG0078'RECOVERY NOTE BY US POWER SQUADRON 1988 (DG)
 GG0078'MARK NOT FOUND.
 GG0078
 GG0078                          STATION RECOVERY (1989)
 GG0078
 GG0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0089 ***********************************************************************
 GG0089  DESIGNATION -  CXXI
 GG0089  PID         -  GG0089
 GG0089  STATE/COUNTY-  AR/WASHINGTON
 GG0089  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0089
 GG0089                         *CURRENT SURVEY CONTROL
 GG0089  ___________________________________________________________________
 GG0089* NAD 83(1986)-  36 04 10.     (N)    094 10 20.     (W)     SCALED    
 GG0089* NAVD 88     -       442.518  (meters)    1451.83   (feet)  ADJUSTED  
 GG0089  ___________________________________________________________________
 GG0089  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0089  DYNAMIC HT  -         442.121 (meters)    1450.53  (feet)  COMP
 GG0089  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 GG0089
 GG0089  VERT ORDER  -  FIRST     CLASS II
 GG0089
 GG0089.The horizontal coordinates were scaled from a topographic map and have
 GG0089.an estimated accuracy of +/- 6 seconds.
 GG0089
 GG0089.The orthometric height was determined by differential leveling
 GG0089.and adjusted by the National Geodetic Survey in June 1991..
 GG0089
 GG0089.The geoid height was determined by GEOID03.
 GG0089
 GG0089.The dynamic height is computed by dividing the NAVD 88
 GG0089.geopotential number by the normal gravity value computed on the
 GG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0089.degrees latitude (g = 980.6199 gals.).
 GG0089
 GG0089.The modeled gravity was interpolated from observed gravity values.
 GG0089
 GG0089;                    North         East    Units  Estimated Accuracy
 GG0089;SPC AR N     -   194,770.      204,340.      MT  (+/- 180 meters Scaled)
 GG0089
 GG0089                          SUPERSEDED SURVEY CONTROL
 GG0089
 GG0089  NGVD 29 (??/??/92)  442.354  (m)         1451.29   (f) ADJ UNCH    1 2
 GG0089
 GG0089.Superseded values are not recommended for survey control.
 GG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0089.See file dsdata.txt to determine how the superseded data were derived.
 GG0089
 GG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV944922(NAD 83)
 GG0089_MARKER: DB = BENCH MARK DISK
 GG0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0089_SP_SET: LIMESTONE
 GG0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0089+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2006
 GG0089
 GG0089  HISTORY     - Date     Condition        Report By
 GG0089  HISTORY     - UNK      MONUMENTED       CGS
 GG0089  HISTORY     - 1960     MARK NOT FOUND   NGS
 GG0089  HISTORY     - 19961102 GOOD             USPSQD
 GG0089  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 GG0089  HISTORY     - 20040708 GOOD             GEOCAC
 GG0089  HISTORY     - 20050805 GOOD             GEOCAC
 GG0089  HISTORY     - 20060805 GOOD             GEOCAC
 GG0089
 GG0089                          STATION DESCRIPTION
 GG0089
 GG0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0089'AT FAYETTEVILLE.
 GG0089'AT FAYETTEVILLE, WASHINGTON COUNTY, AT THE UNIVERSITY OF ARKANSAS,
 GG0089'ON THE SOUTH SIDE OF THE MAIN ENTRANCE, ON THE DRESSED SURFACE OF
 GG0089'A LARGE LIMESTONE, AND 2 FEET HIGHER THAN THE GROUND.  A CHISELED
 GG0089'CROSS, SURROUNDED BY THE LETTERS USC AND GSBM.
 GG0089
 GG0089                          STATION RECOVERY (1996)
 GG0089
 GG0089'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0089'RECOVERED IN GOOD CONDITION.
 GG0089
 GG0089                          STATION RECOVERY (1998)
 GG0089
 GG0089'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0089'MARK NOT FOUND.
 GG0089
 GG0089                          STATION RECOVERY (2004)
 GG0089
 GG0089'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 GG0089'RECOVERED IN GOOD CONDITION.
 GG0089
 GG0089                          STATION RECOVERY (2005)
 GG0089
 GG0089'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0089'MARK IS THERE AS DESCRIBED.  ITS EASY TO MISS IF YOU DONT LOOK CLOSE.
 GG0089'MARK IS IN GOOD SHAPE.
 GG0089
 GG0089                          STATION RECOVERY (2006)
 GG0089
 GG0089'RECOVERY NOTE BY GEOCACHING 2006 (CTO)
 GG0089'RECOVERED IN GOOD CONDITION ON THE SOUTH SIDE OF THE FRONT MAIN
 GG0089'ENTRANCE OF OLD MAIN BUILDING. US POWER SQUADRON REPORT OF MARK NOT
 GG0089'FOUND IN 1998 WAS LIKELY DUE TO THE INACCURACY OF THE NGS SCALED NAD83
 GG0089'COORDINATES OF 36 04 10N, 094 10 20W. THIS IS APPROX 390 FEET NNW OF
 GG0089'TRUE POSITION. MORE ACCURATE COORDINATES WOULD BE 36 04 6.6N, 094 10
 GG0089'17.8W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0749 ***********************************************************************
 FH0749  DESIGNATION -  CXXII
 FH0749  PID         -  FH0749
 FH0749  STATE/COUNTY-  AR/WASHINGTON
 FH0749  USGS QUAD   -  WEST FORK (1994)
 FH0749
 FH0749                         *CURRENT SURVEY CONTROL
 FH0749  ___________________________________________________________________
 FH0749* NAD 83(1986)-  35 59 38.     (N)    094 10 25.     (W)     SCALED    
 FH0749* NAVD 88     -       380.014  (meters)    1246.76   (feet)  ADJUSTED  
 FH0749  ___________________________________________________________________
 FH0749  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH0749  DYNAMIC HT  -         379.668 (meters)    1245.63  (feet)  COMP
 FH0749  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FH0749
 FH0749  VERT ORDER  -  FIRST     CLASS II
 FH0749
 FH0749.The horizontal coordinates were scaled from a topographic map and have
 FH0749.an estimated accuracy of +/- 6 seconds.
 FH0749
 FH0749.The orthometric height was determined by differential leveling
 FH0749.and adjusted by the National Geodetic Survey in June 1991..
 FH0749
 FH0749.The geoid height was determined by GEOID03.
 FH0749
 FH0749.The dynamic height is computed by dividing the NAVD 88
 FH0749.geopotential number by the normal gravity value computed on the
 FH0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0749.degrees latitude (g = 980.6199 gals.).
 FH0749
 FH0749.The modeled gravity was interpolated from observed gravity values.
 FH0749
 FH0749;                    North         East    Units  Estimated Accuracy
 FH0749;SPC AR N     -   186,390.      204,030.      MT  (+/- 180 meters Scaled)
 FH0749
 FH0749                          SUPERSEDED SURVEY CONTROL
 FH0749
 FH0749  NGVD 29 (??/??/92)  379.854  (m)         1246.24   (f) ADJ UNCH    1 2
 FH0749
 FH0749.Superseded values are not recommended for survey control.
 FH0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0749.See file dsdata.txt to determine how the superseded data were derived.
 FH0749
 FH0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV942839(NAD 83)
 FH0749_MARKER: DB = BENCH MARK DISK
 FH0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0749+STABILITY: SURFACE MOTION
 FH0749
 FH0749  HISTORY     - Date     Condition        Report By
 FH0749  HISTORY     - UNK      MONUMENTED       CGS
 FH0749  HISTORY     - 1972     GOOD             NGS
 FH0749  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FH0749  HISTORY     - 19891115 MARK NOT FOUND   NGS
 FH0749
 FH0749                          STATION DESCRIPTION
 FH0749
 FH0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FH0749'AT GREENLAND.
 FH0749'SOUTHWEST QUADRANT OF AN INTERSECTION OF U.S. HIGHWAY 71 AND
 FH0749'SCHOOL ST. IN GREENLAND.  AT THE NORTHEAST CORNER OF A NATIVE
 FH0749'STONE BUILDING, USED AT THIS DATE AN AN ANTIQUE STORE.  MARK IS 0.50
 FH0749'FT. NORTH OF A CONCRETE STEP 10.5 FT. SOUTH OF A SMALL CULVERT
 FH0749'26.3 FT. SOUTH OF SCHOOL ST. (PAVED) 45.9 FT. WEST OF THE CENTER
 FH0749'LINE OF U.S. HIGHWAY 71.  A 6 INCH SQUARE LIMESTONE MONUMENT WITH
 FH0749'A 1 INCH SQUARE DEPRESSION AND THE LETTERS U.S.B.M. AT THE FOUR
 FH0749'CORNERS OF THE MONUMENT.  NOTE-- NO STAMPING IS VISIBLE ON THE
 FH0749'MARK AND NO DATE COULD BE FOUND FOR THE ESTABLISHMENT OF THE
 FH0749'MONUMENT.
 FH0749
 FH0749                          STATION RECOVERY (1987)
 FH0749
 FH0749'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0749'MARK NOT FOUND.
 FH0749
 FH0749                          STATION RECOVERY (1989)
 FH0749
 FH0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0749'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0005 ***********************************************************************
 FH0005  DESIGNATION -  CXXIII
 FH0005  PID         -  FH0005
 FH0005  STATE/COUNTY-  AR/WASHINGTON
 FH0005  USGS QUAD   -  WEST FORK (1994)
 FH0005
 FH0005                         *CURRENT SURVEY CONTROL
 FH0005  ___________________________________________________________________
 FH0005* NAD 83(1986)-  35 55 27.     (N)    094 11 21.     (W)     SCALED    
 FH0005* NAVD 88     -       411.197  (meters)    1349.07   (feet)  ADJUSTED  
 FH0005  ___________________________________________________________________
 FH0005  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FH0005  DYNAMIC HT  -         410.820 (meters)    1347.83  (feet)  COMP
 FH0005  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 FH0005
 FH0005  VERT ORDER  -  FIRST     CLASS II
 FH0005
 FH0005.The horizontal coordinates were scaled from a topographic map and have
 FH0005.an estimated accuracy of +/- 6 seconds.
 FH0005
 FH0005.The orthometric height was determined by differential leveling
 FH0005.and adjusted by the National Geodetic Survey in June 1991..
 FH0005
 FH0005.The geoid height was determined by GEOID03.
 FH0005
 FH0005.The dynamic height is computed by dividing the NAVD 88
 FH0005.geopotential number by the normal gravity value computed on the
 FH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0005.degrees latitude (g = 980.6199 gals.).
 FH0005
 FH0005.The modeled gravity was interpolated from observed gravity values.
 FH0005
 FH0005;                    North         East    Units  Estimated Accuracy
 FH0005;SPC AR N     -   178,690.      202,450.      MT  (+/- 180 meters Scaled)
 FH0005
 FH0005                          SUPERSEDED SURVEY CONTROL
 FH0005
 FH0005  NGVD 29 (??/??/92)  411.038  (m)         1348.55   (f) ADJ UNCH    1 2
 FH0005
 FH0005.Superseded values are not recommended for survey control.
 FH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0005.See file dsdata.txt to determine how the superseded data were derived.
 FH0005
 FH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV927761(NAD 83)
 FH0005_MARKER: B = BOLT
 FH0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0005_SP_SET: STONE FOUNDATION
 FH0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0005
 FH0005  HISTORY     - Date     Condition        Report By
 FH0005  HISTORY     - UNK      MONUMENTED       CGS
 FH0005  HISTORY     - 1960     GOOD             NGS
 FH0005
 FH0005                          STATION DESCRIPTION
 FH0005
 FH0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0005'AT WEST FORK.
 FH0005'AT WEST FORK, WASHINGTON COUNTY, AT THE WEST FORK HARDWARE AND
 FH0005'LUMBER CO. BUILDING (NOW OCCUPIED BY A GROCERY STORE) IN THE
 FH0005'NORTH BRICKWALL, 4 FEET WEST OF THE NORTHEAST CORNER, AND IN THE
 FH0005'THIRD COURSE OF BRICK ABOVE THE STONE FOUNDATION.  THE CENTER OF
 FH0005'A CROSS IN THE END OF A COPPER BOLT LEADED IN THE BRICK.  NOTE-- THE
 FH0005'COPPER BOLT WAS EVIDENTLY BEEN COVERED BY A THIN COAT OF CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0008 ***********************************************************************
 FH0008  DESIGNATION -  CXXIV
 FH0008  PID         -  FH0008
 FH0008  STATE/COUNTY-  AR/WASHINGTON
 FH0008  USGS QUAD   -  WEST FORK (1994)
 FH0008
 FH0008                         *CURRENT SURVEY CONTROL
 FH0008  ___________________________________________________________________
 FH0008* NAD 83(1986)-  35 52 57.     (N)    094 10 16.     (W)     SCALED    
 FH0008* NAVD 88     -       419.943  (meters)    1377.76   (feet)  ADJUSTED  
 FH0008  ___________________________________________________________________
 FH0008  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FH0008  DYNAMIC HT  -         419.555 (meters)    1376.49  (feet)  COMP
 FH0008  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FH0008
 FH0008  VERT ORDER  -  FIRST     CLASS II
 FH0008
 FH0008.The horizontal coordinates were scaled from a topographic map and have
 FH0008.an estimated accuracy of +/- 6 seconds.
 FH0008
 FH0008.The orthometric height was determined by differential leveling
 FH0008.and adjusted by the National Geodetic Survey in June 1991..
 FH0008
 FH0008.The geoid height was determined by GEOID03.
 FH0008
 FH0008.The dynamic height is computed by dividing the NAVD 88
 FH0008.geopotential number by the normal gravity value computed on the
 FH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0008.degrees latitude (g = 980.6199 gals.).
 FH0008
 FH0008.The modeled gravity was interpolated from observed gravity values.
 FH0008
 FH0008;                    North         East    Units  Estimated Accuracy
 FH0008;SPC AR N     -   174,030.      203,980.      MT  (+/- 180 meters Scaled)
 FH0008
 FH0008                          SUPERSEDED SURVEY CONTROL
 FH0008
 FH0008  NGVD 29 (??/??/92)  419.786  (m)         1377.25   (f) ADJ UNCH    1 2
 FH0008
 FH0008.Superseded values are not recommended for survey control.
 FH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0008.See file dsdata.txt to determine how the superseded data were derived.
 FH0008
 FH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV942715(NAD 83)
 FH0008_MARKER: Q = CHISELED SQUARE
 FH0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0008_SP_SET: BRIDGE
 FH0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0008
 FH0008  HISTORY     - Date     Condition        Report By
 FH0008  HISTORY     - UNK      MONUMENTED       CGS
 FH0008  HISTORY     - 1960     MARK NOT FOUND   NGS
 FH0008  HISTORY     - 1987     GOOD             USPSQD
 FH0008
 FH0008                          STATION DESCRIPTION
 FH0008
 FH0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0008'0.2 MI S FROM WOOLSEY.
 FH0008'0.2 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0008'WOOSEY, WASHINGTON COUNTY, AT MILEAGE 366.2, AT THE BRIDGE OVER
 FH0008'A BRANCH OF WEST FORK WHITE RIVER, AND ON THE TOP OF THE EAST
 FH0008'SIDE OF THE NORTH ABUTMENT.  THE BOTTOM OF A CHISELED SQUARE,
 FH0008'SURROUNDED BY THE LETTERS USBM.  NOTE-- IT APPEARS THAT A CONCRETE
 FH0008'CAP HAS BEEN PLACED OVER THE ORIGINAL ABUTMENT.  THE CHISELED
 FH0008'SQUARE HAS PROBABLY BEEN COVERED.
 FH0008
 FH0008                          STATION RECOVERY (1987)
 FH0008
 FH0008'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2993 ***********************************************************************
 EH2993  DESIGNATION -  CYPRESS
 EH2993  PID         -  EH2993
 EH2993  STATE/COUNTY-  AR/ARKANSAS
 EH2993  USGS QUAD   -  LODGE CORNER (1968)
 EH2993
 EH2993                         *CURRENT SURVEY CONTROL
 EH2993  ___________________________________________________________________
 EH2993* NAD 83(1997)-  34 17 16.47377(N)    091 36 36.67397(W)     ADJUSTED  
 EH2993* NAVD 88     -        56.09   (+/-2cm)     184.0    (feet)  VERTCON   
 EH2993  ___________________________________________________________________
 EH2993  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EH2993  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH2993
 EH2993  HORZ ORDER  -  SECOND
 EH2993  VERT ORDER  -  THIRD ? (See Below)
 EH2993
 EH2993.The horizontal coordinates were established by classical geodetic methods
 EH2993.and adjusted by the National Geodetic Survey in September 1999..
 EH2993
 EH2993.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2993.The vertical order pertains to the NGVD 29 superseded value.
 EH2993
 EH2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2993
 EH2993.The geoid height was determined by GEOID03.
 EH2993
 EH2993;                    North         East     Units Scale Factor Converg.
 EH2993;SPC AR S     -   579,884.952   435,888.155   MT  0.99992822   +0 13 05.4
 EH2993;SPC AR S     - 1,902,505.88  1,430,076.39   sFT  0.99992822   +0 13 05.4
 EH2993;UTM  15      - 3,794,953.645   627,916.189   MT  0.99980169   +0 46 59.0
 EH2993
 EH2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2993!SPC AR S     -   0.99999532  x   0.99992822  =   0.99992354
 EH2993!UTM  15      -   0.99999532  x   0.99980169  =   0.99979701
 EH2993
 EH2993|---------------------------------------------------------------------|
 EH2993| PID    Reference Object                     Distance      Geod. Az  |
 EH2993|                                                           dddmmss.s |
 EH2993| CY5921 CYPRESS RM 1                         31.017 METERS 03233     |
 EH2993| CY5922 CYPRESS RM 2                         25.714 METERS 10503     |
 EH2993| EH2994 CORINTH                             APPROX.10.0 KM 3390350.6 |
 EH2993|---------------------------------------------------------------------|
 EH2993
 EH2993                          SUPERSEDED SURVEY CONTROL
 EH2993
 EH2993  NAD 83(1986)-  34 17 16.48150(N)    091 36 36.66817(W) AD(       ) 2
 EH2993  NAD 27      -  34 17 16.12975(N)    091 36 36.21300(W) AD(       ) 2
 EH2993  NGVD 29 (07/19/86)   56.15   (m)          184.2    (f) LEVELING    3  
 EH2993
 EH2993.Superseded values are not recommended for survey control.
 EH2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2993.See file dsdata.txt to determine how the superseded data were derived.
 EH2993
 EH2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT2791694954(NAD 83)
 EH2993_MARKER: DS = TRIANGULATION STATION DISK
 EH2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2993
 EH2993  HISTORY     - Date     Condition        Report By
 EH2993  HISTORY     - 1965     MONUMENTED       CGS
 EH2993
 EH2993                          STATION DESCRIPTION
 EH2993
 EH2993'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2993'STATION IS ABOUT 12-1/2 MILES EAST-SOUTHEAST OF ALTHEIMER, 11
 EH2993'MILES SOUTH-SOUTHEAST OF HUMPHREY, AND ON PROPERTY CONTROLLED
 EH2993'BY THE BAYOU METO GAME MANAGEMENT.
 EH2993'
 EH2993'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 EH2993'AND 130 AT THE SOUTHEAST EDGE OF STUTTGART, GO SOUTH ON
 EH2993'HIGHWAY 11 FOR 9.45 MILES TO THE JUNCTION OF STATE HIGHWAY 152.
 EH2993'CONTINUE SOUTH ON STATE HIGHWAY 11 AND 152 FOR 3.25 MILES TO
 EH2993'A REVERSE Y-FORK AT THE WEST EDGE OF LODGE CORNER.  TURN SHARP
 EH2993'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 3.2 MILES TO A POINT
 EH2993'WHERE THE ROAD TURNS SHARP LEFT.  TURN LEFT AND GO SOUTHERLY
 EH2993'ON THE MAIN TRAVELED ROAD FOR 0.55 MILES TO A Y-FORK JUST
 EH2993'AFTER CROSSING A WOODEN BRIDGE.  TAKE THE RIGHT FORK AND GO
 EH2993'WESTERLY ON A GRAVELED ROAD FOR 1.55 MILES TO A DIM WOODS ROAD
 EH2993'ON THE LEFT AND THE STATION IN A SMALL CLEARING ON THE LEFT.
 EH2993'
 EH2993'STATION MARKS ARE STANDARD DISKS STAMPED CYPRESS 1965.  THE
 EH2993'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2993'1 INCH.  IT IS 79 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 EH2993'ROAD, 36 FEET EAST OF AN 8 INCH OAK TREE, 28 FEET NORTH OF AN
 EH2993'18 INCH OAK TREE, 22 FEET SOUTHEAST OF AN 18 INCH OAK TREE, 19
 EH2993'FEET NORTHWEST OF THE CENTER OF THE WOODS ROAD, AND 1.5
 EH2993'FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 EH2993'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 EH2993'SURFACE OF THE GROUND.
 EH2993'
 EH2993'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CYPRESS NO 1
 EH2993'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 EH2993'INCHES.  IT IS 23 FEET NORTHEAST OF THE CENTER OF THE GRAVELED
 EH2993'ROAD, 1.5 FEET SOUTHEAST OF A POWER POLE, AND 1.5 FEET NORTHWEST
 EH2993'OF A METAL WITNESS POST.
 EH2993'
 EH2993'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CYPRESS NO
 EH2993'2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 EH2993'INCHES.  IT IS 42 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 EH2993'ROAD, 8 FEET SOUTH OF THE CENTER OF THE WOODS ROAD, AND 2
 EH2993'FEET SOUTHWEST OF A METAL WITNESS POST.
 EH2993'
 EH2993'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1480 ***********************************************************************
 DL1480  DESIGNATION -  CYPRESS
 DL1480  PID         -  DL1480
 DL1480  STATE/COUNTY-  AR/COLUMBIA
 DL1480  USGS QUAD   -  EMERSON (1971)
 DL1480
 DL1480                         *CURRENT SURVEY CONTROL
 DL1480  ___________________________________________________________________
 DL1480* NAD 83(1997)-  33 01 18.69049(N)    093 09 14.03794(W)     ADJUSTED  
 DL1480* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 DL1480  ___________________________________________________________________
 DL1480  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 DL1480  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DL1480
 DL1480  HORZ ORDER  -  SECOND
 DL1480
 DL1480.The horizontal coordinates were established by classical geodetic methods
 DL1480.and adjusted by the National Geodetic Survey in September 1999..
 DL1480
 DL1480.The orthometric height was scaled from a topographic map.
 DL1480
 DL1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1480
 DL1480.The geoid height was determined by GEOID03.
 DL1480
 DL1480;                    North         East     Units Scale Factor Converg.
 DL1480;SPC AR S     -   440,004.281   292,185.369   MT  1.00007329   -0 38 45.0
 DL1480;SPC AR S     - 1,443,580.71    958,611.50   sFT  1.00007329   -0 38 45.0
 DL1480;SPC LA N     -   279,814.476   938,900.312   MT  1.00010030   -0 20 44.6
 DL1480;SPC LA N     -   918,024.66  3,080,375.44   sFT  1.00010030   -0 20 44.6
 DL1480;UTM  15      - 3,653,720.700   485,626.896   MT  0.99960255   -0 05 01.9
 DL1480
 DL1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1480!SPC AR S     -   0.99998810  x   1.00007329  =   1.00006139
 DL1480!SPC LA N     -   0.99998810  x   1.00010030  =   1.00008840
 DL1480!UTM  15      -   0.99998810  x   0.99960255  =   0.99959066
 DL1480
 DL1480|---------------------------------------------------------------------|
 DL1480| PID    Reference Object                     Distance      Geod. Az  |
 DL1480|                                                           dddmmss.s |
 DL1480| DL0668 CYPRESS RM 1                         31.927 METERS 17429     |
 DL1480| DL0669 CYPRESS RM 2                         33.104 METERS 26411     |
 DL1480| DL1485 WESTERN                             APPROX.17.8 KM 2790347.5 |
 DL1480| CX5675 CYPRESS AZ MK                                      3523153.0 |
 DL1480|---------------------------------------------------------------------|
 DL1480
 DL1480                          SUPERSEDED SURVEY CONTROL
 DL1480
 DL1480  NAD 83(1997)-  33 01 18.69927(N)    093 09 14.02940(W) AD(       ) 2
 DL1480  NAD 83(1986)-  33 01 18.70180(N)    093 09 14.02768(W) AD(       ) 2
 DL1480  NAD 27      -  33 01 18.21500(N)    093 09 13.44300(W) AD(       ) 2
 DL1480
 DL1480.Superseded values are not recommended for survey control.
 DL1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1480.See file dsdata.txt to determine how the superseded data were derived.
 DL1480
 DL1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8562753721(NAD 83)
 DL1480_MARKER: DS = TRIANGULATION STATION DISK
 DL1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1480
 DL1480  HISTORY     - Date     Condition        Report By
 DL1480  HISTORY     - 1950     MONUMENTED       CGS
 DL1480  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DL1480  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DL1480
 DL1480                          STATION DESCRIPTION
 DL1480
 DL1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1480'THE STATION IS LOCATED ABOUT 5.75 MILES SOUTH-SOUTHEAST OF
 DL1480'EMERSON AND 0.3 MILE NORTH OF THE ARKANSAS-LOUISIANA STATE
 DL1480'LINE ON RIGHT-OF-WAY OF U.S. HIGHWAY NO, 79. 50.0 FEET EAST
 DL1480'OF CENTER OF U.S. HIGHWAY NO. 79, 10.0 WEST OF FENCE LINE AND
 DL1480'10.0 FEET WEST OF WITNESS POST.  IT IS STAMPED CYPRESS 1950
 DL1480'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 DL1480'
 DL1480'REFERENCE MARK NO. 1 IS 67.0 FEET EAST OF CENTER OF U.S.
 DL1480'HIGHWAY NO. 79 AND 1.0 FOOT WEST OF FENCE LINE.  IT IS STAMPED
 DL1480'CYPRESS NO. 1 AND PROJECTS 3 INCHES.
 DL1480'
 DL1480'REFERENCE MARK NO. 2 IS 58.0 FEET EAST OF CENTER OF U.S.
 DL1480'HIGHWAY NO. 79 AND 1.0 FOOT EAST OF FENCE LINE.  IT IS STAMPED
 DL1480'CYPRESS NO. 2 AND PROJECTS 3 INCHES.
 DL1480'
 DL1480'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 150.51 FEET.
 DL1480'
 DL1480'THE AZIMUTH MARK IS LOCATED 46 FEET EAST OF THE CENTER OF U.S.
 DL1480'HIGHWAY NO. 79, 17.0 FEET SOUTH OF CENTER OF FARM ROAD AND
 DL1480'1.5 FEET SOUTH OF WITNESS POST.  IT IS STAMPED CYPRESS 1950
 DL1480'AND PROJECTS 2 INCHES.
 DL1480'
 DL1480'TO REACH THE STATION FROM TRAFFIC LIGHT AT MAIN INTERSECTION
 DL1480'IN HAYNESVILLE, LOUISIANA, GO NORTHERLY ON U.S. HIGHWAY NO.
 DL1480'79 FOR 4.25 MILES TO CROSSROADS AT STATE LINE, CONTINUE NORTH
 DL1480'ON HIGHWAY FOR 0.3 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 DL1480'
 DL1480'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1480
 DL1480                          STATION RECOVERY (1960)
 DL1480
 DL1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HT)
 DL1480'R.M. 1 AN R.M. 2 WERE FOUND TO BE IN GOOD CONDITION.
 DL1480'
 DL1480'R.M. 1 LOCATED 58 FEET E OF THE CENTER LINE OF U.S. HWY 79,179
 DL1480'FEET S OF A BRACED POLE AND ONE FOOT W OF A FENCE, LEVEL WITH
 DL1480'THE HIGHWAY.  THE MARK IS A STANDARD U SC AND GS REFERENCE
 DL1480'MARK DISK STAMPED CYPRESS NO 1 1950 SET IN TOP OF A CONCRETE
 DL1480'POST PROJECTING 5 INCHES.
 DL1480'
 DL1480'R.M. 2 IS LOCATED 59 FEET W OF THE CENTER LINE OF U.S. HWY
 DL1480'79, 150.4 FEET NW OF AND ACROSS THE HIGHWAY FROM R.M. 1, 79
 DL1480'FEET S OF A POWER POLE BEARING A TRANSFORMER AND ONE FOOT E
 DL1480'OF A FENCE LEVEL WITH THE HIGHWAY.  THE MARK IS STAMPED CYPRESS
 DL1480'NO 2 1950 SET IN TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL1480
 DL1480                          STATION RECOVERY (1963)
 DL1480
 DL1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1480'THE SURFACE STATION MARK HAD BEEN DESTROYED BUT THE UNDERGROUND
 DL1480'MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 DL1480'SURFACE STATION MARK WAS SET BY PLUMBING OVER THE UNDERGROUND
 DL1480'MARK.  THE STATION MARK IS 50 FEET EAST OF THE CENTERLINE
 DL1480'OF THE HIGHWAY AND 9.5 FEET WEST OF A WITNESS POST.  THE
 DL1480'SURFACE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DL1480'CYPRESS 1950 1963.
 DL1480'
 DL1480'THE DISTANCE TO THE REFERENCE MARKS CHECKED WITH THE ORIGINAL
 DL1480'DESCRIPTION.
 DL1480'
 DL1480'THE AZIMUTH MARK WAS NOT RECOVERED AND FROM ALL INDICATIONS IT
 DL1480'HAS BEEN DESTROYED.  A NEW AZIMUTH MARK COULD NOT BE SET AT
 DL1480'THIS TIME AS NO OBJECTS WERE VISABLE FROM THE GROUND AT THE
 DL1480'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0668 ***********************************************************************
 DL0668  DESIGNATION -  CYPRESS RM 1
 DL0668  PID         -  DL0668
 DL0668  STATE/COUNTY-  AR/COLUMBIA
 DL0668  USGS QUAD   -  EMERSON (1971)
 DL0668
 DL0668                         *CURRENT SURVEY CONTROL
 DL0668  ___________________________________________________________________
 DL0668* NAD 83(1986)-  33 01 18.     (N)    093 09 14.     (W)     SCALED    
 DL0668* NAVD 88     -       100.919  (meters)     331.10   (feet)  ADJUSTED  
 DL0668  ___________________________________________________________________
 DL0668  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DL0668  DYNAMIC HT  -         100.809 (meters)     330.74  (feet)  COMP
 DL0668  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 DL0668
 DL0668  VERT ORDER  -  SECOND    CLASS 0
 DL0668
 DL0668.The horizontal coordinates were scaled from a topographic map and have
 DL0668.an estimated accuracy of +/- 6 seconds.
 DL0668
 DL0668.The orthometric height was determined by differential leveling
 DL0668.and adjusted by the National Geodetic Survey in June 1991..
 DL0668
 DL0668.The geoid height was determined by GEOID03.
 DL0668
 DL0668.The dynamic height is computed by dividing the NAVD 88
 DL0668.geopotential number by the normal gravity value computed on the
 DL0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0668.degrees latitude (g = 980.6199 gals.).
 DL0668
 DL0668.The modeled gravity was interpolated from observed gravity values.
 DL0668
 DL0668;                    North         East    Units  Estimated Accuracy
 DL0668;SPC AR S     -   439,980.      292,190.      MT  (+/- 180 meters Scaled)
 DL0668
 DL0668                          SUPERSEDED SURVEY CONTROL
 DL0668
 DL0668  NGVD 29 (??/??/92)  100.979  (m)          331.30   (f) ADJ UNCH    2 0
 DL0668
 DL0668.Superseded values are not recommended for survey control.
 DL0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0668.See file dsdata.txt to determine how the superseded data were derived.
 DL0668
 DL0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS856536(NAD 83)
 DL0668_MARKER: DR = REFERENCE MARK DISK
 DL0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0668_STAMPING: CYPRESS NO 1 1950
 DL0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0668+STABILITY: SURFACE MOTION
 DL0668
 DL0668  HISTORY     - Date     Condition        Report By
 DL0668  HISTORY     - 1950     MONUMENTED       CGS
 DL0668  HISTORY     - 1960     GOOD             NGS
 DL0668  HISTORY     - 1975     POOR             USGS
 DL0668
 DL0668                          STATION DESCRIPTION
 DL0668
 DL0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0668'6.55 MI SE FROM EMERSON.
 DL0668'6.05 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM THE
 DL0668'STATION AT EMERSON, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD,
 DL0668'THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 79, IN SECTION 2, T 20 S, R
 DL0668'20 W, 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 179 FEET SOUTH OF
 DL0668'A BRACED POLE, 1 FOOT WEST OF A FENCE, LEVEL WITH THE HIGHWAY, AND IN
 DL0668'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THE TOP PART
 DL0668'OF THE SURFACE MARK HAS BEEN BROKEN OFF BY ROAD MACHINERY.  THE BASE
 DL0668'PART REMAINS IN THE ORIGINAL POSITION.
 DL0668
 DL0668                          STATION RECOVERY (1975)
 DL0668
 DL0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DL0668'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0669 ***********************************************************************
 DL0669  DESIGNATION -  CYPRESS RM 2
 DL0669  PID         -  DL0669
 DL0669  STATE/COUNTY-  AR/COLUMBIA
 DL0669  USGS QUAD   -  EMERSON (1971)
 DL0669
 DL0669                         *CURRENT SURVEY CONTROL
 DL0669  ___________________________________________________________________
 DL0669* NAD 83(1986)-  33 01 18.     (N)    093 09 14.     (W)     SCALED    
 DL0669* NAVD 88     -       100.343  (meters)     329.21   (feet)  ADJUSTED  
 DL0669  ___________________________________________________________________
 DL0669  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DL0669  DYNAMIC HT  -         100.233 (meters)     328.85  (feet)  COMP
 DL0669  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 DL0669
 DL0669  VERT ORDER  -  SECOND    CLASS 0
 DL0669
 DL0669.The horizontal coordinates were scaled from a topographic map and have
 DL0669.an estimated accuracy of +/- 6 seconds.
 DL0669
 DL0669.The orthometric height was determined by differential leveling
 DL0669.and adjusted by the National Geodetic Survey in June 1991..
 DL0669
 DL0669.The geoid height was determined by GEOID03.
 DL0669
 DL0669.The dynamic height is computed by dividing the NAVD 88
 DL0669.geopotential number by the normal gravity value computed on the
 DL0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0669.degrees latitude (g = 980.6199 gals.).
 DL0669
 DL0669.The modeled gravity was interpolated from observed gravity values.
 DL0669
 DL0669;                    North         East    Units  Estimated Accuracy
 DL0669;SPC AR S     -   439,980.      292,190.      MT  (+/- 180 meters Scaled)
 DL0669
 DL0669                          SUPERSEDED SURVEY CONTROL
 DL0669
 DL0669  NGVD 29 (??/??/92)  100.402  (m)          329.40   (f) ADJ UNCH    2 0
 DL0669
 DL0669.Superseded values are not recommended for survey control.
 DL0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0669.See file dsdata.txt to determine how the superseded data were derived.
 DL0669
 DL0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS856536(NAD 83)
 DL0669_MARKER: DR = REFERENCE MARK DISK
 DL0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0669_STAMPING: CYPRESS NO 2 1950
 DL0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0669+STABILITY: SURFACE MOTION
 DL0669
 DL0669  HISTORY     - Date     Condition        Report By
 DL0669  HISTORY     - 1950     MONUMENTED       CGS
 DL0669  HISTORY     - 1960     GOOD             NGS
 DL0669  HISTORY     - 1975     GOOD             USGS
 DL0669
 DL0669                          STATION DESCRIPTION
 DL0669
 DL0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0669'6.55 MI SE FROM EMERSON.
 DL0669'59 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 150.4 FEET NORTHWEST OF
 DL0669'AND ACROSS THE HIGHWAY FROM CYPRESS RM 1, 79 FEET SOUTH OF A POWER
 DL0669'POLE BEARING A TRANSFORMER, 1 FOOT EAST OF A FENCE, LEVEL WITH THE
 DL0669'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0669
 DL0669                          STATION RECOVERY (1975)
 DL0669
 DL0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DL0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0513 ***********************************************************************
 EJ0513  DESIGNATION -  D
 EJ0513  PID         -  EJ0513
 EJ0513  STATE/COUNTY-  AR/JEFFERSON
 EJ0513  USGS QUAD   -  REDFIELD (1984)
 EJ0513
 EJ0513                         *CURRENT SURVEY CONTROL
 EJ0513  ___________________________________________________________________
 EJ0513* NAD 83(1986)-  34 26 47.     (N)    092 11 05.     (W)     SCALED    
 EJ0513* NAVD 88     -        93.857  (meters)     307.93   (feet)  ADJUSTED  
 EJ0513  ___________________________________________________________________
 EJ0513  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EJ0513  DYNAMIC HT  -          93.768 (meters)     307.64  (feet)  COMP
 EJ0513  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 EJ0513
 EJ0513  VERT ORDER  -  FIRST     CLASS II
 EJ0513
 EJ0513.The horizontal coordinates were scaled from a topographic map and have
 EJ0513.an estimated accuracy of +/- 6 seconds.
 EJ0513
 EJ0513.The orthometric height was determined by differential leveling
 EJ0513.and adjusted by the National Geodetic Survey in June 1991..
 EJ0513
 EJ0513.The geoid height was determined by GEOID03.
 EJ0513
 EJ0513.The dynamic height is computed by dividing the NAVD 88
 EJ0513.geopotential number by the normal gravity value computed on the
 EJ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0513.degrees latitude (g = 980.6199 gals.).
 EJ0513
 EJ0513.The modeled gravity was interpolated from observed gravity values.
 EJ0513
 EJ0513;                    North         East    Units  Estimated Accuracy
 EJ0513;SPC AR S     -   597,410.      383,030.      MT  (+/- 180 meters Scaled)
 EJ0513
 EJ0513                          SUPERSEDED SURVEY CONTROL
 EJ0513
 EJ0513  NGVD 29 (??/??/92)   93.934  (m)          308.18   (f) ADJ UNCH    1 2
 EJ0513
 EJ0513.Superseded values are not recommended for survey control.
 EJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0513.See file dsdata.txt to determine how the superseded data were derived.
 EJ0513
 EJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU748119(NAD 83)
 EJ0513_MARKER: Z = SEE DESCRIPTION
 EJ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0513+STABILITY: SURFACE MOTION
 EJ0513
 EJ0513  HISTORY     - Date     Condition        Report By
 EJ0513  HISTORY     - UNK      MONUMENTED       CGS
 EJ0513  HISTORY     - 1940     GOOD             NGS
 EJ0513  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0513
 EJ0513                          STATION DESCRIPTION
 EJ0513
 EJ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0513'IN REDFIELD.
 EJ0513'AT REDFIELD, JEFFERSON COUNTY, 125 YARDS NORTHWEST ACROSS THE TRACK
 EJ0513'FROM THE MISSOURI PACIFIC RAILROAD STATION, 75 YARDS NORTHWEST OF A
 EJ0513'ROAD CROSSING NORTHWEST OF THE STATION, 150 FEET SOUTHEAST OF A WOODEN
 EJ0513'OVERPASS, NEAR THE SITE OF A DESTROYED STORE BUILDING, 9.5 FEET
 EJ0513'NORTHWEST OF A CONCRETE SLAB, 27 YARDS SOUTHWEST OF A RIGHT-OF-WAY
 EJ0513'FENCE, IN A FENCE LINE, AND 4.2 FEET SOUTHEAST OF A WHITE WOODEN
 EJ0513'WITNESS POST.  THE BOTTOM OF A SQUARE HOLE, CUT IN THE TOP OF A
 EJ0513'GRANITE POST PROJECTING 8 INCHES ABOVE GROUND.
 EJ0513
 EJ0513                          STATION RECOVERY (1984)
 EJ0513
 EJ0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0513'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0054 ***********************************************************************
 FG0054  DESIGNATION -  D 1
 FG0054  PID         -  FG0054
 FG0054  STATE/COUNTY-  AR/VAN BUREN
 FG0054  USGS QUAD   -  CLINTON (1981)
 FG0054
 FG0054                         *CURRENT SURVEY CONTROL
 FG0054  ___________________________________________________________________
 FG0054* NAD 83(1986)-  35 35 34.     (N)    092 27 29.     (W)     SCALED    
 FG0054* NAVD 88     -       154.101  (meters)     505.58   (feet)  ADJUSTED  
 FG0054  ___________________________________________________________________
 FG0054  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0054  DYNAMIC HT  -         153.961 (meters)     505.12  (feet)  COMP
 FG0054  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FG0054
 FG0054  VERT ORDER  -  SECOND    CLASS 0
 FG0054
 FG0054.The horizontal coordinates were scaled from a topographic map and have
 FG0054.an estimated accuracy of +/- 6 seconds.
 FG0054
 FG0054.The orthometric height was determined by differential leveling
 FG0054.and adjusted by the National Geodetic Survey in June 1991..
 FG0054.WARNING-Repeat measurements at this control monument indicate possible
 FG0054.vertical movement.
 FG0054
 FG0054.The geoid height was determined by GEOID03.
 FG0054
 FG0054.The dynamic height is computed by dividing the NAVD 88
 FG0054.geopotential number by the normal gravity value computed on the
 FG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0054.degrees latitude (g = 980.6199 gals.).
 FG0054
 FG0054.The modeled gravity was interpolated from observed gravity values.
 FG0054
 FG0054;                    North         East    Units  Estimated Accuracy
 FG0054;SPC AR N     -   139,820.      358,490.      MT  (+/- 180 meters Scaled)
 FG0054
 FG0054                          SUPERSEDED SURVEY CONTROL
 FG0054
 FG0054  NGVD 29 (??/??/92)  154.025  (m)          505.33   (f) ADJ UNCH    2 0
 FG0054
 FG0054.Superseded values are not recommended for survey control.
 FG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0054.See file dsdata.txt to determine how the superseded data were derived.
 FG0054
 FG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV490389(NAD 83)
 FG0054_MARKER: DB = BENCH MARK DISK
 FG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0054_STAMPING: D-1 1934
 FG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0054+STABILITY: SURFACE MOTION
 FG0054
 FG0054  HISTORY     - Date     Condition        Report By
 FG0054  HISTORY     - 1934     MONUMENTED       CGS
 FG0054  HISTORY     - 1939     GOOD             NGS
 FG0054
 FG0054                          STATION DESCRIPTION
 FG0054
 FG0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0054'IN CLINTON.
 FG0054'AT CORNER OF MAIN AND GRIGG STREETS.  90.1 FEET NORTH OF NORTHEAST
 FG0054'CORNER OF VAN BUREN COUNTY COURTHOUSE.  3.7 FEET EAST OF SOUTHEAST
 FG0054'CORNER OF VAN BUREN COUNTY BANK.  1.0 FOOT BELOW CONCRETE SIDEWALK.
 FG0054'0.6 FOOT EAST OF SIDEWALK.  STANDARD DISK SET IN PRECAST CONCRETE
 FG0054'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0028 ***********************************************************************
 EJ0028  DESIGNATION -  D 10
 EJ0028  PID         -  EJ0028
 EJ0028  STATE/COUNTY-  AR/LONOKE
 EJ0028  USGS QUAD   -  CABOT (1987)
 EJ0028
 EJ0028                         *CURRENT SURVEY CONTROL
 EJ0028  ___________________________________________________________________
 EJ0028* NAD 83(1986)-  34 55 47.     (N)    092 02 57.     (W)     SCALED    
 EJ0028* NAVD 88     -        79.484  (meters)     260.77   (feet)  ADJUSTED  
 EJ0028  ___________________________________________________________________
 EJ0028  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EJ0028  DYNAMIC HT  -          79.411 (meters)     260.53  (feet)  COMP
 EJ0028  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 EJ0028
 EJ0028  VERT ORDER  -  FIRST     CLASS II
 EJ0028
 EJ0028.The horizontal coordinates were scaled from a topographic map and have
 EJ0028.an estimated accuracy of +/- 6 seconds.
 EJ0028
 EJ0028.The orthometric height was determined by differential leveling
 EJ0028.and adjusted by the National Geodetic Survey in June 1991..
 EJ0028
 EJ0028.The geoid height was determined by GEOID03.
 EJ0028
 EJ0028.The dynamic height is computed by dividing the NAVD 88
 EJ0028.geopotential number by the normal gravity value computed on the
 EJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0028.degrees latitude (g = 980.6199 gals.).
 EJ0028
 EJ0028.The modeled gravity was interpolated from observed gravity values.
 EJ0028
 EJ0028;                    North         East    Units  Estimated Accuracy
 EJ0028;SPC AR S     -   651,010.      395,510.      MT  (+/- 180 meters Scaled)
 EJ0028
 EJ0028                          SUPERSEDED SURVEY CONTROL
 EJ0028
 EJ0028  NGVD 29 (??/??/92)   79.492  (m)          260.80   (f) ADJ UNCH    1 2
 EJ0028
 EJ0028.Superseded values are not recommended for survey control.
 EJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0028.See file dsdata.txt to determine how the superseded data were derived.
 EJ0028
 EJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU868656(NAD 83)
 EJ0028_MARKER: DB = BENCH MARK DISK
 EJ0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0028_SP_SET: FOUNDATION
 EJ0028_STAMPING: D 10 1931 260.800
 EJ0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0028
 EJ0028  HISTORY     - Date     Condition        Report By
 EJ0028  HISTORY     - 1931     MONUMENTED       CGS
 EJ0028  HISTORY     - 1955     GOOD             NGS
 EJ0028  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0028  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0028
 EJ0028                          STATION DESCRIPTION
 EJ0028
 EJ0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0028'3.5 MI SW FROM CABOT.
 EJ0028'3.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0028'STATION AT CABOT, LONOKE COUNTY, 0.5 MILE NORTHEAST OF HOLLAND, AT
 EJ0028'POLE 326/22, AT SIGNAL 3264 L, AND IN THE SOUTHWEST CORNER OF THE
 EJ0028'CONCRETE FOUNDATION.
 EJ0028
 EJ0028                          STATION RECOVERY (1960)
 EJ0028
 EJ0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0028'MARK NOT FOUND.
 EJ0028
 EJ0028                          STATION RECOVERY (1984)
 EJ0028
 EJ0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0791 ***********************************************************************
 EJ0791  DESIGNATION -  D 101
 EJ0791  PID         -  EJ0791
 EJ0791  STATE/COUNTY-  AR/PERRY
 EJ0791  USGS QUAD   -  APLIN (1984)
 EJ0791
 EJ0791                         *CURRENT SURVEY CONTROL
 EJ0791  ___________________________________________________________________
 EJ0791* NAD 83(1986)-  34 53 28.     (N)    092 53 18.     (W)     SCALED    
 EJ0791* NAVD 88     -       267.626  (meters)     878.04   (feet)  ADJUSTED  
 EJ0791  ___________________________________________________________________
 EJ0791  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 EJ0791  DYNAMIC HT  -         267.361 (meters)     877.17  (feet)  COMP
 EJ0791  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 EJ0791
 EJ0791  VERT ORDER  -  SECOND    CLASS 0
 EJ0791
 EJ0791.The horizontal coordinates were scaled from a topographic map and have
 EJ0791.an estimated accuracy of +/- 6 seconds.
 EJ0791
 EJ0791.The orthometric height was determined by differential leveling
 EJ0791.and adjusted by the National Geodetic Survey in June 1991..
 EJ0791
 EJ0791.The geoid height was determined by GEOID03.
 EJ0791
 EJ0791.The dynamic height is computed by dividing the NAVD 88
 EJ0791.geopotential number by the normal gravity value computed on the
 EJ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0791.degrees latitude (g = 980.6199 gals.).
 EJ0791
 EJ0791.The modeled gravity was interpolated from observed gravity values.
 EJ0791
 EJ0791;                    North         East    Units  Estimated Accuracy
 EJ0791;SPC AR N     -    62,250.      318,800.      MT  (+/- 180 meters Scaled)
 EJ0791
 EJ0791                          SUPERSEDED SURVEY CONTROL
 EJ0791
 EJ0791  NGVD 29 (??/??/92)  267.632  (m)          878.06   (f) ADJ UNCH    2 0
 EJ0791
 EJ0791.Superseded values are not recommended for survey control.
 EJ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0791.See file dsdata.txt to determine how the superseded data were derived.
 EJ0791
 EJ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU102609(NAD 83)
 EJ0791_MARKER: DB = BENCH MARK DISK
 EJ0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0791_SP_SET: MONUMENT
 EJ0791_STAMPING: D-101 1935
 EJ0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0791
 EJ0791  HISTORY     - Date     Condition        Report By
 EJ0791  HISTORY     - 1935     MONUMENTED       CGS
 EJ0791  HISTORY     - 1939     GOOD             NGS
 EJ0791  HISTORY     - 1968     GOOD             USE
 EJ0791
 EJ0791                          STATION DESCRIPTION
 EJ0791
 EJ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0791'7.7 MI SW FROM THORNBURG.
 EJ0791'3 MILES SOUTH AND 4.7 MILES WEST OF-- IN SOUTHWEST QUARTER OF SECTION
 EJ0791'23, TOWNSHIP 3 NORTH RANGE 18 WEST.  TO REACH D-101 FROM THE CHURCH
 EJ0791'AND CEMETERY IN THORNBURG, ARKANSAS, WHICH IS 0.1 MILE WEST OF STATE
 EJ0791'HIGHWAY NO. 9 AND 10, TAKE THE NATIONAL FOREST MAINTAINED ROAD NO. 86
 EJ0791'(KNOWN AS THE HOLLIS-THORNBURG ROAD) IN A SOUTHWESTERLY DIRECTION FOR
 EJ0791'1.4 MILES TO FORK OF NATIONAL FOREST MAINTAINED ROADS NOS. 86 AND
 EJ0791'210-2, THEN LEFT ON ROAD NO. 86 FOR 2.5 MILES TO A FORK IN THE ROAD,
 EJ0791'TAKE RIGHT FORK AND GO SOUTHWESTERLY ON ROAD NO. 86 FOR 1.9 MILES TO
 EJ0791'THE SUMMIT OF A SMALL HILL AND THE MARK.  MARK IS LOCATED 0.3 MILE
 EJ0791'EAST OF A CONCRETE BRIDGE OVER MAUMELLE CREEK, 73 FEET EAST OF THE
 EJ0791'NORTH END OF A CONCRETE CULVERT UNDER ROAD, 150 FEET WEST OF THE NORTH
 EJ0791'END OF A CONCRETE CULVERT UNDER THE ROAD IN THE CENTER OF A DRAW, 21
 EJ0791'FEET NORTH OF THE CENTERLINE OF THE ROAD AT THE SUMMIT OF A SMALL
 EJ0791'HILL, AND 9.5 FEET SOUTHWEST OF A 14 INCH PINE TREE.  A USC AND GS
 EJ0791'CONCRETE MONUMENT WITH STANDARD DISK STAMPED D-101 1935, AND
 EJ0791'PROTRUDING 4 INCHES ABOVE THE GROUND.
 EJ0791
 EJ0791                          STATION RECOVERY (1968)
 EJ0791
 EJ0791'RECOVERY NOTE BY US ENGINEERS 1968
 EJ0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0831 ***********************************************************************
 EJ0831  DESIGNATION -  D 103
 EJ0831  PID         -  EJ0831
 EJ0831  STATE/COUNTY-  AR/PERRY
 EJ0831  USGS QUAD   -  APLIN (1984)
 EJ0831
 EJ0831                         *CURRENT SURVEY CONTROL
 EJ0831  ___________________________________________________________________
 EJ0831* NAD 83(1986)-  34 55 56.     (N)    092 59 01.     (W)     SCALED    
 EJ0831* NAVD 88     -       123.815  (meters)     406.22   (feet)  ADJUSTED  
 EJ0831  ___________________________________________________________________
 EJ0831  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 EJ0831  DYNAMIC HT  -         123.695 (meters)     405.82  (feet)  COMP
 EJ0831  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 EJ0831
 EJ0831  VERT ORDER  -  SECOND    CLASS 0
 EJ0831
 EJ0831.The horizontal coordinates were scaled from a topographic map and have
 EJ0831.an estimated accuracy of +/- 6 seconds.
 EJ0831
 EJ0831.The orthometric height was determined by differential leveling
 EJ0831.and adjusted by the National Geodetic Survey in June 1991..
 EJ0831
 EJ0831.The geoid height was determined by GEOID03.
 EJ0831
 EJ0831.The dynamic height is computed by dividing the NAVD 88
 EJ0831.geopotential number by the normal gravity value computed on the
 EJ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0831.degrees latitude (g = 980.6199 gals.).
 EJ0831
 EJ0831.The modeled gravity was interpolated from observed gravity values.
 EJ0831
 EJ0831;                    North         East    Units  Estimated Accuracy
 EJ0831;SPC AR N     -    66,890.      310,140.      MT  (+/- 180 meters Scaled)
 EJ0831
 EJ0831                          SUPERSEDED SURVEY CONTROL
 EJ0831
 EJ0831  NGVD 29 (??/??/92)  123.811  (m)          406.20   (f) ADJ UNCH    2 0
 EJ0831
 EJ0831.Superseded values are not recommended for survey control.
 EJ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0831.See file dsdata.txt to determine how the superseded data were derived.
 EJ0831
 EJ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU014655(NAD 83)
 EJ0831_MARKER: DB = BENCH MARK DISK
 EJ0831_SETTING: 80 = SET IN A BOULDER
 EJ0831_STAMPING: D-103 1935
 EJ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0831+STABILITY: SURFACE MOTION
 EJ0831
 EJ0831  HISTORY     - Date     Condition        Report By
 EJ0831  HISTORY     - 1935     MONUMENTED       CGS
 EJ0831  HISTORY     - 1968     GOOD             USE
 EJ0831
 EJ0831                          STATION DESCRIPTION
 EJ0831
 EJ0831'DESCRIBED BY US ENGINEERS 1968
 EJ0831'2.8 MI S FROM APLIN.
 EJ0831'2.8 MILES SOUTH OF-- IN THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 3
 EJ0831'NORTH, RANGE 19 WEST.  TO REACH D-103 FROM THE INTERSECTION OF STATE
 EJ0831'HIGHWAY NOS. 155 AND 60 IN APLIN, ARKANSAS, TAKE STATE HIGHWAY NO. 155
 EJ0831'SOUTH FOR 2.7 MILES TO END OF STATE HIGHWAY NO. 155 AT INTERSECTION OF
 EJ0831'EAST-WEST-AND-SOUTH GRAVEL COUNTY ROADS, THEN STRAIGHT (SOUTH) FROM
 EJ0831'INTERSECTION FOR 0.15 MILE TO MARK ON THE LEFT. MARK IS 65 FEET EAST
 EJ0831'OF THE CENTERLINE OF THE ROAD ON TOP OF A RIDGE WITH AN OUTCROP OF
 EJ0831'SANDSTONE BOULDERS, AND 6.5 FEET SOUTHEAST OF A YELLOW STEEL FENCE
 EJ0831'POST.  A USC AND GS STANDARD DISK SET IN THE TOP OF AN 8 FEET BY 4
 EJ0831'FEET BY 1 1/2 FOOT BOULDER AND STAMPED D-103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1008 ***********************************************************************
 EJ1008  DESIGNATION -  D 104
 EJ1008  PID         -  EJ1008
 EJ1008  STATE/COUNTY-  AR/GARLAND
 EJ1008  USGS QUAD   -  JESSIEVILLE (1976)
 EJ1008
 EJ1008                         *CURRENT SURVEY CONTROL
 EJ1008  ___________________________________________________________________
 EJ1008* NAD 83(1986)-  34 42 47.     (N)    093 02 04.     (W)     SCALED    
 EJ1008* NAVD 88     -       194.508  (meters)     638.15   (feet)  ADJUSTED  
 EJ1008  ___________________________________________________________________
 EJ1008  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EJ1008  DYNAMIC HT  -         194.316 (meters)     637.52  (feet)  COMP
 EJ1008  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 EJ1008
 EJ1008  VERT ORDER  -  SECOND    CLASS 0
 EJ1008
 EJ1008.The horizontal coordinates were scaled from a topographic map and have
 EJ1008.an estimated accuracy of +/- 6 seconds.
 EJ1008
 EJ1008.The orthometric height was determined by differential leveling
 EJ1008.and adjusted by the National Geodetic Survey in June 1991..
 EJ1008
 EJ1008.The geoid height was determined by GEOID03.
 EJ1008
 EJ1008.The dynamic height is computed by dividing the NAVD 88
 EJ1008.geopotential number by the normal gravity value computed on the
 EJ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1008.degrees latitude (g = 980.6199 gals.).
 EJ1008
 EJ1008.The modeled gravity was interpolated from observed gravity values.
 EJ1008
 EJ1008;                    North         East    Units  Estimated Accuracy
 EJ1008;SPC AR S     -   627,460.      305,240.      MT  (+/- 180 meters Scaled)
 EJ1008
 EJ1008                          SUPERSEDED SURVEY CONTROL
 EJ1008
 EJ1008  NGVD 29 (??/??/92)  194.500  (m)          638.12   (f) ADJ UNCH    2 0
 EJ1008
 EJ1008.Superseded values are not recommended for survey control.
 EJ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1008.See file dsdata.txt to determine how the superseded data were derived.
 EJ1008
 EJ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU968412(NAD 83)
 EJ1008_MARKER: DB = BENCH MARK DISK
 EJ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1008_STAMPING: D 104 1935
 EJ1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1008+STABILITY: SURFACE MOTION
 EJ1008
 EJ1008  HISTORY     - Date     Condition        Report By
 EJ1008  HISTORY     - 1935     MONUMENTED       CGS
 EJ1008  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1008
 EJ1008                          STATION DESCRIPTION
 EJ1008
 EJ1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1008'2.1 MI NE FROM JESSIEVILLE.
 EJ1008'2.1 MILES NORTHEAST ALONG THE BEAUDRY ROAD FROM THE INTERSECTION OF
 EJ1008'STATE HIGHWAY 7 AT JESSIEVILLE, GARLAND COUNTY, 150 FEET SOUTH OF THE
 EJ1008'A.F.NEWKIRK HOUSE, 135 FEET SOUTH OF THE NEWKIRK STORE, 27.4 FEET
 EJ1008'SOUTH OF TWO GASOLINE PUMPS, 15 FEET EAST OF THE CENTER LINE OF THE
 EJ1008'ROAD, AND 1.5 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED D 104
 EJ1008'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1008
 EJ1008                          STATION RECOVERY (1998)
 EJ1008
 EJ1008'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1025 ***********************************************************************
 EJ1025  DESIGNATION -  D 105
 EJ1025  PID         -  EJ1025
 EJ1025  STATE/COUNTY-  AR/GARLAND
 EJ1025  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1025
 EJ1025                         *CURRENT SURVEY CONTROL
 EJ1025  ___________________________________________________________________
 EJ1025* NAD 83(1986)-  34 36 47.     (N)    093 16 23.     (W)     SCALED    
 EJ1025* NAVD 88     -       166.409  (meters)     545.96   (feet)  ADJUSTED  
 EJ1025  ___________________________________________________________________
 EJ1025  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EJ1025  DYNAMIC HT  -         166.246 (meters)     545.43  (feet)  COMP
 EJ1025  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 EJ1025
 EJ1025  VERT ORDER  -  SECOND    CLASS 0
 EJ1025
 EJ1025.The horizontal coordinates were scaled from a topographic map and have
 EJ1025.an estimated accuracy of +/- 6 seconds.
 EJ1025
 EJ1025.The orthometric height was determined by differential leveling
 EJ1025.and adjusted by the National Geodetic Survey in June 1991..
 EJ1025
 EJ1025.The geoid height was determined by GEOID03.
 EJ1025
 EJ1025.The dynamic height is computed by dividing the NAVD 88
 EJ1025.geopotential number by the normal gravity value computed on the
 EJ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1025.degrees latitude (g = 980.6199 gals.).
 EJ1025
 EJ1025.The modeled gravity was interpolated from observed gravity values.
 EJ1025
 EJ1025;                    North         East    Units  Estimated Accuracy
 EJ1025;SPC AR S     -   616,610.      283,250.      MT  (+/- 180 meters Scaled)
 EJ1025
 EJ1025                          SUPERSEDED SURVEY CONTROL
 EJ1025
 EJ1025  NGVD 29 (??/??/92)  166.381  (m)          545.87   (f) ADJ UNCH    2 0
 EJ1025
 EJ1025.Superseded values are not recommended for survey control.
 EJ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1025.See file dsdata.txt to determine how the superseded data were derived.
 EJ1025
 EJ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU749301(NAD 83)
 EJ1025_MARKER: DB = BENCH MARK DISK
 EJ1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1025_STAMPING: D 105 1935
 EJ1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1025+STABILITY: SURFACE MOTION
 EJ1025
 EJ1025  HISTORY     - Date     Condition        Report By
 EJ1025  HISTORY     - 1935     MONUMENTED       CGS
 EJ1025  HISTORY     - 1939     GOOD             NGS
 EJ1025
 EJ1025                          STATION DESCRIPTION
 EJ1025
 EJ1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1025'IN BLAKELY CAMP.
 EJ1025'AT THE 1935 LOCATION OF BLAKELY CAMP, GARLAND COUNTY, AT THE
 EJ1025'INTERSECTION OF THE LITTLE BLAKELY CREEK ROAD AND THE MOUNTAIN PINE
 EJ1025'ROAD, 200 FEET NORTHWEST OF THE CROSSING OF THE MOUNTAIN PINE ROAD AND
 EJ1025'A RAILROAD, 66 FEET WEST OF THE CENTER LINE OF THE MOUNTAIN PINE ROAD,
 EJ1025'AND 26.5 FEET SOUTH OF THE CENTER LINE OF THE LITTLE BLAKELY CREEK
 EJ1025'ROAD. A STANDARD DISK, STAMPED D 105 1935 AND SET IN THE TOP OF A
 EJ1025'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1025 ***********************************************************************
 FG1025  DESIGNATION -  D 106
 FG1025  PID         -  FG1025
 FG1025  STATE/COUNTY-  AR/POPE
 FG1025  USGS QUAD   -  DOVER (1993)
 FG1025
 FG1025                         *CURRENT SURVEY CONTROL
 FG1025  ___________________________________________________________________
 FG1025* NAD 83(1986)-  35 26 55.     (N)    093 02 43.     (W)     SCALED    
 FG1025* NAVD 88     -       151.145  (meters)     495.88   (feet)  ADJUSTED  
 FG1025  ___________________________________________________________________
 FG1025  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FG1025  DYNAMIC HT  -         151.003 (meters)     495.42  (feet)  COMP
 FG1025  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FG1025
 FG1025  VERT ORDER  -  SECOND    CLASS 0
 FG1025
 FG1025.The horizontal coordinates were scaled from a topographic map and have
 FG1025.an estimated accuracy of +/- 6 seconds.
 FG1025
 FG1025.The orthometric height was determined by differential leveling
 FG1025.and adjusted by the National Geodetic Survey in June 1991..
 FG1025
 FG1025.The geoid height was determined by GEOID03.
 FG1025
 FG1025.The dynamic height is computed by dividing the NAVD 88
 FG1025.geopotential number by the normal gravity value computed on the
 FG1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1025.degrees latitude (g = 980.6199 gals.).
 FG1025
 FG1025.The modeled gravity was interpolated from observed gravity values.
 FG1025
 FG1025;                    North         East    Units  Estimated Accuracy
 FG1025;SPC AR N     -   124,230.      305,110.      MT  (+/- 180 meters Scaled)
 FG1025
 FG1025                          SUPERSEDED SURVEY CONTROL
 FG1025
 FG1025  NGVD 29 (??/??/92)  151.106  (m)          495.75   (f) ADJ UNCH    2 0
 FG1025
 FG1025.Superseded values are not recommended for survey control.
 FG1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1025.See file dsdata.txt to determine how the superseded data were derived.
 FG1025
 FG1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV958227(NAD 83)
 FG1025_MARKER: DB = BENCH MARK DISK
 FG1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1025_STAMPING: D 106 1935
 FG1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1025+STABILITY: SURFACE MOTION
 FG1025
 FG1025  HISTORY     - Date     Condition        Report By
 FG1025  HISTORY     - 1935     MONUMENTED       CGS
 FG1025  HISTORY     - 1950     GOOD             NGS
 FG1025  HISTORY     - 1989     GOOD             USPSQD
 FG1025  HISTORY     - 1990     POOR             USPSQD
 FG1025  HISTORY     - 20060125 MARK NOT FOUND   ARHD
 FG1025
 FG1025                          STATION DESCRIPTION
 FG1025
 FG1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FG1025'IN SCOTTSVILLE.
 FG1025'AT SCOTTSVILLE, POPE COUNTY, 200 FEET SOUTH OF THE SOUTHEAST CORNER OF
 FG1025'THE CHURCH, 68 FEET EAST OF THE EAST WALL OF THE S. E. RENFRO STORE,
 FG1025'56 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 27, 58 FEET SOUTHWEST
 FG1025'OF A STONE CHIMNEY, 37 FEET EAST OF THE CENTERLINE OF A CROSS ROAD, 25
 FG1025'FEET NORTH OF A SOUTHWEST FENCE CORNER, AND 1 1/2 FEET WEST OF A
 FG1025'FENCE.  A STANDARD DISK, STAMPED D 106 1935 AND SET IN THE TOP OF A
 FG1025'CONCRETE POST.
 FG1025
 FG1025                          STATION RECOVERY (1989)
 FG1025
 FG1025'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1025'RECOVERED IN GOOD CONDITION.
 FG1025
 FG1025                          STATION RECOVERY (1990)
 FG1025
 FG1025'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 FG1025'MARK RECOVERED IN POOR CONDITION.
 FG1025
 FG1025                          STATION RECOVERY (2006)
 FG1025
 FG1025'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MDP)
 FG1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0799 ***********************************************************************
 FG0799  DESIGNATION -  D 107
 FG0799  PID         -  FG0799
 FG0799  STATE/COUNTY-  AR/NEWTON
 FG0799  USGS QUAD   -  MURRAY (1968)
 FG0799
 FG0799                         *CURRENT SURVEY CONTROL
 FG0799  ___________________________________________________________________
 FG0799* NAD 83(1986)-  35 56 15.     (N)    093 18 25.     (W)     SCALED    
 FG0799* NAVD 88     -       315.554  (meters)    1035.28   (feet)  ADJUSTED  
 FG0799  ___________________________________________________________________
 FG0799  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0799  DYNAMIC HT  -         315.262 (meters)    1034.32  (feet)  COMP
 FG0799  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FG0799
 FG0799  VERT ORDER  -  SECOND    CLASS 0
 FG0799
 FG0799.The horizontal coordinates were scaled from a topographic map and have
 FG0799.an estimated accuracy of +/- 6 seconds.
 FG0799
 FG0799.The orthometric height was determined by differential leveling
 FG0799.and adjusted by the National Geodetic Survey in June 1991..
 FG0799
 FG0799.The geoid height was determined by GEOID03.
 FG0799
 FG0799.The dynamic height is computed by dividing the NAVD 88
 FG0799.geopotential number by the normal gravity value computed on the
 FG0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0799.degrees latitude (g = 980.6199 gals.).
 FG0799
 FG0799.The modeled gravity was interpolated from observed gravity values.
 FG0799
 FG0799;                    North         East    Units  Estimated Accuracy
 FG0799;SPC AR N     -   178,750.      282,080.      MT  (+/- 180 meters Scaled)
 FG0799
 FG0799                          SUPERSEDED SURVEY CONTROL
 FG0799
 FG0799  NGVD 29 (??/??/92)  315.468  (m)         1035.00   (f) ADJ UNCH    2 0
 FG0799
 FG0799.Superseded values are not recommended for survey control.
 FG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0799.See file dsdata.txt to determine how the superseded data were derived.
 FG0799
 FG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV723770(NAD 83)
 FG0799_MARKER: DB = BENCH MARK DISK
 FG0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0799_STAMPING: D 107 1935
 FG0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0799+STABILITY: SURFACE MOTION
 FG0799
 FG0799  HISTORY     - Date     Condition        Report By
 FG0799  HISTORY     - 1935     MONUMENTED       CGS
 FG0799
 FG0799                          STATION DESCRIPTION
 FG0799
 FG0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0799'5.2 MI SW FROM PARTHENON.
 FG0799'5.2 MILES SOUTHWEST ALONG SWAIN ROAD FROM THE POST OFFICE AT
 FG0799'PARTHENON, NEWTON COUNTY, 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FG0799'THE WILL NICHOLS FARMHOUSE, 21 FEET EAST OF THE CENTERLINE OF THE
 FG0799'ROAD, 6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 3 1/2 FEET
 FG0799'SOUTH OF A NORTHWEST FENCE CORNER, AND 1 FOOT WEST OF A FENCE.  A
 FG0799'STANDARD DISK, STAMPED D 107 1935 AND SET IN THE TOP OF A CONCRETE
 FG0799'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2209 ***********************************************************************
 EH2209  DESIGNATION -  D 109
 EH2209  PID         -  EH2209
 EH2209  STATE/COUNTY-  AR/PRAIRIE
 EH2209  USGS QUAD   -  HAZEN (1994)
 EH2209
 EH2209                         *CURRENT SURVEY CONTROL
 EH2209  ___________________________________________________________________
 EH2209* NAD 83(1986)-  34 46 46.     (N)    091 33 01.     (W)     SCALED    
 EH2209* NAVD 88     -        69.338  (meters)     227.49   (feet)  ADJUSTED  
 EH2209  ___________________________________________________________________
 EH2209  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2209  DYNAMIC HT  -          69.272 (meters)     227.27  (feet)  COMP
 EH2209  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 EH2209
 EH2209  VERT ORDER  -  FIRST     CLASS II
 EH2209
 EH2209.The horizontal coordinates were scaled from a topographic map and have
 EH2209.an estimated accuracy of +/- 6 seconds.
 EH2209
 EH2209.The orthometric height was determined by differential leveling
 EH2209.and adjusted by the National Geodetic Survey in June 1991..
 EH2209
 EH2209.The geoid height was determined by GEOID03.
 EH2209
 EH2209.The dynamic height is computed by dividing the NAVD 88
 EH2209.geopotential number by the normal gravity value computed on the
 EH2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2209.degrees latitude (g = 980.6199 gals.).
 EH2209
 EH2209.The modeled gravity was interpolated from observed gravity values.
 EH2209
 EH2209;                    North         East    Units  Estimated Accuracy
 EH2209;SPC AR S     -   634,430.      441,160.      MT  (+/- 180 meters Scaled)
 EH2209
 EH2209                          SUPERSEDED SURVEY CONTROL
 EH2209
 EH2209  NGVD 29 (??/??/??)   69.341  (m)          227.50   (f) ADJUSTED    1 2
 EH2209
 EH2209.Superseded values are not recommended for survey control.
 EH2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2209.See file dsdata.txt to determine how the superseded data were derived.
 EH2209
 EH2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU326495(NAD 83)
 EH2209_MARKER: DB = BENCH MARK DISK
 EH2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2209_STAMPING: D 109 1954
 EH2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2209+STABILITY: SURFACE MOTION
 EH2209
 EH2209  HISTORY     - Date     Condition        Report By
 EH2209  HISTORY     - 1954     MONUMENTED       CGS
 EH2209  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH2209
 EH2209                          STATION DESCRIPTION
 EH2209
 EH2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2209'1.7 MI E FROM HAZEN.
 EH2209'1.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2209'FROM THE STATION AT HAZEN, 237 FEET SOUTH OF THE SOUTH RAIL, 140 FEET
 EH2209'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 9.5 FEET NORTH OF THE
 EH2209'NORTH END OF A LARGE NEON SIGN, 2.6 FEET WEST OF A WITNESS POST, 0.1
 EH2209'MILE EAST OF THE NORTH END OF THE NORTH AND SOUTH RUNWAY OF THE
 EH2209'FOWLKES AIRPORT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 EH2209'FOOT ABOVE THE GROUND.
 EH2209
 EH2209                          STATION RECOVERY (2003)
 EH2209
 EH2209'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0612 ***********************************************************************
 EJ0612  DESIGNATION -  D 11
 EJ0612  PID         -  EJ0612
 EJ0612  STATE/COUNTY-  AR/JEFFERSON
 EJ0612  USGS QUAD   -  PINE BLUFF (1984)
 EJ0612
 EJ0612                         *CURRENT SURVEY CONTROL
 EJ0612  ___________________________________________________________________
 EJ0612* NAD 83(1986)-  34 09 39.     (N)    092 03 56.     (W)     SCALED    
 EJ0612* NAVD 88     -        85.204  (meters)     279.54   (feet)  ADJUSTED  
 EJ0612  ___________________________________________________________________
 EJ0612  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 EJ0612  DYNAMIC HT  -          85.122 (meters)     279.27  (feet)  COMP
 EJ0612  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 EJ0612
 EJ0612  VERT ORDER  -  SECOND    CLASS 0
 EJ0612
 EJ0612.The horizontal coordinates were scaled from a topographic map and have
 EJ0612.an estimated accuracy of +/- 6 seconds.
 EJ0612
 EJ0612.The orthometric height was determined by differential leveling
 EJ0612.and adjusted by the National Geodetic Survey in June 1991..
 EJ0612
 EJ0612.The geoid height was determined by GEOID03.
 EJ0612
 EJ0612.The dynamic height is computed by dividing the NAVD 88
 EJ0612.geopotential number by the normal gravity value computed on the
 EJ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0612.degrees latitude (g = 980.6199 gals.).
 EJ0612
 EJ0612.The modeled gravity was interpolated from observed gravity values.
 EJ0612
 EJ0612;                    North         East    Units  Estimated Accuracy
 EJ0612;SPC AR S     -   565,720.      393,960.      MT  (+/- 180 meters Scaled)
 EJ0612
 EJ0612                          SUPERSEDED SURVEY CONTROL
 EJ0612
 EJ0612  NGVD 29 (??/??/92)   85.285  (m)          279.81   (f) ADJ UNCH    2 0
 EJ0612
 EJ0612.Superseded values are not recommended for survey control.
 EJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0612.See file dsdata.txt to determine how the superseded data were derived.
 EJ0612
 EJ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT861803(NAD 83)
 EJ0612_MARKER: DB = BENCH MARK DISK
 EJ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0612_STAMPING: 279.796 D 11 1932
 EJ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0612+STABILITY: SURFACE MOTION
 EJ0612
 EJ0612  HISTORY     - Date     Condition        Report By
 EJ0612  HISTORY     - 1932     MONUMENTED       CGS
 EJ0612  HISTORY     - 1934     GOOD             NGS
 EJ0612  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0612
 EJ0612                          STATION DESCRIPTION
 EJ0612
 EJ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EJ0612'5.9 MI SW FROM PINE BLUFF.
 EJ0612'ABOUT 5.9 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EJ0612'FROM PINE BLUFF, JEFFERSON COUNTY, ABOUT 50 YARDS NORTH OF THE STATION
 EJ0612'AT SORRELLS, ABOUT 122 FEET NORTH OF MILEPOST 274, AT A ROAD CROSSING,
 EJ0612'26 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 28 FEET
 EJ0612'NORTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 EJ0612'279.796 D 11 1932 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0612
 EJ0612                          STATION RECOVERY (1934)
 EJ0612
 EJ0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0612'RECOVERED IN GOOD CONDITION.
 EJ0612
 EJ0612                          STATION RECOVERY (1984)
 EJ0612
 EJ0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1985 ***********************************************************************
 EH1985  DESIGNATION -  D 110
 EH1985  PID         -  EH1985
 EH1985  STATE/COUNTY-  AR/PRAIRIE
 EH1985  USGS QUAD   -  DES ARC WEST (1994)
 EH1985
 EH1985                         *CURRENT SURVEY CONTROL
 EH1985  ___________________________________________________________________
 EH1985* NAD 83(1986)-  34 53 38.     (N)    091 37 08.     (W)     SCALED    
 EH1985* NAVD 88     -        64.547  (meters)     211.77   (feet)  ADJUSTED  
 EH1985  ___________________________________________________________________
 EH1985  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH1985  DYNAMIC HT  -          64.486 (meters)     211.57  (feet)  COMP
 EH1985  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 EH1985
 EH1985  VERT ORDER  -  FIRST     CLASS II
 EH1985
 EH1985.The horizontal coordinates were scaled from a topographic map and have
 EH1985.an estimated accuracy of +/- 6 seconds.
 EH1985
 EH1985.The orthometric height was determined by differential leveling
 EH1985.and adjusted by the National Geodetic Survey in June 1991..
 EH1985
 EH1985.The geoid height was determined by GEOID03.
 EH1985
 EH1985.The dynamic height is computed by dividing the NAVD 88
 EH1985.geopotential number by the normal gravity value computed on the
 EH1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1985.degrees latitude (g = 980.6199 gals.).
 EH1985
 EH1985.The modeled gravity was interpolated from observed gravity values.
 EH1985
 EH1985;                    North         East    Units  Estimated Accuracy
 EH1985;SPC AR S     -   647,100.      434,840.      MT  (+/- 180 meters Scaled)
 EH1985
 EH1985                          SUPERSEDED SURVEY CONTROL
 EH1985
 EH1985  NGVD 29 (??/??/??)   64.553  (m)          211.79   (f) ADJUSTED    1 2
 EH1985
 EH1985.Superseded values are not recommended for survey control.
 EH1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1985.See file dsdata.txt to determine how the superseded data were derived.
 EH1985
 EH1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU261621(NAD 83)
 EH1985_MARKER: DB = BENCH MARK DISK
 EH1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1985_STAMPING: D 110 1954
 EH1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1985+STABILITY: SURFACE MOTION
 EH1985
 EH1985  HISTORY     - Date     Condition        Report By
 EH1985  HISTORY     - 1954     MONUMENTED       CGS
 EH1985  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1985
 EH1985                          STATION DESCRIPTION
 EH1985
 EH1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1985'14.9 MI NE FROM CARLISLE.
 EH1985'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1985'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 3.5 MILES NORTHEAST
 EH1985'ALONG A CRUSHED ROCK ROAD, THENCE 5.6 MILES EAST ALONG A GRADED DIRT
 EH1985'ROAD, 117 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 87 FEET WEST OF A
 EH1985'48 INCH OAK TREE, 21 FEET EAST OF A 36 INCH OAK TREE, 3 FEET SOUTHEAST
 EH1985'OF A WITNESS POST, 1.0 MILE WEST OF  BENCH MARK W C U (ARK. GEOD. S.),
 EH1985'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 EH1985'GROUND.
 EH1985
 EH1985                          STATION RECOVERY (2003)
 EH1985
 EH1985'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1890 ***********************************************************************
 EH1890  DESIGNATION -  D 111
 EH1890  PID         -  EH1890
 EH1890  STATE/COUNTY-  AR/LONOKE
 EH1890  USGS QUAD   -  WATTENSAW (1982)
 EH1890
 EH1890                         *CURRENT SURVEY CONTROL
 EH1890  ___________________________________________________________________
 EH1890* NAD 83(1986)-  34 58 31.     (N)    091 50 00.     (W)     SCALED    
 EH1890* NAVD 88     -        69.665  (meters)     228.56   (feet)  ADJUSTED  
 EH1890  ___________________________________________________________________
 EH1890  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EH1890  DYNAMIC HT  -          69.600 (meters)     228.35  (feet)  COMP
 EH1890  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 EH1890
 EH1890  VERT ORDER  -  FIRST     CLASS II
 EH1890
 EH1890.The horizontal coordinates were scaled from a topographic map and have
 EH1890.an estimated accuracy of +/- 6 seconds.
 EH1890
 EH1890.The orthometric height was determined by differential leveling
 EH1890.and adjusted by the National Geodetic Survey in June 1991..
 EH1890
 EH1890.The geoid height was determined by GEOID03.
 EH1890
 EH1890.The dynamic height is computed by dividing the NAVD 88
 EH1890.geopotential number by the normal gravity value computed on the
 EH1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1890.degrees latitude (g = 980.6199 gals.).
 EH1890
 EH1890.The modeled gravity was interpolated from observed gravity values.
 EH1890
 EH1890;                    North         East    Units  Estimated Accuracy
 EH1890;SPC AR S     -   656,080.      415,220.      MT  (+/- 180 meters Scaled)
 EH1890
 EH1890                          SUPERSEDED SURVEY CONTROL
 EH1890
 EH1890  NGVD 29 (??/??/??)   69.666  (m)          228.56   (f) ADJUSTED    1 2
 EH1890
 EH1890.Superseded values are not recommended for survey control.
 EH1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1890.See file dsdata.txt to determine how the superseded data were derived.
 EH1890
 EH1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU064709(NAD 83)
 EH1890_MARKER: DB = BENCH MARK DISK
 EH1890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1890_SP_SET: CULVERT
 EH1890_STAMPING: D 111 1955
 EH1890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1890
 EH1890  HISTORY     - Date     Condition        Report By
 EH1890  HISTORY     - 1955     MONUMENTED       CGS
 EH1890  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1890
 EH1890                          STATION DESCRIPTION
 EH1890
 EH1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1890'5.9 MI W FROM HICKORY PLAINS.
 EH1890'5.9 MILES WEST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH STATE
 EH1890'HIGHWAY 13 AT HICKORY PLAINS, 0.1 MILE EAST OF THE BUTLERVILLE CHURCH,
 EH1890'247 FEET WEST OF THE NORTHWEST CORNER OF THE CHANDLER GROCERY, 122
 EH1890'FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 26 FEET
 EH1890'SOUTHEAST OF A FENCE CORNER, 12 FEET NORTH OF THE CENTER LINE OF THE
 EH1890'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 EH1890'CONCRETE CULVERT.
 EH1890
 EH1890                          STATION RECOVERY (1976)
 EH1890
 EH1890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1602 ***********************************************************************
 EH1602  DESIGNATION -  D 112
 EH1602  PID         -  EH1602
 EH1602  STATE/COUNTY-  AR/LINCOLN
 EH1602  USGS QUAD   -  CADES (1975)
 EH1602
 EH1602                         *CURRENT SURVEY CONTROL
 EH1602  ___________________________________________________________________
 EH1602* NAD 83(1986)-  34 05 18.     (N)    091 34 20.     (W)     SCALED    
 EH1602* NAVD 88     -        54.709  (meters)     179.49   (feet)  ADJUSTED  
 EH1602  ___________________________________________________________________
 EH1602  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1602  DYNAMIC HT  -          54.655 (meters)     179.31  (feet)  COMP
 EH1602  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 EH1602
 EH1602  VERT ORDER  -  FIRST     CLASS II
 EH1602
 EH1602.The horizontal coordinates were scaled from a topographic map and have
 EH1602.an estimated accuracy of +/- 6 seconds.
 EH1602
 EH1602.The orthometric height was determined by differential leveling
 EH1602.and adjusted by the National Geodetic Survey in August 1993..
 EH1602
 EH1602.The geoid height was determined by GEOID03.
 EH1602
 EH1602.The dynamic height is computed by dividing the NAVD 88
 EH1602.geopotential number by the normal gravity value computed on the
 EH1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1602.degrees latitude (g = 980.6199 gals.).
 EH1602
 EH1602.The modeled gravity was interpolated from observed gravity values.
 EH1602
 EH1602;                    North         East    Units  Estimated Accuracy
 EH1602;SPC AR S     -   557,760.      439,480.      MT  (+/- 180 meters Scaled)
 EH1602
 EH1602                          SUPERSEDED SURVEY CONTROL
 EH1602
 EH1602  NAVD 88 (06/15/91)   54.734  (m)          179.57   (f) UNKNOWN     1 2
 EH1602  NGVD 29 (??/??/??)   54.791  (m)          179.76   (f) ADJUSTED    1 2
 EH1602
 EH1602.Superseded values are not recommended for survey control.
 EH1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1602.See file dsdata.txt to determine how the superseded data were derived.
 EH1602
 EH1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT317728(NAD 83)
 EH1602_MARKER: DB = BENCH MARK DISK
 EH1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1602_STAMPING: D 112 1954
 EH1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1602+STABILITY: SURFACE MOTION
 EH1602
 EH1602  HISTORY     - Date     Condition        Report By
 EH1602  HISTORY     - 1954     MONUMENTED       CGS
 EH1602
 EH1602                          STATION DESCRIPTION
 EH1602
 EH1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1602'6.0 MI NE FROM VARNER.
 EH1602'5.2 MILES NORTHEAST ALONG THE ARKANSAS STATE PRISON FARM ROAD FROM THE
 EH1602'MISSOURI PACIFIC RAILROAD STATION SIGN AT VARNER, THENCE 0.8 MILE
 EH1602'NORTHEAST ACROSS A PASTURE, AT THE NORTHWEST EDGE OF THE PASTURE, 14
 EH1602'FEET SOUTHEAST OF A 24 INCH TRIANGULAR BLAZED COTTONWOOD TREE, 2 FEET
 EH1602'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1602'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2359 ***********************************************************************
 EH2359  DESIGNATION -  D 114
 EH2359  PID         -  EH2359
 EH2359  STATE/COUNTY-  AR/PRAIRIE
 EH2359  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2359
 EH2359                         *CURRENT SURVEY CONTROL
 EH2359  ___________________________________________________________________
 EH2359* NAD 83(1986)-  34 36 39.     (N)    091 33 19.     (W)     SCALED    
 EH2359* NAVD 88     -        66.160  (meters)     217.06   (feet)  ADJUSTED  
 EH2359  ___________________________________________________________________
 EH2359  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EH2359  DYNAMIC HT  -          66.097 (meters)     216.85  (feet)  COMP
 EH2359  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 EH2359
 EH2359  VERT ORDER  -  FIRST     CLASS II
 EH2359
 EH2359.The horizontal coordinates were scaled from a topographic map and have
 EH2359.an estimated accuracy of +/- 6 seconds.
 EH2359
 EH2359.The orthometric height was determined by differential leveling
 EH2359.and adjusted by the National Geodetic Survey in June 1991..
 EH2359
 EH2359.The geoid height was determined by GEOID03.
 EH2359
 EH2359.The dynamic height is computed by dividing the NAVD 88
 EH2359.geopotential number by the normal gravity value computed on the
 EH2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2359.degrees latitude (g = 980.6199 gals.).
 EH2359
 EH2359.The modeled gravity was interpolated from observed gravity values.
 EH2359
 EH2359;                    North         East    Units  Estimated Accuracy
 EH2359;SPC AR S     -   615,730.      440,790.      MT  (+/- 180 meters Scaled)
 EH2359
 EH2359                          SUPERSEDED SURVEY CONTROL
 EH2359
 EH2359  NGVD 29 (??/??/??)   66.184  (m)          217.14   (f) ADJUSTED    1 2
 EH2359
 EH2359.Superseded values are not recommended for survey control.
 EH2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2359.See file dsdata.txt to determine how the superseded data were derived.
 EH2359
 EH2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324308(NAD 83)
 EH2359_MARKER: DB = BENCH MARK DISK
 EH2359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2359_SP_SET: CULVERT
 EH2359_STAMPING: D 114 1954
 EH2359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2359+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 EH2359
 EH2359  HISTORY     - Date     Condition        Report By
 EH2359  HISTORY     - 1954     MONUMENTED       CGS
 EH2359  HISTORY     - 20030612 GOOD             USACE
 EH2359
 EH2359                          STATION DESCRIPTION
 EH2359
 EH2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2359'3.5 MI S FROM SLOVAC.
 EH2359'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL
 EH2359'AT SLOVAC, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 11, 29 FEET EAST
 EH2359'OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTH OF THE CENTER LINE OF
 EH2359'AN EAST AND WEST ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE
 EH2359'NORTHEAST CONCRETE HEADWALL OF A PIPE CULVERT UNDER THE HIGHWAY, 1.0
 EH2359'MILE NORTH OF BENCH MARK Y 113.
 EH2359
 EH2359                          STATION RECOVERY (2003)
 EH2359
 EH2359'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1405 ***********************************************************************
 EH1405  DESIGNATION -  D 115
 EH1405  PID         -  EH1405
 EH1405  STATE/COUNTY-  AR/ARKANSAS
 EH1405  USGS QUAD   -  ALMYRA (1968)
 EH1405
 EH1405                         *CURRENT SURVEY CONTROL
 EH1405  ___________________________________________________________________
 EH1405* NAD 83(1986)-  34 25 00.     (N)    091 26 05.     (W)     SCALED    
 EH1405* NAVD 88     -        63.008  (meters)     206.72   (feet)  ADJUSTED  
 EH1405  ___________________________________________________________________
 EH1405  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH1405  DYNAMIC HT  -          62.948 (meters)     206.52  (feet)  COMP
 EH1405  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 EH1405
 EH1405  VERT ORDER  -  FIRST     CLASS II
 EH1405
 EH1405.The horizontal coordinates were scaled from a topographic map and have
 EH1405.an estimated accuracy of +/- 6 seconds.
 EH1405
 EH1405.The orthometric height was determined by differential leveling
 EH1405.and adjusted by the National Geodetic Survey in August 1993..
 EH1405
 EH1405.The geoid height was determined by GEOID03.
 EH1405
 EH1405.The dynamic height is computed by dividing the NAVD 88
 EH1405.geopotential number by the normal gravity value computed on the
 EH1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1405.degrees latitude (g = 980.6199 gals.).
 EH1405
 EH1405.The modeled gravity was interpolated from observed gravity values.
 EH1405
 EH1405;                    North         East    Units  Estimated Accuracy
 EH1405;SPC AR S     -   594,240.      451,960.      MT  (+/- 180 meters Scaled)
 EH1405
 EH1405                          SUPERSEDED SURVEY CONTROL
 EH1405
 EH1405  NAVD 88 (06/15/91)   63.060  (m)          206.89   (f) UNKNOWN     1 2
 EH1405  NGVD 29 (??/??/??)   63.064  (m)          206.90   (f) ADJUSTED    1 2
 EH1405
 EH1405.Superseded values are not recommended for survey control.
 EH1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1405.See file dsdata.txt to determine how the superseded data were derived.
 EH1405
 EH1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU438094(NAD 83)
 EH1405_MARKER: DB = BENCH MARK DISK
 EH1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1405_STAMPING: D 115 1954
 EH1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1405+STABILITY: SURFACE MOTION
 EH1405
 EH1405  HISTORY     - Date     Condition        Report By
 EH1405  HISTORY     - 1954     MONUMENTED       CGS
 EH1405  HISTORY     - 20030415 POOR             USACE
 EH1405  HISTORY     - 20030415 MARK NOT FOUND   USACE
 EH1405
 EH1405                          STATION DESCRIPTION
 EH1405
 EH1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1405'2.1 MI W FROM ALMYRA.
 EH1405'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1405'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 30, THENCE 1.0 MILE WEST
 EH1405'ALONG A GRAVELED ROAD, 136 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EH1405'FARMHOUSE, 42 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 EH1405'26 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 5 FEET
 EH1405'NORTH OF A TELEPHONE POLE, 1.4 FEET WEST OF A FENCE, SET IN THE TOP OF
 EH1405'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1405
 EH1405                          STATION RECOVERY (2003)
 EH1405
 EH1405'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1405'MARK RECOVERED IN POOR CONDITION.
 EH1405
 EH1405                          STATION RECOVERY (2003)
 EH1405
 EH1405'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1370 ***********************************************************************
 EH1370  DESIGNATION -  D 116
 EH1370  PID         -  EH1370
 EH1370  STATE/COUNTY-  AR/ARKANSAS
 EH1370  USGS QUAD   -  DE WITT SW (1968)
 EH1370
 EH1370                         *CURRENT SURVEY CONTROL
 EH1370  ___________________________________________________________________
 EH1370* NAD 83(1986)-  34 17 50.     (N)    091 28 14.     (W)     SCALED    
 EH1370* NAVD 88     -        56.935  (meters)     186.79   (feet)  ADJUSTED  
 EH1370  ___________________________________________________________________
 EH1370  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EH1370  DYNAMIC HT  -          56.880 (meters)     186.61  (feet)  COMP
 EH1370  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 EH1370
 EH1370  VERT ORDER  -  FIRST     CLASS II
 EH1370
 EH1370.The horizontal coordinates were scaled from a topographic map and have
 EH1370.an estimated accuracy of +/- 6 seconds.
 EH1370
 EH1370.The orthometric height was determined by differential leveling
 EH1370.and adjusted by the National Geodetic Survey in August 1993..
 EH1370
 EH1370.The geoid height was determined by GEOID03.
 EH1370
 EH1370.The dynamic height is computed by dividing the NAVD 88
 EH1370.geopotential number by the normal gravity value computed on the
 EH1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1370.degrees latitude (g = 980.6199 gals.).
 EH1370
 EH1370.The modeled gravity was interpolated from observed gravity values.
 EH1370
 EH1370;                    North         East    Units  Estimated Accuracy
 EH1370;SPC AR S     -   580,980.      448,740.      MT  (+/- 180 meters Scaled)
 EH1370
 EH1370                          SUPERSEDED SURVEY CONTROL
 EH1370
 EH1370  NAVD 88 (06/15/91)   56.992  (m)          186.98   (f) UNKNOWN     1 2
 EH1370  NGVD 29 (??/??/??)   57.007  (m)          187.03   (f) ADJUSTED    1 2
 EH1370
 EH1370.Superseded values are not recommended for survey control.
 EH1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1370.See file dsdata.txt to determine how the superseded data were derived.
 EH1370
 EH1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT407961(NAD 83)
 EH1370_MARKER: DB = BENCH MARK DISK
 EH1370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1370_SP_SET: ABUTMENT
 EH1370_STAMPING: D 116 1954
 EH1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1370+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 EH1370
 EH1370  HISTORY     - Date     Condition        Report By
 EH1370  HISTORY     - 1954     MONUMENTED       CGS
 EH1370  HISTORY     - 20030521 GOOD             USACE
 EH1370
 EH1370                          STATION DESCRIPTION
 EH1370
 EH1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1370'3.1 MI E FROM LODGE CORNER.
 EH1370'2.0 MILES EAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGE
 EH1370'CORNER, THENCE 1.1 MILES EAST ALONG STATE HIGHWAY 152, 0.1 MILE EAST
 EH1370'OF AN INTERSECTION WITH A NORTH AND SOUTH ROAD, 17 FEET NORTH OF THE
 EH1370'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 EH1370'WEST ABUTMENT OF A CONCRETE BRIDGE OVER A CREEK.
 EH1370
 EH1370                          STATION RECOVERY (2003)
 EH1370
 EH1370'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1316 ***********************************************************************
 EH1316  DESIGNATION -  D 117
 EH1316  PID         -  EH1316
 EH1316  STATE/COUNTY-  AR/ARKANSAS
 EH1316  USGS QUAD   -  TICHNOR (1972)
 EH1316
 EH1316                         *CURRENT SURVEY CONTROL
 EH1316  ___________________________________________________________________
 EH1316* NAD 83(1986)-  34 07 40.     (N)    091 22 20.     (W)     SCALED    
 EH1316* NAVD 88     -        57.625  (meters)     189.06   (feet)  ADJUSTED  
 EH1316  ___________________________________________________________________
 EH1316  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH1316  DYNAMIC HT  -          57.568 (meters)     188.87  (feet)  COMP
 EH1316  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 EH1316
 EH1316  VERT ORDER  -  FIRST     CLASS II
 EH1316
 EH1316.The horizontal coordinates were scaled from a topographic map and have
 EH1316.an estimated accuracy of +/- 6 seconds.
 EH1316
 EH1316.The orthometric height was determined by differential leveling
 EH1316.and adjusted by the National Geodetic Survey in August 1993..
 EH1316.WARNING-Repeat measurements at this control monument indicate possible
 EH1316.vertical movement.
 EH1316
 EH1316.The geoid height was determined by GEOID03.
 EH1316
 EH1316.The dynamic height is computed by dividing the NAVD 88
 EH1316.geopotential number by the normal gravity value computed on the
 EH1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1316.degrees latitude (g = 980.6199 gals.).
 EH1316
 EH1316.The modeled gravity was interpolated from observed gravity values.
 EH1316
 EH1316;                    North         East    Units  Estimated Accuracy
 EH1316;SPC AR S     -   562,230.      457,910.      MT  (+/- 180 meters Scaled)
 EH1316
 EH1316                          SUPERSEDED SURVEY CONTROL
 EH1316
 EH1316  NAVD 88 (06/15/91)   57.606  (m)          189.00   (f) UNKNOWN     1 2
 EH1316  NGVD 29 (??/??/??)   57.669  (m)          189.20   (f) ADJUSTED    1 2
 EH1316
 EH1316.Superseded values are not recommended for survey control.
 EH1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1316.See file dsdata.txt to determine how the superseded data were derived.
 EH1316
 EH1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501775(NAD 83)
 EH1316_MARKER: DB = BENCH MARK DISK
 EH1316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1316_SP_SET: CONCRETE BASE
 EH1316_STAMPING: D 117 1955
 EH1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1316+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 EH1316
 EH1316  HISTORY     - Date     Condition        Report By
 EH1316  HISTORY     - 1955     MONUMENTED       CGS
 EH1316  HISTORY     - 1976     GOOD             NGS
 EH1316  HISTORY     - 20030416 GOOD             USACE
 EH1316
 EH1316                          STATION DESCRIPTION
 EH1316
 EH1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1316'0.6 MI N FROM GILLETT.
 EH1316'0.6 MILE NORTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1316'STATION AT GILLETT, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 EH1316'BASE OF THE SOUTHWEST LEG OF THE WATER TOWER AT THE BAUER ELEVATOR
 EH1316'COMPANY, 2.0 FEET ABOVE THE GROUND.
 EH1316
 EH1316                          STATION RECOVERY (1976)
 EH1316
 EH1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1316'RECOVERED IN GOOD CONDITION.
 EH1316
 EH1316                          STATION RECOVERY (2003)
 EH1316
 EH1316'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0839 ***********************************************************************
 DK0839  DESIGNATION -  D 118
 DK0839  PID         -  DK0839
 DK0839  STATE/COUNTY-  AR/DESHA
 DK0839  USGS QUAD   -  YANCOPIN (1972)
 DK0839
 DK0839                         *CURRENT SURVEY CONTROL
 DK0839  ___________________________________________________________________
 DK0839* NAD 83(1986)-  33 55 11.     (N)    091 14 09.     (W)     SCALED    
 DK0839* NAVD 88     -        46.443  (meters)     152.37   (feet)  ADJUSTED  
 DK0839  ___________________________________________________________________
 DK0839  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK0839  DYNAMIC HT  -          46.396 (meters)     152.22  (feet)  COMP
 DK0839  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 DK0839
 DK0839  VERT ORDER  -  FIRST     CLASS II
 DK0839
 DK0839.The horizontal coordinates were scaled from a topographic map and have
 DK0839.an estimated accuracy of +/- 6 seconds.
 DK0839
 DK0839.The orthometric height was determined by differential leveling
 DK0839.and adjusted by the National Geodetic Survey in June 1991..
 DK0839
 DK0839.The geoid height was determined by GEOID03.
 DK0839
 DK0839.The dynamic height is computed by dividing the NAVD 88
 DK0839.geopotential number by the normal gravity value computed on the
 DK0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0839.degrees latitude (g = 980.6199 gals.).
 DK0839
 DK0839.The modeled gravity was interpolated from observed gravity values.
 DK0839
 DK0839;                    North         East    Units  Estimated Accuracy
 DK0839;SPC AR S     -   539,240.      470,660.      MT  (+/- 180 meters Scaled)
 DK0839
 DK0839                          SUPERSEDED SURVEY CONTROL
 DK0839
 DK0839  NGVD 29 (??/??/??)   46.572  (m)          152.79   (f) ADJUSTED    1 2
 DK0839
 DK0839.Superseded values are not recommended for survey control.
 DK0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0839.See file dsdata.txt to determine how the superseded data were derived.
 DK0839
 DK0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT630546(NAD 83)
 DK0839_MARKER: DB = BENCH MARK DISK
 DK0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0839_STAMPING: D 118 1955
 DK0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0839+STABILITY: SURFACE MOTION
 DK0839
 DK0839  HISTORY     - Date     Condition        Report By
 DK0839  HISTORY     - 1955     MONUMENTED       CGS
 DK0839  HISTORY     - 1976     MARK NOT FOUND   NGS
 DK0839
 DK0839                          STATION DESCRIPTION
 DK0839
 DK0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0839'2.1 MI NE FROM WATSON.
 DK0839'2.1 MILES NORTHEAST ALONG THE MISSISSIPPI PACIFIC RAILROAD FROM THE
 DK0839'STATION AT WATSON, AT A PRIVATE ROAD CROSSING, 130 FEET EAST OF
 DK0839'MILEPOST 385, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 25 FEET
 DK0839'NORTHWEST OF THE CENTER LINE OF A ROAD, 1 FOOT NORTHWEST OF A FENCE,
 DK0839'2.5 FEET NORTHEAST OF A WITNESS POST, 48 FEET SOUTHEAST OF THE CENTER
 DK0839'OF A PRIVATE ROAD CROSSING, SET IN THE TOP OF A CONCRETE POST WHICH
 DK0839'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- MARK HAS BEEN STRUCK BY A
 DK0839'GRADER AND IS TIPPED ABOUT 20 DEGREES NORTHEAST.
 DK0839
 DK0839                          STATION RECOVERY (1976)
 DK0839
 DK0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0750 ***********************************************************************
 DL0750  DESIGNATION -  D 119
 DL0750  PID         -  DL0750
 DL0750  STATE/COUNTY-  AR/LAFAYETTE
 DL0750  USGS QUAD   -  LEWISVILLE (1978)
 DL0750
 DL0750                         *CURRENT SURVEY CONTROL
 DL0750  ___________________________________________________________________
 DL0750* NAD 83(1986)-  33 21 32.     (N)    093 30 06.     (W)     SCALED    
 DL0750* NAVD 88     -        79.614  (meters)     261.20   (feet)  ADJUSTED  
 DL0750  ___________________________________________________________________
 DL0750  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL0750  DYNAMIC HT  -          79.529 (meters)     260.92  (feet)  COMP
 DL0750  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DL0750
 DL0750  VERT ORDER  -  FIRST     CLASS II
 DL0750
 DL0750.The horizontal coordinates were scaled from a topographic map and have
 DL0750.an estimated accuracy of +/- 6 seconds.
 DL0750
 DL0750.The orthometric height was determined by differential leveling
 DL0750.and adjusted by the National Geodetic Survey in June 1991..
 DL0750
 DL0750.The geoid height was determined by GEOID03.
 DL0750
 DL0750.The dynamic height is computed by dividing the NAVD 88
 DL0750.geopotential number by the normal gravity value computed on the
 DL0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0750.degrees latitude (g = 980.6199 gals.).
 DL0750
 DL0750.The modeled gravity was interpolated from observed gravity values.
 DL0750
 DL0750;                    North         East    Units  Estimated Accuracy
 DL0750;SPC AR S     -   477,800.      260,240.      MT  (+/- 180 meters Scaled)
 DL0750
 DL0750                          SUPERSEDED SURVEY CONTROL
 DL0750
 DL0750  NGVD 29 (??/??/92)   79.649  (m)          261.32   (f) ADJ UNCH    1 2
 DL0750
 DL0750.Superseded values are not recommended for survey control.
 DL0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0750.See file dsdata.txt to determine how the superseded data were derived.
 DL0750
 DL0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS533911(NAD 83)
 DL0750_MARKER: DB = BENCH MARK DISK
 DL0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0750_STAMPING: D 119 1934
 DL0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0750+STABILITY: SURFACE MOTION
 DL0750
 DL0750  HISTORY     - Date     Condition        Report By
 DL0750  HISTORY     - 1934     MONUMENTED       CGS
 DL0750  HISTORY     - 1960     GOOD             NGS
 DL0750  HISTORY     - 1963     GOOD             NGS
 DL0750
 DL0750                          STATION DESCRIPTION
 DL0750
 DL0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0750'IN STAMPS.
 DL0750'AT STAMPS, 79 FEET WEST OF THE SOUTHWEST CORNER OF THE ST. LOUIS
 DL0750'SOUTHWESTERN RAILWAY STATION, IN SECTION 17, T 16 S, R 23 W, 41 FEET
 DL0750'NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE ST. LOUIS
 DL0750'SOUTHWESTERN RAILWAY, 49 FEET WEST OF THE WEST RAIL OF THE LOUISIANA
 DL0750'AND ARKANSAS RAILWAY, 30 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DL0750'SMALL METAL BUILDING, 5 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.0 FEET
 DL0750'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE
 DL0750'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DL0750
 DL0750                          STATION RECOVERY (1963)
 DL0750
 DL0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0222 ***********************************************************************
 FG0222  DESIGNATION -  D 12
 FG0222  PID         -  FG0222
 FG0222  STATE/COUNTY-  AR/FAULKNER
 FG0222  USGS QUAD   -  DAMASCUS (1994)
 FG0222
 FG0222                         *CURRENT SURVEY CONTROL
 FG0222  ___________________________________________________________________
 FG0222* NAD 83(1986)-  35 20 52.     (N)    092 25 59.     (W)     SCALED    
 FG0222* NAVD 88     -       178.946  (meters)     587.09   (feet)  ADJUSTED  
 FG0222  ___________________________________________________________________
 FG0222  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0222  DYNAMIC HT  -         178.780 (meters)     586.55  (feet)  COMP
 FG0222  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FG0222
 FG0222  VERT ORDER  -  SECOND    CLASS 0
 FG0222
 FG0222.The horizontal coordinates were scaled from a topographic map and have
 FG0222.an estimated accuracy of +/- 6 seconds.
 FG0222
 FG0222.The orthometric height was determined by differential leveling
 FG0222.and adjusted by the National Geodetic Survey in June 1991..
 FG0222
 FG0222.The geoid height was determined by GEOID03.
 FG0222
 FG0222.The dynamic height is computed by dividing the NAVD 88
 FG0222.geopotential number by the normal gravity value computed on the
 FG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0222.degrees latitude (g = 980.6199 gals.).
 FG0222
 FG0222.The modeled gravity was interpolated from observed gravity values.
 FG0222
 FG0222;                    North         East    Units  Estimated Accuracy
 FG0222;SPC AR N     -   112,630.      360,640.      MT  (+/- 180 meters Scaled)
 FG0222
 FG0222                          SUPERSEDED SURVEY CONTROL
 FG0222
 FG0222  NGVD 29 (??/??/92)  178.932  (m)          587.05   (f) ADJ UNCH    2 0
 FG0222
 FG0222.Superseded values are not recommended for survey control.
 FG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0222.See file dsdata.txt to determine how the superseded data were derived.
 FG0222
 FG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV515117(NAD 83)
 FG0222_MARKER: DD = SURVEY DISK
 FG0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0222_STAMPING: D 12 1934
 FG0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0222+STABILITY: SURFACE MOTION
 FG0222
 FG0222  HISTORY     - Date     Condition        Report By
 FG0222  HISTORY     - 1934     MONUMENTED       ARGS
 FG0222  HISTORY     - 1967     GOOD             NGS
 FG0222
 FG0222                          STATION DESCRIPTION
 FG0222
 FG0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0222'2.1 MI SW FROM DAMASCUS.
 FG0222'IT IS 2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 FG0222'IN DAMASCUS, 35 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 14 FEET
 FG0222'NORTHEAST OF A 14 INCH PINE TREE, ABOUT 3 FEET ABOVE THE HIGHWAY, 1.2
 FG0222'FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A SQUARE
 FG0222'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0676 ***********************************************************************
 DL0676  DESIGNATION -  D 121
 DL0676  PID         -  DL0676
 DL0676  STATE/COUNTY-  AR/COLUMBIA
 DL0676  USGS QUAD   -  VILLAGE (1966)
 DL0676
 DL0676                         *CURRENT SURVEY CONTROL
 DL0676  ___________________________________________________________________
 DL0676* NAD 83(1986)-  33 15 20.     (N)    093 06 37.     (W)     SCALED    
 DL0676* NAVD 88     -        75.487  (meters)     247.66   (feet)  ADJUSTED  
 DL0676  ___________________________________________________________________
 DL0676  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DL0676  DYNAMIC HT  -          75.405 (meters)     247.39  (feet)  COMP
 DL0676  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 DL0676
 DL0676  VERT ORDER  -  SECOND    CLASS 0
 DL0676
 DL0676.The horizontal coordinates were scaled from a topographic map and have
 DL0676.an estimated accuracy of +/- 6 seconds.
 DL0676
 DL0676.The orthometric height was determined by differential leveling
 DL0676.and adjusted by the National Geodetic Survey in June 1991..
 DL0676
 DL0676.The geoid height was determined by GEOID03.
 DL0676
 DL0676.The dynamic height is computed by dividing the NAVD 88
 DL0676.geopotential number by the normal gravity value computed on the
 DL0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0676.degrees latitude (g = 980.6199 gals.).
 DL0676
 DL0676.The modeled gravity was interpolated from observed gravity values.
 DL0676
 DL0676;                    North         East    Units  Estimated Accuracy
 DL0676;SPC AR S     -   465,880.      296,540.      MT  (+/- 180 meters Scaled)
 DL0676
 DL0676                          SUPERSEDED SURVEY CONTROL
 DL0676
 DL0676  NGVD 29 (??/??/92)   75.529  (m)          247.80   (f) ADJ UNCH    2 0
 DL0676
 DL0676.Superseded values are not recommended for survey control.
 DL0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0676.See file dsdata.txt to determine how the superseded data were derived.
 DL0676
 DL0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS897796(NAD 83)
 DL0676_MARKER: DB = BENCH MARK DISK
 DL0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0676_STAMPING: D 121 1934
 DL0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0676+STABILITY: SURFACE MOTION
 DL0676
 DL0676  HISTORY     - Date     Condition        Report By
 DL0676  HISTORY     - 1934     MONUMENTED       CGS
 DL0676  HISTORY     - 1964     GOOD             NGS
 DL0676  HISTORY     - 1965     GOOD             USGS
 DL0676
 DL0676                          STATION DESCRIPTION
 DL0676
 DL0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0676'8.0 MI E FROM MAGNOLIA.
 DL0676'TO REACH FROM MAGNOLIA, GO EAST ON U.S. HIGHWAY 82 FOR 1.4 MILES TO A
 DL0676'SURFACED ROAD LEFT, TURN LEFT AND CONTINUE EASTERLY ON SURFACED ROAD
 DL0676'(OLD U.S. 82) FOR 6.55 MILES TO MARK ON LEFT.  NEAR THE SOUTHEAST
 DL0676'CORNER OF THE YARD AT A GREEN HOUSE, ABOUT 30 FEET SOUTH OF A SMALL
 DL0676'WHITE PUMP-HOUSE AND 27 FEET WEST OF THE SOUTHEAST CORNER OF THE YARD
 DL0676'AND SET IN TOP OF CONCRETE POST.
 DL0676
 DL0676                          STATION RECOVERY (1965)
 DL0676
 DL0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0286 ***********************************************************************
 DL0286  DESIGNATION -  D 122
 DL0286  PID         -  DL0286
 DL0286  STATE/COUNTY-  AR/UNION
 DL0286  USGS QUAD   -  JUNCTION CITY (1981)
 DL0286
 DL0286                         *CURRENT SURVEY CONTROL
 DL0286  ___________________________________________________________________
 DL0286* NAD 83(1986)-  33 05 55.     (N)    092 40 58.     (W)     SCALED    
 DL0286* NAVD 88     -        55.381  (meters)     181.70   (feet)  ADJUSTED  
 DL0286  ___________________________________________________________________
 DL0286  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0286  DYNAMIC HT  -          55.321 (meters)     181.50  (feet)  COMP
 DL0286  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DL0286
 DL0286  VERT ORDER  -  SECOND    CLASS 0
 DL0286
 DL0286.The horizontal coordinates were scaled from a topographic map and have
 DL0286.an estimated accuracy of +/- 6 seconds.
 DL0286
 DL0286.The orthometric height was determined by differential leveling
 DL0286.and adjusted by the National Geodetic Survey in June 1991..
 DL0286
 DL0286.The geoid height was determined by GEOID03.
 DL0286
 DL0286.The dynamic height is computed by dividing the NAVD 88
 DL0286.geopotential number by the normal gravity value computed on the
 DL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0286.degrees latitude (g = 980.6199 gals.).
 DL0286
 DL0286.The modeled gravity was interpolated from observed gravity values.
 DL0286
 DL0286;                    North         East    Units  Estimated Accuracy
 DL0286;SPC AR S     -   448,120.      336,260.      MT  (+/- 180 meters Scaled)
 DL0286
 DL0286                          SUPERSEDED SURVEY CONTROL
 DL0286
 DL0286  NGVD 29 (??/??/92)   55.466  (m)          181.97   (f) ADJ UNCH    2 0
 DL0286
 DL0286.Superseded values are not recommended for survey control.
 DL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0286.See file dsdata.txt to determine how the superseded data were derived.
 DL0286
 DL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS296622(NAD 83)
 DL0286_MARKER: DB = BENCH MARK DISK
 DL0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0286_STAMPING: D 122 1934
 DL0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0286+STABILITY: SURFACE MOTION
 DL0286
 DL0286  HISTORY     - Date     Condition        Report By
 DL0286  HISTORY     - 1934     MONUMENTED       CGS
 DL0286  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0286  HISTORY     - 1978     MARK NOT FOUND   USGS
 DL0286
 DL0286                          STATION DESCRIPTION
 DL0286
 DL0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0286'7.2 MI N FROM JUNCTION CITY.
 DL0286'7.2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 DL0286'FROM JUNCTION CITY, UNION COUNTY, AT UPLAND, ABOUT 55 YARDS NORTH OF
 DL0286'THE SECTION TOOL HOUSE, 68 FEET NORTH OF THE CENTER OF THE FIRST ROAD
 DL0286'CROSSING NORTH OF THE STATION, AND 45 FEET EAST OF THE CENTER LINE OF
 DL0286'THE MAIN TRACK.  A STANDARD DISK, STAMPED D 122 1934 AND SET IN THE
 DL0286'TOP OF A CONCRETE POST.  NOTE-- NOTHING REMAINS AT THE OLD STATION
 DL0286'SITE OF UPLAND.
 DL0286
 DL0286                          STATION RECOVERY (1978)
 DL0286
 DL0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DL0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0115 ***********************************************************************
 GG0115  DESIGNATION -  D 124
 GG0115  PID         -  GG0115
 GG0115  STATE/COUNTY-  AR/BENTON
 GG0115  USGS QUAD   -  GRAVETTE (1981)
 GG0115
 GG0115                         *CURRENT SURVEY CONTROL
 GG0115  ___________________________________________________________________
 GG0115* NAD 83(1986)-  36 29 35.     (N)    094 28 14.     (W)     SCALED    
 GG0115* NAVD 88     -       269.940  (meters)     885.63   (feet)  ADJUSTED  
 GG0115  ___________________________________________________________________
 GG0115  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GG0115  DYNAMIC HT  -         269.714 (meters)     884.89  (feet)  COMP
 GG0115  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 GG0115
 GG0115  VERT ORDER  -  SECOND    CLASS 0
 GG0115
 GG0115.The horizontal coordinates were scaled from a topographic map and have
 GG0115.an estimated accuracy of +/- 6 seconds.
 GG0115
 GG0115.The orthometric height was determined by differential leveling
 GG0115.and adjusted by the National Geodetic Survey in June 1991..
 GG0115
 GG0115.The geoid height was determined by GEOID03.
 GG0115
 GG0115.The dynamic height is computed by dividing the NAVD 88
 GG0115.geopotential number by the normal gravity value computed on the
 GG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0115.degrees latitude (g = 980.6199 gals.).
 GG0115
 GG0115.The modeled gravity was interpolated from observed gravity values.
 GG0115
 GG0115;                    North         East    Units  Estimated Accuracy
 GG0115;SPC AR N     -   242,390.      178,650.      MT  (+/- 180 meters Scaled)
 GG0115
 GG0115                          SUPERSEDED SURVEY CONTROL
 GG0115
 GG0115  NGVD 29 (??/??/92)  269.828  (m)          885.26   (f) ADJ UNCH    2 0
 GG0115
 GG0115.Superseded values are not recommended for survey control.
 GG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0115.See file dsdata.txt to determine how the superseded data were derived.
 GG0115
 GG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA682396(NAD 83)
 GG0115_MARKER: DB = BENCH MARK DISK
 GG0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0115_SP_SET: CONCRETE FOUNDATION
 GG0115_STAMPING: D 124 1935
 GG0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0115
 GG0115  HISTORY     - Date     Condition        Report By
 GG0115  HISTORY     - 1935     MONUMENTED       CGS
 GG0115  HISTORY     - 1961     GOOD             NGS
 GG0115  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GG0115
 GG0115                          STATION DESCRIPTION
 GG0115
 GG0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0115'1 MI N FROM SULPHUR SPRINGS.
 GG0115'1 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM SULPHYR
 GG0115'SPRINGS, BWNRON COUNTY, 0.5 MILE NORTH OF MILEPOST 205, AT THE
 GG0115'BRIDGE OVER U.S. HIGHWAY 71, IN THE SOUTHWEST CORNER OF THE
 GG0115'CONCRETE FOUNDATION, AND 5 FEET EAST OF THE TRACK.
 GG0115
 GG0115                          STATION RECOVERY (1990)
 GG0115
 GG0115'RECOVERY NOTE BY US POWER SQUADRON 1990 (ERW)
 GG0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0682 ***********************************************************************
 FG0682  DESIGNATION -  D 125
 FG0682  PID         -  FG0682
 FG0682  STATE/COUNTY-  AR/VAN BUREN
 FG0682  USGS QUAD   -  TILLY (1980)
 FG0682
 FG0682                         *CURRENT SURVEY CONTROL
 FG0682  ___________________________________________________________________
 FG0682* NAD 83(1986)-  35 39 14.     (N)    092 46 52.     (W)     SCALED    
 FG0682* NAVD 88     -       546.353  (meters)    1792.49   (feet)  ADJUSTED  
 FG0682  ___________________________________________________________________
 FG0682  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG0682  DYNAMIC HT  -         545.826 (meters)    1790.76  (feet)  COMP
 FG0682  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 FG0682
 FG0682  VERT ORDER  -  SECOND    CLASS 0
 FG0682
 FG0682.The horizontal coordinates were scaled from a topographic map and have
 FG0682.an estimated accuracy of +/- 6 seconds.
 FG0682
 FG0682.The orthometric height was determined by differential leveling
 FG0682.and adjusted by the National Geodetic Survey in June 1991..
 FG0682
 FG0682.The geoid height was determined by GEOID03.
 FG0682
 FG0682.The dynamic height is computed by dividing the NAVD 88
 FG0682.geopotential number by the normal gravity value computed on the
 FG0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0682.degrees latitude (g = 980.6199 gals.).
 FG0682
 FG0682.The modeled gravity was interpolated from observed gravity values.
 FG0682
 FG0682;                    North         East    Units  Estimated Accuracy
 FG0682;SPC AR N     -   146,790.      329,270.      MT  (+/- 180 meters Scaled)
 FG0682
 FG0682                          SUPERSEDED SURVEY CONTROL
 FG0682
 FG0682  NGVD 29 (??/??/92)  546.283  (m)         1792.26   (f) ADJ UNCH    2 0
 FG0682
 FG0682.Superseded values are not recommended for survey control.
 FG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0682.See file dsdata.txt to determine how the superseded data were derived.
 FG0682
 FG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV198455(NAD 83)
 FG0682_MARKER: DB = BENCH MARK DISK
 FG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0682_STAMPING: D 125 1935
 FG0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0682+STABILITY: SURFACE MOTION
 FG0682
 FG0682  HISTORY     - Date     Condition        Report By
 FG0682  HISTORY     - 1935     MONUMENTED       CGS
 FG0682  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0682
 FG0682                          STATION DESCRIPTION
 FG0682
 FG0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0682'7.4 MI E FROM LOST CORNER.
 FG0682'IN VAN BUREN COUNTY, 7.4 MILES EAST ALONG THE ALREAD ROAD FROM THE
 FG0682'JUNCTION OF THE OAK MOUNTAIN ROAD AT LOST CORNER, POPE COUNTY, AT THE
 FG0682'JUNCTION OF THE TWO ROADS, 26 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FG0682'ROAD, 16 1/2 FEET SOUTHWEST OF A NORTH FENCE CORNER, AND 2 FEET
 FG0682'SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED D 125 1935 AND SET IN
 FG0682'THE TOP OF A CONCRETE POST.
 FG0682
 FG0682                          STATION RECOVERY (1976)
 FG0682
 FG0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0763 ***********************************************************************
 FG0763  DESIGNATION -  D 126
 FG0763  PID         -  FG0763
 FG0763  STATE/COUNTY-  AR/POPE
 FG0763  USGS QUAD   -  DOVER (1993)
 FG0763
 FG0763                         *CURRENT SURVEY CONTROL
 FG0763  ___________________________________________________________________
 FG0763* NAD 83(1986)-  35 29 38.     (N)    093 01 37.     (W)     SCALED    
 FG0763* NAVD 88     -       178.537  (meters)     585.75   (feet)  ADJUSTED  
 FG0763  ___________________________________________________________________
 FG0763  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FG0763  DYNAMIC HT  -         178.370 (meters)     585.20  (feet)  COMP
 FG0763  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FG0763
 FG0763  VERT ORDER  -  SECOND    CLASS 0
 FG0763
 FG0763.The horizontal coordinates were scaled from a topographic map and have
 FG0763.an estimated accuracy of +/- 6 seconds.
 FG0763
 FG0763.The orthometric height was determined by differential leveling
 FG0763.and adjusted by the National Geodetic Survey in June 1991..
 FG0763
 FG0763.The geoid height was determined by GEOID03.
 FG0763
 FG0763.The dynamic height is computed by dividing the NAVD 88
 FG0763.geopotential number by the normal gravity value computed on the
 FG0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0763.degrees latitude (g = 980.6199 gals.).
 FG0763
 FG0763.The modeled gravity was interpolated from observed gravity values.
 FG0763
 FG0763;                    North         East    Units  Estimated Accuracy
 FG0763;SPC AR N     -   129,240.      306,830.      MT  (+/- 180 meters Scaled)
 FG0763
 FG0763                          SUPERSEDED SURVEY CONTROL
 FG0763
 FG0763  NGVD 29 (??/??/92)  178.494  (m)          585.61   (f) ADJ UNCH    2 0
 FG0763
 FG0763.Superseded values are not recommended for survey control.
 FG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0763.See file dsdata.txt to determine how the superseded data were derived.
 FG0763
 FG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV975278(NAD 83)
 FG0763_MARKER: DB = BENCH MARK DISK
 FG0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0763_STAMPING: D 126 1935
 FG0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0763+STABILITY: SURFACE MOTION
 FG0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0763+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 FG0763
 FG0763  HISTORY     - Date     Condition        Report By
 FG0763  HISTORY     - 1935     MONUMENTED       CGS
 FG0763  HISTORY     - 1990     GOOD             USPSQD
 FG0763  HISTORY     - 20060126 GOOD             ARHD
 FG0763
 FG0763                          STATION DESCRIPTION
 FG0763
 FG0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0763'3.6 MI SE FROM TAG.
 FG0763'3.6 MILES SOUTHEAST ALONG THE SCOTTSVILLE ROAD FROM THE POST OFFICE AT
 FG0763'TAG, POPE COUNTY, 34 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HENRY
 FG0763'CAMPBELL FARMHOUSE, 31 FEET NORTH OF THE CENTERLINE OF THE ROAD, 24
 FG0763'FEET EAST OF A GATE, 1 1/2 FEET SOUTH OF A FENCE AND 4 FEET HIGHER
 FG0763'THAN THE ROAD.  A STANDARD DISK, STAMPED D 126 1935 AND SET IN THE TOP
 FG0763'OF A CONCRETE POST.
 FG0763
 FG0763                          STATION RECOVERY (1990)
 FG0763
 FG0763'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 FG0763'RECOVERED IN GOOD CONDITION.
 FG0763
 FG0763                          STATION RECOVERY (2006)
 FG0763
 FG0763'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MDP)
 FG0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1046 ***********************************************************************
 FG1046  DESIGNATION -  D 127
 FG1046  PID         -  FG1046
 FG1046  STATE/COUNTY-  AR/POPE
 FG1046  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1046
 FG1046                         *CURRENT SURVEY CONTROL
 FG1046  ___________________________________________________________________
 FG1046* NAD 83(1986)-  35 24 48.     (N)    093 14 29.     (W)     SCALED    
 FG1046* NAVD 88     -       233.791  (meters)     767.03   (feet)  ADJUSTED  
 FG1046  ___________________________________________________________________
 FG1046  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FG1046  DYNAMIC HT  -         233.571 (meters)     766.31  (feet)  COMP
 FG1046  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 FG1046
 FG1046  VERT ORDER  -  SECOND    CLASS 0
 FG1046
 FG1046.The horizontal coordinates were scaled from a topographic map and have
 FG1046.an estimated accuracy of +/- 6 seconds.
 FG1046
 FG1046.The orthometric height was determined by differential leveling
 FG1046.and adjusted by the National Geodetic Survey in June 1991..
 FG1046
 FG1046.The geoid height was determined by GEOID03.
 FG1046
 FG1046.The dynamic height is computed by dividing the NAVD 88
 FG1046.geopotential number by the normal gravity value computed on the
 FG1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1046.degrees latitude (g = 980.6199 gals.).
 FG1046
 FG1046.The modeled gravity was interpolated from observed gravity values.
 FG1046
 FG1046;                    North         East    Units  Estimated Accuracy
 FG1046;SPC AR N     -   120,530.      287,260.      MT  (+/- 180 meters Scaled)
 FG1046
 FG1046                          SUPERSEDED SURVEY CONTROL
 FG1046
 FG1046  NGVD 29 (??/??/92)  233.778  (m)          766.99   (f) ADJ UNCH    2 0
 FG1046
 FG1046.Superseded values are not recommended for survey control.
 FG1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1046.See file dsdata.txt to determine how the superseded data were derived.
 FG1046
 FG1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV780189(NAD 83)
 FG1046_MARKER: Z = SEE DESCRIPTION
 FG1046_SETTING: 0 = UNSPECIFIED SETTING
 FG1046_STAMPING: D 127 1935
 FG1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1046
 FG1046  HISTORY     - Date     Condition        Report By
 FG1046  HISTORY     - 1935     MONUMENTED       CGS
 FG1046  HISTORY     - 1935     GOOD             NGS
 FG1046
 FG1046                          STATION DESCRIPTION
 FG1046
 FG1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1046'IN AUGSBURG.
 FG1046'LOCATED IN THE TOWN OF AUGSBURG AT JUNCTION OF LAMAR-DOVER RD. AND
 FG1046'LONDON-AUGSBURG RD.  118.5 FT. EAST OF NORTHEAST CORNER OF LUTHERN
 FG1046'CHURCH.  55 FT. SOUTH OF CENTERLINE OF LONDON-AUGSBURG RD.  41.4 FT.
 FG1046'NORTHWEST OF NORTHWEST CORNER OF LUTHERN PARSONAGE.  4.6 FT. SOUTH OF
 FG1046'NORTHWEST ORNAMENTAL WIRE FENCE CORNER OF FENCE AROUND PARSONAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0881 ***********************************************************************
 FG0881  DESIGNATION -  D 128
 FG0881  PID         -  FG0881
 FG0881  STATE/COUNTY-  AR/JOHNSON
 FG0881  USGS QUAD   -  ROSETTA (1980)
 FG0881
 FG0881                         *CURRENT SURVEY CONTROL
 FG0881  ___________________________________________________________________
 FG0881* NAD 83(1986)-  35 42 31.     (N)    093 20 36.     (W)     SCALED    
 FG0881* NAVD 88     -       582.792  (meters)    1912.04   (feet)  ADJUSTED  
 FG0881  ___________________________________________________________________
 FG0881  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FG0881  DYNAMIC HT  -         582.225 (meters)    1910.18  (feet)  COMP
 FG0881  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 FG0881
 FG0881  VERT ORDER  -  SECOND    CLASS 0
 FG0881
 FG0881.The horizontal coordinates were scaled from a topographic map and have
 FG0881.an estimated accuracy of +/- 6 seconds.
 FG0881
 FG0881.The orthometric height was determined by differential leveling
 FG0881.and adjusted by the National Geodetic Survey in June 1991..
 FG0881
 FG0881.The geoid height was determined by GEOID03.
 FG0881
 FG0881.The dynamic height is computed by dividing the NAVD 88
 FG0881.geopotential number by the normal gravity value computed on the
 FG0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0881.degrees latitude (g = 980.6199 gals.).
 FG0881
 FG0881.The modeled gravity was interpolated from observed gravity values.
 FG0881
 FG0881;                    North         East    Units  Estimated Accuracy
 FG0881;SPC AR N     -   153,410.      278,450.      MT  (+/- 180 meters Scaled)
 FG0881
 FG0881                          SUPERSEDED SURVEY CONTROL
 FG0881
 FG0881  NGVD 29 (??/??/92)  582.726  (m)         1911.83   (f) ADJ UNCH    2 0
 FG0881
 FG0881.Superseded values are not recommended for survey control.
 FG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0881.See file dsdata.txt to determine how the superseded data were derived.
 FG0881
 FG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV689516(NAD 83)
 FG0881_MARKER: DB = BENCH MARK DISK
 FG0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0881_STAMPING: D 128 1935
 FG0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0881+STABILITY: SURFACE MOTION
 FG0881
 FG0881  HISTORY     - Date     Condition        Report By
 FG0881  HISTORY     - 1935     MONUMENTED       CGS
 FG0881  HISTORY     - 1935     GOOD             NGS
 FG0881  HISTORY     - 1975     POOR             NGS
 FG0881
 FG0881                          STATION DESCRIPTION
 FG0881
 FG0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0881'IN ROSETTA.
 FG0881'LOCATED IN THE TOWN OF ROSETTA, ABOUT 111 FT. SOUTHWEST OF SOUTHWEST
 FG0881'CORNER OF ROSETTA POST OFFICE, IN BUILDING OF GUS GILLIAN.  78 FT.
 FG0881'NORTH OF CENTERLINE OF ROSETTA RD.  23 FT WEST OF CENTERLINE OF
 FG0881'LIMESTONE VALLEY RD.  8 FT. NORTH OF OAK STUMP 2 FT. IN DIAMETER AT
 FG0881'TOP AND 2.7 FT HIGH.  JUNCTION OF LINA A AND LINE 1.  MARK IS STANDARD
 FG0881'TABLET SET IN PRECAST CONCRETE POST.
 FG0881
 FG0881                          STATION RECOVERY (1975)
 FG0881
 FG0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FG0881'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1033 ***********************************************************************
 DK1033  DESIGNATION -  D 13
 DK1033  PID         -  DK1033
 DK1033  STATE/COUNTY-  AR/DREW
 DK1033  USGS QUAD   -  JEROME (1981)
 DK1033
 DK1033                         *CURRENT SURVEY CONTROL
 DK1033  ___________________________________________________________________
 DK1033* NAD 83(1986)-  33 23 44.     (N)    091 28 13.     (W)     SCALED    
 DK1033* NAVD 88     -        39.585  (meters)     129.87   (feet)  ADJUSTED  
 DK1033  ___________________________________________________________________
 DK1033  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DK1033  DYNAMIC HT  -          39.544 (meters)     129.74  (feet)  COMP
 DK1033  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 DK1033
 DK1033  VERT ORDER  -  FIRST     CLASS II
 DK1033
 DK1033.The horizontal coordinates were scaled from a topographic map and have
 DK1033.an estimated accuracy of +/- 6 seconds.
 DK1033
 DK1033.The orthometric height was determined by differential leveling
 DK1033.and adjusted by the National Geodetic Survey in June 1991..
 DK1033
 DK1033.The geoid height was determined by GEOID03.
 DK1033
 DK1033.The dynamic height is computed by dividing the NAVD 88
 DK1033.geopotential number by the normal gravity value computed on the
 DK1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1033.degrees latitude (g = 980.6199 gals.).
 DK1033
 DK1033.The modeled gravity was interpolated from observed gravity values.
 DK1033
 DK1033;                    North         East    Units  Estimated Accuracy
 DK1033;SPC AR S     -   480,970.      449,280.      MT  (+/- 180 meters Scaled)
 DK1033
 DK1033                          SUPERSEDED SURVEY CONTROL
 DK1033
 DK1033  NGVD 29 (??/??/??)   39.696  (m)          130.24   (f) ADJUSTED    1 2
 DK1033
 DK1033.Superseded values are not recommended for survey control.
 DK1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1033.See file dsdata.txt to determine how the superseded data were derived.
 DK1033
 DK1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS422961(NAD 83)
 DK1033_MARKER: DB = BENCH MARK DISK
 DK1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1033_STAMPING: D 13 1932
 DK1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1033+STABILITY: SURFACE MOTION
 DK1033
 DK1033  HISTORY     - Date     Condition        Report By
 DK1033  HISTORY     - 1932     MONUMENTED       CGS
 DK1033  HISTORY     - 1939     GOOD             CGS
 DK1033
 DK1033                          STATION DESCRIPTION
 DK1033
 DK1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1033'IN JEROME.
 DK1033'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED 14 FEET
 DK1033'NORTH OF THE 4TH POLE SOUTH OF THE R.R. STATION.  137 FEET SOUTH OF
 DK1033'THE SOUTH EDGE OF SIDE WALK ON MISSISSIPPI AVE.  47 FEET WEST OF THE
 DK1033'CENTER LINE OF THE TRACK.  23 FEET EAST OF THE CENTER LINE OF THE HWY
 DK1033'NO. 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0219 ***********************************************************************
 FG0219  DESIGNATION -  D 13
 FG0219  PID         -  FG0219
 FG0219  STATE/COUNTY-  AR/FAULKNER
 FG0219  USGS QUAD   -  DAMASCUS (1994)
 FG0219
 FG0219                         *CURRENT SURVEY CONTROL
 FG0219  ___________________________________________________________________
 FG0219* NAD 83(1986)-  35 19 44.     (N)    092 27 10.     (W)     SCALED    
 FG0219* NAVD 88     -       137.635  (meters)     451.56   (feet)  ADJUSTED  
 FG0219  ___________________________________________________________________
 FG0219  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG0219  DYNAMIC HT  -         137.507 (meters)     451.14  (feet)  COMP
 FG0219  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FG0219
 FG0219  VERT ORDER  -  SECOND    CLASS 0
 FG0219
 FG0219.The horizontal coordinates were scaled from a topographic map and have
 FG0219.an estimated accuracy of +/- 6 seconds.
 FG0219
 FG0219.The orthometric height was determined by differential leveling
 FG0219.and adjusted by the National Geodetic Survey in June 1991..
 FG0219
 FG0219.The geoid height was determined by GEOID03.
 FG0219
 FG0219.The dynamic height is computed by dividing the NAVD 88
 FG0219.geopotential number by the normal gravity value computed on the
 FG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0219.degrees latitude (g = 980.6199 gals.).
 FG0219
 FG0219.The modeled gravity was interpolated from observed gravity values.
 FG0219
 FG0219;                    North         East    Units  Estimated Accuracy
 FG0219;SPC AR N     -   110,540.      358,840.      MT  (+/- 180 meters Scaled)
 FG0219
 FG0219                          SUPERSEDED SURVEY CONTROL
 FG0219
 FG0219  NGVD 29 (??/??/92)  137.625  (m)          451.52   (f) ADJ UNCH    2 0
 FG0219
 FG0219.Superseded values are not recommended for survey control.
 FG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0219.See file dsdata.txt to determine how the superseded data were derived.
 FG0219
 FG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV497096(NAD 83)
 FG0219_MARKER: DD = SURVEY DISK
 FG0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0219_STAMPING: D 13 1934
 FG0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0219+STABILITY: SURFACE MOTION
 FG0219
 FG0219  HISTORY     - Date     Condition        Report By
 FG0219  HISTORY     - 1934     MONUMENTED       ARGS
 FG0219  HISTORY     - 1967     GOOD             NGS
 FG0219
 FG0219                          STATION DESCRIPTION
 FG0219
 FG0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0219'4.1 MI SW FROM DAMASCUS.
 FG0219'IT IS 4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 FG0219'IN DAMASCUS, 66 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 124, 14
 FG0219'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, ABOUT 2 FEET
 FG0219'BELOW THE HIGHWAY AND SET IN THE TOP OF A 5 INCH SQUARE CONCRETE POST
 FG0219'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0373 ***********************************************************************
 GF0373  DESIGNATION -  D 130
 GF0373  PID         -  GF0373
 GF0373  STATE/COUNTY-  AR/NEWTON
 GF0373  USGS QUAD   -  HASTY (1967)
 GF0373
 GF0373                         *CURRENT SURVEY CONTROL
 GF0373  ___________________________________________________________________
 GF0373* NAD 83(1986)-  36 00 11.     (N)    093 02 38.     (W)     SCALED    
 GF0373* NAVD 88     -       344.658  (meters)    1130.77   (feet)  ADJUSTED  
 GF0373  ___________________________________________________________________
 GF0373  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GF0373  DYNAMIC HT  -         344.340 (meters)    1129.72  (feet)  COMP
 GF0373  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 GF0373
 GF0373  VERT ORDER  -  SECOND    CLASS 0
 GF0373
 GF0373.The horizontal coordinates were scaled from a topographic map and have
 GF0373.an estimated accuracy of +/- 6 seconds.
 GF0373
 GF0373.The orthometric height was determined by differential leveling
 GF0373.and adjusted by the National Geodetic Survey in June 1991..
 GF0373
 GF0373.The geoid height was determined by GEOID03.
 GF0373
 GF0373.The dynamic height is computed by dividing the NAVD 88
 GF0373.geopotential number by the normal gravity value computed on the
 GF0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0373.degrees latitude (g = 980.6199 gals.).
 GF0373
 GF0373.The modeled gravity was interpolated from observed gravity values.
 GF0373
 GF0373;                    North         East    Units  Estimated Accuracy
 GF0373;SPC AR N     -   185,740.      305,890.      MT  (+/- 180 meters Scaled)
 GF0373
 GF0373                          SUPERSEDED SURVEY CONTROL
 GF0373
 GF0373  NGVD 29 (??/??/92)  344.547  (m)         1130.40   (f) ADJ UNCH    2 0
 GF0373
 GF0373.Superseded values are not recommended for survey control.
 GF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0373.See file dsdata.txt to determine how the superseded data were derived.
 GF0373
 GF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV960842(NAD 83)
 GF0373_MARKER: DB = BENCH MARK DISK
 GF0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0373_STAMPING: D 130 1935
 GF0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0373+STABILITY: SURFACE MOTION
 GF0373
 GF0373  HISTORY     - Date     Condition        Report By
 GF0373  HISTORY     - 1935     MONUMENTED       CGS
 GF0373
 GF0373                          STATION DESCRIPTION
 GF0373
 GF0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0373'5.8 MI S FROM YARDELLE.
 GF0373'5.8 MILES SOUTH ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF THE
 GF0373'JASPER ROAD AT YARDELLE, NEWTON COUNTY, 0.9 MILES SOUTH OF
 GF0373'THE HASTY POST OFFICE, 22.8 FEET EAST OF THE EAST CORNER OF THE
 GF0373'V.C. THOMPSON HOUSE, 49 FEET SOUTHWEST OF THE CENTERLINE OF
 GF0373'THE HIGHWAY, 48 FEET NORTHEAST OF A CONCRETE CISTERN CURB, 29
 GF0373'FEET SOUTHWEST OF A NORTH FENCE CORNER, AND 2 FEET NORTHWEST OF
 GF0373'A BOARD FENCE.  A STANDARD DISK, STAMPED D 130 1935 AND SET IN
 GF0373'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1440 ***********************************************************************
 EJ1440  DESIGNATION -  D 131
 EJ1440  PID         -  EJ1440
 EJ1440  STATE/COUNTY-  AR/MONTGOMERY
 EJ1440  USGS QUAD   -  LANGLEY (1980)
 EJ1440
 EJ1440                         *CURRENT SURVEY CONTROL
 EJ1440  ___________________________________________________________________
 EJ1440* NAD 83(1986)-  34 21 51.     (N)    093 51 46.     (W)     SCALED    
 EJ1440* NAVD 88     -       365.067  (meters)    1197.72   (feet)  ADJUSTED  
 EJ1440  ___________________________________________________________________
 EJ1440  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EJ1440  DYNAMIC HT  -         364.691 (meters)    1196.49  (feet)  COMP
 EJ1440  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 EJ1440
 EJ1440  VERT ORDER  -  SECOND    CLASS 0
 EJ1440
 EJ1440.The horizontal coordinates were scaled from a topographic map and have
 EJ1440.an estimated accuracy of +/- 6 seconds.
 EJ1440
 EJ1440.The orthometric height was determined by differential leveling
 EJ1440.and adjusted by the National Geodetic Survey in June 1991..
 EJ1440
 EJ1440.The geoid height was determined by GEOID03.
 EJ1440
 EJ1440.The dynamic height is computed by dividing the NAVD 88
 EJ1440.geopotential number by the normal gravity value computed on the
 EJ1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1440.degrees latitude (g = 980.6199 gals.).
 EJ1440
 EJ1440.The modeled gravity was interpolated from observed gravity values.
 EJ1440
 EJ1440;                    North         East    Units  Estimated Accuracy
 EJ1440;SPC AR S     -   589,830.      228,670.      MT  (+/- 180 meters Scaled)
 EJ1440
 EJ1440                          SUPERSEDED SURVEY CONTROL
 EJ1440
 EJ1440  NGVD 29 (??/??/92)  365.014  (m)         1197.55   (f) ADJ UNCH    2 0
 EJ1440
 EJ1440.Superseded values are not recommended for survey control.
 EJ1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1440.See file dsdata.txt to determine how the superseded data were derived.
 EJ1440
 EJ1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU206028(NAD 83)
 EJ1440_MARKER: DB = BENCH MARK DISK
 EJ1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1440_STAMPING: D-131 1935
 EJ1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1440+STABILITY: SURFACE MOTION
 EJ1440
 EJ1440  HISTORY     - Date     Condition        Report By
 EJ1440  HISTORY     - 1935     MONUMENTED       CGS
 EJ1440  HISTORY     - 1961     GOOD             NGS
 EJ1440
 EJ1440                          STATION DESCRIPTION
 EJ1440
 EJ1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1440'5.1 MI N FROM LANGLEY.
 EJ1440'ABOUT 5.1 MILES NORTH OF, ALONG LANGLEY-ALBERT ROAD, FROM LANGLEY
 EJ1440'SCHOOL.  0.6 MI E, THENCE 4.5 MI N, AT SUMMIT OF HILL.  21 FEET
 EJ1440'SOUTHWEST OF ROAD CENTERLINE AT CURVE.  15 FEET NORTHEAST OF
 EJ1440'CENTERLINE OF THE OLD ROAD.  6 FEET SOUTH OF SIGN FIRE PREVENTION.  3
 EJ1440'FEET NORTHEAST OF A GROUP OF THREE PINE TREES .4 FT. IN DIAMETER.
 EJ1440'TABLET SET IN PRECAST CONCRETE POST.
 EJ1440
 EJ1440                          STATION RECOVERY (1961)
 EJ1440
 EJ1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0177 ***********************************************************************
 EK0177  DESIGNATION -  D 132
 EK0177  PID         -  EK0177
 EK0177  STATE/COUNTY-  AR/HOWARD
 EK0177  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0177
 EK0177                         *CURRENT SURVEY CONTROL
 EK0177  ___________________________________________________________________
 EK0177* NAD 83(1986)-  34 17 51.     (N)    094 09 34.     (W)     SCALED    
 EK0177* NAVD 88     -       176.073  (meters)     577.67   (feet)  ADJUSTED  
 EK0177  ___________________________________________________________________
 EK0177  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EK0177  DYNAMIC HT  -         175.893 (meters)     577.08  (feet)  COMP
 EK0177  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 EK0177
 EK0177  VERT ORDER  -  SECOND    CLASS 0
 EK0177
 EK0177.The horizontal coordinates were scaled from a topographic map and have
 EK0177.an estimated accuracy of +/- 6 seconds.
 EK0177
 EK0177.The orthometric height was determined by differential leveling
 EK0177.and adjusted by the National Geodetic Survey in June 1991..
 EK0177
 EK0177.The geoid height was determined by GEOID03.
 EK0177
 EK0177.The dynamic height is computed by dividing the NAVD 88
 EK0177.geopotential number by the normal gravity value computed on the
 EK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0177.degrees latitude (g = 980.6199 gals.).
 EK0177
 EK0177.The modeled gravity was interpolated from observed gravity values.
 EK0177
 EK0177;                    North         East    Units  Estimated Accuracy
 EK0177;SPC AR S     -   582,980.      201,230.      MT  (+/- 180 meters Scaled)
 EK0177
 EK0177                          SUPERSEDED SURVEY CONTROL
 EK0177
 EK0177  NGVD 29 (??/??/92)  176.025  (m)          577.51   (f) ADJ UNCH    2 0
 EK0177
 EK0177.Superseded values are not recommended for survey control.
 EK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0177.See file dsdata.txt to determine how the superseded data were derived.
 EK0177
 EK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT933957(NAD 83)
 EK0177_MARKER: DB = BENCH MARK DISK
 EK0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0177_STAMPING: D-132 1935
 EK0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0177+STABILITY: SURFACE MOTION
 EK0177
 EK0177  HISTORY     - Date     Condition        Report By
 EK0177  HISTORY     - 1935     MONUMENTED       CGS
 EK0177  HISTORY     - 1942     GOOD             NGS
 EK0177  HISTORY     - 1961     GOOD             USGS
 EK0177
 EK0177                          STATION DESCRIPTION
 EK0177
 EK0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0177'1.9 MI SW FROM BAKER SPRINGS.
 EK0177'1.9 MILE SOUTHWEST OF, ALONG BAKER SPRINGS ROAD, FROM SAM THOMAS
 EK0177'RESIDENCE.  ABOUT 240 FEET NORTHEAST OF BRIDGE OVER BAKER CREEK,
 EK0177'79 FEET SOUTHWEST OF JUNCTION OF A DIM ROAD SOUTHEAST, AT
 EK0177'JUNCTION OF OLD ROAD TO A FORD OF THE CREEK, 22.5 FEET SOUTHEAST
 EK0177'OF THE ROAD CENTERLINE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0177
 EK0177                          STATION RECOVERY (1942)
 EK0177
 EK0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 EK0177'RECOVERED IN GOOD CONDITION.
 EK0177
 EK0177                          STATION RECOVERY (1961)
 EK0177
 EK0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EK0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0074 ***********************************************************************
 EK0074  DESIGNATION -  D 133
 EK0074  PID         -  EK0074
 EK0074  STATE/COUNTY-  AR/POLK
 EK0074  USGS QUAD   -  MENA (1975)
 EK0074
 EK0074                         *CURRENT SURVEY CONTROL
 EK0074  ___________________________________________________________________
 EK0074* NAD 83(1986)-  34 32 11.     (N)    094 13 07.     (W)     SCALED    
 EK0074* NAVD 88     -       335.638  (meters)    1101.17   (feet)  ADJUSTED  
 EK0074  ___________________________________________________________________
 EK0074  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 EK0074  DYNAMIC HT  -         335.275 (meters)    1099.98  (feet)  COMP
 EK0074  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 EK0074
 EK0074  VERT ORDER  -  SECOND    CLASS 0
 EK0074
 EK0074.The horizontal coordinates were scaled from a topographic map and have
 EK0074.an estimated accuracy of +/- 6 seconds.
 EK0074
 EK0074.The orthometric height was determined by differential leveling
 EK0074.and adjusted by the National Geodetic Survey in June 1991..
 EK0074
 EK0074.The geoid height was determined by GEOID03.
 EK0074
 EK0074.The dynamic height is computed by dividing the NAVD 88
 EK0074.geopotential number by the normal gravity value computed on the
 EK0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0074.degrees latitude (g = 980.6199 gals.).
 EK0074
 EK0074.The modeled gravity was interpolated from observed gravity values.
 EK0074
 EK0074;                    North         East    Units  Estimated Accuracy
 EK0074;SPC AR S     -   609,590.      196,360.      MT  (+/- 180 meters Scaled)
 EK0074
 EK0074                          SUPERSEDED SURVEY CONTROL
 EK0074
 EK0074  NGVD 29 (??/??/92)  335.550  (m)         1100.88   (f) ADJ UNCH    2 0
 EK0074
 EK0074.Superseded values are not recommended for survey control.
 EK0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0074.See file dsdata.txt to determine how the superseded data were derived.
 EK0074
 EK0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU881223(NAD 83)
 EK0074_MARKER: DB = BENCH MARK DISK
 EK0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0074_SP_SET: BUILDING
 EK0074_STAMPING: D 133 1935
 EK0074_MARK LOGO: CGS   
 EK0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0074
 EK0074  HISTORY     - Date     Condition        Report By
 EK0074  HISTORY     - 1935     MONUMENTED       CGS
 EK0074  HISTORY     - 1961     GOOD             NGS
 EK0074  HISTORY     - 1985     GOOD             NGS
 EK0074
 EK0074                          STATION DESCRIPTION
 EK0074
 EK0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0074'IN DALLAS.
 EK0074'LOCATED IN THE TOWN OF DALLAS, ALONG THE DALLAS-BOARD CAMP RD.,
 EK0074'ABOUT 270 FT NORTHEAST OF TBM AND JUNCTION OF THE SHADY RD.,
 EK0074'AT THE DALLAS SCHOOL, 24 FT EAST OF THE WEST ENTRANCE OF THE
 EK0074'BUILDING, 4.2 FT. ABOVE THE GROUND.  TABLET SET VERTICALLY IN
 EK0074'BRICK SCHOOL BUILDING.
 EK0074
 EK0074                          STATION RECOVERY (1961)
 EK0074
 EK0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0074'RECOVERED IN GOOD CONDITION.
 EK0074
 EK0074                          STATION RECOVERY (1985)
 EK0074
 EK0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0074'RECOVERED IN GOOD CONDITION AS DESCRIBED.  NOTE, NOT LEVELED TO THIS
 EK0074'SURVEY, OFF LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0255 ***********************************************************************
 EK0255  DESIGNATION -  D 134
 EK0255  PID         -  EK0255
 EK0255  STATE/COUNTY-  AR/POLK
 EK0255  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0255
 EK0255                         *CURRENT SURVEY CONTROL
 EK0255  ___________________________________________________________________
 EK0255* NAD 83(1986)-  34 26 52.     (N)    094 01 50.     (W)     SCALED    
 EK0255* NAVD 88     -       508.947  (meters)    1669.77   (feet)  ADJUSTED  
 EK0255  ___________________________________________________________________
 EK0255  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 EK0255  DYNAMIC HT  -         508.410 (meters)    1668.01  (feet)  COMP
 EK0255  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 EK0255
 EK0255  VERT ORDER  -  SECOND    CLASS 0
 EK0255
 EK0255.The horizontal coordinates were scaled from a topographic map and have
 EK0255.an estimated accuracy of +/- 6 seconds.
 EK0255
 EK0255.The orthometric height was determined by differential leveling
 EK0255.and adjusted by the National Geodetic Survey in June 1991..
 EK0255
 EK0255.The geoid height was determined by GEOID03.
 EK0255
 EK0255.The dynamic height is computed by dividing the NAVD 88
 EK0255.geopotential number by the normal gravity value computed on the
 EK0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0255.degrees latitude (g = 980.6199 gals.).
 EK0255
 EK0255.The modeled gravity was interpolated from observed gravity values.
 EK0255
 EK0255;                    North         East    Units  Estimated Accuracy
 EK0255;SPC AR S     -   599,400.      213,420.      MT  (+/- 180 meters Scaled)
 EK0255
 EK0255                          SUPERSEDED SURVEY CONTROL
 EK0255
 EK0255  NGVD 29 (??/??/92)  508.877  (m)         1669.54   (f) ADJ UNCH    2 0
 EK0255
 EK0255.Superseded values are not recommended for survey control.
 EK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0255.See file dsdata.txt to determine how the superseded data were derived.
 EK0255
 EK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU053122(NAD 83)
 EK0255_MARKER: DB = BENCH MARK DISK
 EK0255_SETTING: 66 = SET IN ROCK OUTCROP
 EK0255_SP_SET: GRANITE OUTCROP
 EK0255_STAMPING: D 134 1935
 EK0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0255+STABILITY: POSITION/ELEVATION WELL
 EK0255
 EK0255  HISTORY     - Date     Condition        Report By
 EK0255  HISTORY     - 1935     MONUMENTED       CGS
 EK0255  HISTORY     - 1961     GOOD             NGS
 EK0255
 EK0255                          STATION DESCRIPTION
 EK0255
 EK0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0255'7 MI S FROM BIG FORK.
 EK0255'7.0 MILES SOUTH OF, ALONG BIG FORK-ATHENS ROAD, FROM BUTCHERKNIFE
 EK0255'CREEK BRIDGE.  1.5 SOUTHEAST ALONG HWY 8, THENCE 5.5 MI SOUTHWEST,
 EK0255'ABOUT .8 MILE NORTHEAST OF JUNCTION OF THE MINE CREEK ROAD AND
 EK0255'THE BIG FORK ROAD, AT THE SUMMIT OF GAP AT MISSOURI MOUNTAIN,
 EK0255'60.3 FEET EAST OF THE ROAD CENTERLINE AT CURVE, 43.5 FEET SOUTHEAST
 EK0255'OF SIGN MISSOURI MOUNTAIN, 6.5 FEET WEST OF A BLAZED PINE TREE
 EK0255'1.4 FT. IN DIAMETER.  TABLET SET IN TOP OF GRANITE OUTCROP AT
 EK0255'THE SOUTH SLOPE OF HILL.
 EK0255
 EK0255                          STATION RECOVERY (1961)
 EK0255
 EK0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1526 ***********************************************************************
 EJ1526  DESIGNATION -  D 135
 EJ1526  PID         -  EJ1526
 EJ1526  STATE/COUNTY-  AR/MONTGOMERY
 EJ1526  USGS QUAD   -  PINE RIDGE (1985)
 EJ1526
 EJ1526                         *CURRENT SURVEY CONTROL
 EJ1526  ___________________________________________________________________
 EJ1526* NAD 83(1986)-  34 31 17.     (N)    093 52 50.     (W)     SCALED    
 EJ1526* NAVD 88     -       279.137  (meters)     915.80   (feet)  ADJUSTED  
 EJ1526  ___________________________________________________________________
 EJ1526  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EJ1526  DYNAMIC HT  -         278.847 (meters)     914.85  (feet)  COMP
 EJ1526  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 EJ1526
 EJ1526  VERT ORDER  -  SECOND    CLASS 0
 EJ1526
 EJ1526.The horizontal coordinates were scaled from a topographic map and have
 EJ1526.an estimated accuracy of +/- 6 seconds.
 EJ1526
 EJ1526.The orthometric height was determined by differential leveling
 EJ1526.and adjusted by the National Geodetic Survey in June 1991..
 EJ1526
 EJ1526.The geoid height was determined by GEOID03.
 EJ1526
 EJ1526.The dynamic height is computed by dividing the NAVD 88
 EJ1526.geopotential number by the normal gravity value computed on the
 EJ1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1526.degrees latitude (g = 980.6199 gals.).
 EJ1526
 EJ1526.The modeled gravity was interpolated from observed gravity values.
 EJ1526
 EJ1526;                    North         East    Units  Estimated Accuracy
 EJ1526;SPC AR S     -   607,300.      227,350.      MT  (+/- 180 meters Scaled)
 EJ1526
 EJ1526                          SUPERSEDED SURVEY CONTROL
 EJ1526
 EJ1526  NGVD 29 (??/??/92)  279.074  (m)          915.60   (f) ADJ UNCH    2 0
 EJ1526
 EJ1526.Superseded values are not recommended for survey control.
 EJ1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1526.See file dsdata.txt to determine how the superseded data were derived.
 EJ1526
 EJ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU191203(NAD 83)
 EJ1526_MARKER: DB = BENCH MARK DISK
 EJ1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1526_STAMPING: D-135 1935
 EJ1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1526+STABILITY: SURFACE MOTION
 EJ1526
 EJ1526  HISTORY     - Date     Condition        Report By
 EJ1526  HISTORY     - 1935     MONUMENTED       CGS
 EJ1526  HISTORY     - 1961     GOOD             NGS
 EJ1526
 EJ1526                          STATION DESCRIPTION
 EJ1526
 EJ1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1526'8.3 MI E FROM OPAL.
 EJ1526'8.3 MILES EAST OF, ALONG THE OLD ALDER-GASTON ROAD, POST OFFICE.  1.2
 EJ1526'MI S ALONG BIG FORK RD, 7.1 MI E ALONG ALDER-GASTON RD, AT JUNCTION OF
 EJ1526'A TRAIL SOUTHEAST.  ABOUT .9 MILE WEST OF JUNCTION OF A ROAD SOUTH TO
 EJ1526'A FARMHOUSE.  57 FEET NORTHEAST OF INTERSECTION OF ROADS.  17.5 FEET
 EJ1526'EAST OF A BLAZED TREE .8 FT. IN DIAMETER.  16 FT. NORTH OF ROAD
 EJ1526'CENTERLINE.  TABLET SET IN PRECAST CONCRETE POST.  NOTE-- MARK IS NEAR
 EJ1526'THE SOUTHWEST CORNER OF SEC 34, T. 2 S., R. 27 W.
 EJ1526
 EJ1526                          STATION RECOVERY (1961)
 EJ1526
 EJ1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1539 ***********************************************************************
 EJ1539  DESIGNATION -  D 136
 EJ1539  PID         -  EJ1539
 EJ1539  STATE/COUNTY-  AR/MONTGOMERY
 EJ1539  USGS QUAD   -  ODEN (1985)
 EJ1539
 EJ1539                         *CURRENT SURVEY CONTROL
 EJ1539  ___________________________________________________________________
 EJ1539* NAD 83(1986)-  34 33 28.     (N)    093 45 12.     (W)     SCALED    
 EJ1539* NAVD 88     -       221.145  (meters)     725.54   (feet)  ADJUSTED  
 EJ1539  ___________________________________________________________________
 EJ1539  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EJ1539  DYNAMIC HT  -         220.916 (meters)     724.79  (feet)  COMP
 EJ1539  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 EJ1539
 EJ1539  VERT ORDER  -  SECOND    CLASS 0
 EJ1539
 EJ1539.The horizontal coordinates were scaled from a topographic map and have
 EJ1539.an estimated accuracy of +/- 6 seconds.
 EJ1539
 EJ1539.The orthometric height was determined by differential leveling
 EJ1539.and adjusted by the National Geodetic Survey in June 1991..
 EJ1539
 EJ1539.The geoid height was determined by GEOID03.
 EJ1539
 EJ1539.The dynamic height is computed by dividing the NAVD 88
 EJ1539.geopotential number by the normal gravity value computed on the
 EJ1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1539.degrees latitude (g = 980.6199 gals.).
 EJ1539
 EJ1539.The modeled gravity was interpolated from observed gravity values.
 EJ1539
 EJ1539;                    North         East    Units  Estimated Accuracy
 EJ1539;SPC AR S     -   611,130.      239,100.      MT  (+/- 180 meters Scaled)
 EJ1539
 EJ1539                          SUPERSEDED SURVEY CONTROL
 EJ1539
 EJ1539  NGVD 29 (??/??/92)  221.080  (m)          725.33   (f) ADJ UNCH    2 0
 EJ1539
 EJ1539.Superseded values are not recommended for survey control.
 EJ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1539.See file dsdata.txt to determine how the superseded data were derived.
 EJ1539
 EJ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU308242(NAD 83)
 EJ1539_MARKER: DB = BENCH MARK DISK
 EJ1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1539_STAMPING: D 136 1935
 EJ1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1539+STABILITY: SURFACE MOTION
 EJ1539
 EJ1539  HISTORY     - Date     Condition        Report By
 EJ1539  HISTORY     - 1935     MONUMENTED       CGS
 EJ1539  HISTORY     - 1961     GOOD             NGS
 EJ1539
 EJ1539                          STATION DESCRIPTION
 EJ1539
 EJ1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1539'6.0 MI S FROM ODEN.
 EJ1539'THIS MARK RECOVERED ABOUT 0.3 MILE SOUTH OF A FORD OVER OUACHITA
 EJ1539'RIVER, 69 FEET NORTH OF THE CENTER OF THE INTERSECTION OF MAIN ROAD
 EJ1539'AND A ROAD LEADING TO A FARMHOUSE AND IS 0.5 FOOT NORTH OF A WIRE
 EJ1539'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1125 ***********************************************************************
 EJ1125  DESIGNATION -  D 137
 EJ1125  PID         -  EJ1125
 EJ1125  STATE/COUNTY-  AR/CLARK
 EJ1125  USGS QUAD   -  AMITY (1966)
 EJ1125
 EJ1125                         *CURRENT SURVEY CONTROL
 EJ1125  ___________________________________________________________________
 EJ1125* NAD 83(1986)-  34 19 41.     (N)    093 23 27.     (W)     SCALED    
 EJ1125* NAVD 88     -       178.299  (meters)     584.97   (feet)  ADJUSTED  
 EJ1125  ___________________________________________________________________
 EJ1125  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EJ1125  DYNAMIC HT  -         178.119 (meters)     584.38  (feet)  COMP
 EJ1125  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 EJ1125
 EJ1125  VERT ORDER  -  SECOND    CLASS 0
 EJ1125
 EJ1125.The horizontal coordinates were scaled from a topographic map and have
 EJ1125.an estimated accuracy of +/- 6 seconds.
 EJ1125
 EJ1125.The orthometric height was determined by differential leveling
 EJ1125.and adjusted by the National Geodetic Survey in June 1991..
 EJ1125
 EJ1125.The geoid height was determined by GEOID03.
 EJ1125
 EJ1125.The dynamic height is computed by dividing the NAVD 88
 EJ1125.geopotential number by the normal gravity value computed on the
 EJ1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1125.degrees latitude (g = 980.6199 gals.).
 EJ1125
 EJ1125.The modeled gravity was interpolated from observed gravity values.
 EJ1125
 EJ1125;                    North         East    Units  Estimated Accuracy
 EJ1125;SPC AR S     -   585,140.      272,020.      MT  (+/- 180 meters Scaled)
 EJ1125
 EJ1125                          SUPERSEDED SURVEY CONTROL
 EJ1125
 EJ1125  NGVD 29 (??/??/92)  178.288  (m)          584.93   (f) ADJ UNCH    2 0
 EJ1125
 EJ1125.Superseded values are not recommended for survey control.
 EJ1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1125.See file dsdata.txt to determine how the superseded data were derived.
 EJ1125
 EJ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT640986(NAD 83)
 EJ1125_MARKER: DB = BENCH MARK DISK
 EJ1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1125_STAMPING: D 137 1935
 EJ1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1125+STABILITY: SURFACE MOTION
 EJ1125
 EJ1125  HISTORY     - Date     Condition        Report By
 EJ1125  HISTORY     - 1935     MONUMENTED       CGS
 EJ1125
 EJ1125                          STATION DESCRIPTION
 EJ1125
 EJ1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1125'8.1 MI NE FROM AMITY.
 EJ1125'8.1 MILES NORTHEAST ALONG THE AMITY-BISMARCK ROAD FROM THE MISSOURI
 EJ1125'PACIFIC RAILROAD STATION AT AMITY, AT A PLACE KNOWN AS ELM, 105 FEET
 EJ1125'NORTH OF THE CENTERLINE OF THE ROAD, 100 FEET NORTHWEST OF THE
 EJ1125'JUNCTION OF A ROAD LEADING NORTH, 7 FEET WEST OF THE SOUTHEAST CORNER
 EJ1125'OF THE B.L. MASSEY STONE YARD FENCE, AND 1 FOOT SOUTH OF THE FENCE. A
 EJ1125'STANDARD DISK, STAMPED D 137 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1125'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1229 ***********************************************************************
 EJ1229  DESIGNATION -  D 138
 EJ1229  PID         -  EJ1229
 EJ1229  STATE/COUNTY-  AR/CLARK
 EJ1229  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1229
 EJ1229                         *CURRENT SURVEY CONTROL
 EJ1229  ___________________________________________________________________
 EJ1229* NAD 83(1986)-  34 06 20.     (N)    093 06 36.     (W)     SCALED    
 EJ1229* NAVD 88     -        73.748  (meters)     241.95   (feet)  ADJUSTED  
 EJ1229  ___________________________________________________________________
 EJ1229  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ1229  DYNAMIC HT  -          73.674 (meters)     241.71  (feet)  COMP
 EJ1229  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 EJ1229
 EJ1229  VERT ORDER  -  SECOND    CLASS 0
 EJ1229
 EJ1229.The horizontal coordinates were scaled from a topographic map and have
 EJ1229.an estimated accuracy of +/- 6 seconds.
 EJ1229
 EJ1229.The orthometric height was determined by differential leveling
 EJ1229.and adjusted by the National Geodetic Survey in June 1991..
 EJ1229
 EJ1229.The geoid height was determined by GEOID03.
 EJ1229
 EJ1229.The dynamic height is computed by dividing the NAVD 88
 EJ1229.geopotential number by the normal gravity value computed on the
 EJ1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1229.degrees latitude (g = 980.6199 gals.).
 EJ1229
 EJ1229.The modeled gravity was interpolated from observed gravity values.
 EJ1229
 EJ1229;                    North         East    Units  Estimated Accuracy
 EJ1229;SPC AR S     -   560,150.      297,590.      MT  (+/- 180 meters Scaled)
 EJ1229
 EJ1229                          SUPERSEDED SURVEY CONTROL
 EJ1229
 EJ1229  NGVD 29 (??/??/92)   73.758  (m)          241.99   (f) ADJ UNCH    2 0
 EJ1229
 EJ1229.Superseded values are not recommended for survey control.
 EJ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1229.See file dsdata.txt to determine how the superseded data were derived.
 EJ1229
 EJ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT898738(NAD 83)
 EJ1229_MARKER: DB = BENCH MARK DISK
 EJ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1229_STAMPING: D 138 1935
 EJ1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1229+STABILITY: SURFACE MOTION
 EJ1229
 EJ1229  HISTORY     - Date     Condition        Report By
 EJ1229  HISTORY     - 1935     MONUMENTED       CGS
 EJ1229  HISTORY     - 1964     GOOD             NGS
 EJ1229
 EJ1229                          STATION DESCRIPTION
 EJ1229
 EJ1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1229'4 MI SW FROM ARKADELPHIA.
 EJ1229'ABOUT 4 MILES SOUTHWEST ALONG STATE HIGHWAY 51 FROM THE POST OFFICE AT
 EJ1229'ARKADELPHIA, 1.6 MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 8,
 EJ1229'92 FEET WEST OF THE NORTHWEST CORNER OF A BRIDGE OVER LITTLE DECIPER
 EJ1229'CREEK, 92 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT THE JUNCTION
 EJ1229'OF A ROAD LEADING SOUTHWEST, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD
 EJ1229'DISK, STAMPED D 138 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 EJ1229'MARK IS 92 FT W OF THE NW CORNER OF A FORMER BRIDGE SITE, 9 FT E OF
 EJ1229'THE E END OF A WIRE GATE, 3 FT SE OF THE SE CORNER OF A STOCK LOADING
 EJ1229'CHUTE AND JUST BELOW THE SURFACE OF THE GROUND.
 EJ1229
 EJ1229                          STATION RECOVERY (1964)
 EJ1229
 EJ1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0726 ***********************************************************************
 EJ0726  DESIGNATION -  D 139
 EJ0726  PID         -  EJ0726
 EJ0726  STATE/COUNTY-  AR/HOT SPRING
 EJ0726  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0726
 EJ0726                         *CURRENT SURVEY CONTROL
 EJ0726  ___________________________________________________________________
 EJ0726* NAD 83(1986)-  34 19 53.     (N)    092 56 46.     (W)     SCALED    
 EJ0726* NAVD 88     -        84.952  (meters)     278.71   (feet)  ADJUSTED  
 EJ0726  ___________________________________________________________________
 EJ0726  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EJ0726  DYNAMIC HT  -          84.869 (meters)     278.44  (feet)  COMP
 EJ0726  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 EJ0726
 EJ0726  VERT ORDER  -  SECOND    CLASS 0
 EJ0726
 EJ0726.The horizontal coordinates were scaled from a topographic map and have
 EJ0726.an estimated accuracy of +/- 6 seconds.
 EJ0726
 EJ0726.The orthometric height was determined by differential leveling
 EJ0726.and adjusted by the National Geodetic Survey in June 1991..
 EJ0726
 EJ0726.The geoid height was determined by GEOID03.
 EJ0726
 EJ0726.The dynamic height is computed by dividing the NAVD 88
 EJ0726.geopotential number by the normal gravity value computed on the
 EJ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0726.degrees latitude (g = 980.6199 gals.).
 EJ0726
 EJ0726.The modeled gravity was interpolated from observed gravity values.
 EJ0726
 EJ0726;                    North         East    Units  Estimated Accuracy
 EJ0726;SPC AR S     -   585,040.      312,940.      MT  (+/- 180 meters Scaled)
 EJ0726
 EJ0726                          SUPERSEDED SURVEY CONTROL
 EJ0726
 EJ0726  NGVD 29 (??/??/92)   84.960  (m)          278.74   (f) ADJ UNCH    2 0
 EJ0726
 EJ0726.Superseded values are not recommended for survey control.
 EJ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0726.See file dsdata.txt to determine how the superseded data were derived.
 EJ0726
 EJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT049989(NAD 83)
 EJ0726_MARKER: DB = BENCH MARK DISK
 EJ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0726_STAMPING: D 139 1935
 EJ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0726+STABILITY: SURFACE MOTION
 EJ0726
 EJ0726  HISTORY     - Date     Condition        Report By
 EJ0726  HISTORY     - 1935     MONUMENTED       CGS
 EJ0726  HISTORY     - 1935     GOOD             NGS
 EJ0726  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0726
 EJ0726                          STATION DESCRIPTION
 EJ0726
 EJ0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0726'1.8 MI W FROM SOCIAL HILL.
 EJ0726'1.8 MILES WEST ALONG STATE HIGHWAY 84 FROM R.J. HODGES RESIDENCE AT
 EJ0726'SOCIAL HILL, AT THE JUNCTION OF A ROAD LEADING NORTH TO TOWER 3 OF THE
 EJ0726'STATE FOREST SERVICE, 60 FEET SOUTHWEST OF THE CENTER OF THE
 EJ0726'INTERSECTION OF THE ROADS, 30 FEET SOUTH OF THE CENTERLINE OF THE
 EJ0726'HIGHWAY, 13 FEET SOUTHWEST OF A 25-INCH BLAZED OAK TREE, AND 2.5 FEET
 EJ0726'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 139 1935 AND SET
 EJ0726'IN THE TOP OF A CONCRETE POST.
 EJ0726
 EJ0726                          STATION RECOVERY (1975)
 EJ0726
 EJ0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2336 ***********************************************************************
 EH2336  DESIGNATION -  D 14
 EH2336  PID         -  EH2336
 EH2336  STATE/COUNTY-  AR/ARKANSAS
 EH2336  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2336
 EH2336                         *CURRENT SURVEY CONTROL
 EH2336  ___________________________________________________________________
 EH2336* NAD 83(1986)-  34 30 14.     (N)    091 33 00.     (W)     SCALED    
 EH2336* NAVD 88     -        66.684  (meters)     218.78   (feet)  ADJUSTED  
 EH2336  ___________________________________________________________________
 EH2336  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2336  DYNAMIC HT  -          66.620 (meters)     218.57  (feet)  COMP
 EH2336  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EH2336
 EH2336  VERT ORDER  -  FIRST     CLASS II
 EH2336
 EH2336.The horizontal coordinates were scaled from a topographic map and have
 EH2336.an estimated accuracy of +/- 6 seconds.
 EH2336
 EH2336.The orthometric height was determined by differential leveling
 EH2336.and adjusted by the National Geodetic Survey in June 1991..
 EH2336
 EH2336.The geoid height was determined by GEOID03.
 EH2336
 EH2336.The dynamic height is computed by dividing the NAVD 88
 EH2336.geopotential number by the normal gravity value computed on the
 EH2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2336.degrees latitude (g = 980.6199 gals.).
 EH2336
 EH2336.The modeled gravity was interpolated from observed gravity values.
 EH2336
 EH2336;                    North         East    Units  Estimated Accuracy
 EH2336;SPC AR S     -   603,860.      441,320.      MT  (+/- 180 meters Scaled)
 EH2336
 EH2336                          SUPERSEDED SURVEY CONTROL
 EH2336
 EH2336  NGVD 29 (??/??/??)   66.712  (m)          218.87   (f) ADJUSTED    1 2
 EH2336
 EH2336.Superseded values are not recommended for survey control.
 EH2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2336.See file dsdata.txt to determine how the superseded data were derived.
 EH2336
 EH2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU331189(NAD 83)
 EH2336_MARKER: DB = BENCH MARK DISK
 EH2336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2336_SP_SET: BUILDING
 EH2336_STAMPING: 218.799 D 14 1932
 EH2336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2336
 EH2336  HISTORY     - Date     Condition        Report By
 EH2336  HISTORY     - 1932     MONUMENTED       CGS
 EH2336  HISTORY     - 1954     GOOD             CGS
 EH2336  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2336
 EH2336                          STATION DESCRIPTION
 EH2336
 EH2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2336'IN STUTTGART.
 EH2336'AT STUTTGART, ARKANSAS COUNTY, AT THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH2336'STATION, IN THE FRONT (NORTH) WALL, 2 FEET WEST OF THE WEST SIDE OF
 EH2336'THE DOOR OF THE WHITE WAITING ROOM, AND ABOUT 4-1/2 FEET ABOVE THE
 EH2336'PLATFORM.  A STANDARD DISK, STAMPED 218.799 D 14 1932 AND SET
 EH2336'VERTICALLY.
 EH2336
 EH2336                          STATION RECOVERY (2003)
 EH2336
 EH2336'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0712 ***********************************************************************
 EJ0712  DESIGNATION -  D 140
 EJ0712  PID         -  EJ0712
 EJ0712  STATE/COUNTY-  AR/GARLAND
 EJ0712  USGS QUAD   -  LAKE CATHERINE (1978)
 EJ0712
 EJ0712                         *CURRENT SURVEY CONTROL
 EJ0712  ___________________________________________________________________
 EJ0712* NAD 83(1986)-  34 27 50.     (N)    092 58 19.     (W)     SCALED    
 EJ0712* NAVD 88     -       103.567  (meters)     339.79   (feet)  ADJUSTED  
 EJ0712  ___________________________________________________________________
 EJ0712  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EJ0712  DYNAMIC HT  -         103.467 (meters)     339.46  (feet)  COMP
 EJ0712  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EJ0712
 EJ0712  VERT ORDER  -  SECOND    CLASS 0
 EJ0712
 EJ0712.The horizontal coordinates were scaled from a topographic map and have
 EJ0712.an estimated accuracy of +/- 6 seconds.
 EJ0712
 EJ0712.The orthometric height was determined by differential leveling
 EJ0712.and adjusted by the National Geodetic Survey in June 1991..
 EJ0712
 EJ0712.The geoid height was determined by GEOID03.
 EJ0712
 EJ0712.The dynamic height is computed by dividing the NAVD 88
 EJ0712.geopotential number by the normal gravity value computed on the
 EJ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0712.degrees latitude (g = 980.6199 gals.).
 EJ0712
 EJ0712.The modeled gravity was interpolated from observed gravity values.
 EJ0712
 EJ0712;                    North         East    Units  Estimated Accuracy
 EJ0712;SPC AR S     -   599,760.      310,700.      MT  (+/- 180 meters Scaled)
 EJ0712
 EJ0712                          SUPERSEDED SURVEY CONTROL
 EJ0712
 EJ0712  NGVD 29 (??/??/92)  103.56   (m)          339.8    (f) COMPUTED    2 0
 EJ0712
 EJ0712.Superseded values are not recommended for survey control.
 EJ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0712.See file dsdata.txt to determine how the superseded data were derived.
 EJ0712
 EJ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU025135(NAD 83)
 EJ0712_MARKER: DB = BENCH MARK DISK
 EJ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0712_STAMPING: D 140 1935
 EJ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0712+STABILITY: SURFACE MOTION
 EJ0712
 EJ0712  HISTORY     - Date     Condition        Report By
 EJ0712  HISTORY     - 1935     MONUMENTED       CGS
 EJ0712  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0712
 EJ0712                          STATION DESCRIPTION
 EJ0712
 EJ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0712'6.3 MI SE FROM HOT SPRING.
 EJ0712'6.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 270 FROM THE POST OFFICE AT HOT
 EJ0712'SPRINGS, AT THE JUNCTION OF A ROAD LEADING WEST TO LAKE CATHERINE, 110
 EJ0712'FEET SOUTHEAST OF A GRADE CROSSING OF THE CHICAGO, ROCK ISLAND AND
 EJ0712'PACIFIC RAILROAD AT POLE 50-25, 47 FEET NORTHEAST OF THE CENTERLINE OF
 EJ0712'THE TRACK, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1
 EJ0712'FOOT NORTHWEST OF THE EDGE OF THE GRADE CROSSING OF THE ROAD WEST TO
 EJ0712'LAKE CATHERINE.  A STANDARD DISK, STAMPED D 140 1935 AND SET IN THE
 EJ0712'TOP OF A CONCRETE POST.
 EJ0712
 EJ0712                          STATION RECOVERY (1975)
 EJ0712
 EJ0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1425 ***********************************************************************
 FG1425  DESIGNATION -  D 142
 FG1425  PID         -  FG1425
 FG1425  STATE/COUNTY-  AR/FRANKLIN
 FG1425  USGS QUAD   -  BIDVILLE (1973)
 FG1425
 FG1425                         *CURRENT SURVEY CONTROL
 FG1425  ___________________________________________________________________
 FG1425* NAD 83(1986)-  35 40 28.     (N)    093 54 57.     (W)     SCALED    
 FG1425* NAVD 88     -       368.555  (meters)    1209.17   (feet)  ADJUSTED  
 FG1425  ___________________________________________________________________
 FG1425  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FG1425  DYNAMIC HT  -         368.209 (meters)    1208.03  (feet)  COMP
 FG1425  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 FG1425
 FG1425  VERT ORDER  -  SECOND    CLASS 0
 FG1425
 FG1425.The horizontal coordinates were scaled from a topographic map and have
 FG1425.an estimated accuracy of +/- 6 seconds.
 FG1425
 FG1425.The orthometric height was determined by differential leveling
 FG1425.and adjusted by the National Geodetic Survey in June 1991..
 FG1425
 FG1425.The geoid height was determined by GEOID03.
 FG1425
 FG1425.The dynamic height is computed by dividing the NAVD 88
 FG1425.geopotential number by the normal gravity value computed on the
 FG1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1425.degrees latitude (g = 980.6199 gals.).
 FG1425
 FG1425.The modeled gravity was interpolated from observed gravity values.
 FG1425
 FG1425;                    North         East    Units  Estimated Accuracy
 FG1425;SPC AR N     -   150,470.      226,580.      MT  (+/- 180 meters Scaled)
 FG1425
 FG1425                          SUPERSEDED SURVEY CONTROL
 FG1425
 FG1425  NGVD 29 (??/??/92)  368.460  (m)         1208.86   (f) ADJ UNCH    2 0
 FG1425
 FG1425.Superseded values are not recommended for survey control.
 FG1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1425.See file dsdata.txt to determine how the superseded data were derived.
 FG1425
 FG1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV171482(NAD 83)
 FG1425_MARKER: DB = BENCH MARK DISK
 FG1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1425_STAMPING: D 142 1935
 FG1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1425+STABILITY: SURFACE MOTION
 FG1425
 FG1425  HISTORY     - Date     Condition        Report By
 FG1425  HISTORY     - 1935     MONUMENTED       CGS
 FG1425  HISTORY     - 1959     GOOD             NGS
 FG1425  HISTORY     - 1972     POOR             NGS
 FG1425
 FG1425                          STATION DESCRIPTION
 FG1425
 FG1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1425'9.1 MI W FROM CASS.
 FG1425'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BRIDGE OVER FANES
 FG1425'CREEK AT CASS, FRANKLINE COUNTY, 8.0 MILES WEST ALONG THE
 FG1425'CASS-BIDVILLE ROAD, 1 MILE WEST OF THE CONCRETE BRIDGE OVER SPIRITS
 FG1425'CREEK, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 34 FEET SOUTH
 FG1425'OF A LONE 8-INCH PINE TREE NEAR THE ROAD, 30 FEET NORTHWEST OF THE TOP
 FG1425'OF A SLOPE, AMONG SOME SMALL BOULDERS, AND 5 FEET SOUTHWEST OF A
 FG1425'14-INCH OAK TREE.  A STANDARD DISK, STAMPED D 142 1935 AND SET IN THE
 FG1425'TOP OF A CONCRETE POST.  NOTE-- MARK RECOVERED AS DESCRIBED AND IS
 FG1425'ALSO ABOUT 0.6 MILE EASTERLY FROM THE JUNCTION WITH THE SHORE LAKES
 FG1425'ROAD AND IS ABOUT 0.7 MILE WEST OF BRIDGE OVER SPIRITS CREEK INSTEAD
 FG1425'OF 1.0 MILE AS ORIGINALLY DESCRIBED.
 FG1425
 FG1425                          STATION RECOVERY (1972)
 FG1425
 FG1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1425'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1367 ***********************************************************************
 FG1367  DESIGNATION -  D 143
 FG1367  PID         -  FG1367
 FG1367  STATE/COUNTY-  AR/CRAWFORD
 FG1367  USGS QUAD   -  BIDVILLE (1973)
 FG1367
 FG1367                         *CURRENT SURVEY CONTROL
 FG1367  ___________________________________________________________________
 FG1367* NAD 83(1986)-  35 44 52.     (N)    093 57 29.     (W)     SCALED    
 FG1367* NAVD 88     -       699.777  (meters)    2295.85   (feet)  ADJUSTED  
 FG1367  ___________________________________________________________________
 FG1367  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FG1367  DYNAMIC HT  -         699.087 (meters)    2293.59  (feet)  COMP
 FG1367  MODELED GRAV-     979,624.4   (mgal)                       NAVD 88
 FG1367
 FG1367  VERT ORDER  -  SECOND    CLASS 0
 FG1367
 FG1367.The horizontal coordinates were scaled from a topographic map and have
 FG1367.an estimated accuracy of +/- 6 seconds.
 FG1367
 FG1367.The orthometric height was determined by differential leveling
 FG1367.and adjusted by the National Geodetic Survey in June 1991..
 FG1367
 FG1367.The geoid height was determined by GEOID03.
 FG1367
 FG1367.The dynamic height is computed by dividing the NAVD 88
 FG1367.geopotential number by the normal gravity value computed on the
 FG1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1367.degrees latitude (g = 980.6199 gals.).
 FG1367
 FG1367.The modeled gravity was interpolated from observed gravity values.
 FG1367
 FG1367;                    North         East    Units  Estimated Accuracy
 FG1367;SPC AR N     -   158,680.      222,920.      MT  (+/- 180 meters Scaled)
 FG1367
 FG1367                          SUPERSEDED SURVEY CONTROL
 FG1367
 FG1367  NGVD 29 (??/??/92)  699.640  (m)         2295.40   (f) ADJ UNCH    2 0
 FG1367
 FG1367.Superseded values are not recommended for survey control.
 FG1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1367.See file dsdata.txt to determine how the superseded data were derived.
 FG1367
 FG1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV133563(NAD 83)
 FG1367_MARKER: DB = BENCH MARK DISK
 FG1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1367_STAMPING: D 143 1935
 FG1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1367+STABILITY: SURFACE MOTION
 FG1367
 FG1367  HISTORY     - Date     Condition        Report By
 FG1367  HISTORY     - 1935     MONUMENTED       CGS
 FG1367  HISTORY     - 1960     GOOD             NGS
 FG1367
 FG1367                          STATION DESCRIPTION
 FG1367
 FG1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1367'1.5 MI NE FROM BIDVILLE.
 FG1367'1.5 MILES NORTHEAST ALONG THE BIDVILE-HEALTH ROAD FROM THE SCHOOL AT
 FG1367'BIDVILLE, CRAWFORD COUNTY, 31 FEET NORTHEAST OF THE J. F. WOOD
 FG1367'FARMHOUSE, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 11 FEET EAST
 FG1367'OF A NORTHWEST FENCE CORNER, 8 FEET NORTHEAST OF A SHOP, AND 2 FEET
 FG1367'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED D 143 1935 AND SET IN THE
 FG1367'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0077 ***********************************************************************
 FH0077  DESIGNATION -  D 144
 FH0077  PID         -  FH0077
 FH0077  STATE/COUNTY-  AR/WASHINGTON
 FH0077  USGS QUAD   -  BRENTWOOD (1983)
 FH0077
 FH0077                         *CURRENT SURVEY CONTROL
 FH0077  ___________________________________________________________________
 FH0077* NAD 83(1986)-  35 49 16.     (N)    094 01 32.     (W)     SCALED    
 FH0077* NAVD 88     -       673.199  (meters)    2208.65   (feet)  ADJUSTED  
 FH0077  ___________________________________________________________________
 FH0077  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FH0077  DYNAMIC HT  -         672.550 (meters)    2206.52  (feet)  COMP
 FH0077  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 FH0077
 FH0077  VERT ORDER  -  SECOND    CLASS 0
 FH0077
 FH0077.The horizontal coordinates were scaled from a topographic map and have
 FH0077.an estimated accuracy of +/- 6 seconds.
 FH0077
 FH0077.The orthometric height was determined by differential leveling
 FH0077.and adjusted by the National Geodetic Survey in June 1991..
 FH0077
 FH0077.The geoid height was determined by GEOID03.
 FH0077
 FH0077.The dynamic height is computed by dividing the NAVD 88
 FH0077.geopotential number by the normal gravity value computed on the
 FH0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0077.degrees latitude (g = 980.6199 gals.).
 FH0077
 FH0077.The modeled gravity was interpolated from observed gravity values.
 FH0077
 FH0077;                    North         East    Units  Estimated Accuracy
 FH0077;SPC AR N     -   166,940.      216,980.      MT  (+/- 180 meters Scaled)
 FH0077
 FH0077                          SUPERSEDED SURVEY CONTROL
 FH0077
 FH0077  NGVD 29 (??/??/92)  673.043  (m)         2208.14   (f) ADJ UNCH    2 0
 FH0077
 FH0077.Superseded values are not recommended for survey control.
 FH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0077.See file dsdata.txt to determine how the superseded data were derived.
 FH0077
 FH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV073645(NAD 83)
 FH0077_MARKER: DB = BENCH MARK DISK
 FH0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0077_STAMPING: D 144 1935
 FH0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0077+STABILITY: SURFACE MOTION
 FH0077
 FH0077  HISTORY     - Date     Condition        Report By
 FH0077  HISTORY     - 1935     MONUMENTED       CGS
 FH0077  HISTORY     - 1960     GOOD             NGS
 FH0077  HISTORY     - 1973     MARK NOT FOUND   USGS
 FH0077
 FH0077                          STATION DESCRIPTION
 FH0077
 FH0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0077'1.4 MI W FROM SUNSET.
 FH0077'1.4 MILES WEST ALONG STATE HIGHWAY 74 FROM THE SCHOOL AT SUNSET,
 FH0077'WASHINGTON COUNTY, 500 FEET NORTHEAST OF THE MONROE DOSS
 FH0077'FARMHOUSE, 105 FEET SOUTHEAST OF A RIGHT ANGLE CURVE IN THE
 FH0077'HIGHWAY, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 FH0077'EAST OF A SOUTHWEST FENCE CORNER, AND 1 FOOT NORTH OF A FENCE.
 FH0077'A STANDARD DISK, STAMPED D 144 1935 AND SET IN THE TOP OF A
 FH0077'CONCRETE POST.  ABOUT 0.8 MILE NORTHERLY FROM THE SUNSET POST
 FH0077'OFFICE, ABOUT 60 YARDS NORTH OF THE CENTERLINE OF A LANE LEADING
 FH0077'WEST TO A FARMHOUSE AND ABOUT 16 FEET EAST OF THE EAST RIGHT OF
 FH0077'WAY FENCE.
 FH0077
 FH0077                          STATION RECOVERY (1973)
 FH0077
 FH0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FH0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1360 ***********************************************************************
 FG1360  DESIGNATION -  D 145
 FG1360  PID         -  FG1360
 FG1360  STATE/COUNTY-  AR/MADISON
 FG1360  USGS QUAD   -  WEATHERS (1973)
 FG1360
 FG1360                         *CURRENT SURVEY CONTROL
 FG1360  ___________________________________________________________________
 FG1360* NAD 83(1986)-  35 57 44.     (N)    093 31 04.     (W)     SCALED    
 FG1360* NAVD 88     -       481.058  (meters)    1578.27   (feet)  ADJUSTED  
 FG1360  ___________________________________________________________________
 FG1360  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG1360  DYNAMIC HT  -         480.604 (meters)    1576.78  (feet)  COMP
 FG1360  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 FG1360
 FG1360  VERT ORDER  -  SECOND    CLASS 0
 FG1360
 FG1360.The horizontal coordinates were scaled from a topographic map and have
 FG1360.an estimated accuracy of +/- 6 seconds.
 FG1360
 FG1360.The orthometric height was determined by differential leveling
 FG1360.and adjusted by the National Geodetic Survey in June 1991..
 FG1360
 FG1360.The geoid height was determined by GEOID03.
 FG1360
 FG1360.The dynamic height is computed by dividing the NAVD 88
 FG1360.geopotential number by the normal gravity value computed on the
 FG1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1360.degrees latitude (g = 980.6199 gals.).
 FG1360
 FG1360.The modeled gravity was interpolated from observed gravity values.
 FG1360
 FG1360;                    North         East    Units  Estimated Accuracy
 FG1360;SPC AR N     -   181,770.      263,100.      MT  (+/- 180 meters Scaled)
 FG1360
 FG1360                          SUPERSEDED SURVEY CONTROL
 FG1360
 FG1360  NGVD 29 (??/??/92)  480.949  (m)         1577.91   (f) ADJ UNCH    2 0
 FG1360
 FG1360.Superseded values are not recommended for survey control.
 FG1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1360.See file dsdata.txt to determine how the superseded data were derived.
 FG1360
 FG1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV533798(NAD 83)
 FG1360_MARKER: DB = BENCH MARK DISK
 FG1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1360_STAMPING: D 145 1935
 FG1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1360+STABILITY: SURFACE MOTION
 FG1360
 FG1360  HISTORY     - Date     Condition        Report By
 FG1360  HISTORY     - 1935     MONUMENTED       CGS
 FG1360
 FG1360                          STATION DESCRIPTION
 FG1360
 FG1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1360'5.4 MI S FROM LOY.
 FG1360'5.4 MILES SOUTH ALONG THE REDSTAR ROAD FROM THE POST OFFICE AT LOY,
 FG1360'MADISON COUNTY, 0.15 MILE SOUTH OF THE JOHN BURKE FARMHOUSE, AT THE
 FG1360'INTERSECTION OF A ROAD LEADING EAST, 0.1 MILE WEST OF A GROVE OF MAPLE
 FG1360'TREES IN A VALLEY, ON THE SLOPE OF A HILL COVERED WITH BOULDERS, 23
 FG1360'FEET WEST OF THE CENTERLINE OF THE ROAD, 90 FEET NORTHWEST OF THE
 FG1360'CENTER OF THE INTERSECTION, AND 37 FEET WEST OF THE SOUTHWEST CORNER
 FG1360'OF A FIELD.  A STANDARD DISK, STAMPED D 145 1935 AND SET IN THE TOP OF
 FG1360'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0507 ***********************************************************************
 FG0507  DESIGNATION -  D 147
 FG0507  PID         -  FG0507
 FG0507  STATE/COUNTY-  AR/NEWTON
 FG0507  USGS QUAD   -  MOORE (1980)
 FG0507
 FG0507                         *CURRENT SURVEY CONTROL
 FG0507  ___________________________________________________________________
 FG0507* NAD 83(1986)-  35 45 11.     (N)    092 59 42.     (W)     SCALED    
 FG0507* NAVD 88     -       465.219  (meters)    1526.31   (feet)  ADJUSTED  
 FG0507  ___________________________________________________________________
 FG0507  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0507  DYNAMIC HT  -         464.776 (meters)    1524.85  (feet)  COMP
 FG0507  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 FG0507
 FG0507  VERT ORDER  -  SECOND    CLASS 0
 FG0507
 FG0507.The horizontal coordinates were scaled from a topographic map and have
 FG0507.an estimated accuracy of +/- 6 seconds.
 FG0507
 FG0507.The orthometric height was determined by differential leveling
 FG0507.and adjusted by the National Geodetic Survey in June 1991..
 FG0507
 FG0507.The geoid height was determined by GEOID03.
 FG0507
 FG0507.The dynamic height is computed by dividing the NAVD 88
 FG0507.geopotential number by the normal gravity value computed on the
 FG0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0507.degrees latitude (g = 980.6199 gals.).
 FG0507
 FG0507.The modeled gravity was interpolated from observed gravity values.
 FG0507
 FG0507;                    North         East    Units  Estimated Accuracy
 FG0507;SPC AR N     -   157,960.      310,020.      MT  (+/- 180 meters Scaled)
 FG0507
 FG0507                          SUPERSEDED SURVEY CONTROL
 FG0507
 FG0507  NGVD 29 (??/??/92)  465.135  (m)         1526.03   (f) ADJ UNCH    2 0
 FG0507
 FG0507.Superseded values are not recommended for survey control.
 FG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0507.See file dsdata.txt to determine how the superseded data were derived.
 FG0507
 FG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV004565(NAD 83)
 FG0507_MARKER: DB = BENCH MARK DISK
 FG0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0507_STAMPING: D 147 1935
 FG0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0507+STABILITY: SURFACE MOTION
 FG0507
 FG0507  HISTORY     - Date     Condition        Report By
 FG0507  HISTORY     - 1935     MONUMENTED       CGS
 FG0507  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0507
 FG0507                          STATION DESCRIPTION
 FG0507
 FG0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0507'0.3 MI S FROM MOORE.
 FG0507'0.3 MILE SOUTH ALONG THE BEN HUR ROAD FROM THE POST OFFICE AT MOORE,
 FG0507'NEWTON COUNTY, 1 MILE WEST ALONG THE RICHLAND CREEK ROAD, 54 FEET WEST
 FG0507'OF THE HIDE-OUT TRAIL, 31 FEET EAST OF THE NORTHEAST CORNER OF THE W.
 FG0507'J. RYLEE FARMHOUSE, 13 FEET NORTH OF A GATE, 5 FEET EAST OF A
 FG0507'SMOKE-HOUSE, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED D
 FG0507'147 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0507
 FG0507                          STATION RECOVERY (1976)
 FG0507
 FG0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0649 ***********************************************************************
 FG0649  DESIGNATION -  D 149
 FG0649  PID         -  FG0649
 FG0649  STATE/COUNTY-  AR/SEARCY
 FG0649  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0649
 FG0649                         *CURRENT SURVEY CONTROL
 FG0649  ___________________________________________________________________
 FG0649* NAD 83(1986)-  35 50 45.     (N)    092 50 45.     (W)     SCALED    
 FG0649* NAVD 88     -       308.491  (meters)    1012.11   (feet)  ADJUSTED  
 FG0649  ___________________________________________________________________
 FG0649  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0649  DYNAMIC HT  -         308.200 (meters)    1011.15  (feet)  COMP
 FG0649  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FG0649
 FG0649  VERT ORDER  -  SECOND    CLASS 0
 FG0649
 FG0649.The horizontal coordinates were scaled from a topographic map and have
 FG0649.an estimated accuracy of +/- 6 seconds.
 FG0649
 FG0649.The orthometric height was determined by differential leveling
 FG0649.and adjusted by the National Geodetic Survey in June 1991..
 FG0649
 FG0649.The geoid height was determined by GEOID03.
 FG0649
 FG0649.The dynamic height is computed by dividing the NAVD 88
 FG0649.geopotential number by the normal gravity value computed on the
 FG0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0649.degrees latitude (g = 980.6199 gals.).
 FG0649
 FG0649.The modeled gravity was interpolated from observed gravity values.
 FG0649
 FG0649;                    North         East    Units  Estimated Accuracy
 FG0649;SPC AR N     -   168,130.      323,590.      MT  (+/- 180 meters Scaled)
 FG0649
 FG0649                          SUPERSEDED SURVEY CONTROL
 FG0649
 FG0649  NGVD 29 (??/??/92)  308.390  (m)         1011.78   (f) ADJ UNCH    2 0
 FG0649
 FG0649.Superseded values are not recommended for survey control.
 FG0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0649.See file dsdata.txt to determine how the superseded data were derived.
 FG0649
 FG0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV139668(NAD 83)
 FG0649_MARKER: DB = BENCH MARK DISK
 FG0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0649_STAMPING: D 149 1935
 FG0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0649+STABILITY: SURFACE MOTION
 FG0649
 FG0649  HISTORY     - Date     Condition        Report By
 FG0649  HISTORY     - 1935     MONUMENTED       CGS
 FG0649
 FG0649                          STATION DESCRIPTION
 FG0649
 FG0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0649'3.7 MI N FROM MAGIC SPRINGS.
 FG0649'3.7 MILES NORTH ALONG THE SNOWBALL ROAD FROM THE POST OFFICE AT MAGIC
 FG0649'SPRINGS, SEARCY COUNTY, ON BOSTON MOUNTAIN, AT A CURVE IN THE ROAD, 77
 FG0649'FEET EAST OF THE CENTERLINE OF THE ROAD, 67 FEET EAST OF THE JUNCTION
 FG0649'OF A PRIVATE ROAD, 46 FEET SOUTHEAST OF A NORTHWEST FENCE CORNER, 23
 FG0649'FEET NORTHEAST OF THE CENTERLINE OF THE PRIVATE ROAD, 11 FEET
 FG0649'NORTHEAST OF A 20-INCH OAK TREE, AND 2 FEET SOUTHEAST OF A FENCE. A
 FG0649'STANDARD DISK, STAMPED D 149 1935 AND SET IN THE TOP OF A CONCRETE
 FG0649'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0866 ***********************************************************************
 EH0866  DESIGNATION -  D 15
 EH0866  PID         -  EH0866
 EH0866  STATE/COUNTY-  AR/LEE
 EH0866  USGS QUAD   -  RONDO (1971)
 EH0866
 EH0866                         *CURRENT SURVEY CONTROL
 EH0866  ___________________________________________________________________
 EH0866* NAD 83(1986)-  34 41 12.     (N)    090 51 35.     (W)     SCALED    
 EH0866* NAVD 88     -        61.576  (meters)     202.02   (feet)  ADJUSTED  
 EH0866  ___________________________________________________________________
 EH0866  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0866  DYNAMIC HT  -          61.519 (meters)     201.83  (feet)  COMP
 EH0866  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 EH0866
 EH0866  VERT ORDER  -  FIRST     CLASS II
 EH0866
 EH0866.The horizontal coordinates were scaled from a topographic map and have
 EH0866.an estimated accuracy of +/- 6 seconds.
 EH0866
 EH0866.The orthometric height was determined by differential leveling
 EH0866.and adjusted by the National Geodetic Survey in June 1991..
 EH0866
 EH0866.The geoid height was determined by GEOID03.
 EH0866
 EH0866.The dynamic height is computed by dividing the NAVD 88
 EH0866.geopotential number by the normal gravity value computed on the
 EH0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0866.degrees latitude (g = 980.6199 gals.).
 EH0866
 EH0866.The modeled gravity was interpolated from observed gravity values.
 EH0866
 EH0866;                    North         East    Units  Estimated Accuracy
 EH0866;SPC AR S     -   624,630.      504,490.      MT  (+/- 180 meters Scaled)
 EH0866
 EH0866                          SUPERSEDED SURVEY CONTROL
 EH0866
 EH0866  NGVD 29 (??/??/??)   61.593  (m)          202.08   (f) ADJUSTED    1 2
 EH0866
 EH0866.Superseded values are not recommended for survey control.
 EH0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0866.See file dsdata.txt to determine how the superseded data were derived.
 EH0866
 EH0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU960403(NAD 83)
 EH0866_MARKER: DB = BENCH MARK DISK
 EH0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0866_STAMPING: 201.985 D 15 1932
 EH0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0866+STABILITY: SURFACE MOTION
 EH0866
 EH0866  HISTORY     - Date     Condition        Report By
 EH0866  HISTORY     - 1932     MONUMENTED       CGS
 EH0866  HISTORY     - 1956     GOOD             CGS
 EH0866  HISTORY     - 20030408 MARK NOT FOUND   USACE
 EH0866
 EH0866                          STATION DESCRIPTION
 EH0866
 EH0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0866'4.5 MI SE FROM AUBREY.
 EH0866'ABOUT 2.55 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE
 EH0866'SCHOOL AT AUBREY, THENCE ABOUT 0.15 MILE NORTH AND ABOUT 1.8 MILES
 EH0866'EAST ALONG DIRT ROADS, AT CROSSING OF THE ABANDONED GRADE OF THE
 EH0866'MISSOUTI AND ARKANSAS RAILROAD, 70 FEET SOUTH OF CENTER LINE OF DIRT
 EH0866'ROAD, 44 FEET SOUTHWEST OF CENTER LINE OF ABANDONED RAILROAD GRADE, 4
 EH0866'FEET NORTHEAST OF A FENCE LINE, 10 1/2 FEET EAST OF A FENCE CORNER AND
 EH0866'GATE POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 EH0866'PROJECTING 4 INCHES.
 EH0866
 EH0866                          STATION RECOVERY (2003)
 EH0866
 EH0866'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0642 ***********************************************************************
 FG0642  DESIGNATION -  D 150
 FG0642  PID         -  FG0642
 FG0642  STATE/COUNTY-  AR/VAN BUREN
 FG0642  USGS QUAD   -  BOTKINBURG (1965)
 FG0642
 FG0642                         *CURRENT SURVEY CONTROL
 FG0642  ___________________________________________________________________
 FG0642* NAD 83(1986)-  35 44 39.     (N)    092 36 20.     (W)     SCALED    
 FG0642* NAVD 88     -       416.858  (meters)    1367.64   (feet)  ADJUSTED  
 FG0642  ___________________________________________________________________
 FG0642  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG0642  DYNAMIC HT  -         416.463 (meters)    1366.35  (feet)  COMP
 FG0642  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 FG0642
 FG0642  VERT ORDER  -  SECOND    CLASS 0
 FG0642
 FG0642.The horizontal coordinates were scaled from a topographic map and have
 FG0642.an estimated accuracy of +/- 6 seconds.
 FG0642
 FG0642.The orthometric height was determined by differential leveling
 FG0642.and adjusted by the National Geodetic Survey in June 1991..
 FG0642
 FG0642.The geoid height was determined by GEOID03.
 FG0642
 FG0642.The dynamic height is computed by dividing the NAVD 88
 FG0642.geopotential number by the normal gravity value computed on the
 FG0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0642.degrees latitude (g = 980.6199 gals.).
 FG0642
 FG0642.The modeled gravity was interpolated from observed gravity values.
 FG0642
 FG0642;                    North         East    Units  Estimated Accuracy
 FG0642;SPC AR N     -   156,690.      345,230.      MT  (+/- 180 meters Scaled)
 FG0642
 FG0642                          SUPERSEDED SURVEY CONTROL
 FG0642
 FG0642  NGVD 29 (??/??/92)  416.740  (m)         1367.25   (f) ADJ UNCH    2 0
 FG0642
 FG0642.Superseded values are not recommended for survey control.
 FG0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0642.See file dsdata.txt to determine how the superseded data were derived.
 FG0642
 FG0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV356556(NAD 83)
 FG0642_MARKER: DB = BENCH MARK DISK
 FG0642_SETTING: 66 = SET IN ROCK OUTCROP
 FG0642_SP_SET: SET IN ROCK OUTCROP
 FG0642_STAMPING: D 150 1935
 FG0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0642+STABILITY: POSITION/ELEVATION WELL
 FG0642
 FG0642  HISTORY     - Date     Condition        Report By
 FG0642  HISTORY     - 1935     MONUMENTED       CGS
 FG0642  HISTORY     - 1959     SEE DESCRIPTION  NGS
 FG0642
 FG0642                          STATION DESCRIPTION
 FG0642
 FG0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0642'3.1 MI N FROM DENNARD.
 FG0642'3.1 MILES NORTH ALONG U. S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0642'DENNARD, VAN BUREN COUNTY, 6.4 MILES SOUTHWEST ALONG THE PEYTON CREEK
 FG0642'ROAD, 200 FEET NORTH OF A SMALL BRANCH, 175 FEET SOUTHEAST OF A KNOLL
 FG0642'OVERGROWN WITH OAK AND PINE TREES, 30 FEET SOUTHEAST OF THE CENTERLINE
 FG0642'OF THE ROAD, 21 FEET SOUTH OF A BLAZED 12-INCH OAK TREE, IN A 12-BY
 FG0642'14-BY 14-FOOT SANDSTONE ROCK, AND 4 FEET SOUTH OF THE NORTH SIDE OF
 FG0642'THE ROCK.  A STANDARD DISK, STAMPED D 150 1935.  NOTE-- MARK IS
 FG0642'INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1220 ***********************************************************************
 EJ1220  DESIGNATION -  D 151
 EJ1220  PID         -  EJ1220
 EJ1220  STATE/COUNTY-  AR/CLARK
 EJ1220  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1220
 EJ1220                         *CURRENT SURVEY CONTROL
 EJ1220  ___________________________________________________________________
 EJ1220* NAD 83(1986)-  34 00 53.     (N)    093 18 26.     (W)     SCALED    
 EJ1220* NAVD 88     -       105.843  (meters)     347.25   (feet)  ADJUSTED  
 EJ1220  ___________________________________________________________________
 EJ1220  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ1220  DYNAMIC HT  -         105.736 (meters)     346.90  (feet)  COMP
 EJ1220  MODELED GRAV-     979,620.7   (mgal)                       NAVD 88
 EJ1220
 EJ1220  VERT ORDER  -  SECOND    CLASS 0
 EJ1220
 EJ1220.The horizontal coordinates were scaled from a topographic map and have
 EJ1220.an estimated accuracy of +/- 6 seconds.
 EJ1220
 EJ1220.The orthometric height was determined by differential leveling
 EJ1220.and adjusted by the National Geodetic Survey in June 1991..
 EJ1220
 EJ1220.The geoid height was determined by GEOID03.
 EJ1220
 EJ1220.The dynamic height is computed by dividing the NAVD 88
 EJ1220.geopotential number by the normal gravity value computed on the
 EJ1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1220.degrees latitude (g = 980.6199 gals.).
 EJ1220
 EJ1220.The modeled gravity was interpolated from observed gravity values.
 EJ1220
 EJ1220;                    North         East    Units  Estimated Accuracy
 EJ1220;SPC AR S     -   550,290.      279,270.      MT  (+/- 180 meters Scaled)
 EJ1220
 EJ1220                          SUPERSEDED SURVEY CONTROL
 EJ1220
 EJ1220  NGVD 29 (??/??/92)  105.842  (m)          347.25   (f) ADJ UNCH    2 0
 EJ1220
 EJ1220.Superseded values are not recommended for survey control.
 EJ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1220.See file dsdata.txt to determine how the superseded data were derived.
 EJ1220
 EJ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT716638(NAD 83)
 EJ1220_MARKER: DB = BENCH MARK DISK
 EJ1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1220_STAMPING: D 151 1935
 EJ1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1220+STABILITY: SURFACE MOTION
 EJ1220
 EJ1220  HISTORY     - Date     Condition        Report By
 EJ1220  HISTORY     - 1935     MONUMENTED       CGS
 EJ1220  HISTORY     - 1975     POOR             USGS
 EJ1220
 EJ1220                          STATION DESCRIPTION
 EJ1220
 EJ1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1220'2.1 MI NE FROM OKOLONA.
 EJ1220'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL AT
 EJ1220'OKOLONA, 0.1 MILE WEST OF A NORTHWARD CURVE IN THE HIGHWAY, 180 FEET
 EJ1220'EAST OF A DRIVEWAY TO THE R. SHACKLEFORD FARMHOUSE, 40 FEET NORTH OF
 EJ1220'THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET WEST OF A FENCE.  A
 EJ1220'STANDARD DISK, STAMPED D 151 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1220'POST.  NOTE-- HAS BEEN HIT AND IS LOOSE.  NO GOOD FOR LEVELS.
 EJ1220
 EJ1220                          STATION RECOVERY (1975)
 EJ1220
 EJ1220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1220'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0745 ***********************************************************************
 EJ0745  DESIGNATION -  D 152 RESET
 EJ0745  PID         -  EJ0745
 EJ0745  STATE/COUNTY-  AR/HOT SPRING
 EJ0745  USGS QUAD   -  DONALDSON (1984)
 EJ0745
 EJ0745                         *CURRENT SURVEY CONTROL
 EJ0745  ___________________________________________________________________
 EJ0745* NAD 83(1986)-  34 14 16.     (N)    092 57 35.     (W)     SCALED    
 EJ0745* NAVD 88     -        72.25   (meters)     237.0    (feet)  RESET     
 EJ0745  ___________________________________________________________________
 EJ0745  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EJ0745
 EJ0745  VERT ORDER  -  THIRD
 EJ0745
 EJ0745.The horizontal coordinates were scaled from a topographic map and have
 EJ0745.an estimated accuracy of +/- 6 seconds.
 EJ0745
 EJ0745.The orthometric height was computed from unverified reset data.
 EJ0745
 EJ0745.The geoid height was determined by GEOID03.
 EJ0745
 EJ0745;                    North         East    Units  Estimated Accuracy
 EJ0745;SPC AR S     -   574,670.      311,590.      MT  (+/- 180 meters Scaled)
 EJ0745
 EJ0745                          SUPERSEDED SURVEY CONTROL
 EJ0745
 EJ0745.No superseded survey control is available for this station.
 EJ0745
 EJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT037885(NAD 83)
 EJ0745_MARKER: DD = SURVEY DISK
 EJ0745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0745_SP_SET: CONCRETE FOOTING
 EJ0745_STAMPING: D-152 RESET 1957
 EJ0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0745
 EJ0745  HISTORY     - Date     Condition        Report By
 EJ0745  HISTORY     - 1957     MONUMENTED       ARHD
 EJ0745
 EJ0745                          STATION DESCRIPTION
 EJ0745
 EJ0745'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1957
 EJ0745'2.2 MI W FROM DONALDSON.
 EJ0745'2.2 MILES WEST ALONG U.S. HIGHWAY 67 FROM THE MISSOURI PACIFIC
 EJ0745'RAILROAD STATION AT DONALDSON, AT THE CONCRETE HIGHWAY BRIDGE OVER THE
 EJ0745'OUACHITA RIVER.  15.33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EJ0745'AND 2.7 FEET EAST OF THE WEST END OF THE NORTH GUARDRAIL IN THE TOP
 EJ0745'CONCRETE FOOTING OF THE RAIL.  BRIDGE NO. 663 STATION 418+21.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0562 ***********************************************************************
 GF0562  DESIGNATION -  D 157
 GF0562  PID         -  GF0562
 GF0562  STATE/COUNTY-  AR/CARROLL
 GF0562  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0562
 GF0562                         *CURRENT SURVEY CONTROL
 GF0562  ___________________________________________________________________
 GF0562* NAD 83(1986)-  36 23 39.     (N)    093 38 00.     (W)     SCALED    
 GF0562* NAVD 88     -       317.732  (meters)    1042.43   (feet)  ADJUSTED  
 GF0562  ___________________________________________________________________
 GF0562  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0562  DYNAMIC HT  -         317.454 (meters)    1041.51  (feet)  COMP
 GF0562  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 GF0562
 GF0562  VERT ORDER  -  SECOND    CLASS 0
 GF0562
 GF0562.The horizontal coordinates were scaled from a topographic map and have
 GF0562.an estimated accuracy of +/- 6 seconds.
 GF0562
 GF0562.The orthometric height was determined by differential leveling
 GF0562.and adjusted by the National Geodetic Survey in June 1991..
 GF0562
 GF0562.The geoid height was determined by GEOID03.
 GF0562
 GF0562.The dynamic height is computed by dividing the NAVD 88
 GF0562.geopotential number by the normal gravity value computed on the
 GF0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0562.degrees latitude (g = 980.6199 gals.).
 GF0562
 GF0562.The modeled gravity was interpolated from observed gravity values.
 GF0562
 GF0562;                    North         East    Units  Estimated Accuracy
 GF0562;SPC AR N     -   229,860.      253,470.      MT  (+/- 180 meters Scaled)
 GF0562
 GF0562                          SUPERSEDED SURVEY CONTROL
 GF0562
 GF0562  NGVD 29 (??/??/92)  317.596  (m)         1041.98   (f) ADJ UNCH    2 0
 GF0562
 GF0562.Superseded values are not recommended for survey control.
 GF0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0562.See file dsdata.txt to determine how the superseded data were derived.
 GF0562
 GF0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA432278(NAD 83)
 GF0562_MARKER: DB = BENCH MARK DISK
 GF0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0562_SP_SET: BRIDGE
 GF0562_STAMPING: D 157 1935
 GF0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0562
 GF0562  HISTORY     - Date     Condition        Report By
 GF0562  HISTORY     - 1935     MONUMENTED       CGS
 GF0562  HISTORY     - 1987     GOOD             USPSQD
 GF0562  HISTORY     - 1987     GOOD             USPSQD
 GF0562  HISTORY     - 1988     GOOD             USPSQD
 GF0562
 GF0562                          STATION DESCRIPTION
 GF0562
 GF0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0562'4.5 MI W FROM BERRYVILLE.
 GF0562'4.5 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COURTHOUSE AT
 GF0562'BERRYVILLE, CARROLL COUNTY, 150 FEET NORTHWEST OF KINGS RIVER
 GF0562'CAMP SERVICE STATION, IN A WING WALL AT THE WEST END OF THE SOUTH
 GF0562'ABUTMENT OF A BRIDGE OVER KINGS RIVER, 15 FEET WEST OF THE
 GF0562'CENTERLINE OF THE HIGHWAY, AND 1 1/2 FEET SOUTHWEST OF THE SOUTH
 GF0562'END OF A BANISTER.  A STANDARD DISK, STAMPED D 157 1935.
 GF0562
 GF0562                          STATION RECOVERY (1987)
 GF0562
 GF0562'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0562'RECOVERED IN GOOD CONDITION.
 GF0562
 GF0562                          STATION RECOVERY (1987)
 GF0562
 GF0562'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0562'RECOVERED IN GOOD CONDITION.
 GF0562
 GF0562                          STATION RECOVERY (1988)
 GF0562
 GF0562'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0430 ***********************************************************************
 GF0430  DESIGNATION -  D 158
 GF0430  PID         -  GF0430
 GF0430  STATE/COUNTY-  AR/CARROLL
 GF0430  USGS QUAD   -  OSAGE (1968)
 GF0430
 GF0430                         *CURRENT SURVEY CONTROL
 GF0430  ___________________________________________________________________
 GF0430* NAD 83(1986)-  36 11 19.     (N)    093 27 22.     (W)     SCALED    
 GF0430* NAVD 88     -       504.678  (meters)    1655.76   (feet)  ADJUSTED  
 GF0430  ___________________________________________________________________
 GF0430  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GF0430  DYNAMIC HT  -         504.215 (meters)    1654.25  (feet)  COMP
 GF0430  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 GF0430
 GF0430  VERT ORDER  -  SECOND    CLASS 0
 GF0430
 GF0430.The horizontal coordinates were scaled from a topographic map and have
 GF0430.an estimated accuracy of +/- 6 seconds.
 GF0430
 GF0430.The orthometric height was determined by differential leveling
 GF0430.and adjusted by the National Geodetic Survey in June 1991..
 GF0430
 GF0430.The geoid height was determined by GEOID03.
 GF0430
 GF0430.The dynamic height is computed by dividing the NAVD 88
 GF0430.geopotential number by the normal gravity value computed on the
 GF0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0430.degrees latitude (g = 980.6199 gals.).
 GF0430
 GF0430.The modeled gravity was interpolated from observed gravity values.
 GF0430
 GF0430;                    North         East    Units  Estimated Accuracy
 GF0430;SPC AR N     -   206,800.      269,030.      MT  (+/- 180 meters Scaled)
 GF0430
 GF0430                          SUPERSEDED SURVEY CONTROL
 GF0430
 GF0430  NGVD 29 (??/??/92)  504.552  (m)         1655.35   (f) ADJ UNCH    2 0
 GF0430
 GF0430.Superseded values are not recommended for survey control.
 GF0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0430.See file dsdata.txt to determine how the superseded data were derived.
 GF0430
 GF0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA589049(NAD 83)
 GF0430_MARKER: DB = BENCH MARK DISK
 GF0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0430_STAMPING: D 158 1935
 GF0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0430+STABILITY: SURFACE MOTION
 GF0430
 GF0430  HISTORY     - Date     Condition        Report By
 GF0430  HISTORY     - 1935     MONUMENTED       CGS
 GF0430  HISTORY     - 1940     GOOD             NGS
 GF0430  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0430
 GF0430                          STATION DESCRIPTION
 GF0430
 GF0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GF0430'3.4 MI SE FROM RUDD.
 GF0430'3.4 MILES SOUTHEAST ALONG THE RUDD-OSAGE ROAD FROM THE POST
 GF0430'OFFICE AT RUDD, CARROLL COUNTY, AT THE JUNCTION OF THE KINGSTON
 GF0430'ROAD, 300 FEET NORTHWEST OF THE FRANK WILSON HOUSE, 300 FEET
 GF0430'SOUTHWEST OF THE FRANK WILSON STORE, 98 FEET WEST OF THE NORTH END
 GF0430'OF A BRIDGE, 73 FEET NORTHWEST OF THE CENTER OF THE ROAD JUNCTION,
 GF0430'AND 42 FEET SOUTHWEST OF THE CENTERLINE OF THE RUDD-OSAGE ROAD.
 GF0430'A STANDARD DISK, STAMPED D 158 1935 AND SET IN THE TOP OF A CONCRETE
 GF0430'POST.
 GF0430
 GF0430                          STATION RECOVERY (1965)
 GF0430
 GF0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1042 ***********************************************************************
 EJ1042  DESIGNATION -  D 159
 EJ1042  PID         -  EJ1042
 EJ1042  STATE/COUNTY-  AR/GARLAND
 EJ1042  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1042
 EJ1042                         *CURRENT SURVEY CONTROL
 EJ1042  ___________________________________________________________________
 EJ1042* NAD 83(1986)-  34 31 18.     (N)    093 20 09.     (W)     SCALED    
 EJ1042* NAVD 88     -       198.962  (meters)     652.76   (feet)  ADJUSTED  
 EJ1042  ___________________________________________________________________
 EJ1042  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EJ1042  DYNAMIC HT  -         198.762 (meters)     652.11  (feet)  COMP
 EJ1042  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 EJ1042
 EJ1042  VERT ORDER  -  SECOND    CLASS 0
 EJ1042
 EJ1042.The horizontal coordinates were scaled from a topographic map and have
 EJ1042.an estimated accuracy of +/- 6 seconds.
 EJ1042
 EJ1042.The orthometric height was determined by differential leveling
 EJ1042.and adjusted by the National Geodetic Survey in June 1991..
 EJ1042
 EJ1042.The geoid height was determined by GEOID03.
 EJ1042
 EJ1042.The dynamic height is computed by dividing the NAVD 88
 EJ1042.geopotential number by the normal gravity value computed on the
 EJ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1042.degrees latitude (g = 980.6199 gals.).
 EJ1042
 EJ1042.The modeled gravity was interpolated from observed gravity values.
 EJ1042
 EJ1042;                    North         East    Units  Estimated Accuracy
 EJ1042;SPC AR S     -   606,550.      277,360.      MT  (+/- 180 meters Scaled)
 EJ1042
 EJ1042                          SUPERSEDED SURVEY CONTROL
 EJ1042
 EJ1042  NGVD 29 (??/??/92)  198.931  (m)          652.66   (f) ADJ UNCH    2 0
 EJ1042
 EJ1042.Superseded values are not recommended for survey control.
 EJ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1042.See file dsdata.txt to determine how the superseded data were derived.
 EJ1042
 EJ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU691200(NAD 83)
 EJ1042_MARKER: DB = BENCH MARK DISK
 EJ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1042_STAMPING: D 159 1935
 EJ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1042+STABILITY: SURFACE MOTION
 EJ1042
 EJ1042  HISTORY     - Date     Condition        Report By
 EJ1042  HISTORY     - 1935     MONUMENTED       CGS
 EJ1042  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1042  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1042
 EJ1042                          STATION DESCRIPTION
 EJ1042
 EJ1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1042'IN CRYSTAL SPRINGS.
 EJ1042'AT CRYSTAL SPRINGS, GARLAND COUNTY, ON U.S. HIGHWAY 270, AT A ROAD
 EJ1042'INTERSECTION, 63 FEET EAST OF THE CENTER LINE OF THE WALNUT FORK ROAD,
 EJ1042'60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT THE PUBLIC
 EJ1042'SCHOOL, 13.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND
 EJ1042'AT THE CENTER OF THE BELL TOWER.  A STANDARD DISK, STAMPED D 159 1935
 EJ1042'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1961-WALNUT FORK ROAD
 EJ1042'HAS BEEN MOVED, THE PUBLIC SCHOOL HAS BEEN TORN DOWN, BM BELIEVED TO
 EJ1042'BE COVERED BY 3 TO 4 FEET OF DIRT.
 EJ1042
 EJ1042                          STATION RECOVERY (1989)
 EJ1042
 EJ1042'RECOVERY NOTE BY US POWER SQUADRON 1989 (JFA)
 EJ1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1192 ***********************************************************************
 FF1192  DESIGNATION -  D 16
 FF1192  PID         -  FF1192
 FF1192  STATE/COUNTY-  AR/CROSS
 FF1192  USGS QUAD   -  TILTON (1980)
 FF1192
 FF1192                         *CURRENT SURVEY CONTROL
 FF1192  ___________________________________________________________________
 FF1192* NAD 83(1986)-  35 21 42.     (N)    091 00 18.     (W)     SCALED    
 FF1192* NAVD 88     -        68.631  (meters)     225.17   (feet)  ADJUSTED  
 FF1192  ___________________________________________________________________
 FF1192  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1192  DYNAMIC HT  -          68.570 (meters)     224.97  (feet)  COMP
 FF1192  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FF1192
 FF1192  VERT ORDER  -  FIRST     CLASS II
 FF1192
 FF1192.The horizontal coordinates were scaled from a topographic map and have
 FF1192.an estimated accuracy of +/- 6 seconds.
 FF1192
 FF1192.The orthometric height was determined by differential leveling
 FF1192.and adjusted by the National Geodetic Survey in June 1991..
 FF1192.WARNING-Repeat measurements at this control monument indicate possible
 FF1192.vertical movement.
 FF1192
 FF1192.The geoid height was determined by GEOID03.
 FF1192
 FF1192.The dynamic height is computed by dividing the NAVD 88
 FF1192.geopotential number by the normal gravity value computed on the
 FF1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1192.degrees latitude (g = 980.6199 gals.).
 FF1192
 FF1192.The modeled gravity was interpolated from observed gravity values.
 FF1192
 FF1192;                    North         East    Units  Estimated Accuracy
 FF1192;SPC AR N     -   114,540.      490,420.      MT  (+/- 180 meters Scaled)
 FF1192
 FF1192                          SUPERSEDED SURVEY CONTROL
 FF1192
 FF1192  NGVD 29 (??/??/??)   68.587  (m)          225.02   (f) ADJUSTED    1 2
 FF1192
 FF1192.Superseded values are not recommended for survey control.
 FF1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1192.See file dsdata.txt to determine how the superseded data were derived.
 FF1192
 FF1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV812149(NAD 83)
 FF1192_MARKER: DB = BENCH MARK DISK
 FF1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1192_STAMPING: 224.963 D 16 1932
 FF1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1192+STABILITY: SURFACE MOTION
 FF1192
 FF1192  HISTORY     - Date     Condition        Report By
 FF1192  HISTORY     - 1932     MONUMENTED       CGS
 FF1192  HISTORY     - 1956     GOOD             CGS
 FF1192  HISTORY     - 20030612 MARK NOT FOUND   USACE
 FF1192
 FF1192                          STATION DESCRIPTION
 FF1192
 FF1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1192'2.8 MI S FROM HICKORY RIDGE.
 FF1192'2.8 MILES SOUTH ALONG THE ST. LOUIS-SOUTHWESTERN RAILWAY FROM
 FF1192'THE STATION AT HICKORY RIDGE, 45 FEET WEST OF WEST RAIL, 77 FEET
 FF1192'WEST-NORTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 164/11,
 FF1192'315 FEET NORTH-NORTHWEST OF CENTER OF CROSSING OF A DRIVE LEADING
 FF1192'WEST TO A FARM HOUSE, ABOUT 95 YARDS EAST OF A BARN AND IN LINE
 FF1192'WITH THE EXTENDED NORTH FACE OF LOWER PART OF BARN, 24 1/2 FEET
 FF1192'SOUTH OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET
 FF1192'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF
 FF1192'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF1192
 FF1192                          STATION RECOVERY (2003)
 FF1192
 FF1192'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0836 ***********************************************************************
 EJ0836  DESIGNATION -  D 161
 EJ0836  PID         -  EJ0836
 EJ0836  STATE/COUNTY-  AR/SALINE
 EJ0836  USGS QUAD   -  PARON SW (1984)
 EJ0836
 EJ0836                         *CURRENT SURVEY CONTROL
 EJ0836  ___________________________________________________________________
 EJ0836* NAD 83(1986)-  34 50 44.     (N)    092 53 45.     (W)     SCALED    
 EJ0836* NAVD 88     -       371.065  (meters)    1217.40   (feet)  ADJUSTED  
 EJ0836  ___________________________________________________________________
 EJ0836  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EJ0836  DYNAMIC HT  -         370.698 (meters)    1216.20  (feet)  COMP
 EJ0836  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 EJ0836
 EJ0836  VERT ORDER  -  SECOND    CLASS 0
 EJ0836
 EJ0836.The horizontal coordinates were scaled from a topographic map and have
 EJ0836.an estimated accuracy of +/- 6 seconds.
 EJ0836
 EJ0836.The orthometric height was determined by differential leveling
 EJ0836.and adjusted by the National Geodetic Survey in June 1991..
 EJ0836
 EJ0836.The geoid height was determined by GEOID03.
 EJ0836
 EJ0836.The dynamic height is computed by dividing the NAVD 88
 EJ0836.geopotential number by the normal gravity value computed on the
 EJ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0836.degrees latitude (g = 980.6199 gals.).
 EJ0836
 EJ0836.The modeled gravity was interpolated from observed gravity values.
 EJ0836
 EJ0836;                    North         East    Units  Estimated Accuracy
 EJ0836;SPC AR S     -   642,030.      318,070.      MT  (+/- 180 meters Scaled)
 EJ0836
 EJ0836                          SUPERSEDED SURVEY CONTROL
 EJ0836
 EJ0836  NGVD 29 (??/??/92)  371.064  (m)         1217.40   (f) ADJ UNCH    2 0
 EJ0836
 EJ0836.Superseded values are not recommended for survey control.
 EJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0836.See file dsdata.txt to determine how the superseded data were derived.
 EJ0836
 EJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU095559(NAD 83)
 EJ0836_MARKER: DB = BENCH MARK DISK
 EJ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0836_STAMPING: D 161 1935
 EJ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0836+STABILITY: SURFACE MOTION
 EJ0836
 EJ0836  HISTORY     - Date     Condition        Report By
 EJ0836  HISTORY     - 1935     MONUMENTED       CGS
 EJ0836
 EJ0836                          STATION DESCRIPTION
 EJ0836
 EJ0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0836'15.5 MI SE FROM APLIN.
 EJ0836'IN SALINE COUNTY, 15.5 MILES SOUTHEAST ALONG THE ROAD TO FLATSIDE
 EJ0836'PINNACLE AND THE ALUM FORK ROAD FROM THE STEEL BRIDGE OVER ROCK CREEK
 EJ0836'AT APLIN, PERRY COUNTY, 5.9 MILES SOUTHEAST OF THE JUNCTION OF THE
 EJ0836'HOLLIS-THORNBURG ROAD, 0.5 MILE SOUTH OF THE JUNCTION OF THE NORTH
 EJ0836'FORK TOWER ROAD, 25.3 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 EJ0836'4.8 FEET WEST OF AN 18-INCH BLAZED PINE TREE.  A STANDARD DISK,
 EJ0836'STAMPED D 161 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0807 ***********************************************************************
 EJ0807  DESIGNATION -  D 162
 EJ0807  PID         -  EJ0807
 EJ0807  STATE/COUNTY-  AR/SALINE
 EJ0807  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ0807
 EJ0807                         *CURRENT SURVEY CONTROL
 EJ0807  ___________________________________________________________________
 EJ0807* NAD 83(1986)-  34 41 17.     (N)    092 53 28.     (W)     SCALED    
 EJ0807* NAVD 88     -       147.194  (meters)     482.92   (feet)  ADJUSTED  
 EJ0807  ___________________________________________________________________
 EJ0807  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EJ0807  DYNAMIC HT  -         147.051 (meters)     482.45  (feet)  COMP
 EJ0807  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 EJ0807
 EJ0807  VERT ORDER  -  SECOND    CLASS 0
 EJ0807
 EJ0807.The horizontal coordinates were scaled from a topographic map and have
 EJ0807.an estimated accuracy of +/- 6 seconds.
 EJ0807
 EJ0807.The orthometric height was determined by differential leveling
 EJ0807.and adjusted by the National Geodetic Survey in June 1991..
 EJ0807
 EJ0807.The geoid height was determined by GEOID03.
 EJ0807
 EJ0807.The dynamic height is computed by dividing the NAVD 88
 EJ0807.geopotential number by the normal gravity value computed on the
 EJ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0807.degrees latitude (g = 980.6199 gals.).
 EJ0807
 EJ0807.The modeled gravity was interpolated from observed gravity values.
 EJ0807
 EJ0807;                    North         East    Units  Estimated Accuracy
 EJ0807;SPC AR S     -   624,560.      318,350.      MT  (+/- 180 meters Scaled)
 EJ0807
 EJ0807                          SUPERSEDED SURVEY CONTROL
 EJ0807
 EJ0807  NGVD 29 (??/??/92)  147.196  (m)          482.93   (f) ADJ UNCH    2 0
 EJ0807
 EJ0807.Superseded values are not recommended for survey control.
 EJ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0807.See file dsdata.txt to determine how the superseded data were derived.
 EJ0807
 EJ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU099384(NAD 83)
 EJ0807_MARKER: DB = BENCH MARK DISK
 EJ0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0807_STAMPING: D 162 1935
 EJ0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0807+STABILITY: SURFACE MOTION
 EJ0807
 EJ0807  HISTORY     - Date     Condition        Report By
 EJ0807  HISTORY     - 1935     MONUMENTED       CGS
 EJ0807  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0807
 EJ0807                          STATION DESCRIPTION
 EJ0807
 EJ0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0807'9.9 MI S FROM REFORM.
 EJ0807'9.9 MILES SOUTH ALONG THE OLD LITTLE ROCK-MOUNT IDA ROAD AND THE OLD
 EJ0807'SULPHUR SPRINGS ROAD FROM THE POST OFFICE AT REFORM, SALINE COUNTY,
 EJ0807'0.8 MILE SOUTHWEST OF THE ABANDONED BLOCKER POST OFFICE, 150 FEET
 EJ0807'SOUTH OF THE I.M. DODD FARMHOUSE, 60 FEET NORTHWEST OF THE NORTHWEST
 EJ0807'END OF A WOODEN BRIDGE OVER A BRANCH, AT THE JUNCTION OF THE
 EJ0807'WHITTINGTON ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD,
 EJ0807'23.8 FEET NORTHWEST OF THE CENTER LINE OF THE WHITTINGTON ROAD, AND AT
 EJ0807'THE CENTER OF THE TRIANGLE FORMED BY THE JUNCTION OF THE ROADS.  A
 EJ0807'STANDARD DISK, STAMPED D 162 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0807'POST.
 EJ0807
 EJ0807                          STATION RECOVERY (1972)
 EJ0807
 EJ0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0074 ***********************************************************************
 FG0074  DESIGNATION -  D 164
 FG0074  PID         -  FG0074
 FG0074  STATE/COUNTY-  AR/VAN BUREN
 FG0074  USGS QUAD   -  OLD LEXINGTON (1973)
 FG0074
 FG0074                         *CURRENT SURVEY CONTROL
 FG0074  ___________________________________________________________________
 FG0074* NAD 83(1986)-  35 40 11.     (N)    092 25 17.     (W)     SCALED    
 FG0074* NAVD 88     -       390.253  (meters)    1280.36   (feet)  ADJUSTED  
 FG0074  ___________________________________________________________________
 FG0074  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FG0074  DYNAMIC HT  -         389.891 (meters)    1279.17  (feet)  COMP
 FG0074  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FG0074
 FG0074  VERT ORDER  -  SECOND    CLASS 0
 FG0074
 FG0074.The horizontal coordinates were scaled from a topographic map and have
 FG0074.an estimated accuracy of +/- 6 seconds.
 FG0074
 FG0074.The orthometric height was determined by differential leveling
 FG0074.and adjusted by the National Geodetic Survey in June 1991..
 FG0074
 FG0074.The geoid height was determined by GEOID03.
 FG0074
 FG0074.The dynamic height is computed by dividing the NAVD 88
 FG0074.geopotential number by the normal gravity value computed on the
 FG0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0074.degrees latitude (g = 980.6199 gals.).
 FG0074
 FG0074.The modeled gravity was interpolated from observed gravity values.
 FG0074
 FG0074;                    North         East    Units  Estimated Accuracy
 FG0074;SPC AR N     -   148,340.      361,850.      MT  (+/- 180 meters Scaled)
 FG0074
 FG0074                          SUPERSEDED SURVEY CONTROL
 FG0074
 FG0074  NGVD 29 (??/??/92)  390.150  (m)         1280.02   (f) ADJ UNCH    2 0
 FG0074
 FG0074.Superseded values are not recommended for survey control.
 FG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0074.See file dsdata.txt to determine how the superseded data were derived.
 FG0074
 FG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV523474(NAD 83)
 FG0074_MARKER: DB = BENCH MARK DISK
 FG0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0074_STAMPING: D 164 1935
 FG0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0074+STABILITY: SURFACE MOTION
 FG0074
 FG0074  HISTORY     - Date     Condition        Report By
 FG0074  HISTORY     - 1935     MONUMENTED       CGS
 FG0074
 FG0074                          STATION DESCRIPTION
 FG0074
 FG0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0074'3 MI E FROM CLINTON.
 FG0074'3 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE HIGHWAY
 FG0074'95 AND U. S. HIGHWAY 65 AT CLINTON, VAN BUREN COUNTY, 6.3 MILES NORTH
 FG0074'ALONG THE HOLLY MOUNTAIN ROAD, AT HOLLY MOUNTAIN SCHOOL, 82 FEET
 FG0074'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 77 FEET NORTH OF
 FG0074'THE CENTERLINE OF THE ROAD, 12 FEET NORTH OF A 24-INCH BLACK OAK TREE
 FG0074'AT A FENCE, AND 1 1/2 FEET WEST OF A WIRE FENCE.  A STANDARD DISK,
 FG0074'STAMPED D 164 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2101 ***********************************************************************
 EH2101  DESIGNATION -  D 165
 EH2101  PID         -  EH2101
 EH2101  STATE/COUNTY-  AR/LONOKE
 EH2101  USGS QUAD   -  LONOKE (1982)
 EH2101
 EH2101                         *CURRENT SURVEY CONTROL
 EH2101  ___________________________________________________________________
 EH2101* NAD 83(1986)-  34 46 40.     (N)    091 54 52.     (W)     SCALED    
 EH2101* NAVD 88     -        71.800  (meters)     235.56   (feet)  ADJUSTED  
 EH2101  ___________________________________________________________________
 EH2101  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2101  DYNAMIC HT  -          71.733 (meters)     235.34  (feet)  COMP
 EH2101  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 EH2101
 EH2101  VERT ORDER  -  FIRST     CLASS II
 EH2101
 EH2101.The horizontal coordinates were scaled from a topographic map and have
 EH2101.an estimated accuracy of +/- 6 seconds.
 EH2101
 EH2101.The orthometric height was determined by differential leveling
 EH2101.and adjusted by the National Geodetic Survey in June 1991..
 EH2101
 EH2101.The geoid height was determined by GEOID03.
 EH2101
 EH2101.The dynamic height is computed by dividing the NAVD 88
 EH2101.geopotential number by the normal gravity value computed on the
 EH2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2101.degrees latitude (g = 980.6199 gals.).
 EH2101
 EH2101.The modeled gravity was interpolated from observed gravity values.
 EH2101
 EH2101;                    North         East    Units  Estimated Accuracy
 EH2101;SPC AR S     -   634,160.      407,830.      MT  (+/- 180 meters Scaled)
 EH2101
 EH2101                          SUPERSEDED SURVEY CONTROL
 EH2101
 EH2101  NGVD 29 (??/??/??)   71.815  (m)          235.61   (f) ADJUSTED    1 2
 EH2101
 EH2101.Superseded values are not recommended for survey control.
 EH2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2101.See file dsdata.txt to determine how the superseded data were derived.
 EH2101
 EH2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU993489(NAD 83)
 EH2101_MARKER: DB = BENCH MARK DISK
 EH2101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2101_SP_SET: CULVERT
 EH2101_STAMPING: D 165 1955
 EH2101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2101+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2101
 EH2101  HISTORY     - Date     Condition        Report By
 EH2101  HISTORY     - 1955     MONUMENTED       CGS
 EH2101  HISTORY     - 20030609 GOOD             USACE
 EH2101
 EH2101                          STATION DESCRIPTION
 EH2101
 EH2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2101'1.1 MI SW FROM LONOKE.
 EH2101'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK
 EH2101'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, 0.1 MILE NORTH OF A
 EH2101'FARMHOUSE, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 EH2101'TOP OF THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 EH2101
 EH2101                          STATION RECOVERY (2003)
 EH2101
 EH2101'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0636 ***********************************************************************
 GE0636  DESIGNATION -  D 166
 GE0636  PID         -  GE0636
 GE0636  STATE/COUNTY-  AR/SHARP
 GE0636  USGS QUAD   -  EVENING SHADE (1961)
 GE0636
 GE0636                         *CURRENT SURVEY CONTROL
 GE0636  ___________________________________________________________________
 GE0636* NAD 83(1986)-  36 05 59.     (N)    091 36 30.     (W)     SCALED    
 GE0636* NAVD 88     -       136.035  (meters)     446.31   (feet)  ADJUSTED  
 GE0636  ___________________________________________________________________
 GE0636  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GE0636  DYNAMIC HT  -         135.919 (meters)     445.93  (feet)  COMP
 GE0636  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 GE0636
 GE0636  VERT ORDER  -  SECOND    CLASS 0
 GE0636
 GE0636.The horizontal coordinates were scaled from a topographic map and have
 GE0636.an estimated accuracy of +/- 6 seconds.
 GE0636
 GE0636.The orthometric height was determined by differential leveling
 GE0636.and adjusted by the National Geodetic Survey in June 1991..
 GE0636
 GE0636.The geoid height was determined by GEOID03.
 GE0636
 GE0636.The dynamic height is computed by dividing the NAVD 88
 GE0636.geopotential number by the normal gravity value computed on the
 GE0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0636.degrees latitude (g = 980.6199 gals.).
 GE0636
 GE0636.The modeled gravity was interpolated from observed gravity values.
 GE0636
 GE0636;                    North         East    Units  Estimated Accuracy
 GE0636;SPC AR N     -   196,040.      435,270.      MT  (+/- 180 meters Scaled)
 GE0636
 GE0636                          SUPERSEDED SURVEY CONTROL
 GE0636
 GE0636  NGVD 29 (??/??/92)  135.940  (m)          446.00   (f) ADJ UNCH    2 0
 GE0636
 GE0636.Superseded values are not recommended for survey control.
 GE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0636.See file dsdata.txt to determine how the superseded data were derived.
 GE0636
 GE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV252959(NAD 83)
 GE0636_MARKER: DB = BENCH MARK DISK
 GE0636_SETTING: 66 = SET IN ROCK OUTCROP
 GE0636_SP_SET: ROCK LEDGE
 GE0636_STAMPING: D 166 1955
 GE0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0636+STABILITY: POSITION/ELEVATION WELL
 GE0636
 GE0636  HISTORY     - Date     Condition        Report By
 GE0636  HISTORY     - 1955     MONUMENTED       CGS
 GE0636
 GE0636                          STATION DESCRIPTION
 GE0636
 GE0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0636'2.4 MI N FROM EVENING SHADE.
 GE0636'0.35 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0636'EVENING SHADE, THENCE 2.2 MILES NORTH ALONG STATE HIGHWAY 11,
 GE0636'76 YARDS NORTH OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 GE0636'ABUTMENT OF A BRIDGE OVER THE STRAWBERRY RIVER, 134 FEET NORTHWEST
 GE0636'OF THE CENTER LINE OF THE HIGHWAY, 37 FEET WEST OF THE CENTER
 GE0636'LINE OF A WOODS ROAD, 4.4 FEET NORTHWEST OF THE SOUTHEAST EDGE
 GE0636'OF A ROCK LEDGE, 2.5 FEET ABOVE THE GROUND, 4 FEET ABOVE THE
 GE0636'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0598 ***********************************************************************
 GE0598  DESIGNATION -  D 167
 GE0598  PID         -  GE0598
 GE0598  STATE/COUNTY-  AR/FULTON
 GE0598  USGS QUAD   -  ASH FLAT (1980)
 GE0598
 GE0598                         *CURRENT SURVEY CONTROL
 GE0598  ___________________________________________________________________
 GE0598* NAD 83(1986)-  36 14 50.     (N)    091 36 55.     (W)     SCALED    
 GE0598* NAVD 88     -       205.125  (meters)     672.98   (feet)  ADJUSTED  
 GE0598  ___________________________________________________________________
 GE0598  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0598  DYNAMIC HT  -         204.953 (meters)     672.42  (feet)  COMP
 GE0598  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GE0598
 GE0598  VERT ORDER  -  SECOND    CLASS 0
 GE0598
 GE0598.The horizontal coordinates were scaled from a topographic map and have
 GE0598.an estimated accuracy of +/- 6 seconds.
 GE0598
 GE0598.The orthometric height was determined by differential leveling
 GE0598.and adjusted by the National Geodetic Survey in June 1991..
 GE0598
 GE0598.The geoid height was determined by GEOID03.
 GE0598
 GE0598.The dynamic height is computed by dividing the NAVD 88
 GE0598.geopotential number by the normal gravity value computed on the
 GE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0598.degrees latitude (g = 980.6199 gals.).
 GE0598
 GE0598.The modeled gravity was interpolated from observed gravity values.
 GE0598
 GE0598;                    North         East    Units  Estimated Accuracy
 GE0598;SPC AR N     -   212,410.      434,580.      MT  (+/- 180 meters Scaled)
 GE0598
 GE0598                          SUPERSEDED SURVEY CONTROL
 GE0598
 GE0598  NGVD 29 (??/??/92)  205.018  (m)          672.63   (f) ADJ UNCH    2 0
 GE0598
 GE0598.Superseded values are not recommended for survey control.
 GE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0598.See file dsdata.txt to determine how the superseded data were derived.
 GE0598
 GE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA244122(NAD 83)
 GE0598_MARKER: DB = BENCH MARK DISK
 GE0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0598_SP_SET: CULVERT
 GE0598_STAMPING: D 167 1955
 GE0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0598
 GE0598  HISTORY     - Date     Condition        Report By
 GE0598  HISTORY     - 1955     MONUMENTED       CGS
 GE0598  HISTORY     - 20031216 GOOD             ARHD
 GE0598
 GE0598                          STATION DESCRIPTION
 GE0598
 GE0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0598'2.1 MI N FROM ASH FLAT.
 GE0598'IN FULTON COUNTY, 2.1 MILES NORTH OF ASH FLAT, SHARP COUNTY.
 GE0598'THIS BENCH MARK MAY BE REACHED FROM THE HIGH SCHOOL BY GOING 0.9
 GE0598'MILE NORTHEAST ALONG STATE HIGHWAY 11, THENCE 1.2 MILES NORTHWEST
 GE0598'ALONG U.S. HIGHWAY 62.  IT IS 0.2 MILE NORTHWEST OF THE TOP OF A
 GE0598'HILL, 0.2 MILE EAST OF A FARMHOUSE, 0.1 MILE SOUTHEAST OF A
 GE0598'PRIVATE ROAD LEADING WEST, AT A CONCRETE CULVERT UNDER THE
 GE0598'HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTHEAST HEADWALL, AND
 GE0598'28 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 GE0598'DISK, STAMPED D 167 1955.
 GE0598
 GE0598                          STATION RECOVERY (2003)
 GE0598
 GE0598'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1177 ***********************************************************************
 EH1177  DESIGNATION -  D 168
 EH1177  PID         -  EH1177
 EH1177  STATE/COUNTY-  AR/ARKANSAS
 EH1177  USGS QUAD   -  ULM (1968)
 EH1177
 EH1177                         *CURRENT SURVEY CONTROL
 EH1177  ___________________________________________________________________
 EH1177* NAD 83(1986)-  34 33 14.     (N)    091 29 11.     (W)     SCALED    
 EH1177* NAVD 88     -        65.475  (meters)     214.81   (feet)  ADJUSTED  
 EH1177  ___________________________________________________________________
 EH1177  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH1177  DYNAMIC HT  -          65.412 (meters)     214.61  (feet)  COMP
 EH1177  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 EH1177
 EH1177  VERT ORDER  -  FIRST     CLASS II
 EH1177
 EH1177.The horizontal coordinates were scaled from a topographic map and have
 EH1177.an estimated accuracy of +/- 6 seconds.
 EH1177
 EH1177.The orthometric height was determined by differential leveling
 EH1177.and adjusted by the National Geodetic Survey in June 1991..
 EH1177
 EH1177.The geoid height was determined by GEOID03.
 EH1177
 EH1177.The dynamic height is computed by dividing the NAVD 88
 EH1177.geopotential number by the normal gravity value computed on the
 EH1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1177.degrees latitude (g = 980.6199 gals.).
 EH1177
 EH1177.The modeled gravity was interpolated from observed gravity values.
 EH1177
 EH1177;                    North         East    Units  Estimated Accuracy
 EH1177;SPC AR S     -   609,440.      447,140.      MT  (+/- 180 meters Scaled)
 EH1177
 EH1177                          SUPERSEDED SURVEY CONTROL
 EH1177
 EH1177  NGVD 29 (??/??/??)   65.500  (m)          214.89   (f) ADJUSTED    1 2
 EH1177
 EH1177.Superseded values are not recommended for survey control.
 EH1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1177.See file dsdata.txt to determine how the superseded data were derived.
 EH1177
 EH1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU388246(NAD 83)
 EH1177_MARKER: DB = BENCH MARK DISK
 EH1177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1177_SP_SET: CULVERT
 EH1177_STAMPING: D 168 1955
 EH1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1177+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1177
 EH1177  HISTORY     - Date     Condition        Report By
 EH1177  HISTORY     - 1955     MONUMENTED       CGS
 EH1177  HISTORY     - 20030422 GOOD             USACE
 EH1177
 EH1177                          STATION DESCRIPTION
 EH1177
 EH1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1177'2.05 MI SW FROM ULM.
 EH1177'ABOUT 2.05 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1177'FROM THE STATION SIGN AT ULM, ABOUT 0.25 MILE SOUTHWEST OF MILE POLE
 EH1177'228, AT CROSSING OF A NORTH-SOUTH GRAVEL ROAD, 85 FEET NORTHWEST OF
 EH1177'NORTHWEST RAIL, 85 FEET WEST OF CENTER LINE OF GRAVEL ROAD, 23 FEET
 EH1177'SOUTHEAST OF CENTER LINE OF U.S. HIGHWAY 79, IN THE TOP OF THE
 EH1177'SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE CULVERT
 EH1177'UNDER HIGHWAY 79, ABOUT 3 FEET BELOW LEVEL OF TRACK AND ABOUT LEVEL
 EH1177'WITH HIGHWAY.
 EH1177
 EH1177                          STATION RECOVERY (2003)
 EH1177
 EH1177'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1147 ***********************************************************************
 EH1147  DESIGNATION -  D 169
 EH1147  PID         -  EH1147
 EH1147  STATE/COUNTY-  AR/MONROE
 EH1147  USGS QUAD   -  BRINKLEY (1971)
 EH1147
 EH1147                         *CURRENT SURVEY CONTROL
 EH1147  ___________________________________________________________________
 EH1147* NAD 83(1986)-  34 53 10.     (N)    091 10 39.     (W)     SCALED    
 EH1147* NAVD 88     -        57.878  (meters)     189.89   (feet)  ADJUSTED  
 EH1147  ___________________________________________________________________
 EH1147  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1147  DYNAMIC HT  -          57.825 (meters)     189.71  (feet)  COMP
 EH1147  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 EH1147
 EH1147  VERT ORDER  -  FIRST     CLASS II
 EH1147
 EH1147.The horizontal coordinates were scaled from a topographic map and have
 EH1147.an estimated accuracy of +/- 6 seconds.
 EH1147
 EH1147.The orthometric height was determined by differential leveling
 EH1147.and adjusted by the National Geodetic Survey in June 1991..
 EH1147
 EH1147.The geoid height was determined by GEOID03.
 EH1147
 EH1147.The dynamic height is computed by dividing the NAVD 88
 EH1147.geopotential number by the normal gravity value computed on the
 EH1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1147.degrees latitude (g = 980.6199 gals.).
 EH1147
 EH1147.The modeled gravity was interpolated from observed gravity values.
 EH1147
 EH1147;                    North         East    Units  Estimated Accuracy
 EH1147;SPC AR S     -   646,480.      475,190.      MT  (+/- 180 meters Scaled)
 EH1147
 EH1147                          SUPERSEDED SURVEY CONTROL
 EH1147
 EH1147  NGVD 29 (??/??/??)   57.879  (m)          189.89   (f) ADJUSTED    1 2
 EH1147
 EH1147.Superseded values are not recommended for survey control.
 EH1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1147.See file dsdata.txt to determine how the superseded data were derived.
 EH1147
 EH1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU665619(NAD 83)
 EH1147_MARKER: DB = BENCH MARK DISK
 EH1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1147_SP_SET: FOUNDATION
 EH1147_STAMPING: D 169 1955
 EH1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1147+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1147
 EH1147  HISTORY     - Date     Condition        Report By
 EH1147  HISTORY     - 1955     MONUMENTED       CGS
 EH1147  HISTORY     - 20030422 GOOD             USACE
 EH1147
 EH1147                          STATION DESCRIPTION
 EH1147
 EH1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1147'IN BRINKLEY.
 EH1147'AT BRINKLEY, ABOUT 0.85 MILE NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 EH1147'INTERSECTION OF MAIN STREET, THENCE 248 FEET SOUTHEAST ALONG AIRPORT
 EH1147'STREET, ABOUT 40 YARDS NORTHWEST OF ENTRANCE TO FEDERER MEMORIAL
 EH1147'AIRPORT, SET VERTICALLY IN THE NORTHEAST FACE OF CONCRETE FOUNDATION
 EH1147'OF A LARGE RED BRICK BUILDING BELONGING TO THE NATIONAL GUARD, 21 FEET
 EH1147'SOUTHWEST OF CENTER LINE OF AIRPORT STREET, 1.2 FEET NORTHWEST OF EAST
 EH1147'CORNER OF BUILDING AND ABOUT 1 FOOT ABOVE GROUND.
 EH1147
 EH1147                          STATION RECOVERY (2003)
 EH1147
 EH1147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1225 ***********************************************************************
 EH1225  DESIGNATION -  D 170
 EH1225  PID         -  EH1225
 EH1225  STATE/COUNTY-  AR/MONROE
 EH1225  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1225
 EH1225                         *CURRENT SURVEY CONTROL
 EH1225  ___________________________________________________________________
 EH1225* NAD 83(1986)-  34 46 51.     (N)    091 15 01.     (W)     SCALED    
 EH1225* NAVD 88     -        55.908  (meters)     183.42   (feet)  ADJUSTED  
 EH1225  ___________________________________________________________________
 EH1225  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1225  DYNAMIC HT  -          55.856 (meters)     183.25  (feet)  COMP
 EH1225  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 EH1225
 EH1225  VERT ORDER  -  FIRST     CLASS II
 EH1225
 EH1225.The horizontal coordinates were scaled from a topographic map and have
 EH1225.an estimated accuracy of +/- 6 seconds.
 EH1225
 EH1225.The orthometric height was determined by differential leveling
 EH1225.and adjusted by the National Geodetic Survey in June 1991..
 EH1225
 EH1225.The geoid height was determined by GEOID03.
 EH1225
 EH1225.The dynamic height is computed by dividing the NAVD 88
 EH1225.geopotential number by the normal gravity value computed on the
 EH1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1225.degrees latitude (g = 980.6199 gals.).
 EH1225
 EH1225.The modeled gravity was interpolated from observed gravity values.
 EH1225
 EH1225;                    North         East    Units  Estimated Accuracy
 EH1225;SPC AR S     -   634,750.      468,620.      MT  (+/- 180 meters Scaled)
 EH1225
 EH1225                          SUPERSEDED SURVEY CONTROL
 EH1225
 EH1225  NGVD 29 (??/??/??)   55.924  (m)          183.48   (f) ADJUSTED    1 2
 EH1225
 EH1225.Superseded values are not recommended for survey control.
 EH1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1225.See file dsdata.txt to determine how the superseded data were derived.
 EH1225
 EH1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU600501(NAD 83)
 EH1225_MARKER: DB = BENCH MARK DISK
 EH1225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1225_SP_SET: CULVERT
 EH1225_STAMPING: D 170 1955
 EH1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1225
 EH1225  HISTORY     - Date     Condition        Report By
 EH1225  HISTORY     - 1955     MONUMENTED       CGS
 EH1225  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1225
 EH1225                          STATION DESCRIPTION
 EH1225
 EH1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1225'IN KEEVIL.
 EH1225'AT KEEVIL, ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, AT CROSSING OF AN
 EH1225'EAST-WEST GRAVEL ROAD (OLD STATE HIGHWAY 17), 43 FEET SOUTHEAST OF
 EH1225'SOUTHEAST RAIL, 16 1/2 FEET NORTH OF CENTER LINE OF ROAD, ABOUT 0.2
 EH1225'MILE SOUTHWEST OF MILE POLE 207, IN THE TOP OF THE EAST END OF NORTH
 EH1225'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, AND ABOUT
 EH1225'5 1/2 FEET BELOW LEVEL OF TRACK.
 EH1225
 EH1225                          STATION RECOVERY (2003)
 EH1225
 EH1225'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1078 ***********************************************************************
 EH1078  DESIGNATION -  D 171
 EH1078  PID         -  EH1078
 EH1078  STATE/COUNTY-  AR/MONROE
 EH1078  USGS QUAD   -  PINE CITY (1971)
 EH1078
 EH1078                         *CURRENT SURVEY CONTROL
 EH1078  ___________________________________________________________________
 EH1078* NAD 83(1986)-  34 34 48.     (N)    091 05 37.     (W)     SCALED    
 EH1078* NAVD 88     -        53.745  (meters)     176.33   (feet)  ADJUSTED  
 EH1078  ___________________________________________________________________
 EH1078  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1078  DYNAMIC HT  -          53.694 (meters)     176.16  (feet)  COMP
 EH1078  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 EH1078
 EH1078  VERT ORDER  -  FIRST     CLASS II
 EH1078
 EH1078.The horizontal coordinates were scaled from a topographic map and have
 EH1078.an estimated accuracy of +/- 6 seconds.
 EH1078
 EH1078.The orthometric height was determined by differential leveling
 EH1078.and adjusted by the National Geodetic Survey in June 1991..
 EH1078
 EH1078.The geoid height was determined by GEOID03.
 EH1078
 EH1078.The dynamic height is computed by dividing the NAVD 88
 EH1078.geopotential number by the normal gravity value computed on the
 EH1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1078.degrees latitude (g = 980.6199 gals.).
 EH1078
 EH1078.The modeled gravity was interpolated from observed gravity values.
 EH1078
 EH1078;                    North         East    Units  Estimated Accuracy
 EH1078;SPC AR S     -   612,590.      483,160.      MT  (+/- 180 meters Scaled)
 EH1078
 EH1078                          SUPERSEDED SURVEY CONTROL
 EH1078
 EH1078  NGVD 29 (??/??/??)   53.772  (m)          176.42   (f) ADJUSTED    1 2
 EH1078
 EH1078.Superseded values are not recommended for survey control.
 EH1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1078.See file dsdata.txt to determine how the superseded data were derived.
 EH1078
 EH1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU748281(NAD 83)
 EH1078_MARKER: DB = BENCH MARK DISK
 EH1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1078_STAMPING: D 171 1956
 EH1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1078+STABILITY: SURFACE MOTION
 EH1078
 EH1078  HISTORY     - Date     Condition        Report By
 EH1078  HISTORY     - 1956     MONUMENTED       CGS
 EH1078  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH1078
 EH1078                          STATION DESCRIPTION
 EH1078
 EH1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1078'1.65 MI W FROM PALMER.
 EH1078'ABOUT 1.65 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1078'ROAD CROSSING AND STATION SIGN AT PALMER, ABOUT 0.5 MILE EAST OF MILE
 EH1078'POLE 349, BETWEEN THE 12TH AND 13TH TELEPHONE POLES WEST OF MILE POLE
 EH1078'348, 46 FEET SOUTH OF SOUTH RAIL, 70 FEET SOUTHEAST OF CENTER OF A
 EH1078'PRIVATE ROAD CROSSING LEADING NORTHWEST TO A FARM HOUSE, 15 FEET SOUTH
 EH1078'OF CENTER LINE OF A DIRT ROAD PARALLEL TO TRACK, 25 FEET NORTHEAST OF
 EH1078'CENTER LINE OF A NARROW ROAD LEADING SOUTHEAST, 19 1/2 FEET NORTH OF A
 EH1078'FORKED 30-INCH OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 EH1078'ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 EH1078'POST PROJECTING 3 INCHES.  NOTE-- AREA NOW UNDER CULTIVATION.
 EH1078
 EH1078                          STATION RECOVERY (1970)
 EH1078
 EH1078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0870 ***********************************************************************
 EH0870  DESIGNATION -  D 172
 EH0870  PID         -  EH0870
 EH0870  STATE/COUNTY-  AR/LEE
 EH0870  USGS QUAD   -  RONDO (1971)
 EH0870
 EH0870                         *CURRENT SURVEY CONTROL
 EH0870  ___________________________________________________________________
 EH0870* NAD 83(1986)-  34 39 28.     (N)    090 52 12.     (W)     SCALED    
 EH0870* NAVD 88     -        59.086  (meters)     193.85   (feet)  ADJUSTED  
 EH0870  ___________________________________________________________________
 EH0870  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH0870  DYNAMIC HT  -          59.030 (meters)     193.67  (feet)  COMP
 EH0870  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 EH0870
 EH0870  VERT ORDER  -  FIRST     CLASS II
 EH0870
 EH0870.The horizontal coordinates were scaled from a topographic map and have
 EH0870.an estimated accuracy of +/- 6 seconds.
 EH0870
 EH0870.The orthometric height was determined by differential leveling
 EH0870.and adjusted by the National Geodetic Survey in June 1991..
 EH0870
 EH0870.The geoid height was determined by GEOID03.
 EH0870
 EH0870.The dynamic height is computed by dividing the NAVD 88
 EH0870.geopotential number by the normal gravity value computed on the
 EH0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0870.degrees latitude (g = 980.6199 gals.).
 EH0870
 EH0870.The modeled gravity was interpolated from observed gravity values.
 EH0870
 EH0870;                    North         East    Units  Estimated Accuracy
 EH0870;SPC AR S     -   621,420.      503,580.      MT  (+/- 180 meters Scaled)
 EH0870
 EH0870                          SUPERSEDED SURVEY CONTROL
 EH0870
 EH0870  NGVD 29 (??/??/??)   59.099  (m)          193.89   (f) ADJUSTED    1 2
 EH0870
 EH0870.Superseded values are not recommended for survey control.
 EH0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0870.See file dsdata.txt to determine how the superseded data were derived.
 EH0870
 EH0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU951371(NAD 83)
 EH0870_MARKER: DB = BENCH MARK DISK
 EH0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0870_STAMPING: D 172 1956
 EH0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0870+STABILITY: SURFACE MOTION
 EH0870
 EH0870  HISTORY     - Date     Condition        Report By
 EH0870  HISTORY     - 1956     MONUMENTED       CGS
 EH0870  HISTORY     - 20030408 MARK NOT FOUND   USACE
 EH0870
 EH0870                          STATION DESCRIPTION
 EH0870
 EH0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0870'2.75 MI W FROM RONDO.
 EH0870'ABOUT 2.75 MILES WEST ALONG STATE HIGHWAY 121 FROM THE COTTON GIN AT
 EH0870'RONDO, 248 FEET EAST OF CENTER OF INTERSECTION OF A
 EH0870'NORTHWEST-SOUTHEAST CROSSROAD, 40 FEET NORTH OF CENTER LINE OF
 EH0870'HIGHWAY, 7 FEET EAST-SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 48
 EH0870'1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOLTZCLAW GROCERY STORE, 9
 EH0870'FEET NORTH OF CENTER OF ROAD DITCH, 2 FEET NORTHEAST OF A WHITE WOODEN
 EH0870'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 EH0870'POST PROJECTING 2 INCHES.
 EH0870
 EH0870                          STATION RECOVERY (2003)
 EH0870
 EH0870'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0645 ***********************************************************************
 FF0645  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0645  DESIGNATION -  D 173
 FF0645  PID         -  FF0645
 FF0645  STATE/COUNTY-  AR/ST FRANCIS
 FF0645  USGS QUAD   -  ROUND POND (1992)
 FF0645
 FF0645                         *CURRENT SURVEY CONTROL
 FF0645  ___________________________________________________________________
 FF0645* NAD 83(1997)-  35 04 18.68351(N)    090 33 02.62625(W)     ADJUSTED  
 FF0645* NAVD 88     -        61.80   (meters)     202.8    (feet)  GPS OBS   
 FF0645  ___________________________________________________________________
 FF0645  X           -     -50,230.599 (meters)                     COMP
 FF0645  Y           -  -5,225,637.252 (meters)                     COMP
 FF0645  Z           -   3,644,414.126 (meters)                     COMP
 FF0645  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FF0645  ELLIP HEIGHT-          34.68  (meters)          (04/05/04) GPS OBS
 FF0645  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FF0645  DYNAMIC HT  -          61.75  (meters)     202.6   (feet)  COMP
 FF0645  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 FF0645
 FF0645  HORZ ORDER  -  B
 FF0645  VERT ORDER  -  THIRD (See Below)
 FF0645  ELLP ORDER  -  FOURTH    CLASS I
 FF0645
 FF0645.The horizontal coordinates were established by GPS observations
 FF0645.and adjusted by the National Geodetic Survey in April 2004..
 FF0645
 FF0645.The orthometric height was determined by GPS observations and a
 FF0645.high-resolution geoid model using precise GPS observation and
 FF0645.processing techniques. It supersedes the leveled height previously
 FF0645.determined for this station.
 FF0645.The vertical order pertains to the first NAVD 88 superseded value.
 FF0645
 FF0645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0645
 FF0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0645
 FF0645.The ellipsoidal height was determined by GPS observations
 FF0645.and is referenced to NAD 83.
 FF0645
 FF0645.The geoid height was determined by GEOID03.
 FF0645
 FF0645.The dynamic height is computed by dividing the NAVD 88
 FF0645.geopotential number by the normal gravity value computed on the
 FF0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0645.degrees latitude (g = 980.6199 gals.).
 FF0645
 FF0645.The modeled gravity was interpolated from observed gravity values.
 FF0645
 FF0645;                    North         East     Units Scale Factor Converg.
 FF0645;SPC AR N     -    82,905.878   532,177.497   MT  0.99997566   +0 50 36.0
 FF0645;SPC AR N     -   272,000.37  1,745,985.67   sFT  0.99997566   +0 50 36.0
 FF0645;UTM  15      - 3,883,755.519   723,327.720   MT  1.00021472   +1 24 28.6
 FF0645
 FF0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0645!SPC AR N     -   0.99999456  x   0.99997566  =   0.99997022
 FF0645!UTM  15      -   0.99999456  x   1.00021472  =   1.00020928
 FF0645
 FF0645                          SUPERSEDED SURVEY CONTROL
 FF0645
 FF0645  NAVD 88 (06/15/91)   61.716  (m)          202.48   (f) ADJUSTED    1 2
 FF0645  NGVD 29 (??/??/??)   61.697  (m)          202.42   (f) ADJUSTED    1 2
 FF0645
 FF0645.Superseded values are not recommended for survey control.
 FF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0645.See file dsdata.txt to determine how the superseded data were derived.
 FF0645
 FF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2332883756(NAD 83)
 FF0645_MARKER: DB = BENCH MARK DISK
 FF0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0645_STAMPING: D 173 1956
 FF0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0645+STABILITY: SURFACE MOTION
 FF0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0645+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 FF0645
 FF0645  HISTORY     - Date     Condition        Report By
 FF0645  HISTORY     - 1956     MONUMENTED       CGS
 FF0645  HISTORY     - 20020425 GOOD             USACE
 FF0645
 FF0645                          STATION DESCRIPTION
 FF0645
 FF0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0645'3 MI SW FROM HETH.
 FF0645'ABOUT 3.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0645'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND FLAG STATION
 FF0645'AT HETH, ABOUT 1.05 MILES NORTHEAST OF ROAD CROSSING AT
 FF0645'WHITMORE, 46 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 11
 FF0645'FEET SOUTH OF MILE POLE 30, 18 FEET NORTH-NORTHWEST OF CENTER
 FF0645'LINE OF A GRAVEL ROAD PARALLEL TO TRACK, 145 FEET EAST OF
 FF0645'CENTER OF A GRAVEL ROAD CROSSING, 124 FEET EAST OF A CROSSING
 FF0645'SIGN, 2 FEET EAST-NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0645'8 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL WITH THE ROAD AND SET
 FF0645'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0645
 FF0645                          STATION RECOVERY (2002)
 FF0645
 FF0645'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0512 ***********************************************************************
 FF0512  DESIGNATION -  D 175
 FF0512  PID         -  FF0512
 FF0512  STATE/COUNTY-  AR/ST FRANCIS
 FF0512  USGS QUAD   -  FORREST CITY (1976)
 FF0512
 FF0512                         *CURRENT SURVEY CONTROL
 FF0512  ___________________________________________________________________
 FF0512* NAD 83(1986)-  35 03 33.     (N)    090 48 49.     (W)     SCALED    
 FF0512* NAVD 88     -        75.143  (meters)     246.53   (feet)  ADJUSTED  
 FF0512  ___________________________________________________________________
 FF0512  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FF0512  DYNAMIC HT  -          75.075 (meters)     246.31  (feet)  COMP
 FF0512  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 FF0512
 FF0512  VERT ORDER  -  FIRST     CLASS II
 FF0512
 FF0512.The horizontal coordinates were scaled from a topographic map and have
 FF0512.an estimated accuracy of +/- 6 seconds.
 FF0512
 FF0512.The orthometric height was determined by differential leveling
 FF0512.and adjusted by the National Geodetic Survey in June 1991..
 FF0512
 FF0512.The geoid height was determined by GEOID03.
 FF0512
 FF0512.The dynamic height is computed by dividing the NAVD 88
 FF0512.geopotential number by the normal gravity value computed on the
 FF0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0512.degrees latitude (g = 980.6199 gals.).
 FF0512
 FF0512.The modeled gravity was interpolated from observed gravity values.
 FF0512
 FF0512;                    North         East    Units  Estimated Accuracy
 FF0512;SPC AR N     -    81,180.      508,220.      MT  (+/- 180 meters Scaled)
 FF0512
 FF0512                          SUPERSEDED SURVEY CONTROL
 FF0512
 FF0512  NGVD 29 (??/??/??)   75.122  (m)          246.46   (f) ADJUSTED    1 2
 FF0512
 FF0512.Superseded values are not recommended for survey control.
 FF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0512.See file dsdata.txt to determine how the superseded data were derived.
 FF0512
 FF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU993817(NAD 83)
 FF0512_MARKER: DB = BENCH MARK DISK
 FF0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0512_STAMPING: D 175 1956
 FF0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0512+STABILITY: SURFACE MOTION
 FF0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0512+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 FF0512
 FF0512  HISTORY     - Date     Condition        Report By
 FF0512  HISTORY     - 1956     MONUMENTED       CGS
 FF0512  HISTORY     - 20030603 GOOD             USACE
 FF0512
 FF0512                          STATION DESCRIPTION
 FF0512
 FF0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0512'1 MI S FROM CALDWELL.
 FF0512'ABOUT 1.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0512'THE ROAD CROSSING AT CALDWELL, AT A FIELD ROAD CROSSING, 46 FEET
 FF0512'WEST OF WEST RAIL, 125 FEET SOUTHWEST AND ACROSS TRACK FROM TELEPHONE
 FF0512'POLE NO. 291/27 (THE SECOND POLE NORTH OF MILE POLE 292), 86 FEET
 FF0512'NORTHWEST OF CENTER OF FIELD ROAD CROSSING, 56 FEET NORTH OF CENTER
 FF0512'LINE OF FIELD ROAD, 1 FOOT EAST OF A FENCE LINE, 5 FEET NORTHEAST
 FF0512'OF A TELEPHONE POLE, 47 1/2 FEET NORTH OF A FENCE CORNER, ABOUT 1
 FF0512'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0512'PROJECTING 3 INCHES.
 FF0512
 FF0512                          STATION RECOVERY (2003)
 FF0512
 FF0512'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0512'FIELD ROAD CROSSING NO LONGER EXISTS.  MARK IS ACROSS RAILROAD TRACKS
 FF0512'FROM WEST END OF MOBILE HOME COURT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1252 ***********************************************************************
 EH1252  DESIGNATION -  D 176
 EH1252  PID         -  EH1252
 EH1252  STATE/COUNTY-  AR/LEE
 EH1252  USGS QUAD   -  WHEATLEY (1971)
 EH1252
 EH1252                         *CURRENT SURVEY CONTROL
 EH1252  ___________________________________________________________________
 EH1252* NAD 83(1986)-  34 52 32.     (N)    091 02 54.     (W)     SCALED    
 EH1252* NAVD 88     -        63.264  (meters)     207.56   (feet)  ADJUSTED  
 EH1252  ___________________________________________________________________
 EH1252  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1252  DYNAMIC HT  -          63.206 (meters)     207.37  (feet)  COMP
 EH1252  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 EH1252
 EH1252  VERT ORDER  -  FIRST     CLASS II
 EH1252
 EH1252.The horizontal coordinates were scaled from a topographic map and have
 EH1252.an estimated accuracy of +/- 6 seconds.
 EH1252
 EH1252.The orthometric height was determined by differential leveling
 EH1252.and adjusted by the National Geodetic Survey in June 1991..
 EH1252
 EH1252.The geoid height was determined by GEOID03.
 EH1252
 EH1252.The dynamic height is computed by dividing the NAVD 88
 EH1252.geopotential number by the normal gravity value computed on the
 EH1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1252.degrees latitude (g = 980.6199 gals.).
 EH1252
 EH1252.The modeled gravity was interpolated from observed gravity values.
 EH1252
 EH1252;                    North         East    Units  Estimated Accuracy
 EH1252;SPC AR S     -   645,410.      487,010.      MT  (+/- 180 meters Scaled)
 EH1252
 EH1252                          SUPERSEDED SURVEY CONTROL
 EH1252
 EH1252  NGVD 29 (??/??/??)   63.264  (m)          207.56   (f) ADJUSTED    1 2
 EH1252
 EH1252.Superseded values are not recommended for survey control.
 EH1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1252.See file dsdata.txt to determine how the superseded data were derived.
 EH1252
 EH1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU783609(NAD 83)
 EH1252_MARKER: DB = BENCH MARK DISK
 EH1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1252_SP_SET: CATCH BASIN
 EH1252_STAMPING: D 176 1955
 EH1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1252+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 EH1252
 EH1252  HISTORY     - Date     Condition        Report By
 EH1252  HISTORY     - 1955     MONUMENTED       CGS
 EH1252  HISTORY     - 20030421 GOOD             USACE
 EH1252
 EH1252                          STATION DESCRIPTION
 EH1252
 EH1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1252'4.7 MI SE FROM WHEATLEY.
 EH1252'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF
 EH1252'U. S. HIGHWAY 70 WHEATLEY, ABOUT 0.6 MILE SOUTHEAST OF A CURVE IN
 EH1252'HIGHWAY WITH TANGENTS EXTENDING WEST AND SOUTHEAST AND JUNCTION OF A
 EH1252'ROAD EAST, ABOUT 0.25 MILE NORTHWEST OF AN 8-FOOT HIGHWAY BRIDGE OVER
 EH1252'A SMALL STREAM, IN THE TOP OF EAST CORNER OF A 4 BY 4-FOOT CONCRETE
 EH1252'CATCH BASIN, 25 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 164 FEET
 EH1252'NORTH AND ACROSS HIGHWAY FROM NORTH CORNER OF A WHITE FRAME HOUSE, 72
 EH1252'FEET NORTHWEST OF CENTER LINE OF A FARM DRIVE NORTHEAST AND ABOUT
 EH1252'LEVEL WITH HIGHWAY.
 EH1252
 EH1252                          STATION RECOVERY (2003)
 EH1252
 EH1252'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1070 ***********************************************************************
 EH1070  DESIGNATION -  D 177
 EH1070  PID         -  EH1070
 EH1070  STATE/COUNTY-  AR/MONROE
 EH1070  USGS QUAD   -  HOLLY GROVE (1971)
 EH1070
 EH1070                         *CURRENT SURVEY CONTROL
 EH1070  ___________________________________________________________________
 EH1070* NAD 83(1986)-  34 35 33.     (N)    091 10 54.     (W)     SCALED    
 EH1070* NAVD 88     -        52.513  (meters)     172.29   (feet)  ADJUSTED  
 EH1070  ___________________________________________________________________
 EH1070  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1070  DYNAMIC HT  -          52.463 (meters)     172.12  (feet)  COMP
 EH1070  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 EH1070
 EH1070  VERT ORDER  -  FIRST     CLASS II
 EH1070
 EH1070.The horizontal coordinates were scaled from a topographic map and have
 EH1070.an estimated accuracy of +/- 6 seconds.
 EH1070
 EH1070.The orthometric height was determined by differential leveling
 EH1070.and adjusted by the National Geodetic Survey in June 1991..
 EH1070
 EH1070.The geoid height was determined by GEOID03.
 EH1070
 EH1070.The dynamic height is computed by dividing the NAVD 88
 EH1070.geopotential number by the normal gravity value computed on the
 EH1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1070.degrees latitude (g = 980.6199 gals.).
 EH1070
 EH1070.The modeled gravity was interpolated from observed gravity values.
 EH1070
 EH1070;                    North         East    Units  Estimated Accuracy
 EH1070;SPC AR S     -   613,900.      475,070.      MT  (+/- 180 meters Scaled)
 EH1070
 EH1070                          SUPERSEDED SURVEY CONTROL
 EH1070
 EH1070  NGVD 29 (??/??/??)   52.538  (m)          172.37   (f) ADJUSTED    1 2
 EH1070
 EH1070.Superseded values are not recommended for survey control.
 EH1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1070.See file dsdata.txt to determine how the superseded data were derived.
 EH1070
 EH1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU667293(NAD 83)
 EH1070_MARKER: DB = BENCH MARK DISK
 EH1070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1070_STAMPING: D 177 1955
 EH1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1070
 EH1070  HISTORY     - Date     Condition        Report By
 EH1070  HISTORY     - 1955     MONUMENTED       CGS
 EH1070
 EH1070                          STATION DESCRIPTION
 EH1070
 EH1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1070'1.05 MI E FROM HOLLY GROVE.
 EH1070'ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1070'STATION AT HOLLY GROVE, ABOUT 14 1/2 RAILS WEST OF RAILROAD TRESTLE
 EH1070'NO. 353/4, AT THE SOUTHEAST CORNER OF A CLEARED FIELD, 38 1/2 FEET
 EH1070'NORTH OF NORTH RAIL, 76 FEET NORTH-NORTHEAST AND ACROSS TRACK FROM
 EH1070'TELEPHONE POLE NO. 353/15, 46 FEET EAST-NORTHEAST OF A TELEPHONE POLE,
 EH1070'13 1/2 FEET SOUTH OF A 10-INCH OAK TREE, 11 FEET EAST OF A FENCE
 EH1070'CORNER, 1 1/2 FEET SOUTH OF A FENCE LINE, ABOUT 2 FEET BELOW LEVEL OF
 EH1070'TRACK AND IS A DISK ON A 3-INCH IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1271 ***********************************************************************
 FF1271  DESIGNATION -  D 178
 FF1271  PID         -  FF1271
 FF1271  STATE/COUNTY-  AR/WOODRUFF
 FF1271  USGS QUAD   -  FAIR OAKS (1971)
 FF1271
 FF1271                         *CURRENT SURVEY CONTROL
 FF1271  ___________________________________________________________________
 FF1271* NAD 83(1986)-  35 11 20.     (N)    091 03 10.     (W)     SCALED    
 FF1271* NAVD 88     -        65.224  (meters)     213.99   (feet)  ADJUSTED  
 FF1271  ___________________________________________________________________
 FF1271  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 FF1271  DYNAMIC HT  -          65.165 (meters)     213.80  (feet)  COMP
 FF1271  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 FF1271
 FF1271  VERT ORDER  -  FIRST     CLASS II
 FF1271
 FF1271.The horizontal coordinates were scaled from a topographic map and have
 FF1271.an estimated accuracy of +/- 6 seconds.
 FF1271
 FF1271.The orthometric height was determined by differential leveling
 FF1271.and adjusted by the National Geodetic Survey in June 1991..
 FF1271
 FF1271.The geoid height was determined by GEOID03.
 FF1271
 FF1271.The dynamic height is computed by dividing the NAVD 88
 FF1271.geopotential number by the normal gravity value computed on the
 FF1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1271.degrees latitude (g = 980.6199 gals.).
 FF1271
 FF1271.The modeled gravity was interpolated from observed gravity values.
 FF1271
 FF1271;                    North         East    Units  Estimated Accuracy
 FF1271;SPC AR N     -    95,330.      486,270.      MT  (+/- 180 meters Scaled)
 FF1271
 FF1271                          SUPERSEDED SURVEY CONTROL
 FF1271
 FF1271  NGVD 29 (??/??/??)   65.194  (m)          213.89   (f) ADJUSTED    1 2
 FF1271
 FF1271.Superseded values are not recommended for survey control.
 FF1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1271.See file dsdata.txt to determine how the superseded data were derived.
 FF1271
 FF1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU772957(NAD 83)
 FF1271_MARKER: DB = BENCH MARK DISK
 FF1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1271_STAMPING: D 178 1956
 FF1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1271+STABILITY: SURFACE MOTION
 FF1271
 FF1271  HISTORY     - Date     Condition        Report By
 FF1271  HISTORY     - 1956     MONUMENTED       CGS
 FF1271  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1271
 FF1271                          STATION DESCRIPTION
 FF1271
 FF1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1271'4 MI SW FROM FAIROAKS.
 FF1271'3.95 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1271'FROM THE STATION AT FAIROAKS, ABOUT 5.0 MILES NORTHEAST OF THE
 FF1271'STATION AT HILLEMANN, ABOUT 0.25 MILE SOUTHWEST OF ROAD CROSSING
 FF1271'AT PENROSE, ABOUT 0.4 MILE NORTHEAST OF MILE POLE 177, 77 FEET
 FF1271'SOUTHEAST AND ACROSS A PRIVATE ROAD PARALLEL TO TRACK FROM THE
 FF1271'SOUTHEAST RAIL, 19 FEET SOUTHEAST OF CENTER LINE OF PRIVATE ROAD,
 FF1271'378 FEET WEST OF NORTHWEST CORNER OF A TENANT HOUSE, 13 FEET
 FF1271'NORTH-NORTHEAST OF CENTER LINE OF A DRIVE EAST TO TENANT HOUSE,
 FF1271'4 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE
 FF1271'WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN
 FF1271'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF1271
 FF1271                          STATION RECOVERY (1970)
 FF1271
 FF1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0160 ***********************************************************************
 FG0160  DESIGNATION -  D 18
 FG0160  PID         -  FG0160
 FG0160  STATE/COUNTY-  AR/FAULKNER
 FG0160  USGS QUAD   -  GREENBRIER (1994)
 FG0160
 FG0160                         *CURRENT SURVEY CONTROL
 FG0160  ___________________________________________________________________
 FG0160* NAD 83(1986)-  35 12 05.     (N)    092 27 21.     (W)     SCALED    
 FG0160* NAVD 88     -        95.722  (meters)     314.05   (feet)  ADJUSTED  
 FG0160  ___________________________________________________________________
 FG0160  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FG0160  DYNAMIC HT  -          95.633 (meters)     313.76  (feet)  COMP
 FG0160  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 FG0160
 FG0160  VERT ORDER  -  SECOND    CLASS 0
 FG0160
 FG0160.The horizontal coordinates were scaled from a topographic map and have
 FG0160.an estimated accuracy of +/- 6 seconds.
 FG0160
 FG0160.The orthometric height was determined by differential leveling
 FG0160.and adjusted by the National Geodetic Survey in June 1991..
 FG0160
 FG0160.The geoid height was determined by GEOID03.
 FG0160
 FG0160.The dynamic height is computed by dividing the NAVD 88
 FG0160.geopotential number by the normal gravity value computed on the
 FG0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0160.degrees latitude (g = 980.6199 gals.).
 FG0160
 FG0160.The modeled gravity was interpolated from observed gravity values.
 FG0160
 FG0160;                    North         East    Units  Estimated Accuracy
 FG0160;SPC AR N     -    96,400.      358,490.      MT  (+/- 180 meters Scaled)
 FG0160
 FG0160                          SUPERSEDED SURVEY CONTROL
 FG0160
 FG0160  NGVD 29 (??/??/92)   95.739  (m)          314.10   (f) ADJ UNCH    2 0
 FG0160
 FG0160.Superseded values are not recommended for survey control.
 FG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0160.See file dsdata.txt to determine how the superseded data were derived.
 FG0160
 FG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU495955(NAD 83)
 FG0160_MARKER: DB = BENCH MARK DISK
 FG0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0160_STAMPING: D 18 1934
 FG0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0160+STABILITY: SURFACE MOTION
 FG0160
 FG0160  HISTORY     - Date     Condition        Report By
 FG0160  HISTORY     - 1934     MONUMENTED       CGS
 FG0160
 FG0160                          STATION DESCRIPTION
 FG0160
 FG0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0160'IN WOOSTER.
 FG0160'AT WOOSTER, 150 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF U. S.
 FG0160'HIGHWAY 65 AND STATE HIGHWAY 25, 83 FEET SOUTH OF THE SOUTHEAST CORNER
 FG0160'OF THE RESIDENCE OF MRS. SALLY BURNETT, 54.5 FEET WEST OF THE
 FG0160'CENTERLINE OF U.S. HIGHWAY 65, 19.7 FEET SOUTH OF THE NORTHEAST CORNER
 FG0160'OF A LOT FENCE, 11.1 FEET NORTH OF THE NORTH END OF A GATE, AND 1.7
 FG0160'FEET EAST OF THE FENCE PARALLELING THE HIGHWAY.  A STATE SURVEY
 FG0160'STANDARD DISK, STAMPED D 18 1934 AND SET IN THE TOP OF A CONCRETE
 FG0160'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0021 ***********************************************************************
 FG0021  DESIGNATION -  D 18
 FG0021  PID         -  FG0021
 FG0021  STATE/COUNTY-  AR/STONE
 FG0021  USGS QUAD   -  MOUNTAIN VIEW SW (1969)
 FG0021
 FG0021                         *CURRENT SURVEY CONTROL
 FG0021  ___________________________________________________________________
 FG0021* NAD 83(1986)-  35 47 04.     (N)    092 12 46.     (W)     SCALED    
 FG0021* NAVD 88     -       305.398  (meters)    1001.96   (feet)  ADJUSTED  
 FG0021  ___________________________________________________________________
 FG0021  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FG0021  DYNAMIC HT  -         305.122 (meters)    1001.05  (feet)  COMP
 FG0021  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 FG0021
 FG0021  VERT ORDER  -  SECOND    CLASS 0
 FG0021
 FG0021.The horizontal coordinates were scaled from a topographic map and have
 FG0021.an estimated accuracy of +/- 6 seconds.
 FG0021
 FG0021.The orthometric height was determined by differential leveling
 FG0021.and adjusted by the National Geodetic Survey in June 1991..
 FG0021
 FG0021.The geoid height was determined by GEOID03.
 FG0021
 FG0021.The dynamic height is computed by dividing the NAVD 88
 FG0021.geopotential number by the normal gravity value computed on the
 FG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0021.degrees latitude (g = 980.6199 gals.).
 FG0021
 FG0021.The modeled gravity was interpolated from observed gravity values.
 FG0021
 FG0021;                    North         East    Units  Estimated Accuracy
 FG0021;SPC AR N     -   161,010.      380,760.      MT  (+/- 180 meters Scaled)
 FG0021
 FG0021                          SUPERSEDED SURVEY CONTROL
 FG0021
 FG0021  NGVD 29 (??/??/92)  305.304  (m)         1001.65   (f) ADJ UNCH    2 0
 FG0021
 FG0021.Superseded values are not recommended for survey control.
 FG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0021.See file dsdata.txt to determine how the superseded data were derived.
 FG0021
 FG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV711603(NAD 83)
 FG0021_MARKER: DB = BENCH MARK DISK
 FG0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0021_STAMPING: 1001.652 D 18 1932
 FG0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0021+STABILITY: SURFACE MOTION
 FG0021
 FG0021  HISTORY     - Date     Condition        Report By
 FG0021  HISTORY     - 1932     MONUMENTED       CGS
 FG0021  HISTORY     - 1967     GOOD             USGS
 FG0021
 FG0021                          STATION DESCRIPTION
 FG0021
 FG0021'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FG0021'11.25 MI SW FROM MOUNTAIN VIEW.
 FG0021'MOUNTAIN VIEW, ABOUT 11.0 MILES SOUTHWEST ALONG STATE HIGHWAY 9,
 FG0021'THENCE 0.2 MILES SOUTH ALONG OLD HIGHWAY (GRAVEL ROAD) FROM COURT
 FG0021'HOUSE AT.  NEAR A CORNER BETWEEN SECTIONS 1 AND 12, T.13N, R 12W.  ON
 FG0021'THE E. O. WILSON FARM, 45 FEET WEST OF THE NORTHWEST CORNER OF AN OLD
 FG0021'LOG HOUSE, 44 FEET EAST OF THE GRADED DIRT ROAD, 40 FEET NORTHWEST OF
 FG0021'THE NORTHWEST CORNER OF AN OLD STORM CELLAR, ABOUT 250 FEET SOUTHEAST
 FG0021'OF A STONE HOUSE.  A STANDARD DISK, STAMPED 1001.652 D 18 1932 AND SET
 FG0021'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0775 ***********************************************************************
 FF0775  DESIGNATION -  D 180
 FF0775  PID         -  FF0775
 FF0775  STATE/COUNTY-  AR/CRAIGHEAD
 FF0775  USGS QUAD   -  JONESBORO (1983)
 FF0775
 FF0775                         *CURRENT SURVEY CONTROL
 FF0775  ___________________________________________________________________
 FF0775* NAD 83(1986)-  35 45 06.     (N)    090 41 19.     (W)     SCALED    
 FF0775* NAVD 88     -        86.771  (meters)     284.68   (feet)  ADJUSTED  
 FF0775  ___________________________________________________________________
 FF0775  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FF0775  DYNAMIC HT  -          86.696 (meters)     284.44  (feet)  COMP
 FF0775  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 FF0775
 FF0775  VERT ORDER  -  FIRST     CLASS II
 FF0775
 FF0775.The horizontal coordinates were scaled from a topographic map and have
 FF0775.an estimated accuracy of +/- 6 seconds.
 FF0775
 FF0775.The orthometric height was determined by differential leveling
 FF0775.and adjusted by the National Geodetic Survey in June 1991..
 FF0775
 FF0775.The geoid height was determined by GEOID03.
 FF0775
 FF0775.The dynamic height is computed by dividing the NAVD 88
 FF0775.geopotential number by the normal gravity value computed on the
 FF0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0775.degrees latitude (g = 980.6199 gals.).
 FF0775
 FF0775.The modeled gravity was interpolated from observed gravity values.
 FF0775
 FF0775;                    North         East    Units  Estimated Accuracy
 FF0775;SPC AR N     -   158,140.      518,600.      MT  (+/- 180 meters Scaled)
 FF0775
 FF0775                          SUPERSEDED SURVEY CONTROL
 FF0775
 FF0775  NGVD 29 (??/??/??)   86.692  (m)          284.42   (f) ADJUSTED    1 2
 FF0775
 FF0775.Superseded values are not recommended for survey control.
 FF0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0775.See file dsdata.txt to determine how the superseded data were derived.
 FF0775
 FF0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV089588(NAD 83)
 FF0775_MARKER: DB = BENCH MARK DISK
 FF0775_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0775_SP_SET: 50 FEET
 FF0775_STAMPING: D 180 1956
 FF0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0775
 FF0775  HISTORY     - Date     Condition        Report By
 FF0775  HISTORY     - 1956     MONUMENTED       CGS
 FF0775  HISTORY     - 20020816 MARK NOT FOUND   USACE
 FF0775
 FF0775                          STATION DESCRIPTION
 FF0775
 FF0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0775'5.2 MI S FROM NETTLETON.
 FF0775'5.25 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0775'STATION AT NETTLETON, ON THE OUTSIDE OF A CURVE IN TRACK, AT
 FF0775'CROSSING OF A NORTHWEST-SOUTHEAST GRAVEL ROAD, 46 FEET WEST OF
 FF0775'WEST RAIL, 98 FEET SOUTH OF CENTER OF CROSSING OF ROAD, 73
 FF0775'FEET SOUTH OF TELEPHONE POLE NO. 201, 104 FEET WEST-NORTHWEST
 FF0775'AND ACROSS TRACK FROM TELEPHONE POLE NO. 234/13, 5 1/2 FEET
 FF0775'NORTH OF A FENCE CORNER, 3 FEET EAST OF A FENCE LINE, 2 FEET
 FF0775'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW
 FF0775'LEVEL OF TRACK AND IS A DISK ON TOP OF A COPPER COATED STEEL
 FF0775'ROD ABOUT FLUSH WITH GROUND AND SURROUNDED BY A 4-INCH TILE
 FF0775'WHICH PROJECTS 2 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF
 FF0775'50-FEET.
 FF0775
 FF0775                          STATION RECOVERY (2002)
 FF0775
 FF0775'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0662 ***********************************************************************
 FF0662  DESIGNATION -  D 181
 FF0662  PID         -  FF0662
 FF0662  STATE/COUNTY-  AR/POINSETT
 FF0662  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0662
 FF0662                         *CURRENT SURVEY CONTROL
 FF0662  ___________________________________________________________________
 FF0662* NAD 83(1986)-  35 28 13.     (N)    090 58 46.     (W)     SCALED    
 FF0662* NAVD 88     -        70.464  (meters)     231.18   (feet)  ADJUSTED  
 FF0662  ___________________________________________________________________
 FF0662  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF0662  DYNAMIC HT  -          70.403 (meters)     230.98  (feet)  COMP
 FF0662  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 FF0662
 FF0662  VERT ORDER  -  FIRST     CLASS II
 FF0662
 FF0662.The horizontal coordinates were scaled from a topographic map and have
 FF0662.an estimated accuracy of +/- 6 seconds.
 FF0662
 FF0662.The orthometric height was determined by differential leveling
 FF0662.and adjusted by the National Geodetic Survey in June 1991..
 FF0662
 FF0662.The geoid height was determined by GEOID03.
 FF0662
 FF0662.The dynamic height is computed by dividing the NAVD 88
 FF0662.geopotential number by the normal gravity value computed on the
 FF0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0662.degrees latitude (g = 980.6199 gals.).
 FF0662
 FF0662.The modeled gravity was interpolated from observed gravity values.
 FF0662
 FF0662;                    North         East    Units  Estimated Accuracy
 FF0662;SPC AR N     -   126,610.      492,620.      MT  (+/- 180 meters Scaled)
 FF0662
 FF0662                          SUPERSEDED SURVEY CONTROL
 FF0662
 FF0662  NGVD 29 (??/??/??)   70.414  (m)          231.02   (f) ADJUSTED    1 2
 FF0662
 FF0662.Superseded values are not recommended for survey control.
 FF0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0662.See file dsdata.txt to determine how the superseded data were derived.
 FF0662
 FF0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV833270(NAD 83)
 FF0662_MARKER: DB = BENCH MARK DISK
 FF0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0662_SP_SET: CULVERT
 FF0662_STAMPING: D 181 1956
 FF0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0662
 FF0662  HISTORY     - Date     Condition        Report By
 FF0662  HISTORY     - 1956     MONUMENTED       CGS
 FF0662  HISTORY     - 1969     GOOD             CGS
 FF0662
 FF0662                          STATION DESCRIPTION
 FF0662
 FF0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FF0662'1.5 MI S FROM FISHER.
 FF0662'THE MARK IS ABOUT 1.5 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN
 FF0662'RAILROAD FROM THE OLD STATION AT FISHER, BETWEEN TELEPHONE POLES
 FF0662'NO. 156/21 AND 156/22, 225 FEET NORTH OF A FIELD DRIVE WEST, 72.3
 FF0662'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 27 FEET
 FF0662'EAST-SOUTHEAST OF A 20-INCH RED OAK TREE, 14 FEET WEST OF THE
 FF0662'APPROXIMATE CENTER OF STATE ROUTE 39, 5.5 FEET SOUTH OF A METAL
 FF0662'POST WITH A WITNESS SIGN ATTACHED, ABOUT 4 FEET BELOW THE LEVEL OF
 FF0662'THE RAILROAD TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.  IT IS A
 FF0662'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH
 FF0662'END OF THE WEST CONCRETE HEADWALL OF A 4-FOOT CONCRETE CULVERT
 FF0662'UNDER STATE ROUTE 39, AND THE DISK IS STAMPED D 181 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0698 ***********************************************************************
 FF0698  DESIGNATION -  D 182
 FF0698  PID         -  FF0698
 FF0698  STATE/COUNTY-  AR/CROSS
 FF0698  USGS QUAD   -  VANNDALE (1984)
 FF0698
 FF0698                         *CURRENT SURVEY CONTROL
 FF0698  ___________________________________________________________________
 FF0698* NAD 83(1986)-  35 17 55.     (N)    090 46 34.     (W)     SCALED    
 FF0698* NAVD 88     -        84.784  (meters)     278.16   (feet)  ADJUSTED  
 FF0698  ___________________________________________________________________
 FF0698  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0698  DYNAMIC HT  -          84.708 (meters)     277.91  (feet)  COMP
 FF0698  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 FF0698
 FF0698  VERT ORDER  -  FIRST     CLASS II
 FF0698
 FF0698.The horizontal coordinates were scaled from a topographic map and have
 FF0698.an estimated accuracy of +/- 6 seconds.
 FF0698
 FF0698.The orthometric height was determined by differential leveling
 FF0698.and adjusted by the National Geodetic Survey in June 1991..
 FF0698
 FF0698.The geoid height was determined by GEOID03.
 FF0698
 FF0698.The dynamic height is computed by dividing the NAVD 88
 FF0698.geopotential number by the normal gravity value computed on the
 FF0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0698.degrees latitude (g = 980.6199 gals.).
 FF0698
 FF0698.The modeled gravity was interpolated from observed gravity values.
 FF0698
 FF0698;                    North         East    Units  Estimated Accuracy
 FF0698;SPC AR N     -   107,780.      511,310.      MT  (+/- 180 meters Scaled)
 FF0698
 FF0698                          SUPERSEDED SURVEY CONTROL
 FF0698
 FF0698  NGVD 29 (??/??/??)   84.747  (m)          278.04   (f) ADJUSTED    1 2
 FF0698
 FF0698.Superseded values are not recommended for survey control.
 FF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0698.See file dsdata.txt to determine how the superseded data were derived.
 FF0698
 FF0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV022084(NAD 83)
 FF0698_MARKER: DB = BENCH MARK DISK
 FF0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0698_STAMPING: D 182 1956
 FF0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0698+STABILITY: SURFACE MOTION
 FF0698
 FF0698  HISTORY     - Date     Condition        Report By
 FF0698  HISTORY     - 1956     MONUMENTED       CGS
 FF0698  HISTORY     - 20030505 MARK NOT FOUND   USACE
 FF0698
 FF0698                          STATION DESCRIPTION
 FF0698
 FF0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0698'1 MI S FROM VANNDALE.
 FF0698'ABOUT 1.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0698'THE ROAD CROSSING AT VANNDALE, ABOUT 0.9 MILE SOUTH OF FLAG
 FF0698'STATION AT VANNDALE, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE
 FF0698'POLES 275/06 AND 275/07, AT A NARROW GRADED ROAD CROSSING, 42 1/2
 FF0698'FEET WEST OF WEST RAIL, 59 FEET NORTHWEST OF CENTER OF CROSSING,
 FF0698'1 FOOT EAST OF A FENCE LINE, 66 1/2 FEET NORTH AND ACROSS ROAD
 FF0698'FROM A CROSSING WARNING SIGN, 46 FEET SOUTH-SOUTHWEST OF
 FF0698'TELEPHONE POLE NO. 1365, 17 1/2 FEET NORTH OF A FENCE CORNER,
 FF0698'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 FF0698'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0698'3 INCHES.
 FF0698
 FF0698                          STATION RECOVERY (2003)
 FF0698
 FF0698'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0907 ***********************************************************************
 FF0907  DESIGNATION -  D 183
 FF0907  PID         -  FF0907
 FF0907  STATE/COUNTY-  AR/POINSETT
 FF0907  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0907
 FF0907                         *CURRENT SURVEY CONTROL
 FF0907  ___________________________________________________________________
 FF0907* NAD 83(1986)-  35 33 52.     (N)    090 50 08.     (W)     SCALED    
 FF0907* NAVD 88     -        74.043  (meters)     242.92   (feet)  ADJUSTED  
 FF0907  ___________________________________________________________________
 FF0907  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0907  DYNAMIC HT  -          73.979 (meters)     242.71  (feet)  COMP
 FF0907  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FF0907
 FF0907  VERT ORDER  -  FIRST     CLASS II
 FF0907
 FF0907.The horizontal coordinates were scaled from a topographic map and have
 FF0907.an estimated accuracy of +/- 6 seconds.
 FF0907
 FF0907.The orthometric height was determined by differential leveling
 FF0907.and adjusted by the National Geodetic Survey in June 1991..
 FF0907
 FF0907.The geoid height was determined by GEOID03.
 FF0907
 FF0907.The dynamic height is computed by dividing the NAVD 88
 FF0907.geopotential number by the normal gravity value computed on the
 FF0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0907.degrees latitude (g = 980.6199 gals.).
 FF0907
 FF0907.The modeled gravity was interpolated from observed gravity values.
 FF0907
 FF0907;                    North         East    Units  Estimated Accuracy
 FF0907;SPC AR N     -   137,210.      505,560.      MT  (+/- 180 meters Scaled)
 FF0907
 FF0907                          SUPERSEDED SURVEY CONTROL
 FF0907
 FF0907  NGVD 29 (??/??/??)   73.987  (m)          242.74   (f) ADJUSTED    1 2
 FF0907
 FF0907.Superseded values are not recommended for survey control.
 FF0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0907.See file dsdata.txt to determine how the superseded data were derived.
 FF0907
 FF0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV961377(NAD 83)
 FF0907_MARKER: DB = BENCH MARK DISK
 FF0907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0907_SP_SET: CULVERT
 FF0907_STAMPING: D 183 1956
 FF0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0907+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FF0907
 FF0907  HISTORY     - Date     Condition        Report By
 FF0907  HISTORY     - 1956     MONUMENTED       CGS
 FF0907  HISTORY     - 20020808 GOOD             USACE
 FF0907
 FF0907                          STATION DESCRIPTION
 FF0907
 FF0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0907'5.2 MI E FROM WALDENBURG.
 FF0907'5.25 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0907'STATE HIGHWAY 39 AT WALDENBURG, ABOUT 0.25 MILE EAST OF A ROAD
 FF0907'CROSSING, IN THE TOP OF THE WEST END OF NORTH HEAD WALL OF A
 FF0907'12-FOOT CONCRETE CULVERT WITH PARTITION, 18 FEET NORTH OF
 FF0907'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 FF0907
 FF0907                          STATION RECOVERY (2002)
 FF0907
 FF0907'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0907'THE STATION IS 1 FT E. OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0103 ***********************************************************************
 FF0103  DESIGNATION -  D 184
 FF0103  PID         -  FF0103
 FF0103  STATE/COUNTY-  AR/CRAIGHEAD
 FF0103  USGS QUAD   -  LAKE CITY (1983)
 FF0103
 FF0103                         *CURRENT SURVEY CONTROL
 FF0103  ___________________________________________________________________
 FF0103* NAD 83(1986)-  35 49 02.     (N)    090 27 18.     (W)     SCALED    
 FF0103* NAVD 88     -        69.969  (meters)     229.56   (feet)  POSTED    
 FF0103  ___________________________________________________________________
 FF0103  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FF0103  DYNAMIC HT  -          69.910 (meters)     229.36  (feet)  COMP
 FF0103  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 FF0103
 FF0103  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0103
 FF0103.The horizontal coordinates were scaled from a topographic map and have
 FF0103.an estimated accuracy of +/- 6 seconds.
 FF0103
 FF0103.The orthometric height was determined by differential leveling
 FF0103.and adjusted by the National Geodetic Survey in 1992..
 FF0103.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0103.rate of 1.1 thru 2.0 mm/km.
 FF0103
 FF0103.The geoid height was determined by GEOID03.
 FF0103
 FF0103.The dynamic height is computed by dividing the NAVD 88
 FF0103.geopotential number by the normal gravity value computed on the
 FF0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0103.degrees latitude (g = 980.6199 gals.).
 FF0103
 FF0103.The modeled gravity was interpolated from observed gravity values.
 FF0103
 FF0103;                    North         East    Units  Estimated Accuracy
 FF0103;SPC AR N     -   165,720.      539,610.      MT  (+/- 180 meters Scaled)
 FF0103
 FF0103                          SUPERSEDED SURVEY CONTROL
 FF0103
 FF0103  NGVD 29 (??/??/??)   69.915  (m)          229.38   (f) ADJUSTED    1 2
 FF0103
 FF0103.Superseded values are not recommended for survey control.
 FF0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0103.See file dsdata.txt to determine how the superseded data were derived.
 FF0103
 FF0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV299666(NAD 83)
 FF0103_MARKER: DB = BENCH MARK DISK
 FF0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0103_STAMPING: D 184 1956
 FF0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0103+STABILITY: SURFACE MOTION
 FF0103
 FF0103  HISTORY     - Date     Condition        Report By
 FF0103  HISTORY     - 1956     MONUMENTED       CGS
 FF0103  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0103
 FF0103                          STATION DESCRIPTION
 FF0103
 FF0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0103'1.2 MI W FROM LAKE CITY.
 FF0103'ABOUT 1.25 MILES WEST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY
 FF0103'FROM THE CITY WATER TOWER AT LAKE CITY, AT CROSSING OF A NARROW
 FF0103'NORTH-SOUTH DIRT ROAD, 40 1/2 FEET NORTH OF NROTH RAIL, 20 FEET
 FF0103'WEST OF CENTER LINE OF DIRT ROAD, 35 FEET WEST AND ACROSS ROAD
 FF0103'FROM TELEPHONE POLE NO. 1464, 5 1/2 FEET WEST OF A FENCE CORNER,
 FF0103'1 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 FF0103'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE
 FF0103'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0103
 FF0103                          STATION RECOVERY (1978)
 FF0103
 FF0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0042 ***********************************************************************
 FF0042  DESIGNATION -  D 185
 FF0042  PID         -  FF0042
 FF0042  STATE/COUNTY-  AR/MISSISSIPPI
 FF0042  USGS QUAD   -  DELL (1983)
 FF0042
 FF0042                         *CURRENT SURVEY CONTROL
 FF0042  ___________________________________________________________________
 FF0042* NAD 83(1986)-  35 50 46.     (N)    090 06 23.     (W)     SCALED    
 FF0042* NAVD 88     -        72.439  (meters)     237.66   (feet)  ADJUSTED  
 FF0042  ___________________________________________________________________
 FF0042  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF0042  DYNAMIC HT  -          72.378 (meters)     237.46  (feet)  COMP
 FF0042  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 FF0042
 FF0042  VERT ORDER  -  FIRST     CLASS II
 FF0042
 FF0042.The horizontal coordinates were scaled from a topographic map and have
 FF0042.an estimated accuracy of +/- 6 seconds.
 FF0042
 FF0042.The orthometric height was determined by differential leveling
 FF0042.and adjusted by the National Geodetic Survey in June 1991..
 FF0042
 FF0042.The geoid height was determined by GEOID03.
 FF0042
 FF0042.The dynamic height is computed by dividing the NAVD 88
 FF0042.geopotential number by the normal gravity value computed on the
 FF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0042.degrees latitude (g = 980.6199 gals.).
 FF0042
 FF0042.The modeled gravity was interpolated from observed gravity values.
 FF0042
 FF0042;                    North         East    Units  Estimated Accuracy
 FF0042;SPC AR N     -   169,480.      571,050.      MT  (+/- 180 meters Scaled)
 FF0042
 FF0042                          SUPERSEDED SURVEY CONTROL
 FF0042
 FF0042  NGVD 29 (??/??/??)   72.420  (m)          237.60   (f) ADJUSTED    1 2
 FF0042
 FF0042.Superseded values are not recommended for survey control.
 FF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0042.See file dsdata.txt to determine how the superseded data were derived.
 FF0042
 FF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV613707(NAD 83)
 FF0042_MARKER: DB = BENCH MARK DISK
 FF0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0042_SP_SET: CULVERT
 FF0042_STAMPING: D 185 1956
 FF0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0042+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 FF0042
 FF0042  HISTORY     - Date     Condition        Report By
 FF0042  HISTORY     - 1956     MONUMENTED       CGS
 FF0042  HISTORY     - 1987     GOOD             USPSQD
 FF0042  HISTORY     - 20020720 GOOD             USACE
 FF0042
 FF0042                          STATION DESCRIPTION
 FF0042
 FF0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0042'4.4 MI SE FROM MANILA.
 FF0042'ABOUT 4.45 MILES SOUTHEAST AND EAST ALONG THE ST. LOUIS-SAN
 FF0042'FRANCISCO RAILWAY FROM THE CITY WATER TOWER AT MANILA, ABOUT 3.8
 FF0042'MILES WEST OF CROSSING OF STATE HIGHWAY 119 AT DELL, ABOUT 0.25
 FF0042'MILE WEST OF THE GIN, STORE AND POST OFFICE AT ROSELAND, ABOUT
 FF0042'30 YARDS EAST OF EAST END OF HIGHWAY 18 BRIDGE OVER ROSELAND
 FF0042'BAYOU, ABOUT 27 YARDS SOUTHEAST OF EAST END OF RAILROAD TRESTLE
 FF0042'NO. 250.9 OVER ROSELAND BAYOU, 63 FEET SOUTH OF SOUTH RAIL, 23
 FF0042'FEET NORTH OF CENTER LINE OF STATE HIGHWAY 18, IN THE TOP OF EAST
 FF0042'END OF NORTH HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER
 FF0042'HIGHWAY AND ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
 FF0042
 FF0042                          STATION RECOVERY (1987)
 FF0042
 FF0042'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0042'RECOVERED IN GOOD CONDITION.
 FF0042
 FF0042                          STATION RECOVERY (2002)
 FF0042
 FF0042'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0081 ***********************************************************************
 FF0081  DESIGNATION -  D 186
 FF0081  PID         -  FF0081
 FF0081  STATE/COUNTY-  AR/CRAIGHEAD
 FF0081  USGS QUAD   -  LEACHVILLE (1983)
 FF0081
 FF0081                         *CURRENT SURVEY CONTROL
 FF0081  ___________________________________________________________________
 FF0081* NAD 83(1986)-  35 53 57.     (N)    090 20 25.     (W)     SCALED    
 FF0081* NAVD 88     -        71.504  (meters)     234.59   (feet)  POSTED    
 FF0081  ___________________________________________________________________
 FF0081  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FF0081  DYNAMIC HT  -          71.440 (meters)     234.38  (feet)  COMP
 FF0081  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 FF0081
 FF0081  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FF0081
 FF0081.The horizontal coordinates were scaled from a topographic map and have
 FF0081.an estimated accuracy of +/- 6 seconds.
 FF0081
 FF0081.The orthometric height was determined by differential leveling
 FF0081.and adjusted by the National Geodetic Survey in 1992..
 FF0081.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FF0081.rate of 2.1 thru 3.0 mm/km.
 FF0081
 FF0081.The geoid height was determined by GEOID03.
 FF0081
 FF0081.The dynamic height is computed by dividing the NAVD 88
 FF0081.geopotential number by the normal gravity value computed on the
 FF0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0081.degrees latitude (g = 980.6199 gals.).
 FF0081
 FF0081.The modeled gravity was interpolated from observed gravity values.
 FF0081
 FF0081;                    North         East    Units  Estimated Accuracy
 FF0081;SPC AR N     -   174,980.      549,820.      MT  (+/- 180 meters Scaled)
 FF0081
 FF0081                          SUPERSEDED SURVEY CONTROL
 FF0081
 FF0081  NGVD 29 (??/??/??)   71.474  (m)          234.49   (f) ADJUSTED    1 2
 FF0081
 FF0081.Superseded values are not recommended for survey control.
 FF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0081.See file dsdata.txt to determine how the superseded data were derived.
 FF0081
 FF0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV400760(NAD 83)
 FF0081_MARKER: DB = BENCH MARK DISK
 FF0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0081_STAMPING: D 186 1956
 FF0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0081+STABILITY: SURFACE MOTION
 FF0081
 FF0081  HISTORY     - Date     Condition        Report By
 FF0081  HISTORY     - 1956     MONUMENTED       CGS
 FF0081  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0081
 FF0081                          STATION DESCRIPTION
 FF0081
 FF0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0081'0.6 MI N FROM MONETTE.
 FF0081'ABOUT 0.6 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0081'FROM THE CROSSING OF STATE HIGHWAY 18 AT MONETTE, 48 FEET NORTHWEST
 FF0081'OF NORTHWEST RAIL OF TRACK AND ON THE OUTSIDE OF A CURVE IN
 FF0081'TRACK WITH TANGENTS EXTENDING SOUTH AND EAST-NORTHEAST, 77 FEET
 FF0081'EAST OF CENTER LINE OF STATE HIGHWAY 139 AND ON THE OUTSIDE OF
 FF0081'A CURVE IN HIGHWAY WITH TANGENTS EXTENDING NORTH AND
 FF0081'SOUTH-SOUTHWEST, 81 FEET SOUTH-SOUTHWEST OF A WELL WITH PUMP AT
 FF0081'A FARM HOUSE, 61 1/2 FEET SOUTH OF SOUTHWEST CORNER OF FARM HOUSE,
 FF0081'34 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 42 FEET NORTHEAST
 FF0081'OF A POWER POLE ON LINE FOLLOWING HIGHWAY, 1 FOOT NORTHWEST OF
 FF0081'A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 FF0081'ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0081'CONCRETE POST PROJECTING 4 INCHES.
 FF0081
 FF0081                          STATION RECOVERY (2002)
 FF0081
 FF0081'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0081'THE STATION IS ASSUMED DESTROYED DUE TO AREA BEING GRAVEL DRIVE FOR
 FF0081'MINI-STORAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0060 ***********************************************************************
 FF0060  DESIGNATION -  D 187
 FF0060  PID         -  FF0060
 FF0060  STATE/COUNTY-  AR/MISSISSIPPI
 FF0060  USGS QUAD   -  MANILA NORTH (1983)
 FF0060
 FF0060                         *CURRENT SURVEY CONTROL
 FF0060  ___________________________________________________________________
 FF0060* NAD 83(1986)-  35 54 09.     (N)    090 12 06.     (W)     SCALED    
 FF0060* NAVD 88     -        71.439  (meters)     234.38   (feet)  ADJUSTED  
 FF0060  ___________________________________________________________________
 FF0060  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FF0060  DYNAMIC HT  -          71.378 (meters)     234.18  (feet)  COMP
 FF0060  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 FF0060
 FF0060  VERT ORDER  -  FIRST     CLASS II
 FF0060
 FF0060.The horizontal coordinates were scaled from a topographic map and have
 FF0060.an estimated accuracy of +/- 6 seconds.
 FF0060
 FF0060.The orthometric height was determined by differential leveling
 FF0060.and adjusted by the National Geodetic Survey in June 1991..
 FF0060
 FF0060.The geoid height was determined by GEOID03.
 FF0060
 FF0060.The dynamic height is computed by dividing the NAVD 88
 FF0060.geopotential number by the normal gravity value computed on the
 FF0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0060.degrees latitude (g = 980.6199 gals.).
 FF0060
 FF0060.The modeled gravity was interpolated from observed gravity values.
 FF0060
 FF0060;                    North         East    Units  Estimated Accuracy
 FF0060;SPC AR N     -   175,570.      562,330.      MT  (+/- 180 meters Scaled)
 FF0060
 FF0060                          SUPERSEDED SURVEY CONTROL
 FF0060
 FF0060  NGVD 29 (??/??/??)   71.428  (m)          234.34   (f) ADJUSTED    1 2
 FF0060
 FF0060.Superseded values are not recommended for survey control.
 FF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0060.See file dsdata.txt to determine how the superseded data were derived.
 FF0060
 FF0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV525767(NAD 83)
 FF0060_MARKER: DB = BENCH MARK DISK
 FF0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0060_SP_SET: 48 FEET
 FF0060_STAMPING: D 187 1956
 FF0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0060
 FF0060  HISTORY     - Date     Condition        Report By
 FF0060  HISTORY     - 1956     MONUMENTED       CGS
 FF0060  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0060  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0060
 FF0060                          STATION DESCRIPTION
 FF0060
 FF0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0060'2.7 MI NW FROM MANILA.
 FF0060'ABOUT 2.7 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0060'RAILWAY FROM THE CITY WATER TOWER AT MANILA, AT AN EAST-WEST
 FF0060'ROAD CROSSING, 46 FEET NORTHEAST OF NORTHEAST RAIL, 110 FEET
 FF0060'EAST-SOUTHEAST OF CENTER OF CROSSING, 59 1/2 FEET SOUTH AND
 FF0060'ACROSS ROAD FROM A POWER LINE POLE ON AN EAST-WEST POWER LINE, 35
 FF0060'FEET SOUTH OF CENTER LINE OF ROAD, 65 FEET EAST-SOUTHEAST OF
 FF0060'CROSSING WARNING SIGN, 19 FEET SOUTHEAST OF A FENCE CORNER,
 FF0060'18 1/2 FEET NORTH-NORTHEAST OF TELEPHONE POLE NO. 744, 1/2 FOOT
 FF0060'SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 FF0060'POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A
 FF0060'COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED
 FF0060'BY A 4-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD IS DRIVEN TO
 FF0060'A DEPTH OF 48-FEET IN GROUND.
 FF0060
 FF0060                          STATION RECOVERY (1978)
 FF0060
 FF0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0060'MARK NOT FOUND.
 FF0060
 FF0060                          STATION RECOVERY (1978)
 FF0060
 FF0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0075 ***********************************************************************
 GE0075  DESIGNATION -  D 188
 GE0075  PID         -  GE0075
 GE0075  STATE/COUNTY-  AR/CLAY
 GE0075  USGS QUAD   -  GREENWAY (1984)
 GE0075
 GE0075                         *CURRENT SURVEY CONTROL
 GE0075  ___________________________________________________________________
 GE0075* NAD 83(1986)-  36 21 55.     (N)    090 12 07.     (W)     SCALED    
 GE0075* NAVD 88     -        89.910  (meters)     294.98   (feet)  ADJUSTED  
 GE0075  ___________________________________________________________________
 GE0075  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GE0075  DYNAMIC HT  -          89.836 (meters)     294.74  (feet)  COMP
 GE0075  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 GE0075
 GE0075  VERT ORDER  -  FIRST     CLASS II
 GE0075
 GE0075.The horizontal coordinates were scaled from a topographic map and have
 GE0075.an estimated accuracy of +/- 6 seconds.
 GE0075
 GE0075.The orthometric height was determined by differential leveling
 GE0075.and adjusted by the National Geodetic Survey in June 1991..
 GE0075
 GE0075.The geoid height was determined by GEOID03.
 GE0075
 GE0075.The dynamic height is computed by dividing the NAVD 88
 GE0075.geopotential number by the normal gravity value computed on the
 GE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0075.degrees latitude (g = 980.6199 gals.).
 GE0075
 GE0075.The modeled gravity was interpolated from observed gravity values.
 GE0075
 GE0075;                    North         East    Units  Estimated Accuracy
 GE0075;SPC AR N     -   226,910.      561,360.      MT  (+/- 180 meters Scaled)
 GE0075
 GE0075                          SUPERSEDED SURVEY CONTROL
 GE0075
 GE0075  NGVD 29 (??/??/92)   89.901  (m)          294.95   (f) ADJ UNCH    1 2
 GE0075
 GE0075.Superseded values are not recommended for survey control.
 GE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0075.See file dsdata.txt to determine how the superseded data were derived.
 GE0075
 GE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA510281(NAD 83)
 GE0075_MARKER: DB = BENCH MARK DISK
 GE0075_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0075_SP_SET: 48 FEET
 GE0075_STAMPING: D 188 1956
 GE0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0075
 GE0075  HISTORY     - Date     Condition        Report By
 GE0075  HISTORY     - 1956     MONUMENTED       CGS
 GE0075  HISTORY     - 1981     POOR             USGS
 GE0075
 GE0075                          STATION DESCRIPTION
 GE0075
 GE0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0075'1.3 MI SW FROM PIGGOTT.
 GE0075'ABOUT 1.3 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0075'RAILWAY FROM THE STATION AT PIGGOTT, ABOUT 3 1/2 TELEPHONE POLES
 GE0075'NORTHEAST OF MILE POLE 77, AT A PRIVATE ROAD CROSSING, 47 3/4
 GE0075'FEET NORTHWEST OF NORTHWEST RAIL, 87 FEET NORTH OF CENTER OF
 GE0075'CROSSING, 31 FEET NORTH-NORTHEAST OF NORTHEAST END OF A 30-INCH
 GE0075'METAL PIPE CULVERT UNDER PRIVATE ROAD, 20 FEET EAST OF CENTER
 GE0075'LINE OF PRIVATE ROAD, 96 FEET SOUTHEAST AND ACROSS PRIVATE ROAD
 GE0075'FROM A LONE 36-INCH OAK TREE WHICH IS IN A FENCE CORNER, 1/2
 GE0075'FOOT SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 GE0075'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND
 GE0075'IS A DISK ON TOP OF A COPPER-COATED STEEL ROD PROJECTING 1 INCH
 GE0075'AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 2 INCHES.  THE
 GE0075'ROD IS DRIVEN TO A DEPTH OF 48-FEET IN GROUND.
 GE0075
 GE0075                          STATION RECOVERY (1981)
 GE0075
 GE0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0075'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0158 ***********************************************************************
 FG0158  DESIGNATION -  D 19
 FG0158  PID         -  FG0158
 FG0158  STATE/COUNTY-  AR/FAULKNER
 FG0158  USGS QUAD   -  GREENBRIER (1994)
 FG0158
 FG0158                         *CURRENT SURVEY CONTROL
 FG0158  ___________________________________________________________________
 FG0158* NAD 83(1986)-  35 10 18.     (N)    092 26 49.     (W)     SCALED    
 FG0158* NAVD 88     -        86.035  (meters)     282.27   (feet)  ADJUSTED  
 FG0158  ___________________________________________________________________
 FG0158  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG0158  DYNAMIC HT  -          85.955 (meters)     282.00  (feet)  COMP
 FG0158  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 FG0158
 FG0158  VERT ORDER  -  SECOND    CLASS 0
 FG0158
 FG0158.The horizontal coordinates were scaled from a topographic map and have
 FG0158.an estimated accuracy of +/- 6 seconds.
 FG0158
 FG0158.The orthometric height was determined by differential leveling
 FG0158.and adjusted by the National Geodetic Survey in June 1991..
 FG0158
 FG0158.The geoid height was determined by GEOID03.
 FG0158
 FG0158.The dynamic height is computed by dividing the NAVD 88
 FG0158.geopotential number by the normal gravity value computed on the
 FG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0158.degrees latitude (g = 980.6199 gals.).
 FG0158
 FG0158.The modeled gravity was interpolated from observed gravity values.
 FG0158
 FG0158;                    North         East    Units  Estimated Accuracy
 FG0158;SPC AR N     -    93,100.      359,290.      MT  (+/- 180 meters Scaled)
 FG0158
 FG0158                          SUPERSEDED SURVEY CONTROL
 FG0158
 FG0158  NGVD 29 (??/??/92)   86.058  (m)          282.34   (f) ADJ UNCH    2 0
 FG0158
 FG0158.Superseded values are not recommended for survey control.
 FG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0158.See file dsdata.txt to determine how the superseded data were derived.
 FG0158
 FG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU503922(NAD 83)
 FG0158_MARKER: DB = BENCH MARK DISK
 FG0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0158_STAMPING: D 19 1934
 FG0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0158+STABILITY: SURFACE MOTION
 FG0158
 FG0158  HISTORY     - Date     Condition        Report By
 FG0158  HISTORY     - 1934     MONUMENTED       CGS
 FG0158
 FG0158                          STATION DESCRIPTION
 FG0158
 FG0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0158'6.1 MI N FROM CONWAY.
 FG0158'6.1 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE MISSOURI PACIFIC
 FG0158'RAILROAD STATION AT CONWAY, 350 FEET NORTH OF A 50-FOOT BRIDGE OVER A
 FG0158'SLOUGH, 110 FEET NORTH OF A FENCE CORNER, 23 FEET WEST OF THE
 FG0158'CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF A FENCE.  A STATE SURVEY
 FG0158'STANDARD DISK, STAMPED D 19 1934 AND SET IN THE TOP OF A CONCRETE
 FG0158'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0150 ***********************************************************************
 GE0150  DESIGNATION -  D 190
 GE0150  PID         -  GE0150
 GE0150  STATE/COUNTY-  AR/CLAY
 GE0150  USGS QUAD   -  MC DOUGAL (1984)
 GE0150
 GE0150                         *CURRENT SURVEY CONTROL
 GE0150  ___________________________________________________________________
 GE0150* NAD 83(1986)-  36 26 06.     (N)    090 27 37.     (W)     SCALED    
 GE0150* NAVD 88     -        89.212  (meters)     292.69   (feet)  ADJUSTED  
 GE0150  ___________________________________________________________________
 GE0150  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GE0150  DYNAMIC HT  -          89.140 (meters)     292.45  (feet)  COMP
 GE0150  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GE0150
 GE0150  VERT ORDER  -  FIRST     CLASS II
 GE0150
 GE0150.The horizontal coordinates were scaled from a topographic map and have
 GE0150.an estimated accuracy of +/- 6 seconds.
 GE0150
 GE0150.The orthometric height was determined by differential leveling
 GE0150.and adjusted by the National Geodetic Survey in June 1991..
 GE0150
 GE0150.The geoid height was determined by GEOID03.
 GE0150
 GE0150.The dynamic height is computed by dividing the NAVD 88
 GE0150.geopotential number by the normal gravity value computed on the
 GE0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0150.degrees latitude (g = 980.6199 gals.).
 GE0150
 GE0150.The modeled gravity was interpolated from observed gravity values.
 GE0150
 GE0150;                    North         East    Units  Estimated Accuracy
 GE0150;SPC AR N     -   234,250.      538,060.      MT  (+/- 180 meters Scaled)
 GE0150
 GE0150                          SUPERSEDED SURVEY CONTROL
 GE0150
 GE0150  NGVD 29 (??/??/92)   89.203  (m)          292.66   (f) ADJ UNCH    1 2
 GE0150
 GE0150.Superseded values are not recommended for survey control.
 GE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0150.See file dsdata.txt to determine how the superseded data were derived.
 GE0150
 GE0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA276351(NAD 83)
 GE0150_MARKER: DB = BENCH MARK DISK
 GE0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0150_SP_SET: CURBING
 GE0150_STAMPING: D 190 1956
 GE0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0150+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 GE0150
 GE0150  HISTORY     - Date     Condition        Report By
 GE0150  HISTORY     - 1956     MONUMENTED       CGS
 GE0150  HISTORY     - 20020916 GOOD             USACE
 GE0150
 GE0150                          STATION DESCRIPTION
 GE0150
 GE0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0150'3.8 MI W FROM MC DOUGAL.
 GE0150'ABOUT 3.8 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN
 GE0150'AT MC DOUGAL, IN THE TOP OF WEST END OF NORTH CURBING OF CONCRETE
 GE0150'BRIDGE OVER DITCH NO. 19, 13 1/2 FEET NORTH OF CENTER LINE OF
 GE0150'HIGHWAY, 1/2 FOOT EAST OF WEST END OF CURBING AND 1/2 FOOT
 GE0150'NORTH OF SOUTH EDGE OF CURBING.
 GE0150
 GE0150                          STATION RECOVERY (2002)
 GE0150
 GE0150'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1113 ***********************************************************************
 EJ1113  DESIGNATION -  D 192 X
 EJ1113  PID         -  EJ1113
 EJ1113  STATE/COUNTY-  AR/CLARK
 EJ1113  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1113
 EJ1113                         *CURRENT SURVEY CONTROL
 EJ1113  ___________________________________________________________________
 EJ1113* NAD 83(1986)-  34 03 35.     (N)    093 05 20.     (W)     SCALED    
 EJ1113* NAVD 88     -        64.300  (meters)     210.96   (feet)  ADJUSTED  
 EJ1113  ___________________________________________________________________
 EJ1113  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ1113  DYNAMIC HT  -          64.235 (meters)     210.74  (feet)  COMP
 EJ1113  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 EJ1113
 EJ1113  VERT ORDER  -  FIRST     CLASS II
 EJ1113
 EJ1113.The horizontal coordinates were scaled from a topographic map and have
 EJ1113.an estimated accuracy of +/- 6 seconds.
 EJ1113
 EJ1113.The orthometric height was determined by differential leveling
 EJ1113.and adjusted by the National Geodetic Survey in June 1991..
 EJ1113
 EJ1113.The geoid height was determined by GEOID03.
 EJ1113
 EJ1113.The dynamic height is computed by dividing the NAVD 88
 EJ1113.geopotential number by the normal gravity value computed on the
 EJ1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1113.degrees latitude (g = 980.6199 gals.).
 EJ1113
 EJ1113.The modeled gravity was interpolated from observed gravity values.
 EJ1113
 EJ1113;                    North         East    Units  Estimated Accuracy
 EJ1113;SPC AR S     -   555,040.      299,480.      MT  (+/- 180 meters Scaled)
 EJ1113
 EJ1113                          SUPERSEDED SURVEY CONTROL
 EJ1113
 EJ1113  NGVD 29 (??/??/92)   64.32   (m)          211.0    (f) COMPUTED    1 2
 EJ1113
 EJ1113.Superseded values are not recommended for survey control.
 EJ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1113.See file dsdata.txt to determine how the superseded data were derived.
 EJ1113
 EJ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT917687(NAD 83)
 EJ1113_MARKER: DB = BENCH MARK DISK
 EJ1113_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1113_SP_SET: 23 FT.
 EJ1113_STAMPING: D 192 X 1959
 EJ1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1113
 EJ1113  HISTORY     - Date     Condition        Report By
 EJ1113  HISTORY     - 1959     MONUMENTED       CGS
 EJ1113  HISTORY     - 1960     GOOD             NGS
 EJ1113
 EJ1113                          STATION DESCRIPTION
 EJ1113
 EJ1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1113'4.65 MI S FROM ARKADELPHIA.
 EJ1113'ABOUT 4.65 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1113'STATION AT ARKADELPHIA, 133 FEET SOUTHEAST OF AND ACROSS STATE HIGHWAY
 EJ1113'26 FROM THE SOUTH CORNER OF THE STATION AT GUM SPRINGS SIDING, 48 1/2
 EJ1113'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 58 FEET
 EJ1113'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET NORTHWEST OF A
 EJ1113'POWER POLE, 1.9 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 EJ1113'BELOW THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 EJ1113'IS DRIVEN TO A DEPTH OF 23 FEET AND IS ENCASED IN A 6-INCH TILE
 EJ1113'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0410 ***********************************************************************
 DL0410  DESIGNATION -  D 193 X
 DL0410  PID         -  DL0410
 DL0410  STATE/COUNTY-  AR/OUACHITA
 DL0410  USGS QUAD   -  CHIDESTER (1973)
 DL0410
 DL0410                         *CURRENT SURVEY CONTROL
 DL0410  ___________________________________________________________________
 DL0410* NAD 83(1986)-  33 43 25.     (N)    093 03 13.     (W)     SCALED    
 DL0410* NAVD 88     -        57.761  (meters)     189.50   (feet)  ADJUSTED  
 DL0410  ___________________________________________________________________
 DL0410  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DL0410  DYNAMIC HT  -          57.702 (meters)     189.31  (feet)  COMP
 DL0410  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 DL0410
 DL0410  VERT ORDER  -  FIRST     CLASS II
 DL0410
 DL0410.The horizontal coordinates were scaled from a topographic map and have
 DL0410.an estimated accuracy of +/- 6 seconds.
 DL0410
 DL0410.The orthometric height was determined by differential leveling
 DL0410.and adjusted by the National Geodetic Survey in June 1991..
 DL0410
 DL0410.The geoid height was determined by GEOID03.
 DL0410
 DL0410.The dynamic height is computed by dividing the NAVD 88
 DL0410.geopotential number by the normal gravity value computed on the
 DL0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0410.degrees latitude (g = 980.6199 gals.).
 DL0410
 DL0410.The modeled gravity was interpolated from observed gravity values.
 DL0410
 DL0410;                    North         East    Units  Estimated Accuracy
 DL0410;SPC AR S     -   517,730.      302,360.      MT  (+/- 180 meters Scaled)
 DL0410
 DL0410                          SUPERSEDED SURVEY CONTROL
 DL0410
 DL0410  NGVD 29 (??/??/92)   57.776  (m)          189.55   (f) ADJ UNCH    1 2
 DL0410
 DL0410.Superseded values are not recommended for survey control.
 DL0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0410.See file dsdata.txt to determine how the superseded data were derived.
 DL0410
 DL0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT950315(NAD 83)
 DL0410_MARKER: DB = BENCH MARK DISK
 DL0410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0410_SP_SET: 40 FT.
 DL0410_STAMPING: D 193 X 1959
 DL0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0410
 DL0410  HISTORY     - Date     Condition        Report By
 DL0410  HISTORY     - 1959     MONUMENTED       CGS
 DL0410  HISTORY     - 1960     GOOD             NGS
 DL0410  HISTORY     - 1964     GOOD             NGS
 DL0410
 DL0410                          STATION DESCRIPTION
 DL0410
 DL0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0410'2.7 MI NW FROM CHIDESTER.
 DL0410'ABOUT 2.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0410'POST OFFICE AT CHIDESTER, IN THE WEST SIDE OF SECTION 3, T 12 S, R 19
 DL0410'W, 0.15 MILE SOUTHEAST OF MILEPOLE 442, 53 FEET NORTH OF THE CENTER
 DL0410'LINE OF A ROAD CROSSING, 47 FEET NORTHEAST OF THE NORTHEAST RAIL, 44
 DL0410'FEET EAST OF A TELEPHONE POLE, 29 FEET NORTHWEST OF THE CENTER LINE OF
 DL0410'A DIRT ROAD, 2 1/2 FEET SOUTHEAST OF A CORNER POST, 1.0 FOOT NORTHWEST
 DL0410'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, ON TOP OF A
 DL0410'5/8-INCH COPPER COATED STEEL ROD WHICH IS DRIVEN TO A DEPTH OF 40
 DL0410'FEET, AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
 DL0410
 DL0410                          STATION RECOVERY (1964)
 DL0410
 DL0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0304 ***********************************************************************
 DL0304  DESIGNATION -  D 196
 DL0304  PID         -  DL0304
 DL0304  STATE/COUNTY-  AR/OUACHITA
 DL0304  USGS QUAD   -  BRAGG CITY (1985)
 DL0304
 DL0304                         *CURRENT SURVEY CONTROL
 DL0304  ___________________________________________________________________
 DL0304* NAD 83(1986)-  33 39 34.     (N)    092 56 01.     (W)     SCALED    
 DL0304* NAVD 88     -        39.652  (meters)     130.09   (feet)  ADJUSTED  
 DL0304  ___________________________________________________________________
 DL0304  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DL0304  DYNAMIC HT  -          39.611 (meters)     129.96  (feet)  COMP
 DL0304  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 DL0304
 DL0304  VERT ORDER  -  FIRST     CLASS II
 DL0304
 DL0304.The horizontal coordinates were scaled from a topographic map and have
 DL0304.an estimated accuracy of +/- 6 seconds.
 DL0304
 DL0304.The orthometric height was determined by differential leveling
 DL0304.and adjusted by the National Geodetic Survey in June 1991..
 DL0304
 DL0304.The geoid height was determined by GEOID03.
 DL0304
 DL0304.The dynamic height is computed by dividing the NAVD 88
 DL0304.geopotential number by the normal gravity value computed on the
 DL0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0304.degrees latitude (g = 980.6199 gals.).
 DL0304
 DL0304.The modeled gravity was interpolated from observed gravity values.
 DL0304
 DL0304;                    North         East    Units  Estimated Accuracy
 DL0304;SPC AR S     -   510,510.      313,410.      MT  (+/- 180 meters Scaled)
 DL0304
 DL0304                          SUPERSEDED SURVEY CONTROL
 DL0304
 DL0304  NGVD 29 (??/??/92)   39.673  (m)          130.16   (f) ADJ UNCH    1 2
 DL0304
 DL0304.Superseded values are not recommended for survey control.
 DL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0304.See file dsdata.txt to determine how the superseded data were derived.
 DL0304
 DL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT061243(NAD 83)
 DL0304_MARKER: DB = BENCH MARK DISK
 DL0304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0304_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0304_STAMPING: D 196 1960
 DL0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0304
 DL0304  HISTORY     - Date     Condition        Report By
 DL0304  HISTORY     - 1960     MONUMENTED       CGS
 DL0304  HISTORY     - 1964     GOOD             NGS
 DL0304
 DL0304                          STATION DESCRIPTION
 DL0304
 DL0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0304'6.2 MI SE FROM CHIDESTER.
 DL0304'ABOUT 6.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0304'POST OFFICE AT CHIDESTER, ON THE CREST OF A SLIGHT KNOLL, 62 FEET EAST
 DL0304'OF THE FIRST POLE EAST OF MILEPOST 451, IN SECTION 27, T 2 S, R 18 W,
 DL0304'ON THE OUTSIDE OF A SLIGHT CURVE IN THE TRACK, 41 FEET NORTH OF THE
 DL0304'NORTH RAIL, 3 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE TRACKS, ON
 DL0304'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT.
 DL0304
 DL0304                          STATION RECOVERY (1964)
 DL0304
 DL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0333 ***********************************************************************
 DL0333  DESIGNATION -  D 197
 DL0333  PID         -  DL0333
 DL0333  STATE/COUNTY-  AR/OUACHITA
 DL0333  USGS QUAD   -  CAMDEN (1985)
 DL0333
 DL0333                         *CURRENT SURVEY CONTROL
 DL0333  ___________________________________________________________________
 DL0333* NAD 83(1986)-  33 32 41.     (N)    092 50 49.     (W)     SCALED    
 DL0333* NAVD 88     -        40.808  (meters)     133.88   (feet)  ADJUSTED  
 DL0333  ___________________________________________________________________
 DL0333  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0333  DYNAMIC HT  -          40.765 (meters)     133.74  (feet)  COMP
 DL0333  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 DL0333
 DL0333  VERT ORDER  -  FIRST     CLASS II
 DL0333
 DL0333.The horizontal coordinates were scaled from a topographic map and have
 DL0333.an estimated accuracy of +/- 6 seconds.
 DL0333
 DL0333.The orthometric height was determined by differential leveling
 DL0333.and adjusted by the National Geodetic Survey in June 1991..
 DL0333
 DL0333.The geoid height was determined by GEOID03.
 DL0333
 DL0333.The dynamic height is computed by dividing the NAVD 88
 DL0333.geopotential number by the normal gravity value computed on the
 DL0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0333.degrees latitude (g = 980.6199 gals.).
 DL0333
 DL0333.The modeled gravity was interpolated from observed gravity values.
 DL0333
 DL0333;                    North         East    Units  Estimated Accuracy
 DL0333;SPC AR S     -   497,710.      321,350.      MT  (+/- 180 meters Scaled)
 DL0333
 DL0333                          SUPERSEDED SURVEY CONTROL
 DL0333
 DL0333  NGVD 29 (??/??/92)   40.83   (m)          134.0    (f) COMPUTED    1 2
 DL0333
 DL0333.Superseded values are not recommended for survey control.
 DL0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0333.See file dsdata.txt to determine how the superseded data were derived.
 DL0333
 DL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT142116(NAD 83)
 DL0333_MARKER: DB = BENCH MARK DISK
 DL0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0333_STAMPING: D 197 1959
 DL0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0333+STABILITY: SURFACE MOTION
 DL0333
 DL0333  HISTORY     - Date     Condition        Report By
 DL0333  HISTORY     - 1959     MONUMENTED       CGS
 DL0333  HISTORY     - 1960     GOOD             NGS
 DL0333  HISTORY     - 1964     GOOD             NGS
 DL0333
 DL0333                          STATION DESCRIPTION
 DL0333
 DL0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0333'2.45 MI SW FROM CAMDEN.
 DL0333'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0333'STATION AT CAMDEN, THENCE 1.65 MILES SOUTHWEST ALONG THE ST. LOUIS
 DL0333'SOUTHWESTERN RAILWAY, IN SECTION 3, T 14 S, R 17 W, 56 FEET EAST OF
 DL0333'THE SECOND TELEPHONE SOUTHWEST OF MILEPOST 341, 5 1/2 RAILS NORTHEAST
 DL0333'OF THE NORTHEAST END OF TRESTLE NO. 341.10, 51 FEET SOUTHEAST OF THE
 DL0333'SOUTHEAST RAIL, 24 FEET NORTHEAST OF A 15-INCH OAK TREE, 5 FEET
 DL0333'SOUTHEAST OF AN OLD FENCE LINE, 1.0 FOOT NORTHEAST OF A METAL WITNESS
 DL0333'POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF
 DL0333'A CONCRETE POST PROJECTING 5 INCHES.
 DL0333
 DL0333                          STATION RECOVERY (1964)
 DL0333
 DL0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0211 ***********************************************************************
 DL0211  DESIGNATION -  D 198
 DL0211  PID         -  DL0211
 DL0211  STATE/COUNTY-  AR/OUACHITA
 DL0211  USGS QUAD   -  SNOW HILL (1985)
 DL0211
 DL0211                         *CURRENT SURVEY CONTROL
 DL0211  ___________________________________________________________________
 DL0211* NAD 83(1986)-  33 23 16.     (N)    092 38 59.     (W)     SCALED    
 DL0211* NAVD 88     -        44.721  (meters)     146.72   (feet)  ADJUSTED  
 DL0211  ___________________________________________________________________
 DL0211  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0211  DYNAMIC HT  -          44.674 (meters)     146.57  (feet)  COMP
 DL0211  MODELED GRAV-     979,588.5   (mgal)                       NAVD 88
 DL0211
 DL0211  VERT ORDER  -  FIRST     CLASS II
 DL0211
 DL0211.The horizontal coordinates were scaled from a topographic map and have
 DL0211.an estimated accuracy of +/- 6 seconds.
 DL0211
 DL0211.The orthometric height was determined by differential leveling
 DL0211.and adjusted by the National Geodetic Survey in June 1991..
 DL0211
 DL0211.The geoid height was determined by GEOID03.
 DL0211
 DL0211.The dynamic height is computed by dividing the NAVD 88
 DL0211.geopotential number by the normal gravity value computed on the
 DL0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0211.degrees latitude (g = 980.6199 gals.).
 DL0211
 DL0211.The modeled gravity was interpolated from observed gravity values.
 DL0211
 DL0211;                    North         East    Units  Estimated Accuracy
 DL0211;SPC AR S     -   480,170.      339,550.      MT  (+/- 180 meters Scaled)
 DL0211
 DL0211                          SUPERSEDED SURVEY CONTROL
 DL0211
 DL0211  NGVD 29 (??/??/92)   44.754  (m)          146.83   (f) ADJ UNCH    1 2
 DL0211
 DL0211.Superseded values are not recommended for survey control.
 DL0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0211.See file dsdata.txt to determine how the superseded data were derived.
 DL0211
 DL0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS325943(NAD 83)
 DL0211_MARKER: DB = BENCH MARK DISK
 DL0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0211_SP_SET: FOUNDATION
 DL0211_STAMPING: D 198 1960
 DL0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0211
 DL0211  HISTORY     - Date     Condition        Report By
 DL0211  HISTORY     - 1960     MONUMENTED       CGS
 DL0211  HISTORY     - 1964     GOOD             NGS
 DL0211
 DL0211                          STATION DESCRIPTION
 DL0211
 DL0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0211'6.95 MI NW FROM NORPHLET.
 DL0211'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0211'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0211'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0211'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0211'THENCE 0.85 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 27, T 15
 DL0211'S, R 15 W, ABOUT 350 FEET SOUTH-SOUTHWEST OF AND ACROSS THE ROAD FROM
 DL0211'A GROUP OF 4 STORAGE TANKS, 67 FEET SOUTH OF THE CENTER LINE OF THE
 DL0211'ROAD, AT THE NORTHWEST LEG OF AN OIL DERRICK, SET IN THE TOP OF THE
 DL0211'NORTHEAST CORNER OF THE CONCRETE FOOTING OF THE DERRICK, 9 FEET
 DL0211'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A 4 X 36 FEET ABONDONED
 DL0211'CONCRETE FOUNDATION OF AN OLD GASOLINE ENGINE, LEVEL WITH THE ROAD AND
 DL0211'ABOUT 1 FOOT ABOVE THE GROUND.  NOTE-- BM ABOUT 0.2 MILE EAST ALONG A
 DL0211'GRAVEL ROAD FROM THE FORKS SOUTHEAST OF THE SNOW HILL CHURCH AND
 DL0211'CEMETERY.
 DL0211
 DL0211                          STATION RECOVERY (1964)
 DL0211
 DL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0790 ***********************************************************************
 DL0790  DESIGNATION -  D 199
 DL0790  PID         -  DL0790
 DL0790  STATE/COUNTY-  AR/LAFAYETTE
 DL0790  USGS QUAD   -  BRADLEY (1978)
 DL0790
 DL0790                         *CURRENT SURVEY CONTROL
 DL0790  ___________________________________________________________________
 DL0790* NAD 83(1986)-  33 05 24.     (N)    093 39 24.     (W)     SCALED    
 DL0790* NAVD 88     -        77.187  (meters)     253.24   (feet)  ADJUSTED  
 DL0790  ___________________________________________________________________
 DL0790  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DL0790  DYNAMIC HT  -          77.103 (meters)     252.96  (feet)  COMP
 DL0790  MODELED GRAV-     979,550.9   (mgal)                       NAVD 88
 DL0790
 DL0790  VERT ORDER  -  FIRST     CLASS II
 DL0790
 DL0790.The horizontal coordinates were scaled from a topographic map and have
 DL0790.an estimated accuracy of +/- 6 seconds.
 DL0790
 DL0790.The orthometric height was determined by differential leveling
 DL0790.and adjusted by the National Geodetic Survey in June 1991..
 DL0790
 DL0790.The geoid height was determined by GEOID03.
 DL0790
 DL0790.The dynamic height is computed by dividing the NAVD 88
 DL0790.geopotential number by the normal gravity value computed on the
 DL0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0790.degrees latitude (g = 980.6199 gals.).
 DL0790
 DL0790.The modeled gravity was interpolated from observed gravity values.
 DL0790
 DL0790;                    North         East    Units  Estimated Accuracy
 DL0790;SPC AR S     -   448,210.      245,340.      MT  (+/- 180 meters Scaled)
 DL0790
 DL0790                          SUPERSEDED SURVEY CONTROL
 DL0790
 DL0790  NGVD 29 (??/??/92)   77.246  (m)          253.43   (f) ADJ UNCH    1 2
 DL0790
 DL0790.Superseded values are not recommended for survey control.
 DL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0790.See file dsdata.txt to determine how the superseded data were derived.
 DL0790
 DL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS387614(NAD 83)
 DL0790_MARKER: DB = BENCH MARK DISK
 DL0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0790_SP_SET: CULVERT
 DL0790_STAMPING: D 199 1960
 DL0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0790
 DL0790  HISTORY     - Date     Condition        Report By
 DL0790  HISTORY     - 1960     MONUMENTED       CGS
 DL0790  HISTORY     - 1963     GOOD             NGS
 DL0790  HISTORY     - 20041226 MARK NOT FOUND   USPSQD
 DL0790
 DL0790                          STATION DESCRIPTION
 DL0790
 DL0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0790'0.6 MI S FROM BRADLEY.
 DL0790'ABOUT 0.6 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0790'STATION AT BRADLEY, 2 1/2 POLES SOUTH OF MILEPOST 409, IN THE TOP OF
 DL0790'THE SOUTH END OF THE WEST HEADWALL OF A 20-INCH TUBULAR CULVERT UNDER
 DL0790'THE HIGHWAY, 69 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 20 FEET
 DL0790'WEST OF THE CENTER LINE OF STATE HIGHWAY 29, ABOUT LEVEL WITH THE
 DL0790'HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS.
 DL0790
 DL0790                          STATION RECOVERY (1963)
 DL0790
 DL0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0790'RECOVERED IN GOOD CONDITION.
 DL0790
 DL0790                          STATION RECOVERY (2004)
 DL0790
 DL0790'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DL0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0479 ***********************************************************************
 GE0479  DESIGNATION -  D 2
 GE0479  PID         -  GE0479
 GE0479  STATE/COUNTY-  AR/LAWRENCE
 GE0479  USGS QUAD   -  IMBODEN (1981)
 GE0479
 GE0479                         *CURRENT SURVEY CONTROL
 GE0479  ___________________________________________________________________
 GE0479* NAD 83(1986)-  36 12 17.     (N)    091 10 24.     (W)     SCALED    
 GE0479* NAVD 88     -        84.364  (meters)     276.78   (feet)  ADJUSTED  
 GE0479  ___________________________________________________________________
 GE0479  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GE0479  DYNAMIC HT  -          84.295 (meters)     276.56  (feet)  COMP
 GE0479  MODELED GRAV-     979,810.9   (mgal)                       NAVD 88
 GE0479
 GE0479  VERT ORDER  -  FIRST     CLASS II
 GE0479
 GE0479.The horizontal coordinates were scaled from a topographic map and have
 GE0479.an estimated accuracy of +/- 6 seconds.
 GE0479
 GE0479.The orthometric height was determined by differential leveling
 GE0479.and adjusted by the National Geodetic Survey in June 1991..
 GE0479
 GE0479.The geoid height was determined by GEOID03.
 GE0479
 GE0479.The dynamic height is computed by dividing the NAVD 88
 GE0479.geopotential number by the normal gravity value computed on the
 GE0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0479.degrees latitude (g = 980.6199 gals.).
 GE0479
 GE0479.The modeled gravity was interpolated from observed gravity values.
 GE0479
 GE0479;                    North         East    Units  Estimated Accuracy
 GE0479;SPC AR N     -   207,930.      474,340.      MT  (+/- 180 meters Scaled)
 GE0479
 GE0479                          SUPERSEDED SURVEY CONTROL
 GE0479
 GE0479  NGVD 29 (??/??/92)   84.269  (m)          276.47   (f) ADJ UNCH    1 2
 GE0479
 GE0479.Superseded values are not recommended for survey control.
 GE0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0479.See file dsdata.txt to determine how the superseded data were derived.
 GE0479
 GE0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA642082(NAD 83)
 GE0479_MARKER: DB = BENCH MARK DISK
 GE0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0479_STAMPING: 276.473 D 2 1928
 GE0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0479+STABILITY: SURFACE MOTION
 GE0479
 GE0479  HISTORY     - Date     Condition        Report By
 GE0479  HISTORY     - 1928     MONUMENTED       CGS
 GE0479  HISTORY     - 1944     GOOD             NGS
 GE0479  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0479
 GE0479                          STATION DESCRIPTION
 GE0479
 GE0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0479'0.2 MI W FROM IMBODEN.
 GE0479'0.2 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GE0479'STATION AT IMBODEN, 120 FEET WEST OF THE CROSSING OF THE HIGHWAY
 GE0479'LEADING TO POCAHONTAS, 58 FEET EAST OF THE POLE 380/20, 55 FEET
 GE0479'NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 10 FEET SOUTH OF
 GE0479'THE NORTH RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST
 GE0479'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- COVERED BY ABOUT 1 FOOT
 GE0479'OF GRAVEL FROM THE OVERFLOW OF SPRING RIVER.
 GE0479
 GE0479                          STATION RECOVERY (1944)
 GE0479
 GE0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0479'RECOVERED IN GOOD CONDITION.
 GE0479
 GE0479                          STATION RECOVERY (1992)
 GE0479
 GE0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0479'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0117 ***********************************************************************
 FH0117  DESIGNATION -  D 20
 FH0117  PID         -  FH0117
 FH0117  STATE/COUNTY-  AR/SEBASTIAN
 FH0117  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0117
 FH0117                         *CURRENT SURVEY CONTROL
 FH0117  ___________________________________________________________________
 FH0117* NAD 83(1986)-  35 19 53.     (N)    094 24 40.     (W)     SCALED    
 FH0117* NAVD 88     -       142.604  (meters)     467.86   (feet)  ADJUSTED  
 FH0117  ___________________________________________________________________
 FH0117  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FH0117  DYNAMIC HT  -         142.468 (meters)     467.41  (feet)  COMP
 FH0117  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FH0117
 FH0117  VERT ORDER  -  FIRST     CLASS II
 FH0117
 FH0117.The horizontal coordinates were scaled from a topographic map and have
 FH0117.an estimated accuracy of +/- 6 seconds.
 FH0117
 FH0117.The orthometric height was determined by differential leveling
 FH0117.and adjusted by the National Geodetic Survey in June 1991..
 FH0117
 FH0117.The geoid height was determined by GEOID03.
 FH0117
 FH0117.The dynamic height is computed by dividing the NAVD 88
 FH0117.geopotential number by the normal gravity value computed on the
 FH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0117.degrees latitude (g = 980.6199 gals.).
 FH0117
 FH0117.The modeled gravity was interpolated from observed gravity values.
 FH0117
 FH0117;                    North         East    Units  Estimated Accuracy
 FH0117;SPC AR N     -   113,410.      180,820.      MT  (+/- 180 meters Scaled)
 FH0117
 FH0117                          SUPERSEDED SURVEY CONTROL
 FH0117
 FH0117  NGVD 29 (??/??/92)  142.509  (m)          467.55   (f) ADJ UNCH    1 2
 FH0117
 FH0117.Superseded values are not recommended for survey control.
 FH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0117.See file dsdata.txt to determine how the superseded data were derived.
 FH0117
 FH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV717107(NAD 83)
 FH0117_MARKER: DB = BENCH MARK DISK
 FH0117_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0117+WITH SETTING: PAVEMENT
 FH0117_STAMPING: 467.5M8 D 20 1931
 FH0117_MARK LOGO: CGS   
 FH0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0117+STABILITY: SURFACE MOTION
 FH0117
 FH0117  HISTORY     - Date     Condition        Report By
 FH0117  HISTORY     - 1931     MONUMENTED       CGS
 FH0117  HISTORY     - 1965     GOOD             NGS
 FH0117  HISTORY     - 1985     GOOD             NGS
 FH0117  HISTORY     - 1987     GOOD             USPSQD
 FH0117  HISTORY     - 1988     GOOD             USPSQD
 FH0117  HISTORY     - 1989     POOR             USPSQD
 FH0117
 FH0117                          STATION DESCRIPTION
 FH0117
 FH0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FH0117'3.6 MI S FROM FORT SMITH.
 FH0117'3.6 MILES SOUTH ALONG MP HWY.  SOUTH ON FORT SMITH ON HIGHWAY
 FH0117'U.S. 71 TURN LEFT ON ROAD TO CAMP CHAFFEE AS YOU CROSS THE
 FH0117'TRACKS ON YOUR LEFT AT CONCRETE FOUNDATIONS OF THE OLD
 FH0117'SORGHUM PLANT.  THE MARK IS ABOUT 14 RAILS NORTH OF RAILROAD
 FH0117'BRIDGE 12.  OLD DESCRIPTION HAD MARK 9 FEET SOUTH OF SIDE TRACKS,
 FH0117'THE SIDE TRACK IS GONE.  6 FT. EAST OF EAST TRACK.  A STANDARD
 FH0117'DISK STAMPED AS ABOVE AND SET IN THE TOP OF A CONCRETE POST.
 FH0117
 FH0117                          STATION RECOVERY (1985)
 FH0117
 FH0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0117'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  0.5KM
 FH0117'(0.35 MI) SOUTHEAST ALONG ROGERS AVENUE FROM THE COURTHOUSE IN FORT
 FH0117'SMITH, THENCE 6.8 KM (4.25 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 71,
 FH0117'THENCE 0.1 KM (0.05 MI) NORTH ALONG 24TH STREET, THENCE 0.2 KM
 FH0117'(0.15 MI) NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY, SET IN THE
 FH0117'SOUTHWEST CORNER OF A 2-FEET BY 2-FEET CONCRETE BASE SEMAPHORE, 71.38
 FH0117'METERS (234.2 FT) SOUTHEAST OF THE CENTER OF THE JUNCTION OF A SPUR
 FH0117'TRACK LEADING EAST, 42.88 METERS (140.7 FT) SOUTH-SOUTHWEST OF THE
 FH0117'SOUTHWEST FACE OF A SMALL DOOR OF A LARGE METAL WAREHOUSE, AND
 FH0117'1.92 METERS (6.3 FT) EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL.
 FH0117'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 FH0117'THE MARK IS 0.15 M BELOW TRACKS.
 FH0117
 FH0117                          STATION RECOVERY (1987)
 FH0117
 FH0117'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0117'RECOVERED IN GOOD CONDITION.
 FH0117
 FH0117                          STATION RECOVERY (1988)
 FH0117
 FH0117'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0117'RECOVERED IN GOOD CONDITION.
 FH0117
 FH0117                          STATION RECOVERY (1989)
 FH0117
 FH0117'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0117'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0136 ***********************************************************************
 DL0136  DESIGNATION -  D 200
 DL0136  PID         -  DL0136
 DL0136  STATE/COUNTY-  AR/UNION
 DL0136  USGS QUAD   -  HUTTIG (1981)
 DL0136
 DL0136                         *CURRENT SURVEY CONTROL
 DL0136  ___________________________________________________________________
 DL0136* NAD 83(1986)-  33 05 54.     (N)    092 11 37.     (W)     SCALED    
 DL0136* NAVD 88     -        26.652  (meters)      87.44   (feet)  ADJUSTED  
 DL0136  ___________________________________________________________________
 DL0136  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DL0136  DYNAMIC HT  -          26.624 (meters)      87.35  (feet)  COMP
 DL0136  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 DL0136
 DL0136  VERT ORDER  -  FIRST     CLASS II
 DL0136
 DL0136.The horizontal coordinates were scaled from a topographic map and have
 DL0136.an estimated accuracy of +/- 6 seconds.
 DL0136
 DL0136.The orthometric height was determined by differential leveling
 DL0136.and adjusted by the National Geodetic Survey in June 1991..
 DL0136
 DL0136.The geoid height was determined by GEOID03.
 DL0136
 DL0136.The dynamic height is computed by dividing the NAVD 88
 DL0136.geopotential number by the normal gravity value computed on the
 DL0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0136.degrees latitude (g = 980.6199 gals.).
 DL0136
 DL0136.The modeled gravity was interpolated from observed gravity values.
 DL0136
 DL0136;                    North         East    Units  Estimated Accuracy
 DL0136;SPC AR S     -   447,900.      381,930.      MT  (+/- 180 meters Scaled)
 DL0136
 DL0136                          SUPERSEDED SURVEY CONTROL
 DL0136
 DL0136  NGVD 29 (??/??/92)   26.708  (m)           87.62   (f) ADJ UNCH    1 2
 DL0136
 DL0136.Superseded values are not recommended for survey control.
 DL0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0136.See file dsdata.txt to determine how the superseded data were derived.
 DL0136
 DL0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS752624(NAD 83)
 DL0136_MARKER: DB = BENCH MARK DISK
 DL0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0136_STAMPING: D 200 1960
 DL0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0136+STABILITY: SURFACE MOTION
 DL0136
 DL0136  HISTORY     - Date     Condition        Report By
 DL0136  HISTORY     - 1960     MONUMENTED       CGS
 DL0136  HISTORY     - 1964     GOOD             NGS
 DL0136  HISTORY     - 1977     POOR             USGS
 DL0136
 DL0136                          STATION DESCRIPTION
 DL0136
 DL0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0136'4.15 MI NW FROM FELSENTHAL.
 DL0136'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0136'FELSENTHAL, THENCE 2.15 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 DL0136'36, T 18 S, R 11 W, 61 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8
 DL0136'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN
 DL0136'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0136
 DL0136                          STATION RECOVERY (1964)
 DL0136
 DL0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0136'RECOVERED IN GOOD CONDITION.
 DL0136
 DL0136                          STATION RECOVERY (1977)
 DL0136
 DL0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0136'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0249 ***********************************************************************
 DL0249  DESIGNATION -  D 201
 DL0249  PID         -  DL0249
 DL0249  STATE/COUNTY-  AR/UNION
 DL0249  USGS QUAD   -  CALION (1978)
 DL0249
 DL0249                         *CURRENT SURVEY CONTROL
 DL0249  ___________________________________________________________________
 DL0249* NAD 83(1986)-  33 17 02.     (N)    092 30 29.     (W)     SCALED    
 DL0249* NAVD 88     -        46.072  (meters)     151.15   (feet)  ADJUSTED  
 DL0249  ___________________________________________________________________
 DL0249  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0249  DYNAMIC HT  -          46.023 (meters)     150.99  (feet)  COMP
 DL0249  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DL0249
 DL0249  VERT ORDER  -  FIRST     CLASS II
 DL0249
 DL0249.The horizontal coordinates were scaled from a topographic map and have
 DL0249.an estimated accuracy of +/- 6 seconds.
 DL0249
 DL0249.The orthometric height was determined by differential leveling
 DL0249.and adjusted by the National Geodetic Survey in June 1991..
 DL0249
 DL0249.The geoid height was determined by GEOID03.
 DL0249
 DL0249.The dynamic height is computed by dividing the NAVD 88
 DL0249.geopotential number by the normal gravity value computed on the
 DL0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0249.degrees latitude (g = 980.6199 gals.).
 DL0249
 DL0249.The modeled gravity was interpolated from observed gravity values.
 DL0249
 DL0249;                    North         East    Units  Estimated Accuracy
 DL0249;SPC AR S     -   468,580.      352,670.      MT  (+/- 180 meters Scaled)
 DL0249
 DL0249                          SUPERSEDED SURVEY CONTROL
 DL0249
 DL0249  NGVD 29 (??/??/92)   46.113  (m)          151.29   (f) ADJ UNCH    1 2
 DL0249
 DL0249.Superseded values are not recommended for survey control.
 DL0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0249.See file dsdata.txt to determine how the superseded data were derived.
 DL0249
 DL0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS458828(NAD 83)
 DL0249_MARKER: DB = BENCH MARK DISK
 DL0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0249_STAMPING: D 201 1960
 DL0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0249+STABILITY: SURFACE MOTION
 DL0249
 DL0249  HISTORY     - Date     Condition        Report By
 DL0249  HISTORY     - 1960     MONUMENTED       CGS
 DL0249  HISTORY     - 1964     GOOD             NGS
 DL0249
 DL0249                          STATION DESCRIPTION
 DL0249
 DL0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0249'4.15 MI NE FROM OLD UNION.
 DL0249'ABOUT 4.15 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE OLD UNION
 DL0249'BAPTIST CHURCH AT OLD UNION, ABOUT 4.75 MILES SOUTHEAST OF THE POST
 DL0249'OFFICE AT CALION, IN SECTION 36, T 16 S, R 14 W, 107 FEET
 DL0249'EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 256 FEET
 DL0249'SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD
 DL0249'LEADING EAST, 247 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 DL0249'IN THE SOUTH SIDE OF A SMALL CLEARING, 36 1/2 FEET NORTH-NORTHWEST OF
 DL0249'A 36-INCH SWEET GUM TREE, 14 FEET SOUTH OF A 26-INCH OAK TREE, ABOUT 2
 DL0249'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DL0249'PROJECTING 6 INCHES.  NOTE-- THE ROAD PAST THE MARK HAS BEEN
 DL0249'BLACK-TOPPED.
 DL0249
 DL0249                          STATION RECOVERY (1964)
 DL0249
 DL0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0548 ***********************************************************************
 DL0548  DESIGNATION -  D 202
 DL0548  PID         -  DL0548
 DL0548  STATE/COUNTY-  AR/COLUMBIA
 DL0548  USGS QUAD   -  MAGNOLIA (1968)
 DL0548
 DL0548                         *CURRENT SURVEY CONTROL
 DL0548  ___________________________________________________________________
 DL0548* NAD 83(1986)-  33 21 08.     (N)    093 14 46.     (W)     SCALED    
 DL0548* NAVD 88     -        85.312  (meters)     279.89   (feet)  ADJUSTED  
 DL0548  ___________________________________________________________________
 DL0548  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DL0548  DYNAMIC HT  -          85.221 (meters)     279.60  (feet)  COMP
 DL0548  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DL0548
 DL0548  VERT ORDER  -  FIRST     CLASS II
 DL0548
 DL0548.The horizontal coordinates were scaled from a topographic map and have
 DL0548.an estimated accuracy of +/- 6 seconds.
 DL0548
 DL0548.The orthometric height was determined by differential leveling
 DL0548.and adjusted by the National Geodetic Survey in June 1991..
 DL0548
 DL0548.The geoid height was determined by GEOID03.
 DL0548
 DL0548.The dynamic height is computed by dividing the NAVD 88
 DL0548.geopotential number by the normal gravity value computed on the
 DL0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0548.degrees latitude (g = 980.6199 gals.).
 DL0548
 DL0548.The modeled gravity was interpolated from observed gravity values.
 DL0548
 DL0548;                    North         East    Units  Estimated Accuracy
 DL0548;SPC AR S     -   476,740.      284,020.      MT  (+/- 180 meters Scaled)
 DL0548
 DL0548                          SUPERSEDED SURVEY CONTROL
 DL0548
 DL0548  NGVD 29 (??/??/92)   85.339  (m)          279.98   (f) ADJ UNCH    1 2
 DL0548
 DL0548.Superseded values are not recommended for survey control.
 DL0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0548.See file dsdata.txt to determine how the superseded data were derived.
 DL0548
 DL0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS771903(NAD 83)
 DL0548_MARKER: DB = BENCH MARK DISK
 DL0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0548_STAMPING: D 202 1960
 DL0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0548+STABILITY: SURFACE MOTION
 DL0548
 DL0548  HISTORY     - Date     Condition        Report By
 DL0548  HISTORY     - 1960     MONUMENTED       CGS
 DL0548  HISTORY     - 1963     GOOD             NGS
 DL0548
 DL0548                          STATION DESCRIPTION
 DL0548
 DL0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0548'2.3 MI W FROM MCNEIL.
 DL0548'ABOUT 2.3 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0548'STATION AT MCNEIL, IN SECTION 14, T 16 S, R 21 W, 9 1/2 POLES OR 0.35
 DL0548'MILES WEST OF MILEPOST 370, 82 FEET NORTH OF THE NORTH RAIL, 65 FEET
 DL0548'NORTHWEST OF A TELEPHONE POLE NUMBER 6765, 19 FEET WEST OF A 13-INCH
 DL0548'PINE TREE, 15 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 1.8 FEET
 DL0548'WEST OF A METAL WITNESS POST, ABOUT 18 FEET BELOW THE TRACKS, AND IN
 DL0548'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DL0548
 DL0548                          STATION RECOVERY (1963)
 DL0548
 DL0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0757 ***********************************************************************
 DL0757  DESIGNATION -  D 203 RESET
 DL0757  PID         -  DL0757
 DL0757  STATE/COUNTY-  AR/LAFAYETTE
 DL0757  USGS QUAD   -  LEWISVILLE (1978)
 DL0757
 DL0757                         *CURRENT SURVEY CONTROL
 DL0757  ___________________________________________________________________
 DL0757* NAD 83(1986)-  33 21 16.     (N)    093 34 22.     (W)     SCALED    
 DL0757* NAVD 88     -        81.63   (+/-2cm)     267.8    (feet)  VERTCON   
 DL0757  ___________________________________________________________________
 DL0757  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DL0757
 DL0757  VERT ORDER  -  THIRD (See Below)
 DL0757
 DL0757.The horizontal coordinates were scaled from a topographic map and have
 DL0757.an estimated accuracy of +/- 6 seconds.
 DL0757
 DL0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0757.The vertical order pertains to the NGVD 29 superseded value.
 DL0757
 DL0757.The geoid height was determined by GEOID03.
 DL0757
 DL0757;                    North         East    Units  Estimated Accuracy
 DL0757;SPC AR S     -   477,410.      253,620.      MT  (+/- 180 meters Scaled)
 DL0757
 DL0757                          SUPERSEDED SURVEY CONTROL
 DL0757
 DL0757  NGVD 29 (??/??/??)   81.67   (m)          267.9    (f) RESET       3  
 DL0757
 DL0757.Superseded values are not recommended for survey control.
 DL0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0757.See file dsdata.txt to determine how the superseded data were derived.
 DL0757
 DL0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS467907(NAD 83)
 DL0757_MARKER: DB = BENCH MARK DISK
 DL0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0757_STAMPING: D 203 1960 RESET 1966
 DL0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0757+STABILITY: SURFACE MOTION
 DL0757
 DL0757  HISTORY     - Date     Condition        Report By
 DL0757  HISTORY     - 1966     MONUMENTED       CGS
 DL0757
 DL0757                          STATION DESCRIPTION
 DL0757
 DL0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DL0757'0.35 MI E FROM LEWISVILLE.
 DL0757'LOCATED 0.35 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM
 DL0757'THE STATION AT LEWISVILLE, 80 FEET SOUTH OF THE CENTERLINE OF U.S.
 DL0757'HIGHWAY 82, 37.5 FEET NORTH OF THE NORTH RIAL OF THE TRACKS, 35 FEET
 DL0757'EAST OF THE CENTERLINE OF THE ROAD CROSSING THE TRACKS, 51 FEET
 DL0757'NORTHEAST OF THE ROAD CROSSING, 2.5 FEET EAST OF TELEPHONE POLE NO.
 DL0757'7536, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A 12-INCH ROUND
 DL0757'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0257 ***********************************************************************
 DL0257  DESIGNATION -  D 204
 DL0257  PID         -  DL0257
 DL0257  STATE/COUNTY-  AR/OUACHITA
 DL0257  USGS QUAD   -  BUENA VISTA (1962)
 DL0257
 DL0257                         *CURRENT SURVEY CONTROL
 DL0257  ___________________________________________________________________
 DL0257* NAD 83(1986)-  33 29 30.     (N)    092 56 18.     (W)     SCALED    
 DL0257* NAVD 88     -        72.771  (meters)     238.75   (feet)  ADJUSTED  
 DL0257  ___________________________________________________________________
 DL0257  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DL0257  DYNAMIC HT  -          72.695 (meters)     238.50  (feet)  COMP
 DL0257  MODELED GRAV-     979,589.2   (mgal)                       NAVD 88
 DL0257
 DL0257  VERT ORDER  -  FIRST     CLASS II
 DL0257
 DL0257.The horizontal coordinates were scaled from a topographic map and have
 DL0257.an estimated accuracy of +/- 6 seconds.
 DL0257
 DL0257.The orthometric height was determined by differential leveling
 DL0257.and adjusted by the National Geodetic Survey in June 1991..
 DL0257
 DL0257.The geoid height was determined by GEOID03.
 DL0257
 DL0257.The dynamic height is computed by dividing the NAVD 88
 DL0257.geopotential number by the normal gravity value computed on the
 DL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0257.degrees latitude (g = 980.6199 gals.).
 DL0257
 DL0257.The modeled gravity was interpolated from observed gravity values.
 DL0257
 DL0257;                    North         East    Units  Estimated Accuracy
 DL0257;SPC AR S     -   491,900.      312,800.      MT  (+/- 180 meters Scaled)
 DL0257
 DL0257                          SUPERSEDED SURVEY CONTROL
 DL0257
 DL0257  NGVD 29 (??/??/92)   72.796  (m)          238.83   (f) ADJ UNCH    1 2
 DL0257
 DL0257.Superseded values are not recommended for survey control.
 DL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0257.See file dsdata.txt to determine how the superseded data were derived.
 DL0257
 DL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT057057(NAD 83)
 DL0257_MARKER: DB = BENCH MARK DISK
 DL0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0257_STAMPING: D 204 1960
 DL0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0257
 DL0257  HISTORY     - Date     Condition        Report By
 DL0257  HISTORY     - 1960     MONUMENTED       CGS
 DL0257  HISTORY     - 1964     GOOD             NGS
 DL0257
 DL0257                          STATION DESCRIPTION
 DL0257
 DL0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0257'9.3 MI SW FROM CAMDEN.
 DL0257'ABOUT 0.8 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0257'STATION AT CAMDEN, THENCE 8.5 MILES SOUTHWEST ALONG THE ST. LOUIS
 DL0257'SOUTHWESTERN RAILWAY, IN THE NORTHWEST 1/4 OF SECTION 26, T 14 S, R 18
 DL0257'W, AT THE NORTHEAST END OF A CUT, 5 1/2 POLES NORTHEAST OF MILEPOST
 DL0257'348, 52 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 45 1/2 FEET
 DL0257'EAST-NORTHEAST OF A TELEPHONE CABLE MARKER POST, 9 1/2 FEET NORTHEAST
 DL0257'OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 11 1/2
 DL0257'FEET SOUTHEAST OF A FENCE, ABOUT 2 FEET ABOVE THE TRACKS, AND ON THE
 DL0257'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE GROUND.
 DL0257'NOTE-- THIS MARK IS ALSO 10.1 MILES NORTHEAST OF THE ST. LOUIS
 DL0257'SOUTHWESTERN RAILWAY STATION AT STEPHENS.
 DL0257
 DL0257                          STATION RECOVERY (1964)
 DL0257
 DL0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0663 ***********************************************************************
 DL0663  DESIGNATION -  D 205
 DL0663  PID         -  DL0663
 DL0663  STATE/COUNTY-  AR/COLUMBIA
 DL0663  USGS QUAD   -  EMERSON (1971)
 DL0663
 DL0663                         *CURRENT SURVEY CONTROL
 DL0663  ___________________________________________________________________
 DL0663* NAD 83(1986)-  33 04 05.     (N)    093 11 06.     (W)     SCALED    
 DL0663* NAVD 88     -        92.189  (meters)     302.46   (feet)  ADJUSTED  
 DL0663  ___________________________________________________________________
 DL0663  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0663  DYNAMIC HT  -          92.088 (meters)     302.13  (feet)  COMP
 DL0663  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 DL0663
 DL0663  VERT ORDER  -  SECOND    CLASS 0
 DL0663
 DL0663.The horizontal coordinates were scaled from a topographic map and have
 DL0663.an estimated accuracy of +/- 6 seconds.
 DL0663
 DL0663.The orthometric height was determined by differential leveling
 DL0663.and adjusted by the National Geodetic Survey in June 1991..
 DL0663
 DL0663.The geoid height was determined by GEOID03.
 DL0663
 DL0663.The dynamic height is computed by dividing the NAVD 88
 DL0663.geopotential number by the normal gravity value computed on the
 DL0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0663.degrees latitude (g = 980.6199 gals.).
 DL0663
 DL0663.The modeled gravity was interpolated from observed gravity values.
 DL0663
 DL0663;                    North         East    Units  Estimated Accuracy
 DL0663;SPC AR S     -   445,160.      289,340.      MT  (+/- 180 meters Scaled)
 DL0663
 DL0663                          SUPERSEDED SURVEY CONTROL
 DL0663
 DL0663  NGVD 29 (??/??/92)   92.248  (m)          302.65   (f) ADJ UNCH    2 0
 DL0663
 DL0663.Superseded values are not recommended for survey control.
 DL0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0663.See file dsdata.txt to determine how the superseded data were derived.
 DL0663
 DL0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS827588(NAD 83)
 DL0663_MARKER: DB = BENCH MARK DISK
 DL0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0663_STAMPING: D 205 1960
 DL0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0663+STABILITY: SURFACE MOTION
 DL0663
 DL0663  HISTORY     - Date     Condition        Report By
 DL0663  HISTORY     - 1960     MONUMENTED       CGS
 DL0663  HISTORY     - 1963     GOOD             NGS
 DL0663
 DL0663                          STATION DESCRIPTION
 DL0663
 DL0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0663'2.15 MI S FROM EMERSON.
 DL0663'ABOUT 2.15 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0663'FROM THE STATION AT EMERSON, IN SECTION 21, T 19 S, R 20 W, 40 1/2
 DL0663'FEET EAST OF MILEPOST 21, 49 1/2 FEET EAST OF THE EAST RAIL, 49 FEET
 DL0663'NORTH OF THE CENTER LINE OF A DIRT ROAD, 59 FEET NORTHEAST OF THE
 DL0663'CENTER OF A ROAD CROSSING, 12 FEET EAST OF THE CENTER LINE OF A TRACK
 DL0663'ROAD, 7 FEET NORTH OF A 8-INCH OAK TREE, 2 FEET WEST OF A FENCE, 2.0
 DL0663'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND
 DL0663'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0663
 DL0663                          STATION RECOVERY (1963)
 DL0663
 DL0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1533 ***********************************************************************
 FF1533  DESIGNATION -  D 206
 FF1533  PID         -  FF1533
 FF1533  STATE/COUNTY-  AR/WHITE
 FF1533  USGS QUAD   -  GARNER (1981)
 FF1533
 FF1533                         *CURRENT SURVEY CONTROL
 FF1533  ___________________________________________________________________
 FF1533* NAD 83(1986)-  35 14 49.     (N)    091 47 34.     (W)     SCALED    
 FF1533* NAVD 88     -        97.278  (meters)     319.15   (feet)  ADJUSTED  
 FF1533  ___________________________________________________________________
 FF1533  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1533  DYNAMIC HT  -          97.190 (meters)     318.86  (feet)  COMP
 FF1533  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FF1533
 FF1533  VERT ORDER  -  SECOND    CLASS 0
 FF1533
 FF1533.The horizontal coordinates were scaled from a topographic map and have
 FF1533.an estimated accuracy of +/- 6 seconds.
 FF1533
 FF1533.The orthometric height was determined by differential leveling
 FF1533.and adjusted by the National Geodetic Survey in June 1991..
 FF1533
 FF1533.The geoid height was determined by GEOID03.
 FF1533
 FF1533.The dynamic height is computed by dividing the NAVD 88
 FF1533.geopotential number by the normal gravity value computed on the
 FF1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1533.degrees latitude (g = 980.6199 gals.).
 FF1533
 FF1533.The modeled gravity was interpolated from observed gravity values.
 FF1533
 FF1533;                    North         East    Units  Estimated Accuracy
 FF1533;SPC AR N     -   101,380.      418,860.      MT  (+/- 180 meters Scaled)
 FF1533
 FF1533                          SUPERSEDED SURVEY CONTROL
 FF1533
 FF1533  NGVD 29 (??/??/??)   97.225  (m)          318.98   (f) ADJUSTED    2 0
 FF1533
 FF1533.Superseded values are not recommended for survey control.
 FF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1533.See file dsdata.txt to determine how the superseded data were derived.
 FF1533
 FF1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV098010(NAD 83)
 FF1533_MARKER: DB = BENCH MARK DISK
 FF1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1533_STAMPING: D 206 1962
 FF1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1533+STABILITY: SURFACE MOTION
 FF1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1533+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 FF1533
 FF1533  HISTORY     - Date     Condition        Report By
 FF1533  HISTORY     - 1962     MONUMENTED       CGS
 FF1533  HISTORY     - 1967     GOOD             CGS
 FF1533  HISTORY     - 1988     GOOD             USPSQD
 FF1533  HISTORY     - 20030630 GOOD             USACE
 FF1533
 FF1533                          STATION DESCRIPTION
 FF1533
 FF1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1533'3.4 MI W FROM SEARCY.
 FF1533'IT IS 0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE
 FF1533'IN SEARCY, THENCE 3.2 MILES WEST ALONG STATE HIGHWAY 36, 265 FEET
 FF1533'WEST OF THE CENTER OF SKYLINE DRIVE, 40 FEET SOUTH OF THE CENTER
 FF1533'OF THE HIGHWAY, 2 FEET WEST OF A FENCE CORNER, 2 FEET SOUTHWEST
 FF1533'OF A METAL WITNESS POST AND SET IN THE TOP OF AN 11 INCH SQUARE
 FF1533'CONCRETE POST.
 FF1533
 FF1533                          STATION RECOVERY (1988)
 FF1533
 FF1533'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1533'RECOVERED IN GOOD CONDITION.
 FF1533
 FF1533                          STATION RECOVERY (2003)
 FF1533
 FF1533'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0188 ***********************************************************************
 FG0188  DESIGNATION -  D 207
 FG0188  PID         -  FG0188
 FG0188  STATE/COUNTY-  AR/CLEBURNE
 FG0188  USGS QUAD   -  QUITMAN (1991)
 FG0188
 FG0188                         *CURRENT SURVEY CONTROL
 FG0188  ___________________________________________________________________
 FG0188* NAD 83(1986)-  35 23 27.     (N)    092 11 55.     (W)     SCALED    
 FG0188* NAVD 88     -       191.791  (meters)     629.23   (feet)  ADJUSTED  
 FG0188  ___________________________________________________________________
 FG0188  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FG0188  DYNAMIC HT  -         191.614 (meters)     628.65  (feet)  COMP
 FG0188  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 FG0188
 FG0188  VERT ORDER  -  SECOND    CLASS 0
 FG0188
 FG0188.The horizontal coordinates were scaled from a topographic map and have
 FG0188.an estimated accuracy of +/- 6 seconds.
 FG0188
 FG0188.The orthometric height was determined by differential leveling
 FG0188.and adjusted by the National Geodetic Survey in June 1991..
 FG0188
 FG0188.The geoid height was determined by GEOID03.
 FG0188
 FG0188.The dynamic height is computed by dividing the NAVD 88
 FG0188.geopotential number by the normal gravity value computed on the
 FG0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0188.degrees latitude (g = 980.6199 gals.).
 FG0188
 FG0188.The modeled gravity was interpolated from observed gravity values.
 FG0188
 FG0188;                    North         East    Units  Estimated Accuracy
 FG0188;SPC AR N     -   117,340.      381,960.      MT  (+/- 180 meters Scaled)
 FG0188
 FG0188                          SUPERSEDED SURVEY CONTROL
 FG0188
 FG0188  NGVD 29 (??/??/92)  191.747  (m)          629.09   (f) ADJ UNCH    2 0
 FG0188
 FG0188.Superseded values are not recommended for survey control.
 FG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0188.See file dsdata.txt to determine how the superseded data were derived.
 FG0188
 FG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV727166(NAD 83)
 FG0188_MARKER: DB = BENCH MARK DISK
 FG0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0188_SP_SET: BRIDGE
 FG0188_STAMPING: D 207 1962
 FG0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0188
 FG0188  HISTORY     - Date     Condition        Report By
 FG0188  HISTORY     - 1962     MONUMENTED       CGS
 FG0188
 FG0188                          STATION DESCRIPTION
 FG0188
 FG0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0188'1.1 MI NE FROM QUITMAN.
 FG0188'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FG0188'QUITMAN, 23 FEET NORTH OF THE RIGHT OF WAY FENCE, 16 FEET SOUTH OF THE
 FG0188'CENTERLINE OF THE HIGHWAY, 1.8 FEET SOUTHWEST OF THE NORTHEAST END OF
 FG0188'THE SOUTH HEADWALL OF A CONCRETE BRIDGE, SET IN A DRILL HOLE IN TOP OF
 FG0188'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0149 ***********************************************************************
 FG0149  DESIGNATION -  D 208
 FG0149  PID         -  FG0149
 FG0149  STATE/COUNTY-  AR/FAULKNER
 FG0149  USGS QUAD   -  ROSE BUD (1994)
 FG0149
 FG0149                         *CURRENT SURVEY CONTROL
 FG0149  ___________________________________________________________________
 FG0149* NAD 83(1986)-  35 17 28.     (N)    092 07 20.     (W)     SCALED    
 FG0149* NAVD 88     -       170.246  (meters)     558.55   (feet)  ADJUSTED  
 FG0149  ___________________________________________________________________
 FG0149  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG0149  DYNAMIC HT  -         170.086 (meters)     558.02  (feet)  COMP
 FG0149  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 FG0149
 FG0149  VERT ORDER  -  SECOND    CLASS 0
 FG0149
 FG0149.The horizontal coordinates were scaled from a topographic map and have
 FG0149.an estimated accuracy of +/- 6 seconds.
 FG0149
 FG0149.The orthometric height was determined by differential leveling
 FG0149.and adjusted by the National Geodetic Survey in June 1991..
 FG0149
 FG0149.The geoid height was determined by GEOID03.
 FG0149
 FG0149.The dynamic height is computed by dividing the NAVD 88
 FG0149.geopotential number by the normal gravity value computed on the
 FG0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0149.degrees latitude (g = 980.6199 gals.).
 FG0149
 FG0149.The modeled gravity was interpolated from observed gravity values.
 FG0149
 FG0149;                    North         East    Units  Estimated Accuracy
 FG0149;SPC AR N     -   106,260.      388,880.      MT  (+/- 180 meters Scaled)
 FG0149
 FG0149                          SUPERSEDED SURVEY CONTROL
 FG0149
 FG0149  NGVD 29 (??/??/92)  170.212  (m)          558.44   (f) ADJ UNCH    2 0
 FG0149
 FG0149.Superseded values are not recommended for survey control.
 FG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0149.See file dsdata.txt to determine how the superseded data were derived.
 FG0149
 FG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV798056(NAD 83)
 FG0149_MARKER: DB = BENCH MARK DISK
 FG0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0149_STAMPING: D 208 1962
 FG0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0149+STABILITY: SURFACE MOTION
 FG0149
 FG0149  HISTORY     - Date     Condition        Report By
 FG0149  HISTORY     - 1962     MONUMENTED       CGS
 FG0149
 FG0149                          STATION DESCRIPTION
 FG0149
 FG0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0149'4.95 MI S FROM ROSE BUD.
 FG0149'4.95 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT ROSE
 FG0149'BUD, 39.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ON THE CREST OF
 FG0149'A SMALL HILL, 1.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 FG0149'ABOVE THE LEVEL OF THE HIGHWAY, 0.9 FOOT EAST OF A FENCE, SET IN TOP
 FG0149'OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0224 ***********************************************************************
 FG0224  DESIGNATION -  D 209
 FG0224  PID         -  FG0224
 FG0224  STATE/COUNTY-  AR/FAULKNER
 FG0224  USGS QUAD   -  DAMASCUS (1994)
 FG0224
 FG0224                         *CURRENT SURVEY CONTROL
 FG0224  ___________________________________________________________________
 FG0224* NAD 83(1986)-  35 21 52.     (N)    092 24 40.     (W)     SCALED    
 FG0224* NAVD 88     -       205.089  (meters)     672.86   (feet)  ADJUSTED  
 FG0224  ___________________________________________________________________
 FG0224  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG0224  DYNAMIC HT  -         204.899 (meters)     672.24  (feet)  COMP
 FG0224  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FG0224
 FG0224  VERT ORDER  -  SECOND    CLASS 0
 FG0224
 FG0224.The horizontal coordinates were scaled from a topographic map and have
 FG0224.an estimated accuracy of +/- 6 seconds.
 FG0224
 FG0224.The orthometric height was determined by differential leveling
 FG0224.and adjusted by the National Geodetic Survey in June 1991..
 FG0224
 FG0224.The geoid height was determined by GEOID03.
 FG0224
 FG0224.The dynamic height is computed by dividing the NAVD 88
 FG0224.geopotential number by the normal gravity value computed on the
 FG0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0224.degrees latitude (g = 980.6199 gals.).
 FG0224
 FG0224.The modeled gravity was interpolated from observed gravity values.
 FG0224
 FG0224;                    North         East    Units  Estimated Accuracy
 FG0224;SPC AR N     -   114,470.      362,640.      MT  (+/- 180 meters Scaled)
 FG0224
 FG0224                          SUPERSEDED SURVEY CONTROL
 FG0224
 FG0224  NGVD 29 (??/??/92)  205.070  (m)          672.80   (f) ADJ UNCH    2 0
 FG0224
 FG0224.Superseded values are not recommended for survey control.
 FG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0224.See file dsdata.txt to determine how the superseded data were derived.
 FG0224
 FG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV534136(NAD 83)
 FG0224_MARKER: DB = BENCH MARK DISK
 FG0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0224_SP_SET: CULVERT
 FG0224_STAMPING: D 209 1962
 FG0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0224
 FG0224  HISTORY     - Date     Condition        Report By
 FG0224  HISTORY     - 1962     MONUMENTED       CGS
 FG0224
 FG0224                          STATION DESCRIPTION
 FG0224
 FG0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0224'0.2 MI S FROM DAMASCUS.
 FG0224'0.2 MILE SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN DAMASCUS,
 FG0224'74.7 FEET SOUTHWEST OF THE SOUTH JUNCTION OF U.S. HIGHWAY 65 AND STATE
 FG0224'HIGHWAY 124, 35.5 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 65, 5
 FG0224'FEET SOUTHEAST OF A FENCE, 6 INCHES NORTH OF THE SOUTH- WEST END OF A
 FG0224'CULVERT, ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY, CEMENTED IN A
 FG0224'DRILL HOLE IN THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0011 ***********************************************************************
 EK0011  DESIGNATION -  D 21
 EK0011  PID         -  EK0011
 EK0011  STATE/COUNTY-  AR/SCOTT
 EK0011  USGS QUAD   -  ACORN (1975)
 EK0011
 EK0011                         *CURRENT SURVEY CONTROL
 EK0011  ___________________________________________________________________
 EK0011* NAD 83(1986)-  34 43 26.     (N)    094 08 04.     (W)     SCALED    
 EK0011* NAVD 88     -       255.463  (meters)     838.13   (feet)  ADJUSTED  
 EK0011  ___________________________________________________________________
 EK0011  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 EK0011  DYNAMIC HT  -         255.192 (meters)     837.24  (feet)  COMP
 EK0011  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 EK0011
 EK0011  VERT ORDER  -  FIRST     CLASS II
 EK0011
 EK0011.The horizontal coordinates were scaled from a topographic map and have
 EK0011.an estimated accuracy of +/- 6 seconds.
 EK0011
 EK0011.The orthometric height was determined by differential leveling
 EK0011.and adjusted by the National Geodetic Survey in June 1991..
 EK0011
 EK0011.The geoid height was determined by GEOID03.
 EK0011
 EK0011.The dynamic height is computed by dividing the NAVD 88
 EK0011.geopotential number by the normal gravity value computed on the
 EK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0011.degrees latitude (g = 980.6199 gals.).
 EK0011
 EK0011.The modeled gravity was interpolated from observed gravity values.
 EK0011
 EK0011;                    North         East    Units  Estimated Accuracy
 EK0011;SPC AR N     -    45,450.      204,500.      MT  (+/- 180 meters Scaled)
 EK0011
 EK0011                          SUPERSEDED SURVEY CONTROL
 EK0011
 EK0011  NGVD 29 (??/??/92)  255.359  (m)          837.79   (f) ADJ UNCH    1 2
 EK0011
 EK0011.Superseded values are not recommended for survey control.
 EK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0011.See file dsdata.txt to determine how the superseded data were derived.
 EK0011
 EK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU961430(NAD 83)
 EK0011_MARKER: DB = BENCH MARK DISK
 EK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0011+STABILITY: SURFACE MOTION
 EK0011
 EK0011  HISTORY     - Date     Condition        Report By
 EK0011  HISTORY     - UNK      MONUMENTED       CGS
 EK0011  HISTORY     - 1932     GOOD             NGS
 EK0011
 EK0011                          STATION DESCRIPTION
 EK0011
 EK0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0011'8.5 MI S FROM BOLES.
 EK0011'8.5 MILES SOUTH BY HIGHWAY LOCATED 4.1 MILES SOUTH OF THE JUNCTION
 EK0011'OF U.S. HIGHWAYS 71 AND 270, A CONCRETE POST 33 FEET SOUTH OF THE
 EK0011'CENTER LINE OF HIGHWAY 71, ABOUT 430 FEET EAST OF THE SOUTHEAST
 EK0011'CORNER OF A FRAME HOUSE WHICH IS ON THE NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0346 ***********************************************************************
 FG0346  DESIGNATION -  D 210
 FG0346  PID         -  FG0346
 FG0346  STATE/COUNTY-  AR/CONWAY
 FG0346  USGS QUAD   -  SOLGOHACHIA (1990)
 FG0346
 FG0346                         *CURRENT SURVEY CONTROL
 FG0346  ___________________________________________________________________
 FG0346* NAD 83(1986)-  35 18 44.     (N)    092 43 52.     (W)     SCALED    
 FG0346* NAVD 88     -       186.343  (meters)     611.36   (feet)  ADJUSTED  
 FG0346  ___________________________________________________________________
 FG0346  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FG0346  DYNAMIC HT  -         186.167 (meters)     610.78  (feet)  COMP
 FG0346  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 FG0346
 FG0346  VERT ORDER  -  SECOND    CLASS 0
 FG0346
 FG0346.The horizontal coordinates were scaled from a topographic map and have
 FG0346.an estimated accuracy of +/- 6 seconds.
 FG0346
 FG0346.The orthometric height was determined by differential leveling
 FG0346.and adjusted by the National Geodetic Survey in June 1991..
 FG0346
 FG0346.The geoid height was determined by GEOID03.
 FG0346
 FG0346.The dynamic height is computed by dividing the NAVD 88
 FG0346.geopotential number by the normal gravity value computed on the
 FG0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0346.degrees latitude (g = 980.6199 gals.).
 FG0346
 FG0346.The modeled gravity was interpolated from observed gravity values.
 FG0346
 FG0346;                    North         East    Units  Estimated Accuracy
 FG0346;SPC AR N     -   108,850.      333,520.      MT  (+/- 180 meters Scaled)
 FG0346
 FG0346                          SUPERSEDED SURVEY CONTROL
 FG0346
 FG0346  NGVD 29 (??/??/92)  186.34   (m)          611.4    (f) COMPUTED    2 0
 FG0346
 FG0346.Superseded values are not recommended for survey control.
 FG0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0346.See file dsdata.txt to determine how the superseded data were derived.
 FG0346
 FG0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV244077(NAD 83)
 FG0346_MARKER: DB = BENCH MARK DISK
 FG0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0346_STAMPING: D 210 1962
 FG0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0346+STABILITY: SURFACE MOTION
 FG0346
 FG0346  HISTORY     - Date     Condition        Report By
 FG0346  HISTORY     - 1962     MONUMENTED       CGS
 FG0346
 FG0346                          STATION DESCRIPTION
 FG0346
 FG0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0346'11.6 MI N FROM MORRILTON.
 FG0346'11.6 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE RAILROAD STATION AT
 FG0346'MORRILTON, ABOUT 0.9 MILE NORTH OF THE SMALL COMMUNITY OF SAINT
 FG0346'VINCENT, 160 FEET NORTH OF THE CENTER OF THE HIGHWAY AND AN ASPHALT
 FG0346'ROAD LEADING EAST, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.2
 FG0346'FEET SOUTH OF A METAL WITNESS POST, 1.0 FOOT EAST OF A FENCE LINE,
 FG0346'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE
 FG0346'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1930 ***********************************************************************
 FE1930  DESIGNATION -  D 213
 FE1930  PID         -  FE1930
 FE1930  STATE/COUNTY-  AR/MISSISSIPPI
 FE1930  USGS QUAD   -  ROSA (1983)
 FE1930
 FE1930                         *CURRENT SURVEY CONTROL
 FE1930  ___________________________________________________________________
 FE1930* NAD 83(1986)-  35 50 56.     (N)    089 49 18.     (W)     SCALED    
 FE1930* NAVD 88     -        83.169  (meters)     272.86   (feet)  ADJUSTED  
 FE1930  ___________________________________________________________________
 FE1930  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE1930  DYNAMIC HT  -          83.099 (meters)     272.63  (feet)  COMP
 FE1930  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 FE1930
 FE1930  VERT ORDER  -  FIRST     CLASS I
 FE1930
 FE1930.The horizontal coordinates were scaled from a topographic map and have
 FE1930.an estimated accuracy of +/- 6 seconds.
 FE1930
 FE1930.The orthometric height was determined by differential leveling
 FE1930.and adjusted by the National Geodetic Survey in June 1991..
 FE1930
 FE1930.The geoid height was determined by GEOID03.
 FE1930
 FE1930.The dynamic height is computed by dividing the NAVD 88
 FE1930.geopotential number by the normal gravity value computed on the
 FE1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1930.degrees latitude (g = 980.6199 gals.).
 FE1930
 FE1930.The modeled gravity was interpolated from observed gravity values.
 FE1930
 FE1930;                    North         East    Units  Estimated Accuracy
 FE1930;SPC AR N     -   170,320.      596,750.      MT  (+/- 180 meters Scaled)
 FE1930
 FE1930                          SUPERSEDED SURVEY CONTROL
 FE1930
 FE1930  NGVD 29 (??/??/??)   83.104  (m)          272.65   (f) ADJUSTED    1 1
 FE1930
 FE1930.Superseded values are not recommended for survey control.
 FE1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1930.See file dsdata.txt to determine how the superseded data were derived.
 FE1930
 FE1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE451708(NAD 83)
 FE1930_MARKER: DB = BENCH MARK DISK
 FE1930_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1930_SP_SET: 104 FEET
 FE1930_STAMPING: D 213 1976
 FE1930_MARK LOGO: NGS   
 FE1930_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1930+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2000
 FE1930
 FE1930  HISTORY     - Date     Condition        Report By
 FE1930  HISTORY     - 1976     MONUMENTED       NGS
 FE1930  HISTORY     - 20000925 GOOD             USE
 FE1930
 FE1930                          STATION DESCRIPTION
 FE1930
 FE1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1930'5.1 MI SW FROM BARFIELD.
 FE1930'5.1 MILES SOUTHWEST ALONG THE LEVEE FROM THE JUNCTION OF STATE HIGH-
 FE1930'WAY 18, 12 FEET WEST OF THE CENTER OF THE LEVEE, AND 5.3 FEET EAST
 FE1930'OF MILEPOST 62/63. A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FE1930'SET TO A DEPTH OF 104 FEET, 1 FOOT BELOW THE LEVEE, AND 1 FOOT
 FE1930'EAST OF A WITNESS POST.
 FE1930
 FE1930                          STATION RECOVERY (2000)
 FE1930
 FE1930'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1944 ***********************************************************************
 FE1944  DESIGNATION -  D 214
 FE1944  PID         -  FE1944
 FE1944  STATE/COUNTY-  AR/MISSISSIPPI
 FE1944  USGS QUAD   -  LUXORA (1972)
 FE1944
 FE1944                         *CURRENT SURVEY CONTROL
 FE1944  ___________________________________________________________________
 FE1944* NAD 83(1986)-  35 46 26.     (N)    089 52 59.     (W)     SCALED    
 FE1944* NAVD 88     -        82.198  (meters)     269.68   (feet)  ADJUSTED  
 FE1944  ___________________________________________________________________
 FE1944  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE1944  DYNAMIC HT  -          82.129 (meters)     269.45  (feet)  COMP
 FE1944  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 FE1944
 FE1944  VERT ORDER  -  FIRST     CLASS I
 FE1944
 FE1944.The horizontal coordinates were scaled from a topographic map and have
 FE1944.an estimated accuracy of +/- 6 seconds.
 FE1944
 FE1944.The orthometric height was determined by differential leveling
 FE1944.and adjusted by the National Geodetic Survey in June 1991..
 FE1944
 FE1944.The geoid height was determined by GEOID03.
 FE1944
 FE1944.The dynamic height is computed by dividing the NAVD 88
 FE1944.geopotential number by the normal gravity value computed on the
 FE1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1944.degrees latitude (g = 980.6199 gals.).
 FE1944
 FE1944.The modeled gravity was interpolated from observed gravity values.
 FE1944
 FE1944;                    North         East    Units  Estimated Accuracy
 FE1944;SPC AR N     -   161,880.      591,390.      MT  (+/- 180 meters Scaled)
 FE1944
 FE1944                          SUPERSEDED SURVEY CONTROL
 FE1944
 FE1944  NGVD 29 (??/??/??)   82.141  (m)          269.49   (f) ADJUSTED    1 1
 FE1944
 FE1944.Superseded values are not recommended for survey control.
 FE1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1944.See file dsdata.txt to determine how the superseded data were derived.
 FE1944
 FE1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE393627(NAD 83)
 FE1944_MARKER: DB = BENCH MARK DISK
 FE1944_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1944_SP_SET: 4 FEET
 FE1944_STAMPING: D 214 1976
 FE1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1944+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 FE1944
 FE1944  HISTORY     - Date     Condition        Report By
 FE1944  HISTORY     - 1976     MONUMENTED       NGS
 FE1944  HISTORY     - 20020727 GOOD             USACE
 FE1944
 FE1944                          STATION DESCRIPTION
 FE1944
 FE1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1944'3.0 MI NE FROM LUXORA.
 FE1944'3.0 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF MAIN
 FE1944'STREET AT LUXORA, 20 FEET NORTH OF THE CENTER OF THE LEVEE, AND
 FE1944'1.8 FEET SOUTH OF MILEPOST 71/72. A DISK ON THE TOP OF A COPPER
 FE1944'COATED STEEL ROD SET TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 FE1944'PROJECTING 1 INCH, 2 FEET BELOW THE LEVEE, AND 1 FOOT EAST OF A
 FE1944'WITNESS POST.
 FE1944
 FE1944                          STATION RECOVERY (2002)
 FE1944
 FE1944'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1944'THE STATION IS 5 FT S.E. OF LMP 71 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1945 ***********************************************************************
 FE1945  DESIGNATION -  D 215
 FE1945  PID         -  FE1945
 FE1945  STATE/COUNTY-  AR/MISSISSIPPI
 FE1945  USGS QUAD   -  LUXORA (1972)
 FE1945
 FE1945                         *CURRENT SURVEY CONTROL
 FE1945  ___________________________________________________________________
 FE1945* NAD 83(1986)-  35 45 58.     (N)    089 53 53.     (W)     SCALED    
 FE1945* NAVD 88     -        81.880  (meters)     268.63   (feet)  ADJUSTED  
 FE1945  ___________________________________________________________________
 FE1945  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE1945  DYNAMIC HT  -          81.811 (meters)     268.41  (feet)  COMP
 FE1945  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 FE1945
 FE1945  VERT ORDER  -  FIRST     CLASS I
 FE1945
 FE1945.The horizontal coordinates were scaled from a topographic map and have
 FE1945.an estimated accuracy of +/- 6 seconds.
 FE1945
 FE1945.The orthometric height was determined by differential leveling
 FE1945.and adjusted by the National Geodetic Survey in June 1991..
 FE1945
 FE1945.The geoid height was determined by GEOID03.
 FE1945
 FE1945.The dynamic height is computed by dividing the NAVD 88
 FE1945.geopotential number by the normal gravity value computed on the
 FE1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1945.degrees latitude (g = 980.6199 gals.).
 FE1945
 FE1945.The modeled gravity was interpolated from observed gravity values.
 FE1945
 FE1945;                    North         East    Units  Estimated Accuracy
 FE1945;SPC AR N     -   160,980.      590,050.      MT  (+/- 180 meters Scaled)
 FE1945
 FE1945                          SUPERSEDED SURVEY CONTROL
 FE1945
 FE1945  NGVD 29 (??/??/??)   81.824  (m)          268.45   (f) ADJUSTED    1 1
 FE1945
 FE1945.Superseded values are not recommended for survey control.
 FE1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1945.See file dsdata.txt to determine how the superseded data were derived.
 FE1945
 FE1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE380618(NAD 83)
 FE1945_MARKER: DB = BENCH MARK DISK
 FE1945_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1945_SP_SET: 104 FEET
 FE1945_STAMPING: D 215 1976
 FE1945_MARK LOGO: NGS   
 FE1945_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1945+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2000
 FE1945
 FE1945  HISTORY     - Date     Condition        Report By
 FE1945  HISTORY     - 1976     MONUMENTED       NGS
 FE1945  HISTORY     - 20000925 GOOD             USE
 FE1945
 FE1945                          STATION DESCRIPTION
 FE1945
 FE1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1945'2.0 MI NE FROM LUXORA.
 FE1945'2.0 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF MAIN
 FE1945'STREET AT LUXORA, 22.5 FEET NORTH OF THE CENTER OF THE LEVEE,
 FE1945'AND 2.4 FEET SOUTHWEST OF MILEPOST 72/73. A DISK ON THE TOP OF A
 FE1945'COPPER COATED STEEL ROD SET TO A DEPTH OF 104 FEET, 1 FOOT BELOW
 FE1945'THE LEVEE, AND 1 FOOT EAST OF A WITNESS POST.
 FE1945
 FE1945                          STATION RECOVERY (2000)
 FE1945
 FE1945'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0990 ***********************************************************************
 EH0990  DESIGNATION -  D 216
 EH0990  PID         -  EH0990
 EH0990  STATE/COUNTY-  AR/PHILLIPS
 EH0990  USGS QUAD   -  LA GRANGE (1982)
 EH0990
 EH0990                         *CURRENT SURVEY CONTROL
 EH0990  ___________________________________________________________________
 EH0990* NAD 83(1986)-  34 39 04.     (N)    090 37 59.     (W)     SCALED    
 EH0990* NAVD 88     -        58.814  (meters)     192.96   (feet)  ADJUSTED  
 EH0990  ___________________________________________________________________
 EH0990  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0990  DYNAMIC HT  -          58.758 (meters)     192.78  (feet)  COMP
 EH0990  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 EH0990
 EH0990  VERT ORDER  -  FIRST     CLASS II
 EH0990
 EH0990.The horizontal coordinates were scaled from a topographic map and have
 EH0990.an estimated accuracy of +/- 6 seconds.
 EH0990
 EH0990.The orthometric height was determined by differential leveling
 EH0990.and adjusted by the National Geodetic Survey in June 1991..
 EH0990
 EH0990.The geoid height was determined by GEOID03.
 EH0990
 EH0990.The dynamic height is computed by dividing the NAVD 88
 EH0990.geopotential number by the normal gravity value computed on the
 EH0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0990.degrees latitude (g = 980.6199 gals.).
 EH0990
 EH0990.The modeled gravity was interpolated from observed gravity values.
 EH0990
 EH0990;                    North         East    Units  Estimated Accuracy
 EH0990;SPC AR S     -   620,940.      525,310.      MT  (+/- 180 meters Scaled)
 EH0990
 EH0990                          SUPERSEDED SURVEY CONTROL
 EH0990
 EH0990  NGVD 29 (??/??/??)   58.846  (m)          193.06   (f) ADJUSTED    1 2
 EH0990
 EH0990.Superseded values are not recommended for survey control.
 EH0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0990.See file dsdata.txt to determine how the superseded data were derived.
 EH0990
 EH0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU169369(NAD 83)
 EH0990_MARKER: DB = BENCH MARK DISK
 EH0990_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0990_SP_SET: 48 FT.
 EH0990_STAMPING: D 216 1976
 EH0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0990
 EH0990  HISTORY     - Date     Condition        Report By
 EH0990  HISTORY     - 1976     MONUMENTED       NGS
 EH0990
 EH0990                          STATION DESCRIPTION
 EH0990
 EH0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0990'11.6 MI S FROM WHITEHALL.
 EH0990'11.6 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0990'WHITEHALL, ALSO 0.1 MILE NORTHWEST OF THE FISHING COMMUNITY OF STUMPY
 EH0990'POINT, 13 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, AND 2 FEET
 EH0990'SOUTH OF A POWER POLE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO
 EH0990'A DEPTH OF 48 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  30 FEET
 EH0990'BELOW LEVEE 2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1096 ***********************************************************************
 FF1096  DESIGNATION -  D 217
 FF1096  PID         -  FF1096
 FF1096  STATE/COUNTY-  AR/CRITTENDEN
 FF1096  USGS QUAD   -  JERICHO (1993)
 FF1096
 FF1096                         *CURRENT SURVEY CONTROL
 FF1096  ___________________________________________________________________
 FF1096* NAD 83(1997)-  35 16 15.34985(N)    090 10 08.98329(W)     ADJUSTED  
 FF1096* NAVD 88     -        68.123  (meters)     223.50   (feet)  ADJUSTED  
 FF1096  ___________________________________________________________________
 FF1096  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FF1096  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1096  DYNAMIC HT  -          68.062 (meters)     223.30  (feet)  COMP
 FF1096  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FF1096
 FF1096  HORZ ORDER  -  SECOND
 FF1096  VERT ORDER  -  FIRST     CLASS I
 FF1096
 FF1096.The horizontal coordinates were established by classical geodetic methods
 FF1096.and adjusted by the National Geodetic Survey in September 1999..
 FF1096
 FF1096.The orthometric height was determined by differential leveling
 FF1096.and adjusted by the National Geodetic Survey in June 1991..
 FF1096
 FF1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1096
 FF1096.The geoid height was determined by GEOID03.
 FF1096
 FF1096.The dynamic height is computed by dividing the NAVD 88
 FF1096.geopotential number by the normal gravity value computed on the
 FF1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1096.degrees latitude (g = 980.6199 gals.).
 FF1096
 FF1096.The modeled gravity was interpolated from observed gravity values.
 FF1096
 FF1096;                    North         East     Units Scale Factor Converg.
 FF1096;SPC AR N     -   105,566.873   566,563.290   MT  0.99995080   +1 03 55.3
 FF1096;SPC AR N     -   346,347.32  1,858,799.73   sFT  0.99995080   +1 03 55.3
 FF1096;SPC TN       -   112,105.274   220,779.674   MT  0.99999637   -2 26 26.9
 FF1096;SPC TN       -   367,798.72    724,341.31   sFT  0.99999637   -2 26 26.9
 FF1096;UTM  15      - 3,906,763.892   757,499.495   MT  1.00041723   +1 38 08.0
 FF1096
 FF1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1096!SPC AR N     -   0.99999360  x   0.99995080  =   0.99994440
 FF1096!SPC TN       -   0.99999360  x   0.99999637  =   0.99998997
 FF1096!UTM  15      -   0.99999360  x   1.00041723  =   1.00041082
 FF1096
 FF1096                          SUPERSEDED SURVEY CONTROL
 FF1096
 FF1096  NAD 83(1997)-  35 16 15.35011(N)    090 10 08.98321(W) AD(       ) 2
 FF1096  NAD 83(1997)-  35 16 15.35649(N)    090 10 08.98427(W) AD(       ) 2
 FF1096  NAD 83(1986)-  35 16 15.36058(N)    090 10 08.98414(W) AD(       ) 2
 FF1096  NAD 27      -  35 16 15.04347(N)    090 10 08.64649(W) AD(       ) 2
 FF1096  NGVD 29 (??/??/??)   68.107  (m)          223.45   (f) ADJUSTED    1 1
 FF1096
 FF1096.Superseded values are not recommended for survey control.
 FF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1096.See file dsdata.txt to determine how the superseded data were derived.
 FF1096
 FF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5749906764(NAD 83)
 FF1096_MARKER: DB = BENCH MARK DISK
 FF1096_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1096+WITH SETTING: INTO GROUND
 FF1096_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 FF1096_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1096+STABILITY: SURFACE MOTION
 FF1096
 FF1096  HISTORY     - Date     Condition        Report By
 FF1096  HISTORY     - 1976     MONUMENTED       NGS
 FF1096  HISTORY     - 1979     GOOD             NGS
 FF1096
 FF1096                          STATION DESCRIPTION
 FF1096
 FF1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1096'12.4 MI NORTH FROM WEST MEMPHIS.
 FF1096'12.4 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1096'HIGHWAY 55 AT WEST MEMPHIS, 142 FEET WEST OF THE CENTER OF LEVEE,
 FF1096'118 FEET WEST OF MILEPOST 138/139, AND 3 FEET SOUTHWEST OF A FENCE
 FF1096'CORNER.  A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH
 FF1096'OF 24 FEET.  ABOUT LEVEL WITH THE GROUND.  1 FEET SOUTH OF A WITNESS
 FF1096'POST.
 FF1096
 FF1096                          STATION RECOVERY (1979)
 FF1096
 FF1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1096'THE STATION IS LOCATED ABOUT 13.4 KILOMETERS NORTH OF WEST
 FF1096'MEMPHIS, 7.2 KILOMETERS NORTHEAST OF MARION AND ATOP THE WEST
 FF1096'LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM
 FF1096'CHIEF ENGINEER, MR. B.B. FAIR, ST. FRANCIS LEVEE DISTRICT,
 FF1096'P.O. BOX 308, WEST MEMPHIS, AR. 72301. TELEPHONE 501-735-1062.
 FF1096'
 FF1096'TO REACH THE STATION FROM THE JAMES MILLS EXIT (NO. 14) ON
 FF1096'INTERSTATE HIGHWAY 55, ABOUT 6.4 KILOMETERS (4 MI.) NORTH OF
 FF1096'MARION, GO EAST FOR 1.0 KILOMETER (0.6 MI.) TO THE JUNCTION WITH
 FF1096'STATE HIGHWAY 77.  TURN RIGHT AND GO SOUTHERLY ON STATE HIGHWAY
 FF1096'77 FOR 1.8 KILOMETERS (1.1 MI.) TO A SIDE ROAD LEFT.  TURN LEFT
 FF1096'AND GO EAST ON COUNTY ROAD 2 FOR 4.2 KILOMETERS (2.6 MI.) TO A
 FF1096'GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.8 KILOMETERS
 FF1096'(1.15 MI.) TO A LOCKED GATE ON THE RIGHT.  TURN RIGHT, PASS
 FF1096'THROUGH THE GATE AND GO NORTHEASR FOR 0.3 KILOMETERS (0.2 MI.) TO
 FF1096'THE TOP OF A LEVEE.  TURN LEFT AND GO NORTHERLY ATOP THE LEVEE
 FF1096'FOR 0.55 KILOMETER (0.3 MI.) TO MILEPOST 138/139 ON THE LEFT AND
 FF1096'THE STATION 43 METERS TO THE LEFT.
 FF1096'
 FF1096'THE STATION IS THE TOP OF A DEEP SUNK METAL ROD ENCASED IN A
 FF1096'4-INCH PVC PIPE SURROUNDED BY CONCRETE THAT IS FLUSH WITH THE
 FF1096'GROUND.
 FF1096'IT IS LOCATED
 FF1096'43 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 FF1096'36.0 METERS WEST FROM MILEPOST 138/139,
 FF1096'0.9 METER SOUTHWEST FROM A FENCE CORNER AND
 FF1096'0.35 METER SOUTH FROM A METAL WITNESS POST.
 FF1096'
 FF1096'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1066 ***********************************************************************
 FF1066  DESIGNATION -  D 218
 FF1066  PID         -  FF1066
 FF1066  STATE/COUNTY-  AR/CRITTENDEN
 FF1066  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1066
 FF1066                         *CURRENT SURVEY CONTROL
 FF1066  ___________________________________________________________________
 FF1066* NAD 83(1986)-  35 10 52.     (N)    090 07 26.     (W)     SCALED    
 FF1066* NAVD 88     -        66.608  (meters)     218.53   (feet)  ADJUSTED  
 FF1066  ___________________________________________________________________
 FF1066  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1066  DYNAMIC HT  -          66.548 (meters)     218.33  (feet)  COMP
 FF1066  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 FF1066
 FF1066  VERT ORDER  -  FIRST     CLASS I
 FF1066
 FF1066.The horizontal coordinates were scaled from a topographic map and have
 FF1066.an estimated accuracy of +/- 6 seconds.
 FF1066
 FF1066.The orthometric height was determined by differential leveling
 FF1066.and adjusted by the National Geodetic Survey in June 1991..
 FF1066
 FF1066.The geoid height was determined by GEOID03.
 FF1066
 FF1066.The dynamic height is computed by dividing the NAVD 88
 FF1066.geopotential number by the normal gravity value computed on the
 FF1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1066.degrees latitude (g = 980.6199 gals.).
 FF1066
 FF1066.The modeled gravity was interpolated from observed gravity values.
 FF1066
 FF1066;                    North         East    Units  Estimated Accuracy
 FF1066;SPC AR N     -    95,680.      570,870.      MT  (+/- 180 meters Scaled)
 FF1066
 FF1066                          SUPERSEDED SURVEY CONTROL
 FF1066
 FF1066  NGVD 29 (??/??/??)   66.592  (m)          218.48   (f) ADJUSTED    1 1
 FF1066
 FF1066.Superseded values are not recommended for survey control.
 FF1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1066.See file dsdata.txt to determine how the superseded data were derived.
 FF1066
 FF1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU619969(NAD 83)
 FF1066_MARKER: DB = BENCH MARK DISK
 FF1066_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1066+WITH SETTING: INTO GROUND
 FF1066_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 FF1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1066+STABILITY: SURFACE MOTION
 FF1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1066+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF1066
 FF1066  HISTORY     - Date     Condition        Report By
 FF1066  HISTORY     - 1976     MONUMENTED       NGS
 FF1066  HISTORY     - 20030127 GOOD             USACE
 FF1066
 FF1066                          STATION DESCRIPTION
 FF1066
 FF1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1066'2.7 MI NORTH FROM WEST MEMPHIS.
 FF1066'2.7 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1066'HIGHWAY 55 AT WEST MEMPHIS, 129 FEET WEST OF MILEPOST 148/149,
 FF1066'148 FEET WEST OF THE CENTER OF THE LEVEE, 42 FEET EAST OF A 1 FOOT
 FF1066'PECAN TREE, AND SET AT THE TOE OF THE LEVEE.
 FF1066'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 24
 FF1066'FEET.  ABOUT LEVEL WITH THE GROUND.  2 FEET SOUTH OF A WITNESS POST.
 FF1066
 FF1066                          STATION RECOVERY (2003)
 FF1066
 FF1066'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1066'ORIGINAL DESCRIPTION STATES DISK, BUT THIS MONUMENT IS ROD ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0200 ***********************************************************************
 EH0200  DESIGNATION -  D 219
 EH0200  PID         -  EH0200
 EH0200  STATE/COUNTY-  AR/CRITTENDEN
 EH0200  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0200
 EH0200                         *CURRENT SURVEY CONTROL
 EH0200  ___________________________________________________________________
 EH0200* NAD 83(1986)-  34 54 30.     (N)    090 17 04.     (W)     SCALED    
 EH0200* NAVD 88     -        64.958  (meters)     213.12   (feet)  ADJUSTED  
 EH0200  ___________________________________________________________________
 EH0200  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH0200  DYNAMIC HT  -          64.897 (meters)     212.92  (feet)  COMP
 EH0200  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 EH0200
 EH0200  VERT ORDER  -  FIRST     CLASS II
 EH0200
 EH0200.The horizontal coordinates were scaled from a topographic map and have
 EH0200.an estimated accuracy of +/- 6 seconds.
 EH0200
 EH0200.The orthometric height was determined by differential leveling
 EH0200.and adjusted by the National Geodetic Survey in June 1991..
 EH0200
 EH0200.The geoid height was determined by GEOID03.
 EH0200
 EH0200.The dynamic height is computed by dividing the NAVD 88
 EH0200.geopotential number by the normal gravity value computed on the
 EH0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0200.degrees latitude (g = 980.6199 gals.).
 EH0200
 EH0200.The modeled gravity was interpolated from observed gravity values.
 EH0200
 EH0200;                    North         East    Units  Estimated Accuracy
 EH0200;SPC AR N     -    65,160.      556,780.      MT  (+/- 180 meters Scaled)
 EH0200
 EH0200                          SUPERSEDED SURVEY CONTROL
 EH0200
 EH0200  NGVD 29 (??/??/??)   64.973  (m)          213.17   (f) ADJUSTED    1 2
 EH0200
 EH0200.Superseded values are not recommended for survey control.
 EH0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0200.See file dsdata.txt to determine how the superseded data were derived.
 EH0200
 EH0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU481662(NAD 83)
 EH0200_MARKER: DB = BENCH MARK DISK
 EH0200_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0200_SP_SET: 29 FEET
 EH0200_MARK LOGO: NGS   
 EH0200_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0200+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 EH0200
 EH0200  HISTORY     - Date     Condition        Report By
 EH0200  HISTORY     - 1976     MONUMENTED       NGS
 EH0200  HISTORY     - 1976     GOOD             NGS
 EH0200  HISTORY     - 20001010 GOOD             USE
 EH0200
 EH0200                          STATION DESCRIPTION
 EH0200
 EH0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0200'27.5 MI NE FROM WHITEHALL.
 EH0200'27.5 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0200'AT WHITEHALL, 0.3 MILE NORTH OF MILE POST 178/179, 81 FEET NORTHWEST
 EH0200'OF THE CENTER OF A CATTLE GUARD ON THE LEVEE, 49 FEET SOUTHWEST OF A
 EH0200'GRAVEL ROAD LEADING FROM THE LEVEE TO A GROUP OF SMALL HOUSES. NOTE--
 EH0200'THIS MARK IS ALSO 27.4 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING
 EH0200'OF INTERSTATE HIGHWAY 55 AT WEST MEMPHIS.  A DISK ON TOP OF A
 EH0200'COPPER-COATED STEEL ROD TO A DEPTH OF 29 FEET.  ENCASED IN A PIPE
 EH0200'PROJECING +0 INCHES.  40 FEET BELOW LEVEE 2 FEET NORTHEAST OF A
 EH0200'WITNESS POST.
 EH0200
 EH0200                          STATION RECOVERY (2000)
 EH0200
 EH0200'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0200'RECOVERED IN GOOD CONDITION.  NOTE- DESCRIPTION STATES DISK ON ROD.
 EH0200'MARK IS ROD ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0132 ***********************************************************************
 EK0132  DESIGNATION -  D 22
 EK0132  PID         -  EK0132
 EK0132  STATE/COUNTY-  AR/SEVIER
 EK0132  USGS QUAD   -  DE QUEEN (1966)
 EK0132
 EK0132                         *CURRENT SURVEY CONTROL
 EK0132  ___________________________________________________________________
 EK0132* NAD 83(1986)-  34 02 15.     (N)    094 20 12.     (W)     SCALED    
 EK0132* NAVD 88     -       117.698  (meters)     386.15   (feet)  ADJUSTED  
 EK0132  ___________________________________________________________________
 EK0132  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EK0132  DYNAMIC HT  -         117.578 (meters)     385.75  (feet)  COMP
 EK0132  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 EK0132
 EK0132  VERT ORDER  -  FIRST     CLASS II
 EK0132
 EK0132.The horizontal coordinates were scaled from a topographic map and have
 EK0132.an estimated accuracy of +/- 6 seconds.
 EK0132
 EK0132.The orthometric height was determined by differential leveling
 EK0132.and adjusted by the National Geodetic Survey in June 1991..
 EK0132
 EK0132.The geoid height was determined by GEOID03.
 EK0132
 EK0132.The dynamic height is computed by dividing the NAVD 88
 EK0132.geopotential number by the normal gravity value computed on the
 EK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0132.degrees latitude (g = 980.6199 gals.).
 EK0132
 EK0132.The modeled gravity was interpolated from observed gravity values.
 EK0132
 EK0132;                    North         East    Units  Estimated Accuracy
 EK0132;SPC AR S     -   554,500.      184,260.      MT  (+/- 180 meters Scaled)
 EK0132
 EK0132                          SUPERSEDED SURVEY CONTROL
 EK0132
 EK0132  NGVD 29 (??/??/92)  117.674  (m)          386.07   (f) ADJ UNCH    1 2
 EK0132
 EK0132.Superseded values are not recommended for survey control.
 EK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0132.See file dsdata.txt to determine how the superseded data were derived.
 EK0132
 EK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT766671(NAD 83)
 EK0132_MARKER: DB = BENCH MARK DISK
 EK0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0132_SP_SET: BUILDING
 EK0132_STAMPING: D-22 1932
 EK0132_MARK LOGO: CGS   
 EK0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0132
 EK0132  HISTORY     - Date     Condition        Report By
 EK0132  HISTORY     - 1932     MONUMENTED       CGS
 EK0132  HISTORY     - 1919     GOOD             USPSQD
 EK0132  HISTORY     - 1934     GOOD             NGS
 EK0132  HISTORY     - 1962     GOOD             NGS
 EK0132  HISTORY     - 1985     GOOD             NGS
 EK0132  HISTORY     - 1987     GOOD             USPSQD
 EK0132  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EK0132  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EK0132  HISTORY     - 19920823 MARK NOT FOUND   USPSQD
 EK0132
 EK0132                          STATION DESCRIPTION
 EK0132
 EK0132'DESCRIBED BY US POWER SQUADRON 1919 (MS)
 EK0132'RECOVERED IN GOOD CONDITION.
 EK0132
 EK0132                          STATION RECOVERY (1934)
 EK0132
 EK0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EK0132'IN DE QUEEN.
 EK0132'IN DE QUEEN, VERTICAL BRONZE TABLET IN EAST BRICK WALL OF KANSAS
 EK0132'CITY SOUTHERN R.R. DEPOT, 23.1 FEET WEST OF CENTERLINE OF K.S.S.
 EK0132'R.R. MAIN LINE TRACK, 12 FEET SOUTH OF NORTHEAST CORNER OF
 EK0132'DEPOT, 4.8 FEET ABOVE STATION PLATFORM.
 EK0132
 EK0132                          STATION RECOVERY (1962)
 EK0132
 EK0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0132'RECOVERED IN GOOD CONDITION.
 EK0132
 EK0132                          STATION RECOVERY (1985)
 EK0132
 EK0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0132'RECOVERED IN GOOD CONDITION.
 EK0132
 EK0132                          STATION RECOVERY (1987)
 EK0132
 EK0132'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0132'RECOVERED IN GOOD CONDITION.
 EK0132
 EK0132                          STATION RECOVERY (1989)
 EK0132
 EK0132'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0132'MARK NOT FOUND.
 EK0132
 EK0132                          STATION RECOVERY (1990)
 EK0132
 EK0132'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EK0132'MARK NOT FOUND.
 EK0132
 EK0132                          STATION RECOVERY (1992)
 EK0132
 EK0132'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 EK0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0099 ***********************************************************************
 FG0099  DESIGNATION -  D 22
 FG0099  PID         -  FG0099
 FG0099  STATE/COUNTY-  AR/FAULKNER
 FG0099  USGS QUAD   -  CONWAY (1994)
 FG0099
 FG0099                         *CURRENT SURVEY CONTROL
 FG0099  ___________________________________________________________________
 FG0099* NAD 83(1986)-  35 05 16.     (N)    092 26 34.     (W)     SCALED    
 FG0099* NAVD 88     -        95.724  (meters)     314.05   (feet)  ADJUSTED  
 FG0099  ___________________________________________________________________
 FG0099  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0099  DYNAMIC HT  -          95.634 (meters)     313.76  (feet)  COMP
 FG0099  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 FG0099
 FG0099  VERT ORDER  -  SECOND    CLASS 0
 FG0099
 FG0099.The horizontal coordinates were scaled from a topographic map and have
 FG0099.an estimated accuracy of +/- 6 seconds.
 FG0099
 FG0099.The orthometric height was determined by differential leveling
 FG0099.and adjusted by the National Geodetic Survey in June 1991..
 FG0099
 FG0099.The geoid height was determined by GEOID03.
 FG0099
 FG0099.The dynamic height is computed by dividing the NAVD 88
 FG0099.geopotential number by the normal gravity value computed on the
 FG0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0099.degrees latitude (g = 980.6199 gals.).
 FG0099
 FG0099.The modeled gravity was interpolated from observed gravity values.
 FG0099
 FG0099;                    North         East    Units  Estimated Accuracy
 FG0099;SPC AR N     -    83,790.      359,620.      MT  (+/- 180 meters Scaled)
 FG0099
 FG0099                          SUPERSEDED SURVEY CONTROL
 FG0099
 FG0099  NGVD 29 (??/??/92)   95.747  (m)          314.13   (f) ADJ UNCH    2 0
 FG0099
 FG0099.Superseded values are not recommended for survey control.
 FG0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0099.See file dsdata.txt to determine how the superseded data were derived.
 FG0099
 FG0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU507829(NAD 83)
 FG0099_MARKER: DD = SURVEY DISK
 FG0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0099_STAMPING: D 22
 FG0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0099+STABILITY: SURFACE MOTION
 FG0099
 FG0099  HISTORY     - Date     Condition        Report By
 FG0099  HISTORY     - 1934     MONUMENTED       ARGS
 FG0099  HISTORY     - 1970     GOOD             NGS
 FG0099  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0099  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FG0099  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0099
 FG0099                          STATION DESCRIPTION
 FG0099
 FG0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FG0099'IN CONWAY.
 FG0099'AT CONWAY NEAR THE SOUTH EDGE OF THE FAULKNER COUNTY COURTHOUSE
 FG0099'GROUNDS, 135 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FG0099'COURTHOUSE BUILDING, 114 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FG0099'BASE OF THE C.S.A. MONUMENT, 86 FEET EAST OF THE APPROXIMATE CENTER OF
 FG0099'A PAVED DRIVEWAY, 56 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FG0099'SIDEWALK LEADING TO THE SOUTH ENTRANCE, OF THE APPROXIMATE CENTER OF
 FG0099'THE SIDEWALK LEADING TO THE SOUTH ENTRANCE, 52 FEET NORTHEAST OF THE
 FG0099'APPROXIMATE CENTER OF THE INTERSECTION OF EAST GROVE AND ROBINSON
 FG0099'STREETS, 36 FEET SOUTHWEST OF A 16-INCH REDBUD TREE, 34 FEET WEST OF A
 FG0099'16-INCH ELM TREE, 24 FEET EAST OF A 16-INCH ELM TREE, 18 FEET
 FG0099'NORTHEAST OF A STREET LAMP POLE, 2.0 FEET NORTH OF THE NORTH EDGE OF A
 FG0099'SIDEWALK, AND 1.6 FEET NORTH OF THE NORTH EDGE OF A LOW, ROCK
 FG0099'RETAINING WALL.  IT IS A USC AND GS AND STATE SURVEY DISK SET IN THE
 FG0099'TOP OF A 6-INCH, SQUARE, CONCRETE POST ABOUT 6 INCHES BELOW THE
 FG0099'SURFACE OF THE LAWN, AND THE DISK IS STAMPED D 22.
 FG0099
 FG0099                          STATION RECOVERY (1984)
 FG0099
 FG0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0099'SEARCHED FOR BUT NOT RECOVERED, THERE IS A GAS LINE NOW RUNNING
 FG0099'THROUGH THE VICINITY OF THE MARK.
 FG0099
 FG0099                          STATION RECOVERY (1987)
 FG0099
 FG0099'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0099'MARK NOT FOUND.
 FG0099
 FG0099                          STATION RECOVERY (1989)
 FG0099
 FG0099'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0702 ***********************************************************************
 EH0702  DESIGNATION -  D 220
 EH0702  PID         -  EH0702
 EH0702  STATE/COUNTY-  AR/PHILLIPS
 EH0702  USGS QUAD   -  MOON LAKE (1964)
 EH0702
 EH0702                         *CURRENT SURVEY CONTROL
 EH0702  ___________________________________________________________________
 EH0702* NAD 83(1986)-  34 28 13.     (N)    090 36 03.     (W)     SCALED    
 EH0702* NAVD 88     -        63.910  (meters)     209.68   (feet)  ADJUSTED  
 EH0702  ___________________________________________________________________
 EH0702  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0702  DYNAMIC HT  -          63.848 (meters)     209.47  (feet)  COMP
 EH0702  MODELED GRAV-     979,663.7   (mgal)                       NAVD 88
 EH0702
 EH0702  VERT ORDER  -  FIRST     CLASS II
 EH0702
 EH0702.The horizontal coordinates were scaled from a topographic map and have
 EH0702.an estimated accuracy of +/- 6 seconds.
 EH0702
 EH0702.The orthometric height was determined by differential leveling
 EH0702.and adjusted by the National Geodetic Survey in June 1991..
 EH0702
 EH0702.The geoid height was determined by GEOID03.
 EH0702
 EH0702.The dynamic height is computed by dividing the NAVD 88
 EH0702.geopotential number by the normal gravity value computed on the
 EH0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0702.degrees latitude (g = 980.6199 gals.).
 EH0702
 EH0702.The modeled gravity was interpolated from observed gravity values.
 EH0702
 EH0702;                    North         East    Units  Estimated Accuracy
 EH0702;SPC AR S     -   600,920.      528,530.      MT  (+/- 180 meters Scaled)
 EH0702
 EH0702                          SUPERSEDED SURVEY CONTROL
 EH0702
 EH0702  NGVD 29 (??/??/??)   63.945  (m)          209.79   (f) ADJUSTED    1 2
 EH0702
 EH0702.Superseded values are not recommended for survey control.
 EH0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0702.See file dsdata.txt to determine how the superseded data were derived.
 EH0702
 EH0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU203169(NAD 83)
 EH0702_MARKER: DB = BENCH MARK DISK
 EH0702_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0702+WITH SETTING: INTO GROUND
 EH0702_STAMPING: D 220 1976
 EH0702_MARK LOGO: NGS   
 EH0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0702+STABILITY: SURFACE MOTION
 EH0702
 EH0702  HISTORY     - Date     Condition        Report By
 EH0702  HISTORY     - 1976     MONUMENTED       NGS
 EH0702  HISTORY     - 1985     GOOD             NGS
 EH0702
 EH0702                          STATION DESCRIPTION
 EH0702
 EH0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0702'4.3 MI S FROM HELENA.
 EH0702'4.3 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0702'HELENA, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT
 EH0702'NORTHWEST OF MILEPOST 5/6.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 EH0702'TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  1 FOOT
 EH0702'SOUTHEAST OF A WITNESS POST.
 EH0702
 EH0702                          STATION RECOVERY (1985)
 EH0702
 EH0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0702'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO FIBERGLASS WITNESS
 EH0702'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0734 ***********************************************************************
 EH0734  DESIGNATION -  D 221
 EH0734  PID         -  EH0734
 EH0734  STATE/COUNTY-  AR/PHILLIPS
 EH0734  USGS QUAD   -  ELAINE (1982)
 EH0734
 EH0734                         *CURRENT SURVEY CONTROL
 EH0734  ___________________________________________________________________
 EH0734* NAD 83(1997)-  34 15 12.68386(N)    090 51 40.87078(W)     ADJUSTED  
 EH0734* NAVD 88     -        57.797  (meters)     189.62   (feet)  ADJUSTED  
 EH0734  ___________________________________________________________________
 EH0734  X           -     -79,336.126 (meters)                     COMP
 EH0734  Y           -  -5,276,910.618 (meters)                     COMP
 EH0734  Z           -   3,569,743.443 (meters)                     COMP
 EH0734  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EH0734  ELLIP HEIGHT-          31.20  (meters)          (09/14/99) GPS OBS
 EH0734  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH0734  DYNAMIC HT  -          57.740 (meters)     189.44  (feet)  COMP
 EH0734  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 EH0734
 EH0734  HORZ ORDER  -  SECOND
 EH0734  VERT ORDER  -  FIRST     CLASS II
 EH0734  ELLP ORDER  -  FOURTH    CLASS I
 EH0734
 EH0734.The horizontal coordinates were established by GPS observations
 EH0734.and adjusted by the National Geodetic Survey in September 1999..
 EH0734
 EH0734.The orthometric height was determined by differential leveling
 EH0734.and adjusted by the National Geodetic Survey in June 1991..
 EH0734
 EH0734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0734
 EH0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0734
 EH0734.The ellipsoidal height was determined by GPS observations
 EH0734.and is referenced to NAD 83.
 EH0734
 EH0734.The geoid height was determined by GEOID03.
 EH0734
 EH0734.The dynamic height is computed by dividing the NAVD 88
 EH0734.geopotential number by the normal gravity value computed on the
 EH0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0734.degrees latitude (g = 980.6199 gals.).
 EH0734
 EH0734.The modeled gravity was interpolated from observed gravity values.
 EH0734
 EH0734;                    North         East     Units Scale Factor Converg.
 EH0734;SPC AR S     -   576,585.778   504,870.169   MT  0.99992575   +0 38 14.2
 EH0734;SPC AR S     - 1,891,681.84  1,656,394.88   sFT  0.99992575   +0 38 14.2
 EH0734;UTM  15      - 3,792,335.958   696,927.638   MT  1.00007805   +1 12 14.9
 EH0734
 EH0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0734!SPC AR S     -   0.99999510  x   0.99992575  =   0.99992085
 EH0734!UTM  15      -   0.99999510  x   1.00007805  =   1.00007315
 EH0734
 EH0734                          SUPERSEDED SURVEY CONTROL
 EH0734
 EH0734  NAD 83(1997)-  34 15 12.68445(N)    090 51 40.87045(W) AD(       ) 2
 EH0734  NAD 83(1986)-  34 15 12.69264(N)    090 51 40.86795(W) AD(       ) 2
 EH0734  NGVD 29 (??/??/??)   57.857  (m)          189.82   (f) ADJUSTED    1 2
 EH0734
 EH0734.Superseded values are not recommended for survey control.
 EH0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0734.See file dsdata.txt to determine how the superseded data were derived.
 EH0734
 EH0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9692892336(NAD 83)
 EH0734_MARKER: DB = BENCH MARK DISK
 EH0734_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0734+WITH SETTING: INTO GROUND
 EH0734_STAMPING: D 221 1976
 EH0734_MARK LOGO: NGS   
 EH0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0734+STABILITY: SURFACE MOTION
 EH0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0734+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0734
 EH0734  HISTORY     - Date     Condition        Report By
 EH0734  HISTORY     - 1976     MONUMENTED       NGS
 EH0734  HISTORY     - 1985     GOOD             NGS
 EH0734  HISTORY     - 1985     GOOD             NGS
 EH0734  HISTORY     - 20030331 GOOD             USACE
 EH0734
 EH0734                          STATION DESCRIPTION
 EH0734
 EH0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0734'6.7 MI N FROM MELLWOOD.
 EH0734'6.7 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0734'MELLWOOD, 20 FEET NORTH OF THE CENTER LINE OF THE LEVEE, AND 2 FEET
 EH0734'SOUTHWEST OF MILEPOST 33/34.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH0734'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2
 EH0734'FEET BELOW LEVEE 1 FOOT WEST OF A WITNESS POST.
 EH0734
 EH0734                          STATION RECOVERY (1985)
 EH0734
 EH0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0734'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) SOUTH OF ELAINE, 6.5 KM
 EH0734'(4 MI) EAST OF RATIO, ON THE MAIN LEVEE ALONG THE MISSISSIPPI RIVER,
 EH0734'AT MILEPOST 33/34, IN A GOUGED SECTION OF LEVEE DONE BY CATTLE
 EH0734'RUBBING ON THE MILEPOST.  OWNERSHIP--LACONIA DRAINAGE AND LEVEE
 EH0734'DISTRICTDISTRICT OF PHILLIPS COUNTY,  ARKANSAS, 417 RIGHTOR STREET,
 EH0734'HELENA AR 72342, PHONE 501-338-6731. IT IS IN T 5 S, R 2 S,
 EH0734'WEST CENTRAL SECTION 13.
 EH0734'
 EH0734'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 IN ELAINE,
 EH0734'GO EAST ON HIGHWAY 20 FOR 5.91 KM (3.7 MI) TO A FORK.  KEEP RIGHT,
 EH0734'EAST, THEN SOUTH, ON OLD CONCRETE ROAD FOR 0.71 KM (0.45 MI) TO
 EH0734'THE LEVEE ROAD.  TURN RIGHT, WESTERLY, ON THE LEVEE ROAD FOR 1.41
 EH0734'KM (0.85 MI) TO A FORK.  BEAR RIGHT ON MAIN LEVEE ROAD FOR
 EH0734'7.61 KM (4.7 MI) TO A CROSSROAD AT A SPUR LEVEE ON THE LEFT
 EH0734'AND A OVERHEAD TELEPHONE LINE.  CONTINUE AHEAD FOR 1.95 KM
 EH0734'(1.2 MI) TO THE MILEPOST AND STATION ON THE RIGHT.
 EH0734'
 EH0734'STATION MARK, A STANDARD NGS BENCH MARK DISK STAMPED---D 221 1976---,
 EH0734'IS CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A VINYL PIPE.  MARK
 EH0734'PROJECTS 1 CM.  IT IS 6.5 METERS NORTH-NORTHEAST OF THE ROAD
 EH0734'CENTER, 1 METER LOWER THAN THE ROAD, 0.5 METER SOUTH-SOUTHWEST
 EH0734'OF THE MILEPSOT, AND 0.2 METER EAST-SOUTHEAST OF A
 EH0734'FIBERGLASS WITNESS POST.
 EH0734'
 EH0734'THIS STATION IS INTERVISIBLE WITH T 221.
 EH0734
 EH0734                          STATION RECOVERY (1985)
 EH0734
 EH0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0734'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) EAST OF
 EH0734'A WITNESS POST.
 EH0734
 EH0734                          STATION RECOVERY (2003)
 EH0734
 EH0734'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0978 ***********************************************************************
 EH0978  DESIGNATION -  D 222
 EH0978  PID         -  EH0978
 EH0978  STATE/COUNTY-  AR/LEE
 EH0978  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0978
 EH0978                         *CURRENT SURVEY CONTROL
 EH0978  ___________________________________________________________________
 EH0978* NAD 83(1997)-  34 44 09.08641(N)    090 34 23.64488(W)     ADJUSTED  
 EH0978* NAVD 88     -        65.025  (meters)     213.34   (feet)  ADJUSTED  
 EH0978  ___________________________________________________________________
 EH0978  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 EH0978  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0978  DYNAMIC HT  -          64.964 (meters)     213.14  (feet)  COMP
 EH0978  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 EH0978
 EH0978  HORZ ORDER  -  SECOND
 EH0978  VERT ORDER  -  FIRST     CLASS II
 EH0978
 EH0978.The horizontal coordinates were established by classical geodetic methods
 EH0978.and adjusted by the National Geodetic Survey in September 1999..
 EH0978
 EH0978.The orthometric height was determined by differential leveling
 EH0978.and adjusted by the National Geodetic Survey in June 1991..
 EH0978
 EH0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0978
 EH0978.The geoid height was determined by GEOID03.
 EH0978
 EH0978.The dynamic height is computed by dividing the NAVD 88
 EH0978.geopotential number by the normal gravity value computed on the
 EH0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0978.degrees latitude (g = 980.6199 gals.).
 EH0978
 EH0978.The modeled gravity was interpolated from observed gravity values.
 EH0978
 EH0978;                    North         East     Units Scale Factor Converg.
 EH0978;SPC AR S     -   630,416.562   530,658.849   MT  0.99999327   +0 47 54.8
 EH0978;SPC AR S     - 2,068,291.67  1,741,003.24   sFT  0.99999327   +0 47 54.8
 EH0978;SPC MS W     -   580,597.302   678,030.777   MT  0.99995595   -0 08 12.1
 EH0978;SPC MS W     - 1,904,842.98  2,224,505.97   sFT  0.99995595   -0 08 12.1
 EH0978;UTM  15      - 3,846,433.232   722,179.102   MT  1.00020846   +1 22 60.0
 EH0978
 EH0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0978!SPC AR S     -   0.99999402  x   0.99999327  =   0.99998729
 EH0978!SPC MS W     -   0.99999402  x   0.99995595  =   0.99994997
 EH0978!UTM  15      -   0.99999402  x   1.00020846  =   1.00020248
 EH0978
 EH0978                          SUPERSEDED SURVEY CONTROL
 EH0978
 EH0978  NAD 83(1997)-  34 44 09.08666(N)    090 34 23.64559(W) AD(       ) 2
 EH0978  NAD 83(1997)-  34 44 09.08722(N)    090 34 23.64420(W) AD(       ) 2
 EH0978  NAD 83(1986)-  34 44 09.09306(N)    090 34 23.64419(W) AD(       ) 2
 EH0978  NAD 27      -  34 44 08.73819(N)    090 34 23.26353(W) AD(       ) 2
 EH0978  NGVD 29 (??/??/??)   65.052  (m)          213.42   (f) ADJUSTED    1 2
 EH0978
 EH0978.Superseded values are not recommended for survey control.
 EH0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0978.See file dsdata.txt to determine how the superseded data were derived.
 EH0978
 EH0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2217946433(NAD 83)
 EH0978_MARKER: DB = BENCH MARK DISK
 EH0978_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0978+WITH SETTING: INTO GROUND
 EH0978_STAMPING: D 222 1976
 EH0978_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0978+STABILITY: SURFACE MOTION
 EH0978
 EH0978  HISTORY     - Date     Condition        Report By
 EH0978  HISTORY     - 1976     MONUMENTED       NGS
 EH0978  HISTORY     - 1980     GOOD             NGS
 EH0978
 EH0978                          STATION DESCRIPTION
 EH0978
 EH0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0978'2.95 MI S FROM WHITEHALL.
 EH0978'2.95 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0978'WHITEHALL, 20 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 2
 EH0978'FEET EAST OF MILEPOST 208/209.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH0978'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. 2
 EH0978'FEET BELOW LEVEE 1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0978
 EH0978                          STATION RECOVERY (1980)
 EH0978
 EH0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH0978'THE STATION IS LOCATED 27.4 KM SOUTHWEST OF HUGHES,
 EH0978'24.1 KM NORTH OF HELENA, 19.3 KM EAST-SOUTHEAST
 EH0978'OF MARIANNA AND ON THE MAIN LEVEE ALONG THE WEST SIDE OF
 EH0978'THE MISSISSIPPI RIVER.
 EH0978'PERMISSION FOR THE STATION WAS OBTAINED FROM
 EH0978'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 EH0978'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 EH0978'WEST MEMPHIS, AR 72301.
 EH0978'TELEPHONE NUMBER 501-735-1062.
 EH0978'
 EH0978'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH0978'STATE HIGHWAY 1 ON THE NORTH SIDE OF MARIANNA, GO NORTHEAST ON
 EH0978'U.S.HIGHWAY 79 FOR 5.5 KM (3.4 MI) TO A POINT WHERE THE
 EH0978'HIGHWAY CROSSES A LEVEE, A SIGN FOR A CORPS OF ENGINEERS PUMPING
 EH0978'STATION ON THE LEFT, AND STATE HIGHWAY 121 ON THE RIGHT.  TURN
 EH0978'RIGHT AND GO EASTERLY FOLLOWING STATE HIGHWAY 121 FOR 15.2 KM
 EH0978'(9.45 MI) TO THE END OF THE HIGHWAY AND A DIRT ROAD RIGHT, JUST
 EH0978'BEFORE A SMALL PARK.  TURN RIGHT AND GO WESTERLY ON A WINDING ROAD
 EH0978'FOR 3.3 KM (2.05 MI) TO A STOP SIGN ON TOP OF THE LEVEE AND A
 EH0978'DIRT CROSSROAD.  TURN LEFT AND PASS BY THE PUMPING STATION AND
 EH0978'FOLLOW THE DIRT ROAD ON TOP OF THE LEVEE FOR 5.2 KM (3.25 MI)
 EH0978'TO A FORK AND THE MAIN LEVEE.  KEEP LEFT AND GO NORTHEASTERLY
 EH0978'FOLLOWING THE MAIN LEVEE FOR 3.8 KM (2.35 MI) TO THE STATION
 EH0978'ON THE LEFT.
 EH0978'
 EH0978'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0978'STAMPED---D 222 1976---,
 EH0978'CRIMPED TO THE TOP OF A STEEL ROD, INSIDE A 4-INCH PVC PIPE WITH
 EH0978'A CAP.
 EH0978'IT IS LOCATED
 EH0978'6.5 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD,
 EH0978'0.57 METER SOUTHEAST FROM MILE POST 208/209, AND
 EH0978'0.23 METER WEST FROM A METAL WITNESS POST.
 EH0978'
 EH0978'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0769 ***********************************************************************
 EH0769  DESIGNATION -  D 223
 EH0769  PID         -  EH0769
 EH0769  STATE/COUNTY-  AR/DESHA
 EH0769  USGS QUAD   -  LACONIA (1982)
 EH0769
 EH0769                         *CURRENT SURVEY CONTROL
 EH0769  ___________________________________________________________________
 EH0769* NAD 83(1986)-  34 05 12.     (N)    090 55 46.     (W)     SCALED    
 EH0769* NAVD 88     -        56.767  (meters)     186.24   (feet)  ADJUSTED  
 EH0769  ___________________________________________________________________
 EH0769  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0769  DYNAMIC HT  -          56.710 (meters)     186.06  (feet)  COMP
 EH0769  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 EH0769
 EH0769  VERT ORDER  -  FIRST     CLASS II
 EH0769
 EH0769.The horizontal coordinates were scaled from a topographic map and have
 EH0769.an estimated accuracy of +/- 6 seconds.
 EH0769
 EH0769.The orthometric height was determined by differential leveling
 EH0769.and adjusted by the National Geodetic Survey in June 1991..
 EH0769
 EH0769.The geoid height was determined by GEOID03.
 EH0769
 EH0769.The dynamic height is computed by dividing the NAVD 88
 EH0769.geopotential number by the normal gravity value computed on the
 EH0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0769.degrees latitude (g = 980.6199 gals.).
 EH0769
 EH0769.The modeled gravity was interpolated from observed gravity values.
 EH0769
 EH0769;                    North         East    Units  Estimated Accuracy
 EH0769;SPC AR S     -   558,010.      498,790.      MT  (+/- 180 meters Scaled)
 EH0769
 EH0769                          SUPERSEDED SURVEY CONTROL
 EH0769
 EH0769  NGVD 29 (??/??/??)   56.815  (m)          186.40   (f) ADJUSTED    1 2
 EH0769
 EH0769.Superseded values are not recommended for survey control.
 EH0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0769.See file dsdata.txt to determine how the superseded data were derived.
 EH0769
 EH0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT910737(NAD 83)
 EH0769_MARKER: DB = BENCH MARK DISK
 EH0769_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0769+WITH SETTING: INTO GROUND
 EH0769_STAMPING: D 223 1976
 EH0769_MARK LOGO: NGS   
 EH0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0769+STABILITY: SURFACE MOTION
 EH0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0769+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH0769
 EH0769  HISTORY     - Date     Condition        Report By
 EH0769  HISTORY     - 1976     MONUMENTED       NGS
 EH0769  HISTORY     - 1985     GOOD             NGS
 EH0769  HISTORY     - 20030401 GOOD             USACE
 EH0769
 EH0769                          STATION DESCRIPTION
 EH0769
 EH0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0769'12.8 MI S FROM MELLWOOD.
 EH0769'12.8 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0769'MELLWOOD, 0.25 MILE SOUTH OF A CATTLE GUARD ON THE LEVEE, 87 FEET EAST
 EH0769'OF A FENCE AT THE TOE OF THE LEVEE, AND 14 FEET WEST OF THE CENTER
 EH0769'LINE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0769'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. 1 FOOT BELOW
 EH0769'LEVEE 1 FOOT NORTH OF A WITNESS POST.
 EH0769
 EH0769                          STATION RECOVERY (1985)
 EH0769
 EH0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0769'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0769
 EH0769                          STATION RECOVERY (2003)
 EH0769
 EH0769'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1042 ***********************************************************************
 EH1042  HT_MOD      -  This is a Height Modernization Survey Station.
 EH1042  DESIGNATION -  D 224
 EH1042  PID         -  EH1042
 EH1042  STATE/COUNTY-  AR/PHILLIPS
 EH1042  USGS QUAD   -  MARVELL (1971)
 EH1042
 EH1042                         *CURRENT SURVEY CONTROL
 EH1042  ___________________________________________________________________
 EH1042* NAD 83(1997)-  34 31 08.50714(N)    090 57 20.65037(W)     ADJUSTED  
 EH1042* NAVD 88     -        56.19   (meters)     184.3    (feet)  GPS OBS   
 EH1042  ___________________________________________________________________
 EH1042  X           -     -87,751.178 (meters)                     COMP
 EH1042  Y           -  -5,260,139.499 (meters)                     COMP
 EH1042  Z           -   3,594,048.010 (meters)                     COMP
 EH1042  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EH1042  ELLIP HEIGHT-          29.18  (meters)          (04/05/04) GPS OBS
 EH1042  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH1042  DYNAMIC HT  -          56.14  (meters)     184.2   (feet)  COMP
 EH1042  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 EH1042
 EH1042  HORZ ORDER  -  B
 EH1042  VERT ORDER  -  THIRD (See Below)
 EH1042  ELLP ORDER  -  THIRD     CLASS II
 EH1042
 EH1042.The horizontal coordinates were established by GPS observations
 EH1042.and adjusted by the National Geodetic Survey in April 2004..
 EH1042
 EH1042.The orthometric height was determined by GPS observations and a
 EH1042.high-resolution geoid model using precise GPS observation and
 EH1042.processing techniques. It supersedes the leveled height previously
 EH1042.determined for this station.
 EH1042.WARNING-GPS observations at this control monument resulted in a GPS
 EH1042.derived orthometric height which differed from the leveled height by
 EH1042.more than one decimeter (0.1 meter).
 EH1042.The vertical order pertains to the first NAVD 88 superseded value.
 EH1042
 EH1042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1042
 EH1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1042
 EH1042.The ellipsoidal height was determined by GPS observations
 EH1042.and is referenced to NAD 83.
 EH1042
 EH1042.The geoid height was determined by GEOID03.
 EH1042
 EH1042.The dynamic height is computed by dividing the NAVD 88
 EH1042.geopotential number by the normal gravity value computed on the
 EH1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1042.degrees latitude (g = 980.6199 gals.).
 EH1042
 EH1042.The modeled gravity was interpolated from observed gravity values.
 EH1042
 EH1042;                    North         East     Units Scale Factor Converg.
 EH1042;SPC AR S     -   605,942.213   495,877.309   MT  0.99995414   +0 35 04.1
 EH1042;SPC AR S     - 1,987,995.41  1,626,890.80   sFT  0.99995414   +0 35 04.1
 EH1042;UTM  15      - 3,821,604.817   687,641.757   MT  1.00003400   +1 09 31.6
 EH1042
 EH1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1042!SPC AR S     -   0.99999542  x   0.99995414  =   0.99994956
 EH1042!UTM  15      -   0.99999542  x   1.00003400  =   1.00002942
 EH1042
 EH1042                          SUPERSEDED SURVEY CONTROL
 EH1042
 EH1042  NAVD 88 (08/03/93)   56.058  (m)          183.92   (f) ADJUSTED    1 2
 EH1042  NAVD 88 (06/15/91)   56.053  (m)          183.90   (f) UNKNOWN     1 2
 EH1042  NGVD 29 (??/??/??)   56.092  (m)          184.03   (f) ADJUSTED    1 2
 EH1042
 EH1042.Superseded values are not recommended for survey control.
 EH1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1042.See file dsdata.txt to determine how the superseded data were derived.
 EH1042
 EH1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8764221605(NAD 83)
 EH1042_MARKER: DB = BENCH MARK DISK
 EH1042_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1042+WITH SETTING: INTO GROUND
 EH1042_STAMPING: D 224 1976
 EH1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1042+STABILITY: SURFACE MOTION
 EH1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1042+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002
 EH1042
 EH1042  HISTORY     - Date     Condition        Report By
 EH1042  HISTORY     - 1976     MONUMENTED       NGS
 EH1042  HISTORY     - 20020330 GOOD             USACE
 EH1042
 EH1042                          STATION DESCRIPTION
 EH1042
 EH1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1042'3.5 MI SW FROM MARVELL.
 EH1042'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH1042'MISSOURI PACIFIC RAILROAD AT MARVELL, THENCE 1.0 MILE SOUTH ALONG
 EH1042'HIGHWAY 318, 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET
 EH1042'SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING EAST, AND 5 FEET SOUTH
 EH1042'OF A POWER POLE WITH A TRANSFORMER.  A DISK ON TOP OF A COPPER-COATED
 EH1042'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +2 INCHES.
 EH1042'ABOUT LEVEL WITH HIGHWAY 4 FEET NORTH OF A WITNESS POST.
 EH1042
 EH1042                          STATION RECOVERY (2002)
 EH1042
 EH1042'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1446 ***********************************************************************
 EH1446  DESIGNATION -  D 225
 EH1446  PID         -  EH1446
 EH1446  STATE/COUNTY-  AR/DESHA
 EH1446  USGS QUAD   -  SNOW LAKE (1967)
 EH1446
 EH1446                         *CURRENT SURVEY CONTROL
 EH1446  ___________________________________________________________________
 EH1446* NAD 83(1986)-  34 01 26.     (N)    091 04 56.     (W)     SCALED    
 EH1446* NAVD 88     -        50.488  (meters)     165.64   (feet)  ADJUSTED  
 EH1446  ___________________________________________________________________
 EH1446  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH1446  DYNAMIC HT  -          50.438 (meters)     165.48  (feet)  COMP
 EH1446  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 EH1446
 EH1446  VERT ORDER  -  FIRST     CLASS II
 EH1446
 EH1446.The horizontal coordinates were scaled from a topographic map and have
 EH1446.an estimated accuracy of +/- 6 seconds.
 EH1446
 EH1446.The orthometric height was determined by differential leveling
 EH1446.and adjusted by the National Geodetic Survey in June 1991..
 EH1446
 EH1446.The geoid height was determined by GEOID03.
 EH1446
 EH1446.The dynamic height is computed by dividing the NAVD 88
 EH1446.geopotential number by the normal gravity value computed on the
 EH1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1446.degrees latitude (g = 980.6199 gals.).
 EH1446
 EH1446.The modeled gravity was interpolated from observed gravity values.
 EH1446
 EH1446;                    North         East    Units  Estimated Accuracy
 EH1446;SPC AR S     -   550,910.      484,760.      MT  (+/- 180 meters Scaled)
 EH1446
 EH1446                          SUPERSEDED SURVEY CONTROL
 EH1446
 EH1446  NGVD 29 (??/??/??)   50.541  (m)          165.82   (f) ADJUSTED    1 2
 EH1446
 EH1446.Superseded values are not recommended for survey control.
 EH1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1446.See file dsdata.txt to determine how the superseded data were derived.
 EH1446
 EH1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT770664(NAD 83)
 EH1446_MARKER: DB = BENCH MARK DISK
 EH1446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH1446_SP_SET: PIER OF BRIDGE
 EH1446_STAMPING: D 225 1976
 EH1446_MARK LOGO: NGS   
 EH1446_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1446+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH1446
 EH1446  HISTORY     - Date     Condition        Report By
 EH1446  HISTORY     - 1976     MONUMENTED       NGS
 EH1446  HISTORY     - 1985     GOOD             NGS
 EH1446  HISTORY     - 20001011 GOOD             USE
 EH1446
 EH1446                          STATION DESCRIPTION
 EH1446
 EH1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1446'4.2 MI SW FROM SNOW LAKE.
 EH1446'4.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1446'CROSSING AT SNOW LAKE, IN THE NORTHWEST END OF THE NORTHEAST PIER OF
 EH1446'BRIDGE NO 3730, 302.5 FEET SOUTHWEST OF THE NORTHEAST END OF BRIDGE,
 EH1446'AND 3.8 FEET NORTHWEST OF THE NORTHWEST RAIL.  4 FEET BELOW RAIL.
 EH1446
 EH1446                          STATION RECOVERY (1985)
 EH1446
 EH1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1446'RECOVERED IN GOOD CONDITION.
 EH1446
 EH1446                          STATION RECOVERY (2000)
 EH1446
 EH1446'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1320 ***********************************************************************
 EH1320  DESIGNATION -  D 226
 EH1320  PID         -  EH1320
 EH1320  STATE/COUNTY-  AR/ARKANSAS
 EH1320  USGS QUAD   -  TICHNOR (1972)
 EH1320
 EH1320                         *CURRENT SURVEY CONTROL
 EH1320  ___________________________________________________________________
 EH1320* NAD 83(1986)-  34 08 58.     (N)    091 22 08.     (W)     SCALED    
 EH1320* NAVD 88     -        56.136  (meters)     184.17   (feet)  ADJUSTED  
 EH1320  ___________________________________________________________________
 EH1320  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EH1320  DYNAMIC HT  -          56.081 (meters)     183.99  (feet)  COMP
 EH1320  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 EH1320
 EH1320  VERT ORDER  -  FIRST     CLASS II
 EH1320
 EH1320.The horizontal coordinates were scaled from a topographic map and have
 EH1320.an estimated accuracy of +/- 6 seconds.
 EH1320
 EH1320.The orthometric height was determined by differential leveling
 EH1320.and adjusted by the National Geodetic Survey in August 1993..
 EH1320
 EH1320.The geoid height was determined by GEOID03.
 EH1320
 EH1320.The dynamic height is computed by dividing the NAVD 88
 EH1320.geopotential number by the normal gravity value computed on the
 EH1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1320.degrees latitude (g = 980.6199 gals.).
 EH1320
 EH1320.The modeled gravity was interpolated from observed gravity values.
 EH1320
 EH1320;                    North         East    Units  Estimated Accuracy
 EH1320;SPC AR S     -   564,640.      458,200.      MT  (+/- 180 meters Scaled)
 EH1320
 EH1320                          SUPERSEDED SURVEY CONTROL
 EH1320
 EH1320  NAVD 88 (06/15/91)   56.114  (m)          184.10   (f) UNKNOWN     1 2
 EH1320  NGVD 29 (??/??/??)   56.179  (m)          184.31   (f) ADJUSTED    1 2
 EH1320
 EH1320.Superseded values are not recommended for survey control.
 EH1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1320.See file dsdata.txt to determine how the superseded data were derived.
 EH1320
 EH1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT503799(NAD 83)
 EH1320_MARKER: DB = BENCH MARK DISK
 EH1320_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1320+WITH SETTING: INTO GROUND
 EH1320_STAMPING: D 226 1976
 EH1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1320+STABILITY: SURFACE MOTION
 EH1320
 EH1320  HISTORY     - Date     Condition        Report By
 EH1320  HISTORY     - 1976     MONUMENTED       NGS
 EH1320  HISTORY     - 20030416 MARK NOT FOUND   USACE
 EH1320
 EH1320                          STATION DESCRIPTION
 EH1320
 EH1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1320'2.0 MI N FROM GILLETT.
 EH1320'2.0 MILES NORTH ALONG THE SAINT LEWIS SOUTHWESTERN RAILROAD FROM THE
 EH1320'JUNCTION OF FRONT STREET AT GILLETT, AT THE SOUTHWEST CORNER OF THE
 EH1320'JUNCTION OF AN EAST-WEST DIRT ROAD, 90.1 FEET WEST OF A POWER LINE
 EH1320'POLE, 18.2 FEET WEST OF THE WEST RAIL, AND 15 FEET SOUTH OF THE
 EH1320'CENTERLINE OF THE ROAD.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO
 EH1320'A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  1 FOOT
 EH1320'BELOW RAIL 2 FEET WEST OF A WITNESS POST.
 EH1320
 EH1320                          STATION RECOVERY (2003)
 EH1320
 EH1320'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0084 ***********************************************************************
 FG0084  DESIGNATION -  D 23
 FG0084  PID         -  FG0084
 FG0084  STATE/COUNTY-  AR/VAN BUREN
 FG0084  USGS QUAD   -  CLINTON (1981)
 FG0084
 FG0084                         *CURRENT SURVEY CONTROL
 FG0084  ___________________________________________________________________
 FG0084* NAD 83(1986)-  35 37 00.     (N)    092 27 33.     (W)     SCALED    
 FG0084* NAVD 88     -       241.362  (meters)     791.87   (feet)  ADJUSTED  
 FG0084  ___________________________________________________________________
 FG0084  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG0084  DYNAMIC HT  -         241.140 (meters)     791.14  (feet)  COMP
 FG0084  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 FG0084
 FG0084  VERT ORDER  -  SECOND    CLASS 0
 FG0084
 FG0084.The horizontal coordinates were scaled from a topographic map and have
 FG0084.an estimated accuracy of +/- 6 seconds.
 FG0084
 FG0084.The orthometric height was determined by differential leveling
 FG0084.and adjusted by the National Geodetic Survey in June 1991..
 FG0084
 FG0084.The geoid height was determined by GEOID03.
 FG0084
 FG0084.The dynamic height is computed by dividing the NAVD 88
 FG0084.geopotential number by the normal gravity value computed on the
 FG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0084.degrees latitude (g = 980.6199 gals.).
 FG0084
 FG0084.The modeled gravity was interpolated from observed gravity values.
 FG0084
 FG0084;                    North         East    Units  Estimated Accuracy
 FG0084;SPC AR N     -   142,470.      358,400.      MT  (+/- 180 meters Scaled)
 FG0084
 FG0084                          SUPERSEDED SURVEY CONTROL
 FG0084
 FG0084  NGVD 29 (??/??/92)  241.279  (m)          791.60   (f) ADJ UNCH    2 0
 FG0084
 FG0084.Superseded values are not recommended for survey control.
 FG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0084.See file dsdata.txt to determine how the superseded data were derived.
 FG0084
 FG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV489415(NAD 83)
 FG0084_MARKER: DD = SURVEY DISK
 FG0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0084_STAMPING: D 23 1934
 FG0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0084+STABILITY: SURFACE MOTION
 FG0084
 FG0084  HISTORY     - Date     Condition        Report By
 FG0084  HISTORY     - 1934     MONUMENTED       ARGS
 FG0084  HISTORY     - 1963     GOOD             NGS
 FG0084
 FG0084                          STATION DESCRIPTION
 FG0084
 FG0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0084'1.9 MI NW FROM CLINTON.
 FG0084'LOCATED 1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 65 FROM ITS JUNCTION
 FG0084'WITH U.S. HIGHWAY 95 IN CLINTON, ON A LONG GRADE TO THE NORTH WEST,
 FG0084'220 FEET SOUTH-SOUTHWEST OF A 2 X 10 FOOT CONCRETE CULVERT, 63 FEET
 FG0084'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 37 FEET SOUTH OF A FENCE
 FG0084'CORNER AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 FG0084'U.S. COAST AND GEODETIC AND STATE SURVEY DISK SET IN THE TOP OF A 6
 FG0084'INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1471 ***********************************************************************
 EJ1471  DESIGNATION -  D 24
 EJ1471  PID         -  EJ1471
 EJ1471  STATE/COUNTY-  AR/MONTGOMERY
 EJ1471  USGS QUAD   -  MOUNT IDA (1986)
 EJ1471
 EJ1471                         *CURRENT SURVEY CONTROL
 EJ1471  ___________________________________________________________________
 EJ1471* NAD 83(1986)-  34 32 06.     (N)    093 39 29.     (W)     SCALED    
 EJ1471* NAVD 88     -       225.093  (meters)     738.49   (feet)  ADJUSTED  
 EJ1471  ___________________________________________________________________
 EJ1471  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EJ1471  DYNAMIC HT  -         224.865 (meters)     737.74  (feet)  COMP
 EJ1471  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 EJ1471
 EJ1471  VERT ORDER  -  SECOND    CLASS 0
 EJ1471
 EJ1471.The horizontal coordinates were scaled from a topographic map and have
 EJ1471.an estimated accuracy of +/- 6 seconds.
 EJ1471
 EJ1471.The orthometric height was determined by differential leveling
 EJ1471.and adjusted by the National Geodetic Survey in June 1991..
 EJ1471
 EJ1471.The geoid height was determined by GEOID03.
 EJ1471
 EJ1471.The dynamic height is computed by dividing the NAVD 88
 EJ1471.geopotential number by the normal gravity value computed on the
 EJ1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1471.degrees latitude (g = 980.6199 gals.).
 EJ1471
 EJ1471.The modeled gravity was interpolated from observed gravity values.
 EJ1471
 EJ1471;                    North         East    Units  Estimated Accuracy
 EJ1471;SPC AR S     -   608,460.      247,800.      MT  (+/- 180 meters Scaled)
 EJ1471
 EJ1471                          SUPERSEDED SURVEY CONTROL
 EJ1471
 EJ1471  NGVD 29 (??/??/92)  225.039  (m)          738.32   (f) ADJ UNCH    2 0
 EJ1471
 EJ1471.Superseded values are not recommended for survey control.
 EJ1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1471.See file dsdata.txt to determine how the superseded data were derived.
 EJ1471
 EJ1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU396216(NAD 83)
 EJ1471_MARKER: DB = BENCH MARK DISK
 EJ1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1471_SP_SET: CULVERT
 EJ1471_STAMPING: 738.315 D 24 1932
 EJ1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1471
 EJ1471  HISTORY     - Date     Condition        Report By
 EJ1471  HISTORY     - 1932     MONUMENTED       CGS
 EJ1471  HISTORY     - 1961     GOOD             NGS
 EJ1471  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ1471
 EJ1471                          STATION DESCRIPTION
 EJ1471
 EJ1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1471'2.25 MI S FROM MOUNT IDA.
 EJ1471'2-1/4 MILES SOUTH ALONG STATE HIGHWAY 27 FROM MOUNT IDA, MONTGOMERY
 EJ1471'COUNTY, AND IN THE WEST HEADWALL OF A CONCRETE CULVERT.
 EJ1471
 EJ1471                          STATION RECOVERY (1972)
 EJ1471
 EJ1471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ1471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0777 ***********************************************************************
 FF0777  DESIGNATION -  D 242
 FF0777  PID         -  FF0777
 FF0777  STATE/COUNTY-  AR/CRAIGHEAD
 FF0777  USGS QUAD   -  GREENFIELD (1983)
 FF0777
 FF0777                         *CURRENT SURVEY CONTROL
 FF0777  ___________________________________________________________________
 FF0777* NAD 83(1986)-  35 44 00.     (N)    090 41 11.     (W)     SCALED    
 FF0777* NAVD 88     -        82.031  (meters)     269.13   (feet)  ADJUSTED  
 FF0777  ___________________________________________________________________
 FF0777  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FF0777  DYNAMIC HT  -          81.960 (meters)     268.90  (feet)  COMP
 FF0777  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 FF0777
 FF0777  VERT ORDER  -  FIRST     CLASS II
 FF0777
 FF0777.The horizontal coordinates were scaled from a topographic map and have
 FF0777.an estimated accuracy of +/- 6 seconds.
 FF0777
 FF0777.The orthometric height was determined by differential leveling
 FF0777.and adjusted by the National Geodetic Survey in June 1991..
 FF0777
 FF0777.The geoid height was determined by GEOID03.
 FF0777
 FF0777.The dynamic height is computed by dividing the NAVD 88
 FF0777.geopotential number by the normal gravity value computed on the
 FF0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0777.degrees latitude (g = 980.6199 gals.).
 FF0777
 FF0777.The modeled gravity was interpolated from observed gravity values.
 FF0777
 FF0777;                    North         East    Units  Estimated Accuracy
 FF0777;SPC AR N     -   156,110.      518,830.      MT  (+/- 180 meters Scaled)
 FF0777
 FF0777                          SUPERSEDED SURVEY CONTROL
 FF0777
 FF0777  NGVD 29 (??/??/??)   81.956  (m)          268.88   (f) ADJUSTED    1 2
 FF0777
 FF0777.Superseded values are not recommended for survey control.
 FF0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0777.See file dsdata.txt to determine how the superseded data were derived.
 FF0777
 FF0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV092568(NAD 83)
 FF0777_MARKER: DB = BENCH MARK DISK
 FF0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0777_STAMPING: D 242 1938
 FF0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0777+STABILITY: SURFACE MOTION
 FF0777
 FF0777  HISTORY     - Date     Condition        Report By
 FF0777  HISTORY     - 1938     MONUMENTED       CGS
 FF0777  HISTORY     - 1956     GOOD             CGS
 FF0777  HISTORY     - 20020821 MARK NOT FOUND   USACE
 FF0777
 FF0777                          STATION DESCRIPTION
 FF0777
 FF0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0777'6.5 MI S FROM NETTLETON.
 FF0777'6.5 MILES SOUTH ALONG THE MISSOUIR PACIFIC RAILROAD FROM THE
 FF0777'STATION AT NETTLETON, ABOUT 0.85 MILE SOUTH OF RIDGE (ABANDONED),
 FF0777'ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES 244/21 AND
 FF0777'244/22, 37 FEET WEST OF WEST RAIL, 16 FEET SOUTH OF CENTER LINE
 FF0777'OF A DIM CROSS ROAD, 17 FEET SOUTHWEST OF CROSSING WARNING
 FF0777'SIGN, 3 FEET SOUTH OF A TELEPHONE POLE, 13 FEET NORTHEAST OF
 FF0777'A FENCE CORNER 29 FEET EAST OF AN 8-INCH WALNUT TREE WHICH IS
 FF0777'AT THE EAST END OF A ROW OF WALNUT TREES, ABOUT 1 FOOT BELOW
 FF0777'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0777'8 INCHES.
 FF0777
 FF0777                          STATION RECOVERY (2002)
 FF0777
 FF0777'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0991 ***********************************************************************
 DK0991  DESIGNATION -  D 243
 DK0991  PID         -  DK0991
 DK0991  STATE/COUNTY-  AR/DESHA
 DK0991  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0991
 DK0991                         *CURRENT SURVEY CONTROL
 DK0991  ___________________________________________________________________
 DK0991* NAD 83(1986)-  33 33 32.     (N)    091 25 14.     (W)     SCALED    
 DK0991* NAVD 88     -        41.821  (meters)     137.21   (feet)  ADJUSTED  
 DK0991  ___________________________________________________________________
 DK0991  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DK0991  DYNAMIC HT  -          41.777 (meters)     137.06  (feet)  COMP
 DK0991  MODELED GRAV-     979,602.3   (mgal)                       NAVD 88
 DK0991
 DK0991  VERT ORDER  -  FIRST     CLASS II
 DK0991
 DK0991.The horizontal coordinates were scaled from a topographic map and have
 DK0991.an estimated accuracy of +/- 6 seconds.
 DK0991
 DK0991.The orthometric height was determined by differential leveling
 DK0991.and adjusted by the National Geodetic Survey in June 1991..
 DK0991
 DK0991.The geoid height was determined by GEOID03.
 DK0991
 DK0991.The dynamic height is computed by dividing the NAVD 88
 DK0991.geopotential number by the normal gravity value computed on the
 DK0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0991.degrees latitude (g = 980.6199 gals.).
 DK0991
 DK0991.The modeled gravity was interpolated from observed gravity values.
 DK0991
 DK0991;                    North         East    Units  Estimated Accuracy
 DK0991;SPC AR S     -   499,110.      453,800.      MT  (+/- 180 meters Scaled)
 DK0991
 DK0991                          SUPERSEDED SURVEY CONTROL
 DK0991
 DK0991  NGVD 29 (??/??/??)   41.936  (m)          137.59   (f) ADJUSTED    1 2
 DK0991
 DK0991.Superseded values are not recommended for survey control.
 DK0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0991.See file dsdata.txt to determine how the superseded data were derived.
 DK0991
 DK0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT466143(NAD 83)
 DK0991_MARKER: DB = BENCH MARK DISK
 DK0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0991_STAMPING: D 243 1939
 DK0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0991+STABILITY: SURFACE MOTION
 DK0991
 DK0991  HISTORY     - Date     Condition        Report By
 DK0991  HISTORY     - 1939     MONUMENTED       CGS
 DK0991
 DK0991                          STATION DESCRIPTION
 DK0991
 DK0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0991'2.0 MI S FROM MASONVILLE.
 DK0991'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED ON THE EAST
 DK0991'R/W OF THE MO. PAC. R.R.  BETWEEN THE TRACKS AND THE HWY NO. 165.  IN
 DK0991'TELEPHONE POLE LINE, 46 FEET NE OF THE STATION SIGN.  31 FEET EAST OF
 DK0991'THE EAST RAIL.  54 FEET WEST OF THE CENTER LINE OF HWY NO. 165.  AT
 DK0991'MILE POST 413 - 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0881 ***********************************************************************
 EJ0881  DESIGNATION -  D 244
 EJ0881  PID         -  EJ0881
 EJ0881  STATE/COUNTY-  AR/SALINE
 EJ0881  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0881
 EJ0881                         *CURRENT SURVEY CONTROL
 EJ0881  ___________________________________________________________________
 EJ0881* NAD 83(1986)-  34 43 10.     (N)    092 43 01.     (W)     SCALED    
 EJ0881* NAVD 88     -       155.447  (meters)     510.00   (feet)  ADJUSTED  
 EJ0881  ___________________________________________________________________
 EJ0881  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EJ0881  DYNAMIC HT  -         155.298 (meters)     509.51  (feet)  COMP
 EJ0881  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 EJ0881
 EJ0881  VERT ORDER  -  SECOND    CLASS 0
 EJ0881
 EJ0881.The horizontal coordinates were scaled from a topographic map and have
 EJ0881.an estimated accuracy of +/- 6 seconds.
 EJ0881
 EJ0881.The orthometric height was determined by differential leveling
 EJ0881.and adjusted by the National Geodetic Survey in June 1991..
 EJ0881
 EJ0881.The geoid height was determined by GEOID03.
 EJ0881
 EJ0881.The dynamic height is computed by dividing the NAVD 88
 EJ0881.geopotential number by the normal gravity value computed on the
 EJ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0881.degrees latitude (g = 980.6199 gals.).
 EJ0881
 EJ0881.The modeled gravity was interpolated from observed gravity values.
 EJ0881
 EJ0881;                    North         East    Units  Estimated Accuracy
 EJ0881;SPC AR S     -   627,920.      334,330.      MT  (+/- 180 meters Scaled)
 EJ0881
 EJ0881                          SUPERSEDED SURVEY CONTROL
 EJ0881
 EJ0881  NGVD 29 (??/??/92)  155.469  (m)          510.07   (f) ADJ UNCH    2 0
 EJ0881
 EJ0881.Superseded values are not recommended for survey control.
 EJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0881.See file dsdata.txt to determine how the superseded data were derived.
 EJ0881
 EJ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU259419(NAD 83)
 EJ0881_MARKER: DB = BENCH MARK DISK
 EJ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0881_STAMPING: D 244 1939
 EJ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0881+STABILITY: SURFACE MOTION
 EJ0881
 EJ0881  HISTORY     - Date     Condition        Report By
 EJ0881  HISTORY     - 1939     MONUMENTED       CGS
 EJ0881
 EJ0881                          STATION DESCRIPTION
 EJ0881
 EJ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0881'3.0 NI NW FROM BLAND.
 EJ0881'3.0 MILES NORTHWEST ALONG THE GRADED ROAD LEADING TO THE JUNCTION OF
 EJ0881'STATE HIGHWAY 9 FROM THE INTERSECTION OF THE FERNDALE ROAD AT BLAND,
 EJ0881'SALINE COUNTY, 0.2 MILE SOUTH OF A FARM ROAD LEADING EAST, 0.1 MILE
 EJ0881'SOUTH OF A CONCRETE CULVERT, AT THE FIRST SHARP CURVE TO THE LEFT
 EJ0881'AFTER STARTING UPGRADE WHEN GOING SOUTHEAST, 37 FEET WEST OF THE
 EJ0881'CENTERLINE OF THE ROAD, AND 8.7 FEET NORTHWEST OF TWO 6-INCH PERSIMMON
 EJ0881'TREES (THE NORTH ONE OF THE TWO HAS A TRIANGULAR BLAZE ON THE EAST
 EJ0881'SIDE 4 FEET ABOVE THE GROUND).  A STANDARD DISK, STAMPED D 244 1939
 EJ0881'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0549 ***********************************************************************
 FG0549  DESIGNATION -  D 245
 FG0549  PID         -  FG0549
 FG0549  STATE/COUNTY-  AR/VAN BUREN
 FG0549  USGS QUAD   -  SCOTLAND (1965)
 FG0549
 FG0549                         *CURRENT SURVEY CONTROL
 FG0549  ___________________________________________________________________
 FG0549* NAD 83(1997)-  35 36 54.39670(N)    092 30 49.94676(W)     ADJUSTED  
 FG0549* NAVD 88     -       459.378  (meters)    1507.14   (feet)  ADJUSTED  
 FG0549  ___________________________________________________________________
 FG0549  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FG0549  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0549  DYNAMIC HT  -         458.939 (meters)    1505.70  (feet)  COMP
 FG0549  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 FG0549
 FG0549  HORZ ORDER  -  THIRD
 FG0549  VERT ORDER  -  SECOND    CLASS 0
 FG0549
 FG0549.The horizontal coordinates were established by classical geodetic methods
 FG0549.and adjusted by the National Geodetic Survey in September 1999..
 FG0549.No horizontal observational check was made to the station.
 FG0549
 FG0549.The orthometric height was determined by differential leveling
 FG0549.and adjusted by the National Geodetic Survey in June 1991..
 FG0549
 FG0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0549
 FG0549.The geoid height was determined by GEOID03.
 FG0549
 FG0549.The dynamic height is computed by dividing the NAVD 88
 FG0549.geopotential number by the normal gravity value computed on the
 FG0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0549.degrees latitude (g = 980.6199 gals.).
 FG0549
 FG0549.The modeled gravity was interpolated from observed gravity values.
 FG0549
 FG0549;                    North         East     Units Scale Factor Converg.
 FG0549;SPC AR N     -   142,323.780   353,446.313   MT  0.99993608   -0 17 56.5
 FG0549;SPC AR N     -   466,940.60  1,159,598.45   sFT  0.99993608   -0 17 56.5
 FG0549;UTM  15      - 3,941,368.681   544,025.448   MT  0.99962388   +0 16 59.1
 FG0549
 FG0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0549!SPC AR N     -   0.99993228  x   0.99993608  =   0.99986836
 FG0549!UTM  15      -   0.99993228  x   0.99962388  =   0.99955618
 FG0549
 FG0549                          SUPERSEDED SURVEY CONTROL
 FG0549
 FG0549  NAD 83(1986)-  35 36 54.40924(N)    092 30 49.94507(W) AD(       ) 3
 FG0549  NAD 27      -  35 36 54.13200(N)    092 30 49.36800(W) AD(       ) 3
 FG0549  NGVD 29 (??/??/92)  459.284  (m)         1506.83   (f) ADJ UNCH    2 0
 FG0549
 FG0549.Superseded values are not recommended for survey control.
 FG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0549.See file dsdata.txt to determine how the superseded data were derived.
 FG0549
 FG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4402541369(NAD 83)
 FG0549_MARKER: DB = BENCH MARK DISK
 FG0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0549_STAMPING: D 245 1939
 FG0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0549+STABILITY: SURFACE MOTION
 FG0549
 FG0549  HISTORY     - Date     Condition        Report By
 FG0549  HISTORY     - 1954     MONUMENTED       CGS
 FG0549  HISTORY     - 1954     GOOD             NGS
 FG0549  HISTORY     - 1973     POOR             USGS
 FG0549
 FG0549                          STATION DESCRIPTION
 FG0549
 FG0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FG0549'SEE STATION EVANS
 FG0549
 FG0549                          STATION RECOVERY (1954)
 FG0549
 FG0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 FG0549'4.7 MI NW FROM CLINTON.
 FG0549'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 FG0549'CLINTON, VAN BUREN COUNTY, 200 YARDS EAST OF THE TOP OF A HILL, 300
 FG0549'FEET NORTHEAST OF THE ED HOUSE FARMHOUSE, 67 FEET SOUTH OF THE
 FG0549'CENTERLINE OF THE HIGHWAY, 18 FEET WEST OF THE CENTERLINE OF A FARM
 FG0549'ROAD LEADING SOUTH, AND 2 FEET NORTH OF THE NORTHEAST CORNER OF A
 FG0549'FENCE.  A STANDARD DISK, STAMPED D 245 1939 AND SET IN THE TOP OF A
 FG0549'CONCRETE POST.  NOTE-- BM HAS BEEN HIT AND CRACKED, BUT STILL IN TACT
 FG0549'AND CAN BE USED.
 FG0549
 FG0549                          STATION RECOVERY (1973)
 FG0549
 FG0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FG0549'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1143 ***********************************************************************
 FF1143  DESIGNATION -  D 246
 FF1143  PID         -  FF1143
 FF1143  STATE/COUNTY-  AR/JACKSON
 FF1143  USGS QUAD   -  AUVERGNE (1981)
 FF1143
 FF1143                         *CURRENT SURVEY CONTROL
 FF1143  ___________________________________________________________________
 FF1143* NAD 83(1986)-  35 33 48.     (N)    091 08 35.     (W)     SCALED    
 FF1143* NAVD 88     -        66.483  (meters)     218.12   (feet)  ADJUSTED  
 FF1143  ___________________________________________________________________
 FF1143  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF1143  DYNAMIC HT  -          66.425 (meters)     217.93  (feet)  COMP
 FF1143  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 FF1143
 FF1143  VERT ORDER  -  SECOND    CLASS 0
 FF1143
 FF1143.The horizontal coordinates were scaled from a topographic map and have
 FF1143.an estimated accuracy of +/- 6 seconds.
 FF1143
 FF1143.The orthometric height was determined by differential leveling
 FF1143.and adjusted by the National Geodetic Survey in June 1991..
 FF1143
 FF1143.The geoid height was determined by GEOID03.
 FF1143
 FF1143.The dynamic height is computed by dividing the NAVD 88
 FF1143.geopotential number by the normal gravity value computed on the
 FF1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1143.degrees latitude (g = 980.6199 gals.).
 FF1143
 FF1143.The modeled gravity was interpolated from observed gravity values.
 FF1143
 FF1143;                    North         East    Units  Estimated Accuracy
 FF1143;SPC AR N     -   136,800.      477,680.      MT  (+/- 180 meters Scaled)
 FF1143
 FF1143                          SUPERSEDED SURVEY CONTROL
 FF1143
 FF1143  NGVD 29 (??/??/??)   66.418  (m)          217.91   (f) ADJUSTED    2 0
 FF1143
 FF1143.Superseded values are not recommended for survey control.
 FF1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1143.See file dsdata.txt to determine how the superseded data were derived.
 FF1143
 FF1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV682371(NAD 83)
 FF1143_MARKER: DB = BENCH MARK DISK
 FF1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1143_STAMPING: D 246 1938
 FF1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1143+STABILITY: SURFACE MOTION
 FF1143
 FF1143  HISTORY     - Date     Condition        Report By
 FF1143  HISTORY     - 1938     MONUMENTED       CGS
 FF1143  HISTORY     - 1965     MARK NOT FOUND   USGS
 FF1143
 FF1143                          STATION DESCRIPTION
 FF1143
 FF1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1143'1.9 MI W FROM AMAGON.
 FF1143'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FF1143'AT AMAGON, JACKSON COUNTY, ABOUT 360 FEET WEST OF THE WEST END
 FF1143'OF THE BRIDGE OVER CACHE RIVER, AND 49 FEET NORTH OF THE CENTER
 FF1143'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 246 1938 AND
 FF1143'SET IN THE TOP OF A CONCRETE POST.
 FF1143
 FF1143                          STATION RECOVERY (1965)
 FF1143
 FF1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FF1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0036 ***********************************************************************
 DL0036  DESIGNATION -  D 247
 DL0036  PID         -  DL0036
 DL0036  STATE/COUNTY-  AR/CALHOUN
 DL0036  USGS QUAD   -  BANKS (1985)
 DL0036
 DL0036                         *CURRENT SURVEY CONTROL
 DL0036  ___________________________________________________________________
 DL0036* NAD 83(1986)-  33 33 40.     (N)    092 21 32.     (W)     SCALED    
 DL0036* NAVD 88     -        61.886  (meters)     203.04   (feet)  ADJUSTED  
 DL0036  ___________________________________________________________________
 DL0036  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DL0036  DYNAMIC HT  -          61.822 (meters)     202.83  (feet)  COMP
 DL0036  MODELED GRAV-     979,600.9   (mgal)                       NAVD 88
 DL0036
 DL0036  VERT ORDER  -  SECOND    CLASS 0
 DL0036
 DL0036.The horizontal coordinates were scaled from a topographic map and have
 DL0036.an estimated accuracy of +/- 6 seconds.
 DL0036
 DL0036.The orthometric height was determined by differential leveling
 DL0036.and adjusted by the National Geodetic Survey in June 1991..
 DL0036
 DL0036.The geoid height was determined by GEOID03.
 DL0036
 DL0036.The dynamic height is computed by dividing the NAVD 88
 DL0036.geopotential number by the normal gravity value computed on the
 DL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0036.degrees latitude (g = 980.6199 gals.).
 DL0036
 DL0036.The modeled gravity was interpolated from observed gravity values.
 DL0036
 DL0036;                    North         East    Units  Estimated Accuracy
 DL0036;SPC AR S     -   499,260.      366,680.      MT  (+/- 180 meters Scaled)
 DL0036
 DL0036                          SUPERSEDED SURVEY CONTROL
 DL0036
 DL0036  NGVD 29 (??/??/92)   61.442  (m)          201.58   (f) ADJ UNCH    2 0
 DL0036
 DL0036.Superseded values are not recommended for survey control.
 DL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0036.See file dsdata.txt to determine how the superseded data were derived.
 DL0036
 DL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT595136(NAD 83)
 DL0036_MARKER: DB = BENCH MARK DISK
 DL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0036+STABILITY: SURFACE MOTION
 DL0036
 DL0036  HISTORY     - Date     Condition        Report By
 DL0036  HISTORY     - UNK      MONUMENTED       CGS
 DL0036  HISTORY     - 1938     GOOD             NGS
 DL0036  HISTORY     - 1964     GOOD             NGS
 DL0036
 DL0036                          STATION DESCRIPTION
 DL0036
 DL0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 DL0036'3.1 MI S FROM TINSMAN.
 DL0036'3.1 MILES SOUTH OF TINSMAN STATION 0.20 MILE SOUTH OF MILE POST 69
 DL0036'ABOUT 225 YARDS SOUTHEAST OF SOUTHEAST CORNER OF AN UNPAINTED FARM
 DL0036'HOUSE.  82 FEET SOUTH OF A TRAIL CROSSING TRACK TO HOUSE.  36 FEET
 DL0036'EAST OF EAST RAIL 3 FEET SOUTHWEST OF TELEGRAPH POLE.  DIRECTLY ACROSS
 DL0036'TRACK FROM POLE 69/7.  NOTE-- MARK IS 6 POLES N OF RD CROSSING, 6 2/3
 DL0036'POLES SOUTH OF MP 69.
 DL0036
 DL0036                          STATION RECOVERY (1964)
 DL0036
 DL0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0693 ***********************************************************************
 FG0693  DESIGNATION -  D 248
 FG0693  PID         -  FG0693
 FG0693  STATE/COUNTY-  AR/VAN BUREN
 FG0693  USGS QUAD   -  REX (1965)
 FG0693
 FG0693                         *CURRENT SURVEY CONTROL
 FG0693  ___________________________________________________________________
 FG0693* NAD 83(1986)-  35 36 37.     (N)    092 39 08.     (W)     SCALED    
 FG0693* NAVD 88     -       399.536  (meters)    1310.81   (feet)  ADJUSTED  
 FG0693  ___________________________________________________________________
 FG0693  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FG0693  DYNAMIC HT  -         399.154 (meters)    1309.56  (feet)  COMP
 FG0693  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 FG0693
 FG0693  VERT ORDER  -  SECOND    CLASS 0
 FG0693
 FG0693.The horizontal coordinates were scaled from a topographic map and have
 FG0693.an estimated accuracy of +/- 6 seconds.
 FG0693
 FG0693.The orthometric height was determined by differential leveling
 FG0693.and adjusted by the National Geodetic Survey in June 1991..
 FG0693
 FG0693.The geoid height was determined by GEOID03.
 FG0693
 FG0693.The dynamic height is computed by dividing the NAVD 88
 FG0693.geopotential number by the normal gravity value computed on the
 FG0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0693.degrees latitude (g = 980.6199 gals.).
 FG0693
 FG0693.The modeled gravity was interpolated from observed gravity values.
 FG0693
 FG0693;                    North         East    Units  Estimated Accuracy
 FG0693;SPC AR N     -   141,860.      340,910.      MT  (+/- 180 meters Scaled)
 FG0693
 FG0693                          SUPERSEDED SURVEY CONTROL
 FG0693
 FG0693  NGVD 29 (??/??/92)  399.466  (m)         1310.58   (f) ADJ UNCH    2 0
 FG0693
 FG0693.Superseded values are not recommended for survey control.
 FG0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0693.See file dsdata.txt to determine how the superseded data were derived.
 FG0693
 FG0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV314407(NAD 83)
 FG0693_MARKER: DB = BENCH MARK DISK
 FG0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0693_STAMPING: D 248 1939
 FG0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0693+STABILITY: SURFACE MOTION
 FG0693
 FG0693  HISTORY     - Date     Condition        Report By
 FG0693  HISTORY     - 1939     MONUMENTED       CGS
 FG0693
 FG0693                          STATION DESCRIPTION
 FG0693
 FG0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0693'8.8 MI N FROM SCOTLAND.
 FG0693'8.8 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0693'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 0.2 MILE NORTHWEST OF THE M.
 FG0693'B. BRUCE FARMHOUSE, 80 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 FG0693'MEADOW, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 14 FEET NORTH
 FG0693'OF A 10-INCH BLAZED PINE TREE.  A STANDARD DISK, STAMPED D 248 1939
 FG0693'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1166 ***********************************************************************
 FG1166  DESIGNATION -  D 25
 FG1166  PID         -  FG1166
 FG1166  STATE/COUNTY-  AR/YELL
 FG1166  USGS QUAD   -  OLA (1972)
 FG1166
 FG1166                         *CURRENT SURVEY CONTROL
 FG1166  ___________________________________________________________________
 FG1166* NAD 83(1986)-  35 01 59.     (N)    093 13 04.     (W)     SCALED    
 FG1166* NAVD 88     -       108.632  (meters)     356.40   (feet)  ADJUSTED  
 FG1166  ___________________________________________________________________
 FG1166  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1166  DYNAMIC HT  -         108.527 (meters)     356.06  (feet)  COMP
 FG1166  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 FG1166
 FG1166  VERT ORDER  -  SECOND    CLASS 0
 FG1166
 FG1166.The horizontal coordinates were scaled from a topographic map and have
 FG1166.an estimated accuracy of +/- 6 seconds.
 FG1166
 FG1166.The orthometric height was determined by differential leveling
 FG1166.and adjusted by the National Geodetic Survey in June 1991..
 FG1166
 FG1166.The geoid height was determined by GEOID03.
 FG1166
 FG1166.The dynamic height is computed by dividing the NAVD 88
 FG1166.geopotential number by the normal gravity value computed on the
 FG1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1166.degrees latitude (g = 980.6199 gals.).
 FG1166
 FG1166.The modeled gravity was interpolated from observed gravity values.
 FG1166
 FG1166;                    North         East    Units  Estimated Accuracy
 FG1166;SPC AR N     -    78,320.      288,880.      MT  (+/- 180 meters Scaled)
 FG1166
 FG1166                          SUPERSEDED SURVEY CONTROL
 FG1166
 FG1166  NGVD 29 (??/??/92)  108.601  (m)          356.30   (f) ADJ UNCH    2 0
 FG1166
 FG1166.Superseded values are not recommended for survey control.
 FG1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1166.See file dsdata.txt to determine how the superseded data were derived.
 FG1166
 FG1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU801767(NAD 83)
 FG1166_MARKER: DB = BENCH MARK DISK
 FG1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1166_SP_SET: CRANE BASE
 FG1166_STAMPING: D-25 1932
 FG1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1166
 FG1166  HISTORY     - Date     Condition        Report By
 FG1166  HISTORY     - 1932     MONUMENTED       CGS
 FG1166  HISTORY     - 1935     GOOD             NGS
 FG1166  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG1166
 FG1166                          STATION DESCRIPTION
 FG1166
 FG1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1166'IN OLA.
 FG1166'IN THE TOWN OF OLA, AT CHICAGO, ROCK ISLAND AND PACIFIC RY. STATION.
 FG1166'260 FEET EAST OF EAST END OF STATION BUILDING.  10.8 FEET SOUTH OF
 FG1166'CENTERLINE OF MAIN LINE TRACK OF C.R. I. AND P.RY. TRACK.  BRONZE
 FG1166'TABLET SET HORIZONTALLY IN TOP OF SOUTHEAST CORNER OF CONCRETE BASE TO
 FG1166'RAILWAY OIL CRANE.
 FG1166
 FG1166                          STATION RECOVERY (1972)
 FG1166
 FG1166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0080 ***********************************************************************
 FG0080  DESIGNATION -  D 25 RESET
 FG0080  PID         -  FG0080
 FG0080  STATE/COUNTY-  AR/VAN BUREN
 FG0080  USGS QUAD   -  OLD LEXINGTON (1973)
 FG0080
 FG0080                         *CURRENT SURVEY CONTROL
 FG0080  ___________________________________________________________________
 FG0080* NAD 83(1986)-  35 40 06.     (N)    092 28 47.     (W)     SCALED    
 FG0080* NAVD 88     -       428.03   (meters)    1404.3    (feet)  RESET     
 FG0080  ___________________________________________________________________
 FG0080  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG0080
 FG0080  VERT ORDER  -  THIRD
 FG0080
 FG0080.The horizontal coordinates were scaled from a topographic map and have
 FG0080.an estimated accuracy of +/- 6 seconds.
 FG0080
 FG0080.The orthometric height was computed from unverified reset data.
 FG0080
 FG0080.The geoid height was determined by GEOID03.
 FG0080
 FG0080;                    North         East    Units  Estimated Accuracy
 FG0080;SPC AR N     -   148,210.      356,570.      MT  (+/- 180 meters Scaled)
 FG0080
 FG0080                          SUPERSEDED SURVEY CONTROL
 FG0080
 FG0080.No superseded survey control is available for this station.
 FG0080
 FG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV470472(NAD 83)
 FG0080_MARKER: DB = BENCH MARK DISK
 FG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0080_STAMPING: D 25 RESET 1963
 FG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0080+STABILITY: SURFACE MOTION
 FG0080
 FG0080  HISTORY     - Date     Condition        Report By
 FG0080  HISTORY     - 1963     MONUMENTED       CGS
 FG0080
 FG0080                          STATION DESCRIPTION
 FG0080
 FG0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FG0080'6.20 MI NW FROM CLINTON.
 FG0080'THIS MARK IS LOCATED 6.20 MILES NORTHWEST ALONG U.S. HIGHWAY 65 FROM
 FG0080'ITS JUNCTION WITH U.S. HIGHWAY 95 AT CLINTON, 0.15 MILE SOUTH OF A
 FG0080'ROADSIDE PARK ON THE TOP OF THE HILL, 64 FEET EAST OF THE CENTERLINE
 FG0080'OF THE HIGHWAY, 156 FEET SOUTH OF THE EAST HEADWALL OF A 24-INCH
 FG0080'CONCRETE CULVERT, 147 FEET NORTH OF THE CENTER OF THE EAST HEADWALL OF
 FG0080'A 24-INCH CULVERT, 15 FEET SOUTH OF A TRIPE TRUNKED OAK TREE, 1 FOOT
 FG0080'NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A 6-INCH
 FG0080'SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1590 ***********************************************************************
 EH1590  DESIGNATION -  D 250
 EH1590  PID         -  EH1590
 EH1590  STATE/COUNTY-  AR/JEFFERSON
 EH1590  USGS QUAD   -  MOSCOW (1971)
 EH1590
 EH1590                         *CURRENT SURVEY CONTROL
 EH1590  ___________________________________________________________________
 EH1590* NAD 83(1986)-  34 09 51.     (N)    091 45 25.     (W)     SCALED    
 EH1590* NAVD 88     -        59.904  (meters)     196.53   (feet)  ADJUSTED  
 EH1590  ___________________________________________________________________
 EH1590  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH1590  DYNAMIC HT  -          59.845 (meters)     196.34  (feet)  COMP
 EH1590  MODELED GRAV-     979,661.8   (mgal)                       NAVD 88
 EH1590
 EH1590  VERT ORDER  -  SECOND    CLASS 0
 EH1590
 EH1590.The horizontal coordinates were scaled from a topographic map and have
 EH1590.an estimated accuracy of +/- 6 seconds.
 EH1590
 EH1590.The orthometric height was determined by differential leveling
 EH1590.and adjusted by the National Geodetic Survey in June 1991..
 EH1590
 EH1590.The geoid height was determined by GEOID03.
 EH1590
 EH1590.The dynamic height is computed by dividing the NAVD 88
 EH1590.geopotential number by the normal gravity value computed on the
 EH1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1590.degrees latitude (g = 980.6199 gals.).
 EH1590
 EH1590.The modeled gravity was interpolated from observed gravity values.
 EH1590
 EH1590;                    North         East    Units  Estimated Accuracy
 EH1590;SPC AR S     -   566,120.      422,410.      MT  (+/- 180 meters Scaled)
 EH1590
 EH1590                          SUPERSEDED SURVEY CONTROL
 EH1590
 EH1590  NGVD 29 (??/??/??)   59.989  (m)          196.81   (f) ADJUSTED    2 0
 EH1590
 EH1590.Superseded values are not recommended for survey control.
 EH1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1590.See file dsdata.txt to determine how the superseded data were derived.
 EH1590
 EH1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT145810(NAD 83)
 EH1590_MARKER: DB = BENCH MARK DISK
 EH1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1590_STAMPING: D 250 1940
 EH1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1590+STABILITY: SURFACE MOTION
 EH1590
 EH1590  HISTORY     - Date     Condition        Report By
 EH1590  HISTORY     - 1940     MONUMENTED       CGS
 EH1590  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1590
 EH1590                          STATION DESCRIPTION
 EH1590
 EH1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1590'3.4 MI NE FROM MOSCOW.
 EH1590'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT MOSCOW, PROCEED
 EH1590'NORTHWARD TO INTERSECTION OF U. S. HIGHWAY NO. 65 AND GRAVELED ROAD
 EH1590'TOWARDS LEVEE, GO 0.9 MILE.  TURN RIGHT (NORTHEAST) ONTO GRAVELED
 EH1590'ROAD, GO 2.5 MILES.  BENCH MARK IS ON OUTSIDE OF CURVE IN GRAVELED
 EH1590'ROAD AT THE FOOT OF LEVEE.  2 FEET INSIDE (WEST) OF FENCE.  45 FEET
 EH1590'NORTH OF EAST AND WEST TANGENT OF CURVE.  12 FEET EAST OF THE NORTH
 EH1590'AND SOUTH TANGENT OF CURVE.  A 4 X 4 INCH CYPRESS POST PAINTED WHITE
 EH1590'PROJECTING 18 INCHES IS 4 FEET AT 30 DEG MAGNETIC FROM THE BENCH MARK.
 EH1590
 EH1590                          STATION RECOVERY (1964)
 EH1590
 EH1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1716 ***********************************************************************
 EH1716  DESIGNATION -  D 251
 EH1716  PID         -  EH1716
 EH1716  STATE/COUNTY-  AR/JEFFERSON
 EH1716  USGS QUAD   -  REYDELL (1975)
 EH1716
 EH1716                         *CURRENT SURVEY CONTROL
 EH1716  ___________________________________________________________________
 EH1716* NAD 83(1986)-  34 08 53.     (N)    091 35 04.     (W)     SCALED    
 EH1716* NAVD 88     -        55.923  (meters)     183.47   (feet)  ADJUSTED  
 EH1716  ___________________________________________________________________
 EH1716  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1716  DYNAMIC HT  -          55.868 (meters)     183.29  (feet)  COMP
 EH1716  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 EH1716
 EH1716  VERT ORDER  -  SECOND    CLASS 0
 EH1716
 EH1716.The horizontal coordinates were scaled from a topographic map and have
 EH1716.an estimated accuracy of +/- 6 seconds.
 EH1716
 EH1716.The orthometric height was determined by differential leveling
 EH1716.and adjusted by the National Geodetic Survey in August 1993..
 EH1716
 EH1716.The geoid height was determined by GEOID03.
 EH1716
 EH1716.The dynamic height is computed by dividing the NAVD 88
 EH1716.geopotential number by the normal gravity value computed on the
 EH1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1716.degrees latitude (g = 980.6199 gals.).
 EH1716
 EH1716.The modeled gravity was interpolated from observed gravity values.
 EH1716
 EH1716;                    North         East    Units  Estimated Accuracy
 EH1716;SPC AR S     -   564,380.      438,320.      MT  (+/- 180 meters Scaled)
 EH1716
 EH1716                          SUPERSEDED SURVEY CONTROL
 EH1716
 EH1716  NAVD 88 (06/15/91)   55.962  (m)          183.60   (f) UNKNOWN     2 0
 EH1716  NGVD 29 (??/??/??)   56.002  (m)          183.73   (f) ADJUSTED    2 0
 EH1716
 EH1716.Superseded values are not recommended for survey control.
 EH1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1716.See file dsdata.txt to determine how the superseded data were derived.
 EH1716
 EH1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT305794(NAD 83)
 EH1716_MARKER: DB = BENCH MARK DISK
 EH1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1716_STAMPING: D 251 1940
 EH1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1716+STABILITY: SURFACE MOTION
 EH1716
 EH1716  HISTORY     - Date     Condition        Report By
 EH1716  HISTORY     - 1940     MONUMENTED       CGS
 EH1716  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1716
 EH1716                          STATION DESCRIPTION
 EH1716
 EH1716'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1716'1.2 MI S FROM REYDEL.
 EH1716'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM REYDEL, JEFFERSON COUNTY,
 EH1716'0.3 MILE WEST ALONG A DIRT ROAD LEADING TO THE LITTLE BAYOU METO
 EH1716'FLOODGATE, ACROSS A BRIDGE OVER THE BAYOU, 0.9 MILE ALONG THE LITTLE
 EH1716'ROAD AT THE FOOT OF THE LEVEE, IN A WOODS, 55 FEET NORTHEAST OF THE
 EH1716'TOE OF THE LEVEE, 42 FEET NORTHEAST OF THE EDGE OF THE WOODS, 3.5 FEET
 EH1716'SOUTHWEST OF A 4-BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE
 EH1716'GROUND.  A STANDARD DISK, STAMPED D 251 1940 AND SET IN THE TOP OF A
 EH1716'CONCRETE POST PROJECTING ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0605 ***********************************************************************
 EJ0605  DESIGNATION -  D 252
 EJ0605  PID         -  EJ0605
 EJ0605  STATE/COUNTY-  AR/JEFFERSON
 EJ0605  USGS QUAD   -  WRIGHT (1975)
 EJ0605
 EJ0605                         *CURRENT SURVEY CONTROL
 EJ0605  ___________________________________________________________________
 EJ0605* NAD 83(1986)-  34 28 32.     (N)    092 03 59.     (W)     SCALED    
 EJ0605* NAVD 88     -        68.862  (meters)     225.92   (feet)  ADJUSTED  
 EJ0605  ___________________________________________________________________
 EJ0605  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EJ0605  DYNAMIC HT  -          68.797 (meters)     225.71  (feet)  COMP
 EJ0605  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 EJ0605
 EJ0605  VERT ORDER  -  SECOND    CLASS 0
 EJ0605
 EJ0605.The horizontal coordinates were scaled from a topographic map and have
 EJ0605.an estimated accuracy of +/- 6 seconds.
 EJ0605
 EJ0605.The orthometric height was determined by differential leveling
 EJ0605.and adjusted by the National Geodetic Survey in June 1991..
 EJ0605
 EJ0605.The geoid height was determined by GEOID03.
 EJ0605
 EJ0605.The dynamic height is computed by dividing the NAVD 88
 EJ0605.geopotential number by the normal gravity value computed on the
 EJ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0605.degrees latitude (g = 980.6199 gals.).
 EJ0605
 EJ0605.The modeled gravity was interpolated from observed gravity values.
 EJ0605
 EJ0605;                    North         East    Units  Estimated Accuracy
 EJ0605;SPC AR S     -   600,630.      393,900.      MT  (+/- 180 meters Scaled)
 EJ0605
 EJ0605                          SUPERSEDED SURVEY CONTROL
 EJ0605
 EJ0605  NGVD 29 (??/??/92)   68.896  (m)          226.04   (f) ADJ UNCH    2 0
 EJ0605
 EJ0605.Superseded values are not recommended for survey control.
 EJ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0605.See file dsdata.txt to determine how the superseded data were derived.
 EJ0605
 EJ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU857152(NAD 83)
 EJ0605_MARKER: DB = BENCH MARK DISK
 EJ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0605_STAMPING: D 252 1940
 EJ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0605+STABILITY: SURFACE MOTION
 EJ0605
 EJ0605  HISTORY     - Date     Condition        Report By
 EJ0605  HISTORY     - 1940     MONUMENTED       CGS
 EJ0605  HISTORY     - 20020501 MARK NOT FOUND   USACE
 EJ0605
 EJ0605                          STATION DESCRIPTION
 EJ0605
 EJ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0605'2.0 MI N FROM WRIGHT.
 EJ0605'2.0 MILES NORTH ALONG A GRAVEL COUNTY ROAD LEADING TO THE JESSE R.
 EJ0605'CORE COMMUNITY SCHOOL FROM THE POST OFFICE AT WRIGHT, JEFFERSON
 EJ0605'COUNTY, 1.3 MILES WEST ALONG A GRAVEL ROAD LEADING PAST THE CORE FARM
 EJ0605'HEADQUARTERS, 0.7 MILE NORTH ALONG A DIRT ROAD PARALLELING THE LEVEE,
 EJ0605'0.1 MILE WEST OF A RAMP LEADING UP THE SIDE OF THE LEVEE, 78 FEET
 EJ0605'NORTH OF THE CENTERLINE OF THE LEVEE, 16 FEET NORTHEAST OF A POLE, 9
 EJ0605'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTH OF A WIRE
 EJ0605'FENCE, AND 3 FEET WEST OF A 4 BY 4-INCH WHITE POST PROJECTING 2 FEET
 EJ0605'ABOVE GROUND.  A STANDARD DISK, STAMPED D 252 1940 AND SET IN THE TOP
 EJ0605'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 EJ0605
 EJ0605                          STATION RECOVERY (2002)
 EJ0605
 EJ0605'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EJ0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0199 ***********************************************************************
 EJ0199  DESIGNATION -  D 253
 EJ0199  PID         -  EJ0199
 EJ0199  STATE/COUNTY-  AR/PULASKI
 EJ0199  USGS QUAD   -  SWEET HOME (1986)
 EJ0199
 EJ0199                         *CURRENT SURVEY CONTROL
 EJ0199  ___________________________________________________________________
 EJ0199* NAD 83(1986)-  34 44 02.     (N)    092 09 51.     (W)     SCALED    
 EJ0199* NAVD 88     -        75.367  (meters)     247.27   (feet)  ADJUSTED  
 EJ0199  ___________________________________________________________________
 EJ0199  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0199  DYNAMIC HT  -          75.297 (meters)     247.04  (feet)  COMP
 EJ0199  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 EJ0199
 EJ0199  VERT ORDER  -  SECOND    CLASS 0
 EJ0199
 EJ0199.The horizontal coordinates were scaled from a topographic map and have
 EJ0199.an estimated accuracy of +/- 6 seconds.
 EJ0199
 EJ0199.The orthometric height was determined by differential leveling
 EJ0199.and adjusted by the National Geodetic Survey in June 1991..
 EJ0199
 EJ0199.The geoid height was determined by GEOID03.
 EJ0199
 EJ0199.The dynamic height is computed by dividing the NAVD 88
 EJ0199.geopotential number by the normal gravity value computed on the
 EJ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0199.degrees latitude (g = 980.6199 gals.).
 EJ0199
 EJ0199.The modeled gravity was interpolated from observed gravity values.
 EJ0199
 EJ0199;                    North         East    Units  Estimated Accuracy
 EJ0199;SPC AR S     -   629,300.      384,970.      MT  (+/- 180 meters Scaled)
 EJ0199
 EJ0199                          SUPERSEDED SURVEY CONTROL
 EJ0199
 EJ0199  NGVD 29 (??/??/92)   75.409  (m)          247.40   (f) ADJ UNCH    2 0
 EJ0199
 EJ0199.Superseded values are not recommended for survey control.
 EJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0199.See file dsdata.txt to determine how the superseded data were derived.
 EJ0199
 EJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU765438(NAD 83)
 EJ0199_MARKER: DB = BENCH MARK DISK
 EJ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0199_STAMPING: D 253 1940
 EJ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0199+STABILITY: SURFACE MOTION
 EJ0199
 EJ0199  HISTORY     - Date     Condition        Report By
 EJ0199  HISTORY     - 1940     MONUMENTED       CGS
 EJ0199  HISTORY     - 198505   MARK NOT FOUND   USGS
 EJ0199
 EJ0199                          STATION DESCRIPTION
 EJ0199
 EJ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0199'3.6 MI SE FROM ROSE CITY.
 EJ0199'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE JUNCTION WITH U.
 EJ0199'S. HIGHWAY 70 AT ROSE CITY, PULASKI COUNTY, NORTH ALONG A FARM ROAD,
 EJ0199'169 FEET SOUTH OF THE CENTER OF THE CROSSING OF THE ST. LOUIS
 EJ0199'SOUTHWESTERN RAILWAY, 4.6 FEET WEST OF THE 19TH POLE WEST OF MILEPOST
 EJ0199'292, 31.2 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET EAST
 EJ0199'OF A 4 BY 4-INCH WHITE POST PROJECTING 22 INCHES ABOVE GROUND.  A
 EJ0199'STANDARD DISK, STAMPED D 253 1940 AND SET IN THE TOP OF A CONCRETE
 EJ0199'POST PROJECTING 6 INCHES ABOVE GROUND.
 EJ0199
 EJ0199                          STATION RECOVERY (1985)
 EJ0199
 EJ0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1111 ***********************************************************************
 FG1111  DESIGNATION -  D 254
 FG1111  PID         -  FG1111
 FG1111  STATE/COUNTY-  AR/LOGAN
 FG1111  USGS QUAD   -  NEW BLAINE (1993)
 FG1111
 FG1111                         *CURRENT SURVEY CONTROL
 FG1111  ___________________________________________________________________
 FG1111* NAD 83(1986)-  35 20 47.     (N)    093 27 13.     (W)     SCALED    
 FG1111* NAVD 88     -       114.335  (meters)     375.11   (feet)  ADJUSTED  
 FG1111  ___________________________________________________________________
 FG1111  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FG1111  DYNAMIC HT  -         114.227 (meters)     374.76  (feet)  COMP
 FG1111  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 FG1111
 FG1111  VERT ORDER  -  SECOND    CLASS 0
 FG1111
 FG1111.The horizontal coordinates were scaled from a topographic map and have
 FG1111.an estimated accuracy of +/- 6 seconds.
 FG1111
 FG1111.The orthometric height was determined by differential leveling
 FG1111.and adjusted by the National Geodetic Survey in June 1991..
 FG1111
 FG1111.The geoid height was determined by GEOID03.
 FG1111
 FG1111.The dynamic height is computed by dividing the NAVD 88
 FG1111.geopotential number by the normal gravity value computed on the
 FG1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1111.degrees latitude (g = 980.6199 gals.).
 FG1111
 FG1111.The modeled gravity was interpolated from observed gravity values.
 FG1111
 FG1111;                    North         East    Units  Estimated Accuracy
 FG1111;SPC AR N     -   113,370.      267,880.      MT  (+/- 180 meters Scaled)
 FG1111
 FG1111                          SUPERSEDED SURVEY CONTROL
 FG1111
 FG1111  NGVD 29 (??/??/92)  114.308  (m)          375.03   (f) ADJ UNCH    2 0
 FG1111
 FG1111.Superseded values are not recommended for survey control.
 FG1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1111.See file dsdata.txt to determine how the superseded data were derived.
 FG1111
 FG1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV587115(NAD 83)
 FG1111_MARKER: DB = BENCH MARK DISK
 FG1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1111_STAMPING: D 254 1940
 FG1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1111+STABILITY: SURFACE MOTION
 FG1111
 FG1111  HISTORY     - Date     Condition        Report By
 FG1111  HISTORY     - 1940     MONUMENTED       CGS
 FG1111  HISTORY     - 1959     GOOD             NGS
 FG1111
 FG1111                          STATION DESCRIPTION
 FG1111
 FG1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1111'2.0 MI SE FROM DOUBLIN.
 FG1111'1.0 MILE EAST ALONG A DIRT ROAD FROM DOUBLIN, THENCE 1.0 MILE SOUTH
 FG1111'ALONG A ROAD.  AT THE INTERSECTION OF SECTION-LINE ROADS, 71 FEET
 FG1111'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 30 FEET EAST OF THE
 FG1111'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 5 FEET SOUTH-SOUTHEAST OF A
 FG1111'POWER POLE, 2.4 FEET NORTHEAST OF A FENCE CORNER, 1.2 FEET NORTH OF
 FG1111'THE EAST-AND WEST FENCE, AND 3.5 FEET WEST OF A WHITE WOODEN WITNESS
 FG1111'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0205 ***********************************************************************
 FH0205  DESIGNATION -  D 257
 FH0205  PID         -  FH0205
 FH0205  STATE/COUNTY-  AR/SEBASTIAN
 FH0205  USGS QUAD   -  BARLING (1987)
 FH0205
 FH0205                         *CURRENT SURVEY CONTROL
 FH0205  ___________________________________________________________________
 FH0205* NAD 83(1986)-  35 20 32.     (N)    094 19 25.     (W)     SCALED    
 FH0205* NAVD 88     -       123.321  (meters)     404.60   (feet)  ADJUSTED  
 FH0205  ___________________________________________________________________
 FH0205  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FH0205  DYNAMIC HT  -         123.204 (meters)     404.21  (feet)  COMP
 FH0205  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FH0205
 FH0205  VERT ORDER  -  SECOND    CLASS 0
 FH0205
 FH0205.The horizontal coordinates were scaled from a topographic map and have
 FH0205.an estimated accuracy of +/- 6 seconds.
 FH0205
 FH0205.The orthometric height was determined by differential leveling
 FH0205.and adjusted by the National Geodetic Survey in June 1991..
 FH0205
 FH0205.The geoid height was determined by GEOID03.
 FH0205
 FH0205.The dynamic height is computed by dividing the NAVD 88
 FH0205.geopotential number by the normal gravity value computed on the
 FH0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0205.degrees latitude (g = 980.6199 gals.).
 FH0205
 FH0205.The modeled gravity was interpolated from observed gravity values.
 FH0205
 FH0205;                    North         East    Units  Estimated Accuracy
 FH0205;SPC AR N     -   114,420.      188,800.      MT  (+/- 180 meters Scaled)
 FH0205
 FH0205                          SUPERSEDED SURVEY CONTROL
 FH0205
 FH0205  NGVD 29 (??/??/92)  123.221  (m)          404.27   (f) ADJ UNCH    2 0
 FH0205
 FH0205.Superseded values are not recommended for survey control.
 FH0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0205.See file dsdata.txt to determine how the superseded data were derived.
 FH0205
 FH0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV797117(NAD 83)
 FH0205_MARKER: DB = BENCH MARK DISK
 FH0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0205_SP_SET: BRIDGE
 FH0205_STAMPING: D 257 1940
 FH0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0205
 FH0205  HISTORY     - Date     Condition        Report By
 FH0205  HISTORY     - 1940     MONUMENTED       CGS
 FH0205  HISTORY     - 1959     GOOD             NGS
 FH0205  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0205
 FH0205                          STATION DESCRIPTION
 FH0205
 FH0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0205'1.8 MI NW FROM BARLING.
 FH0205'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE GRAMMAR SCHOOL
 FH0205'AT BARLING, AT A CONCRETE BRIDGE OVER BIG MASSARD CREEK, IN THE
 FH0205'TOP OF THE SOUTHEAST WING WALL, AND 16 FEET SOUTH OF THE CENTERLINE
 FH0205'OF THE HIGHWAY.  NOTE-- ARMY MAP SERVICE REPORTED IN JULY
 FH0205'1948-- THIS MARK IS ABOUT 3 MILES NORTHWEST OF CAMP CHAFFEE.  TO
 FH0205'REACH FROM THE MAIN GATE GO NORTHWEST ON STATE HIGHWAY 22 FOR
 FH0205'2.9 MILES TO A CONCRETE BRIDGE.  IT IS NOW STAMPED 404.268.
 FH0205
 FH0205                          STATION RECOVERY (1984)
 FH0205
 FH0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0205'NOT RECOVERED, THERE HAS BEEN A NEW BRIDGE BUILT AT THIS SITE, THE
 FH0205'MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0796 ***********************************************************************
 FH0796  DESIGNATION -  D 257 RESET
 FH0796  PID         -  FH0796
 FH0796  STATE/COUNTY-  AR/SEBASTIAN
 FH0796  USGS QUAD   -  BARLING (1987)
 FH0796
 FH0796                         *CURRENT SURVEY CONTROL
 FH0796  ___________________________________________________________________
 FH0796* NAD 83(1986)-  35 20 32.     (N)    094 19 26.     (W)     SCALED    
 FH0796* NAVD 88     -       123.319  (meters)     404.59   (feet)  ADJUSTED  
 FH0796  ___________________________________________________________________
 FH0796  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FH0796  DYNAMIC HT  -         123.203 (meters)     404.21  (feet)  COMP
 FH0796  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FH0796
 FH0796  VERT ORDER  -  FIRST     CLASS II
 FH0796
 FH0796.The horizontal coordinates were scaled from a topographic map and have
 FH0796.an estimated accuracy of +/- 6 seconds.
 FH0796
 FH0796.The orthometric height was determined by differential leveling
 FH0796.and adjusted by the National Geodetic Survey in June 1991..
 FH0796
 FH0796.The geoid height was determined by GEOID03.
 FH0796
 FH0796.The dynamic height is computed by dividing the NAVD 88
 FH0796.geopotential number by the normal gravity value computed on the
 FH0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0796.degrees latitude (g = 980.6199 gals.).
 FH0796
 FH0796.The modeled gravity was interpolated from observed gravity values.
 FH0796
 FH0796;                    North         East    Units  Estimated Accuracy
 FH0796;SPC AR N     -   114,420.      188,780.      MT  (+/- 180 meters Scaled)
 FH0796
 FH0796                          SUPERSEDED SURVEY CONTROL
 FH0796
 FH0796.No superseded survey control is available for this station.
 FH0796
 FH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV796117(NAD 83)
 FH0796_MARKER: DB = BENCH MARK DISK
 FH0796_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0796_SP_SET: BRIDGE WINGWALL
 FH0796_STAMPING: D 257 RESET 1975
 FH0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0796+STABILITY: SURFACE MOTION
 FH0796
 FH0796  HISTORY     - Date     Condition        Report By
 FH0796  HISTORY     - 1975     MONUMENTED       RBNF
 FH0796  HISTORY     - 1984     GOOD             NGS
 FH0796
 FH0796                          STATION DESCRIPTION
 FH0796
 FH0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0796'2.9 KM (1.8 MI) NW FROM BARLING.
 FH0796'2.7 KM (1.65 MI) NORTHWEST ALONG STATE ROUTE 22 FROM THE POST OFFICE
 FH0796'IN BARLING TO THE BRIDGE OVER THE MASSARD CREEK AND THE MARK, A DISK
 FH0796'SET IN THE SOUTHEAST WINGWALL OF THE BRIDGE.
 FH0796'THE MARK IS 0.30 M BELOW HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1146 ***********************************************************************
 DL1146  DESIGNATION -  D 258
 DL1146  PID         -  DL1146
 DL1146  STATE/COUNTY-  AR/MILLER
 DL1146  USGS QUAD   -  GARLAND (1975)
 DL1146
 DL1146                         *CURRENT SURVEY CONTROL
 DL1146  ___________________________________________________________________
 DL1146* NAD 83(1986)-  33 19 46.     (N)    093 41 37.     (W)     SCALED    
 DL1146* NAVD 88     -        68.750  (meters)     225.56   (feet)  ADJUSTED  
 DL1146  ___________________________________________________________________
 DL1146  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DL1146  DYNAMIC HT  -          68.677 (meters)     225.32  (feet)  COMP
 DL1146  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 DL1146
 DL1146  VERT ORDER  -  FIRST     CLASS I
 DL1146
 DL1146.The horizontal coordinates were scaled from a topographic map and have
 DL1146.an estimated accuracy of +/- 6 seconds.
 DL1146
 DL1146.The orthometric height was determined by differential leveling
 DL1146.and adjusted by the National Geodetic Survey in June 1991..
 DL1146
 DL1146.The geoid height was determined by GEOID03.
 DL1146
 DL1146.The dynamic height is computed by dividing the NAVD 88
 DL1146.geopotential number by the normal gravity value computed on the
 DL1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1146.degrees latitude (g = 980.6199 gals.).
 DL1146
 DL1146.The modeled gravity was interpolated from observed gravity values.
 DL1146
 DL1146;                    North         East    Units  Estimated Accuracy
 DL1146;SPC AR S     -   474,820.      242,330.      MT  (+/- 180 meters Scaled)
 DL1146
 DL1146                          SUPERSEDED SURVEY CONTROL
 DL1146
 DL1146  NGVD 29 (??/??/??)   68.781  (m)          225.66   (f) ADJUSTED    1 1
 DL1146
 DL1146.Superseded values are not recommended for survey control.
 DL1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1146.See file dsdata.txt to determine how the superseded data were derived.
 DL1146
 DL1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS354880(NAD 83)
 DL1146_MARKER: DB = BENCH MARK DISK
 DL1146_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1146+WITH SETTING: INTO GROUND
 DL1146_SP_SET: METAL ROD WITH BASE PLATE
 DL1146_STAMPING: D 258 1977
 DL1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1146+STABILITY: SURFACE MOTION
 DL1146
 DL1146  HISTORY     - Date     Condition        Report By
 DL1146  HISTORY     - 1977     MONUMENTED       NGS
 DL1146
 DL1146                          STATION DESCRIPTION
 DL1146
 DL1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1146'3.3 MI SE FROM GARLAND.
 DL1146'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1146'U.S. HIGHWAY 82 AT GARLAND, THENCE 2.9 MILES SOUTHEAST ALONG A
 DL1146'GRAVEL ROAD PARALLELING LEVEE, 43 FEET EAST OF CENTER OF ROAD,
 DL1146'20 FEET NORTH OF THE CENTER OF A METAL GATE, AND 2 FEET WEST
 DL1146'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1119 ***********************************************************************
 DL1119  DESIGNATION -  D 259
 DL1119  PID         -  DL1119
 DL1119  STATE/COUNTY-  AR/MILLER
 DL1119  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1119
 DL1119                         *CURRENT SURVEY CONTROL
 DL1119  ___________________________________________________________________
 DL1119* NAD 83(1986)-  33 09 33.     (N)    093 50 58.     (W)     SCALED    
 DL1119* NAVD 88     -        61.667  (meters)     202.32   (feet)  ADJUSTED  
 DL1119  ___________________________________________________________________
 DL1119  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1119  DYNAMIC HT  -          61.600 (meters)     202.10  (feet)  COMP
 DL1119  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 DL1119
 DL1119  VERT ORDER  -  FIRST     CLASS I
 DL1119
 DL1119.The horizontal coordinates were scaled from a topographic map and have
 DL1119.an estimated accuracy of +/- 6 seconds.
 DL1119
 DL1119.The orthometric height was determined by differential leveling
 DL1119.and adjusted by the National Geodetic Survey in June 1991..
 DL1119
 DL1119.The geoid height was determined by GEOID03.
 DL1119
 DL1119.The dynamic height is computed by dividing the NAVD 88
 DL1119.geopotential number by the normal gravity value computed on the
 DL1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1119.degrees latitude (g = 980.6199 gals.).
 DL1119
 DL1119.The modeled gravity was interpolated from observed gravity values.
 DL1119
 DL1119;                    North         East    Units  Estimated Accuracy
 DL1119;SPC AR S     -   456,180.      227,480.      MT  (+/- 180 meters Scaled)
 DL1119
 DL1119                          SUPERSEDED SURVEY CONTROL
 DL1119
 DL1119  NGVD 29 (??/??/??)   61.696  (m)          202.41   (f) ADJUSTED    1 1
 DL1119
 DL1119.Superseded values are not recommended for survey control.
 DL1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1119.See file dsdata.txt to determine how the superseded data were derived.
 DL1119
 DL1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS207692(NAD 83)
 DL1119_MARKER: DB = BENCH MARK DISK
 DL1119_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1119+WITH SETTING: INTO GROUND
 DL1119_SP_SET: METAL ROD WITH BASE PLATE
 DL1119_STAMPING: D 259 1977
 DL1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1119+STABILITY: SURFACE MOTION
 DL1119
 DL1119  HISTORY     - Date     Condition        Report By
 DL1119  HISTORY     - 1977     MONUMENTED       NGS
 DL1119
 DL1119                          STATION DESCRIPTION
 DL1119
 DL1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1119'7.5 MI NE FROM DODDRIDGE.
 DL1119'4.4 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1119'STATE HIGHWAY 160 AT DODDRIDGE, THENCE 3.1 MILES NORTHEAST
 DL1119'ON GRAVEL ROAD TO A SHARP CURVE IN ROAD, 45 FEET NORTH OF THE
 DL1119'CENTER OF ROAD, 12 FEET NORTH OF A POWER POLE WITH THREE GUY
 DL1119'WIRES, 25 FEET EAST OF A FENCE CORNER, AND 2 FEET SOUTH OF A
 DL1119'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0288 ***********************************************************************
 GE0288  DESIGNATION -  D 26
 GE0288  PID         -  GE0288
 GE0288  STATE/COUNTY-  AR/RANDOLPH
 GE0288  USGS QUAD   -  MANSON (1965)
 GE0288
 GE0288                         *CURRENT SURVEY CONTROL
 GE0288  ___________________________________________________________________
 GE0288* NAD 83(1986)-  36 12 29.     (N)    090 57 45.     (W)     SCALED    
 GE0288* NAVD 88     -        81.818  (meters)     268.43   (feet)  ADJUSTED  
 GE0288  ___________________________________________________________________
 GE0288  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0288  DYNAMIC HT  -          81.752 (meters)     268.21  (feet)  COMP
 GE0288  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GE0288
 GE0288  VERT ORDER  -  FIRST     CLASS II
 GE0288
 GE0288.The horizontal coordinates were scaled from a topographic map and have
 GE0288.an estimated accuracy of +/- 6 seconds.
 GE0288
 GE0288.The orthometric height was determined by differential leveling
 GE0288.and adjusted by the National Geodetic Survey in June 1991..
 GE0288
 GE0288.The geoid height was determined by GEOID03.
 GE0288
 GE0288.The dynamic height is computed by dividing the NAVD 88
 GE0288.geopotential number by the normal gravity value computed on the
 GE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0288.degrees latitude (g = 980.6199 gals.).
 GE0288
 GE0288.The modeled gravity was interpolated from observed gravity values.
 GE0288
 GE0288;                    North         East    Units  Estimated Accuracy
 GE0288;SPC AR N     -   208,480.      493,300.      MT  (+/- 180 meters Scaled)
 GE0288
 GE0288                          SUPERSEDED SURVEY CONTROL
 GE0288
 GE0288  NGVD 29 (??/??/92)   81.748  (m)          268.20   (f) ADJ UNCH    1 2
 GE0288
 GE0288.Superseded values are not recommended for survey control.
 GE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0288.See file dsdata.txt to determine how the superseded data were derived.
 GE0288
 GE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA831089(NAD 83)
 GE0288_MARKER: DB = BENCH MARK DISK
 GE0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0288_STAMPING: 268.205 D 26 1932
 GE0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0288+STABILITY: SURFACE MOTION
 GE0288
 GE0288  HISTORY     - Date     Condition        Report By
 GE0288  HISTORY     - 1932     MONUMENTED       CGS
 GE0288  HISTORY     - 1963     MARK NOT FOUND   NGS
 GE0288
 GE0288                          STATION DESCRIPTION
 GE0288
 GE0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GE0288'4 MI S FROM POCAHONTAS.
 GE0288'4.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0288'THE STATION AT POCAHONTAS, RANDOLPH COUNTY, 150 FEET SOUTHEAST
 GE0288'OF MILEPOST 249, 100 FEET SOUTH OF STATE HIGHWAY 90, 50 FEET EAST
 GE0288'OF THE TRACK, 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GE0288'STORE, AND 5 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED
 GE0288'268.205 D 26 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0288'NOTE-- A LOCAL INHABITANT REPORTED IT DESTROYED AND BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0570 ***********************************************************************
 FG0570  DESIGNATION -  D 26
 FG0570  PID         -  FG0570
 FG0570  STATE/COUNTY-  AR/VAN BUREN
 FG0570  USGS QUAD   -  BOTKINBURG (1965)
 FG0570
 FG0570                         *CURRENT SURVEY CONTROL
 FG0570  ___________________________________________________________________
 FG0570* NAD 83(1986)-  35 41 08.     (N)    092 30 27.     (W)     SCALED    
 FG0570* NAVD 88     -       426.466  (meters)    1399.16   (feet)  ADJUSTED  
 FG0570  ___________________________________________________________________
 FG0570  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FG0570  DYNAMIC HT  -         426.064 (meters)    1397.85  (feet)  COMP
 FG0570  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 FG0570
 FG0570  VERT ORDER  -  SECOND    CLASS 0
 FG0570
 FG0570.The horizontal coordinates were scaled from a topographic map and have
 FG0570.an estimated accuracy of +/- 6 seconds.
 FG0570
 FG0570.The orthometric height was determined by differential leveling
 FG0570.and adjusted by the National Geodetic Survey in June 1991..
 FG0570
 FG0570.The geoid height was determined by GEOID03.
 FG0570
 FG0570.The dynamic height is computed by dividing the NAVD 88
 FG0570.geopotential number by the normal gravity value computed on the
 FG0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0570.degrees latitude (g = 980.6199 gals.).
 FG0570
 FG0570.The modeled gravity was interpolated from observed gravity values.
 FG0570
 FG0570;                    North         East    Units  Estimated Accuracy
 FG0570;SPC AR N     -   150,140.      354,060.      MT  (+/- 180 meters Scaled)
 FG0570
 FG0570                          SUPERSEDED SURVEY CONTROL
 FG0570
 FG0570  NGVD 29 (??/??/92)  426.362  (m)         1398.82   (f) ADJ UNCH    2 0
 FG0570
 FG0570.Superseded values are not recommended for survey control.
 FG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0570.See file dsdata.txt to determine how the superseded data were derived.
 FG0570
 FG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV445491(NAD 83)
 FG0570_MARKER: DD = SURVEY DISK
 FG0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0570_STAMPING: D 26 1934
 FG0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0570+STABILITY: SURFACE MOTION
 FG0570
 FG0570  HISTORY     - Date     Condition        Report By
 FG0570  HISTORY     - 1934     MONUMENTED       ARGS
 FG0570  HISTORY     - 1963     GOOD             NGS
 FG0570
 FG0570                          STATION DESCRIPTION
 FG0570
 FG0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0570'8.3 MI N FROM CLINTON.
 FG0570'LOCATED 8.3 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE JUNCTION WITH
 FG0570'U.S. HIGHWAY 95 IN CLINTON, ON THE TOP OF A RIDGE, ABOUT 0.15 MILE
 FG0570'SOUTH OF MAYS CAFE, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 20
 FG0570'FEET NORTH OF AN 18-INCH PINE TREE, 182 FEET SOUTH-SOUTHWEST OF THE
 FG0570'SOUTHEAST CORNER OF A WHITE HOUSE, 1 FOOT EAST OF A METAL WITNESS
 FG0570'POST, IT IS A STANDARD U.S. COAST AND GEODETIC AND STATE SURVEY DISK,
 FG0570'STAMPED D 26 1934 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 FG0570'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1176 ***********************************************************************
 DL1176  DESIGNATION -  D 260
 DL1176  PID         -  DL1176
 DL1176  STATE/COUNTY-  AR/MILLER
 DL1176  USGS QUAD   -  FULTON (1975)
 DL1176
 DL1176                         *CURRENT SURVEY CONTROL
 DL1176  ___________________________________________________________________
 DL1176* NAD 83(1986)-  33 34 53.     (N)    093 51 03.     (W)     SCALED    
 DL1176* NAVD 88     -        77.415  (meters)     253.99   (feet)  ADJUSTED  
 DL1176  ___________________________________________________________________
 DL1176  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL1176  DYNAMIC HT  -          77.333 (meters)     253.72  (feet)  COMP
 DL1176  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 DL1176
 DL1176  VERT ORDER  -  FIRST     CLASS I
 DL1176
 DL1176.The horizontal coordinates were scaled from a topographic map and have
 DL1176.an estimated accuracy of +/- 6 seconds.
 DL1176
 DL1176.The orthometric height was determined by differential leveling
 DL1176.and adjusted by the National Geodetic Survey in June 1991..
 DL1176
 DL1176.The geoid height was determined by GEOID03.
 DL1176
 DL1176.The dynamic height is computed by dividing the NAVD 88
 DL1176.geopotential number by the normal gravity value computed on the
 DL1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1176.degrees latitude (g = 980.6199 gals.).
 DL1176
 DL1176.The modeled gravity was interpolated from observed gravity values.
 DL1176
 DL1176;                    North         East    Units  Estimated Accuracy
 DL1176;SPC AR S     -   503,010.      228,200.      MT  (+/- 180 meters Scaled)
 DL1176
 DL1176                          SUPERSEDED SURVEY CONTROL
 DL1176
 DL1176  NGVD 29 (??/??/??)   77.428  (m)          254.03   (f) ADJUSTED    1 1
 DL1176
 DL1176.Superseded values are not recommended for survey control.
 DL1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1176.See file dsdata.txt to determine how the superseded data were derived.
 DL1176
 DL1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT210160(NAD 83)
 DL1176_MARKER: DB = BENCH MARK DISK
 DL1176_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1176+WITH SETTING: INTO GROUND
 DL1176_SP_SET: METAL ROD WITH BASE PLATE
 DL1176_STAMPING: D 260 1977
 DL1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1176+STABILITY: SURFACE MOTION
 DL1176
 DL1176  HISTORY     - Date     Condition        Report By
 DL1176  HISTORY     - 1977     MONUMENTED       NGS
 DL1176
 DL1176                          STATION DESCRIPTION
 DL1176
 DL1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1176'2.9 MI SW FROM FULTON.
 DL1176'1.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END
 DL1176'OF THE BRIDGE OVER THE RED RIVER AT FULTON, THENCE 1.1 MILE SOUTH-
 DL1176'WEST ALONG LEVEE TO A OFF RAMP AND A GROUP OF BARNS, ABOUT 200
 DL1176'FEET SOUTHWEST OF A METAL GATE AT OFF RAMP ON TOP OF LEVEE, 44
 DL1176'FEET SOUTH OF THE CENTER OF TOP OF LEVEE, 6 FEET EAST OF A
 DL1176'POWERLINE POLE NO 55 AND A POWERLINE BRANCHING OFF ACROSS LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1187 ***********************************************************************
 DL1187  DESIGNATION -  D 261
 DL1187  PID         -  DL1187
 DL1187  STATE/COUNTY-  AR/MILLER
 DL1187  USGS QUAD   -  HOMAN (1975)
 DL1187
 DL1187                         *CURRENT SURVEY CONTROL
 DL1187  ___________________________________________________________________
 DL1187* NAD 83(1986)-  33 30 46.     (N)    093 55 55.     (W)     SCALED    
 DL1187* NAVD 88     -        79.514  (meters)     260.87   (feet)  ADJUSTED  
 DL1187  ___________________________________________________________________
 DL1187  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DL1187  DYNAMIC HT  -          79.430 (meters)     260.60  (feet)  COMP
 DL1187  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 DL1187
 DL1187  VERT ORDER  -  FIRST     CLASS I
 DL1187
 DL1187.The horizontal coordinates were scaled from a topographic map and have
 DL1187.an estimated accuracy of +/- 6 seconds.
 DL1187
 DL1187.The orthometric height was determined by differential leveling
 DL1187.and adjusted by the National Geodetic Survey in June 1991..
 DL1187
 DL1187.The geoid height was determined by GEOID03.
 DL1187
 DL1187.The dynamic height is computed by dividing the NAVD 88
 DL1187.geopotential number by the normal gravity value computed on the
 DL1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1187.degrees latitude (g = 980.6199 gals.).
 DL1187
 DL1187.The modeled gravity was interpolated from observed gravity values.
 DL1187
 DL1187;                    North         East    Units  Estimated Accuracy
 DL1187;SPC AR S     -   495,540.      220,520.      MT  (+/- 180 meters Scaled)
 DL1187
 DL1187                          SUPERSEDED SURVEY CONTROL
 DL1187
 DL1187  NGVD 29 (??/??/??)   79.529  (m)          260.92   (f) ADJUSTED    1 1
 DL1187
 DL1187.Superseded values are not recommended for survey control.
 DL1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1187.See file dsdata.txt to determine how the superseded data were derived.
 DL1187
 DL1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT134085(NAD 83)
 DL1187_MARKER: DB = BENCH MARK DISK
 DL1187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1187_SP_SET: CONCRETE CULVERT
 DL1187_STAMPING: D 261 1977
 DL1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1187
 DL1187  HISTORY     - Date     Condition        Report By
 DL1187  HISTORY     - 1977     MONUMENTED       NGS
 DL1187
 DL1187                          STATION DESCRIPTION
 DL1187
 DL1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1187'10.2 MI SW FROM FULTON.
 DL1187'1.8 MILES SOUTHWEST ALONG INTERSTATE 30 FROM THE WEST END OF BRIDGE
 DL1187'OVER RED RIVER, THENCE 1.1 MILES SOUTHWEST ALONG THE LEVEE, THENCE
 DL1187'O.1 MILE SOUTHEAST TO STATE HIGHWAY 67, THENCE 7.2 MILES SOUTHWEST
 DL1187'ON U.S. HIGHWAY 67, SET IN THE CENTER OF THE TOP OF THE WEST HEADWALL
 DL1187'OF A BOXED CULVERT, 31 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 DL1187'49 FEET SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0568 ***********************************************************************
 FG0568  DESIGNATION -  D 27
 FG0568  PID         -  FG0568
 FG0568  STATE/COUNTY-  AR/VAN BUREN
 FG0568  USGS QUAD   -  BOTKINBURG (1965)
 FG0568
 FG0568                         *CURRENT SURVEY CONTROL
 FG0568  ___________________________________________________________________
 FG0568* NAD 83(1986)-  35 42 46.     (N)    092 31 03.     (W)     SCALED    
 FG0568* NAVD 88     -       432.923  (meters)    1420.35   (feet)  ADJUSTED  
 FG0568  ___________________________________________________________________
 FG0568  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG0568  DYNAMIC HT  -         432.516 (meters)    1419.01  (feet)  COMP
 FG0568  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 FG0568
 FG0568  VERT ORDER  -  SECOND    CLASS 0
 FG0568
 FG0568.The horizontal coordinates were scaled from a topographic map and have
 FG0568.an estimated accuracy of +/- 6 seconds.
 FG0568
 FG0568.The orthometric height was determined by differential leveling
 FG0568.and adjusted by the National Geodetic Survey in June 1991..
 FG0568
 FG0568.The geoid height was determined by GEOID03.
 FG0568
 FG0568.The dynamic height is computed by dividing the NAVD 88
 FG0568.geopotential number by the normal gravity value computed on the
 FG0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0568.degrees latitude (g = 980.6199 gals.).
 FG0568
 FG0568.The modeled gravity was interpolated from observed gravity values.
 FG0568
 FG0568;                    North         East    Units  Estimated Accuracy
 FG0568;SPC AR N     -   153,160.      353,180.      MT  (+/- 180 meters Scaled)
 FG0568
 FG0568                          SUPERSEDED SURVEY CONTROL
 FG0568
 FG0568  NGVD 29 (??/??/92)  432.813  (m)         1419.99   (f) ADJ UNCH    2 0
 FG0568
 FG0568.Superseded values are not recommended for survey control.
 FG0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0568.See file dsdata.txt to determine how the superseded data were derived.
 FG0568
 FG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV436521(NAD 83)
 FG0568_MARKER: DD = SURVEY DISK
 FG0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0568_STAMPING: D 27 1934
 FG0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0568+STABILITY: SURFACE MOTION
 FG0568
 FG0568  HISTORY     - Date     Condition        Report By
 FG0568  HISTORY     - 1934     MONUMENTED       ARGS
 FG0568  HISTORY     - 1962     GOOD             NGS
 FG0568
 FG0568                          STATION DESCRIPTION
 FG0568
 FG0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0568'3.4 MI S FROM DENNARD.
 FG0568'3.4 MILES SOUTH ALONG U. S. HIGHWAY 65 FROM THE JUNCTION OF THE WITT
 FG0568'SPRINGS ROAD AT DENNARD, VAN BUREN COUNTY, 2 SHARP CURVES, 41 FEET
 FG0568'EAST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTHWEST OF A CONCRETE
 FG0568'MARKER, 7 FEET SOUTH OF A 24-INCH OAK STUMP, AND 3 FEET EAST OF A PIT.
 FG0568'A STANDARD DISK, STAMPED D 27 1934 AND SET IN THE TOP OF A CONCRETE
 FG0568'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0083 ***********************************************************************
 GG0083  DESIGNATION -  D 27
 GG0083  PID         -  GG0083
 GG0083  STATE/COUNTY-  AR/WASHINGTON
 GG0083  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0083
 GG0083                         *CURRENT SURVEY CONTROL
 GG0083  ___________________________________________________________________
 GG0083* NAD 83(1986)-  36 04 21.     (N)    094 10 04.     (W)     SCALED    
 GG0083* NAVD 88     -       408.060  (meters)    1338.78   (feet)  ADJUSTED  
 GG0083  ___________________________________________________________________
 GG0083  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0083  DYNAMIC HT  -         407.694 (meters)    1337.58  (feet)  COMP
 GG0083  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GG0083
 GG0083  VERT ORDER  -  FIRST     CLASS II
 GG0083
 GG0083.The horizontal coordinates were scaled from a topographic map and have
 GG0083.an estimated accuracy of +/- 6 seconds.
 GG0083
 GG0083.The orthometric height was determined by differential leveling
 GG0083.and adjusted by the National Geodetic Survey in June 1991..
 GG0083
 GG0083.The geoid height was determined by GEOID03.
 GG0083
 GG0083.The dynamic height is computed by dividing the NAVD 88
 GG0083.geopotential number by the normal gravity value computed on the
 GG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0083.degrees latitude (g = 980.6199 gals.).
 GG0083
 GG0083.The modeled gravity was interpolated from observed gravity values.
 GG0083
 GG0083;                    North         East    Units  Estimated Accuracy
 GG0083;SPC AR N     -   195,100.      204,750.      MT  (+/- 180 meters Scaled)
 GG0083
 GG0083                          SUPERSEDED SURVEY CONTROL
 GG0083
 GG0083  NGVD 29 (??/??/92)  407.897  (m)         1338.24   (f) ADJ UNCH    1 2
 GG0083
 GG0083.Superseded values are not recommended for survey control.
 GG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0083.See file dsdata.txt to determine how the superseded data were derived.
 GG0083
 GG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV948926(NAD 83)
 GG0083_MARKER: DB = BENCH MARK DISK
 GG0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0083_STAMPING: 1338.242 D 27 1932
 GG0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0083+STABILITY: SURFACE MOTION
 GG0083
 GG0083  HISTORY     - Date     Condition        Report By
 GG0083  HISTORY     - 1932     MONUMENTED       CGS
 GG0083  HISTORY     - 1960     GOOD             NGS
 GG0083  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 GG0083  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0083
 GG0083                          STATION DESCRIPTION
 GG0083
 GG0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0083'AT FAYETTEVILLE.
 GG0083'AT FAYETTEVILLE, WASHINGTON COUNTY, 660 YARDS NORTH OF THE
 GG0083'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 4-1/2 POLES SOUTH OF
 GG0083'MILEPOST 352, AND WEST ACROSS THE TRACKS FROM MOBILGAS STORAGE
 GG0083'TANKS, AT A ROAD CROSSING, 70 FEET NORTH OF THE ROAD, 50 FEET
 GG0083'WEST OF THE TRACK, AND 5 FEET WEST OF A 1-FOOT OAK TREE.  A
 GG0083'STANDARD DISK, STAMPED 1338.242 D 27 1932 AND SET IN THE TOP
 GG0083'OF A CONCRETE POST.
 GG0083
 GG0083                          STATION RECOVERY (1971)
 GG0083
 GG0083'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 GG0083'MARK NOT FOUND.
 GG0083
 GG0083                          STATION RECOVERY (1989)
 GG0083
 GG0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0564 ***********************************************************************
 FG0564  DESIGNATION -  D 28
 FG0564  PID         -  FG0564
 FG0564  STATE/COUNTY-  AR/VAN BUREN
 FG0564  USGS QUAD   -  BOTKINBURG (1965)
 FG0564
 FG0564                         *CURRENT SURVEY CONTROL
 FG0564  ___________________________________________________________________
 FG0564* NAD 83(1986)-  35 44 17.     (N)    092 31 23.     (W)     SCALED    
 FG0564* NAVD 88     -       474.628  (meters)    1557.18   (feet)  ADJUSTED  
 FG0564  ___________________________________________________________________
 FG0564  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG0564  DYNAMIC HT  -         474.182 (meters)    1555.71  (feet)  COMP
 FG0564  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 FG0564
 FG0564  VERT ORDER  -  SECOND    CLASS 0
 FG0564
 FG0564.The horizontal coordinates were scaled from a topographic map and have
 FG0564.an estimated accuracy of +/- 6 seconds.
 FG0564
 FG0564.The orthometric height was determined by differential leveling
 FG0564.and adjusted by the National Geodetic Survey in June 1991..
 FG0564
 FG0564.The geoid height was determined by GEOID03.
 FG0564
 FG0564.The dynamic height is computed by dividing the NAVD 88
 FG0564.geopotential number by the normal gravity value computed on the
 FG0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0564.degrees latitude (g = 980.6199 gals.).
 FG0564
 FG0564.The modeled gravity was interpolated from observed gravity values.
 FG0564
 FG0564;                    North         East    Units  Estimated Accuracy
 FG0564;SPC AR N     -   155,970.      352,690.      MT  (+/- 180 meters Scaled)
 FG0564
 FG0564                          SUPERSEDED SURVEY CONTROL
 FG0564
 FG0564  NGVD 29 (??/??/92)  474.514  (m)         1556.80   (f) ADJ UNCH    2 0
 FG0564
 FG0564.Superseded values are not recommended for survey control.
 FG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0564.See file dsdata.txt to determine how the superseded data were derived.
 FG0564
 FG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV431550(NAD 83)
 FG0564_MARKER: DB = BENCH MARK DISK
 FG0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0564_STAMPING: D-28 1934
 FG0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0564+STABILITY: SURFACE MOTION
 FG0564
 FG0564  HISTORY     - Date     Condition        Report By
 FG0564  HISTORY     - 1934     MONUMENTED       CGS
 FG0564  HISTORY     - 1935     GOOD             NGS
 FG0564
 FG0564                          STATION DESCRIPTION
 FG0564
 FG0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0564'1.4 MI S FROM DENNARD.
 FG0564'1.4 MILES SOUTH OF, ALONG U. S. HIGHWAY NO. 65 FROM JUNCTION WITH ROAD
 FG0564'LEADING TO WITT SPRING.  MARK SET AT BEGINNING OF SHARP CURVE IN
 FG0564'HIGHWAY NO. 65 AT TOP OF HILL. ABOUT 135 FEET NORTHWEST OF NORTHWEST
 FG0564'CORNER OF SQUARE STONE HOUSE USED FOR STORAGE. 55.2 FEET NORTHWEST OF
 FG0564'SOUTHEAST FENCE CORNER OF CULTIVATED FIELD. 47.9 FEET NORTHEAST OF
 FG0564'CENTERLINE OF U. S. HIGHWAY NO. 65. 38.4 FEET NORTH OF NORTHEAST
 FG0564'CORNER OF 8 X 4 FT. CONCRETE PIPE BOX CULVERT. 3.1 FEET SOUTHWEST OF
 FG0564'FENCE PARALLELING HIGHWAY NO. 65. TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0039 ***********************************************************************
 FH0039  DESIGNATION -  D 28
 FH0039  PID         -  FH0039
 FH0039  STATE/COUNTY-  AR/CRAWFORD
 FH0039  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0039
 FH0039                         *CURRENT SURVEY CONTROL
 FH0039  ___________________________________________________________________
 FH0039* NAD 83(1986)-  35 37 34.     (N)    094 10 33.     (W)     SCALED    
 FH0039* NAVD 88     -       216.239  (meters)     709.44   (feet)  ADJUSTED  
 FH0039  ___________________________________________________________________
 FH0039  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FH0039  DYNAMIC HT  -         216.041 (meters)     708.79  (feet)  COMP
 FH0039  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FH0039
 FH0039  VERT ORDER  -  FIRST     CLASS II
 FH0039
 FH0039.The horizontal coordinates were scaled from a topographic map and have
 FH0039.an estimated accuracy of +/- 6 seconds.
 FH0039
 FH0039.The orthometric height was determined by differential leveling
 FH0039.and adjusted by the National Geodetic Survey in June 1991..
 FH0039
 FH0039.The geoid height was determined by GEOID03.
 FH0039
 FH0039.The dynamic height is computed by dividing the NAVD 88
 FH0039.geopotential number by the normal gravity value computed on the
 FH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0039.degrees latitude (g = 980.6199 gals.).
 FH0039
 FH0039.The modeled gravity was interpolated from observed gravity values.
 FH0039
 FH0039;                    North         East    Units  Estimated Accuracy
 FH0039;SPC AR N     -   145,600.      202,930.      MT  (+/- 180 meters Scaled)
 FH0039
 FH0039                          SUPERSEDED SURVEY CONTROL
 FH0039
 FH0039  NGVD 29 (??/??/92)  216.13   (m)          709.1    (f) COMPUTED    1 2
 FH0039
 FH0039.Superseded values are not recommended for survey control.
 FH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0039.See file dsdata.txt to determine how the superseded data were derived.
 FH0039
 FH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV935431(NAD 83)
 FH0039_MARKER: DB = BENCH MARK DISK
 FH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0039_STAMPING: 709.067 D 28 1932
 FH0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0039+STABILITY: SURFACE MOTION
 FH0039
 FH0039  HISTORY     - Date     Condition        Report By
 FH0039  HISTORY     - 1932     MONUMENTED       CGS
 FH0039  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0039  HISTORY     - 19891115 MARK NOT FOUND   NGS
 FH0039
 FH0039                          STATION DESCRIPTION
 FH0039
 FH0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0039'AT MOUNTAINBURG.
 FH0039'AT MOUNTAINBURG, CRAWFORD COUNTY, 0.2 MILE SOUTHWEST OF THE
 FH0039'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 15 FEET NORTH OF POLE
 FH0039'390+16, 33.2 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 FH0039'25.2 FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD PARALLELING
 FH0039'THE TRACK, AND 14.6 FEET NORTH OF A POLE.  A STANDARD DISK,
 FH0039'STAMPED 709.067 D 28 1932 AND SET IN THE TOP OF A CONCRETE
 FH0039'POST.  NOTE-- A SIDING HAS BEEN LAID ALONG THE WEST SIDE OF
 FH0039'THE MAIN TRACK AND DISTANCE GIVEN FROM THE CENTERLINE OF THE
 FH0039'MAIN TRACKS IS IN THE CENTER OF THE PRESENT ROAD.
 FH0039
 FH0039                          STATION RECOVERY (1989)
 FH0039
 FH0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0565 ***********************************************************************
 FG0565  DESIGNATION -  D 28 RESET
 FG0565  PID         -  FG0565
 FG0565  STATE/COUNTY-  AR/VAN BUREN
 FG0565  USGS QUAD   -  BOTKINBURG (1965)
 FG0565
 FG0565                         *CURRENT SURVEY CONTROL
 FG0565  ___________________________________________________________________
 FG0565* NAD 83(1986)-  35 44 17.     (N)    092 31 23.     (W)     SCALED    
 FG0565* NAVD 88     -       474.50   (meters)    1556.8    (feet)  RESET     
 FG0565  ___________________________________________________________________
 FG0565  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG0565
 FG0565  VERT ORDER  -  THIRD
 FG0565
 FG0565.The horizontal coordinates were scaled from a topographic map and have
 FG0565.an estimated accuracy of +/- 6 seconds.
 FG0565
 FG0565.The orthometric height was computed from unverified reset data.
 FG0565
 FG0565.The geoid height was determined by GEOID03.
 FG0565
 FG0565;                    North         East    Units  Estimated Accuracy
 FG0565;SPC AR N     -   155,970.      352,690.      MT  (+/- 180 meters Scaled)
 FG0565
 FG0565                          SUPERSEDED SURVEY CONTROL
 FG0565
 FG0565.No superseded survey control is available for this station.
 FG0565
 FG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV431550(NAD 83)
 FG0565_MARKER: DB = BENCH MARK DISK
 FG0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0565_STAMPING: D 28 ARK GEOD S RESET 1962
 FG0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0565+STABILITY: SURFACE MOTION
 FG0565
 FG0565  HISTORY     - Date     Condition        Report By
 FG0565  HISTORY     - 1962     MONUMENTED       CGS
 FG0565
 FG0565                          STATION DESCRIPTION
 FG0565
 FG0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0565'1.4 MI S FROM DENNARD.
 FG0565'ABOUT 1.4 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE JUNCTION WITH
 FG0565'STATE HIGHWAY 254 AT DENNARD, AT THE TOP OF A HILL, IN THE NORTHEAST
 FG0565'ANGLE OF INTERSECTION OF HIGHWAY AND A ROAD LEADING EAST, ABOUT 62
 FG0565'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 30 FEET NORTH OF
 FG0565'CENTER OF SIDE ROAD AND 1 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF
 FG0565'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1607 ***********************************************************************
 EJ1607  DESIGNATION -  D 287
 EJ1607  PID         -  EJ1607
 EJ1607  STATE/COUNTY-  AR/PULASKI
 EJ1607  USGS QUAD   -  SWEET HOME (1986)
 EJ1607
 EJ1607                         *CURRENT SURVEY CONTROL
 EJ1607  ___________________________________________________________________
 EJ1607* NAD 83(1986)-  34 43 02.     (N)    092 14 10.     (W)     SCALED    
 EJ1607* NAVD 88     -        77.527  (meters)     254.35   (feet)  ADJUSTED  
 EJ1607  ___________________________________________________________________
 EJ1607  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EJ1607  DYNAMIC HT  -          77.454 (meters)     254.11  (feet)  COMP
 EJ1607  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 EJ1607
 EJ1607  VERT ORDER  -  FIRST     CLASS II
 EJ1607
 EJ1607.The horizontal coordinates were scaled from a topographic map and have
 EJ1607.an estimated accuracy of +/- 6 seconds.
 EJ1607
 EJ1607.The orthometric height was determined by differential leveling
 EJ1607.and adjusted by the National Geodetic Survey in June 1991..
 EJ1607
 EJ1607.The geoid height was determined by GEOID03.
 EJ1607
 EJ1607.The dynamic height is computed by dividing the NAVD 88
 EJ1607.geopotential number by the normal gravity value computed on the
 EJ1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1607.degrees latitude (g = 980.6199 gals.).
 EJ1607
 EJ1607.The modeled gravity was interpolated from observed gravity values.
 EJ1607
 EJ1607;                    North         East    Units  Estimated Accuracy
 EJ1607;SPC AR S     -   627,460.      378,370.      MT  (+/- 180 meters Scaled)
 EJ1607
 EJ1607                          SUPERSEDED SURVEY CONTROL
 EJ1607
 EJ1607.No superseded survey control is available for this station.
 EJ1607
 EJ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU699419(NAD 83)
 EJ1607_MARKER: DB = BENCH MARK DISK
 EJ1607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ1607_SP_SET: PIER
 EJ1607_STAMPING: D 287 1984
 EJ1607_MARK LOGO: NGS   
 EJ1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1607+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 EJ1607
 EJ1607  HISTORY     - Date     Condition        Report By
 EJ1607  HISTORY     - 1984     MONUMENTED       NGS
 EJ1607  HISTORY     - 1988     GOOD             USPSQD
 EJ1607  HISTORY     - 1988     GOOD             USPSQD
 EJ1607  HISTORY     - 1989     GOOD             USPSQD
 EJ1607  HISTORY     - 1989     GOOD             USPSQD
 EJ1607  HISTORY     - 1990     GOOD             USPSQD
 EJ1607  HISTORY     - 1990     GOOD             USPSQD
 EJ1607  HISTORY     - 19920902 GOOD             USPSQD
 EJ1607  HISTORY     - 20060330 GOOD             ARHD
 EJ1607
 EJ1607                          STATION DESCRIPTION
 EJ1607
 EJ1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1607'4.5 KM (2.8 MI) NORTH FROM SWEET HOME.
 EJ1607'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1607'SWEET HOME, THENCE 1.3 KM (0.8 MI) EAST AND NORTH ALONG 3M ROAD,
 EJ1607'THENCE 1.1 KM (0.7 MI) NORTHWEST ALONG FRAIZER PIKE ROAD, TO THE MARK
 EJ1607'SET VERTICALLY IN THE EAST FACE OF THE SECOND ONE (NORTH) OF FOUR
 EJ1607'PIERS ON THE WEST SIDE OF FRAIZER PIKE ROAD AT THE OVERPASS OF
 EJ1607'INTERSTATE 440 AND ON THE NORTHEAST SIDE OF THE MISSOURI PACIFIC
 EJ1607'RAILROAD, 19.20 METERS (63.0 FT) WEST OF THE CENTER OF THE ROAD, AND
 EJ1607'12.49 METERS (41.0 FT) EAST OF THE EAST EDGE OF A SMALL CREEK.
 EJ1607'THE MARK IS 1.58 M ABOVE GROUND.
 EJ1607
 EJ1607                          STATION RECOVERY (1988)
 EJ1607
 EJ1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ1607'RECOVERED IN GOOD CONDITION.
 EJ1607
 EJ1607                          STATION RECOVERY (1988)
 EJ1607
 EJ1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1607'RECOVERED IN GOOD CONDITION.
 EJ1607
 EJ1607                          STATION RECOVERY (1989)
 EJ1607
 EJ1607'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1607'RECOVERED IN GOOD CONDITION.
 EJ1607
 EJ1607                          STATION RECOVERY (1989)
 EJ1607
 EJ1607'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1607'RECOVERED IN GOOD CONDITION.
 EJ1607
 EJ1607                          STATION RECOVERY (1990)
 EJ1607
 EJ1607'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1607'RECOVERED IN GOOD CONDITION.
 EJ1607
 EJ1607                          STATION RECOVERY (1990)
 EJ1607
 EJ1607'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1607'RECOVERED IN GOOD CONDITION.
 EJ1607
 EJ1607                          STATION RECOVERY (1992)
 EJ1607
 EJ1607'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1607'RECOVERED IN GOOD CONDITION.
 EJ1607
 EJ1607                          STATION RECOVERY (2006)
 EJ1607
 EJ1607'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (TPS)
 EJ1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1635 ***********************************************************************
 EJ1635  DESIGNATION -  D 288
 EJ1635  PID         -  EJ1635
 EJ1635  STATE/COUNTY-  AR/JEFFERSON
 EJ1635  USGS QUAD   -  REDFIELD (1984)
 EJ1635
 EJ1635                         *CURRENT SURVEY CONTROL
 EJ1635  ___________________________________________________________________
 EJ1635* NAD 83(1986)-  34 26 21.     (N)    092 11 55.     (W)     SCALED    
 EJ1635* NAVD 88     -       109.443  (meters)     359.06   (feet)  ADJUSTED  
 EJ1635  ___________________________________________________________________
 EJ1635  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EJ1635  DYNAMIC HT  -         109.339 (meters)     358.72  (feet)  COMP
 EJ1635  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 EJ1635
 EJ1635  VERT ORDER  -  FIRST     CLASS II
 EJ1635
 EJ1635.The horizontal coordinates were scaled from a topographic map and have
 EJ1635.an estimated accuracy of +/- 6 seconds.
 EJ1635
 EJ1635.The orthometric height was determined by differential leveling
 EJ1635.and adjusted by the National Geodetic Survey in June 1991..
 EJ1635
 EJ1635.The geoid height was determined by GEOID03.
 EJ1635
 EJ1635.The dynamic height is computed by dividing the NAVD 88
 EJ1635.geopotential number by the normal gravity value computed on the
 EJ1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1635.degrees latitude (g = 980.6199 gals.).
 EJ1635
 EJ1635.The modeled gravity was interpolated from observed gravity values.
 EJ1635
 EJ1635;                    North         East    Units  Estimated Accuracy
 EJ1635;SPC AR S     -   596,610.      381,750.      MT  (+/- 180 meters Scaled)
 EJ1635
 EJ1635                          SUPERSEDED SURVEY CONTROL
 EJ1635
 EJ1635.No superseded survey control is available for this station.
 EJ1635
 EJ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU736111(NAD 83)
 EJ1635_MARKER: DB = BENCH MARK DISK
 EJ1635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ1635_SP_SET: ABUTMENT
 EJ1635_STAMPING: D 288 1984
 EJ1635_MARK LOGO: NGS   
 EJ1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1635
 EJ1635  HISTORY     - Date     Condition        Report By
 EJ1635  HISTORY     - 1984     MONUMENTED       NGS
 EJ1635  HISTORY     - 1988     GOOD             USPSQD
 EJ1635  HISTORY     - 1989     GOOD             USPSQD
 EJ1635  HISTORY     - 1990     GOOD             USPSQD
 EJ1635
 EJ1635                          STATION DESCRIPTION
 EJ1635
 EJ1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1635'1.7 KM (1.05 MI) SW FROM REDFIELD.
 EJ1635'0.2 KM (0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET FROM THE POST
 EJ1635'OFFICE IN REDFIELD, THENCE 1.4 KM (0.95 MI) SOUTHWEST ALONG SHERIDAN
 EJ1635'ROAD AND STATE HIGHWAY 46, AT A HIGHWAY OVERPASS OVER U.S. HIGHWAY 65
 EJ1635'SET IN THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE OVERPASS,
 EJ1635'6.09 METERS (20.0 FT) NORTH-NORTHWEST OF THE CENTER LINE OF HIGHWAY
 EJ1635'46, 0.12 METERS (0.4 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 EJ1635'SOUTHWEST ABUTMENT, AND 0.24 METERS (0.8 FT) NORTHEAST OF THE
 EJ1635'SOUTHWEST FACE OF THE SOUTHWEST ABUTMENT.
 EJ1635'THE MARK IS ABOVE LEVEL WITH HIGHWAY 46.
 EJ1635
 EJ1635                          STATION RECOVERY (1988)
 EJ1635
 EJ1635'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1635'RECOVERED IN GOOD CONDITION.
 EJ1635
 EJ1635                          STATION RECOVERY (1989)
 EJ1635
 EJ1635'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1635'RECOVERED IN GOOD CONDITION.
 EJ1635
 EJ1635                          STATION RECOVERY (1990)
 EJ1635
 EJ1635'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2581 ***********************************************************************
 EH2581  DESIGNATION -  D 289
 EH2581  PID         -  EH2581
 EH2581  STATE/COUNTY-  AR/JEFFERSON
 EH2581  USGS QUAD   -  LADD (1975)
 EH2581
 EH2581                         *CURRENT SURVEY CONTROL
 EH2581  ___________________________________________________________________
 EH2581* NAD 83(1986)-  34 11 40.     (N)    091 53 40.     (W)     SCALED    
 EH2581* NAVD 88     -        60.011  (meters)     196.89   (feet)  ADJUSTED  
 EH2581  ___________________________________________________________________
 EH2581  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH2581  DYNAMIC HT  -          59.953 (meters)     196.70  (feet)  COMP
 EH2581  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 EH2581
 EH2581  VERT ORDER  -  FIRST     CLASS II
 EH2581
 EH2581.The horizontal coordinates were scaled from a topographic map and have
 EH2581.an estimated accuracy of +/- 6 seconds.
 EH2581
 EH2581.The orthometric height was determined by differential leveling
 EH2581.and adjusted by the National Geodetic Survey in June 1991..
 EH2581
 EH2581.The geoid height was determined by GEOID03.
 EH2581
 EH2581.The dynamic height is computed by dividing the NAVD 88
 EH2581.geopotential number by the normal gravity value computed on the
 EH2581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2581.degrees latitude (g = 980.6199 gals.).
 EH2581
 EH2581.The modeled gravity was interpolated from observed gravity values.
 EH2581
 EH2581;                    North         East    Units  Estimated Accuracy
 EH2581;SPC AR S     -   569,460.      409,730.      MT  (+/- 180 meters Scaled)
 EH2581
 EH2581                          SUPERSEDED SURVEY CONTROL
 EH2581
 EH2581.No superseded survey control is available for this station.
 EH2581
 EH2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT018842(NAD 83)
 EH2581_MARKER: I = METAL ROD
 EH2581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2581_SP_SET: STAINLESS STEEL ROD
 EH2581_STAMPING: D 289 1984
 EH2581_MARK LOGO: NGS   
 EH2581_PROJECTION: FLUSH
 EH2581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2581_ROD/PIPE-DEPTH: 12.2 meters
 EH2581
 EH2581  HISTORY     - Date     Condition        Report By
 EH2581  HISTORY     - 1984     MONUMENTED       NGS
 EH2581  HISTORY     - 1988     GOOD             USPSQD
 EH2581  HISTORY     - 1989     GOOD             USPSQD
 EH2581  HISTORY     - 1989     GOOD             USPSQD
 EH2581  HISTORY     - 1990     GOOD             USPSQD
 EH2581
 EH2581                          STATION DESCRIPTION
 EH2581
 EH2581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2581'11.25 KM (7.0 MI) NW FROM MOSCOW.
 EH2581'11.25 KM (7.0 MI) NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2581'IN MOSCOW, SET NEAR THE INTERSECTION OF A PAVED ROAD LEADING NORTH
 EH2581'(ATKINS-NOBLE LAKE ROAD), IN THE FENCE LINE OF A SECURITY FENCE
 EH2581'SURROUNDING THE M.R. BOE COMPANY BUILDING AND YARD ON THE SOUTH SIDE
 EH2581'OF U.S. HIGHWAY 65, ALSO 12.0 KM (7.45 MI) SOUTHEAST ALONG U.S.
 EH2581'HIGHWAY 65 BUSINESS AND U.S. HIGHWAY 65 FROM THE UNION STATION
 EH2581'RESTAURANT (OLD UNION STATION) IN PINE BLUFF,  22.25 METERS (73.0 FT)
 EH2581'SOUTH OF THE CENTER OF HIGHWAY 65, 6.09 METERS (20.0 FT) EAST OF THE
 EH2581'EASTERN ONE OF TWO ENTRANCES TO THE M.R. BOE COMPANY, 4.87 METERS
 EH2581'(16.0 FT) SOUTHWEST OF A POWER LINE POLE WITH A SECURITY LIGHT,
 EH2581'2.13 METERS (7.0 FT) WEST OF THE NORTHEAST CORNER OF THE SECURITY
 EH2581'FENCE, AND 0.3 METER (1.0 FT) NORTH OF A FENCE POLE IN THE FENCE LINE.
 EH2581'NOTE, DRIVING RATE EXCEEDED ONE FOOT PER MINUTE.
 EH2581'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 EH2581'THE MARK IS 0.3 M BELOW HIGHWAY 65.
 EH2581
 EH2581                          STATION RECOVERY (1988)
 EH2581
 EH2581'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2581'RECOVERED IN GOOD CONDITION.
 EH2581
 EH2581                          STATION RECOVERY (1989)
 EH2581
 EH2581'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EH2581'RECOVERED IN GOOD CONDITION.
 EH2581
 EH2581                          STATION RECOVERY (1989)
 EH2581
 EH2581'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2581'RECOVERED IN GOOD CONDITION.
 EH2581
 EH2581                          STATION RECOVERY (1990)
 EH2581
 EH2581'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0561 ***********************************************************************
 FG0561  DESIGNATION -  D 29
 FG0561  PID         -  FG0561
 FG0561  STATE/COUNTY-  AR/VAN BUREN
 FG0561  USGS QUAD   -  LESLIE (1963)
 FG0561
 FG0561                         *CURRENT SURVEY CONTROL
 FG0561  ___________________________________________________________________
 FG0561* NAD 83(1986)-  35 45 54.     (N)    092 31 20.     (W)     SCALED    
 FG0561* NAVD 88     -       455.939  (meters)    1495.86   (feet)  ADJUSTED  
 FG0561  ___________________________________________________________________
 FG0561  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG0561  DYNAMIC HT  -         455.513 (meters)    1494.46  (feet)  COMP
 FG0561  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FG0561
 FG0561  VERT ORDER  -  SECOND    CLASS 0
 FG0561
 FG0561.The horizontal coordinates were scaled from a topographic map and have
 FG0561.an estimated accuracy of +/- 6 seconds.
 FG0561
 FG0561.The orthometric height was determined by differential leveling
 FG0561.and adjusted by the National Geodetic Survey in June 1991..
 FG0561
 FG0561.The geoid height was determined by GEOID03.
 FG0561
 FG0561.The dynamic height is computed by dividing the NAVD 88
 FG0561.geopotential number by the normal gravity value computed on the
 FG0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0561.degrees latitude (g = 980.6199 gals.).
 FG0561
 FG0561.The modeled gravity was interpolated from observed gravity values.
 FG0561
 FG0561;                    North         East    Units  Estimated Accuracy
 FG0561;SPC AR N     -   158,960.      352,780.      MT  (+/- 180 meters Scaled)
 FG0561
 FG0561                          SUPERSEDED SURVEY CONTROL
 FG0561
 FG0561  NGVD 29 (??/??/92)  455.823  (m)         1495.48   (f) ADJ UNCH    2 0
 FG0561
 FG0561.Superseded values are not recommended for survey control.
 FG0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0561.See file dsdata.txt to determine how the superseded data were derived.
 FG0561
 FG0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV431579(NAD 83)
 FG0561_MARKER: DD = SURVEY DISK
 FG0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0561_STAMPING: D 29 1934
 FG0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0561+STABILITY: SURFACE MOTION
 FG0561
 FG0561  HISTORY     - Date     Condition        Report By
 FG0561  HISTORY     - 1934     MONUMENTED       ARGS
 FG0561  HISTORY     - 1962     MARK NOT FOUND   NGS
 FG0561  HISTORY     - 1964     MARK NOT FOUND   USGS
 FG0561
 FG0561                          STATION DESCRIPTION
 FG0561
 FG0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0561'0.8 MI N FROM DENNARD.
 FG0561'0.8 MILE NORTH ALONG U. S. HIGHWAY 65 FROM THE JUNCTION OF THE WITT
 FG0561'SPRINGS ROAD AT DENNARD, VAN BUREN COUNTY, 0.6 MILE NORTH OF THE POST
 FG0561'OFFICE, 300 FEET NORTH OF THE NORTHWEST CORNER OF A CEMETERY, 100 FEET
 FG0561'EAST OF THE SOUTHEAST CORNER OF THE T. RAINS STORE, 40 FEET EAST OF
 FG0561'THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF A SMALL PINE TREE, AND
 FG0561'10 FEET EAST OF A DITCH.  A STANDARD DISK, STAMPED D 29 1934 AND SET
 FG0561'IN THE TOP OF A CONCRETE POST.
 FG0561
 FG0561                          STATION RECOVERY (1964)
 FG0561
 FG0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FG0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1661 ***********************************************************************
 EJ1661  DESIGNATION -  D 290
 EJ1661  PID         -  EJ1661
 EJ1661  STATE/COUNTY-  AR/PULASKI
 EJ1661  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1661
 EJ1661                         *CURRENT SURVEY CONTROL
 EJ1661  ___________________________________________________________________
 EJ1661* NAD 83(1986)-  34 46 49.     (N)    092 16 41.     (W)     SCALED    
 EJ1661* NAVD 88     -        87.721  (meters)     287.80   (feet)  ADJUSTED  
 EJ1661  ___________________________________________________________________
 EJ1661  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EJ1661  DYNAMIC HT  -          87.639 (meters)     287.53  (feet)  COMP
 EJ1661  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 EJ1661
 EJ1661  VERT ORDER  -  FIRST     CLASS II
 EJ1661
 EJ1661.The horizontal coordinates were scaled from a topographic map and have
 EJ1661.an estimated accuracy of +/- 6 seconds.
 EJ1661
 EJ1661.The orthometric height was determined by differential leveling
 EJ1661.and adjusted by the National Geodetic Survey in June 1991..
 EJ1661
 EJ1661.The geoid height was determined by GEOID03.
 EJ1661
 EJ1661.The dynamic height is computed by dividing the NAVD 88
 EJ1661.geopotential number by the normal gravity value computed on the
 EJ1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1661.degrees latitude (g = 980.6199 gals.).
 EJ1661
 EJ1661.The modeled gravity was interpolated from observed gravity values.
 EJ1661
 EJ1661;                    North         East    Units  Estimated Accuracy
 EJ1661;SPC AR S     -   634,470.      374,550.      MT  (+/- 180 meters Scaled)
 EJ1661
 EJ1661                          SUPERSEDED SURVEY CONTROL
 EJ1661
 EJ1661  NGVD 29 (06/07/95)   87.777  (m)          287.98   (f) ADJUSTED    1 2
 EJ1661
 EJ1661.Superseded values are not recommended for survey control.
 EJ1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1661.See file dsdata.txt to determine how the superseded data were derived.
 EJ1661
 EJ1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU660489(NAD 83)
 EJ1661_MARKER: I = METAL ROD
 EJ1661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1661+WITH SETTING: INFORMATION.
 EJ1661_SP_SET: SHALLOW SET METAL ROD
 EJ1661_STAMPING: D 290 1984
 EJ1661_MARK LOGO: NGS   
 EJ1661_PROJECTION: FLUSH
 EJ1661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1661+STABILITY: POSITION/ELEVATION WELL
 EJ1661_ROD/PIPE-DEPTH: 0.61 meters
 EJ1661
 EJ1661  HISTORY     - Date     Condition        Report By
 EJ1661  HISTORY     - 1984     MONUMENTED       NGS
 EJ1661  HISTORY     - 1987     GOOD             USPSQD
 EJ1661  HISTORY     - 1988     GOOD             USPSQD
 EJ1661  HISTORY     - 1988     GOOD             USPSQD
 EJ1661  HISTORY     - 1989     GOOD             USPSQD
 EJ1661  HISTORY     - 1989     GOOD             USPSQD
 EJ1661  HISTORY     - 1990     GOOD             USPSQD
 EJ1661
 EJ1661                          STATION DESCRIPTION
 EJ1661
 EJ1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1661'IN NORTH LITTLE ROCK.
 EJ1661'IN NORTH LITTLE ROCK, SET IN THE NORTHWEST TANGENT OF STATE HIGHWAY
 EJ1661'365 AND PERSHING BOULEVARD, 0.7 KM (0.45 MI) SOUTH ALONG STATE HIGHWAY
 EJ1661'365 FROM THE OVERPASS OF INTERSTATE 40 IN NORTH LITTLE ROCK TO THE
 EJ1661'MARK ON THE RIGHT, 14.14 METERS (46.4 FT) WEST OF THE CENTERLINE OF
 EJ1661'THE HIGHWAY, 62.21 METERS (204.1 FT) NORTH OF THE CENTERLINE OF THE
 EJ1661'WEST BOUND LANE OF THE BOULEVARD, 37.55 METERS (123.2 FT) NORTHEAST OF
 EJ1661'THE NORTHEAST CORNER OF A ONE LEVEL BRICK BUILDING (AT PRESENT A
 EJ1661'SUPERSTOP), AND 3.81 METERS (12.5 FT) SOUTHWEST OF AN ANCHOR POLE FOR
 EJ1661'2 GUY WIRES BRACING A POLE AT THE TOP OF A CLIFF.  NOTE, ENCOUNTERED
 EJ1661'ROCK IN THE PILOT HOLE AT ABOUT 1.5 FEET, THERE IS A LARGE ROCK
 EJ1661'FORMATION JUST NORTHWEST OF THE MARK, ROD DRIVEN TILL IT WAS ANCHORED
 EJ1661'AND THEN CEMENTED IT TO THE ROCK.
 EJ1661'THE MARK IS 3.81 METERS  SW FROM A WITNESS POST.
 EJ1661'THE MARK IS 0.31 M ABOVE HIGHWAY.
 EJ1661
 EJ1661                          STATION RECOVERY (1987)
 EJ1661
 EJ1661'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ1661'RECOVERED IN GOOD CONDITION.
 EJ1661
 EJ1661                          STATION RECOVERY (1988)
 EJ1661
 EJ1661'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1661'RECOVERED IN GOOD CONDITION.
 EJ1661
 EJ1661                          STATION RECOVERY (1988)
 EJ1661
 EJ1661'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDD)
 EJ1661'RECOVERED IN GOOD CONDITION.
 EJ1661
 EJ1661                          STATION RECOVERY (1989)
 EJ1661
 EJ1661'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ1661'RECOVERED IN GOOD CONDITION.
 EJ1661
 EJ1661                          STATION RECOVERY (1989)
 EJ1661
 EJ1661'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1661'RECOVERED IN GOOD CONDITION.
 EJ1661
 EJ1661                          STATION RECOVERY (1990)
 EJ1661
 EJ1661'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1541 ***********************************************************************
 FG1541  DESIGNATION -  D 291
 FG1541  PID         -  FG1541
 FG1541  STATE/COUNTY-  AR/FAULKNER
 FG1541  USGS QUAD   -  CONWAY (1994)
 FG1541
 FG1541                         *CURRENT SURVEY CONTROL
 FG1541  ___________________________________________________________________
 FG1541* NAD 83(1986)-  35 06 23.     (N)    092 26 43.     (W)     SCALED    
 FG1541* NAVD 88     -       107.194  (meters)     351.69   (feet)  ADJUSTED  
 FG1541  ___________________________________________________________________
 FG1541  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG1541  DYNAMIC HT  -         107.094 (meters)     351.36  (feet)  COMP
 FG1541  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FG1541
 FG1541  VERT ORDER  -  FIRST     CLASS II
 FG1541
 FG1541.The horizontal coordinates were scaled from a topographic map and have
 FG1541.an estimated accuracy of +/- 6 seconds.
 FG1541
 FG1541.The orthometric height was determined by differential leveling
 FG1541.and adjusted by the National Geodetic Survey in June 1991..
 FG1541
 FG1541.The geoid height was determined by GEOID03.
 FG1541
 FG1541.The dynamic height is computed by dividing the NAVD 88
 FG1541.geopotential number by the normal gravity value computed on the
 FG1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1541.degrees latitude (g = 980.6199 gals.).
 FG1541
 FG1541.The modeled gravity was interpolated from observed gravity values.
 FG1541
 FG1541;                    North         East    Units  Estimated Accuracy
 FG1541;SPC AR N     -    85,860.      359,410.      MT  (+/- 180 meters Scaled)
 FG1541
 FG1541                          SUPERSEDED SURVEY CONTROL
 FG1541
 FG1541  NGVD 29 (06/07/95)  107.226  (m)          351.79   (f) ADJUSTED    1 2
 FG1541
 FG1541.Superseded values are not recommended for survey control.
 FG1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1541.See file dsdata.txt to determine how the superseded data were derived.
 FG1541
 FG1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU505849(NAD 83)
 FG1541_MARKER: I = METAL ROD
 FG1541_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1541+WITH SETTING: INFORMATION.
 FG1541_SP_SET: SHALLOW SET METAL ROD
 FG1541_STAMPING: D 291 1984
 FG1541_MARK LOGO: NGS   
 FG1541_PROJECTION: RECESSED 2 CENTIMETERS
 FG1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1541+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 FG1541_ROD/PIPE-DEPTH: 1.83 meters
 FG1541
 FG1541  HISTORY     - Date     Condition        Report By
 FG1541  HISTORY     - 1984     MONUMENTED       NGS
 FG1541  HISTORY     - 1988     GOOD             USPSQD
 FG1541  HISTORY     - 1989     GOOD             USPSQD
 FG1541  HISTORY     - 1989     GOOD             USPSQD
 FG1541  HISTORY     - 20020717 GOOD             USACE
 FG1541
 FG1541                          STATION DESCRIPTION
 FG1541
 FG1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1541'IN CONWAY.
 FG1541'IN CONWAY, AT THE INTERSECTION OF WASHINGTON AND HUTTO STREETS WHICH
 FG1541'ARE 1.0 KM (0.65 MI) NORTH-NORTHWEST ALONG FRONT STREET FROM THE POST
 FG1541'OFFICE, THENCE 0.1 K (0.05 MI) WEST ALONG INDEPENDENCE STREET, THENCE
 FG1541'1.0 KM (0.65 MI) NORTH ALONG WASHINGTON STREET, 17.59 METERS (57.7 FT)
 FG1541'WEST OF THE CENTERLINE OF WASHINGTON STREET, 28.99 METERS (95.1 FT)
 FG1541'NORTH OF THE APPROXIMATE CENTER OF HUTTO STREET, 8.75 METERS (28.7 FT)
 FG1541'EAST OF THE SOUTHEAST CORNER OF THE EAST WING OF A LARGE ROCK AND WOOD
 FG1541'BUILDING (THE ECS AND SIS INC.), 4.42 METERS (14.5 FT) SOUTH OF THE
 FG1541'SOUTH EDGE OF THE SIDEWALK TO THE MAIN ENTRANCE OF THE BUILDING, AND
 FG1541'2.16 METERS (7.1 FT) WEST OF THE WEST END OF A 2 FOOT BY 6 FOOT BY 2.5
 FG1541'FOOT ROCK FLOWER BED.  NOTE THE ROD WAS DRIVEN TO REFUSAL.
 FG1541'THE MARK IS ABOVE LEVEL WITH WASHINGTON STREET.
 FG1541
 FG1541                          STATION RECOVERY (1988)
 FG1541
 FG1541'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1541'RECOVERED IN GOOD CONDITION.
 FG1541
 FG1541                          STATION RECOVERY (1989)
 FG1541
 FG1541'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1541'RECOVERED IN GOOD CONDITION.
 FG1541
 FG1541                          STATION RECOVERY (1989)
 FG1541
 FG1541'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1541'RECOVERED IN GOOD CONDITION.
 FG1541
 FG1541                          STATION RECOVERY (2002)
 FG1541
 FG1541'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 FG1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2601 ***********************************************************************
 EH2601  DESIGNATION -  D 292
 EH2601  PID         -  EH2601
 EH2601  STATE/COUNTY-  AR/LINCOLN
 EH2601  USGS QUAD   -  CADES (1975)
 EH2601
 EH2601                         *CURRENT SURVEY CONTROL
 EH2601  ___________________________________________________________________
 EH2601* NAD 83(1986)-  34 01 20.     (N)    091 35 34.     (W)     SCALED    
 EH2601* NAVD 88     -        52.619  (meters)     172.63   (feet)  ADJUSTED  
 EH2601  ___________________________________________________________________
 EH2601  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH2601  DYNAMIC HT  -          52.567 (meters)     172.46  (feet)  COMP
 EH2601  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EH2601
 EH2601  VERT ORDER  -  FIRST     CLASS II
 EH2601
 EH2601.The horizontal coordinates were scaled from a topographic map and have
 EH2601.an estimated accuracy of +/- 6 seconds.
 EH2601
 EH2601.The orthometric height was determined by differential leveling
 EH2601.and adjusted by the National Geodetic Survey in June 1991..
 EH2601
 EH2601.The geoid height was determined by GEOID03.
 EH2601
 EH2601.The dynamic height is computed by dividing the NAVD 88
 EH2601.geopotential number by the normal gravity value computed on the
 EH2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2601.degrees latitude (g = 980.6199 gals.).
 EH2601
 EH2601.The modeled gravity was interpolated from observed gravity values.
 EH2601
 EH2601;                    North         East    Units  Estimated Accuracy
 EH2601;SPC AR S     -   550,420.      437,610.      MT  (+/- 180 meters Scaled)
 EH2601
 EH2601                          SUPERSEDED SURVEY CONTROL
 EH2601
 EH2601.No superseded survey control is available for this station.
 EH2601
 EH2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT299655(NAD 83)
 EH2601_MARKER: I = METAL ROD
 EH2601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2601_SP_SET: STAINLESS STEEL ROD
 EH2601_STAMPING: D 292 1984
 EH2601_MARK LOGO: NGS   
 EH2601_PROJECTION: FLUSH
 EH2601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2601_ROD/PIPE-DEPTH: 24.4 meters
 EH2601
 EH2601  HISTORY     - Date     Condition        Report By
 EH2601  HISTORY     - 1984     MONUMENTED       NGS
 EH2601  HISTORY     - 1989     GOOD             USPSQD
 EH2601  HISTORY     - 1990     GOOD             USPSQD
 EH2601  HISTORY     - 1990     GOOD             USPSQD
 EH2601
 EH2601                          STATION DESCRIPTION
 EH2601
 EH2601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2601'4.8 KM (3.0 MI) NW FROM GOULD.
 EH2601'4.8 KM (3.0 MI) NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE JUNCTION OF
 EH2601'STATE HIGHWAY 114 EAST IN GOULD, AT A 7-FOOT TALL SIGNPOST NUMBER 417,
 EH2601'37.49 METERS (123.0 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 EH2601'3.96 METERS (13.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI
 EH2601'PACIFIC RAILROAD, 6.70 METERS (22.0 FT) NORTHWEST OF A METAL RAILROAD
 EH2601'SIGNAL BOX, 1.15 METERS (3.8 FT) SOUTHWEST OF A GALVANIZED POST WITH
 EH2601'MILEPOST SIGN 417, AND 7.60 METERS (25.0 FT) NORTHEAST OF A TELEGRAPH
 EH2601'POLE WITH MILEPOST SIGN 417.
 EH2601'THE MARK IS 0.36 METERS  SE FROM A WITNESS POST.
 EH2601
 EH2601                          STATION RECOVERY (1989)
 EH2601
 EH2601'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2601'RECOVERED IN GOOD CONDITION.
 EH2601
 EH2601                          STATION RECOVERY (1990)
 EH2601
 EH2601'RECOVERY NOTE BY US POWER SQUADRON 1990 (UNK)
 EH2601'RECOVERED IN GOOD CONDITION.
 EH2601
 EH2601                          STATION RECOVERY (1990)
 EH2601
 EH2601'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1566 ***********************************************************************
 FG1566  FBN         -  This is a Federal Base Network Control Station.
 FG1566  DESIGNATION -  D 293
 FG1566  PID         -  FG1566
 FG1566  STATE/COUNTY-  AR/CONWAY
 FG1566  USGS QUAD   -  MORRILTON WEST (1991)
 FG1566
 FG1566                         *CURRENT SURVEY CONTROL
 FG1566  ___________________________________________________________________
 FG1566* NAD 83(1997)-  35 12 58.76669(N)    092 49 58.87038(W)     ADJUSTED  
 FG1566* NAVD 88     -        99.649  (meters)     326.93   (feet)  ADJUSTED  
 FG1566  ___________________________________________________________________
 FG1566  X           -    -257,836.463 (meters)                     COMP
 FG1566  Y           -  -5,210,306.415 (meters)                     COMP
 FG1566  Z           -   3,657,541.062 (meters)                     COMP
 FG1566  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 FG1566  ELLIP HEIGHT-          70.94  (meters)          (07/20/01) GPS OBS
 FG1566  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FG1566  DYNAMIC HT  -          99.555 (meters)     326.62  (feet)  COMP
 FG1566  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 FG1566
 FG1566  HORZ ORDER  -  A
 FG1566  VERT ORDER  -  FIRST     CLASS II
 FG1566  ELLP ORDER  -  FOURTH    CLASS I
 FG1566
 FG1566.The horizontal coordinates were established by GPS observations
 FG1566.and adjusted by the National Geodetic Survey in July 2001..
 FG1566
 FG1566.The orthometric height was determined by differential leveling
 FG1566.and adjusted by the National Geodetic Survey in June 1991..
 FG1566
 FG1566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1566
 FG1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1566
 FG1566.The ellipsoidal height was determined by GPS observations
 FG1566.and is referenced to NAD 83.
 FG1566
 FG1566.The geoid height was determined by GEOID03.
 FG1566
 FG1566.The dynamic height is computed by dividing the NAVD 88
 FG1566.geopotential number by the normal gravity value computed on the
 FG1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1566.degrees latitude (g = 980.6199 gals.).
 FG1566
 FG1566.The modeled gravity was interpolated from observed gravity values.
 FG1566
 FG1566;                    North         East     Units Scale Factor Converg.
 FG1566;SPC AR N     -    98,281.062   324,160.055   MT  0.99995643   -0 29 05.0
 FG1566;SPC AR N     -   322,443.78  1,063,515.11   sFT  0.99995643   -0 29 05.0
 FG1566;UTM  15      - 3,897,045.781   515,197.040   MT  0.99960285   +0 05 46.7
 FG1566
 FG1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1566!SPC AR N     -   0.99998887  x   0.99995643  =   0.99994530
 FG1566!UTM  15      -   0.99998887  x   0.99960285  =   0.99959172
 FG1566
 FG1566                          SUPERSEDED SURVEY CONTROL
 FG1566
 FG1566  NAD 83(1997)-  35 12 58.76686(N)    092 49 58.87248(W) AD(       ) 1
 FG1566  NAD 83(1986)-  35 12 58.78109(N)    092 49 58.86533(W) AD(       ) 1
 FG1566  NAVD 88 (07/20/01)   99.65   (m)          326.9    (f) LEVELING    3  
 FG1566  NGVD 29 (11/13/90)   99.67   (m)          327.0    (f) LEVELING    3  
 FG1566
 FG1566.Superseded values are not recommended for survey control.
 FG1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1566.See file dsdata.txt to determine how the superseded data were derived.
 FG1566
 FG1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1519797046(NAD 83)
 FG1566_MARKER: I = METAL ROD
 FG1566_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1566_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1566_STAMPING: D 293 1984
 FG1566_MARK LOGO: NGS   
 FG1566_PROJECTION: FLUSH
 FG1566_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1566+STABILITY: POSITION/ELEVATION WELL
 FG1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1566+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 FG1566_ROD/PIPE-DEPTH: 7.32 meters
 FG1566
 FG1566  HISTORY     - Date     Condition        Report By
 FG1566  HISTORY     - 1984     MONUMENTED       NGS
 FG1566  HISTORY     - 1987     GOOD             USPSQD
 FG1566  HISTORY     - 1988     GOOD             USPSQD
 FG1566  HISTORY     - 1989     GOOD             USPSQD
 FG1566  HISTORY     - 1989     GOOD             USPSQD
 FG1566  HISTORY     - 19890926 GOOD             NGS
 FG1566  HISTORY     - 19900613 GOOD
 FG1566  HISTORY     - 20000128 GOOD             NGS
 FG1566  HISTORY     - 20040922 GOOD             NGS
 FG1566
 FG1566                          STATION DESCRIPTION
 FG1566
 FG1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1566'11.3 KM (7.0 MI) NW FROM MORRILTON.
 FG1566'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1566'0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 FG1566'MORRILTON, THENCE 11.2 KM (6.95 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO
 FG1566'AN ASPHALT ROAD LEADING NORTHEAST TO INTERSTATE 40 AND THE MARK ON THE
 FG1566'RIGHT, 20.21 METERS (66.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 FG1566'HIGHWAY, 22.56 METERS (74.0 FT) SOUTHEAST OF THE CENTER OF THE ASPHALT
 FG1566'ROAD, 8.69 METERS (28.5 FT) NORTH OF THE END POST OF A WIRE MESH
 FG1566'FENCE, AND 0.52 METERS (1.7 FT) WEST OF A WIRE MESH FENCE.
 FG1566'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FG1566
 FG1566                          STATION RECOVERY (1987)
 FG1566
 FG1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1566'RECOVERED IN GOOD CONDITION.
 FG1566
 FG1566                          STATION RECOVERY (1988)
 FG1566
 FG1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1566'RECOVERED IN GOOD CONDITION.
 FG1566
 FG1566                          STATION RECOVERY (1989)
 FG1566
 FG1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1566'RECOVERED IN GOOD CONDITION.
 FG1566
 FG1566                          STATION RECOVERY (1989)
 FG1566
 FG1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1566'RECOVERED IN GOOD CONDITION.
 FG1566
 FG1566                          STATION RECOVERY (1989)
 FG1566
 FG1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FG1566'STATION IS LOCATED ABOUT 11 KM (6.8 MI) NORTHWEST OF MORRILTON, 1 KM
 FG1566'(0.6 MI) SOUTHEAST OF BLACKWELL, AT THE JUNCTION OF US HIGHWAY 64 AND
 FG1566'A PAVED ROAD LEADING TO INTERSTATE HIGHWAY 40, ON ROAD RIGHT-OF-WAY,
 FG1566'ALONG A FENCE BORDERING A LARGE OPEN AREA, ON THE SOUTH EDGE OF
 FG1566'SECTION 29, T 7 N, R 17 W.  OWNERSHIP--ARKANSAS HIGHWAY AND
 FG1566'TRANSPORTATION DERARTMENT.
 FG1566'TO REACH FROM THE BLACKWELL EXIT OF INTERSTATE HIGHWAY 40 (EXIT 101)
 FG1566'ABOUT 10 KM (6.2 MI) NORTHWEST OF MORRILTON EXIT, GO SOUTHWEST ON
 FG1566'PAVED ROAD FOR 0.44 KM (0.27 MI) TO ITS JUNCTION WITH US HIGHWAY 64
 FG1566'AND STATION ON THE LEFT.
 FG1566'STATION MARK IS THE TOP CENTER OF A ROD, ENCASED IN A SLEEVE WITH AN
 FG1566'ACCESS COVER THAT IS FLUSH WITH THE GROUND.  IT IS 20.1 M (65.9 FT)
 FG1566'NORTHEAST OF THE HIGHWAY CENTER, 21.9 M (71.9 FT) SOUTHEAST OF THE
 FG1566'ROAD CENTER, SLIGHTLY LOWER THAN THE ROAD JUNCTION, 0.5 M (1.6 FT)
 FG1566'NORTHWEST OF THE WIRE FENCE, 0.7 M (2.3 FT) SOUTHWEST OF A FIBERGLASS
 FG1566'WITNESS POST, AND 8.4 M (27.6 FT) NORTH OF THE SOUTH END OF FENCE.
 FG1566'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FG1566
 FG1566                          STATION RECOVERY (1990)
 FG1566
 FG1566'RECOVERED 1990
 FG1566'RECOVERED IN GOOD CONDITION.
 FG1566
 FG1566                          STATION RECOVERY (2000)
 FG1566
 FG1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 FG1566'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 FG1566'CONDITION AND AS PREVIOUSLY DESCRIBED.  NOTE-- OMIT THE WIRE FENCE
 FG1566'STATED IN THE 1989 DESCRIPTION, IT HAS BEEN REPLACED WITH A WOOD
 FG1566'FENCE.  ADD 8.38 M (27.49 FT) NORTH OF THE SOUTHWEST CORNER POST OF
 FG1566'THE FENCE AND 1.1 M (3.6 FT) WEST OF THE FENCE.  ALL OTHER
 FG1566'MEASUREMENTS ARE ADEQUATE.
 FG1566
 FG1566                          STATION RECOVERY (2004)
 FG1566
 FG1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG1566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1603 ***********************************************************************
 FG1603  CBN         -  This is a Cooperative Base Network Control Station.
 FG1603  DESIGNATION -  D 294
 FG1603  PID         -  FG1603
 FG1603  STATE/COUNTY-  AR/JOHNSON
 FG1603  USGS QUAD   -  DELAWARE (1993)
 FG1603
 FG1603                         *CURRENT SURVEY CONTROL
 FG1603  ___________________________________________________________________
 FG1603* NAD 83(1997)-  35 20 23.88771(N)    093 18 55.79956(W)     ADJUSTED  
 FG1603* NAVD 88     -       124.944  (meters)     409.92   (feet)  ADJUSTED  
 FG1603  ___________________________________________________________________
 FG1603  X           -    -301,245.077 (meters)                     COMP
 FG1603  Y           -  -5,200,061.105 (meters)                     COMP
 FG1603  Z           -   3,668,754.152 (meters)                     COMP
 FG1603  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 FG1603  ELLIP HEIGHT-          95.65  (meters)          (09/21/01) GPS OBS
 FG1603  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1603  DYNAMIC HT  -         124.826 (meters)     409.53  (feet)  COMP
 FG1603  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 FG1603
 FG1603  HORZ ORDER  -  B
 FG1603  VERT ORDER  -  FIRST     CLASS II
 FG1603  ELLP ORDER  -  FOURTH    CLASS II
 FG1603
 FG1603.The horizontal coordinates were established by GPS observations
 FG1603.and adjusted by the National Geodetic Survey in September 1997..
 FG1603
 FG1603.The orthometric height was determined by differential leveling
 FG1603.and adjusted by the National Geodetic Survey in June 1991..
 FG1603
 FG1603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1603
 FG1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1603
 FG1603.The ellipsoidal height was determined by GPS observations
 FG1603.and is referenced to NAD 83.
 FG1603
 FG1603.The geoid height was determined by GEOID03.
 FG1603
 FG1603.The dynamic height is computed by dividing the NAVD 88
 FG1603.geopotential number by the normal gravity value computed on the
 FG1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1603.degrees latitude (g = 980.6199 gals.).
 FG1603
 FG1603.The modeled gravity was interpolated from observed gravity values.
 FG1603
 FG1603;                    North         East     Units Scale Factor Converg.
 FG1603;SPC AR N     -   112,476.245   280,419.372   MT  0.99994497   -0 45 55.8
 FG1603;SPC AR N     -   369,015.81    920,009.22   sFT  0.99994497   -0 45 55.8
 FG1603;UTM  15      - 3,910,791.032   471,329.649   MT  0.99961013   -0 10 57.0
 FG1603
 FG1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1603!SPC AR N     -   0.99998499  x   0.99994497  =   0.99992996
 FG1603!UTM  15      -   0.99998499  x   0.99961013  =   0.99959512
 FG1603
 FG1603                          SUPERSEDED SURVEY CONTROL
 FG1603
 FG1603  ELLIP H (09/19/97)   95.68   (m)                       GP(       ) 4 1
 FG1603  NAVD 88 (09/19/97)  124.94   (m)          409.9    (f) LEVELING    3  
 FG1603
 FG1603.Superseded values are not recommended for survey control.
 FG1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1603.See file dsdata.txt to determine how the superseded data were derived.
 FG1603
 FG1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7133010791(NAD 83)
 FG1603_MARKER: I = METAL ROD
 FG1603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1603_SP_SET: STAINLESS STEEL ROD
 FG1603_STAMPING: D 294 1984
 FG1603_MARK LOGO: NGS   
 FG1603_PROJECTION: RECESSED 6 CENTIMETERS
 FG1603_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1603+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 FG1603_ROD/PIPE-DEPTH: 3.84 meters
 FG1603
 FG1603  HISTORY     - Date     Condition        Report By
 FG1603  HISTORY     - 1984     MONUMENTED       NGS
 FG1603  HISTORY     - 1987     GOOD             USPSQD
 FG1603  HISTORY     - 1988     GOOD             USPSQD
 FG1603  HISTORY     - 1989     GOOD             USPSQD
 FG1603  HISTORY     - 1990     GOOD             USPSQD
 FG1603  HISTORY     - 19970127 GOOD             NGS
 FG1603  HISTORY     - 20050527 GOOD             GEOCAC
 FG1603
 FG1603                          STATION DESCRIPTION
 FG1603
 FG1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1603'5.5 KM (3.4 MI) WEST FROM LONDON.
 FG1603'5.5 KM (3.4 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1603'LONDON, AT A PRIVATE DRIVEWAY LEADING NORTH TO MR. STEVE TILLMAN FARM
 FG1603'HOME, IS 0.2 KM (0.1 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 359
 FG1603'NORTH, 15.69 METERS (51.5 FT) NORTH OF THE CENTERLINE OF HIGHWAY 64,
 FG1603'10.66 METERS (35.0 FT) WEST OF THE CENTER OF THE NORTH DRIVEWAY,
 FG1603'5.33 METERS (17.5 FT) WEST OF A FENCE CORNER POST, AND 0.24 METERS
 FG1603'(0.8 FT) SOUTH OF A FOUR WIRE BARBED WIRE RIGHT-OF-WAY FENCE.  NOTE,
 FG1603'ROD DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FG1603'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FG1603'THE MARK IS 0.6 M ABOVE HIGHWAY 64.
 FG1603
 FG1603                          STATION RECOVERY (1987)
 FG1603
 FG1603'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1603'RECOVERED IN GOOD CONDITION.
 FG1603
 FG1603                          STATION RECOVERY (1988)
 FG1603
 FG1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1603'RECOVERED IN GOOD CONDITION.
 FG1603
 FG1603                          STATION RECOVERY (1989)
 FG1603
 FG1603'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1603'RECOVERED IN GOOD CONDITION.
 FG1603
 FG1603                          STATION RECOVERY (1990)
 FG1603
 FG1603'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1603'RECOVERED IN GOOD CONDITION.
 FG1603
 FG1603                          STATION RECOVERY (1997)
 FG1603
 FG1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FG1603'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTHWEST OF
 FG1603'RUSSELLVILLE, 5 KM (3.10 MI) WEST OF LONDON, IN THE EAST QUADRANT OF
 FG1603'THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 359, AND IN THE
 FG1603'HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION
 FG1603'DEPARTMENT.  TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF
 FG1603'INTERSTATE HIGHWAY 40 AND STATE HIGHWAY 315 (EXIT 67), ABOUT 24 KM
 FG1603'(14.90 MI) NORTHWEST OF RUSSELLVILLE, GO SOUTHWEST ON HIGHWAY 315 FOR
 FG1603'0.56 KM (0.35 MI) TO THE JUNCTION OF U.S. HIGHWAY 64.  TURN LEFT,
 FG1603'SOUTHEAST ON HIGHWAY 64 FOR 6.35 KM (3.95 MI) TO THE JUNCTION OF STATE
 FG1603'HIGHWAY 359 ON THE LEFT.  CONTINUE AHEAD, SOUTHEAST ON HIGHWAY 64 FOR
 FG1603'0.11 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 FG1603'HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD ENCASED IN A 12.7 CM
 FG1603'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE RECESSED 5 CM BELOW
 FG1603'THE GROUND.  IT IS 15.5 M (50.9 FT) NORTHEAST OF AND ABOUT 2 M (6.6
 FG1603'FT) HIGHER THAN THE CENTER OF HIGHWAY 64, 10.1 M (33.1 FT) NORTHWEST
 FG1603'OF THE CENTER OF A GRAVEL DRIVE, 4.9 M (16.1 FT) SOUTHEAST OF A 1 M
 FG1603'(3.3 FT) TALL STEEL TELEPHONE CABLE WARNING POST, 4.0 M (13.1 FT)
 FG1603'NORTHWEST OF A 1 M (3.3 FT) TALL STEEL TELEPHONE CABLE WARNING POST,
 FG1603'0.5 M (1.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST IN A FENCE LINE
 FG1603'AND 0.3 M (1.0 FT) SOUTHWEST OF THE FENCE.
 FG1603
 FG1603                          STATION RECOVERY (2005)
 FG1603
 FG1603'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FG1603'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1654 ***********************************************************************
 FG1654  DESIGNATION -  D 295
 FG1654  PID         -  FG1654
 FG1654  STATE/COUNTY-  AR/FRANKLIN
 FG1654  USGS QUAD   -  CECIL (1993)
 FG1654
 FG1654                         *CURRENT SURVEY CONTROL
 FG1654  ___________________________________________________________________
 FG1654* NAD 83(1986)-  35 26 16.     (N)    093 55 16.     (W)     SCALED    
 FG1654* NAVD 88     -       264.556  (meters)     867.96   (feet)  ADJUSTED  
 FG1654  ___________________________________________________________________
 FG1654  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FG1654  DYNAMIC HT  -         264.308 (meters)     867.15  (feet)  COMP
 FG1654  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 FG1654
 FG1654  VERT ORDER  -  FIRST     CLASS II
 FG1654
 FG1654.The horizontal coordinates were scaled from a topographic map and have
 FG1654.an estimated accuracy of +/- 6 seconds.
 FG1654
 FG1654.The orthometric height was determined by differential leveling
 FG1654.and adjusted by the National Geodetic Survey in June 1991..
 FG1654
 FG1654.The geoid height was determined by GEOID03.
 FG1654
 FG1654.The dynamic height is computed by dividing the NAVD 88
 FG1654.geopotential number by the normal gravity value computed on the
 FG1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1654.degrees latitude (g = 980.6199 gals.).
 FG1654
 FG1654.The modeled gravity was interpolated from observed gravity values.
 FG1654
 FG1654;                    North         East    Units  Estimated Accuracy
 FG1654;SPC AR N     -   124,230.      225,590.      MT  (+/- 180 meters Scaled)
 FG1654
 FG1654                          SUPERSEDED SURVEY CONTROL
 FG1654
 FG1654.No superseded survey control is available for this station.
 FG1654
 FG1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV163219(NAD 83)
 FG1654_MARKER: DB = BENCH MARK DISK
 FG1654_SETTING: 66 = SET IN ROCK OUTCROP
 FG1654_SP_SET: ROCK OUTCROP
 FG1654_STAMPING: D 295 1984
 FG1654_MARK LOGO: NGS   
 FG1654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1654+STABILITY: POSITION/ELEVATION WELL
 FG1654
 FG1654  HISTORY     - Date     Condition        Report By
 FG1654  HISTORY     - 1984     MONUMENTED       NGS
 FG1654  HISTORY     - 1987     GOOD             USPSQD
 FG1654  HISTORY     - 1988     GOOD             USPSQD
 FG1654  HISTORY     - 1989     GOOD             USPSQD
 FG1654  HISTORY     - 1990     GOOD             USPSQD
 FG1654
 FG1654                          STATION DESCRIPTION
 FG1654
 FG1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1654'2.2 KM (1.4 MI) EAST FROM CECIL.
 FG1654'2.2 KM (1.4 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FG1654'CECIL TO THE MARK ON THE RIGHT, A DISK SET IN AN OUTCROP OF BEDROCK,
 FG1654'5.58 METERS (18.3 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 96,
 FG1654'17.59 METERS (57.7 FT) EAST-NORTHEAST OF A LARGE TREE, AND 6.68 METERS
 FG1654'(21.9 FT) NORTH OF A BARBWIRE FENCE.
 FG1654'THE MARK IS 6.40 METERS  N FROM A WITNESS POST.
 FG1654'THE MARK IS 0.15 M ABOVE HIGHWAY 96.
 FG1654
 FG1654                          STATION RECOVERY (1987)
 FG1654
 FG1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1654'RECOVERED IN GOOD CONDITION.
 FG1654
 FG1654                          STATION RECOVERY (1988)
 FG1654
 FG1654'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1654'RECOVERED IN GOOD CONDITION.
 FG1654
 FG1654                          STATION RECOVERY (1989)
 FG1654
 FG1654'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1654'RECOVERED IN GOOD CONDITION.
 FG1654
 FG1654                          STATION RECOVERY (1990)
 FG1654
 FG1654'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1631 ***********************************************************************
 FG1631  DESIGNATION -  D 296
 FG1631  PID         -  FG1631
 FG1631  STATE/COUNTY-  AR/JOHNSON
 FG1631  USGS QUAD   -  COAL HILL (1993)
 FG1631
 FG1631                         *CURRENT SURVEY CONTROL
 FG1631  ___________________________________________________________________
 FG1631* NAD 83(1986)-  35 25 53.     (N)    093 37 49.     (W)     SCALED    
 FG1631* NAVD 88     -       139.795  (meters)     458.64   (feet)  ADJUSTED  
 FG1631  ___________________________________________________________________
 FG1631  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FG1631  DYNAMIC HT  -         139.666 (meters)     458.22  (feet)  COMP
 FG1631  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FG1631
 FG1631  VERT ORDER  -  FIRST     CLASS II
 FG1631
 FG1631.The horizontal coordinates were scaled from a topographic map and have
 FG1631.an estimated accuracy of +/- 6 seconds.
 FG1631
 FG1631.The orthometric height was determined by differential leveling
 FG1631.and adjusted by the National Geodetic Survey in June 1991..
 FG1631
 FG1631.The geoid height was determined by GEOID03.
 FG1631
 FG1631.The dynamic height is computed by dividing the NAVD 88
 FG1631.geopotential number by the normal gravity value computed on the
 FG1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1631.degrees latitude (g = 980.6199 gals.).
 FG1631
 FG1631.The modeled gravity was interpolated from observed gravity values.
 FG1631
 FG1631;                    North         East    Units  Estimated Accuracy
 FG1631;SPC AR N     -   123,050.      251,980.      MT  (+/- 180 meters Scaled)
 FG1631
 FG1631                          SUPERSEDED SURVEY CONTROL
 FG1631
 FG1631.No superseded survey control is available for this station.
 FG1631
 FG1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV427210(NAD 83)
 FG1631_MARKER: I = METAL ROD
 FG1631_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1631+WITH SETTING: INFORMATION.
 FG1631_SP_SET: SHALLOW SET METAL ROD
 FG1631_STAMPING: D 296 1984
 FG1631_MARK LOGO: NGS   
 FG1631_PROJECTION: FLUSH
 FG1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1631_ROD/PIPE-DEPTH: 1.4  meters
 FG1631
 FG1631  HISTORY     - Date     Condition        Report By
 FG1631  HISTORY     - 1984     MONUMENTED       NGS
 FG1631  HISTORY     - 1987     GOOD             USPSQD
 FG1631  HISTORY     - 1988     GOOD             USPSQD
 FG1631  HISTORY     - 1989     GOOD             USPSQD
 FG1631  HISTORY     - 1989     GOOD             USPSQD
 FG1631
 FG1631                          STATION DESCRIPTION
 FG1631
 FG1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1631'1.7 KM (1.05 MI) WEST FROM HARTMAN.
 FG1631'0.2 KM (0.15 MI) NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN
 FG1631'HARTMAN, THENCE 1.4 KM (0.9 MI) WEST ALONG U.S. HIGHWAY 64 AT A TRACK
 FG1631'ROAD LEADING NORTH, 14.78 METERS (48.5 FT) NORTH OF THE CENTERLINE OF
 FG1631'HIGHWAY 64, 27.21 METERS (89.3 FT) NORTH-NORTHWEST AND ACROSS THE
 FG1631'HIGHWAY FROM A POWERLINE POLE NUMBER 300 23 WITH A LIGHT, 14.32 METERS
 FG1631'(4.70 FT) WEST OF THE CENTER OF THE TRACK ROAD NORTH, 10.66 METERS
 FG1631'(35.0 FT) WEST OF A RAILROAD TIE FENCE CORNER POST, 8.22 METERS
 FG1631'(27.0 FT) WEST-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST, AND
 FG1631'0.3 METER (1.0 FT) SOUTH OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL AND
 FG1631'ANCHORED AT THIS DEPTH.
 FG1631'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FG1631'THE MARK IS 0.66 M ABOVE HIGHWAY 64.
 FG1631
 FG1631                          STATION RECOVERY (1987)
 FG1631
 FG1631'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1631'RECOVERED IN GOOD CONDITION.
 FG1631
 FG1631                          STATION RECOVERY (1988)
 FG1631
 FG1631'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1631'RECOVERED IN GOOD CONDITION.
 FG1631
 FG1631                          STATION RECOVERY (1989)
 FG1631
 FG1631'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1631'RECOVERED IN GOOD CONDITION.
 FG1631
 FG1631                          STATION RECOVERY (1989)
 FG1631
 FG1631'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0786 ***********************************************************************
 FH0786  DESIGNATION -  D 297
 FH0786  PID         -  FH0786
 FH0786  STATE/COUNTY-  AR/SEBASTIAN
 FH0786  USGS QUAD   -  LAVACA (1997)
 FH0786
 FH0786                         *CURRENT SURVEY CONTROL
 FH0786  ___________________________________________________________________
 FH0786* NAD 83(1986)-  35 20 09.     (N)    094 09 50.     (W)     SCALED    
 FH0786* NAVD 88     -       127.781  (meters)     419.23   (feet)  ADJUSTED  
 FH0786  ___________________________________________________________________
 FH0786  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FH0786  DYNAMIC HT  -         127.662 (meters)     418.84  (feet)  COMP
 FH0786  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 FH0786
 FH0786  VERT ORDER  -  FIRST     CLASS II
 FH0786
 FH0786.The horizontal coordinates were scaled from a topographic map and have
 FH0786.an estimated accuracy of +/- 6 seconds.
 FH0786
 FH0786.The orthometric height was determined by differential leveling
 FH0786.and adjusted by the National Geodetic Survey in June 1991..
 FH0786
 FH0786.The geoid height was determined by GEOID03.
 FH0786
 FH0786.The dynamic height is computed by dividing the NAVD 88
 FH0786.geopotential number by the normal gravity value computed on the
 FH0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0786.degrees latitude (g = 980.6199 gals.).
 FH0786
 FH0786.The modeled gravity was interpolated from observed gravity values.
 FH0786
 FH0786;                    North         East    Units  Estimated Accuracy
 FH0786;SPC AR N     -   113,380.      203,300.      MT  (+/- 180 meters Scaled)
 FH0786
 FH0786                          SUPERSEDED SURVEY CONTROL
 FH0786
 FH0786.No superseded survey control is available for this station.
 FH0786
 FH0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV942109(NAD 83)
 FH0786_MARKER: I = METAL ROD
 FH0786_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0786+WITH SETTING: INFORMATION.
 FH0786_SP_SET: SHALLOW SET METAL ROD
 FH0786_STAMPING: D 297 1984
 FH0786_MARK LOGO: NGS   
 FH0786_PROJECTION: FLUSH
 FH0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0786_ROD/PIPE-DEPTH: 1.52 meters
 FH0786
 FH0786  HISTORY     - Date     Condition        Report By
 FH0786  HISTORY     - 1984     MONUMENTED       NGS
 FH0786  HISTORY     - 1987     GOOD             USPSQD
 FH0786  HISTORY     - 1988     GOOD             USPSQD
 FH0786  HISTORY     - 1989     GOOD             USPSQD
 FH0786  HISTORY     - 1990     GOOD             USPSQD
 FH0786
 FH0786                          STATION DESCRIPTION
 FH0786
 FH0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0786'1.0 KM (0.6 MI) EAST FROM LAVACA.
 FH0786'1.0 KM (0.6 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0786'LAVACA TO THE MARK ON THE RIGHT, 12.19 METERS (40.0 FT) SOUTH OF THE
 FH0786'CENTERLINE OF HIGHWAY 96, 27.04 METERS (88.7 FT) EAST OF A GAS METER,
 FH0786'3.20 METERS (10.5 FT) WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY TO
 FH0786'A BRICK HOUSE, AND 0.30 METERS (1.0 FT) NORTH OF A CHAIN LINK FENCE.
 FH0786'NOTE, ROD DRIVEN TO REFUSAL.
 FH0786'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FH0786'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FH0786
 FH0786                          STATION RECOVERY (1987)
 FH0786
 FH0786'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0786'RECOVERED IN GOOD CONDITION.
 FH0786
 FH0786                          STATION RECOVERY (1988)
 FH0786
 FH0786'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0786'RECOVERED IN GOOD CONDITION.
 FH0786
 FH0786                          STATION RECOVERY (1989)
 FH0786
 FH0786'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0786'RECOVERED IN GOOD CONDITION.
 FH0786
 FH0786                          STATION RECOVERY (1990)
 FH0786
 FH0786'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0809 ***********************************************************************
 FH0809  DESIGNATION -  D 298
 FH0809  PID         -  FH0809
 FH0809  STATE/COUNTY-  AR/SEBASTIAN
 FH0809  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0809
 FH0809                         *CURRENT SURVEY CONTROL
 FH0809  ___________________________________________________________________
 FH0809* NAD 83(1986)-  35 21 08.     (N)    094 25 20.     (W)     SCALED    
 FH0809* NAVD 88     -       135.607  (meters)     444.90   (feet)  ADJUSTED  
 FH0809  ___________________________________________________________________
 FH0809  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FH0809  DYNAMIC HT  -         135.479 (meters)     444.48  (feet)  COMP
 FH0809  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FH0809
 FH0809  VERT ORDER  -  FIRST     CLASS II
 FH0809
 FH0809.The horizontal coordinates were scaled from a topographic map and have
 FH0809.an estimated accuracy of +/- 6 seconds.
 FH0809
 FH0809.The orthometric height was determined by differential leveling
 FH0809.and adjusted by the National Geodetic Survey in June 1991..
 FH0809
 FH0809.The geoid height was determined by GEOID03.
 FH0809
 FH0809.The dynamic height is computed by dividing the NAVD 88
 FH0809.geopotential number by the normal gravity value computed on the
 FH0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0809.degrees latitude (g = 980.6199 gals.).
 FH0809
 FH0809.The modeled gravity was interpolated from observed gravity values.
 FH0809
 FH0809;                    North         East    Units  Estimated Accuracy
 FH0809;SPC AR N     -   115,750.      179,870.      MT  (+/- 180 meters Scaled)
 FH0809
 FH0809                          SUPERSEDED SURVEY CONTROL
 FH0809
 FH0809.No superseded survey control is available for this station.
 FH0809
 FH0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV707130(NAD 83)
 FH0809_MARKER: I = METAL ROD
 FH0809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0809_SP_SET: STAINLESS STEEL ROD
 FH0809_STAMPING: D 298 1985
 FH0809_MARK LOGO: NGS   
 FH0809_PROJECTION: FLUSH
 FH0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0809_ROD/PIPE-DEPTH: 4.0  meters
 FH0809
 FH0809  HISTORY     - Date     Condition        Report By
 FH0809  HISTORY     - 1985     MONUMENTED       NGS
 FH0809  HISTORY     - 1987     GOOD             USPSQD
 FH0809  HISTORY     - 1988     GOOD             USPSQD
 FH0809  HISTORY     - 1989     GOOD             USPSQD
 FH0809
 FH0809                          STATION DESCRIPTION
 FH0809
 FH0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0809'IN FORT SMITH.
 FH0809'IN FORT SMITH, NEAR THE JUNCTION OF U.S. HIGHWAY 71 (TOWSON AVENUE)
 FH0809'AND FRESNO STREET, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD
 FH0809'ACROSS THE HIGHWAY AND WEST OF THE AAMCO TRANSMISSION BUILDING,
 FH0809'13.7 KM (2.3 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF U.S.
 FH0809'HIGHWAY 64 IN FORT SMITH, 3.1 METERS (10.3 FT) WEST OF THE WEST CURB
 FH0809'OF HIGHWAY 71 (TOWSON AVENUE), 13.5 METERS (44.4 FT) NORTHEAST OF THE
 FH0809'NORTHEAST RAIL OF THE RAILROAD, 1.2 METERS (4.0 FT) SOUTH OF A DOUBLE
 FH0809'GUYED POWERLINE POLE, AND 26.5 METERS (87.0 FT) NORTH OF A RAILROAD
 FH0809'CROSSING SIGNAL LIGHT SUPPORT POLE.  NOTE, DRIVEN TO REFUSAL AND
 FH0809'ANCHORED.
 FH0809'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 FH0809'THE MARK IS 0.15 M ABOVE HIGHWAY 71.
 FH0809
 FH0809                          STATION RECOVERY (1987)
 FH0809
 FH0809'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0809'RECOVERED IN GOOD CONDITION.
 FH0809
 FH0809                          STATION RECOVERY (1988)
 FH0809
 FH0809'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0809'RECOVERED IN GOOD CONDITION.
 FH0809
 FH0809                          STATION RECOVERY (1989)
 FH0809
 FH0809'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0833 ***********************************************************************
 FH0833  DESIGNATION -  D 299
 FH0833  PID         -  FH0833
 FH0833  STATE/COUNTY-  AR/SCOTT
 FH0833  USGS QUAD   -  ABBOTT (1987)
 FH0833
 FH0833                         *CURRENT SURVEY CONTROL
 FH0833  ___________________________________________________________________
 FH0833* NAD 83(1986)-  35 04 07.     (N)    094 13 25.     (W)     SCALED    
 FH0833* NAVD 88     -       205.387  (meters)     673.84   (feet)  ADJUSTED  
 FH0833  ___________________________________________________________________
 FH0833  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FH0833  DYNAMIC HT  -         205.180 (meters)     673.16  (feet)  COMP
 FH0833  MODELED GRAV-     979,622.8   (mgal)                       NAVD 88
 FH0833
 FH0833  VERT ORDER  -  FIRST     CLASS II
 FH0833
 FH0833.The horizontal coordinates were scaled from a topographic map and have
 FH0833.an estimated accuracy of +/- 6 seconds.
 FH0833
 FH0833.The orthometric height was determined by differential leveling
 FH0833.and adjusted by the National Geodetic Survey in June 1991..
 FH0833
 FH0833.The geoid height was determined by GEOID03.
 FH0833
 FH0833.The dynamic height is computed by dividing the NAVD 88
 FH0833.geopotential number by the normal gravity value computed on the
 FH0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0833.degrees latitude (g = 980.6199 gals.).
 FH0833
 FH0833.The modeled gravity was interpolated from observed gravity values.
 FH0833
 FH0833;                    North         East    Units  Estimated Accuracy
 FH0833;SPC AR N     -    83,860.      197,200.      MT  (+/- 180 meters Scaled)
 FH0833
 FH0833                          SUPERSEDED SURVEY CONTROL
 FH0833
 FH0833.No superseded survey control is available for this station.
 FH0833
 FH0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU884813(NAD 83)
 FH0833_MARKER: I = METAL ROD
 FH0833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0833+WITH SETTING: INFORMATION.
 FH0833_SP_SET: SHALLOW SET METAL ROD
 FH0833_STAMPING: D 299 1985
 FH0833_MARK LOGO: NGS   
 FH0833_PROJECTION: FLUSH
 FH0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0833_ROD/PIPE-DEPTH: 1.8  meters
 FH0833
 FH0833  HISTORY     - Date     Condition        Report By
 FH0833  HISTORY     - 1985     MONUMENTED       NGS
 FH0833  HISTORY     - 1987     GOOD             USPSQD
 FH0833  HISTORY     - 1987     GOOD             USPSQD
 FH0833  HISTORY     - 1988     GOOD             USPSQD
 FH0833  HISTORY     - 1989     GOOD             USPSQD
 FH0833  HISTORY     - 1990     GOOD             USPSQD
 FH0833
 FH0833                          STATION DESCRIPTION
 FH0833
 FH0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0833'26.0 KM (16.1 MI) SOUTH FROM GREENWOOD.
 FH0833'5.1 KM (3.15 MI) WEST ALONG COUNTY ROAD 10S SPUR FROM THE SEBASTIAN
 FH0833'COUNTY COURTHOUSE IN GREENWOOD, THENCE 20.9 KM (12.95 MI) SOUTH ALONG
 FH0833'U.S. HIGHWAY 71, ALSO 2.7 KM (1.65 MI) EASTERLY ALONG U.S. HIGHWAY 71
 FH0833'FROM THE JUNCTION OF STATE ROUTE 96 IN MANSFIELD, NEAR A TREE LINE AND
 FH0833'DITCH RUNNING SOUTH, SET BETWEEN TWO WITNESS POSTS, 10.7 METERS
 FH0833'(35.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.31 METERS (1.0 FT)
 FH0833'NORTH OF A RIGHT-OF-WAY FENCE LINE, 14.9 METERS (49.0 FT) WEST OF A
 FH0833'CORNER FENCE POST, AND 29.0 METERS (95.0 FT) WEST OF A TELEPHONE POLE.
 FH0833'NOTE, DRIVEN TO REFUSAL AND ANCHORED.
 FH0833'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FH0833'THE MARK IS 0.61 M BELOW HIGHWAY 71.
 FH0833
 FH0833                          STATION RECOVERY (1987)
 FH0833
 FH0833'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0833'RECOVERED IN GOOD CONDITION.
 FH0833
 FH0833                          STATION RECOVERY (1987)
 FH0833
 FH0833'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0833'RECOVERED IN GOOD CONDITION.
 FH0833
 FH0833                          STATION RECOVERY (1988)
 FH0833
 FH0833'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0833'RECOVERED IN GOOD CONDITION.
 FH0833
 FH0833                          STATION RECOVERY (1989)
 FH0833
 FH0833'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0833'RECOVERED IN GOOD CONDITION.
 FH0833
 FH0833                          STATION RECOVERY (1990)
 FH0833
 FH0833'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0725 ***********************************************************************
 FF0725  DESIGNATION -  D 3
 FF0725  PID         -  FF0725
 FF0725  STATE/COUNTY-  AR/CRAIGHEAD
 FF0725  USGS QUAD   -  BONO (1980)
 FF0725
 FF0725                         *CURRENT SURVEY CONTROL
 FF0725  ___________________________________________________________________
 FF0725* NAD 83(1986)-  35 54 14.     (N)    090 47 53.     (W)     SCALED    
 FF0725* NAVD 88     -        81.939  (meters)     268.83   (feet)  ADJUSTED  
 FF0725  ___________________________________________________________________
 FF0725  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0725  DYNAMIC HT  -          81.870 (meters)     268.60  (feet)  COMP
 FF0725  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 FF0725
 FF0725  VERT ORDER  -  FIRST     CLASS II
 FF0725
 FF0725.The horizontal coordinates were scaled from a topographic map and have
 FF0725.an estimated accuracy of +/- 6 seconds.
 FF0725
 FF0725.The orthometric height was determined by differential leveling
 FF0725.and adjusted by the National Geodetic Survey in January 1995..
 FF0725
 FF0725.The geoid height was determined by GEOID03.
 FF0725
 FF0725.The dynamic height is computed by dividing the NAVD 88
 FF0725.geopotential number by the normal gravity value computed on the
 FF0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0725.degrees latitude (g = 980.6199 gals.).
 FF0725
 FF0725.The modeled gravity was interpolated from observed gravity values.
 FF0725
 FF0725;                    North         East    Units  Estimated Accuracy
 FF0725;SPC AR N     -   174,900.      508,500.      MT  (+/- 180 meters Scaled)
 FF0725
 FF0725                          SUPERSEDED SURVEY CONTROL
 FF0725
 FF0725  NAVD 88 (06/15/91)   81.949  (m)          268.86   (f) UNKNOWN     1 2
 FF0725  NGVD 29 (10/05/93)   81.857  (m)          268.56   (f) ADJUSTED    1 2
 FF0725
 FF0725.Superseded values are not recommended for survey control.
 FF0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0725.See file dsdata.txt to determine how the superseded data were derived.
 FF0725
 FF0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV987755(NAD 83)
 FF0725_MARKER: DB = BENCH MARK DISK
 FF0725_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0725_SP_SET: HEADWALL
 FF0725_STAMPING: D 3 1928 268.579
 FF0725_MARK LOGO: CGS   
 FF0725_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0725+STABILITY: SURFACE MOTION
 FF0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0725+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 FF0725
 FF0725  HISTORY     - Date     Condition        Report By
 FF0725  HISTORY     - 1928     MONUMENTED       CGS
 FF0725  HISTORY     - 1944     GOOD             CGS
 FF0725  HISTORY     - 19920323 GOOD             NGS
 FF0725  HISTORY     - 20020827 GOOD             USACE
 FF0725  HISTORY     - 20030804 GOOD             ARHD
 FF0725
 FF0725                          STATION DESCRIPTION
 FF0725
 FF0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FF0725'0.5 MI SE FROM BONO.
 FF0725'0.5 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0725'THE STATION AT BONO, CRAIGHEAD COUNTY, BETWEEN POLES 412/20 AND
 FF0725'412/21, 13 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AT A
 FF0725'CONCRETE UNDERPASS, IN THE TOP OF THE EAST HEADWALL, AND 1.8
 FF0725'FEET NORTH OF THE SOUTH END OF THE HEADWALL.  A STANDARD DISK,
 FF0725'STAMPED 268.579 D 3 1928.
 FF0725
 FF0725                          STATION RECOVERY (1992)
 FF0725
 FF0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0725'1.0 KM (0.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF0725'IN BONO, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF THE
 FF0725'EAST CONCRETE HEADWALL OF A CULVERT, 35.0 M (114.8 FT) EAST OF THE
 FF0725'HIGHWAY CENTERLINE, 3.2 M (10.5 FT) EAST OF THE NEAR RAIL OF THE
 FF0725'BURLINGTON NORTHERN RAILROAD, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 FF0725'THE TRACK.
 FF0725
 FF0725                          STATION RECOVERY (2002)
 FF0725
 FF0725'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0725'RECOVERED IN GOOD CONDITION.
 FF0725
 FF0725                          STATION RECOVERY (2003)
 FF0725
 FF0725'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 FF0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0994 ***********************************************************************
 FG0994  DESIGNATION -  D 30
 FG0994  PID         -  FG0994
 FG0994  STATE/COUNTY-  AR/JOHNSON
 FG0994  USGS QUAD   -  CLARKSVILLE (1993)
 FG0994
 FG0994                         *CURRENT SURVEY CONTROL
 FG0994  ___________________________________________________________________
 FG0994* NAD 83(1986)-  35 28 14.     (N)    093 26 40.     (W)     SCALED    
 FG0994* NAVD 88     -       127.806  (meters)     419.31   (feet)  ADJUSTED  
 FG0994  ___________________________________________________________________
 FG0994  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FG0994  DYNAMIC HT  -         127.688 (meters)     418.92  (feet)  COMP
 FG0994  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 FG0994
 FG0994  VERT ORDER  -  FIRST     CLASS II
 FG0994
 FG0994.The horizontal coordinates were scaled from a topographic map and have
 FG0994.an estimated accuracy of +/- 6 seconds.
 FG0994
 FG0994.The orthometric height was determined by differential leveling
 FG0994.and adjusted by the National Geodetic Survey in June 1991..
 FG0994
 FG0994.The geoid height was determined by GEOID03.
 FG0994
 FG0994.The dynamic height is computed by dividing the NAVD 88
 FG0994.geopotential number by the normal gravity value computed on the
 FG0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0994.degrees latitude (g = 980.6199 gals.).
 FG0994
 FG0994.The modeled gravity was interpolated from observed gravity values.
 FG0994
 FG0994;                    North         East    Units  Estimated Accuracy
 FG0994;SPC AR N     -   127,130.      268,910.      MT  (+/- 180 meters Scaled)
 FG0994
 FG0994                          SUPERSEDED SURVEY CONTROL
 FG0994
 FG0994  NGVD 29 (??/??/92)  127.782  (m)          419.23   (f) ADJ UNCH    1 2
 FG0994
 FG0994.Superseded values are not recommended for survey control.
 FG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0994.See file dsdata.txt to determine how the superseded data were derived.
 FG0994
 FG0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV596253(NAD 83)
 FG0994_MARKER: DB = BENCH MARK DISK
 FG0994_SETTING: 0 = UNSPECIFIED SETTING
 FG0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0994
 FG0994  HISTORY     - Date     Condition        Report By
 FG0994  HISTORY     - UNK      MONUMENTED       CGS
 FG0994  HISTORY     - 1932     GOOD             NGS
 FG0994  HISTORY     - 1935     GOOD             NGS
 FG0994  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0994
 FG0994                          STATION DESCRIPTION
 FG0994
 FG0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0994'1.5 MI E FROM CLARKSVILLE.
 FG0994'ON THE MISSOURI PACIFIC R. R., MILE POLE 442/8 POLES, 32 FEET N. OF
 FG0994'TRACK AND 1/4 MILE E. OF U. S. 64 HIGHWAY CROSSING.
 FG0994
 FG0994                          STATION RECOVERY (1935)
 FG0994
 FG0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0994'RECOVERED IN GOOD CONDITION.
 FG0994
 FG0994                          STATION RECOVERY (1984)
 FG0994
 FG0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0994'SEARCHED FOR AND NOT RECOVERED THIS DATE, POLES ARE GONE AND IT IS NOW
 FG0994'TWO TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0693 ***********************************************************************
 EK0693  DESIGNATION -  D 300
 EK0693  PID         -  EK0693
 EK0693  STATE/COUNTY-  AR/SCOTT
 EK0693  USGS QUAD   -  Y CITY (1975)
 EK0693
 EK0693                         *CURRENT SURVEY CONTROL
 EK0693  ___________________________________________________________________
 EK0693* NAD 83(1986)-  34 43 43.     (N)    094 05 20.     (W)     SCALED    
 EK0693* NAVD 88     -       250.032  (meters)     820.31   (feet)  ADJUSTED  
 EK0693  ___________________________________________________________________
 EK0693  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EK0693  DYNAMIC HT  -         249.768 (meters)     819.45  (feet)  COMP
 EK0693  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 EK0693
 EK0693  VERT ORDER  -  FIRST     CLASS II
 EK0693
 EK0693.The horizontal coordinates were scaled from a topographic map and have
 EK0693.an estimated accuracy of +/- 6 seconds.
 EK0693
 EK0693.The orthometric height was determined by differential leveling
 EK0693.and adjusted by the National Geodetic Survey in June 1991..
 EK0693
 EK0693.The geoid height was determined by GEOID03.
 EK0693
 EK0693.The dynamic height is computed by dividing the NAVD 88
 EK0693.geopotential number by the normal gravity value computed on the
 EK0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0693.degrees latitude (g = 980.6199 gals.).
 EK0693
 EK0693.The modeled gravity was interpolated from observed gravity values.
 EK0693
 EK0693;                    North         East    Units  Estimated Accuracy
 EK0693;SPC AR N     -    45,880.      208,690.      MT  (+/- 180 meters Scaled)
 EK0693
 EK0693                          SUPERSEDED SURVEY CONTROL
 EK0693
 EK0693.No superseded survey control is available for this station.
 EK0693
 EK0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU003434(NAD 83)
 EK0693_MARKER: I = METAL ROD
 EK0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0693_SP_SET: STAINLESS STEEL ROD
 EK0693_STAMPING: D 300 1985
 EK0693_MARK LOGO: NGS   
 EK0693_PROJECTION: FLUSH
 EK0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0693_ROD/PIPE-DEPTH: 3.4  meters
 EK0693
 EK0693  HISTORY     - Date     Condition        Report By
 EK0693  HISTORY     - 1985     MONUMENTED       NGS
 EK0693  HISTORY     - 1987     GOOD             USPSQD
 EK0693  HISTORY     - 1988     GOOD             USPSQD
 EK0693  HISTORY     - 1989     GOOD             USPSQD
 EK0693  HISTORY     - 1990     GOOD             USPSQD
 EK0693
 EK0693                          STATION DESCRIPTION
 EK0693
 EK0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0693'9.5 KM (5.7 MI) SOUTH FROM BOLES.
 EK0693'9.5 KM (5.7 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0693'BOLES, ABOUT 0.16 KM (0.1 MI) WEST OF THE ENTRANCE TO A CHICKEN
 EK0693'WAREHOUSE, AT A PRIVATE ENTRANCE TO A MOBLE HOME SITE, 14.5 METERS
 EK0693'(47.7 FT) NORTH OF THE CENTERLINE OF HIGHWAY 71, 16.2 METERS (53.4 FT)
 EK0693'NORTHWEST OF THE CENTER OF A 6-FEET CONCRETE CULVERT HEADWALL,
 EK0693'30.5 METERS (100.0 FT) EAST OF THE APPROXIMATE CENTER OF THE PRIVATE
 EK0693'DRIVE LEADING TO THE MOBLE HOME, 0.97 METERS (3.2 FT) NORTH OF A
 EK0693'POWERLINE POLE, 1.4 METERS (4.6 FT) NORTHEAST OF A TELEPHONE JUNCTION
 EK0693'BOX NUMBERED 646-8, AND 0.31 METERS (1.0 FT) WEST OF A NORTH-SOUTH
 EK0693'FENCE LINE.  NOTE, DRIVEN TO REFUSAL.
 EK0693'THE MARK IS 0.97 METERS  N FROM A WITNESS POST.
 EK0693'THE MARK IS 0.91 M BELOW HIGHWAY 71.
 EK0693
 EK0693                          STATION RECOVERY (1987)
 EK0693
 EK0693'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0693'RECOVERED IN GOOD CONDITION.
 EK0693
 EK0693                          STATION RECOVERY (1988)
 EK0693
 EK0693'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0693'RECOVERED IN GOOD CONDITION.
 EK0693
 EK0693                          STATION RECOVERY (1989)
 EK0693
 EK0693'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0693'RECOVERED IN GOOD CONDITION.
 EK0693
 EK0693                          STATION RECOVERY (1990)
 EK0693
 EK0693'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0720 ***********************************************************************
 EK0720  DESIGNATION -  D 301
 EK0720  PID         -  EK0720
 EK0720  STATE/COUNTY-  AR/POLK
 EK0720  USGS QUAD   -  POTTER (1979)
 EK0720
 EK0720                         *CURRENT SURVEY CONTROL
 EK0720  ___________________________________________________________________
 EK0720* NAD 83(1986)-  34 30 51.     (N)    094 20 15.     (W)     SCALED    
 EK0720* NAVD 88     -       289.717  (meters)     950.51   (feet)  ADJUSTED  
 EK0720  ___________________________________________________________________
 EK0720  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 EK0720  DYNAMIC HT  -         289.403 (meters)     949.48  (feet)  COMP
 EK0720  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 EK0720
 EK0720  VERT ORDER  -  FIRST     CLASS II
 EK0720
 EK0720.The horizontal coordinates were scaled from a topographic map and have
 EK0720.an estimated accuracy of +/- 6 seconds.
 EK0720
 EK0720.The orthometric height was determined by differential leveling
 EK0720.and adjusted by the National Geodetic Survey in June 1991..
 EK0720
 EK0720.The geoid height was determined by GEOID03.
 EK0720
 EK0720.The dynamic height is computed by dividing the NAVD 88
 EK0720.geopotential number by the normal gravity value computed on the
 EK0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0720.degrees latitude (g = 980.6199 gals.).
 EK0720
 EK0720.The modeled gravity was interpolated from observed gravity values.
 EK0720
 EK0720;                    North         East    Units  Estimated Accuracy
 EK0720;SPC AR S     -   607,360.      185,390.      MT  (+/- 180 meters Scaled)
 EK0720
 EK0720                          SUPERSEDED SURVEY CONTROL
 EK0720
 EK0720.No superseded survey control is available for this station.
 EK0720
 EK0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU772199(NAD 83)
 EK0720_MARKER: DB = BENCH MARK DISK
 EK0720_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0720_SP_SET: BRIDGE ABUTMENT
 EK0720_STAMPING: D 301 1985
 EK0720_MARK LOGO: NGS   
 EK0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0720
 EK0720  HISTORY     - Date     Condition        Report By
 EK0720  HISTORY     - 1985     MONUMENTED       NGS
 EK0720  HISTORY     - 1987     GOOD             USPSQD
 EK0720  HISTORY     - 1988     GOOD             USPSQD
 EK0720  HISTORY     - 1989     GOOD             USPSQD
 EK0720  HISTORY     - 1990     GOOD             USPSQD
 EK0720
 EK0720                          STATION DESCRIPTION
 EK0720
 EK0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0720'13.5 KM (8.35 MI) SW FROM MENA.
 EK0720'13.5 KM (8.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0720'SOUTHERN RAILROAD STATION IN MENA, SET IN TOP OF THE EAST END OF THE
 EK0720'SOUTH ABUTMENT OF THE HIGHWAY BRIDGE OVER TWO MILE CREEK, AND
 EK0720'5.0 METERS (16.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EK0720'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0720
 EK0720                          STATION RECOVERY (1987)
 EK0720
 EK0720'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0720'RECOVERED IN GOOD CONDITION.
 EK0720
 EK0720                          STATION RECOVERY (1988)
 EK0720
 EK0720'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0720'RECOVERED IN GOOD CONDITION.
 EK0720
 EK0720                          STATION RECOVERY (1989)
 EK0720
 EK0720'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0720'RECOVERED IN GOOD CONDITION.
 EK0720
 EK0720                          STATION RECOVERY (1990)
 EK0720
 EK0720'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0744 ***********************************************************************
 EK0744  DESIGNATION -  D 302
 EK0744  PID         -  EK0744
 EK0744  STATE/COUNTY-  AR/POLK
 EK0744  USGS QUAD   -  GILLHAM (1964)
 EK0744
 EK0744                         *CURRENT SURVEY CONTROL
 EK0744  ___________________________________________________________________
 EK0744* NAD 83(1986)-  34 13 33.     (N)    094 19 25.     (W)     SCALED    
 EK0744* NAVD 88     -       256.610  (meters)     841.89   (feet)  ADJUSTED  
 EK0744  ___________________________________________________________________
 EK0744  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EK0744  DYNAMIC HT  -         256.346 (meters)     841.03  (feet)  COMP
 EK0744  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 EK0744
 EK0744  VERT ORDER  -  FIRST     CLASS II
 EK0744
 EK0744.The horizontal coordinates were scaled from a topographic map and have
 EK0744.an estimated accuracy of +/- 6 seconds.
 EK0744
 EK0744.The orthometric height was determined by differential leveling
 EK0744.and adjusted by the National Geodetic Survey in June 1991..
 EK0744
 EK0744.The geoid height was determined by GEOID03.
 EK0744
 EK0744.The dynamic height is computed by dividing the NAVD 88
 EK0744.geopotential number by the normal gravity value computed on the
 EK0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0744.degrees latitude (g = 980.6199 gals.).
 EK0744
 EK0744.The modeled gravity was interpolated from observed gravity values.
 EK0744
 EK0744;                    North         East    Units  Estimated Accuracy
 EK0744;SPC AR S     -   575,360.      185,940.      MT  (+/- 180 meters Scaled)
 EK0744
 EK0744                          SUPERSEDED SURVEY CONTROL
 EK0744
 EK0744.No superseded survey control is available for this station.
 EK0744
 EK0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT780879(NAD 83)
 EK0744_MARKER: I = METAL ROD
 EK0744_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0744+WITH SETTING: INFORMATION.
 EK0744_SP_SET: SHALLOW SET METAL ROD
 EK0744_STAMPING: D 302 1985
 EK0744_MARK LOGO: NGS   
 EK0744_PROJECTION: FLUSH
 EK0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0744_ROD/PIPE-DEPTH: 2.1  meters
 EK0744
 EK0744  HISTORY     - Date     Condition        Report By
 EK0744  HISTORY     - 1985     MONUMENTED       NGS
 EK0744  HISTORY     - 1988     GOOD             USPSQD
 EK0744  HISTORY     - 1989     GOOD             USPSQD
 EK0744  HISTORY     - 1990     GOOD             USPSQD
 EK0744
 EK0744                          STATION DESCRIPTION
 EK0744
 EK0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0744'1.7 KM (1.05 MI) SOUTH FROM GRANNIS.
 EK0744'1.7 KM (1.05 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0744'GRANNIS, AT A GRAVEL DRIVEWAY LEADING SOUTHEAST, 15.39 METERS
 EK0744'(50.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.53 METERS (28.0 FT)
 EK0744'NORTH OF A GRAVEL DRIVEWAY LEADING SOUTHEAST, 2.44 METERS (8.0 FT)
 EK0744'NORTH OF A CORNER FENCE POST, AND 0.3 METER (1.0 FT) WEST OF THE
 EK0744'RIGHT-OF-WAY FENCE.  NOTE, DRIVEN TO REFUSAL.
 EK0744'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EK0744'THE MARK IS 0.3 M BELOW DRIVEWAY.
 EK0744
 EK0744                          STATION RECOVERY (1988)
 EK0744
 EK0744'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0744'RECOVERED IN GOOD CONDITION.
 EK0744
 EK0744                          STATION RECOVERY (1989)
 EK0744
 EK0744'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0744'RECOVERED IN GOOD CONDITION.
 EK0744
 EK0744                          STATION RECOVERY (1990)
 EK0744
 EK0744'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1055 ***********************************************************************
 DM1055  DESIGNATION -  D 303
 DM1055  PID         -  DM1055
 DM1055  STATE/COUNTY-  AR/SEVIER
 DM1055  USGS QUAD   -  HORATIO (1975)
 DM1055
 DM1055                         *CURRENT SURVEY CONTROL
 DM1055  ___________________________________________________________________
 DM1055* NAD 83(1986)-  33 55 56.     (N)    094 22 15.     (W)     SCALED    
 DM1055* NAVD 88     -       110.845  (meters)     363.66   (feet)  ADJUSTED  
 DM1055  ___________________________________________________________________
 DM1055  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DM1055  DYNAMIC HT  -         110.732 (meters)     363.29  (feet)  COMP
 DM1055  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DM1055
 DM1055  VERT ORDER  -  FIRST     CLASS II
 DM1055
 DM1055.The horizontal coordinates were scaled from a topographic map and have
 DM1055.an estimated accuracy of +/- 6 seconds.
 DM1055
 DM1055.The orthometric height was determined by differential leveling
 DM1055.and adjusted by the National Geodetic Survey in June 1991..
 DM1055
 DM1055.The geoid height was determined by GEOID03.
 DM1055
 DM1055.The dynamic height is computed by dividing the NAVD 88
 DM1055.geopotential number by the normal gravity value computed on the
 DM1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1055.degrees latitude (g = 980.6199 gals.).
 DM1055
 DM1055.The modeled gravity was interpolated from observed gravity values.
 DM1055
 DM1055;                    North         East    Units  Estimated Accuracy
 DM1055;SPC AR S     -   542,900.      180,830.      MT  (+/- 180 meters Scaled)
 DM1055
 DM1055                          SUPERSEDED SURVEY CONTROL
 DM1055
 DM1055.No superseded survey control is available for this station.
 DM1055
 DM1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT733554(NAD 83)
 DM1055_MARKER: I = METAL ROD
 DM1055_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1055_SP_SET: STAINLESS STEEL ROD
 DM1055_STAMPING: D 303 1985
 DM1055_MARK LOGO: NGS   
 DM1055_PROJECTION: FLUSH
 DM1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1055_ROD/PIPE-DEPTH: 7.3  meters
 DM1055
 DM1055  HISTORY     - Date     Condition        Report By
 DM1055  HISTORY     - 1985     MONUMENTED       NGS
 DM1055  HISTORY     - 1987     GOOD             USPSQD
 DM1055  HISTORY     - 1988     GOOD             USPSQD
 DM1055  HISTORY     - 1989     GOOD             USPSQD
 DM1055  HISTORY     - 1990     GOOD             USPSQD
 DM1055  HISTORY     - 19920823 GOOD             USPSQD
 DM1055
 DM1055                          STATION DESCRIPTION
 DM1055
 DM1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1055'1.5 KM (0.95 MI) SOUTH FROM HORATIO.
 DM1055'1.5 KM (0.95 MI) SOUTH ALONG STATE ROUTE 41 FROM THE POST OFFICE IN
 DM1055'HORATIO, AT LARRYS CATFISH STORE ON THE OUTSIDE OF A CURVE IN THE
 DM1055'HIGHWAY, 13.0 METERS (42.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 DM1055'THE HIGHWAY, 9.0 METERS (29.6 FT) WEST-SOUTHWEST OF THE WEST END OF A
 DM1055'20-INCH PIPE CULVERT, 11.2 METERS (36.8 FT) SOUTH-SOUTHWEST OF THE
 DM1055'SOUTHEAST CORNER OF A CEMENT BLOCK BUILDING (STORE), 0.91 METERS
 DM1055'(3.0 FT) WEST-SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER
 DM1055'ATTACHED, AND 13.3 METERS (43.6 FT) WEST-SOUTHWEST OF THE APPROXIMATE
 DM1055'CENTER OF THE EAST DIRT DRIVE LEADING TO THE STORE.  NOTE, DRIVEN TO
 DM1055'REQUIRED RATE.
 DM1055'THE MARK IS 0.61 METERS  WSW FROM A WITNESS POST.
 DM1055'THE MARK IS 0.61 M BELOW HIGHWAY.
 DM1055
 DM1055                          STATION RECOVERY (1987)
 DM1055
 DM1055'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1055'RECOVERED IN GOOD CONDITION.
 DM1055
 DM1055                          STATION RECOVERY (1988)
 DM1055
 DM1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1055'RECOVERED IN GOOD CONDITION.
 DM1055
 DM1055                          STATION RECOVERY (1989)
 DM1055
 DM1055'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1055'RECOVERED IN GOOD CONDITION.
 DM1055
 DM1055                          STATION RECOVERY (1990)
 DM1055
 DM1055'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1055'RECOVERED IN GOOD CONDITION.
 DM1055
 DM1055                          STATION RECOVERY (1992)
 DM1055
 DM1055'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1082 ***********************************************************************
 DM1082  DESIGNATION -  D 304
 DM1082  PID         -  DM1082
 DM1082  STATE/COUNTY-  AR/LITTLE RIVER
 DM1082  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1082
 DM1082                         *CURRENT SURVEY CONTROL
 DM1082  ___________________________________________________________________
 DM1082* NAD 83(1986)-  33 43 36.     (N)    094 08 49.     (W)     SCALED    
 DM1082* NAVD 88     -        97.904  (meters)     321.21   (feet)  ADJUSTED  
 DM1082  ___________________________________________________________________
 DM1082  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DM1082  DYNAMIC HT  -          97.803 (meters)     320.88  (feet)  COMP
 DM1082  MODELED GRAV-     979,605.4   (mgal)                       NAVD 88
 DM1082
 DM1082  VERT ORDER  -  FIRST     CLASS II
 DM1082
 DM1082.The horizontal coordinates were scaled from a topographic map and have
 DM1082.an estimated accuracy of +/- 6 seconds.
 DM1082
 DM1082.The orthometric height was determined by differential leveling
 DM1082.and adjusted by the National Geodetic Survey in June 1991..
 DM1082
 DM1082.The geoid height was determined by GEOID03.
 DM1082
 DM1082.The dynamic height is computed by dividing the NAVD 88
 DM1082.geopotential number by the normal gravity value computed on the
 DM1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1082.degrees latitude (g = 980.6199 gals.).
 DM1082
 DM1082.The modeled gravity was interpolated from observed gravity values.
 DM1082
 DM1082;                    North         East    Units  Estimated Accuracy
 DM1082;SPC AR S     -   519,650.      201,050.      MT  (+/- 180 meters Scaled)
 DM1082
 DM1082                          SUPERSEDED SURVEY CONTROL
 DM1082
 DM1082.No superseded survey control is available for this station.
 DM1082
 DM1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT937324(NAD 83)
 DM1082_MARKER: I = METAL ROD
 DM1082_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1082_SP_SET: STAINLESS STEEL ROD
 DM1082_STAMPING: D 304 1985
 DM1082_MARK LOGO: NGS   
 DM1082_PROJECTION: FLUSH
 DM1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1082_ROD/PIPE-DEPTH: 9.8  meters
 DM1082
 DM1082  HISTORY     - Date     Condition        Report By
 DM1082  HISTORY     - 1985     MONUMENTED       NGS
 DM1082  HISTORY     - 1987     GOOD             USPSQD
 DM1082  HISTORY     - 1988     GOOD             USPSQD
 DM1082  HISTORY     - 1989     GOOD             USPSQD
 DM1082  HISTORY     - 1990     GOOD             USPSQD
 DM1082  HISTORY     - 19920823 GOOD             USPSQD
 DM1082  HISTORY     - 19971025 GOOD             USPSQD
 DM1082
 DM1082                          STATION DESCRIPTION
 DM1082
 DM1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1082'1.7 KM (1.05 MI) SOUTH FROM WILTON.
 DM1082'1.7 KM (1.05 MI) SOUTH ALONG U.S. HIGHWAYS 71 AND 59 FROM THE JUNCTION
 DM1082'OF STATE ROUTE 234 WEST AND THE POST OFFICE IN WILTON, ABOUT 0.08 KM
 DM1082'(0.05 MI) NORTH OF A ROAD LEADING WEST, NEAR A LONE 30-INCH PINE TREE
 DM1082'AND A RIGHT-OF-WAY FENCE LINE, 18.0 METERS (59.2 FT) EAST OF THE
 DM1082'CENTERLINE OF THE HIGHWAY, 0.45 METERS (1.5 FT) WEST OF THE FENCE
 DM1082'LINE, 36.7 METERS (120.0 FT) SOUTH OF A SINGLE GUYED POWERLINE POLE,
 DM1082'53.0 METERS (174.0 FT) NORTH OF A DOUBLE GUYED POWERLINE POLE WITH A
 DM1082'STREET LIGHT ATTACHED, 14.9 METERS (49.0 FT) NORTH OF A SECTION LINE
 DM1082'CORNER FENCE POST, 54.6 METERS (179.0 FT) NORTH OF A TELEPHONE
 DM1082'JUNCTION BOX NUMBERED 44, AND 14.9 METERS (49.0 FT) NORTH OF A 30-INCH
 DM1082'LONE PINE TREE.  NOTE, DRIVEN TO REFUSAL.
 DM1082'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 DM1082'THE MARK IS 0.15 M BELOW HIGHWAY.
 DM1082
 DM1082                          STATION RECOVERY (1987)
 DM1082
 DM1082'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1082'RECOVERED IN GOOD CONDITION.
 DM1082
 DM1082                          STATION RECOVERY (1988)
 DM1082
 DM1082'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1082'RECOVERED IN GOOD CONDITION.
 DM1082
 DM1082                          STATION RECOVERY (1989)
 DM1082
 DM1082'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1082'RECOVERED IN GOOD CONDITION.
 DM1082
 DM1082                          STATION RECOVERY (1990)
 DM1082
 DM1082'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1082'RECOVERED IN GOOD CONDITION.
 DM1082
 DM1082                          STATION RECOVERY (1992)
 DM1082
 DM1082'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1082'RECOVERED IN GOOD CONDITION.
 DM1082
 DM1082                          STATION RECOVERY (1997)
 DM1082
 DM1082'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2612 ***********************************************************************
 EH2612  DESIGNATION -  D 305
 EH2612  PID         -  EH2612
 EH2612  STATE/COUNTY-  AR/PHILLIPS
 EH2612  USGS QUAD   -  FRIARS POINT NW (1964)
 EH2612
 EH2612                         *CURRENT SURVEY CONTROL
 EH2612  ___________________________________________________________________
 EH2612* NAD 83(1997)-  34 23 39.87536(N)    090 38 44.96466(W)     ADJUSTED  
 EH2612* NAVD 88     -        55.719  (meters)     182.80   (feet)  ADJUSTED  
 EH2612  ___________________________________________________________________
 EH2612  X           -     -59,386.113 (meters)                     COMP
 EH2612  Y           -  -5,268,358.089 (meters)                     COMP
 EH2612  Z           -   3,582,649.096 (meters)                     COMP
 EH2612  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 EH2612  ELLIP HEIGHT-          29.02  (meters)          (09/14/99) GPS OBS
 EH2612  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2612  DYNAMIC HT  -          55.665 (meters)     182.63  (feet)  COMP
 EH2612  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EH2612
 EH2612  HORZ ORDER  -  SECOND
 EH2612  VERT ORDER  -  FIRST     CLASS II
 EH2612  ELLP ORDER  -  FOURTH    CLASS I
 EH2612
 EH2612.The horizontal coordinates were established by GPS observations
 EH2612.and adjusted by the National Geodetic Survey in September 1999..
 EH2612
 EH2612.The orthometric height was determined by differential leveling
 EH2612.and adjusted by the National Geodetic Survey in June 1991..
 EH2612
 EH2612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2612
 EH2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2612
 EH2612.The ellipsoidal height was determined by GPS observations
 EH2612.and is referenced to NAD 83.
 EH2612
 EH2612.The geoid height was determined by GEOID03.
 EH2612
 EH2612.The dynamic height is computed by dividing the NAVD 88
 EH2612.geopotential number by the normal gravity value computed on the
 EH2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2612.degrees latitude (g = 980.6199 gals.).
 EH2612
 EH2612.The modeled gravity was interpolated from observed gravity values.
 EH2612
 EH2612;                    North         East     Units Scale Factor Converg.
 EH2612;SPC AR S     -   592,453.324   524,512.802   MT  0.99993814   +0 45 28.5
 EH2612;SPC AR S     - 1,943,740.61  1,720,839.08   sFT  0.99993814   +0 45 28.5
 EH2612;SPC MS W     -   542,739.579   671,266.157   MT  0.99996017   -0 10 35.5
 EH2612;SPC MS W     - 1,780,638.10  2,202,312.38   sFT  0.99996017   -0 10 35.5
 EH2612;UTM  15      - 3,808,401.121   716,415.374   MT  1.00017734   +1 19 49.3
 EH2612
 EH2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2612!SPC AR S     -   0.99999544  x   0.99993814  =   0.99993358
 EH2612!SPC MS W     -   0.99999544  x   0.99996017  =   0.99995561
 EH2612!UTM  15      -   0.99999544  x   1.00017734  =   1.00017278
 EH2612
 EH2612:                Primary Azimuth Mark                     Grid Az
 EH2612:SPC AR S     -  J 220                                    064 57 39.3
 EH2612:SPC MS W     -  J 220                                    065 53 43.3
 EH2612:UTM  15      -  J 220                                    064 23 18.5
 EH2612
 EH2612|---------------------------------------------------------------------|
 EH2612| PID    Reference Object                     Distance      Geod. Az  |
 EH2612|                                                           dddmmss.s |
 EH2612| EH0709 J 220                               421.142 METERS 0654307.8 |
 EH2612|---------------------------------------------------------------------|
 EH2612
 EH2612                          SUPERSEDED SURVEY CONTROL
 EH2612
 EH2612  NAD 83(1997)-  34 23 39.87565(N)    090 38 44.96443(W) AD(       ) 2
 EH2612  NAD 83(1986)-  34 23 39.88419(N)    090 38 44.96332(W) AD(       ) 2
 EH2612  NGVD 29 (??/??/??)   55.760  (m)          182.94   (f) ADJUSTED    1 2
 EH2612
 EH2612.Superseded values are not recommended for survey control.
 EH2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2612.See file dsdata.txt to determine how the superseded data were derived.
 EH2612
 EH2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1641508401(NAD 83)
 EH2612_MARKER: DB = BENCH MARK DISK
 EH2612_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EH2612+WITH SETTING: INFORMATION.
 EH2612_STAMPING: D 305 1985
 EH2612_MARK LOGO: NGS   
 EH2612_PROJECTION: FLUSH
 EH2612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2612+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH2612_ROD/PIPE-DEPTH: 23.2 meters
 EH2612
 EH2612  HISTORY     - Date     Condition        Report By
 EH2612  HISTORY     - 1985     MONUMENTED       NGS
 EH2612  HISTORY     - 1985     GOOD             NGS
 EH2612  HISTORY     - 20030331 POOR             USACE
 EH2612
 EH2612                          STATION DESCRIPTION
 EH2612
 EH2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2612'STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTH-SOUTHWEST OF HELENA,
 EH2612'NEAR THE JUNCTION OF THE LEVEE ROAD WITH THE END OF STATE HIGHWAY
 EH2612'20 SPUR, ON THE TOE OF THE MAIN LEVEE ALONG THE MISSISSIPPI RIVER,
 EH2612'AT A POLE BARRICADE AT THE ENTRANCE TO THE LEVEE TOE, IN T 3 S, R 5 E,
 EH2612'AT THE JUNCTION OF SECTION 25, 26, 35 AND 36. OWNERSHIP--HELENA
 EH2612'IMPROVEMENT DISTRICT, C/O ROSCOPE AND HIGGINS, P.A., PO BOX 610,
 EH2612'HELENA AR 72342, PHONE 501-338-3438.
 EH2612'
 EH2612'TO REACH FROM THE JUNCTION OF US HIGHWAY 49 AND STATE HIGHWAYS 20 AND
 EH2612'44 AT THE SOUTH EDGE OF HELENA, GO SOUTH ON HIGHWAYS 20 AND 44 FOR
 EH2612'0.32 KM (0.2 MI) TO A ROAD RIGHT.  CONTINUE AHEAD ON HIGHWAY 20 FOR
 EH2612'9.75 KM (6.0 MI) TO ITS JUNCTION WITH STATE HIGHWAY 20 SPUR ON THE
 EH2612'LEFT.  TURN LEFT, SOUTHEAST ON HIGHWAY 20 SPUR FOR 3.0 KM (1.9 MI)
 EH2612'TO THE PAVEMENT END JUST BEFORE LEVEE. CONTINUE AHEAD FOR 35 METERS
 EH2612'TO A ENTRANCEWAY ON THE LEFT AND THE STATION.
 EH2612'
 EH2612'STATION MARK, A STANDARD NGS BENCH MARK DATUM POINT CRIMPED
 EH2612'TO A STEEL ROD ENCASED IN A VINYL PIPE AND FLANGED LOGO CAP,
 EH2612'IS FLUSH WITH THE GROUND.  IT IS 15.8 METERS EAST OF THE DIRT ROAD
 EH2612'CENTER, 1.5 METERS EAST OF A FIBERGLASS WITNESS POST IN A LINE
 EH2612'OF BARRICADE POLES (SAWED-OFF UTILITY POLES), 3.0 METERS SOUTHEAST
 EH2612'OF THE NORTH 1 OF 4 POLES, 3.0 METERS NORTHEAST OF THE SOUTH 1
 EH2612'OF 4 POLES, AND 63.3 METERS (SLOPE) NORTHWEST OF THE LEVEE
 EH2612'ROAD CENTER.
 EH2612'
 EH2612'THIS STATION IS INTERVISIBLE WITH J 220.
 EH2612
 EH2612                          STATION RECOVERY (1985)
 EH2612
 EH2612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2612'18.7 KM (11.6 MI) SOUTH FROM HELENA.
 EH2612'18.7 KM (11.6 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE EAST
 EH2612'END OF PERRY STREET IN HELENA, 14.5 KM (9.0 MI) SOUTH OF THE CROSSING
 EH2612'OF U.S. HIGHWAY 49 AND THE WEST END OF THE TOLL BRIDGE OVER THE
 EH2612'MISSISSIPPI RIVER, NEAR THE TOE OF THE LEVEE AND A GRAVEL ROAD LEADING
 EH2612'NORTH TO THE POINT PLEASANT CHURCH, AT THE EAST SIDE OF A ROW OF
 EH2612'VERTICAL 4-FEET HIGH TELEPHONE PILINGS, 58.8 METERS (193.0 FT)
 EH2612'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE TOP OF THE LEVEE
 EH2612'(SLOPE MEASUREMENT), 15.8 METERS (51.8 FT) EAST OF THE APPROXIMATE
 EH2612'CENTER OF A GRAVEL ROAD, 3.0 METERS (9.8 FT) SOUTHEAST OF THE NORTH
 EH2612'ONE OF FOUR PILINGS, 3.0 METERS (9.8 FT) NORTHEAST OF THE SOUTH ONE OF
 EH2612'FOUR PILINGS, AND 11.4 METERS (37.4 FT) EAST OF A FENCE LINE AND WIRE
 EH2612'GATE.  NOTE, DRIVEN TO REQUIRED DEPTH.
 EH2612'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 EH2612'THE MARK IS 1.2 M ABOVE GRAVEL ROAD NORTH.
 EH2612
 EH2612                          STATION RECOVERY (2003)
 EH2612
 EH2612'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2612'PIECES OF PVC, CONCRETE, AND ACCESS COVER ROUND SCATTERED OVER AREA.
 EH2612'BELEIVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1245 ***********************************************************************
 DL1245  DESIGNATION -  D 307
 DL1245  PID         -  DL1245
 DL1245  STATE/COUNTY-  AR/MILLER
 DL1245  USGS QUAD   -  MANDEVILLE (1975)
 DL1245
 DL1245                         *CURRENT SURVEY CONTROL
 DL1245  ___________________________________________________________________
 DL1245* NAD 83(1986)-  33 25 43.     (N)    093 53 12.     (W)     SCALED    
 DL1245* NAVD 88     -        85.317  (meters)     279.91   (feet)  ADJUSTED  
 DL1245  ___________________________________________________________________
 DL1245  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1245  DYNAMIC HT  -          85.226 (meters)     279.61  (feet)  COMP
 DL1245  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DL1245
 DL1245  VERT ORDER  -  FIRST     CLASS II
 DL1245
 DL1245.The horizontal coordinates were scaled from a topographic map and have
 DL1245.an estimated accuracy of +/- 6 seconds.
 DL1245
 DL1245.The orthometric height was determined by differential leveling
 DL1245.and adjusted by the National Geodetic Survey in June 1991..
 DL1245
 DL1245.The geoid height was determined by GEOID03.
 DL1245
 DL1245.The dynamic height is computed by dividing the NAVD 88
 DL1245.geopotential number by the normal gravity value computed on the
 DL1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1245.degrees latitude (g = 980.6199 gals.).
 DL1245
 DL1245.The modeled gravity was interpolated from observed gravity values.
 DL1245
 DL1245;                    North         East    Units  Estimated Accuracy
 DL1245;SPC AR S     -   486,130.      224,560.      MT  (+/- 180 meters Scaled)
 DL1245
 DL1245                          SUPERSEDED SURVEY CONTROL
 DL1245
 DL1245.No superseded survey control is available for this station.
 DL1245
 DL1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS175991(NAD 83)
 DL1245_MARKER: I = METAL ROD
 DL1245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1245_SP_SET: STAINLESS STEEL ROD
 DL1245_STAMPING: D 307 1985
 DL1245_MARK LOGO: NGS   
 DL1245_PROJECTION: FLUSH
 DL1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1245_ROD/PIPE-DEPTH: 5.5  meters
 DL1245
 DL1245  HISTORY     - Date     Condition        Report By
 DL1245  HISTORY     - 1985     MONUMENTED       NGS
 DL1245
 DL1245                          STATION DESCRIPTION
 DL1245
 DL1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DL1245'14.7 KM (9.15 MI) EAST FROM TEXARKANA.
 DL1245'14.7 KM (9.15 MI) EASTERLY ALONG U.S. HIGHWAY 82 FROM ITS WEST
 DL1245'JUNCTION WITH U.S. HIGHWAY 71 IN TEXARKANA, 0.4 KM (0.25 MI) EAST OF
 DL1245'THE INTERSECTION OF A PAVED ROAD LEADING SOUTH, 28.1 M (92.2 FT) WEST
 DL1245'OF THE CENTER OF A DRIVEWAY LEADING NORTH TO THE WILEY RESIDENCE AT
 DL1245'ROUTE 4, BOX 367-W2, 17.8 M (58.4 FT) NORTH OF THE CENTERLINE OF THE
 DL1245'HIGHWAY, AND 3.7 M (12.1 FT) WEST OF A FENCE CORNER.  NOTE--ACCESS TO
 DL1245'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DL1245'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DL1245'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1099 ***********************************************************************
 DM1099  DESIGNATION -  D 308
 DM1099  PID         -  DM1099
 DM1099  STATE/COUNTY-  AR/LITTLE RIVER
 DM1099  USGS QUAD   -  ARDEN (1975)
 DM1099
 DM1099                         *CURRENT SURVEY CONTROL
 DM1099  ___________________________________________________________________
 DM1099* NAD 83(1986)-  33 41 17.     (N)    094 22 17.     (W)     SCALED    
 DM1099* NAVD 88     -       126.352  (meters)     414.54   (feet)  ADJUSTED  
 DM1099  ___________________________________________________________________
 DM1099  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DM1099  DYNAMIC HT  -         126.221 (meters)     414.11  (feet)  COMP
 DM1099  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 DM1099
 DM1099  VERT ORDER  -  FIRST     CLASS II
 DM1099
 DM1099.The horizontal coordinates were scaled from a topographic map and have
 DM1099.an estimated accuracy of +/- 6 seconds.
 DM1099
 DM1099.The orthometric height was determined by differential leveling
 DM1099.and adjusted by the National Geodetic Survey in June 1991..
 DM1099
 DM1099.The geoid height was determined by GEOID03.
 DM1099
 DM1099.The dynamic height is computed by dividing the NAVD 88
 DM1099.geopotential number by the normal gravity value computed on the
 DM1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1099.degrees latitude (g = 980.6199 gals.).
 DM1099
 DM1099.The modeled gravity was interpolated from observed gravity values.
 DM1099
 DM1099;                    North         East    Units  Estimated Accuracy
 DM1099;SPC AR S     -   515,830.      180,160.      MT  (+/- 180 meters Scaled)
 DM1099
 DM1099                          SUPERSEDED SURVEY CONTROL
 DM1099
 DM1099.No superseded survey control is available for this station.
 DM1099
 DM1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT728284(NAD 83)
 DM1099_MARKER: I = METAL ROD
 DM1099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1099_SP_SET: STAINLESS STEEL ROD
 DM1099_STAMPING: D 308 1986
 DM1099_MARK LOGO: NGS   
 DM1099_PROJECTION: FLUSH
 DM1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1099_ROD/PIPE-DEPTH: 4.3  meters
 DM1099
 DM1099  HISTORY     - Date     Condition        Report By
 DM1099  HISTORY     - 1986     MONUMENTED       NGS
 DM1099
 DM1099                          STATION DESCRIPTION
 DM1099
 DM1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1099'5.3 KM (3.3 MI) SE FROM FOREMAN.
 DM1099'5.3 KM (3.3 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST
 DM1099'JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN, 66.8 M (219.2 FT)
 DM1099'SOUTHEAST OF THE CENTER OF A PAVED ROAD LEADING SOUTHWEST, 12.0 M
 DM1099'(39.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3
 DM1099'FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1099'THROUGH A 5-INCH LOGO CAP.
 DM1099'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 DM1099'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0909 ***********************************************************************
 GG0909  DESIGNATION -  D 309
 GG0909  PID         -  GG0909
 GG0909  STATE/COUNTY-  AR/WASHINGTON
 GG0909  USGS QUAD   -  SPRINGDALE (1994)
 GG0909
 GG0909                         *CURRENT SURVEY CONTROL
 GG0909  ___________________________________________________________________
 GG0909* NAD 83(1986)-  36 10 15.     (N)    094 08 01.     (W)     SCALED    
 GG0909* NAVD 88     -       413.516  (meters)    1356.68   (feet)  ADJUSTED  
 GG0909  ___________________________________________________________________
 GG0909  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0909  DYNAMIC HT  -         413.148 (meters)    1355.47  (feet)  COMP
 GG0909  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 GG0909
 GG0909  VERT ORDER  -  FIRST     CLASS II
 GG0909
 GG0909.The horizontal coordinates were scaled from a topographic map and have
 GG0909.an estimated accuracy of +/- 6 seconds.
 GG0909
 GG0909.The orthometric height was determined by differential leveling
 GG0909.and adjusted by the National Geodetic Survey in June 1991..
 GG0909
 GG0909.The geoid height was determined by GEOID03.
 GG0909
 GG0909.The dynamic height is computed by dividing the NAVD 88
 GG0909.geopotential number by the normal gravity value computed on the
 GG0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0909.degrees latitude (g = 980.6199 gals.).
 GG0909
 GG0909.The modeled gravity was interpolated from observed gravity values.
 GG0909
 GG0909;                    North         East    Units  Estimated Accuracy
 GG0909;SPC AR N     -   205,940.      208,060.      MT  (+/- 180 meters Scaled)
 GG0909
 GG0909                          SUPERSEDED SURVEY CONTROL
 GG0909
 GG0909  NGVD 29 (10/05/93)  413.359  (m)         1356.16   (f) ADJUSTED    1 2
 GG0909
 GG0909.Superseded values are not recommended for survey control.
 GG0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0909.See file dsdata.txt to determine how the superseded data were derived.
 GG0909
 GG0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA980034(NAD 83)
 GG0909_MARKER: I = METAL ROD
 GG0909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0909_SP_SET: STAINLESS STEEL ROD
 GG0909_STAMPING: D 309 1989
 GG0909_MARK LOGO: NGS   
 GG0909_PROJECTION: FLUSH
 GG0909_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0909+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 GG0909_ROD/PIPE-DEPTH: 3.1  meters
 GG0909
 GG0909  HISTORY     - Date     Condition        Report By
 GG0909  HISTORY     - 1989     MONUMENTED       NGS
 GG0909  HISTORY     - 20040928 GOOD             ARHD
 GG0909  HISTORY     - 20050226 GOOD             AANDKS
 GG0909
 GG0909                          STATION DESCRIPTION
 GG0909
 GG0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0909'IN SPRINGDALE, AT THE INTERSECTION OF GILES AVENUE AND THE ARKANSAS
 GG0909'AND MISSOURI RAILROAD, 10.3 M (33.8 FT) EAST OF THE NEAR RAIL, 7.0 M
 GG0909'(23.0 FT) WEST OF THE CENTER OF TURNER STREET, 6.3 M (20.7 FT) NORTH
 GG0909'OF THE CENTER OF THE AVENUE, 0.7 M (2.3 FT) NORTH OF UTILITY POLE
 GG0909'NUMBER 31490, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M
 GG0909'(1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 GG0909'THROUGH A 5-INCH LOGO CAP.
 GG0909
 GG0909                          STATION RECOVERY (2004)
 GG0909
 GG0909'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 GG0909'RECOVERED IN GOOD CONDITION.
 GG0909
 GG0909                          STATION RECOVERY (2005)
 GG0909
 GG0909'RECOVERY NOTE BY A AND K SURVEYING 2005 (KLD)
 GG0909'RECOVERED IN GOOD CONDITION. DESCRIPTION SHOULD READ= AT THE
 GG0909'INTERSECTION OF PORTER AVENUE AND THE ARKANSAS AND MISSOURI RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0553 ***********************************************************************
 FG0553  DESIGNATION -  D 31
 FG0553  PID         -  FG0553
 FG0553  STATE/COUNTY-  AR/SEARCY
 FG0553  USGS QUAD   -  LESLIE (1963)
 FG0553
 FG0553                         *CURRENT SURVEY CONTROL
 FG0553  ___________________________________________________________________
 FG0553* NAD 83(1986)-  35 48 23.     (N)    092 32 31.     (W)     SCALED    
 FG0553* NAVD 88     -       302.979  (meters)     994.02   (feet)  ADJUSTED  
 FG0553  ___________________________________________________________________
 FG0553  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FG0553  DYNAMIC HT  -         302.701 (meters)     993.11  (feet)  COMP
 FG0553  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 FG0553
 FG0553  VERT ORDER  -  SECOND    CLASS 0
 FG0553
 FG0553.The horizontal coordinates were scaled from a topographic map and have
 FG0553.an estimated accuracy of +/- 6 seconds.
 FG0553
 FG0553.The orthometric height was determined by differential leveling
 FG0553.and adjusted by the National Geodetic Survey in June 1991..
 FG0553
 FG0553.The geoid height was determined by GEOID03.
 FG0553
 FG0553.The dynamic height is computed by dividing the NAVD 88
 FG0553.geopotential number by the normal gravity value computed on the
 FG0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0553.degrees latitude (g = 980.6199 gals.).
 FG0553
 FG0553.The modeled gravity was interpolated from observed gravity values.
 FG0553
 FG0553;                    North         East    Units  Estimated Accuracy
 FG0553;SPC AR N     -   163,560.      351,020.      MT  (+/- 180 meters Scaled)
 FG0553
 FG0553                          SUPERSEDED SURVEY CONTROL
 FG0553
 FG0553  NGVD 29 (??/??/92)  302.855  (m)          993.62   (f) ADJ UNCH    2 0
 FG0553
 FG0553.Superseded values are not recommended for survey control.
 FG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0553.See file dsdata.txt to determine how the superseded data were derived.
 FG0553
 FG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV413625(NAD 83)
 FG0553_MARKER: DB = BENCH MARK DISK
 FG0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0553_STAMPING: D 31 1934
 FG0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0553+STABILITY: SURFACE MOTION
 FG0553
 FG0553  HISTORY     - Date     Condition        Report By
 FG0553  HISTORY     - 1934     MONUMENTED       CGS
 FG0553
 FG0553                          STATION DESCRIPTION
 FG0553
 FG0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0553'2 MI S FROM LESLIE.
 FG0553'2 MILES SOUTH ALONG U. S. HIGHWAY 65 FROM THE MISSOURI AND NORTH
 FG0553'ARKANSAS RAILWAY STATION AT LESLIE, SEARCY COUNTY, 90 FEET EAST OF THE
 FG0553'EAST SIDE OF AN ABANDONED HOUSE, 100 FEET SOUTHWEST OF THE SOUTHWEST
 FG0553'CORNER OF A BARN, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3
 FG0553'FEET EAST OF THE EAST SLOPE OF A DITCH.  A STANDARD DISK, STAMPED D 31
 FG0553'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1115 ***********************************************************************
 EH1115  DESIGNATION -  D 31
 EH1115  PID         -  EH1115
 EH1115  STATE/COUNTY-  AR/PRAIRIE
 EH1115  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1115
 EH1115                         *CURRENT SURVEY CONTROL
 EH1115  ___________________________________________________________________
 EH1115* NAD 83(1986)-  34 49 09.     (N)    091 24 25.     (W)     SCALED    
 EH1115* NAVD 88     -        57.366  (meters)     188.21   (feet)  ADJUSTED  
 EH1115  ___________________________________________________________________
 EH1115  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1115  DYNAMIC HT  -          57.312 (meters)     188.03  (feet)  COMP
 EH1115  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 EH1115
 EH1115  VERT ORDER  -  FIRST     CLASS II
 EH1115
 EH1115.The horizontal coordinates were scaled from a topographic map and have
 EH1115.an estimated accuracy of +/- 6 seconds.
 EH1115
 EH1115.The orthometric height was determined by differential leveling
 EH1115.and adjusted by the National Geodetic Survey in June 1991..
 EH1115
 EH1115.The geoid height was determined by GEOID03.
 EH1115
 EH1115.The dynamic height is computed by dividing the NAVD 88
 EH1115.geopotential number by the normal gravity value computed on the
 EH1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1115.degrees latitude (g = 980.6199 gals.).
 EH1115
 EH1115.The modeled gravity was interpolated from observed gravity values.
 EH1115
 EH1115;                    North         East    Units  Estimated Accuracy
 EH1115;SPC AR S     -   638,910.      454,260.      MT  (+/- 180 meters Scaled)
 EH1115
 EH1115                          SUPERSEDED SURVEY CONTROL
 EH1115
 EH1115  NGVD 29 (??/??/??)   57.367  (m)          188.21   (f) ADJUSTED    1 2
 EH1115
 EH1115.Superseded values are not recommended for survey control.
 EH1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1115.See file dsdata.txt to determine how the superseded data were derived.
 EH1115
 EH1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU456541(NAD 83)
 EH1115_MARKER: DB = BENCH MARK DISK
 EH1115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1115_SP_SET: CULVERT
 EH1115_STAMPING: D 31 1933 188.041
 EH1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1115
 EH1115  HISTORY     - Date     Condition        Report By
 EH1115  HISTORY     - 1933     MONUMENTED       CGS
 EH1115  HISTORY     - 1954     GOOD             CGS
 EH1115  HISTORY     - 1959     MARK NOT FOUND   USGS
 EH1115
 EH1115                          STATION DESCRIPTION
 EH1115
 EH1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1115'IN BISCOE.
 EH1115'AT BISCOE, 6 RAILS SOUTHWEST OF THE SOUTHWEST END OF THE CHICAGO, ROCK
 EH1115'ISLAND AND PACIFIC RAILROAD STATION, 8.6 FEET NORTHWEST OF THE
 EH1115'NORTHWEST RAIL OF THE MAIN TRACK, 2.7 FEET BELOW THE TOP OF THE RAILS,
 EH1115'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A
 EH1115'CONCRETE CULVERT.
 EH1115
 EH1115                          STATION RECOVERY (1959)
 EH1115
 EH1115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EH1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1248 ***********************************************************************
 DL1248  DESIGNATION -  D 310
 DL1248  PID         -  DL1248
 DL1248  STATE/COUNTY-  AR/MILLER
 DL1248  USGS QUAD   -  FOUKE NE (1975)
 DL1248
 DL1248                         *CURRENT SURVEY CONTROL
 DL1248  ___________________________________________________________________
 DL1248* NAD 83(1986)-  33 25 05.     (N)    093 48 51.     (W)     SCALED    
 DL1248* NAVD 88     -        72.985  (meters)     239.45   (feet)  ADJUSTED  
 DL1248  ___________________________________________________________________
 DL1248  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DL1248  DYNAMIC HT  -          72.907 (meters)     239.20  (feet)  COMP
 DL1248  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DL1248
 DL1248  VERT ORDER  -  FIRST     CLASS II
 DL1248
 DL1248.The horizontal coordinates were scaled from a topographic map and have
 DL1248.an estimated accuracy of +/- 6 seconds.
 DL1248
 DL1248.The orthometric height was determined by differential leveling
 DL1248.and adjusted by the National Geodetic Survey in June 1991..
 DL1248
 DL1248.The geoid height was determined by GEOID03.
 DL1248
 DL1248.The dynamic height is computed by dividing the NAVD 88
 DL1248.geopotential number by the normal gravity value computed on the
 DL1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1248.degrees latitude (g = 980.6199 gals.).
 DL1248
 DL1248.The modeled gravity was interpolated from observed gravity values.
 DL1248
 DL1248;                    North         East    Units  Estimated Accuracy
 DL1248;SPC AR S     -   484,830.      231,280.      MT  (+/- 180 meters Scaled)
 DL1248
 DL1248                          SUPERSEDED SURVEY CONTROL
 DL1248
 DL1248.No superseded survey control is available for this station.
 DL1248
 DL1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS243979(NAD 83)
 DL1248_MARKER: I = METAL ROD
 DL1248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1248_SP_SET: STAINLESS STEEL ROD
 DL1248_STAMPING: D 310 1985
 DL1248_MARK LOGO: NGS   
 DL1248_PROJECTION: FLUSH
 DL1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1248_ROD/PIPE-DEPTH: 12.8 meters
 DL1248
 DL1248  HISTORY     - Date     Condition        Report By
 DL1248  HISTORY     - 1985     MONUMENTED       NGS
 DL1248
 DL1248                          STATION DESCRIPTION
 DL1248
 DL1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DL1248'14.3 KM (8.9 MI) NW FROM GARLAND CITY.
 DL1248'14.3 KM (8.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 82 FROM ITS
 DL1248'JUNCTION WITH STATE HIGHWAY 134 IN GARLAND CITY, 0.8 KM (0.5 MI) WEST
 DL1248'OF A HIGHWAY BRIDGE SPANNING THE MCKINNEY BAYOU, 80.0 M (262.5 FT)
 DL1248'NORTHWEST OF OF THE SOUTHEAST END OF A CURVE IN THE HIGHWAY, 77.7 M
 DL1248'(254.9 FT) SOUTHEAST OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT,
 DL1248'AND 17.4 M (57.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DL1248'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DL1248'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DL1248'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1199 ***********************************************************************
 FH1199  DESIGNATION -  D 311
 FH1199  PID         -  FH1199
 FH1199  STATE/COUNTY-  AR/SEBASTIAN
 FH1199  USGS QUAD   -  FORT SMITH (1987)
 FH1199
 FH1199                         *CURRENT SURVEY CONTROL
 FH1199  ___________________________________________________________________
 FH1199* NAD 83(1986)-  35 24 44.     (N)    094 23 42.     (W)     SCALED    
 FH1199* NAVD 88     -       140.331  (meters)     460.40   (feet)  ADJUSTED  
 FH1199  ___________________________________________________________________
 FH1199  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FH1199  DYNAMIC HT  -         140.199 (meters)     459.97  (feet)  COMP
 FH1199  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FH1199
 FH1199  VERT ORDER  -  FIRST     CLASS II
 FH1199
 FH1199.The horizontal coordinates were scaled from a topographic map and have
 FH1199.an estimated accuracy of +/- 6 seconds.
 FH1199
 FH1199.The orthometric height was determined by differential leveling
 FH1199.and adjusted by the National Geodetic Survey in June 1991..
 FH1199
 FH1199.The geoid height was determined by GEOID03.
 FH1199
 FH1199.The dynamic height is computed by dividing the NAVD 88
 FH1199.geopotential number by the normal gravity value computed on the
 FH1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1199.degrees latitude (g = 980.6199 gals.).
 FH1199
 FH1199.The modeled gravity was interpolated from observed gravity values.
 FH1199
 FH1199;                    North         East    Units  Estimated Accuracy
 FH1199;SPC AR N     -   122,340.      182,500.      MT  (+/- 180 meters Scaled)
 FH1199
 FH1199                          SUPERSEDED SURVEY CONTROL
 FH1199
 FH1199  NGVD 29 (10/05/93)  140.241  (m)          460.11   (f) ADJUSTED    1 2
 FH1199
 FH1199.Superseded values are not recommended for survey control.
 FH1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1199.See file dsdata.txt to determine how the superseded data were derived.
 FH1199
 FH1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV733196(NAD 83)
 FH1199_MARKER: I = METAL ROD
 FH1199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1199_SP_SET: STAINLESS STEEL ROD
 FH1199_STAMPING: D 311 1989
 FH1199_MARK LOGO: NGS   
 FH1199_PROJECTION: FLUSH
 FH1199_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1199+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1199_ROD/PIPE-DEPTH: 5.8  meters
 FH1199
 FH1199  HISTORY     - Date     Condition        Report By
 FH1199  HISTORY     - 1989     MONUMENTED       NGS
 FH1199
 FH1199                          STATION DESCRIPTION
 FH1199
 FH1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1199'IN FORT SMITH, AT 3300 HARRIS AVENUE, 31.7 M (104.0 FT) SOUTHWEST OF
 FH1199'THE NORTH CORNER OF TRUSTY ELEMENTARY SCHOOL AT 3300 HARRIS AVENUE,
 FH1199'14.4 M (47.2 FT) SOUTHEAST OF THE CENTER OF THE AVENUE, 4.0 M (13.1
 FH1199'FT) NORTHEAST OF THE CENTER OF THE MAIN ENTRANCE TO THE SCHOOL, 0.5 M
 FH1199'(1.6 FT) NORTHWEST OF THE NORTH FACE OF THE BUILDING, AND LEVEL WITH
 FH1199'THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FH1199'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1221 ***********************************************************************
 FH1221  DESIGNATION -  D 312
 FH1221  PID         -  FH1221
 FH1221  STATE/COUNTY-  AR/CRAWFORD
 FH1221  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1221
 FH1221                         *CURRENT SURVEY CONTROL
 FH1221  ___________________________________________________________________
 FH1221* NAD 83(1986)-  35 39 11.     (N)    094 09 02.     (W)     SCALED    
 FH1221* NAVD 88     -       252.129  (meters)     827.19   (feet)  ADJUSTED  
 FH1221  ___________________________________________________________________
 FH1221  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FH1221  DYNAMIC HT  -         251.892 (meters)     826.42  (feet)  COMP
 FH1221  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 FH1221
 FH1221  VERT ORDER  -  FIRST     CLASS II
 FH1221
 FH1221.The horizontal coordinates were scaled from a topographic map and have
 FH1221.an estimated accuracy of +/- 6 seconds.
 FH1221
 FH1221.The orthometric height was determined by differential leveling
 FH1221.and adjusted by the National Geodetic Survey in June 1991..
 FH1221
 FH1221.The geoid height was determined by GEOID03.
 FH1221
 FH1221.The dynamic height is computed by dividing the NAVD 88
 FH1221.geopotential number by the normal gravity value computed on the
 FH1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1221.degrees latitude (g = 980.6199 gals.).
 FH1221
 FH1221.The modeled gravity was interpolated from observed gravity values.
 FH1221
 FH1221;                    North         East    Units  Estimated Accuracy
 FH1221;SPC AR N     -   148,540.      205,280.      MT  (+/- 180 meters Scaled)
 FH1221
 FH1221                          SUPERSEDED SURVEY CONTROL
 FH1221
 FH1221  NGVD 29 (10/05/93)  251.993  (m)          826.75   (f) ADJUSTED    1 2
 FH1221
 FH1221.Superseded values are not recommended for survey control.
 FH1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1221.See file dsdata.txt to determine how the superseded data were derived.
 FH1221
 FH1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV958460(NAD 83)
 FH1221_MARKER: DV = VERTICAL CONTROL DISK
 FH1221_SETTING: 66 = SET IN ROCK OUTCROP
 FH1221_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1221_STAMPING: D 312 1989
 FH1221_MARK LOGO: NGS   
 FH1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1221+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1221
 FH1221  HISTORY     - Date     Condition        Report By
 FH1221  HISTORY     - 1989     MONUMENTED       NGS
 FH1221
 FH1221                          STATION DESCRIPTION
 FH1221
 FH1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1221'0.9 KM (0.55 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1221'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, THENCE 1.1 KM (0.70
 FH1221'MI) NORTHEASTERLY ALONG A PAVED ROAD, IN THE SOUTHERN 1/3 OF A 5 BY
 FH1221'12 FOOT AREA OF OUTCROPPING BEDROCK, 11.7 M (38.4 FT) SOUTHWEST OF
 FH1221'THE CENTER OF A DRIVEWAY LEADING NORTHEAST, 7.2 M (23.6 FT) SOUTHEAST
 FH1221'OF THE CENTER OF THE ROAD, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 FH1221'POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1246 ***********************************************************************
 FH1246  DESIGNATION -  D 313
 FH1246  PID         -  FH1246
 FH1246  STATE/COUNTY-  AR/WASHINGTON
 FH1246  USGS QUAD   -  WEST FORK (1994)
 FH1246
 FH1246                         *CURRENT SURVEY CONTROL
 FH1246  ___________________________________________________________________
 FH1246* NAD 83(1986)-  35 52 39.     (N)    094 09 27.     (W)     SCALED    
 FH1246* NAVD 88     -       426.301  (meters)    1398.62   (feet)  ADJUSTED  
 FH1246  ___________________________________________________________________
 FH1246  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH1246  DYNAMIC HT  -         425.905 (meters)    1397.32  (feet)  COMP
 FH1246  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FH1246
 FH1246  VERT ORDER  -  FIRST     CLASS II
 FH1246
 FH1246.The horizontal coordinates were scaled from a topographic map and have
 FH1246.an estimated accuracy of +/- 6 seconds.
 FH1246
 FH1246.The orthometric height was determined by differential leveling
 FH1246.and adjusted by the National Geodetic Survey in June 1991..
 FH1246
 FH1246.The geoid height was determined by GEOID03.
 FH1246
 FH1246.The dynamic height is computed by dividing the NAVD 88
 FH1246.geopotential number by the normal gravity value computed on the
 FH1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1246.degrees latitude (g = 980.6199 gals.).
 FH1246
 FH1246.The modeled gravity was interpolated from observed gravity values.
 FH1246
 FH1246;                    North         East    Units  Estimated Accuracy
 FH1246;SPC AR N     -   173,450.      205,200.      MT  (+/- 180 meters Scaled)
 FH1246
 FH1246                          SUPERSEDED SURVEY CONTROL
 FH1246
 FH1246  NGVD 29 (10/05/93)  426.142  (m)         1398.10   (f) ADJUSTED    1 2
 FH1246
 FH1246.Superseded values are not recommended for survey control.
 FH1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1246.See file dsdata.txt to determine how the superseded data were derived.
 FH1246
 FH1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV955709(NAD 83)
 FH1246_MARKER: DV = VERTICAL CONTROL DISK
 FH1246_SETTING: 66 = SET IN ROCK OUTCROP
 FH1246_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1246_STAMPING: D 313 1989
 FH1246_MARK LOGO: NGS   
 FH1246_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1246+STABILITY: POSITION/ELEVATION WELL
 FH1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1246+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1246
 FH1246  HISTORY     - Date     Condition        Report By
 FH1246  HISTORY     - 1989     MONUMENTED       NGS
 FH1246
 FH1246                          STATION DESCRIPTION
 FH1246
 FH1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1246'5.3 KM (3.30 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1246'WITH COUNTY ROAD 39 IN BRENTWOOD, IN AN AREA OF OUTCROPPING BEDROCK
 FH1246'ALONG AND NEAR THE TOP OF THE NORTH BANK OF A SMALL STREAM, 17.3 M
 FH1246'(56.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.1 M (33.1
 FH1246'FT) SOUTHEAST OF THE CENTER OF FIRE ROAD 3120, 7.1 M (23.3 FT) NORTH
 FH1246'OF THE NORTHEAST CORNER OF A CULVERT, 1.7 M (5.6 FT) BELOW THE LEVEL
 FH1246'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2172 ***********************************************************************
 FF2172  DESIGNATION -  D 314
 FF2172  PID         -  FF2172
 FF2172  STATE/COUNTY-  AR/CRITTENDEN
 FF2172  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2172
 FF2172                         *CURRENT SURVEY CONTROL
 FF2172  ___________________________________________________________________
 FF2172* NAD 83(1986)-  35 12 56.     (N)    090 11 48.     (W)     SCALED    
 FF2172* NAVD 88     -        70.125  (meters)     230.07   (feet)  ADJUSTED  
 FF2172  ___________________________________________________________________
 FF2172  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF2172  DYNAMIC HT  -          70.063 (meters)     229.87  (feet)  COMP
 FF2172  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FF2172
 FF2172  VERT ORDER  -  FIRST     CLASS II
 FF2172
 FF2172.The horizontal coordinates were scaled from a topographic map and have
 FF2172.an estimated accuracy of +/- 6 seconds.
 FF2172
 FF2172.The orthometric height was determined by differential leveling
 FF2172.and adjusted by the National Geodetic Survey in January 1995..
 FF2172
 FF2172.The geoid height was determined by GEOID03.
 FF2172
 FF2172.The dynamic height is computed by dividing the NAVD 88
 FF2172.geopotential number by the normal gravity value computed on the
 FF2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2172.degrees latitude (g = 980.6199 gals.).
 FF2172
 FF2172.The modeled gravity was interpolated from observed gravity values.
 FF2172
 FF2172;                    North         East    Units  Estimated Accuracy
 FF2172;SPC AR N     -    99,380.      564,170.      MT  (+/- 180 meters Scaled)
 FF2172
 FF2172                          SUPERSEDED SURVEY CONTROL
 FF2172
 FF2172  NGVD 29 (10/05/93)   70.126  (m)          230.07   (f) ADJUSTED    1 2
 FF2172
 FF2172.Superseded values are not recommended for survey control.
 FF2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2172.See file dsdata.txt to determine how the superseded data were derived.
 FF2172
 FF2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV551005(NAD 83)
 FF2172_MARKER: DV = VERTICAL CONTROL DISK
 FF2172_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FF2172_SP_SET: BUILDING
 FF2172_STAMPING: D 314 1990
 FF2172_MARK LOGO: NGS   
 FF2172_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF2172+STABILITY: POSITION/ELEVATION WELL
 FF2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2172+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FF2172
 FF2172  HISTORY     - Date     Condition        Report By
 FF2172  HISTORY     - 1992     MONUMENTED       NGS
 FF2172  HISTORY     - 20021016 GOOD             USACE
 FF2172  HISTORY     - 20050805 GOOD             GEOCAC
 FF2172
 FF2172                          STATION DESCRIPTION
 FF2172
 FF2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FF2172'IN MARION, AT 87 JACKSON AVENUE, IN THE TOP STEP AND DIRECTLY OVER THE
 FF2172'FOUNDATION OF THE SOUTH ENTRANCE TO THE COURTHOUSE, 8.1 M (26.6 FT)
 FF2172'EAST-SOUTHEAST OF THE CENTER OF THE ENTRANCE, 2.4 M (7.9 FT) SOUTH OF
 FF2172'THE SOUTH FACE OF THE BUILDING, AND 0.5 M (1.6 FT) NORTH OF THE MOST
 FF2172'EASTERLY OF 6 COLUMNS AT THE SOUTH ENTRANCE TO THE BUILDING.
 FF2172
 FF2172                          STATION RECOVERY (2002)
 FF2172
 FF2172'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2172'RECOVERED IN GOOD CONDITION.
 FF2172
 FF2172                          STATION RECOVERY (2005)
 FF2172
 FF2172'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FF2172'HANDHELD COORDINATES ARE N35-12-56.52 W090-11-47.82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2199 ***********************************************************************
 FF2199  DESIGNATION -  D 315
 FF2199  PID         -  FF2199
 FF2199  STATE/COUNTY-  AR/CRAIGHEAD
 FF2199  USGS QUAD   -  JONESBORO (1983)
 FF2199
 FF2199                         *CURRENT SURVEY CONTROL
 FF2199  ___________________________________________________________________
 FF2199* NAD 83(1986)-  35 50 18.     (N)    090 40 36.     (W)     SCALED    
 FF2199* NAVD 88     -        84.007  (meters)     275.61   (feet)  ADJUSTED  
 FF2199  ___________________________________________________________________
 FF2199  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF2199  DYNAMIC HT  -          83.935 (meters)     275.38  (feet)  COMP
 FF2199  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 FF2199
 FF2199  VERT ORDER  -  FIRST     CLASS II
 FF2199
 FF2199.The horizontal coordinates were scaled from a topographic map and have
 FF2199.an estimated accuracy of +/- 6 seconds.
 FF2199
 FF2199.The orthometric height was determined by differential leveling
 FF2199.and adjusted by the National Geodetic Survey in January 1995..
 FF2199
 FF2199.The geoid height was determined by GEOID03.
 FF2199
 FF2199.The dynamic height is computed by dividing the NAVD 88
 FF2199.geopotential number by the normal gravity value computed on the
 FF2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2199.degrees latitude (g = 980.6199 gals.).
 FF2199
 FF2199.The modeled gravity was interpolated from observed gravity values.
 FF2199
 FF2199;                    North         East    Units  Estimated Accuracy
 FF2199;SPC AR N     -   167,770.      519,550.      MT  (+/- 180 meters Scaled)
 FF2199
 FF2199                          SUPERSEDED SURVEY CONTROL
 FF2199
 FF2199  NGVD 29 (10/05/93)   83.926  (m)          275.35   (f) ADJUSTED    1 2
 FF2199
 FF2199.Superseded values are not recommended for survey control.
 FF2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2199.See file dsdata.txt to determine how the superseded data were derived.
 FF2199
 FF2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV098685(NAD 83)
 FF2199_MARKER: I = METAL ROD
 FF2199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2199_SP_SET: STAINLESS STEEL ROD
 FF2199_STAMPING: D 315 1990
 FF2199_MARK LOGO: NGS   
 FF2199_PROJECTION: FLUSH
 FF2199_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2199+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FF2199_ROD/PIPE-DEPTH: 7.9  meters
 FF2199
 FF2199  HISTORY     - Date     Condition        Report By
 FF2199  HISTORY     - 1990     MONUMENTED       NGS
 FF2199
 FF2199                          STATION DESCRIPTION
 FF2199
 FF2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2199'IN JONESBORO, AT THE INTERSECTION OF CARAWAY ROAD AND THE BURLINGTON
 FF2199'NORTHERN RAILROAD, 35.5 M (116.5 FT) EAST OF AND LEVEL WITH THE ROAD
 FF2199'CENTERLINE, 26.3 M (86.3 FT) NORTH OF THE NEAR RAIL, 23.1 M
 FF2199'(75.8 FT) EAST OF THE NORTHEAST CORNER OF A BRIDGE, 17.9 M (58.7 FT)
 FF2199'SOUTH-SOUTHWEST OF A LIGHT POLE, AND 6.4 M (21.0 FT) WEST OF UTILITY
 FF2199'POLE NUMBER 101 WITH A GUY WIRE.  NOTE--ACCESS TO THE DATUM POINT IS
 FF2199'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1215 ***********************************************************************
 GE1215  DESIGNATION -  D 316
 GE1215  PID         -  GE1215
 GE1215  STATE/COUNTY-  AR/LAWRENCE
 GE1215  USGS QUAD   -  BLACK ROCK (1974)
 GE1215
 GE1215                         *CURRENT SURVEY CONTROL
 GE1215  ___________________________________________________________________
 GE1215* NAD 83(1986)-  36 04 37.     (N)    091 02 26.     (W)     SCALED    
 GE1215* NAVD 88     -        78.334  (meters)     257.00   (feet)  ADJUSTED  
 GE1215  ___________________________________________________________________
 GE1215  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GE1215  DYNAMIC HT  -          78.269 (meters)     256.79  (feet)  COMP
 GE1215  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 GE1215
 GE1215  VERT ORDER  -  FIRST     CLASS II
 GE1215
 GE1215.The horizontal coordinates were scaled from a topographic map and have
 GE1215.an estimated accuracy of +/- 6 seconds.
 GE1215
 GE1215.The orthometric height was determined by differential leveling
 GE1215.and adjusted by the National Geodetic Survey in January 1995..
 GE1215
 GE1215.The geoid height was determined by GEOID03.
 GE1215
 GE1215.The dynamic height is computed by dividing the NAVD 88
 GE1215.geopotential number by the normal gravity value computed on the
 GE1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1215.degrees latitude (g = 980.6199 gals.).
 GE1215
 GE1215.The modeled gravity was interpolated from observed gravity values.
 GE1215
 GE1215;                    North         East    Units  Estimated Accuracy
 GE1215;SPC AR N     -   193,860.      486,420.      MT  (+/- 180 meters Scaled)
 GE1215
 GE1215                          SUPERSEDED SURVEY CONTROL
 GE1215
 GE1215  NGVD 29 (10/05/93)   78.244  (m)          256.71   (f) ADJUSTED    1 2
 GE1215
 GE1215.Superseded values are not recommended for survey control.
 GE1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1215.See file dsdata.txt to determine how the superseded data were derived.
 GE1215
 GE1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV764942(NAD 83)
 GE1215_MARKER: I = METAL ROD
 GE1215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1215_SP_SET: STAINLESS STEEL ROD
 GE1215_STAMPING: D 316 1990
 GE1215_MARK LOGO: NGS   
 GE1215_PROJECTION: PROJECTING 2 CENTIMETERS
 GE1215_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1215+STABILITY: POSITION/ELEVATION WELL
 GE1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1215+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1215_ROD/PIPE-DEPTH: 7.4  meters
 GE1215
 GE1215  HISTORY     - Date     Condition        Report By
 GE1215  HISTORY     - 1990     MONUMENTED       NGS
 GE1215  HISTORY     - 20021026 GOOD             USACE
 GE1215
 GE1215                          STATION DESCRIPTION
 GE1215
 GE1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1215'2.7 KM (1.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 GE1215'IN POSTIA, 60.0 M (196.8 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY
 GE1215'412, 44.6 M (146.3 FT) EAST-SOUTHEAST OF A RAILROAD CROSSING SIGNAL,
 GE1215'18.7 M (61.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 14.6 M
 GE1215'(47.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 GE1215'RAILROAD, 1.3 M (4.3 FT) NORTHWEST OF A UTILITY POLE, 1.0 M (3.3 FT)
 GE1215'BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTHEAST OF A
 GE1215'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GE1215'LOGO CAP.
 GE1215
 GE1215                          STATION RECOVERY (2002)
 GE1215
 GE1215'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0093 ***********************************************************************
 FF0093  DESIGNATION -  D 33
 FF0093  PID         -  FF0093
 FF0093  STATE/COUNTY-  AR/CRAIGHEAD
 FF0093  USGS QUAD   -  CARAWAY (1983)
 FF0093
 FF0093                         *CURRENT SURVEY CONTROL
 FF0093  ___________________________________________________________________
 FF0093* NAD 83(1986)-  35 50 15.     (N)    090 22 03.     (W)     SCALED    
 FF0093* NAVD 88     -        70.568  (meters)     231.52   (feet)  POSTED    
 FF0093  ___________________________________________________________________
 FF0093  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0093  DYNAMIC HT  -          70.510 (meters)     231.33  (feet)  COMP
 FF0093  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 FF0093
 FF0093  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FF0093
 FF0093.The horizontal coordinates were scaled from a topographic map and have
 FF0093.an estimated accuracy of +/- 6 seconds.
 FF0093
 FF0093.The orthometric height was determined by differential leveling
 FF0093.and adjusted by the National Geodetic Survey in 1992..
 FF0093.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FF0093.rate of 2.1 thru 3.0 mm/km.
 FF0093
 FF0093.The geoid height was determined by GEOID03.
 FF0093
 FF0093.The dynamic height is computed by dividing the NAVD 88
 FF0093.geopotential number by the normal gravity value computed on the
 FF0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0093.degrees latitude (g = 980.6199 gals.).
 FF0093
 FF0093.The modeled gravity was interpolated from observed gravity values.
 FF0093
 FF0093;                    North         East    Units  Estimated Accuracy
 FF0093;SPC AR N     -   168,100.      547,480.      MT  (+/- 180 meters Scaled)
 FF0093
 FF0093                          SUPERSEDED SURVEY CONTROL
 FF0093
 FF0093  NGVD 29 (??/??/??)   70.528  (m)          231.39   (f) ADJUSTED    1 2
 FF0093
 FF0093.Superseded values are not recommended for survey control.
 FF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0093.See file dsdata.txt to determine how the superseded data were derived.
 FF0093
 FF0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV377691(NAD 83)
 FF0093_MARKER: DB = BENCH MARK DISK
 FF0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0093_STAMPING: D 33 1933
 FF0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0093+STABILITY: SURFACE MOTION
 FF0093
 FF0093  HISTORY     - Date     Condition        Report By
 FF0093  HISTORY     - 1933     MONUMENTED       CGS
 FF0093  HISTORY     - 1956     GOOD             CGS
 FF0093  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0093
 FF0093                          STATION DESCRIPTION
 FF0093
 FF0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0093'AT BLACK OAK.
 FF0093'AT BLACK OAK, AT THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO
 FF0093'RAILWAY AND STATE HIGHWAY 135 (MAIN STREET), 24 1/2 FEET NORTH OF
 FF0093'NORTH RAIL OF MAIN TRACK, 45 1/2 FEET WEST OF CENTER LINE OF
 FF0093'HIGHWAY, 65 FEET WEST-SOUTHWEST AND ACROSS HIGHWAY FROM TELEPHONE
 FF0093'POLE NO. 1266, 32 FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF
 FF0093'POST OFFICE, 27 FEET WEST OF A CROSSING SIGN, 17 FEET NORTHWEST
 FF0093'OF NORTH END OF A 30-INCH CORRUGATED PIPE CULVERT UNDER TRACK,
 FF0093'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 FF0093'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0093'FLUSH WITH GROUND.
 FF0093
 FF0093                          STATION RECOVERY (2002)
 FF0093
 FF0093'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0051 ***********************************************************************
 FG0051  DESIGNATION -  D 33
 FG0051  PID         -  FG0051
 FG0051  STATE/COUNTY-  AR/VAN BUREN
 FG0051  USGS QUAD   -  CLINTON (1981)
 FG0051
 FG0051                         *CURRENT SURVEY CONTROL
 FG0051  ___________________________________________________________________
 FG0051* NAD 83(1986)-  35 36 01.     (N)    092 25 27.     (W)     SCALED    
 FG0051* NAVD 88     -       183.431  (meters)     601.81   (feet)  ADJUSTED  
 FG0051  ___________________________________________________________________
 FG0051  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG0051  DYNAMIC HT  -         183.266 (meters)     601.27  (feet)  COMP
 FG0051  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 FG0051
 FG0051  VERT ORDER  -  SECOND    CLASS 0
 FG0051
 FG0051.The horizontal coordinates were scaled from a topographic map and have
 FG0051.an estimated accuracy of +/- 6 seconds.
 FG0051
 FG0051.The orthometric height was determined by differential leveling
 FG0051.and adjusted by the National Geodetic Survey in June 1991..
 FG0051
 FG0051.The geoid height was determined by GEOID03.
 FG0051
 FG0051.The dynamic height is computed by dividing the NAVD 88
 FG0051.geopotential number by the normal gravity value computed on the
 FG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0051.degrees latitude (g = 980.6199 gals.).
 FG0051
 FG0051.The modeled gravity was interpolated from observed gravity values.
 FG0051
 FG0051;                    North         East    Units  Estimated Accuracy
 FG0051;SPC AR N     -   140,640.      361,570.      MT  (+/- 180 meters Scaled)
 FG0051
 FG0051                          SUPERSEDED SURVEY CONTROL
 FG0051
 FG0051  NGVD 29 (??/??/92)  183.346  (m)          601.53   (f) ADJ UNCH    2 0
 FG0051
 FG0051.Superseded values are not recommended for survey control.
 FG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0051.See file dsdata.txt to determine how the superseded data were derived.
 FG0051
 FG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV521397(NAD 83)
 FG0051_MARKER: DB = BENCH MARK DISK
 FG0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0051_STAMPING: D-33 1934
 FG0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0051+STABILITY: SURFACE MOTION
 FG0051
 FG0051  HISTORY     - Date     Condition        Report By
 FG0051  HISTORY     - 1934     MONUMENTED       CGS
 FG0051  HISTORY     - 1935     GOOD             NGS
 FG0051  HISTORY     - 1941     GOOD             ARHD
 FG0051
 FG0051                          STATION DESCRIPTION
 FG0051
 FG0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0051'3.0 MI E FROM CLINTON.
 FG0051'3.0 MILES EAST OF CLINTON FROM JUNCTION OF U. S. HIGHWAY NO. 65 AND
 FG0051'STATE HIGHWAY NO. 95, ALONG STATE HIGHWAY NO. 9.  MARK SET AT EAST
 FG0051'SLOPE OF STEEP INCLINE TO HILL.  26.8 FEET SOUTHEAST OF CENTERLINE OF
 FG0051'STATE HIGHWAY NO. 9.  17.7 FEET NORTHWEST OF 5 INCH IN DIAMETER OAK
 FG0051'TREE WITH U.S.B.M. PAINTED ON IT.  6.4 FEET SOUTHEAST OF SOUTHEAST
 FG0051'SLOPE OF BAR PIT DITCH.  4.4 FEET NORTHWEST OF 14 INCH AT BASE PINE
 FG0051'STUMP.  STANDARD TABLET SET IN PRECAST CONCRETE POST.
 FG0051
 FG0051                          STATION RECOVERY (1941)
 FG0051
 FG0051'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1941
 FG0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0049 ***********************************************************************
 FG0049  DESIGNATION -  D 34
 FG0049  PID         -  FG0049
 FG0049  STATE/COUNTY-  AR/VAN BUREN
 FG0049  USGS QUAD   -  CLINTON (1981)
 FG0049
 FG0049                         *CURRENT SURVEY CONTROL
 FG0049  ___________________________________________________________________
 FG0049* NAD 83(1986)-  35 37 02.     (N)    092 23 39.     (W)     SCALED    
 FG0049* NAVD 88     -       189.436  (meters)     621.51   (feet)  ADJUSTED  
 FG0049  ___________________________________________________________________
 FG0049  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FG0049  DYNAMIC HT  -         189.264 (meters)     620.94  (feet)  COMP
 FG0049  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 FG0049
 FG0049  VERT ORDER  -  SECOND    CLASS 0
 FG0049
 FG0049.The horizontal coordinates were scaled from a topographic map and have
 FG0049.an estimated accuracy of +/- 6 seconds.
 FG0049
 FG0049.The orthometric height was determined by differential leveling
 FG0049.and adjusted by the National Geodetic Survey in June 1991..
 FG0049
 FG0049.The geoid height was determined by GEOID03.
 FG0049
 FG0049.The dynamic height is computed by dividing the NAVD 88
 FG0049.geopotential number by the normal gravity value computed on the
 FG0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0049.degrees latitude (g = 980.6199 gals.).
 FG0049
 FG0049.The modeled gravity was interpolated from observed gravity values.
 FG0049
 FG0049;                    North         East    Units  Estimated Accuracy
 FG0049;SPC AR N     -   142,510.      364,290.      MT  (+/- 180 meters Scaled)
 FG0049
 FG0049                          SUPERSEDED SURVEY CONTROL
 FG0049
 FG0049  NGVD 29 (??/??/92)  189.345  (m)          621.21   (f) ADJ UNCH    2 0
 FG0049
 FG0049.Superseded values are not recommended for survey control.
 FG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0049.See file dsdata.txt to determine how the superseded data were derived.
 FG0049
 FG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV548416(NAD 83)
 FG0049_MARKER: DB = BENCH MARK DISK
 FG0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0049_STAMPING: D-34 1934
 FG0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0049+STABILITY: SURFACE MOTION
 FG0049
 FG0049  HISTORY     - Date     Condition        Report By
 FG0049  HISTORY     - 1934     MONUMENTED       CGS
 FG0049  HISTORY     - 1941     GOOD             NGS
 FG0049
 FG0049                          STATION DESCRIPTION
 FG0049
 FG0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0049'5.4 MI E FROM CLINTON.
 FG0049'MARK SET AT BOTTOM OF LONG HILL.  ABOUT 200 FEET SOUTHEAST OF FARM
 FG0049'HOUSE. 25.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF WOODEN HIGHWAY
 FG0049'BRIDGE.  20.1 FEET SOUTH OF CENTERLINE OF ST. HWY. NO. 9.  TABLET SET
 FG0049'IN PRECAST CONCRETE POST.
 FG0049
 FG0049                          STATION RECOVERY (1941)
 FG0049
 FG0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 FG0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0351 ***********************************************************************
 GF0351  DESIGNATION -  D 35
 GF0351  PID         -  GF0351
 GF0351  STATE/COUNTY-  AR/CARROLL
 GF0351  USGS QUAD   -  BLUE EYE (1972)
 GF0351
 GF0351                         *CURRENT SURVEY CONTROL
 GF0351  ___________________________________________________________________
 GF0351* NAD 83(1986)-  36 26 06.     (N)    093 29 31.     (W)     SCALED    
 GF0351* NAVD 88     -       364.179  (meters)    1194.81   (feet)  ADJUSTED  
 GF0351  ___________________________________________________________________
 GF0351  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GF0351  DYNAMIC HT  -         363.862 (meters)    1193.77  (feet)  COMP
 GF0351  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 GF0351
 GF0351  VERT ORDER  -  SECOND    CLASS 0
 GF0351
 GF0351.The horizontal coordinates were scaled from a topographic map and have
 GF0351.an estimated accuracy of +/- 6 seconds.
 GF0351
 GF0351.The orthometric height was determined by differential leveling
 GF0351.and adjusted by the National Geodetic Survey in June 1991..
 GF0351
 GF0351.The geoid height was determined by GEOID03.
 GF0351
 GF0351.The dynamic height is computed by dividing the NAVD 88
 GF0351.geopotential number by the normal gravity value computed on the
 GF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0351.degrees latitude (g = 980.6199 gals.).
 GF0351
 GF0351.The modeled gravity was interpolated from observed gravity values.
 GF0351
 GF0351;                    North         East    Units  Estimated Accuracy
 GF0351;SPC AR N     -   234,190.      266,220.      MT  (+/- 180 meters Scaled)
 GF0351
 GF0351                          SUPERSEDED SURVEY CONTROL
 GF0351
 GF0351  NGVD 29 (??/??/92)  364.050  (m)         1194.39   (f) ADJ UNCH    2 0
 GF0351
 GF0351.Superseded values are not recommended for survey control.
 GF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0351.See file dsdata.txt to determine how the superseded data were derived.
 GF0351
 GF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA559323(NAD 83)
 GF0351_MARKER: DB = BENCH MARK DISK
 GF0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0351_SP_SET: CULVERT
 GF0351_STAMPING: D-35 1934
 GF0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0351
 GF0351  HISTORY     - Date     Condition        Report By
 GF0351  HISTORY     - 1934     MONUMENTED       CGS
 GF0351  HISTORY     - 1973     MARK NOT FOUND   USGS
 GF0351  HISTORY     - 1987     GOOD             USPSQD
 GF0351  HISTORY     - 1987     GOOD             USPSQD
 GF0351  HISTORY     - 1988     GOOD             USPSQD
 GF0351  HISTORY     - 1989     GOOD             USPSQD
 GF0351  HISTORY     - 1990     GOOD             USPSQD
 GF0351
 GF0351                          STATION DESCRIPTION
 GF0351
 GF0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0351'3.3 MI NE FROM URBANETTE.
 GF0351'3.3 MILES NORTHEAST OF, FROM PUBLIC SCHOOL.  285 FEET EAST
 GF0351'OF NARROW BRIDGE ACROSS STREAM FROM SYCAMORE SPRING, 153 FEET
 GF0351'SOUTH OF INTERSECTION OF CONCRETE BOX CULVERT AND STATE HIGHWAY
 GF0351'CENTERLINE, 129 FEET SOUTHEAST OF SYCAMORE SPRING, 61 FEET
 GF0351'SOUTH OF CENTERLINE OF ST. HWY. 21, 63.5 FEET NORTHWEST OF
 GF0351'NORTHWEST CORNER OF J.G. JACKSONS RESIDENCE, POST SET MIDWAY
 GF0351'BETWEEN TWO BLACK WALNUT TREES 2 FT. IN DIAMETER.
 GF0351
 GF0351                          STATION RECOVERY (1973)
 GF0351
 GF0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GF0351'MARK NOT FOUND.
 GF0351
 GF0351                          STATION RECOVERY (1987)
 GF0351
 GF0351'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0351'RECOVERED IN GOOD CONDITION.
 GF0351
 GF0351                          STATION RECOVERY (1987)
 GF0351
 GF0351'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0351'RECOVERED IN GOOD CONDITION.
 GF0351
 GF0351                          STATION RECOVERY (1988)
 GF0351
 GF0351'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEH)
 GF0351'RECOVERED IN GOOD CONDITION.
 GF0351
 GF0351                          STATION RECOVERY (1989)
 GF0351
 GF0351'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 GF0351'RECOVERED IN GOOD CONDITION.
 GF0351
 GF0351                          STATION RECOVERY (1990)
 GF0351
 GF0351'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 GF0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0047 ***********************************************************************
 FG0047  DESIGNATION -  D 35
 FG0047  PID         -  FG0047
 FG0047  STATE/COUNTY-  AR/VAN BUREN
 FG0047  USGS QUAD   -  SHIRLEY (1981)
 FG0047
 FG0047                         *CURRENT SURVEY CONTROL
 FG0047  ___________________________________________________________________
 FG0047* NAD 83(1986)-  35 38 02.     (N)    092 22 15.     (W)     SCALED    
 FG0047* NAVD 88     -       202.007  (meters)     662.75   (feet)  ADJUSTED  
 FG0047  ___________________________________________________________________
 FG0047  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FG0047  DYNAMIC HT  -         201.823 (meters)     662.15  (feet)  COMP
 FG0047  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FG0047
 FG0047  VERT ORDER  -  SECOND    CLASS 0
 FG0047
 FG0047.The horizontal coordinates were scaled from a topographic map and have
 FG0047.an estimated accuracy of +/- 6 seconds.
 FG0047
 FG0047.The orthometric height was determined by differential leveling
 FG0047.and adjusted by the National Geodetic Survey in June 1991..
 FG0047
 FG0047.The geoid height was determined by GEOID03.
 FG0047
 FG0047.The dynamic height is computed by dividing the NAVD 88
 FG0047.geopotential number by the normal gravity value computed on the
 FG0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0047.degrees latitude (g = 980.6199 gals.).
 FG0047
 FG0047.The modeled gravity was interpolated from observed gravity values.
 FG0047
 FG0047;                    North         East    Units  Estimated Accuracy
 FG0047;SPC AR N     -   144,350.      366,410.      MT  (+/- 180 meters Scaled)
 FG0047
 FG0047                          SUPERSEDED SURVEY CONTROL
 FG0047
 FG0047  NGVD 29 (??/??/92)  201.912  (m)          662.44   (f) ADJ UNCH    2 0
 FG0047
 FG0047.Superseded values are not recommended for survey control.
 FG0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0047.See file dsdata.txt to determine how the superseded data were derived.
 FG0047
 FG0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV569435(NAD 83)
 FG0047_MARKER: DB = BENCH MARK DISK
 FG0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0047+STABILITY: SURFACE MOTION
 FG0047
 FG0047  HISTORY     - Date     Condition        Report By
 FG0047  HISTORY     - UNK      MONUMENTED       CGS
 FG0047  HISTORY     - 1934     GOOD             NGS
 FG0047  HISTORY     - 1941     GOOD             ARHD
 FG0047  HISTORY     - 1973     MARK NOT FOUND   USGS
 FG0047
 FG0047                          STATION DESCRIPTION
 FG0047
 FG0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0047'4.1 MI W FROM SHIRLEY.
 FG0047'BRONZE TABLET IN TOP OF CONC. POST IN VALLEY FLOOR.  ABOUT 75 FT. S.
 FG0047'OF S.W. END OF 120 FT. WOODEN BRIDGE OVER WEAVER CREEK.  40 FT. E. OF
 FG0047'CENTER LINE OF HWY. NO. 9.  10 FT. E. OF WIRE FENCE.  10 FT. N. OF
 FG0047'STONE FENCE.
 FG0047
 FG0047                          STATION RECOVERY (1941)
 FG0047
 FG0047'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1941
 FG0047'RECOVERED IN GOOD CONDITION.
 FG0047
 FG0047                          STATION RECOVERY (1973)
 FG0047
 FG0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FG0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0340 ***********************************************************************
 GF0340  DESIGNATION -  D 36
 GF0340  PID         -  GF0340
 GF0340  STATE/COUNTY-  AR/BOONE
 GF0340  USGS QUAD   -  BERGMAN (1975)
 GF0340
 GF0340                         *CURRENT SURVEY CONTROL
 GF0340  ___________________________________________________________________
 GF0340* NAD 83(1986)-  36 17 24.     (N)    093 03 31.     (W)     SCALED    
 GF0340* NAVD 88     -       414.324  (meters)    1359.33   (feet)  ADJUSTED  
 GF0340  ___________________________________________________________________
 GF0340  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0340  DYNAMIC HT  -         413.955 (meters)    1358.12  (feet)  COMP
 GF0340  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 GF0340
 GF0340  VERT ORDER  -  SECOND    CLASS 0
 GF0340
 GF0340.The horizontal coordinates were scaled from a topographic map and have
 GF0340.an estimated accuracy of +/- 6 seconds.
 GF0340
 GF0340.The orthometric height was determined by differential leveling
 GF0340.and adjusted by the National Geodetic Survey in June 1991..
 GF0340
 GF0340.The geoid height was determined by GEOID03.
 GF0340
 GF0340.The dynamic height is computed by dividing the NAVD 88
 GF0340.geopotential number by the normal gravity value computed on the
 GF0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0340.degrees latitude (g = 980.6199 gals.).
 GF0340
 GF0340.The modeled gravity was interpolated from observed gravity values.
 GF0340
 GF0340;                    North         East    Units  Estimated Accuracy
 GF0340;SPC AR N     -   217,600.      304,900.      MT  (+/- 180 meters Scaled)
 GF0340
 GF0340                          SUPERSEDED SURVEY CONTROL
 GF0340
 GF0340  NGVD 29 (??/??/92)  414.188  (m)         1358.88   (f) ADJ UNCH    2 0
 GF0340
 GF0340.Superseded values are not recommended for survey control.
 GF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0340.See file dsdata.txt to determine how the superseded data were derived.
 GF0340
 GF0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA947161(NAD 83)
 GF0340_MARKER: DB = BENCH MARK DISK
 GF0340_SETTING: 0 = UNSPECIFIED SETTING
 GF0340_STAMPING: D-36 1934
 GF0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0340
 GF0340  HISTORY     - Date     Condition        Report By
 GF0340  HISTORY     - 1934     MONUMENTED       CGS
 GF0340
 GF0340                          STATION DESCRIPTION
 GF0340
 GF0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0340'4 MI SW FROM BERGMAN.
 GF0340'4.0 MILES SOUTHWEST OF, ALONG ST. HWY. 43, FROM STATION AT
 GF0340'M.S. SPAINS FARMYARD, 54.5 FEET EAST OF THE EAST POST OF SMALL
 GF0340'GATE TO FARMYARD, 32 FEET NORTH OF CENTERLINE OF HIGHWAY, 5
 GF0340'FEET WEST OF TELEGRAPH POLE 121, 1 FT. SOUTH OF PROPERTY-LINE
 GF0340'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0045 ***********************************************************************
 FG0045  DESIGNATION -  D 36
 FG0045  PID         -  FG0045
 FG0045  STATE/COUNTY-  AR/VAN BUREN
 FG0045  USGS QUAD   -  SHIRLEY (1981)
 FG0045
 FG0045                         *CURRENT SURVEY CONTROL
 FG0045  ___________________________________________________________________
 FG0045* NAD 83(1986)-  35 38 32.     (N)    092 20 19.     (W)     SCALED    
 FG0045* NAVD 88     -       181.427  (meters)     595.23   (feet)  ADJUSTED  
 FG0045  ___________________________________________________________________
 FG0045  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FG0045  DYNAMIC HT  -         181.263 (meters)     594.69  (feet)  COMP
 FG0045  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 FG0045
 FG0045  VERT ORDER  -  SECOND    CLASS 0
 FG0045
 FG0045.The horizontal coordinates were scaled from a topographic map and have
 FG0045.an estimated accuracy of +/- 6 seconds.
 FG0045
 FG0045.The orthometric height was determined by differential leveling
 FG0045.and adjusted by the National Geodetic Survey in June 1991..
 FG0045
 FG0045.The geoid height was determined by GEOID03.
 FG0045
 FG0045.The dynamic height is computed by dividing the NAVD 88
 FG0045.geopotential number by the normal gravity value computed on the
 FG0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0045.degrees latitude (g = 980.6199 gals.).
 FG0045
 FG0045.The modeled gravity was interpolated from observed gravity values.
 FG0045
 FG0045;                    North         East    Units  Estimated Accuracy
 FG0045;SPC AR N     -   145,260.      369,330.      MT  (+/- 180 meters Scaled)
 FG0045
 FG0045                          SUPERSEDED SURVEY CONTROL
 FG0045
 FG0045  NGVD 29 (??/??/92)  181.327  (m)          594.90   (f) ADJ UNCH    2 0
 FG0045
 FG0045.Superseded values are not recommended for survey control.
 FG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0045.See file dsdata.txt to determine how the superseded data were derived.
 FG0045
 FG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV598444(NAD 83)
 FG0045_MARKER: DB = BENCH MARK DISK
 FG0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0045_STAMPING: D-36 1934
 FG0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0045+STABILITY: SURFACE MOTION
 FG0045
 FG0045  HISTORY     - Date     Condition        Report By
 FG0045  HISTORY     - 1934     MONUMENTED       CGS
 FG0045  HISTORY     - 1941     GOOD             ARHD
 FG0045  HISTORY     - 20050104 POOR             INDIV
 FG0045
 FG0045                          STATION DESCRIPTION
 FG0045
 FG0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0045'2.1 MI W FROM SHIRLEY.
 FG0045'ABOUT 0.1 MILE EAST OF FARM HOUSE.  ABOUT 150 FEET EAST OF HEADWALL OF
 FG0045'CONCRETE CULVERT UNDER HIGHWAY.  26.2 FEET SOUTH OF CENTERLINE OF ST.
 FG0045'HWY. NO. 9.  1.4 FT. NORTH OF FENCE PARALLELING HIGHWAY.  TABLET SET
 FG0045'IN PRECAST CONCRETE POST.  NOTE-- MARK IS 30.5 FT. N OF A 10 INCH
 FG0045'BLACK WALNUT PAINTED U.S.B.M.
 FG0045
 FG0045                          STATION RECOVERY (1941)
 FG0045
 FG0045'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1941
 FG0045'RECOVERED IN GOOD CONDITION.
 FG0045
 FG0045                          STATION RECOVERY (2005)
 FG0045
 FG0045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DMR)
 FG0045'CONCRETE MONUMENT HAS BEEN DAMAGED.  BENCH MARK DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0163 ***********************************************************************
 FG0163  DESIGNATION -  D 37
 FG0163  PID         -  FG0163
 FG0163  STATE/COUNTY-  AR/FAULKNER
 FG0163  USGS QUAD   -  GREENBRIER (1994)
 FG0163
 FG0163                         *CURRENT SURVEY CONTROL
 FG0163  ___________________________________________________________________
 FG0163* NAD 83(1986)-  35 12 30.     (N)    092 25 30.     (W)     SCALED    
 FG0163* NAVD 88     -        98.487  (meters)     323.12   (feet)  ADJUSTED  
 FG0163  ___________________________________________________________________
 FG0163  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FG0163  DYNAMIC HT  -          98.395 (meters)     322.82  (feet)  COMP
 FG0163  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 FG0163
 FG0163  VERT ORDER  -  SECOND    CLASS 0
 FG0163
 FG0163.The horizontal coordinates were scaled from a topographic map and have
 FG0163.an estimated accuracy of +/- 6 seconds.
 FG0163
 FG0163.The orthometric height was determined by differential leveling
 FG0163.and adjusted by the National Geodetic Survey in June 1991..
 FG0163
 FG0163.The geoid height was determined by GEOID03.
 FG0163
 FG0163.The dynamic height is computed by dividing the NAVD 88
 FG0163.geopotential number by the normal gravity value computed on the
 FG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0163.degrees latitude (g = 980.6199 gals.).
 FG0163
 FG0163.The modeled gravity was interpolated from observed gravity values.
 FG0163
 FG0163;                    North         East    Units  Estimated Accuracy
 FG0163;SPC AR N     -    97,160.      361,300.      MT  (+/- 180 meters Scaled)
 FG0163
 FG0163                          SUPERSEDED SURVEY CONTROL
 FG0163
 FG0163  NGVD 29 (??/??/92)   98.500  (m)          323.16   (f) ADJ UNCH    2 0
 FG0163
 FG0163.Superseded values are not recommended for survey control.
 FG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0163.See file dsdata.txt to determine how the superseded data were derived.
 FG0163
 FG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU523962(NAD 83)
 FG0163_MARKER: DB = BENCH MARK DISK
 FG0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0163_STAMPING: D 37 1934
 FG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0163+STABILITY: SURFACE MOTION
 FG0163
 FG0163  HISTORY     - Date     Condition        Report By
 FG0163  HISTORY     - 1934     MONUMENTED       CGS
 FG0163
 FG0163                          STATION DESCRIPTION
 FG0163
 FG0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0163'1.9 MI E FROM WOOSTER.
 FG0163'1.9 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION WITH U.S.
 FG0163'HIGHWAY 65 AT WOOSTER, 400 FEET NORTHEAST OF THE N. T. SALTER
 FG0163'FARMHOUSE, 38.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.5
 FG0163'FOOT SOUTH OF THE FENCE PARALLELING THE HIGHWAY.  A STATE SURVEY
 FG0163'STANDARD DISK, STAMPED D 37 1934 AND SET IN THE TOP OF A CONCRETE
 FG0163'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0119 ***********************************************************************
 GF0119  DESIGNATION -  D 37
 GF0119  PID         -  GF0119
 GF0119  STATE/COUNTY-  AR/BOONE
 GF0119  USGS QUAD   -  ZINC (1972)
 GF0119
 GF0119                         *CURRENT SURVEY CONTROL
 GF0119  ___________________________________________________________________
 GF0119* NAD 83(1986)-  36 18 19.     (N)    092 55 44.     (W)     SCALED    
 GF0119* NAVD 88     -       286.147  (meters)     938.80   (feet)  ADJUSTED  
 GF0119  ___________________________________________________________________
 GF0119  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0119  DYNAMIC HT  -         285.894 (meters)     937.97  (feet)  COMP
 GF0119  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 GF0119
 GF0119  VERT ORDER  -  SECOND    CLASS 0
 GF0119
 GF0119.The horizontal coordinates were scaled from a topographic map and have
 GF0119.an estimated accuracy of +/- 6 seconds.
 GF0119
 GF0119.The orthometric height was determined by differential leveling
 GF0119.and adjusted by the National Geodetic Survey in June 1991..
 GF0119
 GF0119.The geoid height was determined by GEOID03.
 GF0119
 GF0119.The dynamic height is computed by dividing the NAVD 88
 GF0119.geopotential number by the normal gravity value computed on the
 GF0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0119.degrees latitude (g = 980.6199 gals.).
 GF0119
 GF0119.The modeled gravity was interpolated from observed gravity values.
 GF0119
 GF0119;                    North         East    Units  Estimated Accuracy
 GF0119;SPC AR N     -   219,170.      316,570.      MT  (+/- 180 meters Scaled)
 GF0119
 GF0119                          SUPERSEDED SURVEY CONTROL
 GF0119
 GF0119  NGVD 29 (??/??/92)  286.019  (m)          938.38   (f) ADJ UNCH    2 0
 GF0119
 GF0119.Superseded values are not recommended for survey control.
 GF0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0119.See file dsdata.txt to determine how the superseded data were derived.
 GF0119
 GF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA063178(NAD 83)
 GF0119_MARKER: DB = BENCH MARK DISK
 GF0119_SETTING: 66 = SET IN ROCK OUTCROP
 GF0119_SP_SET: ROCK LEDGE
 GF0119_STAMPING: D-37 1934
 GF0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0119+STABILITY: POSITION/ELEVATION WELL
 GF0119
 GF0119  HISTORY     - Date     Condition        Report By
 GF0119  HISTORY     - 1934     MONUMENTED       CGS
 GF0119
 GF0119                          STATION DESCRIPTION
 GF0119
 GF0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0119'1.7 MI N FROM ZINC.
 GF0119'175 FEET SOUTH OF POLE 410-10, 50 FEET SOUTH OF NORTH END OF
 GF0119'CUT, 13.5 FEET EAST OF RAILROAD CENTERLINE, 1 FT. ABOVE TOP
 GF0119'OF RAILS.  TABLET SET IN TOP OF A LEDGE OF LIMESTONE, IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0164 ***********************************************************************
 FG0164  DESIGNATION -  D 38
 FG0164  PID         -  FG0164
 FG0164  STATE/COUNTY-  AR/FAULKNER
 FG0164  USGS QUAD   -  GREENBRIER (1994)
 FG0164
 FG0164                         *CURRENT SURVEY CONTROL
 FG0164  ___________________________________________________________________
 FG0164* NAD 83(1986)-  35 13 19.     (N)    092 24 01.     (W)     SCALED    
 FG0164* NAVD 88     -       105.520  (meters)     346.19   (feet)  ADJUSTED  
 FG0164  ___________________________________________________________________
 FG0164  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0164  DYNAMIC HT  -         105.422 (meters)     345.87  (feet)  COMP
 FG0164  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 FG0164
 FG0164  VERT ORDER  -  SECOND    CLASS 0
 FG0164
 FG0164.The horizontal coordinates were scaled from a topographic map and have
 FG0164.an estimated accuracy of +/- 6 seconds.
 FG0164
 FG0164.The orthometric height was determined by differential leveling
 FG0164.and adjusted by the National Geodetic Survey in June 1991..
 FG0164
 FG0164.The geoid height was determined by GEOID03.
 FG0164
 FG0164.The dynamic height is computed by dividing the NAVD 88
 FG0164.geopotential number by the normal gravity value computed on the
 FG0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0164.degrees latitude (g = 980.6199 gals.).
 FG0164
 FG0164.The modeled gravity was interpolated from observed gravity values.
 FG0164
 FG0164;                    North         East    Units  Estimated Accuracy
 FG0164;SPC AR N     -    98,660.      363,560.      MT  (+/- 180 meters Scaled)
 FG0164
 FG0164                          SUPERSEDED SURVEY CONTROL
 FG0164
 FG0164  NGVD 29 (??/??/92)  105.529  (m)          346.22   (f) ADJ UNCH    2 0
 FG0164
 FG0164.Superseded values are not recommended for survey control.
 FG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0164.See file dsdata.txt to determine how the superseded data were derived.
 FG0164
 FG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU545978(NAD 83)
 FG0164_MARKER: DB = BENCH MARK DISK
 FG0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0164_STAMPING: D 38 1934
 FG0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0164+STABILITY: SURFACE MOTION
 FG0164
 FG0164  HISTORY     - Date     Condition        Report By
 FG0164  HISTORY     - 1934     MONUMENTED       CGS
 FG0164  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0164
 FG0164                          STATION DESCRIPTION
 FG0164
 FG0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0164'1.2 MI S FROM GREENBRIER.
 FG0164'1.2 MILES SOUTH ALONG STATE HGIHWAY 25 FROM THE SCHOOL AT GREENBRIER,
 FG0164'115 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE G. W. REYNOLDS
 FG0164'FARMHOUSE, 37 FEET SOUTHEAST OF THE JUNCTION WITH A FARM ROAD, 42.2
 FG0164'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 21.7 FEET EAST OF THE
 FG0164'EAST END OF A GALVANIZED-IRON CULVERT UNDER THE ROAD, 34.5 FEET NORTH
 FG0164'OF A 30-INCH OAK TREE, 8.4 FEET EAST OF THE NORTHWEST CORNER OF A
 FG0164'FENCE, AND 1.6 FEET SOUTH OF THE FENCE PARALLELING THE HIGHWAY.  A
 FG0164'STATE SURVEY STANDARD DISK, STAMPED D 38 1934 AND SET IN THE TOP OF A
 FG0164'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0051 ***********************************************************************
 GF0051  DESIGNATION -  D 39
 GF0051  PID         -  GF0051
 GF0051  STATE/COUNTY-  AR/BAXTER
 GF0051  USGS QUAD   -  NORFORK (1966)
 GF0051
 GF0051                         *CURRENT SURVEY CONTROL
 GF0051  ___________________________________________________________________
 GF0051* NAD 83(1986)-  36 13 04.     (N)    092 20 26.     (W)     SCALED    
 GF0051* NAVD 88     -       122.781  (meters)     402.82   (feet)  ADJUSTED  
 GF0051  ___________________________________________________________________
 GF0051  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GF0051  DYNAMIC HT  -         122.676 (meters)     402.48  (feet)  COMP
 GF0051  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GF0051
 GF0051  VERT ORDER  -  SECOND    CLASS 0
 GF0051
 GF0051.The horizontal coordinates were scaled from a topographic map and have
 GF0051.an estimated accuracy of +/- 6 seconds.
 GF0051
 GF0051.The orthometric height was determined by differential leveling
 GF0051.and adjusted by the National Geodetic Survey in June 1991..
 GF0051
 GF0051.The geoid height was determined by GEOID03.
 GF0051
 GF0051.The dynamic height is computed by dividing the NAVD 88
 GF0051.geopotential number by the normal gravity value computed on the
 GF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0051.degrees latitude (g = 980.6199 gals.).
 GF0051
 GF0051.The modeled gravity was interpolated from observed gravity values.
 GF0051
 GF0051;                    North         East    Units  Estimated Accuracy
 GF0051;SPC AR N     -   209,120.      369,380.      MT  (+/- 180 meters Scaled)
 GF0051
 GF0051                          SUPERSEDED SURVEY CONTROL
 GF0051
 GF0051  NGVD 29 (??/??/92)  122.675  (m)          402.48   (f) ADJ UNCH    2 0
 GF0051
 GF0051.Superseded values are not recommended for survey control.
 GF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0051.See file dsdata.txt to determine how the superseded data were derived.
 GF0051
 GF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA592083(NAD 83)
 GF0051_MARKER: DB = BENCH MARK DISK
 GF0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0051_SP_SET: BRIDGE ABUTMENT
 GF0051_STAMPING: D-39 1934
 GF0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0051
 GF0051  HISTORY     - Date     Condition        Report By
 GF0051  HISTORY     - 1934     MONUMENTED       CGS
 GF0051
 GF0051                          STATION DESCRIPTION
 GF0051
 GF0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0051'3 MI NE FROM CARTNEY.
 GF0051'ABOUT 100 FEET WEST OF POLE 362-20, 10 FEET SOUTH OF RAILROAD
 GF0051'CENTERLINE, IN CENTER OF SOUTH END OF THE WEST ABUTMENT OF
 GF0051'BRIDGE NO. 88 OVER BIG CREEK, 1 FT. NORTH OF THE SOUTH END OF
 GF0051'ABUTMENT, 4 FEET BELOW TOP OF RAILS.  TABLET SET IN TOP OF A
 GF0051'CONCRETE ABUTMENT OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0004 ***********************************************************************
 FF0004  DESIGNATION -  D 4
 FF0004  PID         -  FF0004
 FF0004  STATE/COUNTY-  AR/POINSETT
 FF0004  USGS QUAD   -  MARKED TREE (1983)
 FF0004
 FF0004                         *CURRENT SURVEY CONTROL
 FF0004  ___________________________________________________________________
 FF0004* NAD 83(1986)-  35 37 10.     (N)    090 28 27.     (W)     SCALED    
 FF0004* NAVD 88     -        66.366  (meters)     217.74   (feet)  ADJUSTED  
 FF0004  ___________________________________________________________________
 FF0004  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0004  DYNAMIC HT  -          66.308 (meters)     217.55  (feet)  COMP
 FF0004  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 FF0004
 FF0004  VERT ORDER  -  FIRST     CLASS II
 FF0004
 FF0004.The horizontal coordinates were scaled from a topographic map and have
 FF0004.an estimated accuracy of +/- 6 seconds.
 FF0004
 FF0004.The orthometric height was determined by differential leveling
 FF0004.and adjusted by the National Geodetic Survey in June 1991..
 FF0004
 FF0004.The geoid height was determined by GEOID03.
 FF0004
 FF0004.The dynamic height is computed by dividing the NAVD 88
 FF0004.geopotential number by the normal gravity value computed on the
 FF0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0004.degrees latitude (g = 980.6199 gals.).
 FF0004
 FF0004.The modeled gravity was interpolated from observed gravity values.
 FF0004
 FF0004;                    North         East    Units  Estimated Accuracy
 FF0004;SPC AR N     -   143,750.      538,220.      MT  (+/- 180 meters Scaled)
 FF0004
 FF0004                          SUPERSEDED SURVEY CONTROL
 FF0004
 FF0004  NGVD 29 (??/??/??)   66.291  (m)          217.49   (f) ADJUSTED    1 2
 FF0004
 FF0004.Superseded values are not recommended for survey control.
 FF0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0004.See file dsdata.txt to determine how the superseded data were derived.
 FF0004
 FF0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV287446(NAD 83)
 FF0004_MARKER: DB = BENCH MARK DISK
 FF0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0004_STAMPING: 217.490 D 4 1928
 FF0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0004+STABILITY: SURFACE MOTION
 FF0004
 FF0004  HISTORY     - Date     Condition        Report By
 FF0004  HISTORY     - 1928     MONUMENTED       CGS
 FF0004  HISTORY     - 1944     GOOD             CGS
 FF0004  HISTORY     - 1956     GOOD             CGS
 FF0004  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0004
 FF0004                          STATION DESCRIPTION
 FF0004
 FF0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FF0004'RECOVERED IN GOOD CONDITION.
 FF0004
 FF0004                          STATION RECOVERY (1956)
 FF0004
 FF0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0004'4.2 MI SE FROM TRUMANN.
 FF0004'ABOUT 4.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0004'RAILWAY FROM THE STATION AT TRUMANN, AT TULOT, ABOUT 11 3/4 RAILS
 FF0004'SOUTHEAST OF FLAG STATION, ABOUT 10 3/4 RAILS SOUTHEAST OF CENTER
 FF0004'OF A ROAD CROSSING, 34 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL,
 FF0004'223 1/2 FEET EAST OF NORTHEAST CORNER OF A STORE OWNED BY MR.
 FF0004'G.B. CASH, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES NO.
 FF0004'440/28 AND 440/29, 5 FEET SOUTHWEST OF TELEPHONE POLE NO. 2414,
 FF0004'ABOUT 14 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0004'CONCRETE POST PROJECTING 4 INCHES.
 FF0004
 FF0004                          STATION RECOVERY (1978)
 FF0004
 FF0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0579 ***********************************************************************
 GE0579  DESIGNATION -  D 40 RESET
 GE0579  PID         -  GE0579
 GE0579  STATE/COUNTY-  AR/FULTON
 GE0579  USGS QUAD   -  SALEM (1984)
 GE0579
 GE0579                         *CURRENT SURVEY CONTROL
 GE0579  ___________________________________________________________________
 GE0579* NAD 83(1986)-  36 18 47.     (N)    091 46 05.     (W)     SCALED    
 GE0579* NAVD 88     -       247.441  (meters)     811.81   (feet)  ADJUSTED  
 GE0579  ___________________________________________________________________
 GE0579  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GE0579  DYNAMIC HT  -         247.232 (meters)     811.13  (feet)  COMP
 GE0579  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GE0579
 GE0579  VERT ORDER  -  SECOND    CLASS 0
 GE0579
 GE0579.The horizontal coordinates were scaled from a topographic map and have
 GE0579.an estimated accuracy of +/- 6 seconds.
 GE0579
 GE0579.The orthometric height was determined by differential leveling
 GE0579.and adjusted by the National Geodetic Survey in June 1991..
 GE0579
 GE0579.The geoid height was determined by GEOID03.
 GE0579
 GE0579.The dynamic height is computed by dividing the NAVD 88
 GE0579.geopotential number by the normal gravity value computed on the
 GE0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0579.degrees latitude (g = 980.6199 gals.).
 GE0579
 GE0579.The modeled gravity was interpolated from observed gravity values.
 GE0579
 GE0579;                    North         East    Units  Estimated Accuracy
 GE0579;SPC AR N     -   219,670.      420,830.      MT  (+/- 180 meters Scaled)
 GE0579
 GE0579                          SUPERSEDED SURVEY CONTROL
 GE0579
 GE0579  NGVD 29 (??/??/92)  247.323  (m)          811.43   (f) ADJ UNCH    2 0
 GE0579
 GE0579.Superseded values are not recommended for survey control.
 GE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0579.See file dsdata.txt to determine how the superseded data were derived.
 GE0579
 GE0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA105193(NAD 83)
 GE0579_MARKER: DB = BENCH MARK DISK
 GE0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0579_STAMPING: D 40 1934 RESET 1955
 GE0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0579+STABILITY: SURFACE MOTION
 GE0579
 GE0579  HISTORY     - Date     Condition        Report By
 GE0579  HISTORY     - 1955     MONUMENTED       CGS
 GE0579
 GE0579                          STATION DESCRIPTION
 GE0579
 GE0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0579'6.2 MI SE FROM SALEM.
 GE0579'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE NORTH ARKANSAS
 GE0579'ELECTRIC CO-OPERATIVE BUILDING AT SALEM, FULTON COUNTY, AT THE
 GE0579'JUNCTION OF A DIRT ROAD LEADING SOUTH, 61 FEET SOUTHWEST OF THE
 GE0579'CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF THE CENTER LINE OF
 GE0579'THE DIRT ROAD, 55 FEET NORTHWEST OF A LARGE LONE OAK TREE, 3
 GE0579'FEET NORTHWEST OF A FENCE CORNER, AND 2.7 FEET NORTHEAST OF A
 GE0579'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 40 1934
 GE0579'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 GE0579'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1581 ***********************************************************************
 FF1581  DESIGNATION -  D 43
 FF1581  PID         -  FF1581
 FF1581  STATE/COUNTY-  AR/IZARD
 FF1581  USGS QUAD   -  MOUNT PLEASANT (1989)
 FF1581
 FF1581                         *CURRENT SURVEY CONTROL
 FF1581  ___________________________________________________________________
 FF1581* NAD 83(1986)-  35 52 58.     (N)    091 51 42.     (W)     SCALED    
 FF1581* NAVD 88     -        94.760  (meters)     310.89   (feet)  ADJUSTED  
 FF1581  ___________________________________________________________________
 FF1581  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF1581  DYNAMIC HT  -          94.678 (meters)     310.62  (feet)  COMP
 FF1581  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 FF1581
 FF1581  VERT ORDER  -  SECOND    CLASS 0
 FF1581
 FF1581.The horizontal coordinates were scaled from a topographic map and have
 FF1581.an estimated accuracy of +/- 6 seconds.
 FF1581
 FF1581.The orthometric height was determined by differential leveling
 FF1581.and adjusted by the National Geodetic Survey in June 1991..
 FF1581
 FF1581.The geoid height was determined by GEOID03.
 FF1581
 FF1581.The dynamic height is computed by dividing the NAVD 88
 FF1581.geopotential number by the normal gravity value computed on the
 FF1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1581.degrees latitude (g = 980.6199 gals.).
 FF1581
 FF1581.The modeled gravity was interpolated from observed gravity values.
 FF1581
 FF1581;                    North         East    Units  Estimated Accuracy
 FF1581;SPC AR N     -   171,910.      412,490.      MT  (+/- 180 meters Scaled)
 FF1581
 FF1581                          SUPERSEDED SURVEY CONTROL
 FF1581
 FF1581  NGVD 29 (??/??/??)   94.672  (m)          310.60   (f) ADJUSTED    2 0
 FF1581
 FF1581.Superseded values are not recommended for survey control.
 FF1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1581.See file dsdata.txt to determine how the superseded data were derived.
 FF1581
 FF1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV027715(NAD 83)
 FF1581_MARKER: DB = BENCH MARK DISK
 FF1581_SETTING: 66 = SET IN ROCK OUTCROP
 FF1581_SP_SET: ROCK OUTCROP
 FF1581_STAMPING: D 43 1934
 FF1581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1581+STABILITY: POSITION/ELEVATION WELL
 FF1581
 FF1581  HISTORY     - Date     Condition        Report By
 FF1581  HISTORY     - 1934     MONUMENTED       CGS
 FF1581  HISTORY     - 198612   MARK NOT FOUND   USPSQD
 FF1581
 FF1581                          STATION DESCRIPTION
 FF1581
 FF1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1581'5.5 MI SE FROM GUION.
 FF1581'5.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1581'SILICA PRODUCTS CO. PLANT AT GUION, IZARD COUNTY, AT THE SPUR AT
 FF1581'CROCKER, ABOUT 85 FEET SOUTHEAST OF THE TWENTY-FIFTH POLE
 FF1581'NORTHWEST OF MILEPOST 306, 13.5 FEET NORTH OF THE CENTER LINE
 FF1581'OF THE TRACK, AND IN THE TOP OF A LEDGE OF A LIMESTONE OUTCROP,
 FF1581'ABOUT 2.5 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 FF1581'DISK, STAMPED D 43 1934.
 FF1581
 FF1581                          STATION RECOVERY (1986)
 FF1581
 FF1581'RECOVERY NOTE BY US POWER SQUADRON 1986 (FSS)
 FF1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0176 ***********************************************************************
 FG0176  DESIGNATION -  D 43
 FG0176  PID         -  FG0176
 FG0176  STATE/COUNTY-  AR/FAULKNER
 FG0176  USGS QUAD   -  GUY (1994)
 FG0176
 FG0176                         *CURRENT SURVEY CONTROL
 FG0176  ___________________________________________________________________
 FG0176* NAD 83(1986)-  35 19 22.     (N)    092 18 03.     (W)     SCALED    
 FG0176* NAVD 88     -       232.164  (meters)     761.69   (feet)  ADJUSTED  
 FG0176  ___________________________________________________________________
 FG0176  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FG0176  DYNAMIC HT  -         231.947 (meters)     760.98  (feet)  COMP
 FG0176  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 FG0176
 FG0176  VERT ORDER  -  SECOND    CLASS 0
 FG0176
 FG0176.The horizontal coordinates were scaled from a topographic map and have
 FG0176.an estimated accuracy of +/- 6 seconds.
 FG0176
 FG0176.The orthometric height was determined by differential leveling
 FG0176.and adjusted by the National Geodetic Survey in June 1991..
 FG0176
 FG0176.The geoid height was determined by GEOID03.
 FG0176
 FG0176.The dynamic height is computed by dividing the NAVD 88
 FG0176.geopotential number by the normal gravity value computed on the
 FG0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0176.degrees latitude (g = 980.6199 gals.).
 FG0176
 FG0176.The modeled gravity was interpolated from observed gravity values.
 FG0176
 FG0176;                    North         East    Units  Estimated Accuracy
 FG0176;SPC AR N     -   109,810.      372,650.      MT  (+/- 180 meters Scaled)
 FG0176
 FG0176                          SUPERSEDED SURVEY CONTROL
 FG0176
 FG0176  NGVD 29 (??/??/92)  232.140  (m)          761.61   (f) ADJ UNCH    2 0
 FG0176
 FG0176.Superseded values are not recommended for survey control.
 FG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0176.See file dsdata.txt to determine how the superseded data were derived.
 FG0176
 FG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV635090(NAD 83)
 FG0176_MARKER: DB = BENCH MARK DISK
 FG0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0176_STAMPING: D 43 1934
 FG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0176+STABILITY: SURFACE MOTION
 FG0176
 FG0176  HISTORY     - Date     Condition        Report By
 FG0176  HISTORY     - 1934     MONUMENTED       CGS
 FG0176
 FG0176                          STATION DESCRIPTION
 FG0176
 FG0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0176'1.9 MI E FROM GUY.
 FG0176'1.9 MILES EAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT GUY, IN
 FG0176'THE FRONT YARD OF THE L. H. HENDERSON FARMHOUSE, 59.3 FEET NORTH OF
 FG0176'THE NORTHEAST CORNER OF THE HOUSE, 47.4 FEET SOUTH OF THE CENTERLINE
 FG0176'OF THE HIGHWAY, 43.8 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION WITH
 FG0176'THE FARM ENTRANCE ROAD, AND 7.7 FEET WEST OF AN 8-INCH OAK TREE. A
 FG0176'STATE SURVEY STANDARD DISK, STAMPED D 43 1934 AND SET IN THE TOP OF A
 FG0176'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0185 ***********************************************************************
 FG0185  DESIGNATION -  D 45
 FG0185  PID         -  FG0185
 FG0185  STATE/COUNTY-  AR/FAULKNER
 FG0185  USGS QUAD   -  BARNEY (1994)
 FG0185
 FG0185                         *CURRENT SURVEY CONTROL
 FG0185  ___________________________________________________________________
 FG0185* NAD 83(1986)-  35 21 42.     (N)    092 13 50.     (W)     SCALED    
 FG0185* NAVD 88     -       197.628  (meters)     648.38   (feet)  ADJUSTED  
 FG0185  ___________________________________________________________________
 FG0185  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FG0185  DYNAMIC HT  -         197.445 (meters)     647.78  (feet)  COMP
 FG0185  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FG0185
 FG0185  VERT ORDER  -  SECOND    CLASS 0
 FG0185
 FG0185.The horizontal coordinates were scaled from a topographic map and have
 FG0185.an estimated accuracy of +/- 6 seconds.
 FG0185
 FG0185.The orthometric height was determined by differential leveling
 FG0185.and adjusted by the National Geodetic Survey in June 1991..
 FG0185
 FG0185.The geoid height was determined by GEOID03.
 FG0185
 FG0185.The dynamic height is computed by dividing the NAVD 88
 FG0185.geopotential number by the normal gravity value computed on the
 FG0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0185.degrees latitude (g = 980.6199 gals.).
 FG0185
 FG0185.The modeled gravity was interpolated from observed gravity values.
 FG0185
 FG0185;                    North         East    Units  Estimated Accuracy
 FG0185;SPC AR N     -   114,110.      379,050.      MT  (+/- 180 meters Scaled)
 FG0185
 FG0185                          SUPERSEDED SURVEY CONTROL
 FG0185
 FG0185  NGVD 29 (??/??/92)  197.588  (m)          648.25   (f) ADJ UNCH    2 0
 FG0185
 FG0185.Superseded values are not recommended for survey control.
 FG0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0185.See file dsdata.txt to determine how the superseded data were derived.
 FG0185
 FG0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV699134(NAD 83)
 FG0185_MARKER: DB = BENCH MARK DISK
 FG0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0185_STAMPING: D 45 1934
 FG0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0185+STABILITY: SURFACE MOTION
 FG0185
 FG0185  HISTORY     - Date     Condition        Report By
 FG0185  HISTORY     - 1934     MONUMENTED       CGS
 FG0185
 FG0185                          STATION DESCRIPTION
 FG0185
 FG0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0185'1.6 MI W FROM QUITMAN.
 FG0185'IN FAULKNER COUNTY, 1.6 MILES WEST ALONG STATE HIGHWAY 25 FROM THE
 FG0185'SCHOOL AT QUITMAN, CLEBURNE COUNTY, ABOUT 0.25 MILE NORTH OF A
 FG0185'FARMHOUSE AND A RED BARN, 36.2 FEET NORTHWEST OF THE CENTERLINE OF THE
 FG0185'HIGHWAY, 6.5 FEET SOUTHEAST OF THE FENCE PARALLELING THE HIGHWAY, AND
 FG0185'7.3 FEET NORTHWEST OF A POLE.  A STATE SURVEY STANDARD DISK, STAMPED D
 FG0185'45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1293 ***********************************************************************
 FG1293  DESIGNATION -  D 45
 FG1293  PID         -  FG1293
 FG1293  STATE/COUNTY-  AR/FRANKLIN
 FG1293  USGS QUAD   -  OZARK (1993)
 FG1293
 FG1293                         *CURRENT SURVEY CONTROL
 FG1293  ___________________________________________________________________
 FG1293* NAD 83(1986)-  35 23 56.     (N)    093 50 33.     (W)     SCALED    
 FG1293* NAVD 88     -       167.128  (meters)     548.32   (feet)  ADJUSTED  
 FG1293  ___________________________________________________________________
 FG1293  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FG1293  DYNAMIC HT  -         166.971 (meters)     547.80  (feet)  COMP
 FG1293  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FG1293
 FG1293  VERT ORDER  -  SECOND    CLASS 0
 FG1293
 FG1293.The horizontal coordinates were scaled from a topographic map and have
 FG1293.an estimated accuracy of +/- 6 seconds.
 FG1293
 FG1293.The orthometric height was determined by differential leveling
 FG1293.and adjusted by the National Geodetic Survey in June 1991..
 FG1293
 FG1293.The geoid height was determined by GEOID03.
 FG1293
 FG1293.The dynamic height is computed by dividing the NAVD 88
 FG1293.geopotential number by the normal gravity value computed on the
 FG1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1293.degrees latitude (g = 980.6199 gals.).
 FG1293
 FG1293.The modeled gravity was interpolated from observed gravity values.
 FG1293
 FG1293;                    North         East    Units  Estimated Accuracy
 FG1293;SPC AR N     -   119,780.      232,640.      MT  (+/- 180 meters Scaled)
 FG1293
 FG1293                          SUPERSEDED SURVEY CONTROL
 FG1293
 FG1293  NGVD 29 (??/??/92)  167.074  (m)          548.14   (f) ADJ UNCH    2 0
 FG1293
 FG1293.Superseded values are not recommended for survey control.
 FG1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1293.See file dsdata.txt to determine how the superseded data were derived.
 FG1293
 FG1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV234176(NAD 83)
 FG1293_MARKER: DB = BENCH MARK DISK
 FG1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1293_STAMPING: D 45 1934
 FG1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1293+STABILITY: SURFACE MOTION
 FG1293
 FG1293  HISTORY     - Date     Condition        Report By
 FG1293  HISTORY     - 1934     MONUMENTED       CGS
 FG1293  HISTORY     - 1959     GOOD             NGS
 FG1293  HISTORY     - 1984     GOOD             NGS
 FG1293
 FG1293                          STATION DESCRIPTION
 FG1293
 FG1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1293'6.5 MI S FROM OZARK.
 FG1293'6.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI PACIFIC
 FG1293'RAILROAD STATION AT OZARK, AT THE SOUTHWEST CORNER OF THE CHAPELL HILL
 FG1293'SCHOOLHOUSE, 97.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 7.6 FEET
 FG1293'WEST OF THE WEST SIDE OF THE WEST ENTRANCE ON THE SOUTH SIDE OF THE
 FG1293'SCHOOLHOUSE, AND 1.6 FEET WEST OF THE SOUTHWEST CORNER.
 FG1293
 FG1293                          STATION RECOVERY (1984)
 FG1293
 FG1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1293'ABOUT 10.5 KM (6.5 MI) SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI
 FG1293'PACIFIC RAILROAD TRACKS IN CRACK TO THE HILLS CHAPEL FIRST CHRISTIAN
 FG1293'CHURCH AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1274 ***********************************************************************
 FG1274  DESIGNATION -  D 46
 FG1274  PID         -  FG1274
 FG1274  STATE/COUNTY-  AR/LOGAN
 FG1274  USGS QUAD   -  MAGAZINE (1983)
 FG1274
 FG1274                         *CURRENT SURVEY CONTROL
 FG1274  ___________________________________________________________________
 FG1274* NAD 83(1986)-  35 08 50.     (N)    093 48 20.     (W)     SCALED    
 FG1274* NAVD 88     -       139.784  (meters)     458.61   (feet)  ADJUSTED  
 FG1274  ___________________________________________________________________
 FG1274  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FG1274  DYNAMIC HT  -         139.647 (meters)     458.16  (feet)  COMP
 FG1274  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 FG1274
 FG1274  VERT ORDER  -  SECOND    CLASS 0
 FG1274
 FG1274.The horizontal coordinates were scaled from a topographic map and have
 FG1274.an estimated accuracy of +/- 6 seconds.
 FG1274
 FG1274.The orthometric height was determined by differential leveling
 FG1274.and adjusted by the National Geodetic Survey in June 1991..
 FG1274
 FG1274.The geoid height was determined by GEOID03.
 FG1274
 FG1274.The dynamic height is computed by dividing the NAVD 88
 FG1274.geopotential number by the normal gravity value computed on the
 FG1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1274.degrees latitude (g = 980.6199 gals.).
 FG1274
 FG1274.The modeled gravity was interpolated from observed gravity values.
 FG1274
 FG1274;                    North         East    Units  Estimated Accuracy
 FG1274;SPC AR N     -    91,800.      235,490.      MT  (+/- 180 meters Scaled)
 FG1274
 FG1274                          SUPERSEDED SURVEY CONTROL
 FG1274
 FG1274  NGVD 29 (??/??/92)  139.716  (m)          458.38   (f) ADJ UNCH    2 0
 FG1274
 FG1274.Superseded values are not recommended for survey control.
 FG1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1274.See file dsdata.txt to determine how the superseded data were derived.
 FG1274
 FG1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU266896(NAD 83)
 FG1274_MARKER: DB = BENCH MARK DISK
 FG1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1274_STAMPING: D 46 1934
 FG1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1274+STABILITY: SURFACE MOTION
 FG1274
 FG1274  HISTORY     - Date     Condition        Report By
 FG1274  HISTORY     - 1934     MONUMENTED       CGS
 FG1274  HISTORY     - 1959     GOOD             NGS
 FG1274  HISTORY     - 1964     MARK NOT FOUND   USGS
 FG1274  HISTORY     - 1978     MARK NOT FOUND   USGS
 FG1274
 FG1274                          STATION DESCRIPTION
 FG1274
 FG1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1274'IN MAGAZINE.
 FG1274'THE RAILROAD STATION HAS BEEN REMOVED AND THE MARK IS ABOUT 60 FEET
 FG1274'NORTH-EAST OF THE STATION SIGN, 46.2 FEET SOUTH-SOUTHEAST OF A POWER
 FG1274'LINE POLE WITH STREET LIGHT AND 37.1 FEET EAST-NORTHEAST OF A WHITE 6
 FG1274'X 6-INCH POST THAT PROJECTS ABOUT 3 FEET.  THE MARK IS IN LINE WITH
 FG1274'THE TELPHONE POLES TO THE SOUTHWEST AND IS ABOUT 2 INCHES BELOW
 FG1274'SURFACE OF THE GROUND. IN MAGAZINE, AT THE CHICAGO, ROCK ISLAND AND
 FG1274'PACIFIC RR STATION, 67.6 FT E OF NE CORNER OF RAILROAD STATION.  42.1
 FG1274'FT N OF CENTERLINE OF CRI AND PRY MAIN TRACK, 2.4 FT W OF CONCRETE
 FG1274'SIDEWALK LEADING TO TOWN, 1.1 FT W OF RAILROAD FENCE POST, SET IN
 FG1274'PRECAST CONCRETE POST.
 FG1274
 FG1274                          STATION RECOVERY (1964)
 FG1274
 FG1274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FG1274'MARK NOT FOUND.
 FG1274
 FG1274                          STATION RECOVERY (1978)
 FG1274
 FG1274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FG1274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1152 ***********************************************************************
 FG1152  DESIGNATION -  D 47
 FG1152  PID         -  FG1152
 FG1152  STATE/COUNTY-  AR/YELL
 FG1152  USGS QUAD   -  OLA (1972)
 FG1152
 FG1152                         *CURRENT SURVEY CONTROL
 FG1152  ___________________________________________________________________
 FG1152* NAD 83(1986)-  35 02 40.     (N)    093 14 16.     (W)     SCALED    
 FG1152* NAVD 88     -        96.710  (meters)     317.29   (feet)  ADJUSTED  
 FG1152  ___________________________________________________________________
 FG1152  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FG1152  DYNAMIC HT  -          96.616 (meters)     316.98  (feet)  COMP
 FG1152  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 FG1152
 FG1152  VERT ORDER  -  SECOND    CLASS 0
 FG1152
 FG1152.The horizontal coordinates were scaled from a topographic map and have
 FG1152.an estimated accuracy of +/- 6 seconds.
 FG1152
 FG1152.The orthometric height was determined by differential leveling
 FG1152.and adjusted by the National Geodetic Survey in June 1991..
 FG1152
 FG1152.The geoid height was determined by GEOID03.
 FG1152
 FG1152.The dynamic height is computed by dividing the NAVD 88
 FG1152.geopotential number by the normal gravity value computed on the
 FG1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1152.degrees latitude (g = 980.6199 gals.).
 FG1152
 FG1152.The modeled gravity was interpolated from observed gravity values.
 FG1152
 FG1152;                    North         East    Units  Estimated Accuracy
 FG1152;SPC AR N     -    79,600.      287,070.      MT  (+/- 180 meters Scaled)
 FG1152
 FG1152                          SUPERSEDED SURVEY CONTROL
 FG1152
 FG1152  NGVD 29 (??/??/92)   96.677  (m)          317.18   (f) ADJ UNCH    2 0
 FG1152
 FG1152.Superseded values are not recommended for survey control.
 FG1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1152.See file dsdata.txt to determine how the superseded data were derived.
 FG1152
 FG1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU783779(NAD 83)
 FG1152_MARKER: DB = BENCH MARK DISK
 FG1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1152_STAMPING: D-47 1934
 FG1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1152+STABILITY: SURFACE MOTION
 FG1152
 FG1152  HISTORY     - Date     Condition        Report By
 FG1152  HISTORY     - 1934     MONUMENTED       CGS
 FG1152  HISTORY     - 1983     GOOD             LOCSUR
 FG1152
 FG1152                          STATION DESCRIPTION
 FG1152
 FG1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1152'1.4 MI W FROM OLA.
 FG1152'1.4 MILES WEST OF, ALONG C.R.I. AND P. RY, FROM STATION.  ABOUT 225
 FG1152'FEET NORTH OF MRS. MATTIE ANDERSONS FARM HOUSE.  ABOUT 103 FEET
 FG1152'SOUTHWEST OF M.P. 210.  50.4 FEET SOUTH OF CENTERLINE OF FARM ROAD AT
 FG1152'RAILROAD CROSSING.  4.7 FEET NORTHEAST OF EAST END OF IRON GATE. 2.6
 FG1152'FEET NORTH OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST
 FG1152'CONCRETE POST.
 FG1152
 FG1152                          STATION RECOVERY (1983)
 FG1152
 FG1152'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 FG1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0190 ***********************************************************************
 FG0190  DESIGNATION -  D 47
 FG0190  PID         -  FG0190
 FG0190  STATE/COUNTY-  AR/CLEBURNE
 FG0190  USGS QUAD   -  QUITMAN (1991)
 FG0190
 FG0190                         *CURRENT SURVEY CONTROL
 FG0190  ___________________________________________________________________
 FG0190* NAD 83(1986)-  35 23 57.     (N)    092 10 49.     (W)     SCALED    
 FG0190* NAVD 88     -       199.323  (meters)     653.95   (feet)  ADJUSTED  
 FG0190  ___________________________________________________________________
 FG0190  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FG0190  DYNAMIC HT  -         199.139 (meters)     653.34  (feet)  COMP
 FG0190  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 FG0190
 FG0190  VERT ORDER  -  SECOND    CLASS 0
 FG0190
 FG0190.The horizontal coordinates were scaled from a topographic map and have
 FG0190.an estimated accuracy of +/- 6 seconds.
 FG0190
 FG0190.The orthometric height was determined by differential leveling
 FG0190.and adjusted by the National Geodetic Survey in June 1991..
 FG0190
 FG0190.The geoid height was determined by GEOID03.
 FG0190
 FG0190.The dynamic height is computed by dividing the NAVD 88
 FG0190.geopotential number by the normal gravity value computed on the
 FG0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0190.degrees latitude (g = 980.6199 gals.).
 FG0190
 FG0190.The modeled gravity was interpolated from observed gravity values.
 FG0190
 FG0190;                    North         East    Units  Estimated Accuracy
 FG0190;SPC AR N     -   118,260.      383,620.      MT  (+/- 180 meters Scaled)
 FG0190
 FG0190                          SUPERSEDED SURVEY CONTROL
 FG0190
 FG0190  NGVD 29 (??/??/92)  199.279  (m)          653.80   (f) ADJ UNCH    2 0
 FG0190
 FG0190.Superseded values are not recommended for survey control.
 FG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0190.See file dsdata.txt to determine how the superseded data were derived.
 FG0190
 FG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV744176(NAD 83)
 FG0190_MARKER: DB = BENCH MARK DISK
 FG0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0190_STAMPING: D 47 1934
 FG0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0190+STABILITY: SURFACE MOTION
 FG0190
 FG0190  HISTORY     - Date     Condition        Report By
 FG0190  HISTORY     - 1934     MONUMENTED       CGS
 FG0190  HISTORY     - 1960     POOR             NGS
 FG0190
 FG0190                          STATION DESCRIPTION
 FG0190
 FG0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0190'2.3 MI E FROM QUITMAN.
 FG0190'2.3 MILES EAST ALONG STATE HIGHWAY 25 FROM THE CONCRETE BRIDGE OVER
 FG0190'MILL CREEK AT QUITMAN, 200 FEET NORTH OF A FARMHOUSE, 31.3 FEET SOUTH
 FG0190'OF THE CENTERLINE OF THE HIGHWAY, 29.2 FEET NORTH OF A 12-INCH OAK
 FG0190'TREE, AND 19.5 FEET WEST OF A POLE.  A STATE SURVEY STANDARD DISK,
 FG0190'STAMPED D 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0975 ***********************************************************************
 FG0975  DESIGNATION -  D 48
 FG0975  PID         -  FG0975
 FG0975  STATE/COUNTY-  AR/NEWTON
 FG0975  USGS QUAD   -  LURTON (1980)
 FG0975
 FG0975                         *CURRENT SURVEY CONTROL
 FG0975  ___________________________________________________________________
 FG0975* NAD 83(1986)-  35 47 53.     (N)    093 07 22.     (W)     SCALED    
 FG0975* NAVD 88     -       567.920  (meters)    1863.25   (feet)  ADJUSTED  
 FG0975  ___________________________________________________________________
 FG0975  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG0975  DYNAMIC HT  -         567.369 (meters)    1861.44  (feet)  COMP
 FG0975  MODELED GRAV-     979,643.4   (mgal)                       NAVD 88
 FG0975
 FG0975  VERT ORDER  -  SECOND    CLASS 0
 FG0975
 FG0975.The horizontal coordinates were scaled from a topographic map and have
 FG0975.an estimated accuracy of +/- 6 seconds.
 FG0975
 FG0975.The orthometric height was determined by differential leveling
 FG0975.and adjusted by the National Geodetic Survey in June 1991..
 FG0975
 FG0975.The geoid height was determined by GEOID03.
 FG0975
 FG0975.The dynamic height is computed by dividing the NAVD 88
 FG0975.geopotential number by the normal gravity value computed on the
 FG0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0975.degrees latitude (g = 980.6199 gals.).
 FG0975
 FG0975.The modeled gravity was interpolated from observed gravity values.
 FG0975
 FG0975;                    North         East    Units  Estimated Accuracy
 FG0975;SPC AR N     -   163,080.      298,520.      MT  (+/- 180 meters Scaled)
 FG0975
 FG0975                          SUPERSEDED SURVEY CONTROL
 FG0975
 FG0975  NGVD 29 (??/??/92)  567.827  (m)         1862.95   (f) ADJ UNCH    2 0
 FG0975
 FG0975.Superseded values are not recommended for survey control.
 FG0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0975.See file dsdata.txt to determine how the superseded data were derived.
 FG0975
 FG0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV889615(NAD 83)
 FG0975_MARKER: DB = BENCH MARK DISK
 FG0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0975_STAMPING: D 48 1934
 FG0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0975+STABILITY: SURFACE MOTION
 FG0975
 FG0975  HISTORY     - Date     Condition        Report By
 FG0975  HISTORY     - 1934     MONUMENTED       CGS
 FG0975  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0975
 FG0975                          STATION DESCRIPTION
 FG0975
 FG0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0975'3.9 MI NW FROM LURTON.
 FG0975'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 FG0975'LURTON , 105 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE FARMHOUSE OF
 FG0975'ALBERT BENNIS, 39.4 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FG0975'7.9 FEET NORTHEAST OF THE SOUTH CORNER OF A PASTURE FENCE, AND 1.5
 FG0975'FEET NORTHWEST OF A NORTHEAST-AND-SOUTHWEST FENCE.  SET IN THE TOP OF
 FG0975'A CONCRETE POST.
 FG0975
 FG0975                          STATION RECOVERY (1976)
 FG0975
 FG0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0344 ***********************************************************************
 FG0344  DESIGNATION -  D 49
 FG0344  PID         -  FG0344
 FG0344  STATE/COUNTY-  AR/CONWAY
 FG0344  USGS QUAD   -  SOLGOHACHIA (1990)
 FG0344
 FG0344                         *CURRENT SURVEY CONTROL
 FG0344  ___________________________________________________________________
 FG0344* NAD 83(1986)-  35 20 42.     (N)    092 43 48.     (W)     SCALED    
 FG0344* NAVD 88     -       174.637  (meters)     572.95   (feet)  ADJUSTED  
 FG0344  ___________________________________________________________________
 FG0344  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FG0344  DYNAMIC HT  -         174.473 (meters)     572.42  (feet)  COMP
 FG0344  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 FG0344
 FG0344  VERT ORDER  -  SECOND    CLASS 0
 FG0344
 FG0344.The horizontal coordinates were scaled from a topographic map and have
 FG0344.an estimated accuracy of +/- 6 seconds.
 FG0344
 FG0344.The orthometric height was determined by differential leveling
 FG0344.and adjusted by the National Geodetic Survey in June 1991..
 FG0344
 FG0344.The geoid height was determined by GEOID03.
 FG0344
 FG0344.The dynamic height is computed by dividing the NAVD 88
 FG0344.geopotential number by the normal gravity value computed on the
 FG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0344.degrees latitude (g = 980.6199 gals.).
 FG0344
 FG0344.The modeled gravity was interpolated from observed gravity values.
 FG0344
 FG0344;                    North         East    Units  Estimated Accuracy
 FG0344;SPC AR N     -   112,480.      333,650.      MT  (+/- 180 meters Scaled)
 FG0344
 FG0344                          SUPERSEDED SURVEY CONTROL
 FG0344
 FG0344  NGVD 29 (??/??/92)  174.637  (m)          572.95   (f) ADJ UNCH    2 0
 FG0344
 FG0344.Superseded values are not recommended for survey control.
 FG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0344.See file dsdata.txt to determine how the superseded data were derived.
 FG0344
 FG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV245113(NAD 83)
 FG0344_MARKER: DB = BENCH MARK DISK
 FG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0344_STAMPING: D 49 1934
 FG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0344+STABILITY: SURFACE MOTION
 FG0344
 FG0344  HISTORY     - Date     Condition        Report By
 FG0344  HISTORY     - 1934     MONUMENTED       CGS
 FG0344  HISTORY     - 1959     GOOD             NGS
 FG0344
 FG0344                          STATION DESCRIPTION
 FG0344
 FG0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0344'5.8 MI S FROM CLEVELAND.
 FG0344'CLEVELAND, CONWAY COUNTY, ABOUT 5.8 MILES SOUTH OF ALONG STATE HWY.
 FG0344'95.  119 FEET NORTH AND 42 FEET EAST OF T-ROAD-EAST.  AT CORNER
 FG0344'SECTIONS 7-8-17-10, T.8N., R.16 W.  13 FEET EAST OF THE EAST
 FG0344'RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED D 49 1934 AND SET IN THE
 FG0344'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0196 ***********************************************************************
 FG0196  DESIGNATION -  D 49
 FG0196  PID         -  FG0196
 FG0196  STATE/COUNTY-  AR/CLEBURNE
 FG0196  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0196
 FG0196                         *CURRENT SURVEY CONTROL
 FG0196  ___________________________________________________________________
 FG0196* NAD 83(1986)-  35 25 43.     (N)    092 07 29.     (W)     SCALED    
 FG0196* NAVD 88     -       220.105  (meters)     722.13   (feet)  ADJUSTED  
 FG0196  ___________________________________________________________________
 FG0196  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FG0196  DYNAMIC HT  -         219.903 (meters)     721.47  (feet)  COMP
 FG0196  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 FG0196
 FG0196  VERT ORDER  -  SECOND    CLASS 0
 FG0196
 FG0196.The horizontal coordinates were scaled from a topographic map and have
 FG0196.an estimated accuracy of +/- 6 seconds.
 FG0196
 FG0196.The orthometric height was determined by differential leveling
 FG0196.and adjusted by the National Geodetic Survey in June 1991..
 FG0196
 FG0196.The geoid height was determined by GEOID03.
 FG0196
 FG0196.The dynamic height is computed by dividing the NAVD 88
 FG0196.geopotential number by the normal gravity value computed on the
 FG0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0196.degrees latitude (g = 980.6199 gals.).
 FG0196
 FG0196.The modeled gravity was interpolated from observed gravity values.
 FG0196
 FG0196;                    North         East    Units  Estimated Accuracy
 FG0196;SPC AR N     -   121,520.      388,680.      MT  (+/- 180 meters Scaled)
 FG0196
 FG0196                          SUPERSEDED SURVEY CONTROL
 FG0196
 FG0196  NGVD 29 (??/??/92)  220.053  (m)          721.96   (f) ADJ UNCH    2 0
 FG0196
 FG0196.Superseded values are not recommended for survey control.
 FG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0196.See file dsdata.txt to determine how the superseded data were derived.
 FG0196
 FG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV794209(NAD 83)
 FG0196_MARKER: DB = BENCH MARK DISK
 FG0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0196_STAMPING: D 49 1934
 FG0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0196+STABILITY: SURFACE MOTION
 FG0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0196+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 FG0196
 FG0196  HISTORY     - Date     Condition        Report By
 FG0196  HISTORY     - 1934     MONUMENTED       CGS
 FG0196  HISTORY     - 20030730 GOOD             USACE
 FG0196
 FG0196                          STATION DESCRIPTION
 FG0196
 FG0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0196'6.1 MI E FROM QUITMAN.
 FG0196'6.1 MILES EAST ALONG STATE HIGHWAY 25 FROM THE CONCRETE BRIDGE OVER
 FG0196'MILL CREEK AT QUITMAN, 0.2 MILE EAST OF THE A. JACKSON SERVICE
 FG0196'STATION, 250 FEET NORTHEAST OF THE RAY SIMMONS FARMHOUSE, 36.3 FEET
 FG0196'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.6 FEET NORTH OF THE
 FG0196'FENCE PARALLELING THE HIGHWAY.   A STATE SURVEY STANDARD DISK, STAMPED
 FG0196'D 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FG0196
 FG0196                          STATION RECOVERY (2003)
 FG0196
 FG0196'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FG0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0155 ***********************************************************************
 FF0155  DESIGNATION -  D 5
 FF0155  PID         -  FF0155
 FF0155  STATE/COUNTY-  AR/CRITTENDEN
 FF0155  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0155
 FF0155                         *CURRENT SURVEY CONTROL
 FF0155  ___________________________________________________________________
 FF0155* NAD 83(1986)-  35 12 27.     (N)    090 11 35.     (W)     SCALED    
 FF0155* NAVD 88     -        67.244  (meters)     220.62   (feet)  ADJUSTED  
 FF0155  ___________________________________________________________________
 FF0155  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0155  DYNAMIC HT  -          67.183 (meters)     220.42  (feet)  COMP
 FF0155  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FF0155
 FF0155  VERT ORDER  -  FIRST     CLASS II
 FF0155
 FF0155.The horizontal coordinates were scaled from a topographic map and have
 FF0155.an estimated accuracy of +/- 6 seconds.
 FF0155
 FF0155.The orthometric height was determined by differential leveling
 FF0155.and adjusted by the National Geodetic Survey in January 1995..
 FF0155.WARNING-Repeat measurements at this control monument indicate possible
 FF0155.vertical movement.
 FF0155
 FF0155.The geoid height was determined by GEOID03.
 FF0155
 FF0155.The dynamic height is computed by dividing the NAVD 88
 FF0155.geopotential number by the normal gravity value computed on the
 FF0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0155.degrees latitude (g = 980.6199 gals.).
 FF0155
 FF0155.The modeled gravity was interpolated from observed gravity values.
 FF0155
 FF0155;                    North         East    Units  Estimated Accuracy
 FF0155;SPC AR N     -    98,490.      564,520.      MT  (+/- 180 meters Scaled)
 FF0155
 FF0155                          SUPERSEDED SURVEY CONTROL
 FF0155
 FF0155  NAVD 88 (06/15/91)   67.281  (m)          220.74   (f) UNKNOWN     1 2
 FF0155  NGVD 29 (??/??/??)   67.245  (m)          220.62   (f) ADJUSTED    1 2
 FF0155
 FF0155.Superseded values are not recommended for survey control.
 FF0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0155.See file dsdata.txt to determine how the superseded data were derived.
 FF0155
 FF0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU555996(NAD 83)
 FF0155_MARKER: DB = BENCH MARK DISK
 FF0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0155_SP_SET: CONCRETE POST
 FF0155_STAMPING: D 5 1928 220.175
 FF0155_MARK LOGO: CGS   
 FF0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0155+STABILITY: SURFACE MOTION
 FF0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0155+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF0155
 FF0155  HISTORY     - Date     Condition        Report By
 FF0155  HISTORY     - 1928     MONUMENTED       CGS
 FF0155  HISTORY     - 1956     GOOD             CGS
 FF0155  HISTORY     - 19920318 GOOD             NGS
 FF0155  HISTORY     - 20021016 GOOD             USACE
 FF0155
 FF0155                          STATION DESCRIPTION
 FF0155
 FF0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0155'0.5 MI SE FROM MARION.
 FF0155'0.5 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0155'FROM THE STATION AT MARION, ABOUT 110 YARDS NORTHWEST OF A FIELD
 FF0155'ROAD CROSSING, ON THE INSIDE OF A SLIGHT CURVE IN TRACK, 27 FEET
 FF0155'NORTHEAST OF A FIELD ROAD CROSSING, ON THE INSIDE OF A SLIGHT
 FF0155'CURVE IN TRACK, 27 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN
 FF0155'TRACK, 13 FEET SOUTHWEST OF MILEAGE TELEPHONE POLE NO. 474/07,
 FF0155'ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0155'CONCRETE POST PROJECTING 3 INCHES.
 FF0155
 FF0155                          STATION RECOVERY (1992)
 FF0155
 FF0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0155'0.9 KM (0.55 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF0155'FROM THE JUNCTION OF U.S. HIGHWAY 64 IN MARION, 94.0 M (308.4 FT)
 FF0155'WEST OF THE CENTER OF MEDEL MARCONI ROAD, 7.7 M (25.3 FT) NORTHEAST OF
 FF0155'THE NEAR RAIL, 4.1 M (13.5 FT) SOUTHWEST OF THE 3RD UTILITY POLE
 FF0155'NORTHWEST OF THE ROAD, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE TRACK,
 FF0155'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 FF0155
 FF0155                          STATION RECOVERY (2002)
 FF0155
 FF0155'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0155'MARK HAS BEEN HIT, DISK CHIPPED, BUT SHOULD HOLD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0057 ***********************************************************************
 FH0057  DESIGNATION -  D 50
 FH0057  PID         -  FH0057
 FH0057  STATE/COUNTY-  AR/WASHINGTON
 FH0057  USGS QUAD   -  LINCOLN (1970)
 FH0057
 FH0057                         *CURRENT SURVEY CONTROL
 FH0057  ___________________________________________________________________
 FH0057* NAD 83(1986)-  35 57 36.     (N)    094 27 02.     (W)     SCALED    
 FH0057* NAVD 88     -       426.014  (meters)    1397.68   (feet)  ADJUSTED  
 FH0057  ___________________________________________________________________
 FH0057  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FH0057  DYNAMIC HT  -         425.624 (meters)    1396.40  (feet)  COMP
 FH0057  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FH0057
 FH0057  VERT ORDER  -  SECOND    CLASS 0
 FH0057
 FH0057.The horizontal coordinates were scaled from a topographic map and have
 FH0057.an estimated accuracy of +/- 6 seconds.
 FH0057
 FH0057.The orthometric height was determined by differential leveling
 FH0057.and adjusted by the National Geodetic Survey in June 1991..
 FH0057
 FH0057.The geoid height was determined by GEOID03.
 FH0057
 FH0057.The dynamic height is computed by dividing the NAVD 88
 FH0057.geopotential number by the normal gravity value computed on the
 FH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0057.degrees latitude (g = 980.6199 gals.).
 FH0057
 FH0057.The modeled gravity was interpolated from observed gravity values.
 FH0057
 FH0057;                    North         East    Units  Estimated Accuracy
 FH0057;SPC AR N     -   183,220.      178,970.      MT  (+/- 180 meters Scaled)
 FH0057
 FH0057                          SUPERSEDED SURVEY CONTROL
 FH0057
 FH0057  NGVD 29 (??/??/92)  425.836  (m)         1397.10   (f) ADJ UNCH    2 0
 FH0057
 FH0057.Superseded values are not recommended for survey control.
 FH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0057.See file dsdata.txt to determine how the superseded data were derived.
 FH0057
 FH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV691804(NAD 83)
 FH0057_MARKER: DB = BENCH MARK DISK
 FH0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0057_STAMPING: D 50 1934
 FH0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0057+STABILITY: SURFACE MOTION
 FH0057
 FH0057  HISTORY     - Date     Condition        Report By
 FH0057  HISTORY     - 1934     MONUMENTED       CGS
 FH0057  HISTORY     - 1961     GOOD             NGS
 FH0057  HISTORY     - 1988     GOOD             USPSQD
 FH0057  HISTORY     - 1989     GOOD             USPSQD
 FH0057
 FH0057                          STATION DESCRIPTION
 FH0057
 FH0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FH0057'2 MI W FROM LINCOLN.
 FH0057'2.0 MILE WEST REACHED FROM LINCOLN BY GOING WESTERLY ON U.S.
 FH0057'HIGHWAY 62 FOR ABOUT 2.0 MILES TO A SIDE ROAD RIGHT AND MARK
 FH0057'ON RIGHT, ABOUT 100 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FH0057'24 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND NEAR
 FH0057'THE SOUTHEAST CORNER OF A FIELD.
 FH0057
 FH0057                          STATION RECOVERY (1988)
 FH0057
 FH0057'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0057'RECOVERED IN GOOD CONDITION.
 FH0057
 FH0057                          STATION RECOVERY (1989)
 FH0057
 FH0057'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1313 ***********************************************************************
 FG1313  DESIGNATION -  D 51
 FG1313  PID         -  FG1313
 FG1313  STATE/COUNTY-  AR/MADISON
 FG1313  USGS QUAD   -  WITTER (1973)
 FG1313
 FG1313                         *CURRENT SURVEY CONTROL
 FG1313  ___________________________________________________________________
 FG1313* NAD 83(1986)-  35 54 05.     (N)    093 42 02.     (W)     SCALED    
 FG1313* NAVD 88     -       454.851  (meters)    1492.29   (feet)  ADJUSTED  
 FG1313  ___________________________________________________________________
 FG1313  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG1313  DYNAMIC HT  -         454.423 (meters)    1490.89  (feet)  COMP
 FG1313  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 FG1313
 FG1313  VERT ORDER  -  SECOND    CLASS 0
 FG1313
 FG1313.The horizontal coordinates were scaled from a topographic map and have
 FG1313.an estimated accuracy of +/- 6 seconds.
 FG1313
 FG1313.The orthometric height was determined by differential leveling
 FG1313.and adjusted by the National Geodetic Survey in June 1991..
 FG1313
 FG1313.The geoid height was determined by GEOID03.
 FG1313
 FG1313.The dynamic height is computed by dividing the NAVD 88
 FG1313.geopotential number by the normal gravity value computed on the
 FG1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1313.degrees latitude (g = 980.6199 gals.).
 FG1313
 FG1313.The modeled gravity was interpolated from observed gravity values.
 FG1313
 FG1313;                    North         East    Units  Estimated Accuracy
 FG1313;SPC AR N     -   175,290.      246,500.      MT  (+/- 180 meters Scaled)
 FG1313
 FG1313                          SUPERSEDED SURVEY CONTROL
 FG1313
 FG1313  NGVD 29 (??/??/92)  454.71   (m)         1491.8    (f) COMPUTED    2 0
 FG1313
 FG1313.Superseded values are not recommended for survey control.
 FG1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1313.See file dsdata.txt to determine how the superseded data were derived.
 FG1313
 FG1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV367732(NAD 83)
 FG1313_MARKER: DB = BENCH MARK DISK
 FG1313_SETTING: 80 = SET IN A BOULDER
 FG1313_SP_SET: BOULDER
 FG1313_STAMPING: D-51 1934
 FG1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1313+STABILITY: SURFACE MOTION
 FG1313
 FG1313  HISTORY     - Date     Condition        Report By
 FG1313  HISTORY     - 1934     MONUMENTED       CGS
 FG1313
 FG1313                          STATION DESCRIPTION
 FG1313
 FG1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1313'3.1 MI S FROM WITTER.
 FG1313'3.1 MILES SOUTH OF, ALONG ST. HWY. 23, FROM WITTER SCHOOL.  ABOUT 250
 FG1313'FEET NORTHEAST OF NORTHEAST END OF HIGHWAY BRIDGE OVER WAR EAGLE
 FG1313'CREEK.  67 FEET EAST OF CENTERLINE OF ST. HWY. 23.  50 FEET EAST OF
 FG1313'SOUTHEAST END OF CULVERT UNDER HIGHWAY.  15 FEET NORTHEAST OF
 FG1313'CENTERLINE OF DIRT ROAD.  5.6 FEET SOUTH OF NORTH CORNER OF BOULDER.
 FG1313'TABLET SET HORIZONTALLY IN SANDSTONE BOULDER ON OUTSIDE OF HIGHWAY
 FG1313'CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0202 ***********************************************************************
 FG0202  DESIGNATION -  D 51
 FG0202  PID         -  FG0202
 FG0202  STATE/COUNTY-  AR/CLEBURNE
 FG0202  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0202
 FG0202                         *CURRENT SURVEY CONTROL
 FG0202  ___________________________________________________________________
 FG0202* NAD 83(1986)-  35 27 14.     (N)    092 03 53.     (W)     SCALED    
 FG0202* NAVD 88     -       271.659  (meters)     891.27   (feet)  ADJUSTED  
 FG0202  ___________________________________________________________________
 FG0202  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FG0202  DYNAMIC HT  -         271.409 (meters)     890.45  (feet)  COMP
 FG0202  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FG0202
 FG0202  VERT ORDER  -  SECOND    CLASS 0
 FG0202
 FG0202.The horizontal coordinates were scaled from a topographic map and have
 FG0202.an estimated accuracy of +/- 6 seconds.
 FG0202
 FG0202.The orthometric height was determined by differential leveling
 FG0202.and adjusted by the National Geodetic Survey in June 1991..
 FG0202
 FG0202.The geoid height was determined by GEOID03.
 FG0202
 FG0202.The dynamic height is computed by dividing the NAVD 88
 FG0202.geopotential number by the normal gravity value computed on the
 FG0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0202.degrees latitude (g = 980.6199 gals.).
 FG0202
 FG0202.The modeled gravity was interpolated from observed gravity values.
 FG0202
 FG0202;                    North         East    Units  Estimated Accuracy
 FG0202;SPC AR N     -   124,320.      394,130.      MT  (+/- 180 meters Scaled)
 FG0202
 FG0202                          SUPERSEDED SURVEY CONTROL
 FG0202
 FG0202  NGVD 29 (??/??/92)  271.597  (m)          891.06   (f) ADJ UNCH    2 0
 FG0202
 FG0202.Superseded values are not recommended for survey control.
 FG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0202.See file dsdata.txt to determine how the superseded data were derived.
 FG0202
 FG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV848237(NAD 83)
 FG0202_MARKER: DD = SURVEY DISK
 FG0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0202_STAMPING: D 51 1934
 FG0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0202+STABILITY: SURFACE MOTION
 FG0202
 FG0202  HISTORY     - Date     Condition        Report By
 FG0202  HISTORY     - 1934     MONUMENTED       ARGS
 FG0202  HISTORY     - 1962     MARK NOT FOUND   NGS
 FG0202
 FG0202                          STATION DESCRIPTION
 FG0202
 FG0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0202'4.4 MI S FROM HEBER SPRINGS.
 FG0202'4.4 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE MISSOURI AND NORTH
 FG0202'ARKANSAS RAILWAY STATION AT HEBER SPRINGS, 0.1 MILE EAST OF A CURVE AT
 FG0202'THE SUMMIT OF A SMALL HILL, 51.2 FEET SOUTHWEST OF THE CENTER OF THE
 FG0202'JUNCTION WITH A FARM ROAD LEADING SOUTHWEST, 28.5 FEET SOUTH OF THE
 FG0202'CENTERLINE OF THE HIGHWAY, 14.7 FEET NORTHWEST OF THE CENTERLINE OF
 FG0202'THE ROAD, AND 30.4 FEET NORTHWEST OF AN 8-INCH HICKORY TREE. A STATE
 FG0202'SURVEY STANDARD DISK, STAMPED D 51 1934 AND SET IN THE TOP OF A
 FG0202'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1314 ***********************************************************************
 FG1314  DESIGNATION -  D 51 RESET
 FG1314  PID         -  FG1314
 FG1314  STATE/COUNTY-  AR/MADISON
 FG1314  USGS QUAD   -  WITTER (1973)
 FG1314
 FG1314                         *CURRENT SURVEY CONTROL
 FG1314  ___________________________________________________________________
 FG1314* NAD 83(1986)-  35 54 05.     (N)    093 42 02.     (W)     SCALED    
 FG1314* NAVD 88     -       453.01   (meters)    1486.3    (feet)  RESET     
 FG1314  ___________________________________________________________________
 FG1314  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG1314
 FG1314  VERT ORDER  -  THIRD
 FG1314
 FG1314.The horizontal coordinates were scaled from a topographic map and have
 FG1314.an estimated accuracy of +/- 6 seconds.
 FG1314
 FG1314.The orthometric height was computed from unverified reset data.
 FG1314.No vertical observational check was made to the station.
 FG1314
 FG1314.The geoid height was determined by GEOID03.
 FG1314
 FG1314;                    North         East    Units  Estimated Accuracy
 FG1314;SPC AR N     -   175,290.      246,500.      MT  (+/- 180 meters Scaled)
 FG1314
 FG1314                          SUPERSEDED SURVEY CONTROL
 FG1314
 FG1314  NGVD 29 (??/??/??)  452.86   (m)         1485.8    (f) RESET       3  
 FG1314
 FG1314.Superseded values are not recommended for survey control.
 FG1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1314.See file dsdata.txt to determine how the superseded data were derived.
 FG1314
 FG1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV367732(NAD 83)
 FG1314_MARKER: DB = BENCH MARK DISK
 FG1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1314_STAMPING: 1485.68 D 51 RESET 1953
 FG1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1314+STABILITY: SURFACE MOTION
 FG1314
 FG1314  HISTORY     - Date     Condition        Report By
 FG1314  HISTORY     - 1953     MONUMENTED       CGS
 FG1314
 FG1314                          STATION DESCRIPTION
 FG1314
 FG1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FG1314'3.1 MI S FROM WITTER.
 FG1314'3.1 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE SCHOOLHOUSE AT WITTER,
 FG1314'MADISON COUNTY, 250 FEET NORTHEAST OF THE NORTHEAST END OF A BRIDGE
 FG1314'OVER WAR EAGLE CREEK, 40 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FG1314'HIGHWAY, AND 30 FEET SOUTH OF THE INLET END OF A 48-INCH CONCRETE-PIPE
 FG1314'CULVERT UNDER THE HIGHWAY.  A STANDARD DISK, STAMPED 1485.68 D 51
 FG1314'RESET 1953 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0499 ***********************************************************************
 GF0499  DESIGNATION -  D 52
 GF0499  PID         -  GF0499
 GF0499  STATE/COUNTY-  AR/CARROLL
 GF0499  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0499
 GF0499                         *CURRENT SURVEY CONTROL
 GF0499  ___________________________________________________________________
 GF0499* NAD 83(1986)-  36 24 19.     (N)    093 44 13.     (W)     SCALED    
 GF0499* NAVD 88     -       386.199  (meters)    1267.05   (feet)  ADJUSTED  
 GF0499  ___________________________________________________________________
 GF0499  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0499  DYNAMIC HT  -         385.858 (meters)    1265.94  (feet)  COMP
 GF0499  MODELED GRAV-     979,736.6   (mgal)                       NAVD 88
 GF0499
 GF0499  VERT ORDER  -  SECOND    CLASS 0
 GF0499
 GF0499.The horizontal coordinates were scaled from a topographic map and have
 GF0499.an estimated accuracy of +/- 6 seconds.
 GF0499
 GF0499.The orthometric height was determined by differential leveling
 GF0499.and adjusted by the National Geodetic Survey in June 1991..
 GF0499
 GF0499.The geoid height was determined by GEOID03.
 GF0499
 GF0499.The dynamic height is computed by dividing the NAVD 88
 GF0499.geopotential number by the normal gravity value computed on the
 GF0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0499.degrees latitude (g = 980.6199 gals.).
 GF0499
 GF0499.The modeled gravity was interpolated from observed gravity values.
 GF0499
 GF0499;                    North         East    Units  Estimated Accuracy
 GF0499;SPC AR N     -   231,250.      244,200.      MT  (+/- 180 meters Scaled)
 GF0499
 GF0499                          SUPERSEDED SURVEY CONTROL
 GF0499
 GF0499  NGVD 29 (??/??/92)  386.053  (m)         1266.58   (f) ADJ UNCH    2 0
 GF0499
 GF0499.Superseded values are not recommended for survey control.
 GF0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0499.See file dsdata.txt to determine how the superseded data were derived.
 GF0499
 GF0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA339291(NAD 83)
 GF0499_MARKER: DB = BENCH MARK DISK
 GF0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0499_SP_SET: WALL
 GF0499_STAMPING: D 52 1934
 GF0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0499+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 GF0499
 GF0499  HISTORY     - Date     Condition        Report By
 GF0499  HISTORY     - 1934     MONUMENTED       CGS
 GF0499  HISTORY     - 1935     GOOD             NGS
 GF0499  HISTORY     - 1987     GOOD             USPSQD
 GF0499  HISTORY     - 1987     GOOD             USPSQD
 GF0499  HISTORY     - 1988     GOOD             USPSQD
 GF0499  HISTORY     - 1989     GOOD             USPSQD
 GF0499  HISTORY     - 20021228 GOOD             GEOCAC
 GF0499  HISTORY     - 20041005 GOOD             GEOCAC
 GF0499
 GF0499                          STATION DESCRIPTION
 GF0499
 GF0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0499'AT EUREKA SPRINGS.
 GF0499'AT EUREKA SPRINGS, CARROLL COUNTY, AT THE CITY AUDITORIUM, 27
 GF0499'FEET NORTHEAST OF THE WEST CORNER OF THE AUDITORIUM AND GYMNASIUM,
 GF0499'IN THE NORTHWEST STONE WALL, AND 0.7 FOOT BELOW THE BOTTOM EDGE
 GF0499'OF THE CORNERSTONE.  A STANDARD DISK, STAMPED D 52 1934 AND SET
 GF0499'VERTICALLY.
 GF0499
 GF0499                          STATION RECOVERY (1987)
 GF0499
 GF0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0499'RECOVERED IN GOOD CONDITION.
 GF0499
 GF0499                          STATION RECOVERY (1987)
 GF0499
 GF0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0499'RECOVERED IN GOOD CONDITION.
 GF0499
 GF0499                          STATION RECOVERY (1988)
 GF0499
 GF0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0499'RECOVERED IN GOOD CONDITION.
 GF0499
 GF0499                          STATION RECOVERY (1989)
 GF0499
 GF0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GF0499'RECOVERED IN GOOD CONDITION.
 GF0499
 GF0499                          STATION RECOVERY (2002)
 GF0499
 GF0499'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0499'RECOVERED IN GOOD CONDITION.
 GF0499
 GF0499                          STATION RECOVERY (2004)
 GF0499
 GF0499'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 GF0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0204 ***********************************************************************
 FG0204  DESIGNATION -  D 52
 FG0204  PID         -  FG0204
 FG0204  STATE/COUNTY-  AR/CLEBURNE
 FG0204  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0204
 FG0204                         *CURRENT SURVEY CONTROL
 FG0204  ___________________________________________________________________
 FG0204* NAD 83(1986)-  35 27 32.     (N)    092 02 19.     (W)     SCALED    
 FG0204* NAVD 88     -       274.041  (meters)     899.08   (feet)  ADJUSTED  
 FG0204  ___________________________________________________________________
 FG0204  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FG0204  DYNAMIC HT  -         273.788 (meters)     898.25  (feet)  COMP
 FG0204  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 FG0204
 FG0204  VERT ORDER  -  SECOND    CLASS 0
 FG0204
 FG0204.The horizontal coordinates were scaled from a topographic map and have
 FG0204.an estimated accuracy of +/- 6 seconds.
 FG0204
 FG0204.The orthometric height was determined by differential leveling
 FG0204.and adjusted by the National Geodetic Survey in June 1991..
 FG0204
 FG0204.The geoid height was determined by GEOID03.
 FG0204
 FG0204.The dynamic height is computed by dividing the NAVD 88
 FG0204.geopotential number by the normal gravity value computed on the
 FG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0204.degrees latitude (g = 980.6199 gals.).
 FG0204
 FG0204.The modeled gravity was interpolated from observed gravity values.
 FG0204
 FG0204;                    North         East    Units  Estimated Accuracy
 FG0204;SPC AR N     -   124,870.      396,500.      MT  (+/- 180 meters Scaled)
 FG0204
 FG0204                          SUPERSEDED SURVEY CONTROL
 FG0204
 FG0204  NGVD 29 (??/??/92)  273.974  (m)          898.86   (f) ADJ UNCH    2 0
 FG0204
 FG0204.Superseded values are not recommended for survey control.
 FG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0204.See file dsdata.txt to determine how the superseded data were derived.
 FG0204
 FG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV872243(NAD 83)
 FG0204_MARKER: DD = SURVEY DISK
 FG0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0204_STAMPING: D 52 1934
 FG0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0204+STABILITY: SURFACE MOTION
 FG0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0204+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 FG0204
 FG0204  HISTORY     - Date     Condition        Report By
 FG0204  HISTORY     - 1934     MONUMENTED       ARGS
 FG0204  HISTORY     - 1962     GOOD             NGS
 FG0204  HISTORY     - 20030730 GOOD             USACE
 FG0204
 FG0204                          STATION DESCRIPTION
 FG0204
 FG0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0204'2.45 MI SWE FROM HEBER SPRINGS.
 FG0204'2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE RAILROAD STATION
 FG0204'AT HEBER SPRINGS, 44.0 FEET WEST OF THE CENTER OF A PRIVATE DRIVE,
 FG0204'30.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.2 FEET EAST OF A
 FG0204'FENCE CORNER, ABOUT 2.5 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 FG0204'TOP OF A SQUARE CONCRETE POST PROJECTING 0.9 FOOT ABOVE GROUND
 FG0204'SURFACE.
 FG0204
 FG0204                          STATION RECOVERY (2003)
 FG0204
 FG0204'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FG0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1343 ***********************************************************************
 FG1343  DESIGNATION -  D 53
 FG1343  PID         -  FG1343
 FG1343  STATE/COUNTY-  AR/MADISON
 FG1343  USGS QUAD   -  BOSTON (1973)
 FG1343
 FG1343                         *CURRENT SURVEY CONTROL
 FG1343  ___________________________________________________________________
 FG1343* NAD 83(1986)-  35 51 56.     (N)    093 31 52.     (W)     SCALED    
 FG1343* NAVD 88     -       645.560  (meters)    2117.97   (feet)  ADJUSTED  
 FG1343  ___________________________________________________________________
 FG1343  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG1343  DYNAMIC HT  -         644.934 (meters)    2115.92  (feet)  COMP
 FG1343  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 FG1343
 FG1343  VERT ORDER  -  SECOND    CLASS 0
 FG1343
 FG1343.The horizontal coordinates were scaled from a topographic map and have
 FG1343.an estimated accuracy of +/- 6 seconds.
 FG1343
 FG1343.The orthometric height was determined by differential leveling
 FG1343.and adjusted by the National Geodetic Survey in June 1991..
 FG1343
 FG1343.The geoid height was determined by GEOID03.
 FG1343
 FG1343.The dynamic height is computed by dividing the NAVD 88
 FG1343.geopotential number by the normal gravity value computed on the
 FG1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1343.degrees latitude (g = 980.6199 gals.).
 FG1343
 FG1343.The modeled gravity was interpolated from observed gravity values.
 FG1343
 FG1343;                    North         East    Units  Estimated Accuracy
 FG1343;SPC AR N     -   171,060.      261,730.      MT  (+/- 180 meters Scaled)
 FG1343
 FG1343                          SUPERSEDED SURVEY CONTROL
 FG1343
 FG1343  NGVD 29 (??/??/92)  645.466  (m)         2117.67   (f) ADJ UNCH    2 0
 FG1343
 FG1343.Superseded values are not recommended for survey control.
 FG1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1343.See file dsdata.txt to determine how the superseded data were derived.
 FG1343
 FG1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV520691(NAD 83)
 FG1343_MARKER: DB = BENCH MARK DISK
 FG1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1343_STAMPING: D 53 1934
 FG1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1343+STABILITY: SURFACE MOTION
 FG1343
 FG1343  HISTORY     - Date     Condition        Report By
 FG1343  HISTORY     - 1934     MONUMENTED       CGS
 FG1343  HISTORY     - 1935     GOOD             NGS
 FG1343  HISTORY     - 1963     GOOD             NGS
 FG1343
 FG1343                          STATION DESCRIPTION
 FG1343
 FG1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1343'IN REDSTAR.
 FG1343'AT REDSTAR, 150 FEET SOUTHWEST OF THE POST OFFICE, 100 FEET EAST OF
 FG1343'THE NORTHEAST CORNER OF THE COMBS STORE, 130 FEET NORTHEAST OF THE
 FG1343'CENTERLINE OF STATE HIGHWAY 16, AND 3.5 FEET SOUTHEAST OF THE WEST
 FG1343'CORNER OF A FENCE.  A STANDARD DISK, STAMPED D 53 1934 AND SET IN THE
 FG1343'TOP OF A CONCRETE POST.
 FG1343
 FG1343                          STATION RECOVERY (1963)
 FG1343
 FG1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FG1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0206 ***********************************************************************
 FG0206  DESIGNATION -  D 53
 FG0206  PID         -  FG0206
 FG0206  STATE/COUNTY-  AR/CLEBURNE
 FG0206  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0206
 FG0206                         *CURRENT SURVEY CONTROL
 FG0206  ___________________________________________________________________
 FG0206* NAD 83(1986)-  35 28 26.     (N)    092 01 52.     (W)     SCALED    
 FG0206* NAVD 88     -       145.085  (meters)     476.00   (feet)  ADJUSTED  
 FG0206  ___________________________________________________________________
 FG0206  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FG0206  DYNAMIC HT  -         144.952 (meters)     475.56  (feet)  COMP
 FG0206  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 FG0206
 FG0206  VERT ORDER  -  SECOND    CLASS 0
 FG0206
 FG0206.The horizontal coordinates were scaled from a topographic map and have
 FG0206.an estimated accuracy of +/- 6 seconds.
 FG0206
 FG0206.The orthometric height was determined by differential leveling
 FG0206.and adjusted by the National Geodetic Survey in June 1991..
 FG0206
 FG0206.The geoid height was determined by GEOID03.
 FG0206
 FG0206.The dynamic height is computed by dividing the NAVD 88
 FG0206.geopotential number by the normal gravity value computed on the
 FG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0206.degrees latitude (g = 980.6199 gals.).
 FG0206
 FG0206.The modeled gravity was interpolated from observed gravity values.
 FG0206
 FG0206;                    North         East    Units  Estimated Accuracy
 FG0206;SPC AR N     -   126,540.      397,180.      MT  (+/- 180 meters Scaled)
 FG0206
 FG0206                          SUPERSEDED SURVEY CONTROL
 FG0206
 FG0206  NGVD 29 (??/??/92)  145.012  (m)          475.76   (f) ADJ UNCH    2 0
 FG0206
 FG0206.Superseded values are not recommended for survey control.
 FG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0206.See file dsdata.txt to determine how the superseded data were derived.
 FG0206
 FG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV879260(NAD 83)
 FG0206_MARKER: DB = BENCH MARK DISK
 FG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0206_STAMPING: D 53 1934
 FG0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0206+STABILITY: SURFACE MOTION
 FG0206
 FG0206  HISTORY     - Date     Condition        Report By
 FG0206  HISTORY     - 1934     MONUMENTED       CGS
 FG0206  HISTORY     - 1954     MARK NOT FOUND   NGS
 FG0206  HISTORY     - 1963     MARK NOT FOUND   NGS
 FG0206
 FG0206                          STATION DESCRIPTION
 FG0206
 FG0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FG0206'0.7 MI S FROM HEBER SPRINGS.
 FG0206'0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE MISSOURI AND NORTH
 FG0206'ARKANSAS RAILWAY STATION AT HEBER SPRINGS, ON THE SLOPE OF A HILL,
 FG0206'75.1 FEET NORTH WEST OF THE WEST END OF THE NORTH HEADWALL OF A
 FG0206'CONCRETE CULVERT, 32.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FG0206'AND 4.7 FEET WEST OF A SMALL PINE TREE.  A STATE SURVEY STANDARD DISK,
 FG0206'STAMPED D 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FG0206
 FG0206                          STATION RECOVERY (1963)
 FG0206
 FG0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FG0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1212 ***********************************************************************
 EH1212  DESIGNATION -  D 55 RESET
 EH1212  PID         -  EH1212
 EH1212  STATE/COUNTY-  AR/MONROE
 EH1212  USGS QUAD   -  CLARENDON (1968)
 EH1212
 EH1212                         *CURRENT SURVEY CONTROL
 EH1212  ___________________________________________________________________
 EH1212* NAD 83(1986)-  34 41 31.     (N)    091 18 16.     (W)     SCALED    
 EH1212* NAVD 88     -        53.88   (meters)     176.8    (feet)  RESET     
 EH1212  ___________________________________________________________________
 EH1212  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1212
 EH1212  VERT ORDER  -  THIRD
 EH1212
 EH1212.The horizontal coordinates were scaled from a topographic map and have
 EH1212.an estimated accuracy of +/- 6 seconds.
 EH1212
 EH1212.The orthometric height was computed from unverified reset data.
 EH1212.No vertical observational check was made to the station.
 EH1212
 EH1212.The geoid height was determined by GEOID03.
 EH1212
 EH1212;                    North         East    Units  Estimated Accuracy
 EH1212;SPC AR S     -   624,850.      463,730.      MT  (+/- 180 meters Scaled)
 EH1212
 EH1212                          SUPERSEDED SURVEY CONTROL
 EH1212
 EH1212  NGVD 29 (??/??/??)   53.90   (m)          176.8    (f) RESET       3  
 EH1212
 EH1212.Superseded values are not recommended for survey control.
 EH1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1212.See file dsdata.txt to determine how the superseded data were derived.
 EH1212
 EH1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU553401(NAD 83)
 EH1212_MARKER: DB = BENCH MARK DISK
 EH1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1212_STAMPING: D 55 RESET 1971
 EH1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1212+STABILITY: SURFACE MOTION
 EH1212
 EH1212  HISTORY     - Date     Condition        Report By
 EH1212  HISTORY     - 1971     MONUMENTED       NGS
 EH1212
 EH1212                          STATION DESCRIPTION
 EH1212
 EH1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EH1212'IN CLARENDON.
 EH1212'ABOUT 0.45 OF A MILE EAST ALONG MADISON STREET FROM THE POST OFFICE IN
 EH1212'CLARENDON AT THE ST. LOUIS AND SOUTHWESTERN RAILROAD CROSSING, AND IN
 EH1212'THE SOUTHEAST ANGLE OF THE INTERSECTION OF MADISON STREET AND NINTH
 EH1212'STREET ALONG THE EAST RIGHT-OF-WAY OF THE RAILROAD, 109 FEET SOUTH AND
 EH1212'ACROSS U. S. HIGHWAY 79 FROM MILEPOST 214, 53 FEET WEST OF THE
 EH1212'NORTHWEST CORNER OF A METAL BUILDING OF THE THERMOGAS GAS CO., 45 FEET
 EH1212'SOUTH OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 79 (MONROE STREET),
 EH1212'28 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 18 FEET EAST OF A BLOCK
 EH1212'SIGNAL, 7 FEET SOUTH OF TELEGRAPH POLE LSU, 1.0 FOOT NORTH OF A METAL
 EH1212'WITNESS POST AND SIGN, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 EH1212'TRACK.  A STANDARD C AND GS BENCH MARK DISK SET IN THE TOP OF AN
 EH1212'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED D 55
 EH1212'RESET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0827 ***********************************************************************
 EH0827  DESIGNATION -  D 56
 EH0827  PID         -  EH0827
 EH0827  STATE/COUNTY-  AR/PHILLIPS
 EH0827  USGS QUAD   -  LEXA (1991)
 EH0827
 EH0827                         *CURRENT SURVEY CONTROL
 EH0827  ___________________________________________________________________
 EH0827* NAD 83(1986)-  34 33 10.     (N)    090 49 47.     (W)     SCALED    
 EH0827* NAVD 88     -        59.537  (meters)     195.33   (feet)  ADJUSTED  
 EH0827  ___________________________________________________________________
 EH0827  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH0827  DYNAMIC HT  -          59.480 (meters)     195.14  (feet)  COMP
 EH0827  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EH0827
 EH0827  VERT ORDER  -  FIRST     CLASS II
 EH0827
 EH0827.The horizontal coordinates were scaled from a topographic map and have
 EH0827.an estimated accuracy of +/- 6 seconds.
 EH0827
 EH0827.The orthometric height was determined by differential leveling
 EH0827.and adjusted by the National Geodetic Survey in June 1991..
 EH0827.WARNING-Repeat measurements at this control monument indicate possible
 EH0827.vertical movement.
 EH0827
 EH0827.The geoid height was determined by GEOID03.
 EH0827
 EH0827.The dynamic height is computed by dividing the NAVD 88
 EH0827.geopotential number by the normal gravity value computed on the
 EH0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0827.degrees latitude (g = 980.6199 gals.).
 EH0827
 EH0827.The modeled gravity was interpolated from observed gravity values.
 EH0827
 EH0827;                    North         East    Units  Estimated Accuracy
 EH0827;SPC AR S     -   609,810.      507,400.      MT  (+/- 180 meters Scaled)
 EH0827
 EH0827                          SUPERSEDED SURVEY CONTROL
 EH0827
 EH0827  NGVD 29 (??/??/??)   59.574  (m)          195.45   (f) ADJUSTED    1 2
 EH0827
 EH0827.Superseded values are not recommended for survey control.
 EH0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0827.See file dsdata.txt to determine how the superseded data were derived.
 EH0827
 EH0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU991255(NAD 83)
 EH0827_MARKER: DB = BENCH MARK DISK
 EH0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0827_STAMPING: D 56 1935
 EH0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0827+STABILITY: SURFACE MOTION
 EH0827
 EH0827  HISTORY     - Date     Condition        Report By
 EH0827  HISTORY     - 1935     MONUMENTED       CGS
 EH0827  HISTORY     - 1956     GOOD             CGS
 EH0827  HISTORY     - 1976     GOOD             NGS
 EH0827  HISTORY     - 20030401 MARK NOT FOUND   USACE
 EH0827
 EH0827                          STATION DESCRIPTION
 EH0827
 EH0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0827'3.65 MI W FROM BARTON.
 EH0827'ABOUT 3.65 7ILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0827'CROSSING OF STATE HIGHWAY 85 AT BARTON, ABOUT 0.2 MILE WEST OF MILE
 EH0827'POLE 333, 35 FEET NORTH OF NORTH RAIL, 50 FEET NORTHEAST OF CENTER OF
 EH0827'CROSSING OF A NORTH-SOUTH DIRT ROAD, 20 FEET EAST OF CENTER LINE OF
 EH0827'ROAD, 5 FEET NORTH OF TELEPHONE POLE 663, 60 FEET NORTH AND ACROSS
 EH0827'TRACK FROM TELEPHONE POLE NO. 333/05, 1 1/2 FEET NORTH OF A WHITE
 EH0827'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 EH0827'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.  NOTE-- MARK IS 2
 EH0827'FEET NORTH OF A WITNESS POST.
 EH0827
 EH0827                          STATION RECOVERY (1976)
 EH0827
 EH0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0827'RECOVERED IN GOOD CONDITION.
 EH0827
 EH0827                          STATION RECOVERY (2003)
 EH0827
 EH0827'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1363 ***********************************************************************
 EH1363  DESIGNATION -  D 57
 EH1363  PID         -  EH1363
 EH1363  STATE/COUNTY-  AR/ARKANSAS
 EH1363  USGS QUAD   -  ALMYRA (1968)
 EH1363
 EH1363                         *CURRENT SURVEY CONTROL
 EH1363  ___________________________________________________________________
 EH1363* NAD 83(1986)-  34 26 08.     (N)    091 26 48.     (W)     SCALED    
 EH1363* NAVD 88     -        62.174  (meters)     203.98   (feet)  ADJUSTED  
 EH1363  ___________________________________________________________________
 EH1363  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1363  DYNAMIC HT  -          62.114 (meters)     203.79  (feet)  COMP
 EH1363  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 EH1363
 EH1363  VERT ORDER  -  FIRST     CLASS II
 EH1363
 EH1363.The horizontal coordinates were scaled from a topographic map and have
 EH1363.an estimated accuracy of +/- 6 seconds.
 EH1363
 EH1363.The orthometric height was determined by differential leveling
 EH1363.and adjusted by the National Geodetic Survey in August 1993..
 EH1363.WARNING-Repeat measurements at this control monument indicate possible
 EH1363.vertical movement.
 EH1363
 EH1363.The geoid height was determined by GEOID03.
 EH1363
 EH1363.The dynamic height is computed by dividing the NAVD 88
 EH1363.geopotential number by the normal gravity value computed on the
 EH1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1363.degrees latitude (g = 980.6199 gals.).
 EH1363
 EH1363.The modeled gravity was interpolated from observed gravity values.
 EH1363
 EH1363;                    North         East    Units  Estimated Accuracy
 EH1363;SPC AR S     -   596,330.      450,850.      MT  (+/- 180 meters Scaled)
 EH1363
 EH1363                          SUPERSEDED SURVEY CONTROL
 EH1363
 EH1363  NAVD 88 (06/15/91)   62.220  (m)          204.13   (f) UNKNOWN     1 2
 EH1363  NGVD 29 (??/??/??)   62.226  (m)          204.15   (f) ADJUSTED    1 2
 EH1363
 EH1363.Superseded values are not recommended for survey control.
 EH1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1363.See file dsdata.txt to determine how the superseded data were derived.
 EH1363
 EH1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU427115(NAD 83)
 EH1363_MARKER: DB = BENCH MARK DISK
 EH1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1363_STAMPING: D-57 1935
 EH1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1363+STABILITY: SURFACE MOTION
 EH1363
 EH1363  HISTORY     - Date     Condition        Report By
 EH1363  HISTORY     - 1935     MONUMENTED       CGS
 EH1363  HISTORY     - 1954     GOOD             CGS
 EH1363  HISTORY     - 20030415 MARK NOT FOUND   USACE
 EH1363
 EH1363                          STATION DESCRIPTION
 EH1363
 EH1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1363'3.3 MI NW FROM ALMYRA.
 EH1363'3.3 MILES NORTHWEST, ALONG ST. L. AND SW. RY. FROM STATION.  ABOUT
 EH1363'1200 FEET NORTHWEST OF NORTH-SOUTH DIRT ROAD CROSSING.  350 FEET
 EH1363'SOUTHEAST OF M.P. 241-10.  ABOUT 225 FEET SOUTHEAST OF WOODEN RAILWAY
 EH1363'TRESTLE NO. 4 OVER DRAINAGE DITCH.  38.4 FEET SOUTHWEST OF CENTERLINE
 EH1363'OF ST. LOUIS SOUTHWESTERN RY.  5.2 FEET SOUTHEAST OF TELEGRAPH POLE.
 EH1363'TABLET SET IN PRECAST CONCRETE POST.
 EH1363
 EH1363                          STATION RECOVERY (1954)
 EH1363
 EH1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1363'RECOVERED IN GOOD CONDITION.
 EH1363
 EH1363                          STATION RECOVERY (2003)
 EH1363
 EH1363'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1309 ***********************************************************************
 EJ1309  DESIGNATION -  D 59
 EJ1309  PID         -  EJ1309
 EJ1309  STATE/COUNTY-  AR/GARLAND
 EJ1309  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1309
 EJ1309                         *CURRENT SURVEY CONTROL
 EJ1309  ___________________________________________________________________
 EJ1309* NAD 83(1986)-  34 26 33.     (N)    093 12 08.     (W)     SCALED    
 EJ1309* NAVD 88     -       171.691  (meters)     563.29   (feet)  ADJUSTED  
 EJ1309  ___________________________________________________________________
 EJ1309  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EJ1309  DYNAMIC HT  -         171.520 (meters)     562.73  (feet)  COMP
 EJ1309  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 EJ1309
 EJ1309  VERT ORDER  -  SECOND    CLASS 0
 EJ1309
 EJ1309.The horizontal coordinates were scaled from a topographic map and have
 EJ1309.an estimated accuracy of +/- 6 seconds.
 EJ1309
 EJ1309.The orthometric height was determined by differential leveling
 EJ1309.and adjusted by the National Geodetic Survey in June 1991..
 EJ1309
 EJ1309.The geoid height was determined by GEOID03.
 EJ1309
 EJ1309.The dynamic height is computed by dividing the NAVD 88
 EJ1309.geopotential number by the normal gravity value computed on the
 EJ1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1309.degrees latitude (g = 980.6199 gals.).
 EJ1309
 EJ1309.The modeled gravity was interpolated from observed gravity values.
 EJ1309
 EJ1309;                    North         East    Units  Estimated Accuracy
 EJ1309;SPC AR S     -   597,610.      289,520.      MT  (+/- 180 meters Scaled)
 EJ1309
 EJ1309                          SUPERSEDED SURVEY CONTROL
 EJ1309
 EJ1309  NGVD 29 (??/??/92)  171.676  (m)          563.24   (f) ADJ UNCH    2 0
 EJ1309
 EJ1309.Superseded values are not recommended for survey control.
 EJ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1309.See file dsdata.txt to determine how the superseded data were derived.
 EJ1309
 EJ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU814112(NAD 83)
 EJ1309_MARKER: DB = BENCH MARK DISK
 EJ1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1309_STAMPING: D-59 1934
 EJ1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1309+STABILITY: SURFACE MOTION
 EJ1309
 EJ1309  HISTORY     - Date     Condition        Report By
 EJ1309  HISTORY     - 1934     MONUMENTED       CGS
 EJ1309  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ1309  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1309
 EJ1309                          STATION DESCRIPTION
 EJ1309
 EJ1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1309'5.4 MI NE FROM PEARCY.
 EJ1309'5.4 MILES NORTHEAST OF, ALONG U.S.HWY 70, FROM POST OFFICE.  AT ROAD
 EJ1309'FORK.  59.3 FEET NORTH OF CENTERLINE OF U.S.HWY.70.  37 FEET SOUTH OF
 EJ1309'CENTERLINE OF ROAD TO CRYSTAL SPRINGS AND HEMP WALLACE.  22.7 FEET
 EJ1309'NORTH OF SOUTHEAST FENCE CORNER.  2 FEET EAST OF FENCE.  TABLET SET IN
 EJ1309'PRECAST CONCRETE POST.  NOTE-- MARK IS UNDER A BUILDING, NOT
 EJ1309'ACCESSIBLE.
 EJ1309
 EJ1309                          STATION RECOVERY (1965)
 EJ1309
 EJ1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EJ1309'MARK NOT FOUND.
 EJ1309
 EJ1309                          STATION RECOVERY (1998)
 EJ1309
 EJ1309'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0318 ***********************************************************************
 GF0318  DESIGNATION -  D 6
 GF0318  PID         -  GF0318
 GF0318  STATE/COUNTY-  AR/BOONE
 GF0318  USGS QUAD   -  GAITHER (1967)
 GF0318
 GF0318                         *CURRENT SURVEY CONTROL
 GF0318  ___________________________________________________________________
 GF0318* NAD 83(1986)-  36 14 50.     (N)    093 09 07.     (W)     SCALED    
 GF0318* NAVD 88     -       375.706  (meters)    1232.63   (feet)  ADJUSTED  
 GF0318  ___________________________________________________________________
 GF0318  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GF0318  DYNAMIC HT  -         375.370 (meters)    1231.53  (feet)  COMP
 GF0318  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GF0318
 GF0318  VERT ORDER  -  FIRST     CLASS II
 GF0318
 GF0318.The horizontal coordinates were scaled from a topographic map and have
 GF0318.an estimated accuracy of +/- 6 seconds.
 GF0318
 GF0318.The orthometric height was determined by differential leveling
 GF0318.and adjusted by the National Geodetic Survey in June 1991..
 GF0318
 GF0318.The geoid height was determined by GEOID03.
 GF0318
 GF0318.The dynamic height is computed by dividing the NAVD 88
 GF0318.geopotential number by the normal gravity value computed on the
 GF0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0318.degrees latitude (g = 980.6199 gals.).
 GF0318
 GF0318.The modeled gravity was interpolated from observed gravity values.
 GF0318
 GF0318;                    North         East    Units  Estimated Accuracy
 GF0318;SPC AR N     -   212,940.      296,460.      MT  (+/- 180 meters Scaled)
 GF0318
 GF0318                          SUPERSEDED SURVEY CONTROL
 GF0318
 GF0318  NGVD 29 (??/??/92)  375.572  (m)         1232.19   (f) ADJ UNCH    1 2
 GF0318
 GF0318.Superseded values are not recommended for survey control.
 GF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0318.See file dsdata.txt to determine how the superseded data were derived.
 GF0318
 GF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA863113(NAD 83)
 GF0318_MARKER: DB = BENCH MARK DISK
 GF0318_SETTING: 0 = UNSPECIFIED SETTING
 GF0318_STAMPING: D 6 1930
 GF0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0318
 GF0318  HISTORY     - Date     Condition        Report By
 GF0318  HISTORY     - 1930     MONUMENTED       CGS
 GF0318  HISTORY     - 1965     GOOD             NGS
 GF0318
 GF0318                          STATION DESCRIPTION
 GF0318
 GF0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GF0318'3.6 MI W FROM HARRISON.
 GF0318'TO REACH FROM THE NE CORNER OF THE COURTHOUSE SQUARE IN HARRISON
 GF0318'(POST OFFICE), GO N ON U.S. HIGHWAY 62 AND 65 FOR 2.1 MI. TO GRAVEL
 GF0318'ROAD CROSSING NEAR TOP OF HILL, TURN LEFT AND GO WEST FOR 0.6
 GF0318'MI. TO T INTERSECTION (TRACK ROAD CONTINUES WEST), TURN RIGHT AND
 GF0318'FOLLOW MAIN GRAVEL ROAD NORTH AND WEST FOR 0.4 MI. TO T ROAD
 GF0318'LEFT, TURN LEFT AND GO WEST FOR 0.7 MI. TO T ROAD LEFT, TURN
 GF0318'LEFT AND GO SOUTH FOR 0.9 MI. ON THE MAIN GRAVEL ROAD TO ABANDONED
 GF0318'RAILROAD BED AND MARK ON LEFT, EAST AS PREVIOUSLY DESCRIBED.
 GF0318'THERE ARE 3 PIECES RAILROAD RAIL ABOUT 2 - 1/2 FT. HIGH PLACED
 GF0318'VERTICALLY AROUND THE MARK.  A STANDARD DISK STAMPED D 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1363 ***********************************************************************
 EJ1363  DESIGNATION -  D 60
 EJ1363  PID         -  EJ1363
 EJ1363  STATE/COUNTY-  AR/HOWARD
 EJ1363  USGS QUAD   -  NEWHOPE (1969)
 EJ1363
 EJ1363                         *CURRENT SURVEY CONTROL
 EJ1363  ___________________________________________________________________
 EJ1363* NAD 83(1986)-  34 11 17.     (N)    093 58 01.     (W)     SCALED    
 EJ1363* NAVD 88     -       240.458  (meters)     788.90   (feet)  ADJUSTED  
 EJ1363  ___________________________________________________________________
 EJ1363  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EJ1363  DYNAMIC HT  -         240.211 (meters)     788.09  (feet)  COMP
 EJ1363  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 EJ1363
 EJ1363  VERT ORDER  -  SECOND    CLASS 0
 EJ1363
 EJ1363.The horizontal coordinates were scaled from a topographic map and have
 EJ1363.an estimated accuracy of +/- 6 seconds.
 EJ1363
 EJ1363.The orthometric height was determined by differential leveling
 EJ1363.and adjusted by the National Geodetic Survey in June 1991..
 EJ1363
 EJ1363.The geoid height was determined by GEOID03.
 EJ1363
 EJ1363.The dynamic height is computed by dividing the NAVD 88
 EJ1363.geopotential number by the normal gravity value computed on the
 EJ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1363.degrees latitude (g = 980.6199 gals.).
 EJ1363
 EJ1363.The modeled gravity was interpolated from observed gravity values.
 EJ1363
 EJ1363;                    North         East    Units  Estimated Accuracy
 EJ1363;SPC AR S     -   570,480.      218,710.      MT  (+/- 180 meters Scaled)
 EJ1363
 EJ1363                          SUPERSEDED SURVEY CONTROL
 EJ1363
 EJ1363  NGVD 29 (??/??/92)  240.417  (m)          788.77   (f) ADJ UNCH    2 0
 EJ1363
 EJ1363.Superseded values are not recommended for survey control.
 EJ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1363.See file dsdata.txt to determine how the superseded data were derived.
 EJ1363
 EJ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT109834(NAD 83)
 EJ1363_MARKER: DB = BENCH MARK DISK
 EJ1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1363_STAMPING: D-60 1934
 EJ1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1363+STABILITY: SURFACE MOTION
 EJ1363
 EJ1363  HISTORY     - Date     Condition        Report By
 EJ1363  HISTORY     - 1934     MONUMENTED       CGS
 EJ1363  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1363
 EJ1363                          STATION DESCRIPTION
 EJ1363
 EJ1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1363'6.3 MI NE FROM DIERKS.
 EJ1363'6.3 MILES NORTHEAST OF, ALONG U.S. HWY. 70 FROM HIGH SCHOOL.  AT
 EJ1363'SUMMIT OF HILL, OUTSIDE OF CURVE.  60 FEET WEST OF A TWO-FOOT OAK
 EJ1363'TREE.  SUPPORTING TELEPHONE WIRE AND SIGN-- U.S.CATTLEE AND HORSE
 EJ1363'QUARANTINE LINE.  90 FEET SOUTH OF WELL WITH NO CURBING.  45 FEET
 EJ1363'SOUTHEAST OF CENTERLINE OF U.S. HWY. 70.  8 FEET NORTHWEST OF
 EJ1363'CENTERLINE OF WAGON ROAD LEADING EAST.  TABLET SET IN PRECAST CONCRETE
 EJ1363'POST.
 EJ1363
 EJ1363                          STATION RECOVERY (1962)
 EJ1363
 EJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2015 ***********************************************************************
 AB2015  DESIGNATION -  D 61 RESET
 AB2015  PID         -  AB2015
 AB2015  STATE/COUNTY-  AR/HEMPSTEAD
 AB2015  USGS QUAD   -  NASHVILLE (1951)
 AB2015
 AB2015                         *CURRENT SURVEY CONTROL
 AB2015  ___________________________________________________________________
 AB2015* NAD 83(1986)-  33 59 07.     (N)    093 47 21.     (W)     SCALED    
 AB2015* NAVD 88     -       132.98   (meters)     436.3    (feet)  RESET     
 AB2015  ___________________________________________________________________
 AB2015  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AB2015
 AB2015  VERT ORDER  -  THIRD
 AB2015
 AB2015.The horizontal coordinates were scaled from a topographic map and have
 AB2015.an estimated accuracy of +/- 6 seconds.
 AB2015
 AB2015.The orthometric height was computed from unverified reset data.
 AB2015
 AB2015.The geoid height was determined by GEOID03.
 AB2015
 AB2015;                    North         East    Units  Estimated Accuracy
 AB2015;SPC AR S     -   547,690.      234,700.      MT  (+/- 180 meters Scaled)
 AB2015
 AB2015                          SUPERSEDED SURVEY CONTROL
 AB2015
 AB2015.No superseded survey control is available for this station.
 AB2015
 AB2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT271608(NAD 83)
 AB2015_MARKER: DD = SURVEY DISK
 AB2015_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB2015_SP_SET: BRIDGE WINGWALL
 AB2015_STAMPING: D 61 RESET 1993
 AB2015_MARK LOGO: ARHD  
 AB2015_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2015
 AB2015  HISTORY     - Date     Condition        Report By
 AB2015  HISTORY     - 1993     MONUMENTED       ARHD
 AB2015  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 AB2015
 AB2015                          STATION DESCRIPTION
 AB2015
 AB2015'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1993 (RW)
 AB2015'4.7 MILES (7.6 KM) NORTHEAST OF NASHVILLE, 4.7 MILES (7.6 KM)
 AB2015'NORTHEAST ALONG THE STATE HIGHWAY 27 FROM COURTHOUSE IN NASHVILLE, AT
 AB2015'THE BRIDGE OVER OZAN CREEK, IN TOP OF WING POST IN NEW BRIDGE 6418.
 AB2015
 AB2015                          STATION RECOVERY (2004)
 AB2015
 AB2015'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 AB2015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1089 ***********************************************************************
 DL1089  DESIGNATION -  D 62
 DL1089  PID         -  DL1089
 DL1089  STATE/COUNTY-  AR/HOWARD
 DL1089  USGS QUAD   -  MINERAL SPRINGS NORTH (1976)
 DL1089
 DL1089                         *CURRENT SURVEY CONTROL
 DL1089  ___________________________________________________________________
 DL1089* NAD 83(1986)-  33 54 41.     (N)    093 53 15.     (W)     SCALED    
 DL1089* NAVD 88     -       105.148  (meters)     344.97   (feet)  ADJUSTED  
 DL1089  ___________________________________________________________________
 DL1089  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DL1089  DYNAMIC HT  -         105.041 (meters)     344.62  (feet)  COMP
 DL1089  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 DL1089
 DL1089  VERT ORDER  -  SECOND    CLASS 0
 DL1089
 DL1089.The horizontal coordinates were scaled from a topographic map and have
 DL1089.an estimated accuracy of +/- 6 seconds.
 DL1089
 DL1089.The orthometric height was determined by differential leveling
 DL1089.and adjusted by the National Geodetic Survey in June 1991..
 DL1089
 DL1089.The geoid height was determined by GEOID03.
 DL1089
 DL1089.The dynamic height is computed by dividing the NAVD 88
 DL1089.geopotential number by the normal gravity value computed on the
 DL1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1089.degrees latitude (g = 980.6199 gals.).
 DL1089
 DL1089.The modeled gravity was interpolated from observed gravity values.
 DL1089
 DL1089;                    North         East    Units  Estimated Accuracy
 DL1089;SPC AR S     -   539,660.      225,470.      MT  (+/- 180 meters Scaled)
 DL1089
 DL1089                          SUPERSEDED SURVEY CONTROL
 DL1089
 DL1089  NGVD 29 (??/??/92)  105.16   (m)          345.0    (f) COMPUTED    2 0
 DL1089
 DL1089.Superseded values are not recommended for survey control.
 DL1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1089.See file dsdata.txt to determine how the superseded data were derived.
 DL1089
 DL1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT179526(NAD 83)
 DL1089_MARKER: DB = BENCH MARK DISK
 DL1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1089_STAMPING: D 62 1934
 DL1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1089+STABILITY: SURFACE MOTION
 DL1089
 DL1089  HISTORY     - Date     Condition        Report By
 DL1089  HISTORY     - 1934     MONUMENTED       CGS
 DL1089  HISTORY     - 1962     GOOD             NGS
 DL1089
 DL1089                          STATION DESCRIPTION
 DL1089
 DL1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1089'3.2 MI SW FROM NASHVILLE.
 DL1089'3.2 MILES SOUTHWEST ALONG THE GRAYSONIA, NASHVILLE AND ASHDOWN
 DL1089'RAILROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT NASHVILLE,
 DL1089'HOWARD COUNTY, 500 FEET SOUTHEAST OF THE HUGH MOON FARMHOUSE, AT THE
 DL1089'EAST CORNER OF THE J.T. DENNIS FIELD, 54 FEET SOUTHWEST OF THE
 DL1089'SOUTHWEST END OF A SMALL CUT, 22.7 FEET SOUTHWEST OF THE CENTER OF THE
 DL1089'CROSSING OF THE DENNIS ROAD, 27.3 FEET NORTHWEST OF THE CENTERLINE OF
 DL1089'THE TRACK, 14.4 FEET SOUTHEAST OF THE CENTERLINE OF A GATEWAY, 7.6
 DL1089'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 2.3 FEET SOUTHWEST OF
 DL1089'THE CROSS FENCE.  A STANDARD DISK, STAMPED D 62 1934 AND SET IN THE
 DL1089'TOP OF A CONCRETE POST.  NOTE-- THE MARK IS ABOUT 18 FEET SOUTHEAST OF
 DL1089'A 16-INCH TRIANGLE-BLAZED TREE AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0861 ***********************************************************************
 DL0861  DESIGNATION -  D 63
 DL0861  PID         -  DL0861
 DL0861  STATE/COUNTY-  AR/HEMPSTEAD
 DL0861  USGS QUAD   -  OLD TOWN (1978)
 DL0861
 DL0861                         *CURRENT SURVEY CONTROL
 DL0861  ___________________________________________________________________
 DL0861* NAD 83(1986)-  33 28 56.     (N)    093 33 37.     (W)     SCALED    
 DL0861* NAVD 88     -        85.115  (meters)     279.25   (feet)  ADJUSTED  
 DL0861  ___________________________________________________________________
 DL0861  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL0861  DYNAMIC HT  -          85.025 (meters)     278.95  (feet)  COMP
 DL0861  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DL0861
 DL0861  VERT ORDER  -  SECOND    CLASS 0
 DL0861
 DL0861.The horizontal coordinates were scaled from a topographic map and have
 DL0861.an estimated accuracy of +/- 6 seconds.
 DL0861
 DL0861.The orthometric height was determined by differential leveling
 DL0861.and adjusted by the National Geodetic Survey in June 1991..
 DL0861
 DL0861.The geoid height was determined by GEOID03.
 DL0861
 DL0861.The dynamic height is computed by dividing the NAVD 88
 DL0861.geopotential number by the normal gravity value computed on the
 DL0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0861.degrees latitude (g = 980.6199 gals.).
 DL0861
 DL0861.The modeled gravity was interpolated from observed gravity values.
 DL0861
 DL0861;                    North         East    Units  Estimated Accuracy
 DL0861;SPC AR S     -   491,560.      255,000.      MT  (+/- 180 meters Scaled)
 DL0861
 DL0861                          SUPERSEDED SURVEY CONTROL
 DL0861
 DL0861  NGVD 29 (??/??/92)   85.142  (m)          279.34   (f) ADJ UNCH    2 0
 DL0861
 DL0861.Superseded values are not recommended for survey control.
 DL0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0861.See file dsdata.txt to determine how the superseded data were derived.
 DL0861
 DL0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT479048(NAD 83)
 DL0861_MARKER: DB = BENCH MARK DISK
 DL0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0861_SP_SET: CULVERT
 DL0861_STAMPING: D 63 1935
 DL0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0861
 DL0861  HISTORY     - Date     Condition        Report By
 DL0861  HISTORY     - 1935     MONUMENTED       CGS
 DL0861  HISTORY     - 1963     GOOD             NGS
 DL0861
 DL0861                          STATION DESCRIPTION
 DL0861
 DL0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0861'2.0 MI S FROM PATMOS.
 DL0861'2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0861'STATION AT PATMOS, HEMPSTEAD COUNTY, 7 POLES SOUTH OF MILEPOST 13, AT
 DL0861'A CONCRETE-BOX CULVERT, AND IN THE SOUTH END OF THE WEST HEADWALL.  A
 DL0861'STANDARD DISK, STAMPED D 63 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0984 ***********************************************************************
 DL0984  DESIGNATION -  D 64
 DL0984  PID         -  DL0984
 DL0984  STATE/COUNTY-  AR/HEMPSTEAD
 DL0984  USGS QUAD   -  SHEPPARD (1978)
 DL0984
 DL0984                         *CURRENT SURVEY CONTROL
 DL0984  ___________________________________________________________________
 DL0984* NAD 83(1986)-  33 39 36.     (N)    093 37 42.     (W)     SCALED    
 DL0984* NAVD 88     -        93.873  (meters)     307.98   (feet)  ADJUSTED  
 DL0984  ___________________________________________________________________
 DL0984  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DL0984  DYNAMIC HT  -          93.774 (meters)     307.66  (feet)  COMP
 DL0984  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 DL0984
 DL0984  VERT ORDER  -  SECOND    CLASS 0
 DL0984
 DL0984.The horizontal coordinates were scaled from a topographic map and have
 DL0984.an estimated accuracy of +/- 6 seconds.
 DL0984
 DL0984.The orthometric height was determined by differential leveling
 DL0984.and adjusted by the National Geodetic Survey in June 1991..
 DL0984
 DL0984.The geoid height was determined by GEOID03.
 DL0984
 DL0984.The dynamic height is computed by dividing the NAVD 88
 DL0984.geopotential number by the normal gravity value computed on the
 DL0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0984.degrees latitude (g = 980.6199 gals.).
 DL0984
 DL0984.The modeled gravity was interpolated from observed gravity values.
 DL0984
 DL0984;                    North         East    Units  Estimated Accuracy
 DL0984;SPC AR S     -   511,370.      248,990.      MT  (+/- 180 meters Scaled)
 DL0984
 DL0984                          SUPERSEDED SURVEY CONTROL
 DL0984
 DL0984  NGVD 29 (??/??/92)   93.884  (m)          308.02   (f) ADJ UNCH    2 0
 DL0984
 DL0984.Superseded values are not recommended for survey control.
 DL0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0984.See file dsdata.txt to determine how the superseded data were derived.
 DL0984
 DL0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT417246(NAD 83)
 DL0984_MARKER: DB = BENCH MARK DISK
 DL0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0984_STAMPING: D-64 1935
 DL0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0984+STABILITY: SURFACE MOTION
 DL0984
 DL0984  HISTORY     - Date     Condition        Report By
 DL0984  HISTORY     - 1935     MONUMENTED       CGS
 DL0984  HISTORY     - 1963     GOOD             NGS
 DL0984
 DL0984                          STATION DESCRIPTION
 DL0984
 DL0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0984'2.2 MI SW FROM HOPE.
 DL0984'ABOUT 2.2 MILE SOUTHWEST OF, ALONG M.P.R.R. FROM POST OFFICE ABOUT 128
 DL0984'FEET EAST OF M.P. 460.  94 FEET NORTHWEST OF CENTERLINE OF U.S. HWY.
 DL0984'67.  88 FEET SOUTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.
 DL0984'26 FEET SOUTHWEST OF BELL TELEPHONE POLE.  7 FEET ABOVE TOP OF RAILS.
 DL0984'TABLET SET IN PRECAST CONCRETE POST.
 DL0984
 DL0984                          STATION RECOVERY (1963)
 DL0984
 DL0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1168 ***********************************************************************
 DK1168  DESIGNATION -  D 65
 DK1168  PID         -  DK1168
 DK1168  STATE/COUNTY-  AR/CHICOT
 DK1168  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1168
 DK1168                         *CURRENT SURVEY CONTROL
 DK1168  ___________________________________________________________________
 DK1168* NAD 83(1986)-  33 03 10.     (N)    091 17 18.     (W)     SCALED    
 DK1168* NAVD 88     -        41.245  (meters)     135.32   (feet)  ADJUSTED  
 DK1168  ___________________________________________________________________
 DK1168  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK1168  DYNAMIC HT  -          41.201 (meters)     135.17  (feet)  COMP
 DK1168  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 DK1168
 DK1168  VERT ORDER  -  SECOND    CLASS 0
 DK1168
 DK1168.The horizontal coordinates were scaled from a topographic map and have
 DK1168.an estimated accuracy of +/- 6 seconds.
 DK1168
 DK1168.The orthometric height was determined by differential leveling
 DK1168.and adjusted by the National Geodetic Survey in June 1991..
 DK1168
 DK1168.The geoid height was determined by GEOID03.
 DK1168
 DK1168.The dynamic height is computed by dividing the NAVD 88
 DK1168.geopotential number by the normal gravity value computed on the
 DK1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1168.degrees latitude (g = 980.6199 gals.).
 DK1168
 DK1168.The modeled gravity was interpolated from observed gravity values.
 DK1168
 DK1168;                    North         East    Units  Estimated Accuracy
 DK1168;SPC AR S     -   443,060.      466,470.      MT  (+/- 180 meters Scaled)
 DK1168
 DK1168                          SUPERSEDED SURVEY CONTROL
 DK1168
 DK1168  NGVD 29 (??/??/??)   41.347  (m)          135.65   (f) ADJUSTED    2 0
 DK1168
 DK1168.Superseded values are not recommended for survey control.
 DK1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1168.See file dsdata.txt to determine how the superseded data were derived.
 DK1168
 DK1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS598584(NAD 83)
 DK1168_MARKER: DB = BENCH MARK DISK
 DK1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1168_STAMPING: D-65 1935
 DK1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1168+STABILITY: SURFACE MOTION
 DK1168
 DK1168  HISTORY     - Date     Condition        Report By
 DK1168  HISTORY     - 1935     MONUMENTED       CGS
 DK1168  HISTORY     - 20050324 MARK NOT FOUND   ARHD
 DK1168
 DK1168                          STATION DESCRIPTION
 DK1168
 DK1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1168'IN INDIAN.
 DK1168'246 FEET NORTH OF INDIAN STATION SIGN BOARD.  216 FEET NORTH OF
 DK1168'CENTERLINE OF CROSS ROAD.  201 FEET NORTH OF SOUTH SWITCH OF INDIAN
 DK1168'SIDING.  42 FEET EAST OF CENTERLINE OF ST. HWY. 59.  35 FEET WEST OF
 DK1168'CENTERLINE OF MISSOURI PACIFIC R.R. MAIN LINE TRACK.  32 FEET
 DK1168'SOUTHEAST OF CENTERLINE OF SPUR TRACK.  3.8 FEET NORTH OF FIRST
 DK1168'TELEGRAPH POLE SOUTH OF M.P. 451.  TABLET SET IN PRECAST CONCRETE
 DK1168'POST.
 DK1168
 DK1168                          STATION RECOVERY (2005)
 DK1168
 DK1168'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0439 ***********************************************************************
 FG0439  DESIGNATION -  D 66
 FG0439  PID         -  FG0439
 FG0439  STATE/COUNTY-  AR/POPE
 FG0439  USGS QUAD   -  MORELAND (1989)
 FG0439
 FG0439                         *CURRENT SURVEY CONTROL
 FG0439  ___________________________________________________________________
 FG0439* NAD 83(1986)-  35 17 42.     (N)    092 56 15.     (W)     SCALED    
 FG0439* NAVD 88     -       115.653  (meters)     379.44   (feet)  ADJUSTED  
 FG0439  ___________________________________________________________________
 FG0439  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FG0439  DYNAMIC HT  -         115.545 (meters)     379.08  (feet)  COMP
 FG0439  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 FG0439
 FG0439  VERT ORDER  -  SECOND    CLASS 0
 FG0439
 FG0439.The horizontal coordinates were scaled from a topographic map and have
 FG0439.an estimated accuracy of +/- 6 seconds.
 FG0439
 FG0439.The orthometric height was determined by differential leveling
 FG0439.and adjusted by the National Geodetic Survey in June 1991..
 FG0439
 FG0439.The geoid height was determined by GEOID03.
 FG0439
 FG0439.The dynamic height is computed by dividing the NAVD 88
 FG0439.geopotential number by the normal gravity value computed on the
 FG0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0439.degrees latitude (g = 980.6199 gals.).
 FG0439
 FG0439.The modeled gravity was interpolated from observed gravity values.
 FG0439
 FG0439;                    North         East    Units  Estimated Accuracy
 FG0439;SPC AR N     -   107,090.      314,730.      MT  (+/- 180 meters Scaled)
 FG0439
 FG0439                          SUPERSEDED SURVEY CONTROL
 FG0439
 FG0439  NGVD 29 (??/??/92)  115.656  (m)          379.45   (f) ADJ UNCH    2 0
 FG0439
 FG0439.Superseded values are not recommended for survey control.
 FG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0439.See file dsdata.txt to determine how the superseded data were derived.
 FG0439
 FG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV056057(NAD 83)
 FG0439_MARKER: DB = BENCH MARK DISK
 FG0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0439_STAMPING: D 66 1935
 FG0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0439+STABILITY: SURFACE MOTION
 FG0439
 FG0439  HISTORY     - Date     Condition        Report By
 FG0439  HISTORY     - 1935     MONUMENTED       CGS
 FG0439
 FG0439                          STATION DESCRIPTION
 FG0439
 FG0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0439'3.9 MI N FROM ATKINS.
 FG0439'3.9 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE MISSOURI PACIFIC
 FG0439'RAILROAD STATION AT ATKINS, POPE COUNTY, 65 FEET WEST OF THE WEST
 FG0439'CORNER OF THE R. D. TEAGUE RESIDENCE, 49 FEET NORTHEAST OF THE
 FG0439'CENTERLINE OF THE HIGHWAY, 60 FEET NORTHWEST OF THE CENTERLINE OF A
 FG0439'DRIVEWAY, 13 FEET NORTHEAST OF A SOUTH FENCE CORNER, 1 1/2 FEET
 FG0439'SOUTHEAST OF A FENCE, AND 4 1/2 FEET HIGHER THAN THE HIGHWAY.  A
 FG0439'STANDARD DISK, STAMPED D 66 1935 AND SET IN THE TOP OF A CONCRETE
 FG0439'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0473 ***********************************************************************
 FG0473  DESIGNATION -  D 67
 FG0473  PID         -  FG0473
 FG0473  STATE/COUNTY-  AR/POPE
 FG0473  USGS QUAD   -  HATTIEVILLE (1991)
 FG0473
 FG0473                         *CURRENT SURVEY CONTROL
 FG0473  ___________________________________________________________________
 FG0473* NAD 83(1986)-  35 19 27.     (N)    092 52 25.     (W)     SCALED    
 FG0473* NAVD 88     -        94.788  (meters)     310.98   (feet)  ADJUSTED  
 FG0473  ___________________________________________________________________
 FG0473  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FG0473  DYNAMIC HT  -          94.699 (meters)     310.69  (feet)  COMP
 FG0473  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 FG0473
 FG0473  VERT ORDER  -  SECOND    CLASS 0
 FG0473
 FG0473.The horizontal coordinates were scaled from a topographic map and have
 FG0473.an estimated accuracy of +/- 6 seconds.
 FG0473
 FG0473.The orthometric height was determined by differential leveling
 FG0473.and adjusted by the National Geodetic Survey in June 1991..
 FG0473
 FG0473.The geoid height was determined by GEOID03.
 FG0473
 FG0473.The dynamic height is computed by dividing the NAVD 88
 FG0473.geopotential number by the normal gravity value computed on the
 FG0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0473.degrees latitude (g = 980.6199 gals.).
 FG0473
 FG0473.The modeled gravity was interpolated from observed gravity values.
 FG0473
 FG0473;                    North         East    Units  Estimated Accuracy
 FG0473;SPC AR N     -   110,280.      320,570.      MT  (+/- 180 meters Scaled)
 FG0473
 FG0473                          SUPERSEDED SURVEY CONTROL
 FG0473
 FG0473  NGVD 29 (??/??/92)   94.788  (m)          310.98   (f) ADJ UNCH    2 0
 FG0473
 FG0473.Superseded values are not recommended for survey control.
 FG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0473.See file dsdata.txt to determine how the superseded data were derived.
 FG0473
 FG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV114090(NAD 83)
 FG0473_MARKER: DB = BENCH MARK DISK
 FG0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0473_STAMPING: D 67 1935
 FG0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0473+STABILITY: SURFACE MOTION
 FG0473
 FG0473  HISTORY     - Date     Condition        Report By
 FG0473  HISTORY     - 1935     MONUMENTED       CGS
 FG0473  HISTORY     - 1962     MARK NOT FOUND   NGS
 FG0473
 FG0473                          STATION DESCRIPTION
 FG0473
 FG0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0473'2.3 MI N FROM ATKINS.
 FG0473'2.3 MILES NORTH ALONG STATE HIGHWAY 105 FROM ATKINS, POPE COUNTY, 5.8
 FG0473'MILES NORTHEAST ALONG THE APPLETON ROAD, AT THE JUNCTION OF THE
 FG0473'HATTIEVILLE ROAD, AT THE WEST END OF A STEEL BRIDGE OVER WEST FORK OF
 FG0473'POINT REMOVE CREEK, 31 FEET EAST OF THE CENTERLINE OF THE APPLETON
 FG0473'ROAD, 49 FEET SOUTH OF THE CENTERLINE OF THE HATTIEVILLE ROAD, AND 5
 FG0473'FEET WEST OF A 9-INCH OAK TREE.  A STANDARD DISK, STAMPED D 67 1935
 FG0473'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1428 ***********************************************************************
 FF1428  DESIGNATION -  D 69
 FF1428  PID         -  FF1428
 FF1428  STATE/COUNTY-  AR/WHITE
 FF1428  USGS QUAD   -  BEEBE (1994)
 FF1428
 FF1428                         *CURRENT SURVEY CONTROL
 FF1428  ___________________________________________________________________
 FF1428* NAD 83(1986)-  35 05 01.     (N)    091 57 45.     (W)     SCALED    
 FF1428* NAVD 88     -        79.853  (meters)     261.98   (feet)  ADJUSTED  
 FF1428  ___________________________________________________________________
 FF1428  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1428  DYNAMIC HT  -          79.779 (meters)     261.74  (feet)  COMP
 FF1428  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 FF1428
 FF1428  VERT ORDER  -  SECOND    CLASS 0
 FF1428
 FF1428.The horizontal coordinates were scaled from a topographic map and have
 FF1428.an estimated accuracy of +/- 6 seconds.
 FF1428
 FF1428.The orthometric height was determined by differential leveling
 FF1428.and adjusted by the National Geodetic Survey in June 1991..
 FF1428
 FF1428.The geoid height was determined by GEOID03.
 FF1428
 FF1428.The dynamic height is computed by dividing the NAVD 88
 FF1428.geopotential number by the normal gravity value computed on the
 FF1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1428.degrees latitude (g = 980.6199 gals.).
 FF1428
 FF1428.The modeled gravity was interpolated from observed gravity values.
 FF1428
 FF1428;                    North         East    Units  Estimated Accuracy
 FF1428;SPC AR N     -    83,240.      403,420.      MT  (+/- 180 meters Scaled)
 FF1428
 FF1428                          SUPERSEDED SURVEY CONTROL
 FF1428
 FF1428  NGVD 29 (??/??/??)   79.849  (m)          261.97   (f) ADJUSTED    2 0
 FF1428
 FF1428.Superseded values are not recommended for survey control.
 FF1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1428.See file dsdata.txt to determine how the superseded data were derived.
 FF1428
 FF1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU945828(NAD 83)
 FF1428_MARKER: DB = BENCH MARK DISK
 FF1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1428_STAMPING: D 69 1934
 FF1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1428+STABILITY: SURFACE MOTION
 FF1428
 FF1428  HISTORY     - Date     Condition        Report By
 FF1428  HISTORY     - 1934     MONUMENTED       CGS
 FF1428  HISTORY     - 20020427 MARK NOT FOUND   USACE
 FF1428
 FF1428                          STATION DESCRIPTION
 FF1428
 FF1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1428'5.7 MI W FROM BEEBE.
 FF1428'5.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FF1428'RAILROAD STATION AT BEEBE, WHITE COUNTY, AT THE NORTHEAST CORNER
 FF1428'OF THE JUNCTION WITH A COUNTY ROAD, 57.6 FEET NORTHEAST OF THE
 FF1428'CENTER OF THE INTERSECTION, 48.6 FEET EAST OF THE CENTERLINE OF THE
 FF1428'HIGHWAY, 30 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD
 FF1428'LEADING EAST, AND 1.1 FEET SOUTHWEST OF THE NORTHWEST-AND-SOUTHEAST
 FF1428'FENCE.  A STANDARD DISK, STAMPED D 69 1934 AND SET IN THE TOP
 FF1428'OF A CONCRETE POST.
 FF1428
 FF1428                          STATION RECOVERY (2002)
 FF1428
 FF1428'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0029 ***********************************************************************
 FG0029  DESIGNATION -  D 7
 FG0029  PID         -  FG0029
 FG0029  STATE/COUNTY-  AR/VAN BUREN
 FG0029  USGS QUAD   -  LESLIE (1963)
 FG0029
 FG0029                         *CURRENT SURVEY CONTROL
 FG0029  ___________________________________________________________________
 FG0029* NAD 83(1986)-  35 47 14.     (N)    092 30 37.     (W)     SCALED    
 FG0029* NAVD 88     -       275.524  (meters)     903.95   (feet)  ADJUSTED  
 FG0029  ___________________________________________________________________
 FG0029  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG0029  DYNAMIC HT  -         275.268 (meters)     903.11  (feet)  COMP
 FG0029  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FG0029
 FG0029  VERT ORDER  -  FIRST     CLASS II
 FG0029
 FG0029.The horizontal coordinates were scaled from a topographic map and have
 FG0029.an estimated accuracy of +/- 6 seconds.
 FG0029
 FG0029.The orthometric height was determined by differential leveling
 FG0029.and adjusted by the National Geodetic Survey in June 1991..
 FG0029
 FG0029.The geoid height was determined by GEOID03.
 FG0029
 FG0029.The dynamic height is computed by dividing the NAVD 88
 FG0029.geopotential number by the normal gravity value computed on the
 FG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0029.degrees latitude (g = 980.6199 gals.).
 FG0029
 FG0029.The modeled gravity was interpolated from observed gravity values.
 FG0029
 FG0029;                    North         East    Units  Estimated Accuracy
 FG0029;SPC AR N     -   161,420.      353,870.      MT  (+/- 180 meters Scaled)
 FG0029
 FG0029                          SUPERSEDED SURVEY CONTROL
 FG0029
 FG0029  NGVD 29 (??/??/92)  275.395  (m)          903.53   (f) ADJ UNCH    1 2
 FG0029
 FG0029.Superseded values are not recommended for survey control.
 FG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0029.See file dsdata.txt to determine how the superseded data were derived.
 FG0029
 FG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV442604(NAD 83)
 FG0029_MARKER: DB = BENCH MARK DISK
 FG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0029_STAMPING: D 7 1931
 FG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0029+STABILITY: SURFACE MOTION
 FG0029
 FG0029  HISTORY     - Date     Condition        Report By
 FG0029  HISTORY     - 1931     MONUMENTED       CGS
 FG0029  HISTORY     - 1935     GOOD             NGS
 FG0029
 FG0029                          STATION DESCRIPTION
 FG0029
 FG0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0029'0.7 MI E FROM RUMLEY.
 FG0029'0.7 MILE EAST OF RUMLEY, SEARCY CO., ARK.  ON RIGHT OF WAY OF MISSOURI
 FG0029'AND NORTH ARKANSAS RY.  2 POLES EAST OF MILE POST 187.  100 YARDS
 FG0029'SOUTHEAST OF EAST END OF TRESTLE 187-1. IN SMALL CUT.  16 FEET
 FG0029'SOUTHEAST OF CENTERLINE OF TRACK.  STANDARD USC AND GS TABLET IN CONCR
 FG0029'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0001 ***********************************************************************
 EJ0001  DESIGNATION -  D 70
 EJ0001  PID         -  EJ0001
 EJ0001  STATE/COUNTY-  AR/FAULKNER
 EJ0001  USGS QUAD   -  MAYFLOWER (1987)
 EJ0001
 EJ0001                         *CURRENT SURVEY CONTROL
 EJ0001  ___________________________________________________________________
 EJ0001* NAD 83(1986)-  34 59 24.     (N)    092 25 07.     (W)     SCALED    
 EJ0001* NAVD 88     -        87.855  (meters)     288.24   (feet)  ADJUSTED  
 EJ0001  ___________________________________________________________________
 EJ0001  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EJ0001  DYNAMIC HT  -          87.772 (meters)     287.97  (feet)  COMP
 EJ0001  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 EJ0001
 EJ0001  VERT ORDER  -  FIRST     CLASS II
 EJ0001
 EJ0001.The horizontal coordinates were scaled from a topographic map and have
 EJ0001.an estimated accuracy of +/- 6 seconds.
 EJ0001
 EJ0001.The orthometric height was determined by differential leveling
 EJ0001.and adjusted by the National Geodetic Survey in June 1991..
 EJ0001.WARNING-Repeat measurements at this control monument indicate possible
 EJ0001.vertical movement.
 EJ0001
 EJ0001.The geoid height was determined by GEOID03.
 EJ0001
 EJ0001.The dynamic height is computed by dividing the NAVD 88
 EJ0001.geopotential number by the normal gravity value computed on the
 EJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0001.degrees latitude (g = 980.6199 gals.).
 EJ0001
 EJ0001.The modeled gravity was interpolated from observed gravity values.
 EJ0001
 EJ0001;                    North         East    Units  Estimated Accuracy
 EJ0001;SPC AR N     -    72,930.      361,780.      MT  (+/- 180 meters Scaled)
 EJ0001
 EJ0001                          SUPERSEDED SURVEY CONTROL
 EJ0001
 EJ0001  NGVD 29 (06/07/95)   87.902  (m)          288.39   (f) ADJUSTED    1 2
 EJ0001
 EJ0001.Superseded values are not recommended for survey control.
 EJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0001.See file dsdata.txt to determine how the superseded data were derived.
 EJ0001
 EJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU530720(NAD 83)
 EJ0001_MARKER: DB = BENCH MARK DISK
 EJ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0001_STAMPING: D 70 1934
 EJ0001_MARK LOGO: CGS   
 EJ0001_PROJECTION: PROJECTING 2 CENTIMETERS
 EJ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0001+STABILITY: SURFACE MOTION
 EJ0001
 EJ0001  HISTORY     - Date     Condition        Report By
 EJ0001  HISTORY     - 1934     MONUMENTED       CGS
 EJ0001  HISTORY     - 1967     GOOD             NGS
 EJ0001  HISTORY     - 1984     GOOD             NGS
 EJ0001  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0001  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0001  HISTORY     - 1990     GOOD             USPSQD
 EJ0001  HISTORY     - 20020717 MARK NOT FOUND   USACE
 EJ0001
 EJ0001                          STATION DESCRIPTION
 EJ0001
 EJ0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0001'2.3 MI N FROM MAYFLOWER.
 EJ0001'IT IS 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EJ0001'MAYFLOWER, 30 FEET NORTHEAST OF MILEPOST 366, 52 FEET WEST OF THE
 EJ0001'CENTER OF STATE HIGHWAY 365, 48 FEET EAST OF THE EAST RAIL OF THE
 EJ0001'TRACKS, 0.5 FEET SOUTHEAST OF A METAL WITNESS POST AND SET IN THE TOP
 EJ0001'OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 EJ0001
 EJ0001                          STATION RECOVERY (1984)
 EJ0001
 EJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0001'RECOVERED IN GOOD CONDITION.  NOTE, THE CORNER OF THE POST HAS BEEN
 EJ0001'CHIPPED A LITTLE AND THE DISK IS SLIGHTLY SCRAPED BUT IS STILL IN GOOD
 EJ0001'SHAPE.
 EJ0001'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 EJ0001'THE MARK IS 0.61 M BELOW HIGHWAY.
 EJ0001
 EJ0001                          STATION RECOVERY (1988)
 EJ0001
 EJ0001'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0001'MARK NOT FOUND.
 EJ0001
 EJ0001                          STATION RECOVERY (1989)
 EJ0001
 EJ0001'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0001'MARK NOT FOUND.
 EJ0001
 EJ0001                          STATION RECOVERY (1990)
 EJ0001
 EJ0001'RECOVERY NOTE BY US POWER SQUADRON 1990 (BLD)
 EJ0001'RECOVERED IN GOOD CONDITION.
 EJ0001
 EJ0001                          STATION RECOVERY (2002)
 EJ0001
 EJ0001'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 EJ0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0394 ***********************************************************************
 FG0394  DESIGNATION -  D 71
 FG0394  PID         -  FG0394
 FG0394  STATE/COUNTY-  AR/PERRY
 FG0394  USGS QUAD   -  PERRYVILLE (1989)
 FG0394
 FG0394                         *CURRENT SURVEY CONTROL
 FG0394  ___________________________________________________________________
 FG0394* NAD 83(1986)-  35 02 48.     (N)    092 49 51.     (W)     SCALED    
 FG0394* NAVD 88     -       102.847  (meters)     337.42   (feet)  ADJUSTED  
 FG0394  ___________________________________________________________________
 FG0394  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FG0394  DYNAMIC HT  -         102.749 (meters)     337.10  (feet)  COMP
 FG0394  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FG0394
 FG0394  VERT ORDER  -  SECOND    CLASS 0
 FG0394
 FG0394.The horizontal coordinates were scaled from a topographic map and have
 FG0394.an estimated accuracy of +/- 6 seconds.
 FG0394
 FG0394.The orthometric height was determined by differential leveling
 FG0394.and adjusted by the National Geodetic Survey in June 1991..
 FG0394
 FG0394.The geoid height was determined by GEOID03.
 FG0394
 FG0394.The dynamic height is computed by dividing the NAVD 88
 FG0394.geopotential number by the normal gravity value computed on the
 FG0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0394.degrees latitude (g = 980.6199 gals.).
 FG0394
 FG0394.The modeled gravity was interpolated from observed gravity values.
 FG0394
 FG0394;                    North         East    Units  Estimated Accuracy
 FG0394;SPC AR N     -    79,460.      324,200.      MT  (+/- 180 meters Scaled)
 FG0394
 FG0394                          SUPERSEDED SURVEY CONTROL
 FG0394
 FG0394  NGVD 29 (??/??/92)  102.864  (m)          337.48   (f) ADJ UNCH    2 0
 FG0394
 FG0394.Superseded values are not recommended for survey control.
 FG0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0394.See file dsdata.txt to determine how the superseded data were derived.
 FG0394
 FG0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU154782(NAD 83)
 FG0394_MARKER: DB = BENCH MARK DISK
 FG0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0394_STAMPING: D-71 1934
 FG0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0394+STABILITY: SURFACE MOTION
 FG0394
 FG0394  HISTORY     - Date     Condition        Report By
 FG0394  HISTORY     - 1934     MONUMENTED       CGS
 FG0394  HISTORY     - 1939     GOOD             NGS
 FG0394
 FG0394                          STATION DESCRIPTION
 FG0394
 FG0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0394'2.1 MI W FROM PERRY.
 FG0394'ABOUT 56.4 FEET SOUTHWEST OF CENTERLINE OF FARM ROAD AT RAILROAD
 FG0394'CROSSING.  47.4 FEET NORTH OF CENTERLINE OF ST. HWY. 10.  32.7 FEET
 FG0394'SOUTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC RY.  22.6 FEET
 FG0394'WEST OF WEST END OF IRON GATE.  1.8 FEET NORTH OF FENCE PARALLELING
 FG0394'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG0394
 FG0394                          STATION RECOVERY (1939)
 FG0394
 FG0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 FG0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0988 ***********************************************************************
 FG0988  DESIGNATION -  D 72
 FG0988  PID         -  FG0988
 FG0988  STATE/COUNTY-  AR/POPE
 FG0988  USGS QUAD   -  HOLLA BEND (1993)
 FG0988
 FG0988                         *CURRENT SURVEY CONTROL
 FG0988  ___________________________________________________________________
 FG0988* NAD 83(1986)-  35 14 59.     (N)    093 02 40.     (W)     SCALED    
 FG0988* NAVD 88     -       112.564  (meters)     369.30   (feet)  ADJUSTED  
 FG0988  ___________________________________________________________________
 FG0988  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FG0988  DYNAMIC HT  -         112.457 (meters)     368.95  (feet)  COMP
 FG0988  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 FG0988
 FG0988  VERT ORDER  -  FIRST     CLASS II
 FG0988
 FG0988.The horizontal coordinates were scaled from a topographic map and have
 FG0988.an estimated accuracy of +/- 6 seconds.
 FG0988
 FG0988.The orthometric height was determined by differential leveling
 FG0988.and adjusted by the National Geodetic Survey in June 1991..
 FG0988
 FG0988.The geoid height was determined by GEOID03.
 FG0988
 FG0988.The dynamic height is computed by dividing the NAVD 88
 FG0988.geopotential number by the normal gravity value computed on the
 FG0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0988.degrees latitude (g = 980.6199 gals.).
 FG0988
 FG0988.The modeled gravity was interpolated from observed gravity values.
 FG0988
 FG0988;                    North         East    Units  Estimated Accuracy
 FG0988;SPC AR N     -   102,170.      304,950.      MT  (+/- 180 meters Scaled)
 FG0988
 FG0988                          SUPERSEDED SURVEY CONTROL
 FG0988
 FG0988  NGVD 29 (??/??/92)  112.587  (m)          369.38   (f) ADJ UNCH    1 2
 FG0988
 FG0988.Superseded values are not recommended for survey control.
 FG0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0988.See file dsdata.txt to determine how the superseded data were derived.
 FG0988
 FG0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV959007(NAD 83)
 FG0988_MARKER: DB = BENCH MARK DISK
 FG0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0988_STAMPING: D 72 1934
 FG0988_MARK LOGO: CGS   
 FG0988_PROJECTION: FLUSH
 FG0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0988+STABILITY: SURFACE MOTION
 FG0988
 FG0988  HISTORY     - Date     Condition        Report By
 FG0988  HISTORY     - 1934     MONUMENTED       CGS
 FG0988  HISTORY     - 1967     GOOD             NGS
 FG0988  HISTORY     - 1984     GOOD             NGS
 FG0988  HISTORY     - 1987     GOOD             USPSQD
 FG0988  HISTORY     - 1988     GOOD             USPSQD
 FG0988  HISTORY     - 1989     GOOD             USPSQD
 FG0988  HISTORY     - 1989     GOOD             USPSQD
 FG0988
 FG0988                          STATION DESCRIPTION
 FG0988
 FG0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0988'IN POTTSVILLE.
 FG0988'THE RAILROAD STATION HAS BEEN DESTROYED.  IT IS 0.1 MILE EAST OF THE
 FG0988'POST OFFICE IN POTTSVILLE, 63 FEET NORTH OF THE CENTER OF A PAVED
 FG0988'ROAD, 45 FEET NORTHWEST OF THE CENTER OF A GATE, 30 FEET SOUTH OF THE
 FG0988'CENTER OF THE RAILROAD TRACKS, 7 FEET WEST OF A TELEPHONE LINE POLE, 1
 FG0988'FOOT EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 6 INCH SQUARE
 FG0988'CONCRETE POST PROJECTING 2 INCHES.
 FG0988
 FG0988                          STATION RECOVERY (1984)
 FG0988
 FG0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0988'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.4 KM
 FG0988'(0.25 MI) SOUTH ALONG STATE ROUTE 247 FROM THE JUNCTION WITH U.S.
 FG0988'HIGHWAY 64 IN POTTSVILLE, THENCE 0.5 KM (0.3 MI) EAST ALONG AN ASPHALT
 FG0988'ROAD (EAST ASH STREET) TO THE MARK ON THE LEFT, ON THE OUTSIDE OF A
 FG0988'CURVE, 21.3 METERS (70.0 FT) NORTH OF THE APPROXIMATE CENTER OF THE
 FG0988'ASPHALT ROAD, 10.1 METERS (33.0 FT) SOUTH OF THE SOUTH RAIL OF THE
 FG0988'MISSOURI PACIFIC RAILROAD, AND 1.8 METERS (6.0 FT) WEST OF A POWERLINE
 FG0988'POLE.
 FG0988'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 FG0988'THE MARK IS 0.91 M BELOW RAILROAD TRACKS.
 FG0988
 FG0988                          STATION RECOVERY (1987)
 FG0988
 FG0988'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0988'RECOVERED IN GOOD CONDITION.
 FG0988
 FG0988                          STATION RECOVERY (1988)
 FG0988
 FG0988'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0988'RECOVERED IN GOOD CONDITION.
 FG0988
 FG0988                          STATION RECOVERY (1989)
 FG0988
 FG0988'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0988'RECOVERED IN GOOD CONDITION.
 FG0988
 FG0988                          STATION RECOVERY (1989)
 FG0988
 FG0988'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0917 ***********************************************************************
 EJ0917  DESIGNATION -  D 73
 EJ0917  PID         -  EJ0917
 EJ0917  STATE/COUNTY-  AR/PERRY
 EJ0917  USGS QUAD   -  THORNBURG (1984)
 EJ0917
 EJ0917                         *CURRENT SURVEY CONTROL
 EJ0917  ___________________________________________________________________
 EJ0917* NAD 83(1986)-  34 56 31.     (N)    092 48 54.     (W)     SCALED    
 EJ0917* NAVD 88     -       228.845  (meters)     750.80   (feet)  ADJUSTED  
 EJ0917  ___________________________________________________________________
 EJ0917  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EJ0917  DYNAMIC HT  -         228.622 (meters)     750.07  (feet)  COMP
 EJ0917  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 EJ0917
 EJ0917  VERT ORDER  -  SECOND    CLASS 0
 EJ0917
 EJ0917.The horizontal coordinates were scaled from a topographic map and have
 EJ0917.an estimated accuracy of +/- 6 seconds.
 EJ0917
 EJ0917.The orthometric height was determined by differential leveling
 EJ0917.and adjusted by the National Geodetic Survey in June 1991..
 EJ0917
 EJ0917.The geoid height was determined by GEOID03.
 EJ0917
 EJ0917.The dynamic height is computed by dividing the NAVD 88
 EJ0917.geopotential number by the normal gravity value computed on the
 EJ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0917.degrees latitude (g = 980.6199 gals.).
 EJ0917
 EJ0917.The modeled gravity was interpolated from observed gravity values.
 EJ0917
 EJ0917;                    North         East    Units  Estimated Accuracy
 EJ0917;SPC AR N     -    67,830.      325,550.      MT  (+/- 180 meters Scaled)
 EJ0917
 EJ0917                          SUPERSEDED SURVEY CONTROL
 EJ0917
 EJ0917  NGVD 29 (??/??/92)  228.863  (m)          750.86   (f) ADJ UNCH    2 0
 EJ0917
 EJ0917.Superseded values are not recommended for survey control.
 EJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0917.See file dsdata.txt to determine how the superseded data were derived.
 EJ0917
 EJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU168666(NAD 83)
 EJ0917_MARKER: DB = BENCH MARK DISK
 EJ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0917_STAMPING: D 73 1935
 EJ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0917+STABILITY: SURFACE MOTION
 EJ0917
 EJ0917  HISTORY     - Date     Condition        Report By
 EJ0917  HISTORY     - 1935     MONUMENTED       CGS
 EJ0917  HISTORY     - 1935     GOOD             NGS
 EJ0917
 EJ0917                          STATION DESCRIPTION
 EJ0917
 EJ0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0917'5.1 MI S FROM PERRYVILLE.
 EJ0917'5.1 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE AT
 EJ0917'PERRYVILLE, PERRY COUNTY, 500 FEET SOUTH OF A SHARP CURVE IN THE
 EJ0917'HIGHWAY AND A CONCRETE CULVERT UNDER THE HIGHWAY, 52 FEET WEST OF THE
 EJ0917'CENTERLINE OF THE HIGHWAY, AND 11 FEET EAST OF A 10-INCH PINE TREE. A
 EJ0917'STANDARD DISK, STAMPED D 73 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0917'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1146 ***********************************************************************
 FF1146  DESIGNATION -  D 75
 FF1146  PID         -  FF1146
 FF1146  STATE/COUNTY-  AR/JACKSON
 FF1146  USGS QUAD   -  AMAGON (1965)
 FF1146
 FF1146                         *CURRENT SURVEY CONTROL
 FF1146  ___________________________________________________________________
 FF1146* NAD 83(1986)-  35 33 40.     (N)    091 06 38.     (W)     SCALED    
 FF1146* NAVD 88     -        67.075  (meters)     220.06   (feet)  ADJUSTED  
 FF1146  ___________________________________________________________________
 FF1146  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF1146  DYNAMIC HT  -          67.016 (meters)     219.87  (feet)  COMP
 FF1146  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 FF1146
 FF1146  VERT ORDER  -  SECOND    CLASS 0
 FF1146
 FF1146.The horizontal coordinates were scaled from a topographic map and have
 FF1146.an estimated accuracy of +/- 6 seconds.
 FF1146
 FF1146.The orthometric height was determined by differential leveling
 FF1146.and adjusted by the National Geodetic Survey in June 1991..
 FF1146.WARNING-Repeat measurements at this control monument indicate possible
 FF1146.vertical movement.
 FF1146
 FF1146.The geoid height was determined by GEOID03.
 FF1146
 FF1146.The dynamic height is computed by dividing the NAVD 88
 FF1146.geopotential number by the normal gravity value computed on the
 FF1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1146.degrees latitude (g = 980.6199 gals.).
 FF1146
 FF1146.The modeled gravity was interpolated from observed gravity values.
 FF1146
 FF1146;                    North         East    Units  Estimated Accuracy
 FF1146;SPC AR N     -   136,580.      480,630.      MT  (+/- 180 meters Scaled)
 FF1146
 FF1146                          SUPERSEDED SURVEY CONTROL
 FF1146
 FF1146  NGVD 29 (??/??/??)   67.008  (m)          219.84   (f) ADJUSTED    2 0
 FF1146
 FF1146.Superseded values are not recommended for survey control.
 FF1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1146.See file dsdata.txt to determine how the superseded data were derived.
 FF1146
 FF1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV712369(NAD 83)
 FF1146_MARKER: DB = BENCH MARK DISK
 FF1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1146_STAMPING: D-75 1934
 FF1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1146+STABILITY: SURFACE MOTION
 FF1146
 FF1146  HISTORY     - Date     Condition        Report By
 FF1146  HISTORY     - 1934     MONUMENTED       CGS
 FF1146  HISTORY     - 1955     MARK NOT FOUND   LOCENG
 FF1146
 FF1146                          STATION DESCRIPTION
 FF1146
 FF1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1146'IN AMAGON.
 FF1146'ON THE OLD ST. LOUIS AND SAN FRANCISCO R.R. RIGHT OF WAY, 216
 FF1146'FEET SOUTH OF CENTER OF HIGHWAY 14, 120 FEET SOUTHEAST OF SOUTHEAST
 FF1146'CORNER OF A COTTON LOADING PLATFORM, 7 FEET WEST OF A LONE
 FF1146'BLACK LOCUST TREE, 2 FEET WEST OF A WIRE FENCE LINE.  TABLET
 FF1146'SET IN PRECAST CONCRETE POST.
 FF1146
 FF1146                          STATION RECOVERY (1955)
 FF1146
 FF1146'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 FF1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0776 ***********************************************************************
 FF0776  DESIGNATION -  D 76
 FF0776  PID         -  FF0776
 FF0776  STATE/COUNTY-  AR/CRAIGHEAD
 FF0776  USGS QUAD   -  GREENFIELD (1983)
 FF0776
 FF0776                         *CURRENT SURVEY CONTROL
 FF0776  ___________________________________________________________________
 FF0776* NAD 83(1986)-  35 44 47.     (N)    090 41 06.     (W)     SCALED    
 FF0776* NAVD 88     -        86.485  (meters)     283.74   (feet)  ADJUSTED  
 FF0776  ___________________________________________________________________
 FF0776  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FF0776  DYNAMIC HT  -          86.411 (meters)     283.50  (feet)  COMP
 FF0776  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 FF0776
 FF0776  VERT ORDER  -  FIRST     CLASS II
 FF0776
 FF0776.The horizontal coordinates were scaled from a topographic map and have
 FF0776.an estimated accuracy of +/- 6 seconds.
 FF0776
 FF0776.The orthometric height was determined by differential leveling
 FF0776.and adjusted by the National Geodetic Survey in June 1991..
 FF0776.WARNING-Repeat measurements at this control monument indicate possible
 FF0776.vertical movement.
 FF0776
 FF0776.The geoid height was determined by GEOID03.
 FF0776
 FF0776.The dynamic height is computed by dividing the NAVD 88
 FF0776.geopotential number by the normal gravity value computed on the
 FF0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0776.degrees latitude (g = 980.6199 gals.).
 FF0776
 FF0776.The modeled gravity was interpolated from observed gravity values.
 FF0776
 FF0776;                    North         East    Units  Estimated Accuracy
 FF0776;SPC AR N     -   157,560.      518,930.      MT  (+/- 180 meters Scaled)
 FF0776
 FF0776                          SUPERSEDED SURVEY CONTROL
 FF0776
 FF0776  NGVD 29 (??/??/??)   86.407  (m)          283.49   (f) ADJUSTED    1 2
 FF0776
 FF0776.Superseded values are not recommended for survey control.
 FF0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0776.See file dsdata.txt to determine how the superseded data were derived.
 FF0776
 FF0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV093582(NAD 83)
 FF0776_MARKER: DB = BENCH MARK DISK
 FF0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0776_STAMPING: D 76 1934
 FF0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0776+STABILITY: SURFACE MOTION
 FF0776
 FF0776  HISTORY     - Date     Condition        Report By
 FF0776  HISTORY     - 1934     MONUMENTED       CGS
 FF0776  HISTORY     - 1956     GOOD             CGS
 FF0776  HISTORY     - 20020821 MARK NOT FOUND   USACE
 FF0776
 FF0776                          STATION DESCRIPTION
 FF0776
 FF0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0776'5.6 MI S FROM NETTLETON.
 FF0776'5.65 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0776'STATION AT NETTLETON, ABOUT 0.4 MILE SOUTH OF A GRAVEL ROAD
 FF0776'CROSSING, AT RIDGE (ABANDONED), 17 3/4 FEET EAST-NORTHEAST OF
 FF0776'NEAR RAIL, 29 FEET EAST-SOUTHEAST OF CENTER OF A ROAD CROSSING,
 FF0776'18 1/2 FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD, 21 FEET
 FF0776'SOUTHWEST OF TELEPHONE POLE NO. 243/25, 1 1/2 FEET NORTH OF
 FF0776'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK
 FF0776'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FF0776'GROUND.  NOTE-- THE TOP PORTION OF THE CONCRETE POST HAS BEEN
 FF0776'CHIPPED OFF TO THE SIZE OF THE DISK.
 FF0776
 FF0776                          STATION RECOVERY (2002)
 FF0776
 FF0776'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0937 ***********************************************************************
 EJ0937  DESIGNATION -  D 78
 EJ0937  PID         -  EJ0937
 EJ0937  STATE/COUNTY-  AR/SALINE
 EJ0937  USGS QUAD   -  LONSDALE NE (1984)
 EJ0937
 EJ0937                         *CURRENT SURVEY CONTROL
 EJ0937  ___________________________________________________________________
 EJ0937* NAD 83(1986)-  34 38 09.     (N)    092 46 04.     (W)     SCALED    
 EJ0937* NAVD 88     -       128.943  (meters)     423.04   (feet)  ADJUSTED  
 EJ0937  ___________________________________________________________________
 EJ0937  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EJ0937  DYNAMIC HT  -         128.819 (meters)     422.63  (feet)  COMP
 EJ0937  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 EJ0937
 EJ0937  VERT ORDER  -  SECOND    CLASS 0
 EJ0937
 EJ0937.The horizontal coordinates were scaled from a topographic map and have
 EJ0937.an estimated accuracy of +/- 6 seconds.
 EJ0937
 EJ0937.The orthometric height was determined by differential leveling
 EJ0937.and adjusted by the National Geodetic Survey in June 1991..
 EJ0937
 EJ0937.The geoid height was determined by GEOID03.
 EJ0937
 EJ0937.The dynamic height is computed by dividing the NAVD 88
 EJ0937.geopotential number by the normal gravity value computed on the
 EJ0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0937.degrees latitude (g = 980.6199 gals.).
 EJ0937
 EJ0937.The modeled gravity was interpolated from observed gravity values.
 EJ0937
 EJ0937;                    North         East    Units  Estimated Accuracy
 EJ0937;SPC AR S     -   618,670.      329,600.      MT  (+/- 180 meters Scaled)
 EJ0937
 EJ0937                          SUPERSEDED SURVEY CONTROL
 EJ0937
 EJ0937  NGVD 29 (??/??/92)  128.957  (m)          423.09   (f) ADJ UNCH    2 0
 EJ0937
 EJ0937.Superseded values are not recommended for survey control.
 EJ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0937.See file dsdata.txt to determine how the superseded data were derived.
 EJ0937
 EJ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU212326(NAD 83)
 EJ0937_MARKER: DB = BENCH MARK DISK
 EJ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0937_STAMPING: D 78 1935
 EJ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0937+STABILITY: SURFACE MOTION
 EJ0937
 EJ0937  HISTORY     - Date     Condition        Report By
 EJ0937  HISTORY     - 1935     MONUMENTED       CGS
 EJ0937  HISTORY     - 1935     GOOD             NGS
 EJ0937  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0937  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0937
 EJ0937                          STATION DESCRIPTION
 EJ0937
 EJ0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0937'11 MI S FROM PARON.
 EJ0937'11 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE SCHOOLHOUSE AT PARON,
 EJ0937'SALINE COUNTY, IN THE YARD OF THE LEWIS GARRETT HOUSE, 80.4 FEET NORTH
 EJ0937'OF THE NORTH SIDE OF THE GARRETT STORE, 44 FEET WEST OF THE CENTERLINE
 EJ0937'OF THE HIGHWAY, 29.5 FEET NORTH OF THE NORTHEAST CORNER OF THE GARRETT
 EJ0937'RESIDENCE, AND 0.7 FOOT EAST OF A POINT 5 FEET SOUTH OF THE NORTHEAST
 EJ0937'CORNER OF THE GARDEN FENCE.  A STANDARD DISK, STAMPED D 78 1935 AND
 EJ0937'SET IN THE TOP OF A CONCRETE POST.
 EJ0937
 EJ0937                          STATION RECOVERY (1972)
 EJ0937
 EJ0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ0937'MARK NOT FOUND.
 EJ0937
 EJ0937                          STATION RECOVERY (1998)
 EJ0937
 EJ0937'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0661 ***********************************************************************
 EJ0661  DESIGNATION -  D 79
 EJ0661  PID         -  EJ0661
 EJ0661  STATE/COUNTY-  AR/HOT SPRING
 EJ0661  USGS QUAD   -  TRASKWOOD (1984)
 EJ0661
 EJ0661                         *CURRENT SURVEY CONTROL
 EJ0661  ___________________________________________________________________
 EJ0661* NAD 83(1986)-  34 22 32.     (N)    092 44 39.     (W)     SCALED    
 EJ0661* NAVD 88     -        97.604  (meters)     320.22   (feet)  ADJUSTED  
 EJ0661  ___________________________________________________________________
 EJ0661  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EJ0661  DYNAMIC HT  -          97.510 (meters)     319.91  (feet)  COMP
 EJ0661  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 EJ0661
 EJ0661  VERT ORDER  -  SECOND    CLASS 0
 EJ0661
 EJ0661.The horizontal coordinates were scaled from a topographic map and have
 EJ0661.an estimated accuracy of +/- 6 seconds.
 EJ0661
 EJ0661.The orthometric height was determined by differential leveling
 EJ0661.and adjusted by the National Geodetic Survey in June 1991..
 EJ0661
 EJ0661.The geoid height was determined by GEOID03.
 EJ0661
 EJ0661.The dynamic height is computed by dividing the NAVD 88
 EJ0661.geopotential number by the normal gravity value computed on the
 EJ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0661.degrees latitude (g = 980.6199 gals.).
 EJ0661
 EJ0661.The modeled gravity was interpolated from observed gravity values.
 EJ0661
 EJ0661;                    North         East    Units  Estimated Accuracy
 EJ0661;SPC AR S     -   589,790.      331,560.      MT  (+/- 180 meters Scaled)
 EJ0661
 EJ0661                          SUPERSEDED SURVEY CONTROL
 EJ0661
 EJ0661  NGVD 29 (??/??/92)   97.612  (m)          320.25   (f) ADJ UNCH    2 0
 EJ0661
 EJ0661.Superseded values are not recommended for survey control.
 EJ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0661.See file dsdata.txt to determine how the superseded data were derived.
 EJ0661
 EJ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU235038(NAD 83)
 EJ0661_MARKER: DB = BENCH MARK DISK
 EJ0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0661_STAMPING: D-79 1935
 EJ0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0661+STABILITY: SURFACE MOTION
 EJ0661
 EJ0661  HISTORY     - Date     Condition        Report By
 EJ0661  HISTORY     - 1935     MONUMENTED       CGS
 EJ0661  HISTORY     - 1975     GOOD             USGS
 EJ0661
 EJ0661                          STATION DESCRIPTION
 EJ0661
 EJ0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0661'4.3 MI E FROM MALVERN.
 EJ0661'4.3 MILES EAST OF, ALONG MO.PAC.R.R. FROM STATION.  POST SET AT
 EJ0661'GIFFORD SIDING.  ABOUT 215 FEET SOUTHEAST OF GIFFORD MARKER.  95.5 FT.
 EJ0661'NORTHEAST OF TOM BELLS HOUSE.  43.6 FEET SOUTH OF CENTERLINE OF
 EJ0661'MISSOURI PACIFIC R.R.  7.4 FT. NORTH OF SOUTHWEST CORNER OF FENCE. 6.5
 EJ0661'FT. NORTH OF NORTH END OF WOODEN GATE.  2 FT. EAST OF NORTH-SOUTH
 EJ0661'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0661
 EJ0661                          STATION RECOVERY (1975)
 EJ0661
 EJ0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0661'NEW DESCRIPTION-- AT GIFFORD, IN SEC 17, T 4S, R 16 W. 43.6 FT SOUTH
 EJ0661'AND 84 FT EAST OF C/L GRADE X-ING, 39 FT. NORTH OF E-W RD, 1 FT NORTH
 EJ0661'OF NEW WITNESS POST AND PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1306 ***********************************************************************
 FF1306  DESIGNATION -  D 8
 FF1306  PID         -  FF1306
 FF1306  STATE/COUNTY-  AR/WHITE
 FF1306  USGS QUAD   -  LETONA (1962)
 FF1306
 FF1306                         *CURRENT SURVEY CONTROL
 FF1306  ___________________________________________________________________
 FF1306* NAD 83(1986)-  35 19 18.     (N)    091 49 50.     (W)     SCALED    
 FF1306* NAVD 88     -        82.324  (meters)     270.09   (feet)  ADJUSTED  
 FF1306  ___________________________________________________________________
 FF1306  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF1306  DYNAMIC HT  -          82.250 (meters)     269.85  (feet)  COMP
 FF1306  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 FF1306
 FF1306  VERT ORDER  -  FIRST     CLASS II
 FF1306
 FF1306.The horizontal coordinates were scaled from a topographic map and have
 FF1306.an estimated accuracy of +/- 6 seconds.
 FF1306
 FF1306.The orthometric height was determined by differential leveling
 FF1306.and adjusted by the National Geodetic Survey in June 1991..
 FF1306
 FF1306.The geoid height was determined by GEOID03.
 FF1306
 FF1306.The dynamic height is computed by dividing the NAVD 88
 FF1306.geopotential number by the normal gravity value computed on the
 FF1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1306.degrees latitude (g = 980.6199 gals.).
 FF1306
 FF1306.The modeled gravity was interpolated from observed gravity values.
 FF1306
 FF1306;                    North         East    Units  Estimated Accuracy
 FF1306;SPC AR N     -   109,660.      415,410.      MT  (+/- 180 meters Scaled)
 FF1306
 FF1306                          SUPERSEDED SURVEY CONTROL
 FF1306
 FF1306  NGVD 29 (??/??/??)   82.268  (m)          269.91   (f) ADJUSTED    1 2
 FF1306
 FF1306.Superseded values are not recommended for survey control.
 FF1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1306.See file dsdata.txt to determine how the superseded data were derived.
 FF1306
 FF1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV062093(NAD 83)
 FF1306_MARKER: DB = BENCH MARK DISK
 FF1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1306_STAMPING: D 8 1931
 FF1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1306+STABILITY: SURFACE MOTION
 FF1306
 FF1306  HISTORY     - Date     Condition        Report By
 FF1306  HISTORY     - 1931     MONUMENTED       CGS
 FF1306  HISTORY     - 1960     MARK NOT FOUND   CGS
 FF1306
 FF1306                          STATION DESCRIPTION
 FF1306
 FF1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1306'2.8 MI N FROM ARMSTRONG SPRINGS.
 FF1306'2.8 MILES NORTH ALONG THE MISSOURI AND ARKANSA RAILWAY FROM
 FF1306'ARMSTRONG SPRINGS, WHITE COUNTY, 8 FEET SOUTH OF MILEPOST 264,
 FF1306'AND 32.5 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 FF1306'DISK STAMPED D 8 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FF1306
 FF1306                          STATION RECOVERY (1960)
 FF1306
 FF1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FF1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0577 ***********************************************************************
 EJ0577  DESIGNATION -  D 80
 EJ0577  PID         -  EJ0577
 EJ0577  STATE/COUNTY-  AR/GRANT
 EJ0577  USGS QUAD   -  SHERIDAN (1984)
 EJ0577
 EJ0577                         *CURRENT SURVEY CONTROL
 EJ0577  ___________________________________________________________________
 EJ0577* NAD 83(1986)-  34 20 07.     (N)    092 25 13.     (W)     SCALED    
 EJ0577* NAVD 88     -        88.422  (meters)     290.10   (feet)  ADJUSTED  
 EJ0577  ___________________________________________________________________
 EJ0577  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0577  DYNAMIC HT  -          88.338 (meters)     289.82  (feet)  COMP
 EJ0577  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 EJ0577
 EJ0577  VERT ORDER  -  SECOND    CLASS 0
 EJ0577
 EJ0577.The horizontal coordinates were scaled from a topographic map and have
 EJ0577.an estimated accuracy of +/- 6 seconds.
 EJ0577
 EJ0577.The orthometric height was determined by differential leveling
 EJ0577.and adjusted by the National Geodetic Survey in June 1991..
 EJ0577
 EJ0577.The geoid height was determined by GEOID03.
 EJ0577
 EJ0577.The dynamic height is computed by dividing the NAVD 88
 EJ0577.geopotential number by the normal gravity value computed on the
 EJ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0577.degrees latitude (g = 980.6199 gals.).
 EJ0577
 EJ0577.The modeled gravity was interpolated from observed gravity values.
 EJ0577
 EJ0577;                    North         East    Units  Estimated Accuracy
 EJ0577;SPC AR S     -   585,150.      361,330.      MT  (+/- 180 meters Scaled)
 EJ0577
 EJ0577                          SUPERSEDED SURVEY CONTROL
 EJ0577
 EJ0577  NGVD 29 (??/??/92)   88.471  (m)          290.26   (f) ADJ UNCH    2 0
 EJ0577
 EJ0577.Superseded values are not recommended for survey control.
 EJ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0577.See file dsdata.txt to determine how the superseded data were derived.
 EJ0577
 EJ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT533994(NAD 83)
 EJ0577_MARKER: DB = BENCH MARK DISK
 EJ0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0577_STAMPING: D-80 1935
 EJ0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0577+STABILITY: SURFACE MOTION
 EJ0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0577+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 EJ0577
 EJ0577  HISTORY     - Date     Condition        Report By
 EJ0577  HISTORY     - 1935     MONUMENTED       CGS
 EJ0577  HISTORY     - 1960     POOR             USGS
 EJ0577  HISTORY     - 20050901 MARK NOT FOUND   ARHD
 EJ0577  HISTORY     - 20060413 GOOD             ARHD
 EJ0577
 EJ0577                          STATION DESCRIPTION
 EJ0577
 EJ0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0577'2.6 MI NW FROM SHERIDAN.
 EJ0577'ABOUT 2.6 MILES NORTHWEST OF, ALONG MO. PAC. R.R. FROM STATION POST
 EJ0577'SET AT RAILROAD CROSSING.  61.5 FT. WEST OF CENTERLINE OF FARM ROAD AT
 EJ0577'RAILROAD CROSSING.  48.2 FT. SOUTHWEST OF CENTERLINE OF MISSOURI
 EJ0577'PACIFIC R.R.  32.3 FT. NORTHWEST OF CENTERLINE OF FARM ROAD.  16.2 FT.
 EJ0577'SOUTHEAST OF 18-INCH IN DIAMETER OAK TREE.  4.1 FT. NORTH OF SOUTH
 EJ0577'CORNER OF FENCE.  1.2 FT. NORTHEAST OF FENCE PARALLELING RAILROAD.
 EJ0577'TABLET IN PRECAST CONCRETE POST.
 EJ0577
 EJ0577                          STATION RECOVERY (1960)
 EJ0577
 EJ0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0577'MARK RECOVERED IN POOR CONDITION.
 EJ0577
 EJ0577                          STATION RECOVERY (2005)
 EJ0577
 EJ0577'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 EJ0577'MARK NOT FOUND
 EJ0577
 EJ0577                          STATION RECOVERY (2006)
 EJ0577
 EJ0577'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MSK)
 EJ0577'MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0698 ***********************************************************************
 EJ0698  DESIGNATION -  D 81
 EJ0698  PID         -  EJ0698
 EJ0698  STATE/COUNTY-  AR/GRANT
 EJ0698  USGS QUAD   -  LEOLA (1984)
 EJ0698
 EJ0698                         *CURRENT SURVEY CONTROL
 EJ0698  ___________________________________________________________________
 EJ0698* NAD 83(1986)-  34 14 45.     (N)    092 36 58.     (W)     SCALED    
 EJ0698* NAVD 88     -        70.060  (meters)     229.86   (feet)  ADJUSTED  
 EJ0698  ___________________________________________________________________
 EJ0698  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EJ0698  DYNAMIC HT  -          69.992 (meters)     229.63  (feet)  COMP
 EJ0698  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 EJ0698
 EJ0698  VERT ORDER  -  SECOND    CLASS 0
 EJ0698
 EJ0698.The horizontal coordinates were scaled from a topographic map and have
 EJ0698.an estimated accuracy of +/- 6 seconds.
 EJ0698
 EJ0698.The orthometric height was determined by differential leveling
 EJ0698.and adjusted by the National Geodetic Survey in June 1991..
 EJ0698
 EJ0698.The geoid height was determined by GEOID03.
 EJ0698
 EJ0698.The dynamic height is computed by dividing the NAVD 88
 EJ0698.geopotential number by the normal gravity value computed on the
 EJ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0698.degrees latitude (g = 980.6199 gals.).
 EJ0698
 EJ0698.The modeled gravity was interpolated from observed gravity values.
 EJ0698
 EJ0698;                    North         East    Units  Estimated Accuracy
 EJ0698;SPC AR S     -   575,320.      343,250.      MT  (+/- 180 meters Scaled)
 EJ0698
 EJ0698                          SUPERSEDED SURVEY CONTROL
 EJ0698
 EJ0698  NGVD 29 (??/??/92)   70.090  (m)          229.95   (f) ADJ UNCH    2 0
 EJ0698
 EJ0698.Superseded values are not recommended for survey control.
 EJ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0698.See file dsdata.txt to determine how the superseded data were derived.
 EJ0698
 EJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT353894(NAD 83)
 EJ0698_MARKER: DB = BENCH MARK DISK
 EJ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0698_STAMPING: D-81 1935
 EJ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0698+STABILITY: SURFACE MOTION
 EJ0698
 EJ0698  HISTORY     - Date     Condition        Report By
 EJ0698  HISTORY     - 1935     MONUMENTED       CGS
 EJ0698
 EJ0698                          STATION DESCRIPTION
 EJ0698
 EJ0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0698'5.7 MI S FROM POYEN.
 EJ0698'5.7 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  MARK SET AT
 EJ0698'THIEL SIDING.  ABOUT 300 FEET NORTH OF RAILWAY WAITING ROOM.  ABOUT
 EJ0698'200 FEET NORTHEAST OF CENTERLINE OF STATE HWY. NO. 113 AT RAILROAD
 EJ0698'CROSSING.  68.4 FEET EAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EJ0698'PACIFIC R.R.  29.1 FEET WEST OF NORTHEAST CORNER OF FENCE.  1.1 FT.
 EJ0698'NORTH OF EAST-WEST FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1021 ***********************************************************************
 EH1021  DESIGNATION -  D 82
 EH1021  PID         -  EH1021
 EH1021  STATE/COUNTY-  AR/LEE
 EH1021  USGS QUAD   -  MARIANNA (1992)
 EH1021
 EH1021                         *CURRENT SURVEY CONTROL
 EH1021  ___________________________________________________________________
 EH1021* NAD 83(1986)-  34 52 02.     (N)    090 47 38.     (W)     SCALED    
 EH1021* NAVD 88     -        66.420  (meters)     217.91   (feet)  ADJUSTED  
 EH1021  ___________________________________________________________________
 EH1021  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1021  DYNAMIC HT  -          66.359 (meters)     217.71  (feet)  COMP
 EH1021  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 EH1021
 EH1021  VERT ORDER  -  SECOND    CLASS 0
 EH1021
 EH1021.The horizontal coordinates were scaled from a topographic map and have
 EH1021.an estimated accuracy of +/- 6 seconds.
 EH1021
 EH1021.The orthometric height was determined by differential leveling
 EH1021.and adjusted by the National Geodetic Survey in June 1991..
 EH1021
 EH1021.The geoid height was determined by GEOID03.
 EH1021
 EH1021.The dynamic height is computed by dividing the NAVD 88
 EH1021.geopotential number by the normal gravity value computed on the
 EH1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1021.degrees latitude (g = 980.6199 gals.).
 EH1021
 EH1021.The modeled gravity was interpolated from observed gravity values.
 EH1021
 EH1021;                    North         East    Units  Estimated Accuracy
 EH1021;SPC AR S     -   644,730.      510,280.      MT  (+/- 180 meters Scaled)
 EH1021
 EH1021                          SUPERSEDED SURVEY CONTROL
 EH1021
 EH1021  NGVD 29 (??/??/??)   66.418  (m)          217.91   (f) ADJUSTED    2 0
 EH1021
 EH1021.Superseded values are not recommended for survey control.
 EH1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1021.See file dsdata.txt to determine how the superseded data were derived.
 EH1021
 EH1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU016605(NAD 83)
 EH1021_MARKER: DB = BENCH MARK DISK
 EH1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1021_STAMPING: D-82 1935
 EH1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1021+STABILITY: SURFACE MOTION
 EH1021
 EH1021  HISTORY     - Date     Condition        Report By
 EH1021  HISTORY     - 1935     MONUMENTED       CGS
 EH1021  HISTORY     - 20030305 MARK NOT FOUND   USACE
 EH1021
 EH1021                          STATION DESCRIPTION
 EH1021
 EH1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1021'1.9 MI S FROM HAYNES.
 EH1021'ABOUT 2 MILES NORTH OF RAILROAD BRIDGE OVER LANGUILLE RIVER.  45.6
 EH1021'FEET SOUTH OF CENTERLINE OF EAST-WEST DIRT ROAD CROSSING.  33.5 FEET
 EH1021'EAST OF CENTERLINE OF MISSOURI PACIFIC R.R..  5.4 FEET SOUTH OF SIXTH
 EH1021'TELEGRAPH POLE NORTH OF M.P. 306.  PRECAST CONCRETE POST SET AT NORTH
 EH1021'END OF RAILROAD CUT THROUGH HILL.
 EH1021
 EH1021                          STATION RECOVERY (2003)
 EH1021
 EH1021'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1422 ***********************************************************************
 DK1422  DESIGNATION -  D 83
 DK1422  PID         -  DK1422
 DK1422  STATE/COUNTY-  AR/DREW
 DK1422  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1422
 DK1422                         *CURRENT SURVEY CONTROL
 DK1422  ___________________________________________________________________
 DK1422* NAD 83(1986)-  33 37 39.     (N)    091 45 42.     (W)     SCALED    
 DK1422* NAVD 88     -        88.206  (meters)     289.39   (feet)  ADJUSTED  
 DK1422  ___________________________________________________________________
 DK1422  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK1422  DYNAMIC HT  -          88.115 (meters)     289.09  (feet)  COMP
 DK1422  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 DK1422
 DK1422  VERT ORDER  -  SECOND    CLASS 0
 DK1422
 DK1422.The horizontal coordinates were scaled from a topographic map and have
 DK1422.an estimated accuracy of +/- 6 seconds.
 DK1422
 DK1422.The orthometric height was determined by differential leveling
 DK1422.and adjusted by the National Geodetic Survey in June 1991..
 DK1422
 DK1422.The geoid height was determined by GEOID03.
 DK1422
 DK1422.The dynamic height is computed by dividing the NAVD 88
 DK1422.geopotential number by the normal gravity value computed on the
 DK1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1422.degrees latitude (g = 980.6199 gals.).
 DK1422
 DK1422.The modeled gravity was interpolated from observed gravity values.
 DK1422
 DK1422;                    North         East    Units  Estimated Accuracy
 DK1422;SPC AR S     -   506,590.      422,110.      MT  (+/- 180 meters Scaled)
 DK1422
 DK1422                          SUPERSEDED SURVEY CONTROL
 DK1422
 DK1422  NGVD 29 (??/??/??)   88.309  (m)          289.73   (f) ADJUSTED    2 0
 DK1422
 DK1422.Superseded values are not recommended for survey control.
 DK1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1422.See file dsdata.txt to determine how the superseded data were derived.
 DK1422
 DK1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT148215(NAD 83)
 DK1422_MARKER: DB = BENCH MARK DISK
 DK1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1422_STAMPING: D 83 1935
 DK1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1422+STABILITY: SURFACE MOTION
 DK1422
 DK1422  HISTORY     - Date     Condition        Report By
 DK1422  HISTORY     - 1935     MONUMENTED       CGS
 DK1422  HISTORY     - 20060224 MARK NOT FOUND   ARHD
 DK1422
 DK1422                          STATION DESCRIPTION
 DK1422
 DK1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1422'1.3 MI E FROM MONTICELLO.
 DK1422'1.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1422'MONTICELLO, DREW COUNTY, 75 YARDS WEST OF MILEPOST 444, 146 YARDS WEST
 DK1422'OF THE MONTICELLO ONE MILE SIGNBOARD, 75 YARDS WEST OF A CONCRETE
 DK1422'CULVERT, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 5.5 FEET
 DK1422'WEST OF A POLE.  A STANDARD DISK, STAMPED D 83 1935 AND SET IN THE TOP
 DK1422'OF A CONCRETE POST.
 DK1422
 DK1422                          STATION RECOVERY (2006)
 DK1422
 DK1422'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DK1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1250 ***********************************************************************
 FF1250  DESIGNATION -  D 85
 FF1250  PID         -  FF1250
 FF1250  STATE/COUNTY-  AR/WOODRUFF
 FF1250  USGS QUAD   -  COTTON PLANT (1993)
 FF1250
 FF1250                         *CURRENT SURVEY CONTROL
 FF1250  ___________________________________________________________________
 FF1250* NAD 83(1986)-  35 00 16.     (N)    091 15 16.     (W)     SCALED    
 FF1250* NAVD 88     -        58.264  (meters)     191.15   (feet)  ADJUSTED  
 FF1250  ___________________________________________________________________
 FF1250  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FF1250  DYNAMIC HT  -          58.211 (meters)     190.98  (feet)  COMP
 FF1250  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FF1250
 FF1250  VERT ORDER  -  SECOND    CLASS 0
 FF1250
 FF1250.The horizontal coordinates were scaled from a topographic map and have
 FF1250.an estimated accuracy of +/- 6 seconds.
 FF1250
 FF1250.The orthometric height was determined by differential leveling
 FF1250.and adjusted by the National Geodetic Survey in June 1991..
 FF1250
 FF1250.The geoid height was determined by GEOID03.
 FF1250
 FF1250.The dynamic height is computed by dividing the NAVD 88
 FF1250.geopotential number by the normal gravity value computed on the
 FF1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1250.degrees latitude (g = 980.6199 gals.).
 FF1250
 FF1250.The modeled gravity was interpolated from observed gravity values.
 FF1250
 FF1250;                    North         East    Units  Estimated Accuracy
 FF1250;SPC AR N     -    74,710.      468,060.      MT  (+/- 180 meters Scaled)
 FF1250
 FF1250                          SUPERSEDED SURVEY CONTROL
 FF1250
 FF1250  NGVD 29 (??/??/??)   58.245  (m)          191.09   (f) ADJUSTED    2 0
 FF1250
 FF1250.Superseded values are not recommended for survey control.
 FF1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1250.See file dsdata.txt to determine how the superseded data were derived.
 FF1250
 FF1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU592749(NAD 83)
 FF1250_MARKER: DB = BENCH MARK DISK
 FF1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1250_STAMPING: D 85 1935
 FF1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1250+STABILITY: SURFACE MOTION
 FF1250
 FF1250  HISTORY     - Date     Condition        Report By
 FF1250  HISTORY     - 1935     MONUMENTED       CGS
 FF1250  HISTORY     - 20030528 MARK NOT FOUND   USACE
 FF1250
 FF1250                          STATION DESCRIPTION
 FF1250
 FF1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1250'AT COTTON PLANT.
 FF1250'AT COTTON PLANT, WOODRUFF COUNTY, IN THE NORTHWEST CORNER OF
 FF1250'THE COUNTY COURTHOUSE LOT, 51 FEET SOUTH OF THE CENTER OF THE
 FF1250'JUNCTION OF A SIDE STREET WITH MAIN STREET, 79 FEET NORTHWEST
 FF1250'OF THE NORTHWEST CORNER OF THE COURTHOUSE, AND 4 FEET SOUTH OF
 FF1250'THE CORNER OF THE IRON FENCE.  A STANDARD DISK, STAMPED D 85
 FF1250'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1250
 FF1250                          STATION RECOVERY (2003)
 FF1250
 FF1250'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0597 ***********************************************************************
 FF0597  DESIGNATION -  D 86
 FF0597  PID         -  FF0597
 FF0597  STATE/COUNTY-  AR/CROSS
 FF0597  USGS QUAD   -  PARKIN (1993)
 FF0597
 FF0597                         *CURRENT SURVEY CONTROL
 FF0597  ___________________________________________________________________
 FF0597* NAD 83(1986)-  35 15 36.     (N)    090 30 59.     (W)     SCALED    
 FF0597* NAVD 88     -        66.296  (meters)     217.51   (feet)  POSTED    
 FF0597  ___________________________________________________________________
 FF0597  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0597  DYNAMIC HT  -          66.240 (meters)     217.32  (feet)  COMP
 FF0597  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 FF0597
 FF0597  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0597
 FF0597.The horizontal coordinates were scaled from a topographic map and have
 FF0597.an estimated accuracy of +/- 6 seconds.
 FF0597
 FF0597.The orthometric height was determined by differential leveling
 FF0597.and adjusted by the National Geodetic Survey in 1992..
 FF0597.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0597.rate of 1.1 thru 2.0 mm/km.
 FF0597
 FF0597.The geoid height was determined by GEOID03.
 FF0597
 FF0597.The dynamic height is computed by dividing the NAVD 88
 FF0597.geopotential number by the normal gravity value computed on the
 FF0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0597.degrees latitude (g = 980.6199 gals.).
 FF0597
 FF0597.The modeled gravity was interpolated from observed gravity values.
 FF0597
 FF0597;                    North         East    Units  Estimated Accuracy
 FF0597;SPC AR N     -   103,820.      535,000.      MT  (+/- 180 meters Scaled)
 FF0597
 FF0597                          SUPERSEDED SURVEY CONTROL
 FF0597
 FF0597  NGVD 29 (??/??/??)   66.288  (m)          217.48   (f) ADJUSTED    2 0
 FF0597
 FF0597.Superseded values are not recommended for survey control.
 FF0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0597.See file dsdata.txt to determine how the superseded data were derived.
 FF0597
 FF0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV259047(NAD 83)
 FF0597_MARKER: DB = BENCH MARK DISK
 FF0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0597_STAMPING: D 86 1935
 FF0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0597+STABILITY: SURFACE MOTION
 FF0597
 FF0597  HISTORY     - Date     Condition        Report By
 FF0597  HISTORY     - 1935     MONUMENTED       CGS
 FF0597  HISTORY     - 20030512 MARK NOT FOUND   USACE
 FF0597
 FF0597                          STATION DESCRIPTION
 FF0597
 FF0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0597'2.2 MI E FROM PARKIN.
 FF0597'ABOUT 2.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0597'THE PUBLIC SCHOOL AT PARKIN, CROSS COUNTY, AT SMITHDALE, ABOUT
 FF0597'150 FEET WEST OF THE SWITCH STAND, 92 FEET SOUTHEAST OF THE
 FF0597'TWENTY-FIFTH POLE EAST OF MILEPOST 348, 48 FEET SOUTHEAST OF
 FF0597'THE STATION SIGNBOARD, 43.3 FEET SOUTH OF THE CENTER LINE OF THE
 FF0597'TRACK, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 FF0597'STANDARD DISK, STAMPED D 86 1935 AND SET IN THE TOP OF A
 FF0597'CONCRETE POST.
 FF0597
 FF0597                          STATION RECOVERY (2003)
 FF0597
 FF0597'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1405 ***********************************************************************
 FF1405  DESIGNATION -  D 87
 FF1405  PID         -  FF1405
 FF1405  STATE/COUNTY-  AR/PRAIRIE
 FF1405  USGS QUAD   -  JASMINE (1994)
 FF1405
 FF1405                         *CURRENT SURVEY CONTROL
 FF1405  ___________________________________________________________________
 FF1405* NAD 83(1986)-  35 00 29.     (N)    091 32 22.     (W)     SCALED    
 FF1405* NAVD 88     -        58.718  (meters)     192.64   (feet)  ADJUSTED  
 FF1405  ___________________________________________________________________
 FF1405  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FF1405  DYNAMIC HT  -          58.664 (meters)     192.47  (feet)  COMP
 FF1405  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 FF1405
 FF1405  VERT ORDER  -  FIRST     CLASS II
 FF1405
 FF1405.The horizontal coordinates were scaled from a topographic map and have
 FF1405.an estimated accuracy of +/- 6 seconds.
 FF1405
 FF1405.The orthometric height was determined by differential leveling
 FF1405.and adjusted by the National Geodetic Survey in June 1991..
 FF1405.WARNING-Repeat measurements at this control monument indicate possible
 FF1405.vertical movement.
 FF1405
 FF1405.The geoid height was determined by GEOID03.
 FF1405
 FF1405.The dynamic height is computed by dividing the NAVD 88
 FF1405.geopotential number by the normal gravity value computed on the
 FF1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1405.degrees latitude (g = 980.6199 gals.).
 FF1405
 FF1405.The modeled gravity was interpolated from observed gravity values.
 FF1405
 FF1405;                    North         East    Units  Estimated Accuracy
 FF1405;SPC AR S     -   659,800.      442,040.      MT  (+/- 180 meters Scaled)
 FF1405
 FF1405                          SUPERSEDED SURVEY CONTROL
 FF1405
 FF1405  NGVD 29 (??/??/??)   58.708  (m)          192.61   (f) ADJUSTED    1 2
 FF1405
 FF1405.Superseded values are not recommended for survey control.
 FF1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1405.See file dsdata.txt to determine how the superseded data were derived.
 FF1405
 FF1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU332749(NAD 83)
 FF1405_MARKER: DB = BENCH MARK DISK
 FF1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1405_STAMPING: D 87 1935
 FF1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1405+STABILITY: SURFACE MOTION
 FF1405
 FF1405  HISTORY     - Date     Condition        Report By
 FF1405  HISTORY     - 1935     MONUMENTED       CGS
 FF1405  HISTORY     - 1955     GOOD             CGS
 FF1405  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1405
 FF1405                          STATION DESCRIPTION
 FF1405
 FF1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1405'3.6 MI NW FROM DES ARC.
 FF1405'3.65 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1405'RAILROAD FROM THE STATION AT DES ARC, 0.15 MILE NORTHWEST OF
 FF1405'MILEPOST 17, AT A PRIVATE ROAD CROSSING, 33.6 FEET WEST OF A
 FF1405'FORKED OAK TREE, 31 FEET NORTHWEST OF THE CENTER LINE OF A ROAD,
 FF1405'21.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT NORTHWEST OF A
 FF1405'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FF1405'0.6 FOOT ABOVE THE GROUND.
 FF1405
 FF1405                          STATION RECOVERY (2003)
 FF1405
 FF1405'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0284 ***********************************************************************
 EK0284  DESIGNATION -  D 88
 EK0284  PID         -  EK0284
 EK0284  STATE/COUNTY-  AR/SEVIER
 EK0284  USGS QUAD   -  GENEVA (1966)
 EK0284
 EK0284                         *CURRENT SURVEY CONTROL
 EK0284  ___________________________________________________________________
 EK0284* NAD 83(1986)-  34 02 46.     (N)    094 11 58.     (W)     SCALED    
 EK0284* NAVD 88     -       107.978  (meters)     354.26   (feet)  ADJUSTED  
 EK0284  ___________________________________________________________________
 EK0284  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EK0284  DYNAMIC HT  -         107.868 (meters)     353.90  (feet)  COMP
 EK0284  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 EK0284
 EK0284  VERT ORDER  -  SECOND    CLASS 0
 EK0284
 EK0284.The horizontal coordinates were scaled from a topographic map and have
 EK0284.an estimated accuracy of +/- 6 seconds.
 EK0284
 EK0284.The orthometric height was determined by differential leveling
 EK0284.and adjusted by the National Geodetic Survey in June 1991..
 EK0284
 EK0284.The geoid height was determined by GEOID03.
 EK0284
 EK0284.The dynamic height is computed by dividing the NAVD 88
 EK0284.geopotential number by the normal gravity value computed on the
 EK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0284.degrees latitude (g = 980.6199 gals.).
 EK0284
 EK0284.The modeled gravity was interpolated from observed gravity values.
 EK0284
 EK0284;                    North         East    Units  Estimated Accuracy
 EK0284;SPC AR S     -   555,180.      196,950.      MT  (+/- 180 meters Scaled)
 EK0284
 EK0284                          SUPERSEDED SURVEY CONTROL
 EK0284
 EK0284  NGVD 29 (??/??/92)  107.953  (m)          354.18   (f) ADJ UNCH    2 0
 EK0284
 EK0284.Superseded values are not recommended for survey control.
 EK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0284.See file dsdata.txt to determine how the superseded data were derived.
 EK0284
 EK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT892679(NAD 83)
 EK0284_MARKER: DB = BENCH MARK DISK
 EK0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0284_STAMPING: D-88 1935
 EK0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0284+STABILITY: SURFACE MOTION
 EK0284
 EK0284  HISTORY     - Date     Condition        Report By
 EK0284  HISTORY     - 1935     MONUMENTED       CGS
 EK0284  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0284
 EK0284                          STATION DESCRIPTION
 EK0284
 EK0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0284'6.2 MI N FROM LOCKESBURG.
 EK0284'6.2 MILES NORTH OF, ALONG LOCKESBURG RD. FROM DEPOT.  AT JUNCTION
 EK0284'OF LOCKESBURG ROAD AND U.S. HWY. 70, 118 FEET NORTH OF INTERSECTION
 EK0284'OF CENTERLINES OF HIGHWAY AND ROAD, 40.5 FEET NORTHEAST OF
 EK0284'CENTERLINE OF A DIM ROAD NORTH, 34 FEET NORTHWEST OF HIGHWAY
 EK0284'CENTERLINE, 8 FEET NORTHEAST OF A BLAZED OAK TREE 1.7 FT. IN
 EK0284'DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0284
 EK0284                          STATION RECOVERY (1962)
 EK0284
 EK0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0211 ***********************************************************************
 EK0211  DESIGNATION -  D 89
 EK0211  PID         -  EK0211
 EK0211  STATE/COUNTY-  AR/POLK
 EK0211  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0211
 EK0211                         *CURRENT SURVEY CONTROL
 EK0211  ___________________________________________________________________
 EK0211* NAD 83(1986)-  34 21 49.     (N)    094 07 46.     (W)     SCALED    
 EK0211* NAVD 88     -       336.395  (meters)    1103.66   (feet)  ADJUSTED  
 EK0211  ___________________________________________________________________
 EK0211  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 EK0211  DYNAMIC HT  -         336.047 (meters)    1102.51  (feet)  COMP
 EK0211  MODELED GRAV-     979,590.2   (mgal)                       NAVD 88
 EK0211
 EK0211  VERT ORDER  -  SECOND    CLASS 0
 EK0211
 EK0211.The horizontal coordinates were scaled from a topographic map and have
 EK0211.an estimated accuracy of +/- 6 seconds.
 EK0211
 EK0211.The orthometric height was determined by differential leveling
 EK0211.and adjusted by the National Geodetic Survey in June 1991..
 EK0211
 EK0211.The geoid height was determined by GEOID03.
 EK0211
 EK0211.The dynamic height is computed by dividing the NAVD 88
 EK0211.geopotential number by the normal gravity value computed on the
 EK0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0211.degrees latitude (g = 980.6199 gals.).
 EK0211
 EK0211.The modeled gravity was interpolated from observed gravity values.
 EK0211
 EK0211;                    North         East    Units  Estimated Accuracy
 EK0211;SPC AR S     -   590,250.      204,140.      MT  (+/- 180 meters Scaled)
 EK0211
 EK0211                          SUPERSEDED SURVEY CONTROL
 EK0211
 EK0211  NGVD 29 (??/??/92)  336.339  (m)         1103.47   (f) ADJ UNCH    2 0
 EK0211
 EK0211.Superseded values are not recommended for survey control.
 EK0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0211.See file dsdata.txt to determine how the superseded data were derived.
 EK0211
 EK0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU961030(NAD 83)
 EK0211_MARKER: DB = BENCH MARK DISK
 EK0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0211_STAMPING: D-89 1935
 EK0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0211+STABILITY: SURFACE MOTION
 EK0211
 EK0211  HISTORY     - Date     Condition        Report By
 EK0211  HISTORY     - 1935     MONUMENTED       CGS
 EK0211  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0211  HISTORY     - 1983     MARK NOT FOUND   USGS
 EK0211
 EK0211                          STATION DESCRIPTION
 EK0211
 EK0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0211'2.9 MI E FROM HARTLEY.
 EK0211'2.9 MILES EAST OF, ALONG ATHENS-HARTLEY ROAD, FROM J.M. WATKINS
 EK0211'FARM HOUSE.  ABOUT 1.3 MILE WEST OF C.J. WATKINS FARMHOUSE,
 EK0211'ABOUT 1 MILE EAST OF A SADDLE IN RIDGE, 120 FEET SOUTHWEST OF
 EK0211'JUNCTION OF A DIM ROAD NORTH ON EAST SLOPE OF KNOLL, 18.5 FEET
 EK0211'SOUTHEAST OF ROAD CENTERLINE, 8 FEET NORTHEAST OF A BLAZED
 EK0211'OAK TREE 2.1 FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE
 EK0211'POST.
 EK0211
 EK0211                          STATION RECOVERY (1961)
 EK0211
 EK0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0211'MARK NOT FOUND.
 EK0211
 EK0211                          STATION RECOVERY (1983)
 EK0211
 EK0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EK0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0960 ***********************************************************************
 FF0960  DESIGNATION -  D 9
 FF0960  PID         -  FF0960
 FF0960  STATE/COUNTY-  AR/JACKSON
 FF0960  USGS QUAD   -  NEWPORT (1981)
 FF0960
 FF0960                         *CURRENT SURVEY CONTROL
 FF0960  ___________________________________________________________________
 FF0960* NAD 83(1986)-  35 36 21.     (N)    091 16 53.     (W)     SCALED    
 FF0960* NAVD 88     -        69.519  (meters)     228.08   (feet)  ADJUSTED  
 FF0960  ___________________________________________________________________
 FF0960  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF0960  DYNAMIC HT  -          69.459 (meters)     227.88  (feet)  COMP
 FF0960  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 FF0960
 FF0960  VERT ORDER  -  FIRST     CLASS II
 FF0960
 FF0960.The horizontal coordinates were scaled from a topographic map and have
 FF0960.an estimated accuracy of +/- 6 seconds.
 FF0960
 FF0960.The orthometric height was determined by differential leveling
 FF0960.and adjusted by the National Geodetic Survey in June 1991..
 FF0960
 FF0960.The geoid height was determined by GEOID03.
 FF0960
 FF0960.The dynamic height is computed by dividing the NAVD 88
 FF0960.geopotential number by the normal gravity value computed on the
 FF0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0960.degrees latitude (g = 980.6199 gals.).
 FF0960
 FF0960.The modeled gravity was interpolated from observed gravity values.
 FF0960
 FF0960;                    North         East    Units  Estimated Accuracy
 FF0960;SPC AR N     -   141,410.      465,110.      MT  (+/- 180 meters Scaled)
 FF0960
 FF0960                          SUPERSEDED SURVEY CONTROL
 FF0960
 FF0960  NGVD 29 (??/??/??)   69.455  (m)          227.87   (f) ADJUSTED    1 2
 FF0960
 FF0960.Superseded values are not recommended for survey control.
 FF0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0960.See file dsdata.txt to determine how the superseded data were derived.
 FF0960
 FF0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV556415(NAD 83)
 FF0960_MARKER: DB = BENCH MARK DISK
 FF0960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0960_SP_SET: BUILDING
 FF0960_STAMPING: 227.870 D 9 1931
 FF0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0960+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 FF0960
 FF0960  HISTORY     - Date     Condition        Report By
 FF0960  HISTORY     - 1931     MONUMENTED       CGS
 FF0960  HISTORY     - 1934     GOOD             CGS
 FF0960  HISTORY     - 1974     GOOD             NGS
 FF0960  HISTORY     - 20020921 GOOD             USACE
 FF0960
 FF0960                          STATION DESCRIPTION
 FF0960
 FF0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0960'AT NEWPORT.
 FF0960'AT NEWPORT, JACKSON COUNTY, IN THE SOUTHWEST OR FRONT WALL OF
 FF0960'THE POST OFFICE, 4 FEET NORTHWEST OF THE MAIN ENTRANCE, AND 5
 FF0960'FEET HIGHER THAN THE WALK.  A STANDARD DISK, STAMPED 227.870 D
 FF0960'9 1931 AND SET VERTICALLY.
 FF0960
 FF0960                          STATION RECOVERY (1934)
 FF0960
 FF0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0960'RECOVERED IN GOOD CONDITION.
 FF0960
 FF0960                          STATION RECOVERY (1974)
 FF0960
 FF0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0960'RECOVERED IN GOOD CONDITION.
 FF0960
 FF0960                          STATION RECOVERY (2002)
 FF0960
 FF0960'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0960'BUILDING IS NOW OLD POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0033 ***********************************************************************
 DL0033  DESIGNATION -  D 91
 DL0033  PID         -  DL0033
 DL0033  STATE/COUNTY-  AR/CALHOUN
 DL0033  USGS QUAD   -  HAMPTON (1985)
 DL0033
 DL0033                         *CURRENT SURVEY CONTROL
 DL0033  ___________________________________________________________________
 DL0033* NAD 83(1986)-  33 31 18.     (N)    092 23 19.     (W)     SCALED    
 DL0033* NAVD 88     -        66.832  (meters)     219.26   (feet)  ADJUSTED  
 DL0033  ___________________________________________________________________
 DL0033  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DL0033  DYNAMIC HT  -          66.763 (meters)     219.04  (feet)  COMP
 DL0033  MODELED GRAV-     979,597.9   (mgal)                       NAVD 88
 DL0033
 DL0033  VERT ORDER  -  SECOND    CLASS 0
 DL0033
 DL0033.The horizontal coordinates were scaled from a topographic map and have
 DL0033.an estimated accuracy of +/- 6 seconds.
 DL0033
 DL0033.The orthometric height was determined by differential leveling
 DL0033.and adjusted by the National Geodetic Survey in June 1991..
 DL0033
 DL0033.The geoid height was determined by GEOID03.
 DL0033
 DL0033.The dynamic height is computed by dividing the NAVD 88
 DL0033.geopotential number by the normal gravity value computed on the
 DL0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0033.degrees latitude (g = 980.6199 gals.).
 DL0033
 DL0033.The modeled gravity was interpolated from observed gravity values.
 DL0033
 DL0033;                    North         East    Units  Estimated Accuracy
 DL0033;SPC AR S     -   494,900.      363,900.      MT  (+/- 180 meters Scaled)
 DL0033
 DL0033                          SUPERSEDED SURVEY CONTROL
 DL0033
 DL0033  NGVD 29 (??/??/92)   66.885  (m)          219.44   (f) ADJ UNCH    2 0
 DL0033
 DL0033.Superseded values are not recommended for survey control.
 DL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0033.See file dsdata.txt to determine how the superseded data were derived.
 DL0033
 DL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT567092(NAD 83)
 DL0033_MARKER: DB = BENCH MARK DISK
 DL0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0033_STAMPING: D 91 1935
 DL0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0033+STABILITY: SURFACE MOTION
 DL0033
 DL0033  HISTORY     - Date     Condition        Report By
 DL0033  HISTORY     - 1935     MONUMENTED       CGS
 DL0033  HISTORY     - 1973     GOOD             USGS
 DL0033
 DL0033                          STATION DESCRIPTION
 DL0033
 DL0033'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DL0033'1.0 MI NE FROM HARRELL.
 DL0033'HARRELL, 1.0 MI. N.E. OF ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0033'R.R. FROM THE R.R. STATION.  IN THE N.E. QUARTER OF SECTION 12 T 14
 DL0033'S., R 13 W.  AT A DIRT RD. X-ING WITH THE R.R. 64.5 FT. E. ALONG RD.
 DL0033'FROM R.R. X-ING AND 20.5 FT. N. OF CENTERLINE OF RD. 49.0 FT. N.E.
 DL0033'ALONG TRACKS FROM RD. X-ING, AND 47.5 FT. S.E. (PERPENDICULAR) OF
 DL0033'CENTERLINE OF TRACKS.  1.0 FT. N. OF A WITNESS POST.  A STANDARD DISK,
 DL0033'STAMPED D 91 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0160 ***********************************************************************
 DL0160  DESIGNATION -  D 92
 DL0160  PID         -  DL0160
 DL0160  STATE/COUNTY-  AR/BRADLEY
 DL0160  USGS QUAD   -  HERMITAGE (1985)
 DL0160
 DL0160                         *CURRENT SURVEY CONTROL
 DL0160  ___________________________________________________________________
 DL0160* NAD 83(1986)-  33 23 01.     (N)    092 09 03.     (W)     SCALED    
 DL0160* NAVD 88     -        48.846  (meters)     160.26   (feet)  ADJUSTED  
 DL0160  ___________________________________________________________________
 DL0160  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DL0160  DYNAMIC HT  -          48.795 (meters)     160.09  (feet)  COMP
 DL0160  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 DL0160
 DL0160  VERT ORDER  -  SECOND    CLASS 0
 DL0160
 DL0160.The horizontal coordinates were scaled from a topographic map and have
 DL0160.an estimated accuracy of +/- 6 seconds.
 DL0160
 DL0160.The orthometric height was determined by differential leveling
 DL0160.and adjusted by the National Geodetic Survey in June 1991..
 DL0160
 DL0160.The geoid height was determined by GEOID03.
 DL0160
 DL0160.The dynamic height is computed by dividing the NAVD 88
 DL0160.geopotential number by the normal gravity value computed on the
 DL0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0160.degrees latitude (g = 980.6199 gals.).
 DL0160
 DL0160.The modeled gravity was interpolated from observed gravity values.
 DL0160
 DL0160;                    North         East    Units  Estimated Accuracy
 DL0160;SPC AR S     -   479,530.      385,970.      MT  (+/- 180 meters Scaled)
 DL0160
 DL0160                          SUPERSEDED SURVEY CONTROL
 DL0160
 DL0160  NGVD 29 (??/??/92)   48.920  (m)          160.50   (f) ADJ UNCH    2 0
 DL0160
 DL0160.Superseded values are not recommended for survey control.
 DL0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0160.See file dsdata.txt to determine how the superseded data were derived.
 DL0160
 DL0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS789941(NAD 83)
 DL0160_MARKER: DB = BENCH MARK DISK
 DL0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0160_STAMPING: D 92 1935
 DL0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0160+STABILITY: SURFACE MOTION
 DL0160
 DL0160  HISTORY     - Date     Condition        Report By
 DL0160  HISTORY     - 1935     MONUMENTED       CGS
 DL0160  HISTORY     - 1971     MARK NOT FOUND   USGS
 DL0160
 DL0160                          STATION DESCRIPTION
 DL0160
 DL0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0160'IN INGALLS.
 DL0160'AT INGALLS, BRADLEY COUNTY, 9.2 FEET NORTHWEST OF THE WEST CORNER OF
 DL0160'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 21.5 FEET
 DL0160'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 2.8 FEET NORTHWEST OF A
 DL0160'POLE.  A STANDARD DISK, STAMPED D 92 1935 AND SET IN THE TOP OF A
 DL0160'CONCRETE POST.
 DL0160
 DL0160                          STATION RECOVERY (1971)
 DL0160
 DL0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DL0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1263 ***********************************************************************
 FG1263  DESIGNATION -  D 93
 FG1263  PID         -  FG1263
 FG1263  STATE/COUNTY-  AR/JOHNSON
 FG1263  USGS QUAD   -  COAL HILL (1993)
 FG1263
 FG1263                         *CURRENT SURVEY CONTROL
 FG1263  ___________________________________________________________________
 FG1263* NAD 83(1986)-  35 26 25.     (N)    093 38 42.     (W)     SCALED    
 FG1263* NAVD 88     -       164.678  (meters)     540.28   (feet)  ADJUSTED  
 FG1263  ___________________________________________________________________
 FG1263  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1263  DYNAMIC HT  -         164.525 (meters)     539.78  (feet)  COMP
 FG1263  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FG1263
 FG1263  VERT ORDER  -  FIRST     CLASS II
 FG1263
 FG1263.The horizontal coordinates were scaled from a topographic map and have
 FG1263.an estimated accuracy of +/- 6 seconds.
 FG1263
 FG1263.The orthometric height was determined by differential leveling
 FG1263.and adjusted by the National Geodetic Survey in June 1991..
 FG1263.WARNING-Repeat measurements at this control monument indicate possible
 FG1263.vertical movement.
 FG1263
 FG1263.The geoid height was determined by GEOID03.
 FG1263
 FG1263.The dynamic height is computed by dividing the NAVD 88
 FG1263.geopotential number by the normal gravity value computed on the
 FG1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1263.degrees latitude (g = 980.6199 gals.).
 FG1263
 FG1263.The modeled gravity was interpolated from observed gravity values.
 FG1263
 FG1263;                    North         East    Units  Estimated Accuracy
 FG1263;SPC AR N     -   124,050.      250,660.      MT  (+/- 180 meters Scaled)
 FG1263
 FG1263                          SUPERSEDED SURVEY CONTROL
 FG1263
 FG1263  NGVD 29 (??/??/92)  164.658  (m)          540.22   (f) ADJ UNCH    1 2
 FG1263
 FG1263.Superseded values are not recommended for survey control.
 FG1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1263.See file dsdata.txt to determine how the superseded data were derived.
 FG1263
 FG1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV414220(NAD 83)
 FG1263_MARKER: DB = BENCH MARK DISK
 FG1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1263_STAMPING: D 93 1935
 FG1263_MARK LOGO: CGS   
 FG1263_PROJECTION: PROJECTING 6 CENTIMETERS
 FG1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1263+STABILITY: SURFACE MOTION
 FG1263
 FG1263  HISTORY     - Date     Condition        Report By
 FG1263  HISTORY     - 1935     MONUMENTED       CGS
 FG1263  HISTORY     - 1984     GOOD             NGS
 FG1263  HISTORY     - 1987     GOOD             USPSQD
 FG1263  HISTORY     - 1988     GOOD             USPSQD
 FG1263  HISTORY     - 1989     GOOD             USPSQD
 FG1263  HISTORY     - 1989     GOOD             USPSQD
 FG1263
 FG1263                          STATION DESCRIPTION
 FG1263
 FG1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1263'0.7 MI W FROM HARTMAN.
 FG1263'0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 FG1263'HARTMAN, JOHNSON COUNTY, 2.0 MILES NORTH ALONG A COUNTY ROAD LEADING
 FG1263'TO HUNT, 450 FEET SOUTHEAST OF THE WATT OWEN FARMHOUSE, 38 FEET NORTH
 FG1263'OF THE CENTERLINE OF THE ROAD, 16 FEET NORTH OF A SOUTHWEST FENCE
 FG1263'CORNER, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED D 93
 FG1263'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1263
 FG1263                          STATION RECOVERY (1984)
 FG1263
 FG1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1263'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.7 KM
 FG1263'(1.05 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN COAL
 FG1263'HILL, THENCE 0.5 KM (0.35 MI) NORTH ALONG STATE HIGHWAY 164, THENCE
 FG1263'0.9 KM (0.55 MI) EAST ALONG A BLACK TOPPED ROAD AT A FENCE CORNER,
 FG1263'10.97 METERS (36.0 FT) NORTH OF THE CENTER OF THE BLACK TOPPED ROAD,
 FG1263'3.65 METERS (12.0 FT) NORTH OF A RAILROAD TIE FENCE CORNER POST,
 FG1263'3.65 METERS (12.0 FT) NORTH OF THE EAST-WEST RIGHT-OF-WAY FENCE LINE,
 FG1263'AND 0.15 METERS (0.5 FT) WEST OF A NORTH-SOUTH FENCE LINE.
 FG1263'THE MARK IS 0.18 METERS  S FROM A WITNESS POST.
 FG1263'THE MARK IS 0.3 M ABOVE BLACK TOPPED ROAD.
 FG1263
 FG1263                          STATION RECOVERY (1987)
 FG1263
 FG1263'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1263'RECOVERED IN GOOD CONDITION.
 FG1263
 FG1263                          STATION RECOVERY (1988)
 FG1263
 FG1263'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1263'RECOVERED IN GOOD CONDITION.
 FG1263
 FG1263                          STATION RECOVERY (1989)
 FG1263
 FG1263'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1263'RECOVERED IN GOOD CONDITION.
 FG1263
 FG1263                          STATION RECOVERY (1989)
 FG1263
 FG1263'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1405 ***********************************************************************
 FG1405  DESIGNATION -  D 94
 FG1405  PID         -  FG1405
 FG1405  STATE/COUNTY-  AR/FRANKLIN
 FG1405  USGS QUAD   -  HUNT (1963)
 FG1405
 FG1405                         *CURRENT SURVEY CONTROL
 FG1405  ___________________________________________________________________
 FG1405* NAD 83(1986)-  35 31 16.     (N)    093 42 32.     (W)     SCALED    
 FG1405* NAVD 88     -       186.634  (meters)     612.32   (feet)  ADJUSTED  
 FG1405  ___________________________________________________________________
 FG1405  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FG1405  DYNAMIC HT  -         186.461 (meters)     611.75  (feet)  COMP
 FG1405  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 FG1405
 FG1405  VERT ORDER  -  SECOND    CLASS 0
 FG1405
 FG1405.The horizontal coordinates were scaled from a topographic map and have
 FG1405.an estimated accuracy of +/- 6 seconds.
 FG1405
 FG1405.The orthometric height was determined by differential leveling
 FG1405.and adjusted by the National Geodetic Survey in June 1991..
 FG1405
 FG1405.The geoid height was determined by GEOID03.
 FG1405
 FG1405.The dynamic height is computed by dividing the NAVD 88
 FG1405.geopotential number by the normal gravity value computed on the
 FG1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1405.degrees latitude (g = 980.6199 gals.).
 FG1405
 FG1405.The modeled gravity was interpolated from observed gravity values.
 FG1405
 FG1405;                    North         East    Units  Estimated Accuracy
 FG1405;SPC AR N     -   133,120.      245,010.      MT  (+/- 180 meters Scaled)
 FG1405
 FG1405                          SUPERSEDED SURVEY CONTROL
 FG1405
 FG1405  NGVD 29 (??/??/92)  186.584  (m)          612.15   (f) ADJ UNCH    2 0
 FG1405
 FG1405.Superseded values are not recommended for survey control.
 FG1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1405.See file dsdata.txt to determine how the superseded data were derived.
 FG1405
 FG1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV357310(NAD 83)
 FG1405_MARKER: DB = BENCH MARK DISK
 FG1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1405_STAMPING: D 94 1935
 FG1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1405+STABILITY: SURFACE MOTION
 FG1405
 FG1405  HISTORY     - Date     Condition        Report By
 FG1405  HISTORY     - 1935     MONUMENTED       CGS
 FG1405  HISTORY     - 1959     GOOD             NGS
 FG1405
 FG1405                          STATION DESCRIPTION
 FG1405
 FG1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1405'3.7 MI W FROM HUNT.
 FG1405'IN FRANKLIN COUNTY, 3.7 MILES WEST ALONG THE WIRE ROAD FROM THE WALTER
 FG1405'TEMPLE HOME AT HUNT, JOHNSON COUNTY, 110 FEET SOUTHEAST OF THE
 FG1405'SOUTHEAST CORNER OF THE ROY GREEN HOME, 87 FEET NORTHEAST OF THE
 FG1405'NORTHEAST CORNER OF THE PHILPOTT VALLEY CASH STORE, 31 FEET NORTH OF
 FG1405'THE CENTERLINE OF THE ROAD, 9 FEET NORTH OF A SOUTHWEST FENCE CORNER,
 FG1405'AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED D 94 1935 AND
 FG1405'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK RECOVERED AT THE
 FG1405'NORTHEAST ANGLE OF CROSSROADS AT THE HARDCASTLE STORE AND SERVICE
 FG1405'STATION, 9 FEET NORTH AND 6 FEET WEST OF THE FENCE CORNER.  IT IS ON
 FG1405'THE EDGE OF A LOW ROAD BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1484 ***********************************************************************
 FG1484  DESIGNATION -  D 95
 FG1484  PID         -  FG1484
 FG1484  STATE/COUNTY-  AR/JOHNSON
 FG1484  USGS QUAD   -  OARK (1973)
 FG1484
 FG1484                         *CURRENT SURVEY CONTROL
 FG1484  ___________________________________________________________________
 FG1484* NAD 83(1986)-  35 38 16.     (N)    093 37 20.     (W)     SCALED    
 FG1484* NAVD 88     -       536.639  (meters)    1760.62   (feet)  ADJUSTED  
 FG1484  ___________________________________________________________________
 FG1484  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FG1484  DYNAMIC HT  -         536.122 (meters)    1758.93  (feet)  COMP
 FG1484  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 FG1484
 FG1484  VERT ORDER  -  SECOND    CLASS 0
 FG1484
 FG1484.The horizontal coordinates were scaled from a topographic map and have
 FG1484.an estimated accuracy of +/- 6 seconds.
 FG1484
 FG1484.The orthometric height was determined by differential leveling
 FG1484.and adjusted by the National Geodetic Survey in June 1991..
 FG1484
 FG1484.The geoid height was determined by GEOID03.
 FG1484
 FG1484.The dynamic height is computed by dividing the NAVD 88
 FG1484.geopotential number by the normal gravity value computed on the
 FG1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1484.degrees latitude (g = 980.6199 gals.).
 FG1484
 FG1484.The modeled gravity was interpolated from observed gravity values.
 FG1484
 FG1484;                    North         East    Units  Estimated Accuracy
 FG1484;SPC AR N     -   145,930.      253,090.      MT  (+/- 180 meters Scaled)
 FG1484
 FG1484                          SUPERSEDED SURVEY CONTROL
 FG1484
 FG1484  NGVD 29 (??/??/92)  536.574  (m)         1760.41   (f) ADJ UNCH    2 0
 FG1484
 FG1484.Superseded values are not recommended for survey control.
 FG1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1484.See file dsdata.txt to determine how the superseded data were derived.
 FG1484
 FG1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV436439(NAD 83)
 FG1484_MARKER: DB = BENCH MARK DISK
 FG1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1484_STAMPING: D 95 1935
 FG1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1484+STABILITY: SURFACE MOTION
 FG1484
 FG1484  HISTORY     - Date     Condition        Report By
 FG1484  HISTORY     - 1935     MONUMENTED       CGS
 FG1484
 FG1484                          STATION DESCRIPTION
 FG1484
 FG1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1484'4.5 MI SE FROM YALE.
 FG1484'4.5 MILES SOUTHEAST ALONG THE YALE-BATSON ROAD FROM THE SCHOOL AT
 FG1484'YALE, JOHNSON COUNTY, 0.5 MILE NORTH OF A ROAD JUNCTION, 425 FEET
 FG1484'SOUTH OF THE EAST ST. CLAIR FARMHOUSE, 29 FEET EAST OF THE CENTERLINE
 FG1484'OF THE ROAD, 60 FEET SOUTHWEST OF AN APPLE TREE, AND 1 FOOT WEST OF A
 FG1484'FENCE.  A STANDARD DISK, STAMPED D 95 1935 AND SET IN THE TOP OF A
 FG1484'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0383 ***********************************************************************
 EJ0383  DESIGNATION -  D 96
 EJ0383  PID         -  EJ0383
 EJ0383  STATE/COUNTY-  AR/SALINE
 EJ0383  USGS QUAD   -  BRYANT (1987)
 EJ0383
 EJ0383                         *CURRENT SURVEY CONTROL
 EJ0383  ___________________________________________________________________
 EJ0383* NAD 83(1986)-  34 32 56.     (N)    092 26 52.     (W)     SCALED    
 EJ0383* NAVD 88     -        93.348  (meters)     306.26   (feet)  ADJUSTED  
 EJ0383  ___________________________________________________________________
 EJ0383  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EJ0383  DYNAMIC HT  -          93.259 (meters)     305.97  (feet)  COMP
 EJ0383  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EJ0383
 EJ0383  VERT ORDER  -  SECOND    CLASS 0
 EJ0383
 EJ0383.The horizontal coordinates were scaled from a topographic map and have
 EJ0383.an estimated accuracy of +/- 6 seconds.
 EJ0383
 EJ0383.The orthometric height was determined by differential leveling
 EJ0383.and adjusted by the National Geodetic Survey in June 1991..
 EJ0383
 EJ0383.The geoid height was determined by GEOID03.
 EJ0383
 EJ0383.The dynamic height is computed by dividing the NAVD 88
 EJ0383.geopotential number by the normal gravity value computed on the
 EJ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0383.degrees latitude (g = 980.6199 gals.).
 EJ0383
 EJ0383.The modeled gravity was interpolated from observed gravity values.
 EJ0383
 EJ0383;                    North         East    Units  Estimated Accuracy
 EJ0383;SPC AR S     -   608,860.      358,900.      MT  (+/- 180 meters Scaled)
 EJ0383
 EJ0383                          SUPERSEDED SURVEY CONTROL
 EJ0383
 EJ0383  NGVD 29 (??/??/92)   93.393  (m)          306.41   (f) ADJ UNCH    2 0
 EJ0383
 EJ0383.Superseded values are not recommended for survey control.
 EJ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0383.See file dsdata.txt to determine how the superseded data were derived.
 EJ0383
 EJ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU506231(NAD 83)
 EJ0383_MARKER: DB = BENCH MARK DISK
 EJ0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0383_SP_SET: BRIDGE
 EJ0383_STAMPING: D 96 1935
 EJ0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0383
 EJ0383  HISTORY     - Date     Condition        Report By
 EJ0383  HISTORY     - 1935     MONUMENTED       CGS
 EJ0383  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0383
 EJ0383                          STATION DESCRIPTION
 EJ0383
 EJ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0383'3.7 MI E FROM BAUXITE.
 EJ0383'3.7 MILES EAST ALONG THE BENTON ROAD FROM BAUXITE, SALINE COUNTY, 0.6
 EJ0383'MILE EAST OF THE INTERSECTION OF THE ALEXANDER-BELFAST ROAD, AT A
 EJ0383'STEEL BRIDGE OVER HURRICANE CREEK, IN THE TOP OF THE NORTHEAST
 EJ0383'CONCRETE WING WALL, 6.8 FEET SOUTHWEST OF THE NORTHEAST END, AND 10
 EJ0383'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D
 EJ0383'96 1935.
 EJ0383
 EJ0383                          STATION RECOVERY (1989)
 EJ0383
 EJ0383'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0094 ***********************************************************************
 EJ0094  DESIGNATION -  D 97
 EJ0094  PID         -  EJ0094
 EJ0094  STATE/COUNTY-  AR/PULASKI
 EJ0094  USGS QUAD   -  WOODSON (1987)
 EJ0094
 EJ0094                         *CURRENT SURVEY CONTROL
 EJ0094  ___________________________________________________________________
 EJ0094* NAD 83(1986)-  34 33 11.     (N)    092 12 31.     (W)     SCALED    
 EJ0094* NAVD 88     -        72.282  (meters)     237.15   (feet)  ADJUSTED  
 EJ0094  ___________________________________________________________________
 EJ0094  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EJ0094  DYNAMIC HT  -          72.213 (meters)     236.92  (feet)  COMP
 EJ0094  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 EJ0094
 EJ0094  VERT ORDER  -  FIRST     CLASS II
 EJ0094
 EJ0094.The horizontal coordinates were scaled from a topographic map and have
 EJ0094.an estimated accuracy of +/- 6 seconds.
 EJ0094
 EJ0094.The orthometric height was determined by differential leveling
 EJ0094.and adjusted by the National Geodetic Survey in June 1991..
 EJ0094
 EJ0094.The geoid height was determined by GEOID03.
 EJ0094
 EJ0094.The dynamic height is computed by dividing the NAVD 88
 EJ0094.geopotential number by the normal gravity value computed on the
 EJ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0094.degrees latitude (g = 980.6199 gals.).
 EJ0094
 EJ0094.The modeled gravity was interpolated from observed gravity values.
 EJ0094
 EJ0094;                    North         East    Units  Estimated Accuracy
 EJ0094;SPC AR S     -   609,250.      380,850.      MT  (+/- 180 meters Scaled)
 EJ0094
 EJ0094                          SUPERSEDED SURVEY CONTROL
 EJ0094
 EJ0094  NGVD 29 (??/??/92)   72.323  (m)          237.28   (f) ADJ UNCH    1 2
 EJ0094
 EJ0094.Superseded values are not recommended for survey control.
 EJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0094.See file dsdata.txt to determine how the superseded data were derived.
 EJ0094
 EJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU726237(NAD 83)
 EJ0094_MARKER: DB = BENCH MARK DISK
 EJ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0094_STAMPING: D 97 1935
 EJ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0094+STABILITY: SURFACE MOTION
 EJ0094
 EJ0094  HISTORY     - Date     Condition        Report By
 EJ0094  HISTORY     - 1935     MONUMENTED       CGS
 EJ0094  HISTORY     - 1937     GOOD             ARGS
 EJ0094  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0094  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0094  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0094
 EJ0094                          STATION DESCRIPTION
 EJ0094
 EJ0094'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0094'1.7 MI N FROM WOODSON.
 EJ0094'1.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0094'SIGN AT WOODSON, PULASKI COUNTY, 83 FEET SOUTHWEST OF POLE 361+6, 170
 EJ0094'FEET NORTH OF THE SOUTH END OF A CUT, 27.6 FEET WEST OF THE WEST RAIL,
 EJ0094'AND 5.4 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED D 97 1935 AND
 EJ0094'SET IN THE TOP OF A CONCRETE POST.
 EJ0094
 EJ0094                          STATION RECOVERY (1984)
 EJ0094
 EJ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0094'NOT SEARCHED FOR, INACCESSIBLE AT THIS TIME.
 EJ0094
 EJ0094                          STATION RECOVERY (1984)
 EJ0094
 EJ0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RPS)
 EJ0094'MARK NOT FOUND.
 EJ0094
 EJ0094                          STATION RECOVERY (1990)
 EJ0094
 EJ0094'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0911 ***********************************************************************
 EJ0911  DESIGNATION -  D 98
 EJ0911  PID         -  EJ0911
 EJ0911  STATE/COUNTY-  AR/SALINE
 EJ0911  USGS QUAD   -  HASKELL (1984)
 EJ0911
 EJ0911                         *CURRENT SURVEY CONTROL
 EJ0911  ___________________________________________________________________
 EJ0911* NAD 83(1986)-  34 36 59.     (N)    092 43 36.     (W)     SCALED    
 EJ0911* NAVD 88     -       119.477  (meters)     391.98   (feet)  ADJUSTED  
 EJ0911  ___________________________________________________________________
 EJ0911  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EJ0911  DYNAMIC HT  -         119.363 (meters)     391.61  (feet)  COMP
 EJ0911  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 EJ0911
 EJ0911  VERT ORDER  -  SECOND    CLASS 0
 EJ0911
 EJ0911.The horizontal coordinates were scaled from a topographic map and have
 EJ0911.an estimated accuracy of +/- 6 seconds.
 EJ0911
 EJ0911.The orthometric height was determined by differential leveling
 EJ0911.and adjusted by the National Geodetic Survey in June 1991..
 EJ0911
 EJ0911.The geoid height was determined by GEOID03.
 EJ0911
 EJ0911.The dynamic height is computed by dividing the NAVD 88
 EJ0911.geopotential number by the normal gravity value computed on the
 EJ0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0911.degrees latitude (g = 980.6199 gals.).
 EJ0911
 EJ0911.The modeled gravity was interpolated from observed gravity values.
 EJ0911
 EJ0911;                    North         East    Units  Estimated Accuracy
 EJ0911;SPC AR S     -   616,490.      333,360.      MT  (+/- 180 meters Scaled)
 EJ0911
 EJ0911                          SUPERSEDED SURVEY CONTROL
 EJ0911
 EJ0911  NGVD 29 (??/??/92)  119.493  (m)          392.04   (f) ADJ UNCH    2 0
 EJ0911
 EJ0911.Superseded values are not recommended for survey control.
 EJ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0911.See file dsdata.txt to determine how the superseded data were derived.
 EJ0911
 EJ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU250305(NAD 83)
 EJ0911_MARKER: DB = BENCH MARK DISK
 EJ0911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0911_SP_SET: BRIDGE
 EJ0911_STAMPING: D 98 1935
 EJ0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0911
 EJ0911  HISTORY     - Date     Condition        Report By
 EJ0911  HISTORY     - 1935     MONUMENTED       CGS
 EJ0911  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0911
 EJ0911                          STATION DESCRIPTION
 EJ0911
 EJ0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0911'11.5 MI NW FROM BENTON.
 EJ0911'11.5 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE MISSOURI PACIFIC
 EJ0911'RAILROAD STATION AT BENTON, SALINE COUNTY, 3.0 MILES EAST OF THE
 EJ0911'JUNCTION OF STATE HIGHWAY 9, AT THE STEEL HIGHWAY BRIDGE OVER BIG
 EJ0911'CREEK, IN THE TOP OF THE SOUTHWEST CONCRETE RETAINING WALL, 1.4 FEET
 EJ0911'NORTHWEST OF THE SOUTHEAST END, AND 15 FEET SOUTHEAST OF THE
 EJ0911'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 98 1935.
 EJ0911
 EJ0911                          STATION RECOVERY (1998)
 EJ0911
 EJ0911'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0229 ***********************************************************************
 EJ0229  DESIGNATION -  D 99
 EJ0229  PID         -  EJ0229
 EJ0229  STATE/COUNTY-  AR/SALINE
 EJ0229  USGS QUAD   -  CONGO (1984)
 EJ0229
 EJ0229                         *CURRENT SURVEY CONTROL
 EJ0229  ___________________________________________________________________
 EJ0229* NAD 83(1986)-  34 38 33.     (N)    092 30 15.     (W)     SCALED    
 EJ0229* NAVD 88     -       167.971  (meters)     551.08   (feet)  ADJUSTED  
 EJ0229  ___________________________________________________________________
 EJ0229  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EJ0229  DYNAMIC HT  -         167.813 (meters)     550.57  (feet)  COMP
 EJ0229  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 EJ0229
 EJ0229  VERT ORDER  -  SECOND    CLASS 0
 EJ0229
 EJ0229.The horizontal coordinates were scaled from a topographic map and have
 EJ0229.an estimated accuracy of +/- 6 seconds.
 EJ0229
 EJ0229.The orthometric height was determined by differential leveling
 EJ0229.and adjusted by the National Geodetic Survey in June 1991..
 EJ0229
 EJ0229.The geoid height was determined by GEOID03.
 EJ0229
 EJ0229.The dynamic height is computed by dividing the NAVD 88
 EJ0229.geopotential number by the normal gravity value computed on the
 EJ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0229.degrees latitude (g = 980.6199 gals.).
 EJ0229
 EJ0229.The modeled gravity was interpolated from observed gravity values.
 EJ0229
 EJ0229;                    North         East    Units  Estimated Accuracy
 EJ0229;SPC AR S     -   619,260.      353,780.      MT  (+/- 180 meters Scaled)
 EJ0229
 EJ0229                          SUPERSEDED SURVEY CONTROL
 EJ0229
 EJ0229  NGVD 29 (??/??/92)  168.008  (m)          551.21   (f) ADJ UNCH    2 0
 EJ0229
 EJ0229.Superseded values are not recommended for survey control.
 EJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0229.See file dsdata.txt to determine how the superseded data were derived.
 EJ0229
 EJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU454335(NAD 83)
 EJ0229_MARKER: DB = BENCH MARK DISK
 EJ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0229_STAMPING: D 99 1935
 EJ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0229+STABILITY: SURFACE MOTION
 EJ0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0229+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 EJ0229
 EJ0229  HISTORY     - Date     Condition        Report By
 EJ0229  HISTORY     - 1935     MONUMENTED       CGS
 EJ0229  HISTORY     - 1976     GOOD             USGS
 EJ0229  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0229  HISTORY     - 20000911 GOOD             LOCSUR
 EJ0229
 EJ0229                          STATION DESCRIPTION
 EJ0229
 EJ0229'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 EJ0229'2.5 MI NW FROM COLLEGEVILLE.
 EJ0229'BENCH MARK IS REDESCRIBED AS FOLLOWS-- COLLEGEVILLE, 0.4 MI. N. AND
 EJ0229'1.9 MI W. OF, ABOUT 2150 FT. W. OF APPROX. COR. OF SECS. 9, 10, 15,
 EJ0229'AND 16, T. 1 S., R. 14 W., 28 FT S. AND 8 FT. E. OF RD. AT DRIVE S.,
 EJ0229'3.5 FT. N. AND 1.5 FT. W. OF A 14 INCH DIA. CEDAR TREE, IN A CONC.
 EJ0229'POST.  STANDARD USC AND GS TABLET STAMPED D 99 1935.
 EJ0229
 EJ0229                          STATION RECOVERY (1990)
 EJ0229
 EJ0229'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0229'MARK NOT FOUND.
 EJ0229
 EJ0229                          STATION RECOVERY (2000)
 EJ0229
 EJ0229'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DMB)
 EJ0229'IN BRYANT AR., AT I-30 AND REYNOLDS RD. TRAVEL NORTH 0.25 MILE TO
 EJ0229'HWY.5 TRAVEL E-NE ON HWY 5 1.60 MILE TO SE CORNER MEMORIAL GARDEN CEM.
 EJ0229'TRAVE NORTH ON HILLDALE RD 0.30 MILE TO A T INTERSECTION TRAVEL WEST
 EJ0229'ON HILLTOP RD 1.65 MILE AND THE STATION ON THE LEFT. STATION IS IN A
 EJ0229'ROSE BUSH IN YARD ON MR. BARTLETT, 2809 HILLTOP RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1845 ***********************************************************************
 FG1845  DESIGNATION -  DACUS
 FG1845  PID         -  FG1845
 FG1845  STATE/COUNTY-  AR/YELL
 FG1845  USGS QUAD   -  DARDANELLE (1993)
 FG1845
 FG1845                         *CURRENT SURVEY CONTROL
 FG1845  ___________________________________________________________________
 FG1845* NAD 83(1997)-  35 07 56.61586(N)    093 14 31.33440(W)     ADJUSTED  
 FG1845* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 FG1845  ___________________________________________________________________
 FG1845  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 FG1845  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 FG1845
 FG1845  HORZ ORDER  -  FIRST
 FG1845
 FG1845.The horizontal coordinates were established by classical geodetic methods
 FG1845.and adjusted by the National Geodetic Survey in September 1999..
 FG1845
 FG1845.The orthometric height was scaled from a topographic map.
 FG1845
 FG1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1845
 FG1845.The geoid height was determined by GEOID03.
 FG1845
 FG1845;                    North         East     Units Scale Factor Converg.
 FG1845;SPC AR N     -    89,362.944   286,806.370   MT  0.99996683   -0 43 21.9
 FG1845;SPC AR N     -   293,184.93    940,963.90   sFT  0.99996683   -0 43 21.9
 FG1845;UTM  15      - 3,887,751.940   477,949.304   MT  0.99960599   -0 08 21.4
 FG1845
 FG1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1845!SPC AR N     -   0.99998420  x   0.99996683  =   0.99995103
 FG1845!UTM  15      -   0.99998420  x   0.99960599  =   0.99959019
 FG1845
 FG1845:                Primary Azimuth Mark                     Grid Az
 FG1845:SPC AR N     -  DACUS AZ MK                              014 44 15.9
 FG1845:UTM  15      -  DACUS AZ MK                              014 09 15.4
 FG1845
 FG1845|---------------------------------------------------------------------|
 FG1845| PID    Reference Object                     Distance      Geod. Az  |
 FG1845|                                                           dddmmss.s |
 FG1845| CI0695 DACUS AZ MK                                        0140054.0 |
 FG1845| CI0696 DACUS RM 1                           20.645 METERS 02041     |
 FG1845| CI0697 DACUS RM 2                           23.969 METERS 30733     |
 FG1845|---------------------------------------------------------------------|
 FG1845
 FG1845                          SUPERSEDED SURVEY CONTROL
 FG1845
 FG1845  NAD 83(1986)-  35 07 56.62804(N)    093 14 31.32989(W) AD(       ) 1
 FG1845  NAD 27      -  35 07 56.31200(N)    093 14 30.68800(W) AD(       ) 1
 FG1845
 FG1845.Superseded values are not recommended for survey control.
 FG1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1845.See file dsdata.txt to determine how the superseded data were derived.
 FG1845
 FG1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7794987752(NAD 83)
 FG1845_MARKER: DS = TRIANGULATION STATION DISK
 FG1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1845
 FG1845  HISTORY     - Date     Condition        Report By
 FG1845  HISTORY     - 1940     MONUMENTED       CGS
 FG1845  HISTORY     - 1972     GOOD             NGS
 FG1845
 FG1845                          STATION DESCRIPTION
 FG1845
 FG1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1845'STATION IS LOCATED ABOUT 4.5 MILES WNW OF CENTERVILLE, ON
 FG1845'LAND OWNED AND OCCUPIED BY C.B. DACUS.  IT IS ON A LOW, OAK
 FG1845'TIMBERED, KNOLL.
 FG1845'
 FG1845'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1845'BRONZE DISKS SET IN CONCRETE.
 FG1845'
 FG1845'STATION MARK IS STAMPED DACUS 1940 AND PROJECTS 4 INCHES.
 FG1845'IT IS 7 FEET E OF A WHITE REFERENCE POST, 30 FEET N OF A
 FG1845'6-INCH OAK TREE, 40 FEET E OF A 6-INCH OAK TREE, AND 40 FEET
 FG1845'S OF A 10-INCH HICKORY TREE.
 FG1845'
 FG1845'REFERENCE MARK NO.1 IS STAMPED DACUS NO.1 1940 AND PROJECTS
 FG1845'6 INCHES.  IT IS 18 FEET NW OF A 10-INCH HICKORY TREE AND ABOUT 3
 FG1845'FEET LOWER THAN THE STATION.
 FG1845'
 FG1845'REFERENCE MARK NO.2 IS STAMPED, DACUS NO.2 1940 AND PROJECTS
 FG1845'4 INCHES.  IT IS 6 FEET E OF A 6-INCH HICKORY TREE AND ABOUT
 FG1845'3 FEET LOWER THAN THE STATION.
 FG1845'
 FG1845'AZIMUTH MARK IS STAMPED, DACUS 1940 AND PROJECTS 6 INCHES.
 FG1845'IT IS 3.8 FEET N OF A WHITE REFERENCE POST, 14.7 FEET E OF
 FG1845'THE CENTER OF A FARM ROAD, 1 FOOT W OF A WIRE FENCE AND 125
 FG1845'FEET NE OF MR. DACUS HOUSE.
 FG1845'
 FG1845'TO REACH STATION FROM CENTERVILLE, GO W ON GRADED ROAD 4.25
 FG1845'MILES TO A T-ROAD RIGHT, (N), TURN RIGHT AND FOLLOW MAIN
 FG1845'ROAD 1.75 MILES TO A ROAD LEFT AND A SIGN, CHICHALAH 4-1/2 MILES,
 FG1845'TURN SHARP LEFT AND GO 0.3 MILE TO A FARM LAND LEFT, TURN LEFT
 FG1845'AND GO 0.1 MILE TO MR. DACUS HOUSE ON THE RIGHT AND THE AZIMUTH
 FG1845'MARK ON THE LEFT, TURN LEFT PASSING THROUGH WIRE GATE AND GO
 FG1845'0.1 MILE ALONG W SIDE OF WOODS TO A WIRE GATE, TURN RIGHT
 FG1845'THROUGH WIRE GATE AND FOLLOW TRACKS 0.05 MILE TO A LARGE
 FG1845'TRIANGLE-BLAZED OAK TREE AND STATION.
 FG1845'
 FG1845'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 FG1845
 FG1845                          STATION RECOVERY (1972)
 FG1845
 FG1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1845'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 FG1845'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING
 FG1845'IS A NEW DESCRIPTION OF THE ROUTE TO REACH THE STATION.  THE
 FG1845'DESCRIPTION OF THE MARKS ARE ADEQUATE FOR RECOVERY.
 FG1845'
 FG1845'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FG1845'154 AND 7 IN CENTERVILLE, GO WEST ON HIGHWAY 154 FOR 4.25 MILES
 FG1845'TO THE JUNCTION WITH STATE HIGHWAY 28 IN THE VILLAGE OF MOUNT
 FG1845'GEORGE.  TURN RIGHT AND GO NORTHERLY ON HIGHWAY 28 FOR 1.7 MILES
 FG1845'TO A SIDE ROAD SHARP LEFT AND A SIGN DACUS.  TURN SHARP LEFT
 FG1845'AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD ON
 FG1845'THE LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 FG1845'0.1 MILE TO THE DACUS HOUSE ON THE RIGHT AND THE AZIMUTH
 FG1845'MARK ON THE LEFT.  PASS TO THE SOUTH OF THE HOUSE AND GO
 FG1845'SOUTHWESTERLY ACROSS AN OPEN FIELD FOR 0.15 MILE TO THE NORTH
 FG1845'EDGE OF TIMBER LINE AND THE END OF TRUCK TRAVEL.  PACK SOUTH
 FG1845'ABOUT 150 YARDS TO THE TOP OF THE RIDGE AND THE
 FG1845'STATION.
 FG1845'
 FG1845'A WITNESS POST WAS SET 3 FEET SOUTH OF THE STATION MARK.
 FG1845'
 FG1845'A WITNESS POST WAS SET 2 FEET WEST OF THE AZIMUTH MARK AND
 FG1845'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE INSTEAD OF
 FG1845'1 FOOT WEST AS MENTIONED IN THE 1940 DESCRIPTION.
 FG1845'
 FG1845'THIS STATION WAS NOT OCCUPIED THIS DATE.
 FG1845'
 FG1845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES
 FG1845'WEST-NORTHWEST OF CENTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2015 ***********************************************************************
 EJ2015  DESIGNATION -  DAISY
 EJ2015  PID         -  EJ2015
 EJ2015  STATE/COUNTY-  AR/PIKE
 EJ2015  USGS QUAD   -  NARROWS DAM (1969)
 EJ2015
 EJ2015                         *CURRENT SURVEY CONTROL
 EJ2015  ___________________________________________________________________
 EJ2015* NAD 83(1997)-  34 14 32.03003(N)    093 43 38.36876(W)     ADJUSTED  
 EJ2015* NAVD 88     -       199.55   (+/-2cm)     654.7    (feet)  VERTCON   
 EJ2015  ___________________________________________________________________
 EJ2015  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 EJ2015  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EJ2015
 EJ2015  HORZ ORDER  -  THIRD
 EJ2015  VERT ORDER  -  THIRD ? (See Below)
 EJ2015
 EJ2015.The horizontal coordinates were established by classical geodetic methods
 EJ2015.and adjusted by the National Geodetic Survey in September 1999..
 EJ2015
 EJ2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2015.The vertical order pertains to the NGVD 29 superseded value.
 EJ2015
 EJ2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2015
 EJ2015.The geoid height was determined by GEOID03.
 EJ2015
 EJ2015;                    North         East     Units Scale Factor Converg.
 EJ2015;SPC AR S     -   576,092.313   240,895.350   MT  0.99992502   -0 58 00.4
 EJ2015;SPC AR S     - 1,890,062.86    790,337.49   sFT  0.99992502   -0 58 00.4
 EJ2015;UTM  15      - 3,789,253.764   433,023.732   MT  0.99965529   -0 24 33.4
 EJ2015
 EJ2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2015!SPC AR S     -   0.99997303  x   0.99992502  =   0.99989805
 EJ2015!UTM  15      -   0.99997303  x   0.99965529  =   0.99962832
 EJ2015
 EJ2015:                Primary Azimuth Mark                     Grid Az
 EJ2015:SPC AR S     -  DAISY AZ MK                              075 45 56.8
 EJ2015:UTM  15      -  DAISY AZ MK                              075 12 29.8
 EJ2015
 EJ2015|---------------------------------------------------------------------|
 EJ2015| PID    Reference Object                     Distance      Geod. Az  |
 EJ2015|                                                           dddmmss.s |
 EJ2015| CX5682 DAISY AZ MK                                        0744756.4 |
 EJ2015| EJ1351 X 59                                 46.524 METERS 09525     |
 EJ2015| CX5683 DAISY RM 2                           22.640 METERS 15845     |
 EJ2015|---------------------------------------------------------------------|
 EJ2015
 EJ2015                          SUPERSEDED SURVEY CONTROL
 EJ2015
 EJ2015  NAD 83(1997)-  34 14 32.03740(N)    093 43 38.36402(W) AD(       ) 3
 EJ2015  NAD 83(1986)-  34 14 32.03925(N)    093 43 38.36089(W) AD(       ) 3
 EJ2015  NAD 27      -  34 14 31.65920(N)    093 43 37.68180(W) AD(       ) 3
 EJ2015  NGVD 29 (07/19/86)  199.52   (m)          654.6    (f) LEVELING    3  
 EJ2015
 EJ2015.Superseded values are not recommended for survey control.
 EJ2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2015.See file dsdata.txt to determine how the superseded data were derived.
 EJ2015
 EJ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3302489254(NAD 83)
 EJ2015_MARKER: DS = TRIANGULATION STATION DISK
 EJ2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2015
 EJ2015  HISTORY     - Date     Condition        Report By
 EJ2015  HISTORY     - 1957     MONUMENTED       CGS
 EJ2015  HISTORY     - 1962     GOOD             CGS
 EJ2015
 EJ2015                          STATION DESCRIPTION
 EJ2015
 EJ2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2015'THE STATION IS ABOUT 5 MILES WEST-SOUTHWEST OF KIRBY, 0.9
 EJ2015'MILE EAST-NORTHEAST OF DAISY ON THE RIGHT-OF-WAY OF U.S.
 EJ2015'HIGHWAY 70.  THE STATION MARK IS 87 FEET SOUTHWEST OF THE
 EJ2015'SOUTHWEST CORNER OF A HOUSE, 40 FEET NORTH OF THE CENTER
 EJ2015'OF U.S. HIGHWAY 70, 21 FEET SOUTHWEST OF A FENCE CORNER
 EJ2015'AND 2-1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 EJ2015'SET FLUSH AND IS STAMPED DAISY 1957.
 EJ2015'
 EJ2015'A U.S. COAST AND GEODETIC SURVEY BENCH MARK SET IN THE TOP
 EJ2015'OF A CONCRETE POST THAT IS 5 INCHES SQUARE AT THE TOP WAS
 EJ2015'USED FOR REFERENCE MARK NO. 1.  IT IS 33 FEET SOUTH OF THE
 EJ2015'CENTER OF U.S. HIGHWAY 70, 16 FEET WEST OF A FENCE CORNER
 EJ2015'AND 7-1/2 FEET NORTH OF A YARD FENCE.  THE CONCRETE POST
 EJ2015'PROJECTS 14 INCHES AND THE DISK IS STAMPED X 59 1934.
 EJ2015'
 EJ2015'REFERENCE MARK NO. 2 IS 55 FEET WEST OF THE CENTER OF A
 EJ2015'DRIVE WAY, 34 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70
 EJ2015'AND 6 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET
 EJ2015'FLUSH AND IS STAMPED DAISY NO 2 1957.
 EJ2015'
 EJ2015'THE AZIMUTH MARK IS 38 FEET SOUTHEAST OF THE CENTER OF U.S.
 EJ2015'HIGHWAY 70 AND 1-1/2 FEET WEST-SOUTHWEST OF A CONCRETE
 EJ2015'RIGHT-OF-WAY POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 EJ2015'DAISY 1957.
 EJ2015'
 EJ2015'TO REACH THE STATION FROM THE POST OFFICE IN DAISY GO
 EJ2015'EAST-NORTHEAST ON U.S. HIGHWAY 70 FOR 0.9 MILE TO THE STATION
 EJ2015'AS DESCRIBED.
 EJ2015'
 EJ2015'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST-NORTHEAST
 EJ2015'ON U.S. HIGHWAY 70 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 EJ2015'RIGHT.
 EJ2015
 EJ2015                          STATION RECOVERY (1962)
 EJ2015
 EJ2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ2015'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 EJ2015'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE
 EJ2015'STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0827 ***********************************************************************
 EK0827  DESIGNATION -  DALLAS
 EK0827  PID         -  EK0827
 EK0827  STATE/COUNTY-  AR/POLK
 EK0827  USGS QUAD   -  MENA (1975)
 EK0827
 EK0827                         *CURRENT SURVEY CONTROL
 EK0827  ___________________________________________________________________
 EK0827* NAD 83(1997)-  34 33 11.87536(N)    094 12 14.58740(W)     ADJUSTED  
 EK0827* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 EK0827  ___________________________________________________________________
 EK0827  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 EK0827  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 EK0827
 EK0827  HORZ ORDER  -  FIRST
 EK0827
 EK0827.The horizontal coordinates were established by classical geodetic methods
 EK0827.and adjusted by the National Geodetic Survey in September 1999..
 EK0827
 EK0827.The orthometric height was scaled from a topographic map.
 EK0827
 EK0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0827
 EK0827.The geoid height was determined by GEOID03.
 EK0827
 EK0827;                    North         East     Units Scale Factor Converg.
 EK0827;SPC AR S     -   611,432.065   197,732.659   MT  0.99995937   -1 14 00.9
 EK0827;SPC AR S     - 2,006,006.70    648,727.90   sFT  0.99995937   -1 14 00.9
 EK0827;UTM  15      - 3,824,165.804   389,531.584   MT  0.99975041   -0 40 58.7
 EK0827
 EK0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0827!SPC AR S     -   0.99995257  x   0.99995937  =   0.99991194
 EK0827!UTM  15      -   0.99995257  x   0.99975041  =   0.99970299
 EK0827
 EK0827|---------------------------------------------------------------------|
 EK0827| PID    Reference Object                     Distance      Geod. Az  |
 EK0827|                                                           dddmmss.s |
 EK0827| CX5691 DALLAS RM 1                          15.140 METERS 12535     |
 EK0827| CX5692 DALLAS RM 2                          18.160 METERS 22208     |
 EK0827| CX5690 DALLAS AZ MK                                       3441933.0 |
 EK0827|---------------------------------------------------------------------|
 EK0827
 EK0827                          SUPERSEDED SURVEY CONTROL
 EK0827
 EK0827  NAD 83(1997)-  34 33 11.87917(N)    094 12 14.58584(W) AD(       ) 1
 EK0827  NAD 83(1986)-  34 33 11.88145(N)    094 12 14.58053(W) AD(       ) 1
 EK0827  NAD 27      -  34 33 11.49700(N)    094 12 13.82900(W) AD(       ) 1
 EK0827
 EK0827.Superseded values are not recommended for survey control.
 EK0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0827.See file dsdata.txt to determine how the superseded data were derived.
 EK0827
 EK0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8953224166(NAD 83)
 EK0827_MARKER: DS = TRIANGULATION STATION DISK
 EK0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0827
 EK0827  HISTORY     - Date     Condition        Report By
 EK0827  HISTORY     - 1952     MONUMENTED       CGS
 EK0827  HISTORY     - 1961     GOOD             CGS
 EK0827  HISTORY     - 1973     MARK NOT FOUND   ARHD
 EK0827
 EK0827                          STATION DESCRIPTION
 EK0827
 EK0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0827'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF MENA.  IT
 EK0827'IS 49 FEET NORTH OF A FENCE AND 26 FEET NORTHWEST OF THE
 EK0827'SOUTHWEST CORNER OF A TOOLSHED.  THE MARK IS SET FLUSH WITH
 EK0827'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED DALLAS
 EK0827'1952.
 EK0827'
 EK0827'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF A FENCE, 16 FEET
 EK0827'SOUTH OF THE SOUTHEAST CORNER OF THE TOOLSHED AND 1 FOOT
 EK0827'WEST OF A BOARD FENCE.  THE MARK PROJECTS 8 INCHES AND THE
 EK0827'DISK IS STAMPED DALLAS NO 1 1952.
 EK0827'
 EK0827'REFERENCE MARK NO. 2 IS 1.5 FEET WEST OF A WITNESS POST
 EK0827'AND 1 FOOT NORTH OF A FENCE.  THR MARK PROJECTS 4 INCHES
 EK0827'AND THE DISK IS STAMPED DALLAS NO 2 1952.
 EK0827'
 EK0827'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF A GRAVEL
 EK0827'ROAD, 15 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 2 FEET
 EK0827'SOUTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 EK0827'THE DISK IS STAMPED DALLAS 1952.
 EK0827'
 EK0827'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 71
 EK0827'AND STATE HIGHWAY 8 IN MENA, GO SOUTHEAST ON STATE HIGHWAY
 EK0827'8 FOR 2.9 MILES TO A DRIVEWAY ON THE RIGHT, A MAILBOX HERE
 EK0827'IS STENCILLED TOM LILES, TURN RIGHT, PASS THROUGH A WIRE
 EK0827'GATE, AND GO 0.1 MILE TO THE TOP OF A SMALL RISE AND THE
 EK0827'STATION AS DESCRIBED.
 EK0827'
 EK0827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 EK0827'HIGHWAY, TURN LEFT AND GO WESTERLY ON THE HIGHWAY FOR 0.25
 EK0827'MILE TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH
 EK0827'ON THE GRAVEL ROAD FOR 0.15 MILE TO A DRIVEWAY ON THE LEFT
 EK0827'AND THE AZIMUTH MARK AS DESCRIBED.
 EK0827'
 EK0827'NOTE--A TRIPOD WAS USED TO SHOW A LIGHT FROM THE AZIMUTH MARK
 EK0827'TO THE STATION.
 EK0827'
 EK0827'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0827
 EK0827                          STATION RECOVERY (1961)
 EK0827
 EK0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0827'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0827'CONDITION.
 EK0827'
 EK0827'THE DESCRIPTION TO REACH THE STATION FROM MENA IS ACCURATE.
 EK0827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 EK0827'HIGHWAY, TURN LEFT AND GO NORTHWEST FOR 0.25 MILE TO A SIDE
 EK0827'ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 EK0827'MARK ON THE LEFT (NORTH).  THE AZIMUTH MARK IS 19 FEET NORTH
 EK0827'OF THE CENTERLINE OF THE ROAD AND 15 FEET WEST OF A DRIVEWAY.
 EK0827
 EK0827                          STATION RECOVERY (1973)
 EK0827
 EK0827'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1973 (JT)
 EK0827'DALLAS 1952 MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1725 ***********************************************************************
 EJ1725  DESIGNATION -  DALLAS LITTLE ROCK AWY BCN 29
 EJ1725  PID         -  EJ1725
 EJ1725  STATE/COUNTY-  AR/SALINE
 EJ1725  USGS QUAD   -  BRYANT (1987)
 EJ1725
 EJ1725                         *CURRENT SURVEY CONTROL
 EJ1725  ___________________________________________________________________
 EJ1725* NAD 83(1997)-  34 34 46.42917(N)    092 27 02.36218(W)     ADJUSTED  
 EJ1725* NAVD 88     -                                                        
 EJ1725  ___________________________________________________________________
 EJ1725  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 EJ1725  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ1725
 EJ1725  HORZ ORDER  -  THIRD
 EJ1725
 EJ1725.The horizontal coordinates were established by classical geodetic methods
 EJ1725.and adjusted by the National Geodetic Survey in September 1999..
 EJ1725
 EJ1725
 EJ1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1725
 EJ1725.The geoid height was determined by GEOID03.
 EJ1725
 EJ1725;                    North         East     Units Scale Factor Converg.
 EJ1725;SPC AR S     -   612,259.094   358,652.745   MT  0.99996362   -0 15 08.0
 EJ1725;SPC AR S     - 2,008,720.04  1,176,679.88   sFT  0.99996362   -0 15 08.0
 EJ1725;UTM  15      - 3,826,556.974   550,383.863   MT  0.99963129   +0 18 42.4
 EJ1725
 EJ1725                          SUPERSEDED SURVEY CONTROL
 EJ1725
 EJ1725  NAD 83(1986)-  34 34 46.44125(N)    092 27 02.35178(W) AD(       ) 4
 EJ1725  NAD 27      -  34 34 46.10300(N)    092 27 01.76900(W) AD(       ) 3
 EJ1725
 EJ1725.Superseded values are not recommended for survey control.
 EJ1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1725.See file dsdata.txt to determine how the superseded data were derived.
 EJ1725
 EJ1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5038426557(NAD 83)
 EJ1725_MARKER: 22 = AIRWAY BEACON
 EJ1725
 EJ1725  HISTORY     - Date     Condition        Report By
 EJ1725  HISTORY     - 1941     FIRST OBSERVED   CGS
 EJ1725
 EJ1725                          STATION DESCRIPTION
 EJ1725
 EJ1725'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1855 ***********************************************************************
 EJ1855  DESIGNATION -  DALLAS LITTLE ROCK AWY BCN 26
 EJ1855  PID         -  EJ1855
 EJ1855  STATE/COUNTY-  AR/HOT SPRING
 EJ1855  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1855
 EJ1855                         *CURRENT SURVEY CONTROL
 EJ1855  ___________________________________________________________________
 EJ1855* NAD 83(1997)-  34 17 33.50251(N)    092 51 27.59842(W)     ADJUSTED  
 EJ1855* NAVD 88     -                                                        
 EJ1855  ___________________________________________________________________
 EJ1855  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 EJ1855  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EJ1855
 EJ1855  HORZ ORDER  -  THIRD
 EJ1855
 EJ1855.The horizontal coordinates were established by classical geodetic methods
 EJ1855.and adjusted by the National Geodetic Survey in September 1999..
 EJ1855
 EJ1855
 EJ1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1855
 EJ1855.The geoid height was determined by GEOID03.
 EJ1855
 EJ1855;                    North         East     Units Scale Factor Converg.
 EJ1855;SPC AR S     -   580,672.048   321,043.998   MT  0.99992859   -0 28 48.1
 EJ1855;SPC AR S     - 1,905,088.21  1,053,291.85   sFT  0.99992859   -0 28 48.1
 EJ1855;UTM  15      - 3,794,613.216   513,098.975   MT  0.99960211   +0 04 48.7
 EJ1855
 EJ1855                          SUPERSEDED SURVEY CONTROL
 EJ1855
 EJ1855  NAD 83(1986)-  34 17 33.51296(N)    092 51 27.58948(W) AD(       ) 4
 EJ1855  NAD 27      -  34 17 33.18300(N)    092 51 26.97300(W) AD(       ) 3
 EJ1855
 EJ1855.Superseded values are not recommended for survey control.
 EJ1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1855.See file dsdata.txt to determine how the superseded data were derived.
 EJ1855
 EJ1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1309994613(NAD 83)
 EJ1855_MARKER: 22 = AIRWAY BEACON
 EJ1855
 EJ1855  HISTORY     - Date     Condition        Report By
 EJ1855  HISTORY     - 1941     FIRST OBSERVED   CGS
 EJ1855  HISTORY     - 19980425 GOOD             USPSQD
 EJ1855
 EJ1855                          STATION DESCRIPTION
 EJ1855
 EJ1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1855'STATION IS 5.8 MILES S BY E OF MALVERN AND 200 FEET NW OF U.S.
 EJ1855'HIGHWAY 67.
 EJ1855'
 EJ1855'THE AIRWAY BEACON IS OF STANDARD CONSTRUCTION, MOUNTED ON A
 EJ1855'STEEL TOWER ABOUT 75 FEET HIGH, LOCATED AT THE NE END OF AN
 EJ1855'EMERGENCY LANDING FIELD, A PART OF WHICH IS PARALLEL TO THE
 EJ1855'HIGHWAY AT THIS POINT.
 EJ1855'
 EJ1855'OBJECT SIGHTED ON- REVOLVING WHITE LIGHT.
 EJ1855
 EJ1855                          STATION RECOVERY (1998)
 EJ1855
 EJ1855'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1455 ***********************************************************************
 DL1455  DESIGNATION -  DALLAS LITTLE ROCK AWY BCN 21
 DL1455  PID         -  DL1455
 DL1455  STATE/COUNTY-  AR/NEVADA
 DL1455  USGS QUAD   -  PRESCOTT WEST (1970)
 DL1455
 DL1455                         *CURRENT SURVEY CONTROL
 DL1455  ___________________________________________________________________
 DL1455* NAD 83(1997)-  33 49 10.80927(N)    093 27 49.54431(W)     ADJUSTED  
 DL1455* NAVD 88     -                                                        
 DL1455  ___________________________________________________________________
 DL1455  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DL1455  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL1455
 DL1455  HORZ ORDER  -  THIRD
 DL1455
 DL1455.The horizontal coordinates were established by classical geodetic methods
 DL1455.and adjusted by the National Geodetic Survey in September 1999..
 DL1455
 DL1455
 DL1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1455
 DL1455.The geoid height was determined by GEOID03.
 DL1455
 DL1455;                    North         East     Units Scale Factor Converg.
 DL1455;SPC AR S     -   528,850.692   264,500.265   MT  0.99992545   -0 49 09.3
 DL1455;SPC AR S     - 1,735,070.98    867,781.29   sFT  0.99992545   -0 49 09.3
 DL1455;UTM  15      - 3,742,258.229   457,082.089   MT  0.99962271   -0 15 29.3
 DL1455
 DL1455                          SUPERSEDED SURVEY CONTROL
 DL1455
 DL1455  NAD 83(1997)-  33 49 10.81743(N)    093 27 49.53787(W) AD(       ) 4
 DL1455  NAD 83(1986)-  33 49 10.81876(N)    093 27 49.53488(W) AD(       ) 4
 DL1455  NAD 27      -  33 49 10.41500(N)    093 27 48.92100(W) AD(       ) 3
 DL1455
 DL1455.Superseded values are not recommended for survey control.
 DL1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1455.See file dsdata.txt to determine how the superseded data were derived.
 DL1455
 DL1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5708242258(NAD 83)
 DL1455_MARKER: 22 = AIRWAY BEACON
 DL1455
 DL1455  HISTORY     - Date     Condition        Report By
 DL1455  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1455
 DL1455                          STATION DESCRIPTION
 DL1455
 DL1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1455'STATION IS ABOUT 5 MILES W OF PRESCOTT AND ABOUT 0.6 MILE
 DL1455'NW OF A ROAD FORKS AT C.L. MILLERS SERVICE STATION, NEAR THE
 DL1455'CENTER OF SEC.3, T. 11 S, R. 23 W.
 DL1455'
 DL1455'IT IS A STANDARD 50-FOOT REVOLVING AIRWAY BEACON, PAINTED ORANGE
 DL1455'AND WHITE.  THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1568 ***********************************************************************
 DL1568  DESIGNATION -  DALLAS LITTLE ROCK AWY BCN 20
 DL1568  PID         -  DL1568
 DL1568  STATE/COUNTY-  AR/HEMPSTEAD
 DL1568  USGS QUAD   -  SHEPPARD (1978)
 DL1568
 DL1568                         *CURRENT SURVEY CONTROL
 DL1568  ___________________________________________________________________
 DL1568* NAD 83(1997)-  33 43 22.08608(N)    093 38 50.68447(W)     ADJUSTED  
 DL1568* NAVD 88     -                                                        
 DL1568  ___________________________________________________________________
 DL1568  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DL1568  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL1568
 DL1568  HORZ ORDER  -  THIRD
 DL1568
 DL1568.The horizontal coordinates were established by classical geodetic methods
 DL1568.and adjusted by the National Geodetic Survey in September 1999..
 DL1568
 DL1568
 DL1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1568
 DL1568.The geoid height was determined by GEOID03.
 DL1568
 DL1568;                    North         East     Units Scale Factor Converg.
 DL1568;SPC AR S     -   518,366.796   247,328.373   MT  0.99993317   -0 55 19.3
 DL1568;SPC AR S     - 1,700,675.06    811,443.17   sFT  0.99993317   -0 55 19.3
 DL1568;UTM  15      - 3,731,609.613   440,018.878   MT  0.99964435   -0 21 34.0
 DL1568
 DL1568                          SUPERSEDED SURVEY CONTROL
 DL1568
 DL1568  NAD 83(1997)-  33 43 22.09310(N)    093 38 50.67810(W) AD(       ) 4
 DL1568  NAD 83(1986)-  33 43 22.09519(N)    093 38 50.67393(W) AD(       ) 4
 DL1568  NAD 27      -  33 43 21.67300(N)    093 38 50.03000(W) AD(       ) 3
 DL1568
 DL1568.Superseded values are not recommended for survey control.
 DL1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1568.See file dsdata.txt to determine how the superseded data were derived.
 DL1568
 DL1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4001931610(NAD 83)
 DL1568_MARKER: 22 = AIRWAY BEACON
 DL1568
 DL1568  HISTORY     - Date     Condition        Report By
 DL1568  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1568
 DL1568                          STATION DESCRIPTION
 DL1568
 DL1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1568'STATION IS LOCATED ABOUT 4 MILES NORTH OF HOPE AND NEAR THE
 DL1568'CENTER OF THE ARMY ORDNANCE DEPARTMENTS SOUTHERN PROVING GROUNDS.
 DL1568'
 DL1568'IT IS ABOUT 50 FEET HIGH AND IS SUPPORTED BY A FOUR LEG STEEL
 DL1568'TRUSSWORK TOWER WHICH IS COLORED RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1575 ***********************************************************************
 DL1575  DESIGNATION -  DALLAS LITTLE ROCK AWY BCN 18
 DL1575  PID         -  DL1575
 DL1575  STATE/COUNTY-  AR/MILLER
 DL1575  USGS QUAD   -  FULTON (1975)
 DL1575
 DL1575                         *CURRENT SURVEY CONTROL
 DL1575  ___________________________________________________________________
 DL1575* NAD 83(1997)-  33 35 10.46120(N)    093 48 51.45230(W)     ADJUSTED  
 DL1575* NAVD 88     -                                                        
 DL1575  ___________________________________________________________________
 DL1575  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DL1575  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL1575
 DL1575  HORZ ORDER  -  THIRD
 DL1575
 DL1575.The horizontal coordinates were established by classical geodetic methods
 DL1575.and adjusted by the National Geodetic Survey in September 1999..
 DL1575
 DL1575
 DL1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1575
 DL1575.The geoid height was determined by GEOID03.
 DL1575
 DL1575;                    North         East     Units Scale Factor Converg.
 DL1575;SPC AR S     -   503,484.573   231,596.135   MT  0.99994886   -1 00 55.6
 DL1575;SPC AR S     - 1,651,848.97    759,828.32   sFT  0.99994886   -1 00 55.6
 DL1575;UTM  15      - 3,716,577.591   424,438.245   MT  0.99967039   -0 27 01.7
 DL1575
 DL1575                          SUPERSEDED SURVEY CONTROL
 DL1575
 DL1575  NAD 83(1997)-  33 35 10.46595(N)    093 48 51.44516(W) AD(       ) 4
 DL1575  NAD 83(1997)-  33 35 10.46655(N)    093 48 51.44520(W) AD(       ) 4
 DL1575  NAD 83(1986)-  33 35 10.46952(N)    093 48 51.44036(W) AD(       ) 4
 DL1575  NAD 27      -  33 35 10.01600(N)    093 48 50.76400(W) AD(       ) 3
 DL1575
 DL1575.Superseded values are not recommended for survey control.
 DL1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1575.See file dsdata.txt to determine how the superseded data were derived.
 DL1575
 DL1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2443816578(NAD 83)
 DL1575_MARKER: 22 = AIRWAY BEACON
 DL1575
 DL1575  HISTORY     - Date     Condition        Report By
 DL1575  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1575
 DL1575                          STATION DESCRIPTION
 DL1575
 DL1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1575'THE STATION IS LOCATED 1.5 MILES SOUTHWEST OF FULTON, 1.5
 DL1575'MILES SOUTH OF U.S. HIGHWAY 67, 1 MILE EAST OF THE EAST BANK
 DL1575'OF THE RED RIVER AND 60 PACES EAST OF A NORTH AND SOUTH LEVEE
 DL1575'EMBANKMENT.
 DL1575'
 DL1575'THE BEACON IS SUPPORTED BY 4 STEEL LEGS PAINTED RED AND WHITE.
 DL1575'THE LIGHT PROPER IS THE REVOLVING TYPE AND IS APPROXIMATELY
 DL1575'70 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1981 ***********************************************************************
 EJ1981  DESIGNATION -  DALLAS LITTLE ROCK AWY BCN 23
 EJ1981  PID         -  EJ1981
 EJ1981  STATE/COUNTY-  AR/CLARK
 EJ1981  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1981
 EJ1981                         *CURRENT SURVEY CONTROL
 EJ1981  ___________________________________________________________________
 EJ1981* NAD 83(1997)-  34 00 37.91066(N)    093 14 03.00415(W)     ADJUSTED  
 EJ1981* NAVD 88     -                                                        
 EJ1981  ___________________________________________________________________
 EJ1981  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 EJ1981  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EJ1981
 EJ1981  HORZ ORDER  -  THIRD
 EJ1981
 EJ1981.The horizontal coordinates were established by classical geodetic methods
 EJ1981.and adjusted by the National Geodetic Survey in September 1999..
 EJ1981
 EJ1981
 EJ1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1981
 EJ1981.The geoid height was determined by GEOID03.
 EJ1981
 EJ1981;                    North         East     Units Scale Factor Converg.
 EJ1981;SPC AR S     -   549,737.939   286,007.788   MT  0.99991856   -0 41 26.7
 EJ1981;SPC AR S     - 1,803,598.55    938,343.88   sFT  0.99991856   -0 41 26.7
 EJ1981;UTM  15      - 3,763,348.321   478,377.756   MT  0.99960576   -0 07 51.5
 EJ1981
 EJ1981                          SUPERSEDED SURVEY CONTROL
 EJ1981
 EJ1981  NAD 83(1986)-  34 00 37.92012(N)    093 14 02.99567(W) AD(       ) 4
 EJ1981  NAD 27      -  34 00 37.57100(N)    093 14 02.36700(W) AD(       ) 3
 EJ1981
 EJ1981.Superseded values are not recommended for survey control.
 EJ1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1981.See file dsdata.txt to determine how the superseded data were derived.
 EJ1981
 EJ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7837863348(NAD 83)
 EJ1981_MARKER: 22 = AIRWAY BEACON
 EJ1981
 EJ1981  HISTORY     - Date     Condition        Report By
 EJ1981  HISTORY     - 1941     FIRST OBSERVED   CGS
 EJ1981  HISTORY     - 1942     SEE DESCRIPTION  CGS
 EJ1981
 EJ1981                          STATION DESCRIPTION
 EJ1981
 EJ1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1981'THIS STATION IS AIRWAY BEACON NO. 23 OF THE DALLAS-LITTLE
 EJ1981'ROCK LINE.  IT IS 11 MILES NW OF ARKADELPHIA.  THIS STATION
 EJ1981'WAS NOT VISITED.
 EJ1981
 EJ1981                          STATION RECOVERY (1942)
 EJ1981
 EJ1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 EJ1981'THIS BEACON WAS CALLED DALLAS-LITTLE ROCK, AIRWAY BEACON
 EJ1981'NO. 23 IN 1941.  IT IS 11 MILES SW OF ARKADELPHIA INSTEAD
 EJ1981'OF NW AS GIVEN IN 1941.  COMPLETE DESCRIPTION FOLLOWS--
 EJ1981'
 EJ1981'THIS INTERSECTION STATION IS LOCATED ABOUT 8 MILES NW BY N OF
 EJ1981'GURDON.  IT IS A STANDARD AIRWAY BEACON FLASHING RED AND WHITE.
 EJ1981'IT WAS NOT VISITED BECAUSE OF THE DISTANCE FROM THE SCHEME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3052 ***********************************************************************
 EH3052  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 35
 EH3052  PID         -  EH3052
 EH3052  STATE/COUNTY-  AR/PRAIRIE
 EH3052  USGS QUAD   -  HAZEN (1994)
 EH3052
 EH3052                         *CURRENT SURVEY CONTROL
 EH3052  ___________________________________________________________________
 EH3052* NAD 83(1997)-  34 52 00.51582(N)    091 33 57.89690(W)     ADJUSTED  
 EH3052* NAVD 88     -                                                        
 EH3052  ___________________________________________________________________
 EH3052  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EH3052  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH3052
 EH3052  HORZ ORDER  -  THIRD
 EH3052
 EH3052.The horizontal coordinates were established by classical geodetic methods
 EH3052.and adjusted by the National Geodetic Survey in September 1999..
 EH3052
 EH3052
 EH3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3052
 EH3052.The geoid height was determined by GEOID03.
 EH3052
 EH3052;                    North         East     Units Scale Factor Converg.
 EH3052;SPC AR S     -   644,117.722   439,676.443   MT  1.00002387   +0 14 34.3
 EH3052;SPC AR S     - 2,113,242.89  1,442,505.13   sFT  1.00002387   +0 14 34.3
 EH3052;UTM  15      - 3,859,210.635   631,063.794   MT  0.99981171   +0 49 11.4
 EH3052
 EH3052                          SUPERSEDED SURVEY CONTROL
 EH3052
 EH3052  NAD 83(1986)-  34 52 00.52070(N)    091 33 57.88847(W) AD(       ) 4
 EH3052  NAD 27      -  34 52 00.19000(N)    091 33 57.43400(W) AD(       ) 3
 EH3052
 EH3052.Superseded values are not recommended for survey control.
 EH3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3052.See file dsdata.txt to determine how the superseded data were derived.
 EH3052
 EH3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3106459211(NAD 83)
 EH3052_MARKER: 22 = AIRWAY BEACON
 EH3052_SETTING: 0 = UNSPECIFIED SETTING
 EH3052
 EH3052  HISTORY     - Date     Condition        Report By
 EH3052  HISTORY     - 1934     FIRST OBSERVED   CGS
 EH3052
 EH3052                          STATION DESCRIPTION
 EH3052
 EH3052'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3077 ***********************************************************************
 EH3077  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 33
 EH3077  PID         -  EH3077
 EH3077  STATE/COUNTY-  AR/LONOKE
 EH3077  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH3077
 EH3077                         *CURRENT SURVEY CONTROL
 EH3077  ___________________________________________________________________
 EH3077* NAD 83(1997)-  34 48 18.28875(N)    091 45 45.48095(W)     ADJUSTED  
 EH3077* NAVD 88     -                                                        
 EH3077  ___________________________________________________________________
 EH3077  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 EH3077  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH3077
 EH3077  HORZ ORDER  -  THIRD
 EH3077
 EH3077.The horizontal coordinates were established by classical geodetic methods
 EH3077.and adjusted by the National Geodetic Survey in September 1999..
 EH3077
 EH3077
 EH3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3077
 EH3077.The geoid height was determined by GEOID03.
 EH3077
 EH3077;                    North         East     Units Scale Factor Converg.
 EH3077;SPC AR S     -   637,210.556   421,720.175   MT  1.00000879   +0 07 58.3
 EH3077;SPC AR S     - 2,090,581.63  1,383,593.61   sFT  1.00000879   +0 07 58.3
 EH3077;UTM  15      - 3,852,125.196   613,181.924   MT  0.99975789   +0 42 22.8
 EH3077
 EH3077                          SUPERSEDED SURVEY CONTROL
 EH3077
 EH3077  NAD 83(1986)-  34 48 18.29313(N)    091 45 45.47515(W) AD(       ) 4
 EH3077  NAD 27      -  34 48 17.96400(N)    091 45 44.98600(W) AD(       ) 3
 EH3077
 EH3077.Superseded values are not recommended for survey control.
 EH3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3077.See file dsdata.txt to determine how the superseded data were derived.
 EH3077
 EH3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1318252125(NAD 83)
 EH3077_MARKER: 22 = AIRWAY BEACON
 EH3077
 EH3077  HISTORY     - Date     Condition        Report By
 EH3077  HISTORY     - 1940     FIRST OBSERVED   CGS
 EH3077
 EH3077                          STATION DESCRIPTION
 EH3077
 EH3077'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3077'OBJECT OBSERVED UPON WAS THE LIGHT FROM THE BEACON.  THIS
 EH3077'IS A STANDARD RED-AND-WHITE REVOLVING BEACON.  THE BEACON
 EH3077'IS LOCATED 1.5 MILES NNW OF CARLISLE AND 1.0 MILE W OF THE
 EH3077'CARLISLE-HICKORKY PLAINS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3083 ***********************************************************************
 EH3083  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 32
 EH3083  PID         -  EH3083
 EH3083  STATE/COUNTY-  AR/LONOKE
 EH3083  USGS QUAD   -  LONOKE (1982)
 EH3083
 EH3083                         *CURRENT SURVEY CONTROL
 EH3083  ___________________________________________________________________
 EH3083* NAD 83(1997)-  34 46 32.86572(N)    091 59 40.55952(W)     ADJUSTED  
 EH3083* NAVD 88     -                                                        
 EH3083  ___________________________________________________________________
 EH3083  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EH3083  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH3083
 EH3083  HORZ ORDER  -  THIRD
 EH3083
 EH3083.The horizontal coordinates were established by classical geodetic methods
 EH3083.and adjusted by the National Geodetic Survey in September 1999..
 EH3083
 EH3083
 EH3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3083
 EH3083.The geoid height was determined by GEOID03.
 EH3083
 EH3083;                    North         East     Units Scale Factor Converg.
 EH3083;SPC AR S     -   633,936.679   400,494.310   MT  1.00000205   +0 00 10.9
 EH3083;SPC AR S     - 2,079,840.59  1,313,955.08   sFT  1.00000205   +0 00 10.9
 EH3083;UTM  15      - 3,848,640.555   591,995.631   MT  0.99970431   +0 34 24.6
 EH3083
 EH3083                          SUPERSEDED SURVEY CONTROL
 EH3083
 EH3083  NAD 83(1986)-  34 46 32.87114(N)    091 59 40.55027(W) AD(       ) 4
 EH3083  NAD 27      -  34 46 32.54000(N)    091 59 40.03900(W) AD(       ) 3
 EH3083
 EH3083.Superseded values are not recommended for survey control.
 EH3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3083.See file dsdata.txt to determine how the superseded data were derived.
 EH3083
 EH3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9199648641(NAD 83)
 EH3083_MARKER: 22 = AIRWAY BEACON
 EH3083
 EH3083  HISTORY     - Date     Condition        Report By
 EH3083  HISTORY     - 1940     FIRST OBSERVED   CGS
 EH3083
 EH3083                          STATION DESCRIPTION
 EH3083
 EH3083'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH3083'OBJECT OBSERVED UPON WAS THE LIGHT FROM THE BEACON.  THIS IS A
 EH3083'STANDARD RED-AND-WHITE REVOLVING BEACON, ABOUT 50 FEET HIGH.
 EH3083'THE BEACON IS LOCATED ABOUT 4.8 MILES W OF LONOKE, AND 0.5
 EH3083'MILE S OF METO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0840 ***********************************************************************
 GE0840  DESIGNATION -  DALTON
 GE0840  PID         -  GE0840
 GE0840  STATE/COUNTY-  AR/RANDOLPH
 GE0840  USGS QUAD   -  WARM SPRINGS (1981)
 GE0840
 GE0840                         *CURRENT SURVEY CONTROL
 GE0840  ___________________________________________________________________
 GE0840* NAD 83(1997)-  36 24 44.01664(N)    091 07 05.40668(W)     ADJUSTED  
 GE0840* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 GE0840  ___________________________________________________________________
 GE0840  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GE0840  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GE0840
 GE0840  HORZ ORDER  -  THIRD
 GE0840
 GE0840.The horizontal coordinates were established by classical geodetic methods
 GE0840.and adjusted by the National Geodetic Survey in September 1999..
 GE0840
 GE0840.The orthometric height was scaled from a topographic map.
 GE0840
 GE0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0840
 GE0840.The geoid height was determined by GEOID03.
 GE0840
 GE0840;                    North         East     Units Scale Factor Converg.
 GE0840;SPC AR N     -   231,001.488   479,095.455   MT  1.00004026   +0 30 47.3
 GE0840;SPC AR N     -   757,877.38  1,571,832.34   sFT  1.00004026   +0 30 47.3
 GE0840;UTM  15      - 4,031,317.104   668,726.966   MT  0.99995076   +1 07 02.3
 GE0840
 GE0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0840!SPC AR N     -   0.99998344  x   1.00004026  =   1.00002370
 GE0840!UTM  15      -   0.99998344  x   0.99995076  =   0.99993420
 GE0840
 GE0840|---------------------------------------------------------------------|
 GE0840| PID    Reference Object                     Distance      Geod. Az  |
 GE0840|                                                           dddmmss.s |
 GE0840| GE0838 DALTON 2                              2.673 METERS 07739     |
 GE0840| CI0702 DALTON RM 1                           7.523 METERS 09645     |
 GE0840| GE0839 WV 11 RESET                           9.292 METERS 14801     |
 GE0840| GE0841 WV 11                                 6.682 METERS 20250     |
 GE0840| CI0701 DALTON AZ MK                                       3372527.8 |
 GE0840|---------------------------------------------------------------------|
 GE0840
 GE0840                          SUPERSEDED SURVEY CONTROL
 GE0840
 GE0840  NAD 83(1986)-  36 24 44.02454(N)    091 07 05.40605(W) AD(       ) 3
 GE0840  NAD 27      -  36 24 43.79370(N)    091 07 04.94490(W) AD(       ) 3
 GE0840
 GE0840.Superseded values are not recommended for survey control.
 GE0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0840.See file dsdata.txt to determine how the superseded data were derived.
 GE0840
 GE0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6872731317(NAD 83)
 GE0840_MARKER: DS = TRIANGULATION STATION DISK
 GE0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0840
 GE0840  HISTORY     - Date     Condition        Report By
 GE0840  HISTORY     - 1955     MONUMENTED       CGS
 GE0840  HISTORY     - 1958     SEE DESCRIPTION  CGS
 GE0840
 GE0840                          STATION DESCRIPTION
 GE0840
 GE0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0840'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 GE0840'93, ABOUT 13 MILES NORTHWEST OF POCAHONTAS, 9 MILES NORTHEAST
 GE0840'OF RAVENDEN SPRINGS, 1-1/2 MILES SOUTHEAST OF DALTON, 41 FEET
 GE0840'EAST OF THE CENTER OF THE HIGHWAY, 33 FEET NORTH OF A GATE
 GE0840'POST, 7 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST AND 5
 GE0840'FEET WEST OF A FENCE.
 GE0840'
 GE0840'TO REACH THE STATION FROM THE POST OFFICE IN POCAHONTAS,
 GE0840'GO WEST 0.1 MILE TO STATE HIGHWAYS 90 AND 115, TURN RIGHT
 GE0840'ON THE HIGHWAY FOR 0.85 MILE TO A FORK (HIGHWAY 115 BEARS
 GE0840'RIGHT), BEAR LEFT ON HIGHWAY 90 FOR 9.65 MILES TO THE JUNCTION OF
 GE0840'STATE HIGHWAYS 90 AND 93, TURN RIGHT ON HIGHWAY 93 FOR 4.3 MILES
 GE0840'TO THE STATION ON THE RIGHT, CONTINUE NORTH ON THE HIGHWAY
 GE0840'FOR 0.65 MILE TO A FORK, CONTINUE ON THE RIGHT ROAD FOR 0.05
 GE0840'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GE0840'
 GE0840'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE0840'DALTON 1955.
 GE0840'
 GE0840'REFERENCE MARK 1 IS 18 FEET EAST OF THE FENCE.  THE MARK
 GE0840'PROJECTS 5 INCHES AND THE DISK IS STAMPED DALTON NO 1 1955.
 GE0840'
 GE0840'WV 11 (USE) WAS USED AS REFERENCE MARK 2.  IT IS A STANDARD
 GE0840'U.S. ENGINEERS DEPARTMENT DISK CEMENTED IN THE TOP OF A 6-INCH
 GE0840'IRON PIPE WHICH PROJECTS 7 INCHES AND IS 27 FEET EAST OF THE
 GE0840'CENTER OF THE HIGHWAY AND 18 FEET WEST OF THE FENCE.  THE DISK
 GE0840'IS STAMPED WV 11 1935.
 GE0840'
 GE0840'THE AZIMUTH MARK IS 0.05 MILE NORTHWEST OF A FORK, 26 FEET
 GE0840'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 6 FEET SOUTHWEST
 GE0840'OF A FENCE CORNER AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK
 GE0840'PROJECTS 4 INCHES AND THE DISK IS STAMPED DALTON 1955.
 GE0840
 GE0840                          STATION RECOVERY (1958)
 GE0840
 GE0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 GE0840'THE STATION WAS VISITED 11-19-58 AND ALL MARKS WERE FOUND IN
 GE0840'GOOD CONDITION.  THE STATION AND WV 11 (USE) 1935 (USED AS
 GE0840'REFERENCE MARK NO. 2) WERE MOVED AT THE REQUEST OF THE ARKANSAS
 GE0840'STATE HIGHWAY DEPARTMENT.
 GE0840'
 GE0840'A NEW STATION DALTON 2 1958 WAS ESTABLISHED 8.78 FEET EAST
 GE0840'OF THE OLD MARK.  THE SURFACE MARK FOR DALTON 1955 WAS THEN
 GE0840'DESTROYED WITH THE UNDERGROUND DISK LEFT INTACT BUT WILL MOST
 GE0840'LIKELY BE DESTROYED DURING THE CONSTRUCTION OF THE HIGHWAY.
 GE0840'REFERENCE MARK NO. 1 WILL SERVE AS A REFERENCE MARK FOR DALTON
 GE0840'2.  THE AZIMUTH MARK WAS NOT DESTROYED AND WILL SERVE AS THE
 GE0840'AZIMUTH MARK FOR DALTON 2.
 GE0840'
 GE0840'U.S. ARMY ENGINEER MARK WV 11 1935 WAS MOVED.  THE SAME MARK
 GE0840'WAS USED AND RESTAMPED RESET 1958.  THIS MARK WILL SERVE AS
 GE0840'REFERENCE MARK NO. 3 FOR DALTON 2.  THE ARMY ENGINEERS ELEVATION
 GE0840'OF WV 11 1935 WAS TRANSFERED TO WV 11 RESET 1958, WHICH IS
 GE0840'0.325 FEET LOWER THAN THE ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0838 ***********************************************************************
 GE0838  DESIGNATION -  DALTON 2
 GE0838  PID         -  GE0838
 GE0838  STATE/COUNTY-  AR/RANDOLPH
 GE0838  USGS QUAD   -  WARM SPRINGS (1981)
 GE0838
 GE0838                         *CURRENT SURVEY CONTROL
 GE0838  ___________________________________________________________________
 GE0838* NAD 83(1997)-  36 24 44.03519(N)    091 07 05.30187(W)     ADJUSTED  
 GE0838* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 GE0838  ___________________________________________________________________
 GE0838  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GE0838  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GE0838
 GE0838  HORZ ORDER  -  SECOND
 GE0838
 GE0838.The horizontal coordinates were established by classical geodetic methods
 GE0838.and adjusted by the National Geodetic Survey in September 1999..
 GE0838
 GE0838.The orthometric height was scaled from a topographic map.
 GE0838
 GE0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0838
 GE0838.The geoid height was determined by GEOID03.
 GE0838
 GE0838;                    North         East     Units Scale Factor Converg.
 GE0838;SPC AR N     -   231,002.083   479,098.061   MT  1.00004026   +0 30 47.4
 GE0838;SPC AR N     -   757,879.33  1,571,840.89   sFT  1.00004026   +0 30 47.4
 GE0838;UTM  15      - 4,031,317.727   668,729.566   MT  0.99995078   +1 07 02.3
 GE0838
 GE0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0838!SPC AR N     -   0.99998344  x   1.00004026  =   1.00002370
 GE0838!UTM  15      -   0.99998344  x   0.99995078  =   0.99993422
 GE0838
 GE0838|---------------------------------------------------------------------|
 GE0838| PID    Reference Object                     Distance      Geod. Az  |
 GE0838|                                                           dddmmss.s |
 GE0838| CI0702 DALTON RM 1                           5.073 METERS 10638     |
 GE0838| GE0839 WV 11 RESET                           8.763 METERS 16442     |
 GE0838| GE0840 DALTON                                2.673 METERS 25739     |
 GE0838| CI0701 DALTON AZ MK                                       3371751.1 |
 GE0838|---------------------------------------------------------------------|
 GE0838
 GE0838                          SUPERSEDED SURVEY CONTROL
 GE0838
 GE0838  NAD 83(1986)-  36 24 44.04309(N)    091 07 05.30123(W) AD(       ) 2
 GE0838  NAD 27      -  36 24 43.81230(N)    091 07 04.83990(W) AD(       ) 2
 GE0838
 GE0838.Superseded values are not recommended for survey control.
 GE0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0838.See file dsdata.txt to determine how the superseded data were derived.
 GE0838
 GE0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6873031318(NAD 83)
 GE0838_MARKER: DS = TRIANGULATION STATION DISK
 GE0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0838
 GE0838  HISTORY     - Date     Condition        Report By
 GE0838  HISTORY     - 1958     MONUMENTED       CGS
 GE0838
 GE0838                          STATION DESCRIPTION
 GE0838
 GE0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RAG)
 GE0838'THE STATION IS LOCATED ON STATE HIGHWAY 93, 13 MILES NORTHWEST
 GE0838'OF POCAHONTAS, 9 MILES NORTHEAST OF RAVENDEN SPRINGS, AND
 GE0838'1.5 MILE SOUTHEAST OF DALTON, ON PROPERTY OWNED BY CLYDE
 GE0838'MC ELROY.  IT IS 47 FEET EAST OF THE CENTERLINE OF STATE
 GE0838'HIGHWAY 93, 3 FEET EAST OF A FENCE LINE, 41 FEET NORTH OF THE
 GE0838'CENTER OF A WOODS ROAD LEADING EAST, 32 FEET NORTH OF A 12-INCH
 GE0838'OAK TREE IN A FENCE LINE, AND 23 FEET NORTH OF THE PROJECTED
 GE0838'CENTER OF A FARM ROAD LEADING WEST.  IT IS A STANDARD DISK,
 GE0838'STAMPED DALTON 2 1958, PROJECTING 2 INCHES.
 GE0838'IT IS 1 FOOT EAST OF A METAL WITNESS POST.
 GE0838'
 GE0838'REFERENCE MARK NO. 1 IS 16.64 FEET EAST OF THE STATION, 34 FEET
 GE0838'NORTH OF THE WOODS ROAD LEADING EAST, 62 FEET EAST OF THE
 GE0838'CENTERLINE OF STATE HIGHWAY 93, 4 FEET NORTH-NORTHWEST OF A 12-
 GE0838'INCH OAK TREE, IT IS A STANDARD DISK, STAMPED DALTON NO 1 1955,
 GE0838'PROJECTING 6 INCHES.
 GE0838'
 GE0838'U.S. ARMY ENGINEER MARK WV 11 (USE) RESET 1958 (USED AS REFERENCE
 GE0838'MARK NO. 3) IS 28.75 FEET SOUTH-SOUTHEAST OF THE STATION.  IT IS
 GE0838'49 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 93, 13 FEET
 GE0838'NORTH OF THE CENTER OF THE WOODS ROAD LEADING EAST, 3 FEET
 GE0838'EAST OF A FENCE LINE, 4 FEET NORTH-NORTHEAST OF A 12-INCH
 GE0838'OAK TREE IN THE FENCE LINE AND 6 FEET SOUTH OF THE PROJECTED
 GE0838'CENTER OF A FARM ROAD LEADING WEST.  IT IS A STANDARD U.S. ARMY
 GE0838'ENGINEERS DISK MEMPHIS DISTRICT, STAMPED WV 11 1935 RESET
 GE0838'1958, SET IN THE TOP OF A 4-INCH IRON PIPE WHICH IS SET IN A
 GE0838'12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES.
 GE0838'
 GE0838'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND WV 11 (USE)
 GE0838'RESET 1958 IS 24.44 FEET.
 GE0838'
 GE0838'THE AZIMUTH MARK IS 0.7 MILE NORTHWEST OF THE STATION, ABOUT
 GE0838'100 YARDS NORTH OF A FORKS IN THE ROAD, 26 FEET SOUTHWEST OF
 GE0838'A FENCE CORNER, AND 1 FOOT SOUTHEAST OF A FENCE LINE.  IT IS
 GE0838'A STANDARD DISK, STAMPED DALTON 1955, PROJECTING 4 INCHES
 GE0838'
 GE0838'TO REACH THE STATION FROM THE POST OFFICE IN POCAHONTAS, GO
 GE0838'WEST 0.1 MILE TO HIGHWAYS 90 AND 115, TURN RIGHT AND GO NORTH
 GE0838'ON STATE HIGHWAYS 90 AND 115 FOR 0.85 MILE TO A FORK (115 TURNS
 GE0838'RIGHT), BEAR LEFT ON STATE HIGHWAY 90 AND GO NORTH FOR 9.65
 GE0838'MILES TO THE JUNCTION WITH STATE HIGHWAY 93, TURN RIGHT AND
 GE0838'GO EAST ON STATE HIGHWAY 93 FOR 4.3 MILES TO THE TOP OF
 GE0838'THE HILL AND THE MARK ON THE RIGHT.
 GE0838'
 GE0838'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE
 GE0838'HIGHWAY 93 FOR 0.65 MILE TO A FORK, TAKE RIGHT FORK AND GO
 GE0838'NORTH FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0231 ***********************************************************************
 FG0231  DESIGNATION -  DAMASCUS 2
 FG0231  PID         -  FG0231
 FG0231  STATE/COUNTY-  AR/VAN BUREN
 FG0231  USGS QUAD   -  BEE BRANCH (1991)
 FG0231
 FG0231                         *CURRENT SURVEY CONTROL
 FG0231  ___________________________________________________________________
 FG0231* NAD 83(1997)-  35 23 01.71789(N)    092 23 21.26217(W)     ADJUSTED  
 FG0231* NAVD 88     -       214.49   (meters)     703.7    (feet)  RESET     
 FG0231  ___________________________________________________________________
 FG0231  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FG0231  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG0231
 FG0231  HORZ ORDER  -  THIRD
 FG0231  VERT ORDER  -  THIRD
 FG0231
 FG0231.The horizontal coordinates were established by classical geodetic methods
 FG0231.and adjusted by the National Geodetic Survey in September 1999..
 FG0231.No horizontal observational check was made to the station.
 FG0231
 FG0231.The orthometric height was computed from unverified reset data.
 FG0231
 FG0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0231
 FG0231.The geoid height was determined by GEOID03.
 FG0231
 FG0231;                    North         East     Units Scale Factor Converg.
 FG0231;SPC AR N     -   116,611.158   364,635.897   MT  0.99994202   -0 13 35.4
 FG0231;SPC AR N     -   382,581.77  1,196,309.61   sFT  0.99994202   -0 13 35.4
 FG0231;UTM  15      - 3,915,778.748   555,471.765   MT  0.99963792   +0 21 13.2
 FG0231
 FG0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0231!SPC AR N     -   0.99997072  x   0.99994202  =   0.99991274
 FG0231!UTM  15      -   0.99997072  x   0.99963792  =   0.99960865
 FG0231
 FG0231|---------------------------------------------------------------------|
 FG0231| PID    Reference Object                     Distance      Geod. Az  |
 FG0231|                                                           dddmmss.s |
 FG0231| FG0230 DAMASCUS 2 RM 3                      10.664 METERS 01157     |
 FG0231| FG0226 DAMASCUS AZ MK                                     1994755.2 |
 FG0231| FG0233 DAMASCUS 2 RM 4                      11.339 METERS 19959     |
 FG0231| FG0227 DAMASCUS 2 AZ MK 2                  384.656 METERS 20055     |
 FG0231| FG0229 DAMASCUS                              6.403 METERS 28730     |
 FG0231|---------------------------------------------------------------------|
 FG0231
 FG0231                          SUPERSEDED SURVEY CONTROL
 FG0231
 FG0231  NAD 83(1986)-  35 23 01.73320(N)    092 23 21.26101(W) AD(       ) 3
 FG0231  NAD 27      -  35 23 01.44853(N)    092 23 20.70105(W) AD(       ) 3
 FG0231  NGVD 29 (07/19/86)  214.47   (m)          703.6    (f) LEVELING    3  
 FG0231
 FG0231.Superseded values are not recommended for survey control.
 FG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0231.See file dsdata.txt to determine how the superseded data were derived.
 FG0231
 FG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5547215779(NAD 83)
 FG0231_MARKER: DS = TRIANGULATION STATION DISK
 FG0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0231_STAMPING: DAMASCUS 2 1967
 FG0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0231+STABILITY: SURFACE MOTION
 FG0231
 FG0231  HISTORY     - Date     Condition        Report By
 FG0231  HISTORY     - 1967     MONUMENTED       CGS
 FG0231  HISTORY     - 1967     GOOD             CGS
 FG0231
 FG0231                          STATION DESCRIPTION
 FG0231
 FG0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG0231'THE STATION IS LOCATED 4-1/2 MILES SOUTH OF BEE BRANCH, 1-3/4 MILES
 FG0231'NORTHEAST OF DAMASCUS, 0.35 MILE SOUTH OF THE JUNCTION OF U. S.
 FG0231'HIGHWAY 65 AND STATE HIGHWAY 124 AND IN SEC. 28, T 9 N, R 13 W.
 FG0231'
 FG0231'TO REACH FROM THE VAN BUREN-FAULKNER COUNTY LINE IN DAMASCUS, GO
 FG0231'NORTH ON U. S. HIGHWAY 65 FOR 1.45 MILES TO THE HOME OF CLYDE WARD
 FG0231'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD AND GO NORTH ON THE
 FG0231'HIGHWAY FOR 0.25 MILE TO THE STATION ON THE RIGHT, 0.35 MILE
 FG0231'BEFORE REACHING THE JUNCTION OF STATE HIGHWAY 124.
 FG0231'
 FG0231'STATION MARK IS A STANDARD DISK, STAMPED DAMASCUS 2 1967, SET IN THE
 FG0231'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS
 FG0231'54 FEET EAST OF THE CENTER OF U. S. HIGHWAY 65, 28 FEET SOUTHEAST OF
 FG0231'A TELEPHONE POLE, 18 FEET EAST OF A FENCE, 3 FEET EAST OF THE EAST
 FG0231'RIGHT-OF-WAY LINE OF THE HIGHWAY AND 2.5 FEET EAST OF A METAL
 FG0231'WITNESS POST.
 FG0231'
 FG0231'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DAMASCUS 2 NO 3 1967,
 FG0231'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 FG0231'SURFACE.  IT IS 51 FEET EAST OF THE CENTER OF U. S. HIGHWAY 65, 21
 FG0231'FEET NORTHEAST OF THE TELEPHONE POLE, 16 FEET EAST OF A FENCE, 1
 FG0231'FOOT SOUTH OF A METAL WITNESS POST AND SET ON THE EAST RIGHT-OF-WAY
 FG0231'LINE OF THE HIGHWAY.
 FG0231'
 FG0231'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED DAMASCUS 2 NO 4 1967,
 FG0231'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 FG0231'SURFACE.  IT IS 61 FEET SOUTH-SOUTHEAST OF THE TELEPHONE POLE, 51
 FG0231'FEET OF THE CENTER OF THE HIGHWAY, 16 FEET EAST OF A FENCE, 1 FOOT
 FG0231'NORTH OF A METAL WITNESS POST AND SET ON THE EAST RIGHT-OF-WAY LINE
 FG0231'OF THE HIGHWAY.
 FG0231'
 FG0231'AZIMUTH MARK IS A STANDARD DISK, STAMPED DAMASCUS 2 AZI 2 1967, SET
 FG0231'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 FG0231'IT IS 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CLYDE WARDS
 FG0231'HOUSE, 55 FEET WEST OF THE CENTER OF THE HIGHWAY, 15 FEET WEST OF A
 FG0231'FENCE, 15 FEET WEST OF A FENCE CORNER, 14 FEET NORTHEAST OF A
 FG0231'POWERLINE POLE, 1 FOOT SOUTH OF A FENCE AND 1.5 FEET EAST OF A
 FG0231'METAL WITNESS POST.
 FG0231'
 FG0231'DAMASCUS 2 TO RM 3 = -0.1875 FEET.
 FG0231'
 FG0231'DAMASCUS 2 TO RM 4 = +0.0560 FEET.
 FG0231
 FG0231                          STATION RECOVERY (1967)
 FG0231
 FG0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FG0231'1.85 MI NE FROM DAMASCUS.
 FG0231'FROM THE VAN BUREN-FAULKNER COUNTY LINE IN DAMASCUS, GO NORTH ON U.S.
 FG0231'HIGHWAY 65 FOR 1.85 MILES TO THE MARK ON THE RIGHT, 54 FEET EAST OF
 FG0231'THE CENTER OF THE HIGHWAY, 28 FEET SOUTHEAST OF A TELEPHONE POLE, 18
 FG0231'FEET EAST OF A FENCE, 3 FEET EAST OF THE EAST RIGHT-OF-WAY LINE OF THE
 FG0231'HIGHWAY, 2.5 FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 FG0231'ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0227 ***********************************************************************
 FG0227  DESIGNATION -  DAMASCUS 2 AZ MK 2
 FG0227  PID         -  FG0227
 FG0227  STATE/COUNTY-  AR/VAN BUREN
 FG0227  USGS QUAD   -  BEE BRANCH (1991)
 FG0227
 FG0227                         *CURRENT SURVEY CONTROL
 FG0227  ___________________________________________________________________
 FG0227* NAD 83(1997)-  35 22 50.05968(N)    092 23 26.70479(W)     ADJUSTED  
 FG0227* NAVD 88     -       217.68   (meters)     714.2    (feet)  RESET     
 FG0227  ___________________________________________________________________
 FG0227  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 FG0227  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG0227
 FG0227  HORZ ORDER  -  THIRD
 FG0227  VERT ORDER  -  THIRD
 FG0227
 FG0227.The horizontal coordinates were established by classical geodetic methods
 FG0227.and adjusted by the National Geodetic Survey in September 1999..
 FG0227.No horizontal observational check was made to the station.
 FG0227
 FG0227.The orthometric height was computed from unverified reset data.
 FG0227
 FG0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0227
 FG0227.The geoid height was determined by GEOID03.
 FG0227
 FG0227;                    North         East     Units Scale Factor Converg.
 FG0227;SPC AR N     -   116,252.434   364,497.115   MT  0.99994222   -0 13 38.6
 FG0227;SPC AR N     -   381,404.86  1,195,854.28   sFT  0.99994222   -0 13 38.6
 FG0227;UTM  15      - 3,915,418.747   555,336.664   MT  0.99963774   +0 21 10.0
 FG0227
 FG0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0227!SPC AR N     -   0.99997022  x   0.99994222  =   0.99991244
 FG0227!UTM  15      -   0.99997022  x   0.99963774  =   0.99960797
 FG0227
 FG0227|---------------------------------------------------------------------|
 FG0227| PID    Reference Object                     Distance      Geod. Az  |
 FG0227|                                                           dddmmss.s |
 FG0227| FG0229 DAMASCUS                            384.327 METERS 01958     |
 FG0227| FG0231 DAMASCUS 2                          384.656 METERS 02055     |
 FG0227| FG0226 DAMASCUS AZ MK                        7.576 METERS 10612     |
 FG0227|---------------------------------------------------------------------|
 FG0227
 FG0227                          SUPERSEDED SURVEY CONTROL
 FG0227
 FG0227  NAD 83(1986)-  35 22 50.07496(N)    092 23 26.70362(W) AD(       ) 3
 FG0227  NAD 27      -  35 22 49.78008(N)    092 23 26.14797(W) AD(       ) 3
 FG0227  NGVD 29 (07/19/86)  217.65   (m)          714.1    (f) LEVELING    3  
 FG0227
 FG0227.Superseded values are not recommended for survey control.
 FG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0227.See file dsdata.txt to determine how the superseded data were derived.
 FG0227
 FG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5533715419(NAD 83)
 FG0227_MARKER: DZ = AZIMUTH MARK DISK
 FG0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0227_STAMPING: DAMASCUS 2 AZI 2 1967
 FG0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0227+STABILITY: SURFACE MOTION
 FG0227
 FG0227  HISTORY     - Date     Condition        Report By
 FG0227  HISTORY     - 1967     MONUMENTED       CGS
 FG0227  HISTORY     - 1967     GOOD             CGS
 FG0227
 FG0227                          STATION DESCRIPTION
 FG0227
 FG0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG0227'AZIMUTH MARK IS A STANDARD DISK, STAMPED DAMASCUS 2 AZI 2 1967, SET
 FG0227'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 FG0227'IT IS 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CLYDE WARDS
 FG0227'HOUSE, 55 FEET WEST OF THE CENTER OF THE HIGHWAY, 15 FEET WEST OF A
 FG0227'FENCE, 15 FEET WEST OF A FENCE CORNER, 14 FEET NORTHEAST OF A
 FG0227'POWERLINE POLE, 1 FOOT SOUTH OF A FENCE AND 1.5 FEET EAST OF A METAL
 FG0227'WITNESS POST.
 FG0227
 FG0227                          STATION RECOVERY (1967)
 FG0227
 FG0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FG0227'1.6 MI NE FROM DAMASCUS.
 FG0227'FROM THE VAN BUREN-FAULKNER COUNTY LINE IN DAMASCUS, GO NORTH ON U.S.
 FG0227'HIGHWAY 65 FOR 1.45 MILES TO THE HOME OF MR. CLYDE WARD AND THE MARK
 FG0227'ON THE LEFT, 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. WARDS
 FG0227'HOUSE, 55 FEET WEST OF THE CENTER OF U.S. HIGHWAY 65, 15 FEET WEST OF
 FG0227'A FENCE, 14 FEET NORTHEAST OF A POWERLINE POLE, 1 FOOT SOUTH OF A
 FG0227'FENCE AND 1.5 FEET EAST OF A METAL WITNESS POST.  SET IN THE TOP OF A
 FG0227'ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0230 ***********************************************************************
 FG0230  DESIGNATION -  DAMASCUS 2 RM 3
 FG0230  PID         -  FG0230
 FG0230  STATE/COUNTY-  AR/VAN BUREN
 FG0230  USGS QUAD   -  BEE BRANCH (1991)
 FG0230
 FG0230                         *CURRENT SURVEY CONTROL
 FG0230  ___________________________________________________________________
 FG0230* NAD 83(1986)-  35 23 02.     (N)    092 23 21.     (W)     SCALED    
 FG0230* NAVD 88     -       214.43   (meters)     703.5    (feet)  RESET     
 FG0230  ___________________________________________________________________
 FG0230  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG0230
 FG0230  VERT ORDER  -  THIRD
 FG0230
 FG0230.The horizontal coordinates were scaled from a topographic map and have
 FG0230.an estimated accuracy of +/- 6 seconds.
 FG0230
 FG0230.The orthometric height was computed from unverified reset data.
 FG0230
 FG0230.The geoid height was determined by GEOID03.
 FG0230
 FG0230;                    North         East    Units  Estimated Accuracy
 FG0230;SPC AR N     -   116,620.      364,640.      MT  (+/- 180 meters Scaled)
 FG0230
 FG0230                          SUPERSEDED SURVEY CONTROL
 FG0230
 FG0230.No superseded survey control is available for this station.
 FG0230
 FG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV554157(NAD 83)
 FG0230_MARKER: DR = REFERENCE MARK DISK
 FG0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0230_STAMPING: DAMASCUS 2 NO 3 1967
 FG0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0230+STABILITY: SURFACE MOTION
 FG0230
 FG0230  HISTORY     - Date     Condition        Report By
 FG0230  HISTORY     - 1967     MONUMENTED       CGS
 FG0230
 FG0230                          STATION DESCRIPTION
 FG0230
 FG0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FG0230'1.85 MI NE FROM DAMASCUS.
 FG0230'FROM THE VAN BUREN-FAULKNER COUNTY LINE IN DAMASCUS, GO NORTH ON U.S.
 FG0230'HIGHWAY 65 FOR 1.85 MILES TO THE MARK ON THE RIGHT, 51 FEET EAST OF
 FG0230'THE CENTER OF U.S. HIGHWAY 65, 21 FEET NORTHEAST OF A TELEPHONE POLE,
 FG0230'16 FEET EAST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST AND SET
 FG0230'ON THE EAST RIGHT-OF-WAY LINE OF THE HIGHWAY.  IT IS SET IN THE TOP OF
 FG0230'A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0233 ***********************************************************************
 FG0233  DESIGNATION -  DAMASCUS 2 RM 4
 FG0233  PID         -  FG0233
 FG0233  STATE/COUNTY-  AR/VAN BUREN
 FG0233  USGS QUAD   -  BEE BRANCH (1991)
 FG0233
 FG0233                         *CURRENT SURVEY CONTROL
 FG0233  ___________________________________________________________________
 FG0233* NAD 83(1986)-  35 23 01.     (N)    092 23 21.     (W)     SCALED    
 FG0233* NAVD 88     -       214.51   (meters)     703.8    (feet)  RESET     
 FG0233  ___________________________________________________________________
 FG0233  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG0233
 FG0233  VERT ORDER  -  THIRD
 FG0233
 FG0233.The horizontal coordinates were scaled from a topographic map and have
 FG0233.an estimated accuracy of +/- 6 seconds.
 FG0233
 FG0233.The orthometric height was computed from unverified reset data.
 FG0233
 FG0233.The geoid height was determined by GEOID03.
 FG0233
 FG0233;                    North         East    Units  Estimated Accuracy
 FG0233;SPC AR N     -   116,590.      364,640.      MT  (+/- 180 meters Scaled)
 FG0233
 FG0233                          SUPERSEDED SURVEY CONTROL
 FG0233
 FG0233.No superseded survey control is available for this station.
 FG0233
 FG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV554157(NAD 83)
 FG0233_MARKER: DR = REFERENCE MARK DISK
 FG0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0233_STAMPING: DAMASCUS 2 NO 4 1967
 FG0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0233+STABILITY: SURFACE MOTION
 FG0233
 FG0233  HISTORY     - Date     Condition        Report By
 FG0233  HISTORY     - 1967     MONUMENTED       CGS
 FG0233
 FG0233                          STATION DESCRIPTION
 FG0233
 FG0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FG0233'1.85 MI NE FROM DAMASCUS.
 FG0233'FROM THE VAN BUREN-FAULKNER COUNTY LINE IN DAMASCUS, GO NORTH ON U.S.
 FG0233'HIGHWAY 65 FOR 1.85 MILES TO THE MARK ON THE RIGHT, 61 FEET
 FG0233'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 51 FEET EAST OF THE CENTER OF
 FG0233'U.S. HIGHWAY 65, 16 FEET EAST OF A FENCE, 1 FOOT NORTH OF A METAL
 FG0233'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 FG0233'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0617 ***********************************************************************
 GG0617  DESIGNATION -  DANDY
 GG0617  PID         -  GG0617
 GG0617  STATE/COUNTY-  AR/WASHINGTON
 GG0617  USGS QUAD   -  SONORA (1994)
 GG0617
 GG0617                         *CURRENT SURVEY CONTROL
 GG0617  ___________________________________________________________________
 GG0617* NAD 83(1997)-  36 10 22.84225(N)    094 07 20.06222(W)     ADJUSTED  
 GG0617* NAVD 88     -       412.3    (meters)    1353.     (feet)  VERTCON   
 GG0617  ___________________________________________________________________
 GG0617  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GG0617  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0617
 GG0617  HORZ ORDER  -  FIRST
 GG0617
 GG0617.This mark is at Springdale Airport (ASG)
 GG0617
 GG0617.The horizontal coordinates were established by classical geodetic methods
 GG0617.and adjusted by the National Geodetic Survey in September 1999..
 GG0617
 GG0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0617
 GG0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0617
 GG0617.The geoid height was determined by GEOID03.
 GG0617
 GG0617;                    North         East     Units Scale Factor Converg.
 GG0617;SPC AR N     -   206,160.096   209,086.841   MT  0.99998863   -1 14 05.7
 GG0617;SPC AR N     -   676,376.91    685,979.08   sFT  0.99998863   -1 14 05.7
 GG0617;UTM  15      - 4,003,721.684   399,074.634   MT  0.99972550   -0 39 44.7
 GG0617
 GG0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0617!SPC AR N     -   0.99993969  x   0.99998863  =   0.99992832
 GG0617!UTM  15      -   0.99993969  x   0.99972550  =   0.99966520
 GG0617
 GG0617|---------------------------------------------------------------------|
 GG0617| PID    Reference Object                     Distance      Geod. Az  |
 GG0617|                                                           dddmmss.s |
 GG0617| GG0619 DANDY RM 4                           19.987 METERS 00312     |
 GG0617| GG0616 SPRINGDALE MUN STANDPIPE            APPROX. 3.7 KM 0280718.9 |
 GG0617| GG0614 SPRINGDALE TV CABLE TALLER MST      APPROX. 3.0 KM 0682439.8 |
 GG0617| GG0613 SPRINGDALE WHITE RIVER SPIPE        APPROX. 3.0 KM 0683720.8 |
 GG0617| CI0704 DANDY RM 1                           10.248 METERS 07923     |
 GG0617| GG0612 SPRINGDALE PRICE MTN N MAST         APPROX. 4.1 KM 0961115.2 |
 GG0617| GG0615 FAYETTEVILLE SW BELL TEL MAST       APPROX. 5.3 KM 1484201.9 |
 GG0617| CI0705 DANDY RM 2                            9.283 METERS 17949     |
 GG0617| CI0706 DANDY RM 3                           26.108 METERS 21227     |
 GG0617| GG0652 SPRINGDALE RALSTON PURINA TANK      APPROX. 1.6 KM 2432547.7 |
 GG0617| GG0653 SPRINGDALE HEEKIN CO TANK           APPROX. 1.0 KM 2643527.8 |
 GG0617| CI0703 DANDY AZ MK                                        2931137.1 |
 GG0617| GG0620 DANDY 2                             139.701 METERS 32925     |
 GG0617| GG0618 AIRPORT BCN SPRINGDALE APT          147.469 METERS 35445     |
 GG0617|---------------------------------------------------------------------|
 GG0617
 GG0617                          SUPERSEDED SURVEY CONTROL
 GG0617
 GG0617  NAD 83(1997)-  36 10 22.85305(N)    094 07 20.06288(W) AD(       ) 1
 GG0617  NAD 83(1986)-  36 10 22.85219(N)    094 07 20.06268(W) AD(       ) 1
 GG0617  NAD 27      -  36 10 22.56873(N)    094 07 19.33515(W) AD(       ) 1
 GG0617  NGVD 29 (07/19/86)  412.2    (m)         1352.     (f) VERT ANG       
 GG0617
 GG0617.Superseded values are not recommended for survey control.
 GG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0617.See file dsdata.txt to determine how the superseded data were derived.
 GG0617
 GG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9907503722(NAD 83)
 GG0617_MARKER: DS = TRIANGULATION STATION DISK
 GG0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GG0617_STAMPING: DANDY 1971
 GG0617_MARK LOGO: CGS   
 GG0617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GG0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0617
 GG0617  HISTORY     - Date     Condition        Report By
 GG0617  HISTORY     - 1971     MONUMENTED       NGS
 GG0617  HISTORY     - 1973     GOOD             NGS
 GG0617  HISTORY     - 19810513 GOOD             NGS
 GG0617  HISTORY     - 19990505 MARK NOT FOUND   NGS
 GG0617
 GG0617                          STATION DESCRIPTION
 GG0617
 GG0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0617'THE STATION IS LOCATED ABOUT 1 MILE EAST OF U. S. HIGHWAY 71, 1/2
 GG0617'MILE NORTH OF STATE HIGHWAY 68, 1/2 MILE SOUTH AND 1/2 MILE EAST OF
 GG0617'THE DOWNTOWN BUSINESS SECTION OF SPRINGDALE, ON THE SPRINGDALE
 GG0617'MUNICIPAL AIRPORT, IN THE SOUTHEAST 1/4 OF SECTION 1, R 30 W., T
 GG0617'17 N., AND ON PROPERTY OWNED BY THE CITY OF SPRINGDALE, MR. BOB
 GG0617'SULLIVAN, CITY ENGINEER, PHONE 756-6151.
 GG0617'
 GG0617'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 GG0617'HIGHWAY 62 AND 68 IN THE SOUTH EDGE OF SPRINGDALE, GO EAST ON STATE
 GG0617'HIGHWAY 68 FOR 0.9 MILE TO SOUTH POWELL STREET ON THE LEFT.  TURN
 GG0617'LEFT AND GO NORTH ON SOUTH POWELL STREET FOR 0.5 MILE TO AIRPORT
 GG0617'AVENUE ON THE RIGHT AND HOUSE NUMBERED 915 ON THE LEFT AND THE
 GG0617'AZIMUTH MARK AS DESCRIBED.  TURN RIGHT AND GO EAST ON AIRPORT
 GG0617'AVENUE FOR 0.2 MILE TO THE AIRPORT OFFICE ON RIGHT AND A WIRE
 GG0617'GATE.  PASS THROUGH THE GATE AND GO SOUTH FOR 0.05 MILE TO A
 GG0617'CONCRETE BLOCK HANGAR BUILDING AND STATION AS DESCRIBED.
 GG0617'
 GG0617'STATION MARKS ARE STANDARD DISKS STAMPED DANDY 1971.  THE SURFACE
 GG0617'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GG0617'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 286.5 FEET
 GG0617'SOUTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK HANGAR AND
 GG0617'237 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR.
 GG0617'THE UNDERGROUND MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 GG0617'OF CONCRETE THAT IS SET 36-INCHES BELOW THE GROUND SURFACE.
 GG0617'
 GG0617'REFERENCE MARK 1, A STANDARD DISK STAMPED DANDY NO 1 1971, IS SET
 GG0617'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GG0617'FLUSH WITH THE GROUND SURFACE.  IT IS 258.5 FEET SOUTHWEST OF THE
 GG0617'NORTHWEST CORNER OF THE HANGAR, 205 FEET SOUTHWEST OF THE
 GG0617'SOUTHWEST CORNER OF THE HANGAR AND IS ABOUT THE SAME ELEVATION AS
 GG0617'THE STATION.
 GG0617'
 GG0617'REFERENCE MARK 2, A STANDARD DISK STAMPED DANDY NO 2 1971, IS SET
 GG0617'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GG0617'FLUSH WITH THE GROUND SURFACE.  IT IS 308 FEET SOUTHWEST OF THE
 GG0617'NORTHWEST CORNER OF THE HANGAR, 253 FEET SOUTHWEST OF THE
 GG0617'SOUTHWEST CORNER OF THE HANGAR AND ABOUT THE SAME ELEVATION AS THE
 GG0617'STATION.
 GG0617'
 GG0617'AZIMUTH MARK, A STANDARD DISK STAMPED DANDY 1971, IS CEMENTED IN A
 GG0617'DRILL HOLE ON THE SOUTH CONCRETE RETAINING WALL OF ENTRANCE TO A
 GG0617'PRIVATE GARAGE AT 915 SOUTH POWELL STREET.  IT IS 30 FEET WEST OF
 GG0617'THE CENTER OF SOUTH POWELL STREET, 45 FEET WEST OF JUNCTION OF
 GG0617'SOUTH POWELL STREET AND AIRPORT AVENUE AND 3.5 FEET EAST OF THE
 GG0617'EASE SIDE OF HOUSE NUMBERED 915.
 GG0617'
 GG0617'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GG0617
 GG0617                          STATION RECOVERY (1973)
 GG0617
 GG0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 GG0617'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 GG0617'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED BY
 GG0617'CONSTRUCTION EQUIPMENT.  THE AZIMUTH MARK IS OBSTRUCTED BY
 GG0617'A BUILDING.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT
 GG0617'A DIFFERENCE OF .04 FEET OR 0.012 METERS WAS NOTED.  REFERENCE MARKS
 GG0617'3 AND 4 WERE SET AT THIS TIME, REFERENCE MARK 4 BEING USED FOR
 GG0617'GEOCEIVER STATION 51027 ANTENNA SITE.  SEE DESCRIPTION FOR DANDY
 GG0617'1971 RM 4 1973.
 GG0617'
 GG0617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SPRINGDALE.
 GG0617'
 GG0617'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 GG0617
 GG0617                          STATION RECOVERY (1981)
 GG0617
 GG0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DDR)
 GG0617'THE STATION MARK AND REFERENCE MARKS NO 1 AND NO 4 WERE RECOVERED IN
 GG0617'GOOD CONDITION AS PREVIOUSLY DESCRIBED.  REFERENCE MARK NO 3 WAS NOT
 GG0617'FOUND.  REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE PREVIOUSLY
 GG0617'REPORTED DESTROYED.  THE STATION AND REFERENCE MARKS NO 1 AND NO 4 ARE
 GG0617'GOING TO BE DESTROYED BY CONSTRUCTION OF A NEW HANGAR.  A COMPLETE NEW
 GG0617'STATION, DANDY 2 1981 WAS ESTABLISHED AT THIS DATE.  SEE DESCRIPTION
 GG0617'THEREOF.
 GG0617
 GG0617                          STATION RECOVERY (1999)
 GG0617
 GG0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDR)
 GG0617'THE STATION WAS SEARCHED FOR AND NOT FOUND, DUE TO CONSTRUCTION IS THE
 GG0617'AREA OF WHERE THE STATION WAS LOCATED, IT IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0620 ***********************************************************************
 GG0620  DESIGNATION -  DANDY 2
 GG0620  PID         -  GG0620
 GG0620  STATE/COUNTY-  AR/WASHINGTON
 GG0620  USGS QUAD   -  SONORA (1994)
 GG0620
 GG0620                         *CURRENT SURVEY CONTROL
 GG0620  ___________________________________________________________________
 GG0620* NAD 83(1997)-  36 10 26.74394(N)    094 07 22.90682(W)     ADJUSTED  
 GG0620* NAVD 88     -       411.7    (meters)    1351.     (feet)  VERTCON   
 GG0620  ___________________________________________________________________
 GG0620  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GG0620  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0620
 GG0620  HORZ ORDER  -  SECOND
 GG0620
 GG0620.The horizontal coordinates were established by classical geodetic methods
 GG0620.and adjusted by the National Geodetic Survey in September 1999..
 GG0620.No horizontal observational check was made to the station.
 GG0620
 GG0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0620
 GG0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0620
 GG0620.The geoid height was determined by GEOID03.
 GG0620
 GG0620;                    North         East     Units Scale Factor Converg.
 GG0620;SPC AR N     -   206,281.860   209,018.362   MT  0.99998883   -1 14 07.4
 GG0620;SPC AR N     -   676,776.40    685,754.41   sFT  0.99998883   -1 14 07.4
 GG0620;UTM  15      - 4,003,842.726   399,004.961   MT  0.99972568   -0 39 46.5
 GG0620
 GG0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0620!SPC AR N     -   0.99993978  x   0.99998883  =   0.99992861
 GG0620!UTM  15      -   0.99993978  x   0.99972568  =   0.99966548
 GG0620
 GG0620:                Primary Azimuth Mark                     Grid Az
 GG0620:SPC AR N     -  SPRINGDALE TV CABLE TALLER MST           072 16 44.6
 GG0620:UTM  15      -  SPRINGDALE TV CABLE TALLER MST           071 42 23.7
 GG0620
 GG0620|---------------------------------------------------------------------|
 GG0620| PID    Reference Object                     Distance      Geod. Az  |
 GG0620|                                                           dddmmss.s |
 GG0620| GG0614 SPRINGDALE TV CABLE TALLER MST      APPROX. 3.0 KM 0710237.2 |
 GG0620| GG0613 SPRINGDALE WHITE RIVER SPIPE        APPROX. 3.1 KM 0711237.2 |
 GG0620| AH9982 DANDY 2 RM 5                         15.953 METERS 08415     |
 GG0620| GG0612 SPRINGDALE PRICE MTN N MAST         APPROX. 4.2 KM 0974310.3 |
 GG0620| GG0617 DANDY                               139.701 METERS 14925     |
 GG0620| AH9983 DANDY 2 RM 6                          8.370 METERS 19242     |
 GG0620|---------------------------------------------------------------------|
 GG0620
 GG0620                          SUPERSEDED SURVEY CONTROL
 GG0620
 GG0620  NAD 83(1997)-  36 10 26.75474(N)    094 07 22.90750(W) AD(       ) 2
 GG0620  NAD 83(1986)-  36 10 26.75390(N)    094 07 22.90731(W) AD(       ) 2
 GG0620  NAD 27      -  36 10 26.47049(N)    094 07 22.17971(W) AD(       ) 2
 GG0620  NGVD 29 (07/19/86)  411.6    (m)         1350.     (f) VERT ANG       
 GG0620
 GG0620.Superseded values are not recommended for survey control.
 GG0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0620.See file dsdata.txt to determine how the superseded data were derived.
 GG0620
 GG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9900503843(NAD 83)
 GG0620_MARKER: DH = HORIZONTAL CONTROL DISK
 GG0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0620_STAMPING: DANDY 2 1981
 GG0620_MARK LOGO: NGS   
 GG0620_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GG0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0620+STABILITY: SURFACE MOTION
 GG0620
 GG0620  HISTORY     - Date     Condition        Report By
 GG0620  HISTORY     - 1981     MONUMENTED       NGS
 GG0620  HISTORY     - 19990505 MARK NOT FOUND   NGS
 GG0620
 GG0620                          STATION DESCRIPTION
 GG0620
 GG0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DDR)
 GG0620'THE STATION IS LOCATED AT THE SPRINGDALE MUNICIPAL AIRPORT, ON THE
 GG0620'EAST EDGE OF THE AIRPORT PROPERTY, ABOUT 1 MI (1.61 KM) SOUTHEAST OF
 GG0620'THE CENTER OF SPRINGDALE.  TO REACH THE STATION FROM THE JUNCTION OF
 GG0620'US HIGHWAY 71 AND STATE HIGHWAYS 62 AND 68 IN THE SOUTH EDGE OF
 GG0620'SPRINGDALE, GO EAST ON STATE HIGHWAY 68 FOR 0.9 MI (1.45 KM) TO SOUTH
 GG0620'POWELL STREET, TURN LEFT AND GO NORTH ON SOUTH POWELL STREET FOR 0.5
 GG0620'MI (0.80 KM) TO AIRPORT AVENUE ON THE RIGHT, TURN RIGHT AND GO EAST ON
 GG0620'AIRPORT AVENUE FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT. THE
 GG0620'STATION IS A STANDARD DISK, STAMPED-DANDY 2 1981-, SET IN THE TOP OF A
 GG0620'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 205 FT (62.48 M)
 GG0620'WEST SOUTHWEST OF THE AIRPORT BEACON, 92 FT (28.04 M) WEST NORTHWEST
 GG0620'OF THE NORTHWEST CORNER OF A METAL HANGAR, 44 FT (13.41 M) SOUTH OF
 GG0620'THE CENTER OF AIRPORT AVENUE, 10 FT (3.05 M) SOUTHEAST OF A POWER POLE
 GG0620'WITH TRANSFORMER AT FENCE CORNER, 7.8 FT (2.38 M) EAST OF THE
 GG0620'NORTH-SOUTH FENCE, 7.2 FT (2.19 M) SOUTH OF THE EAST-WEST FENCE AND
 GG0620'1.5 FT (0.46 M) NORTHWEST OF A METAL WITNESS POST AND SIGN. REFERENCE
 GG0620'MARK NO 5 IS A STANDARD DISK, STAMPED-DANDY 2 NO 5 1981-, SET IN THE
 GG0620'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 59 FT
 GG0620'(17.98 M) NORTHWEST OF THE NORTHWEST CORNER OF A METAL HANGAR, 59.8 FT
 GG0620'(18.23 M) EAST OF A FENCE CORNER, 38 FT (11.58 M) SOUTH OF THE CENTER
 GG0620'OF AIRPORT AVENUE, 1.8 FT (0.55 M) SOUTH OF FENCE AND 1 FT (0.30 M)
 GG0620'SOUTH OF A METAL WITNESS POST AND SIGN.  REFERENCE MARK NO 6 IS A
 GG0620'STANDARD DISK, STAMPED-DANDY 2 NO 6 1981-, SET IN THE TOP OF A ROUND
 GG0620'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 88 FT (26.82 M) WEST
 GG0620'NORTHWEST OF THE NORTHWEST CORNER OF METAL HANGAR, 71 FT (21.64 M)
 GG0620'SOUTH OF THE CENTER OF AIRPORT AVENUE, 31.5 FT (9.60 M) SOUTH OF A
 GG0620'POWER POLE WITH TRANSFORMER AT FENCE CORNER, 1.8 FT (0.55 M) EAST OF
 GG0620'FENCELINE AT SOUTH END OF FENCE AND 1 FT (0.30 M) EAST OF A METAL
 GG0620'WITNESS POST AND SIGN.
 GG0620
 GG0620                          STATION RECOVERY (1999)
 GG0620
 GG0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDR)
 GG0620'THE STATION WAS SEARCHED FOR AND NOT FOUND, DUE TO CONSTRUCTION IN THE
 GG0620'AREA OF WHERE THE STATION WAS LOCATED IT IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0619 ***********************************************************************
 GG0619  DESIGNATION -  DANDY RM 4
 GG0619  PID         -  GG0619
 GG0619  STATE/COUNTY-  AR/WASHINGTON
 GG0619  USGS QUAD   -  SONORA (1994)
 GG0619
 GG0619                         *CURRENT SURVEY CONTROL
 GG0619  ___________________________________________________________________
 GG0619* NAD 83(1997)-  36 10 23.48969(N)    094 07 20.01751(W)     ADJUSTED  
 GG0619* NAVD 88     -       412.3    (meters)    1353.     (feet)  VERTCON   
 GG0619  ___________________________________________________________________
 GG0619  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GG0619  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0619
 GG0619  HORZ ORDER  -  THIRD
 GG0619
 GG0619.This mark is at Springdale Airport (ASG)
 GG0619
 GG0619.The horizontal coordinates were established by classical geodetic methods
 GG0619.and adjusted by the National Geodetic Survey in September 1999..
 GG0619.No horizontal observational check was made to the station.
 GG0619
 GG0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0619
 GG0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0619
 GG0619.The geoid height was determined by GEOID03.
 GG0619
 GG0619;                    North         East     Units Scale Factor Converg.
 GG0619;SPC AR N     -   206,180.023   209,088.388   MT  0.99998866   -1 14 05.7
 GG0619;SPC AR N     -   676,442.29    685,984.15   sFT  0.99998866   -1 14 05.7
 GG0619;UTM  15      - 4,003,741.620   399,075.982   MT  0.99972550   -0 39 44.7
 GG0619
 GG0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0619!SPC AR N     -   0.99993969  x   0.99998866  =   0.99992835
 GG0619!UTM  15      -   0.99993969  x   0.99972550  =   0.99966520
 GG0619
 GG0619|---------------------------------------------------------------------|
 GG0619| PID    Reference Object                     Distance      Geod. Az  |
 GG0619|                                                           dddmmss.s |
 GG0619| CI0704 DANDY RM 1                           20.170 METERS 15338     |
 GG0619| GG0617 DANDY                                19.987 METERS 18312     |
 GG0619| CI0706 DANDY RM 3                           44.638 METERS 19949     |
 GG0619| GG0652 SPRINGDALE RALSTON PURINA TANK      APPROX. 1.6 KM 2424916.0 |
 GG0619| GG0653 SPRINGDALE HEEKIN CO TANK           APPROX. 1.0 KM 2632556.2 |
 GG0619| GG0618 AIRPORT BCN SPRINGDALE APT          127.733 METERS 35326     |
 GG0619|---------------------------------------------------------------------|
 GG0619
 GG0619                          SUPERSEDED SURVEY CONTROL
 GG0619
 GG0619  NAD 83(1997)-  36 10 23.50049(N)    094 07 20.01818(W) AD(       ) 3
 GG0619  NAD 83(1986)-  36 10 23.49966(N)    094 07 20.01797(W) AD(       ) 3
 GG0619  NAD 27      -  36 10 23.21618(N)    094 07 19.29043(W) AD(       ) 3
 GG0619  NGVD 29 (07/19/86)  412.2    (m)         1352.     (f) VERT ANG       
 GG0619
 GG0619.Superseded values are not recommended for survey control.
 GG0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0619.See file dsdata.txt to determine how the superseded data were derived.
 GG0619
 GG0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9907603742(NAD 83)
 GG0619_MARKER: DR = REFERENCE MARK DISK
 GG0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0619+STABILITY: SURFACE MOTION
 GG0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0619+SATELLITE: SATELLITE OBSERVATIONS - 1986
 GG0619
 GG0619  HISTORY     - Date     Condition        Report By
 GG0619  HISTORY     - 1973     MONUMENTED       NGS
 GG0619  HISTORY     - 1986     GOOD
 GG0619
 GG0619                          STATION DESCRIPTION
 GG0619
 GG0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 GG0619'THE STATION IS LOCATED ON THE SPRINGDALE MUNICIPAL AIRPORT IN
 GG0619'SPRINGDALE.  THE PRESIDENT OF THE AIRPORT COMMISSION IS MR. LANDRETH
 GG0619'LOYD, PHONE NUMBER 751-5783, THE AIRPORT IS MANAGED BY A MR. THOMAS
 GG0619'WHO LIVES AT THE AIRPORT.  THE STATION WAS USED AS THE ANTENNA
 GG0619'SITE FOR GEOCEIVER STATION 51027.
 GG0619'
 GG0619'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 GG0619'HIGHWAY 68 ON THE SOUTH SIDE OF SPRINGDALE, GO EAST ON STATE HIGHWAY
 GG0619'68 FOR 0.85 MILE TO A CROSSROAD AND A FLASHING TRAFFIC LIGHT.  TURN
 GG0619'LEFT AND GO NORTH ON SOUTH POWELL STREET FOR 0.45 MILE TO A SIDE
 GG0619'ROAD RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO EAST
 GG0619'ON AIRPORT AVENUE FOR 0.2 MILE TO THE STATION ON THE RIGHT BEHIND
 GG0619'A LARGE CONCRETE BLOCK HANGAR.
 GG0619'
 GG0619'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED DANDY 1971 NO
 GG0619'4 1973, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 GG0619'THAT PROJECTS ABOUT 1 INCH.  IT IS 242.5 FEET SOUTHWEST OF THE
 GG0619'NORTHWEST CORNER OF THE BLOCK HANGAR, 208.4 FEET SOUTHWEST OF THE
 GG0619'SOUTHWEST CORNER OF THE BLOCK HANGAR, 159.7 FEET NORTHEAST OF THE
 GG0619'NORTHWEST CORNER OF THE NEW HANGAR, 136.0 FEET NORTH OF THE
 GG0619'NORTH SIDE OF THE NEW HANGAR AND ABOUT THE SAME ELEVATION AS THE
 GG0619'STATION MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 GG0619'OF CONCRETE ABOUT 45 INCHES BELOW THE GROUND SURFACE.
 GG0619'
 GG0619'DANDY 1971 IS A STANDARD TRIANGULATION DISK STAMPED DANDY 1971, SET
 GG0619'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 GG0619'WITH THE GROUND.  IF IS 286.0 FEET SOUTH-SOUTHWEST OF THE NORTHWEST
 GG0619'CORNER OF THE CONCRETE BLOCK HANGAR, 236.7 FEET SOUTHWEST OF
 GG0619'SOUTHWEST CORNER OF BLOCK HANGAR, 106.3 FEET NORTHEAST OF THE
 GG0619'NORTHWEST CORNER OF A NEW METAL HANGAR AND 70.5 FEET NORTH OF THE
 GG0619'NORTH SIDE OF THE HANGAR.  THE UNDERGROUND MARK IS SET 36 INCHES
 GG0619'BELOW THE GROUND SURFACE.
 GG0619'
 GG0619'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DANDY NO 1 1971, SET
 GG0619'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 GG0619'WITH THE GROUND.  IT IS 258.5 FEET SOUTH-SOUTHWEST OF THE NORTHWEST
 GG0619'CORNER OF THE BLOCK HANGAR, 205.2 FEET SOUTHWEST OF THE SOUTHWEST
 GG0619'CORNER OF THE BLOCK HANGAR, 136.5 FEET NORTHEAST OF THE NORTHWEST
 GG0619'CORNER OF THE NEW METAL HANGAR, 77.0 FEET NORTH OF THE NORTH
 GG0619'SIDE OF NEW HANGAR AND ABOUT THE SAME ELEVATION AS THE STATION
 GG0619'MARK.
 GG0619'
 GG0619'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DANDY 1971 NO 3 1973,
 GG0619'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE NEW HANGER.
 GG0619'IT IS 34.0 FEET EAST OF THE NORTHWEST CORNER OF THE HANGER, 1.5
 GG0619'FEET SOUTH OF THE NORTH SIDE OF THE HANGAR AND ABOUT 2 FOOT HIGHER
 GG0619'THAN THE STATION MARK.
 GG0619'
 GG0619'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GG0619'
 GG0619'NEAREST TOWN--SPRINGDALE.
 GG0619
 GG0619                          STATION RECOVERY (1986)
 GG0619
 GG0619'RECOVERED 1986
 GG0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2095 ***********************************************************************
 EH2095  DESIGNATION -  DANIEL RESET
 EH2095  PID         -  EH2095
 EH2095  STATE/COUNTY-  AR/LONOKE
 EH2095  USGS QUAD   -  LONOKE (1982)
 EH2095
 EH2095                         *CURRENT SURVEY CONTROL
 EH2095  ___________________________________________________________________
 EH2095* NAD 83(1997)-  34 47 04.29360(N)    091 56 45.65357(W)     ADJUSTED  
 EH2095* NAVD 88     -        72.958  (meters)     239.36   (feet)  ADJUSTED  
 EH2095  ___________________________________________________________________
 EH2095  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 EH2095  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH2095  DYNAMIC HT  -          72.890 (meters)     239.14  (feet)  COMP
 EH2095  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 EH2095
 EH2095  HORZ ORDER  -  FIRST
 EH2095  VERT ORDER  -  FIRST     CLASS II
 EH2095
 EH2095.The horizontal coordinates were established by classical geodetic methods
 EH2095.and adjusted by the National Geodetic Survey in September 1999..
 EH2095
 EH2095.The orthometric height was determined by differential leveling
 EH2095.and adjusted by the National Geodetic Survey in June 1991..
 EH2095
 EH2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2095
 EH2095.The geoid height was determined by GEOID03.
 EH2095
 EH2095.The dynamic height is computed by dividing the NAVD 88
 EH2095.geopotential number by the normal gravity value computed on the
 EH2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2095.degrees latitude (g = 980.6199 gals.).
 EH2095
 EH2095.The modeled gravity was interpolated from observed gravity values.
 EH2095
 EH2095;                    North         East     Units Scale Factor Converg.
 EH2095;SPC AR S     -   634,906.445   404,941.106   MT  1.00000403   +0 01 48.8
 EH2095;SPC AR S     - 2,083,022.23  1,328,544.28   sFT  1.00000403   +0 01 48.8
 EH2095;UTM  15      - 3,849,654.274   596,431.243   MT  0.99971461   +0 36 04.8
 EH2095
 EH2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2095!SPC AR S     -   0.99999274  x   1.00000403  =   0.99999677
 EH2095!UTM  15      -   0.99999274  x   0.99971461  =   0.99970736
 EH2095
 EH2095:                Primary Azimuth Mark                     Grid Az
 EH2095:SPC AR S     -  LONOKE W BASE                            090 13 01.4
 EH2095:UTM  15      -  LONOKE W BASE                            089 38 45.4
 EH2095
 EH2095|---------------------------------------------------------------------|
 EH2095| PID    Reference Object                     Distance      Geod. Az  |
 EH2095|                                                           dddmmss.s |
 EH2095| EH2113 LONOKE W BASE                       APPROX. 4.5 KM 0901450.2 |
 EH2095| EH2096 DANIEL RM 1                           9.298 METERS 15254     |
 EH2095| CY5926 DANIEL RM                             9.581 METERS 15537     |
 EH2095| EH2094 DANIEL RM 2                          21.310 METERS 25130     |
 EH2095|---------------------------------------------------------------------|
 EH2095
 EH2095                          SUPERSEDED SURVEY CONTROL
 EH2095
 EH2095  NAD 83(1986)-  34 47 04.29897(N)    091 56 45.64561(W) AD(       ) 1
 EH2095  NAD 27      -  34 47 03.97700(N)    091 56 45.14000(W) AD(       ) 1
 EH2095  NGVD 29 (??/??/??)   72.976  (m)          239.42   (f) ADJUSTED    1 2
 EH2095
 EH2095.Superseded values are not recommended for survey control.
 EH2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2095.See file dsdata.txt to determine how the superseded data were derived.
 EH2095
 EH2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9643149654(NAD 83)
 EH2095_MARKER: DS = TRIANGULATION STATION DISK
 EH2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2095_STAMPING: DANIEL 1916 1935 1940
 EH2095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2095+STABILITY: SURFACE MOTION
 EH2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2095+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2095
 EH2095  HISTORY     - Date     Condition        Report By
 EH2095  HISTORY     - 1940     MONUMENTED       CGS
 EH2095  HISTORY     - 1954     GOOD             CGS
 EH2095  HISTORY     - 1967     GOOD             CGS
 EH2095  HISTORY     - 1967     GOOD             CGS
 EH2095  HISTORY     - 19980801 GOOD             NRCS
 EH2095  HISTORY     - 20030609 GOOD             USACE
 EH2095
 EH2095                          STATION DESCRIPTION
 EH2095
 EH2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2095'THE ORIGINIAL STATION MONUMENT WAS FOUND ON THE SURFACE
 EH2095'OF THE GROUND AS DUG OUT AND LEFT BY E.R. MARTIN IN 1935.
 EH2095'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  FROM
 EH2095'THE REFERENCE MARKS THE UNDERGROUND MARK AND SURFACE MARK
 EH2095'WERE RE-SET BY 1935 MEASUREMENTS TO REFERENCE MARKS.  WHEN
 EH2095'THE STATION MONUMENT WAS FOUND IT WAS BROKEN UP, THE UNDERGROUND
 EH2095'MARK WAS FOUND INSIDE IT.
 EH2095'
 EH2095'THE STATION IS DESCRIBED AS FOLLOWS- STATION DANIEL 1916,
 EH2095'1935, 1940 IS LOCATED LONOKE COUNTY, ON THE RIGHT-OF-WAY
 EH2095'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, ABOUT 2.5
 EH2095'MILES W OF THE LONOKE RAILROAD STATION, 12.8 METERS W OF A
 EH2095'PRIVATE ROAD ON THE W.M. DANIELS PLANTATION.  IT IS 20.2 FEET
 EH2095'S OF THE S RAIL AND 30 FEET N OF THE S RIGHT-OF-WAY FENCE.
 EH2095'THE MARK IS SET FLUSH WITH THE GROUND AND IS STAMPED DANIEL
 EH2095'1916,1935, 1940.
 EH2095'
 EH2095'REFERENCE MARK NO.1 IS ON THE RAILROAD RIGHT-OF-WAY, 47.2
 EH2095'FEET S OF THE S RAIL, 15 FEET W OF THE CENTER LINE OF A N-S
 EH2095'ROAD AND 1.5 FEET N OF THE RIGHT-OF-WAY FENCE.  IT IS AT
 EH2095'THE SAME ELEVATION AS THE STATION, SET FLUSH WITH THE GROUND
 EH2095'AND IS STAMPED R.M. 1, DANIEL 1916, 1920.
 EH2095'
 EH2095'REFERENCE MARK NO.2 IS 43.2 FEET S OF THE S RAIL AND 6 FEET
 EH2095'N OF THE S RIGHT-OF-WAY FENCE.  IT IS AT THE SAME ELEVATION
 EH2095'AS THE STATION, SET FLUSH WITH THE GROUND AND IS STAMPED
 EH2095'R.M. 2, DANIEL 1916, 1920.
 EH2095'
 EH2095'TO REACH FROM THE DEPOT IN LONOKE, GO W ON U.S. 70, 0.4 MILE,
 EH2095'TURN RIGHT, CROSS TRACKS AND GO ONE BLOCK TO ESSO BULK PLANT.
 EH2095'TURN LEFT, W AND GO 0.2 MILE TO END OF PAVEMENT.  TURN RIGHT
 EH2095'N AND GO 0.35 MILE, TURN LEFT, W AND FOLLOW MAIN TRAVELED
 EH2095'ROAD FOR 1.9 MILES TO ENTRANCE TO FARM, TURN LEFT, S AND
 EH2095'FOLLOW MAIN TRAVELED ROAD THROUGH FARM YARDS, ABOUT 1/2
 EH2095'MILE TO RAILROAD TRACKS AND THE STATION ON THE RIGHT.
 EH2095
 EH2095                          STATION RECOVERY (1954)
 EH2095
 EH2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH2095'2.6 MI. W ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2095'FROM THE STATION AT LONOKE, AT A PRIVATE-ROAD CROSSING, 40
 EH2095'FT. W OF THE CENTERLINE OF A PRIVATE ROAD, 20.2 FT. S OF
 EH2095'THE S RAIL, AND 1.8 FT. E OF A WITNESS POST.  A
 EH2095'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 EH2095'IS 0.2 FT.  BELOW THE TOP OF THE GROUND, AND STAMPED
 EH2095'DANIEL 1916 1935 1940.
 EH2095'
 EH2095'REFERENCE MARK 1 IS 30.5 FT. SE OF THE STATION, 1.5 FT.
 EH2095'N OF A FENCE, AND 1 FT. W OF A WITNESS POST.  A REFERENCE-MARK
 EH2095'DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH2095'THE GROUND, AND STAMPED RM 1 DANIEL 1916 1920.
 EH2095'
 EH2095'REFERENCE MARK 2 IS 69.4 FT. SW OF THE STATION, 43.2 FT.
 EH2095'S OF THE S RAIL, 19 FT. NE OF A FENCE CORNER, AND 5 FT. N OF
 EH2095'A FENCE.  A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 EH2095'POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED DANIEL
 EH2095'RM 2 1916 1920.
 EH2095
 EH2095                          STATION RECOVERY (1967)
 EH2095
 EH2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH2095'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  FOLLOWING
 EH2095'IS A NEW AND COMPLETE DESCRIPTION.
 EH2095'
 EH2095'THE STATION IS LOCATED 2.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 EH2095'AND PACIFIC RAILROAD FROM THE STATION IN LONOKE AND ON THE
 EH2095'RAILROAD RIGHT-OF-WAY.
 EH2095'
 EH2095'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 89 AT THE
 EH2095'COURTHOUSE IN LONOKE, GO WEST ON STATE HIGHWAY 89 FOR 1.2 MILES TO
 EH2095'A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 1.9
 EH2095'MILES TO A FARM ROAD LEFT.  TURN LEFT AND GO SOUTH ON FARM ROAD
 EH2095'PASSING TWO FARM HOUSES FOR 0.5 MILE TO A RAILROAD CROSSING AND
 EH2095'THE STATION ON THE RIGHT AND SOUTH SIDE OF THE TRACKS.
 EH2095'
 EH2095'STATION MARK IS A STANDARD DISK, STAMPED DANIEL 1916 1935 1940, SET
 EH2095'IN THE TOP OF A SQUARE CONCRETE POST 2 INCHES BELOW THE GROUND
 EH2095'SURFACE.  IT IS 30.5 FEET NORTHWEST OF REFERENCE MARK 1, 69.4 FEET
 EH2095'NORTHEAST OF REFERENCE MARK 2, 39 FEET SOUTHWEST OF THE CENTER OF
 EH2095'THE CROSSING, 6 RAILS WEST OF MILEPOST 114, 32 FEET NORTHEAST OF
 EH2095'A TELEPHONE LINE POLE AND 20.2 FEET SOUTH OF THE SOUTH RAIL.
 EH2095'
 EH2095'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DANIEL NO 1 1916
 EH2095'1920, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 EH2095'GROUND.  IT IS 47.2 FEET SOUTH OF THE SOUTH RAIL, 17 FEET WEST OF
 EH2095'THE CENTER OF A GATE, 43 FEET EAST OF THE TELEPHONE LINE POLE, 1.5
 EH2095'FEET NORTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 EH2095'
 EH2095'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DANIEL RM 2 1916 1920,
 EH2095'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EH2095'IS 43.2 FEET SOUTH OF THE SOUTH RAIL, 39 FEET WEST OF A TELEPHONE
 EH2095'LINE POLE, 18 FEET EAST-NORTHEAST OF THE EAST GATE POST OF A GATE
 EH2095'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 EH2095'
 EH2095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.6 MILES WEST
 EH2095'OF LONOKE.
 EH2095
 EH2095                          STATION RECOVERY (1967)
 EH2095
 EH2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2095'2.6 MI W FROM LONOKE.
 EH2095'IT IS 2.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2095'RAILROAD FROM THE STATION IN LONOKE, AT A PRIVATE ROAD CROSSING, 39
 EH2095'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 32 FEET NORTHEAST OF
 EH2095'TELEPHONE LINE POLE NUMBER 4711, 6 RAILS WEST OF MILEPOST 114 AND SET
 EH2095'IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE GROUND SURFACE.
 EH2095
 EH2095                          STATION RECOVERY (1998)
 EH2095
 EH2095'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH2095'RECOVERED AS DESCRIBED.
 EH2095
 EH2095                          STATION RECOVERY (2003)
 EH2095
 EH2095'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2095'RAILROAD ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2096 ***********************************************************************
 EH2096  DESIGNATION -  DANIEL RM 1
 EH2096  PID         -  EH2096
 EH2096  STATE/COUNTY-  AR/LONOKE
 EH2096  USGS QUAD   -  LONOKE (1982)
 EH2096
 EH2096                         *CURRENT SURVEY CONTROL
 EH2096  ___________________________________________________________________
 EH2096* NAD 83(1986)-  34 47 05.     (N)    091 56 46.     (W)     SCALED    
 EH2096* NAVD 88     -        73.065  (meters)     239.71   (feet)  ADJUSTED  
 EH2096  ___________________________________________________________________
 EH2096  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH2096  DYNAMIC HT  -          72.998 (meters)     239.49  (feet)  COMP
 EH2096  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 EH2096
 EH2096  VERT ORDER  -  FIRST     CLASS II
 EH2096
 EH2096.The horizontal coordinates were scaled from a topographic map and have
 EH2096.an estimated accuracy of +/- 6 seconds.
 EH2096
 EH2096.The orthometric height was determined by differential leveling
 EH2096.and adjusted by the National Geodetic Survey in June 1991..
 EH2096
 EH2096.The geoid height was determined by GEOID03.
 EH2096
 EH2096.The dynamic height is computed by dividing the NAVD 88
 EH2096.geopotential number by the normal gravity value computed on the
 EH2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2096.degrees latitude (g = 980.6199 gals.).
 EH2096
 EH2096.The modeled gravity was interpolated from observed gravity values.
 EH2096
 EH2096;                    North         East    Units  Estimated Accuracy
 EH2096;SPC AR S     -   634,930.      404,930.      MT  (+/- 180 meters Scaled)
 EH2096
 EH2096                          SUPERSEDED SURVEY CONTROL
 EH2096
 EH2096  NGVD 29 (??/??/??)   73.083  (m)          239.77   (f) ADJUSTED    1 2
 EH2096
 EH2096.Superseded values are not recommended for survey control.
 EH2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2096.See file dsdata.txt to determine how the superseded data were derived.
 EH2096
 EH2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU964496(NAD 83)
 EH2096_MARKER: DR = REFERENCE MARK DISK
 EH2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2096_STAMPING: DANIEL NO 1 1916 1920
 EH2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2096+STABILITY: SURFACE MOTION
 EH2096
 EH2096  HISTORY     - Date     Condition        Report By
 EH2096  HISTORY     - 1916     MONUMENTED       CGS
 EH2096  HISTORY     - 1967     GOOD             CGS
 EH2096
 EH2096                          STATION DESCRIPTION
 EH2096
 EH2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2096'2.6 MI W FROM LONOKE.
 EH2096'IT IS 2.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2096'RAILROAD FROM THE STATION IN LONOKE, AT A PRIVATE ROAD CROSSING, 47.2
 EH2096'FEET SOUTH OF THE SOUTH RAIL 30.5 FEET SOUTHEAST OF TRIANGULATION
 EH2096'STATION DANIEL, 17 FEET WEST OF THE CENTER OF A GATE, 43 FEET EAST OF
 EH2096'TELEPHONE LINE POLE NUMBER 4711, 1.5 FEET NORTH OF A FENCE, 1 FOOT
 EH2096'WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 EH2096'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2094 ***********************************************************************
 EH2094  DESIGNATION -  DANIEL RM 2
 EH2094  PID         -  EH2094
 EH2094  STATE/COUNTY-  AR/LONOKE
 EH2094  USGS QUAD   -  LONOKE (1982)
 EH2094
 EH2094                         *CURRENT SURVEY CONTROL
 EH2094  ___________________________________________________________________
 EH2094* NAD 83(1986)-  34 47 03.     (N)    091 56 44.     (W)     SCALED    
 EH2094* NAVD 88     -        73.080  (meters)     239.76   (feet)  ADJUSTED  
 EH2094  ___________________________________________________________________
 EH2094  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2094  DYNAMIC HT  -          73.012 (meters)     239.54  (feet)  COMP
 EH2094  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 EH2094
 EH2094  VERT ORDER  -  FIRST     CLASS II
 EH2094
 EH2094.The horizontal coordinates were scaled from a topographic map and have
 EH2094.an estimated accuracy of +/- 6 seconds.
 EH2094
 EH2094.The orthometric height was determined by differential leveling
 EH2094.and adjusted by the National Geodetic Survey in June 1991..
 EH2094
 EH2094.The geoid height was determined by GEOID03.
 EH2094
 EH2094.The dynamic height is computed by dividing the NAVD 88
 EH2094.geopotential number by the normal gravity value computed on the
 EH2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2094.degrees latitude (g = 980.6199 gals.).
 EH2094
 EH2094.The modeled gravity was interpolated from observed gravity values.
 EH2094
 EH2094;                    North         East    Units  Estimated Accuracy
 EH2094;SPC AR S     -   634,870.      404,980.      MT  (+/- 180 meters Scaled)
 EH2094
 EH2094                          SUPERSEDED SURVEY CONTROL
 EH2094
 EH2094  NGVD 29 (??/??/??)   73.098  (m)          239.82   (f) ADJUSTED    1 2
 EH2094
 EH2094.Superseded values are not recommended for survey control.
 EH2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2094.See file dsdata.txt to determine how the superseded data were derived.
 EH2094
 EH2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU964496(NAD 83)
 EH2094_MARKER: DR = REFERENCE MARK DISK
 EH2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2094_STAMPING: DANIEL RM 2 1916 1920
 EH2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2094+STABILITY: SURFACE MOTION
 EH2094
 EH2094  HISTORY     - Date     Condition        Report By
 EH2094  HISTORY     - 1935     MONUMENTED       CGS
 EH2094  HISTORY     - 1967     GOOD             CGS
 EH2094
 EH2094                          STATION DESCRIPTION
 EH2094
 EH2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2094'2.6 MI W FROM LONOKE.
 EH2094'2.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2094'FROM THE STATION IN LONOKE, AT A PRIVATE ROAD CROSSING, 43.2 FEET
 EH2094'SOUTH OF THE SOUTH RAIL, 69.4 FEET SOUTHWEST OF TRIANGULATION STATION
 EH2094'DANIEL, 39 FEET WEST OF A TELEPHONE LINE POLE, 18 FEET EAST-NORTHEAST
 EH2094'OF THE EAST GATE POST OF A GATE AND SET IN THE TOP OF A CONCRETE POST
 EH2094'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1850 ***********************************************************************
 FG1850  DESIGNATION -  DANVILLE
 FG1850  PID         -  FG1850
 FG1850  STATE/COUNTY-  AR/YELL
 FG1850  USGS QUAD   -  DANVILLE MOUNTAIN (1972)
 FG1850
 FG1850                         *CURRENT SURVEY CONTROL
 FG1850  ___________________________________________________________________
 FG1850* NAD 83(1997)-  35 03 14.07230(N)    093 19 48.01341(W)     ADJUSTED  
 FG1850* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 FG1850  ___________________________________________________________________
 FG1850  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 FG1850  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FG1850
 FG1850  HORZ ORDER  -  FIRST
 FG1850
 FG1850.The horizontal coordinates were established by classical geodetic methods
 FG1850.and adjusted by the National Geodetic Survey in September 1999..
 FG1850
 FG1850.The orthometric height was scaled from a topographic map.
 FG1850
 FG1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1850
 FG1850.The geoid height was determined by GEOID03.
 FG1850
 FG1850;                    North         East     Units Scale Factor Converg.
 FG1850;SPC AR N     -    80,761.455   278,672.378   MT  0.99997848   -0 46 26.1
 FG1850;SPC AR N     -   264,964.87    914,277.63   sFT  0.99997848   -0 46 26.1
 FG1850;UTM  15      - 3,879,071.167   469,906.320   MT  0.99961116   -0 11 22.3
 FG1850
 FG1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1850!SPC AR N     -   0.99994952  x   0.99997848  =   0.99992800
 FG1850!UTM  15      -   0.99994952  x   0.99961116  =   0.99956070
 FG1850
 FG1850:                Primary Azimuth Mark                     Grid Az
 FG1850:SPC AR N     -  DANVILLE AZ MK                           175 27 45.9
 FG1850:UTM  15      -  DANVILLE AZ MK                           174 52 42.1
 FG1850
 FG1850|---------------------------------------------------------------------|
 FG1850| PID    Reference Object                     Distance      Geod. Az  |
 FG1850|                                                           dddmmss.s |
 FG1850| CI0709 DANVILLE AZ MK                                     1744119.8 |
 FG1850| CI0710 DANVILLE RM 1                         9.446 METERS 18856     |
 FG1850| CI0711 DANVILLE RM 2                        13.770 METERS 26134     |
 FG1850|---------------------------------------------------------------------|
 FG1850
 FG1850                          SUPERSEDED SURVEY CONTROL
 FG1850
 FG1850  NAD 83(1997)-  35 03 14.08417(N)    093 19 48.00865(W) AD(       ) 1
 FG1850  NAD 83(1986)-  35 03 14.08406(N)    093 19 48.00816(W) AD(       ) 1
 FG1850  NAD 27      -  35 03 13.76300(N)    093 19 47.35100(W) AD(       ) 1
 FG1850
 FG1850.Superseded values are not recommended for survey control.
 FG1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1850.See file dsdata.txt to determine how the superseded data were derived.
 FG1850
 FG1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6990679071(NAD 83)
 FG1850_MARKER: DD = SURVEY DISK
 FG1850_SETTING: 80 = SET IN A BOULDER
 FG1850_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1850
 FG1850  HISTORY     - Date     Condition        Report By
 FG1850  HISTORY     - 1916     MONUMENTED       CGS
 FG1850  HISTORY     - 1935     GOOD             ARGS
 FG1850  HISTORY     - 1939     GOOD             ARGS
 FG1850  HISTORY     - 1940     GOOD             CGS
 FG1850  HISTORY     - 1956     GOOD             CGS
 FG1850  HISTORY     - 1967     GOOD             CGS
 FG1850  HISTORY     - 1972     GOOD             NGS
 FG1850
 FG1850                          STATION DESCRIPTION
 FG1850
 FG1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 FG1850'STATION IS ABOUT 3-1/2 MILES E OF DANVILLE, ON HIGHEST POINT
 FG1850'OF PROMINENT ROCKY KNOB KNOWN AS BUNKER HILL, 7.45 METERS
 FG1850'(24.4 FEET) E OF NAIL IN TRIANGULAR BLAZE ON 12-INCH OAK ON
 FG1850'CREST OF RIDGE, AND 5.8 METERS (19 FEET) FROM NAIL IN TRIANGULAR
 FG1850'BLAZE ON 8-INCH PINE DOWN N SLOPE OF RIDGE.  SURFACE AND
 FG1850'UNDERGROUND MARKS ARE STANDARD DISKS IN BOULDERS WEDGED IN DRILL
 FG1850'HOLES.  REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FG1850'HOLES IN BOULDERS.  NO.1 IS 9.47 METERS (31.1 FEET) FROM
 FG1850'STATION, S 08 DEG 57 MIN W AND NO. 2 IS 13.82 METERS
 FG1850'(45.3 FEET), S 81 DEG 30 MIN W, PLAINVIEW WATER TANK
 FG1850'IS DISTANT FROM STATION 4 MILES, S 20 DEG 46 MIN 11 SEC E.
 FG1850'AND DANVILLE WATER TANK, 2-1/2 MILES, N 84 DEG 59 MIN W,
 FG1850'ELEVATION OF STATION MARK IS 384.9 METERS (1,263
 FG1850'FEET).
 FG1850
 FG1850                          STATION RECOVERY (1935)
 FG1850
 FG1850'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 FG1850'ORIGINAL DESCRIPTION OF THIS STATION IS VERY GOOD, AND THE
 FG1850'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 FG1850'IN GOOD CONDITION.  BOTH WITNESS TREES ARE STILL STANDING AND
 FG1850'ARE IN GOOD CONDITION.
 FG1850
 FG1850                          STATION RECOVERY (1939)
 FG1850
 FG1850'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1939
 FG1850'STATION MARK AND TWO REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FG1850'NAIL IN TRIANGULAR BLAZE IN 12-INCH OAK WAS RECOVERED, BUT NAIL
 FG1850'IN TRIANGULAR BLAZE ON 8-INCH PINE DOWN N SLOPE OF HILL WAS NOT
 FG1850'SEARCHED FOR.
 FG1850
 FG1850                          STATION RECOVERY (1940)
 FG1850
 FG1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1850'STATION RECOVERED AS DESCRIBED BY E.H.P.  ALL MARKS FOUND IN
 FG1850'GOOD CONDITION.  A NEW AZIMUTH MARK WAS SET AT THIS TIME.  THE
 FG1850'1940 MEASUREMENTS TO THE REFERENCE MARKS DO NOT CHECK THE OLD
 FG1850'MEASUREMENTS.  THE 1940 MEASUREMENTS ARE HORIZONTAL AND ARE TO BE
 FG1850'CONSIDERED AS CORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 FG1850'
 FG1850'STATION IS LOCATED ABOUT 6 MILES WNW OF OLA AND 3.5 MILES E
 FG1850'OF DANVILLE, ON THE HIGHEST POINT OF A PROMINENT ROCKY KNOB
 FG1850'KNOWN AS BUNKER HILL.
 FG1850'
 FG1850'REFERENCE MARK NO.1 IS SET FLUSH IN A BOULDER AND IS STAMPED,
 FG1850'DANVILLE 1916-1928.  IT IS ABOUT 8 FEET LOWER THAN THE STATION.
 FG1850'THE TOP OF BOULDER IS FLUSH WITH THE GROUND.
 FG1850'
 FG1850'REFERENCE MARK NO.2 IS SET FLUSH IN A BOULDER AND IS STAMPED,
 FG1850'DANVILLE 1916-1928.  IT IS ABOUT ON THE SAME LEVEL AS THE
 FG1850'STATION.  THE TOP OF THE BOULDER IS FLUSH WITH THE GROUND.
 FG1850'
 FG1850'THE AZIMUTH MARK IS LOCATED ON THE S SIDE OF A GRADED ROAD
 FG1850'ABOUT 1 MILE SW OF THE STATION.  THE MARK IS STAMPED, DANVILLE
 FG1850'1940 AND PROJECTS 4 INCHES.  IT IS 3.3 FEET W OF A WHITE
 FG1850'REFERENCE POST, 4.6 FEET E OF A TELEPHONE POLE, 26 FEET S OF
 FG1850'THE CENTER OF A GRADED ROAD, AND 70 FEET NE OF AN OLD HOUSE.
 FG1850'
 FG1850'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY 10 AND
 FG1850'27 AT THE SE EDGE OF DANVILLE, GO E ON STATE HIGHWAY 10 FOR
 FG1850'1.3 MILES TO A GRADED ROAD TO THE RIGHT, (S), TURN RIGHT AND
 FG1850'FOLLOW GRADED ROAD S AND SE 3.2 MILES TO A TRACK TO THE LEFT,
 FG1850'(E), TOWARD A RED BARN, (FROM HERE CONTINUE ON GRADED ROAD 0.05
 FG1850'MILE TO AZIMUTH ON THE RIGHT, (S), SIDE OF THE ROAD NEAR AN
 FG1850'OLD HOUSE) TURN LEFT AND FOLLOW TRACK ROAD 0.2 MILE TO WHERE
 FG1850'ROAD TURNS RIGHT TO A FARMHOUSE AND A DIM TRACK ROAD BEARS TO
 FG1850'THE LEFT, BEAR LEFT ON DIM ROAD ACROSS SMALL WASH 0.1 MILE TO
 FG1850'A WIRE GATE, PASS THROUGH GATE AND CONTINUE ON OLD ROAD 0.2
 FG1850'MILE TO A TRIANGLE-BLAZED OAK TREE AND A DIM ROAD TO THE
 FG1850'LEFT, TURN LEFT AND FOLLOW DIM ROAD 0.3 MILE TO A
 FG1850'TRIANGLE-BLAZED OAK TREE AND END OF TRUCK TRAVEL.  FROM
 FG1850'HERE, A 20-MINUTE PACK NORTHEASTERLY TO HIGHEST POINT
 FG1850'AND STATION.
 FG1850
 FG1850                          STATION RECOVERY (1956)
 FG1850
 FG1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 FG1850'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FG1850'WERE RECOVERED AND FOUND TO BE AS DESCRIBED IN THE 1940
 FG1850'DESCRIPTION.  ALL OF THE MARKS WERE FOUND TO BE IN GOOD
 FG1850'CONDITION.
 FG1850'
 FG1850'THE DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK
 FG1850'WERE CHECKED BETWEEN THE ANGLES OF THE MARKS AND FOUND TO BE
 FG1850'CORRECT.  HORIZONTAL DISTANCES TO THE REFERENCE MARKS WERE
 FG1850'MADE AND THEY WERE FOUND TO CHECK THE 1940 DISTANCES.
 FG1850'
 FG1850'THE 1940 ROUTE TO STATION WAS FOUND TO BE ADEQUATE.  THE STATION
 FG1850'CAN ALSO BE REACHED AS FOLLOWS- FROM THE JUNCTION OF STATE
 FG1850'HIGHWAYS 7 AND 28 AT PLAINVIEW, DRIVE WEST ON STATE HIGHWAY
 FG1850'28 FOR 0.4 MILE TO THE PLAINVIEW SCHOOL ON THE RIGHT.  CONTINUE
 FG1850'STRAIGHT AHEAD, WEST, ON HIGHWAY FOR 0.1 MILE TO A SIDE ROAD
 FG1850'ON THE RIGHT.  TURN RIGHT AND DRIVE NORTHERLY FOR 0.6 MILE TO
 FG1850'A Y-FORK.  KEEP LEFT FORK AND DRIVE NORTHERLY FOR 1.7 MILES TO
 FG1850'A CROSSROAD.  CONTINUE STRAIGHT AHEAD, NORTH, FOR 2.35 MILES
 FG1850'TO A TRACK ROAD ON THE LEFT AND THE AZIMUTH MARK.  KEEP
 FG1850'STRAIGHT AHEAD FOR 0.05 MILE TO A TRACK ROAD ON THE RIGHT.
 FG1850'TURN RIGHT AND DRIVE NORTHWEST FOR 0.1 MILE TO A Y-FORK AT A
 FG1850'POWERLINE.  KEEP RIGHT FORK AND DRIVE EAST AND NORTH FOR 0.2
 FG1850'MILE TO THREE FORKS, JUST NORTH OF A BARN.  KEEP THE
 FG1850'CENTER ROAD OF THE THREE AND DRIVE NORTH FOR 0.2 MILE TO THE
 FG1850'SUMMIT OF THE RIDGE AND A DIM TRACK ROAD ON THE LEFT.  TURN
 FG1850'LEFT AND DRIVE NORTHWESTERLY UP THE RIDGE ON THE DIM
 FG1850'TRACKS FOR 0.4 MILE.  FROM THIS POINT A DODGE POWER-WAGON WAS
 FG1850'DRIVEN TO THE STATION BY CONTINUING ON THE RIDGE TO THE
 FG1850'SUMMIT, A DISTANCE OF ABOUT 0.4 MILE.
 FG1850
 FG1850                          STATION RECOVERY (1967)
 FG1850
 FG1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1850'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE
 FG1850'1956 DESCRIPTION BY L. S. BAKER IS ADEQUATE.
 FG1850'
 FG1850'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 FG1850
 FG1850                          STATION RECOVERY (1972)
 FG1850
 FG1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1850'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FG1850'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1956 DESCRIPTION OF THE
 FG1850'ROUTE TO REACH THE STATION IS ADEQUATE FOR RECOVERY WITH THE
 FG1850'EXCEPTION THAT THE HIGHWAY JUNCTIONS IN PLAINVIEW ARE STATE HIGHWAYS
 FG1850'60 AND 28 INSTEAD OF STATE HIGHWAYS 7 AND 28.  A FOUR-WHEEL
 FG1850'DRIVE VEHICLE COULD BE DRIVEN TO THIS STATION.  FOLLOWING ARE
 FG1850'ADDITIONAL NOTES FOR THE AZIMUTH MARK.
 FG1850'
 FG1850'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 8
 FG1850'FEET NORTHWEST OF AN 8-INCH OAK TREE AND 1 FOOT EAST OF A METAL
 FG1850'WITNESS POST WITH SIGN ATTACHED.
 FG1850'
 FG1850'THIS STATION WAS NOT OCCUPIED THIS DATE.
 FG1850'
 FG1850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 FG1850'EAST OF DANVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1851 ***********************************************************************
 FG1851  DESIGNATION -  DANVILLE MUNICIPAL TANK
 FG1851  PID         -  FG1851
 FG1851  STATE/COUNTY-  AR/YELL
 FG1851  USGS QUAD   -  DANVILLE (1972)
 FG1851
 FG1851                         *CURRENT SURVEY CONTROL
 FG1851  ___________________________________________________________________
 FG1851* NAD 83(1997)-  35 03 21.95158(N)    093 23 39.48280(W)     ADJUSTED  
 FG1851* NAVD 88     -                                                        
 FG1851  ___________________________________________________________________
 FG1851  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 FG1851  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FG1851
 FG1851  HORZ ORDER  -  THIRD
 FG1851
 FG1851.The horizontal coordinates were established by classical geodetic methods
 FG1851.and adjusted by the National Geodetic Survey in September 1999..
 FG1851
 FG1851
 FG1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1851
 FG1851.The geoid height was determined by GEOID03.
 FG1851
 FG1851;                    North         East     Units Scale Factor Converg.
 FG1851;SPC AR N     -    81,085.385   272,810.795   MT  0.99997813   -0 48 40.8
 FG1851;SPC AR N     -   266,027.63    895,046.75   sFT  0.99997813   -0 48 40.8
 FG1851;UTM  15      - 3,879,335.175   464,043.878   MT  0.99961593   -0 13 35.3
 FG1851
 FG1851                          SUPERSEDED SURVEY CONTROL
 FG1851
 FG1851  NAD 83(1997)-  35 03 21.96311(N)    093 23 39.47809(W) AD(       ) 4
 FG1851  NAD 83(1986)-  35 03 21.96302(N)    093 23 39.47755(W) AD(       ) 4
 FG1851  NAD 27      -  35 03 21.63800(N)    093 23 38.80800(W) AD(       ) 3
 FG1851
 FG1851.Superseded values are not recommended for survey control.
 FG1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1851.See file dsdata.txt to determine how the superseded data were derived.
 FG1851
 FG1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6404479335(NAD 83)
 FG1851_MARKER: 82 = FINIAL
 FG1851
 FG1851  HISTORY     - Date     Condition        Report By
 FG1851  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1851
 FG1851                          STATION DESCRIPTION
 FG1851
 FG1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1851'POINT OBSERVED UPON WAS THE FINIAL OF THE DANVILLE MUNICIPAL
 FG1851'WATER TANK.  THIS IS A BLACK STEEL STRUCTURE APPROXIMATELY
 FG1851'100 FEET TO BASE OF TANK AND 30 FEET FROM BASE TO FINIAL.
 FG1851'
 FG1851'THE TANK IS LOCATED IN THE CENTER OF THE VILLAGE.
 FG1851'
 FG1851'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1027 ***********************************************************************
 GE1027  DESIGNATION -  DATTO
 GE1027  PID         -  GE1027
 GE1027  STATE/COUNTY-  AR/CLAY
 GE1027  USGS QUAD   -  DATTO (1964)
 GE1027
 GE1027                         *CURRENT SURVEY CONTROL
 GE1027  ___________________________________________________________________
 GE1027* NAD 83(1997)-  36 24 20.15166(N)    090 43 18.81489(W)     ADJUSTED  
 GE1027* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 GE1027  ___________________________________________________________________
 GE1027  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GE1027  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GE1027
 GE1027  HORZ ORDER  -  SECOND
 GE1027
 GE1027.The horizontal coordinates were established by classical geodetic methods
 GE1027.and adjusted by the National Geodetic Survey in September 1999..
 GE1027
 GE1027.The orthometric height was scaled from a topographic map.
 GE1027
 GE1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1027
 GE1027.The geoid height was determined by GEOID03.
 GE1027
 GE1027;                    North         East     Units Scale Factor Converg.
 GE1027;SPC AR N     -   230,655.754   514,647.059   MT  1.00003860   +0 44 37.4
 GE1027;SPC AR N     -   756,743.09  1,688,471.23   sFT  1.00003860   +0 44 37.4
 GE1027;SPC MO E     -    63,517.790   230,097.567   MT  0.99993821   -0 07 54.1
 GE1027;UTM  15      - 4,031,347.699   704,279.898   MT  1.00011417   +1 21 09.1
 GE1027
 GE1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1027!SPC AR N     -   0.99999037  x   1.00003860  =   1.00002897
 GE1027!SPC MO E     -   0.99999037  x   0.99993821  =   0.99992858
 GE1027!UTM  15      -   0.99999037  x   1.00011417  =   1.00010454
 GE1027
 GE1027:                Primary Azimuth Mark                     Grid Az
 GE1027:SPC AR N     -  CORNING GRAIN DRIER                      083 34 07.8
 GE1027:SPC MO E     -  CORNING GRAIN DRIER                      084 26 39.3
 GE1027:UTM  15      -  CORNING GRAIN DRIER                      082 57 36.1
 GE1027
 GE1027|---------------------------------------------------------------------|
 GE1027| PID    Reference Object                     Distance      Geod. Az  |
 GE1027|                                                           dddmmss.s |
 GE1027| GE1017 CORNING GRAIN DRIER                 APPROX.13.4 KM 0841845.2 |
 GE1027| GE1019 CORNING MUNICIPAL TANK              APPROX.12.9 KM 0870453.3 |
 GE1027| CI4214 DATTO RM 2                            9.583 METERS 18751     |
 GE1027| GE0272 Q 25                                104.742 METERS 19744     |
 GE1027| CI4212 DATTO AZ MK                                        2774204.9 |
 GE1027| CI4213 DATTO RM 1                           29.269 METERS 34908     |
 GE1027|---------------------------------------------------------------------|
 GE1027
 GE1027                          SUPERSEDED SURVEY CONTROL
 GE1027
 GE1027  NAD 83(1986)-  36 24 20.15842(N)    090 43 18.81489(W) AD(       ) 2
 GE1027  NAD 27      -  36 24 19.93620(N)    090 43 18.39950(W) AD(       ) 2
 GE1027
 GE1027.Superseded values are not recommended for survey control.
 GE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1027.See file dsdata.txt to determine how the superseded data were derived.
 GE1027
 GE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0428031348(NAD 83)
 GE1027_MARKER: DS = TRIANGULATION STATION DISK
 GE1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1027+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GE1027
 GE1027  HISTORY     - Date     Condition        Report By
 GE1027  HISTORY     - 1955     MONUMENTED       CGS
 GE1027  HISTORY     - 20020917 GOOD             USACE
 GE1027
 GE1027                          STATION DESCRIPTION
 GE1027
 GE1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1027'THE STATION IS LOCATED ABOUT 8 MILES WEST OF CORNING, 7-1/4
 GE1027'MILES NORTHEAST OF BIGGERS, 0.45 MILE EAST OF U.S. HIGHWAY 62
 GE1027'AND 67, 65.5 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK,
 GE1027'19.5 FEET EAST OF A WIRE FENCE AND 19 FEET EAST OF A WHITE
 GE1027'4 IN X 4 IN WITNESS POST, AND ON LAND OWNED BY R.T. KEELING.
 GE1027'
 GE1027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 GE1027'67 IN CORNING, GO SOUTH AND WEST ON U.S. HIGHWAY 62 AND 67
 GE1027'FOR 9.2 MILES TO WHERE THE HIGHWAY TURNS FROM WEST TO SOUTH, TURN
 GE1027'SOUTH WITH THE HIGHWAY AND GO FOR 0.45 MILE TO THE AZIMUTH MARK ON
 GE1027'THE LEFT, CONTINUE SOUTHERLY FOR 0.1 MILE TO A SIDE ROAD ON
 GE1027'THE LEFT, TURN LEFT (EAST) AND FOLLOW A DIRT FOR 0.45 MILE
 GE1027'TO A RAILROAD TRACK AND BENCH MARK Q 25 ON THE RIGHT AS
 GE1027'DESCRIBED BELOW, CROSS TRACK AND TURN LEFT (NORTH) BETWEEN THE
 GE1027'RAILROAD TRACK AND A WIRE FENCE FOR 0.05 MILE TO THE TOP
 GE1027'OF A SMALL KNOLL AND THE STATION AS DESCRIBED.
 GE1027'
 GE1027'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 GE1027'AND THE DISK IS STAMPED DATTO 1955.
 GE1027'
 GE1027'REFERENCE MARK 1 IS 46 FEET EAST OF THE EAST RAIL OF THE TRACK
 GE1027'AND 6 INCHES EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 GE1027'AND THE DISK IS STAMPED DATTO NO 1 1955.
 GE1027'
 GE1027'REFERENCE MARK 2 IS 46 FEET EAST OF THE EAST RAIL OF THE
 GE1027'TRACK AND 1 FOOT EAST OF THE WIRE FENCE.  THE MARK PROJECTS 6
 GE1027'INCHES, AND THE DISK IS STAMPED DATTO NO 2 1955.
 GE1027'
 GE1027'THE AZIMUTH MARK IS 102 FEET SOUTH OF A POWERLINE POLE, 38
 GE1027'FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF A FENCE
 GE1027'LINE AND 1 FOOT NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 GE1027'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED DATTO 1955.
 GE1027'
 GE1027'A TRAVERSE MEASUREMENT WAS MADE TO BENCH MARK Q 25.  THE MARK
 GE1027'IS 30.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 20
 GE1027'FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 18 FEET
 GE1027'SOUTHEAST OF A FENCE CORNER.  THE MARK IS A STANDARD USC AND GS
 GE1027'BENCH MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GE1027'THAT PROJECTS 5 INCHES, AND THE DISK IS STAMPED Q 25 1932.
 GE1027'
 GE1027'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1027
 GE1027                          STATION RECOVERY (2002)
 GE1027
 GE1027'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1027'RR IS ABANDONED.  MARK REMAINS ON SMALL KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2287 ***********************************************************************
 FF2287  CBN         -  This is a Cooperative Base Network Control Station.
 FF2287  SACS        -  This is a Secondary Airport Control Station.
 FF2287  DESIGNATION -  DAWSEY
 FF2287  PID         -  FF2287
 FF2287  STATE/COUNTY-  AR/CRITTENDEN
 FF2287  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2287
 FF2287                         *CURRENT SURVEY CONTROL
 FF2287  ___________________________________________________________________
 FF2287* NAD 83(1997)-  35 08 22.24768(N)    090 14 00.19783(W)     ADJUSTED  
 FF2287* NAVD 88     -        63.16   (meters)     207.2    (feet)  GPS OBS   
 FF2287  ___________________________________________________________________
 FF2287  X           -     -21,269.425 (meters)                     COMP
 FF2287  Y           -  -5,221,519.741 (meters)                     COMP
 FF2287  Z           -   3,650,555.487 (meters)                     COMP
 FF2287  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 FF2287  ELLIP HEIGHT-          35.93  (meters)          (07/20/01) GPS OBS
 FF2287  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF2287
 FF2287  HORZ ORDER  -  B
 FF2287  ELLP ORDER  -  FOURTH    CLASS I
 FF2287
 FF2287.This mark is at West Memphis Airport (AWM)
 FF2287
 FF2287.The horizontal coordinates were established by GPS observations
 FF2287.and adjusted by the National Geodetic Survey in September 1997..
 FF2287
 FF2287.The orthometric height was determined by GPS observations and a
 FF2287.high-resolution geoid model.
 FF2287
 FF2287.GPS derived orthometric heights for airport stations designated as
 FF2287.PACS or SACS are published to 2 decimal places.  This maintains
 FF2287.centimeter relative accuracy between the PACS and SACS.  It does
 FF2287.not indicate centimeter accuracy relative to other marks which are
 FF2287.part of the NAVD 88 network.
 FF2287
 FF2287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2287
 FF2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2287
 FF2287.The ellipsoidal height was determined by GPS observations
 FF2287.and is referenced to NAD 83.
 FF2287
 FF2287.The geoid height was determined by GEOID03.
 FF2287
 FF2287;                    North         East     Units Scale Factor Converg.
 FF2287;SPC AR N     -    90,883.090   560,982.413   MT  0.99996587   +1 01 40.8
 FF2287;SPC AR N     -   298,172.27  1,840,489.80   sFT  0.99996587   +1 01 40.8
 FF2287;SPC TN       -    97,789.569   214,310.889   MT  1.00002134   -2 28 42.2
 FF2287;SPC TN       -   320,831.28    703,118.31   sFT  1.00002134   -2 28 42.2
 FF2287;UTM  15      - 3,892,019.018   752,061.972   MT  1.00038309   +1 35 35.6
 FF2287
 FF2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2287!SPC AR N     -   0.99999436  x   0.99996587  =   0.99996023
 FF2287!SPC TN       -   0.99999436  x   1.00002134  =   1.00001570
 FF2287!UTM  15      -   0.99999436  x   1.00038309  =   1.00037745
 FF2287
 FF2287                          SUPERSEDED SURVEY CONTROL
 FF2287
 FF2287  ELLIP H (09/19/97)   35.99   (m)                       GP(       ) 4 1
 FF2287  NAD 83(1997)-  35 08 22.24728(N)    090 14 00.19583(W) AD(       ) B
 FF2287  ELLIP H (07/15/94)   35.98   (m)                       GP(       ) 4 2
 FF2287  NGVD 29 (07/15/94)   63.09   (m)          207.0    (f) LEVELING    3  
 FF2287
 FF2287.Superseded values are not recommended for survey control.
 FF2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2287.See file dsdata.txt to determine how the superseded data were derived.
 FF2287
 FF2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5206292019(NAD 83)
 FF2287_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2287_SP_SET: CONCRETE POST
 FF2287_STAMPING: DAWSEY 1986
 FF2287_MARK LOGO: NGS   
 FF2287_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2287+STABILITY: SURFACE MOTION
 FF2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2287+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2000
 FF2287
 FF2287  HISTORY     - Date     Condition        Report By
 FF2287  HISTORY     - 1986     MONUMENTED       NGS
 FF2287  HISTORY     - 19930430 GOOD
 FF2287  HISTORY     - 19970328 GOOD             NGS
 FF2287  HISTORY     - 20000121 GOOD             NGS
 FF2287
 FF2287                          STATION DESCRIPTION
 FF2287
 FF2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FF2287'LOCATED ON THE WEST MEMPHIS MUNICIPAL AIRPORT WHICH IS JUST WEST OF
 FF2287'THE CITY OF WEST MEMPHIS, ARKANSAS.  AIRPORT IS SOUTH OF US HIGHWAYS
 FF2287'70 AND 79 ABOUT 3.2 MI (5.1 KM) E OF JUNCTION US HIGHWAYS AND STATE
 FF2287'ROUTE 147. STATION IS LOCATED IN THE NORTH CENTRAL PORTION OF THE
 FF2287'AIRPORT JUST WEST OF THE RAMP AREA BETWEEN A TAXIWAY RUNNING PARALLEL
 FF2287'TO THE RUNWAY AND THE RUNWAY.
 FF2287'TO REACH FROM THE RAMP AREA TAKE THE TAXIWAY AT THE MIDPOINT OF THE
 FF2287'RAMP, JUST SOUTH OF THE SOUTH POLE OF A RADIO BEACON TO THE TAXIWAY
 FF2287'RUNNING PARALLEL WITH THE RUNWAY.  TURN RIGHT HEAD NORTH ON TAXIWAY
 FF2287'ABOUT 341 FT (103.9 M) TO STATION ON LEFT BETWEEN THE TAXIWAY AND
 FF2287'RUNWAY JUST NORTHEAST OF THE JUNCTURE OF DRAINAGE DITCHES.
 FF2287'IT IS 69.5 FT (21.2 M) WEST OF THE WEST EDGE OF THE PARALLEL TAXIWAY,
 FF2287'47.0 FT (14.3 M) NE OF THE N END OF A CONCRETE HEADWALL FOR DRAINAGE
 FF2287'RUNNING UNDER THE RUNWAY AND 47.0 FT (14.3 M) NW OF THE WEST END OF A
 FF2287'DRAIN PIPE FOR DRAINAGE RUNNING UNDER THE PARALLEL TAXIWAY.
 FF2287'STATION IS ABOUT 0.5 FT (15.2 CM) BELOW GROUND SURFACE.
 FF2287
 FF2287                          STATION RECOVERY (1993)
 FF2287
 FF2287'RECOVERED 1993
 FF2287'RECOVERED IN GOOD CONDITION.
 FF2287
 FF2287                          STATION RECOVERY (1997)
 FF2287
 FF2287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FF2287'RECOVERED AS DESCRIBED.
 FF2287
 FF2287                          STATION RECOVERY (2000)
 FF2287
 FF2287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 FF2287'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2288 ***********************************************************************
 FF2288  CBN         -  This is a Cooperative Base Network Control Station.
 FF2288  PACS        -  This is a Primary Airport Control Station.
 FF2288  DESIGNATION -  DAWSEY AZ MK
 FF2288  PID         -  FF2288
 FF2288  STATE/COUNTY-  AR/CRITTENDEN
 FF2288  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2288
 FF2288                         *CURRENT SURVEY CONTROL
 FF2288  ___________________________________________________________________
 FF2288* NAD 83(1997)-  35 07 52.28298(N)    090 14 00.70339(W)     ADJUSTED  
 FF2288* NAVD 88     -        63.48   (meters)     208.3    (feet)  GPS OBS   
 FF2288  ___________________________________________________________________
 FF2288  X           -     -21,284.391 (meters)                     COMP
 FF2288  Y           -  -5,222,051.495 (meters)                     COMP
 FF2288  Z           -   3,649,800.554 (meters)                     COMP
 FF2288  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FF2288  ELLIP HEIGHT-          36.37  (meters)          (09/21/01) GPS OBS
 FF2288  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF2288
 FF2288  HORZ ORDER  -  B
 FF2288  ELLP ORDER  -  FOURTH    CLASS II
 FF2288
 FF2288.This mark is at West Memphis Airport (AWM)
 FF2288
 FF2288.The horizontal coordinates were established by GPS observations
 FF2288.and adjusted by the National Geodetic Survey in February 1999..
 FF2288
 FF2288.The orthometric height was determined by GPS observations and a
 FF2288.high-resolution geoid model.
 FF2288
 FF2288.GPS derived orthometric heights for airport stations designated as
 FF2288.PACS or SACS are published to 2 decimal places.  This maintains
 FF2288.centimeter relative accuracy between the PACS and SACS.  It does
 FF2288.not indicate centimeter accuracy relative to other marks which are
 FF2288.part of the NAVD 88 network.
 FF2288
 FF2288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2288
 FF2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2288
 FF2288.The ellipsoidal height was determined by GPS observations
 FF2288.and is referenced to NAD 83.
 FF2288
 FF2288.The geoid height was determined by GEOID03.
 FF2288
 FF2288;                    North         East     Units Scale Factor Converg.
 FF2288;SPC AR N     -    89,959.603   560,986.182   MT  0.99996700   +1 01 40.5
 FF2288;SPC AR N     -   295,142.46  1,840,502.17   sFT  0.99996700   +1 01 40.5
 FF2288;SPC TN       -    96,867.528   214,258.168   MT  1.00002309   -2 28 42.5
 FF2288;SPC TN       -   317,806.21    702,945.34   sFT  1.00002309   -2 28 42.5
 FF2288;UTM  15      - 3,891,095.228   752,074.855   MT  1.00038318   +1 35 34.1
 FF2288
 FF2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2288!SPC AR N     -   0.99999429  x   0.99996700  =   0.99996129
 FF2288!SPC TN       -   0.99999429  x   1.00002309  =   1.00001738
 FF2288!UTM  15      -   0.99999429  x   1.00038318  =   1.00037747
 FF2288
 FF2288                          SUPERSEDED SURVEY CONTROL
 FF2288
 FF2288  ELLIP H (02/18/99)   36.40   (m)                       GP(       ) 4 2
 FF2288  NAD 83(1997)-  35 07 52.28217(N)    090 14 00.70155(W) AD(       ) B
 FF2288  ELLIP H (07/15/94)   36.42   (m)                       GP(       ) 4 2
 FF2288  NGVD 29 (07/15/94)   63.53   (m)          208.4    (f) LEVELING    3  
 FF2288
 FF2288.Superseded values are not recommended for survey control.
 FF2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2288.See file dsdata.txt to determine how the superseded data were derived.
 FF2288
 FF2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5207591095(NAD 83)
 FF2288_MARKER: DZ = AZIMUTH MARK DISK
 FF2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2288_SP_SET: CONCRETE POST
 FF2288_STAMPING: DAWSEY 1986
 FF2288_MARK LOGO: NGS   
 FF2288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2288+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FF2288
 FF2288  HISTORY     - Date     Condition        Report By
 FF2288  HISTORY     - 1986     MONUMENTED       NGS
 FF2288  HISTORY     - 19930430 GOOD
 FF2288  HISTORY     - 20031010 GOOD             TNDT
 FF2288
 FF2288                          STATION DESCRIPTION
 FF2288
 FF2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FF2288'LOCATED ON THE WEST MEMPHIS MUNICIPAL AIRPORT WHICH IS JUST WEST OF
 FF2288'THE CITY OF WEST MEMPHIS, ARKANSAS.  AIRPORT IS SOUTH OF US HIGHWAYS
 FF2288'70 AND 79 ABOUT 3.2 MI (5.1 KM) E OF JUNCTION US HIGHWAYS AND STATE
 FF2288'ROUTE 147. STATION IS LOCATED IN THE SOUTH PORTION OF THE AIRPORT
 FF2288'BETWEEN A TAXIWAY RUNNING PARALLEL TO THE RUNWAY AND THE RUNWAY.
 FF2288'TO REACH FROM THE RAMP AREA PROCEED WEST TO THE TAXIWAY RUNNING
 FF2288'PARALLEL TO THE RUNWAY.  TAKE TAXIWAY TO ITS SOUTH END AND THE
 FF2288'STATION BETWEEN THE TAXIWAY AND RUNWAY NORTH OF AN EAST-WEST
 FF2288'CONNECTOR TAXIWAY.
 FF2288'IT IS 135.5 FT (41.3 M) N OF THE N EDGE OF THE CONNECTOR TAXIWAY,
 FF2288'128.6 FT (39.2 M) NNW OF A TAXIWAY LIGHT (SHOWS BLUE) AT THE INSIDE
 FF2288'CURVE WHERE THE PARALLEL AND CONNECTOR TAXIWAYS JOIN, 127.1 FT
 FF2288'(38.7 M) NNE OF A TAXIWAY LIGHT ON LINE WITH THE DITCH LINE, 81.6 FT
 FF2288'(24.9 M) W OF THE W EDGE OF THE PARALLEL TAXIWAY AND 2.4 FT (0.7 M) E
 FF2288'OF A CARSONITE WITNESS POST.
 FF2288
 FF2288                          STATION RECOVERY (1993)
 FF2288
 FF2288'RECOVERED 1993
 FF2288'RECOVERED IN GOOD CONDITION.
 FF2288
 FF2288                          STATION RECOVERY (2003)
 FF2288
 FF2288'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FF2288'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1915 ***********************************************************************
 EJ1915  DESIGNATION -  DAWSON
 EJ1915  PID         -  EJ1915
 EJ1915  STATE/COUNTY-  AR/YELL
 EJ1915  USGS QUAD   -  NIMROD DAM (1968)
 EJ1915
 EJ1915                         *CURRENT SURVEY CONTROL
 EJ1915  ___________________________________________________________________
 EJ1915* NAD 83(1997)-  34 59 35.23216(N)    093 11 45.35149(W)     ADJUSTED  
 EJ1915* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 EJ1915  ___________________________________________________________________
 EJ1915  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 EJ1915  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EJ1915
 EJ1915  HORZ ORDER  -  FIRST
 EJ1915
 EJ1915.The horizontal coordinates were established by classical geodetic methods
 EJ1915.and adjusted by the National Geodetic Survey in September 1999..
 EJ1915
 EJ1915.The orthometric height was scaled from a topographic map.
 EJ1915
 EJ1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1915
 EJ1915.The geoid height was determined by GEOID03.
 EJ1915
 EJ1915;                    North         East     Units Scale Factor Converg.
 EJ1915;SPC AR N     -    73,861.200   290,820.423   MT  0.99998878   -0 41 45.3
 EJ1915;SPC AR N     -   242,326.29    954,133.34   sFT  0.99998878   -0 41 45.3
 EJ1915;UTM  15      - 3,872,297.637   482,119.466   MT  0.99960394   -0 06 44.5
 EJ1915
 EJ1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1915!SPC AR N     -   0.99994256  x   0.99998878  =   0.99993134
 EJ1915!UTM  15      -   0.99994256  x   0.99960394  =   0.99954652
 EJ1915
 EJ1915:                Primary Azimuth Mark                     Grid Az
 EJ1915:SPC AR N     -  JAMES                                    002 10 52.5
 EJ1915:UTM  15      -  JAMES                                    001 35 51.7
 EJ1915
 EJ1915|---------------------------------------------------------------------|
 EJ1915| PID    Reference Object                     Distance      Geod. Az  |
 EJ1915|                                                           dddmmss.s |
 EJ1915| FG1841 JAMES                               APPROX. 5.2 KM 0012907.2 |
 EJ1915| EJ1910 OAK MOUNTAIN LOT                    APPROX.24.5 KM 1422115.4 |
 EJ1915| CX5698 DAWSON RM 1                          23.398 METERS 16130     |
 EJ1915| CX5699 DAWSON RM 2                          35.555 METERS 25402     |
 EJ1915| CX5697 DAWSON AZ MK                                       3182008.3 |
 EJ1915| FG1840 OLA MUNICIPAL TANK                  APPROX. 5.3 KM 3321559.2 |
 EJ1915|---------------------------------------------------------------------|
 EJ1915
 EJ1915                          SUPERSEDED SURVEY CONTROL
 EJ1915
 EJ1915  NAD 83(1986)-  34 59 35.24446(N)    093 11 45.34591(W) AD(       ) 1
 EJ1915  NAD 27      -  34 59 34.91900(N)    093 11 44.70500(W) AD(       ) 1
 EJ1915
 EJ1915.Superseded values are not recommended for survey control.
 EJ1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1915.See file dsdata.txt to determine how the superseded data were derived.
 EJ1915
 EJ1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8211972298(NAD 83)
 EJ1915_MARKER: DS = TRIANGULATION STATION DISK
 EJ1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1915
 EJ1915  HISTORY     - Date     Condition        Report By
 EJ1915  HISTORY     - 1940     MONUMENTED       CGS
 EJ1915  HISTORY     - 1957     GOOD             CGS
 EJ1915  HISTORY     - 1972     GOOD             NGS
 EJ1915
 EJ1915                          STATION DESCRIPTION
 EJ1915
 EJ1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1915'STATION IS LOCATED ABOUT 3.5 MILES SE OF OLA, AND ABOUT 6
 EJ1915'MILES E OF PLAINVIEW.  IT IS ON THE HIGHEST POINT OF A TIMBERED
 EJ1915'RIDGE.  THE RIDGE IS THE HIGHEST IN THE VICINITY.  THE MARK
 EJ1915'IS SET IN THE APPROXIMATE CENTER OF THE RIDGE, 20 FEET N
 EJ1915'OF AN E-W TRACK ROAD, IN A SMALL GROWTH OF OAK TREES.  IT
 EJ1915'PROJECTS 6 INCHES AND IS STAMPED DAWSON 1940.  THERE IS A
 EJ1915'WHITE REFERENCE POST 4.7 FEET W OF THE STATION.
 EJ1915'
 EJ1915'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EJ1915'DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1915'
 EJ1915'REFERENCE MARK NO. 1 IS ABOUT 1 METER LOWER THAN THE STATION,
 EJ1915'IN THE TIMBER AND ON THE S SLOPE OF THE RIDGE.  IT PROJECTS
 EJ1915'4 INCHES AND IS STAMPED DAWSON NO. 1, 1940.
 EJ1915'
 EJ1915'REFERENCE MARK NO. 2 IS ABOUT 1/2 METER LOWER THAN THE STATION,
 EJ1915'IN THE TIMBER AND 21 FEET S OF AN E-W TRACK ROAD.  THE MARK
 EJ1915'PROJECTS 6 INCHES AND IS STAMPED DAWSON NO. 2, 1940.
 EJ1915'
 EJ1915'THE AZIMUTH MARK IS ABOUT 0.8 MILE NW OF THE STATION, 3.0
 EJ1915'MILES S OF OLA, 50 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 EJ1915'7, AND ABOUT 10 FEET HIGHER THAN THE ROAD.  THE DISK IS SET
 EJ1915'IN A BOULDER ABOUT 2 FEET SQUARE, THE S SIDE OF WHICH PROJECTS
 EJ1915'ABOUT 12 INCHES AND THE N SIDE IS FLUSH WITH THE GROUND.
 EJ1915'IT IS STAMPED DAWSON 1940.  THERE IS A WHITE REFERENCE POST
 EJ1915'4 FEET NE OF THE MARK.
 EJ1915'
 EJ1915'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW TRACK ROAD
 EJ1915'BACK TO STATE HIGHWAY 7.  TURN LEFT, (N), AND GO 1.7 MILES
 EJ1915'TO THE MARK ON THE N SIDE OF THE ROAD.
 EJ1915'
 EJ1915'TO REACH THE STATION FROM OLA GO S AND SOUTHEASTERLY ON
 EJ1915'STATE HIGHWAY 7 FOR 4.7 MILES TO TOP OF DIVIDE.  TURN W ON
 EJ1915'TRACK ROAD FOR 0.6 MILE TO STATION ON N SIDE OF THE ROAD.
 EJ1915'
 EJ1915'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 EJ1915
 EJ1915                          STATION RECOVERY (1957)
 EJ1915
 EJ1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EJ1915'THE STATION WAS RECOVERED AS DESCRIBED.
 EJ1915'
 EJ1915'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 EJ1915'NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 EJ1915'SEARCHED FOR BUT NOT RECOVERED.
 EJ1915
 EJ1915                          STATION RECOVERY (1972)
 EJ1915
 EJ1915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1915'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 EJ1915'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 EJ1915'WAS SEARCHED FOR AND COULD NOT BE FOUND, IT COULD HAVE BEEN
 EJ1915'DESTROYED WHEN STATE HIGHWAY 10 WAS WIDEN AND SURFACED.  THERE
 EJ1915'IS NOT PLACE VISIBLE TO SET A NEW AZIMUTH MARK AS THIS STATION
 EJ1915'IS SURROUNDED BY TREES.  THE ANGLE BETWEEN THE REFERENCE MARKS
 EJ1915'COMPARED GOOD WITH THE PREVIOUS DATA.  THE DISTANCE TO
 EJ1915'REFERENCE MARK 1 WAS FOUND TO BE .281 METERS SHORTER AND THE
 EJ1915'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE .284 METERS
 EJ1915'SHORTER THAN THE PREVIOUS DISTANCES.  FOLLOWING IS A
 EJ1915'NEW DESCRIPTION OF THE ROUTE TO REACH THE STATION AND
 EJ1915'ADDITIONAL NOTES FOR THE MARKS.
 EJ1915'
 EJ1915'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EJ1915'10 AND 7 IN OLA, GO SOUTH AND SOUTHEAST ON HIGHWAY 10 FOR 4.7
 EJ1915'MILES TO TOP OF DIVIDE AND A TRACK ROAD ON THE RIGHT AND A
 EJ1915'ROADSIDE PARK ON THE LEFT.  TURN RIGHT AND GO WEST ON THE
 EJ1915'TRACK ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT IN A
 EJ1915'SMALL CLEARING.
 EJ1915'
 EJ1915'THE STATION MARK PROJECTS 4 INCHES AND IS 40 FEET EAST OF A
 EJ1915'12-INCH OAK TREE, 23 FEET NORTH OF THE CENTER OF THE TRACK
 EJ1915'ROAD, 8 FEET WEST OF A 6-INCH PINE TREE AND 2.5 FEET EAST
 EJ1915'OF A METAL WITNESS POST.
 EJ1915'
 EJ1915'REFERENCE MARK 1 IS FLUSH WITH THE GROUND SURFACE AND IS 47.5
 EJ1915'FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 1.5 FEET WEST
 EJ1915'OF A METAL WITNESS POST AND ABOUT 2 FEET LOWER IN ELEVATION
 EJ1915'THAN THE STATION MARK.
 EJ1915'
 EJ1915'REFERENCE MARK 2 IS PROJECTING 4 INCHES AND IS 23 FEET SOUTH
 EJ1915'OF THE CENTER OF THE TRACK ROAD, 10 FEET SOUTH OF AN 8-INCH
 EJ1915'PINE TREE AND 1.8 FEET NORTHWEST OF A METAL WITNESS POST.
 EJ1915'
 EJ1915'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 EJ1915'SOUTHEAST OF OLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1550 ***********************************************************************
 DL1550  DESIGNATION -  DE ANN
 DL1550  PID         -  DL1550
 DL1550  STATE/COUNTY-  AR/HEMPSTEAD
 DL1550  USGS QUAD   -  BLEVINS (1978)
 DL1550
 DL1550                         *CURRENT SURVEY CONTROL
 DL1550  ___________________________________________________________________
 DL1550* NAD 83(1997)-  33 47 49.58780(N)    093 33 35.83727(W)     ADJUSTED  
 DL1550* NAVD 88     -       139.08   (+/-2cm)     456.3    (feet)  VERTCON   
 DL1550  ___________________________________________________________________
 DL1550  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DL1550  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL1550
 DL1550  HORZ ORDER  -  FIRST
 DL1550  VERT ORDER  -  THIRD ? (See Below)
 DL1550
 DL1550.The horizontal coordinates were established by classical geodetic methods
 DL1550.and adjusted by the National Geodetic Survey in September 1999..
 DL1550
 DL1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1550.The vertical order pertains to the NGVD 29 superseded value.
 DL1550
 DL1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1550
 DL1550.The geoid height was determined by GEOID03.
 DL1550
 DL1550;                    North         East     Units Scale Factor Converg.
 DL1550;SPC AR S     -   526,480.173   255,558.313   MT  0.99992700   -0 52 23.1
 DL1550;SPC AR S     - 1,727,293.70    838,444.23   sFT  0.99992700   -0 52 23.1
 DL1550;UTM  15      - 3,739,800.949   448,166.453   MT  0.99963312   -0 18 41.3
 DL1550
 DL1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1550!SPC AR S     -   0.99998241  x   0.99992700  =   0.99990941
 DL1550!UTM  15      -   0.99998241  x   0.99963312  =   0.99961553
 DL1550
 DL1550:                Primary Azimuth Mark                     Grid Az
 DL1550:SPC AR S     -  DE ANN AZ MK                             062 42 01.0
 DL1550:UTM  15      -  DE ANN AZ MK                             062 08 19.2
 DL1550
 DL1550|---------------------------------------------------------------------|
 DL1550| PID    Reference Object                     Distance      Geod. Az  |
 DL1550|                                                           dddmmss.s |
 DL1550| CX5700 DE ANN AZ MK                                       0614937.9 |
 DL1550| DL1455 DALLAS LITTLE ROCK AWY BCN 21       APPROX. 9.3 KM 0741646.0 |
 DL1550| DL1452 PRESCOTT MUNICIPAL TANK             APPROX.16.4 KM 0873242.3 |
 DL1550| DL1444 EMMIT AR LA GAS CO TANK             APPROX.11.3 KM 1295510.2 |
 DL1550| CX5701 DE ANN RM 1                          46.452 METERS 27229     |
 DL1550| CX5702 DE ANN RM 2                          40.005 METERS 32939     |
 DL1550|---------------------------------------------------------------------|
 DL1550
 DL1550                          SUPERSEDED SURVEY CONTROL
 DL1550
 DL1550  NAD 83(1997)-  33 47 49.59530(N)    093 33 35.83112(W) AD(       ) 1
 DL1550  NAD 83(1986)-  33 47 49.59716(N)    093 33 35.82718(W) AD(       ) 1
 DL1550  NAD 27      -  33 47 49.18400(N)    093 33 35.20000(W) AD(       ) 1
 DL1550  NGVD 29 (07/19/86)  139.08   (m)          456.3    (f) LEVELING    3  
 DL1550
 DL1550.Superseded values are not recommended for survey control.
 DL1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1550.See file dsdata.txt to determine how the superseded data were derived.
 DL1550
 DL1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4816639801(NAD 83)
 DL1550_MARKER: DS = TRIANGULATION STATION DISK
 DL1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1550
 DL1550  HISTORY     - Date     Condition        Report By
 DL1550  HISTORY     - 1941     MONUMENTED       CGS
 DL1550  HISTORY     - 1957     GOOD             CGS
 DL1550  HISTORY     - 1962     GOOD             CGS
 DL1550
 DL1550                          STATION DESCRIPTION
 DL1550
 DL1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1550'STATION IS ABOUT 1.6 MILES N OF DE ANN, IN THE NW 1/4 OF
 DL1550'SEC. 14, T. 11 S, R. 24 W, ON THE HIGHEST POINT IN THE VICINITY
 DL1550'AND ON PROPERTY OWNED AND OCCUPIED BY JOHN BURKE.  IT IS
 DL1550'152 FEET E OF A FENCE, 152 FEET E OF A WHITE REFERENCE POST
 DL1550'AND 132 FEET S OF THE S EDGE OF A WOODS.  IT IS STAMPED DE ANN
 DL1550'1941 AND IS SET ABOUT 16 INCHES UNDERGROUND.
 DL1550'
 DL1550'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1550'BRONZE DISKS SET IN CONCRETE.
 DL1550'
 DL1550'REFERENCE MARK NO. 1 IS 1.5 FEET E OF A FENCE, 10 FEET N OF
 DL1550'A 6-INCH OAK TREE AND 15 FEET S OF AN 8-INCH OAK TREE.  IT
 DL1550'IS STAMPED DE ANN NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 DL1550'
 DL1550'REFERENCE MARK NO. 2 IS AT THE EDGE OF THE WOODS, 8 FEET E
 DL1550'OF A 6-INCH GUM TREE, AND 84 FEET E OF A N-S FENCE LINE.  IT
 DL1550'IS STAMPED DE ANN NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 DL1550'
 DL1550'THE AZIMUTH MARK IS 3.6 FEET N OF A WHITE REFERENCE POST,
 DL1550'1.5 FEET S OF A FENCE CORNER POST, 48.5 FEET N OF THE NW
 DL1550'CORNER OF THE BURKE HOUSE, AND 10 FEET S OF A FARM LANE.
 DL1550'IT IS STAMPED DE ANN 1941 AND PROJECTS 4 INCHES.
 DL1550'
 DL1550'TO REACH THE STATION FROM THE G.S. SAMUELS STORE IN DE ANN,
 DL1550'GO N ON A GRAVEL ROAD FOR 1.65 MILES TO THE JOHN BURKE* HOUSE
 DL1550'ON THE LEFT, TURN LEFT THROUGH THE YARD TO THE RIGHT OF HIS
 DL1550'HOUSE AND GO NW ON FARM LANE FOR 0.3 MILE TO THE TOP OF A
 DL1550'LOW HILL, TURN LEFT, W, ACROSS FIELD 0.3 MILE TO THE HIGHEST
 DL1550'POINT OF HILL AND STATION.
 DL1550'
 DL1550'*AZIMUTH MARK IN YARD NEAR HOUSE.
 DL1550'
 DL1550'A 90-FOOT SIGNAL AT LASSETER IS VISIBLE AT THE GROUND.
 DL1550'
 DL1550'A 90-FOOT SIGNAL AT SCHOOL IS VISIBLE AT 37 FEET.
 DL1550'
 DL1550'A 103-FOOT SIGNAL AT S.P.G. (USAOD) IS VISIBLE AT 37 FEET.
 DL1550'
 DL1550'A 103-FOOT SIGNAL AT BETTS IS VISIBLE AT 50 FEET.
 DL1550'
 DL1550'A 103-FOOT SIGNAL AT WASHINGTON MAG IS VISIBLE AT 25 FEET.
 DL1550'
 DL1550'A 103-FOOT SIGNAL AT CATS IS VISIBLE AT 64 FEET.
 DL1550
 DL1550                          STATION RECOVERY (1957)
 DL1550
 DL1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1550'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DL1550'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION,
 DL1550'A COMPLETE DESCRIPTION FOLLOWS.
 DL1550'
 DL1550'THE STATION IS ABOUT 11 MILES NORTH OF HOPE, ABOUT 10 MILES
 DL1550'WEST OF PRESCOTT AND ABOUT 1-1/2 MILES NORTH OF DE ANN IN
 DL1550'AN OPEN FIELD OWNED BY MR. JOHN BURKE.  THE STATION MARK
 DL1550'IS 154 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 5-1/2 FEET
 DL1550'SOUTH OF A WITNESS POST.  IT IS UNDERGROUND 6 INCHES AND IS
 DL1550'STAMPED DEANN 1941.
 DL1550'
 DL1550'REFERENCE MARK NO. 1 IS 2 FEET EAST OF A NORTH-SOUTH FENCE
 DL1550'LINE AND 2 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES
 DL1550'AND IS STAMPED DEANN NO 1 1941.
 DL1550'
 DL1550'REFERENCE MARK NO. 2 IS 7 FEET EAST-NORTHEAST OF A TREE WITH
 DL1550'A TRIANGLE BLAZE AND 7 FEET BELOW STATION ELEVATION.  IT
 DL1550'PROJECTS 6 INCHES AND IS STAMPED DEANN NO 2 1941.
 DL1550'
 DL1550'THE AZIMUTH MARK IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DL1550'OF THE BARN, 48 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DL1550'THE HOUSE AND 19 FEET NORTH OF THE NORTHEAST CORNER OF THE
 DL1550'GARDEN IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 5 INCHES AND
 DL1550'IS STAMPED DEANN 1941.
 DL1550'
 DL1550'TO REACH THE STATION FROM THE POST OFFICE IN HOPE GO EAST
 DL1550'FOR 0.05 MILE TO STATE HIGHWAY 29, TURN LEFT AND GO NORTH ON
 DL1550'STATE HIGHWAY 29 FOR 2.65 MILES TO A FORK, KEEP RIGHT FORK,
 DL1550'STATE HIGHWAY 29 EAST AND NORTH FOR 5.5 MILES TO A T ROAD
 DL1550'RIGHT.  TURN RIGHT AND GO EAST FOR 1.0 MILE TO A SIDE ROAD
 DL1550'LEFT, TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE DE ANN STORE
 DL1550'AND SERVICE STATION.  CONTINUE NORTH ON THE GRAVELED ROAD FOR
 DL1550'1.6 MILES TO A DRIVE WAY ON THE LEFT, TURN LEFT AND PASS TO
 DL1550'THE RIGHT OF THE HOUSE TO THE AZIMUTH MARK.  FROM HERE PASS
 DL1550'TO THE LEFT OF THE BARN AND FOLLOW TRACK ROAD WEST ALONG THE
 DL1550'SOUTH SIDE OF A FENCE FOR 0.3 MILE TO THE CREST OF THE
 DL1550'SANDY RIDGE, TURN LEFT AND FOLLOW TRACK ROAD SOUTHERLY FOR
 DL1550'0.25 MILE TO THE SUMMIT AND THE STATION AS DESCRIBED.
 DL1550
 DL1550                          STATION RECOVERY (1962)
 DL1550
 DL1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DL1550'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 DL1550'GOOD CONDITION.  IT IS IMPOSSIBLE TO DRIVE THE LAST 0.35 MILE
 DL1550'OF THE DESCRIPTION DUE TO SAND.
 DL1550'
 DL1550'THE 1957 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1550'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1049 ***********************************************************************
 DM1049  DESIGNATION -  DE QUEEN
 DM1049  PID         -  DM1049
 DM1049  STATE/COUNTY-  AR/SEVIER
 DM1049  USGS QUAD   -  HORATIO (1975)
 DM1049
 DM1049                         *CURRENT SURVEY CONTROL
 DM1049  ___________________________________________________________________
 DM1049* NAD 83(1997)-  33 59 19.82826(N)    094 19 30.32484(W)     ADJUSTED  
 DM1049* NAVD 88     -       185.443  (meters)     608.41   (feet)  ADJUSTED  
 DM1049  ___________________________________________________________________
 DM1049  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DM1049  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DM1049  DYNAMIC HT  -         185.253 (meters)     607.78  (feet)  COMP
 DM1049  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 DM1049
 DM1049  HORZ ORDER  -  FIRST
 DM1049  VERT ORDER  -  FIRST     CLASS II
 DM1049
 DM1049.The horizontal coordinates were established by classical geodetic methods
 DM1049.and adjusted by the National Geodetic Survey in September 1999..
 DM1049
 DM1049.The orthometric height was determined by differential leveling
 DM1049.and adjusted by the National Geodetic Survey in June 1991..
 DM1049
 DM1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1049
 DM1049.The geoid height was determined by GEOID03.
 DM1049
 DM1049.The dynamic height is computed by dividing the NAVD 88
 DM1049.geopotential number by the normal gravity value computed on the
 DM1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1049.degrees latitude (g = 980.6199 gals.).
 DM1049
 DM1049.The modeled gravity was interpolated from observed gravity values.
 DM1049
 DM1049;                    North         East     Units Scale Factor Converg.
 DM1049;SPC AR S     -   549,084.504   185,204.869   MT  0.99991878   -1 18 04.8
 DM1049;SPC AR S     - 1,801,454.74    607,626.31   sFT  0.99991878   -1 18 04.8
 DM1049;UTM  15      - 3,761,709.971   377,610.666   MT  0.99978465   -0 44 27.1
 DM1049
 DM1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1049!SPC AR S     -   0.99997524  x   0.99991878  =   0.99989402
 DM1049!UTM  15      -   0.99997524  x   0.99978465  =   0.99975989
 DM1049
 DM1049:                Primary Azimuth Mark                     Grid Az
 DM1049:SPC AR S     -  GILLHAM LOOKOUT TOWER                    004 32 45.8
 DM1049:UTM  15      -  GILLHAM LOOKOUT TOWER                    003 59 08.1
 DM1049
 DM1049|---------------------------------------------------------------------|
 DM1049| PID    Reference Object                     Distance      Geod. Az  |
 DM1049|                                                           dddmmss.s |
 DM1049| EK0872 GILLHAM LOOKOUT TOWER               APPROX.20.9 KM 0031441.0 |
 DM1049| DM1050 DE QUEEN RM 1                        33.268 METERS 04425     |
 DM1049| EK0869 BETHEL LOOKOUT TOWER                APPROX.15.4 KM 0762509.7 |
 DM1049| DM1170 LOCKESBURG MUNICIPAL TANK           APPROX.14.8 KM 0984045.9 |
 DM1049| CX5708 DE QUEEN RM 3                        21.233 METERS 17446     |
 DM1049| DM1190 WINTHROP                            APPROX.21.7 KM 1960913.1 |
 DM1049| DM1188 HORATIO MUNICIPAL TANK              APPROX. 6.3 KM 2084833.8 |
 DM1049| CX5707 DE QUEEN RM 2 AZIMUTH                              2372428.9 |
 DM1049| EK0877 DIERKS LMBR COAL CO TANK            APPROX. 5.1 KM 3092749.1 |
 DM1049| EK0875 DE QUEEN MUNICIPAL TANK             APPROX. 5.7 KM 3463628.8 |
 DM1049| DM1051 DE QUEEN RM 4                        20.326 METERS 35222     |
 DM1049|---------------------------------------------------------------------|
 DM1049
 DM1049                          SUPERSEDED SURVEY CONTROL
 DM1049
 DM1049  NAD 83(1997)-  33 59 19.83150(N)    094 19 30.32254(W) AD(       ) 1
 DM1049  NAD 83(1997)-  33 59 19.83150(N)    094 19 30.32252(W) AD(       ) 1
 DM1049  NAD 83(1986)-  33 59 19.83602(N)    094 19 30.31853(W) AD(       ) 1
 DM1049  NAD 27      -  33 59 19.42500(N)    094 19 29.57800(W) AD(       ) 1
 DM1049  NGVD 29 (07/19/86)  185.41   (m)          608.3    (f) LEVELING    3  
 DM1049
 DM1049.Superseded values are not recommended for survey control.
 DM1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1049.See file dsdata.txt to determine how the superseded data were derived.
 DM1049
 DM1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7761161710(NAD 83)
 DM1049_MARKER: DS = TRIANGULATION STATION DISK
 DM1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1049_SP_SET: CONCRETE POST
 DM1049_STAMPING: DEQUEEN 1930
 DM1049_MARK LOGO: CGS   
 DM1049_PROJECTION: RECESSED 46 CENTIMETERS
 DM1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1049+STABILITY: SURFACE MOTION
 DM1049
 DM1049  HISTORY     - Date     Condition        Report By
 DM1049  HISTORY     - 1930     MONUMENTED       CGS
 DM1049  HISTORY     - 1940     GOOD             SCS
 DM1049  HISTORY     - 1951     GOOD             CGS
 DM1049  HISTORY     - 1952     GOOD             CGS
 DM1049  HISTORY     - 1954     GOOD             CGS
 DM1049  HISTORY     - 1960     GOOD             CGS
 DM1049  HISTORY     - 1985     GOOD             NGS
 DM1049  HISTORY     - 1989     GOOD             USPSQD
 DM1049  HISTORY     - 1990     GOOD             USPSQD
 DM1049  HISTORY     - 19920823 GOOD             USPSQD
 DM1049
 DM1049                          STATION DESCRIPTION
 DM1049
 DM1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1049'ABOUT 4 MILES SOUTH OF DE QUEEN, ON HIGHWAY 41, IN SE1/4EW1/4,
 DM1049'SEC. 17, T. 9 S., R. 31 W1, ON LAND OWNED BY G.B. PRIDE.
 DM1049'TO REACH FROM DE QUEEN GO SOUTH 4 MILES ON HIGHWAY 41, THEN
 DM1049'EAST 1/4 MILE ON COUNTY ROAD, ALONG TOP OF RIDGE TO TOP
 DM1049'OF KNOLL MIDWAY BETWEEN TWO DRAWS, WHICH IS STATION SITE.
 DM1049'STATION IS 25.7 METERS (84 FEET) SOUTH OF COUNTY ROAD.  SURFACE
 DM1049'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 DM1049'UPPER MARK IS 18 INCHES BELOW SURFACE.
 DM1049'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 DM1049'NO. 1 IS IN FENCE LINE ALONG SOUTH SIDE OF
 DM1049'HIGHWAY, 33.27 METERS (109.2 FEET) FROM STATION.
 DM1049'NO. 2 IS 15 METERS (49 FEET) SOUTH OF
 DM1049'COUNTY ROAD, IN NORTH-SOUTH FENCE LINE, 20 METERS (66
 DM1049'FEET) NORTH OF SMALL HOUSE JUST EAST OF HIGHWAY, AND
 DM1049'ABOUT 1/8 MILE (660 FEET) FROM STATION.
 DM1049
 DM1049                          STATION RECOVERY (1940)
 DM1049
 DM1049'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 DM1049'STATION RECOVERED AS DESCRIBED.
 DM1049
 DM1049                          STATION RECOVERY (1951)
 DM1049
 DM1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1049'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  AN
 DM1049'ADDITIONAL REFERENCE MARK WAS SET BY THIS PARTY (R.M. NO. 3),
 DM1049'SINCE REFERENCE MARK NO. 2 IS TOO FAR AWAY TO AID IN LOCATION
 DM1049'OR LATER RECOVERY OF THE STATION.  A SUITABLE LOCATION FOR
 DM1049'AN AZIMUTH MARK WAS NOT FOUND, BUT REFERENCE MARK NO. 2
 DM1049'MAY BE USED IF NECESSARY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DM1049'
 DM1049'STATION IS LOCATED ABOUT 4 MILES SOUTH OF DE QUEEN, 0.15
 DM1049'MILE EAST OF STATE HIGHWAY 41, 61 FEET NORTH OF A FENCE
 DM1049'CORNER, 14 FEET WEST OF THE SOUTHWEST CORNER OF A PUMPHOUSE
 DM1049'FOUNDATION, AND 2 FEET EAST OF A NORTH-SOUTH FENCE.
 DM1049'
 DM1049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 DM1049'AND STATE HIGHWAY 41 JUST SOUTHWEST OF THE COURTHOUSE IN
 DM1049'DE QUEEN, GO SOUTH ON STATE HIGHWAY 41 FOR 3.8 MILES TO A
 DM1049'GRAVELED ROAD ON THE LEFT, AND REFERENCE MARK NO. 2 AS DESCRIBED
 DM1049'BELOW.  TURN LEFT AND GO EASTERLY FOR 0.15 MILE TO THE STATION
 DM1049'AS DESCRIBED.
 DM1049'
 DM1049'THE STATION MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF
 DM1049'THE GROUND, AND THE DISK IS STAMPED DEQUEEN 1930.
 DM1049'
 DM1049'REFERENCE MARK NO. 1 IS 22 FEET EAST OF AN OAK TREE THAT
 DM1049'IS ABOUT 18 INCHES IN DIAMETER, 21 FEET SOUTH OF THE CENTER
 DM1049'OF THE GRAVELED ROAD, AND 10 FEET SOUTH OF AN EAST-WEST
 DM1049'FENCE.  THE MARK PROJECTS ABOUT 10 INCHES, AND THE DISK IS
 DM1049'STAMPED DEQUEEN 1930 NO 1.
 DM1049'
 DM1049'REFERENCE MARK NO. 2 IS ABOUT 100 FEET EAST OF THE HIGHWAY,
 DM1049'36 FEET SOUTH OF A FENCE CORNER AND THE WEST POST OF A WIRE
 DM1049'GATE, AND 2 FEET EAST OF A NORTH-SOUTH FENCE.  THE MARK
 DM1049'PROJECTS ABOUT 10 INCHES, AND THE DISK IS STAMPED DEQUEEN
 DM1049'1930 NO 2.
 DM1049'
 DM1049'REFERENCE MARK NO. 3 IS 9 FEET SOUTH OF THE SAME FENCE CORNER
 DM1049'THAT THE STATION IS MEASURED FROM, AND 12 FEET NORTHEAST
 DM1049'OF THE NORTHEAST CORNER OF A CHICKEN HOUSE.  THE MARK IS SET
 DM1049'FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 DM1049'DEQUEEN NO 3 1930.
 DM1049'
 DM1049'HEIGHT OF LIGHT ABOVE STATION MARK--29 METERS.
 DM1049
 DM1049                          STATION RECOVERY (1952)
 DM1049
 DM1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1049'THE STATION WAS RECOVERED AS DESCRIBED IN 1951 AND ALL MARKS
 DM1049'WERE FOUND IN GOOD CONDITION.  THE DISTANCE WAS CHECKED TO
 DM1049'THE REFERENCE MARKS AND FOUND TO BE CORRECT.  REFERENCE
 DM1049'MARKS NO. 1 AND 2 WERE OBSERVED AND CHECKED THE 1930 OBSERVATIONS.
 DM1049'REFERENCE MARK NO. 3, SET IN 1951, WAS CHECKED AND DID NOT
 DM1049'CHECK WITH THE 1951 OBSERVATIONS.
 DM1049'
 DM1049'THE 1951 DESCRIPTION IS ADEQUATE.
 DM1049'
 DM1049'OBSERVATIONS FROM A 64 FOOT STEEL TOWER.
 DM1049
 DM1049                          STATION RECOVERY (1954)
 DM1049
 DM1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 DM1049'THE STATION WAS RECOVERED AS DESCRIBED IN 1952 AND ALL MARKS
 DM1049'WERE FOUND IN GOOD CONDITION.
 DM1049'
 DM1049'UPON THE REQUEST OF THE LAND OWNER, MRS. RONA NIMBACK, REFERENCE
 DM1049'MARK DE QUEEN NO 3 1930 WAS REMOVED AND A NEW REFERENCE
 DM1049'MARK DE QUEEN NO 4 1930 WAS ESTABLISHED.
 DM1049'
 DM1049'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DM1049'
 DM1049'THE STATION IS ABOUT 4 MILES SOUTH OF DE QUEEN, 0.15 MILE
 DM1049'EAST OF STATE ROUTE NO. 41, 75 FEET SOUTH OF A FENCE CORNER,
 DM1049'1 FOOT SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BRICK
 DM1049'PUMP HOUSE, 16 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 DM1049'PUMP HOUSE FOUNDATION AND 2 FEET EAST OF A WOVEN WIRE FENCE.
 DM1049'IT IS 16 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 DM1049'DISK IS STAMPED DE QUEEN 1930.
 DM1049'
 DM1049'REFERENCE MARK NO. 1 IS 22 FEET EAST OF AN 18 INCH OAK TREE,
 DM1049'21 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AN 10 FEET
 DM1049'SOUTH OF A FENCE.  IT PROJECTS 6 INCHES AND THE DISK IS
 DM1049'STAMPED DE QUEEN NO 1 1930.
 DM1049'
 DM1049'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 0.1 MILE SOUTHWEST
 DM1049'OF THE STATION IN THE YARD OF MR. GURLY.  IT IS 100 FEET
 DM1049'EAST OF THE CENTER OF STATE ROUTE NO. 41, 36 FEET SOUTH
 DM1049'OF A FENCE CORNER AND THE WEST POST OF A WIRE GATE AND 2
 DM1049'FEET EAST OF A FENCE.  IT PROJECTS 4 INCHES AND THE DISK
 DM1049'IS STAMPED DE QUEEN NO 2 1930.
 DM1049'
 DM1049'REFERENCE MARK NO. 4 IS IN THE NORTHWEST CORNER OF THE YARD,
 DM1049'21 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 15 FEET
 DM1049'NORTHWEST OF A FORKED OAK TREE AND 8 FEET SOUTH OF A FENCE
 DM1049'CORNER.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 DM1049'AND THE DISK IS STAMPED DE QUEEN NO 4 1930.
 DM1049'
 DM1049'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DM1049'NO. 4 IS 86.0 FEET.
 DM1049'
 DM1049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 DM1049'70 AND STATE ROUTE NO. 41 JUST SOUTHWEST OF THE SEVIER COUNTY
 DM1049'COURTHOUSE IN DE QUEEN, GO SOUTH ON STATE ROUTE NO. 41 FOR
 DM1049'3.8 MILES TO A GRAVEL ROAD LEFT, TURN SHARP LEFT AND GO
 DM1049'EASTERLY ON GRAVELED ROAD FOR ABOUT 35 YARDS AND REFERENCE
 DM1049'MARK NO. 2 (AZIMUTH MARK) ON THE RIGHT AS DESCRIBED.  CONTINUE
 DM1049'EASTERLY ON GRAVELED ROAD FOR 0.15 MILE TO THE NIMBACK
 DM1049'RESIDENCE ON THE RIGHT AND THE STATION AS DESCRIBED.
 DM1049
 DM1049                          STATION RECOVERY (1960)
 DM1049
 DM1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CJB)
 DM1049'THIS STATION RECOVERED AS DESCRIBED BY R.L.E. IN 1954 AND
 DM1049'ALL MARKS FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH
 DM1049'THE STATION IS ADEQUATE FOR RECOVERY.
 DM1049
 DM1049                          STATION RECOVERY (1985)
 DM1049
 DM1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM1049'8.1 KM (5.0 MI) SOUTH FROM DE QUEEN.
 DM1049'7.8 KM (4.85 MI) SOUTH ALONG STATE ROUTE 41 FROM THE JUNCTION OF U.S.
 DM1049'HIGHWAYS 71, 70, AND 59 AT THE NORTH EDGE OF DE QUEEN, THENCE 0.24 KM
 DM1049'(0.15 MI) EASTERLY ALONG A GRAVEL ROAD TO THE STATION ON THE RIGHT, AT
 DM1049'THE SITE OF ABANDONED RESIDENCE OF MRS. NIMBACK, SET BACK IN THE
 DM1049'WOODS, 27.7 METERS (91.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE
 DM1049'GRAVEL ROAD, 5.1 METERS (16.7 FT) SOUTHWEST OF THE NORTHWEST CORNER OF
 DM1049'A SMALL WHITE PUMP HOUSE, 0.61 METERS (2.0 FT) EAST OF A WIRE FENCE
 DM1049'LINE, 30.5 METERS (100.2 FT) SOUTHWEST OF REFERENCE MARK 1, AND
 DM1049'20.4 METERS (67.0 FT) SOUTH OF REFERENCE MARK 4.
 DM1049'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 DM1049'THE MARK IS 0.91 M ABOVE GRAVEL ROAD.
 DM1049
 DM1049                          STATION RECOVERY (1989)
 DM1049
 DM1049'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1049'RECOVERED IN GOOD CONDITION.
 DM1049
 DM1049                          STATION RECOVERY (1990)
 DM1049
 DM1049'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1049'RECOVERED IN GOOD CONDITION.
 DM1049
 DM1049                          STATION RECOVERY (1992)
 DM1049
 DM1049'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0875 ***********************************************************************
 EK0875  DESIGNATION -  DE QUEEN MUNICIPAL TANK
 EK0875  PID         -  EK0875
 EK0875  STATE/COUNTY-  AR/SEVIER
 EK0875  USGS QUAD   -  DE QUEEN (1966)
 EK0875
 EK0875                         *CURRENT SURVEY CONTROL
 EK0875  ___________________________________________________________________
 EK0875* NAD 83(1997)-  34 02 18.47155(N)    094 20 21.41577(W)     ADJUSTED  
 EK0875* NAVD 88     -                                                        
 EK0875  ___________________________________________________________________
 EK0875  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 EK0875  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EK0875
 EK0875  HORZ ORDER  -  THIRD
 EK0875
 EK0875.The horizontal coordinates were established by classical geodetic methods
 EK0875.and adjusted by the National Geodetic Survey in September 1999..
 EK0875
 EK0875
 EK0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0875
 EK0875.The geoid height was determined by GEOID03.
 EK0875
 EK0875;                    North         East     Units Scale Factor Converg.
 EK0875;SPC AR S     -   554,616.816   184,019.785   MT  0.99991847   -1 18 33.4
 EK0875;SPC AR S     - 1,819,605.34    603,738.24   sFT  0.99991847   -1 18 33.4
 EK0875;UTM  15      - 3,767,229.707   376,371.731   MT  0.99978841   -0 44 59.1
 EK0875
 EK0875                          SUPERSEDED SURVEY CONTROL
 EK0875
 EK0875  NAD 83(1997)-  34 02 18.47487(N)    094 20 21.41349(W) AD(       ) 4
 EK0875  NAD 83(1986)-  34 02 18.47961(N)    094 20 21.40939(W) AD(       ) 4
 EK0875  NAD 27      -  34 02 18.07500(N)    094 20 20.66000(W) AD(       ) 3
 EK0875
 EK0875.Superseded values are not recommended for survey control.
 EK0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0875.See file dsdata.txt to determine how the superseded data were derived.
 EK0875
 EK0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7637267230(NAD 83)
 EK0875_MARKER: 51 = TANK
 EK0875
 EK0875  HISTORY     - Date     Condition        Report By
 EK0875  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0875
 EK0875                          STATION DESCRIPTION
 EK0875
 EK0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0875'THIS STATION IS LOCATED ABOUT 1/4 MILE NORTHEAST OF THE POST
 EK0875'OFFICE IN DE QUEEN.  IT IS APPROXIMATELY 130 FEET HIGH, IS
 EK0875'PAINTED SILVER, AND HAS 4 LEGS.
 EK0875'
 EK0875'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1050 ***********************************************************************
 DM1050  DESIGNATION -  DE QUEEN RM 1
 DM1050  PID         -  DM1050
 DM1050  STATE/COUNTY-  AR/SEVIER
 DM1050  USGS QUAD   -  HORATIO (1975)
 DM1050
 DM1050                         *CURRENT SURVEY CONTROL
 DM1050  ___________________________________________________________________
 DM1050* NAD 83(1986)-  33 59 19.     (N)    094 19 31.     (W)     SCALED    
 DM1050* NAVD 88     -       185.863  (meters)     609.79   (feet)  ADJUSTED  
 DM1050  ___________________________________________________________________
 DM1050  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DM1050  DYNAMIC HT  -         185.672 (meters)     609.16  (feet)  COMP
 DM1050  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 DM1050
 DM1050  VERT ORDER  -  FIRST     CLASS II
 DM1050
 DM1050.The horizontal coordinates were scaled from a topographic map and have
 DM1050.an estimated accuracy of +/- 6 seconds.
 DM1050
 DM1050.The orthometric height was determined by differential leveling
 DM1050.and adjusted by the National Geodetic Survey in June 1991..
 DM1050
 DM1050.The geoid height was determined by GEOID03.
 DM1050
 DM1050.The dynamic height is computed by dividing the NAVD 88
 DM1050.geopotential number by the normal gravity value computed on the
 DM1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1050.degrees latitude (g = 980.6199 gals.).
 DM1050
 DM1050.The modeled gravity was interpolated from observed gravity values.
 DM1050
 DM1050;                    North         East    Units  Estimated Accuracy
 DM1050;SPC AR S     -   549,060.      185,190.      MT  (+/- 180 meters Scaled)
 DM1050
 DM1050                          SUPERSEDED SURVEY CONTROL
 DM1050
 DM1050.No superseded survey control is available for this station.
 DM1050
 DM1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT775616(NAD 83)
 DM1050_MARKER: DR = REFERENCE MARK DISK
 DM1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1050_SP_SET: CONCRETE POST
 DM1050_STAMPING: DEQUEEN NO 1 1930
 DM1050_MARK LOGO: CGS   
 DM1050_PROJECTION: PROJECTING 10 CENTIMETERS
 DM1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1050+STABILITY: SURFACE MOTION
 DM1050
 DM1050  HISTORY     - Date     Condition        Report By
 DM1050  HISTORY     - 1930     MONUMENTED       CGS
 DM1050  HISTORY     - 1985     GOOD             NGS
 DM1050  HISTORY     - 1987     GOOD             USPSQD
 DM1050  HISTORY     - 1988     GOOD             USPSQD
 DM1050  HISTORY     - 1989     GOOD             USPSQD
 DM1050  HISTORY     - 1990     GOOD             USPSQD
 DM1050  HISTORY     - 19920823 GOOD             USPSQD
 DM1050
 DM1050                          STATION DESCRIPTION
 DM1050
 DM1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1050'8.1 KM (5.0 MI) SOUTH FROM DE QUEEN.
 DM1050'7.8 KM (4.85 MI) SOUTHERLY ALONG STATE ROUTE 41 FROM JUNCTION OF U.S.
 DM1050'HIGHWAYS 71, 70, AND 59, AT THE NORTH EDGE OF DE QUEEN, THENCE 0.24 KM
 DM1050'(0.15 MI) EAST ALONG A GRAVEL ROAD TO THE STATION ON THE RIGHT, AT THE
 DM1050'SITE OF ABANDONED RESIDENCE OF MRS. NIMBACK, SET BACK IN THE WOODS,
 DM1050'8.2 METERS (27.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE GRAVEL
 DM1050'ROAD, 2.7 METERS (8.8 FT) SOUTH-SOUTHWEST OF A 20-INCH OAK TREE,
 DM1050'30.5 METERS (100.2 FT) NORTHEAST OF STATION DEQUEEN, AND 26.8 METERS
 DM1050'(88.0 FT) EAST OF REFERENCE MARK 4.
 DM1050'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 DM1050'THE MARK IS 0.91 M ABOVE GRAVEL ROAD.
 DM1050
 DM1050                          STATION RECOVERY (1987)
 DM1050
 DM1050'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1050'RECOVERED IN GOOD CONDITION.
 DM1050
 DM1050                          STATION RECOVERY (1988)
 DM1050
 DM1050'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1050'RECOVERED IN GOOD CONDITION.
 DM1050
 DM1050                          STATION RECOVERY (1989)
 DM1050
 DM1050'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1050'RECOVERED IN GOOD CONDITION.
 DM1050
 DM1050                          STATION RECOVERY (1990)
 DM1050
 DM1050'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1050'RECOVERED IN GOOD CONDITION.
 DM1050
 DM1050                          STATION RECOVERY (1992)
 DM1050
 DM1050'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1051 ***********************************************************************
 DM1051  DESIGNATION -  DE QUEEN RM 4
 DM1051  PID         -  DM1051
 DM1051  STATE/COUNTY-  AR/SEVIER
 DM1051  USGS QUAD   -  HORATIO (1975)
 DM1051
 DM1051                         *CURRENT SURVEY CONTROL
 DM1051  ___________________________________________________________________
 DM1051* NAD 83(1986)-  33 59 19.     (N)    094 19 31.     (W)     SCALED    
 DM1051* NAVD 88     -       185.755  (meters)     609.43   (feet)  ADJUSTED  
 DM1051  ___________________________________________________________________
 DM1051  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DM1051  DYNAMIC HT  -         185.564 (meters)     608.80  (feet)  COMP
 DM1051  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 DM1051
 DM1051  VERT ORDER  -  FIRST     CLASS II
 DM1051
 DM1051.The horizontal coordinates were scaled from a topographic map and have
 DM1051.an estimated accuracy of +/- 6 seconds.
 DM1051
 DM1051.The orthometric height was determined by differential leveling
 DM1051.and adjusted by the National Geodetic Survey in June 1991..
 DM1051
 DM1051.The geoid height was determined by GEOID03.
 DM1051
 DM1051.The dynamic height is computed by dividing the NAVD 88
 DM1051.geopotential number by the normal gravity value computed on the
 DM1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1051.degrees latitude (g = 980.6199 gals.).
 DM1051
 DM1051.The modeled gravity was interpolated from observed gravity values.
 DM1051
 DM1051;                    North         East    Units  Estimated Accuracy
 DM1051;SPC AR S     -   549,060.      185,190.      MT  (+/- 180 meters Scaled)
 DM1051
 DM1051                          SUPERSEDED SURVEY CONTROL
 DM1051
 DM1051.No superseded survey control is available for this station.
 DM1051
 DM1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT775616(NAD 83)
 DM1051_MARKER: DR = REFERENCE MARK DISK
 DM1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1051_SP_SET: CONCRETE POST
 DM1051_STAMPING: DEQUEEN NO 4 1930
 DM1051_MARK LOGO: CGS   
 DM1051_PROJECTION: FLUSH
 DM1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1051+STABILITY: SURFACE MOTION
 DM1051
 DM1051  HISTORY     - Date     Condition        Report By
 DM1051  HISTORY     - 1954     MONUMENTED       CGS
 DM1051  HISTORY     - 1985     GOOD             NGS
 DM1051  HISTORY     - 1987     GOOD             USPSQD
 DM1051  HISTORY     - 1988     GOOD             USPSQD
 DM1051  HISTORY     - 1989     GOOD             USPSQD
 DM1051  HISTORY     - 1990     GOOD             USPSQD
 DM1051  HISTORY     - 19920823 GOOD             USPSQD
 DM1051
 DM1051                          STATION DESCRIPTION
 DM1051
 DM1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1051'8.1 KM (5.0 MI) SOUTH FROM DE QUEEN.
 DM1051'7.8 KM (4.85 MI) SOUTHERLY ALONG STATE ROUTE 41 FROM JUNCTION OF U.S.
 DM1051'HIGHWAYS 71, 70, AND 59 AT THE NORTH EDGE OF DE QUEEN, THENCE 0.24 KM
 DM1051'(0.15 MI) EAST ALONG A GRAVEL ROAD TO THE STATION ON THE RIGHT, AT THE
 DM1051'SITE OF THE ABANDONED RESIDENCE OF MRS. NIMBACK, SET BACK IN THE
 DM1051'WOODS, 7.3 METERS (24.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE
 DM1051'GRAVEL ROAD, 0.31 METERS (1.0 FT) EAST OF A WOODEN FENCE POST,
 DM1051'26.8 METERS (88.0 FT) WEST OF REFERENCE MARK 1, AND 20.3 METERS
 DM1051'(66.7 FT) NORTH OF STATION DE QUEEN.  NOTE-DATE STAMPED ON DISK IS
 DM1051'1930, HOWEVER MARK WAS SET IN 1954.
 DM1051'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 DM1051'THE MARK IS 0.91 M ABOVE GRAVEL ROAD.
 DM1051
 DM1051                          STATION RECOVERY (1987)
 DM1051
 DM1051'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1051'RECOVERED IN GOOD CONDITION.
 DM1051
 DM1051                          STATION RECOVERY (1988)
 DM1051
 DM1051'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1051'RECOVERED IN GOOD CONDITION.
 DM1051
 DM1051                          STATION RECOVERY (1989)
 DM1051
 DM1051'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1051'RECOVERED IN GOOD CONDITION.
 DM1051
 DM1051                          STATION RECOVERY (1990)
 DM1051
 DM1051'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1051'RECOVERED IN GOOD CONDITION.
 DM1051
 DM1051                          STATION RECOVERY (1992)
 DM1051
 DM1051'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0711 ***********************************************************************
 FF0711  DESIGNATION -  DEAD
 FF0711  PID         -  FF0711
 FF0711  STATE/COUNTY-  AR/POINSETT
 FF0711  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0711
 FF0711                         *CURRENT SURVEY CONTROL
 FF0711  ___________________________________________________________________
 FF0711* NAD 83(1997)-  35 29 42.64917(N)    090 42 29.54656(W)     ADJUSTED  
 FF0711* NAVD 88     -       138.269  (meters)     453.64   (feet)  ADJUSTED  
 FF0711  ___________________________________________________________________
 FF0711  X           -     -64,258.542 (meters)                     COMP
 FF0711  Y           -  -5,198,414.815 (meters)                     COMP
 FF0711  Z           -   3,682,796.981 (meters)                     COMP
 FF0711  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FF0711  ELLIP HEIGHT-         110.84  (meters)          (09/14/99) GPS OBS
 FF0711  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0711  DYNAMIC HT  -         138.146 (meters)     453.23  (feet)  COMP
 FF0711  MODELED GRAV-     979,742.3   (mgal)                       NAVD 88
 FF0711
 FF0711  HORZ ORDER  -  FIRST
 FF0711  VERT ORDER  -  FIRST     CLASS II
 FF0711  ELLP ORDER  -  FOURTH    CLASS I
 FF0711
 FF0711.The horizontal coordinates were established by classical geodetic methods
 FF0711.and adjusted by the National Geodetic Survey in September 1999..
 FF0711
 FF0711.The orthometric height was determined by differential leveling
 FF0711.and adjusted by the National Geodetic Survey in June 1991..
 FF0711
 FF0711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0711
 FF0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0711
 FF0711.The ellipsoidal height was determined by GPS observations
 FF0711.and is referenced to NAD 83.
 FF0711
 FF0711.The geoid height was determined by GEOID03.
 FF0711
 FF0711.The dynamic height is computed by dividing the NAVD 88
 FF0711.geopotential number by the normal gravity value computed on the
 FF0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0711.degrees latitude (g = 980.6199 gals.).
 FF0711
 FF0711.The modeled gravity was interpolated from observed gravity values.
 FF0711
 FF0711;                    North         East     Units Scale Factor Converg.
 FF0711;SPC AR N     -   129,665.650   517,199.829   MT  0.99993714   +0 45 06.1
 FF0711;SPC AR N     -   425,411.39  1,696,846.44   sFT  0.99993714   +0 45 06.1
 FF0711;UTM  15      - 3,930,373.694   707,880.403   MT  1.00013257   +1 19 52.2
 FF0711
 FF0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0711!SPC AR N     -   0.99998260  x   0.99993714  =   0.99991974
 FF0711!UTM  15      -   0.99998260  x   1.00013257  =   1.00011517
 FF0711
 FF0711:                Primary Azimuth Mark                     Grid Az
 FF0711:SPC AR N     -  PETS                                     003 26 35.2
 FF0711:UTM  15      -  PETS                                     002 51 49.1
 FF0711
 FF0711|---------------------------------------------------------------------|
 FF0711| PID    Reference Object                     Distance      Geod. Az  |
 FF0711|                                                           dddmmss.s |
 FF0711| FF2121 PETS                                APPROX.15.4 KM 0041141.3 |
 FF0711| FF0710 DEAD RM 1                            24.886 METERS 02834     |
 FF0711| FF0712 DEAD RM 2                            27.573 METERS 12147     |
 FF0711| FF0709 DEAD AZ MK                                         3244936.1 |
 FF0711| FF2117 HARRISBURG MOUTON RICE CO TANK      APPROX. 8.1 KM 3511050.4 |
 FF0711| FF2119 HARRISBURG POINSETT SHER RADIO      APPROX. 8.2 KM 3562530.7 |
 FF0711| FF2120 HARRISBURG ARK PWR LT RAD TWR       APPROX. 7.5 KM 3575002.1 |
 FF0711|---------------------------------------------------------------------|
 FF0711
 FF0711                          SUPERSEDED SURVEY CONTROL
 FF0711
 FF0711  NAD 83(1997)-  35 29 42.65134(N)    090 42 29.54499(W) AD(       ) 1
 FF0711  NAD 83(1986)-  35 29 42.66206(N)    090 42 29.54616(W) AD(       ) 1
 FF0711  NAD 27      -  35 29 42.36790(N)    090 42 29.14500(W) AD(       ) 1
 FF0711  NGVD 29 (??/??/??)  138.213  (m)          453.45   (f) ADJUSTED    1 2
 FF0711
 FF0711.Superseded values are not recommended for survey control.
 FF0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0711.See file dsdata.txt to determine how the superseded data were derived.
 FF0711
 FF0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0788030374(NAD 83)
 FF0711_MARKER: DS = TRIANGULATION STATION DISK
 FF0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0711_SP_SET: CONCRETE POST
 FF0711_STAMPING: DEAD 1954
 FF0711_MARK LOGO: CGS   
 FF0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0711+STABILITY: SURFACE MOTION
 FF0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0711+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 FF0711
 FF0711  HISTORY     - Date     Condition        Report By
 FF0711  HISTORY     - 1954     MONUMENTED       CGS
 FF0711  HISTORY     - 1956     GOOD             CGS
 FF0711  HISTORY     - 1970     GOOD             NGS
 FF0711  HISTORY     - 1970     GOOD             NGS
 FF0711  HISTORY     - 1975     GOOD             USGS
 FF0711  HISTORY     - 1975     GOOD             NGS
 FF0711  HISTORY     - 19910108 GOOD             NGS
 FF0711  HISTORY     - 20000909 GOOD             LOCENG
 FF0711  HISTORY     - 20030507 GOOD             USACE
 FF0711
 FF0711                          STATION DESCRIPTION
 FF0711
 FF0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0711'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF HARRISBURG,
 FF0711'ABOUT 2 MILES NORTHEAST OF WHITE HALL, 47 FEET SOUTH OF
 FF0711'AN OAK TREE WITH A TRIANGLE BLAZE, 33 FEET SOUTHWEST OF
 FF0711'THE CENTER OF A GRAVELED ROAD, 23 FEET SOUTH OF THE CENTER
 FF0711'OF A DRIVEWAY AND 4 FEET SOUTHEAST OF A WITNESS POST.  IT
 FF0711'PROJECTS 4 INCHES AND IS STAMPED DEAD 1954.
 FF0711'
 FF0711'REFERENCE MARK NO. 1 IS 55 FEET EAST OF THE TREE WITH THE
 FF0711'TRIANGLE BLAZE, 42 FEET EAST OF THE CENTER OF THE GRAVELED
 FF0711'ROAD, 10 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 1 FOOT
 FF0711'WEST OF A FENCE CORNER.  IT PROJECTS 2 INCHES AND IS STAMPED
 FF0711'DEAD NO 1 1954.
 FF0711'
 FF0711'REFERENCE MARK NO. 2 IS 18 FEET SOUTHWEST OF THE CENTER
 FF0711'OF THE GRAVELED ROAD AND 6 INCHES NORTHEAST OF A FENCE LINE.
 FF0711'IT PROJECTS 2 INCHES AND IS STAMPED DEAD NO 2 1954.
 FF0711'
 FF0711'THE AZIMUTH MARK IS 59 FEET NORTHWEST OF THE CENTER OF A
 FF0711'DRIVEWAY, 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FF0711'LOG TOOL SHED, 30 FEET EAST OF THE CENTER OF THE GRAVELED
 FF0711'ROAD AND 1 FOOT WEST OF A HIGH LINE POLE.  IT PROJECTS 2
 FF0711'INCHES AND IS STAMPED DEAD 1954.
 FF0711'
 FF0711'TO REACH THE STATION FROM THE POST OFFICE IN WHITE HALL
 FF0711'GO NORTH ON STATE HIGHWAY 1 FOR 1.85 MILES TO A SIDE ROAD
 FF0711'RIGHT, TURN RIGHT ON THE SIDE ROAD WHICH GOES UNDER THE
 FF0711'RAILROAD TRACKS AND FOLLOW THE GRAVELED ROAD EASTERLY FOR
 FF0711'1.25 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FF0711'SOUTHEASTERLY ON THE GRAVELED ROAD FOR 0.25 MILE TO THE STATION
 FF0711'MARK ON THE RIGHT AS DESCRIBED.
 FF0711'
 FF0711'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 FF0711
 FF0711                          STATION RECOVERY (1956)
 FF0711
 FF0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0711'3.2 MI NE FROM WHITEHALL.
 FF0711'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0711'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, THENCE ABOUT
 FF0711'1.5 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.8
 FF0711'MILE SOUTHEAST OF FARM HILL METHODIST CHURCH AND CEMETERY, ABOUT
 FF0711'0.25 MILE NORTHWEST OF JUNCTION OF A GRAVEL ROAD SOUTH, AT THE
 FF0711'JUNCTION OF A ROAD NORTHEAST, 41 FEET SOUTHWEST OF CENTER LINE
 FF0711'OF ROAD, 47 FEET SOUTHWEST OF CENTER OF JUNCTION, 90.35 FEET
 FF0711'WEST OF RM NO. 2, 81.7 FEET SOUTH OF RM NO. 1, 4 FEET EAST OF A
 FF0711'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD
 FF0711'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0711
 FF0711                          STATION RECOVERY (1970)
 FF0711
 FF0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FF0711'THE STATION MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 FF0711'THE DESCRIPTION IS GOOD AND THE MARK IS 1 FOOT NORTH OF
 FF0711'A METAL WITNESS POST.  REFERENCE MARKS 1 AND 2 FOUND AS
 FF0711'DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD.
 FF0711'
 FF0711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.15 MILES
 FF0711'NORTHEAST.
 FF0711
 FF0711                          STATION RECOVERY (1970)
 FF0711
 FF0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FF0711'RECOVERED IN GOOD CONDITION.
 FF0711
 FF0711                          STATION RECOVERY (1975)
 FF0711
 FF0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF0711'STA. MK., RM 1 AND RM 2 - OK
 FF0711'
 FF0711'AZ. MK. - NF GRAVEL PIT IN AREA.
 FF0711
 FF0711                          STATION RECOVERY (1975)
 FF0711
 FF0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FF0711'THE STATION WAS VISITED 10-11-75 AND THE STATION MARK, REFERENCE
 FF0711'MARK NO 1 AND NO 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 FF0711'MARK WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED DESTROYED BY
 FF0711'ROAD CONSTRUCTION.  THE STATION WAS NOT OCCUPIED AT THIS DATE.  A
 FF0711'NEW DESCRIPTION FOLLOWS--
 FF0711'
 FF0711'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF HARRISBURG
 FF0711'ABOUT 3 MILES NORTHEAST OF WHITE HALL.
 FF0711'
 FF0711'TO REACH FROM POST OFFICE IN WHITE HALL GO NORTH ON STATE
 FF0711'HIGHWAY 1 FOR 1.9 MILES TO A GRAVEL SIDE ROAD ON THE RIGHT.  TURN
 FF0711'RIGHT ON GRAVEL ROAD PASSING UNDER RAILROAD TRACKS AND GO
 FF0711'EASTERLY ON MAIN GRAVEL ROAD FOR 1.5 MILES TO A CROSS ROAD AT
 FF0711'TOP OF GRADE AND STATION IN SOUTH ANGLE OF INTERSECTION.
 FF0711'
 FF0711'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK,
 FF0711'STAMPED DEAD 1954 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 FF0711'4 INCHES.  IT IS 86.5 FEET SOUTH-SOUTHWEST AND ACROSS ROAD
 FF0711'FROM A 48 INCH OAK TREE, 45 FEET SOUTHEAST OF THE CENTER OF A
 FF0711'CATTLE GUARD IN ROAD, 42 FEET SOUTHWEST OF THE CENTER OF MAIN
 FF0711'GRAVEL ROAD, 10.5 FEET EAST-NORTHEAST OF FENCE LINE, 1 FOOT
 FF0711'EAST-NORTHEAST OF METAL WITNESS POST AND SIGN AND 1 FOOT SOUTHEAST
 FF0711'OF METAL WITNESS POST AND SIGN.
 FF0711'
 FF0711'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 FF0711'DEAD NO 1 1954 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2
 FF0711'INCHES.  IT IS 81.65 FEET NORTH-NORTHEAST OF THE STATION, 34 FEET
 FF0711'NORTHEAST OF THE CENTER OF MAIN GRAVEL ROAD, 19 FEET EAST OF 48
 FF0711'INCH OAK TREE, 12 FEET NORTH-NORTHWEST OF CENTER OF GRAVEL ROAD,
 FF0711'3 FEET SOUTHEAST OF GATE POST AND 1 FOOT NORTH-NORTHWEST OF
 FF0711'METAL WITNESS POST AND SIGN.
 FF0711'
 FF0711'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 FF0711'DEAD NO 2 1954 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 FF0711'8 INCHES.  IT IS 90.47 FEET SOUTHEAST OF THE STATION, 25 FEET
 FF0711'SOUTHWEST OF THE CENTER OF MAIN GRAVEL ROAD, 24 FEET EAST OF A
 FF0711'DOUBLE-TRUNKED DEAD OAK TREE, 15.5 FEET EAST-SOUTHEAST OF THE
 FF0711'CENTER OF GATE, 1 FOOT SOUTHWEST OF FENCE AND 1 FOOT
 FF0711'WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 FF0711'
 FF0711'THE DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 2 IS 125.25 FEET.
 FF0711'
 FF0711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF0711'3 MILES NORTHEAST OF WHITE HALL.
 FF0711
 FF0711                          STATION RECOVERY (1991)
 FF0711
 FF0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0711'THE STATION IS LOCATED ABOUT 5.63 KM (3.50 MI) NORTHEAST OF WHITEHALL,
 FF0711'ON THE SOUTHWEST SIDE OF A GRAVEL ROAD AND ACROSS FROM THE JUNCTION
 FF0711'OF A GRAVEL ROAD LEADING TO THE RAZOR ROCK MATERIALS COMPANY.
 FF0711'OWNERSHIP--UNKNOWN.
 FF0711'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 214, ON
 FF0711'THE SOUTH SIDE OF WHITEHALL, GO NORTH ON STATE HIGHWAY 1 FOR 3.14 KM
 FF0711'(1.95 MI) TO A GRAVEL ROAD ON THE RIGHT THAT PASSES UNDER THE
 FF0711'RAILROAD, TURN RIGHT, EAST, ON THE GRAVEL ROAD FOR 0.96 KM (0.60 MI)
 FF0711'TO A REVERSE FORK, BEAR RIGHT AND CONTINUE EAST-SOUTHEAST FOR 1.61 KM
 FF0711'(1.00 MI) TO THE STATION ON THE RIGHT SOUTHEAST OF A METAL GATE FOR A
 FF0711'GRAVEL ROAD LEADING WEST AND ACROSS THE ROAD FROM THE JUNCTION OF A
 FF0711'GRAVEL ROAD LEADING EAST WITH SIGN (RAZOR ROCK MATERIAL COMPANY).
 FF0711'THE STATION IS LOCATED 13.7 M (44.9 FT) EAST OF THE SOUTHEAST WOODEN
 FF0711'GATE POST OF THE METAL GATE, 12.6 M (41.3 FT) SOUTHWEST OF THE CENTER
 FF0711'OF THE GRAVEL ROAD, 9.9 M (32.5 FT) SOUTHEAST OF THE CENTER OF THE
 FF0711'GRAVEL ROAD LEADING WEST, 1.0 M (3.3 FT) NORTHEAST OF A FIBERGLASS
 FF0711'WITNESS POST AND 0.3 M (1.0 FT) NORTHEAST OF A METAL WITNESS POST.
 FF0711
 FF0711                          STATION RECOVERY (2000)
 FF0711
 FF0711'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JBC)
 FF0711'FOUND IN HEAVY BRUSH.  CLEARED BRUSH OUT.  STILL SEVERAL TREES NEARBY.
 FF0711'USED FOR GPS, BUT NOT THE BEST W/ THE NEARBY TREES.
 FF0711
 FF0711                          STATION RECOVERY (2003)
 FF0711
 FF0711'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0709 ***********************************************************************
 FF0709  DESIGNATION -  DEAD AZ MK
 FF0709  PID         -  FF0709
 FF0709  STATE/COUNTY-  AR/POINSETT
 FF0709  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0709
 FF0709                         *CURRENT SURVEY CONTROL
 FF0709  ___________________________________________________________________
 FF0709* NAD 83(1986)-  35 29 53.     (N)    090 42 36.     (W)     SCALED    
 FF0709* NAVD 88     -       132.590  (meters)     435.01   (feet)  ADJUSTED  
 FF0709  ___________________________________________________________________
 FF0709  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0709  DYNAMIC HT  -         132.472 (meters)     434.62  (feet)  COMP
 FF0709  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FF0709
 FF0709  VERT ORDER  -  FIRST     CLASS II
 FF0709
 FF0709.The horizontal coordinates were scaled from a topographic map and have
 FF0709.an estimated accuracy of +/- 6 seconds.
 FF0709
 FF0709.The orthometric height was determined by differential leveling
 FF0709.and adjusted by the National Geodetic Survey in June 1991..
 FF0709
 FF0709.The geoid height was determined by GEOID03.
 FF0709
 FF0709.The dynamic height is computed by dividing the NAVD 88
 FF0709.geopotential number by the normal gravity value computed on the
 FF0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0709.degrees latitude (g = 980.6199 gals.).
 FF0709
 FF0709.The modeled gravity was interpolated from observed gravity values.
 FF0709
 FF0709;                    North         East    Units  Estimated Accuracy
 FF0709;SPC AR N     -   129,980.      517,030.      MT  (+/- 180 meters Scaled)
 FF0709
 FF0709                          SUPERSEDED SURVEY CONTROL
 FF0709
 FF0709  NGVD 29 (??/??/??)  132.535  (m)          434.83   (f) ADJUSTED    1 2
 FF0709
 FF0709.Superseded values are not recommended for survey control.
 FF0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0709.See file dsdata.txt to determine how the superseded data were derived.
 FF0709
 FF0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV077306(NAD 83)
 FF0709_MARKER: DZ = AZIMUTH MARK DISK
 FF0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0709_SP_SET: CONCRETE POST
 FF0709_STAMPING: DEAD 1954
 FF0709_MARK LOGO: CGS   
 FF0709_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0709+STABILITY: SURFACE MOTION
 FF0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0709+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1990
 FF0709
 FF0709  HISTORY     - Date     Condition        Report By
 FF0709  HISTORY     - 1954     MONUMENTED       CGS
 FF0709  HISTORY     - 1956     GOOD             CGS
 FF0709  HISTORY     - 1970     MARK NOT FOUND   NGS
 FF0709  HISTORY     - 19901203 SEE DESCRIPTION  NGS
 FF0709
 FF0709                          STATION DESCRIPTION
 FF0709
 FF0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0709'2.9 MI NE FROM WHITEHALL.
 FF0709'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0709'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, THENCE ABOUT
 FF0709'1.25 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.55
 FF0709'MILE SOUTHEAST OF FARM HILL METHODIST CHURCH AND CEMETERY, ABOUT
 FF0709'0.25 MILE NORTHWEST OF JUNCTION OF A ROAD LEADING NORTHEAST, 30
 FF0709'FEET NORTHEAST OF CENTER LINE OF ROAD, 60 FEET NORTHWEST OF
 FF0709'CENTER OF JUNCTION OF A DRIVE NORTHEAST AND UPHILL TO AN OLD
 FF0709'FRAME HOUSE, 1 1/2 FEET SOUTHWEST OF A POWER POLE WITH A
 FF0709'TRANSFORMER, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 FF0709'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 FF0709'CONCRETE POST PROJECTING 4 INCHES.
 FF0709
 FF0709                          STATION RECOVERY (1970)
 FF0709
 FF0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FF0709'MARK NOT FOUND.
 FF0709
 FF0709                          STATION RECOVERY (1990)
 FF0709
 FF0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF0709'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0710 ***********************************************************************
 FF0710  DESIGNATION -  DEAD RM 1
 FF0710  PID         -  FF0710
 FF0710  STATE/COUNTY-  AR/POINSETT
 FF0710  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0710
 FF0710                         *CURRENT SURVEY CONTROL
 FF0710  ___________________________________________________________________
 FF0710* NAD 83(1986)-  35 29 43.     (N)    090 42 29.     (W)     SCALED    
 FF0710* NAVD 88     -       138.071  (meters)     452.99   (feet)  ADJUSTED  
 FF0710  ___________________________________________________________________
 FF0710  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0710  DYNAMIC HT  -         137.948 (meters)     452.58  (feet)  COMP
 FF0710  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FF0710
 FF0710  VERT ORDER  -  FIRST     CLASS II
 FF0710
 FF0710.The horizontal coordinates were scaled from a topographic map and have
 FF0710.an estimated accuracy of +/- 6 seconds.
 FF0710
 FF0710.The orthometric height was determined by differential leveling
 FF0710.and adjusted by the National Geodetic Survey in June 1991..
 FF0710
 FF0710.The geoid height was determined by GEOID03.
 FF0710
 FF0710.The dynamic height is computed by dividing the NAVD 88
 FF0710.geopotential number by the normal gravity value computed on the
 FF0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0710.degrees latitude (g = 980.6199 gals.).
 FF0710
 FF0710.The modeled gravity was interpolated from observed gravity values.
 FF0710
 FF0710;                    North         East    Units  Estimated Accuracy
 FF0710;SPC AR N     -   129,680.      517,210.      MT  (+/- 180 meters Scaled)
 FF0710
 FF0710                          SUPERSEDED SURVEY CONTROL
 FF0710
 FF0710  NGVD 29 (??/??/??)  138.015  (m)          452.80   (f) ADJUSTED    1 2
 FF0710
 FF0710.Superseded values are not recommended for survey control.
 FF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0710.See file dsdata.txt to determine how the superseded data were derived.
 FF0710
 FF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV078303(NAD 83)
 FF0710_MARKER: DR = REFERENCE MARK DISK
 FF0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0710_SP_SET: CONCRETE POST
 FF0710_STAMPING: DEAD NO 1 1954
 FF0710_MARK LOGO: CGS   
 FF0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0710+STABILITY: SURFACE MOTION
 FF0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0710+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1990
 FF0710
 FF0710  HISTORY     - Date     Condition        Report By
 FF0710  HISTORY     - 1954     MONUMENTED       CGS
 FF0710  HISTORY     - 1956     GOOD             CGS
 FF0710  HISTORY     - 1970     GOOD             NGS
 FF0710  HISTORY     - 19901203 SEE DESCRIPTION  NGS
 FF0710
 FF0710                          STATION DESCRIPTION
 FF0710
 FF0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0710'3.2 MI NE FROM WHITEHALL.
 FF0710'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0710'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, THENCE ABOUT
 FF0710'1.5 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.8 MILE
 FF0710'SOUTHEAST OF FARM HILL METHODIST CHURCH AND CEMETERY, AT JUNCTION
 FF0710'OF ROAD NORTHEAST, 35 FEET NORTHEAST OF CENTER LINE OF MAIN ROAD,
 FF0710'13 FEET NORTHWEST OF CENTER LINE OF ROAD NORTHEAST, 125.3 FEET
 FF0710'NORTHWEST OF RM NO. 2, 81.7 FEET NORTH OF STATION MARK, 1 FOOT
 FF0710'WEST OF A FENCE CORNER, 19 FEET EAST-SOUTHEAST OF A 50-INCH OAK
 FF0710'TREE, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 FF0710'CONCRETE POST PROJECTING 4 INCHES.
 FF0710
 FF0710                          STATION RECOVERY (1970)
 FF0710
 FF0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FF0710'RECOVERED IN GOOD CONDITION.
 FF0710
 FF0710                          STATION RECOVERY (1990)
 FF0710
 FF0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF0710'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0712 ***********************************************************************
 FF0712  DESIGNATION -  DEAD RM 2
 FF0712  PID         -  FF0712
 FF0712  STATE/COUNTY-  AR/POINSETT
 FF0712  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0712
 FF0712                         *CURRENT SURVEY CONTROL
 FF0712  ___________________________________________________________________
 FF0712* NAD 83(1986)-  35 29 41.     (N)    090 42 27.     (W)     SCALED    
 FF0712* NAVD 88     -       137.914  (meters)     452.47   (feet)  ADJUSTED  
 FF0712  ___________________________________________________________________
 FF0712  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0712  DYNAMIC HT  -         137.791 (meters)     452.07  (feet)  COMP
 FF0712  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 FF0712
 FF0712  VERT ORDER  -  FIRST     CLASS II
 FF0712
 FF0712.The horizontal coordinates were scaled from a topographic map and have
 FF0712.an estimated accuracy of +/- 6 seconds.
 FF0712
 FF0712.The orthometric height was determined by differential leveling
 FF0712.and adjusted by the National Geodetic Survey in June 1991..
 FF0712
 FF0712.The geoid height was determined by GEOID03.
 FF0712
 FF0712.The dynamic height is computed by dividing the NAVD 88
 FF0712.geopotential number by the normal gravity value computed on the
 FF0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0712.degrees latitude (g = 980.6199 gals.).
 FF0712
 FF0712.The modeled gravity was interpolated from observed gravity values.
 FF0712
 FF0712;                    North         East    Units  Estimated Accuracy
 FF0712;SPC AR N     -   129,620.      517,270.      MT  (+/- 180 meters Scaled)
 FF0712
 FF0712                          SUPERSEDED SURVEY CONTROL
 FF0712
 FF0712  NGVD 29 (??/??/??)  137.858  (m)          452.29   (f) ADJUSTED    1 2
 FF0712
 FF0712.Superseded values are not recommended for survey control.
 FF0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0712.See file dsdata.txt to determine how the superseded data were derived.
 FF0712
 FF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV079303(NAD 83)
 FF0712_MARKER: DR = REFERENCE MARK DISK
 FF0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0712_SP_SET: CONCRETE POST
 FF0712_STAMPING: DEAD NO 2 1954
 FF0712_MARK LOGO: CGS   
 FF0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0712+STABILITY: SURFACE MOTION
 FF0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0712+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 FF0712
 FF0712  HISTORY     - Date     Condition        Report By
 FF0712  HISTORY     - 1954     MONUMENTED       CGS
 FF0712  HISTORY     - 1956     GOOD             CGS
 FF0712  HISTORY     - 1970     GOOD             NGS
 FF0712  HISTORY     - 19901203 SEE DESCRIPTION  NGS
 FF0712  HISTORY     - 20030507 GOOD             USACE
 FF0712
 FF0712                          STATION DESCRIPTION
 FF0712
 FF0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0712'3.2 MI NE FROM WHITEHALL.
 FF0712'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0712'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, THENCE ABOUT
 FF0712'1.5 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.8 MILE
 FF0712'SOUTHEAST OF FARM HILL METHODIST CHURCH AND CEMETERY, ABOUT
 FF0712'0.25 MILE NORTHWEST OF JUNCTION OF A ROAD SOUTH, 25 FEET SOUTH
 FF0712'OF CENTER LINE OF ROAD, 24 1/2 FEET NORTHEAST OF NORTHEAST
 FF0712'CORNER OF A FARM HOUSE, 90.35 EAST OF STATION MARK, 112 FEET
 FF0712'SOUTHEAST OF CENTER OF JUNCTION OF A ROAD NORTHEAST, ABOUT 2 1/2
 FF0712'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0712'PROJECTING 5 INCHES.
 FF0712
 FF0712                          STATION RECOVERY (1970)
 FF0712
 FF0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FF0712'RECOVERED IN GOOD CONDITION.
 FF0712
 FF0712                          STATION RECOVERY (1990)
 FF0712
 FF0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF0712'THE STATION IS LOCATED ABOUT 8.1 KM (5.05 MI) SOUTHEAST OF HARRISBURG
 FF0712'AND 4.8 KM (3.00 MI) NORTHEAST OF WHITE HALL. OWNERSHIP-POINSETT
 FF0712'COUNTY STEVE RYAN (COUNTY JUDGE), COUNTY COURTHOUSE, HARRISBURG AR
 FF0712'72432. PHONE IS 501-578-5333. TO REACH THE STATION FROM THE JUNCTION
 FF0712'OF STATE HIGHWAYS 1 AND 14 IN HARRISBURG. GO SOUTH ON STATE HIGHWAY 1
 FF0712'FOR 7.01 KM (4.35 MI) TO A GRAVELED ROAD ON THE LEFT THAT PASSES
 FF0712'UNDER A RAILROAD. TURN LEFT AND GO EASTERLY ON THE GRAVELED ROAD
 FF0712'PASSING UNDER THE RAILROAD FOR 2.45 KM (1.50 MI) TO A CROSSROAD AND
 FF0712'THE STATION ON THE RIGHT. THE STATION IS LOCATED 24.9 M (81.7 FT)
 FF0712'NORTHEAST FROM DEAD 1954, 7.7 M (25.3 FT) SOUTHWEST FROM THE CENTER OF
 FF0712'THE MAIN TRAVELED GRAVELED ROAD, 3.9 M (12.8 FT) NORTHEAST FROM THE
 FF0712'CENTER OF A DRIVEWAY AND 0.3 M (1.0 FT) SOUTHWEST FROM A METAL
 FF0712'WITNESS POST. THE STATION PROJECTS 8-CM ABOVE THE GROUND. DESCRIBED
 FF0712'BY E.J.HANSMANN.
 FF0712
 FF0712                          STATION RECOVERY (2003)
 FF0712
 FF0712'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0938 ***********************************************************************
 GG0938  DESIGNATION -  DECAPORT
 GG0938  PID         -  GG0938
 GG0938  STATE/COUNTY-  AR/BENTON
 GG0938  USGS QUAD   -  GENTRY (1982)
 GG0938
 GG0938                         *CURRENT SURVEY CONTROL
 GG0938  ___________________________________________________________________
 GG0938* NAD 83(1997)-  36 20 29.04292(N)    094 26 32.45367(W)     ADJUSTED  
 GG0938* NAVD 88     -       359.0    (meters)    1178.     (feet)  VERTCON   
 GG0938  ___________________________________________________________________
 GG0938  X           -    -398,426.198 (meters)                     COMP
 GG0938  Y           -  -5,128,453.814 (meters)                     COMP
 GG0938  Z           -   3,758,968.850 (meters)                     COMP
 GG0938  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 GG0938  ELLIP HEIGHT-         330.83  (meters)          (09/24/01) GPS OBS
 GG0938  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GG0938
 GG0938  HORZ ORDER  -  FIRST
 GG0938  ELLP ORDER  -  FOURTH    CLASS II
 GG0938
 GG0938.This mark is at Crystal Lake Airport (5M5)
 GG0938
 GG0938.The horizontal coordinates were established by GPS observations
 GG0938.and adjusted by the National Geodetic Survey in September 1999..
 GG0938
 GG0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0938
 GG0938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0938
 GG0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0938
 GG0938.The ellipsoidal height was determined by GPS observations
 GG0938.and is referenced to NAD 83.
 GG0938
 GG0938.The geoid height was determined by GEOID03.
 GG0938
 GG0938;                    North         East     Units Scale Factor Converg.
 GG0938;SPC AR N     -   225,507.000   180,759.338   MT  1.00002315   -1 25 16.3
 GG0938;SPC AR N     -   739,850.88    593,041.26   sFT  1.00002315   -1 25 16.3
 GG0938;UTM  15      - 4,022,781.452   370,563.084   MT  0.99980642   -0 51 17.5
 GG0938
 GG0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0938!SPC AR N     -   0.99994808  x   1.00002315  =   0.99997123
 GG0938!UTM  15      -   0.99994808  x   0.99980642  =   0.99975451
 GG0938
 GG0938:                Primary Azimuth Mark                     Grid Az
 GG0938:SPC AR N     -  DECAPORT AZ MK                           315 22 36.3
 GG0938:UTM  15      -  DECAPORT AZ MK                           314 48 37.5
 GG0938
 GG0938|---------------------------------------------------------------------|
 GG0938| PID    Reference Object                     Distance      Geod. Az  |
 GG0938|                                                           dddmmss.s |
 GG0938| GG0939 DECAPORT AZ MK                      APPROX. 0.9 KM 3135720.0 |
 GG0938|---------------------------------------------------------------------|
 GG0938
 GG0938                          SUPERSEDED SURVEY CONTROL
 GG0938
 GG0938  ELLIP H (09/14/99)  330.75   (m)                       GP(       ) 4 1
 GG0938  NAD 83(1997)-  36 20 29.05026(N)    094 26 32.45621(W) AD(       ) 1
 GG0938  NAD 83(1997)-  36 20 29.05417(N)    094 26 32.45784(W) AD(       ) 1
 GG0938  NAD 83(1986)-  36 20 29.05784(N)    094 26 32.45828(W) AD(       ) 1
 GG0938  NGVD 29 (11/13/90)  358.9    (m)         1177.     (f) GPS OBS        
 GG0938
 GG0938.Superseded values are not recommended for survey control.
 GG0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0938.See file dsdata.txt to determine how the superseded data were derived.
 GG0938
 GG0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7056322781(NAD 83)
 GG0938_MARKER: I = METAL ROD
 GG0938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0938_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GG0938_STAMPING: DECAPORT 1990
 GG0938_MARK LOGO: NGS   
 GG0938_PROJECTION: FLUSH
 GG0938_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0938+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GG0938_ROD/PIPE-DEPTH: 3.84 meters
 GG0938_SLEEVE-DEPTH  : 0.93 meters
 GG0938
 GG0938  HISTORY     - Date     Condition        Report By
 GG0938  HISTORY     - 1990     MONUMENTED       NGS
 GG0938
 GG0938                          STATION DESCRIPTION
 GG0938
 GG0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GG0938'STATION IS LOCATED ABOUT 9.1 KM (5.7 MI) SOUTH OF GRAVETTE, 9.1 KM
 GG0938'(5.7 MI) NORTHEAST OF GENTRY, AND 1.6 KM (1.0 MI) EAST OF DECATUR. AT
 GG0938'THE DECATUR CRYSTAL LAKE AIRPORT.  OWNERSHIP--LLOYD E. PETERSON
 GG0938'(PETERSON FARMS) DECATUR AR 72722.  AIRPORT MANAGER IS BOB MOORE,
 GG0938'PETERSON FARMS, DECATUR AR 72722.  PHONE IS 501-752-3471 OR HOME
 GG0938'501-752-3777.
 GG0938'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION OF STATE
 GG0938'HIGHWAYS 59 AND 102 IN DECATUR, GO EAST ON STATE HIGHWAY 102 FOR 1.08
 GG0938'KM (0.67 MI) TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH ON
 GG0938'THE DRIVEWAY FOR ABOUT 200 FEET TO THE SECURITY GATE FOR THE PETERSON
 GG0938'FARMS.  PASS THROUGH THE GATE AND CONTINUE NORTH ON A PAVED ROAD FOR
 GG0938'0.16 KM (0.10 MI) TO A T-JUNCTION.  TURN LEFT AND GO WEST ON A PAVED
 GG0938'ROAD FOR 0.08 KM (0.05 MI) TO A T- JUNCTION. TURN RIGHT AND GO
 GG0938'NORTHEAST ON A PAVED ROAD FOR 0.40 KM (0.25 MI) TO A PAVED ROAD ON
 GG0938'THE RIGHT. TURN RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 0.44 KM
 GG0938'(0.27 MI) TO A PAVED DRIVEWAY ON THE LEFT. BEAR LEFT AND GO SOUTHEAST
 GG0938'ON THE AIRPORT ENTRANCE ROAD FOR 0.09 KM (0.06 MI) TO THE AIRPORT
 GG0938'OFFICE AND A GATE ON THE LEFT. TURN LEFT AND GO EAST PASSING THROUGH
 GG0938'THE GATE AND ACROSS AN APRON FOR ABOUT 100 FEET TO THE RUNWAY AND THE
 GG0938'STATION ON THE LEFT.
 GG0938'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GG0938'ROD, ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET
 GG0938'5.85 M (19.19 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE RUNWAY,
 GG0938'3.9 M (12.8 FT) WEST-SOUTHWEST FROM THE EAST 1 OF 4 STONE FENCE
 GG0938'COLUMNS AND 1.6 M (5.2 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 GG0938'APRON.
 GG0938'BE SURE AND CONTACT MR. MOORE AHEAD. SO THAT HE CAN NOTIIFY SECURITY
 GG0938'TO LET YOU IN AT NIGHT. THIS IS A PRIVATE OWNED AIPORT.
 GG0938'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0939 ***********************************************************************
 GG0939  DESIGNATION -  DECAPORT AZ MK
 GG0939  PID         -  GG0939
 GG0939  STATE/COUNTY-  AR/BENTON
 GG0939  USGS QUAD   -  GENTRY (1982)
 GG0939
 GG0939                         *CURRENT SURVEY CONTROL
 GG0939  ___________________________________________________________________
 GG0939* NAD 83(1997)-  36 20 48.92186(N)    094 26 57.94056(W)     ADJUSTED  
 GG0939* NAVD 88     -       352.2    (meters)    1156.     (feet)  VERTCON   
 GG0939  ___________________________________________________________________
 GG0939  X           -    -399,031.286 (meters)                     COMP
 GG0939  Y           -  -5,128,036.986 (meters)                     COMP
 GG0939  Z           -   3,759,458.363 (meters)                     COMP
 GG0939  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 GG0939  ELLIP HEIGHT-         323.98  (meters)          (09/24/01) GPS OBS
 GG0939  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GG0939
 GG0939  HORZ ORDER  -  FIRST
 GG0939  ELLP ORDER  -  FOURTH    CLASS II
 GG0939
 GG0939.This mark is at Crystal Lake Airport (5M5)
 GG0939
 GG0939.The horizontal coordinates were established by GPS observations
 GG0939.and adjusted by the National Geodetic Survey in September 1999..
 GG0939
 GG0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0939
 GG0939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0939
 GG0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0939
 GG0939.The ellipsoidal height was determined by GPS observations
 GG0939.and is referenced to NAD 83.
 GG0939
 GG0939.The geoid height was determined by GEOID03.
 GG0939
 GG0939;                    North         East     Units Scale Factor Converg.
 GG0939;SPC AR N     -   226,135.354   180,139.193   MT  1.00002443   -1 25 31.2
 GG0939;SPC AR N     -   741,912.41    591,006.67   sFT  1.00002443   -1 25 31.2
 GG0939;UTM  15      - 4,023,403.513   369,936.895   MT  0.99980843   -0 51 33.0
 GG0939
 GG0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0939!SPC AR N     -   0.99994916  x   1.00002443  =   0.99997358
 GG0939!UTM  15      -   0.99994916  x   0.99980843  =   0.99975760
 GG0939
 GG0939:                Primary Azimuth Mark                     Grid Az
 GG0939:SPC AR N     -  DECAPORT                                 135 22 36.1
 GG0939:UTM  15      -  DECAPORT                                 134 48 37.9
 GG0939
 GG0939|---------------------------------------------------------------------|
 GG0939| PID    Reference Object                     Distance      Geod. Az  |
 GG0939|                                                           dddmmss.s |
 GG0939| GG0938 DECAPORT                            APPROX. 0.9 KM 1335704.9 |
 GG0939|---------------------------------------------------------------------|
 GG0939
 GG0939                          SUPERSEDED SURVEY CONTROL
 GG0939
 GG0939  ELLIP H (09/14/99)  323.90   (m)                       GP(       ) 4 1
 GG0939  NAD 83(1997)-  36 20 48.92920(N)    094 26 57.94310(W) AD(       ) 1
 GG0939  NAD 83(1997)-  36 20 48.93311(N)    094 26 57.94474(W) AD(       ) 1
 GG0939  NAD 83(1986)-  36 20 48.93678(N)    094 26 57.94518(W) AD(       ) 1
 GG0939  NGVD 29 (11/13/90)  352.0    (m)         1155.     (f) GPS OBS        
 GG0939
 GG0939.Superseded values are not recommended for survey control.
 GG0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0939.See file dsdata.txt to determine how the superseded data were derived.
 GG0939
 GG0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6993723404(NAD 83)
 GG0939_MARKER: I = METAL ROD
 GG0939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0939_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GG0939_STAMPING: DECAPORT AZ MK 1990
 GG0939_MARK LOGO: NGS   
 GG0939_PROJECTION: FLUSH
 GG0939_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0939+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GG0939_ROD/PIPE-DEPTH: 6.67 meters
 GG0939_SLEEVE-DEPTH  : 0.93 meters
 GG0939
 GG0939  HISTORY     - Date     Condition        Report By
 GG0939  HISTORY     - 1990     MONUMENTED       NGS
 GG0939
 GG0939                          STATION DESCRIPTION
 GG0939
 GG0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GG0939'STATION IS LOCATED ABOUT 9.1 KM (5.7 MI) SOUTH OF GRAVETTE, 9.1 KM
 GG0939'(5.7 MI) NORTHEAST OF GENTRY, AND 1.6 KM (1.0 MI) EAST OF DECATUR. AT
 GG0939'THE DECATUR CRYSTAL LAKE AIRPORT.  OWNERSHIP--LLOYD E. PETERSON
 GG0939'(PETERSON FARMS) DECATUR AR 72722.  AIRPORT MANAGER IS BOB MOORE,
 GG0939'PETERSON FARMS, DECATUR AR 72722.  PHONE IS 501-752-3471 OR HOME
 GG0939'501-752-3777.
 GG0939'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION OF STATE
 GG0939'HIGHWAYS 59 AND 102 IN DECATUR, GO EAST ON STATE HIGHWAY 102 FOR 1.08
 GG0939'KM (0.67 MI) TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH ON
 GG0939'THE DRIVEWAY FOR ABOUT 200 FEET TO THE SECURITY GATE FOR THE PETERSON
 GG0939'FARMS.  PASS THROUGH THE GATE AND CONTINUE NORTH ON A PAVED ROAD FOR
 GG0939'0.16 KM (0.10 MI) TO A T-JUNCTION.  TURN LEFT AND GO WEST ON A PAVED
 GG0939'ROAD FOR 0.08 KM (0.05 MI) TO A T-JUNCTION.  TURN RIGHT AND GO
 GG0939'NORTHEAST ON A PAVED ROAD FOR 0.40 KM (0.25 MI) TO A PAVED ROAD ON
 GG0939'THE RIGHT.  TURN RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 0.44 KM
 GG0939'(0.27 MI) TO A PAVED DRIVEWAY ON THE LEFT.  BEAR LEFT AND GO
 GG0939'SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.09 KM (0.06 MI) TO THE
 GG0939'AIRPORT OFFICE AND A GATE ON THE LEFT.  TURN LEFT AND GO EAST PASSING
 GG0939'THROUGH THE GATE AND ACROSS AN APRON FOR ABOUT 100 FEET TO THE
 GG0939'RUNWAY.  TURN LEFT AND GO NORTH ON THE RUNWAY FOR 0.82 KM (0.51 MI)
 GG0939'TO THE STATION ON THE LEFT, BETWEEN THE THIRD AND FOURTH BLUE TAXIWAY
 GG0939'FROM THE NORTH END OF THE RUNWAY.
 GG0939'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GG0939'ROD, ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET
 GG0939'29.7 M (97.4 FT)  SOUTHWEST FROM RUNWAY CENTERLINE, 8.0 M (26.2 FT)
 GG0939'SOUTH-SOUTHEAST FROM THE THIRD BLUE TAXIWAY LIGHT AND 7.5 M
 GG0939'(24.6 FT) WEST-NORTHWEST FROM THE FOURTH BLUE TAXIWAY LIGHT.
 GG0939'BE SURE AND CONTACT MR. MOORE AHEAD.  SO THAT HE CAN NOTIIFY SECURITY
 GG0939'TO LET YOU IN AT NIGHT.  THIS IS A PRIVATE OWNED AIRPORT.
 GG0939'DECSRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0662 ***********************************************************************
 GG0662  DESIGNATION -  DECATUR
 GG0662  PID         -  GG0662
 GG0662  STATE/COUNTY-  AR/BENTON
 GG0662  USGS QUAD   -  GENTRY (1982)
 GG0662
 GG0662                         *CURRENT SURVEY CONTROL
 GG0662  ___________________________________________________________________
 GG0662* NAD 83(1997)-  36 18 19.79324(N)    094 27 20.09605(W)     ADJUSTED  
 GG0662* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 GG0662  ___________________________________________________________________
 GG0662  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 GG0662  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GG0662
 GG0662  HORZ ORDER  -  FIRST
 GG0662
 GG0662.The horizontal coordinates were established by classical geodetic methods
 GG0662.and adjusted by the National Geodetic Survey in September 1999..
 GG0662
 GG0662.The orthometric height was scaled from a topographic map.
 GG0662
 GG0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0662
 GG0662.The geoid height was determined by GEOID03.
 GG0662
 GG0662;                    North         East     Units Scale Factor Converg.
 GG0662;SPC AR N     -   221,553.767   179,472.269   MT  1.00001506   -1 25 44.0
 GG0662;SPC AR N     -   726,880.98    588,818.60   sFT  1.00001506   -1 25 44.0
 GG0662;SPC OK N     -   150,659.369   918,253.493   MT  0.99994830   +2 05 30.2
 GG0662;SPC OK N     -   494,288.28  3,012,636.67   sFT  0.99994830   +2 05 30.2
 GG0662;UTM  15      - 4,018,816.520   369,315.437   MT  0.99981042   -0 51 43.1
 GG0662
 GG0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0662!SPC AR N     -   0.99993488  x   1.00001506  =   0.99994994
 GG0662!SPC OK N     -   0.99993488  x   0.99994830  =   0.99988319
 GG0662!UTM  15      -   0.99993488  x   0.99981042  =   0.99974532
 GG0662
 GG0662:                Primary Azimuth Mark                     Grid Az
 GG0662:SPC AR N     -  GRAVETTE MUNICIPAL TANK                  003 46 04.0
 GG0662:SPC OK N     -  GRAVETTE MUNICIPAL TANK                  000 14 49.8
 GG0662:UTM  15      -  GRAVETTE MUNICIPAL TANK                  003 12 03.1
 GG0662
 GG0662|---------------------------------------------------------------------|
 GG0662| PID    Reference Object                     Distance      Geod. Az  |
 GG0662|                                                           dddmmss.s |
 GG0662| GG0665 GRAVETTE MUNICIPAL TANK             APPROX.13.1 KM 0022020.0 |
 GG0662| CI0721 DECATUR WM 2                         15.670 METERS 01206     |
 GG0662| CI0718 DECATUR AZ MK                                      0702059.7 |
 GG0662| GG0603 BENTONVILLE MUN STANDPIPE           APPROX.24.8 KM 0721038.8 |
 GG0662| GG0649 SPRINGDALE MUNICIPAL TANK           APPROX.32.2 KM 1135850.1 |
 GG0662| CI0719 DECATUR RM 1                         21.505 METERS 15324     |
 GG0662| GG0670 SILOAM SPRING MUNICIPAL TANK        APPROX.14.9 KM 2091255.5 |
 GG0662| GG0674 SILOAM SPRINGS BROWN UNIV TANK      APPROX.15.9 KM 2160520.5 |
 GG0662| GG0672 SILOAM SPRINGS RAD KUOA MAST        APPROX.16.1 KM 2174223.3 |
 GG0662| AB2014 DECATUR RM 2                         25.819 METERS 26956     |
 GG0662| CI0720 DECATUR WM 1                          8.108 METERS 32831     |
 GG0662|---------------------------------------------------------------------|
 GG0662
 GG0662                          SUPERSEDED SURVEY CONTROL
 GG0662
 GG0662  NAD 83(1997)-  36 18 19.79989(N)    094 27 20.09784(W) AD(       ) 1
 GG0662  NAD 83(1997)-  36 18 19.80032(N)    094 27 20.10009(W) AD(       ) 1
 GG0662  NAD 83(1986)-  36 18 19.80053(N)    094 27 20.09968(W) AD(       ) 1
 GG0662  NAD 27      -  36 18 19.51700(N)    094 27 19.32700(W) AD(       ) 1
 GG0662
 GG0662.Superseded values are not recommended for survey control.
 GG0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0662.See file dsdata.txt to determine how the superseded data were derived.
 GG0662
 GG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6931518817(NAD 83)
 GG0662_MARKER: DS = TRIANGULATION STATION DISK
 GG0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0662
 GG0662  HISTORY     - Date     Condition        Report By
 GG0662  HISTORY     - 1935     MONUMENTED       CGS
 GG0662  HISTORY     - 1939     GOOD             CGS
 GG0662  HISTORY     - 1960     GOOD             CGS
 GG0662  HISTORY     - 1961     GOOD             CGS
 GG0662  HISTORY     - 1989     GOOD             USPSQD
 GG0662
 GG0662                          STATION DESCRIPTION
 GG0662
 GG0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0662'ABOUT 14-1/2 MILES WEST-SOUTHWEST OF BENTONVILLE, 2 MILES SOUTH
 GG0662'OF DECATUR, ARKANSAS, IN THE SOUTHWEST QUARTER OF SEC. 24, T. 19
 GG0662'N., R. 33 W., ON LAND OWNED BY ALOYSIUS MOORE, ABOUT 0.3 MILES
 GG0662'EAST OF THE KANSAS CITY SOUTHERN RAILWAY, ON THE TOP OF A HIGH
 GG0662'HILL DENSELY COVERED WITH A GROWTH OF SCRUB OAK.  TWO OAK TREES
 GG0662'WERE BLAZED WITH TRIANGULAR BLAZES THE FOLLOWING DISTANCES FROM
 GG0662'THE STATION- NORTHWEST 26.6 FEET, NORTH-NORTHEAST 51.4 FEET.
 GG0662'STATION MARK PROJECTS 5 INCHES.
 GG0662'
 GG0662'TO REACH FROM BENTONVILLE GO WEST ON STATE HIGHWAY 102 ABOUT
 GG0662'18 MILES TO THE VILLAGE OF DECATUR, HERE GO SOUTH ON STATE
 GG0662'HIGHWAY 107 FOR 2.2 MILES TO MR. MOORES HOUSE ON THE WEST SIDE
 GG0662'OF THE ROAD.  THIS ROAD IS 0.15 MILE SOUTH OF THE RAILROAD
 GG0662'CROSSING.  FROM THE HOUSE FOLLOW FARM ROAD NORTH 0.25 MILE TO THE
 GG0662'TOP OF THE HILL AND STATION, WHICH IS ABOUT 80 YARDS SOUTH
 GG0662'OF THIS POINT.
 GG0662'
 GG0662'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GG0662'BRONZE DISKS SET IN CONCRETE.
 GG0662'
 GG0662'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION ON THE
 GG0662'SOUTH SLOPE OF THE HILL AND PROJECTS 8 INCHES.  REFERENCE
 GG0662'MARK NO. 2 IS WEST OF THE STATION AND PROJECTS 7 INCHES.
 GG0662'DISTANCE BETWEEN REFERENCE MARKS 131.94 FEET.
 GG0662'
 GG0662'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, ON THE EAST EDGE
 GG0662'OF THE RIGHT-OF-WAY OF STATE HIGHWAY 107 AND ON THE WEST EDGE
 GG0662'OF THE RAILROAD RIGHT-OF-WAY, 24 FEET EAST OF THE CENTER LINE
 GG0662'OF THE HIGHWAY AND 51 FEET (SLOPE DISTANCE) WEST OF THE WEST
 GG0662'RAIL OF THE KANSAS CITY SOUTHERN RAILWAY.  MARK PROJECTS 6
 GG0662'INCHES.
 GG0662'
 GG0662'LIGHTS 100 FEET ABOVE STATIONS WILLS AND HIWASSEE ARE VISIBLE
 GG0662'FROM THE GROUND.  LIGHTS 87 FEET ABOVE STATIONS CHEROKEE
 GG0662'AND SILOAM COME INTO VIEW ABOUT 70 FEET ABOVE THE GROUND.
 GG0662'A LIGHT 87 FEET ABOVE STATION RICE COMES INTO VIEW 40 FEET ABOVE
 GG0662'THE GROUND.  LIGHTS 74 FEET ABOVE NORTH TWIN AND SPRINGDALE COME
 GG0662'INTO VIEW 50 FEET ABOVE THE GROUND.
 GG0662
 GG0662                          STATION RECOVERY (1939)
 GG0662
 GG0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLE)
 GG0662'ALL CONCRETE MARKS WERE FOUND IN GOOD CONDITION.  THE WITNESS
 GG0662'MARKS COULD NOT BE FOUND.  ABOUT 2 MILES, AIRLINE, SOUTH OF
 GG0662'DECATUR, 2 MILES NORTHEAST OF GENTRY, 6 MILES EAST-NORTHEAST
 GG0662'OF CHEROKEE CITY, IN THE SOUTHWEST QUARTER OF SEC. 24, T. 19 N.,
 GG0662'R. 33 W., ON PROPERTY OWNED BY ALOYSIUS MOORE, ABOUT 0.3 MILE
 GG0662'NORTH OF THE KANSAS CITY SOUTHERN RAILWAY, ON THE TOP OF A
 GG0662'HIGH HILL THAT IS COVERED WITH SCRUB OAKS.  STATION MARKS
 GG0662'ARE DESCRIBED AND SURFACE MARK PROJECTS
 GG0662'ABOUT 5 INCHES.
 GG0662'
 GG0662'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 12 AND 59,
 GG0662'WHICH IS ON THE EAST SIDE OF GENTRY, GO NORTH ON 59 FOR 3.0
 GG0662'MILES TO A ROAD TURNING WEST ACROSS RAILROAD TRACKS, TURN
 GG0662'WEST ACROSS RAILROAD TRACKS TO A FARMHOUSE BEYOND, THENCE THROUGH
 GG0662'YARD AND FOLLOW TRAIL TO THE TOP OF THE HILL AND STATION 0.3
 GG0662'MILE WEST OF THE HOUSE.
 GG0662'
 GG0662'REFERENCE MARK NO. 1, IS SOUTH-SOUTHEAST OF THE STATION
 GG0662'ON THE SOUTH SLOPE OF THE HILL AND PROJECTS ABOUT 6 INCHES.
 GG0662'REFERENCE MARK NO. 2, IS WEST OF THE STATION AND
 GG0662'PROJECTS ABOUT 6 INCHES.  DISTANCE BETWEEN REFERENCE MARKS
 GG0662'131.94 FEET.
 GG0662'
 GG0662'AZIMUTH MARK, IS ABOUT 0.25 MILE EAST-NORTHEAST OF
 GG0662'THE STATION, 24 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 GG0662'107 AND 51 FEET (SLOPE DISTANCE) WEST OF THE WEST RAIL OF THE
 GG0662'KANSAS CITY SOUTHERN RAILWAY, AND PROJECTS ABOUT 6 INCHES.
 GG0662'
 GG0662'DISTANCES AND DIRECTIONS TO AZIMUTH AND REFERENCE MARKS CHECKED.
 GG0662
 GG0662                          STATION RECOVERY (1960)
 GG0662
 GG0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 GG0662'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN
 GG0662'GOOD CONDITION.  A NEW TO REACH IS AS FOLLOWS.
 GG0662'
 GG0662'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 GG0662'12 AND 59, EAST OF GENTRY, GO NORTH ON STATE HIGHWAY 59 FOR 3.0
 GG0662'MILES TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 GG0662'ACROSS RAILROAD TRACKS TO A GRAVEL ROAD ON THE RIGHT.  TURN
 GG0662'RIGHT AND GO NORTH ALONG WEST SIDE OF RAILROAD TRACKS FOR 0.25
 GG0662'MILE TO MR. REDELLS HOUSE ON THE LEFT.  TURN LEFT INTO YARD AND
 GG0662'FOLLOW FARM ROAD WEST TO THE TOP OF THE HILL AND STATION SITE.
 GG0662
 GG0662                          STATION RECOVERY (1961)
 GG0662
 GG0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0662'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GG0662'CONDITION.
 GG0662'
 GG0662'TO REACH THE STATION FROM DECATUR, FROM THE MAIN INTERSECTION,
 GG0662'GO SOUTH ON STATE HIGHWAY 59 FOR 2.45 MILES TO CROSSROADS,
 GG0662'TURN RIGHT ACROSS RAILROAD THEN TURN RIGHT AND GO NORTH ALONG
 GG0662'WEST SIDE OF RAILROAD FOR 0.2 MILE TO HOUSE ON LEFT AND
 GG0662'AZIMUTH MARK ON RIGHT TO NORTHEAST OF HOUSE, TURN LEFT
 GG0662'THROUGH YARD AND GO WEST FOR ABOUT 0.3 MILE TO TOP OF HILL AND
 GG0662'STATION ABOUT 75 YARDS TO THE SOUTH.
 GG0662
 GG0662                          STATION RECOVERY (1989)
 GG0662
 GG0662'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0116 ***********************************************************************
 FF0116  DESIGNATION -  DECK
 FF0116  PID         -  FF0116
 FF0116  STATE/COUNTY-  AR/POINSETT
 FF0116  USGS QUAD   -  TYRONZA (1974)
 FF0116
 FF0116                         *CURRENT SURVEY CONTROL
 FF0116  ___________________________________________________________________
 FF0116* NAD 83(1997)-  35 27 15.02341(N)    090 18 53.87796(W)     ADJUSTED  
 FF0116* NAVD 88     -        67.022  (meters)     219.89   (feet)  ADJUSTED  
 FF0116  ___________________________________________________________________
 FF0116  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FF0116  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF0116  DYNAMIC HT  -          66.963 (meters)     219.69  (feet)  COMP
 FF0116  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FF0116
 FF0116  HORZ ORDER  -  SECOND
 FF0116  VERT ORDER  -  FIRST     CLASS II
 FF0116
 FF0116.The horizontal coordinates were established by classical geodetic methods
 FF0116.and adjusted by the National Geodetic Survey in September 1999..
 FF0116
 FF0116.The orthometric height was determined by differential leveling
 FF0116.and adjusted by the National Geodetic Survey in June 1991..
 FF0116
 FF0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0116
 FF0116.The geoid height was determined by GEOID03.
 FF0116
 FF0116.The dynamic height is computed by dividing the NAVD 88
 FF0116.geopotential number by the normal gravity value computed on the
 FF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0116.degrees latitude (g = 980.6199 gals.).
 FF0116
 FF0116.The modeled gravity was interpolated from observed gravity values.
 FF0116
 FF0116;                    North         East     Units Scale Factor Converg.
 FF0116;SPC AR N     -   125,656.193   552,952.011   MT  0.99993850   +0 58 49.9
 FF0116;SPC AR N     -   412,257.03  1,814,143.39   sFT  0.99993850   +0 58 49.9
 FF0116;UTM  15      - 3,926,724.430   743,681.696   MT  1.00033183   +1 33 29.6
 FF0116
 FF0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0116!SPC AR N     -   0.99999382  x   0.99993850  =   0.99993232
 FF0116!UTM  15      -   0.99999382  x   1.00033183  =   1.00032565
 FF0116
 FF0116|---------------------------------------------------------------------|
 FF0116| PID    Reference Object                     Distance      Geod. Az  |
 FF0116|                                                           dddmmss.s |
 FF0116| FF0118 DECK RM 1                            26.170 METERS 13639     |
 FF0116| FF0120 DECK AZ MK                                         1464424.1 |
 FF0116| FF2056 TURRELL MUNICIPAL TANK              APPROX.10.5 KM 1482006.5 |
 FF0116| FF0117 DECK RM 2                            26.993 METERS 24435     |
 FF0116| FF2052 TRYONZA MUNICIPAL TANK              APPROX. 5.6 KM 3154253.4 |
 FF0116|---------------------------------------------------------------------|
 FF0116
 FF0116                          SUPERSEDED SURVEY CONTROL
 FF0116
 FF0116  NAD 83(1997)-  35 27 15.02496(N)    090 18 53.87722(W) AD(       ) 2
 FF0116  NAD 83(1986)-  35 27 15.03510(N)    090 18 53.87796(W) AD(       ) 2
 FF0116  NAD 27      -  35 27 14.73540(N)    090 18 53.52330(W) AD(       ) 2
 FF0116  NGVD 29 (??/??/??)   66.962  (m)          219.69   (f) ADJUSTED    1 2
 FF0116
 FF0116.Superseded values are not recommended for survey control.
 FF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0116.See file dsdata.txt to determine how the superseded data were derived.
 FF0116
 FF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4368226724(NAD 83)
 FF0116_MARKER: DS = TRIANGULATION STATION DISK
 FF0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0116_STAMPING: DECK 1954
 FF0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0116+STABILITY: SURFACE MOTION
 FF0116
 FF0116  HISTORY     - Date     Condition        Report By
 FF0116  HISTORY     - 1954     MONUMENTED       CGS
 FF0116  HISTORY     - 1956     GOOD             CGS
 FF0116  HISTORY     - 1974     GOOD             USGS
 FF0116  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0116
 FF0116                          STATION DESCRIPTION
 FF0116
 FF0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF0116'THE STATION IS LOCATED IN THE SMALL SETTLEMENT OF DECKERVILLE,
 FF0116'ABOUT 8 MILES SOUTHEAST OF MARKED TREE, IN THE NORTHWEST CORNER
 FF0116'OF A CHURCH YARD, 67 FEET SOUTHWEST OF THE CENTER OF U.S.
 FF0116'HIGHWAY 63, 43 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FF0116'CHURCH AND 28 FEET NORTHWEST OF THE CENTER OF THE CHURCH
 FF0116'DRIVEWAY.
 FF0116'
 FF0116'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND 61
 FF0116'IN TURRELL, GO NORTHWEST ON U.S. HIGHWAY 63 FOR 4.4 MILES TO THE
 FF0116'AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE (NORTHWEST)
 FF0116'ON THE HIGHWAY FOR 0.8 MILE TO THE CHURCH ON THE LEFT AND
 FF0116'THE STATION.
 FF0116'
 FF0116'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 FF0116'AND THE DISK IS STAMPED DECK 1954.
 FF0116'
 FF0116'REFERENCE MARK 1 IS 54 FEET SOUTHWEST OF THE CENTER OF THE
 FF0116'HIGHWAY AND 41 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY.
 FF0116'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 FF0116'DISK IS STAMPED DECK NO 1 1954.
 FF0116'
 FF0116'REFERENCE MARK 2 IS 6 FEET WEST OF THE SOUTHWEST CORNER OF THE
 FF0116'CHURCH.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 FF0116'DISK IS STAMPED DECK NO 2 1954.
 FF0116'
 FF0116'THE AZIMUTH MARK IS 65 FEET SOUTHWEST OF THE CENTER OF THE
 FF0116'HIGHWAY, 9 FEET NORTHWEST OF A 4-INCH RIGHT-OF-WAY CONCRETE
 FF0116'POST AND 3.5 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS
 FF0116'POST AND A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND
 FF0116'THE DISK IS STAMPED DECK 1954.
 FF0116'
 FF0116'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF0116
 FF0116                          STATION RECOVERY (1956)
 FF0116
 FF0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0116'3.8 MI SE FROM TYRONZA.
 FF0116'3.75 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0116'FROM THE STATION AT TYRONZA, JUST NORTHWEST OF NORTHWEST END OF
 FF0116'SIDING AT DECK, ACROSS TRACK AND U.S. HIGHWAY 63 FROM MILEAGE
 FF0116'TELEPHONE POLE NO. 455/21, 71 FEET SOUTHWEST OF CENTER LINE
 FF0116'OF HIGHWAY, 45 1/2 FEET NORTHEAST OF NORTHEAST CORNER OF A FRAME
 FF0116'CHURCH BUILDING, 111 FEET SOUTHEAST OF SOUTHEAST PORCH CORNER
 FF0116'OF A HOUSE WITH ASBESTOS SIDING, 86 FEET NORTHWEST OF RM NO. 1,
 FF0116'88.6 FEET NORTHEAST OF RM NO. 2, 33 FEET WEST-SOUTHWEST OF
 FF0116'NORTHWEST END OF AN 18-INCH CORRUGATED PIPE CULVERT UNDER A
 FF0116'DRIVE TO CHURCH AND A GROUP OF FARM HOUSES, ABOUT 2 FEET BELOW
 FF0116'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0116'1 INCH.
 FF0116
 FF0116                          STATION RECOVERY (1974)
 FF0116
 FF0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LLA)
 FF0116'STATION MK. AND R.M. 1 FOUND AS DESCRIBED.  R.M. 2 IS DISTURBED -
 FF0116'AZ. MK. HAS BEEN HIT AND CONCRETE IS CHIPPED - ALL MKS. IN
 FF0116'DANGER OF BEING DESTROYED BY CONSTRUCTION OF NEW HIGHWAY.
 FF0116
 FF0116                          STATION RECOVERY (1992)
 FF0116
 FF0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0116'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 FF0116'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0120 ***********************************************************************
 FF0120  DESIGNATION -  DECK AZ MK
 FF0120  PID         -  FF0120
 FF0120  STATE/COUNTY-  AR/POINSETT
 FF0120  USGS QUAD   -  TYRONZA (1974)
 FF0120
 FF0120                         *CURRENT SURVEY CONTROL
 FF0120  ___________________________________________________________________
 FF0120* NAD 83(1986)-  35 26 39.     (N)    090 18 26.     (W)     SCALED    
 FF0120* NAVD 88     -        67.684  (meters)     222.06   (feet)  ADJUSTED  
 FF0120  ___________________________________________________________________
 FF0120  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF0120  DYNAMIC HT  -          67.624 (meters)     221.86  (feet)  COMP
 FF0120  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 FF0120
 FF0120  VERT ORDER  -  FIRST     CLASS II
 FF0120
 FF0120.The horizontal coordinates were scaled from a topographic map and have
 FF0120.an estimated accuracy of +/- 6 seconds.
 FF0120
 FF0120.The orthometric height was determined by differential leveling
 FF0120.and adjusted by the National Geodetic Survey in June 1991..
 FF0120
 FF0120.The geoid height was determined by GEOID03.
 FF0120
 FF0120.The dynamic height is computed by dividing the NAVD 88
 FF0120.geopotential number by the normal gravity value computed on the
 FF0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0120.degrees latitude (g = 980.6199 gals.).
 FF0120
 FF0120.The modeled gravity was interpolated from observed gravity values.
 FF0120
 FF0120;                    North         East    Units  Estimated Accuracy
 FF0120;SPC AR N     -   124,560.      553,670.      MT  (+/- 180 meters Scaled)
 FF0120
 FF0120                          SUPERSEDED SURVEY CONTROL
 FF0120
 FF0120  NGVD 29 (??/??/??)   67.624  (m)          221.86   (f) ADJUSTED    1 2
 FF0120
 FF0120.Superseded values are not recommended for survey control.
 FF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0120.See file dsdata.txt to determine how the superseded data were derived.
 FF0120
 FF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV444256(NAD 83)
 FF0120_MARKER: DZ = AZIMUTH MARK DISK
 FF0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0120_STAMPING: DECK 1954
 FF0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0120+STABILITY: SURFACE MOTION
 FF0120
 FF0120  HISTORY     - Date     Condition        Report By
 FF0120  HISTORY     - 1954     MONUMENTED       CGS
 FF0120  HISTORY     - 1956     GOOD             CGS
 FF0120  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0120
 FF0120                          STATION DESCRIPTION
 FF0120
 FF0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0120'4.6 MI SE FROM TYRONZA.
 FF0120'4.55 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0120'FROM THE STATION AT TYRONZA, ACROSS TRACK AND U.S. HIGHWAY 63
 FF0120'FROM A POINT BETWEEN MILEAGE TELEPHONE POLES NO. 456/13 AND
 FF0120'456/14, AT CROSSING OF THE TRACK AND A GRAVEL ROAD LEADING EAST,
 FF0120'68 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY 63, 72 1/2 FEET
 FF0120'WEST-SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND GRAVEL ROAD
 FF0120'EAST, 3 FEET NORTH OF A POWER POLE ON A BRANCH LINE NORTHEAST,
 FF0120'10 1/2 FEET NORTHWEST OF A HIGHWAY R/W MARKER, 3 1/2 FEET
 FF0120'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 FF0120'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0120'3 INCHES.
 FF0120
 FF0120                          STATION RECOVERY (1992)
 FF0120
 FF0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0120'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 FF0120'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0118 ***********************************************************************
 FF0118  DESIGNATION -  DECK RM 1
 FF0118  PID         -  FF0118
 FF0118  STATE/COUNTY-  AR/POINSETT
 FF0118  USGS QUAD   -  TYRONZA (1974)
 FF0118
 FF0118                         *CURRENT SURVEY CONTROL
 FF0118  ___________________________________________________________________
 FF0118* NAD 83(1986)-  35 27 16.     (N)    090 18 52.     (W)     SCALED    
 FF0118* NAVD 88     -        67.031  (meters)     219.92   (feet)  ADJUSTED  
 FF0118  ___________________________________________________________________
 FF0118  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF0118  DYNAMIC HT  -          66.972 (meters)     219.72  (feet)  COMP
 FF0118  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FF0118
 FF0118  VERT ORDER  -  FIRST     CLASS II
 FF0118
 FF0118.The horizontal coordinates were scaled from a topographic map and have
 FF0118.an estimated accuracy of +/- 6 seconds.
 FF0118
 FF0118.The orthometric height was determined by differential leveling
 FF0118.and adjusted by the National Geodetic Survey in June 1991..
 FF0118
 FF0118.The geoid height was determined by GEOID03.
 FF0118
 FF0118.The dynamic height is computed by dividing the NAVD 88
 FF0118.geopotential number by the normal gravity value computed on the
 FF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0118.degrees latitude (g = 980.6199 gals.).
 FF0118
 FF0118.The modeled gravity was interpolated from observed gravity values.
 FF0118
 FF0118;                    North         East    Units  Estimated Accuracy
 FF0118;SPC AR N     -   125,690.      553,000.      MT  (+/- 180 meters Scaled)
 FF0118
 FF0118                          SUPERSEDED SURVEY CONTROL
 FF0118
 FF0118  NGVD 29 (??/??/??)   66.972  (m)          219.72   (f) ADJUSTED    1 2
 FF0118
 FF0118.Superseded values are not recommended for survey control.
 FF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0118.See file dsdata.txt to determine how the superseded data were derived.
 FF0118
 FF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV437267(NAD 83)
 FF0118_MARKER: DR = REFERENCE MARK DISK
 FF0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0118_STAMPING: DECK NO 1 1954
 FF0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0118+STABILITY: SURFACE MOTION
 FF0118
 FF0118  HISTORY     - Date     Condition        Report By
 FF0118  HISTORY     - 1954     MONUMENTED       CGS
 FF0118  HISTORY     - 1956     GOOD             CGS
 FF0118  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0118
 FF0118                          STATION DESCRIPTION
 FF0118
 FF0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0118'3.8 MI SE FROM TYRONZA.
 FF0118'3.75 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0118'FROM THE STATION AT TYRONZA, ACROSS THE TRACK AND U.S. HIGHWAY 63
 FF0118'FROM POINT BETWEEN MILEAGE TELEPHONE POLES NO. 455/21 AND 455/22,
 FF0118'55 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY 63, 85 1/2 FEET
 FF0118'EAST OF SOUTHEAST CORNER OF A FRAME CHURCH BUILDING, 86 FEET
 FF0118'SOUTHEAST OF THE STATION MARK, 48 FEET SOUTH-SOUTHEAST OF
 FF0118'SOUTHEAST END OF AN 18-INCH CORRUGATED PIPE CULVERT UNDER DRIVE
 FF0118'TO CHURCH AND A GROUP OF FARM HOUSES, 103 FEET SOUTH-SOUTHWEST
 FF0118'AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 2995, 1 FOOT NORTHWEST
 FF0118'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 FF0118'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FF0118'GROUND.
 FF0118
 FF0118                          STATION RECOVERY (1992)
 FF0118
 FF0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0118'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 FF0118'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0117 ***********************************************************************
 FF0117  DESIGNATION -  DECK RM 2
 FF0117  PID         -  FF0117
 FF0117  STATE/COUNTY-  AR/POINSETT
 FF0117  USGS QUAD   -  TYRONZA (1974)
 FF0117
 FF0117                         *CURRENT SURVEY CONTROL
 FF0117  ___________________________________________________________________
 FF0117* NAD 83(1986)-  35 27 14.     (N)    090 18 52.     (W)     SCALED    
 FF0117* NAVD 88     -        66.996  (meters)     219.80   (feet)  ADJUSTED  
 FF0117  ___________________________________________________________________
 FF0117  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF0117  DYNAMIC HT  -          66.937 (meters)     219.61  (feet)  COMP
 FF0117  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FF0117
 FF0117  VERT ORDER  -  FIRST     CLASS II
 FF0117
 FF0117.The horizontal coordinates were scaled from a topographic map and have
 FF0117.an estimated accuracy of +/- 6 seconds.
 FF0117
 FF0117.The orthometric height was determined by differential leveling
 FF0117.and adjusted by the National Geodetic Survey in June 1991..
 FF0117
 FF0117.The geoid height was determined by GEOID03.
 FF0117
 FF0117.The dynamic height is computed by dividing the NAVD 88
 FF0117.geopotential number by the normal gravity value computed on the
 FF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0117.degrees latitude (g = 980.6199 gals.).
 FF0117
 FF0117.The modeled gravity was interpolated from observed gravity values.
 FF0117
 FF0117;                    North         East    Units  Estimated Accuracy
 FF0117;SPC AR N     -   125,630.      553,000.      MT  (+/- 180 meters Scaled)
 FF0117
 FF0117                          SUPERSEDED SURVEY CONTROL
 FF0117
 FF0117  NGVD 29 (??/??/??)   66.936  (m)          219.61   (f) ADJUSTED    1 2
 FF0117
 FF0117.Superseded values are not recommended for survey control.
 FF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0117.See file dsdata.txt to determine how the superseded data were derived.
 FF0117
 FF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV437266(NAD 83)
 FF0117_MARKER: DR = REFERENCE MARK DISK
 FF0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0117_STAMPING: DECK NO 2 1954
 FF0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0117+STABILITY: SURFACE MOTION
 FF0117
 FF0117  HISTORY     - Date     Condition        Report By
 FF0117  HISTORY     - 1954     MONUMENTED       CGS
 FF0117  HISTORY     - 1956     GOOD             CGS
 FF0117  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0117
 FF0117                          STATION DESCRIPTION
 FF0117
 FF0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0117'3.8 MI SE FROM TYRONZA.
 FF0117'3.75 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0117'FROM THE STATION AT TYRONZA, ACROSS TRACK AND U.S. HIGHWAY 63
 FF0117'FROM MILEAGE POLE NO. 455/21, 159 FEET SOUTHWEST OF CENTER LINE
 FF0117'OF HIGHWAY, 6 1/2 FEET NORTHWEST OF NORTHWEST CORNER OF A FRAME
 FF0117'CHURCH BUILDING, 88.6 FEET SOUTHWEST OF STATION MARK, 46 FEET
 FF0117'SOUTH-SOUTHWEST OF A SMALL POWER POLE, 20 FEET SOUTHEAST OF A
 FF0117'TWIN 12-INCH OAK TREE, ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY
 FF0117'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FF0117
 FF0117                          STATION RECOVERY (1992)
 FF0117
 FF0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0117'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 FF0117'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1912 ***********************************************************************
 EJ1912  DESIGNATION -  DECKARD
 EJ1912  PID         -  EJ1912
 EJ1912  STATE/COUNTY-  AR/PERRY
 EJ1912  USGS QUAD   -  NIMROD SW (1968)
 EJ1912
 EJ1912                         *CURRENT SURVEY CONTROL
 EJ1912  ___________________________________________________________________
 EJ1912* NAD 83(1997)-  34 47 11.01808(N)    093 07 53.22315(W)     ADJUSTED  
 EJ1912* NAVD 88     -       552.4    (meters)    1812.     (feet)  VERTCON   
 EJ1912  ___________________________________________________________________
 EJ1912  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 EJ1912  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EJ1912
 EJ1912  HORZ ORDER  -  THIRD
 EJ1912
 EJ1912.The horizontal coordinates were established by classical geodetic methods
 EJ1912.and adjusted by the National Geodetic Survey in September 1999..
 EJ1912
 EJ1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1912
 EJ1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1912
 EJ1912.The geoid height was determined by GEOID03.
 EJ1912
 EJ1912;                    North         East     Units Scale Factor Converg.
 EJ1912;SPC AR N     -    50,859.029   296,443.176   MT  1.00003213   -0 39 30.2
 EJ1912;SPC AR N     -   166,860.00    972,580.65   sFT  1.00003213   -0 39 30.2
 EJ1912;SPC AR S     -   635,684.635   296,445.871   MT  1.00000446   -0 37 59.7
 EJ1912;SPC AR S     - 2,085,575.34    972,589.50   sFT  1.00000446   -0 37 59.7
 EJ1912;UTM  15      - 3,849,363.249   487,973.798   MT  0.99960178   -0 04 30.0
 EJ1912
 EJ1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1912!SPC AR N     -   0.99991771  x   1.00003213  =   0.99994984
 EJ1912!SPC AR S     -   0.99991771  x   1.00000446  =   0.99992217
 EJ1912!UTM  15      -   0.99991771  x   0.99960178  =   0.99951952
 EJ1912
 EJ1912|---------------------------------------------------------------------|
 EJ1912| PID    Reference Object                     Distance      Geod. Az  |
 EJ1912|                                                           dddmmss.s |
 EJ1912| CX5716 DECKARD RM 3                         17.208 METERS 03102     |
 EJ1912| CX5714 DECKARD RM 1                          6.849 METERS 15736     |
 EJ1912| EJ1926 OUACHITA                            APPROX.10.7 KM 2341423.8 |
 EJ1912| CX5715 DECKARD RM 2                          9.803 METERS 30634     |
 EJ1912|---------------------------------------------------------------------|
 EJ1912
 EJ1912                          SUPERSEDED SURVEY CONTROL
 EJ1912
 EJ1912  NAD 83(1986)-  34 47 11.03056(N)    093 07 53.21619(W) AD(       ) 3
 EJ1912  NAD 27      -  34 47 10.69870(N)    093 07 52.56580(W) AD(       ) 3
 EJ1912  NGVD 29 (07/19/86)  552.4    (m)         1812.     (f) VERT ANG       
 EJ1912
 EJ1912.Superseded values are not recommended for survey control.
 EJ1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1912.See file dsdata.txt to determine how the superseded data were derived.
 EJ1912
 EJ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8797449363(NAD 83)
 EJ1912_MARKER: DS = TRIANGULATION STATION DISK
 EJ1912_SETTING: 80 = SET IN A BOULDER
 EJ1912_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ1912
 EJ1912  HISTORY     - Date     Condition        Report By
 EJ1912  HISTORY     - 1956     MONUMENTED       CGS
 EJ1912  HISTORY     - 1977     POOR             USFS
 EJ1912
 EJ1912                          STATION DESCRIPTION
 EJ1912
 EJ1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1912'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST ON
 EJ1912'THE SUMMIT OF DECKARD MOUNTAIN WHICH IS THE HIGHEST PEAK
 EJ1912'IN THE VICINITY.  IT IS ABOUT 7 MILES NORTHWEST OF JESSIEVILLE,
 EJ1912'1-1/2 MILES NORTH OF THE PERRY-GARLAND COUNTY LINE AND 1-1/4
 EJ1912'MILES WEST OF STATE HIGHWAY 7.
 EJ1912'
 EJ1912'TO REACH THE STATION FROM THE JESSIEVILLE SCHOOL IN JESSIEVILLE,
 EJ1912'DRIVE NORTH ON STATE HIGHWAY 7 FOR 6.8 MILES TO A CROSSROAD
 EJ1912'AT THE SUMMIT OF A RIDGE.  TURN LEFT AND DRIVE WEST FOR
 EJ1912'1.2 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT
 EJ1912'AHEAD AND DRIVE WEST FOR 1 MILE TO A SIDE ROAD ON THE RIGHT
 EJ1912'AT SIGN, LOCUST MOUNTAIN MOTORWAY.  TURN RIGHT, AS PER SIGN,
 EJ1912'AND DRIVE NORTHWESTERLY AND EAST FOR 2.65 MILES TO THE END
 EJ1912'OF TRUCK TRAVEL AT A PINE TREE ON THE RIGHT WHICH IS ABOUT
 EJ1912'18 INCHES IN DIAMETER.  PACK SOUTH-SOUTHEAST TO SUMMIT OF
 EJ1912'RIDGE, THEN TURN LEFT AND CONTINUE EAST ALONG CREST OF RIDGE
 EJ1912'TO THE HIGHEST POINT AND STATION.  IT IS ABOUT A 20 MINUTE
 EJ1912'PACK.
 EJ1912'
 EJ1912'THE STATION MARK AND REFERENCE MARKS 1 AND 2 ARE STANDARD
 EJ1912'DISKS CEMENTED IN DRILL HOLES IN BOULDERS.
 EJ1912'
 EJ1912'THE STATION MARK, STAMPED DECKARD 1956, IS SET IN THE TOP
 EJ1912'OF A LARGE BOULDER WHICH IS ABOUT 18 INCHES SQUARE AND PROJECTS
 EJ1912'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 6 FEET
 EJ1912'SOUTHWEST OF A BLAZED OAK TREE WHICH IS ABOUT 10 INCHES IN
 EJ1912'DIAMETER.
 EJ1912'
 EJ1912'REFERENCE MARK 1, STAMPED DECKARD NO 1 1956, IS SET IN THE
 EJ1912'NORTH SLOPE OF A BOULDER WHICH IS ABOUT 18 INCHES IN LENGTH
 EJ1912'BY 6 INCHES IN WIDTH AND PROJECTS 4 INCHES ABOVE THE SURFACE
 EJ1912'OF THE GROUND.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN
 EJ1912'THE STATION MARK.
 EJ1912'
 EJ1912'REFERENCE MARK 2, STAMPED DECKARD NO 2 1956, IS SET IN THE
 EJ1912'TOP OF AN IRREGULAR SHAPED BOULDER WHICH PROJECTS ABOUT 4
 EJ1912'INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET
 EJ1912'LOWER IN ELEVATION THAN THE STATION MARK.
 EJ1912'
 EJ1912'A SUITABLE LOCATION FOR AN AZIMUTH MARK WAS NOT FOUND AT THIS TIME.
 EJ1912
 EJ1912                          STATION RECOVERY (1977)
 EJ1912
 EJ1912'RECOVERY NOTE BY US FOREST SERVICE 1977 (DW)
 EJ1912'DECKARD 1956 DECKARD NO. 1 1956 CAP HAS BEEN DEFACED AND POSSIBLY
 EJ1912'DISTORTED BY BLASTING 6 FEET FROM STATION.  REFERENCE MARK MOVED
 EJ1912'FROM POSITION BY BLASTING IN AREA.
 EJ1912'
 EJ1912'THESE CAPS HAVE BEEN DISTORTED BY BLASTING NEXT TO STATIONS.
 EJ1912'PLEASE CONTACT DEWEY WATSON, JESSIEVILLE RD, USFS IN CASE OF NEEDED
 EJ1912'ASSISTANCE.
 EJ1912'
 EJ1912'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTHWEST OF
 EJ1912'JESSIEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2914 ***********************************************************************
 EH2914  DESIGNATION -  DEEP ELM
 EH2914  PID         -  EH2914
 EH2914  STATE/COUNTY-  AR/MONROE
 EH2914  USGS QUAD   -  HOLLY GROVE (1971)
 EH2914
 EH2914                         *CURRENT SURVEY CONTROL
 EH2914  ___________________________________________________________________
 EH2914* NAD 83(1997)-  34 32 21.17828(N)    091 10 29.11512(W)     ADJUSTED  
 EH2914* NAVD 88     -        51.30   (+/-2cm)     168.3    (feet)  VERTCON   
 EH2914  ___________________________________________________________________
 EH2914  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 EH2914  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2914
 EH2914  HORZ ORDER  -  SECOND
 EH2914  VERT ORDER  -  THIRD ? (See Below)
 EH2914
 EH2914.The horizontal coordinates were established by classical geodetic methods
 EH2914.and adjusted by the National Geodetic Survey in September 1999..
 EH2914
 EH2914.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2914.The vertical order pertains to the NGVD 29 superseded value.
 EH2914
 EH2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2914
 EH2914.The geoid height was determined by GEOID03.
 EH2914
 EH2914;                    North         East     Units Scale Factor Converg.
 EH2914;SPC AR S     -   607,997.745   475,750.987   MT  0.99995718   +0 27 42.8
 EH2914;SPC AR S     - 1,994,739.27  1,560,859.70   sFT  0.99995718   +0 27 42.8
 EH2914;UTM  15      - 3,823,458.760   667,495.186   MT  0.99994580   +1 02 06.4
 EH2914
 EH2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2914!SPC AR S     -   0.99999616  x   0.99995718  =   0.99995334
 EH2914!UTM  15      -   0.99999616  x   0.99994580  =   0.99994196
 EH2914
 EH2914:                Primary Azimuth Mark                     Grid Az
 EH2914:SPC AR S     -  DEEP ELM AZ MK                           001 09 01.0
 EH2914:UTM  15      -  DEEP ELM AZ MK                           000 34 37.4
 EH2914
 EH2914|---------------------------------------------------------------------|
 EH2914| PID    Reference Object                     Distance      Geod. Az  |
 EH2914|                                                           dddmmss.s |
 EH2914| CY5939 DEEP ELM AZ MK                                     0013643.8 |
 EH2914| CY5940 DEEP ELM RM 1                        43.916 METERS 05051     |
 EH2914| CY5941 DEEP ELM RM 2                        30.187 METERS 18133     |
 EH2914| EH2949 CROCKETTS BLUFF SWINDER TANK        APPROX.11.5 KM 2010921.4 |
 EH2914| EH2913 HOLLY GROVE MUNICIPAL TANK          APPROX. 6.9 KM 3382230.7 |
 EH2914|---------------------------------------------------------------------|
 EH2914
 EH2914                          SUPERSEDED SURVEY CONTROL
 EH2914
 EH2914  NAD 83(1986)-  34 32 21.18565(N)    091 10 29.11133(W) AD(       ) 2
 EH2914  NAD 27      -  34 32 20.83063(N)    091 10 28.67492(W) AD(       ) 2
 EH2914  NGVD 29 (07/19/86)   51.33   (m)          168.4    (f) LEVELING    3  
 EH2914
 EH2914.Superseded values are not recommended for survey control.
 EH2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2914.See file dsdata.txt to determine how the superseded data were derived.
 EH2914
 EH2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6749523459(NAD 83)
 EH2914_MARKER: DS = TRIANGULATION STATION DISK
 EH2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2914
 EH2914  HISTORY     - Date     Condition        Report By
 EH2914  HISTORY     - 1965     MONUMENTED       CGS
 EH2914
 EH2914                          STATION DESCRIPTION
 EH2914
 EH2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2914'STATION IS ABOUT 4 MILES SOUTH-SOUTHEAST OF HOLLY GROVE, ALONG
 EH2914'THE WEST SIDE OF STATE HIGHWAY 17, IN THE NORTHWEST 1/4 OF
 EH2914'SECTION 12, T. 2 S., R. 2 W., AND ON THE PROPERTY OF MR. C.E.
 EH2914'HOPPER.
 EH2914'
 EH2914'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17
 EH2914'AND 86 AT THE RAILROAD DEPOT IN HOLLY GROVE, GO SOUTH ON
 EH2914'HIGHWAY 17 FOR 3.85 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 EH2914'ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 EH2914'CONTINUE SOUTH ON HIGHWAY 17 FOR 0.45 MILE TO HOPPERS GROCERY
 EH2914'STORE AND SERVICE STATION ON THE RIGHT AND THE STATION ON THE
 EH2914'RIGHT.
 EH2914'
 EH2914'STATION MARKS ARE STANDARD DISKS STAMPED DEEP ELM 1965.
 EH2914'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH
 EH2914'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 99 FEET NORTH OF
 EH2914'THE NORTH GAS PUMP, 75.6 FEET NORTH-NORTHEAST OF THE NORTHEAST
 EH2914'CORNER OF THE GROCERY STORE, 71 FEET WEST OF THE CENTERLINE
 EH2914'OF HIGHWAY 17, 40 FEET NORTHEAST OF A POWER POLE WITH A
 EH2914'YARD LIGHT AT THE TOP, AND 20 FEET WEST OF A WOODEN SIGN WITH
 EH2914'THE LEGEND DEEP ELM.  THE UNDERGROUND DISK IS SET IN AN
 EH2914'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE
 EH2914'GROUND.
 EH2914'
 EH2914'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEEP ELM NO 1 1965,
 EH2914'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.
 EH2914'IT IS 38 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 17,
 EH2914'AND 2 FEET SOUTH OF A TELEPHONE POLE.
 EH2914'
 EH2914'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEEP ELM NO 2 1965,
 EH2914'IS CEMENTED IN A DRILLED HOLE NEAR THE NORTHEAST CORNER OF
 EH2914'THE CONCRETE STEPS OF THE ENTRANCE TO THE GROCERY STORE.
 EH2914'IT IS 26 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 EH2914'GROCERY STORE, 18 FEET WEST OF THE NORTH GAS PUMP, AND 1.6 FEET
 EH2914'SOUTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE STEPS.
 EH2914'
 EH2914'AZIMUTH MARK, A STANDARD DISK STAMPED DEEP ELM 1965, IS SET
 EH2914'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 EH2914'43 FEET SOUTHWEST OF THE INTERSECTION OF THE CROSSROAD, 2 FEET
 EH2914'SOUTH OF A POWER POLE, AND 2 FEET EAST OF A METAL WITNESS POST.
 EH2914'
 EH2914'NOTE- REFERENCE MARKS MEASURED PULLING 7.5 KG TAPE TENSION.
 EH2914'
 EH2914'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0826 ***********************************************************************
 FG0826  DESIGNATION -  DEER
 FG0826  PID         -  FG0826
 FG0826  STATE/COUNTY-  AR/NEWTON
 FG0826  USGS QUAD   -  DEER (1980)
 FG0826
 FG0826                         *CURRENT SURVEY CONTROL
 FG0826  ___________________________________________________________________
 FG0826* NAD 83(1997)-  35 49 34.81694(N)    093 12 32.65677(W)     ADJUSTED  
 FG0826* NAVD 88     -       716.748  (meters)    2351.53   (feet)  ADJUSTED  
 FG0826  ___________________________________________________________________
 FG0826  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FG0826  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0826  DYNAMIC HT  -         716.039 (meters)    2349.20  (feet)  COMP
 FG0826  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 FG0826
 FG0826  HORZ ORDER  -  FIRST
 FG0826  VERT ORDER  -  SECOND    CLASS 0
 FG0826
 FG0826.The horizontal coordinates were established by classical geodetic methods
 FG0826.and adjusted by the National Geodetic Survey in September 1999..
 FG0826
 FG0826.The orthometric height was determined by differential leveling
 FG0826.and adjusted by the National Geodetic Survey in June 1991..
 FG0826
 FG0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0826
 FG0826.The geoid height was determined by GEOID03.
 FG0826
 FG0826.The dynamic height is computed by dividing the NAVD 88
 FG0826.geopotential number by the normal gravity value computed on the
 FG0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0826.degrees latitude (g = 980.6199 gals.).
 FG0826
 FG0826.The modeled gravity was interpolated from observed gravity values.
 FG0826
 FG0826;                    North         East     Units Scale Factor Converg.
 FG0826;SPC AR N     -   166,308.151   290,755.936   MT  0.99994483   -0 42 12.8
 FG0826;SPC AR N     -   545,629.33    953,921.77   sFT  0.99994483   -0 42 12.8
 FG0826;UTM  15      - 3,964,707.250   481,115.659   MT  0.99960439   -0 07 20.6
 FG0826
 FG0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0826!SPC AR N     -   0.99989191  x   0.99994483  =   0.99983675
 FG0826!UTM  15      -   0.99989191  x   0.99960439  =   0.99949634
 FG0826
 FG0826:                Primary Azimuth Mark                     Grid Az
 FG0826:SPC AR N     -  DEER AZ MK                               001 30 01.2
 FG0826:UTM  15      -  DEER AZ MK                               000 55 09.0
 FG0826
 FG0826|---------------------------------------------------------------------|
 FG0826| PID    Reference Object                     Distance      Geod. Az  |
 FG0826|                                                           dddmmss.s |
 FG0826| CI0725 DEER AZ MK                                         0004748.4 |
 FG0826| FG0825 DEER RM 1                                          00217     |
 FG0826| FG1799 DEER LOT                            APPROX. 2.9 KM 0064110.4 |
 FG0826| CI0726 DEER RM 3                            22.222 METERS 01100     |
 FG0826| GF0809 BOAT RM 3                           APPROX.35.5 KM 0264533.0 |
 FG0826| CI0727 DEER RM 5                            40.764 METERS 11315     |
 FG0826| FG1801 DEER RM 4                            26.691 METERS 12916     |
 FG0826| FG0827 DEER RM 2                            44.300 METERS 30102     |
 FG0826| GF0816 COMPTON RESET                       APPROX.31.1 KM 3372646.4 |
 FG0826|---------------------------------------------------------------------|
 FG0826
 FG0826                          SUPERSEDED SURVEY CONTROL
 FG0826
 FG0826  NAD 83(1986)-  35 49 34.82743(N)    093 12 32.66177(W) AD(       ) 1
 FG0826  NAD 27      -  35 49 34.54100(N)    093 12 32.03100(W) AD(       ) 1
 FG0826  NGVD 29 (??/??/92)  716.647  (m)         2351.20   (f) ADJ UNCH    2 0
 FG0826
 FG0826.Superseded values are not recommended for survey control.
 FG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0826.See file dsdata.txt to determine how the superseded data were derived.
 FG0826
 FG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8111664707(NAD 83)
 FG0826_MARKER: DB = BENCH MARK DISK
 FG0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0826_STAMPING: DEER 1928
 FG0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0826+STABILITY: SURFACE MOTION
 FG0826
 FG0826  HISTORY     - Date     Condition        Report By
 FG0826  HISTORY     - 1928     MONUMENTED       CGS
 FG0826  HISTORY     - 1936     GOOD             CGS
 FG0826  HISTORY     - 1953     GOOD             CGS
 FG0826  HISTORY     - 1971     GOOD             NGS
 FG0826  HISTORY     - 1971     GOOD             NGS
 FG0826  HISTORY     - 1985     GOOD             USDA
 FG0826  HISTORY     - 20050716 MARK NOT FOUND   GEOCAC
 FG0826
 FG0826                          STATION DESCRIPTION
 FG0826
 FG0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 FG0826'ABOUT 19 MILES BY ROAD SOUTH OF JASPER, IN VILLAGE OF DEER,
 FG0826'ABOUT 150 METERS (492 FEET) SOUTH OF FRAME OF OLD SCHOOLHOUSE,
 FG0826'IN FIELD USED AS PLAYGROUND, 27.5 METERS (90 FEET) WEST
 FG0826'OF CENTER OF WELL, AND 4.2 METERS (14 FEET) WEST OF RAIL
 FG0826'FENCE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FG0826'DISKS IN BOULDERS.  SURFACE MARK IS 18 INCHES BELOW SURFACE
 FG0826'AND CAN BE LOCATED BY IRON PIN PUT OVER MARK AND EXTENDING
 FG0826'TO SURFACE.  UNDERGROUND MARK IS 5 FEET BELOW SURFACE.
 FG0826'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS.
 FG0826'NO. 1 IS 0.3 METER (1 FOOT) WEST OF FENCE AND
 FG0826'136.90 METERS (449.1 FEET) (SLOPE DISTANCE) FROM STATION,
 FG0826'N 02 DEG 16 MIN 59 SEC E.  NO. 2 IS 0.35 METER
 FG0826'(1.2 FEET) SOUTH OF FENCE, 5.3 METERS (17 FEET) SOUTHWEST
 FG0826'OF WELL, 12 METERS (39.4 FEET) NORTH OF CENTER LINE OF
 FG0826'ROAD, AND 44.295 METERS (145.32 FEET) FROM STATION,
 FG0826'N 58 DEG 58 MIN W.  ELEVATION OF STATION MARK IS
 FG0826'716.647 METERS (2,851.199 FEET), OF REFERENCE MARK NO. 1,
 FG0826'716.860 METERS (2,351.898 FEET), AND OF REFERENCE MARK
 FG0826'NO. 2, 717.007 METERS (2,352.380 FEET).
 FG0826
 FG0826                          STATION RECOVERY (1936)
 FG0826
 FG0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LOM)
 FG0826'STATION IS ABOUT 19 MILES BY ROAD S OF JASPER IN VILLAGE
 FG0826'OF DEER, ON THE E SIDE OF A ROAD THAT LEADS S FROM HIGHWAY
 FG0826'16 AND ABOUT 1,000 FEET TO A SAWMILL.
 FG0826'
 FG0826'CONDITION OF STATION AND REFERENCE MARKERS IS GOOD.  IRON
 FG0826'PIN OVER SURFACE MARKER HAS BEEN MOVED BUT DEPRESSION IS
 FG0826'VISIBLE.
 FG0826'
 FG0826'PLAYGROUND MENTIONED IN DESCRIPTION IS ABANDONED, AND RAIL
 FG0826'FENCE REPLACED WITH WIRE FENCE 17 FEET E OF STATION.
 FG0826
 FG0826                          STATION RECOVERY (1953)
 FG0826
 FG0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG0826'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 FG0826'CONDITION.  REFERENCE MARK 2 HAD BEEN DESTROYED.  TWO
 FG0826'REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 FG0826'FOLLOWING IS A COMPLETE DESCRIPTION.
 FG0826'
 FG0826'THE STATION IS LOCATED IN THE VILLAGE OF DEER, 77.5 FEET
 FG0826'NORTHEAST OF THE NORTHEAST CORNER OF A STONE BUILDING, 37
 FG0826'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE AGRICULTURE
 FG0826'BUILDING AND 28 FEET SOUTHEAST OF A TELEPHONE POLE.
 FG0826'
 FG0826'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH 0.25 MILE
 FG0826'TO THE MARK ON THE LEFT.
 FG0826'
 FG0826'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 FG0826'AND THE DISK IS STAMPED DEER 1928.
 FG0826'
 FG0826'REFERENCE MARK 1 IS 63 FEET SOUTH OF A POWERLINE POLE, 26
 FG0826'FEET EAST OF THE CENTER OF STATE HIGHWAY 16 AND 7 FEET WEST OF A
 FG0826'FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 FG0826'DEER NO 1 1928.
 FG0826'
 FG0826'REFERENCE MARK 3 IS 68 FEET EAST OF THE CENTER OF THE HIGHWAY,
 FG0826'36 FEET SOUTH OF A POWERLINE POLE, 11 FEET SOUTH OF THE CENTER
 FG0826'OF AN ENTRANCE DRIVE TO A SCHOOLHOUSE AND 1 FOOT WEST OF
 FG0826'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG0826'DEER NO 3 1928.
 FG0826'
 FG0826'REFERENCE MARK 4 IS 17 FEET NORTHEAST OF THE NORTHWEST CORNER
 FG0826'OF A HOUSE, 3 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST
 FG0826'AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 2 INCHES
 FG0826'AND THE DISK IS STAMPED DEER NO 4 1928.
 FG0826'
 FG0826'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF THE HIGHWAY,
 FG0826'2 FEET EAST OF A FENCE, 2 FEET SOUTHWEST OF A 4 X 4 INCH
 FG0826'WHITE WITNESS POST AND 1 FOOT SOUTH OF A POWERLINE POLE.
 FG0826'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DEER
 FG0826'1928.
 FG0826'
 FG0826'HEIGHT OF LIGHT ABOVE THE STATION MARK 26 METERS.
 FG0826
 FG0826                          STATION RECOVERY (1971)
 FG0826
 FG0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG0826'THE AZIMUTH MARK NOT VISIBLE.
 FG0826'
 FG0826'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND FOUND
 FG0826'IN GOOD CONDITION.  THE DITCH HAS BEEN GRADED AND NOW THE STATION
 FG0826'MARK IS 8-INCHES BELOW THE GROUND SURFACE.  THE STATION MARK IS NOW
 FG0826'UNDER A POWER LINE AND CAN NOT BE OCCUPIED.  REFERENCE MARK 1 AND
 FG0826'THE AZIMUTH MARK WERE NOT FOUND AND IT IS BELIEVED THAT THEY WERE
 FG0826'DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 2 WAS REPORTED
 FG0826'DESTROYED IN THE 1953 RECOVERY NOTE.  REFERENCE MARK 5 AND AN
 FG0826'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  DUE TO VARIOUS REASONS,
 FG0826'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FG0826'
 FG0826'THE STATION IS LOCATED ABOUT 24 MILES NORTH AND 14 MILES EAST OF
 FG0826'CLARKSVILLE, 38 MILES NORTH AND 4-1/2 MILES WEST OF RUSSELLVILLE, 3
 FG0826'1/2 MILES NORTH AND 7 MILES WEST OF LURTON, 0.1 MILE EAST OF THE
 FG0826'POST OFFICE IN DEER, IN THE NORTHEAST 1/4 SECTION OF SECTION 33, R
 FG0826'21 W., T 14 N., AND ON ROAD RIGHT-OF-WAY PROPERTY.
 FG0826'
 FG0826'TO REACH THE STATION FROM THE POST OFFICE IN DEER, GO EAST ON STATE
 FG0826'HIGHWAY 16 FOR 0.1 MILE TO WHERE STATE HIGHWAY 16 CURVES LEFT AND
 FG0826'STATION ON RIGHT-OF-WAY AS DESCRIBED.
 FG0826'
 FG0826'STATION MARK IS A STANDARD DISK STAMPED DEER 1928.  THE SURFACE DISK
 FG0826'IS CEMENTED IN THE TOP OF A BOULDER THAT IS 8-INCHES BELOW THE
 FG0826'GROUND SURFACE.  IT IS 36.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FG0826'OF THE STONE SCHOOL BUILDING, 23 FEET NORTH OF THE CENTER OF THE
 FG0826'DRIVEWAY, 13.2 FEET WEST OF THE FENCE AND 13 FEET EAST OF THE
 FG0826'CENTER OF A SURFACED ROAD.  THE UNDERGROUND MARK IS A STANDARD
 FG0826'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 FG0826'
 FG0826'REFERENCE MARK 3, A STANDARD DISK STAMPED DEER NO 3 1928, IS SET IN
 FG0826'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 FG0826'INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET EAST OF THE
 FG0826'PROJECTED CENTER LINE OF STATE HIGHWAY 16, 24 FEET NORTHWEST OF THE
 FG0826'NORTHWEST CORNER OF THE STONE SCHOOL BUILDING, 10 FEET SOUTH OF
 FG0826'THE CENTER OF A CABLE GATE AND 1 FOOT WEST OF THE FENCE.
 FG0826'
 FG0826'REFERENCE MARK 4, A STANDARD DISK STAMPED DEER NO 4 1928, IS SET IN
 FG0826'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 FG0826'INCHES ABOVE THE GROUND SURFACE.  IT IS 81 FEET EAST OF THE CENTER
 FG0826'OF A GRAVELED ROAD, 35 FEET SOUTH OF THE CENTER OF THE DRIVEWAY,
 FG0826'34.2 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF AN OLD HOUSE
 FG0826'AND 17 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE OLD HOUSE.
 FG0826'
 FG0826'REFERENCE MARK 5, A STANDARD DISK STAMPED DEER 1928 NO 5 1971, IS
 FG0826'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK.  IT IS 79 FEET
 FG0826'WEST OF THE WEST ENTRANCE TO THE MAIN SCHOOL BUILDING, 27.5 FEET
 FG0826'NORTHEAST OF THE NORTHEAST CORNER OF THE OLD HOUSE AND 2 FEET
 FG0826'SOUTH OF THE SOUTH EDGE OF THE PARKING AREA.
 FG0826'
 FG0826'AZIMUTH MARK, A STANDARD DISK STAMPED DEER 1928 1971, IS SET IN THE
 FG0826'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 FG0826'INCHES ABOVE THE GROUND SURFACE.  IT IS 105 FEET SOUTHWEST OF THE
 FG0826'CENTER OF A CATTLE GUARD IN DRIVEWAY, 40 FEET NORTHWEST OF THE
 FG0826'CENTER OF STATE HIGHWAY 16, 1.5 FEET NORTHEAST OF A METAL WITNESS
 FG0826'POST AND 1 FOOT SOUTHEAST OF A FENCE.
 FG0826'
 FG0826'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON STATE
 FG0826'HIGHWAY 16 FOR 0.3 MILE TO MARK ON RIGHT.
 FG0826'
 FG0826'NOTE--UNABLE TO MEASURE BETWEEN RM 3 AND RM 5 DUE TO A BUILDING.
 FG0826'
 FG0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DEER.
 FG0826'
 FG0826'HEIGHT OF LIGHT ABOVE THE STATION MARK 4 FEET.
 FG0826
 FG0826                          STATION RECOVERY (1971)
 FG0826
 FG0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FG0826'IN DEER.
 FG0826'AT DEER, NEWTON COUNTY, AT A CURVE IN STATE HIGHWAY 16, ABOUT 300 FEET
 FG0826'SOUTHWEST OF THE BRICK SCHOOLHOUSE, 96 FEET SOUTHEAST OF THE CENTER
 FG0826'LINE OF THE HIGHWAY, 77.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 FG0826'OLD STONE STORE, 66 FEET SOUTH OF A FENCE CORNER AT THE NORTHWEST
 FG0826'CORNER OF A SMALL FIELD, AND ABOUT 1 FOOT UNDERGROUND.  A STANDARD
 FG0826'TRIANGULATION-STATION DISK, STAMPED DEER 1928 AND SET IN CONCRETE.
 FG0826
 FG0826                          STATION RECOVERY (1985)
 FG0826
 FG0826'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HWH)
 FG0826'RECOVERED IN GOOD CONDITION.
 FG0826
 FG0826                          STATION RECOVERY (2005)
 FG0826
 FG0826'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG0826'STATION MARK IS LOCATED UNDERGROUND.  LOOKS LIKE IT MAY BE INTACT.  DO
 FG0826'NOT KNOW WITHOUT A METAL DETECTOR.  SEVERAL REFERENCE MARKS ARE IN THE
 FG0826'AREA AND SEEM TO BE IN GOOD SHAPE.  WILL TRY AGAIN SOME OTHER TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1799 ***********************************************************************
 FG1799  DESIGNATION -  DEER LOT
 FG1799  PID         -  FG1799
 FG1799  STATE/COUNTY-  AR/NEWTON
 FG1799  USGS QUAD   -  DEER (1980)
 FG1799
 FG1799                         *CURRENT SURVEY CONTROL
 FG1799  ___________________________________________________________________
 FG1799* NAD 83(1997)-  35 51 09.77660(N)    093 12 18.98296(W)     ADJUSTED  
 FG1799* NAVD 88     -                                                        
 FG1799  ___________________________________________________________________
 FG1799  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FG1799  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG1799
 FG1799  HORZ ORDER  -  THIRD
 FG1799
 FG1799.The horizontal coordinates were established by classical geodetic methods
 FG1799.and adjusted by the National Geodetic Survey in September 1999..
 FG1799
 FG1799
 FG1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1799
 FG1799.The geoid height was determined by GEOID03.
 FG1799
 FG1799;                    North         East     Units Scale Factor Converg.
 FG1799;SPC AR N     -   169,230.328   291,134.931   MT  0.99994688   -0 42 04.9
 FG1799;SPC AR N     -   555,216.50    955,165.19   sFT  0.99994688   -0 42 04.9
 FG1799;UTM  15      - 3,967,632.122   481,464.876   MT  0.99960423   -0 07 12.8
 FG1799
 FG1799                          SUPERSEDED SURVEY CONTROL
 FG1799
 FG1799  NAD 83(1986)-  35 51 09.78739(N)    093 12 18.98790(W) AD(       ) 4
 FG1799  NAD 27      -  35 51 09.50073(N)    093 12 18.35748(W) AD(       ) 3
 FG1799
 FG1799.Superseded values are not recommended for survey control.
 FG1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1799.See file dsdata.txt to determine how the superseded data were derived.
 FG1799
 FG1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8146567632(NAD 83)
 FG1799_MARKER: 57 = LOOKOUT TOWER
 FG1799
 FG1799  HISTORY     - Date     Condition        Report By
 FG1799  HISTORY     - 1953     FIRST OBSERVED   CGS
 FG1799  HISTORY     - 1971     GOOD             NGS
 FG1799  HISTORY     - 1985     SEE DESCRIPTION  USDA
 FG1799
 FG1799                          STATION DESCRIPTION
 FG1799
 FG1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1799'THE STATION IS LOCATED 2 MILES NORTH OF DEER AND ABOUT 1
 FG1799'MILE WEST-NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 7
 FG1799'AND 16.  IT IS A FOUR LEGGED STRUCTURE HAVING A LOOKOUT
 FG1799'CABIN ON THE TOP.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF
 FG1799'OF THE CABIN.
 FG1799
 FG1799                          STATION RECOVERY (1971)
 FG1799
 FG1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1799'THE STATION, DEER LOOKOUT TOWER 1953, WAS RECOVERED IN GOOD CONDITION
 FG1799'AS DESCRIBED BY J. C. M. IN 1953.
 FG1799
 FG1799                          STATION RECOVERY (1985)
 FG1799
 FG1799'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HWH)
 FG1799'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0825 ***********************************************************************
 FG0825  DESIGNATION -  DEER RM 1
 FG0825  PID         -  FG0825
 FG0825  STATE/COUNTY-  AR/NEWTON
 FG0825  USGS QUAD   -  DEER (1980)
 FG0825
 FG0825                         *CURRENT SURVEY CONTROL
 FG0825  ___________________________________________________________________
 FG0825* NAD 83(1986)-  35 49 34.     (N)    093 12 33.     (W)     SCALED    
 FG0825* NAVD 88     -       716.953  (meters)    2352.20   (feet)  ADJUSTED  
 FG0825  ___________________________________________________________________
 FG0825  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0825  DYNAMIC HT  -         716.244 (meters)    2349.88  (feet)  COMP
 FG0825  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 FG0825
 FG0825  VERT ORDER  -  SECOND    CLASS 0
 FG0825
 FG0825.The horizontal coordinates were scaled from a topographic map and have
 FG0825.an estimated accuracy of +/- 6 seconds.
 FG0825
 FG0825.The orthometric height was determined by differential leveling
 FG0825.and adjusted by the National Geodetic Survey in June 1991..
 FG0825.WARNING-Repeat measurements at this control monument indicate possible
 FG0825.vertical movement.
 FG0825
 FG0825.The geoid height was determined by GEOID03.
 FG0825
 FG0825.The dynamic height is computed by dividing the NAVD 88
 FG0825.geopotential number by the normal gravity value computed on the
 FG0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0825.degrees latitude (g = 980.6199 gals.).
 FG0825
 FG0825.The modeled gravity was interpolated from observed gravity values.
 FG0825
 FG0825;                    North         East    Units  Estimated Accuracy
 FG0825;SPC AR N     -   166,280.      290,750.      MT  (+/- 180 meters Scaled)
 FG0825
 FG0825                          SUPERSEDED SURVEY CONTROL
 FG0825
 FG0825  NGVD 29 (??/??/92)  716.852  (m)         2351.87   (f) ADJ UNCH    2 0
 FG0825
 FG0825.Superseded values are not recommended for survey control.
 FG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0825.See file dsdata.txt to determine how the superseded data were derived.
 FG0825
 FG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV811646(NAD 83)
 FG0825_MARKER: DR = REFERENCE MARK DISK
 FG0825_SETTING: 80 = SET IN A BOULDER
 FG0825_STAMPING: DEER NO. 1 1928
 FG0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0825+STABILITY: SURFACE MOTION
 FG0825
 FG0825  HISTORY     - Date     Condition        Report By
 FG0825  HISTORY     - 1928     MONUMENTED       CGS
 FG0825  HISTORY     - 1953     GOOD             NGS
 FG0825  HISTORY     - 20050519 MARK NOT FOUND   ARHD
 FG0825
 FG0825                          STATION DESCRIPTION
 FG0825
 FG0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FG0825'IN DEER.
 FG0825'AT DEER, NEWTON COUNTY, ON STATE HIGHWAY 16, 450 FEET NORTHWEST OF THE
 FG0825'NORTHWEST CORNER OF A BRICK SCHOOLHOUSE, 40 YARDS SOUTHWEST OF A WELL,
 FG0825'71.6 FEET NORTH OF THE SOUTH CORNER OF THE OLD SCHOOLYARD, 26.2 FEET
 FG0825'EAST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET WEST OF A FENCE
 FG0825'PARALLELING THE HIGHWAY, AND IN A 1-1/2- BY 2-FOOT SANDSTONE BOULDER.
 FG0825'A STANDARD REFERENCE-MARK DISK, STAMPED DEER NO. 1 1928.
 FG0825
 FG0825                          STATION RECOVERY (2005)
 FG0825
 FG0825'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0825'MARK HAS PROBABLY BEEN DESTROYED DUE TO CONSTRUCTION OF A PARKING LOT
 FG0825'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1801 ***********************************************************************
 FG1801  DESIGNATION -  DEER RM 4
 FG1801  PID         -  FG1801
 FG1801  STATE/COUNTY-  AR/NEWTON
 FG1801  USGS QUAD   -  DEER (1980)
 FG1801
 FG1801                         *CURRENT SURVEY CONTROL
 FG1801  ___________________________________________________________________
 FG1801* NAD 83(1997)-  35 49 34.26873(N)    093 12 31.83358(W)     ADJUSTED  
 FG1801* NAVD 88     -       717.1    (meters)    2353.     (feet)  VERTCON   
 FG1801  ___________________________________________________________________
 FG1801  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FG1801  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG1801
 FG1801  HORZ ORDER  -  FIRST
 FG1801
 FG1801.The horizontal coordinates were established by classical geodetic methods
 FG1801.and adjusted by the National Geodetic Survey in September 1999..
 FG1801
 FG1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1801
 FG1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1801
 FG1801.The geoid height was determined by GEOID03.
 FG1801
 FG1801;                    North         East     Units Scale Factor Converg.
 FG1801;SPC AR N     -   166,291.003   290,776.388   MT  0.99994482   -0 42 12.3
 FG1801;SPC AR N     -   545,573.07    953,988.87   sFT  0.99994482   -0 42 12.3
 FG1801;UTM  15      - 3,964,690.316   481,136.277   MT  0.99960438   -0 07 20.1
 FG1801
 FG1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1801!SPC AR N     -   0.99989186  x   0.99994482  =   0.99983668
 FG1801!UTM  15      -   0.99989186  x   0.99960438  =   0.99949628
 FG1801
 FG1801:                Primary Azimuth Mark                     Grid Az
 FG1801:SPC AR N     -  DEER LOT                                 006 57 16.7
 FG1801:UTM  15      -  DEER LOT                                 006 22 24.5
 FG1801
 FG1801|---------------------------------------------------------------------|
 FG1801| PID    Reference Object                     Distance      Geod. Az  |
 FG1801|                                                           dddmmss.s |
 FG1801| FG1799 DEER LOT                            APPROX. 3.0 KM 0061504.4 |
 FG1801| CI0727 DEER RM 5                            16.804 METERS 08715     |
 FG1801| FG1800 DEER STATE POLICE RELAY MAST        APPROX. 0.6 KM 1030945.9 |
 FG1801| CU8282 DEER AZ MK RESET                                   2464239.9 |
 FG1801| FG0826 DEER                                 26.691 METERS 30916     |
 FG1801|---------------------------------------------------------------------|
 FG1801
 FG1801                          SUPERSEDED SURVEY CONTROL
 FG1801
 FG1801  NAD 83(1986)-  35 49 34.27910(N)    093 12 31.83840(W) AD(       ) 1
 FG1801  NAD 27      -  35 49 33.99279(N)    093 12 31.20784(W) AD(       ) 1
 FG1801  NGVD 29 (07/19/86)  717.0    (m)         2352.     (f) VERT ANG       
 FG1801
 FG1801.Superseded values are not recommended for survey control.
 FG1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1801.See file dsdata.txt to determine how the superseded data were derived.
 FG1801
 FG1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8113664690(NAD 83)
 FG1801_MARKER: DR = REFERENCE MARK DISK
 FG1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1801+STABILITY: SURFACE MOTION
 FG1801
 FG1801  HISTORY     - Date     Condition        Report By
 FG1801  HISTORY     - 1953     MONUMENTED       CGS
 FG1801  HISTORY     - 1971     GOOD             NGS
 FG1801
 FG1801                          STATION DESCRIPTION
 FG1801
 FG1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1801'THE STATION IS LOCATED ABOUT 24 MILES NORTH AND 14 MILES EAST OF
 FG1801'CLARKSVILLE, 38 MILES NORTH AND 4-1/2 MILES WEST OF RUSSELLVILLE, 3
 FG1801'1/2 MILES NORTH AND 7 MILES WEST OF LURTON, 0.1 MILE EAST OF THE
 FG1801'POST OFFICE IN DEER, IN THE NORTHEAST 1/4 SECTION OF SECTION 33, R
 FG1801'21 W., T 14 N., AND ON DEER HIGH SCHOOL PROPERTY, MR. DEVOE COWELL,
 FG1801'SUPERINTENDENT.
 FG1801'
 FG1801'TO REACH THE STATION FROM THE POST OFFICE IN DEER, GO EAST ON STATE
 FG1801'HIGHWAY 16 FOR 0.1 MILE TO WHERE STATE HIGHWAY 16 CURVES LEFT AND
 FG1801'STATION AS DESCRIBED.
 FG1801'
 FG1801'STATION MARK IS A STANDARD REFERENCE DISK STAMPED DEER NO 4 1928.
 FG1801'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FG1801'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 81
 FG1801'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 35 FEET SOUTH OF THE
 FG1801'CENTER OF DRIVEWAY, 34.2 FEET WEST-NORTHWEST OF THE NORTHEAST
 FG1801'CORNER OF AN OLD HOUSE TYPE BUILDING AND 17 FEET NORTHEAST OF THE
 FG1801'NORTHWEST CORNER OF THE HOUSE TYPE BUILDING.  (THERE IS NO
 FG1801'UNDERGROUND MARK.)
 FG1801'
 FG1801'REFERENCE MARK 5, A STANDARD DISK STAMPED DEER 1928 NO 5 1971, IS
 FG1801'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK.  IT IS 27.5 FEET
 FG1801'NORTHEAST OF THE NORTHEAST CORNER OF THE OLD HOUSE, 79 FEET WEST OF
 FG1801'THE WEST ENTRANCE TO THE MAIN SCHOOL BUILDING AND 2 FEET SOUTH OF
 FG1801'THE SOUTH EDGE OF THE PARKING AREA.
 FG1801'
 FG1801'STATION MARKS ARE STANDARD DISKS STAMPED DEER 1928.  THE SURFACE DISK
 FG1801'IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 8-INCHES BELOW THE
 FG1801'GROUND SURFACE.  IT IS 36.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FG1801'OF THE STONE SCHOOL BUILDING, 23 FEET NORTH OF THE CENTER OF THE
 FG1801'DRIVEWAY, 13.2 FEET WEST OF THE FENCE AND 13 FEET EAST OF THE
 FG1801'CENTER OF A SURFACED ROAD.  THE UNDERGROUND MARK IS A STANDARD DISK
 FG1801'CEMENTED IN A DRILL HOLE IN A BOULDER.
 FG1801'
 FG1801'AZIMUTH MARK, A STANDARD DISK STAMPED DEER 1928 1971, IS SET IN THE
 FG1801'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 FG1801'INCHES ABOVE THE GROUND SURFACE.  IT IS 105 FEET SOUTHWEST OF THE
 FG1801'CENTER OF A CATTLE GUARD IN DRIVEWAY, 40 FEET NORTHWEST OF CENTER
 FG1801'OF STATE HIGHWAY 16, 1.5 FEET NORTHEAST OF A METAL WITNESS POST
 FG1801'AND 1 FOOT SOUTHEAST OF A FENCE.
 FG1801'
 FG1801'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON STATE
 FG1801'HIGHWAY 16 FOR 0.3 MILE TO THE MARK ON RIGHT.
 FG1801'
 FG1801'HEIGHT OF LIGHT ABOVE STATION MARK 28.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1800 ***********************************************************************
 FG1800  DESIGNATION -  DEER STATE POLICE RELAY MAST
 FG1800  PID         -  FG1800
 FG1800  STATE/COUNTY-  AR/NEWTON
 FG1800  USGS QUAD   -  DEER (1980)
 FG1800
 FG1800                         *CURRENT SURVEY CONTROL
 FG1800  ___________________________________________________________________
 FG1800* NAD 83(1997)-  35 49 30.20430(N)    093 12 10.49598(W)     ADJUSTED  
 FG1800* NAVD 88     -                                                        
 FG1800  ___________________________________________________________________
 FG1800  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FG1800  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG1800
 FG1800  HORZ ORDER  -  THIRD
 FG1800
 FG1800.The horizontal coordinates were established by classical geodetic methods
 FG1800.and adjusted by the National Geodetic Survey in September 1999..
 FG1800
 FG1800
 FG1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1800
 FG1800.The geoid height was determined by GEOID03.
 FG1800
 FG1800;                    North         East     Units Scale Factor Converg.
 FG1800;SPC AR N     -   166,159.190   291,310.369   MT  0.99994474   -0 41 59.9
 FG1800;SPC AR N     -   545,140.61    955,740.77   sFT  0.99994474   -0 41 59.9
 FG1800;UTM  15      - 3,964,563.970   481,671.385   MT  0.99960414   -0 07 07.6
 FG1800
 FG1800                          SUPERSEDED SURVEY CONTROL
 FG1800
 FG1800  NAD 83(1986)-  35 49 30.21461(N)    093 12 10.50110(W) AD(       ) 4
 FG1800  NAD 27      -  35 49 29.92842(N)    093 12 09.87192(W) AD(       ) 3
 FG1800
 FG1800.Superseded values are not recommended for survey control.
 FG1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1800.See file dsdata.txt to determine how the superseded data were derived.
 FG1800
 FG1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8167164564(NAD 83)
 FG1800_MARKER: 54 = WATER TOWER
 FG1800
 FG1800  HISTORY     - Date     Condition        Report By
 FG1800  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1800
 FG1800                          STATION DESCRIPTION
 FG1800
 FG1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1800'THE STATION, DEER RELAY MAST KCY 23, IS THE CENTER OF THE TOP OF A
 FG1800'140 FOOT TALL, UNLIGHTED, TRIANGULAR STEEL, GUYED MAST, THAT IS
 FG1800'OWNED BY THE ARKANSAS STATE POLICE.  THE MAST HAS A ROUND REFLECTOR
 FG1800'NEAR THE TOP.
 FG1800'
 FG1800'THE STATION IS ABOUT 1/2 MILE EAST OF DEER AND IN THE NORTHEAST 1/4
 FG1800'OF SECTION 34, T. 14 N., R. 21 W.
 FG1800'
 FG1800'TO REACH THE STATION FROM THE POST OFFICE IN DEER, GO EAST ON STATE
 FG1800'HIGHWAY 16 FOR 0.1 MILE TO WHERE THE HIGHWAY TURNS NORTH.  GO NORTH
 FG1800'ON THE HIGHWAY FOR 0.05 MILE TO A GRAVELED SIDE RIGHT AT THE
 FG1800'NORTHWEST CORNER OF A SCHOOL YARD.  TURN RIGHT AND GO EAST ON THE
 FG1800'GRAVELED ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT ON A
 FG1800'SMALL KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1984 ***********************************************************************
 EJ1984  DESIGNATION -  DEGRAY
 EJ1984  PID         -  EJ1984
 EJ1984  STATE/COUNTY-  AR/CLARK
 EJ1984  USGS QUAD   -  DE GRAY (1976)
 EJ1984
 EJ1984                         *CURRENT SURVEY CONTROL
 EJ1984  ___________________________________________________________________
 EJ1984* NAD 83(1997)-  34 08 37.52948(N)    093 10 12.97898(W)     ADJUSTED  
 EJ1984* NAVD 88     -       135.2    (meters)     444.     (feet)  VERTCON   
 EJ1984  ___________________________________________________________________
 EJ1984  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 EJ1984  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ1984
 EJ1984  HORZ ORDER  -  THIRD
 EJ1984
 EJ1984.The horizontal coordinates were established by classical geodetic methods
 EJ1984.and adjusted by the National Geodetic Survey in September 1999..
 EJ1984
 EJ1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1984
 EJ1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1984
 EJ1984.The geoid height was determined by GEOID03.
 EJ1984
 EJ1984;                    North         East     Units Scale Factor Converg.
 EJ1984;SPC AR S     -   564,444.560   292,078.101   MT  0.99992028   -0 39 18.0
 EJ1984;SPC AR S     - 1,851,848.53    958,259.57   sFT  0.99992028   -0 39 18.0
 EJ1984;UTM  15      - 3,778,108.879   484,302.285   MT  0.99960304   -0 05 44.0
 EJ1984
 EJ1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1984!SPC AR S     -   0.99998301  x   0.99992028  =   0.99990329
 EJ1984!UTM  15      -   0.99998301  x   0.99960304  =   0.99958606
 EJ1984
 EJ1984|---------------------------------------------------------------------|
 EJ1984| PID    Reference Object                     Distance      Geod. Az  |
 EJ1984|                                                           dddmmss.s |
 EJ1984| CX5718 DEGRAY RM 1                          11.295 METERS 20206     |
 EJ1984| CX5717 DEGRAY AZ MK                                       2614159.7 |
 EJ1984| CX5719 DEGRAY RM 2                          10.297 METERS 30806     |
 EJ1984|---------------------------------------------------------------------|
 EJ1984
 EJ1984                          SUPERSEDED SURVEY CONTROL
 EJ1984
 EJ1984  NAD 83(1986)-  34 08 37.53957(N)    093 10 12.97052(W) AD(       ) 3
 EJ1984  NAD 27      -  34 08 37.18910(N)    093 10 12.35150(W) AD(       ) 3
 EJ1984  NGVD 29 (07/19/86)  135.2    (m)          444.     (f) VERT ANG       
 EJ1984
 EJ1984.Superseded values are not recommended for survey control.
 EJ1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1984.See file dsdata.txt to determine how the superseded data were derived.
 EJ1984
 EJ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8430278109(NAD 83)
 EJ1984_MARKER: DS = TRIANGULATION STATION DISK
 EJ1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1984
 EJ1984  HISTORY     - Date     Condition        Report By
 EJ1984  HISTORY     - 1957     MONUMENTED       CGS
 EJ1984  HISTORY     - 1964     GOOD             CGS
 EJ1984
 EJ1984                          STATION DESCRIPTION
 EJ1984
 EJ1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1984'THE STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST OF
 EJ1984'ARKADELPHIA ON A PROMINENT TIMBER COVERED RIDGE, ABOUT 20
 EJ1984'FEET EAST OF THE HIGHEST POINT OF HILL AND 12 FEET SOUTHEAST
 EJ1984'OF A WITNESS POST.  THE MARK IS STAMPED DEGRAY 1957 AND PROJECTS
 EJ1984'3 INCHES.
 EJ1984'
 EJ1984'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF HILL ABOUT
 EJ1984'3 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 EJ1984'DEGRAY NO 1 1957 AND PROJECTS 5 INCHES.
 EJ1984'
 EJ1984'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF HILL ABOUT
 EJ1984'2 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 EJ1984'DEGRAY NO 2 1957 AND PROJECTS 6 INCHES.
 EJ1984'
 EJ1984'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 56.6 FEET.
 EJ1984'
 EJ1984'THE AZIMUTH MARK IS ABOUT 100 YARDS NORTH OF STATE HIGHWAY
 EJ1984'8, 15 FEET WEST OF THE CENTER OF A DRIVEWAY AND 2 FEET NORTH
 EJ1984'OF A FENCE CORNER.  IT IS STAMPED DEGRAY 1957 AND PROJECTS
 EJ1984'4 INCHES.
 EJ1984'
 EJ1984'TO REACH THE STATION FROM THE POST OFFICE IN ARKADELPHIA,
 EJ1984'GO WEST AND NORTH ON U.S. HIGHWAY 67 FOR 0.3 MILE TO JUNCTION
 EJ1984'WITH STATE HIGHWAYS 51, 26 AND 8, TURN LEFT AND GO WEST ON
 EJ1984'STATE HIGHWAYS 51, 26 AND 8 FOR 2.3 MILES TO A FORK AND
 EJ1984'HIGHWAY JUNCTION, TAKE RIGHT FORK AND CONTINUE WEST ON STATE
 EJ1984'HIGHWAY 8 FOR 4.7 MILES TO A DRIVEWAY ON RIGHT, TURN RIGHT
 EJ1984'ON DRIVEWAY AND GO NORTH FOR ABOUT 100 YARDS TO AZIMUTH
 EJ1984'MARK ON LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.2 MILE
 EJ1984'TO A FARM YARD, PASS THROUGH 3 GATES AND GO NORTH AND WEST
 EJ1984'FOR 0.1 MILE ALONG RIDGE TO HIGHEST PART OF HILL AND STATION
 EJ1984'AS DESCRIBED.
 EJ1984'
 EJ1984'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 EJ1984
 EJ1984                          STATION RECOVERY (1964)
 EJ1984
 EJ1984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 EJ1984'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EJ1984'THE FARMHOUSE THAT IS ABOUT 0.15 MILE SOUTHEAST OF THE STATION
 EJ1984'IS VACANT.  THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM
 EJ1984'ARKADELPHIA IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1033 ***********************************************************************
 GE1033  DESIGNATION -  DELAPLAINE
 GE1033  PID         -  GE1033
 GE1033  STATE/COUNTY-  AR/GREENE
 GE1033  USGS QUAD   -  DELAPLAINE (1984)
 GE1033
 GE1033                         *CURRENT SURVEY CONTROL
 GE1033  ___________________________________________________________________
 GE1033* NAD 83(1997)-  36 13 47.99677(N)    090 41 54.31130(W)     ADJUSTED  
 GE1033* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 GE1033  ___________________________________________________________________
 GE1033  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 GE1033  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GE1033
 GE1033  HORZ ORDER  -  SECOND
 GE1033
 GE1033.The horizontal coordinates were established by classical geodetic methods
 GE1033.and adjusted by the National Geodetic Survey in September 1999..
 GE1033
 GE1033.The orthometric height was scaled from a topographic map.
 GE1033
 GE1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1033
 GE1033.The geoid height was determined by GEOID03.
 GE1033
 GE1033;                    North         East     Units Scale Factor Converg.
 GE1033;SPC AR N     -   211,199.405   517,010.073   MT  0.99999934   +0 45 26.6
 GE1033;SPC AR N     -   692,910.05  1,696,223.88   sFT  0.99999934   +0 45 26.6
 GE1033;UTM  15      - 4,011,915.444   706,848.857   MT  1.00012721   +1 21 38.8
 GE1033
 GE1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1033!SPC AR N     -   0.99999049  x   0.99999934  =   0.99998983
 GE1033!UTM  15      -   0.99999049  x   1.00012721  =   1.00011770
 GE1033
 GE1033|---------------------------------------------------------------------|
 GE1033| PID    Reference Object                     Distance      Geod. Az  |
 GE1033|                                                           dddmmss.s |
 GE1033| CI4248 DELAPLAINE RM 1                      24.099 METERS 17107     |
 GE1033| CI4247 DELAPLAINE AZ MK                                   1995001.9 |
 GE1033| CI4249 DELAPLAINE RM 2                      22.823 METERS 32521     |
 GE1033|---------------------------------------------------------------------|
 GE1033
 GE1033                          SUPERSEDED SURVEY CONTROL
 GE1033
 GE1033  NAD 83(1986)-  36 13 48.00553(N)    090 41 54.31147(W) AD(       ) 2
 GE1033  NAD 27      -  36 13 47.76850(N)    090 41 53.90800(W) AD(       ) 2
 GE1033
 GE1033.Superseded values are not recommended for survey control.
 GE1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1033.See file dsdata.txt to determine how the superseded data were derived.
 GE1033
 GE1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0684911915(NAD 83)
 GE1033_MARKER: DS = TRIANGULATION STATION DISK
 GE1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1033
 GE1033  HISTORY     - Date     Condition        Report By
 GE1033  HISTORY     - 1955     MONUMENTED       CGS
 GE1033  HISTORY     - 20020916 MARK NOT FOUND   USACE
 GE1033
 GE1033                          STATION DESCRIPTION
 GE1033
 GE1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1033'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF DELAPLAINE.
 GE1033'IT IS 64 FEET SOUTHWEST OF A 14-INCH CEDAR TREE, 35 FEET NORTH
 GE1033'OF A 24-INCH OAK TREE, 25 FEET EAST OF THE CENTER OF A GRAVELED
 GE1033'ROAD, 10 FEET WEST OF THE WEST EDGE OF THE JONES RIDGE CEMETERY
 GE1033'AND 4 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.
 GE1033'
 GE1033'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GE1033'34 AND 90 IN DELAPLAINE, GO EAST AND SOUTH ON HIGHWAY 34 FOR
 GE1033'1.15 MILES TO A SIDE ROAD LEFT AT A CHURCH, TURN LEFT AND GO
 GE1033'EAST FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GE1033'EAST FOR 0.05 MILE TO A CROSSROADS, TURN LEFT AND GO NORTH
 GE1033'FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 GE1033'
 GE1033'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE1033'STAMPED DELAPLAINE 1955.
 GE1033'
 GE1033'REFERENCE MARK 1 IS 44 FEET SOUTHEAST OF THE 24-INCH OAK TREE,
 GE1033'38 FEET EAST OF THE CENTER OF THE MAIN ROAD, AND 15 FEET
 GE1033'NORTH OF THE CENTER OF A TRACK ROAD.  THE MARK PROJECTS
 GE1033'3 INCHES AND THE DISK IS STAMPED DELAPLAINE NO 1 1955.
 GE1033'
 GE1033'REFERENCE MARK 2 IS 21 FEET WEST OF THE CENTER OF THE MAIN
 GE1033'ROAD, 4 FEET NORTH OF A POWERLINE POLE AND 3 FEET WEST OF A
 GE1033'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE1033'DELAPLAINE NO 2 1955.
 GE1033'
 GE1033'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTER OF THE ROAD,
 GE1033'4 FEET NORTHEAST OF A POWERLINE POLE, 3 FEET EAST OF A
 GE1033'4 X 4 INCH WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE.
 GE1033'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DELAPLAINE
 GE1033'1955.
 GE1033'
 GE1033'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1033
 GE1033                          STATION RECOVERY (2002)
 GE1033
 GE1033'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1033'RM 1 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1989 ***********************************************************************
 EJ1989  DESIGNATION -  DELIGHT
 EJ1989  PID         -  EJ1989
 EJ1989  STATE/COUNTY-  AR/PIKE
 EJ1989  USGS QUAD   -  ANTOINE (1975)
 EJ1989
 EJ1989                         *CURRENT SURVEY CONTROL
 EJ1989  ___________________________________________________________________
 EJ1989* NAD 83(1997)-  34 00 53.96244(N)    093 29 09.61717(W)     ADJUSTED  
 EJ1989* NAVD 88     -       136.9    (meters)     449.     (feet)  VERTCON   
 EJ1989  ___________________________________________________________________
 EJ1989  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 EJ1989  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EJ1989
 EJ1989  HORZ ORDER  -  SECOND
 EJ1989
 EJ1989.The horizontal coordinates were established by classical geodetic methods
 EJ1989.and adjusted by the National Geodetic Survey in September 1999..
 EJ1989
 EJ1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1989
 EJ1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1989
 EJ1989.The geoid height was determined by GEOID03.
 EJ1989
 EJ1989;                    North         East     Units Scale Factor Converg.
 EJ1989;SPC AR S     -   550,541.468   262,755.889   MT  0.99991853   -0 49 54.1
 EJ1989;SPC AR S     - 1,806,234.80    862,058.28   sFT  0.99991853   -0 49 54.1
 EJ1989;UTM  15      - 3,763,924.460   455,126.195   MT  0.99962482   -0 16 18.8
 EJ1989
 EJ1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1989!SPC AR S     -   0.99998276  x   0.99991853  =   0.99990130
 EJ1989!UTM  15      -   0.99998276  x   0.99962482  =   0.99960759
 EJ1989
 EJ1989:                Primary Azimuth Mark                     Grid Az
 EJ1989:SPC AR S     -  GRAYSONIA                                013 13 07.3
 EJ1989:UTM  15      -  GRAYSONIA                                012 39 32.0
 EJ1989
 EJ1989|---------------------------------------------------------------------|
 EJ1989| PID    Reference Object                     Distance      Geod. Az  |
 EJ1989|                                                           dddmmss.s |
 EJ1989| EJ1992 GRAYSONIA                           APPROX.16.7 KM 0122313.2 |
 EJ1989| CX5720 DELIGHT AZ MK                                      1710432.0 |
 EJ1989| CX5721 DELIGHT RM 1                         29.989 METERS 23031     |
 EJ1989| CX5722 DELIGHT RM 2                         32.114 METERS 30541     |
 EJ1989|---------------------------------------------------------------------|
 EJ1989
 EJ1989                          SUPERSEDED SURVEY CONTROL
 EJ1989
 EJ1989  NAD 83(1997)-  34 00 53.97044(N)    093 29 09.61048(W) AD(       ) 2
 EJ1989  NAD 83(1986)-  34 00 53.97190(N)    093 29 09.60812(W) AD(       ) 2
 EJ1989  NAD 27      -  34 00 53.58880(N)    093 29 08.95590(W) AD(       ) 2
 EJ1989  NGVD 29 (07/19/86)  136.9    (m)          449.     (f) VERT ANG       
 EJ1989
 EJ1989.Superseded values are not recommended for survey control.
 EJ1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1989.See file dsdata.txt to determine how the superseded data were derived.
 EJ1989
 EJ1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5512663924(NAD 83)
 EJ1989_MARKER: DS = TRIANGULATION STATION DISK
 EJ1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1989
 EJ1989  HISTORY     - Date     Condition        Report By
 EJ1989  HISTORY     - 1957     MONUMENTED       CGS
 EJ1989  HISTORY     - 1958     GOOD             CGS
 EJ1989  HISTORY     - 1962     GOOD             CGS
 EJ1989
 EJ1989                          STATION DESCRIPTION
 EJ1989
 EJ1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1989'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF DELIGHT
 EJ1989'AND 3 MILES SOUTH WEST OF ANTOINE ON LAND OWNED BY MR. VERNON
 EJ1989'WALTZ.  IT IS 85 FEET NORTHEAST OF THE CENTER OF A WIRE GATE,
 EJ1989'75 FEET WEST OF THE FRONT OF A FARMHOUSE AND 49 FEET NORTHWEST
 EJ1989'OF A 24 INCH OAK TREE.  IT IS STAMPED DELIGHT 1957 AND PROJECTS
 EJ1989'4 INCHES.
 EJ1989'
 EJ1989'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF A
 EJ1989'WIRE GATE AND 1 FOOT EAST OF A FENCE LINE.  IT IS STAMPED
 EJ1989'DELIGHT NO 1 1957 AND PROJECTS 5 INCHES.
 EJ1989'
 EJ1989'REFERENCE MARK NO. 2 IS SET AT THE WEST SIDE OF THE YARD
 EJ1989'AND IS 1 FOOT EAST OF THE FENCE LINE.  IT IS STAMPED DELIGHT
 EJ1989'NO 2 1957 AND PROJECTS 4 INCHES.
 EJ1989'
 EJ1989'THE AZIMUTH MARK IS 48 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EJ1989'OF A FARMHOUSE AND 22 FEET WEST OF THE CENTER OF A GRAVELED
 EJ1989'ROAD.  IT IS STAMPED DELIGHT 1957 AND PROJECTS 3 INCHES.
 EJ1989'
 EJ1989'TO REACH THE STATION FROM THE POST OFFICE IN DELIGHT GO EAST
 EJ1989'ON STATE HIGHWAYS 26 AND 19 FOR 0.05 MILE TO A FORK, TAKE
 EJ1989'THE RIGHT FORK AND FOLLOW STATE HIGHWAY 19 EAST AND SOUTH
 EJ1989'FOR 1.5 MILES TO A NARROW T-ROAD LEFT, TURN LEFT, EAST, AND
 EJ1989'GO 0.25 MILE TO A WIRE GATE AT AN OLD FARM HOUSE AND THE
 EJ1989'STATION AS DESCRIBED.
 EJ1989'
 EJ1989'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.25
 EJ1989'MILE TO STATE HIGHWAY 19, TURN LEFT, SOUTH, AND GO 0.4 MILE
 EJ1989'TO A HOUSE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 EJ1989'
 EJ1989'HEIGHT OF LIGHT ABOVE STATION MARK 30.23 METERS.
 EJ1989
 EJ1989                          STATION RECOVERY (1958)
 EJ1989
 EJ1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 EJ1989'THE STATION WAS VISITED 6-26-58 AND THE STATION AND REFERENCE
 EJ1989'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 EJ1989'AZIMUTH MARK WAS FOUND DESTROYED AT THIS DATE AND THE DISK
 EJ1989'WAS RECLAIMED.  THE 1957 DESCRIPTION IS ADEQUATE.
 EJ1989
 EJ1989                          STATION RECOVERY (1962)
 EJ1989
 EJ1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ1989'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND
 EJ1989'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED
 EJ1989'IN 1958 AND THIS MARK COULD NOT BE REPLACED AS NO OBJECTS
 EJ1989'WERE VISABLE FROM THE GROUND.  THE FARMHOUSE, DESCRIBED
 EJ1989'AS BEING NEAR THE STATION, IS VACANT AND IN POOR REPAIR.
 EJ1989'
 EJ1989'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EJ1989'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1894 ***********************************************************************
 FF1894  DESIGNATION -  DELL COMPRESS CO WATER TANK
 FF1894  PID         -  FF1894
 FF1894  STATE/COUNTY-  AR/MISSISSIPPI
 FF1894  USGS QUAD   -  DELL (1983)
 FF1894
 FF1894                         *CURRENT SURVEY CONTROL
 FF1894  ___________________________________________________________________
 FF1894* NAD 83(1997)-  35 51 35.97206(N)    090 02 11.16772(W)     ADJUSTED  
 FF1894* NAVD 88     -                                                        
 FF1894  ___________________________________________________________________
 FF1894  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FF1894  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF1894
 FF1894  HORZ ORDER  -  THIRD
 FF1894
 FF1894.The horizontal coordinates were established by classical geodetic methods
 FF1894.and adjusted by the National Geodetic Survey in September 1999..
 FF1894
 FF1894
 FF1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1894
 FF1894.The geoid height was determined by GEOID03.
 FF1894
 FF1894;                    North         East     Units Scale Factor Converg.
 FF1894;SPC AR N     -   171,139.612   577,333.555   MT  0.99994748   +1 08 33.3
 FF1894;SPC AR N     -   561,480.54  1,894,135.17   sFT  0.99994748   +1 08 33.3
 FF1894;UTM  15      - 3,972,476.133   767,608.083   MT  1.00048254   +1 44 13.6
 FF1894;UTM  16      - 3,972,678.211   225,809.790   MT  1.00052650   -1 46 47.5
 FF1894
 FF1894                          SUPERSEDED SURVEY CONTROL
 FF1894
 FF1894  NAD 83(1997)-  35 51 35.97555(N)    090 02 11.16918(W) AD(       ) 4
 FF1894  NAD 83(1986)-  35 51 35.98424(N)    090 02 11.16696(W) AD(       ) 4
 FF1894  NAD 27      -  35 51 35.71800(N)    090 02 10.84100(W) AD(       ) 3
 FF1894
 FF1894.Superseded values are not recommended for survey control.
 FF1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1894.See file dsdata.txt to determine how the superseded data were derived.
 FF1894
 FF1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6760872476(NAD 83)
 FF1894_MARKER: 53 = ELEVATED TANK
 FF1894
 FF1894  HISTORY     - Date     Condition        Report By
 FF1894  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1894  HISTORY     - 1987     GOOD             USPSQD
 FF1894
 FF1894                          STATION DESCRIPTION
 FF1894
 FF1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1894'THE STATION IS LOCATED IN THE NORTHEAST PART OF DELL.  IT IS
 FF1894'AN ELEVATED STEEL TANK, ALUMINUM IN COLOR, SUPPORTED ON FOUR
 FF1894'LEGS, AND ABOUT 100 FEET HIGH.  THE POINT OBSERVED ON WAS
 FF1894'THE APEX OF THE TANK ROOF.
 FF1894
 FF1894                          STATION RECOVERY (1987)
 FF1894
 FF1894'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FF1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1893 ***********************************************************************
 FF1893  DESIGNATION -  DELL STEVENS COTTON GIN CO TK
 FF1893  PID         -  FF1893
 FF1893  STATE/COUNTY-  AR/MISSISSIPPI
 FF1893  USGS QUAD   -  DELL (1983)
 FF1893
 FF1893                         *CURRENT SURVEY CONTROL
 FF1893  ___________________________________________________________________
 FF1893* NAD 83(1997)-  35 50 48.39290(N)    090 03 43.82088(W)     ADJUSTED  
 FF1893* NAVD 88     -                                                        
 FF1893  ___________________________________________________________________
 FF1893  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 FF1893  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FF1893
 FF1893  HORZ ORDER  -  THIRD
 FF1893
 FF1893.The horizontal coordinates were established by classical geodetic methods
 FF1893.and adjusted by the National Geodetic Survey in September 1999..
 FF1893
 FF1893
 FF1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1893
 FF1893.The geoid height was determined by GEOID03.
 FF1893
 FF1893;                    North         East     Units Scale Factor Converg.
 FF1893;SPC AR N     -   169,627.478   575,038.354   MT  0.99994640   +1 07 39.4
 FF1893;SPC AR N     -   556,519.48  1,886,605.00   sFT  0.99994640   +1 07 39.4
 FF1893;UTM  15      - 3,970,939.468   765,327.483   MT  1.00046756   +1 43 17.2
 FF1893;UTM  16      - 3,971,284.236   223,439.092   MT  1.00054259   -1 47 39.9
 FF1893
 FF1893                          SUPERSEDED SURVEY CONTROL
 FF1893
 FF1893  NAD 83(1997)-  35 50 48.39628(N)    090 03 43.82294(W) AD(       ) 4
 FF1893  NAD 83(1986)-  35 50 48.40489(N)    090 03 43.82014(W) AD(       ) 4
 FF1893  NAD 27      -  35 50 48.13700(N)    090 03 43.48900(W) AD(       ) 3
 FF1893
 FF1893.Superseded values are not recommended for survey control.
 FF1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1893.See file dsdata.txt to determine how the superseded data were derived.
 FF1893
 FF1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6532770939(NAD 83)
 FF1893_MARKER: 53 = ELEVATED TANK
 FF1893
 FF1893  HISTORY     - Date     Condition        Report By
 FF1893  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1893  HISTORY     - 1987     GOOD             USPSQD
 FF1893
 FF1893                          STATION DESCRIPTION
 FF1893
 FF1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1893'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTHWEST OF
 FF1893'DELL, AND ADJACENT TO STATE HIGHWAY 18.  IT IS AN ELEVATED
 FF1893'STEEL TANK, ALUMINUM IN COLOR, SUPPORTED ON FOUR LEGS, AND
 FF1893'ABOUT 90 FEET HIGH.  THE POINT OBSERVED ON WAS THE APEX OF THE
 FF1893'TANK ROOF.
 FF1893
 FF1893                          STATION RECOVERY (1987)
 FF1893
 FF1893'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FF1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1491 ***********************************************************************
 DL1491  DESIGNATION -  DELTA
 DL1491  PID         -  DL1491
 DL1491  STATE/COUNTY-  AR/COLUMBIA
 DL1491  USGS QUAD   -  LAMARTINE (1976)
 DL1491
 DL1491                         *CURRENT SURVEY CONTROL
 DL1491  ___________________________________________________________________
 DL1491* NAD 83(1997)-  33 26 12.41882(N)    093 16 58.53767(W)     ADJUSTED  
 DL1491* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 DL1491  ___________________________________________________________________
 DL1491  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DL1491  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DL1491
 DL1491  HORZ ORDER  -  SECOND
 DL1491
 DL1491.The horizontal coordinates were established by classical geodetic methods
 DL1491.and adjusted by the National Geodetic Survey in September 1999..
 DL1491
 DL1491.The orthometric height was scaled from a topographic map.
 DL1491
 DL1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1491
 DL1491.The geoid height was determined by GEOID03.
 DL1491
 DL1491;                    North         East     Units Scale Factor Converg.
 DL1491;SPC AR S     -   486,163.686   280,706.972   MT  0.99997249   -0 43 05.0
 DL1491;SPC AR S     - 1,595,022.03    920,952.79   sFT  0.99997249   -0 43 05.0
 DL1491;UTM  15      - 3,699,746.229   473,701.079   MT  0.99960853   -0 09 21.2
 DL1491
 DL1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1491!SPC AR S     -   0.99998471  x   0.99997249  =   0.99995720
 DL1491!UTM  15      -   0.99998471  x   0.99960853  =   0.99959325
 DL1491
 DL1491|---------------------------------------------------------------------|
 DL1491| PID    Reference Object                     Distance      Geod. Az  |
 DL1491|                                                           dddmmss.s |
 DL1491| CX5724 DELTA RM 1                           22.026 METERS 07006     |
 DL1491| CX5725 DELTA RM 2                           26.635 METERS 15855     |
 DL1491| CX5723 DELTA AZ MK                                        1861446.8 |
 DL1491|---------------------------------------------------------------------|
 DL1491
 DL1491                          SUPERSEDED SURVEY CONTROL
 DL1491
 DL1491  NAD 83(1997)-  33 26 12.42666(N)    093 16 58.52925(W) AD(       ) 2
 DL1491  NAD 83(1986)-  33 26 12.42944(N)    093 16 58.52613(W) AD(       ) 2
 DL1491  NAD 27      -  33 26 11.98800(N)    093 16 57.90400(W) AD(       ) 2
 DL1491
 DL1491.Superseded values are not recommended for survey control.
 DL1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1491.See file dsdata.txt to determine how the superseded data were derived.
 DL1491
 DL1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7370199746(NAD 83)
 DL1491_MARKER: DS = TRIANGULATION STATION DISK
 DL1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1491
 DL1491  HISTORY     - Date     Condition        Report By
 DL1491  HISTORY     - 1950     MONUMENTED       CGS
 DL1491  HISTORY     - 1963     GOOD             CGS
 DL1491
 DL1491                          STATION DESCRIPTION
 DL1491
 DL1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1491'THE STATION IS LOCATED ABOUT 6 MILES NORTH AND 1 MILE EAST
 DL1491'OF WALDO, 100 FEET WEST OF A WELL AND 2.5 FEET NORTH OF A WITNESS
 DL1491'POST.  IT IS STAMPED DELTA 1950, AND IT IS SET FLUSH WITH
 DL1491'THE SURFACE OF THE GROUND.
 DL1491'
 DL1491'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 30
 DL1491'FEET NORTHWEST OF A WELL.  IT IS STAMPED DELTA NO 1 1950,
 DL1491'IT IS ABOUT 1 FOOT LOWER THAN THE STATION AND IS SET FLUSH.
 DL1491'
 DL1491'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 39
 DL1491'FEET NORTH OF AN EAST-WEST FENCE, AND 1.5 FEET NORTH OF A
 DL1491'SMALL SHED.  IT IS STAMPED DELTA NO 2 1950 AND IS SET FLUSH.
 DL1491'
 DL1491'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO 2 IS 112.46 FEET.
 DL1491'THE AZIMUTH MARK IS SOUTH OF THE STATION 0.3 MILE, 30 FEET
 DL1491'EAST OF STATE HIGHWAY 19, 3 FEET EAST OF A TELEPHONE POLE,
 DL1491'AND 1.5 FEET NORTH OF A WITNESS POST.  IT IS STAMPED DELTA
 DL1491'1950 AND PROJECTS 5 INCHES.
 DL1491'
 DL1491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL1491'STATE HIGHWAY 19, GO NORTH ON STATE HIGHWAY 19 FOR 2.95 MILES
 DL1491'TO A GULF SERVICE STATION ON THE LEFT, CONTINUE NORTH ON
 DL1491'HIGHWAY 19 FOR 2.8 MILES TO THE AZIMUTH MARK ON THE RIGHT
 DL1491'AS DESCRIBED.  FROM HERE CONTINUE NORTH ON HIGHWAY 19 FOR 0.3
 DL1491'MILE TO A DRIVEWAY ON THE LEFT JUST AFTER PASSING A T-ROAD
 DL1491'LEFT, TURN LEFT ON DRIVEWAY LEADING TO AN UNPAINTED SHACK
 DL1491'WITH A LONE PINE TREE IN THE FRONT YARD AND STATION NORTHWEST
 DL1491'OF THE HOUSE AS DESCRIBED.
 DL1491'
 DL1491'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DL1491
 DL1491                          STATION RECOVERY (1963)
 DL1491
 DL1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1491'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1491'CONDITION.  THE STATION MARK IS IN A BRUSHY AREA TO THE NORTHWEST
 DL1491'OF AN UNPAINTED SHACK WITH LONE PINE TREE IN FRONT YARD, 100
 DL1491'FEET WEST OF A TILE WELL AND 1 FOOT SOUTH OF A METAL WITNESS
 DL1491'POST.  R.M. NO. 1 IS 33.2 FEET NORTHWEST OF A TILE WELL AND 2
 DL1491'FEET WEST OF A 6-INCH TREE.  R.M. NO. 2 IS 1.5 FEET NORTHWEST
 DL1491'OF THE NORTHWEST CORNER OF A SMALL SHED.  THE AZIMUTH MARK
 DL1491'RECOVERED AS DESCRIBED.
 DL1491'
 DL1491'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1491'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0931 ***********************************************************************
 FH0931  DESIGNATION -  DENNIS
 FH0931  PID         -  FH0931
 FH0931  STATE/COUNTY-  AR/WASHINGTON
 FH0931  USGS QUAD   -  BRENTWOOD (1983)
 FH0931
 FH0931                         *CURRENT SURVEY CONTROL
 FH0931  ___________________________________________________________________
 FH0931* NAD 83(1997)-  35 48 47.59577(N)    094 01 34.19270(W)     ADJUSTED  
 FH0931* NAVD 88     -       708.1    (meters)    2323.     (feet)  VERTCON   
 FH0931  ___________________________________________________________________
 FH0931  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 FH0931  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FH0931
 FH0931  HORZ ORDER  -  FIRST
 FH0931
 FH0931.The horizontal coordinates were established by classical geodetic methods
 FH0931.and adjusted by the National Geodetic Survey in September 1999..
 FH0931
 FH0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0931
 FH0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0931
 FH0931.The geoid height was determined by GEOID03.
 FH0931
 FH0931;                    North         East     Units Scale Factor Converg.
 FH0931;SPC AR N     -   166,065.990   216,906.909   MT  0.99994389   -1 10 44.5
 FH0931;SPC AR N     -   544,834.84    711,635.42   sFT  0.99994389   -1 10 44.5
 FH0931;UTM  15      - 3,963,718.061   407,295.050   MT  0.99970590   -0 36 01.8
 FH0931
 FH0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0931!SPC AR N     -   0.99989328  x   0.99994389  =   0.99983717
 FH0931!UTM  15      -   0.99989328  x   0.99970590  =   0.99959921
 FH0931
 FH0931:                Primary Azimuth Mark                     Grid Az
 FH0931:SPC AR N     -  DURHAM ATT MICROWAVE                     018 17 10.6
 FH0931:UTM  15      -  DURHAM ATT MICROWAVE                     017 42 27.9
 FH0931
 FH0931|---------------------------------------------------------------------|
 FH0931| PID    Reference Object                     Distance      Geod. Az  |
 FH0931|                                                           dddmmss.s |
 FH0931| FG1935 DURHAM ATT MICROWAVE                APPROX.10.5 KM 0170626.1 |
 FH0931| CI0732 DENNIS RM 1                          17.505 METERS 07958     |
 FH0931| CI0731 DENNIS AZ MK                                       1101132.1 |
 FH0931| CI0733 DENNIS RM 2                          19.042 METERS 18926     |
 FH0931|---------------------------------------------------------------------|
 FH0931
 FH0931                          SUPERSEDED SURVEY CONTROL
 FH0931
 FH0931  NAD 83(1997)-  35 48 47.60642(N)    094 01 34.19233(W) AD(       ) 1
 FH0931  NAD 83(1986)-  35 48 47.60484(N)    094 01 34.19058(W) AD(       ) 1
 FH0931  NAD 27      -  35 48 47.31696(N)    094 01 33.47246(W) AD(       ) 1
 FH0931  NGVD 29 (07/19/86)  707.9    (m)         2323.     (f) VERT ANG       
 FH0931
 FH0931.Superseded values are not recommended for survey control.
 FH0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0931.See file dsdata.txt to determine how the superseded data were derived.
 FH0931
 FH0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0729563718(NAD 83)
 FH0931_MARKER: DS = TRIANGULATION STATION DISK
 FH0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0931_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FH0931
 FH0931  HISTORY     - Date     Condition        Report By
 FH0931  HISTORY     - 1971     MONUMENTED       NGS
 FH0931
 FH0931                          STATION DESCRIPTION
 FH0931
 FH0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0931'THE STATION IS ABOUT 6 MILES EAST AND 1 MILE NORTH OF WINSLOW, 4-1/2
 FH0931'MILES EAST AND 3 MILES SOUTH OF BRENTWOOD, 3-1/2 MILES NORTH AND 5
 FH0931'MILES EAST OF MOUNT GAYLER, IN THE SOUTHEAST 1/4 OF SECTION 12, T.
 FH0931'13 N., R. 29 W., ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE, ON
 FH0931'PROPERTY OF MARION DENNIS.
 FH0931'
 FH0931'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 FH0931'HIGHWAY 74 IN THE NORTH EDGE OF WINSLOW, GO NORTH ON U. S. HIGHWAY
 FH0931'71 FOR 0.4 MILE TO A GRAVELED SIDE ROAD RIGHT AND A SIGN WEEDY ROUGH
 FH0931'LOT 6.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 1.4 MILES TO A
 FH0931'FORK.  TAKE THE LEFT FORK AND CONTINUE EAST ON MAIN TRAVELED ROAD
 FH0931'FOR 5.4 MILES TO A REVERSE FORK ON THE LEFT AT THE TOP OF A HILL.
 FH0931'CONTINUE EAST AND SOUTHEAST ON MAIN TRAVELED ROAD FOR 0.85 MILE
 FH0931'TO A SIDE ROAD RIGHT.* TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A
 FH0931'FARM ROAD RIGHT JUST AFTER PASSING A BARN.  TURN RIGHT AND GO WEST
 FH0931'ON FARM ROAD FOR 0.25 MILE TO AN OLD HOUSE ON THE LEFT AND A METAL
 FH0931'GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO
 FH0931'NORTHWEST AND NORTH ACROSS PASTURE FOR 0.25 MILE TO THE TOP HILL,
 FH0931'A FENCE CORNER AND THE STATION.
 FH0931'
 FH0931'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHEAST ON
 FH0931'MAIN ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FH0931'
 FH0931'STATION MARKS ARE STANDARD DISK, STAMPED DENNIS 1971.  THE SURFACE
 FH0931'DISK IS SET IN THE TOP OF A 24-INCH CYLINDRICAL CONCRETE MONUMENT,
 FH0931'THAT IS 18-INCHES BELOW THE GROUND SURFACE.  IT IS 17.0 FEET
 FH0931'SOUTHEAST OF A T-FENCE CORNER, 16.7 FEET SOUTHEAST OF A WITNESS
 FH0931'POST, 13.0 FEET EAST OF A FENCE AND 12.0 FEET SOUTH OF A FENCE.  THE
 FH0931'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 FH0931'CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 FH0931'
 FH0931'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DENNIS NO 1 1971, SET IN
 FH0931'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 FH0931'INCHES ABOVE THE GROUND.  IT IS 69.0 FEET EAST OF THE T-FENCE
 FH0931'CORNER, 1.0 FEET SOUTH OF THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE
 FH0931'STATION.
 FH0931'
 FH0931'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DENNIS NO 2 1971, SET IN
 FH0931'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 FH0931'INCHES ABOVE THE GROUND.  IT IS 72.8 FEET SOUTH OF THE WITNESS
 FH0931'POST, 1.0 FOOT WEST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE
 FH0931'STATION.
 FH0931'
 FH0931'AZIMUTH MARK IS A STANDARD DISK, STAMPED DENNIS 1971, SET IN THE TOP
 FH0931'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 6 INCHES
 FH0931'ABOVE THE GROUND.  IT IS 50.0 FEET WEST OF A FENCE CORNER, 27.0
 FH0931'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 3.2 FEET EAST OF A
 FH0931'POWER LINE POLE AND 1.0 FEET SOUTH OF A FENCE.
 FH0931'
 FH0931'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0856 ***********************************************************************
 GE0856  DESIGNATION -  DENTON
 GE0856  PID         -  GE0856
 GE0856  STATE/COUNTY-  AR/LAWRENCE
 GE0856  USGS QUAD   -  EATON (1981)
 GE0856
 GE0856                         *CURRENT SURVEY CONTROL
 GE0856  ___________________________________________________________________
 GE0856* NAD 83(1997)-  36 04 00.55671(N)    091 10 44.38848(W)     ADJUSTED  
 GE0856* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 GE0856  ___________________________________________________________________
 GE0856  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GE0856  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GE0856
 GE0856  HORZ ORDER  -  FIRST
 GE0856
 GE0856.The horizontal coordinates were established by classical geodetic methods
 GE0856.and adjusted by the National Geodetic Survey in September 1999..
 GE0856
 GE0856.The orthometric height was scaled from a topographic map.
 GE0856
 GE0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0856
 GE0856.The geoid height was determined by GEOID03.
 GE0856
 GE0856;                    North         East     Units Scale Factor Converg.
 GE0856;SPC AR N     -   192,628.147   473,959.200   MT  0.99997132   +0 28 39.9
 GE0856;SPC AR N     -   631,980.85  1,554,981.14   sFT  0.99997132   +0 28 39.9
 GE0856;UTM  15      - 3,992,894.510   663,992.668   MT  0.99993138   +1 04 20.3
 GE0856
 GE0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0856!SPC AR N     -   0.99999044  x   0.99997132  =   0.99996176
 GE0856!UTM  15      -   0.99999044  x   0.99993138  =   0.99992182
 GE0856
 GE0856:                Primary Azimuth Mark                     Grid Az
 GE0856:SPC AR N     -  POWHATAN TEX ILL NATL GAS RAD            059 49 02.8
 GE0856:UTM  15      -  POWHATAN TEX ILL NATL GAS RAD            059 13 22.4
 GE0856
 GE0856|---------------------------------------------------------------------|
 GE0856| PID    Reference Object                     Distance      Geod. Az  |
 GE0856|                                                           dddmmss.s |
 GE0856| GE0855 POWHATAN TEX ILL NATL GAS RAD       APPROX. 5.0 KM 0601742.7 |
 GE0856| GE0851 POWHATAN LAWRENCE CO CTHSE          APPROX. 5.7 KM 0723615.3 |
 GE0856| CI0734 DENTON AZ MK                                       1005739.9 |
 GE0856| CI0735 DENTON RM 1                          32.434 METERS 12418     |
 GE0856| CI0736 DENTON RM 2                          27.078 METERS 20856     |
 GE0856| GE0858 IMBODEN LOOKOUT TOWER 14 3          APPROX.11.2 KM 3484431.7 |
 GE0856|---------------------------------------------------------------------|
 GE0856
 GE0856                          SUPERSEDED SURVEY CONTROL
 GE0856
 GE0856  NAD 83(1986)-  36 04 00.56743(N)    091 10 44.38786(W) AD(       ) 1
 GE0856  NAD 27      -  36 04 00.31130(N)    091 10 43.92990(W) AD(       ) 1
 GE0856
 GE0856.Superseded values are not recommended for survey control.
 GE0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0856.See file dsdata.txt to determine how the superseded data were derived.
 GE0856
 GE0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6399392895(NAD 83)
 GE0856_MARKER: DS = TRIANGULATION STATION DISK
 GE0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0856
 GE0856  HISTORY     - Date     Condition        Report By
 GE0856  HISTORY     - 1953     MONUMENTED       CGS
 GE0856
 GE0856                          STATION DESCRIPTION
 GE0856
 GE0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0856'THE STATION IS ABOUT 3-1/4 MILES WEST AND 1 MILE SOUTH OF
 GE0856'POWHATAN, 2-1/2 MILES SOUTHEAST OF DENTON AND 0.15 MILE NORTH
 GE0856'OF STATE ROUTE NO. 25 NEAR THE TOP OF A LOW HILL.  IT IS IN
 GE0856'A FARM YARD, 119.0 FEET EAST OF A POWERLINE POLE, 82.0 FEET
 GE0856'WEST OF THE SOUTHWEST CORNER OF A GRANARY AND 45.5 FEET SOUTH
 GE0856'OF THE SOUTHEAST CORNER OF A YARD FENCE.  IT PROJECTS 3
 GE0856'INCHES AND IS STAMPED DENTON 1953.
 GE0856'
 GE0856'REFERENCE MARK NO. 1 IS LOCATED IN A FARM LOT ON THE EAST
 GE0856'SLOPE OF THE HILL AND ABOUT 4 FEET BELOW THE ELEVATION OF THE
 GE0856'STATION.  IT IS 76.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GE0856'OF A GRANARY AND 25.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 GE0856'A SMALL POND.  IT PROJECTS 4 INCHES AND IS STAMPED DENTON NO
 GE0856'1 1953.
 GE0856'
 GE0856'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTH SLOPE OF THE HILL
 GE0856'ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 GE0856'13.0 FEET EAST OF THE CENTER OF A FARM DRIVE AND 1.0 FOOT
 GE0856'NORTHWEST OF A FENCE BRACE POST.  IT PROJECTS 6 INCHES AND
 GE0856'IS STAMPED DENTON NO 2 1953.
 GE0856'
 GE0856'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GE0856'NO. 2 IS 131.94 FEET.
 GE0856'
 GE0856'THE AZIMUTH MARK IS LOCATED IN A FARM YARD, 89.0 FEET SOUTH
 GE0856'OF THE SOUTHWEST CORNER OF A HOUSE, 35.0 FEET NORTH OF THE
 GE0856'CENTER OF STATE ROUTE NO. 25, 3.0 FEET NORTH OF A POWERLINE
 GE0856'POLE AND 2.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 4
 GE0856'INCHES AND IS STAMPED DENTON 1953.
 GE0856'
 GE0856'TO REACH THE STATION FROM THE LAWRENCE COUNTY COURTHOUSE
 GE0856'IN POWHATAN, GO SOUTHWESTERLY ON STATE ROUTE NO. 25 FOR 4.35
 GE0856'MILES TO A FARM HOUSE ON THE RIGHT AND THE AZIMUTH MARK
 GE0856'IN THE FARM YARD AS DESCRIBED.  CONTINUE WESTERLY ON STATE
 GE0856'ROUTE NO. 25 FOR 0.65 MILE TO A BOARD GATE ON THE RIGHT,
 GE0856'TURN RIGHT AND GO NORTH ON A FARM DRIVE FOR 0.15 MILE TO THE
 GE0856'TOP OF THE HILL AND THE STATION IN FARM YARD AS DESCRIBED.
 GE0856'
 GE0856'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0824 ***********************************************************************
 GF0824  DESIGNATION -  DENVER
 GF0824  PID         -  GF0824
 GF0824  STATE/COUNTY-  AR/BOONE
 GF0824  USGS QUAD   -  DENVER (1972)
 GF0824
 GF0824                         *CURRENT SURVEY CONTROL
 GF0824  ___________________________________________________________________
 GF0824* NAD 83(1997)-  36 23 19.77666(N)    093 16 37.02152(W)     ADJUSTED  
 GF0824* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 GF0824  ___________________________________________________________________
 GF0824  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GF0824  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0824
 GF0824  HORZ ORDER  -  THIRD
 GF0824
 GF0824.The horizontal coordinates were established by classical geodetic methods
 GF0824.and adjusted by the National Geodetic Survey in September 1999..
 GF0824
 GF0824.The orthometric height was scaled from a topographic map.
 GF0824
 GF0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0824
 GF0824.The geoid height was determined by GEOID03.
 GF0824
 GF0824;                    North         East     Units Scale Factor Converg.
 GF0824;SPC AR N     -   228,793.498   285,432.543   MT  1.00003444   -0 44 35.0
 GF0824;SPC AR N     -   750,633.33    936,456.60   sFT  1.00003444   -0 44 35.0
 GF0824;SPC MO C     -    61,914.428   430,296.789   MT  0.99999317   -0 27 39.4
 GF0824;UTM  15      - 4,027,112.050   475,162.194   MT  0.99960760   -0 09 51.5
 GF0824
 GF0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0824!SPC AR N     -   0.99997618  x   1.00003444  =   1.00001062
 GF0824!SPC MO C     -   0.99997618  x   0.99999317  =   0.99996935
 GF0824!UTM  15      -   0.99997618  x   0.99960760  =   0.99958379
 GF0824
 GF0824:                Primary Azimuth Mark                     Grid Az
 GF0824:SPC AR N     -  BURLINGTON LOOKOUT TOWER 3               037 30 09.5
 GF0824:SPC MO C     -  BURLINGTON LOOKOUT TOWER 3               037 13 13.9
 GF0824:UTM  15      -  BURLINGTON LOOKOUT TOWER 3               036 55 26.0
 GF0824
 GF0824|---------------------------------------------------------------------|
 GF0824| PID    Reference Object                     Distance      Geod. Az  |
 GF0824|                                                           dddmmss.s |
 GF0824| GF0798 BURLINGTON LOOKOUT TOWER 3          APPROX. 5.6 KM 0364534.5 |
 GF0824| CI0737 DENVER RM 1                          12.013 METERS 18215     |
 GF0824| CI0738 DENVER RM 2                          11.662 METERS 26551     |
 GF0824| CI0739 DENVER RM 3                          11.640 METERS 26600     |
 GF0824| GF0825 DENVER AZ MK                        338.879 METERS 26609     |
 GF0824| GF0826 DENVER 2                              5.480 METERS 35822     |
 GF0824|---------------------------------------------------------------------|
 GF0824
 GF0824                          SUPERSEDED SURVEY CONTROL
 GF0824
 GF0824  NAD 83(1997)-  36 23 19.78109(N)    093 16 37.02162(W) AD(       ) 3
 GF0824  NAD 83(1997)-  36 23 19.78755(N)    093 16 37.01552(W) AD(       ) 3
 GF0824  NAD 83(1986)-  36 23 19.78740(N)    093 16 37.01567(W) AD(       ) 3
 GF0824  NAD 27      -  36 23 19.54300(N)    093 16 36.36250(W) AD(       ) 3
 GF0824
 GF0824.Superseded values are not recommended for survey control.
 GF0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0824.See file dsdata.txt to determine how the superseded data were derived.
 GF0824
 GF0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7516227112(NAD 83)
 GF0824_MARKER: DS = TRIANGULATION STATION DISK
 GF0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0824
 GF0824  HISTORY     - Date     Condition        Report By
 GF0824  HISTORY     - 1961     MONUMENTED       CGS
 GF0824  HISTORY     - 1972     GOOD             NGS
 GF0824  HISTORY     - 1974     GOOD             NGS
 GF0824
 GF0824                          STATION DESCRIPTION
 GF0824
 GF0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0824'THE STATION IS ABOUT 7 MILES SOUTHWEST OF OMAHA, ABOUT 2 MILES
 GF0824'EAST-NORTHEAST OF THE VILLAGE OF DENVER, ON ROAD RIGHT-OF-WAY
 GF0824'AND IS IN THE SOUTHEAST 1/4 OF SECTION 14, T. 20 N., R. 22 W..
 GF0824'IT IS 254 FEET NORTHEAST OF THE NORTHWEST CORNER OF A HOUSE,
 GF0824'56 FEET EAST OF A POWER POLE, 19 FEET NORTH OF THE CENTERLINE
 GF0824'OF A GRAVELED ROAD, 3 FEET SOUTHEAST OF A WITNESS POST AND
 GF0824'2 FEET SOUTH OF A FENCE LINE.  THE MONUMENT PROJECTS 6 INCHES
 GF0824'AND THE DISK IS STAMPED DENVER 1961.
 GF0824'
 GF0824'TO REACH FROM THE U.S. POST OFFICE IN OMAHA, GO SOUTHERLY
 GF0824'ON U.S. HIGHWAY 65 FOR 5.95 MILES TO A SIDE ROAD RIGHT AT
 GF0824'MC CRACKENS STORE.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 GF0824'FOR 1.45 MILES TO A Y-FORK.  KEEP RIGHT AND CONTINUE WEST
 GF0824'ON A GRAVELED ROAD FOR 2.1 MILES TO THE STATION ON THE RIGHT.
 GF0824'
 GF0824'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 GF0824'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 GF0824'
 GF0824'REFERENCE MARK 1 IS 66 FEET SOUTHEAST OF THE POWER POLE,
 GF0824'40 FEET SOUTH OF THE WITNESS POST, 20 FEET SOUTH OF THE
 GF0824'CENTERLINE OF THE GRAVELED ROAD AND 6 INCHES NORTH OF A
 GF0824'WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 GF0824'IS STAMPED DENVER NO 1 1961.
 GF0824'
 GF0824'REFERENCE MARK 2 IS 35 FEET WEST OF THE WITNESS POST, 20 FEET
 GF0824'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 18 FEET EAST
 GF0824'OF THE POWER POLE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 GF0824'IS STAMPED DENVER NO 2 1961.
 GF0824'
 GF0824'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTERLINE OF A
 GF0824'GRAVELED ROAD, 20 FEET NORTHEAST OF AN 18 INCH WALNUT TREE,
 GF0824'2 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT NORTH OF A
 GF0824'WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 GF0824'STAMPED DENVER 1961.
 GF0824'
 GF0824'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0824
 GF0824                          STATION RECOVERY (1972)
 GF0824
 GF0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0824'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 GF0824'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 GF0824'2 WAS FOUND WITH THE TOP OF THE MARK BROKEN OFF.  THE DISTANCE
 GF0824'AND DIRECTION TO REFERENCE MARK 1 WERE VERIFIED.  THE DIRECTION
 GF0824'TO THE AZIMUTH MARK WAS VERIFIED.  REFERENCE MARK 3 WAS
 GF0824'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 GF0824'
 GF0824'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF OMAHA AND 2
 GF0824'MILES EAST-NORTHEAST OF THE VILLAGE OF DENVER AND ON THE
 GF0824'NORTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD IN THE SOUTHEAST
 GF0824'QUARTER OF SECTION 14, T 20 N, R 22 W.
 GF0824'
 GF0824'TO REACH THE STATION FROM THE POST OFFICE IN OMAHA, GO SOUTHERLY
 GF0824'ON U.S. HIGHWAY 65 FOR 6.0 MILES TO MC CRACKENS STORE AND
 GF0824'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 GF0824'A GRAVELED ROAD FOR 1.45 MILES TO A FORK.  TAKE THE RIGHT
 GF0824'FORK AND CONTINUE WEST ON THE GRAVELED ROAD FOR 2.1 MILES TO
 GF0824'THE STATION ON THE RIGHT.
 GF0824'
 GF0824'THE STATION MARK IS A STANDARD DISK STAMPED DENVER 1961, SET
 GF0824'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GF0824'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 54.5 FEET EAST OF
 GF0824'A POWER POLE NUMBERED 61, 17 FEET NORTH OF THE CENTER OF THE
 GF0824'GRAVELED ROAD, 2 FEET SOUTH OF A FENCE AND 2 FEET SOUTHWEST
 GF0824'OF A METAL WITNESS POST.
 GF0824'
 GF0824'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DENVER NO 1 1961,
 GF0824'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 GF0824'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 65 FEET
 GF0824'SOUTHEAST OF THE POWER POLE, 21 FEET SOUTH OF THE CENTER
 GF0824'OF THE GRAVELED ROAD, 2 FEET WEST OF A METAL WITNESS POST
 GF0824'AND 1.5 FEET NORTH OF A FENCE.
 GF0824'
 GF0824'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DENVER NO 3
 GF0824'1961 1972, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE
 GF0824'REMAINS OF THE REFERENCE MARK TWO CONCRETE MONUMENT THAT IS
 GF0824'FLUSH WITH THE GROUND SURFACE.  IT IS 38.5 FEET WEST OF THE
 GF0824'METAL WITNESS POST, 17 FEET NORTH OF THE CENTER OF THE GRAVELED
 GF0824'ROAD, 16.5 FEET EAST OF THE POWER POLE AND 2 FEET SOUTH OF THE
 GF0824'FENCE.
 GF0824'
 GF0824'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DENVER 1961, SET
 GF0824'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GF0824'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 91 FEET WEST OF A POWER
 GF0824'POLE, 54 FEET EAST-NORTHEAST OF A 14-INCH OAK TREE, 25 FEET
 GF0824'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 3 FEET NORTHEAST OF A
 GF0824'METAL WITNESS POST AND 2 FEET NORTH OF A FENCE.  TO REACH
 GF0824'THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 GF0824'ROAD 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GF0824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 GF0824'EAST-NORTHEAST OF DENVER.
 GF0824
 GF0824                          STATION RECOVERY (1974)
 GF0824
 GF0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GF0824'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 GF0824'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND PUSHED
 GF0824'OVER.  DUE TO WIDENING AND SURFACING OF THE COUNTY ROAD, THE
 GF0824'THE STATION MARK HAD TO BE MOVED.  STATION DENVER 2 AND REFERENCE
 GF0824'MARK 4 WERE ESTABLISHED THIS DATE.  REFERENCE MARK 1 AND THE 1961
 GF0824'AZIMUTH MARK WILL SERVE AS MARKS FOR THE DENVER 2 STATION.
 GF0824'
 GF0824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST
 GF0824'OF OMAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0826 ***********************************************************************
 GF0826  DESIGNATION -  DENVER 2
 GF0826  PID         -  GF0826
 GF0826  STATE/COUNTY-  AR/BOONE
 GF0826  USGS QUAD   -  DENVER (1972)
 GF0826
 GF0826                         *CURRENT SURVEY CONTROL
 GF0826  ___________________________________________________________________
 GF0826* NAD 83(1997)-  36 23 19.95437(N)    093 16 37.02779(W)     ADJUSTED  
 GF0826* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 GF0826  ___________________________________________________________________
 GF0826  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GF0826  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0826
 GF0826  HORZ ORDER  -  THIRD
 GF0826
 GF0826.The horizontal coordinates were established by classical geodetic methods
 GF0826.and adjusted by the National Geodetic Survey in September 1999..
 GF0826.No horizontal observational check was made to the station.
 GF0826
 GF0826.The orthometric height was scaled from a topographic map.
 GF0826
 GF0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0826
 GF0826.The geoid height was determined by GEOID03.
 GF0826
 GF0826;                    North         East     Units Scale Factor Converg.
 GF0826;SPC AR N     -   228,798.978   285,432.458   MT  1.00003445   -0 44 35.0
 GF0826;SPC AR N     -   750,651.31    936,456.32   sFT  1.00003445   -0 44 35.0
 GF0826;SPC MO C     -    61,919.907   430,296.677   MT  0.99999317   -0 27 39.4
 GF0826;UTM  15      - 4,027,117.526   475,162.053   MT  0.99960760   -0 09 51.5
 GF0826
 GF0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0826!SPC AR N     -   0.99997618  x   1.00003445  =   1.00001063
 GF0826!SPC MO C     -   0.99997618  x   0.99999317  =   0.99996935
 GF0826!UTM  15      -   0.99997618  x   0.99960760  =   0.99958379
 GF0826
 GF0826|---------------------------------------------------------------------|
 GF0826| PID    Reference Object                     Distance      Geod. Az  |
 GF0826|                                                           dddmmss.s |
 GF0826| GF0824 DENVER                                5.480 METERS 17822     |
 GF0826| CI0737 DENVER RM 1                          17.502 METERS 18102     |
 GF0826| GF0825 DENVER AZ MK                        339.135 METERS 26513     |
 GF0826| CI0740 DENVER 2 RM 4                         9.833 METERS 26730     |
 GF0826|---------------------------------------------------------------------|
 GF0826
 GF0826                          SUPERSEDED SURVEY CONTROL
 GF0826
 GF0826  NAD 83(1997)-  36 23 19.95880(N)    093 16 37.02789(W) AD(       ) 3
 GF0826  NAD 83(1997)-  36 23 19.96526(N)    093 16 37.02179(W) AD(       ) 3
 GF0826  NAD 83(1986)-  36 23 19.96508(N)    093 16 37.02194(W) AD(       ) 3
 GF0826  NAD 27      -  36 23 19.72071(N)    093 16 36.36877(W) AD(       ) 3
 GF0826
 GF0826.Superseded values are not recommended for survey control.
 GF0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0826.See file dsdata.txt to determine how the superseded data were derived.
 GF0826
 GF0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7516227118(NAD 83)
 GF0826_MARKER: DS = TRIANGULATION STATION DISK
 GF0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0826
 GF0826  HISTORY     - Date     Condition        Report By
 GF0826  HISTORY     - 1974     MONUMENTED       NGS
 GF0826
 GF0826                          STATION DESCRIPTION
 GF0826
 GF0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GF0826'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF OMAHA, ABOUT 2
 GF0826'MILES EAST-NORTHEAST OF THE VILLAGE OF DENVER, ON THE NORTH
 GF0826'RIGHT-OF-WAY OF A COUNTY ROAD AND IN THE SOUTHEAST QUARTER OF
 GF0826'SECTION 14, T 20 N, R 22 W.
 GF0826'
 GF0826'TO REACH THE STATION FROM THE POST OFFICE IN OMAHA, GO SOUTHERLY ON
 GF0826'U.S. HIGHWAY 65 FOR 5.95 MILES TO A SIDE ROAD ON THE RIGHT AT
 GF0826'MCCRACKENS STORE.  TURN RIGHT AND GO WEST ON A SURFACED COUNTY
 GF0826'ROAD FOR 1.45 MILES TO A Y-FORK.  KEEP RIGHT AND CONTINUE WEST ON
 GF0826'THE SURFACED ROAD FOR 2.1 MILES TO THE STATION ON THE RIGHT.
 GF0826'
 GF0826'THE STATION MARKS ARE STANDARD DISKS STAMPED DENVER 2 1974.  THE
 GF0826'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 GF0826'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 32 FEET
 GF0826'NORTH OF THE CENTER OF THE ROAD, 2.5 FEET NORTH OF A METAL WITNESS
 GF0826'POST IN FENCE LINE AND ABOUT 500 FEET NORTHWEST OF A HOUSE ON
 GF0826'SOUTH SIDE OF ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GF0826'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 GF0826'
 GF0826'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DENVER NO 1 1961, SET IN
 GF0826'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 GF0826'ON ITS NORTH SIDE.  IT IS 25 FEET SOUTH OF THE CENTER OF THE ROAD
 GF0826'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST IN A FENCELINE.
 GF0826'
 GF0826'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DENVER 2 NO 4 1974,
 GF0826'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GF0826'FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET NORTH OF THE CENTER
 GF0826'OF THE ROAD AND 1 FOOT SOUTH OF A METAL FENCE POST IN FENCELINE.
 GF0826'
 GF0826'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DENVER 1961, SET IN THE
 GF0826'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 GF0826'ABOVE THE SURFACE OF THE GROUND.  IT IS 27 FEET SOUTH OF THE
 GF0826'CENTER OF THE ROAD, 3 FEET NORTHEAST OF A METAL WITNESS POST AND
 GF0826'1 FOOT NORTH OF A FENCE.
 GF0826'
 GF0826'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE COUNTY
 GF0826'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GF0826'
 GF0826'NEAREST TOWN--OMAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0408 ***********************************************************************
 FG0408  DESIGNATION -  DEPT 1
 FG0408  PID         -  FG0408
 FG0408  STATE/COUNTY-  AR/PERRY
 FG0408  USGS QUAD   -  HOUSTON (1990)
 FG0408
 FG0408                         *CURRENT SURVEY CONTROL
 FG0408  ___________________________________________________________________
 FG0408* NAD 83(1986)-  35 00 06.     (N)    092 37 53.     (W)     SCALED    
 FG0408* NAVD 88     -        90.371  (meters)     296.49   (feet)  ADJUSTED  
 FG0408  ___________________________________________________________________
 FG0408  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0408  DYNAMIC HT  -          90.285 (meters)     296.21  (feet)  COMP
 FG0408  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 FG0408
 FG0408  VERT ORDER  -  SECOND    CLASS 0
 FG0408
 FG0408.The horizontal coordinates were scaled from a topographic map and have
 FG0408.an estimated accuracy of +/- 6 seconds.
 FG0408
 FG0408.The orthometric height was determined by differential leveling
 FG0408.and adjusted by the National Geodetic Survey in June 1991..
 FG0408.WARNING-Repeat measurements at this control monument indicate possible
 FG0408.vertical movement.
 FG0408
 FG0408.The geoid height was determined by GEOID03.
 FG0408
 FG0408.The dynamic height is computed by dividing the NAVD 88
 FG0408.geopotential number by the normal gravity value computed on the
 FG0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0408.degrees latitude (g = 980.6199 gals.).
 FG0408
 FG0408.The modeled gravity was interpolated from observed gravity values.
 FG0408
 FG0408;                    North         East    Units  Estimated Accuracy
 FG0408;SPC AR N     -    74,330.      342,360.      MT  (+/- 180 meters Scaled)
 FG0408
 FG0408                          SUPERSEDED SURVEY CONTROL
 FG0408
 FG0408  NGVD 29 (??/??/92)   90.400  (m)          296.59   (f) ADJ UNCH    2 0
 FG0408
 FG0408.Superseded values are not recommended for survey control.
 FG0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0408.See file dsdata.txt to determine how the superseded data were derived.
 FG0408
 FG0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU336732(NAD 83)
 FG0408_MARKER: DD = SURVEY DISK
 FG0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0408_STAMPING: NO 1
 FG0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0408+STABILITY: SURFACE MOTION
 FG0408
 FG0408  HISTORY     - Date     Condition        Report By
 FG0408  HISTORY     - UNK      MONUMENTED       DOD
 FG0408  HISTORY     - 1934     GOOD             NGS
 FG0408  HISTORY     - 1939     GOOD             NGS
 FG0408
 FG0408                          STATION DESCRIPTION
 FG0408
 FG0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0408'IN BIGELOW.
 FG0408'MARK SET AT NORTHEAST CORNER OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.
 FG0408'STATION.  30.5 FEET SOUTH OF CENTERLINE OF C.R.I. AND P. RY. MAIN
 FG0408'TRACK.  1 FT. EAST OF NORTHEAST CORNER OF STATION.  STANDARD DISK SET
 FG0408'IN CONCRETE POST.
 FG0408
 FG0408                          STATION RECOVERY (1939)
 FG0408
 FG0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 FG0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9579 ***********************************************************************
 AF9579  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9579  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9579  DESIGNATION -  DEQUEEN 1 CORS ARP
 AF9579  CORS_ID     -  DQUA
 AF9579  PID         -  AF9579
 AF9579  STATE/COUNTY-  AR/SEVIER
 AF9579  USGS QUAD   -  DE QUEEN (1966)
 AF9579
 AF9579                         *CURRENT SURVEY CONTROL
 AF9579  ___________________________________________________________________
 AF9579* NAD 83(CORS)-  34 06 38.34515(N)    094 17 23.60654(W)     ADJUSTED  
 AF9579* NAVD 88     -       198.98   (meters)     652.8    (feet)  GPS OBS   
 AF9579  ___________________________________________________________________
 AF9579  EPOCH DATE  -        2002.00
 AF9579  X           -    -395,446.896 (meters)                     COMP
 AF9579  Y           -  -5,271,715.594 (meters)                     COMP
 AF9579  Z           -   3,556,711.259 (meters)                     COMP
 AF9579  ELLIP HEIGHT-         170.94  (meters)          (03/??/02) GPS OBS
 AF9579  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF9579
 AF9579  HORZ ORDER  -  SPECIAL (CORS)
 AF9579  ELLP ORDER  -  SPECIAL (CORS)
 AF9579
 AF9579.ITRF positions are available for this station.
 AF9579.The coordinates were established by GPS observations
 AF9579.and adjusted by the National Geodetic Survey in March 2002..
 AF9579.The coordinates are valid at the epoch date displayed above.
 AF9579.The epoch date for horizontal control is a decimal equivalence
 AF9579.of Year/Month/Day.
 AF9579
 AF9579.The orthometric height was determined by GPS observations and a
 AF9579.high-resolution geoid model using precise GPS observation and
 AF9579.processing techniques.
 AF9579
 AF9579.The PID for the CORS L1 Phase Center is AI6542.
 AF9579
 AF9579.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9579
 AF9579.The ellipsoidal height was determined by GPS observations
 AF9579.and is referenced to NAD 83.
 AF9579
 AF9579.The geoid height was determined by GEOID03.
 AF9579
 AF9579;                    North         East     Units Scale Factor Converg.
 AF9579;SPC AR S     -   562,518.321   188,758.291   MT  0.99991935   -1 16 53.9
 AF9579;SPC AR S     - 1,845,528.86    619,284.49   sFT  0.99991935   -1 16 53.9
 AF9579
 AF9579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9579!SPC AR S     -   0.99997317  x   0.99991935  =   0.99989252
 AF9579
 AF9579                          SUPERSEDED SURVEY CONTROL
 AF9579
 AF9579  NAD 83(CORS)-  34 06 38.34493(N)    094 17 23.60665(W) AD(1997.00) c
 AF9579  ELLIP H (07/??/98)  170.97   (m)                       GP(1997.00) c c
 AF9579  NAD 83(CORS)-  34 06 38.34493(N)    094 17 23.60665(W) AD(1996.00) c
 AF9579  ELLIP H (02/??/97)  170.97   (m)                       GP(1997.00) c c
 AF9579  ELLIP H (02/??/97)  170.97   (m)                       GP(1996.00) c c
 AF9579
 AF9579.Superseded values are not recommended for survey control.
 AF9579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9579.See file dsdata.txt to determine how the superseded data were derived.
 AF9579
 AF9579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8103275176(NAD 83)
 AF9579_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9579
 AF9579                          STATION DESCRIPTION
 AF9579
 AF9579'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9579'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9579'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9579'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9579'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9579'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6542 ***********************************************************************
 AI6542  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI6542  DESIGNATION -  DEQUEEN 1 CORS L1 PHASE CENTER
 AI6542  CORS_ID     -  DQUA
 AI6542  PID         -  AI6542
 AI6542  STATE/COUNTY-  AR/SEVIER
 AI6542  USGS QUAD   -  DE QUEEN (1966)
 AI6542
 AI6542                         *CURRENT SURVEY CONTROL
 AI6542  ___________________________________________________________________
 AI6542* NAD 83(CORS)-  34 06 38.34513(N)    094 17 23.60662(W)     ADJUSTED  
 AI6542* NAVD 88     -                                                        
 AI6542  ___________________________________________________________________
 AI6542  EPOCH DATE  -        2002.00
 AI6542  X           -    -395,446.903 (meters)                     COMP
 AI6542  Y           -  -5,271,715.660 (meters)                     COMP
 AI6542  Z           -   3,556,711.304 (meters)                     COMP
 AI6542  ELLIP HEIGHT-         171.02  (meters)          (03/??/02) GPS OBS
 AI6542  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AI6542
 AI6542  HORZ ORDER  -  SPECIAL (CORS)
 AI6542  ELLP ORDER  -  SPECIAL (CORS)
 AI6542
 AI6542.ITRF positions are available for this station.
 AI6542.The coordinates were established by GPS observations
 AI6542.and adjusted by the National Geodetic Survey in March 2002..
 AI6542.The coordinates are valid at the epoch date displayed above.
 AI6542.The epoch date for horizontal control is a decimal equivalence
 AI6542.of Year/Month/Day.
 AI6542
 AI6542
 AI6542.The PID for the CORS ARP is AF9579.
 AI6542
 AI6542.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI6542
 AI6542.The ellipsoidal height was determined by GPS observations
 AI6542.and is referenced to NAD 83.
 AI6542
 AI6542.The geoid height was determined by GEOID03.
 AI6542
 AI6542;                    North         East     Units Scale Factor Converg.
 AI6542;SPC AR S     -   562,518.320   188,758.289   MT  0.99991935   -1 16 53.9
 AI6542;SPC AR S     - 1,845,528.85    619,284.49   sFT  0.99991935   -1 16 53.9
 AI6542
 AI6542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6542!SPC AR S     -   0.99997315  x   0.99991935  =   0.99989251
 AI6542
 AI6542                          SUPERSEDED SURVEY CONTROL
 AI6542
 AI6542  NAD 83(CORS)-  34 06 38.34491(N)    094 17 23.60673(W) AD(1997.00) c
 AI6542  ELLIP H (07/??/98)  171.04   (m)                       GP(1997.00) c c
 AI6542  NAD 83(CORS)-  34 06 38.34491(N)    094 17 23.60673(W) AD(1996.00) c
 AI6542  ELLIP H (02/??/97)  171.04   (m)                       GP(1996.00) c c
 AI6542
 AI6542.Superseded values are not recommended for survey control.
 AI6542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6542.See file dsdata.txt to determine how the superseded data were derived.
 AI6542
 AI6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8103275176(NAD 83)
 AI6542_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI6542
 AI6542                          STATION DESCRIPTION
 AI6542
 AI6542'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI6542'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI6542'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI6542'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI6542'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI6542'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0985 ***********************************************************************
 DK0985  DESIGNATION -  DERMOTT
 DK0985  PID         -  DK0985
 DK0985  STATE/COUNTY-  AR/CHICOT
 DK0985  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0985
 DK0985                         *CURRENT SURVEY CONTROL
 DK0985  ___________________________________________________________________
 DK0985* NAD 83(1986)-  33 31 33.     (N)    091 25 59.     (W)     SCALED    
 DK0985* NAVD 88     -        42.72   (+/-2cm)     140.2    (feet)  VERTCON   
 DK0985  ___________________________________________________________________
 DK0985  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK0985
 DK0985  VERT ORDER  -  ? (See Below)
 DK0985
 DK0985.The horizontal coordinates were scaled from a topographic map and have
 DK0985.an estimated accuracy of +/- 6 seconds.
 DK0985
 DK0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0985.The vertical order pertains to the NGVD 29 superseded value.
 DK0985
 DK0985.The geoid height was determined by GEOID03.
 DK0985
 DK0985;                    North         East    Units  Estimated Accuracy
 DK0985;SPC AR S     -   495,440.      452,660.      MT  (+/- 180 meters Scaled)
 DK0985
 DK0985                          SUPERSEDED SURVEY CONTROL
 DK0985
 DK0985  NGVD 29 (??/??/??)   42.840  (m)          140.55   (f) ADJUSTED    ?  
 DK0985
 DK0985.Superseded values are not recommended for survey control.
 DK0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0985.See file dsdata.txt to determine how the superseded data were derived.
 DK0985
 DK0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT455106(NAD 83)
 DK0985_MARKER: P = PIPE CAP
 DK0985_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0985_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0985
 DK0985  HISTORY     - Date     Condition        Report By
 DK0985  HISTORY     - UNK      MONUMENTED       DOD
 DK0985  HISTORY     - 1932     MARK NOT FOUND   CGS
 DK0985
 DK0985                          STATION DESCRIPTION
 DK0985
 DK0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK0985'IN DERMOTT.
 DK0985'THE RAILROAD MENTIONED IN THE DESCRIPTION IS NOW THE MO. PAC. R.R. OLD
 DK0985'INHABITANTS WERE QUESTIONED AND NONE OF THEM REMEMBERED THE LOCATION
 DK0985'OF THE OLD SECTION HOUSE SITUATED WEST OF THE TRACK.  THE RIGHT OF WAY
 DK0985'WEST OF THE TRACK HAS BEEN DITCHED IN A CONSIDERABLE NUMBER OF PLACES
 DK0985'AND THE MARK HAS PROBABLY BEEN DISTURBED.  AT DERMOTT, IN THE
 DK0985'NORTHWEST CORNER OF A YARD TO SECTION HOUSE AND ABOUT 15 METERS WEST
 DK0985'OF THE RAILWAY TRACK, A PIPE-FLANGE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2005 ***********************************************************************
 DK2005  DESIGNATION -  DERMOTT
 DK2005  PID         -  DK2005
 DK2005  STATE/COUNTY-  AR/CHICOT
 DK2005  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK2005
 DK2005                         *CURRENT SURVEY CONTROL
 DK2005  ___________________________________________________________________
 DK2005* NAD 83(1997)-  33 31 21.28598(N)    091 26 19.12340(W)     ADJUSTED  
 DK2005* NAVD 88     -        40.8    (meters)     134.     (feet)  VERTCON   
 DK2005  ___________________________________________________________________
 DK2005  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DK2005  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK2005
 DK2005  HORZ ORDER  -  FIRST
 DK2005
 DK2005.The horizontal coordinates were established by classical geodetic methods
 DK2005.and adjusted by the National Geodetic Survey in September 1999..
 DK2005
 DK2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2005
 DK2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2005
 DK2005.The geoid height was determined by GEOID03.
 DK2005
 DK2005;                    North         East     Units Scale Factor Converg.
 DK2005;SPC AR S     -   495,074.758   452,146.506   MT  0.99995810   +0 18 51.1
 DK2005;SPC AR S     - 1,624,257.77  1,483,417.33   sFT  0.99995810   +0 18 51.1
 DK2005;UTM  15      - 3,710,313.822   644,996.401   MT  0.99985920   +0 51 44.8
 DK2005
 DK2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2005!SPC AR S     -   0.99999769  x   0.99995810  =   0.99995579
 DK2005!UTM  15      -   0.99999769  x   0.99985920  =   0.99985689
 DK2005
 DK2005:                Primary Azimuth Mark                     Grid Az
 DK2005:SPC AR S     -  MCGEHEE ARK P AND L CO TANK              017 39 32.8
 DK2005:UTM  15      -  MCGEHEE ARK P AND L CO TANK              017 06 39.1
 DK2005
 DK2005|---------------------------------------------------------------------|
 DK2005| PID    Reference Object                     Distance      Geod. Az  |
 DK2005|                                                           dddmmss.s |
 DK2005| DK2008 MCGEHEE ARK P AND L CO TANK         APPROX.12.6 KM 0175823.9 |
 DK2005| DK2012 MCGEHEE MO PAC RR SHOPS STACK       APPROX.12.5 KM 0195208.5 |
 DK2005| CY5949 DERMOTT RM 1                         55.952 METERS 01954     |
 DK2005| CY5951 DERMOTT RM 3                                       09439     |
 DK2005| DK2004 DERMOTT MUNICIPAL TANK              APPROX. 0.6 KM 1311742.5 |
 DK2005| CY5948 DERMOTT AZ MK                                      1944355.5 |
 DK2005| CY5950 DERMOTT RM 2                         54.398 METERS 25142     |
 DK2005|---------------------------------------------------------------------|
 DK2005
 DK2005                          SUPERSEDED SURVEY CONTROL
 DK2005
 DK2005  NAD 83(1997)-  33 31 21.29235(N)    091 26 19.11971(W) AD(       ) 1
 DK2005  NAD 83(1986)-  33 31 21.29465(N)    091 26 19.11847(W) AD(       ) 1
 DK2005  NAD 27      -  33 31 20.89100(N)    091 26 18.68100(W) AD(       ) 1
 DK2005  NGVD 29 (07/19/86)   40.9    (m)          134.     (f) VERT ANG       
 DK2005
 DK2005.Superseded values are not recommended for survey control.
 DK2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2005.See file dsdata.txt to determine how the superseded data were derived.
 DK2005
 DK2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4499610314(NAD 83)
 DK2005_MARKER: DS = TRIANGULATION STATION DISK
 DK2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2005
 DK2005  HISTORY     - Date     Condition        Report By
 DK2005  HISTORY     - 1939     MONUMENTED       CGS
 DK2005  HISTORY     - 1965     GOOD             CGS
 DK2005  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK2005
 DK2005                          STATION DESCRIPTION
 DK2005
 DK2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2005'STATION IS LOCATED ON GROUNDS OF DERMOTT PUBLIC SCHOOL, IN THE
 DK2005'S PART OF TOWN.
 DK2005'
 DK2005'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2005'BRONZE DISKS SET IN CONCRETE.
 DK2005'
 DK2005'MARK IS FLUSH WITH THE SURFACE OF THE GROUND, SET IN SE
 DK2005'CORNER OF SCHOOL GROUNDS, 79 FEET S OF SE CORNER OF HOME ECONOMICS
 DK2005'BUILDING, (A ONE STORY BRICK STRUCTURE), 25 FEET N OF N CURB OF
 DK2005'N-S PAVED STREET, 26 FEET W OF W CURB ON N-S STREET.  REACHED FROM
 DK2005'THE JUNCTION OF ARKANSAS 35 AND U.S. HIGHWAY 165 IN DERMOTT,
 DK2005'DRIVE S ON U.S. HIGHWAY 165 FOR 0.15 MILE TO CROSS STREET, THENCE
 DK2005'RIGHT, W, 0.15 MILE TO SE CORNER OF SCHOOL GROUNDS ON RIGHT, N,
 DK2005'SIDE OF STREET AND STATION.
 DK2005'
 DK2005'REFERENCE MARK NO. 2 IS WSW OF STATION 178.47 FEET, SET
 DK2005'FLUSH WITH SURFACE OF GROUND, TWO FEET S OF S CURB OF E-W PAVED
 DK2005'STREET, 84 FEET E OF E CURB OF N-S STREET.  REFERENCE MARK NO. 1
 DK2005'IS NNE OF STATION 183.50 FEET, TWO FEET E OF E CURB OF N-S
 DK2005'PAVED STREET, 198 FEET N OF N CURB OF E-W PAVED STREET,
 DK2005'SET FLUSH WITH SURFACE OF THE GROUND.
 DK2005'
 DK2005'AZIMUTH MARK IS ABOUT 0.25 MILE SSW OF STATION.  FROM STATION, DRIVE
 DK2005'W ON PAVED STREET ONE BLOCK TO CROSS STREET, THENCE S, LEFT,
 DK2005'0.2 MILE TO T-STREET AND GATE DIRECTLY AHEAD.  MARK
 DK2005'PROJECTS ABOUT 10 INCHES.  MARK IS 15 FEET W OF W POST OF GATE AND
 DK2005'FIRE HYDRANT, 40 FEET S OF CENTER LINE OF ROAD, TWO FEET N OF E-W
 DK2005'FENCE LINE.
 DK2005'
 DK2005'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DK2005
 DK2005                          STATION RECOVERY (1965)
 DK2005
 DK2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK2005'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 DK2005'1939 DESCRIPTION OF THE STATION IS ADEQUATE, BUT A NEW
 DK2005'DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.
 DK2005'
 DK2005'STATION IS REACHED FROM THE POST OFFICE IN DERMOTT.  GO
 DK2005'SOUTH ON MAIN STREET FOR 0.1 MILE.  TURN RIGHT AND GO WEST ON
 DK2005'WEST SPEEDWAY STREET (STATE HIGHWAY 35) FOR 0.2 MILE.  TURN LEFT
 DK2005'AND GO SOUTH ON SOUTH SCHOOL STREET FOR 0.15 MILE TO THE
 DK2005'T-INTERSECTION OF SOUTH SCHOOL AND WEST BROADWAY STREETS.
 DK2005'STATION IS ON THE RIGHT, IN THE NORTHWEST ANGLE OF THE
 DK2005'INTERSECTION.
 DK2005'
 DK2005'THE 1939 AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION
 DK2005'MARK, BUT IS VISIBLE FROM THE TOP OF A 103 FOOT SURVEY TOWER.
 DK2005'
 DK2005'A REFERENCE MARK NUMBER 3 WAS ESTABLISHED 0.15 MILE EAST OF THE
 DK2005'STATION.  MARK IS A STANDARD REFERENCE MARK DISK, STAMPED DERMOTT
 DK2005'NO 3 1939, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 DK2005'PROJECTS ABOUT 2 INCHES.  IT IS 18.3 FEET EAST-NORTHEAST OF
 DK2005'A UTILITY POLE, 71.6 FEET EAST-NORTHEAST OF THE NORTHEAST
 DK2005'CORNER OF A RED BRICK CHURCH BUILDING, 16-1/2 FEET SOUTH OF THE
 DK2005'CENTER OF A GRAVELED ROAD (WEST BROADWAY EXTENSION), 2 FEET
 DK2005'SOUTHWEST OF A FENCE CORNER POST AND 2 FEET NORTH-NORTHWEST
 DK2005'OF A METAL WITNESS POST.  MARK IS REACHED FROM THE STATION.
 DK2005'GO EAST ON WEST BROADWAY STREET FOR 0.1 MILE TO THE JUNCTION
 DK2005'WITH SOUTH MAIN STREET.  CONTINUE EAST ON WEST BROADWAY
 DK2005'STREET EXTENSION FOR 0.05 MILE TO MARK ON THE RIGHT.
 DK2005'
 DK2005'AZIMUTH MARK (1939) IS REACHED FROM THE STATION.  GO WEST ON
 DK2005'WEST BROADWAY STREET FOR 0.1 MILE.  TURN LEFT AND GO SOUTH
 DK2005'ON SOUTH NORWOOD STREET FOR 0.2 MILE TO THE T-JUNCTION WITH
 DK2005'WEST GAINES STREET AND MARK ON THE RIGHT AS DESCRIBED.  MARK IS 20
 DK2005'FEET SOUTH OF THE CENTER OF WEST GAINES STREET, 14.7 FEET WEST OF
 DK2005'A FIRE HYDRANT AND 9 FEET WEST OF A UTILITY POLE.
 DK2005'
 DK2005'STATION MARK IS 78.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 DK2005'RED BRICK BUILDING WHICH IS LOCATED IN THE SOUTHEAST CORNER
 DK2005'OF THE DERMOTT PUBLIC SCHOOL GROUNDS, 50 FEET NORTHWEST OF
 DK2005'THE CENTER OF THE WEST BROADWAY AND SOUTH SCHOOL STREETS
 DK2005'INTERSECTION, 42 FEET WEST OF THE CENTER OF SOUTH SCHOOL
 DK2005'STREET AND 39 FEET NORTH OF THE CENTER OF WEST BROADWAY STREET.
 DK2005'
 DK2005'REFERENCE MARK NUMBER 1 IS 11 FEET SOUTH OF THE CENTER OF A
 DK2005'CONCRETE DRIVEWAY, 4.3 FEET NORTHWEST OF THE NORTHWEST SIDE
 DK2005'OF A 5 FOOT (DIAMETER) ELM TREE AND 2 FEET EAST OF THE EAST
 DK2005'CURB OF SCHOOL STREET.
 DK2005'
 DK2005'STATION IS IN THE SOUTHEAST 1/4 OF SECTION 31.  T 13 S.  R 3 W.
 DK2005'
 DK2005'REFERENCE MARK NUMBER 2 IS 104 FEET EAST-SOUTHEAST OF THE CENTER
 DK2005'OF A DRAINAGE MANHOLE COVER WHICH IS IN THE INTERSECTION OF
 DK2005'WEST BROADWAY AND SOUTH NORWOOD STREETS, 42.5 FEET NORTH
 DK2005'OF THE NORTHWEST CORNER OF THE DERMOTT ELEMENTARY SCHOOL
 DK2005'BUILDING (BUILDING IS CONSTRUCTED OF LIGHT COLORED BRICK) AND
 DK2005'MARK IS 2.1 FEET SOUTH OF THE SOUTH CURB OF WEST BROADWAY
 DK2005'STREET.
 DK2005'
 DK2005'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 DK2005
 DK2005                          STATION RECOVERY (1978)
 DK2005
 DK2005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JHS)
 DK2005'PUBLIC SCHOOL IN DESCRIPTION HAS BEEN REMOVED AND NO
 DK2005'EVIDENCE WAS FOUND OF STATION MARK OR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2004 ***********************************************************************
 DK2004  DESIGNATION -  DERMOTT MUNICIPAL TANK
 DK2004  PID         -  DK2004
 DK2004  STATE/COUNTY-  AR/CHICOT
 DK2004  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK2004
 DK2004                         *CURRENT SURVEY CONTROL
 DK2004  ___________________________________________________________________
 DK2004* NAD 83(1997)-  33 31 08.13950(N)    091 26 01.25530(W)     ADJUSTED  
 DK2004* NAVD 88     -                                                        
 DK2004  ___________________________________________________________________
 DK2004  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DK2004  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK2004
 DK2004  HORZ ORDER  -  THIRD
 DK2004
 DK2004.The horizontal coordinates were established by classical geodetic methods
 DK2004.and adjusted by the National Geodetic Survey in September 1999..
 DK2004
 DK2004
 DK2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2004
 DK2004.The geoid height was determined by GEOID03.
 DK2004
 DK2004;                    North         East     Units Scale Factor Converg.
 DK2004;SPC AR S     -   494,672.286   452,609.808   MT  0.99995867   +0 19 01.1
 DK2004;SPC AR S     - 1,622,937.32  1,484,937.35   sFT  0.99995867   +0 19 01.1
 DK2004;UTM  15      - 3,709,915.840   645,463.487   MT  0.99986087   +0 51 54.3
 DK2004
 DK2004                          SUPERSEDED SURVEY CONTROL
 DK2004
 DK2004  NAD 83(1997)-  33 31 08.14575(N)    091 26 01.25160(W) AD(       ) 4
 DK2004  NAD 83(1986)-  33 31 08.14814(N)    091 26 01.25034(W) AD(       ) 4
 DK2004  NAD 27      -  33 31 07.74500(N)    091 26 00.81300(W) AD(       ) 3
 DK2004
 DK2004.Superseded values are not recommended for survey control.
 DK2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2004.See file dsdata.txt to determine how the superseded data were derived.
 DK2004
 DK2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4546309916(NAD 83)
 DK2004_MARKER: 51 = TANK
 DK2004
 DK2004  HISTORY     - Date     Condition        Report By
 DK2004  HISTORY     - 1938     FIRST OBSERVED   CGS
 DK2004
 DK2004                          STATION DESCRIPTION
 DK2004
 DK2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 DK2004'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK IN
 DK2004'DERMOTT.  STEEL, SILVER PAINTED, ABOUT 90 FEET HIGH.  LOCATED
 DK2004'IN SE PART OF TOWN.
 DK2004'
 DK2004'OBSERVED UPON FROM TRIANGULATION STATIONS DERMOTT, POLK,
 DK2004'AND MC GEHEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1959 ***********************************************************************
 EJ1959  DESIGNATION -  DEROCHE
 EJ1959  PID         -  EJ1959
 EJ1959  STATE/COUNTY-  AR/HOT SPRING
 EJ1959  USGS QUAD   -  DE ROCHE (1966)
 EJ1959
 EJ1959                         *CURRENT SURVEY CONTROL
 EJ1959  ___________________________________________________________________
 EJ1959* NAD 83(1997)-  34 22 20.54100(N)    093 02 51.86684(W)     ADJUSTED  
 EJ1959* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 EJ1959  ___________________________________________________________________
 EJ1959  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 EJ1959  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EJ1959
 EJ1959  HORZ ORDER  -  SECOND
 EJ1959
 EJ1959.The horizontal coordinates were established by classical geodetic methods
 EJ1959.and adjusted by the National Geodetic Survey in September 1999..
 EJ1959
 EJ1959.The orthometric height was scaled from a topographic map.
 EJ1959
 EJ1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1959
 EJ1959.The geoid height was determined by GEOID03.
 EJ1959
 EJ1959;                    North         East     Units Scale Factor Converg.
 EJ1959;SPC AR S     -   589,678.473   303,636.971   MT  0.99993581   -0 35 11.1
 EJ1959;SPC AR S     - 1,934,636.79    996,182.30   sFT  0.99993581   -0 35 11.1
 EJ1959;UTM  15      - 3,803,446.188   495,610.572   MT  0.99960024   -0 01 37.0
 EJ1959
 EJ1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1959!SPC AR S     -   0.99995808  x   0.99993581  =   0.99989390
 EJ1959!UTM  15      -   0.99995808  x   0.99960024  =   0.99955834
 EJ1959
 EJ1959:                Primary Azimuth Mark                     Grid Az
 EJ1959:SPC AR S     -  BALD                                     030 21 36.6
 EJ1959:UTM  15      -  BALD                                     029 48 02.5
 EJ1959
 EJ1959|---------------------------------------------------------------------|
 EJ1959| PID    Reference Object                     Distance      Geod. Az  |
 EJ1959|                                                           dddmmss.s |
 EJ1959| EJ1869 BALD                                APPROX.14.1 KM 0294625.5 |
 EJ1959| CX5726 DEROCHE RM 1                         21.074 METERS 07001     |
 EJ1959| EJ1960 JACK MOUNTAIN RAD STA KEO 70        198.243 METERS 08850     |
 EJ1959| CX5727 DEROCHE RM 2                         18.468 METERS 32156     |
 EJ1959| EJ1955 AIRPORT BN HOT SPRINGS MEM FLD      APPROX.13.0 KM 3400846.2 |
 EJ1959| EJ1950 HOT SPRINGS OAKLAWN PARK CUP        APPROX.12.4 KM 3551007.8 |
 EJ1959|---------------------------------------------------------------------|
 EJ1959
 EJ1959                          SUPERSEDED SURVEY CONTROL
 EJ1959
 EJ1959  NAD 83(1986)-  34 22 20.55150(N)    093 02 51.85872(W) AD(       ) 2
 EJ1959  NAD 27      -  34 22 20.22977(N)    093 02 51.22036(W) AD(       ) 2
 EJ1959
 EJ1959.Superseded values are not recommended for survey control.
 EJ1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1959.See file dsdata.txt to determine how the superseded data were derived.
 EJ1959
 EJ1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9561103446(NAD 83)
 EJ1959_MARKER: DD = SURVEY DISK
 EJ1959_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EJ1959_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EJ1959
 EJ1959  HISTORY     - Date     Condition        Report By
 EJ1959  HISTORY     - 1964     MONUMENTED       CGS
 EJ1959  HISTORY     - 19980425 GOOD             USPSQD
 EJ1959
 EJ1959                          STATION DESCRIPTION
 EJ1959
 EJ1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1959'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF HOT SPRINGS,
 EJ1959'14 MILES WEST OF MALVERN ON A LONG EAST-WEST RIDGE IN THE
 EJ1959'WEST CENTER OF THE NORTHWEST 1/4 SEC. 21, T 4 S, R 19 W, IN
 EJ1959'DEROCHE TOWNSHIP.  IT IS A STANDARD USC AND GS STATION MARK
 EJ1959'DISK CEMENTED IN THE TOP OF A 6 INCH ORANGEBERG PIPE FILLED
 EJ1959'WITH CONCRETE THAT PROJECTS 10 INCHES.  IT IS 17 FEET SOUTH
 EJ1959'OF A 10 INCH OAK TREE, 5 FEET NORTHEAST OF A WITNESS POST
 EJ1959'AND ABOUT 300 FEET SOUTH OF A GRAVELED ROAD.  THE DISK IS
 EJ1959'STAMPED DEROCHE 1963.
 EJ1959'
 EJ1959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EJ1959'67 AND 270 IN MALVERN, GO NORTH ON U.S. HIGHWAY 270 FOR 2.25
 EJ1959'MILES TO THE JUNCTION OF STATE HIGHWAYS 84 AND 171.  TURN
 EJ1959'LEFT AND GO WEST ON HIGHWAY 84 AND 171 FOR 0.9 MILE TO A FORK.
 EJ1959'CONTINUE TO THE LEFT, SOUTHWEST, ON HIGHWAY 84 FOR 5.85
 EJ1959'MILES TO WHERE HIGHWAY 84 TURNS SHARP RIGHT.  TURN RIGHT
 EJ1959'AND CONTINUE NORTHERLY ON HIGHWAY 84 FOR 7.95 MILES TO A
 EJ1959'SIDE ROAD RIGHT AND TROY PRINCE GROCERY ON THE RIGHT.  TURN
 EJ1959'RIGHT AND GO NORTH FOR 2.1 MILES TO A ROAD FORK.  KEEP LEFT
 EJ1959'FORK AND CONTINUE NORTHERLY FOR 1.4 MILES TO A ROAD FORK.  KEEP
 EJ1959'RIGHT FORK AND CONTINUE NORTHERLY FOR 0.5 MILE UP STEEP GRADE
 EJ1959'TO A POINT WHERE THE STATION IS ABOUT 300 FEET SOUTH OF THE
 EJ1959'GRAVELED ROAD ON THE HIGHEST POINT.
 EJ1959'
 EJ1959'REFERENCE MARK 1 IS A STANDARD USC AND GS REFERENCE MARK
 EJ1959'DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT
 EJ1959'PROJECTS 10 INCHES.  IT IS 7 FEET SOUTH OF A 14 INCH OAK
 EJ1959'TREE AND 33 FEET NORTHEAST OF A 20 INCH OAK TREE.  THE DISK
 EJ1959'IS STAMPED DEROCHE NO 1 1963.
 EJ1959'
 EJ1959'REFERENCE MARK 2 IS A STANDARD USC AND GS REFERENCE MARK
 EJ1959'DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT
 EJ1959'PROJECTS 6 INCHES.  IT IS 62 FEET NORTHWEST OF THE WITNESS
 EJ1959'POST AND 13 FEET SOUTHEAST OF A 10 INCH OAK TREE.  THE DISK
 EJ1959'IS STAMPED DEROCHE NO 2 1963.
 EJ1959'
 EJ1959'STATION BALD CAN BE USED AS AN AZIMUTH.
 EJ1959'
 EJ1959'NO MEASUREMENT BETWEEN RMS BECAUSE OF UNDERGROWTH.
 EJ1959'
 EJ1959'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EJ1959
 EJ1959                          STATION RECOVERY (1998)
 EJ1959
 EJ1959'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1940 ***********************************************************************
 EH1940  HT_MOD      -  This is a Height Modernization Survey Station.
 EH1940  DESIGNATION -  DES ARC
 EH1940  PID         -  EH1940
 EH1940  STATE/COUNTY-  AR/PRAIRIE
 EH1940  USGS QUAD   -  DES ARC WEST (1994)
 EH1940
 EH1940                         *CURRENT SURVEY CONTROL
 EH1940  ___________________________________________________________________
 EH1940* NAD 83(1997)-  34 58 30.70821(N)    091 31 24.82689(W)     ADJUSTED  
 EH1940* NAVD 88     -        63.60   (meters)     208.7    (feet)  GPS OBS   
 EH1940  ___________________________________________________________________
 EH1940  X           -    -139,109.636 (meters)                     COMP
 EH1940  Y           -  -5,230,184.899 (meters)                     COMP
 EH1940  Z           -   3,635,633.437 (meters)                     COMP
 EH1940  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EH1940  ELLIP HEIGHT-          36.49  (meters)          (04/05/04) GPS OBS
 EH1940  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH1940  DYNAMIC HT  -          63.54  (meters)     208.5   (feet)  COMP
 EH1940  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 EH1940
 EH1940  HORZ ORDER  -  B
 EH1940  VERT ORDER  -  THIRD (See Below)
 EH1940  ELLP ORDER  -  FOURTH    CLASS I
 EH1940
 EH1940.The horizontal coordinates were established by GPS observations
 EH1940.and adjusted by the National Geodetic Survey in April 2004..
 EH1940
 EH1940.The orthometric height was determined by GPS observations and a
 EH1940.high-resolution geoid model using precise GPS observation and
 EH1940.processing techniques. It supersedes the leveled height previously
 EH1940.determined for this station.
 EH1940.The vertical order pertains to the first NAVD 88 superseded value.
 EH1940
 EH1940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1940
 EH1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1940
 EH1940.The ellipsoidal height was determined by GPS observations
 EH1940.and is referenced to NAD 83.
 EH1940
 EH1940.The geoid height was determined by GEOID03.
 EH1940
 EH1940.The dynamic height is computed by dividing the NAVD 88
 EH1940.geopotential number by the normal gravity value computed on the
 EH1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1940.degrees latitude (g = 980.6199 gals.).
 EH1940
 EH1940.The modeled gravity was interpolated from observed gravity values.
 EH1940
 EH1940;                    North         East     Units Scale Factor Converg.
 EH1940;SPC AR S     -   656,159.673   443,508.336   MT  1.00005317   +0 15 60.0
 EH1940;SPC AR S     - 2,152,750.53  1,455,076.93   sFT  1.00005317   +0 15 60.0
 EH1940;SPC AR N     -    71,315.004   443,505.663   MT  0.99999203   +0 16 38.1
 EH1940;SPC AR N     -   233,972.64  1,455,068.16   sFT  0.99999203   +0 16 38.1
 EH1940;UTM  15      - 3,871,287.990   634,773.116   MT  0.99982386   +0 50 47.2
 EH1940
 EH1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1940!SPC AR S     -   0.99999427  x   1.00005317  =   1.00004744
 EH1940!SPC AR N     -   0.99999427  x   0.99999203  =   0.99998630
 EH1940!UTM  15      -   0.99999427  x   0.99982386  =   0.99981813
 EH1940
 EH1940|---------------------------------------------------------------------|
 EH1940| PID    Reference Object                     Distance      Geod. Az  |
 EH1940|                                                           dddmmss.s |
 EH1940| EH1939 DES ARC RM 1                         30.718 METERS 04346     |
 EH1940| EH3046 DES ARC ARK RICE GROWERS ELEV       APPROX. 1.4 KM 0450406.1 |
 EH1940| EH1941 DES ARC AZ MK                                      0501311.3 |
 EH1940| EH2940 DES ARC MUNICIPAL TANK              APPROX. 2.5 KM 0833343.6 |
 EH1940| EH1938 DES ARC RM 2                         25.909 METERS 35111     |
 EH1940|---------------------------------------------------------------------|
 EH1940
 EH1940                          SUPERSEDED SURVEY CONTROL
 EH1940
 EH1940  NAD 83(1997)-  34 58 30.70681(N)    091 31 24.82617(W) AD(       ) 2
 EH1940  NAD 83(1986)-  34 58 30.71297(N)    091 31 24.82266(W) AD(       ) 2
 EH1940  NAD 27      -  34 58 30.38562(N)    091 31 24.35114(W) AD(       ) 2
 EH1940  NAVD 88 (06/15/91)   63.668  (m)          208.88   (f) ADJUSTED    1 2
 EH1940  NGVD 29 (??/??/??)   63.664  (m)          208.87   (f) ADJUSTED    1 2
 EH1940
 EH1940.Superseded values are not recommended for survey control.
 EH1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1940.See file dsdata.txt to determine how the superseded data were derived.
 EH1940
 EH1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3477371288(NAD 83)
 EH1940_MARKER: DS = TRIANGULATION STATION DISK
 EH1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1940_STAMPING: DES ARC 1954
 EH1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1940+STABILITY: SURFACE MOTION
 EH1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1940+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002
 EH1940
 EH1940  HISTORY     - Date     Condition        Report By
 EH1940  HISTORY     - 1954     MONUMENTED       CGS
 EH1940  HISTORY     - 1967     GOOD             CGS
 EH1940  HISTORY     - 1967     GOOD             CGS
 EH1940  HISTORY     - 20020330 GOOD             USACE
 EH1940
 EH1940                          STATION DESCRIPTION
 EH1940
 EH1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH1940'THE STATION IS IN SECTION 15, T 4 N, R 5 W, ABOUT 2 MILES
 EH1940'WEST OF DES ARC, 0.15 MILES SOUTH OF STATE HIGHWAY 38 AND
 EH1940'ON LAND OWNED BY MR. G.W. WEATHERLY.  IT IS 25 FEET NORTHEAST
 EH1940'OF THE NORTHEAST CORNER OF A GRANARY, 12 FEET WEST-NORTHWEST
 EH1940'OF A WITNESS POST AND 12.5 FEET WEST-NORTHWEST OF A WIRE
 EH1940'FENCE.
 EH1940'
 EH1940'TO REACH THE STATION FROM THE RAILROAD STATION IN DES ARC, GO
 EH1940'WEST ON STATE HIGHWAY 38 FOR 1.65 MILES TO THE AZIMUTH MARK
 EH1940'ON THE RIGHT AS DESCRIBED BELOW, CONTINUE ON THE HIGHWAY
 EH1940'FOR 0.15 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT (SOUTH)
 EH1940'AND GO FOR 0.15 MILE TO A FARMHOUSE AND THE STATION AS DESCRIBED.
 EH1940'
 EH1940'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 EH1940'DES ARC 1954.
 EH1940'
 EH1940'REFERENCE MARK 1 IS 13 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 EH1940'CORNER OF THE BARN, AND 1 FOOT WEST OF A WIRE FENCE.  THE
 EH1940'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DES ARC NO 1
 EH1940'1954.
 EH1940'
 EH1940'REFERENCE MARK 2 IS 52 FEET WEST OF THE SOUTHWEST CORNER OF
 EH1940'THE BARN AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECT
 EH1940'1-INCH AND THE DISK IS STAMPED DES ARC NO 2 1954.
 EH1940'
 EH1940'THE AZIMUTH MARK IS 42 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 EH1940'27 FEET EAST-SOUTHEAST OF AN 18-INCH OAK TREE, 12 FEET EAST
 EH1940'OF THE CENTER OF A FIELD ENTRANCE, 3 FEET NORTHWEST OF A
 EH1940'4 IN X 4 IN WITNESS POST AND 1 FOOT WEST OF A TELEPHONE
 EH1940'POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 EH1940'DES ARC 1954.
 EH1940'
 EH1940'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH1940
 EH1940                          STATION RECOVERY (1967)
 EH1940
 EH1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH1940'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EH1940'DUE TO ROAD CHANGED FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH1940'
 EH1940'STATION IS LOCATED IN SECTION 15, T 4 N, R 5 W, ABOUT 2 MILES
 EH1940'WEST OF DES ARC, 0.15 MILE SOUTH OF STATE HIGHWAY 38 AND IN
 EH1940'THE BARN LOT OF MR. G.W. WEATHERLY.
 EH1940'
 EH1940'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 11 IN
 EH1940'THE WEST EDGE OF DES ARC, GO WEST ON STATE HIGHWAY 38 FOR
 EH1940'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EH1940'AHEAD AND GO WEST ON THE HIGHWAY FOR 0.15 MILE TO A DRIVEWAY
 EH1940'ON THE LEFT.  TURN LEFT AND GO SOUTH ON DRIVEWAY FOR 0.1 MILE
 EH1940'TO A GATE JUST WEST OF THE HOME OF MR. G.W. WEATHERLY.  PASS
 EH1940'THROUGH THE GATE AND GO SOUTH FOR 0.05 MILE TO THE STATION ON
 EH1940'THE LEFT IN THE BARN LOT.
 EH1940'
 EH1940'STATION MARK IS A STANDARD DISK, STAMPED DES ARC 1954, SET
 EH1940'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 EH1940'IT IS 25.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD
 EH1940'GRAINERY, 31 FEET EAST OF A FENCE.
 EH1940'
 EH1940'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DES ARC NO 1
 EH1940'1954, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 EH1940'GROUND SURFACE.  IT IS 300 FEET SOUTH OF MR. WEATHERLYS
 EH1940'HOUSE, 14 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HAY
 EH1940'SHED AND 1 FOOT NORTHWEST OF A FENCE.
 EH1940'
 EH1940'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DES ARC NO 2 1954,
 EH1940'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 EH1940'IT IS 42 FEET WEST OF THE SOUTHWEST CORNER OF THE HAY SHED,
 EH1940'10 FEET SOUTHEAST OF A FENCE AND ABOUT 2 FEET LOWER THAN THE
 EH1940'STATION.
 EH1940'
 EH1940'AZIMUTH MARK IS A STANDARD DISK, STAMPED DES ARC 1954, SET IN
 EH1940'THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS
 EH1940'118 YARDS WEST OF A BRICK HOUSE, 40 FEET NORTH OF THE CENTER
 EH1940'OF STATE HIGHWAY 38, 1 FOOT WEST OF TELEPHONE POLE NUMBER 540
 EH1940'AND 1 FOOT EAST OF A METAL WITNESS POST.
 EH1940
 EH1940                          STATION RECOVERY (1967)
 EH1940
 EH1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH1940'1.65 MI W FROM DES ARC.
 EH1940'IT IS 0.3 MILE WEST ALONG STATE HIGHWAYS 11 AND 38 FROM THEIR JUNCTION
 EH1940'IN THE WEST EDGE OF DES ARC, THENCE 0.1 MILE SOUTH ALONG A PRIVATE
 EH1940'DRIVEWAY, 25.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD
 EH1940'GRAINERY, 31 FEET EAST OF A FENCE AND SET IN THE TOP OF A ROUND
 EH1940'CONCRETE POST FLUSH WITH THE GROUND.
 EH1940
 EH1940                          STATION RECOVERY (2002)
 EH1940
 EH1940'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1940'THE STATION IS 60' S. OF POWERPOLE, 87' N OF WHITE GATE AND SURVEY RD.
 EH1940'STREET SIGN, SE OF 50 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3046 ***********************************************************************
 EH3046  DESIGNATION -  DES ARC ARK RICE GROWERS ELEV
 EH3046  PID         -  EH3046
 EH3046  STATE/COUNTY-  AR/PRAIRIE
 EH3046  USGS QUAD   -  DES ARC WEST (1994)
 EH3046
 EH3046                         *CURRENT SURVEY CONTROL
 EH3046  ___________________________________________________________________
 EH3046* NAD 83(1997)-  34 59 01.91740(N)    091 30 46.81399(W)     ADJUSTED  
 EH3046* NAVD 88     -                                                        
 EH3046  ___________________________________________________________________
 EH3046  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 EH3046  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EH3046
 EH3046  HORZ ORDER  -  THIRD
 EH3046
 EH3046.The horizontal coordinates were established by classical geodetic methods
 EH3046.and adjusted by the National Geodetic Survey in September 1999..
 EH3046
 EH3046
 EH3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3046
 EH3046.The geoid height was determined by GEOID03.
 EH3046
 EH3046;                    North         East     Units Scale Factor Converg.
 EH3046;SPC AR S     -   657,126.017   444,468.016   MT  1.00005567   +0 16 21.2
 EH3046;SPC AR S     - 2,155,920.94  1,458,225.48   sFT  1.00005567   +0 16 21.2
 EH3046;SPC AR N     -    72,281.466   444,465.102   MT  0.99999045   +0 17 00.2
 EH3046;SPC AR N     -   237,143.44  1,458,215.92   sFT  0.99999045   +0 17 00.2
 EH3046;UTM  15      - 3,872,263.775   635,722.749   MT  0.99982703   +0 51 09.7
 EH3046
 EH3046                          SUPERSEDED SURVEY CONTROL
 EH3046
 EH3046  NAD 83(1986)-  34 59 01.92455(N)    091 30 46.80968(W) AD(       ) 4
 EH3046  NAD 27      -  34 59 01.59651(N)    091 30 46.34892(W) AD(       ) 3
 EH3046
 EH3046.Superseded values are not recommended for survey control.
 EH3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3046.See file dsdata.txt to determine how the superseded data were derived.
 EH3046
 EH3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3572372264(NAD 83)
 EH3046_MARKER: 65 = GRAIN ELEVATOR
 EH3046
 EH3046  HISTORY     - Date     Condition        Report By
 EH3046  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH3046
 EH3046                          STATION DESCRIPTION
 EH3046
 EH3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH3046'THE STATION IS LOCATED ABOUT 1 MILE WEST AND 1/2 MILE NORTH
 EH3046'OF DES ARC AND 0.2 MILE WEST OF STATE HIGHWAY 11.  IT IS
 EH3046'A CONCRETE STRUCTURE HAVING TWO HEAD HOUSES ON TOP.  THE
 EH3046'HIGHEST OF THE TWO WHICH IS ABOUT 160 FEET HIGH WAS THE
 EH3046'POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1941 ***********************************************************************
 EH1941  DESIGNATION -  DES ARC AZ MK
 EH1941  PID         -  EH1941
 EH1941  STATE/COUNTY-  AR/PRAIRIE
 EH1941  USGS QUAD   -  DES ARC WEST (1994)
 EH1941
 EH1941                         *CURRENT SURVEY CONTROL
 EH1941  ___________________________________________________________________
 EH1941* NAD 83(1986)-  34 58 39.     (N)    091 31 17.     (W)     SCALED    
 EH1941* NAVD 88     -        63.824  (meters)     209.40   (feet)  ADJUSTED  
 EH1941  ___________________________________________________________________
 EH1941  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH1941  DYNAMIC HT  -          63.765 (meters)     209.20  (feet)  COMP
 EH1941  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 EH1941
 EH1941  VERT ORDER  -  FIRST     CLASS II
 EH1941
 EH1941.The horizontal coordinates were scaled from a topographic map and have
 EH1941.an estimated accuracy of +/- 6 seconds.
 EH1941
 EH1941.The orthometric height was determined by differential leveling
 EH1941.and adjusted by the National Geodetic Survey in June 1991..
 EH1941
 EH1941.The geoid height was determined by GEOID03.
 EH1941
 EH1941.The dynamic height is computed by dividing the NAVD 88
 EH1941.geopotential number by the normal gravity value computed on the
 EH1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1941.degrees latitude (g = 980.6199 gals.).
 EH1941
 EH1941.The modeled gravity was interpolated from observed gravity values.
 EH1941
 EH1941;                    North         East    Units  Estimated Accuracy
 EH1941;SPC AR S     -   656,420.      443,710.      MT  (+/- 180 meters Scaled)
 EH1941
 EH1941                          SUPERSEDED SURVEY CONTROL
 EH1941
 EH1941  NGVD 29 (??/??/??)   63.820  (m)          209.38   (f) ADJUSTED    1 2
 EH1941
 EH1941.Superseded values are not recommended for survey control.
 EH1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1941.See file dsdata.txt to determine how the superseded data were derived.
 EH1941
 EH1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU349715(NAD 83)
 EH1941_MARKER: DZ = AZIMUTH MARK DISK
 EH1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1941_STAMPING: DES ARC 1954
 EH1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1941+STABILITY: SURFACE MOTION
 EH1941
 EH1941  HISTORY     - Date     Condition        Report By
 EH1941  HISTORY     - 1954     MONUMENTED       CGS
 EH1941  HISTORY     - 1967     GOOD             CGS
 EH1941
 EH1941                          STATION DESCRIPTION
 EH1941
 EH1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1941'1.4 MI W FROM DES ARC.
 EH1941'IT IS 0.3 MILE WEST ALONG STATE HIGHWAYS 11 AND 38 FROM THEIR JUNCTION
 EH1941'IN THE WEST EDGE OF DES ARC, 118 YARDS WEST OF A BRICK HOUSE, 40 FEET
 EH1941'NORTH OF THE HIGHWAY, 1 FOOT WEST OF TELEPHONE POLE NUMBER 540, 1 FOOT
 EH1941'SOUTH OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST. SET IN THE
 EH1941'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2940 ***********************************************************************
 EH2940  DESIGNATION -  DES ARC MUNICIPAL TANK
 EH2940  PID         -  EH2940
 EH2940  STATE/COUNTY-  AR/PRAIRIE
 EH2940  USGS QUAD   -  DES ARC EAST (1968)
 EH2940
 EH2940                         *CURRENT SURVEY CONTROL
 EH2940  ___________________________________________________________________
 EH2940* NAD 83(1997)-  34 58 39.64242(N)    091 29 48.51618(W)     ADJUSTED  
 EH2940* NAVD 88     -                                                        
 EH2940  ___________________________________________________________________
 EH2940  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EH2940  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH2940
 EH2940  HORZ ORDER  -  THIRD
 EH2940
 EH2940.The horizontal coordinates were established by classical geodetic methods
 EH2940.and adjusted by the National Geodetic Survey in September 1999..
 EH2940
 EH2940
 EH2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2940
 EH2940.The geoid height was determined by GEOID03.
 EH2940
 EH2940;                    North         East     Units Scale Factor Converg.
 EH2940;SPC AR S     -   656,446.697   445,950.051   MT  1.00005388   +0 16 53.9
 EH2940;SPC AR S     - 2,153,692.21  1,463,087.79   sFT  1.00005388   +0 16 53.9
 EH2940;SPC AR N     -    71,602.474   445,947.173   MT  0.99999158   +0 17 34.1
 EH2940;SPC AR N     -   234,915.78  1,463,078.35   sFT  0.99999158   +0 17 34.1
 EH2940;UTM  15      - 3,871,599.646   637,211.251   MT  0.99983204   +0 51 42.7
 EH2940
 EH2940                          SUPERSEDED SURVEY CONTROL
 EH2940
 EH2940  NAD 83(1986)-  34 58 39.64887(N)    091 29 48.51172(W) AD(       ) 4
 EH2940  NAD 27      -  34 58 39.32000(N)    091 29 48.04500(W) AD(       ) 3
 EH2940
 EH2940.Superseded values are not recommended for survey control.
 EH2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2940.See file dsdata.txt to determine how the superseded data were derived.
 EH2940
 EH2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3721171600(NAD 83)
 EH2940_MARKER: 53 = ELEVATED TANK
 EH2940
 EH2940  HISTORY     - Date     Condition        Report By
 EH2940  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH2940
 EH2940                          STATION DESCRIPTION
 EH2940
 EH2940'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH2940'THE STATION IS LOCATED IN THE TOWN OF DES ARC.  IT IS AN
 EH2940'ELEVATED TANK ABOUT 125 HIGH,ALUMINUM PAINTED.  THE POINT OBSERVED
 EH2940'ON WAS THE APEX OF OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1939 ***********************************************************************
 EH1939  DESIGNATION -  DES ARC RM 1
 EH1939  PID         -  EH1939
 EH1939  STATE/COUNTY-  AR/PRAIRIE
 EH1939  USGS QUAD   -  DES ARC WEST (1994)
 EH1939
 EH1939                         *CURRENT SURVEY CONTROL
 EH1939  ___________________________________________________________________
 EH1939* NAD 83(1986)-  34 58 31.     (N)    091 31 24.     (W)     SCALED    
 EH1939* NAVD 88     -        63.546  (meters)     208.48   (feet)  ADJUSTED  
 EH1939  ___________________________________________________________________
 EH1939  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH1939  DYNAMIC HT  -          63.487 (meters)     208.29  (feet)  COMP
 EH1939  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 EH1939
 EH1939  VERT ORDER  -  FIRST     CLASS II
 EH1939
 EH1939.The horizontal coordinates were scaled from a topographic map and have
 EH1939.an estimated accuracy of +/- 6 seconds.
 EH1939
 EH1939.The orthometric height was determined by differential leveling
 EH1939.and adjusted by the National Geodetic Survey in June 1991..
 EH1939
 EH1939.The geoid height was determined by GEOID03.
 EH1939
 EH1939.The dynamic height is computed by dividing the NAVD 88
 EH1939.geopotential number by the normal gravity value computed on the
 EH1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1939.degrees latitude (g = 980.6199 gals.).
 EH1939
 EH1939.The modeled gravity was interpolated from observed gravity values.
 EH1939
 EH1939;                    North         East    Units  Estimated Accuracy
 EH1939;SPC AR S     -   656,170.      443,530.      MT  (+/- 180 meters Scaled)
 EH1939
 EH1939                          SUPERSEDED SURVEY CONTROL
 EH1939
 EH1939  NGVD 29 (??/??/??)   63.542  (m)          208.47   (f) ADJUSTED    1 2
 EH1939
 EH1939.Superseded values are not recommended for survey control.
 EH1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1939.See file dsdata.txt to determine how the superseded data were derived.
 EH1939
 EH1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU347712(NAD 83)
 EH1939_MARKER: DR = REFERENCE MARK DISK
 EH1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1939_STAMPING: DES ARC NO 1 1954
 EH1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1939+STABILITY: SURFACE MOTION
 EH1939
 EH1939  HISTORY     - Date     Condition        Report By
 EH1939  HISTORY     - 1954     MONUMENTED       CGS
 EH1939  HISTORY     - 1967     GOOD             CGS
 EH1939
 EH1939                          STATION DESCRIPTION
 EH1939
 EH1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1939'1.65 MI W FROM DES ARC.
 EH1939'IT IS 0.3 MILE WEST ALONG STATE HIGHWAYS 11 AND 38 FROM THEIR JUNCTION
 EH1939'IN THE WEST EDGE OF DES ARC, THENCE 0.1 MILE SOUTH ALONG A PRIVATE
 EH1939'DRIVEWAY, 300 FEET SOUTH OF MR. G. W. WEATHERLYS HOUSE, 14 FEET
 EH1939'SOUTHEAST OF THE SOUTHEAST CORNER OF A HAY SHED AND 1 FOOT NORTHWEST
 EH1939'OF A FENCE.  IT IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 EH1939'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1938 ***********************************************************************
 EH1938  DESIGNATION -  DES ARC RM 2
 EH1938  PID         -  EH1938
 EH1938  STATE/COUNTY-  AR/PRAIRIE
 EH1938  USGS QUAD   -  DES ARC WEST (1994)
 EH1938
 EH1938                         *CURRENT SURVEY CONTROL
 EH1938  ___________________________________________________________________
 EH1938* NAD 83(1986)-  34 58 30.     (N)    091 31 23.     (W)     SCALED    
 EH1938* NAVD 88     -        63.423  (meters)     208.08   (feet)  ADJUSTED  
 EH1938  ___________________________________________________________________
 EH1938  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH1938  DYNAMIC HT  -          63.365 (meters)     207.89  (feet)  COMP
 EH1938  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 EH1938
 EH1938  VERT ORDER  -  FIRST     CLASS II
 EH1938
 EH1938.The horizontal coordinates were scaled from a topographic map and have
 EH1938.an estimated accuracy of +/- 6 seconds.
 EH1938
 EH1938.The orthometric height was determined by differential leveling
 EH1938.and adjusted by the National Geodetic Survey in June 1991..
 EH1938
 EH1938.The geoid height was determined by GEOID03.
 EH1938
 EH1938.The dynamic height is computed by dividing the NAVD 88
 EH1938.geopotential number by the normal gravity value computed on the
 EH1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1938.degrees latitude (g = 980.6199 gals.).
 EH1938
 EH1938.The modeled gravity was interpolated from observed gravity values.
 EH1938
 EH1938;                    North         East    Units  Estimated Accuracy
 EH1938;SPC AR S     -   656,140.      443,560.      MT  (+/- 180 meters Scaled)
 EH1938
 EH1938                          SUPERSEDED SURVEY CONTROL
 EH1938
 EH1938  NGVD 29 (??/??/??)   63.420  (m)          208.07   (f) ADJUSTED    1 2
 EH1938
 EH1938.Superseded values are not recommended for survey control.
 EH1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1938.See file dsdata.txt to determine how the superseded data were derived.
 EH1938
 EH1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU348712(NAD 83)
 EH1938_MARKER: DR = REFERENCE MARK DISK
 EH1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1938_STAMPING: DES ARC NO 2 1954
 EH1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1938+STABILITY: SURFACE MOTION
 EH1938
 EH1938  HISTORY     - Date     Condition        Report By
 EH1938  HISTORY     - 1954     MONUMENTED       CGS
 EH1938  HISTORY     - 1967     GOOD             CGS
 EH1938
 EH1938                          STATION DESCRIPTION
 EH1938
 EH1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1938'1.65 MI W FROM DES ARC.
 EH1938'IT IS 0.3 MILE WEST ALONG STATE HIGHWAYS 11 AND 38 FROM THEIR JUNCTION
 EH1938'IN THE WEST EDGE OF DES ARC, THENCE SOUTH 0.1 MILE ALONG A DRIVEWAY,
 EH1938'42 FEET WEST OF THE SOUTHWEST CORNER OF A HAY SHED, 10 FEET SOUTHEAST
 EH1938'OF A FENCE AND SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 EH1938'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0976 ***********************************************************************
 DK0976  DESIGNATION -  DESHA
 DK0976  PID         -  DK0976
 DK0976  STATE/COUNTY-  AR/DESHA
 DK0976  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0976
 DK0976                         *CURRENT SURVEY CONTROL
 DK0976  ___________________________________________________________________
 DK0976* NAD 83(1986)-  33 36 30.     (N)    091 12 38.     (W)     SCALED    
 DK0976* NAVD 88     -        45.17   (+/-2cm)     148.2    (feet)  VERTCON   
 DK0976  ___________________________________________________________________
 DK0976  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK0976
 DK0976  VERT ORDER  -  ? (See Below)
 DK0976
 DK0976.The horizontal coordinates were scaled from a topographic map and have
 DK0976.an estimated accuracy of +/- 6 seconds.
 DK0976
 DK0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0976.The vertical order pertains to the NGVD 29 superseded value.
 DK0976
 DK0976.The geoid height was determined by GEOID03.
 DK0976
 DK0976;                    North         East    Units  Estimated Accuracy
 DK0976;SPC AR S     -   504,730.      473,260.      MT  (+/- 180 meters Scaled)
 DK0976
 DK0976                          SUPERSEDED SURVEY CONTROL
 DK0976
 DK0976  NGVD 29 (??/??/??)   45.277  (m)          148.55   (f) ADJUSTED    ?  
 DK0976
 DK0976.Superseded values are not recommended for survey control.
 DK0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0976.See file dsdata.txt to determine how the superseded data were derived.
 DK0976
 DK0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT660201(NAD 83)
 DK0976_MARKER: Q = CHISELED SQUARE
 DK0976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0976_SP_SET: SQUARE BASE
 DK0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0976
 DK0976  HISTORY     - Date     Condition        Report By
 DK0976  HISTORY     - UNK      MONUMENTED       DOD
 DK0976  HISTORY     - 1934     GOOD             CGS
 DK0976
 DK0976                          STATION DESCRIPTION
 DK0976
 DK0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0976'IN ARKANSAS CITY.
 DK0976'P.B.M. IS A SQUARE CUT IN IRON SILL, LOCATED ON THE RIGHT BANK OF THE
 DK0976'MISS. RIVER AT ARK. CITY, DESHA CO., ARK., ABOUT 12 FT. ABOVE SIDE
 DK0976'WALK, ON RIVER CORNER OF SQUARE BASE THAT SUPPORTS IRON COLUMN THAT
 DK0976'RESTS ON CORRUGATED IRON DOOR SILL AT ENTRANCE OF OFFICE OF DESHA BANK
 DK0976'AND TRUST CO., AT FRONT UPSTREAM CORNER OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2933 ***********************************************************************
 EH2933  DESIGNATION -  DEVALLS BLUFF MUNICIPAL TANK
 EH2933  PID         -  EH2933
 EH2933  STATE/COUNTY-  AR/PRAIRIE
 EH2933  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH2933
 EH2933                         *CURRENT SURVEY CONTROL
 EH2933  ___________________________________________________________________
 EH2933* NAD 83(1997)-  34 46 58.53961(N)    091 27 47.65676(W)     ADJUSTED  
 EH2933* NAVD 88     -                                                        
 EH2933  ___________________________________________________________________
 EH2933  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 EH2933  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2933
 EH2933  HORZ ORDER  -  THIRD
 EH2933
 EH2933.The horizontal coordinates were established by classical geodetic methods
 EH2933.and adjusted by the National Geodetic Survey in September 1999..
 EH2933
 EH2933
 EH2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2933
 EH2933.The geoid height was determined by GEOID03.
 EH2933
 EH2933;                    North         East     Units Scale Factor Converg.
 EH2933;SPC AR S     -   634,856.628   449,129.027   MT  1.00000367   +0 18 01.5
 EH2933;SPC AR S     - 2,082,858.79  1,473,517.48   sFT  1.00000367   +0 18 01.5
 EH2933;UTM  15      - 3,850,046.859   640,607.339   MT  0.99984368   +0 52 36.5
 EH2933
 EH2933                          SUPERSEDED SURVEY CONTROL
 EH2933
 EH2933  NAD 83(1986)-  34 46 58.54455(N)    091 27 47.65293(W) AD(       ) 4
 EH2933  NAD 27      -  34 46 58.20823(N)    091 27 47.18151(W) AD(       ) 3
 EH2933
 EH2933.Superseded values are not recommended for survey control.
 EH2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2933.See file dsdata.txt to determine how the superseded data were derived.
 EH2933
 EH2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4060750047(NAD 83)
 EH2933_MARKER: 53 = ELEVATED TANK
 EH2933
 EH2933  HISTORY     - Date     Condition        Report By
 EH2933  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH2933
 EH2933                          STATION DESCRIPTION
 EH2933
 EH2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH2933'THE STATION IS LOCATED IN THE WEST PART OF DEVALLS BLUFF.  IT
 EH2933'IS AN ELEVATED TANK, SUPPORTED ON FOUR STEEL LEGS, ALUMINUM IN
 EH2933'COLOR.  AND ABOUT 90 FEET HIGH.  THE APEX OF THE TANK ROOF WAS
 EH2933'THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1959 ***********************************************************************
 FF1959  DESIGNATION -  DEVIL
 FF1959  PID         -  FF1959
 FF1959  STATE/COUNTY-  AR/CRITTENDEN
 FF1959  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1959
 FF1959                         *CURRENT SURVEY CONTROL
 FF1959  ___________________________________________________________________
 FF1959* NAD 83(1997)-  35 25 42.03328(N)    090 09 44.98181(W)     ADJUSTED  
 FF1959* NAVD 88     -        76.8    (meters)     252.     (feet)  VERTCON   
 FF1959  ___________________________________________________________________
 FF1959  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FF1959  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1959
 FF1959  HORZ ORDER  -  FIRST
 FF1959
 FF1959.The horizontal coordinates were established by classical geodetic methods
 FF1959.and adjusted by the National Geodetic Survey in September 1999..
 FF1959
 FF1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1959
 FF1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1959
 FF1959.The geoid height was determined by GEOID03.
 FF1959
 FF1959;                    North         East     Units Scale Factor Converg.
 FF1959;SPC AR N     -   123,038.558   566,843.887   MT  0.99993962   +1 04 09.3
 FF1959;SPC AR N     -   403,669.00  1,859,720.32   sFT  0.99993962   +1 04 09.3
 FF1959;SPC TN       -   129,527.787   222,128.290   MT  0.99997332   -2 26 12.8
 FF1959;SPC TN       -   424,959.08    728,765.90   sFT  0.99997332   -2 26 12.8
 FF1959;UTM  15      - 3,924,245.775   757,605.294   MT  1.00041787   +1 38 44.7
 FF1959
 FF1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1959!SPC AR N     -   0.99999227  x   0.99993962  =   0.99993189
 FF1959!SPC TN       -   0.99999227  x   0.99997332  =   0.99996559
 FF1959!UTM  15      -   0.99999227  x   1.00041787  =   1.00041013
 FF1959
 FF1959:                Primary Azimuth Mark                     Grid Az
 FF1959:SPC AR N     -  JOINER MUNICIPAL TANK                    007 17 24.0
 FF1959:SPC TN       -  JOINER MUNICIPAL TANK                    010 47 46.1
 FF1959:UTM  15      -  JOINER MUNICIPAL TANK                    006 42 48.6
 FF1959
 FF1959|---------------------------------------------------------------------|
 FF1959| PID    Reference Object                     Distance      Geod. Az  |
 FF1959|                                                           dddmmss.s |
 FF1959| FF1916 JOINER MUNICIPAL TANK               APPROX. 9.0 KM 0082133.3 |
 FF1959| FF1915 BASSETT MUNICIPAL TANK              APPROX.12.5 KM 0143742.4 |
 FF1959| FF1905 EVADALE WILSON COMP STORAGE TK      APPROX.15.0 KM 0243646.7 |
 FF1959| CI4265 DEVIL RM 1                           29.974 METERS 04748     |
 FF1959| CI4266 DEVIL RM 2                           27.031 METERS 21002     |
 FF1959| FF1963 Q 216 TPT                           133.522 METERS 22846     |
 FF1959| FF1109 Q 216                               139.274 METERS 22846     |
 FF1959| FF1964 DEVIL AZ MK TPT                     487.362 METERS 2323846.6 |
 FF1959| FF1965 DEVIL AZ MK                         494.404 METERS 2323843.9 |
 FF1959| FF2056 TURRELL MUNICIPAL TANK              APPROX.10.3 KM 2335753.3 |
 FF1959| FF2053 TURRELL ST L SF RWY MICROWAVE       APPROX.10.3 KM 2353355.1 |
 FF1959|---------------------------------------------------------------------|
 FF1959
 FF1959                          SUPERSEDED SURVEY CONTROL
 FF1959
 FF1959  NAD 83(1997)-  35 25 42.03362(N)    090 09 44.98165(W) AD(       ) 1
 FF1959  NAD 83(1986)-  35 25 42.04458(N)    090 09 44.98166(W) AD(       ) 1
 FF1959  NAD 27      -  35 25 41.74236(N)    090 09 44.64671(W) AD(       ) 1
 FF1959  NGVD 29 (07/19/86)   76.8    (m)          252.     (f) VERT ANG       
 FF1959
 FF1959.Superseded values are not recommended for survey control.
 FF1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1959.See file dsdata.txt to determine how the superseded data were derived.
 FF1959
 FF1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5760524246(NAD 83)
 FF1959_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1959
 FF1959  HISTORY     - Date     Condition        Report By
 FF1959  HISTORY     - 1979     MONUMENTED       NGS
 FF1959
 FF1959                          STATION DESCRIPTION
 FF1959
 FF1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1959'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 FF1959'NORTHEAST OF TURRELL, 4.8 KM (3 MI)
 FF1959'SOUTH-SOUTHEAST OF FRENCHMAN BAYOU AND ON TOP OF THE MAIN
 FF1959'LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.
 FF1959'
 FF1959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 FF1959'AND STATE HIGHWAY 308 IN
 FF1959'THE SMALL COMMUNITY OF FRENCHMAN BAYOU, GO NORTH ON U.S. HIGHWAY
 FF1959'61 FOR 0.2 KM (0.1 MI) TO A GRAVELED CROSSROAD.
 FF1959'TURN RIGHT AND GO 0.08 KM (0.05 MI),
 FF1959'THEN BEAR LEFT ACROSS RAILROAD TRACK TO A FORK.  TAKE LEFT
 FF1959'FORK AND GO EAST FOR 0.2 KM (0.1 MI) TO A GRAVELED
 FF1959'ROAD JUST AFTER
 FF1959'CROSSING A CONCRETE BRIDGE.  TURN RIGHT AND GO SOUTH AND SOUTHEAST
 FF1959'FOR 5.2 KM (3.25 MI) TO TOP OF LEVEE AND A LOCKED
 FF1959'GATE ON THE RIGHT.
 FF1959'(THERE IS A GATE JUST BEFORE REACHING TOP OF THE LEVEE THAT CAN BE
 FF1959'USED IF ROAD IS NOT MUDDY.) TURN SHARP RIGHT AND GO SOUTHWEST
 FF1959'ALONG TOP OF LEVEE FOR 1.5 KM (0.95 MI) TO A GATE.
 FF1959'PASS THRU GATE AND
 FF1959'CONTINUE ALONG TOP OF LEVEE FOR 2.1 KM (1.3 MI) TO THE
 FF1959'STATION ON THE RIGHT
 FF1959'JUST AFTER A TRACK ROAD CROSSING OVER LEVEE.  TO REACH THE
 FF1959'AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON LEVEE FOR
 FF1959'0.3 KM (0.2 MI) TO THE MARK ON THE RIGHT JUST
 FF1959'BEFORE REACHING A GATE.
 FF1959'STATION IS ON PROPERTY OF THE ST. FRANCIS LEVEE DISTRICT.
 FF1959'PERMISSION FOR THE STATION WAS GRANTED BY CHIEF ENGINEER, MR.
 FF1959'BURRELL B. FAIR, P.O. BOX 308, WEST MEMPHIS, ARKANSAS, PHONE
 FF1959'501/735-1062.
 FF1959'
 FF1959'THE STATION IS A STANDARD NGS DISK
 FF1959'STAMPED---DEVIL 1979---,
 FF1959'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1959'FLUSH WITH GROUND.  IT IS LOCATED
 FF1959'4.6 METERS WEST FROM THE CENTER OF LEVEE ROAD AND
 FF1959'1.4 METERS WEST FROM A METAL WITNESS POST.
 FF1959'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF1959'STAMPED---DEVIL 1979---, SET INTO AN IRREGULAR MASS OF CONCRETE
 FF1959'1 METER BELOW THE SURFACE.
 FF1959'
 FF1959'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FF1959'STAMPED---DEVIL NO 1 1979---,
 FF1959'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1959'FLUSH WITH GROUND.  IT IS LOCATED
 FF1959'5.5 METERS WEST FROM THE CENTER OF LEVEE ROAD AND
 FF1959'0.3 METER EAST FROM A METAL WITNESS POST.
 FF1959'MARK IS BELOW STATION 0.5 METER.
 FF1959'
 FF1959'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FF1959'STAMPED---DEVIL NO 2 1979---,
 FF1959'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1959'FLUSH WITH GROUND.  IT IS LOCATED
 FF1959'3.5 METERS SOUTH-SOUTHEAST FROM THE CENTER OF LEVEE ROAD AND
 FF1959'0.3 METER WEST-SOUTHWEST FROM A METAL WITNESS POST.
 FF1959'MARK IS LEVEL WITH STATION.
 FF1959'
 FF1959'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FF1959'STAMPED---DEVIL 1979---,
 FF1959'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1959'FLUSH WITH GROUND.  IT IS LOCATED
 FF1959'5.8 METERS NORTH FROM CENTER OF GATE AND
 FF1959'2.9 METERS EAST FROM FENCE.
 FF1959'
 FF1959'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1965 ***********************************************************************
 FF1965  DESIGNATION -  DEVIL AZ MK
 FF1965  PID         -  FF1965
 FF1965  STATE/COUNTY-  AR/MISSISSIPPI
 FF1965  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1965
 FF1965                         *CURRENT SURVEY CONTROL
 FF1965  ___________________________________________________________________
 FF1965* NAD 83(1997)-  35 25 32.29950(N)    090 10 00.56110(W)     ADJUSTED  
 FF1965* NAVD 88     -        76.5    (meters)     251.     (feet)  VERTCON   
 FF1965  ___________________________________________________________________
 FF1965  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FF1965  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1965
 FF1965  HORZ ORDER  -  SECOND
 FF1965
 FF1965.The horizontal coordinates were established by classical geodetic methods
 FF1965.and adjusted by the National Geodetic Survey in September 1999..
 FF1965
 FF1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1965
 FF1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1965
 FF1965.The geoid height was determined by GEOID03.
 FF1965
 FF1965;                    North         East     Units Scale Factor Converg.
 FF1965;SPC AR N     -   122,731.318   566,456.577   MT  0.99993975   +1 04 00.2
 FF1965;SPC AR N     -   402,661.00  1,858,449.62   sFT  0.99993975   +1 04 00.2
 FF1965;SPC TN       -   129,244.799   221,722.901   MT  0.99997365   -2 26 21.9
 FF1965;SPC TN       -   424,030.64    727,435.88   sFT  0.99997365   -2 26 21.9
 FF1965;UTM  15      - 3,923,934.506   757,220.911   MT  1.00041543   +1 38 35.3
 FF1965
 FF1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1965!SPC AR N     -   0.99999231  x   0.99993975  =   0.99993206
 FF1965!SPC TN       -   0.99999231  x   0.99997365  =   0.99996596
 FF1965!UTM  15      -   0.99999231  x   1.00041543  =   1.00040774
 FF1965
 FF1965                          SUPERSEDED SURVEY CONTROL
 FF1965
 FF1965  NAD 83(1997)-  35 25 32.29984(N)    090 10 00.56093(W) AD(       ) 2
 FF1965  NAD 83(1986)-  35 25 32.31084(N)    090 10 00.56093(W) AD(       ) 2
 FF1965  NAD 27      -  35 25 32.00837(N)    090 10 00.22554(W) AD(       ) 2
 FF1965  NGVD 29 (07/19/86)   76.5    (m)          251.     (f) VERT ANG       
 FF1965
 FF1965.Superseded values are not recommended for survey control.
 FF1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1965.See file dsdata.txt to determine how the superseded data were derived.
 FF1965
 FF1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5722123935(NAD 83)
 FF1965_MARKER: DZ = AZIMUTH MARK DISK
 FF1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1965+STABILITY: SURFACE MOTION
 FF1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1965+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 FF1965
 FF1965  HISTORY     - Date     Condition        Report By
 FF1965  HISTORY     - 1979     MONUMENTED       NGS
 FF1965  HISTORY     - 20050428 GOOD             USACE
 FF1965
 FF1965                          STATION DESCRIPTION
 FF1965
 FF1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1965'THE STATION IS LOCATED ABOUT 10.46 KILOMETERS (6-1/2 MI.)
 FF1965'NORTHEAST OF TURRELL, 4.83 KILOMETERS (3 MI.) SOUTH-SOUTHEAST
 FF1965'OF FRENCHMENS BAYOU AND ATOP THE WEST LEVEE OF THE MISSISSIPPI
 FF1965'RIVER.  PERMISSION WAS OBTAINED FROM CHIEF ENGINEER,
 FF1965'MR. BURRELL B. FAIR, ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 FF1965'WEST MEMPHIS, ARKANSAS. 72301.  TELEPHONE 501-735-1062.
 FF1965'
 FF1965'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FF1965'STATE HIGHWAY 308 IN FRENCHMENS BAYOU, GO NORTH ON U.S. HIGHWAY 61
 FF1965'FOR 0.1 MILE (0.16 KM.) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO
 FF1965'0.05 MILE (0.08 KM.), THEN BEAR LEFT ACROSS RAILROAD TRACKS TO A
 FF1965'FORK.  TAKE THE LEFT FORK AND GO EAST FOR 0.1 MILE (0.16 KM.)
 FF1965'TO A GRAVEL SIDE ROAD RIGHT, JUST AFTER CROSSING A CONCRETE
 FF1965'BRIDGE.  TURN RIGHT AND GO SOUTH AND SOUTHEAST FOR 3.25 MILE
 FF1965'(5.23 KM.) TO THE TOP OF A LEVEE AND A LOCKED GATE ON THE RIGHT.
 FF1965'TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHWEST ATOP THE LEVEE
 FF1965'FOR 0.95 MILE (1.53 KM.) TO A GATE.  PASS THROUGH THE GATE AND
 FF1965'CONTINUE ALONG THE TOP OF THE LEVEE FOR 1.3 MILES (2.09 KM.) TO
 FF1965'STATION DEVIL ON THE RIGHT.  CONTINUE SOUTHWEST ATOP THE LEVEE
 FF1965'FOR 0.2 MILE (0.32 KM.) TO THE AZIMUTH MARK ON THE RIGHT, JUST
 FF1965'BEFORE REACHING A GATE.
 FF1965'
 FF1965'THE STATION IS A STANDARD NGS AZIMUTH DISK
 FF1965'STAMPED---DEVIL 1979---,
 FF1965'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1965'FLUSH WITH GROUND.  IT IS LOCATED
 FF1965'5.8 METERS NORTH FROM THE CENTER OF A GATE,
 FF1965'2.9 METERS EAST FROM A FENCE.
 FF1965'
 FF1965'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET.
 FF1965'
 FF1965'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FF1965
 FF1965                          STATION RECOVERY (2005)
 FF1965
 FF1965'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1817 ***********************************************************************
 FG1817  DESIGNATION -  DEVILS
 FG1817  PID         -  FG1817
 FG1817  STATE/COUNTY-  AR/JOHNSON
 FG1817  USGS QUAD   -  OZONE (1980)
 FG1817
 FG1817                         *CURRENT SURVEY CONTROL
 FG1817  ___________________________________________________________________
 FG1817* NAD 83(1997)-  35 43 26.94529(N)    093 24 17.56077(W)     ADJUSTED  
 FG1817* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 FG1817  ___________________________________________________________________
 FG1817  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FG1817  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG1817
 FG1817  HORZ ORDER  -  FIRST
 FG1817
 FG1817.The horizontal coordinates were established by classical geodetic methods
 FG1817.and adjusted by the National Geodetic Survey in September 1999..
 FG1817
 FG1817.The orthometric height was scaled from a topographic map.
 FG1817
 FG1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1817
 FG1817.The geoid height was determined by GEOID03.
 FG1817
 FG1817;                    North         East     Units Scale Factor Converg.
 FG1817;SPC AR N     -   155,206.708   272,903.439   MT  0.99993891   -0 49 03.0
 FG1817;SPC AR N     -   509,207.34    895,350.70   sFT  0.99993891   -0 49 03.0
 FG1817;UTM  15      - 3,953,429.066   463,382.555   MT  0.99961652   -0 14 11.1
 FG1817
 FG1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1817!SPC AR N     -   0.99989298  x   0.99993891  =   0.99983190
 FG1817!UTM  15      -   0.99989298  x   0.99961652  =   0.99950954
 FG1817
 FG1817|---------------------------------------------------------------------|
 FG1817| PID    Reference Object                     Distance      Geod. Az  |
 FG1817|                                                           dddmmss.s |
 FG1817| FG1818 DEVILS RM 3                          17.209 METERS 02213     |
 FG1817| CI0745 DEVILS RM 1                          23.766 METERS 06436     |
 FG1817| CI0744 DEVILS AZ MK                                       0922157.6 |
 FG1817| FG1810 PILOT KNOB OLD LOT                  APPROX.20.7 KM 1372658.7 |
 FG1817| CI0746 DEVILS RM 2                          34.640 METERS 30124     |
 FG1817|---------------------------------------------------------------------|
 FG1817
 FG1817                          SUPERSEDED SURVEY CONTROL
 FG1817
 FG1817  NAD 83(1997)-  35 43 26.95638(N)    093 24 17.56288(W) AD(       ) 1
 FG1817  NAD 83(1986)-  35 43 26.95480(N)    093 24 17.56446(W) AD(       ) 1
 FG1817  NAD 27      -  35 43 26.66200(N)    093 24 16.90800(W) AD(       ) 1
 FG1817
 FG1817.Superseded values are not recommended for survey control.
 FG1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1817.See file dsdata.txt to determine how the superseded data were derived.
 FG1817
 FG1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6338353429(NAD 83)
 FG1817_MARKER: DS = TRIANGULATION STATION DISK
 FG1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1817_SP_SET: INTO TOP OF CONCRETE MONUMENT
 FG1817_STAMPING: DEVILS 1928
 FG1817
 FG1817  HISTORY     - Date     Condition        Report By
 FG1817  HISTORY     - 1928     MONUMENTED       CGS
 FG1817  HISTORY     - 1936     GOOD             CGS
 FG1817  HISTORY     - 1971     GOOD             NGS
 FG1817
 FG1817                          STATION DESCRIPTION
 FG1817
 FG1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 FG1817'ABOUT 25 MILES BY ROAD NORTH OF CLARKSVILLE, ABOUT 1/3 MILE
 FG1817'EAST OF HIGHWAY 21 AT SALUS POST OFFICE, ON TOP OF RIDGE WELL
 FG1817'KNOWN AS DEVILS KNOB, IN OZARK NATIONAL FOREST, UNDER CENTER
 FG1817'OF FOREST SERVICE LOOKOUT TOWER, A 65-FOOT STEEL TOWER.  AN
 FG1817'OLD ROAD LEADS UP RIDGE AND BY TOWER FROM HIGHWAY 21, FROM
 FG1817'POINT NEAR STORE AND SCHOOLHOUSE, DISTANCE OF ABOUT 2/3
 FG1817'MILE.  STATION IS IN CENTER OF FENCED ENCLOSURE ON SOUTHWEST
 FG1817'SIDE OF ROAD, 9.6 METERS (31 FEET) NORTHEAST OF BLAZED 10-INCH
 FG1817'WHITE OAK, AND 8.8 METERS (29 FEET) NORTHWEST OF BLAZED
 FG1817'14-INCH WHITE OAK (WITH CLIMBING SPIKES IN IT) IN SOUTHEAST
 FG1817'CORNER OF ENCLOSURE.  SURFACE MARK IS STANDARD STATION DISK
 FG1817'IN CONCRETE.  UNDERGROUND MARK IS STANDARD
 FG1817'STATION DISK IN BOULDER.  REFERENCE MARKS ARE
 FG1817'STANDARD REFERENCE DISKS IN BEDROCK.  NO. 1
 FG1817'IS AT EDGE OF VERTICAL CLIFF, 1.1 METERS (3.6 FEET)
 FG1817'NORTHEAST OF BLAZED 12-INCH BLACK OAK, AND 22.77 METERS
 FG1817'(74.7 FEET) FROM STATION, N 64 DEG 35 MIN E.  NO. 2
 FG1817'IS ABOUT 30 METERS (98 FEET) WEST OF TOP OF RIDGE, 8.4
 FG1817'METERS (28 FEET) SOUTHWEST OF BLAZED 16-INCH BLACK OAK, 9.75
 FG1817'METERS (32.0 FEET) NORTHEAST OF DOUBLE BLACK OAK, AND
 FG1817'34.64 METERS (113.6 FEET) FROM STATION, N 58 DEG 36 MIN W.
 FG1817
 FG1817                          STATION RECOVERY (1936)
 FG1817
 FG1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LOM)
 FG1817'ORIGINAL DESCRIPTION IS GOOD.  CONDITION OF STATION AND
 FG1817'REFERENCE MARKS IS GOOD.
 FG1817'
 FG1817'STATION IS 25 MILES N OF CLARKSVILLE ON STATE HIGHWAY 21
 FG1817'AND 1/3 MILE E OF HIGHWAY UNDER 65-FOOT FOREST SERVICE
 FG1817'LOOKOUT TOWER ON DEVILS KNOB, SECTION 2, T. 12 N., R 23 W.
 FG1817
 FG1817                          STATION RECOVERY (1971)
 FG1817
 FG1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1817'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 FG1817'GOOD CONDITION.  AN AZIMUTH MARK AND REFERENCE MARK 3 WERE
 FG1817'ESTABLISHED AT THIS TIME.  REFERENCE MARK 3 WAS OCCUPIED AT THIS
 FG1817'TIME.  THE DISTANCE TO REFERENCE MARK 1 CHECKED WITH THE
 FG1817'ORIGINAL DESCRIPTION.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION
 FG1817'FOLLOWS.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND AND IS
 FG1817'BELIEVED TO HAVE BEEN DESTROYED OR COVERED UP IN THE CONSTRUCTION OF
 FG1817'A ROCK RETAINING WALL FOR THE NEW ROAD TO THE LOOKOUT TOWER.
 FG1817'
 FG1817'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH AND 3 MILES EAST OF
 FG1817'CLARKSVILLE, 3-1/2 MILES SOUTH AND 3-1/2 MILES EAST OF FALLSVILLE,
 FG1817'1/2 MILES SOUTH OF SALUS, NEAR THE CENTER OF SECTION 2, R. 23 W.,
 FG1817'T.  12 N., AND ON PROPERTY OF THE OZARK NATIONAL FOREST.
 FG1817'
 FG1817'TO REACH THE STATION FROM THE POST OFFICE IN SALUS, GO NORTH ON STATE
 FG1817'HIGHWAY 21 FOR 0.1 MILE TO A GRAVELED ROAD NUMBERED 1432 ON RIGHT
 FG1817'AND SIGN DEVILS KNOB.  TURN RIGHT AND GO EAST AND SOUTHERLY ON
 FG1817'GRAVELED ROAD NUMBERED 1432 UPHILL FOR 0.7 MILE TO A SIDE ROAD
 FG1817'LEFT.  TURN A SHARP LEFT AND GO NORTHERLY ON GRAVELED ROAD FOR
 FG1817'0.15 MILE TO THE TOP OF HILL, LOOKOUT TOWER AND STATION.
 FG1817'
 FG1817'STATION MARK IS A STANDARD DISK STAMPED DEVILS 1928.  THE SURFACE
 FG1817'DISK IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 FG1817'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS UNDER THE CENTER
 FG1817'OF THE DEVILS KNOB LOOKOUT TOWER.  THE UNDERGROUND MARK IS A
 FG1817'STANDARD DISK CEMENTED IN A BOULDER.
 FG1817'
 FG1817'REFERENCE MARK 1, A STANDARD DISK STAMPED DEVILS NO. 1. 1928, IS
 FG1817'CEMENTED IN A DRILL HOLE IN A BEDROCK FORMATION THAT IS SET FLUSH
 FG1817'WITH THE GROUND SURFACE.  IT IS 46.5 FEET SOUTHEAST OF THE METAL
 FG1817'WITNESS POST, 37 FEET EAST OF THE FENCE, 3.7 FEET NORTH OF A LARGE
 FG1817'OAK TREE AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION
 FG1817'MARK.
 FG1817'
 FG1817'REFERENCE MARK 3, A STANDARD DISK STAMPED DEVILS 1928 NO 3 1971, IS
 FG1817'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FG1817'SET FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET NORTHEAST OF THE
 FG1817'NORTHWEST LEG OF THE LOOKOUT TOWER, 43 FEET NORTH-NORTHEAST OF
 FG1817'THE NORTHEAST LEG OF THE TOWER, 12.3 FEET SOUTHWEST OF A METAL
 FG1817'WITNESS POST, 10 FEET WEST OF THE FENCE AND IS ABOUT 2 FEET LOWER
 FG1817'IN ELEVATION THAN THE STATION.
 FG1817'
 FG1817'AZIMUTH MARK, A STANDARD DISK STAMPED DEVILS 1928 1971, IS CEMENTED
 FG1817'IN A DRILL HOLE IN BEDROCK THAT IS 1-INCH BELOW THE GROUND SURFACE.
 FG1817'IT IS 92 FEET EAST OF THE ROAD FORK, 40 FEET SOUTH OF A POWER LINE
 FG1817'POLE, 24 FEET NORTH OF THE CENTER OF ROAD NUMBERED 1003 AND 6.5
 FG1817'FEET NORTH OF A METAL WITNESS POST.
 FG1817'
 FG1817'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON GRAVELED
 FG1817'ROAD FOR 0.15 MILE TO A T ROAD.  TURN LEFT AND GO EAST ON ROAD
 FG1817'NUMBERED 1432 FOR 0.7 MILE TO A REVERSE FORK.  CONTINUE EAST ON
 FG1817'ROAD 1003 FOR 0.8 MILE TO A FORK AND THE AZIMUTH MARK ON THE LEFT.
 FG1817'
 FG1817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 FG1817'SALUS.
 FG1817'
 FG1817'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1819 ***********************************************************************
 FG1819  DESIGNATION -  DEVILS KNOB LOT
 FG1819  PID         -  FG1819
 FG1819  STATE/COUNTY-  AR/JOHNSON
 FG1819  USGS QUAD   -  OZONE (1980)
 FG1819
 FG1819                         *CURRENT SURVEY CONTROL
 FG1819  ___________________________________________________________________
 FG1819* NAD 83(1997)-  35 43 26.94512(N)    093 24 17.55878(W)     ADJUSTED  
 FG1819* NAVD 88     -                                                        
 FG1819  ___________________________________________________________________
 FG1819  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FG1819  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG1819
 FG1819  HORZ ORDER  -  THIRD
 FG1819
 FG1819.The horizontal coordinates were established by classical geodetic methods
 FG1819.and adjusted by the National Geodetic Survey in September 1999..
 FG1819
 FG1819
 FG1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1819
 FG1819.The geoid height was determined by GEOID03.
 FG1819
 FG1819;                    North         East     Units Scale Factor Converg.
 FG1819;SPC AR N     -   155,206.702   272,903.489   MT  0.99993891   -0 49 03.0
 FG1819;SPC AR N     -   509,207.32    895,350.86   sFT  0.99993891   -0 49 03.0
 FG1819;UTM  15      - 3,953,429.060   463,382.605   MT  0.99961652   -0 14 11.1
 FG1819
 FG1819                          SUPERSEDED SURVEY CONTROL
 FG1819
 FG1819  NAD 83(1997)-  35 43 26.95640(N)    093 24 17.56126(W) AD(       ) 4
 FG1819  NAD 83(1986)-  35 43 26.95536(N)    093 24 17.56289(W) AD(       ) 4
 FG1819  NAD 27      -  35 43 26.66209(N)    093 24 16.90886(W) AD(       ) 3
 FG1819
 FG1819.Superseded values are not recommended for survey control.
 FG1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1819.See file dsdata.txt to determine how the superseded data were derived.
 FG1819
 FG1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6338353429(NAD 83)
 FG1819_MARKER: 57 = LOOKOUT TOWER
 FG1819
 FG1819  HISTORY     - Date     Condition        Report By
 FG1819  HISTORY     - 1971     FIRST OBSERVED   USFS
 FG1819
 FG1819                          STATION DESCRIPTION
 FG1819
 FG1819'DESCRIBED BY US FOREST SERVICE 1971 (LHW)
 FG1819'THE STATION DEVILS KNOB U. S. FOREST SERVICE LOOKOUT TOWER, IS THE
 FG1819'CENTER OF THE BASE OF THE TOWER WHICH IS TRIANGULATION STATION
 FG1819'DEVILS 1928.  THE DISTANCE WAS MEASURED FROM TRIANGULATION STATION
 FG1819'DEVILS RM 3 AND IS (56.47) FEET OR 17.211 METERS.
 FG1819'
 FG1819'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH AND 3 MILES EAST OF
 FG1819'CLARKSVILLE, 3-1/2 MILES SOUTH AND 3-1/2 MILES EAST OF FALLSVILLE,
 FG1819'1/2 MILE SOUTH OF SALUS, NEAR THE CENTER OF SECTION 2, R. 23 W., T.
 FG1819'12 N., AND ON PROPERTY OF THE OZARK NATIONAL FOREST.
 FG1819'
 FG1819'TO REACH THE STATION FROM THE POST OFFICE IN SALUS, GO NORTH ON STATE
 FG1819'HIGHWAY 21 FOR 0.1 MILE TO A GRAVELED ROAD NUMBER 1432 ON RIGHT AND
 FG1819'SIGN DEVILS KNOB.  TURN RIGHT AND GO EAST AND SOUTHERLY ON GRAVELED
 FG1819'ROAD 1432 UPHILL FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN A SHARP
 FG1819'LEFT AND GO NORTHERLY ON GRAVELED ROAD FOR 0.15 MILE TO THE TOP OF
 FG1819'HILL AND STATION.
 FG1819'
 FG1819'NOTICE--THE DISTANCE IS THE RESULT OF A SECOND ORDER TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1818 ***********************************************************************
 FG1818  DESIGNATION -  DEVILS RM 3
 FG1818  PID         -  FG1818
 FG1818  STATE/COUNTY-  AR/JOHNSON
 FG1818  USGS QUAD   -  OZONE (1980)
 FG1818
 FG1818                         *CURRENT SURVEY CONTROL
 FG1818  ___________________________________________________________________
 FG1818* NAD 83(1997)-  35 43 27.46221(N)    093 24 17.30189(W)     ADJUSTED  
 FG1818* NAVD 88     -       711.0    (meters)    2333.     (feet)  VERTCON   
 FG1818  ___________________________________________________________________
 FG1818  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FG1818  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG1818
 FG1818  HORZ ORDER  -  FIRST
 FG1818
 FG1818.The horizontal coordinates were established by classical geodetic methods
 FG1818.and adjusted by the National Geodetic Survey in September 1999..
 FG1818
 FG1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1818
 FG1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1818
 FG1818.The geoid height was determined by GEOID03.
 FG1818
 FG1818;                    North         East     Units Scale Factor Converg.
 FG1818;SPC AR N     -   155,222.544   272,910.172   MT  0.99993891   -0 49 02.8
 FG1818;SPC AR N     -   509,259.30    895,372.79   sFT  0.99993891   -0 49 02.8
 FG1818;UTM  15      - 3,953,444.964   463,389.125   MT  0.99961652   -0 14 10.9
 FG1818
 FG1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1818!SPC AR N     -   0.99989284  x   0.99993891  =   0.99983176
 FG1818!UTM  15      -   0.99989284  x   0.99961652  =   0.99950940
 FG1818
 FG1818:                Primary Azimuth Mark                     Grid Az
 FG1818:SPC AR N     -  DEER LOT                                 052 27 12.2
 FG1818:UTM  15      -  DEER LOT                                 051 52 20.3
 FG1818
 FG1818|---------------------------------------------------------------------|
 FG1818| PID    Reference Object                     Distance      Geod. Az  |
 FG1818|                                                           dddmmss.s |
 FG1818| FG1799 DEER LOT                            APPROX.23.0 KM 0513809.4 |
 FG1818| CI0744 DEVILS AZ MK                                       0925221.3 |
 FG1818| CI0745 DEVILS RM 1                          15.361 METERS 11342     |
 FG1818| FG1817 DEVILS                               17.209 METERS 20213     |
 FG1818|---------------------------------------------------------------------|
 FG1818
 FG1818                          SUPERSEDED SURVEY CONTROL
 FG1818
 FG1818  NAD 83(1997)-  35 43 27.47329(N)    093 24 17.30400(W) AD(       ) 1
 FG1818  NAD 83(1986)-  35 43 27.47172(N)    093 24 17.30559(W) AD(       ) 1
 FG1818  NAD 27      -  35 43 27.17899(N)    093 24 16.64915(W) AD(       ) 1
 FG1818  NGVD 29 (07/19/86)  710.9    (m)         2332.     (f) VERT ANG       
 FG1818
 FG1818.Superseded values are not recommended for survey control.
 FG1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1818.See file dsdata.txt to determine how the superseded data were derived.
 FG1818
 FG1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6338953445(NAD 83)
 FG1818_MARKER: DR = REFERENCE MARK DISK
 FG1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1818+STABILITY: SURFACE MOTION
 FG1818
 FG1818  HISTORY     - Date     Condition        Report By
 FG1818  HISTORY     - 1971     MONUMENTED       NGS
 FG1818
 FG1818                          STATION DESCRIPTION
 FG1818
 FG1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1818'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH AND 3 MILES EAST OF
 FG1818'CLARKSVILLE, 3-1/2 MILES SOUTH AND 3-1/2 MILES EAST OF FALLSVILLE,
 FG1818'1/2 MILE SOUTH OF SALUS, NEAR THE CENTER OF SECTION 2, R. 23 W., T.
 FG1818'12 N., AND ON PROPERTY OF THE OZARK NATIONAL FOREST.
 FG1818'
 FG1818'TO REACH THE STATION FROM THE POST OFFICE IN SALUS, GO NORTH ON STATE
 FG1818'HIGHWAY 21 FOR 0.1 MILE TO A GRAVELED ROAD NUMBER 1432 ON RIGHT AND
 FG1818'SIGN DEVILS KNOB.  TURN RIGHT AND GO EAST AND SOUTHERLY ON GRAVELED
 FG1818'ROAD 1432 UPHILL FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN A SHARP
 FG1818'LEFT AND GO NORTHERLY ON GRAVELED ROAD FOR 0.15 MILE TO TOP OF HILL,
 FG1818'LOOKOUT TOWER AND STATION.
 FG1818'
 FG1818'STATION MARKS ARE STANDARD REFERENCE DISKS STAMPED DEVILS 1928 NO 3
 FG1818'1971.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 FG1818'CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS
 FG1818'52 FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 43
 FG1818'FEET NORTH-NORTH EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER,
 FG1818'12.3 FEET SOUTHWEST OF A METAL WITNESS POST, 10 FEET WEST OF THE
 FG1818'FENCE AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK
 FG1818'DEVILS 1928.
 FG1818'
 FG1818'REFERENCE MARK 1, A STANDARD DISK STAMPED DEVILS NO. 1. 1928, IS
 FG1818'CEMENTED IN A DRILL HOLE IN A BEDROCK FORMATION THAT IS SET FLUSH
 FG1818'WITH THE GROUND SURFACE.  IT IS 46.5 FEET SOUTHEAST OF THE METAL
 FG1818'WITNESS POST, 37 FEET EAST OF THE FENCE, 3.7 FEET NORTH OF A LARGE
 FG1818'OAK TREE AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION
 FG1818'MARK DEVILS 1928.
 FG1818'
 FG1818'STATION DEVILS, IS A STANDARD STATION DISK STAMPED DEVILS 1928.  THE
 FG1818'SURFACE DISK IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT
 FG1818'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS UNDER
 FG1818'CENTER OF THE DEVILS KNOB LOOKOUT TOWER.  THE UNDERGROUND MARK IS A
 FG1818'STANDARD DISK CEMENTED IN A BOULDER., STAMPED DEVILS 1928.
 FG1818'
 FG1818'AZIMUTH MARK, A STANDARD DISK STAMPED DEVILS 1928 1971, IS CEMENTED
 FG1818'IN A DRILL HOLE IN BEDROCK THAT IS 1-INCH BELOW THE GROUND SURFACE.
 FG1818'IT IS 92 FEET EAST OF THE ROAD FORK, 40 FEET SOUTH OF A POWER LINE
 FG1818'POLE, 24 FEET NORTH OF THE CENTER OF ROAD 1003 AND 6.5 FEET NORTH
 FG1818'OF A METAL WITNESS POST.
 FG1818'
 FG1818'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY FOR 0.15
 FG1818'MILE TO A T ROAD.  TURN LEFT AND GO EAST ON ROAD 1432 FOR 0.7 MILE
 FG1818'TO A REVERSE FORK.  CONTINUE EAST ON ROAD 1003 FOR 0.8 MILE TO A
 FG1818'FORK AND THE AZIMUTH MARK ON THE LEFT.
 FG1818'
 FG1818'NOTICE--THIS STATION HAS AN UNDERGROUND MARK AND IT IS 36-INCHES
 FG1818'BELOW THE GROUND SURFACE.
 FG1818'
 FG1818'HEIGHT OF LIGHT ABOVE STATION MARK 18.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0749 ***********************************************************************
 EJ0749  DESIGNATION -  DEW
 EJ0749  PID         -  EJ0749
 EJ0749  STATE/COUNTY-  AR/SALINE
 EJ0749  USGS QUAD   -  BENTON (1984)
 EJ0749
 EJ0749                         *CURRENT SURVEY CONTROL
 EJ0749  ___________________________________________________________________
 EJ0749* NAD 83(1986)-  34 35 12.     (N)    092 30 41.     (W)     SCALED    
 EJ0749* NAVD 88     -       110.791  (meters)     363.49   (feet)  ADJUSTED  
 EJ0749  ___________________________________________________________________
 EJ0749  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EJ0749  DYNAMIC HT  -         110.687 (meters)     363.15  (feet)  COMP
 EJ0749  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 EJ0749
 EJ0749  VERT ORDER  -  FIRST     CLASS II
 EJ0749
 EJ0749.The horizontal coordinates were scaled from a topographic map and have
 EJ0749.an estimated accuracy of +/- 6 seconds.
 EJ0749
 EJ0749.The orthometric height was determined by differential leveling
 EJ0749.and adjusted by the National Geodetic Survey in June 1991..
 EJ0749
 EJ0749.The geoid height was determined by GEOID03.
 EJ0749
 EJ0749.The dynamic height is computed by dividing the NAVD 88
 EJ0749.geopotential number by the normal gravity value computed on the
 EJ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0749.degrees latitude (g = 980.6199 gals.).
 EJ0749
 EJ0749.The modeled gravity was interpolated from observed gravity values.
 EJ0749
 EJ0749;                    North         East    Units  Estimated Accuracy
 EJ0749;SPC AR S     -   613,070.      353,090.      MT  (+/- 180 meters Scaled)
 EJ0749
 EJ0749                          SUPERSEDED SURVEY CONTROL
 EJ0749
 EJ0749  NGVD 29 (??/??/92)  110.823  (m)          363.59   (f) ADJ UNCH    1 2
 EJ0749
 EJ0749.Superseded values are not recommended for survey control.
 EJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0749.See file dsdata.txt to determine how the superseded data were derived.
 EJ0749
 EJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU448273(NAD 83)
 EJ0749_MARKER: DB = BENCH MARK DISK
 EJ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0749_STAMPING: DEW 1934
 EJ0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0749+STABILITY: SURFACE MOTION
 EJ0749
 EJ0749  HISTORY     - Date     Condition        Report By
 EJ0749  HISTORY     - 1934     MONUMENTED       CGS
 EJ0749  HISTORY     - 1935     GOOD             NGS
 EJ0749  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0749  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0749
 EJ0749                          STATION DESCRIPTION
 EJ0749
 EJ0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0749'1.2 MI SW FROM BRYANT.
 EJ0749'1.2 MILE SOUTHWEST OF MISSOURI PACIFIC R.R. STATION, ALONG M.P.R.R.
 EJ0749'TRACK.  ABOUT .25 MILE EAST OF SPUR LINE LEADING SOUTHEAST FROM MAIN
 EJ0749'TRACK. ABOUT 300 FEET NORTHEAST OF MILE POLE 364. ABOUT 225 FEET
 EJ0749'SOUTHEAST OF MISSOURI PACIFIC R.R.BRIDGE NO. 545. 10 FEET EAST OF
 EJ0749'CENTERLINE OF EAST TRACKS OF MISSOURI PACIFIC R.R. TABLET SET IN
 EJ0749'PRECAST CONCRETE POST.
 EJ0749
 EJ0749                          STATION RECOVERY (1973)
 EJ0749
 EJ0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EJ0749'MARK NOT FOUND.
 EJ0749
 EJ0749                          STATION RECOVERY (1998)
 EJ0749
 EJ0749'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2975 ***********************************************************************
 EH2975  DESIGNATION -  DEWITT
 EH2975  PID         -  EH2975
 EH2975  STATE/COUNTY-  AR/ARKANSAS
 EH2975  USGS QUAD   -  DE WITT (1968)
 EH2975
 EH2975                         *CURRENT SURVEY CONTROL
 EH2975  ___________________________________________________________________
 EH2975* NAD 83(1997)-  34 17 30.65854(N)    091 21 11.73843(W)     ADJUSTED  
 EH2975* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 EH2975  ___________________________________________________________________
 EH2975  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EH2975  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH2975
 EH2975  HORZ ORDER  -  SECOND
 EH2975
 EH2975.The horizontal coordinates were established by classical geodetic methods
 EH2975.and adjusted by the National Geodetic Survey in September 1999..
 EH2975
 EH2975.The orthometric height was scaled from a topographic map.
 EH2975
 EH2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2975
 EH2975.The geoid height was determined by GEOID03.
 EH2975
 EH2975;                    North         East     Units Scale Factor Converg.
 EH2975;SPC AR S     -   580,441.745   459,539.110   MT  0.99992853   +0 21 43.1
 EH2975;SPC AR S     - 1,904,332.63  1,507,671.23   sFT  0.99992853   +0 21 43.1
 EH2975;UTM  15      - 3,795,743.742   651,558.438   MT  0.99988314   +0 55 40.7
 EH2975
 EH2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2975!SPC AR S     -   0.99999553  x   0.99992853  =   0.99992406
 EH2975!UTM  15      -   0.99999553  x   0.99988314  =   0.99987867
 EH2975
 EH2975:                Primary Azimuth Mark                     Grid Az
 EH2975:SPC AR S     -  DEWITT AZ MK                             065 44 54.9
 EH2975:UTM  15      -  DEWITT AZ MK                             065 10 57.3
 EH2975
 EH2975|---------------------------------------------------------------------|
 EH2975| PID    Reference Object                     Distance      Geod. Az  |
 EH2975|                                                           dddmmss.s |
 EH2975| CY5953 DEWITT AZ MK                                       0660638.0 |
 EH2975| CY5954 DEWITT RM 1                          40.782 METERS 08637     |
 EH2975| CY5955 DEWITT RM 2                          39.325 METERS 33536     |
 EH2975|---------------------------------------------------------------------|
 EH2975
 EH2975                          SUPERSEDED SURVEY CONTROL
 EH2975
 EH2975  NAD 83(1986)-  34 17 30.66619(N)    091 21 11.73349(W) AD(       ) 2
 EH2975  NAD 27      -  34 17 30.30538(N)    091 21 11.29605(W) AD(       ) 2
 EH2975
 EH2975.Superseded values are not recommended for survey control.
 EH2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2975.See file dsdata.txt to determine how the superseded data were derived.
 EH2975
 EH2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5155895744(NAD 83)
 EH2975_MARKER: DS = TRIANGULATION STATION DISK
 EH2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2975
 EH2975  HISTORY     - Date     Condition        Report By
 EH2975  HISTORY     - 1965     MONUMENTED       CGS
 EH2975
 EH2975                          STATION DESCRIPTION
 EH2975
 EH2975'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2975'THE STATION IS AT THE WEST EDGE OF DEWITT AND ON PROPERTY
 EH2975'OWNED BY THE COUNTY OF ARKANSAS.
 EH2975'
 EH2975'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO SOUTH
 EH2975'ON STATE HIGHWAYS 130 AND 152 FOR 0.15 MILE TO THE JUNCTION
 EH2975'OF HIGHWAYS 130 AND 152 AND STATE HIGHWAY 152 T.  TURN RIGHT
 EH2975'AND GO WEST ON HIGHWAY 152 T FOR 0.65 MILE TO A SIDE ROAD ON
 EH2975'THE LEFT, WHERE HIGHWAY 152 T TURNS RIGHT.  TURN LEFT AND GO
 EH2975'SOUTH ON A GRAVEL ROAD, CROSSING RAILROAD TRACKS, FOR 0.05
 EH2975'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE
 EH2975'GRAVEL ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT AND
 EH2975'A TRAILER PARK IN THE SOUTHWEST ANGLE.  TURN RIGHT AND GO
 EH2975'WEST ON A GRAVEL ROAD FOR 0.05 MILE TO THE ARKANSAS COUNTY
 EH2975'SHOP BUILDING ON THE LEFT.  CONTINUE WEST ON A TRACK ROAD
 EH2975'FOR 0.1 MILE TO A FENCE CORNER ON THE RIGHT AND THE
 EH2975'STATION ON THE LEFT.
 EH2975'
 EH2975'STATION MARKS ARE STANDARD DISKS STAMPED DEWITT 1965.  THE
 EH2975'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 EH2975'THE SURFACE OF THE GROUND.  IT IS 39.5 FEET WEST OF A 24 INCH
 EH2975'OAK TREE, 32 FEET SOUTH OF THE CENTER OF THE TRACK ROAD,
 EH2975'AND 27.5 FEET EAST OF A METAL WITNESS POST SET IN A FENCE.
 EH2975'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH2975'46 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2975'
 EH2975'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEWITT NO 1
 EH2975'1965, IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 EH2975'SURFACE OF THE GROUND.  IT IS 93 FEET EAST OF THE 24 INCH
 EH2975'OAK TREE, 33 FEET SOUTH OF THE CENTER OF THE TRACK ROAD,
 EH2975'AND 12.5 FEET NORTHEAST OF A 5 INCH CEDAR TREE.
 EH2975'
 EH2975'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEWITT NO 2
 EH2975'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2975'3 INCHES.  IT IS 55 FEET NORTH OF A CORNER FENCE POST, 8
 EH2975'FEET EAST OF THE CENTER OF A LANE, AND 1 FOOT WEST OF A
 EH2975'FENCE.
 EH2975'
 EH2975'AZIMUTH MARK, A STANDARD DISK STAMPED DEWITT 1965, IS SET
 EH2975'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 EH2975'44 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACKS, 36 FEET
 EH2975'EAST OF A TELEPHONE POLE, 23 FEET WEST OF THE CENTER OF A
 EH2975'GRAVEL ROAD, 1.7 FEET NORTH OF A CORNER FENCE POST, AND 1.7
 EH2975'FEET SOUTH OF A METAL WITNESS POST.
 EH2975'
 EH2975'NOTE- REFERENCE MARKS MEASURED WITH 300 FOOT TAPE PULLING
 EH2975'7 KG TAPE TENSION.
 EH2975'
 EH2975'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2974 ***********************************************************************
 EH2974  DESIGNATION -  DEWITT BLACK RICE MILLING W TK
 EH2974  PID         -  EH2974
 EH2974  STATE/COUNTY-  AR/ARKANSAS
 EH2974  USGS QUAD   -  DE WITT (1968)
 EH2974
 EH2974                         *CURRENT SURVEY CONTROL
 EH2974  ___________________________________________________________________
 EH2974* NAD 83(1997)-  34 17 25.28655(N)    091 20 21.50141(W)     ADJUSTED  
 EH2974* NAVD 88     -                                                        
 EH2974  ___________________________________________________________________
 EH2974  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 EH2974  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH2974
 EH2974  HORZ ORDER  -  THIRD
 EH2974
 EH2974.The horizontal coordinates were established by classical geodetic methods
 EH2974.and adjusted by the National Geodetic Survey in September 1999..
 EH2974
 EH2974
 EH2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2974
 EH2974.The geoid height was determined by GEOID03.
 EH2974
 EH2974;                    North         East     Units Scale Factor Converg.
 EH2974;SPC AR S     -   580,284.435   460,824.839   MT  0.99992841   +0 22 11.2
 EH2974;SPC AR S     - 1,903,816.52  1,511,889.49   sFT  0.99992841   +0 22 11.2
 EH2974;UTM  15      - 3,795,599.147   652,845.603   MT  0.99988797   +0 56 08.9
 EH2974
 EH2974                          SUPERSEDED SURVEY CONTROL
 EH2974
 EH2974  NAD 83(1986)-  34 17 25.29420(N)    091 20 21.49653(W) AD(       ) 4
 EH2974  NAD 27      -  34 17 24.93290(N)    091 20 21.05457(W) AD(       ) 3
 EH2974
 EH2974.Superseded values are not recommended for survey control.
 EH2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2974.See file dsdata.txt to determine how the superseded data were derived.
 EH2974
 EH2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5284695599(NAD 83)
 EH2974_MARKER: 53 = ELEVATED TANK
 EH2974
 EH2974  HISTORY     - Date     Condition        Report By
 EH2974  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2974
 EH2974                          STATION DESCRIPTION
 EH2974
 EH2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2974'STATION IS THE BALL ON TOP IF THE SMALLEST OF TWO WATER TANKS
 EH2974'SET NEXT TO EACH OTHER AND ON INDIVIDUAL SUPPORTS ON THE L.A.
 EH2974'BLACK RICE MILLING COMPANYS PROPERTY IN THE CITY OF DE WITT.
 EH2974'THE STRUCTURE IS APPROXIMATELY 125 FEET HIGH AND PAINTED A
 EH2974'SILVER COLOR.  IT IS IN THE SOUTHWEST SECTION OF THE TOWN OF
 EH2974'DE WITT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2976 ***********************************************************************
 EH2976  DESIGNATION -  DEWITT BLACK RICE MILLING E TK
 EH2976  PID         -  EH2976
 EH2976  STATE/COUNTY-  AR/ARKANSAS
 EH2976  USGS QUAD   -  DE WITT (1968)
 EH2976
 EH2976                         *CURRENT SURVEY CONTROL
 EH2976  ___________________________________________________________________
 EH2976* NAD 83(1997)-  34 17 25.27948(N)    091 20 20.93351(W)     ADJUSTED  
 EH2976* NAVD 88     -                                                        
 EH2976  ___________________________________________________________________
 EH2976  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 EH2976  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH2976
 EH2976  HORZ ORDER  -  THIRD
 EH2976
 EH2976.The horizontal coordinates were established by classical geodetic methods
 EH2976.and adjusted by the National Geodetic Survey in September 1999..
 EH2976
 EH2976
 EH2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2976
 EH2976.The geoid height was determined by GEOID03.
 EH2976
 EH2976;                    North         East     Units Scale Factor Converg.
 EH2976;SPC AR S     -   580,284.311   460,839.363   MT  0.99992841   +0 22 11.5
 EH2976;SPC AR S     - 1,903,816.11  1,511,937.14   sFT  0.99992841   +0 22 11.5
 EH2976;UTM  15      - 3,795,599.166   652,860.127   MT  0.99988803   +0 56 09.2
 EH2976
 EH2976                          SUPERSEDED SURVEY CONTROL
 EH2976
 EH2976  NAD 83(1986)-  34 17 25.28715(N)    091 20 20.92863(W) AD(       ) 4
 EH2976  NAD 27      -  34 17 24.92519(N)    091 20 20.49214(W) AD(       ) 3
 EH2976
 EH2976.Superseded values are not recommended for survey control.
 EH2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2976.See file dsdata.txt to determine how the superseded data were derived.
 EH2976
 EH2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5286095599(NAD 83)
 EH2976_MARKER: 53 = ELEVATED TANK
 EH2976
 EH2976  HISTORY     - Date     Condition        Report By
 EH2976  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2976
 EH2976                          STATION DESCRIPTION
 EH2976
 EH2976'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2976'STATION IS THE BALL ON TOP OF THE HIGHEST OF TWO WATER TANKS
 EH2976'SET NEXT TO EACH OTHER AND ON INDIVIDUAL SUPPORTS ON THE L.A.
 EH2976'BLACK RICE MILLING COMPANYS PROPERTY IN THE CITY OF DE WITT.
 EH2976'THE STRUCTURE IS APPROXIMATELY 150 FEET HIGH AND PAINTED A SILVER
 EH2976'COLOR.  IT IS IN THE SOUTHWEST SECTION OF THE TOWN OF DE WITT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2979 ***********************************************************************
 EH2979  DESIGNATION -  DEWITT MUNICIPAL TANK
 EH2979  PID         -  EH2979
 EH2979  STATE/COUNTY-  AR/ARKANSAS
 EH2979  USGS QUAD   -  DE WITT (1968)
 EH2979
 EH2979                         *CURRENT SURVEY CONTROL
 EH2979  ___________________________________________________________________
 EH2979* NAD 83(1997)-  34 17 34.02422(N)    091 20 07.86820(W)     ADJUSTED  
 EH2979* NAVD 88     -                                                        
 EH2979  ___________________________________________________________________
 EH2979  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 EH2979  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2979
 EH2979  HORZ ORDER  -  THIRD
 EH2979
 EH2979.The horizontal coordinates were established by classical geodetic methods
 EH2979.and adjusted by the National Geodetic Survey in September 1999..
 EH2979
 EH2979
 EH2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2979
 EH2979.The geoid height was determined by GEOID03.
 EH2979
 EH2979;                    North         East     Units Scale Factor Converg.
 EH2979;SPC AR S     -   580,555.903   461,171.726   MT  0.99992860   +0 22 18.9
 EH2979;SPC AR S     - 1,904,707.16  1,513,027.57   sFT  0.99992860   +0 22 18.9
 EH2979;UTM  15      - 3,795,874.017   653,189.777   MT  0.99988927   +0 56 16.8
 EH2979
 EH2979                          SUPERSEDED SURVEY CONTROL
 EH2979
 EH2979  NAD 83(1986)-  34 17 34.03187(N)    091 20 07.86340(W) AD(       ) 4
 EH2979  NAD 27      -  34 17 33.67285(N)    091 20 07.41575(W) AD(       ) 3
 EH2979
 EH2979.Superseded values are not recommended for survey control.
 EH2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2979.See file dsdata.txt to determine how the superseded data were derived.
 EH2979
 EH2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5319095874(NAD 83)
 EH2979_MARKER: 51 = TANK
 EH2979
 EH2979  HISTORY     - Date     Condition        Report By
 EH2979  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2979
 EH2979                          STATION DESCRIPTION
 EH2979
 EH2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2979'STATION IS THE BALL ON TOP OF THE DE WITT MUNICIPAL WATER
 EH2979'TANK, LOCATED ON THE CORNER OF S.W. MAIN AND W. 2ND. STREETS
 EH2979'IN DE WITT.  THE STRUCTURE IS PAINTED SILVER AND IS APPROXIMATELY
 EH2979'150 FEET HIGH.  THE TANK HAS DEWITT MUNICIPAL WATER WORKS
 EH2979'INSCRIBED ON ITS NORTH AND SOUTH SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2980 ***********************************************************************
 EH2980  DESIGNATION -  DEWITT RADIO STA KKK 79 TOWER
 EH2980  PID         -  EH2980
 EH2980  STATE/COUNTY-  AR/ARKANSAS
 EH2980  USGS QUAD   -  DE WITT (1968)
 EH2980
 EH2980                         *CURRENT SURVEY CONTROL
 EH2980  ___________________________________________________________________
 EH2980* NAD 83(1997)-  34 17 44.51281(N)    091 20 19.11579(W)     ADJUSTED  
 EH2980* NAVD 88     -                                                        
 EH2980  ___________________________________________________________________
 EH2980  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 EH2980  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2980
 EH2980  HORZ ORDER  -  THIRD
 EH2980
 EH2980.The horizontal coordinates were established by classical geodetic methods
 EH2980.and adjusted by the National Geodetic Survey in September 1999..
 EH2980
 EH2980
 EH2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2980
 EH2980.The geoid height was determined by GEOID03.
 EH2980
 EH2980;                    North         East     Units Scale Factor Converg.
 EH2980;SPC AR S     -   580,877.198   460,882.018   MT  0.99992883   +0 22 12.6
 EH2980;SPC AR S     - 1,905,761.27  1,512,077.09   sFT  0.99992883   +0 22 12.6
 EH2980;UTM  15      - 3,796,192.422   652,896.921   MT  0.99988817   +0 56 10.7
 EH2980
 EH2980                          SUPERSEDED SURVEY CONTROL
 EH2980
 EH2980  NAD 83(1986)-  34 17 44.52053(N)    091 20 19.11069(W) AD(       ) 4
 EH2980  NAD 27      -  34 17 44.15791(N)    091 20 18.67404(W) AD(       ) 3
 EH2980
 EH2980.Superseded values are not recommended for survey control.
 EH2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2980.See file dsdata.txt to determine how the superseded data were derived.
 EH2980
 EH2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5289796192(NAD 83)
 EH2980_MARKER: 43 = RADIO/TV TOWER
 EH2980
 EH2980  HISTORY     - Date     Condition        Report By
 EH2980  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2980
 EH2980                          STATION DESCRIPTION
 EH2980
 EH2980'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2980'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 3 LEGGED
 EH2980'SELF-SUPPORTING TOWER MADE OF TUBELAR STRUCTURAL STEEL, PAINTED
 EH2980'IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.  THE
 EH2980'OVERALL HEIGHT OF THE TOWER IS 150 FEET.
 EH2980'
 EH2980'LOCATED NORTHEAST OF THE INTERSECTION OF CROSSMAIN AND MADISON
 EH2980'STREETS IN DEWITT.  IT IS OWNED BY THE SOUTHWESTERN STATES
 EH2980'TELEPHONE CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2978 ***********************************************************************
 EH2978  DESIGNATION -  DEWITT SMITH RICE MILL W TANK
 EH2978  PID         -  EH2978
 EH2978  STATE/COUNTY-  AR/ARKANSAS
 EH2978  USGS QUAD   -  DE WITT (1968)
 EH2978
 EH2978                         *CURRENT SURVEY CONTROL
 EH2978  ___________________________________________________________________
 EH2978* NAD 83(1997)-  34 17 38.89704(N)    091 20 48.27256(W)     ADJUSTED  
 EH2978* NAVD 88     -                                                        
 EH2978  ___________________________________________________________________
 EH2978  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 EH2978  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH2978
 EH2978  HORZ ORDER  -  THIRD
 EH2978
 EH2978.The horizontal coordinates were established by classical geodetic methods
 EH2978.and adjusted by the National Geodetic Survey in September 1999..
 EH2978
 EH2978
 EH2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2978
 EH2978.The geoid height was determined by GEOID03.
 EH2978
 EH2978;                    North         East     Units Scale Factor Converg.
 EH2978;SPC AR S     -   580,699.387   460,137.559   MT  0.99992871   +0 21 56.2
 EH2978;SPC AR S     - 1,905,177.91  1,509,634.64   sFT  0.99992871   +0 21 56.2
 EH2978;UTM  15      - 3,796,007.271   652,154.286   MT  0.99988537   +0 55 54.1
 EH2978
 EH2978                          SUPERSEDED SURVEY CONTROL
 EH2978
 EH2978  NAD 83(1986)-  34 17 38.90462(N)    091 20 48.26778(W) AD(       ) 4
 EH2978  NAD 27      -  34 17 38.54299(N)    091 20 47.83276(W) AD(       ) 3
 EH2978
 EH2978.Superseded values are not recommended for survey control.
 EH2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2978.See file dsdata.txt to determine how the superseded data were derived.
 EH2978
 EH2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5215496007(NAD 83)
 EH2978_MARKER: 51 = TANK
 EH2978
 EH2978  HISTORY     - Date     Condition        Report By
 EH2978  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2978
 EH2978                          STATION DESCRIPTION
 EH2978
 EH2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2978'STATION IS THE BALL ON TOP OF THE WEST ONE OF TWO WATER
 EH2978'TANKS OWNED BY THE SMITH RICE MILL COMPANY.  THE STRUCTURE
 EH2978'IS 90 FEET HIGH AND PAINTED A SILVER COLOR.  IT IS IN THE
 EH2978'WEST SECTION OF THE TOWN OF DE WITT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0155 ***********************************************************************
 EK0155  DESIGNATION -  DIERKS
 EK0155  PID         -  EK0155
 EK0155  STATE/COUNTY-  AR/HOWARD
 EK0155  USGS QUAD   -  DIERKS (1966)
 EK0155
 EK0155                         *CURRENT SURVEY CONTROL
 EK0155  ___________________________________________________________________
 EK0155* NAD 83(1986)-  34 07 08.     (N)    094 01 07.     (W)     SCALED    
 EK0155* NAVD 88     -       131.347  (meters)     430.93   (feet)  ADJUSTED  
 EK0155  ___________________________________________________________________
 EK0155  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EK0155  DYNAMIC HT  -         131.214 (meters)     430.49  (feet)  COMP
 EK0155  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 EK0155
 EK0155  VERT ORDER  -  SECOND    CLASS 0
 EK0155
 EK0155.The horizontal coordinates were scaled from a topographic map and have
 EK0155.an estimated accuracy of +/- 6 seconds.
 EK0155
 EK0155.The orthometric height was determined by differential leveling
 EK0155.and adjusted by the National Geodetic Survey in June 1991..
 EK0155
 EK0155.The geoid height was determined by GEOID03.
 EK0155
 EK0155.The dynamic height is computed by dividing the NAVD 88
 EK0155.geopotential number by the normal gravity value computed on the
 EK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0155.degrees latitude (g = 980.6199 gals.).
 EK0155
 EK0155.The modeled gravity was interpolated from observed gravity values.
 EK0155
 EK0155;                    North         East    Units  Estimated Accuracy
 EK0155;SPC AR S     -   562,910.      213,800.      MT  (+/- 180 meters Scaled)
 EK0155
 EK0155                          SUPERSEDED SURVEY CONTROL
 EK0155
 EK0155  NGVD 29 (??/??/92)  131.311  (m)          430.81   (f) ADJ UNCH    2 0
 EK0155
 EK0155.Superseded values are not recommended for survey control.
 EK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0155.See file dsdata.txt to determine how the superseded data were derived.
 EK0155
 EK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT060758(NAD 83)
 EK0155_MARKER: DB = BENCH MARK DISK
 EK0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0155_STAMPING: DIERKS 1934
 EK0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0155+STABILITY: SURFACE MOTION
 EK0155
 EK0155  HISTORY     - Date     Condition        Report By
 EK0155  HISTORY     - 1934     MONUMENTED       CGS
 EK0155  HISTORY     - 1962     GOOD             NGS
 EK0155
 EK0155                          STATION DESCRIPTION
 EK0155
 EK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0155'IN DIERKS.
 EK0155'IN THE TOWN 35 FEET SOUTH OF SECOND STREET, 32.7 FEET EAST OF
 EK0155'NORTHEAST CORNER OF LEGION HUT, 32 FEET WEST OF CENTERLINE
 EK0155'OF LOUISIANA AVENUE, 26.8 FEET NORTH OF CENTERLINE OF GATEWAY
 EK0155'TO MAIN ENTRANCE, 2 FEET SOUTHWEST OF NORTHEAST FENCE CORNER
 EK0155'STONE POST, BRONZE TABLET SET IN 3-INCH IRON PIPE FILLED WITH
 EK0155'CONCRETE, 0.3 FT. ABOVE GROUND.
 EK0155
 EK0155                          STATION RECOVERY (1962)
 EK0155
 EK0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK1022 ***********************************************************************
 EK1022  DESIGNATION -  DIERKS
 EK1022  PID         -  EK1022
 EK1022  STATE/COUNTY-  AR/HOWARD
 EK1022  USGS QUAD   -  DIERKS DAM (1966)
 EK1022
 EK1022                         *CURRENT SURVEY CONTROL
 EK1022  ___________________________________________________________________
 EK1022* NAD 83(1997)-  34 09 41.59581(N)    094 00 06.43415(W)     ADJUSTED  
 EK1022* NAVD 88     -       233.8    (meters)     767.     (feet)  VERTCON   
 EK1022  ___________________________________________________________________
 EK1022  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 EK1022  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EK1022
 EK1022  HORZ ORDER  -  SECOND
 EK1022
 EK1022.The horizontal coordinates were established by classical geodetic methods
 EK1022.and adjusted by the National Geodetic Survey in September 1999..
 EK1022
 EK1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1022
 EK1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK1022
 EK1022.The geoid height was determined by GEOID03.
 EK1022
 EK1022;                    North         East     Units Scale Factor Converg.
 EK1022;SPC AR S     -   567,606.084   215,442.509   MT  0.99992092   -1 07 13.4
 EK1022;SPC AR S     - 1,862,220.96    706,830.96   sFT  0.99992092   -1 07 13.4
 EK1022;UTM  15      - 3,780,522.366   407,660.871   MT  0.99970510   -0 33 45.3
 EK1022
 EK1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1022!SPC AR S     -   0.99996766  x   0.99992092  =   0.99988858
 EK1022!UTM  15      -   0.99996766  x   0.99970510  =   0.99967277
 EK1022
 EK1022|---------------------------------------------------------------------|
 EK1022| PID    Reference Object                     Distance      Geod. Az  |
 EK1022|                                                           dddmmss.s |
 EK1022| CX5733 DIERKS RM 1                          23.576 METERS 19150     |
 EK1022| EK0866 DIERKS MUNICIPAL TANK               APPROX. 4.6 KM 1953603.9 |
 EK1022| EK0865 BLUE RIDGE LOOKOUT TOWER             36.256 METERS 25338     |
 EK1022| CX5732 DIERKS AZ MK                                       2575635.0 |
 EK1022| CX5734 DIERKS RM 2                          24.917 METERS 31404     |
 EK1022|---------------------------------------------------------------------|
 EK1022
 EK1022                          SUPERSEDED SURVEY CONTROL
 EK1022
 EK1022  NAD 83(1997)-  34 09 41.60129(N)    094 00 06.43064(W) AD(       ) 2
 EK1022  NAD 83(1986)-  34 09 41.60516(N)    094 00 06.42628(W) AD(       ) 2
 EK1022  NAD 27      -  34 09 41.19900(N)    094 00 05.72560(W) AD(       ) 2
 EK1022  NGVD 29 (07/19/86)  233.8    (m)          767.     (f) VERT ANG       
 EK1022
 EK1022.Superseded values are not recommended for survey control.
 EK1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1022.See file dsdata.txt to determine how the superseded data were derived.
 EK1022
 EK1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0766180522(NAD 83)
 EK1022_MARKER: DS = TRIANGULATION STATION DISK
 EK1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EK1022
 EK1022  HISTORY     - Date     Condition        Report By
 EK1022  HISTORY     - 1951     MONUMENTED       CGS
 EK1022  HISTORY     - 1957     GOOD             CGS
 EK1022  HISTORY     - 1962     GOOD             CGS
 EK1022  HISTORY     - 1974     GOOD             NGS
 EK1022
 EK1022                          STATION DESCRIPTION
 EK1022
 EK1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 EK1022'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF DIERKS,
 EK1022'ADJACENT TO THE BLUE RIDGE LOOKOUT TOWER AND ON LAND OWNED
 EK1022'BY THE STATE.  IT IS ABOUT 200 FEET EAST OF THE FOREST RANGERS
 EK1022'HOUSE AND 58 FEET WEST OF A FENCE.
 EK1022'
 EK1022'TO REACH THE STATION FROM THE POST OFFICE IN DIERKS, GO NORTHERLY
 EK1022'ON U.S. HIGHWAY 70 FOR 3.65 MILES TO THE LOOKOUT TOWER AND THE
 EK1022'STATION ON THE RIGHT.
 EK1022'
 EK1022'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 EK1022'
 EK1022'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 EK1022'STAMPED DIERKS 1951.
 EK1022'
 EK1022'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE FENCE.  THE
 EK1022'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED DIERKS NO 1 1951.
 EK1022'
 EK1022'REFERENCE MARK NO. 2 IS 3 FEET SOUTH OF THE FENCE.  THE MARK
 EK1022'PROJECTS 3 INCHES AND THE DISK IS STAMPED DIERKS NO 2 1951.
 EK1022'
 EK1022'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF THE
 EK1022'LOOKOUT TOWER.
 EK1022'
 EK1022'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EK1022'CYLINDERS.
 EK1022'
 EK1022'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EK1022
 EK1022                          STATION RECOVERY (1957)
 EK1022
 EK1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EK1022'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 EK1022'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 EK1022'MARK WAS ESTABLISHED.
 EK1022'
 EK1022'FOLLOWING IS A NEW DESCRIPTION--
 EK1022'
 EK1022'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF DIERKS
 EK1022'AT THE SITE OF THE BLUE RIDGE LOOKOUT TOWER, ABOUT 200 FEET
 EK1022'EAST OF A HOUSE, 78 FEET SOUTHEAST OF A FENCE AND 58 FEET
 EK1022'NORTHWEST OF A FENCE.  IT IS STAMPED DIERKS 1951 AND IS FLUSH
 EK1022'WITH THE GROUND SURFACE.
 EK1022'
 EK1022'REFERENCE MARK NO. 1 IS 91 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 EK1022'LEG OF LOOKOUT TOWER AND 31 FEET NORTHWEST OF A FENCE.  IT
 EK1022'IS STAMPED DIERKS NO 1 1951 AND PROJECTS 5 INCHES.
 EK1022'
 EK1022'REFERENCE MARK NO. 2 IS 89 FEET NORTH-NORTHEAST OF THE NORTHEAST
 EK1022'LEG OF LOOKOUT TOWER, 3 FEET SOUTHEAST OF A FENCE AND IS
 EK1022'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 EK1022'STAMPED DIERKS NO 2 1951 AND PROJECTS 2 INCHES.
 EK1022'
 EK1022'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, ABOUT 0.05 MILE
 EK1022'SOUTHWEST OF A T INTERSECTION AND 40 FEET NORTHWEST OF THE
 EK1022'CENTER OF U.S. HIGHWAY 70.  THE DISK IS STAMPED DIERKS 1951 1957.
 EK1022'
 EK1022'TO REACH THE STATION FROM THE POST OFFICE IN DIERKS, GO
 EK1022'NORTH AND NORTHEAST ON U.S. HIGHWAY 70 FOR 3.2 MILES TO THE
 EK1022'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTHEAST
 EK1022'FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT FOR 0.1 MILE
 EK1022'TO SITE OF LOOKOUT TOWER AND STATION AS DESCRIBED.
 EK1022
 EK1022                          STATION RECOVERY (1962)
 EK1022
 EK1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EK1022'THIS STATION RECOVERED AS DESCRIBED IN 1957 AND ALL MARKS
 EK1022'FOUND IN GOOD CONDITION.
 EK1022'
 EK1022'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EK1022'FOR RECOVERY.
 EK1022
 EK1022                          STATION RECOVERY (1974)
 EK1022
 EK1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 EK1022'THE STATION WAS NOT OCCUPIED AT THIS DATE.
 EK1022'
 EK1022'THE STATION WAS VISITED 4-16-74 AND THE STATION AND REFERENCE MARKS
 EK1022'WERE FOUND IN GOOD CONDITION, THE AZIMUTH MARK WAS FOUND WITH THE
 EK1022'DISK REMOVED AND ONLY THE DRILL HOLE IN THE BOULDER AND THE IMPRINT
 EK1022'OF THE OUTSIDE OF THE DISK WAS VISIBLE.  A NEW DISK WAS SET IN THE
 EK1022'DRILL HOLE.  THE AZIMUTH MARK IS CURRENTLY OBSTRUCTED FROM THE
 EK1022'STATION BY TIMBER.  A NEW DESCRIPTION FOLLOWS--
 EK1022'
 EK1022'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF DIERKS AT THE SITE
 EK1022'OF THE BLUE RIDGE LOOKOUT TOWER, 204 FEET SOUTHEAST OF THE CENTER OF
 EK1022'U.S. HIGHWAY 70, 93 FEET SOUTHEAST OF THE CENTER OF THE ROAD TO THE
 EK1022'FIRE TOWER, 78 FEET SOUTHEAST OF A FENCE LINE, 58 FEET NORTHWEST
 EK1022'OF A FENCE, AND 109 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 EK1022'FIRE TOWER.  IT IS STAMPED DIERKS 1951, FLUSH WITH THE GROUND.
 EK1022'
 EK1022'REFERENCE MARK NO. 1 IS 77.35 FEET SSW OF THE STATION 92 FEET
 EK1022'SOUTHEAST OF THE SOUTH LEG OF THE FIRE TOWER, 54.6 FEET NORTH OF THE
 EK1022'CENTER OF RADIO MAST, 8 FEET NORTHWEST OF A 2-FOOT PINE TREE.  IT
 EK1022'IS A REFERENCE MARK DISK STAMPED DIERKS NO 1 1951, PROJECTING 4
 EK1022'INCHES.
 EK1022'
 EK1022'REFERENCE MARK NO. 2 IS 81.75 FEET NORTHWEST OF THE STATION.  IT IS
 EK1022'3 FEET SOUTHEAST OF A FENCE LINE, 123 FEET SOUTHEAST OF THE CENTER
 EK1022'OF U.S. HIGHWAY 70, 20 FEET SOUTHEAST OF THE CENTER OF THE ROAD TO
 EK1022'THE FIRE TOWER, 91 FEET NORTH OF THE NORTH LEG OF THE FIRE TOWER.
 EK1022'IT IS A REFERENCE MARK DISK STAMPED DIERKS NO 2 1951, FLUSH WITH
 EK1022'THE GROUND.
 EK1022'
 EK1022'THE AZIMUTH MARK IS 0.2 MILE WEST-SOUTHWEST OF THE STATION, 184 FEET
 EK1022'WEST OF STATE HIGHWAY 4 AND 41 FEET NORTH OF THE CENTER OF U.S.
 EK1022'HIGHWAY 70 IN THE NORTH BANK OF THE HIGHWAY.  IT IS A DISK STAMPED
 EK1022'DIERKS 1951 SET IN A DRILL HOLE IN A BOULDER.
 EK1022'
 EK1022'TO REACH THE STATION FROM THE POST OFFICE IN DIERKS, GO NORTHERLY
 EK1022'ON U.S. HIGHWAY 70 FOR 3.2 MILES TO THE AZIMUTH MARK ON THE LEFT,
 EK1022'CONTINUE NORTHEAST FOR 0.2 MILE TO THE STATION AND FIRETOWER ON THE
 EK1022'RIGHT.
 EK1022'
 EK1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.6 MILES NORTH OF
 EK1022'DIERKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0877 ***********************************************************************
 EK0877  DESIGNATION -  DIERKS LMBR COAL CO TANK
 EK0877  PID         -  EK0877
 EK0877  STATE/COUNTY-  AR/SEVIER
 EK0877  USGS QUAD   -  DE QUEEN (1966)
 EK0877
 EK0877                         *CURRENT SURVEY CONTROL
 EK0877  ___________________________________________________________________
 EK0877* NAD 83(1997)-  34 01 05.55533(N)    094 22 04.58910(W)     ADJUSTED  
 EK0877* NAVD 88     -                                                        
 EK0877  ___________________________________________________________________
 EK0877  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 EK0877  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EK0877
 EK0877  HORZ ORDER  -  THIRD
 EK0877
 EK0877.The horizontal coordinates were established by classical geodetic methods
 EK0877.and adjusted by the National Geodetic Survey in September 1999..
 EK0877
 EK0877
 EK0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0877
 EK0877.The geoid height was determined by GEOID03.
 EK0877
 EK0877;                    North         East     Units Scale Factor Converg.
 EK0877;SPC AR S     -   552,431.747   181,322.255   MT  0.99991851   -1 19 31.1
 EK0877;SPC AR S     - 1,812,436.49    594,888.10   sFT  0.99991851   -1 19 31.1
 EK0877;SPC OK S     -    82,003.977   935,397.719   MT  0.99998440   +2 03 41.8
 EK0877;SPC OK S     -   269,041.38  3,068,884.02   sFT  0.99998440   +2 03 41.8
 EK0877;UTM  15      - 3,765,018.670   373,696.013   MT  0.99979665   -0 45 55.5
 EK0877
 EK0877                          SUPERSEDED SURVEY CONTROL
 EK0877
 EK0877  NAD 83(1997)-  34 01 05.55845(N)    094 22 04.58644(W) AD(       ) 4
 EK0877  NAD 83(1986)-  34 01 05.56337(N)    094 22 04.58260(W) AD(       ) 4
 EK0877  NAD 27      -  34 01 05.15600(N)    094 22 03.83200(W) AD(       ) 3
 EK0877
 EK0877.Superseded values are not recommended for survey control.
 EK0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0877.See file dsdata.txt to determine how the superseded data were derived.
 EK0877
 EK0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7369665019(NAD 83)
 EK0877_MARKER: 51 = TANK
 EK0877
 EK0877  HISTORY     - Date     Condition        Report By
 EK0877  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0877
 EK0877                          STATION DESCRIPTION
 EK0877
 EK0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0877'THIS STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF DE QUEEN,
 EK0877'AND ABOUT 100 FEET NORTHWEST OF A RAILROAD.  IT IS APPROXIMATELY
 EK0877'130 FEET HIGH, IS PAINTED SILVER, AND HAS 4 LEGS.
 EK0877'
 EK0877'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0866 ***********************************************************************
 EK0866  DESIGNATION -  DIERKS MUNICIPAL TANK
 EK0866  PID         -  EK0866
 EK0866  STATE/COUNTY-  AR/HOWARD
 EK0866  USGS QUAD   -  DIERKS (1966)
 EK0866
 EK0866                         *CURRENT SURVEY CONTROL
 EK0866  ___________________________________________________________________
 EK0866* NAD 83(1997)-  34 07 19.17572(N)    094 00 54.24970(W)     ADJUSTED  
 EK0866* NAVD 88     -                                                        
 EK0866  ___________________________________________________________________
 EK0866  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 EK0866  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EK0866
 EK0866  HORZ ORDER  -  THIRD
 EK0866
 EK0866.The horizontal coordinates were established by classical geodetic methods
 EK0866.and adjusted by the National Geodetic Survey in September 1999..
 EK0866
 EK0866
 EK0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0866
 EK0866.The geoid height was determined by GEOID03.
 EK0866
 EK0866;                    North         East     Units Scale Factor Converg.
 EK0866;SPC AR S     -   563,242.992   214,131.738   MT  0.99991963   -1 07 40.1
 EK0866;SPC AR S     - 1,847,906.38    702,530.54   sFT  0.99991963   -1 07 40.1
 EK0866;UTM  15      - 3,776,147.649   406,392.931   MT  0.99970801   -0 34 10.0
 EK0866
 EK0866                          SUPERSEDED SURVEY CONTROL
 EK0866
 EK0866  NAD 83(1997)-  34 07 19.18147(N)    094 00 54.24588(W) AD(       ) 4
 EK0866  NAD 83(1986)-  34 07 19.18470(N)    094 00 54.24202(W) AD(       ) 4
 EK0866  NAD 27      -  34 07 18.77400(N)    094 00 53.54100(W) AD(       ) 3
 EK0866
 EK0866.Superseded values are not recommended for survey control.
 EK0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0866.See file dsdata.txt to determine how the superseded data were derived.
 EK0866
 EK0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0639376148(NAD 83)
 EK0866_MARKER: 51 = TANK
 EK0866
 EK0866  HISTORY     - Date     Condition        Report By
 EK0866  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0866
 EK0866                          STATION DESCRIPTION
 EK0866
 EK0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 EK0866'THE STATION IS LOCATED IN THE NORTHEASTERLY PART OF THE
 EK0866'TOWN OF DIERKS, TWO BLOCKS EAST OF U.S. HIGHWAY NO. 70, AND
 EK0866'TWO BLOCKS WEST OF STATE HIGHWAY NO. 4.
 EK0866'
 EK0866'THE STRUCTURE IS APPROXIMATELY 125 FEET HIGH, PAINTED BLACK,
 EK0866'AND IS CONSTRUCTED OF STRUCTURAL STEEL.  THERE IS A BALL
 EK0866'AT THE APEX OF THE TANK PROPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0655 ***********************************************************************
 EJ0655  DESIGNATION -  DILL
 EJ0655  PID         -  EJ0655
 EJ0655  STATE/COUNTY-  AR/SALINE
 EJ0655  USGS QUAD   -  TRASKWOOD (1984)
 EJ0655
 EJ0655                         *CURRENT SURVEY CONTROL
 EJ0655  ___________________________________________________________________
 EJ0655* NAD 83(1986)-  34 28 42.     (N)    092 38 28.     (W)     SCALED    
 EJ0655* NAVD 88     -        86.506  (meters)     283.81   (feet)  ADJUSTED  
 EJ0655  ___________________________________________________________________
 EJ0655  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EJ0655  DYNAMIC HT  -          86.424 (meters)     283.54  (feet)  COMP
 EJ0655  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 EJ0655
 EJ0655  VERT ORDER  -  SECOND    CLASS 0
 EJ0655
 EJ0655.The horizontal coordinates were scaled from a topographic map and have
 EJ0655.an estimated accuracy of +/- 6 seconds.
 EJ0655
 EJ0655.The orthometric height was determined by differential leveling
 EJ0655.and adjusted by the National Geodetic Survey in June 1991..
 EJ0655
 EJ0655.The geoid height was determined by GEOID03.
 EJ0655
 EJ0655.The dynamic height is computed by dividing the NAVD 88
 EJ0655.geopotential number by the normal gravity value computed on the
 EJ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0655.degrees latitude (g = 980.6199 gals.).
 EJ0655
 EJ0655.The modeled gravity was interpolated from observed gravity values.
 EJ0655
 EJ0655;                    North         East    Units  Estimated Accuracy
 EJ0655;SPC AR S     -   601,120.      341,110.      MT  (+/- 180 meters Scaled)
 EJ0655
 EJ0655                          SUPERSEDED SURVEY CONTROL
 EJ0655
 EJ0655  NGVD 29 (??/??/92)   86.520  (m)          283.86   (f) ADJ UNCH    2 0
 EJ0655
 EJ0655.Superseded values are not recommended for survey control.
 EJ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0655.See file dsdata.txt to determine how the superseded data were derived.
 EJ0655
 EJ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU329152(NAD 83)
 EJ0655_MARKER: DB = BENCH MARK DISK
 EJ0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0655_STAMPING: DILL
 EJ0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0655+STABILITY: SURFACE MOTION
 EJ0655
 EJ0655  HISTORY     - Date     Condition        Report By
 EJ0655  HISTORY     - UNK      MONUMENTED       CGS
 EJ0655  HISTORY     - 1935     GOOD             NGS
 EJ0655
 EJ0655                          STATION DESCRIPTION
 EJ0655
 EJ0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0655'2.2 MI N FROM TRASKWOOD.
 EJ0655'2.2 MILES NORTH OF, FROM RY. STATION, ALONG M.P.R.R.  ABOUT 350 FEET
 EJ0655'NORTH OF TELEPHONE POLE MARKED 375+10.  ABOUT .3 MILE SOUTH OF
 EJ0655'RAILROAD CROSSING.  26.2 FT. WEST OF CENTERLINE OF MISSOURI PACIFIC
 EJ0655'R.R.  17.1 FT. SOUTHEAST OF TELEPHONE POLE.  TABLET SET IN PRECAST
 EJ0655'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1587 ***********************************************************************
 DL1587  DESIGNATION -  DILLARD
 DL1587  PID         -  DL1587
 DL1587  STATE/COUNTY-  AR/HOWARD
 DL1587  USGS QUAD   -  MINERAL SPRINGS NORTH (1976)
 DL1587
 DL1587                         *CURRENT SURVEY CONTROL
 DL1587  ___________________________________________________________________
 DL1587* NAD 83(1997)-  33 57 01.05295(N)    093 55 51.60457(W)     ADJUSTED  
 DL1587* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 DL1587  ___________________________________________________________________
 DL1587  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DL1587  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DL1587
 DL1587  HORZ ORDER  -  THIRD
 DL1587
 DL1587.The horizontal coordinates were established by classical geodetic methods
 DL1587.and adjusted by the National Geodetic Survey in September 1999..
 DL1587
 DL1587.The orthometric height was scaled from a topographic map.
 DL1587
 DL1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1587
 DL1587.The geoid height was determined by GEOID03.
 DL1587
 DL1587;                    North         East     Units Scale Factor Converg.
 DL1587;SPC AR S     -   544,052.900   221,525.963   MT  0.99991954   -1 04 50.7
 DL1587;SPC AR S     - 1,784,946.89    726,789.76   sFT  0.99991954   -1 04 50.7
 DL1587;UTM  15      - 3,757,034.885   413,972.568   MT  0.99969123   -0 31 11.9
 DL1587
 DL1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1587!SPC AR S     -   0.99998058  x   0.99991954  =   0.99990012
 DL1587!UTM  15      -   0.99998058  x   0.99969123  =   0.99967181
 DL1587
 DL1587|---------------------------------------------------------------------|
 DL1587| PID    Reference Object                     Distance      Geod. Az  |
 DL1587|                                                           dddmmss.s |
 DL1587| CX5739 DILLARD RM 2                         17.593 METERS 01515     |
 DL1587| CX5738 DILLARD RM 1                         17.495 METERS 11341     |
 DL1587| DL1582 MINERAL SPRINGS MUNICIPAL TANK      APPROX. 8.4 KM 1740654.9 |
 DL1587| DL1583 OKAY IDEAL CEMENT CO TANK           APPROX.20.5 KM 1781720.9 |
 DL1587| DL1586 OKAY IDEAL CEMENT CO STACK          APPROX.20.1 KM 1785127.9 |
 DL1587| CX5737 DILLARD AZ MK                                      2212828.4 |
 DL1587|---------------------------------------------------------------------|
 DL1587
 DL1587                          SUPERSEDED SURVEY CONTROL
 DL1587
 DL1587  NAD 83(1997)-  33 57 01.05863(N)    093 55 51.60067(W) AD(       ) 3
 DL1587  NAD 83(1997)-  33 57 01.05867(N)    093 55 51.60051(W) AD(       ) 3
 DL1587  NAD 83(1986)-  33 57 01.06138(N)    093 55 51.59564(W) AD(       ) 3
 DL1587  NAD 27      -  33 57 00.64720(N)    093 55 50.91850(W) AD(       ) 3
 DL1587
 DL1587.Superseded values are not recommended for survey control.
 DL1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1587.See file dsdata.txt to determine how the superseded data were derived.
 DL1587
 DL1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1397357035(NAD 83)
 DL1587_MARKER: DS = TRIANGULATION STATION DISK
 DL1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1587
 DL1587  HISTORY     - Date     Condition        Report By
 DL1587  HISTORY     - 1951     MONUMENTED       CGS
 DL1587  HISTORY     - 1962     GOOD             CGS
 DL1587
 DL1587                          STATION DESCRIPTION
 DL1587
 DL1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1587'THE STATION IS LOCATED ABOUT 5 MILES WEST OF NASHVILLE, ON
 DL1587'PROPERTY OWNED BY MR. THOMAS C. GLASCOW, AT THE SOUTHEAST
 DL1587'CORNER OF A CULTIVATED FIELD, 60 FEET NORTH OF THE CENTER OF
 DL1587'STATE HIGHWAY NO. 24, AND 29 FEET NORTHWEST OF A GUY POLE
 DL1587'FOR A POWER LINE.
 DL1587'
 DL1587'TO REACH THE STATION FROM THE POST OFFICE IN NASHVILLE, GO
 DL1587'FIRST NORTH THEN WEST ON STATE HIGHWAY NO. 24 FOR 5.2 MILES
 DL1587'TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE
 DL1587'AZIMUTH MARK FROM THE STATION, GO EAST ON THE HIGHWAY FOR ABOUT
 DL1587'200 FEET TO A NARROW, DIRT SIDE ROAD ON THE RIGHT.  THEN
 DL1587'RIGHT, SOUTH, FOR 0.15 MILE.  THEN RIGHT, WEST, FOR 0.2 MILE
 DL1587'TO THE MARK ON THE RIGHT AS DESCRIBED.
 DL1587'
 DL1587'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DL1587'DILLARD 1951.
 DL1587'
 DL1587'REFERENCE MARK NO. 1 IS 41 FEET NORTH OF THE CENTER OF THE
 DL1587'HIGHWAY, AND 33 FEET EAST OF THE GUY POLE.  IT PROJECTS 4
 DL1587'INCHES, AND THE DISK IS STAMPED DILLARD NO 1 1951.
 DL1587'
 DL1587'REFERENCE MARK NO. 2 IS AT THE NORTH END OF A LANE CLEARED
 DL1587'THROUGH SCRUB TIMBER, AND 15 FEET EAST OF THE EAST EDGE OF
 DL1587'THE CULTIVATED FIELD.  IT PROJECTS 6 INCHES, AND THE DISK
 DL1587'IS STAMPED DILLARD NO 2 1951.
 DL1587'
 DL1587'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF A GRADED
 DL1587'DIRT ROAD, 9 FEET SOUTH OF AN ELECTRIC FENCE, AND 4 FEET
 DL1587'NORTH OF A WIRE FENCE.  IT PROJECTS 4 INCHES, AND THE DISK
 DL1587'IS STAMPED DILLARD 1951.
 DL1587'
 DL1587'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DL1587'CONCRETE CYLINDERS.
 DL1587'
 DL1587'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DL1587
 DL1587                          STATION RECOVERY (1962)
 DL1587
 DL1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DL1587'THE STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 DL1587'GOOD CONDITION.  IT IS ABOUT 0.2 MILE WEST OF THE COUNTY
 DL1587'LINE MISSIONARY BAPTIST CHURCH ON THE NORTH SIDE OF STATE
 DL1587'HIGHWAY 24.
 DL1587'
 DL1587'THE ROAD PAST THE AZIMUTH MARK HAS BEEN CLOSED.  THE AZIMUTH
 DL1587'MARK WAS RECOVERED ABOUT 80 YARDS EAST OF THE CENTER OF THE
 DL1587'WIRE GATE AT THE SOUTHWEST CORNER OF A PASTURE, 4 FEET NORTH
 DL1587'OF A WIRE FENCE AND IT PROJECTS ABOUT 2 INCHES.
 DL1587'
 DL1587'THE DESCRIPTION TO REACH THE STATION FROM NASHVILLE IS ADEQUATE
 DL1587'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1808 ***********************************************************************
 FG1808  DESIGNATION -  DILLEN
 FG1808  PID         -  FG1808
 FG1808  STATE/COUNTY-  AR/JOHNSON
 FG1808  USGS QUAD   -  FORT DOUGLAS (1980)
 FG1808
 FG1808                         *CURRENT SURVEY CONTROL
 FG1808  ___________________________________________________________________
 FG1808* NAD 83(1997)-  35 42 26.84139(N)    093 11 01.51706(W)     ADJUSTED  
 FG1808* NAVD 88     -       578.7    (meters)    1899.     (feet)  VERTCON   
 FG1808  ___________________________________________________________________
 FG1808  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 FG1808  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FG1808
 FG1808  HORZ ORDER  -  FIRST
 FG1808
 FG1808.The horizontal coordinates were established by classical geodetic methods
 FG1808.and adjusted by the National Geodetic Survey in September 1999..
 FG1808
 FG1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1808
 FG1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1808
 FG1808.The geoid height was determined by GEOID03.
 FG1808
 FG1808;                    North         East     Units Scale Factor Converg.
 FG1808;SPC AR N     -   153,091.560   292,884.705   MT  0.99993824   -0 41 19.8
 FG1808;SPC AR N     -   502,267.89    960,905.90   sFT  0.99993824   -0 41 19.8
 FG1808;UTM  15      - 3,951,517.390   483,377.663   MT  0.99960340   -0 06 26.1
 FG1808
 FG1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1808!SPC AR N     -   0.99991361  x   0.99993824  =   0.99985185
 FG1808!UTM  15      -   0.99991361  x   0.99960340  =   0.99951704
 FG1808
 FG1808|---------------------------------------------------------------------|
 FG1808| PID    Reference Object                     Distance      Geod. Az  |
 FG1808|                                                           dddmmss.s |
 FG1808| CI0749 DILLEN RM 1                          19.253 METERS 01855     |
 FG1808| CI0750 DILLEN RM 2                          10.110 METERS 27450     |
 FG1808| FG1819 DEVILS KNOB LOT                     APPROX.20.1 KM 2752114.4 |
 FG1808| CI0748 DILLEN AZ MK                                       2752524.5 |
 FG1808|---------------------------------------------------------------------|
 FG1808
 FG1808                          SUPERSEDED SURVEY CONTROL
 FG1808
 FG1808  NAD 83(1986)-  35 42 26.85191(N)    093 11 01.52075(W) AD(       ) 1
 FG1808  NAD 27      -  35 42 26.55686(N)    093 11 00.89305(W) AD(       ) 1
 FG1808  NGVD 29 (07/19/86)  578.6    (m)         1898.     (f) VERT ANG       
 FG1808
 FG1808.Superseded values are not recommended for survey control.
 FG1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1808.See file dsdata.txt to determine how the superseded data were derived.
 FG1808
 FG1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8337851517(NAD 83)
 FG1808_MARKER: DS = TRIANGULATION STATION DISK
 FG1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1808
 FG1808  HISTORY     - Date     Condition        Report By
 FG1808  HISTORY     - 1971     MONUMENTED       NGS
 FG1808
 FG1808                          STATION DESCRIPTION
 FG1808
 FG1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1808'THE STATION IS ABOUT 13 MILES NORTH AND 7 MILES EAST OF HAGARVILLE,
 FG1808'2 MILES SOUTH AND 5 MILES WEST OF SANDGAP, IN THE SMALL COMMUNITY OF
 FG1808'DILLEN, IN THE SOUTHEAST 1/4 OF SECTION 11, T. 12 N., R. 21 W., ON
 FG1808'PROPERTY OWNED BY MR. STEPHENS WHO LIVES IN THE HOUSE JUST SOUTH
 FG1808'OF THE STATION.
 FG1808'
 FG1808'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 123 AND 164
 FG1808'IN HAGARVILLE, GO NORTHERLY ON STATE HIGHWAY 123 FOR 12.0
 FG1808'MILES TO THE END OF PAVEMENT, CONTINUE AHEAD, NORTHEASTERLY ON
 FG1808'STATE HIGHWAY 123 FOR 4.25 MILES TO A FORK AND A SIGN FORT DOUGLAS.
 FG1808'BEAR RIGHT AND GO EAST AND NORTHEAST ON STATE HIGHWAY 123 FOR 5.0
 FG1808'MILES TO A SMALL SIGN ON THE RIGHT DILLEN.  CONTINUE NORTHEAST ON
 FG1808'STATE HIGHWAY 123 FOR 0.2 MILE TO A CURVE IN THE ROAD AND THE AZIMUTH
 FG1808'MARK ON THE LEFT.  CONTINUE AHEAD, GOING EASTERLY ON STATE
 FG1808'HIGHWAY 123 FOR 0.25 MILE TO A DRIVEWAY AND THE STATION ON THE
 FG1808'RIGHT.
 FG1808'
 FG1808'STATION MARKS ARE STANDARD DISKS, STAMPED DILLEN 1971.  THE SURFACE
 FG1808'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FG1808'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 166 FEET
 FG1808'EAST-SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 123 AND THE WEST
 FG1808'DRIVEWAY, 86 FEET WEST OF THE CENTER DRIVEWAY, 35 FEET SOUTH OF
 FG1808'THE CENTER OF THE HIGHWAY AND 7 FEET SOUTH OF THE SOUTH
 FG1808'RIGHT-OF-WAY.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FG1808'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 FG1808'
 FG1808'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DILLEN NO 1 1971, SET IN
 FG1808'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 FG1808'INCHES ABOVE THE GROUND.  IT IS 76 FEET NORTHWEST OF THE CENTER
 FG1808'DRIVEWAY, 24 FEET NORTH OF THE HIGHWAY, 1 FOOT SOUTH OF THE FENCE
 FG1808'AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 FG1808'
 FG1808'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DILLEN NO 2 1971, SET IN
 FG1808'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 FG1808'WITH THE SURFACE OF THE GROUND.  IT IS 39 FEET NORTHEAST OF THE
 FG1808'CENTER OF THE WEST DRIVEWAY, 35 FEET SOUTH OF THE CENTER OF THE
 FG1808'HIGHWAY, 6 FEET SOUTH OF THE RIGHT-OF-WAY AND ABOUT THE SAME
 FG1808'ELEVATION AS THE STATION.
 FG1808'
 FG1808'AZIMUTH MARK IS A STANDARD DISK, STAMPED DILLEN 1971, SET IN THE TOP
 FG1808'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 FG1808'ABOVE THE GROUND SURFACE.  IT IS 66 FEET EAST OF A POWER LINE POLE,
 FG1808'58 FEET NORTHWEST OF A FOUR TRUNKED CEDAR TREE, 23 FEET NORTH OF
 FG1808'THE CENTER OF THE HIGHWAY AND 2.5 FEET SOUTH OF A FENCE.
 FG1808'
 FG1808'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2075 ***********************************************************************
 FF2075  DESIGNATION -  DILLON
 FF2075  PID         -  FF2075
 FF2075  STATE/COUNTY-  AR/ST FRANCIS
 FF2075  USGS QUAD   -  MADISON (1993)
 FF2075
 FF2075                         *CURRENT SURVEY CONTROL
 FF2075  ___________________________________________________________________
 FF2075* NAD 83(1997)-  35 07 28.58474(N)    090 42 04.73523(W)     ADJUSTED  
 FF2075* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 FF2075  ___________________________________________________________________
 FF2075  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FF2075  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF2075
 FF2075  HORZ ORDER  -  FIRST
 FF2075
 FF2075.The horizontal coordinates were established by classical geodetic methods
 FF2075.and adjusted by the National Geodetic Survey in September 1999..
 FF2075
 FF2075.The orthometric height was scaled from a topographic map.
 FF2075
 FF2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2075
 FF2075.The geoid height was determined by GEOID03.
 FF2075
 FF2075;                    North         East     Units Scale Factor Converg.
 FF2075;SPC AR N     -    88,565.806   518,367.310   MT  0.99996790   +0 45 20.5
 FF2075;SPC AR N     -   290,569.65  1,700,676.75   sFT  0.99996790   +0 45 20.5
 FF2075;UTM  15      - 3,889,279.885   709,459.445   MT  1.00014073   +1 19 23.0
 FF2075
 FF2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2075!SPC AR N     -   0.99998244  x   0.99996790  =   0.99995034
 FF2075!UTM  15      -   0.99998244  x   1.00014073  =   1.00012317
 FF2075
 FF2075:                Primary Azimuth Mark                     Grid Az
 FF2075:SPC AR N     -  DILLON AZ MK                             223 34 39.6
 FF2075:UTM  15      -  DILLON AZ MK                             223 00 37.1
 FF2075
 FF2075|---------------------------------------------------------------------|
 FF2075| PID    Reference Object                     Distance      Geod. Az  |
 FF2075|                                                           dddmmss.s |
 FF2075| CI4276 DILLON AZ MK                                       2242000.1 |
 FF2075| CI4277 DILLON RM 1                          26.175 METERS 22733     |
 FF2075| CI4278 DILLON RM 2                          25.274 METERS 33543     |
 FF2075|---------------------------------------------------------------------|
 FF2075
 FF2075                          SUPERSEDED SURVEY CONTROL
 FF2075
 FF2075  NAD 83(1997)-  35 07 28.58970(N)    090 42 04.73356(W) AD(       ) 1
 FF2075  NAD 83(1997)-  35 07 28.59437(N)    090 42 04.73458(W) AD(       ) 1
 FF2075  NAD 83(1986)-  35 07 28.59467(N)    090 42 04.73441(W) AD(       ) 1
 FF2075  NAD 27      -  35 07 28.26890(N)    090 42 04.33700(W) AD(       ) 1
 FF2075
 FF2075.Superseded values are not recommended for survey control.
 FF2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2075.See file dsdata.txt to determine how the superseded data were derived.
 FF2075
 FF2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0945989280(NAD 83)
 FF2075_MARKER: DS = TRIANGULATION STATION DISK
 FF2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2075
 FF2075  HISTORY     - Date     Condition        Report By
 FF2075  HISTORY     - 1954     MONUMENTED       CGS
 FF2075  HISTORY     - 1957     GOOD             USGS
 FF2075  HISTORY     - 1970     GOOD             LOCENG
 FF2075
 FF2075                          STATION DESCRIPTION
 FF2075
 FF2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2075'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF WYNNE AND 9
 FF2075'MILES NORTHEAST OF FORREST CITY ON LAND OWNED BY MR. JOHN DILLON
 FF2075'OF FORREST CITY.  IT IS ON THE TOP OF A WOODED HILL, 45.5 FEET
 FF2075'SOUTHWEST OF A LARGE, FORKED OAK TREE WITH A TRIANGULAR
 FF2075'BLAZE, 17.5 FEET WEST OF A FENCE AND 17.5 FEET EAST OF THE
 FF2075'CENTER OF A TRACK ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED
 FF2075'DILLON 1954.
 FF2075'
 FF2075'REFERENCE MARK NO. 1 IS 48.0 FEET WEST OF THE CENTER OF A
 FF2075'TRACK ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED DILLON NO 1
 FF2075'1954.
 FF2075'
 FF2075'REFERENCE MARK NO. 2 IS 27.0 FEET SOUTHWEST OF A FENCE AND 16.0
 FF2075'FEET NORTHEAST OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 5
 FF2075'INCHES AND IS STAMPED DILLON NO 2 1954.
 FF2075'
 FF2075'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 FF2075'2 IS 137.7 FEET.
 FF2075'
 FF2075'THE AZIMUTH MARK IS 67.0 FEET NORTH OF THE CENTER OF A WIRE GATE
 FF2075'AT THE NORTHEAST CORNER OF A FARM YARD, 56.0 FEET NORTH-NORTHWEST
 FF2075'OF A POWERLINE BRACE POLE AND 1.0 FOOT WEST OF A WOVEN WIRE
 FF2075'FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED DILLON 1954.
 FF2075'
 FF2075'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY, GO
 FF2075'NORTH ON STATE ROUTE NO. 1A FOR 0.7 MILE TO ARKANSAS ST., TURN
 FF2075'RIGHT AND GO EAST ON ARKANSAS ST. FOR 0.25 MILE TO A GRAVEL ROAD
 FF2075'LEFT JUST AFTER CROSSING N. FORREST ST. HERE TURN LEFT AND GO
 FF2075'NORTHERLY ON A GRAVELED ROAD FOR 0.7 MILE TO A FORK, TURN LEFT
 FF2075'AND GO NORTHWESTERLY FOR 0.5 MILE TO A FORK.  HERE TURN RIGHT
 FF2075'AND GO NORTH AND NORTHEASTERLY ON THE MAIN TRAVELED ROAD FOR
 FF2075'7.6 MILES TO A CROSSROAD, TURN RIGHT AND GO EASTERLY FOR 1.1
 FF2075'MILE TO A FARM HOUSE ON THE LEFT.  HERE TURN LEFT AND GO
 FF2075'NORTH THROUGH FARM YARD FOR ABOUT 30 YARDS TO A WIRE GATE IN
 FF2075'THE NORTHEAST CORNER OF THE YARD, PASS THROUGH THIS GATE
 FF2075'AND GO ABOUT 70 FEET AND THE AZIMUTH MARK ON THE RIGHT AS
 FF2075'DESCRIBED.  CONTINUE NORTH, EAST AND NORTHEASTERLY ON A TRACK
 FF2075'ROAD FOR 0.45 MILE TO A LARGE TRIANGULAR BLAZED OAK TREE ON
 FF2075'THE RIGHT AND THE STATION AS DESCRIBED.
 FF2075'
 FF2075'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF2075
 FF2075                          STATION RECOVERY (1957)
 FF2075
 FF2075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FF2075'REVISED DESCRIPTION- NEWCASTLE, 0.25 MILE NORTH AND 0.75 MILE
 FF2075'EAST OF, NEAR CENTER W1/2 SECTION 20 T6N, R4E, 100 FEET WEST OF
 FF2075'EDGE BURNT MILL BLUFF, 0.25 MILE NORTH OF GRAVEL ROAD, 0.25 MILE
 FF2075'WEST OF GRAVEL ROAD, NEAR LARGE DEAD OAK STUB, IN CONCRETE
 FF2075'POST, STANDARD C AND GS TABLET, STAMPED DILLON 1954, PAINTED.
 FF2075
 FF2075                          STATION RECOVERY (1970)
 FF2075
 FF2075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (ARS)
 FF2075'BLAZED TREE AND DEAD OAK STUB-GONE.
 FF2075'
 FF2075'STATION IS ABOUT 60 FT. N. OF THE NORTH EDGE OF 2 75
 FF2075'FT. DIAMETER CLEARING MADE BY A LUMBER COMPANY.  RM. 1 IS AT
 FF2075'THE NW EDGE OF THE CLEARING.  HOUSE AND WOVEN WIRE FENCE AT AZ
 FF2075'MK-GONE--WIRE GATE REPLACED BY BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1924 ***********************************************************************
 FF1924  DESIGNATION -  DITCH
 FF1924  PID         -  FF1924
 FF1924  STATE/COUNTY-  AR/POINSETT
 FF1924  USGS QUAD   -  HATCHIE COON (1983)
 FF1924
 FF1924                         *CURRENT SURVEY CONTROL
 FF1924  ___________________________________________________________________
 FF1924* NAD 83(1997)-  35 40 19.81788(N)    090 22 34.46522(W)     ADJUSTED  
 FF1924* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 FF1924  ___________________________________________________________________
 FF1924  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FF1924  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF1924
 FF1924  HORZ ORDER  -  SECOND
 FF1924
 FF1924.The horizontal coordinates were established by classical geodetic methods
 FF1924.and adjusted by the National Geodetic Survey in September 1999..
 FF1924
 FF1924.The orthometric height was scaled from a topographic map.
 FF1924
 FF1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1924
 FF1924.The geoid height was determined by GEOID03.
 FF1924
 FF1924;                    North         East     Units Scale Factor Converg.
 FF1924;SPC AR N     -   149,745.050   546,991.781   MT  0.99993711   +0 56 41.5
 FF1924;SPC AR N     -   491,288.55  1,794,588.87   sFT  0.99993711   +0 56 41.5
 FF1924;UTM  15      - 3,950,760.573   737,474.822   MT  1.00029499   +1 31 50.7
 FF1924
 FF1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1924!SPC AR N     -   0.99999401  x   0.99993711  =   0.99993112
 FF1924!UTM  15      -   0.99999401  x   1.00029499  =   1.00028900
 FF1924
 FF1924|---------------------------------------------------------------------|
 FF1924| PID    Reference Object                     Distance      Geod. Az  |
 FF1924|                                                           dddmmss.s |
 FF1924| CI4280 DITCH RM 1                           28.580 METERS 01141     |
 FF1924| CI4281 DITCH RM 2                           27.653 METERS 09124     |
 FF1924| FF1920 LEPANTO FEDERAL COMPRESS N TK       APPROX. 8.4 KM 1502815.3 |
 FF1924| FF1918 LEPANTO MUNICIPAL TANK              APPROX. 8.2 KM 1504944.0 |
 FF1924| CI4279 DITCH AZ MK                                        1785221.6 |
 FF1924|---------------------------------------------------------------------|
 FF1924
 FF1924                          SUPERSEDED SURVEY CONTROL
 FF1924
 FF1924  NAD 83(1997)-  35 40 19.82050(N)    090 22 34.46484(W) AD(       ) 2
 FF1924  NAD 83(1986)-  35 40 19.82996(N)    090 22 34.46503(W) AD(       ) 2
 FF1924  NAD 27      -  35 40 19.54820(N)    090 22 34.10110(W) AD(       ) 2
 FF1924
 FF1924.Superseded values are not recommended for survey control.
 FF1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1924.See file dsdata.txt to determine how the superseded data were derived.
 FF1924
 FF1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3747550761(NAD 83)
 FF1924_MARKER: DS = TRIANGULATION STATION DISK
 FF1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1924
 FF1924  HISTORY     - Date     Condition        Report By
 FF1924  HISTORY     - 1954     MONUMENTED       CGS
 FF1924  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF1924
 FF1924                          STATION DESCRIPTION
 FF1924
 FF1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1924'THE STATION IS IN THE SOUTHEAST QUARTER OF SECTION 7, T 12 N, R 7
 FF1924'E, ABOUT 7.5 MILES EAST OF TRUMANN, 5 MILES NORTHWEST OF LEPANTO,
 FF1924'2 MILES WEST OF THE SMALL VILLAGE OF RIVERDALE AND ON THE NORTH
 FF1924'BANK OF A LARGE DRAINAGE DITCH.  IT IS 47 FEET WEST OF THE CENTER
 FF1924'OF A DIRT ROAD, 42 FEET WEST OF THE NORTHWEST CORNER OF A WOODEN
 FF1924'BRIDGE ABUTMENT AND 2.5 FEET WEST-NORTHWEST OF A WHITE 4 IN X
 FF1924'4 IN WITNESS POST.
 FF1924'
 FF1924'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 143 AND
 FF1924'40 IN LEPANTO, GO NORTH ON STATE HIGHWAY 143 FOR 5.1 MILES
 FF1924'TO A CONCRETE BRIDGE AT THE SMALL VILLAGE OF RIVERDALE, CROSS
 FF1924'BRIDGE, TURN LEFT (WEST) AND GO FOR 0.1 MILE, TURN RIGHT
 FF1924'(NORTH) AND GO FOR 0.1 MILE, TURN LEFT (WEST) AND FOLLOW THE
 FF1924'MAIN ROAD ON THE SOUTH SIDE OF A LARGE DRAINAGE DITCH FOR 1.9
 FF1924'MILES TO A CROSS ROAD, TURN RIGHT (NORTH) AND CROSS THE WOODEN
 FF1924'BRIDGE THAT SPANS THE DRAINAGE DITCH AND THE STATION ON THE
 FF1924'LEFT AS DESCRIBED.
 FF1924'
 FF1924'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 FF1924'DIRT ROAD FOR 0.45 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 FF1924'IN THE SOUTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED.
 FF1924'
 FF1924'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1924'DITCH 1954.
 FF1924'
 FF1924'REFERENCE MARK 1 IS 27 FEET WEST OF THE CENTER OF THE DIRT ROAD.
 FF1924'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED DITCH
 FF1924'NO 1 1954.
 FF1924'
 FF1924'REFERENCE MARK 2 IS 32 FEET EAST OF THE CENTER OF THE DIRT
 FF1924'ROAD AND 32 FEET NORTH OF THE NORTH BANK OF THE DITCH.  THE
 FF1924'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DITCH NO 2 1954.
 FF1924'
 FF1924'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF A DIRT ROAD,
 FF1924'10 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 2 FEET WEST OF
 FF1924'A WHITE 4 IN X 4 IN WITNESS POST, 1.5 FEET NORTHEAST OF A
 FF1924'GATE POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 FF1924'4 INCHES AND THE DISK IS STAMPED DITCH 1954.
 FF1924'
 FF1924'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1924
 FF1924                          STATION RECOVERY (1979)
 FF1924
 FF1924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (DNB)
 FF1924'SEARCHED FOR, BUT NOT FOUND.  THE GROUND HAS BEEN DISTURBED
 FF1924'NEAR THE DITCH BY FARM EQUIPMENT AND CLEARING.  MARK IS ASSUMED
 FF1924'TO BE DESTROYED.
 FF1924'
 FF1924'RM 1 SEARCHED FOR, BUT NOT FOUND.
 FF1924'
 FF1924'RM 2 WAS FOUND, BUT DISTURBED.  POST WAS LEANING.
 FF1924'
 FF1924'AZ. MK. SEARCHED FOR, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1823 ***********************************************************************
 FF1823  DESIGNATION -  DIXIE
 FF1823  PID         -  FF1823
 FF1823  STATE/COUNTY-  AR/WOODRUFF
 FF1823  USGS QUAD   -  COTTON PLANT (1993)
 FF1823
 FF1823                         *CURRENT SURVEY CONTROL
 FF1823  ___________________________________________________________________
 FF1823* NAD 83(1997)-  35 04 50.48950(N)    091 21 47.07546(W)     ADJUSTED  
 FF1823* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 FF1823  ___________________________________________________________________
 FF1823  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FF1823  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF1823
 FF1823  HORZ ORDER  -  THIRD
 FF1823
 FF1823.The horizontal coordinates were established by classical geodetic methods
 FF1823.and adjusted by the National Geodetic Survey in September 1999..
 FF1823
 FF1823.The orthometric height was scaled from a topographic map.
 FF1823
 FF1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1823
 FF1823.The geoid height was determined by GEOID03.
 FF1823
 FF1823;                    North         East     Units Scale Factor Converg.
 FF1823;SPC AR N     -    83,101.120   458,084.545   MT  0.99997430   +0 22 14.3
 FF1823;SPC AR N     -   272,640.92  1,502,899.04   sFT  0.99997430   +0 22 14.3
 FF1823;SPC AR S     -   667,943.656   458,091.014   MT  1.00008515   +0 21 23.3
 FF1823;SPC AR S     - 2,191,411.81  1,502,920.27   sFT  1.00008515   +0 21 23.3
 FF1823;UTM  15      - 3,883,216.889   649,232.141   MT  0.99987447   +0 56 27.5
 FF1823
 FF1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1823!SPC AR N     -   0.99999547  x   0.99997430  =   0.99996977
 FF1823!SPC AR S     -   0.99999547  x   1.00008515  =   1.00008062
 FF1823!UTM  15      -   0.99999547  x   0.99987447  =   0.99986994
 FF1823
 FF1823:                Primary Azimuth Mark                     Grid Az
 FF1823:SPC AR N     -  DIXIE AZ MK                              183 11 43.7
 FF1823:SPC AR S     -  DIXIE AZ MK                              183 12 34.7
 FF1823:UTM  15      -  DIXIE AZ MK                              182 37 30.5
 FF1823
 FF1823|---------------------------------------------------------------------|
 FF1823| PID    Reference Object                     Distance      Geod. Az  |
 FF1823|                                                           dddmmss.s |
 FF1823| CI0751 DIXIE AZ MK                                        1833358.0 |
 FF1823| CI0752 DIXIE RM 1                           24.960 METERS 25104     |
 FF1823| CI0753 DIXIE RM 2                           26.483 METERS 35545     |
 FF1823|---------------------------------------------------------------------|
 FF1823
 FF1823                          SUPERSEDED SURVEY CONTROL
 FF1823
 FF1823  NAD 83(1986)-  35 04 50.49849(N)    091 21 47.07406(W) AD(       ) 3
 FF1823  NAD 27      -  35 04 50.17300(N)    091 21 46.61130(W) AD(       ) 3
 FF1823
 FF1823.Superseded values are not recommended for survey control.
 FF1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1823.See file dsdata.txt to determine how the superseded data were derived.
 FF1823
 FF1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4923283217(NAD 83)
 FF1823_MARKER: DS = TRIANGULATION STATION DISK
 FF1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1823
 FF1823  HISTORY     - Date     Condition        Report By
 FF1823  HISTORY     - 1954     MONUMENTED       CGS
 FF1823  HISTORY     - 1968     MARK NOT FOUND   CGS
 FF1823
 FF1823                          STATION DESCRIPTION
 FF1823
 FF1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1823'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF DES ARC,
 FF1823'ABOUT 8 MILES NORTHWEST OF COTTON PLANT AND ABOUT 6 MILES
 FF1823'SOUTHEAST OF GEORGETOWN.  IT IS 150 FEET EAST OF A CONCRETE
 FF1823'BLOCK BUILDING, 122 FEET NORTHEAST OF A FENCE CORNER, 50
 FF1823'FEET NORTH OF THE NORTHWEST CORNER OF A WHITE FRAME CHURCH,
 FF1823'43 FEET EAST OF THE CENTER OF STATE HIGHWAY 33 AND 6 FEET
 FF1823'NORTH-NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 FF1823'ABOUT 3 INCHES AND THE DISK IS STAMPED DIXIE 1954.
 FF1823'
 FF1823'REFERENCE MARK NO. 1 IS 39 FEET WEST OF THE CENTER OF STATE
 FF1823'HIGHWAY 33 AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 FF1823'ABOUT 3 INCHES AND THE DISK IS STAMPED DIXIE NO 1 1954.
 FF1823'
 FF1823'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE CENTER OF STATE
 FF1823'HIGHWAY 33 AND 1 FOOT SOUTH OF A POWER LINE GUY POLE.  THE
 FF1823'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DIXIE
 FF1823'NO 2 1954.
 FF1823'
 FF1823'AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF STATE HIGHWAY
 FF1823'33, 2 FEET EAST OF A WHITE WITNESS POST AND FENCE LINE.
 FF1823'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FF1823'DIXIE 1954.
 FF1823'
 FF1823'TO REACH THE STATION FROM THE POST OFFICE IN DIXIE GO NORTH
 FF1823'ON STATE HIGHWAY 33 FOR 0.25 MILE TO THE AZIMUTH MARK ON
 FF1823'THE LEFT AS DESCRIBED, CONTINUE NORTH ON HIGHWAY 33 FOR
 FF1823'0.35 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 FF1823'
 FF1823'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF1823
 FF1823                          STATION RECOVERY (1968)
 FF1823
 FF1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FF1823'PARTS OF THE CONCRETE MONUMENTS FOR ALL THE MARKS AT THIS
 FF1823'STATION WERE FOUND, BUT ONLY THE DISK FOR REFERENCE MARK
 FF1823'NO. 2 WAS RECLAIMED.  A COMPLETE AND THOROUGH SEARCH WAS
 FF1823'MADE FOR THE STATION UNDERGROUND MARK, BUT IT COULD NOT
 FF1823'BE FOUND.  THE BUILDINGS MENTIONED IN THE 1954 DESCRIPTION
 FF1823'HAVE ALL BEEN RAZED AND THE ENTIRE AREA IS NOW UNDER
 FF1823'CULTIVATION.  NO FENCES OR OTHER DESCRIPTIVE OBJECTS ARE NOW
 FF1823'PRESENT TO ASSIST IN THE RECOVERY OF THE UNDERGROUND
 FF1823'MARK, AND IT IS PRESUMED THAT THE STATION IS COMPLETELY
 FF1823'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0815 ***********************************************************************
 EK0815  DESIGNATION -  DOBBS
 EK0815  PID         -  EK0815
 EK0815  STATE/COUNTY-  AR/SCOTT
 EK0815  USGS QUAD   -  HON (1983)
 EK0815
 EK0815                         *CURRENT SURVEY CONTROL
 EK0815  ___________________________________________________________________
 EK0815* NAD 83(1997)-  34 58 19.54214(N)    094 12 34.50672(W)     ADJUSTED  
 EK0815* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 EK0815  ___________________________________________________________________
 EK0815  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 EK0815  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 EK0815
 EK0815  HORZ ORDER  -  FIRST
 EK0815
 EK0815.The horizontal coordinates were established by classical geodetic methods
 EK0815.and adjusted by the National Geodetic Survey in September 1999..
 EK0815
 EK0815.The orthometric height was scaled from a topographic map.
 EK0815
 EK0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0815
 EK0815.The geoid height was determined by GEOID03.
 EK0815
 EK0815;                    North         East     Units Scale Factor Converg.
 EK0815;SPC AR N     -    73,129.548   198,240.984   MT  0.99999261   -1 17 08.7
 EK0815;SPC AR N     -   239,925.86    650,395.63   sFT  0.99999261   -1 17 08.7
 EK0815;UTM  15      - 3,870,616.626   389,583.054   MT  0.99975026   -0 41 36.2
 EK0815
 EK0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0815!SPC AR N     -   0.99990389  x   0.99999261  =   0.99989650
 EK0815!UTM  15      -   0.99990389  x   0.99975026  =   0.99965418
 EK0815
 EK0815|---------------------------------------------------------------------|
 EK0815| PID    Reference Object                     Distance      Geod. Az  |
 EK0815|                                                           dddmmss.s |
 EK0815| CX5740 DOBBS RM 1                           19.930 METERS 05935     |
 EK0815| EJ2058 WHITE OAK RM 3                      APPROX.24.2 KM 0880839.6 |
 EK0815| CX5741 DOBBS RM 2                           13.752 METERS 24913     |
 EK0815|---------------------------------------------------------------------|
 EK0815
 EK0815                          SUPERSEDED SURVEY CONTROL
 EK0815
 EK0815  NAD 83(1997)-  34 58 19.54778(N)    094 12 34.50711(W) AD(       ) 1
 EK0815  NAD 83(1986)-  34 58 19.54812(N)    094 12 34.50107(W) AD(       ) 1
 EK0815  NAD 27      -  34 58 19.19400(N)    094 12 33.75000(W) AD(       ) 1
 EK0815
 EK0815.Superseded values are not recommended for survey control.
 EK0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0815.See file dsdata.txt to determine how the superseded data were derived.
 EK0815
 EK0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8958370617(NAD 83)
 EK0815_MARKER: DS = TRIANGULATION STATION DISK
 EK0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0815
 EK0815  HISTORY     - Date     Condition        Report By
 EK0815  HISTORY     - 1952     MONUMENTED       CGS
 EK0815  HISTORY     - 1959     GOOD             CGS
 EK0815
 EK0815                          STATION DESCRIPTION
 EK0815
 EK0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0815'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF WALDRON
 EK0815'IN THE QUACHITA NATIONAL FORREST.  IT IS 34 FEET WEST OF A
 EK0815'12 INCH TRIANGLE-BLAZED BLACK OAK TREE AND 6 FEET SOUTH OF A
 EK0815'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 EK0815'STAMPED DOBBS 1952.
 EK0815'
 EK0815'REFERENCE MARK NO. 1 IS 41 FEET NORTH OF THE TRIANGLE BLAZED
 EK0815'TREE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 EK0815'DOBBS NO 1 1952.
 EK0815'
 EK0815'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0815'DOBBS NO 2 1952.
 EK0815'
 EK0815'NO SUITABLE SPOT WAS FOUND FOR AN AZIMUTH MARK AND NONE
 EK0815'WAS SET.
 EK0815'
 EK0815'TO REACH THE STATION FROM WALDRON, FROM THE EAST SIDE OF
 EK0815'THE COURTHOUSE, GO NORTH ON U.S. HIGHWAY 71 FOR 5.4 MILES
 EK0815'TO A GRAVEL SIDE ROAD RIGHT, CONTINUE ON FOR 0.45 MILE TO
 EK0815'A GRAVEL-SIDE-ROAD LEFT, TURN LEFT AND GO WEST ON THE GRAVEL
 EK0815'ROAD FOR 7.8 MILES TO A REVERSE FORK AND A SIGN SPRING, TURN
 EK0815'SHARP RIGHT AND GO NORTHEASTERLY UP AND AROUND THE HILL FOR
 EK0815'0.5 MILE TO A FORK AND A SIGN MC CUTCHEON MOUNTAIN, TURN
 EK0815'LEFT AND GO UP HILL FOR 0.15 MILE TO A FORK, TURN LEFT AND
 EK0815'GO SOUTHWEST ON A SMALL CLEARED ROAD FOR 0.05 MILE TO THE
 EK0815'STATION AS DESCRIBED.
 EK0815'
 EK0815'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 EK0815
 EK0815                          STATION RECOVERY (1959)
 EK0815
 EK0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0815'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0815'CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 EK0815'
 EK0815'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM WALDRON
 EK0815'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1533 ***********************************************************************
 DL1533  DESIGNATION -  DODDRIDGE FIRE TOWER 6 AFC
 DL1533  PID         -  DL1533
 DL1533  STATE/COUNTY-  AR/MILLER
 DL1533  USGS QUAD   -  DODDRIDGE NW (1975)
 DL1533
 DL1533                         *CURRENT SURVEY CONTROL
 DL1533  ___________________________________________________________________
 DL1533* NAD 83(1997)-  33 08 01.69155(N)    093 53 26.97533(W)     ADJUSTED  
 DL1533* NAVD 88     -                                                        
 DL1533  ___________________________________________________________________
 DL1533  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DL1533  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL1533
 DL1533  HORZ ORDER  -  THIRD
 DL1533
 DL1533.The horizontal coordinates were established by classical geodetic methods
 DL1533.and adjusted by the National Geodetic Survey in September 1999..
 DL1533
 DL1533
 DL1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1533
 DL1533.The geoid height was determined by GEOID03.
 DL1533
 DL1533;                    North         East     Units Scale Factor Converg.
 DL1533;SPC AR S     -   453,442.124   223,566.186   MT  1.00004100   -1 03 29.8
 DL1533;SPC AR S     - 1,487,668.04    733,483.40   sFT  1.00004100   -1 03 29.8
 DL1533;SPC LA N     -   292,879.858   870,204.739   MT  1.00013994   -0 44 07.2
 DL1533;SPC LA N     -   960,890.00  2,854,996.71   sFT  1.00013994   -0 44 07.2
 DL1533;SPC TXNC     - 2,172,122.825 1,029,898.443   MT  0.99987365   +2 30 49.7
 DL1533;SPC TXNC     - 7,126,372.97  3,378,925.14   sFT  0.99987365   +2 30 49.7
 DL1533;UTM  15      - 3,666,473.635   416,907.180   MT  0.99968513   -0 29 13.0
 DL1533
 DL1533                          SUPERSEDED SURVEY CONTROL
 DL1533
 DL1533  NAD 83(1997)-  33 08 01.70069(N)    093 53 26.97118(W) AD(       ) 4
 DL1533  NAD 83(1997)-  33 08 01.70001(N)    093 53 26.96644(W) AD(       ) 4
 DL1533  NAD 83(1986)-  33 08 01.70087(N)    093 53 26.96586(W) AD(       ) 4
 DL1533  NAD 27      -  33 08 01.22900(N)    093 53 26.31900(W) AD(       ) 3
 DL1533
 DL1533.Superseded values are not recommended for survey control.
 DL1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1533.See file dsdata.txt to determine how the superseded data were derived.
 DL1533
 DL1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1690766474(NAD 83)
 DL1533_MARKER: 55 = TOWER
 DL1533
 DL1533  HISTORY     - Date     Condition        Report By
 DL1533  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1533
 DL1533                          STATION DESCRIPTION
 DL1533
 DL1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1533'THE STATION IS LOCATED 3 MILES NORTH FROM THE VILLAGE OF
 DL1533'DODDRIDGE AND 0.3 MILE EAST OF U.S. HIGHWAY 71.
 DL1533'
 DL1533'IT IS A GLASS ENCLOSED CAB, MOUNTED ON TOP OF A FOUR-LEGGED
 DL1533'STEEL TOWER AND HAS AN OVER ALL HEIGHT OF 130 FEET.
 DL1533'
 DL1533'THE CENTER AND TOP OF THE TOWER WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0750 ***********************************************************************
 EJ0750  DESIGNATION -  DOE
 EJ0750  PID         -  EJ0750
 EJ0750  STATE/COUNTY-  AR/SALINE
 EJ0750  USGS QUAD   -  BENTON (1984)
 EJ0750
 EJ0750                         *CURRENT SURVEY CONTROL
 EJ0750  ___________________________________________________________________
 EJ0750* NAD 83(1986)-  34 35 01.     (N)    092 31 34.     (W)     SCALED    
 EJ0750* NAVD 88     -       119.561  (meters)     392.26   (feet)  ADJUSTED  
 EJ0750  ___________________________________________________________________
 EJ0750  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EJ0750  DYNAMIC HT  -         119.448 (meters)     391.89  (feet)  COMP
 EJ0750  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 EJ0750
 EJ0750  VERT ORDER  -  FIRST     CLASS II
 EJ0750
 EJ0750.The horizontal coordinates were scaled from a topographic map and have
 EJ0750.an estimated accuracy of +/- 6 seconds.
 EJ0750
 EJ0750.The orthometric height was determined by differential leveling
 EJ0750.and adjusted by the National Geodetic Survey in June 1991..
 EJ0750
 EJ0750.The geoid height was determined by GEOID03.
 EJ0750
 EJ0750.The dynamic height is computed by dividing the NAVD 88
 EJ0750.geopotential number by the normal gravity value computed on the
 EJ0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0750.degrees latitude (g = 980.6199 gals.).
 EJ0750
 EJ0750.The modeled gravity was interpolated from observed gravity values.
 EJ0750
 EJ0750;                    North         East    Units  Estimated Accuracy
 EJ0750;SPC AR S     -   612,740.      351,730.      MT  (+/- 180 meters Scaled)
 EJ0750
 EJ0750                          SUPERSEDED SURVEY CONTROL
 EJ0750
 EJ0750  NGVD 29 (??/??/92)  119.590  (m)          392.35   (f) ADJ UNCH    1 2
 EJ0750
 EJ0750.Superseded values are not recommended for survey control.
 EJ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0750.See file dsdata.txt to determine how the superseded data were derived.
 EJ0750
 EJ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU434269(NAD 83)
 EJ0750_MARKER: DB = BENCH MARK DISK
 EJ0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0750_STAMPING: DOE 1934
 EJ0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0750+STABILITY: SURFACE MOTION
 EJ0750
 EJ0750  HISTORY     - Date     Condition        Report By
 EJ0750  HISTORY     - 1934     MONUMENTED       CGS
 EJ0750  HISTORY     - 1935     GOOD             NGS
 EJ0750  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0750  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0750
 EJ0750                          STATION DESCRIPTION
 EJ0750
 EJ0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0750'2.1 MI SW FROM BRYANT.
 EJ0750'2.1 MILES SOUTHWEST OF, ALONG M.P.RY. FROM STATION ABOUT 185 FEET
 EJ0750'SOUTHWEST OF M.P.364-30.  116 FEET NORTH OF SEMAPHORE NO. 3648.  54.6
 EJ0750'FEET NORTHWEST OF NORTHWEST TRACK OF MISSOURI PACIFIC R.R..  45.5 FEET
 EJ0750'NORTHWEST OF SOUTHWEST SWITCH STAND TO CROSS OVER TRACK.  TABLET SET
 EJ0750'IN PRECAST CONCRETE POST SET ON TOP OF DITCH EMBANKMENT.
 EJ0750
 EJ0750                          STATION RECOVERY (1973)
 EJ0750
 EJ0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EJ0750'MARK NOT FOUND.
 EJ0750
 EJ0750                          STATION RECOVERY (1998)
 EJ0750
 EJ0750'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0664 ***********************************************************************
 GF0664  DESIGNATION -  DOLPH
 GF0664  PID         -  GF0664
 GF0664  STATE/COUNTY-  AR/IZARD
 GF0664  USGS QUAD   -  PINEVILLE (1964)
 GF0664
 GF0664                         *CURRENT SURVEY CONTROL
 GF0664  ___________________________________________________________________
 GF0664* NAD 83(1997)-  36 13 11.25103(N)    092 07 25.50295(W)     ADJUSTED  
 GF0664* NAVD 88     -       307.98   (+/-2cm)    1010.4    (feet)  VERTCON   
 GF0664  ___________________________________________________________________
 GF0664  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 GF0664  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GF0664
 GF0664  HORZ ORDER  -  SECOND
 GF0664  VERT ORDER  -  THIRD ? (See Below)
 GF0664
 GF0664.The horizontal coordinates were established by classical geodetic methods
 GF0664.and adjusted by the National Geodetic Survey in September 1999..
 GF0664
 GF0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0664.The vertical order pertains to the NGVD 29 superseded value.
 GF0664
 GF0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0664
 GF0664.The geoid height was determined by GEOID03.
 GF0664
 GF0664;                    North         East     Units Scale Factor Converg.
 GF0664;SPC AR N     -   209,300.397   388,873.246   MT  0.99999735   -0 04 19.2
 GF0664;SPC AR N     -   686,679.72  1,275,828.31   sFT  0.99999735   -0 04 19.2
 GF0664;UTM  15      - 4,008,682.900   578,755.467   MT  0.99967642   +0 31 04.0
 GF0664
 GF0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0664!SPC AR N     -   0.99995608  x   0.99999735  =   0.99995343
 GF0664!UTM  15      -   0.99995608  x   0.99967642  =   0.99963252
 GF0664
 GF0664|---------------------------------------------------------------------|
 GF0664| PID    Reference Object                     Distance      Geod. Az  |
 GF0664|                                                           dddmmss.s |
 GF0664| CI0762 DOLPH RM 1                           27.310 METERS 12309     |
 GF0664| CI0763 DOLPH RM 2                           19.986 METERS 16814     |
 GF0664| GF0666 SUGAR LOAF MTN                      APPROX.15.5 KM 1932231.1 |
 GF0664|---------------------------------------------------------------------|
 GF0664
 GF0664                          SUPERSEDED SURVEY CONTROL
 GF0664
 GF0664  NAD 83(1986)-  36 13 11.26211(N)    092 07 25.50286(W) AD(       ) 2
 GF0664  NAD 27      -  36 13 11.02000(N)    092 07 24.94700(W) AD(       ) 2
 GF0664  NGVD 29 (07/19/86)  307.86   (m)         1010.0    (f) LEVELING    3  
 GF0664
 GF0664.Superseded values are not recommended for survey control.
 GF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0664.See file dsdata.txt to determine how the superseded data were derived.
 GF0664
 GF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7875508683(NAD 83)
 GF0664_MARKER: DS = TRIANGULATION STATION DISK
 GF0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0664
 GF0664  HISTORY     - Date     Condition        Report By
 GF0664  HISTORY     - 1953     MONUMENTED       CGS
 GF0664
 GF0664                          STATION DESCRIPTION
 GF0664
 GF0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0664'THE STATION IS ABOUT 7 MILES NORTH AND 3/4 MILES EAST OF
 GF0664'CALICO ROCK, 1 MILE SOUTHWEST OF THE VILLAGE OF DOLPH, IN
 GF0664'THE SOUTHEAST 1/4 OF SEC. 14, T 18 N, R 11 W, ON LAND OWNED
 GF0664'BY J.H. SKIDMORE.  IT IS ABOUT 100 YARDS WEST OF THE FARMHOUSE,
 GF0664'40 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN AND
 GF0664'25 FEET NORTHEAST OF A WITNESS POST.
 GF0664'
 GF0664'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5
 GF0664'AND 56 AT THE NORTH EDGE OF CALICO ROCK, GO EAST AND
 GF0664'NORTHERLY ON HIGHWAY 56 FOR 2.95 MILES TO A SIDE ROAD LEFT
 GF0664'AT A SIGN LAKE VIEW COURT, TURN LEFT AND GO WESTERLY ON A
 GF0664'GRAVELED ROAD FOR 1.15 MILES TO A SERVICE STATION AND A STORE
 GF0664'ON THE LEFT IN THE VILLAGE OF PINEVILLE, TURN LEFT AND GO
 GF0664'NORTHWESTERLY 1.7 MILES TO A CROSSROADS AT A SIGN DOLPH 4,
 GF0664'TURN RIGHT AND GO NORTH 1.7 MILES TO A STORE ON THE RIGHT,
 GF0664'CONTINUE NORTH 1.25 MILES TO A HOUSE ON THE LEFT AT THE TOP
 GF0664'OF A HILL, PASS THROUGH A GATE JUST SOUTH OF THE HOUSE AND
 GF0664'GO WEST ABOUT 100 YARDS, BEAR RIGHT AND GO NORTH ABOUT 75
 GF0664'YARDS TO THE STATION.
 GF0664'
 GF0664'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0664'DOLPH 1953.
 GF0664'
 GF0664'REFERENCE MARK 1 IS 37 FEET EAST OF THE NORTHEAST CORNER OF
 GF0664'THE BARN AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 3
 GF0664'INCHES AND THE DISK IS STAMPED DOLPH NO 1 1953.
 GF0664'
 GF0664'REFERENCE MARK 2 IS 37 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GF0664'THE BARN AND 8 FEET NORTHWEST OF A 14 INCH HICKORY TREE.
 GF0664'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DOLPH NO 2
 GF0664'1953.
 GF0664'
 GF0664'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0664'
 GF0664'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1848 ***********************************************************************
 EJ1848  DESIGNATION -  DONALDSON AM EXCELSIOR TK
 EJ1848  PID         -  EJ1848
 EJ1848  STATE/COUNTY-  AR/HOT SPRING
 EJ1848  USGS QUAD   -  DONALDSON (1984)
 EJ1848
 EJ1848                         *CURRENT SURVEY CONTROL
 EJ1848  ___________________________________________________________________
 EJ1848* NAD 83(1997)-  34 14 07.72388(N)    092 55 33.28292(W)     ADJUSTED  
 EJ1848* NAVD 88     -                                                        
 EJ1848  ___________________________________________________________________
 EJ1848  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 EJ1848  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ1848
 EJ1848  HORZ ORDER  -  THIRD
 EJ1848
 EJ1848.The horizontal coordinates were established by classical geodetic methods
 EJ1848.and adjusted by the National Geodetic Survey in September 1999..
 EJ1848
 EJ1848
 EJ1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1848
 EJ1848.The geoid height was determined by GEOID03.
 EJ1848
 EJ1848;                    North         East     Units Scale Factor Converg.
 EJ1848;SPC AR S     -   574,386.826   314,704.180   MT  0.99992460   -0 31 05.6
 EJ1848;SPC AR S     - 1,884,467.44  1,032,491.96   sFT  0.99992460   -0 31 05.6
 EJ1848;UTM  15      - 3,788,268.389   506,822.937   MT  0.99960057   +0 02 30.1
 EJ1848
 EJ1848                          SUPERSEDED SURVEY CONTROL
 EJ1848
 EJ1848  NAD 83(1986)-  34 14 07.73421(N)    092 55 33.27444(W) AD(       ) 4
 EJ1848  NAD 27      -  34 14 07.39771(N)    092 55 32.65704(W) AD(       ) 3
 EJ1848
 EJ1848.Superseded values are not recommended for survey control.
 EJ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1848.See file dsdata.txt to determine how the superseded data were derived.
 EJ1848
 EJ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0682388268(NAD 83)
 EJ1848_MARKER: 51 = TANK
 EJ1848
 EJ1848  HISTORY     - Date     Condition        Report By
 EJ1848  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1848
 EJ1848                          STATION DESCRIPTION
 EJ1848
 EJ1848'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1842 ***********************************************************************
 FF1842  DESIGNATION -  DONIPHAN BLOXONEND FLOORING TK
 FF1842  PID         -  FF1842
 FF1842  STATE/COUNTY-  AR/WHITE
 FF1842  USGS QUAD   -  JUDSONIA (1994)
 FF1842
 FF1842                         *CURRENT SURVEY CONTROL
 FF1842  ___________________________________________________________________
 FF1842* NAD 83(1997)-  35 15 04.31978(N)    091 40 15.42621(W)     ADJUSTED  
 FF1842* NAVD 88     -                                                        
 FF1842  ___________________________________________________________________
 FF1842  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FF1842  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1842
 FF1842  HORZ ORDER  -  THIRD
 FF1842
 FF1842.The horizontal coordinates were established by classical geodetic methods
 FF1842.and adjusted by the National Geodetic Survey in September 1999..
 FF1842
 FF1842
 FF1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1842
 FF1842.The geoid height was determined by GEOID03.
 FF1842
 FF1842;                    North         East     Units Scale Factor Converg.
 FF1842;SPC AR N     -   101,879.407   429,944.655   MT  0.99995273   +0 11 29.3
 FF1842;SPC AR N     -   334,249.35  1,410,576.76   sFT  0.99995273   +0 11 29.3
 FF1842;UTM  15      - 3,901,710.217   620,909.704   MT  0.99978016   +0 46 01.8
 FF1842
 FF1842                          SUPERSEDED SURVEY CONTROL
 FF1842
 FF1842  NAD 83(1986)-  35 15 04.32905(N)    091 40 15.42581(W) AD(       ) 4
 FF1842  NAD 27      -  35 15 04.02300(N)    091 40 14.93900(W) AD(       ) 3
 FF1842
 FF1842.Superseded values are not recommended for survey control.
 FF1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1842.See file dsdata.txt to determine how the superseded data were derived.
 FF1842
 FF1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2091001710(NAD 83)
 FF1842_MARKER: 51 = TANK
 FF1842
 FF1842  HISTORY     - Date     Condition        Report By
 FF1842  HISTORY     - 1934     FIRST OBSERVED   CGS
 FF1842
 FF1842                          STATION DESCRIPTION
 FF1842
 FF1842'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1845 ***********************************************************************
 FF1845  DESIGNATION -  DONIPHAN BLOXONEND FLOOR STK
 FF1845  PID         -  FF1845
 FF1845  STATE/COUNTY-  AR/WHITE
 FF1845  USGS QUAD   -  JUDSONIA (1994)
 FF1845
 FF1845                         *CURRENT SURVEY CONTROL
 FF1845  ___________________________________________________________________
 FF1845* NAD 83(1997)-  35 15 07.76318(N)    091 40 22.76070(W)     ADJUSTED  
 FF1845* NAVD 88     -                                                        
 FF1845  ___________________________________________________________________
 FF1845  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FF1845  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1845
 FF1845  HORZ ORDER  -  THIRD
 FF1845
 FF1845.The horizontal coordinates were established by classical geodetic methods
 FF1845.and adjusted by the National Geodetic Survey in September 1999..
 FF1845
 FF1845
 FF1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1845
 FF1845.The geoid height was determined by GEOID03.
 FF1845
 FF1845;                    North         East     Units Scale Factor Converg.
 FF1845;SPC AR N     -   101,984.902   429,758.896   MT  0.99995263   +0 11 25.0
 FF1845;SPC AR N     -   334,595.47  1,409,967.31   sFT  0.99995263   +0 11 25.0
 FF1845;UTM  15      - 3,901,813.823   620,722.926   MT  0.99977961   +0 45 57.6
 FF1845
 FF1845                          SUPERSEDED SURVEY CONTROL
 FF1845
 FF1845  NAD 83(1986)-  35 15 07.77262(N)    091 40 22.76047(W) AD(       ) 4
 FF1845  NAD 27      -  35 15 07.46500(N)    091 40 22.27200(W) AD(       ) 3
 FF1845
 FF1845.Superseded values are not recommended for survey control.
 FF1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1845.See file dsdata.txt to determine how the superseded data were derived.
 FF1845
 FF1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2072301814(NAD 83)
 FF1845_MARKER: 63 = STACK
 FF1845
 FF1845  HISTORY     - Date     Condition        Report By
 FF1845  HISTORY     - 1934     FIRST OBSERVED   CGS
 FF1845
 FF1845                          STATION DESCRIPTION
 FF1845
 FF1845'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1438 ***********************************************************************
 DL1438  DESIGNATION -  DOWING
 DL1438  PID         -  DL1438
 DL1438  STATE/COUNTY-  AR/NEVADA
 DL1438  USGS QUAD   -  LANEBURG (1973)
 DL1438
 DL1438                         *CURRENT SURVEY CONTROL
 DL1438  ___________________________________________________________________
 DL1438* NAD 83(1997)-  33 44 35.03656(N)    093 20 25.88439(W)     ADJUSTED  
 DL1438* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 DL1438  ___________________________________________________________________
 DL1438  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DL1438  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DL1438
 DL1438  HORZ ORDER  -  FIRST
 DL1438
 DL1438.The horizontal coordinates were established by classical geodetic methods
 DL1438.and adjusted by the National Geodetic Survey in September 1999..
 DL1438
 DL1438.The orthometric height was scaled from a topographic map.
 DL1438
 DL1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1438
 DL1438.The geoid height was determined by GEOID03.
 DL1438
 DL1438;                    North         East     Units Scale Factor Converg.
 DL1438;SPC AR S     -   520,199.031   275,796.490   MT  0.99993132   -0 45 01.0
 DL1438;SPC AR S     - 1,706,686.32    904,842.32   sFT  0.99993132   -0 45 01.0
 DL1438;UTM  15      - 3,733,720.272   468,458.965   MT  0.99961226   -0 11 20.9
 DL1438
 DL1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1438!SPC AR S     -   0.99999181  x   0.99993132  =   0.99992313
 DL1438!UTM  15      -   0.99999181  x   0.99961226  =   0.99960407
 DL1438
 DL1438:                Primary Azimuth Mark                     Grid Az
 DL1438:SPC AR S     -  DALLAS LITTLE ROCK AWY BCN 23            019 04 11.6
 DL1438:UTM  15      -  DALLAS LITTLE ROCK AWY BCN 23            018 30 31.5
 DL1438
 DL1438|---------------------------------------------------------------------|
 DL1438| PID    Reference Object                     Distance      Geod. Az  |
 DL1438|                                                           dddmmss.s |
 DL1438| EJ1981 DALLAS LITTLE ROCK AWY BCN 23       APPROX.31.3 KM 0181910.6 |
 DL1438| CX5746 DOWING RM 1                          60.908 METERS 09256     |
 DL1438| CX5745 DOWING AZ MK                                       1292122.5 |
 DL1438| CX5747 DOWING RM 2                          44.251 METERS 18609     |
 DL1438|---------------------------------------------------------------------|
 DL1438
 DL1438                          SUPERSEDED SURVEY CONTROL
 DL1438
 DL1438  NAD 83(1997)-  33 44 35.04491(N)    093 20 25.87726(W) AD(       ) 1
 DL1438  NAD 83(1986)-  33 44 35.04642(N)    093 20 25.87469(W) AD(       ) 1
 DL1438  NAD 27      -  33 44 34.64200(N)    093 20 25.26500(W) AD(       ) 1
 DL1438
 DL1438.Superseded values are not recommended for survey control.
 DL1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1438.See file dsdata.txt to determine how the superseded data were derived.
 DL1438
 DL1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6845933720(NAD 83)
 DL1438_MARKER: DS = TRIANGULATION STATION DISK
 DL1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1438
 DL1438  HISTORY     - Date     Condition        Report By
 DL1438  HISTORY     - 1941     MONUMENTED       CGS
 DL1438  HISTORY     - 1963     GOOD             CGS
 DL1438  HISTORY     - 1969     GOOD             USGS
 DL1438
 DL1438                          STATION DESCRIPTION
 DL1438
 DL1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1438'STATION IS ABOUT 5 MILES SSE OF PRESCOTT, 2 MILES S OF THE
 DL1438'PRESCOTT-CALE ROAD AND ON THE PROPERTY OF ETHEL DOWING.  IT
 DL1438'IS 73 FEET NW OF THE NW CORNER OF THE DOWING HOUSE, 32 FEET S
 DL1438'OF THE CENTER LINE OF AN E-W DIRT ROAD AND 7 FEET ESE OF A
 DL1438'WHITE REFERENCE POST.  IT IS STAMPED DOWING 1941 AND PROJECTS
 DL1438'4 INCHES.
 DL1438'
 DL1438'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1438'BRONZE DISKS SET IN CONCRETE.
 DL1438'AND 11A.
 DL1438'
 DL1438'REFERENCE MARK NO. 1 IS 18 FEET S OF THE CENTER LINE OF THE
 DL1438'E-AND-W DIRT ROAD, AND 3 FEET N OF A WOODEN PICKET FENCE.
 DL1438'IT IS STAMPED DOWING NO.1 1941 AND PROJECTS 8 INCHES.
 DL1438'
 DL1438'REFERENCE MARK NO. 2 IS 75 FEET SW OF THE SW CORNER OF THE
 DL1438'DOWING HOUSE.  IT IS STAMPED DOWING NO.2 1941 AND PROJECTS
 DL1438'4 INCHES.
 DL1438'
 DL1438'THE AZIMUTH MARK IS AT THE E SIDE OF A SMALL PASTURE ON THE
 DL1438'NEXT FARM E OF THE DOWING PLACE, ABOUT 0.1 MILE ESE OF THE
 DL1438'FARMHOUSE, 4 FEET N OF A WHITE REFERENCE POST, AND 1 FOOT
 DL1438'W OF A N-AND-S FENCE.  IT IS STAMPED DOWING 1941 AND PROJECTS
 DL1438'6 INCHES.
 DL1438'
 DL1438'TO REACH STATION FROM THE CROSSROADS AT THE INTERSECTION
 DL1438'OF STATE HIGHWAY 24 AND THE PRESCOTT-CALE ROAD AT THE SE
 DL1438'EDGE OF THE CITY OF PRESCOTT, GO S AND E ON THE CALE ROAD FOR
 DL1438'2.6 MILES AND TURN RIGHT, S, ON A GRADED DIRT ROAD, GO 2.0
 DL1438'MILES AND TURN LEFT, E, AT A T-ROAD, GO 0.65 MILE TO THE
 DL1438'DOWING HOUSE AND THE STATION ON THE S SIDE OF THE ROAD.
 DL1438'
 DL1438'TO REACH THE AZIMUTH MARK CONTINUE E AND S ON THIS ROAD FOR
 DL1438'ABOUT 0.15 MILE TO THE NEXT FARMHOUSE, THEN GO SE THROUGH
 DL1438'2 GATES AND THE BARN LOT AND CONTINUE SE THROUGH A PASTURE
 DL1438'FOR ABOUT 0.15 MILE TO THE E SIDE OF THE PASTURE AND THE
 DL1438'AZIMUTH MARK.
 DL1438'
 DL1438'103-FOOT SIGNALS AT PRESCOTT MAG AND PRESCOTT WEST BASE ARE
 DL1438'VISIBLE AT 90 FEET.
 DL1438'
 DL1438'A 116-FOOT SIGNAL AT PRESCOTT EAST BASE IS VISIBLE AT 90
 DL1438'FEET.
 DL1438'
 DL1438'A 103-FOOT SIGNAL AT LACKLAND IS VISIBLE AT 77 FEET.
 DL1438'
 DL1438'A 90-FOOT SIGNAL AT CALE IS VISIBLE AT 103 FEET.
 DL1438'
 DL1438'A 77-FOOT SIGNAL AT COLLINS IS VISIBLE AT 77 FEET.
 DL1438
 DL1438                          STATION RECOVERY (1963)
 DL1438
 DL1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1438'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 DL1438'CONDITION.  THE STATION MARK IS ABOUT 90 FEET NORTH OF A NEW
 DL1438'HOUSE THAT WAS BUILT TO THE WEST OF THE 1941 HOUSE SITE, ABOUT
 DL1438'32 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND AT WEST EDGE
 DL1438'OF DRIVEWAY LEADING TO NEW HOUSE.  R.M. NO. 1 RECOVERED AS
 DL1438'DESCRIBED.  R.M. NO. 2 IS TO THE SOUTH OF THE NEW HOUSE AND
 DL1438'THE HOUSE IS IN LINE BETWEEN THIS MARK AND THE STATION.
 DL1438'
 DL1438'THE AZIMUTH MARK WAS NOT RECOVERED BUT THE MAN LIVING AT THE
 DL1438'DOWING PLACE SAID HE KNEW THE LOCATION OF THE MARK AND COULD
 DL1438'PARTIES TO IT.  THE AZIMUTH MARK WOULD NOT BE VISABLE FROM
 DL1438'THE GROUND AT THE STATION DUE TO HEAVY TIMBER THAT HAS GROWN
 DL1438'UP ON LINE.
 DL1438'
 DL1438'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1438'FOR RECOVERY.
 DL1438
 DL1438                          STATION RECOVERY (1969)
 DL1438
 DL1438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1438'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 DL1438'FOUND IN GOOD CONDITION.  AZ MK. WAS NOT SEARCHED FOR.  THE
 DL1438'OLD DESCRIPTION IS ADEQUATE ENOUGH FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7115 ***********************************************************************
 AE7115  FBN         -  This is a Federal Base Network Control Station.
 AE7115  DESIGNATION -  DQUA A
 AE7115  PID         -  AE7115
 AE7115  STATE/COUNTY-  AR/SEVIER
 AE7115  USGS QUAD   -  DE QUEEN (1966)
 AE7115
 AE7115                         *CURRENT SURVEY CONTROL
 AE7115  ___________________________________________________________________
 AE7115* NAD 83(1997)-  34 06 43.65151(N)    094 17 29.25927(W)     ADJUSTED  
 AE7115* NAVD 88     -       197.563  (meters)     648.17   (feet)  ADJUSTED  
 AE7115  ___________________________________________________________________
 AE7115  X           -    -395,584.420 (meters)                     COMP
 AE7115  Y           -  -5,271,612.153 (meters)                     COMP
 AE7115  Z           -   3,556,845.843 (meters)                     COMP
 AE7115  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AE7115  ELLIP HEIGHT-         169.53  (meters)          (07/20/01) GPS OBS
 AE7115  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AE7115  DYNAMIC HT  -         197.363 (meters)     647.52  (feet)  COMP
 AE7115  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 AE7115
 AE7115  HORZ ORDER  -  A
 AE7115  VERT ORDER  -  FIRST     CLASS II
 AE7115  ELLP ORDER  -  FOURTH    CLASS I
 AE7115
 AE7115.The horizontal coordinates were established by GPS observations
 AE7115.and adjusted by the National Geodetic Survey in July 2001..
 AE7115
 AE7115.The orthometric height was determined by differential leveling
 AE7115.and adjusted by the National Geodetic Survey in July 2002..
 AE7115
 AE7115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7115
 AE7115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7115
 AE7115.The ellipsoidal height was determined by GPS observations
 AE7115.and is referenced to NAD 83.
 AE7115
 AE7115.The geoid height was determined by GEOID03.
 AE7115
 AE7115.The dynamic height is computed by dividing the NAVD 88
 AE7115.geopotential number by the normal gravity value computed on the
 AE7115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7115.degrees latitude (g = 980.6199 gals.).
 AE7115
 AE7115.The modeled gravity was interpolated from observed gravity values.
 AE7115
 AE7115;                    North         East     Units Scale Factor Converg.
 AE7115;SPC AR S     -   562,685.009   188,617.124   MT  0.99991939   -1 16 57.0
 AE7115;SPC AR S     - 1,846,075.73    618,821.35   sFT  0.99991939   -1 16 57.0
 AE7115;UTM  15      - 3,775,341.243   380,889.541   MT  0.99977489   -0 43 27.7
 AE7115
 AE7115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7115!SPC AR S     -   0.99997339  x   0.99991939  =   0.99989278
 AE7115!UTM  15      -   0.99997339  x   0.99977489  =   0.99974828
 AE7115
 AE7115                          SUPERSEDED SURVEY CONTROL
 AE7115
 AE7115  NAVD 88 (07/20/01)  197.56   (m)          648.2    (f) LEVELING    3  
 AE7115
 AE7115.Superseded values are not recommended for survey control.
 AE7115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7115.See file dsdata.txt to determine how the superseded data were derived.
 AE7115
 AE7115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8089075341(NAD 83)
 AE7115_MARKER: I = METAL ROD
 AE7115_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE7115_STAMPING: DQUA A 1998
 AE7115_MARK LOGO: NGS   
 AE7115_PROJECTION: FLUSH
 AE7115_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7115+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2000
 AE7115_ROD/PIPE-DEPTH: 1.9  meters
 AE7115_SLEEVE-DEPTH  : 0.9 meters
 AE7115
 AE7115  HISTORY     - Date     Condition        Report By
 AE7115  HISTORY     - 1998     MONUMENTED       NGS
 AE7115  HISTORY     - 20000201 GOOD             NGS
 AE7115
 AE7115                          STATION DESCRIPTION
 AE7115
 AE7115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE7115'6.7 KM (4.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 71 FROM THE JUNCTION OF
 AE7115'U.S.  HIGHWAY 70 IN DEQUEEN, THENCE 2.4 KM (1.50 MI) EASTERLY ALONG
 AE7115'PULLMAN ROAD, 20.7 M (67.9 FT) NORTH OF THE ROAD CENTER, 9.6 M (31.5
 AE7115'FT) EAST OF THE CENTER OF OTTAWA ROAD, 8.9 M (29.2 FT) WEST OF
 AE7115'UNDERGROUND CABLE JUNCTION BOX NUMBER 12-98-6-7, 4.6 M (15.1 FT) EAST
 AE7115'OF A FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROADS, AND
 AE7115'0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND A FENCE.  NOTE--ACCESS TO
 AE7115'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE7115'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO
 AE7115'REFUSAL AND ANCHORED.
 AE7115
 AE7115                          STATION RECOVERY (2000)
 AE7115
 AE7115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AE7115'THE STATION IS LOCATED ABOUT 10.30 KM (6.40 MI) NORTHEAST OF DEQUEEN
 AE7115'IN THE NORTHEAST ANGLE OF THE JUNCTION OF PULLMAN ROAD AND OTTAWA
 AE7115'ROAD.  OWNERSHIP--ARKANSAS HIGHWAY DEPARTMENT.  TO REACH THE STATION
 AE7115'FROM THE JUNCTION OF COMBINED US HIGHWAYS 71 AND 59 AND US HIGHWAY 70
 AE7115'WEST ON THE NORTH SIDE OF DEQUEEN, GO NORTH ON COMBINED HIGHWAYS 71
 AE7115'AND 59 FOR 7.8 KM (4.85 MI) TO THE JUNCTION OF PULLMAN ROAD ON THE
 AE7115'RIGHT, TURN RIGHT, EAST ON PULLMAN ROAD FOR 1.13 KM (0.70 MI) TO THE
 AE7115'JUNCTION OF APACHE TRAIL ON THE RIGHT, CONTINUE AHEAD, EAST ON PULLMAN
 AE7115'ROAD FOR 1.29 KM (0.80 MI) TO THE JUNCTION OF OTTAWA ROAD AND THE
 AE7115'STATION ON THE LEFT.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 AE7115'STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE, ENCASED IN A 13 CM PVC
 AE7115'PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE ABOUT FLUSH WITH THE
 AE7115'GROUND AND ABOUT 1.07 M (3.51 FT) ABOVE THE ROAD.  LOCATED 20.73 M
 AE7115'(68.01 FT) NORTH OF THE CENTER OF PULLMAN ROAD, 9.6 M (31.5 FT) EAST
 AE7115'OF THE CENTER OF OTTAWA ROAD, 8.84 M (29.00 FT) WEST OF A WOOD POST
 AE7115'PROTECTING AN UNDERGROUND CABLE JUNCTION BOX AND WITH SIGN--A AND B
 AE7115'FARM-PILGRIMS PRIDE, 4.58 M (15.03 FT) EAST OF THE SOUTHWEST CORNER
 AE7115'POST OF A PASTURE FENCE AND 0.46 M (1.51 FT) SOUTH OF AN NGS
 AE7115'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7116 ***********************************************************************
 AE7116  CBN         -  This is a Cooperative Base Network Control Station.
 AE7116  DESIGNATION -  DQUA B
 AE7116  PID         -  AE7116
 AE7116  STATE/COUNTY-  AR/SEVIER
 AE7116  USGS QUAD   -  DE QUEEN (1966)
 AE7116
 AE7116                         *CURRENT SURVEY CONTROL
 AE7116  ___________________________________________________________________
 AE7116* NAD 83(1997)-  34 06 39.95292(N)    094 17 51.45856(W)     ADJUSTED  
 AE7116* NAVD 88     -       195.455  (meters)     641.26   (feet)  ADJUSTED  
 AE7116  ___________________________________________________________________
 AE7116  X           -    -396,156.435 (meters)                     COMP
 AE7116  Y           -  -5,271,631.546 (meters)                     COMP
 AE7116  Z           -   3,556,750.308 (meters)                     COMP
 AE7116  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AE7116  ELLIP HEIGHT-         167.43  (meters)          (07/20/01) GPS OBS
 AE7116  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AE7116  DYNAMIC HT  -         195.257 (meters)     640.61  (feet)  COMP
 AE7116  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 AE7116
 AE7116  HORZ ORDER  -  A
 AE7116  VERT ORDER  -  FIRST     CLASS II
 AE7116  ELLP ORDER  -  FOURTH    CLASS I
 AE7116
 AE7116.The horizontal coordinates were established by GPS observations
 AE7116.and adjusted by the National Geodetic Survey in July 2001..
 AE7116
 AE7116.The orthometric height was determined by differential leveling
 AE7116.and adjusted by the National Geodetic Survey in July 2002..
 AE7116
 AE7116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7116
 AE7116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7116
 AE7116.The ellipsoidal height was determined by GPS observations
 AE7116.and is referenced to NAD 83.
 AE7116
 AE7116.The geoid height was determined by GEOID03.
 AE7116
 AE7116.The dynamic height is computed by dividing the NAVD 88
 AE7116.geopotential number by the normal gravity value computed on the
 AE7116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7116.degrees latitude (g = 980.6199 gals.).
 AE7116
 AE7116.The modeled gravity was interpolated from observed gravity values.
 AE7116
 AE7116;                    North         East     Units Scale Factor Converg.
 AE7116;SPC AR S     -   562,583.835   188,045.817   MT  0.99991936   -1 17 09.5
 AE7116;SPC AR S     - 1,845,743.80    616,946.98   sFT  0.99991936   -1 17 09.5
 AE7116;UTM  15      - 3,775,234.523   380,319.328   MT  0.99977656   -0 43 40.1
 AE7116
 AE7116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7116!SPC AR S     -   0.99997372  x   0.99991936  =   0.99989308
 AE7116!UTM  15      -   0.99997372  x   0.99977656  =   0.99975028
 AE7116
 AE7116                          SUPERSEDED SURVEY CONTROL
 AE7116
 AE7116  NAVD 88 (07/20/01)  195.46   (m)          641.3    (f) LEVELING    3  
 AE7116
 AE7116.Superseded values are not recommended for survey control.
 AE7116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7116.See file dsdata.txt to determine how the superseded data were derived.
 AE7116
 AE7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8031975235(NAD 83)
 AE7116_MARKER: I = METAL ROD
 AE7116_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE7116_STAMPING: DQUA B 1998
 AE7116_MARK LOGO: NGS   
 AE7116_PROJECTION: FLUSH
 AE7116_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7116+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2000
 AE7116_ROD/PIPE-DEPTH: 1.6  meters
 AE7116_SLEEVE-DEPTH  : 0.9 meters
 AE7116
 AE7116  HISTORY     - Date     Condition        Report By
 AE7116  HISTORY     - 1998     MONUMENTED       NGS
 AE7116  HISTORY     - 20000201 GOOD             NGS
 AE7116
 AE7116                          STATION DESCRIPTION
 AE7116
 AE7116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE7116'6.7 KM (4.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 71 FROM THE JUNCTION OF
 AE7116'U.S.  HIGHWAY 70 IN DEQUEEN, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG
 AE7116'PULLMAN ROAD, 24.0 M (78.7 FT) SOUTH OF THE ROAD CENTER, 16.8 M (55.1
 AE7116'FT) SOUTHWEST OF A WITNESS POST AND A UTILITY POLE WITH A GUY CABLE,
 AE7116'12.8 M (42.0 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO THE
 AE7116'MCCULLOUGH RESIDENCE AT 318 PULLMAN ROAD, AND 1.2 M (3.9 FT) ABOVE THE
 AE7116'LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE7116'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.  THE
 AE7116'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AE7116'MONUMENT IS ON PROPERTY OWNED BY RICHEY MCCULLOUGH, 318 PULLMAN ROAD,
 AE7116'DEQUEEN, AR 71832, TELEPHONE NUMBER (870) 642-7631.
 AE7116
 AE7116                          STATION RECOVERY (2000)
 AE7116
 AE7116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AE7116'THE STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) NORTHEAST OF DEQUEEN ON
 AE7116'THE ON THE SOUTH SIDE OF PULLMAN ROAD ON THE PROPERTY OF MR.  RICHEY
 AE7116'MC CULLOUGH, 318 PULLMAN ROAD, DEQUEEN AR, 71832.  CONTACT MR.  MC
 AE7116'CULLOUGH ONE DAY IN ADVANCE BEFORE OCCUPYING THIS STATION.
 AE7116'  OWNERSHIP--SAME AS ABOVE.  TO REACH THE STATION FROM
 AE7116'THE JUNCTION OF COMBINED HIGHWAYS 71 AND 59 AND US HIGHWAY 70 WEST ON
 AE7116'THE NORTH SIDE OF DEQUEEN, GO NORTH ON COMBINED HIGHWAYS 71 AND 59 FOR
 AE7116'7.81 KM (4.85 MI) TO THE JUNCTION OF PULLMAN ROAD ON THE RIGHT, TURN
 AE7116'RIGHT, EAST ON PULLMAN ROAD FOR 1.13 KM (0.70 MI) TO THE JUNCTION OF
 AE7116'APACHE DRIVE ON THE RIGHT, CONTINUE AHEAD, EAST ON PULLMAN ROAD FOR
 AE7116'0.72 KM (0.45 MI) TO THE JUNCTION OF A GRAVEL ENTRANCE DRIVE TO A
 AE7116'RANCH HOUSE (318 PULLMAN ROAD) , TURN RIGHT, SOUTH ON THE DRIVE FOR
 AE7116'ABOUT 22.86 M (75.00 FT) TO THE STATION ON THE LEFT IN HIGH WEEDS ON
 AE7116'THE EAST SIDE OF THE DRIVE AND WEST OF A SHORT FIBERGLASS WITNESS
 AE7116'POST.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD
 AE7116'IN A GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH AN NGS
 AE7116'LOGO CAP SURROUNDED WITH CONCRETE ABOUT FLUSH WITH THE GROUND AND
 AE7116'ABOUT 0.2 M (0.7 FT) ABOVE THE DRIVE.  LOCATED 24.08 M (79.00 FT)
 AE7116'SOUTH OF THE CENTER OF THE ROAD (SLOPE MEASUREMENT) , 16.77 M (55.02
 AE7116'FT) SOUTHWEST OF A POWER POLE WITH A GUY WIRE AND AN NGS FIBERGLASS
 AE7116'WITNESS POST ON ITS SOUTHWEST SIDE, 12.8 M (42.0 FT) EAST OF THE
 AE7116'CENTER OF THE GRAVEL DRIVE AND 0.22 M (0.72 FT) WEST OF A SHORT NGS
 AE7116'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0865 ***********************************************************************
 GF0865  DESIGNATION -  DRAKES
 GF0865  PID         -  GF0865
 GF0865  STATE/COUNTY-  AR/MADISON
 GF0865  USGS QUAD   -  HARTWELL (1973)
 GF0865
 GF0865                         *CURRENT SURVEY CONTROL
 GF0865  ___________________________________________________________________
 GF0865* NAD 83(1997)-  36 01 15.34569(N)    093 46 21.49032(W)     ADJUSTED  
 GF0865* NAVD 88     -       619.7    (meters)    2033.     (feet)  VERTCON   
 GF0865  ___________________________________________________________________
 GF0865  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GF0865  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GF0865
 GF0865  HORZ ORDER  -  FIRST
 GF0865
 GF0865.The horizontal coordinates were established by classical geodetic methods
 GF0865.and adjusted by the National Geodetic Survey in September 1999..
 GF0865
 GF0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0865
 GF0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0865
 GF0865.The geoid height was determined by GEOID03.
 GF0865
 GF0865;                    North         East     Units Scale Factor Converg.
 GF0865;SPC AR N     -   188,666.021   240,229.063   MT  0.99996491   -1 01 53.4
 GF0865;SPC AR N     -   618,981.77    788,151.52   sFT  0.99996491   -1 01 53.4
 GF0865;UTM  15      - 3,986,545.885   430,381.884   MT  0.99965972   -0 27 15.8
 GF0865
 GF0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0865!SPC AR N     -   0.99990711  x   0.99996491  =   0.99987202
 GF0865!UTM  15      -   0.99990711  x   0.99965972  =   0.99956686
 GF0865
 GF0865:                Primary Azimuth Mark                     Grid Az
 GF0865:SPC AR N     -  HUNTSVILLE MUN STANDPIPE                 020 08 56.6
 GF0865:UTM  15      -  HUNTSVILLE MUN STANDPIPE                 019 34 19.0
 GF0865
 GF0865|---------------------------------------------------------------------|
 GF0865| PID    Reference Object                     Distance      Geod. Az  |
 GF0865|                                                           dddmmss.s |
 GF0865| GF0858 HUNTSVILLE MUN STANDPIPE            APPROX. 7.6 KM 0190703.2 |
 GF0865| CI0770 DRAKES RM 1                          20.665 METERS 14519     |
 GF0865| FG1929 LEHMAN                              APPROX.16.3 KM 1753626.4 |
 GF0865| CI0771 DRAKES RM 2                          19.557 METERS 26643     |
 GF0865|---------------------------------------------------------------------|
 GF0865
 GF0865                          SUPERSEDED SURVEY CONTROL
 GF0865
 GF0865  NAD 83(1997)-  36 01 15.35706(N)    093 46 21.49082(W) AD(       ) 1
 GF0865  NAD 83(1986)-  36 01 15.35668(N)    093 46 21.49196(W) AD(       ) 1
 GF0865  NAD 27      -  36 01 15.07997(N)    093 46 20.79929(W) AD(       ) 1
 GF0865  NGVD 29 (07/19/86)  619.6    (m)         2033.     (f) VERT ANG       
 GF0865
 GF0865.Superseded values are not recommended for survey control.
 GF0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0865.See file dsdata.txt to determine how the superseded data were derived.
 GF0865
 GF0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3038286546(NAD 83)
 GF0865_MARKER: DS = TRIANGULATION STATION DISK
 GF0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0865
 GF0865  HISTORY     - Date     Condition        Report By
 GF0865  HISTORY     - 1971     MONUMENTED       NGS
 GF0865
 GF0865                          STATION DESCRIPTION
 GF0865
 GF0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0865'RM 1 TO RM 2 OBSTRUCTED BY TREES.
 GF0865'
 GF0865'THE STATION IS ABOUT 8 MILES EAST OF WESLEY, 5-1/2 MILES NORTH AND
 GF0865'5 MILES WEST OF WITTER, 5 MILES SOUTH AND 2-1/2 MILES WEST OF
 GF0865'HUNTSVILLE, IN THE SOUTHEAST 1/4 OF SECTION 30, T. 16 N., R. 26 W.,
 GF0865'IN A WOODED AREA ON PROPERTY OF FLOYD SUTTON.
 GF0865'
 GF0865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 74 AND 68
 GF0865'AT THE WEST EDGE OF HUNTSVILLE, GO SOUTHWEST ON STATE HIGHWAY 74 FOR
 GF0865'2.0 MILES TO A BRIDGE OVER HOLMAN CREEK.  CONTINUE SOUTHWEST ON
 GF0865'STATE HIGHWAY 74 FOR 1.4 MILES TO A GRAVELED SIDE ROAD LEFT.  TURN
 GF0865'LEFT AND GO SOUTH AND EAST ON GRAVELED ROAD FOR 2.9 MILES TO A
 GF0865'T-ROAD JUNCTION.  TURN RIGHT AND GO SOUTHERLY ON GRAVELED
 GF0865'ROAD FOR 2.1 MILES TO A T-ROAD JUNCTION.  TURN RIGHT AND GO
 GF0865'SOUTHWEST FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 GF0865'WEST AND NORTHWEST FOR 0.5 MILE TO THE STATION ON THE RIGHT JUST
 GF0865'BEFORE REACHING THREE LARGE CONCRETE GATE POST ON THE RIGHT.
 GF0865'
 GF0865'STATION MARKS ARE STANDARD DISKS, STAMPED DRAKES 1971, THE SURFACE
 GF0865'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 GF0865'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 124.0 FEET EAST OF
 GF0865'THE CENTER OF A GRAVELED ROAD, 138.0 FEET SOUTHEAST OF THE SOUTH
 GF0865'ONE OF 3 CONCRETE GATE POSTS AND 5.0 FEET NORTHWEST OF A WITNESS
 GF0865'POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 GF0865'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 GF0865'
 GF0865'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DRAKES NO 1 1971, SET
 GF0865'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 GF0865'6 INCHES ABOVE THE GROUND.  IT IS 63.0 FEET SOUTHEAST OF THE
 GF0865'WITNESS POST, 38.0 FEET NORTH OF A POWER LINE POLE AND ABOUT THE
 GF0865'SAME ELEVATION AS THE STATION.
 GF0865'
 GF0865'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DRAKES NO 2 1971, SET
 GF0865'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 GF0865'6 INCHES ABOVE THE GROUND.  IT IS 100.0 FEET SOUTHEAST OF THE SOUTH
 GF0865'ONE OF 3 CONCRETE GATE POST, 60.0 FEET EAST OF THE CENTER OF THE
 GF0865'GRAVELED ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 GF0865'
 GF0865'NOTE--THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0865'
 GF0865'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1886 ***********************************************************************
 FF1886  DESIGNATION -  DRASCO
 FF1886  PID         -  FF1886
 FF1886  STATE/COUNTY-  AR/CLEBURNE
 FF1886  USGS QUAD   -  DRASCO (1973)
 FF1886
 FF1886                         *CURRENT SURVEY CONTROL
 FF1886  ___________________________________________________________________
 FF1886* NAD 83(1997)-  35 38 05.60711(N)    091 59 25.30539(W)     ADJUSTED  
 FF1886* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 FF1886  ___________________________________________________________________
 FF1886  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 FF1886  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF1886
 FF1886  HORZ ORDER  -  SECOND
 FF1886
 FF1886.The horizontal coordinates were established by classical geodetic methods
 FF1886.and adjusted by the National Geodetic Survey in September 1999..
 FF1886
 FF1886.The orthometric height was scaled from a topographic map.
 FF1886
 FF1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1886
 FF1886.The geoid height was determined by GEOID03.
 FF1886
 FF1886;                    North         East     Units Scale Factor Converg.
 FF1886;SPC AR N     -   144,396.909   400,872.875   MT  0.99993632   +0 00 20.2
 FF1886;SPC AR N     -   473,742.19  1,315,197.09   sFT  0.99993632   +0 00 20.2
 FF1886;UTM  15      - 3,943,923.037   591,415.339   MT  0.99970298   +0 35 17.8
 FF1886
 FF1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1886!SPC AR N     -   0.99994448  x   0.99993632  =   0.99988081
 FF1886!UTM  15      -   0.99994448  x   0.99970298  =   0.99964748
 FF1886
 FF1886|---------------------------------------------------------------------|
 FF1886| PID    Reference Object                     Distance      Geod. Az  |
 FF1886|                                                           dddmmss.s |
 FF1886| CI0772 DRASCO RM 1                          22.769 METERS 00721     |
 FF1886| CI0773 DRASCO RM 2                          19.597 METERS 12543     |
 FF1886| FG1661 IRONS MT                            APPROX.25.1 KM 3542525.9 |
 FF1886|---------------------------------------------------------------------|
 FF1886
 FF1886                          SUPERSEDED SURVEY CONTROL
 FF1886
 FF1886  NAD 83(1986)-  35 38 05.61930(N)    091 59 25.30426(W) AD(       ) 2
 FF1886  NAD 27      -  35 38 05.34300(N)    091 59 24.76900(W) AD(       ) 2
 FF1886
 FF1886.Superseded values are not recommended for survey control.
 FF1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1886.See file dsdata.txt to determine how the superseded data were derived.
 FF1886
 FF1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9141543923(NAD 83)
 FF1886_MARKER: DS = TRIANGULATION STATION DISK
 FF1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1886
 FF1886  HISTORY     - Date     Condition        Report By
 FF1886  HISTORY     - 1954     MONUMENTED       CGS
 FF1886
 FF1886                          STATION DESCRIPTION
 FF1886
 FF1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1886'THE STATION IS ABOUT 10 MILES NORTH AND 2-1/4 MILES EAST OF
 FF1886'HEBER SPRINGS, 2-1/2 MILES WEST OF THE SETTLEMENT OF DRASCO,
 FF1886'ON THE SUMMIT OF A HIGH TIMBERED RIDGE WHICH IS THE HIGHEST
 FF1886'POINT IN THE IMMEDIATE VICINITY.  IT IS 7 FEET EAST OF A
 FF1886'4 X 4 INCH WHITE WITNESS POST.
 FF1886'
 FF1886'TO REACH THE STATION FROM THE POST OFFICE IN DRASCO, GO WEST
 FF1886'ON A GRAVELED ROAD FOR 1.65 MILES TO A GATE ON THE LEFT AND
 FF1886'A T-JUNCTION, TURN RIGHT AND GO NORTH AND WEST FOR 0.35 MILE
 FF1886'TO A Y-JUNCTION, BEAR LEFT AND CONTINUE WESTERLY 0.7 MILE TO
 FF1886'A FARMHOUSE ON THE LEFT, CONTINUE WESTERLY FOR 0.15 MILE TO A
 FF1886'Y-JUNCTION, BEAR LEFT AND CONTINUE WESTERLY 0.2 MILE TO A
 FF1886'Y-JUNCTION, BEAR LEFT AND CONTINUE WESTERLY FOR 0.05 MILE TO A
 FF1886'TRIANGLE-BLAZED OAK TREE ON THE RIGHT, BEAR LEFT AND GO SOUTH
 FF1886'FOR 50 YARDS TO THE STATION.
 FF1886'
 FF1886'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 FF1886'DRASCO 1954.
 FF1886'
 FF1886'REFERENCE MARK 1 IS 77 FEET NORTH OF THE WITNESS POST.  THE
 FF1886'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED DRASCO NO
 FF1886'1 1954.
 FF1886'
 FF1886'REFERENCE MARK 2 IS 70 FEET SOUTHEAST OF THE WITNESS POST.
 FF1886'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DRASCO NO 2
 FF1886'1954.
 FF1886'
 FF1886'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 FF1886'
 FF1886'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2663 ***********************************************************************
 FE2663  DESIGNATION -  DRIVER
 FE2663  PID         -  FE2663
 FE2663  STATE/COUNTY-  AR/MISSISSIPPI
 FE2663  USGS QUAD   -  OSCEOLA (1983)
 FE2663
 FE2663                         *CURRENT SURVEY CONTROL
 FE2663  ___________________________________________________________________
 FE2663* NAD 83(1997)-  35 41 02.61075(N)    089 58 53.22203(W)     ADJUSTED  
 FE2663* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 FE2663  ___________________________________________________________________
 FE2663  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 FE2663  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2663
 FE2663  HORZ ORDER  -  FIRST
 FE2663
 FE2663.The horizontal coordinates were established by classical geodetic methods
 FE2663.and adjusted by the National Geodetic Survey in September 1999..
 FE2663
 FE2663.The orthometric height was scaled from a topographic map.
 FE2663
 FE2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2663
 FE2663.The geoid height was determined by GEOID03.
 FE2663
 FE2663;                    North         East     Units Scale Factor Converg.
 FE2663;SPC AR N     -   151,724.582   582,698.802   MT  0.99993745   +1 10 28.5
 FE2663;SPC AR N     -   497,783.07  1,911,737.65   sFT  0.99993745   +1 10 28.5
 FE2663;SPC TN       -   157,191.268   239,708.101   MT  0.99995181   -2 19 51.2
 FE2663;SPC TN       -   515,718.35    786,442.33   sFT  0.99995181   -2 19 51.2
 FE2663;UTM  16      - 3,953,003.970   230,182.012   MT  1.00049722   -1 44 24.6
 FE2663;UTM  15      - 3,953,106.638   773,176.388   MT  1.00051969   +1 45 42.7
 FE2663
 FE2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2663!SPC AR N     -   0.99999303  x   0.99993745  =   0.99993048
 FE2663!SPC TN       -   0.99999303  x   0.99995181  =   0.99994484
 FE2663!UTM  16      -   0.99999303  x   1.00049722  =   1.00049025
 FE2663!UTM  15      -   0.99999303  x   1.00051969  =   1.00051272
 FE2663
 FE2663:                Primary Azimuth Mark                     Grid Az
 FE2663:SPC AR N     -  OSCEOLA TANK                             024 33 54.2
 FE2663:SPC TN       -  OSCEOLA TANK                             028 04 13.9
 FE2663:UTM  16      -  OSCEOLA TANK                             027 28 47.3
 FE2663:UTM  15      -  OSCEOLA TANK                             023 58 40.0
 FE2663
 FE2663|---------------------------------------------------------------------|
 FE2663| PID    Reference Object                     Distance      Geod. Az  |
 FE2663|                                                           dddmmss.s |
 FE2663| FE2673 OSCEOLA TANK                        APPROX. 2.6 KM 0254422.7 |
 FE2663| FE2658 45/4                                APPROX. 0.8 KM 0892955.8 |
 FE2663| CG3947 DRIVER RM 1                          32.500 METERS 26944     |
 FE2663| CG3948 DRIVER RM 2                         197.600 METERS 35039     |
 FE2663|---------------------------------------------------------------------|
 FE2663
 FE2663                          SUPERSEDED SURVEY CONTROL
 FE2663
 FE2663  NAD 83(1997)-  35 41 02.61076(N)    089 58 53.22237(W) AD(       ) 1
 FE2663  NAD 83(1986)-  35 41 02.62230(N)    089 58 53.22365(W) AD(       ) 1
 FE2663  NAD 27      -  35 41 02.33900(N)    089 58 52.90830(W) AD(       ) 1
 FE2663
 FE2663.Superseded values are not recommended for survey control.
 FE2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2663.See file dsdata.txt to determine how the superseded data were derived.
 FE2663
 FE2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3018253004(NAD 83)
 FE2663_MARKER: DS = TRIANGULATION STATION DISK
 FE2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2663
 FE2663  HISTORY     - Date     Condition        Report By
 FE2663  HISTORY     - 1929     MONUMENTED       CGS
 FE2663  HISTORY     - 1935     GOOD             CGS
 FE2663
 FE2663                          STATION DESCRIPTION
 FE2663
 FE2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FE2663'ABOUT 2 MILES SOUTHWEST OF OSCEOLA, 62.5 FEET EAST OF U.S. ROUTE 61,
 FE2663'ABOUT 1 MILE SOUTH OF POINT WHERE THIS HIGHWAY TURNS SOUTH AFTER
 FE2663'PASSING THROUGH OSCEOLA, AND ABOUT 60 FEET SOUTH OF TWO-STORY FRAME
 FE2663'HOUSE ON EAST SIDE OF THE HIGHWAY.  SURFACE AND UNDERGROUND
 FE2663'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2663'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2663'NO. 1 IS ON WEST SIDE OF ROUTE 61 AND 32.6 METERS (107 FEET)
 FE2663'FROM STATION S 89 DEG 44 MIN W.  NO. 2 IS ON WEST SIDE
 FE2663'OF ROUTE 61, 50 FEET NORTHEAST OF FRAME HOUSE, AND 197.7 METERS (649
 FE2663'FEET) FROM STATION N 90 DEG 20 MIN W. STATION B.M.
 FE2663'45/4 (M.R.C.) (SEE DESCRIPTION THEREOF) IS 798.29 METERS
 FE2663'(2,619.1 FEET) FROM STATION N 30 MIN E.
 FE2663
 FE2663                          STATION RECOVERY (1935)
 FE2663
 FE2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FE2663'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 FE2663'CONDITION.  ORIGINAL DESCRIPTION STILL HOLDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2664 ***********************************************************************
 FE2664  DESIGNATION -  DRIVER 2
 FE2664  PID         -  FE2664
 FE2664  STATE/COUNTY-  AR/MISSISSIPPI
 FE2664  USGS QUAD   -  OSCEOLA (1983)
 FE2664
 FE2664                         *CURRENT SURVEY CONTROL
 FE2664  ___________________________________________________________________
 FE2664* NAD 83(1997)-  35 41 01.25952(N)    089 58 54.44521(W)     ADJUSTED  
 FE2664* NAVD 88     -        73.1    (meters)     240.     (feet)  VERTCON   
 FE2664  ___________________________________________________________________
 FE2664  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 FE2664  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2664
 FE2664  HORZ ORDER  -  SECOND
 FE2664
 FE2664.The horizontal coordinates were established by classical geodetic methods
 FE2664.and adjusted by the National Geodetic Survey in September 1999..
 FE2664
 FE2664.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2664
 FE2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2664
 FE2664.The geoid height was determined by GEOID03.
 FE2664
 FE2664;                    North         East     Units Scale Factor Converg.
 FE2664;SPC AR N     -   151,682.317   582,668.908   MT  0.99993744   +1 10 27.8
 FE2664;SPC AR N     -   497,644.40  1,911,639.58   sFT  0.99993744   +1 10 27.8
 FE2664;SPC TN       -   157,150.910   239,675.678   MT  0.99995183   -2 19 52.0
 FE2664;SPC TN       -   515,585.94    786,335.95   sFT  0.99995183   -2 19 52.0
 FE2664;UTM  16      - 3,952,963.258   230,149.989   MT  1.00049743   -1 44 25.3
 FE2664;UTM  15      - 3,953,064.045   773,146.911   MT  1.00051949   +1 45 41.9
 FE2664
 FE2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2664!SPC AR N     -   0.99999286  x   0.99993744  =   0.99993030
 FE2664!SPC TN       -   0.99999286  x   0.99995183  =   0.99994469
 FE2664!UTM  16      -   0.99999286  x   1.00049743  =   1.00049029
 FE2664!UTM  15      -   0.99999286  x   1.00051949  =   1.00051235
 FE2664
 FE2664:                Primary Azimuth Mark                     Grid Az
 FE2664:SPC AR N     -  DRIVER 2 AZ MK                           000 39 57.4
 FE2664:SPC TN       -  DRIVER 2 AZ MK                           004 10 17.2
 FE2664:UTM  16      -  DRIVER 2 AZ MK                           003 34 50.5
 FE2664:UTM  15      -  DRIVER 2 AZ MK                           000 04 43.3
 FE2664
 FE2664|---------------------------------------------------------------------|
 FE2664| PID    Reference Object                     Distance      Geod. Az  |
 FE2664|                                                           dddmmss.s |
 FE2664| CG3949 DRIVER 2 AZ MK                                     0015025.2 |
 FE2664| FE2681 DRIVER 2 AZ MK 2                    348.430 METERS 00340     |
 FE2664| FE2672 OSCEOLA MUNICIPAL TANK              APPROX. 2.7 KM 0255651.1 |
 FE2664| FE2666 OSCEOLA COUNTY CTHSE DOME           APPROX. 2.4 KM 0270122.2 |
 FE2664| FE2669 OSCEOLA PRODUCTS CO TANK            APPROX. 3.3 KM 0300249.9 |
 FE2664| FE2667 OSCEOLA FED COMP WHSE W TANK        APPROX. 1.6 KM 0314944.7 |
 FE2664| FE2685 OSCEOLA FED COMP WHSE E TANK        APPROX. 1.8 KM 0382825.5 |
 FE2664| FE2680 OSCEOLA AMERICAN GREETING TANK      APPROX. 0.7 KM 0584958.7 |
 FE2664| FE2668 OSCEOLA COMPTON TANK                APPROX. 1.1 KM 0770937.7 |
 FE2664| CG3950 DRIVER 2 RM 3                        23.680 METERS 08131     |
 FE2664| CG3952 DRIVER 2 RM 5                         4.166 METERS 08740     |
 FE2664| CG3951 DRIVER 2 RM 4                        61.792 METERS 17846     |
 FE2664| FE2665 GRIDER RAD STA KOSE MAST            APPROX. 5.9 KM 1812358.5 |
 FE2664| FF1909 WILSON MUNICIPAL TANK               APPROX.14.2 KM 2002813.1 |
 FE2664| FF1906 WILSON CRAIN COTTON GIN TANK        APPROX.12.2 KM 2022814.2 |
 FE2664| FF1905 EVADALE WILSON COMP STORAGE TK      APPROX.17.9 KM 2143628.2 |
 FE2664| FF1900 KEISER MUNICIPAL TANK               APPROX.10.5 KM 2651637.3 |
 FE2664| FE2682 OSCEOLA W MUNICIPAL TANK            APPROX. 1.7 KM 3581158.5 |
 FE2664|---------------------------------------------------------------------|
 FE2664
 FE2664                          SUPERSEDED SURVEY CONTROL
 FE2664
 FE2664  NAD 83(1997)-  35 41 01.25982(N)    089 58 54.44501(W) AD(       ) 2
 FE2664  NAD 83(1986)-  35 41 01.27053(N)    089 58 54.44303(W) AD(       ) 2
 FE2664  NAD 27      -  35 41 00.99179(N)    089 58 54.12380(W) AD(       ) 2
 FE2664  NGVD 29 (07/19/86)   73.1    (m)          240.     (f) VERT ANG       
 FE2664
 FE2664.Superseded values are not recommended for survey control.
 FE2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2664.See file dsdata.txt to determine how the superseded data were derived.
 FE2664
 FE2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3015052963(NAD 83)
 FE2664_MARKER: DS = TRIANGULATION STATION DISK
 FE2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2664
 FE2664  HISTORY     - Date     Condition        Report By
 FE2664  HISTORY     - 1954     MONUMENTED       CGS
 FE2664  HISTORY     - 1970     GOOD             NGS
 FE2664  HISTORY     - 1979     GOOD             NGS
 FE2664
 FE2664                          STATION DESCRIPTION
 FE2664
 FE2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2664'THE STATION IS 3 MILES NORTH OF GRIDER, 2 MILES SOUTH-SOUTHWEST OF
 FE2664'OSCEOLA, 45 FEET NORTH-NORTHEAST OF A 36 INCH OAK TREE, AND 39
 FE2664'FEET WEST OF THE CENTER-LINE OF U.S. HIGHWAY 61.
 FE2664'
 FE2664'THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED DRIVER 2
 FE2664'1954.
 FE2664'
 FE2664'TO REACH THE STATION FROM THE COURTHOUSE IN OSCEOLA, GO SOUTH AND
 FE2664'THEN WEST ON U.S. HIGHWAY 61 FOR 1.0 MILE TO A SHARP CURVE WHERE
 FE2664'THE HIGHWAY TURNS LEFT AND SOUTH, TURN LEFT AND GO SOUTH ON THE
 FE2664'HIGHWAY FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH
 FE2664'ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE2664'
 FE2664'REFERENCE MARK NO. 3 IS 2 FEET SOUTH OF A POWER-LINE POLE.  THE MARK
 FE2664'PROJECTS 3 INCHES AND THE DISK IS STAMPED DRIVER 2 NO 3 1954.
 FE2664'
 FE2664'REFERENCE MARK NO. 4 IS 30 FEET NORTH OF A POWER-LINE POLE AND 33
 FE2664'FEET WEST OF THE CENTER-LINE OF THE HIGHWAY.  THE MARK PROJECTS 4
 FE2664'INCHES AND THE DISK IS STAMPED DRIVER 2 NO 4 1954.
 FE2664'
 FE2664'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY, 3
 FE2664'FEET SOUTH OF A 4 INCH X 4 INCH WITNESS POST AND 1 FOOT
 FE2664'WEST-SOUTHWEST OF A POWER-LINE POLE.  THE MARK PROJECTS 3 INCHES AND
 FE2664'THE DISK IS STAMPED DRIVER 2 1954.
 FE2664'
 FE2664'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FE2664
 FE2664                          STATION RECOVERY (1970)
 FE2664
 FE2664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FE2664'THE STATION MARK AND REFERENCE MARK 4 WERE FOUND IN GOOD CONDITION.
 FE2664'REFERENCE MARK 3 WAS FOUND UPROOTED.  THE AZIMUTH MARK WAS NOT
 FE2664'FOUND AND IS ASSUMED DESTROYED.  A NEW AZIMUTH MARK AND REFERENCE
 FE2664'MARK 5 WERE SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 FE2664'4 CHECKED.  THE DIRECTION TO ALL AZIMUTH OBJECTS CHECKED EXCEPT TO
 FE2664'THE EAST COMPRESS WATER TANK.  A NEW DESCRIPTION FOLLOWS.
 FE2664'
 FE2664'THE STATION IS LOCATED IN THE EAST EDGE OF A CULTIVATED FIELD, 48
 FE2664'FEET NORTH NORTHEAST OF A 36 INCH OAK TREE, 40 FEET WEST OF THE
 FE2664'CENTERLINE OF U.S. HIGHWAY 61, 14 FEET WEST OF A METAL WITNESS POST,
 FE2664'272 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 144 FEET NORTH
 FE2664'OF A FIRE HYDRANT AND 77 FEET WEST OF A POWER POLE.  THE MONUMENT IS
 FE2664'12 INCHES UNDERGROUND AND THE DISK IS STAMPED DRIVER 2 1954.
 FE2664'
 FE2664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FE2664'HIGHWAY 140 AT THE SOUTHWEST EDGE OF OSCEOLA, GO SOUTH ON HIGHWAY
 FE2664'61 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 FE2664'THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 FE2664'
 FE2664'REFERENCE MARK 4 IS 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 70
 FE2664'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 33 FEET NORTH OF A
 FE2664'POWER POLE, 58 FEET SOUTH OF FIRE HYDRANT AND 1 FOOT SOUTH OF A METAL
 FE2664'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DRIVER
 FE2664'2 NO 4 1954.
 FE2664'
 FE2664'REFERENCE MARK 5 IS 53 FEET NORTHEAST OF THE OAK TREE, 26 FEET WEST
 FE2664'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE WITNESS POST
 FE2664'AND 63 FEET WEST OF THE POWER POLE.  THE MONUMENT IS FLUSH AND THE
 FE2664'DISK IS STAMPED DRIVER 2 1954 NO 5 1970.
 FE2664'
 FE2664'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRIVER 2 1954 1970 SET IN
 FE2664'A DRILL HOLE IN THE TOP AND EAST END OF A CONCRETE HEADWALL, 39 FEET
 FE2664'SOUTH OF A POWER POLE, 9 FEET SOUTH OF CENTERLINE OF FIELD ENTRANCE,
 FE2664'37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 6 INCHES WEST OF
 FE2664'THE EAST END OF THE HEADWALL.
 FE2664'
 FE2664'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FE2664'
 FE2664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2 MILES
 FE2664'SOUTHWEST OF OSCEOLA
 FE2664
 FE2664                          STATION RECOVERY (1979)
 FE2664
 FE2664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2664'THE STATION MARK, REFERENCE MARKS 4 AND 5 AND THE AZIMUTH MARK
 FE2664'WERE RECOVERED IN GOOD CONDITION.  HOWEVER THE DISTANCE TO
 FE2664'REFERENCE MARK 4 WAS NOTED TO BE 0.07 FOOT SHORTER AND 0.021
 FE2664'METER SHORTER.  THE DISTANCE TO REFERENCE MARK 5 COMPARED
 FE2664'FAVORABLY, ALSO THE DISTANCE BETWEEN THE REFERENCE MARKS COMPARED
 FE2664'FAVORABLY TO THE 1970 DATA.
 FE2664'
 FE2664'THE STATION IS LOCATED ABOUT 2.4 KILOMETERES (1.5 MI.) SOUTHWESST
 FE2664'FROM THE OSCEOLA COUNTY COURTHOUSE IN DOWNTOWN OSCEOLA AND AT THE
 FE2664'JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 325.
 FE2664'
 FE2664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FE2664'STATE HIGHWAY 140 IN SOUTHWEST OSCEOLA GO SOUTH ON U.S. HIGHWAY
 FE2664'61 FOR 0.75 MILE (1.2 KM) TO THE AZIMUTH MARK ON THE
 FE2664'LEFT.  CONTINUE AHEAD, SOUTH, FOR 0.2 MILE (0.32 KM) TO THE
 FE2664'STATION ON THE RIGHT.
 FE2664'
 FE2664'THE STATION IS A STANDARD CGS DISK
 FE2664'STAMPED---DRIVER 2 1954---,
 FE2664'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2664'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 FE2664'83.4 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 325,
 FE2664'14.45 METERS NORTH-NORTHEAST FROM A 3 FOOT DIAMETER PECAN TREE AND
 FE2664'12.5 METERS WEST FROM THE CENTER OF U.S. HIGHWAY 61.
 FE2664'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 FE2664'STAMPED---DRIVER 2 1954---,
 FE2664'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 FE2664'
 FE2664'REFERENCE MARK NUMBER 04 IS A STANDARD CGS DISK
 FE2664'STAMPED---DRIVER 2 NO 4 1954---,
 FE2664'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2664'10 CM BELOW THE GROUND.  IT IS LOCATED
 FE2664'47 METERS SOUTH FROM A 3 FOOT DIAMETER PECAN TREE.
 FE2664'21.5 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 325,
 FE2664'11.3 METERS WEST FROM THE CENTER OF U.S. HIGHWAY 61 AND
 FE2664'0.26 METER SOUTHEAST FROM THE METAL WITNESS POST.
 FE2664'MARK IS LEVEL WITH STATION.
 FE2664'
 FE2664'REFERENCE MARK NUMBER 05 IS A STANDARD CGS DISK
 FE2664'STAMPED---DRIVER 2 NO 5 1954 1970---,
 FE2664'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2664'RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED
 FE2664'83.5 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 325,
 FE2664'15.9 METERS NORTHEAST FROM  A 3 FOOT DIAMETER PECAN TREE AND
 FE2664'8.3 METERS WEST FROM THE CENTER OF U.S. HIGHHWAY 61.
 FE2664'MARK IS ABOVE STATION 0.3 METER.
 FE2664'
 FE2664'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 FE2664'STAMPED---DRIVER 2 1954 1970---,
 FE2664'SET INTO THE TOP OF A SMALL CONCRETE HEAD WALL WITH WING WALLS.
 FE2664'IT IS LOCATED
 FE2664'11.3 METERS EAST FROM THE CENTER OF U.S. HIGHWAY 61.
 FE2664'2.8 METERS SOUTH FROM THE CENTER OF THE ENTRANCE TO THE FIELDS.
 FE2664'1.05 METERS EAST FROM THE WEST END OF THE CONCRETE HEADWALL.
 FE2664'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON U.S.
 FE2664'HIGHWAY 61 FOR 0.2 MILE (0.32 KM) TO THE AZIMUTH MARK ON THE
 FE2664'RIGHT.
 FE2664'
 FE2664'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.70 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2681 ***********************************************************************
 FE2681  DESIGNATION -  DRIVER 2 AZ MK 2
 FE2681  PID         -  FE2681
 FE2681  STATE/COUNTY-  AR/MISSISSIPPI
 FE2681  USGS QUAD   -  OSCEOLA (1983)
 FE2681
 FE2681                         *CURRENT SURVEY CONTROL
 FE2681  ___________________________________________________________________
 FE2681* NAD 83(1997)-  35 41 12.54150(N)    089 58 53.55759(W)     ADJUSTED  
 FE2681* NAVD 88     -        74.2    (meters)     243.     (feet)  VERTCON   
 FE2681  ___________________________________________________________________
 FE2681  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 FE2681  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2681
 FE2681  HORZ ORDER  -  SECOND
 FE2681
 FE2681.The horizontal coordinates were established by classical geodetic methods
 FE2681.and adjusted by the National Geodetic Survey in September 1999..
 FE2681
 FE2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2681
 FE2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2681
 FE2681.The geoid height was determined by GEOID03.
 FE2681
 FE2681;                    North         East     Units Scale Factor Converg.
 FE2681;SPC AR N     -   152,030.394   582,684.094   MT  0.99993753   +1 10 28.3
 FE2681;SPC AR N     -   498,786.38  1,911,689.40   sFT  0.99993753   +1 10 28.3
 FE2681;SPC TN       -   157,497.412   239,712.119   MT  0.99995169   -2 19 51.4
 FE2681;SPC TN       -   516,722.76    786,455.51   sFT  0.99995169   -2 19 51.4
 FE2681;UTM  16      - 3,953,310.307   230,182.874   MT  1.00049721   -1 44 25.2
 FE2681;UTM  15      - 3,953,412.462   773,158.535   MT  1.00051957   +1 45 42.9
 FE2681
 FE2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2681!SPC AR N     -   0.99999269  x   0.99993753  =   0.99993022
 FE2681!SPC TN       -   0.99999269  x   0.99995169  =   0.99994438
 FE2681!UTM  16      -   0.99999269  x   1.00049721  =   1.00048990
 FE2681!UTM  15      -   0.99999269  x   1.00051957  =   1.00051226
 FE2681
 FE2681                          SUPERSEDED SURVEY CONTROL
 FE2681
 FE2681  NAD 83(1997)-  35 41 12.54180(N)    089 58 53.55739(W) AD(       ) 2
 FE2681  NAD 83(1986)-  35 41 12.55250(N)    089 58 53.55541(W) AD(       ) 2
 FE2681  NAD 27      -  35 41 12.27401(N)    089 58 53.23622(W) AD(       ) 2
 FE2681  NGVD 29 (07/19/86)   74.2    (m)          243.     (f) VERT ANG       
 FE2681
 FE2681.Superseded values are not recommended for survey control.
 FE2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2681.See file dsdata.txt to determine how the superseded data were derived.
 FE2681
 FE2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3018353310(NAD 83)
 FE2681_MARKER: DZ = AZIMUTH MARK DISK
 FE2681_SETTING: 0 = UNSPECIFIED SETTING
 FE2681_STAMPING: DRIVER 2 AZ MK 2 1954 1979
 FE2681_MARK LOGO: NGS   
 FE2681_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2681+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 FE2681
 FE2681  HISTORY     - Date     Condition        Report By
 FE2681  HISTORY     - 1979     MONUMENTED       NGS
 FE2681  HISTORY     - 20000926 GOOD             USE
 FE2681
 FE2681                          STATION DESCRIPTION
 FE2681
 FE2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2681'THE STATION IS LOCATED ABOUT 2 KILOMETERES (1-1/4 MI.)
 FE2681'SOUTHWEST OF THE COUNTY COURTHOUSE BUILDING IN DOWNTOWN
 FE2681'OSCEOLA, 1.2 KILOMETERES (3/4 MI.) SOUTH OF STATE HIGHWAY 140
 FE2681'AND IN THE RIGHT-OF-WAY FOR U.S. HIGHWAY 61.
 FE2681'
 FE2681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FE2681'STATE HIGHWAY 140 IN SOUTHWEST OSCEOLA, GO SOUTH ON U.S. HIGHWAY
 FE2681'61 FOR 0.75 MILE (1.2 KM.)TO THE STATION ON THE LEFT.
 FE2681'
 FE2681'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FE2681'STAMPED---DRIVER 2 1954 1970---,
 FE2681'SET INTO THE TOP OF A SMALL CONCRETE HEADWALL WITH WING WALLS.
 FE2681'IT IS LOCATED
 FE2681'11.3 METERS EAST FROM THE CENTER OF U.S. HIGHWAY 61,
 FE2681'2.8 METERS SOUTH FROM THE CENTER OF THE ENTRANCE TO THE FIELDS,
 FE2681'AND
 FE2681'1.05 METERS EAST FROM THE WEST END OF THE CONCRETE HEADWALL.
 FE2681'
 FE2681'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.76 METER.
 FE2681
 FE2681                          STATION RECOVERY (2000)
 FE2681
 FE2681'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE2681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2133 ***********************************************************************
 FF2133  DESIGNATION -  DRYDEN
 FF2133  PID         -  FF2133
 FF2133  STATE/COUNTY-  AR/CRAIGHEAD
 FF2133  USGS QUAD   -  CASH (1980)
 FF2133
 FF2133                         *CURRENT SURVEY CONTROL
 FF2133  ___________________________________________________________________
 FF2133* NAD 83(1997)-  35 50 40.15385(N)    090 53 54.71541(W)     ADJUSTED  
 FF2133* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 FF2133  ___________________________________________________________________
 FF2133  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FF2133  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF2133
 FF2133  HORZ ORDER  -  THIRD
 FF2133
 FF2133.The horizontal coordinates were established by classical geodetic methods
 FF2133.and adjusted by the National Geodetic Survey in September 1999..
 FF2133
 FF2133.The orthometric height was scaled from a topographic map.
 FF2133
 FF2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2133
 FF2133.The geoid height was determined by GEOID03.
 FF2133
 FF2133;                    North         East     Units Scale Factor Converg.
 FF2133;SPC AR N     -   168,207.598   499,499.601   MT  0.99994622   +0 38 27.4
 FF2133;SPC AR N     -   551,861.09  1,638,774.94   sFT  0.99994622   +0 38 27.4
 FF2133;UTM  15      - 3,968,738.657   689,784.950   MT  1.00004385   +1 13 51.5
 FF2133
 FF2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2133!SPC AR N     -   0.99999258  x   0.99994622  =   0.99993880
 FF2133!UTM  15      -   0.99999258  x   1.00004385  =   1.00003643
 FF2133
 FF2133|---------------------------------------------------------------------|
 FF2133| PID    Reference Object                     Distance      Geod. Az  |
 FF2133|                                                           dddmmss.s |
 FF2133| CI4332 DRYDEN RM 1                          32.101 METERS 02129     |
 FF2133| FF0883 P 246                                              19217     |
 FF2133| CI4331 DRYDEN AZ MK                                       2723643.2 |
 FF2133| FF2132 M 9 2                                39.233 METERS 28514     |
 FF2133|---------------------------------------------------------------------|
 FF2133
 FF2133                          SUPERSEDED SURVEY CONTROL
 FF2133
 FF2133  NAD 83(1997)-  35 50 40.16112(N)    090 53 54.71399(W) AD(       ) 3
 FF2133  NAD 83(1986)-  35 50 40.16530(N)    090 53 54.71559(W) AD(       ) 3
 FF2133  NAD 27      -  35 50 39.89600(N)    090 53 54.29000(W) AD(       ) 3
 FF2133
 FF2133.Superseded values are not recommended for survey control.
 FF2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2133.See file dsdata.txt to determine how the superseded data were derived.
 FF2133
 FF2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8978568739(NAD 83)
 FF2133_MARKER: DS = TRIANGULATION STATION DISK
 FF2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2133_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2133+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 FF2133
 FF2133  HISTORY     - Date     Condition        Report By
 FF2133  HISTORY     - 1954     MONUMENTED       CGS
 FF2133  HISTORY     - 1959     GOOD             USE
 FF2133  HISTORY     - 20020826 GOOD             USACE
 FF2133
 FF2133                          STATION DESCRIPTION
 FF2133
 FF2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2133'THE STATION IS 11 MILES WEST OF JONESBORO, 5 MILES NORTHEAST
 FF2133'OF CASH, 0.1 MILE EAST OF THE THREE WAY INN AND ALONG THE
 FF2133'RIGHT-OF-WAY OF STATE HIGHWAY 18.  THE MARK IS 63 FEET SOUTH
 FF2133'OF THE CENTER OF THE ROAD, 69 FEET NORTHEAST OF THE NORTHEAST
 FF2133'CORNER OF AN OLD HOUSE AND 7 FEET NORTHWEST OF A 4 BY 4 INCH
 FF2133'WHITE WITNESS POST.
 FF2133'
 FF2133'TO REACH THE STATION FROM THE POST OFFICE IN CASH, FOLLOW
 FF2133'STATE HIGHWAY 18 NORTHEASTERLY FOR 4.5 MILES TO A T-ROAD
 FF2133'JUNCTION WITH STATE HIGHWAY 91, TURN RIGHT AND GO EAST 0.1 MILE
 FF2133'TO THE STATION.
 FF2133'
 FF2133'THE STATION MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 FF2133'DRYDEN 1954.
 FF2133'
 FF2133'REFERENCE MARK 1 IS 27 FEET NORTH OF CENTER OF THE ROAD, 10 FEET
 FF2133'WEST OF A LOCUST TREE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 FF2133'DISK IS STAMPED DRYDEN NO 1 1954.
 FF2133'
 FF2133'AZIMUTH MARK IS ABOUT 100 YARDS WEST OF A BRIDGE, 60 FEET SOUTH
 FF2133'OF CENTER OF THE ROAD, 32 FEET NORTH OF A POWER LINE POLE, 3
 FF2133'FEET SOUTH OF A 4 BY 4 INCH WHITE WITNESS POST.  THE MARK
 FF2133'PROJECTS 6 INCHES AND THE DISK IS STAMPED DRYDEN 1954.  TO REACH
 FF2133'THE AZIMUTH MARK FROM THE STATION GO WEST 0.3 MILE TO THE MARK
 FF2133'ON THE SOUTH SIDE OF THE ROAD.
 FF2133'
 FF2133'THE U.S. ENGINEERS MARK M-9-2 IS 36 FEET SOUTH OF CENTER OF
 FF2133'THE HIGHWAY, 15 FEET WEST OF FENCE CORNER.  THE MARK PROJECTS
 FF2133'ABOUT 10 INCHES AND IT IS ONE OF THEIR BRONZE DISK SET IN THE
 FF2133'TOP OF AN 8 INCH CONCRETE POST AND THE DISK IS STAMPED M-9-2.
 FF2133'
 FF2133'B.M. P 246 ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 18
 FF2133'FROM THE POST OFFICE IN CASH, ABOUT 0.5 MILE SOUTH OF THE
 FF2133'JUNCTION WITH STATE HIGHWAY 91, IN A CONCRETE CULVERT, ON THE
 FF2133'TOP OF THE WEST WINGWALL AND 4.5 FEET SOUTH OF ITS NORTH END.
 FF2133'IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK,
 FF2133'STAMPED P 246 1938.  TO REACH FROM THE STATION GO WEST 0.1 MILE,
 FF2133'THENCE SOUTH FOR 0.6 MILE TO THE CONCRETE CULVERT.
 FF2133'
 FF2133'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF2133
 FF2133                          STATION RECOVERY (1959)
 FF2133
 FF2133'RECOVERY NOTE BY US ENGINEERS 1959
 FF2133'REFERENCE MARK 1 WAS FOUND OUT OF GROUND ON DITCH BANK ALONG HWY
 FF2133'18.
 FF2133
 FF2133                          STATION RECOVERY (2002)
 FF2133
 FF2133'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2133'THE STATION IS  31 FT SE OF CARSONITE WITNESS POST, 32.5 FT W OF 12 IN
 FF2133'MAGNOLIA TREE, 63 FT S OF CENTERLINE OF HWY 18, 51 FT E OF OLD
 FF2133'ENTRANCE TO HOUSE THAT NO LONGER EXISTS.
 FF2133'AREA IS NOW PART OF CULTIVATED FIELD PLOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0857 ***********************************************************************
 EK0857  DESIGNATION -  DUCKETT
 EK0857  PID         -  EK0857
 EK0857  STATE/COUNTY-  AR/HOWARD
 EK0857  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0857
 EK0857                         *CURRENT SURVEY CONTROL
 EK0857  ___________________________________________________________________
 EK0857* NAD 83(1997)-  34 17 33.74562(N)    094 14 42.30288(W)     ADJUSTED  
 EK0857* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 EK0857  ___________________________________________________________________
 EK0857  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 EK0857  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EK0857
 EK0857  HORZ ORDER  -  SECOND
 EK0857
 EK0857.The horizontal coordinates were established by classical geodetic methods
 EK0857.and adjusted by the National Geodetic Survey in September 1999..
 EK0857
 EK0857.The orthometric height was scaled from a topographic map.
 EK0857
 EK0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0857
 EK0857.The geoid height was determined by GEOID03.
 EK0857
 EK0857;                    North         East     Units Scale Factor Converg.
 EK0857;SPC AR S     -   582,615.074   193,333.834   MT  0.99992859   -1 15 23.6
 EK0857;SPC AR S     - 1,911,462.96    634,296.09   sFT  0.99992859   -1 15 23.6
 EK0857;UTM  15      - 3,795,313.089   385,411.741   MT  0.99976185   -0 42 05.7
 EK0857
 EK0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0857!SPC AR S     -   0.99995661  x   0.99992859  =   0.99988521
 EK0857!UTM  15      -   0.99995661  x   0.99976185  =   0.99971847
 EK0857
 EK0857|---------------------------------------------------------------------|
 EK0857| PID    Reference Object                     Distance      Geod. Az  |
 EK0857|                                                           dddmmss.s |
 EK0857| CX5749 DUCKETT RM 1                         27.040 METERS 06343     |
 EK0857| EK0222 Z 131                                97.897 METERS 09340     |
 EK0857| CX5748 DUCKETT AZ MK                                      1331909.9 |
 EK0857| EK0872 GILLHAM LOOKOUT TOWER               APPROX.14.2 KM 2054825.6 |
 EK0857| EK0891 WHISKEY MTN LOOKOUT TOWER           APPROX.16.9 KM 2903443.5 |
 EK0857| CX5750 DUCKETT RM 2                         36.103 METERS 30231     |
 EK0857|---------------------------------------------------------------------|
 EK0857
 EK0857                          SUPERSEDED SURVEY CONTROL
 EK0857
 EK0857  NAD 83(1997)-  34 17 33.74955(N)    094 14 42.30272(W) AD(       ) 2
 EK0857  NAD 83(1986)-  34 17 33.75356(N)    094 14 42.29881(W) AD(       ) 2
 EK0857  NAD 27      -  34 17 33.35200(N)    094 14 41.55700(W) AD(       ) 2
 EK0857
 EK0857.Superseded values are not recommended for survey control.
 EK0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0857.See file dsdata.txt to determine how the superseded data were derived.
 EK0857
 EK0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8541295313(NAD 83)
 EK0857_MARKER: DS = TRIANGULATION STATION DISK
 EK0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0857
 EK0857  HISTORY     - Date     Condition        Report By
 EK0857  HISTORY     - 1952     MONUMENTED       CGS
 EK0857  HISTORY     - 1961     GOOD             CGS
 EK0857
 EK0857                          STATION DESCRIPTION
 EK0857
 EK0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0857'THE STATION IS LOCATED ABOUT 5 MILES EAST OF WICKES, IN
 EK0857'THE NORTHWEST CORNER OF MR. DUCKETTS BARN YARD.  IT IS 68
 EK0857'FEET WEST OF THE NORTHWEST CORNER OF THE BARN, 29 FEET SOUTH OF
 EK0857'THE CENTERLINE OF A GRAVELED ROAD, 12 FEET WEST OF THE NORTHWEST
 EK0857'CORNER OF BARN LOT AND 4.5 FEET SOUTH OF A WITNESS POST.  THE
 EK0857'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DUCKETT 1952.
 EK0857'
 EK0857'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTERLINE OF THE
 EK0857'ROAD AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 EK0857'PROJECTS 4 INCHES AND THE DISK IS STAMPED DUCKETT NO 1 1952.
 EK0857'
 EK0857'REFERENCE MARK NO. 2 IS IN THE RIGHT-OF-WAY FENCE AND 17
 EK0857'FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 EK0857'6 INCHES AND THE DISK IS STAMPED DUCKETT NO 2 1952.
 EK0857'
 EK0857'AZIMUTH MARK IS 42 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 EK0857'6 FEET WEST OF THE WEST YARD FENCE, 6 FEET WEST OF THE NORTHEAST
 EK0857'CORNER OF A SMALL BUILDING AND 2 FEET NORTH OF THE SMALL
 EK0857'BUILDING.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 EK0857'DUCKETT 1952.
 EK0857'
 EK0857'BENCH MARK Z-131 IS 32.5 FEET SOUTH OF THE SOUTHWEST CORNER OF
 EK0857'MR. DUCKETTS HOUSE AND 26 FEET NORTH OF THE CENTERLINE OF
 EK0857'THE ROAD.  THE MARK IS A STANDARD USC AND GS BENCH MARK DISK
 EK0857'SET IN A 6 X 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 EK0857'INCHES AND THE DISK IS STAMPED Z 131 1935.
 EK0857'
 EK0857'A TRAVERSE CONNECTION WAS MADE FROM STATION DUCKETT TO Z 131.
 EK0857'THE DISTANCE IS AS SHOWN ABOVE.
 EK0857'
 EK0857'TO REACH FROM THE RAILROAD STATION IN WICKES, GO NORTH ON
 EK0857'US HIGHWAY 71 FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 EK0857'(EASTERLY) ON GRAVELED ROAD FOR 3.4 MILES TO THE PLEASANT
 EK0857'HILL SCHOOL ON THE RIGHT.  CONTINUE EASTERLY FOR 2.0 MILES
 EK0857'TO MR. DUCKETTS BARN ON THE RIGHT AND THE STATION AS DESCRIBED.
 EK0857'
 EK0857'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND
 EK0857'SOUTH FOR 0.25 MILE TO A HOUSE ON THE RIGHT AND THE MARK AS
 EK0857'DESCRIBED.
 EK0857'
 EK0857'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EK0857
 EK0857                          STATION RECOVERY (1961)
 EK0857
 EK0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0857'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0857'CONDITION.
 EK0857'
 EK0857'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM WICKES IS
 EK0857'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0709 ***********************************************************************
 GF0709  DESIGNATION -  DUFF
 GF0709  PID         -  GF0709
 GF0709  STATE/COUNTY-  AR/SEARCY
 GF0709  USGS QUAD   -  ST JOE (1967)
 GF0709
 GF0709                         *CURRENT SURVEY CONTROL
 GF0709  ___________________________________________________________________
 GF0709* NAD 83(1997)-  36 00 04.17850(N)    092 45 55.08020(W)     ADJUSTED  
 GF0709* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 GF0709  ___________________________________________________________________
 GF0709  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GF0709  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0709
 GF0709  HORZ ORDER  -  SECOND
 GF0709
 GF0709.The horizontal coordinates were established by classical geodetic methods
 GF0709.and adjusted by the National Geodetic Survey in September 1999..
 GF0709
 GF0709.The orthometric height was scaled from a topographic map.
 GF0709
 GF0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0709
 GF0709.The geoid height was determined by GEOID03.
 GF0709
 GF0709;                    North         East     Units Scale Factor Converg.
 GF0709;SPC AR N     -   185,302.511   331,002.029   MT  0.99996234   -0 26 43.2
 GF0709;SPC AR N     -   607,946.65  1,085,962.49   sFT  0.99996234   -0 26 43.2
 GF0709;UTM  15      - 3,984,102.657   521,152.656   MT  0.99960551   +0 08 16.6
 GF0709
 GF0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0709!SPC AR N     -   0.99996047  x   0.99996234  =   0.99992282
 GF0709!UTM  15      -   0.99996047  x   0.99960551  =   0.99956600
 GF0709
 GF0709|---------------------------------------------------------------------|
 GF0709| PID    Reference Object                     Distance      Geod. Az  |
 GF0709|                                                           dddmmss.s |
 GF0709| CI0783 DUFF RM 1                            22.085 METERS 00526     |
 GF0709| CI0784 DUFF RM 2                            22.236 METERS 11122     |
 GF0709| CI0782 DUFF AZ MK                                         2941316.5 |
 GF0709|---------------------------------------------------------------------|
 GF0709
 GF0709                          SUPERSEDED SURVEY CONTROL
 GF0709
 GF0709  NAD 83(1986)-  36 00 04.18950(N)    092 45 55.08127(W) AD(       ) 2
 GF0709  NAD 27      -  36 00 03.92100(N)    092 45 54.48300(W) AD(       ) 2
 GF0709
 GF0709.Superseded values are not recommended for survey control.
 GF0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0709.See file dsdata.txt to determine how the superseded data were derived.
 GF0709
 GF0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2115384103(NAD 83)
 GF0709_MARKER: DS = TRIANGULATION STATION DISK
 GF0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0709_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0709
 GF0709  HISTORY     - Date     Condition        Report By
 GF0709  HISTORY     - 1953     MONUMENTED       CGS
 GF0709  HISTORY     - 1972     GOOD             NGS
 GF0709
 GF0709                          STATION DESCRIPTION
 GF0709
 GF0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0709'THE STATION IS IN SECTION 26, T 16 N, R 17 W, ON THE RIGHT-OF-WAY
 GF0709'OF U.S. HIGHWAY 65 ABOUT 2-1/2 MILES EAST AND 2 MILES SOUTH OF
 GF0709'SAINT JOE, ABOUT 0.15 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 GF0709'65 AND A GRAVELED ROAD LEADING EAST TO DUFF AND GILBERT, 33
 GF0709'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 27 FEET EAST-NORTHEAST
 GF0709'OF A 30-INCH OAK TREE AND 4.5 FEET NORTH OF A WHITE 4 IN X 4 IN
 GF0709'WITNESS POST.
 GF0709'
 GF0709'TO REACH THE STATION FROM THE RAILROAD STATION IN SAINT JOE,
 GF0709'GO EAST AND SOUTHERLY ON U.S. HIGHWAY 65 FOR 2.75 MILES TO THE
 GF0709'AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE ON THE
 GF0709'HIGHWAY FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 GF0709'
 GF0709'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GF0709'DUFF 1953.
 GF0709'
 GF0709'REFERENCE MARK 1 IS 34 FEET NORTH OF THE CENTER OF THE HIGHWAY
 GF0709'AND 4 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 GF0709'AND THE DISK IS STAMPED DUFF NO 1 1953.
 GF0709'
 GF0709'REFERENCE MARK 2 IS 33 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 GF0709'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DUFF NO 2 1953.
 GF0709'
 GF0709'THE AZIMUTH MARK IS 83 FEET WEST OF A POWERLINE POLE, 30 FEET
 GF0709'NORTH OF THE CENTER OF THE HIGHWAY, 7 FEET SOUTH OF A WIRE FENCE
 GF0709'AND 1 FOOT EAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 GF0709'PROJECTS 4 INCHES AND THE DISK IS STAMPED DUFF 1953.
 GF0709'
 GF0709'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0709
 GF0709                          STATION RECOVERY (1972)
 GF0709
 GF0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0709'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 GF0709'FOUND IN GOOD CONDITION.  THE CONCRETE POST FOR THE AZIMUTH MARK
 GF0709'WAS FOUND WITH THE TOP BROKEN OFF.  A NEW AZIMUTH MARK WAS
 GF0709'ESTABLISHED.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 GF0709'WERE VERIFIED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 GF0709'
 GF0709'THE STATION IS LOCATED ABOUT 2.5 MILES EAST AND 2 MILES SOUTH OF
 GF0709'ST. JOE AND ABOUT 0.15 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 GF0709'65 AND A GRAVELED ROAD LEADING TO GILBERT, IN SECTION 26, T 16 N,
 GF0709'R 17 W, AND ON THE SOUTH RIGHT-OF-WAY OF HIGHWAY 65.
 GF0709'
 GF0709'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOE, GO
 GF0709'SOUTH-EASTERLY ON HIGHWAY 65 FOR 2.7 MILES TO THE AZIMUTH MARK
 GF0709'ON THE LEFT, CONTINUE EASTERLY ON HIGHWAY 65 FOR 0.25 MILE TO THE
 GF0709'STATION ON THE RIGHT AT THE TOP OF THE HILL.
 GF0709'
 GF0709'THE STATION MARK IS A STANDARD DISK STAMPED DUFF 1953, SET IN
 GF0709'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GF0709'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 33.5 FEET
 GF0709'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 65, 30 FEET
 GF0709'EAST-NORTHEAST OF A 36-INCH OAK TREE AND 1.5 FEET NORTHWEST OF A
 GF0709'METAL WITNESS POST.
 GF0709'
 GF0709'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUFF NO 1 1953,
 GF0709'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GF0709'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 126 FEET
 GF0709'WEST-NORTHWEST OF A POWER POLE NUMBERED 27, 36 FEET
 GF0709'NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 65 AND 3.5 FEET
 GF0709'SOUTH-SOUTHWEST OF A FENCE.
 GF0709'
 GF0709'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUFF NO 2 1953,
 GF0709'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GF0709'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 34.5 FEET
 GF0709'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 65, 23 FEET NORTHWEST
 GF0709'OF A 16-INCH OAK TREE AND 1.5 FEET WEST-NORTHWEST OF A METAL
 GF0709'WITNESS POST.
 GF0709'
 GF0709'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUFF 1953 1972, SET
 GF0709'IN THE TOP OF A 16 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GF0709'FLUSH WITH THE GROUND SURFACE.  IT IS 87 FEET WEST OF A POWER
 GF0709'POLE NUMBERED 430, 32.5 FEET NORTH-NORTHEAST OF THE CENTER OF
 GF0709'HIGHWAY 65, 9 FEET SOUTH-SOUTHWEST OF A FENCE AND 3 FEET
 GF0709'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 GF0709'
 GF0709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 GF0709'EAST AND 2 MILES SOUTH OF ST. JOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0701 ***********************************************************************
 GF0701  DESIGNATION -  DUGGIN
 GF0701  PID         -  GF0701
 GF0701  STATE/COUNTY-  AR/MARION
 GF0701  USGS QUAD   -  COTTER NW (1972)
 GF0701
 GF0701                         *CURRENT SURVEY CONTROL
 GF0701  ___________________________________________________________________
 GF0701* NAD 83(1997)-  36 29 51.83513(N)    092 42 33.75701(W)     ADJUSTED  
 GF0701* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 GF0701  ___________________________________________________________________
 GF0701  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GF0701  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GF0701
 GF0701  HORZ ORDER  -  THIRD
 GF0701
 GF0701.The horizontal coordinates were established by classical geodetic methods
 GF0701.and adjusted by the National Geodetic Survey in September 1999..
 GF0701
 GF0701.The orthometric height was scaled from a topographic map.
 GF0701
 GF0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0701
 GF0701.The geoid height was determined by GEOID03.
 GF0701
 GF0701;                    North         East     Units Scale Factor Converg.
 GF0701;SPC AR N     -   240,365.030   336,440.833   MT  1.00006297   -0 24 46.0
 GF0701;SPC AR N     -   788,597.60  1,103,806.30   sFT  1.00006297   -0 24 46.0
 GF0701;SPC MO C     -    73,738.524   481,242.380   MT  0.99993767   -0 07 28.3
 GF0701;UTM  15      - 4,039,195.767   526,027.616   MT  0.99960835   +0 10 22.3
 GF0701
 GF0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0701!SPC AR N     -   0.99996004  x   1.00006297  =   1.00002300
 GF0701!SPC MO C     -   0.99996004  x   0.99993767  =   0.99989771
 GF0701!UTM  15      -   0.99996004  x   0.99960835  =   0.99956840
 GF0701
 GF0701:                Primary Azimuth Mark                     Grid Az
 GF0701:SPC AR N     -  DUGGIN AZ MK                             063 18 14.5
 GF0701:SPC MO C     -  DUGGIN AZ MK                             063 00 56.8
 GF0701:UTM  15      -  DUGGIN AZ MK                             062 43 06.2
 GF0701
 GF0701|---------------------------------------------------------------------|
 GF0701| PID    Reference Object                     Distance      Geod. Az  |
 GF0701|                                                           dddmmss.s |
 GF0701| CI0785 DUGGIN AZ MK                                       0625328.5 |
 GF0701| CI0786 DUGGIN RM 1                          23.997 METERS 18902     |
 GF0701| CI0787 DUGGIN RM 2                          27.572 METERS 27813     |
 GF0701|---------------------------------------------------------------------|
 GF0701
 GF0701                          SUPERSEDED SURVEY CONTROL
 GF0701
 GF0701  NAD 83(1986)-  36 29 51.84514(N)    092 42 33.75824(W) AD(       ) 3
 GF0701  NAD 27      -  36 29 51.61000(N)    092 42 33.15200(W) AD(       ) 3
 GF0701
 GF0701.Superseded values are not recommended for survey control.
 GF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0701.See file dsdata.txt to determine how the superseded data were derived.
 GF0701
 GF0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2602839196(NAD 83)
 GF0701_MARKER: DS = TRIANGULATION STATION DISK
 GF0701_SETTING: 66 = SET IN ROCK OUTCROP
 GF0701
 GF0701  HISTORY     - Date     Condition        Report By
 GF0701  HISTORY     - 1953     MONUMENTED       CGS
 GF0701  HISTORY     - 1965     GOOD             CGS
 GF0701
 GF0701                          STATION DESCRIPTION
 GF0701
 GF0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0701'THE STATION IS IN SECTION 15, T 21 N, R 16 W, ABOUT 6 MILES SOUTH
 GF0701'AND 5.25 MILES WEST OF ISABELLA, 1 MILE SOUTH AND 1 MILE WEST OF THE
 GF0701'DUGGINSVILLE POST OFFICE, 48 FEET SOUTH OF A FLAT ROCK WHICH MARKS
 GF0701'THE ARKANSAS-MISSOURI STATE LINE, 75 FEET NORTHWEST OF THE CENTER
 GF0701'OF A DIRT ROAD, 33 FEET SOUTHEAST OF AN 8-INCH CEDAR TREE AND ON
 GF0701'LAND OWNED BY MR. HENRY I. JONES.
 GF0701'
 GF0701'TO REACH THE STATION FROM THE LUTIE POST OFFICE, A SMALL VILLAGE
 GF0701'ON STATE HIGHWAY 80, GO WEST ON STATE HIGHWAY 80 FOR 2.15 MILES
 GF0701'TO A GRAVELED ROAD ON THE LEFT (COUNTY P) TURN LEFT (SOUTH) AND
 GF0701'FOLLOW COUNTY ROAD P FOR 3.1 MILES TO A REVERSE Y, CONTINUE ON
 GF0701'THE RIGHT ROAD FOR 1.8 MILES TO A Y-JUNCTION, CONTINUE SOUTHERLY
 GF0701'ON THE LEFT ROAD FOR 0.5 MILE TO A NARROW DIRT ROAD ON THE
 GF0701'RIGHT, TURN RIGHT (SOUTHWEST) AND GO FOR 0.3 MILE TO TRIPLE ROAD
 GF0701'FORKS, TAKE EXTREME LEFT FORK AND GO SOUTH FOR 1 MILE TO A SIDE
 GF0701'ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS
 GF0701'DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A
 GF0701'WOODEN GATE, GO THROUGH GATE AND GO FOR 0.05 MILE TO THE STATION
 GF0701'ON THE TOP OF A LOW HILL ON THE RIGHT.
 GF0701'
 GF0701'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 GF0701'IN UNDER-GROUND BEDROCK.  THE DISK IS 7 INCHES BELOW THE SURFACE
 GF0701'OF THE GROUND AND IT IS STAMPED DUGGIN 1953.
 GF0701'
 GF0701'REFERENCE MARK 1 IS 21 FEET NORTHWEST OF THE CENTER OF THE ROAD.
 GF0701'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DUGGIN NO 1
 GF0701'1953.
 GF0701'
 GF0701'REFERENCE MARK 2 IS 30 FEET NORTH-NORTHEAST OF AN 18-INCH CEDER
 GF0701'TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DUGGIN
 GF0701'NO 2 1953.
 GF0701'
 GF0701'THE AZIMUTH MARK IS 25 FEET NORTHWEST OF THE CENTER OF THE ROAD,
 GF0701'5 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT
 GF0701'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK
 GF0701'IS STAMPED DUGGIN 1953.
 GF0701'
 GF0701'THE AZIMUTH AND BOTH REFERENCES MARKS ARE STANDARD DISK SET IN
 GF0701'THE TOP OF 12-INCH CONCRETE POSTS.
 GF0701'
 GF0701'NOTE- NO WITNESS POST WAS SET AT THE STATION.
 GF0701'
 GF0701'STATE HIGHWAY 80 WAS CHANGED TO U.S. HIGHWAY 160 AS OF 1 JANUARY
 GF0701'1954.
 GF0701'
 GF0701'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GF0701
 GF0701                          STATION RECOVERY (1965)
 GF0701
 GF0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0701'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0701'CONDITION.  A METAL WITNESS POST WAS SET 6 FEET SOUTH OF THE
 GF0701'AZIMUTH MARK.
 GF0701'
 GF0701'TO REACH FROM THEODOSIA, FROM THE POST OFFICE, GO WEST ON U.S.
 GF0701'HIGHWAY 160 FOR 2.4 MILES TO JUNCTION WITH COUNTY ROUTE P, TURN
 GF0701'LEFT AND GO SOUTHERLY ON ROUTE P FOR 5.0 MILES TO LAKE ROAD 11
 GF0701'ON THE RIGHT, CONTINUE ON ROUTE P FOR 0.4 MILE TO FORKS AND
 GF0701'LAKE ROAD 13, TAKE RIGHT FORK ON GRAVEL ROAD FOR 0.4 MILE TO
 GF0701'TRIPLE FORKS, TAKE EXTREME LEFT FORK FOR 0.6 MILE TO FORKS, TAKE
 GF0701'RIGHT FORK FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 GF0701'CONTINUE FOR 0.15 MILE TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0751 ***********************************************************************
 EJ0751  DESIGNATION -  DUM
 EJ0751  PID         -  EJ0751
 EJ0751  STATE/COUNTY-  AR/SALINE
 EJ0751  USGS QUAD   -  BENTON (1984)
 EJ0751
 EJ0751                         *CURRENT SURVEY CONTROL
 EJ0751  ___________________________________________________________________
 EJ0751* NAD 83(1986)-  34 34 06.     (N)    092 33 07.     (W)     SCALED    
 EJ0751* NAVD 88     -       111.581  (meters)     366.08   (feet)  ADJUSTED  
 EJ0751  ___________________________________________________________________
 EJ0751  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ0751  DYNAMIC HT  -         111.476 (meters)     365.73  (feet)  COMP
 EJ0751  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 EJ0751
 EJ0751  VERT ORDER  -  FIRST     CLASS II
 EJ0751
 EJ0751.The horizontal coordinates were scaled from a topographic map and have
 EJ0751.an estimated accuracy of +/- 6 seconds.
 EJ0751
 EJ0751.The orthometric height was determined by differential leveling
 EJ0751.and adjusted by the National Geodetic Survey in June 1991..
 EJ0751
 EJ0751.The geoid height was determined by GEOID03.
 EJ0751
 EJ0751.The dynamic height is computed by dividing the NAVD 88
 EJ0751.geopotential number by the normal gravity value computed on the
 EJ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0751.degrees latitude (g = 980.6199 gals.).
 EJ0751
 EJ0751.The modeled gravity was interpolated from observed gravity values.
 EJ0751
 EJ0751;                    North         East    Units  Estimated Accuracy
 EJ0751;SPC AR S     -   611,060.      349,350.      MT  (+/- 180 meters Scaled)
 EJ0751
 EJ0751                          SUPERSEDED SURVEY CONTROL
 EJ0751
 EJ0751  NGVD 29 (??/??/92)  111.610  (m)          366.17   (f) ADJ UNCH    1 2
 EJ0751
 EJ0751.Superseded values are not recommended for survey control.
 EJ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0751.See file dsdata.txt to determine how the superseded data were derived.
 EJ0751
 EJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU411252(NAD 83)
 EJ0751_MARKER: DB = BENCH MARK DISK
 EJ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0751_STAMPING: DUM 1934
 EJ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0751+STABILITY: SURFACE MOTION
 EJ0751
 EJ0751  HISTORY     - Date     Condition        Report By
 EJ0751  HISTORY     - 1934     MONUMENTED       CGS
 EJ0751  HISTORY     - 1935     GOOD             NGS
 EJ0751  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0751  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0751
 EJ0751                          STATION DESCRIPTION
 EJ0751
 EJ0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0751'2.2 MI NE FROM BENTON.
 EJ0751'2.2 MILES NORTHEAST OF, ALONG M.P.RY., FROM STATION ABOUT 425 FEET
 EJ0751'SOUTHWEST OF M.P.366-20.  22.4 FEET SOUTHWEST OF DIRT ROAD CROSSING.
 EJ0751'9.4 FEET NORTHWEST OF NORTHWEST TRACK OF MISSOURI PACIFIC R.R.. TABLET
 EJ0751'SET IN PRECAST CONCRETE POST SET FLUSH WITH LEVEL OF GROUND.
 EJ0751
 EJ0751                          STATION RECOVERY (1973)
 EJ0751
 EJ0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EJ0751'MARK NOT FOUND.
 EJ0751
 EJ0751                          STATION RECOVERY (1998)
 EJ0751
 EJ0751'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0868 ***********************************************************************
 DK0868  DESIGNATION -  DUMAS
 DK0868  PID         -  DK0868
 DK0868  STATE/COUNTY-  AR/DESHA
 DK0868  USGS QUAD   -  DUMAS (1969)
 DK0868
 DK0868                         *CURRENT SURVEY CONTROL
 DK0868  ___________________________________________________________________
 DK0868* NAD 83(1997)-  33 53 01.07685(N)    091 29 10.22354(W)     ADJUSTED  
 DK0868* NAVD 88     -        49.536  (meters)     162.52   (feet)  ADJUSTED  
 DK0868  ___________________________________________________________________
 DK0868  X           -    -137,471.822 (meters)                     COMP
 DK0868  Y           -  -5,298,701.804 (meters)                     COMP
 DK0868  Z           -   3,535,751.410 (meters)                     COMP
 DK0868  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 DK0868  ELLIP HEIGHT-          23.48  (meters)          (09/24/01) GPS OBS
 DK0868  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK0868  DYNAMIC HT  -          49.486 (meters)     162.36  (feet)  COMP
 DK0868  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 DK0868
 DK0868  HORZ ORDER  -  FIRST
 DK0868  VERT ORDER  -  FIRST     CLASS II
 DK0868  ELLP ORDER  -  FOURTH    CLASS II
 DK0868
 DK0868.The horizontal coordinates were established by classical geodetic methods
 DK0868.and adjusted by the National Geodetic Survey in September 1999..
 DK0868
 DK0868.The orthometric height was determined by differential leveling
 DK0868.and adjusted by the National Geodetic Survey in June 1991..
 DK0868.WARNING-Repeat measurements at this control monument indicate possible
 DK0868.vertical movement.
 DK0868
 DK0868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0868
 DK0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0868
 DK0868.The ellipsoidal height was determined by GPS observations
 DK0868.and is referenced to NAD 83.
 DK0868
 DK0868.The geoid height was determined by GEOID03.
 DK0868
 DK0868.The dynamic height is computed by dividing the NAVD 88
 DK0868.geopotential number by the normal gravity value computed on the
 DK0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0868.degrees latitude (g = 980.6199 gals.).
 DK0868
 DK0868.The modeled gravity was interpolated from observed gravity values.
 DK0868
 DK0868;                    North         East     Units Scale Factor Converg.
 DK0868;SPC AR S     -   535,095.466   447,530.499   MT  0.99992191   +0 17 15.3
 DK0868;SPC AR S     - 1,755,559.04  1,468,272.98   sFT  0.99992191   +0 17 15.3
 DK0868;UTM  15      - 3,750,284.710   639,995.178   MT  0.99984161   +0 50 38.8
 DK0868
 DK0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0868!SPC AR S     -   0.99999631  x   0.99992191  =   0.99991822
 DK0868!UTM  15      -   0.99999631  x   0.99984161  =   0.99983792
 DK0868
 DK0868|---------------------------------------------------------------------|
 DK0868| PID    Reference Object                     Distance      Geod. Az  |
 DK0868|                                                           dddmmss.s |
 DK0868| CY5976 DUMAS RM 1                           38.933 METERS 01247     |
 DK0868| DK0867 DUMAS AZ MK                                        0202114.5 |
 DK0868| DK0869 DUMAS RM 2                           40.869 METERS 22033     |
 DK0868|---------------------------------------------------------------------|
 DK0868
 DK0868                          SUPERSEDED SURVEY CONTROL
 DK0868
 DK0868  ELLIP H (09/14/99)   23.51   (m)                       GP(       ) 4 1
 DK0868  NAD 83(1997)-  33 53 01.08595(N)    091 29 10.21798(W) AD(       ) 1
 DK0868  NAD 83(1986)-  33 53 01.08619(N)    091 29 10.21797(W) AD(       ) 1
 DK0868  NAD 27      -  33 53 00.71400(N)    091 29 09.77500(W) AD(       ) 1
 DK0868  NGVD 29 (??/??/??)   49.660  (m)          162.93   (f) ADJUSTED    1 2
 DK0868
 DK0868.Superseded values are not recommended for survey control.
 DK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0868.See file dsdata.txt to determine how the superseded data were derived.
 DK0868
 DK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3999550285(NAD 83)
 DK0868_MARKER: DS = TRIANGULATION STATION DISK
 DK0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0868_SP_SET: CONCRETE POST
 DK0868_STAMPING: DUMAS 1940
 DK0868_MARK LOGO: CGS   
 DK0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0868+STABILITY: SURFACE MOTION
 DK0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0868+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DK0868
 DK0868  HISTORY     - Date     Condition        Report By
 DK0868  HISTORY     - 1940     MONUMENTED       CGS
 DK0868  HISTORY     - 1955     GOOD             CGS
 DK0868  HISTORY     - 1955     GOOD             CGS
 DK0868  HISTORY     - 1964     GOOD             CGS
 DK0868  HISTORY     - 1976     GOOD             NGS
 DK0868  HISTORY     - 1984     GOOD             NGS
 DK0868  HISTORY     - 1988     GOOD             USPSQD
 DK0868  HISTORY     - 1989     GOOD             USPSQD
 DK0868  HISTORY     - 19890601 GOOD             NGS
 DK0868  HISTORY     - 1990     GOOD             USPSQD
 DK0868  HISTORY     - 20040114 MARK NOT FOUND   USACE
 DK0868
 DK0868                          STATION DESCRIPTION
 DK0868
 DK0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK0868'STATION IS LOCATED IN THE SE PART OF DUMAS, AT THE SE CORNER OF THE
 DK0868'GROUNDS OF THE DUMAS HIGH SCHOOL ON THE N SIDE OF ARKANSAS HIGHWAY
 DK0868'54.
 DK0868'
 DK0868'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK0868'BRONZE DISKS SET IN CONCRETE.
 DK0868'
 DK0868'SURFACE MARK PROJECTS 1 INCH AND IS 25.4 FEET W OF A WIRE FENCE, 69
 DK0868'FEET N OF THE CENTER OF ARKANSAS HIGHWAY 54 AND 5.4 FEET W OF A
 DK0868'WHITE REFERENCE POST.  REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS
 DK0868'1 FOOT W OF A WIRE FENCE, 103 FEET S OF THE CORNER OF THE BALL
 DK0868'FIELD FENCE AND ABOUT ON LEVEL WITH STATION.  REFERENCE MARK NO.
 DK0868'2 PROJECTS 10 INCHES AND IS 35 FEET S OF THE CENTER OF ARKANSAS
 DK0868'HIGHWAY 54, 8 FEET NE OF A POWER-LINE POLE AND ABOUT ON LEVEL
 DK0868'WITH STATION.
 DK0868'
 DK0868'AZIMUTH MARK IS SET IN LINE WITH POWER POLES ON THE W SIDE OF
 DK0868'U.S. HIGHWAY 65.  AZIMUTH MARK PROJECTS 4 INCHES AND IS 39.6
 DK0868'FEET W OF THE CENTER OF U.S. HIGHWAY 65, 37 FEET N OF A POWER POLE
 DK0868'THAT HAS A METER BOX ON THE S SIDE AND 5 FEET S OF A WHITE
 DK0868'REFERENCE POST.
 DK0868'
 DK0868'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND ARKANSAS
 DK0868'HIGHWAY 54 AT THE SE CORNER OF DUMAS GO W ON ARKANSAS HIGHWAY 54 FOR
 DK0868'0.15 MILE TO STATION ON THE RIGHT.
 DK0868'
 DK0868'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK0868
 DK0868                          STATION RECOVERY (1955)
 DK0868
 DK0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 DK0868'AT DUMAS, 187 FT. SE OF THE SE CORNER OF THE GYMNASIUM AT THE DUMAS
 DK0868'HIGH SCHOOL, 69 FT. N OF THE CENTERLINE OF STATE HIGHWAY 54, 43 FT.
 DK0868'N OF A TELEPHONE POLE, A TRIANGULATION-STATION DISK, SET IN THE TOP
 DK0868'OF A CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED DUMAS 1940.
 DK0868'
 DK0868'REFERENCE MARK 1 HAS BEEN DESTROYED.  THE POST WAS FOUND LYING ON
 DK0868'TOP OF THE GROUND.  THE DISK WAS RECOVERED.
 DK0868'
 DK0868'REFERENCE MARK 2 IS 134 FT. SW OF THE TRIANGULATION STATION, 35 FT.
 DK0868'S OF THE CENTERLINE OF STATE HIGHWAY 54, 227 FT. S OF THE SE CORNER
 DK0868'OF THE GYMNASIUM AT THE DUMAS HIGH SCHOOL, A REFERENCE-MARK DISK,
 DK0868'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND
 DK0868'STAMPED DUMAS NO 2 1940.
 DK0868'
 DK0868'AZIMUTH MARK IS 0.35 MI. NE OF THE TRIANGULATION STATION, 40 FT. W
 DK0868'OF THE CENTERLINE OF U.S. HIGHWAY 65, 65 FT. N OF THE CENTERLINE OF
 DK0868'A PRIVATE DRIVEWAY, 23 FT. S OF THE CENTERLINE OF A PRIVATE
 DK0868'DRIVEWAY, 35 FT. N OF A POWER POLE, AN AZIMUTH-MARK DISK, SET IN THE
 DK0868'TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE THE GROUND,
 DK0868'AND STAMPED DUMAS 1940.
 DK0868
 DK0868                          STATION RECOVERY (1955)
 DK0868
 DK0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0868'IN DUMAS.
 DK0868'AT DUMAS, 187 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GYMNASIUM
 DK0868'AT THE DUMAS HIGH SCHOOL, 69 FEET NORTH OF THE CENTER LINE OF STATE
 DK0868'HIGHWAY 54, 43 FEET NORTH OF A TELEPHONE POLE, SET IN THE TOP OF A
 DK0868'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DK0868
 DK0868                          STATION RECOVERY (1964)
 DK0868
 DK0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 DK0868'TRIANGULATION STATION, REFERENCE MARK NO. 2, AND AZIMUTH MARKS WERE
 DK0868'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 DK0868'SEARCHED FOR BUT NOT FOUND.
 DK0868
 DK0868                          STATION RECOVERY (1976)
 DK0868
 DK0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0868'RECOVERED IN GOOD CONDITION.
 DK0868
 DK0868                          STATION RECOVERY (1984)
 DK0868
 DK0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0868'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 43 FT. NORTH OF A TELEPHONE
 DK0868'POLE, ADD ABOUT 57.91 METERS (190.0 FT) WEST OF THE CENTER OF ADAMS
 DK0868'STREET.
 DK0868
 DK0868                          STATION RECOVERY (1988)
 DK0868
 DK0868'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK0868'RECOVERED IN GOOD CONDITION.
 DK0868
 DK0868                          STATION RECOVERY (1989)
 DK0868
 DK0868'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK0868'RECOVERED IN GOOD CONDITION.
 DK0868
 DK0868                          STATION RECOVERY (1989)
 DK0868
 DK0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DK0868'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 DK0868'SEARCHED FOR.  STATION IS LOCATED ABOUT 29.2 KM (18.1 MI)  NORTHWEST
 DK0868'OF MCGEHEE, 13.2 KM (8.2 MI) SOUTHEAST OF GOULD, AND 0.4 KM (0.2 MI)
 DK0868'SOUTH OF DUMAS.  AT THE DUMAS JUNIOR HIGH SCHOOL. OWNERSHIP--CITY OF
 DK0868'DUMAS AR.
 DK0868'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 65, 165 AND STATE HIGHWAY
 DK0868'54 IN EAST DUMAS.  GO WEST ON STATE HIGHWAY 54 FOR 0.28 KM (0.17 MI)
 DK0868'TO A GRAVELED DRIVEWAY ON THE RIGHT LEADING NORTH TO THE DUMAS JUNIOR
 DK0868'HI0H SCHOOL GYMNASIUM AND THE STATION ON THE RIGHT.  IN THE CENTER OF
 DK0868'A GRASSY AREA.
 DK0868'STATION IS A STANDARD CGS STATION MARK STAMPED---DUMAS 1940---.  SET
 DK0868'IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 DK0868'GROUND.  IT IS 57.0 M (187.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DK0868'THE DUMAS JUNIOR HIGH SCHOOL GYMNASIUM, 33.8 M (110.9 FT) EAST OF THE
 DK0868'CENTER OF A GRAVELED DRIVEWAY, 29.9 M (98.1 FT) NORTHEAST OF THE
 DK0868'CENTER OF A STEEL MANHOLE COVER, 21.1 M (69.2 FT) NORTH OF THE CENTER
 DK0868'OF STATE HIGHWAY 54, AND 17.2 M (56.4 FT) NORTHWEST OF A UTILITY POLE
 DK0868'WITH A STREET LIGHT.
 DK0868'THIS STATION IS ALSO AN NGS BENCH MARK.
 DK0868'DESCRIBED BY E.J.HANSMANN.
 DK0868
 DK0868                          STATION RECOVERY (1990)
 DK0868
 DK0868'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK0868'RECOVERED IN GOOD CONDITION.
 DK0868
 DK0868                          STATION RECOVERY (2004)
 DK0868
 DK0868'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0868'NEWER BUILDINGS ON JR. HIGH SCHOOL GROUNDS AT LOCATION NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0867 ***********************************************************************
 DK0867  DESIGNATION -  DUMAS AZ MK
 DK0867  PID         -  DK0867
 DK0867  STATE/COUNTY-  AR/DESHA
 DK0867  USGS QUAD   -  DUMAS (1969)
 DK0867
 DK0867                         *CURRENT SURVEY CONTROL
 DK0867  ___________________________________________________________________
 DK0867* NAD 83(1986)-  33 53 15.     (N)    091 29 02.     (W)     SCALED    
 DK0867* NAVD 88     -        50.478  (meters)     165.61   (feet)  ADJUSTED  
 DK0867  ___________________________________________________________________
 DK0867  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK0867  DYNAMIC HT  -          50.428 (meters)     165.45  (feet)  COMP
 DK0867  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 DK0867
 DK0867  VERT ORDER  -  FIRST     CLASS II
 DK0867
 DK0867.The horizontal coordinates were scaled from a topographic map and have
 DK0867.an estimated accuracy of +/- 6 seconds.
 DK0867
 DK0867.The orthometric height was determined by differential leveling
 DK0867.and adjusted by the National Geodetic Survey in June 1991..
 DK0867
 DK0867.The geoid height was determined by GEOID03.
 DK0867
 DK0867.The dynamic height is computed by dividing the NAVD 88
 DK0867.geopotential number by the normal gravity value computed on the
 DK0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0867.degrees latitude (g = 980.6199 gals.).
 DK0867
 DK0867.The modeled gravity was interpolated from observed gravity values.
 DK0867
 DK0867;                    North         East    Units  Estimated Accuracy
 DK0867;SPC AR S     -   535,530.      447,740.      MT  (+/- 180 meters Scaled)
 DK0867
 DK0867                          SUPERSEDED SURVEY CONTROL
 DK0867
 DK0867  NGVD 29 (??/??/??)   50.613  (m)          166.05   (f) ADJUSTED    1 2
 DK0867
 DK0867.Superseded values are not recommended for survey control.
 DK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0867.See file dsdata.txt to determine how the superseded data were derived.
 DK0867
 DK0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT402507(NAD 83)
 DK0867_MARKER: DZ = AZIMUTH MARK DISK
 DK0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0867_STAMPING: DUMAS 1940
 DK0867_MARK LOGO: CGS   
 DK0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0867+STABILITY: SURFACE MOTION
 DK0867
 DK0867  HISTORY     - Date     Condition        Report By
 DK0867  HISTORY     - 1940     MONUMENTED       CGS
 DK0867  HISTORY     - 1955     GOOD             CGS
 DK0867  HISTORY     - 1976     GOOD             NGS
 DK0867  HISTORY     - 1984     GOOD             NGS
 DK0867  HISTORY     - 1988     GOOD             USPSQD
 DK0867  HISTORY     - 1989     GOOD             USPSQD
 DK0867  HISTORY     - 1990     GOOD             USPSQD
 DK0867  HISTORY     - 20040114 MARK NOT FOUND   USACE
 DK0867
 DK0867                          STATION DESCRIPTION
 DK0867
 DK0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0867'0.55 MI NE FROM DUMAS.
 DK0867'0.3 MILE EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT DUMAS,
 DK0867'THENCE 0.25 MILE NORTH ALONG U.S. HIGHWAY 65, 40 FEET WEST OF THE
 DK0867'CENTER LINE OF THE HIGHWAY, 65 FEET NORTH OF THE CENTER LINE OF A
 DK0867'PRIVATE DRIVEWAY, 23 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 DK0867'DRIVEWAY, 35 FEET NORTH OF A POWER POLE, 0.35 MILE NORTHEAST OF
 DK0867'TRIANGULATION STATION DUMAS 1940, SET IN THE TOP OF A CONCRETE POST
 DK0867'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 DK0867
 DK0867                          STATION RECOVERY (1976)
 DK0867
 DK0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0867'RECOVERED IN GOOD CONDITION.
 DK0867
 DK0867                          STATION RECOVERY (1984)
 DK0867
 DK0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0867'RECOVERED IN GOOD CONDITION.  NOTE, ADD--SET IN THE FRONT LAWN AT
 DK0867'120 U.S. 65 (MR. PALL MALI).
 DK0867
 DK0867                          STATION RECOVERY (1988)
 DK0867
 DK0867'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK0867'RECOVERED IN GOOD CONDITION.
 DK0867
 DK0867                          STATION RECOVERY (1989)
 DK0867
 DK0867'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK0867'RECOVERED IN GOOD CONDITION.
 DK0867
 DK0867                          STATION RECOVERY (1990)
 DK0867
 DK0867'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK0867'RECOVERED IN GOOD CONDITION.
 DK0867
 DK0867                          STATION RECOVERY (2004)
 DK0867
 DK0867'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0867'HIGHWAY BEING WIDENED, ASSUMED MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2022 ***********************************************************************
 DK2022  DESIGNATION -  DUMAS FEDERAL COMPRESS CO TANK
 DK2022  PID         -  DK2022
 DK2022  STATE/COUNTY-  AR/DESHA
 DK2022  USGS QUAD   -  DUMAS (1969)
 DK2022
 DK2022                         *CURRENT SURVEY CONTROL
 DK2022  ___________________________________________________________________
 DK2022* NAD 83(1997)-  33 52 59.73479(N)    091 29 32.48870(W)     ADJUSTED  
 DK2022* NAVD 88     -                                                        
 DK2022  ___________________________________________________________________
 DK2022  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DK2022  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK2022
 DK2022  HORZ ORDER  -  THIRD
 DK2022
 DK2022.The horizontal coordinates were established by classical geodetic methods
 DK2022.and adjusted by the National Geodetic Survey in September 1999..
 DK2022
 DK2022
 DK2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2022
 DK2022.The geoid height was determined by GEOID03.
 DK2022
 DK2022;                    North         East     Units Scale Factor Converg.
 DK2022;SPC AR S     -   535,051.265   446,958.600   MT  0.99992193   +0 17 02.8
 DK2022;SPC AR S     - 1,755,414.03  1,466,396.67   sFT  0.99992193   +0 17 02.8
 DK2022;UTM  15      - 3,750,234.961   639,423.782   MT  0.99983964   +0 50 26.3
 DK2022
 DK2022                          SUPERSEDED SURVEY CONTROL
 DK2022
 DK2022  NAD 83(1997)-  33 52 59.74384(N)    091 29 32.48370(W) AD(       ) 4
 DK2022  NAD 83(1986)-  33 52 59.74411(N)    091 29 32.48331(W) AD(       ) 4
 DK2022  NAD 27      -  33 52 59.37200(N)    091 29 32.03900(W) AD(       ) 3
 DK2022
 DK2022.Superseded values are not recommended for survey control.
 DK2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2022.See file dsdata.txt to determine how the superseded data were derived.
 DK2022
 DK2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3942450235(NAD 83)
 DK2022_MARKER: 53 = ELEVATED TANK
 DK2022
 DK2022  HISTORY     - Date     Condition        Report By
 DK2022  HISTORY     - 1940     FIRST OBSERVED   CGS
 DK2022
 DK2022                          STATION DESCRIPTION
 DK2022
 DK2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2022'POINT OBSERVED UPON WAS THE FINIAL OF THE FEDERAL COMPRESS
 DK2022'AND WAREHOUSE COMPANY, WATER TANK IN DUMAS.  THIS TANK IS
 DK2022'A STEEL STRUCTURE PAINTED SILVER ON SILVER LEGS.  IT IS
 DK2022'APPROXIMATELY 75 FEET TO THE PLATFORM AROUND THE BASE OF
 DK2022'THE TANK AND 20 FEET TO THE TOP OF THE CONICAL TOP.  FEDERAL
 DK2022'COMPRESS AND WHSE. CO. IS PAINTED ON THE E SIDE OF THE TANK
 DK2022'WITH BLACK LETTERS.  THE TANK HAS A SQUAT APPEARANCE WHEN
 DK2022'VIEWED FROM A DISTANCE.  THE TANK IS LOCATED IN THE SW PART
 DK2022'OF DUMAS, ABOUT 0.1 MILE W OF THE MISSOURI PACIFIC TRACK.
 DK2022'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2019 ***********************************************************************
 DK2019  DESIGNATION -  DUMAS MUNICIPAL TANK
 DK2019  PID         -  DK2019
 DK2019  STATE/COUNTY-  AR/DESHA
 DK2019  USGS QUAD   -  DUMAS (1969)
 DK2019
 DK2019                         *CURRENT SURVEY CONTROL
 DK2019  ___________________________________________________________________
 DK2019* NAD 83(1997)-  33 53 16.38754(N)    091 29 27.89280(W)     ADJUSTED  
 DK2019* NAVD 88     -                                                        
 DK2019  ___________________________________________________________________
 DK2019  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 DK2019  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK2019
 DK2019  HORZ ORDER  -  THIRD
 DK2019
 DK2019.The horizontal coordinates were established by classical geodetic methods
 DK2019.and adjusted by the National Geodetic Survey in September 1999..
 DK2019
 DK2019
 DK2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2019
 DK2019.The geoid height was determined by GEOID03.
 DK2019
 DK2019;                    North         East     Units Scale Factor Converg.
 DK2019;SPC AR S     -   535,564.896   447,074.142   MT  0.99992172   +0 17 05.4
 DK2019;SPC AR S     - 1,757,099.16  1,466,775.75   sFT  0.99992172   +0 17 05.4
 DK2019;UTM  15      - 3,750,749.648   639,534.320   MT  0.99984002   +0 50 29.3
 DK2019
 DK2019                          SUPERSEDED SURVEY CONTROL
 DK2019
 DK2019  NAD 83(1997)-  33 53 16.39735(N)    091 29 27.88804(W) AD(       ) 4
 DK2019  NAD 83(1986)-  33 53 16.39696(N)    091 29 27.88735(W) AD(       ) 4
 DK2019  NAD 27      -  33 53 16.02400(N)    091 29 27.44300(W) AD(       ) 3
 DK2019
 DK2019.Superseded values are not recommended for survey control.
 DK2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2019.See file dsdata.txt to determine how the superseded data were derived.
 DK2019
 DK2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3953450750(NAD 83)
 DK2019_MARKER: 53 = ELEVATED TANK
 DK2019
 DK2019  HISTORY     - Date     Condition        Report By
 DK2019  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2019  HISTORY     - 1940     GOOD             CGS
 DK2019
 DK2019                          STATION DESCRIPTION
 DK2019
 DK2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2019'OBSERVED FINIAL OF SLENDER CYLINDRICAL STEEL WATER TANK IN DUMAS.
 DK2019'SILVER PAINTED.  IDENTITY NOT KNOWN AS TOWN WAS NOT VISITED.
 DK2019'
 DK2019'OBSERVED UPON FROM TRIANGULATION STATIONS PUNTNEY AND RELFS.
 DK2019
 DK2019                          STATION RECOVERY (1940)
 DK2019
 DK2019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2019'THIS IS THE DUMAS MUNICIPAL WATER TANK.  IT IS LOCATED NEAR
 DK2019'THE CENTER OF TOWN, ABOUT 0.2 MILE W OF U.S. HIGHWAY 65, AND
 DK2019'0.1 MILE E OF THE MISSOURI PACIFIC TRACK.  THIS IS A SILVER
 DK2019'TANK ON SILVER LEGS.  DUMAS, ARK., IS PAINTED ON THE W SIDE
 DK2019'OF THE TANK IN BLACK LETTERS.  IT IS APPROXIMATELY 105 FEET
 DK2019'TO THE PLATFORM AROUND THE BASE OF THE TANK AND 30 FEET FROM
 DK2019'THE PLATFORM TO THE TOP OF THE CONICAL TOP.  THE TANK IS A
 DK2019'SLENDER APPEARANCE WHEN VIEWED FROM A DISTANCE.  THE OBJECT
 DK2019'OBSERVED UPON WAS THE FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0869 ***********************************************************************
 DK0869  DESIGNATION -  DUMAS RM 2
 DK0869  PID         -  DK0869
 DK0869  STATE/COUNTY-  AR/DESHA
 DK0869  USGS QUAD   -  DUMAS (1969)
 DK0869
 DK0869                         *CURRENT SURVEY CONTROL
 DK0869  ___________________________________________________________________
 DK0869* NAD 83(1986)-  33 53 00.     (N)    091 29 09.     (W)     SCALED    
 DK0869* NAVD 88     -        49.605  (meters)     162.75   (feet)  ADJUSTED  
 DK0869  ___________________________________________________________________
 DK0869  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK0869  DYNAMIC HT  -          49.555 (meters)     162.58  (feet)  COMP
 DK0869  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 DK0869
 DK0869  VERT ORDER  -  FIRST     CLASS II
 DK0869
 DK0869.The horizontal coordinates were scaled from a topographic map and have
 DK0869.an estimated accuracy of +/- 6 seconds.
 DK0869
 DK0869.The orthometric height was determined by differential leveling
 DK0869.and adjusted by the National Geodetic Survey in June 1991..
 DK0869
 DK0869.The geoid height was determined by GEOID03.
 DK0869
 DK0869.The dynamic height is computed by dividing the NAVD 88
 DK0869.geopotential number by the normal gravity value computed on the
 DK0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0869.degrees latitude (g = 980.6199 gals.).
 DK0869
 DK0869.The modeled gravity was interpolated from observed gravity values.
 DK0869
 DK0869;                    North         East    Units  Estimated Accuracy
 DK0869;SPC AR S     -   535,060.      447,560.      MT  (+/- 180 meters Scaled)
 DK0869
 DK0869                          SUPERSEDED SURVEY CONTROL
 DK0869
 DK0869  NGVD 29 (??/??/??)   49.739  (m)          163.19   (f) ADJUSTED    1 2
 DK0869
 DK0869.Superseded values are not recommended for survey control.
 DK0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0869.See file dsdata.txt to determine how the superseded data were derived.
 DK0869
 DK0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT400502(NAD 83)
 DK0869_MARKER: DR = REFERENCE MARK DISK
 DK0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0869_STAMPING: DUMAS NO 2 1940
 DK0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0869+STABILITY: SURFACE MOTION
 DK0869
 DK0869  HISTORY     - Date     Condition        Report By
 DK0869  HISTORY     - 1940     MONUMENTED       CGS
 DK0869  HISTORY     - 1955     GOOD             CGS
 DK0869  HISTORY     - 1976     MARK NOT FOUND   NGS
 DK0869  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK0869
 DK0869                          STATION DESCRIPTION
 DK0869
 DK0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0869'IN DUMAS.
 DK0869'AT DUMAS, 227 FEET SOUTH OF THE SOUTHEAST CORNER OF THE GYMNASIUM AT
 DK0869'THE DUMAS HIGH SCHOOL, 134 FEET SOUTHWEST OF TRIANGULATION STATION
 DK0869'DUMAS 1940, 35 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 54, SET
 DK0869'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DK0869
 DK0869                          STATION RECOVERY (1976)
 DK0869
 DK0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0869'MARK NOT FOUND.
 DK0869
 DK0869                          STATION RECOVERY (1984)
 DK0869
 DK0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0869'NOT RECOVERED THIS DATE.  NOTE, NOT RECOVERED IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1935 ***********************************************************************
 FG1935  DESIGNATION -  DURHAM ATT MICROWAVE
 FG1935  PID         -  FG1935
 FG1935  STATE/COUNTY-  AR/WASHINGTON
 FG1935  USGS QUAD   -  DURHAM (1973)
 FG1935
 FG1935                         *CURRENT SURVEY CONTROL
 FG1935  ___________________________________________________________________
 FG1935* NAD 83(1997)-  35 54 13.77864(N)    093 59 30.79205(W)     ADJUSTED  
 FG1935* NAVD 88     -                                                        
 FG1935  ___________________________________________________________________
 FG1935  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FG1935  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG1935
 FG1935  HORZ ORDER  -  THIRD
 FG1935
 FG1935.The horizontal coordinates were established by classical geodetic methods
 FG1935.and adjusted by the National Geodetic Survey in September 1999..
 FG1935
 FG1935
 FG1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1935
 FG1935.The geoid height was determined by GEOID03.
 FG1935
 FG1935;                    North         East     Units Scale Factor Converg.
 FG1935;SPC AR N     -   176,053.557   220,207.340   MT  0.99995144   -1 09 32.7
 FG1935;SPC AR N     -   577,602.38    722,463.58   sFT  0.99995144   -1 09 32.7
 FG1935;UTM  15      - 3,973,735.953   410,493.787   MT  0.99969872   -0 34 54.1
 FG1935
 FG1935                          SUPERSEDED SURVEY CONTROL
 FG1935
 FG1935  NAD 83(1997)-  35 54 13.78959(N)    093 59 30.79197(W) AD(       ) 4
 FG1935  NAD 83(1986)-  35 54 13.78815(N)    093 59 30.79127(W) AD(       ) 4
 FG1935  NAD 27      -  35 54 13.50256(N)    093 59 30.07708(W) AD(       ) 3
 FG1935
 FG1935.Superseded values are not recommended for survey control.
 FG1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1935.See file dsdata.txt to determine how the superseded data were derived.
 FG1935
 FG1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1049473736(NAD 83)
 FG1935_MARKER: 45 = MICROWAVE TOWER
 FG1935
 FG1935  HISTORY     - Date     Condition        Report By
 FG1935  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1935  HISTORY     - 20050406 GOOD             GEOCAC
 FG1935
 FG1935                          STATION DESCRIPTION
 FG1935
 FG1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1935'THE STATION, DURHAM AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE KLS
 FG1935'85, IS THE LIGHT ATOP A 292 FOOT TALL, 4-LEGGED STEEL TOWER, THAT
 FG1935'HAS 4 FANS AT THE TOP AND IS SELF SUPPORTING.  THE STATION IS OWNED
 FG1935'AND OPERATED BY THE AMERICAN TELEPHONE AND TELEGRAPH LONG LINES
 FG1935'DEPARTMENT.
 FG1935'
 FG1935'IT IS LOCATED ABOUT 3 MILES SOUTH OF THE SMALL COMMUNITY OF DURHAM
 FG1935'AND IS IN THE NORTHEAST 1/4 OF SECTION 7, R. 28 W., T. 14 N.
 FG1935'
 FG1935'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 74 AT
 FG1935'THE SOUTH EDGE OF ELKINS, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 16
 FG1935'FOR 4.2 MILES TO A PAVED SIDE ROAD ON THE RIGHT AT THE EAST EDGE OF
 FG1935'DURHAM.  TURN RIGHT AND GO SOUTHERLY ON THE PAVED ROAD FOR 3.1
 FG1935'MILES TO THE END OF THE PAVEMENT AND A LOCKED GATE ON THE RIGHT.
 FG1935'TURN RIGHT, PASSING THROUGH THE GATE AND GO SOUTHWEST AND SOUTH
 FG1935'FOR 0.5 MILE TO THE STATION.
 FG1935
 FG1935                          STATION RECOVERY (2005)
 FG1935
 FG1935'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1935'VISIBLE ON TOP OF THE HILL WHEN APPROACHING DURHAM ON ARKANSAS HIGHWAY
 FG1935'16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2027 ***********************************************************************
 EJ2027  DESIGNATION -  DUTCH
 EJ2027  PID         -  EJ2027
 EJ2027  STATE/COUNTY-  AR/YELL
 EJ2027  USGS QUAD   -  BLUFFTON (1985)
 EJ2027
 EJ2027                         *CURRENT SURVEY CONTROL
 EJ2027  ___________________________________________________________________
 EJ2027* NAD 83(1997)-  34 57 48.78878(N)    093 32 23.89716(W)     ADJUSTED  
 EJ2027* NAVD 88     -       499.7    (meters)    1639.     (feet)  VERTCON   
 EJ2027  ___________________________________________________________________
 EJ2027  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 EJ2027  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 EJ2027
 EJ2027  HORZ ORDER  -  SECOND
 EJ2027
 EJ2027.The horizontal coordinates were established by classical geodetic methods
 EJ2027.and adjusted by the National Geodetic Survey in September 1999..
 EJ2027
 EJ2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2027
 EJ2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2027
 EJ2027.The geoid height was determined by GEOID03.
 EJ2027
 EJ2027;                    North         East     Units Scale Factor Converg.
 EJ2027;SPC AR N     -    71,017.746   259,363.069   MT  0.99999420   -0 53 46.0
 EJ2027;SPC AR N     -   232,997.39    850,927.00   sFT  0.99999420   -0 53 46.0
 EJ2027;UTM  15      - 3,869,134.296   450,704.622   MT  0.99962995   -0 18 34.0
 EJ2027
 EJ2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2027!SPC AR N     -   0.99992623  x   0.99999420  =   0.99992043
 EJ2027!UTM  15      -   0.99992623  x   0.99962995  =   0.99955620
 EJ2027
 EJ2027|---------------------------------------------------------------------|
 EJ2027| PID    Reference Object                     Distance      Geod. Az  |
 EJ2027|                                                           dddmmss.s |
 EJ2027| CX5753 DUTCH RM 1                           11.534 METERS 04158     |
 EJ2027| CX5754 DUTCH RM 2                           12.100 METERS 15525     |
 EJ2027| FG1886 JEAN RESET                          APPROX.16.0 KM 2942000.9 |
 EJ2027| EJ2028 DUTCH MOUNTAIN LOOKOUT TOWER          7.902 METERS 31329     |
 EJ2027|---------------------------------------------------------------------|
 EJ2027
 EJ2027                          SUPERSEDED SURVEY CONTROL
 EJ2027
 EJ2027  NAD 83(1997)-  34 57 48.79906(N)    093 32 23.89316(W) AD(       ) 2
 EJ2027  NAD 83(1986)-  34 57 48.79942(N)    093 32 23.89091(W) AD(       ) 2
 EJ2027  NAD 27      -  34 57 48.46690(N)    093 32 23.20310(W) AD(       ) 2
 EJ2027  NGVD 29 (07/19/86)  499.6    (m)         1639.     (f) VERT ANG       
 EJ2027
 EJ2027.Superseded values are not recommended for survey control.
 EJ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2027.See file dsdata.txt to determine how the superseded data were derived.
 EJ2027
 EJ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5070569134(NAD 83)
 EJ2027_MARKER: DS = TRIANGULATION STATION DISK
 EJ2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2027
 EJ2027  HISTORY     - Date     Condition        Report By
 EJ2027  HISTORY     - 1956     MONUMENTED       CGS
 EJ2027  HISTORY     - 20040701 MARK NOT FOUND   ARHD
 EJ2027
 EJ2027                          STATION DESCRIPTION
 EJ2027
 EJ2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2027'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, ON
 EJ2027'THE SUMMIT OF DUTCH CREEK MOUNTAIN, AND AT THE SITE OF THE
 EJ2027'DUTCH MOUNTAIN LOOKOUT TOWER.  THE STATION IS APPROXIMATELY
 EJ2027'11 MILES SOUTHWEST OF DANVILLE, APPROXIMATELY 8 MILES WEST
 EJ2027'OF THE VILLAGE OF ROVER, AND APPROXIMATELY 5 MILES NORTHEAST
 EJ2027'OF BLUFFTON.
 EJ2027'
 EJ2027'THE STATION IS REACHED FROM THE EAST SIDE OF THE POST OFFICE
 EJ2027'IN GRAVELLY BY DRIVING NORTHERLY ON THE BLUE BALL ROAD FOR 4.7
 EJ2027'MILES TO A SIDE ROAD RIGHT AT THE TOP OF A RIDGE OPPOSITE
 EJ2027'SIGN DUTCH MTN TOWER 11.  TURN RIGHT, NORTHEAST, AND FOLLOW
 EJ2027'THE CREST OF THE RIDGE FOR 3.7 MILES TO TRIANGULATION STATION
 EJ2027'WALTREAK 1956.
 EJ2027'
 EJ2027'CONTINUE NORTHEASTERLY ALONG RIDGE FOR 7.25 MILES TO THE
 EJ2027'LOOKOUT TOWER AND THE STATION ON THE LEFT AS DESCRIBED BELOW.
 EJ2027'
 EJ2027'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 ARE ALL STANDARD
 EJ2027'DISKS.
 EJ2027'
 EJ2027'THE STATION MARK, STAMPED DUTCH 1956, IS SET IN THE TOP OF
 EJ2027'A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 EJ2027'THE MARK IS 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 EJ2027'AN OLD CONCRETE FOUNDATION, 17 FEET NORTH OF THE CENTER OF
 EJ2027'TRACK ROAD, AND 15 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 EJ2027'LEG OF THE FOREST SERVICE LOOKOUT TOWER.
 EJ2027'
 EJ2027'REFERENCE MARK 1, STAMPED DUTCH NO 1 1956, IS SET IN THE
 EJ2027'TOP OF AN OLD CONCRETE FOUNDATION WALL THAT IS APPROXIMATELY
 EJ2027'8 INCHES THICK AND PROJECTS APPROXIMATELY 2 FEET ABOVE THE
 EJ2027'GROUND.  THE MARK IS 36.5 FEET EAST OF THE NORTHEAST LEG
 EJ2027'OF THE LOOKOUT TOWER, AND ABOUT 2 FEET HIGHER THAN THE STATION
 EJ2027'MARK.
 EJ2027'
 EJ2027'REFERENCE MARK 2, STAMPED DUTCH NO 2 1956, IS SET IN THE
 EJ2027'TOP OF AN 18X18-INCH BOULDER THAT PROJECTS ABOUT 8 INCHES
 EJ2027'ABOVE THE GROUND.  THE MARK IS APPROXIMATELY 9 FEET SOUTH
 EJ2027'OF THE CENTER OF THE TRACK ROAD, AND IS APPROXIMATELY 2 FEET
 EJ2027'LOWER IN ELEVATION THAN THE STATION MARK.
 EJ2027'
 EJ2027'NO AZIMUTH MARK ESTABLISHED DUE TO UNAVAILABILITY OF A SUITABLE
 EJ2027'LOCATION.
 EJ2027
 EJ2027                          STATION RECOVERY (2004)
 EJ2027
 EJ2027'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EJ2027'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED. A 4 WHEEL DRIVE TRUCK
 EJ2027'IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2028 ***********************************************************************
 EJ2028  DESIGNATION -  DUTCH MOUNTAIN LOOKOUT TOWER
 EJ2028  PID         -  EJ2028
 EJ2028  STATE/COUNTY-  AR/YELL
 EJ2028  USGS QUAD   -  BLUFFTON (1985)
 EJ2028
 EJ2028                         *CURRENT SURVEY CONTROL
 EJ2028  ___________________________________________________________________
 EJ2028* NAD 83(1997)-  34 57 48.96524(N)    093 32 24.12316(W)     ADJUSTED  
 EJ2028* NAVD 88     -                                                        
 EJ2028  ___________________________________________________________________
 EJ2028  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 EJ2028  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 EJ2028
 EJ2028  HORZ ORDER  -  THIRD
 EJ2028
 EJ2028.The horizontal coordinates were established by classical geodetic methods
 EJ2028.and adjusted by the National Geodetic Survey in September 1999..
 EJ2028
 EJ2028
 EJ2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2028
 EJ2028.The geoid height was determined by GEOID03.
 EJ2028
 EJ2028;                    North         East     Units Scale Factor Converg.
 EJ2028;SPC AR N     -    71,023.272   259,357.421   MT  0.99999419   -0 53 46.1
 EJ2028;SPC AR N     -   233,015.52    850,908.47   sFT  0.99999419   -0 53 46.1
 EJ2028;UTM  15      - 3,869,139.763   450,698.920   MT  0.99962996   -0 18 34.1
 EJ2028
 EJ2028                          SUPERSEDED SURVEY CONTROL
 EJ2028
 EJ2028  NAD 83(1997)-  34 57 48.97552(N)    093 32 24.11915(W) AD(       ) 4
 EJ2028  NAD 83(1986)-  34 57 48.97644(N)    093 32 24.11627(W) AD(       ) 4
 EJ2028  NAD 27      -  34 57 48.64300(N)    093 32 23.42900(W) AD(       ) 3
 EJ2028
 EJ2028.Superseded values are not recommended for survey control.
 EJ2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2028.See file dsdata.txt to determine how the superseded data were derived.
 EJ2028
 EJ2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5069969140(NAD 83)
 EJ2028_MARKER: 57 = LOOKOUT TOWER
 EJ2028
 EJ2028  HISTORY     - Date     Condition        Report By
 EJ2028  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ2028  HISTORY     - 1956     GOOD             CGS
 EJ2028
 EJ2028                          STATION DESCRIPTION
 EJ2028
 EJ2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ2028'AN INTERSECTION STATION.  POINT OBSERVED UPON WAS THE CENTER
 EJ2028'OF THE DUTCH CREEK U.S. FOREST SERVICE LOOKOUT TOWER.  THIS
 EJ2028'IS A STEEL STRUCTURE, 100 FEET TO FLOOR OF LOOKOUT AND 15
 EJ2028'FEET FROM FLOOR TO PEAK OF THE ROOF.
 EJ2028'
 EJ2028'THE LOOKOUT IS LOCATED ON THE SUMMIT OF DUTCH CREEK MOUNTAIN,
 EJ2028'ABOUT 10-1/2 MILES SW OF DANVILLE AND 7.8 MILES WNW OF ROVER.
 EJ2028
 EJ2028                          STATION RECOVERY (1956)
 EJ2028
 EJ2028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2028'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, ON
 EJ2028'THE SUMMIT OF DUTCH CREEK MOUNTAIN, APPROXIMATELY 11 MILES
 EJ2028'SOUTHEAST OF DANVILLE, APPROXIMATELY 8 MILES WEST OF THE
 EJ2028'VILLAGE OF ROVER, AND APPROXIMATELY 5 MILES NORTHEAST OF
 EJ2028'BLUFFTON.
 EJ2028'
 EJ2028'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 EJ2028'DUTCH 1956, THE DISTANCE BEING 25.93 FEET, 7.903 METERS
 EJ2028'NORTHWEST OF STATION DUTCH.
 EJ2028'
 EJ2028'THE TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A SMALL, METAL,
 EJ2028'GLASS-ENCLOSED, LOOKOUT HOUSE ON TOP.  THE HEIGHT OF THE
 EJ2028'STRUCTURE IS 68 FEET TO THE EAVES WITH THE GABLE BEING ESTIMATED
 EJ2028'AT 3 FEET, MAKING AN APPROXIMATE OVERALL HEIGHT OF 71 FEET.
 EJ2028'
 EJ2028'MEASUREMENTS WERE MADE TO THE BOTTOM CENTER OF THE TOWER
 EJ2028'WHICH IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1914 ***********************************************************************
 FF1914  DESIGNATION -  DYESS
 FF1914  PID         -  FF1914
 FF1914  STATE/COUNTY-  AR/MISSISSIPPI
 FF1914  USGS QUAD   -  JOINER (1983)
 FF1914
 FF1914                         *CURRENT SURVEY CONTROL
 FF1914  ___________________________________________________________________
 FF1914* NAD 83(1997)-  35 37 07.93578(N)    090 11 50.49121(W)     ADJUSTED  
 FF1914* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 FF1914  ___________________________________________________________________
 FF1914  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FF1914  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FF1914
 FF1914  HORZ ORDER  -  SECOND
 FF1914
 FF1914.The horizontal coordinates were established by classical geodetic methods
 FF1914.and adjusted by the National Geodetic Survey in September 1999..
 FF1914
 FF1914.The orthometric height was scaled from a topographic map.
 FF1914
 FF1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1914
 FF1914.The geoid height was determined by GEOID03.
 FF1914
 FF1914;                    North         East     Units Scale Factor Converg.
 FF1914;SPC AR N     -   144,114.339   563,291.684   MT  0.99993612   +1 02 56.2
 FF1914;SPC AR N     -   472,815.13  1,848,066.13   sFT  0.99993612   +1 02 56.2
 FF1914;UTM  15      - 3,945,294.362   753,838.033   MT  1.00039409   +1 37 59.2
 FF1914
 FF1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1914!SPC AR N     -   0.99999384  x   0.99993612  =   0.99992996
 FF1914!UTM  15      -   0.99999384  x   1.00039409  =   1.00038793
 FF1914
 FF1914:                Primary Azimuth Mark                     Grid Az
 FF1914:SPC AR N     -  DYESS AZ MK                              017 54 01.5
 FF1914:UTM  15      -  DYESS AZ MK                              017 18 58.5
 FF1914
 FF1914|---------------------------------------------------------------------|
 FF1914| PID    Reference Object                     Distance      Geod. Az  |
 FF1914|                                                           dddmmss.s |
 FF1914| FF2220 DYESS AZ MK                                        0185657.7 |
 FF1914| FF1900 KEISER MUNICIPAL TANK               APPROX.11.1 KM 0550606.9 |
 FF1914| FF2218 DYESS RM 1                           35.628 METERS 08231     |
 FF1914| FF1908 WILSON 2                            APPROX.14.5 KM 1135913.5 |
 FF1914| FF2219 DYESS RM 3                           34.229 METERS 11952     |
 FF1914| FF1920 LEPANTO FEDERAL COMPRESS N TK       APPROX.12.1 KM 2631806.1 |
 FF1914| FF1918 LEPANTO MUNICIPAL TANK              APPROX.12.3 KM 2641825.5 |
 FF1914| CI4345 DYESS RM 2                           27.189 METERS 27800     |
 FF1914|---------------------------------------------------------------------|
 FF1914
 FF1914                          SUPERSEDED SURVEY CONTROL
 FF1914
 FF1914  NAD 83(1997)-  35 37 07.93631(N)    090 11 50.49118(W) AD(       ) 2
 FF1914  NAD 83(1986)-  35 37 07.94731(N)    090 11 50.49066(W) AD(       ) 2
 FF1914  NAD 27      -  35 37 07.66100(N)    090 11 50.14890(W) AD(       ) 2
 FF1914
 FF1914.Superseded values are not recommended for survey control.
 FF1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1914.See file dsdata.txt to determine how the superseded data were derived.
 FF1914
 FF1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5383845294(NAD 83)
 FF1914_MARKER: DS = TRIANGULATION STATION DISK
 FF1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1914
 FF1914  HISTORY     - Date     Condition        Report By
 FF1914  HISTORY     - 1954     MONUMENTED       CGS
 FF1914  HISTORY     - 1970     GOOD             NGS
 FF1914
 FF1914                          STATION DESCRIPTION
 FF1914
 FF1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1914'THE STATION IS ABOUT 8 MILES NORTH-NORTHWEST OF JOINER, 7.5
 FF1914'MILES EAST OF LEPANTO, 6.5 MILES WEST OF MARIE, 2 MILES
 FF1914'NORTHEAST OF DYESS, 45 FEET WEST-NORTHWEST OF A 36 INCH OAK
 FF1914'TREE AND 37 FEET SOUTH OF A GRAVEL ROAD.
 FF1914'
 FF1914'THE STATION MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 FF1914'DYESS 1954.
 FF1914'
 FF1914'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 181 AND
 FF1914'14 ABOUT 1/2 MILE WEST OF MARIE, GO WEST ON STATE HIGHWAY
 FF1914'14 FOR 6.2 MILES TO A CROSS ROAD, TURN RIGHT AND GO NORTH ON
 FF1914'A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT AND THE
 FF1914'STATION MARK ON THE LEFT, CONTINUE NORTH FOR 0.3 MILE TO A SIDE
 FF1914'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 FF1914'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FF1914'
 FF1914'REFERENCE MARK NO. 1 IS 19 FEET SOUTH OF THE GRAVELED ROAD.
 FF1914'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED DYESS NO
 FF1914'1 1954.
 FF1914'
 FF1914'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE GRAVEL ROAD.
 FF1914'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DYESS NO 2
 FF1914'1954.
 FF1914'
 FF1914'THE AZIMUTH MARK IS 27 FEET SOUTH OF A GRAVELED ROAD, 3 FEET
 FF1914'EAST OF A 4 IN X 4 IN WITNESS POST AND 2 FEET WEST OF A
 FF1914'POWER-LINE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 FF1914'IS STAMPED DYESS 1954.
 FF1914'
 FF1914'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 FF1914
 FF1914                          STATION RECOVERY (1970)
 FF1914
 FF1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FF1914'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 FF1914'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED FOR, BUT
 FF1914'COULD NOT BE FOUND AND IS THOUGHT DESTROYED BY CULTIVATION.
 FF1914'THE AZIMUTH MARK MONUMENT WAS RECOVERED WITH THE DISK POPPED
 FF1914'OFF THE SHANK.  DUE TO TALL CROP THE AZIMUTH MARK WAS NOT
 FF1914'VISIBLE FROM THE STATION AT THIS OCCUPATION.  THE HORIZONTAL
 FF1914'MEASURED DISTANCE BETWEEN THE STATION MARK AND REFERENCE MARK
 FF1914'NO. 1 WAS CHECKED AND VERIFIED.  A NEW REFERENCE MARK NO. 3
 FF1914'WAS ESTABLISHED THIS DATE.  A FIRM PLUMBING BENCH WAS ERECTED
 FF1914'OVER THE AZIMUTH MARK SHANK AND THE POINT HELD.  THE OLD
 FF1914'SHANK WAS THEN CHISELED OUT OF THE MONUMENT AND THE HOLE
 FF1914'BELLED OUT, AFTER WHICH A NEW DISK STAMPED DYESS 1954 1970 WAS
 FF1914'CEMENTED, INTO THE TOP OF THE ORIGINAL MONUMENT DIRECTLY UNDER
 FF1914'THE POINT HELD.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 FF1914'ANGLE OBSERVED BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 FF1914'NO. 3.
 FF1914'
 FF1914'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1914'
 FF1914'THE STATION IS ABOUT 8 MILES NORTH-NORTHWEST OF JOINER, 7-1/2
 FF1914'MILES EAST OF LEPANTO, 6-1/2 MILES WEST OF MARIE, 2 MILES
 FF1914'NORTHEAST OF DYESS, AND IN A CULTIVATED FIELD.
 FF1914'
 FF1914'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE
 FF1914'ROUTE 55 AND STATE ROUTE 14, ABOUT 1.6 MILES WEST OF MARIE,
 FF1914'GO WEST ON STATE ROUTE 14 FOR 4.6 MILES TO A GRAVELED T ROAD
 FF1914'RIGHT.  HERE TURN RIGHT ON THE GRAVELED ROAD AND GO NORTH FOR
 FF1914'0.5 OF A MILE TO A GRAVELED T ROAD LEFT AND A HOUSE IN THE
 FF1914'SOUTHWEST ANGLE.  HERE TURN LEFT ON THE GRAVELED ROAD AND GO
 FF1914'WEST ABOUT 0.1 OF A MILE TO THE STATION ON THE LEFT IN A
 FF1914'CULTIVATED FIELD AS DESCRIBED.  THE STATION IS 101 FEET WEST
 FF1914'OF A LARGE CREPE MYRTLE BUSH, 49 FEET WEST-NORTHWEST OF A
 FF1914'48-INCH BLACK OAK TREE, 42 FEET SOUTH OF THE APPROXIMATE
 FF1914'CENTER OF A GRAVELED ROAD, AND 41 FEET WEST OF THE EAST
 FF1914'EDGE OF THE CULTIVATED FIELD.  IT IS A STANDARD DISK
 FF1914'SET IN THE TOP OF A 14-INCH, ROUND, CONCRETE MONUMENT
 FF1914'ABOUT 18 INCHES BELOW THE SURFACE OF THE FIELD AND THE DISK
 FF1914'IS STAMPED DYESS 1954.
 FF1914'
 FF1914'REFERENCE MARK NO. 1 IS NOW IN THE YARD OF MR. DONALD ASHLAND,
 FF1914'128 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE ASHLAND
 FF1914'HOME, 81 FEET EAST-SOUTHEAST OF A 48-INCH BLACK OAK TREE, 38
 FF1914'FEET NORTH OF AN 8-INCH WILLOW TREE, 28 FEET WEST OF THE
 FF1914'APPROXIMATE CENTER OF A DRIVEWAY LEADING INTO A LARGE PATIO,
 FF1914'AND 15 FEET EAST OF A LARGE CREPE MYRTLE BUSH.  IT IS A STANDARD
 FF1914'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT
 FF1914'PROJECTS 3 INCHES AND THE DISK IS STAMPED DYESS NO 1 1954.
 FF1914'
 FF1914'REFERENCE MARK NO. 3 IS 63 FEET EAST-SOUTHEAST OF THE 48-INCH
 FF1914'BLACK OAK TREE, 17 FEET NORTH AND CROSS A LARGE PATIO FROM
 FF1914'A 24-INCH WILLOW TREE, 4 FEET EAST OF THE WEST END OF THE
 FF1914'CONCRETE FOOTING OF THE PATIO, AND ABOUT 14 INCHES ABOVE THE
 FF1914'GROUND LEVEL.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 FF1914'IN THE NORTH FOOTING OF A LARGE CONCRETE PATIO AND THE DISK IS
 FF1914'STAMPED DYESS 1954 NO 3 1970.
 FF1914'
 FF1914'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1
 FF1914'AND REFERENCE MARK NO. 3 IS 73.54 FEET -22.416 METERS.
 FF1914'
 FF1914'THE AZIMUTH MARK IS ABOUT 0.5 OF A MILE NORTH-NORTHEAST FROM
 FF1914'THE STATION, 80 FEET SOUTH-SOUTHWEST AND ACROSS A GRAVELED
 FF1914'ROAD FROM AN 18-INCH COTTONWOOD TREE, 58 FEET SOUTH-SOUTHEAST
 FF1914'AND ACROSS THE GRAVELED ROAD FROM THE CENTER OF A DRIVEWAY NORTH,
 FF1914'31 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 FF1914'2 FEET WEST OF A TELEPHONE POLE, AND 1.0 FOOT EAST OF A METAL
 FF1914'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FF1914'OF A 10-INCH, ROUND, CONCRETE MONUMENT ABOUT 2 INCHES BELOW
 FF1914'THE SURFACE AND THE MARK IS STAMPED DYESS 1954 1970.
 FF1914'
 FF1914'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 FF1914'GRAVELED ROAD 0.1 OF A MILE TO A GRAVELED T CROSSROAD, HERE
 FF1914'TURN LEFT ON THE GRAVELED ROAD AND GO NORTH 0.5 OF A MILE TO A
 FF1914'GRAVELED T ROAD RIGHT, TURN RIGHT ON THE GRAVELED ROAD AND GO
 FF1914'EAST FOR 0.1 OF A MILE TO A FARM HOUSE ON THE LEFT AND THE
 FF1914'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FF1914'
 FF1914'NOTE- DUE TO ALL MARKS AT THE STATION SITE BEING IN A CULTIVATED
 FF1914'OR LAWN AREA, NO METAL WITNESS POSTS WERE SET.
 FF1914'
 FF1914'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2
 FF1914'MILES NORTHEAST OF DYESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0555 ***********************************************************************
 GE0555  DESIGNATION -  E 1
 GE0555  PID         -  GE0555
 GE0555  STATE/COUNTY-  AR/FULTON
 GE0555  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE0555
 GE0555                         *CURRENT SURVEY CONTROL
 GE0555  ___________________________________________________________________
 GE0555* NAD 83(1986)-  36 29 56.     (N)    091 31 42.     (W)     SCALED    
 GE0555* NAVD 88     -       157.825  (meters)     517.80   (feet)  ADJUSTED  
 GE0555  ___________________________________________________________________
 GE0555  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GE0555  DYNAMIC HT  -         157.696 (meters)     517.37  (feet)  COMP
 GE0555  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GE0555
 GE0555  VERT ORDER  -  FIRST     CLASS II
 GE0555
 GE0555.The horizontal coordinates were scaled from a topographic map and have
 GE0555.an estimated accuracy of +/- 6 seconds.
 GE0555
 GE0555.The orthometric height was determined by differential leveling
 GE0555.and adjusted by the National Geodetic Survey in June 1991..
 GE0555
 GE0555.The geoid height was determined by GEOID03.
 GE0555
 GE0555.The dynamic height is computed by dividing the NAVD 88
 GE0555.geopotential number by the normal gravity value computed on the
 GE0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0555.degrees latitude (g = 980.6199 gals.).
 GE0555
 GE0555.The modeled gravity was interpolated from observed gravity values.
 GE0555
 GE0555;                    North         East    Units  Estimated Accuracy
 GE0555;SPC AR N     -   240,370.      442,260.      MT  (+/- 180 meters Scaled)
 GE0555
 GE0555                          SUPERSEDED SURVEY CONTROL
 GE0555
 GE0555  NGVD 29 (??/??/92)  157.706  (m)          517.41   (f) ADJ UNCH    1 2
 GE0555
 GE0555.Superseded values are not recommended for survey control.
 GE0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0555.See file dsdata.txt to determine how the superseded data were derived.
 GE0555
 GE0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA318402(NAD 83)
 GE0555_MARKER: DB = BENCH MARK DISK
 GE0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0555_STAMPING: E 1 1928
 GE0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0555+STABILITY: SURFACE MOTION
 GE0555
 GE0555  HISTORY     - Date     Condition        Report By
 GE0555  HISTORY     - 1928     MONUMENTED       CGS
 GE0555  HISTORY     - 1944     GOOD             SLSFRR
 GE0555  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 GE0555
 GE0555                          STATION DESCRIPTION
 GE0555
 GE0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0555'0.3 MI NE FROM MAMMOTH SPRING.
 GE0555'0.3 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0555'FROM THE STATION AT MAMMOTH SPRING, FULTON COUNTY, 150 FEET
 GE0555'ACROSS THE TRACK FROM THE MAMMOTH SPRING CO. BUILDING, 100 FEET
 GE0555'SOUTHEAST OF A MISSOURI-ARKANSAS STATE-LINE SIGN, 65 FEET
 GE0555'NORTHWEST OF A WHISTLE POST, ACROSS THE TRACK FROM A POINT
 GE0555'BETWEEN POLES 341/38, AND 31 FEET NORTHWEST OF THE CENTERLINE
 GE0555'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED E 1 1928 AND SET
 GE0555'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 GE0555'NOTE-- ABOUT 100 FT SW OF A MO-AR STATE LINE SIGN, AND ACROSS
 GE0555'THE TRACK FROM A POINT BETWEEN POLES 341+37 AND 341+38.
 GE0555
 GE0555                          STATION RECOVERY (1944)
 GE0555
 GE0555'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 GE0555'RECOVERED IN GOOD CONDITION.
 GE0555
 GE0555                          STATION RECOVERY (1985)
 GE0555
 GE0555'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 GE0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0035 ***********************************************************************
 EJ0035  DESIGNATION -  E 10
 EJ0035  PID         -  EJ0035
 EJ0035  STATE/COUNTY-  AR/PULASKI
 EJ0035  USGS QUAD   -  CABOT (1987)
 EJ0035
 EJ0035                         *CURRENT SURVEY CONTROL
 EJ0035  ___________________________________________________________________
 EJ0035* NAD 83(1986)-  34 53 44.     (N)    092 04 30.     (W)     SCALED    
 EJ0035* NAVD 88     -        76.933  (meters)     252.40   (feet)  ADJUSTED  
 EJ0035  ___________________________________________________________________
 EJ0035  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EJ0035  DYNAMIC HT  -          76.862 (meters)     252.17  (feet)  COMP
 EJ0035  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 EJ0035
 EJ0035  VERT ORDER  -  FIRST     CLASS II
 EJ0035
 EJ0035.The horizontal coordinates were scaled from a topographic map and have
 EJ0035.an estimated accuracy of +/- 6 seconds.
 EJ0035
 EJ0035.The orthometric height was determined by differential leveling
 EJ0035.and adjusted by the National Geodetic Survey in June 1991..
 EJ0035
 EJ0035.The geoid height was determined by GEOID03.
 EJ0035
 EJ0035.The dynamic height is computed by dividing the NAVD 88
 EJ0035.geopotential number by the normal gravity value computed on the
 EJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0035.degrees latitude (g = 980.6199 gals.).
 EJ0035
 EJ0035.The modeled gravity was interpolated from observed gravity values.
 EJ0035
 EJ0035;                    North         East    Units  Estimated Accuracy
 EJ0035;SPC AR S     -   647,230.      393,140.      MT  (+/- 180 meters Scaled)
 EJ0035
 EJ0035                          SUPERSEDED SURVEY CONTROL
 EJ0035
 EJ0035  NGVD 29 (??/??/92)   76.929  (m)          252.39   (f) ADJ UNCH    1 2
 EJ0035
 EJ0035.Superseded values are not recommended for survey control.
 EJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0035.See file dsdata.txt to determine how the superseded data were derived.
 EJ0035
 EJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU845618(NAD 83)
 EJ0035_MARKER: DB = BENCH MARK DISK
 EJ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0035_STAMPING: E 10 1931 252.447
 EJ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0035+STABILITY: SURFACE MOTION
 EJ0035
 EJ0035  HISTORY     - Date     Condition        Report By
 EJ0035  HISTORY     - 1931     MONUMENTED       CGS
 EJ0035  HISTORY     - 1955     GOOD             NGS
 EJ0035  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0035
 EJ0035                          STATION DESCRIPTION
 EJ0035
 EJ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0035'2.8 MI NE FROM JACKSONVILLE.
 EJ0035'2.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0035'STATION AT JACKSONVILLE, PULASKI COUNTY, AT A ROAD CROSSING, 113 FEET
 EJ0035'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 48 FEET NORTHWEST OF THE
 EJ0035'CENTERLINE OF THE NORTHWEST TRACK, 90 FEET NORTHWEST OF POLE 329/12,
 EJ0035'15 FEET WEST OF ANOTHER POLE, 1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 EJ0035'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 EJ0035
 EJ0035                          STATION RECOVERY (1984)
 EJ0035
 EJ0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0792 ***********************************************************************
 EJ0792  DESIGNATION -  E 101
 EJ0792  PID         -  EJ0792
 EJ0792  STATE/COUNTY-  AR/PERRY
 EJ0792  USGS QUAD   -  APLIN (1984)
 EJ0792
 EJ0792                         *CURRENT SURVEY CONTROL
 EJ0792  ___________________________________________________________________
 EJ0792* NAD 83(1986)-  34 53 11.     (N)    092 55 27.     (W)     SCALED    
 EJ0792* NAVD 88     -       331.106  (meters)    1086.30   (feet)  ADJUSTED  
 EJ0792  ___________________________________________________________________
 EJ0792  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 EJ0792  DYNAMIC HT  -         330.776 (meters)    1085.22  (feet)  COMP
 EJ0792  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 EJ0792
 EJ0792  VERT ORDER  -  SECOND    CLASS 0
 EJ0792
 EJ0792.The horizontal coordinates were scaled from a topographic map and have
 EJ0792.an estimated accuracy of +/- 6 seconds.
 EJ0792
 EJ0792.The orthometric height was determined by differential leveling
 EJ0792.and adjusted by the National Geodetic Survey in June 1991..
 EJ0792
 EJ0792.The geoid height was determined by GEOID03.
 EJ0792
 EJ0792.The dynamic height is computed by dividing the NAVD 88
 EJ0792.geopotential number by the normal gravity value computed on the
 EJ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0792.degrees latitude (g = 980.6199 gals.).
 EJ0792
 EJ0792.The modeled gravity was interpolated from observed gravity values.
 EJ0792
 EJ0792;                    North         East    Units  Estimated Accuracy
 EJ0792;SPC AR N     -    61,750.      315,520.      MT  (+/- 180 meters Scaled)
 EJ0792
 EJ0792                          SUPERSEDED SURVEY CONTROL
 EJ0792
 EJ0792  NGVD 29 (??/??/92)  331.107  (m)         1086.31   (f) ADJ UNCH    2 0
 EJ0792
 EJ0792.Superseded values are not recommended for survey control.
 EJ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0792.See file dsdata.txt to determine how the superseded data were derived.
 EJ0792
 EJ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU069604(NAD 83)
 EJ0792_MARKER: DB = BENCH MARK DISK
 EJ0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0792_SP_SET: MONUMENT
 EJ0792_STAMPING: E-101 1935
 EJ0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0792
 EJ0792  HISTORY     - Date     Condition        Report By
 EJ0792  HISTORY     - 1935     MONUMENTED       CGS
 EJ0792  HISTORY     - 1941     GOOD             NGS
 EJ0792  HISTORY     - 1968     GOOD             USE
 EJ0792
 EJ0792                          STATION DESCRIPTION
 EJ0792
 EJ0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EJ0792'10.2 MI SW FROM THORNBURG.
 EJ0792'3.5 MILES SOUTH AND 6.7 MILES WEST OF-- IN NORTHWEST QUARTER OF
 EJ0792'SECTION 28, TOWNSHIP 3 NORTH, RANGE 18 WEST.  TO REACH E-101 FROM THE
 EJ0792'CHURCH AND CEMETERY IN THORNBURG, ARKANSAS, WHICH IS 0.1 MILE WEST OF
 EJ0792'STATE HIGHWAY NO. 9 AND 10, TAKE THE NATIONAL FOREST MAINTAINED ROAD
 EJ0792'NO. 86 (KNOWN AS THE HOLLIS-THORNBURG ROAD) IN A SOUTHWESTERLY
 EJ0792'DIRECTION FOR 1.4 MILES TO FORK OF NATIONAL FOREST MAINTAINED ROADS
 EJ0792'NOS. 86 AND 210-2, THEN LEFT ON ROAD NO. 86 FOR 2.5 MILES TO A FORK IN
 EJ0792'THE ROAD, TAKE RIGHT FORK AND GO SOUTHWESTERLY ON ROAD NO. 86 FOR 4
 EJ0792'MILES TO MARK ON THE LEFT.  MARK IS LOCATED 1.75 MILES WEST OF A
 EJ0792'CONCRETE BRIDGE OVER MAUMELLE CREEK, 1.7 MILES EAST OF THE
 EJ0792'INTERSECTION OF NATIONAL FOREST MAINTAINED ROADS NO. 86, 207, AND 94,
 EJ0792'26 FEET SOUTH OF CENTERLINE OF ROAD, AND 9.6 FEET NORTH OF A 32 INCH
 EJ0792'PINE TREE STUMP.  A USC AND GS CONCRETE MONUMENT WITH STANDARD DISK
 EJ0792'STAMPED E-101 1935, AND PROTRUDING 6 INCHES ABOVE THE GROUND.
 EJ0792
 EJ0792                          STATION RECOVERY (1968)
 EJ0792
 EJ0792'RECOVERY NOTE BY US ENGINEERS 1968
 EJ0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1086 ***********************************************************************
 EJ1086  DESIGNATION -  E 102
 EJ1086  PID         -  EJ1086
 EJ1086  STATE/COUNTY-  AR/YELL
 EJ1086  USGS QUAD   -  PLAINVIEW (1968)
 EJ1086
 EJ1086                         *CURRENT SURVEY CONTROL
 EJ1086  ___________________________________________________________________
 EJ1086* NAD 83(1986)-  34 57 39.     (N)    093 18 55.     (W)     SCALED    
 EJ1086* NAVD 88     -       113.899  (meters)     373.68   (feet)  ADJUSTED  
 EJ1086  ___________________________________________________________________
 EJ1086  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 EJ1086  DYNAMIC HT  -         113.787 (meters)     373.32  (feet)  COMP
 EJ1086  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 EJ1086
 EJ1086  VERT ORDER  -  SECOND    CLASS 0
 EJ1086
 EJ1086.The horizontal coordinates were scaled from a topographic map and have
 EJ1086.an estimated accuracy of +/- 6 seconds.
 EJ1086
 EJ1086.The orthometric height was determined by differential leveling
 EJ1086.and adjusted by the National Geodetic Survey in June 1991..
 EJ1086
 EJ1086.The geoid height was determined by GEOID03.
 EJ1086
 EJ1086.The dynamic height is computed by dividing the NAVD 88
 EJ1086.geopotential number by the normal gravity value computed on the
 EJ1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1086.degrees latitude (g = 980.6199 gals.).
 EJ1086
 EJ1086.The modeled gravity was interpolated from observed gravity values.
 EJ1086
 EJ1086;                    North         East    Units  Estimated Accuracy
 EJ1086;SPC AR N     -    70,420.      279,880.      MT  (+/- 180 meters Scaled)
 EJ1086
 EJ1086                          SUPERSEDED SURVEY CONTROL
 EJ1086
 EJ1086  NGVD 29 (??/??/92)  113.860  (m)          373.56   (f) ADJ UNCH    2 0
 EJ1086
 EJ1086.Superseded values are not recommended for survey control.
 EJ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1086.See file dsdata.txt to determine how the superseded data were derived.
 EJ1086
 EJ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU712687(NAD 83)
 EJ1086_MARKER: DB = BENCH MARK DISK
 EJ1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1086_STAMPING: E 102 1935
 EJ1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1086+STABILITY: SURFACE MOTION
 EJ1086
 EJ1086  HISTORY     - Date     Condition        Report By
 EJ1086  HISTORY     - 1935     MONUMENTED       CGS
 EJ1086  HISTORY     - 1965     GOOD             NGS
 EJ1086
 EJ1086                          STATION DESCRIPTION
 EJ1086
 EJ1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1086'IN PLAINVIEW.
 EJ1086'2.2 MILES SOUTH ALONG THE STEVE ROAD FROM THE HIGH SCHOOL AT
 EJ1086'PLAINVIEW, YELL COUNTY, 1.6 MILES SOUTH OF THE JUNCTION OF STATE
 EJ1086'HIGHWAY 28, 1.4 MILES NORTH OF A STEEL BRIDGE OVER FOURCHE RIVER, 0.9
 EJ1086'MILE NORTH OF A STEEL BRIDGE OVER PORTER RIVER, 0.2 MILE SOUTH OF THE
 EJ1086'SUMMIT OF A HILL, 50.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME
 EJ1086'HOUSE, 48.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN, 35.7
 EJ1086'FEET WEST OF THE CENTER LINE OF THE ROAD, AND 4.8 FEET WEST OF A
 EJ1086'NORTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED E 102 1935 AND SET
 EJ1086'IN THE TOP OF A CONCRETE POST.  NOTE-- HOUSE AND BARN GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0830 ***********************************************************************
 EJ0830  DESIGNATION -  E 103 RESET
 EJ0830  PID         -  EJ0830
 EJ0830  STATE/COUNTY-  AR/PERRY
 EJ0830  USGS QUAD   -  APLIN (1984)
 EJ0830
 EJ0830                         *CURRENT SURVEY CONTROL
 EJ0830  ___________________________________________________________________
 EJ0830* NAD 83(1986)-  34 57 22.     (N)    092 59 05.     (W)     SCALED    
 EJ0830* NAVD 88     -        92.68   (meters)     304.1    (feet)  RESET     
 EJ0830  ___________________________________________________________________
 EJ0830  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EJ0830
 EJ0830  VERT ORDER  -  THIRD
 EJ0830
 EJ0830.The horizontal coordinates were scaled from a topographic map and have
 EJ0830.an estimated accuracy of +/- 6 seconds.
 EJ0830
 EJ0830.The orthometric height was computed from unverified reset data.
 EJ0830.No vertical observational check was made to the station.
 EJ0830
 EJ0830.The geoid height was determined by GEOID03.
 EJ0830
 EJ0830;                    North         East    Units  Estimated Accuracy
 EJ0830;SPC AR N     -    69,540.      310,060.      MT  (+/- 180 meters Scaled)
 EJ0830
 EJ0830                          SUPERSEDED SURVEY CONTROL
 EJ0830
 EJ0830  NGVD 29 (??/??/??)   92.68   (m)          304.1    (f) RESET       3  
 EJ0830
 EJ0830.Superseded values are not recommended for survey control.
 EJ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0830.See file dsdata.txt to determine how the superseded data were derived.
 EJ0830
 EJ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU013681(NAD 83)
 EJ0830_MARKER: DB = BENCH MARK DISK
 EJ0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0830_SP_SET: MONUMENT
 EJ0830_STAMPING: E-103 RESET 1965
 EJ0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0830
 EJ0830  HISTORY     - Date     Condition        Report By
 EJ0830  HISTORY     - 1965     MONUMENTED       CGS
 EJ0830
 EJ0830                          STATION DESCRIPTION
 EJ0830
 EJ0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EJ0830'1.1 MI S FROM APLIN.
 EJ0830'1.1 MILE SOUTH OF-- IN NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 4
 EJ0830'NORTH, RANGE 19 WEST.  TO REACH E-103 FROM THE INTERSECTION OF STATE
 EJ0830'HIGHWAYS NOS. 155 AND 60 IN APLIN, ARKANSAS, TAKE STATE HIGHWAY NO.
 EJ0830'155 SOUTH FOR 1.2 MILES TO THE SOUTH END OF CONCRETE BRIDGE OVER
 EJ0830'FOURCHE LA FAVE RIVER AND MARK ON THE LEFT.  MARK IS LOCATED 66.5 FEET
 EJ0830'EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 155, 54.5 FEET EAST OF
 EJ0830'SOUTHEAST END OF BRIDGE OVER FOURCHE LA FAVE RIVER, 29 FEET SOUTH OF
 EJ0830'THE SOUTH EDGE OF THE RIVER BANK, 20 FEET SOUTH-SOUTHEAST OF A 12 INCH
 EJ0830'OAK TREE, 10 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD, AND 1 FOOT
 EJ0830'EAST OF A METAL WITNESS POST.  A USC AND GS CONCRETE MONUMENT WITH
 EJ0830'STANDARD DISK STAMPED E-103 RESET 1965, PROJECTING 6 INCHES ABOVE THE
 EJ0830'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0813 ***********************************************************************
 EJ0813  DESIGNATION -  E 104
 EJ0813  PID         -  EJ0813
 EJ0813  STATE/COUNTY-  AR/GARLAND
 EJ0813  USGS QUAD   -  JESSIEVILLE (1976)
 EJ0813
 EJ0813                         *CURRENT SURVEY CONTROL
 EJ0813  ___________________________________________________________________
 EJ0813* NAD 83(1986)-  34 42 46.     (N)    093 00 16.     (W)     SCALED    
 EJ0813* NAVD 88     -       219.989  (meters)     721.75   (feet)  ADJUSTED  
 EJ0813  ___________________________________________________________________
 EJ0813  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EJ0813  DYNAMIC HT  -         219.774 (meters)     721.04  (feet)  COMP
 EJ0813  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 EJ0813
 EJ0813  VERT ORDER  -  SECOND    CLASS 0
 EJ0813
 EJ0813.The horizontal coordinates were scaled from a topographic map and have
 EJ0813.an estimated accuracy of +/- 6 seconds.
 EJ0813
 EJ0813.The orthometric height was determined by differential leveling
 EJ0813.and adjusted by the National Geodetic Survey in June 1991..
 EJ0813
 EJ0813.The geoid height was determined by GEOID03.
 EJ0813
 EJ0813.The dynamic height is computed by dividing the NAVD 88
 EJ0813.geopotential number by the normal gravity value computed on the
 EJ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0813.degrees latitude (g = 980.6199 gals.).
 EJ0813
 EJ0813.The modeled gravity was interpolated from observed gravity values.
 EJ0813
 EJ0813;                    North         East    Units  Estimated Accuracy
 EJ0813;SPC AR S     -   627,400.      307,990.      MT  (+/- 180 meters Scaled)
 EJ0813
 EJ0813                          SUPERSEDED SURVEY CONTROL
 EJ0813
 EJ0813  NGVD 29 (??/??/92)  219.982  (m)          721.72   (f) ADJ UNCH    2 0
 EJ0813
 EJ0813.Superseded values are not recommended for survey control.
 EJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0813.See file dsdata.txt to determine how the superseded data were derived.
 EJ0813
 EJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU995411(NAD 83)
 EJ0813_MARKER: DB = BENCH MARK DISK
 EJ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0813_STAMPING: E 104 1935
 EJ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0813+STABILITY: SURFACE MOTION
 EJ0813
 EJ0813  HISTORY     - Date     Condition        Report By
 EJ0813  HISTORY     - 1935     MONUMENTED       CGS
 EJ0813  HISTORY     - 1965     GOOD             NGS
 EJ0813  HISTORY     - 19980425 GOOD             USPSQD
 EJ0813
 EJ0813                          STATION DESCRIPTION
 EJ0813
 EJ0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0813'4.1 MI E FROM JESSIEVILLE.
 EJ0813'4.1 MILES EAST ALONG THE BEAUDRY ROAD FROM THE INTERSECTION OF STATE
 EJ0813'HIGHWAY 7 AT JESSIEVILLE, GARLAND COUNTY, 1.9 MILES EAST OF THE E.A.
 EJ0813'NEWKIRK STORE, 0.6 MILE WEST OF THE BEAUDRY POST OFFICE, AT THE
 EJ0813'JUNCTION OF A ROAD LEADING SOUTHEAST, 28.4 FEET SOUTH OF THE CENTER
 EJ0813'LINE OF THE MAIN ROAD, 22.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 EJ0813'ROAD LEADING SOUTHEAST, AND 9.4 FEET EAST OF A 30-INCH BLAZED OAK
 EJ0813'TREE.  A STANDARD DISK, STAMPED E 104 1935 AND SET IN THE TOP OF A
 EJ0813'CONCRETE POST.  NOTE-- OAK GONE.
 EJ0813
 EJ0813                          STATION RECOVERY (1998)
 EJ0813
 EJ0813'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1027 ***********************************************************************
 EJ1027  DESIGNATION -  E 105
 EJ1027  PID         -  EJ1027
 EJ1027  STATE/COUNTY-  AR/GARLAND
 EJ1027  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1027
 EJ1027                         *CURRENT SURVEY CONTROL
 EJ1027  ___________________________________________________________________
 EJ1027* NAD 83(1986)-  34 36 15.     (N)    093 18 34.     (W)     SCALED    
 EJ1027* NAVD 88     -       136.303  (meters)     447.19   (feet)  ADJUSTED  
 EJ1027  ___________________________________________________________________
 EJ1027  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EJ1027  DYNAMIC HT  -         136.168 (meters)     446.74  (feet)  COMP
 EJ1027  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 EJ1027
 EJ1027  VERT ORDER  -  SECOND    CLASS 0
 EJ1027
 EJ1027.The horizontal coordinates were scaled from a topographic map and have
 EJ1027.an estimated accuracy of +/- 6 seconds.
 EJ1027
 EJ1027.The orthometric height was determined by differential leveling
 EJ1027.and adjusted by the National Geodetic Survey in June 1991..
 EJ1027
 EJ1027.The geoid height was determined by GEOID03.
 EJ1027
 EJ1027.The dynamic height is computed by dividing the NAVD 88
 EJ1027.geopotential number by the normal gravity value computed on the
 EJ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1027.degrees latitude (g = 980.6199 gals.).
 EJ1027
 EJ1027.The modeled gravity was interpolated from observed gravity values.
 EJ1027
 EJ1027;                    North         East    Units  Estimated Accuracy
 EJ1027;SPC AR S     -   615,670.      279,900.      MT  (+/- 180 meters Scaled)
 EJ1027
 EJ1027                          SUPERSEDED SURVEY CONTROL
 EJ1027
 EJ1027  NGVD 29 (??/??/92)  136.274  (m)          447.09   (f) ADJ UNCH    2 0
 EJ1027
 EJ1027.Superseded values are not recommended for survey control.
 EJ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1027.See file dsdata.txt to determine how the superseded data were derived.
 EJ1027
 EJ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU716291(NAD 83)
 EJ1027_MARKER: DB = BENCH MARK DISK
 EJ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1027_STAMPING: E 105 1935
 EJ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1027+STABILITY: SURFACE MOTION
 EJ1027
 EJ1027  HISTORY     - Date     Condition        Report By
 EJ1027  HISTORY     - 1935     MONUMENTED       CGS
 EJ1027  HISTORY     - 1939     GOOD             NGS
 EJ1027
 EJ1027                          STATION DESCRIPTION
 EJ1027
 EJ1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1027'IN CEDAR GLADES.
 EJ1027'AT CEDAR GLADES, GARLAND COUNTY, ON THE BUCKVILLE ROAD, 200 FEET
 EJ1027'NORTHEAST OF THE INTERSECTION OF THE CRYSTAL SPRINGS ROAD, 66 FEET
 EJ1027'NORTHEAST OF THE NORTHEAST END OF A LOW-WATER BRIDGE OVER CEDAR GLADES
 EJ1027'CREEK, 21.4 FEET SOUTHEAST OF THE CENTER LINE OF THE BUCKVILLE ROAD,
 EJ1027'AND 7.4 FEET SOUTHEAST OF A WEST FENCE CORNER.  A STANDARD DISK,
 EJ1027'STAMPED E 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1028 ***********************************************************************
 FG1028  DESIGNATION -  E 106
 FG1028  PID         -  FG1028
 FG1028  STATE/COUNTY-  AR/POPE
 FG1028  USGS QUAD   -  DOVER (1993)
 FG1028
 FG1028                         *CURRENT SURVEY CONTROL
 FG1028  ___________________________________________________________________
 FG1028* NAD 83(1986)-  35 26 59.     (N)    093 00 39.     (W)     SCALED    
 FG1028* NAVD 88     -       190.072  (meters)     623.59   (feet)  ADJUSTED  
 FG1028  ___________________________________________________________________
 FG1028  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FG1028  DYNAMIC HT  -         189.894 (meters)     623.01  (feet)  COMP
 FG1028  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 FG1028
 FG1028  VERT ORDER  -  SECOND    CLASS 0
 FG1028
 FG1028.The horizontal coordinates were scaled from a topographic map and have
 FG1028.an estimated accuracy of +/- 6 seconds.
 FG1028
 FG1028.The orthometric height was determined by differential leveling
 FG1028.and adjusted by the National Geodetic Survey in June 1991..
 FG1028
 FG1028.The geoid height was determined by GEOID03.
 FG1028
 FG1028.The dynamic height is computed by dividing the NAVD 88
 FG1028.geopotential number by the normal gravity value computed on the
 FG1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1028.degrees latitude (g = 980.6199 gals.).
 FG1028
 FG1028.The modeled gravity was interpolated from observed gravity values.
 FG1028
 FG1028;                    North         East    Units  Estimated Accuracy
 FG1028;SPC AR N     -   124,330.      308,240.      MT  (+/- 180 meters Scaled)
 FG1028
 FG1028                          SUPERSEDED SURVEY CONTROL
 FG1028
 FG1028  NGVD 29 (??/??/92)  190.036  (m)          623.48   (f) ADJ UNCH    2 0
 FG1028
 FG1028.Superseded values are not recommended for survey control.
 FG1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1028.See file dsdata.txt to determine how the superseded data were derived.
 FG1028
 FG1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV990229(NAD 83)
 FG1028_MARKER: DB = BENCH MARK DISK
 FG1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1028_STAMPING: E 106 1935
 FG1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1028+STABILITY: SURFACE MOTION
 FG1028
 FG1028  HISTORY     - Date     Condition        Report By
 FG1028  HISTORY     - 1935     MONUMENTED       CGS
 FG1028  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FG1028  HISTORY     - 20060125 MARK NOT FOUND   ARHD
 FG1028
 FG1028                          STATION DESCRIPTION
 FG1028
 FG1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1028'2.1 MI E FROM SCOTTSVILLE.
 FG1028'2.1 MILES EAST ALONG STATE HIGHWAY 27 FROM THE CHURCH AT SCOTTSVILLE,
 FG1028'POPE COUNTY, 2.1 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 105, 83
 FG1028'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 43 FEET NORTHEAST OF THE
 FG1028'NORTHEAST CORNER OF THE J.M. ROWLAND FARMHOUSE, 14 1/2 FEET NORTH OF A
 FG1028'CEDAR TREE AND A FENCE, AND 1 1/2 FEET WEST OF A FENCE.  A STANDARD
 FG1028'DISK, STAMPED E 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1028
 FG1028                          STATION RECOVERY (1990)
 FG1028
 FG1028'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 FG1028'MARK NOT FOUND.
 FG1028
 FG1028                          STATION RECOVERY (2006)
 FG1028
 FG1028'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MDP)
 FG1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0800 ***********************************************************************
 FG0800  DESIGNATION -  E 107
 FG0800  PID         -  FG0800
 FG0800  STATE/COUNTY-  AR/NEWTON
 FG0800  USGS QUAD   -  MURRAY (1968)
 FG0800
 FG0800                         *CURRENT SURVEY CONTROL
 FG0800  ___________________________________________________________________
 FG0800* NAD 83(1986)-  35 55 03.     (N)    093 19 02.     (W)     SCALED    
 FG0800* NAVD 88     -       332.195  (meters)    1089.88   (feet)  ADJUSTED  
 FG0800  ___________________________________________________________________
 FG0800  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FG0800  DYNAMIC HT  -         331.881 (meters)    1088.85  (feet)  COMP
 FG0800  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 FG0800
 FG0800  VERT ORDER  -  SECOND    CLASS 0
 FG0800
 FG0800.The horizontal coordinates were scaled from a topographic map and have
 FG0800.an estimated accuracy of +/- 6 seconds.
 FG0800
 FG0800.The orthometric height was determined by differential leveling
 FG0800.and adjusted by the National Geodetic Survey in June 1991..
 FG0800
 FG0800.The geoid height was determined by GEOID03.
 FG0800
 FG0800.The dynamic height is computed by dividing the NAVD 88
 FG0800.geopotential number by the normal gravity value computed on the
 FG0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0800.degrees latitude (g = 980.6199 gals.).
 FG0800
 FG0800.The modeled gravity was interpolated from observed gravity values.
 FG0800
 FG0800;                    North         East    Units  Estimated Accuracy
 FG0800;SPC AR N     -   176,550.      281,120.      MT  (+/- 180 meters Scaled)
 FG0800
 FG0800                          SUPERSEDED SURVEY CONTROL
 FG0800
 FG0800  NGVD 29 (??/??/92)  332.106  (m)         1089.58   (f) ADJ UNCH    2 0
 FG0800
 FG0800.Superseded values are not recommended for survey control.
 FG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0800.See file dsdata.txt to determine how the superseded data were derived.
 FG0800
 FG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV713748(NAD 83)
 FG0800_MARKER: DB = BENCH MARK DISK
 FG0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0800_STAMPING: E 107 1935
 FG0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0800+STABILITY: SURFACE MOTION
 FG0800
 FG0800  HISTORY     - Date     Condition        Report By
 FG0800  HISTORY     - 1935     MONUMENTED       CGS
 FG0800
 FG0800                          STATION DESCRIPTION
 FG0800
 FG0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0800'6.3 MI NE FROM SWAIN.
 FG0800'6.3 MILES NORTHEAST ALONG PARTHENON ROAD FROM THE SCHOOL AT SWAIN,
 FG0800'NEWTON COUNTY, AT MURRAY SCHOOL, 74.3 FEET SOUTH OF THE SOUTH CORNER,
 FG0800'49 FEET EAST OF THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF A 24-INCH
 FG0800'GUM TREE, AND 1 1/2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED E
 FG0800'107 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2144 ***********************************************************************
 EH2144  DESIGNATION -  E 108
 EH2144  PID         -  EH2144
 EH2144  STATE/COUNTY-  AR/LONOKE
 EH2144  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2144
 EH2144                         *CURRENT SURVEY CONTROL
 EH2144  ___________________________________________________________________
 EH2144* NAD 83(1986)-  34 46 58.     (N)    091 47 03.     (W)     SCALED    
 EH2144* NAVD 88     -        65.692  (meters)     215.52   (feet)  ADJUSTED  
 EH2144  ___________________________________________________________________
 EH2144  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH2144  DYNAMIC HT  -          65.630 (meters)     215.32  (feet)  COMP
 EH2144  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 EH2144
 EH2144  VERT ORDER  -  FIRST     CLASS II
 EH2144
 EH2144.The horizontal coordinates were scaled from a topographic map and have
 EH2144.an estimated accuracy of +/- 6 seconds.
 EH2144
 EH2144.The orthometric height was determined by differential leveling
 EH2144.and adjusted by the National Geodetic Survey in June 1991..
 EH2144
 EH2144.The geoid height was determined by GEOID03.
 EH2144
 EH2144.The dynamic height is computed by dividing the NAVD 88
 EH2144.geopotential number by the normal gravity value computed on the
 EH2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2144.degrees latitude (g = 980.6199 gals.).
 EH2144
 EH2144.The modeled gravity was interpolated from observed gravity values.
 EH2144
 EH2144;                    North         East    Units  Estimated Accuracy
 EH2144;SPC AR S     -   634,730.      419,760.      MT  (+/- 180 meters Scaled)
 EH2144
 EH2144                          SUPERSEDED SURVEY CONTROL
 EH2144
 EH2144  NGVD 29 (??/??/??)   65.704  (m)          215.56   (f) ADJUSTED    1 2
 EH2144
 EH2144.Superseded values are not recommended for survey control.
 EH2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2144.See file dsdata.txt to determine how the superseded data were derived.
 EH2144
 EH2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU112496(NAD 83)
 EH2144_MARKER: DB = BENCH MARK DISK
 EH2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2144_STAMPING: E 108 1954
 EH2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2144+STABILITY: SURFACE MOTION
 EH2144
 EH2144  HISTORY     - Date     Condition        Report By
 EH2144  HISTORY     - 1954     MONUMENTED       CGS
 EH2144  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH2144
 EH2144                          STATION DESCRIPTION
 EH2144
 EH2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2144'2.2 MI W FROM CARLISLE.
 EH2144'2.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2144'FROM THE STATION AT CARLISLE, 0.1 MILE EAST OF A PRIVATE ROAD
 EH2144'CROSSING, 3 1/2 POLES EAST OF MILEPOST 105, 45 FEET NORTH OF THE NORTH
 EH2144'RAIL, 9.6 FEET SOUTHEAST OF A POWER POLE, 3 FEET SOUTH OF A FENCE, 2
 EH2144'FEET SOUTHWEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS,
 EH2144'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 EH2144'GROUND.
 EH2144
 EH2144                          STATION RECOVERY (2003)
 EH2144
 EH2144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2129 ***********************************************************************
 EH2129  DESIGNATION -  E 109
 EH2129  PID         -  EH2129
 EH2129  STATE/COUNTY-  AR/LONOKE
 EH2129  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2129
 EH2129                         *CURRENT SURVEY CONTROL
 EH2129  ___________________________________________________________________
 EH2129* NAD 83(1986)-  34 46 18.     (N)    091 50 33.     (W)     SCALED    
 EH2129* NAVD 88     -        69.380  (meters)     227.62   (feet)  ADJUSTED  
 EH2129  ___________________________________________________________________
 EH2129  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH2129  DYNAMIC HT  -          69.315 (meters)     227.41  (feet)  COMP
 EH2129  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 EH2129
 EH2129  VERT ORDER  -  FIRST     CLASS II
 EH2129
 EH2129.The horizontal coordinates were scaled from a topographic map and have
 EH2129.an estimated accuracy of +/- 6 seconds.
 EH2129
 EH2129.The orthometric height was determined by differential leveling
 EH2129.and adjusted by the National Geodetic Survey in June 1991..
 EH2129
 EH2129.The geoid height was determined by GEOID03.
 EH2129
 EH2129.The dynamic height is computed by dividing the NAVD 88
 EH2129.geopotential number by the normal gravity value computed on the
 EH2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2129.degrees latitude (g = 980.6199 gals.).
 EH2129
 EH2129.The modeled gravity was interpolated from observed gravity values.
 EH2129
 EH2129;                    North         East    Units  Estimated Accuracy
 EH2129;SPC AR S     -   633,490.      414,420.      MT  (+/- 180 meters Scaled)
 EH2129
 EH2129                          SUPERSEDED SURVEY CONTROL
 EH2129
 EH2129  NGVD 29 (??/??/??)   69.394  (m)          227.67   (f) ADJUSTED    1 2
 EH2129
 EH2129.Superseded values are not recommended for survey control.
 EH2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2129.See file dsdata.txt to determine how the superseded data were derived.
 EH2129
 EH2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU059483(NAD 83)
 EH2129_MARKER: DB = BENCH MARK DISK
 EH2129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2129_SP_SET: BRIDGE
 EH2129_STAMPING: E 109 1954
 EH2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2129+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2129
 EH2129  HISTORY     - Date     Condition        Report By
 EH2129  HISTORY     - 1954     MONUMENTED       CGS
 EH2129  HISTORY     - 20030610 GOOD             USACE
 EH2129
 EH2129                          STATION DESCRIPTION
 EH2129
 EH2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2129'4.2 MI E FROM LONOKE.
 EH2129'2.9  MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2129'FROM THE STATION AT LONOKE, THENCE 0.4 MILE SOUTH ALONG A GRAVELED
 EH2129'ROAD, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.35 MILE
 EH2129'SOUTH ALONG A GRAVELED ROAD, 11 FEET EAST OF THE CENTER LINE OF THE
 EH2129'ROAD, SET IN THE TOP OF THE SOUTHEAST CONCRETE WINGWALL OF A BRIDGE
 EH2129'OVER OAK BRANCH CREEK.
 EH2129
 EH2129                          STATION RECOVERY (2003)
 EH2129
 EH2129'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1563 ***********************************************************************
 EH1563  DESIGNATION -  E 11
 EH1563  PID         -  EH1563
 EH1563  STATE/COUNTY-  AR/JEFFERSON
 EH1563  USGS QUAD   -  LADD (1975)
 EH1563
 EH1563                         *CURRENT SURVEY CONTROL
 EH1563  ___________________________________________________________________
 EH1563* NAD 83(1986)-  34 13 20.     (N)    091 55 38.     (W)     SCALED    
 EH1563* NAVD 88     -        63.476  (meters)     208.25   (feet)  ADJUSTED  
 EH1563  ___________________________________________________________________
 EH1563  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EH1563  DYNAMIC HT  -          63.414 (meters)     208.05  (feet)  COMP
 EH1563  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 EH1563
 EH1563  VERT ORDER  -  FIRST     CLASS II
 EH1563
 EH1563.The horizontal coordinates were scaled from a topographic map and have
 EH1563.an estimated accuracy of +/- 6 seconds.
 EH1563
 EH1563.The orthometric height was determined by differential leveling
 EH1563.and adjusted by the National Geodetic Survey in June 1991..
 EH1563.WARNING-Repeat measurements at this control monument indicate possible
 EH1563.vertical movement.
 EH1563
 EH1563.The geoid height was determined by GEOID03.
 EH1563
 EH1563.The dynamic height is computed by dividing the NAVD 88
 EH1563.geopotential number by the normal gravity value computed on the
 EH1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1563.degrees latitude (g = 980.6199 gals.).
 EH1563
 EH1563.The modeled gravity was interpolated from observed gravity values.
 EH1563
 EH1563;                    North         East    Units  Estimated Accuracy
 EH1563;SPC AR S     -   572,530.      406,710.      MT  (+/- 180 meters Scaled)
 EH1563
 EH1563                          SUPERSEDED SURVEY CONTROL
 EH1563
 EH1563  NGVD 29 (??/??/??)   63.562  (m)          208.54   (f) ADJUSTED    1 2
 EH1563
 EH1563.Superseded values are not recommended for survey control.
 EH1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1563.See file dsdata.txt to determine how the superseded data were derived.
 EH1563
 EH1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT988873(NAD 83)
 EH1563_MARKER: DB = BENCH MARK DISK
 EH1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1563_STAMPING: 208.425 E 11 1932
 EH1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1563+STABILITY: SURFACE MOTION
 EH1563
 EH1563  HISTORY     - Date     Condition        Report By
 EH1563  HISTORY     - 1932     MONUMENTED       CGS
 EH1563  HISTORY     - 1957     GOOD             CGS
 EH1563  HISTORY     - 1964     POOR             USGS
 EH1563  HISTORY     - 1968     MARK NOT FOUND   USGS
 EH1563  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1563
 EH1563                          STATION DESCRIPTION
 EH1563
 EH1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH1563'4.3 MI SE FROM PINE BLUFF.
 EH1563'4.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 EH1563'STATION AT PINE BLUFF, JEFFERSON COUNTY, AT POLE 392+20, AT A ROAD
 EH1563'CROSSING, 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 16 FEET
 EH1563'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 208.425
 EH1563'E 11 1932 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK TIPPED
 EH1563'AND PARTIALLY BURIED BY SOIL.
 EH1563
 EH1563                          STATION RECOVERY (1964)
 EH1563
 EH1563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1563'MARK RECOVERED IN POOR CONDITION.
 EH1563
 EH1563                          STATION RECOVERY (1968)
 EH1563
 EH1563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EH1563'MARK NOT FOUND.
 EH1563
 EH1563                          STATION RECOVERY (1984)
 EH1563
 EH1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1563'NOT RECOVERED THIS DATE.  BELIEVED TO BE DESTROYED BY FARMING
 EH1563'EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1982 ***********************************************************************
 EH1982  DESIGNATION -  E 110
 EH1982  PID         -  EH1982
 EH1982  STATE/COUNTY-  AR/PRAIRIE
 EH1982  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1982
 EH1982                         *CURRENT SURVEY CONTROL
 EH1982  ___________________________________________________________________
 EH1982* NAD 83(1986)-  34 53 54.     (N)    091 38 23.     (W)     SCALED    
 EH1982* NAVD 88     -        64.362  (meters)     211.16   (feet)  ADJUSTED  
 EH1982  ___________________________________________________________________
 EH1982  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH1982  DYNAMIC HT  -          64.302 (meters)     210.96  (feet)  COMP
 EH1982  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 EH1982
 EH1982  VERT ORDER  -  FIRST     CLASS II
 EH1982
 EH1982.The horizontal coordinates were scaled from a topographic map and have
 EH1982.an estimated accuracy of +/- 6 seconds.
 EH1982
 EH1982.The orthometric height was determined by differential leveling
 EH1982.and adjusted by the National Geodetic Survey in June 1991..
 EH1982
 EH1982.The geoid height was determined by GEOID03.
 EH1982
 EH1982.The dynamic height is computed by dividing the NAVD 88
 EH1982.geopotential number by the normal gravity value computed on the
 EH1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1982.degrees latitude (g = 980.6199 gals.).
 EH1982
 EH1982.The modeled gravity was interpolated from observed gravity values.
 EH1982
 EH1982;                    North         East    Units  Estimated Accuracy
 EH1982;SPC AR S     -   647,590.      432,930.      MT  (+/- 180 meters Scaled)
 EH1982
 EH1982                          SUPERSEDED SURVEY CONTROL
 EH1982
 EH1982  NGVD 29 (??/??/??)   64.369  (m)          211.18   (f) ADJUSTED    1 2
 EH1982
 EH1982.Superseded values are not recommended for survey control.
 EH1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1982.See file dsdata.txt to determine how the superseded data were derived.
 EH1982
 EH1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU242626(NAD 83)
 EH1982_MARKER: DB = BENCH MARK DISK
 EH1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1982_STAMPING: E 110 1954
 EH1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1982+STABILITY: SURFACE MOTION
 EH1982
 EH1982  HISTORY     - Date     Condition        Report By
 EH1982  HISTORY     - 1954     MONUMENTED       CGS
 EH1982  HISTORY     - 19980801 MARK NOT FOUND   NRCS
 EH1982  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1982
 EH1982                          STATION DESCRIPTION
 EH1982
 EH1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1982'13.65 MI NE FROM CARLISLE.
 EH1982'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1982'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 3.5 MILES NORTHEAST
 EH1982'ALONG A CRUSHED ROCK ROAD, THENCE 4.35 MILES EAST ALONG A GRADED DIRT
 EH1982'ROAD, 61 FEET NORTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD, 30
 EH1982'FEET NORTHEAST OF A 24 INCH FORKED OAK TREE, 11 FEET WEST OF A 10 INCH
 EH1982'HICKORY TREE, 24 FEET NORTHWEST OF THE CENTER LINE OF A DIM WOODS
 EH1982'ROAD, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH1982'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 EH1982
 EH1982                          STATION RECOVERY (1998)
 EH1982
 EH1982'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH1982'NOT FOUND.
 EH1982
 EH1982                          STATION RECOVERY (2003)
 EH1982
 EH1982'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1888 ***********************************************************************
 EH1888  DESIGNATION -  E 111
 EH1888  PID         -  EH1888
 EH1888  STATE/COUNTY-  AR/LONOKE
 EH1888  USGS QUAD   -  WATTENSAW (1982)
 EH1888
 EH1888                         *CURRENT SURVEY CONTROL
 EH1888  ___________________________________________________________________
 EH1888* NAD 83(1986)-  34 58 29.     (N)    091 51 22.     (W)     SCALED    
 EH1888* NAVD 88     -        68.464  (meters)     224.62   (feet)  ADJUSTED  
 EH1888  ___________________________________________________________________
 EH1888  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EH1888  DYNAMIC HT  -          68.401 (meters)     224.41  (feet)  COMP
 EH1888  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 EH1888
 EH1888  VERT ORDER  -  FIRST     CLASS II
 EH1888
 EH1888.The horizontal coordinates were scaled from a topographic map and have
 EH1888.an estimated accuracy of +/- 6 seconds.
 EH1888
 EH1888.The orthometric height was determined by differential leveling
 EH1888.and adjusted by the National Geodetic Survey in June 1991..
 EH1888
 EH1888.The geoid height was determined by GEOID03.
 EH1888
 EH1888.The dynamic height is computed by dividing the NAVD 88
 EH1888.geopotential number by the normal gravity value computed on the
 EH1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1888.degrees latitude (g = 980.6199 gals.).
 EH1888
 EH1888.The modeled gravity was interpolated from observed gravity values.
 EH1888
 EH1888;                    North         East    Units  Estimated Accuracy
 EH1888;SPC AR S     -   656,020.      413,140.      MT  (+/- 180 meters Scaled)
 EH1888
 EH1888                          SUPERSEDED SURVEY CONTROL
 EH1888
 EH1888  NGVD 29 (??/??/??)   68.466  (m)          224.63   (f) ADJUSTED    1 2
 EH1888
 EH1888.Superseded values are not recommended for survey control.
 EH1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1888.See file dsdata.txt to determine how the superseded data were derived.
 EH1888
 EH1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU044708(NAD 83)
 EH1888_MARKER: DB = BENCH MARK DISK
 EH1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1888_STAMPING: E 111 1955
 EH1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1888+STABILITY: SURFACE MOTION
 EH1888
 EH1888  HISTORY     - Date     Condition        Report By
 EH1888  HISTORY     - 1955     MONUMENTED       CGS
 EH1888  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1888
 EH1888                          STATION DESCRIPTION
 EH1888
 EH1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1888'7.3 MI W FROM HICKORY PLAINS.
 EH1888'7.3 MILES WEST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH STATE
 EH1888'HIGHWAY 13 AT HICKORY PLAINS, AT THE NORTHWEST CORNER OF A PASTURE, 36
 EH1888'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET EAST OF A FENCE,
 EH1888'5 FEET SOUTH OF A FENCE, 3.5 FEET SOUTH OF A WITNESS POST, SET IN THE
 EH1888'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 EH1888
 EH1888                          STATION RECOVERY (1976)
 EH1888
 EH1888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1603 ***********************************************************************
 EH1603  DESIGNATION -  E 112
 EH1603  PID         -  EH1603
 EH1603  STATE/COUNTY-  AR/LINCOLN
 EH1603  USGS QUAD   -  CADES (1975)
 EH1603
 EH1603                         *CURRENT SURVEY CONTROL
 EH1603  ___________________________________________________________________
 EH1603* NAD 83(1986)-  34 05 47.     (N)    091 34 18.     (W)     SCALED    
 EH1603* NAVD 88     -        56.841  (meters)     186.49   (feet)  ADJUSTED  
 EH1603  ___________________________________________________________________
 EH1603  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EH1603  DYNAMIC HT  -          56.785 (meters)     186.30  (feet)  COMP
 EH1603  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 EH1603
 EH1603  VERT ORDER  -  FIRST     CLASS II
 EH1603
 EH1603.The horizontal coordinates were scaled from a topographic map and have
 EH1603.an estimated accuracy of +/- 6 seconds.
 EH1603
 EH1603.The orthometric height was determined by differential leveling
 EH1603.and adjusted by the National Geodetic Survey in August 1993..
 EH1603
 EH1603.The geoid height was determined by GEOID03.
 EH1603
 EH1603.The dynamic height is computed by dividing the NAVD 88
 EH1603.geopotential number by the normal gravity value computed on the
 EH1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1603.degrees latitude (g = 980.6199 gals.).
 EH1603
 EH1603.The modeled gravity was interpolated from observed gravity values.
 EH1603
 EH1603;                    North         East    Units  Estimated Accuracy
 EH1603;SPC AR S     -   558,660.      439,520.      MT  (+/- 180 meters Scaled)
 EH1603
 EH1603                          SUPERSEDED SURVEY CONTROL
 EH1603
 EH1603  NAVD 88 (06/15/91)   56.868  (m)          186.57   (f) UNKNOWN     1 2
 EH1603  NGVD 29 (??/??/??)   56.924  (m)          186.76   (f) ADJUSTED    1 2
 EH1603
 EH1603.Superseded values are not recommended for survey control.
 EH1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1603.See file dsdata.txt to determine how the superseded data were derived.
 EH1603
 EH1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT317737(NAD 83)
 EH1603_MARKER: DB = BENCH MARK DISK
 EH1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1603_STAMPING: E 112 1954
 EH1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1603+STABILITY: SURFACE MOTION
 EH1603
 EH1603  HISTORY     - Date     Condition        Report By
 EH1603  HISTORY     - 1954     MONUMENTED       CGS
 EH1603  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1603
 EH1603                          STATION DESCRIPTION
 EH1603
 EH1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1603'6.5 MI NE FROM VARNER.
 EH1603'5.2 MILES NORTHEAST ALONG THE ARKANSAS STATE PRISON FARM ROAD FROM THE
 EH1603'MISSOURI PACIFIC RAILROAD STATON SIGN AT VARNER, THENCE 1.3 MILES
 EH1603'NORTHEAST ACROSS A PASTURE, 65 FEET SOUTH OF THE SOUTH BANK OF THE
 EH1603'ARKANSAS RIVER, 9 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS
 EH1603'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 EH1603'THE GROUND.
 EH1603
 EH1603                          STATION RECOVERY (1964)
 EH1603
 EH1603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1659 ***********************************************************************
 EH1659  DESIGNATION -  E 113
 EH1659  PID         -  EH1659
 EH1659  STATE/COUNTY-  AR/ARKANSAS
 EH1659  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1659
 EH1659                         *CURRENT SURVEY CONTROL
 EH1659  ___________________________________________________________________
 EH1659* NAD 83(1986)-  34 26 07.     (N)    091 32 29.     (W)     SCALED    
 EH1659* NAVD 88     -        63.247  (meters)     207.50   (feet)  ADJUSTED  
 EH1659  ___________________________________________________________________
 EH1659  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH1659  DYNAMIC HT  -          63.187 (meters)     207.31  (feet)  COMP
 EH1659  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 EH1659
 EH1659  VERT ORDER  -  FIRST     CLASS II
 EH1659
 EH1659.The horizontal coordinates were scaled from a topographic map and have
 EH1659.an estimated accuracy of +/- 6 seconds.
 EH1659
 EH1659.The orthometric height was determined by differential leveling
 EH1659.and adjusted by the National Geodetic Survey in August 1993..
 EH1659
 EH1659.The geoid height was determined by GEOID03.
 EH1659
 EH1659.The dynamic height is computed by dividing the NAVD 88
 EH1659.geopotential number by the normal gravity value computed on the
 EH1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1659.degrees latitude (g = 980.6199 gals.).
 EH1659
 EH1659.The modeled gravity was interpolated from observed gravity values.
 EH1659
 EH1659;                    North         East    Units  Estimated Accuracy
 EH1659;SPC AR S     -   596,260.      442,150.      MT  (+/- 180 meters Scaled)
 EH1659
 EH1659                          SUPERSEDED SURVEY CONTROL
 EH1659
 EH1659  NAVD 88 (06/15/91)   63.286  (m)          207.63   (f) UNKNOWN     1 2
 EH1659  NGVD 29 (??/??/??)   63.293  (m)          207.65   (f) ADJUSTED    1 2
 EH1659
 EH1659.Superseded values are not recommended for survey control.
 EH1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1659.See file dsdata.txt to determine how the superseded data were derived.
 EH1659
 EH1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU340113(NAD 83)
 EH1659_MARKER: DB = BENCH MARK DISK
 EH1659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1659_SP_SET: CULVERT
 EH1659_STAMPING: E 113 1954
 EH1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1659
 EH1659  HISTORY     - Date     Condition        Report By
 EH1659  HISTORY     - 1954     MONUMENTED       CGS
 EH1659  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 EH1659
 EH1659                          STATION DESCRIPTION
 EH1659
 EH1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1659'4.1 MI S FROM STUTTGART.
 EH1659'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1659'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1659'HIGHWAYS 11 AND 30, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 11, 52
 EH1659'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 18 FEET EAST
 EH1659'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF
 EH1659'THE EAST CONCRETE HEADWALL OF A CONCRETE PIPE CULVERT.
 EH1659
 EH1659                          STATION RECOVERY (1981)
 EH1659
 EH1659'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH1659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2367 ***********************************************************************
 EH2367  DESIGNATION -  E 114
 EH2367  PID         -  EH2367
 EH2367  STATE/COUNTY-  AR/PRAIRIE
 EH2367  USGS QUAD   -  SLOVAK (1994)
 EH2367
 EH2367                         *CURRENT SURVEY CONTROL
 EH2367  ___________________________________________________________________
 EH2367* NAD 83(1997)-  34 39 19.70943(N)    091 35 32.51206(W)     ADJUSTED  
 EH2367* NAVD 88     -        66.530  (meters)     218.27   (feet)  ADJUSTED  
 EH2367  ___________________________________________________________________
 EH2367  X           -    -145,952.807 (meters)                     COMP
 EH2367  Y           -  -5,250,259.539 (meters)                     COMP
 EH2367  Z           -   3,606,515.227 (meters)                     COMP
 EH2367  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 EH2367  ELLIP HEIGHT-          39.80  (meters)          (03/09/05) GPS OBS
 EH2367  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH2367  DYNAMIC HT  -          66.467 (meters)     218.07  (feet)  COMP
 EH2367  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 EH2367
 EH2367  HORZ ORDER  -  FIRST
 EH2367  VERT ORDER  -  FIRST     CLASS II
 EH2367  ELLP ORDER  -  FOURTH    CLASS I
 EH2367
 EH2367.The horizontal coordinates were established by GPS observations
 EH2367.and adjusted by the WOOLPERT CONSULTANTS in March 2005..
 EH2367
 EH2367.The orthometric height was determined by differential leveling
 EH2367.and adjusted by the National Geodetic Survey in June 1991..
 EH2367
 EH2367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2367
 EH2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2367
 EH2367.The ellipsoidal height was determined by GPS observations
 EH2367.and is referenced to NAD 83.
 EH2367
 EH2367.The geoid height was determined by GEOID03.
 EH2367
 EH2367.The dynamic height is computed by dividing the NAVD 88
 EH2367.geopotential number by the normal gravity value computed on the
 EH2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2367.degrees latitude (g = 980.6199 gals.).
 EH2367
 EH2367.The modeled gravity was interpolated from observed gravity values.
 EH2367
 EH2367;                    North         East     Units Scale Factor Converg.
 EH2367;SPC AR S     -   620,663.330   437,366.646   MT  0.99997709   +0 13 41.3
 EH2367;SPC AR S     - 2,036,292.94  1,434,927.07   sFT  0.99997709   +0 13 41.3
 EH2367;UTM  15      - 3,835,738.738   628,989.755   MT  0.99980508   +0 48 02.0
 EH2367
 EH2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2367!SPC AR S     -   0.99999375  x   0.99997709  =   0.99997084
 EH2367!UTM  15      -   0.99999375  x   0.99980508  =   0.99979883
 EH2367
 EH2367                          SUPERSEDED SURVEY CONTROL
 EH2367
 EH2367  NAVD 88 (03/09/05)   66.53   (m)          218.3    (f) LEVELING    3  
 EH2367  NGVD 29 (??/??/??)   66.552  (m)          218.35   (f) ADJUSTED    1 2
 EH2367
 EH2367.Superseded values are not recommended for survey control.
 EH2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2367.See file dsdata.txt to determine how the superseded data were derived.
 EH2367
 EH2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2899035739(NAD 83)
 EH2367_MARKER: DB = BENCH MARK DISK
 EH2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2367_STAMPING: E 114 1954
 EH2367_MARK LOGO: CGS   
 EH2367_PROJECTION: RECESSED 50 CENTIMETERS
 EH2367_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2367+STABILITY: SURFACE MOTION
 EH2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2367+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 EH2367
 EH2367  HISTORY     - Date     Condition        Report By
 EH2367  HISTORY     - 1954     MONUMENTED       CGS
 EH2367  HISTORY     - 20030612 GOOD             USACE
 EH2367  HISTORY     - 20041115 GOOD             WOOLPT
 EH2367
 EH2367                          STATION DESCRIPTION
 EH2367
 EH2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2367'1.5 MI NW FROM SLOVAC.
 EH2367'1.0 MILE WEST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL AT
 EH2367'SLOVAC, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, 42 FEET WEST OF
 EH2367'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 32 FEET SOUTH OF THE CENTER
 EH2367'LINE OF AN EAST AND WEST ROAD, 54 FEET SOUTH OF A POWER POLE, 2 FEET
 EH2367'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH2367'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH2367
 EH2367                          STATION RECOVERY (2003)
 EH2367
 EH2367'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2367'RECOVERED IN GOOD CONDITION.
 EH2367
 EH2367                          STATION RECOVERY (2004)
 EH2367
 EH2367'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 EH2367'THE STATION IS LOCATED APPROXIMATELY 12.45 MI SOUTHEAST OF THE CITY OF
 EH2367'CARLISLE, 12.0 MI WEST-NORTHWEST OF THE COMMUNITY OF ROE, AND 11.0 MI
 EH2367'NORTH-NORTHWEST OF THE CITY OF STUTTGART. LOCATED IN THE SOUTHWEST
 EH2367'QUADRANT OF STATE HIGHWAY 86 WITH BASELINE ROAD.
 EH2367' 
 EH2367'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH US
 EH2367'HIGHWAY 165, APPROXIMATELY 2.6 MI NORTH OF THE CITY OF STUTTGART, GO
 EH2367'NORTH 7.1 MI ON HIGHWAY 63 TO STATE HIGHWAY 86 (KOVECNY ROAD)ON THE
 EH2367'LEFT AND PATTERSON ROAD ON THE RIGHT, TURN LEFT AND GO WEST 2.1 MI ON
 EH2367'HIGHWAY 86 TO THE JUNCTION OF HIGHWAY 86 WITH COUNTY HIGHWAY 45 ON THE
 EH2367'LEFT, STATE HIGHWAY 343 AHEAD AND HIGHWAY 86 ON THE RIGHT, TURN RIGHT
 EH2367'AND GO NORTH 1.0 MI ON HIGHWAY 86 TO THE JUNCTION OF HIGHWAY 86 WITH
 EH2367'BASELINE ROAD AND THE STATION ON THE LEFT. THE STATION IS A STANDARD
 EH2367'3.5-INCH DIAMETER CGS BRONZE BENCH MARK DISK STAMPED --E 114 1954--
 EH2367'SET INTO THE TOP OF A SQUARE 12-INCH CONCRETE POST RECESSED 50 CM
 EH2367'BELOW GROUND AND APPROXIMATELY 1 METER ABOVE HIGHWAY.
 EH2367' 
 EH2367'THE STATION IS 12.8 M (42 FT) WEST OF THE CENTERLINE OF HIGHWAY 86,
 EH2367'9.8 M (32 FT) SOUTH OF THE CENTERLINE OF BASELINE ROAD, AND 16.5 M (54
 EH2367'FT) SOUTH OF UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1406 ***********************************************************************
 EH1406  DESIGNATION -  E 115
 EH1406  PID         -  EH1406
 EH1406  STATE/COUNTY-  AR/ARKANSAS
 EH1406  USGS QUAD   -  ALMYRA (1968)
 EH1406
 EH1406                         *CURRENT SURVEY CONTROL
 EH1406  ___________________________________________________________________
 EH1406* NAD 83(1986)-  34 25 01.     (N)    091 27 10.     (W)     SCALED    
 EH1406* NAVD 88     -        62.672  (meters)     205.62   (feet)  ADJUSTED  
 EH1406  ___________________________________________________________________
 EH1406  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH1406  DYNAMIC HT  -          62.612 (meters)     205.42  (feet)  COMP
 EH1406  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 EH1406
 EH1406  VERT ORDER  -  FIRST     CLASS II
 EH1406
 EH1406.The horizontal coordinates were scaled from a topographic map and have
 EH1406.an estimated accuracy of +/- 6 seconds.
 EH1406
 EH1406.The orthometric height was determined by differential leveling
 EH1406.and adjusted by the National Geodetic Survey in August 1993..
 EH1406
 EH1406.The geoid height was determined by GEOID03.
 EH1406
 EH1406.The dynamic height is computed by dividing the NAVD 88
 EH1406.geopotential number by the normal gravity value computed on the
 EH1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1406.degrees latitude (g = 980.6199 gals.).
 EH1406
 EH1406.The modeled gravity was interpolated from observed gravity values.
 EH1406
 EH1406;                    North         East    Units  Estimated Accuracy
 EH1406;SPC AR S     -   594,260.      450,300.      MT  (+/- 180 meters Scaled)
 EH1406
 EH1406                          SUPERSEDED SURVEY CONTROL
 EH1406
 EH1406  NAVD 88 (06/15/91)   62.724  (m)          205.79   (f) UNKNOWN     1 2
 EH1406  NGVD 29 (??/??/??)   62.728  (m)          205.80   (f) ADJUSTED    1 2
 EH1406
 EH1406.Superseded values are not recommended for survey control.
 EH1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1406.See file dsdata.txt to determine how the superseded data were derived.
 EH1406
 EH1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU421094(NAD 83)
 EH1406_MARKER: DB = BENCH MARK DISK
 EH1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1406_STAMPING: E 115 1954
 EH1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1406+STABILITY: SURFACE MOTION
 EH1406
 EH1406  HISTORY     - Date     Condition        Report By
 EH1406  HISTORY     - 1954     MONUMENTED       CGS
 EH1406
 EH1406                          STATION DESCRIPTION
 EH1406
 EH1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1406'3.1 MI W FROM ALMYRA.
 EH1406'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1406'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 30, THENCE 2.0 MILES WEST
 EH1406'ALONG A GRAVELED ROAD, 110 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EH1406'FARMHOUSE, 30 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 EH1406'15 FEET SOUTHWEST OF A 24 INCH OAK TREE, 13 FEET WEST OF A TELEPHONE
 EH1406'POLE, 8 FEET EAST OF A FENCE CORNER, 13 FEET WEST OF A WITNESS POST,
 EH1406'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1369 ***********************************************************************
 EH1369  DESIGNATION -  E 116
 EH1369  PID         -  EH1369
 EH1369  STATE/COUNTY-  AR/ARKANSAS
 EH1369  USGS QUAD   -  DE WITT SW (1968)
 EH1369
 EH1369                         *CURRENT SURVEY CONTROL
 EH1369  ___________________________________________________________________
 EH1369* NAD 83(1997)-  34 17 49.30629(N)    091 29 33.74426(W)     ADJUSTED  
 EH1369* NAVD 88     -        59.657  (meters)     195.72   (feet)  ADJUSTED  
 EH1369  ___________________________________________________________________
 EH1369  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EH1369  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EH1369  DYNAMIC HT  -          59.599 (meters)     195.53  (feet)  COMP
 EH1369  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EH1369
 EH1369  HORZ ORDER  -  SECOND
 EH1369  VERT ORDER  -  FIRST     CLASS II
 EH1369
 EH1369.The horizontal coordinates were established by classical geodetic methods
 EH1369.and adjusted by the National Geodetic Survey in September 1999..
 EH1369
 EH1369.The orthometric height was determined by differential leveling
 EH1369.and adjusted by the National Geodetic Survey in August 1993..
 EH1369
 EH1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1369
 EH1369.The geoid height was determined by GEOID03.
 EH1369
 EH1369.The dynamic height is computed by dividing the NAVD 88
 EH1369.geopotential number by the normal gravity value computed on the
 EH1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1369.degrees latitude (g = 980.6199 gals.).
 EH1369
 EH1369.The modeled gravity was interpolated from observed gravity values.
 EH1369
 EH1369;                    North         East     Units Scale Factor Converg.
 EH1369;SPC AR S     -   580,943.935   446,698.916   MT  0.99992894   +0 17 02.1
 EH1369;SPC AR S     - 1,905,980.23  1,465,544.69   sFT  0.99992894   +0 17 02.1
 EH1369;UTM  15      - 3,796,119.093   638,714.796   MT  0.99983718   +0 50 58.1
 EH1369
 EH1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1369!SPC AR S     -   0.99999477  x   0.99992894  =   0.99992371
 EH1369!UTM  15      -   0.99999477  x   0.99983718  =   0.99983195
 EH1369
 EH1369                          SUPERSEDED SURVEY CONTROL
 EH1369
 EH1369  NAD 83(1986)-  34 17 49.31392(N)    091 29 33.73880(W) AD(       ) 2
 EH1369  NAD 27      -  34 17 48.95900(N)    091 29 33.29193(W) AD(       ) 2
 EH1369  NAVD 88 (06/15/91)   59.712  (m)          195.91   (f) UNKNOWN     1 2
 EH1369  NGVD 29 (??/??/??)   59.727  (m)          195.95   (f) ADJUSTED    1 2
 EH1369
 EH1369.Superseded values are not recommended for survey control.
 EH1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1369.See file dsdata.txt to determine how the superseded data were derived.
 EH1369
 EH1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3871596119(NAD 83)
 EH1369_MARKER: DB = BENCH MARK DISK
 EH1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1369_STAMPING: E 116 1954
 EH1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1369+STABILITY: SURFACE MOTION
 EH1369
 EH1369  HISTORY     - Date     Condition        Report By
 EH1369  HISTORY     - 1954     MONUMENTED       CGS
 EH1369  HISTORY     - 1965     GOOD             CGS
 EH1369  HISTORY     - 20030521 MARK NOT FOUND   USACE
 EH1369
 EH1369                          STATION DESCRIPTION
 EH1369
 EH1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1369'2.0 MI E FROM LODGE CORNER.
 EH1369'2.0 MILES EAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGE
 EH1369'CORNER, AT A JUNCTION OF STATE HIGHWAYS 11 AND 152, AT A POINT WHERE
 EH1369'STATE HIGHWAY 11 TURNS SOUTH, 87 FEET WEST OF THE CENTER LINE OF STATE
 EH1369'HIGHWAY 11, 61 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 11, 1.8
 EH1369'FEET NORTHEAST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST
 EH1369'WHICH IS FLUSH WITH THE GROUND.
 EH1369
 EH1369                          STATION RECOVERY (1965)
 EH1369
 EH1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 EH1369'SEE STATION FLUMES.
 EH1369
 EH1369                          STATION RECOVERY (2003)
 EH1369
 EH1369'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0888 ***********************************************************************
 DL0888  DESIGNATION -  E 119
 DL0888  PID         -  DL0888
 DL0888  STATE/COUNTY-  AR/LAFAYETTE
 DL0888  USGS QUAD   -  LEWISVILLE (1978)
 DL0888
 DL0888                         *CURRENT SURVEY CONTROL
 DL0888  ___________________________________________________________________
 DL0888* NAD 83(1986)-  33 19 52.     (N)    093 30 03.     (W)     SCALED    
 DL0888* NAVD 88     -        80.827  (meters)     265.18   (feet)  ADJUSTED  
 DL0888  ___________________________________________________________________
 DL0888  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DL0888  DYNAMIC HT  -          80.740 (meters)     264.89  (feet)  COMP
 DL0888  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DL0888
 DL0888  VERT ORDER  -  SECOND    CLASS 0
 DL0888
 DL0888.The horizontal coordinates were scaled from a topographic map and have
 DL0888.an estimated accuracy of +/- 6 seconds.
 DL0888
 DL0888.The orthometric height was determined by differential leveling
 DL0888.and adjusted by the National Geodetic Survey in June 1991..
 DL0888
 DL0888.The geoid height was determined by GEOID03.
 DL0888
 DL0888.The dynamic height is computed by dividing the NAVD 88
 DL0888.geopotential number by the normal gravity value computed on the
 DL0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0888.degrees latitude (g = 980.6199 gals.).
 DL0888
 DL0888.The modeled gravity was interpolated from observed gravity values.
 DL0888
 DL0888;                    North         East    Units  Estimated Accuracy
 DL0888;SPC AR S     -   474,720.      260,270.      MT  (+/- 180 meters Scaled)
 DL0888
 DL0888                          SUPERSEDED SURVEY CONTROL
 DL0888
 DL0888  NGVD 29 (??/??/92)   80.863  (m)          265.30   (f) ADJ UNCH    2 0
 DL0888
 DL0888.Superseded values are not recommended for survey control.
 DL0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0888.See file dsdata.txt to determine how the superseded data were derived.
 DL0888
 DL0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS533881(NAD 83)
 DL0888_MARKER: DB = BENCH MARK DISK
 DL0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0888_STAMPING: E 119 1924
 DL0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0888+STABILITY: SURFACE MOTION
 DL0888
 DL0888  HISTORY     - Date     Condition        Report By
 DL0888  HISTORY     - 1934     MONUMENTED       CGS
 DL0888  HISTORY     - 1963     GOOD             NGS
 DL0888
 DL0888                          STATION DESCRIPTION
 DL0888
 DL0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0888'1.8 MI S FROM STAMPS.
 DL0888'1.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0888'STATION AT STAMPS, LAFAYETTE COUNTY, ABOUT 350 YARDS NORTH OF MILEPOST
 DL0888'25, ABOUT 172 YARDS SOUTH OF A ROAD CROSSING, ABOUT 17 YARDS WEST OF
 DL0888'THE TRACK, AND 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED E 119
 DL0888'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 14 FEET
 DL0888'NORTHWEST OF THE 23RD POLE SOUTH OF MILEPOST 24 AND 2 FEET WEST OF A
 DL0888'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0620 ***********************************************************************
 DL0620  DESIGNATION -  E 120
 DL0620  PID         -  DL0620
 DL0620  STATE/COUNTY-  AR/COLUMBIA
 DL0620  USGS QUAD   -  MAGNOLIA (1968)
 DL0620
 DL0620                         *CURRENT SURVEY CONTROL
 DL0620  ___________________________________________________________________
 DL0620* NAD 83(1986)-  33 19 33.     (N)    093 13 16.     (W)     SCALED    
 DL0620* NAVD 88     -        98.004  (meters)     321.53   (feet)  ADJUSTED  
 DL0620  ___________________________________________________________________
 DL0620  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0620  DYNAMIC HT  -          97.899 (meters)     321.19  (feet)  COMP
 DL0620  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DL0620
 DL0620  VERT ORDER  -  SECOND    CLASS 0
 DL0620
 DL0620.The horizontal coordinates were scaled from a topographic map and have
 DL0620.an estimated accuracy of +/- 6 seconds.
 DL0620
 DL0620.The orthometric height was determined by differential leveling
 DL0620.and adjusted by the National Geodetic Survey in June 1991..
 DL0620
 DL0620.The geoid height was determined by GEOID03.
 DL0620
 DL0620.The dynamic height is computed by dividing the NAVD 88
 DL0620.geopotential number by the normal gravity value computed on the
 DL0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0620.degrees latitude (g = 980.6199 gals.).
 DL0620
 DL0620.The modeled gravity was interpolated from observed gravity values.
 DL0620
 DL0620;                    North         East    Units  Estimated Accuracy
 DL0620;SPC AR S     -   473,790.      286,310.      MT  (+/- 180 meters Scaled)
 DL0620
 DL0620                          SUPERSEDED SURVEY CONTROL
 DL0620
 DL0620  NGVD 29 (??/??/92)   98.035  (m)          321.64   (f) ADJ UNCH    2 0
 DL0620
 DL0620.Superseded values are not recommended for survey control.
 DL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0620.See file dsdata.txt to determine how the superseded data were derived.
 DL0620
 DL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS794874(NAD 83)
 DL0620_MARKER: DB = BENCH MARK DISK
 DL0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0620_STAMPING: E 120 1934
 DL0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0620+STABILITY: SURFACE MOTION
 DL0620
 DL0620  HISTORY     - Date     Condition        Report By
 DL0620  HISTORY     - 1934     MONUMENTED       CGS
 DL0620  HISTORY     - 1960     GOOD             NGS
 DL0620  HISTORY     - 1965     POOR             USGS
 DL0620
 DL0620                          STATION DESCRIPTION
 DL0620
 DL0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0620'1.65 MI S FROM MCNEIL.
 DL0620'ABOUT 1.65 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAIL ROAD
 DL0620'FROM THE ST. LOUIS AND SOUTHWESTERN RAILWAY STATION AT MCNEIL, IN
 DL0620'SECTION 19, T 16 S, R 20 W, 28 FEET EAST OF THE EAST RAIL, 53 FEET
 DL0620'WEST OF THE CENTER LINE OF U.S. HIGHWAY 79, 29 FEET SOUTH OF A POWER
 DL0620'POLE, 3 FEET WEST OF A ROW OF POWER POLES, ABOUT 6 1/2 FEET BELOW THE
 DL0620'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 15 INCHES.
 DL0620
 DL0620                          STATION RECOVERY (1965)
 DL0620
 DL0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0620'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0678 ***********************************************************************
 DL0678  DESIGNATION -  E 121
 DL0678  PID         -  DL0678
 DL0678  STATE/COUNTY-  AR/COLUMBIA
 DL0678  USGS QUAD   -  VILLAGE (1966)
 DL0678
 DL0678                         *CURRENT SURVEY CONTROL
 DL0678  ___________________________________________________________________
 DL0678* NAD 83(1986)-  33 15 53.     (N)    093 04 35.     (W)     SCALED    
 DL0678* NAVD 88     -        80.694  (meters)     264.74   (feet)  ADJUSTED  
 DL0678  ___________________________________________________________________
 DL0678  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DL0678  DYNAMIC HT  -          80.607 (meters)     264.46  (feet)  COMP
 DL0678  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DL0678
 DL0678  VERT ORDER  -  SECOND    CLASS 0
 DL0678
 DL0678.The horizontal coordinates were scaled from a topographic map and have
 DL0678.an estimated accuracy of +/- 6 seconds.
 DL0678
 DL0678.The orthometric height was determined by differential leveling
 DL0678.and adjusted by the National Geodetic Survey in June 1991..
 DL0678
 DL0678.The geoid height was determined by GEOID03.
 DL0678
 DL0678.The dynamic height is computed by dividing the NAVD 88
 DL0678.geopotential number by the normal gravity value computed on the
 DL0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0678.degrees latitude (g = 980.6199 gals.).
 DL0678
 DL0678.The modeled gravity was interpolated from observed gravity values.
 DL0678
 DL0678;                    North         East    Units  Estimated Accuracy
 DL0678;SPC AR S     -   466,860.      299,710.      MT  (+/- 180 meters Scaled)
 DL0678
 DL0678                          SUPERSEDED SURVEY CONTROL
 DL0678
 DL0678  NGVD 29 (??/??/92)   80.737  (m)          264.88   (f) ADJ UNCH    2 0
 DL0678
 DL0678.Superseded values are not recommended for survey control.
 DL0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0678.See file dsdata.txt to determine how the superseded data were derived.
 DL0678
 DL0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS928806(NAD 83)
 DL0678_MARKER: DB = BENCH MARK DISK
 DL0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0678_STAMPING: E 121 1934
 DL0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0678+STABILITY: SURFACE MOTION
 DL0678
 DL0678  HISTORY     - Date     Condition        Report By
 DL0678  HISTORY     - 1934     MONUMENTED       CGS
 DL0678  HISTORY     - 1964     GOOD             NGS
 DL0678  HISTORY     - 1965     GOOD             USGS
 DL0678
 DL0678                          STATION DESCRIPTION
 DL0678
 DL0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0678'1.3 MI W FROM VILLAGE.
 DL0678'TO REACH FROM SURFACED CROSSROADS IN VILLAGE GO WEST ON SURFACED ROAD
 DL0678'FOR 1.3 MILES TO MARK ON RIGHT.  IN THE NORTHEAST ANGLE OF SURFACED
 DL0678'ROAD AND ROAD LEADING NORTH, 53 FEET NORTH OF CENTERLINE OF SURFACED
 DL0678'ROAD, 29 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD AND 18 FEET NORTH
 DL0678'OF A POWERLINE POLE, AND SET IN TOP OF CONCRETE POST.
 DL0678
 DL0678                          STATION RECOVERY (1965)
 DL0678
 DL0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0287 ***********************************************************************
 DL0287  DESIGNATION -  E 122
 DL0287  PID         -  DL0287
 DL0287  STATE/COUNTY-  AR/UNION
 DL0287  USGS QUAD   -  JUNCTION CITY (1981)
 DL0287
 DL0287                         *CURRENT SURVEY CONTROL
 DL0287  ___________________________________________________________________
 DL0287* NAD 83(1986)-  33 05 02.     (N)    092 42 01.     (W)     SCALED    
 DL0287* NAVD 88     -        46.444  (meters)     152.38   (feet)  ADJUSTED  
 DL0287  ___________________________________________________________________
 DL0287  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0287  DYNAMIC HT  -          46.393 (meters)     152.21  (feet)  COMP
 DL0287  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 DL0287
 DL0287  VERT ORDER  -  SECOND    CLASS 0
 DL0287
 DL0287.The horizontal coordinates were scaled from a topographic map and have
 DL0287.an estimated accuracy of +/- 6 seconds.
 DL0287
 DL0287.The orthometric height was determined by differential leveling
 DL0287.and adjusted by the National Geodetic Survey in June 1991..
 DL0287
 DL0287.The geoid height was determined by GEOID03.
 DL0287
 DL0287.The dynamic height is computed by dividing the NAVD 88
 DL0287.geopotential number by the normal gravity value computed on the
 DL0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0287.degrees latitude (g = 980.6199 gals.).
 DL0287
 DL0287.The modeled gravity was interpolated from observed gravity values.
 DL0287
 DL0287;                    North         East    Units  Estimated Accuracy
 DL0287;SPC AR S     -   446,500.      334,620.      MT  (+/- 180 meters Scaled)
 DL0287
 DL0287                          SUPERSEDED SURVEY CONTROL
 DL0287
 DL0287  NGVD 29 (??/??/92)   46.534  (m)          152.67   (f) ADJ UNCH    2 0
 DL0287
 DL0287.Superseded values are not recommended for survey control.
 DL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0287.See file dsdata.txt to determine how the superseded data were derived.
 DL0287
 DL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS279606(NAD 83)
 DL0287_MARKER: DB = BENCH MARK DISK
 DL0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0287_STAMPING: E 122 1934
 DL0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0287+STABILITY: SURFACE MOTION
 DL0287
 DL0287  HISTORY     - Date     Condition        Report By
 DL0287  HISTORY     - 1934     MONUMENTED       CGS
 DL0287  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0287  HISTORY     - 1978     MARK NOT FOUND   USGS
 DL0287
 DL0287                          STATION DESCRIPTION
 DL0287
 DL0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0287'5.7 MI N FROM JUNCTION CITY.
 DL0287'5.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 DL0287'FROM JUNCTION CITY, UNION COUNTY, ABOUT 90 YARDS NORTH OF MILEPOST
 DL0287'111, AT A ROAD CROSSING, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DL0287'43 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 6 FEET WEST OF A
 DL0287'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED E 122 1934 AND
 DL0287'SET IN THE TOP OF A CONCRETE POST.
 DL0287
 DL0287                          STATION RECOVERY (1978)
 DL0287
 DL0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DL0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0211 ***********************************************************************
 FH0211  DESIGNATION -  E 124
 FH0211  PID         -  FH0211
 FH0211  STATE/COUNTY-  AR/SEBASTIAN
 FH0211  USGS QUAD   -  BARLING (1987)
 FH0211
 FH0211                         *CURRENT SURVEY CONTROL
 FH0211  ___________________________________________________________________
 FH0211* NAD 83(1986)-  35 20 28.     (N)    094 22 24.     (W)     SCALED    
 FH0211* NAVD 88     -       140.315  (meters)     460.35   (feet)  ADJUSTED  
 FH0211  ___________________________________________________________________
 FH0211  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FH0211  DYNAMIC HT  -         140.182 (meters)     459.91  (feet)  COMP
 FH0211  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 FH0211
 FH0211  VERT ORDER  -  SECOND    CLASS 0
 FH0211
 FH0211.This mark is at Fort Smith Airport (FSM)
 FH0211
 FH0211.The horizontal coordinates were scaled from a topographic map and have
 FH0211.an estimated accuracy of +/- 6 seconds.
 FH0211
 FH0211.The orthometric height was determined by differential leveling
 FH0211.and adjusted by the National Geodetic Survey in June 1991..
 FH0211
 FH0211.The geoid height was determined by GEOID03.
 FH0211
 FH0211.The dynamic height is computed by dividing the NAVD 88
 FH0211.geopotential number by the normal gravity value computed on the
 FH0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0211.degrees latitude (g = 980.6199 gals.).
 FH0211
 FH0211.The modeled gravity was interpolated from observed gravity values.
 FH0211
 FH0211;                    North         East    Units  Estimated Accuracy
 FH0211;SPC AR N     -   114,400.      184,280.      MT  (+/- 180 meters Scaled)
 FH0211
 FH0211                          SUPERSEDED SURVEY CONTROL
 FH0211
 FH0211  NGVD 29 (??/??/92)  140.211  (m)          460.01   (f) ADJ UNCH    2 0
 FH0211
 FH0211.Superseded values are not recommended for survey control.
 FH0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0211.See file dsdata.txt to determine how the superseded data were derived.
 FH0211
 FH0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV751117(NAD 83)
 FH0211_MARKER: DB = BENCH MARK DISK
 FH0211_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0211+WITH SETTING: PAVEMENT
 FH0211_STAMPING: E-124 1955
 FH0211_MARK LOGO: CGS   
 FH0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0211
 FH0211  HISTORY     - Date     Condition        Report By
 FH0211  HISTORY     - 1955     MONUMENTED       CGS
 FH0211  HISTORY     - 1972     GOOD             NGS
 FH0211  HISTORY     - 1978     GOOD             NGS
 FH0211  HISTORY     - 1984     GOOD             NGS
 FH0211  HISTORY     - 1987     GOOD             USPSQD
 FH0211  HISTORY     - 1988     GOOD             USPSQD
 FH0211  HISTORY     - 1989     GOOD             USPSQD
 FH0211
 FH0211                          STATION DESCRIPTION
 FH0211
 FH0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FH0211'AT FT SMITH MUNICIPAL AIRPORT.
 FH0211'IN THE NATIONAL GUARD SECTION OF THE FT. SMITH MUNICIPAL AIRPORT.
 FH0211'184 FT. NE OF THE N GATE INTO THE NATIONAL GUARD AREA, 731 FT. W
 FH0211'OF THE W (BACK) END OF THE NATIONAL GUARD FIRE HOUSE.  A STANDARD
 FH0211'DISK SET IN TOP OF CONCRETE FOOTING, SUPPORTING MOST SOUTHERLY
 FH0211'OF 6 LEGS ON THE NATIONAL GUARD WATER TANK, STAMPED E-124, 1955.
 FH0211
 FH0211                          STATION RECOVERY (1972)
 FH0211
 FH0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0211'RECOVERED IN GOOD CONDITION.
 FH0211
 FH0211                          STATION RECOVERY (1978)
 FH0211
 FH0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FH0211'RECOVERED IN GOOD CONDITION.
 FH0211
 FH0211                          STATION RECOVERY (1984)
 FH0211
 FH0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0211'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 FH0211'THE MARK IS 0.15 M ABOVE GROUND.
 FH0211
 FH0211                          STATION RECOVERY (1987)
 FH0211
 FH0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0211'RECOVERED IN GOOD CONDITION.
 FH0211
 FH0211                          STATION RECOVERY (1988)
 FH0211
 FH0211'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0211'RECOVERED IN GOOD CONDITION.
 FH0211
 FH0211                          STATION RECOVERY (1989)
 FH0211
 FH0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0683 ***********************************************************************
 FG0683  DESIGNATION -  E 125
 FG0683  PID         -  FG0683
 FG0683  STATE/COUNTY-  AR/VAN BUREN
 FG0683  USGS QUAD   -  TILLY (1980)
 FG0683
 FG0683                         *CURRENT SURVEY CONTROL
 FG0683  ___________________________________________________________________
 FG0683* NAD 83(1986)-  35 39 02.     (N)    092 45 17.     (W)     SCALED    
 FG0683* NAVD 88     -       448.957  (meters)    1472.95   (feet)  ADJUSTED  
 FG0683  ___________________________________________________________________
 FG0683  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0683  DYNAMIC HT  -         448.526 (meters)    1471.54  (feet)  COMP
 FG0683  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 FG0683
 FG0683  VERT ORDER  -  SECOND    CLASS 0
 FG0683
 FG0683.The horizontal coordinates were scaled from a topographic map and have
 FG0683.an estimated accuracy of +/- 6 seconds.
 FG0683
 FG0683.The orthometric height was determined by differential leveling
 FG0683.and adjusted by the National Geodetic Survey in June 1991..
 FG0683
 FG0683.The geoid height was determined by GEOID03.
 FG0683
 FG0683.The dynamic height is computed by dividing the NAVD 88
 FG0683.geopotential number by the normal gravity value computed on the
 FG0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0683.degrees latitude (g = 980.6199 gals.).
 FG0683
 FG0683.The modeled gravity was interpolated from observed gravity values.
 FG0683
 FG0683;                    North         East    Units  Estimated Accuracy
 FG0683;SPC AR N     -   146,400.      331,660.      MT  (+/- 180 meters Scaled)
 FG0683
 FG0683                          SUPERSEDED SURVEY CONTROL
 FG0683
 FG0683  NGVD 29 (??/??/92)  448.884  (m)         1472.71   (f) ADJ UNCH    2 0
 FG0683
 FG0683.Superseded values are not recommended for survey control.
 FG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0683.See file dsdata.txt to determine how the superseded data were derived.
 FG0683
 FG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV222452(NAD 83)
 FG0683_MARKER: DB = BENCH MARK DISK
 FG0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0683_STAMPING: E 125 1935
 FG0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0683+STABILITY: SURFACE MOTION
 FG0683
 FG0683  HISTORY     - Date     Condition        Report By
 FG0683  HISTORY     - 1935     MONUMENTED       CGS
 FG0683  HISTORY     - 1939     GOOD             NGS
 FG0683
 FG0683                          STATION DESCRIPTION
 FG0683
 FG0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0683'9.3 MI E FROM LOST CORNER.
 FG0683'IN VAN BUREN COUNTY, 9.3 MILES EAST ALONG THE ALREAD ROAD FROM THE
 FG0683'JUNCTION OF THE OAK MOUNTAIN ROAD AT LOST CORNER, POPE COUNTY, 4.3
 FG0683'MILES WEST ALONG THE LOST CORNER ROAD FROM THE POST OFFICE AT RUPERT,
 FG0683'0.3 MILE SOUTHEAST OF A FARMHOUSE AT THE TOP OF A HILL, AT A CLEARING
 FG0683'LEADING EAST, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE LOST CORNER
 FG0683'ROAD, 15 FEET SOUTH OF A 20-INCH BLAZED OAK TREE, AND 2 FEET HIGHER
 FG0683'THAN THE ROAD.  A STANDARD DISK, STAMPED E 125 1935 AND SET IN THE TOP
 FG0683'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0762 ***********************************************************************
 FG0762  DESIGNATION -  E 126
 FG0762  PID         -  FG0762
 FG0762  STATE/COUNTY-  AR/POPE
 FG0762  USGS QUAD   -  SIMPSON (1980)
 FG0762
 FG0762                         *CURRENT SURVEY CONTROL
 FG0762  ___________________________________________________________________
 FG0762* NAD 83(1986)-  35 30 57.     (N)    093 01 27.     (W)     SCALED    
 FG0762* NAVD 88     -       166.091  (meters)     544.92   (feet)  ADJUSTED  
 FG0762  ___________________________________________________________________
 FG0762  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FG0762  DYNAMIC HT  -         165.933 (meters)     544.40  (feet)  COMP
 FG0762  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FG0762
 FG0762  VERT ORDER  -  SECOND    CLASS 0
 FG0762
 FG0762.The horizontal coordinates were scaled from a topographic map and have
 FG0762.an estimated accuracy of +/- 6 seconds.
 FG0762
 FG0762.The orthometric height was determined by differential leveling
 FG0762.and adjusted by the National Geodetic Survey in June 1991..
 FG0762
 FG0762.The geoid height was determined by GEOID03.
 FG0762
 FG0762.The dynamic height is computed by dividing the NAVD 88
 FG0762.geopotential number by the normal gravity value computed on the
 FG0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0762.degrees latitude (g = 980.6199 gals.).
 FG0762
 FG0762.The modeled gravity was interpolated from observed gravity values.
 FG0762
 FG0762;                    North         East    Units  Estimated Accuracy
 FG0762;SPC AR N     -   131,670.      307,100.      MT  (+/- 180 meters Scaled)
 FG0762
 FG0762                          SUPERSEDED SURVEY CONTROL
 FG0762
 FG0762  NGVD 29 (??/??/92)  166.043  (m)          544.76   (f) ADJ UNCH    2 0
 FG0762
 FG0762.Superseded values are not recommended for survey control.
 FG0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0762.See file dsdata.txt to determine how the superseded data were derived.
 FG0762
 FG0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV978302(NAD 83)
 FG0762_MARKER: DB = BENCH MARK DISK
 FG0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0762_STAMPING: E 126 1935
 FG0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0762+STABILITY: SURFACE MOTION
 FG0762
 FG0762  HISTORY     - Date     Condition        Report By
 FG0762  HISTORY     - 1935     MONUMENTED       CGS
 FG0762
 FG0762                          STATION DESCRIPTION
 FG0762
 FG0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0762'1.5 MI SE FROM TAG.
 FG0762'1.5 MILES SOUTHEAST ALONG THE SCOTTSVILLE ROAD FROM THE POST OFFICE AT
 FG0762'TAG, POPE COUNTY, 300 FEET SOUTHEAST OF A LARGE SQUARE CHIMNEY, 125
 FG0762'FEET SOUTHEAST OF A SMALL BARN ON THE SOUTHWEST SIDE OF THE ROAD, 25
 FG0762'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 47 FEET NORTH OF A POLE,
 FG0762'37 FEET NORTHEAST OF A FENCE, AND 2 1/2 FEET HIGHER THAN THE ROAD. A
 FG0762'STANDARD DISK, STAMPED E 126 1935 AND SET IN THE TOP OF A CONCRETE
 FG0762'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1047 ***********************************************************************
 FG1047  DESIGNATION -  E 127
 FG1047  PID         -  FG1047
 FG1047  STATE/COUNTY-  AR/POPE
 FG1047  USGS QUAD   -  KNOXVILLE (1993)
 FG1047
 FG1047                         *CURRENT SURVEY CONTROL
 FG1047  ___________________________________________________________________
 FG1047* NAD 83(1986)-  35 25 33.     (N)    093 16 12.     (W)     SCALED    
 FG1047* NAVD 88     -       209.038  (meters)     685.82   (feet)  POSTED    
 FG1047  ___________________________________________________________________
 FG1047  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FG1047  DYNAMIC HT  -         208.840 (meters)     685.17  (feet)  COMP
 FG1047  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 FG1047
 FG1047  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG1047
 FG1047.The horizontal coordinates were scaled from a topographic map and have
 FG1047.an estimated accuracy of +/- 6 seconds.
 FG1047
 FG1047.The orthometric height was determined by differential leveling
 FG1047.and adjusted by the National Geodetic Survey in 1992..
 FG1047.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG1047.rate of 2.1 thru 3.0 mm/km.
 FG1047
 FG1047.The geoid height was determined by GEOID03.
 FG1047
 FG1047.The dynamic height is computed by dividing the NAVD 88
 FG1047.geopotential number by the normal gravity value computed on the
 FG1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1047.degrees latitude (g = 980.6199 gals.).
 FG1047
 FG1047.The modeled gravity was interpolated from observed gravity values.
 FG1047
 FG1047;                    North         East    Units  Estimated Accuracy
 FG1047;SPC AR N     -   121,950.      284,680.      MT  (+/- 180 meters Scaled)
 FG1047
 FG1047                          SUPERSEDED SURVEY CONTROL
 FG1047
 FG1047  NGVD 29 (??/??/92)  209.025  (m)          685.78   (f) ADJ UNCH    2 0
 FG1047
 FG1047.Superseded values are not recommended for survey control.
 FG1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1047.See file dsdata.txt to determine how the superseded data were derived.
 FG1047
 FG1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV754203(NAD 83)
 FG1047_MARKER: DB = BENCH MARK DISK
 FG1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1047_STAMPING: E-127 1935
 FG1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1047+STABILITY: SURFACE MOTION
 FG1047
 FG1047  HISTORY     - Date     Condition        Report By
 FG1047  HISTORY     - 1935     MONUMENTED       CGS
 FG1047  HISTORY     - 1984     GOOD             NGS
 FG1047
 FG1047                          STATION DESCRIPTION
 FG1047
 FG1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1047'1.9 MI W FROM AUGSBURG.
 FG1047'1.9 MILES WEST OF, ALONG LAMAR-DOVER ROAD, FROM LUTHERN CHURCH.  ABOUT
 FG1047'250 FEET NORTHWEST OF E.E. JONES FARM HOUSE.  22 FEET SOUTH OF
 FG1047'CENTERLINE OF LAMAR-DOVER ROAD.  18 FEET SOUTHWEST OF DRIVEWAY TO E.E.
 FG1047'JONES HOUSE.  15 FEET SOUTHEAST OF NORTHEAST CORNER OF PEACH ORCHARD
 FG1047'FENCE.  6.5 FEET NORTHEAST OF ORCHARD FENCE.  TABLET SET IN PRECAST
 FG1047'CONCRETE POST.
 FG1047
 FG1047                          STATION RECOVERY (1984)
 FG1047
 FG1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0878 ***********************************************************************
 FG0878  DESIGNATION -  E 128
 FG0878  PID         -  FG0878
 FG0878  STATE/COUNTY-  AR/JOHNSON
 FG0878  USGS QUAD   -  ROSETTA (1980)
 FG0878
 FG0878                         *CURRENT SURVEY CONTROL
 FG0878  ___________________________________________________________________
 FG0878* NAD 83(1986)-  35 40 34.     (N)    093 18 50.     (W)     SCALED    
 FG0878* NAVD 88     -       508.984  (meters)    1669.89   (feet)  ADJUSTED  
 FG0878  ___________________________________________________________________
 FG0878  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FG0878  DYNAMIC HT  -         508.500 (meters)    1668.30  (feet)  COMP
 FG0878  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 FG0878
 FG0878  VERT ORDER  -  SECOND    CLASS 0
 FG0878
 FG0878.The horizontal coordinates were scaled from a topographic map and have
 FG0878.an estimated accuracy of +/- 6 seconds.
 FG0878
 FG0878.The orthometric height was determined by differential leveling
 FG0878.and adjusted by the National Geodetic Survey in June 1991..
 FG0878
 FG0878.The geoid height was determined by GEOID03.
 FG0878
 FG0878.The dynamic height is computed by dividing the NAVD 88
 FG0878.geopotential number by the normal gravity value computed on the
 FG0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0878.degrees latitude (g = 980.6199 gals.).
 FG0878
 FG0878.The modeled gravity was interpolated from observed gravity values.
 FG0878
 FG0878;                    North         East    Units  Estimated Accuracy
 FG0878;SPC AR N     -   149,760.      281,060.      MT  (+/- 180 meters Scaled)
 FG0878
 FG0878                          SUPERSEDED SURVEY CONTROL
 FG0878
 FG0878  NGVD 29 (??/??/92)  508.929  (m)         1669.71   (f) ADJ UNCH    2 0
 FG0878
 FG0878.Superseded values are not recommended for survey control.
 FG0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0878.See file dsdata.txt to determine how the superseded data were derived.
 FG0878
 FG0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV715480(NAD 83)
 FG0878_MARKER: DB = BENCH MARK DISK
 FG0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0878_STAMPING: E-128 1935
 FG0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0878+STABILITY: SURFACE MOTION
 FG0878
 FG0878  HISTORY     - Date     Condition        Report By
 FG0878  HISTORY     - 1935     MONUMENTED       CGS
 FG0878
 FG0878                          STATION DESCRIPTION
 FG0878
 FG0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0878'4.0 MI SE FROM ROSETTA.
 FG0878'4.0 MILES SOUTHEAST OF, ALONG ROSETTA ROAD, FROM POST OFFICE.  ABOUT
 FG0878'420 FEET SOUTH OF M.P. 4.  38 FEET NORTHEAST OF POINT WHERE DRIVEWAY
 FG0878'TO J.W. WARRENS FARM LEAVES ROAD.  32 FEET EAST OF CENTERLINE OF
 FG0878'ROSETTA ROAD.  25.7 FEET EAST OF EAST END OF STONE CULVERT. 25.2 FEET
 FG0878'SOUTHWEST OF SOUTHWEST CORNER OF PICKET FENCE AROUND RECTANGULAR
 FG0878'GARDEN LOT.  2 FEET NORTHWEST OF RAIL FENCE. TABLET SET IN PRECAST
 FG0878'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1037 ***********************************************************************
 DK1037  DESIGNATION -  E 13
 DK1037  PID         -  DK1037
 DK1037  STATE/COUNTY-  AR/CHICOT
 DK1037  USGS QUAD   -  JEROME (1981)
 DK1037
 DK1037                         *CURRENT SURVEY CONTROL
 DK1037  ___________________________________________________________________
 DK1037* NAD 83(1986)-  33 26 17.     (N)    091 27 10.     (W)     SCALED    
 DK1037* NAVD 88     -        40.862  (meters)     134.06   (feet)  ADJUSTED  
 DK1037  ___________________________________________________________________
 DK1037  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DK1037  DYNAMIC HT  -          40.819 (meters)     133.92  (feet)  COMP
 DK1037  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 DK1037
 DK1037  VERT ORDER  -  FIRST     CLASS II
 DK1037
 DK1037.The horizontal coordinates were scaled from a topographic map and have
 DK1037.an estimated accuracy of +/- 6 seconds.
 DK1037
 DK1037.The orthometric height was determined by differential leveling
 DK1037.and adjusted by the National Geodetic Survey in June 1991..
 DK1037
 DK1037.The geoid height was determined by GEOID03.
 DK1037
 DK1037.The dynamic height is computed by dividing the NAVD 88
 DK1037.geopotential number by the normal gravity value computed on the
 DK1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1037.degrees latitude (g = 980.6199 gals.).
 DK1037
 DK1037.The modeled gravity was interpolated from observed gravity values.
 DK1037
 DK1037;                    North         East    Units  Estimated Accuracy
 DK1037;SPC AR S     -   485,690.      450,880.      MT  (+/- 180 meters Scaled)
 DK1037
 DK1037                          SUPERSEDED SURVEY CONTROL
 DK1037
 DK1037  NGVD 29 (??/??/??)   40.974  (m)          134.43   (f) ADJUSTED    1 2
 DK1037
 DK1037.Superseded values are not recommended for survey control.
 DK1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1037.See file dsdata.txt to determine how the superseded data were derived.
 DK1037
 DK1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT438009(NAD 83)
 DK1037_MARKER: DB = BENCH MARK DISK
 DK1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1037_STAMPING: E 13 1932
 DK1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1037+STABILITY: SURFACE MOTION
 DK1037
 DK1037  HISTORY     - Date     Condition        Report By
 DK1037  HISTORY     - 1932     MONUMENTED       CGS
 DK1037  HISTORY     - 1939     GOOD             CGS
 DK1037  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1037  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1037
 DK1037                          STATION DESCRIPTION
 DK1037
 DK1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1037'0.2 MI N FROM HUBSPETH.
 DK1037'A STANDARD DISC SET IN TOP OF A CONCRETE POST LOCATED ON THE EAST R/W
 DK1037'OF THE MO. PAC. R.R.  90 FEET SOUTH OF THE SOUTH END OF THE SECTION
 DK1037'HOUSE.  30 FEET NORTH OF THE CENTER OF A GRADE CROSSING.  49 FEET EAST
 DK1037'OF THE CENTER OF THE TRACK.  12 FEET NE OF MILE POST 421 - 26.
 DK1037
 DK1037                          STATION RECOVERY (1978)
 DK1037
 DK1037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1037'MARK NOT FOUND.
 DK1037
 DK1037                          STATION RECOVERY (1978)
 DK1037
 DK1037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0374 ***********************************************************************
 GF0374  DESIGNATION -  E 130
 GF0374  PID         -  GF0374
 GF0374  STATE/COUNTY-  AR/NEWTON
 GF0374  USGS QUAD   -  HASTY (1967)
 GF0374
 GF0374                         *CURRENT SURVEY CONTROL
 GF0374  ___________________________________________________________________
 GF0374* NAD 83(1986)-  36 01 20.     (N)    093 02 12.     (W)     SCALED    
 GF0374* NAVD 88     -       397.110  (meters)    1302.85   (feet)  ADJUSTED  
 GF0374  ___________________________________________________________________
 GF0374  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GF0374  DYNAMIC HT  -         396.743 (meters)    1301.65  (feet)  COMP
 GF0374  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 GF0374
 GF0374  VERT ORDER  -  SECOND    CLASS 0
 GF0374
 GF0374.The horizontal coordinates were scaled from a topographic map and have
 GF0374.an estimated accuracy of +/- 6 seconds.
 GF0374
 GF0374.The orthometric height was determined by differential leveling
 GF0374.and adjusted by the National Geodetic Survey in June 1991..
 GF0374
 GF0374.The geoid height was determined by GEOID03.
 GF0374
 GF0374.The dynamic height is computed by dividing the NAVD 88
 GF0374.geopotential number by the normal gravity value computed on the
 GF0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0374.degrees latitude (g = 980.6199 gals.).
 GF0374
 GF0374.The modeled gravity was interpolated from observed gravity values.
 GF0374
 GF0374;                    North         East    Units  Estimated Accuracy
 GF0374;SPC AR N     -   187,860.      306,560.      MT  (+/- 180 meters Scaled)
 GF0374
 GF0374                          SUPERSEDED SURVEY CONTROL
 GF0374
 GF0374  NGVD 29 (??/??/92)  396.994  (m)         1302.47   (f) ADJ UNCH    2 0
 GF0374
 GF0374.Superseded values are not recommended for survey control.
 GF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0374.See file dsdata.txt to determine how the superseded data were derived.
 GF0374
 GF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV966864(NAD 83)
 GF0374_MARKER: DB = BENCH MARK DISK
 GF0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0374_STAMPING: E 130 1935
 GF0374_MARK LOGO: CGS   
 GF0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0374+STABILITY: SURFACE MOTION
 GF0374
 GF0374  HISTORY     - Date     Condition        Report By
 GF0374  HISTORY     - 1935     MONUMENTED       CGS
 GF0374  HISTORY     - 1966     MARK NOT FOUND   USGS
 GF0374  HISTORY     - 20000410 GOOD             BFENG
 GF0374  HISTORY     - 20000414 GOOD             NGS
 GF0374
 GF0374                          STATION DESCRIPTION
 GF0374
 GF0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0374'4.1 MI S FROM YARDELLE.
 GF0374'4.1 MILES SOUTH ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF THE
 GF0374'JASPER ROAD AT YARDELLE, NEWTON COUNTY, 0.2 MILE SOUTHWEST OF THE
 GF0374'MATHIS FARMHOUSE, 39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GF0374'OUTSIDE A CURVE, AT THE CREST OF A SMALL HILL, 32 FEET NORTH
 GF0374'OF THE CENTERLINE OF A ROAD LEADING WEST, AND 17 FEET NORTH OF
 GF0374'A 40-INCH BLACK OAK TREE.  A STANDARD DISK, STAMPED E 130 1935
 GF0374'AND SET IN THE TOP OF A CONCRETE POST.
 GF0374
 GF0374                          STATION RECOVERY (1966)
 GF0374
 GF0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GF0374'MARK NOT FOUND.
 GF0374
 GF0374                          STATION RECOVERY (2000)
 GF0374
 GF0374'RECOVERY NOTE BY B AND F ENGINEERING 2000 (TAW)
 GF0374'FROM THE POST OFFICE IN HASTY, GO NORTH 0.9 MI (1.4 KM) ON HIGHWAY
 GF0374'123.  MONUMENT IS 45 FT (13.7 M) NW OF CENTERLINE HIGHWAY 123 IN A
 GF0374'CURVE TO THE RIGHT.  MONUMENT IS 10 FT (3.0 M) SW OF A WATERVALVE AND
 GF0374'21.5 FT (6.6 M) N OF A 10 INCH RED OAK.  MONUMENT IS 0.75 FT (22.86
 GF0374'CM) ABOVE GROUND IN A PATCH OF TREES AND IN GOOD CONDITION. MONUMENT
 GF0374'IS 51 FT (15.5 M) N OF CENTERLINE DRIVEWAY GOING WEST. STAMPED E-130
 GF0374'1935 USC AND GS CAP.
 GF0374
 GF0374                          STATION RECOVERY (2000)
 GF0374
 GF0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KW)
 GF0374'THE MONUMENT IS IN GOOD CONDITION AND READABLE.  IT WAS PREVIOUSLY
 GF0374'REPORTED AS DESTROYED, WHICH IS NOT THE CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1435 ***********************************************************************
 EJ1435  DESIGNATION -  E 131
 EJ1435  PID         -  EJ1435
 EJ1435  STATE/COUNTY-  AR/MONTGOMERY
 EJ1435  USGS QUAD   -  BIG FORK (1980)
 EJ1435
 EJ1435                         *CURRENT SURVEY CONTROL
 EJ1435  ___________________________________________________________________
 EJ1435* NAD 83(1986)-  34 26 07.     (N)    093 52 45.     (W)     SCALED    
 EJ1435* NAVD 88     -       444.487  (meters)    1458.29   (feet)  ADJUSTED  
 EJ1435  ___________________________________________________________________
 EJ1435  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 EJ1435  DYNAMIC HT  -         444.026 (meters)    1456.78  (feet)  COMP
 EJ1435  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 EJ1435
 EJ1435  VERT ORDER  -  SECOND    CLASS 0
 EJ1435
 EJ1435.The horizontal coordinates were scaled from a topographic map and have
 EJ1435.an estimated accuracy of +/- 6 seconds.
 EJ1435
 EJ1435.The orthometric height was determined by differential leveling
 EJ1435.and adjusted by the National Geodetic Survey in June 1991..
 EJ1435
 EJ1435.The geoid height was determined by GEOID03.
 EJ1435
 EJ1435.The dynamic height is computed by dividing the NAVD 88
 EJ1435.geopotential number by the normal gravity value computed on the
 EJ1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1435.degrees latitude (g = 980.6199 gals.).
 EJ1435
 EJ1435.The modeled gravity was interpolated from observed gravity values.
 EJ1435
 EJ1435;                    North         East    Units  Estimated Accuracy
 EJ1435;SPC AR S     -   597,750.      227,300.      MT  (+/- 180 meters Scaled)
 EJ1435
 EJ1435                          SUPERSEDED SURVEY CONTROL
 EJ1435
 EJ1435  NGVD 29 (??/??/92)  444.426  (m)         1458.09   (f) ADJ UNCH    2 0
 EJ1435
 EJ1435.Superseded values are not recommended for survey control.
 EJ1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1435.See file dsdata.txt to determine how the superseded data were derived.
 EJ1435
 EJ1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU192107(NAD 83)
 EJ1435_MARKER: DB = BENCH MARK DISK
 EJ1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1435_STAMPING: E-131 1935
 EJ1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1435+STABILITY: SURFACE MOTION
 EJ1435
 EJ1435  HISTORY     - Date     Condition        Report By
 EJ1435  HISTORY     - 1935     MONUMENTED       CGS
 EJ1435  HISTORY     - 1961     GOOD             NGS
 EJ1435
 EJ1435                          STATION DESCRIPTION
 EJ1435
 EJ1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1435'2.8 MI S FROM SLATINGTON.
 EJ1435'2.8 MILES SOUTH OF, ALONG CROOKED CREEK ROAD, FROM J.L. COXS
 EJ1435'RESIDENCE.  ABOUT .4 MILE EAST OF JUNCTION OF TRAIL TO SLATINGTON
 EJ1435'TOWER.  83.5 FEET NORTH OF CENTER OF CONCRETE HEADWALL OF CULVERT AT
 EJ1435'SOUTH SIDE OF CROOKED CREEK.  72.5 FEET NORTHWEST OF INTERSECTION OF
 EJ1435'CENTERLINES OF ROAD AND THE CREEK.  6 FEET FROM A BLAZED OAK TREE. .6
 EJ1435'FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EJ1435
 EJ1435                          STATION RECOVERY (1961)
 EJ1435
 EJ1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0176 ***********************************************************************
 EK0176  DESIGNATION -  E 132
 EK0176  PID         -  EK0176
 EK0176  STATE/COUNTY-  AR/HOWARD
 EK0176  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0176
 EK0176                         *CURRENT SURVEY CONTROL
 EK0176  ___________________________________________________________________
 EK0176* NAD 83(1986)-  34 18 45.     (N)    094 10 03.     (W)     SCALED    
 EK0176* NAVD 88     -       199.710  (meters)     655.22   (feet)  ADJUSTED  
 EK0176  ___________________________________________________________________
 EK0176  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 EK0176  DYNAMIC HT  -         199.505 (meters)     654.54  (feet)  COMP
 EK0176  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 EK0176
 EK0176  VERT ORDER  -  SECOND    CLASS 0
 EK0176
 EK0176.The horizontal coordinates were scaled from a topographic map and have
 EK0176.an estimated accuracy of +/- 6 seconds.
 EK0176
 EK0176.The orthometric height was determined by differential leveling
 EK0176.and adjusted by the National Geodetic Survey in June 1991..
 EK0176
 EK0176.The geoid height was determined by GEOID03.
 EK0176
 EK0176.The dynamic height is computed by dividing the NAVD 88
 EK0176.geopotential number by the normal gravity value computed on the
 EK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0176.degrees latitude (g = 980.6199 gals.).
 EK0176
 EK0176.The modeled gravity was interpolated from observed gravity values.
 EK0176
 EK0176;                    North         East    Units  Estimated Accuracy
 EK0176;SPC AR S     -   584,660.      200,520.      MT  (+/- 180 meters Scaled)
 EK0176
 EK0176                          SUPERSEDED SURVEY CONTROL
 EK0176
 EK0176  NGVD 29 (??/??/92)  199.660  (m)          655.05   (f) ADJ UNCH    2 0
 EK0176
 EK0176.Superseded values are not recommended for survey control.
 EK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0176.See file dsdata.txt to determine how the superseded data were derived.
 EK0176
 EK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT925974(NAD 83)
 EK0176_MARKER: DB = BENCH MARK DISK
 EK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0176_STAMPING: E-132 1935
 EK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0176+STABILITY: SURFACE MOTION
 EK0176
 EK0176  HISTORY     - Date     Condition        Report By
 EK0176  HISTORY     - 1935     MONUMENTED       CGS
 EK0176  HISTORY     - 1942     GOOD             NGS
 EK0176  HISTORY     - 1961     GOOD             USGS
 EK0176
 EK0176                          STATION DESCRIPTION
 EK0176
 EK0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0176'IN BAKER SPRINGS.
 EK0176'IN THE TOWN OF, ALONG BAKER SPRINGS ROAD.  88 FEET SOUTH OF
 EK0176'FENCE CORNER AT WEST SIDE OF SAM THOMAS RESIDENCE AT THE SPRINGS,
 EK0176'51 FEET EAST OF THE ROAD CENTERLINE, 1 FT. WEST OF PROPERTY
 EK0176'FENCE LINE, TABLET SET IN PRECAST CONCRETE POST.
 EK0176
 EK0176                          STATION RECOVERY (1942)
 EK0176
 EK0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 EK0176'RECOVERED IN GOOD CONDITION.
 EK0176
 EK0176                          STATION RECOVERY (1961)
 EK0176
 EK0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EK0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1467 ***********************************************************************
 EJ1467  DESIGNATION -  E 134
 EJ1467  PID         -  EJ1467
 EJ1467  STATE/COUNTY-  AR/POLK
 EJ1467  USGS QUAD   -  BIG FORK (1980)
 EJ1467
 EJ1467                         *CURRENT SURVEY CONTROL
 EJ1467  ___________________________________________________________________
 EJ1467* NAD 83(1986)-  34 26 56.     (N)    093 59 39.     (W)     SCALED    
 EJ1467* NAVD 88     -       386.492  (meters)    1268.02   (feet)  ADJUSTED  
 EJ1467  ___________________________________________________________________
 EJ1467  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 EJ1467  DYNAMIC HT  -         386.080 (meters)    1266.66  (feet)  COMP
 EJ1467  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 EJ1467
 EJ1467  VERT ORDER  -  SECOND    CLASS 0
 EJ1467
 EJ1467.The horizontal coordinates were scaled from a topographic map and have
 EJ1467.an estimated accuracy of +/- 6 seconds.
 EJ1467
 EJ1467.The orthometric height was determined by differential leveling
 EJ1467.and adjusted by the National Geodetic Survey in June 1991..
 EJ1467
 EJ1467.The geoid height was determined by GEOID03.
 EJ1467
 EJ1467.The dynamic height is computed by dividing the NAVD 88
 EJ1467.geopotential number by the normal gravity value computed on the
 EJ1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1467.degrees latitude (g = 980.6199 gals.).
 EJ1467
 EJ1467.The modeled gravity was interpolated from observed gravity values.
 EJ1467
 EJ1467;                    North         East    Units  Estimated Accuracy
 EJ1467;SPC AR S     -   599,460.      216,770.      MT  (+/- 180 meters Scaled)
 EJ1467
 EJ1467                          SUPERSEDED SURVEY CONTROL
 EJ1467
 EJ1467  NGVD 29 (??/??/92)  386.418  (m)         1267.77   (f) ADJ UNCH    2 0
 EJ1467
 EJ1467.Superseded values are not recommended for survey control.
 EJ1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1467.See file dsdata.txt to determine how the superseded data were derived.
 EJ1467
 EJ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU086123(NAD 83)
 EJ1467_MARKER: DB = BENCH MARK DISK
 EJ1467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1467_SP_SET: BRIDGE
 EJ1467_STAMPING: E 134 1935
 EJ1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1467
 EJ1467  HISTORY     - Date     Condition        Report By
 EJ1467  HISTORY     - 1935     MONUMENTED       CGS
 EJ1467  HISTORY     - 1961     GOOD             NGS
 EJ1467
 EJ1467                          STATION DESCRIPTION
 EJ1467
 EJ1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1467'4.4 MI S FROM BIG FORK.
 EJ1467'1.4 MILES SE ALONG ST HWY 8 FROM THE BUTCHERKNIFE CREEK BRIDGE AT BIG
 EJ1467'FORK, POLK COUNTY, THENCE 2.9 MILES SW ALONG THE BIG FORK-ATHENS RD,
 EJ1467'1.7 MILES E OF THE JUNCTION OF A ROAD LEADING NORTH TO HEATH VALLEY,
 EJ1467'AT THE SECOND CONCRETE BRIDGE EAST OF THE JUNCTION AND OVER BIG FORK
 EJ1467'CREEK, AND IN THE TOP OF THE NW WING WALL.  A STANDARD DISK STAMPED E
 EJ1467'134 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1528 ***********************************************************************
 EJ1528  DESIGNATION -  E 135
 EJ1528  PID         -  EJ1528
 EJ1528  STATE/COUNTY-  AR/MONTGOMERY
 EJ1528  USGS QUAD   -  ODEN (1985)
 EJ1528
 EJ1528                         *CURRENT SURVEY CONTROL
 EJ1528  ___________________________________________________________________
 EJ1528* NAD 83(1986)-  34 31 07.     (N)    093 49 30.     (W)     SCALED    
 EJ1528* NAVD 88     -       282.015  (meters)     925.24   (feet)  ADJUSTED  
 EJ1528  ___________________________________________________________________
 EJ1528  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EJ1528  DYNAMIC HT  -         281.724 (meters)     924.29  (feet)  COMP
 EJ1528  MODELED GRAV-     979,597.9   (mgal)                       NAVD 88
 EJ1528
 EJ1528  VERT ORDER  -  SECOND    CLASS 0
 EJ1528
 EJ1528.The horizontal coordinates were scaled from a topographic map and have
 EJ1528.an estimated accuracy of +/- 6 seconds.
 EJ1528
 EJ1528.The orthometric height was determined by differential leveling
 EJ1528.and adjusted by the National Geodetic Survey in June 1991..
 EJ1528
 EJ1528.The geoid height was determined by GEOID03.
 EJ1528
 EJ1528.The dynamic height is computed by dividing the NAVD 88
 EJ1528.geopotential number by the normal gravity value computed on the
 EJ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1528.degrees latitude (g = 980.6199 gals.).
 EJ1528
 EJ1528.The modeled gravity was interpolated from observed gravity values.
 EJ1528
 EJ1528;                    North         East    Units  Estimated Accuracy
 EJ1528;SPC AR S     -   606,900.      232,450.      MT  (+/- 180 meters Scaled)
 EJ1528
 EJ1528                          SUPERSEDED SURVEY CONTROL
 EJ1528
 EJ1528  NGVD 29 (??/??/92)  281.954  (m)          925.04   (f) ADJ UNCH    2 0
 EJ1528
 EJ1528.Superseded values are not recommended for survey control.
 EJ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1528.See file dsdata.txt to determine how the superseded data were derived.
 EJ1528
 EJ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU242199(NAD 83)
 EJ1528_MARKER: DB = BENCH MARK DISK
 EJ1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1528_STAMPING: E 135 1935
 EJ1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1528+STABILITY: SURFACE MOTION
 EJ1528
 EJ1528  HISTORY     - Date     Condition        Report By
 EJ1528  HISTORY     - 1935     MONUMENTED       CGS
 EJ1528  HISTORY     - 1961     GOOD             NGS
 EJ1528
 EJ1528                          STATION DESCRIPTION
 EJ1528
 EJ1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1528'11.0 MI NW FROM NORMAN.
 EJ1528'MARK RECOVERED IN ABOUT 1.7 MILES EAST OF THE ALF ROAD, ABOUT 100 FEET
 EJ1528'NORTHWEST OF A T-INTERSECTION, ABOUT 60 FEET NORTHWEST OF THE NORTH
 EJ1528'END OF A ROUND CONCRETE CULVERT AND 32 FEET NORTH OF THE CENTERLINE OF
 EJ1528'THE ROAD.  NW 1/4 SEC. 6, T. 3 S., R. 26 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1126 ***********************************************************************
 EJ1126  DESIGNATION -  E 137
 EJ1126  PID         -  EJ1126
 EJ1126  STATE/COUNTY-  AR/CLARK
 EJ1126  USGS QUAD   -  POINT CEDAR (1976)
 EJ1126
 EJ1126                         *CURRENT SURVEY CONTROL
 EJ1126  ___________________________________________________________________
 EJ1126* NAD 83(1986)-  34 19 48.     (N)    093 21 12.     (W)     SCALED    
 EJ1126* NAVD 88     -       188.222  (meters)     617.52   (feet)  ADJUSTED  
 EJ1126  ___________________________________________________________________
 EJ1126  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EJ1126  DYNAMIC HT  -         188.032 (meters)     616.90  (feet)  COMP
 EJ1126  MODELED GRAV-     979,624.4   (mgal)                       NAVD 88
 EJ1126
 EJ1126  VERT ORDER  -  SECOND    CLASS 0
 EJ1126
 EJ1126.The horizontal coordinates were scaled from a topographic map and have
 EJ1126.an estimated accuracy of +/- 6 seconds.
 EJ1126
 EJ1126.The orthometric height was determined by differential leveling
 EJ1126.and adjusted by the National Geodetic Survey in June 1991..
 EJ1126
 EJ1126.The geoid height was determined by GEOID03.
 EJ1126
 EJ1126.The dynamic height is computed by dividing the NAVD 88
 EJ1126.geopotential number by the normal gravity value computed on the
 EJ1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1126.degrees latitude (g = 980.6199 gals.).
 EJ1126
 EJ1126.The modeled gravity was interpolated from observed gravity values.
 EJ1126
 EJ1126;                    North         East    Units  Estimated Accuracy
 EJ1126;SPC AR S     -   585,310.      275,470.      MT  (+/- 180 meters Scaled)
 EJ1126
 EJ1126                          SUPERSEDED SURVEY CONTROL
 EJ1126
 EJ1126  NGVD 29 (??/??/92)  188.211  (m)          617.49   (f) ADJ UNCH    2 0
 EJ1126
 EJ1126.Superseded values are not recommended for survey control.
 EJ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1126.See file dsdata.txt to determine how the superseded data were derived.
 EJ1126
 EJ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT674988(NAD 83)
 EJ1126_MARKER: DB = BENCH MARK DISK
 EJ1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1126_STAMPING: E 137 1935
 EJ1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1126+STABILITY: SURFACE MOTION
 EJ1126
 EJ1126  HISTORY     - Date     Condition        Report By
 EJ1126  HISTORY     - 1935     MONUMENTED       CGS
 EJ1126
 EJ1126                          STATION DESCRIPTION
 EJ1126
 EJ1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1126'2.7 MI W FROM POINT CEDAR.
 EJ1126'IN CLARK COUNTY, 2.7 MILES WEST ALONG THE AMITY-BISMARCK ROAD FROM THE
 EJ1126'CHURCH AT POINT CEDAR, HOT SPRINGS COUNTY, 0.4 MILE WEST OF AN
 EJ1126'ABANDONED FARMHOUSE, 0.2 MILE EAST OF THE JUNCTION OF A TRAIL LEADING
 EJ1126'SOUTH, 270 FEET WEST OF A SMALL WOODEN BRIDGE AT THE JUNCTION OF A DIM
 EJ1126'ROAD LEADING NORTH, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 9
 EJ1126'FEET EAST OF A 14-INCH BLAZED PINE TREE.  A STANDARD DISK, STAMPED E
 EJ1126'137 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1208 ***********************************************************************
 EJ1208  DESIGNATION -  E 138
 EJ1208  PID         -  EJ1208
 EJ1208  STATE/COUNTY-  AR/CLARK
 EJ1208  USGS QUAD   -  CHALYBEATE MTN EAST (1975)
 EJ1208
 EJ1208                         *CURRENT SURVEY CONTROL
 EJ1208  ___________________________________________________________________
 EJ1208* NAD 83(1986)-  34 10 43.     (N)    093 20 24.     (W)     SCALED    
 EJ1208* NAVD 88     -       115.431  (meters)     378.71   (feet)  ADJUSTED  
 EJ1208  ___________________________________________________________________
 EJ1208  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EJ1208  DYNAMIC HT  -         115.315 (meters)     378.33  (feet)  COMP
 EJ1208  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 EJ1208
 EJ1208  VERT ORDER  -  SECOND    CLASS 0
 EJ1208
 EJ1208.The horizontal coordinates were scaled from a topographic map and have
 EJ1208.an estimated accuracy of +/- 6 seconds.
 EJ1208
 EJ1208.The orthometric height was determined by differential leveling
 EJ1208.and adjusted by the National Geodetic Survey in June 1991..
 EJ1208
 EJ1208.The geoid height was determined by GEOID03.
 EJ1208
 EJ1208.The dynamic height is computed by dividing the NAVD 88
 EJ1208.geopotential number by the normal gravity value computed on the
 EJ1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1208.degrees latitude (g = 980.6199 gals.).
 EJ1208
 EJ1208.The modeled gravity was interpolated from observed gravity values.
 EJ1208
 EJ1208;                    North         East    Units  Estimated Accuracy
 EJ1208;SPC AR S     -   568,500.      276,480.      MT  (+/- 180 meters Scaled)
 EJ1208
 EJ1208                          SUPERSEDED SURVEY CONTROL
 EJ1208
 EJ1208  NGVD 29 (??/??/92)  115.431  (m)          378.71   (f) ADJ UNCH    2 0
 EJ1208
 EJ1208.Superseded values are not recommended for survey control.
 EJ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1208.See file dsdata.txt to determine how the superseded data were derived.
 EJ1208
 EJ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT686820(NAD 83)
 EJ1208_MARKER: DB = BENCH MARK DISK
 EJ1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1208_STAMPING: E 138 1935
 EJ1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1208+STABILITY: SURFACE MOTION
 EJ1208
 EJ1208  HISTORY     - Date     Condition        Report By
 EJ1208  HISTORY     - 1935     MONUMENTED       CGS
 EJ1208  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1208
 EJ1208                          STATION DESCRIPTION
 EJ1208
 EJ1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1208'8 MI NE FROM GRAYSONIA.
 EJ1208'ABOUT 8 MILES NORTHEAST ALONG GRAYSONIA ROAD FROM THE MISSOURI PACIFIC
 EJ1208'RAILROAD STATION AT GRAYSONIA, 2.0 MILES SOUTHWEST OF THE JUNCTION
 EJ1208'WITH STATE HIGHWAY 8, 47 FEET WEST OF THE SOUTHWEST CORNER OF A BRIDGE
 EJ1208'OVER TERRE NOIRE CREEK, 32 FEET NORTHWEST OF THE CENTERLINE OF THE
 EJ1208'ROAD, AND 12.3 FEET NORTHWEST OF A 28-INCH BLAZED OAK TREE. A STANDARD
 EJ1208'DISK, STAMPED E 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1208
 EJ1208                          STATION RECOVERY (1975)
 EJ1208
 EJ1208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0727 ***********************************************************************
 EJ0727  DESIGNATION -  E 139
 EJ0727  PID         -  EJ0727
 EJ0727  STATE/COUNTY-  AR/HOT SPRING
 EJ0727  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0727
 EJ0727                         *CURRENT SURVEY CONTROL
 EJ0727  ___________________________________________________________________
 EJ0727* NAD 83(1986)-  34 20 08.     (N)    092 54 53.     (W)     SCALED    
 EJ0727* NAVD 88     -       106.030  (meters)     347.87   (feet)  ADJUSTED  
 EJ0727  ___________________________________________________________________
 EJ0727  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EJ0727  DYNAMIC HT  -         105.928 (meters)     347.53  (feet)  COMP
 EJ0727  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 EJ0727
 EJ0727  VERT ORDER  -  SECOND    CLASS 0
 EJ0727
 EJ0727.The horizontal coordinates were scaled from a topographic map and have
 EJ0727.an estimated accuracy of +/- 6 seconds.
 EJ0727
 EJ0727.The orthometric height was determined by differential leveling
 EJ0727.and adjusted by the National Geodetic Survey in June 1991..
 EJ0727
 EJ0727.The geoid height was determined by GEOID03.
 EJ0727
 EJ0727.The dynamic height is computed by dividing the NAVD 88
 EJ0727.geopotential number by the normal gravity value computed on the
 EJ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0727.degrees latitude (g = 980.6199 gals.).
 EJ0727
 EJ0727.The modeled gravity was interpolated from observed gravity values.
 EJ0727
 EJ0727;                    North         East    Units  Estimated Accuracy
 EJ0727;SPC AR S     -   585,480.      315,830.      MT  (+/- 180 meters Scaled)
 EJ0727
 EJ0727                          SUPERSEDED SURVEY CONTROL
 EJ0727
 EJ0727  NGVD 29 (??/??/92)  106.038  (m)          347.89   (f) ADJ UNCH    2 0
 EJ0727
 EJ0727.Superseded values are not recommended for survey control.
 EJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0727.See file dsdata.txt to determine how the superseded data were derived.
 EJ0727
 EJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT078993(NAD 83)
 EJ0727_MARKER: DB = BENCH MARK DISK
 EJ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0727_STAMPING: E 139 1935
 EJ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0727+STABILITY: SURFACE MOTION
 EJ0727
 EJ0727  HISTORY     - Date     Condition        Report By
 EJ0727  HISTORY     - 1935     MONUMENTED       CGS
 EJ0727
 EJ0727                          STATION DESCRIPTION
 EJ0727
 EJ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0727'IN SOCIAL HILL.
 EJ0727'AT SOCIAL HILL, HOT SPRING  COUNTY, 0.7 MILE SOUTHWEST ALONG STATE
 EJ0727'HIGHWAY 84 FROM BLAKLEY CREEK, 160 FEET NORTH OF THE JUNCTION OF THE
 EJ0727'DONALDSON ROAD, 75 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET
 EJ0727'NORTH OF A GATE TO THE R. J. HODGES RESIDENCE, AND 1 FOOT EAST OF THE
 EJ0727'FENCE.  A STANDARD DISK, STAMPED E 139 1935 AND SET IN THE TOP OF A
 EJ0727'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0713 ***********************************************************************
 EJ0713  DESIGNATION -  E 140
 EJ0713  PID         -  EJ0713
 EJ0713  STATE/COUNTY-  AR/GARLAND
 EJ0713  USGS QUAD   -  LAKE CATHERINE (1978)
 EJ0713
 EJ0713                         *CURRENT SURVEY CONTROL
 EJ0713  ___________________________________________________________________
 EJ0713* NAD 83(1986)-  34 27 47.     (N)    092 55 56.     (W)     SCALED    
 EJ0713* NAVD 88     -       122.711  (meters)     402.59   (feet)  ADJUSTED  
 EJ0713  ___________________________________________________________________
 EJ0713  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EJ0713  DYNAMIC HT  -         122.594 (meters)     402.21  (feet)  COMP
 EJ0713  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 EJ0713
 EJ0713  VERT ORDER  -  SECOND    CLASS 0
 EJ0713
 EJ0713.The horizontal coordinates were scaled from a topographic map and have
 EJ0713.an estimated accuracy of +/- 6 seconds.
 EJ0713
 EJ0713.The orthometric height was determined by differential leveling
 EJ0713.and adjusted by the National Geodetic Survey in June 1991..
 EJ0713
 EJ0713.The geoid height was determined by GEOID03.
 EJ0713
 EJ0713.The dynamic height is computed by dividing the NAVD 88
 EJ0713.geopotential number by the normal gravity value computed on the
 EJ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0713.degrees latitude (g = 980.6199 gals.).
 EJ0713
 EJ0713.The modeled gravity was interpolated from observed gravity values.
 EJ0713
 EJ0713;                    North         East    Units  Estimated Accuracy
 EJ0713;SPC AR S     -   599,630.      314,350.      MT  (+/- 180 meters Scaled)
 EJ0713
 EJ0713                          SUPERSEDED SURVEY CONTROL
 EJ0713
 EJ0713  NGVD 29 (??/??/92)  122.712  (m)          402.60   (f) ADJ UNCH    2 0
 EJ0713
 EJ0713.Superseded values are not recommended for survey control.
 EJ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0713.See file dsdata.txt to determine how the superseded data were derived.
 EJ0713
 EJ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU062135(NAD 83)
 EJ0713_MARKER: DB = BENCH MARK DISK
 EJ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0713_STAMPING: E 140 1935
 EJ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0713+STABILITY: SURFACE MOTION
 EJ0713
 EJ0713  HISTORY     - Date     Condition        Report By
 EJ0713  HISTORY     - 1935     MONUMENTED       CGS
 EJ0713
 EJ0713                          STATION DESCRIPTION
 EJ0713
 EJ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0713'8.9 MI SE FROM HOT SPRING.
 EJ0713'8.9 MILES SOUTHEAST OF, ALONG U. S. HIGHWAY NO. 270 AND STATE HIGHWAY
 EJ0713'NO. 6 FROM POST OFFICE.  ABOUT 1.0 MILE WEST OF THE GARLAND-HOT
 EJ0713'SPRINGS COUNTY LINE.  AT JUNCTION OF A ROAD SOUTH TO MCGILLS CAMP ON
 EJ0713'LAKE CATHERINE.  ABOUT 105 FEET EAST OF INTERSECTION OF CENTERLINES OF
 EJ0713'ROADS AT JOHN MONCANS FILLING STATION.  34 FEET SOUTHEAST OF THE
 EJ0713'HIGHWAY CENTERLINE.  1 FOOT NORTHWEST OF PROPERTY-LINE FENCE.  TABLET
 EJ0713'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1492 ***********************************************************************
 FG1492  DESIGNATION -  E 141
 FG1492  PID         -  FG1492
 FG1492  STATE/COUNTY-  AR/FRANKLIN
 FG1492  USGS QUAD   -  HUNT (1963)
 FG1492
 FG1492                         *CURRENT SURVEY CONTROL
 FG1492  ___________________________________________________________________
 FG1492* NAD 83(1986)-  35 35 26.     (N)    093 43 24.     (W)     SCALED    
 FG1492* NAVD 88     -       516.002  (meters)    1692.92   (feet)  ADJUSTED  
 FG1492  ___________________________________________________________________
 FG1492  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FG1492  DYNAMIC HT  -         515.505 (meters)    1691.29  (feet)  COMP
 FG1492  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 FG1492
 FG1492  VERT ORDER  -  SECOND    CLASS 0
 FG1492
 FG1492.The horizontal coordinates were scaled from a topographic map and have
 FG1492.an estimated accuracy of +/- 6 seconds.
 FG1492
 FG1492.The orthometric height was determined by differential leveling
 FG1492.and adjusted by the National Geodetic Survey in June 1991..
 FG1492
 FG1492.The geoid height was determined by GEOID03.
 FG1492
 FG1492.The dynamic height is computed by dividing the NAVD 88
 FG1492.geopotential number by the normal gravity value computed on the
 FG1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1492.degrees latitude (g = 980.6199 gals.).
 FG1492
 FG1492.The modeled gravity was interpolated from observed gravity values.
 FG1492
 FG1492;                    North         East    Units  Estimated Accuracy
 FG1492;SPC AR N     -   140,850.      243,840.      MT  (+/- 180 meters Scaled)
 FG1492
 FG1492                          SUPERSEDED SURVEY CONTROL
 FG1492
 FG1492  NGVD 29 (??/??/92)  515.926  (m)         1692.67   (f) ADJ UNCH    2 0
 FG1492
 FG1492.Superseded values are not recommended for survey control.
 FG1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1492.See file dsdata.txt to determine how the superseded data were derived.
 FG1492
 FG1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV344387(NAD 83)
 FG1492_MARKER: DB = BENCH MARK DISK
 FG1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1492_STAMPING: E 141 1935
 FG1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1492+STABILITY: SURFACE MOTION
 FG1492
 FG1492  HISTORY     - Date     Condition        Report By
 FG1492  HISTORY     - 1935     MONUMENTED       CGS
 FG1492  HISTORY     - 1959     GOOD             NGS
 FG1492
 FG1492                          STATION DESCRIPTION
 FG1492
 FG1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1492'9.3 MI SE FROM TAFT.
 FG1492'MARK IS LOCATED ABOUT 0.75 MILE EAST OF A ROAD FORK FORMERLY KNOWN AS
 FG1492'MOUNTAIN TOP, 0.2 MILES EAST OF A LANE LEADING NORTH TO MR. W. F.
 FG1492'SNOWS FARMHOUSE, SOUTHEAST ACROSS THE ROAD FROM AN OLD ABANDONED
 FG1492'HOUSE, SOUTH ACROSS THE ROAD FROM THE FIRST POWER LINE POLE EAST OF
 FG1492'THE OLD HOUSE, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND JUST
 FG1492'NORTH OF A FENCE LINE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FG1492'POST.  STAMPED E 141 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1426 ***********************************************************************
 FG1426  DESIGNATION -  E 142
 FG1426  PID         -  FG1426
 FG1426  STATE/COUNTY-  AR/FRANKLIN
 FG1426  USGS QUAD   -  BIDVILLE (1973)
 FG1426
 FG1426                         *CURRENT SURVEY CONTROL
 FG1426  ___________________________________________________________________
 FG1426* NAD 83(1986)-  35 41 42.     (N)    093 55 44.     (W)     SCALED    
 FG1426* NAVD 88     -       289.859  (meters)     950.98   (feet)  ADJUSTED  
 FG1426  ___________________________________________________________________
 FG1426  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FG1426  DYNAMIC HT  -         289.589 (meters)     950.09  (feet)  COMP
 FG1426  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 FG1426
 FG1426  VERT ORDER  -  SECOND    CLASS 0
 FG1426
 FG1426.The horizontal coordinates were scaled from a topographic map and have
 FG1426.an estimated accuracy of +/- 6 seconds.
 FG1426
 FG1426.The orthometric height was determined by differential leveling
 FG1426.and adjusted by the National Geodetic Survey in June 1991..
 FG1426
 FG1426.The geoid height was determined by GEOID03.
 FG1426
 FG1426.The dynamic height is computed by dividing the NAVD 88
 FG1426.geopotential number by the normal gravity value computed on the
 FG1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1426.degrees latitude (g = 980.6199 gals.).
 FG1426
 FG1426.The modeled gravity was interpolated from observed gravity values.
 FG1426
 FG1426;                    North         East    Units  Estimated Accuracy
 FG1426;SPC AR N     -   152,780.      225,440.      MT  (+/- 180 meters Scaled)
 FG1426
 FG1426                          SUPERSEDED SURVEY CONTROL
 FG1426
 FG1426  NGVD 29 (??/??/92)  289.763  (m)          950.66   (f) ADJ UNCH    2 0
 FG1426
 FG1426.Superseded values are not recommended for survey control.
 FG1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1426.See file dsdata.txt to determine how the superseded data were derived.
 FG1426
 FG1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV159505(NAD 83)
 FG1426_MARKER: DB = BENCH MARK DISK
 FG1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1426_STAMPING: E 142 1935
 FG1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1426+STABILITY: SURFACE MOTION
 FG1426
 FG1426  HISTORY     - Date     Condition        Report By
 FG1426  HISTORY     - 1935     MONUMENTED       CGS
 FG1426  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1426  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1426
 FG1426                          STATION DESCRIPTION
 FG1426
 FG1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1426'11.2 MI W FROM CASS.
 FG1426'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BRIDGE OVER FANES
 FG1426'CREEK AT CASS, FRANKLIN COUNTY, 10.1 MILE WEST ALONG THE CASS-BIDVILLE
 FG1426'ROAD, 500 FEET NORTH OF A CONCRETE BRIDGE OVER SALT FORK CREEK, AT A
 FG1426'CURVE IN THE ROAD, 37 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, IN
 FG1426'A HEAVY ROCK OUTCROP, MIDWAY BETWEEN TWO SMALL OAK TREES 9 FEET APART.
 FG1426'A STANDARD DISK, STAMPED E 142 1935 AND SET IN THE TOP OF A CONCRETE
 FG1426'POST.
 FG1426
 FG1426                          STATION RECOVERY (1972)
 FG1426
 FG1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1369 ***********************************************************************
 FG1369  DESIGNATION -  E 143
 FG1369  PID         -  FG1369
 FG1369  STATE/COUNTY-  AR/CRAWFORD
 FG1369  USGS QUAD   -  BIDVILLE (1973)
 FG1369
 FG1369                         *CURRENT SURVEY CONTROL
 FG1369  ___________________________________________________________________
 FG1369* NAD 83(1986)-  35 44 24.     (N)    093 55 16.     (W)     SCALED    
 FG1369* NAVD 88     -       664.125  (meters)    2178.88   (feet)  ADJUSTED  
 FG1369  ___________________________________________________________________
 FG1369  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FG1369  DYNAMIC HT  -         663.472 (meters)    2176.74  (feet)  COMP
 FG1369  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 FG1369
 FG1369  VERT ORDER  -  SECOND    CLASS 0
 FG1369
 FG1369.The horizontal coordinates were scaled from a topographic map and have
 FG1369.an estimated accuracy of +/- 6 seconds.
 FG1369
 FG1369.The orthometric height was determined by differential leveling
 FG1369.and adjusted by the National Geodetic Survey in June 1991..
 FG1369
 FG1369.The geoid height was determined by GEOID03.
 FG1369
 FG1369.The dynamic height is computed by dividing the NAVD 88
 FG1369.geopotential number by the normal gravity value computed on the
 FG1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1369.degrees latitude (g = 980.6199 gals.).
 FG1369
 FG1369.The modeled gravity was interpolated from observed gravity values.
 FG1369
 FG1369;                    North         East    Units  Estimated Accuracy
 FG1369;SPC AR N     -   157,750.      226,240.      MT  (+/- 180 meters Scaled)
 FG1369
 FG1369                          SUPERSEDED SURVEY CONTROL
 FG1369
 FG1369  NGVD 29 (??/??/92)  663.984  (m)         2178.42   (f) ADJ UNCH    2 0
 FG1369
 FG1369.Superseded values are not recommended for survey control.
 FG1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1369.See file dsdata.txt to determine how the superseded data were derived.
 FG1369
 FG1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV167555(NAD 83)
 FG1369_MARKER: DB = BENCH MARK DISK
 FG1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1369_STAMPING: E 143 1935
 FG1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1369+STABILITY: SURFACE MOTION
 FG1369
 FG1369  HISTORY     - Date     Condition        Report By
 FG1369  HISTORY     - 1935     MONUMENTED       CGS
 FG1369  HISTORY     - 1960     GOOD             NGS
 FG1369
 FG1369                          STATION DESCRIPTION
 FG1369
 FG1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1369'4 MI NE FROM BIDVILLE.
 FG1369'4 MILES NORTHEAST ALONG THE BIDVILLE-HEALTH ROAD FROM THE SCHOOL AT
 FG1369'BIDVILLE, CRAWFORD COUNTY, ON A RIDGE WITH A DEEP VALLEY ON EACH SIDE,
 FG1369'450 FEET EAST OF THE FOOT OF A LONG HILL, 125 FEET WEST OF THE FOOT OF
 FG1369'ANOTHER HILL, 30 FEET SOUTH OF A SUDDEN DROP INTO A VALLEY, 20 FEET
 FG1369'NORTH OF THE CENTERLINE OF THE ROAD, AND 4 FEET SOUTHEAST OF A 10-INCH
 FG1369'OAK TREE.  A STANDARD DISK, STAMPED E 143 1935 AND SET IN THE TOP OF A
 FG1369'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0078 ***********************************************************************
 FH0078  DESIGNATION -  E 144
 FH0078  PID         -  FH0078
 FH0078  STATE/COUNTY-  AR/WASHINGTON
 FH0078  USGS QUAD   -  BRENTWOOD (1983)
 FH0078
 FH0078                         *CURRENT SURVEY CONTROL
 FH0078  ___________________________________________________________________
 FH0078* NAD 83(1986)-  35 48 37.     (N)    094 00 47.     (W)     SCALED    
 FH0078* NAVD 88     -       690.907  (meters)    2266.75   (feet)  ADJUSTED  
 FH0078  ___________________________________________________________________
 FH0078  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH0078  DYNAMIC HT  -         690.233 (meters)    2264.54  (feet)  COMP
 FH0078  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 FH0078
 FH0078  VERT ORDER  -  SECOND    CLASS 0
 FH0078
 FH0078.The horizontal coordinates were scaled from a topographic map and have
 FH0078.an estimated accuracy of +/- 6 seconds.
 FH0078
 FH0078.The orthometric height was determined by differential leveling
 FH0078.and adjusted by the National Geodetic Survey in June 1991..
 FH0078
 FH0078.The geoid height was determined by GEOID03.
 FH0078
 FH0078.The dynamic height is computed by dividing the NAVD 88
 FH0078.geopotential number by the normal gravity value computed on the
 FH0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0078.degrees latitude (g = 980.6199 gals.).
 FH0078
 FH0078.The modeled gravity was interpolated from observed gravity values.
 FH0078
 FH0078;                    North         East    Units  Estimated Accuracy
 FH0078;SPC AR N     -   165,720.      218,090.      MT  (+/- 180 meters Scaled)
 FH0078
 FH0078                          SUPERSEDED SURVEY CONTROL
 FH0078
 FH0078  NGVD 29 (??/??/92)  690.746  (m)         2266.22   (f) ADJ UNCH    2 0
 FH0078
 FH0078.Superseded values are not recommended for survey control.
 FH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0078.See file dsdata.txt to determine how the superseded data were derived.
 FH0078
 FH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV084633(NAD 83)
 FH0078_MARKER: DB = BENCH MARK DISK
 FH0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0078_STAMPING: E 144 1935
 FH0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0078+STABILITY: SURFACE MOTION
 FH0078
 FH0078  HISTORY     - Date     Condition        Report By
 FH0078  HISTORY     - 1935     MONUMENTED       CGS
 FH0078  HISTORY     - 1960     GOOD             NGS
 FH0078
 FH0078                          STATION DESCRIPTION
 FH0078
 FH0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0078'AT SUNSET.
 FH0078'AT SUNSET, WASHINGTON COUNTY, AT THE SCHOOL AND CEMETERY, AT THE
 FH0078'EAST SIDE OF THE YARD, 150 FEET EAST OF THE CENTERLINE OF STATE
 FH0078'HIGHWAY 74, 74 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FH0078'SCHOOLHOUSE, 69 FEET EAST OF THE EAST ENTRANCE TO THE CEMETERY,
 FH0078'AND 5 FEET NORTH OF A 10-INCH OAK TREE.  A STANDARD DISK, STAMPED
 FH0078'E 144 1935 AND SET IN THE TOP OF A CONCRETE POST.  ABOUT 100
 FH0078'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SUNSET SCHOOL,
 FH0078'ABOUT 36 FEET SOUTH OF A POWER LINE POLE WITH TRANSFORMER AND
 FH0078'ABOUT 13 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 FH0078'THE DISK IS SET IN OUTCROPPING ROCK INSTEAD OF A CONCRETE POST
 FH0078'AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1359 ***********************************************************************
 FG1359  DESIGNATION -  E 145
 FG1359  PID         -  FG1359
 FG1359  STATE/COUNTY-  AR/MADISON
 FG1359  USGS QUAD   -  WEATHERS (1973)
 FG1359
 FG1359                         *CURRENT SURVEY CONTROL
 FG1359  ___________________________________________________________________
 FG1359* NAD 83(1986)-  35 56 03.     (N)    093 30 45.     (W)     SCALED    
 FG1359* NAVD 88     -       667.157  (meters)    2188.83   (feet)  ADJUSTED  
 FG1359  ___________________________________________________________________
 FG1359  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG1359  DYNAMIC HT  -         666.524 (meters)    2186.75  (feet)  COMP
 FG1359  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 FG1359
 FG1359  VERT ORDER  -  SECOND    CLASS 0
 FG1359
 FG1359.The horizontal coordinates were scaled from a topographic map and have
 FG1359.an estimated accuracy of +/- 6 seconds.
 FG1359
 FG1359.The orthometric height was determined by differential leveling
 FG1359.and adjusted by the National Geodetic Survey in June 1991..
 FG1359
 FG1359.The geoid height was determined by GEOID03.
 FG1359
 FG1359.The dynamic height is computed by dividing the NAVD 88
 FG1359.geopotential number by the normal gravity value computed on the
 FG1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1359.degrees latitude (g = 980.6199 gals.).
 FG1359
 FG1359.The modeled gravity was interpolated from observed gravity values.
 FG1359
 FG1359;                    North         East    Units  Estimated Accuracy
 FG1359;SPC AR N     -   178,650.      263,530.      MT  (+/- 180 meters Scaled)
 FG1359
 FG1359                          SUPERSEDED SURVEY CONTROL
 FG1359
 FG1359  NGVD 29 (??/??/92)  667.058  (m)         2188.51   (f) ADJ UNCH    2 0
 FG1359
 FG1359.Superseded values are not recommended for survey control.
 FG1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1359.See file dsdata.txt to determine how the superseded data were derived.
 FG1359
 FG1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV537767(NAD 83)
 FG1359_MARKER: DB = BENCH MARK DISK
 FG1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1359_STAMPING: E 145 1935
 FG1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1359+STABILITY: SURFACE MOTION
 FG1359
 FG1359  HISTORY     - Date     Condition        Report By
 FG1359  HISTORY     - 1935     MONUMENTED       CGS
 FG1359
 FG1359                          STATION DESCRIPTION
 FG1359
 FG1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1359'6.8 MI N FROM REDSTAR.
 FG1359'6.8 MILES NORTH ALONG THE LOY ROAD FROM THE POST OFFICE AT REDSTAR,
 FG1359'MADISON COUNTY, AT THE REMAINS OF THE RED LINE STAVE MILL, ON CLEARED
 FG1359'GROUND, 150 FEET NORTHWEST OF THE MILL SITE, 93 FEET NORTHWEST OF A
 FG1359'6-INCH HICKORY TREE, 76 FEET NORTHEAST OF THE CENTERLINE OF A WAGON
 FG1359'ROAD, AND 70 FEET SOUTHEAST OF A 20-INCH OAK TREE.  A STANDARD DISK,
 FG1359'STAMPED E 145 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0718 ***********************************************************************
 FG0718  DESIGNATION -  E 146
 FG0718  PID         -  FG0718
 FG0718  STATE/COUNTY-  AR/NEWTON
 FG0718  USGS QUAD   -  EULA (1980)
 FG0718
 FG0718                         *CURRENT SURVEY CONTROL
 FG0718  ___________________________________________________________________
 FG0718* NAD 83(1986)-  35 57 54.     (N)    092 57 39.     (W)     SCALED    
 FG0718* NAVD 88     -       253.618  (meters)     832.08   (feet)  ADJUSTED  
 FG0718  ___________________________________________________________________
 FG0718  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FG0718  DYNAMIC HT  -         253.385 (meters)     831.31  (feet)  COMP
 FG0718  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 FG0718
 FG0718  VERT ORDER  -  SECOND    CLASS 0
 FG0718
 FG0718.The horizontal coordinates were scaled from a topographic map and have
 FG0718.an estimated accuracy of +/- 6 seconds.
 FG0718
 FG0718.The orthometric height was determined by differential leveling
 FG0718.and adjusted by the National Geodetic Survey in June 1991..
 FG0718
 FG0718.The geoid height was determined by GEOID03.
 FG0718
 FG0718.The dynamic height is computed by dividing the NAVD 88
 FG0718.geopotential number by the normal gravity value computed on the
 FG0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0718.degrees latitude (g = 980.6199 gals.).
 FG0718
 FG0718.The modeled gravity was interpolated from observed gravity values.
 FG0718
 FG0718;                    North         East    Units  Estimated Accuracy
 FG0718;SPC AR N     -   181,450.      313,330.      MT  (+/- 180 meters Scaled)
 FG0718
 FG0718                          SUPERSEDED SURVEY CONTROL
 FG0718
 FG0718  NGVD 29 (??/??/92)  253.509  (m)          831.72   (f) ADJ UNCH    2 0
 FG0718
 FG0718.Superseded values are not recommended for survey control.
 FG0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0718.See file dsdata.txt to determine how the superseded data were derived.
 FG0718
 FG0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV035800(NAD 83)
 FG0718_MARKER: DB = BENCH MARK DISK
 FG0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0718_STAMPING: E 146 1935
 FG0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0718+STABILITY: SURFACE MOTION
 FG0718
 FG0718  HISTORY     - Date     Condition        Report By
 FG0718  HISTORY     - 1935     MONUMENTED       CGS
 FG0718
 FG0718                          STATION DESCRIPTION
 FG0718
 FG0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0718'0.5 MI W FROM CAVE CREEK.
 FG0718'0.5 MILE WEST ALONG THE MT. JUDEA ROAD FROM CAVE CREEK, NEWTON COUNTY,
 FG0718'4.5 MILES NORTH AND EAST ALONG THE WESTERN GROVE ROAD, 0.2 MILE SOUTH
 FG0718'OF THE W. H. BOX FARMHOUSE, 0.1 MILE SOUTH OF CAVE CREEK, 110 FEET
 FG0718'WEST OF A RIGHT-ANGLE CURVE IN THE ROAD, 175 FEET WEST OF THE TOP OF A
 FG0718'HILL, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7 1/2 FEET EAST
 FG0718'OF AND 5 1/2 FEET NORTH OF TWO 20-INCH OAK TREES, AND SET ON THE SLOPE
 FG0718'OF A HILL.  A STANDARD DISK, STAMPED E 146 1935 AND SET IN THE TOP OF
 FG0718'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0512 ***********************************************************************
 FG0512  DESIGNATION -  E 147
 FG0512  PID         -  FG0512
 FG0512  STATE/COUNTY-  AR/NEWTON
 FG0512  USGS QUAD   -  SMYRNA (1980)
 FG0512
 FG0512                         *CURRENT SURVEY CONTROL
 FG0512  ___________________________________________________________________
 FG0512* NAD 83(1986)-  35 44 59.     (N)    092 57 17.     (W)     SCALED    
 FG0512* NAVD 88     -       559.108  (meters)    1834.34   (feet)  ADJUSTED  
 FG0512  ___________________________________________________________________
 FG0512  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0512  DYNAMIC HT  -         558.574 (meters)    1832.59  (feet)  COMP
 FG0512  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 FG0512
 FG0512  VERT ORDER  -  SECOND    CLASS 0
 FG0512
 FG0512.The horizontal coordinates were scaled from a topographic map and have
 FG0512.an estimated accuracy of +/- 6 seconds.
 FG0512
 FG0512.The orthometric height was determined by differential leveling
 FG0512.and adjusted by the National Geodetic Survey in June 1991..
 FG0512
 FG0512.The geoid height was determined by GEOID03.
 FG0512
 FG0512.The dynamic height is computed by dividing the NAVD 88
 FG0512.geopotential number by the normal gravity value computed on the
 FG0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0512.degrees latitude (g = 980.6199 gals.).
 FG0512
 FG0512.The modeled gravity was interpolated from observed gravity values.
 FG0512
 FG0512;                    North         East    Units  Estimated Accuracy
 FG0512;SPC AR N     -   157,560.      313,650.      MT  (+/- 180 meters Scaled)
 FG0512
 FG0512                          SUPERSEDED SURVEY CONTROL
 FG0512
 FG0512  NGVD 29 (??/??/92)  559.024  (m)         1834.06   (f) ADJ UNCH    2 0
 FG0512
 FG0512.Superseded values are not recommended for survey control.
 FG0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0512.See file dsdata.txt to determine how the superseded data were derived.
 FG0512
 FG0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV040561(NAD 83)
 FG0512_MARKER: DB = BENCH MARK DISK
 FG0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0512_STAMPING: E 147 1935
 FG0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0512+STABILITY: SURFACE MOTION
 FG0512
 FG0512  HISTORY     - Date     Condition        Report By
 FG0512  HISTORY     - 1935     MONUMENTED       CGS
 FG0512  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0512
 FG0512                          STATION DESCRIPTION
 FG0512
 FG0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0512'0.9 MI S FROM MOORE.
 FG0512'0.9 MILE SOUTH ALONG THE BEN HUR ROAD FROM THE POST OFFICE AT MOORE,
 FG0512'NEWTON COUNTY, 1.9 MILES EAST ALONG THE WITT SPRINGS ROAD, 0.5 MILE
 FG0512'SOUTHWEST OF THE NOAH STANDARD FARMHOUSE, 0.4 MILE EAST OF THE J.W.
 FG0512'WHEASANT FARMHOUSE, AT THE TOP OF A HILL, 120 FEET EAST OF A NORTHEAST
 FG0512'FENCE CORNER, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 19 FEET
 FG0512'WEST OF AN 8-INCH OAK TREE, AND 6 FEET SOUTH OF A 14-INCH PERSIMMON
 FG0512'TREE.  A STANDARD DISK, STAMPED E 147 1935 AND SET IN THE TOP OF A
 FG0512'CONCRETE POST.
 FG0512
 FG0512                          STATION RECOVERY (1976)
 FG0512
 FG0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0662 ***********************************************************************
 FG0662  DESIGNATION -  E 148
 FG0662  PID         -  FG0662
 FG0662  STATE/COUNTY-  AR/POPE
 FG0662  USGS QUAD   -  SOLO (1980)
 FG0662
 FG0662                         *CURRENT SURVEY CONTROL
 FG0662  ___________________________________________________________________
 FG0662* NAD 83(1986)-  35 37 17.     (N)    092 52 33.     (W)     SCALED    
 FG0662* NAVD 88     -       488.057  (meters)    1601.23   (feet)  ADJUSTED  
 FG0662  ___________________________________________________________________
 FG0662  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG0662  DYNAMIC HT  -         487.584 (meters)    1599.68  (feet)  COMP
 FG0662  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 FG0662
 FG0662  VERT ORDER  -  SECOND    CLASS 0
 FG0662
 FG0662.The horizontal coordinates were scaled from a topographic map and have
 FG0662.an estimated accuracy of +/- 6 seconds.
 FG0662
 FG0662.The orthometric height was determined by differential leveling
 FG0662.and adjusted by the National Geodetic Survey in June 1991..
 FG0662
 FG0662.The geoid height was determined by GEOID03.
 FG0662
 FG0662.The dynamic height is computed by dividing the NAVD 88
 FG0662.geopotential number by the normal gravity value computed on the
 FG0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0662.degrees latitude (g = 980.6199 gals.).
 FG0662
 FG0662.The modeled gravity was interpolated from observed gravity values.
 FG0662
 FG0662;                    North         East    Units  Estimated Accuracy
 FG0662;SPC AR N     -   143,250.      320,660.      MT  (+/- 180 meters Scaled)
 FG0662
 FG0662                          SUPERSEDED SURVEY CONTROL
 FG0662
 FG0662  NGVD 29 (??/??/92)  487.984  (m)         1600.99   (f) ADJ UNCH    2 0
 FG0662
 FG0662.Superseded values are not recommended for survey control.
 FG0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0662.See file dsdata.txt to determine how the superseded data were derived.
 FG0662
 FG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV112419(NAD 83)
 FG0662_MARKER: DB = BENCH MARK DISK
 FG0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0662_STAMPING: E 148 1935
 FG0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0662+STABILITY: SURFACE MOTION
 FG0662
 FG0662  HISTORY     - Date     Condition        Report By
 FG0662  HISTORY     - 1935     MONUMENTED       CGS
 FG0662
 FG0662                          STATION DESCRIPTION
 FG0662
 FG0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0662'6.6 MI N FROM LOST CORNER.
 FG0662'6.6 MILES NORTH ALONG THE TILLY ROAD FROM THE POST OFFICE AT LOST
 FG0662'CORNER, POPE COUNTY, 1.8 MILES SOUTH OF THE JUNCTION OF THE SMYRNA
 FG0662'ROAD, 850 FEET WEST OF THE C. W. CARR FARMHOUSE, 120 FEET SOUTHEAST OF
 FG0662'THE JUNCTION OF THE OAK MOUNTAIN ROAD, 35 FEET SOUTH OF THE CENTERLINE
 FG0662'OF THE ROAD, AND 3 1/2 FEET SOUTH OF AN 8-INCH PINE TREE. A STANDARD
 FG0662'DISK, STAMPED E 148 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0650 ***********************************************************************
 FG0650  DESIGNATION -  E 149
 FG0650  PID         -  FG0650
 FG0650  STATE/COUNTY-  AR/SEARCY
 FG0650  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0650
 FG0650                         *CURRENT SURVEY CONTROL
 FG0650  ___________________________________________________________________
 FG0650* NAD 83(1986)-  35 52 08.     (N)    092 50 17.     (W)     SCALED    
 FG0650* NAVD 88     -       261.773  (meters)     858.83   (feet)  ADJUSTED  
 FG0650  ___________________________________________________________________
 FG0650  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0650  DYNAMIC HT  -         261.530 (meters)     858.04  (feet)  COMP
 FG0650  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 FG0650
 FG0650  VERT ORDER  -  SECOND    CLASS 0
 FG0650
 FG0650.The horizontal coordinates were scaled from a topographic map and have
 FG0650.an estimated accuracy of +/- 6 seconds.
 FG0650
 FG0650.The orthometric height was determined by differential leveling
 FG0650.and adjusted by the National Geodetic Survey in June 1991..
 FG0650
 FG0650.The geoid height was determined by GEOID03.
 FG0650
 FG0650.The dynamic height is computed by dividing the NAVD 88
 FG0650.geopotential number by the normal gravity value computed on the
 FG0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0650.degrees latitude (g = 980.6199 gals.).
 FG0650
 FG0650.The modeled gravity was interpolated from observed gravity values.
 FG0650
 FG0650;                    North         East    Units  Estimated Accuracy
 FG0650;SPC AR N     -   170,680.      324,320.      MT  (+/- 180 meters Scaled)
 FG0650
 FG0650                          SUPERSEDED SURVEY CONTROL
 FG0650
 FG0650  NGVD 29 (??/??/92)  261.674  (m)          858.51   (f) ADJ UNCH    2 0
 FG0650
 FG0650.Superseded values are not recommended for survey control.
 FG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0650.See file dsdata.txt to determine how the superseded data were derived.
 FG0650
 FG0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV146694(NAD 83)
 FG0650_MARKER: DB = BENCH MARK DISK
 FG0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0650_STAMPING: E 149 1935
 FG0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0650+STABILITY: SURFACE MOTION
 FG0650
 FG0650  HISTORY     - Date     Condition        Report By
 FG0650  HISTORY     - 1935     MONUMENTED       CGS
 FG0650  HISTORY     - 1975     MARK NOT FOUND   USGS
 FG0650
 FG0650                          STATION DESCRIPTION
 FG0650
 FG0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0650'3.1 MI S FROM SNOWBALL.
 FG0650'3.1 MILES SOUTH ALONG THE WITT SPRINGS ROAD FROM THE POST OFFICE AT
 FG0650'SNOWBALL, SEARCY COUNTY, 23 FEET WEST OF THE SOUTHEAST CORNER OF THE
 FG0650'FRANK RAMSEY RESIDENCE ON THE ISAAC CASTLEBERRY FARM, 21 FEET EAST OF
 FG0650'THE CENTERLINE OF THE ROAD, 22 FEET SOUTH OF A GATE, 11 FEET NORTH OF
 FG0650'A SOUTHWEST FENCE CORNER, AND 1 1/2 FEET EAST OF A FENCE.  A STANDARD
 FG0650'DISK, STAMPED E 149 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0650
 FG0650                          STATION RECOVERY (1975)
 FG0650
 FG0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FG0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0859 ***********************************************************************
 EH0859  DESIGNATION -  E 15
 EH0859  PID         -  EH0859
 EH0859  STATE/COUNTY-  AR/LEE
 EH0859  USGS QUAD   -  AUBREY (1971)
 EH0859
 EH0859                         *CURRENT SURVEY CONTROL
 EH0859  ___________________________________________________________________
 EH0859* NAD 83(1986)-  34 43 06.     (N)    090 53 52.     (W)     SCALED    
 EH0859* NAVD 88     -        62.765  (meters)     205.92   (feet)  ADJUSTED  
 EH0859  ___________________________________________________________________
 EH0859  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH0859  DYNAMIC HT  -          62.707 (meters)     205.73  (feet)  COMP
 EH0859  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 EH0859
 EH0859  VERT ORDER  -  FIRST     CLASS II
 EH0859
 EH0859.The horizontal coordinates were scaled from a topographic map and have
 EH0859.an estimated accuracy of +/- 6 seconds.
 EH0859
 EH0859.The orthometric height was determined by differential leveling
 EH0859.and adjusted by the National Geodetic Survey in June 1991..
 EH0859
 EH0859.The geoid height was determined by GEOID03.
 EH0859
 EH0859.The dynamic height is computed by dividing the NAVD 88
 EH0859.geopotential number by the normal gravity value computed on the
 EH0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0859.degrees latitude (g = 980.6199 gals.).
 EH0859
 EH0859.The modeled gravity was interpolated from observed gravity values.
 EH0859
 EH0859;                    North         East    Units  Estimated Accuracy
 EH0859;SPC AR S     -   628,110.      500,960.      MT  (+/- 180 meters Scaled)
 EH0859
 EH0859                          SUPERSEDED SURVEY CONTROL
 EH0859
 EH0859  NGVD 29 (??/??/??)   62.779  (m)          205.97   (f) ADJUSTED    1 2
 EH0859
 EH0859.Superseded values are not recommended for survey control.
 EH0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0859.See file dsdata.txt to determine how the superseded data were derived.
 EH0859
 EH0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU925438(NAD 83)
 EH0859_MARKER: DB = BENCH MARK DISK
 EH0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0859_STAMPING: 205.856 E 15 1932
 EH0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0859+STABILITY: SURFACE MOTION
 EH0859
 EH0859  HISTORY     - Date     Condition        Report By
 EH0859  HISTORY     - 1932     MONUMENTED       CGS
 EH0859  HISTORY     - 1955     GOOD             CGS
 EH0859  HISTORY     - 20030402 MARK NOT FOUND   USACE
 EH0859
 EH0859                          STATION DESCRIPTION
 EH0859
 EH0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0859'IN AUBREY.
 EH0859'AT AUBREY, ABOUT 0.3 MILE SOUTHEAST ALONG A BLACK TOP STREET FROM THE
 EH0859'JUNCTION OF STATE HIGHWAY 121, ABOUT 0.15 MILE EAST OF THE SCHOOL AT
 EH0859'AUBREY, ALONG THE OLD ABANDONED GRADE OF THE MISSOURI AND ARKANSAS
 EH0859'RAILROAD, 93 FEET SOUTHWEST OF CENTER LINE OF BLACK TOP STREET, 263
 EH0859'FEET SOUTHEAST OF CENTER LINE OF A NORTHEAST-SOUTHWEST GRAVEL STREET,
 EH0859'53 FEET SOUTHEAST OF SOUTH CORNER OF A FRAME RESIDENCE (FORMERLY OLD
 EH0859'RAILROAD STATION BUILDING), 50 FEET SOUTH OF A LONE 8-INCH POPLAR
 EH0859'TREE, 57 FEET WEST-SOUTHWEST OF A POWER POLE WITH A METER, ABOUT 3
 EH0859'FEET ABOVE LEVEL OF MAIN STREET AND SET IN THE TOP OF A CONCRETE POST
 EH0859'PROJECTING 1 INCH.
 EH0859
 EH0859                          STATION RECOVERY (2003)
 EH0859
 EH0859'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0641 ***********************************************************************
 FG0641  DESIGNATION -  E 150
 FG0641  PID         -  FG0641
 FG0641  STATE/COUNTY-  AR/VAN BUREN
 FG0641  USGS QUAD   -  BOTKINBURG (1965)
 FG0641
 FG0641                         *CURRENT SURVEY CONTROL
 FG0641  ___________________________________________________________________
 FG0641* NAD 83(1986)-  35 44 23.     (N)    092 37 09.     (W)     SCALED    
 FG0641* NAVD 88     -       465.578  (meters)    1527.48   (feet)  ADJUSTED  
 FG0641  ___________________________________________________________________
 FG0641  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG0641  DYNAMIC HT  -         465.136 (meters)    1526.03  (feet)  COMP
 FG0641  MODELED GRAV-     979,669.6   (mgal)                       NAVD 88
 FG0641
 FG0641  VERT ORDER  -  SECOND    CLASS 0
 FG0641
 FG0641.The horizontal coordinates were scaled from a topographic map and have
 FG0641.an estimated accuracy of +/- 6 seconds.
 FG0641
 FG0641.The orthometric height was determined by differential leveling
 FG0641.and adjusted by the National Geodetic Survey in June 1991..
 FG0641
 FG0641.The geoid height was determined by GEOID03.
 FG0641
 FG0641.The dynamic height is computed by dividing the NAVD 88
 FG0641.geopotential number by the normal gravity value computed on the
 FG0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0641.degrees latitude (g = 980.6199 gals.).
 FG0641
 FG0641.The modeled gravity was interpolated from observed gravity values.
 FG0641
 FG0641;                    North         East    Units  Estimated Accuracy
 FG0641;SPC AR N     -   156,200.      344,000.      MT  (+/- 180 meters Scaled)
 FG0641
 FG0641                          SUPERSEDED SURVEY CONTROL
 FG0641
 FG0641  NGVD 29 (??/??/92)  465.462  (m)         1527.10   (f) ADJ UNCH    2 0
 FG0641
 FG0641.Superseded values are not recommended for survey control.
 FG0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0641.See file dsdata.txt to determine how the superseded data were derived.
 FG0641
 FG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV344551(NAD 83)
 FG0641_MARKER: DB = BENCH MARK DISK
 FG0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0641_STAMPING: E 150 1935
 FG0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0641+STABILITY: SURFACE MOTION
 FG0641
 FG0641  HISTORY     - Date     Condition        Report By
 FG0641  HISTORY     - 1935     MONUMENTED       CGS
 FG0641  HISTORY     - 1935     GOOD             NGS
 FG0641
 FG0641                          STATION DESCRIPTION
 FG0641
 FG0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0641'6.7 MI NE FROM COPELAND.
 FG0641'6.7 MILES NORTHEAST ALONG THE DENNARD ROAD FROM THE JUNCTION OF STATE
 FG0641'HIGHWAY 16 AT COPELAND, VAN BUREN COUNTY, 2.3 MILES NORTHWEST ALONG
 FG0641'THE SHADY GROVE ROAD, 300 FEET WEST OF THE NORTHWEST FENCE CORNER ON
 FG0641'THE DARR PLACE, 45 FEET NORTHWEST OF THE JUNCTION OF THE PEYTON CREEK
 FG0641'ROAD, 34 FEET NORTHEAST OF THE CENTERLINE OF THE SHADY GROVE ROAD, 34
 FG0641'FEET NORTHWEST OF A 30-INCH BLACK OAK TREE, AND 7 FEET WEST OF A
 FG0641'36-INCH BLACK OAK TREE.  A STANDARD DISK, STAMPED E 150 1935 AND SET
 FG0641'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1221 ***********************************************************************
 EJ1221  DESIGNATION -  E 151
 EJ1221  PID         -  EJ1221
 EJ1221  STATE/COUNTY-  AR/CLARK
 EJ1221  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1221
 EJ1221                         *CURRENT SURVEY CONTROL
 EJ1221  ___________________________________________________________________
 EJ1221* NAD 83(1986)-  34 01 58.     (N)    093 17 11.     (W)     SCALED    
 EJ1221* NAVD 88     -        91.825  (meters)     301.26   (feet)  ADJUSTED  
 EJ1221  ___________________________________________________________________
 EJ1221  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EJ1221  DYNAMIC HT  -          91.732 (meters)     300.96  (feet)  COMP
 EJ1221  MODELED GRAV-     979,625.7   (mgal)                       NAVD 88
 EJ1221
 EJ1221  VERT ORDER  -  SECOND    CLASS 0
 EJ1221
 EJ1221.The horizontal coordinates were scaled from a topographic map and have
 EJ1221.an estimated accuracy of +/- 6 seconds.
 EJ1221
 EJ1221.The orthometric height was determined by differential leveling
 EJ1221.and adjusted by the National Geodetic Survey in June 1991..
 EJ1221
 EJ1221.The geoid height was determined by GEOID03.
 EJ1221
 EJ1221.The dynamic height is computed by dividing the NAVD 88
 EJ1221.geopotential number by the normal gravity value computed on the
 EJ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1221.degrees latitude (g = 980.6199 gals.).
 EJ1221
 EJ1221.The modeled gravity was interpolated from observed gravity values.
 EJ1221
 EJ1221;                    North         East    Units  Estimated Accuracy
 EJ1221;SPC AR S     -   552,270.      281,220.      MT  (+/- 180 meters Scaled)
 EJ1221
 EJ1221                          SUPERSEDED SURVEY CONTROL
 EJ1221
 EJ1221  NGVD 29 (??/??/92)   91.825  (m)          301.26   (f) ADJ UNCH    2 0
 EJ1221
 EJ1221.Superseded values are not recommended for survey control.
 EJ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1221.See file dsdata.txt to determine how the superseded data were derived.
 EJ1221
 EJ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT735658(NAD 83)
 EJ1221_MARKER: DB = BENCH MARK DISK
 EJ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1221_STAMPING: E 151 1935
 EJ1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1221+STABILITY: SURFACE MOTION
 EJ1221
 EJ1221  HISTORY     - Date     Condition        Report By
 EJ1221  HISTORY     - 1935     MONUMENTED       CGS
 EJ1221  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1221
 EJ1221                          STATION DESCRIPTION
 EJ1221
 EJ1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1221'4.3 MI NE FROM OKOLONA.
 EJ1221'4.3 FEET NORTHEAST ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL AT
 EJ1221'OKOLONA, 0.8 MILE NORTH OF A CURVE IN THE HIGHWAY, AT A CURVE
 EJ1221'EASTWARD, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET NORTH
 EJ1221'OF A GATE TO THE L.F. COOK FARMHOUSE, AND 1 FOOT EAST OF THE FENCE. A
 EJ1221'STANDARD DISK, STAMPED E 151 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1221'POST.
 EJ1221
 EJ1221                          STATION RECOVERY (1975)
 EJ1221
 EJ1221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0460 ***********************************************************************
 GF0460  DESIGNATION -  E 156
 GF0460  PID         -  GF0460
 GF0460  STATE/COUNTY-  AR/NEWTON
 GF0460  USGS QUAD   -  OSAGE SW (1975)
 GF0460
 GF0460                         *CURRENT SURVEY CONTROL
 GF0460  ___________________________________________________________________
 GF0460* NAD 83(1986)-  36 01 44.     (N)    093 26 21.     (W)     SCALED    
 GF0460* NAVD 88     -       681.702  (meters)    2236.55   (feet)  ADJUSTED  
 GF0460  ___________________________________________________________________
 GF0460  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GF0460  DYNAMIC HT  -         681.079 (meters)    2234.51  (feet)  COMP
 GF0460  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 GF0460
 GF0460  VERT ORDER  -  SECOND    CLASS 0
 GF0460
 GF0460.The horizontal coordinates were scaled from a topographic map and have
 GF0460.an estimated accuracy of +/- 6 seconds.
 GF0460
 GF0460.The orthometric height was determined by differential leveling
 GF0460.and adjusted by the National Geodetic Survey in June 1991..
 GF0460
 GF0460.The geoid height was determined by GEOID03.
 GF0460
 GF0460.The dynamic height is computed by dividing the NAVD 88
 GF0460.geopotential number by the normal gravity value computed on the
 GF0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0460.degrees latitude (g = 980.6199 gals.).
 GF0460
 GF0460.The modeled gravity was interpolated from observed gravity values.
 GF0460
 GF0460;                    North         East    Units  Estimated Accuracy
 GF0460;SPC AR N     -   189,060.      270,300.      MT  (+/- 180 meters Scaled)
 GF0460
 GF0460                          SUPERSEDED SURVEY CONTROL
 GF0460
 GF0460  NGVD 29 (??/??/92)  681.609  (m)         2236.25   (f) ADJ UNCH    2 0
 GF0460
 GF0460.Superseded values are not recommended for survey control.
 GF0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0460.See file dsdata.txt to determine how the superseded data were derived.
 GF0460
 GF0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV604872(NAD 83)
 GF0460_MARKER: DB = BENCH MARK DISK
 GF0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0460_STAMPING: E 156 1935
 GF0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0460+STABILITY: SURFACE MOTION
 GF0460
 GF0460  HISTORY     - Date     Condition        Report By
 GF0460  HISTORY     - 1935     MONUMENTED       CGS
 GF0460
 GF0460                          STATION DESCRIPTION
 GF0460
 GF0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0460'5.7 MI NW FROM BOXLEY.
 GF0460'5.7 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 GF0460'BOXLEY, NEWTON COUNTY, 64 FEET EAST OF THE NORTHEAST CORNER OF
 GF0460'THE B. DEATREAGE FARMHOUSE, 52 FEET SOUTHEAST OF THE NORTHEAST
 GF0460'CORNER OF A YARD FENCE, 39 FEET SOUTH OF THE CENTERLINE OF THE
 GF0460'HIGHWAY, 38 FEET EAST OF THE NORTHWEST CORNER OF AN ORCHARD
 GF0460'FENCE, AND 2 FEET NORTH OF A FENCE PARALLEL TO THE ROAD.  A
 GF0460'STANDARD DISK, STAMPED E 156 1935 AND SET IN THE TOP OF A CONCRETE
 GF0460'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0432 ***********************************************************************
 GF0432  DESIGNATION -  E 158
 GF0432  PID         -  GF0432
 GF0432  STATE/COUNTY-  AR/CARROLL
 GF0432  USGS QUAD   -  OSAGE (1968)
 GF0432
 GF0432                         *CURRENT SURVEY CONTROL
 GF0432  ___________________________________________________________________
 GF0432* NAD 83(1986)-  36 11 30.     (N)    093 25 24.     (W)     SCALED    
 GF0432* NAVD 88     -       410.441  (meters)    1346.59   (feet)  ADJUSTED  
 GF0432  ___________________________________________________________________
 GF0432  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GF0432  DYNAMIC HT  -         410.066 (meters)    1345.36  (feet)  COMP
 GF0432  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 GF0432
 GF0432  VERT ORDER  -  SECOND    CLASS 0
 GF0432
 GF0432.The horizontal coordinates were scaled from a topographic map and have
 GF0432.an estimated accuracy of +/- 6 seconds.
 GF0432
 GF0432.The orthometric height was determined by differential leveling
 GF0432.and adjusted by the National Geodetic Survey in June 1991..
 GF0432
 GF0432.The geoid height was determined by GEOID03.
 GF0432
 GF0432.The dynamic height is computed by dividing the NAVD 88
 GF0432.geopotential number by the normal gravity value computed on the
 GF0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0432.degrees latitude (g = 980.6199 gals.).
 GF0432
 GF0432.The modeled gravity was interpolated from observed gravity values.
 GF0432
 GF0432;                    North         East    Units  Estimated Accuracy
 GF0432;SPC AR N     -   207,100.      271,980.      MT  (+/- 180 meters Scaled)
 GF0432
 GF0432                          SUPERSEDED SURVEY CONTROL
 GF0432
 GF0432  NGVD 29 (??/??/92)  410.317  (m)         1346.18   (f) ADJ UNCH    2 0
 GF0432
 GF0432.Superseded values are not recommended for survey control.
 GF0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0432.See file dsdata.txt to determine how the superseded data were derived.
 GF0432
 GF0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA619052(NAD 83)
 GF0432_MARKER: DB = BENCH MARK DISK
 GF0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0432_STAMPING: E 158 1935
 GF0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0432+STABILITY: SURFACE MOTION
 GF0432
 GF0432  HISTORY     - Date     Condition        Report By
 GF0432  HISTORY     - 1935     MONUMENTED       CGS
 GF0432  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0432
 GF0432                          STATION DESCRIPTION
 GF0432
 GF0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0432'1.9 MI NW FROM OSAGE.
 GF0432'1.9 MILES NORTHWEST ALONG THE RUDD-OSAGE ROAD FROM THE POST OFFICE
 GF0432'AT OSAGE, CARROLL COUNTY, 60 FEET NORTHWEST OF THE NORTHWEST
 GF0432'CORNER OF THE MRS. JOHN SISCO FARMHOUSE, 47 FEET SOUTH OF THE
 GF0432'CENTERLINE OF THE ROAD, 21 FEET NORTHEAST OF A 14-INCH OAK
 GF0432'TREE, 18 FEET WEST OF THE NORTHWEST CORNER OF A TOOL HOUSE,
 GF0432'8 FEET WEST OF THE WEST END OF A GATE, AND 1 FOOT NORTH OF A
 GF0432'FENCE.  A STANDARD DISK, STAMPED E 158 1935 AND SET IN THE TOP
 GF0432'OF A CONCRETE POST.
 GF0432
 GF0432                          STATION RECOVERY (1965)
 GF0432
 GF0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1091 ***********************************************************************
 EJ1091  DESIGNATION -  E 159
 EJ1091  PID         -  EJ1091
 EJ1091  STATE/COUNTY-  AR/GARLAND
 EJ1091  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1091
 EJ1091                         *CURRENT SURVEY CONTROL
 EJ1091  ___________________________________________________________________
 EJ1091* NAD 83(1986)-  34 32 29.     (N)    093 21 13.     (W)     SCALED    
 EJ1091* NAVD 88     -       169.402  (meters)     555.78   (feet)  ADJUSTED  
 EJ1091  ___________________________________________________________________
 EJ1091  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 EJ1091  DYNAMIC HT  -         169.232 (meters)     555.22  (feet)  COMP
 EJ1091  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 EJ1091
 EJ1091  VERT ORDER  -  SECOND    CLASS 0
 EJ1091
 EJ1091.The horizontal coordinates were scaled from a topographic map and have
 EJ1091.an estimated accuracy of +/- 6 seconds.
 EJ1091
 EJ1091.The orthometric height was determined by differential leveling
 EJ1091.and adjusted by the National Geodetic Survey in June 1991..
 EJ1091
 EJ1091.The geoid height was determined by GEOID03.
 EJ1091
 EJ1091.The dynamic height is computed by dividing the NAVD 88
 EJ1091.geopotential number by the normal gravity value computed on the
 EJ1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1091.degrees latitude (g = 980.6199 gals.).
 EJ1091
 EJ1091.The modeled gravity was interpolated from observed gravity values.
 EJ1091
 EJ1091;                    North         East    Units  Estimated Accuracy
 EJ1091;SPC AR S     -   608,760.      275,760.      MT  (+/- 180 meters Scaled)
 EJ1091
 EJ1091                          SUPERSEDED SURVEY CONTROL
 EJ1091
 EJ1091  NGVD 29 (??/??/92)  169.371  (m)          555.68   (f) ADJ UNCH    2 0
 EJ1091
 EJ1091.Superseded values are not recommended for survey control.
 EJ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1091.See file dsdata.txt to determine how the superseded data were derived.
 EJ1091
 EJ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU675222(NAD 83)
 EJ1091_MARKER: DB = BENCH MARK DISK
 EJ1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1091_STAMPING: E 159 1935
 EJ1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1091+STABILITY: SURFACE MOTION
 EJ1091
 EJ1091  HISTORY     - Date     Condition        Report By
 EJ1091  HISTORY     - 1935     MONUMENTED       CGS
 EJ1091
 EJ1091                          STATION DESCRIPTION
 EJ1091
 EJ1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1091'2.0 MI N FROM CRYSTAL SPRINGS.
 EJ1091'2 MILES NORTH ALONG THE WALNUT FORK ROAD FROM THE PUBLIC SCHOOL AT
 EJ1091'CRYSTAL SPRINGS, GARLAND COUNTY, AT THE JACK POWELL OLD HOME SITE, 400
 EJ1091'FEET WEST OF A SHARP CURVE, 100 FEET WEST OF AN ABANDONED LOG HOUSE,
 EJ1091'42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 9.5 FEET EAST OF A
 EJ1091'24-INCH WALNUT TREE.  A STANDARD DISK, STAMPED E 159 1935 AND SET IN
 EJ1091'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0576 ***********************************************************************
 FF0576  DESIGNATION -  E 16
 FF0576  PID         -  FF0576
 FF0576  STATE/COUNTY-  AR/CROSS
 FF0576  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0576
 FF0576                         *CURRENT SURVEY CONTROL
 FF0576  ___________________________________________________________________
 FF0576* NAD 83(1986)-  35 23 50.     (N)    090 59 50.     (W)     SCALED    
 FF0576* NAVD 88     -        69.776  (meters)     228.92   (feet)  ADJUSTED  
 FF0576  ___________________________________________________________________
 FF0576  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FF0576  DYNAMIC HT  -          69.714 (meters)     228.72  (feet)  COMP
 FF0576  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 FF0576
 FF0576  VERT ORDER  -  FIRST     CLASS II
 FF0576
 FF0576.The horizontal coordinates were scaled from a topographic map and have
 FF0576.an estimated accuracy of +/- 6 seconds.
 FF0576
 FF0576.The orthometric height was determined by differential leveling
 FF0576.and adjusted by the National Geodetic Survey in June 1991..
 FF0576.WARNING-Repeat measurements at this control monument indicate possible
 FF0576.vertical movement.
 FF0576
 FF0576.The geoid height was determined by GEOID03.
 FF0576
 FF0576.The dynamic height is computed by dividing the NAVD 88
 FF0576.geopotential number by the normal gravity value computed on the
 FF0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0576.degrees latitude (g = 980.6199 gals.).
 FF0576
 FF0576.The modeled gravity was interpolated from observed gravity values.
 FF0576
 FF0576;                    North         East    Units  Estimated Accuracy
 FF0576;SPC AR N     -   118,490.      491,090.      MT  (+/- 180 meters Scaled)
 FF0576
 FF0576                          SUPERSEDED SURVEY CONTROL
 FF0576
 FF0576  NGVD 29 (??/??/??)   69.730  (m)          228.77   (f) ADJUSTED    1 2
 FF0576
 FF0576.Superseded values are not recommended for survey control.
 FF0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0576.See file dsdata.txt to determine how the superseded data were derived.
 FF0576
 FF0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV818189(NAD 83)
 FF0576_MARKER: DB = BENCH MARK DISK
 FF0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0576_STAMPING: 228.763 E 16 1932
 FF0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0576+STABILITY: SURFACE MOTION
 FF0576
 FF0576  HISTORY     - Date     Condition        Report By
 FF0576  HISTORY     - 1932     MONUMENTED       CGS
 FF0576  HISTORY     - 1956     GOOD             CGS
 FF0576  HISTORY     - 20030506 MARK NOT FOUND   USACE
 FF0576
 FF0576                          STATION DESCRIPTION
 FF0576
 FF0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0576'0.3 MI S FROM HICKORY RIDGE.
 FF0576'ABOUT 0.3 MILES SOUTH ALONG THE ST. LOUIS SOUTHWEST RAILWAY
 FF0576'FROM THE STATION AT HICKORY RIDGE, AT CROSSING OF STATE HIGHWAY
 FF0576'42, ACROSS TRACK FROM TELEPHONE POLE NO. 161/26, 59 FEET WEST OF
 FF0576'WEST RAIL OF MAIN TRACK, 44.8 FEET WEST OF WEST RAIL OF SIDE
 FF0576'TRACK, 80 FEET NORTHWEST OF CENTER OF CROSSING OF MAIN TRACK
 FF0576'AND HIGHWAY, 10 FEET WEST OF A FENCE LINE, 57 FEET NORTH OF
 FF0576'CENTER LINE OF HIGHWAY, 18 1/2 FEET NORTH-NORTHEAST OF A POWER
 FF0576'POLE WITH A TRANSFORMER ON AN EAST-WEST POWER LINE, 28 FEET
 FF0576'NORTH OF WEST END OF NORTH CONCRETE HEAD WALL OF A 24-INCH PIPE
 FF0576'CULVERT UNDER HIGHWAY, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 FF0576'POST, ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 FF0576'A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE MARK HAS APPARENTLY
 FF0576'BEEN HIT BY FARM MACHINERY AND THE CONCRETE IS CHIPPED.
 FF0576
 FF0576                          STATION RECOVERY (2003)
 FF0576
 FF0576'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0837 ***********************************************************************
 EJ0837  DESIGNATION -  E 161
 EJ0837  PID         -  EJ0837
 EJ0837  STATE/COUNTY-  AR/SALINE
 EJ0837  USGS QUAD   -  PARON SW (1984)
 EJ0837
 EJ0837                         *CURRENT SURVEY CONTROL
 EJ0837  ___________________________________________________________________
 EJ0837* NAD 83(1986)-  34 50 05.     (N)    092 53 01.     (W)     SCALED    
 EJ0837* NAVD 88     -       431.325  (meters)    1415.11   (feet)  ADJUSTED  
 EJ0837  ___________________________________________________________________
 EJ0837  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 EJ0837  DYNAMIC HT  -         430.900 (meters)    1413.71  (feet)  COMP
 EJ0837  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 EJ0837
 EJ0837  VERT ORDER  -  SECOND    CLASS 0
 EJ0837
 EJ0837.The horizontal coordinates were scaled from a topographic map and have
 EJ0837.an estimated accuracy of +/- 6 seconds.
 EJ0837
 EJ0837.The orthometric height was determined by differential leveling
 EJ0837.and adjusted by the National Geodetic Survey in June 1991..
 EJ0837
 EJ0837.The geoid height was determined by GEOID03.
 EJ0837
 EJ0837.The dynamic height is computed by dividing the NAVD 88
 EJ0837.geopotential number by the normal gravity value computed on the
 EJ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0837.degrees latitude (g = 980.6199 gals.).
 EJ0837
 EJ0837.The modeled gravity was interpolated from observed gravity values.
 EJ0837
 EJ0837;                    North         East    Units  Estimated Accuracy
 EJ0837;SPC AR S     -   640,820.      319,180.      MT  (+/- 180 meters Scaled)
 EJ0837
 EJ0837                          SUPERSEDED SURVEY CONTROL
 EJ0837
 EJ0837  NGVD 29 (??/??/92)  431.328  (m)         1415.12   (f) ADJ UNCH    2 0
 EJ0837
 EJ0837.Superseded values are not recommended for survey control.
 EJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0837.See file dsdata.txt to determine how the superseded data were derived.
 EJ0837
 EJ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU106547(NAD 83)
 EJ0837_MARKER: DB = BENCH MARK DISK
 EJ0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0837_STAMPING: E 161 1935
 EJ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0837+STABILITY: SURFACE MOTION
 EJ0837
 EJ0837  HISTORY     - Date     Condition        Report By
 EJ0837  HISTORY     - 1935     MONUMENTED       CGS
 EJ0837
 EJ0837                          STATION DESCRIPTION
 EJ0837
 EJ0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0837'17.6 MI SE FROM APLIN.
 EJ0837'IN SALINE COUNTY, 17.6 MILES SOUTHEAST ALONG THE ROAD TO FLATSIDE
 EJ0837'PINNACLE AND THE ALUM FORK ROAD FROM THE STEEL BRIDGE OVER ROCK CREEK
 EJ0837'AT APLIN, PERRY COUNTY, 2.5 MILES SOUTHEAST OF THE JUNCTION OF THE
 EJ0837'NORTH FORK TOWER ROAD, 1.6 MILES NORTH OF THE ALUM FORK ROAD, 1.1
 EJ0837'MILES EAST OF THE INTERSECTION OF THE CRYSTAL MOUNTAIN ROAD, 42 FEET
 EJ0837'WEST OF THE CENTER LINE OF THE ROAD, AT THE INTERSECTION OF AN
 EJ0837'EAST-AND-WEST ROAD, AND 22.5 FEET WEST OF AN 18-INCH BLAZED PINE TREE.
 EJ0837'A STANDARD DISK, STAMPED E 161 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0837'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0809 ***********************************************************************
 EJ0809  DESIGNATION -  E 162
 EJ0809  PID         -  EJ0809
 EJ0809  STATE/COUNTY-  AR/SALINE
 EJ0809  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ0809
 EJ0809                         *CURRENT SURVEY CONTROL
 EJ0809  ___________________________________________________________________
 EJ0809* NAD 83(1986)-  34 41 14.     (N)    092 54 29.     (W)     SCALED    
 EJ0809* NAVD 88     -       152.601  (meters)     500.66   (feet)  ADJUSTED  
 EJ0809  ___________________________________________________________________
 EJ0809  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EJ0809  DYNAMIC HT  -         152.453 (meters)     500.17  (feet)  COMP
 EJ0809  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 EJ0809
 EJ0809  VERT ORDER  -  SECOND    CLASS 0
 EJ0809
 EJ0809.The horizontal coordinates were scaled from a topographic map and have
 EJ0809.an estimated accuracy of +/- 6 seconds.
 EJ0809
 EJ0809.The orthometric height was determined by differential leveling
 EJ0809.and adjusted by the National Geodetic Survey in June 1991..
 EJ0809
 EJ0809.The geoid height was determined by GEOID03.
 EJ0809
 EJ0809.The dynamic height is computed by dividing the NAVD 88
 EJ0809.geopotential number by the normal gravity value computed on the
 EJ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0809.degrees latitude (g = 980.6199 gals.).
 EJ0809
 EJ0809.The modeled gravity was interpolated from observed gravity values.
 EJ0809
 EJ0809;                    North         East    Units  Estimated Accuracy
 EJ0809;SPC AR S     -   624,480.      316,790.      MT  (+/- 180 meters Scaled)
 EJ0809
 EJ0809                          SUPERSEDED SURVEY CONTROL
 EJ0809
 EJ0809  NGVD 29 (??/??/92)  152.603  (m)          500.67   (f) ADJ UNCH    2 0
 EJ0809
 EJ0809.Superseded values are not recommended for survey control.
 EJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0809.See file dsdata.txt to determine how the superseded data were derived.
 EJ0809
 EJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU084383(NAD 83)
 EJ0809_MARKER: DB = BENCH MARK DISK
 EJ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0809_STAMPING: E 162 1935
 EJ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0809+STABILITY: SURFACE MOTION
 EJ0809
 EJ0809  HISTORY     - Date     Condition        Report By
 EJ0809  HISTORY     - 1935     MONUMENTED       CGS
 EJ0809  HISTORY     - 1965     GOOD             NGS
 EJ0809
 EJ0809                          STATION DESCRIPTION
 EJ0809
 EJ0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0809'10.9 MI S FROM REFORM.
 EJ0809'10.9 MILES SOUTH ALONG THE OLD LITTLE ROCK-MOUNT IDA ROAD AND THE OLD
 EJ0809'SULPHUR SPRINGS ROAD FROM THE POST OFFICE AT REFORM, SALINE COUNTY,
 EJ0809'1.5 MILES EAST OF A FORD ACROSS MIDDLE FORK SALINE RIVER, 1 MILE WEST
 EJ0809'OF THE JUNCTION OF THE WHITTINGTON ROAD, 180 FEET SOUTH OF THE
 EJ0809'SOUTHEAST CORNER OF ANTIOCH SCHOOL, 27 FEET NORTH OF THE CENTER LINE
 EJ0809'OF THE ROAD, AND 13.3 FEET NORTH OF THE SOUTHWEST CORNER OF ANTIOCH
 EJ0809'CEMETERY.  A STANDARD DISK, STAMPED E 162 1935 AND SET IN THE TOP OF A
 EJ0809'CONCRETE POST.  NOTE-- SCHOOL IS NOW A CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1284 ***********************************************************************
 EJ1284  DESIGNATION -  E 163
 EJ1284  PID         -  EJ1284
 EJ1284  STATE/COUNTY-  AR/MONTGOMERY
 EJ1284  USGS QUAD   -  BONNERDALE (1966)
 EJ1284
 EJ1284                         *CURRENT SURVEY CONTROL
 EJ1284  ___________________________________________________________________
 EJ1284* NAD 83(1986)-  34 25 12.     (N)    093 27 52.     (W)     SCALED    
 EJ1284* NAVD 88     -       211.954  (meters)     695.39   (feet)  ADJUSTED  
 EJ1284  ___________________________________________________________________
 EJ1284  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EJ1284  DYNAMIC HT  -         211.739 (meters)     694.68  (feet)  COMP
 EJ1284  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 EJ1284
 EJ1284  VERT ORDER  -  SECOND    CLASS 0
 EJ1284
 EJ1284.The horizontal coordinates were scaled from a topographic map and have
 EJ1284.an estimated accuracy of +/- 6 seconds.
 EJ1284
 EJ1284.The orthometric height was determined by differential leveling
 EJ1284.and adjusted by the National Geodetic Survey in June 1991..
 EJ1284
 EJ1284.The geoid height was determined by GEOID03.
 EJ1284
 EJ1284.The dynamic height is computed by dividing the NAVD 88
 EJ1284.geopotential number by the normal gravity value computed on the
 EJ1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1284.degrees latitude (g = 980.6199 gals.).
 EJ1284
 EJ1284.The modeled gravity was interpolated from observed gravity values.
 EJ1284
 EJ1284;                    North         East    Units  Estimated Accuracy
 EJ1284;SPC AR S     -   595,430.      265,390.      MT  (+/- 180 meters Scaled)
 EJ1284
 EJ1284                          SUPERSEDED SURVEY CONTROL
 EJ1284
 EJ1284  NGVD 29 (??/??/92)  211.923  (m)          695.28   (f) ADJ UNCH    2 0
 EJ1284
 EJ1284.Superseded values are not recommended for survey control.
 EJ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1284.See file dsdata.txt to determine how the superseded data were derived.
 EJ1284
 EJ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU573088(NAD 83)
 EJ1284_MARKER: DB = BENCH MARK DISK
 EJ1284_SETTING: 80 = SET IN A BOULDER
 EJ1284_STAMPING: E 163 1935
 EJ1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1284+STABILITY: SURFACE MOTION
 EJ1284
 EJ1284  HISTORY     - Date     Condition        Report By
 EJ1284  HISTORY     - 1935     MONUMENTED       CGS
 EJ1284  HISTORY     - 1961     GOOD             NGS
 EJ1284
 EJ1284                          STATION DESCRIPTION
 EJ1284
 EJ1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1284'8.0 MI NW FROM BONNERDALE.
 EJ1284'IN MONTGOMERY COUNTY, 8.0 MILES NORTHWEST ALONG THE MAZARN CREEK ROAD
 EJ1284'AND THE BONNERDALE-ALAMO SCHOOL ROAD FROM THE POST OFFICE AT
 EJ1284'BONNERDALE, HOT SPRING COUNTY, 0.8 MILE SOUTH OF THE INTERSECTION OF A
 EJ1284'ROAD LEADING TO THE THOMAS PLACE AND A NEW C.C.C. ROAD TO GLENWOOD,
 EJ1284'300 FEET NORTHEAST OF THE NICHOLSON FARMHOUSE, 125 FEET NORTHWEST OF A
 EJ1284'FORD ACROSS WATERFALL CREEK, 75 FEET NORTHWEST OF THE NORTH CORNER OF
 EJ1284'A RAIL FENCE, 36 FEET NORTHEAST OF THE CENTER LINE OF A COUNTY ROAD,
 EJ1284'15 FEET SOUTHWEST OF THE SOUTHWEST BANK OF WATERFALL CREEK, 10.4 FEET
 EJ1284'NORTH OF A 24-INCH BLAZED ELM TREE, AND IN THE TOP OF A 2- BY 3- BY
 EJ1284'5-FOOT BOULDER.  A STANDARD DISK, STAMPED E 163 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0073 ***********************************************************************
 FG0073  DESIGNATION -  E 164
 FG0073  PID         -  FG0073
 FG0073  STATE/COUNTY-  AR/VAN BUREN
 FG0073  USGS QUAD   -  OLD LEXINGTON (1973)
 FG0073
 FG0073                         *CURRENT SURVEY CONTROL
 FG0073  ___________________________________________________________________
 FG0073* NAD 83(1986)-  35 41 31.     (N)    092 25 26.     (W)     SCALED    
 FG0073* NAVD 88     -       431.644  (meters)    1416.15   (feet)  ADJUSTED  
 FG0073  ___________________________________________________________________
 FG0073  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FG0073  DYNAMIC HT  -         431.242 (meters)    1414.83  (feet)  COMP
 FG0073  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 FG0073
 FG0073  VERT ORDER  -  SECOND    CLASS 0
 FG0073
 FG0073.The horizontal coordinates were scaled from a topographic map and have
 FG0073.an estimated accuracy of +/- 6 seconds.
 FG0073
 FG0073.The orthometric height was determined by differential leveling
 FG0073.and adjusted by the National Geodetic Survey in June 1991..
 FG0073
 FG0073.The geoid height was determined by GEOID03.
 FG0073
 FG0073.The dynamic height is computed by dividing the NAVD 88
 FG0073.geopotential number by the normal gravity value computed on the
 FG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0073.degrees latitude (g = 980.6199 gals.).
 FG0073
 FG0073.The modeled gravity was interpolated from observed gravity values.
 FG0073
 FG0073;                    North         East    Units  Estimated Accuracy
 FG0073;SPC AR N     -   150,810.      361,640.      MT  (+/- 180 meters Scaled)
 FG0073
 FG0073                          SUPERSEDED SURVEY CONTROL
 FG0073
 FG0073  NGVD 29 (??/??/92)  431.535  (m)         1415.79   (f) ADJ UNCH    2 0
 FG0073
 FG0073.Superseded values are not recommended for survey control.
 FG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0073.See file dsdata.txt to determine how the superseded data were derived.
 FG0073
 FG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV521499(NAD 83)
 FG0073_MARKER: DB = BENCH MARK DISK
 FG0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0073_STAMPING: E 164 1935
 FG0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0073+STABILITY: SURFACE MOTION
 FG0073
 FG0073  HISTORY     - Date     Condition        Report By
 FG0073  HISTORY     - 1935     MONUMENTED       CGS
 FG0073
 FG0073                          STATION DESCRIPTION
 FG0073
 FG0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0073'4.9 MI S FROM ARLBERG.
 FG0073'IN VAN BUREN COUNTY, 4.9 MILES SOUTH ALONG THE HOLLY MOUNTAIN ROAD
 FG0073'FROM THE MISSOURI AND NORTH ARKANSAS RAILWAY STATION AT ARLBERG, STONE
 FG0073'COUNTY, AT THE SOUTHEAST CORNER OF THE HOLLY MOUNTAIN CEMETERY, 22
 FG0073'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE ENTRANCE, 42 FEET WEST
 FG0073'OF THE CENTERLINE OF THE ROAD, 22 FEET WEST OF A SOUTHEAST FENCE
 FG0073'CORNER, 4 FEET SOUTH OF A 6-INCH HICKORY TREE, AND 1 FOOT NORTH OF AN
 FG0073'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED E 164 1935 AND SET IN
 FG0073'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2104 ***********************************************************************
 EH2104  DESIGNATION -  E 165
 EH2104  PID         -  EH2104
 EH2104  STATE/COUNTY-  AR/LONOKE
 EH2104  USGS QUAD   -  LONOKE (1982)
 EH2104
 EH2104                         *CURRENT SURVEY CONTROL
 EH2104  ___________________________________________________________________
 EH2104* NAD 83(1986)-  34 45 45.     (N)    091 55 50.     (W)     SCALED    
 EH2104* NAVD 88     -        71.725  (meters)     235.32   (feet)  ADJUSTED  
 EH2104  ___________________________________________________________________
 EH2104  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH2104  DYNAMIC HT  -          71.658 (meters)     235.10  (feet)  COMP
 EH2104  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 EH2104
 EH2104  VERT ORDER  -  FIRST     CLASS II
 EH2104
 EH2104.The horizontal coordinates were scaled from a topographic map and have
 EH2104.an estimated accuracy of +/- 6 seconds.
 EH2104
 EH2104.The orthometric height was determined by differential leveling
 EH2104.and adjusted by the National Geodetic Survey in June 1991..
 EH2104
 EH2104.The geoid height was determined by GEOID03.
 EH2104
 EH2104.The dynamic height is computed by dividing the NAVD 88
 EH2104.geopotential number by the normal gravity value computed on the
 EH2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2104.degrees latitude (g = 980.6199 gals.).
 EH2104
 EH2104.The modeled gravity was interpolated from observed gravity values.
 EH2104
 EH2104;                    North         East    Units  Estimated Accuracy
 EH2104;SPC AR S     -   632,460.      406,360.      MT  (+/- 180 meters Scaled)
 EH2104
 EH2104                          SUPERSEDED SURVEY CONTROL
 EH2104
 EH2104  NGVD 29 (??/??/??)   71.740  (m)          235.37   (f) ADJUSTED    1 2
 EH2104
 EH2104.Superseded values are not recommended for survey control.
 EH2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2104.See file dsdata.txt to determine how the superseded data were derived.
 EH2104
 EH2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU978472(NAD 83)
 EH2104_MARKER: DB = BENCH MARK DISK
 EH2104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2104_SP_SET: BRIDGE
 EH2104_STAMPING: E 165 1955
 EH2104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2104+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2104
 EH2104  HISTORY     - Date     Condition        Report By
 EH2104  HISTORY     - 1955     MONUMENTED       CGS
 EH2104  HISTORY     - 20030609 GOOD             USACE
 EH2104
 EH2104                          STATION DESCRIPTION
 EH2104
 EH2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2104'3.0 MI SW FROM LONOKE.
 EH2104'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK
 EH2104'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, 13.3 FEET NORTH OF THE
 EH2104'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH CONCRETE CURB
 EH2104'OF A BRIDGE OVER METO BAYOU, 10.9 FEET EAST OF THE WEST END OF THE
 EH2104'CURB.
 EH2104
 EH2104                          STATION RECOVERY (2003)
 EH2104
 EH2104'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0502 ***********************************************************************
 GE0502  DESIGNATION -  E 166
 GE0502  PID         -  GE0502
 GE0502  STATE/COUNTY-  AR/SHARP
 GE0502  USGS QUAD   -  HARDY (1981)
 GE0502
 GE0502                         *CURRENT SURVEY CONTROL
 GE0502  ___________________________________________________________________
 GE0502* NAD 83(1986)-  36 18 50.     (N)    091 29 33.     (W)     SCALED    
 GE0502* NAVD 88     -       128.478  (meters)     421.51   (feet)  ADJUSTED  
 GE0502  ___________________________________________________________________
 GE0502  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GE0502  DYNAMIC HT  -         128.371 (meters)     421.16  (feet)  COMP
 GE0502  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
 GE0502
 GE0502  VERT ORDER  -  SECOND    CLASS 0
 GE0502
 GE0502.The horizontal coordinates were scaled from a topographic map and have
 GE0502.an estimated accuracy of +/- 6 seconds.
 GE0502
 GE0502.The orthometric height was determined by differential leveling
 GE0502.and adjusted by the National Geodetic Survey in June 1991..
 GE0502
 GE0502.The geoid height was determined by GEOID03.
 GE0502
 GE0502.The dynamic height is computed by dividing the NAVD 88
 GE0502.geopotential number by the normal gravity value computed on the
 GE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0502.degrees latitude (g = 980.6199 gals.).
 GE0502
 GE0502.The modeled gravity was interpolated from observed gravity values.
 GE0502
 GE0502;                    North         East    Units  Estimated Accuracy
 GE0502;SPC AR N     -   219,850.      445,580.      MT  (+/- 180 meters Scaled)
 GE0502
 GE0502                          SUPERSEDED SURVEY CONTROL
 GE0502
 GE0502  NGVD 29 (??/??/92)  128.370  (m)          421.16   (f) ADJ UNCH    2 0
 GE0502
 GE0502.Superseded values are not recommended for survey control.
 GE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0502.See file dsdata.txt to determine how the superseded data were derived.
 GE0502
 GE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA353198(NAD 83)
 GE0502_MARKER: DB = BENCH MARK DISK
 GE0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0502_SP_SET: CULVERT
 GE0502_STAMPING: E 166 1955
 GE0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0502
 GE0502  HISTORY     - Date     Condition        Report By
 GE0502  HISTORY     - 1955     MONUMENTED       CGS
 GE0502
 GE0502                          STATION DESCRIPTION
 GE0502
 GE0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0502'0.6 MI SW FROM HARDY.
 GE0502'0.55 MILE SOUTHWEST ALONG OLD U.S. HIGHWAY 62 FROM THE ST.
 GE0502'LOUIS-SAN FRANCISCO RAILROAD STATION AT HARDY, 19 FEET NORTHWEST
 GE0502'OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE CENTER
 GE0502'OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0632 ***********************************************************************
 GE0632  DESIGNATION -  E 167
 GE0632  PID         -  GE0632
 GE0632  STATE/COUNTY-  AR/SHARP
 GE0632  USGS QUAD   -  EVENING SHADE (1961)
 GE0632
 GE0632                         *CURRENT SURVEY CONTROL
 GE0632  ___________________________________________________________________
 GE0632* NAD 83(1986)-  36 07 07.     (N)    091 36 19.     (W)     SCALED    
 GE0632* NAVD 88     -       197.792  (meters)     648.92   (feet)  ADJUSTED  
 GE0632  ___________________________________________________________________
 GE0632  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GE0632  DYNAMIC HT  -         197.624 (meters)     648.37  (feet)  COMP
 GE0632  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 GE0632
 GE0632  VERT ORDER  -  SECOND    CLASS 0
 GE0632
 GE0632.The horizontal coordinates were scaled from a topographic map and have
 GE0632.an estimated accuracy of +/- 6 seconds.
 GE0632
 GE0632.The orthometric height was determined by differential leveling
 GE0632.and adjusted by the National Geodetic Survey in June 1991..
 GE0632
 GE0632.The geoid height was determined by GEOID03.
 GE0632
 GE0632.The dynamic height is computed by dividing the NAVD 88
 GE0632.geopotential number by the normal gravity value computed on the
 GE0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0632.degrees latitude (g = 980.6199 gals.).
 GE0632
 GE0632.The modeled gravity was interpolated from observed gravity values.
 GE0632
 GE0632;                    North         East    Units  Estimated Accuracy
 GE0632;SPC AR N     -   198,140.      435,540.      MT  (+/- 180 meters Scaled)
 GE0632
 GE0632                          SUPERSEDED SURVEY CONTROL
 GE0632
 GE0632  NGVD 29 (??/??/92)  197.694  (m)          648.60   (f) ADJ UNCH    2 0
 GE0632
 GE0632.Superseded values are not recommended for survey control.
 GE0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0632.See file dsdata.txt to determine how the superseded data were derived.
 GE0632
 GE0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV255980(NAD 83)
 GE0632_MARKER: DB = BENCH MARK DISK
 GE0632_SETTING: 66 = SET IN ROCK OUTCROP
 GE0632_SP_SET: ROCK OUTCROP
 GE0632_STAMPING: E 167 1955
 GE0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0632+STABILITY: POSITION/ELEVATION WELL
 GE0632
 GE0632  HISTORY     - Date     Condition        Report By
 GE0632  HISTORY     - 1955     MONUMENTED       CGS
 GE0632
 GE0632                          STATION DESCRIPTION
 GE0632
 GE0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0632'3.8 MI N FROM EVENING SHADE.
 GE0632'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0632'EVENING SHADE, THENCE 3.6 MILES NORTH ALONG STATE HIGHWAY 11,
 GE0632'0.2 MILE NORTHWEST OF THE TOP OF A HILL, 0.05 MILE NORTH OF A
 GE0632'FARMHOUSE, 69 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9.8
 GE0632'FEET EAST OF AN 8 INCH HICKORY TREE, 6 FEET EAST OF A FENCE,
 GE0632'1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 4 X 4 FOOT ROCK
 GE0632'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1179 ***********************************************************************
 EH1179  DESIGNATION -  E 168
 EH1179  PID         -  EH1179
 EH1179  STATE/COUNTY-  AR/ARKANSAS
 EH1179  USGS QUAD   -  ULM (1968)
 EH1179
 EH1179                         *CURRENT SURVEY CONTROL
 EH1179  ___________________________________________________________________
 EH1179* NAD 83(1986)-  34 33 51.     (N)    091 28 23.     (W)     SCALED    
 EH1179* NAVD 88     -        64.142  (meters)     210.44   (feet)  ADJUSTED  
 EH1179  ___________________________________________________________________
 EH1179  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EH1179  DYNAMIC HT  -          64.081 (meters)     210.24  (feet)  COMP
 EH1179  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 EH1179
 EH1179  VERT ORDER  -  FIRST     CLASS II
 EH1179
 EH1179.The horizontal coordinates were scaled from a topographic map and have
 EH1179.an estimated accuracy of +/- 6 seconds.
 EH1179
 EH1179.The orthometric height was determined by differential leveling
 EH1179.and adjusted by the National Geodetic Survey in June 1991..
 EH1179
 EH1179.The geoid height was determined by GEOID03.
 EH1179
 EH1179.The dynamic height is computed by dividing the NAVD 88
 EH1179.geopotential number by the normal gravity value computed on the
 EH1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1179.degrees latitude (g = 980.6199 gals.).
 EH1179
 EH1179.The modeled gravity was interpolated from observed gravity values.
 EH1179
 EH1179;                    North         East    Units  Estimated Accuracy
 EH1179;SPC AR S     -   610,590.      448,360.      MT  (+/- 180 meters Scaled)
 EH1179
 EH1179                          SUPERSEDED SURVEY CONTROL
 EH1179
 EH1179  NGVD 29 (??/??/??)   64.167  (m)          210.52   (f) ADJUSTED    1 2
 EH1179
 EH1179.Superseded values are not recommended for survey control.
 EH1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1179.See file dsdata.txt to determine how the superseded data were derived.
 EH1179
 EH1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU400257(NAD 83)
 EH1179_MARKER: DB = BENCH MARK DISK
 EH1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1179_SP_SET: CULVERT
 EH1179_STAMPING: E 168 1955
 EH1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1179+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1179
 EH1179  HISTORY     - Date     Condition        Report By
 EH1179  HISTORY     - 1955     MONUMENTED       CGS
 EH1179  HISTORY     - 20030422 GOOD             USACE
 EH1179
 EH1179                          STATION DESCRIPTION
 EH1179
 EH1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1179'1.05 MI SW FROM ULM.
 EH1179'ABOUT 1.05 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1179'FROM THE STATION SIGN AT ULM, ABOUT 0.25 MILE SOUTHWEST OF MILE POLE
 EH1179'227, ABOUT 150 YARDS SOUTHWEST OF THE ARKANSAS-PRAIRIE COUNTY LINE, 86
 EH1179'1/2 FEET NORTHWEST OF NORTHWEST RAIL, 24 FEET SOUTHEAST OF CENTER LINE
 EH1179'OF U.S. HIGHWAY 79, IN THE TOP OF THE SOUTHWEST END OF SOUTHEAST HEAD
 EH1179'WALL OF A 5-FOOT CONCRETE CULVERT UNDER HIGHWAY 79, ABOUT 3 FEET BELOW
 EH1179'LEVEL OF TRACK AND ABOUT LEVEL WITH HIGHWAY.
 EH1179
 EH1179                          STATION RECOVERY (2003)
 EH1179
 EH1179'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1148 ***********************************************************************
 EH1148  DESIGNATION -  E 169
 EH1148  PID         -  EH1148
 EH1148  STATE/COUNTY-  AR/MONROE
 EH1148  USGS QUAD   -  BRINKLEY (1971)
 EH1148
 EH1148                         *CURRENT SURVEY CONTROL
 EH1148  ___________________________________________________________________
 EH1148* NAD 83(1986)-  34 53 08.     (N)    091 10 39.     (W)     SCALED    
 EH1148* NAVD 88     -        58.239  (meters)     191.07   (feet)  ADJUSTED  
 EH1148  ___________________________________________________________________
 EH1148  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1148  DYNAMIC HT  -          58.186 (meters)     190.90  (feet)  COMP
 EH1148  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 EH1148
 EH1148  VERT ORDER  -  FIRST     CLASS II
 EH1148
 EH1148.This mark is at Frank Federer Mem Airport (M36)
 EH1148
 EH1148.The horizontal coordinates were scaled from a topographic map and have
 EH1148.an estimated accuracy of +/- 6 seconds.
 EH1148
 EH1148.The orthometric height was determined by differential leveling
 EH1148.and adjusted by the National Geodetic Survey in June 1991..
 EH1148
 EH1148.The geoid height was determined by GEOID03.
 EH1148
 EH1148.The dynamic height is computed by dividing the NAVD 88
 EH1148.geopotential number by the normal gravity value computed on the
 EH1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1148.degrees latitude (g = 980.6199 gals.).
 EH1148
 EH1148.The modeled gravity was interpolated from observed gravity values.
 EH1148
 EH1148;                    North         East    Units  Estimated Accuracy
 EH1148;SPC AR S     -   646,420.      475,190.      MT  (+/- 180 meters Scaled)
 EH1148
 EH1148                          SUPERSEDED SURVEY CONTROL
 EH1148
 EH1148  NGVD 29 (??/??/??)   58.241  (m)          191.08   (f) ADJUSTED    1 2
 EH1148
 EH1148.Superseded values are not recommended for survey control.
 EH1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1148.See file dsdata.txt to determine how the superseded data were derived.
 EH1148
 EH1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU665618(NAD 83)
 EH1148_MARKER: DB = BENCH MARK DISK
 EH1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1148_STAMPING: E 169 1955
 EH1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1148+STABILITY: SURFACE MOTION
 EH1148
 EH1148  HISTORY     - Date     Condition        Report By
 EH1148  HISTORY     - 1955     MONUMENTED       CGS
 EH1148
 EH1148                          STATION DESCRIPTION
 EH1148
 EH1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1148'IN BRINKLEY.
 EH1148'AT BRINKLEY, ABOUT 0.85 MILE NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE
 EH1148'INTERSECTION OF MAIN STREET, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG
 EH1148'AIRPORT STREET, AT FEDERER MEMORIAL AIRPORT, 235 FEET SOUTHWEST OF
 EH1148'EXTENDED CENTER LINE OF AIRPORT STREET, 2 FEET WEST OF WEST CORNER OF
 EH1148'AN OPEN CORRUGATED HANGAR BUILDING, AND SET IN THE TOP OF A CONCRETE
 EH1148'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0530 ***********************************************************************
 GE0530  DESIGNATION -  E 17
 GE0530  PID         -  GE0530
 GE0530  STATE/COUNTY-  AR/FULTON
 GE0530  USGS QUAD   -  BYRON (1984)
 GE0530
 GE0530                         *CURRENT SURVEY CONTROL
 GE0530  ___________________________________________________________________
 GE0530* NAD 83(1986)-  36 17 01.     (N)    091 53 50.     (W)     SCALED    
 GE0530* NAVD 88     -       223.051  (meters)     731.79   (feet)  ADJUSTED  
 GE0530  ___________________________________________________________________
 GE0530  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GE0530  DYNAMIC HT  -         222.861 (meters)     731.17  (feet)  COMP
 GE0530  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GE0530
 GE0530  VERT ORDER  -  SECOND    CLASS 0
 GE0530
 GE0530.The horizontal coordinates were scaled from a topographic map and have
 GE0530.an estimated accuracy of +/- 6 seconds.
 GE0530
 GE0530.The orthometric height was determined by differential leveling
 GE0530.and adjusted by the National Geodetic Survey in June 1991..
 GE0530
 GE0530.The geoid height was determined by GEOID03.
 GE0530
 GE0530.The dynamic height is computed by dividing the NAVD 88
 GE0530.geopotential number by the normal gravity value computed on the
 GE0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0530.degrees latitude (g = 980.6199 gals.).
 GE0530
 GE0530.The modeled gravity was interpolated from observed gravity values.
 GE0530
 GE0530;                    North         East    Units  Estimated Accuracy
 GE0530;SPC AR N     -   216,380.      409,230.      MT  (+/- 180 meters Scaled)
 GE0530
 GE0530                          SUPERSEDED SURVEY CONTROL
 GE0530
 GE0530  NGVD 29 (??/??/92)  222.936  (m)          731.42   (f) ADJ UNCH    2 0
 GE0530
 GE0530.Superseded values are not recommended for survey control.
 GE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0530.See file dsdata.txt to determine how the superseded data were derived.
 GE0530
 GE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA990159(NAD 83)
 GE0530_MARKER: DB = BENCH MARK DISK
 GE0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0530_STAMPING: 731.416 E 17 1932
 GE0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0530+STABILITY: SURFACE MOTION
 GE0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0530+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 GE0530
 GE0530  HISTORY     - Date     Condition        Report By
 GE0530  HISTORY     - 1932     MONUMENTED       CGS
 GE0530  HISTORY     - 1935     GOOD             NGS
 GE0530  HISTORY     - 20051011 GOOD             ARHD
 GE0530
 GE0530                          STATION DESCRIPTION
 GE0530
 GE0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0530'2.2 MI NE FROM UNION.
 GE0530'ABOUT 2-1/4 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM UNION,
 GE0530'FULTON COUNTY, ABOUT 1.1 MILES NORTH OF STRAWBERRY CREEK, ON
 GE0530'THE FARM OWNED BY SAM LANDERS AND OCCUPIED BY LUCY BOLTON, 39 FEET
 GE0530'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 79 FEET SOUTHEAST
 GE0530'OF THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTHWEST OF A 10-INCH
 GE0530'POPLAR TREE, AND 1 FOOT WEST OF A POINT 14 FEET NORTH OF THE
 GE0530'SOUTHWEST CORNER OF THE YARD FENCE.  A STANDARD DISK, STAMPED
 GE0530'731.416 E 17 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0530
 GE0530                          STATION RECOVERY (1935)
 GE0530
 GE0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0530'RECOVERED IN GOOD CONDITION.
 GE0530
 GE0530                          STATION RECOVERY (2005)
 GE0530
 GE0530'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GE0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1221 ***********************************************************************
 EH1221  DESIGNATION -  E 170
 EH1221  PID         -  EH1221
 EH1221  STATE/COUNTY-  AR/MONROE
 EH1221  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1221
 EH1221                         *CURRENT SURVEY CONTROL
 EH1221  ___________________________________________________________________
 EH1221* NAD 83(1986)-  34 45 25.     (N)    091 15 53.     (W)     SCALED    
 EH1221* NAVD 88     -        55.646  (meters)     182.57   (feet)  ADJUSTED  
 EH1221  ___________________________________________________________________
 EH1221  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH1221  DYNAMIC HT  -          55.594 (meters)     182.39  (feet)  COMP
 EH1221  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 EH1221
 EH1221  VERT ORDER  -  FIRST     CLASS II
 EH1221
 EH1221.The horizontal coordinates were scaled from a topographic map and have
 EH1221.an estimated accuracy of +/- 6 seconds.
 EH1221
 EH1221.The orthometric height was determined by differential leveling
 EH1221.and adjusted by the National Geodetic Survey in June 1991..
 EH1221
 EH1221.The geoid height was determined by GEOID03.
 EH1221
 EH1221.The dynamic height is computed by dividing the NAVD 88
 EH1221.geopotential number by the normal gravity value computed on the
 EH1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1221.degrees latitude (g = 980.6199 gals.).
 EH1221
 EH1221.The modeled gravity was interpolated from observed gravity values.
 EH1221
 EH1221;                    North         East    Units  Estimated Accuracy
 EH1221;SPC AR S     -   632,090.      467,320.      MT  (+/- 180 meters Scaled)
 EH1221
 EH1221                          SUPERSEDED SURVEY CONTROL
 EH1221
 EH1221  NGVD 29 (??/??/??)   55.663  (m)          182.62   (f) ADJUSTED    1 2
 EH1221
 EH1221.Superseded values are not recommended for survey control.
 EH1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1221.See file dsdata.txt to determine how the superseded data were derived.
 EH1221
 EH1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU588474(NAD 83)
 EH1221_MARKER: DB = BENCH MARK DISK
 EH1221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1221_STAMPING: E 170 1955
 EH1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1221
 EH1221  HISTORY     - Date     Condition        Report By
 EH1221  HISTORY     - 1955     MONUMENTED       CGS
 EH1221
 EH1221                          STATION DESCRIPTION
 EH1221
 EH1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1221'5.0 MI NE FROM CLARENDON.
 EH1221'ABOUT 5.0 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1221'FROM THE STATION AT CLARENDON, ABOUT 1.8 MILES SOUTHWEST OF GRAVEL
 EH1221'ROAD CROSSING AT KEEVIL, 45 FEET SOUTHEAST OF SOUTHEAST RAIL, 20 FEET
 EH1221'SOUTHEAST OF MILE POLE 209, 1 FOOT NORTHWEST OF A FENCE LINE, AT ABOUT
 EH1221'RIGHT ANGLE ACROSS TRACK FROM TELEPHONE POLE NO. 369, ABOUT 6 FEET
 EH1221'BELOW LEVEL OF TRACK AND IS A DISK SET ON TOP OF A 3-INCH IRON PIPE
 EH1221'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1079 ***********************************************************************
 EH1079  DESIGNATION -  E 171
 EH1079  PID         -  EH1079
 EH1079  STATE/COUNTY-  AR/MONROE
 EH1079  USGS QUAD   -  PINE CITY (1971)
 EH1079
 EH1079                         *CURRENT SURVEY CONTROL
 EH1079  ___________________________________________________________________
 EH1079* NAD 83(1986)-  34 34 41.     (N)    091 04 51.     (W)     SCALED    
 EH1079* NAVD 88     -        52.008  (meters)     170.63   (feet)  ADJUSTED  
 EH1079  ___________________________________________________________________
 EH1079  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1079  DYNAMIC HT  -          51.959 (meters)     170.47  (feet)  COMP
 EH1079  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 EH1079
 EH1079  VERT ORDER  -  FIRST     CLASS II
 EH1079
 EH1079.The horizontal coordinates were scaled from a topographic map and have
 EH1079.an estimated accuracy of +/- 6 seconds.
 EH1079
 EH1079.The orthometric height was determined by differential leveling
 EH1079.and adjusted by the National Geodetic Survey in June 1991..
 EH1079
 EH1079.The geoid height was determined by GEOID03.
 EH1079
 EH1079.The dynamic height is computed by dividing the NAVD 88
 EH1079.geopotential number by the normal gravity value computed on the
 EH1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1079.degrees latitude (g = 980.6199 gals.).
 EH1079
 EH1079.The modeled gravity was interpolated from observed gravity values.
 EH1079
 EH1079;                    North         East    Units  Estimated Accuracy
 EH1079;SPC AR S     -   612,380.      484,330.      MT  (+/- 180 meters Scaled)
 EH1079
 EH1079                          SUPERSEDED SURVEY CONTROL
 EH1079
 EH1079  NGVD 29 (??/??/??)   52.036  (m)          170.72   (f) ADJUSTED    1 2
 EH1079
 EH1079.Superseded values are not recommended for survey control.
 EH1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1079.See file dsdata.txt to determine how the superseded data were derived.
 EH1079
 EH1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU760279(NAD 83)
 EH1079_MARKER: DB = BENCH MARK DISK
 EH1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1079_STAMPING: E 171 1956
 EH1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1079+STABILITY: SURFACE MOTION
 EH1079
 EH1079  HISTORY     - Date     Condition        Report By
 EH1079  HISTORY     - 1956     MONUMENTED       CGS
 EH1079  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1079
 EH1079                          STATION DESCRIPTION
 EH1079
 EH1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1079'0.9 MI W FROM PALMER.
 EH1079'ABOUT 0.9 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1079'STATION SIGN AND ROAD CROSSING AT PALMER, ABOUT 0.25 MILE EAST OF MILE
 EH1079'POLE 348, ABOUT 370 YARDS WEST OF WEST END OF TRESTLE NO. 347.5, 32
 EH1079'FEET NORTH OF NORTH RAIL, 1 FOOT SOUTH OF A FENCE LINE, 41 FEET EAST
 EH1079'OF A FENCE CORNER, 86 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF A FARM
 EH1079'HOUSE, 69 FEET EAST OF A TELEPHONE POLE WHICH IS IN FRONT OF FARM
 EH1079'HOUSE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 EH1079'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1079'2 INCHES.
 EH1079
 EH1079                          STATION RECOVERY (2003)
 EH1079
 EH1079'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0871 ***********************************************************************
 EH0871  DESIGNATION -  E 172
 EH0871  PID         -  EH0871
 EH0871  STATE/COUNTY-  AR/LEE
 EH0871  USGS QUAD   -  RONDO (1971)
 EH0871
 EH0871                         *CURRENT SURVEY CONTROL
 EH0871  ___________________________________________________________________
 EH0871* NAD 83(1986)-  34 39 28.     (N)    090 51 22.     (W)     SCALED    
 EH0871* NAVD 88     -        62.998  (meters)     206.69   (feet)  ADJUSTED  
 EH0871  ___________________________________________________________________
 EH0871  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0871  DYNAMIC HT  -          62.938 (meters)     206.49  (feet)  COMP
 EH0871  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 EH0871
 EH0871  VERT ORDER  -  FIRST     CLASS II
 EH0871
 EH0871.The horizontal coordinates were scaled from a topographic map and have
 EH0871.an estimated accuracy of +/- 6 seconds.
 EH0871
 EH0871.The orthometric height was determined by differential leveling
 EH0871.and adjusted by the National Geodetic Survey in June 1991..
 EH0871
 EH0871.The geoid height was determined by GEOID03.
 EH0871
 EH0871.The dynamic height is computed by dividing the NAVD 88
 EH0871.geopotential number by the normal gravity value computed on the
 EH0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0871.degrees latitude (g = 980.6199 gals.).
 EH0871
 EH0871.The modeled gravity was interpolated from observed gravity values.
 EH0871
 EH0871;                    North         East    Units  Estimated Accuracy
 EH0871;SPC AR S     -   621,430.      504,850.      MT  (+/- 180 meters Scaled)
 EH0871
 EH0871                          SUPERSEDED SURVEY CONTROL
 EH0871
 EH0871  NGVD 29 (??/??/??)   63.010  (m)          206.73   (f) ADJUSTED    1 2
 EH0871
 EH0871.Superseded values are not recommended for survey control.
 EH0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0871.See file dsdata.txt to determine how the superseded data were derived.
 EH0871
 EH0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU964371(NAD 83)
 EH0871_MARKER: DB = BENCH MARK DISK
 EH0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0871_STAMPING: E 172 1956
 EH0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0871+STABILITY: SURFACE MOTION
 EH0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0871+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH0871
 EH0871  HISTORY     - Date     Condition        Report By
 EH0871  HISTORY     - 1956     MONUMENTED       CGS
 EH0871  HISTORY     - 20030408 GOOD             USACE
 EH0871
 EH0871                          STATION DESCRIPTION
 EH0871
 EH0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0871'1.95 MI W FROM RONDO.
 EH0871'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 121 FROM THE COTTON GIN AT
 EH0871'RONDO, 56 FEET NORTH OF CENTER LINE OF HIGHWAY, 1 1/2 FEET EAST OF A
 EH0871'PROPERTY FENCE LINE RUNNING NORTH, 3 FEET NORTH OF A POWER POLE, 25
 EH0871'FEET NORTH OF WEST END OF A 15-INCH CORRUGATED PIPE CULVERT UNDER A
 EH0871'DRIVE NORTH TO A FIELD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 EH0871'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH0871'3 INCHES.
 EH0871
 EH0871                          STATION RECOVERY (2003)
 EH0871
 EH0871'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0649 ***********************************************************************
 FF0649  DESIGNATION -  E 173
 FF0649  PID         -  FF0649
 FF0649  STATE/COUNTY-  AR/ST FRANCIS
 FF0649  USGS QUAD   -  ROUND POND (1992)
 FF0649
 FF0649                         *CURRENT SURVEY CONTROL
 FF0649  ___________________________________________________________________
 FF0649* NAD 83(1986)-  35 04 31.     (N)    090 30 57.     (W)     SCALED    
 FF0649* NAVD 88     -        60.697  (meters)     199.14   (feet)  ADJUSTED  
 FF0649  ___________________________________________________________________
 FF0649  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FF0649  DYNAMIC HT  -          60.642 (meters)     198.96  (feet)  COMP
 FF0649  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 FF0649
 FF0649  VERT ORDER  -  FIRST     CLASS II
 FF0649
 FF0649.The horizontal coordinates were scaled from a topographic map and have
 FF0649.an estimated accuracy of +/- 6 seconds.
 FF0649
 FF0649.The orthometric height was determined by differential leveling
 FF0649.and adjusted by the National Geodetic Survey in June 1991..
 FF0649
 FF0649.The geoid height was determined by GEOID03.
 FF0649
 FF0649.The dynamic height is computed by dividing the NAVD 88
 FF0649.geopotential number by the normal gravity value computed on the
 FF0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0649.degrees latitude (g = 980.6199 gals.).
 FF0649
 FF0649.The modeled gravity was interpolated from observed gravity values.
 FF0649
 FF0649;                    North         East    Units  Estimated Accuracy
 FF0649;SPC AR N     -    83,330.      535,350.      MT  (+/- 180 meters Scaled)
 FF0649
 FF0649                          SUPERSEDED SURVEY CONTROL
 FF0649
 FF0649  NGVD 29 (??/??/??)   60.677  (m)          199.07   (f) ADJUSTED    1 2
 FF0649
 FF0649.Superseded values are not recommended for survey control.
 FF0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0649.See file dsdata.txt to determine how the superseded data were derived.
 FF0649
 FF0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU265842(NAD 83)
 FF0649_MARKER: DB = BENCH MARK DISK
 FF0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0649_STAMPING: E 173 1956
 FF0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0649+STABILITY: SURFACE MOTION
 FF0649
 FF0649  HISTORY     - Date     Condition        Report By
 FF0649  HISTORY     - 1956     MONUMENTED       CGS
 FF0649
 FF0649                          STATION DESCRIPTION
 FF0649
 FF0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0649'1 MI SW FROM HETH.
 FF0649'ABOUT 1.0 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0649'PACIFIC RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND
 FF0649'FLAG STATION AT HETH, ABOUT 0.1 MILE EAST-NORTHEAST OF TRESTLE
 FF0649'NO. 28.1, 46 1/2 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK,
 FF0649'26 1/2 FEET NORTH-NORTHWEST OF CENTER LINE OF A GRAVEL ROAD
 FF0649'PARALLEL TO TRACK, 55 FEET EAST OF THE FIRST TELEPHONE POLE
 FF0649'EAST-NORTHEAST OF MILE POST 28, 80 FEET SOUTHWEST OF THE SECOND
 FF0649'POLE EAST-NORTHEAST OF MILE POLE 28, 45 FEET NORTH-NORTHWEST AND
 FF0649'ACROSS ROAD FROM A POWER POLE, 62 FEET NORTHEAST OF CENTER OF
 FF0649'JUNCTION OF A FARM ROAD SOUTHWEST, ACROSS GRAVEL ROAD FROM A
 FF0649'FARM HOUSE AND ABOUT 9 FEET WEST OF THE EXTENDED EAST FACE OF
 FF0649'HOUSE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0649'9 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0649'POST PROJECTING 2 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0106 ***********************************************************************
 FF0106  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0106  DESIGNATION -  E 174
 FF0106  PID         -  FF0106
 FF0106  STATE/COUNTY-  AR/POINSETT
 FF0106  USGS QUAD   -  TYRONZA (1974)
 FF0106
 FF0106                         *CURRENT SURVEY CONTROL
 FF0106  ___________________________________________________________________
 FF0106* NAD 83(1997)-  35 29 54.70393(N)    090 22 09.48997(W)     ADJUSTED  
 FF0106* NAVD 88     -        67.15   (meters)     220.3    (feet)  GPS OBS   
 FF0106  ___________________________________________________________________
 FF0106  X           -     -33,507.201 (meters)                     COMP
 FF0106  Y           -  -5,198,430.069 (meters)                     COMP
 FF0106  Z           -   3,683,057.969 (meters)                     COMP
 FF0106  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FF0106  ELLIP HEIGHT-          39.39  (meters)          (05/31/05) GPS OBS
 FF0106  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FF0106  DYNAMIC HT  -          67.09  (meters)     220.1   (feet)  COMP
 FF0106  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 FF0106
 FF0106  HORZ ORDER  -  FIRST
 FF0106  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF0106  ELLP ORDER  -  FOURTH    CLASS II
 FF0106
 FF0106.The horizontal coordinates were established by GPS observations
 FF0106.and adjusted by the National Geodetic Survey in May 2005..
 FF0106
 FF0106.The orthometric height was determined by GPS observations and a
 FF0106.high-resolution geoid model using precise GPS observation and
 FF0106.processing techniques. It supersedes the leveled height previously
 FF0106.determined for this station.
 FF0106.WARNING-GPS observations at this control monument resulted in a GPS
 FF0106.derived orthometric height which differed from the leveled height by
 FF0106.more than one decimeter (0.1 meter).
 FF0106.The vertical order pertains to the first NAVD 88 superseded value.
 FF0106
 FF0106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0106
 FF0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0106
 FF0106.The ellipsoidal height was determined by GPS observations
 FF0106.and is referenced to NAD 83.
 FF0106
 FF0106.The geoid height was determined by GEOID03.
 FF0106
 FF0106.The dynamic height is computed by dividing the NAVD 88
 FF0106.geopotential number by the normal gravity value computed on the
 FF0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0106.degrees latitude (g = 980.6199 gals.).
 FF0106
 FF0106.The modeled gravity was interpolated from observed gravity values.
 FF0106
 FF0106;                    North         East     Units Scale Factor Converg.
 FF0106;SPC AR N     -   130,493.401   547,938.788   MT  0.99993705   +0 56 56.0
 FF0106;SPC AR N     -   428,127.10  1,797,695.84   sFT  0.99993705   +0 56 56.0
 FF0106;UTM  15      - 3,931,512.584   738,617.965   MT  1.00030172   +1 31 42.0
 FF0106
 FF0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0106!SPC AR N     -   0.99999382  x   0.99993705  =   0.99993087
 FF0106!UTM  15      -   0.99999382  x   1.00030172  =   1.00029554
 FF0106
 FF0106                          SUPERSEDED SURVEY CONTROL
 FF0106
 FF0106  NAVD 88 (06/15/91)   67.040  (m)          219.95   (f) ADJUSTED    1 2
 FF0106  NGVD 29 (??/??/??)   66.981  (m)          219.75   (f) ADJUSTED    1 2
 FF0106
 FF0106.Superseded values are not recommended for survey control.
 FF0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0106.See file dsdata.txt to determine how the superseded data were derived.
 FF0106
 FF0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3861831513(NAD 83)
 FF0106_MARKER: DB = BENCH MARK DISK
 FF0106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0106_SP_SET: HEADWALL
 FF0106_STAMPING: E 174 1956
 FF0106_MARK LOGO: CGS   
 FF0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0106+STABILITY: SURFACE MOTION
 FF0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0106+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 FF0106
 FF0106  HISTORY     - Date     Condition        Report By
 FF0106  HISTORY     - 1956     MONUMENTED       CGS
 FF0106  HISTORY     - 19920319 GOOD             NGS
 FF0106  HISTORY     - 20021016 GOOD             USACE
 FF0106  HISTORY     - 20030722 GOOD             EMCINC
 FF0106
 FF0106                          STATION DESCRIPTION
 FF0106
 FF0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0106'0.8 MI NW FROM TYRONZA.
 FF0106'0.75 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0106'FROM THE STATION AT TRYONZA, ABOUT 50 YARDS SOUTHWEST OF CENTER
 FF0106'LINE OF TRACK, ACROSS TRACK AND OLD U.S. HIGHWAY 63 FROM MILEAGE
 FF0106'POLE NO. 451/7, 38 FEET SOUTHWEST OF CENTER LINE OF OLD HIGHWAY,
 FF0106'7 1/2 FEET NORTHWEST OF CENTER LINE OF A DRIVE SOUTHWEST TO A
 FF0106'BRICK BUILDING HOUSING TELEPHONE CONTROLS, IN THE TOP OF SOUTHWEST
 FF0106'END OF THE NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE CULVERT
 FF0106'UNDER DRIVE, AND ABOUT LEVEL WITH OLD HIGHWAY AND DRIVE.
 FF0106
 FF0106                          STATION RECOVERY (1992)
 FF0106
 FF0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0106'1.2 KM (0.75 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF0106'FROM THE JUNCTION OF MAIN STREET IN TYRONZA, IN TOP OF AND 0.2 M
 FF0106'(0.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 FF0106'HEADWALL OF A CULVERT UNDER A DRIVEWAY LEADING TO A BRICK HOUSE, 38.3
 FF0106'M (125.7 FT) SOUTHWEST OF THE NEAR RAIL, 11.6 M (38.1 FT) SOUTHWEST
 FF0106'OF THE CENTER OF A ROAD, 4.5 M (14.8 FT) BELOW THE LEVEL OF THE
 FF0106'TRACK, AND 2.6 M (8.5 FT) NORTHWEST OF THE CENTER OF THE DRIVEWAY.
 FF0106
 FF0106                          STATION RECOVERY (2002)
 FF0106
 FF0106'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0106'RECOVERED IN GOOD CONDITION.
 FF0106
 FF0106                          STATION RECOVERY (2003)
 FF0106
 FF0106'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0106'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0515 ***********************************************************************
 FF0515  DESIGNATION -  E 175
 FF0515  PID         -  FF0515
 FF0515  STATE/COUNTY-  AR/ST FRANCIS
 FF0515  USGS QUAD   -  FORREST CITY (1976)
 FF0515
 FF0515                         *CURRENT SURVEY CONTROL
 FF0515  ___________________________________________________________________
 FF0515* NAD 83(1986)-  35 04 59.     (N)    090 49 07.     (W)     SCALED    
 FF0515* NAVD 88     -        75.584  (meters)     247.98   (feet)  ADJUSTED  
 FF0515  ___________________________________________________________________
 FF0515  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FF0515  DYNAMIC HT  -          75.515 (meters)     247.75  (feet)  COMP
 FF0515  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 FF0515
 FF0515  VERT ORDER  -  FIRST     CLASS II
 FF0515
 FF0515.The horizontal coordinates were scaled from a topographic map and have
 FF0515.an estimated accuracy of +/- 6 seconds.
 FF0515
 FF0515.The orthometric height was determined by differential leveling
 FF0515.and adjusted by the National Geodetic Survey in June 1991..
 FF0515
 FF0515.The geoid height was determined by GEOID03.
 FF0515
 FF0515.The dynamic height is computed by dividing the NAVD 88
 FF0515.geopotential number by the normal gravity value computed on the
 FF0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0515.degrees latitude (g = 980.6199 gals.).
 FF0515
 FF0515.The modeled gravity was interpolated from observed gravity values.
 FF0515
 FF0515;                    North         East    Units  Estimated Accuracy
 FF0515;SPC AR N     -    83,820.      507,730.      MT  (+/- 180 meters Scaled)
 FF0515
 FF0515                          SUPERSEDED SURVEY CONTROL
 FF0515
 FF0515  NGVD 29 (??/??/??)   75.559  (m)          247.90   (f) ADJUSTED    1 2
 FF0515
 FF0515.Superseded values are not recommended for survey control.
 FF0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0515.See file dsdata.txt to determine how the superseded data were derived.
 FF0515
 FF0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU988844(NAD 83)
 FF0515_MARKER: DB = BENCH MARK DISK
 FF0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0515_STAMPING: E 175 1956
 FF0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0515+STABILITY: SURFACE MOTION
 FF0515
 FF0515  HISTORY     - Date     Condition        Report By
 FF0515  HISTORY     - 1956     MONUMENTED       CGS
 FF0515  HISTORY     - 20030603 MARK NOT FOUND   USACE
 FF0515
 FF0515                          STATION DESCRIPTION
 FF0515
 FF0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0515'0.6 MI N FROM CALDWELL.
 FF0515'ABOUT 0.55 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0515'THE ROAD CROSSING AT CALDWELL, AT AN EAST-WEST DIRT ROAD CROSSING,
 FF0515'ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES 290/08 AND 290/09,
 FF0515'45 1/2 FEET WEST OF WEST RAIL OF MAIN TRACK, 61 FEET NORTHWEST OF
 FF0515'CENTER OF CROSSING OF MAIN TRACK AND DIRT ROAD, 38 FEET NORTH OF
 FF0515'CENTER LINE OF DIRT ROAD, 27 FEET NORTH OF TELEPHONE POLE NO. 1931
 FF0515'(THE FIRST POLE NORTH OF DIRT ROAD ON WEST SIDE OF TRACK, 36
 FF0515'FEET NORTHEAST OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN
 FF0515'WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 FF0515'CONCRETE POST PROJECTING 3 INCHES.
 FF0515
 FF0515                          STATION RECOVERY (2003)
 FF0515
 FF0515'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1254 ***********************************************************************
 EH1254  DESIGNATION -  E 176
 EH1254  PID         -  EH1254
 EH1254  STATE/COUNTY-  AR/LEE
 EH1254  USGS QUAD   -  GARRETT GROVE (1971)
 EH1254
 EH1254                         *CURRENT SURVEY CONTROL
 EH1254  ___________________________________________________________________
 EH1254* NAD 83(1986)-  34 51 57.     (N)    091 02 13.     (W)     SCALED    
 EH1254* NAVD 88     -        61.163  (meters)     200.67   (feet)  ADJUSTED  
 EH1254  ___________________________________________________________________
 EH1254  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1254  DYNAMIC HT  -          61.107 (meters)     200.48  (feet)  COMP
 EH1254  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 EH1254
 EH1254  VERT ORDER  -  FIRST     CLASS II
 EH1254
 EH1254.The horizontal coordinates were scaled from a topographic map and have
 EH1254.an estimated accuracy of +/- 6 seconds.
 EH1254
 EH1254.The orthometric height was determined by differential leveling
 EH1254.and adjusted by the National Geodetic Survey in June 1991..
 EH1254
 EH1254.The geoid height was determined by GEOID03.
 EH1254
 EH1254.The dynamic height is computed by dividing the NAVD 88
 EH1254.geopotential number by the normal gravity value computed on the
 EH1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1254.degrees latitude (g = 980.6199 gals.).
 EH1254
 EH1254.The modeled gravity was interpolated from observed gravity values.
 EH1254
 EH1254;                    North         East    Units  Estimated Accuracy
 EH1254;SPC AR S     -   644,340.      488,060.      MT  (+/- 180 meters Scaled)
 EH1254
 EH1254                          SUPERSEDED SURVEY CONTROL
 EH1254
 EH1254  NGVD 29 (??/??/??)   61.164  (m)          200.67   (f) ADJUSTED    1 2
 EH1254
 EH1254.Superseded values are not recommended for survey control.
 EH1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1254.See file dsdata.txt to determine how the superseded data were derived.
 EH1254
 EH1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU794599(NAD 83)
 EH1254_MARKER: DB = BENCH MARK DISK
 EH1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1254_STAMPING: E 176 1955
 EH1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1254+STABILITY: SURFACE MOTION
 EH1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1254+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2003
 EH1254
 EH1254  HISTORY     - Date     Condition        Report By
 EH1254  HISTORY     - 1955     MONUMENTED       CGS
 EH1254  HISTORY     - 20030320 GOOD             USACE
 EH1254
 EH1254                          STATION DESCRIPTION
 EH1254
 EH1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1254'5.65 MI SE FROM WHEATLEY.
 EH1254'ABOUT 5.65 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF
 EH1254'U.S. HIGHWAY 70 AT WHEATLEY, ABOUT 6.1 MILES NORTHWEST ALONG HIGHWAY
 EH1254'78 FROM THE ROAD CROSSING AT MORO, ABOUT 0.3 MILE NORTHWEST OF A
 EH1254'12-FOOT CONCRETE BRIDGE, AT AN EAST-WEST CROSSROAD, 48 1/2 FEET
 EH1254'SOUTHWEST OF CENTER LINE OF HIGHWAY AT CENTER OF INTERSECTION, 39 FEET
 EH1254'SOUTH OF CENTER LINE OF ROAD WEST, 29 FEET SOUTHEAST OF A FENCE
 EH1254'CORNER, 17 FEET SOUTH OF A POWER POLE WITH EXTENDING 4 DIRECTIONS, 2
 EH1254'FEET NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 EH1254'WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 EH1254'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EH1254
 EH1254                          STATION RECOVERY (2003)
 EH1254
 EH1254'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1073 ***********************************************************************
 EH1073  DESIGNATION -  E 177
 EH1073  PID         -  EH1073
 EH1073  STATE/COUNTY-  AR/MONROE
 EH1073  USGS QUAD   -  HOLLY GROVE (1971)
 EH1073
 EH1073                         *CURRENT SURVEY CONTROL
 EH1073  ___________________________________________________________________
 EH1073* NAD 83(1986)-  34 35 08.     (N)    091 08 04.     (W)     SCALED    
 EH1073* NAVD 88     -        53.658  (meters)     176.04   (feet)  ADJUSTED  
 EH1073  ___________________________________________________________________
 EH1073  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1073  DYNAMIC HT  -          53.607 (meters)     175.88  (feet)  COMP
 EH1073  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 EH1073
 EH1073  VERT ORDER  -  FIRST     CLASS II
 EH1073
 EH1073.The horizontal coordinates were scaled from a topographic map and have
 EH1073.an estimated accuracy of +/- 6 seconds.
 EH1073
 EH1073.The orthometric height was determined by differential leveling
 EH1073.and adjusted by the National Geodetic Survey in June 1991..
 EH1073
 EH1073.The geoid height was determined by GEOID03.
 EH1073
 EH1073.The dynamic height is computed by dividing the NAVD 88
 EH1073.geopotential number by the normal gravity value computed on the
 EH1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1073.degrees latitude (g = 980.6199 gals.).
 EH1073
 EH1073.The modeled gravity was interpolated from observed gravity values.
 EH1073
 EH1073;                    North         East    Units  Estimated Accuracy
 EH1073;SPC AR S     -   613,170.      479,410.      MT  (+/- 180 meters Scaled)
 EH1073
 EH1073                          SUPERSEDED SURVEY CONTROL
 EH1073
 EH1073  NGVD 29 (??/??/92)   53.683  (m)          176.12   (f) ADJ UNCH    1 2
 EH1073
 EH1073.Superseded values are not recommended for survey control.
 EH1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1073.See file dsdata.txt to determine how the superseded data were derived.
 EH1073
 EH1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU711286(NAD 83)
 EH1073_MARKER: DB = BENCH MARK DISK
 EH1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1073_STAMPING: E 177 1955
 EH1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1073+STABILITY: SURFACE MOTION
 EH1073
 EH1073  HISTORY     - Date     Condition        Report By
 EH1073  HISTORY     - 1955     MONUMENTED       CGS
 EH1073  HISTORY     - 1971     MARK NOT FOUND   USGS
 EH1073
 EH1073                          STATION DESCRIPTION
 EH1073
 EH1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1073'3.75 MI E FROM HOLLY GROVE.
 EH1073'ABOUT 3.75 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1073'STATION AT HOLLY GROVE, ABOUT 0.15 MILE EAST OF MILE POLE 351, 35 FEET
 EH1073'SOUTH OF SOUTH RAIL, 73 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO.
 EH1073'350/22, 23 FEET EAST-NORTHEAST OF A 26-INCH OAK TREE, 14 FEET
 EH1073'WEST-NORTHWEST OF A 30-INCH OAK TREE, 2 FEET NORTH OF A WHITE WOODEN
 EH1073'WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 EH1073'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- 1971 REPORT-- LOGGING
 EH1073'HAS BEEN DONE IN THE AREA.
 EH1073
 EH1073                          STATION RECOVERY (1971)
 EH1073
 EH1073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EH1073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1269 ***********************************************************************
 FF1269  DESIGNATION -  E 178
 FF1269  PID         -  FF1269
 FF1269  STATE/COUNTY-  AR/WOODRUFF
 FF1269  USGS QUAD   -  FAIR OAKS (1971)
 FF1269
 FF1269                         *CURRENT SURVEY CONTROL
 FF1269  ___________________________________________________________________
 FF1269* NAD 83(1986)-  35 12 27.     (N)    091 02 36.     (W)     SCALED    
 FF1269* NAVD 88     -        65.429  (meters)     214.66   (feet)  ADJUSTED  
 FF1269  ___________________________________________________________________
 FF1269  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1269  DYNAMIC HT  -          65.370 (meters)     214.47  (feet)  COMP
 FF1269  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FF1269
 FF1269  VERT ORDER  -  FIRST     CLASS II
 FF1269
 FF1269.The horizontal coordinates were scaled from a topographic map and have
 FF1269.an estimated accuracy of +/- 6 seconds.
 FF1269
 FF1269.The orthometric height was determined by differential leveling
 FF1269.and adjusted by the National Geodetic Survey in June 1991..
 FF1269
 FF1269.The geoid height was determined by GEOID03.
 FF1269
 FF1269.The dynamic height is computed by dividing the NAVD 88
 FF1269.geopotential number by the normal gravity value computed on the
 FF1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1269.degrees latitude (g = 980.6199 gals.).
 FF1269
 FF1269.The modeled gravity was interpolated from observed gravity values.
 FF1269
 FF1269;                    North         East    Units  Estimated Accuracy
 FF1269;SPC AR N     -    97,400.      487,110.      MT  (+/- 180 meters Scaled)
 FF1269
 FF1269                          SUPERSEDED SURVEY CONTROL
 FF1269
 FF1269  NGVD 29 (??/??/??)   65.398  (m)          214.56   (f) ADJUSTED    1 2
 FF1269
 FF1269.Superseded values are not recommended for survey control.
 FF1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1269.See file dsdata.txt to determine how the superseded data were derived.
 FF1269
 FF1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU781978(NAD 83)
 FF1269_MARKER: DB = BENCH MARK DISK
 FF1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1269_STAMPING: E 178 1956
 FF1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1269+STABILITY: SURFACE MOTION
 FF1269
 FF1269  HISTORY     - Date     Condition        Report By
 FF1269  HISTORY     - 1956     MONUMENTED       CGS
 FF1269  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1269
 FF1269                          STATION DESCRIPTION
 FF1269
 FF1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1269'2.6 MI SW FROM FAIROAKS.
 FF1269'2.6 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1269'FROM THE STATION AT FAIROAKS, ABOUT 0.2 MILE SOUTHWEST OF MILE
 FF1269'POLE 175, 46 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 62 FEET
 FF1269'SOUTHEAST OF CENTER LINE OF A GRAVEL ROAD PARALLELING THE
 FF1269'TRACK, 41 FEET WEST OF A RAILROAD SIGN S, 26 1/2 FEET
 FF1269'NORTH-NORTHWEST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 FF1269'FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 FF1269'ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF1269'CONCRETE POST PROJECTING 4 INCHES.
 FF1269
 FF1269                          STATION RECOVERY (1970)
 FF1269
 FF1269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0159 ***********************************************************************
 FF0159  DESIGNATION -  E 179
 FF0159  PID         -  FF0159
 FF0159  STATE/COUNTY-  AR/CRITTENDEN
 FF0159  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0159
 FF0159                         *CURRENT SURVEY CONTROL
 FF0159  ___________________________________________________________________
 FF0159* NAD 83(1986)-  35 11 02.     (N)    090 09 12.     (W)     SCALED    
 FF0159* NAVD 88     -        66.100  (meters)     216.86   (feet)  ADJUSTED  
 FF0159  ___________________________________________________________________
 FF0159  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0159  DYNAMIC HT  -          66.041 (meters)     216.67  (feet)  COMP
 FF0159  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 FF0159
 FF0159  VERT ORDER  -  FIRST     CLASS II
 FF0159
 FF0159.The horizontal coordinates were scaled from a topographic map and have
 FF0159.an estimated accuracy of +/- 6 seconds.
 FF0159
 FF0159.The orthometric height was determined by differential leveling
 FF0159.and adjusted by the National Geodetic Survey in June 1991..
 FF0159
 FF0159.The geoid height was determined by GEOID03.
 FF0159
 FF0159.The dynamic height is computed by dividing the NAVD 88
 FF0159.geopotential number by the normal gravity value computed on the
 FF0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0159.degrees latitude (g = 980.6199 gals.).
 FF0159
 FF0159.The modeled gravity was interpolated from observed gravity values.
 FF0159
 FF0159;                    North         East    Units  Estimated Accuracy
 FF0159;SPC AR N     -    95,940.      568,180.      MT  (+/- 180 meters Scaled)
 FF0159
 FF0159                          SUPERSEDED SURVEY CONTROL
 FF0159
 FF0159  NGVD 29 (??/??/??)   66.069  (m)          216.76   (f) ADJUSTED    1 2
 FF0159
 FF0159.Superseded values are not recommended for survey control.
 FF0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0159.See file dsdata.txt to determine how the superseded data were derived.
 FF0159
 FF0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU592971(NAD 83)
 FF0159_MARKER: DB = BENCH MARK DISK
 FF0159_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0159_SP_SET: 50 FEET
 FF0159_STAMPING: E 179 1956
 FF0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0159
 FF0159  HISTORY     - Date     Condition        Report By
 FF0159  HISTORY     - 1956     MONUMENTED       CGS
 FF0159  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0159
 FF0159                          STATION DESCRIPTION
 FF0159
 FF0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0159'3.2 MI SE FROM MARION.
 FF0159'3.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0159'FROM THE STATION AT MARION, ABOUT 0.1 MILE NORTHWEST OF MILE
 FF0159'POLE 477, AT RAILROAD TRESTLE NO. 476.9, 28 1/2 FEET SOUTHWEST
 FF0159'OF SOUTHWEST RAIL, 22 1/2 FEET SOUTHWEST OF SOUTH CORNER OF
 FF0159'TRESTLE, 7 FEET NORTHWEST OF A TELEPHONE POLE AND ABOUT IN LINE
 FF0159'WITH ROW OF POLES, 97 FEET SOUTHEAST OF CENTER LINE OF A DIRT
 FF0159'ROAD WHICH PASSES UNDER TRESTLE, 2 3/4 FEET NORTHEAST OF A WHITE
 FF0159'WOODEN WITNESS POST, ABOUT 10 FEET BELOW LEVEL OF TRACK AND IS
 FF0159'A DISK ON TOP OF A COPPER COATED STEEL ROD ABOUT FLUSH WITH
 FF0159'GROUND AND SURROUNDED BY A 4-INCH TILE WHICH PROJECTS 4 INCHES.
 FF0159'THE ROD IS DRIVEN TO A DEPTH OF 50-FEET.
 FF0159
 FF0159                          STATION RECOVERY (1992)
 FF0159
 FF0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0159'THE TRESTLE HAS BEEN REMOVED AND THE AREA HAS BEEN FILLED.  ASSUMED
 FF0159'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0022 ***********************************************************************
 FG0022  DESIGNATION -  E 18
 FG0022  PID         -  FG0022
 FG0022  STATE/COUNTY-  AR/STONE
 FG0022  USGS QUAD   -  MOUNTAIN VIEW SW (1969)
 FG0022
 FG0022                         *CURRENT SURVEY CONTROL
 FG0022  ___________________________________________________________________
 FG0022* NAD 83(1986)-  35 45 45.     (N)    092 13 21.     (W)     SCALED    
 FG0022* NAVD 88     -       287.937  (meters)     944.67   (feet)  ADJUSTED  
 FG0022  ___________________________________________________________________
 FG0022  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FG0022  DYNAMIC HT  -         287.677 (meters)     943.82  (feet)  COMP
 FG0022  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FG0022
 FG0022  VERT ORDER  -  SECOND    CLASS 0
 FG0022
 FG0022.The horizontal coordinates were scaled from a topographic map and have
 FG0022.an estimated accuracy of +/- 6 seconds.
 FG0022
 FG0022.The orthometric height was determined by differential leveling
 FG0022.and adjusted by the National Geodetic Survey in June 1991..
 FG0022
 FG0022.The geoid height was determined by GEOID03.
 FG0022
 FG0022.The dynamic height is computed by dividing the NAVD 88
 FG0022.geopotential number by the normal gravity value computed on the
 FG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0022.degrees latitude (g = 980.6199 gals.).
 FG0022
 FG0022.The modeled gravity was interpolated from observed gravity values.
 FG0022
 FG0022;                    North         East    Units  Estimated Accuracy
 FG0022;SPC AR N     -   158,580.      379,880.      MT  (+/- 180 meters Scaled)
 FG0022
 FG0022                          SUPERSEDED SURVEY CONTROL
 FG0022
 FG0022  NGVD 29 (??/??/92)  287.845  (m)          944.37   (f) ADJ UNCH    2 0
 FG0022
 FG0022.Superseded values are not recommended for survey control.
 FG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0022.See file dsdata.txt to determine how the superseded data were derived.
 FG0022
 FG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV702578(NAD 83)
 FG0022_MARKER: DB = BENCH MARK DISK
 FG0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0022+STABILITY: SURFACE MOTION
 FG0022
 FG0022  HISTORY     - Date     Condition        Report By
 FG0022  HISTORY     - UNK      MONUMENTED       CGS
 FG0022  HISTORY     - 1932     GOOD             NGS
 FG0022  HISTORY     - 1934     GOOD             NGS
 FG0022
 FG0022                          STATION DESCRIPTION
 FG0022
 FG0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0022'15.25 MI SW FROM MOUNTAIN VIEW.
 FG0022'LOCATED ON R.S. DUNCANS FARM WHICH IS SITUATED 1/2 MILE N.E. OF TURKEY
 FG0022'CREEK SCHOOL HOUSE.  85 FEET N.W. OF THE CENTERLINE OF HIGHWAY NO. 9,
 FG0022'32 FEET S X E OF THE S.E. CORNER OF THE HOUSE, 45 FEET E X S OF EAST
 FG0022'WALL OF STORM CELLAR AND 16 FEET WEST AND 1 FOOT SOUTH OF S.E. CORNER
 FG0022'OF YARD.
 FG0022
 FG0022                          STATION RECOVERY (1934)
 FG0022
 FG0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0779 ***********************************************************************
 FF0779  DESIGNATION -  E 180
 FF0779  PID         -  FF0779
 FF0779  STATE/COUNTY-  AR/CRAIGHEAD
 FF0779  USGS QUAD   -  GREENFIELD (1983)
 FF0779
 FF0779                         *CURRENT SURVEY CONTROL
 FF0779  ___________________________________________________________________
 FF0779* NAD 83(1986)-  35 43 08.     (N)    090 41 23.     (W)     SCALED    
 FF0779* NAVD 88     -        76.297  (meters)     250.32   (feet)  ADJUSTED  
 FF0779  ___________________________________________________________________
 FF0779  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF0779  DYNAMIC HT  -          76.232 (meters)     250.10  (feet)  COMP
 FF0779  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 FF0779
 FF0779  VERT ORDER  -  FIRST     CLASS II
 FF0779
 FF0779.The horizontal coordinates were scaled from a topographic map and have
 FF0779.an estimated accuracy of +/- 6 seconds.
 FF0779
 FF0779.The orthometric height was determined by differential leveling
 FF0779.and adjusted by the National Geodetic Survey in June 1991..
 FF0779
 FF0779.The geoid height was determined by GEOID03.
 FF0779
 FF0779.The dynamic height is computed by dividing the NAVD 88
 FF0779.geopotential number by the normal gravity value computed on the
 FF0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0779.degrees latitude (g = 980.6199 gals.).
 FF0779
 FF0779.The modeled gravity was interpolated from observed gravity values.
 FF0779
 FF0779;                    North         East    Units  Estimated Accuracy
 FF0779;SPC AR N     -   154,510.      518,550.      MT  (+/- 180 meters Scaled)
 FF0779
 FF0779                          SUPERSEDED SURVEY CONTROL
 FF0779
 FF0779  NGVD 29 (??/??/??)   76.225  (m)          250.08   (f) ADJUSTED    1 2
 FF0779
 FF0779.Superseded values are not recommended for survey control.
 FF0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0779.See file dsdata.txt to determine how the superseded data were derived.
 FF0779
 FF0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV089552(NAD 83)
 FF0779_MARKER: DB = BENCH MARK DISK
 FF0779_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0779_SP_SET: 50 FEET
 FF0779_STAMPING: E 180 1956
 FF0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0779
 FF0779  HISTORY     - Date     Condition        Report By
 FF0779  HISTORY     - 1956     MONUMENTED       CGS
 FF0779  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0779
 FF0779                          STATION DESCRIPTION
 FF0779
 FF0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0779'7.6 MI S FROM NETTLETON.
 FF0779'7.65 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0779'STATION AT NETTLETON, AT AN EAST-WEST ROAD CROSSING, 46 FEET
 FF0779'EAST OF EAST RAIL OF MAIN TRACK, 32 FEET EAST OF EAST RAIL OF
 FF0779'A SIDE TRACK, 81 1/2 FEET NORTH OF TELEPHONE POLE NO. 245/23,
 FF0779'77 FEET SOUTHEAST OF CENTER OF CROSSING OF MAIN TRACK AND ROAD,
 FF0779'67 FEET SOUTH OF CENTER LINE OF ROAD, 48 FEET SOUTH OF SOUTH
 FF0779'END OF THE EAST ONE OF TWO 40-INCH METAL PIPE CULVERTS UNDER
 FF0779'ROAD, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE
 FF0779'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK
 FF0779'AND IS A DISK ON TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH
 FF0779'GROUND AND SURROUNDED BY A 4-INCH TILE PROJECTING 3 INCHES.
 FF0779'THE ROD IS DRIVEN TO A DEPTH OF 50-FEET.
 FF0779
 FF0779                          STATION RECOVERY (1978)
 FF0779
 FF0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0655 ***********************************************************************
 FF0655  DESIGNATION -  E 181
 FF0655  PID         -  FF0655
 FF0655  STATE/COUNTY-  AR/POINSETT
 FF0655  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0655
 FF0655                         *CURRENT SURVEY CONTROL
 FF0655  ___________________________________________________________________
 FF0655* NAD 83(1986)-  35 26 36.     (N)    090 59 09.     (W)     SCALED    
 FF0655* NAVD 88     -        69.894  (meters)     229.31   (feet)  ADJUSTED  
 FF0655  ___________________________________________________________________
 FF0655  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF0655  DYNAMIC HT  -          69.833 (meters)     229.11  (feet)  COMP
 FF0655  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FF0655
 FF0655  VERT ORDER  -  FIRST     CLASS II
 FF0655
 FF0655.The horizontal coordinates were scaled from a topographic map and have
 FF0655.an estimated accuracy of +/- 6 seconds.
 FF0655
 FF0655.The orthometric height was determined by differential leveling
 FF0655.and adjusted by the National Geodetic Survey in June 1991..
 FF0655
 FF0655.The geoid height was determined by GEOID03.
 FF0655
 FF0655.The dynamic height is computed by dividing the NAVD 88
 FF0655.geopotential number by the normal gravity value computed on the
 FF0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0655.degrees latitude (g = 980.6199 gals.).
 FF0655
 FF0655.The modeled gravity was interpolated from observed gravity values.
 FF0655
 FF0655;                    North         East    Units  Estimated Accuracy
 FF0655;SPC AR N     -   123,620.      492,070.      MT  (+/- 180 meters Scaled)
 FF0655
 FF0655                          SUPERSEDED SURVEY CONTROL
 FF0655
 FF0655  NGVD 29 (??/??/??)   69.846  (m)          229.15   (f) ADJUSTED    1 2
 FF0655
 FF0655.Superseded values are not recommended for survey control.
 FF0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0655.See file dsdata.txt to determine how the superseded data were derived.
 FF0655
 FF0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV828240(NAD 83)
 FF0655_MARKER: DB = BENCH MARK DISK
 FF0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0655_SP_SET: CULVERT
 FF0655_STAMPING: E 181 1956
 FF0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0655
 FF0655  HISTORY     - Date     Condition        Report By
 FF0655  HISTORY     - 1956     MONUMENTED       CGS
 FF0655  HISTORY     - 20030506 MARK NOT FOUND   USACE
 FF0655
 FF0655                          STATION DESCRIPTION
 FF0655
 FF0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0655'3.4 MI S FROM FISHER.
 FF0655'ABOUT 3.4 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0655'FROM THE STATION AT FISHER, ABOUT 3.0 MILES NORTH OF THE STATION
 FF0655'AT HICKORY RIDGE, CROSS COUNTY, EAST AND ACROSS STATE HIGHWAY 39
 FF0655'FROM A POINT BETWEEN TELEPHONE POLES 158/18 AND 158/19,
 FF0655'140 1/2 FEET EAST AND ACROSS HIGHWAY FROM EAST RAIL, 49 FEET
 FF0655'EAST OF CENTER LINE OF HIGHWAY, 299 FEET NORTH OF CENTER LINE
 FF0655'OF AN EAST-WEST GRAVEL ROAD AND THE POINSETT-CROSS COUNTY LINE,
 FF0655'276 FEET NORTH OF NORTH END OF EAST CONCRETE HEAD WALL OF A
 FF0655'24-INCH PIPE CULVERT UNDER HIGHWAY, ABOUT 2 FEET BELOW LEVEL OF
 FF0655'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0655
 FF0655                          STATION RECOVERY (2003)
 FF0655
 FF0655'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0697 ***********************************************************************
 FF0697  DESIGNATION -  E 182
 FF0697  PID         -  FF0697
 FF0697  STATE/COUNTY-  AR/CROSS
 FF0697  USGS QUAD   -  VANNDALE (1984)
 FF0697
 FF0697                         *CURRENT SURVEY CONTROL
 FF0697  ___________________________________________________________________
 FF0697* NAD 83(1986)-  35 18 53.     (N)    090 46 23.     (W)     SCALED    
 FF0697* NAVD 88     -        83.698  (meters)     274.60   (feet)  ADJUSTED  
 FF0697  ___________________________________________________________________
 FF0697  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF0697  DYNAMIC HT  -          83.623 (meters)     274.35  (feet)  COMP
 FF0697  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 FF0697
 FF0697  VERT ORDER  -  FIRST     CLASS II
 FF0697
 FF0697.The horizontal coordinates were scaled from a topographic map and have
 FF0697.an estimated accuracy of +/- 6 seconds.
 FF0697
 FF0697.The orthometric height was determined by differential leveling
 FF0697.and adjusted by the National Geodetic Survey in June 1991..
 FF0697
 FF0697.The geoid height was determined by GEOID03.
 FF0697
 FF0697.The dynamic height is computed by dividing the NAVD 88
 FF0697.geopotential number by the normal gravity value computed on the
 FF0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0697.degrees latitude (g = 980.6199 gals.).
 FF0697
 FF0697.The modeled gravity was interpolated from observed gravity values.
 FF0697
 FF0697;                    North         East    Units  Estimated Accuracy
 FF0697;SPC AR N     -   109,570.      511,570.      MT  (+/- 180 meters Scaled)
 FF0697
 FF0697                          SUPERSEDED SURVEY CONTROL
 FF0697
 FF0697  NGVD 29 (??/??/??)   83.658  (m)          274.47   (f) ADJUSTED    1 2
 FF0697
 FF0697.Superseded values are not recommended for survey control.
 FF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0697.See file dsdata.txt to determine how the superseded data were derived.
 FF0697
 FF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV024102(NAD 83)
 FF0697_MARKER: DB = BENCH MARK DISK
 FF0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0697_SP_SET: BUILDING
 FF0697_STAMPING: E 182 1956
 FF0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0697
 FF0697  HISTORY     - Date     Condition        Report By
 FF0697  HISTORY     - 1956     MONUMENTED       CGS
 FF0697  HISTORY     - 20030505 POOR             USACE
 FF0697
 FF0697                          STATION DESCRIPTION
 FF0697
 FF0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0697'AT VANNDALE.
 FF0697'AT VANNDALE, AT THE HIGH SCHOOL, ABOUT 0.1 MILE WEST OF THE
 FF0697'MISSOURI PACIFIC RAILROAD TRACK, ABOUT 82 YARDS WEST OF STATE
 FF0697'HIGHWAY 1 LEADING NORTH, SET VERTICALLY IN THE EAST FACE OF
 FF0697'2-STORY BRICK GYMNASIUM BUILDING, 1 1/2 FEET NORTH OF SOUTHEAST
 FF0697'CORNER OF BUILDING AND 1 1/2 FEET ABOVE A CONCRETE WALK AROUND
 FF0697'BUILDING.
 FF0697
 FF0697                          STATION RECOVERY (2003)
 FF0697
 FF0697'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0697'OLD SCHOOL BUILDING TORN DOWN. NEW SCHOOL BUILT AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0909 ***********************************************************************
 FF0909  DESIGNATION -  E 183
 FF0909  PID         -  FF0909
 FF0909  STATE/COUNTY-  AR/POINSETT
 FF0909  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0909
 FF0909                         *CURRENT SURVEY CONTROL
 FF0909  ___________________________________________________________________
 FF0909* NAD 83(1986)-  35 33 51.     (N)    090 51 26.     (W)     SCALED    
 FF0909* NAVD 88     -        73.302  (meters)     240.49   (feet)  ADJUSTED  
 FF0909  ___________________________________________________________________
 FF0909  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0909  DYNAMIC HT  -          73.238 (meters)     240.28  (feet)  COMP
 FF0909  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FF0909
 FF0909  VERT ORDER  -  FIRST     CLASS II
 FF0909
 FF0909.The horizontal coordinates were scaled from a topographic map and have
 FF0909.an estimated accuracy of +/- 6 seconds.
 FF0909
 FF0909.The orthometric height was determined by differential leveling
 FF0909.and adjusted by the National Geodetic Survey in June 1991..
 FF0909
 FF0909.The geoid height was determined by GEOID03.
 FF0909
 FF0909.The dynamic height is computed by dividing the NAVD 88
 FF0909.geopotential number by the normal gravity value computed on the
 FF0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0909.degrees latitude (g = 980.6199 gals.).
 FF0909
 FF0909.The modeled gravity was interpolated from observed gravity values.
 FF0909
 FF0909;                    North         East    Units  Estimated Accuracy
 FF0909;SPC AR N     -   137,150.      503,590.      MT  (+/- 180 meters Scaled)
 FF0909
 FF0909                          SUPERSEDED SURVEY CONTROL
 FF0909
 FF0909  NGVD 29 (??/??/??)   73.245  (m)          240.30   (f) ADJUSTED    1 2
 FF0909
 FF0909.Superseded values are not recommended for survey control.
 FF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0909.See file dsdata.txt to determine how the superseded data were derived.
 FF0909
 FF0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV941377(NAD 83)
 FF0909_MARKER: DB = BENCH MARK DISK
 FF0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0909_STAMPING: E 183 1956
 FF0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0909+STABILITY: SURFACE MOTION
 FF0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0909+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FF0909
 FF0909  HISTORY     - Date     Condition        Report By
 FF0909  HISTORY     - 1956     MONUMENTED       CGS
 FF0909  HISTORY     - 20020808 GOOD             USACE
 FF0909
 FF0909                          STATION DESCRIPTION
 FF0909
 FF0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0909'4 MI E FROM WALDENBURG.
 FF0909'4.05 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0909'STATE HIGHWAY 39 AT WALDENGURG, AT JUNCTION OF A GRAVEL ROAD
 FF0909'SOUTH, 41 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 29 FEET
 FF0909'EAST OF CENTER LINE OF ROAD SOUTH, 57 FEET WEST OF A POWER POLE,
 FF0909'17 1/2 FEET SOUTHEAST OF EAST END OF A 30-INCH CORRUGATED PIPE
 FF0909'CULVERT UNDER ROAD SOUTH, 34.3 FEET SOUTHWEST OF WEST END OF
 FF0909'SOUTH CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY,
 FF0909'1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 FF0909'WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 FF0909'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0909
 FF0909                          STATION RECOVERY (2002)
 FF0909
 FF0909'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0909'THE STATION IS 1 FT N. OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0100 ***********************************************************************
 FF0100  DESIGNATION -  E 184
 FF0100  PID         -  FF0100
 FF0100  STATE/COUNTY-  AR/CRAIGHEAD
 FF0100  USGS QUAD   -  LAKE CITY (1983)
 FF0100
 FF0100                         *CURRENT SURVEY CONTROL
 FF0100  ___________________________________________________________________
 FF0100* NAD 83(1986)-  35 49 04.     (N)    090 26 00.     (W)     SCALED    
 FF0100* NAVD 88     -        69.125  (meters)     226.79   (feet)  POSTED    
 FF0100  ___________________________________________________________________
 FF0100  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FF0100  DYNAMIC HT  -          69.070 (meters)     226.61  (feet)  COMP
 FF0100  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 FF0100
 FF0100  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0100
 FF0100.The horizontal coordinates were scaled from a topographic map and have
 FF0100.an estimated accuracy of +/- 6 seconds.
 FF0100
 FF0100.The orthometric height was determined by differential leveling
 FF0100.and adjusted by the National Geodetic Survey in 1992..
 FF0100.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0100.rate of 1.1 thru 2.0 mm/km.
 FF0100
 FF0100.The geoid height was determined by GEOID03.
 FF0100
 FF0100.The dynamic height is computed by dividing the NAVD 88
 FF0100.geopotential number by the normal gravity value computed on the
 FF0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0100.degrees latitude (g = 980.6199 gals.).
 FF0100
 FF0100.The modeled gravity was interpolated from observed gravity values.
 FF0100
 FF0100;                    North         East    Units  Estimated Accuracy
 FF0100;SPC AR N     -   165,810.      541,570.      MT  (+/- 180 meters Scaled)
 FF0100
 FF0100                          SUPERSEDED SURVEY CONTROL
 FF0100
 FF0100  NGVD 29 (??/??/??)   69.075  (m)          226.62   (f) ADJUSTED    1 2
 FF0100
 FF0100.Superseded values are not recommended for survey control.
 FF0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0100.See file dsdata.txt to determine how the superseded data were derived.
 FF0100
 FF0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV318667(NAD 83)
 FF0100_MARKER: P = PIPE CAP
 FF0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0100_STAMPING: E 184
 FF0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0100
 FF0100  HISTORY     - Date     Condition        Report By
 FF0100  HISTORY     - UNK      MONUMENTED       DOD
 FF0100  HISTORY     - 1956     GOOD             CGS
 FF0100  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0100
 FF0100                          STATION DESCRIPTION
 FF0100
 FF0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0100'AT LAKE CITY.
 FF0100'AT LAKE CITY, ABOUT 130 YARDS EAST ALONG THE ST. LOUIS-SAN
 FF0100'FRANCISCO RAILWAY FROM THE STATION, THENCE ABOUT 160 YARDS SOUTH
 FF0100'ALONG COURT STREET, IN THE NORTHWEST CORNER OF COURT HOUSE
 FF0100'LAWN, 96 FEET NORTHWEST OF NROTHWEST CORNER OF COURT HOUSE, 48
 FF0100'FEET EAST OF CENTER LINE OF A STREET LEADING SOUTH, 77 FEET
 FF0100'WEST OF WEST EDGE OF CONCRETE WALK LEADING TO THE NORTH ENTRANCE
 FF0100'TO COURT HOUSE, 1 FOOT SOUTH OF SOUTH EDGE OF AN EAST-WEST SIDE
 FF0100'WALK, ABOUT 1 1/2 INCHES ABOVE LEVEL OF WALK AND IS A U.S.E. PIPE
 FF0100'AND CAP ABOUT FLUSH WITH GROUND.  NOTE-- E 184 STAMPED ON DISK
 FF0100'IN 1956.
 FF0100
 FF0100                          STATION RECOVERY (1978)
 FF0100
 FF0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0041 ***********************************************************************
 FF0041  DESIGNATION -  E 185
 FF0041  PID         -  FF0041
 FF0041  STATE/COUNTY-  AR/MISSISSIPPI
 FF0041  USGS QUAD   -  DELL (1983)
 FF0041
 FF0041                         *CURRENT SURVEY CONTROL
 FF0041  ___________________________________________________________________
 FF0041* NAD 83(1986)-  35 50 47.     (N)    090 05 38.     (W)     SCALED    
 FF0041* NAVD 88     -        72.138  (meters)     236.67   (feet)  ADJUSTED  
 FF0041  ___________________________________________________________________
 FF0041  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF0041  DYNAMIC HT  -          72.077 (meters)     236.47  (feet)  COMP
 FF0041  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FF0041
 FF0041  VERT ORDER  -  FIRST     CLASS II
 FF0041
 FF0041.The horizontal coordinates were scaled from a topographic map and have
 FF0041.an estimated accuracy of +/- 6 seconds.
 FF0041
 FF0041.The orthometric height was determined by differential leveling
 FF0041.and adjusted by the National Geodetic Survey in June 1991..
 FF0041
 FF0041.The geoid height was determined by GEOID03.
 FF0041
 FF0041.The dynamic height is computed by dividing the NAVD 88
 FF0041.geopotential number by the normal gravity value computed on the
 FF0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0041.degrees latitude (g = 980.6199 gals.).
 FF0041
 FF0041.The modeled gravity was interpolated from observed gravity values.
 FF0041
 FF0041;                    North         East    Units  Estimated Accuracy
 FF0041;SPC AR N     -   169,530.      572,180.      MT  (+/- 180 meters Scaled)
 FF0041
 FF0041                          SUPERSEDED SURVEY CONTROL
 FF0041
 FF0041  NGVD 29 (??/??/??)   72.117  (m)          236.60   (f) ADJUSTED    1 2
 FF0041
 FF0041.Superseded values are not recommended for survey control.
 FF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0041.See file dsdata.txt to determine how the superseded data were derived.
 FF0041
 FF0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV624708(NAD 83)
 FF0041_MARKER: DB = BENCH MARK DISK
 FF0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0041_SP_SET: CULVERT
 FF0041_STAMPING: E 185 1956
 FF0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0041+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 FF0041
 FF0041  HISTORY     - Date     Condition        Report By
 FF0041  HISTORY     - 1956     MONUMENTED       CGS
 FF0041  HISTORY     - 1987     GOOD             USPSQD
 FF0041  HISTORY     - 20020720 GOOD             USACE
 FF0041
 FF0041                          STATION DESCRIPTION
 FF0041
 FF0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0041'3.1 MI SW FROM DELL.
 FF0041'ABOUT 3.1 MILES SOUTHWEST AND WEST ALONG THE ST. LOUIS-SAN
 FF0041'FRANCISCO RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT
 FF0041'DELL, ABOUT 0.45 MILE EAST OF THE GIN, STORE AND POST OFFICE
 FF0041'AT ROSELAND, ACROSS TRACK FROM POINT BETWEEN TELEPHONE POLES
 FF0041'471 AND 472, ABOUT 20 YARDS SOUTHEAST OF EAST END OF TRESTLE NO.
 FF0041'250.1, IN THE TOP OF THE WEST END OF NORTH HEAD WALL OF A 5-FOOT
 FF0041'CONCRETE CULVERT UNDER STATE HIGHWAY 18, 49 1/2 FEET SOUTH OF
 FF0041'SOUTH RAIL, 33 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT
 FF0041'2 FEET BELOW LEVEL OF HIGHWAY.
 FF0041
 FF0041                          STATION RECOVERY (1987)
 FF0041
 FF0041'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0041'RECOVERED IN GOOD CONDITION.
 FF0041
 FF0041                          STATION RECOVERY (2002)
 FF0041
 FF0041'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0080 ***********************************************************************
 FF0080  DESIGNATION -  E 186
 FF0080  PID         -  FF0080
 FF0080  STATE/COUNTY-  AR/CRAIGHEAD
 FF0080  USGS QUAD   -  LEACHVILLE (1983)
 FF0080
 FF0080                         *CURRENT SURVEY CONTROL
 FF0080  ___________________________________________________________________
 FF0080* NAD 83(1986)-  35 54 13.     (N)    090 19 38.     (W)     SCALED    
 FF0080* NAVD 88     -        71.044  (meters)     233.08   (feet)  POSTED    
 FF0080  ___________________________________________________________________
 FF0080  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FF0080  DYNAMIC HT  -          70.980 (meters)     232.87  (feet)  COMP
 FF0080  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 FF0080
 FF0080  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FF0080
 FF0080.The horizontal coordinates were scaled from a topographic map and have
 FF0080.an estimated accuracy of +/- 6 seconds.
 FF0080
 FF0080.The orthometric height was determined by differential leveling
 FF0080.and adjusted by the National Geodetic Survey in 1992..
 FF0080.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FF0080.rate of 2.1 thru 3.0 mm/km.
 FF0080
 FF0080.The geoid height was determined by GEOID03.
 FF0080
 FF0080.The dynamic height is computed by dividing the NAVD 88
 FF0080.geopotential number by the normal gravity value computed on the
 FF0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0080.degrees latitude (g = 980.6199 gals.).
 FF0080
 FF0080.The modeled gravity was interpolated from observed gravity values.
 FF0080
 FF0080;                    North         East    Units  Estimated Accuracy
 FF0080;SPC AR N     -   175,490.      550,990.      MT  (+/- 180 meters Scaled)
 FF0080
 FF0080                          SUPERSEDED SURVEY CONTROL
 FF0080
 FF0080  NGVD 29 (??/??/??)   71.017  (m)          232.99   (f) ADJUSTED    1 2
 FF0080
 FF0080.Superseded values are not recommended for survey control.
 FF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0080.See file dsdata.txt to determine how the superseded data were derived.
 FF0080
 FF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV412765(NAD 83)
 FF0080_MARKER: DB = BENCH MARK DISK
 FF0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0080_STAMPING: E 186 1956
 FF0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0080+STABILITY: SURFACE MOTION
 FF0080
 FF0080  HISTORY     - Date     Condition        Report By
 FF0080  HISTORY     - 1956     MONUMENTED       CGS
 FF0080  HISTORY     - 1978     POOR             USGS
 FF0080  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0080
 FF0080                          STATION DESCRIPTION
 FF0080
 FF0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0080'1.4 MI NE FROM MONETTE.
 FF0080'ABOUT 1.4 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0080'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 18 AT MONETTE, ABOUT
 FF0080'0.25 MILE SOUTHWEST OF RAILROAD TRESTLE NO. 266.2 OVER COCKLE
 FF0080'BURR SLOUGH DITCH, AT A FARM ROAD CROSSING, 42 1/2 FEET SOUTHEAST
 FF0080'AND ACROSS FARM DRIVE FROM SOUTHEAST RAIL, 48 FEET SOUTH-SOUTHEAST
 FF0080'OF CENTER OF CROSSING, 39 FEET NORTH-NORTHEAST OF A POWER POLE,
 FF0080'20 FEET NORTHEAST OF A FENCE CORNER, 20 FEET EAST OF CENTER LINE
 FF0080'OF FARM ROAD, 2 1/2 FEET NORTHWEST OF A FENCE LINE, 2 1/2 FEET
 FF0080'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW
 FF0080'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0080'3 INCHES.
 FF0080
 FF0080                          STATION RECOVERY (1978)
 FF0080
 FF0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0080'MARK RECOVERED IN POOR CONDITION.
 FF0080
 FF0080                          STATION RECOVERY (2002)
 FF0080
 FF0080'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0080'RR TRESTLE NO LONGER EXISTS. NEW DITCH HAS BEEN CUT IN AREA. ASSUMED
 FF0080'DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0117 ***********************************************************************
 GE0117  DESIGNATION -  E 187
 GE0117  PID         -  GE0117
 GE0117  STATE/COUNTY-  AR/GREENE
 GE0117  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0117
 GE0117                         *CURRENT SURVEY CONTROL
 GE0117  ___________________________________________________________________
 GE0117* NAD 83(1986)-  36 03 50.     (N)    090 28 45.     (W)     SCALED    
 GE0117* NAVD 88     -        83.441  (meters)     273.76   (feet)  ADJUSTED  
 GE0117  ___________________________________________________________________
 GE0117  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0117  DYNAMIC HT  -          83.371 (meters)     273.53  (feet)  COMP
 GE0117  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GE0117
 GE0117  VERT ORDER  -  FIRST     CLASS II
 GE0117
 GE0117.The horizontal coordinates were scaled from a topographic map and have
 GE0117.an estimated accuracy of +/- 6 seconds.
 GE0117
 GE0117.The orthometric height was determined by differential leveling
 GE0117.and adjusted by the National Geodetic Survey in June 1991..
 GE0117
 GE0117.The geoid height was determined by GEOID03.
 GE0117
 GE0117.The dynamic height is computed by dividing the NAVD 88
 GE0117.geopotential number by the normal gravity value computed on the
 GE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0117.degrees latitude (g = 980.6199 gals.).
 GE0117
 GE0117.The modeled gravity was interpolated from observed gravity values.
 GE0117
 GE0117;                    North         East    Units  Estimated Accuracy
 GE0117;SPC AR N     -   193,050.      537,000.      MT  (+/- 180 meters Scaled)
 GE0117
 GE0117                          SUPERSEDED SURVEY CONTROL
 GE0117
 GE0117  NGVD 29 (??/??/92)   83.432  (m)          273.73   (f) ADJ UNCH    1 2
 GE0117
 GE0117.Superseded values are not recommended for survey control.
 GE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0117.See file dsdata.txt to determine how the superseded data were derived.
 GE0117
 GE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV270939(NAD 83)
 GE0117_MARKER: DB = BENCH MARK DISK
 GE0117_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0117_SP_SET: 48 FEET
 GE0117_STAMPING: E 187 1956
 GE0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0117
 GE0117  HISTORY     - Date     Condition        Report By
 GE0117  HISTORY     - 1956     MONUMENTED       CGS
 GE0117  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0117
 GE0117                          STATION DESCRIPTION
 GE0117
 GE0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0117'0.8 MI NE FROM PARAGOULD.
 GE0117'ABOUT 0.75 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0117'RAILWAY FROM THE STATION AT PARAGOULD, ABOUT 0.1 MILE NORTHEAST
 GE0117'OF MILE POLE 103, ABOUT 0.1 MILE NORTHEAST OF BRIDGE OVER EIGHT
 GE0117'MILE CREEK AT BLYTHEVILLE JUNCTION, AT AN EAST-WEST ROAD CROSSING,
 GE0117'47 FEET WEST-NORTHWEST OF NEAR RAIL OF MAIN TRACK, 73 FEET NORTH
 GE0117'OF CENTER OF CROSSING OF ROAD AND MAIN TRACK, 46 FEET NORTH-NORTHEAST
 GE0117'OF NORTH END OF A 24-INCH TILE PIPE CULVERT UNDER ROAD, 27
 GE0117'FEET WEST OF A SWITCH STAND, 9 1/2 FEET NORTHWEST OF TELEPHONE
 GE0117'POLE NO. 1400, 1/2 FOOT EAST OF A FENCE LINE, 1 1/2 FEET SOUTH
 GE0117'OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET BELOW LEVEL OF TRACK
 GE0117'AND IS A DISK ON TOP OF A COPPER-COATED STEEL ROD PROJECTING 1
 GE0117'INCH AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 2 INCHES.  THE
 GE0117'ROD IS DRIVEN TO A DEPTH OF 48-FEET IN GROUND.
 GE0117
 GE0117                          STATION RECOVERY (1981)
 GE0117
 GE0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0135 ***********************************************************************
 GE0135  DESIGNATION -  E 188
 GE0135  PID         -  GE0135
 GE0135  STATE/COUNTY-  AR/CLAY
 GE0135  USGS QUAD   -  PIGGOTT (1984)
 GE0135
 GE0135                         *CURRENT SURVEY CONTROL
 GE0135  ___________________________________________________________________
 GE0135* NAD 83(1986)-  36 25 03.     (N)    090 13 57.     (W)     SCALED    
 GE0135* NAVD 88     -       140.291  (meters)     460.27   (feet)  ADJUSTED  
 GE0135  ___________________________________________________________________
 GE0135  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GE0135  DYNAMIC HT  -         140.175 (meters)     459.89  (feet)  COMP
 GE0135  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GE0135
 GE0135  VERT ORDER  -  FIRST     CLASS II
 GE0135
 GE0135.The horizontal coordinates were scaled from a topographic map and have
 GE0135.an estimated accuracy of +/- 6 seconds.
 GE0135
 GE0135.The orthometric height was determined by differential leveling
 GE0135.and adjusted by the National Geodetic Survey in June 1991..
 GE0135
 GE0135.The geoid height was determined by GEOID03.
 GE0135
 GE0135.The dynamic height is computed by dividing the NAVD 88
 GE0135.geopotential number by the normal gravity value computed on the
 GE0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0135.degrees latitude (g = 980.6199 gals.).
 GE0135
 GE0135.The modeled gravity was interpolated from observed gravity values.
 GE0135
 GE0135;                    North         East    Units  Estimated Accuracy
 GE0135;SPC AR N     -   232,660.      558,520.      MT  (+/- 180 meters Scaled)
 GE0135
 GE0135                          SUPERSEDED SURVEY CONTROL
 GE0135
 GE0135  NGVD 29 (??/??/92)  140.278  (m)          460.23   (f) ADJ UNCH    1 2
 GE0135
 GE0135.Superseded values are not recommended for survey control.
 GE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0135.See file dsdata.txt to determine how the superseded data were derived.
 GE0135
 GE0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA481338(NAD 83)
 GE0135_MARKER: DB = BENCH MARK DISK
 GE0135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0135_SP_SET: 48 FEET
 GE0135_STAMPING: E 188 1956
 GE0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0135
 GE0135  HISTORY     - Date     Condition        Report By
 GE0135  HISTORY     - 1956     MONUMENTED       CGS
 GE0135  HISTORY     - 20020717 POOR             USACE
 GE0135
 GE0135                          STATION DESCRIPTION
 GE0135
 GE0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0135'2.4 MI SE FROM POLLARD.
 GE0135'ABOUT 2.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE BRIDGE
 GE0135'OVER POLLARD CREEK AT POLLARD, ABOUT 3.5 MILES NORTHWEST ALONG
 GE0135'HIGHWAY 62 FROM THE POST OFFICE AT PIGGOTT, ON THE OUTSIDE OF A
 GE0135'CURVE IN HIGHWAY WITH TANGENTS EXTENDING NORTH-NORTHWEST AND
 GE0135'EAST-SOUTHEAST, 45 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 GE0135'365 FEET SOUTHEAST OF SOUTHEAST CORNER OF A RED FRAME HOUSE, 86
 GE0135'FEET EAST OF CENTER LINE OF A DIM WOODS ROAD SOUTH, 86 FEET WEST
 GE0135'OF NORTHWEST END OF SOUTHWEST HEAD WALL OF A 30-INCH PIPE CULVERT
 GE0135'UNDER HIGHWAY, 46 FEET EAST OF A FENCE CORNER, 8 FEET
 GE0135'EAST-NORTHEAST OF A LONE 8-INCH ASH TREE IN FENCE LINE, 2 FEET
 GE0135'NORTHEAST OF A FENCE LINE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 GE0135'WITNESS POST, ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY AND IS A DISK
 GE0135'ON TOP OF A COPPER COATED STEEL ROD ABOUT FLUSH WITH GROUND
 GE0135'AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD
 GE0135'IS DRIVEN TO A DEPTH OF 48-FEET.
 GE0135
 GE0135                          STATION RECOVERY (2002)
 GE0135
 GE0135'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0135'TO STATION OF INTERSECTION OF HWY 62 AND 139 AT POLLARD, GO E. ALONG
 GE0135'HWY 62 FOR 2.3 MI. TO MARK ON RIGHT.
 GE0135'THE STATION IS ALSO 165.4 FT. SE OF FIRE HYDRANT.
 GE0135'NOTE.. MONUMENT APPEARS TO HAVE BEEN DISTURBED BY HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1835 ***********************************************************************
 FE1835  DESIGNATION -  E 189
 FE1835  PID         -  FE1835
 FE1835  STATE/COUNTY-  AR/MISSISSIPPI
 FE1835  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1835
 FE1835                         *CURRENT SURVEY CONTROL
 FE1835  ___________________________________________________________________
 FE1835* NAD 83(1986)-  35 55 32.     (N)    089 54 35.     (W)     SCALED    
 FE1835* NAVD 88     -        78.500  (meters)     257.55   (feet)  ADJUSTED  
 FE1835  ___________________________________________________________________
 FE1835  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE1835  DYNAMIC HT  -          78.434 (meters)     257.33  (feet)  COMP
 FE1835  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1835
 FE1835  VERT ORDER  -  FIRST     CLASS II
 FE1835
 FE1835.The horizontal coordinates were scaled from a topographic map and have
 FE1835.an estimated accuracy of +/- 6 seconds.
 FE1835
 FE1835.The orthometric height was determined by differential leveling
 FE1835.and adjusted by the National Geodetic Survey in June 1991..
 FE1835
 FE1835.The geoid height was determined by GEOID03.
 FE1835
 FE1835.The dynamic height is computed by dividing the NAVD 88
 FE1835.geopotential number by the normal gravity value computed on the
 FE1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1835.degrees latitude (g = 980.6199 gals.).
 FE1835
 FE1835.The modeled gravity was interpolated from observed gravity values.
 FE1835
 FE1835;                    North         East    Units  Estimated Accuracy
 FE1835;SPC AR N     -   178,650.      588,620.      MT  (+/- 180 meters Scaled)
 FE1835
 FE1835                          SUPERSEDED SURVEY CONTROL
 FE1835
 FE1835  NGVD 29 (??/??/??)   78.449  (m)          257.38   (f) ADJUSTED    1 2
 FE1835
 FE1835.Superseded values are not recommended for survey control.
 FE1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1835.See file dsdata.txt to determine how the superseded data were derived.
 FE1835
 FE1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE374796(NAD 83)
 FE1835_MARKER: DB = BENCH MARK DISK
 FE1835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1835_SP_SET: ROOFED
 FE1835_STAMPING: E 189 1956
 FE1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1835+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1835
 FE1835  HISTORY     - Date     Condition        Report By
 FE1835  HISTORY     - 1956     MONUMENTED       CGS
 FE1835  HISTORY     - 1987     GOOD             USPSQD
 FE1835  HISTORY     - 20020722 GOOD             USACE
 FE1835
 FE1835                          STATION DESCRIPTION
 FE1835
 FE1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1835'AT BLYTHEVILLE.
 FE1835'AT BLYTHEVILLE, ABOUT 1.0 MILE EAST ALONG THE ST. LOUIS-SAN
 FE1835'FRANCISCO RAILWAY FROM THE CROSSING OF 21ST STREET (STATE
 FE1835'HIGHWAY 18), ABOUT 0.05 MILE SOUTH ALONG SOUTH ELM STREET FROM
 FE1835'THE INTERSECTION OF ASH STREET, 206 FEET SOUTH OF SOUTH CURB OF
 FE1835'ASH STREET, 41 FEET WEST OF CENTER LINE OF SOUTH ELM STREET, AT
 FE1835'THE REAR OF THE COCO-COLA BOTTLING COMPANY PLANT, 20 FEET NORTH
 FE1835'OF NORTH RAIL OF MAIN TRACK, 6.8 FEET NORTH OF NORTH RAIL OF A
 FE1835'SIDING, IN THE TOP OF ROOFED OVER LOADING AND UNLOADING CONCRETE
 FE1835'DRIVE, 19 FEET SOUTHWEST OF SOUTHEAST CORNER OF COCO-COLA
 FE1835'BUILDING, 2 FEET SOUTHWEST OF CENTER OF A CIRCULAR MAN-HOLE LID
 FE1835'IN DRIVE, 0.4 FOOT NORTH OF SOUTH EDGE OF CONCRETE DRIVE AND
 FE1835'ABOUT LEVEL WITH TRACK.
 FE1835
 FE1835                          STATION RECOVERY (1987)
 FE1835
 FE1835'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1835'RECOVERED IN GOOD CONDITION.
 FE1835
 FE1835                          STATION RECOVERY (2002)
 FE1835
 FE1835'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0842 ***********************************************************************
 FG0842  DESIGNATION -  E 19 RESET
 FG0842  PID         -  FG0842
 FG0842  STATE/COUNTY-  AR/NEWTON
 FG0842  USGS QUAD   -  FALLSVILLE (1975)
 FG0842
 FG0842                         *CURRENT SURVEY CONTROL
 FG0842  ___________________________________________________________________
 FG0842* NAD 83(1986)-  35 46 22.     (N)    093 27 57.     (W)     SCALED    
 FG0842* NAVD 88     -       692.78   (meters)    2272.9    (feet)  RESET     
 FG0842  ___________________________________________________________________
 FG0842  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0842
 FG0842  VERT ORDER  -  THIRD
 FG0842
 FG0842.The horizontal coordinates were scaled from a topographic map and have
 FG0842.an estimated accuracy of +/- 6 seconds.
 FG0842
 FG0842.The orthometric height was computed from unverified reset data.
 FG0842
 FG0842.The geoid height was determined by GEOID03.
 FG0842
 FG0842;                    North         East    Units  Estimated Accuracy
 FG0842;SPC AR N     -   160,680.      267,470.      MT  (+/- 180 meters Scaled)
 FG0842
 FG0842                          SUPERSEDED SURVEY CONTROL
 FG0842
 FG0842.No superseded survey control is available for this station.
 FG0842
 FG0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV578588(NAD 83)
 FG0842_MARKER: DB = BENCH MARK DISK
 FG0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0842_STAMPING: E 19 RESET 1961
 FG0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0842+STABILITY: SURFACE MOTION
 FG0842
 FG0842  HISTORY     - Date     Condition        Report By
 FG0842  HISTORY     - 1961     MONUMENTED       CGS
 FG0842
 FG0842                          STATION DESCRIPTION
 FG0842
 FG0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FG0842'0.2 MI S FROM FALLSVILLE.
 FG0842'THIS MARK IS LOCATED 0.2 MILE SOUTH ALONG STATE HIGHWAY 21 FROM THE
 FG0842'JUNCTION OF STATE HIGHWAY 16 AND 21 AT FALLSVILLE, ABOUT 60 FEET EAST
 FG0842'OF THE CENTERLINE OF THE ROAD, 57 FEET SOUTH OF A FENCE ALONG THE
 FG0842'SOUTH SIDE OF A SMALL FIELD AND 21 FEET WEST-SOUTHWEST OF A 12-INCH
 FG0842'TREE WITH A TRIANGLE-BLAZE ON THE WEST SIDE, SET IN THE TOP OF A
 FG0842'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0151 ***********************************************************************
 GE0151  DESIGNATION -  E 190
 GE0151  PID         -  GE0151
 GE0151  STATE/COUNTY-  AR/CLAY
 GE0151  USGS QUAD   -  MC DOUGAL (1984)
 GE0151
 GE0151                         *CURRENT SURVEY CONTROL
 GE0151  ___________________________________________________________________
 GE0151* NAD 83(1986)-  36 25 46.     (N)    090 28 25.     (W)     SCALED    
 GE0151* NAVD 88     -        87.609  (meters)     287.43   (feet)  ADJUSTED  
 GE0151  ___________________________________________________________________
 GE0151  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GE0151  DYNAMIC HT  -          87.539 (meters)     287.20  (feet)  COMP
 GE0151  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GE0151
 GE0151  VERT ORDER  -  FIRST     CLASS II
 GE0151
 GE0151.The horizontal coordinates were scaled from a topographic map and have
 GE0151.an estimated accuracy of +/- 6 seconds.
 GE0151
 GE0151.The orthometric height was determined by differential leveling
 GE0151.and adjusted by the National Geodetic Survey in June 1991..
 GE0151
 GE0151.The geoid height was determined by GEOID03.
 GE0151
 GE0151.The dynamic height is computed by dividing the NAVD 88
 GE0151.geopotential number by the normal gravity value computed on the
 GE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0151.degrees latitude (g = 980.6199 gals.).
 GE0151
 GE0151.The modeled gravity was interpolated from observed gravity values.
 GE0151
 GE0151;                    North         East    Units  Estimated Accuracy
 GE0151;SPC AR N     -   233,620.      536,880.      MT  (+/- 180 meters Scaled)
 GE0151
 GE0151                          SUPERSEDED SURVEY CONTROL
 GE0151
 GE0151  NGVD 29 (??/??/92)   87.600  (m)          287.40   (f) ADJ UNCH    1 2
 GE0151
 GE0151.Superseded values are not recommended for survey control.
 GE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0151.See file dsdata.txt to determine how the superseded data were derived.
 GE0151
 GE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA264345(NAD 83)
 GE0151_MARKER: DB = BENCH MARK DISK
 GE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0151_STAMPING: E 190 1956
 GE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0151+STABILITY: SURFACE MOTION
 GE0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0151+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 GE0151
 GE0151  HISTORY     - Date     Condition        Report By
 GE0151  HISTORY     - 1956     MONUMENTED       CGS
 GE0151  HISTORY     - 20020916 GOOD             USACE
 GE0151
 GE0151                          STATION DESCRIPTION
 GE0151
 GE0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0151'4.8 MI W FROM MC DOUGAL.
 GE0151'ABOUT 4.75 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN
 GE0151'AT MC DOUGAL, ABOUT 75 YARDS SOUTH OF A CURVE IN THE HIGHWAY WITH
 GE0151'TANGENTS EXTENDING SOUTH AND NORTHEAST, 68 FEET WEST OF CENTER
 GE0151'LINE OF HIGHWAY, 73 FEET WEST-SOUTHWEST OF CENTER OF JUNCTION OF
 GE0151'HIGHWAY AND A GRADED ROAD EAST, 156 FEET EAST OF SOUTHEAST
 GE0151'CORNER OF AN UNPAINTED SHACK, 26 FEET SOUTH OF CENTER LINE OF
 GE0151'DRIVE TO SHACK, 13 FEET NORTHWEST OF A HIGHWAY R/W POST, ABOUT
 GE0151'3 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 GE0151'CONCRETE POST PROJECTING 4 INCHES.
 GE0151
 GE0151                          STATION RECOVERY (2002)
 GE0151
 GE0151'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1111 ***********************************************************************
 EJ1111  DESIGNATION -  E 192 X
 EJ1111  PID         -  EJ1111
 EJ1111  STATE/COUNTY-  AR/CLARK
 EJ1111  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1111
 EJ1111                         *CURRENT SURVEY CONTROL
 EJ1111  ___________________________________________________________________
 EJ1111* NAD 83(1986)-  34 04 08.     (N)    093 05 29.     (W)     SCALED    
 EJ1111* NAVD 88     -        63.660  (meters)     208.86   (feet)  ADJUSTED  
 EJ1111  ___________________________________________________________________
 EJ1111  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ1111  DYNAMIC HT  -          63.596 (meters)     208.65  (feet)  COMP
 EJ1111  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 EJ1111
 EJ1111  VERT ORDER  -  FIRST     CLASS II
 EJ1111
 EJ1111.The horizontal coordinates were scaled from a topographic map and have
 EJ1111.an estimated accuracy of +/- 6 seconds.
 EJ1111
 EJ1111.The orthometric height was determined by differential leveling
 EJ1111.and adjusted by the National Geodetic Survey in June 1991..
 EJ1111
 EJ1111.The geoid height was determined by GEOID03.
 EJ1111
 EJ1111.The dynamic height is computed by dividing the NAVD 88
 EJ1111.geopotential number by the normal gravity value computed on the
 EJ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1111.degrees latitude (g = 980.6199 gals.).
 EJ1111
 EJ1111.The modeled gravity was interpolated from observed gravity values.
 EJ1111
 EJ1111;                    North         East    Units  Estimated Accuracy
 EJ1111;SPC AR S     -   556,060.      299,260.      MT  (+/- 180 meters Scaled)
 EJ1111
 EJ1111                          SUPERSEDED SURVEY CONTROL
 EJ1111
 EJ1111  NGVD 29 (??/??/92)   63.68   (m)          208.9    (f) COMPUTED    1 2
 EJ1111
 EJ1111.Superseded values are not recommended for survey control.
 EJ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1111.See file dsdata.txt to determine how the superseded data were derived.
 EJ1111
 EJ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT915697(NAD 83)
 EJ1111_MARKER: DB = BENCH MARK DISK
 EJ1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1111_SP_SET: CULVERT
 EJ1111_STAMPING: E 192 X 1959
 EJ1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1111
 EJ1111  HISTORY     - Date     Condition        Report By
 EJ1111  HISTORY     - 1959     MONUMENTED       CGS
 EJ1111  HISTORY     - 1960     GOOD             NGS
 EJ1111
 EJ1111                          STATION DESCRIPTION
 EJ1111
 EJ1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1111'4.0 MI S FROM ARKADELPHIA.
 EJ1111'ABOUT 4.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1111'STATION AT ARKADELPHIA, 28 FEET SOUTHEAST OF MILEPOST 415, 16 FEET
 EJ1111'WEST OF THE WEST RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST
 EJ1111'CONCRETE HEAD WALL OF A LARGE BOX CULVERT, 10 RAILS SOUTH OF THE SOUTH
 EJ1111'END OF TRESTLE 414.9, 0.1 MILE NORTH OF A ROAD CROSSING, AND ABOUT 3
 EJ1111'FEET BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0405 ***********************************************************************
 DL0405  DESIGNATION -  E 193 X
 DL0405  PID         -  DL0405
 DL0405  STATE/COUNTY-  AR/OUACHITA
 DL0405  USGS QUAD   -  READER (1970)
 DL0405
 DL0405                         *CURRENT SURVEY CONTROL
 DL0405  ___________________________________________________________________
 DL0405* NAD 83(1986)-  33 45 45.     (N)    093 06 02.     (W)     SCALED    
 DL0405* NAVD 88     -        53.205  (meters)     174.56   (feet)  ADJUSTED  
 DL0405  ___________________________________________________________________
 DL0405  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DL0405  DYNAMIC HT  -          53.151 (meters)     174.38  (feet)  COMP
 DL0405  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 DL0405
 DL0405  VERT ORDER  -  FIRST     CLASS II
 DL0405
 DL0405.The horizontal coordinates were scaled from a topographic map and have
 DL0405.an estimated accuracy of +/- 6 seconds.
 DL0405
 DL0405.The orthometric height was determined by differential leveling
 DL0405.and adjusted by the National Geodetic Survey in June 1991..
 DL0405
 DL0405.The geoid height was determined by GEOID03.
 DL0405
 DL0405.The dynamic height is computed by dividing the NAVD 88
 DL0405.geopotential number by the normal gravity value computed on the
 DL0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0405.degrees latitude (g = 980.6199 gals.).
 DL0405
 DL0405.The modeled gravity was interpolated from observed gravity values.
 DL0405
 DL0405;                    North         East    Units  Estimated Accuracy
 DL0405;SPC AR S     -   522,090.      298,050.      MT  (+/- 180 meters Scaled)
 DL0405
 DL0405                          SUPERSEDED SURVEY CONTROL
 DL0405
 DL0405  NGVD 29 (??/??/92)   53.218  (m)          174.60   (f) ADJ UNCH    1 2
 DL0405
 DL0405.Superseded values are not recommended for survey control.
 DL0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0405.See file dsdata.txt to determine how the superseded data were derived.
 DL0405
 DL0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT906358(NAD 83)
 DL0405_MARKER: DB = BENCH MARK DISK
 DL0405_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0405_SP_SET: 25 FT.
 DL0405_STAMPING: E 193 X 1959
 DL0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0405
 DL0405  HISTORY     - Date     Condition        Report By
 DL0405  HISTORY     - 1959     MONUMENTED       CGS
 DL0405  HISTORY     - 1960     GOOD             NGS
 DL0405  HISTORY     - 1964     GOOD             NGS
 DL0405
 DL0405                          STATION DESCRIPTION
 DL0405
 DL0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0405'7.2 MI NW FROM CHIDESTER.
 DL0405'ABOUT 7.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0405'POST OFFICE AT CHIDESTER, 3 POLES SOUTH OF POLE 437.20, IN SECTION
 DL0405'19., T. 11 S., R. 19 W., 46 FEET WEST OF THE WEST RAIL OF THE MAIN
 DL0405'TRACK, 11.0 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 47 FEET NORTH
 DL0405'OF A BRACED TELEPHONE POLE, 4.0 FEET WEST OF A FENCE, 2.0 FEET SOUTH
 DL0405'OF A METAL WITNESS POST, SET ON THE TOP OF A ROD WHICH IS DRIVEN TO A
 DL0405'DEPTH OF 25 FEET, ENCASED IN A 6-INCH TILE PROJECTING 7-INCHES. NOTE--
 DL0405'MARK IS NEAR THE READER RAILROAD STATION.
 DL0405
 DL0405                          STATION RECOVERY (1964)
 DL0405
 DL0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0335 ***********************************************************************
 DL0335  DESIGNATION -  E 197
 DL0335  PID         -  DL0335
 DL0335  STATE/COUNTY-  AR/OUACHITA
 DL0335  USGS QUAD   -  CAMDEN (1985)
 DL0335
 DL0335                         *CURRENT SURVEY CONTROL
 DL0335  ___________________________________________________________________
 DL0335* NAD 83(1986)-  33 32 10.     (N)    092 51 30.     (W)     SCALED    
 DL0335* NAVD 88     -        41.412  (meters)     135.87   (feet)  ADJUSTED  
 DL0335  ___________________________________________________________________
 DL0335  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0335  DYNAMIC HT  -          41.369 (meters)     135.72  (feet)  COMP
 DL0335  MODELED GRAV-     979,597.2   (mgal)                       NAVD 88
 DL0335
 DL0335  VERT ORDER  -  FIRST     CLASS II
 DL0335
 DL0335.The horizontal coordinates were scaled from a topographic map and have
 DL0335.an estimated accuracy of +/- 6 seconds.
 DL0335
 DL0335.The orthometric height was determined by differential leveling
 DL0335.and adjusted by the National Geodetic Survey in June 1991..
 DL0335
 DL0335.The geoid height was determined by GEOID03.
 DL0335
 DL0335.The dynamic height is computed by dividing the NAVD 88
 DL0335.geopotential number by the normal gravity value computed on the
 DL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0335.degrees latitude (g = 980.6199 gals.).
 DL0335
 DL0335.The modeled gravity was interpolated from observed gravity values.
 DL0335
 DL0335;                    North         East    Units  Estimated Accuracy
 DL0335;SPC AR S     -   496,770.      320,280.      MT  (+/- 180 meters Scaled)
 DL0335
 DL0335                          SUPERSEDED SURVEY CONTROL
 DL0335
 DL0335  NGVD 29 (??/??/92)   41.44   (m)          136.0    (f) COMPUTED    1 2
 DL0335
 DL0335.Superseded values are not recommended for survey control.
 DL0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0335.See file dsdata.txt to determine how the superseded data were derived.
 DL0335
 DL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT131107(NAD 83)
 DL0335_MARKER: DB = BENCH MARK DISK
 DL0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0335_STAMPING: E 197 1960
 DL0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0335+STABILITY: SURFACE MOTION
 DL0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0335+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DL0335
 DL0335  HISTORY     - Date     Condition        Report By
 DL0335  HISTORY     - 1960     MONUMENTED       CGS
 DL0335  HISTORY     - 1964     GOOD             NGS
 DL0335  HISTORY     - 20040804 GOOD             ARHD
 DL0335
 DL0335                          STATION DESCRIPTION
 DL0335
 DL0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0335'3.4 MI SW FROM CAMDEN.
 DL0335'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0335'STATION AT CAMDEN, THENCE 2.6 MILES SOUTHWEST ALONG THE ST. LOUIS
 DL0335'SOUTHWESTERN RAILWAY, IN THE SOUTH SIDE OF SECTION 4, R 17 W, T 14 S,
 DL0335'180 FEET NORTH AND ACROSS THE TRACK FROM MILEPOST 342, 140 FEET
 DL0335'NORTHWEST OF THE NORTHWEST RAIL, 138 FEET NORTH-NORTHWEST OF THE
 DL0335'CENTER OF A PAVED ROAD CROSSING, 100 FEET NORTHEAST OF THE CENTER LINE
 DL0335'OF THE PAVED ROAD, 1 1/2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DL0335'4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 DL0335'PROJECTING 6 INCHES.
 DL0335
 DL0335                          STATION RECOVERY (1964)
 DL0335
 DL0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0335'RECOVERED IN GOOD CONDITION.
 DL0335
 DL0335                          STATION RECOVERY (2004)
 DL0335
 DL0335'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 DL0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0212 ***********************************************************************
 DL0212  DESIGNATION -  E 198
 DL0212  PID         -  DL0212
 DL0212  STATE/COUNTY-  AR/OUACHITA
 DL0212  USGS QUAD   -  SNOW HILL (1985)
 DL0212
 DL0212                         *CURRENT SURVEY CONTROL
 DL0212  ___________________________________________________________________
 DL0212* NAD 83(1986)-  33 23 18.     (N)    092 38 21.     (W)     SCALED    
 DL0212* NAVD 88     -        58.885  (meters)     193.19   (feet)  ADJUSTED  
 DL0212  ___________________________________________________________________
 DL0212  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0212  DYNAMIC HT  -          58.823 (meters)     192.99  (feet)  COMP
 DL0212  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 DL0212
 DL0212  VERT ORDER  -  FIRST     CLASS II
 DL0212
 DL0212.The horizontal coordinates were scaled from a topographic map and have
 DL0212.an estimated accuracy of +/- 6 seconds.
 DL0212
 DL0212.The orthometric height was determined by differential leveling
 DL0212.and adjusted by the National Geodetic Survey in June 1991..
 DL0212
 DL0212.The geoid height was determined by GEOID03.
 DL0212
 DL0212.The dynamic height is computed by dividing the NAVD 88
 DL0212.geopotential number by the normal gravity value computed on the
 DL0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0212.degrees latitude (g = 980.6199 gals.).
 DL0212
 DL0212.The modeled gravity was interpolated from observed gravity values.
 DL0212
 DL0212;                    North         East    Units  Estimated Accuracy
 DL0212;SPC AR S     -   480,230.      340,530.      MT  (+/- 180 meters Scaled)
 DL0212
 DL0212                          SUPERSEDED SURVEY CONTROL
 DL0212
 DL0212  NGVD 29 (??/??/92)   58.918  (m)          193.30   (f) ADJ UNCH    1 2
 DL0212
 DL0212.Superseded values are not recommended for survey control.
 DL0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0212.See file dsdata.txt to determine how the superseded data were derived.
 DL0212
 DL0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS335943(NAD 83)
 DL0212_MARKER: DB = BENCH MARK DISK
 DL0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0212_SP_SET: WELL CASING
 DL0212_STAMPING: E 198 1960
 DL0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0212
 DL0212  HISTORY     - Date     Condition        Report By
 DL0212  HISTORY     - 1960     MONUMENTED       CGS
 DL0212  HISTORY     - 1964     GOOD             NGS
 DL0212
 DL0212                          STATION DESCRIPTION
 DL0212
 DL0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0212'6.25 MI N FROM NORPHLET.
 DL0212'ABOUT 0.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0212'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0212'THENCE 0.7 MILES NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0212'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0212'THENCE 0.15 MILE NORTHWEST ALONG A GRAVELED ROAD, ON THE CREST OF A
 DL0212'HILL IN A CLEARING, IN SECTION 27, T 15 S, R 15 W, SET IN THE TOP OF A
 DL0212'13-INCH OIL WELL CASING FILLED WITH CONCRETE, 1 FOOT ABOVE THE
 DL0212'CONCRETE FLOORING OF OLD DERRICK, ABOUT 0.25 MILES NORTHWEST OF THE
 DL0212'FERRIS FARMHOUSE, 155 FEET NORTH-NORTHWEST OF AND ACROSS THE ROAD FROM
 DL0212'A POWER POLE, 99 FEET NORTH OF THE CENTER LINE OF THE ROAD, 93 FEET
 DL0212'WEST-NORTHWEST OF A FORKED PINE TREE, AT AN ABONDONED OIL WELL SITE,
 DL0212'AND ABOUT LEVEL WITH THE ROAD.
 DL0212
 DL0212                          STATION RECOVERY (1964)
 DL0212
 DL0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0786 ***********************************************************************
 DL0786  DESIGNATION -  E 199
 DL0786  PID         -  DL0786
 DL0786  STATE/COUNTY-  AR/LAFAYETTE
 DL0786  USGS QUAD   -  BRADLEY (1978)
 DL0786
 DL0786                         *CURRENT SURVEY CONTROL
 DL0786  ___________________________________________________________________
 DL0786* NAD 83(1986)-  33 06 16.     (N)    093 39 11.     (W)     SCALED    
 DL0786* NAVD 88     -        76.973  (meters)     252.54   (feet)  ADJUSTED  
 DL0786  ___________________________________________________________________
 DL0786  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL0786  DYNAMIC HT  -          76.889 (meters)     252.26  (feet)  COMP
 DL0786  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 DL0786
 DL0786  VERT ORDER  -  FIRST     CLASS II
 DL0786
 DL0786.The horizontal coordinates were scaled from a topographic map and have
 DL0786.an estimated accuracy of +/- 6 seconds.
 DL0786
 DL0786.The orthometric height was determined by differential leveling
 DL0786.and adjusted by the National Geodetic Survey in June 1991..
 DL0786
 DL0786.The geoid height was determined by GEOID03.
 DL0786
 DL0786.The dynamic height is computed by dividing the NAVD 88
 DL0786.geopotential number by the normal gravity value computed on the
 DL0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0786.degrees latitude (g = 980.6199 gals.).
 DL0786
 DL0786.The modeled gravity was interpolated from observed gravity values.
 DL0786
 DL0786;                    North         East    Units  Estimated Accuracy
 DL0786;SPC AR S     -   449,800.      245,700.      MT  (+/- 180 meters Scaled)
 DL0786
 DL0786                          SUPERSEDED SURVEY CONTROL
 DL0786
 DL0786  NGVD 29 (??/??/92)   77.032  (m)          252.73   (f) ADJ UNCH    1 2
 DL0786
 DL0786.Superseded values are not recommended for survey control.
 DL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0786.See file dsdata.txt to determine how the superseded data were derived.
 DL0786
 DL0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS390630(NAD 83)
 DL0786_MARKER: DB = BENCH MARK DISK
 DL0786_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0786_SP_SET: 32 FT.
 DL0786_STAMPING: E 199 1960
 DL0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0786
 DL0786  HISTORY     - Date     Condition        Report By
 DL0786  HISTORY     - 1960     MONUMENTED       CGS
 DL0786  HISTORY     - 1963     GOOD             NGS
 DL0786  HISTORY     - 20041226 MARK NOT FOUND   USPSQD
 DL0786
 DL0786                          STATION DESCRIPTION
 DL0786
 DL0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0786'0.45 MI N FROM BRADLEY.
 DL0786'ABOUT 0.45 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0786'STATION AT BRADLEY, 1 1/2 POLES SOUTH OF MILEPOLE 408, 46 FEET EAST OF
 DL0786'EAST RAIL, 26 FEET WEST OF THE CENTER LINE OF A DIRT ROAD PARALLELING
 DL0786'THE TRACKS, 4 FEET SOUTH OF A TELEPHONE POLE, 1.3 FEET WEST OF A METAL
 DL0786'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND 3 FEET BELOW THE TRACKS,
 DL0786'AND ON TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 DL0786'OF 32 FEET AND IS INCASED IN A 6-INCH TILE THAT PROJECTS 3 INCHES.
 DL0786
 DL0786                          STATION RECOVERY (1963)
 DL0786
 DL0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0786'RECOVERED IN GOOD CONDITION.
 DL0786
 DL0786                          STATION RECOVERY (2004)
 DL0786
 DL0786'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DL0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0480 ***********************************************************************
 GE0480  DESIGNATION -  E 2
 GE0480  PID         -  GE0480
 GE0480  STATE/COUNTY-  AR/LAWRENCE
 GE0480  USGS QUAD   -  IMBODEN (1981)
 GE0480
 GE0480                         *CURRENT SURVEY CONTROL
 GE0480  ___________________________________________________________________
 GE0480* NAD 83(1986)-  36 12 05.     (N)    091 10 01.     (W)     SCALED    
 GE0480* NAVD 88     -        86.332  (meters)     283.24   (feet)  ADJUSTED  
 GE0480  ___________________________________________________________________
 GE0480  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GE0480  DYNAMIC HT  -          86.261 (meters)     283.01  (feet)  COMP
 GE0480  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GE0480
 GE0480  VERT ORDER  -  FIRST     CLASS II
 GE0480
 GE0480.The horizontal coordinates were scaled from a topographic map and have
 GE0480.an estimated accuracy of +/- 6 seconds.
 GE0480
 GE0480.The orthometric height was determined by differential leveling
 GE0480.and adjusted by the National Geodetic Survey in June 1991..
 GE0480
 GE0480.The geoid height was determined by GEOID03.
 GE0480
 GE0480.The dynamic height is computed by dividing the NAVD 88
 GE0480.geopotential number by the normal gravity value computed on the
 GE0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0480.degrees latitude (g = 980.6199 gals.).
 GE0480
 GE0480.The modeled gravity was interpolated from observed gravity values.
 GE0480
 GE0480;                    North         East    Units  Estimated Accuracy
 GE0480;SPC AR N     -   207,570.      474,920.      MT  (+/- 180 meters Scaled)
 GE0480
 GE0480                          SUPERSEDED SURVEY CONTROL
 GE0480
 GE0480  NGVD 29 (10/05/93)   86.237  (m)          282.93   (f) ADJUSTED    1 2
 GE0480
 GE0480.Superseded values are not recommended for survey control.
 GE0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0480.See file dsdata.txt to determine how the superseded data were derived.
 GE0480
 GE0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA647078(NAD 83)
 GE0480_MARKER: DB = BENCH MARK DISK
 GE0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0480_SP_SET: CONCRETE POST
 GE0480_STAMPING: E 2 1928 282.926
 GE0480_MARK LOGO: CGS   
 GE0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0480+STABILITY: SURFACE MOTION
 GE0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0480+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE0480
 GE0480  HISTORY     - Date     Condition        Report By
 GE0480  HISTORY     - 1928     MONUMENTED       CGS
 GE0480  HISTORY     - 1944     GOOD             NGS
 GE0480  HISTORY     - 19920324 GOOD             NGS
 GE0480  HISTORY     - 20021026 GOOD             USACE
 GE0480
 GE0480                          STATION DESCRIPTION
 GE0480
 GE0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0480'0.2 MI E FROM IMBODEN.
 GE0480'0.2 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0480'THE STATION AT IMBODEN, 69 FEET EAST OF POLE 380/35, 65 FEET
 GE0480'NORTHWEST OF THE CENTER OF A PRIVATE-ROAD CROSSING, 41 FEET NORTH
 GE0480'OF THE CENTERLINE OF THE MAIN TRACK, AND 7.5 FEET SOUTH OF THE
 GE0480'NORTH RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST
 GE0480'PROJECTING 3 INCHES ABOVE THE GROUND.
 GE0480
 GE0480                          STATION RECOVERY (1944)
 GE0480
 GE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0480'RECOVERED IN GOOD CONDITION.
 GE0480
 GE0480                          STATION RECOVERY (1992)
 GE0480
 GE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0480'0.6 KM (0.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 GE0480'FROM THE JUNCTION OF U.S. HIGHWAY 62 IN IMBODEN, 52.7 M (172.9 FT)
 GE0480'SOUTHEAST OF A SWITCH STAND, 21.0 M (68.9 FT) SOUTHEAST OF A UTILITY
 GE0480'POLE, 11.7 M (38.4 FT) NORTHEAST OF THE NEAR RAIL, 2.9 M (9.5 FT)
 GE0480'SOUTHWEST OF A FENCE, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, 0.3
 GE0480'M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS FLUSH
 GE0480'WITH THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN SCRAPED AND
 GE0480'RESTAMPED.
 GE0480
 GE0480                          STATION RECOVERY (2002)
 GE0480
 GE0480'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0118 ***********************************************************************
 FH0118  DESIGNATION -  E 20
 FH0118  PID         -  FH0118
 FH0118  STATE/COUNTY-  AR/SEBASTIAN
 FH0118  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0118
 FH0118                         *CURRENT SURVEY CONTROL
 FH0118  ___________________________________________________________________
 FH0118* NAD 83(1986)-  35 17 59.     (N)    094 23 23.     (W)     SCALED    
 FH0118* NAVD 88     -       152.040  (meters)     498.82   (feet)  ADJUSTED  
 FH0118  ___________________________________________________________________
 FH0118  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FH0118  DYNAMIC HT  -         151.895 (meters)     498.34  (feet)  COMP
 FH0118  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 FH0118
 FH0118  VERT ORDER  -  FIRST     CLASS II
 FH0118
 FH0118.The horizontal coordinates were scaled from a topographic map and have
 FH0118.an estimated accuracy of +/- 6 seconds.
 FH0118
 FH0118.The orthometric height was determined by differential leveling
 FH0118.and adjusted by the National Geodetic Survey in June 1991..
 FH0118
 FH0118.The geoid height was determined by GEOID03.
 FH0118
 FH0118.The dynamic height is computed by dividing the NAVD 88
 FH0118.geopotential number by the normal gravity value computed on the
 FH0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0118.degrees latitude (g = 980.6199 gals.).
 FH0118
 FH0118.The modeled gravity was interpolated from observed gravity values.
 FH0118
 FH0118;                    North         East    Units  Estimated Accuracy
 FH0118;SPC AR N     -   109,850.      182,680.      MT  (+/- 180 meters Scaled)
 FH0118
 FH0118                          SUPERSEDED SURVEY CONTROL
 FH0118
 FH0118  NGVD 29 (??/??/92)  151.945  (m)          498.51   (f) ADJ UNCH    1 2
 FH0118
 FH0118.Superseded values are not recommended for survey control.
 FH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0118.See file dsdata.txt to determine how the superseded data were derived.
 FH0118
 FH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV736071(NAD 83)
 FH0118_MARKER: DB = BENCH MARK DISK
 FH0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0118_STAMPING: 498.506 E 20 1931
 FH0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0118+STABILITY: SURFACE MOTION
 FH0118
 FH0118  HISTORY     - Date     Condition        Report By
 FH0118  HISTORY     - 1931     MONUMENTED       CGS
 FH0118  HISTORY     - 1959     GOOD             NGS
 FH0118  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0118  HISTORY     - 20040106 MARK NOT FOUND   ARHD
 FH0118
 FH0118                          STATION DESCRIPTION
 FH0118
 FH0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0118'6.1 MI S FROM FORT SMITH.
 FH0118'THIS MARK WAS RECOVERED AT A ROAD LEADING EAST TO THE DIAMOND
 FH0118'GROVE FARM.  THE RAILROAD TRACKS HAVE BEEN REMOVED FROM A
 FH0118'POINT ABOUT 0.2 MILE NORTH OF THIS MARK TO GREENWOOD.  THE MARK
 FH0118'IS 36 FEET NORTHEAST OF A LIGHT POLE, 35.7 FEET EAST OF THE
 FH0118'EAST EDGE OF PAVEMENT AND 17 FEET SOUTH OF THE CENTER LINE
 FH0118'OF THE DIRT ROAD.  THE MARK IS ABOUT 4 INCHES BELOW THE SURFACE
 FH0118'OF THE GROUND.
 FH0118
 FH0118                          STATION RECOVERY (1985)
 FH0118
 FH0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0118'SEARCHED FOR BUT NOT RECOVERED, OLD HIGHWAY 71 HAS BEEN ELIMINATED AND
 FH0118'MARK WAS PROBABLY DESTROYED OR COVERED AT THAT TIME.
 FH0118
 FH0118                          STATION RECOVERY (2004)
 FH0118
 FH0118'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (DFC)
 FH0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0135 ***********************************************************************
 DL0135  DESIGNATION -  E 200
 DL0135  PID         -  DL0135
 DL0135  STATE/COUNTY-  AR/UNION
 DL0135  USGS QUAD   -  HUTTIG (1981)
 DL0135
 DL0135                         *CURRENT SURVEY CONTROL
 DL0135  ___________________________________________________________________
 DL0135* NAD 83(1986)-  33 06 45.     (N)    092 11 45.     (W)     SCALED    
 DL0135* NAVD 88     -        26.755  (meters)      87.78   (feet)  ADJUSTED  
 DL0135  ___________________________________________________________________
 DL0135  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL0135  DYNAMIC HT  -          26.726 (meters)      87.68  (feet)  COMP
 DL0135  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 DL0135
 DL0135  VERT ORDER  -  FIRST     CLASS II
 DL0135
 DL0135.The horizontal coordinates were scaled from a topographic map and have
 DL0135.an estimated accuracy of +/- 6 seconds.
 DL0135
 DL0135.The orthometric height was determined by differential leveling
 DL0135.and adjusted by the National Geodetic Survey in June 1991..
 DL0135
 DL0135.The geoid height was determined by GEOID03.
 DL0135
 DL0135.The dynamic height is computed by dividing the NAVD 88
 DL0135.geopotential number by the normal gravity value computed on the
 DL0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0135.degrees latitude (g = 980.6199 gals.).
 DL0135
 DL0135.The modeled gravity was interpolated from observed gravity values.
 DL0135
 DL0135;                    North         East    Units  Estimated Accuracy
 DL0135;SPC AR S     -   449,470.      381,720.      MT  (+/- 180 meters Scaled)
 DL0135
 DL0135                          SUPERSEDED SURVEY CONTROL
 DL0135
 DL0135  NGVD 29 (??/??/92)   26.811  (m)           87.96   (f) ADJ UNCH    1 2
 DL0135
 DL0135.Superseded values are not recommended for survey control.
 DL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0135.See file dsdata.txt to determine how the superseded data were derived.
 DL0135
 DL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS750640(NAD 83)
 DL0135_MARKER: DB = BENCH MARK DISK
 DL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0135_STAMPING: E 200 1960
 DL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0135+STABILITY: SURFACE MOTION
 DL0135
 DL0135  HISTORY     - Date     Condition        Report By
 DL0135  HISTORY     - 1960     MONUMENTED       CGS
 DL0135  HISTORY     - 1964     GOOD             NGS
 DL0135
 DL0135                          STATION DESCRIPTION
 DL0135
 DL0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0135'5.15 MI NW FROM FELSENTHAL.
 DL0135'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0135'FELSENTHAL, THENCE 3.15 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 DL0135'25, T 18 S, R 11 W, 79 FEET EAST OF THE CENTER LINE OF THE ROAD, 86
 DL0135'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A GRADED DIRT ROAD
 DL0135'LEADING WEST, 69 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD
 DL0135'LEADING WEST, 18 FEET SOUTHEAST OF A 12-INCH OAK TREE, 8 FEET
 DL0135'EAST-SOUTHEAST OF AN 18-INCH PINE TREE, 1.5 FEET EAST OF A METAL
 DL0135'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 DL0135'POST PROJECTING 7 INCHES.
 DL0135
 DL0135                          STATION RECOVERY (1964)
 DL0135
 DL0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0250 ***********************************************************************
 DL0250  DESIGNATION -  E 201
 DL0250  PID         -  DL0250
 DL0250  STATE/COUNTY-  AR/UNION
 DL0250  USGS QUAD   -  CALION (1978)
 DL0250
 DL0250                         *CURRENT SURVEY CONTROL
 DL0250  ___________________________________________________________________
 DL0250* NAD 83(1986)-  33 16 21.     (N)    092 30 30.     (W)     SCALED    
 DL0250* NAVD 88     -        38.823  (meters)     127.37   (feet)  ADJUSTED  
 DL0250  ___________________________________________________________________
 DL0250  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0250  DYNAMIC HT  -          38.781 (meters)     127.23  (feet)  COMP
 DL0250  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DL0250
 DL0250  VERT ORDER  -  FIRST     CLASS II
 DL0250
 DL0250.The horizontal coordinates were scaled from a topographic map and have
 DL0250.an estimated accuracy of +/- 6 seconds.
 DL0250
 DL0250.The orthometric height was determined by differential leveling
 DL0250.and adjusted by the National Geodetic Survey in June 1991..
 DL0250
 DL0250.The geoid height was determined by GEOID03.
 DL0250
 DL0250.The dynamic height is computed by dividing the NAVD 88
 DL0250.geopotential number by the normal gravity value computed on the
 DL0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0250.degrees latitude (g = 980.6199 gals.).
 DL0250
 DL0250.The modeled gravity was interpolated from observed gravity values.
 DL0250
 DL0250;                    North         East    Units  Estimated Accuracy
 DL0250;SPC AR S     -   467,310.      352,640.      MT  (+/- 180 meters Scaled)
 DL0250
 DL0250                          SUPERSEDED SURVEY CONTROL
 DL0250
 DL0250  NGVD 29 (??/??/92)   38.863  (m)          127.50   (f) ADJ UNCH    1 2
 DL0250
 DL0250.Superseded values are not recommended for survey control.
 DL0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0250.See file dsdata.txt to determine how the superseded data were derived.
 DL0250
 DL0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS457816(NAD 83)
 DL0250_MARKER: DB = BENCH MARK DISK
 DL0250_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0250_SP_SET: 11 FT.
 DL0250_STAMPING: E 201 1960
 DL0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0250
 DL0250  HISTORY     - Date     Condition        Report By
 DL0250  HISTORY     - 1960     MONUMENTED       CGS
 DL0250  HISTORY     - 1964     GOOD             NGS
 DL0250
 DL0250                          STATION DESCRIPTION
 DL0250
 DL0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0250'3.25 MI NE FROM OLD UNION.
 DL0250'ABOUT 3.25 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE OLD UNION
 DL0250'BAPTIST CHURCH AT OLD UNION, IN SECTION 1, T 17 S, R 14 W, 0.3 MILE
 DL0250'NORTH OF THE CRAIN CITY COUNTRY STORE, AT THE FOOT OF A HILL AND AT
 DL0250'THE NORTH END OF A CURVE IN THE ROAD, 84 FEET WEST OF THE CENTER LINE
 DL0250'OF THE ROAD, 112 FEET NORTH-NORTHWEST OF A BRACED POWER POLE BEARING A
 DL0250'POWER LINE WHICH CROSSES THE ROAD, 161 FEET SOUTH-SOUTHWEST OF THE
 DL0250'SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 2.0 FEET
 DL0250'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON
 DL0250'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 DL0250'11 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 FOOT. NOTE--
 DL0250'THE ROAD PAST THE MARK HAS BEEN BLACK-TOPPED.
 DL0250
 DL0250                          STATION RECOVERY (1964)
 DL0250
 DL0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0549 ***********************************************************************
 DL0549  DESIGNATION -  E 202
 DL0549  PID         -  DL0549
 DL0549  STATE/COUNTY-  AR/COLUMBIA
 DL0549  USGS QUAD   -  WALDO (1968)
 DL0549
 DL0549                         *CURRENT SURVEY CONTROL
 DL0549  ___________________________________________________________________
 DL0549* NAD 83(1986)-  33 20 54.     (N)    093 15 39.     (W)     SCALED    
 DL0549* NAVD 88     -        89.649  (meters)     294.12   (feet)  ADJUSTED  
 DL0549  ___________________________________________________________________
 DL0549  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL0549  DYNAMIC HT  -          89.553 (meters)     293.81  (feet)  COMP
 DL0549  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 DL0549
 DL0549  VERT ORDER  -  FIRST     CLASS II
 DL0549
 DL0549.The horizontal coordinates were scaled from a topographic map and have
 DL0549.an estimated accuracy of +/- 6 seconds.
 DL0549
 DL0549.The orthometric height was determined by differential leveling
 DL0549.and adjusted by the National Geodetic Survey in June 1991..
 DL0549
 DL0549.The geoid height was determined by GEOID03.
 DL0549
 DL0549.The dynamic height is computed by dividing the NAVD 88
 DL0549.geopotential number by the normal gravity value computed on the
 DL0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0549.degrees latitude (g = 980.6199 gals.).
 DL0549
 DL0549.The modeled gravity was interpolated from observed gravity values.
 DL0549
 DL0549;                    North         East    Units  Estimated Accuracy
 DL0549;SPC AR S     -   476,330.      282,640.      MT  (+/- 180 meters Scaled)
 DL0549
 DL0549                          SUPERSEDED SURVEY CONTROL
 DL0549
 DL0549  NGVD 29 (??/??/92)   89.677  (m)          294.22   (f) ADJ UNCH    1 2
 DL0549
 DL0549.Superseded values are not recommended for survey control.
 DL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0549.See file dsdata.txt to determine how the superseded data were derived.
 DL0549
 DL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS757899(NAD 83)
 DL0549_MARKER: DB = BENCH MARK DISK
 DL0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0549_STAMPING: E 202 1960
 DL0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0549+STABILITY: SURFACE MOTION
 DL0549
 DL0549  HISTORY     - Date     Condition        Report By
 DL0549  HISTORY     - 1960     MONUMENTED       CGS
 DL0549  HISTORY     - 1963     GOOD             NGS
 DL0549
 DL0549                          STATION DESCRIPTION
 DL0549
 DL0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0549'2.05 MI E FROM WALDO.
 DL0549'ABOUT 2.05 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0549'THE STATION AT WALDO, IN SECTION 15, T 16 S, R 21 W, 0.15 MILE WEST OF
 DL0549'MILEPOST 371, 63 FEET SOUTH OF THE SOUTH RAIL, 26 FEET SOUTHEAST OF
 DL0549'THE 5TH POLE WEST OF MILEPOST 371, 12 FEET WEST OF THE CENTER LINE OF
 DL0549'A TRACK ROAD, 65 1/2 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A ROAD
 DL0549'CROSSING, 29 1/2 FEET NORTH OF A 13-INCH OAK TREE, 2 1/2 FEET EAST OF
 DL0549'A FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 DL0549'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. ALSO
 DL0549'ABOUT 3.1 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0549'STATION AT MCNEIL.
 DL0549
 DL0549                          STATION RECOVERY (1963)
 DL0549
 DL0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0834 ***********************************************************************
 DL0834  DESIGNATION -  E 203
 DL0834  PID         -  DL0834
 DL0834  STATE/COUNTY-  AR/LAFAYETTE
 DL0834  USGS QUAD   -  LEWISVILLE (1978)
 DL0834
 DL0834                         *CURRENT SURVEY CONTROL
 DL0834  ___________________________________________________________________
 DL0834* NAD 83(1986)-  33 21 21.     (N)    093 35 23.     (W)     SCALED    
 DL0834* NAVD 88     -        84.342  (meters)     276.71   (feet)  ADJUSTED  
 DL0834  ___________________________________________________________________
 DL0834  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL0834  DYNAMIC HT  -          84.252 (meters)     276.42  (feet)  COMP
 DL0834  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DL0834
 DL0834  VERT ORDER  -  FIRST     CLASS II
 DL0834
 DL0834.The horizontal coordinates were scaled from a topographic map and have
 DL0834.an estimated accuracy of +/- 6 seconds.
 DL0834
 DL0834.The orthometric height was determined by differential leveling
 DL0834.and adjusted by the National Geodetic Survey in June 1991..
 DL0834
 DL0834.The geoid height was determined by GEOID03.
 DL0834
 DL0834.The dynamic height is computed by dividing the NAVD 88
 DL0834.geopotential number by the normal gravity value computed on the
 DL0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0834.degrees latitude (g = 980.6199 gals.).
 DL0834
 DL0834.The modeled gravity was interpolated from observed gravity values.
 DL0834
 DL0834;                    North         East    Units  Estimated Accuracy
 DL0834;SPC AR S     -   477,590.      252,040.      MT  (+/- 180 meters Scaled)
 DL0834
 DL0834                          SUPERSEDED SURVEY CONTROL
 DL0834
 DL0834  NGVD 29 (??/??/92)   84.383  (m)          276.85   (f) ADJ UNCH    1 2
 DL0834
 DL0834.Superseded values are not recommended for survey control.
 DL0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0834.See file dsdata.txt to determine how the superseded data were derived.
 DL0834
 DL0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS451908(NAD 83)
 DL0834_MARKER: DB = BENCH MARK DISK
 DL0834_SETTING: 0 = UNSPECIFIED SETTING
 DL0834_STAMPING: E 203 1960
 DL0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0834
 DL0834  HISTORY     - Date     Condition        Report By
 DL0834  HISTORY     - 1960     MONUMENTED       CGS
 DL0834
 DL0834                          STATION DESCRIPTION
 DL0834
 DL0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0834'0.7 MI W FROM LEWISVILLE.
 DL0834'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0834'STATION AT LEWISVILLE, IN SECTION 16, T 16 S, R 24 W, SET IN THE
 DL0834'CENTER OF THE TOP OF A 24X35 FEET CONCRETE BLOCK WHICH PROJECTS 1 1/2
 DL0834'FEET ABOVE THE GROUND, 28 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 DL0834'TRACK, 28 1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST RAIL OF A BRANCH
 DL0834'LINE LEADING SOUTH TO SHREVEPORT, 2 FEET WEST OF THE SOUTHWEST CORNER
 DL0834'OF A TOOL SHED, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0258 ***********************************************************************
 DL0258  DESIGNATION -  E 204
 DL0258  PID         -  DL0258
 DL0258  STATE/COUNTY-  AR/OUACHITA
 DL0258  USGS QUAD   -  BUENA VISTA (1962)
 DL0258
 DL0258                         *CURRENT SURVEY CONTROL
 DL0258  ___________________________________________________________________
 DL0258* NAD 83(1986)-  33 29 13.     (N)    092 57 26.     (W)     SCALED    
 DL0258* NAVD 88     -        86.260  (meters)     283.00   (feet)  ADJUSTED  
 DL0258  ___________________________________________________________________
 DL0258  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DL0258  DYNAMIC HT  -          86.170 (meters)     282.71  (feet)  COMP
 DL0258  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 DL0258
 DL0258  VERT ORDER  -  FIRST     CLASS II
 DL0258
 DL0258.The horizontal coordinates were scaled from a topographic map and have
 DL0258.an estimated accuracy of +/- 6 seconds.
 DL0258
 DL0258.The orthometric height was determined by differential leveling
 DL0258.and adjusted by the National Geodetic Survey in June 1991..
 DL0258
 DL0258.The geoid height was determined by GEOID03.
 DL0258
 DL0258.The dynamic height is computed by dividing the NAVD 88
 DL0258.geopotential number by the normal gravity value computed on the
 DL0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0258.degrees latitude (g = 980.6199 gals.).
 DL0258
 DL0258.The modeled gravity was interpolated from observed gravity values.
 DL0258
 DL0258;                    North         East    Units  Estimated Accuracy
 DL0258;SPC AR S     -   491,400.      311,040.      MT  (+/- 180 meters Scaled)
 DL0258
 DL0258                          SUPERSEDED SURVEY CONTROL
 DL0258
 DL0258  NGVD 29 (??/??/92)   86.285  (m)          283.09   (f) ADJ UNCH    1 2
 DL0258
 DL0258.Superseded values are not recommended for survey control.
 DL0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0258.See file dsdata.txt to determine how the superseded data were derived.
 DL0258
 DL0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT039052(NAD 83)
 DL0258_MARKER: DB = BENCH MARK DISK
 DL0258_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0258_SP_SET: 56 FT.
 DL0258_STAMPING: E 204 1960
 DL0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0258
 DL0258  HISTORY     - Date     Condition        Report By
 DL0258  HISTORY     - 1960     MONUMENTED       CGS
 DL0258  HISTORY     - 1964     GOOD             NGS
 DL0258
 DL0258                          STATION DESCRIPTION
 DL0258
 DL0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0258'8.95 MI NE FROM STEPHENS.
 DL0258'ABOUT 8.95 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0258'FROM THE STATION AT STEPHENS, ON THE SECTION LINE BETWEEN SECTIONS 27
 DL0258'AND 28, T 14 S, R 18 W, 119 FEET NORTH AND ACROSS THE TRACK FROM
 DL0258'MILEPOST 349, 37 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 DL0258'10 RAILS WEST OF THE BUENA VISTA STATION SIGN, 241 1/2 FEET EAST OF
 DL0258'THE NORTHWEST CORNER OF A STEEL BUILDING, 55 FEET SOUTHEAST OF A
 DL0258'22-INCH OAK TREE, 15 1/2 FEET EAST OF A TELEPHONE POLE, IN LINE WITH A
 DL0258'ROW OF TELEPHONE POLES, 27.7 FEET EAST-NORTHEAST OF P.B.M. BUENA VISTA
 DL0258'(U.S.E.), AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DL0258'DRIVEN TO A DEPTH OF 56 FEET, AND IS ENCASED IN A 6-INCH TILE WHICH
 DL0258'PROJECTS 5 INCHES ABOVE THE GROUND.  NOTE-- THIS MARK IS ALSO 10.45
 DL0258'MILES SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION AT CAMDEN.
 DL0258
 DL0258                          STATION RECOVERY (1964)
 DL0258
 DL0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0665 ***********************************************************************
 DL0665  DESIGNATION -  E 205
 DL0665  PID         -  DL0665
 DL0665  STATE/COUNTY-  AR/COLUMBIA
 DL0665  USGS QUAD   -  EMERSON (1971)
 DL0665
 DL0665                         *CURRENT SURVEY CONTROL
 DL0665  ___________________________________________________________________
 DL0665* NAD 83(1986)-  33 02 29.     (N)    093 10 24.     (W)     SCALED    
 DL0665* NAVD 88     -        87.525  (meters)     287.15   (feet)  ADJUSTED  
 DL0665  ___________________________________________________________________
 DL0665  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DL0665  DYNAMIC HT  -          87.430 (meters)     286.84  (feet)  COMP
 DL0665  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 DL0665
 DL0665  VERT ORDER  -  SECOND    CLASS 0
 DL0665
 DL0665.The horizontal coordinates were scaled from a topographic map and have
 DL0665.an estimated accuracy of +/- 6 seconds.
 DL0665
 DL0665.The orthometric height was determined by differential leveling
 DL0665.and adjusted by the National Geodetic Survey in June 1991..
 DL0665
 DL0665.The geoid height was determined by GEOID03.
 DL0665
 DL0665.The dynamic height is computed by dividing the NAVD 88
 DL0665.geopotential number by the normal gravity value computed on the
 DL0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0665.degrees latitude (g = 980.6199 gals.).
 DL0665
 DL0665.The modeled gravity was interpolated from observed gravity values.
 DL0665
 DL0665;                    North         East    Units  Estimated Accuracy
 DL0665;SPC AR S     -   442,190.      290,390.      MT  (+/- 180 meters Scaled)
 DL0665
 DL0665                          SUPERSEDED SURVEY CONTROL
 DL0665
 DL0665  NGVD 29 (??/??/92)   87.585  (m)          287.35   (f) ADJ UNCH    2 0
 DL0665
 DL0665.Superseded values are not recommended for survey control.
 DL0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0665.See file dsdata.txt to determine how the superseded data were derived.
 DL0665
 DL0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS838558(NAD 83)
 DL0665_MARKER: DB = BENCH MARK DISK
 DL0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0665_SP_SET: 32 FT.
 DL0665_STAMPING: E 205 1960
 DL0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0665
 DL0665  HISTORY     - Date     Condition        Report By
 DL0665  HISTORY     - 1960     MONUMENTED       CGS
 DL0665  HISTORY     - 1963     GOOD             NGS
 DL0665
 DL0665                          STATION DESCRIPTION
 DL0665
 DL0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0665'4.1 MI S FROM EMERSON.
 DL0665'ABOUT 4.1 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0665'THE STATION AT EMERSON, 11 1/2 RAILS NORTHWEST OF MILEPOST 23, SOUTH
 DL0665'OF AND ACROSS THE TRACK FROM A SAWMILL, IN SECTION 34, T 19 S, R 20 W,
 DL0665'24 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 54 FEET NORTH OF AN OIL
 DL0665'WELL CASING, 12 FEET NORTHEAST OF A ROW OF TELEPHONE POLES, 1.5 FEET
 DL0665'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE TRACKS, ON THE
 DL0665'TOP OF A 5/8-INCH COPPER COATED STEEL ROD WHICH IS DRIVEN TO A DEPTH
 DL0665'OF 32 FEET, AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES
 DL0665'ABOVE THE GROUND.
 DL0665
 DL0665                          STATION RECOVERY (1963)
 DL0665
 DL0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1300 ***********************************************************************
 FF1300  DESIGNATION -  E 206
 FF1300  PID         -  FF1300
 FF1300  STATE/COUNTY-  AR/WHITE
 FF1300  USGS QUAD   -  PANGBURN (1992)
 FF1300
 FF1300                         *CURRENT SURVEY CONTROL
 FF1300  ___________________________________________________________________
 FF1300* NAD 83(1986)-  35 22 55.     (N)    091 48 26.     (W)     SCALED    
 FF1300* NAVD 88     -        95.005  (meters)     311.70   (feet)  ADJUSTED  
 FF1300  ___________________________________________________________________
 FF1300  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1300  DYNAMIC HT  -          94.920 (meters)     311.42  (feet)  COMP
 FF1300  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FF1300
 FF1300  VERT ORDER  -  SECOND    CLASS 0
 FF1300
 FF1300.The horizontal coordinates were scaled from a topographic map and have
 FF1300.an estimated accuracy of +/- 6 seconds.
 FF1300
 FF1300.The orthometric height was determined by differential leveling
 FF1300.and adjusted by the National Geodetic Survey in June 1991..
 FF1300
 FF1300.The geoid height was determined by GEOID03.
 FF1300
 FF1300.The dynamic height is computed by dividing the NAVD 88
 FF1300.geopotential number by the normal gravity value computed on the
 FF1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1300.degrees latitude (g = 980.6199 gals.).
 FF1300
 FF1300.The modeled gravity was interpolated from observed gravity values.
 FF1300
 FF1300;                    North         East    Units  Estimated Accuracy
 FF1300;SPC AR N     -   116,350.      417,520.      MT  (+/- 180 meters Scaled)
 FF1300
 FF1300                          SUPERSEDED SURVEY CONTROL
 FF1300
 FF1300  NGVD 29 (??/??/??)   94.945  (m)          311.50   (f) ADJUSTED    2 0
 FF1300
 FF1300.Superseded values are not recommended for survey control.
 FF1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1300.See file dsdata.txt to determine how the superseded data were derived.
 FF1300
 FF1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV083160(NAD 83)
 FF1300_MARKER: DB = BENCH MARK DISK
 FF1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1300_STAMPING: E 206 1962
 FF1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1300+STABILITY: SURFACE MOTION
 FF1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1300+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 FF1300
 FF1300  HISTORY     - Date     Condition        Report By
 FF1300  HISTORY     - 1962     MONUMENTED       CGS
 FF1300  HISTORY     - 20030730 GOOD             USACE
 FF1300
 FF1300                          STATION DESCRIPTION
 FF1300
 FF1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1300'3.7 MI SE FROM PANGBURN.
 FF1300'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 FF1300'AT PANGBURN, 30 FEET WEST OF THE CENTER OF STATE HIGHWAY 16, 2.3
 FF1300'FEET NORTHWEST OF A FENCE CORNER, 2.2 FEET SOUTHWEST OF A METAL
 FF1300'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE HIGHWAY, SET IN THE
 FF1300'TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 FF1300
 FF1300                          STATION RECOVERY (2003)
 FF1300
 FF1300'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0191 ***********************************************************************
 FG0191  DESIGNATION -  E 207
 FG0191  PID         -  FG0191
 FG0191  STATE/COUNTY-  AR/CLEBURNE
 FG0191  USGS QUAD   -  QUITMAN (1991)
 FG0191
 FG0191                         *CURRENT SURVEY CONTROL
 FG0191  ___________________________________________________________________
 FG0191* NAD 83(1986)-  35 24 13.     (N)    092 10 12.     (W)     SCALED    
 FG0191* NAVD 88     -       191.672  (meters)     628.84   (feet)  ADJUSTED  
 FG0191  ___________________________________________________________________
 FG0191  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FG0191  DYNAMIC HT  -         191.495 (meters)     628.26  (feet)  COMP
 FG0191  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 FG0191
 FG0191  VERT ORDER  -  SECOND    CLASS 0
 FG0191
 FG0191.The horizontal coordinates were scaled from a topographic map and have
 FG0191.an estimated accuracy of +/- 6 seconds.
 FG0191
 FG0191.The orthometric height was determined by differential leveling
 FG0191.and adjusted by the National Geodetic Survey in June 1991..
 FG0191
 FG0191.The geoid height was determined by GEOID03.
 FG0191
 FG0191.The dynamic height is computed by dividing the NAVD 88
 FG0191.geopotential number by the normal gravity value computed on the
 FG0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0191.degrees latitude (g = 980.6199 gals.).
 FG0191
 FG0191.The modeled gravity was interpolated from observed gravity values.
 FG0191
 FG0191;                    North         East    Units  Estimated Accuracy
 FG0191;SPC AR N     -   118,750.      384,560.      MT  (+/- 180 meters Scaled)
 FG0191
 FG0191                          SUPERSEDED SURVEY CONTROL
 FG0191
 FG0191  NGVD 29 (??/??/92)  191.630  (m)          628.71   (f) ADJ UNCH    2 0
 FG0191
 FG0191.Superseded values are not recommended for survey control.
 FG0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0191.See file dsdata.txt to determine how the superseded data were derived.
 FG0191
 FG0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV753181(NAD 83)
 FG0191_MARKER: DB = BENCH MARK DISK
 FG0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0191_SP_SET: BRIDGE
 FG0191_STAMPING: E 207 1962
 FG0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0191
 FG0191  HISTORY     - Date     Condition        Report By
 FG0191  HISTORY     - 1962     MONUMENTED       CGS
 FG0191
 FG0191                          STATION DESCRIPTION
 FG0191
 FG0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0191'3.0 MI NE FROM QUITMAN.
 FG0191'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FG0191'QUITMAN, 14.8 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET
 FG0191'WEST OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE BRIDGE, SET
 FG0191'IN A DRILL HOLE IN TOP OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0148 ***********************************************************************
 FG0148  DESIGNATION -  E 208
 FG0148  PID         -  FG0148
 FG0148  STATE/COUNTY-  AR/FAULKNER
 FG0148  USGS QUAD   -  ROSE BUD (1994)
 FG0148
 FG0148                         *CURRENT SURVEY CONTROL
 FG0148  ___________________________________________________________________
 FG0148* NAD 83(1986)-  35 16 43.     (N)    092 07 20.     (W)     SCALED    
 FG0148* NAVD 88     -       183.285  (meters)     601.33   (feet)  ADJUSTED  
 FG0148  ___________________________________________________________________
 FG0148  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG0148  DYNAMIC HT  -         183.113 (meters)     600.76  (feet)  COMP
 FG0148  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 FG0148
 FG0148  VERT ORDER  -  SECOND    CLASS 0
 FG0148
 FG0148.The horizontal coordinates were scaled from a topographic map and have
 FG0148.an estimated accuracy of +/- 6 seconds.
 FG0148
 FG0148.The orthometric height was determined by differential leveling
 FG0148.and adjusted by the National Geodetic Survey in June 1991..
 FG0148
 FG0148.The geoid height was determined by GEOID03.
 FG0148
 FG0148.The dynamic height is computed by dividing the NAVD 88
 FG0148.geopotential number by the normal gravity value computed on the
 FG0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0148.degrees latitude (g = 980.6199 gals.).
 FG0148
 FG0148.The modeled gravity was interpolated from observed gravity values.
 FG0148
 FG0148;                    North         East    Units  Estimated Accuracy
 FG0148;SPC AR N     -   104,880.      388,880.      MT  (+/- 180 meters Scaled)
 FG0148
 FG0148                          SUPERSEDED SURVEY CONTROL
 FG0148
 FG0148  NGVD 29 (??/??/92)  183.251  (m)          601.22   (f) ADJ UNCH    2 0
 FG0148
 FG0148.Superseded values are not recommended for survey control.
 FG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0148.See file dsdata.txt to determine how the superseded data were derived.
 FG0148
 FG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV798042(NAD 83)
 FG0148_MARKER: DB = BENCH MARK DISK
 FG0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0148_SP_SET: CULVERT
 FG0148_STAMPING: E 208 1962
 FG0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0148
 FG0148  HISTORY     - Date     Condition        Report By
 FG0148  HISTORY     - 1962     MONUMENTED       CGS
 FG0148
 FG0148                          STATION DESCRIPTION
 FG0148
 FG0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0148'3.75 MI N FROM MOUNT VERNON.
 FG0148'3.75 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT MOUNT
 FG0148'VERNON, 20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.6 FOOT SOUTH
 FG0148'OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT, ABOUT 5
 FG0148'INCHES BELOW THE LEVEL OF THE ROAD, SET IN A DRILL HOLE IN THE EAST
 FG0148'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0225 ***********************************************************************
 FG0225  DESIGNATION -  E 209
 FG0225  PID         -  FG0225
 FG0225  STATE/COUNTY-  AR/VAN BUREN
 FG0225  USGS QUAD   -  DAMASCUS (1994)
 FG0225
 FG0225                         *CURRENT SURVEY CONTROL
 FG0225  ___________________________________________________________________
 FG0225* NAD 83(1986)-  35 22 18.     (N)    092 24 02.     (W)     SCALED    
 FG0225* NAVD 88     -       216.332  (meters)     709.75   (feet)  ADJUSTED  
 FG0225  ___________________________________________________________________
 FG0225  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0225  DYNAMIC HT  -         216.132 (meters)     709.09  (feet)  COMP
 FG0225  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 FG0225
 FG0225  VERT ORDER  -  SECOND    CLASS 0
 FG0225
 FG0225.The horizontal coordinates were scaled from a topographic map and have
 FG0225.an estimated accuracy of +/- 6 seconds.
 FG0225
 FG0225.The orthometric height was determined by differential leveling
 FG0225.and adjusted by the National Geodetic Survey in June 1991..
 FG0225
 FG0225.The geoid height was determined by GEOID03.
 FG0225
 FG0225.The dynamic height is computed by dividing the NAVD 88
 FG0225.geopotential number by the normal gravity value computed on the
 FG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0225.degrees latitude (g = 980.6199 gals.).
 FG0225
 FG0225.The modeled gravity was interpolated from observed gravity values.
 FG0225
 FG0225;                    North         East    Units  Estimated Accuracy
 FG0225;SPC AR N     -   115,270.      363,600.      MT  (+/- 180 meters Scaled)
 FG0225
 FG0225                          SUPERSEDED SURVEY CONTROL
 FG0225
 FG0225  NGVD 29 (??/??/92)  216.310  (m)          709.68   (f) ADJ UNCH    2 0
 FG0225
 FG0225.Superseded values are not recommended for survey control.
 FG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0225.See file dsdata.txt to determine how the superseded data were derived.
 FG0225
 FG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV544144(NAD 83)
 FG0225_MARKER: DB = BENCH MARK DISK
 FG0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0225_SP_SET: CULVERT
 FG0225_STAMPING: E 209 1962
 FG0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0225
 FG0225  HISTORY     - Date     Condition        Report By
 FG0225  HISTORY     - 1962     MONUMENTED       CGS
 FG0225
 FG0225                          STATION DESCRIPTION
 FG0225
 FG0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0225'0.6 MI N FROM DAMASCUS.
 FG0225'0.6 MILE NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN DAMASCUS,
 FG0225'80 FEET SOUTHWEST OF THE CENTER OF A DIRT DRIVEWAY, 29.4 FEET
 FG0225'NORTHWEST OF A FENCE, 15 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY
 FG0225'65, 1.7 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL OF A
 FG0225'CULVERT, ABOUT 3 INCHES ABOVE THE LEVEL OF THE HIGHWAY, CEMENTED IN A
 FG0225'DRILL HOLE IN THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0012 ***********************************************************************
 EK0012  DESIGNATION -  E 21
 EK0012  PID         -  EK0012
 EK0012  STATE/COUNTY-  AR/POLK
 EK0012  USGS QUAD   -  ACORN (1975)
 EK0012
 EK0012                         *CURRENT SURVEY CONTROL
 EK0012  ___________________________________________________________________
 EK0012* NAD 83(1986)-  34 41 48.     (N)    094 11 47.     (W)     SCALED    
 EK0012* NAVD 88     -       352.239  (meters)    1155.64   (feet)  ADJUSTED  
 EK0012  ___________________________________________________________________
 EK0012  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EK0012  DYNAMIC HT  -         351.855 (meters)    1154.38  (feet)  COMP
 EK0012  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 EK0012
 EK0012  VERT ORDER  -  FIRST     CLASS II
 EK0012
 EK0012.The horizontal coordinates were scaled from a topographic map and have
 EK0012.an estimated accuracy of +/- 6 seconds.
 EK0012
 EK0012.The orthometric height was determined by differential leveling
 EK0012.and adjusted by the National Geodetic Survey in June 1991..
 EK0012
 EK0012.The geoid height was determined by GEOID03.
 EK0012
 EK0012.The dynamic height is computed by dividing the NAVD 88
 EK0012.geopotential number by the normal gravity value computed on the
 EK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0012.degrees latitude (g = 980.6199 gals.).
 EK0012
 EK0012.The modeled gravity was interpolated from observed gravity values.
 EK0012
 EK0012;                    North         East    Units  Estimated Accuracy
 EK0012;SPC AR S     -   627,320.      198,780.      MT  (+/- 180 meters Scaled)
 EK0012
 EK0012                          SUPERSEDED SURVEY CONTROL
 EK0012
 EK0012  NGVD 29 (??/??/92)  352.130  (m)         1155.28   (f) ADJ UNCH    1 2
 EK0012
 EK0012.Superseded values are not recommended for survey control.
 EK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0012.See file dsdata.txt to determine how the superseded data were derived.
 EK0012
 EK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU904400(NAD 83)
 EK0012_MARKER: DB = BENCH MARK DISK
 EK0012_SETTING: 66 = SET IN ROCK OUTCROP
 EK0012_SP_SET: BEDROCK
 EK0012_STAMPING: 1155.280 E 21 1931
 EK0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0012+STABILITY: POSITION/ELEVATION WELL
 EK0012
 EK0012  HISTORY     - Date     Condition        Report By
 EK0012  HISTORY     - 1931     MONUMENTED       CGS
 EK0012  HISTORY     - 1965     GOOD             NGS
 EK0012  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0012
 EK0012                          STATION DESCRIPTION
 EK0012
 EK0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EK0012'13.4 MI N FROM MENA.
 EK0012'ABOUT 13.4 MILES NORTH OF MINA ON HIGHWAY U.S. 71, ABOUT 200
 EK0012'PACES NORTH OF THE COUNTY LINE, ON THE INSIDE OF THE CURVE IN THE
 EK0012'HIGHWAY.  10 FEET ABOVE THE HIGHWAY AND 15 FT. EAST OF THE
 EK0012'CENTERLINE OF THE ROAD.  STANDARD DISK STAMPED AS ABOVE SET
 EK0012'VERTICALLY IN A LARGE ROCK OUT CROP.
 EK0012
 EK0012                          STATION RECOVERY (1985)
 EK0012
 EK0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0012'SEARCHED FOR BUT NOT RECOVERED, THERE ARE TWO ARROWS PAINTED ON THE
 EK0012'ROCK CUT, IT APPEARS TO BE POINTING OUT THE MARK, BUT THE ROCK THAT
 EK0012'HELD THE DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0245 ***********************************************************************
 FG0245  DESIGNATION -  E 210
 FG0245  PID         -  FG0245
 FG0245  STATE/COUNTY-  AR/CLEBURNE
 FG0245  USGS QUAD   -  MORGANTON (1989)
 FG0245
 FG0245                         *CURRENT SURVEY CONTROL
 FG0245  ___________________________________________________________________
 FG0245* NAD 83(1986)-  35 22 42.     (N)    092 16 04.     (W)     SCALED    
 FG0245* NAVD 88     -       177.512  (meters)     582.39   (feet)  ADJUSTED  
 FG0245  ___________________________________________________________________
 FG0245  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FG0245  DYNAMIC HT  -         177.348 (meters)     581.85  (feet)  COMP
 FG0245  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FG0245
 FG0245  VERT ORDER  -  SECOND    CLASS 0
 FG0245
 FG0245.The horizontal coordinates were scaled from a topographic map and have
 FG0245.an estimated accuracy of +/- 6 seconds.
 FG0245
 FG0245.The orthometric height was determined by differential leveling
 FG0245.and adjusted by the National Geodetic Survey in June 1991..
 FG0245
 FG0245.The geoid height was determined by GEOID03.
 FG0245
 FG0245.The dynamic height is computed by dividing the NAVD 88
 FG0245.geopotential number by the normal gravity value computed on the
 FG0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0245.degrees latitude (g = 980.6199 gals.).
 FG0245
 FG0245.The modeled gravity was interpolated from observed gravity values.
 FG0245
 FG0245;                    North         East    Units  Estimated Accuracy
 FG0245;SPC AR N     -   115,970.      375,670.      MT  (+/- 180 meters Scaled)
 FG0245
 FG0245                          SUPERSEDED SURVEY CONTROL
 FG0245
 FG0245  NGVD 29 (??/??/92)  177.473  (m)          582.26   (f) ADJ UNCH    2 0
 FG0245
 FG0245.Superseded values are not recommended for survey control.
 FG0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0245.See file dsdata.txt to determine how the superseded data were derived.
 FG0245
 FG0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV665152(NAD 83)
 FG0245_MARKER: DB = BENCH MARK DISK
 FG0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0245_STAMPING: E 210 1962
 FG0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0245+STABILITY: SURFACE MOTION
 FG0245
 FG0245  HISTORY     - Date     Condition        Report By
 FG0245  HISTORY     - 1962     MONUMENTED       CGS
 FG0245  HISTORY     - 1967     GOOD             NGS
 FG0245
 FG0245                          STATION DESCRIPTION
 FG0245
 FG0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0245'3.0 MI W FROM QUITMAN.
 FG0245'IT IS 0.3 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE IN
 FG0245'QUITMAN, THENCE 2.7 MILES WEST ALONG STATE HIGHWAY 124, 44 FEET SOUTH
 FG0245'OF THE CENTER OF THE HIGHWAY, 2.5 FEET WEST OF A POWERLINE POLE, 2.4
 FG0245'FEET EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE AND SET IN
 FG0245'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1935 ***********************************************************************
 FE1935  DESIGNATION -  E 213
 FE1935  PID         -  FE1935
 FE1935  STATE/COUNTY-  AR/MISSISSIPPI
 FE1935  USGS QUAD   -  ROSA (1983)
 FE1935
 FE1935                         *CURRENT SURVEY CONTROL
 FE1935  ___________________________________________________________________
 FE1935* NAD 83(1986)-  35 47 07.     (N)    089 49 39.     (W)     SCALED    
 FE1935* NAVD 88     -        82.545  (meters)     270.82   (feet)  ADJUSTED  
 FE1935  ___________________________________________________________________
 FE1935  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE1935  DYNAMIC HT  -          82.475 (meters)     270.59  (feet)  COMP
 FE1935  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 FE1935
 FE1935  VERT ORDER  -  FIRST     CLASS I
 FE1935
 FE1935.The horizontal coordinates were scaled from a topographic map and have
 FE1935.an estimated accuracy of +/- 6 seconds.
 FE1935
 FE1935.The orthometric height was determined by differential leveling
 FE1935.and adjusted by the National Geodetic Survey in June 1991..
 FE1935
 FE1935.The geoid height was determined by GEOID03.
 FE1935
 FE1935.The dynamic height is computed by dividing the NAVD 88
 FE1935.geopotential number by the normal gravity value computed on the
 FE1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1935.degrees latitude (g = 980.6199 gals.).
 FE1935
 FE1935.The modeled gravity was interpolated from observed gravity values.
 FE1935
 FE1935;                    North         East    Units  Estimated Accuracy
 FE1935;SPC AR N     -   163,250.      596,380.      MT  (+/- 180 meters Scaled)
 FE1935
 FE1935                          SUPERSEDED SURVEY CONTROL
 FE1935
 FE1935  NGVD 29 (??/??/??)   82.484  (m)          270.62   (f) ADJUSTED    1 1
 FE1935
 FE1935.Superseded values are not recommended for survey control.
 FE1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1935.See file dsdata.txt to determine how the superseded data were derived.
 FE1935
 FE1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE444638(NAD 83)
 FE1935_MARKER: DB = BENCH MARK DISK
 FE1935_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1935_SP_SET: 104 FEET
 FE1935_STAMPING: E 213 1976
 FE1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1935
 FE1935  HISTORY     - Date     Condition        Report By
 FE1935  HISTORY     - 1976     MONUMENTED       NGS
 FE1935  HISTORY     - 20020727 MARK NOT FOUND   USACE
 FE1935
 FE1935                          STATION DESCRIPTION
 FE1935
 FE1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1935'10.2 MI SW FROM BARFIELD.
 FE1935'10.2 MILES SOUTHWEST ALONG THE LEVEE FROM THE JUNCTION OF STATE
 FE1935'HIGHWAY 18, 0.8 MILE SOUTHWEST OF THE JUNCTION OF LEVEE AND STATE
 FE1935'HIGHWAY 120, 14.3 FEET WEST OF THE CENTER OF LEVEE, AND 6 FEET
 FE1935'EAST OF MILEPOST 67/68. A DISK ON THE TOP OF A COPPER COATED
 FE1935'STEEL ROD SET TO A DEPTH OF 104 FEET, 1 FOOT BELOW THE LEVEE, AND
 FE1935'1 FOOT EAST OF A WITNESS POST.
 FE1935
 FE1935                          STATION RECOVERY (2002)
 FE1935
 FE1935'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1935'THE STATION WAS PREVIOUSLY DESTROYED, BUT A CORP OF ENGINEERS DISK,
 FE1935'ALUMINUM, STAMPED E213 1993 WAS SET ON STEEL ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1946 ***********************************************************************
 FE1946  DESIGNATION -  E 214
 FE1946  PID         -  FE1946
 FE1946  STATE/COUNTY-  AR/MISSISSIPPI
 FE1946  USGS QUAD   -  LUXORA (1972)
 FE1946
 FE1946                         *CURRENT SURVEY CONTROL
 FE1946  ___________________________________________________________________
 FE1946* NAD 83(1986)-  35 45 36.     (N)    089 54 46.     (W)     SCALED    
 FE1946* NAVD 88     -        81.587  (meters)     267.67   (feet)  ADJUSTED  
 FE1946  ___________________________________________________________________
 FE1946  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE1946  DYNAMIC HT  -          81.518 (meters)     267.45  (feet)  COMP
 FE1946  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 FE1946
 FE1946  VERT ORDER  -  FIRST     CLASS I
 FE1946
 FE1946.The horizontal coordinates were scaled from a topographic map and have
 FE1946.an estimated accuracy of +/- 6 seconds.
 FE1946
 FE1946.The orthometric height was determined by differential leveling
 FE1946.and adjusted by the National Geodetic Survey in June 1991..
 FE1946
 FE1946.The geoid height was determined by GEOID03.
 FE1946
 FE1946.The dynamic height is computed by dividing the NAVD 88
 FE1946.geopotential number by the normal gravity value computed on the
 FE1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1946.degrees latitude (g = 980.6199 gals.).
 FE1946
 FE1946.The modeled gravity was interpolated from observed gravity values.
 FE1946
 FE1946;                    North         East    Units  Estimated Accuracy
 FE1946;SPC AR N     -   160,280.      588,740.      MT  (+/- 180 meters Scaled)
 FE1946
 FE1946                          SUPERSEDED SURVEY CONTROL
 FE1946
 FE1946  NGVD 29 (??/??/??)   81.532  (m)          267.49   (f) ADJUSTED    1 1
 FE1946
 FE1946.Superseded values are not recommended for survey control.
 FE1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1946.See file dsdata.txt to determine how the superseded data were derived.
 FE1946
 FE1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE366612(NAD 83)
 FE1946_MARKER: DB = BENCH MARK DISK
 FE1946_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1946_SP_SET: 4 FEET
 FE1946_STAMPING: E 214 1976
 FE1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1946+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 FE1946
 FE1946  HISTORY     - Date     Condition        Report By
 FE1946  HISTORY     - 1976     MONUMENTED       NGS
 FE1946  HISTORY     - 20020727 GOOD             USACE
 FE1946
 FE1946                          STATION DESCRIPTION
 FE1946
 FE1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1946'1.0 MI NE FROM LUXORA.
 FE1946'1.0 MILE NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF MAIN
 FE1946'STREET AT LUXORA, 17.1 FEET WEST OF THE CENTER OF THE LEVEE, AND
 FE1946'1.3 FEET NORTH OF MILEPOST 73/74. A DISK ON THE TOP OF A COPPER
 FE1946'COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 3 FEET BELOW THE LEVEE,
 FE1946'AND 1 FOOT SOUTH OF A WITNESS POST.
 FE1946
 FE1946                          STATION RECOVERY (2002)
 FE1946
 FE1946'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1882 ***********************************************************************
 FE1882  DESIGNATION -  E 215
 FE1882  PID         -  FE1882
 FE1882  STATE/COUNTY-  AR/MISSISSIPPI
 FE1882  USGS QUAD   -  NODENA (1983)
 FE1882
 FE1882                         *CURRENT SURVEY CONTROL
 FE1882  ___________________________________________________________________
 FE1882* NAD 83(1986)-  35 33 31.     (N)    089 57 00.     (W)     SCALED    
 FE1882* NAVD 88     -        79.024  (meters)     259.26   (feet)  ADJUSTED  
 FE1882  ___________________________________________________________________
 FE1882  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE1882  DYNAMIC HT  -          78.955 (meters)     259.04  (feet)  COMP
 FE1882  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 FE1882
 FE1882  VERT ORDER  -  FIRST     CLASS I
 FE1882
 FE1882.The horizontal coordinates were scaled from a topographic map and have
 FE1882.an estimated accuracy of +/- 6 seconds.
 FE1882
 FE1882.The orthometric height was determined by differential leveling
 FE1882.and adjusted by the National Geodetic Survey in June 1991..
 FE1882
 FE1882.The geoid height was determined by GEOID03.
 FE1882
 FE1882.The dynamic height is computed by dividing the NAVD 88
 FE1882.geopotential number by the normal gravity value computed on the
 FE1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1882.degrees latitude (g = 980.6199 gals.).
 FE1882
 FE1882.The modeled gravity was interpolated from observed gravity values.
 FE1882
 FE1882;                    North         East    Units  Estimated Accuracy
 FE1882;SPC AR N     -   137,870.      585,840.      MT  (+/- 180 meters Scaled)
 FE1882
 FE1882                          SUPERSEDED SURVEY CONTROL
 FE1882
 FE1882  NGVD 29 (??/??/??)   78.993  (m)          259.16   (f) ADJUSTED    1 1
 FE1882
 FE1882.Superseded values are not recommended for survey control.
 FE1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1882.See file dsdata.txt to determine how the superseded data were derived.
 FE1882
 FE1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE326389(NAD 83)
 FE1882_MARKER: DB = BENCH MARK DISK
 FE1882_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1882_SP_SET: 104 FEET
 FE1882_STAMPING: E 215 1976
 FE1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1882+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 FE1882
 FE1882  HISTORY     - Date     Condition        Report By
 FE1882  HISTORY     - 1976     MONUMENTED       NGS
 FE1882  HISTORY     - 20020726 GOOD             USACE
 FE1882  HISTORY     - 20050512 GOOD             USACE
 FE1882
 FE1882                          STATION DESCRIPTION
 FE1882
 FE1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1882'6.3 MI NE FROM WILSON.
 FE1882'6.3 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1882'STREET AT WILSON, 15.0 FEET SOUTHWEST OF THE CENTER OF THE LEVEE,
 FE1882'51 FEET NORTHEAST OF A FENCE, 0.25 MILE NORTHWEST OF A GRAVEL ROAD
 FE1882'CROSSING THE LEVEE, AND 2.3 FEET EAST OF MILPOST 97/98. A DISK
 FE1882'ON THE TOP OF A COPPER COATED STEEL ROD SET TO A DEPTH OF 104 FEET
 FE1882', 2 FEET BELOW THE LEVEE, AND 1 FOOT NE OF A WITNESS POST.
 FE1882
 FE1882                          STATION RECOVERY (2002)
 FE1882
 FE1882'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1882'THE STATION IS 18 FT W OF CENTERLINE OF LEVEE, 2 FT SW OF LMP.
 FE1882
 FE1882                          STATION RECOVERY (2005)
 FE1882
 FE1882'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0204 ***********************************************************************
 EH0204  DESIGNATION -  E 216
 EH0204  PID         -  EH0204
 EH0204  STATE/COUNTY-  AR/CRITTENDEN
 EH0204  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0204
 EH0204                         *CURRENT SURVEY CONTROL
 EH0204  ___________________________________________________________________
 EH0204* NAD 83(1986)-  34 52 28.     (N)    090 19 34.     (W)     SCALED    
 EH0204* NAVD 88     -        62.868  (meters)     206.26   (feet)  ADJUSTED  
 EH0204  ___________________________________________________________________
 EH0204  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EH0204  DYNAMIC HT  -          62.810 (meters)     206.07  (feet)  COMP
 EH0204  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 EH0204
 EH0204  VERT ORDER  -  FIRST     CLASS II
 EH0204
 EH0204.The horizontal coordinates were scaled from a topographic map and have
 EH0204.an estimated accuracy of +/- 6 seconds.
 EH0204
 EH0204.The orthometric height was determined by differential leveling
 EH0204.and adjusted by the National Geodetic Survey in June 1991..
 EH0204
 EH0204.The geoid height was determined by GEOID03.
 EH0204
 EH0204.The dynamic height is computed by dividing the NAVD 88
 EH0204.geopotential number by the normal gravity value computed on the
 EH0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0204.degrees latitude (g = 980.6199 gals.).
 EH0204
 EH0204.The modeled gravity was interpolated from observed gravity values.
 EH0204
 EH0204;                    North         East    Units  Estimated Accuracy
 EH0204;SPC AR N     -    61,330.      553,030.      MT  (+/- 180 meters Scaled)
 EH0204
 EH0204                          SUPERSEDED SURVEY CONTROL
 EH0204
 EH0204  NGVD 29 (??/??/??)   62.887  (m)          206.32   (f) ADJUSTED    1 2
 EH0204
 EH0204.Superseded values are not recommended for survey control.
 EH0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0204.See file dsdata.txt to determine how the superseded data were derived.
 EH0204
 EH0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU444623(NAD 83)
 EH0204_MARKER: DB = BENCH MARK DISK
 EH0204_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0204_SP_SET: 44 FEET
 EH0204_STAMPING: E 216 1976
 EH0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0204
 EH0204  HISTORY     - Date     Condition        Report By
 EH0204  HISTORY     - 1976     MONUMENTED       NGS
 EH0204
 EH0204                          STATION DESCRIPTION
 EH0204
 EH0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0204'2.0 MI N FROM BRUINS.
 EH0204'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF STATE
 EH0204'HIGHWAY 147 IN BRUINS TO WHERE STATE HIGHWAY 131 FOLLOWS ALONG THE TOP
 EH0204'OF LEVEE, THENCE 0.05 MILE SOUTHWEST THROUGHT LEVEE GATE TO THE CORNER
 EH0204'OF A BARBED WIRE FENCE, THENCE 0.2 MILE SOUTHEAST, 89 FEET NORTHWEST
 EH0204'OF THE EDGE OF THE CUT BANK OF RIVER, AND DRIVEN 44 FEET TO REFUSAL. A
 EH0204'DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 44 FEET ENCASED
 EH0204'IN A PIPE PROJECTING +2 INCHES.  1 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1097 ***********************************************************************
 FF1097  DESIGNATION -  E 217
 FF1097  PID         -  FF1097
 FF1097  STATE/COUNTY-  AR/CRITTENDEN
 FF1097  USGS QUAD   -  JERICHO (1993)
 FF1097
 FF1097                         *CURRENT SURVEY CONTROL
 FF1097  ___________________________________________________________________
 FF1097* NAD 83(1997)-  35 15 28.48003(N)    090 09 42.31022(W)     ADJUSTED  
 FF1097* NAVD 88     -        74.251  (meters)     243.61   (feet)  ADJUSTED  
 FF1097  ___________________________________________________________________
 FF1097  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FF1097  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1097  DYNAMIC HT  -          74.184 (meters)     243.39  (feet)  COMP
 FF1097  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FF1097
 FF1097  HORZ ORDER  -  SECOND
 FF1097  VERT ORDER  -  FIRST     CLASS I
 FF1097
 FF1097.The horizontal coordinates were established by classical geodetic methods
 FF1097.and adjusted by the National Geodetic Survey in September 1999..
 FF1097
 FF1097.The orthometric height was determined by differential leveling
 FF1097.and adjusted by the National Geodetic Survey in June 1991..
 FF1097
 FF1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1097
 FF1097.The geoid height was determined by GEOID03.
 FF1097
 FF1097.The dynamic height is computed by dividing the NAVD 88
 FF1097.geopotential number by the normal gravity value computed on the
 FF1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1097.degrees latitude (g = 980.6199 gals.).
 FF1097
 FF1097.The modeled gravity was interpolated from observed gravity values.
 FF1097
 FF1097;                    North         East     Units Scale Factor Converg.
 FF1097;SPC AR N     -   104,135.312   567,264.238   MT  0.99995206   +1 04 10.8
 FF1097;SPC AR N     -   341,650.60  1,861,099.42   sFT  0.99995206   +1 04 10.8
 FF1097;SPC TN       -   110,633.458   221,391.790   MT  0.99999861   -2 26 11.2
 FF1097;SPC TN       -   362,969.94    726,349.56   sFT  0.99999861   -2 26 11.2
 FF1097;UTM  15      - 3,905,338.707   758,214.982   MT  1.00042178   +1 38 21.5
 FF1097
 FF1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1097!SPC AR N     -   0.99999263  x   0.99995206  =   0.99994469
 FF1097!SPC TN       -   0.99999263  x   0.99999861  =   0.99999124
 FF1097!UTM  15      -   0.99999263  x   1.00042178  =   1.00041441
 FF1097
 FF1097                          SUPERSEDED SURVEY CONTROL
 FF1097
 FF1097  NAD 83(1997)-  35 15 28.48028(N)    090 09 42.31016(W) AD(       ) 2
 FF1097  NAD 83(1997)-  35 15 28.48665(N)    090 09 42.31125(W) AD(       ) 2
 FF1097  NAD 83(1986)-  35 15 28.49076(N)    090 09 42.31110(W) AD(       ) 2
 FF1097  NAD 27      -  35 15 28.17274(N)    090 09 41.97397(W) AD(       ) 2
 FF1097  NGVD 29 (??/??/??)   74.235  (m)          243.55   (f) ADJUSTED    1 1
 FF1097
 FF1097.Superseded values are not recommended for survey control.
 FF1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1097.See file dsdata.txt to determine how the superseded data were derived.
 FF1097
 FF1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5821505339(NAD 83)
 FF1097_MARKER: DB = BENCH MARK DISK
 FF1097_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1097+WITH SETTING: INTO GROUND
 FF1097_SP_SET: METAL ROD WITH BASE PLATE
 FF1097_STAMPING: E 217 1976
 FF1097_MARK LOGO: NGS   
 FF1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1097+STABILITY: SURFACE MOTION
 FF1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1097+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FF1097
 FF1097  HISTORY     - Date     Condition        Report By
 FF1097  HISTORY     - 1976     MONUMENTED       NGS
 FF1097  HISTORY     - 1979     GOOD             NGS
 FF1097  HISTORY     - 20000901 GOOD             USE
 FF1097
 FF1097                          STATION DESCRIPTION
 FF1097
 FF1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1097'11.3 MI NORTH FROM WEST MEMPHIS.
 FF1097'11.3 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1097'HIGHWAY 55 AT WEST MEMPHIS, 44 FEET SOUTHWEST OF A METAL GATE, 24
 FF1097'FEET WEST OF THE CENTER OF LEVEE, AND 1 FOOT EAST OF MILEPOST 139/
 FF1097'140.  A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF
 FF1097'4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTHWEST OF A WITNESS POST.
 FF1097
 FF1097                          STATION RECOVERY (1979)
 FF1097
 FF1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1097'THE STATION IS LOCATED ABOUT 12.3 KILOMETERS NORTH OF WEST
 FF1097'MEMPHIS, 5.5 KILOMETERS NORTHEAST OF MARION AND IS ATOP THE WEST
 FF1097'LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED
 FF1097'FROM CHIEF ENGINEER, MR. B.B. FAIR, ST. FRANCIS LEVEE DISTRICT,
 FF1097'P.O. BOX 308, WEST MEMPHIS, AR. 72301. TELEPHONE 501-735-1062.
 FF1097'
 FF1097'TO REACH THE STATION FROM THE JAMES MILLS EXIT (NO. 14) ON
 FF1097'INTERSTATE HIGHWAY 55, ABOUT 6.4 KILOMETERS ( 4 MI.) NORTH OF
 FF1097'MARION, GO EAST ON A PAVED ROAD FOR 1.0 KILOMETER (0.6 MI.) TO
 FF1097'THE JUNCTION WITH STATE HIGHWAY 77.  TURN RIGHT AND GO SOUTHERLY
 FF1097'ON STATE HIGHWAY 77 FOR 1.8 KILOMETERS (1.1 MI.) TO A SIDE ROAD
 FF1097'LEFT.  TURN LEFT AND GO EAST ON COUNTY ROAD 2 FOR 4.2 KILOMETERS
 FF1097'(2.6 MI.) TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR
 FF1097'1.8 KILOMETERS (1.15 MI.) TO A LOCKED GATE ON THE RIGHT.  TURN
 FF1097'RIGHT, PASS THROUGH THE GATE AND GO NORTHEAST FOR 0.3 KILOMETER
 FF1097'(0.2 MI.) TO THE TOP OF THE LEVEE.  TURN RIGHT AND GO SOUTHERLY
 FF1097'ATOP THE LEVEE FOR 9.05 KILOMETERS (0.55 MI.) TO THE STATION ON
 FF1097'THE RIGHT.
 FF1097'
 FF1097'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FF1097'STAMPED---E 217 1976---,
 FF1097'CRIMPED ATOP A METAL ROD ENCASED IN A 4-INCH PVC PIPE SURROUNDED
 FF1097'BY CONCRETE FLUSH WITH THE GROUND.
 FF1097'IT IS LOCATED
 FF1097'13.4 METERS SOUTHWEST FROM THE CENTER OF A METAL GATE,
 FF1097'7.3 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 FF1097'0.3 METER EAST FROM MILEPOST 139/140 AND
 FF1097'0.3 METER WEST FROM A METAL WITNESS POST.
 FF1097'
 FF1097'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 FF1097
 FF1097                          STATION RECOVERY (2000)
 FF1097
 FF1097'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1023 ***********************************************************************
 FF1023  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1023  DESIGNATION -  E 218
 FF1023  PID         -  FF1023
 FF1023  STATE/COUNTY-  AR/CRITTENDEN
 FF1023  USGS QUAD   -  EDMONDSON (1981)
 FF1023
 FF1023                         *CURRENT SURVEY CONTROL
 FF1023  ___________________________________________________________________
 FF1023* NAD 83(1997)-  35 03 42.54219(N)    090 17 35.37918(W)     ADJUSTED  
 FF1023* NAVD 88     -        71.52   (meters)     234.6    (feet)  GPS OBS   
 FF1023  ___________________________________________________________________
 FF1023  X           -     -26,742.047 (meters)                     COMP
 FF1023  Y           -  -5,226,458.057 (meters)                     COMP
 FF1023  Z           -   3,643,508.067 (meters)                     COMP
 FF1023  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FF1023  ELLIP HEIGHT-          44.34  (meters)          (01/24/03) GPS OBS
 FF1023  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FF1023  DYNAMIC HT  -          71.45  (meters)     234.4   (feet)  COMP
 FF1023  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 FF1023
 FF1023  HORZ ORDER  -  FIRST
 FF1023  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF1023  ELLP ORDER  -  SECOND    CLASS II
 FF1023
 FF1023.The horizontal coordinates were established by GPS observations
 FF1023.and adjusted by the National Geodetic Survey in January 2003..
 FF1023
 FF1023.The orthometric height was determined by GPS observations and a
 FF1023.high-resolution geoid model using precise GPS observation and
 FF1023.processing techniques. It supersedes the leveled height previously
 FF1023.determined for this station.
 FF1023.The vertical order pertains to the first NAVD 88 superseded value.
 FF1023
 FF1023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1023
 FF1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1023
 FF1023.The ellipsoidal height was determined by GPS observations
 FF1023.and is referenced to NAD 83.
 FF1023
 FF1023.The geoid height was determined by GEOID03.
 FF1023
 FF1023.The dynamic height is computed by dividing the NAVD 88
 FF1023.geopotential number by the normal gravity value computed on the
 FF1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1023.degrees latitude (g = 980.6199 gals.).
 FF1023
 FF1023.The modeled gravity was interpolated from observed gravity values.
 FF1023
 FF1023;                    North         East     Units Scale Factor Converg.
 FF1023;SPC AR N     -    82,168.781   555,685.603   MT  0.99997723   +0 59 35.5
 FF1023;SPC AR N     -   269,582.08  1,823,111.85   sFT  0.99997723   +0 59 35.5
 FF1023;UTM  15      - 3,883,249.535   746,849.118   MT  1.00035105   +1 33 20.7
 FF1023
 FF1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1023!SPC AR N     -   0.99999304  x   0.99997723  =   0.99997027
 FF1023!UTM  15      -   0.99999304  x   1.00035105  =   1.00034409
 FF1023
 FF1023|---------------------------------------------------------------------|
 FF1023| PID    Reference Object                     Distance      Geod. Az  |
 FF1023|                                                           dddmmss.s |
 FF1023| DE9697 SP 17 2000                          340.001 METERS 09036     |
 FF1023|---------------------------------------------------------------------|
 FF1023
 FF1023                          SUPERSEDED SURVEY CONTROL
 FF1023
 FF1023  NAVD 88 (06/15/91)   71.546  (m)          234.73   (f) ADJUSTED    1 2
 FF1023  NGVD 29 (??/??/??)   71.544  (m)          234.72   (f) ADJUSTED    1 2
 FF1023
 FF1023.Superseded values are not recommended for survey control.
 FF1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1023.See file dsdata.txt to determine how the superseded data were derived.
 FF1023
 FF1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4684983250(NAD 83)
 FF1023_MARKER: DB = BENCH MARK DISK
 FF1023_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1023+WITH SETTING: INTO GROUND
 FF1023_SP_SET: METAL ROD WITH BASE PLATE
 FF1023_STAMPING: E 218 1976
 FF1023_MARK LOGO: NGS   
 FF1023_PROJECTION: RECESSED 10 CENTIMETERS
 FF1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1023+STABILITY: SURFACE MOTION
 FF1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1023+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 FF1023_ROD/PIPE-DEPTH:  1.2 meters
 FF1023
 FF1023  HISTORY     - Date     Condition        Report By
 FF1023  HISTORY     - 1976     MONUMENTED       NGS
 FF1023  HISTORY     - 20000901 GOOD             USE
 FF1023  HISTORY     - 20011015 GOOD             3001
 FF1023
 FF1023                          STATION DESCRIPTION
 FF1023
 FF1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1023'14.1 MI SOUTH FROM WEST MEMPHIS.
 FF1023'14.1 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1023'HIGHWAY 55 AT WEST MEMPHIS, ALSO .2 MILE SOUTH OF MIDWAY CORNER,
 FF1023'1.6 FEET SOUTHEAST OF MILEPOST 165/166, AND 17 FEET NORTH OF THE
 FF1023'CENTER LINE OF THE LEVEE.  A DISK ON THE TOP OF A COPPER-COATED STEEL
 FF1023'ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET WEST
 FF1023'OF A WITNESS POST.
 FF1023
 FF1023                          STATION RECOVERY (2000)
 FF1023
 FF1023'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1023'RECOVERED IN GOOD CONDITION.
 FF1023
 FF1023                          STATION RECOVERY (2001)
 FF1023
 FF1023'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FF1023'THE STATION IS LOCATED 3.3 MILES SOUTHEAST OF TOWN OF EDMONDSON, 8.8
 FF1023'MILES SOUTHWEST
 FF1023'OF EAST MEMPHIS.
 FF1023' 
 FF1023'OWNERSHIP-  LOWER ST. FRANCIS RIVER LEVEE.
 FF1023' 
 FF1023'TO REACH THE STATION FROM THE INTERSECTION OF HWY 147 AND HWY 131
 FF1023'(ABOUT 1 MILE
 FF1023'NORTHEAST OF EDMONDSON) PROCEED SOUTH ON HWY 147 FOR 3.4 MILES TO
 FF1023'INTERSECTION WITH
 FF1023'LEVEE ROAD AT A 90 DEGREE CURVE IN HWY 147 TO THE RIGHT.  PROCEED
 FF1023'SOUTH ALONG LEVEE
 FF1023'ROAD FOR 0.6 MILES TO A GRAVEL ROAD LEADING OVER A LEVEE ON THE RIGHT,
 FF1023'TURN RIGHT AND
 FF1023'PROCEED TO TOP OF LEVEE TO 2 GATES, TURN RIGHT (WEST), GO 0.19 MILES
 FF1023'AND STATION IS ON THE
 FF1023'RIGHT.
 FF1023' 
 FF1023'THE STATION IS A DISK ON TOP OF A COPPER-COATED STEEL ROD SET TO A
 FF1023'DEPTH OF 4 FEET.  2 FEET
 FF1023'BELOW THE LEVEE, 1 FOOT NORTH OF A CARSONITE FIBER WITNESS POST.  17
 FF1023'FEET NORTH OF
 FF1023'CENTERLINE OF LEVEE, STATION IS SET IN A PVC PIPE RECESSED 4 INCHES
 FF1023'BELOW TOP OF PIPE AND
 FF1023'STAMPED E 218 1976.
 FF1023' 
 FF1023'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0209 ***********************************************************************
 EH0209  DESIGNATION -  E 219
 EH0209  PID         -  EH0209
 EH0209  STATE/COUNTY-  AR/CRITTENDEN
 EH0209  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0209
 EH0209                         *CURRENT SURVEY CONTROL
 EH0209  ___________________________________________________________________
 EH0209* NAD 83(1986)-  34 52 13.     (N)    090 20 29.     (W)     SCALED    
 EH0209* NAVD 88     -        64.480  (meters)     211.55   (feet)  ADJUSTED  
 EH0209  ___________________________________________________________________
 EH0209  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EH0209  DYNAMIC HT  -          64.420 (meters)     211.35  (feet)  COMP
 EH0209  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 EH0209
 EH0209  VERT ORDER  -  FIRST     CLASS II
 EH0209
 EH0209.The horizontal coordinates were scaled from a topographic map and have
 EH0209.an estimated accuracy of +/- 6 seconds.
 EH0209
 EH0209.The orthometric height was determined by differential leveling
 EH0209.and adjusted by the National Geodetic Survey in June 1991..
 EH0209
 EH0209.The geoid height was determined by GEOID03.
 EH0209
 EH0209.The dynamic height is computed by dividing the NAVD 88
 EH0209.geopotential number by the normal gravity value computed on the
 EH0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0209.degrees latitude (g = 980.6199 gals.).
 EH0209
 EH0209.The modeled gravity was interpolated from observed gravity values.
 EH0209
 EH0209;                    North         East    Units  Estimated Accuracy
 EH0209;SPC AR N     -    60,850.      551,650.      MT  (+/- 180 meters Scaled)
 EH0209
 EH0209                          SUPERSEDED SURVEY CONTROL
 EH0209
 EH0209  NGVD 29 (??/??/??)   64.500  (m)          211.61   (f) ADJUSTED    1 2
 EH0209
 EH0209.Superseded values are not recommended for survey control.
 EH0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0209.See file dsdata.txt to determine how the superseded data were derived.
 EH0209
 EH0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU430618(NAD 83)
 EH0209_MARKER: DB = BENCH MARK DISK
 EH0209_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0209_SP_SET: 29 FEET
 EH0209_MARK LOGO: NGS   
 EH0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0209+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 EH0209
 EH0209  HISTORY     - Date     Condition        Report By
 EH0209  HISTORY     - 1976     MONUMENTED       NGS
 EH0209  HISTORY     - 1976     GOOD             NGS
 EH0209  HISTORY     - 20001010 GOOD             USE
 EH0209
 EH0209                          STATION DESCRIPTION
 EH0209
 EH0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0209'23.1 MI NE FROM WHITEHALL.
 EH0209'23.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0209'AT WHITEHALL, ALSO ABOUT 1 MILE SOUTHWEST OF BRUINS, 76 FEET NORTHWEST
 EH0209'OF THE CENTER LINE OF THE LEVEE, 58 FEET NORTHWEST OF MILEPOST 182/183
 EH0209'AND SET AT THE TOE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED
 EH0209'STEEL ROD TO A DEPTH OF 29 FEET ENCASED IN A PIPE PROJECTING +0
 EH0209'INCHES.  40 FEET BELOW LEVEE 3 FEET NORTHEAST OF A WITNESS POST.
 EH0209
 EH0209                          STATION RECOVERY (2000)
 EH0209
 EH0209'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0209'RECOVERED IN GOOD CONDITION.  NOTE- DESCRIBED AS DISK ON ROD.  MARK IS
 EH0209'ROD ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0135 ***********************************************************************
 EK0135  DESIGNATION -  E 22
 EK0135  PID         -  EK0135
 EK0135  STATE/COUNTY-  AR/SEVIER
 EK0135  USGS QUAD   -  DE QUEEN (1966)
 EK0135
 EK0135                         *CURRENT SURVEY CONTROL
 EK0135  ___________________________________________________________________
 EK0135* NAD 83(1986)-  34 01 55.     (N)    094 20 18.     (W)     SCALED    
 EK0135* NAVD 88     -       113.230  (meters)     371.49   (feet)  ADJUSTED  
 EK0135  ___________________________________________________________________
 EK0135  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EK0135  DYNAMIC HT  -         113.114 (meters)     371.11  (feet)  COMP
 EK0135  MODELED GRAV-     979,611.8   (mgal)                       NAVD 88
 EK0135
 EK0135  VERT ORDER  -  FIRST     CLASS II
 EK0135
 EK0135.The horizontal coordinates were scaled from a topographic map and have
 EK0135.an estimated accuracy of +/- 6 seconds.
 EK0135
 EK0135.The orthometric height was determined by differential leveling
 EK0135.and adjusted by the National Geodetic Survey in June 1991..
 EK0135
 EK0135.The geoid height was determined by GEOID03.
 EK0135
 EK0135.The dynamic height is computed by dividing the NAVD 88
 EK0135.geopotential number by the normal gravity value computed on the
 EK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0135.degrees latitude (g = 980.6199 gals.).
 EK0135
 EK0135.The modeled gravity was interpolated from observed gravity values.
 EK0135
 EK0135;                    North         East    Units  Estimated Accuracy
 EK0135;SPC AR S     -   553,890.      184,090.      MT  (+/- 180 meters Scaled)
 EK0135
 EK0135                          SUPERSEDED SURVEY CONTROL
 EK0135
 EK0135  NGVD 29 (??/??/92)  113.205  (m)          371.41   (f) ADJ UNCH    1 2
 EK0135
 EK0135.Superseded values are not recommended for survey control.
 EK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0135.See file dsdata.txt to determine how the superseded data were derived.
 EK0135
 EK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT764665(NAD 83)
 EK0135_MARKER: DB = BENCH MARK DISK
 EK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0135_STAMPING: 371.407 E 22 1932
 EK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0135+STABILITY: SURFACE MOTION
 EK0135
 EK0135  HISTORY     - Date     Condition        Report By
 EK0135  HISTORY     - 1932     MONUMENTED       CGS
 EK0135  HISTORY     - 1962     GOOD             NGS
 EK0135  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0135
 EK0135                          STATION DESCRIPTION
 EK0135
 EK0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0135'0.4 MI SE FROM DE QUEEN.
 EK0135'ABOUT 500 FEET NORTH OF THE CROSSING OF THE DE QUEEN AND EASTERN
 EK0135'RAILROAD, 79.4 FEET NORTHEAST OF A SEMAPHORE, 35.8 FEET EAST OF
 EK0135'THE CENTERLINE OF MAIN TRACK AND 4 FEET SOUTHWEST OF POLE 2285.
 EK0135'THIS LOCATION IS ON THE SOUTH SIDE OF AN EAST-WEST ROAD AND ON
 EK0135'THE WEST SIDE OF A ROAD LEADING SOUTH.
 EK0135
 EK0135                          STATION RECOVERY (1985)
 EK0135
 EK0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0135'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0704 ***********************************************************************
 EH0704  DESIGNATION -  E 220
 EH0704  PID         -  EH0704
 EH0704  STATE/COUNTY-  AR/PHILLIPS
 EH0704  USGS QUAD   -  MOON LAKE (1964)
 EH0704
 EH0704                         *CURRENT SURVEY CONTROL
 EH0704  ___________________________________________________________________
 EH0704* NAD 83(1986)-  34 26 38.     (N)    090 36 07.     (W)     SCALED    
 EH0704* NAVD 88     -        62.416  (meters)     204.78   (feet)  ADJUSTED  
 EH0704  ___________________________________________________________________
 EH0704  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH0704  DYNAMIC HT  -          62.356 (meters)     204.58  (feet)  COMP
 EH0704  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 EH0704
 EH0704  VERT ORDER  -  FIRST     CLASS II
 EH0704
 EH0704.The horizontal coordinates were scaled from a topographic map and have
 EH0704.an estimated accuracy of +/- 6 seconds.
 EH0704
 EH0704.The orthometric height was determined by differential leveling
 EH0704.and adjusted by the National Geodetic Survey in June 1991..
 EH0704
 EH0704.The geoid height was determined by GEOID03.
 EH0704
 EH0704.The dynamic height is computed by dividing the NAVD 88
 EH0704.geopotential number by the normal gravity value computed on the
 EH0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0704.degrees latitude (g = 980.6199 gals.).
 EH0704
 EH0704.The modeled gravity was interpolated from observed gravity values.
 EH0704
 EH0704;                    North         East    Units  Estimated Accuracy
 EH0704;SPC AR S     -   598,000.      528,470.      MT  (+/- 180 meters Scaled)
 EH0704
 EH0704                          SUPERSEDED SURVEY CONTROL
 EH0704
 EH0704  NGVD 29 (??/??/??)   62.451  (m)          204.89   (f) ADJUSTED    1 2
 EH0704
 EH0704.Superseded values are not recommended for survey control.
 EH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0704.See file dsdata.txt to determine how the superseded data were derived.
 EH0704
 EH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU203139(NAD 83)
 EH0704_MARKER: DB = BENCH MARK DISK
 EH0704_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0704+WITH SETTING: INTO GROUND
 EH0704_STAMPING: E 220 1976
 EH0704_MARK LOGO: NGS   
 EH0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0704+STABILITY: SURFACE MOTION
 EH0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0704+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0704
 EH0704  HISTORY     - Date     Condition        Report By
 EH0704  HISTORY     - 1976     MONUMENTED       NGS
 EH0704  HISTORY     - 1985     GOOD             NGS
 EH0704  HISTORY     - 20030331 GOOD             USACE
 EH0704
 EH0704                          STATION DESCRIPTION
 EH0704
 EH0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0704'6.3 MI S FROM HELENA.
 EH0704'6.3 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0704'HELENA, 17 FEET WEST OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT EAST
 EH0704'OF MILEPOST 7/8.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0704'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  1 FOOT NORTH
 EH0704'OF A WITNESS POST.
 EH0704
 EH0704                          STATION RECOVERY (1985)
 EH0704
 EH0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0704'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0704
 EH0704                          STATION RECOVERY (2003)
 EH0704
 EH0704'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0704'LEVEE MILE POST HAS BEEN KNOCKED DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0736 ***********************************************************************
 EH0736  DESIGNATION -  E 221
 EH0736  PID         -  EH0736
 EH0736  STATE/COUNTY-  AR/PHILLIPS
 EH0736  USGS QUAD   -  LAMBROOK (1982)
 EH0736
 EH0736                         *CURRENT SURVEY CONTROL
 EH0736  ___________________________________________________________________
 EH0736* NAD 83(1986)-  34 15 10.     (N)    090 53 36.     (W)     SCALED    
 EH0736* NAVD 88     -        57.341  (meters)     188.13   (feet)  ADJUSTED  
 EH0736  ___________________________________________________________________
 EH0736  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH0736  DYNAMIC HT  -          57.285 (meters)     187.94  (feet)  COMP
 EH0736  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 EH0736
 EH0736  VERT ORDER  -  FIRST     CLASS II
 EH0736
 EH0736.The horizontal coordinates were scaled from a topographic map and have
 EH0736.an estimated accuracy of +/- 6 seconds.
 EH0736
 EH0736.The orthometric height was determined by differential leveling
 EH0736.and adjusted by the National Geodetic Survey in June 1991..
 EH0736
 EH0736.The geoid height was determined by GEOID03.
 EH0736
 EH0736.The dynamic height is computed by dividing the NAVD 88
 EH0736.geopotential number by the normal gravity value computed on the
 EH0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0736.degrees latitude (g = 980.6199 gals.).
 EH0736
 EH0736.The modeled gravity was interpolated from observed gravity values.
 EH0736
 EH0736;                    North         East    Units  Estimated Accuracy
 EH0736;SPC AR S     -   576,470.      501,930.      MT  (+/- 180 meters Scaled)
 EH0736
 EH0736                          SUPERSEDED SURVEY CONTROL
 EH0736
 EH0736  NGVD 29 (??/??/??)   57.402  (m)          188.33   (f) ADJUSTED    1 2
 EH0736
 EH0736.Superseded values are not recommended for survey control.
 EH0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0736.See file dsdata.txt to determine how the superseded data were derived.
 EH0736
 EH0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT939921(NAD 83)
 EH0736_MARKER: DB = BENCH MARK DISK
 EH0736_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0736+WITH SETTING: INTO GROUND
 EH0736_STAMPING: E 221 1976
 EH0736_MARK LOGO: NGS   
 EH0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0736+STABILITY: SURFACE MOTION
 EH0736
 EH0736  HISTORY     - Date     Condition        Report By
 EH0736  HISTORY     - 1976     MONUMENTED       NGS
 EH0736  HISTORY     - 1985     GOOD             NGS
 EH0736  HISTORY     - 20030331 POOR             USACE
 EH0736
 EH0736                          STATION DESCRIPTION
 EH0736
 EH0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0736'4.7 MI N FROM MELLWOOD.
 EH0736'4.7 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0736'MELLWOOD, 0.2 MILE WEST OF A FENCE CROSSING THE LEVEE, 147 FEET SOUTH
 EH0736'OF A FENCE AT THE TOE OF THE LEVEE, 17 FEET NORTH OF THE CENTER LINE
 EH0736'OF THE LEVEE, AND 1 FOOT SOUTHEAST OF MILEPOST 35/36.  A DISK ON TOP
 EH0736'OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0736'PROJECTING +0 INCHES.  2 FEET BELOW LEVEE.  1 FOOT WEST OF A WITNESS
 EH0736'POST.
 EH0736
 EH0736                          STATION RECOVERY (1985)
 EH0736
 EH0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0736'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0736
 EH0736                          STATION RECOVERY (2003)
 EH0736
 EH0736'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0736'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0979 ***********************************************************************
 EH0979  DESIGNATION -  E 222
 EH0979  PID         -  EH0979
 EH0979  STATE/COUNTY-  AR/LEE
 EH0979  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0979
 EH0979                         *CURRENT SURVEY CONTROL
 EH0979  ___________________________________________________________________
 EH0979* NAD 83(1986)-  34 43 25.     (N)    090 34 30.     (W)     SCALED    
 EH0979* NAVD 88     -        64.572  (meters)     211.85   (feet)  ADJUSTED  
 EH0979  ___________________________________________________________________
 EH0979  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0979  DYNAMIC HT  -          64.511 (meters)     211.65  (feet)  COMP
 EH0979  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 EH0979
 EH0979  VERT ORDER  -  FIRST     CLASS II
 EH0979
 EH0979.The horizontal coordinates were scaled from a topographic map and have
 EH0979.an estimated accuracy of +/- 6 seconds.
 EH0979
 EH0979.The orthometric height was determined by differential leveling
 EH0979.and adjusted by the National Geodetic Survey in June 1991..
 EH0979
 EH0979.The geoid height was determined by GEOID03.
 EH0979
 EH0979.The dynamic height is computed by dividing the NAVD 88
 EH0979.geopotential number by the normal gravity value computed on the
 EH0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0979.degrees latitude (g = 980.6199 gals.).
 EH0979
 EH0979.The modeled gravity was interpolated from observed gravity values.
 EH0979
 EH0979;                    North         East    Units  Estimated Accuracy
 EH0979;SPC AR S     -   629,060.      530,520.      MT  (+/- 180 meters Scaled)
 EH0979
 EH0979                          SUPERSEDED SURVEY CONTROL
 EH0979
 EH0979  NGVD 29 (??/??/??)   64.599  (m)          211.94   (f) ADJUSTED    1 2
 EH0979
 EH0979.Superseded values are not recommended for survey control.
 EH0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0979.See file dsdata.txt to determine how the superseded data were derived.
 EH0979
 EH0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU220450(NAD 83)
 EH0979_MARKER: DB = BENCH MARK DISK
 EH0979_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0979+WITH SETTING: INTO GROUND
 EH0979_STAMPING: E 222 1976
 EH0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0979+STABILITY: SURFACE MOTION
 EH0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0979+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0979
 EH0979  HISTORY     - Date     Condition        Report By
 EH0979  HISTORY     - 1976     MONUMENTED       NGS
 EH0979  HISTORY     - 20030318 GOOD             USACE
 EH0979
 EH0979                          STATION DESCRIPTION
 EH0979
 EH0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0979'3.85 MI S FROM WHITEHALL.
 EH0979'3.85 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0979'WHITEHALL, 59 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 EH0979'LEVEE AND A SPUR LINE LEVEE, 20 FEET NORTHWEST OF THE CENTER LINE OF
 EH0979'THE LEVEE, AND 2 FEET NORTHEAST OF MILEPOST 209/210.  A DISK ON TOP OF
 EH0979'A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0979'PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT SOUTHWEST OF A
 EH0979'WITNESS POST.
 EH0979
 EH0979                          STATION RECOVERY (2003)
 EH0979
 EH0979'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0770 ***********************************************************************
 EH0770  DESIGNATION -  E 223
 EH0770  PID         -  EH0770
 EH0770  STATE/COUNTY-  AR/DESHA
 EH0770  USGS QUAD   -  LACONIA (1982)
 EH0770
 EH0770                         *CURRENT SURVEY CONTROL
 EH0770  ___________________________________________________________________
 EH0770* NAD 83(1997)-  34 04 21.51837(N)    090 55 41.24186(W)     ADJUSTED  
 EH0770* NAVD 88     -        56.448  (meters)     185.20   (feet)  ADJUSTED  
 EH0770  ___________________________________________________________________
 EH0770  X           -     -85,668.019 (meters)                     COMP
 EH0770  Y           -  -5,288,079.251 (meters)                     COMP
 EH0770  Z           -   3,553,140.870 (meters)                     COMP
 EH0770  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EH0770  ELLIP HEIGHT-          30.11  (meters)          (09/14/99) GPS OBS
 EH0770  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH0770  DYNAMIC HT  -          56.392 (meters)     185.01  (feet)  COMP
 EH0770  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 EH0770
 EH0770  HORZ ORDER  -  SECOND
 EH0770  VERT ORDER  -  FIRST     CLASS II
 EH0770  ELLP ORDER  -  FOURTH    CLASS I
 EH0770
 EH0770.The horizontal coordinates were established by GPS observations
 EH0770.and adjusted by the National Geodetic Survey in September 1999..
 EH0770
 EH0770.The orthometric height was determined by differential leveling
 EH0770.and adjusted by the National Geodetic Survey in June 1991..
 EH0770
 EH0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0770
 EH0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0770
 EH0770.The ellipsoidal height was determined by GPS observations
 EH0770.and is referenced to NAD 83.
 EH0770
 EH0770.The geoid height was determined by GEOID03.
 EH0770
 EH0770.The dynamic height is computed by dividing the NAVD 88
 EH0770.geopotential number by the normal gravity value computed on the
 EH0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0770.degrees latitude (g = 980.6199 gals.).
 EH0770
 EH0770.The modeled gravity was interpolated from observed gravity values.
 EH0770
 EH0770;                    North         East     Units Scale Factor Converg.
 EH0770;SPC AR S     -   556,457.963   498,930.924   MT  0.99991869   +0 35 59.7
 EH0770;SPC AR S     - 1,825,645.83  1,636,909.21   sFT  0.99991869   +0 35 59.7
 EH0770;UTM  15      - 3,772,147.772   691,185.984   MT  1.00005060   +1 09 40.0
 EH0770
 EH0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0770!SPC AR S     -   0.99999527  x   0.99991869  =   0.99991396
 EH0770!UTM  15      -   0.99999527  x   1.00005060  =   1.00004587
 EH0770
 EH0770                          SUPERSEDED SURVEY CONTROL
 EH0770
 EH0770  NAD 83(1997)-  34 04 21.51868(N)    090 55 41.24185(W) AD(       ) 2
 EH0770  NAD 83(1986)-  34 04 21.52669(N)    090 55 41.23860(W) AD(       ) 2
 EH0770  NGVD 29 (??/??/??)   56.496  (m)          185.35   (f) ADJUSTED    1 2
 EH0770
 EH0770.Superseded values are not recommended for survey control.
 EH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0770.See file dsdata.txt to determine how the superseded data were derived.
 EH0770
 EH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9118672148(NAD 83)
 EH0770_MARKER: DB = BENCH MARK DISK
 EH0770_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0770+WITH SETTING: INTO GROUND
 EH0770_STAMPING: E 223 1976
 EH0770_MARK LOGO: NGS   
 EH0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0770+STABILITY: SURFACE MOTION
 EH0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0770+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH0770
 EH0770  HISTORY     - Date     Condition        Report By
 EH0770  HISTORY     - 1976     MONUMENTED       NGS
 EH0770  HISTORY     - 1985     GOOD             NGS
 EH0770  HISTORY     - 1985     GOOD             NGS
 EH0770  HISTORY     - 20030401 GOOD             USACE
 EH0770
 EH0770                          STATION DESCRIPTION
 EH0770
 EH0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0770'13.8 MI S FROM MELLWOOD.
 EH0770'13.8 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0770'MELLWOOD, 125 FEET WEST OF A SHARP CURVE IN LEVEE, 0.1 MILE SOUTH OF A
 EH0770'CATTLE GUARD AND FENCE, 180 FEET SOUTHEAST OF SOUTHEAST CORNER OF A
 EH0770'WHITE HOUSE, AND 19 FEET NORTHWEST OF CENTER OF LEVEE.  A DISK ON TOP
 EH0770'OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0770'PROJECTING +0 INCHES.  1 FOOT BELOW LEVEE 1 FOOT EAST OF A WITNESS
 EH0770'POST.
 EH0770
 EH0770                          STATION RECOVERY (1985)
 EH0770
 EH0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0770'THE STATION IS LOCATED ABOUT 10 KM (6 MI) SOUTH-SOUTHEAST OF CRUMROD,
 EH0770'9 KM (5.5 MI) EAST OF SNOW LAKE, ON THE MAIN LEVEE ALONG THE
 EH0770'MISSISSIPPI RIVER, AT THE NORTH END OF A MILE LONG CURVE,
 EH0770'IN T 7 S, R 2 E, CENTRAL SECTION 20.  OWNERSHIP--LACONIA
 EH0770'LEVEE DISTRICT NO 1 OF DESHA COUNTY, ARKANSAS, PO BOX 381,
 EH0770'MCGEHEE AR 71654, PHONE 501-222-3456.
 EH0770'
 EH0770'TO REACH FROM THE ONLY STORE IN CRUMROD, GO SOUTH ON STATE HIGHWAY
 EH0770'85 FOR 3.30 KM (2.05 MI) TO THE DESHA-PHILLIPS COUNTY LINE.
 EH0770'CONTINUE SOUTH FOR 5.20 KM (3.2 MI) TO A LEVEE.  CONTINUE ON
 EH0770'THE HIGHWAY FOR 1.51 KM (0.90 MI) TO A CROSSROAD (HIGHWAY 85
 EH0770'TURNS RIGHT).  TURN LEFT, EASTERLY ON A DIRT ROAD FOR 5.6
 EH0770'KM (3.5 MI) TO THE LEVEE ROAD.  TURN LEFT, NORTHEAST, ON THE
 EH0770'LEVEE ROAD FOR 2.50 KM (1.55 MI) TO A CROSS RAMP AT
 EH0770'CURVE LEFT.  CONTINUE ON LEVEE ROAD FOR 1.54 KM (0.95 MI)
 EH0770'TO THE STATION ON THE LEFT NEAR A GRAY FRAME HOUSE.
 EH0770'
 EH0770'STATION MARK, A NGS STANDARD BENCH MARK DISK STAMPED---E 223
 EH0770'1976---, IS CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A
 EH0770'VINYL PIPE, AND FLUSH WITH THE GROUND.  IT IS 23 METERS
 EH0770'SOUTHWEST OF THE EXTENDED CENTER OF S SPUR LEVEE
 EH0770'PROJECTING SOUTHEAST (NOT WHERE ROAD AND SPUR
 EH0770'JUNCTION), 5.3 METERS NORTHWEST OF THE ROAD CENTER,
 EH0770'0.3 METER LOWER THAN ROAD, 0.3 METER NORTHEAST OF
 EH0770'A METAL WITNESS POST, AND 0.2 METER SOUTHWEST OF A
 EH0770'FIBERGLASS WITNESS POST.
 EH0770'
 EH0770'THIS STATION IS INTERVISIBLE WITH M 305.
 EH0770
 EH0770                          STATION RECOVERY (1985)
 EH0770
 EH0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0770'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0770
 EH0770                          STATION RECOVERY (2003)
 EH0770
 EH0770'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0778 ***********************************************************************
 EH0778  DESIGNATION -  E 224
 EH0778  PID         -  EH0778
 EH0778  STATE/COUNTY-  AR/PHILLIPS
 EH0778  USGS QUAD   -  WATKINS CORNER (1982)
 EH0778
 EH0778                         *CURRENT SURVEY CONTROL
 EH0778  ___________________________________________________________________
 EH0778* NAD 83(1986)-  34 28 06.     (N)    090 58 23.     (W)     SCALED    
 EH0778* NAVD 88     -        53.595  (meters)     175.84   (feet)  ADJUSTED  
 EH0778  ___________________________________________________________________
 EH0778  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0778  DYNAMIC HT  -          53.543 (meters)     175.67  (feet)  COMP
 EH0778  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 EH0778
 EH0778  VERT ORDER  -  FIRST     CLASS II
 EH0778
 EH0778.The horizontal coordinates were scaled from a topographic map and have
 EH0778.an estimated accuracy of +/- 6 seconds.
 EH0778
 EH0778.The orthometric height was determined by differential leveling
 EH0778.and adjusted by the National Geodetic Survey in August 1993..
 EH0778
 EH0778.The geoid height was determined by GEOID03.
 EH0778
 EH0778.The dynamic height is computed by dividing the NAVD 88
 EH0778.geopotential number by the normal gravity value computed on the
 EH0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0778.degrees latitude (g = 980.6199 gals.).
 EH0778
 EH0778.The modeled gravity was interpolated from observed gravity values.
 EH0778
 EH0778;                    North         East    Units  Estimated Accuracy
 EH0778;SPC AR S     -   600,300.      494,340.      MT  (+/- 180 meters Scaled)
 EH0778
 EH0778                          SUPERSEDED SURVEY CONTROL
 EH0778
 EH0778  NAVD 88 (06/15/91)   53.585  (m)          175.80   (f) UNKNOWN     1 2
 EH0778  NGVD 29 (??/??/??)   53.626  (m)          175.94   (f) ADJUSTED    1 2
 EH0778
 EH0778.Superseded values are not recommended for survey control.
 EH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0778.See file dsdata.txt to determine how the superseded data were derived.
 EH0778
 EH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU861159(NAD 83)
 EH0778_MARKER: DB = BENCH MARK DISK
 EH0778_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0778+WITH SETTING: INTO GROUND
 EH0778_STAMPING: E 224 1976
 EH0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0778+STABILITY: SURFACE MOTION
 EH0778
 EH0778  HISTORY     - Date     Condition        Report By
 EH0778  HISTORY     - 1976     MONUMENTED       NGS
 EH0778  HISTORY     - 20020330 MARK NOT FOUND   USACE
 EH0778
 EH0778                          STATION DESCRIPTION
 EH0778
 EH0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0778'6.4 MI SW FROM MARVELL.
 EH0778'6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH0778'MISSOURIA PACIFIC RAILROAD AT MARVELL, 29 FEET EAST OF THE CENTER OF A
 EH0778'DIRT ROAD, 24 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE,
 EH0778'AND 2 FEET NORTH OF A POWERLINE POLE.  A DISK ON TOP OF A
 EH0778'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0778'PROJECTING +4 INCHES.  ABOUT LEVEL WITH HIGHWAY.
 EH0778
 EH0778                          STATION RECOVERY (2002)
 EH0778
 EH0778'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1451 ***********************************************************************
 EH1451  DESIGNATION -  E 225
 EH1451  PID         -  EH1451
 EH1451  STATE/COUNTY-  AR/DESHA
 EH1451  USGS QUAD   -  SNOW LAKE (1967)
 EH1451
 EH1451                         *CURRENT SURVEY CONTROL
 EH1451  ___________________________________________________________________
 EH1451* NAD 83(1986)-  34 00 40.     (N)    091 07 15.     (W)     SCALED    
 EH1451* NAVD 88     -        50.938  (meters)     167.12   (feet)  ADJUSTED  
 EH1451  ___________________________________________________________________
 EH1451  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH1451  DYNAMIC HT  -          50.887 (meters)     166.95  (feet)  COMP
 EH1451  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 EH1451
 EH1451  VERT ORDER  -  FIRST     CLASS II
 EH1451
 EH1451.The horizontal coordinates were scaled from a topographic map and have
 EH1451.an estimated accuracy of +/- 6 seconds.
 EH1451
 EH1451.The orthometric height was determined by differential leveling
 EH1451.and adjusted by the National Geodetic Survey in June 1991..
 EH1451.WARNING-Repeat measurements at this control monument indicate possible
 EH1451.vertical movement.
 EH1451
 EH1451.The geoid height was determined by GEOID03.
 EH1451
 EH1451.The dynamic height is computed by dividing the NAVD 88
 EH1451.geopotential number by the normal gravity value computed on the
 EH1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1451.degrees latitude (g = 980.6199 gals.).
 EH1451
 EH1451.The modeled gravity was interpolated from observed gravity values.
 EH1451
 EH1451;                    North         East    Units  Estimated Accuracy
 EH1451;SPC AR S     -   549,460.      481,200.      MT  (+/- 180 meters Scaled)
 EH1451
 EH1451                          SUPERSEDED SURVEY CONTROL
 EH1451
 EH1451  NGVD 29 (??/??/??)   50.992  (m)          167.30   (f) ADJUSTED    1 2
 EH1451
 EH1451.Superseded values are not recommended for survey control.
 EH1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1451.See file dsdata.txt to determine how the superseded data were derived.
 EH1451
 EH1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT735649(NAD 83)
 EH1451_MARKER: DB = BENCH MARK DISK
 EH1451_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1451+WITH SETTING: INTO GROUND
 EH1451_STAMPING: E 225 1976
 EH1451_MARK LOGO: NGS   
 EH1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1451+STABILITY: SURFACE MOTION
 EH1451
 EH1451  HISTORY     - Date     Condition        Report By
 EH1451  HISTORY     - 1976     MONUMENTED       NGS
 EH1451  HISTORY     - 1985     GOOD             NGS
 EH1451
 EH1451                          STATION DESCRIPTION
 EH1451
 EH1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1451'6.7 MI SW FROM SNOW LAKE.
 EH1451'6.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1451'CROSSING AT SNOW LAKE, 277 FEET SOUTHWEST OF MILEPOST 375, AND 23.4
 EH1451'FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A DISK ON TOP OF A
 EH1451'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1451'PROJECTING +4 INCHES.  2 FEET BELOW RAIL 1 FOOT NORTH OF A WITNESS
 EH1451'POST.
 EH1451
 EH1451                          STATION RECOVERY (1985)
 EH1451
 EH1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1451'RECOVERED IN GOOD CONDITION.  NOTE, ACCESSIBLE BY RIALROAD ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1312 ***********************************************************************
 EH1312  DESIGNATION -  E 226
 EH1312  PID         -  EH1312
 EH1312  STATE/COUNTY-  AR/ARKANSAS
 EH1312  USGS QUAD   -  ARKANSAS POST (1972)
 EH1312
 EH1312                         *CURRENT SURVEY CONTROL
 EH1312  ___________________________________________________________________
 EH1312* NAD 83(1986)-  34 06 17.     (N)    091 22 21.     (W)     SCALED    
 EH1312* NAVD 88     -        55.047  (meters)     180.60   (feet)  ADJUSTED  
 EH1312  ___________________________________________________________________
 EH1312  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EH1312  DYNAMIC HT  -          54.993 (meters)     180.42  (feet)  COMP
 EH1312  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 EH1312
 EH1312  VERT ORDER  -  FIRST     CLASS II
 EH1312
 EH1312.The horizontal coordinates were scaled from a topographic map and have
 EH1312.an estimated accuracy of +/- 6 seconds.
 EH1312
 EH1312.The orthometric height was determined by differential leveling
 EH1312.and adjusted by the National Geodetic Survey in August 1993..
 EH1312
 EH1312.The geoid height was determined by GEOID03.
 EH1312
 EH1312.The dynamic height is computed by dividing the NAVD 88
 EH1312.geopotential number by the normal gravity value computed on the
 EH1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1312.degrees latitude (g = 980.6199 gals.).
 EH1312
 EH1312.The modeled gravity was interpolated from observed gravity values.
 EH1312
 EH1312;                    North         East    Units  Estimated Accuracy
 EH1312;SPC AR S     -   559,680.      457,900.      MT  (+/- 180 meters Scaled)
 EH1312
 EH1312                          SUPERSEDED SURVEY CONTROL
 EH1312
 EH1312  NAVD 88 (06/15/91)   55.034  (m)          180.56   (f) UNKNOWN     1 2
 EH1312  NGVD 29 (??/??/??)   55.096  (m)          180.76   (f) ADJUSTED    1 2
 EH1312
 EH1312.Superseded values are not recommended for survey control.
 EH1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1312.See file dsdata.txt to determine how the superseded data were derived.
 EH1312
 EH1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501749(NAD 83)
 EH1312_MARKER: DB = BENCH MARK DISK
 EH1312_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1312+WITH SETTING: INTO GROUND
 EH1312_STAMPING: E 226 1976
 EH1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1312+STABILITY: SURFACE MOTION
 EH1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1312+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003
 EH1312
 EH1312  HISTORY     - Date     Condition        Report By
 EH1312  HISTORY     - 1976     MONUMENTED       NGS
 EH1312  HISTORY     - 20030417 GOOD             USACE
 EH1312
 EH1312                          STATION DESCRIPTION
 EH1312
 EH1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1312'0.8 MI S FROM GILLET.
 EH1312'0.8 MILE SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE
 EH1312'AVENUE, AT THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD LEADING
 EH1312'WEST, 62 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTH OF
 EH1312'THE CENTERLINE OF THE DIRT ROAD, AND 4 FEET SOUTH OF A POWERLINE POLE.
 EH1312'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET
 EH1312'ENCASED IN A PIPE PROJECTING +1 INCHES.  ABOUT LEVEL WITH HIGHWAY 3
 EH1312'FEET NORTH OF A WITNESS POST.
 EH1312
 EH1312                          STATION RECOVERY (2003)
 EH1312
 EH1312'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1473 ***********************************************************************
 EJ1473  DESIGNATION -  E 24
 EJ1473  PID         -  EJ1473
 EJ1473  STATE/COUNTY-  AR/MONTGOMERY
 EJ1473  USGS QUAD   -  MOUNT IDA (1986)
 EJ1473
 EJ1473                         *CURRENT SURVEY CONTROL
 EJ1473  ___________________________________________________________________
 EJ1473* NAD 83(1986)-  34 33 26.     (N)    093 37 55.     (W)     SCALED    
 EJ1473* NAVD 88     -       202.194  (meters)     663.36   (feet)  ADJUSTED  
 EJ1473  ___________________________________________________________________
 EJ1473  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EJ1473  DYNAMIC HT  -         201.990 (meters)     662.70  (feet)  COMP
 EJ1473  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 EJ1473
 EJ1473  VERT ORDER  -  SECOND    CLASS 0
 EJ1473
 EJ1473.The horizontal coordinates were scaled from a topographic map and have
 EJ1473.an estimated accuracy of +/- 6 seconds.
 EJ1473
 EJ1473.The orthometric height was determined by differential leveling
 EJ1473.and adjusted by the National Geodetic Survey in June 1991..
 EJ1473
 EJ1473.The geoid height was determined by GEOID03.
 EJ1473
 EJ1473.The dynamic height is computed by dividing the NAVD 88
 EJ1473.geopotential number by the normal gravity value computed on the
 EJ1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1473.degrees latitude (g = 980.6199 gals.).
 EJ1473
 EJ1473.The modeled gravity was interpolated from observed gravity values.
 EJ1473
 EJ1473;                    North         East    Units  Estimated Accuracy
 EJ1473;SPC AR S     -   610,880.      250,240.      MT  (+/- 180 meters Scaled)
 EJ1473
 EJ1473                          SUPERSEDED SURVEY CONTROL
 EJ1473
 EJ1473  NGVD 29 (??/??/92)  202.14   (m)          663.2    (f) COMPUTED    2 0
 EJ1473
 EJ1473.Superseded values are not recommended for survey control.
 EJ1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1473.See file dsdata.txt to determine how the superseded data were derived.
 EJ1473
 EJ1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU420241(NAD 83)
 EJ1473_MARKER: DB = BENCH MARK DISK
 EJ1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1473_STAMPING: 663.188 E 24 1932
 EJ1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1473+STABILITY: SURFACE MOTION
 EJ1473
 EJ1473  HISTORY     - Date     Condition        Report By
 EJ1473  HISTORY     - 1932     MONUMENTED       CGS
 EJ1473  HISTORY     - 1961     GOOD             NGS
 EJ1473  HISTORY     - 20020425 GOOD             ARHD
 EJ1473
 EJ1473                          STATION DESCRIPTION
 EJ1473
 EJ1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1473'IN MOUNT IDA.
 EJ1473'AT MOUNT IDA, MONTGOMERY COUNTY, AT THE EAST PART OF THE COUNTY
 EJ1473'COURTHOUSE YARD, 62 FEET EAST OF THE EAST WALL OF THE COURTHOUSE, AND
 EJ1473'6 FEET NORTH OF A MAGNETIC STATION.
 EJ1473
 EJ1473                          STATION RECOVERY (2002)
 EJ1473
 EJ1473'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2002
 EJ1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0923 ***********************************************************************
 DK0923  DESIGNATION -  E 240
 DK0923  PID         -  DK0923
 DK0923  STATE/COUNTY-  AR/DESHA
 DK0923  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK0923
 DK0923                         *CURRENT SURVEY CONTROL
 DK0923  ___________________________________________________________________
 DK0923* NAD 83(1986)-  33 41 13.     (N)    091 26 04.     (W)     SCALED    
 DK0923* NAVD 88     -        46.008  (meters)     150.94   (feet)  ADJUSTED  
 DK0923  ___________________________________________________________________
 DK0923  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DK0923  DYNAMIC HT  -          45.961 (meters)     150.79  (feet)  COMP
 DK0923  MODELED GRAV-     979,614.2   (mgal)                       NAVD 88
 DK0923
 DK0923  VERT ORDER  -  FIRST     CLASS II
 DK0923
 DK0923.The horizontal coordinates were scaled from a topographic map and have
 DK0923.an estimated accuracy of +/- 6 seconds.
 DK0923
 DK0923.The orthometric height was determined by differential leveling
 DK0923.and adjusted by the National Geodetic Survey in June 1991..
 DK0923
 DK0923.The geoid height was determined by GEOID03.
 DK0923
 DK0923.The dynamic height is computed by dividing the NAVD 88
 DK0923.geopotential number by the normal gravity value computed on the
 DK0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0923.degrees latitude (g = 980.6199 gals.).
 DK0923
 DK0923.The modeled gravity was interpolated from observed gravity values.
 DK0923
 DK0923;                    North         East    Units  Estimated Accuracy
 DK0923;SPC AR S     -   513,310.      452,440.      MT  (+/- 180 meters Scaled)
 DK0923
 DK0923                          SUPERSEDED SURVEY CONTROL
 DK0923
 DK0923  NGVD 29 (??/??/??)   46.133  (m)          151.35   (f) ADJUSTED    1 2
 DK0923
 DK0923.Superseded values are not recommended for survey control.
 DK0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0923.See file dsdata.txt to determine how the superseded data were derived.
 DK0923
 DK0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT451285(NAD 83)
 DK0923_MARKER: DB = BENCH MARK DISK
 DK0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0923_STAMPING: E 240 1938
 DK0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0923+STABILITY: SURFACE MOTION
 DK0923
 DK0923  HISTORY     - Date     Condition        Report By
 DK0923  HISTORY     - 1938     MONUMENTED       CGS
 DK0923  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0923  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0923  HISTORY     - 20031022 MARK NOT FOUND   ARHD
 DK0923
 DK0923                          STATION DESCRIPTION
 DK0923
 DK0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DK0923'1.9 MI SE FROM TILLAR.
 DK0923'4.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0923'STATION AT MCGEHEE, DESHA COUNTY, 1.9 MILES SOUTHEAST OF TILLAR, DREW
 DK0923'COUNTY, 11 YARDS SOUTH OF THE CROSSING OF A FARM ROAD LEADING TO THE
 DK0923'COVINGTON RESIDENCE, 6 YARDS SOUTH-SOUTHWEST OF A RAILROAD-CROSSING
 DK0923'SIGN, 9 YARDS SOUTHWEST OF THE SOUTHWEST RAIL, 9 YARDS NORTHEAST OF
 DK0923'THE CENTERLINE OF U.S. HIGHWAY 65, AND 3 YARDS NORTH-NORTHEAST OF THE
 DK0923'CORNER OF A FENCE LEADING TO A CATTLE GUARD.  A STANDARD DISK, STAMPED
 DK0923'E 240 1938 AND SET IN THE TOP OF A CONCRETE POST.
 DK0923
 DK0923                          STATION RECOVERY (1977)
 DK0923
 DK0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0923'MARK NOT FOUND.
 DK0923
 DK0923                          STATION RECOVERY (1977)
 DK0923
 DK0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0923'MARK NOT FOUND.
 DK0923
 DK0923                          STATION RECOVERY (2003)
 DK0923
 DK0923'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DK0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0780 ***********************************************************************
 FF0780  DESIGNATION -  E 242
 FF0780  PID         -  FF0780
 FF0780  STATE/COUNTY-  AR/POINSETT
 FF0780  USGS QUAD   -  GREENFIELD (1983)
 FF0780
 FF0780                         *CURRENT SURVEY CONTROL
 FF0780  ___________________________________________________________________
 FF0780* NAD 83(1986)-  35 42 17.     (N)    090 41 39.     (W)     SCALED    
 FF0780* NAVD 88     -        75.765  (meters)     248.57   (feet)  ADJUSTED  
 FF0780  ___________________________________________________________________
 FF0780  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0780  DYNAMIC HT  -          75.700 (meters)     248.36  (feet)  COMP
 FF0780  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 FF0780
 FF0780  VERT ORDER  -  FIRST     CLASS II
 FF0780
 FF0780.The horizontal coordinates were scaled from a topographic map and have
 FF0780.an estimated accuracy of +/- 6 seconds.
 FF0780
 FF0780.The orthometric height was determined by differential leveling
 FF0780.and adjusted by the National Geodetic Survey in June 1991..
 FF0780
 FF0780.The geoid height was determined by GEOID03.
 FF0780
 FF0780.The dynamic height is computed by dividing the NAVD 88
 FF0780.geopotential number by the normal gravity value computed on the
 FF0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0780.degrees latitude (g = 980.6199 gals.).
 FF0780
 FF0780.The modeled gravity was interpolated from observed gravity values.
 FF0780
 FF0780;                    North         East    Units  Estimated Accuracy
 FF0780;SPC AR N     -   152,930.      518,170.      MT  (+/- 180 meters Scaled)
 FF0780
 FF0780                          SUPERSEDED SURVEY CONTROL
 FF0780
 FF0780  NGVD 29 (??/??/??)   75.695  (m)          248.34   (f) ADJUSTED    1 2
 FF0780
 FF0780.Superseded values are not recommended for survey control.
 FF0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0780.See file dsdata.txt to determine how the superseded data were derived.
 FF0780
 FF0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV086536(NAD 83)
 FF0780_MARKER: DB = BENCH MARK DISK
 FF0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0780_STAMPING: E 242 1938
 FF0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0780+STABILITY: SURFACE MOTION
 FF0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0780+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0780
 FF0780  HISTORY     - Date     Condition        Report By
 FF0780  HISTORY     - 1938     MONUMENTED       CGS
 FF0780  HISTORY     - 1956     GOOD             CGS
 FF0780  HISTORY     - 20020821 GOOD             USACE
 FF0780
 FF0780                          STATION DESCRIPTION
 FF0780
 FF0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0780'8.6 MI S FROM NETTLETON.
 FF0780'8.65 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0780'STATION AT NETTLETON, NEAR THE CRAIGHEAD-POINSETT COUNTY LINE,
 FF0780'322 FEET SOUTH OF SWITCH STAND AT SOUTH END OF CAREY SIDING,
 FF0780'51 FEET EAST OF EAST RAIL, 25 FEET SOUTHEAST OF TELEPHONE POLE
 FF0780'NO. 246/22, 42 FEET EAST-SOUTHEAST OF THE EAST END OF THE SOUTH
 FF0780'ONE OF A TRIPLE 36-INCH PIPE CULVERT, 2 FEET EAST OF A FENCE
 FF0780'LINE, 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0780'CONCRETE POST PROJECTING 4 INCHES.
 FF0780
 FF0780                          STATION RECOVERY (2002)
 FF0780
 FF0780'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0780'TO REACH STATION, MUST CROSS 2 DRAIN DITCHES FROM HWY ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0879 ***********************************************************************
 EJ0879  DESIGNATION -  E 244
 EJ0879  PID         -  EJ0879
 EJ0879  STATE/COUNTY-  AR/SALINE
 EJ0879  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0879
 EJ0879                         *CURRENT SURVEY CONTROL
 EJ0879  ___________________________________________________________________
 EJ0879* NAD 83(1986)-  34 41 48.     (N)    092 41 53.     (W)     SCALED    
 EJ0879* NAVD 88     -       160.689  (meters)     527.19   (feet)  ADJUSTED  
 EJ0879  ___________________________________________________________________
 EJ0879  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ0879  DYNAMIC HT  -         160.534 (meters)     526.69  (feet)  COMP
 EJ0879  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 EJ0879
 EJ0879  VERT ORDER  -  SECOND    CLASS 0
 EJ0879
 EJ0879.The horizontal coordinates were scaled from a topographic map and have
 EJ0879.an estimated accuracy of +/- 6 seconds.
 EJ0879
 EJ0879.The orthometric height was determined by differential leveling
 EJ0879.and adjusted by the National Geodetic Survey in June 1991..
 EJ0879
 EJ0879.The geoid height was determined by GEOID03.
 EJ0879
 EJ0879.The dynamic height is computed by dividing the NAVD 88
 EJ0879.geopotential number by the normal gravity value computed on the
 EJ0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0879.degrees latitude (g = 980.6199 gals.).
 EJ0879
 EJ0879.The modeled gravity was interpolated from observed gravity values.
 EJ0879
 EJ0879;                    North         East    Units  Estimated Accuracy
 EJ0879;SPC AR S     -   625,380.      336,040.      MT  (+/- 180 meters Scaled)
 EJ0879
 EJ0879                          SUPERSEDED SURVEY CONTROL
 EJ0879
 EJ0879  NGVD 29 (??/??/92)  160.713  (m)          527.27   (f) ADJ UNCH    2 0
 EJ0879
 EJ0879.Superseded values are not recommended for survey control.
 EJ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0879.See file dsdata.txt to determine how the superseded data were derived.
 EJ0879
 EJ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU276394(NAD 83)
 EJ0879_MARKER: DB = BENCH MARK DISK
 EJ0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0879_STAMPING: E 244 1939
 EJ0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0879+STABILITY: SURFACE MOTION
 EJ0879
 EJ0879  HISTORY     - Date     Condition        Report By
 EJ0879  HISTORY     - 1939     MONUMENTED       CGS
 EJ0879
 EJ0879                          STATION DESCRIPTION
 EJ0879
 EJ0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0879'1.0 MI NW FROM BLAND.
 EJ0879'1.0 MILE NORTHWEST ALONG THE GRADED ROAD LEADING TO THE JUNCTION OF
 EJ0879'STATE HIGHWAY 9 FROM THE INTERSECTION OF THE FERNDALE ROAD AT BLAND,
 EJ0879'SALINE COUNTY, 0.1 MILE WEST OF THE MRS. SUE SANDER FARMHOUSE, 42 FEET
 EJ0879'SOUTH OF THE CENTERLINE OF THE ROAD LEADING TO THE JUNCTION OF STATE
 EJ0879'HIGHWAY 9, 40 FEET SOUTHWEST OF THE WEST END OF THE WOODEN GATE AT THE
 EJ0879'NORTHWEST CORNER OF A WIRE FENCE, AND 11.5 FEET NORTHWEST OF THE
 EJ0879'CENTERLINE OF A WOODS ROAD.  A STANDARD DISK, STAMPED E 244 1939 AND
 EJ0879'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1147 ***********************************************************************
 FF1147  DESIGNATION -  E 246
 FF1147  PID         -  FF1147
 FF1147  STATE/COUNTY-  AR/JACKSON
 FF1147  USGS QUAD   -  AMAGON (1965)
 FF1147
 FF1147                         *CURRENT SURVEY CONTROL
 FF1147  ___________________________________________________________________
 FF1147* NAD 83(1986)-  35 33 39.     (N)    091 05 31.     (W)     SCALED    
 FF1147* NAVD 88     -        68.951  (meters)     226.22   (feet)  ADJUSTED  
 FF1147  ___________________________________________________________________
 FF1147  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF1147  DYNAMIC HT  -          68.891 (meters)     226.02  (feet)  COMP
 FF1147  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 FF1147
 FF1147  VERT ORDER  -  SECOND    CLASS 0
 FF1147
 FF1147.The horizontal coordinates were scaled from a topographic map and have
 FF1147.an estimated accuracy of +/- 6 seconds.
 FF1147
 FF1147.The orthometric height was determined by differential leveling
 FF1147.and adjusted by the National Geodetic Survey in June 1991..
 FF1147
 FF1147.The geoid height was determined by GEOID03.
 FF1147
 FF1147.The dynamic height is computed by dividing the NAVD 88
 FF1147.geopotential number by the normal gravity value computed on the
 FF1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1147.degrees latitude (g = 980.6199 gals.).
 FF1147
 FF1147.The modeled gravity was interpolated from observed gravity values.
 FF1147
 FF1147;                    North         East    Units  Estimated Accuracy
 FF1147;SPC AR N     -   136,560.      482,320.      MT  (+/- 180 meters Scaled)
 FF1147
 FF1147                          SUPERSEDED SURVEY CONTROL
 FF1147
 FF1147  NGVD 29 (??/??/??)   68.884  (m)          226.00   (f) ADJUSTED    2 0
 FF1147
 FF1147.Superseded values are not recommended for survey control.
 FF1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1147.See file dsdata.txt to determine how the superseded data were derived.
 FF1147
 FF1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV729369(NAD 83)
 FF1147_MARKER: DB = BENCH MARK DISK
 FF1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1147_STAMPING: E 246 1938
 FF1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1147+STABILITY: SURFACE MOTION
 FF1147
 FF1147  HISTORY     - Date     Condition        Report By
 FF1147  HISTORY     - 1938     MONUMENTED       CGS
 FF1147  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF1147
 FF1147                          STATION DESCRIPTION
 FF1147
 FF1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1147'1 MI E FROM AMAGON.
 FF1147'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 14 FROM THE POST
 FF1147'OFFICE AT AMAGON, JACKSON COUNTY, 133 FEET EAST OF THE EAST
 FF1147'END OF A WOODEN BRIDGE, 211 FEET WEST OF THE CENTER LINE OF A
 FF1147'T-ROAD LEADING SOUTH, 54 FEET SOUTH OF THE CENTER LINE OF THE
 FF1147'HIGHWAY, AND 18 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE.
 FF1147'A STANDARD DISK, STAMPED E 246 1938 AND SET IN THE TOP OF A
 FF1147'CONCRETE POST.
 FF1147
 FF1147                          STATION RECOVERY (2002)
 FF1147
 FF1147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0037 ***********************************************************************
 DL0037  DESIGNATION -  E 247
 DL0037  PID         -  DL0037
 DL0037  STATE/COUNTY-  AR/CALHOUN
 DL0037  USGS QUAD   -  BANKS (1985)
 DL0037
 DL0037                         *CURRENT SURVEY CONTROL
 DL0037  ___________________________________________________________________
 DL0037* NAD 83(1986)-  33 34 21.     (N)    092 21 10.     (W)     SCALED    
 DL0037* NAVD 88     -        55.455  (meters)     181.94   (feet)  ADJUSTED  
 DL0037  ___________________________________________________________________
 DL0037  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DL0037  DYNAMIC HT  -          55.397 (meters)     181.75  (feet)  COMP
 DL0037  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 DL0037
 DL0037  VERT ORDER  -  SECOND    CLASS 0
 DL0037
 DL0037.The horizontal coordinates were scaled from a topographic map and have
 DL0037.an estimated accuracy of +/- 6 seconds.
 DL0037
 DL0037.The orthometric height was determined by differential leveling
 DL0037.and adjusted by the National Geodetic Survey in June 1991..
 DL0037
 DL0037.The geoid height was determined by GEOID03.
 DL0037
 DL0037.The dynamic height is computed by dividing the NAVD 88
 DL0037.geopotential number by the normal gravity value computed on the
 DL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0037.degrees latitude (g = 980.6199 gals.).
 DL0037
 DL0037.The modeled gravity was interpolated from observed gravity values.
 DL0037
 DL0037;                    North         East    Units  Estimated Accuracy
 DL0037;SPC AR S     -   500,530.      367,250.      MT  (+/- 180 meters Scaled)
 DL0037
 DL0037                          SUPERSEDED SURVEY CONTROL
 DL0037
 DL0037  NGVD 29 (??/??/92)   55.513  (m)          182.13   (f) ADJ UNCH    2 0
 DL0037
 DL0037.Superseded values are not recommended for survey control.
 DL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0037.See file dsdata.txt to determine how the superseded data were derived.
 DL0037
 DL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT600149(NAD 83)
 DL0037_MARKER: DB = BENCH MARK DISK
 DL0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0037_STAMPING: E-247 1938
 DL0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0037+STABILITY: SURFACE MOTION
 DL0037
 DL0037  HISTORY     - Date     Condition        Report By
 DL0037  HISTORY     - 1938     MONUMENTED       CGS
 DL0037  HISTORY     - 1964     GOOD             NGS
 DL0037
 DL0037                          STATION DESCRIPTION
 DL0037
 DL0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DL0037'2.30 MI S FROM TINSMAN.
 DL0037'2.30 MILES SOUTH OF C.R.I. AND P. RAILROAD STATION.  ALONG CHICAGO
 DL0037'ROCK ISLAND AND PACIFIC RAILROAD. 73 FEET WEST OF WEST RAIL. 59 FEET
 DL0037'SOUTHWEST OF TELEPHONE POLE NO. 68/11.  AT ISABEL.  51 FEET SOUTH OF
 DL0037'CENTER LINE OF LOG ROAD CROSSING TRACK.  19 FEET NORTHEAST OF LONE 30
 DL0037'IN. OAK TREE.
 DL0037
 DL0037                          STATION RECOVERY (1964)
 DL0037
 DL0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0691 ***********************************************************************
 FG0691  DESIGNATION -  E 248
 FG0691  PID         -  FG0691
 FG0691  STATE/COUNTY-  AR/VAN BUREN
 FG0691  USGS QUAD   -  ALREAD (1965)
 FG0691
 FG0691                         *CURRENT SURVEY CONTROL
 FG0691  ___________________________________________________________________
 FG0691* NAD 83(1986)-  35 37 57.     (N)    092 40 08.     (W)     SCALED    
 FG0691* NAVD 88     -       455.132  (meters)    1493.21   (feet)  ADJUSTED  
 FG0691  ___________________________________________________________________
 FG0691  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0691  DYNAMIC HT  -         454.693 (meters)    1491.77  (feet)  COMP
 FG0691  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 FG0691
 FG0691  VERT ORDER  -  SECOND    CLASS 0
 FG0691
 FG0691.The horizontal coordinates were scaled from a topographic map and have
 FG0691.an estimated accuracy of +/- 6 seconds.
 FG0691
 FG0691.The orthometric height was determined by differential leveling
 FG0691.and adjusted by the National Geodetic Survey in June 1991..
 FG0691
 FG0691.The geoid height was determined by GEOID03.
 FG0691
 FG0691.The dynamic height is computed by dividing the NAVD 88
 FG0691.geopotential number by the normal gravity value computed on the
 FG0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0691.degrees latitude (g = 980.6199 gals.).
 FG0691
 FG0691.The modeled gravity was interpolated from observed gravity values.
 FG0691
 FG0691;                    North         East    Units  Estimated Accuracy
 FG0691;SPC AR N     -   144,340.      339,420.      MT  (+/- 180 meters Scaled)
 FG0691
 FG0691                          SUPERSEDED SURVEY CONTROL
 FG0691
 FG0691  NGVD 29 (??/??/92)  455.056  (m)         1492.96   (f) ADJ UNCH    2 0
 FG0691
 FG0691.Superseded values are not recommended for survey control.
 FG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0691.See file dsdata.txt to determine how the superseded data were derived.
 FG0691
 FG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV299432(NAD 83)
 FG0691_MARKER: DB = BENCH MARK DISK
 FG0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0691_STAMPING: E 248 1939
 FG0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0691+STABILITY: SURFACE MOTION
 FG0691
 FG0691  HISTORY     - Date     Condition        Report By
 FG0691  HISTORY     - 1939     MONUMENTED       CGS
 FG0691
 FG0691                          STATION DESCRIPTION
 FG0691
 FG0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0691'10.7 MI N FROM SCOTLAND.
 FG0691'10.7 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0691'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 300 FEET WEST OF AN OLD MILL
 FG0691'SITE, 300 FEET SOUTH OF THE MRS. WILSON HOUSE, 34 FEET WEST OF THE
 FG0691'CENTERLINE OF THE ROAD, 28 FEET NORTHWEST OF A SMALL CREEK, AND 20
 FG0691'FEET SOUTH OF A 15-INCH BLAZED WHITE OAK TREE.  A STANDARD DISK,
 FG0691'STAMPED E 248 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1167 ***********************************************************************
 FG1167  DESIGNATION -  E 25
 FG1167  PID         -  FG1167
 FG1167  STATE/COUNTY-  AR/YELL
 FG1167  USGS QUAD   -  OLA (1972)
 FG1167
 FG1167                         *CURRENT SURVEY CONTROL
 FG1167  ___________________________________________________________________
 FG1167* NAD 83(1986)-  35 04 44.     (N)    093 11 40.     (W)     SCALED    
 FG1167* NAVD 88     -        95.743  (meters)     314.12   (feet)  ADJUSTED  
 FG1167  ___________________________________________________________________
 FG1167  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 FG1167  DYNAMIC HT  -          95.651 (meters)     313.81  (feet)  COMP
 FG1167  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FG1167
 FG1167  VERT ORDER  -  SECOND    CLASS 0
 FG1167
 FG1167.The horizontal coordinates were scaled from a topographic map and have
 FG1167.an estimated accuracy of +/- 6 seconds.
 FG1167
 FG1167.The orthometric height was determined by differential leveling
 FG1167.and adjusted by the National Geodetic Survey in June 1991..
 FG1167
 FG1167.The geoid height was determined by GEOID03.
 FG1167
 FG1167.The dynamic height is computed by dividing the NAVD 88
 FG1167.geopotential number by the normal gravity value computed on the
 FG1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1167.degrees latitude (g = 980.6199 gals.).
 FG1167
 FG1167.The modeled gravity was interpolated from observed gravity values.
 FG1167
 FG1167;                    North         East    Units  Estimated Accuracy
 FG1167;SPC AR N     -    83,370.      291,070.      MT  (+/- 180 meters Scaled)
 FG1167
 FG1167                          SUPERSEDED SURVEY CONTROL
 FG1167
 FG1167  NGVD 29 (??/??/92)   95.720  (m)          314.04   (f) ADJ UNCH    2 0
 FG1167
 FG1167.Superseded values are not recommended for survey control.
 FG1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1167.See file dsdata.txt to determine how the superseded data were derived.
 FG1167
 FG1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU822818(NAD 83)
 FG1167_MARKER: DB = BENCH MARK DISK
 FG1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1167_SP_SET: CULVERT
 FG1167_STAMPING: 314.041 E 25 1932
 FG1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1167
 FG1167  HISTORY     - Date     Condition        Report By
 FG1167  HISTORY     - 1932     MONUMENTED       CGS
 FG1167
 FG1167                          STATION DESCRIPTION
 FG1167
 FG1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG1167'2.9 MI S FROM CENTERVILLE.
 FG1167'0.5 MILE NORTH OF THE PETUIT JEAN RIVER.  IN NORTH HEADWALL OF 9 X 5
 FG1167'CONCRETE CULVERT.  MARK IS STAMPED 314.041 E 25 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0524 ***********************************************************************
 EJ0524  DESIGNATION -  E 250
 EJ0524  PID         -  EJ0524
 EJ0524  STATE/COUNTY-  AR/JEFFERSON
 EJ0524  USGS QUAD   -  REDFIELD (1984)
 EJ0524
 EJ0524                         *CURRENT SURVEY CONTROL
 EJ0524  ___________________________________________________________________
 EJ0524* NAD 83(1986)-  34 23 23.     (N)    092 09 47.     (W)     SCALED    
 EJ0524* NAVD 88     -       109.396  (meters)     358.91   (feet)  ADJUSTED  
 EJ0524  ___________________________________________________________________
 EJ0524  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EJ0524  DYNAMIC HT  -         109.292 (meters)     358.57  (feet)  COMP
 EJ0524  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 EJ0524
 EJ0524  VERT ORDER  -  FIRST     CLASS II
 EJ0524
 EJ0524.The horizontal coordinates were scaled from a topographic map and have
 EJ0524.an estimated accuracy of +/- 6 seconds.
 EJ0524
 EJ0524.The orthometric height was determined by differential leveling
 EJ0524.and adjusted by the National Geodetic Survey in June 1991..
 EJ0524
 EJ0524.The geoid height was determined by GEOID03.
 EJ0524
 EJ0524.The dynamic height is computed by dividing the NAVD 88
 EJ0524.geopotential number by the normal gravity value computed on the
 EJ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0524.degrees latitude (g = 980.6199 gals.).
 EJ0524
 EJ0524.The modeled gravity was interpolated from observed gravity values.
 EJ0524
 EJ0524;                    North         East    Units  Estimated Accuracy
 EJ0524;SPC AR S     -   591,120.      385,010.      MT  (+/- 180 meters Scaled)
 EJ0524
 EJ0524                          SUPERSEDED SURVEY CONTROL
 EJ0524
 EJ0524  NGVD 29 (??/??/92)  109.488  (m)          359.21   (f) ADJ UNCH    1 2
 EJ0524
 EJ0524.Superseded values are not recommended for survey control.
 EJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0524.See file dsdata.txt to determine how the superseded data were derived.
 EJ0524
 EJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU769056(NAD 83)
 EJ0524_MARKER: DB = BENCH MARK DISK
 EJ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0524_STAMPING: E 250 1940
 EJ0524_MARK LOGO: CGS   
 EJ0524_PROJECTION: PROJECTING 12 CENTIMETERS
 EJ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0524+STABILITY: SURFACE MOTION
 EJ0524
 EJ0524  HISTORY     - Date     Condition        Report By
 EJ0524  HISTORY     - 1940     MONUMENTED       CGS
 EJ0524  HISTORY     - 1984     GOOD             NGS
 EJ0524  HISTORY     - 1988     GOOD             USPSQD
 EJ0524  HISTORY     - 1989     GOOD             USPSQD
 EJ0524  HISTORY     - 1990     GOOD             USPSQD
 EJ0524
 EJ0524                          STATION DESCRIPTION
 EJ0524
 EJ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0524'0.7 MI NE FROM JEFFERSON SPRINGS.
 EJ0524'0.7 MILE NORTHEAST ALONG GRADED ROAD TOWARDS RIVER FROM MISSOURI
 EJ0524'PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS.  TO REACH FROM MISSOURI
 EJ0524'PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS, PROCEED NORTH NORTHWEST
 EJ0524'ALONG TRACK, GO 0.4 MILE.  TURN RIGHT (EAST NORTHEAST) AND FOLLOW
 EJ0524'GRADED DIRT ROAD NORTHEAST, GO 0.3 MILE.  BENCH MARK IS AT FENCE
 EJ0524'CORNER IN CORNER OF FIELD AT TOP OF RISE.  34 FEET TOWARDS FENCE
 EJ0524'(NORTHWEST) FROM CENTER LINE OF ROAD.  15 FEET TOWARDS MISSOURI
 EJ0524'PACIFIC RAILROAD STATION FROM WOODEN GATE.  5 FEET TOWARDS GATE FROM
 EJ0524'CORNER POST.  1 FOOT TOWARDS ROAD (SOUTHEAST) FROM WIRE FENCE.
 EJ0524'MONUMENT PROJECTS ABOUT 5 INCHES.  A 4 X 4 INCH CYPRESS POST PAINTED
 EJ0524'WHITE PROJECTING 18 INCHES IS 4 FEET AT 210 DEG MAGNETIC FROM THE
 EJ0524'BENCH MARK.
 EJ0524
 EJ0524                          STATION RECOVERY (1984)
 EJ0524
 EJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0524'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM
 EJ0524'(0.35 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ0524'JEFFERSON, THENCE 0.5 KM (0.3 MI) EAST AND NORTH ALONG JEFFERSON RIVER
 EJ0524'ROAD AT THE TOP OF A HILL, 9.14 METERS (30.0 FT) NORTHWEST OF THE
 EJ0524'CENTER OF JEFFERSON RIVER ROAD, 26.51 METERS (87.0 FT) EAST OF THE
 EJ0524'SOUTHEAST CORNER OF A WHITE WOOD FRAME HOUSE, 7.01 METERS (23.0 FT)
 EJ0524'SOUTH-SOUTHWEST OF THE CENTER OF THE DRIVEWAY TO THE WHITE HOUSE, AND
 EJ0524'2.74 METERS (9.0 FT) NORTH-NORTHWEST OF A 0.27 METERS (0.9 FT)
 EJ0524'DIAMETER OAK TREE.
 EJ0524'THE MARK IS 0.46 M ABOVE JEFFERSON RIVER ROAD.
 EJ0524
 EJ0524                          STATION RECOVERY (1988)
 EJ0524
 EJ0524'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0524'RECOVERED IN GOOD CONDITION.
 EJ0524
 EJ0524                          STATION RECOVERY (1989)
 EJ0524
 EJ0524'RECOVERY NOTE BY US POWER SQUADRON 1989 (DAN)
 EJ0524'RECOVERED IN GOOD CONDITION.
 EJ0524
 EJ0524                          STATION RECOVERY (1990)
 EJ0524
 EJ0524'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1717 ***********************************************************************
 EH1717  DESIGNATION -  E 251
 EH1717  PID         -  EH1717
 EH1717  STATE/COUNTY-  AR/JEFFERSON
 EH1717  USGS QUAD   -  REYDELL (1975)
 EH1717
 EH1717                         *CURRENT SURVEY CONTROL
 EH1717  ___________________________________________________________________
 EH1717* NAD 83(1986)-  34 09 28.     (N)    091 35 54.     (W)     SCALED    
 EH1717* NAVD 88     -        55.563  (meters)     182.29   (feet)  ADJUSTED  
 EH1717  ___________________________________________________________________
 EH1717  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1717  DYNAMIC HT  -          55.509 (meters)     182.12  (feet)  COMP
 EH1717  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 EH1717
 EH1717  VERT ORDER  -  SECOND    CLASS 0
 EH1717
 EH1717.The horizontal coordinates were scaled from a topographic map and have
 EH1717.an estimated accuracy of +/- 6 seconds.
 EH1717
 EH1717.The orthometric height was determined by differential leveling
 EH1717.and adjusted by the National Geodetic Survey in August 1993..
 EH1717
 EH1717.The geoid height was determined by GEOID03.
 EH1717
 EH1717.The dynamic height is computed by dividing the NAVD 88
 EH1717.geopotential number by the normal gravity value computed on the
 EH1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1717.degrees latitude (g = 980.6199 gals.).
 EH1717
 EH1717.The modeled gravity was interpolated from observed gravity values.
 EH1717
 EH1717;                    North         East    Units  Estimated Accuracy
 EH1717;SPC AR S     -   565,460.      437,040.      MT  (+/- 180 meters Scaled)
 EH1717
 EH1717                          SUPERSEDED SURVEY CONTROL
 EH1717
 EH1717  NAVD 88 (06/15/91)   55.601  (m)          182.42   (f) UNKNOWN     2 0
 EH1717  NGVD 29 (??/??/??)   55.641  (m)          182.55   (f) ADJUSTED    2 0
 EH1717
 EH1717.Superseded values are not recommended for survey control.
 EH1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1717.See file dsdata.txt to determine how the superseded data were derived.
 EH1717
 EH1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT292805(NAD 83)
 EH1717_MARKER: DB = BENCH MARK DISK
 EH1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1717_STAMPING: E 251 1940
 EH1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1717+STABILITY: SURFACE MOTION
 EH1717
 EH1717  HISTORY     - Date     Condition        Report By
 EH1717  HISTORY     - 1940     MONUMENTED       CGS
 EH1717  HISTORY     - 1964     GOOD             USGS
 EH1717  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1717
 EH1717                          STATION DESCRIPTION
 EH1717
 EH1717'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1717'1.2 MI S FROM REYDEL.
 EH1717'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM REYDEL, JEFFERSON COUNTY,
 EH1717'0.3 MILE WEST ALONG A DIRT ROAD LEADING TO THE LITTLE BAYOU METO
 EH1717'FLOODGATE, ACROSS A BRIDGE OVER THE BAYOU, 1.9 MILES ALONG A ROAD AT
 EH1717'THE FOOT OF THE LEVEE, IN A LARGE CLEARING, 76 FEET SOUTH OF THE EDGE
 EH1717'OF A WOODS, 75 FEET NORTH OF THE NORTH TOE OF THE LEVEE, AND 3.7 FEET
 EH1717'SOUTHWEST OF A 4-BY 4-INCH WHITE POST PROJECTING 12 INCHES ABOVE
 EH1717'GROUND.  A STANDARD DISK, STAMPED E 251 1940 AND SET IN THE TOP OF A
 EH1717'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 EH1717
 EH1717                          STATION RECOVERY (2003)
 EH1717
 EH1717'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0606 ***********************************************************************
 EJ0606  DESIGNATION -  E 252
 EJ0606  PID         -  EJ0606
 EJ0606  STATE/COUNTY-  AR/JEFFERSON
 EJ0606  USGS QUAD   -  WRIGHT (1975)
 EJ0606
 EJ0606                         *CURRENT SURVEY CONTROL
 EJ0606  ___________________________________________________________________
 EJ0606* NAD 83(1986)-  34 28 45.     (N)    092 04 33.     (W)     SCALED    
 EJ0606* NAVD 88     -        65.656  (meters)     215.41   (feet)  ADJUSTED  
 EJ0606  ___________________________________________________________________
 EJ0606  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EJ0606  DYNAMIC HT  -          65.594 (meters)     215.20  (feet)  COMP
 EJ0606  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 EJ0606
 EJ0606  VERT ORDER  -  SECOND    CLASS 0
 EJ0606
 EJ0606.The horizontal coordinates were scaled from a topographic map and have
 EJ0606.an estimated accuracy of +/- 6 seconds.
 EJ0606
 EJ0606.The orthometric height was determined by differential leveling
 EJ0606.and adjusted by the National Geodetic Survey in June 1991..
 EJ0606
 EJ0606.The geoid height was determined by GEOID03.
 EJ0606
 EJ0606.The dynamic height is computed by dividing the NAVD 88
 EJ0606.geopotential number by the normal gravity value computed on the
 EJ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0606.degrees latitude (g = 980.6199 gals.).
 EJ0606
 EJ0606.The modeled gravity was interpolated from observed gravity values.
 EJ0606
 EJ0606;                    North         East    Units  Estimated Accuracy
 EJ0606;SPC AR S     -   601,030.      393,030.      MT  (+/- 180 meters Scaled)
 EJ0606
 EJ0606                          SUPERSEDED SURVEY CONTROL
 EJ0606
 EJ0606  NGVD 29 (??/??/92)   65.690  (m)          215.52   (f) ADJ UNCH    2 0
 EJ0606
 EJ0606.Superseded values are not recommended for survey control.
 EJ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0606.See file dsdata.txt to determine how the superseded data were derived.
 EJ0606
 EJ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU848156(NAD 83)
 EJ0606_MARKER: DB = BENCH MARK DISK
 EJ0606_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EJ0606_SP_SET: HEADWALL
 EJ0606_STAMPING: E 252 1940
 EJ0606_MARK LOGO: CGS   
 EJ0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0606+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2002
 EJ0606
 EJ0606  HISTORY     - Date     Condition        Report By
 EJ0606  HISTORY     - 1940     MONUMENTED       CGS
 EJ0606  HISTORY     - 20020426 MARK NOT FOUND   USACE
 EJ0606  HISTORY     - 20020526 SEE DESCRIPTION  USACE
 EJ0606
 EJ0606                          STATION DESCRIPTION
 EJ0606
 EJ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0606'2.0 MI N FROM WRIGHT.
 EJ0606'2.0 MILES NORTH ALONG A GRAVEL COUNTY ROAD LEADING TO THE JESSE R.
 EJ0606'CORE COMMUNITY SCHOOL FROM THE POST OFFICE AT WRIGHT, JEFFERSON
 EJ0606'COUNTY, 1.3 MILES WEST ALONG A GRAVEL ROAD LEADING PAST THE CORE FARM
 EJ0606'HEADQUARTERS, 1.1 MILES NORTH ALONG A DIRT ROAD PARALLELING THE LEVEE,
 EJ0606'ACROSS THE LEVEE AND 0.2 MILE ALONG THE ROAD BETWEEN THE LEVEE AND
 EJ0606'RIVER, AT THE FLOODGATE SOUTH OF THE LEVEE, IN THE TOP OF THE EAST END
 EJ0606'OF THE CONCRETE HEAD WALL, AND 0.7 FOOT WEST OF THE NORTHWEST CORNER
 EJ0606'OF THE EAST CONCRETE PILLAR.  A STANDARD DISK, STAMPED E 252 1940.
 EJ0606
 EJ0606                          STATION RECOVERY (2002)
 EJ0606
 EJ0606'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EJ0606'MARK NOT FOUND.
 EJ0606
 EJ0606                          STATION RECOVERY (2002)
 EJ0606
 EJ0606'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EJ0606'THE STATION IS LOCATED 2 MI (3.2 KM) NORTH OF WRIGHT, ARKANSAS.  TO
 EJ0606'REACH THE STATION FROM THE POST OFFICE IN WRIGHT, GO NORTH ALONG
 EJ0606'HIGHWAY 256 FOR 3.7 MI (6.0 KM) TO GRAVEL ROAD ON LEFT, TURN LEFT AND
 EJ0606'GO 0.5 MI (0.8 KM) NORTH ALONG CARLEE ROAD TO SHELL DAVIS ROAD ON
 EJ0606'LEFT, TURN LEFT AND GO WEST FOR 2.2 MI (3.5 KM) TO FARM CENTER ON
 EJ0606'LEFT, TURN LEFT AND GO 0.1, THROUGH GATE, TO TOP OF LEVEE, TURN LEFT,
 EJ0606'AND GO ESE ALONG LEVEE FOR 0.8 MI (1.3 KM) TO FLOOD STRUCTURE AND MARK
 EJ0606'ON RIGHT.  THE STATION IS LOCATED AT FLOOD STRUCTURE SOUTH OF LEVEE,
 EJ0606'AT EAST HEADWALL.
 EJ0606' 
 EJ0606'THE CORPS OF ENGINNERS REPORTED THAT THEY FOUND THIS MARK TO HAVE BEEN
 EJ0606'RESET, STAMPED E 252 RESET 1970.  NGS HAD NO RECORD OF RESET
 EJ0606'INFORMATION IN THEIR OFFICE.  USE THE PUBLISHED ELEVATION AND POSITION
 EJ0606'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1112 ***********************************************************************
 FG1112  DESIGNATION -  E 254
 FG1112  PID         -  FG1112
 FG1112  STATE/COUNTY-  AR/LOGAN
 FG1112  USGS QUAD   -  NEW BLAINE (1993)
 FG1112
 FG1112                         *CURRENT SURVEY CONTROL
 FG1112  ___________________________________________________________________
 FG1112* NAD 83(1986)-  35 21 40.     (N)    093 27 13.     (W)     SCALED    
 FG1112* NAVD 88     -       118.922  (meters)     390.16   (feet)  ADJUSTED  
 FG1112  ___________________________________________________________________
 FG1112  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FG1112  DYNAMIC HT  -         118.811 (meters)     389.80  (feet)  COMP
 FG1112  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FG1112
 FG1112  VERT ORDER  -  SECOND    CLASS 0
 FG1112
 FG1112.The horizontal coordinates were scaled from a topographic map and have
 FG1112.an estimated accuracy of +/- 6 seconds.
 FG1112
 FG1112.The orthometric height was determined by differential leveling
 FG1112.and adjusted by the National Geodetic Survey in June 1991..
 FG1112
 FG1112.The geoid height was determined by GEOID03.
 FG1112
 FG1112.The dynamic height is computed by dividing the NAVD 88
 FG1112.geopotential number by the normal gravity value computed on the
 FG1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1112.degrees latitude (g = 980.6199 gals.).
 FG1112
 FG1112.The modeled gravity was interpolated from observed gravity values.
 FG1112
 FG1112;                    North         East    Units  Estimated Accuracy
 FG1112;SPC AR N     -   115,000.      267,900.      MT  (+/- 180 meters Scaled)
 FG1112
 FG1112                          SUPERSEDED SURVEY CONTROL
 FG1112
 FG1112  NGVD 29 (??/??/92)  118.895  (m)          390.07   (f) ADJ UNCH    2 0
 FG1112
 FG1112.Superseded values are not recommended for survey control.
 FG1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1112.See file dsdata.txt to determine how the superseded data were derived.
 FG1112
 FG1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV587131(NAD 83)
 FG1112_MARKER: DB = BENCH MARK DISK
 FG1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1112_STAMPING: E 254 1940
 FG1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1112+STABILITY: SURFACE MOTION
 FG1112
 FG1112  HISTORY     - Date     Condition        Report By
 FG1112  HISTORY     - 1940     MONUMENTED       CGS
 FG1112  HISTORY     - 1959     GOOD             NGS
 FG1112
 FG1112                          STATION DESCRIPTION
 FG1112
 FG1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1112'1.0 MI E FROM DOUBLIN.
 FG1112'1.0 MILE EAST ALONG A DIRT ROAD FROM DOUBLIN, AT THE T-JUNCTION OF
 FG1112'SECTION-LINE ROADS, 42 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 FG1112'30 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 17 FEET
 FG1112'WEST OF A FENCE CORNER, 1.7 FEET NORTH OF THE EAST-AND-WEST FENCE, AND
 FG1112'4 FEET WEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0182 ***********************************************************************
 FH0182  DESIGNATION -  E 256
 FH0182  PID         -  FH0182
 FH0182  STATE/COUNTY-  AR/FRANKLIN
 FH0182  USGS QUAD   -  MULBERRY (1987)
 FH0182
 FH0182                         *CURRENT SURVEY CONTROL
 FH0182  ___________________________________________________________________
 FH0182* NAD 83(1986)-  35 26 03.     (N)    094 04 22.     (W)     SCALED    
 FH0182* NAVD 88     -       228.365  (meters)     749.23   (feet)  ADJUSTED  
 FH0182  ___________________________________________________________________
 FH0182  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FH0182  DYNAMIC HT  -         228.151 (meters)     748.53  (feet)  COMP
 FH0182  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FH0182
 FH0182  VERT ORDER  -  FIRST     CLASS II
 FH0182
 FH0182.The horizontal coordinates were scaled from a topographic map and have
 FH0182.an estimated accuracy of +/- 6 seconds.
 FH0182
 FH0182.The orthometric height was determined by differential leveling
 FH0182.and adjusted by the National Geodetic Survey in June 1991..
 FH0182
 FH0182.The geoid height was determined by GEOID03.
 FH0182
 FH0182.The dynamic height is computed by dividing the NAVD 88
 FH0182.geopotential number by the normal gravity value computed on the
 FH0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0182.degrees latitude (g = 980.6199 gals.).
 FH0182
 FH0182.The modeled gravity was interpolated from observed gravity values.
 FH0182
 FH0182;                    North         East    Units  Estimated Accuracy
 FH0182;SPC AR N     -   124,110.      211,810.      MT  (+/- 180 meters Scaled)
 FH0182
 FH0182                          SUPERSEDED SURVEY CONTROL
 FH0182
 FH0182  NGVD 29 (??/??/92)  228.284  (m)          748.96   (f) ADJ UNCH    1 2
 FH0182
 FH0182.Superseded values are not recommended for survey control.
 FH0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0182.See file dsdata.txt to determine how the superseded data were derived.
 FH0182
 FH0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV026217(NAD 83)
 FH0182_MARKER: DB = BENCH MARK DISK
 FH0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0182_STAMPING: E 256 1940
 FH0182_MARK LOGO: CGS   
 FH0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0182+STABILITY: SURFACE MOTION
 FH0182
 FH0182  HISTORY     - Date     Condition        Report By
 FH0182  HISTORY     - 1940     MONUMENTED       CGS
 FH0182  HISTORY     - 1959     GOOD             NGS
 FH0182  HISTORY     - 1984     GOOD             NGS
 FH0182  HISTORY     - 1987     GOOD             USPSQD
 FH0182  HISTORY     - 1988     GOOD             USPSQD
 FH0182  HISTORY     - 1989     GOOD             USPSQD
 FH0182  HISTORY     - 1990     GOOD             USPSQD
 FH0182
 FH0182                          STATION DESCRIPTION
 FH0182
 FH0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0182'7.9 MI W FROM CECIL.
 FH0182'7.9 MILES WEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 FH0182'CECIL, 0.1 MILE EAST OF THE FRANKLIN-SEBASTIAN COUNTY LINE,
 FH0182'0.1 MILE WEST OF A FARMHOUSE, 50 FEET SOUTH OF THE CENTERLINE
 FH0182'OF THE HIGHWAY, 4 FEET NORTH OF A 12-INCH OAK TREE IN A FENCE
 FH0182'LINE, AND 4 FEET EAST OF A WHITE WOODEN WITNESS POST.
 FH0182
 FH0182                          STATION RECOVERY (1984)
 FH0182
 FH0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0182'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, BENCH MARK
 FH0182'IS 0.31 METER (1.0 FT) EAST OF A WITNESS SIGN.  NOTE, THE TWELVE INCH
 FH0182'OAK TREE MENTIONED IN THE ORGINAL DESCRIPTION IS GONE.
 FH0182
 FH0182                          STATION RECOVERY (1987)
 FH0182
 FH0182'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0182'RECOVERED IN GOOD CONDITION.
 FH0182
 FH0182                          STATION RECOVERY (1988)
 FH0182
 FH0182'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0182'RECOVERED IN GOOD CONDITION.
 FH0182
 FH0182                          STATION RECOVERY (1989)
 FH0182
 FH0182'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0182'RECOVERED IN GOOD CONDITION.
 FH0182
 FH0182                          STATION RECOVERY (1990)
 FH0182
 FH0182'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1145 ***********************************************************************
 DL1145  DESIGNATION -  E 258
 DL1145  PID         -  DL1145
 DL1145  STATE/COUNTY-  AR/MILLER
 DL1145  USGS QUAD   -  GARLAND (1975)
 DL1145
 DL1145                         *CURRENT SURVEY CONTROL
 DL1145  ___________________________________________________________________
 DL1145* NAD 83(1986)-  33 19 03.     (N)    093 41 59.     (W)     SCALED    
 DL1145* NAVD 88     -        68.877  (meters)     225.97   (feet)  ADJUSTED  
 DL1145  ___________________________________________________________________
 DL1145  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL1145  DYNAMIC HT  -          68.803 (meters)     225.73  (feet)  COMP
 DL1145  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DL1145
 DL1145  VERT ORDER  -  FIRST     CLASS I
 DL1145
 DL1145.The horizontal coordinates were scaled from a topographic map and have
 DL1145.an estimated accuracy of +/- 6 seconds.
 DL1145
 DL1145.The orthometric height was determined by differential leveling
 DL1145.and adjusted by the National Geodetic Survey in June 1991..
 DL1145
 DL1145.The geoid height was determined by GEOID03.
 DL1145
 DL1145.The dynamic height is computed by dividing the NAVD 88
 DL1145.geopotential number by the normal gravity value computed on the
 DL1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1145.degrees latitude (g = 980.6199 gals.).
 DL1145
 DL1145.The modeled gravity was interpolated from observed gravity values.
 DL1145
 DL1145;                    North         East    Units  Estimated Accuracy
 DL1145;SPC AR S     -   473,500.      241,740.      MT  (+/- 180 meters Scaled)
 DL1145
 DL1145                          SUPERSEDED SURVEY CONTROL
 DL1145
 DL1145  NGVD 29 (??/??/??)   68.907  (m)          226.07   (f) ADJUSTED    1 1
 DL1145
 DL1145.Superseded values are not recommended for survey control.
 DL1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1145.See file dsdata.txt to determine how the superseded data were derived.
 DL1145
 DL1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS348867(NAD 83)
 DL1145_MARKER: DB = BENCH MARK DISK
 DL1145_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1145+WITH SETTING: INTO GROUND
 DL1145_SP_SET: METAL ROD WITH BASE PLATE
 DL1145_STAMPING: E 258 1977
 DL1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1145+STABILITY: SURFACE MOTION
 DL1145
 DL1145  HISTORY     - Date     Condition        Report By
 DL1145  HISTORY     - 1977     MONUMENTED       NGS
 DL1145
 DL1145                          STATION DESCRIPTION
 DL1145
 DL1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1145'4.3 MI SE FROM GARLAND.
 DL1145'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1145'U.S. HIGHWAY 82 AT GARLAND, THENCE 3.9 MILES SOUTHEAST ALONG A
 DL1145'GRAVEL ROAD PARALLELING LEVEE, 61 FEET EAST OF CENTER OF ROAD,
 DL1145'93 FEET NORTHEAST OF THE CENTER OF A WIRE GATE AT TOE OF LEVEE,
 DL1145'38 FEET EAST OF A FENCE AT TOE OF LEVEE, AND 60 FEET WEST
 DL1145'OF CENTER OF TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1118 ***********************************************************************
 DL1118  DESIGNATION -  E 259
 DL1118  PID         -  DL1118
 DL1118  STATE/COUNTY-  AR/MILLER
 DL1118  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1118
 DL1118                         *CURRENT SURVEY CONTROL
 DL1118  ___________________________________________________________________
 DL1118* NAD 83(1986)-  33 09 07.     (N)    093 51 24.     (W)     SCALED    
 DL1118* NAVD 88     -        62.573  (meters)     205.29   (feet)  ADJUSTED  
 DL1118  ___________________________________________________________________
 DL1118  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1118  DYNAMIC HT  -          62.505 (meters)     205.07  (feet)  COMP
 DL1118  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DL1118
 DL1118  VERT ORDER  -  FIRST     CLASS I
 DL1118
 DL1118.The horizontal coordinates were scaled from a topographic map and have
 DL1118.an estimated accuracy of +/- 6 seconds.
 DL1118
 DL1118.The orthometric height was determined by differential leveling
 DL1118.and adjusted by the National Geodetic Survey in June 1991..
 DL1118
 DL1118.The geoid height was determined by GEOID03.
 DL1118
 DL1118.The dynamic height is computed by dividing the NAVD 88
 DL1118.geopotential number by the normal gravity value computed on the
 DL1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1118.degrees latitude (g = 980.6199 gals.).
 DL1118
 DL1118.The modeled gravity was interpolated from observed gravity values.
 DL1118
 DL1118;                    North         East    Units  Estimated Accuracy
 DL1118;SPC AR S     -   455,400.      226,790.      MT  (+/- 180 meters Scaled)
 DL1118
 DL1118                          SUPERSEDED SURVEY CONTROL
 DL1118
 DL1118  NGVD 29 (??/??/??)   62.603  (m)          205.39   (f) ADJUSTED    1 1
 DL1118
 DL1118.Superseded values are not recommended for survey control.
 DL1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1118.See file dsdata.txt to determine how the superseded data were derived.
 DL1118
 DL1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS201684(NAD 83)
 DL1118_MARKER: DB = BENCH MARK DISK
 DL1118_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1118+WITH SETTING: INTO GROUND
 DL1118_SP_SET: METAL ROD WITH BASE PLATE
 DL1118_STAMPING: E 259 1977
 DL1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1118+STABILITY: SURFACE MOTION
 DL1118
 DL1118  HISTORY     - Date     Condition        Report By
 DL1118  HISTORY     - 1977     MONUMENTED       NGS
 DL1118
 DL1118                          STATION DESCRIPTION
 DL1118
 DL1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1118'6.6 MI NE FROM DODDRIDGE.
 DL1118'4.4 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1118'STATE HIGHWAY 160 AT DODDRIDGE, THENCE 2.2 MILES EAST ON GRAVEL
 DL1118'ROAD, 18 FEET NORTH OF CENTER OF ROAD, 7 FEET EAST OF A FENCE
 DL1118'CORNER, AND 3 FEET EAST OF A POWER POLE WITH ONE GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0289 ***********************************************************************
 GE0289  DESIGNATION -  E 26
 GE0289  PID         -  GE0289
 GE0289  STATE/COUNTY-  AR/RANDOLPH
 GE0289  USGS QUAD   -  MANSON (1965)
 GE0289
 GE0289                         *CURRENT SURVEY CONTROL
 GE0289  ___________________________________________________________________
 GE0289* NAD 83(1986)-  36 10 46.     (N)    090 57 46.     (W)     SCALED    
 GE0289* NAVD 88     -        79.806  (meters)     261.83   (feet)  ADJUSTED  
 GE0289  ___________________________________________________________________
 GE0289  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0289  DYNAMIC HT  -          79.741 (meters)     261.62  (feet)  COMP
 GE0289  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 GE0289
 GE0289  VERT ORDER  -  FIRST     CLASS II
 GE0289
 GE0289.The horizontal coordinates were scaled from a topographic map and have
 GE0289.an estimated accuracy of +/- 6 seconds.
 GE0289
 GE0289.The orthometric height was determined by differential leveling
 GE0289.and adjusted by the National Geodetic Survey in June 1991..
 GE0289
 GE0289.The geoid height was determined by GEOID03.
 GE0289
 GE0289.The dynamic height is computed by dividing the NAVD 88
 GE0289.geopotential number by the normal gravity value computed on the
 GE0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0289.degrees latitude (g = 980.6199 gals.).
 GE0289
 GE0289.The modeled gravity was interpolated from observed gravity values.
 GE0289
 GE0289;                    North         East    Units  Estimated Accuracy
 GE0289;SPC AR N     -   205,310.      493,310.      MT  (+/- 180 meters Scaled)
 GE0289
 GE0289                          SUPERSEDED SURVEY CONTROL
 GE0289
 GE0289  NGVD 29 (??/??/92)   79.733  (m)          261.59   (f) ADJ UNCH    1 2
 GE0289
 GE0289.Superseded values are not recommended for survey control.
 GE0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0289.See file dsdata.txt to determine how the superseded data were derived.
 GE0289
 GE0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA832057(NAD 83)
 GE0289_MARKER: DB = BENCH MARK DISK
 GE0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0289_STAMPING: 261.594 E 26 1932
 GE0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0289+STABILITY: SURFACE MOTION
 GE0289
 GE0289  HISTORY     - Date     Condition        Report By
 GE0289  HISTORY     - 1932     MONUMENTED       CGS
 GE0289  HISTORY     - 1934     GOOD             NGS
 GE0289  HISTORY     - 20020913 MARK NOT FOUND   USACE
 GE0289
 GE0289                          STATION DESCRIPTION
 GE0289
 GE0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0289'6 MI S FROM POCAHONTAS.
 GE0289'6.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0289'THE STATION AT POCAHONTAS, RANDOLPH COUNTY, 3 RAILS SOUTH OF
 GE0289'MILEPOST 251, 30 FEET EAST OF THE TRACK, 30 FEET WEST OF U.S.
 GE0289'HIGHWAY 67, 30 FEET SOUTH OF A DIRT ROAD INTERSECTING THE HIGHWAY,
 GE0289'AND 70 FEET NORTHWEST OF AN UNPAINTED HOUSE ON THE EAST SIDE
 GE0289'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 261.594 E 26 1932 AND
 GE0289'SET IN THE TOP OF A CONCRETE POST.
 GE0289
 GE0289                          STATION RECOVERY (2002)
 GE0289
 GE0289'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0289'RR NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1174 ***********************************************************************
 DL1174  DESIGNATION -  E 260
 DL1174  PID         -  DL1174
 DL1174  STATE/COUNTY-  AR/MILLER
 DL1174  USGS QUAD   -  FULTON (1975)
 DL1174
 DL1174                         *CURRENT SURVEY CONTROL
 DL1174  ___________________________________________________________________
 DL1174* NAD 83(1986)-  33 35 21.     (N)    093 50 19.     (W)     SCALED    
 DL1174* NAVD 88     -        81.344  (meters)     266.88   (feet)  ADJUSTED  
 DL1174  ___________________________________________________________________
 DL1174  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL1174  DYNAMIC HT  -          81.259 (meters)     266.60  (feet)  COMP
 DL1174  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 DL1174
 DL1174  VERT ORDER  -  FIRST     CLASS I
 DL1174
 DL1174.The horizontal coordinates were scaled from a topographic map and have
 DL1174.an estimated accuracy of +/- 6 seconds.
 DL1174
 DL1174.The orthometric height was determined by differential leveling
 DL1174.and adjusted by the National Geodetic Survey in June 1991..
 DL1174
 DL1174.The geoid height was determined by GEOID03.
 DL1174
 DL1174.The dynamic height is computed by dividing the NAVD 88
 DL1174.geopotential number by the normal gravity value computed on the
 DL1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1174.degrees latitude (g = 980.6199 gals.).
 DL1174
 DL1174.The modeled gravity was interpolated from observed gravity values.
 DL1174
 DL1174;                    North         East    Units  Estimated Accuracy
 DL1174;SPC AR S     -   503,850.      229,350.      MT  (+/- 180 meters Scaled)
 DL1174
 DL1174                          SUPERSEDED SURVEY CONTROL
 DL1174
 DL1174  NGVD 29 (??/??/??)   81.357  (m)          266.92   (f) ADJUSTED    1 1
 DL1174
 DL1174.Superseded values are not recommended for survey control.
 DL1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1174.See file dsdata.txt to determine how the superseded data were derived.
 DL1174
 DL1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT221169(NAD 83)
 DL1174_MARKER: DB = BENCH MARK DISK
 DL1174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1174_SP_SET: BRIDGE ABUTMENT
 DL1174_STAMPING: E 260 1977
 DL1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1174
 DL1174  HISTORY     - Date     Condition        Report By
 DL1174  HISTORY     - 1977     MONUMENTED       NGS
 DL1174
 DL1174                          STATION DESCRIPTION
 DL1174
 DL1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1174'1.9 MI SW FROM FULTON.
 DL1174'1.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END
 DL1174'OF THE BRIDGE OVER THE RED RIVER, THENCE 0.1 MILE WEST ALONG LEVEE
 DL1174'TO THE MISSOURIA PACIFIC RAILROAD, 200 FEET NORTHEAST ALONG RAIL-
 DL1174'ROAD FROM THE LEVEE, SET IN THE TOP OF THE SOUTHEAST ABUTMENT OF
 DL1174'RAILROAD BRIDGE AND 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1188 ***********************************************************************
 DL1188  DESIGNATION -  E 261
 DL1188  PID         -  DL1188
 DL1188  STATE/COUNTY-  AR/MILLER
 DL1188  USGS QUAD   -  HOMAN (1975)
 DL1188
 DL1188                         *CURRENT SURVEY CONTROL
 DL1188  ___________________________________________________________________
 DL1188* NAD 83(1986)-  33 30 19.     (N)    093 56 21.     (W)     SCALED    
 DL1188* NAVD 88     -        79.799  (meters)     261.81   (feet)  ADJUSTED  
 DL1188  ___________________________________________________________________
 DL1188  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DL1188  DYNAMIC HT  -          79.715 (meters)     261.53  (feet)  COMP
 DL1188  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 DL1188
 DL1188  VERT ORDER  -  FIRST     CLASS I
 DL1188
 DL1188.The horizontal coordinates were scaled from a topographic map and have
 DL1188.an estimated accuracy of +/- 6 seconds.
 DL1188
 DL1188.The orthometric height was determined by differential leveling
 DL1188.and adjusted by the National Geodetic Survey in June 1991..
 DL1188
 DL1188.The geoid height was determined by GEOID03.
 DL1188
 DL1188.The dynamic height is computed by dividing the NAVD 88
 DL1188.geopotential number by the normal gravity value computed on the
 DL1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1188.degrees latitude (g = 980.6199 gals.).
 DL1188
 DL1188.The modeled gravity was interpolated from observed gravity values.
 DL1188
 DL1188;                    North         East    Units  Estimated Accuracy
 DL1188;SPC AR S     -   494,720.      219,840.      MT  (+/- 180 meters Scaled)
 DL1188
 DL1188                          SUPERSEDED SURVEY CONTROL
 DL1188
 DL1188  NGVD 29 (??/??/??)   79.814  (m)          261.86   (f) ADJUSTED    1 1
 DL1188
 DL1188.Superseded values are not recommended for survey control.
 DL1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1188.See file dsdata.txt to determine how the superseded data were derived.
 DL1188
 DL1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT127076(NAD 83)
 DL1188_MARKER: DB = BENCH MARK DISK
 DL1188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1188_SP_SET: CONCRETE CULVERT
 DL1188_STAMPING: E 261 1977
 DL1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1188
 DL1188  HISTORY     - Date     Condition        Report By
 DL1188  HISTORY     - 1977     MONUMENTED       NGS
 DL1188
 DL1188                          STATION DESCRIPTION
 DL1188
 DL1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1188'10.9 MI SW FROM FULTON.
 DL1188'1.8 MILES SOUTHWEST ALONG INTERSTATE 30 FROM THE WEST END OF BRIDGE
 DL1188'OVER RED RIVER, THENCE 1.1 MILE SOUTHWEST ALONG LEVEE, THENCE 0.1
 DL1188'MILE SOUTHEAST TO U.S. HIGHWAY 67, THENCE 7.9 MILES SOUTHWEST ON
 DL1188'U.S. HIGHWAY 67, ABOUT 0.5 MILE NORTHEAST OF THE JUNCTION OF U.S.
 DL1188'HIGHWAY 67 AND COUNTY ROAD 108, SET IN THE CENTER OF THE TOP OF
 DL1188'THE EAST HEADWALL OF A BOXED CULVERT, AND 31 FEET SOUTHEAST OF
 DL1188'THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0087 ***********************************************************************
 GG0087  DESIGNATION -  E 27 RESET
 GG0087  PID         -  GG0087
 GG0087  STATE/COUNTY-  AR/WASHINGTON
 GG0087  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0087
 GG0087                         *CURRENT SURVEY CONTROL
 GG0087  ___________________________________________________________________
 GG0087* NAD 83(1986)-  36 03 59.     (N)    094 10 06.     (W)     SCALED    
 GG0087* NAVD 88     -       418.14   (meters)    1371.8    (feet)  RESET     
 GG0087  ___________________________________________________________________
 GG0087  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0087
 GG0087  VERT ORDER  -  THIRD
 GG0087
 GG0087.The horizontal coordinates were scaled from a topographic map and have
 GG0087.an estimated accuracy of +/- 6 seconds.
 GG0087
 GG0087.The orthometric height was computed from unverified reset data.
 GG0087
 GG0087.The geoid height was determined by GEOID03.
 GG0087
 GG0087;                    North         East    Units  Estimated Accuracy
 GG0087;SPC AR N     -   194,420.      204,680.      MT  (+/- 180 meters Scaled)
 GG0087
 GG0087                          SUPERSEDED SURVEY CONTROL
 GG0087
 GG0087.No superseded survey control is available for this station.
 GG0087
 GG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV947919(NAD 83)
 GG0087_MARKER: DB = BENCH MARK DISK
 GG0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0087_STAMPING: E 27 RESET 1949
 GG0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0087+STABILITY: SURFACE MOTION
 GG0087
 GG0087  HISTORY     - Date     Condition        Report By
 GG0087  HISTORY     - 1949     MONUMENTED       CGS
 GG0087  HISTORY     - 1960     MARK NOT FOUND   NGS
 GG0087  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0087
 GG0087                          STATION DESCRIPTION
 GG0087
 GG0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0087'AT FAYETTEVILLE.
 GG0087'AT FAYETEVILLE, WASHINGTON COUNTY, AT THE INTERSECTION OF ARKANSAS
 GG0087'AVENUE AND DICKSON STREET, OPPOSITE THE SOUTHEAST CORNER OF
 GG0087'THE UNIVERSITY OF ARKANSAS CAMPUS, IN THE PARKWAY STRIP ON
 GG0087'ARKANSAS AVENUE, 62 FEET NORTH OF THE CENTERLINE OF DICKSON
 GG0087'STREET.  A STANDARD DISK, STAMPED E 27 RESET 1949 AND SET IN THE
 GG0087'TOP OF A CONCRETE POST.
 GG0087
 GG0087                          STATION RECOVERY (1989)
 GG0087
 GG0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0041 ***********************************************************************
 FH0041  DESIGNATION -  E 28
 FH0041  PID         -  FH0041
 FH0041  STATE/COUNTY-  AR/CRAWFORD
 FH0041  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0041
 FH0041                         *CURRENT SURVEY CONTROL
 FH0041  ___________________________________________________________________
 FH0041* NAD 83(1986)-  35 36 21.     (N)    094 11 06.     (W)     SCALED    
 FH0041* NAVD 88     -       210.672  (meters)     691.18   (feet)  ADJUSTED  
 FH0041  ___________________________________________________________________
 FH0041  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FH0041  DYNAMIC HT  -         210.478 (meters)     690.54  (feet)  COMP
 FH0041  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FH0041
 FH0041  VERT ORDER  -  FIRST     CLASS II
 FH0041
 FH0041.The horizontal coordinates were scaled from a topographic map and have
 FH0041.an estimated accuracy of +/- 6 seconds.
 FH0041
 FH0041.The orthometric height was determined by differential leveling
 FH0041.and adjusted by the National Geodetic Survey in June 1991..
 FH0041.WARNING-Repeat measurements at this control monument indicate possible
 FH0041.vertical movement.
 FH0041
 FH0041.The geoid height was determined by GEOID03.
 FH0041
 FH0041.The dynamic height is computed by dividing the NAVD 88
 FH0041.geopotential number by the normal gravity value computed on the
 FH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0041.degrees latitude (g = 980.6199 gals.).
 FH0041
 FH0041.The modeled gravity was interpolated from observed gravity values.
 FH0041
 FH0041;                    North         East    Units  Estimated Accuracy
 FH0041;SPC AR N     -   143,370.      202,050.      MT  (+/- 180 meters Scaled)
 FH0041
 FH0041                          SUPERSEDED SURVEY CONTROL
 FH0041
 FH0041  NGVD 29 (10/05/93)  210.545  (m)          690.76   (f) ADJUSTED    1 2
 FH0041
 FH0041.Superseded values are not recommended for survey control.
 FH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0041.See file dsdata.txt to determine how the superseded data were derived.
 FH0041
 FH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV926408(NAD 83)
 FH0041_MARKER: DB = BENCH MARK DISK
 FH0041_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0041_SP_SET: PIER
 FH0041_STAMPING: E 28 1932 690.671
 FH0041_MARK LOGO: CGS   
 FH0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0041+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1989
 FH0041
 FH0041  HISTORY     - Date     Condition        Report By
 FH0041  HISTORY     - 1932     MONUMENTED       CGS
 FH0041  HISTORY     - 1959     GOOD             NGS
 FH0041  HISTORY     - 19891107 GOOD             NGS
 FH0041
 FH0041                          STATION DESCRIPTION
 FH0041
 FH0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0041'1.6 MI S FROM MOUNTAINBURG.
 FH0041'1.6 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0041'MOUNTAINBURG, CRAWFORD COUNTY, AT BRIDGE 391.9, AND IN THE TOP
 FH0041'OF THE WEST SIDE OF THE SOUTH CONCRETE PIER.  A STANDARD DISK,
 FH0041'STAMPED 690.671 E 28 1932.
 FH0041
 FH0041                          STATION RECOVERY (1989)
 FH0041
 FH0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0041'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.3 KM
 FH0041'(1.45 MI) SOUTHWESTERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM
 FH0041'THE JUNCTION OF STATE HIGHWAY 282 IN MOUNTAINBURG, IN TOP OF AND 0.3
 FH0041'M (1.0 FT) EAST OF THE WEST END OF THE MOST SOUTHERLY 1 OF 2 CONCRETE
 FH0041'PIERS OF THE RAILROAD BRIDGE SPANNING HURRICANE CREEK, 1.7 M (5.6 FT)
 FH0041'WEST OF THE NEAR RAIL, AND 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 FH0041'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1608 ***********************************************************************
 EJ1608  DESIGNATION -  E 287
 EJ1608  PID         -  EJ1608
 EJ1608  STATE/COUNTY-  AR/PULASKI
 EJ1608  USGS QUAD   -  SWEET HOME (1986)
 EJ1608
 EJ1608                         *CURRENT SURVEY CONTROL
 EJ1608  ___________________________________________________________________
 EJ1608* NAD 83(1986)-  34 42 21.     (N)    092 13 49.     (W)     SCALED    
 EJ1608* NAVD 88     -        87.257  (meters)     286.28   (feet)  ADJUSTED  
 EJ1608  ___________________________________________________________________
 EJ1608  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EJ1608  DYNAMIC HT  -          87.175 (meters)     286.01  (feet)  COMP
 EJ1608  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 EJ1608
 EJ1608  VERT ORDER  -  FIRST     CLASS II
 EJ1608
 EJ1608.The horizontal coordinates were scaled from a topographic map and have
 EJ1608.an estimated accuracy of +/- 6 seconds.
 EJ1608
 EJ1608.The orthometric height was determined by differential leveling
 EJ1608.and adjusted by the National Geodetic Survey in June 1991..
 EJ1608
 EJ1608.The geoid height was determined by GEOID03.
 EJ1608
 EJ1608.The dynamic height is computed by dividing the NAVD 88
 EJ1608.geopotential number by the normal gravity value computed on the
 EJ1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1608.degrees latitude (g = 980.6199 gals.).
 EJ1608
 EJ1608.The modeled gravity was interpolated from observed gravity values.
 EJ1608
 EJ1608;                    North         East    Units  Estimated Accuracy
 EJ1608;SPC AR S     -   626,200.      378,900.      MT  (+/- 180 meters Scaled)
 EJ1608
 EJ1608                          SUPERSEDED SURVEY CONTROL
 EJ1608
 EJ1608.No superseded survey control is available for this station.
 EJ1608
 EJ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU704406(NAD 83)
 EJ1608_MARKER: DB = BENCH MARK DISK
 EJ1608_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1608_SP_SET: ROCK OUTCROP
 EJ1608_STAMPING: E 287 1984
 EJ1608_MARK LOGO: NGS   
 EJ1608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1608+STABILITY: POSITION/ELEVATION WELL
 EJ1608
 EJ1608  HISTORY     - Date     Condition        Report By
 EJ1608  HISTORY     - 1984     MONUMENTED       NGS
 EJ1608  HISTORY     - 1988     GOOD             USPSQD
 EJ1608  HISTORY     - 1989     GOOD             USPSQD
 EJ1608  HISTORY     - 1990     GOOD             USPSQD
 EJ1608  HISTORY     - 19920902 GOOD             USPSQD
 EJ1608
 EJ1608                          STATION DESCRIPTION
 EJ1608
 EJ1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1608'4.3 KM (2.7 MI) NNE FROM SWEET HOME.
 EJ1608'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1608'SWEET HOME, THENCE 1.3 KM (0.8 MI) EAST-NORTHEAST ALONG 3M ROAD,
 EJ1608'THENCE 0.2 KM (0.1 MI) SOUTH ALONG THE MISSOURI PACIFIC RAILROAD TO
 EJ1608'THE SECOND AND THE SMALLER ONE OF TWO LARGE ROCK OUTCROPS ON THE
 EJ1608'WESTSIDE OF THE TRACKS, A DISK SET IN TOP OF A 0.6 METER (2.0 FT) BY
 EJ1608'0.9 METER (3.0 FT) ROCK SHELF NEAR THE SOUTH END OF A ROCK OUTCROP,
 EJ1608'22.25 METERS (73.0 FT) SOUTH OF THE SOUTH EDGE OF A PROMINENT ROCK
 EJ1608'OUTCROP WHICH IS 9.14 METERS (30.0 FT) BELOW THE CUT BANK, 4.48 METERS
 EJ1608'(14.7 FT) WEST OF THE EAST RAIL OF THE TRACKS, AND 0.36 METERS
 EJ1608'(1.2 FT) WEST OF THE EAST EDGE OF THE ROCK SHELF.
 EJ1608'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 EJ1608'THE MARK IS 0.76 M ABOVE TRACKS.
 EJ1608
 EJ1608                          STATION RECOVERY (1988)
 EJ1608
 EJ1608'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1608'RECOVERED IN GOOD CONDITION.
 EJ1608
 EJ1608                          STATION RECOVERY (1989)
 EJ1608
 EJ1608'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1608'RECOVERED IN GOOD CONDITION.
 EJ1608
 EJ1608                          STATION RECOVERY (1990)
 EJ1608
 EJ1608'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1608'RECOVERED IN GOOD CONDITION.
 EJ1608
 EJ1608                          STATION RECOVERY (1992)
 EJ1608
 EJ1608'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1640 ***********************************************************************
 EJ1640  DESIGNATION -  E 288
 EJ1640  PID         -  EJ1640
 EJ1640  STATE/COUNTY-  AR/JEFFERSON
 EJ1640  USGS QUAD   -  HARDIN (1984)
 EJ1640
 EJ1640                         *CURRENT SURVEY CONTROL
 EJ1640  ___________________________________________________________________
 EJ1640* NAD 83(1986)-  34 22 22.     (N)    092 09 57.     (W)     SCALED    
 EJ1640* NAVD 88     -       116.275  (meters)     381.48   (feet)  ADJUSTED  
 EJ1640  ___________________________________________________________________
 EJ1640  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1640  DYNAMIC HT  -         116.164 (meters)     381.11  (feet)  COMP
 EJ1640  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 EJ1640
 EJ1640  VERT ORDER  -  FIRST     CLASS II
 EJ1640
 EJ1640.The horizontal coordinates were scaled from a topographic map and have
 EJ1640.an estimated accuracy of +/- 6 seconds.
 EJ1640
 EJ1640.The orthometric height was determined by differential leveling
 EJ1640.and adjusted by the National Geodetic Survey in June 1991..
 EJ1640
 EJ1640.The geoid height was determined by GEOID03.
 EJ1640
 EJ1640.The dynamic height is computed by dividing the NAVD 88
 EJ1640.geopotential number by the normal gravity value computed on the
 EJ1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1640.degrees latitude (g = 980.6199 gals.).
 EJ1640
 EJ1640.The modeled gravity was interpolated from observed gravity values.
 EJ1640
 EJ1640;                    North         East    Units  Estimated Accuracy
 EJ1640;SPC AR S     -   589,240.      384,750.      MT  (+/- 180 meters Scaled)
 EJ1640
 EJ1640                          SUPERSEDED SURVEY CONTROL
 EJ1640
 EJ1640.No superseded survey control is available for this station.
 EJ1640
 EJ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU766038(NAD 83)
 EJ1640_MARKER: I = METAL ROD
 EJ1640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1640_SP_SET: STAINLESS STEEL ROD
 EJ1640_STAMPING: E 288 1984
 EJ1640_MARK LOGO: NGS   
 EJ1640_PROJECTION: FLUSH
 EJ1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1640_ROD/PIPE-DEPTH: 9.75 meters
 EJ1640
 EJ1640  HISTORY     - Date     Condition        Report By
 EJ1640  HISTORY     - 1984     MONUMENTED       NGS
 EJ1640  HISTORY     - 1988     GOOD             USPSQD
 EJ1640  HISTORY     - 1989     GOOD             USPSQD
 EJ1640  HISTORY     - 1990     GOOD             USPSQD
 EJ1640
 EJ1640                          STATION DESCRIPTION
 EJ1640
 EJ1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1640'1.1 KM (0.7 MI) SOUTH FROM JEFFERSON.
 EJ1640'1.1 KM (0.7 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1640'JEFFERSON, NEAR THE CENTER OF A CURVE, AT THE CREST OF A HILL,
 EJ1640'11.58 METERS (38.0 FT) EAST OF THE CENTER LINE OF THE HIGHWAY,
 EJ1640'9.14 METERS (30.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 4.42 METERS
 EJ1640'(14.6 FT) SOUTHEAST OF A GUY CABLE SUPPORTING A POWER LINE POLE, AND
 EJ1640'0.6 METER (2.0 FT) NORTHWEST OF A POWER LINE POLE.
 EJ1640'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 EJ1640'THE MARK IS 0.6 M BELOW HIGHWAY.
 EJ1640
 EJ1640                          STATION RECOVERY (1988)
 EJ1640
 EJ1640'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1640'RECOVERED IN GOOD CONDITION.
 EJ1640
 EJ1640                          STATION RECOVERY (1989)
 EJ1640
 EJ1640'RECOVERY NOTE BY US POWER SQUADRON 1989 (DAN)
 EJ1640'RECOVERED IN GOOD CONDITION.
 EJ1640
 EJ1640                          STATION RECOVERY (1990)
 EJ1640
 EJ1640'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2018 ***********************************************************************
 AB2018  DESIGNATION -  E 289 RESET
 AB2018  PID         -  AB2018
 AB2018  STATE/COUNTY-  AR/JEFFERSON
 AB2018  USGS QUAD   -  LADD (1975)
 AB2018
 AB2018                         *CURRENT SURVEY CONTROL
 AB2018  ___________________________________________________________________
 AB2018* NAD 83(1986)-  34 11 03.     (N)    091 52 47.     (W)     SCALED    
 AB2018* NAVD 88     -        60.57   (meters)     198.7    (feet)  RESET     
 AB2018  ___________________________________________________________________
 AB2018  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AB2018
 AB2018  VERT ORDER  -  THIRD
 AB2018
 AB2018.The horizontal coordinates were scaled from a topographic map and have
 AB2018.an estimated accuracy of +/- 6 seconds.
 AB2018
 AB2018.The orthometric height was computed from unverified reset data.
 AB2018
 AB2018.The geoid height was determined by GEOID03.
 AB2018
 AB2018;                    North         East    Units  Estimated Accuracy
 AB2018;SPC AR S     -   568,320.      411,090.      MT  (+/- 180 meters Scaled)
 AB2018
 AB2018                          SUPERSEDED SURVEY CONTROL
 AB2018
 AB2018.No superseded survey control is available for this station.
 AB2018
 AB2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT032831(NAD 83)
 AB2018_MARKER: DD = SURVEY DISK
 AB2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2018_MARK LOGO: ARHD  
 AB2018_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2018+STABILITY: SURFACE MOTION
 AB2018
 AB2018  HISTORY     - Date     Condition        Report By
 AB2018  HISTORY     - 1996     MONUMENTED       ARHD
 AB2018
 AB2018                          STATION DESCRIPTION
 AB2018
 AB2018'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1996 (AF)
 AB2018'IN PINE BLUFF, 2.68 MILES (4.31 KM) SOUTH OF HIGHWAY INTERSECTION 425
 AB2018'WEST, HIGHWAY 81 AND US HIGHWAY 65.  91 FEET (27.7 M) OF ORIGINAL MARK
 AB2018'ON SOUTH SIDE OF US HIGHWAY 65 MARKER AND 3 FEET (0.9 M) FROM POWER
 AB2018'POLE. NOTE--NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0172 ***********************************************************************
 FH0172  DESIGNATION -  E 29
 FH0172  PID         -  FH0172
 FH0172  STATE/COUNTY-  AR/CRAWFORD
 FH0172  USGS QUAD   -  MULBERRY (1987)
 FH0172
 FH0172                         *CURRENT SURVEY CONTROL
 FH0172  ___________________________________________________________________
 FH0172* NAD 83(1986)-  35 29 47.     (N)    094 06 05.     (W)     SCALED    
 FH0172* NAVD 88     -       127.992  (meters)     419.92   (feet)  ADJUSTED  
 FH0172  ___________________________________________________________________
 FH0172  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FH0172  DYNAMIC HT  -         127.875 (meters)     419.54  (feet)  COMP
 FH0172  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FH0172
 FH0172  VERT ORDER  -  FIRST     CLASS II
 FH0172
 FH0172.The horizontal coordinates were scaled from a topographic map and have
 FH0172.an estimated accuracy of +/- 6 seconds.
 FH0172
 FH0172.The orthometric height was determined by differential leveling
 FH0172.and adjusted by the National Geodetic Survey in June 1991..
 FH0172
 FH0172.The geoid height was determined by GEOID03.
 FH0172
 FH0172.The dynamic height is computed by dividing the NAVD 88
 FH0172.geopotential number by the normal gravity value computed on the
 FH0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0172.degrees latitude (g = 980.6199 gals.).
 FH0172
 FH0172.The modeled gravity was interpolated from observed gravity values.
 FH0172
 FH0172;                    North         East    Units  Estimated Accuracy
 FH0172;SPC AR N     -   131,070.      209,360.      MT  (+/- 180 meters Scaled)
 FH0172
 FH0172                          SUPERSEDED SURVEY CONTROL
 FH0172
 FH0172  NGVD 29 (??/??/92)  127.926  (m)          419.70   (f) ADJ UNCH    1 2
 FH0172
 FH0172.Superseded values are not recommended for survey control.
 FH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0172.See file dsdata.txt to determine how the superseded data were derived.
 FH0172
 FH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV001286(NAD 83)
 FH0172_MARKER: DB = BENCH MARK DISK
 FH0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0172_STAMPING: 419.704 E 29 1932
 FH0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0172+STABILITY: SURFACE MOTION
 FH0172
 FH0172  HISTORY     - Date     Condition        Report By
 FH0172  HISTORY     - 1932     MONUMENTED       CGS
 FH0172  HISTORY     - 1959     GOOD             NGS
 FH0172  HISTORY     - 19841204 MARK NOT FOUND   USGS
 FH0172
 FH0172                          STATION DESCRIPTION
 FH0172
 FH0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FH0172'2 MI E FROM DYER.
 FH0172'ABOUT 2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FH0172'DYER, CRAWFORD COUNTY, ABOUT 23 POLES WEST OF MILEPOST 482, AT
 FH0172'A ROAD CROSSING, 38 FEET SOUTH OF THE TRACK, AND 25 FEET NORTH
 FH0172'OF THE ROAD PARALLELING THE TRACK.  A STANDARD DISK, STAMPED
 FH0172'419.704 E 29 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FH0172'NOTE-- THE ROAD CROSSING HAS BEEN ABANDONED.  THERE ARE STEEL
 FH0172'GATES ON EACH SIDE OF THE RAILROAD JUST EAST OF THE MARK.
 FH0172
 FH0172                          STATION RECOVERY (1959)
 FH0172
 FH0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0172'RECOVERED IN GOOD CONDITION.
 FH0172
 FH0172                          STATION RECOVERY (1984)
 FH0172
 FH0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (WEK)
 FH0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1662 ***********************************************************************
 EJ1662  DESIGNATION -  E 290
 EJ1662  PID         -  EJ1662
 EJ1662  STATE/COUNTY-  AR/PULASKI
 EJ1662  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1662
 EJ1662                         *CURRENT SURVEY CONTROL
 EJ1662  ___________________________________________________________________
 EJ1662* NAD 83(1986)-  34 47 10.     (N)    092 16 46.     (W)     SCALED    
 EJ1662* NAVD 88     -        97.185  (meters)     318.85   (feet)  ADJUSTED  
 EJ1662  ___________________________________________________________________
 EJ1662  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EJ1662  DYNAMIC HT  -          97.095 (meters)     318.55  (feet)  COMP
 EJ1662  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 EJ1662
 EJ1662  VERT ORDER  -  FIRST     CLASS II
 EJ1662
 EJ1662.The horizontal coordinates were scaled from a topographic map and have
 EJ1662.an estimated accuracy of +/- 6 seconds.
 EJ1662
 EJ1662.The orthometric height was determined by differential leveling
 EJ1662.and adjusted by the National Geodetic Survey in June 1991..
 EJ1662
 EJ1662.The geoid height was determined by GEOID03.
 EJ1662
 EJ1662.The dynamic height is computed by dividing the NAVD 88
 EJ1662.geopotential number by the normal gravity value computed on the
 EJ1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1662.degrees latitude (g = 980.6199 gals.).
 EJ1662
 EJ1662.The modeled gravity was interpolated from observed gravity values.
 EJ1662
 EJ1662;                    North         East    Units  Estimated Accuracy
 EJ1662;SPC AR S     -   635,120.      374,420.      MT  (+/- 180 meters Scaled)
 EJ1662
 EJ1662                          SUPERSEDED SURVEY CONTROL
 EJ1662
 EJ1662  NGVD 29 (06/07/95)   97.242  (m)          319.03   (f) ADJUSTED    1 2
 EJ1662
 EJ1662.Superseded values are not recommended for survey control.
 EJ1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1662.See file dsdata.txt to determine how the superseded data were derived.
 EJ1662
 EJ1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU659495(NAD 83)
 EJ1662_MARKER: DB = BENCH MARK DISK
 EJ1662_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ1662_SP_SET: CONCRETE PIER
 EJ1662_STAMPING: E 290 1984
 EJ1662_MARK LOGO: NGS   
 EJ1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1662
 EJ1662  HISTORY     - Date     Condition        Report By
 EJ1662  HISTORY     - 1984     MONUMENTED       NGS
 EJ1662  HISTORY     - 1988     GOOD             USPSQD
 EJ1662  HISTORY     - 1988     GOOD             USPSQD
 EJ1662  HISTORY     - 1989     GOOD             USPSQD
 EJ1662
 EJ1662                          STATION DESCRIPTION
 EJ1662
 EJ1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1662'IN NORTH LITTLE ROCK.
 EJ1662'IN NORTH LITTLE ROCK, A DISK SET VERTICALLY IN THE WEST FACE OF THE
 EJ1662'SOUTH PIER OF THE WEST BOUND LANE OF INTERSTATE 40 OVERPASS OVER STATE
 EJ1662'HIGHWAY 365, 11.00 METERS (36.1 FT) WEST OF THE CENTERLINE OF THE
 EJ1662'HIGHWAY, AND 0.31 METERS (1.0 FT) NORTH OF THE SOUTH EDGE OF THE PIER.
 EJ1662'THE MARK IS 1.46 M ABOVE GROUND.
 EJ1662
 EJ1662                          STATION RECOVERY (1988)
 EJ1662
 EJ1662'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ1662'RECOVERED IN GOOD CONDITION.
 EJ1662
 EJ1662                          STATION RECOVERY (1988)
 EJ1662
 EJ1662'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1662'RECOVERED IN GOOD CONDITION.
 EJ1662
 EJ1662                          STATION RECOVERY (1989)
 EJ1662
 EJ1662'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1542 ***********************************************************************
 FG1542  DESIGNATION -  E 291
 FG1542  PID         -  FG1542
 FG1542  STATE/COUNTY-  AR/FAULKNER
 FG1542  USGS QUAD   -  CONWAY (1994)
 FG1542
 FG1542                         *CURRENT SURVEY CONTROL
 FG1542  ___________________________________________________________________
 FG1542* NAD 83(1986)-  35 06 56.     (N)    092 26 52.     (W)     SCALED    
 FG1542* NAVD 88     -       122.269  (meters)     401.14   (feet)  ADJUSTED  
 FG1542  ___________________________________________________________________
 FG1542  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG1542  DYNAMIC HT  -         122.154 (meters)     400.77  (feet)  COMP
 FG1542  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FG1542
 FG1542  VERT ORDER  -  FIRST     CLASS II
 FG1542
 FG1542.The horizontal coordinates were scaled from a topographic map and have
 FG1542.an estimated accuracy of +/- 6 seconds.
 FG1542
 FG1542.The orthometric height was determined by differential leveling
 FG1542.and adjusted by the National Geodetic Survey in June 1991..
 FG1542
 FG1542.The geoid height was determined by GEOID03.
 FG1542
 FG1542.The dynamic height is computed by dividing the NAVD 88
 FG1542.geopotential number by the normal gravity value computed on the
 FG1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1542.degrees latitude (g = 980.6199 gals.).
 FG1542
 FG1542.The modeled gravity was interpolated from observed gravity values.
 FG1542
 FG1542;                    North         East    Units  Estimated Accuracy
 FG1542;SPC AR N     -    86,870.      359,180.      MT  (+/- 180 meters Scaled)
 FG1542
 FG1542                          SUPERSEDED SURVEY CONTROL
 FG1542
 FG1542  NGVD 29 (06/07/95)  122.301  (m)          401.25   (f) ADJUSTED    1 2
 FG1542
 FG1542.Superseded values are not recommended for survey control.
 FG1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1542.See file dsdata.txt to determine how the superseded data were derived.
 FG1542
 FG1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU503859(NAD 83)
 FG1542_MARKER: DB = BENCH MARK DISK
 FG1542_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FG1542_SP_SET: PIER
 FG1542_STAMPING: E 291 1984
 FG1542_MARK LOGO: NGS   
 FG1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1542
 FG1542  HISTORY     - Date     Condition        Report By
 FG1542  HISTORY     - 1984     MONUMENTED       NGS
 FG1542  HISTORY     - 1987     GOOD             USPSQD
 FG1542  HISTORY     - 1988     GOOD             USPSQD
 FG1542  HISTORY     - 1989     GOOD             USPSQD
 FG1542  HISTORY     - 1989     GOOD             USPSQD
 FG1542
 FG1542                          STATION DESCRIPTION
 FG1542
 FG1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1542'3.2 KM (2.0 MI) NORTH FROM CONWAY.
 FG1542'1.0 KM (0.65 MI) NORTH-NORTHWEST ALONG FRONT STREET FROM THE POST
 FG1542'OFFICE IN CONWAY, THENCE 0.1 KM (0.05 MI) WEST ALONG INDEPENDENCE
 FG1542'STREET, THENCE 1.7 KM (1.05 MI) NORTH ALONG WASHINGTON STREET, THENCE
 FG1542'0.4 KM (0.25 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO THE OVERPASS OF
 FG1542'INTERSTATE 40 OVER STATE HIGHWAY 25 AND THE MARK SET VERTICALLY IN THE
 FG1542'SOUTHWEST FACE OF THE PIER CLOSE TO U.S. HIGHWAY 64 AND SOUTHEAST OF
 FG1542'STATE HIGHWAY 25, IN THE EAST BOUND OVERPASS OF THE INTERSTATE,
 FG1542'6.98 METERS (22.9 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 25, AND
 FG1542'0.30 METERS (1.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE PIER.
 FG1542'THE MARK IS 1.43 M ABOVE GROUND.
 FG1542
 FG1542                          STATION RECOVERY (1987)
 FG1542
 FG1542'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1542'RECOVERED IN GOOD CONDITION.
 FG1542
 FG1542                          STATION RECOVERY (1988)
 FG1542
 FG1542'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1542'RECOVERED IN GOOD CONDITION.
 FG1542
 FG1542                          STATION RECOVERY (1989)
 FG1542
 FG1542'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1542'RECOVERED IN GOOD CONDITION.
 FG1542
 FG1542                          STATION RECOVERY (1989)
 FG1542
 FG1542'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1727 ***********************************************************************
 DK1727  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1727  DESIGNATION -  E 292
 DK1727  PID         -  DK1727
 DK1727  STATE/COUNTY-  AR/LINCOLN
 DK1727  USGS QUAD   -  GOULD (1964)
 DK1727
 DK1727                         *CURRENT SURVEY CONTROL
 DK1727  ___________________________________________________________________
 DK1727* NAD 83(1997)-  33 59 56.23128(N)    091 34 25.12061(W)     ADJUSTED  
 DK1727* NAVD 88     -        50.30   (meters)     165.0    (feet)  GPS OBS   
 DK1727  ___________________________________________________________________
 DK1727  X           -    -145,364.879 (meters)                     COMP
 DK1727  Y           -  -5,291,346.987 (meters)                     COMP
 DK1727  Z           -   3,546,363.843 (meters)                     COMP
 DK1727  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DK1727  ELLIP HEIGHT-          24.23  (meters)          (04/05/04) GPS OBS
 DK1727  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DK1727
 DK1727  HORZ ORDER  -  B
 DK1727  ELLP ORDER  -  FOURTH    CLASS I
 DK1727
 DK1727.The horizontal coordinates were established by GPS observations
 DK1727.and adjusted by the National Geodetic Survey in April 2004..
 DK1727
 DK1727.The orthometric height was determined by GPS observations and a
 DK1727.high-resolution geoid model using precise GPS observation and
 DK1727.processing techniques. It supersedes the leveled height previously
 DK1727.determined for this station.
 DK1727
 DK1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1727
 DK1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1727
 DK1727.The ellipsoidal height was determined by GPS observations
 DK1727.and is referenced to NAD 83.
 DK1727
 DK1727.The geoid height was determined by GEOID03.
 DK1727
 DK1727;                    North         East     Units Scale Factor Converg.
 DK1727;SPC AR S     -   547,848.697   439,385.917   MT  0.99991866   +0 14 19.1
 DK1727;SPC AR S     - 1,797,400.27  1,441,551.96   sFT  0.99991866   +0 14 19.1
 DK1727;UTM  15      - 3,762,956.874   631,727.584   MT  0.99981391   +0 47 51.7
 DK1727
 DK1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1727!SPC AR S     -   0.99999620  x   0.99991866  =   0.99991486
 DK1727!UTM  15      -   0.99999620  x   0.99981391  =   0.99981011
 DK1727
 DK1727                          SUPERSEDED SURVEY CONTROL
 DK1727
 DK1727  NAVD 88 (06/15/91)   50.187  (m)          164.66   (f) ADJUSTED    1 2
 DK1727
 DK1727.Superseded values are not recommended for survey control.
 DK1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1727.See file dsdata.txt to determine how the superseded data were derived.
 DK1727
 DK1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3172862957(NAD 83)
 DK1727_MARKER: I = METAL ROD
 DK1727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK1727_SP_SET: STAINLESS STEEL ROD
 DK1727_STAMPING: E 292 1984
 DK1727_MARK LOGO: NGS   
 DK1727_PROJECTION: FLUSH
 DK1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1727+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 DK1727_ROD/PIPE-DEPTH: 20.7 meters
 DK1727
 DK1727  HISTORY     - Date     Condition        Report By
 DK1727  HISTORY     - 1984     MONUMENTED       NGS
 DK1727  HISTORY     - 1988     GOOD             USPSQD
 DK1727  HISTORY     - 1989     GOOD             USPSQD
 DK1727  HISTORY     - 1990     GOOD             USPSQD
 DK1727  HISTORY     - 20020405 GOOD             USACE
 DK1727
 DK1727                          STATION DESCRIPTION
 DK1727
 DK1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1727'1.6 KM (1.0 MI) NW FROM GOULD.
 DK1727'1.6 KM (1.0 MI) NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE JUNCTION OF
 DK1727'STATE HIGHWAY 114 EAST IN GOULD, AT THE GOULD CITY LIMITS, BETWEEN THE
 DK1727'HIGHWAY AND THE MISSOURI PACIFIC RAILROAD, 51.51 METERS (169.0 FT)
 DK1727'NORTHWEST OF RAILROAD MILEPOST 419, O.2 KM (0.15 MI) SOUTHEAST OF
 DK1727'HIGHWAY MILEPOST 11, AND SURROUNDED BY A TRIANGLE OF THREE WITNESS
 DK1727'POSTS, 14.32 METERS (47.0 FT) SOUTHWEST OF THE CENTER LINE OF THE
 DK1727'HIGHWAY, 13.28 METERS (43.6 FT) NORTHEAST OF THE NORTHEAST RAIL,
 DK1727'26.82 METERS (88.0 FT) NORTHEAST AND ACROSS THE TRACKS FROM THE FIRST
 DK1727'TELEGRAPH POLE NORTHWEST OF RAILROAD MILEPOST 419, AND 4.02 METERS
 DK1727'(13.2 FT) SOUTHWEST OF THE SOUTHWESTERNMOST ONE OF TWO POSTS
 DK1727'SUPPORTING THE GOULD CITY LIMITS SIGN.  NOTE, ROD ANCHORED AT THIS
 DK1727'DEPTH.
 DK1727'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 DK1727'THE MARK IS 0.60 M BELOW HIGHWAY.
 DK1727
 DK1727                          STATION RECOVERY (1988)
 DK1727
 DK1727'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1727'RECOVERED IN GOOD CONDITION.
 DK1727
 DK1727                          STATION RECOVERY (1989)
 DK1727
 DK1727'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1727'RECOVERED IN GOOD CONDITION.
 DK1727
 DK1727                          STATION RECOVERY (1990)
 DK1727
 DK1727'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1727'RECOVERED IN GOOD CONDITION.
 DK1727
 DK1727                          STATION RECOVERY (2002)
 DK1727
 DK1727'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK1727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1567 ***********************************************************************
 FG1567  DESIGNATION -  E 293
 FG1567  PID         -  FG1567
 FG1567  STATE/COUNTY-  AR/CONWAY
 FG1567  USGS QUAD   -  MORRILTON WEST (1991)
 FG1567
 FG1567                         *CURRENT SURVEY CONTROL
 FG1567  ___________________________________________________________________
 FG1567* NAD 83(1986)-  35 13 33.     (N)    092 50 46.     (W)     SCALED    
 FG1567* NAVD 88     -       100.141  (meters)     328.55   (feet)  ADJUSTED  
 FG1567  ___________________________________________________________________
 FG1567  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FG1567  DYNAMIC HT  -         100.047 (meters)     328.24  (feet)  COMP
 FG1567  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FG1567
 FG1567  VERT ORDER  -  FIRST     CLASS II
 FG1567
 FG1567.The horizontal coordinates were scaled from a topographic map and have
 FG1567.an estimated accuracy of +/- 6 seconds.
 FG1567
 FG1567.The orthometric height was determined by differential leveling
 FG1567.and adjusted by the National Geodetic Survey in June 1991..
 FG1567
 FG1567.The geoid height was determined by GEOID03.
 FG1567
 FG1567.The dynamic height is computed by dividing the NAVD 88
 FG1567.geopotential number by the normal gravity value computed on the
 FG1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1567.degrees latitude (g = 980.6199 gals.).
 FG1567
 FG1567.The modeled gravity was interpolated from observed gravity values.
 FG1567
 FG1567;                    North         East    Units  Estimated Accuracy
 FG1567;SPC AR N     -    99,350.      322,980.      MT  (+/- 180 meters Scaled)
 FG1567
 FG1567                          SUPERSEDED SURVEY CONTROL
 FG1567
 FG1567.No superseded survey control is available for this station.
 FG1567
 FG1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU140980(NAD 83)
 FG1567_MARKER: I = METAL ROD
 FG1567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1567_SP_SET: STAINLESS STEEL ROD
 FG1567_STAMPING: E 293 1984
 FG1567_MARK LOGO: NGS   
 FG1567_PROJECTION: RECESSED 5 CENTIMETERS
 FG1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1567_ROD/PIPE-DEPTH: 6.10 meters
 FG1567
 FG1567  HISTORY     - Date     Condition        Report By
 FG1567  HISTORY     - 1984     MONUMENTED       NGS
 FG1567  HISTORY     - 1987     GOOD             USPSQD
 FG1567  HISTORY     - 1987     GOOD             USPSQD
 FG1567  HISTORY     - 1988     GOOD             USPSQD
 FG1567  HISTORY     - 1989     GOOD             USPSQD
 FG1567  HISTORY     - 1989     GOOD             USPSQD
 FG1567  HISTORY     - 19970319 GOOD             USPSQD
 FG1567
 FG1567                          STATION DESCRIPTION
 FG1567
 FG1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1567'12.9 KM (8.0 MI) NW FROM MORRILTON.
 FG1567'0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 FG1567'MORRILTON, THENCE 12.8 KM (7.95 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO
 FG1567'THE MARK ON THE RIGHT IN FRONT OF A SMALL ONE LEVEL WOODEN HOUSE,
 FG1567'11.25 METERS (36.9 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FG1567'6.86 METERS (22.5 FT) SOUTHWEST OF THE WEST CORNER OF A ONE LEVEL
 FG1567'WOODEN HOUSE, 3.63 METERS (11.9 FT) SOUTHEAST OF THE APPROXIMATE
 FG1567'CENTER OF THE ACCESS DRIVE TO THE HOUSE, 2.47 METERS (8.1 FT)
 FG1567'NORTH-NORTHEAST OF A METAL PIPE CULVERT UNDER THE DRIVEWAY, AND
 FG1567'0.76 METERS (2.5 FT) SOUTHWEST OF THE CORNER POST OF A FENCE AROUND
 FG1567'THE HOUSE.
 FG1567'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 FG1567'THE MARK IS 0.15 M ABOVE HIGHWAY.
 FG1567
 FG1567                          STATION RECOVERY (1987)
 FG1567
 FG1567'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1567'RECOVERED IN GOOD CONDITION.
 FG1567
 FG1567                          STATION RECOVERY (1987)
 FG1567
 FG1567'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1567'RECOVERED IN GOOD CONDITION.
 FG1567
 FG1567                          STATION RECOVERY (1988)
 FG1567
 FG1567'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1567'RECOVERED IN GOOD CONDITION.
 FG1567
 FG1567                          STATION RECOVERY (1989)
 FG1567
 FG1567'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1567'RECOVERED IN GOOD CONDITION.
 FG1567
 FG1567                          STATION RECOVERY (1989)
 FG1567
 FG1567'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1567'RECOVERED IN GOOD CONDITION.
 FG1567
 FG1567                          STATION RECOVERY (1997)
 FG1567
 FG1567'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1604 ***********************************************************************
 FG1604  DESIGNATION -  E 294
 FG1604  PID         -  FG1604
 FG1604  STATE/COUNTY-  AR/JOHNSON
 FG1604  USGS QUAD   -  DELAWARE (1993)
 FG1604
 FG1604                         *CURRENT SURVEY CONTROL
 FG1604  ___________________________________________________________________
 FG1604* NAD 83(1986)-  35 20 43.     (N)    093 19 45.     (W)     SCALED    
 FG1604* NAVD 88     -       107.231  (meters)     351.81   (feet)  ADJUSTED  
 FG1604  ___________________________________________________________________
 FG1604  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FG1604  DYNAMIC HT  -         107.130 (meters)     351.48  (feet)  COMP
 FG1604  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 FG1604
 FG1604  VERT ORDER  -  FIRST     CLASS II
 FG1604
 FG1604.The horizontal coordinates were scaled from a topographic map and have
 FG1604.an estimated accuracy of +/- 6 seconds.
 FG1604
 FG1604.The orthometric height was determined by differential leveling
 FG1604.and adjusted by the National Geodetic Survey in June 1991..
 FG1604
 FG1604.The geoid height was determined by GEOID03.
 FG1604
 FG1604.The dynamic height is computed by dividing the NAVD 88
 FG1604.geopotential number by the normal gravity value computed on the
 FG1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1604.degrees latitude (g = 980.6199 gals.).
 FG1604
 FG1604.The modeled gravity was interpolated from observed gravity values.
 FG1604
 FG1604;                    North         East    Units  Estimated Accuracy
 FG1604;SPC AR N     -   113,080.      279,190.      MT  (+/- 180 meters Scaled)
 FG1604
 FG1604                          SUPERSEDED SURVEY CONTROL
 FG1604
 FG1604.No superseded survey control is available for this station.
 FG1604
 FG1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV700113(NAD 83)
 FG1604_MARKER: DB = BENCH MARK DISK
 FG1604_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FG1604_SP_SET: BRIDGE ABUTMENT
 FG1604_STAMPING: E 294 1984
 FG1604_MARK LOGO: NGS   
 FG1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1604
 FG1604  HISTORY     - Date     Condition        Report By
 FG1604  HISTORY     - 1984     MONUMENTED       NGS
 FG1604  HISTORY     - 1987     GOOD             USPSQD
 FG1604  HISTORY     - 1988     GOOD             USPSQD
 FG1604  HISTORY     - 1989     GOOD             USPSQD
 FG1604  HISTORY     - 1990     GOOD             USPSQD
 FG1604
 FG1604                          STATION DESCRIPTION
 FG1604
 FG1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1604'5.0 KM (3.15 MI) SE FROM KNOXVILLE.
 FG1604'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 315 FROM THE POST OFFICE IN
 FG1604'KNOXVILLE, THENCE 5.0 KM (3.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 64, IS
 FG1604'SET IN THE WEST ABUTMENT OF THE CONCRETE BRIDGE OVER BIG PINEY CREEK,
 FG1604'6.57 METERS (15.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 64,
 FG1604'1.21 METERS (4.0 FT) SOUTHEAST OF THE CENTER OF A CONCRETE GUARD RAIL
 FG1604'POST, 1.58 METERS (5.2 FT) SOUTH OF THE NORTH END OF THE WEST
 FG1604'ABUTMENT, 0.21 METERS (0.7 FT) NORTH OF THE SOUTH EDGE OF THE NORTH
 FG1604'BRIDGE CURBING.
 FG1604'THE MARK IS 0.3 M ABOVE HIGHWAY 64.
 FG1604
 FG1604                          STATION RECOVERY (1987)
 FG1604
 FG1604'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1604'RECOVERED IN GOOD CONDITION.
 FG1604
 FG1604                          STATION RECOVERY (1988)
 FG1604
 FG1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1604'RECOVERED IN GOOD CONDITION.
 FG1604
 FG1604                          STATION RECOVERY (1989)
 FG1604
 FG1604'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1604'RECOVERED IN GOOD CONDITION.
 FG1604
 FG1604                          STATION RECOVERY (1990)
 FG1604
 FG1604'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1656 ***********************************************************************
 FG1656  DESIGNATION -  E 295
 FG1656  PID         -  FG1656
 FG1656  STATE/COUNTY-  AR/FRANKLIN
 FG1656  USGS QUAD   -  CECIL (1993)
 FG1656
 FG1656                         *CURRENT SURVEY CONTROL
 FG1656  ___________________________________________________________________
 FG1656* NAD 83(1986)-  35 26 21.     (N)    093 57 28.     (W)     SCALED    
 FG1656* NAVD 88     -       257.664  (meters)     845.35   (feet)  ADJUSTED  
 FG1656  ___________________________________________________________________
 FG1656  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FG1656  DYNAMIC HT  -         257.422 (meters)     844.56  (feet)  COMP
 FG1656  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 FG1656
 FG1656  VERT ORDER  -  FIRST     CLASS II
 FG1656
 FG1656.The horizontal coordinates were scaled from a topographic map and have
 FG1656.an estimated accuracy of +/- 6 seconds.
 FG1656
 FG1656.The orthometric height was determined by differential leveling
 FG1656.and adjusted by the National Geodetic Survey in June 1991..
 FG1656
 FG1656.The geoid height was determined by GEOID03.
 FG1656
 FG1656.The dynamic height is computed by dividing the NAVD 88
 FG1656.geopotential number by the normal gravity value computed on the
 FG1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1656.degrees latitude (g = 980.6199 gals.).
 FG1656
 FG1656.The modeled gravity was interpolated from observed gravity values.
 FG1656
 FG1656;                    North         East    Units  Estimated Accuracy
 FG1656;SPC AR N     -   124,450.      222,260.      MT  (+/- 180 meters Scaled)
 FG1656
 FG1656                          SUPERSEDED SURVEY CONTROL
 FG1656
 FG1656.No superseded survey control is available for this station.
 FG1656
 FG1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV130221(NAD 83)
 FG1656_MARKER: I = METAL ROD
 FG1656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1656_SP_SET: STAINLESS STEEL ROD
 FG1656_STAMPING: E 295 1984
 FG1656_MARK LOGO: NGS   
 FG1656_PROJECTION: RECESSED 5 CENTIMETERS
 FG1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1656_ROD/PIPE-DEPTH: 3.96 meters
 FG1656
 FG1656  HISTORY     - Date     Condition        Report By
 FG1656  HISTORY     - 1984     MONUMENTED       NGS
 FG1656  HISTORY     - 1987     GOOD             USPSQD
 FG1656  HISTORY     - 1988     GOOD             USPSQD
 FG1656  HISTORY     - 1989     GOOD             USPSQD
 FG1656  HISTORY     - 1990     GOOD             USPSQD
 FG1656
 FG1656                          STATION DESCRIPTION
 FG1656
 FG1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1656'1.1 KM (0.7 MI) WEST FROM CECIL.
 FG1656'1.1 KM (0.7 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FG1656'CECIL, TO A DIRT ROAD, THE MARK IS ON THE RIGHT, 11.55 METERS
 FG1656'(37.9 FT) NORTH OF THE CENTERLINE OF HIGHWAY 96, 19.96 METERS
 FG1656'(65.5 FT) SOUTHEAST OF THE CORNER OF A ROCK HOUSE, 5.61 METERS
 FG1656'(18.6 FT) NORTHWEST OF THE WEST END OF A PIPE CULVERT UNDER A DIRT
 FG1656'ROAD, 5.61 METERS (18.4 FT) WEST OF THE APPROXIMATE CENTER OF A DIRT
 FG1656'ROAD, AND 1.80 METERS (5.9 FT) WEST OF THE CORNER POST OF A CHAIN LINK
 FG1656'FENCE.
 FG1656'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FG1656
 FG1656                          STATION RECOVERY (1987)
 FG1656
 FG1656'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1656'RECOVERED IN GOOD CONDITION.
 FG1656
 FG1656                          STATION RECOVERY (1988)
 FG1656
 FG1656'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1656'RECOVERED IN GOOD CONDITION.
 FG1656
 FG1656                          STATION RECOVERY (1989)
 FG1656
 FG1656'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1656'RECOVERED IN GOOD CONDITION.
 FG1656
 FG1656                          STATION RECOVERY (1990)
 FG1656
 FG1656'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1632 ***********************************************************************
 FG1632  DESIGNATION -  E 296
 FG1632  PID         -  FG1632
 FG1632  STATE/COUNTY-  AR/JOHNSON
 FG1632  USGS QUAD   -  COAL HILL (1993)
 FG1632
 FG1632                         *CURRENT SURVEY CONTROL
 FG1632  ___________________________________________________________________
 FG1632* NAD 83(1986)-  35 26 07.     (N)    093 39 06.     (W)     SCALED    
 FG1632* NAVD 88     -       138.956  (meters)     455.89   (feet)  ADJUSTED  
 FG1632  ___________________________________________________________________
 FG1632  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1632  DYNAMIC HT  -         138.827 (meters)     455.47  (feet)  COMP
 FG1632  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FG1632
 FG1632  VERT ORDER  -  FIRST     CLASS II
 FG1632
 FG1632.The horizontal coordinates were scaled from a topographic map and have
 FG1632.an estimated accuracy of +/- 6 seconds.
 FG1632
 FG1632.The orthometric height was determined by differential leveling
 FG1632.and adjusted by the National Geodetic Survey in June 1991..
 FG1632
 FG1632.The geoid height was determined by GEOID03.
 FG1632
 FG1632.The dynamic height is computed by dividing the NAVD 88
 FG1632.geopotential number by the normal gravity value computed on the
 FG1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1632.degrees latitude (g = 980.6199 gals.).
 FG1632
 FG1632.The modeled gravity was interpolated from observed gravity values.
 FG1632
 FG1632;                    North         East    Units  Estimated Accuracy
 FG1632;SPC AR N     -   123,510.      250,040.      MT  (+/- 180 meters Scaled)
 FG1632
 FG1632                          SUPERSEDED SURVEY CONTROL
 FG1632
 FG1632.No superseded survey control is available for this station.
 FG1632
 FG1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV408215(NAD 83)
 FG1632_MARKER: I = METAL ROD
 FG1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1632_SP_SET: STAINLESS STEEL ROD
 FG1632_STAMPING: E 296 1984
 FG1632_MARK LOGO: NGS   
 FG1632_PROJECTION: FLUSH
 FG1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1632_ROD/PIPE-DEPTH: 4.29 meters
 FG1632
 FG1632  HISTORY     - Date     Condition        Report By
 FG1632  HISTORY     - 1984     MONUMENTED       NGS
 FG1632  HISTORY     - 1987     GOOD             USPSQD
 FG1632  HISTORY     - 1988     GOOD             USPSQD
 FG1632  HISTORY     - 1989     GOOD             USPSQD
 FG1632  HISTORY     - 1989     GOOD             USPSQD
 FG1632
 FG1632                          STATION DESCRIPTION
 FG1632
 FG1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1632'3.7 KM (2.3 MI) WEST FROM HARTMAN.
 FG1632'0.2 KM (0.15 MI) NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN
 FG1632'HARTMAN, THENCE 3.4 KM (2.15 MI) WEST ALONG U.S. HIGHWAY 64 AT THE
 FG1632'PRIVATE DRIVEWAY LEADING NORTH TO LONNIE DAVENPORT RESIDENCE, ALSO,
 FG1632'1.9 KM (1.25 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1632'COAL HILL, 23.56 METERS (77.3 FT) NORTH OF THE CENTERLINE OF HIGHWAY
 FG1632'64, 4.87 METERS (16.0 FT)EAST OF  THE CENTER OF MR. DAVENPORTS
 FG1632'DRIVEWAY, 47.90 METERS (157.2 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 FG1632'CORNER OF MR.  DAVENPORTS STONE HOUSE, 0.60 METERS (2.0 FT) WEST OF A
 FG1632'CONCRETE RIGHT-OF-WAY POST,AND 0.60 METERS (2.0 FT) SOUTHEAST OF A
 FG1632'POWERLINE POLE NUMBER 300 11.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1632'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 FG1632'THE MARK IS 0.6 M ABOVE HIGHWAY 64.
 FG1632
 FG1632                          STATION RECOVERY (1987)
 FG1632
 FG1632'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1632'RECOVERED IN GOOD CONDITION.
 FG1632
 FG1632                          STATION RECOVERY (1988)
 FG1632
 FG1632'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1632'RECOVERED IN GOOD CONDITION.
 FG1632
 FG1632                          STATION RECOVERY (1989)
 FG1632
 FG1632'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1632'RECOVERED IN GOOD CONDITION.
 FG1632
 FG1632                          STATION RECOVERY (1989)
 FG1632
 FG1632'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0787 ***********************************************************************
 FH0787  DESIGNATION -  E 297
 FH0787  PID         -  FH0787
 FH0787  STATE/COUNTY-  AR/SEBASTIAN
 FH0787  USGS QUAD   -  LAVACA (1997)
 FH0787
 FH0787                         *CURRENT SURVEY CONTROL
 FH0787  ___________________________________________________________________
 FH0787* NAD 83(1986)-  35 20 11.     (N)    094 10 33.     (W)     SCALED    
 FH0787* NAVD 88     -       128.981  (meters)     423.17   (feet)  ADJUSTED  
 FH0787  ___________________________________________________________________
 FH0787  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FH0787  DYNAMIC HT  -         128.860 (meters)     422.77  (feet)  COMP
 FH0787  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FH0787
 FH0787  VERT ORDER  -  FIRST     CLASS II
 FH0787
 FH0787.The horizontal coordinates were scaled from a topographic map and have
 FH0787.an estimated accuracy of +/- 6 seconds.
 FH0787
 FH0787.The orthometric height was determined by differential leveling
 FH0787.and adjusted by the National Geodetic Survey in June 1991..
 FH0787
 FH0787.The geoid height was determined by GEOID03.
 FH0787
 FH0787.The dynamic height is computed by dividing the NAVD 88
 FH0787.geopotential number by the normal gravity value computed on the
 FH0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0787.degrees latitude (g = 980.6199 gals.).
 FH0787
 FH0787.The modeled gravity was interpolated from observed gravity values.
 FH0787
 FH0787;                    North         East    Units  Estimated Accuracy
 FH0787;SPC AR N     -   113,470.      202,220.      MT  (+/- 180 meters Scaled)
 FH0787
 FH0787                          SUPERSEDED SURVEY CONTROL
 FH0787
 FH0787.No superseded survey control is available for this station.
 FH0787
 FH0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV931109(NAD 83)
 FH0787_MARKER: I = METAL ROD
 FH0787_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0787_SP_SET: STAINLESS STEEL ROD
 FH0787_STAMPING: E 297 1984
 FH0787_MARK LOGO: NGS   
 FH0787_PROJECTION: RECESSED 5 CENTIMETERS
 FH0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0787_ROD/PIPE-DEPTH: 7.32 meters
 FH0787
 FH0787  HISTORY     - Date     Condition        Report By
 FH0787  HISTORY     - 1984     MONUMENTED       NGS
 FH0787  HISTORY     - 1987     GOOD             USPSQD
 FH0787  HISTORY     - 1988     GOOD             USPSQD
 FH0787  HISTORY     - 1989     GOOD             USPSQD
 FH0787  HISTORY     - 1990     GOOD             USPSQD
 FH0787
 FH0787                          STATION DESCRIPTION
 FH0787
 FH0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0787'IN LAVACA.
 FH0787'IN LAVACA, 0.2 KM (0.1 MI) WEST ALONG STATE ROUTE 96 FROM THE POST
 FH0787'OFFICE TO THE MARK IN FRONT OF THE CITIZAN BANK ON THE RIGHT,
 FH0787'12.71 METERS (41.7 FT) NORTH OF THE CENTERLINE OF HIGHWAY 96,
 FH0787'15.54 METERS (51.0 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A
 FH0787'BRICK BUILDING, 7.92 METERS (26.0 FT) EAST OF THE APPROXIMATE CENTER
 FH0787'OF THE FIRST DRIVEWAY FOR THE BANK, 2.26 METERS (7.4 FT)
 FH0787'NORTH-NORTHWEST OF THE BASE OF THE BANK SIGN, AND 1.55 METERS (5.1 FT)
 FH0787'WEST OF THE WEST EDGE OF THE SIDEWALK LEADING TO THE MAIN ENTRANCE OF
 FH0787'THE BANK.
 FH0787'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FH0787
 FH0787                          STATION RECOVERY (1987)
 FH0787
 FH0787'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0787'RECOVERED IN GOOD CONDITION.
 FH0787
 FH0787                          STATION RECOVERY (1988)
 FH0787
 FH0787'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0787'RECOVERED IN GOOD CONDITION.
 FH0787
 FH0787                          STATION RECOVERY (1989)
 FH0787
 FH0787'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0787'RECOVERED IN GOOD CONDITION.
 FH0787
 FH0787                          STATION RECOVERY (1990)
 FH0787
 FH0787'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0810 ***********************************************************************
 FH0810  DESIGNATION -  E 298
 FH0810  PID         -  FH0810
 FH0810  STATE/COUNTY-  AR/SEBASTIAN
 FH0810  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0810
 FH0810                         *CURRENT SURVEY CONTROL
 FH0810  ___________________________________________________________________
 FH0810* NAD 83(1986)-  35 20 20.     (N)    094 25 17.     (W)     SCALED    
 FH0810* NAVD 88     -       135.171  (meters)     443.47   (feet)  ADJUSTED  
 FH0810  ___________________________________________________________________
 FH0810  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FH0810  DYNAMIC HT  -         135.043 (meters)     443.05  (feet)  COMP
 FH0810  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FH0810
 FH0810  VERT ORDER  -  FIRST     CLASS II
 FH0810
 FH0810.The horizontal coordinates were scaled from a topographic map and have
 FH0810.an estimated accuracy of +/- 6 seconds.
 FH0810
 FH0810.The orthometric height was determined by differential leveling
 FH0810.and adjusted by the National Geodetic Survey in June 1991..
 FH0810
 FH0810.The geoid height was determined by GEOID03.
 FH0810
 FH0810.The dynamic height is computed by dividing the NAVD 88
 FH0810.geopotential number by the normal gravity value computed on the
 FH0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0810.degrees latitude (g = 980.6199 gals.).
 FH0810
 FH0810.The modeled gravity was interpolated from observed gravity values.
 FH0810
 FH0810;                    North         East    Units  Estimated Accuracy
 FH0810;SPC AR N     -   114,260.      179,910.      MT  (+/- 180 meters Scaled)
 FH0810
 FH0810                          SUPERSEDED SURVEY CONTROL
 FH0810
 FH0810.No superseded survey control is available for this station.
 FH0810
 FH0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV708115(NAD 83)
 FH0810_MARKER: DB = BENCH MARK DISK
 FH0810_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0810_SP_SET: BRIDGE ABUTMENT
 FH0810_STAMPING: E 298 1985
 FH0810_MARK LOGO: NGS   
 FH0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0810
 FH0810  HISTORY     - Date     Condition        Report By
 FH0810  HISTORY     - 1985     MONUMENTED       NGS
 FH0810  HISTORY     - 1987     GOOD             USPSQD
 FH0810  HISTORY     - 1988     GOOD             USPSQD
 FH0810  HISTORY     - 1989     GOOD             USPSQD
 FH0810
 FH0810                          STATION DESCRIPTION
 FH0810
 FH0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0810'IN FORT SMITH.
 FH0810'IN FORT SMITH, ABOUT ONE BLOCK EAST OF THE JUNCTION OF U.S. HIGHWAY 71
 FH0810'(TOWSON AVENUE) AND PHOENIX STREET, 5.2 KM (3.25 MI) SOUTH ALONG U.S.
 FH0810'HIGHWAY 71 FROM THE JUNCTION OF U.S. HIGHWAY 64 IN FORT SMITH, THENCE
 FH0810'0.08 KM (0.05 MI) EAST ALONG PHOENIX STREET, SET IN TOP OF THE SOUTH
 FH0810'END OF THE WEST ABUTMENT OF THE PHOENIX STREET BRIDGE OVER MILL CREEK,
 FH0810'5.8 METERS (19.0 FT) SOUTH OF THE CENTERLINE OF PHOENIX STREET
 FH0810'EASTBOUND, AND 0.31 METERS (1.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 FH0810'OF A CONCRETE RAIL PILLAR.
 FH0810'THE MARK IS 0.31 M ABOVE STREET.
 FH0810
 FH0810                          STATION RECOVERY (1987)
 FH0810
 FH0810'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0810'RECOVERED IN GOOD CONDITION.
 FH0810
 FH0810                          STATION RECOVERY (1988)
 FH0810
 FH0810'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0810'RECOVERED IN GOOD CONDITION.
 FH0810
 FH0810                          STATION RECOVERY (1989)
 FH0810
 FH0810'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0834 ***********************************************************************
 FH0834  DESIGNATION -  E 299
 FH0834  PID         -  FH0834
 FH0834  STATE/COUNTY-  AR/SCOTT
 FH0834  USGS QUAD   -  ABBOTT (1987)
 FH0834
 FH0834                         *CURRENT SURVEY CONTROL
 FH0834  ___________________________________________________________________
 FH0834* NAD 83(1986)-  35 04 28.     (N)    094 12 26.     (W)     SCALED    
 FH0834* NAVD 88     -       195.013  (meters)     639.81   (feet)  ADJUSTED  
 FH0834  ___________________________________________________________________
 FH0834  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FH0834  DYNAMIC HT  -         194.817 (meters)     639.16  (feet)  COMP
 FH0834  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 FH0834
 FH0834  VERT ORDER  -  FIRST     CLASS II
 FH0834
 FH0834.The horizontal coordinates were scaled from a topographic map and have
 FH0834.an estimated accuracy of +/- 6 seconds.
 FH0834
 FH0834.The orthometric height was determined by differential leveling
 FH0834.and adjusted by the National Geodetic Survey in June 1991..
 FH0834
 FH0834.The geoid height was determined by GEOID03.
 FH0834
 FH0834.The dynamic height is computed by dividing the NAVD 88
 FH0834.geopotential number by the normal gravity value computed on the
 FH0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0834.degrees latitude (g = 980.6199 gals.).
 FH0834
 FH0834.The modeled gravity was interpolated from observed gravity values.
 FH0834
 FH0834;                    North         East    Units  Estimated Accuracy
 FH0834;SPC AR N     -    84,480.      198,710.      MT  (+/- 180 meters Scaled)
 FH0834
 FH0834                          SUPERSEDED SURVEY CONTROL
 FH0834
 FH0834.No superseded survey control is available for this station.
 FH0834
 FH0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU899819(NAD 83)
 FH0834_MARKER: I = METAL ROD
 FH0834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0834_SP_SET: STAINLESS STEEL ROD
 FH0834_STAMPING: E 299 1985
 FH0834_MARK LOGO: NGS   
 FH0834_PROJECTION: FLUSH
 FH0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0834+STABILITY: POSITION/ELEVATION WELL
 FH0834_ROD/PIPE-DEPTH: 3.0  meters
 FH0834
 FH0834  HISTORY     - Date     Condition        Report By
 FH0834  HISTORY     - 1985     MONUMENTED       NGS
 FH0834  HISTORY     - 1987     GOOD             USPSQD
 FH0834  HISTORY     - 1987     GOOD             USPSQD
 FH0834  HISTORY     - 1988     GOOD             USPSQD
 FH0834  HISTORY     - 1989     GOOD             USPSQD
 FH0834  HISTORY     - 1990     GOOD             USPSQD
 FH0834
 FH0834                          STATION DESCRIPTION
 FH0834
 FH0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0834'4.4 KM (2.75 MI) EAST FROM MANSFIELD.
 FH0834'4.4 KM (2.75 MI) EASTERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 FH0834'STATE ROUTE 96 LEADING SOUTH IN MANSFIELD, 0.08 KM (0.05 MI) EAST OF A
 FH0834'ROAD LEADING NORTH, SET BETWEEN TWO WITNESS POSTS, 12.7 METERS
 FH0834'(41.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 71, 0.31 METERS (1.0 FT)
 FH0834'NORTH OF A RIGHT-OF-WAY FENCE LINE, 0.55 METERS (1.8 FT) WEST OF A
 FH0834'12-INCH WOOD FENCE POST, 11.3 METERS (37.0 FT) WEST OF A TELEPHONE
 FH0834'POLE, 74.1 METERS (243.0 FT) WEST OF A TELEPHONE JUNCTION BOX, AND
 FH0834'80.8 METERS (265.0 FT) WEST OF THE WEST END OF A BOX CULVERT HEADWALL.
 FH0834'NOTE, DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FH0834'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 FH0834'THE MARK IS 0.61 M BELOW HIGHWAY 71.
 FH0834
 FH0834                          STATION RECOVERY (1987)
 FH0834
 FH0834'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0834'RECOVERED IN GOOD CONDITION.
 FH0834
 FH0834                          STATION RECOVERY (1987)
 FH0834
 FH0834'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0834'RECOVERED IN GOOD CONDITION.
 FH0834
 FH0834                          STATION RECOVERY (1988)
 FH0834
 FH0834'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0834'RECOVERED IN GOOD CONDITION.
 FH0834
 FH0834                          STATION RECOVERY (1989)
 FH0834
 FH0834'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0834'RECOVERED IN GOOD CONDITION.
 FH0834
 FH0834                          STATION RECOVERY (1990)
 FH0834
 FH0834'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0726 ***********************************************************************
 FF0726  DESIGNATION -  E 3
 FF0726  PID         -  FF0726
 FF0726  STATE/COUNTY-  AR/CRAIGHEAD
 FF0726  USGS QUAD   -  BONO (1980)
 FF0726
 FF0726                         *CURRENT SURVEY CONTROL
 FF0726  ___________________________________________________________________
 FF0726* NAD 83(1986)-  35 53 34.     (N)    090 47 30.     (W)     SCALED    
 FF0726* NAVD 88     -        89.277  (meters)     292.90   (feet)  ADJUSTED  
 FF0726  ___________________________________________________________________
 FF0726  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF0726  DYNAMIC HT  -          89.202 (meters)     292.66  (feet)  COMP
 FF0726  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 FF0726
 FF0726  VERT ORDER  -  FIRST     CLASS II
 FF0726
 FF0726.The horizontal coordinates were scaled from a topographic map and have
 FF0726.an estimated accuracy of +/- 6 seconds.
 FF0726
 FF0726.The orthometric height was determined by differential leveling
 FF0726.and adjusted by the National Geodetic Survey in June 1991..
 FF0726
 FF0726.The geoid height was determined by GEOID03.
 FF0726
 FF0726.The dynamic height is computed by dividing the NAVD 88
 FF0726.geopotential number by the normal gravity value computed on the
 FF0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0726.degrees latitude (g = 980.6199 gals.).
 FF0726
 FF0726.The modeled gravity was interpolated from observed gravity values.
 FF0726
 FF0726;                    North         East    Units  Estimated Accuracy
 FF0726;SPC AR N     -   173,680.      509,090.      MT  (+/- 180 meters Scaled)
 FF0726
 FF0726                          SUPERSEDED SURVEY CONTROL
 FF0726
 FF0726  NGVD 29 (??/??/??)   89.190  (m)          292.62   (f) ADJUSTED    1 2
 FF0726
 FF0726.Superseded values are not recommended for survey control.
 FF0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0726.See file dsdata.txt to determine how the superseded data were derived.
 FF0726
 FF0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV993743(NAD 83)
 FF0726_MARKER: DB = BENCH MARK DISK
 FF0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0726_STAMPING: 292.618 E 3 1928
 FF0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0726+STABILITY: SURFACE MOTION
 FF0726
 FF0726  HISTORY     - Date     Condition        Report By
 FF0726  HISTORY     - 1928     MONUMENTED       CGS
 FF0726  HISTORY     - 1941     MARK NOT FOUND   CGS
 FF0726  HISTORY     - 1941     MARK NOT FOUND   CGS
 FF0726
 FF0726                          STATION DESCRIPTION
 FF0726
 FF0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FF0726'1.3 MI SE FROM BONO.
 FF0726'1.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0726'FROM THE CROSSING AT BONO, CRAIGHEAD COUNTY, AT THE SOUTHEAST
 FF0726'CORNER OF THE CROSSING OF THE MAIN ROAD BETWEEN BONO AND U.S.
 FF0726'HIGHWAY 63, 70 FEET SOUTHEAST OF A CROSS-WARNING SIGN, 51 FEET
 FF0726'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET SOUTHWEST OF THE
 FF0726'CENTERLINE OF THE MAIN TRACK, 5.5 FEET NORTH OF THE SOUTH
 FF0726'RIGHT-OF-WAY FENCE, AND 6 FEET LOWER THAN THE TOP OF THE RAIL.  A
 FF0726'STANDARD DISK, STAMPED 292.618 E 3 1928 AND SET IN THE TOP OF A
 FF0726'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  THE ROAD CROSSING
 FF0726'HAS BEEN CHANGED.
 FF0726
 FF0726                          STATION RECOVERY (1941)
 FF0726
 FF0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 FF0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0996 ***********************************************************************
 FG0996  DESIGNATION -  E 30
 FG0996  PID         -  FG0996
 FG0996  STATE/COUNTY-  AR/JOHNSON
 FG0996  USGS QUAD   -  CLARKSVILLE (1993)
 FG0996
 FG0996                         *CURRENT SURVEY CONTROL
 FG0996  ___________________________________________________________________
 FG0996* NAD 83(1986)-  35 26 56.     (N)    093 24 17.     (W)     SCALED    
 FG0996* NAVD 88     -       129.930  (meters)     426.28   (feet)  ADJUSTED  
 FG0996  ___________________________________________________________________
 FG0996  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FG0996  DYNAMIC HT  -         129.810 (meters)     425.88  (feet)  COMP
 FG0996  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 FG0996
 FG0996  VERT ORDER  -  FIRST     CLASS II
 FG0996
 FG0996.The horizontal coordinates were scaled from a topographic map and have
 FG0996.an estimated accuracy of +/- 6 seconds.
 FG0996
 FG0996.The orthometric height was determined by differential leveling
 FG0996.and adjusted by the National Geodetic Survey in June 1991..
 FG0996
 FG0996.The geoid height was determined by GEOID03.
 FG0996
 FG0996.The dynamic height is computed by dividing the NAVD 88
 FG0996.geopotential number by the normal gravity value computed on the
 FG0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0996.degrees latitude (g = 980.6199 gals.).
 FG0996
 FG0996.The modeled gravity was interpolated from observed gravity values.
 FG0996
 FG0996;                    North         East    Units  Estimated Accuracy
 FG0996;SPC AR N     -   124,670.      272,480.      MT  (+/- 180 meters Scaled)
 FG0996
 FG0996                          SUPERSEDED SURVEY CONTROL
 FG0996
 FG0996  NGVD 29 (??/??/92)  129.907  (m)          426.20   (f) ADJ UNCH    1 2
 FG0996
 FG0996.Superseded values are not recommended for survey control.
 FG0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0996.See file dsdata.txt to determine how the superseded data were derived.
 FG0996
 FG0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV632229(NAD 83)
 FG0996_MARKER: DB = BENCH MARK DISK
 FG0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0996_STAMPING: E-30 1932
 FG0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0996+STABILITY: SURFACE MOTION
 FG0996
 FG0996  HISTORY     - Date     Condition        Report By
 FG0996  HISTORY     - 1932     MONUMENTED       CGS
 FG0996  HISTORY     - 1935     GOOD             NGS
 FG0996  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0996
 FG0996                          STATION DESCRIPTION
 FG0996
 FG0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0996'1.1 MI NW FROM LAMAR RAILROAD STATION.
 FG0996'ABOUT 1.1 MILE NORTHWEST OF LAMAR RAILROAD STATION, ALONG MISSOURI
 FG0996'PACIFIC R.R.  58.4 FEET WEST OF SOUTHWEST CONCRETE HEADWALL OF ROAD
 FG0996'CULVERT.  57.8 FEET SOUTHWEST OF FENCE PARALLEL TO TRACK.  35.2 FEET
 FG0996'NORTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.  30 FEET
 FG0996'SOUTHWEST OF ROAD PARALLEL TO TRACK.  8.4 FT. SOUTH OF SECOND
 FG0996'TELEGRAPH POLE SOUTHEAST OF M.P. 439-20.  CONCRETE POST WITH BRONZE
 FG0996'TABLET.
 FG0996
 FG0996                          STATION RECOVERY (1984)
 FG0996
 FG0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0996'SEARCHED FOR AND NOT RECOVERED THIS DATE, ALL MEASUREMENTS
 FG0996'INSUFFICIENT AND GONE EXCEPT RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0694 ***********************************************************************
 EK0694  DESIGNATION -  E 300
 EK0694  PID         -  EK0694
 EK0694  STATE/COUNTY-  AR/SCOTT
 EK0694  USGS QUAD   -  Y CITY (1975)
 EK0694
 EK0694                         *CURRENT SURVEY CONTROL
 EK0694  ___________________________________________________________________
 EK0694* NAD 83(1986)-  34 44 02.     (N)    094 06 24.     (W)     SCALED    
 EK0694* NAVD 88     -       231.376  (meters)     759.11   (feet)  ADJUSTED  
 EK0694  ___________________________________________________________________
 EK0694  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 EK0694  DYNAMIC HT  -         231.132 (meters)     758.31  (feet)  COMP
 EK0694  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 EK0694
 EK0694  VERT ORDER  -  FIRST     CLASS II
 EK0694
 EK0694.The horizontal coordinates were scaled from a topographic map and have
 EK0694.an estimated accuracy of +/- 6 seconds.
 EK0694
 EK0694.The orthometric height was determined by differential leveling
 EK0694.and adjusted by the National Geodetic Survey in June 1991..
 EK0694
 EK0694.The geoid height was determined by GEOID03.
 EK0694
 EK0694.The dynamic height is computed by dividing the NAVD 88
 EK0694.geopotential number by the normal gravity value computed on the
 EK0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0694.degrees latitude (g = 980.6199 gals.).
 EK0694
 EK0694.The modeled gravity was interpolated from observed gravity values.
 EK0694
 EK0694;                    North         East    Units  Estimated Accuracy
 EK0694;SPC AR N     -    46,500.      207,070.      MT  (+/- 180 meters Scaled)
 EK0694
 EK0694                          SUPERSEDED SURVEY CONTROL
 EK0694
 EK0694.No superseded survey control is available for this station.
 EK0694
 EK0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU986440(NAD 83)
 EK0694_MARKER: I = METAL ROD
 EK0694_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0694+WITH SETTING: INFORMATION.
 EK0694_SP_SET: SHALLOW SET METAL ROD
 EK0694_STAMPING: E 300 1985
 EK0694_MARK LOGO: NGS   
 EK0694_PROJECTION: FLUSH
 EK0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0694_ROD/PIPE-DEPTH: 2.4  meters
 EK0694
 EK0694  HISTORY     - Date     Condition        Report By
 EK0694  HISTORY     - 1985     MONUMENTED       NGS
 EK0694  HISTORY     - 1987     GOOD             USPSQD
 EK0694  HISTORY     - 1987     GOOD             USPSQD
 EK0694  HISTORY     - 1988     GOOD             USPSQD
 EK0694  HISTORY     - 1989     GOOD             USPSQD
 EK0694  HISTORY     - 1990     GOOD             USPSQD
 EK0694
 EK0694                          STATION DESCRIPTION
 EK0694
 EK0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0694'11.0 KM (6.8 MI) SOUTH FROM BOLES.
 EK0694'11.0 KM (6.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0694'IN BOLES, AT A DIRT ROAD LEADING NORTH TO FOX MEADOWS, 12.9 METERS
 EK0694'(42.4 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 71, 9.1 METERS
 EK0694'(30.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL (NORTH),
 EK0694'0.31 METERS (1.0 FT) SOUTH-SOUTHEAST OF A FENCE LINE, 4.2 METERS
 EK0694'(13.7 FT) SOUTHWEST OF A CORNER FENCE POST, 2.4 METERS (8.0 FT)
 EK0694'SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBERED 646-14, 4.2 METERS
 EK0694'(13.8 FT) WEST OF A DIRT ROAD STOP SIGN, 1.5 METERS (5.0 FT) SOUTHWEST
 EK0694'OF A 24-INCH MAPLE TREE, AND 5.5 METERS (18.0 FT) NORTHWEST OF THE
 EK0694'WEST END OF A 18-INCH METAL PIPE CULVERT.  NOTE, DRIVEN TO REFUSAL.
 EK0694'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EK0694'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 EK0694
 EK0694                          STATION RECOVERY (1987)
 EK0694
 EK0694'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0694'RECOVERED IN GOOD CONDITION.
 EK0694
 EK0694                          STATION RECOVERY (1987)
 EK0694
 EK0694'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0694'RECOVERED IN GOOD CONDITION.
 EK0694
 EK0694                          STATION RECOVERY (1988)
 EK0694
 EK0694'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0694'RECOVERED IN GOOD CONDITION.
 EK0694
 EK0694                          STATION RECOVERY (1989)
 EK0694
 EK0694'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0694'RECOVERED IN GOOD CONDITION.
 EK0694
 EK0694                          STATION RECOVERY (1990)
 EK0694
 EK0694'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0721 ***********************************************************************
 EK0721  DESIGNATION -  E 301
 EK0721  PID         -  EK0721
 EK0721  STATE/COUNTY-  AR/POLK
 EK0721  USGS QUAD   -  POTTER (1979)
 EK0721
 EK0721                         *CURRENT SURVEY CONTROL
 EK0721  ___________________________________________________________________
 EK0721* NAD 83(1986)-  34 30 18.     (N)    094 21 20.     (W)     SCALED    
 EK0721* NAVD 88     -       301.001  (meters)     987.53   (feet)  ADJUSTED  
 EK0721  ___________________________________________________________________
 EK0721  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 EK0721  DYNAMIC HT  -         300.674 (meters)     986.46  (feet)  COMP
 EK0721  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 EK0721
 EK0721  VERT ORDER  -  FIRST     CLASS II
 EK0721
 EK0721.The horizontal coordinates were scaled from a topographic map and have
 EK0721.an estimated accuracy of +/- 6 seconds.
 EK0721
 EK0721.The orthometric height was determined by differential leveling
 EK0721.and adjusted by the National Geodetic Survey in June 1991..
 EK0721
 EK0721.The geoid height was determined by GEOID03.
 EK0721
 EK0721.The dynamic height is computed by dividing the NAVD 88
 EK0721.geopotential number by the normal gravity value computed on the
 EK0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0721.degrees latitude (g = 980.6199 gals.).
 EK0721
 EK0721.The modeled gravity was interpolated from observed gravity values.
 EK0721
 EK0721;                    North         East    Units  Estimated Accuracy
 EK0721;SPC AR S     -   606,390.      183,710.      MT  (+/- 180 meters Scaled)
 EK0721
 EK0721                          SUPERSEDED SURVEY CONTROL
 EK0721
 EK0721.No superseded survey control is available for this station.
 EK0721
 EK0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU755189(NAD 83)
 EK0721_MARKER: I = METAL ROD
 EK0721_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0721+WITH SETTING: INFORMATION.
 EK0721_SP_SET: SHALLOW SET METAL ROD
 EK0721_STAMPING: E 301 1985
 EK0721_MARK LOGO: NGS   
 EK0721_PROJECTION: FLUSH
 EK0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0721+STABILITY: POSITION/ELEVATION WELL
 EK0721_ROD/PIPE-DEPTH: 1.8  meters
 EK0721
 EK0721  HISTORY     - Date     Condition        Report By
 EK0721  HISTORY     - 1985     MONUMENTED       NGS
 EK0721  HISTORY     - 1987     GOOD             USPSQD
 EK0721  HISTORY     - 1987     GOOD             USPSQD
 EK0721  HISTORY     - 1989     GOOD             USPSQD
 EK0721  HISTORY     - 1990     GOOD             USPSQD
 EK0721
 EK0721                          STATION DESCRIPTION
 EK0721
 EK0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0721'15.5 KM (9.6 MI) SW FROM MENA.
 EK0721'15.5 KM (9.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0721'SOUTHERN RAILROAD STATION IN MENA, AT AN ASPHALT ROAD LEADING
 EK0721'SOUTH-SOUTHEAST, 19.2 METERS (63.0 FT) SOUTHEAST OF THE CENTERLINE OF
 EK0721'THE HIGHWAY (SLOPE MEASUREMENT), 11.3 METERS (37.0 FT) NORTHEAST OF
 EK0721'THE APPROXIMATE CENTER OF AN ASPHALT ROAD LEADING SOUTHEAST (SLOPE
 EK0721'MEASUREMENT), 2.7 METERS (9.0 FT) SOUTHEAST OF A TELEPHONE JUNCTION
 EK0721'BOX NUMBERED B-11, 0.85 METERS (2.8 FT) SOUTHWEST OF A FENCE,
 EK0721'0.85 METERS (2.8 FT) SOUTHEAST OF THE SOUTHEAST LEG OF A SIGN (BOBS
 EK0721'AUTO SERVICE), AND 5.3 METERS (17.3 FT) NORTH OF A STOP SIGN.  NOTE,
 EK0721'DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 EK0721'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 EK0721'THE MARK IS 1.3 M ABOVE HIGHWAY 71.
 EK0721
 EK0721                          STATION RECOVERY (1987)
 EK0721
 EK0721'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0721'RECOVERED IN GOOD CONDITION.
 EK0721
 EK0721                          STATION RECOVERY (1987)
 EK0721
 EK0721'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0721'RECOVERED IN GOOD CONDITION.
 EK0721
 EK0721                          STATION RECOVERY (1989)
 EK0721
 EK0721'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0721'RECOVERED IN GOOD CONDITION.
 EK0721
 EK0721                          STATION RECOVERY (1990)
 EK0721
 EK0721'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0745 ***********************************************************************
 EK0745  DESIGNATION -  E 302
 EK0745  PID         -  EK0745
 EK0745  STATE/COUNTY-  AR/POLK
 EK0745  USGS QUAD   -  GILLHAM (1964)
 EK0745
 EK0745                         *CURRENT SURVEY CONTROL
 EK0745  ___________________________________________________________________
 EK0745* NAD 83(1986)-  34 13 06.     (N)    094 19 04.     (W)     SCALED    
 EK0745* NAVD 88     -       243.777  (meters)     799.79   (feet)  ADJUSTED  
 EK0745  ___________________________________________________________________
 EK0745  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EK0745  DYNAMIC HT  -         243.527 (meters)     798.97  (feet)  COMP
 EK0745  MODELED GRAV-     979,603.2   (mgal)                       NAVD 88
 EK0745
 EK0745  VERT ORDER  -  FIRST     CLASS II
 EK0745
 EK0745.The horizontal coordinates were scaled from a topographic map and have
 EK0745.an estimated accuracy of +/- 6 seconds.
 EK0745
 EK0745.The orthometric height was determined by differential leveling
 EK0745.and adjusted by the National Geodetic Survey in June 1991..
 EK0745
 EK0745.The geoid height was determined by GEOID03.
 EK0745
 EK0745.The dynamic height is computed by dividing the NAVD 88
 EK0745.geopotential number by the normal gravity value computed on the
 EK0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0745.degrees latitude (g = 980.6199 gals.).
 EK0745
 EK0745.The modeled gravity was interpolated from observed gravity values.
 EK0745
 EK0745;                    North         East    Units  Estimated Accuracy
 EK0745;SPC AR S     -   574,520.      186,460.      MT  (+/- 180 meters Scaled)
 EK0745
 EK0745                          SUPERSEDED SURVEY CONTROL
 EK0745
 EK0745.No superseded survey control is available for this station.
 EK0745
 EK0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT786871(NAD 83)
 EK0745_MARKER: DB = BENCH MARK DISK
 EK0745_SETTING: 66 = SET IN ROCK OUTCROP
 EK0745_SP_SET: ROCK OUTCROP
 EK0745_STAMPING: E 302 1985
 EK0745_MARK LOGO: NGS   
 EK0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0745+STABILITY: POSITION/ELEVATION WELL
 EK0745
 EK0745  HISTORY     - Date     Condition        Report By
 EK0745  HISTORY     - 1985     MONUMENTED       NGS
 EK0745  HISTORY     - 1988     GOOD             USPSQD
 EK0745  HISTORY     - 1989     GOOD             USPSQD
 EK0745  HISTORY     - 1990     GOOD             USPSQD
 EK0745
 EK0745                          STATION DESCRIPTION
 EK0745
 EK0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0745'2.64 KM (1.65 MI) SOUTH FROM GRANNIS.
 EK0745'2.64 KM (1.65 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0745'GRANNIS, SET IN TOP AND 6-INCHES FROM THE WEST EDGE OF A 2 BY 3 FEET
 EK0745'OUTCROP PROJECTING 4-INCHES, 11.58 METERS (38.0 FT) WEST OF THE
 EK0745'CENTERLINE OF THE HIGHWAY, 24.38 METERS (80.0 FT) SOUTH OF THE CENTER
 EK0745'OF THE ENTRANCE GRAVEL DRIVEWAY LEADING NORTHWEST UPHILL, AND
 EK0745'2.44 METERS (8.0 FT) EAST OF THE WEST EDGE OF A STEEP 8-FEET BANK.
 EK0745'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EK0745'THE MARK IS 0.3 M ABOVE HIGHWAY.
 EK0745
 EK0745                          STATION RECOVERY (1988)
 EK0745
 EK0745'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0745'RECOVERED IN GOOD CONDITION.
 EK0745
 EK0745                          STATION RECOVERY (1989)
 EK0745
 EK0745'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0745'RECOVERED IN GOOD CONDITION.
 EK0745
 EK0745                          STATION RECOVERY (1990)
 EK0745
 EK0745'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1056 ***********************************************************************
 DM1056  DESIGNATION -  E 303
 DM1056  PID         -  DM1056
 DM1056  STATE/COUNTY-  AR/SEVIER
 DM1056  USGS QUAD   -  CERROGORDO (1975)
 DM1056
 DM1056                         *CURRENT SURVEY CONTROL
 DM1056  ___________________________________________________________________
 DM1056* NAD 83(1986)-  33 55 14.     (N)    094 23 12.     (W)     SCALED    
 DM1056* NAVD 88     -        96.652  (meters)     317.10   (feet)  ADJUSTED  
 DM1056  ___________________________________________________________________
 DM1056  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DM1056  DYNAMIC HT  -          96.553 (meters)     316.77  (feet)  COMP
 DM1056  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 DM1056
 DM1056  VERT ORDER  -  FIRST     CLASS II
 DM1056
 DM1056.The horizontal coordinates were scaled from a topographic map and have
 DM1056.an estimated accuracy of +/- 6 seconds.
 DM1056
 DM1056.The orthometric height was determined by differential leveling
 DM1056.and adjusted by the National Geodetic Survey in June 1991..
 DM1056
 DM1056.The geoid height was determined by GEOID03.
 DM1056
 DM1056.The dynamic height is computed by dividing the NAVD 88
 DM1056.geopotential number by the normal gravity value computed on the
 DM1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1056.degrees latitude (g = 980.6199 gals.).
 DM1056
 DM1056.The modeled gravity was interpolated from observed gravity values.
 DM1056
 DM1056;                    North         East    Units  Estimated Accuracy
 DM1056;SPC AR S     -   541,640.      179,340.      MT  (+/- 180 meters Scaled)
 DM1056
 DM1056                          SUPERSEDED SURVEY CONTROL
 DM1056
 DM1056.No superseded survey control is available for this station.
 DM1056
 DM1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT718542(NAD 83)
 DM1056_MARKER: DB = BENCH MARK DISK
 DM1056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1056_SP_SET: BRIDGE ABUTMENT
 DM1056_STAMPING: E 303 1985
 DM1056_MARK LOGO: NGS   
 DM1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1056
 DM1056  HISTORY     - Date     Condition        Report By
 DM1056  HISTORY     - 1985     MONUMENTED       NGS
 DM1056  HISTORY     - 1987     GOOD             USPSQD
 DM1056  HISTORY     - 1988     GOOD             USPSQD
 DM1056  HISTORY     - 1989     GOOD             USPSQD
 DM1056  HISTORY     - 1990     GOOD             USPSQD
 DM1056  HISTORY     - 19920823 GOOD             USPSQD
 DM1056
 DM1056                          STATION DESCRIPTION
 DM1056
 DM1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1056'3.7 KM (2.3 MI) SOUTH FROM HORATIO.
 DM1056'3.7 KM (2.3 MI) SOUTH ALONG STATE ROUTE 41 FROM THE POST OFFICE IN
 DM1056'HORATIO, SET IN TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF
 DM1056'THE HIGHWAY 41 BRIDGE OVER THE LITTLE RIVER, AND 5.2 METERS (17.2 FT)
 DM1056'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DM1056'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1056
 DM1056                          STATION RECOVERY (1987)
 DM1056
 DM1056'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1056'RECOVERED IN GOOD CONDITION.
 DM1056
 DM1056                          STATION RECOVERY (1988)
 DM1056
 DM1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1056'RECOVERED IN GOOD CONDITION.
 DM1056
 DM1056                          STATION RECOVERY (1989)
 DM1056
 DM1056'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1056'RECOVERED IN GOOD CONDITION.
 DM1056
 DM1056                          STATION RECOVERY (1990)
 DM1056
 DM1056'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1056'RECOVERED IN GOOD CONDITION.
 DM1056
 DM1056                          STATION RECOVERY (1992)
 DM1056
 DM1056'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1083 ***********************************************************************
 DM1083  DESIGNATION -  E 304
 DM1083  PID         -  DM1083
 DM1083  STATE/COUNTY-  AR/LITTLE RIVER
 DM1083  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1083
 DM1083                         *CURRENT SURVEY CONTROL
 DM1083  ___________________________________________________________________
 DM1083* NAD 83(1986)-  33 42 40.     (N)    094 08 49.     (W)     SCALED    
 DM1083* NAVD 88     -        94.061  (meters)     308.60   (feet)  ADJUSTED  
 DM1083  ___________________________________________________________________
 DM1083  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DM1083  DYNAMIC HT  -          93.964 (meters)     308.28  (feet)  COMP
 DM1083  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 DM1083
 DM1083  VERT ORDER  -  FIRST     CLASS II
 DM1083
 DM1083.The horizontal coordinates were scaled from a topographic map and have
 DM1083.an estimated accuracy of +/- 6 seconds.
 DM1083
 DM1083.The orthometric height was determined by differential leveling
 DM1083.and adjusted by the National Geodetic Survey in June 1991..
 DM1083
 DM1083.The geoid height was determined by GEOID03.
 DM1083
 DM1083.The dynamic height is computed by dividing the NAVD 88
 DM1083.geopotential number by the normal gravity value computed on the
 DM1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1083.degrees latitude (g = 980.6199 gals.).
 DM1083
 DM1083.The modeled gravity was interpolated from observed gravity values.
 DM1083
 DM1083;                    North         East    Units  Estimated Accuracy
 DM1083;SPC AR S     -   517,930.      201,010.      MT  (+/- 180 meters Scaled)
 DM1083
 DM1083                          SUPERSEDED SURVEY CONTROL
 DM1083
 DM1083.No superseded survey control is available for this station.
 DM1083
 DM1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT937307(NAD 83)
 DM1083_MARKER: DB = BENCH MARK DISK
 DM1083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1083_SP_SET: CULVERT HEADWALL
 DM1083_STAMPING: E 304 1985
 DM1083_MARK LOGO: NGS   
 DM1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1083
 DM1083  HISTORY     - Date     Condition        Report By
 DM1083  HISTORY     - 1985     MONUMENTED       NGS
 DM1083  HISTORY     - 1987     GOOD             USPSQD
 DM1083  HISTORY     - 1988     GOOD             USPSQD
 DM1083  HISTORY     - 1989     GOOD             USPSQD
 DM1083  HISTORY     - 1990     GOOD             USPSQD
 DM1083  HISTORY     - 19920823 GOOD             USPSQD
 DM1083  HISTORY     - 19971025 GOOD             USPSQD
 DM1083
 DM1083                          STATION DESCRIPTION
 DM1083
 DM1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1083'3.5 KM (2.2 MI) SOUTH FROM WILTON.
 DM1083'3.5 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF STATE
 DM1083'ROUTE 234 AND THE POST OFFICE IN WILTON, SET IN TOP OF THE SOUTH END
 DM1083'OF THE WEST HEADWALL OF A 11-FEET BOX CULVERT UNDER THE HIGHWAY, ALSO
 DM1083'4.6 KM (2.85 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 DM1083'STATE ROUTE 32 WEST IN ASHDOWN, AND 7.3 METERS (24.0 FT) WEST OF THE
 DM1083'CENTERLINE OF THE HIGHWAY.
 DM1083'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 DM1083
 DM1083                          STATION RECOVERY (1987)
 DM1083
 DM1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1083'RECOVERED IN GOOD CONDITION.
 DM1083
 DM1083                          STATION RECOVERY (1988)
 DM1083
 DM1083'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1083'RECOVERED IN GOOD CONDITION.
 DM1083
 DM1083                          STATION RECOVERY (1989)
 DM1083
 DM1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1083'RECOVERED IN GOOD CONDITION.
 DM1083
 DM1083                          STATION RECOVERY (1990)
 DM1083
 DM1083'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1083'RECOVERED IN GOOD CONDITION.
 DM1083
 DM1083                          STATION RECOVERY (1992)
 DM1083
 DM1083'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1083'RECOVERED IN GOOD CONDITION.
 DM1083
 DM1083                          STATION RECOVERY (1997)
 DM1083
 DM1083'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2614 ***********************************************************************
 EH2614  DESIGNATION -  E 305
 EH2614  PID         -  EH2614
 EH2614  STATE/COUNTY-  AR/PHILLIPS
 EH2614  USGS QUAD   -  FRIARS POINT NW (1964)
 EH2614
 EH2614                         *CURRENT SURVEY CONTROL
 EH2614  ___________________________________________________________________
 EH2614* NAD 83(1997)-  34 23 41.11483(N)    090 42 38.39734(W)     ADJUSTED  
 EH2614* NAVD 88     -        53.237  (meters)     174.66   (feet)  ADJUSTED  
 EH2614  ___________________________________________________________________
 EH2614  X           -     -65,348.053 (meters)                     COMP
 EH2614  Y           -  -5,268,263.855 (meters)                     COMP
 EH2614  Z           -   3,582,679.188 (meters)                     COMP
 EH2614  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 EH2614  ELLIP HEIGHT-          26.50  (meters)          (09/14/99) GPS OBS
 EH2614  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2614  DYNAMIC HT  -          53.185 (meters)     174.49  (feet)  COMP
 EH2614  MODELED GRAV-     979,655.3   (mgal)                       NAVD 88
 EH2614
 EH2614  HORZ ORDER  -  SECOND
 EH2614  VERT ORDER  -  FIRST     CLASS II
 EH2614  ELLP ORDER  -  FOURTH    CLASS I
 EH2614
 EH2614.The horizontal coordinates were established by GPS observations
 EH2614.and adjusted by the National Geodetic Survey in September 1999..
 EH2614
 EH2614.The orthometric height was determined by differential leveling
 EH2614.and adjusted by the National Geodetic Survey in June 1991..
 EH2614
 EH2614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2614
 EH2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2614
 EH2614.The ellipsoidal height was determined by GPS observations
 EH2614.and is referenced to NAD 83.
 EH2614
 EH2614.The geoid height was determined by GEOID03.
 EH2614
 EH2614.The dynamic height is computed by dividing the NAVD 88
 EH2614.geopotential number by the normal gravity value computed on the
 EH2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2614.degrees latitude (g = 980.6199 gals.).
 EH2614
 EH2614.The modeled gravity was interpolated from observed gravity values.
 EH2614
 EH2614;                    North         East     Units Scale Factor Converg.
 EH2614;SPC AR S     -   592,414.532   518,550.563   MT  0.99993818   +0 43 17.9
 EH2614;SPC AR S     - 1,943,613.34  1,701,277.97   sFT  0.99993818   +0 43 17.9
 EH2614;SPC MS W     -   542,798.046   665,303.933   MT  0.99996483   -0 12 47.4
 EH2614;SPC MS W     - 1,780,829.92  2,182,751.32   sFT  0.99996483   -0 12 47.4
 EH2614;UTM  15      - 3,808,302.760   710,452.488   MT  1.00014596   +1 17 37.3
 EH2614
 EH2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2614!SPC AR S     -   0.99999584  x   0.99993818  =   0.99993402
 EH2614!SPC MS W     -   0.99999584  x   0.99996483  =   0.99996067
 EH2614!UTM  15      -   0.99999584  x   1.00014596  =   1.00014180
 EH2614
 EH2614                          SUPERSEDED SURVEY CONTROL
 EH2614
 EH2614  NAD 83(1997)-  34 23 41.11514(N)    090 42 38.39707(W) AD(       ) 2
 EH2614  NAD 83(1986)-  34 23 41.12323(N)    090 42 38.39608(W) AD(       ) 2
 EH2614  NGVD 29 (??/??/??)   53.279  (m)          174.80   (f) ADJUSTED    1 2
 EH2614
 EH2614.Superseded values are not recommended for survey control.
 EH2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2614.See file dsdata.txt to determine how the superseded data were derived.
 EH2614
 EH2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1045208303(NAD 83)
 EH2614_MARKER: I = METAL ROD
 EH2614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2614_SP_SET: STAINLESS STEEL ROD
 EH2614_STAMPING: E 305 1985
 EH2614_MARK LOGO: NGS   
 EH2614_PROJECTION: FLUSH
 EH2614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2614+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH2614_ROD/PIPE-DEPTH: 23.2 meters
 EH2614
 EH2614  HISTORY     - Date     Condition        Report By
 EH2614  HISTORY     - 1985     MONUMENTED       NGS
 EH2614  HISTORY     - 1985     GOOD             NGS
 EH2614  HISTORY     - 20001010 MARK NOT FOUND   USE
 EH2614
 EH2614                          STATION DESCRIPTION
 EH2614
 EH2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2614'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) SOUTHWEST OF HELENA,
 EH2614'7.3 KM (4.5 MI) EAST-SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 44
 EH2614'AND 85 NEAR LAKE VIEW.  ON THE TOP MAIN LEVEE ALONG THE MISSISSIPPI
 EH2614'RIVER, IN T 3 S, R 4 E, NORTH EDGE SECTION 32.  OWNERSHIP--HELENA
 EH2614'IMPROVEMENT DISTRICT, C/O ROSCOPE AND HIGGINS, P.A., PO BOX 610,
 EH2614'HELENA AR 72342, PHONE 501-338-3438.
 EH2614'
 EH2614'TO REACH FROM THE JUNCTION OF US HIGHWAY 49 AND STATE HIGHWAY 20
 EH2614'AND 44 AT THE SOUTH EDGE OF HELENA, GO SOUTH ON HIGHWAYS 20 AND 44
 EH2614'FOR 0.32 KM (0.2 MI) TO A ROAD RIGHT.  CONTNUE SOUTH ON HIGHWAY 20
 EH2614'FOR 9.75 KM (6.0 MI) TO ITS JUNCTION WITH STATE HIGHWAY 20
 EH2614'SPUR ON THE LEFT.  TURN LEFT, SOUTHEAST, ON HIGHWAY 20 SPUR
 EH2614'FOR 3.1 KM (1.95 MI) TO ITS JUNCTION WITH THE LEVEE ROAD.  TURN RIGHT,
 EH2614'SOUTHWEST, ON THE LEVEE ROAD FOR 5.85 KM (3.65 MI) TO A CATTLE GUARD
 EH2614'AND M 220 ON THE RIGHT.  CONTINUE AHEAD FOR 0.56 KM (0.45 MI) TO A
 EH2614'RAMP RIGHT LEADING TO CATTLE PENS.  BEAR RIGHT, SOUTHWEST ON THE
 EH2614'RAMP ROAD FOR 0.19 KM (0.1 MI) TO A CATTLE GUARD AND STATION
 EH2614'ON THE LEFT.
 EH2614'
 EH2614'STATION MARK, A STANDARD NGS BENCH MARK DATUM POINT CRIMPED TO A
 EH2614'STEEL ROD ENCASED IN A VINYL PIPE AND LOGO CAP IS FLUSH WITH THE
 EH2614'GROUND.  IT IS AT A FENCE OFFSET, 15.2 METERS SOUTH OF THE CENTER
 EH2614'OF A CATTLE GUARD, 5.2 METERS EAST-NORTHEAST OF A T-FENCE CORNER,
 EH2614'3.0 METERS NORTHWEST OF A FENCE CORNER, 3.9 METERS EAST OF A
 EH2614'FIBERGLASS WITNESS POST IN THE FENCE LINE AND 87.9 METERS (SLOPE)
 EH2614'NORTH-NORTHEAST OF THE LEVEE ROAD CENTER.
 EH2614'
 EH2614'THIS STATION IS INTERVISIBLE WITH M 220.
 EH2614
 EH2614                          STATION RECOVERY (1985)
 EH2614
 EH2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2614'25.4 KM (15.75 MI) SOUT FROM HELENA.
 EH2614'25.4 KM (15.75 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE EAST
 EH2614'END OF PERRY STREET IN HELENA, 21.7 KM (13.45 MI) SOUTH OF THE
 EH2614'CROSSING OF U.S. HIGHWAY 49 AND THE WEST END OF THE MISSISSIPPI RIVER
 EH2614'TOLL BRIDGE, NEAR THE TOE OF THE LEVEE, AT A DIRT ROAD LEADING
 EH2614'NORTH-NORTHEAST TO TRIANGULATION STATION WALL, IN A FENCE LINE OFFSET,
 EH2614'81.7 METERS (268.0 FT) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF
 EH2614'THE TOP OF THE LEVEE (SLOPE MEASUREMENT), 15.2 METERS (50.0 FT)
 EH2614'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD NORTH AND
 EH2614'THE CATTLE GUARD, 3.9 METERS (12.8 FT) SOUTH OF A FENCE LINE,
 EH2614'2.0 METERS (6.7 FT) EAST OF A FENCE LINE, AND 5.3 METERS (17.3 FT)
 EH2614'SOUTHEAST OF A CORNER FENCE POST IN THE OFFSET.  NOTE, DRIVEN TO
 EH2614'REQUIRED DEPTH.
 EH2614'THE MARK IS 3.8 METERS  S FROM A WITNESS POST.
 EH2614'THE MARK IS 0.15 M BELOW CATTLE GUARD.
 EH2614
 EH2614                          STATION RECOVERY (2000)
 EH2614
 EH2614'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2614'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1161 ***********************************************************************
 DM1161  DESIGNATION -  E 307
 DM1161  PID         -  DM1161
 DM1161  STATE/COUNTY-  AR/MILLER
 DM1161  USGS QUAD   -  TEXARKANA (1975)
 DM1161
 DM1161                         *CURRENT SURVEY CONTROL
 DM1161  ___________________________________________________________________
 DM1161* NAD 83(1986)-  33 25 52.     (N)    094 01 58.     (W)     SCALED    
 DM1161* NAVD 88     -        94.987  (meters)     311.64   (feet)  ADJUSTED  
 DM1161  ___________________________________________________________________
 DM1161  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM1161  DYNAMIC HT  -          94.886 (meters)     311.31  (feet)  COMP
 DM1161  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DM1161
 DM1161  VERT ORDER  -  FIRST     CLASS II
 DM1161
 DM1161.The horizontal coordinates were scaled from a topographic map and have
 DM1161.an estimated accuracy of +/- 6 seconds.
 DM1161
 DM1161.The orthometric height was determined by differential leveling
 DM1161.and adjusted by the National Geodetic Survey in June 1991..
 DM1161
 DM1161.The geoid height was determined by GEOID03.
 DM1161
 DM1161.The dynamic height is computed by dividing the NAVD 88
 DM1161.geopotential number by the normal gravity value computed on the
 DM1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1161.degrees latitude (g = 980.6199 gals.).
 DM1161
 DM1161.The modeled gravity was interpolated from observed gravity values.
 DM1161
 DM1161;                    North         East    Units  Estimated Accuracy
 DM1161;SPC AR S     -   486,660.      210,980.      MT  (+/- 180 meters Scaled)
 DM1161
 DM1161                          SUPERSEDED SURVEY CONTROL
 DM1161
 DM1161.No superseded survey control is available for this station.
 DM1161
 DM1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS039995(NAD 83)
 DM1161_MARKER: I = METAL ROD
 DM1161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1161_SP_SET: STAINLESS STEEL ROD
 DM1161_STAMPING: E 307 1985
 DM1161_MARK LOGO: NGS   
 DM1161_PROJECTION: RECESSED 1 CENTIMETERS
 DM1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1161_ROD/PIPE-DEPTH: 12.5 meters
 DM1161
 DM1161  HISTORY     - Date     Condition        Report By
 DM1161  HISTORY     - 1985     MONUMENTED       NGS
 DM1161  HISTORY     - 19971025 GOOD             USPSQD
 DM1161
 DM1161                          STATION DESCRIPTION
 DM1161
 DM1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1161'IN TEXARKANA.
 DM1161'IN TEXARKANA, AT THE INTERSECTION OF EAST 9TH STREET AND GRAND
 DM1161'AVENUE, 12.8 M (42.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 DM1161'LANES OF THE STREET, 5.1 M (16.7 FT) WEST OF THE CENTER OF THE
 DM1161'AVENUE, 4.8 M (15.7 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A
 DM1161'BUILDING, 1.3 M (4.3 FT) WEST OF A CURB, AND 0.8 M (2.6 FT) NORTH OF
 DM1161'UTILITY POLE NUMBER 36444.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1161'THROUGH A 5-INCH LOGO CAP.
 DM1161'THE MARK IS 0.3 M ABOVE THE AVENUE.
 DM1161
 DM1161                          STATION RECOVERY (1997)
 DM1161
 DM1161'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1100 ***********************************************************************
 DM1100  DESIGNATION -  E 308
 DM1100  PID         -  DM1100
 DM1100  STATE/COUNTY-  AR/LITTLE RIVER
 DM1100  USGS QUAD   -  FOREMAN (1975)
 DM1100
 DM1100                         *CURRENT SURVEY CONTROL
 DM1100  ___________________________________________________________________
 DM1100* NAD 83(1986)-  33 41 40.     (N)    094 23 35.     (W)     SCALED    
 DM1100* NAVD 88     -       133.575  (meters)     438.24   (feet)  ADJUSTED  
 DM1100  ___________________________________________________________________
 DM1100  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DM1100  DYNAMIC HT  -         133.437 (meters)     437.78  (feet)  COMP
 DM1100  MODELED GRAV-     979,598.8   (mgal)                       NAVD 88
 DM1100
 DM1100  VERT ORDER  -  FIRST     CLASS II
 DM1100
 DM1100.The horizontal coordinates were scaled from a topographic map and have
 DM1100.an estimated accuracy of +/- 6 seconds.
 DM1100
 DM1100.The orthometric height was determined by differential leveling
 DM1100.and adjusted by the National Geodetic Survey in June 1991..
 DM1100
 DM1100.The geoid height was determined by GEOID03.
 DM1100
 DM1100.The dynamic height is computed by dividing the NAVD 88
 DM1100.geopotential number by the normal gravity value computed on the
 DM1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1100.degrees latitude (g = 980.6199 gals.).
 DM1100
 DM1100.The modeled gravity was interpolated from observed gravity values.
 DM1100
 DM1100;                    North         East    Units  Estimated Accuracy
 DM1100;SPC AR S     -   516,590.      178,160.      MT  (+/- 180 meters Scaled)
 DM1100
 DM1100                          SUPERSEDED SURVEY CONTROL
 DM1100
 DM1100.No superseded survey control is available for this station.
 DM1100
 DM1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT708291(NAD 83)
 DM1100_MARKER: I = METAL ROD
 DM1100_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1100_SP_SET: STAINLESS STEEL ROD
 DM1100_STAMPING: E 308 1986
 DM1100_MARK LOGO: NGS   
 DM1100_PROJECTION: FLUSH
 DM1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1100_ROD/PIPE-DEPTH: 4.3  meters
 DM1100
 DM1100  HISTORY     - Date     Condition        Report By
 DM1100  HISTORY     - 1986     MONUMENTED       NGS
 DM1100
 DM1100                          STATION DESCRIPTION
 DM1100
 DM1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1100'2.9 KM (1.8 MI) SE FROM FOREMAN.
 DM1100'2.9 KM (1.8 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST
 DM1100'JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN, 21.4 M (70.2 FT) WEST OF
 DM1100'THE CENTERLINE OF THE HIGHWAY, 9.3 M (30.5 FT) SOUTH OF THE CENTER OF
 DM1100'A GATE AND FIELD ENTRANCE, 9.0 M (29.5 FT) NORTH OF THE CENTER OF THE
 DM1100'NORTH ENTRANCE TO A ROADSIDE PARK, 1.0 M (3.3 FT) EAST OF A FENCE
 DM1100'CORNER, AND 0.8 M (2.6 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO
 DM1100'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1100'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 DM1100'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0910 ***********************************************************************
 GG0910  DESIGNATION -  E 309
 GG0910  PID         -  GG0910
 GG0910  STATE/COUNTY-  AR/WASHINGTON
 GG0910  USGS QUAD   -  SPRINGDALE (1994)
 GG0910
 GG0910                         *CURRENT SURVEY CONTROL
 GG0910  ___________________________________________________________________
 GG0910* NAD 83(1986)-  36 10 40.     (N)    094 07 52.     (W)     SCALED    
 GG0910* NAVD 88     -       406.643  (meters)    1334.13   (feet)  ADJUSTED  
 GG0910  ___________________________________________________________________
 GG0910  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0910  DYNAMIC HT  -         406.280 (meters)    1332.94  (feet)  COMP
 GG0910  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 GG0910
 GG0910  VERT ORDER  -  FIRST     CLASS II
 GG0910
 GG0910.The horizontal coordinates were scaled from a topographic map and have
 GG0910.an estimated accuracy of +/- 6 seconds.
 GG0910
 GG0910.The orthometric height was determined by differential leveling
 GG0910.and adjusted by the National Geodetic Survey in June 1991..
 GG0910
 GG0910.The geoid height was determined by GEOID03.
 GG0910
 GG0910.The dynamic height is computed by dividing the NAVD 88
 GG0910.geopotential number by the normal gravity value computed on the
 GG0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0910.degrees latitude (g = 980.6199 gals.).
 GG0910
 GG0910.The modeled gravity was interpolated from observed gravity values.
 GG0910
 GG0910;                    North         East    Units  Estimated Accuracy
 GG0910;SPC AR N     -   206,710.      208,300.      MT  (+/- 180 meters Scaled)
 GG0910
 GG0910                          SUPERSEDED SURVEY CONTROL
 GG0910
 GG0910  NGVD 29 (10/05/93)  406.485  (m)         1333.61   (f) ADJUSTED    1 2
 GG0910
 GG0910.Superseded values are not recommended for survey control.
 GG0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0910.See file dsdata.txt to determine how the superseded data were derived.
 GG0910
 GG0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA982042(NAD 83)
 GG0910_MARKER: I = METAL ROD
 GG0910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0910_SP_SET: STAINLESS STEEL ROD
 GG0910_STAMPING: E 309 1989
 GG0910_MARK LOGO: NGS   
 GG0910_PROJECTION: FLUSH
 GG0910_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0910+STABILITY: POSITION/ELEVATION WELL
 GG0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0910+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 GG0910_ROD/PIPE-DEPTH: 4.6  meters
 GG0910
 GG0910  HISTORY     - Date     Condition        Report By
 GG0910  HISTORY     - 1989     MONUMENTED       NGS
 GG0910  HISTORY     - 20040928 GOOD             ARHD
 GG0910  HISTORY     - 20050226 GOOD             AANDKS
 GG0910
 GG0910                          STATION DESCRIPTION
 GG0910
 GG0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0910'IN SPRINGDALE, AT THE INTERSECTION OF CAUDLE AVENUE AND THE ARKANSAS
 GG0910'AND MISSOURI RAILROAD, 8.0 M (26.2 FT) NORTHEAST OF THE CENTER OF THE
 GG0910'AVENUE, 6.3 M (20.7 FT) SOUTHEAST OF THE NEAR RAIL, 0.7 M (2.3 FT)
 GG0910'NORTHWEST OF UTILITY POLE NUMBER 25349, AND 0.3 M (1.0 FT) BELOW THE
 GG0910'LEVEL OF THE TRACK.
 GG0910
 GG0910                          STATION RECOVERY (2004)
 GG0910
 GG0910'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 GG0910'STATION IS N OF CAUDLE ST.AND NNW OF THE JUNCTION OF CAUDLE AND TURNER
 GG0910'STREETS AND WSW OF POLE NUMBER 84361.
 GG0910
 GG0910                          STATION RECOVERY (2005)
 GG0910
 GG0910'RECOVERY NOTE BY A AND K SURVEYING 2005 (KLD)
 GG0910'RECOVERED IN GOOD CONDITION. DESCRIPTION SHOULD READ= CAUDLE AVENUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0052 ***********************************************************************
 DM0052  DESIGNATION -  E 31
 DM0052  PID         -  DM0052
 DM0052  STATE/COUNTY-  AR/LITTLE RIVER
 DM0052  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0052
 DM0052                         *CURRENT SURVEY CONTROL
 DM0052  ___________________________________________________________________
 DM0052* NAD 83(1986)-  33 40 46.     (N)    094 12 46.     (W)     SCALED    
 DM0052* NAVD 88     -       100.448  (meters)     329.55   (feet)  ADJUSTED  
 DM0052  ___________________________________________________________________
 DM0052  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DM0052  DYNAMIC HT  -         100.343 (meters)     329.21  (feet)  COMP
 DM0052  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 DM0052
 DM0052  VERT ORDER  -  FIRST     CLASS II
 DM0052
 DM0052.The horizontal coordinates were scaled from a topographic map and have
 DM0052.an estimated accuracy of +/- 6 seconds.
 DM0052
 DM0052.The orthometric height was determined by differential leveling
 DM0052.and adjusted by the National Geodetic Survey in June 1991..
 DM0052
 DM0052.The geoid height was determined by GEOID03.
 DM0052
 DM0052.The dynamic height is computed by dividing the NAVD 88
 DM0052.geopotential number by the normal gravity value computed on the
 DM0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0052.degrees latitude (g = 980.6199 gals.).
 DM0052
 DM0052.The modeled gravity was interpolated from observed gravity values.
 DM0052
 DM0052;                    North         East    Units  Estimated Accuracy
 DM0052;SPC AR S     -   514,550.      194,840.      MT  (+/- 180 meters Scaled)
 DM0052
 DM0052                          SUPERSEDED SURVEY CONTROL
 DM0052
 DM0052  NGVD 29 (??/??/92)  100.449  (m)          329.56   (f) ADJ UNCH    1 2
 DM0052
 DM0052.Superseded values are not recommended for survey control.
 DM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0052.See file dsdata.txt to determine how the superseded data were derived.
 DM0052
 DM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT875272(NAD 83)
 DM0052_MARKER: DB = BENCH MARK DISK
 DM0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0052_STAMPING: E 31 1934
 DM0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0052+STABILITY: SURFACE MOTION
 DM0052
 DM0052  HISTORY     - Date     Condition        Report By
 DM0052  HISTORY     - 1934     MONUMENTED       CGS
 DM0052  HISTORY     - 1944     GOOD             NGS
 DM0052  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0052  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0052  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0052
 DM0052                          STATION DESCRIPTION
 DM0052
 DM0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DM0052'5.0 MI W FROM ASHDOWN.
 DM0052'5.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DM0052'STATION AT ASHDOWN, LITTLE RIVER COUNTY, 15 FEET EAST OF MILEPOST
 DM0052'642+14, AT A ROAD CROSSING, 10 FEET EAST OF THE ROAD, AND 30 FEET
 DM0052'NORTH OF THE TRACK.  A STANDARD DISK, STAMPED E 31 1934 AND SET IN THE
 DM0052'TOP OF A CONCRETE POST.
 DM0052
 DM0052                          STATION RECOVERY (1985)
 DM0052
 DM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0052'NOT RECOVERED, THE TRACK ROAD TO THE RAILROAD CROSSING FROM THE MAIN
 DM0052'HIGHWAY WAS FOUND IMPASSIBLE (WASHED OUT), NOT SEARCHED FOR.
 DM0052
 DM0052                          STATION RECOVERY (1985)
 DM0052
 DM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0052'MARK NOT FOUND.
 DM0052
 DM0052                          STATION RECOVERY (1997)
 DM0052
 DM0052'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1253 ***********************************************************************
 DL1253  DESIGNATION -  E 310
 DL1253  PID         -  DL1253
 DL1253  STATE/COUNTY-  AR/MILLER
 DL1253  USGS QUAD   -  GARLAND (1975)
 DL1253
 DL1253                         *CURRENT SURVEY CONTROL
 DL1253  ___________________________________________________________________
 DL1253* NAD 83(1986)-  33 21 34.     (N)    093 42 36.     (W)     SCALED    
 DL1253* NAVD 88     -        71.290  (meters)     233.89   (feet)  ADJUSTED  
 DL1253  ___________________________________________________________________
 DL1253  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1253  DYNAMIC HT  -          71.214 (meters)     233.64  (feet)  COMP
 DL1253  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DL1253
 DL1253  VERT ORDER  -  FIRST     CLASS II
 DL1253
 DL1253.The horizontal coordinates were scaled from a topographic map and have
 DL1253.an estimated accuracy of +/- 6 seconds.
 DL1253
 DL1253.The orthometric height was determined by differential leveling
 DL1253.and adjusted by the National Geodetic Survey in June 1991..
 DL1253
 DL1253.The geoid height was determined by GEOID03.
 DL1253
 DL1253.The dynamic height is computed by dividing the NAVD 88
 DL1253.geopotential number by the normal gravity value computed on the
 DL1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1253.degrees latitude (g = 980.6199 gals.).
 DL1253
 DL1253.The modeled gravity was interpolated from observed gravity values.
 DL1253
 DL1253;                    North         East    Units  Estimated Accuracy
 DL1253;SPC AR S     -   478,170.      240,860.      MT  (+/- 180 meters Scaled)
 DL1253
 DL1253                          SUPERSEDED SURVEY CONTROL
 DL1253
 DL1253.No superseded survey control is available for this station.
 DL1253
 DL1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS339913(NAD 83)
 DL1253_MARKER: I = METAL ROD
 DL1253_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1253_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DL1253_STAMPING: E 310 1986
 DL1253_MARK LOGO: NGS   
 DL1253_PROJECTION: RECESSED 2 CENTIMETERS
 DL1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL1253+STABILITY: POSITION/ELEVATION WELL
 DL1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1253+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 DL1253_ROD/PIPE-DEPTH: 21.9 meters
 DL1253_SLEEVE-DEPTH  : 7.6 meters
 DL1253
 DL1253  HISTORY     - Date     Condition        Report By
 DL1253  HISTORY     - 1986     MONUMENTED       NGS
 DL1253  HISTORY     - 20040624 GOOD             ARHD
 DL1253
 DL1253                          STATION DESCRIPTION
 DL1253
 DL1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DL1253'IN GARLAND CITY.
 DL1253'IN GARLAND CITY, AT THE INTERSECTION OF 5TH AND MCKAY STREETS, 38.0 M
 DL1253'(124.7 FT) WEST OF THE CENTER OF MCKAY STREET, 15.8 M (51.8 FT)
 DL1253'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CITY FIRE HOUSE, 9.2 M
 DL1253'(30.2 FT) EAST OF THE CENTER OF A DRIVEWAY, 7.5 M (24.6 FT) SOUTH OF
 DL1253'THE CENTER OF 5TH STREET, AND 0.8 M (2.6 FT) SOUTH OF A UTILITY POLE.
 DL1253'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DL1253'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DL1253
 DL1253                          STATION RECOVERY (2004)
 DL1253
 DL1253'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 DL1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1200 ***********************************************************************
 FH1200  DESIGNATION -  E 311
 FH1200  PID         -  FH1200
 FH1200  STATE/COUNTY-  AR/SEBASTIAN
 FH1200  USGS QUAD   -  FORT SMITH (1987)
 FH1200
 FH1200                         *CURRENT SURVEY CONTROL
 FH1200  ___________________________________________________________________
 FH1200* NAD 83(1986)-  35 25 12.     (N)    094 23 15.     (W)     SCALED    
 FH1200* NAVD 88     -       139.605  (meters)     458.02   (feet)  ADJUSTED  
 FH1200  ___________________________________________________________________
 FH1200  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FH1200  DYNAMIC HT  -         139.474 (meters)     457.59  (feet)  COMP
 FH1200  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FH1200
 FH1200  VERT ORDER  -  FIRST     CLASS II
 FH1200
 FH1200.The horizontal coordinates were scaled from a topographic map and have
 FH1200.an estimated accuracy of +/- 6 seconds.
 FH1200
 FH1200.The orthometric height was determined by differential leveling
 FH1200.and adjusted by the National Geodetic Survey in June 1991..
 FH1200
 FH1200.The geoid height was determined by GEOID03.
 FH1200
 FH1200.The dynamic height is computed by dividing the NAVD 88
 FH1200.geopotential number by the normal gravity value computed on the
 FH1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1200.degrees latitude (g = 980.6199 gals.).
 FH1200
 FH1200.The modeled gravity was interpolated from observed gravity values.
 FH1200
 FH1200;                    North         East    Units  Estimated Accuracy
 FH1200;SPC AR N     -   123,190.      183,200.      MT  (+/- 180 meters Scaled)
 FH1200
 FH1200                          SUPERSEDED SURVEY CONTROL
 FH1200
 FH1200  NGVD 29 (10/05/93)  139.516  (m)          457.73   (f) ADJUSTED    1 2
 FH1200
 FH1200.Superseded values are not recommended for survey control.
 FH1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1200.See file dsdata.txt to determine how the superseded data were derived.
 FH1200
 FH1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV740205(NAD 83)
 FH1200_MARKER: I = METAL ROD
 FH1200_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1200_SP_SET: STAINLESS STEEL ROD
 FH1200_STAMPING: E 311 1989
 FH1200_MARK LOGO: NGS   
 FH1200_PROJECTION: FLUSH
 FH1200_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1200+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1200_ROD/PIPE-DEPTH: 9.9  meters
 FH1200
 FH1200  HISTORY     - Date     Condition        Report By
 FH1200  HISTORY     - 1989     MONUMENTED       NGS
 FH1200
 FH1200                          STATION DESCRIPTION
 FH1200
 FH1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1200'IN FORT SMITH, AT THE INTERSECTION OF 6TH STREET AND ALLEN LANE, 21.2
 FH1200'M (69.6 FT) NORTHWEST OF THE CENTERLINE OF THE STREET, 6.5 M (21.3
 FH1200'FT) NORTHEAST OF THE CENTER OF THE LANE, 1.2 M (3.9 FT) SOUTHEAST OF
 FH1200'A UTILITY POLE WITH 3 GUY WIRES, 0.7 M (2.3 FT) SOUTHWEST OF A
 FH1200'WITNESS POST AND FENCE, AND LEVEL WITH THE LANE.  NOTE--ACCESS TO THE
 FH1200'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1223 ***********************************************************************
 FH1223  DESIGNATION -  E 312
 FH1223  PID         -  FH1223
 FH1223  STATE/COUNTY-  AR/CRAWFORD
 FH1223  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1223
 FH1223                         *CURRENT SURVEY CONTROL
 FH1223  ___________________________________________________________________
 FH1223* NAD 83(1986)-  35 39 54.     (N)    094 09 21.     (W)     SCALED    
 FH1223* NAVD 88     -       323.278  (meters)    1060.62   (feet)  ADJUSTED  
 FH1223  ___________________________________________________________________
 FH1223  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FH1223  DYNAMIC HT  -         322.976 (meters)    1059.63  (feet)  COMP
 FH1223  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FH1223
 FH1223  VERT ORDER  -  FIRST     CLASS II
 FH1223
 FH1223.The horizontal coordinates were scaled from a topographic map and have
 FH1223.an estimated accuracy of +/- 6 seconds.
 FH1223
 FH1223.The orthometric height was determined by differential leveling
 FH1223.and adjusted by the National Geodetic Survey in June 1991..
 FH1223
 FH1223.The geoid height was determined by GEOID03.
 FH1223
 FH1223.The dynamic height is computed by dividing the NAVD 88
 FH1223.geopotential number by the normal gravity value computed on the
 FH1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1223.degrees latitude (g = 980.6199 gals.).
 FH1223
 FH1223.The modeled gravity was interpolated from observed gravity values.
 FH1223
 FH1223;                    North         East    Units  Estimated Accuracy
 FH1223;SPC AR N     -   149,870.      204,830.      MT  (+/- 180 meters Scaled)
 FH1223
 FH1223                          SUPERSEDED SURVEY CONTROL
 FH1223
 FH1223  NGVD 29 (10/05/93)  323.142  (m)         1060.17   (f) ADJUSTED    1 2
 FH1223
 FH1223.Superseded values are not recommended for survey control.
 FH1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1223.See file dsdata.txt to determine how the superseded data were derived.
 FH1223
 FH1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV953474(NAD 83)
 FH1223_MARKER: DV = VERTICAL CONTROL DISK
 FH1223_SETTING: 66 = SET IN ROCK OUTCROP
 FH1223_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1223_STAMPING: E 312 1989
 FH1223_MARK LOGO: NGS   
 FH1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1223+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1223
 FH1223  HISTORY     - Date     Condition        Report By
 FH1223  HISTORY     - 1989     MONUMENTED       NGS
 FH1223
 FH1223                          STATION DESCRIPTION
 FH1223
 FH1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1223'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1223'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, IN THE NORTHERN 1/3
 FH1223'OF A 2 BY 6 FOOT AREA OF OUTCROPPING BEDROCK, 53.1 M (174.2 FT) NORTH
 FH1223'OF THE NORTH END OF A GUARDRAIL, 15.0 M (49.2 FT) WEST OF THE CENTER
 FH1223'OF THE HIGHWAY, 12.0 M (39.4 FT) NORTH OF THE EXTENDED CENTER OF A
 FH1223'DIRT ROAD LEADING EAST TO LAKE FORT SMITH STATE PARK, 0.3 M (1.0 FT)
 FH1223'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 FH1223'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1247 ***********************************************************************
 FH1247  DESIGNATION -  E 313
 FH1247  PID         -  FH1247
 FH1247  STATE/COUNTY-  AR/WASHINGTON
 FH1247  USGS QUAD   -  WEST FORK (1994)
 FH1247
 FH1247                         *CURRENT SURVEY CONTROL
 FH1247  ___________________________________________________________________
 FH1247* NAD 83(1986)-  35 53 07.     (N)    094 10 03.     (W)     SCALED    
 FH1247* NAVD 88     -       426.111  (meters)    1398.00   (feet)  ADJUSTED  
 FH1247  ___________________________________________________________________
 FH1247  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FH1247  DYNAMIC HT  -         425.718 (meters)    1396.71  (feet)  COMP
 FH1247  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FH1247
 FH1247  VERT ORDER  -  FIRST     CLASS II
 FH1247
 FH1247.The horizontal coordinates were scaled from a topographic map and have
 FH1247.an estimated accuracy of +/- 6 seconds.
 FH1247
 FH1247.The orthometric height was determined by differential leveling
 FH1247.and adjusted by the National Geodetic Survey in June 1991..
 FH1247
 FH1247.The geoid height was determined by GEOID03.
 FH1247
 FH1247.The dynamic height is computed by dividing the NAVD 88
 FH1247.geopotential number by the normal gravity value computed on the
 FH1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1247.degrees latitude (g = 980.6199 gals.).
 FH1247
 FH1247.The modeled gravity was interpolated from observed gravity values.
 FH1247
 FH1247;                    North         East    Units  Estimated Accuracy
 FH1247;SPC AR N     -   174,330.      204,310.      MT  (+/- 180 meters Scaled)
 FH1247
 FH1247                          SUPERSEDED SURVEY CONTROL
 FH1247
 FH1247  NGVD 29 (10/05/93)  425.953  (m)         1397.48   (f) ADJUSTED    1 2
 FH1247
 FH1247.Superseded values are not recommended for survey control.
 FH1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1247.See file dsdata.txt to determine how the superseded data were derived.
 FH1247
 FH1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV946718(NAD 83)
 FH1247_MARKER: DV = VERTICAL CONTROL DISK
 FH1247_SETTING: 66 = SET IN ROCK OUTCROP
 FH1247_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1247_STAMPING: E 313 1989
 FH1247_MARK LOGO: NGS   
 FH1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1247+STABILITY: POSITION/ELEVATION WELL
 FH1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1247+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 FH1247
 FH1247  HISTORY     - Date     Condition        Report By
 FH1247  HISTORY     - 1989     MONUMENTED       NGS
 FH1247  HISTORY     - 20030623 GOOD             ARHD
 FH1247
 FH1247                          STATION DESCRIPTION
 FH1247
 FH1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1247'6.5 KM (4.05 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1247'WITH COUNTY ROAD 39 IN BRENTWOOD, NEAR THE CENTER OF A 3 BY 4 FOOT
 FH1247'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 80.0 M (262.5 FT) NORTHWEST
 FH1247'OF THE CENTER OF A GRAVELED ROAD LEADING EAST, 13.0 M (42.7 FT)
 FH1247'SOUTHEAST OF THE SOUTHEAST END OF A PIPE CULVERT, 11.7 M (38.4 FT)
 FH1247'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST
 FH1247'OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 FH1247
 FH1247                          STATION RECOVERY (2003)
 FH1247
 FH1247'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 FH1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2174 ***********************************************************************
 FF2174  DESIGNATION -  E 314
 FF2174  PID         -  FF2174
 FF2174  STATE/COUNTY-  AR/CRITTENDEN
 FF2174  USGS QUAD   -  JERICHO (1993)
 FF2174
 FF2174                         *CURRENT SURVEY CONTROL
 FF2174  ___________________________________________________________________
 FF2174* NAD 83(1986)-  35 15 46.     (N)    090 13 34.     (W)     SCALED    
 FF2174* NAVD 88     -        67.260  (meters)     220.67   (feet)  ADJUSTED  
 FF2174  ___________________________________________________________________
 FF2174  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF2174  DYNAMIC HT  -          67.200 (meters)     220.47  (feet)  COMP
 FF2174  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FF2174
 FF2174  VERT ORDER  -  FIRST     CLASS II
 FF2174
 FF2174.The horizontal coordinates were scaled from a topographic map and have
 FF2174.an estimated accuracy of +/- 6 seconds.
 FF2174
 FF2174.The orthometric height was determined by differential leveling
 FF2174.and adjusted by the National Geodetic Survey in January 1995..
 FF2174
 FF2174.The geoid height was determined by GEOID03.
 FF2174
 FF2174.The dynamic height is computed by dividing the NAVD 88
 FF2174.geopotential number by the normal gravity value computed on the
 FF2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2174.degrees latitude (g = 980.6199 gals.).
 FF2174
 FF2174.The modeled gravity was interpolated from observed gravity values.
 FF2174
 FF2174;                    North         East    Units  Estimated Accuracy
 FF2174;SPC AR N     -   104,570.      561,400.      MT  (+/- 180 meters Scaled)
 FF2174
 FF2174                          SUPERSEDED SURVEY CONTROL
 FF2174
 FF2174  NGVD 29 (10/05/93)   67.251  (m)          220.64   (f) ADJUSTED    1 2
 FF2174
 FF2174.Superseded values are not recommended for survey control.
 FF2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2174.See file dsdata.txt to determine how the superseded data were derived.
 FF2174
 FF2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV523057(NAD 83)
 FF2174_MARKER: I = METAL ROD
 FF2174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2174_SP_SET: STAINLESS STEEL ROD
 FF2174_STAMPING: E 314 1990
 FF2174_MARK LOGO: NGS   
 FF2174_PROJECTION: FLUSH
 FF2174_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2174+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF2174_ROD/PIPE-DEPTH: 12.8 meters
 FF2174
 FF2174  HISTORY     - Date     Condition        Report By
 FF2174  HISTORY     - 1990     MONUMENTED       NGS
 FF2174  HISTORY     - 20021016 GOOD             USACE
 FF2174
 FF2174                          STATION DESCRIPTION
 FF2174
 FF2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2174'5.7 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 FF2174'U.S. HIGHWAY 64 IN MARION, 67.3 M (220.8 FT) EAST OF THE SOUTHEAST
 FF2174'CORNER OF A HOUSE, 41.1 M (134.8 FT) WEST OF THE HIGHWAY CENTERLINE,
 FF2174'13.9 M (45.6 FT) WEST OF THE CENTER OF A DRIVEWAY, 8.8 M (28.9 FT)
 FF2174'NORTH OF THE CENTER OF A PAVED ROAD LEADING WEST, 1.1 M (3.6 FT) EAST
 FF2174'OF UTILITY POLE NUMBER 47824-48940 WITH TWO GUY WIRES, AND 0.3 M
 FF2174'(1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 FF2174'POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2174
 FF2174                          STATION RECOVERY (2002)
 FF2174
 FF2174'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2196 ***********************************************************************
 FF2196  DESIGNATION -  E 315
 FF2196  PID         -  FF2196
 FF2196  STATE/COUNTY-  AR/POINSETT
 FF2196  USGS QUAD   -  MARKED TREE (1983)
 FF2196
 FF2196                         *CURRENT SURVEY CONTROL
 FF2196  ___________________________________________________________________
 FF2196* NAD 83(1986)-  35 32 17.     (N)    090 29 18.     (W)     SCALED    
 FF2196* NAVD 88     -        69.451  (meters)     227.86   (feet)  ADJUSTED  
 FF2196  ___________________________________________________________________
 FF2196  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF2196  DYNAMIC HT  -          69.390 (meters)     227.66  (feet)  COMP
 FF2196  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 FF2196
 FF2196  VERT ORDER  -  FIRST     CLASS II
 FF2196
 FF2196.The horizontal coordinates were scaled from a topographic map and have
 FF2196.an estimated accuracy of +/- 6 seconds.
 FF2196
 FF2196.The orthometric height was determined by differential leveling
 FF2196.and adjusted by the National Geodetic Survey in January 1995..
 FF2196
 FF2196.The geoid height was determined by GEOID03.
 FF2196
 FF2196.The dynamic height is computed by dividing the NAVD 88
 FF2196.geopotential number by the normal gravity value computed on the
 FF2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2196.degrees latitude (g = 980.6199 gals.).
 FF2196
 FF2196.The modeled gravity was interpolated from observed gravity values.
 FF2196
 FF2196;                    North         East    Units  Estimated Accuracy
 FF2196;SPC AR N     -   134,710.      537,070.      MT  (+/- 180 meters Scaled)
 FF2196
 FF2196                          SUPERSEDED SURVEY CONTROL
 FF2196
 FF2196  NGVD 29 (10/05/93)   69.400  (m)          227.69   (f) ADJUSTED    1 2
 FF2196
 FF2196.Superseded values are not recommended for survey control.
 FF2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2196.See file dsdata.txt to determine how the superseded data were derived.
 FF2196
 FF2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV277356(NAD 83)
 FF2196_MARKER: DV = VERTICAL CONTROL DISK
 FF2196_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF2196_SP_SET: ABUTMENT
 FF2196_STAMPING: E 315 1990
 FF2196_MARK LOGO: NGS   
 FF2196_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2196+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 FF2196
 FF2196  HISTORY     - Date     Condition        Report By
 FF2196  HISTORY     - 1990     MONUMENTED       NGS
 FF2196  HISTORY     - 20020319 GOOD             USACE
 FF2196
 FF2196                          STATION DESCRIPTION
 FF2196
 FF2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2196'5.7 KM (3.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 FF2196'OF STATE HIGHWAY 75 IN MARKED TREE, IN TOP OF AND 0.2 M (0.7 FT)
 FF2196'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 FF2196'THE NORTHBOUND HIGHWAY BRIDGE SPANNING DITCH NUMBER 60, AND 7.1 M
 FF2196'(23.3 FT) NORTHEAST OF AND LEVEL WITH THE NORTHBOUND LANES OF THE
 FF2196'HIGHWAY.
 FF2196
 FF2196                          STATION RECOVERY (2002)
 FF2196
 FF2196'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1216 ***********************************************************************
 GE1216  DESIGNATION -  E 316
 GE1216  PID         -  GE1216
 GE1216  STATE/COUNTY-  AR/LAWRENCE
 GE1216  USGS QUAD   -  BLACK ROCK (1974)
 GE1216
 GE1216                         *CURRENT SURVEY CONTROL
 GE1216  ___________________________________________________________________
 GE1216* NAD 83(1986)-  36 05 38.     (N)    091 05 15.     (W)     SCALED    
 GE1216* NAVD 88     -        76.605  (meters)     251.33   (feet)  ADJUSTED  
 GE1216  ___________________________________________________________________
 GE1216  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GE1216  DYNAMIC HT  -          76.542 (meters)     251.12  (feet)  COMP
 GE1216  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GE1216
 GE1216  VERT ORDER  -  FIRST     CLASS II
 GE1216
 GE1216.The horizontal coordinates were scaled from a topographic map and have
 GE1216.an estimated accuracy of +/- 6 seconds.
 GE1216
 GE1216.The orthometric height was determined by differential leveling
 GE1216.and adjusted by the National Geodetic Survey in January 1995..
 GE1216
 GE1216.The geoid height was determined by GEOID03.
 GE1216
 GE1216.The dynamic height is computed by dividing the NAVD 88
 GE1216.geopotential number by the normal gravity value computed on the
 GE1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1216.degrees latitude (g = 980.6199 gals.).
 GE1216
 GE1216.The modeled gravity was interpolated from observed gravity values.
 GE1216
 GE1216;                    North         East    Units  Estimated Accuracy
 GE1216;SPC AR N     -   195,700.      482,170.      MT  (+/- 180 meters Scaled)
 GE1216
 GE1216                          SUPERSEDED SURVEY CONTROL
 GE1216
 GE1216  NGVD 29 (10/05/93)   76.514  (m)          251.03   (f) ADJUSTED    1 2
 GE1216
 GE1216.Superseded values are not recommended for survey control.
 GE1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1216.See file dsdata.txt to determine how the superseded data were derived.
 GE1216
 GE1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV721960(NAD 83)
 GE1216_MARKER: I = METAL ROD
 GE1216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1216_SP_SET: STAINLESS STEEL ROD
 GE1216_STAMPING: E 316 1990
 GE1216_MARK LOGO: NGS   
 GE1216_PROJECTION: PROJECTING 4 CENTIMETERS
 GE1216_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1216+STABILITY: POSITION/ELEVATION WELL
 GE1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1216+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1216_ROD/PIPE-DEPTH: 4.6  meters
 GE1216
 GE1216  HISTORY     - Date     Condition        Report By
 GE1216  HISTORY     - 1990     MONUMENTED       NGS
 GE1216  HISTORY     - 20021026 GOOD             USACE
 GE1216
 GE1216                          STATION DESCRIPTION
 GE1216
 GE1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1216'1.6 KM (1.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE INTERSECTION
 GE1216'OF STATE HIGHWAY 25 IN BLACK ROCK, 82.1 M (269.4 FT) SOUTH OF THE
 GE1216'SOUTHEAST CORNER OF HIGHWAY BRIDGE NUMBER 16.59, 27.3 M (89.6 FT)
 GE1216'SOUTHWEST OF THE HIGHWAY CENTERLINE, 26.5 M (86.9 FT) SOUTH-SOUTHEAST
 GE1216'OF THE EAST END OF A GUARDRAIL, 4.6 M (15.1 FT) BELOW THE LEVEL OF
 GE1216'THE HIGHWAY, 1.8 M (5.9 FT) NORTHWEST OF A UTILITY POLE, AND 0.6 M
 GE1216'(2.0 FT) NORTHWEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT
 GE1216'IS THROUGH A 5-INCH LOGO CAP.
 GE1216
 GE1216                          STATION RECOVERY (2002)
 GE1216
 GE1216'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0083 ***********************************************************************
 GE0083  DESIGNATION -  E 32
 GE0083  PID         -  GE0083
 GE0083  STATE/COUNTY-  AR/CLAY
 GE0083  USGS QUAD   -  RECTOR (1984)
 GE0083
 GE0083                         *CURRENT SURVEY CONTROL
 GE0083  ___________________________________________________________________
 GE0083* NAD 83(1986)-  36 17 04.     (N)    090 15 56.     (W)     SCALED    
 GE0083* NAVD 88     -        84.518  (meters)     277.29   (feet)  ADJUSTED  
 GE0083  ___________________________________________________________________
 GE0083  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GE0083  DYNAMIC HT  -          84.449 (meters)     277.06  (feet)  COMP
 GE0083  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 GE0083
 GE0083  VERT ORDER  -  FIRST     CLASS II
 GE0083
 GE0083.The horizontal coordinates were scaled from a topographic map and have
 GE0083.an estimated accuracy of +/- 6 seconds.
 GE0083
 GE0083.The orthometric height was determined by differential leveling
 GE0083.and adjusted by the National Geodetic Survey in June 1991..
 GE0083
 GE0083.The geoid height was determined by GEOID03.
 GE0083
 GE0083.The dynamic height is computed by dividing the NAVD 88
 GE0083.geopotential number by the normal gravity value computed on the
 GE0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0083.degrees latitude (g = 980.6199 gals.).
 GE0083
 GE0083.The modeled gravity was interpolated from observed gravity values.
 GE0083
 GE0083;                    North         East    Units  Estimated Accuracy
 GE0083;SPC AR N     -   217,840.      555,810.      MT  (+/- 180 meters Scaled)
 GE0083
 GE0083                          SUPERSEDED SURVEY CONTROL
 GE0083
 GE0083  NGVD 29 (??/??/92)   84.510  (m)          277.26   (f) ADJ UNCH    1 2
 GE0083
 GE0083.Superseded values are not recommended for survey control.
 GE0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0083.See file dsdata.txt to determine how the superseded data were derived.
 GE0083
 GE0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA455189(NAD 83)
 GE0083_MARKER: DB = BENCH MARK DISK
 GE0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0083_SP_SET: CULVERT
 GE0083_STAMPING: E 32 1933
 GE0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0083+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0083
 GE0083  HISTORY     - Date     Condition        Report By
 GE0083  HISTORY     - 1933     MONUMENTED       CGS
 GE0083  HISTORY     - 1956     GOOD             NGS
 GE0083  HISTORY     - 20020801 GOOD             USACE
 GE0083
 GE0083                          STATION DESCRIPTION
 GE0083
 GE0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0083'2 MI NE FROM RECTOR.
 GE0083'ABOUT 1.95 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0083'RAILWAY FROM THE STATION AT RECTOR, AT A NORTH-SOUTH GRAVEL ROAD
 GE0083'CROSSING, ABOUT 14 1/2 TELEPHONE POLES SOUTHWEST OF MILE POLE 83,
 GE0083'10 3/4 FEET NORTHWEST OF NORTHWEST RAIL, 39 FEET WEST-SOUTHWEST
 GE0083'OF CENTER OF CROSSING, 36 1/2 FEET WEST OF CENTER LINE OF ROAD,
 GE0083'IN THE TOP OF CENTER OF NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE
 GE0083'BOX CULVERT UNDER TRACK AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 GE0083'NOTE-- THIS MARK WAS ORIGINALLY DESCRIBED AS BEING IN A CONCRETE
 GE0083'POST, HOWEVER, IT IS BELIEVED TO BE THE ORIGINAL MARK.
 GE0083
 GE0083                          STATION RECOVERY (2002)
 GE0083
 GE0083'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0083'VISIBILITY GOOD FOR GPS, BUT MARK IS TOO CLOSE TO N. RAIL FOR SAFE
 GE0083'OCCUPATION. TRAIN TRAFFIC IS HEAVY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0105 ***********************************************************************
 FF0105  DESIGNATION -  E 33
 FF0105  PID         -  FF0105
 FF0105  STATE/COUNTY-  AR/CRAIGHEAD
 FF0105  USGS QUAD   -  LAKE CITY (1983)
 FF0105
 FF0105                         *CURRENT SURVEY CONTROL
 FF0105  ___________________________________________________________________
 FF0105* NAD 83(1986)-  35 49 08.     (N)    090 29 28.     (W)     SCALED    
 FF0105* NAVD 88     -        72.017  (meters)     236.28   (feet)  POSTED    
 FF0105  ___________________________________________________________________
 FF0105  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FF0105  DYNAMIC HT  -          71.960 (meters)     236.09  (feet)  COMP
 FF0105  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 FF0105
 FF0105  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0105
 FF0105.The horizontal coordinates were scaled from a topographic map and have
 FF0105.an estimated accuracy of +/- 6 seconds.
 FF0105
 FF0105.The orthometric height was determined by differential leveling
 FF0105.and adjusted by the National Geodetic Survey in 1992..
 FF0105.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0105.rate of 1.1 thru 2.0 mm/km.
 FF0105
 FF0105.The geoid height was determined by GEOID03.
 FF0105
 FF0105.The dynamic height is computed by dividing the NAVD 88
 FF0105.geopotential number by the normal gravity value computed on the
 FF0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0105.degrees latitude (g = 980.6199 gals.).
 FF0105
 FF0105.The modeled gravity was interpolated from observed gravity values.
 FF0105
 FF0105;                    North         East    Units  Estimated Accuracy
 FF0105;SPC AR N     -   165,860.      536,340.      MT  (+/- 180 meters Scaled)
 FF0105
 FF0105                          SUPERSEDED SURVEY CONTROL
 FF0105
 FF0105  NGVD 29 (??/??/??)   71.956  (m)          236.08   (f) ADJUSTED    1 2
 FF0105
 FF0105.Superseded values are not recommended for survey control.
 FF0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0105.See file dsdata.txt to determine how the superseded data were derived.
 FF0105
 FF0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV266667(NAD 83)
 FF0105_MARKER: DB = BENCH MARK DISK
 FF0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0105_STAMPING: E 33 1933
 FF0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0105+STABILITY: SURFACE MOTION
 FF0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0105+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 FF0105
 FF0105  HISTORY     - Date     Condition        Report By
 FF0105  HISTORY     - 1933     MONUMENTED       CGS
 FF0105  HISTORY     - 1956     GOOD             CGS
 FF0105  HISTORY     - 20020731 POOR             USACE
 FF0105
 FF0105                          STATION DESCRIPTION
 FF0105
 FF0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0105'3.2 MI W FROM LAKE CITY.
 FF0105'ABOUT 3.25 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0105'FROM THE WATER TOWER AT LAKE CITY, AT NORTH-SOUTH GRAVEL ROAD
 FF0105'CROSSING AT BOWMAN, 29.4 FEET SOUTH OF SOUTH RAIL, 75 FEET
 FF0105'SOUTH-SOUTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 1539,
 FF0105'51 1/2 FEET WEST OF CENTER LINE OF ROAD, 73 FEET NORTH-NORTHWEST
 FF0105'OF NORTHEAST CORNER OF A WHITE FRAME HOUSE AND ABOUT 8 1/2 FEET
 FF0105'WEST OF THE EXTENDED EAST FACE OF SAME BUILDING, 16 FEET WEST OF
 FF0105'A TELEPHONE POLE, 45 FEET WEST-SOUTHWEST OF WEST END OF A 15-INCH
 FF0105'CORRUGATED PIPE CULVERT UNDER GRAVEL ROAD, 62 FEET SOUTH-SOUTHWEST
 FF0105'AND ACROSS TRACK FROM CROSSING WARNING SIGN, ABOUT LEVEL WITH
 FF0105'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0105
 FF0105                          STATION RECOVERY (2002)
 FF0105
 FF0105'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0105'MONUMENT APPARENTLY HIT BY MOWER BLADE. ONLY LETTER E AND ONE 3
 FF0105'READABLE. DATE 1933. RR NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0352 ***********************************************************************
 GF0352  DESIGNATION -  E 35
 GF0352  PID         -  GF0352
 GF0352  STATE/COUNTY-  AR/CARROLL
 GF0352  USGS QUAD   -  BLUE EYE (1972)
 GF0352
 GF0352                         *CURRENT SURVEY CONTROL
 GF0352  ___________________________________________________________________
 GF0352* NAD 83(1986)-  36 27 09.     (N)    093 28 26.     (W)     SCALED    
 GF0352* NAVD 88     -       405.154  (meters)    1329.24   (feet)  ADJUSTED  
 GF0352  ___________________________________________________________________
 GF0352  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GF0352  DYNAMIC HT  -         404.802 (meters)    1328.09  (feet)  COMP
 GF0352  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 GF0352
 GF0352  VERT ORDER  -  SECOND    CLASS 0
 GF0352
 GF0352.The horizontal coordinates were scaled from a topographic map and have
 GF0352.an estimated accuracy of +/- 6 seconds.
 GF0352
 GF0352.The orthometric height was determined by differential leveling
 GF0352.and adjusted by the National Geodetic Survey in June 1991..
 GF0352
 GF0352.The geoid height was determined by GEOID03.
 GF0352
 GF0352.The dynamic height is computed by dividing the NAVD 88
 GF0352.geopotential number by the normal gravity value computed on the
 GF0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0352.degrees latitude (g = 980.6199 gals.).
 GF0352
 GF0352.The modeled gravity was interpolated from observed gravity values.
 GF0352
 GF0352;                    North         East    Units  Estimated Accuracy
 GF0352;SPC AR N     -   236,110.      267,870.      MT  (+/- 180 meters Scaled)
 GF0352
 GF0352                          SUPERSEDED SURVEY CONTROL
 GF0352
 GF0352  NGVD 29 (??/??/92)  405.025  (m)         1328.82   (f) ADJ UNCH    2 0
 GF0352
 GF0352.Superseded values are not recommended for survey control.
 GF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0352.See file dsdata.txt to determine how the superseded data were derived.
 GF0352
 GF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA575342(NAD 83)
 GF0352_MARKER: DB = BENCH MARK DISK
 GF0352_SETTING: 0 = UNSPECIFIED SETTING
 GF0352_STAMPING: E-35 1934
 GF0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0352
 GF0352  HISTORY     - Date     Condition        Report By
 GF0352  HISTORY     - 1934     MONUMENTED       CGS
 GF0352  HISTORY     - 1987     GOOD             USPSQD
 GF0352  HISTORY     - 1987     GOOD             USPSQD
 GF0352  HISTORY     - 1988     GOOD             USPSQD
 GF0352  HISTORY     - 1989     GOOD             USPSQD
 GF0352  HISTORY     - 1990     POOR             USPSQD
 GF0352
 GF0352                          STATION DESCRIPTION
 GF0352
 GF0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0352'2.2 MI W FROM OAK GROVE.
 GF0352'2.2 MILES WEST OF, ALONG ST. HWY. 21., FROM BAPTIST CHURCH
 GF0352'335 FEET EAST OF INTERSECTION OF SMALL WAGON ROADS TANGENT TO
 GF0352'CURVE IN STATE HIGHWAY 21, 35 FEET NORTH OF CENTERLINE OF
 GF0352'HIGHWAY AT EAST END OF CURVE, 25 FEET FROM INTERSECTION OF OUTSIDE
 GF0352'EDGE OF HIGHWAY AND CENTERLINE OF SMALL WAGON ROAD, 1 FOOT
 GF0352'SOUTH OF PROPERTY-FENCE LINE.
 GF0352
 GF0352                          STATION RECOVERY (1987)
 GF0352
 GF0352'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0352'RECOVERED IN GOOD CONDITION.
 GF0352
 GF0352                          STATION RECOVERY (1987)
 GF0352
 GF0352'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0352'RECOVERED IN GOOD CONDITION.
 GF0352
 GF0352                          STATION RECOVERY (1988)
 GF0352
 GF0352'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 GF0352'RECOVERED IN GOOD CONDITION.
 GF0352
 GF0352                          STATION RECOVERY (1989)
 GF0352
 GF0352'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 GF0352'RECOVERED IN GOOD CONDITION.
 GF0352
 GF0352                          STATION RECOVERY (1990)
 GF0352
 GF0352'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 GF0352'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0120 ***********************************************************************
 GF0120  DESIGNATION -  E 37
 GF0120  PID         -  GF0120
 GF0120  STATE/COUNTY-  AR/BOONE
 GF0120  USGS QUAD   -  ZINC (1972)
 GF0120
 GF0120                         *CURRENT SURVEY CONTROL
 GF0120  ___________________________________________________________________
 GF0120* NAD 83(1986)-  36 17 05.     (N)    092 54 51.     (W)     SCALED    
 GF0120* NAVD 88     -       266.471  (meters)     874.25   (feet)  ADJUSTED  
 GF0120  ___________________________________________________________________
 GF0120  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0120  DYNAMIC HT  -         266.236 (meters)     873.48  (feet)  COMP
 GF0120  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 GF0120
 GF0120  VERT ORDER  -  SECOND    CLASS 0
 GF0120
 GF0120.The horizontal coordinates were scaled from a topographic map and have
 GF0120.an estimated accuracy of +/- 6 seconds.
 GF0120
 GF0120.The orthometric height was determined by differential leveling
 GF0120.and adjusted by the National Geodetic Survey in June 1991..
 GF0120
 GF0120.The geoid height was determined by GEOID03.
 GF0120
 GF0120.The dynamic height is computed by dividing the NAVD 88
 GF0120.geopotential number by the normal gravity value computed on the
 GF0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0120.degrees latitude (g = 980.6199 gals.).
 GF0120
 GF0120.The modeled gravity was interpolated from observed gravity values.
 GF0120
 GF0120;                    North         East    Units  Estimated Accuracy
 GF0120;SPC AR N     -   216,880.      317,870.      MT  (+/- 180 meters Scaled)
 GF0120
 GF0120                          SUPERSEDED SURVEY CONTROL
 GF0120
 GF0120  NGVD 29 (??/??/92)  266.349  (m)          873.85   (f) ADJ UNCH    2 0
 GF0120
 GF0120.Superseded values are not recommended for survey control.
 GF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0120.See file dsdata.txt to determine how the superseded data were derived.
 GF0120
 GF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA077155(NAD 83)
 GF0120_MARKER: DB = BENCH MARK DISK
 GF0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0120_STAMPING: E 37 1934
 GF0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0120+STABILITY: SURFACE MOTION
 GF0120
 GF0120  HISTORY     - Date     Condition        Report By
 GF0120  HISTORY     - 1934     MONUMENTED       CGS
 GF0120  HISTORY     - 1972     GOOD             USGS
 GF0120  HISTORY     - 1972     GOOD             NGS
 GF0120
 GF0120                          STATION DESCRIPTION
 GF0120
 GF0120'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GF0120'AT ZINC.
 GF0120'THE RAILROAD STATION HAS BEEN REMOVED AND ENTRACE OF IT WAS
 GF0120'FOUND.  A NEW DESCRIPTION IS AS FOLLOWS-- AT ZINC, BOONE COUNTY,
 GF0120'ABOUT 350 FT. SE OF THE POST OFFICE, NEAR THE CENTER OF SW 1/4
 GF0120'NE 1/4 SEC. 20, T-19-N, R-18-W, 142 FT. SE ALONG THE TRACK
 GF0120'FROM A ROAD CROSSING, 18 FT EAST OF THE CENTERLINE OF TRACK,
 GF0120'12 FT. NE OF THE EAST END OF A TILE CULVERT UNDER THE TRACK,
 GF0120'1 FT. EAST OF A METAL WITNESS SIGN, STD. TABLET, STAMPED E
 GF0120'37 1934 SET IN TOP OF CONC. POST.
 GF0120
 GF0120                          STATION RECOVERY (1972)
 GF0120
 GF0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GF0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0096 ***********************************************************************
 GF0096  DESIGNATION -  E 38
 GF0096  PID         -  GF0096
 GF0096  STATE/COUNTY-  AR/BAXTER
 GF0096  USGS QUAD   -  CLARKRIDGE (1981)
 GF0096
 GF0096                         *CURRENT SURVEY CONTROL
 GF0096  ___________________________________________________________________
 GF0096* NAD 83(1986)-  36 22 30.     (N)    092 19 02.     (W)     SCALED    
 GF0096* NAVD 88     -       250.412  (meters)     821.56   (feet)  ADJUSTED  
 GF0096  ___________________________________________________________________
 GF0096  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0096  DYNAMIC HT  -         250.200 (meters)     820.86  (feet)  COMP
 GF0096  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GF0096
 GF0096  VERT ORDER  -  SECOND    CLASS 0
 GF0096
 GF0096.The horizontal coordinates were scaled from a topographic map and have
 GF0096.an estimated accuracy of +/- 6 seconds.
 GF0096
 GF0096.The orthometric height was determined by differential leveling
 GF0096.and adjusted by the National Geodetic Survey in June 1991..
 GF0096
 GF0096.The geoid height was determined by GEOID03.
 GF0096
 GF0096.The dynamic height is computed by dividing the NAVD 88
 GF0096.geopotential number by the normal gravity value computed on the
 GF0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0096.degrees latitude (g = 980.6199 gals.).
 GF0096
 GF0096.The modeled gravity was interpolated from observed gravity values.
 GF0096
 GF0096;                    North         East    Units  Estimated Accuracy
 GF0096;SPC AR N     -   226,560.      371,530.      MT  (+/- 180 meters Scaled)
 GF0096
 GF0096                          SUPERSEDED SURVEY CONTROL
 GF0096
 GF0096  NGVD 29 (??/??/92)  250.298  (m)          821.19   (f) ADJ UNCH    2 0
 GF0096
 GF0096.Superseded values are not recommended for survey control.
 GF0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0096.See file dsdata.txt to determine how the superseded data were derived.
 GF0096
 GF0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA612257(NAD 83)
 GF0096_MARKER: DB = BENCH MARK DISK
 GF0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0096_STAMPING: E-38 1934
 GF0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0096+STABILITY: SURFACE MOTION
 GF0096
 GF0096  HISTORY     - Date     Condition        Report By
 GF0096  HISTORY     - 1934     MONUMENTED       CGS
 GF0096  HISTORY     - 1965     GOOD             USGS
 GF0096
 GF0096                          STATION DESCRIPTION
 GF0096
 GF0096'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GF0096'5 MI NE FROM MOUNTAIN HOME.
 GF0096'5.0 MI. NE ALONG U.S. 62 FROM THE COUNTY COURTHOUSE AT MOUNTAIN
 GF0096'HOME, ARK. BAXTER CO, 450 FT. EAST ALONG THE HIGHWAY AND 20.2
 GF0096'FT HIGHER THAN THE CENTERLINE OF A T-RD. N, ON THE NORTH SIDE
 GF0096'OF THE HIGHWAY FROM A WHITE FRAME HOUSE, 80 FT SE OF THE SE
 GF0096'CORNER OF AN OLD BARN, 66 FT. NE OF THE CENTER OF AN IRON GATE,
 GF0096'36 FT EAST OF A SIGN BOARD, 34.7 FT. NORMAL TO AND ON THE NW
 GF0096'SIDE FROM CENTER OF HIGHWAY, A STANDARD TABLET SET IN A CONCRETE
 GF0096'POST, STAMPED E-38 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0053 ***********************************************************************
 GF0053  DESIGNATION -  E 39
 GF0053  PID         -  GF0053
 GF0053  STATE/COUNTY-  AR/BAXTER
 GF0053  USGS QUAD   -  NORFORK (1966)
 GF0053
 GF0053                         *CURRENT SURVEY CONTROL
 GF0053  ___________________________________________________________________
 GF0053* NAD 83(1986)-  36 13 46.     (N)    092 18 08.     (W)     SCALED    
 GF0053* NAVD 88     -       123.503  (meters)     405.19   (feet)  ADJUSTED  
 GF0053  ___________________________________________________________________
 GF0053  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GF0053  DYNAMIC HT  -         123.398 (meters)     404.85  (feet)  COMP
 GF0053  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GF0053
 GF0053  VERT ORDER  -  SECOND    CLASS 0
 GF0053
 GF0053.The horizontal coordinates were scaled from a topographic map and have
 GF0053.an estimated accuracy of +/- 6 seconds.
 GF0053
 GF0053.The orthometric height was determined by differential leveling
 GF0053.and adjusted by the National Geodetic Survey in June 1991..
 GF0053
 GF0053.The geoid height was determined by GEOID03.
 GF0053
 GF0053.The dynamic height is computed by dividing the NAVD 88
 GF0053.geopotential number by the normal gravity value computed on the
 GF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0053.degrees latitude (g = 980.6199 gals.).
 GF0053
 GF0053.The modeled gravity was interpolated from observed gravity values.
 GF0053
 GF0053;                    North         East    Units  Estimated Accuracy
 GF0053;SPC AR N     -   210,410.      372,830.      MT  (+/- 180 meters Scaled)
 GF0053
 GF0053                          SUPERSEDED SURVEY CONTROL
 GF0053
 GF0053  NGVD 29 (??/??/92)  123.397  (m)          404.85   (f) ADJ UNCH    2 0
 GF0053
 GF0053.Superseded values are not recommended for survey control.
 GF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0053.See file dsdata.txt to determine how the superseded data were derived.
 GF0053
 GF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA627096(NAD 83)
 GF0053_MARKER: DB = BENCH MARK DISK
 GF0053_SETTING: 66 = SET IN ROCK OUTCROP
 GF0053_SP_SET: ROCK LEDGE
 GF0053_STAMPING: E-39 1934
 GF0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0053+STABILITY: POSITION/ELEVATION WELL
 GF0053
 GF0053  HISTORY     - Date     Condition        Report By
 GF0053  HISTORY     - 1934     MONUMENTED       CGS
 GF0053  HISTORY     - 1962     MARK NOT FOUND   USGS
 GF0053
 GF0053                          STATION DESCRIPTION
 GF0053
 GF0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0053'2 MI NW FROM NORFORK.
 GF0053'50 FEET EAST OF POLE 359-9, ABOUT 900 FEET WEST OF OVERHANGING
 GF0053'BLUFF ABOUT 100 FEET HIGH, 12 FEET NORTHEAST OF RAILROAD CENTERLINE,
 GF0053'2 FEET ABOVE TOP OF RAILS, TABLET SET IN TOP OF A LEDGE OF LIMESTONE
 GF0053'IN A CUT.
 GF0053
 GF0053                          STATION RECOVERY (1962)
 GF0053
 GF0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GF0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0006 ***********************************************************************
 FF0006  DESIGNATION -  E 4
 FF0006  PID         -  FF0006
 FF0006  STATE/COUNTY-  AR/POINSETT
 FF0006  USGS QUAD   -  MARKED TREE (1983)
 FF0006
 FF0006                         *CURRENT SURVEY CONTROL
 FF0006  ___________________________________________________________________
 FF0006* NAD 83(1986)-  35 36 09.     (N)    090 27 51.     (W)     SCALED    
 FF0006* NAVD 88     -        67.019  (meters)     219.88   (feet)  ADJUSTED  
 FF0006  ___________________________________________________________________
 FF0006  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF0006  DYNAMIC HT  -          66.961 (meters)     219.69  (feet)  COMP
 FF0006  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 FF0006
 FF0006  VERT ORDER  -  FIRST     CLASS II
 FF0006
 FF0006.The horizontal coordinates were scaled from a topographic map and have
 FF0006.an estimated accuracy of +/- 6 seconds.
 FF0006
 FF0006.The orthometric height was determined by differential leveling
 FF0006.and adjusted by the National Geodetic Survey in June 1991..
 FF0006
 FF0006.The geoid height was determined by GEOID03.
 FF0006
 FF0006.The dynamic height is computed by dividing the NAVD 88
 FF0006.geopotential number by the normal gravity value computed on the
 FF0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0006.degrees latitude (g = 980.6199 gals.).
 FF0006
 FF0006.The modeled gravity was interpolated from observed gravity values.
 FF0006
 FF0006;                    North         East    Units  Estimated Accuracy
 FF0006;SPC AR N     -   141,890.      539,150.      MT  (+/- 180 meters Scaled)
 FF0006
 FF0006                          SUPERSEDED SURVEY CONTROL
 FF0006
 FF0006  NGVD 29 (??/??/??)   66.946  (m)          219.64   (f) ADJUSTED    1 2
 FF0006
 FF0006.Superseded values are not recommended for survey control.
 FF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0006.See file dsdata.txt to determine how the superseded data were derived.
 FF0006
 FF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV297428(NAD 83)
 FF0006_MARKER: DB = BENCH MARK DISK
 FF0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0006_STAMPING: 217.490 E 4 1928
 FF0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0006+STABILITY: SURFACE MOTION
 FF0006
 FF0006  HISTORY     - Date     Condition        Report By
 FF0006  HISTORY     - 1928     MONUMENTED       CGS
 FF0006  HISTORY     - 1956     GOOD             CGS
 FF0006  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0006
 FF0006                          STATION DESCRIPTION
 FF0006
 FF0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0006'5.2 MI NW FROM MARKED TREE.
 FF0006'ABOUT 5.25 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0006'RAILWAY FROM THE STATION AT MARKED TREE, ABOUT 5.5 MILES SOUTHEAST
 FF0006'OF THE STATION AT TRUMANN, AT OAK DONIC, ABOUT 100 YARDS SOUTHWEST
 FF0006'OF OAK DONIC CLUB HOUSE, 35 FEET NORTHEAST OF NORTHEAST RAIL,
 FF0006'50 1/2 FEET EAST-SOUTHEAST OF EAST CORNER OF FLAG STATION, 54 FEET
 FF0006'SOUTHEAST OF TELEPHONE POLE NO. 442/3, 52 FEET NORTH-NORTHWEST
 FF0006'OF A TELEPHONE POLE ON LINE LEADING TO CLUB HOUSE, ABOUT 14 FEET
 FF0006'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0006'PROJECTING 9 INCHES.
 FF0006
 FF0006                          STATION RECOVERY (1978)
 FF0006
 FF0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0581 ***********************************************************************
 GE0581  DESIGNATION -  E 40 RESET
 GE0581  PID         -  GE0581
 GE0581  STATE/COUNTY-  AR/FULTON
 GE0581  USGS QUAD   -  SALEM (1984)
 GE0581
 GE0581                         *CURRENT SURVEY CONTROL
 GE0581  ___________________________________________________________________
 GE0581* NAD 83(1986)-  36 18 13.     (N)    091 45 33.     (W)     SCALED    
 GE0581* NAVD 88     -       234.532  (meters)     769.46   (feet)  ADJUSTED  
 GE0581  ___________________________________________________________________
 GE0581  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0581  DYNAMIC HT  -         234.334 (meters)     768.81  (feet)  COMP
 GE0581  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 GE0581
 GE0581  VERT ORDER  -  SECOND    CLASS 0
 GE0581
 GE0581.The horizontal coordinates were scaled from a topographic map and have
 GE0581.an estimated accuracy of +/- 6 seconds.
 GE0581
 GE0581.The orthometric height was determined by differential leveling
 GE0581.and adjusted by the National Geodetic Survey in June 1991..
 GE0581
 GE0581.The geoid height was determined by GEOID03.
 GE0581
 GE0581.The dynamic height is computed by dividing the NAVD 88
 GE0581.geopotential number by the normal gravity value computed on the
 GE0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0581.degrees latitude (g = 980.6199 gals.).
 GE0581
 GE0581.The modeled gravity was interpolated from observed gravity values.
 GE0581
 GE0581;                    North         East    Units  Estimated Accuracy
 GE0581;SPC AR N     -   218,620.      421,630.      MT  (+/- 180 meters Scaled)
 GE0581
 GE0581                          SUPERSEDED SURVEY CONTROL
 GE0581
 GE0581  NGVD 29 (??/??/92)  234.415  (m)          769.08   (f) ADJ UNCH    2 0
 GE0581
 GE0581.Superseded values are not recommended for survey control.
 GE0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0581.See file dsdata.txt to determine how the superseded data were derived.
 GE0581
 GE0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA114183(NAD 83)
 GE0581_MARKER: DB = BENCH MARK DISK
 GE0581_SETTING: 66 = SET IN ROCK OUTCROP
 GE0581_SP_SET: ROCK OUTCROP
 GE0581_STAMPING: E 40 1934 RESET 1955
 GE0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0581+STABILITY: POSITION/ELEVATION WELL
 GE0581
 GE0581  HISTORY     - Date     Condition        Report By
 GE0581  HISTORY     - 1955     MONUMENTED       CGS
 GE0581
 GE0581                          STATION DESCRIPTION
 GE0581
 GE0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0581'7 MI SE FROM SALEM.
 GE0581'7.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE NORTH ARKANSAS
 GE0581'ELECTRIC CO-OPERATIVE BUILDING AT SALEM, FULTON COUNTY, 0.2 MILE
 GE0581'NORTHWEST OF A WHITE FARMHOUSE, 75 FEET NORTHWEST OF THE
 GE0581'NORTHWEST EDGE OF A RAVINE, 79 FEET NORTHEAST OF THE CENTER
 GE0581'LINE OF THE HIGHWAY, 33 FEET SOUTHEAST OF A 14-INCH FORKED-OAK
 GE0581'TREE, 19 FEET NORTHEAST OF A FENCE, NEAR A WHITE WOODEN WITNESS
 GE0581'POST, IN THE TOP OF A 4- BY 4-FOOT ROCK OUTCROP, AND 0.6 FOOT
 GE0581'ABOVE THE GROUND.  A STANDARD DISK, STAMPED E 40 1934 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1610 ***********************************************************************
 FF1610  DESIGNATION -  E 41
 FF1610  PID         -  FF1610
 FF1610  STATE/COUNTY-  AR/SHARP
 FF1610  USGS QUAD   -  CAVE CITY (1989)
 FF1610
 FF1610                         *CURRENT SURVEY CONTROL
 FF1610  ___________________________________________________________________
 FF1610* NAD 83(1986)-  35 57 05.     (N)    091 32 56.     (W)     SCALED    
 FF1610* NAVD 88     -       210.035  (meters)     689.09   (feet)  ADJUSTED  
 FF1610  ___________________________________________________________________
 FF1610  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FF1610  DYNAMIC HT  -         209.852 (meters)     688.49  (feet)  COMP
 FF1610  MODELED GRAV-     979,757.3   (mgal)                       NAVD 88
 FF1610
 FF1610  VERT ORDER  -  SECOND    CLASS 0
 FF1610
 FF1610.The horizontal coordinates were scaled from a topographic map and have
 FF1610.an estimated accuracy of +/- 6 seconds.
 FF1610
 FF1610.The orthometric height was determined by differential leveling
 FF1610.and adjusted by the National Geodetic Survey in June 1991..
 FF1610.WARNING-Repeat measurements at this control monument indicate possible
 FF1610.vertical movement.
 FF1610
 FF1610.The geoid height was determined by GEOID03.
 FF1610
 FF1610.The dynamic height is computed by dividing the NAVD 88
 FF1610.geopotential number by the normal gravity value computed on the
 FF1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1610.degrees latitude (g = 980.6199 gals.).
 FF1610
 FF1610.The modeled gravity was interpolated from observed gravity values.
 FF1610
 FF1610;                    North         East    Units  Estimated Accuracy
 FF1610;SPC AR N     -   179,610.      440,700.      MT  (+/- 180 meters Scaled)
 FF1610
 FF1610                          SUPERSEDED SURVEY CONTROL
 FF1610
 FF1610  NGVD 29 (??/??/??)  209.957  (m)          688.83   (f) ADJUSTED    2 0
 FF1610
 FF1610.Superseded values are not recommended for survey control.
 FF1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1610.See file dsdata.txt to determine how the superseded data were derived.
 FF1610
 FF1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308795(NAD 83)
 FF1610_MARKER: DB = BENCH MARK DISK
 FF1610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1610_SP_SET: BUILDING
 FF1610_STAMPING: E 41 1934 686.770
 FF1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1610+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 FF1610
 FF1610  HISTORY     - Date     Condition        Report By
 FF1610  HISTORY     - 1934     MONUMENTED       CGS
 FF1610  HISTORY     - 1955     GOOD             CGS
 FF1610  HISTORY     - 20020419 GOOD             USACE
 FF1610
 FF1610                          STATION DESCRIPTION
 FF1610
 FF1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1610'1 MI NW FROM CAVE CITY.
 FF1610'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 FF1610'AT CAVE CITY, 197 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 FF1610'3.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE STONE ELEMENTARY
 FF1610'SCHOOL BUILDING, 6.0 FEET ABOVE THE GROUND, SET VERTICALLY IN
 FF1610'THE EAST WALL OF THE SCHOOL BUILDING.  THIS IS THE 3RD BUILDING
 FF1610'NORTH OF THE SOUTH END OF A ROW OF 5 STONE SCHOOL BUILDINGS.
 FF1610
 FF1610                          STATION RECOVERY (2002)
 FF1610
 FF1610'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1540 ***********************************************************************
 FF1540  DESIGNATION -  E 42
 FF1540  PID         -  FF1540
 FF1540  STATE/COUNTY-  AR/CLEBURNE
 FF1540  USGS QUAD   -  GREERS FERRY DAM (1973)
 FF1540
 FF1540                         *CURRENT SURVEY CONTROL
 FF1540  ___________________________________________________________________
 FF1540* NAD 83(1986)-  35 34 21.     (N)    091 56 05.     (W)     SCALED    
 FF1540* NAVD 88     -       270.155  (meters)     886.33   (feet)  ADJUSTED  
 FF1540  ___________________________________________________________________
 FF1540  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1540  DYNAMIC HT  -         269.909 (meters)     885.53  (feet)  COMP
 FF1540  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 FF1540
 FF1540  VERT ORDER  -  SECOND    CLASS 0
 FF1540
 FF1540.The horizontal coordinates were scaled from a topographic map and have
 FF1540.an estimated accuracy of +/- 6 seconds.
 FF1540
 FF1540.The orthometric height was determined by differential leveling
 FF1540.and adjusted by the National Geodetic Survey in June 1991..
 FF1540
 FF1540.The geoid height was determined by GEOID03.
 FF1540
 FF1540.The dynamic height is computed by dividing the NAVD 88
 FF1540.geopotential number by the normal gravity value computed on the
 FF1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1540.degrees latitude (g = 980.6199 gals.).
 FF1540
 FF1540.The modeled gravity was interpolated from observed gravity values.
 FF1540
 FF1540;                    North         East    Units  Estimated Accuracy
 FF1540;SPC AR N     -   137,480.      405,920.      MT  (+/- 180 meters Scaled)
 FF1540
 FF1540                          SUPERSEDED SURVEY CONTROL
 FF1540
 FF1540  NGVD 29 (??/??/??)  270.081  (m)          886.09   (f) ADJUSTED    2 0
 FF1540
 FF1540.Superseded values are not recommended for survey control.
 FF1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1540.See file dsdata.txt to determine how the superseded data were derived.
 FF1540
 FF1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV965370(NAD 83)
 FF1540_MARKER: DB = BENCH MARK DISK
 FF1540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1540_SP_SET: CULVERT
 FF1540_STAMPING: E 42 1935
 FF1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1540
 FF1540  HISTORY     - Date     Condition        Report By
 FF1540  HISTORY     - 1935     MONUMENTED       CGS
 FF1540  HISTORY     - 1954     GOOD             CGS
 FF1540
 FF1540                          STATION DESCRIPTION
 FF1540
 FF1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FF1540'4.7 MI SE FROM DRASCO.
 FF1540'4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1540'AT DRASCO, 0.6 MILE NORTH OF IDA, AT A 12- BY 4-FOOT CONCRETE ARCH
 FF1540'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL,
 FF1540'AND ABOUT 0.5 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 FF1540'STAMPED E 42 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1583 ***********************************************************************
 FF1583  DESIGNATION -  E 43
 FF1583  PID         -  FF1583
 FF1583  STATE/COUNTY-  AR/IZARD
 FF1583  USGS QUAD   -  BETHESDA (1989)
 FF1583
 FF1583                         *CURRENT SURVEY CONTROL
 FF1583  ___________________________________________________________________
 FF1583* NAD 83(1986)-  35 51 16.     (N)    091 50 41.     (W)     SCALED    
 FF1583* NAVD 88     -        92.421  (meters)     303.22   (feet)  ADJUSTED  
 FF1583  ___________________________________________________________________
 FF1583  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FF1583  DYNAMIC HT  -          92.342 (meters)     302.96  (feet)  COMP
 FF1583  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 FF1583
 FF1583  VERT ORDER  -  SECOND    CLASS 0
 FF1583
 FF1583.The horizontal coordinates were scaled from a topographic map and have
 FF1583.an estimated accuracy of +/- 6 seconds.
 FF1583
 FF1583.The orthometric height was determined by differential leveling
 FF1583.and adjusted by the National Geodetic Survey in June 1991..
 FF1583
 FF1583.The geoid height was determined by GEOID03.
 FF1583
 FF1583.The dynamic height is computed by dividing the NAVD 88
 FF1583.geopotential number by the normal gravity value computed on the
 FF1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1583.degrees latitude (g = 980.6199 gals.).
 FF1583
 FF1583.The modeled gravity was interpolated from observed gravity values.
 FF1583
 FF1583;                    North         East    Units  Estimated Accuracy
 FF1583;SPC AR N     -   168,770.      414,030.      MT  (+/- 180 meters Scaled)
 FF1583
 FF1583                          SUPERSEDED SURVEY CONTROL
 FF1583
 FF1583  NGVD 29 (??/??/??)   92.335  (m)          302.94   (f) ADJUSTED    2 0
 FF1583
 FF1583.Superseded values are not recommended for survey control.
 FF1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1583.See file dsdata.txt to determine how the superseded data were derived.
 FF1583
 FF1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV043684(NAD 83)
 FF1583_MARKER: DB = BENCH MARK DISK
 FF1583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1583_SP_SET: SEMAPHORE
 FF1583_STAMPING: E 43 1934
 FF1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1583
 FF1583  HISTORY     - Date     Condition        Report By
 FF1583  HISTORY     - 1934     MONUMENTED       CGS
 FF1583
 FF1583                          STATION DESCRIPTION
 FF1583
 FF1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1583'7.8 MI SE FROM GUION.
 FF1583'IN INDEPENDENCE COUNTY, ABOUT 7.8 MILES SOUTHEAST ALONG THE
 FF1583'MISSOURI PACIFIC RAILROAD FROM THE SILICA PRODUCTS CO. PLANT
 FF1583'AT GUION, IZARD COUNTY, ABOUT 100 FEET NORTH OF THE FIFTEENTH
 FF1583'POLE NORTHWEST OF MILEPOST 304, ABOUT 115 FEET SOUTH OF THE
 FF1583'SOUTH END OF BRIDGE 24 OVER LAFFERTY CREEK, 8.5 FEET EAST OF
 FF1583'THE CENTER LINE OF THE TRACK, AND IN THE NORTHWEST CORNER OF THE
 FF1583'CONCRETE BASE OF AN ABANDONED SEMAPHORE, ABOUT 1 FOOT LOWER THAN
 FF1583'THE TOP OF THE RAILS.  A STANDARD DISK, STAMPED E 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0934 ***********************************************************************
 FF0934  DESIGNATION -  E 44
 FF0934  PID         -  FF0934
 FF0934  STATE/COUNTY-  AR/INDEPENDENCE
 FF0934  USGS QUAD   -  STRAWBERRY (1980)
 FF0934
 FF0934                         *CURRENT SURVEY CONTROL
 FF0934  ___________________________________________________________________
 FF0934* NAD 83(1986)-  35 53 15.     (N)    091 17 58.     (W)     SCALED    
 FF0934* NAVD 88     -       100.877  (meters)     330.96   (feet)  ADJUSTED  
 FF0934  ___________________________________________________________________
 FF0934  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FF0934  DYNAMIC HT  -         100.791 (meters)     330.68  (feet)  COMP
 FF0934  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 FF0934
 FF0934  VERT ORDER  -  SECOND    CLASS 0
 FF0934
 FF0934.The horizontal coordinates were scaled from a topographic map and have
 FF0934.an estimated accuracy of +/- 6 seconds.
 FF0934
 FF0934.The orthometric height was determined by differential leveling
 FF0934.and adjusted by the National Geodetic Survey in June 1991..
 FF0934
 FF0934.The geoid height was determined by GEOID03.
 FF0934
 FF0934.The dynamic height is computed by dividing the NAVD 88
 FF0934.geopotential number by the normal gravity value computed on the
 FF0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0934.degrees latitude (g = 980.6199 gals.).
 FF0934
 FF0934.The modeled gravity was interpolated from observed gravity values.
 FF0934
 FF0934;                    North         East    Units  Estimated Accuracy
 FF0934;SPC AR N     -   172,650.      463,250.      MT  (+/- 180 meters Scaled)
 FF0934
 FF0934                          SUPERSEDED SURVEY CONTROL
 FF0934
 FF0934  NGVD 29 (??/??/??)  100.792  (m)          330.68   (f) ADJUSTED    2 0
 FF0934
 FF0934.Superseded values are not recommended for survey control.
 FF0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0934.See file dsdata.txt to determine how the superseded data were derived.
 FF0934
 FF0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV534728(NAD 83)
 FF0934_MARKER: DB = BENCH MARK DISK
 FF0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0934_STAMPING: E 44 1935 330.682
 FF0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0934+STABILITY: SURFACE MOTION
 FF0934
 FF0934  HISTORY     - Date     Condition        Report By
 FF0934  HISTORY     - 1935     MONUMENTED       CGS
 FF0934  HISTORY     - 1949     POOR             CGS
 FF0934  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0934
 FF0934                          STATION DESCRIPTION
 FF0934
 FF0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0934'3.3 MI NE FROM DOWDY.
 FF0934'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF0934'AT DOWDY, ABOUT 0.15 MILE SOUTH OF THE INDEPENDENCE-LAWRENCE
 FF0934'COUNTY LINE, 310 FEET SOUTH OF A PIPE CULVERT, 290 FEET NORTH OF
 FF0934'THE INTERSECTION WITH A DIM ROAD LEADING EAST, AT THE SUMMIT
 FF0934'OF A KNOLL, AND 29.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FF0934'A STANDARD DISK, STAMPED E 44 1935 AND SET IN THE TOP OF A CONCRETE
 FF0934'POST.
 FF0934
 FF0934                          STATION RECOVERY (2002)
 FF0934
 FF0934'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1295 ***********************************************************************
 FG1295  DESIGNATION -  E 45
 FG1295  PID         -  FG1295
 FG1295  STATE/COUNTY-  AR/FRANKLIN
 FG1295  USGS QUAD   -  CAULKSVILLE (1993)
 FG1295
 FG1295                         *CURRENT SURVEY CONTROL
 FG1295  ___________________________________________________________________
 FG1295* NAD 83(1986)-  35 22 21.     (N)    093 50 56.     (W)     SCALED    
 FG1295* NAVD 88     -       160.199  (meters)     525.59   (feet)  ADJUSTED  
 FG1295  ___________________________________________________________________
 FG1295  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 FG1295  DYNAMIC HT  -         160.048 (meters)     525.09  (feet)  COMP
 FG1295  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FG1295
 FG1295  VERT ORDER  -  SECOND    CLASS 0
 FG1295
 FG1295.The horizontal coordinates were scaled from a topographic map and have
 FG1295.an estimated accuracy of +/- 6 seconds.
 FG1295
 FG1295.The orthometric height was determined by differential leveling
 FG1295.and adjusted by the National Geodetic Survey in June 1991..
 FG1295
 FG1295.The geoid height was determined by GEOID03.
 FG1295
 FG1295.The dynamic height is computed by dividing the NAVD 88
 FG1295.geopotential number by the normal gravity value computed on the
 FG1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1295.degrees latitude (g = 980.6199 gals.).
 FG1295
 FG1295.The modeled gravity was interpolated from observed gravity values.
 FG1295
 FG1295;                    North         East    Units  Estimated Accuracy
 FG1295;SPC AR N     -   116,860.      232,010.      MT  (+/- 180 meters Scaled)
 FG1295
 FG1295                          SUPERSEDED SURVEY CONTROL
 FG1295
 FG1295  NGVD 29 (??/??/92)  160.144  (m)          525.41   (f) ADJ UNCH    2 0
 FG1295
 FG1295.Superseded values are not recommended for survey control.
 FG1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1295.See file dsdata.txt to determine how the superseded data were derived.
 FG1295
 FG1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV228146(NAD 83)
 FG1295_MARKER: DB = BENCH MARK DISK
 FG1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1295_STAMPING: E 45 1934
 FG1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1295+STABILITY: SURFACE MOTION
 FG1295
 FG1295  HISTORY     - Date     Condition        Report By
 FG1295  HISTORY     - 1934     MONUMENTED       CGS
 FG1295  HISTORY     - 1959     GOOD             NGS
 FG1295  HISTORY     - 1963     GOOD             USGS
 FG1295
 FG1295                          STATION DESCRIPTION
 FG1295
 FG1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1295'9.4 MI S FROM OZARK.
 FG1295'DESCRIPTION-- 8.4 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI
 FG1295'PACIFIC RAILROAD STATION AT OZARK, 150 FEET SOUTHWEST OF THE CENTER OF
 FG1295'THE JUNCTION WITH A COUNTY ROAD, 64.3 FEET SOUTH OF THE SOUTH-EAST
 FG1295'CORNER OF THE MONTOOTH GROCERY, 56.9 FEET WEST OF THE CENTERLINE OF
 FG1295'THE HIGHWAY, 14.9 FEET WEST OF THE NORTHEAST CORNER OF A PASTURE
 FG1295'FENCE, AND 1.3 FEET NORTH OF AN EAST-AND-WEST FENCE.  1963 USGS
 FG1295'REPORT-DELETE 64.3 FT S OF THE SE CORNER OF GARAGE...ETC TO END OF
 FG1295'DESC.  ADD-- 150 FT SW OF CROSSING, IN PASTURE ABOUT 300 FT NORTH OF
 FG1295'THE STORE.  NOTE-- THE GARAGE IS NOW OCCUPIED BY THE MANTOOTH GROCERY.
 FG1295
 FG1295                          STATION RECOVERY (1963)
 FG1295
 FG1295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1275 ***********************************************************************
 FG1275  DESIGNATION -  E 46
 FG1275  PID         -  FG1275
 FG1275  STATE/COUNTY-  AR/LOGAN
 FG1275  USGS QUAD   -  MAGAZINE (1983)
 FG1275
 FG1275                         *CURRENT SURVEY CONTROL
 FG1275  ___________________________________________________________________
 FG1275* NAD 83(1986)-  35 08 58.     (N)    093 47 48.     (W)     SCALED    
 FG1275* NAVD 88     -       144.069  (meters)     472.67   (feet)  ADJUSTED  
 FG1275  ___________________________________________________________________
 FG1275  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FG1275  DYNAMIC HT  -         143.929 (meters)     472.21  (feet)  COMP
 FG1275  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 FG1275
 FG1275  VERT ORDER  -  SECOND    CLASS 0
 FG1275
 FG1275.The horizontal coordinates were scaled from a topographic map and have
 FG1275.an estimated accuracy of +/- 6 seconds.
 FG1275
 FG1275.The orthometric height was determined by differential leveling
 FG1275.and adjusted by the National Geodetic Survey in June 1991..
 FG1275
 FG1275.The geoid height was determined by GEOID03.
 FG1275
 FG1275.The dynamic height is computed by dividing the NAVD 88
 FG1275.geopotential number by the normal gravity value computed on the
 FG1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1275.degrees latitude (g = 980.6199 gals.).
 FG1275
 FG1275.The modeled gravity was interpolated from observed gravity values.
 FG1275
 FG1275;                    North         East    Units  Estimated Accuracy
 FG1275;SPC AR N     -    92,030.      236,300.      MT  (+/- 180 meters Scaled)
 FG1275
 FG1275                          SUPERSEDED SURVEY CONTROL
 FG1275
 FG1275  NGVD 29 (??/??/92)  144.00   (m)          472.4    (f) COMPUTED    2 0
 FG1275
 FG1275.Superseded values are not recommended for survey control.
 FG1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1275.See file dsdata.txt to determine how the superseded data were derived.
 FG1275
 FG1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU274899(NAD 83)
 FG1275_MARKER: DB = BENCH MARK DISK
 FG1275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1275_SP_SET: BUILDING
 FG1275_STAMPING: E-46 1934
 FG1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1275
 FG1275  HISTORY     - Date     Condition        Report By
 FG1275  HISTORY     - 1934     MONUMENTED       CGS
 FG1275
 FG1275                          STATION DESCRIPTION
 FG1275
 FG1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1275'IN MAGAZINE.
 FG1275'TABLET SET VERTICALLY IN BRICK WALL ON SOUTHWEST CORNER OF MAGAZINE
 FG1275'GRADE SCHOOL HOUSE.  24.5 FEET WEST OF CENTER OF WEST ENTRANCE DOOR ON
 FG1275'SOUTH SIDE OF BUILDING.  4.6 FEET ABOVE THE GROUND.  1.4 FEET EAST OF
 FG1275'SOUTHWEST CORNER OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1153 ***********************************************************************
 FG1153  DESIGNATION -  E 47
 FG1153  PID         -  FG1153
 FG1153  STATE/COUNTY-  AR/YELL
 FG1153  USGS QUAD   -  OLA (1972)
 FG1153
 FG1153                         *CURRENT SURVEY CONTROL
 FG1153  ___________________________________________________________________
 FG1153* NAD 83(1986)-  35 02 07.     (N)    093 13 17.     (W)     SCALED    
 FG1153* NAVD 88     -       110.651  (meters)     363.03   (feet)  ADJUSTED  
 FG1153  ___________________________________________________________________
 FG1153  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FG1153  DYNAMIC HT  -         110.543 (meters)     362.67  (feet)  COMP
 FG1153  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 FG1153
 FG1153  VERT ORDER  -  SECOND    CLASS 0
 FG1153
 FG1153.The horizontal coordinates were scaled from a topographic map and have
 FG1153.an estimated accuracy of +/- 6 seconds.
 FG1153
 FG1153.The orthometric height was determined by differential leveling
 FG1153.and adjusted by the National Geodetic Survey in June 1991..
 FG1153
 FG1153.The geoid height was determined by GEOID03.
 FG1153
 FG1153.The dynamic height is computed by dividing the NAVD 88
 FG1153.geopotential number by the normal gravity value computed on the
 FG1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1153.degrees latitude (g = 980.6199 gals.).
 FG1153
 FG1153.The modeled gravity was interpolated from observed gravity values.
 FG1153
 FG1153;                    North         East    Units  Estimated Accuracy
 FG1153;SPC AR N     -    78,570.      288,550.      MT  (+/- 180 meters Scaled)
 FG1153
 FG1153                          SUPERSEDED SURVEY CONTROL
 FG1153
 FG1153  NGVD 29 (??/??/92)  110.619  (m)          362.92   (f) ADJ UNCH    2 0
 FG1153
 FG1153.Superseded values are not recommended for survey control.
 FG1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1153.See file dsdata.txt to determine how the superseded data were derived.
 FG1153
 FG1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU798769(NAD 83)
 FG1153_MARKER: DB = BENCH MARK DISK
 FG1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1153_STAMPING: E-47 1934
 FG1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1153+STABILITY: SURFACE MOTION
 FG1153
 FG1153  HISTORY     - Date     Condition        Report By
 FG1153  HISTORY     - 1934     MONUMENTED       CGS
 FG1153  HISTORY     - 1965     GOOD             USFS
 FG1153  HISTORY     - 1983     GOOD             LOCSUR
 FG1153
 FG1153                          STATION DESCRIPTION
 FG1153
 FG1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1153'IN OLA.
 FG1153'ABOUT .25 MILE WEST OF CHICAGO, ROCK ISLAND AND PACIFIC RY. STATION,
 FG1153'ALONG C.R.I. AND P. RY, ABOUT 175 FEET WEST OF STATE HIGHWAY NO. 7
 FG1153'BRIDGE OVER C.R.I. AND P. RY.  58.5 FEET SOUTH OF CENTERLINE OF C.R.I.
 FG1153'AND P. RY. TRACK.  11.2 FEET NORTHWEST OF NORTHEAST FENCE CORNER. 2.3
 FG1153'FEET NORTH OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST
 FG1153'CONCRETE POST.
 FG1153
 FG1153                          STATION RECOVERY (1965)
 FG1153
 FG1153'RECOVERY NOTE BY US FOREST SERVICE 1965
 FG1153'RECOVERED IN GOOD CONDITION.
 FG1153
 FG1153                          STATION RECOVERY (1983)
 FG1153
 FG1153'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 FG1153'CHANGE TO READ: 0.25 MI WEST OF STATION, 169 FT. WEST OF BRIDGE ON
 FG1153'STATE HWY. 7 OVER R.R. 50 FT. SOUTH OF CENTERLINE OF TRACK, AND 2.3
 FG1153'FT. NORTH OF A FENCE IN POOR CONDITION. THE MARKER IS IN AN AREA OF
 FG1153'HEAVY BRUSH AND VINES. IF IT IS CLEARED AT ANYTIME THE MARKER MAY BE
 FG1153'DISTURBED)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0977 ***********************************************************************
 FG0977  DESIGNATION -  E 48
 FG0977  PID         -  FG0977
 FG0977  STATE/COUNTY-  AR/NEWTON
 FG0977  USGS QUAD   -  DEER (1980)
 FG0977
 FG0977                         *CURRENT SURVEY CONTROL
 FG0977  ___________________________________________________________________
 FG0977* NAD 83(1986)-  35 48 54.     (N)    093 09 28.     (W)     SCALED    
 FG0977* NAVD 88     -       657.528  (meters)    2157.24   (feet)  ADJUSTED  
 FG0977  ___________________________________________________________________
 FG0977  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0977  DYNAMIC HT  -         656.891 (meters)    2155.15  (feet)  COMP
 FG0977  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 FG0977
 FG0977  VERT ORDER  -  SECOND    CLASS 0
 FG0977
 FG0977.The horizontal coordinates were scaled from a topographic map and have
 FG0977.an estimated accuracy of +/- 6 seconds.
 FG0977
 FG0977.The orthometric height was determined by differential leveling
 FG0977.and adjusted by the National Geodetic Survey in June 1991..
 FG0977
 FG0977.The geoid height was determined by GEOID03.
 FG0977
 FG0977.The dynamic height is computed by dividing the NAVD 88
 FG0977.geopotential number by the normal gravity value computed on the
 FG0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0977.degrees latitude (g = 980.6199 gals.).
 FG0977
 FG0977.The modeled gravity was interpolated from observed gravity values.
 FG0977
 FG0977;                    North         East    Units  Estimated Accuracy
 FG0977;SPC AR N     -   165,000.      295,380.      MT  (+/- 180 meters Scaled)
 FG0977
 FG0977                          SUPERSEDED SURVEY CONTROL
 FG0977
 FG0977  NGVD 29 (??/??/92)  657.439  (m)         2156.95   (f) ADJ UNCH    2 0
 FG0977
 FG0977.Superseded values are not recommended for survey control.
 FG0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0977.See file dsdata.txt to determine how the superseded data were derived.
 FG0977
 FG0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV857634(NAD 83)
 FG0977_MARKER: DB = BENCH MARK DISK
 FG0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0977_STAMPING: E 48 1934
 FG0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0977+STABILITY: SURFACE MOTION
 FG0977
 FG0977  HISTORY     - Date     Condition        Report By
 FG0977  HISTORY     - 1934     MONUMENTED       CGS
 FG0977
 FG0977                          STATION DESCRIPTION
 FG0977
 FG0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0977'5.9 MI NE FROM DEER.
 FG0977'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE SCHOOL AT DEER, 225
 FG0977'FEET NORTHWEST OF THE FARMHOUSE OF FRANK CHEATHAM, 36.8 FEET SOUTH OF
 FG0977'THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTH OF A LOG FENCE
 FG0977'PARALLELING THE HIGHWAY, AND 6.1 FEET EAST OF A 10 INCH HICKORY TREE.
 FG0977'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0158 ***********************************************************************
 FF0158  DESIGNATION -  E 5
 FF0158  PID         -  FF0158
 FF0158  STATE/COUNTY-  AR/CRITTENDEN
 FF0158  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0158
 FF0158                         *CURRENT SURVEY CONTROL
 FF0158  ___________________________________________________________________
 FF0158* NAD 83(1986)-  35 11 36.     (N)    090 10 14.     (W)     SCALED    
 FF0158* NAVD 88     -        67.173  (meters)     220.38   (feet)  ADJUSTED  
 FF0158  ___________________________________________________________________
 FF0158  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0158  DYNAMIC HT  -          67.113 (meters)     220.19  (feet)  COMP
 FF0158  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 FF0158
 FF0158  VERT ORDER  -  FIRST     CLASS II
 FF0158
 FF0158.The horizontal coordinates were scaled from a topographic map and have
 FF0158.an estimated accuracy of +/- 6 seconds.
 FF0158
 FF0158.The orthometric height was determined by differential leveling
 FF0158.and adjusted by the National Geodetic Survey in June 1991..
 FF0158
 FF0158.The geoid height was determined by GEOID03.
 FF0158
 FF0158.The dynamic height is computed by dividing the NAVD 88
 FF0158.geopotential number by the normal gravity value computed on the
 FF0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0158.degrees latitude (g = 980.6199 gals.).
 FF0158
 FF0158.The modeled gravity was interpolated from observed gravity values.
 FF0158
 FF0158;                    North         East    Units  Estimated Accuracy
 FF0158;SPC AR N     -    96,960.      566,600.      MT  (+/- 180 meters Scaled)
 FF0158
 FF0158                          SUPERSEDED SURVEY CONTROL
 FF0158
 FF0158  NGVD 29 (10/05/93)   67.174  (m)          220.39   (f) ADJUSTED    1 2
 FF0158
 FF0158.Superseded values are not recommended for survey control.
 FF0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0158.See file dsdata.txt to determine how the superseded data were derived.
 FF0158
 FF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU576981(NAD 83)
 FF0158_MARKER: DB = BENCH MARK DISK
 FF0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0158_SP_SET: CONCRETE POST
 FF0158_STAMPING: E 5 1928 220.278
 FF0158_MARK LOGO: CGS   
 FF0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0158+STABILITY: SURFACE MOTION
 FF0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0158+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF0158
 FF0158  HISTORY     - Date     Condition        Report By
 FF0158  HISTORY     - 1928     MONUMENTED       CGS
 FF0158  HISTORY     - 1956     GOOD             CGS
 FF0158  HISTORY     - 19920318 GOOD             NGS
 FF0158  HISTORY     - 20021016 GOOD             USACE
 FF0158
 FF0158                          STATION DESCRIPTION
 FF0158
 FF0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0158'2 MI SE FROM MARION.
 FF0158'2.05 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0158'FROM THE STATION AT MARION, ACROSS THE TRACK FROM A POINT
 FF0158'BETWEEN MILEAGE TELEPHONE POLES NO. 475/29 AND 475/30, AT A
 FF0158'NORTH-SOUTH DIRT ROAD CROSSING, 24 FEET SOUTHWEST OF SOUTHWEST
 FF0158'RAIL, 77 FEET WEST OF CENTER OF CROSSING, 62 FEET WEST OF
 FF0158'CROSSING WARNING SIGN, 42 1/2 FEET EAST-SOUTHEAST OF A TELEPHONE
 FF0158'POLE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0158'6 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0158'POST PROJECTING 2 INCHES.
 FF0158
 FF0158                          STATION RECOVERY (1992)
 FF0158
 FF0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0158'3.4 KM (2.10 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF0158'FROM THE JUNCTION OF U.S. HIGHWAY 64 IN MARION, 21.5 M (70.5 FT)
 FF0158'NORTHWEST OF THE CENTER OF A DIRT ROAD, 7.2 M (23.6 FT) SOUTHWEST OF
 FF0158'THE NEAR RAIL, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 FF0158'GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED AND THE 5 OF THE
 FF0158'ORIGINAL STAMPING IS NO LONGER LEGIBLE,  AND THE MONUMENT HAS BEEN
 FF0158'CHIPPED ON THE SOUTH SIDE.
 FF0158
 FF0158                          STATION RECOVERY (2002)
 FF0158
 FF0158'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0158'MONUMENT HAS BEEN CHIPPED, BUT SHOULD HOLD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1316 ***********************************************************************
 FG1316  DESIGNATION -  E 51 RESET
 FG1316  PID         -  FG1316
 FG1316  STATE/COUNTY-  AR/MADISON
 FG1316  USGS QUAD   -  WITTER (1973)
 FG1316
 FG1316                         *CURRENT SURVEY CONTROL
 FG1316  ___________________________________________________________________
 FG1316* NAD 83(1986)-  35 55 18.     (N)    093 41 12.     (W)     SCALED    
 FG1316* NAVD 88     -       443.26   (meters)    1454.3    (feet)  RESET     
 FG1316  ___________________________________________________________________
 FG1316  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG1316
 FG1316  VERT ORDER  -  THIRD
 FG1316
 FG1316.The horizontal coordinates were scaled from a topographic map and have
 FG1316.an estimated accuracy of +/- 6 seconds.
 FG1316
 FG1316.The orthometric height was computed from unverified reset data.
 FG1316.No vertical observational check was made to the station.
 FG1316
 FG1316.The geoid height was determined by GEOID03.
 FG1316
 FG1316;                    North         East    Units  Estimated Accuracy
 FG1316;SPC AR N     -   177,520.      247,790.      MT  (+/- 180 meters Scaled)
 FG1316
 FG1316                          SUPERSEDED SURVEY CONTROL
 FG1316
 FG1316  NGVD 29 (??/??/??)  443.14   (m)         1453.9    (f) RESET       3  
 FG1316
 FG1316.Superseded values are not recommended for survey control.
 FG1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1316.See file dsdata.txt to determine how the superseded data were derived.
 FG1316
 FG1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV380754(NAD 83)
 FG1316_MARKER: DB = BENCH MARK DISK
 FG1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1316_STAMPING: 1453.81 E 51 1934 RESET 1953
 FG1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1316+STABILITY: SURFACE MOTION
 FG1316
 FG1316  HISTORY     - Date     Condition        Report By
 FG1316  HISTORY     - 1953     MONUMENTED       CGS
 FG1316  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1316
 FG1316                          STATION DESCRIPTION
 FG1316
 FG1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FG1316'1.2 MI S FROM WITTER.
 FG1316'1.2 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE SCHOOLHOUSE AT WITTER,
 FG1316'MADISON COUNTY, 420 FEET NORTHEAST OF A WOODEN BRIDGE UNDER THE
 FG1316'HIGHWAY, 320 FEET NORTHEAST OF THE H. G. SMITH FARMHOUSE, 39 FEET
 FG1316'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTHEAST OF A
 FG1316'FENCE.  A STANDARD DISK, STAMPED 1453.81 E 51 1934 RESET 1953 AND SET
 FG1316'IN THE TOP OF A CONCRETE POST.
 FG1316
 FG1316                          STATION RECOVERY (1973)
 FG1316
 FG1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0498 ***********************************************************************
 GF0498  DESIGNATION -  E 52
 GF0498  PID         -  GF0498
 GF0498  STATE/COUNTY-  AR/CARROLL
 GF0498  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0498
 GF0498                         *CURRENT SURVEY CONTROL
 GF0498  ___________________________________________________________________
 GF0498* NAD 83(1986)-  36 24 14.     (N)    093 44 17.     (W)     SCALED    
 GF0498* NAVD 88     -       405.116  (meters)    1329.12   (feet)  ADJUSTED  
 GF0498  ___________________________________________________________________
 GF0498  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0498  DYNAMIC HT  -         404.758 (meters)    1327.94  (feet)  COMP
 GF0498  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 GF0498
 GF0498  VERT ORDER  -  SECOND    CLASS 0
 GF0498
 GF0498.The horizontal coordinates were scaled from a topographic map and have
 GF0498.an estimated accuracy of +/- 6 seconds.
 GF0498
 GF0498.The orthometric height was determined by differential leveling
 GF0498.and adjusted by the National Geodetic Survey in June 1991..
 GF0498
 GF0498.The geoid height was determined by GEOID03.
 GF0498
 GF0498.The dynamic height is computed by dividing the NAVD 88
 GF0498.geopotential number by the normal gravity value computed on the
 GF0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0498.degrees latitude (g = 980.6199 gals.).
 GF0498
 GF0498.The modeled gravity was interpolated from observed gravity values.
 GF0498
 GF0498;                    North         East    Units  Estimated Accuracy
 GF0498;SPC AR N     -   231,100.      244,100.      MT  (+/- 180 meters Scaled)
 GF0498
 GF0498                          SUPERSEDED SURVEY CONTROL
 GF0498
 GF0498  NGVD 29 (??/??/92)  404.971  (m)         1328.64   (f) ADJ UNCH    2 0
 GF0498
 GF0498.Superseded values are not recommended for survey control.
 GF0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0498.See file dsdata.txt to determine how the superseded data were derived.
 GF0498
 GF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA338290(NAD 83)
 GF0498_MARKER: DB = BENCH MARK DISK
 GF0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0498_SP_SET: WALL
 GF0498_STAMPING: E 52 1934
 GF0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0498+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2002
 GF0498
 GF0498  HISTORY     - Date     Condition        Report By
 GF0498  HISTORY     - 1934     MONUMENTED       CGS
 GF0498  HISTORY     - 1935     GOOD             NGS
 GF0498  HISTORY     - 1987     GOOD             USPSQD
 GF0498  HISTORY     - 1987     GOOD             USPSQD
 GF0498  HISTORY     - 1988     GOOD             USPSQD
 GF0498  HISTORY     - 1989     GOOD             USPSQD
 GF0498  HISTORY     - 20021228 GOOD             GEOCAC
 GF0498
 GF0498                          STATION DESCRIPTION
 GF0498
 GF0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0498'AT EUREKA SPRINGS.
 GF0498'AT EUREKA SPRINGS, CARROLL COUNTY, AT THE POST OFFICE, 25.2 FEET
 GF0498'SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST FRONT ENTRANCE, IN
 GF0498'THE SOUTHWEST BRICK WALL, 2.2 FEET NORTHWEST OF THE SOUTH CORNER,
 GF0498'AND 3.4 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED E 52 1934
 GF0498'AND SET VERTICALLY.
 GF0498
 GF0498                          STATION RECOVERY (1987)
 GF0498
 GF0498'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0498'RECOVERED IN GOOD CONDITION.
 GF0498
 GF0498                          STATION RECOVERY (1987)
 GF0498
 GF0498'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0498'RECOVERED IN GOOD CONDITION.
 GF0498
 GF0498                          STATION RECOVERY (1988)
 GF0498
 GF0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0498'RECOVERED IN GOOD CONDITION.
 GF0498
 GF0498                          STATION RECOVERY (1989)
 GF0498
 GF0498'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GF0498'RECOVERED IN GOOD CONDITION.
 GF0498
 GF0498                          STATION RECOVERY (2002)
 GF0498
 GF0498'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1344 ***********************************************************************
 FG1344  DESIGNATION -  E 53
 FG1344  PID         -  FG1344
 FG1344  STATE/COUNTY-  AR/MADISON
 FG1344  USGS QUAD   -  BOSTON (1973)
 FG1344
 FG1344                         *CURRENT SURVEY CONTROL
 FG1344  ___________________________________________________________________
 FG1344* NAD 83(1986)-  35 50 18.     (N)    093 31 36.     (W)     SCALED    
 FG1344* NAVD 88     -       677.491  (meters)    2222.74   (feet)  ADJUSTED  
 FG1344  ___________________________________________________________________
 FG1344  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG1344  DYNAMIC HT  -         676.826 (meters)    2220.55  (feet)  COMP
 FG1344  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 FG1344
 FG1344  VERT ORDER  -  SECOND    CLASS 0
 FG1344
 FG1344.The horizontal coordinates were scaled from a topographic map and have
 FG1344.an estimated accuracy of +/- 6 seconds.
 FG1344
 FG1344.The orthometric height was determined by differential leveling
 FG1344.and adjusted by the National Geodetic Survey in June 1991..
 FG1344
 FG1344.The geoid height was determined by GEOID03.
 FG1344
 FG1344.The dynamic height is computed by dividing the NAVD 88
 FG1344.geopotential number by the normal gravity value computed on the
 FG1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1344.degrees latitude (g = 980.6199 gals.).
 FG1344
 FG1344.The modeled gravity was interpolated from observed gravity values.
 FG1344
 FG1344;                    North         East    Units  Estimated Accuracy
 FG1344;SPC AR N     -   168,040.      262,080.      MT  (+/- 180 meters Scaled)
 FG1344
 FG1344                          SUPERSEDED SURVEY CONTROL
 FG1344
 FG1344  NGVD 29 (??/??/92)  677.393  (m)         2222.41   (f) ADJ UNCH    2 0
 FG1344
 FG1344.Superseded values are not recommended for survey control.
 FG1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1344.See file dsdata.txt to determine how the superseded data were derived.
 FG1344
 FG1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV524661(NAD 83)
 FG1344_MARKER: DB = BENCH MARK DISK
 FG1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1344_STAMPING: E 53 1934
 FG1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1344+STABILITY: SURFACE MOTION
 FG1344
 FG1344  HISTORY     - Date     Condition        Report By
 FG1344  HISTORY     - 1934     MONUMENTED       CGS
 FG1344
 FG1344                          STATION DESCRIPTION
 FG1344
 FG1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1344'2.1 MI S FROM REDSTAR.
 FG1344'2.1 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 FG1344'REDSTAR, 400 FEET SOUTHEAST OF THE SUMMIT OF THE HIGHWAY THROUGH JOHN
 FG1344'DAVISON GAP, 60 FEET SOUTHEAST OF A STONE BOX CULVERT, 18 FEET WEST OF
 FG1344'THE CENTERLINE OF A DIM ROAD LEADING UPHILL, AT THE OUTSIDE OF A
 FG1344'CURVE, AND 33 FEET EAST OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 53
 FG1344'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1345 ***********************************************************************
 FG1345  DESIGNATION -  E 53 RESET
 FG1345  PID         -  FG1345
 FG1345  STATE/COUNTY-  AR/MADISON
 FG1345  USGS QUAD   -  BOSTON (1973)
 FG1345
 FG1345                         *CURRENT SURVEY CONTROL
 FG1345  ___________________________________________________________________
 FG1345* NAD 83(1986)-  35 50 18.     (N)    093 31 36.     (W)     SCALED    
 FG1345* NAVD 88     -       679.07   (meters)    2227.9    (feet)  RESET     
 FG1345  ___________________________________________________________________
 FG1345  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG1345
 FG1345  VERT ORDER  -  THIRD
 FG1345
 FG1345.The horizontal coordinates were scaled from a topographic map and have
 FG1345.an estimated accuracy of +/- 6 seconds.
 FG1345
 FG1345.The orthometric height was computed from unverified reset data.
 FG1345
 FG1345.The geoid height was determined by GEOID03.
 FG1345
 FG1345;                    North         East    Units  Estimated Accuracy
 FG1345;SPC AR N     -   168,040.      262,080.      MT  (+/- 180 meters Scaled)
 FG1345
 FG1345                          SUPERSEDED SURVEY CONTROL
 FG1345
 FG1345.No superseded survey control is available for this station.
 FG1345
 FG1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV524661(NAD 83)
 FG1345_MARKER: DB = BENCH MARK DISK
 FG1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1345_STAMPING: E 53 RESET 1963
 FG1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1345+STABILITY: SURFACE MOTION
 FG1345
 FG1345  HISTORY     - Date     Condition        Report By
 FG1345  HISTORY     - 1963     MONUMENTED       CGS
 FG1345
 FG1345                          STATION DESCRIPTION
 FG1345
 FG1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FG1345'2.2 MI S FROM RED STAR.
 FG1345'2.2 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT RED
 FG1345'STAR, ABOUT 400 FEET SOUTHEAST OF THE TOP OF A GRADE, ON A SMALL
 FG1345'SADDLE IN RIDGE, ON THE OUTSIDE OF A CURVE, ABOUT 77 FEET EAST OF THE
 FG1345'CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF A TWIN-OAK TREE, AND SET IN
 FG1345'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1676 ***********************************************************************
 EH1676  DESIGNATION -  E 54
 EH1676  PID         -  EH1676
 EH1676  STATE/COUNTY-  AR/JEFFERSON
 EH1676  USGS QUAD   -  LADD (1975)
 EH1676
 EH1676                         *CURRENT SURVEY CONTROL
 EH1676  ___________________________________________________________________
 EH1676* NAD 83(1986)-  34 13 35.     (N)    091 59 05.     (W)     SCALED    
 EH1676* NAVD 88     -        66.617  (meters)     218.56   (feet)  POSTED    
 EH1676  ___________________________________________________________________
 EH1676  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH1676  DYNAMIC HT  -          66.550 (meters)     218.34  (feet)  COMP
 EH1676  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 EH1676
 EH1676  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EH1676
 EH1676.The horizontal coordinates were scaled from a topographic map and have
 EH1676.an estimated accuracy of +/- 6 seconds.
 EH1676
 EH1676.The orthometric height was determined by differential leveling
 EH1676.and adjusted by the National Geodetic Survey in 1992..
 EH1676.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EH1676.rate greater than 8.0 mm/km.
 EH1676
 EH1676.The geoid height was determined by GEOID03.
 EH1676
 EH1676.The dynamic height is computed by dividing the NAVD 88
 EH1676.geopotential number by the normal gravity value computed on the
 EH1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1676.degrees latitude (g = 980.6199 gals.).
 EH1676
 EH1676.The modeled gravity was interpolated from observed gravity values.
 EH1676
 EH1676;                    North         East    Units  Estimated Accuracy
 EH1676;SPC AR S     -   572,990.      401,410.      MT  (+/- 180 meters Scaled)
 EH1676
 EH1676                          SUPERSEDED SURVEY CONTROL
 EH1676
 EH1676  NGVD 29 (??/??/??)   66.802  (m)          219.17   (f) ADJUSTED    2 0
 EH1676
 EH1676.Superseded values are not recommended for survey control.
 EH1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1676.See file dsdata.txt to determine how the superseded data were derived.
 EH1676
 EH1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT935877(NAD 83)
 EH1676_MARKER: DB = BENCH MARK DISK
 EH1676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1676_SP_SET: BUILDING
 EH1676_STAMPING: E-54 1934
 EH1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1676
 EH1676  HISTORY     - Date     Condition        Report By
 EH1676  HISTORY     - 1934     MONUMENTED       CGS
 EH1676
 EH1676                          STATION DESCRIPTION
 EH1676
 EH1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1676'IN PINE BLUFF.
 EH1676'213 FEET EAST OF M.P. 266-25.  32.2 FEET NORTH OF CENTERLINE OF MAIN
 EH1676'LINE TRACK OF ST. LOUIS SOUTHWESTERN RY.  4.2 FEET ABOVE THE LEVEL OF
 EH1676'GROUND.  1 FT. NORTH OF SOUTHWEST CORNER OF BUILDING.  BRONZE TABLET
 EH1676'SET VERTICALLY IN WEST BRICK WALL OF MAIN OFFICE BUILDING OF S.L.S.RY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1216 ***********************************************************************
 EH1216  DESIGNATION -  E 55
 EH1216  PID         -  EH1216
 EH1216  STATE/COUNTY-  AR/MONROE
 EH1216  USGS QUAD   -  CLARENDON (1968)
 EH1216
 EH1216                         *CURRENT SURVEY CONTROL
 EH1216  ___________________________________________________________________
 EH1216* NAD 83(1986)-  34 43 12.     (N)    091 17 14.     (W)     SCALED    
 EH1216* NAVD 88     -        56.252  (meters)     184.55   (feet)  ADJUSTED  
 EH1216  ___________________________________________________________________
 EH1216  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH1216  DYNAMIC HT  -          56.199 (meters)     184.38  (feet)  COMP
 EH1216  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 EH1216
 EH1216  VERT ORDER  -  SECOND    CLASS 0
 EH1216
 EH1216.The horizontal coordinates were scaled from a topographic map and have
 EH1216.an estimated accuracy of +/- 6 seconds.
 EH1216
 EH1216.The orthometric height was determined by differential leveling
 EH1216.and adjusted by the National Geodetic Survey in June 1991..
 EH1216
 EH1216.The geoid height was determined by GEOID03.
 EH1216
 EH1216.The dynamic height is computed by dividing the NAVD 88
 EH1216.geopotential number by the normal gravity value computed on the
 EH1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1216.degrees latitude (g = 980.6199 gals.).
 EH1216
 EH1216.The modeled gravity was interpolated from observed gravity values.
 EH1216
 EH1216;                    North         East    Units  Estimated Accuracy
 EH1216;SPC AR S     -   627,970.      465,290.      MT  (+/- 180 meters Scaled)
 EH1216
 EH1216                          SUPERSEDED SURVEY CONTROL
 EH1216
 EH1216  NGVD 29 (??/??/??)   56.225  (m)          184.46   (f) ADJUSTED    2 0
 EH1216
 EH1216.Superseded values are not recommended for survey control.
 EH1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1216.See file dsdata.txt to determine how the superseded data were derived.
 EH1216
 EH1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU568433(NAD 83)
 EH1216_MARKER: DB = BENCH MARK DISK
 EH1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1216_STAMPING: E-55 1935
 EH1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1216+STABILITY: SURFACE MOTION
 EH1216
 EH1216  HISTORY     - Date     Condition        Report By
 EH1216  HISTORY     - 1935     MONUMENTED       CGS
 EH1216  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1216
 EH1216                          STATION DESCRIPTION
 EH1216
 EH1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1216'2.2 MI NE FROM CLARENDON.
 EH1216'2.2 MILES NORTHEAST OF, ALONG S. L. S. RY. FROM STATION. ABOUT 2000
 EH1216'FEET NORTHEAST OF EAST-WEST DIRT ROAD CROSSING.  ABOUT 510 FEET
 EH1216'SOUTHWEST OF WAGON GATE.  ABOUT 255 FEET WEST OF MILE POLE 211-25.
 EH1216'38.5 FEET NORTHWEST OF CENTERLINE OF ST. LOUIS SOUTHWESTERN RY. 6 FEET
 EH1216'SOUTHWEST OF TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1216
 EH1216                          STATION RECOVERY (1955)
 EH1216
 EH1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1411 ***********************************************************************
 EH1411  DESIGNATION -  E 57
 EH1411  PID         -  EH1411
 EH1411  STATE/COUNTY-  AR/ARKANSAS
 EH1411  USGS QUAD   -  ALMYRA (1968)
 EH1411
 EH1411                         *CURRENT SURVEY CONTROL
 EH1411  ___________________________________________________________________
 EH1411* NAD 83(1986)-  34 25 21.     (N)    091 25 01.     (W)     SCALED    
 EH1411* NAVD 88     -        63.054  (meters)     206.87   (feet)  ADJUSTED  
 EH1411  ___________________________________________________________________
 EH1411  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH1411  DYNAMIC HT  -          62.993 (meters)     206.67  (feet)  COMP
 EH1411  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 EH1411
 EH1411  VERT ORDER  -  FIRST     CLASS II
 EH1411
 EH1411.The horizontal coordinates were scaled from a topographic map and have
 EH1411.an estimated accuracy of +/- 6 seconds.
 EH1411
 EH1411.The orthometric height was determined by differential leveling
 EH1411.and adjusted by the National Geodetic Survey in August 1993..
 EH1411.WARNING-Repeat measurements at this control monument indicate possible
 EH1411.vertical movement.
 EH1411
 EH1411.The geoid height was determined by GEOID03.
 EH1411
 EH1411.The dynamic height is computed by dividing the NAVD 88
 EH1411.geopotential number by the normal gravity value computed on the
 EH1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1411.degrees latitude (g = 980.6199 gals.).
 EH1411
 EH1411.The modeled gravity was interpolated from observed gravity values.
 EH1411
 EH1411;                    North         East    Units  Estimated Accuracy
 EH1411;SPC AR S     -   594,900.      453,590.      MT  (+/- 180 meters Scaled)
 EH1411
 EH1411                          SUPERSEDED SURVEY CONTROL
 EH1411
 EH1411  NAVD 88 (06/15/91)   63.105  (m)          207.04   (f) UNKNOWN     1 2
 EH1411  NGVD 29 (??/??/??)   63.111  (m)          207.06   (f) ADJUSTED    1 2
 EH1411
 EH1411.Superseded values are not recommended for survey control.
 EH1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1411.See file dsdata.txt to determine how the superseded data were derived.
 EH1411
 EH1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454101(NAD 83)
 EH1411_MARKER: DB = BENCH MARK DISK
 EH1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1411_STAMPING: E-57 1935
 EH1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1411+STABILITY: SURFACE MOTION
 EH1411
 EH1411  HISTORY     - Date     Condition        Report By
 EH1411  HISTORY     - 1935     MONUMENTED       CGS
 EH1411  HISTORY     - 1954     GOOD             CGS
 EH1411  HISTORY     - 20030415 MARK NOT FOUND   USACE
 EH1411
 EH1411                          STATION DESCRIPTION
 EH1411
 EH1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1411'1.4 MI NW FROM ALMYRA.
 EH1411'1.4 MILES NORTHWEST OF, ALONG ST. L. AND SW. RY FROM STATION.  ABOUT
 EH1411'108 FEET SOUTHEAST OF M.P. 243-10.  36.5 FEET SOUTHWEST OF CENTERLINE
 EH1411'OF ST. LOUIS SOUTHWESTERN RY.  34.8 FEET WEST OF CENTERLINE OF ST. HY.
 EH1411'NO. 30.  22.4 FEET NORTH OF TELEPHONE POLE 388. 3.8 FEET NORTHWEST OF
 EH1411'SOUTHEAST CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1411
 EH1411                          STATION RECOVERY (1954)
 EH1411
 EH1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1411'RECOVERED IN GOOD CONDITION.
 EH1411
 EH1411                          STATION RECOVERY (2003)
 EH1411
 EH1411'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0239 ***********************************************************************
 FH0239  DESIGNATION -  E 58
 FH0239  PID         -  FH0239
 FH0239  STATE/COUNTY-  AR/SEBASTIAN
 FH0239  USGS QUAD   -  HUNTINGTON (1987)
 FH0239
 FH0239                         *CURRENT SURVEY CONTROL
 FH0239  ___________________________________________________________________
 FH0239* NAD 83(1986)-  35 01 45.     (N)    094 19 01.     (W)     SCALED    
 FH0239* NAVD 88     -       196.281  (meters)     643.97   (feet)  ADJUSTED  
 FH0239  ___________________________________________________________________
 FH0239  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FH0239  DYNAMIC HT  -         196.082 (meters)     643.31  (feet)  COMP
 FH0239  MODELED GRAV-     979,617.2   (mgal)                       NAVD 88
 FH0239
 FH0239  VERT ORDER  -  SECOND    CLASS 0
 FH0239
 FH0239.The horizontal coordinates were scaled from a topographic map and have
 FH0239.an estimated accuracy of +/- 6 seconds.
 FH0239
 FH0239.The orthometric height was determined by differential leveling
 FH0239.and adjusted by the National Geodetic Survey in June 1991..
 FH0239
 FH0239.The geoid height was determined by GEOID03.
 FH0239
 FH0239.The dynamic height is computed by dividing the NAVD 88
 FH0239.geopotential number by the normal gravity value computed on the
 FH0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0239.degrees latitude (g = 980.6199 gals.).
 FH0239
 FH0239.The modeled gravity was interpolated from observed gravity values.
 FH0239
 FH0239;                    North         East    Units  Estimated Accuracy
 FH0239;SPC AR N     -    79,690.      188,590.      MT  (+/- 180 meters Scaled)
 FH0239
 FH0239                          SUPERSEDED SURVEY CONTROL
 FH0239
 FH0239  NGVD 29 (??/??/92)  196.169  (m)          643.60   (f) ADJ UNCH    2 0
 FH0239
 FH0239.Superseded values are not recommended for survey control.
 FH0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0239.See file dsdata.txt to determine how the superseded data were derived.
 FH0239
 FH0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU798770(NAD 83)
 FH0239_MARKER: DB = BENCH MARK DISK
 FH0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0239_STAMPING: E 58 1934
 FH0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0239+STABILITY: SURFACE MOTION
 FH0239
 FH0239  HISTORY     - Date     Condition        Report By
 FH0239  HISTORY     - 1934     MONUMENTED       CGS
 FH0239  HISTORY     - 1959     GOOD             NGS
 FH0239  HISTORY     - 1990     MARK NOT FOUND   LOCSUR
 FH0239
 FH0239                          STATION DESCRIPTION
 FH0239
 FH0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0239'3.9 MI E FROM HARTFORD.
 FH0239'3.9 MILES EAST OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT
 FH0239'0.2 MILE NORTH OF BLACK LOCUST FARM HOUSE, 144 FEET NORTH OF
 FH0239'TELEPHONE POLE 765, 120 FEET NORTHWEST OF FIRST TELEGRAPH POLE
 FH0239'WEST OF M.P. 276+05, 105 FEET NORTH OF CENTERLINE OF CHICAGO,
 FH0239'ROCK ISLAND AND PACIFIC R.R. TRACK 27 FEET WEST OF CENTERLINE
 FH0239'OF CROSS ROAD, 11 FEET BELOW TOP OF RAILS, 5.4 FEET NORTH OF
 FH0239'R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 FH0239
 FH0239                          STATION RECOVERY (1959)
 FH0239
 FH0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0239'RECOVERED IN GOOD CONDITION.
 FH0239
 FH0239                          STATION RECOVERY (1990)
 FH0239
 FH0239'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (WEK)
 FH0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0319 ***********************************************************************
 GF0319  DESIGNATION -  E 6
 GF0319  PID         -  GF0319
 GF0319  STATE/COUNTY-  AR/BOONE
 GF0319  USGS QUAD   -  HARRISON (1975)
 GF0319
 GF0319                         *CURRENT SURVEY CONTROL
 GF0319  ___________________________________________________________________
 GF0319* NAD 83(1986)-  36 13 59.     (N)    093 06 17.     (W)     SCALED    
 GF0319* NAVD 88     -       321.196  (meters)    1053.79   (feet)  ADJUSTED  
 GF0319  ___________________________________________________________________
 GF0319  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0319  DYNAMIC HT  -         320.909 (meters)    1052.85  (feet)  COMP
 GF0319  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 GF0319
 GF0319  VERT ORDER  -  FIRST     CLASS II
 GF0319
 GF0319.The horizontal coordinates were scaled from a topographic map and have
 GF0319.an estimated accuracy of +/- 6 seconds.
 GF0319
 GF0319.The orthometric height was determined by differential leveling
 GF0319.and adjusted by the National Geodetic Survey in June 1991..
 GF0319
 GF0319.The geoid height was determined by GEOID03.
 GF0319
 GF0319.The dynamic height is computed by dividing the NAVD 88
 GF0319.geopotential number by the normal gravity value computed on the
 GF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0319.degrees latitude (g = 980.6199 gals.).
 GF0319
 GF0319.The modeled gravity was interpolated from observed gravity values.
 GF0319
 GF0319;                    North         East    Units  Estimated Accuracy
 GF0319;SPC AR N     -   211,320.      300,690.      MT  (+/- 180 meters Scaled)
 GF0319
 GF0319                          SUPERSEDED SURVEY CONTROL
 GF0319
 GF0319  NGVD 29 (??/??/92)  321.063  (m)         1053.35   (f) ADJ UNCH    1 2
 GF0319
 GF0319.Superseded values are not recommended for survey control.
 GF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0319.See file dsdata.txt to determine how the superseded data were derived.
 GF0319
 GF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA905098(NAD 83)
 GF0319_MARKER: DB = BENCH MARK DISK
 GF0319_SETTING: 0 = UNSPECIFIED SETTING
 GF0319_STAMPING: 1053.354 E 6 1930
 GF0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0319
 GF0319  HISTORY     - Date     Condition        Report By
 GF0319  HISTORY     - 1930     MONUMENTED       CGS
 GF0319  HISTORY     - 1965     GOOD             NGS
 GF0319
 GF0319                          STATION DESCRIPTION
 GF0319
 GF0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GF0319'AT HARRISON.
 GF0319'ALTHOUGH IT IS APPARENT THAT THE MARK HAS BEEN STRUCK BY
 GF0319'MACHINERY, THE MONUMENT IS QUITE SOLID AND A 2ND ORDER CHECK
 GF0319'RUN SHOWS NO DEVIATION IN ELEVATION FROM THAT PUBLISHED.  THE
 GF0319'RAILROAD HAS BEEN ABANDONED AND THE STATION BUILDING TORN
 GF0319'DOWN.  A NEW DESCRIPTION FOLLOWS--FROM THE NE CORNER OF THE
 GF0319'COURTHOUSE SQUARE IN HARRISON, GO N ON U.S. HWY. 62 AND 65
 GF0319'FOR 1 BLOCK, TURN RIGHT AND GO EAST FOR 3 BLOCKS CROSSING
 GF0319'LARGE DRAINAGE DITCH.  TURN LEFT, NORTH, AND GO 1 BLOCK.
 GF0319'TURN LEFT, WEST, AND GO 1 BLOCK TO BANK OF LARGE DRAINAGE
 GF0319'DITCH.  THE MARK IS ABOUT 200 FT. N OF THE ROAD AND ABOUT
 GF0319'20 FT. EAST OF THE EAST BANK OF THE DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1366 ***********************************************************************
 EJ1366  DESIGNATION -  E 60 RESET
 EJ1366  PID         -  EJ1366
 EJ1366  STATE/COUNTY-  AR/HOWARD
 EJ1366  USGS QUAD   -  NEWHOPE (1969)
 EJ1366
 EJ1366                         *CURRENT SURVEY CONTROL
 EJ1366  ___________________________________________________________________
 EJ1366* NAD 83(1986)-  34 10 11.     (N)    093 59 29.     (W)     SCALED    
 EJ1366* NAVD 88     -       198.03   (meters)     649.7    (feet)  RESET     
 EJ1366  ___________________________________________________________________
 EJ1366  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EJ1366
 EJ1366  VERT ORDER  -  THIRD
 EJ1366
 EJ1366.The horizontal coordinates were scaled from a topographic map and have
 EJ1366.an estimated accuracy of +/- 6 seconds.
 EJ1366
 EJ1366.The orthometric height was computed from unverified reset data.
 EJ1366
 EJ1366.The geoid height was determined by GEOID03.
 EJ1366
 EJ1366;                    North         East    Units  Estimated Accuracy
 EJ1366;SPC AR S     -   568,490.      216,420.      MT  (+/- 180 meters Scaled)
 EJ1366
 EJ1366                          SUPERSEDED SURVEY CONTROL
 EJ1366
 EJ1366.No superseded survey control is available for this station.
 EJ1366
 EJ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT086814(NAD 83)
 EJ1366_MARKER: DB = BENCH MARK DISK
 EJ1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1366_STAMPING: E 60 RESET 1955
 EJ1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1366+STABILITY: SURFACE MOTION
 EJ1366
 EJ1366  HISTORY     - Date     Condition        Report By
 EJ1366  HISTORY     - 1955     MONUMENTED       CGS
 EJ1366
 EJ1366                          STATION DESCRIPTION
 EJ1366
 EJ1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EJ1366'4.3 MI NE FROM DIERKS.
 EJ1366'4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE HIGH SCHOOL AT
 EJ1366'DIERKS, HOWARD COUNTY, 500 FEET NORTHEAST OF A 4- BY 4-FOOT CONCRETE
 EJ1366'CULVERT, 173 FEET NORTHEAST OF THE ROAD LEADING TO WAKELY, 106 FEET
 EJ1366'NORTH OF A ROAD FORK, AND 72 FEET NORTHWEST OF THE CENTER LINE OF THE
 EJ1366'HIGHWAY.  A STANDARD DISK, STAMPED E 60 RESET 1955 AND SET IN THE TOP
 EJ1366'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1320 ***********************************************************************
 EJ1320  DESIGNATION -  E 61
 EJ1320  PID         -  EJ1320
 EJ1320  STATE/COUNTY-  AR/PIKE
 EJ1320  USGS QUAD   -  NATHAN (1970)
 EJ1320
 EJ1320                         *CURRENT SURVEY CONTROL
 EJ1320  ___________________________________________________________________
 EJ1320* NAD 83(1986)-  34 00 37.     (N)    093 46 18.     (W)     SCALED    
 EJ1320* NAVD 88     -       154.135  (meters)     505.69   (feet)  ADJUSTED  
 EJ1320  ___________________________________________________________________
 EJ1320  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EJ1320  DYNAMIC HT  -         153.977 (meters)     505.17  (feet)  COMP
 EJ1320  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 EJ1320
 EJ1320  VERT ORDER  -  SECOND    CLASS 0
 EJ1320
 EJ1320.The horizontal coordinates were scaled from a topographic map and have
 EJ1320.an estimated accuracy of +/- 6 seconds.
 EJ1320
 EJ1320.The orthometric height was determined by differential leveling
 EJ1320.and adjusted by the National Geodetic Survey in June 1991..
 EJ1320
 EJ1320.The geoid height was determined by GEOID03.
 EJ1320
 EJ1320.The dynamic height is computed by dividing the NAVD 88
 EJ1320.geopotential number by the normal gravity value computed on the
 EJ1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1320.degrees latitude (g = 980.6199 gals.).
 EJ1320
 EJ1320.The modeled gravity was interpolated from observed gravity values.
 EJ1320
 EJ1320;                    North         East    Units  Estimated Accuracy
 EJ1320;SPC AR S     -   550,440.      236,370.      MT  (+/- 180 meters Scaled)
 EJ1320
 EJ1320                          SUPERSEDED SURVEY CONTROL
 EJ1320
 EJ1320  NGVD 29 (??/??/92)  154.130  (m)          505.67   (f) ADJ UNCH    2 0
 EJ1320
 EJ1320.Superseded values are not recommended for survey control.
 EJ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1320.See file dsdata.txt to determine how the superseded data were derived.
 EJ1320
 EJ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT287635(NAD 83)
 EJ1320_MARKER: DB = BENCH MARK DISK
 EJ1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1320_STAMPING: E 61 1934
 EJ1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1320+STABILITY: SURFACE MOTION
 EJ1320
 EJ1320  HISTORY     - Date     Condition        Report By
 EJ1320  HISTORY     - 1934     MONUMENTED       CGS
 EJ1320  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1320
 EJ1320                          STATION DESCRIPTION
 EJ1320
 EJ1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1320'6.3 MI SW FROM MURFREESBORO.
 EJ1320'6.3 MILES SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 EJ1320'AT MURFREESBORO, PIKE COUNTY, 0.2 MILE NORTHEAST OF THE HEMPSTEAD-PIKE
 EJ1320'COUNTY LINE POST, 330 FEET SOUTH OF THE GATEWAY LEADING TO THE ROY
 EJ1320'THOMPSON HOME, 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 EJ1320'FEET EAST OF THE JUNCTION OF TWO WIRE FENCES.  A STANDARD DISK,
 EJ1320'STAMPED E 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1090 ***********************************************************************
 DL1090  DESIGNATION -  E 62
 DL1090  PID         -  DL1090
 DL1090  STATE/COUNTY-  AR/HOWARD
 DL1090  USGS QUAD   -  NASHVILLE (1951)
 DL1090
 DL1090                         *CURRENT SURVEY CONTROL
 DL1090  ___________________________________________________________________
 DL1090* NAD 83(1986)-  33 56 11.     (N)    093 51 05.     (W)     SCALED    
 DL1090* NAVD 88     -       114.071  (meters)     374.25   (feet)  ADJUSTED  
 DL1090  ___________________________________________________________________
 DL1090  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DL1090  DYNAMIC HT  -         113.955 (meters)     373.87  (feet)  COMP
 DL1090  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 DL1090
 DL1090  VERT ORDER  -  SECOND    CLASS 0
 DL1090
 DL1090.The horizontal coordinates were scaled from a topographic map and have
 DL1090.an estimated accuracy of +/- 6 seconds.
 DL1090
 DL1090.The orthometric height was determined by differential leveling
 DL1090.and adjusted by the National Geodetic Survey in June 1991..
 DL1090
 DL1090.The geoid height was determined by GEOID03.
 DL1090
 DL1090.The dynamic height is computed by dividing the NAVD 88
 DL1090.geopotential number by the normal gravity value computed on the
 DL1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1090.degrees latitude (g = 980.6199 gals.).
 DL1090
 DL1090.The modeled gravity was interpolated from observed gravity values.
 DL1090
 DL1090;                    North         East    Units  Estimated Accuracy
 DL1090;SPC AR S     -   542,380.      228,860.      MT  (+/- 180 meters Scaled)
 DL1090
 DL1090                          SUPERSEDED SURVEY CONTROL
 DL1090
 DL1090  NGVD 29 (??/??/92)  114.08   (m)          374.3    (f) COMPUTED    2 0
 DL1090
 DL1090.Superseded values are not recommended for survey control.
 DL1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1090.See file dsdata.txt to determine how the superseded data were derived.
 DL1090
 DL1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT213554(NAD 83)
 DL1090_MARKER: DB = BENCH MARK DISK
 DL1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1090_STAMPING: E 62 1934
 DL1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1090+STABILITY: SURFACE MOTION
 DL1090
 DL1090  HISTORY     - Date     Condition        Report By
 DL1090  HISTORY     - 1934     MONUMENTED       CGS
 DL1090  HISTORY     - 1962     GOOD             NGS
 DL1090
 DL1090                          STATION DESCRIPTION
 DL1090
 DL1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1090'0.6 MI SW FROM NASHVILLE.
 DL1090'0.6 MILE SOUTHWEST ALONG THE GRAYSONIA, NASHVILLE AND ASHDOWN RAILROAD
 DL1090'FROM THE MISSOURI PACIFIC RAILROAD STATION AT NASHVILLE, HOWARD
 DL1090'COUNTY, 500 FEET SOUTHEAST OF THE SOUTHEND OF A FRUIT PACKING SHED
 DL1090'PLATFORM, AT FIVE SHORT SIDINGS, 170 FEET SOUTH ACROSS TWO TRACKS AND
 DL1090'A ROAD INTERSECTION FROM MILEPOST 26, IN THE SOUTH ANGLE OF A STREET
 DL1090'INTERSECTION, 24 FEET NORTHEAST OF A 9 X 9-FOOT BUILDING AND 9-1/2
 DL1090'FEET SOUTHEAST OF A POWER POLE WITH A SWITCH BOX.  A STANDARD DISK,
 DL1090'STAMPED E 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0994 ***********************************************************************
 DL0994  DESIGNATION -  E 64
 DL0994  PID         -  DL0994
 DL0994  STATE/COUNTY-  AR/HEMPSTEAD
 DL0994  USGS QUAD   -  HOPE (1978)
 DL0994
 DL0994                         *CURRENT SURVEY CONTROL
 DL0994  ___________________________________________________________________
 DL0994* NAD 83(1986)-  33 40 34.     (N)    093 33 41.     (W)     SCALED    
 DL0994* NAVD 88     -        97.474  (meters)     319.80   (feet)  ADJUSTED  
 DL0994  ___________________________________________________________________
 DL0994  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL0994  DYNAMIC HT  -          97.372 (meters)     319.46  (feet)  COMP
 DL0994  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DL0994
 DL0994  VERT ORDER  -  SECOND    CLASS 0
 DL0994
 DL0994.The horizontal coordinates were scaled from a topographic map and have
 DL0994.an estimated accuracy of +/- 6 seconds.
 DL0994
 DL0994.The orthometric height was determined by differential leveling
 DL0994.and adjusted by the National Geodetic Survey in June 1991..
 DL0994
 DL0994.The geoid height was determined by GEOID03.
 DL0994
 DL0994.The dynamic height is computed by dividing the NAVD 88
 DL0994.geopotential number by the normal gravity value computed on the
 DL0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0994.degrees latitude (g = 980.6199 gals.).
 DL0994
 DL0994.The modeled gravity was interpolated from observed gravity values.
 DL0994
 DL0994;                    North         East    Units  Estimated Accuracy
 DL0994;SPC AR S     -   513,060.      255,220.      MT  (+/- 180 meters Scaled)
 DL0994
 DL0994                          SUPERSEDED SURVEY CONTROL
 DL0994
 DL0994  NGVD 29 (??/??/92)   97.482  (m)          319.82   (f) ADJ UNCH    2 0
 DL0994
 DL0994.Superseded values are not recommended for survey control.
 DL0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0994.See file dsdata.txt to determine how the superseded data were derived.
 DL0994
 DL0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT479263(NAD 83)
 DL0994_MARKER: DB = BENCH MARK DISK
 DL0994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0994_SP_SET: PIER
 DL0994_STAMPING: E-64 1935
 DL0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0994
 DL0994  HISTORY     - Date     Condition        Report By
 DL0994  HISTORY     - 1935     MONUMENTED       CGS
 DL0994  HISTORY     - 1963     GOOD             NGS
 DL0994
 DL0994                          STATION DESCRIPTION
 DL0994
 DL0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0994'1.9 MI NE FROM HOPE.
 DL0994'1.9 MILES NORTHEAST OF, ALONG M.P.R.R. FROM POST OFFICE VERTICAL
 DL0994'BRONZE TABLET SET IN FIRST CONCRETE PIER NORTH OF TRACK, OF U.S. HWY.
 DL0994'67 OVERHEAD CROSSING.  24.3 FEET NORTH OF CENTERLINE OF MISSOURI
 DL0994'PACIFIC R.R. TRACK.  4 FEET ABOVE TOP OF RAILS.
 DL0994
 DL0994                          STATION RECOVERY (1963)
 DL0994
 DL0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1170 ***********************************************************************
 DK1170  DESIGNATION -  E 65
 DK1170  PID         -  DK1170
 DK1170  STATE/COUNTY-  AR/CHICOT
 DK1170  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1170
 DK1170                         *CURRENT SURVEY CONTROL
 DK1170  ___________________________________________________________________
 DK1170* NAD 83(1986)-  33 04 48.     (N)    091 16 28.     (W)     SCALED    
 DK1170* NAVD 88     -        44.279  (meters)     145.27   (feet)  ADJUSTED  
 DK1170  ___________________________________________________________________
 DK1170  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK1170  DYNAMIC HT  -          44.232 (meters)     145.12  (feet)  COMP
 DK1170  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DK1170
 DK1170  VERT ORDER  -  SECOND    CLASS 0
 DK1170
 DK1170.The horizontal coordinates were scaled from a topographic map and have
 DK1170.an estimated accuracy of +/- 6 seconds.
 DK1170
 DK1170.The orthometric height was determined by differential leveling
 DK1170.and adjusted by the National Geodetic Survey in June 1991..
 DK1170
 DK1170.The geoid height was determined by GEOID03.
 DK1170
 DK1170.The dynamic height is computed by dividing the NAVD 88
 DK1170.geopotential number by the normal gravity value computed on the
 DK1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1170.degrees latitude (g = 980.6199 gals.).
 DK1170
 DK1170.The modeled gravity was interpolated from observed gravity values.
 DK1170
 DK1170;                    North         East    Units  Estimated Accuracy
 DK1170;SPC AR S     -   446,090.      467,750.      MT  (+/- 180 meters Scaled)
 DK1170
 DK1170                          SUPERSEDED SURVEY CONTROL
 DK1170
 DK1170  NGVD 29 (??/??/??)   44.379  (m)          145.60   (f) ADJUSTED    2 0
 DK1170
 DK1170.Superseded values are not recommended for survey control.
 DK1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1170.See file dsdata.txt to determine how the superseded data were derived.
 DK1170
 DK1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS610614(NAD 83)
 DK1170_MARKER: DB = BENCH MARK DISK
 DK1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1170_STAMPING: E-65 1935
 DK1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1170+STABILITY: SURFACE MOTION
 DK1170
 DK1170  HISTORY     - Date     Condition        Report By
 DK1170  HISTORY     - 1935     MONUMENTED       CGS
 DK1170
 DK1170                          STATION DESCRIPTION
 DK1170
 DK1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1170'2.4 MI S FROM EUDORA.
 DK1170'2.4 MILES SOUTH OF, ALONG M.P.R.R., FROM CITY HALL.  ABOUT       .1
 DK1170'MILE SOUTH OF GREY FARM HOUSE WITH GREEN PEAK ROOF ON EAST SIDE OF
 DK1170'RAILROAD.  135 FEET NORTH OF NORTH END OF MOUND OF DIRT, ABOUT 12 FT.
 DK1170'HIGH, BETWEEN RAILROAD AND HWY.  40 FEET EAST OF CENTERLINE OF ST.
 DK1170'HWY. 59.  38 FEET WEST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.
 DK1170'4.3 FEET NORTH OF M.P. 449.  4 FEET ABOVE TOP OF RAILS.  TABLET SET IN
 DK1170'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0440 ***********************************************************************
 FG0440  DESIGNATION -  E 66
 FG0440  PID         -  FG0440
 FG0440  STATE/COUNTY-  AR/POPE
 FG0440  USGS QUAD   -  MORELAND (1989)
 FG0440
 FG0440                         *CURRENT SURVEY CONTROL
 FG0440  ___________________________________________________________________
 FG0440* NAD 83(1986)-  35 19 14.     (N)    092 56 39.     (W)     SCALED    
 FG0440* NAVD 88     -       179.614  (meters)     589.28   (feet)  ADJUSTED  
 FG0440  ___________________________________________________________________
 FG0440  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FG0440  DYNAMIC HT  -         179.446 (meters)     588.73  (feet)  COMP
 FG0440  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FG0440
 FG0440  VERT ORDER  -  SECOND    CLASS 0
 FG0440
 FG0440.The horizontal coordinates were scaled from a topographic map and have
 FG0440.an estimated accuracy of +/- 6 seconds.
 FG0440
 FG0440.The orthometric height was determined by differential leveling
 FG0440.and adjusted by the National Geodetic Survey in June 1991..
 FG0440
 FG0440.The geoid height was determined by GEOID03.
 FG0440
 FG0440.The dynamic height is computed by dividing the NAVD 88
 FG0440.geopotential number by the normal gravity value computed on the
 FG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0440.degrees latitude (g = 980.6199 gals.).
 FG0440
 FG0440.The modeled gravity was interpolated from observed gravity values.
 FG0440
 FG0440;                    North         East    Units  Estimated Accuracy
 FG0440;SPC AR N     -   109,940.      314,150.      MT  (+/- 180 meters Scaled)
 FG0440
 FG0440                          SUPERSEDED SURVEY CONTROL
 FG0440
 FG0440  NGVD 29 (??/??/92)  179.612  (m)          589.28   (f) ADJ UNCH    2 0
 FG0440
 FG0440.Superseded values are not recommended for survey control.
 FG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0440.See file dsdata.txt to determine how the superseded data were derived.
 FG0440
 FG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV050085(NAD 83)
 FG0440_MARKER: DB = BENCH MARK DISK
 FG0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0440_STAMPING: E 66 1935
 FG0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0440+STABILITY: SURFACE MOTION
 FG0440
 FG0440  HISTORY     - Date     Condition        Report By
 FG0440  HISTORY     - 1935     MONUMENTED       CGS
 FG0440
 FG0440                          STATION DESCRIPTION
 FG0440
 FG0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0440'5.8 MI N FROM ATKINS.
 FG0440'5.8 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE MISSOURI PACIFIC
 FG0440'RAILROAD STATION AT ATKINS, POPE COUNTY, 0.2 MILE SOUTHEAST OF THE
 FG0440'SUMMIT OF A HILL, 120 FEET WEST OF THE W. W. DAVIS FARMHOUSE, 40 FEET
 FG0440'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTHEAST OF A
 FG0440'SOUTH FENCE CORNER, AND 2 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK,
 FG0440'STAMPED E 66 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0479 ***********************************************************************
 FG0479  DESIGNATION -  E 67
 FG0479  PID         -  FG0479
 FG0479  STATE/COUNTY-  AR/CONWAY
 FG0479  USGS QUAD   -  HATTIEVILLE (1991)
 FG0479
 FG0479                         *CURRENT SURVEY CONTROL
 FG0479  ___________________________________________________________________
 FG0479* NAD 83(1986)-  35 16 35.     (N)    092 45 32.     (W)     SCALED    
 FG0479* NAVD 88     -        95.921  (meters)     314.70   (feet)  ADJUSTED  
 FG0479  ___________________________________________________________________
 FG0479  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FG0479  DYNAMIC HT  -          95.830 (meters)     314.40  (feet)  COMP
 FG0479  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 FG0479
 FG0479  VERT ORDER  -  SECOND    CLASS 0
 FG0479
 FG0479.The horizontal coordinates were scaled from a topographic map and have
 FG0479.an estimated accuracy of +/- 6 seconds.
 FG0479
 FG0479.The orthometric height was determined by differential leveling
 FG0479.and adjusted by the National Geodetic Survey in June 1991..
 FG0479
 FG0479.The geoid height was determined by GEOID03.
 FG0479
 FG0479.The dynamic height is computed by dividing the NAVD 88
 FG0479.geopotential number by the normal gravity value computed on the
 FG0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0479.degrees latitude (g = 980.6199 gals.).
 FG0479
 FG0479.The modeled gravity was interpolated from observed gravity values.
 FG0479
 FG0479;                    North         East    Units  Estimated Accuracy
 FG0479;SPC AR N     -   104,890.      330,960.      MT  (+/- 180 meters Scaled)
 FG0479
 FG0479                          SUPERSEDED SURVEY CONTROL
 FG0479
 FG0479  NGVD 29 (??/??/92)   95.924  (m)          314.71   (f) ADJ UNCH    2 0
 FG0479
 FG0479.Superseded values are not recommended for survey control.
 FG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0479.See file dsdata.txt to determine how the superseded data were derived.
 FG0479
 FG0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV219037(NAD 83)
 FG0479_MARKER: DB = BENCH MARK DISK
 FG0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0479_STAMPING: E 67 1935
 FG0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0479+STABILITY: SURFACE MOTION
 FG0479
 FG0479  HISTORY     - Date     Condition        Report By
 FG0479  HISTORY     - 1935     MONUMENTED       CGS
 FG0479
 FG0479                          STATION DESCRIPTION
 FG0479
 FG0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0479'2 MI SE FROM HATTIEVILLE.
 FG0479'2 MILES SOUTHEAST ALONG THE MORRILTON ROAD FROM THE SCHOOL AT
 FG0479'HATTIEVILLE, CONWAY COUNTY, 0.1 MILE SOUTHEAST OF A BRIDGE, 0.1 MILE
 FG0479'NORTHWEST OF A FARMHOUSE, AND 23 FEET SOUTHEAST OF THE CENTERLINE OF A
 FG0479'ROAD LEADING SOUTHWEST.  A STANDARD DISK, STAMPED E 67 1935 AND SET IN
 FG0479'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0157 ***********************************************************************
 FG0157  DESIGNATION -  E 68
 FG0157  PID         -  FG0157
 FG0157  STATE/COUNTY-  AR/FAULKNER
 FG0157  USGS QUAD   -  GREENBRIER (1994)
 FG0157
 FG0157                         *CURRENT SURVEY CONTROL
 FG0157  ___________________________________________________________________
 FG0157* NAD 83(1986)-  35 09 50.     (N)    092 26 29.     (W)     SCALED    
 FG0157* NAVD 88     -        87.252  (meters)     286.26   (feet)  ADJUSTED  
 FG0157  ___________________________________________________________________
 FG0157  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FG0157  DYNAMIC HT  -          87.171 (meters)     285.99  (feet)  COMP
 FG0157  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 FG0157
 FG0157  VERT ORDER  -  SECOND    CLASS 0
 FG0157
 FG0157.The horizontal coordinates were scaled from a topographic map and have
 FG0157.an estimated accuracy of +/- 6 seconds.
 FG0157
 FG0157.The orthometric height was determined by differential leveling
 FG0157.and adjusted by the National Geodetic Survey in June 1991..
 FG0157
 FG0157.The geoid height was determined by GEOID03.
 FG0157
 FG0157.The dynamic height is computed by dividing the NAVD 88
 FG0157.geopotential number by the normal gravity value computed on the
 FG0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0157.degrees latitude (g = 980.6199 gals.).
 FG0157
 FG0157.The modeled gravity was interpolated from observed gravity values.
 FG0157
 FG0157;                    North         East    Units  Estimated Accuracy
 FG0157;SPC AR N     -    92,230.      359,790.      MT  (+/- 180 meters Scaled)
 FG0157
 FG0157                          SUPERSEDED SURVEY CONTROL
 FG0157
 FG0157  NGVD 29 (??/??/92)   87.276  (m)          286.34   (f) ADJ UNCH    2 0
 FG0157
 FG0157.Superseded values are not recommended for survey control.
 FG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0157.See file dsdata.txt to determine how the superseded data were derived.
 FG0157
 FG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU508913(NAD 83)
 FG0157_MARKER: DB = BENCH MARK DISK
 FG0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0157_STAMPING: E 68 1934
 FG0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0157+STABILITY: SURFACE MOTION
 FG0157
 FG0157  HISTORY     - Date     Condition        Report By
 FG0157  HISTORY     - 1934     MONUMENTED       CGS
 FG0157
 FG0157                          STATION DESCRIPTION
 FG0157
 FG0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0157'2.8 MI S FROM WOOSTER.
 FG0157'2.8 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE JUNCTION WITH STATE
 FG0157'HIGHWAY 25 AT WOOSTER, FAULKNER COUNTY, IN THE GROUNDS NEAR THE R. W.
 FG0157'WILCOX GROCERY STORE, 78.7 FEET NORTH OF THE NORTH SIDE OF THE STORE,
 FG0157'54.4 FEET NORTHEAST OF THE EAST HEADWALL OF A CONCRETE CULVERT, 59.4
 FG0157'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 7.7 FEET EAST OF A 24-INCH
 FG0157'OAK STUMP, AND 6.6 FEET WEST OF A 10-INCH ELM TREE.  A STANDARD DISK,
 FG0157'STAMPED E 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1429 ***********************************************************************
 FF1429  DESIGNATION -  E 69
 FF1429  PID         -  FF1429
 FF1429  STATE/COUNTY-  AR/WHITE
 FF1429  USGS QUAD   -  BEEBE (1994)
 FF1429
 FF1429                         *CURRENT SURVEY CONTROL
 FF1429  ___________________________________________________________________
 FF1429* NAD 83(1986)-  35 05 48.     (N)    091 59 05.     (W)     SCALED    
 FF1429* NAVD 88     -        78.338  (meters)     257.01   (feet)  ADJUSTED  
 FF1429  ___________________________________________________________________
 FF1429  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1429  DYNAMIC HT  -          78.265 (meters)     256.77  (feet)  COMP
 FF1429  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 FF1429
 FF1429  VERT ORDER  -  SECOND    CLASS 0
 FF1429
 FF1429.The horizontal coordinates were scaled from a topographic map and have
 FF1429.an estimated accuracy of +/- 6 seconds.
 FF1429
 FF1429.The orthometric height was determined by differential leveling
 FF1429.and adjusted by the National Geodetic Survey in June 1991..
 FF1429
 FF1429.The geoid height was determined by GEOID03.
 FF1429
 FF1429.The dynamic height is computed by dividing the NAVD 88
 FF1429.geopotential number by the normal gravity value computed on the
 FF1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1429.degrees latitude (g = 980.6199 gals.).
 FF1429
 FF1429.The modeled gravity was interpolated from observed gravity values.
 FF1429
 FF1429;                    North         East    Units  Estimated Accuracy
 FF1429;SPC AR N     -    84,690.      401,390.      MT  (+/- 180 meters Scaled)
 FF1429
 FF1429                          SUPERSEDED SURVEY CONTROL
 FF1429
 FF1429  NGVD 29 (??/??/??)   78.336  (m)          257.01   (f) ADJUSTED    2 0
 FF1429
 FF1429.Superseded values are not recommended for survey control.
 FF1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1429.See file dsdata.txt to determine how the superseded data were derived.
 FF1429
 FF1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU925842(NAD 83)
 FF1429_MARKER: DB = BENCH MARK DISK
 FF1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1429_STAMPING: E 69 1934
 FF1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1429+STABILITY: SURFACE MOTION
 FF1429
 FF1429  HISTORY     - Date     Condition        Report By
 FF1429  HISTORY     - 1934     MONUMENTED       CGS
 FF1429  HISTORY     - 1961     MARK NOT FOUND   USGS
 FF1429
 FF1429                          STATION DESCRIPTION
 FF1429
 FF1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1429'7.6 MI W FROM BEEBE.
 FF1429'7.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FF1429'RAILROAD STATION AT BEEBE, WHITE COUNTY, IN THE FRONT YARD OF THE
 FF1429'FARMHOUSE OF L.H. FRIEDRICH IN 1934, 86.6 FEET NORTHEAST OF THE
 FF1429'NORTHEAST CORNER OF THE HOUSE, 45.4 FEET SOUTH OF THE CENTERLINE
 FF1429'OF THE HIGHWAY, 2 FEET NORTH OF THE NORTH END OF A FENCE, AND IN
 FF1429'LINE WITH THE FENCE USED FOR A GRAPE VINE.  A STANDARD DISK,
 FF1429'STAMPED E 69 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1429
 FF1429                          STATION RECOVERY (1961)
 FF1429
 FF1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FF1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0002 ***********************************************************************
 EJ0002  DESIGNATION -  E 70
 EJ0002  PID         -  EJ0002
 EJ0002  STATE/COUNTY-  AR/FAULKNER
 EJ0002  USGS QUAD   -  MAYFLOWER (1987)
 EJ0002
 EJ0002                         *CURRENT SURVEY CONTROL
 EJ0002  ___________________________________________________________________
 EJ0002* NAD 83(1986)-  34 58 05.     (N)    092 25 24.     (W)     SCALED    
 EJ0002* NAVD 88     -        86.211  (meters)     282.84   (feet)  ADJUSTED  
 EJ0002  ___________________________________________________________________
 EJ0002  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EJ0002  DYNAMIC HT  -          86.130 (meters)     282.58  (feet)  COMP
 EJ0002  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 EJ0002
 EJ0002  VERT ORDER  -  FIRST     CLASS II
 EJ0002
 EJ0002.The horizontal coordinates were scaled from a topographic map and have
 EJ0002.an estimated accuracy of +/- 6 seconds.
 EJ0002
 EJ0002.The orthometric height was determined by differential leveling
 EJ0002.and adjusted by the National Geodetic Survey in June 1991..
 EJ0002
 EJ0002.The geoid height was determined by GEOID03.
 EJ0002
 EJ0002.The dynamic height is computed by dividing the NAVD 88
 EJ0002.geopotential number by the normal gravity value computed on the
 EJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0002.degrees latitude (g = 980.6199 gals.).
 EJ0002
 EJ0002.The modeled gravity was interpolated from observed gravity values.
 EJ0002
 EJ0002;                    North         East    Units  Estimated Accuracy
 EJ0002;SPC AR N     -    70,500.      361,340.      MT  (+/- 180 meters Scaled)
 EJ0002
 EJ0002                          SUPERSEDED SURVEY CONTROL
 EJ0002
 EJ0002  NGVD 29 (06/07/95)   86.260  (m)          283.00   (f) ADJUSTED    1 2
 EJ0002
 EJ0002.Superseded values are not recommended for survey control.
 EJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0002.See file dsdata.txt to determine how the superseded data were derived.
 EJ0002
 EJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU526696(NAD 83)
 EJ0002_MARKER: DB = BENCH MARK DISK
 EJ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0002_STAMPING: E 70 1934
 EJ0002_MARK LOGO: CGS   
 EJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0002+STABILITY: SURFACE MOTION
 EJ0002
 EJ0002  HISTORY     - Date     Condition        Report By
 EJ0002  HISTORY     - 1934     MONUMENTED       CGS
 EJ0002  HISTORY     - 1967     GOOD             NGS
 EJ0002  HISTORY     - 1984     POOR             NGS
 EJ0002  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0002  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0002  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0002
 EJ0002                          STATION DESCRIPTION
 EJ0002
 EJ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0002'0.95 MI N FROM MAYFLOWER.
 EJ0002'IT IS 0.95 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EJ0002'MAYFLOWER, 550 FEET WEST OF THE CENTER OF STATE HIGHWAY 365, 128 FEET
 EJ0002'EAST OF THE CENTER OF A PAVED ROAD, 45 FEET EAST OF THE EAST RAIL OF
 EJ0002'THE TRACKS, 1 FOOT WEST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 EJ0002'POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 1
 EJ0002'INCH.
 EJ0002
 EJ0002                          STATION RECOVERY (1984)
 EJ0002
 EJ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0002'RECOVERED IN POOR CONDITION.  ADD, THE ROAD CROSSING IN MAYFLOWER IS
 EJ0002'MILLER STREET.  NOTE, THE CONCRETE POST IS SLIGHTLY CHIPPED BUT IS
 EJ0002'STILL STABLE AND THE DISK IS SLIGHTLY BATTERED AND HARD TO READ THE
 EJ0002'YEAR.
 EJ0002'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 EJ0002'THE MARK IS 0.61 M BELOW TRACKS.
 EJ0002
 EJ0002                          STATION RECOVERY (1988)
 EJ0002
 EJ0002'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0002'MARK NOT FOUND.
 EJ0002
 EJ0002                          STATION RECOVERY (1989)
 EJ0002
 EJ0002'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0002'MARK NOT FOUND.
 EJ0002
 EJ0002                          STATION RECOVERY (1990)
 EJ0002
 EJ0002'RECOVERY NOTE BY US POWER SQUADRON 1990 (BLD)
 EJ0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0396 ***********************************************************************
 FG0396  DESIGNATION -  E 71
 FG0396  PID         -  FG0396
 FG0396  STATE/COUNTY-  AR/PERRY
 FG0396  USGS QUAD   -  PERRYVILLE (1989)
 FG0396
 FG0396                         *CURRENT SURVEY CONTROL
 FG0396  ___________________________________________________________________
 FG0396* NAD 83(1986)-  35 02 55.     (N)    092 47 39.     (W)     SCALED    
 FG0396* NAVD 88     -        90.347  (meters)     296.41   (feet)  ADJUSTED  
 FG0396  ___________________________________________________________________
 FG0396  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FG0396  DYNAMIC HT  -          90.260 (meters)     296.13  (feet)  COMP
 FG0396  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 FG0396
 FG0396  VERT ORDER  -  SECOND    CLASS 0
 FG0396
 FG0396.The horizontal coordinates were scaled from a topographic map and have
 FG0396.an estimated accuracy of +/- 6 seconds.
 FG0396
 FG0396.The orthometric height was determined by differential leveling
 FG0396.and adjusted by the National Geodetic Survey in June 1991..
 FG0396
 FG0396.The geoid height was determined by GEOID03.
 FG0396
 FG0396.The dynamic height is computed by dividing the NAVD 88
 FG0396.geopotential number by the normal gravity value computed on the
 FG0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0396.degrees latitude (g = 980.6199 gals.).
 FG0396
 FG0396.The modeled gravity was interpolated from observed gravity values.
 FG0396
 FG0396;                    North         East    Units  Estimated Accuracy
 FG0396;SPC AR N     -    79,650.      327,550.      MT  (+/- 180 meters Scaled)
 FG0396
 FG0396                          SUPERSEDED SURVEY CONTROL
 FG0396
 FG0396  NGVD 29 (??/??/92)   90.367  (m)          296.48   (f) ADJ UNCH    2 0
 FG0396
 FG0396.Superseded values are not recommended for survey control.
 FG0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0396.See file dsdata.txt to determine how the superseded data were derived.
 FG0396
 FG0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU187784(NAD 83)
 FG0396_MARKER: DB = BENCH MARK DISK
 FG0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0396_STAMPING: E 71 1934
 FG0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0396+STABILITY: SURFACE MOTION
 FG0396
 FG0396  HISTORY     - Date     Condition        Report By
 FG0396  HISTORY     - 1934     MONUMENTED       CGS
 FG0396  HISTORY     - 1935     GOOD             NGS
 FG0396  HISTORY     - 1960     POOR             NGS
 FG0396
 FG0396                          STATION DESCRIPTION
 FG0396
 FG0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0396'IN PERRY.
 FG0396'LOCATED AT PERRY.  40.2 FT. WEST OF NORTHEAST CORNER OF CHICAGO, ROCK
 FG0396'ISLAND AND PACIFIC RY STATION.  38.8 FT NORTH OF CENTERLINE OF C.R.I.
 FG0396'AND P. RY MAIN TRACK.  9.7 FEET WEST OF SOUTHWEST CORNER OF RAILWAY
 FG0396'COAL HOUSE.  2.3 FT NORTH OF TELEPHONE POLE.  A PRECAST POST WITH
 FG0396'STANDARD BRONZE TABLET STAMPED E 71 1934.  NOTE-- POST IS ABOUT 5
 FG0396'INCHES BELOW GROUND LEVEL.
 FG0396
 FG0396                          STATION RECOVERY (1960)
 FG0396
 FG0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FG0396'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0989 ***********************************************************************
 FG0989  DESIGNATION -  E 72
 FG0989  PID         -  FG0989
 FG0989  STATE/COUNTY-  AR/POPE
 FG0989  USGS QUAD   -  HOLLA BEND (1993)
 FG0989
 FG0989                         *CURRENT SURVEY CONTROL
 FG0989  ___________________________________________________________________
 FG0989* NAD 83(1986)-  35 14 35.     (N)    093 01 23.     (W)     SCALED    
 FG0989* NAVD 88     -       118.793  (meters)     389.74   (feet)  ADJUSTED  
 FG0989  ___________________________________________________________________
 FG0989  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FG0989  DYNAMIC HT  -         118.681 (meters)     389.37  (feet)  COMP
 FG0989  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 FG0989
 FG0989  VERT ORDER  -  SECOND    CLASS 0
 FG0989
 FG0989.The horizontal coordinates were scaled from a topographic map and have
 FG0989.an estimated accuracy of +/- 6 seconds.
 FG0989
 FG0989.The orthometric height was determined by differential leveling
 FG0989.and adjusted by the National Geodetic Survey in June 1991..
 FG0989
 FG0989.The geoid height was determined by GEOID03.
 FG0989
 FG0989.The dynamic height is computed by dividing the NAVD 88
 FG0989.geopotential number by the normal gravity value computed on the
 FG0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0989.degrees latitude (g = 980.6199 gals.).
 FG0989
 FG0989.The modeled gravity was interpolated from observed gravity values.
 FG0989
 FG0989;                    North         East    Units  Estimated Accuracy
 FG0989;SPC AR N     -   101,410.      306,890.      MT  (+/- 180 meters Scaled)
 FG0989
 FG0989                          SUPERSEDED SURVEY CONTROL
 FG0989
 FG0989  NGVD 29 (??/??/92)  118.813  (m)          389.81   (f) ADJ UNCH    2 0
 FG0989
 FG0989.Superseded values are not recommended for survey control.
 FG0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0989.See file dsdata.txt to determine how the superseded data were derived.
 FG0989
 FG0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU979999(NAD 83)
 FG0989_MARKER: DB = BENCH MARK DISK
 FG0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0989_STAMPING: E 72 1934
 FG0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0989+STABILITY: SURFACE MOTION
 FG0989
 FG0989  HISTORY     - Date     Condition        Report By
 FG0989  HISTORY     - 1934     MONUMENTED       CGS
 FG0989  HISTORY     - 1967     GOOD             NGS
 FG0989  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0989  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FG0989
 FG0989                          STATION DESCRIPTION
 FG0989
 FG0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0989'1.4 MI E FROM POTTSVILLE.
 FG0989'IT IS 1.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 FG0989'OFFICE IN POTTSVILLE, 64 FEET WEST OF A DIRT ROAD CROSSING THE TRACKS,
 FG0989'110 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 64, 36 FEET SOUTH OF THE
 FG0989'SOUTH RAIL OF THE TRACKS, 19 FEET EAST OF A TELEPHONE LINE POLE, 12
 FG0989'FEET NORTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST AND SET IN
 FG0989'THE TOP OF A 6 INCH SQUARE CONRETE POST PROJECTING 4 INCHES.
 FG0989
 FG0989                          STATION RECOVERY (1984)
 FG0989
 FG0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0989'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN NEW RAILROAD BED WAS BUILT.
 FG0989
 FG0989                          STATION RECOVERY (1987)
 FG0989
 FG0989'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0918 ***********************************************************************
 EJ0918  DESIGNATION -  E 73
 EJ0918  PID         -  EJ0918
 EJ0918  STATE/COUNTY-  AR/PERRY
 EJ0918  USGS QUAD   -  THORNBURG (1984)
 EJ0918
 EJ0918                         *CURRENT SURVEY CONTROL
 EJ0918  ___________________________________________________________________
 EJ0918* NAD 83(1986)-  34 56 01.     (N)    092 48 24.     (W)     SCALED    
 EJ0918* NAVD 88     -       224.832  (meters)     737.64   (feet)  ADJUSTED  
 EJ0918  ___________________________________________________________________
 EJ0918  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 EJ0918  DYNAMIC HT  -         224.612 (meters)     736.91  (feet)  COMP
 EJ0918  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EJ0918
 EJ0918  VERT ORDER  -  SECOND    CLASS 0
 EJ0918
 EJ0918.The horizontal coordinates were scaled from a topographic map and have
 EJ0918.an estimated accuracy of +/- 6 seconds.
 EJ0918
 EJ0918.The orthometric height was determined by differential leveling
 EJ0918.and adjusted by the National Geodetic Survey in June 1991..
 EJ0918
 EJ0918.The geoid height was determined by GEOID03.
 EJ0918
 EJ0918.The dynamic height is computed by dividing the NAVD 88
 EJ0918.geopotential number by the normal gravity value computed on the
 EJ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0918.degrees latitude (g = 980.6199 gals.).
 EJ0918
 EJ0918.The modeled gravity was interpolated from observed gravity values.
 EJ0918
 EJ0918;                    North         East    Units  Estimated Accuracy
 EJ0918;SPC AR N     -    66,900.      326,300.      MT  (+/- 180 meters Scaled)
 EJ0918
 EJ0918                          SUPERSEDED SURVEY CONTROL
 EJ0918
 EJ0918  NGVD 29 (??/??/92)  224.846  (m)          737.68   (f) ADJ UNCH    2 0
 EJ0918
 EJ0918.Superseded values are not recommended for survey control.
 EJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0918.See file dsdata.txt to determine how the superseded data were derived.
 EJ0918
 EJ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU176656(NAD 83)
 EJ0918_MARKER: DB = BENCH MARK DISK
 EJ0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0918_STAMPING: E 73 1935
 EJ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0918+STABILITY: SURFACE MOTION
 EJ0918
 EJ0918  HISTORY     - Date     Condition        Report By
 EJ0918  HISTORY     - 1935     MONUMENTED       CGS
 EJ0918  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ0918
 EJ0918                          STATION DESCRIPTION
 EJ0918
 EJ0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0918'6.1 MI S FROM PERRYVILLE.
 EJ0918'6.1 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE AT
 EJ0918'PERRYVILLE, PERRY COUNTY, AT THORNBURG, 44 FEET SOUTH OF THE SOUTHEAST
 EJ0918'CORNER OF THE POST OFFICE, IN GARDEN OWNED BY MRS. ALLA A. POWELL, 6.7
 EJ0918'FEET NORTH OF THE SOUTHEAST CORNER OF A FENCE, 62 FEET WEST OF THE
 EJ0918'CENTERLINE OF THE HIGHWAY, AND 1.3 FEET WEST OF A FENCE PARALLELING
 EJ0918'THE HIGHWAY.  A STANDARD DISK, STAMPED E 73 1935 AND SET IN THE TOP OF
 EJ0918'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1227 ***********************************************************************
 FF1227  DESIGNATION -  E 74
 FF1227  PID         -  FF1227
 FF1227  STATE/COUNTY-  AR/WOODRUFF
 FF1227  USGS QUAD   -  HUNTER WEST (1993)
 FF1227
 FF1227                         *CURRENT SURVEY CONTROL
 FF1227  ___________________________________________________________________
 FF1227* NAD 83(1986)-  35 05 19.     (N)    091 14 51.     (W)     SCALED    
 FF1227* NAVD 88     -        62.481  (meters)     204.99   (feet)  ADJUSTED  
 FF1227  ___________________________________________________________________
 FF1227  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF1227  DYNAMIC HT  -          62.424 (meters)     204.80  (feet)  COMP
 FF1227  MODELED GRAV-     979,722.2   (mgal)                       NAVD 88
 FF1227
 FF1227  VERT ORDER  -  SECOND    CLASS 0
 FF1227
 FF1227.The horizontal coordinates were scaled from a topographic map and have
 FF1227.an estimated accuracy of +/- 6 seconds.
 FF1227
 FF1227.The orthometric height was determined by differential leveling
 FF1227.and adjusted by the National Geodetic Survey in June 1991..
 FF1227
 FF1227.The geoid height was determined by GEOID03.
 FF1227
 FF1227.The dynamic height is computed by dividing the NAVD 88
 FF1227.geopotential number by the normal gravity value computed on the
 FF1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1227.degrees latitude (g = 980.6199 gals.).
 FF1227
 FF1227.The modeled gravity was interpolated from observed gravity values.
 FF1227
 FF1227;                    North         East    Units  Estimated Accuracy
 FF1227;SPC AR N     -    84,050.      468,620.      MT  (+/- 180 meters Scaled)
 FF1227
 FF1227                          SUPERSEDED SURVEY CONTROL
 FF1227
 FF1227  NGVD 29 (??/??/??)   62.454  (m)          204.90   (f) ADJUSTED    2 0
 FF1227
 FF1227.Superseded values are not recommended for survey control.
 FF1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1227.See file dsdata.txt to determine how the superseded data were derived.
 FF1227
 FF1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597842(NAD 83)
 FF1227_MARKER: DB = BENCH MARK DISK
 FF1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1227_STAMPING: E 74 1934
 FF1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1227+STABILITY: SURFACE MOTION
 FF1227
 FF1227  HISTORY     - Date     Condition        Report By
 FF1227  HISTORY     - 1934     MONUMENTED       CGS
 FF1227  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1227
 FF1227                          STATION DESCRIPTION
 FF1227
 FF1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1227'6 MI N FROM COTTON PLANT.
 FF1227'ABOUT 6 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1227'PACIFIC RAILROAD FROM THE HIGH SCHOOL AT COTTON PLANT, WOODRUFF
 FF1227'COUNTY, 1.7 MILES SOUTH OF THE STATION AT HOWELL, 265 FEET SOUTH
 FF1227'OF POLE 14/25, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, 12
 FF1227'FEET SOUTH OF THE CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE,
 FF1227'3 FEET EAST OF A TELEPHONE POLE, AND 2 FEET WEST OF THE
 FF1227'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 74 1934 AND SET
 FF1227'IN THE TOP OF A CONCRETE POST.  NOTE-- AREA IS UNDER CULTIVATION.
 FF1227
 FF1227                          STATION RECOVERY (1970)
 FF1227
 FF1227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1149 ***********************************************************************
 FF1149  DESIGNATION -  E 75 RESET
 FF1149  PID         -  FF1149
 FF1149  STATE/COUNTY-  AR/JACKSON
 FF1149  USGS QUAD   -  AMAGON (1965)
 FF1149
 FF1149                         *CURRENT SURVEY CONTROL
 FF1149  ___________________________________________________________________
 FF1149* NAD 83(1986)-  35 33 39.     (N)    091 04 27.     (W)     SCALED    
 FF1149* NAVD 88     -        70.823  (meters)     232.36   (feet)  ADJUSTED  
 FF1149  ___________________________________________________________________
 FF1149  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF1149  DYNAMIC HT  -          70.761 (meters)     232.16  (feet)  COMP
 FF1149  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 FF1149
 FF1149  VERT ORDER  -  SECOND    CLASS 0
 FF1149
 FF1149.The horizontal coordinates were scaled from a topographic map and have
 FF1149.an estimated accuracy of +/- 6 seconds.
 FF1149
 FF1149.The orthometric height was determined by differential leveling
 FF1149.and adjusted by the National Geodetic Survey in June 1991..
 FF1149
 FF1149.The geoid height was determined by GEOID03.
 FF1149
 FF1149.The dynamic height is computed by dividing the NAVD 88
 FF1149.geopotential number by the normal gravity value computed on the
 FF1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1149.degrees latitude (g = 980.6199 gals.).
 FF1149
 FF1149.The modeled gravity was interpolated from observed gravity values.
 FF1149
 FF1149;                    North         East    Units  Estimated Accuracy
 FF1149;SPC AR N     -   136,580.      483,930.      MT  (+/- 180 meters Scaled)
 FF1149
 FF1149                          SUPERSEDED SURVEY CONTROL
 FF1149
 FF1149  NGVD 29 (??/??/??)   70.755  (m)          232.14   (f) ADJUSTED    2 0
 FF1149
 FF1149.Superseded values are not recommended for survey control.
 FF1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1149.See file dsdata.txt to determine how the superseded data were derived.
 FF1149
 FF1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV745369(NAD 83)
 FF1149_MARKER: DB = BENCH MARK DISK
 FF1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1149_STAMPING: E 75 1934
 FF1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1149+STABILITY: SURFACE MOTION
 FF1149
 FF1149  HISTORY     - Date     Condition        Report By
 FF1149  HISTORY     - 1938     MONUMENTED       CGS
 FF1149  HISTORY     - 20020426 MARK NOT FOUND   USACE
 FF1149
 FF1149                          STATION DESCRIPTION
 FF1149
 FF1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1149'2.1 MI E FROM AMAGON.
 FF1149'2.1 MILES EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 FF1149'AMAGON, JACKSON COUNTY, ABOUT 75 FEET SOUTHEAST OF THE GATE TO THE
 FF1149'E. HICKMAN HOME, 42 FEET SOUTHWEST OF THE INTERSECTION WITH A
 FF1149'NORTH-AND-SOUTH FARM ROAD, IN THE NORTHEAST CORNER OF A RICE
 FF1149'FIELD, AND 9 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A WIRE
 FF1149'FENCE.  A STANDARD DISK, STAMPED E 75 1934 AND SET IN THE TOP OF
 FF1149'A CONCRETE POST.
 FF1149
 FF1149                          STATION RECOVERY (2002)
 FF1149
 FF1149'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0778 ***********************************************************************
 FF0778  DESIGNATION -  E 76
 FF0778  PID         -  FF0778
 FF0778  STATE/COUNTY-  AR/CRAIGHEAD
 FF0778  USGS QUAD   -  GREENFIELD (1983)
 FF0778
 FF0778                         *CURRENT SURVEY CONTROL
 FF0778  ___________________________________________________________________
 FF0778* NAD 83(1986)-  35 43 10.     (N)    090 41 25.     (W)     SCALED    
 FF0778* NAVD 88     -        76.290  (meters)     250.29   (feet)  ADJUSTED  
 FF0778  ___________________________________________________________________
 FF0778  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF0778  DYNAMIC HT  -          76.225 (meters)     250.08  (feet)  COMP
 FF0778  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 FF0778
 FF0778  VERT ORDER  -  SECOND    CLASS 0
 FF0778
 FF0778.The horizontal coordinates were scaled from a topographic map and have
 FF0778.an estimated accuracy of +/- 6 seconds.
 FF0778
 FF0778.The orthometric height was determined by differential leveling
 FF0778.and adjusted by the National Geodetic Survey in June 1991..
 FF0778
 FF0778.The geoid height was determined by GEOID03.
 FF0778
 FF0778.The dynamic height is computed by dividing the NAVD 88
 FF0778.geopotential number by the normal gravity value computed on the
 FF0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0778.degrees latitude (g = 980.6199 gals.).
 FF0778
 FF0778.The modeled gravity was interpolated from observed gravity values.
 FF0778
 FF0778;                    North         East    Units  Estimated Accuracy
 FF0778;SPC AR N     -   154,570.      518,500.      MT  (+/- 180 meters Scaled)
 FF0778
 FF0778                          SUPERSEDED SURVEY CONTROL
 FF0778
 FF0778  NGVD 29 (??/??/??)   76.200  (m)          250.00   (f) ADJUSTED    2 0
 FF0778
 FF0778.Superseded values are not recommended for survey control.
 FF0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0778.See file dsdata.txt to determine how the superseded data were derived.
 FF0778
 FF0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV089552(NAD 83)
 FF0778_MARKER: DB = BENCH MARK DISK
 FF0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0778_STAMPING: E 76 1934
 FF0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0778+STABILITY: SURFACE MOTION
 FF0778
 FF0778  HISTORY     - Date     Condition        Report By
 FF0778  HISTORY     - 1934     MONUMENTED       CGS
 FF0778  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0778
 FF0778                          STATION DESCRIPTION
 FF0778
 FF0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0778'7.6 MI S FROM NETTLETON.
 FF0778'7.6 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0778'STATION AT NETTLETON, CRAIGHEAD COUNTY, AT THE SIDING AT CARY,
 FF0778'ABOUT 440 FEET SOUTH OF THE TWENTIETH POLE SOUTH OF MILEPOST
 FF0778'245, 38 FEET WEST OF THE CENTER OF A ROAD CROSSING, 21 FEET
 FF0778'WEST OF THE WEST END OF THE CATTLE GUARD, AND 12 FEET EAST OF
 FF0778'THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED E 76
 FF0778'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONSIDERABLE
 FF0778'GRADING HAS BEEN DONE IN THE VICINITY MEASUREMENTS GIVEN IN
 FF0778'THE ORIGINAL DESCRIPTION ARE NOT CONSISTENT AND ARE NOT MUCH
 FF0778'HELP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0938 ***********************************************************************
 EJ0938  DESIGNATION -  E 78
 EJ0938  PID         -  EJ0938
 EJ0938  STATE/COUNTY-  AR/SALINE
 EJ0938  USGS QUAD   -  LONSDALE (1984)
 EJ0938
 EJ0938                         *CURRENT SURVEY CONTROL
 EJ0938  ___________________________________________________________________
 EJ0938* NAD 83(1986)-  34 36 49.     (N)    092 46 10.     (W)     SCALED    
 EJ0938* NAVD 88     -       124.337  (meters)     407.93   (feet)  ADJUSTED  
 EJ0938  ___________________________________________________________________
 EJ0938  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ0938  DYNAMIC HT  -         124.219 (meters)     407.54  (feet)  COMP
 EJ0938  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 EJ0938
 EJ0938  VERT ORDER  -  SECOND    CLASS 0
 EJ0938
 EJ0938.The horizontal coordinates were scaled from a topographic map and have
 EJ0938.an estimated accuracy of +/- 6 seconds.
 EJ0938
 EJ0938.The orthometric height was determined by differential leveling
 EJ0938.and adjusted by the National Geodetic Survey in June 1991..
 EJ0938
 EJ0938.The geoid height was determined by GEOID03.
 EJ0938
 EJ0938.The dynamic height is computed by dividing the NAVD 88
 EJ0938.geopotential number by the normal gravity value computed on the
 EJ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0938.degrees latitude (g = 980.6199 gals.).
 EJ0938
 EJ0938.The modeled gravity was interpolated from observed gravity values.
 EJ0938
 EJ0938;                    North         East    Units  Estimated Accuracy
 EJ0938;SPC AR S     -   616,210.      329,430.      MT  (+/- 180 meters Scaled)
 EJ0938
 EJ0938                          SUPERSEDED SURVEY CONTROL
 EJ0938
 EJ0938  NGVD 29 (??/??/92)  124.351  (m)          407.97   (f) ADJ UNCH    2 0
 EJ0938
 EJ0938.Superseded values are not recommended for survey control.
 EJ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0938.See file dsdata.txt to determine how the superseded data were derived.
 EJ0938
 EJ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU211302(NAD 83)
 EJ0938_MARKER: DB = BENCH MARK DISK
 EJ0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0938_STAMPING: E 78 1935
 EJ0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0938+STABILITY: SURFACE MOTION
 EJ0938
 EJ0938  HISTORY     - Date     Condition        Report By
 EJ0938  HISTORY     - 1935     MONUMENTED       CGS
 EJ0938  HISTORY     - 1935     GOOD             NGS
 EJ0938  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0938
 EJ0938                          STATION DESCRIPTION
 EJ0938
 EJ0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0938'9.7 MI NE FROM LONSDALE.
 EJ0938'9.7 MILES NORTHEAST ALONG THE COUNTY ROAD FROM THE MISSOURI PACIFIC
 EJ0938'RAILROAD STATION AT LONSDALE, SALINE COUNTY, 180 FEET SOUTH OF THE
 EJ0938'CENTER OF THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 9, 165
 EJ0938'FEET SOUTH OF THE J.J. CROW SERVICE STATION, 102 FEET SOUTHEAST OF THE
 EJ0938'CENTERLINE OF U.S. HIGHWAY 70, 5.4 FEET SOUTH OF THE SOUTH END OF A
 EJ0938'GATE, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED E 78 1935
 EJ0938'AND SET IN THE TOP OF A CONCRETE POST.
 EJ0938
 EJ0938                          STATION RECOVERY (1998)
 EJ0938
 EJ0938'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0660 ***********************************************************************
 EJ0660  DESIGNATION -  E 79
 EJ0660  PID         -  EJ0660
 EJ0660  STATE/COUNTY-  AR/HOT SPRING
 EJ0660  USGS QUAD   -  TRASKWOOD (1984)
 EJ0660
 EJ0660                         *CURRENT SURVEY CONTROL
 EJ0660  ___________________________________________________________________
 EJ0660* NAD 83(1986)-  34 23 20.     (N)    092 43 16.     (W)     SCALED    
 EJ0660* NAVD 88     -        86.043  (meters)     282.29   (feet)  ADJUSTED  
 EJ0660  ___________________________________________________________________
 EJ0660  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ0660  DYNAMIC HT  -          85.961 (meters)     282.02  (feet)  COMP
 EJ0660  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EJ0660
 EJ0660  VERT ORDER  -  SECOND    CLASS 0
 EJ0660
 EJ0660.The horizontal coordinates were scaled from a topographic map and have
 EJ0660.an estimated accuracy of +/- 6 seconds.
 EJ0660
 EJ0660.The orthometric height was determined by differential leveling
 EJ0660.and adjusted by the National Geodetic Survey in June 1991..
 EJ0660
 EJ0660.The geoid height was determined by GEOID03.
 EJ0660
 EJ0660.The dynamic height is computed by dividing the NAVD 88
 EJ0660.geopotential number by the normal gravity value computed on the
 EJ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0660.degrees latitude (g = 980.6199 gals.).
 EJ0660
 EJ0660.The modeled gravity was interpolated from observed gravity values.
 EJ0660
 EJ0660;                    North         East    Units  Estimated Accuracy
 EJ0660;SPC AR S     -   591,250.      333,690.      MT  (+/- 180 meters Scaled)
 EJ0660
 EJ0660                          SUPERSEDED SURVEY CONTROL
 EJ0660
 EJ0660  NGVD 29 (??/??/92)   86.052  (m)          282.32   (f) ADJ UNCH    2 0
 EJ0660
 EJ0660.Superseded values are not recommended for survey control.
 EJ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0660.See file dsdata.txt to determine how the superseded data were derived.
 EJ0660
 EJ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU256053(NAD 83)
 EJ0660_MARKER: DB = BENCH MARK DISK
 EJ0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0660_STAMPING: E-79 1935
 EJ0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0660+STABILITY: SURFACE MOTION
 EJ0660
 EJ0660  HISTORY     - Date     Condition        Report By
 EJ0660  HISTORY     - 1935     MONUMENTED       CGS
 EJ0660  HISTORY     - 1961     MARK NOT FOUND   USGS
 EJ0660
 EJ0660                          STATION DESCRIPTION
 EJ0660
 EJ0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0660'5.7 MI SW FROM TRASKWOOD.
 EJ0660'5.7 MILES SOUTHWEST OF, ALONG MO.PAC.R.R. FROM STATION.  ABOUT 350
 EJ0660'FEET EAST OF J.G. HAMES HOUSE.  90.3 FEET NORTHEAST OF CENTERLINE OF
 EJ0660'COUNTY ROAD AT RAILROAD CROSSING.  54.9 FT. EAST OF CENTERLINE OF
 EJ0660'M.P.R.R.  5.4 FT. WEST OF FOOT OF A 10-FT. CLAY BANK.  1.4 FT. NORTH
 EJ0660'OF EAST-WEST FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0660
 EJ0660                          STATION RECOVERY (1961)
 EJ0660
 EJ0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EJ0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1307 ***********************************************************************
 FF1307  DESIGNATION -  E 8
 FF1307  PID         -  FF1307
 FF1307  STATE/COUNTY-  AR/CLEBURNE
 FF1307  USGS QUAD   -  LETONA (1962)
 FF1307
 FF1307                         *CURRENT SURVEY CONTROL
 FF1307  ___________________________________________________________________
 FF1307* NAD 83(1986)-  35 16 54.     (N)    091 49 56.     (W)     SCALED    
 FF1307* NAVD 88     -        80.485  (meters)     264.06   (feet)  ADJUSTED  
 FF1307  ___________________________________________________________________
 FF1307  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1307  DYNAMIC HT  -          80.412 (meters)     263.82  (feet)  COMP
 FF1307  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 FF1307
 FF1307  VERT ORDER  -  FIRST     CLASS II
 FF1307
 FF1307.The horizontal coordinates were scaled from a topographic map and have
 FF1307.an estimated accuracy of +/- 6 seconds.
 FF1307
 FF1307.The orthometric height was determined by differential leveling
 FF1307.and adjusted by the National Geodetic Survey in June 1991..
 FF1307
 FF1307.The geoid height was determined by GEOID03.
 FF1307
 FF1307.The dynamic height is computed by dividing the NAVD 88
 FF1307.geopotential number by the normal gravity value computed on the
 FF1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1307.degrees latitude (g = 980.6199 gals.).
 FF1307
 FF1307.The modeled gravity was interpolated from observed gravity values.
 FF1307
 FF1307;                    North         East    Units  Estimated Accuracy
 FF1307;SPC AR N     -   105,220.      415,260.      MT  (+/- 180 meters Scaled)
 FF1307
 FF1307                          SUPERSEDED SURVEY CONTROL
 FF1307
 FF1307  NGVD 29 (??/??/??)   80.431  (m)          263.88   (f) ADJUSTED    1 2
 FF1307
 FF1307.Superseded values are not recommended for survey control.
 FF1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1307.See file dsdata.txt to determine how the superseded data were derived.
 FF1307
 FF1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV061049(NAD 83)
 FF1307_MARKER: P = PIPE CAP
 FF1307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1307_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1307_STAMPING: 3705.183
 FF1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1307
 FF1307  HISTORY     - Date     Condition        Report By
 FF1307  HISTORY     - 1931     MONUMENTED       CGS
 FF1307  HISTORY     - 1935     MARK NOT FOUND   CGS
 FF1307
 FF1307                          STATION DESCRIPTION
 FF1307
 FF1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1307'AT ARMSTRONG SPRINGS.
 FF1307'AT WYOLA, CLEBURNE COUNTY, ABOUT 20 YARDS SOUTH OF THE SOUTHEAST
 FF1307'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 FF1307'ABOUT 75 YARDS WEST OF THE TRACK, AND ABOUT 30 YARDS SOUTH OF THE
 FF1307'SOUTH CURB OF THE MAIN STREET.  A STANDARD CAP, STAMPED 3705.183
 FF1307'AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 FF1307'ABOUT 4 INCHES ABOVE GROUND.
 FF1307
 FF1307                          STATION RECOVERY (1935)
 FF1307
 FF1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FF1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0576 ***********************************************************************
 EJ0576  DESIGNATION -  E 80
 EJ0576  PID         -  EJ0576
 EJ0576  STATE/COUNTY-  AR/GRANT
 EJ0576  USGS QUAD   -  SHERIDAN (1984)
 EJ0576
 EJ0576                         *CURRENT SURVEY CONTROL
 EJ0576  ___________________________________________________________________
 EJ0576* NAD 83(1986)-  34 18 56.     (N)    092 23 47.     (W)     SCALED    
 EJ0576* NAVD 88     -        76.451  (meters)     250.82   (feet)  ADJUSTED  
 EJ0576  ___________________________________________________________________
 EJ0576  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0576  DYNAMIC HT  -          76.378 (meters)     250.58  (feet)  COMP
 EJ0576  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 EJ0576
 EJ0576  VERT ORDER  -  SECOND    CLASS 0
 EJ0576
 EJ0576.The horizontal coordinates were scaled from a topographic map and have
 EJ0576.an estimated accuracy of +/- 6 seconds.
 EJ0576
 EJ0576.The orthometric height was determined by differential leveling
 EJ0576.and adjusted by the National Geodetic Survey in June 1991..
 EJ0576
 EJ0576.The geoid height was determined by GEOID03.
 EJ0576
 EJ0576.The dynamic height is computed by dividing the NAVD 88
 EJ0576.geopotential number by the normal gravity value computed on the
 EJ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0576.degrees latitude (g = 980.6199 gals.).
 EJ0576
 EJ0576.The modeled gravity was interpolated from observed gravity values.
 EJ0576
 EJ0576;                    North         East    Units  Estimated Accuracy
 EJ0576;SPC AR S     -   582,950.      363,520.      MT  (+/- 180 meters Scaled)
 EJ0576
 EJ0576                          SUPERSEDED SURVEY CONTROL
 EJ0576
 EJ0576  NGVD 29 (??/??/92)   76.504  (m)          251.00   (f) ADJ UNCH    2 0
 EJ0576
 EJ0576.Superseded values are not recommended for survey control.
 EJ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0576.See file dsdata.txt to determine how the superseded data were derived.
 EJ0576
 EJ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT555973(NAD 83)
 EJ0576_MARKER: DB = BENCH MARK DISK
 EJ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0576_STAMPING: E 80 1935
 EJ0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0576+STABILITY: SURFACE MOTION
 EJ0576
 EJ0576  HISTORY     - Date     Condition        Report By
 EJ0576  HISTORY     - 1935     MONUMENTED       CGS
 EJ0576  HISTORY     - 1935     GOOD             NGS
 EJ0576  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0576  HISTORY     - 20050901 MARK NOT FOUND   ARHD
 EJ0576
 EJ0576                          STATION DESCRIPTION
 EJ0576
 EJ0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0576'0.7 MI N FROM SHERIDAN.
 EJ0576'ABOUT .7 MILE NORTH OF SHERIDAN, ALONG U.S. HWY. 167, ABOUT 400 FEET
 EJ0576'SOUTH OF NU-WAY SERVICE STATION.  ABOUT 100 FEET SOUTH OF U.S. HWY.
 EJ0576'167, AT M.P.R.R. CROSSING.  46.6 FEET SOUTHWEST OF CENTERLINE OF
 EJ0576'MISSOURI PACIFIC R.R.  22.8 FEET SOUTHEAST OF CENTERLINE OF U.S. HWY.
 EJ0576'167.  3 FEET NORTHEAST OF NORTH CORNER OF PASTURE FENCE.  1.6 FT. EAST
 EJ0576'OF NORTH-SOUTH FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0576
 EJ0576                          STATION RECOVERY (1960)
 EJ0576
 EJ0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0576'MARK NOT FOUND.
 EJ0576
 EJ0576                          STATION RECOVERY (2005)
 EJ0576
 EJ0576'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 EJ0576'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1024 ***********************************************************************
 EH1024  DESIGNATION -  E 82
 EH1024  PID         -  EH1024
 EH1024  STATE/COUNTY-  AR/LEE
 EH1024  USGS QUAD   -  HAYNES (1992)
 EH1024
 EH1024                         *CURRENT SURVEY CONTROL
 EH1024  ___________________________________________________________________
 EH1024* NAD 83(1986)-  34 53 23.     (N)    090 47 33.     (W)     SCALED    
 EH1024* NAVD 88     -        68.510  (meters)     224.77   (feet)  ADJUSTED  
 EH1024  ___________________________________________________________________
 EH1024  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1024  DYNAMIC HT  -          68.447 (meters)     224.56  (feet)  COMP
 EH1024  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 EH1024
 EH1024  VERT ORDER  -  SECOND    CLASS 0
 EH1024
 EH1024.The horizontal coordinates were scaled from a topographic map and have
 EH1024.an estimated accuracy of +/- 6 seconds.
 EH1024
 EH1024.The orthometric height was determined by differential leveling
 EH1024.and adjusted by the National Geodetic Survey in June 1991..
 EH1024
 EH1024.The geoid height was determined by GEOID03.
 EH1024
 EH1024.The dynamic height is computed by dividing the NAVD 88
 EH1024.geopotential number by the normal gravity value computed on the
 EH1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1024.degrees latitude (g = 980.6199 gals.).
 EH1024
 EH1024.The modeled gravity was interpolated from observed gravity values.
 EH1024
 EH1024;                    North         East    Units  Estimated Accuracy
 EH1024;SPC AR S     -   647,230.      510,380.      MT  (+/- 180 meters Scaled)
 EH1024
 EH1024                          SUPERSEDED SURVEY CONTROL
 EH1024
 EH1024  NGVD 29 (??/??/??)   68.506  (m)          224.76   (f) ADJUSTED    2 0
 EH1024
 EH1024.Superseded values are not recommended for survey control.
 EH1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1024.See file dsdata.txt to determine how the superseded data were derived.
 EH1024
 EH1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017630(NAD 83)
 EH1024_MARKER: DB = BENCH MARK DISK
 EH1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1024_STAMPING: E-82 1935
 EH1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1024+STABILITY: SURFACE MOTION
 EH1024
 EH1024  HISTORY     - Date     Condition        Report By
 EH1024  HISTORY     - 1935     MONUMENTED       CGS
 EH1024  HISTORY     - 1957     MARK NOT FOUND   USGS
 EH1024
 EH1024                          STATION DESCRIPTION
 EH1024
 EH1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1024'IN HAYNES.
 EH1024'ABOUT 565 FEET NORTH OF M.P. 304.  32.2 FEET NORTH OF NORTH END OF
 EH1024'MISSOURI PACIFIC R.R. STATION.  27.9 FEET WEST OF CENTERLINE OF MAIN
 EH1024'LINE TRACK OF M.P.R.R..  3.8 FEET SOUTH OF TELEGRAPH POLE.  TABLET SET
 EH1024'IN PRECAST CONCRETE POST.
 EH1024
 EH1024                          STATION RECOVERY (1957)
 EH1024
 EH1024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EH1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1424 ***********************************************************************
 DK1424  DESIGNATION -  E 83
 DK1424  PID         -  DK1424
 DK1424  STATE/COUNTY-  AR/DREW
 DK1424  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1424
 DK1424                         *CURRENT SURVEY CONTROL
 DK1424  ___________________________________________________________________
 DK1424* NAD 83(1986)-  33 37 43.     (N)    091 47 29.     (W)     SCALED    
 DK1424* NAVD 88     -        90.871  (meters)     298.13   (feet)  ADJUSTED  
 DK1424  ___________________________________________________________________
 DK1424  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK1424  DYNAMIC HT  -          90.777 (meters)     297.82  (feet)  COMP
 DK1424  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 DK1424
 DK1424  VERT ORDER  -  SECOND    CLASS 0
 DK1424
 DK1424.The horizontal coordinates were scaled from a topographic map and have
 DK1424.an estimated accuracy of +/- 6 seconds.
 DK1424
 DK1424.The orthometric height was determined by differential leveling
 DK1424.and adjusted by the National Geodetic Survey in June 1991..
 DK1424
 DK1424.The geoid height was determined by GEOID03.
 DK1424
 DK1424.The dynamic height is computed by dividing the NAVD 88
 DK1424.geopotential number by the normal gravity value computed on the
 DK1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1424.degrees latitude (g = 980.6199 gals.).
 DK1424
 DK1424.The modeled gravity was interpolated from observed gravity values.
 DK1424
 DK1424;                    North         East    Units  Estimated Accuracy
 DK1424;SPC AR S     -   506,710.      419,360.      MT  (+/- 180 meters Scaled)
 DK1424
 DK1424                          SUPERSEDED SURVEY CONTROL
 DK1424
 DK1424  NGVD 29 (??/??/??)   90.974  (m)          298.47   (f) ADJUSTED    2 0
 DK1424
 DK1424.Superseded values are not recommended for survey control.
 DK1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1424.See file dsdata.txt to determine how the superseded data were derived.
 DK1424
 DK1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT120216(NAD 83)
 DK1424_MARKER: DB = BENCH MARK DISK
 DK1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1424_STAMPING: E 83 1935
 DK1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1424+STABILITY: SURFACE MOTION
 DK1424
 DK1424  HISTORY     - Date     Condition        Report By
 DK1424  HISTORY     - 1935     MONUMENTED       CGS
 DK1424  HISTORY     - 1935     GOOD             CGS
 DK1424  HISTORY     - 20031111 GOOD             INDIV
 DK1424
 DK1424                          STATION DESCRIPTION
 DK1424
 DK1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1424'IN MONTICELLO.
 DK1424'AT MONTICELLO, DREW COUNTY, AT THE MUNICIPAL BUILDING, 15.7 FEET EAST
 DK1424'OF THE CENTER OF THE NORTH ENTRANCE, 3.3 FEET NORTH OF THE NORTH WALL,
 DK1424'IN THE TOP OF THE EAST BALISTRADE OF THE NORTH ENTRANCE STEPS, AND 0.8
 DK1424'FEET SOUTH OF THE NORTH EDGE.  A STANDARD DISK, STAMPED E 83 1935.
 DK1424
 DK1424                          STATION RECOVERY (2003)
 DK1424
 DK1424'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JM)
 DK1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0355 ***********************************************************************
 EJ0355  DESIGNATION -  E 84
 EJ0355  PID         -  EJ0355
 EJ0355  STATE/COUNTY-  AR/PULASKI
 EJ0355  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0355
 EJ0355                         *CURRENT SURVEY CONTROL
 EJ0355  ___________________________________________________________________
 EJ0355* NAD 83(1986)-  34 39 02.     (N)    092 18 21.     (W)     SCALED    
 EJ0355* NAVD 88     -        78.986  (meters)     259.14   (feet)  ADJUSTED  
 EJ0355  ___________________________________________________________________
 EJ0355  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EJ0355  DYNAMIC HT  -          78.911 (meters)     258.89  (feet)  COMP
 EJ0355  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 EJ0355
 EJ0355  VERT ORDER  -  SECOND    CLASS 0
 EJ0355
 EJ0355.The horizontal coordinates were scaled from a topographic map and have
 EJ0355.an estimated accuracy of +/- 6 seconds.
 EJ0355
 EJ0355.The orthometric height was determined by differential leveling
 EJ0355.and adjusted by the National Geodetic Survey in June 1991..
 EJ0355
 EJ0355.The geoid height was determined by GEOID03.
 EJ0355
 EJ0355.The dynamic height is computed by dividing the NAVD 88
 EJ0355.geopotential number by the normal gravity value computed on the
 EJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0355.degrees latitude (g = 980.6199 gals.).
 EJ0355
 EJ0355.The modeled gravity was interpolated from observed gravity values.
 EJ0355
 EJ0355;                    North         East    Units  Estimated Accuracy
 EJ0355;SPC AR S     -   620,090.      371,960.      MT  (+/- 180 meters Scaled)
 EJ0355
 EJ0355                          SUPERSEDED SURVEY CONTROL
 EJ0355
 EJ0355  NGVD 29 (??/??/92)   79.036  (m)          259.30   (f) ADJ UNCH    2 0
 EJ0355
 EJ0355.Superseded values are not recommended for survey control.
 EJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0355.See file dsdata.txt to determine how the superseded data were derived.
 EJ0355
 EJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU636345(NAD 83)
 EJ0355_MARKER: DB = BENCH MARK DISK
 EJ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0355_STAMPING: E 84 1935
 EJ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0355+STABILITY: SURFACE MOTION
 EJ0355
 EJ0355  HISTORY     - Date     Condition        Report By
 EJ0355  HISTORY     - 1935     MONUMENTED       CGS
 EJ0355  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0355  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0355  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0355  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0355
 EJ0355                          STATION DESCRIPTION
 EJ0355
 EJ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0355'6.3 MI S FROM LITTLE ROCK.
 EJ0355'6.3 MILES SOUTH ALONG U.S. HIGHWAY 167 FROM THE BIDDLE SHOPS OF THE
 EJ0355'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT LITTLE ROCK, PULASKI
 EJ0355'COUNTY, 63.4 FEET WEST OF THE WEST CORNER OF THE SWEET HOME ROAD
 EJ0355'WOODEN BRIDGE OVER A CREEK, 57 FEET NORTHEAST OF POWER LINE POLE 70,
 EJ0355'AT A ROAD JUNCTION, 36.6 FEET NORTHWEST OF THE CENTERLINE OF THE
 EJ0355'GRAVEL ROAD LEADING NORTHEAST TO SWEET HOME, 28.7 FEET NORTHEAST OF
 EJ0355'THE CENTERLINE OF THE HIGHWAY, AND 16.5 FEET NORTHWEST OF A POLE.  A
 EJ0355'STANDARD DISK, STAMPED E 84 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0355'POST.
 EJ0355
 EJ0355                          STATION RECOVERY (1984)
 EJ0355
 EJ0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0355'MARK NOT FOUND.
 EJ0355
 EJ0355                          STATION RECOVERY (1989)
 EJ0355
 EJ0355'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0355'MARK NOT FOUND.
 EJ0355
 EJ0355                          STATION RECOVERY (1990)
 EJ0355
 EJ0355'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1406 ***********************************************************************
 FF1406  DESIGNATION -  E 85
 FF1406  PID         -  FF1406
 FF1406  STATE/COUNTY-  AR/WHITE
 FF1406  USGS QUAD   -  WEST POINT (1994)
 FF1406
 FF1406                         *CURRENT SURVEY CONTROL
 FF1406  ___________________________________________________________________
 FF1406* NAD 83(1986)-  35 09 16.     (N)    091 30 07.     (W)     SCALED    
 FF1406* NAVD 88     -        60.291  (meters)     197.80   (feet)  ADJUSTED  
 FF1406  ___________________________________________________________________
 FF1406  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1406  DYNAMIC HT  -          60.236 (meters)     197.62  (feet)  COMP
 FF1406  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FF1406
 FF1406  VERT ORDER  -  SECOND    CLASS 0
 FF1406
 FF1406.The horizontal coordinates were scaled from a topographic map and have
 FF1406.an estimated accuracy of +/- 6 seconds.
 FF1406
 FF1406.The orthometric height was determined by differential leveling
 FF1406.and adjusted by the National Geodetic Survey in June 1991..
 FF1406
 FF1406.The geoid height was determined by GEOID03.
 FF1406
 FF1406.The dynamic height is computed by dividing the NAVD 88
 FF1406.geopotential number by the normal gravity value computed on the
 FF1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1406.degrees latitude (g = 980.6199 gals.).
 FF1406
 FF1406.The modeled gravity was interpolated from observed gravity values.
 FF1406
 FF1406;                    North         East    Units  Estimated Accuracy
 FF1406;SPC AR N     -    91,210.      445,380.      MT  (+/- 180 meters Scaled)
 FF1406
 FF1406                          SUPERSEDED SURVEY CONTROL
 FF1406
 FF1406  NGVD 29 (??/??/??)   60.256  (m)          197.69   (f) ADJUSTED    2 0
 FF1406
 FF1406.Superseded values are not recommended for survey control.
 FF1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1406.See file dsdata.txt to determine how the superseded data were derived.
 FF1406
 FF1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU364911(NAD 83)
 FF1406_MARKER: DB = BENCH MARK DISK
 FF1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1406_STAMPING: E 85 1935
 FF1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1406+STABILITY: SURFACE MOTION
 FF1406
 FF1406  HISTORY     - Date     Condition        Report By
 FF1406  HISTORY     - 1935     MONUMENTED       CGS
 FF1406  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1406
 FF1406                          STATION DESCRIPTION
 FF1406
 FF1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1406'3.3 MI NW FROM GEORGETOWN.
 FF1406'ABOUT 3.3 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1406'RAILWAY FROM THE STATION AT GEORGETOWN, WHITE COUNTY, AT THE
 FF1406'SIDING AT ENRIGHT, 3 FEET EAST OF THE SIXTEENTH POLE SOUTHEAST
 FF1406'OF MILEPOST 288, 61 FEET NORTHEAST OF THE CENTER OF A DIRTROAD
 FF1406'CROSSING, 84 FEET SOUTHEAST OF A FENCE CORNER, 38 FEET NORTH OF
 FF1406'THE CENTER LINE OF THE MAIN-LINE TRACK, AND 34 FEET SOUTH OF THE
 FF1406'CENTER LINE OF THE GEORGETOWN-KENSETT DIRT ROAD.  A STANDARD
 FF1406'DISK, STAMPED E 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1406
 FF1406                          STATION RECOVERY (2003)
 FF1406
 FF1406'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0166 ***********************************************************************
 FF0166  DESIGNATION -  E 86
 FF0166  PID         -  FF0166
 FF0166  STATE/COUNTY-  AR/CRITTENDEN
 FF0166  USGS QUAD   -  EARLE (1992)
 FF0166
 FF0166                         *CURRENT SURVEY CONTROL
 FF0166  ___________________________________________________________________
 FF0166* NAD 83(1986)-  35 15 39.     (N)    090 29 44.     (W)     SCALED    
 FF0166* NAVD 88     -        67.302  (meters)     220.81   (feet)  POSTED    
 FF0166  ___________________________________________________________________
 FF0166  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0166  DYNAMIC HT  -          67.240 (meters)     220.60  (feet)  COMP
 FF0166  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FF0166
 FF0166  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0166
 FF0166.The horizontal coordinates were scaled from a topographic map and have
 FF0166.an estimated accuracy of +/- 6 seconds.
 FF0166
 FF0166.The orthometric height was determined by differential leveling
 FF0166.and adjusted by the National Geodetic Survey in 1992..
 FF0166.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0166.rate of 1.1 thru 2.0 mm/km.
 FF0166
 FF0166.The geoid height was determined by GEOID03.
 FF0166
 FF0166.The dynamic height is computed by dividing the NAVD 88
 FF0166.geopotential number by the normal gravity value computed on the
 FF0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0166.degrees latitude (g = 980.6199 gals.).
 FF0166
 FF0166.The modeled gravity was interpolated from observed gravity values.
 FF0166
 FF0166;                    North         East    Units  Estimated Accuracy
 FF0166;SPC AR N     -   103,940.      536,890.      MT  (+/- 180 meters Scaled)
 FF0166
 FF0166                          SUPERSEDED SURVEY CONTROL
 FF0166
 FF0166  NGVD 29 (??/??/??)   67.296  (m)          220.79   (f) ADJUSTED    2 0
 FF0166
 FF0166.Superseded values are not recommended for survey control.
 FF0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0166.See file dsdata.txt to determine how the superseded data were derived.
 FF0166
 FF0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV278048(NAD 83)
 FF0166_MARKER: DB = BENCH MARK DISK
 FF0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0166_STAMPING: E 86 1935
 FF0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0166+STABILITY: SURFACE MOTION
 FF0166
 FF0166  HISTORY     - Date     Condition        Report By
 FF0166  HISTORY     - 1935     MONUMENTED       CGS
 FF0166  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0166
 FF0166                          STATION DESCRIPTION
 FF0166
 FF0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0166'1.9 MI W FROM EARLE.
 FF0166'1.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0166'STATION AT EARLE, CRITTENDEN COUNTY, 85 FEET SOUTHWEST OF THE
 FF0166'ELEVENTH POLE EAST OF MILEPOST 350, 82 FEET EAST OF THE CENTER
 FF0166'OF A ROAD CROSSING, AND 12.3 FEET SOUTH OF THE CENTERLINE OF
 FF0166'THE TRACK.  A STANDARD DISK, STAMPED E 86 1935 AND SET IN THE
 FF0166'TOP OF A CONCRETE POST.
 FF0166
 FF0166                          STATION RECOVERY (1974)
 FF0166
 FF0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2385 ***********************************************************************
 EH2385  DESIGNATION -  E 87
 EH2385  PID         -  EH2385
 EH2385  STATE/COUNTY-  AR/PRAIRIE
 EH2385  USGS QUAD   -  DES ARC WEST (1994)
 EH2385
 EH2385                         *CURRENT SURVEY CONTROL
 EH2385  ___________________________________________________________________
 EH2385* NAD 83(1986)-  34 59 30.     (N)    091 31 43.     (W)     SCALED    
 EH2385* NAVD 88     -        60.595  (meters)     198.80   (feet)  ADJUSTED  
 EH2385  ___________________________________________________________________
 EH2385  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EH2385  DYNAMIC HT  -          60.539 (meters)     198.62  (feet)  COMP
 EH2385  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 EH2385
 EH2385  VERT ORDER  -  FIRST     CLASS II
 EH2385
 EH2385.The horizontal coordinates were scaled from a topographic map and have
 EH2385.an estimated accuracy of +/- 6 seconds.
 EH2385
 EH2385.The orthometric height was determined by differential leveling
 EH2385.and adjusted by the National Geodetic Survey in June 1991..
 EH2385
 EH2385.The geoid height was determined by GEOID03.
 EH2385
 EH2385.The dynamic height is computed by dividing the NAVD 88
 EH2385.geopotential number by the normal gravity value computed on the
 EH2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2385.degrees latitude (g = 980.6199 gals.).
 EH2385
 EH2385.The modeled gravity was interpolated from observed gravity values.
 EH2385
 EH2385;                    North         East    Units  Estimated Accuracy
 EH2385;SPC AR S     -   657,990.      443,040.      MT  (+/- 180 meters Scaled)
 EH2385
 EH2385                          SUPERSEDED SURVEY CONTROL
 EH2385
 EH2385  NGVD 29 (??/??/??)   60.586  (m)          198.77   (f) ADJUSTED    1 2
 EH2385
 EH2385.Superseded values are not recommended for survey control.
 EH2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2385.See file dsdata.txt to determine how the superseded data were derived.
 EH2385
 EH2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU342731(NAD 83)
 EH2385_MARKER: DB = BENCH MARK DISK
 EH2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2385_STAMPING: E 87 1935
 EH2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2385+STABILITY: SURFACE MOTION
 EH2385
 EH2385  HISTORY     - Date     Condition        Report By
 EH2385  HISTORY     - 1935     MONUMENTED       CGS
 EH2385  HISTORY     - 1955     GOOD             CGS
 EH2385  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH2385
 EH2385                          STATION DESCRIPTION
 EH2385
 EH2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2385'2.3 MI NW FROM DES ARC.
 EH2385'2.3 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2385'RAILROAD FROM THE STATION AT DES ARC, AT A DIRT ROAD CROSSING, 0.2
 EH2385'MILE SOUTHEAST OF MILEPOST 16, 58 FEET SOUTH OF THE CENTER LINE OF A
 EH2385'DIRT ROAD, 41 FEET NORTHEAST OF THE NORTHEAST RAIL, 6.4 FEET SOUTHWEST
 EH2385'OF A 10 INCH PERSIMMON TREE, 6.4 FEET SOUTHWEST OF A FENCE CORNER, 1.6
 EH2385'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH2385'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EH2385
 EH2385                          STATION RECOVERY (2003)
 EH2385
 EH2385'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0282 ***********************************************************************
 EK0282  DESIGNATION -  E 88
 EK0282  PID         -  EK0282
 EK0282  STATE/COUNTY-  AR/SEVIER
 EK0282  USGS QUAD   -  GENEVA (1966)
 EK0282
 EK0282                         *CURRENT SURVEY CONTROL
 EK0282  ___________________________________________________________________
 EK0282* NAD 83(1986)-  34 04 13.     (N)    094 11 26.     (W)     SCALED    
 EK0282* NAVD 88     -       111.106  (meters)     364.52   (feet)  ADJUSTED  
 EK0282  ___________________________________________________________________
 EK0282  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EK0282  DYNAMIC HT  -         110.993 (meters)     364.15  (feet)  COMP
 EK0282  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 EK0282
 EK0282  VERT ORDER  -  SECOND    CLASS 0
 EK0282
 EK0282.The horizontal coordinates were scaled from a topographic map and have
 EK0282.an estimated accuracy of +/- 6 seconds.
 EK0282
 EK0282.The orthometric height was determined by differential leveling
 EK0282.and adjusted by the National Geodetic Survey in June 1991..
 EK0282
 EK0282.The geoid height was determined by GEOID03.
 EK0282
 EK0282.The dynamic height is computed by dividing the NAVD 88
 EK0282.geopotential number by the normal gravity value computed on the
 EK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0282.degrees latitude (g = 980.6199 gals.).
 EK0282
 EK0282.The modeled gravity was interpolated from observed gravity values.
 EK0282
 EK0282;                    North         East    Units  Estimated Accuracy
 EK0282;SPC AR S     -   557,840.      197,830.      MT  (+/- 180 meters Scaled)
 EK0282
 EK0282                          SUPERSEDED SURVEY CONTROL
 EK0282
 EK0282  NGVD 29 (??/??/92)  111.087  (m)          364.46   (f) ADJ UNCH    2 0
 EK0282
 EK0282.Superseded values are not recommended for survey control.
 EK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0282.See file dsdata.txt to determine how the superseded data were derived.
 EK0282
 EK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT901705(NAD 83)
 EK0282_MARKER: DB = BENCH MARK DISK
 EK0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0282_STAMPING: E-88 1934
 EK0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0282+STABILITY: SURFACE MOTION
 EK0282
 EK0282  HISTORY     - Date     Condition        Report By
 EK0282  HISTORY     - 1934     MONUMENTED       CGS
 EK0282  HISTORY     - 1935     MARK NOT FOUND   NGS
 EK0282
 EK0282                          STATION DESCRIPTION
 EK0282
 EK0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0282'7.9 MI N FROM LOCKESBURG.
 EK0282'7.9 MILES NORTH OF, ALONG U.S. HW. 70, FROM DEPOT 6.2 MI NORTH
 EK0282'ALONG LOCKESBURG RD. 1.7 MI NORTHEAST ALONG U.S. HWY 70.  SET 1.8
 EK0282'MILE WEST OF JUNCTION OF LEEPER ROAD AND BENCHMARK Z-87, 1935,
 EK0282'ABOUT .1 MILE SOUTHWEST OF CURVE IN HIGHWAY, 250 FEET SOUTHWEST
 EK0282'OF GATE AT NORTH SIDE OF HIGHWAY, 300 FEET NORTHEAST OF JUNCTION
 EK0282'OF A DIM ROAD NORTH AT A CURVE, 33.5 FEET NORTHWEST OF HWY.
 EK0282'CENTERLINE, 29.5 FEET SOUTHWEST OF A BLAZED PINE TREE 1 FT. IN
 EK0282'DIAMETER, 4.5 FEET SOUTHEAST OF PROPERTY-LINE FENCE.  TABLET
 EK0282'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1447 ***********************************************************************
 EJ1447  DESIGNATION -  E 89
 EJ1447  PID         -  EJ1447
 EJ1447  STATE/COUNTY-  AR/PIKE
 EJ1447  USGS QUAD   -  NEWHOPE (1969)
 EJ1447
 EJ1447                         *CURRENT SURVEY CONTROL
 EJ1447  ___________________________________________________________________
 EJ1447* NAD 83(1986)-  34 14 47.     (N)    093 53 24.     (W)     SCALED    
 EJ1447* NAVD 88     -       212.046  (meters)     695.69   (feet)  ADJUSTED  
 EJ1447  ___________________________________________________________________
 EJ1447  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 EJ1447  DYNAMIC HT  -         211.829 (meters)     694.98  (feet)  COMP
 EJ1447  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 EJ1447
 EJ1447  VERT ORDER  -  SECOND    CLASS 0
 EJ1447
 EJ1447.The horizontal coordinates were scaled from a topographic map and have
 EJ1447.an estimated accuracy of +/- 6 seconds.
 EJ1447
 EJ1447.The orthometric height was determined by differential leveling
 EJ1447.and adjusted by the National Geodetic Survey in June 1991..
 EJ1447
 EJ1447.The geoid height was determined by GEOID03.
 EJ1447
 EJ1447.The dynamic height is computed by dividing the NAVD 88
 EJ1447.geopotential number by the normal gravity value computed on the
 EJ1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1447.degrees latitude (g = 980.6199 gals.).
 EJ1447
 EJ1447.The modeled gravity was interpolated from observed gravity values.
 EJ1447
 EJ1447;                    North         East    Units  Estimated Accuracy
 EJ1447;SPC AR S     -   576,820.      225,920.      MT  (+/- 180 meters Scaled)
 EJ1447
 EJ1447                          SUPERSEDED SURVEY CONTROL
 EJ1447
 EJ1447  NGVD 29 (??/??/92)  212.005  (m)          695.55   (f) ADJ UNCH    2 0
 EJ1447
 EJ1447.Superseded values are not recommended for survey control.
 EJ1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1447.See file dsdata.txt to determine how the superseded data were derived.
 EJ1447
 EJ1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT180898(NAD 83)
 EJ1447_MARKER: DB = BENCH MARK DISK
 EJ1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1447_STAMPING: E-89 1935
 EJ1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1447+STABILITY: SURFACE MOTION
 EJ1447
 EJ1447  HISTORY     - Date     Condition        Report By
 EJ1447  HISTORY     - 1935     MONUMENTED       CGS
 EJ1447  HISTORY     - 1962     GOOD             NGS
 EJ1447
 EJ1447                          STATION DESCRIPTION
 EJ1447
 EJ1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1447'1.4 MI N FROM NEW HOPE.
 EJ1447'1.4 MILES NORTH OF, ALONG LANGLEY ROAD, FROM J. M. BELLS RESIDENCE.
 EJ1447'ABOUT 180 FEET NORTHWEST OF THE SUGAR CREEK.  17.5 FEET SOUTHWEST OF
 EJ1447'THE ROAD CENTERLINE.  5.5 FEET NORTH OF A BLAZED OAK TREE 1.5 FT. IN
 EJ1447'DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EJ1447
 EJ1447                          STATION RECOVERY (1962)
 EJ1447
 EJ1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0965 ***********************************************************************
 FF0965  DESIGNATION -  E 9
 FF0965  PID         -  FF0965
 FF0965  STATE/COUNTY-  AR/JACKSON
 FF0965  USGS QUAD   -  JACKSONPORT (1981)
 FF0965
 FF0965                         *CURRENT SURVEY CONTROL
 FF0965  ___________________________________________________________________
 FF0965* NAD 83(1986)-  35 38 04.     (N)    091 15 45.     (W)     SCALED    
 FF0965* NAVD 88     -        70.724  (meters)     232.03   (feet)  ADJUSTED  
 FF0965  ___________________________________________________________________
 FF0965  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF0965  DYNAMIC HT  -          70.663 (meters)     231.83  (feet)  COMP
 FF0965  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 FF0965
 FF0965  VERT ORDER  -  FIRST     CLASS II
 FF0965
 FF0965.The horizontal coordinates were scaled from a topographic map and have
 FF0965.an estimated accuracy of +/- 6 seconds.
 FF0965
 FF0965.The orthometric height was determined by differential leveling
 FF0965.and adjusted by the National Geodetic Survey in June 1991..
 FF0965.WARNING-Repeat measurements at this control monument indicate possible
 FF0965.vertical movement.
 FF0965
 FF0965.The geoid height was determined by GEOID03.
 FF0965
 FF0965.The dynamic height is computed by dividing the NAVD 88
 FF0965.geopotential number by the normal gravity value computed on the
 FF0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0965.degrees latitude (g = 980.6199 gals.).
 FF0965
 FF0965.The modeled gravity was interpolated from observed gravity values.
 FF0965
 FF0965;                    North         East    Units  Estimated Accuracy
 FF0965;SPC AR N     -   144,600.      466,800.      MT  (+/- 180 meters Scaled)
 FF0965
 FF0965                          SUPERSEDED SURVEY CONTROL
 FF0965
 FF0965  NGVD 29 (??/??/??)   70.655  (m)          231.81   (f) ADJUSTED    1 2
 FF0965
 FF0965.Superseded values are not recommended for survey control.
 FF0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0965.See file dsdata.txt to determine how the superseded data were derived.
 FF0965
 FF0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV573447(NAD 83)
 FF0965_MARKER: DB = BENCH MARK DISK
 FF0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0965_STAMPING: 231.807 E 9 1931
 FF0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0965+STABILITY: SURFACE MOTION
 FF0965
 FF0965  HISTORY     - Date     Condition        Report By
 FF0965  HISTORY     - 1931     MONUMENTED       CGS
 FF0965  HISTORY     - 1962     MARK NOT FOUND   USGS
 FF0965
 FF0965                          STATION DESCRIPTION
 FF0965
 FF0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0965'AT DIAZ.
 FF0965'AT DIAZ, JACKSON COUNTY, AT THE FORMER SITE OF THE MISSOURI
 FF0965'PACIFIC RAILROAD STATION, 24 FEET WEST OF THE CENTER LINE OF THE
 FF0965'SOUTH-BOUND TRACK, 2 FEET SOUTH OF A RAILROAD TELEPHONE BOOTH,
 FF0965'AND 7 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED 231.807 E
 FF0965'9 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FF0965
 FF0965                          STATION RECOVERY (1962)
 FF0965
 FF0965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FF0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1450 ***********************************************************************
 DK1450  DESIGNATION -  E 90
 DK1450  PID         -  DK1450
 DK1450  STATE/COUNTY-  AR/LINCOLN
 DK1450  USGS QUAD   -  STAR CITY (1973)
 DK1450
 DK1450                         *CURRENT SURVEY CONTROL
 DK1450  ___________________________________________________________________
 DK1450* NAD 83(1986)-  33 57 19.     (N)    091 49 15.     (W)     SCALED    
 DK1450* NAVD 88     -        65.860  (meters)     216.08   (feet)  ADJUSTED  
 DK1450  ___________________________________________________________________
 DK1450  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DK1450  DYNAMIC HT  -          65.794 (meters)     215.86  (feet)  COMP
 DK1450  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DK1450
 DK1450  VERT ORDER  -  SECOND    CLASS 0
 DK1450
 DK1450.The horizontal coordinates were scaled from a topographic map and have
 DK1450.an estimated accuracy of +/- 6 seconds.
 DK1450
 DK1450.The orthometric height was determined by differential leveling
 DK1450.and adjusted by the National Geodetic Survey in June 1991..
 DK1450
 DK1450.The geoid height was determined by GEOID03.
 DK1450
 DK1450.The dynamic height is computed by dividing the NAVD 88
 DK1450.geopotential number by the normal gravity value computed on the
 DK1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1450.degrees latitude (g = 980.6199 gals.).
 DK1450
 DK1450.The modeled gravity was interpolated from observed gravity values.
 DK1450
 DK1450;                    North         East    Units  Estimated Accuracy
 DK1450;SPC AR S     -   542,940.      416,560.      MT  (+/- 180 meters Scaled)
 DK1450
 DK1450                          SUPERSEDED SURVEY CONTROL
 DK1450
 DK1450  NGVD 29 (??/??/??)   65.949  (m)          216.37   (f) ADJUSTED    2 0
 DK1450
 DK1450.Superseded values are not recommended for survey control.
 DK1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1450.See file dsdata.txt to determine how the superseded data were derived.
 DK1450
 DK1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT089578(NAD 83)
 DK1450_MARKER: DB = BENCH MARK DISK
 DK1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1450_STAMPING: E-90 1935
 DK1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1450+STABILITY: SURFACE MOTION
 DK1450
 DK1450  HISTORY     - Date     Condition        Report By
 DK1450  HISTORY     - 1935     MONUMENTED       CGS
 DK1450  HISTORY     - 1973     MARK NOT FOUND   USGS
 DK1450
 DK1450                          STATION DESCRIPTION
 DK1450
 DK1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1450'1.6 MI E FROM STAR CITY.
 DK1450'1.6 MILES EAST OF, ALONG ARKANSAS R.R. FROM STAR CITY DEPOT.  ABOUT
 DK1450'210 FEET NORTHEAST OF NORTHEAST CORNER OF A STEEL HIGHWAY BRIDGE. 120
 DK1450'FEET EAST OF EAST END OF A WOODEN RAILROAD BRIDGE.  138 FEET WEST OF
 DK1450'M.P.16.  41 FEET NORTH OF CENTER OF ST.HWY.11.  24 FEET SOUTH OF
 DK1450'CENTER OF RAILROAD TRACKS.  TABLET SET IN PRECAST CONCRETE POST.
 DK1450'NOTE-- THE OLD RR HAS BEEN REMOVED AND THE STATE HIGHWAY WIDENED.
 DK1450
 DK1450                          STATION RECOVERY (1973)
 DK1450
 DK1450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DK1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0035 ***********************************************************************
 DL0035  DESIGNATION -  E 91
 DL0035  PID         -  DL0035
 DL0035  STATE/COUNTY-  AR/CALHOUN
 DL0035  USGS QUAD   -  BANKS (1985)
 DL0035
 DL0035                         *CURRENT SURVEY CONTROL
 DL0035  ___________________________________________________________________
 DL0035* NAD 83(1986)-  33 32 52.     (N)    092 22 02.     (W)     SCALED    
 DL0035* NAVD 88     -        56.737  (meters)     186.14   (feet)  ADJUSTED  
 DL0035  ___________________________________________________________________
 DL0035  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0035  DYNAMIC HT  -          56.678 (meters)     185.95  (feet)  COMP
 DL0035  MODELED GRAV-     979,599.8   (mgal)                       NAVD 88
 DL0035
 DL0035  VERT ORDER  -  SECOND    CLASS 0
 DL0035
 DL0035.The horizontal coordinates were scaled from a topographic map and have
 DL0035.an estimated accuracy of +/- 6 seconds.
 DL0035
 DL0035.The orthometric height was determined by differential leveling
 DL0035.and adjusted by the National Geodetic Survey in June 1991..
 DL0035
 DL0035.The geoid height was determined by GEOID03.
 DL0035
 DL0035.The dynamic height is computed by dividing the NAVD 88
 DL0035.geopotential number by the normal gravity value computed on the
 DL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0035.degrees latitude (g = 980.6199 gals.).
 DL0035
 DL0035.The modeled gravity was interpolated from observed gravity values.
 DL0035
 DL0035;                    North         East    Units  Estimated Accuracy
 DL0035;SPC AR S     -   497,790.      365,900.      MT  (+/- 180 meters Scaled)
 DL0035
 DL0035                          SUPERSEDED SURVEY CONTROL
 DL0035
 DL0035  NGVD 29 (??/??/92)   56.792  (m)          186.33   (f) ADJ UNCH    2 0
 DL0035
 DL0035.Superseded values are not recommended for survey control.
 DL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0035.See file dsdata.txt to determine how the superseded data were derived.
 DL0035
 DL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT587121(NAD 83)
 DL0035_MARKER: DB = BENCH MARK DISK
 DL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0035_STAMPING: E-91 1935
 DL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0035+STABILITY: SURFACE MOTION
 DL0035
 DL0035  HISTORY     - Date     Condition        Report By
 DL0035  HISTORY     - 1935     MONUMENTED       CGS
 DL0035  HISTORY     - 1964     GOOD             NGS
 DL0035
 DL0035                          STATION DESCRIPTION
 DL0035
 DL0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0035'3.2 MI N FROM HARRELL.
 DL0035'3.2 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  POST SET AT
 DL0035'GRAVEL PIT SPUR.  ABOUT 111 FEET WEST OF GRAVEL PIT SPUR MARKER. ABOUT
 DL0035'111.5 FT. WEST OF WEST CORNER OF CHICAGO, ROCK ISLAND AND PACIFIC
 DL0035'WAITING SHED.  35.8 FEET NORTHWEST OF CENTERLINE OF CHICAGO, R.I. AND
 DL0035'PAC. R.R.  5.7 FEET SOUTH OF TELEPHONE POLE 70-8.  TABLET SET IN
 DL0035'PRECAST CONCRETE POST.  NOTE-- MARK IS 0.5 MI N OF THE SIDING AT CRAM,
 DL0035'ABOUT 0.35 MI S OF RD CROSSING, AND 4 FT SOUTH OF MILEPOST 70+8.
 DL0035
 DL0035                          STATION RECOVERY (1964)
 DL0035
 DL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0162 ***********************************************************************
 DL0162  DESIGNATION -  E 92
 DL0162  PID         -  DL0162
 DL0162  STATE/COUNTY-  AR/BRADLEY
 DL0162  USGS QUAD   -  MARSDEN (1985)
 DL0162
 DL0162                         *CURRENT SURVEY CONTROL
 DL0162  ___________________________________________________________________
 DL0162* NAD 83(1986)-  33 21 35.     (N)    092 07 55.     (W)     SCALED    
 DL0162* NAVD 88     -        43.930  (meters)     144.13   (feet)  ADJUSTED  
 DL0162  ___________________________________________________________________
 DL0162  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL0162  DYNAMIC HT  -          43.883 (meters)     143.97  (feet)  COMP
 DL0162  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 DL0162
 DL0162  VERT ORDER  -  SECOND    CLASS 0
 DL0162
 DL0162.The horizontal coordinates were scaled from a topographic map and have
 DL0162.an estimated accuracy of +/- 6 seconds.
 DL0162
 DL0162.The orthometric height was determined by differential leveling
 DL0162.and adjusted by the National Geodetic Survey in June 1991..
 DL0162
 DL0162.The geoid height was determined by GEOID03.
 DL0162
 DL0162.The dynamic height is computed by dividing the NAVD 88
 DL0162.geopotential number by the normal gravity value computed on the
 DL0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0162.degrees latitude (g = 980.6199 gals.).
 DL0162
 DL0162.The modeled gravity was interpolated from observed gravity values.
 DL0162
 DL0162;                    North         East    Units  Estimated Accuracy
 DL0162;SPC AR S     -   476,880.      387,720.      MT  (+/- 180 meters Scaled)
 DL0162
 DL0162                          SUPERSEDED SURVEY CONTROL
 DL0162
 DL0162  NGVD 29 (??/??/92)   44.004  (m)          144.37   (f) ADJ UNCH    2 0
 DL0162
 DL0162.Superseded values are not recommended for survey control.
 DL0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0162.See file dsdata.txt to determine how the superseded data were derived.
 DL0162
 DL0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS807915(NAD 83)
 DL0162_MARKER: DB = BENCH MARK DISK
 DL0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0162_STAMPING: E 92 1935
 DL0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0162+STABILITY: SURFACE MOTION
 DL0162
 DL0162  HISTORY     - Date     Condition        Report By
 DL0162  HISTORY     - 1935     MONUMENTED       CGS
 DL0162  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0162
 DL0162                          STATION DESCRIPTION
 DL0162
 DL0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0162'2.0 MI SE FROM INGALLS.
 DL0162'2.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0162'RAILROAD FROM THE STATION AT INGALLS, BRADLEY COUNTY, AT MILEPOST 23.3
 DL0162'59.4 FEET NORTHWEST OF POLE 23+2, 53.8 FEET SOUTH OF THE CENTER OF THE
 DL0162'INTERSECTION OF A PRIVATE ROAD, 51 FEET SOUTHWEST OF THE CENTERLINE OF
 DL0162'THE TRACK, 8.1 FEET NORTHEAST OF A 12-INCH OAK TREE, AND 1.4 FEET
 DL0162'NORTHEAST OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED
 DL0162'E 92 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DL0162
 DL0162                          STATION RECOVERY (1964)
 DL0162
 DL0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1397 ***********************************************************************
 FG1397  DESIGNATION -  E 93
 FG1397  PID         -  FG1397
 FG1397  STATE/COUNTY-  AR/FRANKLIN
 FG1397  USGS QUAD   -  ST PAUL (1973)
 FG1397
 FG1397                         *CURRENT SURVEY CONTROL
 FG1397  ___________________________________________________________________
 FG1397* NAD 83(1986)-  35 45 08.     (N)    093 48 18.     (W)     SCALED    
 FG1397* NAVD 88     -       579.611  (meters)    1901.61   (feet)  ADJUSTED  
 FG1397  ___________________________________________________________________
 FG1397  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG1397  DYNAMIC HT  -         579.054 (meters)    1899.78  (feet)  COMP
 FG1397  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 FG1397
 FG1397  VERT ORDER  -  SECOND    CLASS 0
 FG1397
 FG1397.The horizontal coordinates were scaled from a topographic map and have
 FG1397.an estimated accuracy of +/- 6 seconds.
 FG1397
 FG1397.The orthometric height was determined by differential leveling
 FG1397.and adjusted by the National Geodetic Survey in June 1991..
 FG1397
 FG1397.The geoid height was determined by GEOID03.
 FG1397
 FG1397.The dynamic height is computed by dividing the NAVD 88
 FG1397.geopotential number by the normal gravity value computed on the
 FG1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1397.degrees latitude (g = 980.6199 gals.).
 FG1397
 FG1397.The modeled gravity was interpolated from observed gravity values.
 FG1397
 FG1397;                    North         East    Units  Estimated Accuracy
 FG1397;SPC AR N     -   158,910.      236,770.      MT  (+/- 180 meters Scaled)
 FG1397
 FG1397                          SUPERSEDED SURVEY CONTROL
 FG1397
 FG1397  NGVD 29 (??/??/92)  579.492  (m)         1901.22   (f) ADJ UNCH    2 0
 FG1397
 FG1397.Superseded values are not recommended for survey control.
 FG1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1397.See file dsdata.txt to determine how the superseded data were derived.
 FG1397
 FG1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV272567(NAD 83)
 FG1397_MARKER: DB = BENCH MARK DISK
 FG1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1397_STAMPING: E 93 1935
 FG1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1397+STABILITY: SURFACE MOTION
 FG1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1397+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 FG1397
 FG1397  HISTORY     - Date     Condition        Report By
 FG1397  HISTORY     - 1935     MONUMENTED       CGS
 FG1397  HISTORY     - 1959     GOOD             NGS
 FG1397  HISTORY     - 20050117 GOOD             GEOCAC
 FG1397
 FG1397                          STATION DESCRIPTION
 FG1397
 FG1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1397'6.6 MI S FROM ST PAUL.
 FG1397'6.6 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE ST. LOUIS-SAN
 FG1397'FRANCISCO RAILWAY STATION AT ST. PAUL, MADISON COUNTY, AT FAIRVIEW
 FG1397'SCHOOL, 115 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE,
 FG1397'58 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 FG1397'NORTH TO FLY GAP TOWER, 33 FEET EAST OF THE CENTERLINE OF THE FLY GAP
 FG1397'TOWER ROAD, AND 60 FEET NORTHEAST OF A GALVANIZED CULVERT UNDER THE
 FG1397'HIGHWAY.  A STANDARD DISK, STAMPED E 93 1935 AND SET IN THE TOP OF A
 FG1397'CONCRETE POST.  NOTE-- THE FAIRVIEW SCHOOL IS GONE.  THE MARK IS ABOUT
 FG1397'12 FEET WEST OF THE BASE OF A CROOKED 2-FOOT OAK TREE THAT IS JUST
 FG1397'NORTH OF THE ROAD THAT LED TO THE SCHOOL.
 FG1397
 FG1397                          STATION RECOVERY (2005)
 FG1397
 FG1397'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1397'THE TWISTED OAK TREE DESCRIBED IN TEXT IS NOW APPROXIMATELY 20 INCHES
 FG1397'IN DIAMETER.  WITNESS POST IS BATTERED, BUT READABLE.  EASY TO SPOT
 FG1397'FROM HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1406 ***********************************************************************
 FG1406  DESIGNATION -  E 94
 FG1406  PID         -  FG1406
 FG1406  STATE/COUNTY-  AR/JOHNSON
 FG1406  USGS QUAD   -  HUNT (1963)
 FG1406
 FG1406                         *CURRENT SURVEY CONTROL
 FG1406  ___________________________________________________________________
 FG1406* NAD 83(1986)-  35 31 11.     (N)    093 40 19.     (W)     SCALED    
 FG1406* NAVD 88     -       164.452  (meters)     539.54   (feet)  ADJUSTED  
 FG1406  ___________________________________________________________________
 FG1406  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FG1406  DYNAMIC HT  -         164.299 (meters)     539.04  (feet)  COMP
 FG1406  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 FG1406
 FG1406  VERT ORDER  -  SECOND    CLASS 0
 FG1406
 FG1406.The horizontal coordinates were scaled from a topographic map and have
 FG1406.an estimated accuracy of +/- 6 seconds.
 FG1406
 FG1406.The orthometric height was determined by differential leveling
 FG1406.and adjusted by the National Geodetic Survey in June 1991..
 FG1406
 FG1406.The geoid height was determined by GEOID03.
 FG1406
 FG1406.The dynamic height is computed by dividing the NAVD 88
 FG1406.geopotential number by the normal gravity value computed on the
 FG1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1406.degrees latitude (g = 980.6199 gals.).
 FG1406
 FG1406.The modeled gravity was interpolated from observed gravity values.
 FG1406
 FG1406;                    North         East    Units  Estimated Accuracy
 FG1406;SPC AR N     -   132,910.      248,360.      MT  (+/- 180 meters Scaled)
 FG1406
 FG1406                          SUPERSEDED SURVEY CONTROL
 FG1406
 FG1406  NGVD 29 (??/??/92)  164.405  (m)          539.39   (f) ADJ UNCH    2 0
 FG1406
 FG1406.Superseded values are not recommended for survey control.
 FG1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1406.See file dsdata.txt to determine how the superseded data were derived.
 FG1406
 FG1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV390308(NAD 83)
 FG1406_MARKER: DB = BENCH MARK DISK
 FG1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1406_STAMPING: E 94 1935
 FG1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1406+STABILITY: SURFACE MOTION
 FG1406
 FG1406  HISTORY     - Date     Condition        Report By
 FG1406  HISTORY     - 1935     MONUMENTED       CGS
 FG1406  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1406
 FG1406                          STATION DESCRIPTION
 FG1406
 FG1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1406'1.5 MI W FROM HUNT.
 FG1406'1.5 MILES WEST ALONG WIRE ROAD FROM THE WALTER TEMPLE HOME AT HUNT,
 FG1406'JOHNSON COUNTY, 150 FEET WEST OF A BRANCH OF HORSEHEAD CREEK, 110 FEET
 FG1406'SOUTH OF THE DICKERSON FARMHOUSE ON THE WILL HILL FARM, 48 FEET NORTH
 FG1406'OF THE CENTERLINE OF THE ROAD, 31 FEET NORTH OF A FENCE, AND 8 FEET
 FG1406'NORTH OF A 30-INCH SWEET GUM TREE.  A STANDARD DISK, STAMPED E 94 1935
 FG1406'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1485 ***********************************************************************
 FG1485  DESIGNATION -  E 95
 FG1485  PID         -  FG1485
 FG1485  STATE/COUNTY-  AR/JOHNSON
 FG1485  USGS QUAD   -  OARK (1973)
 FG1485
 FG1485                         *CURRENT SURVEY CONTROL
 FG1485  ___________________________________________________________________
 FG1485* NAD 83(1986)-  35 39 24.     (N)    093 37 05.     (W)     SCALED    
 FG1485* NAVD 88     -       491.320  (meters)    1611.94   (feet)  ADJUSTED  
 FG1485  ___________________________________________________________________
 FG1485  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FG1485  DYNAMIC HT  -         490.854 (meters)    1610.41  (feet)  COMP
 FG1485  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 FG1485
 FG1485  VERT ORDER  -  SECOND    CLASS 0
 FG1485
 FG1485.The horizontal coordinates were scaled from a topographic map and have
 FG1485.an estimated accuracy of +/- 6 seconds.
 FG1485
 FG1485.The orthometric height was determined by differential leveling
 FG1485.and adjusted by the National Geodetic Survey in June 1991..
 FG1485
 FG1485.The geoid height was determined by GEOID03.
 FG1485
 FG1485.The dynamic height is computed by dividing the NAVD 88
 FG1485.geopotential number by the normal gravity value computed on the
 FG1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1485.degrees latitude (g = 980.6199 gals.).
 FG1485
 FG1485.The modeled gravity was interpolated from observed gravity values.
 FG1485
 FG1485;                    North         East    Units  Estimated Accuracy
 FG1485;SPC AR N     -   148,020.      253,500.      MT  (+/- 180 meters Scaled)
 FG1485
 FG1485                          SUPERSEDED SURVEY CONTROL
 FG1485
 FG1485  NGVD 29 (??/??/92)  491.259  (m)         1611.74   (f) ADJ UNCH    2 0
 FG1485
 FG1485.Superseded values are not recommended for survey control.
 FG1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1485.See file dsdata.txt to determine how the superseded data were derived.
 FG1485
 FG1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV440460(NAD 83)
 FG1485_MARKER: DB = BENCH MARK DISK
 FG1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1485_STAMPING: E 95 1935
 FG1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1485+STABILITY: SURFACE MOTION
 FG1485
 FG1485  HISTORY     - Date     Condition        Report By
 FG1485  HISTORY     - 1935     MONUMENTED       CGS
 FG1485
 FG1485                          STATION DESCRIPTION
 FG1485
 FG1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1485'2.5 MI SE FROM YALE.
 FG1485'2.5 MILES SOUTHEAST ALONG THE YALE-BATSON ROAD FROM THE SCHOOL AT
 FG1485'YALE, JOHNSON COUNTY, AT THE TOP OF A LONG STEEP HILL, 15 FEET EAST OF
 FG1485'THE CENTERLINE OF THE ROAD, 19 FEET SOUTH OF A 20-INCH OAK STUMP, AND
 FG1485'5 FEET EAST OF AN 18-INCH DEAD OAK TREE.  A STANDARD DISK, STAMPED E
 FG1485'95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0372 ***********************************************************************
 EJ0372  DESIGNATION -  E 96
 EJ0372  PID         -  EJ0372
 EJ0372  STATE/COUNTY-  AR/SALINE
 EJ0372  USGS QUAD   -  BRYANT (1987)
 EJ0372
 EJ0372                         *CURRENT SURVEY CONTROL
 EJ0372  ___________________________________________________________________
 EJ0372* NAD 83(1986)-  34 33 04.     (N)    092 27 29.     (W)     SCALED    
 EJ0372* NAVD 88     -        97.152  (meters)     318.74   (feet)  ADJUSTED  
 EJ0372  ___________________________________________________________________
 EJ0372  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EJ0372  DYNAMIC HT  -          97.059 (meters)     318.43  (feet)  COMP
 EJ0372  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 EJ0372
 EJ0372  VERT ORDER  -  SECOND    CLASS 0
 EJ0372
 EJ0372.The horizontal coordinates were scaled from a topographic map and have
 EJ0372.an estimated accuracy of +/- 6 seconds.
 EJ0372
 EJ0372.The orthometric height was determined by differential leveling
 EJ0372.and adjusted by the National Geodetic Survey in June 1991..
 EJ0372
 EJ0372.The geoid height was determined by GEOID03.
 EJ0372
 EJ0372.The dynamic height is computed by dividing the NAVD 88
 EJ0372.geopotential number by the normal gravity value computed on the
 EJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0372.degrees latitude (g = 980.6199 gals.).
 EJ0372
 EJ0372.The modeled gravity was interpolated from observed gravity values.
 EJ0372
 EJ0372;                    North         East    Units  Estimated Accuracy
 EJ0372;SPC AR S     -   609,110.      357,960.      MT  (+/- 180 meters Scaled)
 EJ0372
 EJ0372                          SUPERSEDED SURVEY CONTROL
 EJ0372
 EJ0372  NGVD 29 (??/??/92)   97.197  (m)          318.89   (f) ADJ UNCH    2 0
 EJ0372
 EJ0372.Superseded values are not recommended for survey control.
 EJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0372.See file dsdata.txt to determine how the superseded data were derived.
 EJ0372
 EJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU497233(NAD 83)
 EJ0372_MARKER: DB = BENCH MARK DISK
 EJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0372_STAMPING: E 96 1935
 EJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0372+STABILITY: SURFACE MOTION
 EJ0372
 EJ0372  HISTORY     - Date     Condition        Report By
 EJ0372  HISTORY     - 1935     MONUMENTED       CGS
 EJ0372  HISTORY     - 1941     GOOD             NGS
 EJ0372  HISTORY     - 19841203 MARK NOT FOUND   USGS
 EJ0372  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0372  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0372
 EJ0372                          STATION DESCRIPTION
 EJ0372
 EJ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EJ0372'6.1 MI S FROM ALEXANDER.
 EJ0372'IN SALINE COUNTY, 6.1 MILES SOUTH ALONG THE BELFAST ROAD FROM THE
 EJ0372'MISSOURI PACIFIC RAILROAD STATION AT ALEXANDER, PULASKI COUNTY, 3
 EJ0372'MILES EAST OF BAUXITE, 0.8 MILE SOUTH OF THE CROSSING OF THE CHICAGO,
 EJ0372'ROCK ISLAND AND PACIFIC RAILROAD, 0.6 MILE WEST OF A STEEL BRIDGE OVER
 EJ0372'HURRICANE CREEK, 600 FEET NORTHWEST OF THE J. W. NORTHERN FARMHOUSE IN
 EJ0372'1935, AT A ROAD INTERSECTION, 45 FEET WEST OF THE CENTERLINE OF THE
 EJ0372'BELFAST ROAD, 33 FEET NORTH OF THE CENTERLINE OF THE BENTON ROAD, AND
 EJ0372'30.3 FEET NORTHWEST OF THE NORTH END OF A WOODEN BRIDGE ON THE BENTON
 EJ0372'ROAD.  A STANDARD DISK, STAMPED E 96 1935 AND SET IN THE TOP OF A
 EJ0372'CONCRETE POST.
 EJ0372
 EJ0372                          STATION RECOVERY (1984)
 EJ0372
 EJ0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (DNB)
 EJ0372'MARK NOT FOUND.
 EJ0372
 EJ0372                          STATION RECOVERY (1989)
 EJ0372
 EJ0372'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0372'MARK NOT FOUND.
 EJ0372
 EJ0372                          STATION RECOVERY (1998)
 EJ0372
 EJ0372'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0523 ***********************************************************************
 EJ0523  DESIGNATION -  E 97
 EJ0523  PID         -  EJ0523
 EJ0523  STATE/COUNTY-  AR/PULASKI
 EJ0523  USGS QUAD   -  REDFIELD (1984)
 EJ0523
 EJ0523                         *CURRENT SURVEY CONTROL
 EJ0523  ___________________________________________________________________
 EJ0523* NAD 83(1986)-  34 29 56.     (N)    092 12 12.     (W)     SCALED    
 EJ0523* NAVD 88     -        76.907  (meters)     252.32   (feet)  ADJUSTED  
 EJ0523  ___________________________________________________________________
 EJ0523  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EJ0523  DYNAMIC HT  -          76.834 (meters)     252.08  (feet)  COMP
 EJ0523  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 EJ0523
 EJ0523  VERT ORDER  -  FIRST     CLASS II
 EJ0523
 EJ0523.The horizontal coordinates were scaled from a topographic map and have
 EJ0523.an estimated accuracy of +/- 6 seconds.
 EJ0523
 EJ0523.The orthometric height was determined by differential leveling
 EJ0523.and adjusted by the National Geodetic Survey in June 1991..
 EJ0523.WARNING-Repeat measurements at this control monument indicate possible
 EJ0523.vertical movement.
 EJ0523
 EJ0523.The geoid height was determined by GEOID03.
 EJ0523
 EJ0523.The dynamic height is computed by dividing the NAVD 88
 EJ0523.geopotential number by the normal gravity value computed on the
 EJ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0523.degrees latitude (g = 980.6199 gals.).
 EJ0523
 EJ0523.The modeled gravity was interpolated from observed gravity values.
 EJ0523
 EJ0523;                    North         East    Units  Estimated Accuracy
 EJ0523;SPC AR S     -   603,240.      381,330.      MT  (+/- 180 meters Scaled)
 EJ0523
 EJ0523                          SUPERSEDED SURVEY CONTROL
 EJ0523
 EJ0523  NGVD 29 (??/??/92)   76.972  (m)          252.53   (f) ADJ UNCH    1 2
 EJ0523
 EJ0523.Superseded values are not recommended for survey control.
 EJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0523.See file dsdata.txt to determine how the superseded data were derived.
 EJ0523
 EJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU731177(NAD 83)
 EJ0523_MARKER: DB = BENCH MARK DISK
 EJ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0523_STAMPING: E 97 1935
 EJ0523_MARK LOGO: CGS   
 EJ0523_PROJECTION: PROJECTING 12 CENTIMETERS
 EJ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0523+STABILITY: SURFACE MOTION
 EJ0523
 EJ0523  HISTORY     - Date     Condition        Report By
 EJ0523  HISTORY     - 1935     MONUMENTED       CGS
 EJ0523  HISTORY     - 1937     GOOD             ARGS
 EJ0523  HISTORY     - 1984     GOOD             NGS
 EJ0523  HISTORY     - 1988     POOR             USPSQD
 EJ0523  HISTORY     - 1989     POOR             USPSQD
 EJ0523  HISTORY     - 1990     POOR             USPSQD
 EJ0523
 EJ0523                          STATION DESCRIPTION
 EJ0523
 EJ0523'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0523'IN FARRELL.
 EJ0523'AT FARRELL, PULASKI COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 3.7 FEET
 EJ0523'WEST OF POLE 364+34, 81 FEET NORTHEAST OF THE CENTER OF A DIRT-ROAD
 EJ0523'CROSSING, 31.5 FEET EAST OF THE EAST RAIL, AND 2.3 FEET WEST OF THE
 EJ0523'NORTHWEST CORNER OF A SMALL SECTION HOUSE.  A STANDARD DISK, STAMPED E
 EJ0523'97 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0523
 EJ0523                          STATION RECOVERY (1984)
 EJ0523
 EJ0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0523'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM
 EJ0523'(2.2 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ0523'WOODSON, THENCE 0.5 KM (0.3 MI) ALONG A BLACK TOP ROAD (OAK ROAD) TO
 EJ0523'THE CROSSING OF THE MISSOURI PACIFIC RAILROAD, 24.68 METERS (81.0 FT)
 EJ0523'NORTHEAST OF THE CENTER OF THE ROAD CROSSING, 9.60 METERS (31.5 FT)
 EJ0523'EAST OF THE EAST RAIL, 6.09 METERS (20.0 FT) WEST OF THE CENTER OF A
 EJ0523'TRACK ROAD LEADING NORTH, AND 1.34 METERS (4.4 FT) WEST OF A POWER
 EJ0523'LINE POLE.
 EJ0523'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EJ0523'THE MARK IS 0.6 M BELOW TRACKS.
 EJ0523
 EJ0523                          STATION RECOVERY (1988)
 EJ0523
 EJ0523'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0523'MARK RECOVERED IN POOR CONDITION.
 EJ0523
 EJ0523                          STATION RECOVERY (1989)
 EJ0523
 EJ0523'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0523'MARK RECOVERED IN POOR CONDITION.
 EJ0523
 EJ0523                          STATION RECOVERY (1990)
 EJ0523
 EJ0523'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0523'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0904 ***********************************************************************
 EJ0904  DESIGNATION -  E 99
 EJ0904  PID         -  EJ0904
 EJ0904  STATE/COUNTY-  AR/SALINE
 EJ0904  USGS QUAD   -  CONGO (1984)
 EJ0904
 EJ0904                         *CURRENT SURVEY CONTROL
 EJ0904  ___________________________________________________________________
 EJ0904* NAD 83(1986)-  34 40 06.     (N)    092 31 38.     (W)     SCALED    
 EJ0904* NAVD 88     -       160.869  (meters)     527.78   (feet)  ADJUSTED  
 EJ0904  ___________________________________________________________________
 EJ0904  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EJ0904  DYNAMIC HT  -         160.717 (meters)     527.29  (feet)  COMP
 EJ0904  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 EJ0904
 EJ0904  VERT ORDER  -  SECOND    CLASS 0
 EJ0904
 EJ0904.The horizontal coordinates were scaled from a topographic map and have
 EJ0904.an estimated accuracy of +/- 6 seconds.
 EJ0904
 EJ0904.The orthometric height was determined by differential leveling
 EJ0904.and adjusted by the National Geodetic Survey in June 1991..
 EJ0904
 EJ0904.The geoid height was determined by GEOID03.
 EJ0904
 EJ0904.The dynamic height is computed by dividing the NAVD 88
 EJ0904.geopotential number by the normal gravity value computed on the
 EJ0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0904.degrees latitude (g = 980.6199 gals.).
 EJ0904
 EJ0904.The modeled gravity was interpolated from observed gravity values.
 EJ0904
 EJ0904;                    North         East    Units  Estimated Accuracy
 EJ0904;SPC AR S     -   622,140.      351,680.      MT  (+/- 180 meters Scaled)
 EJ0904
 EJ0904                          SUPERSEDED SURVEY CONTROL
 EJ0904
 EJ0904  NGVD 29 (??/??/92)  160.903  (m)          527.90   (f) ADJ UNCH    2 0
 EJ0904
 EJ0904.Superseded values are not recommended for survey control.
 EJ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0904.See file dsdata.txt to determine how the superseded data were derived.
 EJ0904
 EJ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU433363(NAD 83)
 EJ0904_MARKER: DB = BENCH MARK DISK
 EJ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0904_STAMPING: E 99 1935
 EJ0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0904+STABILITY: SURFACE MOTION
 EJ0904
 EJ0904  HISTORY     - Date     Condition        Report By
 EJ0904  HISTORY     - 1935     MONUMENTED       CGS
 EJ0904
 EJ0904                          STATION DESCRIPTION
 EJ0904
 EJ0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0904'5.1 MI NW FROM COLLEGEVILLE.
 EJ0904'5.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE SOUTHEAST CORNER OF
 EJ0904'PINECREST MEMORIAL PARK AT COLLEGEVILLE, SALINE COUNTY, 0.2 MILE NORTH
 EJ0904'OF THE W. A. HESTER FARMHOUSE, AT THE INTERSECTION OF A WAGON ROAD
 EJ0904'LEADING 3/4 MILE EAST TO THE SPRING HILL BAPTIST CHURCH, 140 FEET
 EJ0904'SOUTH OF THE G. W. HESTER FARMHOUSE, 39.4 FEET WEST OF THE NORTHWEST
 EJ0904'CORNER OF A W.A. HESTER FIELD, 15.8 FEET WEST OF THE CENTERLINE OF THE
 EJ0904'GRAVEL ROAD, AND 2.7 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 EJ0904'PICKET FENCE AROUND A GARDEN.  A STANDARD DISK, STAMPED E 99 1935 AND
 EJ0904'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0859 ***********************************************************************
 EK0859  DESIGNATION -  EAGLE
 EK0859  PID         -  EK0859
 EK0859  STATE/COUNTY-  AR/POLK
 EK0859  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0859
 EK0859                         *CURRENT SURVEY CONTROL
 EK0859  ___________________________________________________________________
 EK0859* NAD 83(1997)-  34 27 21.48000(N)    094 08 55.58549(W)     ADJUSTED  
 EK0859* NAVD 88     -       602.     (meters)    1975.     (feet)  SCALED    
 EK0859  ___________________________________________________________________
 EK0859  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 EK0859  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 EK0859
 EK0859  HORZ ORDER  -  FIRST
 EK0859
 EK0859.The horizontal coordinates were established by classical geodetic methods
 EK0859.and adjusted by the National Geodetic Survey in September 1999..
 EK0859
 EK0859.The orthometric height was scaled from a topographic map.
 EK0859
 EK0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0859
 EK0859.The geoid height was determined by GEOID03.
 EK0859
 EK0859;                    North         East     Units Scale Factor Converg.
 EK0859;SPC AR S     -   600,529.915   202,578.224   MT  0.99994546   -1 12 09.5
 EK0859;SPC AR S     - 1,970,238.56    664,625.39   sFT  0.99994546   -1 12 09.5
 EK0859;UTM  15      - 3,813,313.074   394,480.857   MT  0.99973724   -0 39 00.0
 EK0859
 EK0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0859!SPC AR S     -   0.99991008  x   0.99994546  =   0.99985554
 EK0859!UTM  15      -   0.99991008  x   0.99973724  =   0.99964734
 EK0859
 EK0859|---------------------------------------------------------------------|
 EK0859| PID    Reference Object                     Distance      Geod. Az  |
 EK0859|                                                           dddmmss.s |
 EK0859| CX5757 EAGLE RM 1                            1.230 METERS 13211     |
 EK0859| EK0870 HOPE RESET                          APPROX.32.4 KM 1804156.3 |
 EK0859| EK0884 BEE MTN LOOKOUT TOWER               APPROX.10.8 KM 2904739.7 |
 EK0859| CX5758 EAGLE RM 2                           12.670 METERS 29914     |
 EK0859|---------------------------------------------------------------------|
 EK0859
 EK0859                          SUPERSEDED SURVEY CONTROL
 EK0859
 EK0859  NAD 83(1997)-  34 27 21.48364(N)    094 08 55.58399(W) AD(       ) 1
 EK0859  NAD 83(1986)-  34 27 21.48663(N)    094 08 55.57883(W) AD(       ) 1
 EK0859  NAD 27      -  34 27 21.09200(N)    094 08 54.83900(W) AD(       ) 1
 EK0859
 EK0859.Superseded values are not recommended for survey control.
 EK0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0859.See file dsdata.txt to determine how the superseded data were derived.
 EK0859
 EK0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9448113313(NAD 83)
 EK0859_MARKER: DD = SURVEY DISK
 EK0859_SETTING: 0 = UNSPECIFIED SETTING
 EK0859
 EK0859  HISTORY     - Date     Condition        Report By
 EK0859  HISTORY     - 1930     MONUMENTED       CGS
 EK0859
 EK0859                          STATION DESCRIPTION
 EK0859
 EK0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 EK0859'ABOUT 16 MILES BY ROAD SOUTHEAST OF MENA, 1-1/2 MILES SOUTHWEST
 EK0859'OF SHADY FOREST RANGER STATION, 1/4 MILE WEST-BY-NORTH OF
 EK0859'EAGLE MOUNTAIN FOREST SERVICE LOOKOUT TOWER, ON CONTINUATION
 EK0859'OF SAME RIDGE OCCUPIED BY LOOKOUT TOWER, AND ABOUT 50 METERS
 EK0859'(164 FEET) SOUTHEAST OF SADDLE IN RIDGE.  TO REACH FROM MENA
 EK0859'GO BY TRUCK TO RANGER STATION, THEN BY TRAIL TO LOOKOUT TOWER,
 EK0859'AND TO STATION BY FAINT TRAIL ALONG TOP OF RIDGE.  STATION
 EK0859'MARK IS STANDARD STATION DISK IN ROCK LEDGE ALONG SOUTH SIDE
 EK0859'OF RIDGE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 EK0859'IN ROCK LEDGE.  NO. 1 IS 1.23 METERS (4.0 FEET) FROM STATION,
 EK0859'S 47 DEG 49 MIN E.  NO. 2 IS 12.67 METERS (41.6
 EK0859'FEET) FROM STATION, N 60 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0861 ***********************************************************************
 EK0861  DESIGNATION -  EAGLE MTN LOOKOUT TOWER
 EK0861  PID         -  EK0861
 EK0861  STATE/COUNTY-  AR/POLK
 EK0861  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0861
 EK0861                         *CURRENT SURVEY CONTROL
 EK0861  ___________________________________________________________________
 EK0861* NAD 83(1997)-  34 27 15.69807(N)    094 08 34.51329(W)     ADJUSTED  
 EK0861* NAVD 88     -                                                        
 EK0861  ___________________________________________________________________
 EK0861  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 EK0861  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EK0861
 EK0861  HORZ ORDER  -  THIRD
 EK0861
 EK0861.The horizontal coordinates were established by classical geodetic methods
 EK0861.and adjusted by the National Geodetic Survey in September 1999..
 EK0861
 EK0861
 EK0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0861
 EK0861.The geoid height was determined by GEOID03.
 EK0861
 EK0861;                    North         East     Units Scale Factor Converg.
 EK0861;SPC AR S     -   600,340.526   203,112.205   MT  0.99994525   -1 11 57.7
 EK0861;SPC AR S     - 1,969,617.21    666,377.29   sFT  0.99994525   -1 11 57.7
 EK0861;UTM  15      - 3,813,128.883   395,016.529   MT  0.99973585   -0 38 48.0
 EK0861
 EK0861                          SUPERSEDED SURVEY CONTROL
 EK0861
 EK0861  NAD 83(1997)-  34 27 15.70302(N)    094 08 34.51145(W) AD(       ) 4
 EK0861  NAD 83(1986)-  34 27 15.70609(N)    094 08 34.50696(W) AD(       ) 4
 EK0861  NAD 27      -  34 27 15.31300(N)    094 08 33.76500(W) AD(       ) 3
 EK0861
 EK0861.Superseded values are not recommended for survey control.
 EK0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0861.See file dsdata.txt to determine how the superseded data were derived.
 EK0861
 EK0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9501713129(NAD 83)
 EK0861_MARKER: 57 = LOOKOUT TOWER
 EK0861
 EK0861  HISTORY     - Date     Condition        Report By
 EK0861  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0861
 EK0861                          STATION DESCRIPTION
 EK0861
 EK0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0861'THE STATION IS LOCATED ABOUT 13 MILES SOUTH SOUTHEAST OF MENA
 EK0861'ON THE HIGHEST POINT OF EAGLE MOUNTAIN.  IT IS A FOUR LEGGED
 EK0861'WOODEN STRUCTURE WITH A LOOKOUT CAGE ON TOP.  IT IS ABOUT 75
 EK0861'FEET HIGH AND THE POINT INTERSECTED WAS THE CENTER OF THE TOP
 EK0861'OF THE LOOKOUT CAGE.
 EK0861'
 EK0861'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 EK0861'STATE HIGHWAY 8 IN MENA, GO EASTERLY ON THE STATE HIGHWAY
 EK0861'FOR 1.7 MILES TO A SIDE ROAD RIGHT AND AN OLD SIGN OLD DALLAS.
 EK0861'TURN RIGHT AND GO SOUTH FOR 5.15 MILES TO THE END OF THE
 EK0861'PAVED ROAD, CONTINUE ON THE MAIN GRAVEL ROAD FOR 5.3 MILES
 EK0861'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON THE
 EK0861'SUGAR TREE MOUNTAIN ROAD FOR 1.5 MILES TO A SIDE ROAD LEFT
 EK0861'AND A SIGN EAGLE MOUNTAIN TOWER.  TURN LEFT AND FOLLOW THE
 EK0861'FORREST SERVICE ROAD FOR 1.85 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0862 ***********************************************************************
 EK0862  DESIGNATION -  EAGLE MTN LOOKOUT TOWER
 EK0862  PID         -  EK0862
 EK0862  STATE/COUNTY-  AR/POLK
 EK0862  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0862
 EK0862                         *CURRENT SURVEY CONTROL
 EK0862  ___________________________________________________________________
 EK0862* NAD 83(1997)-  34 27 15.52627(N)    094 08 34.02696(W)     ADJUSTED  
 EK0862* NAVD 88     -                                                        
 EK0862  ___________________________________________________________________
 EK0862  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 EK0862  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EK0862
 EK0862  HORZ ORDER  -  THIRD
 EK0862
 EK0862.The horizontal coordinates were established by classical geodetic methods
 EK0862.and adjusted by the National Geodetic Survey in September 1999..
 EK0862
 EK0862
 EK0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0862
 EK0862.The geoid height was determined by GEOID03.
 EK0862
 EK0862;                    North         East     Units Scale Factor Converg.
 EK0862;SPC AR S     -   600,334.974   203,124.505   MT  0.99994524   -1 11 57.5
 EK0862;SPC AR S     - 1,969,598.99    666,417.65   sFT  0.99994524   -1 11 57.5
 EK0862;UTM  15      - 3,813,123.451   395,028.878   MT  0.99973582   -0 38 47.7
 EK0862
 EK0862                          SUPERSEDED SURVEY CONTROL
 EK0862
 EK0862  NAD 83(1997)-  34 27 15.53144(N)    094 08 34.02508(W) AD(       ) 4
 EK0862  NAD 83(1986)-  34 27 15.53391(N)    094 08 34.02020(W) AD(       ) 4
 EK0862  NAD 27      -  34 27 15.13800(N)    094 08 33.28000(W) AD(       ) 3
 EK0862
 EK0862.Superseded values are not recommended for survey control.
 EK0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0862.See file dsdata.txt to determine how the superseded data were derived.
 EK0862
 EK0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9502913123(NAD 83)
 EK0862_MARKER: 57 = LOOKOUT TOWER
 EK0862
 EK0862  HISTORY     - Date     Condition        Report By
 EK0862  HISTORY     - 1956     FIRST OBSERVED   CGS
 EK0862
 EK0862                          STATION DESCRIPTION
 EK0862
 EK0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EK0862'THE LOOKOUT TOWER IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST
 EK0862'OF MENA, ON THE SUMMIT OF EAGLE MOUNTAIN.  THIS TOWER IS
 EK0862'ABOUT 40 FEET EAST OF THE SITE OF THE OLD EAGLE MTN LOOKOUT
 EK0862'TOWER WHICH WAS TRAVERSED TO BY THE U.S. COAST AND GEODETIC
 EK0862'SURVEY IN 1952.  THE NEW TOWER IS A 4-LEGGED STEEL STRUCTURE
 EK0862'WITH A CABIN AT THE TOP.  IT IS 84 FEET IN HEIGHT.
 EK0862'
 EK0862'THE CENTER OF THE BOTTOM OF THE TOWER (WHICH WAS THE POINT
 EK0862'TRAVERSED TO) IS 20.4 FEET (6.21 METERS) SOUTHWEST OF
 EK0862'TRIANGULATION STATION EAGLEVIEW 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0863 ***********************************************************************
 EK0863  DESIGNATION -  EAGLE MTN LOOKOUT TOWER
 EK0863  PID         -  EK0863
 EK0863  STATE/COUNTY-  AR/POLK
 EK0863  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0863
 EK0863                         *CURRENT SURVEY CONTROL
 EK0863  ___________________________________________________________________
 EK0863* NAD 83(1997)-  34 27 15.54840(N)    094 08 34.11164(W)     ADJUSTED  
 EK0863* NAVD 88     -                                                        
 EK0863  ___________________________________________________________________
 EK0863  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 EK0863  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EK0863
 EK0863  HORZ ORDER  -  THIRD
 EK0863
 EK0863.The horizontal coordinates were established by classical geodetic methods
 EK0863.and adjusted by the National Geodetic Survey in September 1999..
 EK0863
 EK0863
 EK0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0863
 EK0863.The geoid height was determined by GEOID03.
 EK0863
 EK0863;                    North         East     Units Scale Factor Converg.
 EK0863;SPC AR S     -   600,335.701   203,122.358   MT  0.99994525   -1 11 57.5
 EK0863;SPC AR S     - 1,969,601.38    666,410.60   sFT  0.99994525   -1 11 57.5
 EK0863;UTM  15      - 3,813,124.157   395,026.725   MT  0.99973582   -0 38 47.8
 EK0863
 EK0863                          SUPERSEDED SURVEY CONTROL
 EK0863
 EK0863  NAD 83(1997)-  34 27 15.55276(N)    094 08 34.10978(W) AD(       ) 4
 EK0863  NAD 83(1986)-  34 27 15.55677(N)    094 08 34.10546(W) AD(       ) 4
 EK0863  NAD 27      -  34 27 15.16800(N)    094 08 33.36200(W) AD(       ) 3
 EK0863
 EK0863.Superseded values are not recommended for survey control.
 EK0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0863.See file dsdata.txt to determine how the superseded data were derived.
 EK0863
 EK0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9502713124(NAD 83)
 EK0863_MARKER: 57 = LOOKOUT TOWER
 EK0863
 EK0863  HISTORY     - Date     Condition        Report By
 EK0863  HISTORY     - 1930     FIRST OBSERVED   USFS
 EK0863
 EK0863                          STATION DESCRIPTION
 EK0863
 EK0863'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0864 ***********************************************************************
 EK0864  DESIGNATION -  EAGLEVIEW
 EK0864  PID         -  EK0864
 EK0864  STATE/COUNTY-  AR/POLK
 EK0864  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0864
 EK0864                         *CURRENT SURVEY CONTROL
 EK0864  ___________________________________________________________________
 EK0864* NAD 83(1997)-  34 27 15.57617(N)    094 08 33.79108(W)     ADJUSTED  
 EK0864* NAVD 88     -       677.0    (meters)    2221.     (feet)  VERTCON   
 EK0864  ___________________________________________________________________
 EK0864  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 EK0864  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EK0864
 EK0864  HORZ ORDER  -  FIRST
 EK0864
 EK0864.The horizontal coordinates were established by classical geodetic methods
 EK0864.and adjusted by the National Geodetic Survey in September 1999..
 EK0864
 EK0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0864
 EK0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0864
 EK0864.The geoid height was determined by GEOID03.
 EK0864
 EK0864;                    North         East     Units Scale Factor Converg.
 EK0864;SPC AR S     -   600,336.385   203,130.556   MT  0.99994525   -1 11 57.3
 EK0864;SPC AR S     - 1,969,603.62    666,437.50   sFT  0.99994525   -1 11 57.3
 EK0864;UTM  15      - 3,813,124.920   395,034.915   MT  0.99973580   -0 38 47.6
 EK0864
 EK0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0864!SPC AR S     -   0.99989832  x   0.99994525  =   0.99984357
 EK0864!UTM  15      -   0.99989832  x   0.99973580  =   0.99963414
 EK0864
 EK0864:                Primary Azimuth Mark                     Grid Az
 EK0864:SPC AR S     -  SLATINGTON                               096 46 28.4
 EK0864:UTM  15      -  SLATINGTON                               096 13 18.7
 EK0864
 EK0864|---------------------------------------------------------------------|
 EK0864| PID    Reference Object                     Distance      Geod. Az  |
 EK0864|                                                           dddmmss.s |
 EK0864| EJ2024 SLATINGTON                          APPROX.22.4 KM 0953431.1 |
 EK0864| CX5762 EAGLEVIEW RM 1                       16.694 METERS 12842     |
 EK0864| EK0862 EAGLE MTN LOOKOUT TOWER               6.214 METERS 25540     |
 EK0864| CX5763 EAGLEVIEW RM 2                       15.590 METERS 27244     |
 EK0864|---------------------------------------------------------------------|
 EK0864
 EK0864                          SUPERSEDED SURVEY CONTROL
 EK0864
 EK0864  NAD 83(1997)-  34 27 15.58134(N)    094 08 33.78919(W) AD(       ) 1
 EK0864  NAD 83(1986)-  34 27 15.58380(N)    094 08 33.78432(W) AD(       ) 1
 EK0864  NAD 27      -  34 27 15.18800(N)    094 08 33.04400(W) AD(       ) 1
 EK0864  NGVD 29 (07/19/86)  676.9    (m)         2221.     (f) VERT ANG       
 EK0864
 EK0864.Superseded values are not recommended for survey control.
 EK0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0864.See file dsdata.txt to determine how the superseded data were derived.
 EK0864
 EK0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9503513125(NAD 83)
 EK0864_MARKER: DS = TRIANGULATION STATION DISK
 EK0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0864
 EK0864  HISTORY     - Date     Condition        Report By
 EK0864  HISTORY     - 1952     MONUMENTED       CGS
 EK0864  HISTORY     - 1956     GOOD             CGS
 EK0864  HISTORY     - 1957     GOOD             CGS
 EK0864  HISTORY     - 1961     GOOD             CGS
 EK0864  HISTORY     - 19860401 GOOD             LOCSUR
 EK0864
 EK0864                          STATION DESCRIPTION
 EK0864
 EK0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0864'STATION IS LOCATED ABOUT 13 MILES SOUTH SOUTHEAST OF MONA
 EK0864'ON THE HIGHEST POINT OF EAGLE MOUNTAIN AT THE SITE OF THE
 EK0864'EAGLE MOUNTAIN LOOKOUT TOWER.  STATION IS 55 FEET EAST OF
 EK0864'LOOKOUT TOWER, 12 FEET SOUTHWEST OF STONE GATE POST AND 5
 EK0864'FEET SOUTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 EK0864'AND THE DISK IS STAMPED EAGLEVIEW 1952.
 EK0864'
 EK0864'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0864'IS STAMPED EAGLEVIEW NO 1 1952.
 EK0864'
 EK0864'REFERENCE MARK NO. 2 IS SET FLUSH IN THE CONCRETE BASE OF THE
 EK0864'SOUTHEAST LEG OF LOOKOUT TOWER.  THE DISK IS STAMPED EAGLEVIEW
 EK0864'NO 2 1952.
 EK0864'
 EK0864'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 EK0864'
 EK0864'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 EK0864'STATE HIGHWAY 8 IN MONA, GO EASTERLY ON STATE HIGHWAY 8
 EK0864'FOR 1.7 MILES TO T ROAD RIGHT AT SIGN OLD DALLAS.  TURN
 EK0864'RIGHT AND GO SOUTH AND SOUTHEAST FOR 5.15 MILES TO END OF
 EK0864'SURFACED ROAD.  CONTINUE ON MAIN GRAVEL ROAD FOR 5.3 MILES
 EK0864'TO T ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON THE SUGAR
 EK0864'TREE MOUNTAIN ROAD FOR 1.5 MILES TO T ROAD LEFT AT SIGN EAGLE
 EK0864'MOUNTAIN TOWER.  TURN LEFT AND FOLLOW FOREST SERVICE ROAD
 EK0864'FOR 1.85 MILES TO LOOKOUT TOWER AND STATION AS DESCRIBED.
 EK0864'
 EK0864'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EK0864
 EK0864                          STATION RECOVERY (1956)
 EK0864
 EK0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EK0864'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 EK0864'IN GOOD CONDITION.  NO ADDITIONAL MARKS WERE ESTABLISHED.
 EK0864'THE OLD LOOKOUT TOWER IS GONE.  A NEW ONE HAS BEEN BUILT
 EK0864'ABOUT 40 FEET EAST OF THE SITE OF THE OLD ONE.  A NEW DESCRIPTION
 EK0864'FOLLOWS--
 EK0864'
 EK0864'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF MENA,
 EK0864'ON THE SUMMIT OF EAGLE MOUNTAIN.
 EK0864'
 EK0864'TO REACH FROM THE EAST SIDE OF THE RAILROAD DEPOT IN MENA,
 EK0864'GO NORTH ON U.S. HIGHWAY 71 FOR 0.05 MILE TO THE JUNCTION
 EK0864'WITH STATE HIGHWAY 8.  TURN RIGHT (EAST) ON STATE HIGHWAY
 EK0864'8 AND GO 1.7 MILES TO A MACADAM SIDE ROAD RIGHT ON THE SOUTH
 EK0864'SIDE OF A SERVICE STATION.  TURN RIGHT (SOUTHWEST) AND GO
 EK0864'5.2 MILES TO END OF SURFACED ROAD.  CONTINUE STRAIGHT AHEAD
 EK0864'AND GO 3.7 MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT
 EK0864'AHEAD AND GO 1.5 MILES TO A SIDE ROAD RIGHT AT SIGN SUGAR
 EK0864'TREE MTN ROAD.  TURN RIGHT (WEST) AND GO 1.5 MILES TO A
 EK0864'SIDE ROAD LEFT AT SIGN EAGLE MTN TOWER.  TURN LEFT
 EK0864'(SOUTHEAST) AND GO 1.8 MILES TO STATION AND LOOKOUT TOWER.
 EK0864'
 EK0864'THE STATION MARK, STAMPED EAGLEVIEW 1952, IS A STANDARD BRONZE
 EK0864'DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS
 EK0864'2 INCHES.  IT IS 10 FEET EAST OF THE NORTHEAST LEG OF THE
 EK0864'LOOKOUT TOWER.
 EK0864'
 EK0864'REFERENCE MARK 1, STAMPED EAGLEVIEW NO 1 1952, IS A STANDARD
 EK0864'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH
 EK0864'PROJECTS 4 INCHES.  IT IS 58 FEET EAST OF THE EAST SIDE OF
 EK0864'THE LOOKOUT TOWER.
 EK0864'
 EK0864'REFERENCE MARK 2, STAMPED EAGLEVIEW NO 2 1952, IS A STANDARD
 EK0864'BRONZE DISK SET IN THE SOUTHEAST CORNER OF THE TOP OF A
 EK0864'SQUARE CONCRETE BLOCK WHICH WAS THE FOUNDATION FOR THE SOUTHEAST
 EK0864'LEG OF THE OLD LOOKOUT TOWER.  THE BLOCK IS 14 INCHES SQUARE
 EK0864'AND PROJECTS 10 INCHES.  THE MARK IS 24 FEET WEST OF THE WEST
 EK0864'SIDE OF THE LOOKOUT TOWER.
 EK0864'
 EK0864'NO AZIMUTH MARK WAS ESTABLISHED.
 EK0864'
 EK0864'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED
 EK0864'CLOSELY WITH THE 1952 OBSERVATIONS.
 EK0864
 EK0864                          STATION RECOVERY (1957)
 EK0864
 EK0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EK0864'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 EK0864'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 EK0864'LOOKOUT TOWER HAS BEEN CONSTRUCTED.  A NEW AND COMPLETE
 EK0864'DESCRIPTION FOLLOWS.
 EK0864'
 EK0864'STATION IS ABOUT 13 MILES SOUTHEAST OF MENA ON THE HIGHEST
 EK0864'PART OF EAGLE MOUNTAIN AT THE SITE OF THE EAGLE MOUNTAIN
 EK0864'LOOKOUT TOWER.  THE STATION MARK IS 12 FEET SOUTHWEST OF A
 EK0864'STONE GATE, 12 FEET EAST-SOUTHEAST OF A TELEPHONE POLE AND
 EK0864'10 FEET EAST OF OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.
 EK0864'IT PROJECTS 2 INCHES AND IS STAMPED EAGLEVIEW 1952.
 EK0864'
 EK0864'REFERENCE MARK NO. 1 IS 59 FEET EAST OF THE SOUTHEAST LEG
 EK0864'OF THE LOOKOUT TOWER.  IT PROJECTS 4 INCHES AND IS STAMPED
 EK0864'EAGLEVIEW NO 1 1952.
 EK0864'
 EK0864'REFERENCE MARK NO. 2 IS SET IN A PIER OF THE OLD LOOKOUT
 EK0864'TOWER.  IT IS 25 FEET WEST OF THE NORTHWEST LEG OF THE LOOKOUT
 EK0864'TOWER AND IS STAMPED EAGLEVIEW NO 2 1952.
 EK0864'
 EK0864'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 EK0864'
 EK0864'TO REACH THE STATION FROM THE POST OFFICE IN MENA GO EAST
 EK0864'ON MENA STREET FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY
 EK0864'71 AND STATE HIGHWAY 8.  GO EASTERLY ON STATE HIGHWAY 8 FOR
 EK0864'1.6 MILES TO A T ROAD RIGHT AT A SIGN OLD DALLAS.  TURN RIGHT
 EK0864'AND GO SOUTH AND EASTERLY FOR 9.8 MILES TO THE END OF THE
 EK0864'MACADAM.  CONTINUE EASTERLY FOR 0.35 MILE TO A T ROAD RIGHT,
 EK0864'TURN RIGHT AND GO WESTERLY ON SUGAR TREE MOUNTAIN ROAD FOR
 EK0864'1.5 MILES TO A T ROAD LEFT AT A SIGN EAGLE MOUNTAIN TOWER.
 EK0864'TURN LEFT AND FOLLOW FOREST SERVICE ROAD FOR 1.85 MILES TO
 EK0864'THE STATION AND REFERENCE MARKS AS DESCRIBED AT THE SITE OF
 EK0864'THE LOOKOUT TOWER.
 EK0864'
 EK0864'THE EAGLE MOUNTAIN LOOKOUT TOWER IS A METAL CAB SUPPORTED
 EK0864'BY A 4-LEGGED STEEL STRUCTURE.  THE CAB HAS WINDOWS ON ALL
 EK0864'SIDES AND HAS AN OVER-ALL HEIGHT OF 110 FEET.  THE CENTER OF
 EK0864'THE TOWER WAS THE POINT OBSERVED UPON.
 EK0864
 EK0864                          STATION RECOVERY (1961)
 EK0864
 EK0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0864'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0864'CONDITION.  THE 1956 DESCRIPTION TO REACH THE STATION FROM
 EK0864'MENA IS ACCURATE EXCEPT THAT MOST OF THE ROAD FROM STATE
 EK0864'HIGHWAY 8 TO THE SUGAR TREE MTN. ROAD IS SURFACED.
 EK0864
 EK0864                          STATION RECOVERY (1986)
 EK0864
 EK0864'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JMH)
 EK0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0167 ***********************************************************************
 FF0167  DESIGNATION -  EARLE
 FF0167  PID         -  FF0167
 FF0167  STATE/COUNTY-  AR/CRITTENDEN
 FF0167  USGS QUAD   -  EARLE (1992)
 FF0167
 FF0167                         *CURRENT SURVEY CONTROL
 FF0167  ___________________________________________________________________
 FF0167* NAD 83(1986)-  35 16 09.     (N)    090 28 02.     (W)     SCALED    
 FF0167* NAVD 88     -        66.244  (meters)     217.34   (feet)  POSTED    
 FF0167  ___________________________________________________________________
 FF0167  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0167  DYNAMIC HT  -          66.180 (meters)     217.13  (feet)  COMP
 FF0167  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 FF0167
 FF0167  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0167
 FF0167.The horizontal coordinates were scaled from a topographic map and have
 FF0167.an estimated accuracy of +/- 6 seconds.
 FF0167
 FF0167.The orthometric height was determined by differential leveling
 FF0167.and adjusted by the National Geodetic Survey in 1992..
 FF0167.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0167.rate of 0.0 thru 1.0 mm/km.
 FF0167
 FF0167.The geoid height was determined by GEOID03.
 FF0167
 FF0167.The dynamic height is computed by dividing the NAVD 88
 FF0167.geopotential number by the normal gravity value computed on the
 FF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0167.degrees latitude (g = 980.6199 gals.).
 FF0167
 FF0167.The modeled gravity was interpolated from observed gravity values.
 FF0167
 FF0167;                    North         East    Units  Estimated Accuracy
 FF0167;SPC AR N     -   104,910.      539,450.      MT  (+/- 180 meters Scaled)
 FF0167
 FF0167                          SUPERSEDED SURVEY CONTROL
 FF0167
 FF0167  NGVD 29 (??/??/??)   66.239  (m)          217.32   (f) ADJUSTED    2 0
 FF0167
 FF0167.Superseded values are not recommended for survey control.
 FF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0167.See file dsdata.txt to determine how the superseded data were derived.
 FF0167
 FF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV303058(NAD 83)
 FF0167_MARKER: DB = BENCH MARK DISK
 FF0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0167_STAMPING: EARLE 1934
 FF0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0167+STABILITY: SURFACE MOTION
 FF0167
 FF0167  HISTORY     - Date     Condition        Report By
 FF0167  HISTORY     - 1934     MONUMENTED       CGS
 FF0167  HISTORY     - 1935     GOOD             CGS
 FF0167
 FF0167                          STATION DESCRIPTION
 FF0167
 FF0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0167'AT EARLE.
 FF0167'125.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTH COLUMN
 FF0167'AT THE EAST END OF THE MISSOURI PACIFIC RAILROAD STATION, 96
 FF0167'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 7.5 FEET SOUTH
 FF0167'OF THE PARK FENCE.  A STANDARD DISK, STAMPED EARLE 1934 AND SET
 FF0167'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2058 ***********************************************************************
 FF2058  DESIGNATION -  EARLE FED COMPRESS WHSE N TANK
 FF2058  PID         -  FF2058
 FF2058  STATE/COUNTY-  AR/CRITTENDEN
 FF2058  USGS QUAD   -  EARLE (1992)
 FF2058
 FF2058                         *CURRENT SURVEY CONTROL
 FF2058  ___________________________________________________________________
 FF2058* NAD 83(1997)-  35 16 14.08577(N)    090 27 18.07496(W)     ADJUSTED  
 FF2058* NAVD 88     -                                                        
 FF2058  ___________________________________________________________________
 FF2058  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FF2058  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF2058
 FF2058  HORZ ORDER  -  THIRD
 FF2058
 FF2058.The horizontal coordinates were established by classical geodetic methods
 FF2058.and adjusted by the National Geodetic Survey in September 1999..
 FF2058
 FF2058
 FF2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2058
 FF2058.The geoid height was determined by GEOID03.
 FF2058
 FF2058;                    North         East     Units Scale Factor Converg.
 FF2058;SPC AR N     -   105,082.104   540,559.791   MT  0.99995083   +0 53 56.5
 FF2058;SPC AR N     -   344,756.87  1,773,486.58   sFT  0.99995083   +0 53 56.5
 FF2058;UTM  15      - 3,906,019.858   731,492.062   MT  1.00026047   +1 28 12.8
 FF2058
 FF2058                          SUPERSEDED SURVEY CONTROL
 FF2058
 FF2058  NAD 83(1997)-  35 16 14.08804(N)    090 27 18.07371(W) AD(       ) 4
 FF2058  NAD 83(1997)-  35 16 14.09371(N)    090 27 18.07373(W) AD(       ) 4
 FF2058  NAD 83(1986)-  35 16 14.09605(N)    090 27 18.07480(W) AD(       ) 4
 FF2058  NAD 27      -  35 16 13.77400(N)    090 27 17.70700(W) AD(       ) 3
 FF2058
 FF2058.Superseded values are not recommended for survey control.
 FF2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2058.See file dsdata.txt to determine how the superseded data were derived.
 FF2058
 FF2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3149206020(NAD 83)
 FF2058_MARKER: 53 = ELEVATED TANK
 FF2058
 FF2058  HISTORY     - Date     Condition        Report By
 FF2058  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2058
 FF2058                          STATION DESCRIPTION
 FF2058
 FF2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2058'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF EARLE, 1/2
 FF2058'MILE NORTH OF U.S. HIGHWAY 64, AND ABOUT 300 FEET SOUTH
 FF2058'OF A RAILROAD TRACK.
 FF2058'
 FF2058'IT IS AN ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS, ALUMINUM
 FF2058'IN COLOR, ABOUT 130 FEET HIGH, AND WITH THE CAPACITY OF
 FF2058'100,000 GALLONS.
 FF2058'
 FF2058'THE POINT OBSERVED ON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2059 ***********************************************************************
 FF2059  DESIGNATION -  EARLE FED COMPRESS WHSE S TANK
 FF2059  PID         -  FF2059
 FF2059  STATE/COUNTY-  AR/CRITTENDEN
 FF2059  USGS QUAD   -  EARLE (1992)
 FF2059
 FF2059                         *CURRENT SURVEY CONTROL
 FF2059  ___________________________________________________________________
 FF2059* NAD 83(1997)-  35 16 06.64155(N)    090 27 19.39580(W)     ADJUSTED  
 FF2059* NAVD 88     -                                                        
 FF2059  ___________________________________________________________________
 FF2059  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FF2059  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF2059
 FF2059  HORZ ORDER  -  THIRD
 FF2059
 FF2059.The horizontal coordinates were established by classical geodetic methods
 FF2059.and adjusted by the National Geodetic Survey in September 1999..
 FF2059
 FF2059
 FF2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2059
 FF2059.The geoid height was determined by GEOID03.
 FF2059
 FF2059;                    North         East     Units Scale Factor Converg.
 FF2059;SPC AR N     -   104,852.202   540,530.012   MT  0.99995103   +0 53 55.7
 FF2059;SPC AR N     -   344,002.60  1,773,388.88   sFT  0.99995103   +0 53 55.7
 FF2059;UTM  15      - 3,905,789.600   731,464.568   MT  1.00026031   +1 28 11.8
 FF2059
 FF2059                          SUPERSEDED SURVEY CONTROL
 FF2059
 FF2059  NAD 83(1997)-  35 16 06.64385(N)    090 27 19.39455(W) AD(       ) 4
 FF2059  NAD 83(1997)-  35 16 06.64956(N)    090 27 19.39457(W) AD(       ) 4
 FF2059  NAD 83(1986)-  35 16 06.65185(N)    090 27 19.39565(W) AD(       ) 4
 FF2059  NAD 27      -  35 16 06.32900(N)    090 27 19.02800(W) AD(       ) 3
 FF2059
 FF2059.Superseded values are not recommended for survey control.
 FF2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2059.See file dsdata.txt to determine how the superseded data were derived.
 FF2059
 FF2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3146505790(NAD 83)
 FF2059_MARKER: 53 = ELEVATED TANK
 FF2059
 FF2059  HISTORY     - Date     Condition        Report By
 FF2059  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2059
 FF2059                          STATION DESCRIPTION
 FF2059
 FF2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2059'THE STATION IS ABOUT 3/4 MILE EAST OF EARLE, 0.2 MILE NORTH
 FF2059'OF U.S. HIGHWAY 64, AND 0.1 MILE SOUTH OF A RAILROAD TRACK.
 FF2059'
 FF2059'IT IS AN ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS, ALUMINUM
 FF2059'IN COLOR, ABOUT 120 FEET HIGH, AND WITH THE CAPACITY OF
 FF2059'75,000 GALLONS.
 FF2059'
 FF2059'THE POINT OBSERVED ON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2057 ***********************************************************************
 FF2057  DESIGNATION -  EARLE MUNICIPAL TANK
 FF2057  PID         -  FF2057
 FF2057  STATE/COUNTY-  AR/CRITTENDEN
 FF2057  USGS QUAD   -  EARLE (1992)
 FF2057
 FF2057                         *CURRENT SURVEY CONTROL
 FF2057  ___________________________________________________________________
 FF2057* NAD 83(1997)-  35 16 14.64328(N)    090 27 54.22222(W)     ADJUSTED  
 FF2057* NAVD 88     -                                                        
 FF2057  ___________________________________________________________________
 FF2057  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FF2057  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF2057
 FF2057  HORZ ORDER  -  THIRD
 FF2057
 FF2057.The horizontal coordinates were established by classical geodetic methods
 FF2057.and adjusted by the National Geodetic Survey in September 1999..
 FF2057
 FF2057
 FF2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2057
 FF2057.The geoid height was determined by GEOID03.
 FF2057
 FF2057;                    North         East     Units Scale Factor Converg.
 FF2057;SPC AR N     -   105,084.996   539,646.092   MT  0.99995082   +0 53 35.4
 FF2057;SPC AR N     -   344,766.36  1,770,488.89   sFT  0.99995082   +0 53 35.4
 FF2057;UTM  15      - 3,906,013.638   730,578.099   MT  1.00025526   +1 27 51.9
 FF2057
 FF2057                          SUPERSEDED SURVEY CONTROL
 FF2057
 FF2057  NAD 83(1997)-  35 16 14.64566(N)    090 27 54.22107(W) AD(       ) 4
 FF2057  NAD 83(1997)-  35 16 14.65110(N)    090 27 54.22161(W) AD(       ) 4
 FF2057  NAD 83(1986)-  35 16 14.65346(N)    090 27 54.22227(W) AD(       ) 4
 FF2057  NAD 27      -  35 16 14.33700(N)    090 27 53.85500(W) AD(       ) 3
 FF2057
 FF2057.Superseded values are not recommended for survey control.
 FF2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2057.See file dsdata.txt to determine how the superseded data were derived.
 FF2057
 FF2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3057806014(NAD 83)
 FF2057_MARKER: 53 = ELEVATED TANK
 FF2057
 FF2057  HISTORY     - Date     Condition        Report By
 FF2057  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2057
 FF2057                          STATION DESCRIPTION
 FF2057
 FF2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2057'THE STATION IS LOCATED IN THE CENTER OF TOWN OF EARLE, ABOUT
 FF2057'1/2 BLOCK EAST OF THE JUNCTION OF STATE HIGHWAY 149 AND U.S. HIGHWAY
 FF2057'64.
 FF2057'
 FF2057'IT IS AN ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS, ALUMINUM
 FF2057'IN COLOR, ABOUT 110 FEET HIGH, AND WITH THE CAPACITY OF 75,000
 FF2057'GALLONS.
 FF2057'
 FF2057'THE POINT OBSERVED ON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2135 ***********************************************************************
 FF2135  DESIGNATION -  EARLE RESET
 FF2135  PID         -  FF2135
 FF2135  STATE/COUNTY-  AR/CRITTENDEN
 FF2135  USGS QUAD   -  EARLE (1992)
 FF2135
 FF2135                         *CURRENT SURVEY CONTROL
 FF2135  ___________________________________________________________________
 FF2135* NAD 83(1997)-  35 18 16.32101(N)    090 27 32.70493(W)     ADJUSTED  
 FF2135* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 FF2135  ___________________________________________________________________
 FF2135  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FF2135  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF2135
 FF2135  HORZ ORDER  -  SECOND
 FF2135
 FF2135.The horizontal coordinates were established by classical geodetic methods
 FF2135.and adjusted by the National Geodetic Survey in September 1999..
 FF2135
 FF2135.The orthometric height was scaled from a topographic map.
 FF2135
 FF2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2135
 FF2135.The geoid height was determined by GEOID03.
 FF2135
 FF2135;                    North         East     Units Scale Factor Converg.
 FF2135;SPC AR N     -   108,842.739   540,131.148   MT  0.99994778   +0 53 48.0
 FF2135;SPC AR N     -   357,094.89  1,772,080.27   sFT  0.99994778   +0 53 48.0
 FF2135;UTM  15      - 3,909,777.192   731,025.764   MT  1.00025780   +1 28 08.8
 FF2135
 FF2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2135!SPC AR N     -   0.99999473  x   0.99994778  =   0.99994251
 FF2135!UTM  15      -   0.99999473  x   1.00025780  =   1.00025253
 FF2135
 FF2135|---------------------------------------------------------------------|
 FF2135| PID    Reference Object                     Distance      Geod. Az  |
 FF2135|                                                           dddmmss.s |
 FF2135| FF2221 EARLE RM 2                           25.603 METERS 00221     |
 FF2135| CI4346 EARLE RM 1                           26.856 METERS 09944     |
 FF2135| FF2222 EARLE AZ MK                                        1214837.8 |
 FF2135| FF2058 EARLE FED COMPRESS WHSE N TANK      APPROX. 3.8 KM 1742338.6 |
 FF2135| FF2059 EARLE FED COMPRESS WHSE S TANK      APPROX. 4.0 KM 1751119.5 |
 FF2135| FF2051 BARHAM                              APPROX.14.1 KM 1762042.9 |
 FF2135| FF2057 EARLE MUNICIPAL TANK                APPROX. 3.8 KM 1881506.5 |
 FF2135|---------------------------------------------------------------------|
 FF2135
 FF2135                          SUPERSEDED SURVEY CONTROL
 FF2135
 FF2135  NAD 83(1997)-  35 18 16.32359(N)    090 27 32.70391(W) AD(       ) 2
 FF2135  NAD 83(1997)-  35 18 16.33152(N)    090 27 32.70483(W) AD(       ) 2
 FF2135  NAD 83(1986)-  35 18 16.33219(N)    090 27 32.70495(W) AD(       ) 2
 FF2135  NAD 27      -  35 18 16.02290(N)    090 27 32.33570(W) AD(       ) 2
 FF2135
 FF2135.Superseded values are not recommended for survey control.
 FF2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2135.See file dsdata.txt to determine how the superseded data were derived.
 FF2135
 FF2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3102609777(NAD 83)
 FF2135_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2135_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2135_STAMPING: EARLE 1954 1985
 FF2135_MARK LOGO: NGS   
 FF2135_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2135+STABILITY: SURFACE MOTION
 FF2135
 FF2135  HISTORY     - Date     Condition        Report By
 FF2135  HISTORY     - 1985     MONUMENTED       NGS
 FF2135
 FF2135                          STATION DESCRIPTION
 FF2135
 FF2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FF2135'THE STATION SURFACE MARK AND REFERENCE MARK NO WERE FOUND DESTROYED.
 FF2135'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE STATION
 FF2135'UNDERGROUND MARK AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD
 FF2135'CONDITION.  A NEW STATION SURFACE MARK WAS SET OVER THE UNDERGROUND
 FF2135'MARK AND A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE.  A
 FF2135'NEW DESCRIPTION FOLLOWS.  TO REACH FROM THE JUNCTION OF US HIGHWAY 64
 FF2135'AND STATE HIGHWAY 149 ABOUT 0.5 MI (0.80 KM) NORTH OF EARLE, GO
 FF2135'NORTHERLY ON STATE HIGHWAY 149 FOR 2.0 MI (3.22 KM) TO CHURCH AND
 FF2135'CEMETERY ON THE RIGHT, TURN RIGHT AND GO SOUTH THROUGH CEMETERY ALONG
 FF2135'WEST SIDE FOR 0.1 MI (0.16 KM) TO STATION.  THE STATION MARK IS A
 FF2135'STANDARD NGS DISK, STAMPED-EARLE 1954 1985-, SET IN THE TOP OF A ROUND
 FF2135'CONCRETE POST, 4 INCHES BELOW SURFACE OF GROUND.  IT IS NEAR THE
 FF2135'CENTER OF THE SOUTH EDGE OF CEMETERY, IN A GRASS AREA BETWEEN CEMETERY
 FF2135'LAWN AND CULTIVATED FIELD, 39.62 M (129.99 FT) SOUTHEAST OF A LONE 20
 FF2135'INCH CEDAR TREE, 25.48 M (83.60 FT) SOUTH OF A POWER POLE WITH GUY
 FF2135'WIRE, 10.24 M (33.60 FT) SOUTHWEST OF THE SOUTH END OF THE -C L
 FF2135'LINVILLE- HEAD STONE, 5.79 M (19.00 FT) SOUTH OF THE SOUTH END OF THE
 FF2135'-JACK P BROUGHTO- PLAQUE AND 0.46 M (1.51 FT) NORTH OF A CARSONITE
 FF2135'WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED--EARLE
 FF2135'NO 2 1954--, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 FF2135'GROUND.  IT IS 27.66 M (90.75 FT) SOUTH OF A LONE CEDAR BUSH, 16.46 M
 FF2135'(54.00 FT) EAST SOUTHEAST OF THE SOUTH END OF THE -NEAL- HEAD STONE
 FF2135'AND 0.46 M (1.51 FT) EAST OF A POWER POLE WITH GUY WIRE.  REFERENCE
 FF2135'MARK NO 3 IS A STANDARD NGS DISK, STAMPED--EARLE 1954 NO 3 1985--, SET
 FF2135'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS IN
 FF2135'LAWN AT THE SOUTHEAST CORNER OF CEMETERY, 38.95 M (127.79 FT)
 FF2135'SOUTHEAST OF POWER POLE WITH GUY WIRE, 22.80 M (74.80 FT) EAST
 FF2135'SOUTHEAST OF THE SOUTH END OF THE -C L LINVILLE- HEAD STONE AND 1.07 M
 FF2135'(3.51 FT) NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2996 ***********************************************************************
 AE2996  CBN         -  This is a Cooperative Base Network Control Station.
 AE2996  DESIGNATION -  EARNHART HALE
 AE2996  PID         -  AE2996
 AE2996  STATE/COUNTY-  AR/FAULKNER
 AE2996  USGS QUAD   -  GREENBRIER (1994)
 AE2996
 AE2996                         *CURRENT SURVEY CONTROL
 AE2996  ___________________________________________________________________
 AE2996* NAD 83(1997)-  35 13 22.87497(N)    092 23 10.84661(W)     ADJUSTED  
 AE2996* NAVD 88     -       107.2    (meters)     352.     (feet)  GPS OBS   
 AE2996  ___________________________________________________________________
 AE2996  X           -    -217,192.352 (meters)                     COMP
 AE2996  Y           -  -5,211,736.773 (meters)                     COMP
 AE2996  Z           -   3,658,152.804 (meters)                     COMP
 AE2996  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 AE2996  ELLIP HEIGHT-          79.21  (meters)          (09/21/01) GPS OBS
 AE2996  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AE2996
 AE2996  HORZ ORDER  -  B
 AE2996  ELLP ORDER  -  FOURTH    CLASS II
 AE2996
 AE2996.The horizontal coordinates were established by GPS observations
 AE2996.and adjusted by the National Geodetic Survey in September 1997..
 AE2996
 AE2996.The orthometric height was determined by GPS observations and a
 AE2996.high-resolution geoid model.
 AE2996
 AE2996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2996
 AE2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2996
 AE2996.The ellipsoidal height was determined by GPS observations
 AE2996.and is referenced to NAD 83.
 AE2996
 AE2996.The geoid height was determined by GEOID03.
 AE2996
 AE2996;                    North         East     Units Scale Factor Converg.
 AE2996;SPC AR N     -    98,772.187   364,828.765   MT  0.99995569   -0 13 29.3
 AE2996;SPC AR N     -   324,055.08  1,196,942.37   sFT  0.99995569   -0 13 29.3
 AE2996;UTM  15      - 3,897,948.170   555,844.919   MT  0.99963843   +0 21 14.2
 AE2996
 AE2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2996!SPC AR N     -   0.99998757  x   0.99995569  =   0.99994326
 AE2996!UTM  15      -   0.99998757  x   0.99963843  =   0.99962600
 AE2996
 AE2996                          SUPERSEDED SURVEY CONTROL
 AE2996
 AE2996  ELLIP H (09/19/97)   79.22   (m)                       GP(       ) 4 1
 AE2996
 AE2996.Superseded values are not recommended for survey control.
 AE2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2996.See file dsdata.txt to determine how the superseded data were derived.
 AE2996
 AE2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5584597948(NAD 83)
 AE2996_MARKER: DD = SURVEY DISK
 AE2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2996_MARK LOGO: ARGLS 
 AE2996_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2996+STABILITY: SURFACE MOTION
 AE2996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2996+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AE2996
 AE2996  HISTORY     - Date     Condition        Report By
 AE2996  HISTORY     - 1997     MONUMENTED       ARGLS
 AE2996  HISTORY     - 19970419 GOOD             NGS
 AE2996  HISTORY     - 20060925 GOOD             JCLS
 AE2996
 AE2996                          STATION DESCRIPTION
 AE2996
 AE2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE2996'STATION IS AN ARKANSAS HARN DISK SET INTO THE TOP OF A ROUND CONCRETE
 AE2996'POST.  NO DESCRIPTIVE DATA WERE SUBMITTED TO NGS.  FOR ADDITIONAL
 AE2996'INFORMATION, CONTACT PAUL WALLA, ASPS, PHONE 501-756-2772.
 AE2996
 AE2996                          STATION RECOVERY (2006)
 AE2996
 AE2996'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AE2996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0126 ***********************************************************************
 DL0126  DESIGNATION -  EAST
 DL0126  PID         -  DL0126
 DL0126  STATE/COUNTY-  AR/UNION
 DL0126  USGS QUAD   -  NEW UNION (1981)
 DL0126
 DL0126                         *CURRENT SURVEY CONTROL
 DL0126  ___________________________________________________________________
 DL0126* NAD 83(1997)-  33 08 41.35887(N)    092 10 50.27173(W)     ADJUSTED  
 DL0126* NAVD 88     -        25.671  (meters)      84.22   (feet)  ADJUSTED  
 DL0126  ___________________________________________________________________
 DL0126  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DL0126  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DL0126  DYNAMIC HT  -          25.643 (meters)      84.13  (feet)  COMP
 DL0126  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DL0126
 DL0126  HORZ ORDER  -  THIRD
 DL0126  VERT ORDER  -  FIRST     CLASS II
 DL0126
 DL0126.The horizontal coordinates were established by classical geodetic methods
 DL0126.and adjusted by the National Geodetic Survey in September 1999..
 DL0126
 DL0126.The orthometric height was determined by differential leveling
 DL0126.and adjusted by the National Geodetic Survey in June 1991..
 DL0126
 DL0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0126
 DL0126.The geoid height was determined by GEOID03.
 DL0126
 DL0126.The dynamic height is computed by dividing the NAVD 88
 DL0126.geopotential number by the normal gravity value computed on the
 DL0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0126.degrees latitude (g = 980.6199 gals.).
 DL0126
 DL0126.The modeled gravity was interpolated from observed gravity values.
 DL0126
 DL0126;                    North         East     Units Scale Factor Converg.
 DL0126;SPC AR S     -   453,049.641   383,146.449   MT  1.00003802   -0 06 04.0
 DL0126;SPC AR S     - 1,486,380.36  1,257,039.64   sFT  1.00003802   -0 06 04.0
 DL0126;UTM  15      - 3,667,640.869   576,417.798   MT  0.99967200   +0 26 52.9
 DL0126
 DL0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0126!SPC AR S     -   1.00000007  x   1.00003802  =   1.00003809
 DL0126!UTM  15      -   1.00000007  x   0.99967200  =   0.99967207
 DL0126
 DL0126:                Primary Azimuth Mark                     Grid Az
 DL0126:SPC AR S     -  CARTER                                   087 33 57.5
 DL0126:UTM  15      -  CARTER                                   087 01 00.6
 DL0126
 DL0126|---------------------------------------------------------------------|
 DL0126| PID    Reference Object                     Distance      Geod. Az  |
 DL0126|                                                           dddmmss.s |
 DL0126| DL1314 CARTER                              APPROX.11.3 KM 0872753.5 |
 DL0126| DL0125 EAST RM 1                            33.452 METERS 19233     |
 DL0126| DL0124 EAST RM 2                            47.842 METERS 26212     |
 DL0126| DL0127 TT 11 E                              23.804 METERS 28627     |
 DL0126|---------------------------------------------------------------------|
 DL0126
 DL0126                          SUPERSEDED SURVEY CONTROL
 DL0126
 DL0126  NAD 83(1986)-  33 08 41.37114(N)    092 10 50.26405(W) AD(       ) 3
 DL0126  NAD 27      -  33 08 40.92400(N)    092 10 49.77800(W) AD(       ) 3
 DL0126  NGVD 29 (??/??/92)   25.727  (m)           84.41   (f) ADJ UNCH    1 2
 DL0126
 DL0126.Superseded values are not recommended for survey control.
 DL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0126.See file dsdata.txt to determine how the superseded data were derived.
 DL0126
 DL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7641867641(NAD 83)
 DL0126_MARKER: DS = TRIANGULATION STATION DISK
 DL0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0126_STAMPING: EAST 1952
 DL0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0126+STABILITY: SURFACE MOTION
 DL0126
 DL0126  HISTORY     - Date     Condition        Report By
 DL0126  HISTORY     - 1952     MONUMENTED       CGS
 DL0126  HISTORY     - 1960     GOOD             NGS
 DL0126  HISTORY     - 1964     GOOD             CGS
 DL0126  HISTORY     - 1964     GOOD             NGS
 DL0126  HISTORY     - 1973     GOOD             TSI
 DL0126
 DL0126                          STATION DESCRIPTION
 DL0126
 DL0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL0126'THE STATION IS IN SECTION 18 T 17 S., R 10 W., ABOUT 13 MILES
 DL0126'WEST OF CROSSETT, 10.5 MILES EAST-SOUTHEAST OF STRONG, 4 MILES
 DL0126'WEST OF THE WEST END OF A BRIDGE OVER THE OUACHITA RIVER, 121
 DL0126'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 60 FEET SOUTHEAST
 DL0126'OF THE SOUTHEAST END OF AN OLD WOODEN BRIDGE, 20 FEET SOUTH OF A
 DL0126'WIRE FENCE, 12 FEET EAST OF A WIRE FENCE AND 5.5 FEET SOUTHWEST
 DL0126'OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL0126'
 DL0126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL0126'STATE HIGHWAY 129 IN STRONG, GO EAST ON U.S. HIGHWAY 82 FOR 4.5
 DL0126'MILES TO A CROSS ROAD, CONTINUE EASTERLY ON THE HIGHWAY FOR 5.6
 DL0126'MILES TO A DIRT ROAD ON THE RIGHT, TURN RIGHT, CROSS SMALL
 DL0126'WOODEN BRIDGE, THEN LEFT (EAST) ON THE SOUTH SIDE OF A WIRE FENCE
 DL0126'AND FOLLOW A TRACK ROAD FOR 0.15 MILE TO THE STATION AS
 DL0126'DESCRIBED ABOVE.
 DL0126'
 DL0126'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL0126'EAST 1952.
 DL0126'
 DL0126'REFERENCE MARK 1 IS 25 FEET SOUTH OF A TRACK ROAD.  THE MARK
 DL0126'PROJECTS 6 INCHES AND THE DISK IS STAMPED EAST NO 1 1952.
 DL0126'
 DL0126'REFERENCE MARK 2 IS 133 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DL0126'32 FEET SOUTH OF A WIRE FENCE AND 25 FEET SOUTH OF THE CENTER
 DL0126'OF A TRACK ROAD.  THE MARK PROJECTS 7 INCHES AND THE DISK IS
 DL0126'STAMPED EAST NO 2 1952.
 DL0126'
 DL0126'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 DL0126'
 DL0126'A TRAVERSE MEASUREMENT WAS MADE TO U.S. GEOLOGICAL SURVEY BENCH
 DL0126'MARK TT 11 E 1932.  IT IS 98 FEET SOUTH OF THE CENTER OF THE
 DL0126'HIGHWAY, 14 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 3.5
 DL0126'FEET NORTHWEST OF A 15-INCH OAK TREE.  THE MARK IS A 6 X 6-INCH
 DL0126'CONCRETE POST, PROJECTING 4 INCHES AND THE DISK IS STAMPED
 DL0126'TT 11 E 1932.
 DL0126'
 DL0126'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL0126
 DL0126                          STATION RECOVERY (1960)
 DL0126
 DL0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0126'9.45 MI NE FROM FELSENTHAL.
 DL0126'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0126'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.05
 DL0126'MILES EAST ALONG U. S. HIGHWAY 82, IN SECTION 18, T 18 S, R 10 W, AT
 DL0126'THE WEST END OF A LONG FILL, 119 FEET SOUTH OF THE CENTER LINE OF THE
 DL0126'HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 156.9 FEET
 DL0126'EAST OF EAST R.M. 2, 109.7 FEET NORTH OF EAST R.M. 1, 78.1 FEET EAST
 DL0126'OF BENCH MARK TT 11 E (U.S.G.S.), 18 1/2 FEET NORTHWEST OF THE
 DL0126'NORTHWEST EDGE OF A BORROW PIT, 1.5 FEET SOUTH OF A METAL WITNESS
 DL0126'POST, ABOUT 7 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP
 DL0126'OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0126
 DL0126                          STATION RECOVERY (1964)
 DL0126
 DL0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL0126'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 DL0126'STATION APPEARS TO BE IN SEC. 18, T. 18 S., R. 10 W., ABOUT
 DL0126'121 FEET SOUTH OF CENTERLINE OF HIGHWAY, 26 FEET EAST OF
 DL0126'CENTERLINE OF TRACK ROAD, 18.5 FEET NORTHWEST OF THE NORTHWEST
 DL0126'EDGE OF A BARROW PIT AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 DL0126'
 DL0126'TO REACH FROM STRONG, FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL0126'STATE HIGHWAY 129, GO EASTERLY ON U.S. 82 FOR 8.7 MILES TO
 DL0126'CROSSROADS, CONTINUE EAST-NORTHEAST ON HIGHWAY FOR 2.0 MILES TO
 DL0126'THE STATION ON THE RIGHT.
 DL0126
 DL0126                          STATION RECOVERY (1964)
 DL0126
 DL0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0126'RECOVERED IN GOOD CONDITION.
 DL0126
 DL0126                          STATION RECOVERY (1973)
 DL0126
 DL0126'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1973 (GWS)
 DL0126'DEAST-GOOD.
 DL0126'
 DL0126'R.M. 1-GOOD.
 DL0126'
 DL0126'R.M. 2-GOOD.
 DL0126'
 DL0126'THE 1964 RECOVERY NOTE DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0630 ***********************************************************************
 GG0630  DESIGNATION -  EAST
 GG0630  PID         -  GG0630
 GG0630  STATE/COUNTY-  AR/WASHINGTON
 GG0630  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0630
 GG0630                         *CURRENT SURVEY CONTROL
 GG0630  ___________________________________________________________________
 GG0630* NAD 83(1997)-  36 03 49.17657(N)    094 08 51.74643(W)     ADJUSTED  
 GG0630* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 GG0630  ___________________________________________________________________
 GG0630  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GG0630  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GG0630
 GG0630  HORZ ORDER  -  FIRST
 GG0630
 GG0630.The horizontal coordinates were established by classical geodetic methods
 GG0630.and adjusted by the National Geodetic Survey in September 1999..
 GG0630
 GG0630.The orthometric height was scaled from a topographic map.
 GG0630
 GG0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0630
 GG0630.The geoid height was determined by GEOID03.
 GG0630
 GG0630;                    North         East     Units Scale Factor Converg.
 GG0630;SPC AR N     -   194,079.126   206,531.519   MT  0.99997086   -1 14 59.1
 GG0630;SPC AR N     -   636,741.27    677,595.49   sFT  0.99997086   -1 14 59.1
 GG0630;UTM  15      - 3,991,618.790   396,640.924   MT  0.99973163   -0 40 32.5
 GG0630
 GG0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0630!SPC AR N     -   0.99992307  x   0.99997086  =   0.99989394
 GG0630!UTM  15      -   0.99992307  x   0.99973163  =   0.99965473
 GG0630
 GG0630|---------------------------------------------------------------------|
 GG0630| PID    Reference Object                     Distance      Geod. Az  |
 GG0630|                                                           dddmmss.s |
 GG0630| GG0625 FAYETTEVILLE MT SEQUOYAH TANK        82.649 METERS 03636     |
 GG0630| CI0798 EAST RM 1                            15.917 METERS 08722     |
 GG0630| GG0637 FAYETTEVILLE COUNTRY CLUB TANK      APPROX. 4.2 KM 1923002.4 |
 GG0630| CI0797 EAST AZ MK                                         2264423.3 |
 GG0630| GG0628 FAYETTEVILLE WASHINGTON CTHSE       APPROX. 0.9 KM 2623447.5 |
 GG0630| GG0629 FAYETTEVILLE FIRST PRESB CH         APPROX. 0.9 KM 2771523.3 |
 GG0630| GG0636 FAYETTEVILLE UNIV ARK S TOWER       APPROX. 2.2 KM 2834929.0 |
 GG0630| GG0634 FAYETTEVILLE UNIV ARK N TOWER       APPROX. 2.2 KM 2851727.1 |
 GG0630| GG0626 FAYETTEVILLE CENTRAL PRESB CH       APPROX. 1.2 KM 2852049.2 |
 GG0630| GG0635 FAYETTEVILLE CENTRAL METH CH        APPROX. 1.1 KM 2863231.9 |
 GG0630| CI0799 EAST RM 2                            17.435 METERS 35625     |
 GG0630|---------------------------------------------------------------------|
 GG0630
 GG0630                          SUPERSEDED SURVEY CONTROL
 GG0630
 GG0630  NAD 83(1997)-  36 03 49.18751(N)    094 08 51.74670(W) AD(       ) 1
 GG0630  NAD 83(1986)-  36 03 49.18639(N)    094 08 51.74622(W) AD(       ) 1
 GG0630  NAD 27      -  36 03 48.89800(N)    094 08 51.01500(W) AD(       ) 1
 GG0630
 GG0630.Superseded values are not recommended for survey control.
 GG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0630.See file dsdata.txt to determine how the superseded data were derived.
 GG0630
 GG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9664191619(NAD 83)
 GG0630_MARKER: DS = TRIANGULATION STATION DISK
 GG0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0630
 GG0630  HISTORY     - Date     Condition        Report By
 GG0630  HISTORY     - 1935     MONUMENTED       CGS
 GG0630  HISTORY     - 1960     GOOD             CGS
 GG0630  HISTORY     - 1963     GOOD             CGS
 GG0630  HISTORY     - 1971     GOOD             NGS
 GG0630  HISTORY     - 1976     GOOD             NGS
 GG0630  HISTORY     - 1988     GOOD             USPSQD
 GG0630  HISTORY     - 19961102 GOOD             USPSQD
 GG0630  HISTORY     - 19981031 GOOD             USPSQD
 GG0630  HISTORY     - 20050711 GOOD             GEOCAC
 GG0630
 GG0630                          STATION DESCRIPTION
 GG0630
 GG0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0630'STATION IS IN THE EASTERN PART OF FAYETTEVILLE, ABOUT 1/2 MILE
 GG0630'E OF THE CENTER OF TOWN, ON THE W SLOPE OF MOUNT SEQUOYAH,
 GG0630'NEAR THE CENTER OF SEC. 15, T 16 N, R 30 W, ON LAND OWNED
 GG0630'BY THE WESTERN METHODIST ASSEMBLY.  THE MARK IS 14 FEET SW OF
 GG0630'THE RETAINING WALL AROUND THE PARKING SPACE ON THE W SIDE OF
 GG0630'THE ROAD AND IS ABOUT 6 FEET FARTHER N THAN THE S END OF THE
 GG0630'WALL, AND IS ACROSS THE ROAD FROM THE SUPERINTENDENTS HOUSE.
 GG0630'THE MARK PROJECTS 6 INCHES.  A LARGE ILLUMINATED CROSS
 GG0630'(NOW UNDER CONSTRUCTION) WHICH OVERLOOKS THE CITY IS
 GG0630'ABOUT 10 FEET NW OF THE STATION.
 GG0630'
 GG0630'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0630'BRONZE DISKS SET IN CONCRETE.
 GG0630'
 GG0630'REFERENCE MARK NO. 1 IS E OF THE STATION, 21 FEET E OF THE
 GG0630'CENTER LINE OF THE ROAD, 13 FEET N OF A POWER LINE POLE, 1 FOOT
 GG0630'W OF A FENCE, AND 60 FEET S OF THE CENTER LINE OF THE WALK
 GG0630'LEADING TO THE SUPERINTENDENTS HOUSE.  THE MARK PROJECTS 6
 GG0630'INCHES.
 GG0630'
 GG0630'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 5 FEET W OF THE
 GG0630'RETAINING WALL AND 10 FEET S OF THE CENTER LINE OF A WALK
 GG0630'TO THE E.  THE MARK PROJECTS 12 INCHES.
 GG0630'
 GG0630'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 78.10 FEET.
 GG0630'
 GG0630'THE AZIMUTH MARK IS SW OF THE STATION NEAR THE BOTTOM OF THE
 GG0630'HILL, 15 FEET N OF THE CENTER LINE OF A DIRT ROAD, 16 FEET W
 GG0630'OF THE E FACE OF THE SETTLING BASIN OF THE WATER PLANT, AND
 GG0630'50 FEET S OF THE SETTLING BASIN.  THE MARK PROJECTS 10 INCHES.
 GG0630'
 GG0630'TO REACH FROM THE COURTHOUSE IN FAYETTEVILLE, GO N ON U.S.
 GG0630'HIGHWAY 71 FOR 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY 45,
 GG0630'THENCE E AND S ON STATE HIGHWAY 45 TO A GRAVEL ROAD E.  TURN
 GG0630'E AND FOLLOW GRAVEL ROAD UP HILL FOR 0.55 MILE TO CROSSROADS JUST
 GG0630'OUTSIDE OF GATE.  TURN RIGHT AND FOLLOW ROAD AROUND SIDE OF
 GG0630'HILL 0.3 MILE TO PARKING SPACE AND STATION ON RIGHT.
 GG0630'
 GG0630'STATION MATEER IS VISIBLE FROM THE GROUND.  A LIGHT 35 FEET
 GG0630'ABOVE STATION NORTH TWIN IS VISIBLE FROM THE GROUND.
 GG0630
 GG0630                          STATION RECOVERY (1960)
 GG0630
 GG0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0630'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 GG0630'IN GOOD CONDITION.
 GG0630'
 GG0630'THE AZIMUTH MARK WAS NOT RECOVERED AND ALL INDICATIONS ARE THAT
 GG0630'THIS MARK WAS DESTROYED BY ROAD IMPROVEMENT.  THE WASHINGTON
 GG0630'COUNTY COURTHOUSE CAN BE USED FOR AN AZIMUTH AT THIS STATION.
 GG0630'
 GG0630'TO REACH FROM FAYETTEVILLE, FROM THE COURTHOUSE, GO NORTH ON
 GG0630'U.S. HIGHWAY 71 FOR 0.45 MILE TO JUNCTION WITH STATE HIGHWAY
 GG0630'45, TURN RIGHT AND GO EAST AND NORTH FOR 0.5 MILE TO A SIDE ROAD
 GG0630'RIGHT, TURN RIGHT AND GO EASTERLY FOR 0.2 MILE TO AN INTERSECTION,
 GG0630'BEAR RIGHT AND GO SOUTHERLY ON SURFACED ROAD FOR 0.35 MILE TO
 GG0630'CROSSROADS TO NORTH OF A GATE, TURN RIGHT AND FOLLOW SURFACED
 GG0630'ROAD AROUND HILL FOR 0.3 MILE TO A LARGE CROSS AND STATION ON
 GG0630'RIGHT AS DESCRIBED.
 GG0630
 GG0630                          STATION RECOVERY (1963)
 GG0630
 GG0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 GG0630'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 GG0630'AS DESCRIBED.
 GG0630
 GG0630                          STATION RECOVERY (1971)
 GG0630
 GG0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EAB)
 GG0630'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 GG0630'BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS REPORTED DESTROYED IN
 GG0630'1960 BY F. A. R. AND WAS NOT SEARCHED FOR AT THIS TIME.
 GG0630'
 GG0630'THE LARGE ILLUMINATED CROSS MENTIONED IN THE 1935 DESCRIPTION, 10
 GG0630'FEET NW OF THE STATION, IS STILL THERE.  THE MARK IS EASILY
 GG0630'RECOVERED AT THIS TIME, BUT IT WOULD BE ALMOST IMPOSSIBLE TO BUILD A
 GG0630'TOWER IN THE IMMEDIATE VICINITY AND AT THE PRESENT TIME THE
 GG0630'STATION ONLY SEES OUT TO THE WEST.
 GG0630'
 GG0630'REFERENCE MARK 1 IS 52.22 FEET EAST OF AND ACROSS THE PAVED DRIVE
 GG0630'FROM THE STATION.
 GG0630'
 GG0630'REFERENCE MARK 2 IS 57.20 FEET NNW OF THE STATION.
 GG0630'
 GG0630'TO REACH FROM THE COURTHOUSE IN FAYETTEVILLE, GO NORTH ON U. S.
 GG0630'HIGHWAY 71 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 45.  TURN
 GG0630'RIGHT AND GO EAST AND NORTH ON HIGHWAY 45 FOR 0.5 MILE TO A SIDE
 GG0630'ROAD RIGHT.  TURN RIGHT AND FOLLOW PAVED ROAD EASTERLY FOR 0.2 MILE
 GG0630'TO AN INTERSECTION.  BEAR RIGHT AND GO SOUTHERLY FOR 0.35 MILE TO A
 GG0630'CROSSROAD AT A GATE.  TURN RIGHT AND FOLLOW PAVED DRIVE
 GG0630'AROUND HILL FOR 0.3 MILE TO CROSS AND STATION ON THE RIGHT.
 GG0630'
 GG0630'ALL MARKS PROJECT ABOUT 8 INCHES ABOVE GROUND SURFACE.
 GG0630
 GG0630                          STATION RECOVERY (1976)
 GG0630
 GG0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 GG0630'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 GG0630'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 GG0630'
 GG0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FAYETTEVILLE.
 GG0630
 GG0630                          STATION RECOVERY (1988)
 GG0630
 GG0630'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0630'RECOVERED IN GOOD CONDITION.
 GG0630
 GG0630                          STATION RECOVERY (1996)
 GG0630
 GG0630'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0630'RECOVERED IN GOOD CONDITION.
 GG0630
 GG0630                          STATION RECOVERY (1998)
 GG0630
 GG0630'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0630'RECOVERED IN GOOD CONDITION.
 GG0630
 GG0630                          STATION RECOVERY (2005)
 GG0630
 GG0630'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0630'STATION MARK AND REF MARK RECOVERED TODAY.  BOTH WERE IN EXCELLENT
 GG0630'SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0125 ***********************************************************************
 DL0125  DESIGNATION -  EAST RM 1
 DL0125  PID         -  DL0125
 DL0125  STATE/COUNTY-  AR/UNION
 DL0125  USGS QUAD   -  NEW UNION (1981)
 DL0125
 DL0125                         *CURRENT SURVEY CONTROL
 DL0125  ___________________________________________________________________
 DL0125* NAD 83(1986)-  33 08 40.     (N)    092 10 49.     (W)     SCALED    
 DL0125* NAVD 88     -        25.616  (meters)      84.04   (feet)  ADJUSTED  
 DL0125  ___________________________________________________________________
 DL0125  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DL0125  DYNAMIC HT  -          25.588 (meters)      83.95  (feet)  COMP
 DL0125  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DL0125
 DL0125  VERT ORDER  -  FIRST     CLASS II
 DL0125
 DL0125.The horizontal coordinates were scaled from a topographic map and have
 DL0125.an estimated accuracy of +/- 6 seconds.
 DL0125
 DL0125.The orthometric height was determined by differential leveling
 DL0125.and adjusted by the National Geodetic Survey in June 1991..
 DL0125
 DL0125.The geoid height was determined by GEOID03.
 DL0125
 DL0125.The dynamic height is computed by dividing the NAVD 88
 DL0125.geopotential number by the normal gravity value computed on the
 DL0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0125.degrees latitude (g = 980.6199 gals.).
 DL0125
 DL0125.The modeled gravity was interpolated from observed gravity values.
 DL0125
 DL0125;                    North         East    Units  Estimated Accuracy
 DL0125;SPC AR S     -   453,010.      383,180.      MT  (+/- 180 meters Scaled)
 DL0125
 DL0125                          SUPERSEDED SURVEY CONTROL
 DL0125
 DL0125  NGVD 29 (??/??/92)   25.672  (m)           84.23   (f) ADJ UNCH    1 2
 DL0125
 DL0125.Superseded values are not recommended for survey control.
 DL0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0125.See file dsdata.txt to determine how the superseded data were derived.
 DL0125
 DL0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS764675(NAD 83)
 DL0125_MARKER: DB = BENCH MARK DISK
 DL0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0125_STAMPING: EAST NO 1 1952
 DL0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0125+STABILITY: SURFACE MOTION
 DL0125
 DL0125  HISTORY     - Date     Condition        Report By
 DL0125  HISTORY     - 1952     MONUMENTED       CGS
 DL0125  HISTORY     - 1960     GOOD             NGS
 DL0125  HISTORY     - 1964     GOOD             NGS
 DL0125
 DL0125                          STATION DESCRIPTION
 DL0125
 DL0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0125'9.45 MI NE FROM FELSENTHAL.
 DL0125'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0125'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.05
 DL0125'MILES EAST ALONG U. S. HIGHWAY 82, IN SECTION 18, T 18 S, R 10 W, AT
 DL0125'THE WEST END OF A LONG FILL, 228 1/2 FEET SOUTH OF THE CENTER LINE OF
 DL0125'THE HIGHWAY, 109.7 FEET SOUTH OF TRIANGULATION STATION EAST 1952, 31
 DL0125'FEET SOUTHWEST OF THE CENTER LINE AND AT A SHARP CURVE IN A TRACK
 DL0125'ROAD, ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 DL0125'CONCRETE POST PROJECTING 6 INCHES.
 DL0125
 DL0125                          STATION RECOVERY (1964)
 DL0125
 DL0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0124 ***********************************************************************
 DL0124  DESIGNATION -  EAST RM 2
 DL0124  PID         -  DL0124
 DL0124  STATE/COUNTY-  AR/UNION
 DL0124  USGS QUAD   -  NEW UNION (1981)
 DL0124
 DL0124                         *CURRENT SURVEY CONTROL
 DL0124  ___________________________________________________________________
 DL0124* NAD 83(1986)-  33 08 40.     (N)    092 10 49.     (W)     SCALED    
 DL0124* NAVD 88     -        26.082  (meters)      85.57   (feet)  ADJUSTED  
 DL0124  ___________________________________________________________________
 DL0124  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DL0124  DYNAMIC HT  -          26.054 (meters)      85.48  (feet)  COMP
 DL0124  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DL0124
 DL0124  VERT ORDER  -  FIRST     CLASS II
 DL0124
 DL0124.The horizontal coordinates were scaled from a topographic map and have
 DL0124.an estimated accuracy of +/- 6 seconds.
 DL0124
 DL0124.The orthometric height was determined by differential leveling
 DL0124.and adjusted by the National Geodetic Survey in June 1991..
 DL0124
 DL0124.The geoid height was determined by GEOID03.
 DL0124
 DL0124.The dynamic height is computed by dividing the NAVD 88
 DL0124.geopotential number by the normal gravity value computed on the
 DL0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0124.degrees latitude (g = 980.6199 gals.).
 DL0124
 DL0124.The modeled gravity was interpolated from observed gravity values.
 DL0124
 DL0124;                    North         East    Units  Estimated Accuracy
 DL0124;SPC AR S     -   453,010.      383,180.      MT  (+/- 180 meters Scaled)
 DL0124
 DL0124                          SUPERSEDED SURVEY CONTROL
 DL0124
 DL0124  NGVD 29 (??/??/92)   26.138  (m)           85.75   (f) ADJ UNCH    1 2
 DL0124
 DL0124.Superseded values are not recommended for survey control.
 DL0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0124.See file dsdata.txt to determine how the superseded data were derived.
 DL0124
 DL0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS764675(NAD 83)
 DL0124_MARKER: DR = REFERENCE MARK DISK
 DL0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0124_STAMPING: EAST NO 2 1952
 DL0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0124+STABILITY: SURFACE MOTION
 DL0124
 DL0124  HISTORY     - Date     Condition        Report By
 DL0124  HISTORY     - 1952     MONUMENTED       CGS
 DL0124  HISTORY     - 1960     GOOD             NGS
 DL0124  HISTORY     - 1964     GOOD             NGS
 DL0124
 DL0124                          STATION DESCRIPTION
 DL0124
 DL0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0124'9.45 MI NE FROM FELSENTHAL.
 DL0124'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0124'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.05
 DL0124'MILES EAST ALONG U. S. HIGHWAY 82, IN SECTION 18, T 18 S, R 10 W, AT
 DL0124'THE WEST END OF A FILL, 117 FEET SOUTH OF THE CENTER LINE OF THE
 DL0124'HIGHWAY, 156.9 FEET WEST OF TRIANGULATION STATION EAST 1952, 18 FEET
 DL0124'SOUTHWEST OF A LARGE FORKED OAK TREE, ABOUT 7 FEET BELOW THE LEVEL OF
 DL0124'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0124
 DL0124                          STATION RECOVERY (1964)
 DL0124
 DL0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2034 ***********************************************************************
 DK2034  DESIGNATION -  EAST TRANSM TWR SW GREENVILLE
 DK2034  PID         -  DK2034
 DK2034  STATE/COUNTY-  AR/CHICOT
 DK2034  USGS QUAD   -  GREENVILLE (1970)
 DK2034
 DK2034                         *CURRENT SURVEY CONTROL
 DK2034  ___________________________________________________________________
 DK2034* NAD 83(1997)-  33 23 25.62207(N)    091 06 07.27726(W)     ADJUSTED  
 DK2034* NAVD 88     -                                                        
 DK2034  ___________________________________________________________________
 DK2034  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DK2034  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK2034
 DK2034  HORZ ORDER  -  THIRD
 DK2034
 DK2034.The horizontal coordinates were established by classical geodetic methods
 DK2034.and adjusted by the National Geodetic Survey in September 1999..
 DK2034
 DK2034
 DK2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2034
 DK2034.The geoid height was determined by GEOID03.
 DK2034
 DK2034;                    North         East     Units Scale Factor Converg.
 DK2034;SPC AR S     -   480,643.902   483,544.759   MT  0.99998118   +0 30 09.3
 DK2034;SPC AR S     - 1,576,912.54  1,586,429.76   sFT  0.99998118   +0 30 09.3
 DK2034;SPC MS W     -   431,605.293   628,484.425   MT  1.00001303   -0 25 23.0
 DK2034;SPC MS W     - 1,416,025.03  2,061,952.65   sFT  1.00001303   -0 25 23.0
 DK2034;UTM  15      - 3,696,183.161   676,529.020   MT  0.99998421   +1 02 41.3
 DK2034
 DK2034                          SUPERSEDED SURVEY CONTROL
 DK2034
 DK2034  NAD 83(1997)-  33 23 25.62198(N)    091 06 07.27731(W) AD(       ) 4
 DK2034  NAD 83(1986)-  33 23 25.63231(N)    091 06 07.27137(W) AD(       ) 4
 DK2034  NAD 27      -  33 23 25.21200(N)    091 06 06.88800(W) AD(       ) 3
 DK2034
 DK2034.Superseded values are not recommended for survey control.
 DK2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2034.See file dsdata.txt to determine how the superseded data were derived.
 DK2034
 DK2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7652996183(NAD 83)
 DK2034_MARKER: 55 = TOWER
 DK2034
 DK2034  HISTORY     - Date     Condition        Report By
 DK2034  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2034
 DK2034                          STATION DESCRIPTION
 DK2034
 DK2034'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1401 ***********************************************************************
 DL1401  DESIGNATION -  EBONY
 DL1401  PID         -  DL1401
 DL1401  STATE/COUNTY-  AR/OUACHITA
 DL1401  USGS QUAD   -  HARMONY GROVE (1985)
 DL1401
 DL1401                         *CURRENT SURVEY CONTROL
 DL1401  ___________________________________________________________________
 DL1401* NAD 83(1997)-  33 37 32.83582(N)    092 48 50.33145(W)     ADJUSTED  
 DL1401* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 DL1401  ___________________________________________________________________
 DL1401  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DL1401  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1401
 DL1401  HORZ ORDER  -  SECOND
 DL1401
 DL1401.The horizontal coordinates were established by classical geodetic methods
 DL1401.and adjusted by the National Geodetic Survey in September 1999..
 DL1401
 DL1401.The orthometric height was scaled from a topographic map.
 DL1401
 DL1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1401
 DL1401.The geoid height was determined by GEOID03.
 DL1401
 DL1401;                    North         East     Units Scale Factor Converg.
 DL1401;SPC AR S     -   506,678.791   324,477.443   MT  0.99994374   -0 27 20.1
 DL1401;SPC AR S     - 1,662,328.67  1,064,556.41   sFT  0.99994374   -0 27 20.1
 DL1401;UTM  15      - 3,720,680.835   517,253.428   MT  0.99960367   +0 06 10.8
 DL1401
 DL1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1401!SPC AR S     -   0.99999832  x   0.99994374  =   0.99994206
 DL1401!UTM  15      -   0.99999832  x   0.99960367  =   0.99960199
 DL1401
 DL1401                          SUPERSEDED SURVEY CONTROL
 DL1401
 DL1401  NAD 83(1997)-  33 37 32.84472(N)    092 48 50.32423(W) AD(       ) 2
 DL1401  NAD 83(1986)-  33 37 32.84709(N)    092 48 50.32413(W) AD(       ) 2
 DL1401  NAD 27      -  33 37 32.44500(N)    092 48 49.73800(W) AD(       ) 2
 DL1401
 DL1401.Superseded values are not recommended for survey control.
 DL1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1401.See file dsdata.txt to determine how the superseded data were derived.
 DL1401
 DL1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1725320681(NAD 83)
 DL1401_MARKER: DD = SURVEY DISK
 DL1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1401_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1401+STABILITY: SURFACE MOTION
 DL1401
 DL1401  HISTORY     - Date     Condition        Report By
 DL1401  HISTORY     - 1941     MONUMENTED       ARGS
 DL1401  HISTORY     - 1964     GOOD             CGS
 DL1401
 DL1401                          STATION DESCRIPTION
 DL1401
 DL1401'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1941 (KBJ)
 DL1401'THIS STATION IS A SECOND ORDER TRAVERSE STATION ESTABLISHED BY THE
 DL1401'CWA IN 1934.  THE MARK CONSISTS OF A STANDARD PRECAST 6 X 6 INCH
 DL1401'CONCRETE POST SET FLUSH WITH THE GROUND IN THE TOP OF WHICH IS SET
 DL1401'A BRONZE DISC STAMPED EBONY 1934 (USC AND G AND SS).
 DL1401'
 DL1401'THE MARK IS 16.2 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 104
 DL1401'FEET NORTH AND 20 FEET WEST OF MILE POST NO. 60-10 AND 35.545
 DL1401'METERS WEST NORTHWEST OF TRIANGULATION STATION KENT.
 DL1401'
 DL1401'STATION IS LOCATED IN THE SW 1/4 OF SEC. 1, T 13 S, R 17 W, ABOUT
 DL1401'0.1 MILE NORTH OF THE KENT RR DEPOT AND ON THE WEST SIDE OF
 DL1401'STATE HIGHWAY NO 7 NEAR THE RAILROAD TRACKS.
 DL1401'
 DL1401'TO REACH THE STATION FROM THE KENT RR DEPOT, ABOUT 2.5 MILES NORTH
 DL1401'OF CAMDEN, GO NORTH ON STATE HIGHWAY NO 7 FOR 0.1 MILE TO THE
 DL1401'STATION ON THE LEFT, WEST SIDE OF THE ROAD NEAR THE RAILROAD TRACKS.
 DL1401
 DL1401                          STATION RECOVERY (1964)
 DL1401
 DL1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1401'THIS STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DL1401'IT IS 35.545 METERS NORTHWEST OF TRIANGULATION STATION KENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1411 ***********************************************************************
 DL1411  DESIGNATION -  ECORE
 DL1411  PID         -  DL1411
 DL1411  STATE/COUNTY-  AR/OUACHITA
 DL1411  USGS QUAD   -  CAMDEN SW (1985)
 DL1411
 DL1411                         *CURRENT SURVEY CONTROL
 DL1411  ___________________________________________________________________
 DL1411* NAD 83(1997)-  33 36 20.67213(N)    092 54 25.96773(W)     ADJUSTED  
 DL1411* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 DL1411  ___________________________________________________________________
 DL1411  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DL1411  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DL1411
 DL1411  HORZ ORDER  -  FIRST
 DL1411
 DL1411.The horizontal coordinates were established by classical geodetic methods
 DL1411.and adjusted by the National Geodetic Survey in September 1999..
 DL1411
 DL1411.The orthometric height was scaled from a topographic map.
 DL1411
 DL1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1411
 DL1411.The geoid height was determined by GEOID03.
 DL1411
 DL1411;                    North         East     Units Scale Factor Converg.
 DL1411;SPC AR S     -   504,528.368   315,807.702   MT  0.99994628   -0 30 27.9
 DL1411;SPC AR S     - 1,655,273.49  1,036,112.44   sFT  0.99994628   -0 30 27.9
 DL1411;UTM  15      - 3,718,446.719   508,608.039   MT  0.99960091   +0 03 04.9
 DL1411
 DL1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1411!SPC AR S     -   0.99998812  x   0.99994628  =   0.99993440
 DL1411!UTM  15      -   0.99998812  x   0.99960091  =   0.99958904
 DL1411
 DL1411:                Primary Azimuth Mark                     Grid Az
 DL1411:SPC AR S     -  CAMDEN OUACHITA CO CTHSE                 108 47 01.7
 DL1411:UTM  15      -  CAMDEN OUACHITA CO CTHSE                 108 13 28.9
 DL1411
 DL1411|---------------------------------------------------------------------|
 DL1411| PID    Reference Object                     Distance      Geod. Az  |
 DL1411|                                                           dddmmss.s |
 DL1411| DL1407 CAMDEN OUACHITA CO CTHSE            APPROX. 7.5 KM 1081633.8 |
 DL1411| DL1404 CAMDEN MILL SO KRAFT CORP STK       APPROX.10.2 KM 1301948.8 |
 DL1411| DL1403 CAMDEN MILL SO KRAFT CORP TK        APPROX.10.2 KM 1304611.6 |
 DL1411| DL1405 FAIRVIEW SCHOOL WATER TANK          APPROX.10.0 KM 1410021.3 |
 DL1411| CY5988 ECORE AZ MK                                        1654119.2 |
 DL1411| CY5989 ECORE RM 1                           25.144 METERS 16931     |
 DL1411| DL1376 MARION                              APPROX.14.8 KM 1871350.2 |
 DL1411| DL1375 LOOKOUT TOWER 93 AFC                APPROX.14.0 KM 2030021.6 |
 DL1411| CY5990 ECORE RM 2                           28.506 METERS 26227     |
 DL1411|---------------------------------------------------------------------|
 DL1411
 DL1411                          SUPERSEDED SURVEY CONTROL
 DL1411
 DL1411  NAD 83(1997)-  33 36 20.68111(N)    092 54 25.96010(W) AD(       ) 1
 DL1411  NAD 83(1986)-  33 36 20.68360(N)    092 54 25.95961(W) AD(       ) 1
 DL1411  NAD 27      -  33 36 20.27800(N)    092 54 25.36900(W) AD(       ) 1
 DL1411
 DL1411.Superseded values are not recommended for survey control.
 DL1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1411.See file dsdata.txt to determine how the superseded data were derived.
 DL1411
 DL1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0860818447(NAD 83)
 DL1411_MARKER: DS = TRIANGULATION STATION DISK
 DL1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1411
 DL1411  HISTORY     - Date     Condition        Report By
 DL1411  HISTORY     - 1941     MONUMENTED       CGS
 DL1411  HISTORY     - 1942     GOOD             CGS
 DL1411  HISTORY     - 1950     GOOD             CGS
 DL1411  HISTORY     - 1964     GOOD             CGS
 DL1411
 DL1411                          STATION DESCRIPTION
 DL1411
 DL1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1411'STATION ECORE IS 4.5 MILES WEST NORTHWEST OF CAMDEN, 3 MILES
 DL1411'SOUTH OF LESTER AND 80 YARDS NORTH OF ARKANSAS STATE ROUTE
 DL1411'24 ON THE HIGHEST PART OF A SMALL HILL, HIGHEST POINT IN THE
 DL1411'VICINITY, IN THE NORTHWEST 1/4 OF SEC. 18, T13S, R17W.
 DL1411'
 DL1411'TO REACH FROM CAMDEN GO WEST ON STATE ROUTES 24 AND 4 FOR 2.75
 DL1411'MILES TO THEIR JUNCTION, KEEP RIGHT, NORTHWEST ON ROUTE 24
 DL1411'FOR 2.15 MILES, (TAKE TRACK ROAD SOUTH FOR 0.15 MILE TO THE
 DL1411'AZIMUTH MARK), CONTINUE 0.05 MILE ON ROUTE 24 TO TOP OF HILL
 DL1411'AND STATION 80 YARDS NORTH OF THE HIGHWAY.
 DL1411'
 DL1411'STATION MARK IS ON THE HIGHEST PART OF THE HILL, 36 FEET
 DL1411'NORTH OF THE CENTER LINE OF AN EAST-WEST TRACK ROAD, 13
 DL1411'FEET SOUTH OF FENCE LINE, 4-1/2 FEET NORTHEAST OF WHITE REFERENCE
 DL1411'POST, IS STAMPED ECORE 1941, AND PROJECTS 4 INCHES.
 DL1411'
 DL1411'R.M. NO. 1 IS 53 YARDS NORTH OF THE CENTER LINE OF STATE
 DL1411'ROUTE 24, 46 FEET SOUTH OF THE CENTER LINE OF THE TRACK
 DL1411'ROAD, IS STAMPED ECORE NO. 1 1941, AND PROJECTS 6 INCHES.
 DL1411'
 DL1411'R.M. NO. 2 IS 29 FEET NORTH OF THE CENTER LINE OF THE TRACK
 DL1411'ROAD (PROJECTED), 25 FEET SOUTH OF THE FENCE LINE, IS STAMPED
 DL1411'ECORE NO. 2 1941, AND PROJECTS 4 INCHES.
 DL1411'
 DL1411'AZIMUTH MARK IS 0.2 MILE SOUTH SOUTHWEST OF THE STATION,
 DL1411'AT THE SOUTH END OF A SMALL CLEAR AREA IN SMALL TIMBER, 4
 DL1411'FEET NORTH NORTHEAST OF WHITE REFERENCE POST, IS STAMPED
 DL1411'ECORE 1941, AND PROJECTS 6 INCHES.
 DL1411'
 DL1411'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1411
 DL1411                          STATION RECOVERY (1942)
 DL1411
 DL1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1411'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1411'CONDITION.  STATION IS 4.5 MILES WEST-NORTHWEST OF CAMDEN AND
 DL1411'80 YARDS NORTH OF ARKANSAS STATE HIGHWAY NO. 24.  IT IS ON THE
 DL1411'HIGHEST PART OF A SMALL HILL, HIGHEST POINT IN THE VICINITY,
 DL1411'IN THE NORTHWEST QUARTER OF SECTION 18, T 13 S, R 17 W.  IT IS
 DL1411'36 FEET NORTH OF THE CENTER-LINE OF AN EAST-WEST TRACK ROAD,
 DL1411'13 FEET SOUTH OF A FENCE AND 4.5 FEET NORTHEAST OF A WHITE
 DL1411'REFERENCE POST.  IT IS STAMPED ECORE 1941 AND PROJECTS 4
 DL1411'INCHES.
 DL1411'
 DL1411'REFERENCE MARK NO. 1 IS SOUTH BY EAST OF THE STATION, 53
 DL1411'YARDS NORTH OF THE CENTERLINE OF STATE HIGHWAY NO. 24 AND 46
 DL1411'FEET SOUTH OF THE CENTER-LINE OF THE TRACK ROAD.  IT IS STAMPED
 DL1411'ECORE NO 1 1941 AND PROJECTS 6 INCHES.  REFERENCE
 DL1411'MARK NO. 2 IS WEST BY SOUTH OF THE STATION, 29 FEET NORTH
 DL1411'OF THE CENTER-LINE OF THE TRACK ROAD AND 25 FEET SOUTH OF A
 DL1411'FENCE.  IT IS STAMPED ECORE NO 2 1941 AND PROJECTS 4 INCHES.
 DL1411'
 DL1411'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION AT THE
 DL1411'SOUTH EDGE OF A SMALL CLEAR AREA IN SMALL TIMBER AND 4 FEET
 DL1411'NORTH-NORTHEAST OF A WHITE REFERENCE POST.  IT IS STAMPED
 DL1411'ECORE 1941 AND PROJECTS 6 INCHES.
 DL1411'
 DL1411'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DL1411'4 AND 24 ABOUT 2.75 MILES WEST OF CAMDEN GO NORTHWEST ON
 DL1411'STATE HIGHWAY NO. 24 FOR 2.15 MILES TO THE TOP OF A HILL
 DL1411'(TURN LEFT (SOUTH) FOR 0.15 MILE TO THE AZIMUTH MARK.) CONTINUE
 DL1411'FOR 0.05 MILE THEN TURN RIGHT (NORTH) FOR 80 YARDS TO THE
 DL1411'STATION.
 DL1411'
 DL1411'A 90 FOOT SIGNAL AT FISHER IS VISIBLE AT 50 FEET.
 DL1411'
 DL1411'A 80 FOOT SIGNAL AT POISON SPRINGS LOT IS VISIBLE AT 50 FEET.
 DL1411'
 DL1411'A 77 FOOT SIGNAL AT CHIDESTER IS VISIBLE AT 50 FEET.
 DL1411'
 DL1411'A 90 FOOT SIGNAL AT LESTER IS VISIBLE ON THE GROUND.
 DL1411'
 DL1411'A 116 FOOT SIGNAL AT MOLLETTE IS VISIBLE AT 64 FEET.
 DL1411
 DL1411                          STATION RECOVERY (1950)
 DL1411
 DL1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1411'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 DL1411'AND AZIMUTH MARK, RECOVERED AND FOUND
 DL1411'IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DL1411'
 DL1411'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF
 DL1411'CAMDEN AND ABOUT 0.05 MILE NORTH OF STATE ROUTE NO 24 ON THE
 DL1411'HIGHEST POINT OF A SMALL HILL AND ON LAND OWNED BY MR. ED
 DL1411'SINGLETON WHO LIVES IN STONE HOUSE JUST SOUTH OF STATION.  IT
 DL1411'IS 127 FEET NORTH OF THE SINGLETON HOUSE, 38 FEET NORTH OF
 DL1411'THE CENTER OF DIRT ROAD, 14 FEET SOUTH OF FENCE LINE AND 4
 DL1411'FEET NORTHEAST OF WITNESS POST.  IT IS STAMPED ECORE 1941
 DL1411'AND PROJECTS 2 INCHES.
 DL1411'
 DL1411'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, SET IN THE BACK
 DL1411'YARD OF THE SINGLETON HOME, 47 FEET SOUTH OF THE CENTER OF
 DL1411'DIRT ROAD AND 45 FEET NORTH OF THE NORTH SIDE OF HOUSE.  IT IS
 DL1411'STAMPED ECORE NO 1 1941 AND PROJECTS 4 INCHES.
 DL1411'
 DL1411'REFERENCE MARK NO 2 IS WEST OF THE STATION, 21 FEET SOUTH OF
 DL1411'FENCE LINE AND 25 FEET NORTH OF THE CENTER OF DIRT ROAD.  IT
 DL1411'IS STAMPED ECORE NO 2 1941 AND PROJECTS 4 INCHES.
 DL1411'
 DL1411'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 127.75 FEET.
 DL1411'
 DL1411'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE
 DL1411'STATION, SET NEAR THE SOUTHEAST CORNER OF A FIELD, 95 FEET
 DL1411'WEST OF NORTH-SOUTH FENCE LINE, 110 FEET NORTH OF EAST-WEST
 DL1411'FENCE LINE AND 3 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 DL1411'ECORE 1941 AND PROJECTS 3 INCHES.  TO REACH FROM THE STATION,
 DL1411'GO SOUTH TO STATE ROUTE 24, TURN LEFT FOR ABOUT 200 FEET TO
 DL1411'THE THIRD WHITE HOUSE SOUTH OF HIGHWAY, TURN RIGHT AND GO
 DL1411'SOUTH ALONG THE EAST SIDE OF FENCE LINE FOR 0.1 MILE TO BOARD
 DL1411'GATE, PASS THROUGH GATE AND GO SOUTH-SOUTHEAST ACROSS FIELD
 DL1411'FOR 0.1 MILE TO THE MARK AS DESCRIBED.
 DL1411'
 DL1411'TO REACH THE STATION FROM CAMDEN, GO WEST ON STATE ROUTE
 DL1411'24 AND 4 FOR 2.75 MILES TO THEIR JUNCTION, KEEP RIGHT AND
 DL1411'CONTINUE NORTHWEST ON STATE ROUTE 24 FOR 2.2 MILES TO TOP OF
 DL1411'HILL AND DIRT ROAD RIGHT JUST WEST OF ROCK HOUSE, TURN RIGHT
 DL1411'ON DIRT ROAD FOR ABOUT 0.05 MILE TO THE STATION ON LEFT AS
 DL1411'DESCRIBED.
 DL1411
 DL1411                          STATION RECOVERY (1964)
 DL1411
 DL1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1411'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1411'CONDITION.  R.M. NO. 2 IS FLUSH WITH THE GROUND.  THE AZIMUTH
 DL1411'MARK IS ABOUT 0.2 MILE SOUTHEAST OF THE STATION AND NEAR
 DL1411'THE SOUTHEAST CORNER OF A CULTIVATED FIELD.  THE AZIMUTH
 DL1411'MARK IS NOT VISABLE FROM THE GROUND AT THE STATION DUE TO
 DL1411'BUILDING AND TREES.
 DL1411'
 DL1411'THE 1950 RECOVERY NOTE BY R.L.E. IS ADEQUATE FOR RECOVERY
 DL1411'OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2927 ***********************************************************************
 EH2927  DESIGNATION -  EDDY
 EH2927  PID         -  EH2927
 EH2927  STATE/COUNTY-  AR/PRAIRIE
 EH2927  USGS QUAD   -  ROE (1968)
 EH2927
 EH2927                         *CURRENT SURVEY CONTROL
 EH2927  ___________________________________________________________________
 EH2927* NAD 83(1997)-  34 44 44.61459(N)    091 24 36.43775(W)     ADJUSTED  
 EH2927* NAVD 88     -        64.91   (+/-2cm)     213.0    (feet)  VERTCON   
 EH2927  ___________________________________________________________________
 EH2927  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 EH2927  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2927
 EH2927  HORZ ORDER  -  FIRST
 EH2927  VERT ORDER  -  THIRD ? (See Below)
 EH2927
 EH2927.The horizontal coordinates were established by classical geodetic methods
 EH2927.and adjusted by the National Geodetic Survey in September 1999..
 EH2927
 EH2927.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2927.The vertical order pertains to the NGVD 29 superseded value.
 EH2927
 EH2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2927
 EH2927.The geoid height was determined by GEOID03.
 EH2927
 EH2927;                    North         East     Units Scale Factor Converg.
 EH2927;SPC AR S     -   630,756.467   454,014.420   MT  0.99999540   +0 19 48.5
 EH2927;SPC AR S     - 2,069,406.84  1,489,545.64   sFT  0.99999540   +0 19 48.5
 EH2927;UTM  15      - 3,845,996.638   645,532.998   MT  0.99986105   +0 54 22.6
 EH2927
 EH2927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2927!SPC AR S     -   0.99999402  x   0.99999540  =   0.99998942
 EH2927!UTM  15      -   0.99999402  x   0.99986105  =   0.99985507
 EH2927
 EH2927:                Primary Azimuth Mark                     Grid Az
 EH2927:SPC AR S     -  EDDY AZ MK                               151 52 33.3
 EH2927:UTM  15      -  EDDY AZ MK                               151 17 59.2
 EH2927
 EH2927|---------------------------------------------------------------------|
 EH2927| PID    Reference Object                     Distance      Geod. Az  |
 EH2927|                                                           dddmmss.s |
 EH2927| CY5991 EDDY AZ MK                                         1521221.8 |
 EH2927| CY5992 EDDY RM 1                            39.002 METERS 18710     |
 EH2927| CY5993 EDDY RM 2                            23.893 METERS 29602     |
 EH2927|---------------------------------------------------------------------|
 EH2927
 EH2927                          SUPERSEDED SURVEY CONTROL
 EH2927
 EH2927  NAD 83(1986)-  34 44 44.62039(N)    091 24 36.43390(W) AD(       ) 1
 EH2927  NAD 27      -  34 44 44.28034(N)    091 24 35.97121(W) AD(       ) 1
 EH2927  NGVD 29 (07/19/86)   64.91   (m)          213.0    (f) LEVELING    3  
 EH2927
 EH2927.Superseded values are not recommended for survey control.
 EH2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2927.See file dsdata.txt to determine how the superseded data were derived.
 EH2927
 EH2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4553345997(NAD 83)
 EH2927_MARKER: DS = TRIANGULATION STATION DISK
 EH2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2927_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2927
 EH2927  HISTORY     - Date     Condition        Report By
 EH2927  HISTORY     - 1965     MONUMENTED       CGS
 EH2927
 EH2927                          STATION DESCRIPTION
 EH2927
 EH2927'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2927'THE STATION IS 15-1/2 MILES SOUTHWEST OF BRINKELY, 8 MILES
 EH2927'NORTH OF ROE, 6 MILES NORTHWEST OF CLARENDON, 5 MILES SOUTHEAST
 EH2927'OF DE VALLS BLUFF AND ON PROPERTY OWNED BY MR. WEARE.
 EH2927'
 EH2927'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 EH2927'AND STATE HIGHWAY 33 IN THE SOUTHWEST EDGE OF ROE, GO WEST
 EH2927'AND NORTH ON HIGHWAY 33 FOR 7.0 MILES TO THE JUNCTION OF
 EH2927'STATE HIGHWAY 86.  CONTINUE NORTH ON HIGHWAY 33 FOR 4.2 MILES
 EH2927'TO THE JUNCTION OF STATE HIGHWAY 302 (GRAVELED).  TURN RIGHT
 EH2927'AND GO EAST ON HIGHWAY 302 FOR 2.6 MILES TO A SMALL CONCRETE
 EH2927'BRIDGE AND A SIDE ROAD AND A SIGN (PEPPERS EDDY LANDING 1/2
 EH2927'MILE) ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD
 EH2927'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 EH2927'ON THE GRAVEL ROAD FOR 0.25 MILE TO A T-ROAD.  TURN LEFT AND
 EH2927'GO WEST ON A DIRT ROAD FOR 0.05 MILE TO MR. WEARES HOME AND
 EH2927'A BOARD GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO
 EH2927'SOUTH AND WEST AROUND A BARN TO A BOARD GATE.  PASS THROUGH
 EH2927'THE GATE AND GO NORTHWESTERLY FOR 0.1 MILE ACROSS A
 EH2927'PASTURE TOWARD A GROUP OF 3 OAK TREES GROWING NEAR AN
 EH2927'EAST-WEST FENCE BY THE DIRT ROAD.  THE STATION IS ON THE
 EH2927'HIGHEST POINT OF THE PASTURE JUST BEYOND THE 3 OAK TREES.
 EH2927'
 EH2927'STATION MARKS ARE STANDARD DISKS STAMPED EDDY 1965.  THE
 EH2927'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 EH2927'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT
 EH2927'IS 65 FEET SOUTHWEST OF THE MIDDLE-ONE OF THE 3 OAK TREES,
 EH2927'55 FEET SOUTH OF THE CENTER OF THE DIRT ROAD AND 35 FEET
 EH2927'SOUTH OF A FENCE AND A METAL WITNESS POST.  THE UNDERGROUND
 EH2927'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 EH2927'THE SURFACE OF THE GROUND.
 EH2927'
 EH2927'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EDDY NO 1 1965
 EH2927'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2927'WITH THE SURFACE OF THE GROUND.  IT IS 164 FEET SOUTH OF THE
 EH2927'METAL WITNESS POST, 73 FEET EAST OF A 6 INCH ELM TREE AND 1
 EH2927'FOOT NORTH OF A FENCE.
 EH2927'
 EH2927'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EDDY NO 2 1965
 EH2927'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2927'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 65 FEET WEST
 EH2927'OF THE METAL WITNESS POST, 32 FEET EAST OF A TELEPHONE POLE
 EH2927'AND 23 FEET SOUTH OF THE DIRT ROAD.
 EH2927'
 EH2927'AZIMUTH MARK, A STANDARD DISK STAMPED EDDY 1965 IS SET IN THE
 EH2927'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT
 EH2927'IS 22 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 18 FEET
 EH2927'SOUTH OF A 10 INCH OAK TREE AND 1.5 FEET WEST OF A METAL WITNESS
 EH2927'POST.
 EH2927'
 EH2927'NOTE- REFERENCE MARK NO. 1 WAS MEASURED WITH A 300 FOOT TAPE
 EH2927'PULLING 7 KG. TAPE TENSION.
 EH2927'
 EH2927'REFERENCE MARK NO. 2 WAS MEASURED WITH A 30 METER TAPE PULLING
 EH2927'5 KG. TAPE TENSION.
 EH2927'
 EH2927'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1132 ***********************************************************************
 EH1132  DESIGNATION -  EDEN 2 AZ MK
 EH1132  PID         -  EH1132
 EH1132  STATE/COUNTY-  AR/MONROE
 EH1132  USGS QUAD   -  BRINKLEY (1971)
 EH1132
 EH1132                         *CURRENT SURVEY CONTROL
 EH1132  ___________________________________________________________________
 EH1132* NAD 83(1986)-  34 52 32.     (N)    091 13 56.     (W)     SCALED    
 EH1132* NAVD 88     -        58.049  (meters)     190.45   (feet)  ADJUSTED  
 EH1132  ___________________________________________________________________
 EH1132  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1132  DYNAMIC HT  -          57.996 (meters)     190.28  (feet)  COMP
 EH1132  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 EH1132
 EH1132  VERT ORDER  -  FIRST     CLASS II
 EH1132
 EH1132.The horizontal coordinates were scaled from a topographic map and have
 EH1132.an estimated accuracy of +/- 6 seconds.
 EH1132
 EH1132.The orthometric height was determined by differential leveling
 EH1132.and adjusted by the National Geodetic Survey in June 1991..
 EH1132
 EH1132.The geoid height was determined by GEOID03.
 EH1132
 EH1132.The dynamic height is computed by dividing the NAVD 88
 EH1132.geopotential number by the normal gravity value computed on the
 EH1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1132.degrees latitude (g = 980.6199 gals.).
 EH1132
 EH1132.The modeled gravity was interpolated from observed gravity values.
 EH1132
 EH1132;                    North         East    Units  Estimated Accuracy
 EH1132;SPC AR S     -   645,270.      470,200.      MT  (+/- 180 meters Scaled)
 EH1132
 EH1132                          SUPERSEDED SURVEY CONTROL
 EH1132
 EH1132  NGVD 29 (??/??/??)   58.051  (m)          190.46   (f) ADJUSTED    1 2
 EH1132
 EH1132.Superseded values are not recommended for survey control.
 EH1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1132.See file dsdata.txt to determine how the superseded data were derived.
 EH1132
 EH1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU615606(NAD 83)
 EH1132_MARKER: DZ = AZIMUTH MARK DISK
 EH1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1132_STAMPING: EDEN 2 1954
 EH1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1132+STABILITY: SURFACE MOTION
 EH1132
 EH1132  HISTORY     - Date     Condition        Report By
 EH1132  HISTORY     - 1954     MONUMENTED       CGS
 EH1132  HISTORY     - 1955     GOOD             CGS
 EH1132
 EH1132                          STATION DESCRIPTION
 EH1132
 EH1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1132'2.55 MI SW FROM BRINKLEY.
 EH1132'ABOUT 2.55 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1132'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 420 YARDS NORTHEAST
 EH1132'OF MILE POLE 72, AT A GRAVEL ROAD CROSSING AND AT JUNCTION OF A GRAVEL
 EH1132'ROAD LEADING NORTHEAST PARALLEL TO TRACK, 158 FEET SOUTHEAST OF
 EH1132'SOUTHEAST RAIL, 163 FEET SOUTHEAST OF CENTER OF CROSSING, 26 FEET
 EH1132'SOUTHEAST OF CENTER LINE OF ROAD LEADING NORTHEAST, 23 FEET EAST OF
 EH1132'CENTER LINE OF NORTH-SOUTH ROAD, 5 1/2 FEET NORTHEAST OF A POWER POLE,
 EH1132'106 FEET NORTHEAST AND ACROSS NORTH-SOUTH ROAD FROM THE NORTHEAST
 EH1132'CORNER OF CONCRETE FOUNDATION OF A SMALL HOUSE, 4 FEET NORTHEAST OF A
 EH1132'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF TRACK AND SET
 EH1132'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1134 ***********************************************************************
 EH1134  DESIGNATION -  EDEN 2 RESET
 EH1134  PID         -  EH1134
 EH1134  STATE/COUNTY-  AR/MONROE
 EH1134  USGS QUAD   -  BRINKLEY (1971)
 EH1134
 EH1134                         *CURRENT SURVEY CONTROL
 EH1134  ___________________________________________________________________
 EH1134* NAD 83(1997)-  34 52 36.19630(N)    091 13 45.73334(W)     ADJUSTED  
 EH1134* NAVD 88     -        56.127  (meters)     184.14   (feet)  ADJUSTED  
 EH1134  ___________________________________________________________________
 EH1134  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 EH1134  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1134  DYNAMIC HT  -          56.076 (meters)     183.98  (feet)  COMP
 EH1134  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 EH1134
 EH1134  HORZ ORDER  -  FIRST
 EH1134  VERT ORDER  -  FIRST     CLASS II
 EH1134
 EH1134.The horizontal coordinates were established by classical geodetic methods
 EH1134.and adjusted by the National Geodetic Survey in September 1999..
 EH1134
 EH1134.The orthometric height was determined by differential leveling
 EH1134.and adjusted by the National Geodetic Survey in June 1991..
 EH1134
 EH1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1134
 EH1134.The geoid height was determined by GEOID03.
 EH1134
 EH1134.The dynamic height is computed by dividing the NAVD 88
 EH1134.geopotential number by the normal gravity value computed on the
 EH1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1134.degrees latitude (g = 980.6199 gals.).
 EH1134
 EH1134.The modeled gravity was interpolated from observed gravity values.
 EH1134
 EH1134;                    North         East     Units Scale Factor Converg.
 EH1134;SPC AR S     -   645,398.390   470,455.909   MT  1.00002640   +0 25 52.7
 EH1134;SPC AR S     - 2,117,444.55  1,543,487.43   sFT  1.00002640   +0 25 52.7
 EH1134;SPC AR N     -    60,560.643   470,454.814   MT  1.00001161   +0 26 54.3
 EH1134;SPC AR N     -   198,689.38  1,543,483.84   sFT  1.00001161   +0 26 54.3
 EH1134;UTM  15      - 3,860,802.109   661,823.824   MT  0.99992276   +1 00 45.7
 EH1134
 EH1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1134!SPC AR S     -   0.99999541  x   1.00002640  =   1.00002181
 EH1134!SPC AR N     -   0.99999541  x   1.00001161  =   1.00000702
 EH1134!UTM  15      -   0.99999541  x   0.99992276  =   0.99991817
 EH1134
 EH1134:                Primary Azimuth Mark                     Grid Az
 EH1134:SPC AR S     -  BRINKLEY SOUTHERN COMP CO TANK           060 14 10.8
 EH1134:SPC AR N     -  BRINKLEY SOUTHERN COMP CO TANK           060 13 09.2
 EH1134:UTM  15      -  BRINKLEY SOUTHERN COMP CO TANK           059 39 17.8
 EH1134
 EH1134|---------------------------------------------------------------------|
 EH1134| PID    Reference Object                     Distance      Geod. Az  |
 EH1134|                                                           dddmmss.s |
 EH1134| EH2906 BRINKLEY SOUTHERN COMP CO TANK      APPROX. 4.1 KM 0604003.5 |
 EH1134| EH2904 BRINKLEY NEW MUNICIPAL TANK         APPROX. 4.3 KM 0623554.2 |
 EH1134| EH2902 BRINKLEY ARK RICE MILL DRIER        APPROX. 3.9 KM 0694210.7 |
 EH1134| EH2907 BRINKLEY MUNICIPAL TANK             APPROX. 3.6 KM 0722934.0 |
 EH1134| EH1136 EDEN 2 RM 3                          26.842 METERS 08422     |
 EH1134| CY5996 EDEN 2 RM 7                          86.158 METERS 10316     |
 EH1134| EH2901 BRINKLEY RADIO STATION KBJ 60 MAST  APPROX. 7.7 KM 1502932.2 |
 EH1134| CY5994 EDEN 2 RM 5                          17.904 METERS 18359     |
 EH1134| EH1132 EDEN 2 AZ MK                                       2481114.3 |
 EH1134| EH2932 BISCOE MUNICIPAL TANK               APPROX.17.2 KM 2490407.4 |
 EH1134| EH2931 BISCOE RAD STATION KLK 79 MAST      APPROX.17.8 KM 2500038.0 |
 EH1134| EH2935 BISCOE RADIO STA KLK 79 TOWER       APPROX.17.8 KM 2501412.8 |
 EH1134| CY5995 EDEN 2 RM 6                          29.096 METERS 26824     |
 EH1134| EH1137 EDEN 2 RM 4                          24.257 METERS 26908     |
 EH1134| EH1133 EDEN                                 68.666 METERS 27745     |
 EH1134| FF1818 COTTON PLANT E MUNICIPAL TANK       APPROX.14.3 KM 3530402.9 |
 EH1134| EH2903 COTTON PLANT SW VENEER CO TANK      APPROX.13.5 KM 3531047.9 |
 EH1134|---------------------------------------------------------------------|
 EH1134
 EH1134                          SUPERSEDED SURVEY CONTROL
 EH1134
 EH1134  NAD 83(1986)-  34 52 36.20379(N)    091 13 45.73035(W) AD(       ) 1
 EH1134  NAD 27      -  34 52 35.86340(N)    091 13 45.27360(W) AD(       ) 1
 EH1134  NGVD 29 (??/??/??)   56.130  (m)          184.15   (f) ADJUSTED    1 2
 EH1134
 EH1134.Superseded values are not recommended for survey control.
 EH1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1134.See file dsdata.txt to determine how the superseded data were derived.
 EH1134
 EH1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6182460802(NAD 83)
 EH1134_MARKER: DS = TRIANGULATION STATION DISK
 EH1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1134_STAMPING: EDEN 2 1954
 EH1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1134+STABILITY: SURFACE MOTION
 EH1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1134+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1134
 EH1134  HISTORY     - Date     Condition        Report By
 EH1134  HISTORY     - 1964     MONUMENTED       CGS
 EH1134  HISTORY     - 1955     GOOD             CGS
 EH1134  HISTORY     - 1963     GOOD             CGS
 EH1134  HISTORY     - 1965     GOOD             CGS
 EH1134  HISTORY     - 20030422 GOOD             USACE
 EH1134
 EH1134                          STATION DESCRIPTION
 EH1134
 EH1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AKH)
 EH1134'THE STATION WAS VISITED 2-19-64 AND THE STATION SURFACE MARK,
 EH1134'RM. NO. 3 AND NO. 4 WERE FOUND DESTROYED.  THE STATION UNDERGROUND
 EH1134'MARK WAS FOUND IN GOOD CONDITION, A NEW SURFACE MARK WAS
 EH1134'ESTABLISHED (PLUMB BOB METHOD) OVER THE UNDERGROUND MARK AND
 EH1134'REFERENCE MARKS NO. 5 AND NO. 6 WERE ESTABLISHED.  EDEN 1916
 EH1134'WAS FOUND WITH ONLY THE SHNAK OF THE DISK LEFT.  THE CENTER
 EH1134'OF THE SHANK WAS USED IN THIS OBSERVATION, THE DISTANCE TO EDEN
 EH1134'1916 WAS NOT MEASURED.  A NEW DESCRIPTION FOLLOWS-
 EH1134'
 EH1134'THE STATION IS LOCATED 2.3 MILES SOUTHWEST ALONG THE CHICAGO,
 EH1134'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION IN BRINKLEY,
 EH1134'0.3 MILE NORTHEAST OF A ROAD CROSSING, IN AN OPEN FIELD OWNED
 EH1134'BY LEROY SUTHERLAND.  IT IS 50 FEET S. OF THE S. EDGE OF A DITCH
 EH1134'WHICH PARALLELS THE RAILROAD, AT A POINT WHERE THE ROAD
 EH1134'LEAVES THE RAILROAD AND RUNS EAST, 29 FEET NORTH OF THE CENTER
 EH1134'OF THE ROAD, 94 FEET ENE OF A POWER POLE WHERE POWER LINE TURNS
 EH1134'FROM NW TO N., 9 7 FEET E. OF A BRACE POLE, AND 100 FEET SE OF
 EH1134'A TELEPHONE POLE.  IT IS A STANDARD DISK, STAMPED EDEN 2 1954
 EH1134'1964, 12 INCHES BELOW THE SURFACE OF THE GROUND.
 EH1134'
 EH1134'REFERENCE MARK NO. 5 IS 58.77 FEET SSW OF THE STATION, 2 FEET
 EH1134'NE OF A FENCE LINE, 29 FEET SW OF THE CENTER OF A DIRT ROAD, 85
 EH1134'FEET ESE OF A POWER POLE, AND 2 FEET S. OF A METAL WITNESS POST.
 EH1134'IT IS A STANDARD DISK STAMPED EDEN 2 NO 5 1954 1964, PROJECTING
 EH1134'6 INCHES.
 EH1134'
 EH1134'REFERENCE MARK NO. 6 IS 95.46 FEET W. OF THE STATION, 3 FEET
 EH1134'EAST OF A BRACE POLE, 43 FEET NORTH OF A POWER POLE, 24
 EH1134'FEET N. OF THE CENTER OF THE DIRT ROAD, AND 2 FEET NORTH OF A
 EH1134'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED EDEN
 EH1134'2 NO 6 1954 1964, PROJECTING 4 INCHES.
 EH1134'
 EH1134'THE DISTANCE BETWEEN R.M. NO. 5 AND NO. 6 IS 107.0 FEET.
 EH1134'
 EH1134'EDEN 1916 IS 225.28 FEET W. OF THE STATION, 39 FEET NW.
 EH1134'OF TELEPHONE NO. 30.25, 15 FEET S. OF THE S. RAIL OF THE
 EH1134'TRACK, AND 1 FOOT WEST OF THE EAST END OF A HAND CAR SET OFF.
 EH1134'THE MARK IS THE SHANK OF A DISK EMBEDDED IN A CONCRETE POST
 EH1134'ABOUT 20 INCHES BELOW THE GROUND.  NO STAMPING.
 EH1134'
 EH1134'THE AZIMUTH MARK IS 0.3 MILE W. OF THE STATION, 40 FEET SOUTH
 EH1134'OF A T INTERSECTION OF ROADS, 5 FEET EAST OF A POWER POLE, 1
 EH1134'FOOT N. OF A FENCE LINE, 20 FEET E. OF THE CENTER OF A ROAD
 EH1134'LEADING SOUTH, 1 FOOT E. OF A METAL WITNESS POST.  IT IS A
 EH1134'STANDARD DISK STAMPED EDEN 2 1954, PROJECTING 5 INCHES.
 EH1134'
 EH1134'TO REACH FROM JUNCTION OF MAIN AND CYPRESS STREETS IN BRINKLEY,
 EH1134'GO S. FOR 1 BLOCK, TURN RIGHT AND GO WEST 0.95 MILE ON ASH STREET
 EH1134'TO A FORK, TURN RIGHT AND GO NW. FOR 1.35 MILE TO THE STATION ON
 EH1134'THE RIGHT.
 EH1134
 EH1134                          STATION RECOVERY (1955)
 EH1134
 EH1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1134'2.3 MI SW FROM BRINKLEY.
 EH1134'ABOUT 2.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1134'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 0.5 MILE NORTHEAST
 EH1134'OF MILE POST 72, ABOUT 40 YARDS SOUTHEAST AND ACROSS A SEWAGE DITCH
 EH1134'FROM THE TRACK, 27 1/2 FEET NORTH OF CENTER LINE OF A GRAVEL ROAD,
 EH1134'79.6 FEET EAST-NORTHEAST OF RM NO. 4, 88.1 FEET WEST OF RM NO. 3, 6
 EH1134'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 EH1134'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EH1134
 EH1134                          STATION RECOVERY (1963)
 EH1134
 EH1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH1134'STATION, REFERENCE MARKS NO. 6 AND NO. 7, AND THE AZIMUTH MARK WERE
 EH1134'FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 5 HAD THE
 EH1134'CAP MISSING BUT THE SHANK WAS STILL IN THE CONCRETE.  EACH MARK
 EH1134'HAS A WITNESS POST.
 EH1134'
 EH1134'ROUTE DESCRIPTION WAS ADEQUATE.
 EH1134
 EH1134                          STATION RECOVERY (1965)
 EH1134
 EH1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH1134'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EH1134'THE DISTANCE AND DIRECTION TO REFERENCE MARK 6 CHECKED.  THE
 EH1134'DIRECTION TO REFERENCE MARK 5 CHECKED BUT THE DISTANCE WAS FOUND
 EH1134'TO BE .03 OF A FOOT SHORTER THAN THE ORIGINAL MEASUREMENT.
 EH1134'THE DIRECTION TO EDEN 1916 CHECKED BUT THE DISTANCE IS .14 OF
 EH1134'A FOOT SHORTER THAN THE PREVIOUS MEASUREMENT.  THE DIRECTION TO
 EH1134'THE AZIMUTH MARK DID NOT CHECK BY 15.2 SECONDS HIGHER VALUE
 EH1134'THAN THE PREVIOUS DIRECTION AND THE DISTANCE IS 0.2 MILE
 EH1134'SOUTHWEST OF THE STATION INSTEAD OF 0.3 AS MENTIONED IN THE OLD
 EH1134'DESCRIPTION.
 EH1134'
 EH1134'REFERENCE MARK NO. 5 WILL BE DESTROYED AT THE REQUEST OF THE
 EH1134'HIGHWAY DEPARTMENT TO ALLOW THE ROAD TO BE WIDENED.  REFERENCE
 EH1134'MARK 7 WAS ESTABLISHED AT THIS TIME AND ITS DESCRIPTION
 EH1134'FOLLOWS.  THE MARK IS A STANDARD DISK STAMPED EDEN 2 NO 7 1954
 EH1134'1964, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 EH1134'INCHES.  IT IS 1 FOOT WEST OF A POWER POLE, 1.5 FEET NORTH OF A
 EH1134'METAL WITNESS POST AND 27 FEET NORTH OF THE CENTER OF A
 EH1134'GRAVELED ROAD.
 EH1134'
 EH1134'MARK IS 0.2 MILE SOUTHWEST OF THE STATION INSTEAD OF 0.3 MILE.
 EH1134'
 EH1134'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH1134
 EH1134                          STATION RECOVERY (2003)
 EH1134
 EH1134'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1136 ***********************************************************************
 EH1136  DESIGNATION -  EDEN 2 RM 3
 EH1136  PID         -  EH1136
 EH1136  STATE/COUNTY-  AR/MONROE
 EH1136  USGS QUAD   -  BRINKLEY (1971)
 EH1136
 EH1136                         *CURRENT SURVEY CONTROL
 EH1136  ___________________________________________________________________
 EH1136* NAD 83(1986)-  34 52 35.     (N)    091 13 44.     (W)     SCALED    
 EH1136* NAVD 88     -        55.956  (meters)     183.58   (feet)  ADJUSTED  
 EH1136  ___________________________________________________________________
 EH1136  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1136  DYNAMIC HT  -          55.904 (meters)     183.41  (feet)  COMP
 EH1136  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 EH1136
 EH1136  VERT ORDER  -  FIRST     CLASS II
 EH1136
 EH1136.The horizontal coordinates were scaled from a topographic map and have
 EH1136.an estimated accuracy of +/- 6 seconds.
 EH1136
 EH1136.The orthometric height was determined by differential leveling
 EH1136.and adjusted by the National Geodetic Survey in June 1991..
 EH1136
 EH1136.The geoid height was determined by GEOID03.
 EH1136
 EH1136.The dynamic height is computed by dividing the NAVD 88
 EH1136.geopotential number by the normal gravity value computed on the
 EH1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1136.degrees latitude (g = 980.6199 gals.).
 EH1136
 EH1136.The modeled gravity was interpolated from observed gravity values.
 EH1136
 EH1136;                    North         East    Units  Estimated Accuracy
 EH1136;SPC AR S     -   645,360.      470,500.      MT  (+/- 180 meters Scaled)
 EH1136
 EH1136                          SUPERSEDED SURVEY CONTROL
 EH1136
 EH1136  NGVD 29 (??/??/??)   55.958  (m)          183.59   (f) ADJUSTED    1 2
 EH1136
 EH1136.Superseded values are not recommended for survey control.
 EH1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1136.See file dsdata.txt to determine how the superseded data were derived.
 EH1136
 EH1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU618607(NAD 83)
 EH1136_MARKER: DR = REFERENCE MARK DISK
 EH1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1136_STAMPING: EDEN 2 NO 3 1954
 EH1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1136+STABILITY: SURFACE MOTION
 EH1136
 EH1136  HISTORY     - Date     Condition        Report By
 EH1136  HISTORY     - 1954     MONUMENTED       CGS
 EH1136  HISTORY     - 1955     GOOD             CGS
 EH1136
 EH1136                          STATION DESCRIPTION
 EH1136
 EH1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1136'2.3 MI SW FROM BRINKLEY.
 EH1136'ABOUT 2.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1136'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 0.5 MILE NORTHEAST
 EH1136'OF MILE POLE 72, ABOUT 35 YARDS SOUTHEAST AND ACROSS A SEWAGE DITCH
 EH1136'FROM THE TRACK, 60 FEET NORTH OF CENTER LINE OF A GRAVEL ROAD, 88.1
 EH1136'FEET EAST OF STATION MARK, 167 1/2 FEET EAST-NORTHEAST OF RM NO. 4,
 EH1136'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1136'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1137 ***********************************************************************
 EH1137  DESIGNATION -  EDEN 2 RM 4
 EH1137  PID         -  EH1137
 EH1137  STATE/COUNTY-  AR/MONROE
 EH1137  USGS QUAD   -  BRINKLEY (1971)
 EH1137
 EH1137                         *CURRENT SURVEY CONTROL
 EH1137  ___________________________________________________________________
 EH1137* NAD 83(1986)-  34 52 35.     (N)    091 13 45.     (W)     SCALED    
 EH1137* NAVD 88     -        56.351  (meters)     184.88   (feet)  ADJUSTED  
 EH1137  ___________________________________________________________________
 EH1137  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1137  DYNAMIC HT  -          56.299 (meters)     184.71  (feet)  COMP
 EH1137  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 EH1137
 EH1137  VERT ORDER  -  FIRST     CLASS II
 EH1137
 EH1137.The horizontal coordinates were scaled from a topographic map and have
 EH1137.an estimated accuracy of +/- 6 seconds.
 EH1137
 EH1137.The orthometric height was determined by differential leveling
 EH1137.and adjusted by the National Geodetic Survey in June 1991..
 EH1137
 EH1137.The geoid height was determined by GEOID03.
 EH1137
 EH1137.The dynamic height is computed by dividing the NAVD 88
 EH1137.geopotential number by the normal gravity value computed on the
 EH1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1137.degrees latitude (g = 980.6199 gals.).
 EH1137
 EH1137.The modeled gravity was interpolated from observed gravity values.
 EH1137
 EH1137;                    North         East    Units  Estimated Accuracy
 EH1137;SPC AR S     -   645,360.      470,480.      MT  (+/- 180 meters Scaled)
 EH1137
 EH1137                          SUPERSEDED SURVEY CONTROL
 EH1137
 EH1137  NGVD 29 (??/??/??)   56.353  (m)          184.88   (f) ADJUSTED    1 2
 EH1137
 EH1137.Superseded values are not recommended for survey control.
 EH1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1137.See file dsdata.txt to determine how the superseded data were derived.
 EH1137
 EH1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU618607(NAD 83)
 EH1137_MARKER: DR = REFERENCE MARK DISK
 EH1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1137_STAMPING: EDEN 2 NO 4 1954
 EH1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1137+STABILITY: SURFACE MOTION
 EH1137
 EH1137  HISTORY     - Date     Condition        Report By
 EH1137  HISTORY     - 1954     MONUMENTED       CGS
 EH1137  HISTORY     - 1955     GOOD             CGS
 EH1137
 EH1137                          STATION DESCRIPTION
 EH1137
 EH1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1137'2.3 MI SW FROM BRINKLEY.
 EH1137'ABOUT 2.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1137'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 0.5 MILE NORTHEAST
 EH1137'OF MILE POLE 72, ABOUT 315 YARDS NORTH OF CROSSING OF A NORTH-SOUTH
 EH1137'GRAVEL ROAD, ABOUT 35 YARDS SOUTHEAST AND ACROSS A SEWAGE DITCH FROM
 EH1137'THE TRACK, 21 1/2 FEET NORTHWEST OF CENTER LINE OF A GRAVEL ROAD
 EH1137'PARALLELING THE TRACK, 79.6 FEET WEST-SOUTHWEST OF STATION MARK, 167
 EH1137'1/2 FEET WEST-SOUTHWEST RM NO. 3, 18 FEET EAST-NORTHEAST OF A POWER
 EH1137'LINE BRACE POLE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 EH1137'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1135 ***********************************************************************
 EH1135  DESIGNATION -  EDEN RM 1
 EH1135  PID         -  EH1135
 EH1135  STATE/COUNTY-  AR/MONROE
 EH1135  USGS QUAD   -  BRINKLEY (1971)
 EH1135
 EH1135                         *CURRENT SURVEY CONTROL
 EH1135  ___________________________________________________________________
 EH1135* NAD 83(1986)-  34 52 36.     (N)    091 13 45.     (W)     SCALED    
 EH1135* NAVD 88     -        57.077  (meters)     187.26   (feet)  ADJUSTED  
 EH1135  ___________________________________________________________________
 EH1135  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1135  DYNAMIC HT  -          57.024 (meters)     187.09  (feet)  COMP
 EH1135  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 EH1135
 EH1135  VERT ORDER  -  FIRST     CLASS II
 EH1135
 EH1135.The horizontal coordinates were scaled from a topographic map and have
 EH1135.an estimated accuracy of +/- 6 seconds.
 EH1135
 EH1135.The orthometric height was determined by differential leveling
 EH1135.and adjusted by the National Geodetic Survey in June 1991..
 EH1135.WARNING-Repeat measurements at this control monument indicate possible
 EH1135.vertical movement.
 EH1135
 EH1135.The geoid height was determined by GEOID03.
 EH1135
 EH1135.The dynamic height is computed by dividing the NAVD 88
 EH1135.geopotential number by the normal gravity value computed on the
 EH1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1135.degrees latitude (g = 980.6199 gals.).
 EH1135
 EH1135.The modeled gravity was interpolated from observed gravity values.
 EH1135
 EH1135;                    North         East    Units  Estimated Accuracy
 EH1135;SPC AR S     -   645,390.      470,480.      MT  (+/- 180 meters Scaled)
 EH1135
 EH1135                          SUPERSEDED SURVEY CONTROL
 EH1135
 EH1135  NGVD 29 (??/??/??)   57.079  (m)          187.27   (f) ADJUSTED    1 2
 EH1135
 EH1135.Superseded values are not recommended for survey control.
 EH1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1135.See file dsdata.txt to determine how the superseded data were derived.
 EH1135
 EH1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU618607(NAD 83)
 EH1135_MARKER: DR = REFERENCE MARK DISK
 EH1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1135_STAMPING: EDEN RM 1 1916 1920 BM
 EH1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1135+STABILITY: SURFACE MOTION
 EH1135
 EH1135  HISTORY     - Date     Condition        Report By
 EH1135  HISTORY     - 1916     MONUMENTED       CGS
 EH1135  HISTORY     - 1955     GOOD             CGS
 EH1135
 EH1135                          STATION DESCRIPTION
 EH1135
 EH1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1135'2.3 MI SW FROM BRINKLEY.
 EH1135'ABOUT 2.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1135'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 0.5 MILE NORTHEAST
 EH1135'OF MILE POLE 72, 282 YARDS NORTHEAST OF A NORTH-SOUTH GRAVEL ROAD
 EH1135'CROSSING, 44 FEET NORTHWEST OF NORTHWEST RAIL, 93 FEET WEST-SNORTHWEST
 EH1135'AND ACROSS TRACK FROM TELEPHONE POLE NO. 3025, AT RIGHT ANGLE ACROSS
 EH1135'TRACK FROM A HAND CAR SET OFF, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 EH1135'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1257 ***********************************************************************
 DL1257  DESIGNATION -  EDINBURG
 DL1257  PID         -  DL1257
 DL1257  STATE/COUNTY-  AR/CLEVELAND
 DL1257  USGS QUAD   -  NEW EDINBURG (1982)
 DL1257
 DL1257                         *CURRENT SURVEY CONTROL
 DL1257  ___________________________________________________________________
 DL1257* NAD 83(1997)-  33 45 42.63022(N)    092 14 26.14474(W)     ADJUSTED  
 DL1257* NAVD 88     -        93.42   (+/-2cm)     306.5    (feet)  VERTCON   
 DL1257  ___________________________________________________________________
 DL1257  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DL1257  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DL1257
 DL1257  HORZ ORDER  -  SECOND
 DL1257  VERT ORDER  -  THIRD ? (See Below)
 DL1257
 DL1257.The horizontal coordinates were established by classical geodetic methods
 DL1257.and adjusted by the National Geodetic Survey in September 1999..
 DL1257
 DL1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1257.The vertical order pertains to the NGVD 29 superseded value.
 DL1257
 DL1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1257
 DL1257.The geoid height was determined by GEOID03.
 DL1257
 DL1257;                    North         East     Units Scale Factor Converg.
 DL1257;SPC AR S     -   521,494.450   377,712.360   MT  0.99992972   -0 08 04.8
 DL1257;SPC AR S     - 1,710,936.37  1,239,211.30   sFT  0.99992972   -0 08 04.8
 DL1257;UTM  15      - 3,736,008.984   570,325.236   MT  0.99966097   +0 25 19.4
 DL1257
 DL1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1257!SPC AR S     -   0.99998941  x   0.99992972  =   0.99991913
 DL1257!UTM  15      -   0.99998941  x   0.99966097  =   0.99965039
 DL1257
 DL1257|---------------------------------------------------------------------|
 DL1257| PID    Reference Object                     Distance      Geod. Az  |
 DL1257|                                                           dddmmss.s |
 DL1257| CY5997 EDINBURG RM 1                        28.003 METERS 03617     |
 DL1257| CY5999 EDINBURG RM 3                                      2554136.0 |
 DL1257| CY5998 EDINBURG RM 2                        25.838 METERS 27642     |
 DL1257| DL1287 MORO                                APPROX. 7.4 KM 3314202.5 |
 DL1257|---------------------------------------------------------------------|
 DL1257
 DL1257                          SUPERSEDED SURVEY CONTROL
 DL1257
 DL1257  NAD 83(1986)-  33 45 42.64071(N)    092 14 26.13787(W) AD(       ) 2
 DL1257  NAD 27      -  33 45 42.26248(N)    092 14 25.61361(W) AD(       ) 2
 DL1257  NGVD 29 (07/19/86)   93.48   (m)          306.7    (f) LEVELING    3  
 DL1257
 DL1257.Superseded values are not recommended for survey control.
 DL1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1257.See file dsdata.txt to determine how the superseded data were derived.
 DL1257
 DL1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7032536009(NAD 83)
 DL1257_MARKER: DS = TRIANGULATION STATION DISK
 DL1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1257
 DL1257  HISTORY     - Date     Condition        Report By
 DL1257  HISTORY     - 1964     MONUMENTED       CGS
 DL1257
 DL1257                          STATION DESCRIPTION
 DL1257
 DL1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1257'THE STATION IS NEAR THE NORTHWEST EDGE OF NEW EDINBURG, 0.15
 DL1257'MILE WEST OF THE NEW EDINBURG SCHOOL, IN THE NORTHEAST 1/4
 DL1257'OF SECTION 16, T 11 S, R 11 W. AND ON THE PROPERTY OF MRS.
 DL1257'GUSSIE ATTWOOD.  IT IS 4 FEET NORTHWEST OF A WITNESS POST,
 DL1257'67 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED RAOD AND 69
 DL1257'FEET EAST OF A POWER POLE.  THE MONUMENT PROJECTS 1 INCH AND
 DL1257'THE DISK IS STAMPED EDINBURG 1964.
 DL1257'
 DL1257'TO REACH FROM THE POST OFFICE IN NEW EDINBURG, GO NORTHWEST
 DL1257'ON STATE HIGHWAY 8 FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN
 DL1257'RIGHT AND GO NORTHEAST ON A GRAVELED ROAD FOR 173 FEET
 DL1257'TO REFERENCE MARK 3 ON THE LEFT.  CONTINUE NORTHEAST ON THE
 DL1257'GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DL1257'
 DL1257'REFERENCE MARK 1 IS 23 FEET SOUTHEAST OF THE CENTERLINE
 DL1257'OF THE GRAVELED ROAD, 53 FEET SOUTHWEST OF A POWER POLE AND
 DL1257'94 FEET NORTHEAST OF THE WITNESS POST.  THE MONUMENT IS FLUSH
 DL1257'AND THE DISK IS STAMPED EDINBURG NO 1 1964.
 DL1257'
 DL1257'REFERENCE MARK 2 IS 20 FEET SOUTHWEST OF A POWER POLE, 24
 DL1257'FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 87
 DL1257'FEET WEST OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND
 DL1257'THE DISK IS STAMPED EDINBURG NO 2 1964.
 DL1257'
 DL1257'REFERENCE MARK 3 IS 1 FOOT NORTHEAST OF A FENCE CORNER AND A
 DL1257'WITNESS SIGN, 19 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED
 DL1257'ROAD, 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE
 DL1257'AND 173 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 8.
 DL1257'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EDINBURG NO 3 1964.
 DL1257'
 DL1257'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0224 ***********************************************************************
 FF0224  DESIGNATION -  EDMONDSON
 FF0224  PID         -  FF0224
 FF0224  STATE/COUNTY-  AR/CRITTENDEN
 FF0224  USGS QUAD   -  EDMONDSON (1981)
 FF0224
 FF0224                         *CURRENT SURVEY CONTROL
 FF0224  ___________________________________________________________________
 FF0224* NAD 83(1997)-  35 06 24.50687(N)    090 18 40.40500(W)     ADJUSTED  
 FF0224* NAVD 88     -        63.954  (meters)     209.82   (feet)  ADJUSTED  
 FF0224  ___________________________________________________________________
 FF0224  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FF0224  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF0224  DYNAMIC HT  -          63.897 (meters)     209.64  (feet)  COMP
 FF0224  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0224
 FF0224  HORZ ORDER  -  FIRST
 FF0224  VERT ORDER  -  FIRST     CLASS II
 FF0224
 FF0224.The horizontal coordinates were established by classical geodetic methods
 FF0224.and adjusted by the National Geodetic Survey in September 1999..
 FF0224
 FF0224.The orthometric height was determined by differential leveling
 FF0224.and adjusted by the National Geodetic Survey in June 1991..
 FF0224
 FF0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0224
 FF0224.The geoid height was determined by GEOID03.
 FF0224
 FF0224.The dynamic height is computed by dividing the NAVD 88
 FF0224.geopotential number by the normal gravity value computed on the
 FF0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0224.degrees latitude (g = 980.6199 gals.).
 FF0224
 FF0224.The modeled gravity was interpolated from observed gravity values.
 FF0224
 FF0224;                    North         East     Units Scale Factor Converg.
 FF0224;SPC AR N     -    87,130.814   553,952.612   MT  0.99997043   +0 58 57.7
 FF0224;SPC AR N     -   285,861.68  1,817,426.19   sFT  0.99997043   +0 58 57.7
 FF0224;SPC TN       -    94,474.087   207,064.341   MT  1.00002836   -2 31 26.3
 FF0224;SPC TN       -   309,953.73    679,343.59   sFT  1.00002836   -2 31 26.3
 FF0224;UTM  15      - 3,888,196.124   745,066.750   MT  1.00034023   +1 32 49.5
 FF0224
 FF0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0224!SPC AR N     -   0.99999423  x   0.99997043  =   0.99996466
 FF0224!SPC TN       -   0.99999423  x   1.00002836  =   1.00002259
 FF0224!UTM  15      -   0.99999423  x   1.00034023  =   1.00033446
 FF0224
 FF0224|---------------------------------------------------------------------|
 FF0224| PID    Reference Object                     Distance      Geod. Az  |
 FF0224|                                                           dddmmss.s |
 FF0224| CI4361 EDMONDSON RM                          6.002 METERS 16733     |
 FF0224| FF0216 PROCTOR RESET                       APPROX. 4.3 KM 2564757.6 |
 FF0224|---------------------------------------------------------------------|
 FF0224
 FF0224                          SUPERSEDED SURVEY CONTROL
 FF0224
 FF0224  NAD 83(1997)-  35 06 24.50793(N)    090 18 40.40497(W) AD(       ) 1
 FF0224  NAD 83(1997)-  35 06 24.51136(N)    090 18 40.40536(W) AD(       ) 1
 FF0224  NAD 83(1997)-  35 06 24.51677(N)    090 18 40.40629(W) AD(       ) 1
 FF0224  NAD 83(1986)-  35 06 24.51708(N)    090 18 40.40584(W) AD(       ) 1
 FF0224  NAD 27      -  35 06 24.18740(N)    090 18 40.05540(W) AD(       ) 1
 FF0224  NGVD 29 (??/??/??)   63.931  (m)          209.75   (f) ADJUSTED    1 2
 FF0224
 FF0224.Superseded values are not recommended for survey control.
 FF0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0224.See file dsdata.txt to determine how the superseded data were derived.
 FF0224
 FF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4506788196(NAD 83)
 FF0224_MARKER: DS = TRIANGULATION STATION DISK
 FF0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0224_SP_SET: CONCRETE BASE
 FF0224_STAMPING: EDMONDSON 1916
 FF0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0224
 FF0224  HISTORY     - Date     Condition        Report By
 FF0224  HISTORY     - 1916     MONUMENTED       CGS
 FF0224  HISTORY     - 1920     GOOD             CGS
 FF0224  HISTORY     - 1928     GOOD             CGS
 FF0224  HISTORY     - 1935     GOOD             CGS
 FF0224  HISTORY     - 1943     MARK NOT FOUND   USE
 FF0224  HISTORY     - 1954     SEE DESCRIPTION  CGS
 FF0224  HISTORY     - 1956     GOOD             CGS
 FF0224
 FF0224                          STATION DESCRIPTION
 FF0224
 FF0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF0224'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF0224'RAILWAY, AT EDMONDSON RAILWAY STATION, 42.05 METERS (138.0 FEET)
 FF0224'W OF NW CORNER OF DEPOT, 47.84 METERS (157.0 FEET W OF SEMAPHORE
 FF0224'POLE, AND 2.96 METERS (9.7 FEET) S OF S RAIL OF MAIN TRACK.
 FF0224'
 FF0224'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A LARGE
 FF0224'CONCRETE BLOCK WHICH ONCE FORMED N FOUNDATION PIER OF RAILWAY
 FF0224'WATER TANK.  MARK IS 12 CENTIMETERS FROM S EDGE AND 24 CENTIMETERS
 FF0224'FROM W EDGE OF CONCRETE BLOCK.
 FF0224'
 FF0224'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CENTER OF SQUARE
 FF0224'BLOCK OF CONCRETE WHICH FORMED THE SW FOUNDATION PIER OF SAME
 FF0224'TANK, 8.96 METERS (29.4 FEET) S OF S RAIL OF MAIN TRACK, AND
 FF0224'6.002 METERS (19.69 FEET) FROM STATION, S 12 DEG 27 MIN E.
 FF0224
 FF0224                          STATION RECOVERY (1920)
 FF0224
 FF0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FF0224'IN 1920 REFERENCE MARK WAS RECOVERED AND STAMPED WITH NAME
 FF0224'AND DATES 1916, 1920.  STATION WAS REPORTED BURIED UNDER FILL.
 FF0224
 FF0224                          STATION RECOVERY (1928)
 FF0224
 FF0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 FF0224'IN 1928 STATION AND REFERENCE MARK WERE BOTH RECOVERED.  STATION
 FF0224'MARK IS ABOUT 1 FOOT UNDERGROUND.
 FF0224'
 FF0224'ELEVATION OF STATION IS 63.929 METERS (209.740 FEET), OF
 FF0224'REFERENCE MARK, 62.548 METERS (205.210 FEET).
 FF0224
 FF0224                          STATION RECOVERY (1935)
 FF0224
 FF0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0224'STATION AND REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED IN
 FF0224'GOOD CONDITION.
 FF0224'
 FF0224'REFERENCE MARK NO. 2 (1935), A STANDARD BRONZE DISK SET IN
 FF0224'A 14- BY 14- BY 30-INCH CONCRETE PIER IS AT GROUND SURFACE,
 FF0224'25.08 METERS (82.28 FEET) FROM STATION, S 76 DEG 40 MIN 21.2 SEC W,
 FF0224'203 FEET W OF A TALL STEEL SIGNAL POLE IN
 FF0224'FRONT OF RAILROAD STATION, N 77 DEG 38 MIN 30 SEC E,
 FF0224'2.93 METERS (9.63 FEET) S OF S RAIL OF MAIN TRACK, 12.75 METERS
 FF0224'(41.83 FEET) FROM 9TH TELEGRAPH POLE W OF MILEPOST 16, 200.7
 FF0224'FEET E OF SWITCH ARM ROD ON N SIDE OF TRACK.
 FF0224'
 FF0224'DISTANCE TO REFERENCE MARK NO. 1 25.720 METERS (84.46 FEET),
 FF0224'S 89 DEG 41 MIN 45 SEC E.
 FF0224
 FF0224                          STATION RECOVERY (1943)
 FF0224
 FF0224'RECOVERY NOTE BY US ENGINEERS 1943 (MEG)
 FF0224'COPY OF REPORT ON BENCH MARK BY MARVIN E. GREER OF U.S.
 FF0224'ENGINEER OFFICE, MEMPHIS, TENN.-
 FF0224'
 FF0224'RAILROAD FILL HAS BEEN ENLARGED AND THE N FOOTINGS OF OLD
 FF0224'WATER TANK COVERED UP BY FILL.  THIS MARK IS PROBABLY STILL
 FF0224'IN, BUT IS ABOUT 6 FEET UNDERGROUND, IF THE FOOTINGS WERE NOT
 FF0224'TORN OUT AT TIME OF ENLARGEMENT.
 FF0224'
 FF0224'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 FF0224
 FF0224                          STATION RECOVERY (1954)
 FF0224
 FF0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0224'STATION MARK, REFERENCE MARK NO. 1 AND
 FF0224'REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FF0224'EDMONDSON 2 WAS ESTABLISHED BECAUSE IT WAS IMPOSSIBLE TO
 FF0224'BUILD OVER EDMONDSON 1916 DUE TO ITS NEARNESS TO THE RAILROAD.
 FF0224'
 FF0224'SEE EDMONDSON 2 DESCRIPTION.
 FF0224
 FF0224                          STATION RECOVERY (1956)
 FF0224
 FF0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0224'AT EDMONDSON.
 FF0224'AT EDMONDSON, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0224'RAILROAD, 9.6 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK,
 FF0224'96 FEET WEST-SOUTHWEST OF CENTER OF CROSSING OF A NORTH-SOUTH
 FF0224'GRAVEL ROAD AND MAIN TRACK, 82.3 FEET EAST-NORTHEAST OF RM NO.
 FF0224'2, 20 FEET NORTH-NORTHWEST OF RM NO. 1, 29 FEET NORTHWEST OF
 FF0224'TELEPHONE POLE NO. 16/08, 33 FEET NORTHWEST OF A POWER LINE
 FF0224'POLE ON A LINE WHICH CROSSES THE TRACK, IN THE TOP OF A CONCRETE
 FF0224'BASE OF AN ABANDONED WATER TANK, 4 INCHES NORTH-NORTHWEST OF
 FF0224'SOUTH-SOUTHEAST EDGE OF BASE AND 14 INCHES UNDER FILL OF
 FF0224'TRACK, AND ABOUT 2 1/2 FEET BELOW TOP OF RAIL.  NOTE-- STAMPED
 FF0224'BY THIS PARTY IN 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0221 ***********************************************************************
 FF0221  DESIGNATION -  EDMONDSON 2
 FF0221  PID         -  FF0221
 FF0221  STATE/COUNTY-  AR/CRITTENDEN
 FF0221  USGS QUAD   -  EDMONDSON (1981)
 FF0221
 FF0221                         *CURRENT SURVEY CONTROL
 FF0221  ___________________________________________________________________
 FF0221* NAD 83(1997)-  35 06 23.68226(N)    090 18 41.33894(W)     ADJUSTED  
 FF0221* NAVD 88     -        61.738  (meters)     202.55   (feet)  ADJUSTED  
 FF0221  ___________________________________________________________________
 FF0221  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FF0221  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF0221  DYNAMIC HT  -          61.683 (meters)     202.37  (feet)  COMP
 FF0221  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0221
 FF0221  HORZ ORDER  -  SECOND
 FF0221  VERT ORDER  -  FIRST     CLASS II
 FF0221
 FF0221.The horizontal coordinates were established by classical geodetic methods
 FF0221.and adjusted by the National Geodetic Survey in September 1999..
 FF0221
 FF0221.The orthometric height was determined by differential leveling
 FF0221.and adjusted by the National Geodetic Survey in June 1991..
 FF0221
 FF0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0221
 FF0221.The geoid height was determined by GEOID03.
 FF0221
 FF0221.The dynamic height is computed by dividing the NAVD 88
 FF0221.geopotential number by the normal gravity value computed on the
 FF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0221.degrees latitude (g = 980.6199 gals.).
 FF0221
 FF0221.The modeled gravity was interpolated from observed gravity values.
 FF0221
 FF0221;                    North         East     Units Scale Factor Converg.
 FF0221;SPC AR N     -    87,105.001   553,929.400   MT  0.99997046   +0 58 57.2
 FF0221;SPC AR N     -   285,776.99  1,817,350.04   sFT  0.99997046   +0 58 57.2
 FF0221;SPC TN       -    94,449.740   207,039.592   MT  1.00002841   -2 31 26.8
 FF0221;SPC TN       -   309,873.86    679,262.39   sFT  1.00002841   -2 31 26.8
 FF0221;UTM  15      - 3,888,170.074   745,043.785   MT  1.00034009   +1 32 49.0
 FF0221
 FF0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0221!SPC AR N     -   0.99999458  x   0.99997046  =   0.99996504
 FF0221!SPC TN       -   0.99999458  x   1.00002841  =   1.00002299
 FF0221!UTM  15      -   0.99999458  x   1.00034009  =   1.00033466
 FF0221
 FF0221|---------------------------------------------------------------------|
 FF0221| PID    Reference Object                     Distance      Geod. Az  |
 FF0221|                                                           dddmmss.s |
 FF0221| FF0224 EDMONDSON                            34.716 METERS 04257     |
 FF0221| FF0222 EDMONDSON RM 1                       31.653 METERS 05159     |
 FF0221| FF2037 WEST MEMPHIS N MUNICIPAL TANK       APPROX.12.6 KM 0634341.0 |
 FF0221| FF2035 W MEMPHIS COTTON OIL MILL TK        APPROX.12.8 KM 0643944.9 |
 FF0221| FF2038 WEST MEMPHIS S MUNICIPAL TANK       APPROX.12.5 KM 0694426.5 |
 FF0221| FF2036 WEST MEMPHIS FED TANK               APPROX.12.9 KM 0700336.8 |
 FF0221| FF2034 W MEMPHIS PLANTERS COMPRESS TK      APPROX.11.9 KM 0755824.8 |
 FF0221| FF1968 RADIO STATION KWEM MAST             APPROX.20.1 KM 0812124.3 |
 FF0221| FF1970 US ENGINEERS RADIO MAST             APPROX.19.8 KM 0814544.5 |
 FF0221| FF2000 MEMPHIS TVA STEAM PLANT N STK       APPROX.23.9 KM 0843726.1 |
 FF0221| FF2013 MEMPHIS INTL HARVESTER TANK         APPROX.21.9 KM 0885511.5 |
 FF0221| CI4362 EDMONDSON 2 AZ MK                                  1643359.2 |
 FF0221| FF0220 EDMONDSON 2 RM 3                     53.779 METERS 27040     |
 FF0221| FF0223 EDMONDSON RM 2                       19.574 METERS 35746     |
 FF0221|---------------------------------------------------------------------|
 FF0221
 FF0221                          SUPERSEDED SURVEY CONTROL
 FF0221
 FF0221  NAD 83(1997)-  35 06 23.68332(N)    090 18 41.33891(W) AD(       ) 2
 FF0221  NAD 83(1997)-  35 06 23.68675(N)    090 18 41.33930(W) AD(       ) 2
 FF0221  NAD 83(1997)-  35 06 23.69215(N)    090 18 41.34023(W) AD(       ) 2
 FF0221  NAD 83(1986)-  35 06 23.69251(N)    090 18 41.33972(W) AD(       ) 2
 FF0221  NAD 27      -  35 06 23.36280(N)    090 18 40.98930(W) AD(       ) 2
 FF0221  NGVD 29 (??/??/??)   61.715  (m)          202.48   (f) ADJUSTED    1 2
 FF0221
 FF0221.Superseded values are not recommended for survey control.
 FF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0221.See file dsdata.txt to determine how the superseded data were derived.
 FF0221
 FF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4504488170(NAD 83)
 FF0221_MARKER: DS = TRIANGULATION STATION DISK
 FF0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0221_STAMPING: EDMONDSON 2 1954
 FF0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0221+STABILITY: SURFACE MOTION
 FF0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0221+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF0221
 FF0221  HISTORY     - Date     Condition        Report By
 FF0221  HISTORY     - 1954     MONUMENTED       CGS
 FF0221  HISTORY     - 1956     GOOD             CGS
 FF0221  HISTORY     - 1956     GOOD             CGS
 FF0221  HISTORY     - 20030326 GOOD             USACE
 FF0221
 FF0221                          STATION DESCRIPTION
 FF0221
 FF0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0221'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WEST
 FF0221'MEMPHIS, ABOUT 3.5 MILES SOUTH OF U.S. HIGHWAY 70 AND 1.0 MILE
 FF0221'WEST OF U.S. HIGWAY 79 IN THE VILLAGE OF EDMONDSON.  THE STATION
 FF0221'MARK IS 175 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 74 FEET
 FF0221'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS AND 33 FEET
 FF0221'NORTH OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 6 INCHES
 FF0221'AND IS STAMPED EDMONDSON 2 1954.
 FF0221'
 FF0221'EDMONDSON 1916 SUB-SURFACE STATION MARK IS A STANDARD STATION
 FF0221'MARK DISK WHICH IS 95 FEET WEST OF THE CENTER OF THE GRAVELED
 FF0221'ROAD AND 9-1/2 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 FF0221'TRACKS.  THE DISK IS NOT STAMPED AND IT IS ABOUT 12 INCHES
 FF0221'BELOW THE SURFACE OF THE GROUND.
 FF0221'
 FF0221'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 FF0221'BLOCK OF CONCRETE THAT IS ABOUT 30 INCHES SQUARE AT THE TOP.
 FF0221'IT IS 93 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 FF0221'AND 30 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS.
 FF0221'THE BLOCK OF CONCRETE PROJECTS 12 INCHES AND THE DISK IS STAMPED
 FF0221'EDMONDSON R M 1 1916 1920.
 FF0221'
 FF0221'REFERENCE MARK NO. 2 IS 177 FEET WEST OF THE CENTER OF THE
 FF0221'GRAVELED ROAD, 97 FEET NORTH OF THE CENTER OF THE TRACK ROAD
 FF0221'AND 10 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS.
 FF0221'IT IS STAMPED EDMONDSON R M 2 1916 1920 AND IT IS ABOUT 4
 FF0221'INCHES BELOW THE SURFACE.
 FF0221'
 FF0221'REFERENCE MARK NO. 3 IS 80 FEET NORTH OF THE CENTER OF THE
 FF0221'TRACK ROAD, 29 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 FF0221'TRACKS AND 1 FOOT SOUTH OF A TELEPHONE POLE.  IT PROJECTS
 FF0221'5 INCHES AND IS STAMPED EDMONDSON 2 NO 3 1954.
 FF0221'
 FF0221'THE AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF A GRAVELED
 FF0221'ROAD, 10 FEET EAST OF A HIGH LINE POLE AND 9 FEET NORTHEAST
 FF0221'OF A FENCE CORNER.  IT PROJECTS 6 INCHES AND IS STAMPED EDMONDSON
 FF0221'2 1954.
 FF0221'
 FF0221'TO REACH THE STATION FROM THE POST OFFICE IN EDMONDSON GO
 FF0221'WEST FOR 0.1 MILE TO THE STATION AND REFERENCE MARKS ON THE
 FF0221'RIGHT AS DESCRIBED.
 FF0221'
 FF0221'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 FF0221'GRAVELED ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT
 FF0221'AND GO EAST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FF0221'
 FF0221'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF0221
 FF0221                          STATION RECOVERY (1956)
 FF0221
 FF0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0221'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3, EDMONDSON 1916
 FF0221'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  EDMONDSON
 FF0221'1916 STATION MARK WHICH IS SET IN ABANDONED BASE OF FORMER WATER
 FF0221'TOWER WAS STAMPED AS FOLLOWS EDMONDSON 1916.
 FF0221
 FF0221                          STATION RECOVERY (1956)
 FF0221
 FF0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0221'AT EDMONDSON.
 FF0221'AT EDMONDSON, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0221'RAILROAD, 73 1/2 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN
 FF0221'TRACK, 205 FEET SOUTHWEST OF CENTER OF CROSSING OF NORTH-SOUTH
 FF0221'GRAVEL ROAD, 50 FEET SOUTHEAST OF MILEAGE POLE NO. 16/9, 103.8
 FF0221'FEET SOUTHWEST OF RM NO. 1, 64.2 FEET SOUTH OF RM NO. 2, 176.4
 FF0221'FEET EAST OF RM NO. 3, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 FF0221'WITNESS POST, ABOUT 10 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FF0221'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FF0221
 FF0221                          STATION RECOVERY (2003)
 FF0221
 FF0221'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0221'MARK IS 18 IN BELOW SURVACE, UNDER RR ROCK.
 FF0221'MARK APPEARS TO BE TOO CLOSE TO SOUTH RAIL FOR SAFE GPS OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0220 ***********************************************************************
 FF0220  DESIGNATION -  EDMONDSON 2 RM 3
 FF0220  PID         -  FF0220
 FF0220  STATE/COUNTY-  AR/CRITTENDEN
 FF0220  USGS QUAD   -  EDMONDSON (1981)
 FF0220
 FF0220                         *CURRENT SURVEY CONTROL
 FF0220  ___________________________________________________________________
 FF0220* NAD 83(1986)-  35 06 23.     (N)    090 18 41.     (W)     SCALED    
 FF0220* NAVD 88     -        61.698  (meters)     202.42   (feet)  ADJUSTED  
 FF0220  ___________________________________________________________________
 FF0220  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF0220  DYNAMIC HT  -          61.642 (meters)     202.24  (feet)  COMP
 FF0220  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0220
 FF0220  VERT ORDER  -  FIRST     CLASS II
 FF0220
 FF0220.The horizontal coordinates were scaled from a topographic map and have
 FF0220.an estimated accuracy of +/- 6 seconds.
 FF0220
 FF0220.The orthometric height was determined by differential leveling
 FF0220.and adjusted by the National Geodetic Survey in June 1991..
 FF0220
 FF0220.The geoid height was determined by GEOID03.
 FF0220
 FF0220.The dynamic height is computed by dividing the NAVD 88
 FF0220.geopotential number by the normal gravity value computed on the
 FF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0220.degrees latitude (g = 980.6199 gals.).
 FF0220
 FF0220.The modeled gravity was interpolated from observed gravity values.
 FF0220
 FF0220;                    North         East    Units  Estimated Accuracy
 FF0220;SPC AR N     -    87,080.      553,940.      MT  (+/- 180 meters Scaled)
 FF0220
 FF0220                          SUPERSEDED SURVEY CONTROL
 FF0220
 FF0220  NGVD 29 (??/??/??)   61.674  (m)          202.34   (f) ADJUSTED    1 2
 FF0220
 FF0220.Superseded values are not recommended for survey control.
 FF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0220.See file dsdata.txt to determine how the superseded data were derived.
 FF0220
 FF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU450881(NAD 83)
 FF0220_MARKER: DR = REFERENCE MARK DISK
 FF0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0220_STAMPING: EDMONDSON 2 NO 3 1954
 FF0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0220+STABILITY: SURFACE MOTION
 FF0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0220+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF0220
 FF0220  HISTORY     - Date     Condition        Report By
 FF0220  HISTORY     - 1954     MONUMENTED       CGS
 FF0220  HISTORY     - 1956     GOOD             CGS
 FF0220  HISTORY     - 20030326 GOOD             USACE
 FF0220
 FF0220                          STATION DESCRIPTION
 FF0220
 FF0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0220'AT EDMONDSON.
 FF0220'AT EDMONDSON, ABOUT 145 YARDS WEST-SOUTHWEST ALONG THE CHICAGO,
 FF0220'ROCK ISLAND AND PACIFIC RAILROAD FROM STATION SIGN, 359
 FF0220'FEET WEST-SOUTHWEST OF CENTER OF CROSSING OF NORTH-SOUTH GRAVEL
 FF0220'ROAD, 31 1/2 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK,
 FF0220'1 1/2 FEET SOUTH OF MILEAGE POLE NO. 16/10, 47 1/2 FEET EAST OF
 FF0220'SOUTHEAST CORNER OF TRESTLE NO. 16.3, 176.4 FEET WEST OF STATION
 FF0220'EDMONDSON 2, 185 FEET WEST-SOUTHWEST OF RM NO. 2, 265 1/2 FEET
 FF0220'WEST-SOUTHWEST OF RM NO. 1, ABOUT 10 FEET BELOW LEVEL OF TRACK
 FF0220'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0220
 FF0220                          STATION RECOVERY (2003)
 FF0220
 FF0220'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0220'RR TRESTLE REPLACED BY GALVANIZED CULVERT, REMENANTS OF OLD MILEAGE
 FF0220'POLE REMAIN.
 FF0220'MARK IS 1 FT NORTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0222 ***********************************************************************
 FF0222  DESIGNATION -  EDMONDSON RM 1
 FF0222  PID         -  FF0222
 FF0222  STATE/COUNTY-  AR/CRITTENDEN
 FF0222  USGS QUAD   -  EDMONDSON (1981)
 FF0222
 FF0222                         *CURRENT SURVEY CONTROL
 FF0222  ___________________________________________________________________
 FF0222* NAD 83(1986)-  35 06 23.     (N)    090 18 39.     (W)     SCALED    
 FF0222* NAVD 88     -        62.600  (meters)     205.38   (feet)  ADJUSTED  
 FF0222  ___________________________________________________________________
 FF0222  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF0222  DYNAMIC HT  -          62.544 (meters)     205.20  (feet)  COMP
 FF0222  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0222
 FF0222  VERT ORDER  -  FIRST     CLASS II
 FF0222
 FF0222.The horizontal coordinates were scaled from a topographic map and have
 FF0222.an estimated accuracy of +/- 6 seconds.
 FF0222
 FF0222.The orthometric height was determined by differential leveling
 FF0222.and adjusted by the National Geodetic Survey in June 1991..
 FF0222
 FF0222.The geoid height was determined by GEOID03.
 FF0222
 FF0222.The dynamic height is computed by dividing the NAVD 88
 FF0222.geopotential number by the normal gravity value computed on the
 FF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0222.degrees latitude (g = 980.6199 gals.).
 FF0222
 FF0222.The modeled gravity was interpolated from observed gravity values.
 FF0222
 FF0222;                    North         East    Units  Estimated Accuracy
 FF0222;SPC AR N     -    87,090.      553,990.      MT  (+/- 180 meters Scaled)
 FF0222
 FF0222                          SUPERSEDED SURVEY CONTROL
 FF0222
 FF0222  NGVD 29 (??/??/??)   62.576  (m)          205.30   (f) ADJUSTED    1 2
 FF0222
 FF0222.Superseded values are not recommended for survey control.
 FF0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0222.See file dsdata.txt to determine how the superseded data were derived.
 FF0222
 FF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU451881(NAD 83)
 FF0222_MARKER: DR = REFERENCE MARK DISK
 FF0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0222_STAMPING: EDMONDSON RM 1 1916 1920
 FF0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0222+STABILITY: SURFACE MOTION
 FF0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0222+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF0222
 FF0222  HISTORY     - Date     Condition        Report By
 FF0222  HISTORY     - 1920     MONUMENTED       CGS
 FF0222  HISTORY     - 1956     GOOD             CGS
 FF0222  HISTORY     - 20030326 GOOD             USACE
 FF0222
 FF0222                          STATION DESCRIPTION
 FF0222
 FF0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0222'AT EDMONDSON.
 FF0222'AT EDMONDSON, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0222'RAILROAD, 30 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK,
 FF0222'102 1/2 FEET SOUTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND
 FF0222'A NORTH-SOUTH GRAVEL ROAD, 21 1/2 FEET WEST OF TELEPHONE POLE
 FF0222'NO. 16/08, 84 1/2 FEET EAST OF RM NO. 2, IN THE TOP OF CENTER
 FF0222'OF THE SOUTHWEST CONCRETE FOUNDATION OF A FORMER WATER TANK,
 FF0222'AND ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK.
 FF0222
 FF0222                          STATION RECOVERY (2003)
 FF0222
 FF0222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0222'MARK IS ACTUALLY STAMPED EDMONSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0223 ***********************************************************************
 FF0223  DESIGNATION -  EDMONDSON RM 2
 FF0223  PID         -  FF0223
 FF0223  STATE/COUNTY-  AR/CRITTENDEN
 FF0223  USGS QUAD   -  EDMONDSON (1981)
 FF0223
 FF0223                         *CURRENT SURVEY CONTROL
 FF0223  ___________________________________________________________________
 FF0223* NAD 83(1986)-  35 06 23.     (N)    090 18 40.     (W)     SCALED    
 FF0223* NAVD 88     -        64.059  (meters)     210.17   (feet)  ADJUSTED  
 FF0223  ___________________________________________________________________
 FF0223  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF0223  DYNAMIC HT  -          64.001 (meters)     209.98  (feet)  COMP
 FF0223  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0223
 FF0223  VERT ORDER  -  FIRST     CLASS II
 FF0223
 FF0223.The horizontal coordinates were scaled from a topographic map and have
 FF0223.an estimated accuracy of +/- 6 seconds.
 FF0223
 FF0223.The orthometric height was determined by differential leveling
 FF0223.and adjusted by the National Geodetic Survey in June 1991..
 FF0223
 FF0223.The geoid height was determined by GEOID03.
 FF0223
 FF0223.The dynamic height is computed by dividing the NAVD 88
 FF0223.geopotential number by the normal gravity value computed on the
 FF0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0223.degrees latitude (g = 980.6199 gals.).
 FF0223
 FF0223.The modeled gravity was interpolated from observed gravity values.
 FF0223
 FF0223;                    North         East    Units  Estimated Accuracy
 FF0223;SPC AR N     -    87,090.      553,960.      MT  (+/- 180 meters Scaled)
 FF0223
 FF0223                          SUPERSEDED SURVEY CONTROL
 FF0223
 FF0223  NGVD 29 (??/??/??)   64.035  (m)          210.09   (f) ADJUSTED    1 2
 FF0223
 FF0223.Superseded values are not recommended for survey control.
 FF0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0223.See file dsdata.txt to determine how the superseded data were derived.
 FF0223
 FF0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU450881(NAD 83)
 FF0223_MARKER: DR = REFERENCE MARK DISK
 FF0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0223_STAMPING: EDMONDSON RM 2 1916 1920
 FF0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0223+STABILITY: SURFACE MOTION
 FF0223
 FF0223  HISTORY     - Date     Condition        Report By
 FF0223  HISTORY     - 1935     MONUMENTED       CGS
 FF0223  HISTORY     - 1956     GOOD             CGS
 FF0223  HISTORY     - 20030326 MARK NOT FOUND   USACE
 FF0223
 FF0223                          STATION DESCRIPTION
 FF0223
 FF0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0223'AT EDMONDSON.
 FF0223'AT EDMONDSON, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0223'RAILROAD, ABOUT 81 YARDS WEST-SOUTHWEST OF THE STATION SIGN, 178
 FF0223'FEET WEST-SOUTHWEST OF CENTER OF CROSSING OF NORTH-SOUTH GRAVEL
 FF0223'ROAD, 10 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK, ON TOP
 FF0223'OF RAILROAD FILL, 42 FEET NORTHEAST OF MILEAGE POLE NO. 16/09,
 FF0223'84 1/2 FEET WEST OF RM NO. 1, 68 FEET SOUTHEAST AND ACROSS TRACK
 FF0223'FROM TELEPHONE POLE NO. 812, 64.2 FEET NORTH OF STATION MARK
 FF0223'EDMONDSON 2, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 FF0223'THE TOP OF A CONCRETE POST ABOUT 5 INCHES UNDERGROUND.
 FF0223
 FF0223                          STATION RECOVERY (2003)
 FF0223
 FF0223'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0203 ***********************************************************************
 EJ0203  DESIGNATION -  EGG
 EJ0203  PID         -  EJ0203
 EJ0203  STATE/COUNTY-  AR/PULASKI
 EJ0203  USGS QUAD   -  MC ALMONT (1986)
 EJ0203
 EJ0203                         *CURRENT SURVEY CONTROL
 EJ0203  ___________________________________________________________________
 EJ0203* NAD 83(1986)-  34 45 15.     (N)    092 13 14.     (W)     SCALED    
 EJ0203* NAVD 88     -        79.856  (meters)     261.99   (feet)  ADJUSTED  
 EJ0203  ___________________________________________________________________
 EJ0203  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ0203  DYNAMIC HT  -          79.782 (meters)     261.75  (feet)  COMP
 EJ0203  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 EJ0203
 EJ0203  VERT ORDER  -  SECOND    CLASS 0
 EJ0203
 EJ0203.The horizontal coordinates were scaled from a topographic map and have
 EJ0203.an estimated accuracy of +/- 6 seconds.
 EJ0203
 EJ0203.The orthometric height was determined by differential leveling
 EJ0203.and adjusted by the National Geodetic Survey in June 1991..
 EJ0203
 EJ0203.The geoid height was determined by GEOID03.
 EJ0203
 EJ0203.The dynamic height is computed by dividing the NAVD 88
 EJ0203.geopotential number by the normal gravity value computed on the
 EJ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0203.degrees latitude (g = 980.6199 gals.).
 EJ0203
 EJ0203.The modeled gravity was interpolated from observed gravity values.
 EJ0203
 EJ0203;                    North         East    Units  Estimated Accuracy
 EJ0203;SPC AR S     -   631,560.      379,810.      MT  (+/- 180 meters Scaled)
 EJ0203
 EJ0203                          SUPERSEDED SURVEY CONTROL
 EJ0203
 EJ0203  NGVD 29 (??/??/92)   79.901  (m)          262.14   (f) ADJ UNCH    2 0
 EJ0203
 EJ0203.Superseded values are not recommended for survey control.
 EJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0203.See file dsdata.txt to determine how the superseded data were derived.
 EJ0203
 EJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU713460(NAD 83)
 EJ0203_MARKER: DB = BENCH MARK DISK
 EJ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0203_STAMPING: EGG STA. NO. 114 1934
 EJ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0203+STABILITY: SURFACE MOTION
 EJ0203
 EJ0203  HISTORY     - Date     Condition        Report By
 EJ0203  HISTORY     - 1934     MONUMENTED       CGS
 EJ0203  HISTORY     - 1962     GOOD             NGS
 EJ0203
 EJ0203                          STATION DESCRIPTION
 EJ0203
 EJ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0203'IN ROSE CITY.
 EJ0203'63.7 FEET WEST OF INTERSECTION OF CENTERLINES OF U.S. HWY. 70 AND ST.
 EJ0203'LOUIS AND SOUTHWESTERN RY.  60 FEET NORTH OF INTERSECTION OF
 EJ0203'CENTERLINES OF ST. HWY. 30 AND U.S. HWY. 70.  36.3 FEET NORTHWEST OF
 EJ0203'CENTERLINE OF U.S. HWY. 70.  22.5 FEET SOUTH OF CENTERLINE OF ST.
 EJ0203'LOUIS SOUTHWESTERN RY.  10.8 FEET EAST OF TELEPHONE POLE NO. 20.
 EJ0203'TABLET SET IN PRECAST CONCRETE POST.
 EJ0203
 EJ0203                          STATION RECOVERY (1962)
 EJ0203
 EJ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2134 ***********************************************************************
 FF2134  DESIGNATION -  EGYPT
 FF2134  PID         -  FF2134
 FF2134  STATE/COUNTY-  AR/LAWRENCE
 FF2134  USGS QUAD   -  PODO CREEK (1980)
 FF2134
 FF2134                         *CURRENT SURVEY CONTROL
 FF2134  ___________________________________________________________________
 FF2134* NAD 83(1997)-  35 53 07.43912(N)    090 56 43.57179(W)     ADJUSTED  
 FF2134* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 FF2134  ___________________________________________________________________
 FF2134  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 FF2134  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF2134
 FF2134  HORZ ORDER  -  SECOND
 FF2134
 FF2134.The horizontal coordinates were established by classical geodetic methods
 FF2134.and adjusted by the National Geodetic Survey in September 1999..
 FF2134
 FF2134.The orthometric height was scaled from a topographic map.
 FF2134
 FF2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2134
 FF2134.The geoid height was determined by GEOID03.
 FF2134
 FF2134;                    North         East     Units Scale Factor Converg.
 FF2134;SPC AR N     -   172,700.228   495,214.092   MT  0.99994971   +0 36 49.1
 FF2134;SPC AR N     -   566,600.66  1,624,714.90   sFT  0.99994971   +0 36 49.1
 FF2134;UTM  15      - 3,973,187.263   685,452.995   MT  1.00002381   +1 12 16.8
 FF2134
 FF2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2134!SPC AR N     -   0.99999227  x   0.99994971  =   0.99994198
 FF2134!UTM  15      -   0.99999227  x   1.00002381  =   1.00001608
 FF2134
 FF2134:                Primary Azimuth Mark                     Grid Az
 FF2134:SPC AR N     -  EGYPT AZ MK                              012 25 07.9
 FF2134:UTM  15      -  EGYPT AZ MK                              011 49 40.2
 FF2134
 FF2134|---------------------------------------------------------------------|
 FF2134| PID    Reference Object                     Distance      Geod. Az  |
 FF2134|                                                           dddmmss.s |
 FF2134| CI4369 EGYPT AZ MK                                        0130157.0 |
 FF2134| CI4370 EGYPT RM 1                           28.058 METERS 07534     |
 FF2134| CI4371 EGYPT RM 2                          104.040 METERS 24828     |
 FF2134|---------------------------------------------------------------------|
 FF2134
 FF2134                          SUPERSEDED SURVEY CONTROL
 FF2134
 FF2134  NAD 83(1997)-  35 53 07.44773(N)    090 56 43.57198(W) AD(       ) 2
 FF2134  NAD 83(1986)-  35 53 07.45024(N)    090 56 43.57156(W) AD(       ) 2
 FF2134  NAD 27      -  35 53 07.18360(N)    090 56 43.14080(W) AD(       ) 2
 FF2134
 FF2134.Superseded values are not recommended for survey control.
 FF2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2134.See file dsdata.txt to determine how the superseded data were derived.
 FF2134
 FF2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8545373187(NAD 83)
 FF2134_MARKER: DS = TRIANGULATION STATION DISK
 FF2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2134_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2134
 FF2134  HISTORY     - Date     Condition        Report By
 FF2134  HISTORY     - 1954     MONUMENTED       CGS
 FF2134
 FF2134                          STATION DESCRIPTION
 FF2134
 FF2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2134'THE STATION IS LOCATED IN THE VILLAGE OF EGYPT, IN THE NORTHWEST
 FF2134'CORNER OF THE EGYPT PUBLIC SCHOOL YARD.  IT IS 25 FEET SOUTH
 FF2134'OF A FENCE AND A 4 X 4 INCH WHITE WITNESS POST.
 FF2134'
 FF2134'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FF2134'STAMPED EGYPT 1954.
 FF2134'
 FF2134'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 FF2134'7 INCHES AND THE DISK IS STAMPED EGYPT NO 1 1954.
 FF2134'
 FF2134'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 FF2134'6 INCHES AND THE DISK IS STAMPED EGYPT NO 2 1954.
 FF2134'
 FF2134'THE AZIMUTH MARK IS ABOUT 100 FEET SOUTH OF A FARMHOUSE, 27
 FF2134'FEET EAST OF THE CENTER OF STATE HIGHWAY 91, 2 FEET NORTHWEST
 FF2134'OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT NORTHWEST OF
 FF2134'A T-JUNCTION OF FENCE LINES.  THE MARK PROJECTS 5 INCHES AND
 FF2134'THE DISK IS STAMPED EGYPT 1954.  TO REACH THE MARK FROM
 FF2134'THE STATION GO WEST ABOUT 100 YARDS TO STATE HIGHWAY 91, TURN
 FF2134'LEFT AND GO NORTH ON THE HIGHWAY 0.25 MILE TO THE MARK ON
 FF2134'THE LEFT.
 FF2134'
 FF2134'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0282 ***********************************************************************
 DL0282  DESIGNATION -  EL DORADO
 DL0282  PID         -  DL0282
 DL0282  STATE/COUNTY-  AR/UNION
 DL0282  USGS QUAD   -  EL DORADO WEST (1981)
 DL0282
 DL0282                         *CURRENT SURVEY CONTROL
 DL0282  ___________________________________________________________________
 DL0282* NAD 83(1986)-  33 12 43.     (N)    092 39 57.     (W)     SCALED    
 DL0282* NAVD 88     -        83.407  (meters)     273.64   (feet)  ADJUSTED  
 DL0282  ___________________________________________________________________
 DL0282  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0282  DYNAMIC HT  -          83.317 (meters)     273.35  (feet)  COMP
 DL0282  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 DL0282
 DL0282  VERT ORDER  -  SECOND    CLASS 0
 DL0282
 DL0282.The horizontal coordinates were scaled from a topographic map and have
 DL0282.an estimated accuracy of +/- 6 seconds.
 DL0282
 DL0282.The orthometric height was determined by differential leveling
 DL0282.and adjusted by the National Geodetic Survey in June 1991..
 DL0282
 DL0282.The geoid height was determined by GEOID03.
 DL0282
 DL0282.The dynamic height is computed by dividing the NAVD 88
 DL0282.geopotential number by the normal gravity value computed on the
 DL0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0282.degrees latitude (g = 980.6199 gals.).
 DL0282
 DL0282.The modeled gravity was interpolated from observed gravity values.
 DL0282
 DL0282;                    North         East    Units  Estimated Accuracy
 DL0282;SPC AR S     -   460,680.      337,920.      MT  (+/- 180 meters Scaled)
 DL0282
 DL0282                          SUPERSEDED SURVEY CONTROL
 DL0282
 DL0282  NGVD 29 (??/??/92)   83.463  (m)          273.83   (f) ADJ UNCH    2 0
 DL0282
 DL0282.Superseded values are not recommended for survey control.
 DL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0282.See file dsdata.txt to determine how the superseded data were derived.
 DL0282
 DL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS311748(NAD 83)
 DL0282_MARKER: DB = BENCH MARK DISK
 DL0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0282_SP_SET: FOUNDATION
 DL0282_STAMPING: EL DORADO 1934
 DL0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0282
 DL0282  HISTORY     - Date     Condition        Report By
 DL0282  HISTORY     - 1934     MONUMENTED       CGS
 DL0282  HISTORY     - 1964     GOOD             NGS
 DL0282  HISTORY     - 20040926 GOOD             USPSQD
 DL0282
 DL0282                          STATION DESCRIPTION
 DL0282
 DL0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0282'IN EL DORADO.
 DL0282'AT EL DORADO, UNION COUNTY, AT THE MUNICIPAL BUILDING, IN THE EAST
 DL0282'FACE OF THE CONCRETE FOUNDATION, AND ABOUT 1 FOOT NORTH OF THE MAIN
 DL0282'ENTRANCE.  A STANDARD DISK, STAMPED EL DORADO 1934 AND SET VERTICALLY.
 DL0282
 DL0282                          STATION RECOVERY (2004)
 DL0282
 DL0282'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1611 ***********************************************************************
 DL1611  DESIGNATION -  EL DORADO
 DL1611  PID         -  DL1611
 DL1611  STATE/COUNTY-  AR/UNION
 DL1611  USGS QUAD   -  EL DORADO WEST (1981)
 DL1611
 DL1611                         *CURRENT SURVEY CONTROL
 DL1611  ___________________________________________________________________
 DL1611* NAD 83(1997)-  33 12 34.91524(N)    092 39 56.33691(W)     ADJUSTED  
 DL1611* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 DL1611  ___________________________________________________________________
 DL1611  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DL1611  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1611
 DL1611  HORZ ORDER  -  FIRST
 DL1611
 DL1611.The horizontal coordinates were established by classical geodetic methods
 DL1611.and adjusted by the National Geodetic Survey in September 1999..
 DL1611
 DL1611.The orthometric height was scaled from a topographic map.
 DL1611
 DL1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1611
 DL1611.The geoid height was determined by GEOID03.
 DL1611
 DL1611;                    North         East     Units Scale Factor Converg.
 DL1611;SPC AR S     -   460,432.082   337,939.639   MT  1.00002125   -0 22 21.2
 DL1611;SPC AR S     - 1,510,600.92  1,108,723.63   sFT  1.00002125   -0 22 21.2
 DL1611;UTM  15      - 3,674,584.346   531,159.641   MT  0.99961197   +0 10 59.3
 DL1611
 DL1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1611!SPC AR S     -   0.99999173  x   1.00002125  =   1.00001298
 DL1611!UTM  15      -   0.99999173  x   0.99961197  =   0.99960370
 DL1611
 DL1611|---------------------------------------------------------------------|
 DL1611| PID    Reference Object                     Distance      Geod. Az  |
 DL1611|                                                           dddmmss.s |
 DL1611| DL1358 EL DORADO RITCHIE GROCERY TK        225.865 METERS 07742     |
 DL1611| DL1354 EL DORADO ARK P AND L CO TANK       471.315 METERS 1133103.0 |
 DL1611| CY6005 EL DORADO RM 3                       37.414 METERS 17622     |
 DL1611| CY6003 EL DORADO AZ MK                                    1771613.2 |
 DL1611| DL1359 EL DORADO RM 1                       46.409 METERS 20924     |
 DL1611| DL1357 EL DORADO LION OIL CO CONC STK      APPROX. 1.4 KM 2135417.7 |
 DL1611| DL1366 BISHOP                              APPROX.19.6 KM 2365628.0 |
 DL1611| CY6004 EL DORADO RM 2                       44.559 METERS 30834     |
 DL1611|---------------------------------------------------------------------|
 DL1611
 DL1611                          SUPERSEDED SURVEY CONTROL
 DL1611
 DL1611  NAD 83(1997)-  33 12 34.92407(N)    092 39 56.32961(W) AD(       ) 1
 DL1611  NAD 83(1986)-  33 12 34.92772(N)    092 39 56.32834(W) AD(       ) 1
 DL1611  NAD 27      -  33 12 34.46000(N)    092 39 55.76700(W) AD(       ) 1
 DL1611
 DL1611.Superseded values are not recommended for survey control.
 DL1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1611.See file dsdata.txt to determine how the superseded data were derived.
 DL1611
 DL1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3116074584(NAD 83)
 DL1611_MARKER: DS = TRIANGULATION STATION DISK
 DL1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1611
 DL1611  HISTORY     - Date     Condition        Report By
 DL1611  HISTORY     - 1941     MONUMENTED       CGS
 DL1611  HISTORY     - 1952     GOOD             CGS
 DL1611  HISTORY     - 1959     GOOD             CGS
 DL1611  HISTORY     - 1964     GOOD             CGS
 DL1611  HISTORY     - 1964     GOOD             CGS
 DL1611  HISTORY     - 1981     GOOD             MJH
 DL1611
 DL1611                          STATION DESCRIPTION
 DL1611
 DL1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1611'STATION ELDORADO IS NEAR THE CENTER OF THE CITY OF EL DORADO
 DL1611'ON THE GROUNDS OF EL DORADO JUNIOR COLLEGE AT THE JUNCTION
 DL1611'OF BLOCK ST. AND S. WEST AVE..
 DL1611'
 DL1611'STATION MARK IS IN THE NORTHEAST CORNER OF THE COLLEGE GROUNDS
 DL1611'139 FEET EAST OF THE EAST SIDE OF THE AUDITORIUM, 56 FEET SOUTH
 DL1611'OF THE SOUTH CURB OF BLOCK ST., 27 FEET WEST OF THE WEST CURB
 DL1611'OF S. WEST AVE., 14 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 DL1611'A DIAGONAL SIDEWALK, IS STAMPED ELDORADO 1941, AND IS FLUSH
 DL1611'WITH THE SURFACE OF THE GROUND.
 DL1611'
 DL1611'R.M. NO. 1 IS 99 FEET WEST OF THE WEST CURB OF S. WEST AVE.,
 DL1611'22 FEET SOUTH OF AN EAST-WEST SIDEWALK, 2 FEET NORTH OF A TENNIS
 DL1611'COURT BACK GUARD, IS STAMPED ELDORADO NO. 1 1941, AND PROJECTS
 DL1611'6 INCHES.
 DL1611'
 DL1611'R.M. NO. 2 IS ACROSS BLOCK ST. FROM THE STATION, 142 FEET WEST
 DL1611'OF THE WEST CURB OF S. WEST AVE., 3 FEET NORTH OF THE NORTH
 DL1611'CURB OF BLOCK ST., IS STAMPED ELDORADO NO. 2 1941, AND PROJECTS
 DL1611'6 INCHES.
 DL1611'
 DL1611'AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF THE INTERSECTION
 DL1611'OF HILLSBORO ST. AND S. WEST AVE., 75 FEET SOUTH OF THE SOUTH
 DL1611'CURB OF HILLSBORO ST., 7 FEET EAST OF THE EAST CURB OF S. WEST
 DL1611'AVE., 2 FEET WEST OF THE WEST EDGE OF THE SIDEWALK, 1-1/2 FEET
 DL1611'NORTH OF A WHITE REFERENCE POST, IS STAMPED ELDORADO 1941, AND
 DL1611'PROJECTS 4 INCHES.
 DL1611'
 DL1611'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1611
 DL1611                          STATION RECOVERY (1952)
 DL1611
 DL1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1611'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 DL1611'THE TOWER WAS BUILT OVER REFERENCE MARK 1 BECAUSE OF A POWER
 DL1611'LINE RUNNING CLOSE TO THE STATION MARK.  THE AZIMUTH MARK WAS
 DL1611'OBSTRUCTED FROM THE GROUND AT THE STATION AND FROM THE GROUND
 DL1611'AND ON THE TOP OF THE TOWER AT REFERENCE MARK 1.  A NEW
 DL1611'DESCRIPTION FOLLOWS.
 DL1611'
 DL1611'THE STATION IS NEAR THE CENTER OF THE CITY OF EL DORADO, ON
 DL1611'THE GROUNDS OF THE EL DORADO HIGH SCHOOL AT THE JUNCTION OF
 DL1611'BLOCK STREET AND SOUTH WEST AVENUE.  IT IS 139 FEET EAST OF THE
 DL1611'EAST SIDE OF THE HIGH SCHOOL AUDITORIUM, 56 FEET SOUTH OF THE
 DL1611'SOUTH CURB OF BLOCK STREET AND 27 FEET WEST OF THE WEST CURB
 DL1611'OF SOUTH WEST AVENUE.
 DL1611'
 DL1611'THE STATION MARK IS 3 INCHES UNDER-GROUND AND THE DISK IS
 DL1611'STAMPED EL DORADO 1941.
 DL1611'
 DL1611'REFERENCE MARK 1 IS 99 FEET WEST OF THE WEST CURB OF SOUTH
 DL1611'WEST AVENUE AND 22 FEET SOUTH OF AN EAST-WEST SIDEWALK LEADING
 DL1611'TO THE AUDITORIUM.  THE MARK PROJECTS 3 INCHES AND THE DISK
 DL1611'IS STAMPED EL DORADO NO 1 1941.
 DL1611'
 DL1611'REFERENCE MARK 2 IS 142 FEET WEST OF THE WEST CURB OF SOUTH
 DL1611'WEST AVENUE AND 3 FEET NORTH OF THE NORTH CURB OF BLOCK STREET.
 DL1611'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EL DORADO
 DL1611'NO 2 1941.
 DL1611'
 DL1611'THE AZIMUTH MARK IS AT THE INTERSECTION OF HILLBORO STREET AND
 DL1611'SOUTH WEST AVENUE, 75 FEET SOUTH OF THE SOUTH CURB OF HILLBORO
 DL1611'STREET, 7 FEET EAST OF THE EAST CURB OF SOUTH WEST AVENUE,
 DL1611'2 FEET WEST OF THE WEST EDGE OF A SIDEWALK AND 1.5 FEET NORTH
 DL1611'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4
 DL1611'INCHES AND THE DISK IS STAMPED EL DORADO 1941.
 DL1611
 DL1611                          STATION RECOVERY (1959)
 DL1611
 DL1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 DL1611'STATION RECOVERED AS DESCRIBED IN 1952 AND ALL MARKS FOUND IN
 DL1611'GOOD CONDITION.  A REQUEST WAS RECEIVED TO MOVE R.M. NO. 1
 DL1611'OUT OF THE PLAYGROUND AREA.  THIS MARK WAS MOVED TO THE FENCE
 DL1611'TO THE EAST OF ITS ORIGINAL POSITION.  IT IS 122.75 FEET
 DL1611'SOUTH-SOUTHEAST OF THE STATION, 9 FEET SOUTH OF THE SOUTH
 DL1611'EDGE OF THE SIDEWALK LEADING TO THE MAIN BUILDING AND 1 FOOT
 DL1611'WEST OF THE STEEL FENCE ALONG THE EAST SIDE OF THE SCHOOL
 DL1611'GROUNDS.  MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DL1611'EL DORADO NO 3 1959.  R.M. NO. 2 RECOVERED AS DESCRIBED BUT
 DL1611'THE DISTANCE WAS NOT CHECKED DUE TO HEAVY TRAFFIC AND A
 DL1611'STEEL FENCE.  THE AZIMUTH MARK RECOVERED AS DESCRIBED BUT
 DL1611'THIS MARK WAS NOT VISABLE FROM THE GROUND AT THE STATION.
 DL1611
 DL1611                          STATION RECOVERY (1964)
 DL1611
 DL1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1611'STATION RECOVERED AS DESCRIBED IN 1941 AND 1952.  THE STATION
 DL1611'MARK, AZIMUTH MARK AND R.M. 3 (1959) RECOVERED AND FOUND IN
 DL1611'GOOD CONDITION.  R.M. NO. 2 APPEARS TO HAVE BEEN DESTROYED
 DL1611'BY WIDENING OF THE STREET.  A NEW REFERENCE MARK WAS ESTABLISHED
 DL1611'TO REPLACE R.M. NO. 2.  THE AZIMUTH MARK WAS NOT VISABLE FROM
 DL1611'THE GROUND AT THE STATION SO THE SPIRE ON THE DOME OF THE
 DL1611'BAPTIST CHURCH WAS USED FOR THE INITIAL.
 DL1611'
 DL1611'THE STATION MARK IS AS DESCRIBED AND IS 46 FEET SOUTH OF THE
 DL1611'NORTH FENCE OF SCHOOL GROUNDS, 11.8 FEET WEST OF THE EAST
 DL1611'FENCE AND PROJECTS ABOUT 1 INCH.
 DL1611'
 DL1611'R.M. NO. 3 IS SOUTH-SOUTHEAST OF THE STATION, 9 FEET SOUTH OF
 DL1611'THE SOUTH EDGE OF THE SIDEWALK LEADING TO THE MAIN BUILDING
 DL1611'AND 1 FOOT WEST OF THE FENCE.
 DL1611'
 DL1611'R.M. NO. 4 IS WEST-SOUTHWEST OF THE STATION, 71 FEET EAST
 DL1611'OF THE EAST SIDE OF THE GYMNASIUM, 1 FOOT NORTH OF THE CENTER
 DL1611'OF A CONCRETE BASKETBALL COURT, 0.9 FOOT NORTHWEST OF A STEEL
 DL1611'POST AND 0.25 FOOT WEST OF THE EAST EDGE OF THE CONCRETE.
 DL1611'IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 DL1611'THE CONCRETE COURT AND THE DISK IS STAMPED ELDORADO NO 4 1941.
 DL1611'
 DL1611'THE STATION IS IN SCHOOL GROUNDS AT THE SOUTHWEST ANGLE OF THE
 DL1611'INTERSECTION OF BLOCK STREET AND S. WEST AVENUE.
 DL1611
 DL1611                          STATION RECOVERY (1964)
 DL1611
 DL1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 DL1611'THE STATION WAS VISITED AND AT THE REQUEST OF THE PROPERTY
 DL1611'OWNER THE AZIMUTH MARK WAS LOWERED IN ITS ORIGINAL POSITION.
 DL1611'THE MARK WAS LOWERED TO THE LEVEL OF THE PARKING APRON IN
 DL1611'FRONT OF THE GRIFFIN GARAGE.  THE STATION MARK AND REFERENCE
 DL1611'MARK NO. 3 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 DL1611'2 WAS NOT FOUND AT THIS DATE.  THE AZIMUTH MARK IS STILL
 DL1611'OBSTRUCTED FROM THE STATION BY THE HIGH STEEL FENCE AROUND
 DL1611'THE SCHOOL YARD IN WHICH THE STATION IS SET.  A NEW
 DL1611'DESCRIPTION OF THE AZIMUTH MARK FOLLOWS--
 DL1611'
 DL1611'TH MARK IS 0.15 MILE SOUTH OF THE STATION, IN THE SOUTHEAST
 DL1611'ANGLE OF THE INTERSECTION OF HILLSBORO STREET AND SOUTHWEST
 DL1611'STREET, 21 FEET EAST OF THE CENTERLINE OF SOUTHWEST STREET,
 DL1611'29 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE GRIFFIN
 DL1611'CHEVROLET GARAGE, 82 FEET SOUTH OF THE SOUTH CURB OF HILLSBORO
 DL1611'STREET AND 22.7 FEET WEST OF THE WEST WALL OF THE PARKING
 DL1611'LOT TO THE EAST (JUST WEST OF THE STEPS AT THE SOUTHWEST
 DL1611'CORNER OF THE PARKING LOT.  IT IS A STANDARD DISK, S STAMPED
 DL1611'ELDORADO 1941, FLUSH WITH THE CONCRETE PARKING APRON.
 DL1611
 DL1611                          STATION RECOVERY (1981)
 DL1611
 DL1611'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1981 (ED)
 DL1611'EL DORADO 1941 RECOVERED GOOD.
 DL1611'
 DL1611'REF. MARKS NOT SEARCHED FOR.
 DL1611'
 DL1611'AZIMUTH MARK IS VISIBLE FROM THE STATION ON THE GROUND.
 DL1611'
 DL1611'DISTANCE AND DIRECTION FROM NEAREST TOWN--NEAR CENTER OF EL DORADO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1354 ***********************************************************************
 DL1354  DESIGNATION -  EL DORADO ARK P AND L CO TANK
 DL1354  PID         -  DL1354
 DL1354  STATE/COUNTY-  AR/UNION
 DL1354  USGS QUAD   -  EL DORADO WEST (1981)
 DL1354
 DL1354                         *CURRENT SURVEY CONTROL
 DL1354  ___________________________________________________________________
 DL1354* NAD 83(1997)-  33 12 28.81036(N)    092 39 39.64974(W)     ADJUSTED  
 DL1354* NAVD 88     -                                                        
 DL1354  ___________________________________________________________________
 DL1354  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DL1354  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1354
 DL1354  HORZ ORDER  -  THIRD
 DL1354
 DL1354.The horizontal coordinates were established by classical geodetic methods
 DL1354.and adjusted by the National Geodetic Survey in September 1999..
 DL1354
 DL1354
 DL1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1354
 DL1354.The geoid height was determined by GEOID03.
 DL1354
 DL1354;                    North         East     Units Scale Factor Converg.
 DL1354;SPC AR S     -   460,241.204   338,370.583   MT  1.00002167   -0 22 11.9
 DL1354;SPC AR S     - 1,509,974.68  1,110,137.49   sFT  1.00002167   -0 22 11.9
 DL1354;UTM  15      - 3,674,397.733   531,592.238   MT  0.99961231   +0 11 08.4
 DL1354
 DL1354                          SUPERSEDED SURVEY CONTROL
 DL1354
 DL1354  NAD 83(1997)-  33 12 28.81919(N)    092 39 39.64246(W) AD(       ) 4
 DL1354  NAD 83(1986)-  33 12 28.82293(N)    092 39 39.64136(W) AD(       ) 4
 DL1354  NAD 27      -  33 12 28.35700(N)    092 39 39.08300(W) AD(       ) 3
 DL1354
 DL1354.Superseded values are not recommended for survey control.
 DL1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1354.See file dsdata.txt to determine how the superseded data were derived.
 DL1354
 DL1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3159274398(NAD 83)
 DL1354_MARKER: 53 = ELEVATED TANK
 DL1354
 DL1354  HISTORY     - Date     Condition        Report By
 DL1354  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1354  HISTORY     - 1952     GOOD             CGS
 DL1354
 DL1354                          STATION DESCRIPTION
 DL1354
 DL1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1354'THIS STATION IS A WATER TANK OF THE ARK. POWER AND LIGHT
 DL1354'CO. LOCATED IN THE SOUTH CENTRAL PART OF THE TOWN OF EL DORADO,
 DL1354'AND USED AS A MUNICIPAL SUPPLY TANK.
 DL1354'
 DL1354'THE TANK IS OF ALL STEEL CONSTRUCTION, ERECTED IN 1910, PAINTED
 DL1354'SILVER AND IS ABOUT 125 FEET HIGH.
 DL1354'
 DL1354'IT HAS A LARGE LETTER A IN BLACK ON THE NORTH AND SOUTH SIDES.
 DL1354'
 DL1354'THE 4 INCH SILVER BALL FINIAL AT THE TOP IS THE OBJECT SIGHTED
 DL1354'UPON.
 DL1354
 DL1354                          STATION RECOVERY (1952)
 DL1354
 DL1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1354'STATION RECOVERED AS DESCRIBED.
 DL1354'
 DL1354'THE TANK IS NOW OWNED BY THE CITY OF EL DORADO AND IS THE
 DL1354'MUNICIPAL WATER TANK.  IT IS LOCATED ABOUT 30 FEET SOUTH OF
 DL1354'THE CENTER OF EAST ELM STREET AND ABOUT MIDWAY BETWEEN NORTH
 DL1354'MADISON AND NORTH JACKSON STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1355 ***********************************************************************
 DL1355  DESIGNATION -  EL DORADO ARK PWR CO RAD MAST
 DL1355  PID         -  DL1355
 DL1355  STATE/COUNTY-  AR/UNION
 DL1355  USGS QUAD   -  EL DORADO WEST (1981)
 DL1355
 DL1355                         *CURRENT SURVEY CONTROL
 DL1355  ___________________________________________________________________
 DL1355* NAD 83(1997)-  33 12 29.14732(N)    092 39 39.29671(W)     ADJUSTED  
 DL1355* NAVD 88     -                                                        
 DL1355  ___________________________________________________________________
 DL1355  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DL1355  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1355
 DL1355  HORZ ORDER  -  THIRD
 DL1355
 DL1355.The horizontal coordinates were established by classical geodetic methods
 DL1355.and adjusted by the National Geodetic Survey in September 1999..
 DL1355
 DL1355
 DL1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1355
 DL1355.The geoid height was determined by GEOID03.
 DL1355
 DL1355;                    North         East     Units Scale Factor Converg.
 DL1355;SPC AR S     -   460,251.525   338,379.793   MT  1.00002165   -0 22 11.7
 DL1355;SPC AR S     - 1,510,008.54  1,110,167.70   sFT  1.00002165   -0 22 11.7
 DL1355;UTM  15      - 3,674,408.139   531,601.344   MT  0.99961231   +0 11 08.6
 DL1355
 DL1355                          SUPERSEDED SURVEY CONTROL
 DL1355
 DL1355  NAD 83(1997)-  33 12 29.15642(N)    092 39 39.29038(W) AD(       ) 4
 DL1355  NAD 83(1986)-  33 12 29.15937(N)    092 39 39.28825(W) AD(       ) 4
 DL1355  NAD 27      -  33 12 28.69400(N)    092 39 38.73600(W) AD(       ) 3
 DL1355
 DL1355.Superseded values are not recommended for survey control.
 DL1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1355.See file dsdata.txt to determine how the superseded data were derived.
 DL1355
 DL1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3160174408(NAD 83)
 DL1355_MARKER: 42 = RADIO/TV MAST
 DL1355
 DL1355  HISTORY     - Date     Condition        Report By
 DL1355  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1355
 DL1355                          STATION DESCRIPTION
 DL1355
 DL1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1355'THE MAST IS IN THE SOUTHERN PART OF TOWN OF EL DORADO, 2-1/2
 DL1355'BLOCKS EAST OF U.S. HIGHWAY 167 AND 1 BLOCK NORTH OF U.S.
 DL1355'HIGHWAY 82.
 DL1355'
 DL1355'IT IS A 250 FOOT 4-LEGGED MAST, WITH A 20 FOOT BASE THAT TAPERED
 DL1355'DOWN TO 18-INCHES IN WIDTH AT THE TOP.  ALTERNATE SECTIONS ARE
 DL1355'PAINTED RED AND WHITE.  THE POINT OBSERVED WAS A RED FLASHING
 DL1355'LIGHT AT THE APEX OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0238 ***********************************************************************
 DL0238  DESIGNATION -  EL DORADO BOLT
 DL0238  PID         -  DL0238
 DL0238  STATE/COUNTY-  AR/UNION
 DL0238  USGS QUAD   -  CALION (1978)
 DL0238
 DL0238                         *CURRENT SURVEY CONTROL
 DL0238  ___________________________________________________________________
 DL0238* NAD 83(1986)-  33 20 21.     (N)    092 31 50.     (W)     SCALED    
 DL0238* NAVD 88     -        26.780  (meters)      87.86   (feet)  ADJUSTED  
 DL0238  ___________________________________________________________________
 DL0238  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0238  DYNAMIC HT  -          26.752 (meters)      87.77  (feet)  COMP
 DL0238  MODELED GRAV-     979,579.7   (mgal)                       NAVD 88
 DL0238
 DL0238  VERT ORDER  -  SECOND    CLASS 0
 DL0238
 DL0238.The horizontal coordinates were scaled from a topographic map and have
 DL0238.an estimated accuracy of +/- 6 seconds.
 DL0238
 DL0238.The orthometric height was determined by differential leveling
 DL0238.and adjusted by the National Geodetic Survey in June 1991..
 DL0238
 DL0238.The geoid height was determined by GEOID03.
 DL0238
 DL0238.The dynamic height is computed by dividing the NAVD 88
 DL0238.geopotential number by the normal gravity value computed on the
 DL0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0238.degrees latitude (g = 980.6199 gals.).
 DL0238
 DL0238.The modeled gravity was interpolated from observed gravity values.
 DL0238
 DL0238;                    North         East    Units  Estimated Accuracy
 DL0238;SPC AR S     -   474,720.      350,610.      MT  (+/- 180 meters Scaled)
 DL0238
 DL0238                          SUPERSEDED SURVEY CONTROL
 DL0238
 DL0238  NGVD 29 (??/??/92)   26.82   (m)           88.0    (f) COMPUTED    2 0
 DL0238
 DL0238.Superseded values are not recommended for survey control.
 DL0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0238.See file dsdata.txt to determine how the superseded data were derived.
 DL0238
 DL0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS436889(NAD 83)
 DL0238_MARKER: B = BOLT
 DL0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0238
 DL0238  HISTORY     - Date     Condition        Report By
 DL0238  HISTORY     - UNK      MONUMENTED       USE
 DL0238  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0238
 DL0238                          STATION DESCRIPTION
 DL0238
 DL0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0238'0.9 MI E FROM CALION.
 DL0238'2 MILES UPSTREAM ALONG THE BANK OF OUACHITA RIVER FROM CHAMPAGNOLLE,
 DL0238'UNION COUNTY, ABOUT 0.9 MILE EAST ALONG THE CHICAGO ROCK ISLAND AND
 DL0238'PACIFIC RAILROAD FROM THE STATION AT CALION, ON A DIRT ROAD, AT EL
 DL0238'DORADO LANDING, ABOUT 156 FEET NORTH OF A GRAVEL ROAD, 102 FEET WEST
 DL0238'OF THE WEST END OF A LARGE TIN-TOPPED COTTON GIN OR WAREHOUSE, 12 FEET
 DL0238'SOUTH OF A LARGE CHINABERRY TREE, 15 FEET NORTH OF A 12-INCH CEDAR
 DL0238'TREE, 13 FEET EAST OF A FENCE LINE, AND IN THE CORNER OF THE YARD OF
 DL0238'AN OLD HOMESTEAD.  THE TOP OF A ROUND-HEADED COPPER BOLT SURROUNDED BY
 DL0238'THE LETTERS USBM AND SET IN A LIMESTONE BLOCK ABOUT 4 FEET UNDER
 DL0238'GROUND.  ACCESS TO THE MARK IS HAD THROUGH AN IRON PIPE PROJECTING
 DL0238'ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1357 ***********************************************************************
 DL1357  DESIGNATION -  EL DORADO LION OIL CO CONC STK
 DL1357  PID         -  DL1357
 DL1357  STATE/COUNTY-  AR/UNION
 DL1357  USGS QUAD   -  EL DORADO WEST (1981)
 DL1357
 DL1357                         *CURRENT SURVEY CONTROL
 DL1357  ___________________________________________________________________
 DL1357* NAD 83(1997)-  33 11 58.31506(N)    092 40 25.59555(W)     ADJUSTED  
 DL1357* NAVD 88     -                                                        
 DL1357  ___________________________________________________________________
 DL1357  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DL1357  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1357
 DL1357  HORZ ORDER  -  THIRD
 DL1357
 DL1357.The horizontal coordinates were established by classical geodetic methods
 DL1357.and adjusted by the National Geodetic Survey in September 1999..
 DL1357
 DL1357
 DL1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1357
 DL1357.The geoid height was determined by GEOID03.
 DL1357
 DL1357;                    North         East     Units Scale Factor Converg.
 DL1357;SPC AR S     -   459,309.467   337,174.488   MT  1.00002379   -0 22 37.6
 DL1357;SPC AR S     - 1,506,917.81  1,106,213.30   sFT  1.00002379   -0 22 37.6
 DL1357;UTM  15      - 3,673,454.827   530,405.723   MT  0.99961140   +0 10 43.1
 DL1357
 DL1357                          SUPERSEDED SURVEY CONTROL
 DL1357
 DL1357  NAD 83(1997)-  33 11 58.32393(N)    092 40 25.58823(W) AD(       ) 4
 DL1357  NAD 83(1986)-  33 11 58.32753(N)    092 40 25.58695(W) AD(       ) 4
 DL1357  NAD 27      -  33 11 57.86000(N)    092 40 25.02000(W) AD(       ) 3
 DL1357
 DL1357.Superseded values are not recommended for survey control.
 DL1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1357.See file dsdata.txt to determine how the superseded data were derived.
 DL1357
 DL1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3040673455(NAD 83)
 DL1357_MARKER: 63 = STACK
 DL1357
 DL1357  HISTORY     - Date     Condition        Report By
 DL1357  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1357  HISTORY     - 1952     GOOD             CGS
 DL1357
 DL1357                          STATION DESCRIPTION
 DL1357
 DL1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1357'THIS STATION IS A TALL STACK OF THE LION OIL REFINING CO.
 DL1357'LOCATED IN THE SOUTHWEST PART OF THE TOWN OF EL DORADO.
 DL1357'
 DL1357'THE STACK IS ABOUT 12 FEET IN DIAMETER AT THE BOTTOM AND 6
 DL1357'FEET AT THE TOP.
 DL1357'
 DL1357'IT IS OF CONCRETE CONSTRUCTION, PAINTED GRAY AND IS ABOUT
 DL1357'150 FEET HIGH.
 DL1357'
 DL1357'THE STACK WAS ERECTED IN 1923.
 DL1357
 DL1357                          STATION RECOVERY (1952)
 DL1357
 DL1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1357'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1356 ***********************************************************************
 DL1356  DESIGNATION -  EL DORADO OIL AND FERTIL CO TK
 DL1356  PID         -  DL1356
 DL1356  STATE/COUNTY-  AR/UNION
 DL1356  USGS QUAD   -  EL DORADO WEST (1981)
 DL1356
 DL1356                         *CURRENT SURVEY CONTROL
 DL1356  ___________________________________________________________________
 DL1356* NAD 83(1997)-  33 12 19.25874(N)    092 39 38.28600(W)     ADJUSTED  
 DL1356* NAVD 88     -                                                        
 DL1356  ___________________________________________________________________
 DL1356  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DL1356  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1356
 DL1356  HORZ ORDER  -  THIRD
 DL1356
 DL1356.The horizontal coordinates were established by classical geodetic methods
 DL1356.and adjusted by the National Geodetic Survey in September 1999..
 DL1356
 DL1356
 DL1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1356
 DL1356.The geoid height was determined by GEOID03.
 DL1356
 DL1356;                    North         East     Units Scale Factor Converg.
 DL1356;SPC AR S     -   459,946.711   338,404.002   MT  1.00002233   -0 22 11.1
 DL1356;SPC AR S     - 1,509,008.50  1,110,247.13   sFT  1.00002233   -0 22 11.1
 DL1356;UTM  15      - 3,674,103.698   531,628.497   MT  0.99961233   +0 11 09.1
 DL1356
 DL1356                          SUPERSEDED SURVEY CONTROL
 DL1356
 DL1356  NAD 83(1997)-  33 12 19.26758(N)    092 39 38.27879(W) AD(       ) 4
 DL1356  NAD 83(1986)-  33 12 19.27123(N)    092 39 38.27740(W) AD(       ) 4
 DL1356  NAD 27      -  33 12 18.80000(N)    092 39 37.72000(W) AD(       ) 3
 DL1356
 DL1356.Superseded values are not recommended for survey control.
 DL1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1356.See file dsdata.txt to determine how the superseded data were derived.
 DL1356
 DL1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3162874104(NAD 83)
 DL1356_MARKER: 53 = ELEVATED TANK
 DL1356
 DL1356  HISTORY     - Date     Condition        Report By
 DL1356  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1356  HISTORY     - 1952     GOOD             CGS
 DL1356  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL1356
 DL1356                          STATION DESCRIPTION
 DL1356
 DL1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1356'THIS STATION IS A TALL WATER TANK OF THE EL DORADO OIL MILLS
 DL1356'AND FERTILIZER CO. LOCATED IN THE SOUTHEASTERN PART OF THE
 DL1356'TOWN OF EL DORADO.
 DL1356'
 DL1356'THE TANK IS SUPPORTED ON FOUR STEEL TRUSSWORK LEGS, PAINTED
 DL1356'SILVER AND ABOUT 75 FEET HIGH.  THE VERTICAL SECTION IS ABOUT
 DL1356'25 FEET HIGH, PAINTED SILVER AND HAS A SILVER BALL AT THE
 DL1356'TOP WHICH IS THE OBJECT SIGHTED UPON.
 DL1356'
 DL1356'THE TANK WAS ERECTED IN 1928 AND THE TOTAL HEIGHT IS 100 FEET.
 DL1356
 DL1356                          STATION RECOVERY (1952)
 DL1356
 DL1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1356'STATION RECOVERED AS DESCRIBED.
 DL1356'
 DL1356'IT HAS THE LEGEND EL DORADO FERTILIZER COMPANY IN BLACK
 DL1356'LETTERS ON THE NORTH SIDE OF THE TANK.  IT IS LOCATED SOUTHEAST
 DL1356'OF THE OVERPASS ON U.S. HIGHWAY 82 OVER THE RAILROAD TRACK
 DL1356'IN THE SOUTHEAST PART OF EL DORADO.
 DL1356
 DL1356                          STATION RECOVERY (2004)
 DL1356
 DL1356'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL1356'TANK GONE.
 DL1356' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1358 ***********************************************************************
 DL1358  DESIGNATION -  EL DORADO RITCHIE GROCERY TK
 DL1358  PID         -  DL1358
 DL1358  STATE/COUNTY-  AR/UNION
 DL1358  USGS QUAD   -  EL DORADO WEST (1981)
 DL1358
 DL1358                         *CURRENT SURVEY CONTROL
 DL1358  ___________________________________________________________________
 DL1358* NAD 83(1997)-  33 12 36.47730(N)    092 39 47.81570(W)     ADJUSTED  
 DL1358* NAVD 88     -                                                        
 DL1358  ___________________________________________________________________
 DL1358  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DL1358  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1358
 DL1358  HORZ ORDER  -  THIRD
 DL1358
 DL1358.The horizontal coordinates were established by classical geodetic methods
 DL1358.and adjusted by the National Geodetic Survey in September 1999..
 DL1358
 DL1358
 DL1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1358
 DL1358.The geoid height was determined by GEOID03.
 DL1358
 DL1358;                    North         East     Units Scale Factor Converg.
 DL1358;SPC AR S     -   460,478.773   338,160.630   MT  1.00002114   -0 22 16.4
 DL1358;SPC AR S     - 1,510,754.11  1,109,448.67   sFT  1.00002114   -0 22 16.4
 DL1358;UTM  15      - 3,674,633.159   531,380.078   MT  0.99961214   +0 11 03.9
 DL1358
 DL1358                          SUPERSEDED SURVEY CONTROL
 DL1358
 DL1358  NAD 83(1997)-  33 12 36.48613(N)    092 39 47.80845(W) AD(       ) 4
 DL1358  NAD 83(1986)-  33 12 36.48990(N)    092 39 47.80652(W) AD(       ) 4
 DL1358  NAD 27      -  33 12 36.02300(N)    092 39 47.23600(W) AD(       ) 3
 DL1358
 DL1358.Superseded values are not recommended for survey control.
 DL1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1358.See file dsdata.txt to determine how the superseded data were derived.
 DL1358
 DL1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3138074633(NAD 83)
 DL1358_MARKER: 53 = ELEVATED TANK
 DL1358
 DL1358  HISTORY     - Date     Condition        Report By
 DL1358  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1358  HISTORY     - 1952     GOOD             CGS
 DL1358  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL1358
 DL1358                          STATION DESCRIPTION
 DL1358
 DL1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1358'THIS STATION IS A WATER TANK OF THE RITCHIE GROCERY CO., LOCATED
 DL1358'IN THE SOUTH CENTRAL PART OF THE TOWN OF EL DORADO, AND USED
 DL1358'FOR FIRE EMERGENCY.
 DL1358'
 DL1358'THE FOUR LEGS ARE OF STEEL TRUSSWORK, PAINTED BLACK AND ABOUT
 DL1358'50 FEET HIGH.  THE VERTICAL SECTION IS PAINTED SILVER AND IS
 DL1358'ABOUT 15 FEET HIGH.  THE CONICAL ROOF HAS A SMALL SILVER BALL
 DL1358'AT ITS APEX WHICH IS THE OBJECT SIGHTED UPON.
 DL1358'
 DL1358'THE TANK WAS ERECTED IN 1914 AND THE TOTAL HEIGHT IS 65 FEET.
 DL1358
 DL1358                          STATION RECOVERY (1952)
 DL1358
 DL1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1358'STATION RECOVERED AS DESCRIBED.
 DL1358'
 DL1358'IT IS LOCATED IN THE TRUCK LOADING AREA OF THE RICHIE GROCERY
 DL1358'COMPANY, NEAR THE INTERSECTION OF WAST AND LOCUST STREETS IN
 DL1358'EL DORADO.  THE TANK IS NOW PAINTED ALUMINUM.
 DL1358
 DL1358                          STATION RECOVERY (2004)
 DL1358
 DL1358'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL1358'TANK GONE.
 DL1358' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1359 ***********************************************************************
 DL1359  DESIGNATION -  EL DORADO RM 1
 DL1359  PID         -  DL1359
 DL1359  STATE/COUNTY-  AR/UNION
 DL1359  USGS QUAD   -  EL DORADO WEST (1981)
 DL1359
 DL1359                         *CURRENT SURVEY CONTROL
 DL1359  ___________________________________________________________________
 DL1359* NAD 83(1997)-  33 12 33.60285(N)    092 39 57.21667(W)     ADJUSTED  
 DL1359* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 DL1359  ___________________________________________________________________
 DL1359  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DL1359  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1359
 DL1359  HORZ ORDER  -  SECOND
 DL1359
 DL1359.The horizontal coordinates were established by classical geodetic methods
 DL1359.and adjusted by the National Geodetic Survey in September 1999..
 DL1359
 DL1359.The orthometric height was scaled from a topographic map.
 DL1359
 DL1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1359
 DL1359.The geoid height was determined by GEOID03.
 DL1359
 DL1359;                    North         East     Units Scale Factor Converg.
 DL1359;SPC AR S     -   460,391.798   337,916.592   MT  1.00002134   -0 22 21.7
 DL1359;SPC AR S     - 1,510,468.76  1,108,648.02   sFT  1.00002134   -0 22 21.7
 DL1359;UTM  15      - 3,674,543.858   531,136.995   MT  0.99961195   +0 10 58.8
 DL1359
 DL1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1359!SPC AR S     -   0.99999173  x   1.00002134  =   1.00001307
 DL1359!UTM  15      -   0.99999173  x   0.99961195  =   0.99960368
 DL1359
 DL1359:                Primary Azimuth Mark                     Grid Az
 DL1359:SPC AR S     -  NORPHLET MUNICIPAL TANK                  000 28 41.4
 DL1359:UTM  15      -  NORPHLET MUNICIPAL TANK                  359 55 20.9
 DL1359
 DL1359|---------------------------------------------------------------------|
 DL1359| PID    Reference Object                     Distance      Geod. Az  |
 DL1359|                                                           dddmmss.s |
 DL1359| DL1345 NORPHLET MUNICIPAL TANK             APPROX.11.9 KM 0000619.7 |
 DL1359| DL1611 EL DORADO                            46.409 METERS 02924     |
 DL1359| DL1355 EL DORADO ARK PWR CO RAD MAST       483.964 METERS 1062831.5 |
 DL1359| CY6004 EL DORADO RM 2                                     34959     |
 DL1359|---------------------------------------------------------------------|
 DL1359
 DL1359                          SUPERSEDED SURVEY CONTROL
 DL1359
 DL1359  NAD 83(1997)-  33 12 33.61168(N)    092 39 57.20937(W) AD(       ) 2
 DL1359  NAD 83(1986)-  33 12 33.61493(N)    092 39 57.20837(W) AD(       ) 2
 DL1359  NAD 27      -  33 12 33.14700(N)    092 39 56.64700(W) AD(       ) 2
 DL1359
 DL1359.Superseded values are not recommended for survey control.
 DL1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1359.See file dsdata.txt to determine how the superseded data were derived.
 DL1359
 DL1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3113774544(NAD 83)
 DL1359_MARKER: DR = REFERENCE MARK DISK
 DL1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1359
 DL1359  HISTORY     - Date     Condition        Report By
 DL1359  HISTORY     - 1941     MONUMENTED       CGS
 DL1359  HISTORY     - 20040926 GOOD             USPSQD
 DL1359
 DL1359                          STATION DESCRIPTION
 DL1359
 DL1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1359'SEE STATION EL DORADO
 DL1359
 DL1359                          STATION RECOVERY (2004)
 DL1359
 DL1359'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2816 ***********************************************************************
 EH2816  DESIGNATION -  ELAINE MISS R GRAIN COOP ELEV
 EH2816  PID         -  EH2816
 EH2816  STATE/COUNTY-  AR/PHILLIPS
 EH2816  USGS QUAD   -  ELAINE (1982)
 EH2816
 EH2816                         *CURRENT SURVEY CONTROL
 EH2816  ___________________________________________________________________
 EH2816* NAD 83(1997)-  34 19 00.04257(N)    090 50 56.10582(W)     ADJUSTED  
 EH2816* NAVD 88     -                                                        
 EH2816  ___________________________________________________________________
 EH2816  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 EH2816  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2816
 EH2816  HORZ ORDER  -  THIRD
 EH2816
 EH2816.The horizontal coordinates were established by classical geodetic methods
 EH2816.and adjusted by the National Geodetic Survey in September 1999..
 EH2816
 EH2816
 EH2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2816
 EH2816.The geoid height was determined by GEOID03.
 EH2816
 EH2816;                    North         East     Units Scale Factor Converg.
 EH2816;SPC AR S     -   583,603.291   505,936.601   MT  0.99993056   +0 38 39.3
 EH2816;SPC AR S     - 1,914,705.13  1,659,893.67   sFT  0.99993056   +0 38 39.3
 EH2816;SPC MS W     -   534,193.471   652,547.417   MT  0.99997775   -0 17 26.4
 EH2816;SPC MS W     - 1,752,599.75  2,140,899.32   sFT  0.99997775   -0 17 26.4
 EH2816;UTM  15      - 3,799,364.766   697,924.620   MT  1.00008290   +1 12 47.2
 EH2816
 EH2816                          SUPERSEDED SURVEY CONTROL
 EH2816
 EH2816  NAD 83(1997)-  34 19 00.04373(N)    090 50 56.10527(W) AD(       ) 4
 EH2816  NAD 83(1986)-  34 19 00.05145(N)    090 50 56.10206(W) AD(       ) 4
 EH2816  NAD 27      -  34 18 59.67936(N)    090 50 55.71308(W) AD(       ) 3
 EH2816
 EH2816.Superseded values are not recommended for survey control.
 EH2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2816.See file dsdata.txt to determine how the superseded data were derived.
 EH2816
 EH2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9792599365(NAD 83)
 EH2816_MARKER: 65 = GRAIN ELEVATOR
 EH2816
 EH2816  HISTORY     - Date     Condition        Report By
 EH2816  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2816
 EH2816                          STATION DESCRIPTION
 EH2816
 EH2816'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2816'THE STATION IS THE CENTER OF THE TOP AND HIGHEST POINT OF THE
 EH2816'ELEVATOR.  IT IS A CONCRETE STRUCTURE PAINTED WHITE WITH AN
 EH2816'OVERALL HEIGHT OF ABOUT 115 FEET.
 EH2816'
 EH2816'ABOUT 0.2 MILE NORTH OF THE CENTER OF ELAINE AND ALONG THE WEST
 EH2816'SIDE OF STATE HIGHWAY 85.  OWNED AND OPERATED BY THE MISSISSIPPI
 EH2816'RIVER GRAIN DRYING CO-OP OF HELENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2817 ***********************************************************************
 EH2817  DESIGNATION -  ELAINE MUNICIPAL TANK
 EH2817  PID         -  EH2817
 EH2817  STATE/COUNTY-  AR/PHILLIPS
 EH2817  USGS QUAD   -  ELAINE (1982)
 EH2817
 EH2817                         *CURRENT SURVEY CONTROL
 EH2817  ___________________________________________________________________
 EH2817* NAD 83(1997)-  34 18 34.67811(N)    090 51 04.34496(W)     ADJUSTED  
 EH2817* NAVD 88     -                                                        
 EH2817  ___________________________________________________________________
 EH2817  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EH2817  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2817
 EH2817  HORZ ORDER  -  THIRD
 EH2817
 EH2817.The horizontal coordinates were established by classical geodetic methods
 EH2817.and adjusted by the National Geodetic Survey in September 1999..
 EH2817
 EH2817
 EH2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2817
 EH2817.The geoid height was determined by GEOID03.
 EH2817
 EH2817;                    North         East     Units Scale Factor Converg.
 EH2817;SPC AR S     -   582,819.464   505,734.750   MT  0.99992997   +0 38 34.7
 EH2817;SPC AR S     - 1,912,133.52  1,659,231.43   sFT  0.99992997   +0 38 34.7
 EH2817;SPC MS W     -   533,413.005   652,332.794   MT  0.99997800   -0 17 30.9
 EH2817;SPC MS W     - 1,750,039.17  2,140,195.17   sFT  0.99997800   -0 17 30.9
 EH2817;UTM  15      - 3,798,578.855   697,730.530   MT  1.00008195   +1 12 41.7
 EH2817
 EH2817                          SUPERSEDED SURVEY CONTROL
 EH2817
 EH2817  NAD 83(1997)-  34 18 34.67932(N)    090 51 04.34363(W) AD(       ) 4
 EH2817  NAD 83(1986)-  34 18 34.68712(N)    090 51 04.34069(W) AD(       ) 4
 EH2817  NAD 27      -  34 18 34.31449(N)    090 51 03.95280(W) AD(       ) 3
 EH2817
 EH2817.Superseded values are not recommended for survey control.
 EH2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2817.See file dsdata.txt to determine how the superseded data were derived.
 EH2817
 EH2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9773198579(NAD 83)
 EH2817_MARKER: 53 = ELEVATED TANK
 EH2817
 EH2817  HISTORY     - Date     Condition        Report By
 EH2817  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2817
 EH2817                          STATION DESCRIPTION
 EH2817
 EH2817'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2817'STATION IS THE TOP OF THE CENTER OF THE TANK.  IT IS A 4
 EH2817'LEGGED STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL HEIGHT
 EH2817'OF ABOUT 70 FEET.  OWNED AND OPERATED BY THE ELAINE WATER AND
 EH2817'SEWER WORKS.
 EH2817'
 EH2817'LOCATED AT THE NORTH EDGE OF ELAINE ABOUT 0.1 MILE NORTH OF THE
 EH2817'JUNCTION OF STATE HIGHWAYS 85 AND 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1680 ***********************************************************************
 FG1680  DESIGNATION -  ELBERTA
 FG1680  PID         -  FG1680
 FG1680  STATE/COUNTY-  AR/SEARCY
 FG1680  USGS QUAD   -  OXLEY (1980)
 FG1680
 FG1680                         *CURRENT SURVEY CONTROL
 FG1680  ___________________________________________________________________
 FG1680* NAD 83(1997)-  35 49 32.93159(N)    092 29 12.50811(W)     ADJUSTED  
 FG1680* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 FG1680  ___________________________________________________________________
 FG1680  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 FG1680  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FG1680
 FG1680  HORZ ORDER  -  SECOND
 FG1680
 FG1680.The horizontal coordinates were established by classical geodetic methods
 FG1680.and adjusted by the National Geodetic Survey in September 1999..
 FG1680
 FG1680.The orthometric height was scaled from a topographic map.
 FG1680
 FG1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1680
 FG1680.The geoid height was determined by GEOID03.
 FG1680
 FG1680;                    North         East     Units Scale Factor Converg.
 FG1680;SPC AR N     -   165,688.046   356,013.901   MT  0.99994479   -0 16 59.8
 FG1680;SPC AR N     -   543,594.86  1,168,022.27   sFT  0.99994479   -0 16 59.8
 FG1680;UTM  15      - 3,964,750.510   546,354.488   MT  0.99962648   +0 18 01.4
 FG1680
 FG1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1680!SPC AR N     -   0.99992022  x   0.99994479  =   0.99986501
 FG1680!UTM  15      -   0.99992022  x   0.99962648  =   0.99954673
 FG1680
 FG1680|---------------------------------------------------------------------|
 FG1680| PID    Reference Object                     Distance      Geod. Az  |
 FG1680|                                                           dddmmss.s |
 FG1680| CI0809 ELBERTA RM 1                         12.866 METERS 03654     |
 FG1680| FG1779 RED                                 APPROX.11.4 KM 1933233.1 |
 FG1680| CI0810 ELBERTA RM 2                         15.273 METERS 27005     |
 FG1680|---------------------------------------------------------------------|
 FG1680
 FG1680                          SUPERSEDED SURVEY CONTROL
 FG1680
 FG1680  NAD 83(1986)-  35 49 32.94315(N)    092 29 12.50776(W) AD(       ) 2
 FG1680  NAD 27      -  35 49 32.66300(N)    092 29 11.93000(W) AD(       ) 2
 FG1680
 FG1680.Superseded values are not recommended for survey control.
 FG1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1680.See file dsdata.txt to determine how the superseded data were derived.
 FG1680
 FG1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4635464751(NAD 83)
 FG1680_MARKER: DS = TRIANGULATION STATION DISK
 FG1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1680
 FG1680  HISTORY     - Date     Condition        Report By
 FG1680  HISTORY     - 1954     MONUMENTED       CGS
 FG1680
 FG1680                          STATION DESCRIPTION
 FG1680
 FG1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1680'THE STATION IS IN SECTION 28, T 14 N, R 14 W, ON THE
 FG1680'RIGHT-OF-WAY OF A GRAVELED ROAD, ABOUT 4 MILES EAST OF LESLIE,
 FG1680'1.5 MILES SOUTH AND 1 MILE EAST OF THE ELBERTA POST OFFICE,
 FG1680'30 FEET NORTH-NORTHEAST OF A 10-INCH OAK TREE, 27 FEET
 FG1680'EAST-SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD AND 6 FEET
 FG1680'NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 FG1680'
 FG1680'TO REACH THE STATION FROM THE POST OFFICE IN LESLIE, GO EASTERLY
 FG1680'ON STATE HIGHWAY 66 FOR 3.8 MILES TO THE ELBERTA POST OFFICE
 FG1680'ON THE RIGHT, CONTINUE EASTERLY ON THE HIGHWAY FOR 1.25 MILES
 FG1680'TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT (SOUTH) AND FOLLOW
 FG1680'THE MAIN ROAD FOR 1.1 MILES TO THE STATION ON THE LEFT.
 FG1680'
 FG1680'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1680'ELBERTA 1954.
 FG1680'
 FG1680'REFERENCE MARK 1 IS 36 FEET EAST-SOUTHEAST OF THE CENTER OF
 FG1680'THE GRAVELED ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK
 FG1680'IS STAMPED ELBERTA NO 1 1954.
 FG1680'
 FG1680'REFERENCE MARK 2 IS 15 FEET WEST-NORTHWEST OF THE GRAVELED
 FG1680'ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FG1680'ELBERTA NO 2 1954.
 FG1680'
 FG1680'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 FG1680'POSTS.
 FG1680'
 FG1680'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1680'
 FG1680'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1605 ***********************************************************************
 DL1605  SACS        -  This is a Secondary Airport Control Station.
 DL1605  DESIGNATION -  ELD AP STA A
 DL1605  PID         -  DL1605
 DL1605  STATE/COUNTY-  AR/UNION
 DL1605  USGS QUAD   -  NEWELL (1985)
 DL1605
 DL1605                         *CURRENT SURVEY CONTROL
 DL1605  ___________________________________________________________________
 DL1605* NAD 83(1997)-  33 13 26.17091(N)    092 48 25.45761(W)     ADJUSTED  
 DL1605* NAVD 88     -        76.24   (meters)     250.1    (feet)  GPS OBS   
 DL1605  ___________________________________________________________________
 DL1605  X           -    -261,562.544 (meters)                     COMP
 DL1605  Y           -  -5,334,540.668 (meters)                     COMP
 DL1605  Z           -   3,474,788.745 (meters)                     COMP
 DL1605  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DL1605  ELLIP HEIGHT-          49.97  (meters)          (01/29/02) GPS OBS
 DL1605  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1605
 DL1605  HORZ ORDER  -  FIRST
 DL1605  ELLP ORDER  -  FIFTH     CLASS I
 DL1605
 DL1605.This mark is at South Arkansas Regional At Goodwin Fld Airport (ELD)
 DL1605
 DL1605.The horizontal coordinates were established by GPS observations
 DL1605.and adjusted by the National Geodetic Survey in January 2002..
 DL1605
 DL1605.The orthometric height was determined by GPS observations and a
 DL1605.high-resolution geoid model.
 DL1605
 DL1605.GPS derived orthometric heights for airport stations designated as
 DL1605.PACS or SACS are published to 2 decimal places.  This maintains
 DL1605.centimeter relative accuracy between the PACS and SACS.  It does
 DL1605.not indicate centimeter accuracy relative to other marks which are
 DL1605.part of the NAVD 88 network.
 DL1605
 DL1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1605
 DL1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1605
 DL1605.The ellipsoidal height was determined by GPS observations
 DL1605.and is referenced to NAD 83.
 DL1605
 DL1605.The geoid height was determined by GEOID03.
 DL1605
 DL1605;                    North         East     Units Scale Factor Converg.
 DL1605;SPC AR S     -   462,105.984   324,767.123   MT  1.00001773   -0 27 06.2
 DL1605;SPC AR S     - 1,516,092.72  1,065,506.80   sFT  1.00001773   -0 27 06.2
 DL1605;UTM  15      - 3,676,129.580   517,976.919   MT  0.99960398   +0 06 20.5
 DL1605
 DL1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1605!SPC AR S     -   0.99999215  x   1.00001773  =   1.00000988
 DL1605!UTM  15      -   0.99999215  x   0.99960398  =   0.99959614
 DL1605
 DL1605:                Primary Azimuth Mark                     Grid Az
 DL1605:SPC AR S     -  ELD ARP                                  242 51 48.6
 DL1605:UTM  15      -  ELD ARP                                  242 18 21.9
 DL1605
 DL1605|---------------------------------------------------------------------|
 DL1605| PID    Reference Object                     Distance      Geod. Az  |
 DL1605|                                                           dddmmss.s |
 DL1605| DL1606 ELD ARP                             APPROX. 0.8 KM 2422442.4 |
 DL1605|---------------------------------------------------------------------|
 DL1605
 DL1605                          SUPERSEDED SURVEY CONTROL
 DL1605
 DL1605  NAD 83(1997)-  33 13 26.17198(N)    092 48 25.45560(W) AD(       ) 2
 DL1605  ELLIP H (09/14/99)   50.05   (m)                       GP(       ) 4 1
 DL1605  NAD 83(1997)-  33 13 26.17783(N)    092 48 25.44952(W) AD(       ) 2
 DL1605  NAD 83(1997)-  33 13 26.18311(N)    092 48 25.44367(W) AD(       ) 2
 DL1605  NGVD 29 (12/03/93)   76.27   (m)          250.2    (f) LEVELING    3  
 DL1605
 DL1605.Superseded values are not recommended for survey control.
 DL1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1605.See file dsdata.txt to determine how the superseded data were derived.
 DL1605
 DL1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1797776130(NAD 83)
 DL1605_MARKER: DT = TOPOGRAPHIC STATION DISK
 DL1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1605_SP_SET: CONCRETE POST
 DL1605_STAMPING: AP 1963-67 STA A
 DL1605_MARK LOGO: NOS   
 DL1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1605+STABILITY: SURFACE MOTION
 DL1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1605+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 DL1605
 DL1605  HISTORY     - Date     Condition        Report By
 DL1605  HISTORY     - 1967     MONUMENTED       NOS
 DL1605  HISTORY     - 19901124 GOOD             NGS
 DL1605  HISTORY     - 19921204 GOOD
 DL1605  HISTORY     - 20010518 GOOD             NGS
 DL1605  HISTORY     - 20040424 GOOD             NGS
 DL1605
 DL1605                          STATION DESCRIPTION
 DL1605
 DL1605'DESCRIBED BY NATIONAL OCEAN SERVICE 1967
 DL1605'THE STATION IS LOCATED ON GOODWIN FIELD APPROXIMATELY 8.5 MI
 DL1605'(13.7 KM) WEST OF EL DORADO.
 DL1605'TO REACH FROM THE COURTHOUSE IN EL DORADO PROCEED SOUTH ON 167
 DL1605'BUSINESS 0.7 MI (1.1 KM) TO THE INTERSECTION WITH 82 BUSINESS, TURN
 DL1605'RIGHT AND PROCEED 8.4 MI (13.5 KM) TO ROAD ON THE RIGHT (AIRPORT
 DL1605'DRIVE), TURN RIGHT AND PROCEED 0.7 MI (1.1 KM) TO AIRPORT TERMINAL,
 DL1605'TURN RIGHT AND PASS THROUGH GATE ON NORTH SIDE OF TERMINAL AND GO
 DL1605'STRAIGHT ACROSS RAMP TO INTERSECTION OF TAXIWAY B AND C. CONTINUE
 DL1605'STRAIGHT ON TAXIWAY C (CHANGES TO TAXIWAY D ON NORTHEAST SIDE OF
 DL1605'RUNWAY 13-31) FOR 0.45 MI (0.72 KM) TO TAXIWAY E, TURN LEFT AND
 DL1605'CROSS RUNWAY 4-22 TO STATION.
 DL1605'THE STATION IS APPROXIMATELY 150 FT (45.7 M) SOUTHWEST OF RUNWAY 22,
 DL1605'125.1 FT (38.1 M) NORTHWEST OF THE CENTER LINE, 50.2 FT (15.3 M)
 DL1605'NORTHWEST OF THE EDGE OF THE RUNWAY, 115.9 FT (35.3 M) WEST OF THE 7TH
 DL1605'RUNWAY LIGHT SOUTHWEST OF RUNWAY END, 99.6 FT (30.4 M) NORTHEAST OF
 DL1605'THE 8TH RUNWAY LIGHT, AND 267.1 FT (81.4 M) NORTHWEST OF THE WESTERLY
 DL1605'VASI CORNER OF THE NORTHWESTERLY-MOST VASI BOX.
 DL1605'THE STATION IS A NOS DISK STAMPED AP 1963-67 STA A AND IS .5 FT
 DL1605'(15.2 CM) BELOW GROUND LEVEL.
 DL1605'ACCESS TO THE AIRPORT MUST BE ARRANGED THROUGH MR. GARY F. HARRELL,
 DL1605'AIRPORT MANAGER, GOODWIN FIELD, 4186 AIRPORT DRIVE, EL DORADO,
 DL1605'ARKANSAS 71730, PHONE (501) 863-7671.
 DL1605'RECOVERED AND DESCRIBED BY NOS, 12-07-92, RALPH A. HARRELL, CHIEF OF
 DL1605'PARTY.
 DL1605
 DL1605                          STATION RECOVERY (1990)
 DL1605
 DL1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DL1605'THE STATION IS LOCATED ABOUT 1500 FT (457.2 M) SW OF THE NORTH END OF
 DL1605'RWY 4-22, 125.1 FT (38.1 M) NW OF THE OLD CENTERLINE END OF RWY 22,
 DL1605'AND 50.2 FT (15.3 M) NW OF THE NW EDGE OF RWY 4-22.  THE STATION IS A
 DL1605'STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 8 INCH SQUARE CONCRETE
 DL1605'POST WHICH IS 0.5 BELOW THE GROUND AND STAMPED AP 1963-67 STA A.  THE
 DL1605'OF THE ORIGINAL MONUMENT WAS BROKEN OFF TO ABOUT 6 IN BELOW THE GROUND
 DL1605'AND A NEW MONUMENT WAS SET USING THE CENTER OF THE REMAINING PORTION
 DL1605'OF THE MONUMENT AS REFERENCE.
 DL1605
 DL1605                          STATION RECOVERY (1992)
 DL1605
 DL1605'RECOVERED 1992
 DL1605'RECOVERED IN GOOD CONDITION.
 DL1605
 DL1605                          STATION RECOVERY (2001)
 DL1605
 DL1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 DL1605'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 DL1605'THIS STATION HAS BEEN DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DL1605'STATION ( SACS ).
 DL1605'
 DL1605
 DL1605                          STATION RECOVERY (2004)
 DL1605
 DL1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 DL1605'RECOVERED AS DESCRIBRED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 DL1605'(SACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1606 ***********************************************************************
 DL1606  SACS        -  This is a Secondary Airport Control Station.
 DL1606  DESIGNATION -  ELD ARP
 DL1606  PID         -  DL1606
 DL1606  STATE/COUNTY-  AR/UNION
 DL1606  USGS QUAD   -  NEWELL (1985)
 DL1606
 DL1606                         *CURRENT SURVEY CONTROL
 DL1606  ___________________________________________________________________
 DL1606* NAD 83(1997)-  33 13 14.43115(N)    092 48 52.18633(W)     ADJUSTED  
 DL1606* NAVD 88     -        76.88   (meters)     252.2    (feet)  GPS OBS   
 DL1606  ___________________________________________________________________
 DL1606  X           -    -262,263.572 (meters)                     COMP
 DL1606  Y           -  -5,334,705.185 (meters)                     COMP
 DL1606  Z           -   3,474,486.532 (meters)                     COMP
 DL1606  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 DL1606  ELLIP HEIGHT-          50.61  (meters)          (01/29/02) GPS OBS
 DL1606  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1606
 DL1606  HORZ ORDER  -  FIRST
 DL1606  ELLP ORDER  -  FIFTH     CLASS I
 DL1606
 DL1606.This mark is at South Arkansas Regional At Goodwin Fld Airport (ELD)
 DL1606
 DL1606.The horizontal coordinates were established by GPS observations
 DL1606.and adjusted by the National Geodetic Survey in January 2002..
 DL1606
 DL1606.The orthometric height was determined by GPS observations and a
 DL1606.high-resolution geoid model.
 DL1606
 DL1606.GPS derived orthometric heights for airport stations designated as
 DL1606.PACS or SACS are published to 2 decimal places.  This maintains
 DL1606.centimeter relative accuracy between the PACS and SACS.  It does
 DL1606.not indicate centimeter accuracy relative to other marks which are
 DL1606.part of the NAVD 88 network.
 DL1606
 DL1606.Photographs are available for this station.
 DL1606
 DL1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1606
 DL1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1606
 DL1606.The ellipsoidal height was determined by GPS observations
 DL1606.and is referenced to NAD 83.
 DL1606
 DL1606.The geoid height was determined by GEOID03.
 DL1606
 DL1606;                    North         East     Units Scale Factor Converg.
 DL1606;SPC AR S     -   461,749.793   324,072.156   MT  1.00001853   -0 27 21.1
 DL1606;SPC AR S     - 1,514,924.11  1,063,226.73   sFT  1.00001853   -0 27 21.1
 DL1606;UTM  15      - 3,675,766.795   517,285.737   MT  0.99960368   +0 06 05.9
 DL1606
 DL1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1606!SPC AR S     -   0.99999205  x   1.00001853  =   1.00001058
 DL1606!UTM  15      -   0.99999205  x   0.99960368  =   0.99959574
 DL1606
 DL1606:                Primary Azimuth Mark                     Grid Az
 DL1606:SPC AR S     -  ELD AP STA A                             062 51 48.9
 DL1606:UTM  15      -  ELD AP STA A                             062 18 21.9
 DL1606
 DL1606|---------------------------------------------------------------------|
 DL1606| PID    Reference Object                     Distance      Geod. Az  |
 DL1606|                                                           dddmmss.s |
 DL1606| DL1605 ELD AP STA A                        APPROX. 0.8 KM 0622427.8 |
 DL1606|---------------------------------------------------------------------|
 DL1606
 DL1606                          SUPERSEDED SURVEY CONTROL
 DL1606
 DL1606  NAD 83(1997)-  33 13 14.43237(N)    092 48 52.18450(W) AD(       ) 2
 DL1606  ELLIP H (09/14/99)   50.69   (m)                       GP(       ) 4 1
 DL1606  NAD 83(1997)-  33 13 14.43821(N)    092 48 52.17843(W) AD(       ) 2
 DL1606  NAD 83(1997)-  33 13 14.44350(N)    092 48 52.17257(W) AD(       ) 2
 DL1606  NGVD 29 (12/03/93)   76.93   (m)          252.4    (f) LEVELING    3  
 DL1606
 DL1606.Superseded values are not recommended for survey control.
 DL1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1606.See file dsdata.txt to determine how the superseded data were derived.
 DL1606
 DL1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1728675767(NAD 83)
 DL1606_MARKER: DT = TOPOGRAPHIC STATION DISK
 DL1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1606_SP_SET: CONCRETE POST
 DL1606_STAMPING: ARP 1963
 DL1606_MARK LOGO: CGS   
 DL1606_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1606+STABILITY: SURFACE MOTION
 DL1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1606+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 DL1606
 DL1606  HISTORY     - Date     Condition        Report By
 DL1606  HISTORY     - 1963     MONUMENTED       CGS
 DL1606  HISTORY     - 19901124 GOOD             NGS
 DL1606  HISTORY     - 19921207 GOOD
 DL1606  HISTORY     - 20010519 GOOD             NGS
 DL1606  HISTORY     - 20040424 GOOD             NGS
 DL1606
 DL1606                          STATION DESCRIPTION
 DL1606
 DL1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DL1606'THE STATION IS LOCATED ON GOODWIN FIELD APPROXIMATELY 8.5 MI
 DL1606'(13.7 KM) WEST OF EL DORADO.
 DL1606'TO REACH FROM THE COURTHOUSE IN EL DORADO PROCEED SOUTH ON 167
 DL1606'BUSINESS 0.7 MI (1.1 KM) TO THE INTERSECTION WITH 82 BUSINESS, TURN
 DL1606'RIGHT AND PROCEED 8.4 MI (13.5 KM) TO ROAD RIGHT (AIRPORT DRIVE),
 DL1606'TURN RIGHT AND PROCEED 0.7 MI (1.1 KM) TO AIRPORT TERMINAL, TURN
 DL1606'RIGHT AND PASS THROUGH GATE ON NORTH SIDE OF TERMINAL AND GO STRAIGHT
 DL1606'ACROSS RAMP TO INTERSECTION OF TAXIWAY B AND C, TURN LEFT ON
 DL1606'TAXIWAY B AND GO FOR 0.15 MI (0.24 KM) TO TAXIWAY ON RIGHT, TURN
 DL1606'RIGHT AND GO 0.1 MI (0.2 KM) TO RUNWAY, TURN RIGHT ON RUNWAY AND GO
 DL1606'0.1 MI (0.2 KM) TO DIM TRACK ROAD ON LEFT, TURN LEFT AND GO 0.1 MI
 DL1606'(0.2 KM) TO WIND EQUIPMENT AND STATION.
 DL1606'THE STATION IS 132.7 FT (40.4 M) WEST OF ANEMOMETER, 43.8 FEET
 DL1606'(13.4 M) NORTHWEST OF A WINDSOCK, AND 106.7 FT (32.5 M) SOUTH OF THE
 DL1606'SOUTHWESTERLY CORNER OF A CONCRETE STORM DRAIN.
 DL1606'THE STATION IS A CGS TOPOGRAPHIC DISK STAMPED ARP 1963 AND SET FLUSH
 DL1606'WITH THE GROUND.
 DL1606'ACCESS TO THE AIRPORT MUST BE ARRANGED THROUGH MR. GARY F. HARRELL,
 DL1606'AIRPORT MANAGER, GOODWIN FIELD, 4186 AIRPORT DRIVE, ELDORADO,
 DL1606'ARKANSAS 71730, PHONE (501) 863-7671.
 DL1606'RECOVERED AND DESCRIBED BY NOS, 12-07-92, RALPH A. HARRELL, CHIEF OF
 DL1606'PARTY.
 DL1606
 DL1606                          STATION RECOVERY (1990)
 DL1606
 DL1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (JWB)
 DL1606'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT, 132.7 FT (40.4
 DL1606'M) WEST OF AN ANEMOMETER, 43.8 FT (13.4 M) NORTHWEST OF A WINDSOCK,
 DL1606'106.7 FT (32.5 M) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE STORM
 DL1606'DRAIN, AND 71.2 FT (21.7 M) SOUTHWEST OF THE CENTERLINE EXTENDED OF
 DL1606'THE SERVICE ROAD TO THE ANEMOMETER.  THE STATION IS A STANDARD
 DL1606'TOPOGRAPHIC DISK SET IN THE TOP OF A 6 INCH CONCRETE POST WHICH IS
 DL1606'FLUSH WITH THE GROUND, AND IS STAMPED ARP 1963.
 DL1606
 DL1606                          STATION RECOVERY (1992)
 DL1606
 DL1606'RECOVERED 1992
 DL1606'RECOVERED IN GOOD CONDITION.
 DL1606
 DL1606                          STATION RECOVERY (2001)
 DL1606
 DL1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 DL1606'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 DL1606'THIS STATION HAS BEEN DESIGNATED AS AN SECONDARY AIRPORT
 DL1606'CONTROL STATION ( SACS ).
 DL1606'
 DL1606
 DL1606                          STATION RECOVERY (2004)
 DL1606
 DL1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 DL1606'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 DL1606'(SACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7435 ***********************************************************************
 AJ7435  PACS        -  This is a Primary Airport Control Station.
 AJ7435  DESIGNATION -  ELD C
 AJ7435  PID         -  AJ7435
 AJ7435  STATE/COUNTY-  AR/UNION
 AJ7435  USGS QUAD   -  NEWELL (1985)
 AJ7435
 AJ7435                         *CURRENT SURVEY CONTROL
 AJ7435  ___________________________________________________________________
 AJ7435* NAD 83(1997)-  33 13 00.41451(N)    092 48 49.70634(W)     ADJUSTED  
 AJ7435* NAVD 88     -        78.43   (meters)     257.3    (feet)  GPS OBS   
 AJ7435  ___________________________________________________________________
 AJ7435  X           -    -262,211.108 (meters)                     COMP
 AJ7435  Y           -  -5,334,945.918 (meters)                     COMP
 AJ7435  Z           -   3,474,126.121 (meters)                     COMP
 AJ7435  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AJ7435  ELLIP HEIGHT-          52.16  (meters)          (01/29/02) GPS OBS
 AJ7435  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AJ7435
 AJ7435  HORZ ORDER  -  B
 AJ7435  ELLP ORDER  -  FOURTH    CLASS I
 AJ7435
 AJ7435.This mark is at South Arkansas Regional At Goodwin Fld Airport (ELD)
 AJ7435
 AJ7435.The horizontal coordinates were established by GPS observations
 AJ7435.and adjusted by the National Geodetic Survey in January 2002..
 AJ7435
 AJ7435.The orthometric height was determined by GPS observations and a
 AJ7435.high-resolution geoid model.
 AJ7435
 AJ7435.GPS derived orthometric heights for airport stations designated as
 AJ7435.PACS or SACS are published to 2 decimal places.  This maintains
 AJ7435.centimeter relative accuracy between the PACS and SACS.  It does
 AJ7435.not indicate centimeter accuracy relative to other marks which are
 AJ7435.part of the NAVD 88 network.
 AJ7435
 AJ7435.Photographs are available for this station.
 AJ7435
 AJ7435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7435
 AJ7435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7435
 AJ7435.The ellipsoidal height was determined by GPS observations
 AJ7435.and is referenced to NAD 83.
 AJ7435
 AJ7435.The geoid height was determined by GEOID03.
 AJ7435
 AJ7435;                    North         East     Units Scale Factor Converg.
 AJ7435;SPC AR S     -   461,317.465   324,132.941   MT  1.00001949   -0 27 19.7
 AJ7435;SPC AR S     - 1,513,505.72  1,063,426.16   sFT  1.00001949   -0 27 19.7
 AJ7435;UTM  15      - 3,675,335.258   517,350.697   MT  0.99960371   +0 06 07.2
 AJ7435
 AJ7435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7435!SPC AR S     -   0.99999181  x   1.00001949  =   1.00001130
 AJ7435!UTM  15      -   0.99999181  x   0.99960371  =   0.99959552
 AJ7435
 AJ7435:                Primary Azimuth Mark                     Grid Az
 AJ7435:SPC AR S     -  ELD ARP                                  351 59 48.5
 AJ7435:UTM  15      -  ELD ARP                                  351 26 21.6
 AJ7435
 AJ7435|---------------------------------------------------------------------|
 AJ7435| PID    Reference Object                     Distance      Geod. Az  |
 AJ7435|                                                           dddmmss.s |
 AJ7435| DL1606 ELD ARP                             436.572 METERS 3513228.8 |
 AJ7435|---------------------------------------------------------------------|
 AJ7435
 AJ7435                          SUPERSEDED SURVEY CONTROL
 AJ7435
 AJ7435.No superseded survey control is available for this station.
 AJ7435
 AJ7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1735175335(NAD 83)
 AJ7435_MARKER: F = FLANGE-ENCASED ROD
 AJ7435_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ7435_STAMPING: ELD C 2001
 AJ7435_MARK LOGO: NGS   
 AJ7435_PROJECTION: RECESSED 4 CENTIMETERS
 AJ7435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7435+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 AJ7435_ROD/PIPE-DEPTH: 4.05 meters
 AJ7435_SLEEVE-DEPTH  : 0.90 meters
 AJ7435
 AJ7435  HISTORY     - Date     Condition        Report By
 AJ7435  HISTORY     - 20010518 MONUMENTED       NGS
 AJ7435  HISTORY     - 20040424 GOOD             NGS
 AJ7435
 AJ7435                          STATION DESCRIPTION
 AJ7435
 AJ7435'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AJ7435'THE STATION IS LOCATED ON SOUTHERN ARKANSAS REGIONAL AIRPORT AT
 AJ7435'GOODWIN FIELD, APPROXIMATELY 8.5 MILES WEST OF EL DORADO, ON THE
 AJ7435'SOUTHEAST SIDE OF THE AIRPORT, SOUTHEAST OF RUNWAY 4-22  AND
 AJ7435'SOUTHWEST OF THE JUNCTION OF TAXIWAYS A AND B.
 AJ7435' 
 AJ7435'AIRPORT MANAGER--- GARY F. HARRELL,  GOODWIN FIELD, 4186 AIRPORT
 AJ7435'DRIVE, EL DORADO, ARKANSAS, 71730.  PHONE (501) 863-7671.
 AJ7435' 
 AJ7435'TO REACH THE STATION FROM THE TERMINAL AT THE AIRPORT.  ENTER THE
 AJ7435'GATE ON THE EAST SIDE OF THE TERMINAL AND PROCEED NORTH FOR 0.14
 AJ7435'MILE TO TAXIWAY A.  TURN LEFT (WEST)  AND CONTINUE WEST AND
 AJ7435'SOUTHWEST ON TAXIWAY A FOR 0.2 MILE TO THE STATION ON THE RIGHT,
 AJ7435'JUST SOUTHWEST OF TAXIWAY B.
 AJ7435' 
 AJ7435'THE STATION IS 98.3 FT SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AJ7435'TAXIWAY B AT THE HOLD BAR.  88.2 FEET NORTH-NORTHWEST OF THE
 AJ7435'CENTERLINE OF TAXIWAY A.  2.1 FT SOUTH-SOUTHEAST OF A CARSONITE
 AJ7435'WITNESS POST.
 AJ7435'THE MARK IS THE TOP CENTER OF A STAINLESS STEEL ROD IN FLANGE
 AJ7435'ENCASED ON A PVC PIPE WITH LOGO CAP SURROUNDED WITH CONCRETE,
 AJ7435'SET TO REFUSAL AT 4.05 METERS.
 AJ7435' 
 AJ7435'THIS STATION HAS BEEN DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 AJ7435'STATION, ( PACS ).
 AJ7435' 
 AJ7435'
 AJ7435
 AJ7435                          STATION RECOVERY (2004)
 AJ7435
 AJ7435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AJ7435'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION
 AJ7435'(PACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0204 ***********************************************************************
 EJ0204  DESIGNATION -  ELK
 EJ0204  PID         -  EJ0204
 EJ0204  STATE/COUNTY-  AR/PULASKI
 EJ0204  USGS QUAD   -  SWEET HOME (1986)
 EJ0204
 EJ0204                         *CURRENT SURVEY CONTROL
 EJ0204  ___________________________________________________________________
 EJ0204* NAD 83(1986)-  34 44 41.     (N)    092 11 43.     (W)     SCALED    
 EJ0204* NAVD 88     -        76.210  (meters)     250.03   (feet)  ADJUSTED  
 EJ0204  ___________________________________________________________________
 EJ0204  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EJ0204  DYNAMIC HT  -          76.139 (meters)     249.80  (feet)  COMP
 EJ0204  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 EJ0204
 EJ0204  VERT ORDER  -  SECOND    CLASS 0
 EJ0204
 EJ0204.The horizontal coordinates were scaled from a topographic map and have
 EJ0204.an estimated accuracy of +/- 6 seconds.
 EJ0204
 EJ0204.The orthometric height was determined by differential leveling
 EJ0204.and adjusted by the National Geodetic Survey in June 1991..
 EJ0204.WARNING-Repeat measurements at this control monument indicate possible
 EJ0204.vertical movement.
 EJ0204
 EJ0204.The geoid height was determined by GEOID03.
 EJ0204
 EJ0204.The dynamic height is computed by dividing the NAVD 88
 EJ0204.geopotential number by the normal gravity value computed on the
 EJ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0204.degrees latitude (g = 980.6199 gals.).
 EJ0204
 EJ0204.The modeled gravity was interpolated from observed gravity values.
 EJ0204
 EJ0204;                    North         East    Units  Estimated Accuracy
 EJ0204;SPC AR S     -   630,510.      382,120.      MT  (+/- 180 meters Scaled)
 EJ0204
 EJ0204                          SUPERSEDED SURVEY CONTROL
 EJ0204
 EJ0204  NGVD 29 (??/??/92)   76.253  (m)          250.17   (f) ADJ UNCH    2 0
 EJ0204
 EJ0204.Superseded values are not recommended for survey control.
 EJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0204.See file dsdata.txt to determine how the superseded data were derived.
 EJ0204
 EJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU736450(NAD 83)
 EJ0204_MARKER: DB = BENCH MARK DISK
 EJ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0204_STAMPING: ELK 113 1934
 EJ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0204+STABILITY: SURFACE MOTION
 EJ0204
 EJ0204  HISTORY     - Date     Condition        Report By
 EJ0204  HISTORY     - 1934     MONUMENTED       CGS
 EJ0204  HISTORY     - 1940     GOOD             NGS
 EJ0204
 EJ0204                          STATION DESCRIPTION
 EJ0204
 EJ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0204'ROSE CITY.
 EJ0204'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 70 AND STATE HIGHWAY
 EJ0204'NO. 30 IN ROSE CITY PROCEED SOUTHEAST ON STATE HIGHWAY NO. 30, GO 1.6
 EJ0204'MILES.  BENCH MARK IS 350 FEET WEST OF GRAVEL ROAD CROSSING.  126 FEET
 EJ0204'SOUTHWEST OF FARM HOUSE.  54 FEET SOUTHEAST OF POLE NO. 295-20. 16
 EJ0204'FEET NORTH OF THE CENTER LINE OF ST. LOUIS AND SOUTHWESTERN RR TRACK.
 EJ0204'ABOUT 2 FEET BELOW THE TOP OF THE RAILS.  STD. DISK BM IN TOP OF
 EJ0204'CONCRETE POST, STAMPED, ELK 113 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2610 ***********************************************************************
 EH2610  DESIGNATION -  ELLEN
 EH2610  PID         -  EH2610
 EH2610  STATE/COUNTY-  AR/PHILLIPS
 EH2610  USGS QUAD   -  MOON LAKE (1964)
 EH2610
 EH2610                         *CURRENT SURVEY CONTROL
 EH2610  ___________________________________________________________________
 EH2610* NAD 83(1997)-  34 25 37.41860(N)    090 35 42.84759(W)     ADJUSTED  
 EH2610* NAVD 88     -        62.399  (meters)     204.72   (feet)  ADJUSTED  
 EH2610  ___________________________________________________________________
 EH2610  X           -     -54,713.298 (meters)                     COMP
 EH2610  Y           -  -5,266,366.977 (meters)                     COMP
 EH2610  Z           -   3,585,640.854 (meters)                     COMP
 EH2610  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EH2610  ELLIP HEIGHT-          35.39  (meters)          (09/24/01) GPS OBS
 EH2610  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2610  DYNAMIC HT  -          62.339 (meters)     204.52  (feet)  COMP
 EH2610  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 EH2610
 EH2610  HORZ ORDER  -  FIRST
 EH2610  VERT ORDER  -  FIRST     CLASS II
 EH2610  ELLP ORDER  -  FOURTH    CLASS II
 EH2610
 EH2610.The horizontal coordinates were established by classical geodetic methods
 EH2610.and adjusted by the National Geodetic Survey in September 1999..
 EH2610
 EH2610.The orthometric height was determined by differential leveling
 EH2610.and adjusted by the National Geodetic Survey in June 1991..
 EH2610
 EH2610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2610
 EH2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2610
 EH2610.The ellipsoidal height was determined by GPS observations
 EH2610.and is referenced to NAD 83.
 EH2610
 EH2610.The geoid height was determined by GEOID03.
 EH2610
 EH2610.The dynamic height is computed by dividing the NAVD 88
 EH2610.geopotential number by the normal gravity value computed on the
 EH2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2610.degrees latitude (g = 980.6199 gals.).
 EH2610
 EH2610.The modeled gravity was interpolated from observed gravity values.
 EH2610
 EH2610;                    North         East     Units Scale Factor Converg.
 EH2610;SPC AR S     -   596,137.403   529,114.252   MT  0.99994188   +0 47 10.4
 EH2610;SPC AR S     - 1,955,827.46  1,735,935.68   sFT  0.99994188   +0 47 10.4
 EH2610;SPC MS W     -   546,348.199   675,927.159   MT  0.99995714   -0 08 53.0
 EH2610;SPC MS W     - 1,792,477.38  2,217,604.35   sFT  0.99995714   -0 08 53.0
 EH2610;UTM  15      - 3,812,131.976   720,980.881   MT  1.00020196   +1 21 36.4
 EH2610
 EH2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2610!SPC AR S     -   0.99999444  x   0.99994188  =   0.99993632
 EH2610!SPC MS W     -   0.99999444  x   0.99995714  =   0.99995158
 EH2610!UTM  15      -   0.99999444  x   1.00020196  =   1.00019640
 EH2610
 EH2610|---------------------------------------------------------------------|
 EH2610| PID    Reference Object                     Distance      Geod. Az  |
 EH2610|                                                           dddmmss.s |
 EH2610| EH2609 ELLEN RM 1                           27.295 METERS 00220     |
 EH2610| EH2767 ELLEN AZ MK                         APPROX. 1.1 KM 2185056.5 |
 EH2610| EH2611 ELLEN RM 2                           25.718 METERS 22230     |
 EH2610| EH0705 F 220                               330.558 METERS 35213     |
 EH2610| EH2769 F 220 TPT                           324.284 METERS 35213     |
 EH2610| EH2764 HELENA ARK PWR AND LT STK           APPROX. 3.9 KM 3552525.9 |
 EH2610|---------------------------------------------------------------------|
 EH2610
 EH2610                          SUPERSEDED SURVEY CONTROL
 EH2610
 EH2610  ELLIP H (09/14/99)   35.60   (m)                       GP(       ) 4 1
 EH2610  NAD 83(1997)-  34 25 37.41847(N)    090 35 42.84676(W) AD(       ) 1
 EH2610  NAD 83(1986)-  34 25 37.42717(N)    090 35 42.84503(W) AD(       ) 1
 EH2610  NAD 27      -  34 25 37.05110(N)    090 35 42.46890(W) AD(       ) 1
 EH2610  NGVD 29 (??/??/??)   62.435  (m)          204.84   (f) ADJUSTED    1 2
 EH2610
 EH2610.Superseded values are not recommended for survey control.
 EH2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2610.See file dsdata.txt to determine how the superseded data were derived.
 EH2610
 EH2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2098112132(NAD 83)
 EH2610_MARKER: DS = TRIANGULATION STATION DISK
 EH2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2610_SP_SET: CONCRETE POST
 EH2610_STAMPING: ELLEN 1980
 EH2610_MARK LOGO: NGS   
 EH2610_PROJECTION: FLUSH
 EH2610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2610+STABILITY: SURFACE MOTION
 EH2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2610+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 EH2610
 EH2610  HISTORY     - Date     Condition        Report By
 EH2610  HISTORY     - 1980     MONUMENTED       NGS
 EH2610  HISTORY     - 1984     GOOD             NGS
 EH2610  HISTORY     - 1985     GOOD             NGS
 EH2610  HISTORY     - 1985     GOOD             NGS
 EH2610  HISTORY     - 19900413 GOOD             NGS
 EH2610  HISTORY     - 20030331 MARK NOT FOUND   USACE
 EH2610  HISTORY     - 20050412 GOOD             USACE
 EH2610
 EH2610                          STATION DESCRIPTION
 EH2610
 EH2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2610'THE STATION IS LOCATED ABOUT 11.3 KILOMETERS (7 MI) SOUTH OF
 EH2610'HELENA, AR, 7.2 KILOMETERS (4-1/2 MI) NORTH-NORTHEAST OF FRIARS
 EH2610'POINT, MS AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.  IT
 EH2610'IS ON PROPERTY CONTROLLED BY COTTON BELT LEVEE DISTRICT NO. 1.
 EH2610'PERMISSION WAS OBTAINED FROM MR. J.C. FRAZIER, CHIEF ENGINEER,
 EH2610'P.O. BOX 236, HELENA, AR 72342. TELEPHONE 501-338-3776.
 EH2610'
 EH2610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 EH2610'STATE HIGHWAYS 44 AND 20, AT THE SOUTH EDGE OF HELENA, GO SOUTH
 EH2610'ON STATE HIGHWAY 20 FOR 6.3 MILES (10.14 KM) TO THE JUNCTION OF
 EH2610'STATE HIGHWAY 20 SPUR.  TURN LEFT AND GO SOUTHEASTERLY ON THE
 EH2610'SPUR HIGHWAY FOR 2.0 MILES (3.2 KM) TO THE TOP OF A LEVEE.  TURN
 EH2610'LEFT AND GO NORTHEASTERLY ALONG THE TOP OF THE LEVEE FOR 3.35
 EH2610'MILES (5.39 KM) TO MILEPOST 9/10, THE AZIMUTH MARK AND BENCH
 EH2610'MARK G 220 ON THE LEFT.  CONTINUE NORTHERLY ATOP THE LEVEE FOR
 EH2610'0.7 MILE (1.1 KM) TO THE STATION ON THE RIGHT.
 EH2610'
 EH2610'THE STATION IS A STANDARD NGS DISK
 EH2610'STAMPED---ELLEN 1980---,
 EH2610'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2610'FLUSH WITH GROUND.  IT IS LOCATED
 EH2610'4.4 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2610'1.7 METERS NORTH FROM A METAL WITNESS POST.
 EH2610'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2610'STAMPED---ELLEN 1980---,
 EH2610'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW GROUND.
 EH2610'
 EH2610'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2610'STAMPED---ELLEN NO 1 1980---,
 EH2610'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2610'FLUSH WITH GROUND.  IT IS LOCATED
 EH2610'4.0 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2610'1.21 METERS NORTH-NORTHWEST FROM A METAL WITNESS POST.
 EH2610'MARK IS LEVEL WITH STATION.
 EH2610'
 EH2610'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 EH2610'STAMPED---ELLEN NO 2 1980---,
 EH2610'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2610'WITH GROUND.  IT IS LOCATED
 EH2610'3.3 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2610'1.1 METERS SOUTH FROM A METAL WITNESS POST.
 EH2610'MARK IS LEVEL WITH STATION.
 EH2610'
 EH2610'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2610'STAMPED---ELLEN 1980---,
 EH2610'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2610'FLUSH WITH GROUND.  IT IS LOCATED
 EH2610'4.8 METERS NORTH FROM THE CENTER OF THE LEVEE ROAD AND
 EH2610'1.2 METERS EAST FROM A METAL WITNESS POST.
 EH2610'
 EH2610'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.0 METERS.
 EH2610
 EH2610                          STATION RECOVERY (1984)
 EH2610
 EH2610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2610'STATION MARK, REFERENCE MARKS 1 AND 2, AZIMUTH MARK AND BENCH MARK G
 EH2610'220 WERE RECOVERED IN GOOD CONDITION.  THE BENCH MARK WAS NOT
 EH2610'OBSERVED UPON DUE TO SHORTAGE OF TRIPODS.  DISTANCES TO REFERENCE
 EH2610'MARKS WERE FOUND TO BE REVERSED IN OLD DATA, OTHERWISE, ALL DATA
 EH2610'COMPARED FAVORABLY.
 EH2610'
 EH2610'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTH OF HELENA, 7.2 KM
 EH2610'(4.5 MI) NORTH-NORTHWEST OF FRIARS POINT, ON THE WEST LEVEE ALONG
 EH2610'MISSISSIPPI RIVER.  OWNERSHIP--COTTON BELT LEVEE DISTRICT, C/O CHIEF
 EH2610'ENGINEER J.C.  FRAZIER, PO BOX 236, HELENA, AR 72342, PHONE (501)
 EH2610'338-5776.
 EH2610'
 EH2610'TO REACH THE STATION FROM JUNCTION OF US HIGHWAY 49 AND STATE
 EH2610'HIGHWAYS 20 AND 44 AT SOUTH EDGE OF HELENA, GO SOUTH ON HIGHWAY 20
 EH2610'FOR 10.1 KM (6.25 MI) TO ITS JUNCTION WITH STATE HIGHWAY 20 SPUR.
 EH2610'TURN LEFT, SOUTHEAST, ON HIGHWAY 20 SPUR FOR 3.1 KM (1.95 MI) TO ITS
 EH2610'JUNCTION WITH LEVEE ROAD.  TURN LEFT, NORTHEAST, ON THE LEVEE ROAD
 EH2610'FOR 1.8 KM (1.1 MI) TO A CATTLE GUARD.  CONTINUE AHEAD FOR 3.9 KM
 EH2610'(2.4 MI) TO A CATTLE GUARD.  CONTINUE AHEAD FOR 1.0 KM (0.6 MI) TO A
 EH2610'CURVE LEFT TO THE NORTH, JUST PAST RAMPS RIGHT AND LEFT, A WIDE SPOT
 EH2610'ON THE RIGHT AND THE STATION.
 EH2610'
 EH2610'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 EH2610'---ELLEN 1980--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 EH2610'(11.8 INCHES) IN DIAMETER RECESSED 2 CM (0.8 INCH) BELOW THE GROUND
 EH2610'ON EXTENDED TANGENTS OF ROAD CENTERLINES LEADING NORTH AND SOUTHWEST
 EH2610'LOCATED 43 METERS (141 FEET) NNE FROM CENTER EAST LEVEE RAMP, 24.7
 EH2610'METERS (81.0 FEET) NNE FROM METAL WITNESS POST, 35 METERS (115 FEET)
 EH2610'NNE FROM CENTER WEST LEVEE RAMP, AND 4.7 METERS (15.4 FEET) SE FROM
 EH2610'CENTER LEVEE ROAD.
 EH2610'
 EH2610'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK SET
 EH2610'INTO AN IRREGULAR MASS OF CONCRETE.
 EH2610'
 EH2610'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2610'STAMPED ---ELLEN NO 1 1980--- SET INTO THE TOP OF A ROUND CONCRETE
 EH2610'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER RECESSED 1 CM (0.4 INCH)
 EH2610'BELOW THE GROUND IN VEE FORMED BY LEVEE ROAD AND WEST RAMP LOCATED 18
 EH2610'METERS (59 FEET) NNE FROM CENTER OF EAST RAMP, 3.0 METERS (9.8 FEET)
 EH2610'W FROM CENTER LEVEE ROAD, 4.3 METERS (14.1 FEET) E FROM CENTER OF
 EH2610'WEST RAMP, AND 1.2 METERS (3.9 FEET) SE FROM METAL WITNESS POST.
 EH2610'MARK IS LEVEL WITH THE STATION.
 EH2610'
 EH2610'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2610'STAMPED ---ELLEN NO 2 1980--- SET INTO THE TOP OF A ROUND CONCRETE
 EH2610'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER FLUSH WITH THE GROUND MARK
 EH2610'IS CHIPPED BUT SOLID LOCATED 3.8 METERS (12.5 FEET) E FROM CENTER OF
 EH2610'LEVEE ROAD, 40 METERS (131 FEET) NE FROM JUNCTION OF CENTERS OF LEVEE
 EH2610'ROAD AND EAST RAMP, AND 52.3 METERS (171.6 FEET) NE FROM METAL
 EH2610'WITNESS POST.  MARK IS LEVEL WITH THE STATION.
 EH2610'
 EH2610'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2610'STAMPED ---ELLEN 1980--- SET INTO THE TOP OF A ROUND CONCRETE
 EH2610'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 EH2610'LOCATED 4.8 METERS (15.7 FEET) N FROM CENTER LEVEE ROAD, 0.3 METER (1
 EH2610'FOOT) FROM LOWER THAN ROAD, 11.1 METERS (36.4 FEET) W FROM MILEPOST
 EH2610'9/10 (BROKEN IN HALF), AND 11.0 METERS (36.1 FEET) W FROM METAL
 EH2610'WITNESS POST AT BM G 220.
 EH2610'
 EH2610'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH2610'MAY-JUNE 1984.  AN EDM TRAVERSE WAS MADE TO THE AZIMUTH MARK.
 EH2610
 EH2610                          STATION RECOVERY (1985)
 EH2610
 EH2610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2610'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK 2 WERE
 EH2610'RECOVERED IN GOOD CONDITION.  OWNERSHIP--HELENA IMPROVEMENT DISTRICT,
 EH2610'C/O ROSCOPE AND HIGGINS, P.A., PO BOX 610 HELENA AR 72342,
 EH2610'PHONE 501-338-3438.
 EH2610'
 EH2610'TO REACH FROM THE JUNCTION OF US HIGHWAY 49 AND STATE HIGHWAYS 20
 EH2610'AND 44 AT THE SOUTH EDGE OF HELENA, GO SOUTH ON HIGHWAYS 20
 EH2610'AND 44, 0.32 KM (0.2 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD
 EH2610'ON HIGHWAY 20 FOR 9.75 KM (6.0 MI) TO ITS JUNCTION WITH STATE
 EH2610'HIGHWAY 20 SPUR ON THE LEFT.  TURN LEFT, SOUTHEAST, ON HIGHWAY 20
 EH2610'SPUR FOR 3.1 KM (1.95 MI) TO ITS JUNCTION WITH THE LEVEE ROAD.
 EH2610'TURN LEFT, NORTHEAST, ON THE LEVEE ROAD FOR 5.3 KM (3.3 NI)
 EH2610'TO MILEPOST 9/10 AND AZIMUTH MARK 2 ON THE LEFT.  CONTINUE AHEAD
 EH2610'FOR 1.1 KM (0.7 MI) TO A CURVE LEFT JUST PAST LEVEE RAMPS, A
 EH2610'WIDE SPOT AND THE STATION ON THE RIGHT.
 EH2610'
 EH2610'STATION MARK IS 2 CM BELOW GROUND, 43 METERS NORTH-NORTHEAST OF
 EH2610'THE EAST RAMP, 35 METERS NORTH-NORTHEAST OF THE RAMP LEADING NORTH,
 EH2610'4.7 METERS SOUTHEAST OF THE ROAD CENTER, AND ON THE EXTENDED TANGENTS
 EH2610'OF THE ROAD CENTERS LEADING NORTH AND SOUTHEAST.
 EH2610'
 EH2610'REFERENCE MARK 1 IS 1 CM BELOW GROUND, 3.0 METERS WEST OF THE LEVEE
 EH2610'ROAD CENTER, 4.3 METERS EAST OF THE NORTH RAMP CENTER.
 EH2610'
 EH2610'REFERENCE MARK 2 IS CHIPPED BUT SOLID, FLUSH WITH THE GROUND.  IT
 EH2610'IS 3.8 METERS EAST OF THE ROAD CENTER, AND 40 METERS NORTHEAST OF
 EH2610'THE JUNCTION OF THE EAST RAMP AND THE LEVEE ROAD.
 EH2610'
 EH2610'AZIMUTH MARK  2, A BENCH MARK DISK STAMPED---G 220 1976---, IS
 EH2610'SET ON THE TOP OF A METAL ROD INSIDE A PCV PIPE.  IT IS 5.5 METERS
 EH2610'NORTHWEST OF THE ROAD  CENTER, 0.5 METER LOWER THAN THE ROAD
 EH2610'AND 0.4 METERS SOUTHWEST OF THE CONCRETE MILEPOST.
 EH2610
 EH2610                          STATION RECOVERY (1985)
 EH2610
 EH2610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2610'12.2 KM (7.55 MI) SOUTH FROM HELENA.
 EH2610'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  12.2 KM
 EH2610'(7.55 MI) SOUTHERLY ALONG THE LEVEE FROM THE EAST END OF PERRY STREET
 EH2610'IN HELENA, AT A TRIANGULAR SHAPED WIDE SPOT ON THE LEVEE, 0.4 KM
 EH2610'(0.25 MI) SOUTH OF BENCH MARK F 220, 0.96 KM (0.6 MI) SOUTH OF A
 EH2610'CATTLE GUARD, AND 4.4 METERS (14.4 FT) EAST OF THE APPROXIMATE CENTER
 EH2610'OF THE LEVEE ROAD.
 EH2610'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
 EH2610'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH2610
 EH2610                          STATION RECOVERY (1990)
 EH2610
 EH2610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EH2610'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EH2610'STATION WAS RECOVERED IN GOOD CONDITION.  NO OTHER MARKS SEARCHED FOR.
 EH2610'STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTH OF HELENA, 7.2 KM
 EH2610'(4.5 MI) NORTH-NORTHWEST OF FRIARS POINT, ON THE WEST LEVEE OF THE
 EH2610'MISSISSIPPI RIVER.  OWNERSHIP-COTTON BELT LEVEE DISTRICT. CONTACT IS
 EH2610'CHIEF ENGINEER J.C.FRAZIER, P.O.BOX 236, HELENA AR. 72342.  PHONE IS
 EH2610'501-338-3776.
 EH2610'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 49 AND STATE
 EH2610'ROUTE 20 AND STATE ROUTE 40 LOCATED NEAR THE SOUTHEAST CORNER OF
 EH2610'HELENA, GO SOUTHERLY ALONG STATE ROUTE 20 FOR 9.7 KM (6.0 MI) TO THE
 EH2610'JUNCTION OF STATE ROUTE 20S (SPUR) ON THE LEFT, THEN GO LEFT ALONG
 EH2610'STATE ROUTE 20S SOUTHEASTERLY FOR 3.1 KM (1.9 MI) TO THE TOP OF THE
 EH2610'LEVEE AND A CATTLE GUARD AND PIPE GATE ON THE LEFT, (KEY REQUIRED),
 EH2610'THEN GO LEFT OVER CATTLE GUARD AND NORTHEAST ALONG THE TOP OF THE
 EH2610'LEVEE, LEVEE ROAD FOR 1.6 KM (1.0 MI) TO A CATTLE GUARD AND A BARB
 EH2610'WIRE GATE, THEN CONTINUE ALONG THE TOP OF THE LEVEE ROAD FOR 1.6 KM
 EH2610'(1.0 MI) TO A CATTLE GUARD, CONTINUE AHEAD ON THE TOP OF THE LEVEE
 EH2610'FOR 1.0 KM (0.6 MI) TO AN IRON GATE, PASS THROUGH THE GATE AND
 EH2610'CONTINUE AHEAD NORTHEASTERLY 0.88 KM (0.55 MI) TO A CATTLE GUARD AND
 EH2610'BARB WIRE GATE, THEN CONTINUE AHEAD ALONG TOP OF THE LEVEE FOR 0.88
 EH2610'KM (0.55 MI) TO A CURVE LEFT, TO THE NORTH, AND THE STATION ON THE
 EH2610'RIGHT AT A WIDE GRASSY SPOT AS DESCRIBED.
 EH2610'STATION IS A CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 43 M
 EH2610'(141.1 FT) NORTH-NORTHEAST OF THE CENTER OF THE EAST LEVEE RAMP, 35 M
 EH2610'(114.8 FT) NORTH-NORTHEAST OF THE CENTER OF THE WEST LEVEE RAMP, 4.7
 EH2610'M (15.4 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD,
 EH2610'3.2 M (10.5 FT) WEST OF A FIBERGLASS WITNESS POST AND ABOUT LEVEL
 EH2610'WITH THE TOP OF THE LEVEE.
 EH2610'DESCRIBED BY G.F.S.  NOTES-NEED KEY FROM PROJECT DIRECTOR FOR FIRST
 EH2610'GATE AT TOP OF LEVEE.  REPLACE ALL WIRE FENCES AT CATTLE GUARDS.  CAN
 EH2610'DESTROY KEY AT END OF PROJECT.
 EH2610
 EH2610                          STATION RECOVERY (2003)
 EH2610
 EH2610'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2610'CATTLE FEEDER HAS BEEN SET OVER MARK.
 EH2610
 EH2610                          STATION RECOVERY (2005)
 EH2610
 EH2610'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2610'MARK WAS REVISITED AND CATTLE FEEDER WAS MOVED OFF MARK TO THE EAST.
 EH2610'CAN NOW OCCUPY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2767 ***********************************************************************
 EH2767  DESIGNATION -  ELLEN AZ MK
 EH2767  PID         -  EH2767
 EH2767  STATE/COUNTY-  AR/PHILLIPS
 EH2767  USGS QUAD   -  MOON LAKE (1964)
 EH2767
 EH2767                         *CURRENT SURVEY CONTROL
 EH2767  ___________________________________________________________________
 EH2767* NAD 83(1997)-  34 25 08.51412(N)    090 36 10.93929(W)     ADJUSTED  
 EH2767* NAVD 88     -        62.1    (meters)     204.     (feet)  VERTCON   
 EH2767  ___________________________________________________________________
 EH2767  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EH2767  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2767
 EH2767  HORZ ORDER  -  SECOND
 EH2767
 EH2767.The horizontal coordinates were established by classical geodetic methods
 EH2767.and adjusted by the National Geodetic Survey in September 1999..
 EH2767
 EH2767.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2767
 EH2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2767
 EH2767.The geoid height was determined by GEOID03.
 EH2767
 EH2767;                    North         East     Units Scale Factor Converg.
 EH2767;SPC AR S     -   595,237.064   528,409.240   MT  0.99994093   +0 46 54.7
 EH2767;SPC AR S     - 1,952,873.60  1,733,622.65   sFT  0.99994093   +0 46 54.7
 EH2767;SPC MS W     -   545,459.461   675,207.548   MT  0.99995757   -0 09 08.8
 EH2767;SPC MS W     - 1,789,561.58  2,215,243.43   sFT  0.99995757   -0 09 08.8
 EH2767;UTM  15      - 3,811,224.388   720,284.740   MT  1.00019817   +1 21 19.5
 EH2767
 EH2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2767!SPC AR S     -   0.99999447  x   0.99994093  =   0.99993540
 EH2767!SPC MS W     -   0.99999447  x   0.99995757  =   0.99995204
 EH2767!UTM  15      -   0.99999447  x   1.00019817  =   1.00019264
 EH2767
 EH2767:                Primary Azimuth Mark                     Grid Az
 EH2767:SPC AR S     -  HELENA ARK PWR AND LT STK                003 59 18.9
 EH2767:SPC MS W     -  HELENA ARK PWR AND LT STK                004 55 22.4
 EH2767:UTM  15      -  HELENA ARK PWR AND LT STK                003 24 54.1
 EH2767
 EH2767|---------------------------------------------------------------------|
 EH2767| PID    Reference Object                     Distance      Geod. Az  |
 EH2767|                                                           dddmmss.s |
 EH2767| EH2764 HELENA ARK PWR AND LT STK           APPROX. 4.8 KM 0044613.6 |
 EH2767| EH2766 HELENA APL CO TANK                  APPROX. 4.8 KM 0051704.8 |
 EH2767| EH2610 ELLEN                               APPROX. 1.1 KM 0385040.6 |
 EH2767| EH0706 G 220                                11.085 METERS 08036     |
 EH2767|---------------------------------------------------------------------|
 EH2767
 EH2767                          SUPERSEDED SURVEY CONTROL
 EH2767
 EH2767  NAD 83(1997)-  34 25 08.51400(N)    090 36 10.93846(W) AD(       ) 2
 EH2767  NAD 83(1986)-  34 25 08.52257(N)    090 36 10.93673(W) AD(       ) 2
 EH2767  NAD 27      -  34 25 08.14613(N)    090 36 10.56029(W) AD(       ) 2
 EH2767  NGVD 29 (07/19/86)   62.1    (m)          204.     (f) VERT ANG       
 EH2767
 EH2767.Superseded values are not recommended for survey control.
 EH2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2767.See file dsdata.txt to determine how the superseded data were derived.
 EH2767
 EH2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2028511224(NAD 83)
 EH2767_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EH2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2767+STABILITY: SURFACE MOTION
 EH2767
 EH2767  HISTORY     - Date     Condition        Report By
 EH2767  HISTORY     - 1980     MONUMENTED       NGS
 EH2767  HISTORY     - 1984     GOOD             NGS
 EH2767
 EH2767                          STATION DESCRIPTION
 EH2767
 EH2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2767'THE STATION IS LOCATED ABOUT 12.1 KILOMETERS (7-1/2 MI) SOUTH
 EH2767'OF HELENA, AR,  6.4 KILOMETERS (4 MI) NORTH-NORTHEAST OF FRIARS
 EH2767'POINT, MS  AND ATOP THE MAIN LEVEE ALONG THE WEST SIDE OF THE
 EH2767'MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM THE CHIEF
 EH2767'ENGINEER, MR. J.C. FRAZIER, COTTON BELT LEVEE DISTRICT NO. 1,
 EH2767'P.O. BOX 236, HELENA, AR 72342.  TELEPHONE 501-338-3766.
 EH2767'
 EH2767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 EH2767'STATE HIGHWAYS 44 AND 20, AT THE SOUTH EDGE OF HELENA, GO
 EH2767'SOUTHERLY ON STATE HIGHWAY 20 FOR 6.3 MILES (10.1 KM) TO THE
 EH2767'JUNCTION OF STATE HIGHWAY 20 SPUR ON THE LEFT.  TURN LEFT AND
 EH2767'GO SOUTHEASTERLY ON THE SPUR FOR 2.0 MILES (3.2 KM) TO THE TOP OF
 EH2767'A LEVEE.  TURN LEFT AND GO NORTHEASTERLY ATOP THE LEVEE FOR 3.35
 EH2767'3.35 MILES (5.39 KM) TO THE STATION ON THE LEFT AT MILEPOST 9/10.
 EH2767'
 EH2767'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 EH2767'STAMPED---ELLEN 1980---,
 EH2767'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2767'FLUSH WITH GROUND.  IT IS LOCATED
 EH2767'11.1 METERS SOUTH FROM MILEPOST 9/10,
 EH2767'4.8 METERS NORTH FROM THE CENTER OF THE LEVEE ROAD AND
 EH2767'1.2 METERS EAST FROM A METAL WITNESS POST.
 EH2767'
 EH2767'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 EH2767
 EH2767                          STATION RECOVERY (1984)
 EH2767
 EH2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2767'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ONE
 EH2767'EXCEPTION.  THE WITNESS POST HAS BEEN DESTROYED BY MOWERS.
 EH2767'
 EH2767'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2767'MISSISSIPPI, MAY-JUNE 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2609 ***********************************************************************
 EH2609  DESIGNATION -  ELLEN RM 1
 EH2609  PID         -  EH2609
 EH2609  STATE/COUNTY-  AR/PHILLIPS
 EH2609  USGS QUAD   -  MOON LAKE (1964)
 EH2609
 EH2609                         *CURRENT SURVEY CONTROL
 EH2609  ___________________________________________________________________
 EH2609* NAD 83(1997)-  34 25 38.30367(N)    090 35 42.80421(W)     ADJUSTED  
 EH2609* NAVD 88     -        61.992  (meters)     203.39   (feet)  ADJUSTED  
 EH2609  ___________________________________________________________________
 EH2609  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EH2609  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2609  DYNAMIC HT  -          61.932 (meters)     203.19  (feet)  COMP
 EH2609  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 EH2609
 EH2609  HORZ ORDER  -  SECOND
 EH2609  VERT ORDER  -  FIRST     CLASS II
 EH2609
 EH2609.The horizontal coordinates were established by classical geodetic methods
 EH2609.and adjusted by the National Geodetic Survey in September 1999..
 EH2609
 EH2609.The orthometric height was determined by differential leveling
 EH2609.and adjusted by the National Geodetic Survey in June 1991..
 EH2609
 EH2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2609
 EH2609.The geoid height was determined by GEOID03.
 EH2609
 EH2609.The dynamic height is computed by dividing the NAVD 88
 EH2609.geopotential number by the normal gravity value computed on the
 EH2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2609.degrees latitude (g = 980.6199 gals.).
 EH2609
 EH2609.The modeled gravity was interpolated from observed gravity values.
 EH2609
 EH2609;                    North         East     Units Scale Factor Converg.
 EH2609;SPC AR S     -   596,164.687   529,114.986   MT  0.99994191   +0 47 10.5
 EH2609;SPC AR S     - 1,955,916.98  1,735,938.08   sFT  0.99994191   +0 47 10.5
 EH2609;SPC MS W     -   546,375.467   675,928.337   MT  0.99995714   -0 08 53.0
 EH2609;SPC MS W     - 1,792,566.84  2,217,608.22   sFT  0.99995714   -0 08 53.0
 EH2609;UTM  15      - 3,812,159.273   720,981.341   MT  1.00020196   +1 21 36.4
 EH2609
 EH2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2609!SPC AR S     -   0.99999448  x   0.99994191  =   0.99993639
 EH2609!SPC MS W     -   0.99999448  x   0.99995714  =   0.99995162
 EH2609!UTM  15      -   0.99999448  x   1.00020196  =   1.00019644
 EH2609
 EH2609                          SUPERSEDED SURVEY CONTROL
 EH2609
 EH2609  NAD 83(1997)-  34 25 38.30350(N)    090 35 42.80338(W) AD(       ) 2
 EH2609  NAD 83(1986)-  34 25 38.31211(N)    090 35 42.80164(W) AD(       ) 2
 EH2609  NAD 27      -  34 25 37.93608(N)    090 35 42.42549(W) AD(       ) 2
 EH2609  NGVD 29 (??/??/??)   62.028  (m)          203.50   (f) ADJUSTED    1 2
 EH2609
 EH2609.Superseded values are not recommended for survey control.
 EH2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2609.See file dsdata.txt to determine how the superseded data were derived.
 EH2609
 EH2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2098112159(NAD 83)
 EH2609_MARKER: DR = REFERENCE MARK DISK
 EH2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2609_SP_SET: CONCRETE POST
 EH2609_STAMPING: ELLEN NO 1 1980
 EH2609_MARK LOGO: NGS   
 EH2609_PROJECTION: FLUSH
 EH2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2609+STABILITY: SURFACE MOTION
 EH2609
 EH2609  HISTORY     - Date     Condition        Report By
 EH2609  HISTORY     - 1980     MONUMENTED       NGS
 EH2609  HISTORY     - 1985     GOOD             NGS
 EH2609
 EH2609                          STATION DESCRIPTION
 EH2609
 EH2609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2609'12.2 KM (7.55 MI) SOUTH FROM HELENA.
 EH2609'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  12.2 KM
 EH2609'(7.55 MI) SOUTHERLY ALONG THE LEVEE FROM THE EAST END OF PERRY STREET
 EH2609'IN HELENA, 4.0 METERS (13.1 FT) EAST OF THE APPROXIMATE CENTER OF THE
 EH2609'LEVEE ROAD, AND 27.3 METERS (89.6 FT) NORTH OF TRIANGULATION STATION
 EH2609'ELLEN.
 EH2609'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH2609'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2611 ***********************************************************************
 EH2611  DESIGNATION -  ELLEN RM 2
 EH2611  PID         -  EH2611
 EH2611  STATE/COUNTY-  AR/PHILLIPS
 EH2611  USGS QUAD   -  MOON LAKE (1964)
 EH2611
 EH2611                         *CURRENT SURVEY CONTROL
 EH2611  ___________________________________________________________________
 EH2611* NAD 83(1997)-  34 25 36.80317(N)    090 35 43.52797(W)     ADJUSTED  
 EH2611* NAVD 88     -        61.840  (meters)     202.89   (feet)  ADJUSTED  
 EH2611  ___________________________________________________________________
 EH2611  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EH2611  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2611  DYNAMIC HT  -          61.780 (meters)     202.69  (feet)  COMP
 EH2611  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 EH2611
 EH2611  HORZ ORDER  -  SECOND
 EH2611  VERT ORDER  -  FIRST     CLASS II
 EH2611
 EH2611.The horizontal coordinates were established by classical geodetic methods
 EH2611.and adjusted by the National Geodetic Survey in September 1999..
 EH2611
 EH2611.The orthometric height was determined by differential leveling
 EH2611.and adjusted by the National Geodetic Survey in June 1991..
 EH2611
 EH2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2611
 EH2611.The geoid height was determined by GEOID03.
 EH2611
 EH2611.The dynamic height is computed by dividing the NAVD 88
 EH2611.geopotential number by the normal gravity value computed on the
 EH2611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2611.degrees latitude (g = 980.6199 gals.).
 EH2611
 EH2611.The modeled gravity was interpolated from observed gravity values.
 EH2611
 EH2611;                    North         East     Units Scale Factor Converg.
 EH2611;SPC AR S     -   596,118.204   529,097.143   MT  0.99994186   +0 47 10.1
 EH2611;SPC AR S     - 1,955,764.47  1,735,879.54   sFT  0.99994186   +0 47 10.1
 EH2611;SPC MS W     -   546,329.281   675,909.739   MT  0.99995715   -0 08 53.4
 EH2611;SPC MS W     - 1,792,415.32  2,217,547.20   sFT  0.99995715   -0 08 53.4
 EH2611;UTM  15      - 3,812,112.601   720,963.961   MT  1.00020186   +1 21 36.0
 EH2611
 EH2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2611!SPC AR S     -   0.99999451  x   0.99994186  =   0.99993637
 EH2611!SPC MS W     -   0.99999451  x   0.99995715  =   0.99995166
 EH2611!UTM  15      -   0.99999451  x   1.00020186  =   1.00019637
 EH2611
 EH2611                          SUPERSEDED SURVEY CONTROL
 EH2611
 EH2611  NAD 83(1997)-  34 25 36.80313(N)    090 35 43.52705(W) AD(       ) 2
 EH2611  NAD 83(1986)-  34 25 36.81183(N)    090 35 43.52531(W) AD(       ) 2
 EH2611  NAD 27      -  34 25 36.43574(N)    090 35 43.14920(W) AD(       ) 2
 EH2611  NGVD 29 (??/??/??)   61.876  (m)          203.00   (f) ADJUSTED    1 2
 EH2611
 EH2611.Superseded values are not recommended for survey control.
 EH2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2611.See file dsdata.txt to determine how the superseded data were derived.
 EH2611
 EH2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2096412113(NAD 83)
 EH2611_MARKER: DR = REFERENCE MARK DISK
 EH2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2611_SP_SET: CONCRETE POST
 EH2611_STAMPING: ELLEN NO 2 1980
 EH2611_MARK LOGO: NGS   
 EH2611_PROJECTION: FLUSH
 EH2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2611+STABILITY: SURFACE MOTION
 EH2611
 EH2611  HISTORY     - Date     Condition        Report By
 EH2611  HISTORY     - 1980     MONUMENTED       NGS
 EH2611  HISTORY     - 1985     GOOD             NGS
 EH2611
 EH2611                          STATION DESCRIPTION
 EH2611
 EH2611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2611'12.2 KM (7.55 MI) SOUTH FROM HELENA.
 EH2611'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  12.2 KM
 EH2611'(7.55 MI) SOUTHERLY ALONG THE LEVEE FROM THE EAST END OF PERRY STREET
 EH2611'IN HELENA, 3.3 METERS (10.8 FT) NORTHWEST OF THE APPROXIMATE CENTER OF
 EH2611'THE LEVEE, AND 25.7 METERS (84.4 FT) SOUTHWEST OF TRIANGLATION STATION
 EH2611'ELLEN.
 EH2611'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EH2611'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1371 ***********************************************************************
 DL1371  DESIGNATION -  ELLIOT
 DL1371  PID         -  DL1371
 DL1371  STATE/COUNTY-  AR/OUACHITA
 DL1371  USGS QUAD   -  LOUANN (1985)
 DL1371
 DL1371                         *CURRENT SURVEY CONTROL
 DL1371  ___________________________________________________________________
 DL1371* NAD 83(1997)-  33 28 31.63675(N)    092 48 26.70088(W)     ADJUSTED  
 DL1371* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 DL1371  ___________________________________________________________________
 DL1371  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DL1371  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL1371
 DL1371  HORZ ORDER  -  FIRST
 DL1371
 DL1371.The horizontal coordinates were established by classical geodetic methods
 DL1371.and adjusted by the National Geodetic Survey in September 1999..
 DL1371
 DL1371.The orthometric height was scaled from a topographic map.
 DL1371
 DL1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1371
 DL1371.The geoid height was determined by GEOID03.
 DL1371
 DL1371;                    North         East     Units Scale Factor Converg.
 DL1371;SPC AR S     -   490,001.164   324,954.949   MT  0.99996573   -0 27 06.9
 DL1371;SPC AR S     - 1,607,612.15  1,066,123.03   sFT  0.99996573   -0 27 06.9
 DL1371;UTM  15      - 3,704,014.494   517,893.213   MT  0.99960395   +0 06 22.4
 DL1371
 DL1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1371!SPC AR S     -   0.99998827  x   0.99996573  =   0.99995400
 DL1371!UTM  15      -   0.99998827  x   0.99960395  =   0.99959222
 DL1371
 DL1371:                Primary Azimuth Mark                     Grid Az
 DL1371:SPC AR S     -  NAVAL ORDNANCE DEPOT TANK 116            026 22 40.6
 DL1371:UTM  15      -  NAVAL ORDNANCE DEPOT TANK 116            025 49 11.3
 DL1371
 DL1371|---------------------------------------------------------------------|
 DL1371| PID    Reference Object                     Distance      Geod. Az  |
 DL1371|                                                           dddmmss.s |
 DL1371| DL1399 NAVAL ORDNANCE DEPOT TANK 116       APPROX.19.6 KM 0255533.7 |
 DL1371| DL1396 NAVAL ORDNANCE DEPOT TANK 117       APPROX.23.1 KM 0312354.5 |
 DL1371| DL1394 NAVAL ORDNANCE DEPOT TANK 114       APPROX.19.2 KM 0371632.6 |
 DL1371| DL1398 NAVAL ORDNANCE DEPOT TANK 115       APPROX.23.9 KM 0400913.4 |
 DL1371| CY6007 ELLIOT AZ MK                                       1223110.7 |
 DL1371| CY6008 ELLIOT RM 1                          22.365 METERS 14811     |
 DL1371| CY6009 ELLIOT RM 2                          23.084 METERS 25059     |
 DL1371| DL1405 FAIRVIEW SCHOOL WATER TANK          APPROX. 7.3 KM 3355617.0 |
 DL1371| DL1403 CAMDEN MILL SO KRAFT CORP TK        APPROX. 7.9 KM 3485243.3 |
 DL1371| DL1404 CAMDEN MILL SO KRAFT CORP STK       APPROX. 8.0 KM 3490526.9 |
 DL1371|---------------------------------------------------------------------|
 DL1371
 DL1371                          SUPERSEDED SURVEY CONTROL
 DL1371
 DL1371  NAD 83(1997)-  33 28 31.64577(N)    092 48 26.69328(W) AD(       ) 1
 DL1371  NAD 83(1986)-  33 28 31.64850(N)    092 48 26.69294(W) AD(       ) 1
 DL1371  NAD 27      -  33 28 31.22400(N)    092 48 26.10900(W) AD(       ) 1
 DL1371
 DL1371.Superseded values are not recommended for survey control.
 DL1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1371.See file dsdata.txt to determine how the superseded data were derived.
 DL1371
 DL1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1789304014(NAD 83)
 DL1371_MARKER: DS = TRIANGULATION STATION DISK
 DL1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1371
 DL1371  HISTORY     - Date     Condition        Report By
 DL1371  HISTORY     - 1941     MONUMENTED       CGS
 DL1371  HISTORY     - 1952     GOOD             CGS
 DL1371  HISTORY     - 1964     GOOD             CGS
 DL1371
 DL1371                          STATION DESCRIPTION
 DL1371
 DL1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1371'STATION IS LOCATED IN PASTURE LAND,ABOUT 0.25 MILE WEST OF
 DL1371'THE CORNER OF SECTIONS 25,30 AND 31,T 14 S, R 17 W,ABOUT
 DL1371'2 MILES NORTHEAST OF THE ELLIOT R.R.STATION AND ABOUT 8 MILES
 DL1371'SOUTH OF CAMDEN.
 DL1371'
 DL1371'TO REACH THE STATION FROM THE STOP LIGHT AT THE CITIZENS BANK
 DL1371'IN CAMDEN, GO SOUTH ON STATE HIGHWAY NO 7 FOR 3.5 MILES TO A
 DL1371'SIDE ROAD LEFT AT THE HILLCREST SERVICE STATION, TURN LEFT
 DL1371'AND GO 5.75 MILES,ON GRAVEL ROAD, TO A FORK.  TAKE RIGHT FORK
 DL1371'AND GO 0.65 MILE TO A CROSS ROAD.  TURN RIGHT AND GO 1.25
 DL1371'MILES TO A WHITE CHURCH ON THE LEFT,CONTINUE STRAIGHT AHEAD
 DL1371'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD,
 DL1371'CONTINUE 0.2 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.1 MILE
 DL1371'TO A TRIANGLE BLAZED PINE TREE AND STATION ON THE LEFT.
 DL1371'
 DL1371'STATION MARK IS STAMPED ELLIOT 1941 AND PROJECTS 8 INCHES.
 DL1371'IT IS 69 FEET NORTH OF A 10-INCH PINE TREE, 87 FEET WEST OF A
 DL1371'TRIANGLE BLAZED 16-INCH PINE TREE, 6 FEET SOUTH OF A WHITE
 DL1371'REFERENCE POST AND 93 FEET WEST OF THE CENTER OF A DIRT ROAD.
 DL1371'
 DL1371'R.M. NO. 1 IS STAMPED ELLIOT NO. 1 1941 AND PROJECTS 8 INCHES.
 DL1371'IT IS 21.5 FEET WEST OF A 10-INCH PINE TREE.
 DL1371'
 DL1371'R.M. NO. 2 IS STAMPED ELLIOT NO. 2 1941 AND PROJECTS 8 INCHES.
 DL1371'MARK SET IN OPEN PASTURE LAND.
 DL1371'
 DL1371'THE AZIMUTH MARK IS STAMPED ELLIOT 1941 AND PROJECTS 8 INCHES.
 DL1371'IT IS 10 FEET EAST OF THE CENTER OF A DIRT ROAD, 4.5 FEET NORTH
 DL1371'OF A WHITE REFERENCE POST, 9 FEET NORTHWEST OF A 4-INCH PINE TREE
 DL1371'AND 8 FEET SOUTHEAST OF A 4-INCH PINE TREE.
 DL1371'
 DL1371'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL1371
 DL1371                          STATION RECOVERY (1952)
 DL1371
 DL1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1371'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 DL1371'A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK 1 WAS NOTED.
 DL1371'NO DIRECTION WAS TAKEN ON THE AZIMUTH MARK BECAUSE OF TREES
 DL1371'ON LINE.  A NEW DESCRIPTION FOLLOWS.
 DL1371'
 DL1371'THE STATION IS ABOUT 0.25 MILE WEST OF THE CORNER OF SECTIONS
 DL1371'25, 30 AND 31, T 14 S, R 17 W, 8 MILES SOUTH OF CAMDEN, 2
 DL1371'MILES NORTHEAST OF THE SMALL SETTLEMENT OF ELLIOT, 117 FEET
 DL1371'SOUTH OF THE CENTER OF A TRACK ROAD, 10 FEET SOUTHWEST OF
 DL1371'A 10-INCH TRIANGULAR-BLAZED PINE TREE, 6 FEET SOUTHEAST OF A
 DL1371'WHITE 4 IN X 4 IN WITNESS POST, AND IN A GROVE OF PINE TREES.
 DL1371'
 DL1371'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE CITIZENS
 DL1371'BANK IN CAMDEN, GO SOUTH ON STATE HIGHWAY 7 FOR 3.5 MILES TO
 DL1371'A CROSS ROAD, TURN LEFT (SOUTHEASTERLY) AND FOLLOW THE PAVED
 DL1371'ROAD FOR 5.75 MILES TO A Y-JUNCTION, CONTINUE ON THE RIGHT
 DL1371'ROAD FOR 0.65 MILE TO ANOTHER CROSS ROAD, TURN RIGHT (WEST)
 DL1371'AND FOLLOW THE MAIN GRAVELED ROAD FOR 1.25 MILES TO A CHURCH
 DL1371'ON THE LEFT AND A TRACK ROAD ON THE RIGHT*, CONTINUE STRAIGHT
 DL1371'AHEAD FOR 0.4 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT
 DL1371'AND FOLLOW THE TRACK ROAD FOR 0.25 MILE TO A DIM TRACK ROAD
 DL1371'ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD FOR 0.1
 DL1371'MILE TO THE STATION ON THE RIGHT AS DESCRIBED ABOVE.
 DL1371'
 DL1371'TO REACH THE AZIMUTH MARK FROM THIS POINT*, GO NORTH ON THE TRACK
 DL1371'ROAD FOR 0.1 MILE TO A Y-JUNCTION, CONTINUE ON THE LEFT ROAD
 DL1371'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DL1371'
 DL1371'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELLIOT
 DL1371'1941.
 DL1371'
 DL1371'REFERENCE MARK 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 DL1371'ELLIOT NO 1 1941.
 DL1371'
 DL1371'REFERENCE MARK 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1371'ELLIOT NO 2 1941.
 DL1371'
 DL1371'THE AZIMUTH MARK IS 10 FEET EAST OF THE CENTER OF A TRACK
 DL1371'ROAD, 9 FEET NORTHWEST OF A 12-INCH PINE TREE, 8 FEET SOUTHEAST
 DL1371'OF A 12-INCH PINE TREE AND 4.5 FEET NORTH OF A WHITE 4 IN X 4 IN
 DL1371'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 DL1371'ELLIOT 1941
 DL1371'
 DL1371'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 30 METERS.
 DL1371
 DL1371                          STATION RECOVERY (1964)
 DL1371
 DL1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1371'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1371'DUE TO SOME CHANGES IN WOODS ROADS A NEW DESCRIPTION TO REACH
 DL1371'THE STATION FOLLOWS--TO REACH THE STATION FROM CAMDEN, FROM THE
 DL1371'TRAFFIC LIGHT AT THE CITIZENS BANK, GO SOUTH ON STATE HIGHWAY
 DL1371'7 THROUGH CULLENDALE FOR 3.5 MILES TO CROSS-STREETS AT SOUTH
 DL1371'EDGE OF CULLENDALE, TURN LEFT AND GO EAST AND FOLLOW SURFACED
 DL1371'ROAD EAST AND SOUTHEAST FOR 5.75 TO FORKS AT A STORE IN CENTER
 DL1371'OF FORKS, TAKE RIGHT FORK AND CONTINUE SOUTHERLY FOR 0.65 MILE
 DL1371'TO A T-ROAD RIGHT, TURN RIGHT AND GO WESTERLY FOR 1.2 MILES TO
 DL1371'ENTRANCE TO THE MT. HOREB CEMETERY ON THE LEFT, CONTINUE
 DL1371'WEST FOR 0.45 MILE TO A WOODS ROAD ON RIGHT IN A CUT,
 DL1371'TURN RIGHT AND FOLLOW MAIN WOODS ROAD NORTHERLY FOR 0.25
 DL1371'MILE TO FORKS AT A TRIANGLE-BLAZED TREE IN CENTER OF FORK,
 DL1371'TAKE RIGHT FORK FOR 20 YARDS TO ANOTHER FORK, TAKE RIGHT
 DL1371'FORK ON WOODS ROAD FOR 0.05 MILE TO A TRIANGLE BLAZED PINE
 DL1371'TREE ON LEFT IN THICK PINE GROVE.  THE STATION IS ABOUT
 DL1371'100 FEET SOUTH OF THIS POINT.
 DL1371'
 DL1371'TO REACH THE AZIMUTH MARK FROM CEMENERY, GO WEST FOR 0.05 MILE
 DL1371'TO A WOODS ROAD, BEAR RIGHT ON WOODS ROAD AND GO NORTHERLY
 DL1371'ON THIS SAND ROAD FOR ABOUT 0.12 MILE TO A TRIANGLE-BLAZED
 DL1371'PINE TREE AND AZIMUTH ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0848 ***********************************************************************
 GE0848  DESIGNATION -  ELM
 GE0848  PID         -  GE0848
 GE0848  STATE/COUNTY-  AR/RANDOLPH
 GE0848  USGS QUAD   -  DALTON (1981)
 GE0848
 GE0848                         *CURRENT SURVEY CONTROL
 GE0848  ___________________________________________________________________
 GE0848* NAD 83(1997)-  36 28 13.22945(N)    091 11 19.44597(W)     ADJUSTED  
 GE0848* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 GE0848  ___________________________________________________________________
 GE0848  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GE0848  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GE0848
 GE0848  HORZ ORDER  -  SECOND
 GE0848
 GE0848.The horizontal coordinates were established by classical geodetic methods
 GE0848.and adjusted by the National Geodetic Survey in September 1999..
 GE0848
 GE0848.The orthometric height was scaled from a topographic map.
 GE0848
 GE0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0848
 GE0848.The geoid height was determined by GEOID03.
 GE0848
 GE0848;                    North         East     Units Scale Factor Converg.
 GE0848;SPC AR N     -   237,395.981   472,713.043   MT  1.00005545   +0 28 19.5
 GE0848;SPC AR N     -   778,856.65  1,550,892.71   sFT  1.00005545   +0 28 19.5
 GE0848;SPC MO E     -    70,899.398   188,275.625   MT  0.99998026   -0 24 33.8
 GE0848;UTM  15      - 4,037,643.209   662,278.158   MT  0.99992446   +1 04 36.7
 GE0848
 GE0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0848!SPC AR N     -   0.99997341  x   1.00005545  =   1.00002886
 GE0848!SPC MO E     -   0.99997341  x   0.99998026  =   0.99995367
 GE0848!UTM  15      -   0.99997341  x   0.99992446  =   0.99989787
 GE0848
 GE0848|---------------------------------------------------------------------|
 GE0848| PID    Reference Object                     Distance      Geod. Az  |
 GE0848|                                                           dddmmss.s |
 GE0848| CI0821 ELM RM 1                             21.259 METERS 07903     |
 GE0848| CI0820 ELM AZ MK                                          1570834.0 |
 GE0848| CI0822 ELM RM 2                             20.022 METERS 21837     |
 GE0848|---------------------------------------------------------------------|
 GE0848
 GE0848                          SUPERSEDED SURVEY CONTROL
 GE0848
 GE0848  NAD 83(1986)-  36 28 13.23714(N)    091 11 19.44505(W) AD(       ) 2
 GE0848  NAD 27      -  36 28 13.00930(N)    091 11 18.97420(W) AD(       ) 2
 GE0848
 GE0848.Superseded values are not recommended for survey control.
 GE0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0848.See file dsdata.txt to determine how the superseded data were derived.
 GE0848
 GE0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6227837643(NAD 83)
 GE0848_MARKER: DS = TRIANGULATION STATION DISK
 GE0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0848
 GE0848  HISTORY     - Date     Condition        Report By
 GE0848  HISTORY     - 1955     MONUMENTED       CGS
 GE0848
 GE0848                          STATION DESCRIPTION
 GE0848
 GE0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0848'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF DALTON,
 GE0848'ON A PROMINENT TREE COVERED HILL WHICH IS THE HIGHEST POINT
 GE0848'IN THE IMMEDIATE VICINITY AND OWNED BY RUSSELL CHESTER.  IT
 GE0848'IS 6 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.
 GE0848'
 GE0848'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, GO
 GE0848'WEST AND NORTH ON STATE HIGHWAY 93 FOR 4.6 MILES TO THE AZIMUTH
 GE0848'MARK ON THE RIGHT, CONTINUE NORTH ON THE HIGHWAY FOR 1.0 MILE
 GE0848'TO A FARMHOUSE AND A BOARD GATE ON THE LEFT, TURN LEFT, PASS
 GE0848'THROUGH THE GATE AND GO SOUTHWEST ACROSS AN OPEN FIELD FOR
 GE0848'0.1 MILE TO A TRACK ROAD LEADING WEST, (THIS IS ABOUT 100 YARDS
 GE0848'NORTH OF THE SOUTHWEST CORNER OF THE FIELD) BEAR RIGHT AND GO
 GE0848'WEST AND SOUTHWEST FOR 0.2 MILE TO THE HIGHEST POINT AND THE
 GE0848'STATION.
 GE0848'
 GE0848'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELM
 GE0848'1955.
 GE0848'
 GE0848'REFERENCE MARK 1 IS 74 FEET EAST OF THE WITNESS POST.  THE
 GE0848'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELM NO 1 1955.
 GE0848'
 GE0848'REFERENCE MARK 2 IS 63 FEET SOUTH OF THE WITNESS POST.  THE
 GE0848'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELM NO 2 1955.
 GE0848'
 GE0848'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTER OF STATE
 GE0848'HIGHWAY 93, 5 FEET WEST OF A FENCE AND 5 FEET EAST OF A 4 X 4
 GE0848'INCH WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES AND
 GE0848'THE DISK IS STAMPED ELM 1955.
 GE0848'
 GE0848'NOTE- A FOUR WHEEL DRIVE TRUCK WILL BE NEEDED IN WET WEATHER.
 GE0848'
 GE0848'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2677 ***********************************************************************
 FE2677  DESIGNATION -  ELMOT
 FE2677  PID         -  FE2677
 FE2677  STATE/COUNTY-  AR/MISSISSIPPI
 FE2677  USGS QUAD   -  OSCEOLA (1983)
 FE2677
 FE2677                         *CURRENT SURVEY CONTROL
 FE2677  ___________________________________________________________________
 FE2677* NAD 83(1997)-  35 44 41.45994(N)    089 56 33.01460(W)     ADJUSTED  
 FE2677* NAVD 88     -        82.8    (meters)     272.     (feet)  VERTCON   
 FE2677  ___________________________________________________________________
 FE2677  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FE2677  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2677
 FE2677  HORZ ORDER  -  FIRST
 FE2677
 FE2677.The horizontal coordinates were established by classical geodetic methods
 FE2677.and adjusted by the National Geodetic Survey in September 1999..
 FE2677
 FE2677.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2677
 FE2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2677
 FE2677.The geoid height was determined by GEOID03.
 FE2677
 FE2677;                    North         East     Units Scale Factor Converg.
 FE2677;SPC AR N     -   158,540.694   586,082.415   MT  0.99993985   +1 11 50.1
 FE2677;SPC AR N     -   520,145.59  1,922,838.72   sFT  0.99993985   +1 11 50.1
 FE2677;UTM  16      - 3,959,642.751   233,910.027   MT  1.00047258   -1 43 11.8
 FE2677;UTM  15      - 3,959,961.209   776,491.762   MT  1.00054214   +1 47 14.1
 FE2677
 FE2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2677!SPC AR N     -   0.99999134  x   0.99993985  =   0.99993120
 FE2677!UTM  16      -   0.99999134  x   1.00047258  =   1.00046392
 FE2677!UTM  15      -   0.99999134  x   1.00054214  =   1.00053348
 FE2677
 FE2677:                Primary Azimuth Mark                     Grid Az
 FE2677:SPC AR N     -  BURDETTE MUN TANK                        000 00 06.7
 FE2677:UTM  16      -  BURDETTE MUN TANK                        002 55 08.6
 FE2677:UTM  15      -  BURDETTE MUN TANK                        359 24 42.7
 FE2677
 FE2677|---------------------------------------------------------------------|
 FE2677| PID    Reference Object                     Distance      Geod. Az  |
 FE2677|                                                           dddmmss.s |
 FE2677| FE2714 BURDETTE MUN TANK                   APPROX. 8.0 KM 0011156.8 |
 FE2677| FE2717 LUXORA SW BELL RAD MAST             APPROX. 2.5 KM 0225621.5 |
 FE2677| FE2712 LUXORA MUNICIPAL TANK               APPROX. 1.9 KM 0395618.0 |
 FE2677| FE2674 ELMOT AZ MK                         APPROX. 0.9 KM 0631242.6 |
 FE2677| FE2675 ELMOT RM 1                           27.983 METERS 06325     |
 FE2677| FE2676 ELMOT RM 2                           30.965 METERS 24313     |
 FE2677|---------------------------------------------------------------------|
 FE2677
 FE2677                          SUPERSEDED SURVEY CONTROL
 FE2677
 FE2677  NAD 83(1997)-  35 44 41.46043(N)    089 56 33.01442(W) AD(       ) 1
 FE2677  NAD 83(1997)-  35 44 41.47060(N)    089 56 33.01304(W) AD(       ) 1
 FE2677  NAD 83(1986)-  35 44 41.47085(N)    089 56 33.01259(W) AD(       ) 1
 FE2677  NAD 27      -  35 44 41.19494(N)    089 56 32.69770(W) AD(       ) 1
 FE2677  NGVD 29 (07/19/86)   82.8    (m)          272.     (f) VERT ANG       
 FE2677
 FE2677.Superseded values are not recommended for survey control.
 FE2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2677.See file dsdata.txt to determine how the superseded data were derived.
 FE2677
 FE2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3391059643(NAD 83)
 FE2677_MARKER: DD = SURVEY DISK
 FE2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2677+STABILITY: SURFACE MOTION
 FE2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2677+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 FE2677
 FE2677  HISTORY     - Date     Condition        Report By
 FE2677  HISTORY     - 1977     MONUMENTED       NGS
 FE2677  HISTORY     - 1979     GOOD             NGS
 FE2677  HISTORY     - 20050428 GOOD             USACE
 FE2677
 FE2677                          STATION DESCRIPTION
 FE2677
 FE2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2677'THE STATION IS LOCATED 1.0 MILES SOUTH-SOUTHWEST OF THE LITTLE
 FE2677'TOWN OF LUXORA ABOUT 4.0 MILES NORTTH-NORTHEAST OF OSCEOLA,
 FE2677'ARKANSAS AND IS ON THE ST. FRANCIS LEVEE DISTRICT OF ARKANSAS
 FE2677'IT IS IN THE SE 1/4 OF SECTION 17, T 13 N, R 11 E. AND ON THE
 FE2677'TOP OF THE LEVEE.
 FE2677'PERMISSION WAS GRANTED BY THE CHIEF ENGINEER, MR. BURELL B.
 FE2677'FAIR, P.O.BOX 308, WEST MEMPHIS, ARKANSAS 72301, PHONE
 FE2677'735-1062.
 FE2677'
 FE2677'TO REACH THE STATION FROM THE POST OFFICE AT THE FOUR-WAY
 FE2677'STOP SIGN IN THE CENTER OF LUXORA, GO SOUTH ON MAIN STREET
 FE2677'FOR 0.25 MILE TO THE TOP OF LEVEE.  TURN RIGHT PASSING THROUGH
 FE2677'GATE AND GO SOUTH-SOUTHWEST ALONG TOP OF LEVEE FOR 0.95 MILE
 FE2677'TO MILEPOST 75/76, BENCH MARK G-214, ON THE RIGHT AND THE
 FE2677'STATION SITE.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 FE2677'GO EAST-NORTHEAST ON THE LEVEE ROAD FOR 0.5 MILE TO THE MARK
 FE2677'ON THE LEFT.
 FE2677'
 FE2677'STATION MARKS, STAMPED---ELMOT 1977---, ARE STANDARD DISKS.
 FE2677'THE SURFACE DISK IS SET IN
 FE2677'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FE2677'FLUSH WITH THE GROUND SURFACE.  IT IS 5 FEET NORTH-NORTHEAST OF
 FE2677'A METAL WITNESS POST, 15 FEET NORTH-NORTHWEST OF THE
 FE2677'APPROXIMATE CENTER OF THE LEVEE ROAD, AND 110 FEET SOUTH WEST
 FE2677'OF THE FENCELINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 FE2677'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 FE2677'
 FE2677'REFERENCE MARK 1, STAMPED---ELMOT NO 1 1977---, A STANDARD
 FE2677'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FE2677'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2
 FE2677'FEET NORTH-NORTH EAST OF A METAL WITNESS POST, 14 FEET
 FE2677'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD
 FE2677'AND APPROXIMATELY 108 FEET SOUTHEAST OF A FENCELINE.
 FE2677'
 FE2677'REFERENCE MARK 2, STAMPED---ELMOT NO 2 1977---, A STANDARD
 FE2677'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FE2677'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 FE2677'IT IS 2 FEET NORTHEAST OF A METAL WITNESS POST, 31 FEET
 FE2677'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE
 FE2677'ROAD, AND 100 FEET SOUTHEAST OF A FENCELINE.
 FE2677'
 FE2677'AZIMUTH MARK, STAMPED---ELMOT 1977---, IS A STANDARD DISK
 FE2677'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FE2677'FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT WEST OF
 FE2677'A METAL WITNESS POST, 12 FEET NORTHWEST OF THE APPROXIMATE
 FE2677'CENTER OF THE LEVEE ROAD, AND 105 FEET SOUTHEAST OF A
 FE2677'FENCELINE.
 FE2677'
 FE2677'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARKS,
 FE2677'REFERENCE MARKS, AND THE AZIMUTH MARK.  NO MEASUREMENT BETWEEN
 FE2677'REFERENCE MARKS DUE TO THE 180 DEGREE ANGLE.
 FE2677
 FE2677                          STATION RECOVERY (1979)
 FE2677
 FE2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2677'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FE2677'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO ALL MARKS
 FE2677'CHECKED THE 1977 DATA.  THERE WAS NO DATA AVAILABLE TO CHECK
 FE2677'PREVIOUS DISTANCES.
 FE2677'THE STATION IS LOCATED
 FE2677'ABOUT 2.0 KM SOUTH-SOUTHWEST OF LUXORA,
 FE2677'7.2 KM NORTHEAST OF OSCEOLA,
 FE2677'7.6 KM EAST OF INTERSTATE HIGHWAY 55 AND ON TOP
 FE2677'OF THE MAIN LEVEE ON WEST SIDE OF MISSISSIPPI RIVER.
 FE2677'PERMISSION FOR THE STATION WAS OBTAINED FROM
 FE2677'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 FE2677'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 FE2677'WEST MEMPHIS, AR 72301.
 FE2677'TELEPHONE NUMBER 501-735-1062.
 FE2677'
 FE2677'TO REACH THE STATION FROM THE POST OFFICE IN THE CENTER OF
 FE2677'LUXORA, GO SOUTH ON MAIN STREET FOR 0.4 KM (0.25 MI)
 FE2677'TO TOP OF LEVEE AND A LOCKED GATE ON THE RIGHT.  TURN RIGHT,
 FE2677'THRU GATE, AND GO SOUTHWEST ALONG TOP OF LEVEE FOR 0.6 KM
 FE2677'(0.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FE2677'SOUTHWEST ON LEVEE ROAD FOR 0.9 KM (0.55 MI) TO THE
 FE2677'STATION ON THE RIGHT JUST PAST MILEPOST 75/76.
 FE2677'
 FE2677'THE STATION IS A STANDARD NGS DISK
 FE2677'STAMPED---ELMOT 1977---,
 FE2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2677'FLUSH WITH GROUND.  IT IS LOCATED
 FE2677'5.0 METERS NORTHWEST FROM CENTER OF LEVEE ROAD AND
 FE2677'2.2 METERS NORTH FROM A METAL WITNESS POST.
 FE2677'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FE2677'STAMPED---ELMOT 1977---, SET INTO AN IRREGULAR MASS OF
 FE2677'CONCRETE 1 METER BELOW THE SURFACE.
 FE2677'
 FE2677'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FE2677'STAMPED---ELMOT NO 1 1977---,
 FE2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2677'FLUSH WITH GROUND.  IT IS LOCATED
 FE2677'4.3 METERS NORTHWEST FROM CENTER OF LEVEE ROAD AND
 FE2677'0.7 METER WEST FROM A METAL WITNESS POST.
 FE2677'MARK IS LEVEL WITH STATION.
 FE2677'
 FE2677'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FE2677'STAMPED---ELMOT NO 2 1977---,
 FE2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2677'FLUSH WITH GROUND.  IT IS LOCATED
 FE2677'9.4 METERS NORTHWEST FROM CENTER OF LEVEE ROAD AND
 FE2677'0.6 METER NORTH FROM A METAL WITNESS POST.
 FE2677'MARK IS BELOW STATION 1 METER.
 FE2677'
 FE2677'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FE2677'STAMPED---ELMOT 1977---,
 FE2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2677'FLUSH WITH GROUND.  IT IS LOCATED
 FE2677'34.4 METERS SOUTHEAST FROM A WIRE FENCE AND
 FE2677'3.7 METERS NORTH-NORTHWEST FROM CENTER OF LEVEE ROAD.
 FE2677'
 FE2677'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.0 METERS.
 FE2677
 FE2677                          STATION RECOVERY (2005)
 FE2677
 FE2677'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE2677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2674 ***********************************************************************
 FE2674  DESIGNATION -  ELMOT AZ MK
 FE2674  PID         -  FE2674
 FE2674  STATE/COUNTY-  AR/MISSISSIPPI
 FE2674  USGS QUAD   -  OSCEOLA (1983)
 FE2674
 FE2674                         *CURRENT SURVEY CONTROL
 FE2674  ___________________________________________________________________
 FE2674* NAD 83(1997)-  35 44 54.03241(N)    089 56 02.46460(W)     ADJUSTED  
 FE2674* NAVD 88     -        82.8    (meters)     272.     (feet)  VERTCON   
 FE2674  ___________________________________________________________________
 FE2674  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FE2674  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2674
 FE2674  HORZ ORDER  -  SECOND
 FE2674
 FE2674.The horizontal coordinates were established by classical geodetic methods
 FE2674.and adjusted by the National Geodetic Survey in September 1999..
 FE2674
 FE2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2674
 FE2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2674
 FE2674.The geoid height was determined by GEOID03.
 FE2674
 FE2674;                    North         East     Units Scale Factor Converg.
 FE2674;SPC AR N     -   158,944.147   586,841.667   MT  0.99994002   +1 12 07.9
 FE2674;SPC AR N     -   521,469.26  1,925,329.70   sFT  0.99994002   +1 12 07.9
 FE2674;SPC TN       -   164,144.103   244,284.694   MT  0.99994952   -2 18 11.3
 FE2674;SPC TN       -   538,529.44    801,457.37   sFT  0.99994952   -2 18 11.3
 FE2674;UTM  16      - 3,960,007.234   234,689.241   MT  1.00046747   -1 42 54.5
 FE2674;UTM  15      - 3,960,372.710   777,247.275   MT  1.00054730   +1 47 32.5
 FE2674
 FE2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2674!SPC AR N     -   0.99999136  x   0.99994002  =   0.99993138
 FE2674!SPC TN       -   0.99999136  x   0.99994952  =   0.99994088
 FE2674!UTM  16      -   0.99999136  x   1.00046747  =   1.00045883
 FE2674!UTM  15      -   0.99999136  x   1.00054730  =   1.00053866
 FE2674
 FE2674                          SUPERSEDED SURVEY CONTROL
 FE2674
 FE2674  NAD 83(1997)-  35 44 54.03289(N)    089 56 02.46440(W) AD(       ) 2
 FE2674  NAD 83(1997)-  35 44 54.04305(N)    089 56 02.46302(W) AD(       ) 2
 FE2674  NAD 83(1986)-  35 44 54.04332(N)    089 56 02.46259(W) AD(       ) 2
 FE2674  NAD 27      -  35 44 53.76800(N)    089 56 02.14882(W) AD(       ) 2
 FE2674  NGVD 29 (07/19/86)   82.7    (m)          271.     (f) VERT ANG       
 FE2674
 FE2674.Superseded values are not recommended for survey control.
 FE2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2674.See file dsdata.txt to determine how the superseded data were derived.
 FE2674
 FE2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3468960007(NAD 83)
 FE2674_MARKER: DZ = AZIMUTH MARK DISK
 FE2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2674+STABILITY: SURFACE MOTION
 FE2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2674+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 FE2674
 FE2674  HISTORY     - Date     Condition        Report By
 FE2674  HISTORY     - 1979     MONUMENTED       NGS
 FE2674  HISTORY     - 20050428 GOOD             USACE
 FE2674
 FE2674                          STATION DESCRIPTION
 FE2674
 FE2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2674'THE STATION IS LOCATED 8.0 KM NORTHEAST OF OSCEOLA, 1.2 KM
 FE2674'SOUTHEAST OF LUXORA AND ATOP THE WEST LEVEE OF THE MISSISSIPPI
 FE2674'RIVER.  PERMISSION WAS OBTAINED FROM MR. B.B. FAIR, CHIEF
 FE2674'ENGINEER, ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST
 FE2674'MEMPHIS, AR. 72301.  TELEPHONE 501-735-1062.
 FE2674'
 FE2674'TO REACH THE STATION FROM THE POST OFFICE IN LUXORA, GO SOUTH ON
 FE2674'MAIN STREET 0.4 KM (0.25 MI) TO THE TOP OF A LEVEE AND A GATE ON
 FE2674'THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO
 FE2674'SOUTHWESTERLY ALONG THE TOP OF THE LEVEE FOR 0.6 KM (0.4 MI)
 FE2674'TO THE MARK ON THE RIGHT.
 FE2674'
 FE2674'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FE2674'STAMPED---ELMOT 1979---,
 FE2674'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2674'FLUSH WITH GROUND.  IT IS LOCATED
 FE2674'34.4 METERS SOUTHEAST FROM A WIRE FENCE AND
 FE2674'3.7 METERS NORTH-NORTHWEST FROM THE CENTER OF A LEVEE ROAD.
 FE2674'
 FE2674'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 FE2674
 FE2674                          STATION RECOVERY (2005)
 FE2674
 FE2674'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE2674'CONCRETE HAS BEEN CHIPPED AT ONE CORNER BUT STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1479 ***********************************************************************
 DL1479  DESIGNATION -  EMERSON
 DL1479  PID         -  DL1479
 DL1479  STATE/COUNTY-  AR/COLUMBIA
 DL1479  USGS QUAD   -  EMERSON (1971)
 DL1479
 DL1479                         *CURRENT SURVEY CONTROL
 DL1479  ___________________________________________________________________
 DL1479* NAD 83(1997)-  33 04 40.89073(N)    093 08 58.43757(W)     ADJUSTED  
 DL1479* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 DL1479  ___________________________________________________________________
 DL1479  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DL1479  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL1479
 DL1479  HORZ ORDER  -  FIRST
 DL1479
 DL1479.The horizontal coordinates were established by classical geodetic methods
 DL1479.and adjusted by the National Geodetic Survey in September 1999..
 DL1479
 DL1479.The orthometric height was scaled from a topographic map.
 DL1479
 DL1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1479
 DL1479.The geoid height was determined by GEOID03.
 DL1479
 DL1479;                    North         East     Units Scale Factor Converg.
 DL1479;SPC AR S     -   446,228.928   292,660.200   MT  1.00005662   -0 38 36.2
 DL1479;SPC AR S     - 1,464,002.74    960,169.34   sFT  1.00005662   -0 38 36.2
 DL1479;SPC LA N     -   286,041.805   939,342.560   MT  1.00011971   -0 20 36.3
 DL1479;SPC LA N     -   938,455.49  3,081,826.38   sFT  1.00011971   -0 20 36.3
 DL1479;UTM  15      - 3,659,946.824   486,040.473   MT  0.99960240   -0 04 53.9
 DL1479
 DL1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1479!SPC AR S     -   0.99998670  x   1.00005662  =   1.00004332
 DL1479!SPC LA N     -   0.99998670  x   1.00011971  =   1.00010641
 DL1479!UTM  15      -   0.99998670  x   0.99960240  =   0.99958910
 DL1479
 DL1479:                Primary Azimuth Mark                     Grid Az
 DL1479:SPC AR S     -  EMERSON AZ MK                            102 19 24.4
 DL1479:SPC LA N     -  EMERSON AZ MK                            102 01 24.5
 DL1479:UTM  15      -  EMERSON AZ MK                            101 45 42.1
 DL1479
 DL1479|---------------------------------------------------------------------|
 DL1479| PID    Reference Object                     Distance      Geod. Az  |
 DL1479|                                                           dddmmss.s |
 DL1479| CX5772 EMERSON AZ MK                                      1014048.2 |
 DL1479| CX5773 EMERSON RM 1                         27.793 METERS 10822     |
 DL1479| CQ2987 HAYNESVILLE MUNICIPAL TANK          APPROX.12.6 KM 1761448.8 |
 DL1479| CX5774 EMERSON RM 2                         34.866 METERS 19728     |
 DL1479| DL1485 WESTERN                             APPROX.18.3 KM 2591238.0 |
 DL1479| DL1486 WALKERVILLE FIRE TOWER 99 AFC       APPROX.15.5 KM 2670712.9 |
 DL1479|---------------------------------------------------------------------|
 DL1479
 DL1479                          SUPERSEDED SURVEY CONTROL
 DL1479
 DL1479  NAD 83(1997)-  33 04 40.89967(N)    093 08 58.42887(W) AD(       ) 1
 DL1479  NAD 83(1986)-  33 04 40.90235(N)    093 08 58.42740(W) AD(       ) 1
 DL1479  NAD 27      -  33 04 40.41400(N)    093 08 57.84100(W) AD(       ) 1
 DL1479
 DL1479.Superseded values are not recommended for survey control.
 DL1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1479.See file dsdata.txt to determine how the superseded data were derived.
 DL1479
 DL1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8604059947(NAD 83)
 DL1479_MARKER: DS = TRIANGULATION STATION DISK
 DL1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1479
 DL1479  HISTORY     - Date     Condition        Report By
 DL1479  HISTORY     - 1950     MONUMENTED       CGS
 DL1479  HISTORY     - 1963     GOOD             CGS
 DL1479
 DL1479                          STATION DESCRIPTION
 DL1479
 DL1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1479'THE STATION IS LOCATED ABOUT 2.5 MILES EAST AND 1.0 MILE
 DL1479'SOUTH OF EMERSON, ON A TIMBERED MOUND ON LAND OWNED BY MR.
 DL1479'ROBERT WORNOCK OF MAGNOLIA.  IT IS IN THE NORTHEAST CORNER
 DL1479'OF A CLEARING, 23.0 FEET NORTH OF THE CENTER OF A TRACK ROAD
 DL1479'AND 8.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT PROJECTS
 DL1479'3 INCHES AND IS STAMPED EMERSON 1950.
 DL1479'
 DL1479'REFERENCE MARK NO. 1 IS LOCATED IN THE NORTHEAST CORNER
 DL1479'OF A CLEARING AND 9.0 FEET SOUTH OF THE CENTER OF A TRACK
 DL1479'ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED EMERSON NO 1 1950.
 DL1479'
 DL1479'REFERENCE MARK NO. 2 IS LOCATED IN A CLEARING AND 90.0 FEET
 DL1479'SOUTH OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 5 INCHES
 DL1479'AND IS STAMPED EMERSON NO 2 1950.
 DL1479'
 DL1479'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DL1479'NO. 2 IS 145.1 FEET.
 DL1479'
 DL1479'THE AZIMUTH MARK IS 65.0 FEET NORTHWEST OF A LARGE MAPLE TREE,
 DL1479'25.0 FEET EAST OF THE CENTER OF A GRADED ROAD AND 1.5 FEET
 DL1479'WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 DL1479'EMERSON 1950.
 DL1479'
 DL1479'TO REACH THE STATION FROM THE MAIN CROSSROAD IN EMERSON, GO
 DL1479'SOUTHERLY ON U.S. HIGHWAY NO. 79 FOR 0.55 MILE, HERE TURN LEFT
 DL1479'AND GO EAST ON A DIRT ROAD FOR 2.5 MILES TO A T INTERSECTION
 DL1479'JUST WEST OF A FARM HOUSE, HERE TURN RIGHT AND GO SOUTH AND
 DL1479'GO 0.5 MILE TO A TRACK ROAD RIGHT LEADING THROUGH THE WOODS,
 DL1479'TURN RIGHT ON THIS TRACK ROAD AND GO SOUTHWESTERLY FOR 0.35
 DL1479'MILE TO THE EDGE OF A CLEARING AND THE STATION ON THE RIGHT
 DL1479'AS DESCRIBED.
 DL1479'
 DL1479'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 DL1479'ON TRACK ROAD TO THE MAIN TRAVELED GRADED ROAD, HERE TURN
 DL1479'RIGHT AND GO SOUTH FOR 0.25 MILE AND THE AZIMUTH MARK ON THE
 DL1479'LEFT AS DESCRIBED.
 DL1479'
 DL1479'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1479
 DL1479                          STATION RECOVERY (1963)
 DL1479
 DL1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1479'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 DL1479'IN GOOD CONDITION.
 DL1479'
 DL1479'THE AZIMUTH MARK WAS NOT RECOVERED AND FROM ALL INDICATIONS IT
 DL1479'HAS BEEN DESTROYED.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED
 DL1479'AT THIS TIME AS NO OBJECTS WERE VISABLE FROM THE GROUND AT
 DL1479'THE STATION.
 DL1479'
 DL1479'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1479'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1443 ***********************************************************************
 DL1443  DESIGNATION -  EMMET
 DL1443  PID         -  DL1443
 DL1443  STATE/COUNTY-  AR/HEMPSTEAD
 DL1443  USGS QUAD   -  EMMET (1973)
 DL1443
 DL1443                         *CURRENT SURVEY CONTROL
 DL1443  ___________________________________________________________________
 DL1443* NAD 83(1997)-  33 43 16.01014(N)    093 28 32.82961(W)     ADJUSTED  
 DL1443* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 DL1443  ___________________________________________________________________
 DL1443  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DL1443  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DL1443
 DL1443  HORZ ORDER  -  SECOND
 DL1443
 DL1443.The horizontal coordinates were established by classical geodetic methods
 DL1443.and adjusted by the National Geodetic Survey in September 1999..
 DL1443
 DL1443.The orthometric height was scaled from a topographic map.
 DL1443
 DL1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1443
 DL1443.The geoid height was determined by GEOID03.
 DL1443
 DL1443;                    North         East     Units Scale Factor Converg.
 DL1443;SPC AR S     -   517,937.000   263,229.740   MT  0.99993333   -0 49 33.5
 DL1443;SPC AR S     - 1,699,264.97    863,612.91   sFT  0.99993333   -0 49 33.5
 DL1443;UTM  15      - 3,731,335.952   455,918.930   MT  0.99962395   -0 15 50.9
 DL1443
 DL1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1443!SPC AR S     -   0.99998868  x   0.99993333  =   0.99992202
 DL1443!UTM  15      -   0.99998868  x   0.99962395  =   0.99961264
 DL1443
 DL1443|---------------------------------------------------------------------|
 DL1443| PID    Reference Object                     Distance      Geod. Az  |
 DL1443|                                                           dddmmss.s |
 DL1443| CX5776 EMMET RM 1                           27.605 METERS 19440     |
 DL1443| CX5777 EMMET RM 2                           16.750 METERS 27829     |
 DL1443| CX5775 EMMET AZ MK                                        3550520.0 |
 DL1443|---------------------------------------------------------------------|
 DL1443
 DL1443                          SUPERSEDED SURVEY CONTROL
 DL1443
 DL1443  NAD 83(1997)-  33 43 16.01796(N)    093 28 32.82276(W) AD(       ) 2
 DL1443  NAD 83(1986)-  33 43 16.01971(N)    093 28 32.81934(W) AD(       ) 2
 DL1443  NAD 27      -  33 43 15.60900(N)    093 28 32.19300(W) AD(       ) 2
 DL1443
 DL1443.Superseded values are not recommended for survey control.
 DL1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1443.See file dsdata.txt to determine how the superseded data were derived.
 DL1443
 DL1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5591931336(NAD 83)
 DL1443_MARKER: DS = TRIANGULATION STATION DISK
 DL1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1443
 DL1443  HISTORY     - Date     Condition        Report By
 DL1443  HISTORY     - 1950     MONUMENTED       CGS
 DL1443  HISTORY     - 1963     GOOD             CGS
 DL1443  HISTORY     - 1969     GOOD             USGS
 DL1443
 DL1443                          STATION DESCRIPTION
 DL1443
 DL1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1443'THE STATION IS LOCATED 0.5 MILE SOUTHWEST OF EMMET ON THE HIGHEST
 DL1443'HILL IN THE VICINITY, 64 FEET WEST OF A LARGE OAK TREE, 12
 DL1443'FEET SOUTH OF AN EAST-WEST FENCE LINE, AND 12 FEET SOUTH OF
 DL1443'A WITNESS POST.  IT IS STAMPED EMMET 1950, AND IT IS SET
 DL1443'FLUSH WITH THE SURFACE OF THE GROUND.
 DL1443'
 DL1443'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE.  IT
 DL1443'IS STAMPED EMMET NO 1 1950, AND IT IS SET FLUSH.
 DL1443'
 DL1443'REFERENCE MARK NO. 2 IS 69 FEET NORTHEAST OF THE NORTHEAST
 DL1443'CORNER OF A HOUSE, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 DL1443'LINE.  IT IS STAMPED EMMET NO 2 1950, AND IT IS SET FLUSH.
 DL1443'
 DL1443'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 100.74 FEET.
 DL1443'
 DL1443'THE AZIMUTH MARK IS 52 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 DL1443'67, 43 FEET NORTH OF A DRIVEWAY, 2 FEET NORTH OF A FENCE
 DL1443'CORNER, AND 2 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED
 DL1443'EMMET 1950, AND IT PROJECTS 6 INCHES.  TO REACH THE AZIMUTH
 DL1443'MARK FROM THE CROSS STREETS ON U.S. HIGHWAY 67 JUST WEST
 DL1443'OF THE RAILROAD DEPOT IN EMMET GO WEST ON U.S. HIGHWAY 67
 DL1443'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DL1443'
 DL1443'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EMMET, GO
 DL1443'SOUTH ACROSS RAILROAD TRACKS FOR 0.2 MILE TO CROSS STREET.
 DL1443'TURN RIGHT AND GO WEST AND SOUTH FOR 0.3 MILE TO A DRIVEWAY
 DL1443'ON THE RIGHT LEADING TO A FARM YARD AND STATION AS DESCRIBED.
 DL1443'
 DL1443'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DL1443
 DL1443                          STATION RECOVERY (1963)
 DL1443
 DL1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1443'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK RECOVERED AND
 DL1443'FOUND IN GOOD CONDITION.  TO REACH THE STATION FROM THE EMMET
 DL1443'MERCHANTILE, GO SOUTHEAST ON MAIN STREET FOR 0.15 MILE TO
 DL1443'INTERSECTION WITH THIRD STREET, TURN RIGHT AND GO WEST AND
 DL1443'SOUTH ON MAIN ROAD FOR 0.45 MILE TO STATION IN YARD ON LEFT
 DL1443'JUST BEFORE REACHING A HOUSE ON LEFT.  THE STATION MARK IS
 DL1443'NEAR THE EAST END OF A YARD AND IS 20 FEET SOUTHWEST OF AN OAK
 DL1443'TREE.  R.M. NO. 1 IS 90.57 FEET SOUTH OF THE STATION.  A
 DL1443'SEARCH WAS MADE FOR R.M. NO. 2 BUT THIS MARK WAS NOT
 DL1443'RECOVERED.
 DL1443'
 DL1443'TO REACH THE AZIMUTH MARK FROM A POINT ON U.S. HIGHWAY 67
 DL1443'OPPOSITE THE POST OFFICE GO SOUTHWEST ON U.S. 67 FOR 0.15
 DL1443'MILE TO MARK ON RIGHT.  THE MARK IS 52 FEET NORTHWEST OF THE
 DL1443'CENTERLINE OF THE HIGHWAY, 43 FEET NORTHEAST OF THE CENTERLINE
 DL1443'OF A DRIVEWAY AND 2 FEET NORTHEAST OF A FENCE CORNER.
 DL1443
 DL1443                          STATION RECOVERY (1969)
 DL1443
 DL1443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1443'ALL SURFACE MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 DL1443'THE OLD DESCRIPTION IS ADEQUATE ENOUGH FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1444 ***********************************************************************
 DL1444  DESIGNATION -  EMMIT AR LA GAS CO TANK
 DL1444  PID         -  DL1444
 DL1444  STATE/COUNTY-  AR/NEVADA
 DL1444  USGS QUAD   -  EMMET (1973)
 DL1444
 DL1444                         *CURRENT SURVEY CONTROL
 DL1444  ___________________________________________________________________
 DL1444* NAD 83(1997)-  33 43 53.46431(N)    093 27 58.26102(W)     ADJUSTED  
 DL1444* NAVD 88     -                                                        
 DL1444  ___________________________________________________________________
 DL1444  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DL1444  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DL1444
 DL1444  HORZ ORDER  -  THIRD
 DL1444
 DL1444.The horizontal coordinates were established by classical geodetic methods
 DL1444.and adjusted by the National Geodetic Survey in September 1999..
 DL1444
 DL1444
 DL1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1444
 DL1444.The geoid height was determined by GEOID03.
 DL1444
 DL1444;                    North         East     Units Scale Factor Converg.
 DL1444;SPC AR S     -   519,077.995   264,136.117   MT  0.99993236   -0 49 14.2
 DL1444;SPC AR S     - 1,703,008.39    866,586.58   sFT  0.99993236   -0 49 14.2
 DL1444;UTM  15      - 3,732,485.423   456,813.800   MT  0.99962299   -0 15 32.0
 DL1444
 DL1444                          SUPERSEDED SURVEY CONTROL
 DL1444
 DL1444  NAD 83(1997)-  33 43 53.47164(N)    093 27 58.25366(W) AD(       ) 4
 DL1444  NAD 83(1986)-  33 43 53.47437(N)    093 27 58.25118(W) AD(       ) 4
 DL1444  NAD 27      -  33 43 53.06000(N)    093 27 57.62000(W) AD(       ) 3
 DL1444
 DL1444.Superseded values are not recommended for survey control.
 DL1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1444.See file dsdata.txt to determine how the superseded data were derived.
 DL1444
 DL1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5681432485(NAD 83)
 DL1444_MARKER: 51 = TANK
 DL1444
 DL1444  HISTORY     - Date     Condition        Report By
 DL1444  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1444
 DL1444                          STATION DESCRIPTION
 DL1444
 DL1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1444'STATION IS LOCATED IN THE EASTERN PART OF EMMET, ON THE GROUNDS
 DL1444'OF THE ARKANSAS-LOUISIANA GAS CO., 125 YARDS SOUTH OF THE MAIN
 DL1444'PLANT BUILDING, 118 YARDS SOUTH OF A GRAVEL ROAD, 200 YARDS
 DL1444'SOUTH OF THE MISSOURI PACIFIC RAILROAD AND 240 YARDS SOUTH OF
 DL1444'U.S. HIGHWAY 67.
 DL1444'
 DL1444'THE TANK IS SUPPORTED BY FOUR STEEL TRUSSWORK LEGS, PAINTED
 DL1444'SILVER, THE TANK IS PAINTED SILVER AND HAS A SILVER BALL AT THE
 DL1444'APEX OF THE CONICAL ROOF, WHICH IS THE OBJECT SIGHTED UPON.
 DL1444'
 DL1444'THE TANK WAS ERECTED IN 1926 AND IS ABOUT 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1719 ***********************************************************************
 FG1719  DESIGNATION -  ENDERS ST HWY DEPT RAD STA MST
 FG1719  PID         -  FG1719
 FG1719  STATE/COUNTY-  AR/FAULKNER
 FG1719  USGS QUAD   -  GUY (1994)
 FG1719
 FG1719                         *CURRENT SURVEY CONTROL
 FG1719  ___________________________________________________________________
 FG1719* NAD 83(1997)-  35 19 46.79972(N)    092 16 15.03810(W)     ADJUSTED  
 FG1719* NAVD 88     -                                                        
 FG1719  ___________________________________________________________________
 FG1719  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 FG1719  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FG1719
 FG1719  HORZ ORDER  -  THIRD
 FG1719
 FG1719.The horizontal coordinates were established by classical geodetic methods
 FG1719.and adjusted by the National Geodetic Survey in September 1999..
 FG1719
 FG1719
 FG1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1719
 FG1719.The geoid height was determined by GEOID03.
 FG1719
 FG1719;                    North         East     Units Scale Factor Converg.
 FG1719;SPC AR N     -   110,568.348   375,376.095   MT  0.99994575   -0 09 27.4
 FG1719;SPC AR N     -   362,756.32  1,231,546.41   sFT  0.99994575   -0 09 27.4
 FG1719;UTM  15      - 3,909,846.687   566,269.336   MT  0.99965412   +0 25 18.0
 FG1719
 FG1719                          SUPERSEDED SURVEY CONTROL
 FG1719
 FG1719  NAD 83(1986)-  35 19 46.81432(N)    092 16 15.03304(W) AD(       ) 4
 FG1719  NAD 27      -  35 19 46.52100(N)    092 16 14.48100(W) AD(       ) 3
 FG1719
 FG1719.Superseded values are not recommended for survey control.
 FG1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1719.See file dsdata.txt to determine how the superseded data were derived.
 FG1719
 FG1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6626909847(NAD 83)
 FG1719_MARKER: 42 = RADIO/TV MAST
 FG1719
 FG1719  HISTORY     - Date     Condition        Report By
 FG1719  HISTORY     - 1962     FIRST OBSERVED   CGS
 FG1719
 FG1719                          STATION DESCRIPTION
 FG1719
 FG1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1719'THE STATION IS THE RED LIGHT ATOP A RADIO MAST WHICH IS LOCATED
 FG1719'ABOUT 4 MILES SOUTHWEST OF QUITMAN, 0.2 MILE NORTH OF STATE
 FG1719'HIGHWAY 25, 100 FEET WEST OF A GRAVEL ROAD AND OWNED BY THE
 FG1719'ARKANSAS, STATE HIGHWAY DEPT.
 FG1719'
 FG1719'THE MAST IS A SLENDER, RED AND WHITE PAINTED, GUYED STEEL
 FG1719'STRUCTURE WITH A SINGLE RED LIGHT ON THE TOP, ONE SET OF
 FG1719'DOUBLE RED LIGHT ALONG THE SIDE AND HAS THREE ROUND, WIRE
 FG1719'REFLECTORS NEAR THE TOP.  THE STRUCTURE HAS AN OVEALL HEIGHT
 FG1719'OF 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2997 ***********************************************************************
 AE2997  CBN         -  This is a Cooperative Base Network Control Station.
 AE2997  DESIGNATION -  ENGINEERING EXPERIMENT STATION
 AE2997  PID         -  AE2997
 AE2997  STATE/COUNTY-  AR/WASHINGTON
 AE2997  USGS QUAD   -  FAYETTEVILLE (1995)
 AE2997
 AE2997                         *CURRENT SURVEY CONTROL
 AE2997  ___________________________________________________________________
 AE2997* NAD 83(1997)-  36 02 30.22897(N)    094 10 07.47438(W)     ADJUSTED  
 AE2997* NAVD 88     -       374.7    (meters)    1229.     (feet)  GPS OBS   
 AE2997  ___________________________________________________________________
 AE2997  X           -    -375,360.123 (meters)                     COMP
 AE2997  Y           -  -5,149,894.776 (meters)                     COMP
 AE2997  Z           -   3,732,140.712 (meters)                     COMP
 AE2997  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AE2997  ELLIP HEIGHT-         346.69  (meters)          (09/21/01) GPS OBS
 AE2997  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AE2997
 AE2997  HORZ ORDER  -  B
 AE2997  ELLP ORDER  -  FOURTH    CLASS II
 AE2997
 AE2997.The horizontal coordinates were established by GPS observations
 AE2997.and adjusted by the National Geodetic Survey in September 1997..
 AE2997
 AE2997.The orthometric height was determined by GPS observations and a
 AE2997.high-resolution geoid model.
 AE2997
 AE2997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2997
 AE2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2997
 AE2997.The ellipsoidal height was determined by GPS observations
 AE2997.and is referenced to NAD 83.
 AE2997
 AE2997.The geoid height was determined by GEOID03.
 AE2997
 AE2997;                    North         East     Units Scale Factor Converg.
 AE2997;SPC AR N     -   191,687.986   204,583.322   MT  0.99996773   -1 15 43.2
 AE2997;SPC AR N     -   628,896.33    671,203.78   sFT  0.99996773   -1 15 43.2
 AE2997;UTM  15      - 3,989,208.814   394,717.239   MT  0.99973658   -0 41 15.8
 AE2997
 AE2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2997!SPC AR N     -   0.99994559  x   0.99996773  =   0.99991332
 AE2997!UTM  15      -   0.99994559  x   0.99973658  =   0.99968218
 AE2997
 AE2997                          SUPERSEDED SURVEY CONTROL
 AE2997
 AE2997  ELLIP H (09/19/97)  346.70   (m)                       GP(       ) 4 1
 AE2997
 AE2997.Superseded values are not recommended for survey control.
 AE2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2997.See file dsdata.txt to determine how the superseded data were derived.
 AE2997
 AE2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9471789209(NAD 83)
 AE2997_MARKER: DD = SURVEY DISK
 AE2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2997_STAMPING: ENES
 AE2997_MARK LOGO: ARGLS 
 AE2997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2997+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 AE2997
 AE2997  HISTORY     - Date     Condition        Report By
 AE2997  HISTORY     - 1997     MONUMENTED       ARGLS
 AE2997  HISTORY     - 19970819 GOOD             NGS
 AE2997  HISTORY     - 20040720 GOOD             ARHD
 AE2997  HISTORY     - 20050406 GOOD             GEOCAC
 AE2997
 AE2997                          STATION DESCRIPTION
 AE2997
 AE2997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE2997'THE STATION IS LOCATED IN THE SOUTHERN PART OF FAYETTEVILLE, ON THE
 AE2997'ENGINEERING SOUTH CAMPUS OF THE UNIVERSITY OF ARKANSAS.  TO REACH THE
 AE2997'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 71-B AND ARKANSAS
 AE2997'HIGHWAY 16 (EAST) IN SOUTHERN FAYETTEVILLE, GO SOUTHERLY ON US HIGHWAY
 AE2997'71-B FOR 0.55 MI (0.89 KM) TO A PAVED ROAD RIGHT, CATO SPRINGS ROAD.
 AE2997'TURN RIGHT, WEST ON CATO SPRINGS ROAD FOR 0.15 MI (0.24 KM) TO A PAVED
 AE2997'SERVICE ROAD ON THE RIGHT.  TURN RIGHT, NORTH ON THE SERVICE ROAD FOR
 AE2997'132 FT (40.2 M) TO THE STATION ON THE RIGHT. THE STATION IS AN
 AE2997'ARKANSAS HARN DISK SET IN A 13-INCH DIAMETER BY 48 INCH DEEP ROUND
 AE2997'CONCRETE MONUMENT RECESSED 5 CM BELOW GROUND.  A 5/8 INCH DIAMETER BY
 AE2997'18 INCH LONG IRON ROD IS DRIVEN IN THE GROUND BESIDE THE MONUMENT.
 AE2997'LOCATED 201 FT (61.3 M) NORTH OF THE CENTERLINE OF CATO SPRINGS ROAD,
 AE2997'179.3 FT (54.7 M) NORTHEAST OF THE TOP OPERATING NUT OF A FIRE HYDRANT
 AE2997'AND 244 FT (74.4 M) EAST OF A NORTH-SOUTH ASPHALT SERVICE ROAD.
 AE2997
 AE2997                          STATION RECOVERY (2004)
 AE2997
 AE2997'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 AE2997'RECOVERED IN GOOD CONDITION.
 AE2997
 AE2997                          STATION RECOVERY (2005)
 AE2997
 AE2997'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 AE2997'RECENTLY ESTABLISHED MARK.  COORDINATES WERE RIGHT ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3071 ***********************************************************************
 EH3071  DESIGNATION -  ENGLAND ARK PWR AND LT CO TANK
 EH3071  PID         -  EH3071
 EH3071  STATE/COUNTY-  AR/LONOKE
 EH3071  USGS QUAD   -  ENGLAND (1982)
 EH3071
 EH3071                         *CURRENT SURVEY CONTROL
 EH3071  ___________________________________________________________________
 EH3071* NAD 83(1997)-  34 32 45.85732(N)    091 58 23.85038(W)     ADJUSTED  
 EH3071* NAVD 88     -                                                        
 EH3071  ___________________________________________________________________
 EH3071  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EH3071  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH3071
 EH3071  HORZ ORDER  -  THIRD
 EH3071
 EH3071.The horizontal coordinates were established by classical geodetic methods
 EH3071.and adjusted by the National Geodetic Survey in September 1999..
 EH3071
 EH3071
 EH3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3071
 EH3071.The geoid height was determined by GEOID03.
 EH3071
 EH3071;                    North         East     Units Scale Factor Converg.
 EH3071;SPC AR S     -   608,453.175   402,451.431   MT  0.99995824   +0 00 53.8
 EH3071;SPC AR S     - 1,996,233.46  1,320,376.07   sFT  0.99995824   +0 00 53.8
 EH3071;UTM  15      - 3,823,184.665   594,205.080   MT  0.99970938   +0 34 56.1
 EH3071
 EH3071                          SUPERSEDED SURVEY CONTROL
 EH3071
 EH3071  NAD 83(1986)-  34 32 45.86394(N)    091 58 23.84257(W) AD(       ) 4
 EH3071  NAD 27      -  34 32 45.52600(N)    091 58 23.33500(W) AD(       ) 3
 EH3071
 EH3071.Superseded values are not recommended for survey control.
 EH3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3071.See file dsdata.txt to determine how the superseded data were derived.
 EH3071
 EH3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9420523185(NAD 83)
 EH3071_MARKER: 52 = STANDPIPE TANK
 EH3071
 EH3071  HISTORY     - Date     Condition        Report By
 EH3071  HISTORY     - 1938     FIRST OBSERVED   CGS
 EH3071  HISTORY     - 1940     GOOD             CGS
 EH3071
 EH3071                          STATION DESCRIPTION
 EH3071
 EH3071'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 EH3071'OBSERVED FINIAL OF SLENDER CYLINDRICAL STEEL WATER TANK, ABOUT
 EH3071'90 FEET HIGH.  PROPERTY OF ARKANSAS POWER AND LIGHT COMPANY,
 EH3071'LOCATED ABOUT CENTER OF TOWN.  NOT VISITED.
 EH3071
 EH3071                          STATION RECOVERY (1940)
 EH3071
 EH3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3071'A NEW DESCRIPTION IS GIVEN.  POINT OBSERVED WAS THE FINIAL OF THE
 EH3071'WATER TANK OF THE ARKANSAS POWER AND LIGHT COMPANY.  THIS
 EH3071'IS A STEEL STRUCTURE, PAINTED SILVER 98 FEET TO THE PLATFORM
 EH3071'AND 35 FEET FROM PLATFORM TO FINIAL.  THIS TANK IS LOCATED IN
 EH3071'THE NW PART OF ENGLAND AND IS THE SE ONE OF 3 SIMILAR TANKS.
 EH3071'
 EH3071'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3070 ***********************************************************************
 EH3070  DESIGNATION -  ENGLAND CITY ICE PLANT TANK
 EH3070  PID         -  EH3070
 EH3070  STATE/COUNTY-  AR/LONOKE
 EH3070  USGS QUAD   -  ENGLAND (1982)
 EH3070
 EH3070                         *CURRENT SURVEY CONTROL
 EH3070  ___________________________________________________________________
 EH3070* NAD 83(1997)-  34 32 48.34749(N)    091 58 26.61802(W)     ADJUSTED  
 EH3070* NAVD 88     -                                                        
 EH3070  ___________________________________________________________________
 EH3070  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EH3070  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH3070
 EH3070  HORZ ORDER  -  THIRD
 EH3070
 EH3070.The horizontal coordinates were established by classical geodetic methods
 EH3070.and adjusted by the National Geodetic Survey in September 1999..
 EH3070
 EH3070
 EH3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3070
 EH3070.The geoid height was determined by GEOID03.
 EH3070
 EH3070;                    North         East     Units Scale Factor Converg.
 EH3070;SPC AR S     -   608,529.887   402,380.847   MT  0.99995835   +0 00 52.3
 EH3070;SPC AR S     - 1,996,485.14  1,320,144.50   sFT  0.99995835   +0 00 52.3
 EH3070;UTM  15      - 3,823,260.655   594,133.758   MT  0.99970922   +0 34 54.6
 EH3070
 EH3070                          SUPERSEDED SURVEY CONTROL
 EH3070
 EH3070  NAD 83(1986)-  34 32 48.35557(N)    091 58 26.60941(W) AD(       ) 4
 EH3070  NAD 27      -  34 32 48.02000(N)    091 58 26.10000(W) AD(       ) 3
 EH3070
 EH3070.Superseded values are not recommended for survey control.
 EH3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3070.See file dsdata.txt to determine how the superseded data were derived.
 EH3070
 EH3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9413423261(NAD 83)
 EH3070_MARKER: 53 = ELEVATED TANK
 EH3070
 EH3070  HISTORY     - Date     Condition        Report By
 EH3070  HISTORY     - 1940     FIRST OBSERVED   CGS
 EH3070
 EH3070                          STATION DESCRIPTION
 EH3070
 EH3070'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3070'POINT OBSERVED WAS THE FINIAL OF THE WATER TANK OF THE CITY
 EH3070'ICE PLANT.  THIS IS A STEEL STRUCTURE PAINTED SILVER, APPROXIMATELY
 EH3070'100 FEET TO THE PLATFORM AROUND THE BASE OF THE TANK AND 30
 EH3070'FEET FROM PLATFORM TO FINIAL.  THE TANK IS LOCATED IN THE NW
 EH3070'PART OF ENGLAND AND IS THE NW ONE OF 3 TANKS.
 EH3070'
 EH3070'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3072 ***********************************************************************
 EH3072  DESIGNATION -  ENGLAND FEDERAL COMPRESS CO TK
 EH3072  PID         -  EH3072
 EH3072  STATE/COUNTY-  AR/LONOKE
 EH3072  USGS QUAD   -  ENGLAND (1982)
 EH3072
 EH3072                         *CURRENT SURVEY CONTROL
 EH3072  ___________________________________________________________________
 EH3072* NAD 83(1997)-  34 32 48.30353(N)    091 58 25.17593(W)     ADJUSTED  
 EH3072* NAVD 88     -                                                        
 EH3072  ___________________________________________________________________
 EH3072  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EH3072  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH3072
 EH3072  HORZ ORDER  -  THIRD
 EH3072
 EH3072.The horizontal coordinates were established by classical geodetic methods
 EH3072.and adjusted by the National Geodetic Survey in September 1999..
 EH3072
 EH3072
 EH3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3072
 EH3072.The geoid height was determined by GEOID03.
 EH3072
 EH3072;                    North         East     Units Scale Factor Converg.
 EH3072;SPC AR S     -   608,528.542   402,417.615   MT  0.99995835   +0 00 53.1
 EH3072;SPC AR S     - 1,996,480.72  1,320,265.13   sFT  0.99995835   +0 00 53.1
 EH3072;UTM  15      - 3,823,259.674   594,170.528   MT  0.99970930   +0 34 55.4
 EH3072
 EH3072                          SUPERSEDED SURVEY CONTROL
 EH3072
 EH3072  NAD 83(1986)-  34 32 48.31014(N)    091 58 25.16810(W) AD(       ) 4
 EH3072  NAD 27      -  34 32 47.97200(N)    091 58 24.65300(W) AD(       ) 3
 EH3072
 EH3072.Superseded values are not recommended for survey control.
 EH3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3072.See file dsdata.txt to determine how the superseded data were derived.
 EH3072
 EH3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9417123260(NAD 83)
 EH3072_MARKER: 51 = TANK
 EH3072
 EH3072  HISTORY     - Date     Condition        Report By
 EH3072  HISTORY     - 1940     FIRST OBSERVED   CGS
 EH3072
 EH3072                          STATION DESCRIPTION
 EH3072
 EH3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3072'POINT OBSERVED WAS THE FINIAL ON THE WATER TANK OF THE FEDERAL
 EH3072'COMPRESS COMPANY.  THIS IS A STEEL STRUCTURE PAINTED SILVER.
 EH3072'IT IS APPROXIMATELY 100 FEET HIGH TO THE PLATFORM LEVEL AND
 EH3072'30 FEET FROM PLATFORM TO FINIAL.  THIS TANK IS LOCATED IN THE
 EH3072'NW PART OF ENGLAND AND IS THE NE ONE OF 3 TANKS.
 EH3072'
 EH3072'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1697 ***********************************************************************
 FG1697  DESIGNATION -  ENOLA
 FG1697  PID         -  FG1697
 FG1697  STATE/COUNTY-  AR/FAULKNER
 FG1697  USGS QUAD   -  ENOLA (1982)
 FG1697
 FG1697                         *CURRENT SURVEY CONTROL
 FG1697  ___________________________________________________________________
 FG1697* NAD 83(1997)-  35 13 40.47210(N)    092 11 58.83607(W)     ADJUSTED  
 FG1697* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 FG1697  ___________________________________________________________________
 FG1697  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 FG1697  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FG1697
 FG1697  HORZ ORDER  -  FIRST
 FG1697
 FG1697.The horizontal coordinates were established by classical geodetic methods
 FG1697.and adjusted by the National Geodetic Survey in September 1999..
 FG1697
 FG1697.The orthometric height was scaled from a topographic map.
 FG1697
 FG1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1697
 FG1697.The geoid height was determined by GEOID03.
 FG1697
 FG1697;                    North         East     Units Scale Factor Converg.
 FG1697;SPC AR N     -    99,263.899   381,823.394   MT  0.99995516   -0 06 58.3
 FG1697;SPC AR N     -   325,668.31  1,252,698.92   sFT  0.99995516   -0 06 58.3
 FG1697;UTM  15      - 3,898,611.186   572,828.553   MT  0.99966536   +0 27 42.0
 FG1697
 FG1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1697!SPC AR N     -   0.99997861  x   0.99995516  =   0.99993377
 FG1697!UTM  15      -   0.99997861  x   0.99966536  =   0.99964398
 FG1697
 FG1697|---------------------------------------------------------------------|
 FG1697| PID    Reference Object                     Distance      Geod. Az  |
 FG1697|                                                           dddmmss.s |
 FG1697| CI0827 ENOLA RM 1                           18.940 METERS 09557     |
 FG1697| CI0829 ENOLA RM 3                           18.934 METERS 09557     |
 FG1697| FG1723 GREENBRIER SW BELL TEL TOWER        APPROX.17.5 KM 2862206.0 |
 FG1697| FG1719 ENDERS ST HWY DEPT RAD STA MST      APPROX.13.0 KM 3301110.0 |
 FG1697| CI0828 ENOLA RM 2                           26.074 METERS 33119     |
 FG1697| CI0826 ENOLA AZ MK                                        3510256.6 |
 FG1697|---------------------------------------------------------------------|
 FG1697
 FG1697                          SUPERSEDED SURVEY CONTROL
 FG1697
 FG1697  NAD 83(1986)-  35 13 40.48897(N)    092 11 58.83046(W) AD(       ) 1
 FG1697  NAD 27      -  35 13 40.18600(N)    092 11 58.29100(W) AD(       ) 1
 FG1697
 FG1697.Superseded values are not recommended for survey control.
 FG1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1697.See file dsdata.txt to determine how the superseded data were derived.
 FG1697
 FG1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7282998611(NAD 83)
 FG1697_MARKER: DS = TRIANGULATION STATION DISK
 FG1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1697
 FG1697  HISTORY     - Date     Condition        Report By
 FG1697  HISTORY     - 1940     MONUMENTED       CGS
 FG1697  HISTORY     - 1962     GOOD             CGS
 FG1697  HISTORY     - 1967     GOOD             CGS
 FG1697
 FG1697                          STATION DESCRIPTION
 FG1697
 FG1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1697'STATION IS LOCATED ABOUT 2.5 MILES N OF ENOLA, 4.5 MILES W
 FG1697'OF MOUNT VERNON ON THE SUMMIT OF A SHARP-TIMBERED HILL.  THE
 FG1697'HILL DROPS SUDDENLY INTO TURKEY CREEK ON THE N SIDE, AND THE
 FG1697'S SLOPE IS GRADUAL AND UNDER CULTIVATION EXCEPT FOR THE SUMMIT
 FG1697'PROPER.  STATION IS ON THE PROPERTY OF ROY LUKES.
 FG1697'
 FG1697'SURFACE, UNDERGROUND, AND AZIMUTH MARKS AND REFERENCE MARK
 FG1697'NO.1 ARE STANDARD DISKS SET IN CONCRETE.
 FG1697'REFERENCE MARK NO.2 IS A STANDARD DISK IN
 FG1697'OUTCROPPING BEDROCK.
 FG1697'
 FG1697'STATION MARK IS STAMPED ENOLA 1940, PROJECTS ABOUT 4 INCHES
 FG1697'ABOVE THE GROUND.  IT IS 4.0 FEET SW OF A WHITE REFERENCE POST,
 FG1697'AND 24.0 FEET SW OF A 2-FOOT OAK TREE WITH A TRIANGLE BLAZE.
 FG1697'
 FG1697'REFERENCE MARK NO.1 STAMPED ENOLA NO.1 1940 PROJECTS ABOUT
 FG1697'4 INCHES ABOVE THE GROUND AT ABOUT THE SAME ELEVATION AS THE
 FG1697'STATION.  REFERENCE MARK NO.2 STAMPED ENOLA NO.2 1940 IS ABOUT
 FG1697'10.0 FEET LOWER THAN THE STATION.  IT IS 3.0 FEET S OF THE N
 FG1697'EDGE OF OVERHANGING ROCK.
 FG1697'
 FG1697'AZIMUTH MARK STAMPED ENOLA 1940 PROJECTS ABOUT 4 INCHES ABOVE
 FG1697'THE GROUND.  IT IS 4.5 FEET W OF WHITE REFERENCE POST, AND
 FG1697'30 FEET N OF THE CENTER LINE OF GRAVEL HIGHWAY.
 FG1697'
 FG1697'STATION IS REACHED AS FOLLOWS- FROM ENOLA GO N ON THE
 FG1697'MAIN-TRAVELED ROAD 2.1 MILES TO A SIDE ROAD ON THE LEFT (W)
 FG1697'THAT IS ON THE N SIDE OF OLD SCHOOL.  TURN LEFT (W) AND GO 0.15
 FG1697'MILE TO ROAD INTO FIELD ON RIGHT (N).  TURN RIGHT (N) AND GO
 FG1697'0.2 MILE ON THE E SIDE OF FIELD TO SADDLE.  CONTINUE 0.1 MILE
 FG1697'ALONG EDGE OF FIELD TO THE END OF CLEARING.  PACK - - N ABOUT
 FG1697'200 YARDS TO HIGHEST POINT OF HILL AND STATION.
 FG1697'
 FG1697'HEIGHT OF LIGHT ABOVE STATION MARK - 10.3 METERS.
 FG1697
 FG1697                          STATION RECOVERY (1962)
 FG1697
 FG1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1697'THE STATION IS 4-1/2 MILES WEST OF MOUNT VERNON, 2-1/2 MILES
 FG1697'NORTH OF ENOLA, ON THE SUMMIT OF A TIMBERED RIDGE WHICH SLOPES
 FG1697'SHARPLY ON THE NORTH SIDE, IN THE NORTHWEST QUARTER OF SECTION
 FG1697'20, T 7 N, R 11 W, ON PROPERTY OWNED BY MR. BEEN WHO LIVES 1/2
 FG1697'MILE SOUTHEAST OF THE STATION.
 FG1697'
 FG1697'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 FG1697'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 FG1697'REFERENCE MARK NO. 2 WAS VERIFIED.  THE DIRECTION TO THE
 FG1697'AZIMUTH MARK WAS VERIFIED.
 FG1697'
 FG1697'THE DISK OF REFERENCE MARK NO. 1 WAS MISSING FROM THE CONCRETE
 FG1697'POST, APPARENTLY HAVING BEEN PRYED OUT.  A NEW REFERENCE DISK
 FG1697'NO. 3 WAS SET IN THE SAME HOLE AS THE ORIGINAL DISK AND
 FG1697'REINFORCED WITH CEMENT.  THE POSITION OF THE NEW MARK IS NEARLY
 FG1697'THE SAME AS THE OLD ONE, AS THE DISTANCE TO THE MARK MISSED THE
 FG1697'DISTANCE TO THE ORIGINAL MARK BY 0.006 METER AND THE DIRECTION
 FG1697'MISSED THE PREVIOUS DIRECTION BY 46 SECONDS.
 FG1697'
 FG1697'TO REACH THE STATION FROM THE POST OFFICE IN ENOLA, GO NORTH
 FG1697'ON STATE HIGHWAY 107 FOR 2.1 MILES TO A CROSSROAD AND A CHURCH
 FG1697'IN THE SOUTHWEST ANGLE, AT THE TOP OF A RIDGE.  *TURN LEFT AND GO
 FG1697'WEST ON A GRAVEL ROAD FOR 0.1 MILE TO A WIRE GATE AND A
 FG1697'POWER POLE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 FG1697'GO NORTHWEST ON A DIM TRACK ROAD, ALONG THE EAST SIDE OF A
 FG1697'CLEARING, FOR 0.25 MILE TO THE EDGE OF TIMBER IN A RAVINE.
 FG1697'CONTINUE NORTHWEST ON A BRUSHED-OUT ROAD FOR 0.05 MILE TO THE
 FG1697'SUMMIT OF THE RIDGE AND THE STATION ON THE HIGHEST PART.
 FG1697'
 FG1697'STATION MARK IS A STANDARD DISK STAMPED ENOLA 1940, SET IN A
 FG1697'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 35 FEET
 FG1697'WEST OF A 14-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 1 FOOT
 FG1697'NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK WAS
 FG1697'NOT INSPECTED.
 FG1697'
 FG1697'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ENOLA NO 2 1940,
 FG1697'IS CEMENTED IN A DRILL HOLE IN A 3 BY 10 FOOT BOULDER
 FG1697'WHICH PROJECTS 4 FEET ON THE NORTH SIDE.  IT IS ON THE NORTHWEST
 FG1697'SLOPE OF THE HILL AND 10 FEET LOWER IN ELEVATION THAN THE
 FG1697'STATION.
 FG1697'
 FG1697'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ENOLA NO 3 1940,
 FG1697'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 FG1697'27 FEET EAST OF THE 14-INCH TREE AND ABOUT THE SAME ELEVATION AS
 FG1697'THE STATION.
 FG1697'
 FG1697'AZIMUTH MARK, A STANDARD DISK STAMPED ENOLA 1940, IS SET IN A
 FG1697'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 61 FEET
 FG1697'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 39 FEET NORTH OF
 FG1697'THE CENTER OF A GRAVEL ROAD (HIGHWAY 107), 11 FEET NORTHWEST
 FG1697'OF A POWER POLE WITH A TRANSFORMER, 11 FEET EAST OF A CORNER
 FG1697'FENCE POST AND 1.8 FEET SOUTH OF A METAL WITNESS POST.
 FG1697'
 FG1697'* TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH AND WEST
 FG1697'ON HIGHWAY 107 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FG1697'NORTH SIDE OF THE ROAD.
 FG1697'
 FG1697'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1697
 FG1697                          STATION RECOVERY (1967)
 FG1697
 FG1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1697'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 FG1697'PREVIOUSLY DESCRIBED BY J.K. RICHARDS IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0692 ***********************************************************************
 GF0692  DESIGNATION -  ERA 2007
 GF0692  PID         -  GF0692
 GF0692  STATE/COUNTY-  AR/MARION
 GF0692  USGS QUAD   -  BULL SHOALS (1980)
 GF0692
 GF0692                         *CURRENT SURVEY CONTROL
 GF0692  ___________________________________________________________________
 GF0692* NAD 83(1997)-  36 29 52.98695(N)    092 36 19.11704(W)     ADJUSTED  
 GF0692* NAVD 88     -       243.85   (+/-2cm)     800.0    (feet)  VERTCON   
 GF0692  ___________________________________________________________________
 GF0692  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 GF0692  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GF0692
 GF0692  HORZ ORDER  -  SECOND
 GF0692  VERT ORDER  -  THIRD ? (See Below)
 GF0692
 GF0692.The horizontal coordinates were established by classical geodetic methods
 GF0692.and adjusted by the National Geodetic Survey in September 1999..
 GF0692
 GF0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0692.The vertical order pertains to the NGVD 29 superseded value.
 GF0692
 GF0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0692
 GF0692.The geoid height was determined by GEOID03.
 GF0692
 GF0692;                    North         East     Units Scale Factor Converg.
 GF0692;SPC AR N     -   240,338.287   345,765.148   MT  1.00006306   -0 21 08.0
 GF0692;SPC AR N     -   788,509.86  1,134,397.82   sFT  1.00006306   -0 21 08.0
 GF0692;SPC MO C     -    73,758.797   490,565.526   MT  0.99993443   -0 03 45.5
 GF0692;UTM  15      - 4,039,264.411   535,347.509   MT  0.99961539   +0 14 05.1
 GF0692
 GF0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0692!SPC AR N     -   0.99996620  x   1.00006306  =   1.00002925
 GF0692!SPC MO C     -   0.99996620  x   0.99993443  =   0.99990063
 GF0692!UTM  15      -   0.99996620  x   0.99961539  =   0.99958160
 GF0692
 GF0692                          SUPERSEDED SURVEY CONTROL
 GF0692
 GF0692  NAD 83(1986)-  36 29 52.99763(N)    092 36 19.11751(W) AD(       ) 2
 GF0692  NAD 27      -  36 29 52.76500(N)    092 36 18.52000(W) AD(       ) 2
 GF0692  NGVD 29 (07/19/86)  243.74   (m)          799.7    (f) LEVELING    3  
 GF0692
 GF0692.Superseded values are not recommended for survey control.
 GF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0692.See file dsdata.txt to determine how the superseded data were derived.
 GF0692
 GF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3534839264(NAD 83)
 GF0692_MARKER: DD = SURVEY DISK
 GF0692_SETTING: 0 = UNSPECIFIED SETTING
 GF0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0692
 GF0692  HISTORY     - Date     Condition        Report By
 GF0692  HISTORY     - 1953     MONUMENTED       USGS
 GF0692  HISTORY     - 20040830 MARK NOT FOUND   MODNR
 GF0692
 GF0692                          STATION DESCRIPTION
 GF0692
 GF0692'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JCM)
 GF0692'THE STATION IS 10 MILES WEST AND 7.25 MILES SOUTH OF
 GF0692'GAINESVILLE, 1 MILE SOUTH AND 0.25 MILE WEST OF THE PONTIAC
 GF0692'POST OFFICE, 42 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GF0692'ELMER MAHANS HOUSE, 5 FEET SOUTH OF THE CENTER OF A GARAGE
 GF0692'DRIVEWAY, 3 FEET NORTH OF A WIRE FENCE (ARKANSAS-MISSOURI
 GF0692'STATE LINE) AND 3 FEET NORTHEAST OF A WHITE 4 IN X 4 IN
 GF0692'WITNESS POST.
 GF0692'
 GF0692'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 GF0692'PONTIAC WHICH IS 40.883 METERS (134.13 FEET) WEST-SOUTHWEST
 GF0692'OF THE USGS MARK.
 GF0692'
 GF0692'THE USGS MARK IS A STANDARD DISK SET IN THE TOP OF A 4-INCH
 GF0692'CONCRETE POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 GF0692'IS STAMPED E R A 2007 1935.
 GF0692
 GF0692                          STATION RECOVERY (2004)
 GF0692
 GF0692'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GF0692'LANDOWNER REMOVED MONUMENT DUE TO ITS POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0708 ***********************************************************************
 GF0708  DESIGNATION -  EROS
 GF0708  PID         -  GF0708
 GF0708  STATE/COUNTY-  AR/MARION
 GF0708  USGS QUAD   -  BRUNO (1967)
 GF0708
 GF0708                         *CURRENT SURVEY CONTROL
 GF0708  ___________________________________________________________________
 GF0708* NAD 83(1997)-  36 10 46.83828(N)    092 49 34.88397(W)     ADJUSTED  
 GF0708* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 GF0708  ___________________________________________________________________
 GF0708  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GF0708  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0708
 GF0708  HORZ ORDER  -  THIRD
 GF0708
 GF0708.The horizontal coordinates were established by classical geodetic methods
 GF0708.and adjusted by the National Geodetic Survey in September 1999..
 GF0708
 GF0708.The orthometric height was scaled from a topographic map.
 GF0708
 GF0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0708
 GF0708.The geoid height was determined by GEOID03.
 GF0708
 GF0708;                    North         East     Units Scale Factor Converg.
 GF0708;SPC AR N     -   205,154.140   325,663.644   MT  0.99998983   -0 28 51.1
 GF0708;SPC AR N     -   673,076.54  1,068,448.14   sFT  0.99998983   -0 28 51.1
 GF0708;UTM  15      - 4,003,891.559   515,614.491   MT  0.99960300   +0 06 09.0
 GF0708
 GF0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0708!SPC AR N     -   0.99994966  x   0.99998983  =   0.99993949
 GF0708!UTM  15      -   0.99994966  x   0.99960300  =   0.99955268
 GF0708
 GF0708|---------------------------------------------------------------------|
 GF0708| PID    Reference Object                     Distance      Geod. Az  |
 GF0708|                                                           dddmmss.s |
 GF0708| CI0833 EROS RM 1                            13.881 METERS 05023     |
 GF0708| CI0834 EROS RM 2                            12.209 METERS 11959     |
 GF0708| CI0832 EROS AZ MK                                         3455822.9 |
 GF0708| GF0719 TARK                                APPROX.17.0 KM 3500152.8 |
 GF0708|---------------------------------------------------------------------|
 GF0708
 GF0708                          SUPERSEDED SURVEY CONTROL
 GF0708
 GF0708  NAD 83(1986)-  36 10 46.84830(N)    092 49 34.88443(W) AD(       ) 3
 GF0708  NAD 27      -  36 10 46.58100(N)    092 49 34.27800(W) AD(       ) 3
 GF0708
 GF0708.Superseded values are not recommended for survey control.
 GF0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0708.See file dsdata.txt to determine how the superseded data were derived.
 GF0708
 GF0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1561403892(NAD 83)
 GF0708_MARKER: DS = TRIANGULATION STATION DISK
 GF0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0708
 GF0708  HISTORY     - Date     Condition        Report By
 GF0708  HISTORY     - 1954     MONUMENTED       CGS
 GF0708  HISTORY     - 1965     MARK NOT FOUND   CGS
 GF0708  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GF0708
 GF0708                          STATION DESCRIPTION
 GF0708
 GF0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0708'THE STATION IS ABOUT 9 MILES SOUTHWEST OF YELLVILLE, 5 MILES
 GF0708'SOUTH OF PYATT, 1-1/2 MILES EAST OF EROS, 0.5 MILE SOUTH OF A
 GF0708'INTERSECTION OF GRAVELED ROADS, 16 FEET WEST OF A GRAVELED ROAD,
 GF0708'AND 1 FOOT EAST OF A WIRE FENCE.
 GF0708'
 GF0708'TO REACH THE STATION FROM THE T-INTERSECTION ON U.S. HIGHWAY 62,
 GF0708'(ABOUT 1/2 MILE SOUTH OF PYATT) GO WESTERLY ON THE HIGHWAY
 GF0708'FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT AND A SIGN EROS, TURN
 GF0708'LEFT, CROSSING A CONCRETE CULVERT, AND GO 2.5 MILE ON A
 GF0708'GRAVELED ROAD TO THE CENTER OF A SUSPENSION BRIDGE, CONTINUE
 GF0708'SOUTH ON THE GRAVELED ROAD FOR 2.0 MILES TO THE VILLAGE OF EROS,
 GF0708'TURN LEFT AT THE ROCK STORE AND GO EASTERLY ON A GRAVELED ROAD
 GF0708'FOR 1.65 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 GF0708'CONTINUE EASTERLY FOR 0.1 MILE TO A CROSS ROAD, TURN RIGHT
 GF0708'AND GO SOUTH FOR 0.5 MILE TO THE STATION ON THE RIGHT AS
 GF0708'DESCRIBED.
 GF0708'
 GF0708'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED EROS
 GF0708'1954.
 GF0708'
 GF0708'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE GRAVELED ROAD AND
 GF0708'2 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 GF0708'THE DISK IS STAMPED EROS NO 1 1954.
 GF0708'
 GF0708'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE GRAVELED ROAD AND
 GF0708'2 FEET WEST OF THE WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND
 GF0708'THE DISK IS STAMPED EROS NO 2 1954.
 GF0708'
 GF0708'THE AZIMUTH MARK IS 21 FEET NORTHEAST OF A GRAVELED ROAD AND
 GF0708'1 FOOT SOUTHWEST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND
 GF0708'THE DISK IS STAMPED EROS 1954.
 GF0708'
 GF0708'THERE WAS NO WITNESS POST AT THE STATION MARK OR AT THE
 GF0708'AZIMUTH MARK.
 GF0708'
 GF0708'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0708
 GF0708                          STATION RECOVERY (1965)
 GF0708
 GF0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0708'THE STATION SURFACE MARK WAS FOUND DESTROYED, ABOUT ONE HOUR
 GF0708'WAS SPENT SEARCHING FOR THE UNDERGROUND STATION MARK, BUT THE
 GF0708'MARK WAS NOT RECOVERED.  THE STATION MARK CAN BE REPLACE FROM
 GF0708'THE REFERENCE MARKS AT A LATER DATE IF THE UNDERGROUND MARK
 GF0708'IS NOT RECOVERED.
 GF0708'
 GF0708'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 GF0708'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GF0708'
 GF0708'THE 1954 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 GF0708
 GF0708                          STATION RECOVERY (1965)
 GF0708
 GF0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 GF0708'THE STATION WAS VISITED 10-16-65 AND REFERENCE MARK NO. 1 AND
 GF0708'REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE FOUND IN GOOD
 GF0708'CONDITION.  THE AZIMUTH MARK IS NOT VISIABLE FROM THE STATION
 GF0708'WITHOUT CLEARING.  THE STATION SURFACE AND UNDERGROUND MARKS
 GF0708'WERE NOT FOUND.  NEW MARKS WERE SET TO REESTABLISH THE STATION
 GF0708'FROM THE ANGLE BETWEEN REFERENCE MARKS AND THE DISTANCE FROM THE
 GF0708'REFERENCE MARKS.  A NEW DESCRIPTION FOLLOWS.
 GF0708'
 GF0708'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF YELLVILLE, ABOUT
 GF0708'5 MILES SOUTH OF PYRATT, AND 1.5 MILES EAST OF EROS ON THE RIGHT
 GF0708'OF WAY OF A NORTH-SOUTH GRAVELED ROAD, 18 FEET WEST OF THE
 GF0708'CENTERLINE OF A GRAVELED ROAD, 1 FOOT EAST OF A FENCE LINE, 69
 GF0708'FEET NORTH OF AN 18-INCH OAK TREE IN THE FENCE LINE, 1 FOOT SOUTH
 GF0708'OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED EROS 1954
 GF0708'1965, PROJECTS 6 INCHES.
 GF0708'
 GF0708'REFERENCE MARK NO. 1 IS 45.54 FEET NORTHEAST OF THE STATION, 18
 GF0708'FEET EAST OF THE CENTERLINE OF THE ROAD, 3.5 FEET WEST OF A FENCE
 GF0708'LINE, 17 FEET SOUTH OF TWO OAK TREES IN A FENCE LINE.  A STANDARD
 GF0708'DISK, STAMPED EROS NO. 1 1954, PROJECTS 3 INCHES.
 GF0708'
 GF0708'REFERENCE MARK NO. 2 IS 40.06 FEET SOUTHEAST OF THE STATION,
 GF0708'18 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A
 GF0708'FENCE LINE, 3 FEET NORTH OF A 12 INCH OAK TREE.  A STANDARD DISK,
 GF0708'STAMPED EROS NO. 2 1954, PROJECTS 3 INCHES.
 GF0708'
 GF0708'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GF0708'NO. 2 IF 49.5 FEET.
 GF0708'
 GF0708'THE AZIMUTH MARK IS 0.5 MILE NORTH-NORTHWEST OF STATION, 0.1
 GF0708'MILE WEST OF A CROSS ROAD ON A 5 FOOT CUTBANK, 26 FEET NORTH
 GF0708'OF THE CENTERLINE OF ROAD, 96 FEET WEST OF A FENCE CORNER, 1 FOOT
 GF0708'SOUTH OF A FENCE LINE, 75 FEET WEST-NORTHWEST OF A POWER POLE
 GF0708'ACROSS THE ROAD.  A STANDARD DISK, STAMPED EROS 1954, FLUSH
 GF0708'WITH GROUND.
 GF0708'
 GF0708'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVELED
 GF0708'ROAD FOR 0.5 MILE TO CROSS ROAD, TURN LEFT AND GO WEST 0.1 MILE
 GF0708'TO THE MARK ON THE RIGHT.
 GF0708'
 GF0708'TO REACH THE STATION FROM PYRATT, GO SOUTH FOR 0.3 MILE TO U.S.
 GF0708'HIGHWAY 62, TURN RIGHT AND GO WEST FOR 0.5 MILE TO A SIDE ROAD
 GF0708'LEFT, TURN LEFT AND GO SOUTH FOR 4.5 MILES TO A CROSS ROAD AT
 GF0708'EROS, AT A GROUP OF STONE BUILDING, TURN LEFT AND GO 1.75 MILE
 GF0708'TO A CROSS ROAD, TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO THE
 GF0708'TOP OF THE HILL AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1873 ***********************************************************************
 EJ1873  DESIGNATION -  ESAU
 EJ1873  PID         -  EJ1873
 EJ1873  STATE/COUNTY-  AR/PERRY
 EJ1873  USGS QUAD   -  FOURCHE (1984)
 EJ1873
 EJ1873                         *CURRENT SURVEY CONTROL
 EJ1873  ___________________________________________________________________
 EJ1873* NAD 83(1997)-  34 59 21.79591(N)    092 36 16.25863(W)     ADJUSTED  
 EJ1873* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 EJ1873  ___________________________________________________________________
 EJ1873  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 EJ1873  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 EJ1873
 EJ1873  HORZ ORDER  -  SECOND
 EJ1873
 EJ1873.The horizontal coordinates were established by classical geodetic methods
 EJ1873.and adjusted by the National Geodetic Survey in September 1999..
 EJ1873
 EJ1873.The orthometric height was scaled from a topographic map.
 EJ1873
 EJ1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1873
 EJ1873.The geoid height was determined by GEOID03.
 EJ1873
 EJ1873;                    North         East     Units Scale Factor Converg.
 EJ1873;SPC AR N     -    72,953.514   344,808.620   MT  0.99998945   -0 21 06.4
 EJ1873;SPC AR N     -   239,348.32  1,131,259.61   sFT  0.99998945   -0 21 06.4
 EJ1873;SPC AR S     -   657,795.840   344,804.851   MT  1.00005727   -0 20 18.0
 EJ1873;SPC AR S     - 2,158,118.52  1,131,247.25   sFT  1.00005727   -0 20 18.0
 EJ1873;UTM  15      - 3,871,937.638   536,093.301   MT  0.99961606   +0 13 36.4
 EJ1873
 EJ1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1873!SPC AR N     -   0.99998132  x   0.99998945  =   0.99997077
 EJ1873!SPC AR S     -   0.99998132  x   1.00005727  =   1.00003859
 EJ1873!UTM  15      -   0.99998132  x   0.99961606  =   0.99959739
 EJ1873
 EJ1873|---------------------------------------------------------------------|
 EJ1873| PID    Reference Object                     Distance      Geod. Az  |
 EJ1873|                                                           dddmmss.s |
 EJ1873| CY6014 ESAU RM 1                            11.968 METERS 05752     |
 EJ1873| CY6015 ESAU RM 2                            11.740 METERS 30616     |
 EJ1873| FG1741 TOM                                 APPROX. 9.7 KM 3172711.3 |
 EJ1873| CY6013 ESAU AZ MK                                         3392514.5 |
 EJ1873|---------------------------------------------------------------------|
 EJ1873
 EJ1873                          SUPERSEDED SURVEY CONTROL
 EJ1873
 EJ1873  NAD 83(1986)-  34 59 21.81090(N)    092 36 16.24985(W) AD(       ) 2
 EJ1873  NAD 27      -  34 59 21.49300(N)    092 36 15.66800(W) AD(       ) 2
 EJ1873
 EJ1873.Superseded values are not recommended for survey control.
 EJ1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1873.See file dsdata.txt to determine how the superseded data were derived.
 EJ1873
 EJ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3609371938(NAD 83)
 EJ1873_MARKER: DS = TRIANGULATION STATION DISK
 EJ1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1873
 EJ1873  HISTORY     - Date     Condition        Report By
 EJ1873  HISTORY     - 1940     MONUMENTED       CGS
 EJ1873  HISTORY     - 1967     GOOD             CGS
 EJ1873
 EJ1873                          STATION DESCRIPTION
 EJ1873
 EJ1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1873'STATION IS LOCATED ABOUT 12.0 MILES ENE OF THORNBURG, 1.5
 EJ1873'MILES SE OF BIGELOW ON THE HIGHEST POINT OF A TIMBERED RIDGE
 EJ1873'LYING BETWEEN THE ARKANSAS RIVER AND THE FOURCHE LA FAVE.
 EJ1873'STATION IS ON LAND OWNED BY E.D. WHITE.
 EJ1873'
 EJ1873'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EJ1873'DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1873'
 EJ1873'STATION MARK IS STAMPED ESAU 1940, PROJECTS ABOUT 6 INCHES
 EJ1873'ABOVE THE GROUND, AND IS 10.2 FEET SE OF WHITE REFERENCE POST,
 EJ1873'40.5 FEET S OF THE CENTER LINE OF ROAD, 53.7 FEET SW OF 18-INCH
 EJ1873'OAK TREE WITH TRIANGLE BLAZE, AND 20.9 FEET S OF FENCE.
 EJ1873'
 EJ1873'REFERENCE MARK NO.1 IS STAMPED ESAU NO.1 1940, AND PROJECTS
 EJ1873'4 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN
 EJ1873'THE STATION, 9.6 FEET S OF THE CENTER LINE OF ROAD, AND 1.0
 EJ1873'FEET N OF FENCE LINE.
 EJ1873'
 EJ1873'REFERENCE MARK NO.2 IS STAMPED ESAU NO.2, 1940 AND PROJECTS
 EJ1873'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER
 EJ1873'THAN THE STATION, 22.0 FEET S OF THE CENTER LINE OF ROAD
 EJ1873'AND 1.0 FOOT N OF FENCE.
 EJ1873'
 EJ1873'AZIMUTH MARK IS STAMPED ESAU 1940 AND PROJECTS ABOUT 4 INCHES
 EJ1873'ABOVE THE GROUND.  IT IS 6.2 FEET N OF REFERENCE POST, 2.3
 EJ1873'FEET E OF FENCE, 17.2 FEET S OF INTERSECTION OF A N-S AND
 EJ1873'E-W FENCE, AND 20.0 FEET W OF THE CENTER LINE OF DIRT ROAD.
 EJ1873'
 EJ1873'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 EJ1873'HIGHWAYS 60 AND 113 IN BIGELOW, GO SE ALONG SIDE OF RAILROAD
 EJ1873'0.15 MILE TO A COTTON GIN.  TURN LEFT (N) AND FOLLOW MAIN ROAD
 EJ1873'0.35 MILE, TURN RIGHT AND GO 0.2 MILE TO CROSSROADS AT RAILROAD
 EJ1873'CROSSING.  TURN LEFT ALONG N SIDE OF RAILROAD AND GO 0.1 MILE,
 EJ1873'THEN TAKE LEFT FORK AND GO 0.2 MILE TO A YELLOW HOUSE ON LEFT
 EJ1873'SIDE OF ROAD.  TURN RIGHT AND FOLLOW MAIN ROAD 0.3 MILE TO TOP
 EJ1873'OF RIDGE.  TURN LEFT PASSING THROUGH FARM YARD AND GO TO
 EJ1873'RIGHT OF SMALL CEMETERY, CONTINUE 0.2 MILE TO SE END OF SMALL
 EJ1873'CLEARING, GO SE 0.4 MILE TO END OF ROAD AND STATION.
 EJ1873'
 EJ1873'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 EJ1873
 EJ1873                          STATION RECOVERY (1967)
 EJ1873
 EJ1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1873'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 EJ1873'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD
 EJ1873'NOT BE FOUND, THE HILL THE STATION IS ON IS COVERED WITH TREES
 EJ1873'AND WAS UNABLE TO TURN A ANGLE TO THE MARK.  FOLLOWING IS A
 EJ1873'NEW AND COMPLETE DESCRIPTION.
 EJ1873'
 EJ1873'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED
 EJ1873'RIDGE LYING BETWEEN THE ARKANSAS AND THE FOURCHE LA FAVE RIVERS,
 EJ1873'ABOUT 12 MILES EAST-NORTHEAST OF THORNBURG, 1-1/2 MILES
 EJ1873'SOUTHEAST OF BIGELOW AND ON LAND OWNED BY MR. LEE NUTT.
 EJ1873'
 EJ1873'TO REACH FROM THE POST OFFICE IN BIGELOW, GO SOUTH ON PAVED
 EJ1873'ROAD FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 EJ1873'SOUTHEASTERLY ON PAVED ROAD FOR 0.4 MILE TO A T-INTERSECTION.
 EJ1873'TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 0.15 MILE TO A FORK.
 EJ1873'TAKE THE LEFT FORK AND GO SOUTHERLY ON PAVED ROAD FOR 0.15 MILE
 EJ1873'TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH ON PAVED ROAD
 EJ1873'FOR 0.15 MILE TO A CROSS ROAD.  TURN LEFT AND GO EAST ON PAVED
 EJ1873'ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 EJ1873'GO SOUTH ON PAVED ROAD FOR 0.1 MILE TO A LANE LEADING LEFT.
 EJ1873'TURN LEFT AND GO EASTERLY ON LANE ROAD FOR 0.3 MILE TO THE
 EJ1873'TOP OF RIDGE.  CONTINUE EAST ALONG THE TOP OF RIDGE FOR 0.6 MILE
 EJ1873'TO THE END OF THE ROAD AND STATION.
 EJ1873'
 EJ1873'STATION MARK IS A STANDARD DISK, STAMPED ESAU 1940, SET IN THE
 EJ1873'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 EJ1873'IT IS 104 FEET WEST OF A NORTH-SOUTH FENCE, 34 FEET EAST OF A
 EJ1873'POWERLINE POLE, 18 FEET SOUTH OF AN EAST-WEST FENCE AND 1 FOOT
 EJ1873'EAST OF A METAL WITNESS POST.
 EJ1873'
 EJ1873'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ESAU NO 1 1940,
 EJ1873'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 EJ1873'2 INCHES.  IT IS 69 FEET WEST OF THE NORTH-SOUTH FENCE,
 EJ1873'64 FEET EAST-NORTHEAST OF THE POWERLINE POLE, 1 FOOT NORTH OF THE
 EJ1873'EAST-WEST FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 EJ1873'
 EJ1873'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ESAU NO 2 1940,
 EJ1873'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 EJ1873'3 INCHES.  IT IS 133 FEET WEST OF THE NORTH-SOUTH FENCE, 19
 EJ1873'FEET NORTH OF THE POWERLINE POLE, 1 FOOT NORTH OF THE EAST-WEST
 EJ1873'FENCE, AND ABOUT 3 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1802 ***********************************************************************
 FG1802  DESIGNATION -  ESSEX
 FG1802  PID         -  FG1802
 FG1802  STATE/COUNTY-  AR/NEWTON
 FG1802  USGS QUAD   -  PARTHENON (1980)
 FG1802
 FG1802                         *CURRENT SURVEY CONTROL
 FG1802  ___________________________________________________________________
 FG1802* NAD 83(1997)-  35 52 39.56141(N)    093 12 35.89973(W)     ADJUSTED  
 FG1802* NAVD 88     -       687.     (meters)    2254.     (feet)  SCALED    
 FG1802  ___________________________________________________________________
 FG1802  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FG1802  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG1802
 FG1802  HORZ ORDER  -  FIRST
 FG1802
 FG1802.The horizontal coordinates were established by classical geodetic methods
 FG1802.and adjusted by the National Geodetic Survey in September 1999..
 FG1802
 FG1802.The orthometric height was scaled from a topographic map.
 FG1802
 FG1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1802
 FG1802.The geoid height was determined by GEOID03.
 FG1802
 FG1802;                    North         East     Units Scale Factor Converg.
 FG1802;SPC AR N     -   172,002.461   290,744.513   MT  0.99994901   -0 42 14.7
 FG1802;SPC AR N     -   564,311.41    953,884.29   sFT  0.99994901   -0 42 14.7
 FG1802;UTM  15      - 3,970,399.202   481,046.509   MT  0.99960443   -0 07 23.0
 FG1802
 FG1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1802!SPC AR N     -   0.99989656  x   0.99994901  =   0.99984558
 FG1802!UTM  15      -   0.99989656  x   0.99960443  =   0.99950103
 FG1802
 FG1802:                Primary Azimuth Mark                     Grid Az
 FG1802:SPC AR N     -  YATES                                    252 22 11.9
 FG1802:UTM  15      -  YATES                                    251 47 20.2
 FG1802
 FG1802|---------------------------------------------------------------------|
 FG1802| PID    Reference Object                     Distance      Geod. Az  |
 FG1802|                                                           dddmmss.s |
 FG1802| FG1906 YATES                               APPROX.27.7 KM 2513957.2 |
 FG1802|---------------------------------------------------------------------|
 FG1802
 FG1802                          SUPERSEDED SURVEY CONTROL
 FG1802
 FG1802  NAD 83(1986)-  35 52 39.57055(N)    093 12 35.90454(W) AD(       ) 1
 FG1802  NAD 27      -  35 52 39.28300(N)    093 12 35.27300(W) AD(       ) 1
 FG1802
 FG1802.Superseded values are not recommended for survey control.
 FG1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1802.See file dsdata.txt to determine how the superseded data were derived.
 FG1802
 FG1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8104770399(NAD 83)
 FG1802_MARKER: DS = TRIANGULATION STATION DISK
 FG1802_SETTING: 80 = SET IN A BOULDER
 FG1802_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FG1802
 FG1802  HISTORY     - Date     Condition        Report By
 FG1802  HISTORY     - 1928     MONUMENTED       CGS
 FG1802  HISTORY     - 1966     MARK NOT FOUND   USGS
 FG1802  HISTORY     - 1985     MARK NOT FOUND   USDA
 FG1802
 FG1802                          STATION DESCRIPTION
 FG1802
 FG1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 FG1802'ABOUT 14 MILES BY ROAD SOUTH OF JASPER, 5 MILES NORTH OF
 FG1802'DEER, IN SMALL CLEARED FIELD, ON LAND OWNED BY J.M. ESSEX AND
 FG1802'FARMED BY CHAS. ESSEX, 1/4 MILE WEST OF ESSEXS HOME, 50
 FG1802'METERS (164 FEET) WEST OF PASTURE FENCE, 48.72 METERS (159.8
 FG1802'FEET) WEST OF LONE PERSIMMON TREE ON EAST SIDE OF FIELD,
 FG1802'AND 91.30 METERS (299.5 FEET) SOUTHEAST OF TALL WALNUT TREE.
 FG1802'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FG1802'IN BOULDERS.  UNDERGROUND MARK IS 5 FEET BELOW SURFACE.
 FG1802'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS.
 FG1802'NO. 1 IS 90.90 METERS (298.2 FEET) FROM STATION,
 FG1802'N 19 DEG 37 MIN W.  NO. 2 IS 42.90 METERS (140.7
 FG1802'FEET) FROM STATION, S 72 DEG 47 MIN W.
 FG1802
 FG1802                          STATION RECOVERY (1966)
 FG1802
 FG1802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (RFP)
 FG1802'STATION SEARCHED FOR AND NOT FOUND.  RM NO. 2 APPARENTLY DESTROYED.
 FG1802'RM NO. 1 STILL IN PLACE.  TREES FROM WHICH THE STATION WAS DESCRIBED
 FG1802'ARE DESTROYED.  SINCE THIS STATION WAS EVEREDGE AND NOT REALLY
 FG1802'NEEDED FOR THIS PROJ., ONLY ABOUT 2 HRS WAS SPENT IN THE SEARCH.  IT
 FG1802'IS POSSIBLE THAT THE STA. COULD BE FOUND WITH A MORE DILIGENT
 FG1802'SEARCH.
 FG1802'
 FG1802'DIRECTION AND DISTANCE 14 MILES BY RD. S OF JASPER, 5.0 MI N OF DEER
 FG1802'IN A SMALL CLEARED FIELD.
 FG1802
 FG1802                          STATION RECOVERY (1985)
 FG1802
 FG1802'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HWH)
 FG1802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1821 ***********************************************************************
 EJ1821  DESIGNATION -  ET 1 WMB
 EJ1821  PID         -  EJ1821
 EJ1821  STATE/COUNTY-  AR/GRANT
 EJ1821  USGS QUAD   -  PRAGUE (1984)
 EJ1821
 EJ1821                         *CURRENT SURVEY CONTROL
 EJ1821  ___________________________________________________________________
 EJ1821* NAD 83(1997)-  34 15 08.59724(N)    092 16 32.46834(W)     ADJUSTED  
 EJ1821* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 EJ1821  ___________________________________________________________________
 EJ1821  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 EJ1821  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ1821
 EJ1821  HORZ ORDER  -  SECOND
 EJ1821
 EJ1821.The horizontal coordinates were established by classical geodetic methods
 EJ1821.and adjusted by the National Geodetic Survey in September 1999..
 EJ1821
 EJ1821.The orthometric height was scaled from a topographic map.
 EJ1821
 EJ1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1821
 EJ1821.The geoid height was determined by GEOID03.
 EJ1821
 EJ1821;                    North         East     Units Scale Factor Converg.
 EJ1821;SPC AR S     -   575,910.825   374,608.331   MT  0.99992568   -0 09 15.5
 EJ1821;SPC AR S     - 1,889,467.43  1,229,027.50   sFT  0.99992568   -0 09 15.5
 EJ1821;UTM  15      - 3,790,378.116   566,691.042   MT  0.99965482   +0 24 27.7
 EJ1821
 EJ1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1821!SPC AR S     -   0.99998777  x   0.99992568  =   0.99991345
 EJ1821!UTM  15      -   0.99998777  x   0.99965482  =   0.99964260
 EJ1821
 EJ1821                          SUPERSEDED SURVEY CONTROL
 EJ1821
 EJ1821  NAD 83(1986)-  34 15 08.60702(N)    092 16 32.46028(W) AD(       ) 2
 EJ1821  NAD 27      -  34 15 08.25751(N)    092 16 31.92032(W) AD(       ) 2
 EJ1821
 EJ1821.Superseded values are not recommended for survey control.
 EJ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1821.See file dsdata.txt to determine how the superseded data were derived.
 EJ1821
 EJ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6669190378(NAD 83)
 EJ1821_MARKER: DB = BENCH MARK DISK
 EJ1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1821+STABILITY: SURFACE MOTION
 EJ1821
 EJ1821  HISTORY     - Date     Condition        Report By
 EJ1821  HISTORY     - 1964     MONUMENTED       USGS
 EJ1821
 EJ1821                          STATION DESCRIPTION
 EJ1821
 EJ1821'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (VBM)
 EJ1821'ABOUT 7 MILES SOUTHEAST OF SHERIDAN, 4 MILES SOUTH OF CENTER
 EJ1821'GROVE, IN THE CENTER OF SECTION 26, T-5-S, R-12-W, AND ON
 EJ1821'PROPERTY OWNED BY THE INTERNATIONAL PAPER COMPANY.  IT IS
 EJ1821'A STANDARD U.S.G.S. BENCH MARK DISK SET IN THE TOP OF A
 EJ1821'6 X 6 INCH CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 27
 EJ1821'FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD AND 10
 EJ1821'FEET SOUTHWEST OF A 12 INCH TWIN TRUNK OAK TREE.  THE DISK
 EJ1821'IS STAMPED ET 1 WMB 1961 342 FEET.
 EJ1821'
 EJ1821'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 270 AND 167 IN
 EJ1821'SHERIDAN, GO EAST ON HIGHWAY 270 FOR 0.2 MILE TO CROSSROAD AND
 EJ1821'THE FIRST CHRISTIAN CHURCH ON THE RIGHT.  TURN RIGHT AND FOLLOW
 EJ1821'GRAVELED ROAD SOUTHEASTERLY FOR 5.0 MILES TO A SIDE ROAD LEFT.
 EJ1821'TURN LEFT AND GO EASTERLY ON RHODEN SPRINGS ROAD FOR 4.35 MILES
 EJ1821'TO THE MARK ON THE LEFT.
 EJ1821'
 EJ1821'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1821'PRAGUE AND THE DISTANCE IS 41.7222 METERS, 136.88 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1801 ***********************************************************************
 EJ1801  DESIGNATION -  ET 32 KEE
 EJ1801  PID         -  EJ1801
 EJ1801  STATE/COUNTY-  AR/CLEVELAND
 EJ1801  USGS QUAD   -  FAITH (1984)
 EJ1801
 EJ1801                         *CURRENT SURVEY CONTROL
 EJ1801  ___________________________________________________________________
 EJ1801* NAD 83(1997)-  34 01 01.76731(N)    092 07 07.25636(W)     ADJUSTED  
 EJ1801* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 EJ1801  ___________________________________________________________________
 EJ1801  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 EJ1801  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 EJ1801
 EJ1801  HORZ ORDER  -  SECOND
 EJ1801
 EJ1801.The horizontal coordinates were established by classical geodetic methods
 EJ1801.and adjusted by the National Geodetic Survey in September 1999..
 EJ1801
 EJ1801.The orthometric height was scaled from a topographic map.
 EJ1801
 EJ1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1801
 EJ1801.The geoid height was determined by GEOID03.
 EJ1801
 EJ1801;                    North         East     Units Scale Factor Converg.
 EJ1801;SPC AR S     -   549,792.153   389,038.660   MT  0.99991851   -0 03 59.1
 EJ1801;SPC AR S     - 1,803,776.42  1,276,371.00   sFT  0.99991851   -0 03 59.1
 EJ1801;UTM  15      - 3,764,408.512   581,372.620   MT  0.99968162   +0 29 35.1
 EJ1801
 EJ1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1801!SPC AR S     -   0.99999152  x   0.99991851  =   0.99991003
 EJ1801!UTM  15      -   0.99999152  x   0.99968162  =   0.99967314
 EJ1801
 EJ1801                          SUPERSEDED SURVEY CONTROL
 EJ1801
 EJ1801  NAD 83(1986)-  34 01 01.77710(N)    092 07 07.24921(W) AD(       ) 2
 EJ1801  NAD 27      -  34 01 01.41783(N)    092 07 06.73326(W) AD(       ) 2
 EJ1801
 EJ1801.Superseded values are not recommended for survey control.
 EJ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1801.See file dsdata.txt to determine how the superseded data were derived.
 EJ1801
 EJ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8137364409(NAD 83)
 EJ1801_MARKER: DB = BENCH MARK DISK
 EJ1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1801+STABILITY: SURFACE MOTION
 EJ1801
 EJ1801  HISTORY     - Date     Condition        Report By
 EJ1801  HISTORY     - 1964     MONUMENTED       USGS
 EJ1801
 EJ1801                          STATION DESCRIPTION
 EJ1801
 EJ1801'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (VBM)
 EJ1801'ABOUT 5 MILES NORTHEAST OF RISON, IN THE NORTH 1/4 OF SEC.
 EJ1801'21, T-8-S, R-10-W, AND ON ROAD RIGHT-OF-WAY.  IT IS A STANDARD
 EJ1801'U.S.G.S. BENCH MARK DISK SET IN THE TOP OF A 6 X 6 INCH
 EJ1801'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 EJ1801'IT IS 47 FEET NORTHWEST OF A T-ROAD INTERSECTION, 36 FEET NORTH
 EJ1801'OF THE CENTERLINE OF A SIDE ROAD, 26 FEET WEST OF THE CENTERLINE
 EJ1801'OF A GRAVELED ROAD, AND 3 FEET EAST OF A WITNESS POST AND A
 EJ1801'FENCE CORNER.  THE DISK IS STAMPED ET KEE 32 1961.
 EJ1801'
 EJ1801'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 EJ1801'RISON, GO EASTERLY ON THE PAVED ROAD FOR 0.4 MILE TO THE END
 EJ1801'OF THE PAVEMENT.  CONTINUE EAST AND NORTHEAST ON THE GRAVELED
 EJ1801'ROAD FOR 5.85 MILES TO A SIDE ROAD LEFT AND THE MARK ON THE
 EJ1801'LEFT.
 EJ1801'
 EJ1801'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1801'ROGERS AND THE DISTANCE IS 1331.54 FEET, 405.8546 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1612 ***********************************************************************
 EJ1612  DESIGNATION -  ET 9 LR
 EJ1612  PID         -  EJ1612
 EJ1612  STATE/COUNTY-  AR/PULASKI
 EJ1612  USGS QUAD   -  SWEET HOME (1986)
 EJ1612
 EJ1612                         *CURRENT SURVEY CONTROL
 EJ1612  ___________________________________________________________________
 EJ1612* NAD 83(1986)-  34 40 40.     (N)    092 14 06.     (W)     SCALED    
 EJ1612* NAVD 88     -        83.598  (meters)     274.27   (feet)  ADJUSTED  
 EJ1612  ___________________________________________________________________
 EJ1612  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EJ1612  DYNAMIC HT  -          83.519 (meters)     274.01  (feet)  COMP
 EJ1612  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 EJ1612
 EJ1612  VERT ORDER  -  FIRST     CLASS II
 EJ1612
 EJ1612.The horizontal coordinates were scaled from a topographic map and have
 EJ1612.an estimated accuracy of +/- 6 seconds.
 EJ1612
 EJ1612.The orthometric height was determined by differential leveling
 EJ1612.and adjusted by the National Geodetic Survey in June 1991..
 EJ1612
 EJ1612.The geoid height was determined by GEOID03.
 EJ1612
 EJ1612.The dynamic height is computed by dividing the NAVD 88
 EJ1612.geopotential number by the normal gravity value computed on the
 EJ1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1612.degrees latitude (g = 980.6199 gals.).
 EJ1612
 EJ1612.The modeled gravity was interpolated from observed gravity values.
 EJ1612
 EJ1612;                    North         East    Units  Estimated Accuracy
 EJ1612;SPC AR S     -   623,090.      378,460.      MT  (+/- 180 meters Scaled)
 EJ1612
 EJ1612                          SUPERSEDED SURVEY CONTROL
 EJ1612
 EJ1612.No superseded survey control is available for this station.
 EJ1612
 EJ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU700375(NAD 83)
 EJ1612_MARKER: DD = SURVEY DISK
 EJ1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1612_SP_SET: CONCRETE POST
 EJ1612_STAMPING: ET 9 LR 1960
 EJ1612_MARK LOGO: USGS  
 EJ1612_PROJECTION: PROJECTING 10 CENTIMETERS
 EJ1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1612+STABILITY: SURFACE MOTION
 EJ1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1612+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 EJ1612
 EJ1612  HISTORY     - Date     Condition        Report By
 EJ1612  HISTORY     - 1960     MONUMENTED       USGS
 EJ1612  HISTORY     - 1984     GOOD             NGS
 EJ1612  HISTORY     - 1988     GOOD             USPSQD
 EJ1612  HISTORY     - 1988     GOOD             USPSQD
 EJ1612  HISTORY     - 1989     GOOD             USPSQD
 EJ1612  HISTORY     - 1989     GOOD             USPSQD
 EJ1612  HISTORY     - 1990     GOOD             USPSQD
 EJ1612  HISTORY     - 1990     GOOD             USPSQD
 EJ1612  HISTORY     - 19920902 GOOD             USPSQD
 EJ1612  HISTORY     - 20050919 GOOD             GEOCAC
 EJ1612
 EJ1612                          STATION DESCRIPTION
 EJ1612
 EJ1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1612'1.4 KM (0.9 MI) SE FROM SWEET HOME.
 EJ1612'1.4 KM (0.9 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST OFFICE
 EJ1612'IN SWEET HOME TO THE MARK AT THE ZION HILL BAPTIST CHURCH,
 EJ1612'17.83 METERS (58.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EJ1612'CHURCH, 6.40 METERS (21.0 FT) WEST-SOUTHWEST OF THE CENTER LINE OF THE
 EJ1612'HIGHWAY, 9.75 METERS (32.0 FT) EAST-NORTHEAST OF THE CENTER OF A PARK
 EJ1612'AREA ROAD, 0.91 METERS (3.0 FT) SOUTHEAST OF POWER LINE POLE NUMBER
 EJ1612'8233, AND 26.09 METERS (85.6 FT) NORTHEAST OF BENCH MARK H 287.
 EJ1612'THE MARK IS 0.12 METERS  S FROM A WITNESS POST.
 EJ1612'THE MARK IS 0.46 M ABOVE HIGHWAY.
 EJ1612
 EJ1612                          STATION RECOVERY (1988)
 EJ1612
 EJ1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1612'RECOVERED IN GOOD CONDITION.
 EJ1612
 EJ1612                          STATION RECOVERY (1988)
 EJ1612
 EJ1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ1612'RECOVERED IN GOOD CONDITION.
 EJ1612
 EJ1612                          STATION RECOVERY (1989)
 EJ1612
 EJ1612'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1612'RECOVERED IN GOOD CONDITION.
 EJ1612
 EJ1612                          STATION RECOVERY (1989)
 EJ1612
 EJ1612'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1612'RECOVERED IN GOOD CONDITION.
 EJ1612
 EJ1612                          STATION RECOVERY (1990)
 EJ1612
 EJ1612'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1612'RECOVERED IN GOOD CONDITION.
 EJ1612
 EJ1612                          STATION RECOVERY (1990)
 EJ1612
 EJ1612'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1612'RECOVERED IN GOOD CONDITION.
 EJ1612
 EJ1612                          STATION RECOVERY (1992)
 EJ1612
 EJ1612'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1612'RECOVERED IN GOOD CONDITION.
 EJ1612
 EJ1612                          STATION RECOVERY (2005)
 EJ1612
 EJ1612'RECOVERY NOTE BY GEOCACHING 2005 (TWD)
 EJ1612'N 34* 40.678 W 092* 14.050
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1059 ***********************************************************************
 DK1059  DESIGNATION -  EUDORA
 DK1059  PID         -  DK1059
 DK1059  STATE/COUNTY-  AR/CHICOT
 DK1059  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1059
 DK1059                         *CURRENT SURVEY CONTROL
 DK1059  ___________________________________________________________________
 DK1059* NAD 83(1986)-  33 06 43.     (N)    091 15 39.     (W)     SCALED    
 DK1059* NAVD 88     -        42.318  (meters)     138.84   (feet)  ADJUSTED  
 DK1059  ___________________________________________________________________
 DK1059  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DK1059  DYNAMIC HT  -          42.273 (meters)     138.69  (feet)  COMP
 DK1059  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 DK1059
 DK1059  VERT ORDER  -  SECOND    CLASS 0
 DK1059
 DK1059.The horizontal coordinates were scaled from a topographic map and have
 DK1059.an estimated accuracy of +/- 6 seconds.
 DK1059
 DK1059.The orthometric height was determined by differential leveling
 DK1059.and adjusted by the National Geodetic Survey in June 1991..
 DK1059
 DK1059.The geoid height was determined by GEOID03.
 DK1059
 DK1059.The dynamic height is computed by dividing the NAVD 88
 DK1059.geopotential number by the normal gravity value computed on the
 DK1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1059.degrees latitude (g = 980.6199 gals.).
 DK1059
 DK1059.The modeled gravity was interpolated from observed gravity values.
 DK1059
 DK1059;                    North         East    Units  Estimated Accuracy
 DK1059;SPC AR S     -   449,640.      468,990.      MT  (+/- 180 meters Scaled)
 DK1059
 DK1059                          SUPERSEDED SURVEY CONTROL
 DK1059
 DK1059  NGVD 29 (??/??/??)   42.414  (m)          139.15   (f) ADJUSTED    2 0
 DK1059
 DK1059.Superseded values are not recommended for survey control.
 DK1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1059.See file dsdata.txt to determine how the superseded data were derived.
 DK1059
 DK1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS622650(NAD 83)
 DK1059_MARKER: DB = BENCH MARK DISK
 DK1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1059_SP_SET: PEDESTAL
 DK1059_STAMPING: EUDORA 1934
 DK1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1059+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 DK1059
 DK1059  HISTORY     - Date     Condition        Report By
 DK1059  HISTORY     - 1934     MONUMENTED       CGS
 DK1059  HISTORY     - 1935     GOOD             CGS
 DK1059  HISTORY     - 20050324 GOOD             ARHD
 DK1059
 DK1059                          STATION DESCRIPTION
 DK1059
 DK1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1059'IN EUDORA.
 DK1059'IN EUDORA, BRONZE TABLET SET IN SOUTHEAST CONCRETE PEDESTAL OF CITY
 DK1059'WATER TANK AT REAR OF EUDORA CITY HALL.  210 FEET EAST OF CENTERLINE
 DK1059'OF MAIN STREET.  63 FEET NORTHWEST OF MISSOURI PACIFIC R.R. MILE POST
 DK1059'446-20.  37 FEET EAST OF EAST WALL OF CITY JAIL.
 DK1059
 DK1059                          STATION RECOVERY (2005)
 DK1059
 DK1059'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK1059'WATER TANK HAS BEEN REMOVED. THE STATION IS ON PROPERTY OWNED BY THE
 DK1059'CITY OF EUDORA. FOR ACCESS CALL HAROLD PRUITT 870-355-4436
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2060 ***********************************************************************
 DK2060  DESIGNATION -  EUDORA FED COMPRESS CO N TK
 DK2060  PID         -  DK2060
 DK2060  STATE/COUNTY-  AR/CHICOT
 DK2060  USGS QUAD   -  EUDORA SOUTH (1981)
 DK2060
 DK2060                         *CURRENT SURVEY CONTROL
 DK2060  ___________________________________________________________________
 DK2060* NAD 83(1997)-  33 07 20.59374(N)    091 15 44.82877(W)     ADJUSTED  
 DK2060* NAVD 88     -                                                        
 DK2060  ___________________________________________________________________
 DK2060  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DK2060  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DK2060
 DK2060  HORZ ORDER  -  THIRD
 DK2060
 DK2060.The horizontal coordinates were established by classical geodetic methods
 DK2060.and adjusted by the National Geodetic Survey in September 1999..
 DK2060
 DK2060
 DK2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2060
 DK2060.The geoid height was determined by GEOID03.
 DK2060
 DK2060;                    North         East     Units Scale Factor Converg.
 DK2060;SPC AR S     -   450,794.464   468,833.313   MT  1.00004412   +0 24 46.1
 DK2060;SPC AR S     - 1,478,981.50  1,538,163.96   sFT  1.00004412   +0 24 46.1
 DK2060;SPC MS W     -   401,996.272   613,293.702   MT  1.00004266   -0 30 27.8
 DK2060;SPC MS W     - 1,318,882.77  2,012,114.42   sFT  1.00004266   -0 30 27.8
 DK2060;UTM  15      - 3,666,198.256   662,100.077   MT  0.99992398   +0 56 58.8
 DK2060
 DK2060                          SUPERSEDED SURVEY CONTROL
 DK2060
 DK2060  NAD 83(1997)-  33 07 20.59405(N)    091 15 44.82887(W) AD(       ) 4
 DK2060  NAD 83(1986)-  33 07 20.60508(N)    091 15 44.82067(W) AD(       ) 4
 DK2060  NAD 27      -  33 07 20.16500(N)    091 15 44.41900(W) AD(       ) 3
 DK2060
 DK2060.Superseded values are not recommended for survey control.
 DK2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2060.See file dsdata.txt to determine how the superseded data were derived.
 DK2060
 DK2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6210066198(NAD 83)
 DK2060_MARKER: 53 = ELEVATED TANK
 DK2060
 DK2060  HISTORY     - Date     Condition        Report By
 DK2060  HISTORY     - 1929     FIRST OBSERVED   CGS
 DK2060  HISTORY     - 1958     GOOD             CGS
 DK2060  HISTORY     - 1967     GOOD             CGS
 DK2060
 DK2060                          STATION DESCRIPTION
 DK2060
 DK2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK2060'NO PREVIOUS DESCRIPTION AVAILABLE FOR THIS STATION.  FOLLOWING
 DK2060'IS A COMPLETE AND NEW DESCRIPTION--THE STATION IS THE FINIAL ON
 DK2060'THE APEX OF THE TANK.  IT IS LOCATED ABOUT 0.8 MILE NORTH OF
 DK2060'THE CENTER OF THE TOWN OF EUDORA AND 0.3 MILE WEST OF U.S.
 DK2060'HIGHWAY 65.  IT IS AN ELEVATED TANK SUPPORTED BY A FOUR LEGGED,
 DK2060'STEEL SKELETON FRAMEWORK, PAINTED ALUMINUM COLOR AND 135 FEET
 DK2060'HIGH.  THIS TANK IS THE NORTH ONE OF TWO WATER TANKS LOCATED
 DK2060'ON THE GROUNDS OF THE FEDERAL COMPRESS CO.  APPROXIMATE
 DK2060'DISTANCE BETWEEN THE NORTH AND SOUTH TANKS IS 900 FEET.
 DK2060
 DK2060                          STATION RECOVERY (1967)
 DK2060
 DK2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK2060'THE STATION IS LOCATED IN NORTH-CENTRAL EUDORA, AT THE NORTH END OF
 DK2060'THE FEDERAL COMPRESS CO. BUILDINGS, 251 FEET WEST OF THE CENTER OF
 DK2060'MIAN STREET, 97 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RED
 DK2060'STORAGE BUILDING, AND 74 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 DK2060'STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE, SUPPORTING A TANK
 DK2060'ON ITS TOP, THE OVERALL HEIGHT ABOUT 125 FEET.
 DK2060'
 DK2060'TO REACH THE STATION FROM THE POST OFFICE IN EUDORA, GO EAST FOR 1
 DK2060'BLOCK, TURN RIGHT AND GO 0.4 MILE CROSS TRACKS AND CONTINUE 0.7 MILE
 DK2060'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2063 ***********************************************************************
 DK2063  DESIGNATION -  EUDORA FED COMPRESS CO S TK
 DK2063  PID         -  DK2063
 DK2063  STATE/COUNTY-  AR/CHICOT
 DK2063  USGS QUAD   -  EUDORA SOUTH (1981)
 DK2063
 DK2063                         *CURRENT SURVEY CONTROL
 DK2063  ___________________________________________________________________
 DK2063* NAD 83(1997)-  33 07 11.41987(N)    091 15 42.89768(W)     ADJUSTED  
 DK2063* NAVD 88     -                                                        
 DK2063  ___________________________________________________________________
 DK2063  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DK2063  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DK2063
 DK2063  HORZ ORDER  -  THIRD
 DK2063
 DK2063.The horizontal coordinates were established by classical geodetic methods
 DK2063.and adjusted by the National Geodetic Survey in September 1999..
 DK2063
 DK2063
 DK2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2063
 DK2063.The geoid height was determined by GEOID03.
 DK2063
 DK2063;                    North         East     Units Scale Factor Converg.
 DK2063;SPC AR S     -   450,512.197   468,885.412   MT  1.00004482   +0 24 47.2
 DK2063;SPC AR S     - 1,478,055.43  1,538,334.89   sFT  1.00004482   +0 24 47.2
 DK2063;SPC MS W     -   401,713.204   613,341.260   MT  1.00004256   -0 30 26.6
 DK2063;SPC MS W     - 1,317,954.07  2,012,270.45   sFT  1.00004256   -0 30 26.6
 DK2063;UTM  15      - 3,665,916.523   662,154.811   MT  0.99992420   +0 56 59.6
 DK2063
 DK2063                          SUPERSEDED SURVEY CONTROL
 DK2063
 DK2063  NAD 83(1997)-  33 07 11.42018(N)    091 15 42.89779(W) AD(       ) 4
 DK2063  NAD 83(1986)-  33 07 11.43126(N)    091 15 42.88958(W) AD(       ) 4
 DK2063  NAD 27      -  33 07 10.99500(N)    091 15 42.48600(W) AD(       ) 3
 DK2063
 DK2063.Superseded values are not recommended for survey control.
 DK2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2063.See file dsdata.txt to determine how the superseded data were derived.
 DK2063
 DK2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6215565917(NAD 83)
 DK2063_MARKER: 53 = ELEVATED TANK
 DK2063
 DK2063  HISTORY     - Date     Condition        Report By
 DK2063  HISTORY     - 1929     FIRST OBSERVED   CGS
 DK2063  HISTORY     - 1958     GOOD             CGS
 DK2063  HISTORY     - 1967     GOOD             CGS
 DK2063
 DK2063                          STATION DESCRIPTION
 DK2063
 DK2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK2063'NO PREVIOUS DESCRIPTION AVAILABLE FOR THIS STATION.  FOLLOWING
 DK2063'IS A COMPLETE AND NEW DESCRIPTION--STATION IS THE FINIAL ON
 DK2063'THE APEX OF THE TANK.  IT IS LOCATED 0.6 MILE NORTH OF THE
 DK2063'TOWN OF EUDORA AND 0.3 MILE WEST OF U.S. HIGHWAY 65.  IT IS
 DK2063'AN ELEVATED TANK SUPPORTED BY A FOUR LEGGED, STEEL SKELETON
 DK2063'FRAMEWORK, PAINTED ALUMINUM COLOR AND 135 FEET HIGH.  THIS
 DK2063'TANK IS THE SOUTH ONE OF TWO WATER TANKS LOCATED ON THE GROUNDS
 DK2063'OF THE FEDERAL COMPRESS CO.  APPROXIMATE DISTANCE BETWEEN
 DK2063'THE NORTH AND SOUTH TANKS IS 900 FEET.
 DK2063
 DK2063                          STATION RECOVERY (1967)
 DK2063
 DK2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK2063'THE STATION IS LOCATED IN THE NORTH-CENTRAL SECTION OF EUDORA, AT THE
 DK2063'SOUTH END OF THE FEDERAL COMPRESS CO. BUILDINGS, ACROSS THE ROAD
 DK2063'AND WEST OF THE SCHOOL HOUSE, 58 FEET WEST OF THE CENTER OF MAIN
 DK2063'STREET, 92 FEET EAST OF THE SOUTHEAST CORNER OF THE TIN WAREHOUSE
 DK2063'OF THE COMPRESS CO. AND 21 FEET NORTH OF THE PROJECTED PLANE OF THE
 DK2063'SOUTH WALL OF THE COMPRESS WAREHOUSE.  IT IS A FOUR LEGGED
 DK2063'STEEL STRUCTURE ABOUT 125 FEET HIGH.  THE POINT OBSERVED WAS
 DK2063'THE BALL AT THE APEX OF THE ROOF.
 DK2063'
 DK2063'TO REACH THE STATION FROM THE POST OFFICE IN EUDORA, GO EAST 1 BLOCK,
 DK2063'TURN RIGHT ON MAIN STREET AND GO NORTH FOR 0.4 MILE, TURN RIGHT AND
 DK2063'CROSS RAILROAD TRACKS, GO ABOUT 1/2 BLOCK, TURN LEFT AND GO NORTH
 DK2063'FOR 0.35 MILE TO THE TANK ON THE LEFT. AND THE SCHOOL ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2062 ***********************************************************************
 DK2062  DESIGNATION -  EUDORA MUNICIPAL TANK
 DK2062  PID         -  DK2062
 DK2062  STATE/COUNTY-  AR/CHICOT
 DK2062  USGS QUAD   -  EUDORA SOUTH (1981)
 DK2062
 DK2062                         *CURRENT SURVEY CONTROL
 DK2062  ___________________________________________________________________
 DK2062* NAD 83(1997)-  33 06 41.21430(N)    091 15 41.53579(W)     ADJUSTED  
 DK2062* NAVD 88     -                                                        
 DK2062  ___________________________________________________________________
 DK2062  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DK2062  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DK2062
 DK2062  HORZ ORDER  -  THIRD
 DK2062
 DK2062.The horizontal coordinates were established by classical geodetic methods
 DK2062.and adjusted by the National Geodetic Survey in September 1999..
 DK2062
 DK2062
 DK2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2062
 DK2062.The geoid height was determined by GEOID03.
 DK2062
 DK2062;                    North         East     Units Scale Factor Converg.
 DK2062;SPC AR S     -   449,581.879   468,927.432   MT  1.00004715   +0 24 47.9
 DK2062;SPC AR S     - 1,475,003.21  1,538,472.75   sFT  1.00004715   +0 24 47.9
 DK2062;SPC MS W     -   400,782.335   613,368.329   MT  1.00004250   -0 30 25.5
 DK2062;SPC MS W     - 1,314,900.04  2,012,359.26   sFT  1.00004250   -0 30 25.5
 DK2062;UTM  15      - 3,664,986.753   662,205.536   MT  0.99992441   +0 56 59.6
 DK2062
 DK2062                          SUPERSEDED SURVEY CONTROL
 DK2062
 DK2062  NAD 83(1997)-  33 06 41.21461(N)    091 15 41.53592(W) AD(       ) 4
 DK2062  NAD 83(1997)-  33 06 41.22433(N)    091 15 41.53145(W) AD(       ) 4
 DK2062  NAD 83(1986)-  33 06 41.22554(N)    091 15 41.52769(W) AD(       ) 4
 DK2062  NAD 27      -  33 06 40.78900(N)    091 15 41.12400(W) AD(       ) 3
 DK2062
 DK2062.Superseded values are not recommended for survey control.
 DK2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2062.See file dsdata.txt to determine how the superseded data were derived.
 DK2062
 DK2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6220664987(NAD 83)
 DK2062_MARKER: 53 = ELEVATED TANK
 DK2062
 DK2062  HISTORY     - Date     Condition        Report By
 DK2062  HISTORY     - 1929     FIRST OBSERVED   CGS
 DK2062  HISTORY     - 1958     GOOD             CGS
 DK2062
 DK2062                          STATION DESCRIPTION
 DK2062
 DK2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK2062'NO PREVIOUS DESCRIPTION AVAILABLE FOR THIS STATION.  FOLLOWING
 DK2062'IS A COMPLETE AND NEW DESCRIPTION--STATION IS THE FINIAL ON
 DK2062'THE APEX OF THE TANK. IT IS LOCATED IN THE CENTER OF THE TOWN
 DK2062'OF EUDORA.  IT IS AN ELEVATED TANK SUPPORTED BY A FOUR LEGGED
 DK2062'STEEL SKELETON FRAMEWORK, PAINTED ALUMINUM COLOR AND 135 FEET
 DK2062'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2061 ***********************************************************************
 DK2061  DESIGNATION -  EUDORA PIONEER GRAIN INC ELEV
 DK2061  PID         -  DK2061
 DK2061  STATE/COUNTY-  AR/CHICOT
 DK2061  USGS QUAD   -  EUDORA SOUTH (1981)
 DK2061
 DK2061                         *CURRENT SURVEY CONTROL
 DK2061  ___________________________________________________________________
 DK2061* NAD 83(1997)-  33 06 18.35525(N)    091 15 43.71392(W)     ADJUSTED  
 DK2061* NAVD 88     -                                                        
 DK2061  ___________________________________________________________________
 DK2061  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DK2061  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DK2061
 DK2061  HORZ ORDER  -  THIRD
 DK2061
 DK2061.The horizontal coordinates were established by classical geodetic methods
 DK2061.and adjusted by the National Geodetic Survey in September 1999..
 DK2061
 DK2061
 DK2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2061
 DK2061.The geoid height was determined by GEOID03.
 DK2061
 DK2061;                    North         East     Units Scale Factor Converg.
 DK2061;SPC AR S     -   448,877.230   468,876.035   MT  1.00004892   +0 24 46.7
 DK2061;SPC AR S     - 1,472,691.38  1,538,304.12   sFT  1.00004892   +0 24 46.7
 DK2061;SPC MS W     -   400,078.606   613,305.621   MT  1.00004263   -0 30 26.4
 DK2061;SPC MS W     - 1,312,591.23  2,012,153.52   sFT  1.00004263   -0 30 26.4
 DK2061;UTM  15      - 3,664,281.740   662,160.746   MT  0.99992423   +0 56 57.8
 DK2061
 DK2061                          SUPERSEDED SURVEY CONTROL
 DK2061
 DK2061  NAD 83(1997)-  33 06 18.35543(N)    091 15 43.71403(W) AD(       ) 4
 DK2061  NAD 83(1997)-  33 06 18.36042(N)    091 15 43.70431(W) AD(       ) 4
 DK2061  NAD 83(1986)-  33 06 18.36716(N)    091 15 43.70647(W) AD(       ) 4
 DK2061  NAD 27      -  33 06 17.93200(N)    091 15 43.30800(W) AD(       ) 3
 DK2061
 DK2061.Superseded values are not recommended for survey control.
 DK2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2061.See file dsdata.txt to determine how the superseded data were derived.
 DK2061
 DK2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6216164282(NAD 83)
 DK2061_MARKER: 65 = GRAIN ELEVATOR
 DK2061
 DK2061  HISTORY     - Date     Condition        Report By
 DK2061  HISTORY     - 1958     FIRST OBSERVED   CGS
 DK2061  HISTORY     - 1967     SEE DESCRIPTION  CGS
 DK2061
 DK2061                          STATION DESCRIPTION
 DK2061
 DK2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK2061'STATION IS THE PYRAMIDAL SHAPED, IRON STRUCTURE AT THE TOP
 DK2061'OF THE ELEVATOR.  IT IS A CREAM COLORED, CEMENT STRUCTURE
 DK2061'ABOUT 180 FEET HIGH AND LOCATED IN THE CITY OF EUDORA AT THE
 DK2061'SOUTH END OF MAIN STREET.
 DK2061
 DK2061                          STATION RECOVERY (1967)
 DK2061
 DK2061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK2061'THE STATION IS LOCATED IN THE SOUTH EDGE OF EUDORA, ABOUT 300 FEET
 DK2061'SOUTH OF THE INTERSECTION OF MAIN AND LEE STREETS AND EAST OF THE
 DK2061'RAILROAD TRACKS.  IT IS A CREAM COLORED CONCRETE STRUCTURE ABOUT
 DK2061'180 FEET HIGH.  THE POINT OBSERVED UPON WAS THE CENTER OF THE IRON
 DK2061'STRUCTURE ON THE TOP OF THE ELEVATOR.
 DK2061'
 DK2061'TO REACH THE STATION FROM THE POST OFFICE IN EUDORA, GO EAST FOR 1
 DK2061'BLOCK, TURN RIGHT AND GO SOUTH ON MAIN STREET FOR 0.3 MILE TO THE
 DK2061'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1999 ***********************************************************************
 DK1999  DESIGNATION -  EUNICE
 DK1999  PID         -  DK1999
 DK1999  STATE/COUNTY-  AR/CHICOT
 DK1999  USGS QUAD   -  ARKANSAS CITY (1972)
 DK1999
 DK1999                         *CURRENT SURVEY CONTROL
 DK1999  ___________________________________________________________________
 DK1999* NAD 83(1997)-  33 32 16.18531(N)    091 13 53.91523(W)     ADJUSTED  
 DK1999* NAVD 88     -        48.3    (meters)     158.     (feet)  VERTCON   
 DK1999  ___________________________________________________________________
 DK1999  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 DK1999  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1999
 DK1999  HORZ ORDER  -  FIRST
 DK1999
 DK1999.The horizontal coordinates were established by classical geodetic methods
 DK1999.and adjusted by the National Geodetic Survey in September 1999..
 DK1999
 DK1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1999
 DK1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1999
 DK1999.The geoid height was determined by GEOID03.
 DK1999
 DK1999;                    North         East     Units Scale Factor Converg.
 DK1999;SPC AR S     -   496,890.941   471,362.779   MT  0.99995578   +0 25 48.2
 DK1999;SPC AR S     - 1,630,216.36  1,546,462.72   sFT  0.99995578   +0 25 48.2
 DK1999;UTM  15      - 3,712,313.487   664,193.246   MT  0.99993238   +0 58 38.0
 DK1999
 DK1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1999!SPC AR S     -   0.99999657  x   0.99995578  =   0.99995235
 DK1999!UTM  15      -   0.99999657  x   0.99993238  =   0.99992895
 DK1999
 DK1999:                Primary Azimuth Mark                     Grid Az
 DK1999:SPC AR S     -  EUNICE AZ MK                             186 28 15.6
 DK1999:UTM  15      -  EUNICE AZ MK                             185 55 25.8
 DK1999
 DK1999|---------------------------------------------------------------------|
 DK1999| PID    Reference Object                     Distance      Geod. Az  |
 DK1999|                                                           dddmmss.s |
 DK1999| CY6016 EUNICE AZ MK                                       1865403.8 |
 DK1999| CY6017 EUNICE RM 1                          34.887 METERS 22017     |
 DK1999| DK2006 HALLEY MUN TANK                     APPROX.14.4 KM 2765612.4 |
 DK1999| CY6018 EUNICE RM 2                          28.217 METERS 35108     |
 DK1999|---------------------------------------------------------------------|
 DK1999
 DK1999                          SUPERSEDED SURVEY CONTROL
 DK1999
 DK1999  NAD 83(1997)-  33 32 16.18725(N)    091 13 53.91308(W) AD(       ) 1
 DK1999  NAD 83(1986)-  33 32 16.19390(N)    091 13 53.91084(W) AD(       ) 1
 DK1999  NAD 27      -  33 32 15.78915(N)    091 13 53.50216(W) AD(       ) 1
 DK1999  NGVD 29 (07/19/86)   48.4    (m)          159.     (f) VERT ANG       
 DK1999
 DK1999.Superseded values are not recommended for survey control.
 DK1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1999.See file dsdata.txt to determine how the superseded data were derived.
 DK1999
 DK1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6419312313(NAD 83)
 DK1999_MARKER: DS = TRIANGULATION STATION DISK
 DK1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1999
 DK1999  HISTORY     - Date     Condition        Report By
 DK1999  HISTORY     - 1965     MONUMENTED       CGS
 DK1999
 DK1999                          STATION DESCRIPTION
 DK1999
 DK1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK1999'STATION IS LOCATED ON A LEVEE, ABOUT 0.2 MILE WEST OF THE
 DK1999'MISSISSIPPI RIVER, 12 MILES EAST OF DERMOTT, 4-1/2 MILES SOUTH
 DK1999'OF ARKANSAS CITY AND 8.35 MILES EAST OF THE JUNCTION OF
 DK1999'U.S. HIGHWAY 65 AND STATE HIGHWAY 35 WHICH IS ABOUT 4 MILES EAST
 DK1999'OF THE TOWN OF DERMOTT.  IT IS IN SEC. 30, T.13S.  R1W.
 DK1999'
 DK1999'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 DK1999'MONUMENTS.
 DK1999'
 DK1999'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 DK1999'STATE HIGHWAY 35 WHICH IS ABOUT 4 MILES EAST OF DERMOTT.  GO
 DK1999'EAST ON HIGHWAY 35 FOR 2.6 MILES TO A RAILROAD TRACK, CONTINUE
 DK1999'EAST ON HIGHWAY 35 FOR 0.3 MILE TO A CROSSROADS AND COXS STORE
 DK1999'IN THE NORTHWEST ANGLE.  CONTINUE EAST, STRAIGHT AHEAD, ON A
 DK1999'GRAVEL ROAD FOR 5.35 MILES TO A GATE AND CATTLE GUARD.  PASS
 DK1999'THROUGH GATE AND FOLLOW GRAVEL ROAD NORTHEAST FOR 0.1 MILE
 DK1999'TO TOP OF LEVEE AND STATION AS DESCRIBED.
 DK1999'
 DK1999'AZIMUTH MARK IS REACHED FROM STATION.  GO SOUTH ON LEVEE ROAD
 DK1999'FOR 0.55 MILE TO THE LEVEE MARK ON RIGHT AND AZIMUTH MARK ON
 DK1999'LEFT AS DESCRIBED.
 DK1999'
 DK1999'STATION MARK DISK IS STAMPED EUNICE 1965 AND PROJECTS ABOUT 2
 DK1999'INCHES.  IT IS 42 FEET EAST-NORTHEAST OF THE JUNCTION OF A
 DK1999'GRAVELED ROAD ON TOP OF LEVEE AND A GRAVELED ROAD WHICH LEADS
 DK1999'SOUTHWEST OFF THE LEVEE, 30 FEET EAST OF THE CENTER OF ROAD ON
 DK1999'LEVEE, 22 FEET SOUTH OF A TRACK ROAD WHICH LEADS EAST OFF LEVEE,
 DK1999'7.9 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND MARK IS
 DK1999'ABOUT 2 FEET LOWER ELEVATION THAN THE LEVEE ROAD.
 DK1999'
 DK1999'REFERENCE MARK NUMBER 1 IS STAMPED EUNICE NO 1 1965 AND IS
 DK1999'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 114.3 FEET
 DK1999'SOUTHWEST OF THE WITNESS POST, 82 FEET SOUTH OF THE CENTER OF THE
 DK1999'JUNCTION OF THE LEVEE ROAD AND ROAD LEADING SOUTHWEST OFF LEVEE,
 DK1999'13-1/2 FEET WEST OF CENTER OF LEVEE ROAD AND AT ABOUT THE
 DK1999'SAME ELEVATION AS THE LEVEE ROAD.
 DK1999'
 DK1999'REFERENCE MARK NUMBER 2 IS STAMPED EUNICE NO 2 1965 AND PROJECTS
 DK1999'ABOUT 1 INCH.  IT IS 107 FEET NORTH OF THE JUNCTION OF THE
 DK1999'LEVEE ROAD AND GRAVELED ROAD LEADING SOUTHWEST OFF LEVEE,
 DK1999'14-1/2 FEET WEST OF THE CENTER OF LEVEE ROAD AND MARK IS ABOUT
 DK1999'THE SAME ELEVATION AS THE LEVEE ROAD.
 DK1999'
 DK1999'AZIMUTH MARK IS A STANDARD, DISK, STAMPED EUNICE 1965, SET IN
 DK1999'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 DK1999'GROUND.
 DK1999'
 DK1999'AZIMUTH MARK IS 33.7 FEET EAST OF A LEVEE STATION MARK
 DK1999'AND 18-1/2 FEET EAST OF THE CENTER OF THE LEVEE ROAD.
 DK1999'
 DK1999'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0843 ***********************************************************************
 GF0843  DESIGNATION -  EUREKA SPRINGS
 GF0843  PID         -  GF0843
 GF0843  STATE/COUNTY-  AR/CARROLL
 GF0843  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0843
 GF0843                         *CURRENT SURVEY CONTROL
 GF0843  ___________________________________________________________________
 GF0843* NAD 83(1997)-  36 23 55.67550(N)    093 44 43.62520(W)     ADJUSTED  
 GF0843* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 GF0843  ___________________________________________________________________
 GF0843  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GF0843  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0843
 GF0843  HORZ ORDER  -  FIRST
 GF0843
 GF0843.The horizontal coordinates were established by classical geodetic methods
 GF0843.and adjusted by the National Geodetic Survey in September 1999..
 GF0843
 GF0843.The orthometric height was scaled from a topographic map.
 GF0843
 GF0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0843
 GF0843.The geoid height was determined by GEOID03.
 GF0843
 GF0843;                    North         East     Units Scale Factor Converg.
 GF0843;SPC AR N     -   230,545.028   243,422.255   MT  1.00003690   -1 00 56.4
 GF0843;SPC AR N     -   756,379.81    798,627.85   sFT  1.00003690   -1 00 56.4
 GF0843;SPC MO W     -    26,021.327   917,685.303   MT  0.99999760   +0 26 52.0
 GF0843;UTM  15      - 4,028,440.592   433,153.565   MT  0.99965505   -0 26 32.5
 GF0843
 GF0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0843!SPC AR N     -   0.99993410  x   1.00003690  =   0.99997099
 GF0843!SPC MO W     -   0.99993410  x   0.99999760  =   0.99993170
 GF0843!UTM  15      -   0.99993410  x   0.99965505  =   0.99958917
 GF0843
 GF0843:                Primary Azimuth Mark                     Grid Az
 GF0843:SPC AR N     -  OAK HILL                                 037 17 56.2
 GF0843:SPC MO W     -  OAK HILL                                 035 50 07.8
 GF0843:UTM  15      -  OAK HILL                                 036 43 32.3
 GF0843
 GF0843|---------------------------------------------------------------------|
 GF0843| PID    Reference Object                     Distance      Geod. Az  |
 GF0843|                                                           dddmmss.s |
 GF0843| GF0844 OAK HILL                            APPROX. 8.2 KM 0361659.8 |
 GF0843| CI0845 EUREKA SPRINGS RM 1                  55.082 METERS 17018     |
 GF0843| GF0846 EUREKA SPRINGS 2                     61.567 METERS 24852     |
 GF0843| GF0845 EUREKA SPRINGS MUN STANDPIPE        124.604 METERS 25757     |
 GF0843| CI0846 EUREKA SPRINGS RM 2                  22.640 METERS 26017     |
 GF0843|---------------------------------------------------------------------|
 GF0843
 GF0843                          SUPERSEDED SURVEY CONTROL
 GF0843
 GF0843  NAD 83(1997)-  36 23 55.68375(N)    093 44 43.62603(W) AD(       ) 1
 GF0843  NAD 83(1997)-  36 23 55.68700(N)    093 44 43.62548(W) AD(       ) 1
 GF0843  NAD 83(1986)-  36 23 55.68698(N)    093 44 43.62572(W) AD(       ) 1
 GF0843  NAD 27      -  36 23 55.43250(N)    093 44 42.93990(W) AD(       ) 1
 GF0843
 GF0843.Superseded values are not recommended for survey control.
 GF0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0843.See file dsdata.txt to determine how the superseded data were derived.
 GF0843
 GF0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3315428441(NAD 83)
 GF0843_MARKER: DS = TRIANGULATION STATION DISK
 GF0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0843
 GF0843  HISTORY     - Date     Condition        Report By
 GF0843  HISTORY     - 1961     MONUMENTED       CGS
 GF0843  HISTORY     - 1962     GOOD             CGS
 GF0843
 GF0843                          STATION DESCRIPTION
 GF0843
 GF0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0843'THE STATION IS ON PROPERTY OF THE EUREKA SPRINGS HIGH SCHOOL,
 GF0843'AT THE NORTHEAST EDGE OF THE SCHOOL YARD, IN THE WEST EDGE OF
 GF0843'OF EUREKA SPRINGS.  IT IS ABOUT 0.1 MILE EAST OF THE EUREKA
 GF0843'SPRINGS MUNICIPAL STANDPIPE, 29 FEET WEST OF A 24 INCH OAK
 GF0843'TREE, 54 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE,
 GF0843'60 FEET SOUTHEAST OF A 36 INCH OAK TREE AND 119.4 FEET NORTHEAST
 GF0843'OF THE SOUTHEAST CORNER OF THE SCHOOL.  THE MONUMENT IS FLUSH
 GF0843'AND THE DISK IS STAMPED EUREKA SPRINGS 1961.
 GF0843'
 GF0843'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTERLINE OF A PAVED
 GF0843'ROAD, 59 FEET WEST OF A POWER POLE AND 132 FEET EAST OF THE
 GF0843'SOUTHWEST CORNER OF THE SCHOOL.  THE MONUMENT IS FLUSH AND
 GF0843'THE DISK IS STAMPED EUREKA SPRINGS NO 1 1961.
 GF0843'
 GF0843'REFERENCE MARK 2 IS 5 FEET SOUTHEAST OF A 15 INCH OAK TREE
 GF0843'AND 68 FEET NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL.  THE
 GF0843'MONUMENT IS FLUSH AND THE DISK IS STAMPED EUREKA SPRINGS NO 2
 GF0843'1961.
 GF0843'
 GF0843'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 GF0843'
 GF0843'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0843
 GF0843                          STATION RECOVERY (1962)
 GF0843
 GF0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 GF0843'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 GF0843'WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GF0843'
 GF0843'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 GF0843'
 GF0843'THE ANGLE BETWEEN THE REFERENCE MARKS AGREED WITH THE 1961 ANGLE
 GF0843'BY 17 SECONDS.  HOWEVER, THE ANGLES BETWEEN THE EUREKA SPRINGS
 GF0843'MUNICIPAL STANDPIPE AND THE REFERENCE MARKS DIFFERED FROM THE
 GF0843'1961 RESULTS BY ABOUT 2-1/2 MINUTES.
 GF0843'
 GF0843'THE STATION WAS MOVED TO A NEW LOCATION ON JUNE 8, 1962, AT THE
 GF0843'THE REQUEST OF MR. MORRIS SMITH, ARCHITECT, LITTLE ROCK, ARKANSAS.
 GF0843'NEW SCHOOL BUILDINGS ARE TO BE CONSTRUCTED IN THE IMMEDIATE AREA
 GF0843'OF THE STATION LOCATION.  THE NEW STATION, EUREKA SPRINGS 2
 GF0843'1962, WAS ESTABLISHED 61.567 METERS (201.99 FEET) WEST-SOUTHWEST
 GF0843'OF THE ORIGINAL STATION.  FOR COMPLETE INFORMATION ON THE NEW
 GF0843'STATION, SEE THE DESCRIPTION FOR EUREKA SPRINGS 2 1962.
 GF0843'
 GF0843'NOTE- THE EUREKA SPRINGS MUNICIPAL STANDPIPE 1940 WAS THE
 GF0843'ONLY OBJECT (OTHER THAN THE REFERENCE MARKS) WHICH WAS VISIBLE
 GF0843'FROM THE GROUND, TO SERVE AS AN AZIMUTH FOR THE TIE TO THE NEW
 GF0843'STATION.  TANGENTS WERE TAKEN ON THE SIDES OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0846 ***********************************************************************
 GF0846  DESIGNATION -  EUREKA SPRINGS 2
 GF0846  PID         -  GF0846
 GF0846  STATE/COUNTY-  AR/CARROLL
 GF0846  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0846
 GF0846                         *CURRENT SURVEY CONTROL
 GF0846  ___________________________________________________________________
 GF0846* NAD 83(1997)-  36 23 54.95558(N)    093 44 45.92985(W)     ADJUSTED  
 GF0846* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 GF0846  ___________________________________________________________________
 GF0846  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GF0846  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0846
 GF0846  HORZ ORDER  -  THIRD
 GF0846
 GF0846.The horizontal coordinates were established by classical geodetic methods
 GF0846.and adjusted by the National Geodetic Survey in September 1999..
 GF0846.No horizontal observational check was made to the station.
 GF0846
 GF0846.The orthometric height was scaled from a topographic map.
 GF0846
 GF0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0846
 GF0846.The geoid height was determined by GEOID03.
 GF0846
 GF0846;                    North         East     Units Scale Factor Converg.
 GF0846;SPC AR N     -   230,523.858   243,364.440   MT  1.00003685   -1 00 57.8
 GF0846;SPC AR N     -   756,310.36    798,438.17   sFT  1.00003685   -1 00 57.8
 GF0846;SPC MO W     -    25,998.689   917,628.049   MT  0.99999751   +0 26 50.6
 GF0846;UTM  15      - 4,028,418.853   433,095.986   MT  0.99965515   -0 26 33.9
 GF0846
 GF0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0846!SPC AR N     -   0.99993315  x   1.00003685  =   0.99997000
 GF0846!SPC MO W     -   0.99993315  x   0.99999751  =   0.99993066
 GF0846!UTM  15      -   0.99993315  x   0.99965515  =   0.99958833
 GF0846
 GF0846|---------------------------------------------------------------------|
 GF0846| PID    Reference Object                     Distance      Geod. Az  |
 GF0846|                                                           dddmmss.s |
 GF0846| CI0846 EUREKA SPRINGS RM 2                                06225     |
 GF0846| GF0843 EUREKA SPRINGS                       61.567 METERS 06852     |
 GF0846| CI0847 EUREKA SPRINGS 2 RM 3                14.982 METERS 09632     |
 GF0846| GF0845 EUREKA SPRINGS MUN STANDPIPE         64.541 METERS 26636     |
 GF0846| CI0848 EUREKA SPRINGS 2 RM 4                26.307 METERS 31652     |
 GF0846|---------------------------------------------------------------------|
 GF0846
 GF0846                          SUPERSEDED SURVEY CONTROL
 GF0846
 GF0846  NAD 83(1997)-  36 23 54.96385(N)    093 44 45.93068(W) AD(       ) 3
 GF0846  NAD 83(1997)-  36 23 54.96709(N)    093 44 45.93013(W) AD(       ) 3
 GF0846  NAD 83(1986)-  36 23 54.96717(N)    093 44 45.93042(W) AD(       ) 3
 GF0846  NAD 27      -  36 23 54.71280(N)    093 44 45.24460(W) AD(       ) 3
 GF0846
 GF0846.Superseded values are not recommended for survey control.
 GF0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0846.See file dsdata.txt to determine how the superseded data were derived.
 GF0846
 GF0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3309628419(NAD 83)
 GF0846_MARKER: DS = TRIANGULATION STATION DISK
 GF0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0846
 GF0846  HISTORY     - Date     Condition        Report By
 GF0846  HISTORY     - 1962     MONUMENTED       CGS
 GF0846
 GF0846                          STATION DESCRIPTION
 GF0846
 GF0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 GF0846'THE STATION IS LOCATED AT THE WEST EDGE OF EUREKA SPRINGS,
 GF0846'38 FEET NORTH OF THE NORTH SIDE OF THE EUREKA SPRINGS PUBLIC SCHOOL
 GF0846'BUILDING, ABOUT MIDWAY BETWEEN THE NORTHEAST AND NORTHWEST WINGS
 GF0846'OF THE BUILDING, AND ON PROPERTY OWNED BY THE EUREKA SPRINGS
 GF0846'PUBLIC SCHOOL.
 GF0846'
 GF0846'THE STATION MARKS ARE STANDARD DISKS STAMPED EUREKA SPRINGS
 GF0846'2 1962.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST
 GF0846'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 50 FEET WEST
 GF0846'OF THE NORTHWEST CORNER OF OF THE NORTHWEST WING OF THE SCHOOL
 GF0846'BUILDING, 47 FEET SOUTHEAST OF A 20-INCH OAK TREE, 45.5 FEET
 GF0846'EAST OF THE EAST CORNER OF THE NORTHWEST WING OF THE SCHOOL
 GF0846'BUILDING AND 38.5 FEET NORTH OF THE NORTH SIDE OF THE SCHOOL
 GF0846'BUILDING.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 GF0846'OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 GF0846'
 GF0846'REFERENCE MARK NO 3, A STANDARD DISK STAMPED EUREKA SPRINGS
 GF0846'2 NO 3 1962, IS SET IN A SQUARE CONCRETE POST WHICH IS 1 INCH
 GF0846'BELOW THE SURFACE OF THE GROUND.  IT IS 1 FOOT WEST OF THE
 GF0846'NORTHWEST CORNER OF THE NORTHEAST WING OF THE SCHOOL BUILDING.
 GF0846'
 GF0846'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED EUREKA SPRINGS
 GF0846'2 NO 4 1962, IS SET IN A SQUARE CONCRETE POST WHICH IS 2
 GF0846'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 48 FEET WEST OF THE
 GF0846'20-INCH OAK TREE AND 16.5 FEET NORTH OF THE NORTH CORNER OF
 GF0846'THE NORTHWEST WING OF THE SCHOOL BUILDING.
 GF0846'
 GF0846'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GF0846'
 GF0846'PERMISSION TO BUILD THE STATION WAS GIVEN BY MR. ROBERTSON,
 GF0846'SUPT. OF SCHOOLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0845 ***********************************************************************
 GF0845  DESIGNATION -  EUREKA SPRINGS MUN STANDPIPE
 GF0845  PID         -  GF0845
 GF0845  STATE/COUNTY-  AR/CARROLL
 GF0845  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0845
 GF0845                         *CURRENT SURVEY CONTROL
 GF0845  ___________________________________________________________________
 GF0845* NAD 83(1997)-  36 23 54.83122(N)    093 44 48.51533(W)     ADJUSTED  
 GF0845* NAVD 88     -                                                        
 GF0845  ___________________________________________________________________
 GF0845  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GF0845  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GF0845
 GF0845  HORZ ORDER  -  THIRD
 GF0845
 GF0845.The horizontal coordinates were established by classical geodetic methods
 GF0845.and adjusted by the National Geodetic Survey in September 1999..
 GF0845
 GF0845
 GF0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0845
 GF0845.The geoid height was determined by GEOID03.
 GF0845
 GF0845;                    North         East     Units Scale Factor Converg.
 GF0845;SPC AR N     -   230,521.168   243,299.952   MT  1.00003684   -1 00 59.3
 GF0845;SPC AR N     -   756,301.53    798,226.59   sFT  1.00003684   -1 00 59.3
 GF0845;SPC MO C     -    63,436.672   388,156.235   MT  1.00008740   -0 44 23.8
 GF0845;SPC MO W     -    25,994.353   917,563.654   MT  0.99999740   +0 26 49.1
 GF0845;UTM  15      - 4,028,415.519   433,031.554   MT  0.99965525   -0 26 35.4
 GF0845
 GF0845                          SUPERSEDED SURVEY CONTROL
 GF0845
 GF0845  NAD 83(1997)-  36 23 54.83949(N)    093 44 48.51619(W) AD(       ) 4
 GF0845  NAD 83(1997)-  36 23 54.84274(N)    093 44 48.51558(W) AD(       ) 4
 GF0845  NAD 83(1986)-  36 23 54.84289(N)    093 44 48.51564(W) AD(       ) 4
 GF0845  NAD 27      -  36 23 54.58900(N)    093 44 47.82400(W) AD(       ) 3
 GF0845
 GF0845.Superseded values are not recommended for survey control.
 GF0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0845.See file dsdata.txt to determine how the superseded data were derived.
 GF0845
 GF0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3303228416(NAD 83)
 GF0845_MARKER: 52 = STANDPIPE TANK
 GF0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0845+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 GF0845
 GF0845  HISTORY     - Date     Condition        Report By
 GF0845  HISTORY     - 1940     FIRST OBSERVED   CGS
 GF0845  HISTORY     - 1961     GOOD             CGS
 GF0845  HISTORY     - 1988     GOOD             USPSQD
 GF0845  HISTORY     - 20041013 GOOD             USPSQD
 GF0845  HISTORY     - 20050102 GOOD             GEOCAC
 GF0845
 GF0845                          STATION DESCRIPTION
 GF0845
 GF0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0845'STATION IS LOCATED AT THE MOUNT AIR CAMP APPROX. 45 FEET W OF
 GF0845'HIGHWAY NO. 62.
 GF0845'
 GF0845'THE STANDPIPE CONSTRUCTED IN 1894 IS APPROX. 100 FEET HIGH
 GF0845'AND HAS A GUARD RAIL AROUND THE TOP.  THERE IS NO LETTERING ON
 GF0845'THE STANDPIPE.  IT IS PAINTED SILVER, IS SET ON A ROCK BASE AND
 GF0845'HAS 6 TRIANGULAR SUPPORTS AT ITS BASE.  THERE IS A SMALL SIGN
 GF0845'ON ONE OF THE TRIANGULAR SUPPORTS THAT READS SPRINGFIELD
 GF0845'BOILER AND MFG. CO. SPRINGFIELD, ILL. 1894.
 GF0845
 GF0845                          STATION RECOVERY (1961)
 GF0845
 GF0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0845'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GF0845
 GF0845                          STATION RECOVERY (1988)
 GF0845
 GF0845'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0845'RECOVERED IN GOOD CONDITION.
 GF0845
 GF0845                          STATION RECOVERY (2004)
 GF0845
 GF0845'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 GF0845'RECOVERED IN GOOD CONDITION.
 GF0845
 GF0845                          STATION RECOVERY (2005)
 GF0845
 GF0845'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0845'TANK IN EXCELLENT SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1905 ***********************************************************************
 FF1905  DESIGNATION -  EVADALE WILSON COMP STORAGE TK
 FF1905  PID         -  FF1905
 FF1905  STATE/COUNTY-  AR/MISSISSIPPI
 FF1905  USGS QUAD   -  WILSON (1983)
 FF1905
 FF1905                         *CURRENT SURVEY CONTROL
 FF1905  ___________________________________________________________________
 FF1905* NAD 83(1997)-  35 33 04.31930(N)    090 05 37.01406(W)     ADJUSTED  
 FF1905* NAVD 88     -                                                        
 FF1905  ___________________________________________________________________
 FF1905  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 FF1905  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF1905
 FF1905  HORZ ORDER  -  THIRD
 FF1905
 FF1905.The horizontal coordinates were established by classical geodetic methods
 FF1905.and adjusted by the National Geodetic Survey in September 1999..
 FF1905
 FF1905
 FF1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1905
 FF1905.The geoid height was determined by GEOID03.
 FF1905
 FF1905;                    North         East     Units Scale Factor Converg.
 FF1905;SPC AR N     -   136,785.011   572,833.478   MT  0.99993610   +1 06 33.6
 FF1905;SPC AR N     -   448,768.82  1,879,371.17   sFT  0.99993610   +1 06 33.6
 FF1905;SPC TN       -   142,882.617   228,947.509   MT  0.99996052   -2 23 47.6
 FF1905;SPC TN       -   468,774.05    751,138.62   sFT  0.99996052   -2 23 47.6
 FF1905;UTM  15      - 3,938,058.943   763,458.589   MT  1.00045544   +1 41 27.0
 FF1905
 FF1905                          SUPERSEDED SURVEY CONTROL
 FF1905
 FF1905  NAD 83(1997)-  35 33 04.31957(N)    090 05 37.01380(W) AD(       ) 4
 FF1905  NAD 83(1986)-  35 33 04.33035(N)    090 05 37.01290(W) AD(       ) 4
 FF1905  NAD 27      -  35 33 04.03967(N)    090 05 36.68517(W) AD(       ) 3
 FF1905
 FF1905.Superseded values are not recommended for survey control.
 FF1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1905.See file dsdata.txt to determine how the superseded data were derived.
 FF1905
 FF1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6345938059(NAD 83)
 FF1905_MARKER: 53 = ELEVATED TANK
 FF1905
 FF1905  HISTORY     - Date     Condition        Report By
 FF1905  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1905  HISTORY     - 1979     GOOD             NGS
 FF1905
 FF1905                          STATION DESCRIPTION
 FF1905
 FF1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1905'THE STATION IS LOCATED IN THE SMALL SETTLEMENT OF EVADALE, ABOUT
 FF1905'3 MILES WEST-SOUTHWEST OF WILSON.  IT IS AN ELEVATED STEEL TANK,
 FF1905'SUPPORTED ON FOUR LEGS, ALUMINUM IN COLOR, AND ABOUT 130 FEET
 FF1905'HIGH.  THE POINT OBSERVED ON WAS THE APEX OF THE TANK ROOF.
 FF1905'
 FF1905'OWNED AND OPERATED BY THE MEMPHIS COMPRESS AND STORAGE CO.
 FF1905
 FF1905                          STATION RECOVERY (1979)
 FF1905
 FF1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1905'THE STATION, WILSON COMPRESS TANK, IS TOP CENTER.  IT HAS
 FF1905'A CYLINDRICAL BODY, CONICAL SHAPED TOP, HEMISPHERICAL BOTTOM, 4
 FF1905'TRUSS-WORK LEGS.  THE TANK IS GREEN IN COLOR, 35 METERS IN HEIGHT
 FF1905'AND HAS WILSON COMPRESS AND STORAGE COMPANY PAINTED ON THE SOUTH
 FF1905'SIDE.  IT IS OWNED BY THE WILSON COMPRESS AND STORAGE COMPANY.
 FF1905'
 FF1905'THE STATION IS LOCATED
 FF1905'4.8 KM WEST-SOUTHWEST OF WILSON AND 0.3 KM
 FF1905'NORTH OF U.S. HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1781 ***********************************************************************
 FG1781  DESIGNATION -  EVANS
 FG1781  PID         -  FG1781
 FG1781  STATE/COUNTY-  AR/VAN BUREN
 FG1781  USGS QUAD   -  SCOTLAND (1965)
 FG1781
 FG1781                         *CURRENT SURVEY CONTROL
 FG1781  ___________________________________________________________________
 FG1781* NAD 83(1997)-  35 36 51.44939(N)    092 30 49.41372(W)     ADJUSTED  
 FG1781* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 FG1781  ___________________________________________________________________
 FG1781  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FG1781  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG1781
 FG1781  HORZ ORDER  -  SECOND
 FG1781
 FG1781.The horizontal coordinates were established by classical geodetic methods
 FG1781.and adjusted by the National Geodetic Survey in September 1999..
 FG1781
 FG1781.The orthometric height was scaled from a topographic map.
 FG1781
 FG1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1781
 FG1781.The geoid height was determined by GEOID03.
 FG1781
 FG1781;                    North         East     Units Scale Factor Converg.
 FG1781;SPC AR N     -   142,232.881   353,459.253   MT  0.99993607   -0 17 56.2
 FG1781;SPC AR N     -   466,642.38  1,159,640.90   sFT  0.99993607   -0 17 56.2
 FG1781;UTM  15      - 3,941,277.947   544,039.306   MT  0.99962390   +0 16 59.4
 FG1781
 FG1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1781!SPC AR N     -   0.99993233  x   0.99993607  =   0.99986840
 FG1781!UTM  15      -   0.99993233  x   0.99962390  =   0.99955625
 FG1781
 FG1781|---------------------------------------------------------------------|
 FG1781| PID    Reference Object                     Distance      Geod. Az  |
 FG1781|                                                           dddmmss.s |
 FG1781| CI0853 EVANS RM 1                           19.596 METERS 18920     |
 FG1781| CI0852 EVANS AZ MK                                        2852425.8 |
 FG1781| FG0549 D 245                                91.821 METERS 35136     |
 FG1781|---------------------------------------------------------------------|
 FG1781
 FG1781                          SUPERSEDED SURVEY CONTROL
 FG1781
 FG1781  NAD 83(1986)-  35 36 51.46194(N)    092 30 49.41203(W) AD(       ) 2
 FG1781  NAD 27      -  35 36 51.18500(N)    092 30 48.83500(W) AD(       ) 2
 FG1781
 FG1781.Superseded values are not recommended for survey control.
 FG1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1781.See file dsdata.txt to determine how the superseded data were derived.
 FG1781
 FG1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4403941278(NAD 83)
 FG1781_MARKER: DS = TRIANGULATION STATION DISK
 FG1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1781
 FG1781  HISTORY     - Date     Condition        Report By
 FG1781  HISTORY     - 1954     MONUMENTED       CGS
 FG1781
 FG1781                          STATION DESCRIPTION
 FG1781
 FG1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1781'THE STATION IS ON THE SUMMIT OF EVANS MOUNTAIN, ABOUT 3
 FG1781'MILES WEST AND 1-1/2 MILES NORTH OF CLINTON, 0.1 MILE SOUTH
 FG1781'OF STATE HIGWAY 16, 32 FEET EAST OF THE CENTER OF A GRADED
 FG1781'ROAD AND 19 FEET EAST-NORTHEAST OF A 4 X 4 INCH WHITE WITNESS
 FG1781'POST.
 FG1781'
 FG1781'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 FG1781'U.S. HIGHWAY 65 IN CLINTON, GO NORTH ON U.S. HIGHWAY 65
 FG1781'FOR 0.75 MILE TO THE JUNCTION OF STATE HIGHWAY 16, TURN
 FG1781'LEFT ON STATE HIGHWAY 16 FOR 3.95 MILES TO A SIDE ROAD ON
 FG1781'THE LEFT, (THE AZIMUTH MARK MAY BE REACHED FROM THIS POINT
 FG1781'BY CONTINUING WEST ON THE HIGHWAY FOR 0.15 MILE TO THE MARK
 FG1781'ON THE RIGHT AS DESCRIBED) TURN LEFT ON A GRADED ROAD FOR
 FG1781'0.1 MILE TO THE STATION ON THE LEFT.
 FG1781'
 FG1781'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1781'EVANS 1954.
 FG1781'
 FG1781'REFERENCE MARK 1 IS 24 FEET EAST OF THE CENTER OF THE GRADED
 FG1781'ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FG1781'EVANS NO 1 1954.
 FG1781'
 FG1781'D 245 (USC AND GS) WAS USED AS REFERENCE MARK 2.  IT IS 51
 FG1781'FEET SOUTHWEST OF THE CENTER OF THE ANGLE OF THE FORK OF
 FG1781'THE GRADED ROAD AND STATE HIGHWAY 16 AND 11 FEET NORTH OF
 FG1781'A CORNER FENCE POST.  IT IS A STANDARD U.S. COAST AND GEODETIC
 FG1781'BENCH MARK DISK SET IN THE TOP OF A 6 X 6 INCH CONCRETE
 FG1781'POST WHICH PROJECTS 3 INCHES.  THE DISK IS STAMPED D 245 1939.
 FG1781'
 FG1781'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF STATE
 FG1781'HIGHWAY 16 AND 2 FEET EAST OF A 4 X 4 INCH WHITE WITNESS
 FG1781'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1781'EVANS 1954.
 FG1781'
 FG1781'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0963 ***********************************************************************
 FH0963  DESIGNATION -  EVANS
 FH0963  PID         -  FH0963
 FH0963  STATE/COUNTY-  AR/WASHINGTON
 FH0963  USGS QUAD   -  EVANSVILLE (1983)
 FH0963
 FH0963                         *CURRENT SURVEY CONTROL
 FH0963  ___________________________________________________________________
 FH0963* NAD 83(1997)-  35 45 58.97258(N)    094 29 39.11514(W)     ADJUSTED  
 FH0963* NAVD 88     -       525.     (meters)    1722.     (feet)  SCALED    
 FH0963  ___________________________________________________________________
 FH0963  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 FH0963  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FH0963
 FH0963  HORZ ORDER  -  FIRST
 FH0963
 FH0963.The horizontal coordinates were established by classical geodetic methods
 FH0963.and adjusted by the National Geodetic Survey in September 1999..
 FH0963
 FH0963.The orthometric height was scaled from a topographic map.
 FH0963
 FH0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0963
 FH0963.The geoid height was determined by GEOID03.
 FH0963
 FH0963;                    North         East     Units Scale Factor Converg.
 FH0963;SPC AR N     -   161,841.656   174,489.880   MT  0.99994097   -1 27 04.9
 FH0963;SPC AR N     -   530,975.50    572,472.21   sFT  0.99994097   -1 27 04.9
 FH0963;SPC OK N     -    90,755.130   916,947.160   MT  0.99996976   +2 04 08.2
 FH0963;SPC OK N     -   297,752.46  3,008,350.81   sFT  0.99996976   +2 04 08.2
 FH0963;UTM  15      - 3,959,066.763   364,930.466   MT  0.99982481   -0 52 24.5
 FH0963
 FH0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0963!SPC AR N     -   0.99992207  x   0.99994097  =   0.99986304
 FH0963!SPC OK N     -   0.99992207  x   0.99996976  =   0.99989183
 FH0963!UTM  15      -   0.99992207  x   0.99982481  =   0.99974689
 FH0963
 FH0963:                Primary Azimuth Mark                     Grid Az
 FH0963:SPC AR N     -  EVANS AZ MK                              164 03 40.8
 FH0963:SPC OK N     -  EVANS AZ MK                              160 32 27.7
 FH0963:UTM  15      -  EVANS AZ MK                              163 29 00.4
 FH0963
 FH0963|---------------------------------------------------------------------|
 FH0963| PID    Reference Object                     Distance      Geod. Az  |
 FH0963|                                                           dddmmss.s |
 FH0963| CI0849 EVANS AZ MK                                        1623635.9 |
 FH0963| FH0964 BOUNDARY MON 51 AR OK               192.367 METERS 17719     |
 FH0963| CI0850 EVANS RM 1                           22.787 METERS 20752     |
 FH0963| CI0851 EVANS RM 2                           23.314 METERS 31415     |
 FH0963|---------------------------------------------------------------------|
 FH0963
 FH0963                          SUPERSEDED SURVEY CONTROL
 FH0963
 FH0963  NAD 83(1997)-  35 45 58.98170(N)    094 29 39.11519(W) AD(       ) 1
 FH0963  NAD 83(1986)-  35 45 58.97741(N)    094 29 39.11290(W) AD(       ) 1
 FH0963  NAD 27      -  35 45 58.67900(N)    094 29 38.33000(W) AD(       ) 1
 FH0963
 FH0963.Superseded values are not recommended for survey control.
 FH0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0963.See file dsdata.txt to determine how the superseded data were derived.
 FH0963
 FH0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6493059067(NAD 83)
 FH0963_MARKER: DS = TRIANGULATION STATION DISK
 FH0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0963
 FH0963  HISTORY     - Date     Condition        Report By
 FH0963  HISTORY     - 1935     MONUMENTED       CGS
 FH0963  HISTORY     - 1955     GOOD             CGS
 FH0963  HISTORY     - 1960     GOOD             CGS
 FH0963
 FH0963                          STATION DESCRIPTION
 FH0963
 FH0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0963'STATION IS ABOUT 1.8 MILES S OF EVANSVILLE, ABOUT 13 MILES SSW
 FH0963'OF LINCOLN AND ABOUT 0.5 MILE N OF THE WASHINGTON-CRAWFORD COUNTY
 FH0963'LINE, IN THE SW 1/4 OF FRACTIONAL SEC. 34, T 13 N, R 33 W, ON LAND
 FH0963'OWNED BY HARRY MCDONALD, DAWSON, OKLAHAMA.  THE MARK IS SET IN
 FH0963'OPEN FIELD ABOUT 0.25 MILE SW OF HOUSE, 47 FEET E OF FENCE WHICH
 FH0963'IS ON OR NEAR THE STATE LINE, 98 FEET S OF FENCE WHICH IS ON THE
 FH0963'N EDGE OF THE FIELD, AND PROJECTS 10 INCHES.
 FH0963'
 FH0963'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH0963'BRONZE DISKS SET IN CONCRETE.
 FH0963'
 FH0963'REFERENCE MARK NO. 1 IS SSW OF THE STATION.  IT IS 1 FOOT E OF
 FH0963'THE FENCE LINE AND PROJECTS 8 INCHES.
 FH0963'
 FH0963'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT E OF FENCE
 FH0963'LINE AND PROJECTS 10 INCHES.
 FH0963'
 FH0963'AZIMUTH MARK IS S OF THE STATION ON THE N SIDE OF A RAIL FENCE.
 FH0963'IT IS 10 FEET S OF THE CENTER LINE OF A LANE WHICH RUNS ALONG
 FH0963'THE N SIDE OF THE RAIL FENCE, AND PROJECTS 10 INCHES.
 FH0963'
 FH0963'A TRAVERSE WAS RUN TO ARKANSAS-OKLAHOMA BOUNDARY MONUMENT NO. 51.
 FH0963'
 FH0963'TO REACH FROM EVANSVILLE, TAKE SIDE ROAD TO W WHICH IS JUST S OF
 FH0963'THE KEEFER BROTHERS GARAGE.  THIS ROAD RUNS AROUND THE N SIDE
 FH0963'OF A STONE BUILDING.  FOLLOW THIS ROAD W AND SW FOR 0.55 MILE TO
 FH0963'FORKS.  TAKE LEFT FORK AND GO 0.1 MILE TO FORKS.  TAKE LEFT FORK
 FH0963'AND FOLLOW THE MAIN-TRAVELED ROAD FOR 2.0 MILES TO A T-ROAD AT
 FH0963'THE TOP OF THE HILL.  HERE TURN LEFT AND GO 0.35 MILE TO FORK
 FH0963'JUST N OF A HOUSE.  HERE TAKE RIGHT FORK AND GO 0.5 MILE TO TURN
 FH0963'RIGHT, THENCE RIGHT (S) ON THE STATE LINE FOR 0.2 MILE TO
 FH0963'STATION.
 FH0963'
 FH0963'A LIGHT 60 FEET ABOVE STATION SUGAR COMES INTO VIEW 25 FEET ABOVE
 FH0963'THE GROUND.
 FH0963'
 FH0963'A LIGHT 74 FEET ABOVE STATION BOSTON COMES INTO VIEW 10 FEET ABOVE
 FH0963'THE GROUND.
 FH0963'
 FH0963'A LIGHT 87 FEET ABOVE STATION LIBERTY IS VISIBLE FROM THE GROUND.
 FH0963
 FH0963                          STATION RECOVERY (1955)
 FH0963
 FH0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RKD)
 FH0963'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FH0963'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT VISITED.
 FH0963
 FH0963                          STATION RECOVERY (1960)
 FH0963
 FH0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH0963'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH0963'CONDITION.
 FH0963'
 FH0963'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH-SOUTHEAST OF THE STATION,
 FH0963'ABOUT 85 YARDS EAST OF THE STATE LINE, ON NORTH SIDE OF A FENCED
 FH0963'LANE AND ABOUT 12 FEET NORTH OF THE CENTER OF TRACK ROAD.
 FH0963'
 FH0963'TO REACH THE STATION FOR EVANSVILLE, FROM THE POST OFFICE, GO
 FH0963'SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 FH0963'WESTERLY FOR 0.55 MILE TO FORKS, TAKE LEFT FORK AND FOLLOW MAIN
 FH0963'ROAD FOR 1.3 MILES TO FORKS, TAKE LEFT FORK FOR 0.7 MILE TO
 FH0963'CROSSROADS AT TOP OF HILL, TURN LEFT AND FOLLOW THIS ROAD FOR
 FH0963'0.9 MILE TO END OF ROAD TO NORTH OF A LOG HOUSE, TURN RIGHT
 FH0963'THROUGH GATE AND GO SOUTH ON A NARROW ROAD FOR 0.15 MILE TO
 FH0963'STATION ON LEFT AS DESCRIBED.
 FH0963'
 FH0963'ARK.-OKLA. BOUNDARY MONU. NO. 51 IS ABOUT 0.1 MILE SOUTH OF THE
 FH0963'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0820 ***********************************************************************
 DK0820  DESIGNATION -  EWENS BOLT
 DK0820  PID         -  DK0820
 DK0820  STATE/COUNTY-  AR/DESHA
 DK0820  USGS QUAD   -  MONTGOMERY ISLAND (1972)
 DK0820
 DK0820                         *CURRENT SURVEY CONTROL
 DK0820  ___________________________________________________________________
 DK0820* NAD 83(1986)-  33 54 18.     (N)    091 03 59.     (W)     SCALED    
 DK0820* NAVD 88     -        45.69   (+/-2cm)     149.9    (feet)  VERTCON   
 DK0820  ___________________________________________________________________
 DK0820  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0820
 DK0820  VERT ORDER  -  FIRST     CLASS II (See Below)
 DK0820
 DK0820.The horizontal coordinates were scaled from a topographic map and have
 DK0820.an estimated accuracy of +/- 6 seconds.
 DK0820
 DK0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0820.The vertical order pertains to the NGVD 29 superseded value.
 DK0820
 DK0820.The geoid height was determined by GEOID03.
 DK0820
 DK0820;                    North         East    Units  Estimated Accuracy
 DK0820;SPC AR S     -   537,740.      486,340.      MT  (+/- 180 meters Scaled)
 DK0820
 DK0820                          SUPERSEDED SURVEY CONTROL
 DK0820
 DK0820  NGVD 29 (??/??/??)   45.754  (m)          150.11   (f) ADJUSTED    1 2
 DK0820
 DK0820.Superseded values are not recommended for survey control.
 DK0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0820.See file dsdata.txt to determine how the superseded data were derived.
 DK0820
 DK0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT787533(NAD 83)
 DK0820_MARKER: B = BOLT
 DK0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0820_SP_SET: SANDSTONE SLAB
 DK0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0820
 DK0820  HISTORY     - Date     Condition        Report By
 DK0820  HISTORY     - UNK      MONUMENTED       MRC
 DK0820  HISTORY     - 1939     GOOD             CGS
 DK0820
 DK0820                          STATION DESCRIPTION
 DK0820
 DK0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0820'IN BIG ISLAND.
 DK0820'AT BIG ISLAND, DESHA COUNTY, 1.8 MILES ABOVE THE MOUTH OF WHITE RIVER,
 DK0820'200 FEET BACK FROM A HIGH BANK, IN THE WOODS, AND AT THE CENTER OF AN
 DK0820'OLD LOGGING ROAD.  A COPPER BOLT LEADED IN THE TOP OF A SANDSTONE SLAB
 DK0820'ABOUT 4 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK0820'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0822 ***********************************************************************
 DK0822  DESIGNATION -  EWENS CAP
 DK0822  PID         -  DK0822
 DK0822  STATE/COUNTY-  AR/DESHA
 DK0822  USGS QUAD   -  MONTGOMERY ISLAND (1972)
 DK0822
 DK0822                         *CURRENT SURVEY CONTROL
 DK0822  ___________________________________________________________________
 DK0822* NAD 83(1986)-  33 54 19.     (N)    091 03 57.     (W)     SCALED    
 DK0822* NAVD 88     -        46.92   (+/-2cm)     153.9    (feet)  VERTCON   
 DK0822  ___________________________________________________________________
 DK0822  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0822
 DK0822  VERT ORDER  -  FIRST     CLASS II (See Below)
 DK0822
 DK0822.The horizontal coordinates were scaled from a topographic map and have
 DK0822.an estimated accuracy of +/- 6 seconds.
 DK0822
 DK0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0822.The vertical order pertains to the NGVD 29 superseded value.
 DK0822
 DK0822.The geoid height was determined by GEOID03.
 DK0822
 DK0822;                    North         East    Units  Estimated Accuracy
 DK0822;SPC AR S     -   537,770.      486,390.      MT  (+/- 180 meters Scaled)
 DK0822
 DK0822                          SUPERSEDED SURVEY CONTROL
 DK0822
 DK0822  NGVD 29 (??/??/??)   46.987  (m)          154.16   (f) ADJUSTED    1 2
 DK0822
 DK0822.Superseded values are not recommended for survey control.
 DK0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0822.See file dsdata.txt to determine how the superseded data were derived.
 DK0822
 DK0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT788533(NAD 83)
 DK0822_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0822_SP_SET: SANDSTONE SLAB
 DK0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0822
 DK0822  HISTORY     - Date     Condition        Report By
 DK0822  HISTORY     - UNK      MONUMENTED       MRC
 DK0822  HISTORY     - 1939     GOOD             CGS
 DK0822
 DK0822                          STATION DESCRIPTION
 DK0822
 DK0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0822'5.4 MI NW FROM ROSEDALE.
 DK0822'5.4 MILES NORTHWEST OF ROSEDALE.  ON BIG ISLAND, ABOUT 1.8 MILES ABOVE
 DK0822'THE MOUTH OF THE WHITE RIVER.  IN CENTER OF OLD LOG ROAD.  200 FEET
 DK0822'BACK FROM HIGH BANK.  AND IN WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1707 ***********************************************************************
 FG1707  DESIGNATION -  EXPERIMENTAL
 FG1707  PID         -  FG1707
 FG1707  STATE/COUNTY-  AR/FAULKNER
 FG1707  USGS QUAD   -  CONWAY (1994)
 FG1707
 FG1707                         *CURRENT SURVEY CONTROL
 FG1707  ___________________________________________________________________
 FG1707* NAD 83(1997)-  35 02 55.84767(N)    092 27 59.29723(W)     ADJUSTED  
 FG1707* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 FG1707  ___________________________________________________________________
 FG1707  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 FG1707  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG1707
 FG1707  HORZ ORDER  -  FIRST
 FG1707
 FG1707.The horizontal coordinates were established by classical geodetic methods
 FG1707.and adjusted by the National Geodetic Survey in September 1999..
 FG1707
 FG1707.The orthometric height was scaled from a topographic map.
 FG1707
 FG1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1707
 FG1707.The geoid height was determined by GEOID03.
 FG1707
 FG1707;                    North         East     Units Scale Factor Converg.
 FG1707;SPC AR N     -    79,481.210   357,443.036   MT  0.99997930   -0 16 17.2
 FG1707;SPC AR N     -   260,764.60  1,172,711.03   sFT  0.99997930   -0 16 17.2
 FG1707;SPC AR S     -   664,326.693   357,438.946   MT  1.00007513   -0 15 39.9
 FG1707;SPC AR S     - 2,179,545.16  1,172,697.61   sFT  1.00007513   -0 15 39.9
 FG1707;UTM  15      - 3,878,590.085   548,656.654   MT  0.99962918   +0 18 23.0
 FG1707
 FG1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1707!SPC AR N     -   0.99998178  x   0.99997930  =   0.99996108
 FG1707!SPC AR S     -   0.99998178  x   1.00007513  =   1.00005691
 FG1707!UTM  15      -   0.99998178  x   0.99962918  =   0.99961097
 FG1707
 FG1707:                Primary Azimuth Mark                     Grid Az
 FG1707:SPC AR N     -  CONWAY ARK ST COLL PWR PLT STK           016 22 53.2
 FG1707:SPC AR S     -  CONWAY ARK ST COLL PWR PLT STK           016 22 15.9
 FG1707:UTM  15      -  CONWAY ARK ST COLL PWR PLT STK           015 48 13.0
 FG1707
 FG1707|---------------------------------------------------------------------|
 FG1707| PID    Reference Object                     Distance      Geod. Az  |
 FG1707|                                                           dddmmss.s |
 FG1707| FG1708 CONWAY ARK ST COLL PWR PLT STK      APPROX. 3.3 KM 0160636.0 |
 FG1707| CI0861 EXPERIMENTAL AZ MK                                 0263301.1 |
 FG1707| FG1706 CONWAY FEDERAL COMPRESS TANK        APPROX. 4.6 KM 0360902.8 |
 FG1707| CI0862 EXPERIMENTAL RM 1                    77.436 METERS 14455     |
 FG1707| CI0863 EXPERIMENTAL RM 2                    12.792 METERS 26415     |
 FG1707|---------------------------------------------------------------------|
 FG1707
 FG1707                          SUPERSEDED SURVEY CONTROL
 FG1707
 FG1707  NAD 83(1986)-  35 02 55.86441(N)    092 27 59.28693(W) AD(       ) 1
 FG1707  NAD 27      -  35 02 55.55400(N)    092 27 58.71700(W) AD(       ) 1
 FG1707
 FG1707.Superseded values are not recommended for survey control.
 FG1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1707.See file dsdata.txt to determine how the superseded data were derived.
 FG1707
 FG1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4865778590(NAD 83)
 FG1707_MARKER: DD = SURVEY DISK
 FG1707_SETTING: 66 = SET IN ROCK OUTCROP
 FG1707_SP_SET: PARTIALLY EXPOSED BEDROCK
 FG1707
 FG1707  HISTORY     - Date     Condition        Report By
 FG1707  HISTORY     - 1940     MONUMENTED       CGS
 FG1707  HISTORY     - 1962     GOOD             CGS
 FG1707
 FG1707                          STATION DESCRIPTION
 FG1707
 FG1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1707'STATION IS LOCATED IN FAULKNER COUNTY ABOUT 3.5 MILES SW OF
 FG1707'CONWAY.  IT IS ON THE W END OF A LOW WOODED RIDGE RUNNING E AND
 FG1707'W AND ABOUT 0.5 MILE W OF THE BUILDINGS ON A UNITED STATES
 FG1707'EXPERIMENTAL FARM.
 FG1707'
 FG1707'THE STATION IS ON PROPERTY BELONGING TO THE EXPERIMENTAL FARM
 FG1707'AND ON THE HIGHEST POINT ON THE RIDGE.  THERE ARE NUMEROUS
 FG1707'ROCK OUTCROPPINGS IN THE VICINITY, THE STATION BEING A STANDARD
 FG1707'DISK WEDGED IN A DRILL HOLE ON ONE OF THE LARGEST, 55 FEET
 FG1707'N OF AN E-W FENCE.  THE OUTCROPPING BEDROCK PROJECTS ABOUT 1 FOOT
 FG1707'ABOVE THE GROUND AND IS ABOUT SIX FEET SQUARE.  THE DISK IS
 FG1707'STAMPED EXPERIMENTAL 1940.
 FG1707'
 FG1707'REFERENCE MARK NO.1 IS A STANDARD DISK ABOUT 1 METER LOWER THAN
 FG1707'THE STATION, ON THE S SLOPE OF THE RIDGE.  IT IS SET IN A ROCK
 FG1707'OUTCROPPING ABOUT THREE FEET SQUARE AND IS STAMPED EXPERIMENTAL
 FG1707'NO.1, 1940.
 FG1707'
 FG1707'REFERENCE MARK NO.2 IS A STANDARD DISK AND IS ABOUT 1 FOOT
 FG1707'LOWER THAN THE STATION, ON THE CREST OF THE RIDGE.  IT IS SET IN
 FG1707'A ROCK OUTCROPPING ABOUT THREE FEET SQUARE AND IS STAMPED
 FG1707'EXPERIMENTAL NO.2, 1940.
 FG1707'
 FG1707'THE AZIMUTH MARK IS 1.5 MILES NE OF THE STATION, 18 FEET E
 FG1707'OF THE CENTER LINE OF A N-S ROAD AND 50 FEET N OF A DRIVEWAY
 FG1707'TO THE FARM OCCUPIED BY A. ENDERLIN.  THE MARK IS A STANDARD
 FG1707'DISK SET IN CONCRETE,  AND PROJECTS
 FG1707'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED
 FG1707'EXPERIMENTAL 1940.  THERE IS A WHITE REFERENCE POST 5 FEET
 FG1707'N OF THE MARK.
 FG1707'
 FG1707'TO REACH THE STATION START AT THE MISSOURI PACIFIC RAILROAD
 FG1707'DEPOT, GO W ON OAK STREET FOR 0.7 MILE TO DONAGHEY AVENUE.
 FG1707'TURN S FOR 0.7 MILE TO THE ENTRANCE TO THE STATE TEACHERS COLLEGE,
 FG1707'CONTINUE S FOR 0.7 MILE TO THE AZIMUTH MARK ON THE E SIDE OF THE
 FG1707'ROAD.  FOLLOW SAME ROAD FOR 1.3 MILES TO FORKS, TAKE LEFT FORK
 FG1707'UPHILL FOR 0.25 MILE TO TOP OF RIDGE.  TURN RIGHT (W) ALONG RIDGE
 FG1707'ON TRAIL FOR 0.2 MILE TO NEW WIRE FENCE.  TURN S AROUND
 FG1707'ANGLE IN FENCE AND GO W FOR 0.3 MILE TO DIM TRAIL TURNING
 FG1707'RIGHT.  FOLLOW TRAIL 0.3 MILE ALONG E-W FENCE TO THE
 FG1707'HIGHEST POINT ON THE RIDGE AND STATION ON THE RIGHT.
 FG1707
 FG1707                          STATION RECOVERY (1962)
 FG1707
 FG1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1707'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 FG1707'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FG1707'CONDITION.
 FG1707'
 FG1707'FOLLOWING IS A NEW TO REACH FOR THE STATION.
 FG1707'
 FG1707'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAILROAD DEPOT
 FG1707'IN CONWAY, GO WEST ON OAK STREET AND THEN CALDWELL STREET FOR
 FG1707'0.7 MILE TO DONAGHEY AVENUE.  TURN LEFT, SOUTH, ON DONAGHEY
 FG1707'AVENUE FOR 0.7 MILE TO THE ENTRANCE TO THE STATE TEACHERS
 FG1707'COLLEGE.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.7 MILE TO A
 FG1707'DRIVEWAY LEADING TO A FARM HOME ON THE LEFT AND THE AZIMUTH
 FG1707'MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD, SOUTH, ON A GRAVEL
 FG1707'ROAD FOR 1.2 MILES TO A ROAD FORK.  TAKE THE LEFT FORK,
 FG1707'SOUTHEAST, ON A GRAVEL ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE
 FG1707'RIGHT AT THE TOP OF A RIDGE.  TURN RIGHT, SOUTH, ON A GRAVEL
 FG1707'ROAD FOR 0.05 TO A HOUSE ON THE LEFT AT A POINT WHERE THE
 FG1707'ROAD CURVES TO THE WEST.  BEAR RIGHT, WESTERLY, ON A GRAVEL
 FG1707'ROAD FOR 0.2 MILE TO A ROAD FORK.  CONTINUE STRAIGHT
 FG1707'AHEAD, WESTERLY, ON A BLADED ROAD FOR 0.3 MILE TO A POINT ON
 FG1707'THE RIGHT WHERE A NORTHEAST-SOUTHWEST FENCE
 FG1707'JUNCTIONS WITH AN EAST-WEST FENCE, AND THE BLADED ROAD
 FG1707'BEARS TO THE SOUTHWEST.  FROM THIS POINT, PACK WESTERLY,
 FG1707'ALONG THE NORTH SIDE OF THE EAST-WEST FENCE FOR ABOUT 0.3
 FG1707'MILE TO THE STATION ON THE HIGHEST POINT OF THE
 FG1707'EAST-WEST RIDGE.
 FG1707'
 FG1707'NOTE- THIS STATION WAS OCCUPIED BY LIGHTKEEPER FOR CHECK ANGLE
 FG1707'ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0899 ***********************************************************************
 DK0899  DESIGNATION -  F
 DK0899  PID         -  DK0899
 DK0899  STATE/COUNTY-  AR/DESHA
 DK0899  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0899
 DK0899                         *CURRENT SURVEY CONTROL
 DK0899  ___________________________________________________________________
 DK0899* NAD 83(1986)-  33 36 11.     (N)    091 12 25.     (W)     SCALED    
 DK0899* NAVD 88     -        42.311  (meters)     138.82   (feet)  ADJUSTED  
 DK0899  ___________________________________________________________________
 DK0899  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0899  DYNAMIC HT  -          42.267 (meters)     138.67  (feet)  COMP
 DK0899  MODELED GRAV-     979,592.3   (mgal)                       NAVD 88
 DK0899
 DK0899  VERT ORDER  -  SECOND    CLASS 0
 DK0899
 DK0899.The horizontal coordinates were scaled from a topographic map and have
 DK0899.an estimated accuracy of +/- 6 seconds.
 DK0899
 DK0899.The orthometric height was determined by differential leveling
 DK0899.and adjusted by the National Geodetic Survey in June 1991..
 DK0899
 DK0899.The geoid height was determined by GEOID03.
 DK0899
 DK0899.The dynamic height is computed by dividing the NAVD 88
 DK0899.geopotential number by the normal gravity value computed on the
 DK0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0899.degrees latitude (g = 980.6199 gals.).
 DK0899
 DK0899.The modeled gravity was interpolated from observed gravity values.
 DK0899
 DK0899;                    North         East    Units  Estimated Accuracy
 DK0899;SPC AR S     -   504,140.      473,600.      MT  (+/- 180 meters Scaled)
 DK0899
 DK0899                          SUPERSEDED SURVEY CONTROL
 DK0899
 DK0899  NGVD 29 (??/??/??)   42.410  (m)          139.14   (f) ADJUSTED    2 0
 DK0899
 DK0899.Superseded values are not recommended for survey control.
 DK0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0899.See file dsdata.txt to determine how the superseded data were derived.
 DK0899
 DK0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT663195(NAD 83)
 DK0899_MARKER: Z = SEE DESCRIPTION
 DK0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0899_SP_SET: STONE
 DK0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0899+STABILITY: SURFACE MOTION
 DK0899
 DK0899  HISTORY     - Date     Condition        Report By
 DK0899  HISTORY     - UNK      MONUMENTED       CGS
 DK0899  HISTORY     - 1934     GOOD             CGS
 DK0899
 DK0899                          STATION DESCRIPTION
 DK0899
 DK0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0899'IN ARKANSAS CITY.
 DK0899'P.B.M. IS A STONE POST WITH SQUARE CAVITY .03 INCH DEEP CUT IN TOP,
 DK0899'LOCATED ON THE RIGHT BANK OF THE MISS. RIVER, DESHA CO., ARK., IN ARK.
 DK0899'CITY, BETWEEN LEVEE AND RY., 260 FT. SOUTHWEST OF RY. STATION,
 DK0899'UNDERNEATH CENTER OF SLIGHTLY ELEVATED GOVERNMENT WAREHOUSE WHICH IS
 DK0899'FIRST BUILDING SOUTHWEST OF STATION, TOP OF STONE IS 6 INCHES ABOVE
 DK0899'GROUND AND IS VISIBLE FROM NORTHWEST SIDE OF WAREHOUSE, ACCESS TO
 DK0899'P.B.M. MAY BE HAD THROUGH A HOLE IN THE FLOOR OF THE WAREHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0556 ***********************************************************************
 GE0556  DESIGNATION -  F 1
 GE0556  PID         -  GE0556
 GE0556  STATE/COUNTY-  AR/FULTON
 GE0556  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE0556
 GE0556                         *CURRENT SURVEY CONTROL
 GE0556  ___________________________________________________________________
 GE0556* NAD 83(1986)-  36 29 34.     (N)    091 32 05.     (W)     SCALED    
 GE0556* NAVD 88     -       153.779  (meters)     504.52   (feet)  ADJUSTED  
 GE0556  ___________________________________________________________________
 GE0556  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GE0556  DYNAMIC HT  -         153.653 (meters)     504.11  (feet)  COMP
 GE0556  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 GE0556
 GE0556  VERT ORDER  -  FIRST     CLASS II
 GE0556
 GE0556.The horizontal coordinates were scaled from a topographic map and have
 GE0556.an estimated accuracy of +/- 6 seconds.
 GE0556
 GE0556.The orthometric height was determined by differential leveling
 GE0556.and adjusted by the National Geodetic Survey in June 1991..
 GE0556
 GE0556.The geoid height was determined by GEOID03.
 GE0556
 GE0556.The dynamic height is computed by dividing the NAVD 88
 GE0556.geopotential number by the normal gravity value computed on the
 GE0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0556.degrees latitude (g = 980.6199 gals.).
 GE0556
 GE0556.The modeled gravity was interpolated from observed gravity values.
 GE0556
 GE0556;                    North         East    Units  Estimated Accuracy
 GE0556;SPC AR N     -   239,690.      441,690.      MT  (+/- 180 meters Scaled)
 GE0556
 GE0556                          SUPERSEDED SURVEY CONTROL
 GE0556
 GE0556  NGVD 29 (??/??/92)  153.661  (m)          504.14   (f) ADJ UNCH    1 2
 GE0556
 GE0556.Superseded values are not recommended for survey control.
 GE0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0556.See file dsdata.txt to determine how the superseded data were derived.
 GE0556
 GE0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA312396(NAD 83)
 GE0556_MARKER: DB = BENCH MARK DISK
 GE0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0556_SP_SET: BRIDGE
 GE0556_STAMPING: F 1 1928
 GE0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0556
 GE0556  HISTORY     - Date     Condition        Report By
 GE0556  HISTORY     - 1928     MONUMENTED       CGS
 GE0556  HISTORY     - 1944     GOOD             SLSFRR
 GE0556  HISTORY     - 1985     GOOD             LOCSUR
 GE0556  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0556
 GE0556                          STATION DESCRIPTION
 GE0556
 GE0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0556'0.2 MI S FROM MAMMOTH SPRING.
 GE0556'1/4 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0556'THE STATION AT MAMMOTH SPRING, FULTON COUNTY, AT PLATE-GIRDER
 GE0556'BRIDGE NO. 342.5 (FIRST BRIDGE SOUTH OF THE STATION), IN THE TOP
 GE0556'OF THE EAST END OF THE SOUTH ABUTMENT, AND 6 FEET WEST OF THE
 GE0556'WEST RAIL.  A STANDARD DISK, STAMPED F 1 1928.  NOTE-- A REPORT,
 GE0556'DATE APRIL 1932, STATES THAT THIS BRIDGE WAS REMODELED AND THAT
 GE0556'THE BENCH MARK WAS REMOVED AND RESET.
 GE0556
 GE0556                          STATION RECOVERY (1944)
 GE0556
 GE0556'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 GE0556'RECOVERED IN GOOD CONDITION.
 GE0556
 GE0556                          STATION RECOVERY (1985)
 GE0556
 GE0556'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 GE0556'1/4 MILE SOUTH ALONG ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION
 GE0556'AT MAMMOTH SPRING FULTON COUNTY, AT PLATE--GIRDER BRIDGE NO . 3425,
 GE0556'STATION IS IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 6 FEET
 GE0556'WEST OF THE WEST RAIL, A STANDARD DISK STAMPED 'F 1 1928'.
 GE0556
 GE0556                          STATION RECOVERY (1992)
 GE0556
 GE0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0556'THE MARK MAY STILL BE IN PLACE UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0041 ***********************************************************************
 EJ0041  DESIGNATION -  F 10
 EJ0041  PID         -  EJ0041
 EJ0041  STATE/COUNTY-  AR/PULASKI
 EJ0041  USGS QUAD   -  JACKSONVILLE (1987)
 EJ0041
 EJ0041                         *CURRENT SURVEY CONTROL
 EJ0041  ___________________________________________________________________
 EJ0041* NAD 83(1986)-  34 51 55.     (N)    092 06 37.     (W)     SCALED    
 EJ0041* NAVD 88     -        85.832  (meters)     281.60   (feet)  POSTED    
 EJ0041  ___________________________________________________________________
 EJ0041  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EJ0041  DYNAMIC HT  -          85.750 (meters)     281.33  (feet)  COMP
 EJ0041  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EJ0041
 EJ0041  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EJ0041
 EJ0041.The horizontal coordinates were scaled from a topographic map and have
 EJ0041.an estimated accuracy of +/- 6 seconds.
 EJ0041
 EJ0041.The orthometric height was determined by differential leveling
 EJ0041.and adjusted by the National Geodetic Survey in 1992..
 EJ0041.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EJ0041.rate of 3.1 thru 4.0 mm/km.
 EJ0041
 EJ0041.The geoid height was determined by GEOID03.
 EJ0041
 EJ0041.The dynamic height is computed by dividing the NAVD 88
 EJ0041.geopotential number by the normal gravity value computed on the
 EJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0041.degrees latitude (g = 980.6199 gals.).
 EJ0041
 EJ0041.The modeled gravity was interpolated from observed gravity values.
 EJ0041
 EJ0041;                    North         East    Units  Estimated Accuracy
 EJ0041;SPC AR S     -   643,870.      389,920.      MT  (+/- 180 meters Scaled)
 EJ0041
 EJ0041                          SUPERSEDED SURVEY CONTROL
 EJ0041
 EJ0041  NGVD 29 (??/??/92)   85.868  (m)          281.72   (f) ADJ UNCH    1 2
 EJ0041
 EJ0041.Superseded values are not recommended for survey control.
 EJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0041.See file dsdata.txt to determine how the superseded data were derived.
 EJ0041
 EJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU813584(NAD 83)
 EJ0041_MARKER: DB = BENCH MARK DISK
 EJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0041_STAMPING: F 10 1932 281.719
 EJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0041+STABILITY: SURFACE MOTION
 EJ0041
 EJ0041  HISTORY     - Date     Condition        Report By
 EJ0041  HISTORY     - 1932     MONUMENTED       CGS
 EJ0041  HISTORY     - 1955     GOOD             NGS
 EJ0041
 EJ0041                          STATION DESCRIPTION
 EJ0041
 EJ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0041'0.1 MI SW FROM JACKSONVILLE.
 EJ0041'0.1 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0041'STATION AT JACKSONVILLE, 34.4 FEET NORTHEAST OF A CROSSING SIGNAL, 47
 EJ0041'FEET NORTHEAST OF THE CENTER LINE OF AN OILED ROAD, 24.2 FEET
 EJ0041'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 16.8 FEET
 EJ0041'SOUTHEAST OF MILEPOST 332-09, 0.5 FOOT NORTHEAST OF A WITNESS POST, 5
 EJ0041'FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 EJ0041'WHICH IS 1.6 FEET BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1128 ***********************************************************************
 FG1128  DESIGNATION -  F 101
 FG1128  PID         -  FG1128
 FG1128  STATE/COUNTY-  AR/CONWAY
 FG1128  USGS QUAD   -  ADONA (1989)
 FG1128
 FG1128                         *CURRENT SURVEY CONTROL
 FG1128  ___________________________________________________________________
 FG1128* NAD 83(1986)-  35 05 05.     (N)    092 58 05.     (W)     SCALED    
 FG1128* NAVD 88     -       133.616  (meters)     438.37   (feet)  ADJUSTED  
 FG1128  ___________________________________________________________________
 FG1128  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FG1128  DYNAMIC HT  -         133.486 (meters)     437.95  (feet)  COMP
 FG1128  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 FG1128
 FG1128  VERT ORDER  -  SECOND    CLASS 0
 FG1128
 FG1128.The horizontal coordinates were scaled from a topographic map and have
 FG1128.an estimated accuracy of +/- 6 seconds.
 FG1128
 FG1128.The orthometric height was determined by differential leveling
 FG1128.and adjusted by the National Geodetic Survey in June 1991..
 FG1128
 FG1128.The geoid height was determined by GEOID03.
 FG1128
 FG1128.The dynamic height is computed by dividing the NAVD 88
 FG1128.geopotential number by the normal gravity value computed on the
 FG1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1128.degrees latitude (g = 980.6199 gals.).
 FG1128
 FG1128.The modeled gravity was interpolated from observed gravity values.
 FG1128
 FG1128;                    North         East    Units  Estimated Accuracy
 FG1128;SPC AR N     -    83,790.      311,720.      MT  (+/- 180 meters Scaled)
 FG1128
 FG1128                          SUPERSEDED SURVEY CONTROL
 FG1128
 FG1128  NGVD 29 (??/??/92)  133.614  (m)          438.37   (f) ADJ UNCH    2 0
 FG1128
 FG1128.Superseded values are not recommended for survey control.
 FG1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1128.See file dsdata.txt to determine how the superseded data were derived.
 FG1128
 FG1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU029824(NAD 83)
 FG1128_MARKER: DB = BENCH MARK DISK
 FG1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1128_STAMPING: F 101 1935
 FG1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1128+STABILITY: SURFACE MOTION
 FG1128
 FG1128  HISTORY     - Date     Condition        Report By
 FG1128  HISTORY     - 1935     MONUMENTED       CGS
 FG1128  HISTORY     - 1980     POOR
 FG1128
 FG1128                          STATION DESCRIPTION
 FG1128
 FG1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1128'7.3 MI N FROM CASA.
 FG1128'IN CONWAY COUNTY, 7.3 MILES NORTH ALONG THE PETIT JEAN MOUNTAIN ROAD
 FG1128'FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION AT CASA,
 FG1128'PERRY COUNTY, 40.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE W.C.
 FG1128'CODY FARMHOUSE, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, 6 FEET
 FG1128'NORTHEAST OF AN 18-INCH CEDAR TREE, AND 3.3 FEET WEST OF THE SOUTHEAST
 FG1128'CORNER OF THE YARD FENCE.  A STANDARD DISK, STAMPED F 101 1935 AND SET
 FG1128'IN THE TOP OF A CONCRETE POST.
 FG1128
 FG1128                          STATION RECOVERY (1980)
 FG1128
 FG1128'RECOVERED 1980
 FG1128'HIT BY SOMETHING. IT IS LEANING TO ONE SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1087 ***********************************************************************
 EJ1087  DESIGNATION -  F 102
 EJ1087  PID         -  EJ1087
 EJ1087  STATE/COUNTY-  AR/YELL
 EJ1087  USGS QUAD   -  PLAINVIEW (1968)
 EJ1087
 EJ1087                         *CURRENT SURVEY CONTROL
 EJ1087  ___________________________________________________________________
 EJ1087* NAD 83(1986)-  34 56 12.     (N)    093 19 45.     (W)     SCALED    
 EJ1087* NAVD 88     -       107.684  (meters)     353.29   (feet)  ADJUSTED  
 EJ1087  ___________________________________________________________________
 EJ1087  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 EJ1087  DYNAMIC HT  -         107.578 (meters)     352.95  (feet)  COMP
 EJ1087  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 EJ1087
 EJ1087  VERT ORDER  -  SECOND    CLASS 0
 EJ1087
 EJ1087.The horizontal coordinates were scaled from a topographic map and have
 EJ1087.an estimated accuracy of +/- 6 seconds.
 EJ1087
 EJ1087.The orthometric height was determined by differential leveling
 EJ1087.and adjusted by the National Geodetic Survey in June 1991..
 EJ1087
 EJ1087.The geoid height was determined by GEOID03.
 EJ1087
 EJ1087.The dynamic height is computed by dividing the NAVD 88
 EJ1087.geopotential number by the normal gravity value computed on the
 EJ1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1087.degrees latitude (g = 980.6199 gals.).
 EJ1087
 EJ1087.The modeled gravity was interpolated from observed gravity values.
 EJ1087
 EJ1087;                    North         East    Units  Estimated Accuracy
 EJ1087;SPC AR N     -    67,760.      278,570.      MT  (+/- 180 meters Scaled)
 EJ1087
 EJ1087                          SUPERSEDED SURVEY CONTROL
 EJ1087
 EJ1087  NGVD 29 (??/??/92)  107.645  (m)          353.17   (f) ADJ UNCH    2 0
 EJ1087
 EJ1087.Superseded values are not recommended for survey control.
 EJ1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1087.See file dsdata.txt to determine how the superseded data were derived.
 EJ1087
 EJ1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU699660(NAD 83)
 EJ1087_MARKER: DB = BENCH MARK DISK
 EJ1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1087_STAMPING: F 102 1935
 EJ1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1087+STABILITY: SURFACE MOTION
 EJ1087
 EJ1087  HISTORY     - Date     Condition        Report By
 EJ1087  HISTORY     - 1935     MONUMENTED       CGS
 EJ1087  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ1087
 EJ1087                          STATION DESCRIPTION
 EJ1087
 EJ1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1087'IN PLAINVIEW.
 EJ1087'4.3 MILES SOUTH ALONG THE STEVE ROAD FROM THE HIGH SCHOOL AT
 EJ1087'PLAINVIEW, YELL COUNTY, 0.6 MILE SOUTHEAST OF A STEEL BRIDGE OVER
 EJ1087'FOURCHE RIVER, AT THE D.W. CHESNEY FARMHOUSE, 165 FEET NORTHEAST OF
 EJ1087'THE NORTH CORNER OF THE HOUSE, 60 FEET SOUTH OF THE SOUTH CORNER OF A
 EJ1087'BARN, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 4.5 FEET
 EJ1087'NORTHEAST OF A SOUTH FENCE CORNER.  A STANDARD DISK, STAMPED F 102
 EJ1087'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0828 ***********************************************************************
 EJ0828  DESIGNATION -  F 103 RESET
 EJ0828  PID         -  EJ0828
 EJ0828  STATE/COUNTY-  AR/PERRY
 EJ0828  USGS QUAD   -  APLIN (1984)
 EJ0828
 EJ0828                         *CURRENT SURVEY CONTROL
 EJ0828  ___________________________________________________________________
 EJ0828* NAD 83(1986)-  34 58 25.     (N)    092 58 51.     (W)     SCALED    
 EJ0828* NAVD 88     -       100.99   (meters)     331.3    (feet)  RESET     
 EJ0828  ___________________________________________________________________
 EJ0828  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 EJ0828
 EJ0828  VERT ORDER  -  THIRD
 EJ0828
 EJ0828.The horizontal coordinates were scaled from a topographic map and have
 EJ0828.an estimated accuracy of +/- 6 seconds.
 EJ0828
 EJ0828.The orthometric height was computed from unverified reset data.
 EJ0828.No vertical observational check was made to the station.
 EJ0828
 EJ0828.The geoid height was determined by GEOID03.
 EJ0828
 EJ0828;                    North         East    Units  Estimated Accuracy
 EJ0828;SPC AR N     -    71,480.      310,440.      MT  (+/- 180 meters Scaled)
 EJ0828
 EJ0828                          SUPERSEDED SURVEY CONTROL
 EJ0828
 EJ0828  NGVD 29 (??/??/??)  100.98   (m)          331.3    (f) RESET       3  
 EJ0828
 EJ0828.Superseded values are not recommended for survey control.
 EJ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0828.See file dsdata.txt to determine how the superseded data were derived.
 EJ0828
 EJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU017701(NAD 83)
 EJ0828_MARKER: DB = BENCH MARK DISK
 EJ0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0828_SP_SET: BRIDGE
 EJ0828_STAMPING: F 103 RESET 1962
 EJ0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0828
 EJ0828  HISTORY     - Date     Condition        Report By
 EJ0828  HISTORY     - 1962     MONUMENTED       CGS
 EJ0828
 EJ0828                          STATION DESCRIPTION
 EJ0828
 EJ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EJ0828'IN APLIN.
 EJ0828'LOCATED AT APLIN, PERRY COUNTY, AT THE BRIDGE OVER ROCK CREEK, ON
 EJ0828'STATE HIGHWAY 60, 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT
 EJ0828'THE WEST END OF THE BRIDGE, AND SET IN A DRILL HOLE IN THE NORTHWEST
 EJ0828'WINGWALL OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0812 ***********************************************************************
 EJ0812  DESIGNATION -  F 104
 EJ0812  PID         -  EJ0812
 EJ0812  STATE/COUNTY-  AR/GARLAND
 EJ0812  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ0812
 EJ0812                         *CURRENT SURVEY CONTROL
 EJ0812  ___________________________________________________________________
 EJ0812* NAD 83(1986)-  34 41 59.     (N)    092 59 04.     (W)     SCALED    
 EJ0812* NAVD 88     -       184.129  (meters)     604.10   (feet)  ADJUSTED  
 EJ0812  ___________________________________________________________________
 EJ0812  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EJ0812  DYNAMIC HT  -         183.949 (meters)     603.51  (feet)  COMP
 EJ0812  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 EJ0812
 EJ0812  VERT ORDER  -  SECOND    CLASS 0
 EJ0812
 EJ0812.The horizontal coordinates were scaled from a topographic map and have
 EJ0812.an estimated accuracy of +/- 6 seconds.
 EJ0812
 EJ0812.The orthometric height was determined by differential leveling
 EJ0812.and adjusted by the National Geodetic Survey in June 1991..
 EJ0812
 EJ0812.The geoid height was determined by GEOID03.
 EJ0812
 EJ0812.The dynamic height is computed by dividing the NAVD 88
 EJ0812.geopotential number by the normal gravity value computed on the
 EJ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0812.degrees latitude (g = 980.6199 gals.).
 EJ0812
 EJ0812.The modeled gravity was interpolated from observed gravity values.
 EJ0812
 EJ0812;                    North         East    Units  Estimated Accuracy
 EJ0812;SPC AR S     -   625,930.      309,810.      MT  (+/- 180 meters Scaled)
 EJ0812
 EJ0812                          SUPERSEDED SURVEY CONTROL
 EJ0812
 EJ0812  NGVD 29 (??/??/92)  184.123  (m)          604.08   (f) ADJ UNCH    2 0
 EJ0812
 EJ0812.Superseded values are not recommended for survey control.
 EJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0812.See file dsdata.txt to determine how the superseded data were derived.
 EJ0812
 EJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU014397(NAD 83)
 EJ0812_MARKER: DB = BENCH MARK DISK
 EJ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0812_STAMPING: F 104 1935
 EJ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0812+STABILITY: SURFACE MOTION
 EJ0812
 EJ0812  HISTORY     - Date     Condition        Report By
 EJ0812  HISTORY     - 1935     MONUMENTED       CGS
 EJ0812  HISTORY     - 1965     GOOD             NGS
 EJ0812  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0812
 EJ0812                          STATION DESCRIPTION
 EJ0812
 EJ0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0812'6.0 MI E FROM JESSIEVILLE.
 EJ0812'6.0 MILES EAST ALONG THE OLD SULPHUR SPRINGS ROAD FROM JESSIEVILLE,
 EJ0812'GARLAND COUNTY, 1 MILE SOUTHEAST OF BEAUDRY SCHOOL, 1/4 MILE SOUTH OF
 EJ0812'THE FORD ACROSS MIDDLE FORK SALINE RIVER, AT THE JUNCTION OF A ROAD
 EJ0812'LEADING SOUTH UP A HILL, 22.5 FEET SOUTH OF THE CENTER LINE OF THE
 EJ0812'MAIN ROAD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 EJ0812'AND 7.6 FEET NORTHWEST OF AN 18-INCH SWEET GUM TREE.  A STANDARD DISK,
 EJ0812'STAMPED F 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0812
 EJ0812                          STATION RECOVERY (1972)
 EJ0812
 EJ0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1066 ***********************************************************************
 EJ1066  DESIGNATION -  F 105
 EJ1066  PID         -  EJ1066
 EJ1066  STATE/COUNTY-  AR/GARLAND
 EJ1066  USGS QUAD   -  MOUNTAIN PINE (1975)
 EJ1066
 EJ1066                         *CURRENT SURVEY CONTROL
 EJ1066  ___________________________________________________________________
 EJ1066* NAD 83(1986)-  34 35 55.     (N)    093 14 53.     (W)     SCALED    
 EJ1066* NAVD 88     -       133.382  (meters)     437.60   (feet)  ADJUSTED  
 EJ1066  ___________________________________________________________________
 EJ1066  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EJ1066  DYNAMIC HT  -         133.251 (meters)     437.17  (feet)  COMP
 EJ1066  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EJ1066
 EJ1066  VERT ORDER  -  SECOND    CLASS 0
 EJ1066
 EJ1066.The horizontal coordinates were scaled from a topographic map and have
 EJ1066.an estimated accuracy of +/- 6 seconds.
 EJ1066
 EJ1066.The orthometric height was determined by differential leveling
 EJ1066.and adjusted by the National Geodetic Survey in June 1991..
 EJ1066
 EJ1066.The geoid height was determined by GEOID03.
 EJ1066
 EJ1066.The dynamic height is computed by dividing the NAVD 88
 EJ1066.geopotential number by the normal gravity value computed on the
 EJ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1066.degrees latitude (g = 980.6199 gals.).
 EJ1066
 EJ1066.The modeled gravity was interpolated from observed gravity values.
 EJ1066
 EJ1066;                    North         East    Units  Estimated Accuracy
 EJ1066;SPC AR S     -   614,980.      285,520.      MT  (+/- 180 meters Scaled)
 EJ1066
 EJ1066                          SUPERSEDED SURVEY CONTROL
 EJ1066
 EJ1066  NGVD 29 (??/??/92)  133.364  (m)          437.55   (f) ADJ UNCH    2 0
 EJ1066
 EJ1066.Superseded values are not recommended for survey control.
 EJ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1066.See file dsdata.txt to determine how the superseded data were derived.
 EJ1066
 EJ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU772285(NAD 83)
 EJ1066_MARKER: DB = BENCH MARK DISK
 EJ1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1066_STAMPING: F 105 1935
 EJ1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1066+STABILITY: SURFACE MOTION
 EJ1066
 EJ1066  HISTORY     - Date     Condition        Report By
 EJ1066  HISTORY     - 1935     MONUMENTED       CGS
 EJ1066  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1066
 EJ1066                          STATION DESCRIPTION
 EJ1066
 EJ1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1066'2.0 MI SE FROM BLAKELY CAMP.
 EJ1066'2 MILES SOUTHEAST ALONG THE CEDAR GLADES-HOT SPRINGS ROAD FROM THE
 EJ1066'JUNCTION OF THE LITTLE BLAKELY CREEK ROAD AT THE 1935 LOCATION OF
 EJ1066'BLAKELY CAMP, GARLAND COUNTY, 0.5 MILE SOUTHEAST OF A Y-INTERSECTION
 EJ1066'OF TWO ROADS, 0.3 MILE EAST OF A LOW-WATER BRIDGE OVER BLAKELY CREEK,
 EJ1066'24.4 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 16.2 FEET
 EJ1066'NORTHEAST OF A SOUTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED F 105
 EJ1066'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1066
 EJ1066                          STATION RECOVERY (1998)
 EJ1066
 EJ1066'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0486 ***********************************************************************
 FG0486  DESIGNATION -  F 106
 FG0486  PID         -  FG0486
 FG0486  STATE/COUNTY-  AR/POPE
 FG0486  USGS QUAD   -  HECTOR (1989)
 FG0486
 FG0486                         *CURRENT SURVEY CONTROL
 FG0486  ___________________________________________________________________
 FG0486* NAD 83(1986)-  35 29 26.     (N)    092 53 42.     (W)     SCALED    
 FG0486* NAVD 88     -       562.277  (meters)    1844.74   (feet)  ADJUSTED  
 FG0486  ___________________________________________________________________
 FG0486  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FG0486  DYNAMIC HT  -         561.725 (meters)    1842.93  (feet)  COMP
 FG0486  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FG0486
 FG0486  VERT ORDER  -  SECOND    CLASS 0
 FG0486
 FG0486.The horizontal coordinates were scaled from a topographic map and have
 FG0486.an estimated accuracy of +/- 6 seconds.
 FG0486
 FG0486.The orthometric height was determined by differential leveling
 FG0486.and adjusted by the National Geodetic Survey in June 1991..
 FG0486
 FG0486.The geoid height was determined by GEOID03.
 FG0486
 FG0486.The dynamic height is computed by dividing the NAVD 88
 FG0486.geopotential number by the normal gravity value computed on the
 FG0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0486.degrees latitude (g = 980.6199 gals.).
 FG0486
 FG0486.The modeled gravity was interpolated from observed gravity values.
 FG0486
 FG0486;                    North         East    Units  Estimated Accuracy
 FG0486;SPC AR N     -   128,750.      318,790.      MT  (+/- 180 meters Scaled)
 FG0486
 FG0486                          SUPERSEDED SURVEY CONTROL
 FG0486
 FG0486  NGVD 29 (??/??/92)  562.227  (m)         1844.57   (f) ADJ UNCH    2 0
 FG0486
 FG0486.Superseded values are not recommended for survey control.
 FG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0486.See file dsdata.txt to determine how the superseded data were derived.
 FG0486
 FG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV095274(NAD 83)
 FG0486_MARKER: DB = BENCH MARK DISK
 FG0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0486_STAMPING: F 106 1935
 FG0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0486+STABILITY: SURFACE MOTION
 FG0486
 FG0486  HISTORY     - Date     Condition        Report By
 FG0486  HISTORY     - 1935     MONUMENTED       CGS
 FG0486
 FG0486                          STATION DESCRIPTION
 FG0486
 FG0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0486'1.2 MI N FROM HECTOR.
 FG0486'1.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM HECTOR, POPE COUNTY, 5.7
 FG0486'MILES NORTHEAST ALONG THE LOST CORNER ROAD, 220 FEET SOUTHWEST OF A
 FG0486'FARMHOUSE, 96 FEET NORTHWEST OF A LOG BARN, 32 FEET SOUTHEAST OF THE
 FG0486'CENTERLINE OF THE ROAD, 19 FEET NORTHEAST OF A 16-INCH OAK TREE AND A
 FG0486'FENCE CORNER, AND 1 FOOT NORTHWEST OF A FENCE.  A STANDARD DISK,
 FG0486'STAMPED F 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0801 ***********************************************************************
 FG0801  DESIGNATION -  F 107
 FG0801  PID         -  FG0801
 FG0801  STATE/COUNTY-  AR/NEWTON
 FG0801  USGS QUAD   -  MURRAY (1968)
 FG0801
 FG0801                         *CURRENT SURVEY CONTROL
 FG0801  ___________________________________________________________________
 FG0801* NAD 83(1986)-  35 54 33.     (N)    093 18 56.     (W)     SCALED    
 FG0801* NAVD 88     -       338.181  (meters)    1109.52   (feet)  ADJUSTED  
 FG0801  ___________________________________________________________________
 FG0801  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FG0801  DYNAMIC HT  -         337.859 (meters)    1108.46  (feet)  COMP
 FG0801  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FG0801
 FG0801  VERT ORDER  -  SECOND    CLASS 0
 FG0801
 FG0801.The horizontal coordinates were scaled from a topographic map and have
 FG0801.an estimated accuracy of +/- 6 seconds.
 FG0801
 FG0801.The orthometric height was determined by differential leveling
 FG0801.and adjusted by the National Geodetic Survey in June 1991..
 FG0801
 FG0801.The geoid height was determined by GEOID03.
 FG0801
 FG0801.The dynamic height is computed by dividing the NAVD 88
 FG0801.geopotential number by the normal gravity value computed on the
 FG0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0801.degrees latitude (g = 980.6199 gals.).
 FG0801
 FG0801.The modeled gravity was interpolated from observed gravity values.
 FG0801
 FG0801;                    North         East    Units  Estimated Accuracy
 FG0801;SPC AR N     -   175,620.      281,260.      MT  (+/- 180 meters Scaled)
 FG0801
 FG0801                          SUPERSEDED SURVEY CONTROL
 FG0801
 FG0801  NGVD 29 (??/??/92)  338.091  (m)         1109.22   (f) ADJ UNCH    2 0
 FG0801
 FG0801.Superseded values are not recommended for survey control.
 FG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0801.See file dsdata.txt to determine how the superseded data were derived.
 FG0801
 FG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV715739(NAD 83)
 FG0801_MARKER: DB = BENCH MARK DISK
 FG0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0801_STAMPING: F 107 1935
 FG0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0801+STABILITY: SURFACE MOTION
 FG0801
 FG0801  HISTORY     - Date     Condition        Report By
 FG0801  HISTORY     - 1935     MONUMENTED       CGS
 FG0801
 FG0801                          STATION DESCRIPTION
 FG0801
 FG0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0801'5.6 MI NE FROM SWAIN.
 FG0801'5.6 MILES NORTHEAST ALONG PARTHENON ROAD FROM THE SCHOOL AT SWAIN,
 FG0801'NEWTON COUNTY, AT THE ALFRED CARLTON FARM, 150 FEET SOUTHWEST OF THE
 FG0801'SOUTHWEST CORNER OF THE HOUSE, 35 FEET EAST OF THE CENTERLINE OF THE
 FG0801'ROAD, 10 FEET EAST OF A SOUTHWEST FENCE CORNER, AND 1 1/2 FEET NORTH
 FG0801'OF A FENCE.  A STANDARD DISK, STAMPED F 107 1935 AND SET IN THE TOP OF
 FG0801'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2022 ***********************************************************************
 EH2022  DESIGNATION -  F 108
 EH2022  PID         -  EH2022
 EH2022  STATE/COUNTY-  AR/LONOKE
 EH2022  USGS QUAD   -  CARLISLE (1994)
 EH2022
 EH2022                         *CURRENT SURVEY CONTROL
 EH2022  ___________________________________________________________________
 EH2022* NAD 83(1986)-  34 47 03.     (N)    091 44 44.     (W)     SCALED    
 EH2022* NAVD 88     -        69.908  (meters)     229.36   (feet)  ADJUSTED  
 EH2022  ___________________________________________________________________
 EH2022  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2022  DYNAMIC HT  -          69.842 (meters)     229.14  (feet)  COMP
 EH2022  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 EH2022
 EH2022  VERT ORDER  -  FIRST     CLASS II
 EH2022
 EH2022.The horizontal coordinates were scaled from a topographic map and have
 EH2022.an estimated accuracy of +/- 6 seconds.
 EH2022
 EH2022.The orthometric height was determined by differential leveling
 EH2022.and adjusted by the National Geodetic Survey in June 1991..
 EH2022
 EH2022.The geoid height was determined by GEOID03.
 EH2022
 EH2022.The dynamic height is computed by dividing the NAVD 88
 EH2022.geopotential number by the normal gravity value computed on the
 EH2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2022.degrees latitude (g = 980.6199 gals.).
 EH2022
 EH2022.The modeled gravity was interpolated from observed gravity values.
 EH2022
 EH2022;                    North         East    Units  Estimated Accuracy
 EH2022;SPC AR S     -   634,890.      423,290.      MT  (+/- 180 meters Scaled)
 EH2022
 EH2022                          SUPERSEDED SURVEY CONTROL
 EH2022
 EH2022  NGVD 29 (??/??/??)   69.919  (m)          229.39   (f) ADJUSTED    1 2
 EH2022
 EH2022.Superseded values are not recommended for survey control.
 EH2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2022.See file dsdata.txt to determine how the superseded data were derived.
 EH2022
 EH2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU147498(NAD 83)
 EH2022_MARKER: DB = BENCH MARK DISK
 EH2022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2022_SP_SET: CONCRETE BASE
 EH2022_STAMPING: F 108 1954
 EH2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2022+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2022
 EH2022  HISTORY     - Date     Condition        Report By
 EH2022  HISTORY     - 1954     MONUMENTED       CGS
 EH2022  HISTORY     - 20030609 GOOD             USACE
 EH2022
 EH2022                          STATION DESCRIPTION
 EH2022
 EH2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2022'0.1 MI N FROM CARLISLE.
 EH2022'0.1 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH2022'AND PACIFIC RAILROAD STATION AT CARLISLE, 72 YARDS EAST OF THE CENTER
 EH2022'LINE OF THE HIGHWAY, 19.6 FEET NORTHEAST OF A FENCE CORNER, 1.8 FEET
 EH2022'ABOVE THE GROUND, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 EH2022'BASE OF THE SOUTHWEST LEG OF THE CITY WATER TOWER.
 EH2022
 EH2022                          STATION RECOVERY (2003)
 EH2022
 EH2022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2130 ***********************************************************************
 EH2130  DESIGNATION -  F 109
 EH2130  PID         -  EH2130
 EH2130  STATE/COUNTY-  AR/LONOKE
 EH2130  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2130
 EH2130                         *CURRENT SURVEY CONTROL
 EH2130  ___________________________________________________________________
 EH2130* NAD 83(1986)-  34 45 45.     (N)    091 50 22.     (W)     SCALED    
 EH2130* NAVD 88     -        71.698  (meters)     235.23   (feet)  ADJUSTED  
 EH2130  ___________________________________________________________________
 EH2130  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2130  DYNAMIC HT  -          71.631 (meters)     235.01  (feet)  COMP
 EH2130  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 EH2130
 EH2130  VERT ORDER  -  FIRST     CLASS II
 EH2130
 EH2130.The horizontal coordinates were scaled from a topographic map and have
 EH2130.an estimated accuracy of +/- 6 seconds.
 EH2130
 EH2130.The orthometric height was determined by differential leveling
 EH2130.and adjusted by the National Geodetic Survey in June 1991..
 EH2130
 EH2130.The geoid height was determined by GEOID03.
 EH2130
 EH2130.The dynamic height is computed by dividing the NAVD 88
 EH2130.geopotential number by the normal gravity value computed on the
 EH2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2130.degrees latitude (g = 980.6199 gals.).
 EH2130
 EH2130.The modeled gravity was interpolated from observed gravity values.
 EH2130
 EH2130;                    North         East    Units  Estimated Accuracy
 EH2130;SPC AR S     -   632,470.      414,700.      MT  (+/- 180 meters Scaled)
 EH2130
 EH2130                          SUPERSEDED SURVEY CONTROL
 EH2130
 EH2130  NGVD 29 (??/??/??)   71.711  (m)          235.27   (f) ADJUSTED    1 2
 EH2130
 EH2130.Superseded values are not recommended for survey control.
 EH2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2130.See file dsdata.txt to determine how the superseded data were derived.
 EH2130
 EH2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU062473(NAD 83)
 EH2130_MARKER: DB = BENCH MARK DISK
 EH2130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2130_SP_SET: FOUNDATION
 EH2130_STAMPING: F 109 1954
 EH2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2130
 EH2130  HISTORY     - Date     Condition        Report By
 EH2130  HISTORY     - 1954     MONUMENTED       CGS
 EH2130  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH2130
 EH2130                          STATION DESCRIPTION
 EH2130
 EH2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2130'5.1 MI SE FROM LONOKE.
 EH2130'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2130'FROM THE STATION AT LONOKE, THENCE 0.4 MILE SOUTH ALONG A GRAVELED
 EH2130'ROAD, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 EH2130'SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A GRAVELED
 EH2130'ROAD, 180 FEET NORTH OF THE CENTER LINE OF THE ROAD, 158 FEET EAST OF
 EH2130'THE SOUTHEAST CORNER OF A PORCH WHICH IS ON THE SOUTH SIDE OF A WHITE
 EH2130'FARMHOUSE, 46 FEET NORTH OF AN IRRIGATION WELL, 20 FEET EAST OF A
 EH2130'NORTH AND SOUTH FENCE, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF THE
 EH2130'CENTER OF AN OLD CONCRETE MOTOR FOUNDATION.
 EH2130
 EH2130                          STATION RECOVERY (2003)
 EH2130
 EH2130'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1561 ***********************************************************************
 EH1561  DESIGNATION -  F 11
 EH1561  PID         -  EH1561
 EH1561  STATE/COUNTY-  AR/JEFFERSON
 EH1561  USGS QUAD   -  LADD (1975)
 EH1561
 EH1561                         *CURRENT SURVEY CONTROL
 EH1561  ___________________________________________________________________
 EH1561* NAD 83(1986)-  34 12 44.     (N)    091 53 42.     (W)     SCALED    
 EH1561* NAVD 88     -        61.660  (meters)     202.30   (feet)  ADJUSTED  
 EH1561  ___________________________________________________________________
 EH1561  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EH1561  DYNAMIC HT  -          61.600 (meters)     202.10  (feet)  COMP
 EH1561  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EH1561
 EH1561  VERT ORDER  -  FIRST     CLASS II
 EH1561
 EH1561.The horizontal coordinates were scaled from a topographic map and have
 EH1561.an estimated accuracy of +/- 6 seconds.
 EH1561
 EH1561.The orthometric height was determined by differential leveling
 EH1561.and adjusted by the National Geodetic Survey in June 1991..
 EH1561.WARNING-Repeat measurements at this control monument indicate possible
 EH1561.vertical movement.
 EH1561
 EH1561.The geoid height was determined by GEOID03.
 EH1561
 EH1561.The dynamic height is computed by dividing the NAVD 88
 EH1561.geopotential number by the normal gravity value computed on the
 EH1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1561.degrees latitude (g = 980.6199 gals.).
 EH1561
 EH1561.The modeled gravity was interpolated from observed gravity values.
 EH1561
 EH1561;                    North         East    Units  Estimated Accuracy
 EH1561;SPC AR S     -   571,430.      409,680.      MT  (+/- 180 meters Scaled)
 EH1561
 EH1561                          SUPERSEDED SURVEY CONTROL
 EH1561
 EH1561  NGVD 29 (??/??/??)   61.746  (m)          202.58   (f) ADJUSTED    1 2
 EH1561
 EH1561.Superseded values are not recommended for survey control.
 EH1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1561.See file dsdata.txt to determine how the superseded data were derived.
 EH1561
 EH1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT017862(NAD 83)
 EH1561_MARKER: DB = BENCH MARK DISK
 EH1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1561_STAMPING: 202.755 F 11 1932
 EH1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1561+STABILITY: SURFACE MOTION
 EH1561
 EH1561  HISTORY     - Date     Condition        Report By
 EH1561  HISTORY     - 1932     MONUMENTED       CGS
 EH1561  HISTORY     - 1957     GOOD             CGS
 EH1561  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1561
 EH1561                          STATION DESCRIPTION
 EH1561
 EH1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH1561'6.3 MI SE FROM PINE BLUFF.
 EH1561'6.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 EH1561'STATION AT PINE BLUFF, JEFFERSON COUNTY, AT FAIRLFIELD SIDING, 100
 EH1561'FEET SOUTHEAST OF A ROAD CROSSING, 48 FEET SOUTHEAST OF THE STATION
 EH1561'SIGN, 5 FEET NORTHWEST OF POLE 394+21, AND 20 FEET SOUTHWEST OF THE
 EH1561'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 202.755 F 11 1932
 EH1561'AND SET IN THE TOP OF A CONCRETE POST.
 EH1561
 EH1561                          STATION RECOVERY (1984)
 EH1561
 EH1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1561'NOT RECOVERED THIS DATE.  BELIEVED TO BE DESTROYED BY FARMING
 EH1561'EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1966 ***********************************************************************
 EH1966  DESIGNATION -  F 110
 EH1966  PID         -  EH1966
 EH1966  STATE/COUNTY-  AR/LONOKE
 EH1966  USGS QUAD   -  CARLISLE (1994)
 EH1966
 EH1966                         *CURRENT SURVEY CONTROL
 EH1966  ___________________________________________________________________
 EH1966* NAD 83(1986)-  34 52 08.     (N)    091 44 22.     (W)     SCALED    
 EH1966* NAVD 88     -        68.956  (meters)     226.23   (feet)  ADJUSTED  
 EH1966  ___________________________________________________________________
 EH1966  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH1966  DYNAMIC HT  -          68.891 (meters)     226.02  (feet)  COMP
 EH1966  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 EH1966
 EH1966  VERT ORDER  -  FIRST     CLASS II
 EH1966
 EH1966.The horizontal coordinates were scaled from a topographic map and have
 EH1966.an estimated accuracy of +/- 6 seconds.
 EH1966
 EH1966.The orthometric height was determined by differential leveling
 EH1966.and adjusted by the National Geodetic Survey in June 1991..
 EH1966
 EH1966.The geoid height was determined by GEOID03.
 EH1966
 EH1966.The dynamic height is computed by dividing the NAVD 88
 EH1966.geopotential number by the normal gravity value computed on the
 EH1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1966.degrees latitude (g = 980.6199 gals.).
 EH1966
 EH1966.The modeled gravity was interpolated from observed gravity values.
 EH1966
 EH1966;                    North         East    Units  Estimated Accuracy
 EH1966;SPC AR S     -   644,300.      423,820.      MT  (+/- 180 meters Scaled)
 EH1966
 EH1966                          SUPERSEDED SURVEY CONTROL
 EH1966
 EH1966  NGVD 29 (??/??/??)   68.964  (m)          226.26   (f) ADJUSTED    1 2
 EH1966
 EH1966.Superseded values are not recommended for survey control.
 EH1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1966.See file dsdata.txt to determine how the superseded data were derived.
 EH1966
 EH1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU152592(NAD 83)
 EH1966_MARKER: DB = BENCH MARK DISK
 EH1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1966_STAMPING: F 110 1954
 EH1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1966+STABILITY: SURFACE MOTION
 EH1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1966+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH1966
 EH1966  HISTORY     - Date     Condition        Report By
 EH1966  HISTORY     - 1954     MONUMENTED       CGS
 EH1966  HISTORY     - 20030609 GOOD             USACE
 EH1966
 EH1966                          STATION DESCRIPTION
 EH1966
 EH1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1966'6.65 MI N FROM CARLISLE.
 EH1966'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1966'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 0.85 MILE NORTHEAST
 EH1966'ALONG A CRUSHED ROCK ROAD, 206 FEET EAST OF THE CENTER LINE OF A DIRT
 EH1966'ROAD LEADING NORTH, 149 FEET EAST OF POWER POLE, 85 FEET SOUTH OF THE
 EH1966'CENTER LINE OF THE CRUSHED ROCK ROAD, 59 FEET SOUTH OF A FENCE CORNER,
 EH1966'13 FEET SOUTHEAST OF A 10 INCH OAK TREE, 1.7 FEET WEST OF A FENCE, 3
 EH1966'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1966'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH1966
 EH1966                          STATION RECOVERY (2003)
 EH1966
 EH1966'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1884 ***********************************************************************
 EH1884  DESIGNATION -  F 111
 EH1884  PID         -  EH1884
 EH1884  STATE/COUNTY-  AR/LONOKE
 EH1884  USGS QUAD   -  OAK GROVE (1982)
 EH1884
 EH1884                         *CURRENT SURVEY CONTROL
 EH1884  ___________________________________________________________________
 EH1884* NAD 83(1986)-  34 58 57.     (N)    091 53 35.     (W)     SCALED    
 EH1884* NAVD 88     -        76.361  (meters)     250.53   (feet)  ADJUSTED  
 EH1884  ___________________________________________________________________
 EH1884  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH1884  DYNAMIC HT  -          76.290 (meters)     250.29  (feet)  COMP
 EH1884  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 EH1884
 EH1884  VERT ORDER  -  FIRST     CLASS II
 EH1884
 EH1884.The horizontal coordinates were scaled from a topographic map and have
 EH1884.an estimated accuracy of +/- 6 seconds.
 EH1884
 EH1884.The orthometric height was determined by differential leveling
 EH1884.and adjusted by the National Geodetic Survey in June 1991..
 EH1884
 EH1884.The geoid height was determined by GEOID03.
 EH1884
 EH1884.The dynamic height is computed by dividing the NAVD 88
 EH1884.geopotential number by the normal gravity value computed on the
 EH1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1884.degrees latitude (g = 980.6199 gals.).
 EH1884
 EH1884.The modeled gravity was interpolated from observed gravity values.
 EH1884
 EH1884;                    North         East    Units  Estimated Accuracy
 EH1884;SPC AR S     -   656,870.      409,770.      MT  (+/- 180 meters Scaled)
 EH1884
 EH1884                          SUPERSEDED SURVEY CONTROL
 EH1884
 EH1884  NGVD 29 (??/??/??)   76.362  (m)          250.53   (f) ADJUSTED    1 2
 EH1884
 EH1884.Superseded values are not recommended for survey control.
 EH1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1884.See file dsdata.txt to determine how the superseded data were derived.
 EH1884
 EH1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU010716(NAD 83)
 EH1884_MARKER: DB = BENCH MARK DISK
 EH1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1884_STAMPING: F 111 1955
 EH1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1884+STABILITY: SURFACE MOTION
 EH1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1884+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2002
 EH1884
 EH1884  HISTORY     - Date     Condition        Report By
 EH1884  HISTORY     - 1955     MONUMENTED       CGS
 EH1884  HISTORY     - 20020427 GOOD             USACE
 EH1884
 EH1884                          STATION DESCRIPTION
 EH1884
 EH1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1884'5.9 MI E FROM AUSTIN.
 EH1884'1.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 EH1884'AUSTIN, THENCE 4.1 MILES EAST ALONG STATE HIGHWAY 38, 0.2 MILE EAST OF
 EH1884'A FARMHOUSE, 109 YARDS WEST OF THE NORTH END OF TWO 36 INCH STEEL PIPE
 EH1884'CULVERTS, 57 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 EH1884'NORTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE, 3 FEET SOUTH OF A
 EH1884'WITNESS POST, 1.15 MILES WEST OF BENCH MARK W B V (ARK.GEOD.S), SET IN
 EH1884'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH1884
 EH1884                          STATION RECOVERY (2002)
 EH1884
 EH1884'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1610 ***********************************************************************
 EH1610  DESIGNATION -  F 112
 EH1610  PID         -  EH1610
 EH1610  STATE/COUNTY-  AR/JEFFERSON
 EH1610  USGS QUAD   -  REYDELL (1975)
 EH1610
 EH1610                         *CURRENT SURVEY CONTROL
 EH1610  ___________________________________________________________________
 EH1610* NAD 83(1986)-  34 08 48.     (N)    091 34 01.     (W)     SCALED    
 EH1610* NAVD 88     -        55.134  (meters)     180.89   (feet)  ADJUSTED  
 EH1610  ___________________________________________________________________
 EH1610  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 EH1610  DYNAMIC HT  -          55.080 (meters)     180.71  (feet)  COMP
 EH1610  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 EH1610
 EH1610  VERT ORDER  -  FIRST     CLASS II
 EH1610
 EH1610.The horizontal coordinates were scaled from a topographic map and have
 EH1610.an estimated accuracy of +/- 6 seconds.
 EH1610
 EH1610.The orthometric height was determined by differential leveling
 EH1610.and adjusted by the National Geodetic Survey in August 1993..
 EH1610
 EH1610.The geoid height was determined by GEOID03.
 EH1610
 EH1610.The dynamic height is computed by dividing the NAVD 88
 EH1610.geopotential number by the normal gravity value computed on the
 EH1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1610.degrees latitude (g = 980.6199 gals.).
 EH1610
 EH1610.The modeled gravity was interpolated from observed gravity values.
 EH1610
 EH1610;                    North         East    Units  Estimated Accuracy
 EH1610;SPC AR S     -   564,240.      439,940.      MT  (+/- 180 meters Scaled)
 EH1610
 EH1610                          SUPERSEDED SURVEY CONTROL
 EH1610
 EH1610  NAVD 88 (06/15/91)   55.176  (m)          181.02   (f) UNKNOWN     1 2
 EH1610  NGVD 29 (??/??/??)   55.220  (m)          181.17   (f) ADJUSTED    1 2
 EH1610
 EH1610.Superseded values are not recommended for survey control.
 EH1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1610.See file dsdata.txt to determine how the superseded data were derived.
 EH1610
 EH1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT321793(NAD 83)
 EH1610_MARKER: DB = BENCH MARK DISK
 EH1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1610_STAMPING: F 112 1954
 EH1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1610+STABILITY: SURFACE MOTION
 EH1610
 EH1610  HISTORY     - Date     Condition        Report By
 EH1610  HISTORY     - 1954     MONUMENTED       CGS
 EH1610  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1610
 EH1610                          STATION DESCRIPTION
 EH1610
 EH1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1610'0.7 MI S FROM REYDEL.
 EH1610'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1610'37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF A
 EH1610'TELEPHONE POLE, 2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 EH1610'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 EH1610
 EH1610                          STATION RECOVERY (2003)
 EH1610
 EH1610'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1663 ***********************************************************************
 EH1663  HT_MOD      -  This is a Height Modernization Survey Station.
 EH1663  DESIGNATION -  F 113
 EH1663  PID         -  EH1663
 EH1663  STATE/COUNTY-  AR/ARKANSAS
 EH1663  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1663
 EH1663                         *CURRENT SURVEY CONTROL
 EH1663  ___________________________________________________________________
 EH1663* NAD 83(1997)-  34 27 52.53751(N)    091 32 28.53471(W)     ADJUSTED  
 EH1663* NAVD 88     -        65.34   (meters)     214.4    (feet)  GPS OBS   
 EH1663  ___________________________________________________________________
 EH1663  X           -    -141,592.856 (meters)                     COMP
 EH1663  Y           -  -5,262,394.445 (meters)                     COMP
 EH1663  Z           -   3,589,076.344 (meters)                     COMP
 EH1663  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 EH1663  ELLIP HEIGHT-          38.83  (meters)          (04/05/04) GPS OBS
 EH1663  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH1663  DYNAMIC HT  -          65.27  (meters)     214.1   (feet)  COMP
 EH1663  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 EH1663
 EH1663  HORZ ORDER  -  B
 EH1663  VERT ORDER  -  FIRST     CLASS II (See Below)
 EH1663  ELLP ORDER  -  FOURTH    CLASS I
 EH1663
 EH1663.The horizontal coordinates were established by GPS observations
 EH1663.and adjusted by the National Geodetic Survey in April 2004..
 EH1663
 EH1663.The orthometric height was determined by GPS observations and a
 EH1663.high-resolution geoid model using precise GPS observation and
 EH1663.processing techniques. It supersedes the leveled height previously
 EH1663.determined for this station.
 EH1663.The vertical order pertains to the first NAVD 88 superseded value.
 EH1663
 EH1663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1663
 EH1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1663
 EH1663.The ellipsoidal height was determined by GPS observations
 EH1663.and is referenced to NAD 83.
 EH1663
 EH1663.The geoid height was determined by GEOID03.
 EH1663
 EH1663.The dynamic height is computed by dividing the NAVD 88
 EH1663.geopotential number by the normal gravity value computed on the
 EH1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1663.degrees latitude (g = 980.6199 gals.).
 EH1663
 EH1663.The modeled gravity was interpolated from observed gravity values.
 EH1663
 EH1663;                    North         East     Units Scale Factor Converg.
 EH1663;SPC AR S     -   599,509.269   442,146.117   MT  0.99994657   +0 15 24.3
 EH1663;SPC AR S     - 1,966,889.99  1,450,607.72   sFT  0.99994657   +0 15 24.3
 EH1663;UTM  15      - 3,814,636.448   633,978.938   MT  0.99982126   +0 49 32.2
 EH1663
 EH1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1663!SPC AR S     -   0.99999390  x   0.99994657  =   0.99994047
 EH1663!UTM  15      -   0.99999390  x   0.99982126  =   0.99981517
 EH1663
 EH1663                          SUPERSEDED SURVEY CONTROL
 EH1663
 EH1663  NAVD 88 (08/03/93)   65.381  (m)          214.50   (f) ADJUSTED    1 2
 EH1663  NAVD 88 (06/15/91)   65.417  (m)          214.62   (f) UNKNOWN     1 2
 EH1663  NGVD 29 (??/??/??)   65.423  (m)          214.64   (f) ADJUSTED    1 2
 EH1663
 EH1663.Superseded values are not recommended for survey control.
 EH1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1663.See file dsdata.txt to determine how the superseded data were derived.
 EH1663
 EH1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3397914636(NAD 83)
 EH1663_MARKER: DB = BENCH MARK DISK
 EH1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1663_STAMPING: F 113 1954
 EH1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1663+STABILITY: SURFACE MOTION
 EH1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1663+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 EH1663
 EH1663  HISTORY     - Date     Condition        Report By
 EH1663  HISTORY     - 1954     MONUMENTED       CGS
 EH1663  HISTORY     - 1981     GOOD             LOCSUR
 EH1663  HISTORY     - 20020405 GOOD             USACE
 EH1663
 EH1663                          STATION DESCRIPTION
 EH1663
 EH1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1663'2.1 MI S FROM STUTTGART.
 EH1663'0.5 MILES SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1663'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1663'HIGHWAYS 11 AND 30, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 11, 99
 EH1663'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STUCKEY SCHOOLHOUSE, 37
 EH1663'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTH OF THE
 EH1663'CENTER LINE OF AN EAST AND WEST ROAD, 16 FEET NORTHWEST OF A TELEPHONE
 EH1663'POLE, 1.5 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 EH1663'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1663
 EH1663                          STATION RECOVERY (1981)
 EH1663
 EH1663'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH1663'RECOVERED IN GOOD CONDITION.
 EH1663
 EH1663                          STATION RECOVERY (2002)
 EH1663
 EH1663'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2368 ***********************************************************************
 EH2368  DESIGNATION -  F 114
 EH2368  PID         -  EH2368
 EH2368  STATE/COUNTY-  AR/PRAIRIE
 EH2368  USGS QUAD   -  SLOVAK (1994)
 EH2368
 EH2368                         *CURRENT SURVEY CONTROL
 EH2368  ___________________________________________________________________
 EH2368* NAD 83(1986)-  34 40 12.     (N)    091 35 31.     (W)     SCALED    
 EH2368* NAVD 88     -        65.494  (meters)     214.87   (feet)  ADJUSTED  
 EH2368  ___________________________________________________________________
 EH2368  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH2368  DYNAMIC HT  -          65.432 (meters)     214.67  (feet)  COMP
 EH2368  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 EH2368
 EH2368  VERT ORDER  -  FIRST     CLASS II
 EH2368
 EH2368.The horizontal coordinates were scaled from a topographic map and have
 EH2368.an estimated accuracy of +/- 6 seconds.
 EH2368
 EH2368.The orthometric height was determined by differential leveling
 EH2368.and adjusted by the National Geodetic Survey in June 1991..
 EH2368
 EH2368.The geoid height was determined by GEOID03.
 EH2368
 EH2368.The dynamic height is computed by dividing the NAVD 88
 EH2368.geopotential number by the normal gravity value computed on the
 EH2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2368.degrees latitude (g = 980.6199 gals.).
 EH2368
 EH2368.The modeled gravity was interpolated from observed gravity values.
 EH2368
 EH2368;                    North         East    Units  Estimated Accuracy
 EH2368;SPC AR S     -   622,280.      437,400.      MT  (+/- 180 meters Scaled)
 EH2368
 EH2368                          SUPERSEDED SURVEY CONTROL
 EH2368
 EH2368  NGVD 29 (??/??/??)   65.516  (m)          214.95   (f) ADJUSTED    1 2
 EH2368
 EH2368.Superseded values are not recommended for survey control.
 EH2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2368.See file dsdata.txt to determine how the superseded data were derived.
 EH2368
 EH2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU290373(NAD 83)
 EH2368_MARKER: DB = BENCH MARK DISK
 EH2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2368_STAMPING: F 114 1954
 EH2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2368+STABILITY: SURFACE MOTION
 EH2368
 EH2368  HISTORY     - Date     Condition        Report By
 EH2368  HISTORY     - 1954     MONUMENTED       CGS
 EH2368
 EH2368                          STATION DESCRIPTION
 EH2368
 EH2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2368'2.5 MI NW FROM SLOVAC.
 EH2368'1.0 MILE WEST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL AT
 EH2368'SLOVAC, THENCE 1.5 MILES NORTH ALONG A GRAVELED ROAD, 35 FEET WEST OF
 EH2368'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34 FEET NORTH OF THE CENTER
 EH2368'LINE OF AN EAST AND WEST ROAD, 22 FEET NORTH OF THE NORTHWEST CORNER
 EH2368'OF A SMALL WOODEN BRIDGE, 5 FEET NORTHWEST OF A POWER POLE, 2 FEET
 EH2368'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH2368'PROJECTS 0.4 FOOT ABOVE GHE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1407 ***********************************************************************
 EH1407  DESIGNATION -  F 115
 EH1407  PID         -  EH1407
 EH1407  STATE/COUNTY-  AR/ARKANSAS
 EH1407  USGS QUAD   -  ALMYRA (1968)
 EH1407
 EH1407                         *CURRENT SURVEY CONTROL
 EH1407  ___________________________________________________________________
 EH1407* NAD 83(1986)-  34 25 00.     (N)    091 27 53.     (W)     SCALED    
 EH1407* NAVD 88     -        63.513  (meters)     208.38   (feet)  ADJUSTED  
 EH1407  ___________________________________________________________________
 EH1407  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH1407  DYNAMIC HT  -          63.452 (meters)     208.18  (feet)  COMP
 EH1407  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 EH1407
 EH1407  VERT ORDER  -  FIRST     CLASS II
 EH1407
 EH1407.This mark is at Almyra Airport (M73)
 EH1407
 EH1407.The horizontal coordinates were scaled from a topographic map and have
 EH1407.an estimated accuracy of +/- 6 seconds.
 EH1407
 EH1407.The orthometric height was determined by differential leveling
 EH1407.and adjusted by the National Geodetic Survey in August 1993..
 EH1407
 EH1407.The geoid height was determined by GEOID03.
 EH1407
 EH1407.The dynamic height is computed by dividing the NAVD 88
 EH1407.geopotential number by the normal gravity value computed on the
 EH1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1407.degrees latitude (g = 980.6199 gals.).
 EH1407
 EH1407.The modeled gravity was interpolated from observed gravity values.
 EH1407
 EH1407;                    North         East    Units  Estimated Accuracy
 EH1407;SPC AR S     -   594,230.      449,210.      MT  (+/- 180 meters Scaled)
 EH1407
 EH1407                          SUPERSEDED SURVEY CONTROL
 EH1407
 EH1407  NAVD 88 (06/15/91)   63.565  (m)          208.55   (f) UNKNOWN     1 2
 EH1407  NGVD 29 (??/??/??)   63.570  (m)          208.56   (f) ADJUSTED    1 2
 EH1407
 EH1407.Superseded values are not recommended for survey control.
 EH1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1407.See file dsdata.txt to determine how the superseded data were derived.
 EH1407
 EH1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU410094(NAD 83)
 EH1407_MARKER: DB = BENCH MARK DISK
 EH1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1407_STAMPING: F 115 1954
 EH1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1407+STABILITY: SURFACE MOTION
 EH1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1407+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 EH1407
 EH1407  HISTORY     - Date     Condition        Report By
 EH1407  HISTORY     - 1954     MONUMENTED       CGS
 EH1407  HISTORY     - 20030415 GOOD             USACE
 EH1407
 EH1407                          STATION DESCRIPTION
 EH1407
 EH1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1407'3.9 MI W FROM ALMYRA.
 EH1407'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1407'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 30, THENCE 2.8 MILES WEST
 EH1407'ALONG A GRAVELED ROAD, 107 FEET NORTH OF THE NORTHWEST CORNER OF THE
 EH1407'NORTH HANGAR AT THE ALMYRA AIRPORT, 46 FEET SOUTH OF THE CENTER LINE
 EH1407'OF AN EAST AND WEST ROAD, 25 FEET EAST OF THE CENTER OF THE ENTRANCE
 EH1407'TO THE AIRPORT, 1.3 FEET SOUTH OF A FENCE, 9 FEET WEST OF A WITNESS
 EH1407'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 EH1407'THE GROUND.
 EH1407
 EH1407                          STATION RECOVERY (2003)
 EH1407
 EH1407'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1632 ***********************************************************************
 EH1632  DESIGNATION -  F 116
 EH1632  PID         -  EH1632
 EH1632  STATE/COUNTY-  AR/ARKANSAS
 EH1632  USGS QUAD   -  LODGE CORNER (1968)
 EH1632
 EH1632                         *CURRENT SURVEY CONTROL
 EH1632  ___________________________________________________________________
 EH1632* NAD 83(1986)-  34 17 52.     (N)    091 30 38.     (W)     SCALED    
 EH1632* NAVD 88     -        58.666  (meters)     192.47   (feet)  ADJUSTED  
 EH1632  ___________________________________________________________________
 EH1632  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EH1632  DYNAMIC HT  -          58.609 (meters)     192.29  (feet)  COMP
 EH1632  MODELED GRAV-     979,667.9   (mgal)                       NAVD 88
 EH1632
 EH1632  VERT ORDER  -  FIRST     CLASS II
 EH1632
 EH1632.The horizontal coordinates were scaled from a topographic map and have
 EH1632.an estimated accuracy of +/- 6 seconds.
 EH1632
 EH1632.The orthometric height was determined by differential leveling
 EH1632.and adjusted by the National Geodetic Survey in August 1993..
 EH1632
 EH1632.The geoid height was determined by GEOID03.
 EH1632
 EH1632.The dynamic height is computed by dividing the NAVD 88
 EH1632.geopotential number by the normal gravity value computed on the
 EH1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1632.degrees latitude (g = 980.6199 gals.).
 EH1632
 EH1632.The modeled gravity was interpolated from observed gravity values.
 EH1632
 EH1632;                    North         East    Units  Estimated Accuracy
 EH1632;SPC AR S     -   581,020.      445,060.      MT  (+/- 180 meters Scaled)
 EH1632
 EH1632                          SUPERSEDED SURVEY CONTROL
 EH1632
 EH1632  NAVD 88 (06/15/91)   58.719  (m)          192.65   (f) UNKNOWN     1 2
 EH1632  NGVD 29 (??/??/??)   58.735  (m)          192.70   (f) ADJUSTED    1 2
 EH1632
 EH1632.Superseded values are not recommended for survey control.
 EH1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1632.See file dsdata.txt to determine how the superseded data were derived.
 EH1632
 EH1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT370961(NAD 83)
 EH1632_MARKER: DB = BENCH MARK DISK
 EH1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1632_STAMPING: F 116 1954
 EH1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1632+STABILITY: SURFACE MOTION
 EH1632
 EH1632  HISTORY     - Date     Condition        Report By
 EH1632  HISTORY     - 1954     MONUMENTED       CGS
 EH1632  HISTORY     - 20030619 MARK NOT FOUND   USACE
 EH1632
 EH1632                          STATION DESCRIPTION
 EH1632
 EH1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1632'1.0 MI E FROM LODGE CORNER.
 EH1632'1.0 MILE EAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGE
 EH1632'CORNER, 42 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 30 FEET EAST OF
 EH1632'THE CENTER LINE OF A ROAD LEADING SOUTH, 5 FEET EAST OF A POWER POLE,
 EH1632'1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH1632'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1632
 EH1632                          STATION RECOVERY (2003)
 EH1632
 EH1632'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1310 ***********************************************************************
 EH1310  DESIGNATION -  F 117
 EH1310  PID         -  EH1310
 EH1310  STATE/COUNTY-  AR/ARKANSAS
 EH1310  USGS QUAD   -  ARKANSAS POST (1972)
 EH1310
 EH1310                         *CURRENT SURVEY CONTROL
 EH1310  ___________________________________________________________________
 EH1310* NAD 83(1986)-  34 05 23.     (N)    091 22 20.     (W)     SCALED    
 EH1310* NAVD 88     -        55.891  (meters)     183.37   (feet)  ADJUSTED  
 EH1310  ___________________________________________________________________
 EH1310  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH1310  DYNAMIC HT  -          55.836 (meters)     183.19  (feet)  COMP
 EH1310  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 EH1310
 EH1310  VERT ORDER  -  FIRST     CLASS II
 EH1310
 EH1310.The horizontal coordinates were scaled from a topographic map and have
 EH1310.an estimated accuracy of +/- 6 seconds.
 EH1310
 EH1310.The orthometric height was determined by differential leveling
 EH1310.and adjusted by the National Geodetic Survey in August 1993..
 EH1310.WARNING-Repeat measurements at this control monument indicate possible
 EH1310.vertical movement.
 EH1310
 EH1310.The geoid height was determined by GEOID03.
 EH1310
 EH1310.The dynamic height is computed by dividing the NAVD 88
 EH1310.geopotential number by the normal gravity value computed on the
 EH1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1310.degrees latitude (g = 980.6199 gals.).
 EH1310
 EH1310.The modeled gravity was interpolated from observed gravity values.
 EH1310
 EH1310;                    North         East    Units  Estimated Accuracy
 EH1310;SPC AR S     -   558,010.      457,930.      MT  (+/- 180 meters Scaled)
 EH1310
 EH1310                          SUPERSEDED SURVEY CONTROL
 EH1310
 EH1310  NAVD 88 (06/15/91)   55.882  (m)          183.34   (f) UNKNOWN     1 2
 EH1310  NGVD 29 (??/??/??)   55.944  (m)          183.54   (f) ADJUSTED    1 2
 EH1310
 EH1310.Superseded values are not recommended for survey control.
 EH1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1310.See file dsdata.txt to determine how the superseded data were derived.
 EH1310
 EH1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501733(NAD 83)
 EH1310_MARKER: DB = BENCH MARK DISK
 EH1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1310_STAMPING: F 117 1955
 EH1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1310+STABILITY: SURFACE MOTION
 EH1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1310+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003
 EH1310
 EH1310  HISTORY     - Date     Condition        Report By
 EH1310  HISTORY     - 1955     MONUMENTED       CGS
 EH1310  HISTORY     - 1976     GOOD             NGS
 EH1310  HISTORY     - 20030417 GOOD             USACE
 EH1310
 EH1310                          STATION DESCRIPTION
 EH1310
 EH1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1310'2.0 MI S FROM GILLETT.
 EH1310'2.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1310'SOUTHWESTERN RAILROAD STATION AT GILLETT, 73 FEET EAST OF THE CENTER
 EH1310'LINE OF THE HIGHWAY, 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EH1310'FARMHOUSE, 1.2 FEET SOUTH OF AN EAST AND WEST FENCE, 2 FEET EAST OF A
 EH1310'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 EH1310'FOOT ABOVE THE GROUND.
 EH1310
 EH1310                          STATION RECOVERY (1976)
 EH1310
 EH1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1310'RECOVERED IN GOOD CONDITION.
 EH1310
 EH1310                          STATION RECOVERY (2003)
 EH1310
 EH1310'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0848 ***********************************************************************
 DK0848  DESIGNATION -  F 118
 DK0848  PID         -  DK0848
 DK0848  STATE/COUNTY-  AR/DESHA
 DK0848  USGS QUAD   -  WATSON (1969)
 DK0848
 DK0848                         *CURRENT SURVEY CONTROL
 DK0848  ___________________________________________________________________
 DK0848* NAD 83(1986)-  33 54 41.     (N)    091 16 28.     (W)     SCALED    
 DK0848* NAVD 88     -        46.443  (meters)     152.37   (feet)  ADJUSTED  
 DK0848  ___________________________________________________________________
 DK0848  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK0848  DYNAMIC HT  -          46.397 (meters)     152.22  (feet)  COMP
 DK0848  MODELED GRAV-     979,637.7   (mgal)                       NAVD 88
 DK0848
 DK0848  VERT ORDER  -  FIRST     CLASS II
 DK0848
 DK0848.The horizontal coordinates were scaled from a topographic map and have
 DK0848.an estimated accuracy of +/- 6 seconds.
 DK0848
 DK0848.The orthometric height was determined by differential leveling
 DK0848.and adjusted by the National Geodetic Survey in June 1991..
 DK0848
 DK0848.The geoid height was determined by GEOID03.
 DK0848
 DK0848.The dynamic height is computed by dividing the NAVD 88
 DK0848.geopotential number by the normal gravity value computed on the
 DK0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0848.degrees latitude (g = 980.6199 gals.).
 DK0848
 DK0848.The modeled gravity was interpolated from observed gravity values.
 DK0848
 DK0848;                    North         East    Units  Estimated Accuracy
 DK0848;SPC AR S     -   538,290.      467,090.      MT  (+/- 180 meters Scaled)
 DK0848
 DK0848                          SUPERSEDED SURVEY CONTROL
 DK0848
 DK0848  NGVD 29 (??/??/??)   46.574  (m)          152.80   (f) ADJUSTED    1 2
 DK0848
 DK0848.Superseded values are not recommended for survey control.
 DK0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0848.See file dsdata.txt to determine how the superseded data were derived.
 DK0848
 DK0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT595536(NAD 83)
 DK0848_MARKER: DB = BENCH MARK DISK
 DK0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0848_STAMPING: F 118 1955
 DK0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0848+STABILITY: SURFACE MOTION
 DK0848
 DK0848  HISTORY     - Date     Condition        Report By
 DK0848  HISTORY     - 1955     MONUMENTED       CGS
 DK0848  HISTORY     - 1976     MARK NOT FOUND   NGS
 DK0848
 DK0848                          STATION DESCRIPTION
 DK0848
 DK0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0848'2.0 MI NW FROM WATSON.
 DK0848'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 DK0848'RAILROAD STATION AT WATSON, 79 FEET NORTH OF THE NORTHWEST CORNER OF A
 DK0848'HOUSE, 15 FEET SOUTHWEST OF THE WEST END OF A PIPE CULVERT UNDER A
 DK0848'PRIVATE DRIVEWAY, 44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 37
 DK0848'FEET SOUTHEAST OF THE EAST END OF A PIPE CULVERT UNDER A PRIVATE
 DK0848'DRIVEWAY, 20.5 FEET EAST OF A POWER POLE, 2 FEET EAST OF A WITNESS
 DK0848'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 DK0848'THE GROUND.
 DK0848
 DK0848                          STATION RECOVERY (1976)
 DK0848
 DK0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0132 ***********************************************************************
 DL0132  DESIGNATION -  F 12
 DL0132  PID         -  DL0132
 DL0132  STATE/COUNTY-  AR/UNION
 DL0132  USGS QUAD   -  MARAIS SALINE (1981)
 DL0132
 DL0132                         *CURRENT SURVEY CONTROL
 DL0132  ___________________________________________________________________
 DL0132* NAD 83(1986)-  33 09 03.     (N)    092 06 38.     (W)     SCALED    
 DL0132* NAVD 88     -        28.776  (meters)      94.41   (feet)  ADJUSTED  
 DL0132  ___________________________________________________________________
 DL0132  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DL0132  DYNAMIC HT  -          28.745 (meters)      94.31  (feet)  COMP
 DL0132  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DL0132
 DL0132  VERT ORDER  -  FIRST     CLASS II
 DL0132
 DL0132.The horizontal coordinates were scaled from a topographic map and have
 DL0132.an estimated accuracy of +/- 6 seconds.
 DL0132
 DL0132.The orthometric height was determined by differential leveling
 DL0132.and adjusted by the National Geodetic Survey in June 1991..
 DL0132
 DL0132.The geoid height was determined by GEOID03.
 DL0132
 DL0132.The dynamic height is computed by dividing the NAVD 88
 DL0132.geopotential number by the normal gravity value computed on the
 DL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0132.degrees latitude (g = 980.6199 gals.).
 DL0132
 DL0132.The modeled gravity was interpolated from observed gravity values.
 DL0132
 DL0132;                    North         East    Units  Estimated Accuracy
 DL0132;SPC AR S     -   453,710.      389,690.      MT  (+/- 180 meters Scaled)
 DL0132
 DL0132                          SUPERSEDED SURVEY CONTROL
 DL0132
 DL0132  NGVD 29 (??/??/92)   28.833  (m)           94.60   (f) ADJ UNCH    1 2
 DL0132
 DL0132.Superseded values are not recommended for survey control.
 DL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0132.See file dsdata.txt to determine how the superseded data were derived.
 DL0132
 DL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS829683(NAD 83)
 DL0132_MARKER: DB = BENCH MARK DISK
 DL0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0132_SP_SET: BRIDGE
 DL0132_STAMPING: F 12 1932 94.596
 DL0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0132
 DL0132  HISTORY     - Date     Condition        Report By
 DL0132  HISTORY     - 1932     MONUMENTED       CGS
 DL0132  HISTORY     - 1960     GOOD             NGS
 DL0132  HISTORY     - 1964     GOOD             NGS
 DL0132
 DL0132                          STATION DESCRIPTION
 DL0132
 DL0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0132'13.5 MI NE FROM FELSENTHAL.
 DL0132'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0132'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 6.1
 DL0132'MILES EAST ALONG U. S. HIGHWAY 82, AT THE WEST END OF THE CONCRETE
 DL0132'APPROACH TO THE STEEL BRIDGE OVER THE OUACHITA RIVER, 15 FEET NORTH OF
 DL0132'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE CONCRETE CURB OF THE
 DL0132'BRIDGE, 22 FEET EAST-SOUTHEAST OF THE WEST-NORTHWEST END OF A CONCRETE
 DL0132'WING WALL, AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 DL0132
 DL0132                          STATION RECOVERY (1964)
 DL0132
 DL0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0623 ***********************************************************************
 DL0623  DESIGNATION -  F 120
 DL0623  PID         -  DL0623
 DL0623  STATE/COUNTY-  AR/COLUMBIA
 DL0623  USGS QUAD   -  MAGNOLIA (1968)
 DL0623
 DL0623                         *CURRENT SURVEY CONTROL
 DL0623  ___________________________________________________________________
 DL0623* NAD 83(1986)-  33 18 13.     (N)    093 14 36.     (W)     SCALED    
 DL0623* NAVD 88     -        93.523  (meters)     306.83   (feet)  POSTED    
 DL0623  ___________________________________________________________________
 DL0623  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0623  DYNAMIC HT  -          93.420 (meters)     306.50  (feet)  COMP
 DL0623  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DL0623
 DL0623  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DL0623
 DL0623.The horizontal coordinates were scaled from a topographic map and have
 DL0623.an estimated accuracy of +/- 6 seconds.
 DL0623
 DL0623.The orthometric height was determined by differential leveling
 DL0623.and adjusted by the National Geodetic Survey in 1992..
 DL0623.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DL0623.rate greater than 8.0 mm/km.
 DL0623
 DL0623.The geoid height was determined by GEOID03.
 DL0623
 DL0623.The dynamic height is computed by dividing the NAVD 88
 DL0623.geopotential number by the normal gravity value computed on the
 DL0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0623.degrees latitude (g = 980.6199 gals.).
 DL0623
 DL0623.The modeled gravity was interpolated from observed gravity values.
 DL0623
 DL0623;                    North         East    Units  Estimated Accuracy
 DL0623;SPC AR S     -   471,350.      284,210.      MT  (+/- 180 meters Scaled)
 DL0623
 DL0623                          SUPERSEDED SURVEY CONTROL
 DL0623
 DL0623  NGVD 29 (??/??/92)   93.53   (m)          306.9    (f) COMPUTED    2 0
 DL0623
 DL0623.Superseded values are not recommended for survey control.
 DL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0623.See file dsdata.txt to determine how the superseded data were derived.
 DL0623
 DL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS773849(NAD 83)
 DL0623_MARKER: DB = BENCH MARK DISK
 DL0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0623_STAMPING: F 120 1934
 DL0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0623+STABILITY: SURFACE MOTION
 DL0623
 DL0623  HISTORY     - Date     Condition        Report By
 DL0623  HISTORY     - 1934     MONUMENTED       CGS
 DL0623  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0623
 DL0623                          STATION DESCRIPTION
 DL0623
 DL0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0623'2.4 MI NE FROM MAGNOLIA.
 DL0623'2.4 MILES NORTHEAST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0623'MAGNOLIA, COLUMBIA COUNTY, 175 YARDS NORTHWEST OF MILEPOST 4, AT A
 DL0623'ROAD CROSSING, 33 FEET WEST OF THE ROAD, AND 24 FEET SOUTHWEST OF THE
 DL0623'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 120 1934 AND SET
 DL0623'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0679 ***********************************************************************
 DL0679  DESIGNATION -  F 121
 DL0679  PID         -  DL0679
 DL0679  STATE/COUNTY-  AR/COLUMBIA
 DL0679  USGS QUAD   -  VILLAGE (1966)
 DL0679
 DL0679                         *CURRENT SURVEY CONTROL
 DL0679  ___________________________________________________________________
 DL0679* NAD 83(1986)-  33 15 47.     (N)    093 02 45.     (W)     SCALED    
 DL0679* NAVD 88     -        81.271  (meters)     266.64   (feet)  ADJUSTED  
 DL0679  ___________________________________________________________________
 DL0679  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DL0679  DYNAMIC HT  -          81.184 (meters)     266.35  (feet)  COMP
 DL0679  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DL0679
 DL0679  VERT ORDER  -  SECOND    CLASS 0
 DL0679
 DL0679.The horizontal coordinates were scaled from a topographic map and have
 DL0679.an estimated accuracy of +/- 6 seconds.
 DL0679
 DL0679.The orthometric height was determined by differential leveling
 DL0679.and adjusted by the National Geodetic Survey in June 1991..
 DL0679
 DL0679.The geoid height was determined by GEOID03.
 DL0679
 DL0679.The dynamic height is computed by dividing the NAVD 88
 DL0679.geopotential number by the normal gravity value computed on the
 DL0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0679.degrees latitude (g = 980.6199 gals.).
 DL0679
 DL0679.The modeled gravity was interpolated from observed gravity values.
 DL0679
 DL0679;                    North         East    Units  Estimated Accuracy
 DL0679;SPC AR S     -   466,650.      302,560.      MT  (+/- 180 meters Scaled)
 DL0679
 DL0679                          SUPERSEDED SURVEY CONTROL
 DL0679
 DL0679  NGVD 29 (??/??/92)   81.316  (m)          266.78   (f) ADJ UNCH    2 0
 DL0679
 DL0679.Superseded values are not recommended for survey control.
 DL0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0679.See file dsdata.txt to determine how the superseded data were derived.
 DL0679
 DL0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS957804(NAD 83)
 DL0679_MARKER: DB = BENCH MARK DISK
 DL0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0679_STAMPING: F 121 1934
 DL0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0679+STABILITY: SURFACE MOTION
 DL0679
 DL0679  HISTORY     - Date     Condition        Report By
 DL0679  HISTORY     - 1934     MONUMENTED       CGS
 DL0679  HISTORY     - 1964     GOOD             NGS
 DL0679  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0679
 DL0679                          STATION DESCRIPTION
 DL0679
 DL0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0679'0.5 MI E FROM VILLAGE.
 DL0679'0.5 MILE EAST ALONG A SURFACED ROAD (OLD U.S. 82) FROM VILLAGE, ABOUT
 DL0679'175 YARDS WEST OF A WOODEN BRIDGE, 50 FEET NORTH OF THE CENTERLINE OF
 DL0679'SURFACED ROAD AND SLIGHTLY EAST OF A POINT ACROSS THE ROAD FROM TWO
 DL0679'OIL STORAGE TANKS.
 DL0679
 DL0679                          STATION RECOVERY (1966)
 DL0679
 DL0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DL0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0288 ***********************************************************************
 DL0288  DESIGNATION -  F 122
 DL0288  PID         -  DL0288
 DL0288  STATE/COUNTY-  AR/UNION
 DL0288  USGS QUAD   -  JUNCTION CITY (1981)
 DL0288
 DL0288                         *CURRENT SURVEY CONTROL
 DL0288  ___________________________________________________________________
 DL0288* NAD 83(1986)-  33 04 05.     (N)    092 43 35.     (W)     SCALED    
 DL0288* NAVD 88     -        42.188  (meters)     138.41   (feet)  ADJUSTED  
 DL0288  ___________________________________________________________________
 DL0288  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0288  DYNAMIC HT  -          42.142 (meters)     138.26  (feet)  COMP
 DL0288  MODELED GRAV-     979,545.1   (mgal)                       NAVD 88
 DL0288
 DL0288  VERT ORDER  -  SECOND    CLASS 0
 DL0288
 DL0288.The horizontal coordinates were scaled from a topographic map and have
 DL0288.an estimated accuracy of +/- 6 seconds.
 DL0288
 DL0288.The orthometric height was determined by differential leveling
 DL0288.and adjusted by the National Geodetic Survey in June 1991..
 DL0288
 DL0288.The geoid height was determined by GEOID03.
 DL0288
 DL0288.The dynamic height is computed by dividing the NAVD 88
 DL0288.geopotential number by the normal gravity value computed on the
 DL0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0288.degrees latitude (g = 980.6199 gals.).
 DL0288
 DL0288.The modeled gravity was interpolated from observed gravity values.
 DL0288
 DL0288;                    North         East    Units  Estimated Accuracy
 DL0288;SPC AR S     -   444,760.      332,170.      MT  (+/- 180 meters Scaled)
 DL0288
 DL0288                          SUPERSEDED SURVEY CONTROL
 DL0288
 DL0288  NGVD 29 (??/??/92)   42.285  (m)          138.73   (f) ADJ UNCH    2 0
 DL0288
 DL0288.Superseded values are not recommended for survey control.
 DL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0288.See file dsdata.txt to determine how the superseded data were derived.
 DL0288
 DL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS255588(NAD 83)
 DL0288_MARKER: DB = BENCH MARK DISK
 DL0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0288_STAMPING: F 122 1934
 DL0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0288+STABILITY: SURFACE MOTION
 DL0288
 DL0288  HISTORY     - Date     Condition        Report By
 DL0288  HISTORY     - 1934     MONUMENTED       CGS
 DL0288  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0288  HISTORY     - 1978     MARK NOT FOUND   USGS
 DL0288
 DL0288                          STATION DESCRIPTION
 DL0288
 DL0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0288'3.9 MI N FROM JUNCTION CITY.
 DL0288'3.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 DL0288'FROM JUNCTION CITY, UNION COUNTY, ABOUT 100 YARDS NORTH OF THE STATION
 DL0288'SIGNBOARD AT CORNIE, AT THE CORNIE PUMP STATION, AND 98 FEET WEST OF
 DL0288'THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 122
 DL0288'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE CORNIE STATION
 DL0288'SIGN WAS GONE AND IT WAS DIFFICULT TO DETERMINE WHERE TO SEARCH FOR
 DL0288'THE MARK.
 DL0288
 DL0288                          STATION RECOVERY (1978)
 DL0288
 DL0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DL0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0210 ***********************************************************************
 FH0210  DESIGNATION -  F 124
 FH0210  PID         -  FH0210
 FH0210  STATE/COUNTY-  AR/SEBASTIAN
 FH0210  USGS QUAD   -  BARLING (1987)
 FH0210
 FH0210                         *CURRENT SURVEY CONTROL
 FH0210  ___________________________________________________________________
 FH0210* NAD 83(1986)-  35 20 18.     (N)    094 21 35.     (W)     SCALED    
 FH0210* NAVD 88     -       131.541  (meters)     431.56   (feet)  ADJUSTED  
 FH0210  ___________________________________________________________________
 FH0210  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FH0210  DYNAMIC HT  -         131.417 (meters)     431.16  (feet)  COMP
 FH0210  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 FH0210
 FH0210  VERT ORDER  -  SECOND    CLASS 0
 FH0210
 FH0210.This mark is at Fort Smith Airport (FSM)
 FH0210
 FH0210.The horizontal coordinates were scaled from a topographic map and have
 FH0210.an estimated accuracy of +/- 6 seconds.
 FH0210
 FH0210.The orthometric height was determined by differential leveling
 FH0210.and adjusted by the National Geodetic Survey in June 1991..
 FH0210
 FH0210.The geoid height was determined by GEOID03.
 FH0210
 FH0210.The dynamic height is computed by dividing the NAVD 88
 FH0210.geopotential number by the normal gravity value computed on the
 FH0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0210.degrees latitude (g = 980.6199 gals.).
 FH0210
 FH0210.The modeled gravity was interpolated from observed gravity values.
 FH0210
 FH0210;                    North         East    Units  Estimated Accuracy
 FH0210;SPC AR N     -   114,070.      185,510.      MT  (+/- 180 meters Scaled)
 FH0210
 FH0210                          SUPERSEDED SURVEY CONTROL
 FH0210
 FH0210  NGVD 29 (??/??/92)  131.439  (m)          431.23   (f) ADJ UNCH    2 0
 FH0210
 FH0210.Superseded values are not recommended for survey control.
 FH0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0210.See file dsdata.txt to determine how the superseded data were derived.
 FH0210
 FH0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV764114(NAD 83)
 FH0210_MARKER: DB = BENCH MARK DISK
 FH0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0210_SP_SET: CULVERT
 FH0210_STAMPING: F 124 1955
 FH0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0210
 FH0210  HISTORY     - Date     Condition        Report By
 FH0210  HISTORY     - 1955     MONUMENTED       CGS
 FH0210  HISTORY     - 1972     GOOD             NGS
 FH0210  HISTORY     - 1978     GOOD             NGS
 FH0210  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0210
 FH0210                          STATION DESCRIPTION
 FH0210
 FH0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FH0210'AT FORT SMITH MUNICIPAL AIRPORT.
 FH0210'IN THE NE CORNER OF FORT SMITH MUNICIPAL AIRPORT, 0.53 MILE EAST
 FH0210'OF THE TERMINAL BLDG., 1680 FT. NW OF THE EAST END OF THE
 FH0210'EAST-WEST RUNWAY, 205 FT. NORTH OF THE NORTH EDGE OF THE EAST-WEST
 FH0210'TAXIWAY, 204 FT. EAST OF THE SOUTH END OF A DIRT LEVEE.  A STANDARD
 FH0210'DISK SET IN A DRILL HOLE IN THE WEST END OF THE NORTH HEAD WALL
 FH0210'OF A CULVERT, STAMPED F 124 1955.
 FH0210
 FH0210                          STATION RECOVERY (1978)
 FH0210
 FH0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FH0210'RECOVERED IN GOOD CONDITION.
 FH0210
 FH0210                          STATION RECOVERY (1984)
 FH0210
 FH0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0210'SEARCHED FOR BUT NOT RECOVERED, THE DESCRIPTION WAS NOT COMPLETE
 FH0210'ENOUGH FOR AN EXTENSIVE SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0685 ***********************************************************************
 FG0685  DESIGNATION -  F 125
 FG0685  PID         -  FG0685
 FG0685  STATE/COUNTY-  AR/VAN BUREN
 FG0685  USGS QUAD   -  ALREAD (1965)
 FG0685
 FG0685                         *CURRENT SURVEY CONTROL
 FG0685  ___________________________________________________________________
 FG0685* NAD 83(1986)-  35 38 38.     (N)    092 43 49.     (W)     SCALED    
 FG0685* NAVD 88     -       489.907  (meters)    1607.30   (feet)  ADJUSTED  
 FG0685  ___________________________________________________________________
 FG0685  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0685  DYNAMIC HT  -         489.437 (meters)    1605.76  (feet)  COMP
 FG0685  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 FG0685
 FG0685  VERT ORDER  -  SECOND    CLASS 0
 FG0685
 FG0685.The horizontal coordinates were scaled from a topographic map and have
 FG0685.an estimated accuracy of +/- 6 seconds.
 FG0685
 FG0685.The orthometric height was determined by differential leveling
 FG0685.and adjusted by the National Geodetic Survey in June 1991..
 FG0685
 FG0685.The geoid height was determined by GEOID03.
 FG0685
 FG0685.The dynamic height is computed by dividing the NAVD 88
 FG0685.geopotential number by the normal gravity value computed on the
 FG0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0685.degrees latitude (g = 980.6199 gals.).
 FG0685
 FG0685.The modeled gravity was interpolated from observed gravity values.
 FG0685
 FG0685;                    North         East    Units  Estimated Accuracy
 FG0685;SPC AR N     -   145,640.      333,870.      MT  (+/- 180 meters Scaled)
 FG0685
 FG0685                          SUPERSEDED SURVEY CONTROL
 FG0685
 FG0685  NGVD 29 (??/??/92)  489.833  (m)         1607.06   (f) ADJ UNCH    2 0
 FG0685
 FG0685.Superseded values are not recommended for survey control.
 FG0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0685.See file dsdata.txt to determine how the superseded data were derived.
 FG0685
 FG0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV244444(NAD 83)
 FG0685_MARKER: DB = BENCH MARK DISK
 FG0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0685_STAMPING: F 125 1935
 FG0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0685+STABILITY: SURFACE MOTION
 FG0685
 FG0685  HISTORY     - Date     Condition        Report By
 FG0685  HISTORY     - 1935     MONUMENTED       CGS
 FG0685  HISTORY     - 1939     GOOD             NGS
 FG0685
 FG0685                          STATION DESCRIPTION
 FG0685
 FG0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0685'11 MI NE FROM LOST CORNER.
 FG0685'IN VAN BUREN COUNTY, 11 MILES NORTHEAST ALONG THE ALREAD ROAD FROM THE
 FG0685'JUNCTION OF THE OAK MOUNTAIN ROAD AT LOST CORNER, POPE COUNTY, 2.6
 FG0685'MILES WEST ALONG THE LOST CORNER ROAD FROM THE POST OFFICE AT RUPERT,
 FG0685'150 FEET WEST OF THE NORTHWEST CORNER OF THE LAWSON JONES FARMHOUSE,
 FG0685'36 FEET WEST OF THE CENTERLINE OF THE LOST CORNER ROAD, 4 FEET
 FG0685'NORTHWEST OF THE SOUTHEAST FENCE CORNER, AND 1 FOOT EAST OF A FENCE. A
 FG0685'STANDARD DISK, STAMPED F 125 1935 AND SET IN THE TOP OF A CONCRETE
 FG0685'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0761 ***********************************************************************
 FG0761  DESIGNATION -  F 126
 FG0761  PID         -  FG0761
 FG0761  STATE/COUNTY-  AR/POPE
 FG0761  USGS QUAD   -  SIMPSON (1980)
 FG0761
 FG0761                         *CURRENT SURVEY CONTROL
 FG0761  ___________________________________________________________________
 FG0761* NAD 83(1986)-  35 31 53.     (N)    093 02 27.     (W)     SCALED    
 FG0761* NAVD 88     -       171.937  (meters)     564.10   (feet)  ADJUSTED  
 FG0761  ___________________________________________________________________
 FG0761  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FG0761  DYNAMIC HT  -         171.772 (meters)     563.56  (feet)  COMP
 FG0761  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 FG0761
 FG0761  VERT ORDER  -  SECOND    CLASS 0
 FG0761
 FG0761.The horizontal coordinates were scaled from a topographic map and have
 FG0761.an estimated accuracy of +/- 6 seconds.
 FG0761
 FG0761.The orthometric height was determined by differential leveling
 FG0761.and adjusted by the National Geodetic Survey in June 1991..
 FG0761
 FG0761.The geoid height was determined by GEOID03.
 FG0761
 FG0761.The dynamic height is computed by dividing the NAVD 88
 FG0761.geopotential number by the normal gravity value computed on the
 FG0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0761.degrees latitude (g = 980.6199 gals.).
 FG0761
 FG0761.The modeled gravity was interpolated from observed gravity values.
 FG0761
 FG0761;                    North         East    Units  Estimated Accuracy
 FG0761;SPC AR N     -   133,410.      305,610.      MT  (+/- 180 meters Scaled)
 FG0761
 FG0761                          SUPERSEDED SURVEY CONTROL
 FG0761
 FG0761  NGVD 29 (??/??/92)  171.884  (m)          563.92   (f) ADJ UNCH    2 0
 FG0761
 FG0761.Superseded values are not recommended for survey control.
 FG0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0761.See file dsdata.txt to determine how the superseded data were derived.
 FG0761
 FG0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV962319(NAD 83)
 FG0761_MARKER: DB = BENCH MARK DISK
 FG0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0761_STAMPING: F 126 1935
 FG0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0761+STABILITY: SURFACE MOTION
 FG0761
 FG0761  HISTORY     - Date     Condition        Report By
 FG0761  HISTORY     - 1935     MONUMENTED       CGS
 FG0761
 FG0761                          STATION DESCRIPTION
 FG0761
 FG0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0761'IN TAG.
 FG0761'AT TAG, POPE COUNTY, 46 FEET SOUTHEAST OF THE EAST CORNER OF THE POST
 FG0761'OFFICE, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD RUNNING IN
 FG0761'FRONT OF THE POST OFFICE, 1 FOOT NORTHWEST OF A FENCE AROUND THE M. E.
 FG0761'BAKER FIELD.  A STANDARD DISK, STAMPED F 126 1935 AND SET IN THE TOP
 FG0761'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1048 ***********************************************************************
 FG1048  DESIGNATION -  F 127
 FG1048  PID         -  FG1048
 FG1048  STATE/COUNTY-  AR/JOHNSON
 FG1048  USGS QUAD   -  KNOXVILLE (1993)
 FG1048
 FG1048                         *CURRENT SURVEY CONTROL
 FG1048  ___________________________________________________________________
 FG1048* NAD 83(1986)-  35 25 44.     (N)    093 18 12.     (W)     SCALED    
 FG1048* NAVD 88     -       172.257  (meters)     565.15   (feet)  POSTED    
 FG1048  ___________________________________________________________________
 FG1048  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FG1048  DYNAMIC HT  -         172.100 (meters)     564.63  (feet)  COMP
 FG1048  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FG1048
 FG1048  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG1048
 FG1048.The horizontal coordinates were scaled from a topographic map and have
 FG1048.an estimated accuracy of +/- 6 seconds.
 FG1048
 FG1048.The orthometric height was determined by differential leveling
 FG1048.and adjusted by the National Geodetic Survey in 1992..
 FG1048.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG1048.rate of 2.1 thru 3.0 mm/km.
 FG1048
 FG1048.The geoid height was determined by GEOID03.
 FG1048
 FG1048.The dynamic height is computed by dividing the NAVD 88
 FG1048.geopotential number by the normal gravity value computed on the
 FG1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1048.degrees latitude (g = 980.6199 gals.).
 FG1048
 FG1048.The modeled gravity was interpolated from observed gravity values.
 FG1048
 FG1048;                    North         East    Units  Estimated Accuracy
 FG1048;SPC AR N     -   122,330.      281,660.      MT  (+/- 180 meters Scaled)
 FG1048
 FG1048                          SUPERSEDED SURVEY CONTROL
 FG1048
 FG1048  NGVD 29 (??/??/92)  172.243  (m)          565.10   (f) ADJ UNCH    2 0
 FG1048
 FG1048.Superseded values are not recommended for survey control.
 FG1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1048.See file dsdata.txt to determine how the superseded data were derived.
 FG1048
 FG1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV724206(NAD 83)
 FG1048_MARKER: DB = BENCH MARK DISK
 FG1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1048_STAMPING: F-127 1935
 FG1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1048+STABILITY: SURFACE MOTION
 FG1048
 FG1048  HISTORY     - Date     Condition        Report By
 FG1048  HISTORY     - 1935     MONUMENTED       CGS
 FG1048  HISTORY     - 1984     GOOD             NGS
 FG1048
 FG1048                          STATION DESCRIPTION
 FG1048
 FG1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1048'3.9 MI W FROM AUGSBURG.
 FG1048'3.9 MILES WEST OF, ALONG LAMAR-DOVER ROAD, FROM LUTHERN CHURCH.  56
 FG1048'FEET NORTH OF NORTHWEST CORNER OF J.W. RYE FARM HOUSE, 26.6 FEET WEST
 FG1048'OF CENTERLINE OF GATEWAY FOR WALK.  26 FEET SOUTH OF CENTERLINE OF
 FG1048'LAMAR-DOVER ROAD.  10 FEET EAST OF CENTERLINE OF DRIVEWAY INTO J.W.
 FG1048'RYE FARM.  4.6 FEET EAST OF NORTHWEST FRONT YARD FENCE CORNER. 1.2
 FG1048'FEET NORTH OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 FG1048
 FG1048                          STATION RECOVERY (1984)
 FG1048
 FG1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0877 ***********************************************************************
 FG0877  DESIGNATION -  F 128
 FG0877  PID         -  FG0877
 FG0877  STATE/COUNTY-  AR/POPE
 FG0877  USGS QUAD   -  ROSETTA (1980)
 FG0877
 FG0877                         *CURRENT SURVEY CONTROL
 FG0877  ___________________________________________________________________
 FG0877* NAD 83(1986)-  35 39 24.     (N)    093 19 10.     (W)     SCALED    
 FG0877* NAVD 88     -       499.909  (meters)    1640.12   (feet)  ADJUSTED  
 FG0877  ___________________________________________________________________
 FG0877  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FG0877  DYNAMIC HT  -         499.443 (meters)    1638.59  (feet)  COMP
 FG0877  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 FG0877
 FG0877  VERT ORDER  -  SECOND    CLASS 0
 FG0877
 FG0877.The horizontal coordinates were scaled from a topographic map and have
 FG0877.an estimated accuracy of +/- 6 seconds.
 FG0877
 FG0877.The orthometric height was determined by differential leveling
 FG0877.and adjusted by the National Geodetic Survey in June 1991..
 FG0877
 FG0877.The geoid height was determined by GEOID03.
 FG0877
 FG0877.The dynamic height is computed by dividing the NAVD 88
 FG0877.geopotential number by the normal gravity value computed on the
 FG0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0877.degrees latitude (g = 980.6199 gals.).
 FG0877
 FG0877.The modeled gravity was interpolated from observed gravity values.
 FG0877
 FG0877;                    North         East    Units  Estimated Accuracy
 FG0877;SPC AR N     -   147,610.      280,530.      MT  (+/- 180 meters Scaled)
 FG0877
 FG0877                          SUPERSEDED SURVEY CONTROL
 FG0877
 FG0877  NGVD 29 (??/??/92)  499.864  (m)         1639.97   (f) ADJ UNCH    2 0
 FG0877
 FG0877.Superseded values are not recommended for survey control.
 FG0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0877.See file dsdata.txt to determine how the superseded data were derived.
 FG0877
 FG0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV710459(NAD 83)
 FG0877_MARKER: DB = BENCH MARK DISK
 FG0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0877_STAMPING: F-128 1935
 FG0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0877+STABILITY: SURFACE MOTION
 FG0877
 FG0877  HISTORY     - Date     Condition        Report By
 FG0877  HISTORY     - 1935     MONUMENTED       CGS
 FG0877
 FG0877                          STATION DESCRIPTION
 FG0877
 FG0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0877'5.9 MI SE FROM ROSETTA.
 FG0877'5.9 MILES SOUTHEAST OF, ALONG ROSETTA ROAD, FROM POST OFFICE.  AT CAMP
 FG0877'GROUND AT INSIDE OF LOWER LOOP OF SHARP S TURN.  47 FEET SOUTHEAST OF
 FG0877'CENTERLINE OF ROSETTA ROAD.  43 FEET SOUTHEAST OF M.P. 2. TABLET SET
 FG0877'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0375 ***********************************************************************
 GF0375  DESIGNATION -  F 130
 GF0375  PID         -  GF0375
 GF0375  STATE/COUNTY-  AR/NEWTON
 GF0375  USGS QUAD   -  HASTY (1967)
 GF0375
 GF0375                         *CURRENT SURVEY CONTROL
 GF0375  ___________________________________________________________________
 GF0375* NAD 83(1986)-  36 02 27.     (N)    093 00 58.     (W)     SCALED    
 GF0375* NAVD 88     -       399.259  (meters)    1309.90   (feet)  ADJUSTED  
 GF0375  ___________________________________________________________________
 GF0375  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GF0375  DYNAMIC HT  -         398.896 (meters)    1308.71  (feet)  COMP
 GF0375  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 GF0375
 GF0375  VERT ORDER  -  SECOND    CLASS 0
 GF0375
 GF0375.The horizontal coordinates were scaled from a topographic map and have
 GF0375.an estimated accuracy of +/- 6 seconds.
 GF0375
 GF0375.The orthometric height was determined by differential leveling
 GF0375.and adjusted by the National Geodetic Survey in June 1991..
 GF0375
 GF0375.The geoid height was determined by GEOID03.
 GF0375
 GF0375.The dynamic height is computed by dividing the NAVD 88
 GF0375.geopotential number by the normal gravity value computed on the
 GF0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0375.degrees latitude (g = 980.6199 gals.).
 GF0375
 GF0375.The modeled gravity was interpolated from observed gravity values.
 GF0375
 GF0375;                    North         East    Units  Estimated Accuracy
 GF0375;SPC AR N     -   189,910.      308,440.      MT  (+/- 180 meters Scaled)
 GF0375
 GF0375                          SUPERSEDED SURVEY CONTROL
 GF0375
 GF0375  NGVD 29 (??/??/92)  399.147  (m)         1309.53   (f) ADJ UNCH    2 0
 GF0375
 GF0375.Superseded values are not recommended for survey control.
 GF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0375.See file dsdata.txt to determine how the superseded data were derived.
 GF0375
 GF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV985884(NAD 83)
 GF0375_MARKER: DB = BENCH MARK DISK
 GF0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0375_STAMPING: F 130 1935
 GF0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0375+STABILITY: SURFACE MOTION
 GF0375
 GF0375  HISTORY     - Date     Condition        Report By
 GF0375  HISTORY     - 1935     MONUMENTED       CGS
 GF0375  HISTORY     - 1966     MARK NOT FOUND   USGS
 GF0375
 GF0375                          STATION DESCRIPTION
 GF0375
 GF0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0375'2.2 MI S FROM YARDELLE.
 GF0375'2.2 MILES SOUTH ALONG STATE HIGHWAY 103 FROM THE JUNCTION AT
 GF0375'YARDELLE, NEWTON COUNTY, 0.3 MILE FROM A FARMHOUSE ON EITHER
 GF0375'SIDE OF THE HIGHWAY, AT THE SOUTHWEST END OF A SHARP CURVE, 26
 GF0375'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET SOUTHWEST
 GF0375'OF THE CENTERLINE OF A DIM ROAD LEADING EAST, AND 10 FEET
 GF0375'NORTHWEST OF A 24-INCH OAK STUMP 2 FEET HIGH.  A STANDARD DISK,
 GF0375'STAMPED F 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0375
 GF0375                          STATION RECOVERY (1966)
 GF0375
 GF0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GF0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0175 ***********************************************************************
 EK0175  DESIGNATION -  F 132
 EK0175  PID         -  EK0175
 EK0175  STATE/COUNTY-  AR/HOWARD
 EK0175  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0175
 EK0175                         *CURRENT SURVEY CONTROL
 EK0175  ___________________________________________________________________
 EK0175* NAD 83(1986)-  34 19 51.     (N)    094 09 22.     (W)     SCALED    
 EK0175* NAVD 88     -       298.663  (meters)     979.86   (feet)  ADJUSTED  
 EK0175  ___________________________________________________________________
 EK0175  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 EK0175  DYNAMIC HT  -         298.356 (meters)     978.86  (feet)  COMP
 EK0175  MODELED GRAV-     979,600.2   (mgal)                       NAVD 88
 EK0175
 EK0175  VERT ORDER  -  SECOND    CLASS 0
 EK0175
 EK0175.The horizontal coordinates were scaled from a topographic map and have
 EK0175.an estimated accuracy of +/- 6 seconds.
 EK0175
 EK0175.The orthometric height was determined by differential leveling
 EK0175.and adjusted by the National Geodetic Survey in June 1991..
 EK0175
 EK0175.The geoid height was determined by GEOID03.
 EK0175
 EK0175.The dynamic height is computed by dividing the NAVD 88
 EK0175.geopotential number by the normal gravity value computed on the
 EK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0175.degrees latitude (g = 980.6199 gals.).
 EK0175
 EK0175.The modeled gravity was interpolated from observed gravity values.
 EK0175
 EK0175;                    North         East    Units  Estimated Accuracy
 EK0175;SPC AR S     -   586,670.      201,610.      MT  (+/- 180 meters Scaled)
 EK0175
 EK0175                          SUPERSEDED SURVEY CONTROL
 EK0175
 EK0175  NGVD 29 (??/??/92)  298.611  (m)          979.69   (f) ADJ UNCH    2 0
 EK0175
 EK0175.Superseded values are not recommended for survey control.
 EK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0175.See file dsdata.txt to determine how the superseded data were derived.
 EK0175
 EK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT936994(NAD 83)
 EK0175_MARKER: DB = BENCH MARK DISK
 EK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0175_STAMPING: F-132 1935
 EK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0175+STABILITY: SURFACE MOTION
 EK0175
 EK0175  HISTORY     - Date     Condition        Report By
 EK0175  HISTORY     - 1935     MONUMENTED       CGS
 EK0175  HISTORY     - 1983     MARK NOT FOUND   USGS
 EK0175
 EK0175                          STATION DESCRIPTION
 EK0175
 EK0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0175'2 MI NE FROM BAKER SPRINGS.
 EK0175'2.0 MILES NORTHEAST OF, ALONG BAKER SPRINGS-HARTLEY ROAD FROM
 EK0175'SAM THOMAS RESIDENCE.  ABOUT .5 MILE SOUTH OF RICHARD DAVIS FARM
 EK0175'HOUSE AND THE FOREST SERVICE TELEPHONE LINE, ABOUT .1 MILE
 EK0175'SOUTH OF SADDLE IN RIDGE, AT NORTHEAST END OF AN S CURVE AT
 EK0175'SUMMIT OF A SLOPE NORTHEAST, 19.6 FEET SOUTHEAST OF ROAD
 EK0175'CENTERLINE, 12.5 FEET WEST OF A BLAZED OAK TREE 1.4 FT. IN
 EK0175'DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0175
 EK0175                          STATION RECOVERY (1983)
 EK0175
 EK0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EK0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0060 ***********************************************************************
 EK0060  DESIGNATION -  F 134
 EK0060  PID         -  EK0060
 EK0060  STATE/COUNTY-  AR/POLK
 EK0060  USGS QUAD   -  MENA (1975)
 EK0060
 EK0060                         *CURRENT SURVEY CONTROL
 EK0060  ___________________________________________________________________
 EK0060* NAD 83(1986)-  34 35 09.     (N)    094 12 16.     (W)     SCALED    
 EK0060* NAVD 88     -       310.342  (meters)    1018.18   (feet)  ADJUSTED  
 EK0060  ___________________________________________________________________
 EK0060  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 EK0060  DYNAMIC HT  -         310.008 (meters)    1017.08  (feet)  COMP
 EK0060  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 EK0060
 EK0060  VERT ORDER  -  SECOND    CLASS 0
 EK0060
 EK0060.The horizontal coordinates were scaled from a topographic map and have
 EK0060.an estimated accuracy of +/- 6 seconds.
 EK0060
 EK0060.The orthometric height was determined by differential leveling
 EK0060.and adjusted by the National Geodetic Survey in June 1991..
 EK0060
 EK0060.The geoid height was determined by GEOID03.
 EK0060
 EK0060.The dynamic height is computed by dividing the NAVD 88
 EK0060.geopotential number by the normal gravity value computed on the
 EK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0060.degrees latitude (g = 980.6199 gals.).
 EK0060
 EK0060.The modeled gravity was interpolated from observed gravity values.
 EK0060
 EK0060;                    North         East    Units  Estimated Accuracy
 EK0060;SPC AR S     -   615,040.      197,770.      MT  (+/- 180 meters Scaled)
 EK0060
 EK0060                          SUPERSEDED SURVEY CONTROL
 EK0060
 EK0060  NGVD 29 (??/??/92)  310.245  (m)         1017.86   (f) ADJ UNCH    2 0
 EK0060
 EK0060.Superseded values are not recommended for survey control.
 EK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0060.See file dsdata.txt to determine how the superseded data were derived.
 EK0060
 EK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU895277(NAD 83)
 EK0060_MARKER: DB = BENCH MARK DISK
 EK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0060_STAMPING: F 134 1935
 EK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0060+STABILITY: SURFACE MOTION
 EK0060
 EK0060  HISTORY     - Date     Condition        Report By
 EK0060  HISTORY     - 1935     MONUMENTED       CGS
 EK0060  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0060
 EK0060                          STATION DESCRIPTION
 EK0060
 EK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0060'2.1 MI NE FROM MENA.
 EK0060'2.1 MILES NORTHEAST OF, ALONG ST. HWY. 88, FROM NATIONAL GUARD
 EK0060'ARMORY.  AT JUNCTION OF U.S. HWY. 71 AND HIGHWAY 88, 80 FEET
 EK0060'EAST OF END OF SOUTH GUARD RAIL OF CONCRETE HIGHWAY BRIDGE ON
 EK0060'U.S. HWY. 71, 27 FEET SOUTH OF INTERSECTION OF CENTERLINES
 EK0060'OF HIGHWAYS, 13.2 FEET WEST OF CENTERLINE OF DRIVEWAY TO JOHN
 EK0060'D. VOS FARMHOUSE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0060
 EK0060                          STATION RECOVERY (1961)
 EK0060
 EK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1529 ***********************************************************************
 EJ1529  DESIGNATION -  F 135
 EJ1529  PID         -  EJ1529
 EJ1529  STATE/COUNTY-  AR/MONTGOMERY
 EJ1529  USGS QUAD   -  ODEN (1985)
 EJ1529
 EJ1529                         *CURRENT SURVEY CONTROL
 EJ1529  ___________________________________________________________________
 EJ1529* NAD 83(1986)-  34 30 53.     (N)    093 47 48.     (W)     SCALED    
 EJ1529* NAVD 88     -       252.894  (meters)     829.70   (feet)  ADJUSTED  
 EJ1529  ___________________________________________________________________
 EJ1529  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 EJ1529  DYNAMIC HT  -         252.635 (meters)     828.85  (feet)  COMP
 EJ1529  MODELED GRAV-     979,602.3   (mgal)                       NAVD 88
 EJ1529
 EJ1529  VERT ORDER  -  SECOND    CLASS 0
 EJ1529
 EJ1529.The horizontal coordinates were scaled from a topographic map and have
 EJ1529.an estimated accuracy of +/- 6 seconds.
 EJ1529
 EJ1529.The orthometric height was determined by differential leveling
 EJ1529.and adjusted by the National Geodetic Survey in June 1991..
 EJ1529
 EJ1529.The geoid height was determined by GEOID03.
 EJ1529
 EJ1529.The dynamic height is computed by dividing the NAVD 88
 EJ1529.geopotential number by the normal gravity value computed on the
 EJ1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1529.degrees latitude (g = 980.6199 gals.).
 EJ1529
 EJ1529.The modeled gravity was interpolated from observed gravity values.
 EJ1529
 EJ1529;                    North         East    Units  Estimated Accuracy
 EJ1529;SPC AR S     -   606,420.      235,040.      MT  (+/- 180 meters Scaled)
 EJ1529
 EJ1529                          SUPERSEDED SURVEY CONTROL
 EJ1529
 EJ1529  NGVD 29 (??/??/92)  252.836  (m)          829.51   (f) ADJ UNCH    2 0
 EJ1529
 EJ1529.Superseded values are not recommended for survey control.
 EJ1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1529.See file dsdata.txt to determine how the superseded data were derived.
 EJ1529
 EJ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU268195(NAD 83)
 EJ1529_MARKER: DB = BENCH MARK DISK
 EJ1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1529_STAMPING: F 135 1935
 EJ1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1529+STABILITY: SURFACE MOTION
 EJ1529
 EJ1529  HISTORY     - Date     Condition        Report By
 EJ1529  HISTORY     - 1935     MONUMENTED       CGS
 EJ1529  HISTORY     - 1961     GOOD             NGS
 EJ1529
 EJ1529                          STATION DESCRIPTION
 EJ1529
 EJ1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1529'9.0 MI NW FROM NORMAN.
 EJ1529'THIS MARK IS PROBABLY IN THE SW TO THE EAST OF AN OLD BUILDING SITE,
 EJ1529'JUST EAST OF A POINT WHERE ROAD PASSES JUST NORTH OF A DEEP RAVINE, 40
 EJ1529'FEET SOUTH-SOUTHWEST ACROSS ROAD FROM A 16-INCH WHITE OAK TREE WITH
 EJ1529'THE LETTERS B M PAINTED ON IT AND IS 21 FEET SOUTH OF THE CENTERLINE
 EJ1529'OF ROAD.  1/4 NW 1/4 SEC. 4, T. 3 S., R. 26 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1402 ***********************************************************************
 EJ1402  DESIGNATION -  F 136
 EJ1402  PID         -  EJ1402
 EJ1402  STATE/COUNTY-  AR/MONTGOMERY
 EJ1402  USGS QUAD   -  NORMAN (1979)
 EJ1402
 EJ1402                         *CURRENT SURVEY CONTROL
 EJ1402  ___________________________________________________________________
 EJ1402* NAD 83(1986)-  34 29 36.     (N)    093 43 41.     (W)     SCALED    
 EJ1402* NAVD 88     -       246.563  (meters)     808.93   (feet)  ADJUSTED  
 EJ1402  ___________________________________________________________________
 EJ1402  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EJ1402  DYNAMIC HT  -         246.312 (meters)     808.11  (feet)  COMP
 EJ1402  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 EJ1402
 EJ1402  VERT ORDER  -  SECOND    CLASS 0
 EJ1402
 EJ1402.The horizontal coordinates were scaled from a topographic map and have
 EJ1402.an estimated accuracy of +/- 6 seconds.
 EJ1402
 EJ1402.The orthometric height was determined by differential leveling
 EJ1402.and adjusted by the National Geodetic Survey in June 1991..
 EJ1402
 EJ1402.The geoid height was determined by GEOID03.
 EJ1402
 EJ1402.The dynamic height is computed by dividing the NAVD 88
 EJ1402.geopotential number by the normal gravity value computed on the
 EJ1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1402.degrees latitude (g = 980.6199 gals.).
 EJ1402
 EJ1402.The modeled gravity was interpolated from observed gravity values.
 EJ1402
 EJ1402;                    North         East    Units  Estimated Accuracy
 EJ1402;SPC AR S     -   603,940.      241,300.      MT  (+/- 180 meters Scaled)
 EJ1402
 EJ1402                          SUPERSEDED SURVEY CONTROL
 EJ1402
 EJ1402  NGVD 29 (??/??/92)  246.509  (m)          808.75   (f) ADJ UNCH    2 0
 EJ1402
 EJ1402.Superseded values are not recommended for survey control.
 EJ1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1402.See file dsdata.txt to determine how the superseded data were derived.
 EJ1402
 EJ1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU331170(NAD 83)
 EJ1402_MARKER: DB = BENCH MARK DISK
 EJ1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1402_STAMPING: F-136 1935
 EJ1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1402+STABILITY: SURFACE MOTION
 EJ1402
 EJ1402  HISTORY     - Date     Condition        Report By
 EJ1402  HISTORY     - 1935     MONUMENTED       CGS
 EJ1402  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1402
 EJ1402                          STATION DESCRIPTION
 EJ1402
 EJ1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1402'3.2 MI NW FROM NORMAN.
 EJ1402'3.2 MILES NORTHWEST OF, ALONG CADDO AND CHOCTAW R.R., FROM HWY BRIDGE
 EJ1402'OVER LICK CREEK.  ABOUT .2 MILE NORTHWEST OF M.P.4.  50.5 FEET
 EJ1402'SOUTHWEST OF THE TELEPHON LINE.  40 FEET SOUTH OF INTERSECTION OF
 EJ1402'CENTERLINES OF RAILROAD AND GRADE CROSSING.  21.8 FEET SOUTHWEST OF
 EJ1402'THE RAILROAD CENTERLINE.  7 FEET SOUTHEAST OF A RAIL FENCE.  TABLET
 EJ1402'SET IN PRECAST CONCRETE POST.  NOTE-- THE RAILROAD AND RAILROAD
 EJ1402'BRIDGES HAVE BEEN GONE FOR MANY YEARS.
 EJ1402
 EJ1402                          STATION RECOVERY (1961)
 EJ1402
 EJ1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1127 ***********************************************************************
 EJ1127  DESIGNATION -  F 137
 EJ1127  PID         -  EJ1127
 EJ1127  STATE/COUNTY-  AR/HOT SPRING
 EJ1127  USGS QUAD   -  POINT CEDAR (1976)
 EJ1127
 EJ1127                         *CURRENT SURVEY CONTROL
 EJ1127  ___________________________________________________________________
 EJ1127* NAD 83(1986)-  34 19 50.     (N)    093 19 14.     (W)     SCALED    
 EJ1127* NAVD 88     -       172.233  (meters)     565.07   (feet)  ADJUSTED  
 EJ1127  ___________________________________________________________________
 EJ1127  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EJ1127  DYNAMIC HT  -         172.060 (meters)     564.50  (feet)  COMP
 EJ1127  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 EJ1127
 EJ1127  VERT ORDER  -  SECOND    CLASS 0
 EJ1127
 EJ1127.The horizontal coordinates were scaled from a topographic map and have
 EJ1127.an estimated accuracy of +/- 6 seconds.
 EJ1127
 EJ1127.The orthometric height was determined by differential leveling
 EJ1127.and adjusted by the National Geodetic Survey in June 1991..
 EJ1127
 EJ1127.The geoid height was determined by GEOID03.
 EJ1127
 EJ1127.The dynamic height is computed by dividing the NAVD 88
 EJ1127.geopotential number by the normal gravity value computed on the
 EJ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1127.degrees latitude (g = 980.6199 gals.).
 EJ1127
 EJ1127.The modeled gravity was interpolated from observed gravity values.
 EJ1127
 EJ1127;                    North         East    Units  Estimated Accuracy
 EJ1127;SPC AR S     -   585,330.      278,490.      MT  (+/- 180 meters Scaled)
 EJ1127
 EJ1127                          SUPERSEDED SURVEY CONTROL
 EJ1127
 EJ1127  NGVD 29 (??/??/92)  172.224  (m)          565.04   (f) ADJ UNCH    2 0
 EJ1127
 EJ1127.Superseded values are not recommended for survey control.
 EJ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1127.See file dsdata.txt to determine how the superseded data were derived.
 EJ1127
 EJ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT705988(NAD 83)
 EJ1127_MARKER: DB = BENCH MARK DISK
 EJ1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1127_STAMPING: F 137 1935
 EJ1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1127+STABILITY: SURFACE MOTION
 EJ1127
 EJ1127  HISTORY     - Date     Condition        Report By
 EJ1127  HISTORY     - 1935     MONUMENTED       CGS
 EJ1127  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1127
 EJ1127                          STATION DESCRIPTION
 EJ1127
 EJ1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1127'0.8 MI W FROM POINT CEDAR.
 EJ1127'0.8 MILE WEST ALONG THE AMITY-BISMARCK ROAD FROM THE CHURCH AT POINT
 EJ1127'CEDAR, 0.1 MILE EAST OF THE HOT SPRINGS-CLARK COUNTY LINE, 0.7 MILE
 EJ1127'EAST OF A CEMETERY, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 35
 EJ1127'FEET EAST OF A GATE TO THE ADCOX FARMHOUSE, AND 1 FOOT SOUTH OF THE
 EJ1127'FENCE.  A STANDARD DISK, STAMPED F 137 1935 AND SET IN THE TOP OF A
 EJ1127'CONCRETE POST.
 EJ1127
 EJ1127                          STATION RECOVERY (1998)
 EJ1127
 EJ1127'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1207 ***********************************************************************
 EJ1207  DESIGNATION -  F 138
 EJ1207  PID         -  EJ1207
 EJ1207  STATE/COUNTY-  AR/CLARK
 EJ1207  USGS QUAD   -  CHALYBEATE MTN EAST (1975)
 EJ1207
 EJ1207                         *CURRENT SURVEY CONTROL
 EJ1207  ___________________________________________________________________
 EJ1207* NAD 83(1986)-  34 09 54.     (N)    093 21 21.     (W)     SCALED    
 EJ1207* NAVD 88     -       139.081  (meters)     456.30   (feet)  ADJUSTED  
 EJ1207  ___________________________________________________________________
 EJ1207  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EJ1207  DYNAMIC HT  -         138.941 (meters)     455.84  (feet)  COMP
 EJ1207  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 EJ1207
 EJ1207  VERT ORDER  -  SECOND    CLASS 0
 EJ1207
 EJ1207.The horizontal coordinates were scaled from a topographic map and have
 EJ1207.an estimated accuracy of +/- 6 seconds.
 EJ1207
 EJ1207.The orthometric height was determined by differential leveling
 EJ1207.and adjusted by the National Geodetic Survey in June 1991..
 EJ1207
 EJ1207.The geoid height was determined by GEOID03.
 EJ1207
 EJ1207.The dynamic height is computed by dividing the NAVD 88
 EJ1207.geopotential number by the normal gravity value computed on the
 EJ1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1207.degrees latitude (g = 980.6199 gals.).
 EJ1207
 EJ1207.The modeled gravity was interpolated from observed gravity values.
 EJ1207
 EJ1207;                    North         East    Units  Estimated Accuracy
 EJ1207;SPC AR S     -   567,010.      275,000.      MT  (+/- 180 meters Scaled)
 EJ1207
 EJ1207                          SUPERSEDED SURVEY CONTROL
 EJ1207
 EJ1207  NGVD 29 (??/??/92)  139.080  (m)          456.30   (f) ADJ UNCH    2 0
 EJ1207
 EJ1207.Superseded values are not recommended for survey control.
 EJ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1207.See file dsdata.txt to determine how the superseded data were derived.
 EJ1207
 EJ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT672805(NAD 83)
 EJ1207_MARKER: DB = BENCH MARK DISK
 EJ1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1207_STAMPING: F 138 1935
 EJ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1207+STABILITY: SURFACE MOTION
 EJ1207
 EJ1207  HISTORY     - Date     Condition        Report By
 EJ1207  HISTORY     - 1935     MONUMENTED       CGS
 EJ1207  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1207
 EJ1207                          STATION DESCRIPTION
 EJ1207
 EJ1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1207'6.4 MI NE FROM GRAYSONIA.
 EJ1207'6.4 MILES NORTHEAST ALONG GRAYSONIA ROAD FROM THE MISSOURI PACIFIC
 EJ1207'RAILROAD STATION AT GRAYSONIA, 68 FEET SOUTH OF THE CENTER OF THE
 EJ1207'INTERSECTION OF THE ROAD AND THE CALDWELL ROAD, 24 FEET SOUTHEAST OF
 EJ1207'THE CENTERLINE OF THE ROAD, AND 10.5 FEET NORTHEAST OF AN 18-INCH
 EJ1207'BLAZED PINE TREE.  A STANDARD DISK, STAMPED F 138 1935 AND SET IN THE
 EJ1207'TOP OF A CONCRETE POST.
 EJ1207
 EJ1207                          STATION RECOVERY (1975)
 EJ1207
 EJ1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2354 ***********************************************************************
 EH2354  DESIGNATION -  F 14
 EH2354  PID         -  EH2354
 EH2354  STATE/COUNTY-  AR/PRAIRIE
 EH2354  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2354
 EH2354                         *CURRENT SURVEY CONTROL
 EH2354  ___________________________________________________________________
 EH2354* NAD 83(1986)-  34 34 54.     (N)    091 33 55.     (W)     SCALED    
 EH2354* NAVD 88     -        64.616  (meters)     211.99   (feet)  ADJUSTED  
 EH2354  ___________________________________________________________________
 EH2354  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EH2354  DYNAMIC HT  -          64.554 (meters)     211.79  (feet)  COMP
 EH2354  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 EH2354
 EH2354  VERT ORDER  -  SECOND    CLASS 0
 EH2354
 EH2354.The horizontal coordinates were scaled from a topographic map and have
 EH2354.an estimated accuracy of +/- 6 seconds.
 EH2354
 EH2354.The orthometric height was determined by differential leveling
 EH2354.and adjusted by the National Geodetic Survey in June 1991..
 EH2354
 EH2354.The geoid height was determined by GEOID03.
 EH2354
 EH2354.The dynamic height is computed by dividing the NAVD 88
 EH2354.geopotential number by the normal gravity value computed on the
 EH2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2354.degrees latitude (g = 980.6199 gals.).
 EH2354
 EH2354.The modeled gravity was interpolated from observed gravity values.
 EH2354
 EH2354;                    North         East    Units  Estimated Accuracy
 EH2354;SPC AR S     -   612,490.      439,880.      MT  (+/- 180 meters Scaled)
 EH2354
 EH2354                          SUPERSEDED SURVEY CONTROL
 EH2354
 EH2354  NGVD 29 (??/??/??)   64.625  (m)          212.02   (f) ADJUSTED    2 0
 EH2354
 EH2354.Superseded values are not recommended for survey control.
 EH2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2354.See file dsdata.txt to determine how the superseded data were derived.
 EH2354
 EH2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU315275(NAD 83)
 EH2354_MARKER: DB = BENCH MARK DISK
 EH2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2354_STAMPING: 211.971 F 14 1932
 EH2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2354+STABILITY: SURFACE MOTION
 EH2354
 EH2354  HISTORY     - Date     Condition        Report By
 EH2354  HISTORY     - 1932     MONUMENTED       CGS
 EH2354  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH2354
 EH2354                          STATION DESCRIPTION
 EH2354
 EH2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2354'6.0 MI N FROM STUTTGART.
 EH2354'IN PRAIRIE COUNTY, ABOUT 6 MILES NORTH ALONG THE ST. LOUIS
 EH2354'SOUTHWESTERN RAILWAY FROM STUTTGART, ARKANSAS COUNTY, ABOUT 8 POLES
 EH2354'NORTH OF MILEPOST 239, AT A SECTION-LINE ROAD CROSSING, 65 FEET WEST
 EH2354'OF THE CENTER LINE OF THE TRACK, AND 25 FEET SOUTH OF THE CENTER LINE
 EH2354'OF THE SECTION-LINE ROAD.  A STANDARD DISK, STAMPED 211.971 F 14 1932
 EH2354'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0715 ***********************************************************************
 EJ0715  DESIGNATION -  F 140
 EJ0715  PID         -  EJ0715
 EJ0715  STATE/COUNTY-  AR/HOT SPRING
 EJ0715  USGS QUAD   -  LAKE CATHERINE (1978)
 EJ0715
 EJ0715                         *CURRENT SURVEY CONTROL
 EJ0715  ___________________________________________________________________
 EJ0715* NAD 83(1986)-  34 27 47.     (N)    092 54 19.     (W)     SCALED    
 EJ0715* NAVD 88     -        98.364  (meters)     322.72   (feet)  ADJUSTED  
 EJ0715  ___________________________________________________________________
 EJ0715  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ0715  DYNAMIC HT  -          98.271 (meters)     322.41  (feet)  COMP
 EJ0715  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 EJ0715
 EJ0715  VERT ORDER  -  SECOND    CLASS 0
 EJ0715
 EJ0715.The horizontal coordinates were scaled from a topographic map and have
 EJ0715.an estimated accuracy of +/- 6 seconds.
 EJ0715
 EJ0715.The orthometric height was determined by differential leveling
 EJ0715.and adjusted by the National Geodetic Survey in June 1991..
 EJ0715
 EJ0715.The geoid height was determined by GEOID03.
 EJ0715
 EJ0715.The dynamic height is computed by dividing the NAVD 88
 EJ0715.geopotential number by the normal gravity value computed on the
 EJ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0715.degrees latitude (g = 980.6199 gals.).
 EJ0715
 EJ0715.The modeled gravity was interpolated from observed gravity values.
 EJ0715
 EJ0715;                    North         East    Units  Estimated Accuracy
 EJ0715;SPC AR S     -   599,610.      316,830.      MT  (+/- 180 meters Scaled)
 EJ0715
 EJ0715                          SUPERSEDED SURVEY CONTROL
 EJ0715
 EJ0715  NGVD 29 (??/??/92)   98.371  (m)          322.74   (f) ADJ UNCH    2 0
 EJ0715
 EJ0715.Superseded values are not recommended for survey control.
 EJ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0715.See file dsdata.txt to determine how the superseded data were derived.
 EJ0715
 EJ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU087135(NAD 83)
 EJ0715_MARKER: DB = BENCH MARK DISK
 EJ0715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0715_SP_SET: BRIDGE
 EJ0715_STAMPING: F 140 1935
 EJ0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0715
 EJ0715  HISTORY     - Date     Condition        Report By
 EJ0715  HISTORY     - 1935     MONUMENTED       CGS
 EJ0715  HISTORY     - 1971     GOOD             NGS
 EJ0715  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0715
 EJ0715                          STATION DESCRIPTION
 EJ0715
 EJ0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0715'3.9 MI NW FROM MAGNET.
 EJ0715'3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 270 FROM THE POST OFFICE AT
 EJ0715'MAGNET, 0.5 MILE EAST OF THE GARLAND-HOT SPRING  COUNTY LINE, AT A
 EJ0715'CONCRETE BRIDGE OVER TIGER CREEK, 15 FEET SOUTH OF THE CENTERLINE OF
 EJ0715'THE HIGHWAY, 1 FOOT SOUTHEAST OF THE EAST END OF THE SOUTH GUARD RAIL
 EJ0715'OF THE BRIDGE, AND IN THE TOP OF A CONCRETE WING WALL.  A STANDARD
 EJ0715'DISK, STAMPED F 140 1935.
 EJ0715
 EJ0715                          STATION RECOVERY (1971)
 EJ0715
 EJ0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EJ0715'RECOVERED IN GOOD CONDITION.
 EJ0715
 EJ0715                          STATION RECOVERY (1998)
 EJ0715
 EJ0715'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1494 ***********************************************************************
 FG1494  DESIGNATION -  F 141
 FG1494  PID         -  FG1494
 FG1494  STATE/COUNTY-  AR/FRANKLIN
 FG1494  USGS QUAD   -  HUNT (1963)
 FG1494
 FG1494                         *CURRENT SURVEY CONTROL
 FG1494  ___________________________________________________________________
 FG1494* NAD 83(1986)-  35 36 37.     (N)    093 44 21.     (W)     SCALED    
 FG1494* NAVD 88     -       478.813  (meters)    1570.91   (feet)  ADJUSTED  
 FG1494  ___________________________________________________________________
 FG1494  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FG1494  DYNAMIC HT  -         478.350 (meters)    1569.39  (feet)  COMP
 FG1494  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FG1494
 FG1494  VERT ORDER  -  SECOND    CLASS 0
 FG1494
 FG1494.The horizontal coordinates were scaled from a topographic map and have
 FG1494.an estimated accuracy of +/- 6 seconds.
 FG1494
 FG1494.The orthometric height was determined by differential leveling
 FG1494.and adjusted by the National Geodetic Survey in June 1991..
 FG1494
 FG1494.The geoid height was determined by GEOID03.
 FG1494
 FG1494.The dynamic height is computed by dividing the NAVD 88
 FG1494.geopotential number by the normal gravity value computed on the
 FG1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1494.degrees latitude (g = 980.6199 gals.).
 FG1494
 FG1494.The modeled gravity was interpolated from observed gravity values.
 FG1494
 FG1494;                    North         East    Units  Estimated Accuracy
 FG1494;SPC AR N     -   143,060.      242,440.      MT  (+/- 180 meters Scaled)
 FG1494
 FG1494                          SUPERSEDED SURVEY CONTROL
 FG1494
 FG1494  NGVD 29 (??/??/92)  478.731  (m)         1570.64   (f) ADJ UNCH    2 0
 FG1494
 FG1494.Superseded values are not recommended for survey control.
 FG1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1494.See file dsdata.txt to determine how the superseded data were derived.
 FG1494
 FG1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV330409(NAD 83)
 FG1494_MARKER: DB = BENCH MARK DISK
 FG1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1494_STAMPING: F 141 1935
 FG1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1494+STABILITY: SURFACE MOTION
 FG1494
 FG1494  HISTORY     - Date     Condition        Report By
 FG1494  HISTORY     - 1935     MONUMENTED       CGS
 FG1494  HISTORY     - 1959     GOOD             NGS
 FG1494
 FG1494                          STATION DESCRIPTION
 FG1494
 FG1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1494'7.1 MI SW FROM TAFT.
 FG1494'MARK RECOVERED ABOUT 1.5 MILES NORTHERLY FROM FORKS FORMERLY KNOWN AS
 FG1494'MOUNTAIN TOP, ABOUT 0.15 MILE WEST OF A HOUSE THAT IS AT THE ENTRANCE
 FG1494'TO THE NATIONAL FOREST, SOUTH ACROSS THE ROAD FROM A TRIANGLE-BLAZED
 FG1494'OAK TREE, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 6 FEET
 FG1494'SOUTH OF A STUMP.  A STANDARD DISK AND SET IN THE TOP OF A CONCRETE
 FG1494'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1427 ***********************************************************************
 FG1427  DESIGNATION -  F 142
 FG1427  PID         -  FG1427
 FG1427  STATE/COUNTY-  AR/FRANKLIN
 FG1427  USGS QUAD   -  BIDVILLE (1973)
 FG1427
 FG1427                         *CURRENT SURVEY CONTROL
 FG1427  ___________________________________________________________________
 FG1427* NAD 83(1986)-  35 41 04.     (N)    093 57 03.     (W)     SCALED    
 FG1427* NAVD 88     -       512.543  (meters)    1681.57   (feet)  ADJUSTED  
 FG1427  ___________________________________________________________________
 FG1427  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FG1427  DYNAMIC HT  -         512.062 (meters)    1679.99  (feet)  COMP
 FG1427  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 FG1427
 FG1427  VERT ORDER  -  SECOND    CLASS 0
 FG1427
 FG1427.The horizontal coordinates were scaled from a topographic map and have
 FG1427.an estimated accuracy of +/- 6 seconds.
 FG1427
 FG1427.The orthometric height was determined by differential leveling
 FG1427.and adjusted by the National Geodetic Survey in June 1991..
 FG1427
 FG1427.The geoid height was determined by GEOID03.
 FG1427
 FG1427.The dynamic height is computed by dividing the NAVD 88
 FG1427.geopotential number by the normal gravity value computed on the
 FG1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1427.degrees latitude (g = 980.6199 gals.).
 FG1427
 FG1427.The modeled gravity was interpolated from observed gravity values.
 FG1427
 FG1427;                    North         East    Units  Estimated Accuracy
 FG1427;SPC AR N     -   151,640.      223,430.      MT  (+/- 180 meters Scaled)
 FG1427
 FG1427                          SUPERSEDED SURVEY CONTROL
 FG1427
 FG1427  NGVD 29 (??/??/92)  512.449  (m)         1681.26   (f) ADJ UNCH    2 0
 FG1427
 FG1427.Superseded values are not recommended for survey control.
 FG1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1427.See file dsdata.txt to determine how the superseded data were derived.
 FG1427
 FG1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV139493(NAD 83)
 FG1427_MARKER: DB = BENCH MARK DISK
 FG1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1427_STAMPING: F 142 1935
 FG1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1427+STABILITY: SURFACE MOTION
 FG1427
 FG1427  HISTORY     - Date     Condition        Report By
 FG1427  HISTORY     - 1935     MONUMENTED       CGS
 FG1427  HISTORY     - 1959     GOOD             NGS
 FG1427
 FG1427                          STATION DESCRIPTION
 FG1427
 FG1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1427'13.1 MI W FROM CASS.
 FG1427'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BRIDGE OVER FANES
 FG1427'CREEK AT CASS, FRANKLIN COUNTY, 12.0 MILES WEST ALONG THE
 FG1427'CASS-BIDVILLE ROAD, AT THE TOP OF A LONG STEEP HILL, 140 FEET
 FG1427'SOUTHWEST OF THE SOUTHEAST END OF A GALVANIZED IRON CULVERT, 33 FEET
 FG1427'SOUTHEAST OF A 10-INCH OAK TREE, AND 14 FEET NORTHWEST OF A 10-INCH
 FG1427'OAK TREE.  A STANDARD DISK, STAMPED F 142 1935 AND SET IN THE TOP OF A
 FG1427'CONCRETE POST.  NOTE-- MARK RECOVERED ABOUT 140 FEET SOUTHWEST OF THE
 FG1427'SOUTHEAST END OF A ROCK HEADWALL OF CULVERT, 30 FEET SOUTHEAST OF THE
 FG1427'CENTERLINE OF THE ROAD AND 18 FEET SOUTH OF A 12-INCH TRIANGLE-BLAZED
 FG1427'OAK TREE.  THIS MARK IS ABOUT 1.8 MILES EAST OF BENCH MARK G 142.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1371 ***********************************************************************
 FG1371  DESIGNATION -  F 143
 FG1371  PID         -  FG1371
 FG1371  STATE/COUNTY-  AR/FRANKLIN
 FG1371  USGS QUAD   -  DELANEY (1973)
 FG1371
 FG1371                         *CURRENT SURVEY CONTROL
 FG1371  ___________________________________________________________________
 FG1371* NAD 83(1986)-  35 45 30.     (N)    093 53 28.     (W)     SCALED    
 FG1371* NAVD 88     -       720.250  (meters)    2363.02   (feet)  ADJUSTED  
 FG1371  ___________________________________________________________________
 FG1371  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG1371  DYNAMIC HT  -         719.547 (meters)    2360.71  (feet)  COMP
 FG1371  MODELED GRAV-     979,631.0   (mgal)                       NAVD 88
 FG1371
 FG1371  VERT ORDER  -  SECOND    CLASS 0
 FG1371
 FG1371.The horizontal coordinates were scaled from a topographic map and have
 FG1371.an estimated accuracy of +/- 6 seconds.
 FG1371
 FG1371.The orthometric height was determined by differential leveling
 FG1371.and adjusted by the National Geodetic Survey in June 1991..
 FG1371
 FG1371.The geoid height was determined by GEOID03.
 FG1371
 FG1371.The dynamic height is computed by dividing the NAVD 88
 FG1371.geopotential number by the normal gravity value computed on the
 FG1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1371.degrees latitude (g = 980.6199 gals.).
 FG1371
 FG1371.The modeled gravity was interpolated from observed gravity values.
 FG1371
 FG1371;                    North         East    Units  Estimated Accuracy
 FG1371;SPC AR N     -   159,740.      228,990.      MT  (+/- 180 meters Scaled)
 FG1371
 FG1371                          SUPERSEDED SURVEY CONTROL
 FG1371
 FG1371  NGVD 29 (??/??/92)  720.110  (m)         2362.56   (f) ADJ UNCH    2 0
 FG1371
 FG1371.Superseded values are not recommended for survey control.
 FG1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1371.See file dsdata.txt to determine how the superseded data were derived.
 FG1371
 FG1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV194575(NAD 83)
 FG1371_MARKER: DB = BENCH MARK DISK
 FG1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1371_STAMPING: F 143 1935
 FG1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1371+STABILITY: SURFACE MOTION
 FG1371
 FG1371  HISTORY     - Date     Condition        Report By
 FG1371  HISTORY     - 1935     MONUMENTED       CGS
 FG1371  HISTORY     - 1960     GOOD             NGS
 FG1371
 FG1371                          STATION DESCRIPTION
 FG1371
 FG1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1371'5.1 MI SE FROM HEALTH.
 FG1371'IN FRANKLIN COUNTY, 5.1 MILES SOUTHEAST ALONG THE BIDVILLE-HEALTH ROAD
 FG1371'FROM THE SCHOOL AT HEALTH, MADISON COUNTY, 0.6 MILE WEST OF THE
 FG1371'MOUNTAIN CREST SCHOOL, 300 FEET NORTHWEST OF THE LEE MULLINS
 FG1371'FARMHOUSE, 49 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 FG1371'COMBS ROAD, 14 FEET NORTH OF THE SOUTHWEST CORNER OF AN ORCHARD, AND 1
 FG1371'FOOT EAST OF A FENCE. A STANDARD DISK, STAMPED F 143 1935 AND SET IN
 FG1371'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1419 ***********************************************************************
 FG1419  DESIGNATION -  F 144
 FG1419  PID         -  FG1419
 FG1419  STATE/COUNTY-  AR/WASHINGTON
 FG1419  USGS QUAD   -  DELANEY (1973)
 FG1419
 FG1419                         *CURRENT SURVEY CONTROL
 FG1419  ___________________________________________________________________
 FG1419* NAD 83(1986)-  35 48 09.     (N)    093 58 58.     (W)     SCALED    
 FG1419* NAVD 88     -       725.339  (meters)    2379.72   (feet)  ADJUSTED  
 FG1419  ___________________________________________________________________
 FG1419  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG1419  DYNAMIC HT  -         724.630 (meters)    2377.39  (feet)  COMP
 FG1419  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 FG1419
 FG1419  VERT ORDER  -  SECOND    CLASS 0
 FG1419
 FG1419.The horizontal coordinates were scaled from a topographic map and have
 FG1419.an estimated accuracy of +/- 6 seconds.
 FG1419
 FG1419.The orthometric height was determined by differential leveling
 FG1419.and adjusted by the National Geodetic Survey in June 1991..
 FG1419
 FG1419.The geoid height was determined by GEOID03.
 FG1419
 FG1419.The dynamic height is computed by dividing the NAVD 88
 FG1419.geopotential number by the normal gravity value computed on the
 FG1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1419.degrees latitude (g = 980.6199 gals.).
 FG1419
 FG1419.The modeled gravity was interpolated from observed gravity values.
 FG1419
 FG1419;                    North         East    Units  Estimated Accuracy
 FG1419;SPC AR N     -   164,800.      220,800.      MT  (+/- 180 meters Scaled)
 FG1419
 FG1419                          SUPERSEDED SURVEY CONTROL
 FG1419
 FG1419  NGVD 29 (??/??/92)  725.181  (m)         2379.20   (f) ADJ UNCH    2 0
 FG1419
 FG1419.Superseded values are not recommended for survey control.
 FG1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1419.See file dsdata.txt to determine how the superseded data were derived.
 FG1419
 FG1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV112624(NAD 83)
 FG1419_MARKER: DB = BENCH MARK DISK
 FG1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1419_STAMPING: F 144 1935
 FG1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1419+STABILITY: SURFACE MOTION
 FG1419
 FG1419  HISTORY     - Date     Condition        Report By
 FG1419  HISTORY     - 1935     MONUMENTED       CGS
 FG1419  HISTORY     - 1960     GOOD             NGS
 FG1419
 FG1419                          STATION DESCRIPTION
 FG1419
 FG1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1419'2.1 MI E FROM SUNSET.
 FG1419'2.1 MILES EAST ALONG STATE HIGHWAY 74 FROM THE SCHOOL AT SUNSET,
 FG1419'WASHINGTON COUNTY, AT THE TOP OF A HILL, 39 FEET SOUTHWEST OF THE
 FG1419'CENTER OF THE JUNCTION OF A ROAD LEADING WEST, 23 FEET WEST OF THE
 FG1419'CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF THE CENTERLINE OF THE
 FG1419'ROAD, AND 37 FEET NORTHWEST OF A 6-INCH OAK TREE.  A STANDARD DISK,
 FG1419'STAMPED F 144 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1358 ***********************************************************************
 FG1358  DESIGNATION -  F 145
 FG1358  PID         -  FG1358
 FG1358  STATE/COUNTY-  AR/MADISON
 FG1358  USGS QUAD   -  WEATHERS (1973)
 FG1358
 FG1358                         *CURRENT SURVEY CONTROL
 FG1358  ___________________________________________________________________
 FG1358* NAD 83(1986)-  35 54 56.     (N)    093 30 34.     (W)     SCALED    
 FG1358* NAVD 88     -       656.393  (meters)    2153.52   (feet)  ADJUSTED  
 FG1358  ___________________________________________________________________
 FG1358  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG1358  DYNAMIC HT  -         655.764 (meters)    2151.45  (feet)  COMP
 FG1358  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FG1358
 FG1358  VERT ORDER  -  SECOND    CLASS 0
 FG1358
 FG1358.The horizontal coordinates were scaled from a topographic map and have
 FG1358.an estimated accuracy of +/- 6 seconds.
 FG1358
 FG1358.The orthometric height was determined by differential leveling
 FG1358.and adjusted by the National Geodetic Survey in June 1991..
 FG1358
 FG1358.The geoid height was determined by GEOID03.
 FG1358
 FG1358.The dynamic height is computed by dividing the NAVD 88
 FG1358.geopotential number by the normal gravity value computed on the
 FG1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1358.degrees latitude (g = 980.6199 gals.).
 FG1358
 FG1358.The modeled gravity was interpolated from observed gravity values.
 FG1358
 FG1358;                    North         East    Units  Estimated Accuracy
 FG1358;SPC AR N     -   176,580.      263,770.      MT  (+/- 180 meters Scaled)
 FG1358
 FG1358                          SUPERSEDED SURVEY CONTROL
 FG1358
 FG1358  NGVD 29 (??/??/92)  656.293  (m)         2153.19   (f) ADJ UNCH    2 0
 FG1358
 FG1358.Superseded values are not recommended for survey control.
 FG1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1358.See file dsdata.txt to determine how the superseded data were derived.
 FG1358
 FG1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV540747(NAD 83)
 FG1358_MARKER: DB = BENCH MARK DISK
 FG1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1358_STAMPING: F 145 1935
 FG1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1358+STABILITY: SURFACE MOTION
 FG1358
 FG1358  HISTORY     - Date     Condition        Report By
 FG1358  HISTORY     - 1935     MONUMENTED       CGS
 FG1358
 FG1358                          STATION DESCRIPTION
 FG1358
 FG1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1358'5.2 MI N FROM REDSTAR.
 FG1358'5.2 MILES NORTH ALONG THE LOY ROAD FROM THE POST OFFICE AT REDSTAR,
 FG1358'MADISON COUNTY, 0.2 MILE WEST OF THE W. D. EDWARDS FARMHOUSE, 400 FEET
 FG1358'SOUTHWEST OF THE TOP OF A VALLEY, ON A RIDGE, 22 FEET SOUTH OF THE
 FG1358'CENTERLINE OF THE ROAD, 30 FEET SOUTHWEST OF A 20-INCH DEAD OAK TREE,
 FG1358'27 FEET SOUTHEAST OF THE SOUTHWEST END OF A GATE, AND 2 1/2 FEET
 FG1358'NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED F 145 1935 AND SET IN
 FG1358'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0719 ***********************************************************************
 FG0719  DESIGNATION -  F 146
 FG0719  PID         -  FG0719
 FG0719  STATE/COUNTY-  AR/NEWTON
 FG0719  USGS QUAD   -  EULA (1980)
 FG0719
 FG0719                         *CURRENT SURVEY CONTROL
 FG0719  ___________________________________________________________________
 FG0719* NAD 83(1986)-  35 57 47.     (N)    092 56 39.     (W)     SCALED    
 FG0719* NAVD 88     -       375.173  (meters)    1230.88   (feet)  ADJUSTED  
 FG0719  ___________________________________________________________________
 FG0719  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FG0719  DYNAMIC HT  -         374.833 (meters)    1229.76  (feet)  COMP
 FG0719  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 FG0719
 FG0719  VERT ORDER  -  SECOND    CLASS 0
 FG0719
 FG0719.The horizontal coordinates were scaled from a topographic map and have
 FG0719.an estimated accuracy of +/- 6 seconds.
 FG0719
 FG0719.The orthometric height was determined by differential leveling
 FG0719.and adjusted by the National Geodetic Survey in June 1991..
 FG0719
 FG0719.The geoid height was determined by GEOID03.
 FG0719
 FG0719.The dynamic height is computed by dividing the NAVD 88
 FG0719.geopotential number by the normal gravity value computed on the
 FG0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0719.degrees latitude (g = 980.6199 gals.).
 FG0719
 FG0719.The modeled gravity was interpolated from observed gravity values.
 FG0719
 FG0719;                    North         East    Units  Estimated Accuracy
 FG0719;SPC AR N     -   181,220.      314,840.      MT  (+/- 180 meters Scaled)
 FG0719
 FG0719                          SUPERSEDED SURVEY CONTROL
 FG0719
 FG0719  NGVD 29 (??/??/92)  375.066  (m)         1230.53   (f) ADJ UNCH    2 0
 FG0719
 FG0719.Superseded values are not recommended for survey control.
 FG0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0719.See file dsdata.txt to determine how the superseded data were derived.
 FG0719
 FG0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV050798(NAD 83)
 FG0719_MARKER: DB = BENCH MARK DISK
 FG0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0719_STAMPING: F 146 1935
 FG0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0719+STABILITY: SURFACE MOTION
 FG0719
 FG0719  HISTORY     - Date     Condition        Report By
 FG0719  HISTORY     - 1935     MONUMENTED       CGS
 FG0719
 FG0719                          STATION DESCRIPTION
 FG0719
 FG0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0719'0.4 MI NE FROM WOLEM.
 FG0719'IN NEWTON COUNTY, 0.4 MILE NORTHEAST ALONG THE RICHLAND ROAD FROM
 FG0719'WOLEM, SEARCY COUNTY, 5 MILES SOUTHWEST ALONG THE WESTERN GROVE ROAD
 FG0719'(CAVE SPRINGS ROAD), 600 FEET NORTHWEST OF THE LILE SHORT FARMHOUSE,
 FG0719'AT JUANITA SCHOOL, 48 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FG0719'SCHOOLHOUSE, 17 FEET EAST OF THE CENTERLINE OF THE ROAD, 6 1/2 FEET
 FG0719'NORTHWEST OF A HICKORY TREE, AND 6 FEET SOUTHEAST OF AN 18-INCH
 FG0719'HICKORY TREE.  A STANDARD DISK, STAMPED F 146 1935 AND SET IN THE TOP
 FG0719'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0513 ***********************************************************************
 FG0513  DESIGNATION -  F 147
 FG0513  PID         -  FG0513
 FG0513  STATE/COUNTY-  AR/SEARCY
 FG0513  USGS QUAD   -  MOORE (1980)
 FG0513
 FG0513                         *CURRENT SURVEY CONTROL
 FG0513  ___________________________________________________________________
 FG0513* NAD 83(1986)-  35 45 06.     (N)    092 56 19.     (W)     SCALED    
 FG0513* NAVD 88     -       374.737  (meters)    1229.45   (feet)  ADJUSTED  
 FG0513  ___________________________________________________________________
 FG0513  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0513  DYNAMIC HT  -         374.374 (meters)    1228.26  (feet)  COMP
 FG0513  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 FG0513
 FG0513  VERT ORDER  -  SECOND    CLASS 0
 FG0513
 FG0513.The horizontal coordinates were scaled from a topographic map and have
 FG0513.an estimated accuracy of +/- 6 seconds.
 FG0513
 FG0513.The orthometric height was determined by differential leveling
 FG0513.and adjusted by the National Geodetic Survey in June 1991..
 FG0513
 FG0513.The geoid height was determined by GEOID03.
 FG0513
 FG0513.The dynamic height is computed by dividing the NAVD 88
 FG0513.geopotential number by the normal gravity value computed on the
 FG0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0513.degrees latitude (g = 980.6199 gals.).
 FG0513
 FG0513.The modeled gravity was interpolated from observed gravity values.
 FG0513
 FG0513;                    North         East    Units  Estimated Accuracy
 FG0513;SPC AR N     -   157,760.      315,110.      MT  (+/- 180 meters Scaled)
 FG0513
 FG0513                          SUPERSEDED SURVEY CONTROL
 FG0513
 FG0513  NGVD 29 (??/??/92)  374.642  (m)         1229.14   (f) ADJ UNCH    2 0
 FG0513
 FG0513.Superseded values are not recommended for survey control.
 FG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0513.See file dsdata.txt to determine how the superseded data were derived.
 FG0513
 FG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV055564(NAD 83)
 FG0513_MARKER: DB = BENCH MARK DISK
 FG0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0513_STAMPING: F 147 1935
 FG0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0513+STABILITY: SURFACE MOTION
 FG0513
 FG0513  HISTORY     - Date     Condition        Report By
 FG0513  HISTORY     - 1935     MONUMENTED       CGS
 FG0513
 FG0513                          STATION DESCRIPTION
 FG0513
 FG0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0513'0.9 MI S FROM MOORE.
 FG0513'IN SEARCY COUNTY, 0.9 MILE SOUTH ALONG THE BEN HUR ROAD FROM THE POST
 FG0513'OFFICE AT MOORE, NEWTON COUNTY, 2.7 MILES EAST ALONG THE WITT SPRINGS
 FG0513'ROAD, 0.1 MILE SOUTHEAST OF A CONCRETE BRIDGE OVER FALLING WATERS
 FG0513'CREEK, 110 FEET WEST OF THE CREEK, AT AN ABANDONED FARMHOUSE, 17 FEET
 FG0513'NORTHWEST OF THE CENTERLINE OF THE ROAD, 32 FEET SOUTHWEST OF THE ROCK
 FG0513'MOUNTAIN TOWER ROAD, 9 FEET WEST OF A SOUTHEAST FENCE CORNER, AND 2
 FG0513'FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED F 147 1935 AND SET IN
 FG0513'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0663 ***********************************************************************
 FG0663  DESIGNATION -  F 148
 FG0663  PID         -  FG0663
 FG0663  STATE/COUNTY-  AR/POPE
 FG0663  USGS QUAD   -  LOST CORNER (1980)
 FG0663
 FG0663                         *CURRENT SURVEY CONTROL
 FG0663  ___________________________________________________________________
 FG0663* NAD 83(1986)-  35 36 55.     (N)    092 51 03.     (W)     SCALED    
 FG0663* NAVD 88     -       469.724  (meters)    1541.09   (feet)  ADJUSTED  
 FG0663  ___________________________________________________________________
 FG0663  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG0663  DYNAMIC HT  -         469.267 (meters)    1539.59  (feet)  COMP
 FG0663  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 FG0663
 FG0663  VERT ORDER  -  SECOND    CLASS 0
 FG0663
 FG0663.The horizontal coordinates were scaled from a topographic map and have
 FG0663.an estimated accuracy of +/- 6 seconds.
 FG0663
 FG0663.The orthometric height was determined by differential leveling
 FG0663.and adjusted by the National Geodetic Survey in June 1991..
 FG0663
 FG0663.The geoid height was determined by GEOID03.
 FG0663
 FG0663.The dynamic height is computed by dividing the NAVD 88
 FG0663.geopotential number by the normal gravity value computed on the
 FG0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0663.degrees latitude (g = 980.6199 gals.).
 FG0663
 FG0663.The modeled gravity was interpolated from observed gravity values.
 FG0663
 FG0663;                    North         East    Units  Estimated Accuracy
 FG0663;SPC AR N     -   142,550.      322,920.      MT  (+/- 180 meters Scaled)
 FG0663
 FG0663                          SUPERSEDED SURVEY CONTROL
 FG0663
 FG0663  NGVD 29 (??/??/92)  469.653  (m)         1540.85   (f) ADJ UNCH    2 0
 FG0663
 FG0663.Superseded values are not recommended for survey control.
 FG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0663.See file dsdata.txt to determine how the superseded data were derived.
 FG0663
 FG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV135412(NAD 83)
 FG0663_MARKER: DB = BENCH MARK DISK
 FG0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0663_STAMPING: F 148 1935
 FG0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0663+STABILITY: SURFACE MOTION
 FG0663
 FG0663  HISTORY     - Date     Condition        Report By
 FG0663  HISTORY     - 1935     MONUMENTED       CGS
 FG0663
 FG0663                          STATION DESCRIPTION
 FG0663
 FG0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0663'4.8 MI NW FROM LOST CORNER.
 FG0663'4.8 MILES NORTHWEST ALONG THE TILLY ROAD FROM THE POST OFFICE AT LOST
 FG0663'CORNER, POPE COUNTY, 100 FEET NORTH OF A RIGHT-ANGLE CURVE, 150 FEET
 FG0663'SOUTH OF THE CREST OF A RIDGE, 34 FEET EAST OF THE CENTERLINE OF THE
 FG0663'ROAD, 32 FEET EAST OF A DOUBLE 24-INCH HICKORY TREE, 6 FEET NORTH OF A
 FG0663'24-INCH HICKORY TREE, AND SET ON A LEVEL SPACE AT A CURVE IN THE ROAD.
 FG0663'A STANDARD DISK, STAMPED F 148 1935 AND SET IN THE TOP OF A CONCRETE
 FG0663'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0590 ***********************************************************************
 FG0590  DESIGNATION -  F 149
 FG0590  PID         -  FG0590
 FG0590  STATE/COUNTY-  AR/SEARCY
 FG0590  USGS QUAD   -  SNOWBALL (1980)
 FG0590
 FG0590                         *CURRENT SURVEY CONTROL
 FG0590  ___________________________________________________________________
 FG0590* NAD 83(1986)-  35 57 26.     (N)    092 51 42.     (W)     SCALED    
 FG0590* NAVD 88     -       198.197  (meters)     650.25   (feet)  ADJUSTED  
 FG0590  ___________________________________________________________________
 FG0590  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FG0590  DYNAMIC HT  -         198.019 (meters)     649.67  (feet)  COMP
 FG0590  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 FG0590
 FG0590  VERT ORDER  -  SECOND    CLASS 0
 FG0590
 FG0590.The horizontal coordinates were scaled from a topographic map and have
 FG0590.an estimated accuracy of +/- 6 seconds.
 FG0590
 FG0590.The orthometric height was determined by differential leveling
 FG0590.and adjusted by the National Geodetic Survey in June 1991..
 FG0590
 FG0590.The geoid height was determined by GEOID03.
 FG0590
 FG0590.The dynamic height is computed by dividing the NAVD 88
 FG0590.geopotential number by the normal gravity value computed on the
 FG0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0590.degrees latitude (g = 980.6199 gals.).
 FG0590
 FG0590.The modeled gravity was interpolated from observed gravity values.
 FG0590
 FG0590;                    North         East    Units  Estimated Accuracy
 FG0590;SPC AR N     -   180,500.      322,270.      MT  (+/- 180 meters Scaled)
 FG0590
 FG0590                          SUPERSEDED SURVEY CONTROL
 FG0590
 FG0590  NGVD 29 (??/??/92)  198.084  (m)          649.88   (f) ADJ UNCH    2 0
 FG0590
 FG0590.Superseded values are not recommended for survey control.
 FG0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0590.See file dsdata.txt to determine how the superseded data were derived.
 FG0590
 FG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV124792(NAD 83)
 FG0590_MARKER: DB = BENCH MARK DISK
 FG0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0590_STAMPING: F 149 135
 FG0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0590+STABILITY: SURFACE MOTION
 FG0590
 FG0590  HISTORY     - Date     Condition        Report By
 FG0590  HISTORY     - 1935     MONUMENTED       CGS
 FG0590
 FG0590                          STATION DESCRIPTION
 FG0590
 FG0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0590'0.4 MI NE FROM WOLEM.
 FG0590'0.4 MILE NORTHEAST ALONG THE RICHLAND ROAD FROM WOLEM, SEARCY COUNTY,
 FG0590'2.8 MILES SOUTHEAST ALONG THE SLAY BRANCH ROAD, ON BEN HILL, 1 MILE
 FG0590'NORTHWEST OF MANESS-TOWN SCHOOL, 300 FEET SOUTH OF THE SOUTH BANK OF
 FG0590'BUFFALO RIVER AT THE FORD, 96 FEET SOUTHEAST OF THE SOUTHEAST BANK OF
 FG0590'BENS BRANCH, 64 FEET SOUTH OF ABANDONED SAW MILL SITE, 64 FEET
 FG0590'SOUTHWEST OF A 48-INCH TREE, 25 FEET SOUTHWEST OF THE CENTERLINE OF
 FG0590'THE SLAY BRANCH ROAD, AND SET IN A GROUP OF SMALL BOX ELDER TREES.  A
 FG0590'STANDARD DISK, STMAPED F 149 1935 AND SET IN THE TOP OF A CONCRETE
 FG0590'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0855 ***********************************************************************
 EH0855  DESIGNATION -  F 15
 EH0855  PID         -  EH0855
 EH0855  STATE/COUNTY-  AR/LEE
 EH0855  USGS QUAD   -  AUBREY (1971)
 EH0855
 EH0855                         *CURRENT SURVEY CONTROL
 EH0855  ___________________________________________________________________
 EH0855* NAD 83(1986)-  34 44 45.     (N)    090 55 50.     (W)     SCALED    
 EH0855* NAVD 88     -        61.916  (meters)     203.14   (feet)  ADJUSTED  
 EH0855  ___________________________________________________________________
 EH0855  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0855  DYNAMIC HT  -          61.859 (meters)     202.95  (feet)  COMP
 EH0855  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 EH0855
 EH0855  VERT ORDER  -  FIRST     CLASS II
 EH0855
 EH0855.The horizontal coordinates were scaled from a topographic map and have
 EH0855.an estimated accuracy of +/- 6 seconds.
 EH0855
 EH0855.The orthometric height was determined by differential leveling
 EH0855.and adjusted by the National Geodetic Survey in June 1991..
 EH0855.WARNING-Repeat measurements at this control monument indicate possible
 EH0855.vertical movement.
 EH0855
 EH0855.The geoid height was determined by GEOID03.
 EH0855
 EH0855.The dynamic height is computed by dividing the NAVD 88
 EH0855.geopotential number by the normal gravity value computed on the
 EH0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0855.degrees latitude (g = 980.6199 gals.).
 EH0855
 EH0855.The modeled gravity was interpolated from observed gravity values.
 EH0855
 EH0855;                    North         East    Units  Estimated Accuracy
 EH0855;SPC AR S     -   631,120.      497,930.      MT  (+/- 180 meters Scaled)
 EH0855
 EH0855                          SUPERSEDED SURVEY CONTROL
 EH0855
 EH0855  NGVD 29 (??/??/??)   61.928  (m)          203.18   (f) ADJUSTED    1 2
 EH0855
 EH0855.Superseded values are not recommended for survey control.
 EH0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0855.See file dsdata.txt to determine how the superseded data were derived.
 EH0855
 EH0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU894468(NAD 83)
 EH0855_MARKER: DB = BENCH MARK DISK
 EH0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0855_STAMPING: 203.172 F 15 1932
 EH0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0855+STABILITY: SURFACE MOTION
 EH0855
 EH0855  HISTORY     - Date     Condition        Report By
 EH0855  HISTORY     - 1932     MONUMENTED       CGS
 EH0855  HISTORY     - 1955     GOOD             CGS
 EH0855  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH0855
 EH0855                          STATION DESCRIPTION
 EH0855
 EH0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0855'3.7 MI NW FROM AUBREY.
 EH0855'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 121 FROM THE SCHOOL AT
 EH0855'AUBREY, THENCE ABOUT 1.8 MILES WEST ALONG A DIRT ROAD, AT THOMASVILLE
 EH0855'(ABANDONED), AT CROSSING OF OLD ABANDONED GRADE OF MISSOURI AND
 EH0855'ARKANSAS RAILROAD, ABOUT 0.25 MILE WEST OF JUNCTION OF A DIRT ROAD
 EH0855'NORTH AND A CEMETERY IN NORTHWEST QUARTER OF JUNCTION, 54 FEET NORTH
 EH0855'OF CENTER LINE OF ROAD, 54 FEET WEST-NORTHWEST OF A POWER POLE, 63
 EH0855'FEET SOUTH OF SOUTHEAST CORNER OF MATTIE SCROUD RESIDENCE, 4.8 FEET
 EH0855'WEST OF A FENCE LINE, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN
 EH0855'THE TOP OF A CONCRETE POST ABOUT 1 INCHES UNDERGROUND.
 EH0855
 EH0855                          STATION RECOVERY (1970)
 EH0855
 EH0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1222 ***********************************************************************
 EJ1222  DESIGNATION -  F 151
 EJ1222  PID         -  EJ1222
 EJ1222  STATE/COUNTY-  AR/CLARK
 EJ1222  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1222
 EJ1222                         *CURRENT SURVEY CONTROL
 EJ1222  ___________________________________________________________________
 EJ1222* NAD 83(1986)-  34 02 45.     (N)    093 15 55.     (W)     SCALED    
 EJ1222* NAVD 88     -        83.354  (meters)     273.47   (feet)  ADJUSTED  
 EJ1222  ___________________________________________________________________
 EJ1222  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ1222  DYNAMIC HT  -          83.270 (meters)     273.19  (feet)  COMP
 EJ1222  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 EJ1222
 EJ1222  VERT ORDER  -  SECOND    CLASS 0
 EJ1222
 EJ1222.The horizontal coordinates were scaled from a topographic map and have
 EJ1222.an estimated accuracy of +/- 6 seconds.
 EJ1222
 EJ1222.The orthometric height was determined by differential leveling
 EJ1222.and adjusted by the National Geodetic Survey in June 1991..
 EJ1222
 EJ1222.The geoid height was determined by GEOID03.
 EJ1222
 EJ1222.The dynamic height is computed by dividing the NAVD 88
 EJ1222.geopotential number by the normal gravity value computed on the
 EJ1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1222.degrees latitude (g = 980.6199 gals.).
 EJ1222
 EJ1222.The modeled gravity was interpolated from observed gravity values.
 EJ1222
 EJ1222;                    North         East    Units  Estimated Accuracy
 EJ1222;SPC AR S     -   553,690.      283,180.      MT  (+/- 180 meters Scaled)
 EJ1222
 EJ1222                          SUPERSEDED SURVEY CONTROL
 EJ1222
 EJ1222  NGVD 29 (??/??/92)   83.356  (m)          273.48   (f) ADJ UNCH    2 0
 EJ1222
 EJ1222.Superseded values are not recommended for survey control.
 EJ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1222.See file dsdata.txt to determine how the superseded data were derived.
 EJ1222
 EJ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT755672(NAD 83)
 EJ1222_MARKER: DB = BENCH MARK DISK
 EJ1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1222_STAMPING: F 151 1935
 EJ1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1222+STABILITY: SURFACE MOTION
 EJ1222
 EJ1222  HISTORY     - Date     Condition        Report By
 EJ1222  HISTORY     - 1935     MONUMENTED       CGS
 EJ1222  HISTORY     - 1964     GOOD             NGS
 EJ1222
 EJ1222                          STATION DESCRIPTION
 EJ1222
 EJ1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1222'5.9 MI NE FROM OKOLONA.
 EJ1222'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL AT
 EJ1222'OKOLONA, 1.5 MILES WEST OF THE JUNCTION OF A ROAD SOUTH TO GURDON, 0.2
 EJ1222'MILE WEST OF A NEGRO SCHOOL, 78 FEET SOUTH OF THE CENTERLINE OF THE
 EJ1222'HIGHWAY, 19 FEET WEST OF A GATE TO THE JOHN MCMILLAN FARMHOUSE, AND 1
 EJ1222'FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED F 151 1935 AND SET
 EJ1222'IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 0.8 MI E OF THE BOSWELL
 EJ1222'STORE.  IN FRONT OF HOUSE OWNED AND OCCUPIED BY MR. J.D. GARDNER.
 EJ1222
 EJ1222                          STATION RECOVERY (1964)
 EJ1222
 EJ1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0565 ***********************************************************************
 GF0565  DESIGNATION -  F 157 RESET
 GF0565  PID         -  GF0565
 GF0565  STATE/COUNTY-  AR/CARROLL
 GF0565  USGS QUAD   -  GRANDVIEW (1972)
 GF0565
 GF0565                         *CURRENT SURVEY CONTROL
 GF0565  ___________________________________________________________________
 GF0565* NAD 83(1997)-  36 22 48.72085(N)    093 35 23.01001(W)     ADJUSTED  
 GF0565* NAVD 88     -       368.53   (meters)    1209.1    (feet)  RESET     
 GF0565  ___________________________________________________________________
 GF0565  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GF0565  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0565
 GF0565  HORZ ORDER  -  THIRD
 GF0565  VERT ORDER  -  THIRD
 GF0565
 GF0565.The horizontal coordinates were established by classical geodetic methods
 GF0565.and adjusted by the National Geodetic Survey in September 1999..
 GF0565.No horizontal observational check was made to the station.
 GF0565
 GF0565.The orthometric height was computed from unverified reset data.
 GF0565
 GF0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0565
 GF0565.The geoid height was determined by GEOID03.
 GF0565
 GF0565;                    North         East     Units Scale Factor Converg.
 GF0565;SPC AR N     -   228,244.826   257,357.282   MT  1.00003233   -0 55 30.2
 GF0565;SPC AR N     -   748,833.23    844,346.35   sFT  1.00003233   -0 55 30.2
 GF0565;SPC MO W     -    24,078.005   931,674.213   MT  1.00002333   +0 32 23.8
 GF0565;SPC MO C     -    61,228.389   402,224.911   MT  1.00005108   -0 38 47.1
 GF0565;UTM  15      - 4,026,281.021   447,105.501   MT  0.99963447   -0 20 59.3
 GF0565
 GF0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0565!SPC AR N     -   0.99994659  x   1.00003233  =   0.99997892
 GF0565!SPC MO W     -   0.99994659  x   1.00002333  =   0.99996992
 GF0565!SPC MO C     -   0.99994659  x   1.00005108  =   0.99999767
 GF0565!UTM  15      -   0.99994659  x   0.99963447  =   0.99958108
 GF0565
 GF0565                          SUPERSEDED SURVEY CONTROL
 GF0565
 GF0565  NAD 83(1997)-  36 22 48.72907(N)    093 35 23.01258(W) AD(       ) 3
 GF0565  NAD 83(1997)-  36 22 48.73181(N)    093 35 23.01039(W) AD(       ) 3
 GF0565  NAD 83(1986)-  36 22 48.73192(N)    093 35 23.01055(W) AD(       ) 3
 GF0565  NAD 27      -  36 22 48.48444(N)    093 35 22.33980(W) AD(       ) 3
 GF0565  NGVD 29 (07/19/86)  368.4    (m)         1209.     (f) VERT ANG       
 GF0565
 GF0565.Superseded values are not recommended for survey control.
 GF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0565.See file dsdata.txt to determine how the superseded data were derived.
 GF0565
 GF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4710626281(NAD 83)
 GF0565_MARKER: DB = BENCH MARK DISK
 GF0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0565_STAMPING: F 157 RESET 1969
 GF0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0565+STABILITY: SURFACE MOTION
 GF0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0565+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 GF0565
 GF0565  HISTORY     - Date     Condition        Report By
 GF0565  HISTORY     - 1969     MONUMENTED       CGS
 GF0565  HISTORY     - 1987     GOOD             USPSQD
 GF0565  HISTORY     - 20031112 GOOD             INDIV
 GF0565
 GF0565                          STATION DESCRIPTION
 GF0565
 GF0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GF0565'1.8 MI W FROM BERRYVILLE.
 GF0565'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COURTHOUSE
 GF0565'AT BERRYVILLE, 79 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GF0565'A HOUSE, 60 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 62,
 GF0565'29 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A
 GF0565'METAL WITNESS POST, 1 FOOT EAST OF A FENCE, AT HIGHWAY STATION
 GF0565'598+99.0, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 GF0565'PROJECTS 3 INCHES.
 GF0565
 GF0565                          STATION RECOVERY (1987)
 GF0565
 GF0565'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0565'RECOVERED IN GOOD CONDITION.
 GF0565
 GF0565                          STATION RECOVERY (2003)
 GF0565
 GF0565'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KG)
 GF0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0435 ***********************************************************************
 GF0435  DESIGNATION -  F 158
 GF0435  PID         -  GF0435
 GF0435  STATE/COUNTY-  AR/CARROLL
 GF0435  USGS QUAD   -  OSAGE (1968)
 GF0435
 GF0435                         *CURRENT SURVEY CONTROL
 GF0435  ___________________________________________________________________
 GF0435* NAD 83(1986)-  36 10 35.     (N)    093 22 50.     (W)     SCALED    
 GF0435* NAVD 88     -       420.165  (meters)    1378.49   (feet)  ADJUSTED  
 GF0435  ___________________________________________________________________
 GF0435  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GF0435  DYNAMIC HT  -         419.782 (meters)    1377.23  (feet)  COMP
 GF0435  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 GF0435
 GF0435  VERT ORDER  -  SECOND    CLASS 0
 GF0435
 GF0435.The horizontal coordinates were scaled from a topographic map and have
 GF0435.an estimated accuracy of +/- 6 seconds.
 GF0435
 GF0435.The orthometric height was determined by differential leveling
 GF0435.and adjusted by the National Geodetic Survey in June 1991..
 GF0435
 GF0435.The geoid height was determined by GEOID03.
 GF0435
 GF0435.The dynamic height is computed by dividing the NAVD 88
 GF0435.geopotential number by the normal gravity value computed on the
 GF0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0435.degrees latitude (g = 980.6199 gals.).
 GF0435
 GF0435.The modeled gravity was interpolated from observed gravity values.
 GF0435
 GF0435;                    North         East    Units  Estimated Accuracy
 GF0435;SPC AR N     -   205,350.      275,810.      MT  (+/- 180 meters Scaled)
 GF0435
 GF0435                          SUPERSEDED SURVEY CONTROL
 GF0435
 GF0435  NGVD 29 (??/??/92)  420.044  (m)         1378.09   (f) ADJ UNCH    2 0
 GF0435
 GF0435.Superseded values are not recommended for survey control.
 GF0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0435.See file dsdata.txt to determine how the superseded data were derived.
 GF0435
 GF0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA657035(NAD 83)
 GF0435_MARKER: DB = BENCH MARK DISK
 GF0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0435_STAMPING: F 158 1935
 GF0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0435+STABILITY: SURFACE MOTION
 GF0435
 GF0435  HISTORY     - Date     Condition        Report By
 GF0435  HISTORY     - 1935     MONUMENTED       CGS
 GF0435  HISTORY     - 1987     GOOD             USPSQD
 GF0435
 GF0435                          STATION DESCRIPTION
 GF0435
 GF0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0435'1.6 MI SE FROM OSAGE.
 GF0435'1.6 MILES SOUTHEAST ALONG THE OSAGE-DELMAR ROAD FROM THE POST
 GF0435'OFFICE AT OSAGE, CARROLL COUNTY, AT A RIGHT ANGLE CURVE, 51 FEET
 GF0435'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 38 FEET NORTHEAST OF
 GF0435'THE NORTHEAST CORNER OF THE C.W. FAUST FARMHOUSE ON THE E.R.
 GF0435'PRESSLEY FARM, 20 FEET SOUTH OF THE NORTHEAST CORNER OF A YARD
 GF0435'FENCE, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 GF0435'F 158 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0435
 GF0435                          STATION RECOVERY (1987)
 GF0435
 GF0435'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1092 ***********************************************************************
 EJ1092  DESIGNATION -  F 159
 EJ1092  PID         -  EJ1092
 EJ1092  STATE/COUNTY-  AR/GARLAND
 EJ1092  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1092
 EJ1092                         *CURRENT SURVEY CONTROL
 EJ1092  ___________________________________________________________________
 EJ1092* NAD 83(1986)-  34 33 47.     (N)    093 21 22.     (W)     SCALED    
 EJ1092* NAVD 88     -       154.530  (meters)     506.99   (feet)  ADJUSTED  
 EJ1092  ___________________________________________________________________
 EJ1092  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 EJ1092  DYNAMIC HT  -         154.376 (meters)     506.48  (feet)  COMP
 EJ1092  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 EJ1092
 EJ1092  VERT ORDER  -  SECOND    CLASS 0
 EJ1092
 EJ1092.The horizontal coordinates were scaled from a topographic map and have
 EJ1092.an estimated accuracy of +/- 6 seconds.
 EJ1092
 EJ1092.The orthometric height was determined by differential leveling
 EJ1092.and adjusted by the National Geodetic Survey in June 1991..
 EJ1092
 EJ1092.The geoid height was determined by GEOID03.
 EJ1092
 EJ1092.The dynamic height is computed by dividing the NAVD 88
 EJ1092.geopotential number by the normal gravity value computed on the
 EJ1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1092.degrees latitude (g = 980.6199 gals.).
 EJ1092
 EJ1092.The modeled gravity was interpolated from observed gravity values.
 EJ1092
 EJ1092;                    North         East    Units  Estimated Accuracy
 EJ1092;SPC AR S     -   611,160.      275,560.      MT  (+/- 180 meters Scaled)
 EJ1092
 EJ1092                          SUPERSEDED SURVEY CONTROL
 EJ1092
 EJ1092  NGVD 29 (??/??/92)  154.500  (m)          506.89   (f) ADJ UNCH    2 0
 EJ1092
 EJ1092.Superseded values are not recommended for survey control.
 EJ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1092.See file dsdata.txt to determine how the superseded data were derived.
 EJ1092
 EJ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU673246(NAD 83)
 EJ1092_MARKER: DB = BENCH MARK DISK
 EJ1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1092_STAMPING: F 159 1935
 EJ1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1092+STABILITY: SURFACE MOTION
 EJ1092
 EJ1092  HISTORY     - Date     Condition        Report By
 EJ1092  HISTORY     - 1935     MONUMENTED       CGS
 EJ1092
 EJ1092                          STATION DESCRIPTION
 EJ1092
 EJ1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1092'4.0 MI N FROM CRYSTAL SPRINGS.
 EJ1092'4 MILES NORTH ALONG THE WALNUT FORK ROAD FROM THE PUBLIC SCHOOL AT
 EJ1092'CRYSTAL SPRINGS, GARLAND COUNTY, 180 FEET NORTH OF THE CENTER LINE OF
 EJ1092'A ROAD LEADING WEST TO POLLARD CREEK, 17.5 FEET WEST OF THE CENTER
 EJ1092'LINE OF THE MAIN ROAD, 64 FEET SOUTH OF THE SOUTHEAST CORNER OF A LOG
 EJ1092'HOUSE, IN THE SOUTHEAST CORNER OF A FIELD, AND 9.3 FEET WEST OF AN
 EJ1092'APPLE TREE.  A STANDARD DISK, STAMPED F 159 1935 AND SET IN THE TOP OF
 EJ1092'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0578 ***********************************************************************
 FF0578  DESIGNATION -  F 16
 FF0578  PID         -  FF0578
 FF0578  STATE/COUNTY-  AR/CROSS
 FF0578  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0578
 FF0578                         *CURRENT SURVEY CONTROL
 FF0578  ___________________________________________________________________
 FF0578* NAD 83(1986)-  35 24 06.     (N)    090 59 44.     (W)     SCALED    
 FF0578* NAVD 88     -        73.025  (meters)     239.58   (feet)  ADJUSTED  
 FF0578  ___________________________________________________________________
 FF0578  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FF0578  DYNAMIC HT  -          72.960 (meters)     239.37  (feet)  COMP
 FF0578  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 FF0578
 FF0578  VERT ORDER  -  FIRST     CLASS II
 FF0578
 FF0578.The horizontal coordinates were scaled from a topographic map and have
 FF0578.an estimated accuracy of +/- 6 seconds.
 FF0578
 FF0578.The orthometric height was determined by differential leveling
 FF0578.and adjusted by the National Geodetic Survey in June 1991..
 FF0578.WARNING-Repeat measurements at this control monument indicate possible
 FF0578.vertical movement.
 FF0578
 FF0578.The geoid height was determined by GEOID03.
 FF0578
 FF0578.The dynamic height is computed by dividing the NAVD 88
 FF0578.geopotential number by the normal gravity value computed on the
 FF0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0578.degrees latitude (g = 980.6199 gals.).
 FF0578
 FF0578.The modeled gravity was interpolated from observed gravity values.
 FF0578
 FF0578;                    North         East    Units  Estimated Accuracy
 FF0578;SPC AR N     -   118,990.      491,240.      MT  (+/- 180 meters Scaled)
 FF0578
 FF0578                          SUPERSEDED SURVEY CONTROL
 FF0578
 FF0578  NGVD 29 (??/??/??)   72.979  (m)          239.43   (f) ADJUSTED    1 2
 FF0578
 FF0578.Superseded values are not recommended for survey control.
 FF0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0578.See file dsdata.txt to determine how the superseded data were derived.
 FF0578
 FF0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV820194(NAD 83)
 FF0578_MARKER: DB = BENCH MARK DISK
 FF0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0578_STAMPING: 239.366 F 16 1932
 FF0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0578+STABILITY: SURFACE MOTION
 FF0578
 FF0578  HISTORY     - Date     Condition        Report By
 FF0578  HISTORY     - 1932     MONUMENTED       CGS
 FF0578  HISTORY     - 1956     GOOD             CGS
 FF0578  HISTORY     - 20030506 MARK NOT FOUND   USACE
 FF0578
 FF0578                          STATION DESCRIPTION
 FF0578
 FF0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0578'AT HICKORY RIDGE.
 FF0578'AT HICKORY RIDGE, ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, 9 1/2
 FF0578'FEET NORTH-NORTHEAST OF TELEPHONE POLE NO. 161/17, 27 1/2 FEET EAST
 FF0578'OF EAST RAIL OF MAIN TRACK, 87 1/2 FEET SOUTH OF SOUTHWEST CORNER
 FF0578'OF STATION BUILDING, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK AND SET
 FF0578'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 FF0578
 FF0578                          STATION RECOVERY (2003)
 FF0578
 FF0578'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0799 ***********************************************************************
 EJ0799  DESIGNATION -  F 161
 EJ0799  PID         -  EJ0799
 EJ0799  STATE/COUNTY-  AR/SALINE
 EJ0799  USGS QUAD   -  PARON SW (1984)
 EJ0799
 EJ0799                         *CURRENT SURVEY CONTROL
 EJ0799  ___________________________________________________________________
 EJ0799* NAD 83(1986)-  34 49 09.     (N)    092 52 51.     (W)     SCALED    
 EJ0799* NAVD 88     -       230.246  (meters)     755.40   (feet)  ADJUSTED  
 EJ0799  ___________________________________________________________________
 EJ0799  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EJ0799  DYNAMIC HT  -         230.018 (meters)     754.65  (feet)  COMP
 EJ0799  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 EJ0799
 EJ0799  VERT ORDER  -  SECOND    CLASS 0
 EJ0799
 EJ0799.The horizontal coordinates were scaled from a topographic map and have
 EJ0799.an estimated accuracy of +/- 6 seconds.
 EJ0799
 EJ0799.The orthometric height was determined by differential leveling
 EJ0799.and adjusted by the National Geodetic Survey in June 1991..
 EJ0799
 EJ0799.The geoid height was determined by GEOID03.
 EJ0799
 EJ0799.The dynamic height is computed by dividing the NAVD 88
 EJ0799.geopotential number by the normal gravity value computed on the
 EJ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0799.degrees latitude (g = 980.6199 gals.).
 EJ0799
 EJ0799.The modeled gravity was interpolated from observed gravity values.
 EJ0799
 EJ0799;                    North         East    Units  Estimated Accuracy
 EJ0799;SPC AR S     -   639,100.      319,410.      MT  (+/- 180 meters Scaled)
 EJ0799
 EJ0799                          SUPERSEDED SURVEY CONTROL
 EJ0799
 EJ0799  NGVD 29 (??/??/92)  230.244  (m)          755.39   (f) ADJ UNCH    2 0
 EJ0799
 EJ0799.Superseded values are not recommended for survey control.
 EJ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0799.See file dsdata.txt to determine how the superseded data were derived.
 EJ0799
 EJ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU108529(NAD 83)
 EJ0799_MARKER: DB = BENCH MARK DISK
 EJ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0799_STAMPING: F 161 1935
 EJ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0799+STABILITY: SURFACE MOTION
 EJ0799
 EJ0799  HISTORY     - Date     Condition        Report By
 EJ0799  HISTORY     - 1935     MONUMENTED       CGS
 EJ0799  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ0799
 EJ0799                          STATION DESCRIPTION
 EJ0799
 EJ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0799'4.6 MI NW FROM REFORM.
 EJ0799'4.6 MILES NORTHWEST ALONG THE ALUM FORK ROAD FROM THE POST OFFICE AT
 EJ0799'REFORM, SALINE COUNTY, 1.4 MILES WEST OF WALNUT BOTTOM SCHOOL, AT THE
 EJ0799'Y-JUNCTION OF A ROAD LEADING NORTH TO NORTH FORK TOWER, 50 FEET SOUTH
 EJ0799'OF THE NORTH POINT OF THE WYE, 30 FEET NORTH OF THE CENTER LINE OF THE
 EJ0799'ROAD, AND AT THE CENTER OF THE TRIANGLE.  A STANDARD DISK, STAMPED F
 EJ0799'161 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0839 ***********************************************************************
 EJ0839  DESIGNATION -  F 162
 EJ0839  PID         -  EJ0839
 EJ0839  STATE/COUNTY-  AR/SALINE
 EJ0839  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ0839
 EJ0839                         *CURRENT SURVEY CONTROL
 EJ0839  ___________________________________________________________________
 EJ0839* NAD 83(1986)-  34 40 06.     (N)    092 53 25.     (W)     SCALED    
 EJ0839* NAVD 88     -       146.557  (meters)     480.83   (feet)  ADJUSTED  
 EJ0839  ___________________________________________________________________
 EJ0839  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EJ0839  DYNAMIC HT  -         146.415 (meters)     480.36  (feet)  COMP
 EJ0839  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 EJ0839
 EJ0839  VERT ORDER  -  SECOND    CLASS 0
 EJ0839
 EJ0839.The horizontal coordinates were scaled from a topographic map and have
 EJ0839.an estimated accuracy of +/- 6 seconds.
 EJ0839
 EJ0839.The orthometric height was determined by differential leveling
 EJ0839.and adjusted by the National Geodetic Survey in June 1991..
 EJ0839
 EJ0839.The geoid height was determined by GEOID03.
 EJ0839
 EJ0839.The dynamic height is computed by dividing the NAVD 88
 EJ0839.geopotential number by the normal gravity value computed on the
 EJ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0839.degrees latitude (g = 980.6199 gals.).
 EJ0839
 EJ0839.The modeled gravity was interpolated from observed gravity values.
 EJ0839
 EJ0839;                    North         East    Units  Estimated Accuracy
 EJ0839;SPC AR S     -   622,370.      318,400.      MT  (+/- 180 meters Scaled)
 EJ0839
 EJ0839                          SUPERSEDED SURVEY CONTROL
 EJ0839
 EJ0839  NGVD 29 (??/??/92)  146.560  (m)          480.84   (f) ADJ UNCH    2 0
 EJ0839
 EJ0839.Superseded values are not recommended for survey control.
 EJ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0839.See file dsdata.txt to determine how the superseded data were derived.
 EJ0839
 EJ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU100362(NAD 83)
 EJ0839_MARKER: DB = BENCH MARK DISK
 EJ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0839_STAMPING: F 162 1935
 EJ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0839+STABILITY: SURFACE MOTION
 EJ0839
 EJ0839  HISTORY     - Date     Condition        Report By
 EJ0839  HISTORY     - 1935     MONUMENTED       CGS
 EJ0839
 EJ0839                          STATION DESCRIPTION
 EJ0839
 EJ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0839'14.0 MI NE FROM HOT SPRINGS.
 EJ0839'IN SALINE COUNTY, 14 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE
 EJ0839'HOKE SMITH MONUMENT AT HOT SPRINGS, GARLAND COUNTY, THENCE 4.1 MILES
 EJ0839'NORTH ALONG THE SULPHUR SPRINGS ROAD.  1.7 MILES SOUTH OF THE
 EJ0839'INTERSECTION OF A ROAD LEADING TO WHITTINGTON, 1.5 MILES SOUTH OF A
 EJ0839'FORD ACROSS MIDDLE FORK SALINE RIVER, 90 FEET NORTHEAST OF THE W.E.
 EJ0839'HEFLEY FARMHOUSE, 18.6 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 EJ0839'AT THE EAST CORNER OF A FRUIT ORCHARD, AND 1.5 FEET EAST OF THE FENCE.
 EJ0839'A STANDARD DISK, STAMPED F 162 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0839'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1282 ***********************************************************************
 EJ1282  DESIGNATION -  F 163
 EJ1282  PID         -  EJ1282
 EJ1282  STATE/COUNTY-  AR/MONTGOMERY
 EJ1282  USGS QUAD   -  BONNERDALE (1966)
 EJ1282
 EJ1282                         *CURRENT SURVEY CONTROL
 EJ1282  ___________________________________________________________________
 EJ1282* NAD 83(1986)-  34 27 29.     (N)    093 27 08.     (W)     SCALED    
 EJ1282* NAVD 88     -       218.299  (meters)     716.20   (feet)  ADJUSTED  
 EJ1282  ___________________________________________________________________
 EJ1282  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EJ1282  DYNAMIC HT  -         218.079 (meters)     715.48  (feet)  COMP
 EJ1282  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 EJ1282
 EJ1282  VERT ORDER  -  SECOND    CLASS 0
 EJ1282
 EJ1282.The horizontal coordinates were scaled from a topographic map and have
 EJ1282.an estimated accuracy of +/- 6 seconds.
 EJ1282
 EJ1282.The orthometric height was determined by differential leveling
 EJ1282.and adjusted by the National Geodetic Survey in June 1991..
 EJ1282
 EJ1282.The geoid height was determined by GEOID03.
 EJ1282
 EJ1282.The dynamic height is computed by dividing the NAVD 88
 EJ1282.geopotential number by the normal gravity value computed on the
 EJ1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1282.degrees latitude (g = 980.6199 gals.).
 EJ1282
 EJ1282.The modeled gravity was interpolated from observed gravity values.
 EJ1282
 EJ1282;                    North         East    Units  Estimated Accuracy
 EJ1282;SPC AR S     -   599,640.      266,570.      MT  (+/- 180 meters Scaled)
 EJ1282
 EJ1282                          SUPERSEDED SURVEY CONTROL
 EJ1282
 EJ1282  NGVD 29 (??/??/92)  218.267  (m)          716.10   (f) ADJ UNCH    2 0
 EJ1282
 EJ1282.Superseded values are not recommended for survey control.
 EJ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1282.See file dsdata.txt to determine how the superseded data were derived.
 EJ1282
 EJ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU584130(NAD 83)
 EJ1282_MARKER: DB = BENCH MARK DISK
 EJ1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1282_STAMPING: F 163 1935
 EJ1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1282+STABILITY: SURFACE MOTION
 EJ1282
 EJ1282  HISTORY     - Date     Condition        Report By
 EJ1282  HISTORY     - 1935     MONUMENTED       CGS
 EJ1282  HISTORY     - 1961     GOOD             NGS
 EJ1282
 EJ1282                          STATION DESCRIPTION
 EJ1282
 EJ1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1282'11.0 MI NW FROM BONNERDALE.
 EJ1282'IN MONTGOMERY COUNTY, 11.0 MILES NORTHWEST ALONG THE MAZARN CREEK ROAD
 EJ1282'AND THE BONNERDALE-ALAMO ACHOOL ROAD FROM THE POST OFFICE AT
 EJ1282'BONNERDALE, HOT SPRING COUNTY, 1.2 MILES SOUTHEAST OF THE JUNCTION OF
 EJ1282'THE OLD DALLAS-HOT SPRINGS ROAD AND THE BLUE CREEK ROAD, 0.4 MILE
 EJ1282'SOUTH OF A FORD ACROSS MAZARN CREEK, 0.4 MILE SOUTH OF THE JUNCTION OF
 EJ1282'THE ROAD TO GLENWOOD AND THE OLD DALLAS-HOT SPRINGS ROAD, 0.2 MILE
 EJ1282'NORTH OF A FORD ACROSS A SMALL CREEK, 300 FEET SOUTH OF THE JUNCTION
 EJ1282'OF A ROAD LEADING EAST, 26 FEET EAST OF THE CENTER LINE OF THE ROAD TO
 EJ1282'GLENWOOD, AND AT THE SUMMIT OF A HILL.  A STANDARD DISK, STAMPED F 163
 EJ1282'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1633 ***********************************************************************
 FF1633  DESIGNATION -  F 165
 FF1633  PID         -  FF1633
 FF1633  STATE/COUNTY-  AR/INDEPENDENCE
 FF1633  USGS QUAD   -  BATESVILLE (1989)
 FF1633
 FF1633                         *CURRENT SURVEY CONTROL
 FF1633  ___________________________________________________________________
 FF1633* NAD 83(1986)-  35 46 50.     (N)    091 37 46.     (W)     SCALED    
 FF1633* NAVD 88     -       105.774  (meters)     347.03   (feet)  ADJUSTED  
 FF1633  ___________________________________________________________________
 FF1633  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF1633  DYNAMIC HT  -         105.683 (meters)     346.73  (feet)  COMP
 FF1633  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 FF1633
 FF1633  VERT ORDER  -  SECOND    CLASS 0
 FF1633
 FF1633.The horizontal coordinates were scaled from a topographic map and have
 FF1633.an estimated accuracy of +/- 6 seconds.
 FF1633
 FF1633.The orthometric height was determined by differential leveling
 FF1633.and adjusted by the National Geodetic Survey in June 1991..
 FF1633
 FF1633.The geoid height was determined by GEOID03.
 FF1633
 FF1633.The dynamic height is computed by dividing the NAVD 88
 FF1633.geopotential number by the normal gravity value computed on the
 FF1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1633.degrees latitude (g = 980.6199 gals.).
 FF1633
 FF1633.The modeled gravity was interpolated from observed gravity values.
 FF1633
 FF1633;                    North         East    Units  Estimated Accuracy
 FF1633;SPC AR N     -   160,620.      433,500.      MT  (+/- 180 meters Scaled)
 FF1633
 FF1633                          SUPERSEDED SURVEY CONTROL
 FF1633
 FF1633  NGVD 29 (??/??/??)  105.700  (m)          346.78   (f) ADJUSTED    2 0
 FF1633
 FF1633.Superseded values are not recommended for survey control.
 FF1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1633.See file dsdata.txt to determine how the superseded data were derived.
 FF1633
 FF1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV238604(NAD 83)
 FF1633_MARKER: DB = BENCH MARK DISK
 FF1633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1633_SP_SET: CULVERT
 FF1633_STAMPING: F 165 1955
 FF1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1633
 FF1633  HISTORY     - Date     Condition        Report By
 FF1633  HISTORY     - 1955     MONUMENTED       CGS
 FF1633
 FF1633                          STATION DESCRIPTION
 FF1633
 FF1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1633'1.4 MI NE FROM BATESVILLE.
 FF1633'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1633'AT BATESVILLE, THENCE 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 11,
 FF1633'0.15 MILE WEST OF A CURVE IN THE HIGHWAY, 18.5 FEET SOUTH OF THE
 FF1633'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 FF1633'SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0600 ***********************************************************************
 GE0600  DESIGNATION -  F 166
 GE0600  PID         -  GE0600
 GE0600  STATE/COUNTY-  AR/SHARP
 GE0600  USGS QUAD   -  STUART (1981)
 GE0600
 GE0600                         *CURRENT SURVEY CONTROL
 GE0600  ___________________________________________________________________
 GE0600* NAD 83(1986)-  36 18 52.     (N)    091 30 05.     (W)     SCALED    
 GE0600* NAVD 88     -       177.302  (meters)     581.70   (feet)  ADJUSTED  
 GE0600  ___________________________________________________________________
 GE0600  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GE0600  DYNAMIC HT  -         177.154 (meters)     581.21  (feet)  COMP
 GE0600  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GE0600
 GE0600  VERT ORDER  -  SECOND    CLASS 0
 GE0600
 GE0600.The horizontal coordinates were scaled from a topographic map and have
 GE0600.an estimated accuracy of +/- 6 seconds.
 GE0600
 GE0600.The orthometric height was determined by differential leveling
 GE0600.and adjusted by the National Geodetic Survey in June 1991..
 GE0600
 GE0600.The geoid height was determined by GEOID03.
 GE0600
 GE0600.The dynamic height is computed by dividing the NAVD 88
 GE0600.geopotential number by the normal gravity value computed on the
 GE0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0600.degrees latitude (g = 980.6199 gals.).
 GE0600
 GE0600.The modeled gravity was interpolated from observed gravity values.
 GE0600
 GE0600;                    North         East    Units  Estimated Accuracy
 GE0600;SPC AR N     -   219,910.      444,780.      MT  (+/- 180 meters Scaled)
 GE0600
 GE0600                          SUPERSEDED SURVEY CONTROL
 GE0600
 GE0600  NGVD 29 (??/??/92)  177.196  (m)          581.35   (f) ADJ UNCH    2 0
 GE0600
 GE0600.Superseded values are not recommended for survey control.
 GE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0600.See file dsdata.txt to determine how the superseded data were derived.
 GE0600
 GE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA345198(NAD 83)
 GE0600_MARKER: DD = SURVEY DISK
 GE0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0600_SP_SET: CULVERT
 GE0600_STAMPING: F 166 1955
 GE0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0600
 GE0600  HISTORY     - Date     Condition        Report By
 GE0600  HISTORY     - 1955     MONUMENTED       USGS
 GE0600  HISTORY     - 1955     GOOD             NGS
 GE0600
 GE0600                          STATION DESCRIPTION
 GE0600
 GE0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0600'1.2 MI SW FROM HARDY.
 GE0600'1.25 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 62 FROM THE ST.
 GE0600'LOUIS -SAN FRANCISCO RAILROAD STATION AT HARDY, 22 FEET NORTHWEST
 GE0600'OF THE CENTER LINE OF THE OLD HIGHWAY, 39 FEET SOUTHEAST OF THE
 GE0600'CENTER LINE OF A GRAVELED ROAD LEADING SOUTHWEST, SET IN THE TOP
 GE0600'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 GE0600'CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0631 ***********************************************************************
 GE0631  DESIGNATION -  F 167
 GE0631  PID         -  GE0631
 GE0631  STATE/COUNTY-  AR/SHARP
 GE0631  USGS QUAD   -  ASH FLAT (1980)
 GE0631
 GE0631                         *CURRENT SURVEY CONTROL
 GE0631  ___________________________________________________________________
 GE0631* NAD 83(1986)-  36 07 48.     (N)    091 36 25.     (W)     SCALED    
 GE0631* NAVD 88     -       193.198  (meters)     633.85   (feet)  ADJUSTED  
 GE0631  ___________________________________________________________________
 GE0631  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GE0631  DYNAMIC HT  -         193.033 (meters)     633.31  (feet)  COMP
 GE0631  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GE0631
 GE0631  VERT ORDER  -  SECOND    CLASS 0
 GE0631
 GE0631.The horizontal coordinates were scaled from a topographic map and have
 GE0631.an estimated accuracy of +/- 6 seconds.
 GE0631
 GE0631.The orthometric height was determined by differential leveling
 GE0631.and adjusted by the National Geodetic Survey in June 1991..
 GE0631
 GE0631.The geoid height was determined by GEOID03.
 GE0631
 GE0631.The dynamic height is computed by dividing the NAVD 88
 GE0631.geopotential number by the normal gravity value computed on the
 GE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0631.degrees latitude (g = 980.6199 gals.).
 GE0631
 GE0631.The modeled gravity was interpolated from observed gravity values.
 GE0631
 GE0631;                    North         East    Units  Estimated Accuracy
 GE0631;SPC AR N     -   199,400.      435,380.      MT  (+/- 180 meters Scaled)
 GE0631
 GE0631                          SUPERSEDED SURVEY CONTROL
 GE0631
 GE0631  NGVD 29 (??/??/92)  193.098  (m)          633.52   (f) ADJ UNCH    2 0
 GE0631
 GE0631.Superseded values are not recommended for survey control.
 GE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0631.See file dsdata.txt to determine how the superseded data were derived.
 GE0631
 GE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV253992(NAD 83)
 GE0631_MARKER: DB = BENCH MARK DISK
 GE0631_SETTING: 66 = SET IN ROCK OUTCROP
 GE0631_SP_SET: ROCK OUTCROP
 GE0631_STAMPING: F 167 1955
 GE0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0631+STABILITY: POSITION/ELEVATION WELL
 GE0631
 GE0631  HISTORY     - Date     Condition        Report By
 GE0631  HISTORY     - 1955     MONUMENTED       CGS
 GE0631
 GE0631                          STATION DESCRIPTION
 GE0631
 GE0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0631'4.7 MI N FROM EVENING SHADE.
 GE0631'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0631'EVENING SHADE, THENCE 4.45 MILES NORTH ALONG STATE HIGHWAY 11,
 GE0631'119 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET
 GE0631'SOUTHWEST OF THE SOUTHEAST END OF A CUT, 57 FEET WEST OF A
 GE0631'WITNESS POST, 0.25 MILE SOUTH OF A POWER LINE WHICH CROSSES THE
 GE0631'HIGHWAY, FLUSH WITH THE GROUND, SET IN THE TOP OF THE NORTHWEST
 GE0631'SIDE OF A 5 X 7 FOOT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1184 ***********************************************************************
 EH1184  DESIGNATION -  F 168
 EH1184  PID         -  EH1184
 EH1184  STATE/COUNTY-  AR/PRAIRIE
 EH1184  USGS QUAD   -  ULM (1968)
 EH1184
 EH1184                         *CURRENT SURVEY CONTROL
 EH1184  ___________________________________________________________________
 EH1184* NAD 83(1986)-  34 34 59.     (N)    091 26 56.     (W)     SCALED    
 EH1184* NAVD 88     -        63.498  (meters)     208.33   (feet)  ADJUSTED  
 EH1184  ___________________________________________________________________
 EH1184  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH1184  DYNAMIC HT  -          63.438 (meters)     208.13  (feet)  COMP
 EH1184  MODELED GRAV-     979,682.1   (mgal)                       NAVD 88
 EH1184
 EH1184  VERT ORDER  -  FIRST     CLASS II
 EH1184
 EH1184.The horizontal coordinates were scaled from a topographic map and have
 EH1184.an estimated accuracy of +/- 6 seconds.
 EH1184
 EH1184.The orthometric height was determined by differential leveling
 EH1184.and adjusted by the National Geodetic Survey in June 1991..
 EH1184
 EH1184.The geoid height was determined by GEOID03.
 EH1184
 EH1184.The dynamic height is computed by dividing the NAVD 88
 EH1184.geopotential number by the normal gravity value computed on the
 EH1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1184.degrees latitude (g = 980.6199 gals.).
 EH1184
 EH1184.The modeled gravity was interpolated from observed gravity values.
 EH1184
 EH1184;                    North         East    Units  Estimated Accuracy
 EH1184;SPC AR S     -   612,690.      450,560.      MT  (+/- 180 meters Scaled)
 EH1184
 EH1184                          SUPERSEDED SURVEY CONTROL
 EH1184
 EH1184  NGVD 29 (??/??/??)   63.523  (m)          208.41   (f) ADJUSTED    1 2
 EH1184
 EH1184.Superseded values are not recommended for survey control.
 EH1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1184.See file dsdata.txt to determine how the superseded data were derived.
 EH1184
 EH1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU422279(NAD 83)
 EH1184_MARKER: DB = BENCH MARK DISK
 EH1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1184_SP_SET: CULVERT
 EH1184_STAMPING: F 168 1955
 EH1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1184+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1184
 EH1184  HISTORY     - Date     Condition        Report By
 EH1184  HISTORY     - 1955     MONUMENTED       CGS
 EH1184  HISTORY     - 20030422 GOOD             USACE
 EH1184
 EH1184                          STATION DESCRIPTION
 EH1184
 EH1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1184'0.8 MI NE FROM ULM.
 EH1184'ABOUT 0.8 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EH1184'THE STATION SIGN AT ULM, ABOUT 0.4 MILE SOUTHWEST OF MILE POLE 225, 73
 EH1184'FEET NORTHWEST OF NORTHWEST RAIL OF TRACK AT TOP OF TRESTLE NO.
 EH1184'225/39, 24 1/2 FEET SOUTHEAST OF CENTER LINE OF U.S. HIGHWAY 79, IN
 EH1184'THE TOP OF THE SOUTHWEST END OF SOUTHEAST HEAD WALL OF A 10-FOOT
 EH1184'CONCRETE CULVERT UNDER HIGHWAY 79, ABOUT 3 FEET BELOW LEVEL OF TRACK
 EH1184'AND ABOUT LEVEL WITH HIGHWAY.
 EH1184
 EH1184                          STATION RECOVERY (2003)
 EH1184
 EH1184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1149 ***********************************************************************
 EH1149  DESIGNATION -  F 169
 EH1149  PID         -  EH1149
 EH1149  STATE/COUNTY-  AR/MONROE
 EH1149  USGS QUAD   -  BRINKLEY (1971)
 EH1149
 EH1149                         *CURRENT SURVEY CONTROL
 EH1149  ___________________________________________________________________
 EH1149* NAD 83(1986)-  34 53 08.     (N)    091 10 31.     (W)     SCALED    
 EH1149* NAVD 88     -        57.407  (meters)     188.34   (feet)  ADJUSTED  
 EH1149  ___________________________________________________________________
 EH1149  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1149  DYNAMIC HT  -          57.354 (meters)     188.17  (feet)  COMP
 EH1149  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 EH1149
 EH1149  VERT ORDER  -  FIRST     CLASS II
 EH1149
 EH1149.This mark is at Frank Federer Mem Airport (M36)
 EH1149
 EH1149.The horizontal coordinates were scaled from a topographic map and have
 EH1149.an estimated accuracy of +/- 6 seconds.
 EH1149
 EH1149.The orthometric height was determined by differential leveling
 EH1149.and adjusted by the National Geodetic Survey in June 1991..
 EH1149
 EH1149.The geoid height was determined by GEOID03.
 EH1149
 EH1149.The dynamic height is computed by dividing the NAVD 88
 EH1149.geopotential number by the normal gravity value computed on the
 EH1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1149.degrees latitude (g = 980.6199 gals.).
 EH1149
 EH1149.The modeled gravity was interpolated from observed gravity values.
 EH1149
 EH1149;                    North         East    Units  Estimated Accuracy
 EH1149;SPC AR S     -   646,420.      475,390.      MT  (+/- 180 meters Scaled)
 EH1149
 EH1149                          SUPERSEDED SURVEY CONTROL
 EH1149
 EH1149  NGVD 29 (03/18/92)   57.408  (m)          188.35   (f) ADJUSTED    1 2
 EH1149
 EH1149.Superseded values are not recommended for survey control.
 EH1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1149.See file dsdata.txt to determine how the superseded data were derived.
 EH1149
 EH1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU667618(NAD 83)
 EH1149_MARKER: DB = BENCH MARK DISK
 EH1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1149_SP_SET: CONCRETE POST
 EH1149_STAMPING: F 169 1935
 EH1149_MARK LOGO: CGS   
 EH1149_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1149+STABILITY: SURFACE MOTION
 EH1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1149+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1149
 EH1149  HISTORY     - Date     Condition        Report By
 EH1149  HISTORY     - 1955     MONUMENTED       CGS
 EH1149  HISTORY     - 19920127 GOOD             NGS
 EH1149  HISTORY     - 20030422 GOOD             USACE
 EH1149
 EH1149                          STATION DESCRIPTION
 EH1149
 EH1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1149'IN BRINKLEY.
 EH1149'ABOUT 0.85 MILE NORTHEAST ALONG U.S. HIGHWAY 70 FROM INTERSECTION OF
 EH1149'MAIN STREET AT BRINKLEY, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG AIRPORT
 EH1149'STREET, THENCE ABOUT 0.1 MILE NORTHEAST ALONG NORTHWEST EDGE OF
 EH1149'AIRPORT PROPERTY, AT FEDERER MEMORIAL AIRPORT, 2.3 FEET NORTH OF NORTH
 EH1149'CORNER OF STEEL TOWER OF AIRWAY BEACON LIGHT, 70 FEET SOUTHEAST OF
 EH1149'NORTHWEST AIRPORT FENCE LINE AND SET IN THE TOP OF A CONCRETE POST
 EH1149'PROJECTING 3 INCHES.
 EH1149
 EH1149                          STATION RECOVERY (1992)
 EH1149
 EH1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH1149'1.8 KM (1.10 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM THE JUNCTION OF
 EH1149'U.S. HIGHWAY 49 (MAIN STREET) IN BRINKLEY, THENCE 0.2 KM (0.10 MI)
 EH1149'SOUTHERLY ALONG THE ENTRANCE ROAD TO THE FRANK FEDERER MEMORIAL
 EH1149'AIRPORT, AT AN AIRPORT BEACON, 52.6 M (172.6 FT) WEST OF THE CENTER
 EH1149'OF THE ROAD, 30.4 M (99.7 FT) WEST OF THE NORTHWEST CORNER OF AN
 EH1149'OFFICE BUILDING, 20.6 M (67.6 FT) NORTH OF THE NORTHWEST CORNER OF A
 EH1149'HANGER, 0.7 M (2.3 FT) NORTH OF THE NORTH SUPPORT LEG OF THE BEACON,
 EH1149'0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE
 EH1149'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 EH1149
 EH1149                          STATION RECOVERY (2003)
 EH1149
 EH1149'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1227 ***********************************************************************
 EH1227  DESIGNATION -  F 170
 EH1227  PID         -  EH1227
 EH1227  STATE/COUNTY-  AR/MONROE
 EH1227  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1227
 EH1227                         *CURRENT SURVEY CONTROL
 EH1227  ___________________________________________________________________
 EH1227* NAD 83(1986)-  34 46 51.     (N)    091 16 09.     (W)     SCALED    
 EH1227* NAVD 88     -        55.881  (meters)     183.34   (feet)  ADJUSTED  
 EH1227  ___________________________________________________________________
 EH1227  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1227  DYNAMIC HT  -          55.829 (meters)     183.17  (feet)  COMP
 EH1227  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 EH1227
 EH1227  VERT ORDER  -  FIRST     CLASS II
 EH1227
 EH1227.The horizontal coordinates were scaled from a topographic map and have
 EH1227.an estimated accuracy of +/- 6 seconds.
 EH1227
 EH1227.The orthometric height was determined by differential leveling
 EH1227.and adjusted by the National Geodetic Survey in June 1991..
 EH1227
 EH1227.The geoid height was determined by GEOID03.
 EH1227
 EH1227.The dynamic height is computed by dividing the NAVD 88
 EH1227.geopotential number by the normal gravity value computed on the
 EH1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1227.degrees latitude (g = 980.6199 gals.).
 EH1227
 EH1227.The modeled gravity was interpolated from observed gravity values.
 EH1227
 EH1227;                    North         East    Units  Estimated Accuracy
 EH1227;SPC AR S     -   634,730.      466,890.      MT  (+/- 180 meters Scaled)
 EH1227
 EH1227                          SUPERSEDED SURVEY CONTROL
 EH1227
 EH1227  NGVD 29 (??/??/??)   55.895  (m)          183.38   (f) ADJUSTED    1 2
 EH1227
 EH1227.Superseded values are not recommended for survey control.
 EH1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1227.See file dsdata.txt to determine how the superseded data were derived.
 EH1227
 EH1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU583501(NAD 83)
 EH1227_MARKER: DB = BENCH MARK DISK
 EH1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1227_STAMPING: F 170 1955
 EH1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1227+STABILITY: SURFACE MOTION
 EH1227
 EH1227  HISTORY     - Date     Condition        Report By
 EH1227  HISTORY     - 1955     MONUMENTED       CGS
 EH1227  HISTORY     - 1968     GOOD             USGS
 EH1227  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1227
 EH1227                          STATION DESCRIPTION
 EH1227
 EH1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1227'1.05 MI W FROM KEEVIL.
 EH1227'ABOUT 1.05 MILES WEST ALONG A GRAVEL ROAD (OLD STATE HIGHWAY 17) FROM
 EH1227'THE CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT KEEVIL, SOUTH
 EH1227'AND AT ABOUT RIGHT ANGLE ACROSS ROAD FROM AN IRRIGATION WELL AND SHED,
 EH1227'31 FEET SOUTH OF CENTER LINE OF ROAD, 175 FEET WEST OF CENTER OF A
 EH1227'RICE FIELD CANAL, 29 FEET EAST OF A FIELD ROAD ENTRANCE, 1 FOOT SOUTH
 EH1227'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 EH1227'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EH1227
 EH1227                          STATION RECOVERY (1968)
 EH1227
 EH1227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EH1227'RECOVERED IN GOOD CONDITION.
 EH1227
 EH1227                          STATION RECOVERY (2003)
 EH1227
 EH1227'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1082 ***********************************************************************
 EH1082  DESIGNATION -  F 171
 EH1082  PID         -  EH1082
 EH1082  STATE/COUNTY-  AR/MONROE
 EH1082  USGS QUAD   -  PINE CITY (1971)
 EH1082
 EH1082                         *CURRENT SURVEY CONTROL
 EH1082  ___________________________________________________________________
 EH1082* NAD 83(1986)-  34 34 29.     (N)    091 03 19.     (W)     SCALED    
 EH1082* NAVD 88     -        53.856  (meters)     176.69   (feet)  ADJUSTED  
 EH1082  ___________________________________________________________________
 EH1082  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1082  DYNAMIC HT  -          53.804 (meters)     176.52  (feet)  COMP
 EH1082  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 EH1082
 EH1082  VERT ORDER  -  FIRST     CLASS II
 EH1082
 EH1082.The horizontal coordinates were scaled from a topographic map and have
 EH1082.an estimated accuracy of +/- 6 seconds.
 EH1082
 EH1082.The orthometric height was determined by differential leveling
 EH1082.and adjusted by the National Geodetic Survey in June 1991..
 EH1082
 EH1082.The geoid height was determined by GEOID03.
 EH1082
 EH1082.The dynamic height is computed by dividing the NAVD 88
 EH1082.geopotential number by the normal gravity value computed on the
 EH1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1082.degrees latitude (g = 980.6199 gals.).
 EH1082
 EH1082.The modeled gravity was interpolated from observed gravity values.
 EH1082
 EH1082;                    North         East    Units  Estimated Accuracy
 EH1082;SPC AR S     -   612,030.      486,680.      MT  (+/- 180 meters Scaled)
 EH1082
 EH1082                          SUPERSEDED SURVEY CONTROL
 EH1082
 EH1082  NGVD 29 (??/??/??)   53.884  (m)          176.78   (f) ADJUSTED    1 2
 EH1082
 EH1082.Superseded values are not recommended for survey control.
 EH1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1082.See file dsdata.txt to determine how the superseded data were derived.
 EH1082
 EH1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU783276(NAD 83)
 EH1082_MARKER: DB = BENCH MARK DISK
 EH1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1082_STAMPING: F 171 1956
 EH1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1082+STABILITY: SURFACE MOTION
 EH1082
 EH1082  HISTORY     - Date     Condition        Report By
 EH1082  HISTORY     - 1956     MONUMENTED       CGS
 EH1082  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1082
 EH1082                          STATION DESCRIPTION
 EH1082
 EH1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1082'0.55 MI E FROM PALMER.
 EH1082'ABOUT 0.55 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1082'STATION SIGN AND ROAD CROSSING AT PALMER, ABOUT 0.2 MILE WEST OF MILE
 EH1082'POLE 346, ACROSS TRACK FROM POINT BETWEEN TELEPHONE POLES NO. 346/07
 EH1082'AND 346/08, 25 FEET NORTH OF NORTH RAIL, 3 FEET SOUTHWEST OF TELEPHONE
 EH1082'POLE NO. 1108, 267 FEET EAST-NORTHEAST OF A FIELD ROAD CROSSING, 10
 EH1082'1/2 FEET SOUTH OF CENTER LINE OF A DIRT ROAD PARALLEL TO TRACK, ABOUT
 EH1082'1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 EH1082'PROJECTING 2 INCHES.
 EH1082
 EH1082                          STATION RECOVERY (2003)
 EH1082
 EH1082'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0872 ***********************************************************************
 EH0872  DESIGNATION -  F 172
 EH0872  PID         -  EH0872
 EH0872  STATE/COUNTY-  AR/LEE
 EH0872  USGS QUAD   -  RONDO (1971)
 EH0872
 EH0872                         *CURRENT SURVEY CONTROL
 EH0872  ___________________________________________________________________
 EH0872* NAD 83(1986)-  34 39 26.     (N)    090 50 18.     (W)     SCALED    
 EH0872* NAVD 88     -        62.721  (meters)     205.78   (feet)  ADJUSTED  
 EH0872  ___________________________________________________________________
 EH0872  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0872  DYNAMIC HT  -          62.662 (meters)     205.58  (feet)  COMP
 EH0872  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 EH0872
 EH0872  VERT ORDER  -  FIRST     CLASS II
 EH0872
 EH0872.The horizontal coordinates were scaled from a topographic map and have
 EH0872.an estimated accuracy of +/- 6 seconds.
 EH0872
 EH0872.The orthometric height was determined by differential leveling
 EH0872.and adjusted by the National Geodetic Survey in June 1991..
 EH0872
 EH0872.The geoid height was determined by GEOID03.
 EH0872
 EH0872.The dynamic height is computed by dividing the NAVD 88
 EH0872.geopotential number by the normal gravity value computed on the
 EH0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0872.degrees latitude (g = 980.6199 gals.).
 EH0872
 EH0872.The modeled gravity was interpolated from observed gravity values.
 EH0872
 EH0872;                    North         East    Units  Estimated Accuracy
 EH0872;SPC AR S     -   621,390.      506,480.      MT  (+/- 180 meters Scaled)
 EH0872
 EH0872                          SUPERSEDED SURVEY CONTROL
 EH0872
 EH0872  NGVD 29 (??/??/??)   62.734  (m)          205.82   (f) ADJUSTED    1 2
 EH0872
 EH0872.Superseded values are not recommended for survey control.
 EH0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0872.See file dsdata.txt to determine how the superseded data were derived.
 EH0872
 EH0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU980371(NAD 83)
 EH0872_MARKER: DB = BENCH MARK DISK
 EH0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0872_STAMPING: F 172 1956
 EH0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0872+STABILITY: SURFACE MOTION
 EH0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0872+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH0872
 EH0872  HISTORY     - Date     Condition        Report By
 EH0872  HISTORY     - 1956     MONUMENTED       CGS
 EH0872  HISTORY     - 20030408 GOOD             USACE
 EH0872
 EH0872                          STATION DESCRIPTION
 EH0872
 EH0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0872'0.95 MI W FROM RONDO.
 EH0872'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 121 FROM THE COTTON GIN AT
 EH0872'RONDO, AT A NORTH-SOUTH DIRT ROAD CROSSING, 34 FEET SOUTH OF CENTER
 EH0872'LINE OF HIGHWAY, 47 FEET WEST OF CENTER LINE OF DIRT ROAD SOUTH, 65
 EH0872'FEET SOUTHWEST OF CENTER OF INTERSECTION, 6 1/2 FEET EAST OF A
 EH0872'TELEPHONE POLE, 22 1/2 FEET EAST OF A 30-INCH OAK TREE, 41 FEET
 EH0872'NORTH-NORTHEAST OF NORTHEAST CORNER OF AN OLD FRAME HOUSE, 152 FEET
 EH0872'NORTHEAST OF NORTHEAST CORNER OF CONCRETE PORCH OF A FARM HOUSE WITH
 EH0872'ASBESTOS SIDING, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 EH0872'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 EH0872'PROJECTING 3 INCHES.
 EH0872
 EH0872                          STATION RECOVERY (2003)
 EH0872
 EH0872'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0872'ROAD SOUTH OF HWY. IS NOW ABANDONED , FARM DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0196 ***********************************************************************
 FF0196  DESIGNATION -  F 173
 FF0196  PID         -  FF0196
 FF0196  STATE/COUNTY-  AR/ST FRANCIS
 FF0196  USGS QUAD   -  CHATFIELD (1992)
 FF0196
 FF0196                         *CURRENT SURVEY CONTROL
 FF0196  ___________________________________________________________________
 FF0196* NAD 83(1986)-  35 04 54.     (N)    090 27 16.     (W)     SCALED    
 FF0196* NAVD 88     -        62.821  (meters)     206.11   (feet)  ADJUSTED  
 FF0196  ___________________________________________________________________
 FF0196  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF0196  DYNAMIC HT  -          62.765 (meters)     205.92  (feet)  COMP
 FF0196  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FF0196
 FF0196  VERT ORDER  -  FIRST     CLASS II
 FF0196
 FF0196.The horizontal coordinates were scaled from a topographic map and have
 FF0196.an estimated accuracy of +/- 6 seconds.
 FF0196
 FF0196.The orthometric height was determined by differential leveling
 FF0196.and adjusted by the National Geodetic Survey in June 1991..
 FF0196
 FF0196.The geoid height was determined by GEOID03.
 FF0196
 FF0196.The dynamic height is computed by dividing the NAVD 88
 FF0196.geopotential number by the normal gravity value computed on the
 FF0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0196.degrees latitude (g = 980.6199 gals.).
 FF0196
 FF0196.The modeled gravity was interpolated from observed gravity values.
 FF0196
 FF0196;                    North         East    Units  Estimated Accuracy
 FF0196;SPC AR N     -    84,130.      540,940.      MT  (+/- 180 meters Scaled)
 FF0196
 FF0196                          SUPERSEDED SURVEY CONTROL
 FF0196
 FF0196  NGVD 29 (??/??/??)   62.800  (m)          206.04   (f) ADJUSTED    1 2
 FF0196
 FF0196.Superseded values are not recommended for survey control.
 FF0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0196.See file dsdata.txt to determine how the superseded data were derived.
 FF0196
 FF0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU320850(NAD 83)
 FF0196_MARKER: DB = BENCH MARK DISK
 FF0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0196_STAMPING: F 173 1956
 FF0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0196+STABILITY: SURFACE MOTION
 FF0196
 FF0196  HISTORY     - Date     Condition        Report By
 FF0196  HISTORY     - 1956     MONUMENTED       CGS
 FF0196  HISTORY     - 20020425 MARK NOT FOUND   USACE
 FF0196
 FF0196                          STATION DESCRIPTION
 FF0196
 FF0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0196'2.4 MI NE FROM HETH.
 FF0196'2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0196'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND FLAG STATION
 FF0196'AT HETH, AT A ROAD CROSSING, 36 1/2 FEET SOUTH-SOUTHEAST OF NEAR
 FF0196'RAIL OF TRACK, 60 FEET SOUTHEAST OF CENTER OF CROSSING OF ROAD
 FF0196'WHICH LEADS NORTH ACROSS TRACK AND PARALLELS THE TRACK TO THE
 FF0196'EAST, 49 FEET EAST OF CENTER LINE OF ROAD, 3 FEET EAST-NORTHEAST
 FF0196'OF MILEAGE POLE NO. 24/20, 39 FEET EAST OF CROSSING SIGN, 50 1/2
 FF0196'FEET WEST OF A 36-INCH OAK TREE, ABOUT 4 1/2 FEET LEVEL OF TRACK
 FF0196'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0196'NOTE-- MARK IS REACHED BY ROAD FROM HETH BY GOING ABOUT 0.9 MILE
 FF0196'EAST AND NORTH ALONG STATE HIGHWAY 149 FROM CROSSING OF C.R.I.
 FF0196'AND P. RR, THENCE ABOUT 1.95 MILES EAST ALONG A GRAVEL ROAD,
 FF0196'THENCE ABOUT 0.4 MILE SOUTH ALONG A ROAD TO CROSSING OF TRACK
 FF0196'AND MARK.
 FF0196
 FF0196                          STATION RECOVERY (2002)
 FF0196
 FF0196'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0108 ***********************************************************************
 FF0108  DESIGNATION -  F 174
 FF0108  PID         -  FF0108
 FF0108  STATE/COUNTY-  AR/POINSETT
 FF0108  USGS QUAD   -  TYRONZA (1974)
 FF0108
 FF0108                         *CURRENT SURVEY CONTROL
 FF0108  ___________________________________________________________________
 FF0108* NAD 83(1986)-  35 29 27.     (N)    090 21 25.     (W)     SCALED    
 FF0108* NAVD 88     -        68.199  (meters)     223.75   (feet)  ADJUSTED  
 FF0108  ___________________________________________________________________
 FF0108  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF0108  DYNAMIC HT  -          68.139 (meters)     223.55  (feet)  COMP
 FF0108  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FF0108
 FF0108  VERT ORDER  -  FIRST     CLASS II
 FF0108
 FF0108.The horizontal coordinates were scaled from a topographic map and have
 FF0108.an estimated accuracy of +/- 6 seconds.
 FF0108
 FF0108.The orthometric height was determined by differential leveling
 FF0108.and adjusted by the National Geodetic Survey in June 1991..
 FF0108
 FF0108.The geoid height was determined by GEOID03.
 FF0108
 FF0108.The dynamic height is computed by dividing the NAVD 88
 FF0108.geopotential number by the normal gravity value computed on the
 FF0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0108.degrees latitude (g = 980.6199 gals.).
 FF0108
 FF0108.The modeled gravity was interpolated from observed gravity values.
 FF0108
 FF0108;                    North         East    Units  Estimated Accuracy
 FF0108;SPC AR N     -   129,660.      549,070.      MT  (+/- 180 meters Scaled)
 FF0108
 FF0108                          SUPERSEDED SURVEY CONTROL
 FF0108
 FF0108  NGVD 29 (10/05/93)   68.162  (m)          223.63   (f) ADJUSTED    1 2
 FF0108
 FF0108.Superseded values are not recommended for survey control.
 FF0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0108.See file dsdata.txt to determine how the superseded data were derived.
 FF0108
 FF0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV397306(NAD 83)
 FF0108_MARKER: DB = BENCH MARK DISK
 FF0108_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FF0108_SP_SET: FOOTING
 FF0108_STAMPING: F 174 1956
 FF0108_MARK LOGO: CGS   
 FF0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0108+STABILITY: SURFACE MOTION
 FF0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0108+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF0108
 FF0108  HISTORY     - Date     Condition        Report By
 FF0108  HISTORY     - 1956     MONUMENTED       CGS
 FF0108  HISTORY     - 19920321 GOOD             NGS
 FF0108  HISTORY     - 20021016 GOOD             USACE
 FF0108
 FF0108                          STATION DESCRIPTION
 FF0108
 FF0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0108'AT TYRONZA.
 FF0108'AT TYRONZA, 0.15 MILE SOUTH OF THE ST. LOUIS-SAN FRANCISCO
 FF0108'RAILWAY STATION, ABOUT 0.1 MILE SOUTHWEST OF THE RAILROAD TRACKS,
 FF0108'ABOUT 72 YARDS EAST OF CENTER LINE OF MAIN STREET LEADING
 FF0108'NORTH-SOUTH, IN THE TOP OF NORTH CORNER OF THE CONCRETE FOUNDATION
 FF0108'OF NORTHEAST LEG OF CITY WATER TOWER AND ABOUT 2 INCHES ABOVE
 FF0108'GROUND.
 FF0108
 FF0108                          STATION RECOVERY (1992)
 FF0108
 FF0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0108'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 118) FROM
 FF0108'THE JUNCTION OF THE BURLINGTON NORTHERN RAILROAD IN TYRONZA, IN THE
 FF0108'NORTH CORNER OF THE CONCRETE FOOTING FOR THE NORTHEAST LEG OF THE
 FF0108'MUNICIPAL WATER TANK, 67.7 M (222.1 FT) EAST OF THE CENTERLINE OF THE
 FF0108'STREET, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 FF0108
 FF0108                          STATION RECOVERY (2002)
 FF0108
 FF0108'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0517 ***********************************************************************
 FF0517  DESIGNATION -  F 175
 FF0517  PID         -  FF0517
 FF0517  STATE/COUNTY-  AR/ST FRANCIS
 FF0517  USGS QUAD   -  FORREST CITY (1976)
 FF0517
 FF0517                         *CURRENT SURVEY CONTROL
 FF0517  ___________________________________________________________________
 FF0517* NAD 83(1986)-  35 05 43.     (N)    090 49 06.     (W)     SCALED    
 FF0517* NAVD 88     -        74.435  (meters)     244.21   (feet)  ADJUSTED  
 FF0517  ___________________________________________________________________
 FF0517  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FF0517  DYNAMIC HT  -          74.368 (meters)     243.99  (feet)  COMP
 FF0517  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FF0517
 FF0517  VERT ORDER  -  FIRST     CLASS II
 FF0517
 FF0517.The horizontal coordinates were scaled from a topographic map and have
 FF0517.an estimated accuracy of +/- 6 seconds.
 FF0517
 FF0517.The orthometric height was determined by differential leveling
 FF0517.and adjusted by the National Geodetic Survey in June 1991..
 FF0517
 FF0517.The geoid height was determined by GEOID03.
 FF0517
 FF0517.The dynamic height is computed by dividing the NAVD 88
 FF0517.geopotential number by the normal gravity value computed on the
 FF0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0517.degrees latitude (g = 980.6199 gals.).
 FF0517
 FF0517.The modeled gravity was interpolated from observed gravity values.
 FF0517
 FF0517;                    North         East    Units  Estimated Accuracy
 FF0517;SPC AR N     -    85,180.      507,740.      MT  (+/- 180 meters Scaled)
 FF0517
 FF0517                          SUPERSEDED SURVEY CONTROL
 FF0517
 FF0517  NGVD 29 (??/??/??)   74.410  (m)          244.13   (f) ADJUSTED    1 2
 FF0517
 FF0517.Superseded values are not recommended for survey control.
 FF0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0517.See file dsdata.txt to determine how the superseded data were derived.
 FF0517
 FF0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU988857(NAD 83)
 FF0517_MARKER: DB = BENCH MARK DISK
 FF0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0517_STAMPING: F 175 1956
 FF0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0517+STABILITY: SURFACE MOTION
 FF0517
 FF0517  HISTORY     - Date     Condition        Report By
 FF0517  HISTORY     - 1956     MONUMENTED       CGS
 FF0517
 FF0517                          STATION DESCRIPTION
 FF0517
 FF0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0517'1.4 MI N FROM CALDWELL.
 FF0517'ABOUT 1.45 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0517'THE ROAD CROSSING AT CALDWELL, 50 FEET EAST OF EAST RAIL OF A
 FF0517'SIDING, 41 FEET EAST OF TELEPHONE POLE NO. 289/11, 71 FEET EAST OF
 FF0517'EAST RAIL OF MAIN TRACK, 12 FEET EAST OF CENTER LINE OF A GRAVEL
 FF0517'ROAD LEADING SOUTH TO A GRAVEL LOADING RAMP, 162 YARDS NORTH OF
 FF0517'NORTH AND BOTTOM END OF LOADING RAMP, 100 FEET SOUTH OF CENTER
 FF0517'LINE OF GRAVEL ROAD LEADING EAST TO STATE HIGHWAY 1, 71 FEET
 FF0517'SOUTH OF SOUTHEAST END OF A 20-INCH CORRUGATED PIPE CULVERT UNDER
 FF0517'THE CURVE IN GRAVEL ROAD LEADING SOUTH TO LOADING RAMP AND EAST
 FF0517'TO HIGHWAY, 62 1/2 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF
 FF0517'A WIRE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0517'2 FEET ABOVE LEVEL OF TRACK, ABOUT LEVEL WITH ROAD AND SET IN
 FF0517'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1255 ***********************************************************************
 EH1255  DESIGNATION -  F 176
 EH1255  PID         -  EH1255
 EH1255  STATE/COUNTY-  AR/LEE
 EH1255  USGS QUAD   -  GARRETT GROVE (1971)
 EH1255
 EH1255                         *CURRENT SURVEY CONTROL
 EH1255  ___________________________________________________________________
 EH1255* NAD 83(1986)-  34 51 26.     (N)    091 01 31.     (W)     SCALED    
 EH1255* NAVD 88     -        58.486  (meters)     191.88   (feet)  ADJUSTED  
 EH1255  ___________________________________________________________________
 EH1255  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1255  DYNAMIC HT  -          58.433 (meters)     191.71  (feet)  COMP
 EH1255  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 EH1255
 EH1255  VERT ORDER  -  FIRST     CLASS II
 EH1255
 EH1255.The horizontal coordinates were scaled from a topographic map and have
 EH1255.an estimated accuracy of +/- 6 seconds.
 EH1255
 EH1255.The orthometric height was determined by differential leveling
 EH1255.and adjusted by the National Geodetic Survey in June 1991..
 EH1255
 EH1255.The geoid height was determined by GEOID03.
 EH1255
 EH1255.The dynamic height is computed by dividing the NAVD 88
 EH1255.geopotential number by the normal gravity value computed on the
 EH1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1255.degrees latitude (g = 980.6199 gals.).
 EH1255
 EH1255.The modeled gravity was interpolated from observed gravity values.
 EH1255
 EH1255;                    North         East    Units  Estimated Accuracy
 EH1255;SPC AR S     -   643,390.      489,140.      MT  (+/- 180 meters Scaled)
 EH1255
 EH1255                          SUPERSEDED SURVEY CONTROL
 EH1255
 EH1255  NGVD 29 (??/??/??)   58.489  (m)          191.89   (f) ADJUSTED    1 2
 EH1255
 EH1255.Superseded values are not recommended for survey control.
 EH1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1255.See file dsdata.txt to determine how the superseded data were derived.
 EH1255
 EH1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU805589(NAD 83)
 EH1255_MARKER: DB = BENCH MARK DISK
 EH1255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1255_SP_SET: CULVERT
 EH1255_STAMPING: F 176 1955
 EH1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1255+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2003
 EH1255
 EH1255  HISTORY     - Date     Condition        Report By
 EH1255  HISTORY     - 1955     MONUMENTED       CGS
 EH1255  HISTORY     - 20030320 GOOD             USACE
 EH1255
 EH1255                          STATION DESCRIPTION
 EH1255
 EH1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1255'5.2 MI NW FROM MORO.
 EH1255'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM THE CROSSROAD AT
 EH1255'MORO, IN THE TOP OF THE SOUTHEAST END OF SOUTHWEST HEAD WALL OF A 3 BY
 EH1255'4-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 12 1/2 FEET SOUTHWEST OF
 EH1255'CENTER LINE OF HIGHWAY, 381 FEET NORTHWEST OF CENTER OF JUNCTION OF
 EH1255'HIGHWAY AND A ROAD LEADING WEST-NORTHWEST, 1/2 FOOT NORTHWEST OF
 EH1255'SOUTHEAST END OF HEAD WALL AND ABOUT LEVEL WITH HIGHWAY.
 EH1255
 EH1255                          STATION RECOVERY (2003)
 EH1255
 EH1255'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1288 ***********************************************************************
 FF1288  DESIGNATION -  F 177
 FF1288  PID         -  FF1288
 FF1288  STATE/COUNTY-  AR/WOODRUFF
 FF1288  USGS QUAD   -  HUNTER EAST (1993)
 FF1288
 FF1288                         *CURRENT SURVEY CONTROL
 FF1288  ___________________________________________________________________
 FF1288* NAD 83(1986)-  35 03 08.     (N)    091 07 01.     (W)     SCALED    
 FF1288* NAVD 88     -        65.307  (meters)     214.26   (feet)  ADJUSTED  
 FF1288  ___________________________________________________________________
 FF1288  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FF1288  DYNAMIC HT  -          65.248 (meters)     214.07  (feet)  COMP
 FF1288  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 FF1288
 FF1288  VERT ORDER  -  FIRST     CLASS II
 FF1288
 FF1288.The horizontal coordinates were scaled from a topographic map and have
 FF1288.an estimated accuracy of +/- 6 seconds.
 FF1288
 FF1288.The orthometric height was determined by differential leveling
 FF1288.and adjusted by the National Geodetic Survey in June 1991..
 FF1288
 FF1288.The geoid height was determined by GEOID03.
 FF1288
 FF1288.The dynamic height is computed by dividing the NAVD 88
 FF1288.geopotential number by the normal gravity value computed on the
 FF1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1288.degrees latitude (g = 980.6199 gals.).
 FF1288
 FF1288.The modeled gravity was interpolated from observed gravity values.
 FF1288
 FF1288;                    North         East    Units  Estimated Accuracy
 FF1288;SPC AR N     -    80,120.      480,560.      MT  (+/- 180 meters Scaled)
 FF1288
 FF1288                          SUPERSEDED SURVEY CONTROL
 FF1288
 FF1288  NGVD 29 (??/??/??)   65.290  (m)          214.21   (f) ADJUSTED    1 2
 FF1288
 FF1288.Superseded values are not recommended for survey control.
 FF1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1288.See file dsdata.txt to determine how the superseded data were derived.
 FF1288
 FF1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU717804(NAD 83)
 FF1288_MARKER: DB = BENCH MARK DISK
 FF1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1288_SP_SET: BUILDING
 FF1288_STAMPING: F 177
 FF1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1288
 FF1288  HISTORY     - Date     Condition        Report By
 FF1288  HISTORY     - UNK      MONUMENTED       CGS
 FF1288  HISTORY     - 1955     GOOD             CGS
 FF1288  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1288
 FF1288                          STATION DESCRIPTION
 FF1288
 FF1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1288'AT HUNTER.
 FF1288'AT HUNTER, AT THE HIGH SCHOOL, SET VERTICALLY IN THE NORTH FACE
 FF1288'OF HIGH SCHOOL GYMNASIUM, 212 FEET SOUTH OF CENTER LINE OF AN
 FF1288'EAST-WEST GRAVEL ROAD, 1 3/4 FEET WEST OF NORTHEAST CORNER OF
 FF1288'BUILDING, 0.7 FOOT BELOW THE CORNERSTONE, AND 2 FEET ABOVE
 FF1288'GROUND.  NOTE-- THE MARK IS REACHED FROM THE ST. LOUIS
 FF1288'SOUTHWESTERN RAILWAY STATION AT HUNTER BY GOING ABOUT 0.1 MILE
 FF1288'NORTH ALONG TRACK TO THE SECOND ROAD CROSSING NORTH OF STATION,
 FF1288'THENCE ABOUT 0.45 MILE EAST ALONG A GRAVEL ROAD.  NOTE-- THE
 FF1288'SCHOOL MENTION ABOVE BURNED DOWN.
 FF1288
 FF1288                          STATION RECOVERY (1970)
 FF1288
 FF1288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1268 ***********************************************************************
 FF1268  DESIGNATION -  F 178
 FF1268  PID         -  FF1268
 FF1268  STATE/COUNTY-  AR/CROSS
 FF1268  USGS QUAD   -  FAIR OAKS (1971)
 FF1268
 FF1268                         *CURRENT SURVEY CONTROL
 FF1268  ___________________________________________________________________
 FF1268* NAD 83(1986)-  35 13 12.     (N)    091 02 10.     (W)     SCALED    
 FF1268* NAVD 88     -        65.966  (meters)     216.42   (feet)  ADJUSTED  
 FF1268  ___________________________________________________________________
 FF1268  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF1268  DYNAMIC HT  -          65.906 (meters)     216.23  (feet)  COMP
 FF1268  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 FF1268
 FF1268  VERT ORDER  -  FIRST     CLASS II
 FF1268
 FF1268.The horizontal coordinates were scaled from a topographic map and have
 FF1268.an estimated accuracy of +/- 6 seconds.
 FF1268
 FF1268.The orthometric height was determined by differential leveling
 FF1268.and adjusted by the National Geodetic Survey in June 1991..
 FF1268
 FF1268.The geoid height was determined by GEOID03.
 FF1268
 FF1268.The dynamic height is computed by dividing the NAVD 88
 FF1268.geopotential number by the normal gravity value computed on the
 FF1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1268.degrees latitude (g = 980.6199 gals.).
 FF1268
 FF1268.The modeled gravity was interpolated from observed gravity values.
 FF1268
 FF1268;                    North         East    Units  Estimated Accuracy
 FF1268;SPC AR N     -    98,800.      487,750.      MT  (+/- 180 meters Scaled)
 FF1268
 FF1268                          SUPERSEDED SURVEY CONTROL
 FF1268
 FF1268  NGVD 29 (??/??/??)   65.933  (m)          216.32   (f) ADJUSTED    1 2
 FF1268
 FF1268.Superseded values are not recommended for survey control.
 FF1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1268.See file dsdata.txt to determine how the superseded data were derived.
 FF1268
 FF1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU787992(NAD 83)
 FF1268_MARKER: DB = BENCH MARK DISK
 FF1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1268_STAMPING: F 178 1956
 FF1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1268+STABILITY: SURFACE MOTION
 FF1268
 FF1268  HISTORY     - Date     Condition        Report By
 FF1268  HISTORY     - 1956     MONUMENTED       CGS
 FF1268  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1268
 FF1268                          STATION DESCRIPTION
 FF1268
 FF1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1268'1.6 MI SW FROM FAIROAKS.
 FF1268'1.6 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1268'FROM THE STATION AT FAIROAKS, ABOUT 0.2 MILE SOUTHWEST OF MILE
 FF1268'POLE 174, ABOUT 0.2 MILE NORTHEAST OF A FARM ROAD CROSSING,
 FF1268'42 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 59 FEET
 FF1268'SOUTH-SOUTHEAST OF SOUTHEAST END OF A 30-INCH METAL PIPE CULVERT
 FF1268'UNDER TRACK, 30 FEET NORTHEAST OF TELEPHONE POLE NO. 174/7,
 FF1268'1 1/2 FEET NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 FF1268'WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK AND
 FF1268'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FF1268
 FF1268                          STATION RECOVERY (2003)
 FF1268
 FF1268'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0012 ***********************************************************************
 FF0012  DESIGNATION -  F 179
 FF0012  PID         -  FF0012
 FF0012  STATE/COUNTY-  AR/POINSETT
 FF0012  USGS QUAD   -  MARKED TREE (1983)
 FF0012
 FF0012                         *CURRENT SURVEY CONTROL
 FF0012  ___________________________________________________________________
 FF0012* NAD 83(1986)-  35 32 38.     (N)    090 25 42.     (W)     SCALED    
 FF0012* NAVD 88     -        66.063  (meters)     216.74   (feet)  ADJUSTED  
 FF0012  ___________________________________________________________________
 FF0012  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF0012  DYNAMIC HT  -          66.005 (meters)     216.55  (feet)  COMP
 FF0012  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 FF0012
 FF0012  VERT ORDER  -  FIRST     CLASS II
 FF0012
 FF0012.The horizontal coordinates were scaled from a topographic map and have
 FF0012.an estimated accuracy of +/- 6 seconds.
 FF0012
 FF0012.The orthometric height was determined by differential leveling
 FF0012.and adjusted by the National Geodetic Survey in June 1991..
 FF0012
 FF0012.The geoid height was determined by GEOID03.
 FF0012
 FF0012.The dynamic height is computed by dividing the NAVD 88
 FF0012.geopotential number by the normal gravity value computed on the
 FF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0012.degrees latitude (g = 980.6199 gals.).
 FF0012
 FF0012.The modeled gravity was interpolated from observed gravity values.
 FF0012
 FF0012;                    North         East    Units  Estimated Accuracy
 FF0012;SPC AR N     -   135,440.      542,500.      MT  (+/- 180 meters Scaled)
 FF0012
 FF0012                          SUPERSEDED SURVEY CONTROL
 FF0012
 FF0012  NGVD 29 (??/??/??)   66.001  (m)          216.54   (f) ADJUSTED    1 2
 FF0012
 FF0012.Superseded values are not recommended for survey control.
 FF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0012.See file dsdata.txt to determine how the superseded data were derived.
 FF0012
 FF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV331364(NAD 83)
 FF0012_MARKER: DB = BENCH MARK DISK
 FF0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0012_STAMPING: F 179 1956
 FF0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0012+STABILITY: SURFACE MOTION
 FF0012
 FF0012  HISTORY     - Date     Condition        Report By
 FF0012  HISTORY     - 1956     MONUMENTED       CGS
 FF0012  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0012
 FF0012                          STATION DESCRIPTION
 FF0012
 FF0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0012'0.8 MI NW FROM MARKED TREE.
 FF0012'ABOUT 0.8 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0012'RAILWAY FROM THE STATION AT MARKED TREE, 66 3/4 FEET NORTHEAST
 FF0012'OF NORTHEAST RAIL, 112 FEET WEST OF WEST CORNER OF A TENANT HOUSE,
 FF0012'58 FEET WEST-NORTHWEST OF A 30-INCH PECAN TREE, 48 FEET NORTH OF
 FF0012'TELEPHONE POLE NO. 446/20, ON TOP OF A SMALL DIRT MOUND, 3 FEET
 FF0012'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 14 FEET BELOW
 FF0012'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0012'4 INCHES.
 FF0012
 FF0012                          STATION RECOVERY (1978)
 FF0012
 FF0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0023 ***********************************************************************
 FG0023  DESIGNATION -  F 18
 FG0023  PID         -  FG0023
 FG0023  STATE/COUNTY-  AR/STONE
 FG0023  USGS QUAD   -  PARMA (1980)
 FG0023
 FG0023                         *CURRENT SURVEY CONTROL
 FG0023  ___________________________________________________________________
 FG0023* NAD 83(1986)-  35 44 30.     (N)    092 14 59.     (W)     SCALED    
 FG0023* NAVD 88     -       411.007  (meters)    1348.45   (feet)  ADJUSTED  
 FG0023  ___________________________________________________________________
 FG0023  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FG0023  DYNAMIC HT  -         410.632 (meters)    1347.22  (feet)  COMP
 FG0023  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FG0023
 FG0023  VERT ORDER  -  SECOND    CLASS 0
 FG0023
 FG0023.The horizontal coordinates were scaled from a topographic map and have
 FG0023.an estimated accuracy of +/- 6 seconds.
 FG0023
 FG0023.The orthometric height was determined by differential leveling
 FG0023.and adjusted by the National Geodetic Survey in June 1991..
 FG0023
 FG0023.The geoid height was determined by GEOID03.
 FG0023
 FG0023.The dynamic height is computed by dividing the NAVD 88
 FG0023.geopotential number by the normal gravity value computed on the
 FG0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0023.degrees latitude (g = 980.6199 gals.).
 FG0023
 FG0023.The modeled gravity was interpolated from observed gravity values.
 FG0023
 FG0023;                    North         East    Units  Estimated Accuracy
 FG0023;SPC AR N     -   156,270.      377,410.      MT  (+/- 180 meters Scaled)
 FG0023
 FG0023                          SUPERSEDED SURVEY CONTROL
 FG0023
 FG0023  NGVD 29 (??/??/92)  410.912  (m)         1348.13   (f) ADJ UNCH    2 0
 FG0023
 FG0023.Superseded values are not recommended for survey control.
 FG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0023.See file dsdata.txt to determine how the superseded data were derived.
 FG0023
 FG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV678555(NAD 83)
 FG0023_MARKER: DB = BENCH MARK DISK
 FG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0023+STABILITY: SURFACE MOTION
 FG0023
 FG0023  HISTORY     - Date     Condition        Report By
 FG0023  HISTORY     - UNK      MONUMENTED       CGS
 FG0023  HISTORY     - 1932     GOOD             NGS
 FG0023  HISTORY     - 1934     GOOD             NGS
 FG0023
 FG0023                          STATION DESCRIPTION
 FG0023
 FG0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0023'8.6 MI NE FROM SHIRLEY.
 FG0023'LOCATED ON HIGHWAY NO. 9 ABOUT 1 MILE NORTH OF RUSHING P.O. AND ABOUT
 FG0023'1/4 MILE SOUTH OF A GRADED DIRT ROAD TO THE EAST, AT J.A. DECKHAMS
 FG0023'FARM HOUSE.  80 FEET W X S OF THE CENTER-LINE OF THE HIGHWAY AT A
 FG0023'CURVE, 58 FEET NORTH OF THE N.E. CORNER OF THE HOUSE (LOG), 87 FEET
 FG0023'NORTH OF A STORM CELLAR AND 1 FOOT EAST OF A RAIL FENCE.
 FG0023
 FG0023                          STATION RECOVERY (1934)
 FG0023
 FG0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0785 ***********************************************************************
 FF0785  DESIGNATION -  F 180
 FF0785  PID         -  FF0785
 FF0785  STATE/COUNTY-  AR/POINSETT
 FF0785  USGS QUAD   -  GREENFIELD (1983)
 FF0785
 FF0785                         *CURRENT SURVEY CONTROL
 FF0785  ___________________________________________________________________
 FF0785* NAD 83(1986)-  35 38 58.     (N)    090 42 32.     (W)     SCALED    
 FF0785* NAVD 88     -        75.250  (meters)     246.88   (feet)  ADJUSTED  
 FF0785  ___________________________________________________________________
 FF0785  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF0785  DYNAMIC HT  -          75.185 (meters)     246.67  (feet)  COMP
 FF0785  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 FF0785
 FF0785  VERT ORDER  -  FIRST     CLASS II
 FF0785
 FF0785.The horizontal coordinates were scaled from a topographic map and have
 FF0785.an estimated accuracy of +/- 6 seconds.
 FF0785
 FF0785.The orthometric height was determined by differential leveling
 FF0785.and adjusted by the National Geodetic Survey in June 1991..
 FF0785
 FF0785.The geoid height was determined by GEOID03.
 FF0785
 FF0785.The dynamic height is computed by dividing the NAVD 88
 FF0785.geopotential number by the normal gravity value computed on the
 FF0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0785.degrees latitude (g = 980.6199 gals.).
 FF0785
 FF0785.The modeled gravity was interpolated from observed gravity values.
 FF0785
 FF0785;                    North         East    Units  Estimated Accuracy
 FF0785;SPC AR N     -   146,780.      516,910.      MT  (+/- 180 meters Scaled)
 FF0785
 FF0785                          SUPERSEDED SURVEY CONTROL
 FF0785
 FF0785  NGVD 29 (??/??/??)   75.183  (m)          246.66   (f) ADJUSTED    1 2
 FF0785
 FF0785.Superseded values are not recommended for survey control.
 FF0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0785.See file dsdata.txt to determine how the superseded data were derived.
 FF0785
 FF0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV074474(NAD 83)
 FF0785_MARKER: DB = BENCH MARK DISK
 FF0785_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0785_SP_SET: 50 FEET
 FF0785_STAMPING: F 180 1956
 FF0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0785
 FF0785  HISTORY     - Date     Condition        Report By
 FF0785  HISTORY     - 1956     MONUMENTED       CGS
 FF0785  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0785
 FF0785                          STATION DESCRIPTION
 FF0785
 FF0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0785'6.1 MI N FROM HARRISBURG.
 FF0785'6.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0785'STATION AT HARRISBURG, ABOUT 1.0 MILE NORTH OF ROAD CROSSING
 FF0785'AT GREENFIELD, AT A GRAVEL ROAD CROSSING, 46 1/2 FEET WEST OF
 FF0785'WEST RAIL, 72 FEET NORTHWEST OF CENTER OF CROSSING, 64 FEET
 FF0785'NORTH OF CENTER LINE OF ROAD, 94 FEET WEST-NORTHWEST AND ACROSS
 FF0785'TRACK FROM TELEPHONE POLE NO. 250/20, 67 1/2 FEET EAST-SOUTHEAST
 FF0785'OF SOUTHEAST CORNER OF A FARM HOUSE, 31 1/2 FEET NORTH-NORTHWEST
 FF0785'OF TELEPHONE POLE NO. 466, 1 FOOT EAST OF A FENCE LINE, 2 FEET
 FF0785'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL
 FF0785'OF TRACK, AND IS A DISK ON A COPPER-COATED STEEL ROD ABOUT
 FF0785'FLUSH WITH GROUND AND SURROUNDED BY A 4-INCH TILE WHICH PROJECTS
 FF0785'2 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 50-FEET.
 FF0785
 FF0785                          STATION RECOVERY (1978)
 FF0785
 FF0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0654 ***********************************************************************
 FF0654  DESIGNATION -  F 181
 FF0654  PID         -  FF0654
 FF0654  STATE/COUNTY-  AR/CROSS
 FF0654  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0654
 FF0654                         *CURRENT SURVEY CONTROL
 FF0654  ___________________________________________________________________
 FF0654* NAD 83(1986)-  35 25 46.     (N)    090 59 22.     (W)     SCALED    
 FF0654* NAVD 88     -        69.731  (meters)     228.78   (feet)  ADJUSTED  
 FF0654  ___________________________________________________________________
 FF0654  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FF0654  DYNAMIC HT  -          69.670 (meters)     228.58  (feet)  COMP
 FF0654  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FF0654
 FF0654  VERT ORDER  -  FIRST     CLASS II
 FF0654
 FF0654.The horizontal coordinates were scaled from a topographic map and have
 FF0654.an estimated accuracy of +/- 6 seconds.
 FF0654
 FF0654.The orthometric height was determined by differential leveling
 FF0654.and adjusted by the National Geodetic Survey in June 1991..
 FF0654
 FF0654.The geoid height was determined by GEOID03.
 FF0654
 FF0654.The dynamic height is computed by dividing the NAVD 88
 FF0654.geopotential number by the normal gravity value computed on the
 FF0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0654.degrees latitude (g = 980.6199 gals.).
 FF0654
 FF0654.The modeled gravity was interpolated from observed gravity values.
 FF0654
 FF0654;                    North         East    Units  Estimated Accuracy
 FF0654;SPC AR N     -   122,080.      491,760.      MT  (+/- 180 meters Scaled)
 FF0654
 FF0654                          SUPERSEDED SURVEY CONTROL
 FF0654
 FF0654  NGVD 29 (??/??/??)   69.684  (m)          228.62   (f) ADJUSTED    1 2
 FF0654
 FF0654.Superseded values are not recommended for survey control.
 FF0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0654.See file dsdata.txt to determine how the superseded data were derived.
 FF0654
 FF0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV825225(NAD 83)
 FF0654_MARKER: DB = BENCH MARK DISK
 FF0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0654_STAMPING: F 181 1956
 FF0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0654+STABILITY: SURFACE MOTION
 FF0654
 FF0654  HISTORY     - Date     Condition        Report By
 FF0654  HISTORY     - 1956     MONUMENTED       CGS
 FF0654  HISTORY     - 20020426 MARK NOT FOUND   USACE
 FF0654
 FF0654                          STATION DESCRIPTION
 FF0654
 FF0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0654'2 MI N FROM HICKORY RIDGE.
 FF0654'ABOUT 2.0 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0654'FROM THE STATION AT HICKORY RIDGE, ABOUT 0.95 MILE SOUTH OF
 FF0654'THE POINSETT-CROSS COUNTY LINE, BETWEEN TELEPHONE POLES 159/17
 FF0654'AND 159/18, ABOUT 0.25 MILE NORTH OF AN EAST-WEST GRAVEL ROAD
 FF0654'CROSSING, 49 FEET EAST OF EAST RAIL, 38 FEET WEST OF CENTER
 FF0654'LINE OF STATE HIGHWAY 39, 1 1/2 FEET EAST OF A FENCE LINE, 148
 FF0654'FEET NORTHWEST AND ACROSS HIGHWAY FROM THE 6TH POWER POLE NORTH
 FF0654'OF EAST-WEST ROAD, 7 FEET NORTH OF A SMALL TELEPHONE POLE, 2
 FF0654'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 FF0654'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0654'3 INCHES.
 FF0654
 FF0654                          STATION RECOVERY (2002)
 FF0654
 FF0654'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0675 ***********************************************************************
 FF0675  DESIGNATION -  F 182
 FF0675  PID         -  FF0675
 FF0675  STATE/COUNTY-  AR/POINSETT
 FF0675  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0675
 FF0675                         *CURRENT SURVEY CONTROL
 FF0675  ___________________________________________________________________
 FF0675* NAD 83(1986)-  35 27 06.     (N)    090 44 29.     (W)     SCALED    
 FF0675* NAVD 88     -        81.945  (meters)     268.85   (feet)  ADJUSTED  
 FF0675  ___________________________________________________________________
 FF0675  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF0675  DYNAMIC HT  -          81.872 (meters)     268.61  (feet)  COMP
 FF0675  MODELED GRAV-     979,742.3   (mgal)                       NAVD 88
 FF0675
 FF0675  VERT ORDER  -  FIRST     CLASS II
 FF0675
 FF0675.The horizontal coordinates were scaled from a topographic map and have
 FF0675.an estimated accuracy of +/- 6 seconds.
 FF0675
 FF0675.The orthometric height was determined by differential leveling
 FF0675.and adjusted by the National Geodetic Survey in June 1991..
 FF0675
 FF0675.The geoid height was determined by GEOID03.
 FF0675
 FF0675.The dynamic height is computed by dividing the NAVD 88
 FF0675.geopotential number by the normal gravity value computed on the
 FF0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0675.degrees latitude (g = 980.6199 gals.).
 FF0675
 FF0675.The modeled gravity was interpolated from observed gravity values.
 FF0675
 FF0675;                    North         East    Units  Estimated Accuracy
 FF0675;SPC AR N     -   124,800.      514,250.      MT  (+/- 180 meters Scaled)
 FF0675
 FF0675                          SUPERSEDED SURVEY CONTROL
 FF0675
 FF0675  NGVD 29 (??/??/??)   81.894  (m)          268.68   (f) ADJUSTED    1 2
 FF0675
 FF0675.Superseded values are not recommended for survey control.
 FF0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0675.See file dsdata.txt to determine how the superseded data were derived.
 FF0675
 FF0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV049254(NAD 83)
 FF0675_MARKER: DB = BENCH MARK DISK
 FF0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0675_SP_SET: CULVERT
 FF0675_STAMPING: F 182 1956
 FF0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0675
 FF0675  HISTORY     - Date     Condition        Report By
 FF0675  HISTORY     - 1956     MONUMENTED       CGS
 FF0675  HISTORY     - 20030507 GOOD             USACE
 FF0675
 FF0675                          STATION DESCRIPTION
 FF0675
 FF0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0675'2 MI S FROM WHITEHALL.
 FF0675'ABOUT 2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0675'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, ABOUT 0.4 MILE
 FF0675'NORTH OF CROSSING OF CROSS-POINSETT COUNTY LINE ROAD AT HYDRICK,
 FF0675'ACROSS TRACK FROM TELEPHONE POLE NO. 264/16, 68 1/2 FEET WEST
 FF0675'OF WEST RAIL, 27 1/2 FEET EAST OF CENTER LINE OF STATE HIGHWAY
 FF0675'1, IN THE TOP OF THE SOUTH END OF EAST HEAD WALL OF A 20-FOOT
 FF0675'CONCRETE CULVERT WITH PARTITION UNDER HIGHWAY, ABOUT 8 FEET BELOW
 FF0675'LEVEL OF TRACK AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
 FF0675
 FF0675                          STATION RECOVERY (2003)
 FF0675
 FF0675'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0911 ***********************************************************************
 FF0911  DESIGNATION -  F 183
 FF0911  PID         -  FF0911
 FF0911  STATE/COUNTY-  AR/POINSETT
 FF0911  USGS QUAD   -  WEINER (1980)
 FF0911
 FF0911                         *CURRENT SURVEY CONTROL
 FF0911  ___________________________________________________________________
 FF0911* NAD 83(1986)-  35 33 54.     (N)    090 52 30.     (W)     SCALED    
 FF0911* NAVD 88     -        73.446  (meters)     240.96   (feet)  ADJUSTED  
 FF0911  ___________________________________________________________________
 FF0911  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0911  DYNAMIC HT  -          73.382 (meters)     240.75  (feet)  COMP
 FF0911  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 FF0911
 FF0911  VERT ORDER  -  FIRST     CLASS II
 FF0911
 FF0911.The horizontal coordinates were scaled from a topographic map and have
 FF0911.an estimated accuracy of +/- 6 seconds.
 FF0911
 FF0911.The orthometric height was determined by differential leveling
 FF0911.and adjusted by the National Geodetic Survey in June 1991..
 FF0911
 FF0911.The geoid height was determined by GEOID03.
 FF0911
 FF0911.The dynamic height is computed by dividing the NAVD 88
 FF0911.geopotential number by the normal gravity value computed on the
 FF0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0911.degrees latitude (g = 980.6199 gals.).
 FF0911
 FF0911.The modeled gravity was interpolated from observed gravity values.
 FF0911
 FF0911;                    North         East    Units  Estimated Accuracy
 FF0911;SPC AR N     -   137,230.      501,980.      MT  (+/- 180 meters Scaled)
 FF0911
 FF0911                          SUPERSEDED SURVEY CONTROL
 FF0911
 FF0911  NGVD 29 (??/??/??)   73.389  (m)          240.78   (f) ADJUSTED    1 2
 FF0911
 FF0911.Superseded values are not recommended for survey control.
 FF0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0911.See file dsdata.txt to determine how the superseded data were derived.
 FF0911
 FF0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV925377(NAD 83)
 FF0911_MARKER: DB = BENCH MARK DISK
 FF0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0911_STAMPING: F 183 1956
 FF0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0911+STABILITY: SURFACE MOTION
 FF0911
 FF0911  HISTORY     - Date     Condition        Report By
 FF0911  HISTORY     - 1956     MONUMENTED       CGS
 FF0911  HISTORY     - 20020808 POOR             USACE
 FF0911
 FF0911                          STATION DESCRIPTION
 FF0911
 FF0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0911'3 MI E FROM WALDENBURG.
 FF0911'3.05 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0911'STATE HIGHWAY 39 AT WALDENBURG, ABOUT 0.55 MILE EAST OF BRIDGE
 FF0911'OVER BRUSHY CREEK, AT THE JUNCTION OF A GRAVEL ROAD NORTH, 51
 FF0911'FEET NORTH OF CENTER LINE OF HIGHWAY, 24 FEET EAST OF CENTER LINE
 FF0911'OF ROAD NORTH, 59 FEET SOUTH AND ACROSS ROAD DITCH FROM POWER
 FF0911'POLE NO. 17 N 4 ON LINE LEADING NORTH, 93 FEET NORTH AND ACROSS
 FF0911'HIGHWAY FROM A HIGHWAY R/W MARKER POST, 2 1/2 FEET WEST OF A
 FF0911'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY
 FF0911'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0911
 FF0911                          STATION RECOVERY (2002)
 FF0911
 FF0911'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0911'CONCRETE SLAB FOUND CHIPPED BADLY AND DISK SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0101 ***********************************************************************
 FF0101  DESIGNATION -  F 184
 FF0101  PID         -  FF0101
 FF0101  STATE/COUNTY-  AR/CRAIGHEAD
 FF0101  USGS QUAD   -  LAKE CITY (1983)
 FF0101
 FF0101                         *CURRENT SURVEY CONTROL
 FF0101  ___________________________________________________________________
 FF0101* NAD 83(1986)-  35 49 02.     (N)    090 26 00.     (W)     SCALED    
 FF0101* NAVD 88     -        70.242  (meters)     230.45   (feet)  POSTED    
 FF0101  ___________________________________________________________________
 FF0101  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FF0101  DYNAMIC HT  -          70.180 (meters)     230.25  (feet)  COMP
 FF0101  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 FF0101
 FF0101  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0101
 FF0101.The horizontal coordinates were scaled from a topographic map and have
 FF0101.an estimated accuracy of +/- 6 seconds.
 FF0101
 FF0101.The orthometric height was determined by differential leveling
 FF0101.and adjusted by the National Geodetic Survey in 1992..
 FF0101.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0101.rate of 1.1 thru 2.0 mm/km.
 FF0101
 FF0101.The geoid height was determined by GEOID03.
 FF0101
 FF0101.The dynamic height is computed by dividing the NAVD 88
 FF0101.geopotential number by the normal gravity value computed on the
 FF0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0101.degrees latitude (g = 980.6199 gals.).
 FF0101
 FF0101.The modeled gravity was interpolated from observed gravity values.
 FF0101
 FF0101;                    North         East    Units  Estimated Accuracy
 FF0101;SPC AR N     -   165,750.      541,570.      MT  (+/- 180 meters Scaled)
 FF0101
 FF0101                          SUPERSEDED SURVEY CONTROL
 FF0101
 FF0101  NGVD 29 (??/??/??)   70.192  (m)          230.29   (f) ADJUSTED    1 2
 FF0101
 FF0101.Superseded values are not recommended for survey control.
 FF0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0101.See file dsdata.txt to determine how the superseded data were derived.
 FF0101
 FF0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV318667(NAD 83)
 FF0101_MARKER: DB = BENCH MARK DISK
 FF0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0101_SP_SET: CONCRETE BASE
 FF0101_STAMPING: F 184 1956
 FF0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0101+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 FF0101
 FF0101  HISTORY     - Date     Condition        Report By
 FF0101  HISTORY     - 1956     MONUMENTED       CGS
 FF0101  HISTORY     - 20020731 GOOD             USACE
 FF0101
 FF0101                          STATION DESCRIPTION
 FF0101
 FF0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0101'AT LAKE CITY.
 FF0101'AT LAKE CITY, ABOUT 50 YARDS SOUTHWEST OF SOUTHWEST CORNER OF THE
 FF0101'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 77 1/2 FEET
 FF0101'SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, IN THE TOP OF NORTH CORNER
 FF0101'OF CONCRETE BASE OF NORTHEAST LEG OF THE CITY WATER TOWER, 67 1/2
 FF0101'FEET EAST OF CENTER LINE OF A NORTH-SOUTH STREET AND ABOUT 2
 FF0101'FEET ABOVE GROUND.
 FF0101
 FF0101                          STATION RECOVERY (2002)
 FF0101
 FF0101'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0034 ***********************************************************************
 FF0034  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0034  DESIGNATION -  F 185
 FF0034  PID         -  FF0034
 FF0034  STATE/COUNTY-  AR/MISSISSIPPI
 FF0034  USGS QUAD   -  DELL (1983)
 FF0034
 FF0034                         *CURRENT SURVEY CONTROL
 FF0034  ___________________________________________________________________
 FF0034* NAD 83(1997)-  35 50 50.60375(N)    090 03 37.00377(W)     ADJUSTED  
 FF0034* NAVD 88     -        73.42   (meters)     240.9    (feet)  GPS OBS   
 FF0034  ___________________________________________________________________
 FF0034  X           -      -5,445.451 (meters)                     COMP
 FF0034  Y           -  -5,175,967.650 (meters)                     COMP
 FF0034  Z           -   3,714,505.800 (meters)                     COMP
 FF0034  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FF0034  ELLIP HEIGHT-          45.50  (meters)          (05/31/05) GPS OBS
 FF0034  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FF0034  DYNAMIC HT  -          73.36  (meters)     240.7   (feet)  COMP
 FF0034  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 FF0034
 FF0034  HORZ ORDER  -  FIRST
 FF0034  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF0034  ELLP ORDER  -  FOURTH    CLASS II
 FF0034
 FF0034.The horizontal coordinates were established by GPS observations
 FF0034.and adjusted by the National Geodetic Survey in May 2005..
 FF0034
 FF0034.The orthometric height was determined by GPS observations and a
 FF0034.high-resolution geoid model using precise GPS observation and
 FF0034.processing techniques. It supersedes the leveled height previously
 FF0034.determined for this station.
 FF0034.The vertical order pertains to the first NAVD 88 superseded value.
 FF0034
 FF0034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0034
 FF0034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0034
 FF0034.The ellipsoidal height was determined by GPS observations
 FF0034.and is referenced to NAD 83.
 FF0034
 FF0034.The geoid height was determined by GEOID03.
 FF0034
 FF0034.The dynamic height is computed by dividing the NAVD 88
 FF0034.geopotential number by the normal gravity value computed on the
 FF0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0034.degrees latitude (g = 980.6199 gals.).
 FF0034
 FF0034.The modeled gravity was interpolated from observed gravity values.
 FF0034
 FF0034;                    North         East     Units Scale Factor Converg.
 FF0034;SPC AR N     -   169,698.971   575,208.037   MT  0.99994645   +1 07 43.4
 FF0034;SPC AR N     -   556,754.04  1,887,161.70   sFT  0.99994645   +1 07 43.4
 FF0034;UTM  15      - 3,971,012.753   765,496.504   MT  1.00046867   +1 43 21.3
 FF0034;UTM  16      - 3,971,347.023   223,612.301   MT  1.00054141   -1 47 36.0
 FF0034
 FF0034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0034!SPC AR N     -   0.99999286  x   0.99994645  =   0.99993931
 FF0034!UTM  15      -   0.99999286  x   1.00046867  =   1.00046153
 FF0034!UTM  16      -   0.99999286  x   1.00054141  =   1.00053426
 FF0034
 FF0034                          SUPERSEDED SURVEY CONTROL
 FF0034
 FF0034  NAVD 88 (06/15/91)   73.380  (m)          240.75   (f) ADJUSTED    1 2
 FF0034  NGVD 29 (??/??/??)   73.355  (m)          240.67   (f) ADJUSTED    1 2
 FF0034
 FF0034.Superseded values are not recommended for survey control.
 FF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0034.See file dsdata.txt to determine how the superseded data were derived.
 FF0034
 FF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6549771013(NAD 83)
 FF0034_MARKER: DB = BENCH MARK DISK
 FF0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0034_SP_SET: CULVERT
 FF0034_STAMPING: F 185 1956
 FF0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0034+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 FF0034
 FF0034  HISTORY     - Date     Condition        Report By
 FF0034  HISTORY     - 1956     MONUMENTED       CGS
 FF0034  HISTORY     - 1987     GOOD             USPSQD
 FF0034  HISTORY     - 20020720 GOOD             USACE
 FF0034  HISTORY     - 20030717 GOOD             EMCINC
 FF0034  HISTORY     - 20060927 GOOD             JCLS
 FF0034
 FF0034                          STATION DESCRIPTION
 FF0034
 FF0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0034'1.2 MI SW FROM DELL.
 FF0034'ABOUT 1.25 MILES SOUTHWEST AND WEST ALONG THE ST. LOUIS-SAN
 FF0034'FRANCISCO RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL,
 FF0034'ABOUT 0.1 MILE NORTHEAST OF A COTTON GIN AND WATER TOWER WHICH
 FF0034'IS LOCATED IN RAILROAD TRIANGLE AT WILSON JUNCTION, ABOUT 35
 FF0034'YARDS WEST OF CENTER OF CROSSING OF STATE HIGHWAY 18 AND THE EAST
 FF0034'LEG OF JUNCTION TRACK LEADING SOUTH, ABOUT 20 YARDS SOUTH OF
 FF0034'TRACK, IN THE TOP OF WEST END OF THE NORTH HEAD WALL OF A 2-FOOT
 FF0034'CONCRETE BOX CULVERT UNDER HIGHWAY 18, 22 FEET NORTH OF CENTER
 FF0034'LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 FF0034
 FF0034                          STATION RECOVERY (1987)
 FF0034
 FF0034'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0034'RECOVERED IN GOOD CONDITION.
 FF0034
 FF0034                          STATION RECOVERY (2002)
 FF0034
 FF0034'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0034'RECOVERED IN GOOD CONDITION.
 FF0034
 FF0034                          STATION RECOVERY (2003)
 FF0034
 FF0034'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0034'RECOVERED AS DESCRIBED.
 FF0034
 FF0034                          STATION RECOVERY (2006)
 FF0034
 FF0034'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FF0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0077 ***********************************************************************
 FF0077  DESIGNATION -  F 186
 FF0077  PID         -  FF0077
 FF0077  STATE/COUNTY-  AR/CRAIGHEAD
 FF0077  USGS QUAD   -  LEACHVILLE (1983)
 FF0077
 FF0077                         *CURRENT SURVEY CONTROL
 FF0077  ___________________________________________________________________
 FF0077* NAD 83(1986)-  35 55 20.     (N)    090 17 33.     (W)     SCALED    
 FF0077* NAVD 88     -        72.035  (meters)     236.33   (feet)  POSTED    
 FF0077  ___________________________________________________________________
 FF0077  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FF0077  DYNAMIC HT  -          71.970 (meters)     236.12  (feet)  COMP
 FF0077  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 FF0077
 FF0077  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0077
 FF0077.The horizontal coordinates were scaled from a topographic map and have
 FF0077.an estimated accuracy of +/- 6 seconds.
 FF0077
 FF0077.The orthometric height was determined by differential leveling
 FF0077.and adjusted by the National Geodetic Survey in 1992..
 FF0077.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0077.rate of 1.1 thru 2.0 mm/km.
 FF0077
 FF0077.The geoid height was determined by GEOID03.
 FF0077
 FF0077.The dynamic height is computed by dividing the NAVD 88
 FF0077.geopotential number by the normal gravity value computed on the
 FF0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0077.degrees latitude (g = 980.6199 gals.).
 FF0077
 FF0077.The modeled gravity was interpolated from observed gravity values.
 FF0077
 FF0077;                    North         East    Units  Estimated Accuracy
 FF0077;SPC AR N     -   177,610.      554,090.      MT  (+/- 180 meters Scaled)
 FF0077
 FF0077                          SUPERSEDED SURVEY CONTROL
 FF0077
 FF0077  NGVD 29 (??/??/??)   72.016  (m)          236.27   (f) ADJUSTED    1 2
 FF0077
 FF0077.Superseded values are not recommended for survey control.
 FF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0077.See file dsdata.txt to determine how the superseded data were derived.
 FF0077
 FF0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV442787(NAD 83)
 FF0077_MARKER: DB = BENCH MARK DISK
 FF0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0077_STAMPING: F 186 1956
 FF0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0077+STABILITY: SURFACE MOTION
 FF0077
 FF0077  HISTORY     - Date     Condition        Report By
 FF0077  HISTORY     - 1956     MONUMENTED       CGS
 FF0077  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0077
 FF0077                          STATION DESCRIPTION
 FF0077
 FF0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0077'2.2 MI SW FROM LEACHVILLE.
 FF0077'ABOUT 2.2 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0077'RAILWAY FROM THE STATION AT LEACHVILLE, ABOUT 0.3 MILE SOUTHWEST
 FF0077'OF THE MISSISSIPPI-CRAIGHEAD COUNTY LINE, ABOUT 0.45 MILE
 FF0077'NORTHEAST OF AN EAST-WEST ROAD CROSSING, ABOUT 0.3 MILE NORTHEAST
 FF0077'OF DELFORE METHODIST CHURCH, ABOUT 0.15 MILE NORTHEAST OF DELFORE
 FF0077'GRAIN ELEVATOR AND GIN, 54 FEET NORTHWEST AND ACROSS A ROAD
 FF0077'PARALLEL TO TRACK FROM THE NORTHWEST RAIL, 165 FEET WEST AND
 FF0077'ACROSS ROAD AND TRACK FROM MILE POLE 264, 182 1/2 FEET EAST OF
 FF0077'SOUTHEAST CORNER OF L.E. MONTGOMERY RESIDENCE, 50 3/4 FEET
 FF0077'SOUTHEAST OF SOUTHEAST CORNER OF A BARN, 15 1/2 FEET NORTHWEST
 FF0077'OF CENTER LINE OF ROAD, 1 FOOT EAST OF A FENCE CORNER, 2 1/2
 FF0077'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 FF0077'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0077'PROJECTING 1 INCH.
 FF0077
 FF0077                          STATION RECOVERY (1978)
 FF0077
 FF0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0111 ***********************************************************************
 GE0111  DESIGNATION -  F 187
 GE0111  PID         -  GE0111
 GE0111  STATE/COUNTY-  AR/GREENE
 GE0111  USGS QUAD   -  MARMADUKE (1992)
 GE0111
 GE0111                         *CURRENT SURVEY CONTROL
 GE0111  ___________________________________________________________________
 GE0111* NAD 83(1986)-  36 07 54.     (N)    090 25 29.     (W)     SCALED    
 GE0111* NAVD 88     -        82.506  (meters)     270.69   (feet)  ADJUSTED  
 GE0111  ___________________________________________________________________
 GE0111  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0111  DYNAMIC HT  -          82.438 (meters)     270.47  (feet)  COMP
 GE0111  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 GE0111
 GE0111  VERT ORDER  -  FIRST     CLASS II
 GE0111
 GE0111.The horizontal coordinates were scaled from a topographic map and have
 GE0111.an estimated accuracy of +/- 6 seconds.
 GE0111
 GE0111.The orthometric height was determined by differential leveling
 GE0111.and adjusted by the National Geodetic Survey in June 1991..
 GE0111
 GE0111.The geoid height was determined by GEOID03.
 GE0111
 GE0111.The dynamic height is computed by dividing the NAVD 88
 GE0111.geopotential number by the normal gravity value computed on the
 GE0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0111.degrees latitude (g = 980.6199 gals.).
 GE0111
 GE0111.The modeled gravity was interpolated from observed gravity values.
 GE0111
 GE0111;                    North         East    Units  Estimated Accuracy
 GE0111;SPC AR N     -   200,650.      541,790.      MT  (+/- 180 meters Scaled)
 GE0111
 GE0111                          SUPERSEDED SURVEY CONTROL
 GE0111
 GE0111  NGVD 29 (??/??/92)   82.498  (m)          270.66   (f) ADJ UNCH    1 2
 GE0111
 GE0111.Superseded values are not recommended for survey control.
 GE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0111.See file dsdata.txt to determine how the superseded data were derived.
 GE0111
 GE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA317016(NAD 83)
 GE0111_MARKER: DB = BENCH MARK DISK
 GE0111_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0111_SP_SET: 48 FEET
 GE0111_STAMPING: F 187 1956
 GE0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0111
 GE0111  HISTORY     - Date     Condition        Report By
 GE0111  HISTORY     - 1956     MONUMENTED       CGS
 GE0111  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0111
 GE0111                          STATION DESCRIPTION
 GE0111
 GE0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0111'4.4 MI SW FROM MARMADUKE.
 GE0111'ABOUT 4.45 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0111'RAILWAY FROM THE STATION AT MARMADUKE, ABOUT 0.3 MILE SOUTHWEST
 GE0111'OF MILE POLE 97, 45 3/4 FEET SOUTHEAST OF SOUTHEAST RAIL, 109
 GE0111'FEET SOUTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 1195, 99 FEET
 GE0111'NORTHEAST OF TELEPHONE POLE NO. 97/10, 79 FEET SOUTHWEST OF
 GE0111'TELEPHONE POLE NO. 97/09, 3/4 FEET NORTHWEST OF A FENCE LINE, 2
 GE0111'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW
 GE0111'LEVEL OF TRACK AND IS A DISK ON TOP OF A COPPER-COATED STEEL ROD
 GE0111'ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH TILE WHICH
 GE0111'PROJECTS 4 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 48 FEET IN
 GE0111'GROUND.
 GE0111
 GE0111                          STATION RECOVERY (1981)
 GE0111
 GE0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0074 ***********************************************************************
 GE0074  DESIGNATION -  F 188
 GE0074  PID         -  GE0074
 GE0074  STATE/COUNTY-  AR/CLAY
 GE0074  USGS QUAD   -  PIGGOTT (1984)
 GE0074
 GE0074                         *CURRENT SURVEY CONTROL
 GE0074  ___________________________________________________________________
 GE0074* NAD 83(1986)-  36 22 34.     (N)    090 11 37.     (W)     SCALED    
 GE0074* NAVD 88     -        90.463  (meters)     296.79   (feet)  ADJUSTED  
 GE0074  ___________________________________________________________________
 GE0074  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GE0074  DYNAMIC HT  -          90.389 (meters)     296.55  (feet)  COMP
 GE0074  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 GE0074
 GE0074  VERT ORDER  -  FIRST     CLASS II
 GE0074
 GE0074.The horizontal coordinates were scaled from a topographic map and have
 GE0074.an estimated accuracy of +/- 6 seconds.
 GE0074
 GE0074.The orthometric height was determined by differential leveling
 GE0074.and adjusted by the National Geodetic Survey in June 1991..
 GE0074
 GE0074.The geoid height was determined by GEOID03.
 GE0074
 GE0074.The dynamic height is computed by dividing the NAVD 88
 GE0074.geopotential number by the normal gravity value computed on the
 GE0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0074.degrees latitude (g = 980.6199 gals.).
 GE0074
 GE0074.The modeled gravity was interpolated from observed gravity values.
 GE0074
 GE0074;                    North         East    Units  Estimated Accuracy
 GE0074;SPC AR N     -   228,130.      562,090.      MT  (+/- 180 meters Scaled)
 GE0074
 GE0074                          SUPERSEDED SURVEY CONTROL
 GE0074
 GE0074  NGVD 29 (??/??/92)   90.454  (m)          296.76   (f) ADJ UNCH    1 2
 GE0074
 GE0074.Superseded values are not recommended for survey control.
 GE0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0074.See file dsdata.txt to determine how the superseded data were derived.
 GE0074
 GE0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA517293(NAD 83)
 GE0074_MARKER: DB = BENCH MARK DISK
 GE0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0074_STAMPING: F 188 1956
 GE0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0074+STABILITY: SURFACE MOTION
 GE0074
 GE0074  HISTORY     - Date     Condition        Report By
 GE0074  HISTORY     - 1956     MONUMENTED       CGS
 GE0074  HISTORY     - 1981     POOR             USGS
 GE0074  HISTORY     - 20020717 POOR             USACE
 GE0074
 GE0074                          STATION DESCRIPTION
 GE0074
 GE0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0074'AT PIGGOTT.
 GE0074'AT PIGGOTT, ABOUT 0.3 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN
 GE0074'RAILWAY FROM THE STATION, ABOUT 3 1/2 TELEPHONE POLES NORTH
 GE0074'OF MILE POST 76, AT A ROAD CROSSING, 60 FEET WEST OF WEST RAIL,
 GE0074'76 FEET WEST-SOUTHWEST OF CENTER OF CROSSING, 66 FEET
 GE0074'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE NO. 567, 24 1/2
 GE0074'FEET WEST OF TELEPHONE POLE NO. 402, 2 1/2 FEET EAST-NORTHEAST
 GE0074'OF A FENCE CORNER, 68 FEET SOUTHWEST OF CENTER LINE OF ROAD ON
 GE0074'OUTSIDE OF A CURVE IN ROAD WITH TANGENTS EXTENDING NORTH
 GE0074'PARALLELING WEST SIDE OF TRACK AND EAST ACROSS TRACK, 2 1/2
 GE0074'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 GE0074'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0074'PROJECTING 3 INCHES.
 GE0074
 GE0074                          STATION RECOVERY (1981)
 GE0074
 GE0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0074'MARK RECOVERED IN POOR CONDITION.
 GE0074
 GE0074                          STATION RECOVERY (2002)
 GE0074
 GE0074'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0074'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1833 ***********************************************************************
 FE1833  DESIGNATION -  F 189
 FE1833  PID         -  FE1833
 FE1833  STATE/COUNTY-  AR/MISSISSIPPI
 FE1833  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1833
 FE1833                         *CURRENT SURVEY CONTROL
 FE1833  ___________________________________________________________________
 FE1833* NAD 83(1986)-  35 55 19.     (N)    089 54 22.     (W)     SCALED    
 FE1833* NAVD 88     -        78.451  (meters)     257.38   (feet)  ADJUSTED  
 FE1833  ___________________________________________________________________
 FE1833  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE1833  DYNAMIC HT  -          78.385 (meters)     257.17  (feet)  COMP
 FE1833  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1833
 FE1833  VERT ORDER  -  FIRST     CLASS II
 FE1833
 FE1833.The horizontal coordinates were scaled from a topographic map and have
 FE1833.an estimated accuracy of +/- 6 seconds.
 FE1833
 FE1833.The orthometric height was determined by differential leveling
 FE1833.and adjusted by the National Geodetic Survey in June 1991..
 FE1833
 FE1833.The geoid height was determined by GEOID03.
 FE1833
 FE1833.The dynamic height is computed by dividing the NAVD 88
 FE1833.geopotential number by the normal gravity value computed on the
 FE1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1833.degrees latitude (g = 980.6199 gals.).
 FE1833
 FE1833.The modeled gravity was interpolated from observed gravity values.
 FE1833
 FE1833;                    North         East    Units  Estimated Accuracy
 FE1833;SPC AR N     -   178,250.      588,960.      MT  (+/- 180 meters Scaled)
 FE1833
 FE1833                          SUPERSEDED SURVEY CONTROL
 FE1833
 FE1833  NGVD 29 (??/??/??)   78.400  (m)          257.22   (f) ADJUSTED    1 2
 FE1833
 FE1833.Superseded values are not recommended for survey control.
 FE1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1833.See file dsdata.txt to determine how the superseded data were derived.
 FE1833
 FE1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE377791(NAD 83)
 FE1833_MARKER: DB = BENCH MARK DISK
 FE1833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1833_SP_SET: FOUNDATION
 FE1833_STAMPING: F 189 1956
 FE1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1833
 FE1833  HISTORY     - Date     Condition        Report By
 FE1833  HISTORY     - 1956     MONUMENTED       CGS
 FE1833  HISTORY     - 20020722 POOR             USACE
 FE1833
 FE1833                          STATION DESCRIPTION
 FE1833
 FE1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1833'AT BLYTHEVILLE.
 FE1833'AT BLYTHEVILLE, ABOUT 310 YARDS SOUTH ALONG THE ST. LOUIS-SAN
 FE1833'FRANCISCO RAILWAY FROM THE STATION, 189 FEET SOUTHEAST OF CENTER
 FE1833'OF CROSSING OF ST. LOUIS-SAN FRANCISCO RAILWAY AND CHERRY STREET,
 FE1833'ACROSS TRACK FROM TELEPHONE POLE NO. 237/10, SET VERTICALLY IN
 FE1833'THE WEST FACE OF CONCRETE FOUNDATION OF BLYTHEVILLE WATER COMPANY
 FE1833'PUMPING PLANT, 110 1/2 FEET EAST OF EAST RAIL OF MAIN TRACK,
 FE1833'86 FEET EAST OF EAST RAIL OF A SIDING, 0.7 FOOT SOUTH OF NORTHWEST
 FE1833'CORNER OF BUILDING, AND 1 FOOT ABOVE GROUND.
 FE1833
 FE1833                          STATION RECOVERY (2002)
 FE1833
 FE1833'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1833'THE DISK HAS BEEN REMOVED. GROUT OVER AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0152 ***********************************************************************
 GE0152  DESIGNATION -  F 190
 GE0152  PID         -  GE0152
 GE0152  STATE/COUNTY-  AR/CLAY
 GE0152  USGS QUAD   -  MC DOUGAL (1984)
 GE0152
 GE0152                         *CURRENT SURVEY CONTROL
 GE0152  ___________________________________________________________________
 GE0152* NAD 83(1986)-  36 24 57.     (N)    090 28 33.     (W)     SCALED    
 GE0152* NAVD 88     -        89.162  (meters)     292.53   (feet)  ADJUSTED  
 GE0152  ___________________________________________________________________
 GE0152  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GE0152  DYNAMIC HT  -          89.090 (meters)     292.29  (feet)  COMP
 GE0152  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GE0152
 GE0152  VERT ORDER  -  FIRST     CLASS II
 GE0152
 GE0152.The horizontal coordinates were scaled from a topographic map and have
 GE0152.an estimated accuracy of +/- 6 seconds.
 GE0152
 GE0152.The orthometric height was determined by differential leveling
 GE0152.and adjusted by the National Geodetic Survey in June 1991..
 GE0152
 GE0152.The geoid height was determined by GEOID03.
 GE0152
 GE0152.The dynamic height is computed by dividing the NAVD 88
 GE0152.geopotential number by the normal gravity value computed on the
 GE0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0152.degrees latitude (g = 980.6199 gals.).
 GE0152
 GE0152.The modeled gravity was interpolated from observed gravity values.
 GE0152
 GE0152;                    North         East    Units  Estimated Accuracy
 GE0152;SPC AR N     -   232,110.      536,700.      MT  (+/- 180 meters Scaled)
 GE0152
 GE0152                          SUPERSEDED SURVEY CONTROL
 GE0152
 GE0152  NGVD 29 (??/??/92)   89.152  (m)          292.49   (f) ADJ UNCH    1 2
 GE0152
 GE0152.Superseded values are not recommended for survey control.
 GE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0152.See file dsdata.txt to determine how the superseded data were derived.
 GE0152
 GE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA263330(NAD 83)
 GE0152_MARKER: DB = BENCH MARK DISK
 GE0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0152_SP_SET: CURBING
 GE0152_STAMPING: F 190 1956
 GE0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0152+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 GE0152
 GE0152  HISTORY     - Date     Condition        Report By
 GE0152  HISTORY     - 1956     MONUMENTED       CGS
 GE0152  HISTORY     - 20020916 GOOD             USACE
 GE0152
 GE0152                          STATION DESCRIPTION
 GE0152
 GE0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0152'6.4 MI E FROM CORNING.
 GE0152'ABOUT 6.35 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CROSSING
 GE0152'OF THE MISSOURI PACIFIC RAILROAD AT CORNING, ABOUT 5.65 MILES
 GE0152'WEST OF THE COTTON GIN AT MC DOUGAL, CLAY COUNTY, IN THE TOP OF
 GE0152'THE SOUTHWEST END OF THE SOUTHEAST CURBING OF A 45-FOOT CONCRETE
 GE0152'BRIDGE OVER DITCH NO. 18, 14 FEET SOUTHEAST OF CENTER LINE OF
 GE0152'HIGHWAY, 1 1/2 FEET NORTHEAST OF SOUTHWEST END OF CURBING AND
 GE0152'1/2 FOOT SOUTHEAST OF NORTHWEST EDGE OF CURBING.
 GE0152
 GE0152                          STATION RECOVERY (2002)
 GE0152
 GE0152'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1114 ***********************************************************************
 EJ1114  DESIGNATION -  F 192 X
 EJ1114  PID         -  EJ1114
 EJ1114  STATE/COUNTY-  AR/CLARK
 EJ1114  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1114
 EJ1114                         *CURRENT SURVEY CONTROL
 EJ1114  ___________________________________________________________________
 EJ1114* NAD 83(1986)-  34 02 21.     (N)    093 05 04.     (W)     SCALED    
 EJ1114* NAVD 88     -        64.366  (meters)     211.17   (feet)  ADJUSTED  
 EJ1114  ___________________________________________________________________
 EJ1114  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EJ1114  DYNAMIC HT  -          64.301 (meters)     210.96  (feet)  COMP
 EJ1114  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 EJ1114
 EJ1114  VERT ORDER  -  FIRST     CLASS II
 EJ1114
 EJ1114.The horizontal coordinates were scaled from a topographic map and have
 EJ1114.an estimated accuracy of +/- 6 seconds.
 EJ1114
 EJ1114.The orthometric height was determined by differential leveling
 EJ1114.and adjusted by the National Geodetic Survey in June 1991..
 EJ1114
 EJ1114.The geoid height was determined by GEOID03.
 EJ1114
 EJ1114.The dynamic height is computed by dividing the NAVD 88
 EJ1114.geopotential number by the normal gravity value computed on the
 EJ1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1114.degrees latitude (g = 980.6199 gals.).
 EJ1114
 EJ1114.The modeled gravity was interpolated from observed gravity values.
 EJ1114
 EJ1114;                    North         East    Units  Estimated Accuracy
 EJ1114;SPC AR S     -   552,760.      299,870.      MT  (+/- 180 meters Scaled)
 EJ1114
 EJ1114                          SUPERSEDED SURVEY CONTROL
 EJ1114
 EJ1114  NGVD 29 (??/??/92)   64.38   (m)          211.2    (f) COMPUTED    1 2
 EJ1114
 EJ1114.Superseded values are not recommended for survey control.
 EJ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1114.See file dsdata.txt to determine how the superseded data were derived.
 EJ1114
 EJ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT922665(NAD 83)
 EJ1114_MARKER: DB = BENCH MARK DISK
 EJ1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1114_SP_SET: CULVERT
 EJ1114_STAMPING: F 192 X 1959
 EJ1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1114
 EJ1114  HISTORY     - Date     Condition        Report By
 EJ1114  HISTORY     - 1959     MONUMENTED       CGS
 EJ1114  HISTORY     - 1960     GOOD             NGS
 EJ1114
 EJ1114                          STATION DESCRIPTION
 EJ1114
 EJ1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1114'5.9 MI S FROM ARKADELPHIA.
 EJ1114'ABOUT 5.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1114'STATION AT ARKADELPHIA, 3 POLES NORTH OF MILEPOST 417, SET IN THE TOP
 EJ1114'OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A LARGE DOUBLE
 EJ1114'CHANNEL CULVERT, 9 FEET EAST OF THE EAST RAIL, 0.25 MILE NORTH OF A
 EJ1114'ROAD CROSSING, AND 2 1/2 FEET BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0313 ***********************************************************************
 DL0313  DESIGNATION -  F 193 X
 DL0313  PID         -  DL0313
 DL0313  STATE/COUNTY-  AR/OUACHITA
 DL0313  USGS QUAD   -  CAMDEN (1985)
 DL0313
 DL0313                         *CURRENT SURVEY CONTROL
 DL0313  ___________________________________________________________________
 DL0313* NAD 83(1986)-  33 35 47.     (N)    092 51 08.     (W)     SCALED    
 DL0313* NAVD 88     -        44.426  (meters)     145.75   (feet)  ADJUSTED  
 DL0313  ___________________________________________________________________
 DL0313  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DL0313  DYNAMIC HT  -          44.380 (meters)     145.60  (feet)  COMP
 DL0313  MODELED GRAV-     979,605.2   (mgal)                       NAVD 88
 DL0313
 DL0313  VERT ORDER  -  FIRST     CLASS II
 DL0313
 DL0313.The horizontal coordinates were scaled from a topographic map and have
 DL0313.an estimated accuracy of +/- 6 seconds.
 DL0313
 DL0313.The orthometric height was determined by differential leveling
 DL0313.and adjusted by the National Geodetic Survey in June 1991..
 DL0313
 DL0313.The geoid height was determined by GEOID03.
 DL0313
 DL0313.The dynamic height is computed by dividing the NAVD 88
 DL0313.geopotential number by the normal gravity value computed on the
 DL0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0313.degrees latitude (g = 980.6199 gals.).
 DL0313
 DL0313.The modeled gravity was interpolated from observed gravity values.
 DL0313
 DL0313;                    North         East    Units  Estimated Accuracy
 DL0313;SPC AR S     -   503,450.      320,900.      MT  (+/- 180 meters Scaled)
 DL0313
 DL0313                          SUPERSEDED SURVEY CONTROL
 DL0313
 DL0313  NGVD 29 (??/??/92)   44.451  (m)          145.84   (f) ADJ UNCH    1 2
 DL0313
 DL0313.Superseded values are not recommended for survey control.
 DL0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0313.See file dsdata.txt to determine how the superseded data were derived.
 DL0313
 DL0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT137174(NAD 83)
 DL0313_MARKER: DB = BENCH MARK DISK
 DL0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0313_STAMPING: F 193 X 1959
 DL0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0313+STABILITY: SURFACE MOTION
 DL0313
 DL0313  HISTORY     - Date     Condition        Report By
 DL0313  HISTORY     - 1959     MONUMENTED       CGS
 DL0313  HISTORY     - 1960     GOOD             NGS
 DL0313  HISTORY     - 1964     GOOD             NGS
 DL0313
 DL0313                          STATION DESCRIPTION
 DL0313
 DL0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0313'1.95 MI NW FROM CAMDEN.
 DL0313'ABOUT 1.95 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0313'STATION AT CAMDEN, 6 1/2 FEET SOUTH OF THE 3RD TELEPHONE POLE SOUTH OF
 DL0313'MILEPOLE 458, 18 1/2 FEET EAST OF THE EAST RAIL, 64 FEET SOUTHEAST OF
 DL0313'THE CENTER LINE OF A CROSSING WITH MAUL ROAD NORTHWEST, IN SECTION 16,
 DL0313'T 13 S, R 17 W, 53 FEET SOUTH OF THE CENTER LINE OF MAUL ROAD
 DL0313'NORTHWEST, IN LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET NORTH OF A
 DL0313'METAL WITNESS POST, ABOUT 2 FEET BELOW THE TRACKS, AND IN THE TOP OF A
 DL0313'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK IS ABOUT 2 INCHES
 DL0313'BELOW THE SURFACE OF THE GROUND.
 DL0313
 DL0313                          STATION RECOVERY (1964)
 DL0313
 DL0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0409 ***********************************************************************
 DL0409  DESIGNATION -  F 196
 DL0409  PID         -  DL0409
 DL0409  STATE/COUNTY-  AR/OUACHITA
 DL0409  USGS QUAD   -  CHIDESTER (1973)
 DL0409
 DL0409                         *CURRENT SURVEY CONTROL
 DL0409  ___________________________________________________________________
 DL0409* NAD 83(1986)-  33 43 38.     (N)    093 03 38.     (W)     SCALED    
 DL0409* NAVD 88     -        58.420  (meters)     191.67   (feet)  ADJUSTED  
 DL0409  ___________________________________________________________________
 DL0409  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DL0409  DYNAMIC HT  -          58.360 (meters)     191.47  (feet)  COMP
 DL0409  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 DL0409
 DL0409  VERT ORDER  -  FIRST     CLASS II
 DL0409
 DL0409.The horizontal coordinates were scaled from a topographic map and have
 DL0409.an estimated accuracy of +/- 6 seconds.
 DL0409
 DL0409.The orthometric height was determined by differential leveling
 DL0409.and adjusted by the National Geodetic Survey in June 1991..
 DL0409
 DL0409.The geoid height was determined by GEOID03.
 DL0409
 DL0409.The dynamic height is computed by dividing the NAVD 88
 DL0409.geopotential number by the normal gravity value computed on the
 DL0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0409.degrees latitude (g = 980.6199 gals.).
 DL0409
 DL0409.The modeled gravity was interpolated from observed gravity values.
 DL0409
 DL0409;                    North         East    Units  Estimated Accuracy
 DL0409;SPC AR S     -   518,140.      301,720.      MT  (+/- 180 meters Scaled)
 DL0409
 DL0409                          SUPERSEDED SURVEY CONTROL
 DL0409
 DL0409  NGVD 29 (??/??/92)   58.435  (m)          191.72   (f) ADJ UNCH    1 2
 DL0409
 DL0409.Superseded values are not recommended for survey control.
 DL0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0409.See file dsdata.txt to determine how the superseded data were derived.
 DL0409
 DL0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT943319(NAD 83)
 DL0409_MARKER: DB = BENCH MARK DISK
 DL0409_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0409_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0409_STAMPING: F 196 1960
 DL0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0409
 DL0409  HISTORY     - Date     Condition        Report By
 DL0409  HISTORY     - 1960     MONUMENTED       CGS
 DL0409  HISTORY     - 1964     GOOD             NGS
 DL0409
 DL0409                          STATION DESCRIPTION
 DL0409
 DL0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0409'3.55 MI NW FROM CHIDESTER.
 DL0409'ABOUT 3.55 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0409'THE POST OFFICE AT CHIDESTER, IN SECTION 4, T 12 S, R 19 W, 84 FEET
 DL0409'WEST-SOUTHWEST OF AND ACROSS THE TRACK FROM POLE 441/20, 51 1/2 FEET
 DL0409'WEST-SOUTHWEST OF THE CENTER OF THE WEST-SOUTHWEST RAIL OF THE TRACK,
 DL0409'AT THE NORTHWEST END OF A SMALL BANK CUT, 6 1/2 RAILS NORTH-NORTHWEST
 DL0409'OF THE NORTH-NORTHWEST END OF TRESTLE 441.7, 3 FEET WEST-SOUTHWEST OF
 DL0409'A FENCE, ABOUT 3 1/2 FEET ABOVE THE TRACKS, AND ON THE TOP OF A 3
 DL0409'1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
 DL0409
 DL0409                          STATION RECOVERY (1964)
 DL0409
 DL0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0336 ***********************************************************************
 DL0336  DESIGNATION -  F 197
 DL0336  PID         -  DL0336
 DL0336  STATE/COUNTY-  AR/OUACHITA
 DL0336  USGS QUAD   -  CAMDEN (1985)
 DL0336
 DL0336                         *CURRENT SURVEY CONTROL
 DL0336  ___________________________________________________________________
 DL0336* NAD 83(1986)-  33 32 08.     (N)    092 52 10.     (W)     SCALED    
 DL0336* NAVD 88     -        50.543  (meters)     165.82   (feet)  ADJUSTED  
 DL0336  ___________________________________________________________________
 DL0336  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DL0336  DYNAMIC HT  -          50.490 (meters)     165.65  (feet)  COMP
 DL0336  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 DL0336
 DL0336  VERT ORDER  -  FIRST     CLASS II
 DL0336
 DL0336.The horizontal coordinates were scaled from a topographic map and have
 DL0336.an estimated accuracy of +/- 6 seconds.
 DL0336
 DL0336.The orthometric height was determined by differential leveling
 DL0336.and adjusted by the National Geodetic Survey in June 1991..
 DL0336
 DL0336.The geoid height was determined by GEOID03.
 DL0336
 DL0336.The dynamic height is computed by dividing the NAVD 88
 DL0336.geopotential number by the normal gravity value computed on the
 DL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0336.degrees latitude (g = 980.6199 gals.).
 DL0336
 DL0336.The modeled gravity was interpolated from observed gravity values.
 DL0336
 DL0336;                    North         East    Units  Estimated Accuracy
 DL0336;SPC AR S     -   496,710.      319,250.      MT  (+/- 180 meters Scaled)
 DL0336
 DL0336                          SUPERSEDED SURVEY CONTROL
 DL0336
 DL0336  NGVD 29 (??/??/92)   50.57   (m)          165.9    (f) COMPUTED    1 2
 DL0336
 DL0336.Superseded values are not recommended for survey control.
 DL0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0336.See file dsdata.txt to determine how the superseded data were derived.
 DL0336
 DL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT121106(NAD 83)
 DL0336_MARKER: DB = BENCH MARK DISK
 DL0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0336_STAMPING: F 197 1960
 DL0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0336+STABILITY: SURFACE MOTION
 DL0336
 DL0336  HISTORY     - Date     Condition        Report By
 DL0336  HISTORY     - 1960     MONUMENTED       CGS
 DL0336  HISTORY     - 1964     GOOD             NGS
 DL0336
 DL0336                          STATION DESCRIPTION
 DL0336
 DL0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0336'4.0 MI SW FROM CAMDEN.
 DL0336'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0336'STATION AT CAMDEN, THENCE 3.2 MILES SOUTHWEST ALONG THE ST. LOUIS
 DL0336'SOUTHWESTERN RAILWAY, IN THE NORTHEAST CORNER OF SECTION 8, R 17 W, T
 DL0336'14 S, 44 FEET SOUTH OF THE SOUTH RAIL, 93 FEET SOUTHWEST OF THE CENTER
 DL0336'OF A PAVED ROAD CROSSING, 69 FEET WEST OF THE CENTER LINE OF THE PAVED
 DL0336'ROAD, 15 FEET WEST OF A FENCE CORNER POST, 68 FEET NORTH-NORTHWEST OF
 DL0336'A BRACED POWER POLE, 2 FEET NORTH OF A FENCE, 2.0 FEET SOUTHWEST OF A
 DL0336'METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 DL0336'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0336
 DL0336                          STATION RECOVERY (1964)
 DL0336
 DL0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0213 ***********************************************************************
 DL0213  DESIGNATION -  F 198
 DL0213  PID         -  DL0213
 DL0213  STATE/COUNTY-  AR/OUACHITA
 DL0213  USGS QUAD   -  SNOW HILL (1985)
 DL0213
 DL0213                         *CURRENT SURVEY CONTROL
 DL0213  ___________________________________________________________________
 DL0213* NAD 83(1986)-  33 23 21.     (N)    092 38 11.     (W)     SCALED    
 DL0213* NAVD 88     -        52.507  (meters)     172.27   (feet)  ADJUSTED  
 DL0213  ___________________________________________________________________
 DL0213  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0213  DYNAMIC HT  -          52.452 (meters)     172.09  (feet)  COMP
 DL0213  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 DL0213
 DL0213  VERT ORDER  -  FIRST     CLASS II
 DL0213
 DL0213.The horizontal coordinates were scaled from a topographic map and have
 DL0213.an estimated accuracy of +/- 6 seconds.
 DL0213
 DL0213.The orthometric height was determined by differential leveling
 DL0213.and adjusted by the National Geodetic Survey in June 1991..
 DL0213
 DL0213.The geoid height was determined by GEOID03.
 DL0213
 DL0213.The dynamic height is computed by dividing the NAVD 88
 DL0213.geopotential number by the normal gravity value computed on the
 DL0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0213.degrees latitude (g = 980.6199 gals.).
 DL0213
 DL0213.The modeled gravity was interpolated from observed gravity values.
 DL0213
 DL0213;                    North         East    Units  Estimated Accuracy
 DL0213;SPC AR S     -   480,320.      340,790.      MT  (+/- 180 meters Scaled)
 DL0213
 DL0213                          SUPERSEDED SURVEY CONTROL
 DL0213
 DL0213  NGVD 29 (??/??/92)   52.540  (m)          172.38   (f) ADJ UNCH    1 2
 DL0213
 DL0213.Superseded values are not recommended for survey control.
 DL0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0213.See file dsdata.txt to determine how the superseded data were derived.
 DL0213
 DL0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS338944(NAD 83)
 DL0213_MARKER: DB = BENCH MARK DISK
 DL0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0213_SP_SET: 45.5 FT.
 DL0213_STAMPING: F 198 1960
 DL0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0213
 DL0213  HISTORY     - Date     Condition        Report By
 DL0213  HISTORY     - 1960     MONUMENTED       CGS
 DL0213  HISTORY     - 1964     GOOD             NGS
 DL0213
 DL0213                          STATION DESCRIPTION
 DL0213
 DL0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0213'6.1 MI N FROM NORPHLET.
 DL0213'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0213'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0213'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0213'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0213'ABOUT 0.1 MILE NORTH OF THE FERRIS FARMHOUSE, IN SECTION 27, T 15 S, R
 DL0213'15 W, 169 FEET NORTHEAST OF THE CENTER LINE OF A CURVE IN THE ROAD, 34
 DL0213'FEET NORTHWEST OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING TO
 DL0213'MILLERS BLUFF, 29 FEET WEST-NORTHWEST OF THE WEST CORNER OF A PIPE
 DL0213'CATTLE GUARD, 6 FEET SOUTH-SOUTHWEST OF A 12-INCH OAK TREE, 6 FEET
 DL0213'NORTHWEST OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ON
 DL0213'THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A
 DL0213'DEPTH OF 46 1/2 FEET, AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 DL0213'INCHES.
 DL0213
 DL0213                          STATION RECOVERY (1964)
 DL0213
 DL0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0794 ***********************************************************************
 DL0794  DESIGNATION -  F 199
 DL0794  PID         -  DL0794
 DL0794  STATE/COUNTY-  AR/LAFAYETTE
 DL0794  USGS QUAD   -  BRADLEY (1978)
 DL0794
 DL0794                         *CURRENT SURVEY CONTROL
 DL0794  ___________________________________________________________________
 DL0794* NAD 83(1986)-  33 02 55.     (N)    093 40 01.     (W)     SCALED    
 DL0794* NAVD 88     -        75.714  (meters)     248.41   (feet)  ADJUSTED  
 DL0794  ___________________________________________________________________
 DL0794  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL0794  DYNAMIC HT  -          75.631 (meters)     248.13  (feet)  COMP
 DL0794  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 DL0794
 DL0794  VERT ORDER  -  FIRST     CLASS II
 DL0794
 DL0794.The horizontal coordinates were scaled from a topographic map and have
 DL0794.an estimated accuracy of +/- 6 seconds.
 DL0794
 DL0794.The orthometric height was determined by differential leveling
 DL0794.and adjusted by the National Geodetic Survey in June 1991..
 DL0794
 DL0794.The geoid height was determined by GEOID03.
 DL0794
 DL0794.The dynamic height is computed by dividing the NAVD 88
 DL0794.geopotential number by the normal gravity value computed on the
 DL0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0794.degrees latitude (g = 980.6199 gals.).
 DL0794
 DL0794.The modeled gravity was interpolated from observed gravity values.
 DL0794
 DL0794;                    North         East    Units  Estimated Accuracy
 DL0794;SPC AR S     -   443,630.      244,300.      MT  (+/- 180 meters Scaled)
 DL0794
 DL0794                          SUPERSEDED SURVEY CONTROL
 DL0794
 DL0794  NGVD 29 (??/??/92)   75.774  (m)          248.60   (f) ADJ UNCH    1 2
 DL0794
 DL0794.Superseded values are not recommended for survey control.
 DL0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0794.See file dsdata.txt to determine how the superseded data were derived.
 DL0794
 DL0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS377568(NAD 83)
 DL0794_MARKER: DB = BENCH MARK DISK
 DL0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0794_STAMPING: F 199 1960
 DL0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0794+STABILITY: SURFACE MOTION
 DL0794
 DL0794  HISTORY     - Date     Condition        Report By
 DL0794  HISTORY     - 1960     MONUMENTED       CGS
 DL0794  HISTORY     - 1963     GOOD             NGS
 DL0794
 DL0794                          STATION DESCRIPTION
 DL0794
 DL0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0794'3.5 MI S FROM BRADLEY.
 DL0794'ABOUT 3.5 MILES SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0794'STATION AT BRADLEY, 67 FEET EAST AND ACROSS THE TRACKS FROM MILEPOST
 DL0794'412, 27 FEET EAST OF THE EAST RAIL, 52 FEET WEST OF THE CENTER LINE OF
 DL0794'THE HIGHWAY, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 DL0794'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DL0794
 DL0794                          STATION RECOVERY (1963)
 DL0794
 DL0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0119 ***********************************************************************
 FH0119  DESIGNATION -  F 20
 FH0119  PID         -  FH0119
 FH0119  STATE/COUNTY-  AR/SEBASTIAN
 FH0119  USGS QUAD   -  BARLING (1987)
 FH0119
 FH0119                         *CURRENT SURVEY CONTROL
 FH0119  ___________________________________________________________________
 FH0119* NAD 83(1986)-  35 16 51.     (N)    094 21 09.     (W)     SCALED    
 FH0119* NAVD 88     -       170.209  (meters)     558.43   (feet)  ADJUSTED  
 FH0119  ___________________________________________________________________
 FH0119  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FH0119  DYNAMIC HT  -         170.047 (meters)     557.90  (feet)  COMP
 FH0119  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 FH0119
 FH0119  VERT ORDER  -  FIRST     CLASS II
 FH0119
 FH0119.The horizontal coordinates were scaled from a topographic map and have
 FH0119.an estimated accuracy of +/- 6 seconds.
 FH0119
 FH0119.The orthometric height was determined by differential leveling
 FH0119.and adjusted by the National Geodetic Survey in June 1991..
 FH0119
 FH0119.The geoid height was determined by GEOID03.
 FH0119
 FH0119.The dynamic height is computed by dividing the NAVD 88
 FH0119.geopotential number by the normal gravity value computed on the
 FH0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0119.degrees latitude (g = 980.6199 gals.).
 FH0119
 FH0119.The modeled gravity was interpolated from observed gravity values.
 FH0119
 FH0119;                    North         East    Units  Estimated Accuracy
 FH0119;SPC AR N     -   107,670.      186,010.      MT  (+/- 180 meters Scaled)
 FH0119
 FH0119                          SUPERSEDED SURVEY CONTROL
 FH0119
 FH0119  NGVD 29 (??/??/92)  170.116  (m)          558.12   (f) ADJ UNCH    1 2
 FH0119
 FH0119.Superseded values are not recommended for survey control.
 FH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0119.See file dsdata.txt to determine how the superseded data were derived.
 FH0119
 FH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV770050(NAD 83)
 FH0119_MARKER: DB = BENCH MARK DISK
 FH0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0119+STABILITY: SURFACE MOTION
 FH0119
 FH0119  HISTORY     - Date     Condition        Report By
 FH0119  HISTORY     - UNK      MONUMENTED       CGS
 FH0119  HISTORY     - 1931     GOOD             NGS
 FH0119  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0119  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0119
 FH0119                          STATION DESCRIPTION
 FH0119
 FH0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FH0119'9 MI S FROM FORT SMITH.
 FH0119'9.0 MILES SOUTH OF FORT SMITH.  THE MARK IS LOCATED ON THE M.P.
 FH0119'RR. RIGHT-OF-WAY 9.0 MILES SOUTH OF FORT SMITH AND ON THE WEST
 FH0119'SIDE OF THE TRACKS.  THE MARK IS 20 FT. E.S.E. OF FENCE CORNER,
 FH0119'24 FT. SOUTH OF THE CENTER LINE OF DIRT ROAD, 39.0 FT. WEST
 FH0119'OF THE WEST RAIL AND ABOUT A FOOT BELOW THE LEVEL OF THE RAILS.
 FH0119
 FH0119                          STATION RECOVERY (1959)
 FH0119
 FH0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0119'MARK NOT FOUND.
 FH0119
 FH0119                          STATION RECOVERY (1985)
 FH0119
 FH0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0119'NOT RECOVERED, THE MISSOURI PACIFIC RAILROAD HAS BEEN ELIMINATED OR
 FH0119'REMOVED FROM THE SOUTH OF FORT SMITH INTO GREENWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0134 ***********************************************************************
 DL0134  DESIGNATION -  F 200
 DL0134  PID         -  DL0134
 DL0134  STATE/COUNTY-  AR/UNION
 DL0134  USGS QUAD   -  NEW UNION (1981)
 DL0134
 DL0134                         *CURRENT SURVEY CONTROL
 DL0134  ___________________________________________________________________
 DL0134* NAD 83(1986)-  33 07 34.     (N)    092 11 58.     (W)     SCALED    
 DL0134* NAVD 88     -        26.994  (meters)      88.56   (feet)  ADJUSTED  
 DL0134  ___________________________________________________________________
 DL0134  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL0134  DYNAMIC HT  -          26.965 (meters)      88.47  (feet)  COMP
 DL0134  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 DL0134
 DL0134  VERT ORDER  -  FIRST     CLASS II
 DL0134
 DL0134.The horizontal coordinates were scaled from a topographic map and have
 DL0134.an estimated accuracy of +/- 6 seconds.
 DL0134
 DL0134.The orthometric height was determined by differential leveling
 DL0134.and adjusted by the National Geodetic Survey in June 1991..
 DL0134
 DL0134.The geoid height was determined by GEOID03.
 DL0134
 DL0134.The dynamic height is computed by dividing the NAVD 88
 DL0134.geopotential number by the normal gravity value computed on the
 DL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0134.degrees latitude (g = 980.6199 gals.).
 DL0134
 DL0134.The modeled gravity was interpolated from observed gravity values.
 DL0134
 DL0134;                    North         East    Units  Estimated Accuracy
 DL0134;SPC AR S     -   450,980.      381,390.      MT  (+/- 180 meters Scaled)
 DL0134
 DL0134                          SUPERSEDED SURVEY CONTROL
 DL0134
 DL0134  NGVD 29 (??/??/92)   27.049  (m)           88.74   (f) ADJ UNCH    1 2
 DL0134
 DL0134.Superseded values are not recommended for survey control.
 DL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0134.See file dsdata.txt to determine how the superseded data were derived.
 DL0134
 DL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS746655(NAD 83)
 DL0134_MARKER: DB = BENCH MARK DISK
 DL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0134_STAMPING: F 200 1960
 DL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0134+STABILITY: SURFACE MOTION
 DL0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0134+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 DL0134
 DL0134  HISTORY     - Date     Condition        Report By
 DL0134  HISTORY     - 1960     MONUMENTED       CGS
 DL0134  HISTORY     - 1964     GOOD             NGS
 DL0134  HISTORY     - 20040307 GOOD             INDIV
 DL0134
 DL0134                          STATION DESCRIPTION
 DL0134
 DL0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0134'6.15 MI NW FROM FELSENTHAL.
 DL0134'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0134'FELSENTHAL, THENCE 4.15 MILES NORTH ALONG A GRAVELED ROAD, IN THE
 DL0134'SOUTHWEST 1/4 OF SECTION 24, T 18 S, R 11 W, 190 FEET WEST OF THE
 DL0134'CENTER LINE OF THE ROAD, 243 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DL0134'THE WOODEN BRIDGE OVER LAPILE BAYOU 23 FEET SOUTHWEST OF THE CENTER
 DL0134'LINE OF A DIM WOODS ROAD, 10 FEET NORTHWEST OF TWO 12-INCH OAK TREES,
 DL0134'1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 DL0134'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0134
 DL0134                          STATION RECOVERY (1964)
 DL0134
 DL0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0134'RECOVERED IN GOOD CONDITION.
 DL0134
 DL0134                          STATION RECOVERY (2004)
 DL0134
 DL0134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MMW)
 DL0134'WE HAD GOOD PDOP ON THE STATION, BUT THERE ARE PINES - PRIMARILY TO
 DL0134'THE NORTH AND EAST OF THE MONUMENT, SO I AM GOING TO LIST IT AS
 DL0134'UNSUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0251 ***********************************************************************
 DL0251  DESIGNATION -  F 201
 DL0251  PID         -  DL0251
 DL0251  STATE/COUNTY-  AR/UNION
 DL0251  USGS QUAD   -  CALION (1978)
 DL0251
 DL0251                         *CURRENT SURVEY CONTROL
 DL0251  ___________________________________________________________________
 DL0251* NAD 83(1986)-  33 15 27.     (N)    092 30 37.     (W)     SCALED    
 DL0251* NAVD 88     -        44.116  (meters)     144.74   (feet)  ADJUSTED  
 DL0251  ___________________________________________________________________
 DL0251  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0251  DYNAMIC HT  -          44.069 (meters)     144.58  (feet)  COMP
 DL0251  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DL0251
 DL0251  VERT ORDER  -  FIRST     CLASS II
 DL0251
 DL0251.The horizontal coordinates were scaled from a topographic map and have
 DL0251.an estimated accuracy of +/- 6 seconds.
 DL0251
 DL0251.The orthometric height was determined by differential leveling
 DL0251.and adjusted by the National Geodetic Survey in June 1991..
 DL0251
 DL0251.The geoid height was determined by GEOID03.
 DL0251
 DL0251.The dynamic height is computed by dividing the NAVD 88
 DL0251.geopotential number by the normal gravity value computed on the
 DL0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0251.degrees latitude (g = 980.6199 gals.).
 DL0251
 DL0251.The modeled gravity was interpolated from observed gravity values.
 DL0251
 DL0251;                    North         East    Units  Estimated Accuracy
 DL0251;SPC AR S     -   465,650.      352,450.      MT  (+/- 180 meters Scaled)
 DL0251
 DL0251                          SUPERSEDED SURVEY CONTROL
 DL0251
 DL0251  NGVD 29 (??/??/92)   44.158  (m)          144.88   (f) ADJ UNCH    1 2
 DL0251
 DL0251.Superseded values are not recommended for survey control.
 DL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0251.See file dsdata.txt to determine how the superseded data were derived.
 DL0251
 DL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS456799(NAD 83)
 DL0251_MARKER: DB = BENCH MARK DISK
 DL0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0251_STAMPING: F 201 1960
 DL0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0251+STABILITY: SURFACE MOTION
 DL0251
 DL0251  HISTORY     - Date     Condition        Report By
 DL0251  HISTORY     - 1960     MONUMENTED       CGS
 DL0251  HISTORY     - 1964     GOOD             NGS
 DL0251
 DL0251                          STATION DESCRIPTION
 DL0251
 DL0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0251'2.2 MI NE FROM OLD UNION.
 DL0251'ABOUT 2.2 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE OLD UNION
 DL0251'BAPTIST CHURCH AT OLD UNION IN SECTION 11, T 17 S, R 14 W, 0.1 MILE
 DL0251'NORTH OF A CONCRETE BRIDGE, 132 FEET WEST OF THE CENTER LINE OF THE
 DL0251'ROAD, 96 YARDS SOUTH OF THE CENTER OF THE JUNCTION OF A GRADED DIRT
 DL0251'ROAD LEADING WEST, IN A CLEARING, 54 FEET SOUTHEAST OF THE SOUTHEAST
 DL0251'CORNER OF THE CONCRETE FLOOR OF AN ABANDONED OIL WELL, 38 1/2 FEET
 DL0251'WEST OF A 28-INCH OAK TREE, 12 1/2 FEET EAST-SOUTHEAST OF A 32-INCH
 DL0251'BLACK GUM TREE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 DL0251'BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DL0251'PROJECTING 6 INCHES.  NOTE-- THE ROAD PAST THE MARK HAS BEEN
 DL0251'BLACK-TOPPED.
 DL0251
 DL0251                          STATION RECOVERY (1964)
 DL0251
 DL0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0550 ***********************************************************************
 DL0550  DESIGNATION -  F 202
 DL0550  PID         -  DL0550
 DL0550  STATE/COUNTY-  AR/COLUMBIA
 DL0550  USGS QUAD   -  WALDO (1968)
 DL0550
 DL0550                         *CURRENT SURVEY CONTROL
 DL0550  ___________________________________________________________________
 DL0550* NAD 83(1986)-  33 20 56.     (N)    093 16 33.     (W)     SCALED    
 DL0550* NAVD 88     -        89.563  (meters)     293.84   (feet)  ADJUSTED  
 DL0550  ___________________________________________________________________
 DL0550  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DL0550  DYNAMIC HT  -          89.467 (meters)     293.53  (feet)  COMP
 DL0550  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DL0550
 DL0550  VERT ORDER  -  FIRST     CLASS II
 DL0550
 DL0550.The horizontal coordinates were scaled from a topographic map and have
 DL0550.an estimated accuracy of +/- 6 seconds.
 DL0550
 DL0550.The orthometric height was determined by differential leveling
 DL0550.and adjusted by the National Geodetic Survey in June 1991..
 DL0550
 DL0550.The geoid height was determined by GEOID03.
 DL0550
 DL0550.The dynamic height is computed by dividing the NAVD 88
 DL0550.geopotential number by the normal gravity value computed on the
 DL0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0550.degrees latitude (g = 980.6199 gals.).
 DL0550
 DL0550.The modeled gravity was interpolated from observed gravity values.
 DL0550
 DL0550;                    North         East    Units  Estimated Accuracy
 DL0550;SPC AR S     -   476,410.      281,250.      MT  (+/- 180 meters Scaled)
 DL0550
 DL0550                          SUPERSEDED SURVEY CONTROL
 DL0550
 DL0550  NGVD 29 (??/??/92)   89.591  (m)          293.93   (f) ADJ UNCH    1 2
 DL0550
 DL0550.Superseded values are not recommended for survey control.
 DL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0550.See file dsdata.txt to determine how the superseded data were derived.
 DL0550
 DL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS743900(NAD 83)
 DL0550_MARKER: DB = BENCH MARK DISK
 DL0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0550_SP_SET: BRIDGE
 DL0550_STAMPING: F 202 1960
 DL0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0550
 DL0550  HISTORY     - Date     Condition        Report By
 DL0550  HISTORY     - 1960     MONUMENTED       CGS
 DL0550  HISTORY     - 1963     GOOD             NGS
 DL0550
 DL0550                          STATION DESCRIPTION
 DL0550
 DL0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0550'1.15 MI E FROM WALDO.
 DL0550'ABOUT 1.15 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0550'THE STATION AT WALDO, IN SECTION 16, T 16 S, R 21 W, 2 1/2 POLES WEST
 DL0550'OF MILEPOST 372, 69 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF
 DL0550'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE HIGHWAY
 DL0550'BRIDGE, 19 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 98, ABOUT 8
 DL0550'FEET BELOW THE LEVEL OF THE TRACK, AND 3 1/2 FEET BELOW THE LEVEL OF
 DL0550'THE HIGHWAY.
 DL0550
 DL0550                          STATION RECOVERY (1963)
 DL0550
 DL0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0762 ***********************************************************************
 DL0762  DESIGNATION -  F 203
 DL0762  PID         -  DL0762
 DL0762  STATE/COUNTY-  AR/LAFAYETTE
 DL0762  USGS QUAD   -  LEWISVILLE (1978)
 DL0762
 DL0762                         *CURRENT SURVEY CONTROL
 DL0762  ___________________________________________________________________
 DL0762* NAD 83(1986)-  33 20 44.     (N)    093 35 31.     (W)     SCALED    
 DL0762* NAVD 88     -        81.949  (meters)     268.86   (feet)  ADJUSTED  
 DL0762  ___________________________________________________________________
 DL0762  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DL0762  DYNAMIC HT  -          81.861 (meters)     268.57  (feet)  COMP
 DL0762  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DL0762
 DL0762  VERT ORDER  -  FIRST     CLASS II
 DL0762
 DL0762.The horizontal coordinates were scaled from a topographic map and have
 DL0762.an estimated accuracy of +/- 6 seconds.
 DL0762
 DL0762.The orthometric height was determined by differential leveling
 DL0762.and adjusted by the National Geodetic Survey in June 1991..
 DL0762
 DL0762.The geoid height was determined by GEOID03.
 DL0762
 DL0762.The dynamic height is computed by dividing the NAVD 88
 DL0762.geopotential number by the normal gravity value computed on the
 DL0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0762.degrees latitude (g = 980.6199 gals.).
 DL0762
 DL0762.The modeled gravity was interpolated from observed gravity values.
 DL0762
 DL0762;                    North         East    Units  Estimated Accuracy
 DL0762;SPC AR S     -   476,450.      251,820.      MT  (+/- 180 meters Scaled)
 DL0762
 DL0762                          SUPERSEDED SURVEY CONTROL
 DL0762
 DL0762  NGVD 29 (??/??/92)   81.991  (m)          269.00   (f) ADJ UNCH    1 2
 DL0762
 DL0762.Superseded values are not recommended for survey control.
 DL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0762.See file dsdata.txt to determine how the superseded data were derived.
 DL0762
 DL0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS449897(NAD 83)
 DL0762_MARKER: DB = BENCH MARK DISK
 DL0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0762_STAMPING: F 203 1960
 DL0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0762+STABILITY: SURFACE MOTION
 DL0762
 DL0762  HISTORY     - Date     Condition        Report By
 DL0762  HISTORY     - 1960     MONUMENTED       CGS
 DL0762  HISTORY     - 1963     GOOD             NGS
 DL0762
 DL0762                          STATION DESCRIPTION
 DL0762
 DL0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0762'1.3 MI SW FROM LEWISVILLE.
 DL0762'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0762'STATION AT LEWISVILLE, THENCE 0.6 MILE SOUTH ALONG THE ST. LOUIS
 DL0762'SOUTHWESTERN RAILWAY, IN SECTION 21, T 16 S, R 24 W, 103 FEET EAST OF
 DL0762'THE EAST RAIL, 109 FEET EAST-SOUTHEAST OF THE CENTERLINE OF A ROAD
 DL0762'CROSSING, 48 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 38
 DL0762'FEET EAST OF A POWER POLE, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 DL0762'ABOUT 4 FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 DL0762'PROJECTING 3 INCHES.
 DL0762
 DL0762                          STATION RECOVERY (1963)
 DL0762
 DL0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0260 ***********************************************************************
 DL0260  DESIGNATION -  F 204
 DL0260  PID         -  DL0260
 DL0260  STATE/COUNTY-  AR/OUACHITA
 DL0260  USGS QUAD   -  BUENA VISTA (1962)
 DL0260
 DL0260                         *CURRENT SURVEY CONTROL
 DL0260  ___________________________________________________________________
 DL0260* NAD 83(1986)-  33 28 57.     (N)    092 58 33.     (W)     SCALED    
 DL0260* NAVD 88     -        88.391  (meters)     290.00   (feet)  ADJUSTED  
 DL0260  ___________________________________________________________________
 DL0260  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DL0260  DYNAMIC HT  -          88.299 (meters)     289.69  (feet)  COMP
 DL0260  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 DL0260
 DL0260  VERT ORDER  -  FIRST     CLASS II
 DL0260
 DL0260.The horizontal coordinates were scaled from a topographic map and have
 DL0260.an estimated accuracy of +/- 6 seconds.
 DL0260
 DL0260.The orthometric height was determined by differential leveling
 DL0260.and adjusted by the National Geodetic Survey in June 1991..
 DL0260
 DL0260.The geoid height was determined by GEOID03.
 DL0260
 DL0260.The dynamic height is computed by dividing the NAVD 88
 DL0260.geopotential number by the normal gravity value computed on the
 DL0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0260.degrees latitude (g = 980.6199 gals.).
 DL0260
 DL0260.The modeled gravity was interpolated from observed gravity values.
 DL0260
 DL0260;                    North         East    Units  Estimated Accuracy
 DL0260;SPC AR S     -   490,920.      309,310.      MT  (+/- 180 meters Scaled)
 DL0260
 DL0260                          SUPERSEDED SURVEY CONTROL
 DL0260
 DL0260  NGVD 29 (??/??/92)   88.416  (m)          290.08   (f) ADJ UNCH    1 2
 DL0260
 DL0260.Superseded values are not recommended for survey control.
 DL0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0260.See file dsdata.txt to determine how the superseded data were derived.
 DL0260
 DL0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT022047(NAD 83)
 DL0260_MARKER: DB = BENCH MARK DISK
 DL0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0260_STAMPING: F 204 1960
 DL0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0260+STABILITY: SURFACE MOTION
 DL0260
 DL0260  HISTORY     - Date     Condition        Report By
 DL0260  HISTORY     - 1960     MONUMENTED       CGS
 DL0260  HISTORY     - 1964     GOOD             NGS
 DL0260
 DL0260                          STATION DESCRIPTION
 DL0260
 DL0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0260'7.8 MI NE FROM STEPHENS.
 DL0260'ABOUT 7.8 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0260'FROM THE STATION AT STEPHENS, IN THE SOUTHEAST CORNER OF SECTION 29, T
 DL0260'14 S, R 18 W, 5 POLES OR 0.15 MILE SOUTHWEST OF MILEPOST 350, 30 FEET
 DL0260'SOUTHEAST OF THE SOUTHEAST RAIL, 63 FEET SOUTHWEST OF THE CENTER LINE
 DL0260'OF A DIRT ROAD PARALLELING THE TRACK, 75 FEET SOUTH-SOUTHEAST OF THE
 DL0260'CENTER OF A ROAD CROSSING, 16 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 DL0260'OF A SIDE TRACK, 14 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A
 DL0260'ROW OF TELEPHONE POLES, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 DL0260'ABOUT 3 FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 DL0260'PROJECTING 7 INCHES.
 DL0260
 DL0260                          STATION RECOVERY (1964)
 DL0260
 DL0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0666 ***********************************************************************
 DL0666  DESIGNATION -  F 205
 DL0666  PID         -  DL0666
 DL0666  STATE/COUNTY-  AR/COLUMBIA
 DL0666  USGS QUAD   -  EMERSON (1971)
 DL0666
 DL0666                         *CURRENT SURVEY CONTROL
 DL0666  ___________________________________________________________________
 DL0666* NAD 83(1986)-  33 01 43.     (N)    093 09 48.     (W)     SCALED    
 DL0666* NAVD 88     -        85.517  (meters)     280.57   (feet)  ADJUSTED  
 DL0666  ___________________________________________________________________
 DL0666  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DL0666  DYNAMIC HT  -          85.423 (meters)     280.26  (feet)  COMP
 DL0666  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 DL0666
 DL0666  VERT ORDER  -  SECOND    CLASS 0
 DL0666
 DL0666.The horizontal coordinates were scaled from a topographic map and have
 DL0666.an estimated accuracy of +/- 6 seconds.
 DL0666
 DL0666.The orthometric height was determined by differential leveling
 DL0666.and adjusted by the National Geodetic Survey in June 1991..
 DL0666
 DL0666.The geoid height was determined by GEOID03.
 DL0666
 DL0666.The dynamic height is computed by dividing the NAVD 88
 DL0666.geopotential number by the normal gravity value computed on the
 DL0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0666.degrees latitude (g = 980.6199 gals.).
 DL0666
 DL0666.The modeled gravity was interpolated from observed gravity values.
 DL0666
 DL0666;                    North         East    Units  Estimated Accuracy
 DL0666;SPC AR S     -   440,760.      291,310.      MT  (+/- 180 meters Scaled)
 DL0666
 DL0666                          SUPERSEDED SURVEY CONTROL
 DL0666
 DL0666  NGVD 29 (??/??/92)   85.576  (m)          280.76   (f) ADJ UNCH    2 0
 DL0666
 DL0666.Superseded values are not recommended for survey control.
 DL0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0666.See file dsdata.txt to determine how the superseded data were derived.
 DL0666
 DL0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS847544(NAD 83)
 DL0666_MARKER: DB = BENCH MARK DISK
 DL0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0666_STAMPING: F 205 1960
 DL0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0666+STABILITY: SURFACE MOTION
 DL0666
 DL0666  HISTORY     - Date     Condition        Report By
 DL0666  HISTORY     - 1960     MONUMENTED       CGS
 DL0666  HISTORY     - 1963     GOOD             NGS
 DL0666
 DL0666                          STATION DESCRIPTION
 DL0666
 DL0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0666'5.15 MI S FROM EMERSON.
 DL0666'ABOUT 5.15 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0666'FROM THE STATION AT EMERSON, 0.75 MILE NORTH OF THE ARKANSAS-LOUISIANA
 DL0666'STATE LINE, IN SECTION 3, T 19 S, R 20 W, 62 FEET NORTHEAST OF
 DL0666'MILEPOST 24, 73 FEET NORTHEAST OF THE NORTHEAST RAIL, 9 RAILS
 DL0666'NORTHWEST OF A ROAD CROSSING, 8 1/2 RAILS NORTHWEST OF A PIPE LINE
 DL0666'CROSSING UNDER THE TRACK, 46 FEET NORTHEAST OF THE CENTER LINE OF A
 DL0666'DIRT ROAD, 27 FEET SOUTHEAST OF A 24-INCH OAK TREE, 1.7 FEET NORTHEAST
 DL0666'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 DL0666'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0666
 DL0666                          STATION RECOVERY (1963)
 DL0666
 DL0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1301 ***********************************************************************
 FF1301  DESIGNATION -  F 206
 FF1301  PID         -  FF1301
 FF1301  STATE/COUNTY-  AR/WHITE
 FF1301  USGS QUAD   -  LETONA (1962)
 FF1301
 FF1301                         *CURRENT SURVEY CONTROL
 FF1301  ___________________________________________________________________
 FF1301* NAD 83(1986)-  35 22 18.     (N)    091 48 18.     (W)     SCALED    
 FF1301* NAVD 88     -        78.754  (meters)     258.38   (feet)  ADJUSTED  
 FF1301  ___________________________________________________________________
 FF1301  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1301  DYNAMIC HT  -          78.683 (meters)     258.15  (feet)  COMP
 FF1301  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 FF1301
 FF1301  VERT ORDER  -  SECOND    CLASS 0
 FF1301
 FF1301.The horizontal coordinates were scaled from a topographic map and have
 FF1301.an estimated accuracy of +/- 6 seconds.
 FF1301
 FF1301.The orthometric height was determined by differential leveling
 FF1301.and adjusted by the National Geodetic Survey in June 1991..
 FF1301
 FF1301.The geoid height was determined by GEOID03.
 FF1301
 FF1301.The dynamic height is computed by dividing the NAVD 88
 FF1301.geopotential number by the normal gravity value computed on the
 FF1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1301.degrees latitude (g = 980.6199 gals.).
 FF1301
 FF1301.The modeled gravity was interpolated from observed gravity values.
 FF1301
 FF1301;                    North         East    Units  Estimated Accuracy
 FF1301;SPC AR N     -   115,210.      417,720.      MT  (+/- 180 meters Scaled)
 FF1301
 FF1301                          SUPERSEDED SURVEY CONTROL
 FF1301
 FF1301  NGVD 29 (??/??/??)   78.695  (m)          258.19   (f) ADJUSTED    2 0
 FF1301
 FF1301.Superseded values are not recommended for survey control.
 FF1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1301.See file dsdata.txt to determine how the superseded data were derived.
 FF1301
 FF1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV085149(NAD 83)
 FF1301_MARKER: DB = BENCH MARK DISK
 FF1301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1301_SP_SET: CULVERT
 FF1301_STAMPING: F 206 1962
 FF1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1301
 FF1301  HISTORY     - Date     Condition        Report By
 FF1301  HISTORY     - 1962     MONUMENTED       CGS
 FF1301  HISTORY     - 20030729 MARK NOT FOUND   USACE
 FF1301
 FF1301                          STATION DESCRIPTION
 FF1301
 FF1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1301'4.6 MI SE FROM PANGBURN.
 FF1301'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 FF1301'AT PANGBURN, THENCE 0.1 MILE NORTH ALONG A BLACK TOP ROAD, 140
 FF1301'FEET NORTHWEST OF THE CENTER OF A PAVED ROAD EAST, 14 FEET
 FF1301'WEST OF THE CENTER OF A DIRT ROAD NORTH, 0.5 FOOT NORTH OF
 FF1301'THE SOUTH END OF WEST HEADWALL, SET IN A DRILLHOLE IN TOP OF
 FF1301'A CONCRETE CULVERT.
 FF1301
 FF1301                          STATION RECOVERY (2003)
 FF1301
 FF1301'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0192 ***********************************************************************
 FG0192  DESIGNATION -  F 207
 FG0192  PID         -  FG0192
 FG0192  STATE/COUNTY-  AR/CLEBURNE
 FG0192  USGS QUAD   -  QUITMAN (1991)
 FG0192
 FG0192                         *CURRENT SURVEY CONTROL
 FG0192  ___________________________________________________________________
 FG0192* NAD 83(1986)-  35 24 53.     (N)    092 09 16.     (W)     SCALED    
 FG0192* NAVD 88     -       185.884  (meters)     609.85   (feet)  ADJUSTED  
 FG0192  ___________________________________________________________________
 FG0192  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FG0192  DYNAMIC HT  -         185.712 (meters)     609.29  (feet)  COMP
 FG0192  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 FG0192
 FG0192  VERT ORDER  -  SECOND    CLASS 0
 FG0192
 FG0192.The horizontal coordinates were scaled from a topographic map and have
 FG0192.an estimated accuracy of +/- 6 seconds.
 FG0192
 FG0192.The orthometric height was determined by differential leveling
 FG0192.and adjusted by the National Geodetic Survey in June 1991..
 FG0192
 FG0192.The geoid height was determined by GEOID03.
 FG0192
 FG0192.The dynamic height is computed by dividing the NAVD 88
 FG0192.geopotential number by the normal gravity value computed on the
 FG0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0192.degrees latitude (g = 980.6199 gals.).
 FG0192
 FG0192.The modeled gravity was interpolated from observed gravity values.
 FG0192
 FG0192;                    North         East    Units  Estimated Accuracy
 FG0192;SPC AR N     -   119,980.      385,970.      MT  (+/- 180 meters Scaled)
 FG0192
 FG0192                          SUPERSEDED SURVEY CONTROL
 FG0192
 FG0192  NGVD 29 (??/??/92)  185.842  (m)          609.72   (f) ADJ UNCH    2 0
 FG0192
 FG0192.Superseded values are not recommended for survey control.
 FG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0192.See file dsdata.txt to determine how the superseded data were derived.
 FG0192
 FG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV767193(NAD 83)
 FG0192_MARKER: DB = BENCH MARK DISK
 FG0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0192_SP_SET: BRIDGE
 FG0192_STAMPING: F 207 1962
 FG0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0192
 FG0192  HISTORY     - Date     Condition        Report By
 FG0192  HISTORY     - 1962     MONUMENTED       CGS
 FG0192
 FG0192                          STATION DESCRIPTION
 FG0192
 FG0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0192'4.2 MI NE FROM QUITMAN.
 FG0192'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FG0192'QUITMAN, 86 FEET EAST OF THE CENTER OF INTERSECTION OF A ASPHALT ROAD
 FG0192'LEADING SOUTH, 14.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.4
 FG0192'FEET EAST OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE BRIDGE,
 FG0192'SET IN A DRILL HOLE IN TOP OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0147 ***********************************************************************
 FG0147  DESIGNATION -  F 208
 FG0147  PID         -  FG0147
 FG0147  STATE/COUNTY-  AR/FAULKNER
 FG0147  USGS QUAD   -  ROSE BUD (1994)
 FG0147
 FG0147                         *CURRENT SURVEY CONTROL
 FG0147  ___________________________________________________________________
 FG0147* NAD 83(1986)-  35 15 52.     (N)    092 07 23.     (W)     SCALED    
 FG0147* NAVD 88     -       217.421  (meters)     713.32   (feet)  ADJUSTED  
 FG0147  ___________________________________________________________________
 FG0147  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG0147  DYNAMIC HT  -         217.218 (meters)     712.66  (feet)  COMP
 FG0147  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FG0147
 FG0147  VERT ORDER  -  SECOND    CLASS 0
 FG0147
 FG0147.The horizontal coordinates were scaled from a topographic map and have
 FG0147.an estimated accuracy of +/- 6 seconds.
 FG0147
 FG0147.The orthometric height was determined by differential leveling
 FG0147.and adjusted by the National Geodetic Survey in June 1991..
 FG0147
 FG0147.The geoid height was determined by GEOID03.
 FG0147
 FG0147.The dynamic height is computed by dividing the NAVD 88
 FG0147.geopotential number by the normal gravity value computed on the
 FG0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0147.degrees latitude (g = 980.6199 gals.).
 FG0147
 FG0147.The modeled gravity was interpolated from observed gravity values.
 FG0147
 FG0147;                    North         East    Units  Estimated Accuracy
 FG0147;SPC AR N     -   103,310.      388,800.      MT  (+/- 180 meters Scaled)
 FG0147
 FG0147                          SUPERSEDED SURVEY CONTROL
 FG0147
 FG0147  NGVD 29 (??/??/92)  217.389  (m)          713.22   (f) ADJ UNCH    2 0
 FG0147
 FG0147.Superseded values are not recommended for survey control.
 FG0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0147.See file dsdata.txt to determine how the superseded data were derived.
 FG0147
 FG0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV797027(NAD 83)
 FG0147_MARKER: DB = BENCH MARK DISK
 FG0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0147_SP_SET: CULVERT
 FG0147_STAMPING: F 208 1962
 FG0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0147
 FG0147  HISTORY     - Date     Condition        Report By
 FG0147  HISTORY     - 1962     MONUMENTED       CGS
 FG0147
 FG0147                          STATION DESCRIPTION
 FG0147
 FG0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0147'2.75 MI N FROM MOUNT VERNON.
 FG0147'2.75 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT MOUNT
 FG0147'VERNON, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 5 INCHES
 FG0147'BELOW THE LEVEL OF THE HIGHWAY, 0.4 FOOT SOUTH OF THE NORTH END OF THE
 FG0147'WEST HEADWALL OF A CONCRETE CULVERT, SET IN A DRILL HOLE IN THE WEST
 FG0147'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0234 ***********************************************************************
 FG0234  DESIGNATION -  F 209
 FG0234  PID         -  FG0234
 FG0234  STATE/COUNTY-  AR/VAN BUREN
 FG0234  USGS QUAD   -  BEE BRANCH (1991)
 FG0234
 FG0234                         *CURRENT SURVEY CONTROL
 FG0234  ___________________________________________________________________
 FG0234* NAD 83(1986)-  35 23 27.     (N)    092 23 21.     (W)     SCALED    
 FG0234* NAVD 88     -       200.043  (meters)     656.31   (feet)  ADJUSTED  
 FG0234  ___________________________________________________________________
 FG0234  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0234  DYNAMIC HT  -         199.858 (meters)     655.70  (feet)  COMP
 FG0234  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 FG0234
 FG0234  VERT ORDER  -  SECOND    CLASS 0
 FG0234
 FG0234.The horizontal coordinates were scaled from a topographic map and have
 FG0234.an estimated accuracy of +/- 6 seconds.
 FG0234
 FG0234.The orthometric height was determined by differential leveling
 FG0234.and adjusted by the National Geodetic Survey in June 1991..
 FG0234
 FG0234.The geoid height was determined by GEOID03.
 FG0234
 FG0234.The dynamic height is computed by dividing the NAVD 88
 FG0234.geopotential number by the normal gravity value computed on the
 FG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0234.degrees latitude (g = 980.6199 gals.).
 FG0234
 FG0234.The modeled gravity was interpolated from observed gravity values.
 FG0234
 FG0234;                    North         East    Units  Estimated Accuracy
 FG0234;SPC AR N     -   117,390.      364,650.      MT  (+/- 180 meters Scaled)
 FG0234
 FG0234                          SUPERSEDED SURVEY CONTROL
 FG0234
 FG0234  NGVD 29 (??/??/92)  200.020  (m)          656.23   (f) ADJ UNCH    2 0
 FG0234
 FG0234.Superseded values are not recommended for survey control.
 FG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0234.See file dsdata.txt to determine how the superseded data were derived.
 FG0234
 FG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV554165(NAD 83)
 FG0234_MARKER: DB = BENCH MARK DISK
 FG0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0234_SP_SET: BRIDGE
 FG0234_STAMPING: F 209 1962
 FG0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0234
 FG0234  HISTORY     - Date     Condition        Report By
 FG0234  HISTORY     - 1962     MONUMENTED       CGS
 FG0234  HISTORY     - 1967     GOOD             NGS
 FG0234
 FG0234                          STATION DESCRIPTION
 FG0234
 FG0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0234'2.3 MI N FROM DAMASCUS.
 FG0234'IT IS 2.3 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 FG0234'DAMASCUS, 0.15 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 FG0234'HIGHWAY 124, 74 FEET NORTH OF A POWERLINE POLE, 28 FEET SOUTHWEST OF
 FG0234'THE CENTER OF U.S. HIGHWAY 65, ABOUT 6 INCHES BELOW THE LEVEL OF THE
 FG0234'HIGHWAY AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST
 FG0234'HEADWALL OF A SMALL CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0013 ***********************************************************************
 EK0013  DESIGNATION -  F 21
 EK0013  PID         -  EK0013
 EK0013  STATE/COUNTY-  AR/POLK
 EK0013  USGS QUAD   -  ACORN (1975)
 EK0013
 EK0013                         *CURRENT SURVEY CONTROL
 EK0013  ___________________________________________________________________
 EK0013* NAD 83(1986)-  34 40 04.     (N)    094 09 03.     (W)     SCALED    
 EK0013* NAVD 88     -       382.135  (meters)    1253.72   (feet)  ADJUSTED  
 EK0013  ___________________________________________________________________
 EK0013  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 EK0013  DYNAMIC HT  -         381.723 (meters)    1252.37  (feet)  COMP
 EK0013  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 EK0013
 EK0013  VERT ORDER  -  FIRST     CLASS II
 EK0013
 EK0013.The horizontal coordinates were scaled from a topographic map and have
 EK0013.an estimated accuracy of +/- 6 seconds.
 EK0013
 EK0013.The orthometric height was determined by differential leveling
 EK0013.and adjusted by the National Geodetic Survey in June 1991..
 EK0013
 EK0013.The geoid height was determined by GEOID03.
 EK0013
 EK0013.The dynamic height is computed by dividing the NAVD 88
 EK0013.geopotential number by the normal gravity value computed on the
 EK0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0013.degrees latitude (g = 980.6199 gals.).
 EK0013
 EK0013.The modeled gravity was interpolated from observed gravity values.
 EK0013
 EK0013;                    North         East    Units  Estimated Accuracy
 EK0013;SPC AR S     -   624,030.      202,880.      MT  (+/- 180 meters Scaled)
 EK0013
 EK0013                          SUPERSEDED SURVEY CONTROL
 EK0013
 EK0013  NGVD 29 (??/??/92)  382.034  (m)         1253.39   (f) ADJ UNCH    1 2
 EK0013
 EK0013.Superseded values are not recommended for survey control.
 EK0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0013.See file dsdata.txt to determine how the superseded data were derived.
 EK0013
 EK0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU945368(NAD 83)
 EK0013_MARKER: DB = BENCH MARK DISK
 EK0013_SETTING: 66 = SET IN ROCK OUTCROP
 EK0013_SP_SET: BEDROCK OUTCROPPING
 EK0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0013+STABILITY: POSITION/ELEVATION WELL
 EK0013
 EK0013  HISTORY     - Date     Condition        Report By
 EK0013  HISTORY     - UNK      MONUMENTED       CGS
 EK0013  HISTORY     - 1932     GOOD             NGS
 EK0013  HISTORY     - 1965     MARK NOT FOUND   NGS
 EK0013  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0013
 EK0013                          STATION DESCRIPTION
 EK0013
 EK0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0013'9.8 MI N FROM MENA.
 EK0013'LOCATED ON HIGHWAY U.S. 71, 3.5 MILES SOUTH OF E 21, SET IN A
 EK0013'SMALL OUTCROPPING OF BEDROCK ABOUT 2.5 FEET ABOVE THE LEVEL OF
 EK0013'THE ROAD, ON A SHARP TURN WHERE THE ROAD TURNS WESTWARD.
 EK0013
 EK0013                          STATION RECOVERY (1965)
 EK0013
 EK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EK0013'MARK NOT FOUND.
 EK0013
 EK0013                          STATION RECOVERY (1985)
 EK0013
 EK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0013'SEARCHED FOR BUT NOT RECOVERED, PROBABLY DUE TO HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0241 ***********************************************************************
 FG0241  DESIGNATION -  F 210
 FG0241  PID         -  FG0241
 FG0241  STATE/COUNTY-  AR/VAN BUREN
 FG0241  USGS QUAD   -  MORGANTON (1989)
 FG0241
 FG0241                         *CURRENT SURVEY CONTROL
 FG0241  ___________________________________________________________________
 FG0241* NAD 83(1986)-  35 23 05.     (N)    092 19 46.     (W)     SCALED    
 FG0241* NAVD 88     -       230.138  (meters)     755.04   (feet)  ADJUSTED  
 FG0241  ___________________________________________________________________
 FG0241  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG0241  DYNAMIC HT  -         229.926 (meters)     754.35  (feet)  COMP
 FG0241  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FG0241
 FG0241  VERT ORDER  -  SECOND    CLASS 0
 FG0241
 FG0241.The horizontal coordinates were scaled from a topographic map and have
 FG0241.an estimated accuracy of +/- 6 seconds.
 FG0241
 FG0241.The orthometric height was determined by differential leveling
 FG0241.and adjusted by the National Geodetic Survey in June 1991..
 FG0241
 FG0241.The geoid height was determined by GEOID03.
 FG0241
 FG0241.The dynamic height is computed by dividing the NAVD 88
 FG0241.geopotential number by the normal gravity value computed on the
 FG0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0241.degrees latitude (g = 980.6199 gals.).
 FG0241
 FG0241.The modeled gravity was interpolated from observed gravity values.
 FG0241
 FG0241;                    North         East    Units  Estimated Accuracy
 FG0241;SPC AR N     -   116,690.      370,070.      MT  (+/- 180 meters Scaled)
 FG0241
 FG0241                          SUPERSEDED SURVEY CONTROL
 FG0241
 FG0241  NGVD 29 (??/??/92)  230.105  (m)          754.94   (f) ADJ UNCH    2 0
 FG0241
 FG0241.Superseded values are not recommended for survey control.
 FG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0241.See file dsdata.txt to determine how the superseded data were derived.
 FG0241
 FG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV609159(NAD 83)
 FG0241_MARKER: DB = BENCH MARK DISK
 FG0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0241_STAMPING: F 210 1962
 FG0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0241+STABILITY: SURFACE MOTION
 FG0241
 FG0241  HISTORY     - Date     Condition        Report By
 FG0241  HISTORY     - 1962     MONUMENTED       CGS
 FG0241  HISTORY     - 1967     GOOD             NGS
 FG0241
 FG0241                          STATION DESCRIPTION
 FG0241
 FG0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0241'6.6 MI W FROM QUITMAN.
 FG0241'IT IS 0.3 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE IN
 FG0241'QUITMAN, THENCE 6.3 MILES WEST ALONG STATE HIGHWAY 124, 39 FEET SOUTH
 FG0241'OF THE CENTER OF THE HIGHWAY, 4 FEET NORTH OF A FENCE, 2.4 FEET WEST
 FG0241'OF A RIGHT-OF-WAY MARKER, 1 FOOT EAST OF A METAL WITNESS POST AND SET
 FG0241'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1896 ***********************************************************************
 FE1896  DESIGNATION -  F 213
 FE1896  PID         -  FE1896
 FE1896  STATE/COUNTY-  AR/MISSISSIPPI
 FE1896  USGS QUAD   -  CHIC (1983)
 FE1896
 FE1896                         *CURRENT SURVEY CONTROL
 FE1896  ___________________________________________________________________
 FE1896* NAD 83(1986)-  35 59 03.     (N)    089 43 48.     (W)     SCALED    
 FE1896* NAVD 88     -        85.283  (meters)     279.80   (feet)  ADJUSTED  
 FE1896  ___________________________________________________________________
 FE1896  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE1896  DYNAMIC HT  -          85.212 (meters)     279.57  (feet)  COMP
 FE1896  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 FE1896
 FE1896  VERT ORDER  -  FIRST     CLASS I
 FE1896
 FE1896.The horizontal coordinates were scaled from a topographic map and have
 FE1896.an estimated accuracy of +/- 6 seconds.
 FE1896
 FE1896.The orthometric height was determined by differential leveling
 FE1896.and adjusted by the National Geodetic Survey in June 1991..
 FE1896
 FE1896.The geoid height was determined by GEOID03.
 FE1896
 FE1896.The dynamic height is computed by dividing the NAVD 88
 FE1896.geopotential number by the normal gravity value computed on the
 FE1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1896.degrees latitude (g = 980.6199 gals.).
 FE1896
 FE1896.The modeled gravity was interpolated from observed gravity values.
 FE1896
 FE1896;                    North         East    Units  Estimated Accuracy
 FE1896;SPC AR N     -   185,510.      604,690.      MT  (+/- 180 meters Scaled)
 FE1896
 FE1896                          SUPERSEDED SURVEY CONTROL
 FE1896
 FE1896  NGVD 29 (??/??/??)   85.209  (m)          279.56   (f) ADJUSTED    1 1
 FE1896
 FE1896.Superseded values are not recommended for survey control.
 FE1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1896.See file dsdata.txt to determine how the superseded data were derived.
 FE1896
 FE1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE538856(NAD 83)
 FE1896_MARKER: DB = BENCH MARK DISK
 FE1896_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1896_SP_SET: 4 FEET
 FE1896_STAMPING: F 213 1976
 FE1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1896+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FE1896
 FE1896  HISTORY     - Date     Condition        Report By
 FE1896  HISTORY     - 1976     MONUMENTED       NGS
 FE1896  HISTORY     - 20020729 GOOD             USACE
 FE1896
 FE1896                          STATION DESCRIPTION
 FE1896
 FE1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1896'0.8 MI NE FROM HUFFMAN.
 FE1896'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 FE1896'WAYS 137 AND 150 AT HUFFMAN, THENCE 0.75 MILE NORTHEAST ALONG THE
 FE1896'LEVEE, 21 FEET WEST OF THE CENTER OF LEVEE, AND 2.7 FEET EAST
 FE1896'OF MILEPOST 48/49. A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FE1896'SET TO A DEPTH OF 4 FEET, 2 FEET BELOW LEVEE, AND 1 FOOT EAST OF
 FE1896'A WITNESS POST.
 FE1896
 FE1896                          STATION RECOVERY (2002)
 FE1896
 FE1896'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1947 ***********************************************************************
 FE1947  DESIGNATION -  F 214
 FE1947  PID         -  FE1947
 FE1947  STATE/COUNTY-  AR/MISSISSIPPI
 FE1947  USGS QUAD   -  LUXORA (1972)
 FE1947
 FE1947                         *CURRENT SURVEY CONTROL
 FE1947  ___________________________________________________________________
 FE1947* NAD 83(1986)-  35 45 07.     (N)    089 55 40.     (W)     SCALED    
 FE1947* NAVD 88     -        82.108  (meters)     269.38   (feet)  ADJUSTED  
 FE1947  ___________________________________________________________________
 FE1947  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1947  DYNAMIC HT  -          82.038 (meters)     269.15  (feet)  COMP
 FE1947  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 FE1947
 FE1947  VERT ORDER  -  FIRST     CLASS I
 FE1947
 FE1947.The horizontal coordinates were scaled from a topographic map and have
 FE1947.an estimated accuracy of +/- 6 seconds.
 FE1947
 FE1947.The orthometric height was determined by differential leveling
 FE1947.and adjusted by the National Geodetic Survey in June 1991..
 FE1947
 FE1947.The geoid height was determined by GEOID03.
 FE1947
 FE1947.The dynamic height is computed by dividing the NAVD 88
 FE1947.geopotential number by the normal gravity value computed on the
 FE1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1947.degrees latitude (g = 980.6199 gals.).
 FE1947
 FE1947.The modeled gravity was interpolated from observed gravity values.
 FE1947
 FE1947;                    North         East    Units  Estimated Accuracy
 FE1947;SPC AR N     -   159,360.      587,400.      MT  (+/- 180 meters Scaled)
 FE1947
 FE1947                          SUPERSEDED SURVEY CONTROL
 FE1947
 FE1947  NGVD 29 (??/??/??)   82.055  (m)          269.21   (f) ADJUSTED    1 1
 FE1947
 FE1947.Superseded values are not recommended for survey control.
 FE1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1947.See file dsdata.txt to determine how the superseded data were derived.
 FE1947
 FE1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE352603(NAD 83)
 FE1947_MARKER: DB = BENCH MARK DISK
 FE1947_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1947_SP_SET: 4 FEET
 FE1947_STAMPING: F 214 1976
 FE1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1947+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 FE1947
 FE1947  HISTORY     - Date     Condition        Report By
 FE1947  HISTORY     - 1976     MONUMENTED       NGS
 FE1947  HISTORY     - 1987     GOOD             USPSQD
 FE1947  HISTORY     - 20020727 GOOD             USACE
 FE1947
 FE1947                          STATION DESCRIPTION
 FE1947
 FE1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1947'IN LUXORA.
 FE1947'AT LUXORAA, 92 FEET NORTHEAST OF THE JUNCTION OF MAIN STREET AND
 FE1947'THE LEVEE, 17 FEET NORTHWEST OF THE CENTER OF THE LEVEE AND 1 FOOT
 FE1947'NORTHEAST OF MILEPOST 74/75. A DISK ON THE TOP OF A COPPER COATED
 FE1947'STEEL ROD SET TO A DEPTH OF 4 FEET, 1 FOOT BELOW THE LEVEE, AND
 FE1947'1 FOOT SE OF A WITNESS POST.
 FE1947
 FE1947                          STATION RECOVERY (1987)
 FE1947
 FE1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1947'RECOVERED IN GOOD CONDITION.
 FE1947
 FE1947                          STATION RECOVERY (2002)
 FE1947
 FE1947'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1883 ***********************************************************************
 FE1883  DESIGNATION -  F 215
 FE1883  PID         -  FE1883
 FE1883  STATE/COUNTY-  AR/MISSISSIPPI
 FE1883  USGS QUAD   -  NODENA (1983)
 FE1883
 FE1883                         *CURRENT SURVEY CONTROL
 FE1883  ___________________________________________________________________
 FE1883* NAD 83(1986)-  35 32 58.     (N)    089 56 19.     (W)     SCALED    
 FE1883* NAVD 88     -        72.505  (meters)     237.88   (feet)  ADJUSTED  
 FE1883  ___________________________________________________________________
 FE1883  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1883  DYNAMIC HT  -          72.443 (meters)     237.67  (feet)  COMP
 FE1883  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 FE1883
 FE1883  VERT ORDER  -  FIRST     CLASS I
 FE1883
 FE1883.The horizontal coordinates were scaled from a topographic map and have
 FE1883.an estimated accuracy of +/- 6 seconds.
 FE1883
 FE1883.The orthometric height was determined by differential leveling
 FE1883.and adjusted by the National Geodetic Survey in June 1991..
 FE1883
 FE1883.The geoid height was determined by GEOID03.
 FE1883
 FE1883.The dynamic height is computed by dividing the NAVD 88
 FE1883.geopotential number by the normal gravity value computed on the
 FE1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1883.degrees latitude (g = 980.6199 gals.).
 FE1883
 FE1883.The modeled gravity was interpolated from observed gravity values.
 FE1883
 FE1883;                    North         East    Units  Estimated Accuracy
 FE1883;SPC AR N     -   136,870.      586,890.      MT  (+/- 180 meters Scaled)
 FE1883
 FE1883                          SUPERSEDED SURVEY CONTROL
 FE1883
 FE1883  NGVD 29 (??/??/??)   72.475  (m)          237.78   (f) ADJUSTED    1 1
 FE1883
 FE1883.Superseded values are not recommended for survey control.
 FE1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1883.See file dsdata.txt to determine how the superseded data were derived.
 FE1883
 FE1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE336379(NAD 83)
 FE1883_MARKER: DB = BENCH MARK DISK
 FE1883_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1883_SP_SET: 4 FEET
 FE1883_STAMPING: F 215 1976
 FE1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1883
 FE1883  HISTORY     - Date     Condition        Report By
 FE1883  HISTORY     - 1976     MONUMENTED       NGS
 FE1883  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1883
 FE1883                          STATION DESCRIPTION
 FE1883
 FE1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1883'6.6 MI NE FROM WILSON.
 FE1883'6.0 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1883'STREET AT WILSON, THENCE 0.6 MILE EAST ALONG A DIRT ROAD, 22 FEET
 FE1883'NORTH OF THE CENTER OF A GRAVEL ROAD, 150 FEET NORTH OF A WOOD
 FE1883'HOUSE WITH A TIN ROOF, 42.8 FEET NORTH OF POWER POLE WITH A GUYED
 FE1883'WIRE, AND 58 FEET NORTHWEST OF THE JUNCTION OF GRAVEL ROAD AND
 FE1883'AND A DRIVEWAY. A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FE1883'SET TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING 3 INCHES,
 FE1883'2 FEET BELOW THE LEVEE, AND 1 FOOT EAST OF A WITNESS POST.
 FE1883
 FE1883                          STATION RECOVERY (1987)
 FE1883
 FE1883'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0203 ***********************************************************************
 EH0203  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0203  DESIGNATION -  F 216
 EH0203  PID         -  EH0203
 EH0203  STATE/COUNTY-  AR/CRITTENDEN
 EH0203  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0203
 EH0203                         *CURRENT SURVEY CONTROL
 EH0203  ___________________________________________________________________
 EH0203* NAD 83(1997)-  34 52 39.90932(N)    090 19 35.05931(W)     ADJUSTED  
 EH0203* NAVD 88     -        68.88   (meters)     226.0    (feet)  GPS OBS   
 EH0203  ___________________________________________________________________
 EH0203  X           -     -29,841.229 (meters)                     COMP
 EH0203  Y           -  -5,238,143.087 (meters)                     COMP
 EH0203  Z           -   3,626,773.086 (meters)                     COMP
 EH0203  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 EH0203  ELLIP HEIGHT-          41.72  (meters)          (01/24/03) GPS OBS
 EH0203  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EH0203  DYNAMIC HT  -          68.81  (meters)     225.8   (feet)  COMP
 EH0203  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 EH0203
 EH0203  HORZ ORDER  -  FIRST
 EH0203  VERT ORDER  -  THIRD (See Below)
 EH0203  ELLP ORDER  -  SECOND    CLASS II
 EH0203
 EH0203.The horizontal coordinates were established by GPS observations
 EH0203.and adjusted by the National Geodetic Survey in January 2003..
 EH0203
 EH0203.The orthometric height was determined by GPS observations and a
 EH0203.high-resolution geoid model using precise GPS observation and
 EH0203.processing techniques. It supersedes the leveled height previously
 EH0203.determined for this station.
 EH0203.The vertical order pertains to the first NAVD 88 superseded value.
 EH0203
 EH0203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0203
 EH0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0203
 EH0203.The ellipsoidal height was determined by GPS observations
 EH0203.and is referenced to NAD 83.
 EH0203
 EH0203.The geoid height was determined by GEOID03.
 EH0203
 EH0203.The dynamic height is computed by dividing the NAVD 88
 EH0203.geopotential number by the normal gravity value computed on the
 EH0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0203.degrees latitude (g = 980.6199 gals.).
 EH0203
 EH0203.The modeled gravity was interpolated from observed gravity values.
 EH0203
 EH0203;                    North         East     Units Scale Factor Converg.
 EH0203;SPC AR N     -    61,699.671   553,000.639   MT  1.00001139   +0 58 25.9
 EH0203;SPC AR N     -   202,426.34  1,814,302.93   sFT  1.00001139   +0 58 25.9
 EH0203;UTM  15      - 3,862,748.024   744,363.159   MT  1.00033603   +1 31 46.5
 EH0203
 EH0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0203!SPC AR N     -   0.99999345  x   1.00001139  =   1.00000484
 EH0203!UTM  15      -   0.99999345  x   1.00033603  =   1.00032948
 EH0203
 EH0203                          SUPERSEDED SURVEY CONTROL
 EH0203
 EH0203  NAVD 88 (06/15/91)   68.877  (m)          225.97   (f) ADJUSTED    1 2
 EH0203  NGVD 29 (??/??/??)   68.895  (m)          226.03   (f) ADJUSTED    1 2
 EH0203
 EH0203.Superseded values are not recommended for survey control.
 EH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0203.See file dsdata.txt to determine how the superseded data were derived.
 EH0203
 EH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4436362748(NAD 83)
 EH0203_MARKER: DB = BENCH MARK DISK
 EH0203_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0203_SP_SET: 104 FEET
 EH0203_STAMPING: F 216 1976
 EH0203_MARK LOGO: NGS   
 EH0203_PROJECTION: PROJECTING 3 CENTIMETERS
 EH0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0203+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 EH0203_ROD/PIPE-DEPTH: 31.7 meters
 EH0203
 EH0203  HISTORY     - Date     Condition        Report By
 EH0203  HISTORY     - 1976     MONUMENTED       NGS
 EH0203  HISTORY     - 20000901 GOOD             USE
 EH0203  HISTORY     - 20011015 GOOD             3001
 EH0203
 EH0203                          STATION DESCRIPTION
 EH0203
 EH0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0203'24.1 MI SE FROM WHITEHALL.
 EH0203'24.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0203'AT WHITEHALL, 30 FEET SOUTHEAST AND ACROSS THE LEVEE FROM MILEPOST
 EH0203'181/182, 12 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE LEVEE, AND 3
 EH0203'FEET SOUTHEAST OF A BARBED WIRE FENCE CORNER.  A DISK ON TOP OF A
 EH0203'COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET ENCASED IN A PIPE
 EH0203'PROJECTING +1 INCHES.  ABOUT LEVEL WITH LEVEE 1 FOOT SOUTHEAST OF A
 EH0203'WITNESS POST.
 EH0203
 EH0203                          STATION RECOVERY (2000)
 EH0203
 EH0203'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0203'RECOVERED IN GOOD CONDITION.
 EH0203
 EH0203                          STATION RECOVERY (2001)
 EH0203
 EH0203'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH0203'THE STATION IS LOCATED NEAR HUGHES, AR, SOUTH OF HORSESHOE LAKE ON SR
 EH0203'131.  9.62 MILES
 EH0203'EAST-SOUTHEAST OF HUGHES, AR.  15.6 MILES SOUTH OF EDMONDSON, AR.
 EH0203'15.1 MILES EAST OF
 EH0203'BRICKEYS, AR.
 EH0203' 
 EH0203'TO REACH THE STATION FROM THE INTERSECTION OF US 70 AND SR 50 IN WEST
 EH0203'MEMPHIS, AR, GO
 EH0203'SOUTH ON SR 50 FOR 10.4 MILES TO THE INTERSECTION OF SR 50 AND SR 147.
 EH0203'PROCEED SOUTH ON
 EH0203'SR 147 FOR 5.1 MILES TO THE SPLIT OF SR 147 AND SR 131, PROCEED SOUTH
 EH0203'(LEFT) ON SR 131 FOR 7.0
 EH0203'MILES TO WHERE BLACKTOP GOES OFF LEVEE AND GATE IS ON LEVEE.  PROCEED
 EH0203'THROUGH GATE
 EH0203'APPROXIMATELY 250 FEET TO THE MARK ON THE LEFT, BEFORE FENCE CORNER.
 EH0203' 
 EH0203'THE STATION IS A STANDARD NGS BENCH MARK DISK, ON TOP OF A COPPER
 EH0203'COATED STEEL ROD,
 EH0203'DRIVEN TO A DEPTH OF 104 FEET, ENCASED IN A PIPE PROJECTING 1 INCH.
 EH0203'MARK IS STAMPED F 216
 EH0203'1976, AND IS FLUSH WITH GROUND.  MONUMENT IS 30 FEET SOUTHEAST AND
 EH0203'ACROSS LEVEE FROM
 EH0203'MILEPOST 181/182, 12 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 EH0203'LEVEE, AND 3 FEET
 EH0203'SOUTHEAST OF A BARBED WIRE FENCE CORNER.  1 FOOT NORTH OF CARSONITE
 EH0203'WITNESS POST.
 EH0203' 
 EH0203'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0977 ***********************************************************************
 FF0977  DESIGNATION -  F 217
 FF0977  PID         -  FF0977
 FF0977  STATE/COUNTY-  AR/CRITTENDEN
 FF0977  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0977
 FF0977                         *CURRENT SURVEY CONTROL
 FF0977  ___________________________________________________________________
 FF0977* NAD 83(1986)-  35 14 56.     (N)    090 08 56.     (W)     SCALED    
 FF0977* NAVD 88     -        74.691  (meters)     245.05   (feet)  ADJUSTED  
 FF0977  ___________________________________________________________________
 FF0977  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0977  DYNAMIC HT  -          74.624 (meters)     244.83  (feet)  COMP
 FF0977  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 FF0977
 FF0977  VERT ORDER  -  FIRST     CLASS I
 FF0977
 FF0977.The horizontal coordinates were scaled from a topographic map and have
 FF0977.an estimated accuracy of +/- 6 seconds.
 FF0977
 FF0977.The orthometric height was determined by differential leveling
 FF0977.and adjusted by the National Geodetic Survey in June 1991..
 FF0977
 FF0977.The geoid height was determined by GEOID03.
 FF0977
 FF0977.The dynamic height is computed by dividing the NAVD 88
 FF0977.geopotential number by the normal gravity value computed on the
 FF0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0977.degrees latitude (g = 980.6199 gals.).
 FF0977
 FF0977.The modeled gravity was interpolated from observed gravity values.
 FF0977
 FF0977;                    North         East    Units  Estimated Accuracy
 FF0977;SPC AR N     -   103,160.      568,450.      MT  (+/- 180 meters Scaled)
 FF0977
 FF0977                          SUPERSEDED SURVEY CONTROL
 FF0977
 FF0977  NGVD 29 (??/??/??)   74.675  (m)          245.00   (f) ADJUSTED    1 1
 FF0977
 FF0977.Superseded values are not recommended for survey control.
 FF0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0977.See file dsdata.txt to determine how the superseded data were derived.
 FF0977
 FF0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV594043(NAD 83)
 FF0977_MARKER: DB = BENCH MARK DISK
 FF0977_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0977+WITH SETTING: INTO GROUND
 FF0977_SP_SET: METAL ROD WITH BASE PLATE
 FF0977_STAMPING: F 217 1976
 FF0977_MARK LOGO: NGS   
 FF0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0977+STABILITY: SURFACE MOTION
 FF0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0977+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FF0977
 FF0977  HISTORY     - Date     Condition        Report By
 FF0977  HISTORY     - 1976     MONUMENTED       NGS
 FF0977  HISTORY     - 20000901 GOOD             USE
 FF0977
 FF0977                          STATION DESCRIPTION
 FF0977
 FF0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF0977'10.3 MI NORTH FROM WEST MEMPHIS.
 FF0977'10.3 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF0977'HIGHWAY 55 AT WEST MEMPHIS, 16 FEET SOUTH OF THE CENTER OF THE
 FF0977'LEVEE AND 2 FEET NORTHWEST OF MILEPOST 140/141.
 FF0977'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF0977'FEET.  2 FEET BELOW THE LEVEE.  1 FEET EAST OF A WITNESS POST.
 FF0977
 FF0977                          STATION RECOVERY (2000)
 FF0977
 FF0977'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1024 ***********************************************************************
 FF1024  DESIGNATION -  F 218
 FF1024  PID         -  FF1024
 FF1024  STATE/COUNTY-  AR/CRITTENDEN
 FF1024  USGS QUAD   -  EDMONDSON (1981)
 FF1024
 FF1024                         *CURRENT SURVEY CONTROL
 FF1024  ___________________________________________________________________
 FF1024* NAD 83(1986)-  35 03 40.     (N)    090 18 36.     (W)     SCALED    
 FF1024* NAVD 88     -        71.864  (meters)     235.77   (feet)  ADJUSTED  
 FF1024  ___________________________________________________________________
 FF1024  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF1024  DYNAMIC HT  -          71.799 (meters)     235.56  (feet)  COMP
 FF1024  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 FF1024
 FF1024  VERT ORDER  -  FIRST     CLASS II
 FF1024
 FF1024.The horizontal coordinates were scaled from a topographic map and have
 FF1024.an estimated accuracy of +/- 6 seconds.
 FF1024
 FF1024.The orthometric height was determined by differential leveling
 FF1024.and adjusted by the National Geodetic Survey in June 1991..
 FF1024
 FF1024.The geoid height was determined by GEOID03.
 FF1024
 FF1024.The dynamic height is computed by dividing the NAVD 88
 FF1024.geopotential number by the normal gravity value computed on the
 FF1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1024.degrees latitude (g = 980.6199 gals.).
 FF1024
 FF1024.The modeled gravity was interpolated from observed gravity values.
 FF1024
 FF1024;                    North         East    Units  Estimated Accuracy
 FF1024;SPC AR N     -    82,060.      554,150.      MT  (+/- 180 meters Scaled)
 FF1024
 FF1024                          SUPERSEDED SURVEY CONTROL
 FF1024
 FF1024  NGVD 29 (??/??/??)   71.864  (m)          235.77   (f) ADJUSTED    1 2
 FF1024
 FF1024.Superseded values are not recommended for survey control.
 FF1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1024.See file dsdata.txt to determine how the superseded data were derived.
 FF1024
 FF1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU453831(NAD 83)
 FF1024_MARKER: DB = BENCH MARK DISK
 FF1024_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1024+WITH SETTING: INTO GROUND
 FF1024_SP_SET: METAL ROD WITH BASE PLATE
 FF1024_STAMPING: F 218 1976
 FF1024_MARK LOGO: NGS   
 FF1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1024+STABILITY: SURFACE MOTION
 FF1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1024+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FF1024
 FF1024  HISTORY     - Date     Condition        Report By
 FF1024  HISTORY     - 1976     MONUMENTED       NGS
 FF1024  HISTORY     - 20000901 GOOD             USE
 FF1024
 FF1024                          STATION DESCRIPTION
 FF1024
 FF1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1024'15.1 MI SOUTH FROM WEST MEMPHIS.
 FF1024'15.1 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1024'HIGHWAY 55 AT WEST MEMPHIS, ALSO ABOUT 1 MILE SOUTHEAST OF MIDWAY
 FF1024'CORNER, 2 FEET EAST OF MILEPOST 166/167, AND 15 FEET NORTHWEST
 FF1024'OF THE CENTER LINE OF THE LEVEE.  A DISK ON THE TOP OF A COPPER-COATED
 FF1024'STEEL ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET
 FF1024'SOUTHWEST OF A WITNESS POST.
 FF1024
 FF1024                          STATION RECOVERY (2000)
 FF1024
 FF1024'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0213 ***********************************************************************
 EH0213  DESIGNATION -  F 219
 EH0213  PID         -  EH0213
 EH0213  STATE/COUNTY-  AR/CRITTENDEN
 EH0213  USGS QUAD   -  COUNCIL (1991)
 EH0213
 EH0213                         *CURRENT SURVEY CONTROL
 EH0213  ___________________________________________________________________
 EH0213* NAD 83(1986)-  34 51 04.     (N)    090 24 25.     (W)     SCALED    
 EH0213* NAVD 88     -        67.176  (meters)     220.39   (feet)  ADJUSTED  
 EH0213  ___________________________________________________________________
 EH0213  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH0213  DYNAMIC HT  -          67.114 (meters)     220.19  (feet)  COMP
 EH0213  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 EH0213
 EH0213  VERT ORDER  -  FIRST     CLASS II
 EH0213
 EH0213.The horizontal coordinates were scaled from a topographic map and have
 EH0213.an estimated accuracy of +/- 6 seconds.
 EH0213
 EH0213.The orthometric height was determined by differential leveling
 EH0213.and adjusted by the National Geodetic Survey in June 1991..
 EH0213
 EH0213.The geoid height was determined by GEOID03.
 EH0213
 EH0213.The dynamic height is computed by dividing the NAVD 88
 EH0213.geopotential number by the normal gravity value computed on the
 EH0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0213.degrees latitude (g = 980.6199 gals.).
 EH0213
 EH0213.The modeled gravity was interpolated from observed gravity values.
 EH0213
 EH0213;                    North         East    Units  Estimated Accuracy
 EH0213;SPC AR N     -    58,620.      545,690.      MT  (+/- 180 meters Scaled)
 EH0213
 EH0213                          SUPERSEDED SURVEY CONTROL
 EH0213
 EH0213  NGVD 29 (??/??/??)   67.197  (m)          220.46   (f) ADJUSTED    1 2
 EH0213
 EH0213.Superseded values are not recommended for survey control.
 EH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0213.See file dsdata.txt to determine how the superseded data were derived.
 EH0213
 EH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU370595(NAD 83)
 EH0213_MARKER: DB = BENCH MARK DISK
 EH0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0213_SP_SET: 4 FEET
 EH0213_STAMPING: F 219 1976
 EH0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0213+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EH0213
 EH0213  HISTORY     - Date     Condition        Report By
 EH0213  HISTORY     - 1976     MONUMENTED       NGS
 EH0213  HISTORY     - 20030317 GOOD             USACE
 EH0213
 EH0213                          STATION DESCRIPTION
 EH0213
 EH0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0213'19.1 MI NE FROM WHITEHALL.
 EH0213'19.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0213'AT WHITEHALL, ALSO ABOUT 5 MILES SOUTHWEST OF BRUINS, 1.8 FEET
 EH0213'SOUTHEAST OF MILEPOST 186/187, AND 19 FEET NORTHWEST OF THE CENTER
 EH0213'LINE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0213'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW
 EH0213'LEVEE 1 FOOT WEST OF A WITNESS POST.
 EH0213
 EH0213                          STATION RECOVERY (2003)
 EH0213
 EH0213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0001 ***********************************************************************
 DM0001  DESIGNATION -  F 22
 DM0001  PID         -  DM0001
 DM0001  STATE/COUNTY-  AR/SEVIER
 DM0001  USGS QUAD   -  HORATIO (1975)
 DM0001
 DM0001                         *CURRENT SURVEY CONTROL
 DM0001  ___________________________________________________________________
 DM0001* NAD 83(1986)-  33 58 37.     (N)    094 21 05.     (W)     SCALED    
 DM0001* NAVD 88     -       150.615  (meters)     494.14   (feet)  ADJUSTED  
 DM0001  ___________________________________________________________________
 DM0001  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DM0001  DYNAMIC HT  -         150.461 (meters)     493.64  (feet)  COMP
 DM0001  MODELED GRAV-     979,606.6   (mgal)                       NAVD 88
 DM0001
 DM0001  VERT ORDER  -  FIRST     CLASS II
 DM0001
 DM0001.The horizontal coordinates were scaled from a topographic map and have
 DM0001.an estimated accuracy of +/- 6 seconds.
 DM0001
 DM0001.The orthometric height was determined by differential leveling
 DM0001.and adjusted by the National Geodetic Survey in June 1991..
 DM0001
 DM0001.The geoid height was determined by GEOID03.
 DM0001
 DM0001.The dynamic height is computed by dividing the NAVD 88
 DM0001.geopotential number by the normal gravity value computed on the
 DM0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0001.degrees latitude (g = 980.6199 gals.).
 DM0001
 DM0001.The modeled gravity was interpolated from observed gravity values.
 DM0001
 DM0001;                    North         East    Units  Estimated Accuracy
 DM0001;SPC AR S     -   547,820.      182,750.      MT  (+/- 180 meters Scaled)
 DM0001
 DM0001                          SUPERSEDED SURVEY CONTROL
 DM0001
 DM0001  NGVD 29 (??/??/92)  150.590  (m)          494.06   (f) ADJ UNCH    1 2
 DM0001
 DM0001.Superseded values are not recommended for survey control.
 DM0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0001.See file dsdata.txt to determine how the superseded data were derived.
 DM0001
 DM0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT751604(NAD 83)
 DM0001_MARKER: DB = BENCH MARK DISK
 DM0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0001_SP_SET: CULVERT
 DM0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0001
 DM0001  HISTORY     - Date     Condition        Report By
 DM0001  HISTORY     - UNK      MONUMENTED       CGS
 DM0001  HISTORY     - 1932     GOOD             NGS
 DM0001  HISTORY     - 1962     GOOD             NGS
 DM0001  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0001
 DM0001                          STATION DESCRIPTION
 DM0001
 DM0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0001'2.9 MI N FROM HORATIO.
 DM0001'LOCATED AT THE SIDING CALLED POCO.  ABOUT 500 FEET SOUTH OF THE
 DM0001'SHIPPING HOUSE OF THE PATTERSON ORCHARD CO.  885 FEET NORTH OF
 DM0001'MILEPOST 438.  MARK IS IN THE WEST END OF A CONCRETE CULVERT.  NOTE--
 DM0001'THE RAILROAD AND SIDING HAVE BEEN REMOVED AND NOTHING REMAINS AT POCO
 DM0001'SIDING BUT THE OLD GRADE IS STILL VISABLE.  THE MARK IS THOUGHT TO BE
 DM0001'IN THE NE 1/4 SEC. 24, T 9 S, R 32 W.
 DM0001
 DM0001                          STATION RECOVERY (1962)
 DM0001
 DM0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0001'RECOVERED IN GOOD CONDITION.
 DM0001
 DM0001                          STATION RECOVERY (1985)
 DM0001
 DM0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0001'NOT SEARCHED FOR, RAILROAD TRACKS HAVE BEEN REMOVED, INACCESSIBLE THIS
 DM0001'DATE, PROBABLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0705 ***********************************************************************
 EH0705  DESIGNATION -  F 220
 EH0705  PID         -  EH0705
 EH0705  STATE/COUNTY-  AR/PHILLIPS
 EH0705  USGS QUAD   -  MOON LAKE (1964)
 EH0705
 EH0705                         *CURRENT SURVEY CONTROL
 EH0705  ___________________________________________________________________
 EH0705* NAD 83(1997)-  34 25 48.04731(N)    090 35 44.60112(W)     ADJUSTED  
 EH0705* NAVD 88     -        62.363  (meters)     204.60   (feet)  ADJUSTED  
 EH0705  ___________________________________________________________________
 EH0705  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH0705  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH0705  DYNAMIC HT  -          62.302 (meters)     204.40  (feet)  COMP
 EH0705  MODELED GRAV-     979,662.1   (mgal)                       NAVD 88
 EH0705
 EH0705  HORZ ORDER  -  SECOND
 EH0705  VERT ORDER  -  FIRST     CLASS II
 EH0705
 EH0705.The horizontal coordinates were established by classical geodetic methods
 EH0705.and adjusted by the National Geodetic Survey in September 1999..
 EH0705
 EH0705.The orthometric height was determined by differential leveling
 EH0705.and adjusted by the National Geodetic Survey in June 1991..
 EH0705
 EH0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0705
 EH0705.The geoid height was determined by GEOID03.
 EH0705
 EH0705.The dynamic height is computed by dividing the NAVD 88
 EH0705.geopotential number by the normal gravity value computed on the
 EH0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0705.degrees latitude (g = 980.6199 gals.).
 EH0705
 EH0705.The modeled gravity was interpolated from observed gravity values.
 EH0705
 EH0705;                    North         East     Units Scale Factor Converg.
 EH0705;SPC AR S     -   596,464.252   529,064.994   MT  0.99994223   +0 47 09.5
 EH0705;SPC AR S     - 1,956,899.80  1,735,774.07   sFT  0.99994223   +0 47 09.5
 EH0705;SPC MS W     -   546,675.812   675,883.236   MT  0.99995717   -0 08 54.1
 EH0705;SPC MS W     - 1,793,552.23  2,217,460.25   sFT  0.99995717   -0 08 54.1
 EH0705;UTM  15      - 3,812,458.399   720,928.337   MT  1.00020167   +1 21 35.7
 EH0705
 EH0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0705!SPC AR S     -   0.99999442  x   0.99994223  =   0.99993666
 EH0705!SPC MS W     -   0.99999442  x   0.99995717  =   0.99995159
 EH0705!UTM  15      -   0.99999442  x   1.00020167  =   1.00019609
 EH0705
 EH0705                          SUPERSEDED SURVEY CONTROL
 EH0705
 EH0705  NAD 83(1997)-  34 25 48.04719(N)    090 35 44.60029(W) AD(       ) 2
 EH0705  NAD 83(1986)-  34 25 48.05589(N)    090 35 44.59860(W) AD(       ) 2
 EH0705  NAD 27      -  34 25 47.68011(N)    090 35 44.22223(W) AD(       ) 2
 EH0705  NGVD 29 (??/??/??)   62.398  (m)          204.72   (f) ADJUSTED    1 2
 EH0705
 EH0705.Superseded values are not recommended for survey control.
 EH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0705.See file dsdata.txt to determine how the superseded data were derived.
 EH0705
 EH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2092812458(NAD 83)
 EH0705_MARKER: DB = BENCH MARK DISK
 EH0705_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0705+WITH SETTING: INTO GROUND
 EH0705_STAMPING: F 220 1976
 EH0705_MARK LOGO: NGS   
 EH0705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0705+STABILITY: SURFACE MOTION
 EH0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0705+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0705
 EH0705  HISTORY     - Date     Condition        Report By
 EH0705  HISTORY     - 1976     MONUMENTED       NGS
 EH0705  HISTORY     - 1980     GOOD             NGS
 EH0705  HISTORY     - 1985     GOOD             NGS
 EH0705  HISTORY     - 20030331 GOOD             USACE
 EH0705
 EH0705                          STATION DESCRIPTION
 EH0705
 EH0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0705'7.3 MI S FROM HELENA.
 EH0705'7.3 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0705'HELENA, 1 FOOT EAST OF MILEPOST 8/9, AND 19 FEET WEST OF THE CENTER
 EH0705'LINE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROAD TO A
 EH0705'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  2 FEET BELOW
 EH0705'LEVEE.  1 FOOT SOUTH OF A WITNESS POST.
 EH0705
 EH0705                          STATION RECOVERY (1980)
 EH0705
 EH0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH0705'THE STATION IS LOCATED ABOUT 10.7 KILOMETERS (6-3/4 MI) SOUTH OF
 EH0705'HELENA, AR, 8.0 KILOMETERS (5 MI) NORTH-NORTHWEST OF FRIARS POINT,
 EH0705'MS AND IS ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.
 EH0705'PERMISSION WAS OBTAINED FROM COTTON BELT LEVEE DISTRICT NO. 1,
 EH0705'CHIEF ENGINEER, MR. J.C. FRAZIER, P.O. BOX 236, HELENA, AR 72342
 EH0705'TELEPHONE 501-338-3776.
 EH0705'
 EH0705'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 EH0705'STATE HIGHWAYS 44 AND 20, AT THE SOUTH EDGE OF HELENA, GO SOUTH
 EH0705'ON STATE HIGHWAY 20 FOR 6.3 MILES (10.14 KM) TO THE JUNCTION OF
 EH0705'STATE HIGHWAY 20 SPUR. TURN LEFT AND GO SOUTHEASTERLY ON THE SPUR
 EH0705'HIGHWAY FOR 2.0 MILES (3.2 KM) TO THE TOP OF A LEVEE.  TURN LEFT
 EH0705'AND GO NORTHEASTERLY ATOP THE LEVEE FOR 4.35 MILES (7 KM) TO THE
 EH0705'STATION AND MILEPOST 8/9 ON THE LEFT.
 EH0705'
 EH0705'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0705'STAMPED---F 220 1976---,
 EH0705'CRIMPED ATOP A METAL ROD ENCASED IN A 4-INCH PVC PIPE WITH CAP
 EH0705'FLUSH WITH THE GROUND.  IT IS LOCATED
 EH0705'6.5  METERS NORTHWEST FROM THE CENTER OF A LEVEE ROAD AND
 EH0705'0.3 METERS SOUTHEAST FROM MILEPOST 8/9.
 EH0705'
 EH0705'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 EH0705
 EH0705                          STATION RECOVERY (1985)
 EH0705
 EH0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0705'RECOVERED IN GOOD CONDITION.
 EH0705
 EH0705                          STATION RECOVERY (2003)
 EH0705
 EH0705'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0737 ***********************************************************************
 EH0737  DESIGNATION -  F 221
 EH0737  PID         -  EH0737
 EH0737  STATE/COUNTY-  AR/PHILLIPS
 EH0737  USGS QUAD   -  LAMBROOK (1982)
 EH0737
 EH0737                         *CURRENT SURVEY CONTROL
 EH0737  ___________________________________________________________________
 EH0737* NAD 83(1986)-  34 15 16.     (N)    090 54 40.     (W)     SCALED    
 EH0737* NAVD 88     -        57.625  (meters)     189.06   (feet)  ADJUSTED  
 EH0737  ___________________________________________________________________
 EH0737  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH0737  DYNAMIC HT  -          57.568 (meters)     188.87  (feet)  COMP
 EH0737  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EH0737
 EH0737  VERT ORDER  -  FIRST     CLASS II
 EH0737
 EH0737.The horizontal coordinates were scaled from a topographic map and have
 EH0737.an estimated accuracy of +/- 6 seconds.
 EH0737
 EH0737.The orthometric height was determined by differential leveling
 EH0737.and adjusted by the National Geodetic Survey in June 1991..
 EH0737
 EH0737.The geoid height was determined by GEOID03.
 EH0737
 EH0737.The dynamic height is computed by dividing the NAVD 88
 EH0737.geopotential number by the normal gravity value computed on the
 EH0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0737.degrees latitude (g = 980.6199 gals.).
 EH0737
 EH0737.The modeled gravity was interpolated from observed gravity values.
 EH0737
 EH0737;                    North         East    Units  Estimated Accuracy
 EH0737;SPC AR S     -   576,640.      500,290.      MT  (+/- 180 meters Scaled)
 EH0737
 EH0737                          SUPERSEDED SURVEY CONTROL
 EH0737
 EH0737  NGVD 29 (??/??/??)   57.683  (m)          189.25   (f) ADJUSTED    1 2
 EH0737
 EH0737.Superseded values are not recommended for survey control.
 EH0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0737.See file dsdata.txt to determine how the superseded data were derived.
 EH0737
 EH0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT923923(NAD 83)
 EH0737_MARKER: DB = BENCH MARK DISK
 EH0737_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0737+WITH SETTING: INTO GROUND
 EH0737_STAMPING: F 221 1976
 EH0737_MARK LOGO: NGS   
 EH0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0737+STABILITY: SURFACE MOTION
 EH0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0737+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0737
 EH0737  HISTORY     - Date     Condition        Report By
 EH0737  HISTORY     - 1976     MONUMENTED       NGS
 EH0737  HISTORY     - 1985     GOOD             NGS
 EH0737  HISTORY     - 20030331 GOOD             USACE
 EH0737
 EH0737                          STATION DESCRIPTION
 EH0737
 EH0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0737'3.6 MI N FROM MELLWOOD.
 EH0737'3.6 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0737'MELLWOOD, 111 FEET SOUTHEAST OF THE CENTER OF A GATE AT THE TOE OF THE
 EH0737'LEVEE, 14 FEET NORTH OF THE CENTER LINE OF THE LEVEE 1 FOOT SOUTH OF
 EH0737'MILEPOST 36/37, AND 96 FEET SOUTH OF A FENCE AT THE TOE OF THE LEVEE.
 EH0737'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET
 EH0737'ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE.  1 FOOT
 EH0737'WEST OF A WITNESS POST.
 EH0737
 EH0737                          STATION RECOVERY (1985)
 EH0737
 EH0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0737'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) EAST OF
 EH0737'A WITNESS POST.
 EH0737
 EH0737                          STATION RECOVERY (2003)
 EH0737
 EH0737'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0980 ***********************************************************************
 EH0980  DESIGNATION -  F 222
 EH0980  PID         -  EH0980
 EH0980  STATE/COUNTY-  AR/LEE
 EH0980  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0980
 EH0980                         *CURRENT SURVEY CONTROL
 EH0980  ___________________________________________________________________
 EH0980* NAD 83(1986)-  34 43 07.     (N)    090 35 30.     (W)     SCALED    
 EH0980* NAVD 88     -        64.394  (meters)     211.27   (feet)  ADJUSTED  
 EH0980  ___________________________________________________________________
 EH0980  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0980  DYNAMIC HT  -          64.334 (meters)     211.07  (feet)  COMP
 EH0980  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 EH0980
 EH0980  VERT ORDER  -  FIRST     CLASS II
 EH0980
 EH0980.The horizontal coordinates were scaled from a topographic map and have
 EH0980.an estimated accuracy of +/- 6 seconds.
 EH0980
 EH0980.The orthometric height was determined by differential leveling
 EH0980.and adjusted by the National Geodetic Survey in June 1991..
 EH0980
 EH0980.The geoid height was determined by GEOID03.
 EH0980
 EH0980.The dynamic height is computed by dividing the NAVD 88
 EH0980.geopotential number by the normal gravity value computed on the
 EH0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0980.degrees latitude (g = 980.6199 gals.).
 EH0980
 EH0980.The modeled gravity was interpolated from observed gravity values.
 EH0980
 EH0980;                    North         East    Units  Estimated Accuracy
 EH0980;SPC AR S     -   628,480.      529,000.      MT  (+/- 180 meters Scaled)
 EH0980
 EH0980                          SUPERSEDED SURVEY CONTROL
 EH0980
 EH0980  NGVD 29 (??/??/??)   64.423  (m)          211.36   (f) ADJUSTED    1 2
 EH0980
 EH0980.Superseded values are not recommended for survey control.
 EH0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0980.See file dsdata.txt to determine how the superseded data were derived.
 EH0980
 EH0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU205444(NAD 83)
 EH0980_MARKER: DB = BENCH MARK DISK
 EH0980_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0980+WITH SETTING: INTO GROUND
 EH0980_STAMPING: F 222 1976
 EH0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0980+STABILITY: SURFACE MOTION
 EH0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0980+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0980
 EH0980  HISTORY     - Date     Condition        Report By
 EH0980  HISTORY     - 1976     MONUMENTED       NGS
 EH0980  HISTORY     - 20030318 GOOD             USACE
 EH0980
 EH0980                          STATION DESCRIPTION
 EH0980
 EH0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0980'4.9 MI S FROM WHITEHALL.
 EH0980'4.9 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0980'WHITEHALL, 83 FEET NORTHWEST OF THE JUNCTION OF A SPUR LINE LEVEE, 19
 EH0980'FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT SOUTHEAST
 EH0980'OF MILEPOST 210/211.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0980'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW
 EH0980'LEVEE 1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0980
 EH0980                          STATION RECOVERY (2003)
 EH0980
 EH0980'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0771 ***********************************************************************
 EH0771  DESIGNATION -  F 223
 EH0771  PID         -  EH0771
 EH0771  STATE/COUNTY-  AR/DESHA
 EH0771  USGS QUAD   -  LACONIA (1982)
 EH0771
 EH0771                         *CURRENT SURVEY CONTROL
 EH0771  ___________________________________________________________________
 EH0771* NAD 83(1986)-  34 03 32.     (N)    090 55 40.     (W)     SCALED    
 EH0771* NAVD 88     -        55.566  (meters)     182.30   (feet)  ADJUSTED  
 EH0771  ___________________________________________________________________
 EH0771  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH0771  DYNAMIC HT  -          55.511 (meters)     182.12  (feet)  COMP
 EH0771  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 EH0771
 EH0771  VERT ORDER  -  FIRST     CLASS II
 EH0771
 EH0771.The horizontal coordinates were scaled from a topographic map and have
 EH0771.an estimated accuracy of +/- 6 seconds.
 EH0771
 EH0771.The orthometric height was determined by differential leveling
 EH0771.and adjusted by the National Geodetic Survey in June 1991..
 EH0771
 EH0771.The geoid height was determined by GEOID03.
 EH0771
 EH0771.The dynamic height is computed by dividing the NAVD 88
 EH0771.geopotential number by the normal gravity value computed on the
 EH0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0771.degrees latitude (g = 980.6199 gals.).
 EH0771
 EH0771.The modeled gravity was interpolated from observed gravity values.
 EH0771
 EH0771;                    North         East    Units  Estimated Accuracy
 EH0771;SPC AR S     -   554,930.      498,980.      MT  (+/- 180 meters Scaled)
 EH0771
 EH0771                          SUPERSEDED SURVEY CONTROL
 EH0771
 EH0771  NGVD 29 (??/??/??)   55.613  (m)          182.46   (f) ADJUSTED    1 2
 EH0771
 EH0771.Superseded values are not recommended for survey control.
 EH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0771.See file dsdata.txt to determine how the superseded data were derived.
 EH0771
 EH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT912706(NAD 83)
 EH0771_MARKER: DB = BENCH MARK DISK
 EH0771_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0771+WITH SETTING: INTO GROUND
 EH0771_STAMPING: F 223 1976
 EH0771_MARK LOGO: NGS   
 EH0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0771+STABILITY: SURFACE MOTION
 EH0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0771+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH0771
 EH0771  HISTORY     - Date     Condition        Report By
 EH0771  HISTORY     - 1976     MONUMENTED       NGS
 EH0771  HISTORY     - 1985     GOOD             NGS
 EH0771  HISTORY     - 20030401 GOOD             USACE
 EH0771
 EH0771                          STATION DESCRIPTION
 EH0771
 EH0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0771'15.0 MI S FROM MELLWOOD.
 EH0771'15.00 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD
 EH0771'AT MELLWOOD, 200 FEET EAST OF A BARN, AND 20 FEET WEST OF THE CENTER
 EH0771'OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH
 EH0771'OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  2 FEET BELOW LEVEE
 EH0771'1 FOOT NORTH OF A WITNESS POST.
 EH0771
 EH0771                          STATION RECOVERY (1985)
 EH0771
 EH0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0771'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0771
 EH0771                          STATION RECOVERY (2003)
 EH0771
 EH0771'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1486 ***********************************************************************
 EH1486  HT_MOD      -  This is a Height Modernization Survey Station.
 EH1486  DESIGNATION -  F 224
 EH1486  PID         -  EH1486
 EH1486  STATE/COUNTY-  AR/MONROE
 EH1486  USGS QUAD   -  TURNER (1967)
 EH1486
 EH1486                         *CURRENT SURVEY CONTROL
 EH1486  ___________________________________________________________________
 EH1486* NAD 83(1997)-  34 27 07.40867(N)    091 01 53.40900(W)     ADJUSTED  
 EH1486* NAVD 88     -        50.68   (meters)     166.3    (feet)  GPS OBS   
 EH1486  ___________________________________________________________________
 EH1486  X           -     -94,782.600 (meters)                     COMP
 EH1486  Y           -  -5,264,220.131 (meters)                     COMP
 EH1486  Z           -   3,587,921.183 (meters)                     COMP
 EH1486  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EH1486  ELLIP HEIGHT-          23.72  (meters)          (04/05/04) GPS OBS
 EH1486  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1486  DYNAMIC HT  -          50.63  (meters)     166.1   (feet)  COMP
 EH1486  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EH1486
 EH1486  HORZ ORDER  -  B
 EH1486  VERT ORDER  -  THIRD (See Below)
 EH1486  ELLP ORDER  -  THIRD     CLASS II
 EH1486
 EH1486.The horizontal coordinates were established by GPS observations
 EH1486.and adjusted by the National Geodetic Survey in April 2004..
 EH1486
 EH1486.The orthometric height was determined by GPS observations and a
 EH1486.high-resolution geoid model using precise GPS observation and
 EH1486.processing techniques. It supersedes the leveled height previously
 EH1486.determined for this station.
 EH1486.WARNING-GPS observations at this control monument resulted in a GPS
 EH1486.derived orthometric height which differed from the leveled height by
 EH1486.more than one decimeter (0.1 meter).
 EH1486.The vertical order pertains to the first NAVD 88 superseded value.
 EH1486
 EH1486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1486
 EH1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1486
 EH1486.The ellipsoidal height was determined by GPS observations
 EH1486.and is referenced to NAD 83.
 EH1486
 EH1486.The geoid height was determined by GEOID03.
 EH1486
 EH1486.The dynamic height is computed by dividing the NAVD 88
 EH1486.geopotential number by the normal gravity value computed on the
 EH1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1486.degrees latitude (g = 980.6199 gals.).
 EH1486
 EH1486.The modeled gravity was interpolated from observed gravity values.
 EH1486
 EH1486;                    North         East     Units Scale Factor Converg.
 EH1486;SPC AR S     -   598,445.273   488,991.453   MT  0.99994496   +0 32 31.4
 EH1486;SPC AR S     - 1,963,399.20  1,604,299.46   sFT  0.99994496   +0 32 31.4
 EH1486;UTM  15      - 3,814,038.859   680,830.759   MT  1.00000307   +1 06 50.1
 EH1486
 EH1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1486!SPC AR S     -   0.99999628  x   0.99994496  =   0.99994124
 EH1486!UTM  15      -   0.99999628  x   1.00000307  =   0.99999935
 EH1486
 EH1486                          SUPERSEDED SURVEY CONTROL
 EH1486
 EH1486  NAVD 88 (08/03/93)   50.560  (m)          165.88   (f) ADJUSTED    1 2
 EH1486  NAVD 88 (06/15/91)   50.548  (m)          165.84   (f) UNKNOWN     1 2
 EH1486  NGVD 29 (??/??/??)   50.590  (m)          165.98   (f) ADJUSTED    1 2
 EH1486
 EH1486.Superseded values are not recommended for survey control.
 EH1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1486.See file dsdata.txt to determine how the superseded data were derived.
 EH1486
 EH1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8083114039(NAD 83)
 EH1486_MARKER: DB = BENCH MARK DISK
 EH1486_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1486+WITH SETTING: INTO GROUND
 EH1486_STAMPING: F 224 1976
 EH1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1486+STABILITY: SURFACE MOTION
 EH1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1486+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002
 EH1486
 EH1486  HISTORY     - Date     Condition        Report By
 EH1486  HISTORY     - 1976     MONUMENTED       NGS
 EH1486  HISTORY     - 20020330 GOOD             USACE
 EH1486
 EH1486                          STATION DESCRIPTION
 EH1486
 EH1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1486'9.8 MI SW FROM MARVELL.
 EH1486'9.8 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH1486'MISSOURI AND PACIFIC RAILROAD AT MARVELL, 59 FEET SOUTHEAST OF THE
 EH1486'CENTERLINE OF THE HIGHWAY, 59 FEET SOUTHWEST OF A DIRT ROAD LEADING
 EH1486'SOUTH, AND 5 FEET SOUTHWEST OF A POWER POLE.  A DISK ON TOP OF A
 EH1486'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1486'PROJECTING +0 INCHES. 5 FEET NORTHEAST OF A WITNESS POST.
 EH1486
 EH1486                          STATION RECOVERY (2002)
 EH1486
 EH1486'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1452 ***********************************************************************
 EH1452  DESIGNATION -  F 225
 EH1452  PID         -  EH1452
 EH1452  STATE/COUNTY-  AR/DESHA
 EH1452  USGS QUAD   -  HENRICO SW (1967)
 EH1452
 EH1452                         *CURRENT SURVEY CONTROL
 EH1452  ___________________________________________________________________
 EH1452* NAD 83(1986)-  34 00 24.     (N)    091 08 07.     (W)     SCALED    
 EH1452* NAVD 88     -        51.347  (meters)     168.46   (feet)  ADJUSTED  
 EH1452  ___________________________________________________________________
 EH1452  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH1452  DYNAMIC HT  -          51.296 (meters)     168.29  (feet)  COMP
 EH1452  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 EH1452
 EH1452  VERT ORDER  -  FIRST     CLASS II
 EH1452
 EH1452.The horizontal coordinates were scaled from a topographic map and have
 EH1452.an estimated accuracy of +/- 6 seconds.
 EH1452
 EH1452.The orthometric height was determined by differential leveling
 EH1452.and adjusted by the National Geodetic Survey in June 1991..
 EH1452
 EH1452.The geoid height was determined by GEOID03.
 EH1452
 EH1452.The dynamic height is computed by dividing the NAVD 88
 EH1452.geopotential number by the normal gravity value computed on the
 EH1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1452.degrees latitude (g = 980.6199 gals.).
 EH1452
 EH1452.The modeled gravity was interpolated from observed gravity values.
 EH1452
 EH1452;                    North         East    Units  Estimated Accuracy
 EH1452;SPC AR S     -   548,960.      479,870.      MT  (+/- 180 meters Scaled)
 EH1452
 EH1452                          SUPERSEDED SURVEY CONTROL
 EH1452
 EH1452  NGVD 29 (??/??/??)   51.403  (m)          168.64   (f) ADJUSTED    1 2
 EH1452
 EH1452.Superseded values are not recommended for survey control.
 EH1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1452.See file dsdata.txt to determine how the superseded data were derived.
 EH1452
 EH1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT722644(NAD 83)
 EH1452_MARKER: DB = BENCH MARK DISK
 EH1452_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1452+WITH SETTING: INTO GROUND
 EH1452_STAMPING: F 225 1976
 EH1452_MARK LOGO: NGS   
 EH1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1452+STABILITY: SURFACE MOTION
 EH1452
 EH1452  HISTORY     - Date     Condition        Report By
 EH1452  HISTORY     - 1976     MONUMENTED       NGS
 EH1452  HISTORY     - 1985     GOOD             NGS
 EH1452
 EH1452                          STATION DESCRIPTION
 EH1452
 EH1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1452'7.6 MI SW FROM SNOW LAKE.
 EH1452'7.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1452'CROSSING AT SNOW LAKE, 6.7 MILES NORTEAST OF YANCOPIN, 9.3 FEET NORTH
 EH1452'OF THE NORTH RAIL, 5.2 FEET WEST OF SEMAPHORE NO. 3765.  AND 2.7 FEET
 EH1452'EAST OF THE SOUTHEAST CORNER OF A SWITCH BOX.  A DISK ON TOP OF A
 EH1452'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1452'PROJECTING +3 INCHES.  1 FOOT BELOW RAIL 1 FOOT SOUTHEAST OF A WITNESS
 EH1452'POST.
 EH1452
 EH1452                          STATION RECOVERY (1985)
 EH1452
 EH1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1452'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.61 METERS (2.0 FT) SOUTH OF
 EH1452'A WITNESS POST.  THE SEMAPHORE AND SWITCH BOX ON THE NORTH SIDE OF THE
 EH1452'RAILROAD ARE GONE, BENCH MARK IS NOW NORTH AND ACROSS THE RAILROAD
 EH1452'FROM THE RAILROAD SEMAPHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1302 ***********************************************************************
 EH1302  DESIGNATION -  F 226
 EH1302  PID         -  EH1302
 EH1302  STATE/COUNTY-  AR/ARKANSAS
 EH1302  USGS QUAD   -  ARKANSAS POST (1972)
 EH1302
 EH1302                         *CURRENT SURVEY CONTROL
 EH1302  ___________________________________________________________________
 EH1302* NAD 83(1986)-  34 02 24.     (N)    091 22 24.     (W)     SCALED    
 EH1302* NAVD 88     -        53.929  (meters)     176.93   (feet)  ADJUSTED  
 EH1302  ___________________________________________________________________
 EH1302  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH1302  DYNAMIC HT  -          53.876 (meters)     176.76  (feet)  COMP
 EH1302  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH1302
 EH1302  VERT ORDER  -  FIRST     CLASS II
 EH1302
 EH1302.The horizontal coordinates were scaled from a topographic map and have
 EH1302.an estimated accuracy of +/- 6 seconds.
 EH1302
 EH1302.The orthometric height was determined by differential leveling
 EH1302.and adjusted by the National Geodetic Survey in June 1991..
 EH1302
 EH1302.The geoid height was determined by GEOID03.
 EH1302
 EH1302.The dynamic height is computed by dividing the NAVD 88
 EH1302.geopotential number by the normal gravity value computed on the
 EH1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1302.degrees latitude (g = 980.6199 gals.).
 EH1302
 EH1302.The modeled gravity was interpolated from observed gravity values.
 EH1302
 EH1302;                    North         East    Units  Estimated Accuracy
 EH1302;SPC AR S     -   552,500.      457,860.      MT  (+/- 180 meters Scaled)
 EH1302
 EH1302                          SUPERSEDED SURVEY CONTROL
 EH1302
 EH1302  NGVD 29 (??/??/??)   53.991  (m)          177.14   (f) ADJUSTED    1 2
 EH1302
 EH1302.Superseded values are not recommended for survey control.
 EH1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1302.See file dsdata.txt to determine how the superseded data were derived.
 EH1302
 EH1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501677(NAD 83)
 EH1302_MARKER: DB = BENCH MARK DISK
 EH1302_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1302+WITH SETTING: INTO GROUND
 EH1302_STAMPING: F 226 1976
 EH1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1302+STABILITY: SURFACE MOTION
 EH1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1302+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 EH1302
 EH1302  HISTORY     - Date     Condition        Report By
 EH1302  HISTORY     - 1976     MONUMENTED       NGS
 EH1302  HISTORY     - 20030417 GOOD             USACE
 EH1302  HISTORY     - 20050325 GOOD             ARHD
 EH1302
 EH1302                          STATION DESCRIPTION
 EH1302
 EH1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1302'5.5 MI S FROM GILLETT.
 EH1302'5.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE
 EH1302'AVENUE AT GILLETT, 0.3 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY
 EH1302'169, 62 FEET EAST OF THE CENTERLINE OF HIGHWAY, AND 6 FEET SOUTH OF A
 EH1302'POWERLINE POLE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH
 EH1302'OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  ABOUT LEVEL WITH
 EH1302'THE HIGHWAY 4 FEET NORTH OF A WITNESS POST.
 EH1302
 EH1302                          STATION RECOVERY (2003)
 EH1302
 EH1302'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1302'RECOVERED IN GOOD CONDITION.
 EH1302
 EH1302                          STATION RECOVERY (2005)
 EH1302
 EH1302'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 EH1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0433 ***********************************************************************
 DL0433  DESIGNATION -  F 23
 DL0433  PID         -  DL0433
 DL0433  STATE/COUNTY-  AR/CLARK
 DL0433  USGS QUAD   -  GURDON (1970)
 DL0433
 DL0433                         *CURRENT SURVEY CONTROL
 DL0433  ___________________________________________________________________
 DL0433* NAD 83(1986)-  33 56 34.     (N)    093 07 49.     (W)     SCALED    
 DL0433* NAVD 88     -        63.337  (meters)     207.80   (feet)  ADJUSTED  
 DL0433  ___________________________________________________________________
 DL0433  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL0433  DYNAMIC HT  -          63.273 (meters)     207.59  (feet)  COMP
 DL0433  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 DL0433
 DL0433  VERT ORDER  -  FIRST     CLASS II
 DL0433
 DL0433.The horizontal coordinates were scaled from a topographic map and have
 DL0433.an estimated accuracy of +/- 6 seconds.
 DL0433
 DL0433.The orthometric height was determined by differential leveling
 DL0433.and adjusted by the National Geodetic Survey in June 1991..
 DL0433.WARNING-Repeat measurements at this control monument indicate possible
 DL0433.vertical movement.
 DL0433
 DL0433.The geoid height was determined by GEOID03.
 DL0433
 DL0433.The dynamic height is computed by dividing the NAVD 88
 DL0433.geopotential number by the normal gravity value computed on the
 DL0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0433.degrees latitude (g = 980.6199 gals.).
 DL0433
 DL0433.The modeled gravity was interpolated from observed gravity values.
 DL0433
 DL0433;                    North         East    Units  Estimated Accuracy
 DL0433;SPC AR S     -   542,110.      295,520.      MT  (+/- 180 meters Scaled)
 DL0433
 DL0433                          SUPERSEDED SURVEY CONTROL
 DL0433
 DL0433  NGVD 29 (??/??/92)   63.344  (m)          207.82   (f) ADJ UNCH    1 2
 DL0433
 DL0433.Superseded values are not recommended for survey control.
 DL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0433.See file dsdata.txt to determine how the superseded data were derived.
 DL0433
 DL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT879558(NAD 83)
 DL0433_MARKER: DB = BENCH MARK DISK
 DL0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0433_STAMPING: F 23 1932
 DL0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0433+STABILITY: SURFACE MOTION
 DL0433
 DL0433  HISTORY     - Date     Condition        Report By
 DL0433  HISTORY     - 1932     MONUMENTED       CGS
 DL0433  HISTORY     - 1960     GOOD             NGS
 DL0433
 DL0433                          STATION DESCRIPTION
 DL0433
 DL0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0433'2.0 MI NE FROM GURDON.
 DL0433'ABOUT 2.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0433'STATION AT GURDON, 2 1/2 POLES SOUTHWEST OF MILEPOST 424.10, 28 1/2
 DL0433'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 40 FEET
 DL0433'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 129 FEET SOUTH OF THE
 DL0433'CENTER OF A ROAD CROSSING, 82 FEET NORTHWEST OF AND ACROSS A GRAVELED
 DL0433'ROAD FROM THE NORTH CORNER OF THE TOLAND GROCERY STORE, 34 FEET
 DL0433'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 DL0433'1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 DL0433'TRACKS, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2081 ***********************************************************************
 EJ2081  DESIGNATION -  F 24 RESET
 EJ2081  PID         -  EJ2081
 EJ2081  STATE/COUNTY-  AR/MONTGOMERY
 EJ2081  USGS QUAD   -  MOUNT IDA (1986)
 EJ2081
 EJ2081                         *CURRENT SURVEY CONTROL
 EJ2081  ___________________________________________________________________
 EJ2081* NAD 83(1986)-  34 34 47.     (N)    093 39 41.     (W)     SCALED    
 EJ2081* NAVD 88     -       217.73   (meters)     714.3    (feet)  RESET     
 EJ2081  ___________________________________________________________________
 EJ2081  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 EJ2081
 EJ2081  VERT ORDER  -  THIRD
 EJ2081
 EJ2081.The horizontal coordinates were scaled from a topographic map and have
 EJ2081.an estimated accuracy of +/- 6 seconds.
 EJ2081
 EJ2081.The orthometric height was computed from unverified reset data.
 EJ2081
 EJ2081.The geoid height was determined by GEOID03.
 EJ2081
 EJ2081;                    North         East    Units  Estimated Accuracy
 EJ2081;SPC AR S     -   613,420.      247,580.      MT  (+/- 180 meters Scaled)
 EJ2081
 EJ2081                          SUPERSEDED SURVEY CONTROL
 EJ2081
 EJ2081  NGVD 29 (08/21/02)  217.67   (m)          714.1    (f) RESET       3  
 EJ2081
 EJ2081.Superseded values are not recommended for survey control.
 EJ2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2081.See file dsdata.txt to determine how the superseded data were derived.
 EJ2081
 EJ2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU393266(NAD 83)
 EJ2081_MARKER: DV = VERTICAL CONTROL DISK
 EJ2081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ2081_SP_SET: HEADWALL
 EJ2081_STAMPING: F 24 RESET 1992
 EJ2081_MARK LOGO: NGS   
 EJ2081_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2081+STABILITY: SURFACE MOTION
 EJ2081
 EJ2081  HISTORY     - Date     Condition        Report By
 EJ2081  HISTORY     - 1992     MONUMENTED       ARHD
 EJ2081  HISTORY     - 20020425 GOOD             ARHD
 EJ2081
 EJ2081                          STATION DESCRIPTION
 EJ2081
 EJ2081'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1992
 EJ2081'1.87 MILES (3.01 KM) WEST OF THE JUNCTION OF HIGHWAY 27 AND HIGHWAY
 EJ2081'270 WEST OF MOUNT IDA OR 17.00 MILES (27.36 KM) EAST ALONG HIGHWAY
 EJ2081'270 FROM THE SCOTT COUNTY LINE, HORIZONTAL DISTANCE FROM CENTERLINE
 EJ2081'OF HIGHWAY IS 61.0 FEET, HORIZONTAL DISTANCE FROM CENTER OF 10 BY 5
 EJ2081'R.C. BOX CULVERT INLET IS ZERO FEET, SET IN A CONCRETE HEADWALL.
 EJ2081
 EJ2081                          STATION RECOVERY (2002)
 EJ2081
 EJ2081'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2002
 EJ2081'MARK IS NORTH SIDE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0781 ***********************************************************************
 FF0781  DESIGNATION -  F 242
 FF0781  PID         -  FF0781
 FF0781  STATE/COUNTY-  AR/POINSETT
 FF0781  USGS QUAD   -  GREENFIELD (1983)
 FF0781
 FF0781                         *CURRENT SURVEY CONTROL
 FF0781  ___________________________________________________________________
 FF0781* NAD 83(1986)-  35 41 34.     (N)    090 41 51.     (W)     SCALED    
 FF0781* NAVD 88     -        75.430  (meters)     247.47   (feet)  ADJUSTED  
 FF0781  ___________________________________________________________________
 FF0781  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0781  DYNAMIC HT  -          75.365 (meters)     247.26  (feet)  COMP
 FF0781  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 FF0781
 FF0781  VERT ORDER  -  FIRST     CLASS II
 FF0781
 FF0781.The horizontal coordinates were scaled from a topographic map and have
 FF0781.an estimated accuracy of +/- 6 seconds.
 FF0781
 FF0781.The orthometric height was determined by differential leveling
 FF0781.and adjusted by the National Geodetic Survey in June 1991..
 FF0781.WARNING-Repeat measurements at this control monument indicate possible
 FF0781.vertical movement.
 FF0781
 FF0781.The geoid height was determined by GEOID03.
 FF0781
 FF0781.The dynamic height is computed by dividing the NAVD 88
 FF0781.geopotential number by the normal gravity value computed on the
 FF0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0781.degrees latitude (g = 980.6199 gals.).
 FF0781
 FF0781.The modeled gravity was interpolated from observed gravity values.
 FF0781
 FF0781;                    North         East    Units  Estimated Accuracy
 FF0781;SPC AR N     -   151,600.      517,880.      MT  (+/- 180 meters Scaled)
 FF0781
 FF0781                          SUPERSEDED SURVEY CONTROL
 FF0781
 FF0781  NGVD 29 (??/??/??)   75.360  (m)          247.24   (f) ADJUSTED    1 2
 FF0781
 FF0781.Superseded values are not recommended for survey control.
 FF0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0781.See file dsdata.txt to determine how the superseded data were derived.
 FF0781
 FF0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV083523(NAD 83)
 FF0781_MARKER: DB = BENCH MARK DISK
 FF0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0781_STAMPING: F 242 1938
 FF0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0781+STABILITY: SURFACE MOTION
 FF0781
 FF0781  HISTORY     - Date     Condition        Report By
 FF0781  HISTORY     - 1938     MONUMENTED       CGS
 FF0781  HISTORY     - 1956     GOOD             CGS
 FF0781  HISTORY     - 20020821 MARK NOT FOUND   USACE
 FF0781
 FF0781                          STATION DESCRIPTION
 FF0781
 FF0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0781'9.5 MI S FROM NETTLETON.
 FF0781'9.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0781'STATION AT NETTLETON, ABOUT 9.15 MILES NORTH OF THE STATION
 FF0781'AT HARRISBURG, POINSETT COUNTY, 51 FEET EAST OF EAST RAIL,
 FF0781'14 1/2 FEET SOUTHEAST OF TELEPHONE POLE NO. 247/17, 100 FEET
 FF0781'NORTHEAST OF CENTER OF NORTH END OF TRESTLE NO. 247.6, 113
 FF0781'FEET NORTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO. 354
 FF0781'WHICH IS THE FIRST POLE NORTH OF TRESTLE ON WEST SIDE OF TRACK,
 FF0781'11 FEET WEST-SOUTHWEST OF AN 18-INCH OAK TREE, 2 FEET EAST OF
 FF0781'A FENCE LINE, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FF0781'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FF0781
 FF0781                          STATION RECOVERY (2002)
 FF0781
 FF0781'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0984 ***********************************************************************
 DK0984  DESIGNATION -  F 243
 DK0984  PID         -  DK0984
 DK0984  STATE/COUNTY-  AR/CHICOT
 DK0984  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0984
 DK0984                         *CURRENT SURVEY CONTROL
 DK0984  ___________________________________________________________________
 DK0984* NAD 83(1986)-  33 31 08.     (N)    091 26 00.     (W)     SCALED    
 DK0984* NAVD 88     -        42.455  (meters)     139.29   (feet)  ADJUSTED  
 DK0984  ___________________________________________________________________
 DK0984  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK0984  DYNAMIC HT  -          42.411 (meters)     139.14  (feet)  COMP
 DK0984  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 DK0984
 DK0984  VERT ORDER  -  FIRST     CLASS II
 DK0984
 DK0984.The horizontal coordinates were scaled from a topographic map and have
 DK0984.an estimated accuracy of +/- 6 seconds.
 DK0984
 DK0984.The orthometric height was determined by differential leveling
 DK0984.and adjusted by the National Geodetic Survey in June 1991..
 DK0984
 DK0984.The geoid height was determined by GEOID03.
 DK0984
 DK0984.The dynamic height is computed by dividing the NAVD 88
 DK0984.geopotential number by the normal gravity value computed on the
 DK0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0984.degrees latitude (g = 980.6199 gals.).
 DK0984
 DK0984.The modeled gravity was interpolated from observed gravity values.
 DK0984
 DK0984;                    North         East    Units  Estimated Accuracy
 DK0984;SPC AR S     -   494,670.      452,640.      MT  (+/- 180 meters Scaled)
 DK0984
 DK0984                          SUPERSEDED SURVEY CONTROL
 DK0984
 DK0984  NGVD 29 (??/??/??)   42.570  (m)          139.67   (f) ADJUSTED    1 2
 DK0984
 DK0984.Superseded values are not recommended for survey control.
 DK0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0984.See file dsdata.txt to determine how the superseded data were derived.
 DK0984
 DK0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT454099(NAD 83)
 DK0984_MARKER: DB = BENCH MARK DISK
 DK0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0984_STAMPING: F 243
 DK0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0984+STABILITY: SURFACE MOTION
 DK0984
 DK0984  HISTORY     - Date     Condition        Report By
 DK0984  HISTORY     - UNK      MONUMENTED       CGS
 DK0984  HISTORY     - 1939     GOOD             CGS
 DK0984  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0984  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0984
 DK0984                          STATION DESCRIPTION
 DK0984
 DK0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0984'IN DERMOTT.
 DK0984'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED ALONG THE
 DK0984'MO. PAC. R.R.  AT THE INTERSECTION OF THE R.R. AND THE LAKE VILLAGE
 DK0984'ROAD.  NEAR THE NE CORNER OF THE CITY GAS TANK, 65 FEET EAST OF THE
 DK0984'CITY WATER TOWER.  92 FEET SOUTH OF THE SE CORNER OF THE COCA COLA
 DK0984'PLANT.  ABOUT 120 FEET WEST OF MILE POST 416-9.  48 FEET SOUTH OF THE
 DK0984'LAKE VILLAGE - DERMOTT.  64 FEET WEST OF THE WEST RAIL OF THE MAIN
 DK0984'LINE.
 DK0984
 DK0984                          STATION RECOVERY (1977)
 DK0984
 DK0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0984'MARK NOT FOUND.
 DK0984
 DK0984                          STATION RECOVERY (1977)
 DK0984
 DK0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0876 ***********************************************************************
 EJ0876  DESIGNATION -  F 244
 EJ0876  PID         -  EJ0876
 EJ0876  STATE/COUNTY-  AR/SALINE
 EJ0876  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0876
 EJ0876                         *CURRENT SURVEY CONTROL
 EJ0876  ___________________________________________________________________
 EJ0876* NAD 83(1986)-  34 40 39.     (N)    092 41 21.     (W)     SCALED    
 EJ0876* NAVD 88     -       165.334  (meters)     542.43   (feet)  ADJUSTED  
 EJ0876  ___________________________________________________________________
 EJ0876  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EJ0876  DYNAMIC HT  -         165.176 (meters)     541.91  (feet)  COMP
 EJ0876  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 EJ0876
 EJ0876  VERT ORDER  -  SECOND    CLASS 0
 EJ0876
 EJ0876.The horizontal coordinates were scaled from a topographic map and have
 EJ0876.an estimated accuracy of +/- 6 seconds.
 EJ0876
 EJ0876.The orthometric height was determined by differential leveling
 EJ0876.and adjusted by the National Geodetic Survey in June 1991..
 EJ0876
 EJ0876.The geoid height was determined by GEOID03.
 EJ0876
 EJ0876.The dynamic height is computed by dividing the NAVD 88
 EJ0876.geopotential number by the normal gravity value computed on the
 EJ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0876.degrees latitude (g = 980.6199 gals.).
 EJ0876
 EJ0876.The modeled gravity was interpolated from observed gravity values.
 EJ0876
 EJ0876;                    North         East    Units  Estimated Accuracy
 EJ0876;SPC AR S     -   623,250.      336,840.      MT  (+/- 180 meters Scaled)
 EJ0876
 EJ0876                          SUPERSEDED SURVEY CONTROL
 EJ0876
 EJ0876  NGVD 29 (??/??/92)  165.360  (m)          542.52   (f) ADJ UNCH    2 0
 EJ0876
 EJ0876.Superseded values are not recommended for survey control.
 EJ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0876.See file dsdata.txt to determine how the superseded data were derived.
 EJ0876
 EJ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU284373(NAD 83)
 EJ0876_MARKER: DB = BENCH MARK DISK
 EJ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0876_STAMPING: F 244 1939
 EJ0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0876+STABILITY: SURFACE MOTION
 EJ0876
 EJ0876  HISTORY     - Date     Condition        Report By
 EJ0876  HISTORY     - 1939     MONUMENTED       CGS
 EJ0876  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0876
 EJ0876                          STATION DESCRIPTION
 EJ0876
 EJ0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0876'0.8 MI SE FROM BLAND.
 EJ0876'0.8 MILE SOUTHEAST ALONG THE GRAVEL ROAD LEADING TO THE JUNCTION OF
 EJ0876'U.S. HIGHWAY 70 FROM THE INTERSECTION OF THE FERNDALE ROAD AT BLAND,
 EJ0876'SALINE COUNTY, 0.6 MILE SOUTHWEST OF A WOODEN BRIDGE OVER BOOT CREEK,
 EJ0876'0.25 MILE EAST OF AN UNPAINTED FARMHOUSE, 140 FEET WEST OF A DIM WOODS
 EJ0876'ROAD LEADING SOUTH, 22.4 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 EJ0876'ROAD, AND 5 FEET NORTH OF AN 18-INCH PINE TREE WITH A BLAZE ON THE
 EJ0876'NORTH SIDE 5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 244
 EJ0876'1939 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0876
 EJ0876                          STATION RECOVERY (1974)
 EJ0876
 EJ0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0542 ***********************************************************************
 FG0542  DESIGNATION -  F 245
 FG0542  PID         -  FG0542
 FG0542  STATE/COUNTY-  AR/VAN BUREN
 FG0542  USGS QUAD   -  BOTKINBURG (1965)
 FG0542
 FG0542                         *CURRENT SURVEY CONTROL
 FG0542  ___________________________________________________________________
 FG0542* NAD 83(1986)-  35 38 18.     (N)    092 35 05.     (W)     SCALED    
 FG0542* NAVD 88     -       433.691  (meters)    1422.87   (feet)  ADJUSTED  
 FG0542  ___________________________________________________________________
 FG0542  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0542  DYNAMIC HT  -         433.280 (meters)    1421.52  (feet)  COMP
 FG0542  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FG0542
 FG0542  VERT ORDER  -  SECOND    CLASS 0
 FG0542
 FG0542.The horizontal coordinates were scaled from a topographic map and have
 FG0542.an estimated accuracy of +/- 6 seconds.
 FG0542
 FG0542.The orthometric height was determined by differential leveling
 FG0542.and adjusted by the National Geodetic Survey in June 1991..
 FG0542
 FG0542.The geoid height was determined by GEOID03.
 FG0542
 FG0542.The dynamic height is computed by dividing the NAVD 88
 FG0542.geopotential number by the normal gravity value computed on the
 FG0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0542.degrees latitude (g = 980.6199 gals.).
 FG0542
 FG0542.The modeled gravity was interpolated from observed gravity values.
 FG0542
 FG0542;                    North         East    Units  Estimated Accuracy
 FG0542;SPC AR N     -   144,940.      347,040.      MT  (+/- 180 meters Scaled)
 FG0542
 FG0542                          SUPERSEDED SURVEY CONTROL
 FG0542
 FG0542  NGVD 29 (??/??/92)  433.599  (m)         1422.57   (f) ADJ UNCH    2 0
 FG0542
 FG0542.Superseded values are not recommended for survey control.
 FG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0542.See file dsdata.txt to determine how the superseded data were derived.
 FG0542
 FG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV375439(NAD 83)
 FG0542_MARKER: DB = BENCH MARK DISK
 FG0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0542_SP_SET: CULVERT
 FG0542_STAMPING: F 245 1939
 FG0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0542
 FG0542  HISTORY     - Date     Condition        Report By
 FG0542  HISTORY     - 1939     MONUMENTED       CGS
 FG0542
 FG0542                          STATION DESCRIPTION
 FG0542
 FG0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0542'4.6 MI SE FROM COPELAND.
 FG0542'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF THE
 FG0542'DENNARD ROAD AT COPELAND, VAN BUREN COUNTY, 0.2 MILE WEST OF A LARGE
 FG0542'BARN NORTH OF THE HIGHWAY, 0.2 MILE WEST OF A RIGHT-ANGLE TURN, 0.2
 FG0542'MILE EAST OF ANOTHER RIGHT-ANGLE TURN, 24 FEET EAST OF THE CENTERLINE
 FG0542'OF A ROAD LEADING NORTH, 12 FEET NORTH OF THE CENTERLINE OF THE
 FG0542'HIGHWAY, IN THE NORTH HEAD WALL OF A CONCRETE CULVERT, 2 FEET WEST OF
 FG0542'THE EAST END, AND 6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 FG0542'STAMPED F 245 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1153 ***********************************************************************
 FF1153  DESIGNATION -  F 246
 FF1153  PID         -  FF1153
 FF1153  STATE/COUNTY-  AR/JACKSON
 FF1153  USGS QUAD   -  AMAGON (1965)
 FF1153
 FF1153                         *CURRENT SURVEY CONTROL
 FF1153  ___________________________________________________________________
 FF1153* NAD 83(1986)-  35 36 19.     (N)    091 03 22.     (W)     SCALED    
 FF1153* NAVD 88     -        71.444  (meters)     234.40   (feet)  ADJUSTED  
 FF1153  ___________________________________________________________________
 FF1153  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1153  DYNAMIC HT  -          71.383 (meters)     234.20  (feet)  COMP
 FF1153  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FF1153
 FF1153  VERT ORDER  -  SECOND    CLASS 0
 FF1153
 FF1153.The horizontal coordinates were scaled from a topographic map and have
 FF1153.an estimated accuracy of +/- 6 seconds.
 FF1153
 FF1153.The orthometric height was determined by differential leveling
 FF1153.and adjusted by the National Geodetic Survey in June 1991..
 FF1153
 FF1153.The geoid height was determined by GEOID03.
 FF1153
 FF1153.The dynamic height is computed by dividing the NAVD 88
 FF1153.geopotential number by the normal gravity value computed on the
 FF1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1153.degrees latitude (g = 980.6199 gals.).
 FF1153
 FF1153.The modeled gravity was interpolated from observed gravity values.
 FF1153
 FF1153;                    North         East    Units  Estimated Accuracy
 FF1153;SPC AR N     -   141,520.      485,520.      MT  (+/- 180 meters Scaled)
 FF1153
 FF1153                          SUPERSEDED SURVEY CONTROL
 FF1153
 FF1153  NGVD 29 (??/??/??)   71.375  (m)          234.17   (f) ADJUSTED    2 0
 FF1153
 FF1153.Superseded values are not recommended for survey control.
 FF1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1153.See file dsdata.txt to determine how the superseded data were derived.
 FF1153
 FF1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV760419(NAD 83)
 FF1153_MARKER: DB = BENCH MARK DISK
 FF1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1153_STAMPING: F 246 1938
 FF1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1153+STABILITY: SURFACE MOTION
 FF1153
 FF1153  HISTORY     - Date     Condition        Report By
 FF1153  HISTORY     - 1938     MONUMENTED       CGS
 FF1153  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1153
 FF1153                          STATION DESCRIPTION
 FF1153
 FF1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1153'3.2 MI E FROM AMAGON.
 FF1153'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 14 FROM THE POST
 FF1153'OFFICE AT AMAGON, JACKSON COUNTY, THENCE ABOUT 3.1 MILES NORTH
 FF1153'ALONG STATE HIGHWAY 37, ABOUT 0.1 MILE NORTH OF A T-ROAD
 FF1153'LEADING EAST, 28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FF1153'AND 2 FEET FROM A WIRE FENCE.  A STANDARD DISK, STAMPED F 246 1938
 FF1153'AND SET IN THE TOP OF A CONCRETE POST.
 FF1153
 FF1153                          STATION RECOVERY (1964)
 FF1153
 FF1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0039 ***********************************************************************
 DL0039  DESIGNATION -  F 247
 DL0039  PID         -  DL0039
 DL0039  STATE/COUNTY-  AR/CALHOUN
 DL0039  USGS QUAD   -  BANKS (1985)
 DL0039
 DL0039                         *CURRENT SURVEY CONTROL
 DL0039  ___________________________________________________________________
 DL0039* NAD 83(1986)-  33 35 16.     (N)    092 21 02.     (W)     SCALED    
 DL0039* NAVD 88     -        52.504  (meters)     172.26   (feet)  ADJUSTED  
 DL0039  ___________________________________________________________________
 DL0039  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DL0039  DYNAMIC HT  -          52.449 (meters)     172.08  (feet)  COMP
 DL0039  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 DL0039
 DL0039  VERT ORDER  -  SECOND    CLASS 0
 DL0039
 DL0039.The horizontal coordinates were scaled from a topographic map and have
 DL0039.an estimated accuracy of +/- 6 seconds.
 DL0039
 DL0039.The orthometric height was determined by differential leveling
 DL0039.and adjusted by the National Geodetic Survey in June 1991..
 DL0039
 DL0039.The geoid height was determined by GEOID03.
 DL0039
 DL0039.The dynamic height is computed by dividing the NAVD 88
 DL0039.geopotential number by the normal gravity value computed on the
 DL0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0039.degrees latitude (g = 980.6199 gals.).
 DL0039
 DL0039.The modeled gravity was interpolated from observed gravity values.
 DL0039
 DL0039;                    North         East    Units  Estimated Accuracy
 DL0039;SPC AR S     -   502,220.      367,460.      MT  (+/- 180 meters Scaled)
 DL0039
 DL0039                          SUPERSEDED SURVEY CONTROL
 DL0039
 DL0039  NGVD 29 (??/??/92)   52.563  (m)          172.45   (f) ADJ UNCH    2 0
 DL0039
 DL0039.Superseded values are not recommended for survey control.
 DL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0039.See file dsdata.txt to determine how the superseded data were derived.
 DL0039
 DL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT602166(NAD 83)
 DL0039_MARKER: DB = BENCH MARK DISK
 DL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0039_STAMPING: F-247 1938
 DL0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0039+STABILITY: SURFACE MOTION
 DL0039
 DL0039  HISTORY     - Date     Condition        Report By
 DL0039  HISTORY     - 1938     MONUMENTED       CGS
 DL0039  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0039
 DL0039                          STATION DESCRIPTION
 DL0039
 DL0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DL0039'1.2 MI S FROM TINSMAN.
 DL0039'1.2 MILES SOUTH OF C.R.I. AND P. RAILROAD STATION ALONG CHICAGO ROCK
 DL0039'ISLAND AND PACIFIC RAILROAD.  79 FEET NORTHEAST OF TELEPHONE POLE
 DL0039'67/10.  80 FEET WEST OF WEST RAIL.  27 FEET NORTH OF LOG ROAD CROSSING
 DL0039'TRACK.
 DL0039
 DL0039                          STATION RECOVERY (1964)
 DL0039
 DL0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0688 ***********************************************************************
 FG0688  DESIGNATION -  F 248
 FG0688  PID         -  FG0688
 FG0688  STATE/COUNTY-  AR/VAN BUREN
 FG0688  USGS QUAD   -  ALREAD (1965)
 FG0688
 FG0688                         *CURRENT SURVEY CONTROL
 FG0688  ___________________________________________________________________
 FG0688* NAD 83(1986)-  35 37 59.     (N)    092 42 54.     (W)     SCALED    
 FG0688* NAVD 88     -       495.784  (meters)    1626.58   (feet)  ADJUSTED  
 FG0688  ___________________________________________________________________
 FG0688  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0688  DYNAMIC HT  -         495.306 (meters)    1625.02  (feet)  COMP
 FG0688  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 FG0688
 FG0688  VERT ORDER  -  SECOND    CLASS 0
 FG0688
 FG0688.The horizontal coordinates were scaled from a topographic map and have
 FG0688.an estimated accuracy of +/- 6 seconds.
 FG0688
 FG0688.The orthometric height was determined by differential leveling
 FG0688.and adjusted by the National Geodetic Survey in June 1991..
 FG0688
 FG0688.The geoid height was determined by GEOID03.
 FG0688
 FG0688.The dynamic height is computed by dividing the NAVD 88
 FG0688.geopotential number by the normal gravity value computed on the
 FG0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0688.degrees latitude (g = 980.6199 gals.).
 FG0688
 FG0688.The modeled gravity was interpolated from observed gravity values.
 FG0688
 FG0688;                    North         East    Units  Estimated Accuracy
 FG0688;SPC AR N     -   144,430.      335,240.      MT  (+/- 180 meters Scaled)
 FG0688
 FG0688                          SUPERSEDED SURVEY CONTROL
 FG0688
 FG0688  NGVD 29 (??/??/92)  495.707  (m)         1626.33   (f) ADJ UNCH    2 0
 FG0688
 FG0688.Superseded values are not recommended for survey control.
 FG0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0688.See file dsdata.txt to determine how the superseded data were derived.
 FG0688
 FG0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV258432(NAD 83)
 FG0688_MARKER: DB = BENCH MARK DISK
 FG0688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0688_SP_SET: CULVERT
 FG0688_STAMPING: F 248 1939
 FG0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0688
 FG0688  HISTORY     - Date     Condition        Report By
 FG0688  HISTORY     - 1939     MONUMENTED       CGS
 FG0688
 FG0688                          STATION DESCRIPTION
 FG0688
 FG0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0688'1 MI W FROM RUPERT.
 FG0688'1 MILE WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT RUPERT, VAN
 FG0688'BUREN COUNTY, AT THE SECOND CONCRETE CULVERT EAST OF PLEASANT GROVE
 FG0688'CORNER, 9 INCHES WEST OF THE EAST END OF THE NORTH HEADWALL, 14 FEET
 FG0688'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 6 INCHES HIGHER THAN THE
 FG0688'HIGHWAY.  A STANDARD DISK, STAMPED F 248 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1168 ***********************************************************************
 FG1168  DESIGNATION -  F 25
 FG1168  PID         -  FG1168
 FG1168  STATE/COUNTY-  AR/YELL
 FG1168  USGS QUAD   -  OLA (1972)
 FG1168
 FG1168                         *CURRENT SURVEY CONTROL
 FG1168  ___________________________________________________________________
 FG1168* NAD 83(1986)-  35 06 40.     (N)    093 10 30.     (W)     SCALED    
 FG1168* NAVD 88     -       105.616  (meters)     346.51   (feet)  ADJUSTED  
 FG1168  ___________________________________________________________________
 FG1168  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1168  DYNAMIC HT  -         105.514 (meters)     346.17  (feet)  COMP
 FG1168  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FG1168
 FG1168  VERT ORDER  -  SECOND    CLASS 0
 FG1168
 FG1168.The horizontal coordinates were scaled from a topographic map and have
 FG1168.an estimated accuracy of +/- 6 seconds.
 FG1168
 FG1168.The orthometric height was determined by differential leveling
 FG1168.and adjusted by the National Geodetic Survey in June 1991..
 FG1168
 FG1168.The geoid height was determined by GEOID03.
 FG1168
 FG1168.The dynamic height is computed by dividing the NAVD 88
 FG1168.geopotential number by the normal gravity value computed on the
 FG1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1168.degrees latitude (g = 980.6199 gals.).
 FG1168
 FG1168.The modeled gravity was interpolated from observed gravity values.
 FG1168
 FG1168;                    North         East    Units  Estimated Accuracy
 FG1168;SPC AR N     -    86,930.      292,890.      MT  (+/- 180 meters Scaled)
 FG1168
 FG1168                          SUPERSEDED SURVEY CONTROL
 FG1168
 FG1168  NGVD 29 (??/??/92)  105.596  (m)          346.44   (f) ADJ UNCH    2 0
 FG1168
 FG1168.Superseded values are not recommended for survey control.
 FG1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1168.See file dsdata.txt to determine how the superseded data were derived.
 FG1168
 FG1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU840853(NAD 83)
 FG1168_MARKER: DB = BENCH MARK DISK
 FG1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1168_STAMPING: 346.443 F 25 1932
 FG1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1168+STABILITY: SURFACE MOTION
 FG1168
 FG1168  HISTORY     - Date     Condition        Report By
 FG1168  HISTORY     - 1932     MONUMENTED       CGS
 FG1168  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG1168
 FG1168                          STATION DESCRIPTION
 FG1168
 FG1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG1168'IN CENTERVILLE.
 FG1168'68 FT. SOUTH OF THE SOUTH FACE OF THE STATION.  20 FT. EAST OF THE
 FG1168'EAST RAIL OF THE MAIN TRACK.  MARK IS STAMPED 346.443 F 25 1932.
 FG1168
 FG1168                          STATION RECOVERY (1972)
 FG1168
 FG1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0525 ***********************************************************************
 EJ0525  DESIGNATION -  F 250
 EJ0525  PID         -  EJ0525
 EJ0525  STATE/COUNTY-  AR/JEFFERSON
 EJ0525  USGS QUAD   -  REDFIELD (1984)
 EJ0525
 EJ0525                         *CURRENT SURVEY CONTROL
 EJ0525  ___________________________________________________________________
 EJ0525* NAD 83(1986)-  34 23 42.     (N)    092 09 06.     (W)     SCALED    
 EJ0525* NAVD 88     -       105.964  (meters)     347.65   (feet)  ADJUSTED  
 EJ0525  ___________________________________________________________________
 EJ0525  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0525  DYNAMIC HT  -         105.863 (meters)     347.32  (feet)  COMP
 EJ0525  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 EJ0525
 EJ0525  VERT ORDER  -  FIRST     CLASS II
 EJ0525
 EJ0525.The horizontal coordinates were scaled from a topographic map and have
 EJ0525.an estimated accuracy of +/- 6 seconds.
 EJ0525
 EJ0525.The orthometric height was determined by differential leveling
 EJ0525.and adjusted by the National Geodetic Survey in June 1991..
 EJ0525.WARNING-Repeat measurements at this control monument indicate possible
 EJ0525.vertical movement.
 EJ0525
 EJ0525.The geoid height was determined by GEOID03.
 EJ0525
 EJ0525.The dynamic height is computed by dividing the NAVD 88
 EJ0525.geopotential number by the normal gravity value computed on the
 EJ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0525.degrees latitude (g = 980.6199 gals.).
 EJ0525
 EJ0525.The modeled gravity was interpolated from observed gravity values.
 EJ0525
 EJ0525;                    North         East    Units  Estimated Accuracy
 EJ0525;SPC AR S     -   591,710.      386,050.      MT  (+/- 180 meters Scaled)
 EJ0525
 EJ0525                          SUPERSEDED SURVEY CONTROL
 EJ0525
 EJ0525  NGVD 29 (??/??/92)  106.048  (m)          347.93   (f) ADJ UNCH    1 2
 EJ0525
 EJ0525.Superseded values are not recommended for survey control.
 EJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0525.See file dsdata.txt to determine how the superseded data were derived.
 EJ0525
 EJ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU779062(NAD 83)
 EJ0525_MARKER: DB = BENCH MARK DISK
 EJ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0525_STAMPING: F 250 1940
 EJ0525_MARK LOGO: CGS   
 EJ0525_PROJECTION: PROJECTING 15 CENTIMETERS
 EJ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0525+STABILITY: SURFACE MOTION
 EJ0525
 EJ0525  HISTORY     - Date     Condition        Report By
 EJ0525  HISTORY     - 1940     MONUMENTED       CGS
 EJ0525  HISTORY     - 1984     GOOD             NGS
 EJ0525  HISTORY     - 1988     GOOD             USPSQD
 EJ0525  HISTORY     - 1989     GOOD             USPSQD
 EJ0525  HISTORY     - 1990     GOOD             USPSQD
 EJ0525
 EJ0525                          STATION DESCRIPTION
 EJ0525
 EJ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0525'1.5 MI NE FROM JEFFERSON SPRINGS.
 EJ0525'1.5 MILES NORTHEAST ALONG GRADED ROAD TOWARDS RIVER FROM MISSOURI
 EJ0525'PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS.  TO REACH FROM MISSOURI
 EJ0525'PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS, PROCEED NORTH NORTHWEST
 EJ0525'ALONG TRACK, GO 0.4 MILE.  TURN RIGHT (EAST NORTHEAST) AND FOLLOW
 EJ0525'ALONG GRADED DIRT ROAD TOWARDS RIVER, GO 1.1 MILES.  BENCH MARK IS ON
 EJ0525'OUTSIDE OF CURVE ON SLOPE OF RISE.  37 FEET SOUTH OF CENTER LINE OF
 EJ0525'ROAD.  MONUMENT PROJECTS ABOUT 5 INCHES.  A 4 X 4 INCH CYPRESS POST
 EJ0525'PAINTED WHITE PROJECTING ABOUT 18 INCHES IS 4 FEET AT 245 DEG MAGNETIC
 EJ0525'FROM THE BENCH MARK.
 EJ0525
 EJ0525                          STATION RECOVERY (1984)
 EJ0525
 EJ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0525'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM
 EJ0525'(0.35 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ0525'JEFFERSON, THENCE 1.8 KM (1.1 MI) NORTHEAST ALONG JEFFERSON RIVER ROAD
 EJ0525'AT THE EASTSIDE SLOPE OF A HILL AT A CURVE TO THE LEFT, 10.82 METERS
 EJ0525'(35.5 FT) SOUTH OF THE CENTER LINE OF THE ROAD, AND 3.13 METERS (10.3
 EJ0525'FT) NORTH-NORTHWEST OF A GUY POLE TO A POWER LINE POLE ON THE
 EJ0525'NORTHSIDE OF THE ROAD.
 EJ0525'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 EJ0525'THE MARK IS 0.3 M ABOVE ROAD.
 EJ0525
 EJ0525                          STATION RECOVERY (1988)
 EJ0525
 EJ0525'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0525'RECOVERED IN GOOD CONDITION.
 EJ0525
 EJ0525                          STATION RECOVERY (1989)
 EJ0525
 EJ0525'RECOVERY NOTE BY US POWER SQUADRON 1989 (DAN)
 EJ0525'RECOVERED IN GOOD CONDITION.
 EJ0525
 EJ0525                          STATION RECOVERY (1990)
 EJ0525
 EJ0525'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1768 ***********************************************************************
 EH1768  DESIGNATION -  F 251
 EH1768  PID         -  EH1768
 EH1768  STATE/COUNTY-  AR/JEFFERSON
 EH1768  USGS QUAD   -  ROB ROY (1971)
 EH1768
 EH1768                         *CURRENT SURVEY CONTROL
 EH1768  ___________________________________________________________________
 EH1768* NAD 83(1986)-  34 18 31.     (N)    091 55 21.     (W)     SCALED    
 EH1768* NAVD 88     -        64.084  (meters)     210.25   (feet)  ADJUSTED  
 EH1768  ___________________________________________________________________
 EH1768  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1768  DYNAMIC HT  -          64.022 (meters)     210.05  (feet)  COMP
 EH1768  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 EH1768
 EH1768  VERT ORDER  -  SECOND    CLASS 0
 EH1768
 EH1768.The horizontal coordinates were scaled from a topographic map and have
 EH1768.an estimated accuracy of +/- 6 seconds.
 EH1768
 EH1768.The orthometric height was determined by differential leveling
 EH1768.and adjusted by the National Geodetic Survey in June 1991..
 EH1768
 EH1768.The geoid height was determined by GEOID03.
 EH1768
 EH1768.The dynamic height is computed by dividing the NAVD 88
 EH1768.geopotential number by the normal gravity value computed on the
 EH1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1768.degrees latitude (g = 980.6199 gals.).
 EH1768
 EH1768.The modeled gravity was interpolated from observed gravity values.
 EH1768
 EH1768;                    North         East    Units  Estimated Accuracy
 EH1768;SPC AR S     -   582,120.      407,130.      MT  (+/- 180 meters Scaled)
 EH1768
 EH1768                          SUPERSEDED SURVEY CONTROL
 EH1768
 EH1768  NGVD 29 (??/??/??)   64.114  (m)          210.35   (f) ADJUSTED    2 0
 EH1768
 EH1768.Superseded values are not recommended for survey control.
 EH1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1768.See file dsdata.txt to determine how the superseded data were derived.
 EH1768
 EH1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT991969(NAD 83)
 EH1768_MARKER: DB = BENCH MARK DISK
 EH1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1768_STAMPING: F 251 1940
 EH1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1768+STABILITY: SURFACE MOTION
 EH1768
 EH1768  HISTORY     - Date     Condition        Report By
 EH1768  HISTORY     - 1940     MONUMENTED       CGS
 EH1768  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1768
 EH1768                          STATION DESCRIPTION
 EH1768
 EH1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1768'2.5 MI NW FROM ROB ROY.
 EH1768'2.5 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO A SMALL LEVEE FROM
 EH1768'THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT ROB ROY, JEFFERSON
 EH1768'COUNTY, 0.3 MILE ALONG THE ROAD ACROSS THE SMALL LEVEE AND THE BRIDGE
 EH1768'OVER PLUM BAYOU, 0.3 MILE SOUTHEAST ALONG THE ROAD PARALLELING THE
 EH1768'LARGE LEVEE, 29 FEET WEST OF THE CENTERLINE OF THE LEVEE, 18 FEET
 EH1768'SOUTH OF THE EAST END OF A WOODED DITCH, 2 FEET SOUTHEAST OF A CORNER
 EH1768'FENCE POST, AND 3.5 FEET NORTH OF A 4 BY 4 INCH WHITE POST PROJECTING
 EH1768'18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED F 251 1940 AND SET
 EH1768'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 EH1768
 EH1768                          STATION RECOVERY (2003)
 EH1768
 EH1768'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0607 ***********************************************************************
 EJ0607  DESIGNATION -  F 252
 EJ0607  PID         -  EJ0607
 EJ0607  STATE/COUNTY-  AR/JEFFERSON
 EJ0607  USGS QUAD   -  WRIGHT (1975)
 EJ0607
 EJ0607                         *CURRENT SURVEY CONTROL
 EJ0607  ___________________________________________________________________
 EJ0607* NAD 83(1986)-  34 29 02.     (N)    092 05 33.     (W)     SCALED    
 EJ0607* NAVD 88     -        69.295  (meters)     227.35   (feet)  ADJUSTED  
 EJ0607  ___________________________________________________________________
 EJ0607  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EJ0607  DYNAMIC HT  -          69.230 (meters)     227.13  (feet)  COMP
 EJ0607  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 EJ0607
 EJ0607  VERT ORDER  -  SECOND    CLASS 0
 EJ0607
 EJ0607.The horizontal coordinates were scaled from a topographic map and have
 EJ0607.an estimated accuracy of +/- 6 seconds.
 EJ0607
 EJ0607.The orthometric height was determined by differential leveling
 EJ0607.and adjusted by the National Geodetic Survey in June 1991..
 EJ0607
 EJ0607.The geoid height was determined by GEOID03.
 EJ0607
 EJ0607.The dynamic height is computed by dividing the NAVD 88
 EJ0607.geopotential number by the normal gravity value computed on the
 EJ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0607.degrees latitude (g = 980.6199 gals.).
 EJ0607
 EJ0607.The modeled gravity was interpolated from observed gravity values.
 EJ0607
 EJ0607;                    North         East    Units  Estimated Accuracy
 EJ0607;SPC AR S     -   601,560.      391,500.      MT  (+/- 180 meters Scaled)
 EJ0607
 EJ0607                          SUPERSEDED SURVEY CONTROL
 EJ0607
 EJ0607  NGVD 29 (??/??/92)   69.330  (m)          227.46   (f) ADJ UNCH    2 0
 EJ0607
 EJ0607.Superseded values are not recommended for survey control.
 EJ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0607.See file dsdata.txt to determine how the superseded data were derived.
 EJ0607
 EJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU833161(NAD 83)
 EJ0607_MARKER: DB = BENCH MARK DISK
 EJ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0607_STAMPING: F 252 1940
 EJ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0607+STABILITY: SURFACE MOTION
 EJ0607
 EJ0607  HISTORY     - Date     Condition        Report By
 EJ0607  HISTORY     - 1940     MONUMENTED       CGS
 EJ0607  HISTORY     - 20020501 MARK NOT FOUND   USACE
 EJ0607
 EJ0607                          STATION DESCRIPTION
 EJ0607
 EJ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0607'2.0 MI N FROM WRIGHT.
 EJ0607'2.0 MILES NORTH ALONG A GRAVEL COUNTY ROAD LEADING TO THE JESSE R.
 EJ0607'CORE COMMUNITY SCHOOL FROM THE POST OFFICE AT WRIGHT, JEFFERSON
 EJ0607'COUNTY, 4.4 MILES WEST ALONG A GRAVEL ROAD LEADING PAST THE CORE FARM
 EJ0607'HEADQUARTERS, AT THE TOE OF THE LEVEE, 155 FEET SOUTH OF THE
 EJ0607'CENTERLINE OF THE ROAD, 63 FEET NORTH OF THE CENTERLINE OF THE LEVEE,
 EJ0607'75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TENANT HOUSE, 3 FEET
 EJ0607'SOUTH OF A FENCE, AND 2.5 FEET WEST OF A 4 BY 4-INCH WHITE POST
 EJ0607'PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED F 252
 EJ0607'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 EJ0607'GROUND.
 EJ0607
 EJ0607                          STATION RECOVERY (2002)
 EJ0607
 EJ0607'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EJ0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1075 ***********************************************************************
 FG1075  DESIGNATION -  F 253 RESET
 FG1075  PID         -  FG1075
 FG1075  STATE/COUNTY-  AR/YELL
 FG1075  USGS QUAD   -  DARDANELLE (1993)
 FG1075
 FG1075                         *CURRENT SURVEY CONTROL
 FG1075  ___________________________________________________________________
 FG1075* NAD 83(1986)-  35 14 07.     (N)    093 10 20.     (W)     SCALED    
 FG1075* NAVD 88     -       112.71   (+/-2cm)     369.8    (feet)  VERTCON   
 FG1075  ___________________________________________________________________
 FG1075  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1075
 FG1075  VERT ORDER  -  THIRD (See Below)
 FG1075
 FG1075.The horizontal coordinates were scaled from a topographic map and have
 FG1075.an estimated accuracy of +/- 6 seconds.
 FG1075
 FG1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1075.The vertical order pertains to the NGVD 29 superseded value.
 FG1075
 FG1075.The geoid height was determined by GEOID03.
 FG1075
 FG1075;                    North         East    Units  Estimated Accuracy
 FG1075;SPC AR N     -   100,700.      293,310.      MT  (+/- 180 meters Scaled)
 FG1075
 FG1075                          SUPERSEDED SURVEY CONTROL
 FG1075
 FG1075  NGVD 29 (08/21/02)  112.70   (m)          369.7    (f) RESET       3  
 FG1075
 FG1075.Superseded values are not recommended for survey control.
 FG1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1075.See file dsdata.txt to determine how the superseded data were derived.
 FG1075
 FG1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU843991(NAD 83)
 FG1075_MARKER: DB = BENCH MARK DISK
 FG1075_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FG1075+WITH SETTING: INTO GROUND
 FG1075_STAMPING: F 253 RESET 1977
 FG1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1075+STABILITY: SURFACE MOTION
 FG1075
 FG1075  HISTORY     - Date     Condition        Report By
 FG1075  HISTORY     - 1977     MONUMENTED       NGS
 FG1075
 FG1075                          STATION DESCRIPTION
 FG1075
 FG1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FG1075'0.9 MI NW FROM DARDANELLE.
 FG1075'0.9 MILES NORTHWEST ALONG OLD HIGHWAY 22 FROM THE HIGHSCHOOL AT
 FG1075'DARDANELLE TO A PRIVATE LANE AND MARK ON RIGHT, 0.15 MILE BEFORE
 FG1075'REACHING JUNCTION OF NEW HIGHWAY 22, 68.0 FEET SOUTHWEST OF THE
 FG1075'SOUTHWEST CORNER OF ROBERT FULBRIGHT HOUSE, 60.0 FEET NORTH OF OLD
 FG1075'HIGHWAY 22, 24.5 FEET EAST OF A 30 INCH RED OAK TREE, 15.0 FEET OF THE
 FG1075'CENTER OF GRAVEL DRIVEWAY AND 2.0 FEET SOUTH OF A POWER POLE WITH A
 FG1075'TRANSFORMER ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1113 ***********************************************************************
 FG1113  DESIGNATION -  F 254
 FG1113  PID         -  FG1113
 FG1113  STATE/COUNTY-  AR/LOGAN
 FG1113  USGS QUAD   -  NEW BLAINE (1993)
 FG1113
 FG1113                         *CURRENT SURVEY CONTROL
 FG1113  ___________________________________________________________________
 FG1113* NAD 83(1986)-  35 21 43.     (N)    093 28 16.     (W)     SCALED    
 FG1113* NAVD 88     -       138.780  (meters)     455.31   (feet)  ADJUSTED  
 FG1113  ___________________________________________________________________
 FG1113  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FG1113  DYNAMIC HT  -         138.650 (meters)     454.89  (feet)  COMP
 FG1113  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FG1113
 FG1113  VERT ORDER  -  SECOND    CLASS 0
 FG1113
 FG1113.The horizontal coordinates were scaled from a topographic map and have
 FG1113.an estimated accuracy of +/- 6 seconds.
 FG1113
 FG1113.The orthometric height was determined by differential leveling
 FG1113.and adjusted by the National Geodetic Survey in June 1991..
 FG1113
 FG1113.The geoid height was determined by GEOID03.
 FG1113
 FG1113.The dynamic height is computed by dividing the NAVD 88
 FG1113.geopotential number by the normal gravity value computed on the
 FG1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1113.degrees latitude (g = 980.6199 gals.).
 FG1113
 FG1113.The modeled gravity was interpolated from observed gravity values.
 FG1113
 FG1113;                    North         East    Units  Estimated Accuracy
 FG1113;SPC AR N     -   115,110.      266,310.      MT  (+/- 180 meters Scaled)
 FG1113
 FG1113                          SUPERSEDED SURVEY CONTROL
 FG1113
 FG1113  NGVD 29 (??/??/92)  138.750  (m)          455.22   (f) ADJ UNCH    2 0
 FG1113
 FG1113.Superseded values are not recommended for survey control.
 FG1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1113.See file dsdata.txt to determine how the superseded data were derived.
 FG1113
 FG1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV572132(NAD 83)
 FG1113_MARKER: DB = BENCH MARK DISK
 FG1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1113_STAMPING: F 254 1940
 FG1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1113+STABILITY: SURFACE MOTION
 FG1113
 FG1113  HISTORY     - Date     Condition        Report By
 FG1113  HISTORY     - 1940     MONUMENTED       CGS
 FG1113  HISTORY     - 1959     GOOD             NGS
 FG1113
 FG1113                          STATION DESCRIPTION
 FG1113
 FG1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1113'IN DOUBLIN.
 FG1113'AT DOUBLIN, AT THE INTERSECTION OF SECTION-LINE ROADS, 72 FEET EAST
 FG1113'ACROSS THE NORTH-AND-SOUTH ROAD FROM THE EAST CORNER OF A STORE
 FG1113'BUILDING, 56 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 43 FEET
 FG1113'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 8 FEET NORTHWEST
 FG1113'OF A POWER POLE, 2 FEET WEST OF A WIRE FENCE, AND 4 FEET SOUTH OF A
 FG1113'WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1235 ***********************************************************************
 FG1235  DESIGNATION -  F 255
 FG1235  PID         -  FG1235
 FG1235  STATE/COUNTY-  AR/LOGAN
 FG1235  USGS QUAD   -  CAULKSVILLE (1993)
 FG1235
 FG1235                         *CURRENT SURVEY CONTROL
 FG1235  ___________________________________________________________________
 FG1235* NAD 83(1986)-  35 22 12.     (N)    093 46 11.     (W)     SCALED    
 FG1235* NAVD 88     -       119.803  (meters)     393.05   (feet)  ADJUSTED  
 FG1235  ___________________________________________________________________
 FG1235  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FG1235  DYNAMIC HT  -         119.691 (meters)     392.69  (feet)  COMP
 FG1235  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FG1235
 FG1235  VERT ORDER  -  SECOND    CLASS 0
 FG1235
 FG1235.The horizontal coordinates were scaled from a topographic map and have
 FG1235.an estimated accuracy of +/- 6 seconds.
 FG1235
 FG1235.The orthometric height was determined by differential leveling
 FG1235.and adjusted by the National Geodetic Survey in June 1991..
 FG1235
 FG1235.The geoid height was determined by GEOID03.
 FG1235
 FG1235.The dynamic height is computed by dividing the NAVD 88
 FG1235.geopotential number by the normal gravity value computed on the
 FG1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1235.degrees latitude (g = 980.6199 gals.).
 FG1235
 FG1235.The modeled gravity was interpolated from observed gravity values.
 FG1235
 FG1235;                    North         East    Units  Estimated Accuracy
 FG1235;SPC AR N     -   116,450.      239,190.      MT  (+/- 180 meters Scaled)
 FG1235
 FG1235                          SUPERSEDED SURVEY CONTROL
 FG1235
 FG1235  NGVD 29 (??/??/92)  119.755  (m)          392.90   (f) ADJ UNCH    2 0
 FG1235
 FG1235.Superseded values are not recommended for survey control.
 FG1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1235.See file dsdata.txt to determine how the superseded data were derived.
 FG1235
 FG1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV300143(NAD 83)
 FG1235_MARKER: DB = BENCH MARK DISK
 FG1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1235_STAMPING: F 255 1940
 FG1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1235+STABILITY: SURFACE MOTION
 FG1235
 FG1235  HISTORY     - Date     Condition        Report By
 FG1235  HISTORY     - 1940     MONUMENTED       CGS
 FG1235  HISTORY     - 1959     GOOD             NGS
 FG1235
 FG1235                          STATION DESCRIPTION
 FG1235
 FG1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1235'1.0 MI SE FROM ROSEVILLE.
 FG1235'0.9 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM ROSEVILLE, THENCE 0.1 MILE
 FG1235'EAST ALONG THE ROAD WHICH GOES THROUGH OLD RIVER BOTTOMS.  AT THE EDGE
 FG1235'OF A PASTURE ON THE T. R. SMITH, JR. FARM, 44.5 FEET NORTH ACROSS THE
 FG1235'GRAVEL ROAD FROM A CORRAL AROUND BARNS AND TOOL SHEDS, 22 FEET NORTH
 FG1235'OF THE CENTERLINE OF THE GRAVEL ROAD, 1 FOOT NORTH OF A WIRE FENCE, ON
 FG1235'THE GRASS SLOPE OF THE PASTURE, AND 4 FEET EAST OF A WHITE WOODEN
 FG1235'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1236 ***********************************************************************
 FG1236  DESIGNATION -  F 255 RESET
 FG1236  PID         -  FG1236
 FG1236  STATE/COUNTY-  AR/LOGAN
 FG1236  USGS QUAD   -  CAULKSVILLE (1993)
 FG1236
 FG1236                         *CURRENT SURVEY CONTROL
 FG1236  ___________________________________________________________________
 FG1236* NAD 83(1986)-  35 22 12.     (N)    093 46 11.     (W)     SCALED    
 FG1236* NAVD 88     -       119.47   (meters)     392.0    (feet)  RESET     
 FG1236  ___________________________________________________________________
 FG1236  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FG1236
 FG1236  VERT ORDER  -  THIRD
 FG1236
 FG1236.The horizontal coordinates were scaled from a topographic map and have
 FG1236.an estimated accuracy of +/- 6 seconds.
 FG1236
 FG1236.The orthometric height was computed from unverified reset data.
 FG1236
 FG1236.The geoid height was determined by GEOID03.
 FG1236
 FG1236;                    North         East    Units  Estimated Accuracy
 FG1236;SPC AR N     -   116,450.      239,190.      MT  (+/- 180 meters Scaled)
 FG1236
 FG1236                          SUPERSEDED SURVEY CONTROL
 FG1236
 FG1236.No superseded survey control is available for this station.
 FG1236
 FG1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV300143(NAD 83)
 FG1236_MARKER: DB = BENCH MARK DISK
 FG1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1236_STAMPING: F 255 RESET 1964
 FG1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1236+STABILITY: SURFACE MOTION
 FG1236
 FG1236  HISTORY     - Date     Condition        Report By
 FG1236  HISTORY     - 1964     MONUMENTED       CGS
 FG1236
 FG1236                          STATION DESCRIPTION
 FG1236
 FG1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FG1236'12.15 MI SE FROM OZARK.
 FG1236'ABOUT 9.55 MILES SOUTHEAST ALONG STATE HIGHWAY 309 FROM ITS JUNCTION
 FG1236'WITH STATE HIGHWAY 23, 1.4 MILES SOUTH OF OZARK, ABOUT 1.0 MILE
 FG1236'SOUTHEAST OF THE VILLAGE OF ROSEVILLE, ABOUT 0.15 MILE EAST OF A TURN
 FG1236'IN HIGHWAY, ABOUT 0.1 MILE SOUTHEAST OF A FARMHOUSE, ABOUT 0.05 MILE
 FG1236'NORTHWEST OF A FARMHOUSE, 39 FEET NORTH OF THE CENTERLINE OF THE
 FG1236'HIGHWAY AND 1.5 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP
 FG1236'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0183 ***********************************************************************
 FH0183  DESIGNATION -  F 256
 FH0183  PID         -  FH0183
 FH0183  STATE/COUNTY-  AR/SEBASTIAN
 FH0183  USGS QUAD   -  MULBERRY (1987)
 FH0183
 FH0183                         *CURRENT SURVEY CONTROL
 FH0183  ___________________________________________________________________
 FH0183* NAD 83(1986)-  35 25 55.     (N)    094 05 32.     (W)     SCALED    
 FH0183* NAVD 88     -       149.132  (meters)     489.28   (feet)  ADJUSTED  
 FH0183  ___________________________________________________________________
 FH0183  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FH0183  DYNAMIC HT  -         148.993 (meters)     488.82  (feet)  COMP
 FH0183  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 FH0183
 FH0183  VERT ORDER  -  SECOND    CLASS 0
 FH0183
 FH0183.The horizontal coordinates were scaled from a topographic map and have
 FH0183.an estimated accuracy of +/- 6 seconds.
 FH0183
 FH0183.The orthometric height was determined by differential leveling
 FH0183.and adjusted by the National Geodetic Survey in June 1991..
 FH0183
 FH0183.The geoid height was determined by GEOID03.
 FH0183
 FH0183.The dynamic height is computed by dividing the NAVD 88
 FH0183.geopotential number by the normal gravity value computed on the
 FH0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0183.degrees latitude (g = 980.6199 gals.).
 FH0183
 FH0183.The modeled gravity was interpolated from observed gravity values.
 FH0183
 FH0183;                    North         East    Units  Estimated Accuracy
 FH0183;SPC AR N     -   123,900.      210,040.      MT  (+/- 180 meters Scaled)
 FH0183
 FH0183                          SUPERSEDED SURVEY CONTROL
 FH0183
 FH0183  NGVD 29 (??/??/92)  149.052  (m)          489.01   (f) ADJ UNCH    2 0
 FH0183
 FH0183.Superseded values are not recommended for survey control.
 FH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0183.See file dsdata.txt to determine how the superseded data were derived.
 FH0183
 FH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV008214(NAD 83)
 FH0183_MARKER: DB = BENCH MARK DISK
 FH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0183_STAMPING: F 256 1940
 FH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0183+STABILITY: SURFACE MOTION
 FH0183
 FH0183  HISTORY     - Date     Condition        Report By
 FH0183  HISTORY     - 1940     MONUMENTED       CGS
 FH0183  HISTORY     - 1959     GOOD             NGS
 FH0183  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0183
 FH0183                          STATION DESCRIPTION
 FH0183
 FH0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0183'8.9 MI W FROM CECIL.
 FH0183'8.9 MILES WEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 FH0183'CECIL, 0.9 MILE WEST OF THE SEBASTIAN-FRANKLIN COUNTY LINE,
 FH0183'ON A WEST SLOPE NEAR THE BOTTOM OF A HILL, 115 YARDS EAST OF
 FH0183'A DIRT-ROAD INTERSECTION 60 FEET EAST OF THE NORTHWEST END OF
 FH0183'A CULVERT UNDER THE HIGHWAY, 50 FEET EAST OF A FENCE CORNER,
 FH0183'28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.6 FEET NORTH
 FH0183'OF A FENCE LINE, AND ABOUT 4-1/2 FEET BELOW THE LEVEL OF THE
 FH0183'HIGHWAY.
 FH0183
 FH0183                          STATION RECOVERY (1984)
 FH0183
 FH0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0183'NOT RECOVERED, PROBABLY COVERED OVER OR GRADED OUT WHEN THE ROAD
 FH0183'SHOULDER WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1144 ***********************************************************************
 DL1144  DESIGNATION -  F 258
 DL1144  PID         -  DL1144
 DL1144  STATE/COUNTY-  AR/MILLER
 DL1144  USGS QUAD   -  GARLAND (1975)
 DL1144
 DL1144                         *CURRENT SURVEY CONTROL
 DL1144  ___________________________________________________________________
 DL1144* NAD 83(1986)-  33 18 11.     (N)    093 42 15.     (W)     SCALED    
 DL1144* NAVD 88     -        68.729  (meters)     225.49   (feet)  ADJUSTED  
 DL1144  ___________________________________________________________________
 DL1144  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DL1144  DYNAMIC HT  -          68.655 (meters)     225.25  (feet)  COMP
 DL1144  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DL1144
 DL1144  VERT ORDER  -  FIRST     CLASS I
 DL1144
 DL1144.The horizontal coordinates were scaled from a topographic map and have
 DL1144.an estimated accuracy of +/- 6 seconds.
 DL1144
 DL1144.The orthometric height was determined by differential leveling
 DL1144.and adjusted by the National Geodetic Survey in June 1991..
 DL1144
 DL1144.The geoid height was determined by GEOID03.
 DL1144
 DL1144.The dynamic height is computed by dividing the NAVD 88
 DL1144.geopotential number by the normal gravity value computed on the
 DL1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1144.degrees latitude (g = 980.6199 gals.).
 DL1144
 DL1144.The modeled gravity was interpolated from observed gravity values.
 DL1144
 DL1144;                    North         East    Units  Estimated Accuracy
 DL1144;SPC AR S     -   471,910.      241,290.      MT  (+/- 180 meters Scaled)
 DL1144
 DL1144                          SUPERSEDED SURVEY CONTROL
 DL1144
 DL1144  NGVD 29 (??/??/??)   68.758  (m)          225.58   (f) ADJUSTED    1 1
 DL1144
 DL1144.Superseded values are not recommended for survey control.
 DL1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1144.See file dsdata.txt to determine how the superseded data were derived.
 DL1144
 DL1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS344851(NAD 83)
 DL1144_MARKER: DB = BENCH MARK DISK
 DL1144_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1144_SP_SET: COPPER-CLAD STEEL ROD
 DL1144_STAMPING: F 258 1977
 DL1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1144
 DL1144  HISTORY     - Date     Condition        Report By
 DL1144  HISTORY     - 1977     MONUMENTED       NGS
 DL1144
 DL1144                          STATION DESCRIPTION
 DL1144
 DL1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1144'5.4 MI SE FROM GARLAND.
 DL1144'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1144'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1144'GRAVEL ROAD PARALLELING LEVEE, SET BY EDD ADKINS TENENT HOUSE,
 DL1144'29 FEET WEST OF THE NORTHWEST CORNER OF HOUSE, 38 FEET NORTHWEST
 DL1144'OF THE SOUTHWEST CORNER OF HOUSE, AND 3 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1117 ***********************************************************************
 DL1117  DESIGNATION -  F 259
 DL1117  PID         -  DL1117
 DL1117  STATE/COUNTY-  AR/MILLER
 DL1117  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1117
 DL1117                         *CURRENT SURVEY CONTROL
 DL1117  ___________________________________________________________________
 DL1117* NAD 83(1986)-  33 09 08.     (N)    093 52 26.     (W)     SCALED    
 DL1117* NAVD 88     -        61.890  (meters)     203.05   (feet)  ADJUSTED  
 DL1117  ___________________________________________________________________
 DL1117  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1117  DYNAMIC HT  -          61.823 (meters)     202.83  (feet)  COMP
 DL1117  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 DL1117
 DL1117  VERT ORDER  -  FIRST     CLASS I
 DL1117
 DL1117.The horizontal coordinates were scaled from a topographic map and have
 DL1117.an estimated accuracy of +/- 6 seconds.
 DL1117
 DL1117.The orthometric height was determined by differential leveling
 DL1117.and adjusted by the National Geodetic Survey in June 1991..
 DL1117
 DL1117.The geoid height was determined by GEOID03.
 DL1117
 DL1117.The dynamic height is computed by dividing the NAVD 88
 DL1117.geopotential number by the normal gravity value computed on the
 DL1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1117.degrees latitude (g = 980.6199 gals.).
 DL1117
 DL1117.The modeled gravity was interpolated from observed gravity values.
 DL1117
 DL1117;                    North         East    Units  Estimated Accuracy
 DL1117;SPC AR S     -   455,460.      225,180.      MT  (+/- 180 meters Scaled)
 DL1117
 DL1117                          SUPERSEDED SURVEY CONTROL
 DL1117
 DL1117  NGVD 29 (??/??/??)   61.920  (m)          203.15   (f) ADJUSTED    1 1
 DL1117
 DL1117.Superseded values are not recommended for survey control.
 DL1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1117.See file dsdata.txt to determine how the superseded data were derived.
 DL1117
 DL1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS185685(NAD 83)
 DL1117_MARKER: DB = BENCH MARK DISK
 DL1117_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1117+WITH SETTING: INTO GROUND
 DL1117_SP_SET: METAL ROD WITH BASE PLATE
 DL1117_STAMPING: F 259 1977
 DL1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1117+STABILITY: SURFACE MOTION
 DL1117
 DL1117  HISTORY     - Date     Condition        Report By
 DL1117  HISTORY     - 1977     MONUMENTED       NGS
 DL1117
 DL1117                          STATION DESCRIPTION
 DL1117
 DL1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1117'5.5 MI NE FROM DODDRIDGE.
 DL1117'4.4 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1117'STATE HIGHWAY 160 AT DODDRIDGE, THENCE 1.1 MILES EAST ON
 DL1117'GRAVEL ROAD, 0.4 MILE WEST OF A DIRT ROAD LEADING NORTH
 DL1117'BETWEEN TWO FIELDS, 0.1 MILE EAST OF A ALG GAS PUMP
 DL1117'SURROUNDED BY A STEEL FENCE, 24 FEET NORTH OF CENTER OF ROAD,
 DL1117'AND 3 FEET NORTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0290 ***********************************************************************
 GE0290  DESIGNATION -  F 26
 GE0290  PID         -  GE0290
 GE0290  STATE/COUNTY-  AR/RANDOLPH
 GE0290  USGS QUAD   -  MANSON (1965)
 GE0290
 GE0290                         *CURRENT SURVEY CONTROL
 GE0290  ___________________________________________________________________
 GE0290* NAD 83(1986)-  36 09 05.     (N)    090 57 48.     (W)     SCALED    
 GE0290* NAVD 88     -        80.895  (meters)     265.40   (feet)  ADJUSTED  
 GE0290  ___________________________________________________________________
 GE0290  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GE0290  DYNAMIC HT  -          80.828 (meters)     265.18  (feet)  COMP
 GE0290  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 GE0290
 GE0290  VERT ORDER  -  FIRST     CLASS II
 GE0290
 GE0290.The horizontal coordinates were scaled from a topographic map and have
 GE0290.an estimated accuracy of +/- 6 seconds.
 GE0290
 GE0290.The orthometric height was determined by differential leveling
 GE0290.and adjusted by the National Geodetic Survey in June 1991..
 GE0290
 GE0290.The geoid height was determined by GEOID03.
 GE0290
 GE0290.The dynamic height is computed by dividing the NAVD 88
 GE0290.geopotential number by the normal gravity value computed on the
 GE0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0290.degrees latitude (g = 980.6199 gals.).
 GE0290
 GE0290.The modeled gravity was interpolated from observed gravity values.
 GE0290
 GE0290;                    North         East    Units  Estimated Accuracy
 GE0290;SPC AR N     -   202,190.      493,290.      MT  (+/- 180 meters Scaled)
 GE0290
 GE0290                          SUPERSEDED SURVEY CONTROL
 GE0290
 GE0290  NGVD 29 (??/??/92)   80.82   (m)          265.2    (f) COMPUTED    1 2
 GE0290
 GE0290.Superseded values are not recommended for survey control.
 GE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0290.See file dsdata.txt to determine how the superseded data were derived.
 GE0290
 GE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA832026(NAD 83)
 GE0290_MARKER: DB = BENCH MARK DISK
 GE0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0290_STAMPING: 265.154 F 26 1932
 GE0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0290+STABILITY: SURFACE MOTION
 GE0290
 GE0290  HISTORY     - Date     Condition        Report By
 GE0290  HISTORY     - 1932     MONUMENTED       CGS
 GE0290  HISTORY     - 1934     GOOD             NGS
 GE0290  HISTORY     - 1965     POOR             USGS
 GE0290  HISTORY     - 20020913 MARK NOT FOUND   USACE
 GE0290
 GE0290                          STATION DESCRIPTION
 GE0290
 GE0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0290'8 MI S FROM POCAHONTAS.
 GE0290'8.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0290'THE STATION AT POCAHONTAS, RANDOLPH COUNTY, AT LESTERVILLE, 9
 GE0290'RAILS NORTH OF MILEPOST 253, 150 FEET WEST OF A TWO-STORY WHITE
 GE0290'HOUSE ON THE EAST SIDE OF THE TRACKS, 75 FEET WEST OF U.S.
 GE0290'HIGHWAY 67, AND 20 FEET WEST OF THE TRACK.  A STANDARD DISK,
 GE0290'STAMPED 265.154 F 26 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0290
 GE0290                          STATION RECOVERY (1965)
 GE0290
 GE0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GE0290'MARK RECOVERED IN POOR CONDITION.
 GE0290
 GE0290                          STATION RECOVERY (2002)
 GE0290
 GE0290'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0290'RR NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1173 ***********************************************************************
 DL1173  DESIGNATION -  F 260
 DL1173  PID         -  DL1173
 DL1173  STATE/COUNTY-  AR/MILLER
 DL1173  USGS QUAD   -  FULTON (1975)
 DL1173
 DL1173                         *CURRENT SURVEY CONTROL
 DL1173  ___________________________________________________________________
 DL1173* NAD 83(1986)-  33 34 52.     (N)    093 49 56.     (W)     SCALED    
 DL1173* NAVD 88     -        76.638  (meters)     251.44   (feet)  ADJUSTED  
 DL1173  ___________________________________________________________________
 DL1173  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL1173  DYNAMIC HT  -          76.558 (meters)     251.17  (feet)  COMP
 DL1173  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 DL1173
 DL1173  VERT ORDER  -  FIRST     CLASS I
 DL1173
 DL1173.The horizontal coordinates were scaled from a topographic map and have
 DL1173.an estimated accuracy of +/- 6 seconds.
 DL1173
 DL1173.The orthometric height was determined by differential leveling
 DL1173.and adjusted by the National Geodetic Survey in June 1991..
 DL1173
 DL1173.The geoid height was determined by GEOID03.
 DL1173
 DL1173.The dynamic height is computed by dividing the NAVD 88
 DL1173.geopotential number by the normal gravity value computed on the
 DL1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1173.degrees latitude (g = 980.6199 gals.).
 DL1173
 DL1173.The modeled gravity was interpolated from observed gravity values.
 DL1173
 DL1173;                    North         East    Units  Estimated Accuracy
 DL1173;SPC AR S     -   502,950.      229,920.      MT  (+/- 180 meters Scaled)
 DL1173
 DL1173                          SUPERSEDED SURVEY CONTROL
 DL1173
 DL1173  NGVD 29 (??/??/??)   76.651  (m)          251.48   (f) ADJUSTED    1 1
 DL1173
 DL1173.Superseded values are not recommended for survey control.
 DL1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1173.See file dsdata.txt to determine how the superseded data were derived.
 DL1173
 DL1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT227160(NAD 83)
 DL1173_MARKER: DB = BENCH MARK DISK
 DL1173_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1173+WITH SETTING: INTO GROUND
 DL1173_SP_SET: METAL ROD WITH BASE PLATE
 DL1173_STAMPING: F 260 1977
 DL1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1173+STABILITY: SURFACE MOTION
 DL1173
 DL1173  HISTORY     - Date     Condition        Report By
 DL1173  HISTORY     - 1977     MONUMENTED       NGS
 DL1173
 DL1173                          STATION DESCRIPTION
 DL1173
 DL1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1173'2.4 MI SE FROM FULTON.
 DL1173'1.8 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END
 DL1173'OF BRIDGE OVER THE RED RIVER, 0.6 MILE SOUTHEAST ALONG LEVEE TO A
 DL1173'SHARP CURVE IN LEVEE AND A RAMP, 110 FEET NORTHWEST OF CENTER OF
 DL1173'LEVEE AT THE CENTER OF SHARP CURVE, 33 FEET SOUTHWEST OF CENTER OF
 DL1173'LEVEE, AND 3 FEET SOUTHEAST OF POWERLINE POLE AT TOE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1189 ***********************************************************************
 DL1189  DESIGNATION -  F 261
 DL1189  PID         -  DL1189
 DL1189  STATE/COUNTY-  AR/MILLER
 DL1189  USGS QUAD   -  HOMAN (1975)
 DL1189
 DL1189                         *CURRENT SURVEY CONTROL
 DL1189  ___________________________________________________________________
 DL1189* NAD 83(1986)-  33 30 38.     (N)    093 56 47.     (W)     SCALED    
 DL1189* NAVD 88     -        87.338  (meters)     286.54   (feet)  ADJUSTED  
 DL1189  ___________________________________________________________________
 DL1189  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DL1189  DYNAMIC HT  -          87.246 (meters)     286.24  (feet)  COMP
 DL1189  MODELED GRAV-     979,576.6   (mgal)                       NAVD 88
 DL1189
 DL1189  VERT ORDER  -  FIRST     CLASS I
 DL1189
 DL1189.The horizontal coordinates were scaled from a topographic map and have
 DL1189.an estimated accuracy of +/- 6 seconds.
 DL1189
 DL1189.The orthometric height was determined by differential leveling
 DL1189.and adjusted by the National Geodetic Survey in June 1991..
 DL1189
 DL1189.The geoid height was determined by GEOID03.
 DL1189
 DL1189.The dynamic height is computed by dividing the NAVD 88
 DL1189.geopotential number by the normal gravity value computed on the
 DL1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1189.degrees latitude (g = 980.6199 gals.).
 DL1189
 DL1189.The modeled gravity was interpolated from observed gravity values.
 DL1189
 DL1189;                    North         East    Units  Estimated Accuracy
 DL1189;SPC AR S     -   495,320.      219,180.      MT  (+/- 180 meters Scaled)
 DL1189
 DL1189                          SUPERSEDED SURVEY CONTROL
 DL1189
 DL1189  NGVD 29 (??/??/??)   87.353  (m)          286.59   (f) ADJUSTED    1 1
 DL1189
 DL1189.Superseded values are not recommended for survey control.
 DL1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1189.See file dsdata.txt to determine how the superseded data were derived.
 DL1189
 DL1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT121082(NAD 83)
 DL1189_MARKER: DB = BENCH MARK DISK
 DL1189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1189_SP_SET: BRIDGE ABUTMENT
 DL1189_STAMPING: F 261 1977
 DL1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1189
 DL1189  HISTORY     - Date     Condition        Report By
 DL1189  HISTORY     - 1977     MONUMENTED       NGS
 DL1189
 DL1189                          STATION DESCRIPTION
 DL1189
 DL1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1189'2.4 MI NW FROM MANDEVILLE.
 DL1189'FROM THE JUNCTION OF U.S. HIGHWAY 67 AND COUNTY ROAD 108, WHICH
 DL1189'IS 1.9 MILES NORTHEAST OF MANDENVILLE, GO NORTH ON COUNTY ROAD
 DL1189'FOR 0.5 MILE TO THE INTERSTATE 30 OVERPASS. THIS MARK CAN ALSO
 DL1189'BE REACHED BY GOING 1.85 MILES SOUTHWEST ALONG INTERSTATE 30 TO
 DL1189'LEVEE FROM THE WEST END OF BRIDGE OVER RED RIVER AT FULTON,
 DL1189'THENCE 1.1 MILES SOUTHWEST ALONG LEVEE, THENCE 0.1 MILE SOUTHEAST
 DL1189'TO STATE HIGHWAY 67, THENCE 7.9 MILES SOUTHWEST ON 67 TO THE
 DL1189'INTERSECTION OF 67 AND 108, THENCE 0.55 MILE NORTHWEST ON 108,
 DL1189'SET IN THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT OF OVERPASS,
 DL1189'15 FEET NORTHEAST OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0043 ***********************************************************************
 FH0043  DESIGNATION -  F 28
 FH0043  PID         -  FH0043
 FH0043  STATE/COUNTY-  AR/CRAWFORD
 FH0043  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0043
 FH0043                         *CURRENT SURVEY CONTROL
 FH0043  ___________________________________________________________________
 FH0043* NAD 83(1986)-  35 35 16.     (N)    094 12 38.     (W)     SCALED    
 FH0043* NAVD 88     -       200.129  (meters)     656.59   (feet)  ADJUSTED  
 FH0043  ___________________________________________________________________
 FH0043  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FH0043  DYNAMIC HT  -         199.943 (meters)     655.98  (feet)  COMP
 FH0043  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FH0043
 FH0043  VERT ORDER  -  FIRST     CLASS II
 FH0043
 FH0043.The horizontal coordinates were scaled from a topographic map and have
 FH0043.an estimated accuracy of +/- 6 seconds.
 FH0043
 FH0043.The orthometric height was determined by differential leveling
 FH0043.and adjusted by the National Geodetic Survey in June 1991..
 FH0043
 FH0043.The geoid height was determined by GEOID03.
 FH0043
 FH0043.The dynamic height is computed by dividing the NAVD 88
 FH0043.geopotential number by the normal gravity value computed on the
 FH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0043.degrees latitude (g = 980.6199 gals.).
 FH0043
 FH0043.The modeled gravity was interpolated from observed gravity values.
 FH0043
 FH0043;                    North         East    Units  Estimated Accuracy
 FH0043;SPC AR N     -   141,420.      199,690.      MT  (+/- 180 meters Scaled)
 FH0043
 FH0043                          SUPERSEDED SURVEY CONTROL
 FH0043
 FH0043  NGVD 29 (??/??/92)  200.018  (m)          656.23   (f) ADJ UNCH    1 2
 FH0043
 FH0043.Superseded values are not recommended for survey control.
 FH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0043.See file dsdata.txt to determine how the superseded data were derived.
 FH0043
 FH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV903389(NAD 83)
 FH0043_MARKER: DB = BENCH MARK DISK
 FH0043_SETTING: 66 = SET IN ROCK OUTCROP
 FH0043_SP_SET: ROCK LEDGE
 FH0043_STAMPING: F 28 1932
 FH0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0043+STABILITY: POSITION/ELEVATION WELL
 FH0043
 FH0043  HISTORY     - Date     Condition        Report By
 FH0043  HISTORY     - 1932     MONUMENTED       CGS
 FH0043  HISTORY     - 1959     GOOD             NGS
 FH0043  HISTORY     - 1968     MARK NOT FOUND   USGS
 FH0043  HISTORY     - 19891103 MARK NOT FOUND   NGS
 FH0043
 FH0043                          STATION DESCRIPTION
 FH0043
 FH0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0043'3.6 MI S FROM MOUNTAINBURG.
 FH0043'3.6 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0043'MOUNTAINBURG, CRAWFORD COUNTY, AT POLE 393+35, NORTHWEST OF AN
 FH0043'IRON PIN MARKING THE CURVE-SPIRAL POINT OF CURVE, 10 FEET
 FH0043'NORTHWEST OF THE TRACK, AND IN THE TOP OF A ROCK LEDGE.  A
 FH0043'STANDARD DISK, STAMPED F 28 193K.  NOTE-- CUT APPEARS TO HAVE
 FH0043'BEEN WIDENED.  THERE IS A LARGE TRIANGLE-SHAPED BOULDER LYING
 FH0043'ON THE ROCK LEDGE AND THE MARK WAS RECOVERED AT THE SOUTH BASE
 FH0043'OF THIS BOULDER.
 FH0043
 FH0043                          STATION RECOVERY (1968)
 FH0043
 FH0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FH0043'MARK NOT FOUND.
 FH0043
 FH0043                          STATION RECOVERY (1989)
 FH0043
 FH0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1609 ***********************************************************************
 EJ1609  DESIGNATION -  F 287
 EJ1609  PID         -  EJ1609
 EJ1609  STATE/COUNTY-  AR/PULASKI
 EJ1609  USGS QUAD   -  SWEET HOME (1986)
 EJ1609
 EJ1609                         *CURRENT SURVEY CONTROL
 EJ1609  ___________________________________________________________________
 EJ1609* NAD 83(1986)-  34 42 17.     (N)    092 14 32.     (W)     SCALED    
 EJ1609* NAVD 88     -       107.576  (meters)     352.94   (feet)  ADJUSTED  
 EJ1609  ___________________________________________________________________
 EJ1609  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EJ1609  DYNAMIC HT  -         107.475 (meters)     352.61  (feet)  COMP
 EJ1609  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 EJ1609
 EJ1609  VERT ORDER  -  FIRST     CLASS II
 EJ1609
 EJ1609.The horizontal coordinates were scaled from a topographic map and have
 EJ1609.an estimated accuracy of +/- 6 seconds.
 EJ1609
 EJ1609.The orthometric height was determined by differential leveling
 EJ1609.and adjusted by the National Geodetic Survey in June 1991..
 EJ1609
 EJ1609.The geoid height was determined by GEOID03.
 EJ1609
 EJ1609.The dynamic height is computed by dividing the NAVD 88
 EJ1609.geopotential number by the normal gravity value computed on the
 EJ1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1609.degrees latitude (g = 980.6199 gals.).
 EJ1609
 EJ1609.The modeled gravity was interpolated from observed gravity values.
 EJ1609
 EJ1609;                    North         East    Units  Estimated Accuracy
 EJ1609;SPC AR S     -   626,080.      377,810.      MT  (+/- 180 meters Scaled)
 EJ1609
 EJ1609                          SUPERSEDED SURVEY CONTROL
 EJ1609
 EJ1609.No superseded survey control is available for this station.
 EJ1609
 EJ1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU693405(NAD 83)
 EJ1609_MARKER: I = METAL ROD
 EJ1609_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1609+WITH SETTING: INFORMATION.
 EJ1609_SP_SET: SHALLOW SET METAL ROD
 EJ1609_STAMPING: F 287 1984
 EJ1609_MARK LOGO: NGS   
 EJ1609_PROJECTION: FLUSH
 EJ1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1609_ROD/PIPE-DEPTH: 1.76 meters
 EJ1609
 EJ1609  HISTORY     - Date     Condition        Report By
 EJ1609  HISTORY     - 1984     MONUMENTED       NGS
 EJ1609  HISTORY     - 1988     GOOD             USPSQD
 EJ1609  HISTORY     - 1989     GOOD             USPSQD
 EJ1609  HISTORY     - 1989     GOOD             USPSQD
 EJ1609  HISTORY     - 1990     GOOD             USPSQD
 EJ1609  HISTORY     - 1990     GOOD             USPSQD
 EJ1609  HISTORY     - 19920902 GOOD             USPSQD
 EJ1609
 EJ1609                          STATION DESCRIPTION
 EJ1609
 EJ1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1609'2.3 KM (1.4 MI) NORTH FROM SWEET HOME.
 EJ1609'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1609'SWEET HOME, THENCE 0.2 KM (0.1 MI) EAST ALONG 3M ROAD TO THE MARK ON
 EJ1609'THE LEFT AT A SIDE ROAD LEADING SOUTH, 0.73 METERS (2.4 FT) EAST OF A
 EJ1609'POWER LINE (T JUNCTION) POLE, 11.73 METERS (38.5 FT) NORTH OF THE
 EJ1609'CENTER OF THE ROAD, AND 8.53 METERS (28.0 FT) WEST OF AN EXTENDED
 EJ1609'CENTER LINE OF THE SIDE ROAD.  NOTE, THE ROD WAS DRIVEN TO REFUSAL AND
 EJ1609'ANCHORED IN ROCK.
 EJ1609'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EJ1609'THE MARK IS 0.76 M BELOW ROAD.
 EJ1609
 EJ1609                          STATION RECOVERY (1988)
 EJ1609
 EJ1609'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1609'RECOVERED IN GOOD CONDITION.
 EJ1609
 EJ1609                          STATION RECOVERY (1989)
 EJ1609
 EJ1609'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1609'RECOVERED IN GOOD CONDITION.
 EJ1609
 EJ1609                          STATION RECOVERY (1989)
 EJ1609
 EJ1609'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1609'RECOVERED IN GOOD CONDITION.
 EJ1609
 EJ1609                          STATION RECOVERY (1990)
 EJ1609
 EJ1609'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1609'RECOVERED IN GOOD CONDITION.
 EJ1609
 EJ1609                          STATION RECOVERY (1990)
 EJ1609
 EJ1609'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1609'RECOVERED IN GOOD CONDITION.
 EJ1609
 EJ1609                          STATION RECOVERY (1992)
 EJ1609
 EJ1609'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1641 ***********************************************************************
 EJ1641  DESIGNATION -  F 288
 EJ1641  PID         -  EJ1641
 EJ1641  STATE/COUNTY-  AR/JEFFERSON
 EJ1641  USGS QUAD   -  HARDIN (1984)
 EJ1641
 EJ1641                         *CURRENT SURVEY CONTROL
 EJ1641  ___________________________________________________________________
 EJ1641* NAD 83(1986)-  34 21 40.     (N)    092 09 23.     (W)     SCALED    
 EJ1641* NAVD 88     -       103.382  (meters)     339.18   (feet)  ADJUSTED  
 EJ1641  ___________________________________________________________________
 EJ1641  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1641  DYNAMIC HT  -         103.283 (meters)     338.85  (feet)  COMP
 EJ1641  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 EJ1641
 EJ1641  VERT ORDER  -  FIRST     CLASS II
 EJ1641
 EJ1641.The horizontal coordinates were scaled from a topographic map and have
 EJ1641.an estimated accuracy of +/- 6 seconds.
 EJ1641
 EJ1641.The orthometric height was determined by differential leveling
 EJ1641.and adjusted by the National Geodetic Survey in June 1991..
 EJ1641
 EJ1641.The geoid height was determined by GEOID03.
 EJ1641
 EJ1641.The dynamic height is computed by dividing the NAVD 88
 EJ1641.geopotential number by the normal gravity value computed on the
 EJ1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1641.degrees latitude (g = 980.6199 gals.).
 EJ1641
 EJ1641.The modeled gravity was interpolated from observed gravity values.
 EJ1641
 EJ1641;                    North         East    Units  Estimated Accuracy
 EJ1641;SPC AR S     -   587,950.      385,610.      MT  (+/- 180 meters Scaled)
 EJ1641
 EJ1641                          SUPERSEDED SURVEY CONTROL
 EJ1641
 EJ1641.No superseded survey control is available for this station.
 EJ1641
 EJ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU775025(NAD 83)
 EJ1641_MARKER: I = METAL ROD
 EJ1641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1641_SP_SET: STAINLESS STEEL ROD
 EJ1641_STAMPING: F 288 1984
 EJ1641_MARK LOGO: NGS   
 EJ1641_PROJECTION: FLUSH
 EJ1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1641_ROD/PIPE-DEPTH: 8.53 meters
 EJ1641
 EJ1641  HISTORY     - Date     Condition        Report By
 EJ1641  HISTORY     - 1984     MONUMENTED       NGS
 EJ1641  HISTORY     - 1988     GOOD             USPSQD
 EJ1641  HISTORY     - 1989     GOOD             USPSQD
 EJ1641  HISTORY     - 1990     GOOD             USPSQD
 EJ1641
 EJ1641                          STATION DESCRIPTION
 EJ1641
 EJ1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1641'2.7 KM (1.7 MI) SE FROM JEFFERSON.
 EJ1641'2.7 KM (1.7 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST OFFICE
 EJ1641'IN JEFFERSON, THE MARK IS NEAR THE NORTHWEST CORNER OF THE
 EJ1641'INTERSECTION OF WEST TRACY ROAD, 10.05 METERS (33.0 FT) SOUTHWEST OF
 EJ1641'THE CENTER LINE OF THE HIGHWAY, 9.14 METERS (30.0 FT) WEST OF THE
 EJ1641'CENTER OF THE ROAD, 6.7 METERS (22.0 FT) SOUTHEAST OF A GUY CABLE
 EJ1641'ANCHOR WITH TWO CABLES, 2.7 METERS (9.0 FT) NORTHWEST OF THE WEST
 EJ1641'TRACY ROAD SIGN, AND 0.6 METER (2.0 FT) NORTHWEST OF A POWER LINE
 EJ1641'POLE.
 EJ1641'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 EJ1641'THE MARK IS 0.15 M ABOVE HIGHWAY.
 EJ1641
 EJ1641                          STATION RECOVERY (1988)
 EJ1641
 EJ1641'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1641'RECOVERED IN GOOD CONDITION.
 EJ1641
 EJ1641                          STATION RECOVERY (1989)
 EJ1641
 EJ1641'RECOVERY NOTE BY US POWER SQUADRON 1989 (DAN)
 EJ1641'RECOVERED IN GOOD CONDITION.
 EJ1641
 EJ1641                          STATION RECOVERY (1990)
 EJ1641
 EJ1641'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2583 ***********************************************************************
 EH2583  DESIGNATION -  F 289
 EH2583  PID         -  EH2583
 EH2583  STATE/COUNTY-  AR/JEFFERSON
 EH2583  USGS QUAD   -  MOSCOW (1971)
 EH2583
 EH2583                         *CURRENT SURVEY CONTROL
 EH2583  ___________________________________________________________________
 EH2583* NAD 83(1986)-  34 10 48.     (N)    091 51 38.     (W)     SCALED    
 EH2583* NAVD 88     -        61.013  (meters)     200.17   (feet)  ADJUSTED  
 EH2583  ___________________________________________________________________
 EH2583  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH2583  DYNAMIC HT  -          60.954 (meters)     199.98  (feet)  COMP
 EH2583  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 EH2583
 EH2583  VERT ORDER  -  FIRST     CLASS II
 EH2583
 EH2583.The horizontal coordinates were scaled from a topographic map and have
 EH2583.an estimated accuracy of +/- 6 seconds.
 EH2583
 EH2583.The orthometric height was determined by differential leveling
 EH2583.and adjusted by the National Geodetic Survey in June 1991..
 EH2583
 EH2583.The geoid height was determined by GEOID03.
 EH2583
 EH2583.The dynamic height is computed by dividing the NAVD 88
 EH2583.geopotential number by the normal gravity value computed on the
 EH2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2583.degrees latitude (g = 980.6199 gals.).
 EH2583
 EH2583.The modeled gravity was interpolated from observed gravity values.
 EH2583
 EH2583;                    North         East    Units  Estimated Accuracy
 EH2583;SPC AR S     -   567,860.      412,850.      MT  (+/- 180 meters Scaled)
 EH2583
 EH2583                          SUPERSEDED SURVEY CONTROL
 EH2583
 EH2583.No superseded survey control is available for this station.
 EH2583
 EH2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT050827(NAD 83)
 EH2583_MARKER: I = METAL ROD
 EH2583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2583_SP_SET: STAINLESS STEEL ROD
 EH2583_STAMPING: F 289 1984
 EH2583_MARK LOGO: NGS   
 EH2583_PROJECTION: FLUSH
 EH2583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2583_ROD/PIPE-DEPTH: 10.8 meters
 EH2583
 EH2583  HISTORY     - Date     Condition        Report By
 EH2583  HISTORY     - 1984     MONUMENTED       NGS
 EH2583  HISTORY     - 1988     GOOD             USPSQD
 EH2583  HISTORY     - 1989     GOOD             USPSQD
 EH2583  HISTORY     - 1990     GOOD             USPSQD
 EH2583  HISTORY     - 1990     GOOD             USPSQD
 EH2583
 EH2583                          STATION DESCRIPTION
 EH2583
 EH2583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2583'7.4 KM (4.6 MI) NW FROM MOSCOW.
 EH2583'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2583'IN MOSCOW, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD, SET NEAR
 EH2583'THE NORTHWEST CORNER OF THE INTERSECTION, NEAR A SECURITY FENCE IN
 EH2583'FRONT OF BONNIES SPORTING GOODS STORE, 17.98 METERS (59.0 FT) NORTH OF
 EH2583'THE CENTER OF HIGHWAY 65, 16.45 METERS (54.0 FT) SOUTHWEST OF THE WEST
 EH2583'RAIL, 12.49 METERS (41.0 FT) WEST OF THE NORTHWEST CORNER OF A
 EH2583'RAILROAD SIGNAL CONTROL HOUSE, 0.79 METERS (2.6 FT) SOUTHEAST OF THE
 EH2583'LAST POLE ON THE EAST END OF THE SECURITY FENCE, AND 0.45 METERS
 EH2583'(1.5 FT) EAST OF A POWER LINE POLE WITH A TRANSFORMER.  NOTE, DRIVING
 EH2583'RATE OF ONE FOOT PER MINUTE EXCEEDED.
 EH2583'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 EH2583'THE MARK IS 0.90 M BELOW HIGHWAY 65.
 EH2583
 EH2583                          STATION RECOVERY (1988)
 EH2583
 EH2583'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2583'RECOVERED IN GOOD CONDITION.
 EH2583
 EH2583                          STATION RECOVERY (1989)
 EH2583
 EH2583'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2583'RECOVERED IN GOOD CONDITION.
 EH2583
 EH2583                          STATION RECOVERY (1990)
 EH2583
 EH2583'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EH2583'RECOVERED IN GOOD CONDITION.
 EH2583
 EH2583                          STATION RECOVERY (1990)
 EH2583
 EH2583'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2019 ***********************************************************************
 AB2019  DESIGNATION -  F 289 RESET
 AB2019  PID         -  AB2019
 AB2019  STATE/COUNTY-  AR/JEFFERSON
 AB2019  USGS QUAD   -  MOSCOW (1971)
 AB2019
 AB2019                         *CURRENT SURVEY CONTROL
 AB2019  ___________________________________________________________________
 AB2019* NAD 83(1986)-  34 10 48.     (N)    091 51 38.     (W)     SCALED    
 AB2019* NAVD 88     -        60.97   (meters)     200.0    (feet)  RESET     
 AB2019  ___________________________________________________________________
 AB2019  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AB2019
 AB2019  VERT ORDER  -  THIRD
 AB2019
 AB2019.The horizontal coordinates were scaled from a topographic map and have
 AB2019.an estimated accuracy of +/- 6 seconds.
 AB2019
 AB2019.The orthometric height was computed from unverified reset data.
 AB2019
 AB2019.The geoid height was determined by GEOID03.
 AB2019
 AB2019;                    North         East    Units  Estimated Accuracy
 AB2019;SPC AR S     -   567,860.      412,850.      MT  (+/- 180 meters Scaled)
 AB2019
 AB2019                          SUPERSEDED SURVEY CONTROL
 AB2019
 AB2019.No superseded survey control is available for this station.
 AB2019
 AB2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT050827(NAD 83)
 AB2019_MARKER: DD = SURVEY DISK
 AB2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2019_MARK LOGO: ARHD  
 AB2019_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2019+STABILITY: SURFACE MOTION
 AB2019
 AB2019  HISTORY     - Date     Condition        Report By
 AB2019  HISTORY     - 1996     MONUMENTED       ARHD
 AB2019
 AB2019                          STATION DESCRIPTION
 AB2019
 AB2019'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1996 (AF)
 AB2019'IN PINE BLUFF, LOCATED 3.90 MILES (6.28 KM) SOUTH OF HIGHWAY
 AB2019'INTERSECTION OF 425 WEST AND HIGHWAY 81 WITH US HIGHWAY 65.  162 FEET
 AB2019'(49.4 M) RIGHT OF ORIGINAL MARKER ON NORTH SIDE OF US HIGHWAY 65, AND
 AB2019'SET 1 FOOT (0.3 M) FROM POWER POLE. NOTE--NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0173 ***********************************************************************
 FH0173  DESIGNATION -  F 29
 FH0173  PID         -  FH0173
 FH0173  STATE/COUNTY-  AR/CRAWFORD
 FH0173  USGS QUAD   -  MULBERRY (1987)
 FH0173
 FH0173                         *CURRENT SURVEY CONTROL
 FH0173  ___________________________________________________________________
 FH0173* NAD 83(1986)-  35 29 37.     (N)    094 03 57.     (W)     SCALED    
 FH0173* NAVD 88     -       122.979  (meters)     403.47   (feet)  ADJUSTED  
 FH0173  ___________________________________________________________________
 FH0173  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FH0173  DYNAMIC HT  -         122.867 (meters)     403.11  (feet)  COMP
 FH0173  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FH0173
 FH0173  VERT ORDER  -  FIRST     CLASS II
 FH0173
 FH0173.The horizontal coordinates were scaled from a topographic map and have
 FH0173.an estimated accuracy of +/- 6 seconds.
 FH0173
 FH0173.The orthometric height was determined by differential leveling
 FH0173.and adjusted by the National Geodetic Survey in June 1991..
 FH0173
 FH0173.The geoid height was determined by GEOID03.
 FH0173
 FH0173.The dynamic height is computed by dividing the NAVD 88
 FH0173.geopotential number by the normal gravity value computed on the
 FH0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0173.degrees latitude (g = 980.6199 gals.).
 FH0173
 FH0173.The modeled gravity was interpolated from observed gravity values.
 FH0173
 FH0173;                    North         East    Units  Estimated Accuracy
 FH0173;SPC AR N     -   130,690.      212,580.      MT  (+/- 180 meters Scaled)
 FH0173
 FH0173                          SUPERSEDED SURVEY CONTROL
 FH0173
 FH0173  NGVD 29 (??/??/92)  122.916  (m)          403.27   (f) ADJ UNCH    1 2
 FH0173
 FH0173.Superseded values are not recommended for survey control.
 FH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0173.See file dsdata.txt to determine how the superseded data were derived.
 FH0173
 FH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV033283(NAD 83)
 FH0173_MARKER: DB = BENCH MARK DISK
 FH0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0173_STAMPING: 403.267 F 29 1932
 FH0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0173+STABILITY: SURFACE MOTION
 FH0173
 FH0173  HISTORY     - Date     Condition        Report By
 FH0173  HISTORY     - 1932     MONUMENTED       CGS
 FH0173  HISTORY     - 1959     GOOD             NGS
 FH0173  HISTORY     - 19841204 MARK NOT FOUND   USGS
 FH0173
 FH0173                          STATION DESCRIPTION
 FH0173
 FH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FH0173'0.8 MI W FROM MULBERRY.
 FH0173'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FH0173'MULBERRY, CRAWFORD COUNTY, ABOUT 19-3/4 POLES WEST OF MILEPOST
 FH0173'480, AT A ROAD CROSSING, ABOUT 160 FEET NORTH OF A WHITE HOUSE
 FH0173'ON A HILL, AT THE BEGINNING OF A CUT, ABOUT 50 FEET NORTH OF A
 FH0173'ROAD PARALLELING THE TRACK, AND 30 FEET SOUTH OF THE TRACK.
 FH0173'A STANDARD DISK, STAMPED 403.267 F 29 1932 AND SET IN THE TOP
 FH0173'OF A CONCRETE POST.  NOTE-- 65 FT W OF A SMALL ROAD CROSSING.
 FH0173
 FH0173                          STATION RECOVERY (1959)
 FH0173
 FH0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0173'RECOVERED IN GOOD CONDITION.
 FH0173
 FH0173                          STATION RECOVERY (1984)
 FH0173
 FH0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (WEK)
 FH0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1663 ***********************************************************************
 EJ1663  DESIGNATION -  F 290
 EJ1663  PID         -  EJ1663
 EJ1663  STATE/COUNTY-  AR/PULASKI
 EJ1663  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1663
 EJ1663                         *CURRENT SURVEY CONTROL
 EJ1663  ___________________________________________________________________
 EJ1663* NAD 83(1986)-  34 47 30.     (N)    092 17 10.     (W)     SCALED    
 EJ1663* NAVD 88     -        82.085  (meters)     269.31   (feet)  ADJUSTED  
 EJ1663  ___________________________________________________________________
 EJ1663  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EJ1663  DYNAMIC HT  -          82.009 (meters)     269.06  (feet)  COMP
 EJ1663  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 EJ1663
 EJ1663  VERT ORDER  -  FIRST     CLASS II
 EJ1663
 EJ1663.The horizontal coordinates were scaled from a topographic map and have
 EJ1663.an estimated accuracy of +/- 6 seconds.
 EJ1663
 EJ1663.The orthometric height was determined by differential leveling
 EJ1663.and adjusted by the National Geodetic Survey in June 1991..
 EJ1663
 EJ1663.The geoid height was determined by GEOID03.
 EJ1663
 EJ1663.The dynamic height is computed by dividing the NAVD 88
 EJ1663.geopotential number by the normal gravity value computed on the
 EJ1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1663.degrees latitude (g = 980.6199 gals.).
 EJ1663
 EJ1663.The modeled gravity was interpolated from observed gravity values.
 EJ1663
 EJ1663;                    North         East    Units  Estimated Accuracy
 EJ1663;SPC AR S     -   635,730.      373,820.      MT  (+/- 180 meters Scaled)
 EJ1663
 EJ1663                          SUPERSEDED SURVEY CONTROL
 EJ1663
 EJ1663  NGVD 29 (06/07/95)   82.143  (m)          269.50   (f) ADJUSTED    1 2
 EJ1663
 EJ1663.Superseded values are not recommended for survey control.
 EJ1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1663.See file dsdata.txt to determine how the superseded data were derived.
 EJ1663
 EJ1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU653501(NAD 83)
 EJ1663_MARKER: I = METAL ROD
 EJ1663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1663+WITH SETTING: INFORMATION.
 EJ1663_SP_SET: SHALLOW SET METAL ROD
 EJ1663_STAMPING: F 290 1984
 EJ1663_MARK LOGO: NGS   
 EJ1663_PROJECTION: RECESSED 5 CENTIMETERS
 EJ1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1663_ROD/PIPE-DEPTH: 1.22 meters
 EJ1663
 EJ1663  HISTORY     - Date     Condition        Report By
 EJ1663  HISTORY     - 1984     MONUMENTED       NGS
 EJ1663  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ1663  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ1663  HISTORY     - 1989     GOOD             USPSQD
 EJ1663
 EJ1663                          STATION DESCRIPTION
 EJ1663
 EJ1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1663'IN NORTH LITTLE ROCK.
 EJ1663'IN NORTH LITTLE ROCK, SET IN THE FRONT LAWN OF THE FRIST AMERICAN
 EJ1663'NATIONAL BANK, 0.8 KM (0.5 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM
 EJ1663'THE INTERSTATE 40 OVERPASS TO THE MARK ON THE LEFT, 18.62 METERS
 EJ1663'(61.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANE HIGHWAY,
 EJ1663'16.00 METERS (52.5 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 EJ1663'BRICK BUILDING (AT PRESENT THE FIRST AMERICAN NATIONAL BANK),
 EJ1663'9.97 METERS (32.7 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 EJ1663'NORTHWEST ENTRANCE TO THE BANK, 7.47 METERS (24.5 FT) NORTHWEST OF THE
 EJ1663'APPROXIMATE CENTER OF THE SOUTHEAST ENTRANCE TO THE BANK, AND
 EJ1663'0.64 METERS (2.1 FT) NORTHEAST OF THE NORTHEAST FACE OF THE SQUARE
 EJ1663'BRACEPOST FOR THE BANK SIGN.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EJ1663'THE MARK IS 0.61 M ABOVE HIGHWAY.
 EJ1663
 EJ1663                          STATION RECOVERY (1988)
 EJ1663
 EJ1663'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1663'MARK NOT FOUND.
 EJ1663
 EJ1663                          STATION RECOVERY (1988)
 EJ1663
 EJ1663'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 EJ1663'MARK NOT FOUND.
 EJ1663
 EJ1663                          STATION RECOVERY (1989)
 EJ1663
 EJ1663'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1544 ***********************************************************************
 FG1544  DESIGNATION -  F 291
 FG1544  PID         -  FG1544
 FG1544  STATE/COUNTY-  AR/FAULKNER
 FG1544  USGS QUAD   -  CONWAY (1994)
 FG1544
 FG1544                         *CURRENT SURVEY CONTROL
 FG1544  ___________________________________________________________________
 FG1544* NAD 83(1986)-  35 06 49.     (N)    092 29 25.     (W)     SCALED    
 FG1544* NAVD 88     -       110.152  (meters)     361.39   (feet)  ADJUSTED  
 FG1544  ___________________________________________________________________
 FG1544  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG1544  DYNAMIC HT  -         110.049 (meters)     361.05  (feet)  COMP
 FG1544  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 FG1544
 FG1544  VERT ORDER  -  FIRST     CLASS II
 FG1544
 FG1544.The horizontal coordinates were scaled from a topographic map and have
 FG1544.an estimated accuracy of +/- 6 seconds.
 FG1544
 FG1544.The orthometric height was determined by differential leveling
 FG1544.and adjusted by the National Geodetic Survey in June 1991..
 FG1544
 FG1544.The geoid height was determined by GEOID03.
 FG1544
 FG1544.The dynamic height is computed by dividing the NAVD 88
 FG1544.geopotential number by the normal gravity value computed on the
 FG1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1544.degrees latitude (g = 980.6199 gals.).
 FG1544
 FG1544.The modeled gravity was interpolated from observed gravity values.
 FG1544
 FG1544;                    North         East    Units  Estimated Accuracy
 FG1544;SPC AR N     -    86,680.      355,310.      MT  (+/- 180 meters Scaled)
 FG1544
 FG1544                          SUPERSEDED SURVEY CONTROL
 FG1544
 FG1544  NGVD 29 (06/07/95)  110.183  (m)          361.49   (f) ADJUSTED    1 2
 FG1544
 FG1544.Superseded values are not recommended for survey control.
 FG1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1544.See file dsdata.txt to determine how the superseded data were derived.
 FG1544
 FG1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU464857(NAD 83)
 FG1544_MARKER: I = METAL ROD
 FG1544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1544_SP_SET: STAINLESS STEEL ROD
 FG1544_STAMPING: F 291 1984
 FG1544_MARK LOGO: NGS   
 FG1544_PROJECTION: RECESSED 2 CENTIMETERS
 FG1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1544_ROD/PIPE-DEPTH: 3.05 meters
 FG1544
 FG1544  HISTORY     - Date     Condition        Report By
 FG1544  HISTORY     - 1984     MONUMENTED       NGS
 FG1544  HISTORY     - 1988     GOOD             USPSQD
 FG1544  HISTORY     - 1989     GOOD             USPSQD
 FG1544  HISTORY     - 1989     GOOD             USPSQD
 FG1544
 FG1544                          STATION DESCRIPTION
 FG1544
 FG1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1544'7.3 KM (4.55 MI) NW FROM CONWAY.
 FG1544'1.0 KM (0.65 MI) NORTH-NORTHWEST ALONG FRONT STREET FROM THE POST
 FG1544'OFFICE IN CONWAY, THENCE 0.1 KM (0.05 MI) WEST ALONG INDEPENDENCE
 FG1544'STREET, THENCE 1.7 KM (1.05 MI) NORTH ALONG WASHINGTON STREET, THENCE
 FG1544'4.5 KM (2.8 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE
 FG1544'RIGHT, 19.26 METERS (63.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 FG1544'HIGHWAY, 14.36 METERS (47.1 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 FG1544'OF A SMALL CINDER BLOCK HOUSE, 13.53 METERS (44.4 FT) WEST-NORTHWEST
 FG1544'OF A GAS METER, 3.75 METERS (12.3 FT) WEST OF THE SOUTHEAST CORNER OF
 FG1544'A CHAIN LINK FENCE AROUND THE HOUSE, AND 0.34 METERS (1.1 FT)
 FG1544'SOUTH-SOUTHEAST OF A CHAIN LINK FENCE.
 FG1544'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 FG1544'THE MARK IS 1.22 M BELOW HIGHWAY.
 FG1544
 FG1544                          STATION RECOVERY (1988)
 FG1544
 FG1544'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1544'RECOVERED IN GOOD CONDITION.
 FG1544
 FG1544                          STATION RECOVERY (1989)
 FG1544
 FG1544'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1544'RECOVERED IN GOOD CONDITION.
 FG1544
 FG1544                          STATION RECOVERY (1989)
 FG1544
 FG1544'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1729 ***********************************************************************
 DK1729  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1729  DESIGNATION -  F 292
 DK1729  PID         -  DK1729
 DK1729  STATE/COUNTY-  AR/LINCOLN
 DK1729  USGS QUAD   -  GOULD (1964)
 DK1729
 DK1729                         *CURRENT SURVEY CONTROL
 DK1729  ___________________________________________________________________
 DK1729* NAD 83(1997)-  33 58 10.38944(N)    091 32 56.70355(W)     ADJUSTED  
 DK1729* NAVD 88     -        49.25   (meters)     161.6    (feet)  GPS OBS   
 DK1729  ___________________________________________________________________
 DK1729  X           -    -143,145.942 (meters)                     COMP
 DK1729  Y           -  -5,293,230.161 (meters)                     COMP
 DK1729  Z           -   3,543,659.116 (meters)                     COMP
 DK1729  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DK1729  ELLIP HEIGHT-          23.18  (meters)          (04/05/04) GPS OBS
 DK1729  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK1729
 DK1729  HORZ ORDER  -  B
 DK1729  ELLP ORDER  -  FOURTH    CLASS I
 DK1729
 DK1729.The horizontal coordinates were established by GPS observations
 DK1729.and adjusted by the National Geodetic Survey in April 2004..
 DK1729
 DK1729.The orthometric height was determined by GPS observations and a
 DK1729.high-resolution geoid model using precise GPS observation and
 DK1729.processing techniques. It supersedes the leveled height previously
 DK1729.determined for this station.
 DK1729
 DK1729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1729
 DK1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1729
 DK1729.The ellipsoidal height was determined by GPS observations
 DK1729.and is referenced to NAD 83.
 DK1729
 DK1729.The geoid height was determined by GEOID03.
 DK1729
 DK1729;                    North         East     Units Scale Factor Converg.
 DK1729;SPC AR S     -   544,597.548   441,669.100   MT  0.99991911   +0 15 08.5
 DK1729;SPC AR S     - 1,786,733.79  1,449,042.71   sFT  0.99991911   +0 15 08.5
 DK1729;UTM  15      - 3,759,728.472   634,042.130   MT  0.99982149   +0 48 39.0
 DK1729
 DK1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1729!SPC AR S     -   0.99999636  x   0.99991911  =   0.99991547
 DK1729!UTM  15      -   0.99999636  x   0.99982149  =   0.99981785
 DK1729
 DK1729                          SUPERSEDED SURVEY CONTROL
 DK1729
 DK1729  NAVD 88 (06/15/91)   49.153  (m)          161.26   (f) ADJUSTED    1 2
 DK1729
 DK1729.Superseded values are not recommended for survey control.
 DK1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1729.See file dsdata.txt to determine how the superseded data were derived.
 DK1729
 DK1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3404259728(NAD 83)
 DK1729_MARKER: I = METAL ROD
 DK1729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK1729_SP_SET: STAINLESS STEEL ROD
 DK1729_STAMPING: F 292 1984
 DK1729_MARK LOGO: NGS   
 DK1729_PROJECTION: FLUSH
 DK1729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1729+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 DK1729_ROD/PIPE-DEPTH: 20.7 meters
 DK1729
 DK1729  HISTORY     - Date     Condition        Report By
 DK1729  HISTORY     - 1984     MONUMENTED       NGS
 DK1729  HISTORY     - 1988     GOOD             USPSQD
 DK1729  HISTORY     - 1989     GOOD             USPSQD
 DK1729  HISTORY     - 1990     GOOD             USPSQD
 DK1729  HISTORY     - 20020405 GOOD             USACE
 DK1729
 DK1729                          STATION DESCRIPTION
 DK1729
 DK1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1729'2.2 KM (1.4 MI) SE FROM GOULD.
 DK1729'2.2 KM (1.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE JUNCTION OF
 DK1729'STATE HIGHWAY 114 EAST IN GOULD, AT THE UNION GROVE CHURCH,
 DK1729'24.23 METERS (79.5 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DK1729'37.18 METERS (122.0 FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE
 DK1729'FRONT OF THE CHURCH, 3.65 METERS (12.0 FT) SOUTHEAST OF THE CENTER OF
 DK1729'THE DRIVEWAY ENTRANCE TO THE CHURCH, 39.01 METERS (128.0 FT) SOUTHWEST
 DK1729'OF AN IRRIGATION WELL NUMBER 5, 25.54 METERS (83.8 FT) NORTHWEST OF A
 DK1729'POWER LINE POLE WITH ONE TRANSFORMER, 0.76 METERS (2.5 FT) SOUTHWEST
 DK1729'OF A POWER LINE POLE WITH TWO TRANSFORMERS, AND 4.17 METERS (13.7 FT)
 DK1729'NORTHEAST OF A GUY CABLE ANCHOR TO POWER LINE POLE WITH TWO
 DK1729'TRANSFORMERS.  NOTE, ROD ANCHORED AT THIS DEPTH.
 DK1729'THE MARK IS 4.17 METERS  NE FROM A WITNESS POST.
 DK1729'THE MARK IS 0.76 M BELOW HIGHWAY.
 DK1729
 DK1729                          STATION RECOVERY (1988)
 DK1729
 DK1729'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1729'RECOVERED IN GOOD CONDITION.
 DK1729
 DK1729                          STATION RECOVERY (1989)
 DK1729
 DK1729'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1729'RECOVERED IN GOOD CONDITION.
 DK1729
 DK1729                          STATION RECOVERY (1990)
 DK1729
 DK1729'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1729'RECOVERED IN GOOD CONDITION.
 DK1729
 DK1729                          STATION RECOVERY (2002)
 DK1729
 DK1729'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1568 ***********************************************************************
 FG1568  DESIGNATION -  F 293
 FG1568  PID         -  FG1568
 FG1568  STATE/COUNTY-  AR/POPE
 FG1568  USGS QUAD   -  MORRILTON WEST (1991)
 FG1568
 FG1568                         *CURRENT SURVEY CONTROL
 FG1568  ___________________________________________________________________
 FG1568* NAD 83(1986)-  35 14 12.     (N)    092 51 43.     (W)     SCALED    
 FG1568* NAVD 88     -        99.409  (meters)     326.14   (feet)  ADJUSTED  
 FG1568  ___________________________________________________________________
 FG1568  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FG1568  DYNAMIC HT  -          99.316 (meters)     325.84  (feet)  COMP
 FG1568  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FG1568
 FG1568  VERT ORDER  -  FIRST     CLASS II
 FG1568
 FG1568.The horizontal coordinates were scaled from a topographic map and have
 FG1568.an estimated accuracy of +/- 6 seconds.
 FG1568
 FG1568.The orthometric height was determined by differential leveling
 FG1568.and adjusted by the National Geodetic Survey in June 1991..
 FG1568
 FG1568.The geoid height was determined by GEOID03.
 FG1568
 FG1568.The dynamic height is computed by dividing the NAVD 88
 FG1568.geopotential number by the normal gravity value computed on the
 FG1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1568.degrees latitude (g = 980.6199 gals.).
 FG1568
 FG1568.The modeled gravity was interpolated from observed gravity values.
 FG1568
 FG1568;                    North         East    Units  Estimated Accuracy
 FG1568;SPC AR N     -   100,560.      321,550.      MT  (+/- 180 meters Scaled)
 FG1568
 FG1568                          SUPERSEDED SURVEY CONTROL
 FG1568
 FG1568.No superseded survey control is available for this station.
 FG1568
 FG1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU125992(NAD 83)
 FG1568_MARKER: I = METAL ROD
 FG1568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1568_SP_SET: STAINLESS STEEL ROD
 FG1568_STAMPING: F 293 1984
 FG1568_MARK LOGO: NGS   
 FG1568_PROJECTION: RECESSED 8 CENTIMETERS
 FG1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1568_ROD/PIPE-DEPTH: 9.75 meters
 FG1568
 FG1568  HISTORY     - Date     Condition        Report By
 FG1568  HISTORY     - 1984     MONUMENTED       NGS
 FG1568  HISTORY     - 1987     GOOD             USPSQD
 FG1568  HISTORY     - 1988     GOOD             USPSQD
 FG1568  HISTORY     - 1989     GOOD             USPSQD
 FG1568  HISTORY     - 1989     GOOD             USPSQD
 FG1568
 FG1568                          STATION DESCRIPTION
 FG1568
 FG1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1568'14.7 KM (9.1 MI) NW FROM MORRILTON.
 FG1568'0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 FG1568'MORRILTON, THENCE 14.6 KM (9.05 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO
 FG1568'THE MARK ON THE RIGHT, ALSO 0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE
 FG1568'FROM THE POST OFFICE IN ATKINS, THENCE 7.0 KM (4.35 MI) EAST ALONG
 FG1568'U.S. HIGHWAY 64 TO THE MARK ON THE LEFT, 15.67 METERS (51.4 FT)
 FG1568'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 37.64 METERS (123.5 FT)
 FG1568'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE ATTACHED TO A 0NE
 FG1568'LEVEL WOODEN HOUSE, 9.11 METERS (29.9 FT) SOUTHEAST OF THE APPROXIMATE
 FG1568'CENTER OF THE DRIVEWAY TO THE HOUSE, 1.25 METERS (4.1 FT) SOUTHEAST OF
 FG1568'THE CORNER POST OF A WIRE MESH FENCE, AND 0.67 METERS (2.2 FT)
 FG1568'SOUTHWEST OF A WIRE MESH FENCE.
 FG1568'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 FG1568'THE MARK IS 0.30 M BELOW HIGHWAY.
 FG1568
 FG1568                          STATION RECOVERY (1987)
 FG1568
 FG1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1568'RECOVERED IN GOOD CONDITION.
 FG1568
 FG1568                          STATION RECOVERY (1988)
 FG1568
 FG1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1568'RECOVERED IN GOOD CONDITION.
 FG1568
 FG1568                          STATION RECOVERY (1989)
 FG1568
 FG1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1568'RECOVERED IN GOOD CONDITION.
 FG1568
 FG1568                          STATION RECOVERY (1989)
 FG1568
 FG1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1605 ***********************************************************************
 FG1605  DESIGNATION -  F 294
 FG1605  PID         -  FG1605
 FG1605  STATE/COUNTY-  AR/JOHNSON
 FG1605  USGS QUAD   -  DELAWARE (1993)
 FG1605
 FG1605                         *CURRENT SURVEY CONTROL
 FG1605  ___________________________________________________________________
 FG1605* NAD 83(1986)-  35 21 18.     (N)    093 20 29.     (W)     SCALED    
 FG1605* NAVD 88     -       105.819  (meters)     347.17   (feet)  ADJUSTED  
 FG1605  ___________________________________________________________________
 FG1605  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FG1605  DYNAMIC HT  -         105.720 (meters)     346.85  (feet)  COMP
 FG1605  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FG1605
 FG1605  VERT ORDER  -  FIRST     CLASS II
 FG1605
 FG1605.The horizontal coordinates were scaled from a topographic map and have
 FG1605.an estimated accuracy of +/- 6 seconds.
 FG1605
 FG1605.The orthometric height was determined by differential leveling
 FG1605.and adjusted by the National Geodetic Survey in June 1991..
 FG1605
 FG1605.The geoid height was determined by GEOID03.
 FG1605
 FG1605.The dynamic height is computed by dividing the NAVD 88
 FG1605.geopotential number by the normal gravity value computed on the
 FG1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1605.degrees latitude (g = 980.6199 gals.).
 FG1605
 FG1605.The modeled gravity was interpolated from observed gravity values.
 FG1605
 FG1605;                    North         East    Units  Estimated Accuracy
 FG1605;SPC AR N     -   114,180.      278,090.      MT  (+/- 180 meters Scaled)
 FG1605
 FG1605                          SUPERSEDED SURVEY CONTROL
 FG1605
 FG1605.No superseded survey control is available for this station.
 FG1605
 FG1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV689124(NAD 83)
 FG1605_MARKER: I = METAL ROD
 FG1605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1605+WITH SETTING: INFORMATION.
 FG1605_SP_SET: SHALLOW SET METAL ROD
 FG1605_STAMPING: F 294 1984
 FG1605_MARK LOGO: NGS   
 FG1605_PROJECTION: FLUSH
 FG1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1605_ROD/PIPE-DEPTH: 1.03 meters
 FG1605
 FG1605  HISTORY     - Date     Condition        Report By
 FG1605  HISTORY     - 1984     MONUMENTED       NGS
 FG1605  HISTORY     - 1987     GOOD             USPSQD
 FG1605  HISTORY     - 1987     GOOD             USPSQD
 FG1605  HISTORY     - 1988     GOOD             USPSQD
 FG1605  HISTORY     - 1989     GOOD             USPSQD
 FG1605  HISTORY     - 1990     GOOD             USPSQD
 FG1605
 FG1605                          STATION DESCRIPTION
 FG1605
 FG1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1605'3.4 KM (2.15 MI) SE FROM KNOXVILLE.
 FG1605'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 315 FROM THE POST OFFICE IN
 FG1605'KNOXVILLE, THENCE 3.4 KM (2.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 64 AT A
 FG1605'GRAVELED PRIVATE DRIVE LEADING NORTHEAST TO MR. W. FAST FARM HOME,
 FG1605'19.96 METERS (65.5 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY 64,
 FG1605'8.53 METERS (28.0 FT) NORTHWEST OF THE CENTER  OF THE GRAVEL DRIVEWAY
 FG1605'NORTH, 32.91 METERS (108.0 FT) EAST OF THE CENTER OF THE NORTHEAST END
 FG1605'OF A CONCRETE CULVERT UNDER HIGHWAY 64, 0.3 METER (1.0 FT) SOUTHWEST
 FG1605'OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH IN
 FG1605'ROCK.
 FG1605'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FG1605'THE MARK IS 0.3 M ABOVE HIGHWAY.
 FG1605
 FG1605                          STATION RECOVERY (1987)
 FG1605
 FG1605'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1605'RECOVERED IN GOOD CONDITION.
 FG1605
 FG1605                          STATION RECOVERY (1987)
 FG1605
 FG1605'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1605'RECOVERED IN GOOD CONDITION.
 FG1605
 FG1605                          STATION RECOVERY (1988)
 FG1605
 FG1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1605'RECOVERED IN GOOD CONDITION.
 FG1605
 FG1605                          STATION RECOVERY (1989)
 FG1605
 FG1605'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1605'RECOVERED IN GOOD CONDITION.
 FG1605
 FG1605                          STATION RECOVERY (1990)
 FG1605
 FG1605'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1657 ***********************************************************************
 FG1657  DESIGNATION -  F 295
 FG1657  PID         -  FG1657
 FG1657  STATE/COUNTY-  AR/FRANKLIN
 FG1657  USGS QUAD   -  CECIL (1993)
 FG1657
 FG1657                         *CURRENT SURVEY CONTROL
 FG1657  ___________________________________________________________________
 FG1657* NAD 83(1986)-  35 26 22.     (N)    093 58 16.     (W)     SCALED    
 FG1657* NAVD 88     -       249.790  (meters)     819.52   (feet)  ADJUSTED  
 FG1657  ___________________________________________________________________
 FG1657  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FG1657  DYNAMIC HT  -         249.557 (meters)     818.75  (feet)  COMP
 FG1657  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FG1657
 FG1657  VERT ORDER  -  FIRST     CLASS II
 FG1657
 FG1657.The horizontal coordinates were scaled from a topographic map and have
 FG1657.an estimated accuracy of +/- 6 seconds.
 FG1657
 FG1657.The orthometric height was determined by differential leveling
 FG1657.and adjusted by the National Geodetic Survey in June 1991..
 FG1657
 FG1657.The geoid height was determined by GEOID03.
 FG1657
 FG1657.The dynamic height is computed by dividing the NAVD 88
 FG1657.geopotential number by the normal gravity value computed on the
 FG1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1657.degrees latitude (g = 980.6199 gals.).
 FG1657
 FG1657.The modeled gravity was interpolated from observed gravity values.
 FG1657
 FG1657;                    North         East    Units  Estimated Accuracy
 FG1657;SPC AR N     -   124,510.      221,050.      MT  (+/- 180 meters Scaled)
 FG1657
 FG1657                          SUPERSEDED SURVEY CONTROL
 FG1657
 FG1657.No superseded survey control is available for this station.
 FG1657
 FG1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV118222(NAD 83)
 FG1657_MARKER: DB = BENCH MARK DISK
 FG1657_SETTING: 66 = SET IN ROCK OUTCROP
 FG1657_SP_SET: ROCK OUTCROP
 FG1657_STAMPING: F 295 1984
 FG1657_MARK LOGO: NGS   
 FG1657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1657+STABILITY: POSITION/ELEVATION WELL
 FG1657
 FG1657  HISTORY     - Date     Condition        Report By
 FG1657  HISTORY     - 1984     MONUMENTED       NGS
 FG1657  HISTORY     - 1987     GOOD             USPSQD
 FG1657  HISTORY     - 1988     GOOD             USPSQD
 FG1657  HISTORY     - 1989     GOOD             USPSQD
 FG1657  HISTORY     - 1990     GOOD             USPSQD
 FG1657
 FG1657                          STATION DESCRIPTION
 FG1657
 FG1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1657'3.1 KM (1.95 MI) WEST FROM CECIL.
 FG1657'3.1 KM (1.95 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FG1657'CECIL, TO THE MARK ON THE RIGHT, A DISK SET IN AN OUTCROP OF BEDROCK,
 FG1657'8.72 METERS (28.6 FT) NORTH OF THE CENTERLINE OF HIGHWAY 96, AND
 FG1657'2.41 METERS (7.9 FT) SOUTH OF A BARBWIRE FENCE.
 FG1657'THE MARK IS 1.22 METERS  ESE FROM A WITNESS POST.
 FG1657'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FG1657
 FG1657                          STATION RECOVERY (1987)
 FG1657
 FG1657'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1657'RECOVERED IN GOOD CONDITION.
 FG1657
 FG1657                          STATION RECOVERY (1988)
 FG1657
 FG1657'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1657'RECOVERED IN GOOD CONDITION.
 FG1657
 FG1657                          STATION RECOVERY (1989)
 FG1657
 FG1657'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1657'RECOVERED IN GOOD CONDITION.
 FG1657
 FG1657                          STATION RECOVERY (1990)
 FG1657
 FG1657'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1633 ***********************************************************************
 FG1633  DESIGNATION -  F 296
 FG1633  PID         -  FG1633
 FG1633  STATE/COUNTY-  AR/JOHNSON
 FG1633  USGS QUAD   -  COAL HILL (1993)
 FG1633
 FG1633                         *CURRENT SURVEY CONTROL
 FG1633  ___________________________________________________________________
 FG1633* NAD 83(1986)-  35 26 16.     (N)    093 40 57.     (W)     SCALED    
 FG1633* NAVD 88     -       151.677  (meters)     497.63   (feet)  ADJUSTED  
 FG1633  ___________________________________________________________________
 FG1633  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1633  DYNAMIC HT  -         151.536 (meters)     497.16  (feet)  COMP
 FG1633  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FG1633
 FG1633  VERT ORDER  -  FIRST     CLASS II
 FG1633
 FG1633.The horizontal coordinates were scaled from a topographic map and have
 FG1633.an estimated accuracy of +/- 6 seconds.
 FG1633
 FG1633.The orthometric height was determined by differential leveling
 FG1633.and adjusted by the National Geodetic Survey in June 1991..
 FG1633
 FG1633.The geoid height was determined by GEOID03.
 FG1633
 FG1633.The dynamic height is computed by dividing the NAVD 88
 FG1633.geopotential number by the normal gravity value computed on the
 FG1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1633.degrees latitude (g = 980.6199 gals.).
 FG1633
 FG1633.The modeled gravity was interpolated from observed gravity values.
 FG1633
 FG1633;                    North         East    Units  Estimated Accuracy
 FG1633;SPC AR N     -   123,830.      247,250.      MT  (+/- 180 meters Scaled)
 FG1633
 FG1633                          SUPERSEDED SURVEY CONTROL
 FG1633
 FG1633.No superseded survey control is available for this station.
 FG1633
 FG1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV380218(NAD 83)
 FG1633_MARKER: I = METAL ROD
 FG1633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1633_SP_SET: STAINLESS STEEL ROD
 FG1633_STAMPING: F 296 1984
 FG1633_MARK LOGO: NGS   
 FG1633_PROJECTION: FLUSH
 FG1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1633_ROD/PIPE-DEPTH: 3.41 meters
 FG1633
 FG1633  HISTORY     - Date     Condition        Report By
 FG1633  HISTORY     - 1984     MONUMENTED       NGS
 FG1633  HISTORY     - 1987     GOOD             USPSQD
 FG1633  HISTORY     - 1988     GOOD             USPSQD
 FG1633  HISTORY     - 1989     GOOD             USPSQD
 FG1633  HISTORY     - 1989     GOOD             USPSQD
 FG1633
 FG1633                          STATION DESCRIPTION
 FG1633
 FG1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1633'0.9 KM (0.55 MI) WEST FROM COAL HILL.
 FG1633'0.9 KM (0.55 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1633'COAL HILL, AT A POWERLINE POLE NUMBER 900 48 WHICH IS 0.3 METER
 FG1633'(1.0 FT) NORTH OF AN OLD WOOD BARN, 11.88 METERS (39.0 FT) SOUTH OF
 FG1633'THE CENTERLINE OF HIGHWAY 64, 8.99 METERS (29.5 FT) WEST OF THE
 FG1633'NORTHEAST CORNER OF THE BARN, 1.28 METERS (4.2 FT) EAST OF THE
 FG1633'NORTHWEST CORNER OF THE BARN, 0.33 METERS (1.1 FT) NORTH OF THE NORTH
 FG1633'FACE OF THE BARN, AND 0.91 METERS (3.0 FT) WEST OF POWERLINE POLE
 FG1633'NUMBER 900 48.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS
 FG1633'DEPTH.
 FG1633'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1633
 FG1633                          STATION RECOVERY (1987)
 FG1633
 FG1633'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1633'RECOVERED IN GOOD CONDITION.
 FG1633
 FG1633                          STATION RECOVERY (1988)
 FG1633
 FG1633'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1633'RECOVERED IN GOOD CONDITION.
 FG1633
 FG1633                          STATION RECOVERY (1989)
 FG1633
 FG1633'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1633'RECOVERED IN GOOD CONDITION.
 FG1633
 FG1633                          STATION RECOVERY (1989)
 FG1633
 FG1633'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0788 ***********************************************************************
 FH0788  DESIGNATION -  F 297
 FH0788  PID         -  FH0788
 FH0788  STATE/COUNTY-  AR/SEBASTIAN
 FH0788  USGS QUAD   -  LAVACA (1997)
 FH0788
 FH0788                         *CURRENT SURVEY CONTROL
 FH0788  ___________________________________________________________________
 FH0788* NAD 83(1986)-  35 20 10.     (N)    094 11 18.     (W)     SCALED    
 FH0788* NAVD 88     -       130.624  (meters)     428.56   (feet)  ADJUSTED  
 FH0788  ___________________________________________________________________
 FH0788  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FH0788  DYNAMIC HT  -         130.501 (meters)     428.15  (feet)  COMP
 FH0788  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FH0788
 FH0788  VERT ORDER  -  FIRST     CLASS II
 FH0788
 FH0788.The horizontal coordinates were scaled from a topographic map and have
 FH0788.an estimated accuracy of +/- 6 seconds.
 FH0788
 FH0788.The orthometric height was determined by differential leveling
 FH0788.and adjusted by the National Geodetic Survey in June 1991..
 FH0788
 FH0788.The geoid height was determined by GEOID03.
 FH0788
 FH0788.The dynamic height is computed by dividing the NAVD 88
 FH0788.geopotential number by the normal gravity value computed on the
 FH0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0788.degrees latitude (g = 980.6199 gals.).
 FH0788
 FH0788.The modeled gravity was interpolated from observed gravity values.
 FH0788
 FH0788;                    North         East    Units  Estimated Accuracy
 FH0788;SPC AR N     -   113,460.      201,080.      MT  (+/- 180 meters Scaled)
 FH0788
 FH0788                          SUPERSEDED SURVEY CONTROL
 FH0788
 FH0788.No superseded survey control is available for this station.
 FH0788
 FH0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV920109(NAD 83)
 FH0788_MARKER: I = METAL ROD
 FH0788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0788_SP_SET: STAINLESS STEEL ROD
 FH0788_STAMPING: F 297 1984
 FH0788_MARK LOGO: NGS   
 FH0788_PROJECTION: RECESSED 8 CENTIMETERS
 FH0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0788_ROD/PIPE-DEPTH: 4.27 meters
 FH0788
 FH0788  HISTORY     - Date     Condition        Report By
 FH0788  HISTORY     - 1984     MONUMENTED       NGS
 FH0788  HISTORY     - 1988     GOOD             USPSQD
 FH0788  HISTORY     - 1989     GOOD             USPSQD
 FH0788  HISTORY     - 1990     GOOD             USPSQD
 FH0788
 FH0788                          STATION DESCRIPTION
 FH0788
 FH0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0788'1.3 KM (0.8 MI) WEST FROM LAVACA.
 FH0788'0.5 KM (0.3 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0788'LAVACA, THENCE 0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 255 TO THE
 FH0788'MARK ON THE LEFT, 11.58 METERS (38.0 FT) SOUTH OF THE CENTERLINE OF
 FH0788'HIGHWAY 96, 4.54 METERS (14.9 FT) SOUTH-SOUTHEAST OF THE END OF A
 FH0788'CULVERT FOR A FIELD, 3.17 METERS (10.4 FT) SOUTH OF A POWERLINE POLE,
 FH0788'0.46 METERS (1.5 FT) NORTH OF A FENCE, AND 0.30 METERS (1.0 FT) WEST
 FH0788'OF A NORTH-SOUTH PROPERTY FENCE.
 FH0788'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 FH0788'THE MARK IS ABOVE LEVEL WITH HIGHWAY 255.
 FH0788
 FH0788                          STATION RECOVERY (1988)
 FH0788
 FH0788'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0788'RECOVERED IN GOOD CONDITION.
 FH0788
 FH0788                          STATION RECOVERY (1989)
 FH0788
 FH0788'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0788'RECOVERED IN GOOD CONDITION.
 FH0788
 FH0788                          STATION RECOVERY (1990)
 FH0788
 FH0788'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0811 ***********************************************************************
 FH0811  DESIGNATION -  F 298
 FH0811  PID         -  FH0811
 FH0811  STATE/COUNTY-  AR/SEBASTIAN
 FH0811  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0811
 FH0811                         *CURRENT SURVEY CONTROL
 FH0811  ___________________________________________________________________
 FH0811* NAD 83(1986)-  35 19 36.     (N)    094 24 31.     (W)     SCALED    
 FH0811* NAVD 88     -       141.602  (meters)     464.57   (feet)  ADJUSTED  
 FH0811  ___________________________________________________________________
 FH0811  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FH0811  DYNAMIC HT  -         141.468 (meters)     464.13  (feet)  COMP
 FH0811  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 FH0811
 FH0811  VERT ORDER  -  FIRST     CLASS II
 FH0811
 FH0811.The horizontal coordinates were scaled from a topographic map and have
 FH0811.an estimated accuracy of +/- 6 seconds.
 FH0811
 FH0811.The orthometric height was determined by differential leveling
 FH0811.and adjusted by the National Geodetic Survey in June 1991..
 FH0811
 FH0811.The geoid height was determined by GEOID03.
 FH0811
 FH0811.The dynamic height is computed by dividing the NAVD 88
 FH0811.geopotential number by the normal gravity value computed on the
 FH0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0811.degrees latitude (g = 980.6199 gals.).
 FH0811
 FH0811.The modeled gravity was interpolated from observed gravity values.
 FH0811
 FH0811;                    North         East    Units  Estimated Accuracy
 FH0811;SPC AR N     -   112,880.      181,030.      MT  (+/- 180 meters Scaled)
 FH0811
 FH0811                          SUPERSEDED SURVEY CONTROL
 FH0811
 FH0811.No superseded survey control is available for this station.
 FH0811
 FH0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV719101(NAD 83)
 FH0811_MARKER: I = METAL ROD
 FH0811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0811_SP_SET: STAINLESS STEEL ROD
 FH0811_STAMPING: F 298 1985
 FH0811_MARK LOGO: NGS   
 FH0811_PROJECTION: FLUSH
 FH0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0811+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 FH0811_ROD/PIPE-DEPTH: 5.5  meters
 FH0811
 FH0811  HISTORY     - Date     Condition        Report By
 FH0811  HISTORY     - 1985     MONUMENTED       NGS
 FH0811  HISTORY     - 1987     GOOD             USPSQD
 FH0811  HISTORY     - 1987     GOOD             USPSQD
 FH0811  HISTORY     - 1988     GOOD             USPSQD
 FH0811  HISTORY     - 1988     GOOD             USPSQD
 FH0811  HISTORY     - 1989     GOOD             USPSQD
 FH0811  HISTORY     - 20040106 GOOD             ARHD
 FH0811
 FH0811                          STATION DESCRIPTION
 FH0811
 FH0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0811'IN FORT SMITH.
 FH0811'IN FORT SMITH, ABOUT 0.16 KM (0.1 MI) SOUTH-SOUTHEAST OF THE JUNCTION
 FH0811'OF U.S. HIGHWAY 71 AND STATE ROUTE 255 EAST, 7.7 KM (4.75 MI)
 FH0811'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF U.S.
 FH0811'HIGHWAY 64 IN FORT SMITH, ACROSS HIGHWAY 71 AND EAST OF THE BREEDEN
 FH0811'DODGE DEALERSHIP, 16.2 METERS (53.0 FT) NORTHEAST OF THE CENTERLINE OF
 FH0811'HIGHWAY 71, 14.7 METERS (48.2 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF
 FH0811'THE MISSOURI PACIFIC RAILROAD, 8.5 METERS (27.8 FT) NORTHEAST OF THE
 FH0811'NORTHEAST CURB OF HIGHWAY 71 NORTHBOUND, 17.1 METERS (56.0 FT)
 FH0811'NORTHWEST OF THE APPROXIMATE CENTER OF THE NORTHERNMOST ENTRANCE
 FH0811'(EXTENDED CENTERLINE) OF BREEDEN DODGE DEALERSHIP, AND 1.5 METERS
 FH0811'(4.8 FT) SOUTHEAST OF A GUYED POWERLINE POLE WITH A STREET LIGHT
 FH0811'ATTACHED.  NOTE, DRIVEN TO REFUSAL.
 FH0811'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 FH0811'THE MARK IS 0.61 M ABOVE HIGHWAY 71.
 FH0811
 FH0811                          STATION RECOVERY (1987)
 FH0811
 FH0811'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0811'RECOVERED IN GOOD CONDITION.
 FH0811
 FH0811                          STATION RECOVERY (1987)
 FH0811
 FH0811'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0811'RECOVERED IN GOOD CONDITION.
 FH0811
 FH0811                          STATION RECOVERY (1988)
 FH0811
 FH0811'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLD)
 FH0811'RECOVERED IN GOOD CONDITION.
 FH0811
 FH0811                          STATION RECOVERY (1988)
 FH0811
 FH0811'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0811'RECOVERED IN GOOD CONDITION.
 FH0811
 FH0811                          STATION RECOVERY (1989)
 FH0811
 FH0811'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0811'RECOVERED IN GOOD CONDITION.
 FH0811
 FH0811                          STATION RECOVERY (2004)
 FH0811
 FH0811'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (DFC)
 FH0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0835 ***********************************************************************
 FH0835  DESIGNATION -  F 299
 FH0835  PID         -  FH0835
 FH0835  STATE/COUNTY-  AR/SCOTT
 FH0835  USGS QUAD   -  ABBOTT (1987)
 FH0835
 FH0835                         *CURRENT SURVEY CONTROL
 FH0835  ___________________________________________________________________
 FH0835* NAD 83(1986)-  35 04 06.     (N)    094 10 44.     (W)     SCALED    
 FH0835* NAVD 88     -       181.272  (meters)     594.72   (feet)  ADJUSTED  
 FH0835  ___________________________________________________________________
 FH0835  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FH0835  DYNAMIC HT  -         181.090 (meters)     594.13  (feet)  COMP
 FH0835  MODELED GRAV-     979,626.9   (mgal)                       NAVD 88
 FH0835
 FH0835  VERT ORDER  -  FIRST     CLASS II
 FH0835
 FH0835.The horizontal coordinates were scaled from a topographic map and have
 FH0835.an estimated accuracy of +/- 6 seconds.
 FH0835
 FH0835.The orthometric height was determined by differential leveling
 FH0835.and adjusted by the National Geodetic Survey in June 1991..
 FH0835
 FH0835.The geoid height was determined by GEOID03.
 FH0835
 FH0835.The dynamic height is computed by dividing the NAVD 88
 FH0835.geopotential number by the normal gravity value computed on the
 FH0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0835.degrees latitude (g = 980.6199 gals.).
 FH0835
 FH0835.The modeled gravity was interpolated from observed gravity values.
 FH0835
 FH0835;                    North         East    Units  Estimated Accuracy
 FH0835;SPC AR N     -    83,740.      201,280.      MT  (+/- 180 meters Scaled)
 FH0835
 FH0835                          SUPERSEDED SURVEY CONTROL
 FH0835
 FH0835.No superseded survey control is available for this station.
 FH0835
 FH0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU925812(NAD 83)
 FH0835_MARKER: DB = BENCH MARK DISK
 FH0835_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0835_SP_SET: CULVERT HEADWALL
 FH0835_STAMPING: F 299 1985
 FH0835_MARK LOGO: NGS   
 FH0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0835
 FH0835  HISTORY     - Date     Condition        Report By
 FH0835  HISTORY     - 1985     MONUMENTED       NGS
 FH0835  HISTORY     - 1987     GOOD             USPSQD
 FH0835  HISTORY     - 1988     GOOD             USPSQD
 FH0835  HISTORY     - 1989     GOOD             USPSQD
 FH0835  HISTORY     - 1990     GOOD             USPSQD
 FH0835
 FH0835                          STATION DESCRIPTION
 FH0835
 FH0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0835'7.3 KM (4.5 MI) EAST FROM MANSFIELD.
 FH0835'7.3 KM (4.5 MI) EASTERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 FH0835'STATE ROUTE 96 IN MANSFIELD, SET IN TOP OF THE WEST END OF THE SOUTH
 FH0835'HEADWALL OF A THIRTY FEET DOUBLE BOX CULVERT UNDER HIGHWAY 71, AND
 FH0835'16.6 METERS (54.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 71 (SLOPE
 FH0835'MEASUREMNET).
 FH0835'THE MARK IS 1.2 M BELOW HIGHWAY 71.
 FH0835
 FH0835                          STATION RECOVERY (1987)
 FH0835
 FH0835'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0835'RECOVERED IN GOOD CONDITION.
 FH0835
 FH0835                          STATION RECOVERY (1988)
 FH0835
 FH0835'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0835'RECOVERED IN GOOD CONDITION.
 FH0835
 FH0835                          STATION RECOVERY (1989)
 FH0835
 FH0835'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0835'RECOVERED IN GOOD CONDITION.
 FH0835
 FH0835                          STATION RECOVERY (1990)
 FH0835
 FH0835'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0727 ***********************************************************************
 FF0727  DESIGNATION -  F 3
 FF0727  PID         -  FF0727
 FF0727  STATE/COUNTY-  AR/CRAIGHEAD
 FF0727  USGS QUAD   -  HERMAN (1980)
 FF0727
 FF0727                         *CURRENT SURVEY CONTROL
 FF0727  ___________________________________________________________________
 FF0727* NAD 83(1986)-  35 52 14.     (N)    090 46 26.     (W)     SCALED    
 FF0727* NAVD 88     -        92.139  (meters)     302.29   (feet)  ADJUSTED  
 FF0727  ___________________________________________________________________
 FF0727  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF0727  DYNAMIC HT  -          92.061 (meters)     302.04  (feet)  COMP
 FF0727  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 FF0727
 FF0727  VERT ORDER  -  FIRST     CLASS II
 FF0727
 FF0727.The horizontal coordinates were scaled from a topographic map and have
 FF0727.an estimated accuracy of +/- 6 seconds.
 FF0727
 FF0727.The orthometric height was determined by differential leveling
 FF0727.and adjusted by the National Geodetic Survey in June 1991..
 FF0727
 FF0727.The geoid height was determined by GEOID03.
 FF0727
 FF0727.The dynamic height is computed by dividing the NAVD 88
 FF0727.geopotential number by the normal gravity value computed on the
 FF0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0727.degrees latitude (g = 980.6199 gals.).
 FF0727
 FF0727.The modeled gravity was interpolated from observed gravity values.
 FF0727
 FF0727;                    North         East    Units  Estimated Accuracy
 FF0727;SPC AR N     -   171,230.      510,720.      MT  (+/- 180 meters Scaled)
 FF0727
 FF0727                          SUPERSEDED SURVEY CONTROL
 FF0727
 FF0727  NGVD 29 (??/??/??)   92.051  (m)          302.00   (f) ADJUSTED    1 2
 FF0727
 FF0727.Superseded values are not recommended for survey control.
 FF0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0727.See file dsdata.txt to determine how the superseded data were derived.
 FF0727
 FF0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV009718(NAD 83)
 FF0727_MARKER: DB = BENCH MARK DISK
 FF0727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0727_SP_SET: HEADWALL BOX CULVERT
 FF0727_STAMPING: 302.004 F 3 1928
 FF0727_MARK LOGO: CGS   
 FF0727_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0727+STABILITY: SURFACE MOTION
 FF0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0727+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 FF0727
 FF0727  HISTORY     - Date     Condition        Report By
 FF0727  HISTORY     - 1928     MONUMENTED       CGS
 FF0727  HISTORY     - 1956     GOOD             CGS
 FF0727  HISTORY     - 20020826 GOOD             USACE
 FF0727
 FF0727                          STATION DESCRIPTION
 FF0727
 FF0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0727'4.6 MI NW FROM JONESBORO.
 FF0727'4.65 MILES WEST AND NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0727'RAILWAY FROM THE STATION AT JONESBORO, ABOUT 3.2 MILES SOUTHEAST
 FF0727'OF THE STATION AT BONO, BETWEEN TELEPHONE POLES NO. 415/11 AND
 FF0727'415/12, IN THE TOP OF THE SOUTH END OF EAST HEAD WALL OF A 10-FOOT
 FF0727'CONCRETE BOX CULVERT UNDER TRACK, 12 1/2 FEET EAST OF EAST RAIL,
 FF0727'1 1/4 FEET NORTH OF SOUTH END OF HEAD WALL AND ABOUT 2 FEET BELOW
 FF0727'LEVEL OF TRACK.
 FF0727
 FF0727                          STATION RECOVERY (2002)
 FF0727
 FF0727'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0727'THE STATION IS LOCATED 3.2 MI (5.1 KM) SE OF BONO ALONG RR TRACK.  TO
 FF0727'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 63B AND HIGHWAY 63
 FF0727'BYPASS, GO E ALONG HIGHWAY 63B FOR 0.55 MI (0.89 KM) TO CR NO 333 ON
 FF0727'LEFT, TURN LEFT, GO N FOR 1 MI (1.6 KM) TO CR NO 340 ON LEFT, TURN
 FF0727'LEFT, GO W FOR 0.4 MI (0.6 KM) TO T-INTERSECTION OF CR NO 34 AND CR NO
 FF0727'338, TURN LEFT, GO S FOR 0.1 TO HOUSE ON RIGHT.  PACK TIME
 FF0727'APPROXIMATELY 5 MI (8.0 KM) TO RR TRACK, THEN APPROXIMATELY 400 FT
 FF0727'(121.9 M) N ALONG TRACK TO MARK ON CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0997 ***********************************************************************
 FG0997  DESIGNATION -  F 30
 FG0997  PID         -  FG0997
 FG0997  STATE/COUNTY-  AR/JOHNSON
 FG0997  USGS QUAD   -  CLARKSVILLE (1993)
 FG0997
 FG0997                         *CURRENT SURVEY CONTROL
 FG0997  ___________________________________________________________________
 FG0997* NAD 83(1986)-  35 26 14.     (N)    093 23 30.     (W)     SCALED    
 FG0997* NAVD 88     -       123.951  (meters)     406.66   (feet)  ADJUSTED  
 FG0997  ___________________________________________________________________
 FG0997  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FG0997  DYNAMIC HT  -         123.837 (meters)     406.29  (feet)  COMP
 FG0997  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 FG0997
 FG0997  VERT ORDER  -  FIRST     CLASS II
 FG0997
 FG0997.The horizontal coordinates were scaled from a topographic map and have
 FG0997.an estimated accuracy of +/- 6 seconds.
 FG0997
 FG0997.The orthometric height was determined by differential leveling
 FG0997.and adjusted by the National Geodetic Survey in June 1991..
 FG0997
 FG0997.The geoid height was determined by GEOID03.
 FG0997
 FG0997.The dynamic height is computed by dividing the NAVD 88
 FG0997.geopotential number by the normal gravity value computed on the
 FG0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0997.degrees latitude (g = 980.6199 gals.).
 FG0997
 FG0997.The modeled gravity was interpolated from observed gravity values.
 FG0997
 FG0997;                    North         East    Units  Estimated Accuracy
 FG0997;SPC AR N     -   123,360.      273,650.      MT  (+/- 180 meters Scaled)
 FG0997
 FG0997                          SUPERSEDED SURVEY CONTROL
 FG0997
 FG0997  NGVD 29 (??/??/92)  123.929  (m)          406.59   (f) ADJ UNCH    1 2
 FG0997
 FG0997.Superseded values are not recommended for survey control.
 FG0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0997.See file dsdata.txt to determine how the superseded data were derived.
 FG0997
 FG0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV644216(NAD 83)
 FG0997_MARKER: DB = BENCH MARK DISK
 FG0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0997_STAMPING: F-30 1932
 FG0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0997+STABILITY: SURFACE MOTION
 FG0997
 FG0997  HISTORY     - Date     Condition        Report By
 FG0997  HISTORY     - 1932     MONUMENTED       CGS
 FG0997  HISTORY     - 1935     GOOD             NGS
 FG0997  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0997
 FG0997                          STATION DESCRIPTION
 FG0997
 FG0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0997'IN LAMAR.
 FG0997'IN LAMAR, ABOUT 153 FEET NORTHWEST OF NORTHWEST END OF MISSOURI
 FG0997'PACIFIC R.R. DEPOT.  ABOUT 129 FEET NORTHWEST OF CENTERLINE OF CROSS
 FG0997'ROAD.  27.1 FT. SOUTHEAST OF SWITCH FOR SOUTHWEST SIDING.  16.2 FEET
 FG0997'SOUTHWEST OF CENTERLINE OF MISSOURI PACIFIC R.R. MAIN LINE TRACK.  14
 FG0997'FEET NORTHEAST OF CENTERLINE OF ROAD PARALLEL TO TRACK.  CONCRETE POST
 FG0997'WITH BRONZE TABLET.
 FG0997
 FG0997                          STATION RECOVERY (1984)
 FG0997
 FG0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0997'SEARCHED FOR AND NOT RECOVERED THIS DATE, STREET HAS BEEN WIDENED,
 FG0997'MARK PRESUMED COVERED BY ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0695 ***********************************************************************
 EK0695  DESIGNATION -  F 300
 EK0695  PID         -  EK0695
 EK0695  STATE/COUNTY-  AR/SCOTT
 EK0695  USGS QUAD   -  Y CITY (1975)
 EK0695
 EK0695                         *CURRENT SURVEY CONTROL
 EK0695  ___________________________________________________________________
 EK0695* NAD 83(1986)-  34 43 30.     (N)    094 07 23.     (W)     SCALED    
 EK0695* NAVD 88     -       238.593  (meters)     782.78   (feet)  ADJUSTED  
 EK0695  ___________________________________________________________________
 EK0695  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 EK0695  DYNAMIC HT  -         238.340 (meters)     781.95  (feet)  COMP
 EK0695  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 EK0695
 EK0695  VERT ORDER  -  FIRST     CLASS II
 EK0695
 EK0695.The horizontal coordinates were scaled from a topographic map and have
 EK0695.an estimated accuracy of +/- 6 seconds.
 EK0695
 EK0695.The orthometric height was determined by differential leveling
 EK0695.and adjusted by the National Geodetic Survey in June 1991..
 EK0695
 EK0695.The geoid height was determined by GEOID03.
 EK0695
 EK0695.The dynamic height is computed by dividing the NAVD 88
 EK0695.geopotential number by the normal gravity value computed on the
 EK0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0695.degrees latitude (g = 980.6199 gals.).
 EK0695
 EK0695.The modeled gravity was interpolated from observed gravity values.
 EK0695
 EK0695;                    North         East    Units  Estimated Accuracy
 EK0695;SPC AR N     -    45,550.      205,550.      MT  (+/- 180 meters Scaled)
 EK0695
 EK0695                          SUPERSEDED SURVEY CONTROL
 EK0695
 EK0695.No superseded survey control is available for this station.
 EK0695
 EK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU971431(NAD 83)
 EK0695_MARKER: I = METAL ROD
 EK0695_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0695+WITH SETTING: INFORMATION.
 EK0695_SP_SET: SHALLOW SET METAL ROD
 EK0695_STAMPING: F 300 1985
 EK0695_MARK LOGO: NGS   
 EK0695_PROJECTION: FLUSH
 EK0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0695_ROD/PIPE-DEPTH: 2.7  meters
 EK0695
 EK0695  HISTORY     - Date     Condition        Report By
 EK0695  HISTORY     - 1985     MONUMENTED       NGS
 EK0695  HISTORY     - 1987     GOOD             USPSQD
 EK0695  HISTORY     - 1987     GOOD             USPSQD
 EK0695  HISTORY     - 1988     GOOD             USPSQD
 EK0695  HISTORY     - 1989     GOOD             USPSQD
 EK0695  HISTORY     - 1990     GOOD             USPSQD
 EK0695
 EK0695                          STATION DESCRIPTION
 EK0695
 EK0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0695'12.9 KM (8.0 MI) SOUTH FROM BOLES.
 EK0695'12.9 KM (8.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0695'IN BOLES, AT AN ENTRANCE DIRT ROAD LEADING NORTH TO TWO CHICKEN
 EK0695'WAREHOUSES, ACROSS HIGHWAY 71 (NORTH) OF AN ENTRANCE TO THE MOJO FARM,
 EK0695'11.9 METERS (39.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 71,
 EK0695'6.3 METERS (20.5 FT) WEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 EK0695'0.45 METERS (1.5 FT) SOUTH OF A FENCE LINE, 2.7 METERS (9.0 FT) WEST
 EK0695'OF A CORNER FENCE POST, 2.7 METERS (9.0 FT) WEST OF A 20-INCH PINE
 EK0695'TREE, AND 9.5 METERS (31.0 FT) EAST OF A 18-INCH PINE TREE.  NOTE,
 EK0695'DRIVEN TO REFUSAL.
 EK0695'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 EK0695'THE MARK IS 0.31 M BELOW HIGHWAY 71.
 EK0695
 EK0695                          STATION RECOVERY (1987)
 EK0695
 EK0695'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0695'RECOVERED IN GOOD CONDITION.
 EK0695
 EK0695                          STATION RECOVERY (1987)
 EK0695
 EK0695'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0695'RECOVERED IN GOOD CONDITION.
 EK0695
 EK0695                          STATION RECOVERY (1988)
 EK0695
 EK0695'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0695'RECOVERED IN GOOD CONDITION.
 EK0695
 EK0695                          STATION RECOVERY (1989)
 EK0695
 EK0695'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0695'RECOVERED IN GOOD CONDITION.
 EK0695
 EK0695                          STATION RECOVERY (1990)
 EK0695
 EK0695'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0722 ***********************************************************************
 EK0722  DESIGNATION -  F 301
 EK0722  PID         -  EK0722
 EK0722  STATE/COUNTY-  AR/POLK
 EK0722  USGS QUAD   -  VANDERVOORT (1984)
 EK0722
 EK0722                         *CURRENT SURVEY CONTROL
 EK0722  ___________________________________________________________________
 EK0722* NAD 83(1986)-  34 29 54.     (N)    094 21 59.     (W)     SCALED    
 EK0722* NAVD 88     -       302.375  (meters)     992.04   (feet)  ADJUSTED  
 EK0722  ___________________________________________________________________
 EK0722  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 EK0722  DYNAMIC HT  -         302.048 (meters)     990.97  (feet)  COMP
 EK0722  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 EK0722
 EK0722  VERT ORDER  -  FIRST     CLASS II
 EK0722
 EK0722.The horizontal coordinates were scaled from a topographic map and have
 EK0722.an estimated accuracy of +/- 6 seconds.
 EK0722
 EK0722.The orthometric height was determined by differential leveling
 EK0722.and adjusted by the National Geodetic Survey in June 1991..
 EK0722
 EK0722.The geoid height was determined by GEOID03.
 EK0722
 EK0722.The dynamic height is computed by dividing the NAVD 88
 EK0722.geopotential number by the normal gravity value computed on the
 EK0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0722.degrees latitude (g = 980.6199 gals.).
 EK0722
 EK0722.The modeled gravity was interpolated from observed gravity values.
 EK0722
 EK0722;                    North         East    Units  Estimated Accuracy
 EK0722;SPC AR S     -   605,670.      182,700.      MT  (+/- 180 meters Scaled)
 EK0722
 EK0722                          SUPERSEDED SURVEY CONTROL
 EK0722
 EK0722.No superseded survey control is available for this station.
 EK0722
 EK0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU745182(NAD 83)
 EK0722_MARKER: I = METAL ROD
 EK0722_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0722+WITH SETTING: INFORMATION.
 EK0722_SP_SET: SHALLOW SET METAL ROD
 EK0722_STAMPING: F 301 1985
 EK0722_MARK LOGO: NGS   
 EK0722_PROJECTION: FLUSH
 EK0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0722+STABILITY: POSITION/ELEVATION WELL
 EK0722_ROD/PIPE-DEPTH: 1.5  meters
 EK0722
 EK0722  HISTORY     - Date     Condition        Report By
 EK0722  HISTORY     - 1985     MONUMENTED       NGS
 EK0722  HISTORY     - 1987     GOOD             USPSQD
 EK0722  HISTORY     - 1987     GOOD             USPSQD
 EK0722  HISTORY     - 1988     GOOD             USPSQD
 EK0722  HISTORY     - 1989     GOOD             USPSQD
 EK0722  HISTORY     - 1990     GOOD             USPSQD
 EK0722
 EK0722                          STATION DESCRIPTION
 EK0722
 EK0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0722'17.3 KM (10.7 MI) SW FROM MENA.
 EK0722'17.3 KM (10.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0722'SOUTHERN RAILROAD STATION IN MENA, ALSO 1.5 KM (0.95 MI) NORTHEAST
 EK0722'ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN HATFIELD, AT A GRAVEL
 EK0722'ROAD LEADING EAST-SOUTHEAST, 15.2 METERS (49.7 FT) EAST-SOUTHEAST OF
 EK0722'THE CENTERLINE OF HIGHWAY 71, 19.8 METERS (65.0 FT) EAST-SOUTHEAST OF
 EK0722'THE APPROXIMATE CENTER OF THE DIRT AND GRAVEL ROAD, 0.42 METERS
 EK0722'(1.4 FT) WEST-NORTHWEST OF A FENCE LINE, AND 1.6 METERS (5.4 FT)
 EK0722'SOUTHWEST OF A GUYED POWERLINE POLE.  NOTE, DRIVEN TO REFUSAL AND
 EK0722'ANCHORED IN ROCK.
 EK0722'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 EK0722'THE MARK IS 0.91 M ABOVE HIGHWAY.
 EK0722
 EK0722                          STATION RECOVERY (1987)
 EK0722
 EK0722'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0722'RECOVERED IN GOOD CONDITION.
 EK0722
 EK0722                          STATION RECOVERY (1987)
 EK0722
 EK0722'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0722'RECOVERED IN GOOD CONDITION.
 EK0722
 EK0722                          STATION RECOVERY (1988)
 EK0722
 EK0722'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0722'RECOVERED IN GOOD CONDITION.
 EK0722
 EK0722                          STATION RECOVERY (1989)
 EK0722
 EK0722'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0722'RECOVERED IN GOOD CONDITION.
 EK0722
 EK0722                          STATION RECOVERY (1990)
 EK0722
 EK0722'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0746 ***********************************************************************
 EK0746  DESIGNATION -  F 302
 EK0746  PID         -  EK0746
 EK0746  STATE/COUNTY-  AR/POLK
 EK0746  USGS QUAD   -  GILLHAM (1964)
 EK0746
 EK0746                         *CURRENT SURVEY CONTROL
 EK0746  ___________________________________________________________________
 EK0746* NAD 83(1986)-  34 12 42.     (N)    094 18 33.     (W)     SCALED    
 EK0746* NAVD 88     -       187.014  (meters)     613.56   (feet)  ADJUSTED  
 EK0746  ___________________________________________________________________
 EK0746  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 EK0746  DYNAMIC HT  -         186.823 (meters)     612.94  (feet)  COMP
 EK0746  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 EK0746
 EK0746  VERT ORDER  -  FIRST     CLASS II
 EK0746
 EK0746.The horizontal coordinates were scaled from a topographic map and have
 EK0746.an estimated accuracy of +/- 6 seconds.
 EK0746
 EK0746.The orthometric height was determined by differential leveling
 EK0746.and adjusted by the National Geodetic Survey in June 1991..
 EK0746
 EK0746.The geoid height was determined by GEOID03.
 EK0746
 EK0746.The dynamic height is computed by dividing the NAVD 88
 EK0746.geopotential number by the normal gravity value computed on the
 EK0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0746.degrees latitude (g = 980.6199 gals.).
 EK0746
 EK0746.The modeled gravity was interpolated from observed gravity values.
 EK0746
 EK0746;                    North         East    Units  Estimated Accuracy
 EK0746;SPC AR S     -   573,760.      187,230.      MT  (+/- 180 meters Scaled)
 EK0746
 EK0746                          SUPERSEDED SURVEY CONTROL
 EK0746
 EK0746.No superseded survey control is available for this station.
 EK0746
 EK0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT793864(NAD 83)
 EK0746_MARKER: DB = BENCH MARK DISK
 EK0746_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0746_SP_SET: BOX CULVERT
 EK0746_STAMPING: F 302 1985
 EK0746_MARK LOGO: NGS   
 EK0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0746
 EK0746  HISTORY     - Date     Condition        Report By
 EK0746  HISTORY     - 1985     MONUMENTED       NGS
 EK0746  HISTORY     - 1988     GOOD             USPSQD
 EK0746  HISTORY     - 1989     GOOD             USPSQD
 EK0746  HISTORY     - 1990     GOOD             USPSQD
 EK0746
 EK0746                          STATION DESCRIPTION
 EK0746
 EK0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0746'4.0 KM (2.5 MI) SOUTH FROM GRANNIS.
 EK0746'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0746'GRANNIS, SET IN A TRIPLE BOX CULVERT OVER CARTERS CREEK, IN THE NORTH
 EK0746'ABUTMENT OF THE WEST SIDE, 1-FOOT SOUTH OF THE NORTH END, AND
 EK0746'6.06 METERS (19.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 EK0746'THE MARK IS 0.6 M BELOW HIGHWAY.
 EK0746
 EK0746                          STATION RECOVERY (1988)
 EK0746
 EK0746'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0746'RECOVERED IN GOOD CONDITION.
 EK0746
 EK0746                          STATION RECOVERY (1989)
 EK0746
 EK0746'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0746'RECOVERED IN GOOD CONDITION.
 EK0746
 EK0746                          STATION RECOVERY (1990)
 EK0746
 EK0746'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1057 ***********************************************************************
 DM1057  DESIGNATION -  F 303
 DM1057  PID         -  DM1057
 DM1057  STATE/COUNTY-  AR/LITTLE RIVER
 DM1057  USGS QUAD   -  CERROGORDO (1975)
 DM1057
 DM1057                         *CURRENT SURVEY CONTROL
 DM1057  ___________________________________________________________________
 DM1057* NAD 83(1986)-  33 54 57.     (N)    094 23 28.     (W)     SCALED    
 DM1057* NAVD 88     -        96.626  (meters)     317.01   (feet)  ADJUSTED  
 DM1057  ___________________________________________________________________
 DM1057  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DM1057  DYNAMIC HT  -          96.527 (meters)     316.69  (feet)  COMP
 DM1057  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 DM1057
 DM1057  VERT ORDER  -  FIRST     CLASS II
 DM1057
 DM1057.The horizontal coordinates were scaled from a topographic map and have
 DM1057.an estimated accuracy of +/- 6 seconds.
 DM1057
 DM1057.The orthometric height was determined by differential leveling
 DM1057.and adjusted by the National Geodetic Survey in June 1991..
 DM1057
 DM1057.The geoid height was determined by GEOID03.
 DM1057
 DM1057.The dynamic height is computed by dividing the NAVD 88
 DM1057.geopotential number by the normal gravity value computed on the
 DM1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1057.degrees latitude (g = 980.6199 gals.).
 DM1057
 DM1057.The modeled gravity was interpolated from observed gravity values.
 DM1057
 DM1057;                    North         East    Units  Estimated Accuracy
 DM1057;SPC AR S     -   541,130.      178,920.      MT  (+/- 180 meters Scaled)
 DM1057
 DM1057                          SUPERSEDED SURVEY CONTROL
 DM1057
 DM1057.No superseded survey control is available for this station.
 DM1057
 DM1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT714536(NAD 83)
 DM1057_MARKER: DB = BENCH MARK DISK
 DM1057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1057_SP_SET: BRIDGE ABUTMENT
 DM1057_STAMPING: F 303 1985
 DM1057_MARK LOGO: NGS   
 DM1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1057
 DM1057  HISTORY     - Date     Condition        Report By
 DM1057  HISTORY     - 1985     MONUMENTED       NGS
 DM1057  HISTORY     - 1987     GOOD             USPSQD
 DM1057  HISTORY     - 1988     GOOD             USPSQD
 DM1057  HISTORY     - 1989     GOOD             USPSQD
 DM1057  HISTORY     - 1990     GOOD             USPSQD
 DM1057  HISTORY     - 19920823 GOOD             USPSQD
 DM1057
 DM1057                          STATION DESCRIPTION
 DM1057
 DM1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1057'4.4 KM (2.7 MI) SOUTH FROM HORATIO.
 DM1057'4.4 KM (2.7 MI) SOUTHERLY ALONG STAE ROUTE 41 FROM THE POST OFFICE IN
 DM1057'HORATIO, SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF
 DM1057'THE HIGHWAY 41 BRIDGE OVER LITTLE RIVER, AND 5.0 METERS (16.5 FT)
 DM1057'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DM1057'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1057
 DM1057                          STATION RECOVERY (1987)
 DM1057
 DM1057'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1057'RECOVERED IN GOOD CONDITION.
 DM1057
 DM1057                          STATION RECOVERY (1988)
 DM1057
 DM1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1057'RECOVERED IN GOOD CONDITION.
 DM1057
 DM1057                          STATION RECOVERY (1989)
 DM1057
 DM1057'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1057'RECOVERED IN GOOD CONDITION.
 DM1057
 DM1057                          STATION RECOVERY (1990)
 DM1057
 DM1057'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1057'RECOVERED IN GOOD CONDITION.
 DM1057
 DM1057                          STATION RECOVERY (1992)
 DM1057
 DM1057'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2617 ***********************************************************************
 EH2617  DESIGNATION -  F 305
 EH2617  PID         -  EH2617
 EH2617  STATE/COUNTY-  AR/PHILLIPS
 EH2617  USGS QUAD   -  ELAINE (1982)
 EH2617
 EH2617                         *CURRENT SURVEY CONTROL
 EH2617  ___________________________________________________________________
 EH2617* NAD 83(1997)-  34 22 06.63902(N)    090 46 26.32145(W)     ADJUSTED  
 EH2617* NAVD 88     -        54.464  (meters)     178.69   (feet)  ADJUSTED  
 EH2617  ___________________________________________________________________
 EH2617  X           -     -71,191.701 (meters)                     COMP
 EH2617  Y           -  -5,269,833.209 (meters)                     COMP
 EH2617  Z           -   3,580,277.300 (meters)                     COMP
 EH2617  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 EH2617  ELLIP HEIGHT-          27.70  (meters)          (09/14/99) GPS OBS
 EH2617  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2617  DYNAMIC HT  -          54.411 (meters)     178.51  (feet)  COMP
 EH2617  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 EH2617
 EH2617  HORZ ORDER  -  SECOND
 EH2617  VERT ORDER  -  FIRST     CLASS II
 EH2617  ELLP ORDER  -  FOURTH    CLASS I
 EH2617
 EH2617.The horizontal coordinates were established by GPS observations
 EH2617.and adjusted by the National Geodetic Survey in September 1999..
 EH2617
 EH2617.The orthometric height was determined by differential leveling
 EH2617.and adjusted by the National Geodetic Survey in June 1991..
 EH2617
 EH2617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2617
 EH2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2617
 EH2617.The ellipsoidal height was determined by GPS observations
 EH2617.and is referenced to NAD 83.
 EH2617
 EH2617.The geoid height was determined by GEOID03.
 EH2617
 EH2617.The dynamic height is computed by dividing the NAVD 88
 EH2617.geopotential number by the normal gravity value computed on the
 EH2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2617.degrees latitude (g = 980.6199 gals.).
 EH2617
 EH2617.The modeled gravity was interpolated from observed gravity values.
 EH2617
 EH2617;                    North         East     Units Scale Factor Converg.
 EH2617;SPC AR S     -   589,432.257   512,764.331   MT  0.99993541   +0 41 10.3
 EH2617;SPC AR S     - 1,933,829.00  1,682,294.31   sFT  0.99993541   +0 41 10.3
 EH2617;UTM  15      - 3,805,262.332   704,695.169   MT  1.00011650   +1 15 25.4
 EH2617
 EH2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2617!SPC AR S     -   0.99999565  x   0.99993541  =   0.99993106
 EH2617!UTM  15      -   0.99999565  x   1.00011650  =   1.00011215
 EH2617
 EH2617                          SUPERSEDED SURVEY CONTROL
 EH2617
 EH2617  NAD 83(1997)-  34 22 06.63991(N)    090 46 26.32149(W) AD(       ) 2
 EH2617  NAD 83(1986)-  34 22 06.64678(N)    090 46 26.31794(W) AD(       ) 2
 EH2617  NGVD 29 (??/??/??)   54.514  (m)          178.85   (f) ADJUSTED    1 2
 EH2617
 EH2617.Superseded values are not recommended for survey control.
 EH2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2617.See file dsdata.txt to determine how the superseded data were derived.
 EH2617
 EH2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0469505262(NAD 83)
 EH2617_MARKER: I = METAL ROD
 EH2617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2617_SP_SET: STAINLESS STEEL ROD
 EH2617_STAMPING: F 305 1985
 EH2617_MARK LOGO: NGS   
 EH2617_PROJECTION: FLUSH
 EH2617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2617+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH2617_ROD/PIPE-DEPTH: 23.2 meters
 EH2617
 EH2617  HISTORY     - Date     Condition        Report By
 EH2617  HISTORY     - 1985     MONUMENTED       NGS
 EH2617  HISTORY     - 1985     GOOD             NGS
 EH2617
 EH2617                          STATION DESCRIPTION
 EH2617
 EH2617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2617'STATION MARK IS LOCATED ABOUT 9.6 KM (6 MI) NORTHEAST OF
 EH2617'ELAINE, 5.6 KM (3.5 MI) SOUTHEAST OF LAKE VIEW, AT THE TOE OF
 EH2617'MAIN LEVEE ALONG THE MISSISSIPPI RIVER, ALONG A ROAD THAT
 EH2617'CONNECTS TO A LOW SPUR LEVEE, IN T 4 S, R 3 E, SOUTHEAST 1/4
 EH2617'SECTION 3.  OWNERSHIP--COTTON BELT LEVEE DISTRICT NO 1,
 EH2617'C/O HELENA NATIONAL BANK BUILDING, HELENA AR 72342,
 EH2617'PHONE 501-338-7873.
 EH2617'
 EH2617'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20, 44 AND 85 IN
 EH2617'ELAINE, GO EAST ON HIGHWAY 20 FOR 5.91 KM (3.7 MI) TO A FORK.
 EH2617'BEAR LEFT AROUND CURVE AND GO NORTH ON HIGHWAY 20 FOR 8.36
 EH2617'KM (5.2 MI) TO A DIRT ROAD LEADING TO THE SUPERIOR GRAIN COMPANY
 EH2617'TURN RIGHT, EAST, FOR 0.21 KM (0.15 MI) TO THE LEVEE ROAD.
 EH2617'TURN RIGHT, SOUTHWEST, ON THE LEVEE ROAD FOR 0.81 KM (0.5 MI)
 EH2617'TO A DIM RAMP RIGHT.  TURN RIGHT ON THE RAMP, THEN ROAD FOR 0.1 KM
 EH2617'(0.05 MI) TO  THE BOUNDARY FENCE AND THE STATION ON THE RIGHT.
 EH2617'
 EH2617'STATION MARK, A STANDARD NGS BENCH MARK DATUM POINT CRIMPED
 EH2617'TO THE TOP OF A STEEL ROD ENCASED IN A VINYL PIPE AND LOGO
 EH2617'CAP, IS FLUSH WITH THE GROUND.  IT IS 148.6 METERS (SLOPE)
 EH2617'NORTHWEST OF THE MAIN LEVEE ROAD, 3.0 METERS NORTHEAST OF SPUR
 EH2617'LEVEE ROAD, 0.9 METER SOUTHEAST OF A FIBERGLASS WITNESS POST
 EH2617'INTHE FENCE LINE,  8.9 METERS NORTH-NORTHEAST OF A UTILITY
 EH2617'POLE, AT A WIRE GATE.
 EH2617'
 EH2617'THIS STATION IS INTERVISIBLE WITH S 220
 EH2617
 EH2617                          STATION RECOVERY (1985)
 EH2617
 EH2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2617'31.9 KM (19.8 MI) SOUTH FROM HELENA.
 EH2617'31.9 KM (19.8 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE EAST
 EH2617'END OF PERRY STREET IN HELENA, 28.2 KM (17.5 MI) SOUTH ALONG THE LEVEE
 EH2617'FROM THE CROSSING OF U.S. HIGHEWAY 49 AND THE WEST END OF THE
 EH2617'MISSISSIPPI RIVER TOLL BRIDGE, AT THE BASE OF A LOW LEVEE LEADING
 EH2617'NORTHWEST OFF THE MAIN LEVEE, NEAR THE TOE OF THE MAIN LEVEE, 0.64 KM
 EH2617'(0.4 MI) SOUTHWEST OF BENCH MARK S 220, 107.6 METERS (353.0 FT)
 EH2617'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE MAIN LEVEE (SLOPE
 EH2617'MEASUREMENT), 1.0 METER (3.3 FT) SOUTHEAST OF A FENCE LINE, 8.8 METERS
 EH2617'(28.8 FT) NORTHEAST OF A POWERLINE POLE, AND 3.2 METERS (10.4 FT)
 EH2617'NORTHEAST OF THE APPROXIMATE CENTER OF THE SPUR LEVEE AND A WIRE GATE.
 EH2617'NOTE, DRIVEN TO REQUIRED DEPTH.
 EH2617'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 EH2617'THE MARK IS ABOVE LEVEL WITH TOP OF SPUR LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1162 ***********************************************************************
 DM1162  DESIGNATION -  F 307
 DM1162  PID         -  DM1162
 DM1162  STATE/COUNTY-  AR/MILLER
 DM1162  USGS QUAD   -  TEXARKANA (1975)
 DM1162
 DM1162                         *CURRENT SURVEY CONTROL
 DM1162  ___________________________________________________________________
 DM1162* NAD 83(1986)-  33 25 48.     (N)    094 01 18.     (W)     SCALED    
 DM1162* NAVD 88     -        94.106  (meters)     308.75   (feet)  ADJUSTED  
 DM1162  ___________________________________________________________________
 DM1162  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM1162  DYNAMIC HT  -          94.006 (meters)     308.42  (feet)  COMP
 DM1162  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DM1162
 DM1162  VERT ORDER  -  FIRST     CLASS II
 DM1162
 DM1162.The horizontal coordinates were scaled from a topographic map and have
 DM1162.an estimated accuracy of +/- 6 seconds.
 DM1162
 DM1162.The orthometric height was determined by differential leveling
 DM1162.and adjusted by the National Geodetic Survey in June 1991..
 DM1162
 DM1162.The geoid height was determined by GEOID03.
 DM1162
 DM1162.The dynamic height is computed by dividing the NAVD 88
 DM1162.geopotential number by the normal gravity value computed on the
 DM1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1162.degrees latitude (g = 980.6199 gals.).
 DM1162
 DM1162.The modeled gravity was interpolated from observed gravity values.
 DM1162
 DM1162;                    North         East    Units  Estimated Accuracy
 DM1162;SPC AR S     -   486,520.      212,010.      MT  (+/- 180 meters Scaled)
 DM1162
 DM1162                          SUPERSEDED SURVEY CONTROL
 DM1162
 DM1162.No superseded survey control is available for this station.
 DM1162
 DM1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS050994(NAD 83)
 DM1162_MARKER: I = METAL ROD
 DM1162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1162_SP_SET: STAINLESS STEEL ROD
 DM1162_STAMPING: F 307 1985
 DM1162_MARK LOGO: NGS   
 DM1162_PROJECTION: RECESSED 2 CENTIMETERS
 DM1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1162_ROD/PIPE-DEPTH: 5.5  meters
 DM1162
 DM1162  HISTORY     - Date     Condition        Report By
 DM1162  HISTORY     - 1985     MONUMENTED       NGS
 DM1162  HISTORY     - 19971025 GOOD             USPSQD
 DM1162
 DM1162                          STATION DESCRIPTION
 DM1162
 DM1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1162'IN TEXARKANA.
 DM1162'IN TEXARKANA, AT THE INTERSECTION OF EAST 9TH, WALTERS, AND COUCH
 DM1162'STREETS, 55.2 M (181.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 DM1162'LANES OF 9TH STREET, 42.7 M (140.1 FT) NORTH OF THE CENTER OF WALTERS
 DM1162'STREET, 8.5 M (27.9 FT) EAST OF THE CENTER OF COUCH STREET, AND 3.8 M
 DM1162'(12.5 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 DM1162'HAD THROUGH A 5-INCH LOGO CAP.
 DM1162'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DM1162'THE MARK IS ABOVE LEVEL WITH COUCH STREET.
 DM1162
 DM1162                          STATION RECOVERY (1997)
 DM1162
 DM1162'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1101 ***********************************************************************
 DM1101  DESIGNATION -  F 308
 DM1101  PID         -  DM1101
 DM1101  STATE/COUNTY-  AR/LITTLE RIVER
 DM1101  USGS QUAD   -  FOREMAN (1975)
 DM1101
 DM1101                         *CURRENT SURVEY CONTROL
 DM1101  ___________________________________________________________________
 DM1101* NAD 83(1986)-  33 42 53.     (N)    094 23 32.     (W)     SCALED    
 DM1101* NAVD 88     -       125.614  (meters)     412.12   (feet)  ADJUSTED  
 DM1101  ___________________________________________________________________
 DM1101  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DM1101  DYNAMIC HT  -         125.484 (meters)     411.69  (feet)  COMP
 DM1101  MODELED GRAV-     979,600.6   (mgal)                       NAVD 88
 DM1101
 DM1101  VERT ORDER  -  FIRST     CLASS II
 DM1101
 DM1101.The horizontal coordinates were scaled from a topographic map and have
 DM1101.an estimated accuracy of +/- 6 seconds.
 DM1101
 DM1101.The orthometric height was determined by differential leveling
 DM1101.and adjusted by the National Geodetic Survey in June 1991..
 DM1101
 DM1101.The geoid height was determined by GEOID03.
 DM1101
 DM1101.The dynamic height is computed by dividing the NAVD 88
 DM1101.geopotential number by the normal gravity value computed on the
 DM1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1101.degrees latitude (g = 980.6199 gals.).
 DM1101
 DM1101.The modeled gravity was interpolated from observed gravity values.
 DM1101
 DM1101;                    North         East    Units  Estimated Accuracy
 DM1101;SPC AR S     -   518,830.      178,290.      MT  (+/- 180 meters Scaled)
 DM1101
 DM1101                          SUPERSEDED SURVEY CONTROL
 DM1101
 DM1101.No superseded survey control is available for this station.
 DM1101
 DM1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT709313(NAD 83)
 DM1101_MARKER: I = METAL ROD
 DM1101_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1101+WITH SETTING: INFORMATION.
 DM1101_SP_SET: SHALLOW-SET METAL ROD
 DM1101_STAMPING: F 308 1986
 DM1101_MARK LOGO: NGS   
 DM1101_PROJECTION: RECESSED 1 CENTIMETERS
 DM1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1101_ROD/PIPE-DEPTH: 2.8  meters
 DM1101
 DM1101  HISTORY     - Date     Condition        Report By
 DM1101  HISTORY     - 1986     MONUMENTED       NGS
 DM1101
 DM1101                          STATION DESCRIPTION
 DM1101
 DM1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1101'0.8 KM (0.5 MI) SE FROM FOREMAN.
 DM1101'0.8 KM (0.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST
 DM1101'JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN, 31.9 M (104.7 FT) NORTH OF
 DM1101'THE CENTER OF A DRIVEWAY LEADING EAST TO AN APARTMENT COMPLEX, 18.8 M
 DM1101'(61.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF AN APARTMENT, 13.1 M
 DM1101'(43.0 FT) SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY, 9.3 M (30.5 FT)
 DM1101'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 1.8
 DM1101'M (5.9 FT) NORTH OF UTILITY POLE NUMBER 17564.  NOTE--ACCESS TO DATUM
 DM1101'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1101'THE MARK IS 0.7 METERS  N FROM  A WITNESS POST
 DM1101'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0912 ***********************************************************************
 GG0912  DESIGNATION -  F 309
 GG0912  PID         -  GG0912
 GG0912  STATE/COUNTY-  AR/WASHINGTON
 GG0912  USGS QUAD   -  SPRINGDALE (1994)
 GG0912
 GG0912                         *CURRENT SURVEY CONTROL
 GG0912  ___________________________________________________________________
 GG0912* NAD 83(1986)-  36 11 18.     (N)    094 07 39.     (W)     SCALED    
 GG0912* NAVD 88     -       404.274  (meters)    1326.36   (feet)  ADJUSTED  
 GG0912  ___________________________________________________________________
 GG0912  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0912  DYNAMIC HT  -         403.913 (meters)    1325.17  (feet)  COMP
 GG0912  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 GG0912
 GG0912  VERT ORDER  -  FIRST     CLASS II
 GG0912
 GG0912.The horizontal coordinates were scaled from a topographic map and have
 GG0912.an estimated accuracy of +/- 6 seconds.
 GG0912
 GG0912.The orthometric height was determined by differential leveling
 GG0912.and adjusted by the National Geodetic Survey in June 1991..
 GG0912
 GG0912.The geoid height was determined by GEOID03.
 GG0912
 GG0912.The dynamic height is computed by dividing the NAVD 88
 GG0912.geopotential number by the normal gravity value computed on the
 GG0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0912.degrees latitude (g = 980.6199 gals.).
 GG0912
 GG0912.The modeled gravity was interpolated from observed gravity values.
 GG0912
 GG0912;                    North         East    Units  Estimated Accuracy
 GG0912;SPC AR N     -   207,870.      208,650.      MT  (+/- 180 meters Scaled)
 GG0912
 GG0912                          SUPERSEDED SURVEY CONTROL
 GG0912
 GG0912  NGVD 29 (10/05/93)  404.116  (m)         1325.84   (f) ADJUSTED    1 2
 GG0912
 GG0912.Superseded values are not recommended for survey control.
 GG0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0912.See file dsdata.txt to determine how the superseded data were derived.
 GG0912
 GG0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA986054(NAD 83)
 GG0912_MARKER: I = METAL ROD
 GG0912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0912_SP_SET: STAINLESS STEEL ROD
 GG0912_STAMPING: F 309 1989
 GG0912_MARK LOGO: NGS   
 GG0912_PROJECTION: FLUSH
 GG0912_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0912+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0912_ROD/PIPE-DEPTH: 3.2  meters
 GG0912
 GG0912  HISTORY     - Date     Condition        Report By
 GG0912  HISTORY     - 1989     MONUMENTED       NGS
 GG0912
 GG0912                          STATION DESCRIPTION
 GG0912
 GG0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0912'IN SPRINGDALE, AT THE INTERSECTION OF HUNTSVILLE AVENUE AND THE
 GG0912'ARKANSAS AND MISSOURI RAILROAD, 31.3 M (102.7 FT) SOUTH OF THE
 GG0912'CENTERLINE OF THE AVENUE, 14.3 M (46.9 FT) SOUTHWEST OF THE NORTHEAST
 GG0912'CORNER OF THE FARMERS CO-OP INCORPORATED BUILDING, 12.8 M (42.0 FT)
 GG0912'EAST OF THE NEAR RAIL OF THE MAIN TRACK, 2.5 M (8.2 FT) EAST OF THE
 GG0912'NEAR RAIL OF A SPUR TRACK, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST,
 GG0912'AND LEVEL WITH THE AVENUE.  NOTE--ACCESS TO DATUM POINT IS HAD
 GG0912'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0053 ***********************************************************************
 DM0053  DESIGNATION -  F 31
 DM0053  PID         -  DM0053
 DM0053  STATE/COUNTY-  AR/LITTLE RIVER
 DM0053  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0053
 DM0053                         *CURRENT SURVEY CONTROL
 DM0053  ___________________________________________________________________
 DM0053* NAD 83(1986)-  33 40 30.     (N)    094 08 15.     (W)     SCALED    
 DM0053* NAVD 88     -        99.788  (meters)     327.39   (feet)  ADJUSTED  
 DM0053  ___________________________________________________________________
 DM0053  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM0053  DYNAMIC HT  -          99.684 (meters)     327.05  (feet)  COMP
 DM0053  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 DM0053
 DM0053  VERT ORDER  -  FIRST     CLASS II
 DM0053
 DM0053.The horizontal coordinates were scaled from a topographic map and have
 DM0053.an estimated accuracy of +/- 6 seconds.
 DM0053
 DM0053.The orthometric height was determined by differential leveling
 DM0053.and adjusted by the National Geodetic Survey in June 1991..
 DM0053
 DM0053.The geoid height was determined by GEOID03.
 DM0053
 DM0053.The dynamic height is computed by dividing the NAVD 88
 DM0053.geopotential number by the normal gravity value computed on the
 DM0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0053.degrees latitude (g = 980.6199 gals.).
 DM0053
 DM0053.The modeled gravity was interpolated from observed gravity values.
 DM0053
 DM0053;                    North         East    Units  Estimated Accuracy
 DM0053;SPC AR S     -   513,910.      201,810.      MT  (+/- 180 meters Scaled)
 DM0053
 DM0053                          SUPERSEDED SURVEY CONTROL
 DM0053
 DM0053  NGVD 29 (??/??/92)   99.794  (m)          327.41   (f) ADJ UNCH    1 2
 DM0053
 DM0053.Superseded values are not recommended for survey control.
 DM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0053.See file dsdata.txt to determine how the superseded data were derived.
 DM0053
 DM0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT945267(NAD 83)
 DM0053_MARKER: DB = BENCH MARK DISK
 DM0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0053_SP_SET: WATER TRANK LEG
 DM0053_STAMPING: F 31 1934
 DM0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0053
 DM0053  HISTORY     - Date     Condition        Report By
 DM0053  HISTORY     - 1934     MONUMENTED       CGS
 DM0053  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0053  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0053  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0053
 DM0053                          STATION DESCRIPTION
 DM0053
 DM0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0053'IN ASHDOWN.
 DM0053'AT THE WEST SIDE OF ASHDOWN, LITTLE RIVER COUNTY, 25 POLES EAST OF ST.
 DM0053'LOUIS-SAN FRANCISCO RAILWAY MILEPOST 646, IN THE TOP OF THE CONCRETE
 DM0053'BASE OF THE SOUTHEAST LEG OF A WATER TANK, 10 FEET NORTH OF THE NORTH
 DM0053'RAIL, AND 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED F 31 1934.
 DM0053
 DM0053                          STATION RECOVERY (1985)
 DM0053
 DM0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0053'NOT RECOVERED, A SEARCH WAS MADE, OLD WATER TANK LEG FOUNDATION WAS
 DM0053'FOUND BUT NO DISK, PROBABLY TAKEN OUT BY RAILROAD WORK.
 DM0053
 DM0053                          STATION RECOVERY (1985)
 DM0053
 DM0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0053'THE TOP OF THE CONCRETE BASE OF THE WATER TANK HAS BEEN BROKEN OFF.
 DM0053
 DM0053                          STATION RECOVERY (1997)
 DM0053
 DM0053'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1252 ***********************************************************************
 DL1252  DESIGNATION -  F 310
 DL1252  PID         -  DL1252
 DL1252  STATE/COUNTY-  AR/MILLER
 DL1252  USGS QUAD   -  GARLAND (1975)
 DL1252
 DL1252                         *CURRENT SURVEY CONTROL
 DL1252  ___________________________________________________________________
 DL1252* NAD 83(1986)-  33 22 02.     (N)    093 43 00.     (W)     SCALED    
 DL1252* NAVD 88     -        71.379  (meters)     234.18   (feet)  ADJUSTED  
 DL1252  ___________________________________________________________________
 DL1252  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL1252  DYNAMIC HT  -          71.303 (meters)     233.93  (feet)  COMP
 DL1252  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DL1252
 DL1252  VERT ORDER  -  FIRST     CLASS II
 DL1252
 DL1252.The horizontal coordinates were scaled from a topographic map and have
 DL1252.an estimated accuracy of +/- 6 seconds.
 DL1252
 DL1252.The orthometric height was determined by differential leveling
 DL1252.and adjusted by the National Geodetic Survey in June 1991..
 DL1252
 DL1252.The geoid height was determined by GEOID03.
 DL1252
 DL1252.The dynamic height is computed by dividing the NAVD 88
 DL1252.geopotential number by the normal gravity value computed on the
 DL1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1252.degrees latitude (g = 980.6199 gals.).
 DL1252
 DL1252.The modeled gravity was interpolated from observed gravity values.
 DL1252
 DL1252;                    North         East    Units  Estimated Accuracy
 DL1252;SPC AR S     -   479,040.      240,250.      MT  (+/- 180 meters Scaled)
 DL1252
 DL1252                          SUPERSEDED SURVEY CONTROL
 DL1252
 DL1252.No superseded survey control is available for this station.
 DL1252
 DL1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS333922(NAD 83)
 DL1252_MARKER: I = METAL ROD
 DL1252_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1252_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DL1252_STAMPING: F 310 1986
 DL1252_MARK LOGO: NGS   
 DL1252_PROJECTION: RECESSED 2 CENTIMETERS
 DL1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL1252+STABILITY: POSITION/ELEVATION WELL
 DL1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1252+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 DL1252_ROD/PIPE-DEPTH: 20.7 meters
 DL1252_SLEEVE-DEPTH  : 7.6 meters
 DL1252
 DL1252  HISTORY     - Date     Condition        Report By
 DL1252  HISTORY     - 1986     MONUMENTED       NGS
 DL1252  HISTORY     - 20040624 GOOD             ARHD
 DL1252
 DL1252                          STATION DESCRIPTION
 DL1252
 DL1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DL1252'IN GARLAND CITY.
 DL1252'IN GARLAND CITY, AT THE INTERSECTION OF U.S. HIGHWAY 82 AN FRONT
 DL1252'STREET, 99.6 M (326.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.9
 DL1252'M (39.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 5.5 M (18.0
 DL1252'FT) NORTH OF THE CENTER OF THE STREET, AND 1.4 M (4.6 FT)
 DL1252'EAST-NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DL1252'THROUGH A 5-INCH LOGO CAP.
 DL1252'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DL1252
 DL1252                          STATION RECOVERY (2004)
 DL1252
 DL1252'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 DL1252'FRONT STREET IS NOW MARTIN LUTHER KING STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1255 ***********************************************************************
 FH1255  DESIGNATION -  F 311
 FH1255  PID         -  FH1255
 FH1255  STATE/COUNTY-  AR/SEBASTIAN
 FH1255  USGS QUAD   -  FORT SMITH (1987)
 FH1255
 FH1255                         *CURRENT SURVEY CONTROL
 FH1255  ___________________________________________________________________
 FH1255* NAD 83(1986)-  35 25 38.     (N)    094 22 38.     (W)     SCALED    
 FH1255* NAVD 88     -       136.157  (meters)     446.71   (feet)  ADJUSTED  
 FH1255  ___________________________________________________________________
 FH1255  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FH1255  DYNAMIC HT  -         136.030 (meters)     446.29  (feet)  COMP
 FH1255  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FH1255
 FH1255  VERT ORDER  -  FIRST     CLASS II
 FH1255
 FH1255.The horizontal coordinates were scaled from a topographic map and have
 FH1255.an estimated accuracy of +/- 6 seconds.
 FH1255
 FH1255.The orthometric height was determined by differential leveling
 FH1255.and adjusted by the National Geodetic Survey in June 1991..
 FH1255
 FH1255.The geoid height was determined by GEOID03.
 FH1255
 FH1255.The dynamic height is computed by dividing the NAVD 88
 FH1255.geopotential number by the normal gravity value computed on the
 FH1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1255.degrees latitude (g = 980.6199 gals.).
 FH1255
 FH1255.The modeled gravity was interpolated from observed gravity values.
 FH1255
 FH1255;                    North         East    Units  Estimated Accuracy
 FH1255;SPC AR N     -   123,960.      184,160.      MT  (+/- 180 meters Scaled)
 FH1255
 FH1255                          SUPERSEDED SURVEY CONTROL
 FH1255
 FH1255  NGVD 29 (10/05/93)  136.068  (m)          446.42   (f) ADJUSTED    1 2
 FH1255
 FH1255.Superseded values are not recommended for survey control.
 FH1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1255.See file dsdata.txt to determine how the superseded data were derived.
 FH1255
 FH1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV749212(NAD 83)
 FH1255_MARKER: I = METAL ROD
 FH1255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1255_SP_SET: STAINLESS STEEL ROD
 FH1255_STAMPING: F 311 1989
 FH1255_MARK LOGO: NGS   
 FH1255_PROJECTION: FLUSH
 FH1255_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1255+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1255_ROD/PIPE-DEPTH: 7.4  meters
 FH1255
 FH1255  HISTORY     - Date     Condition        Report By
 FH1255  HISTORY     - 1989     MONUMENTED       NGS
 FH1255
 FH1255                          STATION DESCRIPTION
 FH1255
 FH1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1255'IN FORT SMITH, AT THE INTERSECTION OF 6TH AND HARRIET STREET, 19.6 M
 FH1255'(64.3 FT) SOUTHWEST OF THE CENTER OF HARRIET STREET, 15.1 M (49.5 FT)
 FH1255'SOUTHEAST OF THE CENTERLINE OF 6TH STREET, 10.0 M (32.8 FT) NORTHEAST
 FH1255'OF UTILITY POLE NUMBER 523, 1.5 M (4.9 FT) SOUTHWEST OF A FENCE
 FH1255'CORNER, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST AND FENCE, 0.3 M
 FH1255'(1.0 FT) BELOW THE LEVEL OF 6TH STREET.  NOTE--ACCESS TO THE DATUM
 FH1255'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1238 ***********************************************************************
 FH1238  DESIGNATION -  F 312
 FH1238  PID         -  FH1238
 FH1238  STATE/COUNTY-  AR/WASHINGTON
 FH1238  USGS QUAD   -  WINSLOW (1983)
 FH1238
 FH1238                         *CURRENT SURVEY CONTROL
 FH1238  ___________________________________________________________________
 FH1238* NAD 83(1986)-  35 47 48.     (N)    094 07 40.     (W)     SCALED    
 FH1238* NAVD 88     -       574.760  (meters)    1885.69   (feet)  ADJUSTED  
 FH1238  ___________________________________________________________________
 FH1238  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FH1238  DYNAMIC HT  -         574.211 (meters)    1883.89  (feet)  COMP
 FH1238  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 FH1238
 FH1238  VERT ORDER  -  FIRST     CLASS II
 FH1238
 FH1238.The horizontal coordinates were scaled from a topographic map and have
 FH1238.an estimated accuracy of +/- 6 seconds.
 FH1238
 FH1238.The orthometric height was determined by differential leveling
 FH1238.and adjusted by the National Geodetic Survey in June 1991..
 FH1238
 FH1238.The geoid height was determined by GEOID03.
 FH1238
 FH1238.The dynamic height is computed by dividing the NAVD 88
 FH1238.geopotential number by the normal gravity value computed on the
 FH1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1238.degrees latitude (g = 980.6199 gals.).
 FH1238
 FH1238.The modeled gravity was interpolated from observed gravity values.
 FH1238
 FH1238;                    North         East    Units  Estimated Accuracy
 FH1238;SPC AR N     -   164,420.      207,690.      MT  (+/- 180 meters Scaled)
 FH1238
 FH1238                          SUPERSEDED SURVEY CONTROL
 FH1238
 FH1238  NGVD 29 (10/05/93)  574.602  (m)         1885.17   (f) ADJUSTED    1 2
 FH1238
 FH1238.Superseded values are not recommended for survey control.
 FH1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1238.See file dsdata.txt to determine how the superseded data were derived.
 FH1238
 FH1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV980619(NAD 83)
 FH1238_MARKER: DV = VERTICAL CONTROL DISK
 FH1238_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 FH1238_SP_SET: WALL
 FH1238_STAMPING: F 312 1989
 FH1238_MARK LOGO: NGS   
 FH1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1238+STABILITY: POSITION/ELEVATION WELL
 FH1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1238+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1238
 FH1238  HISTORY     - Date     Condition        Report By
 FH1238  HISTORY     - 1989     MONUMENTED       NGS
 FH1238
 FH1238                          STATION DESCRIPTION
 FH1238
 FH1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1238'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1238'WITH STATE HIGHWAY 74 IN WINSLOW, SET VERTICALLY IN THE NORTH FACE OF
 FH1238'THE WINSLOW HIGH SCHOOL, 67.4 M (221.1 FT) WEST OF THE CENTERLINE OF
 FH1238'THE HIGHWAY, 1.7 M (5.6 FT) WEST OF THE NORTHEAST CORNER OF THE
 FH1238'BUILDING, AND 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0923 ***********************************************************************
 GG0923  DESIGNATION -  F 313
 GG0923  PID         -  GG0923
 GG0923  STATE/COUNTY-  AR/BENTON
 GG0923  USGS QUAD   -  PEA RIDGE (1981)
 GG0923
 GG0923                         *CURRENT SURVEY CONTROL
 GG0923  ___________________________________________________________________
 GG0923* NAD 83(1986)-  36 23 33.     (N)    094 05 01.     (W)     SCALED    
 GG0923* NAVD 88     -       412.172  (meters)    1352.27   (feet)  ADJUSTED  
 GG0923  ___________________________________________________________________
 GG0923  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GG0923  DYNAMIC HT  -         411.810 (meters)    1351.08  (feet)  COMP
 GG0923  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 GG0923
 GG0923  VERT ORDER  -  FIRST     CLASS II
 GG0923
 GG0923.The horizontal coordinates were scaled from a topographic map and have
 GG0923.an estimated accuracy of +/- 6 seconds.
 GG0923
 GG0923.The orthometric height was determined by differential leveling
 GG0923.and adjusted by the National Geodetic Survey in June 1991..
 GG0923
 GG0923.The geoid height was determined by GEOID03.
 GG0923
 GG0923.The dynamic height is computed by dividing the NAVD 88
 GG0923.geopotential number by the normal gravity value computed on the
 GG0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0923.degrees latitude (g = 980.6199 gals.).
 GG0923
 GG0923.The modeled gravity was interpolated from observed gravity values.
 GG0923
 GG0923;                    North         East    Units  Estimated Accuracy
 GG0923;SPC AR N     -   230,440.      213,080.      MT  (+/- 180 meters Scaled)
 GG0923
 GG0923                          SUPERSEDED SURVEY CONTROL
 GG0923
 GG0923  NGVD 29 (10/05/93)  412.031  (m)         1351.81   (f) ADJUSTED    1 2
 GG0923
 GG0923.Superseded values are not recommended for survey control.
 GG0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0923.See file dsdata.txt to determine how the superseded data were derived.
 GG0923
 GG0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA028280(NAD 83)
 GG0923_MARKER: I = METAL ROD
 GG0923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0923_SP_SET: STAINLESS STEEL ROD
 GG0923_STAMPING: F 313 1989
 GG0923_MARK LOGO: NGS   
 GG0923_PROJECTION: FLUSH
 GG0923_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0923+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0923_ROD/PIPE-DEPTH: 3.4  meters
 GG0923
 GG0923  HISTORY     - Date     Condition        Report By
 GG0923  HISTORY     - 1989     MONUMENTED       NGS
 GG0923
 GG0923                          STATION DESCRIPTION
 GG0923
 GG0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0923'5.2 KM (3.25 MI) NORTHERLY ALONG U.S. HIGHWAY 62 FROM ITS JUNCTION
 GG0923'WITH STATE HIGHWAY 94 IN ROGERS, 18.4 M (60.4 FT) NORTHWEST OF THE
 GG0923'CENTERLINE OF THE HIGHWAY, 7.4 M (24.3 FT) NORTHEAST OF THE CENTER OF
 GG0923'A DRIVEWAY, 7.0 M (23.0 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 GG0923'LESTER LANE, 0.6 M (2.0 FT) EAST OF UTILITY POLE NUMBER 28992, 0.3 M
 GG0923'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE CORNER, AND LEVEL WITH
 GG0923'THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GG0923'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2176 ***********************************************************************
 FF2176  DESIGNATION -  F 314
 FF2176  PID         -  FF2176
 FF2176  STATE/COUNTY-  AR/CRITTENDEN
 FF2176  USGS QUAD   -  JERICHO (1993)
 FF2176
 FF2176                         *CURRENT SURVEY CONTROL
 FF2176  ___________________________________________________________________
 FF2176* NAD 83(1986)-  35 19 21.     (N)    090 14 29.     (W)     SCALED    
 FF2176* NAVD 88     -        69.265  (meters)     227.25   (feet)  ADJUSTED  
 FF2176  ___________________________________________________________________
 FF2176  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF2176  DYNAMIC HT  -          69.204 (meters)     227.05  (feet)  COMP
 FF2176  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FF2176
 FF2176  VERT ORDER  -  FIRST     CLASS II
 FF2176
 FF2176.The horizontal coordinates were scaled from a topographic map and have
 FF2176.an estimated accuracy of +/- 6 seconds.
 FF2176
 FF2176.The orthometric height was determined by differential leveling
 FF2176.and adjusted by the National Geodetic Survey in January 1995..
 FF2176
 FF2176.The geoid height was determined by GEOID03.
 FF2176
 FF2176.The dynamic height is computed by dividing the NAVD 88
 FF2176.geopotential number by the normal gravity value computed on the
 FF2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2176.degrees latitude (g = 980.6199 gals.).
 FF2176
 FF2176.The modeled gravity was interpolated from observed gravity values.
 FF2176
 FF2176;                    North         East    Units  Estimated Accuracy
 FF2176;SPC AR N     -   111,170.      559,890.      MT  (+/- 180 meters Scaled)
 FF2176
 FF2176                          SUPERSEDED SURVEY CONTROL
 FF2176
 FF2176  NGVD 29 (10/05/93)   69.244  (m)          227.18   (f) ADJUSTED    1 2
 FF2176
 FF2176.Superseded values are not recommended for survey control.
 FF2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2176.See file dsdata.txt to determine how the superseded data were derived.
 FF2176
 FF2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV507123(NAD 83)
 FF2176_MARKER: I = METAL ROD
 FF2176_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2176_SP_SET: STAINLESS STEEL ROD
 FF2176_STAMPING: F 314 1990
 FF2176_MARK LOGO: NGS   
 FF2176_PROJECTION: RECESSED 2 CENTIMETERS
 FF2176_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2176+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF2176_ROD/PIPE-DEPTH: 25.6 meters
 FF2176
 FF2176  HISTORY     - Date     Condition        Report By
 FF2176  HISTORY     - 1990     MONUMENTED       NGS
 FF2176  HISTORY     - 20021024 GOOD             USACE
 FF2176
 FF2176                          STATION DESCRIPTION
 FF2176
 FF2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2176'6.2 KM (3.85 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM THE HIGH SCHOOL
 FF2176'IN TURRELL, 16.2 M (53.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF A
 FF2176'DRIVEWAY, 9.5 M (31.2 FT) WEST OF THE HIGHWAY CENTERLINE, 1.4 M
 FF2176'(4.6 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 7A 47570-485, 0.3 M
 FF2176'(1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 FF2176'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FF2176'LOGO CAP.
 FF2176
 FF2176                          STATION RECOVERY (2002)
 FF2176
 FF2176'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2200 ***********************************************************************
 FF2200  DESIGNATION -  F 315
 FF2200  PID         -  FF2200
 FF2200  STATE/COUNTY-  AR/CRAIGHEAD
 FF2200  USGS QUAD   -  JONESBORO (1983)
 FF2200
 FF2200                         *CURRENT SURVEY CONTROL
 FF2200  ___________________________________________________________________
 FF2200* NAD 83(1986)-  35 50 37.     (N)    090 43 15.     (W)     SCALED    
 FF2200* NAVD 88     -        91.086  (meters)     298.84   (feet)  ADJUSTED  
 FF2200  ___________________________________________________________________
 FF2200  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF2200  DYNAMIC HT  -          91.009 (meters)     298.59  (feet)  COMP
 FF2200  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 FF2200
 FF2200  VERT ORDER  -  FIRST     CLASS II
 FF2200
 FF2200.The horizontal coordinates were scaled from a topographic map and have
 FF2200.an estimated accuracy of +/- 6 seconds.
 FF2200
 FF2200.The orthometric height was determined by differential leveling
 FF2200.and adjusted by the National Geodetic Survey in January 1995..
 FF2200
 FF2200.The geoid height was determined by GEOID03.
 FF2200
 FF2200.The dynamic height is computed by dividing the NAVD 88
 FF2200.geopotential number by the normal gravity value computed on the
 FF2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2200.degrees latitude (g = 980.6199 gals.).
 FF2200
 FF2200.The modeled gravity was interpolated from observed gravity values.
 FF2200
 FF2200;                    North         East    Units  Estimated Accuracy
 FF2200;SPC AR N     -   168,300.      515,550.      MT  (+/- 180 meters Scaled)
 FF2200
 FF2200                          SUPERSEDED SURVEY CONTROL
 FF2200
 FF2200  NGVD 29 (10/05/93)   91.003  (m)          298.57   (f) ADJUSTED    1 2
 FF2200
 FF2200.Superseded values are not recommended for survey control.
 FF2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2200.See file dsdata.txt to determine how the superseded data were derived.
 FF2200
 FF2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV058690(NAD 83)
 FF2200_MARKER: DV = VERTICAL CONTROL DISK
 FF2200_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FF2200_SP_SET: ELEVATOR
 FF2200_STAMPING: F 315 1990
 FF2200_MARK LOGO: NGS   
 FF2200_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF2200+STABILITY: POSITION/ELEVATION WELL
 FF2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2200+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF2200
 FF2200  HISTORY     - Date     Condition        Report By
 FF2200  HISTORY     - 1990     MONUMENTED       NGS
 FF2200  HISTORY     - 20020816 GOOD             USACE
 FF2200
 FF2200                          STATION DESCRIPTION
 FF2200
 FF2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2200'IN JONESBORO, AT THE INTERSECTION OF FLOYD STREET AND THE BURLINGTON
 FF2200'NORTHERN RAILROAD, SET VERTICALLY IN THE WEST FACE OF THE RICELAND
 FF2200'FOODS GRAIN ELEVATOR BIN H, 43.6 M (143.0 FT) NORTH OF THE NEAR RAIL,
 FF2200'29.5 M (96.8 FT) EAST OF THE EXTENDED CENTER OF THE STREET, 1.0 M
 FF2200'(3.3 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT) NORTH OF THE
 FF2200'SOUTHWEST CORNER OF THE BUILDING. NOTE--THE MARK IS ON PROPERTY OWNED
 FF2200'BY RICELAND FOODS, CONTACT--KEITH HENICK--P.O. BOX 1804, JONESBORO,
 FF2200'AR 72403, TELEPHONE NUMBER (501) 933-1148.
 FF2200
 FF2200                          STATION RECOVERY (2002)
 FF2200
 FF2200'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2200'BIN H IS NOW BLDG. 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1218 ***********************************************************************
 GE1218  DESIGNATION -  F 316
 GE1218  PID         -  GE1218
 GE1218  STATE/COUNTY-  AR/LAWRENCE
 GE1218  USGS QUAD   -  BLACK ROCK (1974)
 GE1218
 GE1218                         *CURRENT SURVEY CONTROL
 GE1218  ___________________________________________________________________
 GE1218* NAD 83(1986)-  36 06 20.     (N)    091 06 15.     (W)     SCALED    
 GE1218* NAVD 88     -        90.145  (meters)     295.75   (feet)  ADJUSTED  
 GE1218  ___________________________________________________________________
 GE1218  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GE1218  DYNAMIC HT  -          90.070 (meters)     295.50  (feet)  COMP
 GE1218  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 GE1218
 GE1218  VERT ORDER  -  FIRST     CLASS II
 GE1218
 GE1218.The horizontal coordinates were scaled from a topographic map and have
 GE1218.an estimated accuracy of +/- 6 seconds.
 GE1218
 GE1218.The orthometric height was determined by differential leveling
 GE1218.and adjusted by the National Geodetic Survey in January 1995..
 GE1218
 GE1218.The geoid height was determined by GEOID03.
 GE1218
 GE1218.The dynamic height is computed by dividing the NAVD 88
 GE1218.geopotential number by the normal gravity value computed on the
 GE1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1218.degrees latitude (g = 980.6199 gals.).
 GE1218
 GE1218.The modeled gravity was interpolated from observed gravity values.
 GE1218
 GE1218;                    North         East    Units  Estimated Accuracy
 GE1218;SPC AR N     -   196,990.      480,660.      MT  (+/- 180 meters Scaled)
 GE1218
 GE1218                          SUPERSEDED SURVEY CONTROL
 GE1218
 GE1218  NGVD 29 (10/05/93)   90.053  (m)          295.45   (f) ADJUSTED    1 2
 GE1218
 GE1218.Superseded values are not recommended for survey control.
 GE1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1218.See file dsdata.txt to determine how the superseded data were derived.
 GE1218
 GE1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV706973(NAD 83)
 GE1218_MARKER: DV = VERTICAL CONTROL DISK
 GE1218_SETTING: 66 = SET IN ROCK OUTCROP
 GE1218_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1218_STAMPING: F 316 1990
 GE1218_MARK LOGO: NGS   
 GE1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1218+STABILITY: POSITION/ELEVATION WELL
 GE1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1218+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1218
 GE1218  HISTORY     - Date     Condition        Report By
 GE1218  HISTORY     - 1990     MONUMENTED       NGS
 GE1218  HISTORY     - 20021026 GOOD             USACE
 GE1218
 GE1218                          STATION DESCRIPTION
 GE1218
 GE1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1218'IN BLACK ROCK, AT THE INTERSECTION OF U.S. HIGHWAY 63 AND EIGHTH
 GE1218'STREET, NEAR THE CENTER OF A 5 BY 25-FOOT EXPOSED AREA OF BEDROCK IN
 GE1218'A SHALLOW HIGHWAY CUT, 17.7 M (58.1 FT) EAST OF THE STREET CENTER,
 GE1218'10.1 M (33.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.8 ABOVE THE LEVEL
 GE1218'OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 GE1218
 GE1218                          STATION RECOVERY (2002)
 GE1218
 GE1218'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0812 ***********************************************************************
 FF0812  DESIGNATION -  F 33
 FF0812  PID         -  FF0812
 FF0812  STATE/COUNTY-  AR/CRAIGHEAD
 FF0812  USGS QUAD   -  NEEDHAM (1983)
 FF0812
 FF0812                         *CURRENT SURVEY CONTROL
 FF0812  ___________________________________________________________________
 FF0812* NAD 83(1986)-  35 49 06.     (N)    090 32 49.     (W)     SCALED    
 FF0812* NAVD 88     -        72.442  (meters)     237.67   (feet)  POSTED    
 FF0812  ___________________________________________________________________
 FF0812  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FF0812  DYNAMIC HT  -          72.380 (meters)     237.47  (feet)  COMP
 FF0812  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 FF0812
 FF0812  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0812
 FF0812.The horizontal coordinates were scaled from a topographic map and have
 FF0812.an estimated accuracy of +/- 6 seconds.
 FF0812
 FF0812.The orthometric height was determined by differential leveling
 FF0812.and adjusted by the National Geodetic Survey in 1992..
 FF0812.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0812.rate of 1.1 thru 2.0 mm/km.
 FF0812
 FF0812.The geoid height was determined by GEOID03.
 FF0812
 FF0812.The dynamic height is computed by dividing the NAVD 88
 FF0812.geopotential number by the normal gravity value computed on the
 FF0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0812.degrees latitude (g = 980.6199 gals.).
 FF0812
 FF0812.The modeled gravity was interpolated from observed gravity values.
 FF0812
 FF0812;                    North         East    Units  Estimated Accuracy
 FF0812;SPC AR N     -   165,720.      531,300.      MT  (+/- 180 meters Scaled)
 FF0812
 FF0812                          SUPERSEDED SURVEY CONTROL
 FF0812
 FF0812  NGVD 29 (??/??/??)   72.373  (m)          237.44   (f) ADJUSTED    1 2
 FF0812
 FF0812.Superseded values are not recommended for survey control.
 FF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0812.See file dsdata.txt to determine how the superseded data were derived.
 FF0812
 FF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV216665(NAD 83)
 FF0812_MARKER: DB = BENCH MARK DISK
 FF0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0812_STAMPING: F 33 1933
 FF0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0812+STABILITY: SURFACE MOTION
 FF0812
 FF0812  HISTORY     - Date     Condition        Report By
 FF0812  HISTORY     - 1933     MONUMENTED       CGS
 FF0812  HISTORY     - 1956     GOOD             CGS
 FF0812  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF0812  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF0812
 FF0812                          STATION DESCRIPTION
 FF0812
 FF0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0812'6.2 MI W FROM LAKE CITY.
 FF0812'6.25 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0812'THE CITY WATER TOWER AT LAKE CITY, ABOUT 5.7 MILES EAST OF THE
 FF0812'STATION AT NETTLETON, ABOUT 0.65 MILE WEST OF ROAD CROSSING AT
 FF0812'NEEDHAM, ABOUT 0.4 MILE EAST OF A GRAVEL ROAD CROSSING, AT A
 FF0812'PRIVATE ROAD CROSSING, 117 FEET EAST OF CENTER LINE OF ROAD, 14.3
 FF0812'FEET SOUTH OF SOUTH RAIL, 56 FEET SOUTH AND ACROSS TRACK FROM
 FF0812'TELEPHONE POLE NO. 1651, 126 FEET NORTH-NORTHWEST OF NORTHEAST
 FF0812'CORNER OF PORCH OF A FARM HOUSE, 1 1/2 FEET EAST OF A WHITE
 FF0812'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET
 FF0812'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0812
 FF0812                          STATION RECOVERY (1979)
 FF0812
 FF0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FF0812'MARK NOT FOUND.
 FF0812
 FF0812                          STATION RECOVERY (1979)
 FF0812
 FF0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FF0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0103 ***********************************************************************
 GG0103  DESIGNATION -  F 34
 GG0103  PID         -  GG0103
 GG0103  STATE/COUNTY-  AR/BENTON
 GG0103  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0103
 GG0103                         *CURRENT SURVEY CONTROL
 GG0103  ___________________________________________________________________
 GG0103* NAD 83(1986)-  36 21 39.     (N)    094 13 59.     (W)     SCALED    
 GG0103* NAVD 88     -       389.078  (meters)    1276.50   (feet)  ADJUSTED  
 GG0103  ___________________________________________________________________
 GG0103  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GG0103  DYNAMIC HT  -         388.739 (meters)    1275.39  (feet)  COMP
 GG0103  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 GG0103
 GG0103  VERT ORDER  -  SECOND    CLASS 0
 GG0103
 GG0103.The horizontal coordinates were scaled from a topographic map and have
 GG0103.an estimated accuracy of +/- 6 seconds.
 GG0103
 GG0103.The orthometric height was determined by differential leveling
 GG0103.and adjusted by the National Geodetic Survey in June 1991..
 GG0103
 GG0103.The geoid height was determined by GEOID03.
 GG0103
 GG0103.The dynamic height is computed by dividing the NAVD 88
 GG0103.geopotential number by the normal gravity value computed on the
 GG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0103.degrees latitude (g = 980.6199 gals.).
 GG0103
 GG0103.The modeled gravity was interpolated from observed gravity values.
 GG0103
 GG0103;                    North         East    Units  Estimated Accuracy
 GG0103;SPC AR N     -   227,220.      199,590.      MT  (+/- 180 meters Scaled)
 GG0103
 GG0103                          SUPERSEDED SURVEY CONTROL
 GG0103
 GG0103  NGVD 29 (??/??/92)  388.939  (m)         1276.04   (f) ADJ UNCH    2 0
 GG0103
 GG0103.Superseded values are not recommended for survey control.
 GG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0103.See file dsdata.txt to determine how the superseded data were derived.
 GG0103
 GG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA893246(NAD 83)
 GG0103_MARKER: DB = BENCH MARK DISK
 GG0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0103_STAMPING: F 34 1934
 GG0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0103+STABILITY: SURFACE MOTION
 GG0103
 GG0103  HISTORY     - Date     Condition        Report By
 GG0103  HISTORY     - 1934     MONUMENTED       CGS
 GG0103  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0103  HISTORY     - 1970     MARK NOT FOUND   USGS
 GG0103
 GG0103                          STATION DESCRIPTION
 GG0103
 GG0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0103'1.4 MI W FROM BENTONVILLE.
 GG0103'1.4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0103'THE STATION AT BENTONVILLE, BENTON COUNTY, 1,500 FEET NORTH OF A
 GG0103'GRAVEL ROAD, 500 FEET SOUTH OF A HOUSE, NEAR A ROAD CROSSING
 GG0103'SIGN, 15 FEET EAST OF THE ROAD, AND 20 FEET NORTH OF THE TRACK.
 GG0103'A STANDARD DISK, STAMPED F 34 1934 AND SET IN THE TOP OF A
 GG0103'CONCRETE POST.  NOTE-- THE RAILROAD HAS BEEN REMOVED
 GG0103
 GG0103                          STATION RECOVERY (1970)
 GG0103
 GG0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GG0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0353 ***********************************************************************
 GF0353  DESIGNATION -  F 35
 GF0353  PID         -  GF0353
 GF0353  STATE/COUNTY-  AR/CARROLL
 GF0353  USGS QUAD   -  BLUE EYE (1972)
 GF0353
 GF0353                         *CURRENT SURVEY CONTROL
 GF0353  ___________________________________________________________________
 GF0353* NAD 83(1986)-  36 27 21.     (N)    093 26 28.     (W)     SCALED    
 GF0353* NAVD 88     -       410.972  (meters)    1348.33   (feet)  ADJUSTED  
 GF0353  ___________________________________________________________________
 GF0353  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0353  DYNAMIC HT  -         410.612 (meters)    1347.15  (feet)  COMP
 GF0353  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 GF0353
 GF0353  VERT ORDER  -  SECOND    CLASS 0
 GF0353
 GF0353.The horizontal coordinates were scaled from a topographic map and have
 GF0353.an estimated accuracy of +/- 6 seconds.
 GF0353
 GF0353.The orthometric height was determined by differential leveling
 GF0353.and adjusted by the National Geodetic Survey in June 1991..
 GF0353
 GF0353.The geoid height was determined by GEOID03.
 GF0353
 GF0353.The dynamic height is computed by dividing the NAVD 88
 GF0353.geopotential number by the normal gravity value computed on the
 GF0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0353.degrees latitude (g = 980.6199 gals.).
 GF0353
 GF0353.The modeled gravity was interpolated from observed gravity values.
 GF0353
 GF0353;                    North         East    Units  Estimated Accuracy
 GF0353;SPC AR N     -   236,430.      270,810.      MT  (+/- 180 meters Scaled)
 GF0353
 GF0353                          SUPERSEDED SURVEY CONTROL
 GF0353
 GF0353  NGVD 29 (??/??/92)  410.839  (m)         1347.89   (f) ADJ UNCH    2 0
 GF0353
 GF0353.Superseded values are not recommended for survey control.
 GF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0353.See file dsdata.txt to determine how the superseded data were derived.
 GF0353
 GF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA604345(NAD 83)
 GF0353_MARKER: DB = BENCH MARK DISK
 GF0353_SETTING: 0 = UNSPECIFIED SETTING
 GF0353_STAMPING: F-35 1934
 GF0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0353
 GF0353  HISTORY     - Date     Condition        Report By
 GF0353  HISTORY     - 1934     MONUMENTED       CGS
 GF0353  HISTORY     - 1987     POOR             USPSQD
 GF0353  HISTORY     - 1987     POOR             USPSQD
 GF0353  HISTORY     - 1988     GOOD             USPSQD
 GF0353  HISTORY     - 1989     GOOD             USPSQD
 GF0353  HISTORY     - 1990     POOR             USPSQD
 GF0353
 GF0353                          STATION DESCRIPTION
 GF0353
 GF0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0353'0.2 MI W FROM OAKGROVE.
 GF0353'0.2 MILE WEST OF, ALONG ST. HIGHWAY 21, FROM BAPTIST CHURCH
 GF0353'105 FEET WEST OF INTERSECTION OF COUNTY ROAD AND ST. HWY. 21,
 GF0353'44.5 FEET FROM CENTERLINE OF SIDEWALK TO FAY HUMBARD FARMHOUSE,
 GF0353'25.5 FEET NORTH OF CENTERLINE OF ST. HWY. 21, 1 FT. SOUTH
 GF0353'OF PROPERTY-FENCE LINE.
 GF0353
 GF0353                          STATION RECOVERY (1987)
 GF0353
 GF0353'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0353'MARK RECOVERED IN POOR CONDITION.
 GF0353
 GF0353                          STATION RECOVERY (1987)
 GF0353
 GF0353'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0353'MARK RECOVERED IN POOR CONDITION.
 GF0353
 GF0353                          STATION RECOVERY (1988)
 GF0353
 GF0353'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 GF0353'RECOVERED IN GOOD CONDITION.
 GF0353
 GF0353                          STATION RECOVERY (1989)
 GF0353
 GF0353'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 GF0353'RECOVERED IN GOOD CONDITION.
 GF0353
 GF0353                          STATION RECOVERY (1990)
 GF0353
 GF0353'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 GF0353'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0342 ***********************************************************************
 GF0342  DESIGNATION -  F 36
 GF0342  PID         -  GF0342
 GF0342  STATE/COUNTY-  AR/BOONE
 GF0342  USGS QUAD   -  BERGMAN (1975)
 GF0342
 GF0342                         *CURRENT SURVEY CONTROL
 GF0342  ___________________________________________________________________
 GF0342* NAD 83(1986)-  36 15 21.     (N)    093 05 41.     (W)     SCALED    
 GF0342* NAVD 88     -       393.153  (meters)    1289.87   (feet)  ADJUSTED  
 GF0342  ___________________________________________________________________
 GF0342  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0342  DYNAMIC HT  -         392.802 (meters)    1288.72  (feet)  COMP
 GF0342  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 GF0342
 GF0342  VERT ORDER  -  SECOND    CLASS 0
 GF0342
 GF0342.The horizontal coordinates were scaled from a topographic map and have
 GF0342.an estimated accuracy of +/- 6 seconds.
 GF0342
 GF0342.The orthometric height was determined by differential leveling
 GF0342.and adjusted by the National Geodetic Survey in June 1991..
 GF0342
 GF0342.The geoid height was determined by GEOID03.
 GF0342
 GF0342.The dynamic height is computed by dividing the NAVD 88
 GF0342.geopotential number by the normal gravity value computed on the
 GF0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0342.degrees latitude (g = 980.6199 gals.).
 GF0342
 GF0342.The modeled gravity was interpolated from observed gravity values.
 GF0342
 GF0342;                    North         East    Units  Estimated Accuracy
 GF0342;SPC AR N     -   213,840.      301,620.      MT  (+/- 180 meters Scaled)
 GF0342
 GF0342                          SUPERSEDED SURVEY CONTROL
 GF0342
 GF0342  NGVD 29 (??/??/92)  393.018  (m)         1289.43   (f) ADJ UNCH    2 0
 GF0342
 GF0342.Superseded values are not recommended for survey control.
 GF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0342.See file dsdata.txt to determine how the superseded data were derived.
 GF0342
 GF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA914123(NAD 83)
 GF0342_MARKER: DB = BENCH MARK DISK
 GF0342_SETTING: 0 = UNSPECIFIED SETTING
 GF0342_STAMPING: F-36 1934
 GF0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0342
 GF0342  HISTORY     - Date     Condition        Report By
 GF0342  HISTORY     - 1934     MONUMENTED       CGS
 GF0342
 GF0342                          STATION DESCRIPTION
 GF0342
 GF0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0342'2.1 MI NE FROM HARRISON.
 GF0342'2.1 MILES NORTHEAST OF, ALONG STATE HIGHWAY 43, FROM STATION
 GF0342'AT OAK GROVE SCHOOL, 150 FEET SOUTH OF THE SOUTHWEST CORNER
 GF0342'OF THE SCHOOLHOUSE, 8 FEET SOUTH OF RAIL FENCE OF SCHOOLYARD,
 GF0342'28.5 FEET EAST OF CENTERLINE OF HIGHWAY, 1 FT. NORTHWEST OF
 GF0342'PROPERTY-LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0121 ***********************************************************************
 GF0121  DESIGNATION -  F 37
 GF0121  PID         -  GF0121
 GF0121  STATE/COUNTY-  AR/BOONE
 GF0121  USGS QUAD   -  ZINC (1972)
 GF0121
 GF0121                         *CURRENT SURVEY CONTROL
 GF0121  ___________________________________________________________________
 GF0121* NAD 83(1986)-  36 15 49.     (N)    092 53 34.     (W)     SCALED    
 GF0121* NAVD 88     -       249.822  (meters)     819.62   (feet)  ADJUSTED  
 GF0121  ___________________________________________________________________
 GF0121  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GF0121  DYNAMIC HT  -         249.602 (meters)     818.90  (feet)  COMP
 GF0121  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 GF0121
 GF0121  VERT ORDER  -  SECOND    CLASS 0
 GF0121
 GF0121.The horizontal coordinates were scaled from a topographic map and have
 GF0121.an estimated accuracy of +/- 6 seconds.
 GF0121
 GF0121.The orthometric height was determined by differential leveling
 GF0121.and adjusted by the National Geodetic Survey in June 1991..
 GF0121
 GF0121.The geoid height was determined by GEOID03.
 GF0121
 GF0121.The dynamic height is computed by dividing the NAVD 88
 GF0121.geopotential number by the normal gravity value computed on the
 GF0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0121.degrees latitude (g = 980.6199 gals.).
 GF0121
 GF0121.The modeled gravity was interpolated from observed gravity values.
 GF0121
 GF0121;                    North         East    Units  Estimated Accuracy
 GF0121;SPC AR N     -   214,520.      319,770.      MT  (+/- 180 meters Scaled)
 GF0121
 GF0121                          SUPERSEDED SURVEY CONTROL
 GF0121
 GF0121  NGVD 29 (??/??/92)  249.702  (m)          819.23   (f) ADJ UNCH    2 0
 GF0121
 GF0121.Superseded values are not recommended for survey control.
 GF0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0121.See file dsdata.txt to determine how the superseded data were derived.
 GF0121
 GF0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA096131(NAD 83)
 GF0121_MARKER: DB = BENCH MARK DISK
 GF0121_SETTING: 66 = SET IN ROCK OUTCROP
 GF0121_SP_SET: LIMESTONE
 GF0121_STAMPING: F-37 1934
 GF0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0121+STABILITY: POSITION/ELEVATION WELL
 GF0121
 GF0121  HISTORY     - Date     Condition        Report By
 GF0121  HISTORY     - 1934     MONUMENTED       CGS
 GF0121
 GF0121                          STATION DESCRIPTION
 GF0121
 GF0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0121'1.9 MI E FROM ZINC.
 GF0121'22 FEET NORTH OF RAILROAD CENTERLINE, 4 FEET ABOVE TOP OF RAILS,
 GF0121'AT WEST END OF A SMALL CUT AND AT ABOUT THE CENTER OF CURVE,
 GF0121'ACROSS THE RAILROAD FROM A FENCE RUNNING SOUTH.  TABLET SET
 GF0121'VERTICALLY IN LIMESTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0055 ***********************************************************************
 GF0055  DESIGNATION -  F 39
 GF0055  PID         -  GF0055
 GF0055  STATE/COUNTY-  AR/BAXTER
 GF0055  USGS QUAD   -  NORFORK (1966)
 GF0055
 GF0055                         *CURRENT SURVEY CONTROL
 GF0055  ___________________________________________________________________
 GF0055* NAD 83(1986)-  36 12 22.     (N)    092 17 12.     (W)     SCALED    
 GF0055* NAVD 88     -       123.552  (meters)     405.35   (feet)  ADJUSTED  
 GF0055  ___________________________________________________________________
 GF0055  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0055  DYNAMIC HT  -         123.446 (meters)     405.01  (feet)  COMP
 GF0055  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GF0055
 GF0055  VERT ORDER  -  SECOND    CLASS 0
 GF0055
 GF0055.The horizontal coordinates were scaled from a topographic map and have
 GF0055.an estimated accuracy of +/- 6 seconds.
 GF0055
 GF0055.The orthometric height was determined by differential leveling
 GF0055.and adjusted by the National Geodetic Survey in June 1991..
 GF0055
 GF0055.The geoid height was determined by GEOID03.
 GF0055
 GF0055.The dynamic height is computed by dividing the NAVD 88
 GF0055.geopotential number by the normal gravity value computed on the
 GF0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0055.degrees latitude (g = 980.6199 gals.).
 GF0055
 GF0055.The modeled gravity was interpolated from observed gravity values.
 GF0055
 GF0055;                    North         East    Units  Estimated Accuracy
 GF0055;SPC AR N     -   207,810.      374,220.      MT  (+/- 180 meters Scaled)
 GF0055
 GF0055                          SUPERSEDED SURVEY CONTROL
 GF0055
 GF0055  NGVD 29 (??/??/92)  123.446  (m)          405.01   (f) ADJ UNCH    2 0
 GF0055
 GF0055.Superseded values are not recommended for survey control.
 GF0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0055.See file dsdata.txt to determine how the superseded data were derived.
 GF0055
 GF0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA641070(NAD 83)
 GF0055_MARKER: DB = BENCH MARK DISK
 GF0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0055_STAMPING: F-39 1934
 GF0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0055+STABILITY: SURFACE MOTION
 GF0055
 GF0055  HISTORY     - Date     Condition        Report By
 GF0055  HISTORY     - 1934     MONUMENTED       CGS
 GF0055  HISTORY     - 20060927 MARK NOT FOUND   JCLS
 GF0055
 GF0055                          STATION DESCRIPTION
 GF0055
 GF0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0055'IN NORFORK.
 GF0055'ALONG THE MISSOURI PACIFIC R.R., 450 FEET SOUTHEAST OF R.R.
 GF0055'STATION, 130 FEET WEST OF POLE 357-10, 265 FEET NORTHWEST OF
 GF0055'SWITCH STAND AT EAST SIDE OF TRACK, 44.5 FEET SOUTHWEST OF
 GF0055'RAILROAD CENTERLINE, 28.5 FEET NORTHEAST OF R/W FENCE, 2 FEET
 GF0055'BELOW THE TOP OF RAILS.  TABLET SET IN PRECAST CONCRETE POST.
 GF0055
 GF0055                          STATION RECOVERY (2006)
 GF0055
 GF0055'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GF0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0009 ***********************************************************************
 FF0009  DESIGNATION -  F 4 RESET
 FF0009  PID         -  FF0009
 FF0009  STATE/COUNTY-  AR/POINSETT
 FF0009  USGS QUAD   -  MARKED TREE (1983)
 FF0009
 FF0009                         *CURRENT SURVEY CONTROL
 FF0009  ___________________________________________________________________
 FF0009* NAD 83(1986)-  35 34 10.     (N)    090 26 39.     (W)     SCALED    
 FF0009* NAVD 88     -        65.192  (meters)     213.88   (feet)  ADJUSTED  
 FF0009  ___________________________________________________________________
 FF0009  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0009  DYNAMIC HT  -          65.134 (meters)     213.69  (feet)  COMP
 FF0009  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 FF0009
 FF0009  VERT ORDER  -  FIRST     CLASS II
 FF0009
 FF0009.The horizontal coordinates were scaled from a topographic map and have
 FF0009.an estimated accuracy of +/- 6 seconds.
 FF0009
 FF0009.The orthometric height was determined by differential leveling
 FF0009.and adjusted by the National Geodetic Survey in June 1991..
 FF0009
 FF0009.The geoid height was determined by GEOID03.
 FF0009
 FF0009.The dynamic height is computed by dividing the NAVD 88
 FF0009.geopotential number by the normal gravity value computed on the
 FF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0009.degrees latitude (g = 980.6199 gals.).
 FF0009
 FF0009.The modeled gravity was interpolated from observed gravity values.
 FF0009
 FF0009;                    North         East    Units  Estimated Accuracy
 FF0009;SPC AR N     -   138,250.      541,020.      MT  (+/- 180 meters Scaled)
 FF0009
 FF0009                          SUPERSEDED SURVEY CONTROL
 FF0009
 FF0009  NGVD 29 (??/??/??)   65.124  (m)          213.66   (f) ADJUSTED    1 2
 FF0009
 FF0009.Superseded values are not recommended for survey control.
 FF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0009.See file dsdata.txt to determine how the superseded data were derived.
 FF0009
 FF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV316392(NAD 83)
 FF0009_MARKER: DB = BENCH MARK DISK
 FF0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0009_STAMPING: 213.704 F 4 1928 RESET 1956
 FF0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0009+STABILITY: SURFACE MOTION
 FF0009
 FF0009  HISTORY     - Date     Condition        Report By
 FF0009  HISTORY     - 1956     MONUMENTED       CGS
 FF0009  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0009
 FF0009                          STATION DESCRIPTION
 FF0009
 FF0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0009'2.8 MI NW FROM MARKED TREE.
 FF0009'ABOUT 2.75 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0009'RAILWAY FROM THE STATION AT MARKED TREE, AT A POINT ACROSS TRACK
 FF0009'FROM POINT BETWEEN TELEPHONE POLES 444/21 AND 444/22, ABOUT 32 1/2
 FF0009'RAILS SOUTHEAST OF CROSSING OF TRACK AND A POWER TRANSMISSION LINE,
 FF0009'44 FEET SOUTHWEST OF SOUTHWEST RAIL, 19 1/2 FEET WEST OF A
 FF0009'TELEPHONE POLE (THE SECOND TELEPHONE POLE SOUTHEAST OF POLE NUMBERED
 FF0009'2565), ABOUT 15 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0009'CONCRETE POST PROJECTING 5 INCHES.
 FF0009
 FF0009                          STATION RECOVERY (1978)
 FF0009
 FF0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0583 ***********************************************************************
 GE0583  DESIGNATION -  F 40 RESET
 GE0583  PID         -  GE0583
 GE0583  STATE/COUNTY-  AR/FULTON
 GE0583  USGS QUAD   -  AGNOS (1981)
 GE0583
 GE0583                         *CURRENT SURVEY CONTROL
 GE0583  ___________________________________________________________________
 GE0583* NAD 83(1986)-  36 17 38.     (N)    091 44 50.     (W)     SCALED    
 GE0583* NAVD 88     -       241.850  (meters)     793.47   (feet)  ADJUSTED  
 GE0583  ___________________________________________________________________
 GE0583  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0583  DYNAMIC HT  -         241.646 (meters)     792.80  (feet)  COMP
 GE0583  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 GE0583
 GE0583  VERT ORDER  -  SECOND    CLASS 0
 GE0583
 GE0583.The horizontal coordinates were scaled from a topographic map and have
 GE0583.an estimated accuracy of +/- 6 seconds.
 GE0583
 GE0583.The orthometric height was determined by differential leveling
 GE0583.and adjusted by the National Geodetic Survey in June 1991..
 GE0583
 GE0583.The geoid height was determined by GEOID03.
 GE0583
 GE0583.The dynamic height is computed by dividing the NAVD 88
 GE0583.geopotential number by the normal gravity value computed on the
 GE0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0583.degrees latitude (g = 980.6199 gals.).
 GE0583
 GE0583.The modeled gravity was interpolated from observed gravity values.
 GE0583
 GE0583;                    North         East    Units  Estimated Accuracy
 GE0583;SPC AR N     -   217,550.      422,710.      MT  (+/- 180 meters Scaled)
 GE0583
 GE0583                          SUPERSEDED SURVEY CONTROL
 GE0583
 GE0583  NGVD 29 (??/??/92)  241.734  (m)          793.09   (f) ADJ UNCH    2 0
 GE0583
 GE0583.Superseded values are not recommended for survey control.
 GE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0583.See file dsdata.txt to determine how the superseded data were derived.
 GE0583
 GE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA124172(NAD 83)
 GE0583_MARKER: DB = BENCH MARK DISK
 GE0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0583_STAMPING: F 40 1934 RESET 1955
 GE0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0583+STABILITY: SURFACE MOTION
 GE0583
 GE0583  HISTORY     - Date     Condition        Report By
 GE0583  HISTORY     - 1955     MONUMENTED       CGS
 GE0583
 GE0583                          STATION DESCRIPTION
 GE0583
 GE0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0583'8 MI SE FROM SALEM.
 GE0583'8.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE NORTH ARKANSAS
 GE0583'ELECTRIC CO-OPERATIVE BUILDING AT SALEM, FULTON COUNTY, AT
 GE0583'GLENCOE, 187 FEET SOUTHEAST OF THE SOUTH CORNER OF THE POST
 GE0583'OFFICE, 49.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GE0583'FARMHOUSE, 59 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GE0583'22.4 FEET EAST OF AN 18-INCH OAK TREE, 2.3 FEET NORTHEAST OF A
 GE0583'FENCE, AND 2.6 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 GE0583'A STANDARD DISK, STAMPED F 40 1934 RESET 1955 AND SET IN THE
 GE0583'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1614 ***********************************************************************
 FF1614  DESIGNATION -  F 41
 FF1614  PID         -  FF1614
 FF1614  STATE/COUNTY-  AR/INDEPENDENCE
 FF1614  USGS QUAD   -  CAVE CITY (1989)
 FF1614
 FF1614                         *CURRENT SURVEY CONTROL
 FF1614  ___________________________________________________________________
 FF1614* NAD 83(1986)-  35 54 47.     (N)    091 32 57.     (W)     SCALED    
 FF1614* NAVD 88     -       173.758  (meters)     570.07   (feet)  ADJUSTED  
 FF1614  ___________________________________________________________________
 FF1614  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FF1614  DYNAMIC HT  -         173.607 (meters)     569.58  (feet)  COMP
 FF1614  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 FF1614
 FF1614  VERT ORDER  -  SECOND    CLASS 0
 FF1614
 FF1614.The horizontal coordinates were scaled from a topographic map and have
 FF1614.an estimated accuracy of +/- 6 seconds.
 FF1614
 FF1614.The orthometric height was determined by differential leveling
 FF1614.and adjusted by the National Geodetic Survey in June 1991..
 FF1614
 FF1614.The geoid height was determined by GEOID03.
 FF1614
 FF1614.The dynamic height is computed by dividing the NAVD 88
 FF1614.geopotential number by the normal gravity value computed on the
 FF1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1614.degrees latitude (g = 980.6199 gals.).
 FF1614
 FF1614.The modeled gravity was interpolated from observed gravity values.
 FF1614
 FF1614;                    North         East    Units  Estimated Accuracy
 FF1614;SPC AR N     -   175,350.      440,690.      MT  (+/- 180 meters Scaled)
 FF1614
 FF1614                          SUPERSEDED SURVEY CONTROL
 FF1614
 FF1614  NGVD 29 (??/??/??)  173.681  (m)          569.82   (f) ADJUSTED    2 0
 FF1614
 FF1614.Superseded values are not recommended for survey control.
 FF1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1614.See file dsdata.txt to determine how the superseded data were derived.
 FF1614
 FF1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV309752(NAD 83)
 FF1614_MARKER: DB = BENCH MARK DISK
 FF1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1614_STAMPING: F 41 1934
 FF1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1614+STABILITY: SURFACE MOTION
 FF1614
 FF1614  HISTORY     - Date     Condition        Report By
 FF1614  HISTORY     - 1934     MONUMENTED       CGS
 FF1614  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1614  HISTORY     - 198602   MARK NOT FOUND   USGS
 FF1614
 FF1614                          STATION DESCRIPTION
 FF1614
 FF1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1614'1.7 MI S FROM CAVE CITY.
 FF1614'.2 MILE NORTHEAST OF A NARROW BRIDGE, 390 FEET NORTHEAST OF RAIL
 FF1614'FENCE CORNER AT EAST SIDE OF HIGHWAY, 210 FEET NORTHEAST OF
 FF1614'PIPE CULVERT IN HIGHWAY, 78 FEET NORTH OF OAK TREE 4 FEET IN
 FF1614'DIAMETER, 30.5 FEET EAST OF HIGHWAY CENTER LINE, 1 FT. WEST OF
 FF1614'PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 FF1614
 FF1614                          STATION RECOVERY (1986)
 FF1614
 FF1614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1542 ***********************************************************************
 FF1542  DESIGNATION -  F 42
 FF1542  PID         -  FF1542
 FF1542  STATE/COUNTY-  AR/CLEBURNE
 FF1542  USGS QUAD   -  GREERS FERRY DAM (1973)
 FF1542
 FF1542                         *CURRENT SURVEY CONTROL
 FF1542  ___________________________________________________________________
 FF1542* NAD 83(1986)-  35 36 26.     (N)    091 56 17.     (W)     SCALED    
 FF1542* NAVD 88     -       287.274  (meters)     942.50   (feet)  ADJUSTED  
 FF1542  ___________________________________________________________________
 FF1542  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1542  DYNAMIC HT  -         287.014 (meters)     941.65  (feet)  COMP
 FF1542  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 FF1542
 FF1542  VERT ORDER  -  SECOND    CLASS 0
 FF1542
 FF1542.The horizontal coordinates were scaled from a topographic map and have
 FF1542.an estimated accuracy of +/- 6 seconds.
 FF1542
 FF1542.The orthometric height was determined by differential leveling
 FF1542.and adjusted by the National Geodetic Survey in June 1991..
 FF1542
 FF1542.The geoid height was determined by GEOID03.
 FF1542
 FF1542.The dynamic height is computed by dividing the NAVD 88
 FF1542.geopotential number by the normal gravity value computed on the
 FF1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1542.degrees latitude (g = 980.6199 gals.).
 FF1542
 FF1542.The modeled gravity was interpolated from observed gravity values.
 FF1542
 FF1542;                    North         East    Units  Estimated Accuracy
 FF1542;SPC AR N     -   141,330.      405,610.      MT  (+/- 180 meters Scaled)
 FF1542
 FF1542                          SUPERSEDED SURVEY CONTROL
 FF1542
 FF1542  NGVD 29 (??/??/??)  287.198  (m)          942.25   (f) ADJUSTED    2 0
 FF1542
 FF1542.Superseded values are not recommended for survey control.
 FF1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1542.See file dsdata.txt to determine how the superseded data were derived.
 FF1542
 FF1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV961409(NAD 83)
 FF1542_MARKER: DB = BENCH MARK DISK
 FF1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1542_STAMPING: F 42 1935
 FF1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1542+STABILITY: SURFACE MOTION
 FF1542
 FF1542  HISTORY     - Date     Condition        Report By
 FF1542  HISTORY     - 1935     MONUMENTED       CGS
 FF1542  HISTORY     - 1954     GOOD             CGS
 FF1542
 FF1542                          STATION DESCRIPTION
 FF1542
 FF1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FF1542'2.1 MI SE FROM DRASCO.
 FF1542'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1542'AT DRASCO, 175 FEET NORTHWEST OF THE J.C. EZELL MAIL BOX, 120
 FF1542'FEET NORTHWEST OF THE DRIVEWAY LEADING TO A FARMHOUSE, 46 FEET
 FF1542'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTHEAST OF
 FF1542'A FENCE.  A STANDARD DISK, STAMPED F 42 1935 AND SET IN THE TOP
 FF1542'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1137 ***********************************************************************
 FF1137  DESIGNATION -  F 43
 FF1137  PID         -  FF1137
 FF1137  STATE/COUNTY-  AR/JACKSON
 FF1137  USGS QUAD   -  JACKSONPORT (1981)
 FF1137
 FF1137                         *CURRENT SURVEY CONTROL
 FF1137  ___________________________________________________________________
 FF1137* NAD 83(1986)-  35 38 53.     (N)    091 16 53.     (W)     SCALED    
 FF1137* NAVD 88     -        71.149  (meters)     233.43   (feet)  ADJUSTED  
 FF1137  ___________________________________________________________________
 FF1137  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FF1137  DYNAMIC HT  -          71.088 (meters)     233.23  (feet)  COMP
 FF1137  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 FF1137
 FF1137  VERT ORDER  -  SECOND    CLASS 0
 FF1137
 FF1137.The horizontal coordinates were scaled from a topographic map and have
 FF1137.an estimated accuracy of +/- 6 seconds.
 FF1137
 FF1137.The orthometric height was determined by differential leveling
 FF1137.and adjusted by the National Geodetic Survey in June 1991..
 FF1137
 FF1137.The geoid height was determined by GEOID03.
 FF1137
 FF1137.The dynamic height is computed by dividing the NAVD 88
 FF1137.geopotential number by the normal gravity value computed on the
 FF1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1137.degrees latitude (g = 980.6199 gals.).
 FF1137
 FF1137.The modeled gravity was interpolated from observed gravity values.
 FF1137
 FF1137;                    North         East    Units  Estimated Accuracy
 FF1137;SPC AR N     -   146,100.      465,080.      MT  (+/- 180 meters Scaled)
 FF1137
 FF1137                          SUPERSEDED SURVEY CONTROL
 FF1137
 FF1137  NGVD 29 (??/??/??)   71.080  (m)          233.20   (f) ADJUSTED    2 0
 FF1137
 FF1137.Superseded values are not recommended for survey control.
 FF1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1137.See file dsdata.txt to determine how the superseded data were derived.
 FF1137
 FF1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV555462(NAD 83)
 FF1137_MARKER: DB = BENCH MARK DISK
 FF1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1137_STAMPING: F 43 1935
 FF1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1137+STABILITY: SURFACE MOTION
 FF1137
 FF1137  HISTORY     - Date     Condition        Report By
 FF1137  HISTORY     - 1935     MONUMENTED       CGS
 FF1137  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FF1137
 FF1137                          STATION DESCRIPTION
 FF1137
 FF1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1137'1.4 MI NW FROM DIAZ.
 FF1137'ABOUT 1.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1137'FROM THE STATION AT DIAZ, JACKSON COUNTY, ABOUT 0.13 MILE
 FF1137'NORTHWEST OF A ROAD CROSSING, 10.8 FEET NORTHWEST OF THE FIFTEENTH
 FF1137'POLE NORTHWEST OF MILEPOST 260, 26.7 FEET NORTHEAST OF THE
 FF1137'CENTER LINE OF THE TRACK, 23 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 FF1137'FENCE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 FF1137'STAMPED F 43 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1137
 FF1137                          STATION RECOVERY (2002)
 FF1137
 FF1137'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0936 ***********************************************************************
 FF0936  DESIGNATION -  F 44
 FF0936  PID         -  FF0936
 FF0936  STATE/COUNTY-  AR/LAWRENCE
 FF0936  USGS QUAD   -  STRAWBERRY (1980)
 FF0936
 FF0936                         *CURRENT SURVEY CONTROL
 FF0936  ___________________________________________________________________
 FF0936* NAD 83(1986)-  35 54 43.     (N)    091 17 23.     (W)     SCALED    
 FF0936* NAVD 88     -        82.401  (meters)     270.34   (feet)  ADJUSTED  
 FF0936  ___________________________________________________________________
 FF0936  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FF0936  DYNAMIC HT  -          82.331 (meters)     270.11  (feet)  COMP
 FF0936  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 FF0936
 FF0936  VERT ORDER  -  SECOND    CLASS 0
 FF0936
 FF0936.The horizontal coordinates were scaled from a topographic map and have
 FF0936.an estimated accuracy of +/- 6 seconds.
 FF0936
 FF0936.The orthometric height was determined by differential leveling
 FF0936.and adjusted by the National Geodetic Survey in June 1991..
 FF0936
 FF0936.The geoid height was determined by GEOID03.
 FF0936
 FF0936.The dynamic height is computed by dividing the NAVD 88
 FF0936.geopotential number by the normal gravity value computed on the
 FF0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0936.degrees latitude (g = 980.6199 gals.).
 FF0936
 FF0936.The modeled gravity was interpolated from observed gravity values.
 FF0936
 FF0936;                    North         East    Units  Estimated Accuracy
 FF0936;SPC AR N     -   175,370.      464,110.      MT  (+/- 180 meters Scaled)
 FF0936
 FF0936                          SUPERSEDED SURVEY CONTROL
 FF0936
 FF0936  NGVD 29 (??/??/??)   82.315  (m)          270.06   (f) ADJUSTED    2 0
 FF0936
 FF0936.Superseded values are not recommended for survey control.
 FF0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0936.See file dsdata.txt to determine how the superseded data were derived.
 FF0936
 FF0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV543755(NAD 83)
 FF0936_MARKER: DB = BENCH MARK DISK
 FF0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0936_STAMPING: F 44 1935
 FF0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0936+STABILITY: SURFACE MOTION
 FF0936
 FF0936  HISTORY     - Date     Condition        Report By
 FF0936  HISTORY     - 1935     MONUMENTED       CGS
 FF0936  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0936
 FF0936                          STATION DESCRIPTION
 FF0936
 FF0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0936'1.4 MI S FROM SAFFELL.
 FF0936'1.4 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FF0936'SAFFELL, 87.3 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FF0936'CORRUGATED-IRON BUILDING EAST OF THE HIGHWAY, 69 FEET SOUTHEAST
 FF0936'OF THE GASOLINE PUMP AT THE BROWN AND SULLIVAN STORE, 40 FEET
 FF0936'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET SOUTH OF A
 FF0936'FENCE CORNER, 1 FOOT WEST OF THE PROPERTY-LINE FENCE, AND ABOUT
 FF0936'2.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 44
 FF0936'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0936
 FF0936                          STATION RECOVERY (2002)
 FF0936
 FF0936'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1297 ***********************************************************************
 FG1297  DESIGNATION -  F 45
 FG1297  PID         -  FG1297
 FG1297  STATE/COUNTY-  AR/FRANKLIN
 FG1297  USGS QUAD   -  CAULKSVILLE (1993)
 FG1297
 FG1297                         *CURRENT SURVEY CONTROL
 FG1297  ___________________________________________________________________
 FG1297* NAD 83(1986)-  35 19 49.     (N)    093 51 46.     (W)     SCALED    
 FG1297* NAVD 88     -       122.418  (meters)     401.63   (feet)  ADJUSTED  
 FG1297  ___________________________________________________________________
 FG1297  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FG1297  DYNAMIC HT  -         122.302 (meters)     401.25  (feet)  COMP
 FG1297  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 FG1297
 FG1297  VERT ORDER  -  SECOND    CLASS 0
 FG1297
 FG1297.The horizontal coordinates were scaled from a topographic map and have
 FG1297.an estimated accuracy of +/- 6 seconds.
 FG1297
 FG1297.The orthometric height was determined by differential leveling
 FG1297.and adjusted by the National Geodetic Survey in June 1991..
 FG1297
 FG1297.The geoid height was determined by GEOID03.
 FG1297
 FG1297.The dynamic height is computed by dividing the NAVD 88
 FG1297.geopotential number by the normal gravity value computed on the
 FG1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1297.degrees latitude (g = 980.6199 gals.).
 FG1297
 FG1297.The modeled gravity was interpolated from observed gravity values.
 FG1297
 FG1297;                    North         East    Units  Estimated Accuracy
 FG1297;SPC AR N     -   112,200.      230,660.      MT  (+/- 180 meters Scaled)
 FG1297
 FG1297                          SUPERSEDED SURVEY CONTROL
 FG1297
 FG1297  NGVD 29 (??/??/92)  122.360  (m)          401.44   (f) ADJ UNCH    2 0
 FG1297
 FG1297.Superseded values are not recommended for survey control.
 FG1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1297.See file dsdata.txt to determine how the superseded data were derived.
 FG1297
 FG1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV215100(NAD 83)
 FG1297_MARKER: DB = BENCH MARK DISK
 FG1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1297_STAMPING: F 45 1934
 FG1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1297+STABILITY: SURFACE MOTION
 FG1297
 FG1297  HISTORY     - Date     Condition        Report By
 FG1297  HISTORY     - 1934     MONUMENTED       CGS
 FG1297  HISTORY     - 1959     GOOD             NGS
 FG1297  HISTORY     - 1963     GOOD             USGS
 FG1297
 FG1297                          STATION DESCRIPTION
 FG1297
 FG1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1297'11.5 MI S FROM OZARK.
 FG1297'ORIGINAL DESCRIPTION-- 11.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM
 FG1297'THE MISSOURI PACIFIC RAILROAD STATION AT OZARK, ABOUT 600 FEET NORTH
 FG1297'OF THE FARMHOUSE OF W.T. PIERCE, 39.4 FEET NORTHEAST OF THE CENTER OF
 FG1297'THE JUNCTION WITH A FARM ROAD, 52.7 FEET EAST OF THE CENTERLINE OF THE
 FG1297'HIGHWAY, 12.8 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5.2 FEET
 FG1297'NORTHEAST OF THE SOUTHWEST FENCE CORNER, AND 1.4 FEET EAST OF A FENCE
 FG1297'PARALLELING THE HIGHWAY.  NOTE-- MARK RECOVERED 2.0 MILES NORTH OF
 FG1297'JUNCTION OF STATE HIGHWAYS 22 AND 23, IN SOUTHWEST CORNER OF BRUSHY
 FG1297'PASTURE, 13 FEET EAST OF THE EAST RIGHT OF WAY FENCE AND 3 1/2 FEET
 FG1297'NORTH OF EAST-WEST FENCE.  NOTE-- FARM BUILDINGS ARE GONE.
 FG1297
 FG1297                          STATION RECOVERY (1963)
 FG1297
 FG1297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1276 ***********************************************************************
 FG1276  DESIGNATION -  F 46
 FG1276  PID         -  FG1276
 FG1276  STATE/COUNTY-  AR/LOGAN
 FG1276  USGS QUAD   -  MAGAZINE (1983)
 FG1276
 FG1276                         *CURRENT SURVEY CONTROL
 FG1276  ___________________________________________________________________
 FG1276* NAD 83(1986)-  35 08 41.     (N)    093 46 45.     (W)     SCALED    
 FG1276* NAVD 88     -       140.128  (meters)     459.74   (feet)  ADJUSTED  
 FG1276  ___________________________________________________________________
 FG1276  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FG1276  DYNAMIC HT  -         139.991 (meters)     459.29  (feet)  COMP
 FG1276  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 FG1276
 FG1276  VERT ORDER  -  SECOND    CLASS 0
 FG1276
 FG1276.The horizontal coordinates were scaled from a topographic map and have
 FG1276.an estimated accuracy of +/- 6 seconds.
 FG1276
 FG1276.The orthometric height was determined by differential leveling
 FG1276.and adjusted by the National Geodetic Survey in June 1991..
 FG1276
 FG1276.The geoid height was determined by GEOID03.
 FG1276
 FG1276.The dynamic height is computed by dividing the NAVD 88
 FG1276.geopotential number by the normal gravity value computed on the
 FG1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1276.degrees latitude (g = 980.6199 gals.).
 FG1276
 FG1276.The modeled gravity was interpolated from observed gravity values.
 FG1276
 FG1276;                    North         East    Units  Estimated Accuracy
 FG1276;SPC AR N     -    91,480.      237,880.      MT  (+/- 180 meters Scaled)
 FG1276
 FG1276                          SUPERSEDED SURVEY CONTROL
 FG1276
 FG1276  NGVD 29 (??/??/92)  140.062  (m)          459.52   (f) ADJ UNCH    2 0
 FG1276
 FG1276.Superseded values are not recommended for survey control.
 FG1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1276.See file dsdata.txt to determine how the superseded data were derived.
 FG1276
 FG1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU290893(NAD 83)
 FG1276_MARKER: DB = BENCH MARK DISK
 FG1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1276_STAMPING: F-46 1934
 FG1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1276+STABILITY: SURFACE MOTION
 FG1276
 FG1276  HISTORY     - Date     Condition        Report By
 FG1276  HISTORY     - 1934     MONUMENTED       CGS
 FG1276  HISTORY     - 1959     GOOD             NGS
 FG1276
 FG1276                          STATION DESCRIPTION
 FG1276
 FG1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1276'1.7 MI E FROM MAGAZINE.
 FG1276'1.7 MILE EAST OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 0.4 MILE
 FG1276'WEST OF M.P. NO. 243.  55.5 FEET SOUTHEAST OF CENTERLINE OF COUNTY
 FG1276'ROAD AT RAILROAD CROSSING.  46.8 FEET SOUTH OF CENTERLINE OF CHICAGO,
 FG1276'ROCK ISLAND AND PACIFIC R.R.  15.2 FEET EAST OF CENTERLINE OF COUNTY
 FG1276'ROAD.  13.4 FEET SOUTHEAST OF SOUTHEAST CORNER OF WOODEN BRIDGE UNDER
 FG1276'COUNTY ROAD.  2.8 FEET NORTHEAST OF SOUTHWEST FENCE CORNER. 2.1 FEET
 FG1276'EAST OF FENCE RUNNING NORTH-SOUTH.  2 FEET NORTH OF FENCE PARALLELING
 FG1276'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG1276
 FG1276                          STATION RECOVERY (1959)
 FG1276
 FG1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0980 ***********************************************************************
 FG0980  DESIGNATION -  F 48
 FG0980  PID         -  FG0980
 FG0980  STATE/COUNTY-  AR/NEWTON
 FG0980  USGS QUAD   -  DEER (1980)
 FG0980
 FG0980                         *CURRENT SURVEY CONTROL
 FG0980  ___________________________________________________________________
 FG0980* NAD 83(1986)-  35 50 17.     (N)    093 10 48.     (W)     SCALED    
 FG0980* NAVD 88     -       664.292  (meters)    2179.43   (feet)  ADJUSTED  
 FG0980  ___________________________________________________________________
 FG0980  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0980  DYNAMIC HT  -         663.640 (meters)    2177.29  (feet)  COMP
 FG0980  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 FG0980
 FG0980  VERT ORDER  -  SECOND    CLASS 0
 FG0980
 FG0980.The horizontal coordinates were scaled from a topographic map and have
 FG0980.an estimated accuracy of +/- 6 seconds.
 FG0980
 FG0980.The orthometric height was determined by differential leveling
 FG0980.and adjusted by the National Geodetic Survey in June 1991..
 FG0980
 FG0980.The geoid height was determined by GEOID03.
 FG0980
 FG0980.The dynamic height is computed by dividing the NAVD 88
 FG0980.geopotential number by the normal gravity value computed on the
 FG0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0980.degrees latitude (g = 980.6199 gals.).
 FG0980
 FG0980.The modeled gravity was interpolated from observed gravity values.
 FG0980
 FG0980;                    North         East    Units  Estimated Accuracy
 FG0980;SPC AR N     -   167,580.      293,400.      MT  (+/- 180 meters Scaled)
 FG0980
 FG0980                          SUPERSEDED SURVEY CONTROL
 FG0980
 FG0980  NGVD 29 (??/??/92)  664.195  (m)         2179.11   (f) ADJ UNCH    2 0
 FG0980
 FG0980.Superseded values are not recommended for survey control.
 FG0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0980.See file dsdata.txt to determine how the superseded data were derived.
 FG0980
 FG0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV837660(NAD 83)
 FG0980_MARKER: DB = BENCH MARK DISK
 FG0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0980_STAMPING: F 48 1934
 FG0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0980+STABILITY: SURFACE MOTION
 FG0980
 FG0980  HISTORY     - Date     Condition        Report By
 FG0980  HISTORY     - 1934     MONUMENTED       CGS
 FG0980
 FG0980                          STATION DESCRIPTION
 FG0980
 FG0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0980'3.6 MI NE FROM DEER.
 FG0980'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE SCHOOL AT DEER, 200
 FG0980'FEET WEST OF THE WEST CORNER OF THE FARMHOUSE OF HARVIN NAUGHTON, 175
 FG0980'FEET NORTHWEST OF A HIGHWAY TOOL HOUSE, 150 FEET SOUTHWEST OF A BARN,
 FG0980'AND 55.9 FEET NORTHEAST OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE
 FG0980'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0349 ***********************************************************************
 FG0349  DESIGNATION -  F 49
 FG0349  PID         -  FG0349
 FG0349  STATE/COUNTY-  AR/CONWAY
 FG0349  USGS QUAD   -  SOLGOHACHIA (1990)
 FG0349
 FG0349                         *CURRENT SURVEY CONTROL
 FG0349  ___________________________________________________________________
 FG0349* NAD 83(1986)-  35 18 01.     (N)    092 43 53.     (W)     SCALED    
 FG0349* NAVD 88     -       184.706  (meters)     605.99   (feet)  ADJUSTED  
 FG0349  ___________________________________________________________________
 FG0349  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FG0349  DYNAMIC HT  -         184.532 (meters)     605.42  (feet)  COMP
 FG0349  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FG0349
 FG0349  VERT ORDER  -  SECOND    CLASS 0
 FG0349
 FG0349.The horizontal coordinates were scaled from a topographic map and have
 FG0349.an estimated accuracy of +/- 6 seconds.
 FG0349
 FG0349.The orthometric height was determined by differential leveling
 FG0349.and adjusted by the National Geodetic Survey in June 1991..
 FG0349
 FG0349.The geoid height was determined by GEOID03.
 FG0349
 FG0349.The dynamic height is computed by dividing the NAVD 88
 FG0349.geopotential number by the normal gravity value computed on the
 FG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0349.degrees latitude (g = 980.6199 gals.).
 FG0349
 FG0349.The modeled gravity was interpolated from observed gravity values.
 FG0349
 FG0349;                    North         East    Units  Estimated Accuracy
 FG0349;SPC AR N     -   107,520.      333,480.      MT  (+/- 180 meters Scaled)
 FG0349
 FG0349                          SUPERSEDED SURVEY CONTROL
 FG0349
 FG0349  NGVD 29 (??/??/92)  184.707  (m)          605.99   (f) ADJ UNCH    2 0
 FG0349
 FG0349.Superseded values are not recommended for survey control.
 FG0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0349.See file dsdata.txt to determine how the superseded data were derived.
 FG0349
 FG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV244063(NAD 83)
 FG0349_MARKER: DB = BENCH MARK DISK
 FG0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0349_STAMPING: F 49 1934
 FG0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0349+STABILITY: SURFACE MOTION
 FG0349
 FG0349  HISTORY     - Date     Condition        Report By
 FG0349  HISTORY     - 1934     MONUMENTED       CGS
 FG0349  HISTORY     - 1959     GOOD             NGS
 FG0349  HISTORY     - 1962     GOOD             NGS
 FG0349
 FG0349                          STATION DESCRIPTION
 FG0349
 FG0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0349'9.3 MI S FROM CLEVELAND.
 FG0349'ABOUT 9.3 MILES SOUTH ALONG STATE HWY. 95 FROM THE POST OFFICE AT
 FG0349'CLEVELAND CONWAY COUNTY.  AT THE VILLAGE OF SAINT VINCENT.  73.5 FEET
 FG0349'SW OF THE SW CORNER OF THE J.R. NOLL RESIDENCE.  246 FEET SOUTH AND 31
 FG0349'FEET EAST OF X-ROADS AT CORNER SECTIONS 29-30-31-32, T.8., R.16 W. 4
 FG0349'FEET EAST OF THE RIGHT-OF-WAY FENCE AND 3 FEET NORTH OF THE SOUTH EDGE
 FG0349'OF THE LAWN.  A STANDARD DISK STAMPED F 49 1934 AND SET IN THE TOP OF
 FG0349'A CONCRETE POST.
 FG0349
 FG0349                          STATION RECOVERY (1962)
 FG0349
 FG0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FG0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1317 ***********************************************************************
 FG1317  DESIGNATION -  F 51
 FG1317  PID         -  FG1317
 FG1317  STATE/COUNTY-  AR/MADISON
 FG1317  USGS QUAD   -  WITTER (1973)
 FG1317
 FG1317                         *CURRENT SURVEY CONTROL
 FG1317  ___________________________________________________________________
 FG1317* NAD 83(1986)-  35 56 16.     (N)    093 40 59.     (W)     SCALED    
 FG1317* NAVD 88     -       440.524  (meters)    1445.29   (feet)  ADJUSTED  
 FG1317  ___________________________________________________________________
 FG1317  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG1317  DYNAMIC HT  -         440.112 (meters)    1443.93  (feet)  COMP
 FG1317  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 FG1317
 FG1317  VERT ORDER  -  SECOND    CLASS 0
 FG1317
 FG1317.The horizontal coordinates were scaled from a topographic map and have
 FG1317.an estimated accuracy of +/- 6 seconds.
 FG1317
 FG1317.The orthometric height was determined by differential leveling
 FG1317.and adjusted by the National Geodetic Survey in June 1991..
 FG1317
 FG1317.The geoid height was determined by GEOID03.
 FG1317
 FG1317.The dynamic height is computed by dividing the NAVD 88
 FG1317.geopotential number by the normal gravity value computed on the
 FG1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1317.degrees latitude (g = 980.6199 gals.).
 FG1317
 FG1317.The modeled gravity was interpolated from observed gravity values.
 FG1317
 FG1317;                    North         East    Units  Estimated Accuracy
 FG1317;SPC AR N     -   179,300.      248,150.      MT  (+/- 180 meters Scaled)
 FG1317
 FG1317                          SUPERSEDED SURVEY CONTROL
 FG1317
 FG1317  NGVD 29 (??/??/92)  440.387  (m)         1444.84   (f) ADJ UNCH    2 0
 FG1317
 FG1317.Superseded values are not recommended for survey control.
 FG1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1317.See file dsdata.txt to determine how the superseded data were derived.
 FG1317
 FG1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV383772(NAD 83)
 FG1317_MARKER: DB = BENCH MARK DISK
 FG1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1317_STAMPING: F 51 1934
 FG1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1317+STABILITY: SURFACE MOTION
 FG1317
 FG1317  HISTORY     - Date     Condition        Report By
 FG1317  HISTORY     - 1934     MONUMENTED       CGS
 FG1317
 FG1317                          STATION DESCRIPTION
 FG1317
 FG1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1317'IN WITTER.
 FG1317'AT WITTER, MADISON COUNTY, ON STATE HIGHWAY 23, 150 FEET SOUTH OF THE
 FG1317'SCHOOLHOUSE, 120 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 16.4 FEET
 FG1317'WEST OF THE CENTERLINE OF THE SOUTH GATE ENTRANCE TO THE SCHOOLYARD,
 FG1317'AND 2.5 FEET NORTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED F 51
 FG1317'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0500 ***********************************************************************
 GF0500  DESIGNATION -  F 52
 GF0500  PID         -  GF0500
 GF0500  STATE/COUNTY-  AR/CARROLL
 GF0500  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0500
 GF0500                         *CURRENT SURVEY CONTROL
 GF0500  ___________________________________________________________________
 GF0500* NAD 83(1986)-  36 24 50.     (N)    093 44 01.     (W)     SCALED    
 GF0500* NAVD 88     -       343.930  (meters)    1128.38   (feet)  ADJUSTED  
 GF0500  ___________________________________________________________________
 GF0500  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0500  DYNAMIC HT  -         343.628 (meters)    1127.39  (feet)  COMP
 GF0500  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 GF0500
 GF0500  VERT ORDER  -  SECOND    CLASS 0
 GF0500
 GF0500.The horizontal coordinates were scaled from a topographic map and have
 GF0500.an estimated accuracy of +/- 6 seconds.
 GF0500
 GF0500.The orthometric height was determined by differential leveling
 GF0500.and adjusted by the National Geodetic Survey in June 1991..
 GF0500
 GF0500.The geoid height was determined by GEOID03.
 GF0500
 GF0500.The dynamic height is computed by dividing the NAVD 88
 GF0500.geopotential number by the normal gravity value computed on the
 GF0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0500.degrees latitude (g = 980.6199 gals.).
 GF0500
 GF0500.The modeled gravity was interpolated from observed gravity values.
 GF0500
 GF0500;                    North         East    Units  Estimated Accuracy
 GF0500;SPC AR N     -   232,200.      244,510.      MT  (+/- 180 meters Scaled)
 GF0500
 GF0500                          SUPERSEDED SURVEY CONTROL
 GF0500
 GF0500  NGVD 29 (??/??/92)  343.786  (m)         1127.90   (f) ADJ UNCH    2 0
 GF0500
 GF0500.Superseded values are not recommended for survey control.
 GF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0500.See file dsdata.txt to determine how the superseded data were derived.
 GF0500
 GF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA342301(NAD 83)
 GF0500_MARKER: DB = BENCH MARK DISK
 GF0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0500_SP_SET: STONE THRESHOLD
 GF0500_STAMPING: F 52 1934
 GF0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0500+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2002
 GF0500
 GF0500  HISTORY     - Date     Condition        Report By
 GF0500  HISTORY     - 1934     MONUMENTED       CGS
 GF0500  HISTORY     - 1987     GOOD             USPSQD
 GF0500  HISTORY     - 1987     GOOD             USPSQD
 GF0500  HISTORY     - 19880108 GOOD             LOCSUR
 GF0500  HISTORY     - 1989     GOOD             USPSQD
 GF0500  HISTORY     - 20021228 GOOD             GEOCAC
 GF0500  HISTORY     - 20041013 GOOD             USPSQD
 GF0500
 GF0500                          STATION DESCRIPTION
 GF0500
 GF0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0500'AT EUREKA SPRINGS.
 GF0500'AT EUREKA SPRINGS, CARROLL COUNTY, AT THE MISSOURI AND NORTH
 GF0500'ARKANSAS RAILWAY STATION, 1.5 FEET SOUTH OF THE CENTERLINE OF THE
 GF0500'EAST FRONT ENTRANCE TO THE WHITE WAITING ROOM, 15.3 FEET WEST OF
 GF0500'THE CENTERLINE OF THE MAIN TRACK, AND IN THE SOUTH END OF THE
 GF0500'STONE THRESHOLD.  A STANDARD DISK, STAMPED F 52 1934.
 GF0500
 GF0500                          STATION RECOVERY (1987)
 GF0500
 GF0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0500'RECOVERED IN GOOD CONDITION.
 GF0500
 GF0500                          STATION RECOVERY (1987)
 GF0500
 GF0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0500'RECOVERED IN GOOD CONDITION.
 GF0500
 GF0500                          STATION RECOVERY (1988)
 GF0500
 GF0500'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CAP)
 GF0500'RECOVERED IN GOOD CONDITION.
 GF0500
 GF0500                          STATION RECOVERY (1989)
 GF0500
 GF0500'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GF0500'RECOVERED IN GOOD CONDITION.
 GF0500
 GF0500                          STATION RECOVERY (2002)
 GF0500
 GF0500'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0500'RECOVERED IN GOOD CONDITION.
 GF0500
 GF0500                          STATION RECOVERY (2004)
 GF0500
 GF0500'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 GF0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1346 ***********************************************************************
 FG1346  DESIGNATION -  F 53
 FG1346  PID         -  FG1346
 FG1346  STATE/COUNTY-  AR/MADISON
 FG1346  USGS QUAD   -  BOSTON (1973)
 FG1346
 FG1346                         *CURRENT SURVEY CONTROL
 FG1346  ___________________________________________________________________
 FG1346* NAD 83(1986)-  35 48 57.     (N)    093 31 39.     (W)     SCALED    
 FG1346* NAVD 88     -       710.764  (meters)    2331.90   (feet)  ADJUSTED  
 FG1346  ___________________________________________________________________
 FG1346  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG1346  DYNAMIC HT  -         710.063 (meters)    2329.60  (feet)  COMP
 FG1346  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 FG1346
 FG1346  VERT ORDER  -  SECOND    CLASS 0
 FG1346
 FG1346.The horizontal coordinates were scaled from a topographic map and have
 FG1346.an estimated accuracy of +/- 6 seconds.
 FG1346
 FG1346.The orthometric height was determined by differential leveling
 FG1346.and adjusted by the National Geodetic Survey in June 1991..
 FG1346
 FG1346.The geoid height was determined by GEOID03.
 FG1346
 FG1346.The dynamic height is computed by dividing the NAVD 88
 FG1346.geopotential number by the normal gravity value computed on the
 FG1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1346.degrees latitude (g = 980.6199 gals.).
 FG1346
 FG1346.The modeled gravity was interpolated from observed gravity values.
 FG1346
 FG1346;                    North         East    Units  Estimated Accuracy
 FG1346;SPC AR N     -   165,540.      261,970.      MT  (+/- 180 meters Scaled)
 FG1346
 FG1346                          SUPERSEDED SURVEY CONTROL
 FG1346
 FG1346  NGVD 29 (??/??/92)  710.666  (m)         2331.58   (f) ADJ UNCH    2 0
 FG1346
 FG1346.Superseded values are not recommended for survey control.
 FG1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1346.See file dsdata.txt to determine how the superseded data were derived.
 FG1346
 FG1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV523636(NAD 83)
 FG1346_MARKER: DB = BENCH MARK DISK
 FG1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1346_STAMPING: F 53 1934
 FG1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1346+STABILITY: SURFACE MOTION
 FG1346
 FG1346  HISTORY     - Date     Condition        Report By
 FG1346  HISTORY     - 1934     MONUMENTED       CGS
 FG1346
 FG1346                          STATION DESCRIPTION
 FG1346
 FG1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1346'3.8 MI S FROM REDSTAR.
 FG1346'3.8 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 FG1346'REDSTAR, 375 FEET SOUTHWEST OF THE SOUTH CORNER OF A CEMETERY FENCE,
 FG1346'125 FEET NORTHEAST OF A WAGON-ROAD INTERSECTION, 130 FEET SOUTHWEST OF
 FG1346'A CULVERT, AT THE INSIDE OF A CURVE, AND 42 FEET NORTHWEST OF THE
 FG1346'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 53 1934 AND SET
 FG1346'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1347 ***********************************************************************
 FG1347  DESIGNATION -  F 53 RESET
 FG1347  PID         -  FG1347
 FG1347  STATE/COUNTY-  AR/MADISON
 FG1347  USGS QUAD   -  BOSTON (1973)
 FG1347
 FG1347                         *CURRENT SURVEY CONTROL
 FG1347  ___________________________________________________________________
 FG1347* NAD 83(1986)-  35 48 57.     (N)    093 31 39.     (W)     SCALED    
 FG1347* NAVD 88     -       710.08   (meters)    2329.7    (feet)  RESET     
 FG1347  ___________________________________________________________________
 FG1347  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG1347
 FG1347  VERT ORDER  -  THIRD
 FG1347
 FG1347.The horizontal coordinates were scaled from a topographic map and have
 FG1347.an estimated accuracy of +/- 6 seconds.
 FG1347
 FG1347.The orthometric height was computed from unverified reset data.
 FG1347
 FG1347.The geoid height was determined by GEOID03.
 FG1347
 FG1347;                    North         East    Units  Estimated Accuracy
 FG1347;SPC AR N     -   165,540.      261,970.      MT  (+/- 180 meters Scaled)
 FG1347
 FG1347                          SUPERSEDED SURVEY CONTROL
 FG1347
 FG1347.No superseded survey control is available for this station.
 FG1347
 FG1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV523636(NAD 83)
 FG1347_MARKER: DB = BENCH MARK DISK
 FG1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1347_STAMPING: F 53 RESET 1963
 FG1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1347+STABILITY: SURFACE MOTION
 FG1347
 FG1347  HISTORY     - Date     Condition        Report By
 FG1347  HISTORY     - 1963     MONUMENTED       CGS
 FG1347
 FG1347                          STATION DESCRIPTION
 FG1347
 FG1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FG1347'4.0 MI S FROM RED STAR.
 FG1347'4.0 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT RED
 FG1347'STAR, 0.1 MILE SOUTHWEST OF THE SOUTHWEST CORNER OF A CEMETERY, ON THE
 FG1347'OUTSIDE OF A CURVE, ABOUT 80 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FG1347'HIGHWAY, 15 FEET NORTH OF THE CENTERLINE OF AN OLD WAGON ROAD, 1.5
 FG1347'FEET NORTH OF A WHITE WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FG1347'POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1677 ***********************************************************************
 EH1677  DESIGNATION -  F 54
 EH1677  PID         -  EH1677
 EH1677  STATE/COUNTY-  AR/JEFFERSON
 EH1677  USGS QUAD   -  LADD (1975)
 EH1677
 EH1677                         *CURRENT SURVEY CONTROL
 EH1677  ___________________________________________________________________
 EH1677* NAD 83(1986)-  34 13 54.     (N)    091 57 34.     (W)     SCALED    
 EH1677* NAVD 88     -        63.318  (meters)     207.74   (feet)  POSTED    
 EH1677  ___________________________________________________________________
 EH1677  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EH1677  DYNAMIC HT  -          63.260 (meters)     207.55  (feet)  COMP
 EH1677  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 EH1677
 EH1677  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EH1677
 EH1677.The horizontal coordinates were scaled from a topographic map and have
 EH1677.an estimated accuracy of +/- 6 seconds.
 EH1677
 EH1677.The orthometric height was determined by differential leveling
 EH1677.and adjusted by the National Geodetic Survey in 1992..
 EH1677.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EH1677.rate greater than 8.0 mm/km.
 EH1677
 EH1677.The geoid height was determined by GEOID03.
 EH1677
 EH1677.The dynamic height is computed by dividing the NAVD 88
 EH1677.geopotential number by the normal gravity value computed on the
 EH1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1677.degrees latitude (g = 980.6199 gals.).
 EH1677
 EH1677.The modeled gravity was interpolated from observed gravity values.
 EH1677
 EH1677;                    North         East    Units  Estimated Accuracy
 EH1677;SPC AR S     -   573,580.      403,740.      MT  (+/- 180 meters Scaled)
 EH1677
 EH1677                          SUPERSEDED SURVEY CONTROL
 EH1677
 EH1677  NGVD 29 (??/??/??)   63.457  (m)          208.19   (f) ADJUSTED    2 0
 EH1677
 EH1677.Superseded values are not recommended for survey control.
 EH1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1677.See file dsdata.txt to determine how the superseded data were derived.
 EH1677
 EH1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT958883(NAD 83)
 EH1677_MARKER: DB = BENCH MARK DISK
 EH1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1677_STAMPING: F-54 1934
 EH1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1677+STABILITY: SURFACE MOTION
 EH1677
 EH1677  HISTORY     - Date     Condition        Report By
 EH1677  HISTORY     - 1934     MONUMENTED       CGS
 EH1677  HISTORY     - 1968     MARK NOT FOUND   DOD
 EH1677
 EH1677                          STATION DESCRIPTION
 EH1677
 EH1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1677'1.6 MI NE FROM PINE BLUFF.
 EH1677'1.6 MILES NORTHEAST OF, ALONG S.L.S.RY. FROM MAIN OFFICE OF S.L.S. RY.
 EH1677'ABOUT 1500 FEET SOUTHWEST OF SOUTHWEST END OF LOUIS SOUTHWESTERN RY.
 EH1677'RE-ICING PLANT.  72 FEET NORTHWEST OF M.P. 265-5.  48 FEET NORTHEAST
 EH1677'OF DIRT ROAD CROSSING.  46.4 FEET NORTHWEST OF CENTERLINE OF MAIN LINE
 EH1677'TRACK OF ST. LOUIS SOUTHWESTERN RY.  6.5 FEET NORTHWEST OF TELEGRAPH
 EH1677'POLE E-48.  TABLET SET IN PRECAST CONCRETE POST.
 EH1677
 EH1677                          STATION RECOVERY (1968)
 EH1677
 EH1677'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 EH1677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1359 ***********************************************************************
 EH1359  DESIGNATION -  F 57
 EH1359  PID         -  EH1359
 EH1359  STATE/COUNTY-  AR/ARKANSAS
 EH1359  USGS QUAD   -  ALMYRA (1968)
 EH1359
 EH1359                         *CURRENT SURVEY CONTROL
 EH1359  ___________________________________________________________________
 EH1359* NAD 83(1986)-  34 24 26.     (N)    091 24 31.     (W)     SCALED    
 EH1359* NAVD 88     -        62.034  (meters)     203.52   (feet)  ADJUSTED  
 EH1359  ___________________________________________________________________
 EH1359  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1359  DYNAMIC HT  -          61.974 (meters)     203.33  (feet)  COMP
 EH1359  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 EH1359
 EH1359  VERT ORDER  -  FIRST     CLASS II
 EH1359
 EH1359.The horizontal coordinates were scaled from a topographic map and have
 EH1359.an estimated accuracy of +/- 6 seconds.
 EH1359
 EH1359.The orthometric height was determined by differential leveling
 EH1359.and adjusted by the National Geodetic Survey in August 1993..
 EH1359.WARNING-Repeat measurements at this control monument indicate possible
 EH1359.vertical movement.
 EH1359
 EH1359.The geoid height was determined by GEOID03.
 EH1359
 EH1359.The dynamic height is computed by dividing the NAVD 88
 EH1359.geopotential number by the normal gravity value computed on the
 EH1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1359.degrees latitude (g = 980.6199 gals.).
 EH1359
 EH1359.The modeled gravity was interpolated from observed gravity values.
 EH1359
 EH1359;                    North         East    Units  Estimated Accuracy
 EH1359;SPC AR S     -   593,210.      454,370.      MT  (+/- 180 meters Scaled)
 EH1359
 EH1359                          SUPERSEDED SURVEY CONTROL
 EH1359
 EH1359  NAVD 88 (06/15/91)   62.087  (m)          203.70   (f) UNKNOWN     1 2
 EH1359  NGVD 29 (??/??/??)   62.094  (m)          203.72   (f) ADJUSTED    1 2
 EH1359
 EH1359.Superseded values are not recommended for survey control.
 EH1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1359.See file dsdata.txt to determine how the superseded data were derived.
 EH1359
 EH1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462084(NAD 83)
 EH1359_MARKER: DB = BENCH MARK DISK
 EH1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1359_STAMPING: F-57 1935
 EH1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1359+STABILITY: SURFACE MOTION
 EH1359
 EH1359  HISTORY     - Date     Condition        Report By
 EH1359  HISTORY     - 1935     MONUMENTED       CGS
 EH1359  HISTORY     - 1954     GOOD             CGS
 EH1359  HISTORY     - 20030415 MARK NOT FOUND   USACE
 EH1359
 EH1359                          STATION DESCRIPTION
 EH1359
 EH1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1359'IN ALMYRA.
 EH1359'IN THE TOWN OF, ALONG ST. L. AND SW. RY. FROM STATION.  ABOUT 220 FEET
 EH1359'SOUTH OF SOUTH END OF ST. LOUIS SOUTHWESTERN RY. STATION. 45 FEET
 EH1359'NORTH OF CENTERLINE OF EAST-WEST GRAVEL ROAD CROSSING. 38.7 FEET WEST
 EH1359'OF CENTERLINE OF MAIN LINE TRACK OF ST. L. AND SW. RY.. 42 FEET NORTH
 EH1359'OF SECOND TELEGRAPH POLE SOUTH OF ST. LOUIS SOUTHWESTERN RY. STATION.
 EH1359'TABLET SET IN PRECAST CONCRETE POST.
 EH1359
 EH1359                          STATION RECOVERY (1954)
 EH1359
 EH1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1359'RECOVERED IN GOOD CONDITION.
 EH1359
 EH1359                          STATION RECOVERY (2003)
 EH1359
 EH1359'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0240 ***********************************************************************
 FH0240  DESIGNATION -  F 58
 FH0240  PID         -  FH0240
 FH0240  STATE/COUNTY-  AR/SEBASTIAN
 FH0240  USGS QUAD   -  HUNTINGTON (1987)
 FH0240
 FH0240                         *CURRENT SURVEY CONTROL
 FH0240  ___________________________________________________________________
 FH0240* NAD 83(1986)-  35 02 26.     (N)    094 17 26.     (W)     SCALED    
 FH0240* NAVD 88     -       195.537  (meters)     641.52   (feet)  ADJUSTED  
 FH0240  ___________________________________________________________________
 FH0240  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FH0240  DYNAMIC HT  -         195.339 (meters)     640.87  (feet)  COMP
 FH0240  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 FH0240
 FH0240  VERT ORDER  -  SECOND    CLASS 0
 FH0240
 FH0240.The horizontal coordinates were scaled from a topographic map and have
 FH0240.an estimated accuracy of +/- 6 seconds.
 FH0240
 FH0240.The orthometric height was determined by differential leveling
 FH0240.and adjusted by the National Geodetic Survey in June 1991..
 FH0240
 FH0240.The geoid height was determined by GEOID03.
 FH0240
 FH0240.The dynamic height is computed by dividing the NAVD 88
 FH0240.geopotential number by the normal gravity value computed on the
 FH0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0240.degrees latitude (g = 980.6199 gals.).
 FH0240
 FH0240.The modeled gravity was interpolated from observed gravity values.
 FH0240
 FH0240;                    North         East    Units  Estimated Accuracy
 FH0240;SPC AR N     -    80,890.      191,030.      MT  (+/- 180 meters Scaled)
 FH0240
 FH0240                          SUPERSEDED SURVEY CONTROL
 FH0240
 FH0240  NGVD 29 (??/??/92)  195.42   (m)          641.1    (f) COMPUTED    2 0
 FH0240
 FH0240.Superseded values are not recommended for survey control.
 FH0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0240.See file dsdata.txt to determine how the superseded data were derived.
 FH0240
 FH0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU822783(NAD 83)
 FH0240_MARKER: DB = BENCH MARK DISK
 FH0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0240_STAMPING: F 58 1934
 FH0240_MARK LOGO: CGS   
 FH0240_PROJECTION: PROJECTING 9 CENTIMETERS
 FH0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0240+STABILITY: SURFACE MOTION
 FH0240
 FH0240  HISTORY     - Date     Condition        Report By
 FH0240  HISTORY     - 1934     MONUMENTED       CGS
 FH0240  HISTORY     - 1959     GOOD             NGS
 FH0240  HISTORY     - 1985     GOOD             NGS
 FH0240
 FH0240                          STATION DESCRIPTION
 FH0240
 FH0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0240'3.5 MI W FROM MANSFIELD.
 FH0240'3.5 MILES WEST OF, ALONG C.R.I. AND P.RY. FROM SCHOOL.  ABOUT
 FH0240'108 FEET SOUTHWEST OF M.P. 274-15, 48 FEET SOUTH OF CENTERLINE
 FH0240'OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. TRACK, 42 FEET EAST
 FH0240'OF CENTERLINE OF CROSS ROAD, 27 FEET SOUTHWEST OF TELEPHONE
 FH0240'POLE, 9 FEET NORTH OF R/W FENCE, 2 FEET WEST OF R/W CROSS FENCE.
 FH0240'TABLET SET IN PRECAST CONCRETE POST.  NOTE-- THE FENCES HAVE
 FH0240'BEEN REMOVED.
 FH0240
 FH0240                          STATION RECOVERY (1959)
 FH0240
 FH0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0240'RECOVERED IN GOOD CONDITION.
 FH0240
 FH0240                          STATION RECOVERY (1985)
 FH0240
 FH0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0240'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  NEW
 FH0240'DESCRIPTION AS FOLLOWS.  4.7 KM (2.9 MI) SOUTH AND WEST ALONG STATE
 FH0240'HIGHWAY 96 FROM THE JUNCTION OF U.S. HIGHWAY 71 WHICH IS AT THE NORTH
 FH0240'EDGE OF MANSFIELD, THENCE 0.5 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD
 FH0240'AT AN OLD RAILROAD CROSSING, 12.80 METERS (42.0 FT) EAST OF THE CENTER
 FH0240'OF THE GRAVEL ROAD, 14.02 METERS (46.0 FT) SOUTHEAST OF THE
 FH0240'APPROXIMATE CENTER OF THE OLD RAILROAD BED, AND 2.28 METERS (7.5 FT)
 FH0240'NORTHWEST OF A FENCE.  NOTE, NOT LEVELED TO THIS SURVEY.
 FH0240'THE MARK IS 2.74 METERS  NW FROM A WITNESS POST.
 FH0240'THE MARK IS 0.76 M BELOW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1312 ***********************************************************************
 EJ1312  DESIGNATION -  F 59
 EJ1312  PID         -  EJ1312
 EJ1312  STATE/COUNTY-  AR/GARLAND
 EJ1312  USGS QUAD   -  PEARCY (1976)
 EJ1312
 EJ1312                         *CURRENT SURVEY CONTROL
 EJ1312  ___________________________________________________________________
 EJ1312* NAD 83(1986)-  34 26 00.     (N)    093 15 47.     (W)     SCALED    
 EJ1312* NAVD 88     -       179.224  (meters)     588.00   (feet)  ADJUSTED  
 EJ1312  ___________________________________________________________________
 EJ1312  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EJ1312  DYNAMIC HT  -         179.045 (meters)     587.42  (feet)  COMP
 EJ1312  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 EJ1312
 EJ1312  VERT ORDER  -  SECOND    CLASS 0
 EJ1312
 EJ1312.The horizontal coordinates were scaled from a topographic map and have
 EJ1312.an estimated accuracy of +/- 6 seconds.
 EJ1312
 EJ1312.The orthometric height was determined by differential leveling
 EJ1312.and adjusted by the National Geodetic Survey in June 1991..
 EJ1312
 EJ1312.The geoid height was determined by GEOID03.
 EJ1312
 EJ1312.The dynamic height is computed by dividing the NAVD 88
 EJ1312.geopotential number by the normal gravity value computed on the
 EJ1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1312.degrees latitude (g = 980.6199 gals.).
 EJ1312
 EJ1312.The modeled gravity was interpolated from observed gravity values.
 EJ1312
 EJ1312;                    North         East    Units  Estimated Accuracy
 EJ1312;SPC AR S     -   596,660.      283,920.      MT  (+/- 180 meters Scaled)
 EJ1312
 EJ1312                          SUPERSEDED SURVEY CONTROL
 EJ1312
 EJ1312  NGVD 29 (??/??/92)  179.210  (m)          587.96   (f) ADJ UNCH    2 0
 EJ1312
 EJ1312.Superseded values are not recommended for survey control.
 EJ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1312.See file dsdata.txt to determine how the superseded data were derived.
 EJ1312
 EJ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU758102(NAD 83)
 EJ1312_MARKER: DB = BENCH MARK DISK
 EJ1312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1312_SP_SET: CULVERT
 EJ1312_STAMPING: F-59 1934
 EJ1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1312
 EJ1312  HISTORY     - Date     Condition        Report By
 EJ1312  HISTORY     - 1934     MONUMENTED       CGS
 EJ1312  HISTORY     - 1935     GOOD             NGS
 EJ1312  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1312
 EJ1312                          STATION DESCRIPTION
 EJ1312
 EJ1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1312'1.6 MI NE FROM PEARCY.
 EJ1312'1.6 MILES NORTHWEST OF, ALONG U.S.HWY.-70, FROM POST OFFICE.  BRONZE
 EJ1312'TABLET IN NORTH CONCRETE HEADWALL OF HIGHWAY CULVERT.  219 FEET EAST
 EJ1312'OF EAST SIDE OF GREEN FARM HOUSE ON NORTH SIDE OF HIGHWAY.  185 FEET
 EJ1312'SOUTHEAST OF SOUTHEAST CORNER OF LARGE LOG BARN.  150 FEET EAST OF
 EJ1312'CENTERLINE OF ROAD INTO BARN YARD.  43 FEET SOUTH OF RAIL FENCE. 19.5
 EJ1312'FEET NORTH OF CENTERLINE OF U.S.HWY.70.
 EJ1312
 EJ1312                          STATION RECOVERY (1935)
 EJ1312
 EJ1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 EJ1312'RECOVERED IN GOOD CONDITION.
 EJ1312
 EJ1312                          STATION RECOVERY (1998)
 EJ1312
 EJ1312'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0320 ***********************************************************************
 GF0320  DESIGNATION -  F 6
 GF0320  PID         -  GF0320
 GF0320  STATE/COUNTY-  AR/BOONE
 GF0320  USGS QUAD   -  HARRISON (1975)
 GF0320
 GF0320                         *CURRENT SURVEY CONTROL
 GF0320  ___________________________________________________________________
 GF0320* NAD 83(1986)-  36 13 09.     (N)    093 04 24.     (W)     SCALED    
 GF0320* NAVD 88     -       356.721  (meters)    1170.34   (feet)  ADJUSTED  
 GF0320  ___________________________________________________________________
 GF0320  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0320  DYNAMIC HT  -         356.403 (meters)    1169.30  (feet)  COMP
 GF0320  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 GF0320
 GF0320  VERT ORDER  -  FIRST     CLASS II
 GF0320
 GF0320.The horizontal coordinates were scaled from a topographic map and have
 GF0320.an estimated accuracy of +/- 6 seconds.
 GF0320
 GF0320.The orthometric height was determined by differential leveling
 GF0320.and adjusted by the National Geodetic Survey in June 1991..
 GF0320
 GF0320.The geoid height was determined by GEOID03.
 GF0320
 GF0320.The dynamic height is computed by dividing the NAVD 88
 GF0320.geopotential number by the normal gravity value computed on the
 GF0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0320.degrees latitude (g = 980.6199 gals.).
 GF0320
 GF0320.The modeled gravity was interpolated from observed gravity values.
 GF0320
 GF0320;                    North         East    Units  Estimated Accuracy
 GF0320;SPC AR N     -   209,750.      303,500.      MT  (+/- 180 meters Scaled)
 GF0320
 GF0320                          SUPERSEDED SURVEY CONTROL
 GF0320
 GF0320  NGVD 29 (??/??/92)  356.589  (m)         1169.91   (f) ADJ UNCH    1 2
 GF0320
 GF0320.Superseded values are not recommended for survey control.
 GF0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0320.See file dsdata.txt to determine how the superseded data were derived.
 GF0320
 GF0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA934082(NAD 83)
 GF0320_MARKER: DB = BENCH MARK DISK
 GF0320_SETTING: 0 = UNSPECIFIED SETTING
 GF0320_STAMPING: F-6 1931
 GF0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0320
 GF0320  HISTORY     - Date     Condition        Report By
 GF0320  HISTORY     - 1931     MONUMENTED       CGS
 GF0320  HISTORY     - 1934     GOOD             NGS
 GF0320
 GF0320                          STATION DESCRIPTION
 GF0320
 GF0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0320'2.7 MI E FROM HARRISON.
 GF0320'ABOUT 2.7 MILES EAST OF HARRISON, ALONG THE MISSOURI AND NORTH
 GF0320'ARKANSAS R.R. FROM HARRISON, ABOUT 2 1/2 POLES EAST OF POLE
 GF0320'128-25, SOUTHWEST OF A GRAVEL-ROAD CROSSING, 36 FEET WEST OF
 GF0320'THE ROAD, AND 23 FEET SOUTH OF THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0152 ***********************************************************************
 EK0152  DESIGNATION -  F 60
 EK0152  PID         -  EK0152
 EK0152  STATE/COUNTY-  AR/HOWARD
 EK0152  USGS QUAD   -  DIERKS DAM (1966)
 EK0152
 EK0152                         *CURRENT SURVEY CONTROL
 EK0152  ___________________________________________________________________
 EK0152* NAD 83(1986)-  34 09 11.     (N)    094 00 24.     (W)     SCALED    
 EK0152* NAVD 88     -       206.645  (meters)     677.97   (feet)  ADJUSTED  
 EK0152  ___________________________________________________________________
 EK0152  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EK0152  DYNAMIC HT  -         206.433 (meters)     677.27  (feet)  COMP
 EK0152  MODELED GRAV-     979,604.5   (mgal)                       NAVD 88
 EK0152
 EK0152  VERT ORDER  -  SECOND    CLASS 0
 EK0152
 EK0152.The horizontal coordinates were scaled from a topographic map and have
 EK0152.an estimated accuracy of +/- 6 seconds.
 EK0152
 EK0152.The orthometric height was determined by differential leveling
 EK0152.and adjusted by the National Geodetic Survey in June 1991..
 EK0152
 EK0152.The geoid height was determined by GEOID03.
 EK0152
 EK0152.The dynamic height is computed by dividing the NAVD 88
 EK0152.geopotential number by the normal gravity value computed on the
 EK0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0152.degrees latitude (g = 980.6199 gals.).
 EK0152
 EK0152.The modeled gravity was interpolated from observed gravity values.
 EK0152
 EK0152;                    North         East    Units  Estimated Accuracy
 EK0152;SPC AR S     -   566,670.      214,970.      MT  (+/- 180 meters Scaled)
 EK0152
 EK0152                          SUPERSEDED SURVEY CONTROL
 EK0152
 EK0152  NGVD 29 (??/??/92)  206.603  (m)          677.83   (f) ADJ UNCH    2 0
 EK0152
 EK0152.Superseded values are not recommended for survey control.
 EK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0152.See file dsdata.txt to determine how the superseded data were derived.
 EK0152
 EK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT072795(NAD 83)
 EK0152_MARKER: DB = BENCH MARK DISK
 EK0152_SETTING: 66 = SET IN ROCK OUTCROP
 EK0152_SP_SET: SANDSTONE LEDGE
 EK0152_STAMPING: F 60 1934
 EK0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0152+STABILITY: POSITION/ELEVATION WELL
 EK0152
 EK0152  HISTORY     - Date     Condition        Report By
 EK0152  HISTORY     - 1934     MONUMENTED       CGS
 EK0152  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0152
 EK0152                          STATION DESCRIPTION
 EK0152
 EK0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0152'2.4 MI NE FROM DIERKS.
 EK0152'2.4 MILES NORTHEAST OF, ALONG U.S. HWY. 70, FROM HIGH SCHOOL.
 EK0152'BRONZE TABLET IN SANDSTONE LEDGE, 0.3 FT. ABOVE GROUND, 66.2 FEET
 EK0152'NORTHWEST OF OAK TREE, 1 FOOT IN DIAMETER AT BASE, SUPPORTING
 EK0152'TELEPHONE WIRE, 32 FEET NORTHWEST OF CENTERLINE OF U.S. HWY. 70,
 EK0152'5 FEET ABOVE HIGHWAY, EAST END OF S TURN.
 EK0152
 EK0152                          STATION RECOVERY (1962)
 EK0152
 EK0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8642 ***********************************************************************
 AF8642  DESIGNATION -  F 60 RESET
 AF8642  PID         -  AF8642
 AF8642  STATE/COUNTY-  AR/HOWARD
 AF8642  USGS QUAD   -  DIERKS DAM (1966)
 AF8642
 AF8642                         *CURRENT SURVEY CONTROL
 AF8642  ___________________________________________________________________
 AF8642* NAD 83(1986)-  34 09 11.     (N)    094 00 24.     (W)     SCALED    
 AF8642* NAVD 88     -       207.64   (meters)     681.2    (feet)  RESET     
 AF8642  ___________________________________________________________________
 AF8642  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AF8642
 AF8642  VERT ORDER  -  THIRD
 AF8642
 AF8642.The horizontal coordinates were scaled from a topographic map and have
 AF8642.an estimated accuracy of +/- 6 seconds.
 AF8642
 AF8642.The orthometric height was computed from unverified reset data.
 AF8642
 AF8642.The geoid height was determined by GEOID03.
 AF8642
 AF8642;                    North         East    Units  Estimated Accuracy
 AF8642;SPC AR S     -   566,670.      214,970.      MT  (+/- 180 meters Scaled)
 AF8642
 AF8642                          SUPERSEDED SURVEY CONTROL
 AF8642
 AF8642.No superseded survey control is available for this station.
 AF8642
 AF8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT072795(NAD 83)
 AF8642_MARKER: DB = BENCH MARK DISK
 AF8642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8642_STAMPING: F 60 RESET 1955
 AF8642_MARK LOGO: CGS   
 AF8642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8642+STABILITY: SURFACE MOTION
 AF8642
 AF8642  HISTORY     - Date     Condition        Report By
 AF8642  HISTORY     - 1955     MONUMENTED       ARHD
 AF8642
 AF8642                          STATION DESCRIPTION
 AF8642
 AF8642'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1955 (BG)
 AF8642'2.4 MILES (3.9 KM) NORTHEAST ALONG US HIGHWAY 70 FROM HIGH SCHOOL AT
 AF8642'DIERKS, 90 FEET (27.4 M) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9
 AF8642'FEET (2.7 M) SOUTH OF A 1 FOOT (0.3 M) OAK TREE.  ABOUT 7 FEET (2.1 M)
 AF8642'HIGHER THAN THE HIGHWAY AND 0.4 FEET (12.2 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1321 ***********************************************************************
 EJ1321  DESIGNATION -  F 61
 EJ1321  PID         -  EJ1321
 EJ1321  STATE/COUNTY-  AR/PIKE
 EJ1321  USGS QUAD   -  MURFREESBORO (1970)
 EJ1321
 EJ1321                         *CURRENT SURVEY CONTROL
 EJ1321  ___________________________________________________________________
 EJ1321* NAD 83(1986)-  34 01 54.     (N)    093 44 58.     (W)     SCALED    
 EJ1321* NAVD 88     -       176.610  (meters)     579.43   (feet)  ADJUSTED  
 EJ1321  ___________________________________________________________________
 EJ1321  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EJ1321  DYNAMIC HT  -         176.431 (meters)     578.84  (feet)  COMP
 EJ1321  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 EJ1321
 EJ1321  VERT ORDER  -  SECOND    CLASS 0
 EJ1321
 EJ1321.The horizontal coordinates were scaled from a topographic map and have
 EJ1321.an estimated accuracy of +/- 6 seconds.
 EJ1321
 EJ1321.The orthometric height was determined by differential leveling
 EJ1321.and adjusted by the National Geodetic Survey in June 1991..
 EJ1321
 EJ1321.The geoid height was determined by GEOID03.
 EJ1321
 EJ1321.The dynamic height is computed by dividing the NAVD 88
 EJ1321.geopotential number by the normal gravity value computed on the
 EJ1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1321.degrees latitude (g = 980.6199 gals.).
 EJ1321
 EJ1321.The modeled gravity was interpolated from observed gravity values.
 EJ1321
 EJ1321;                    North         East    Units  Estimated Accuracy
 EJ1321;SPC AR S     -   552,780.      238,460.      MT  (+/- 180 meters Scaled)
 EJ1321
 EJ1321                          SUPERSEDED SURVEY CONTROL
 EJ1321
 EJ1321  NGVD 29 (??/??/92)  176.605  (m)          579.41   (f) ADJ UNCH    2 0
 EJ1321
 EJ1321.Superseded values are not recommended for survey control.
 EJ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1321.See file dsdata.txt to determine how the superseded data were derived.
 EJ1321
 EJ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT308659(NAD 83)
 EJ1321_MARKER: DB = BENCH MARK DISK
 EJ1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1321_STAMPING: F 61 1934
 EJ1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1321+STABILITY: SURFACE MOTION
 EJ1321
 EJ1321  HISTORY     - Date     Condition        Report By
 EJ1321  HISTORY     - 1934     MONUMENTED       CGS
 EJ1321  HISTORY     - 1962     GOOD             NGS
 EJ1321  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 EJ1321
 EJ1321                          STATION DESCRIPTION
 EJ1321
 EJ1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1321'4.2 MI SW FROM MURFREESBORO.
 EJ1321'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 EJ1321'AT MURFREESBORO, PIKE COUNTY, 2 MILES SOUTHWEST OF THEURVE, BRIDGE
 EJ1321'OVER LITTLE MISSOURI RIVER, 0.05 MILE SOUTHWEST OF A CURVE, 276 FEET
 EJ1321'NORTHEAST OF THE WEST CONCRETE HEADWALL OF A CULVERT, 45 FEET WEST OF
 EJ1321'THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF A TELEPHONE POLE
 EJ1321'WITH BRACE WIRE AND 6 FEET WEST OF A WIRE FENCE.  A STANDARD DISK,
 EJ1321'STAMPED F 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1321
 EJ1321                          STATION RECOVERY (2004)
 EJ1321
 EJ1321'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 EJ1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1013 ***********************************************************************
 DL1013  DESIGNATION -  F 62
 DL1013  PID         -  DL1013
 DL1013  STATE/COUNTY-  AR/HEMPSTEAD
 DL1013  USGS QUAD   -  NASHVILLE (1951)
 DL1013
 DL1013                         *CURRENT SURVEY CONTROL
 DL1013  ___________________________________________________________________
 DL1013* NAD 83(1986)-  33 53 57.     (N)    093 46 35.     (W)     SCALED    
 DL1013* NAVD 88     -       123.419  (meters)     404.92   (feet)  ADJUSTED  
 DL1013  ___________________________________________________________________
 DL1013  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DL1013  DYNAMIC HT  -         123.293 (meters)     404.50  (feet)  COMP
 DL1013  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
 DL1013
 DL1013  VERT ORDER  -  SECOND    CLASS 0
 DL1013
 DL1013.The horizontal coordinates were scaled from a topographic map and have
 DL1013.an estimated accuracy of +/- 6 seconds.
 DL1013
 DL1013.The orthometric height was determined by differential leveling
 DL1013.and adjusted by the National Geodetic Survey in June 1991..
 DL1013
 DL1013.The geoid height was determined by GEOID03.
 DL1013
 DL1013.The dynamic height is computed by dividing the NAVD 88
 DL1013.geopotential number by the normal gravity value computed on the
 DL1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1013.degrees latitude (g = 980.6199 gals.).
 DL1013
 DL1013.The modeled gravity was interpolated from observed gravity values.
 DL1013
 DL1013;                    North         East    Units  Estimated Accuracy
 DL1013;SPC AR S     -   538,130.      235,720.      MT  (+/- 180 meters Scaled)
 DL1013
 DL1013                          SUPERSEDED SURVEY CONTROL
 DL1013
 DL1013  NGVD 29 (??/??/92)  123.427  (m)          404.94   (f) ADJ UNCH    2 0
 DL1013
 DL1013.Superseded values are not recommended for survey control.
 DL1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1013.See file dsdata.txt to determine how the superseded data were derived.
 DL1013
 DL1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT282512(NAD 83)
 DL1013_MARKER: DB = BENCH MARK DISK
 DL1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1013_STAMPING: F 62 1934
 DL1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1013+STABILITY: SURFACE MOTION
 DL1013
 DL1013  HISTORY     - Date     Condition        Report By
 DL1013  HISTORY     - 1934     MONUMENTED       CGS
 DL1013  HISTORY     - 1962     GOOD             NGS
 DL1013
 DL1013                          STATION DESCRIPTION
 DL1013
 DL1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1013'5.5 MI SE FROM NASHVILLE.
 DL1013'IN HEMPSTEAD COUNTY, 5.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC
 DL1013'RAILROAD FROM THE STATION AT NASHVILLE, HOWARD COUNTY, 129 FEET NORTH
 DL1013'OF THE TWENTIETHPOLE NORTHWEST OF MILEPOST 477, 350 FEET NORTH OF AN
 DL1013'OLD COTTON GIN, 300 FEET SOUTHWEST OF THE R.L. ERWIN FARMHOUSE IN
 DL1013'1935, AT A ROAD CROSSING, 44 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 DL1013'49.6 FEET EAST OF THE CENTERLINE OF THE TRACK, 25.8 FEET SOUTH OF A
 DL1013'NORTHWEST FENCE CORNER, AND 2.2 FEET WEST OF THE FENCE.  A STANDARD
 DL1013'DISK, STAMPED F 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0871 ***********************************************************************
 DL0871  DESIGNATION -  F 63
 DL0871  PID         -  DL0871
 DL0871  STATE/COUNTY-  AR/LAFAYETTE
 DL0871  USGS QUAD   -  OLD TOWN (1978)
 DL0871
 DL0871                         *CURRENT SURVEY CONTROL
 DL0871  ___________________________________________________________________
 DL0871* NAD 83(1986)-  33 26 14.     (N)    093 31 03.     (W)     SCALED    
 DL0871* NAVD 88     -        78.455  (meters)     257.40   (feet)  ADJUSTED  
 DL0871  ___________________________________________________________________
 DL0871  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0871  DYNAMIC HT  -          78.371 (meters)     257.12  (feet)  COMP
 DL0871  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DL0871
 DL0871  VERT ORDER  -  SECOND    CLASS 0
 DL0871
 DL0871.The horizontal coordinates were scaled from a topographic map and have
 DL0871.an estimated accuracy of +/- 6 seconds.
 DL0871
 DL0871.The orthometric height was determined by differential leveling
 DL0871.and adjusted by the National Geodetic Survey in June 1991..
 DL0871
 DL0871.The geoid height was determined by GEOID03.
 DL0871
 DL0871.The dynamic height is computed by dividing the NAVD 88
 DL0871.geopotential number by the normal gravity value computed on the
 DL0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0871.degrees latitude (g = 980.6199 gals.).
 DL0871
 DL0871.The modeled gravity was interpolated from observed gravity values.
 DL0871
 DL0871;                    North         East    Units  Estimated Accuracy
 DL0871;SPC AR S     -   486,510.      258,900.      MT  (+/- 180 meters Scaled)
 DL0871
 DL0871                          SUPERSEDED SURVEY CONTROL
 DL0871
 DL0871  NGVD 29 (??/??/92)   78.486  (m)          257.50   (f) ADJ UNCH    2 0
 DL0871
 DL0871.Superseded values are not recommended for survey control.
 DL0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0871.See file dsdata.txt to determine how the superseded data were derived.
 DL0871
 DL0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS518998(NAD 83)
 DL0871_MARKER: DB = BENCH MARK DISK
 DL0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0871_STAMPING: F 63 1935
 DL0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0871+STABILITY: SURFACE MOTION
 DL0871
 DL0871  HISTORY     - Date     Condition        Report By
 DL0871  HISTORY     - 1935     MONUMENTED       CGS
 DL0871  HISTORY     - 1963     GOOD             NGS
 DL0871
 DL0871                          STATION DESCRIPTION
 DL0871
 DL0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0871'6.4 MI NW FROM STAMPS.
 DL0871'6.4 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0871'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 95 FEET SOUTH OF THE SOUTH
 DL0871'END OF THE BRIDGE OVER BODCAW CREEK, 60 FEET NORTH OF THE SEVENTH POLE
 DL0871'SOUTH OF MILEPOST 17, AND 44 FEET EAST OF THE CENTERLINE OF THE TRACK.
 DL0871'A STANDARD DISK, STAMPED F 63 1935 AND SET IN THE TOP OF A CONCRETE
 DL0871'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0998 ***********************************************************************
 DL0998  DESIGNATION -  F 64
 DL0998  PID         -  DL0998
 DL0998  STATE/COUNTY-  AR/HEMPSTEAD
 DL0998  USGS QUAD   -  HOPE (1978)
 DL0998
 DL0998                         *CURRENT SURVEY CONTROL
 DL0998  ___________________________________________________________________
 DL0998* NAD 83(1986)-  33 40 49.     (N)    093 32 40.     (W)     SCALED    
 DL0998* NAVD 88     -        86.946  (meters)     285.26   (feet)  ADJUSTED  
 DL0998  ___________________________________________________________________
 DL0998  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DL0998  DYNAMIC HT  -          86.855 (meters)     284.96  (feet)  COMP
 DL0998  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 DL0998
 DL0998  VERT ORDER  -  SECOND    CLASS 0
 DL0998
 DL0998.The horizontal coordinates were scaled from a topographic map and have
 DL0998.an estimated accuracy of +/- 6 seconds.
 DL0998
 DL0998.The orthometric height was determined by differential leveling
 DL0998.and adjusted by the National Geodetic Survey in June 1991..
 DL0998
 DL0998.The geoid height was determined by GEOID03.
 DL0998
 DL0998.The dynamic height is computed by dividing the NAVD 88
 DL0998.geopotential number by the normal gravity value computed on the
 DL0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0998.degrees latitude (g = 980.6199 gals.).
 DL0998
 DL0998.The modeled gravity was interpolated from observed gravity values.
 DL0998
 DL0998;                    North         East    Units  Estimated Accuracy
 DL0998;SPC AR S     -   513,500.      256,800.      MT  (+/- 180 meters Scaled)
 DL0998
 DL0998                          SUPERSEDED SURVEY CONTROL
 DL0998
 DL0998  NGVD 29 (??/??/92)   86.953  (m)          285.28   (f) ADJ UNCH    2 0
 DL0998
 DL0998.Superseded values are not recommended for survey control.
 DL0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0998.See file dsdata.txt to determine how the superseded data were derived.
 DL0998
 DL0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT495268(NAD 83)
 DL0998_MARKER: DB = BENCH MARK DISK
 DL0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0998_STAMPING: F-64 1935
 DL0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0998+STABILITY: SURFACE MOTION
 DL0998
 DL0998  HISTORY     - Date     Condition        Report By
 DL0998  HISTORY     - 1935     MONUMENTED       CGS
 DL0998  HISTORY     - 1963     GOOD             NGS
 DL0998
 DL0998                          STATION DESCRIPTION
 DL0998
 DL0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0998'3.0 MI NE FROM HOPE.
 DL0998'3 MILES NORTHEAST OF, ALONG M.P.R.R. FROM POST OFFICE ABOUT 45.4 FT.
 DL0998'NORTHWEST OF CENTERLINE OF MISSOURI PACIFIC MAIN LINE TRACK.  31 FEET
 DL0998'NORTHEAST OF CENTERLINE OF IMPROVED CROSS ROAD.  11.5 FEET NORTHWEST
 DL0998'OF THIRD TELEGRAPH POLE.  7 FEET BELOW TOP OF RAILS.  5.3 FEET NORTH
 DL0998'OF SOUTH FENCE CORNER OF CULTIVATED FIELD.  3 FEET SOUTHWEST OF
 DL0998'TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
 DL0998
 DL0998                          STATION RECOVERY (1963)
 DL0998
 DL0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1060 ***********************************************************************
 DK1060  DESIGNATION -  F 65
 DK1060  PID         -  DK1060
 DK1060  STATE/COUNTY-  AR/CHICOT
 DK1060  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1060
 DK1060                         *CURRENT SURVEY CONTROL
 DK1060  ___________________________________________________________________
 DK1060* NAD 83(1986)-  33 06 22.     (N)    091 15 40.     (W)     SCALED    
 DK1060* NAVD 88     -        39.036  (meters)     128.07   (feet)  ADJUSTED  
 DK1060  ___________________________________________________________________
 DK1060  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DK1060  DYNAMIC HT  -          38.995 (meters)     127.94  (feet)  COMP
 DK1060  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 DK1060
 DK1060  VERT ORDER  -  SECOND    CLASS 0
 DK1060
 DK1060.The horizontal coordinates were scaled from a topographic map and have
 DK1060.an estimated accuracy of +/- 6 seconds.
 DK1060
 DK1060.The orthometric height was determined by differential leveling
 DK1060.and adjusted by the National Geodetic Survey in June 1991..
 DK1060
 DK1060.The geoid height was determined by GEOID03.
 DK1060
 DK1060.The dynamic height is computed by dividing the NAVD 88
 DK1060.geopotential number by the normal gravity value computed on the
 DK1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1060.degrees latitude (g = 980.6199 gals.).
 DK1060
 DK1060.The modeled gravity was interpolated from observed gravity values.
 DK1060
 DK1060;                    North         East    Units  Estimated Accuracy
 DK1060;SPC AR S     -   448,990.      468,970.      MT  (+/- 180 meters Scaled)
 DK1060
 DK1060                          SUPERSEDED SURVEY CONTROL
 DK1060
 DK1060  NGVD 29 (??/??/??)   39.132  (m)          128.39   (f) ADJUSTED    2 0
 DK1060
 DK1060.Superseded values are not recommended for survey control.
 DK1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1060.See file dsdata.txt to determine how the superseded data were derived.
 DK1060
 DK1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS622643(NAD 83)
 DK1060_MARKER: DB = BENCH MARK DISK
 DK1060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1060_SP_SET: CULVERT
 DK1060_STAMPING: F-65 1935
 DK1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1060
 DK1060  HISTORY     - Date     Condition        Report By
 DK1060  HISTORY     - 1935     MONUMENTED       CGS
 DK1060  HISTORY     - 1935     GOOD             CGS
 DK1060
 DK1060                          STATION DESCRIPTION
 DK1060
 DK1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1060'IN EUDORA.
 DK1060'IN EUDORA, BRONZE TABLET IN WEST HEADWALL OF CONCRETE RAILROAD
 DK1060'CULVERT.  130 FEET NORTH OF SECOND TELEGRAPH POLE SOUTH OF M.P. 447.
 DK1060'94 FEET SOUTH OF U.S. HWY. 65 CROSSING AT JUNCTION OF U.S. HWY. 65 AND
 DK1060'ST. HWY. 59.  60 FEET SOUTH OF POINT WHERE ELECTRIC LINE CROSSES
 DK1060'TRACK.  14 FEET WEST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0441 ***********************************************************************
 FG0441  DESIGNATION -  F 66
 FG0441  PID         -  FG0441
 FG0441  STATE/COUNTY-  AR/POPE
 FG0441  USGS QUAD   -  MORELAND (1989)
 FG0441
 FG0441                         *CURRENT SURVEY CONTROL
 FG0441  ___________________________________________________________________
 FG0441* NAD 83(1986)-  35 20 40.     (N)    092 57 39.     (W)     SCALED    
 FG0441* NAVD 88     -       182.060  (meters)     597.31   (feet)  ADJUSTED  
 FG0441  ___________________________________________________________________
 FG0441  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FG0441  DYNAMIC HT  -         181.888 (meters)     596.74  (feet)  COMP
 FG0441  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FG0441
 FG0441  VERT ORDER  -  SECOND    CLASS 0
 FG0441
 FG0441.The horizontal coordinates were scaled from a topographic map and have
 FG0441.an estimated accuracy of +/- 6 seconds.
 FG0441
 FG0441.The orthometric height was determined by differential leveling
 FG0441.and adjusted by the National Geodetic Survey in June 1991..
 FG0441
 FG0441.The geoid height was determined by GEOID03.
 FG0441
 FG0441.The dynamic height is computed by dividing the NAVD 88
 FG0441.geopotential number by the normal gravity value computed on the
 FG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0441.degrees latitude (g = 980.6199 gals.).
 FG0441
 FG0441.The modeled gravity was interpolated from observed gravity values.
 FG0441
 FG0441;                    North         East    Units  Estimated Accuracy
 FG0441;SPC AR N     -   112,600.      312,660.      MT  (+/- 180 meters Scaled)
 FG0441
 FG0441                          SUPERSEDED SURVEY CONTROL
 FG0441
 FG0441  NGVD 29 (??/??/92)  182.051  (m)          597.28   (f) ADJ UNCH    2 0
 FG0441
 FG0441.Superseded values are not recommended for survey control.
 FG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0441.See file dsdata.txt to determine how the superseded data were derived.
 FG0441
 FG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV035112(NAD 83)
 FG0441_MARKER: DB = BENCH MARK DISK
 FG0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0441_STAMPING: F 66 1935
 FG0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0441+STABILITY: SURFACE MOTION
 FG0441
 FG0441  HISTORY     - Date     Condition        Report By
 FG0441  HISTORY     - 1935     MONUMENTED       CGS
 FG0441  HISTORY     - 1942     GOOD             NGS
 FG0441
 FG0441                          STATION DESCRIPTION
 FG0441
 FG0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FG0441'0.9 MI NE FROM CAGLESVILLE.
 FG0441'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 124 FROM CAGLESVILLE, POPE
 FG0441'COUNTY, 3.7 MILES  SOUTH ALONG STATE HIGHWAY 105, 0.9 MILE SOUTH OF A
 FG0441'BRIDGE OVER ISABEL CREEK, 0.4 MILE NORTH OF A HOUSE AT THE SUMMIT OF A
 FG0441'HILL, 54 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET NORTH OF
 FG0441'A GATE, AND THE CENTERLINE OF A PRIVATE ROAD ON WM. ROBERTS FARM, AND
 FG0441'1 1/2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED F 66 1935 AND
 FG0441'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0481 ***********************************************************************
 FG0481  DESIGNATION -  F 67 RESET
 FG0481  PID         -  FG0481
 FG0481  STATE/COUNTY-  AR/CONWAY
 FG0481  USGS QUAD   -  HATTIEVILLE (1991)
 FG0481
 FG0481                         *CURRENT SURVEY CONTROL
 FG0481  ___________________________________________________________________
 FG0481* NAD 83(1986)-  35 17 17.     (N)    092 47 25.     (W)     SCALED    
 FG0481* NAVD 88     -       105.61   (meters)     346.5    (feet)  RESET     
 FG0481  ___________________________________________________________________
 FG0481  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FG0481
 FG0481  VERT ORDER  -  THIRD
 FG0481
 FG0481.The horizontal coordinates were scaled from a topographic map and have
 FG0481.an estimated accuracy of +/- 6 seconds.
 FG0481
 FG0481.The orthometric height was computed from unverified reset data.
 FG0481
 FG0481.The geoid height was determined by GEOID03.
 FG0481
 FG0481;                    North         East    Units  Estimated Accuracy
 FG0481;SPC AR N     -   106,210.      328,120.      MT  (+/- 180 meters Scaled)
 FG0481
 FG0481                          SUPERSEDED SURVEY CONTROL
 FG0481
 FG0481.No superseded survey control is available for this station.
 FG0481
 FG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV190050(NAD 83)
 FG0481_MARKER: DD = SURVEY DISK
 FG0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0481_STAMPING: F 67 1935 RESET
 FG0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0481+STABILITY: SURFACE MOTION
 FG0481
 FG0481  HISTORY     - Date     Condition        Report By
 FG0481  HISTORY     - 1937     MONUMENTED       ARHD
 FG0481
 FG0481                          STATION DESCRIPTION
 FG0481
 FG0481'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1937
 FG0481'IN HATTIESVILLE.
 FG0481'AT HATTIESVILLE, CONWAY COUNTY, ABOUT 1,000 FEET WEST AND 200 FEET
 FG0481'NORTH OF THE O.V. BEESON STORE, NORTH OF A COUNTY HIGHWAY, AND
 FG0481'OPPOSITE THE JUNCTION OF A ROAD LEADING SOUTH.  A STANDARD DISK,
 FG0481'STAMPED F 67 1935 RESET AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FG0481'THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 FG0481'ENGINEERS OF THE WORKS PROGRESS ADMINISTRATION OF ARKANSAS IN APRIL
 FG0481'1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0159 ***********************************************************************
 FG0159  DESIGNATION -  F 68
 FG0159  PID         -  FG0159
 FG0159  STATE/COUNTY-  AR/FAULKNER
 FG0159  USGS QUAD   -  GREENBRIER (1994)
 FG0159
 FG0159                         *CURRENT SURVEY CONTROL
 FG0159  ___________________________________________________________________
 FG0159* NAD 83(1986)-  35 11 27.     (N)    092 27 02.     (W)     SCALED    
 FG0159* NAVD 88     -        96.718  (meters)     317.32   (feet)  ADJUSTED  
 FG0159  ___________________________________________________________________
 FG0159  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0159  DYNAMIC HT  -          96.628 (meters)     317.02  (feet)  COMP
 FG0159  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 FG0159
 FG0159  VERT ORDER  -  SECOND    CLASS 0
 FG0159
 FG0159.The horizontal coordinates were scaled from a topographic map and have
 FG0159.an estimated accuracy of +/- 6 seconds.
 FG0159
 FG0159.The orthometric height was determined by differential leveling
 FG0159.and adjusted by the National Geodetic Survey in June 1991..
 FG0159
 FG0159.The geoid height was determined by GEOID03.
 FG0159
 FG0159.The dynamic height is computed by dividing the NAVD 88
 FG0159.geopotential number by the normal gravity value computed on the
 FG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0159.degrees latitude (g = 980.6199 gals.).
 FG0159
 FG0159.The modeled gravity was interpolated from observed gravity values.
 FG0159
 FG0159;                    North         East    Units  Estimated Accuracy
 FG0159;SPC AR N     -    95,230.      358,970.      MT  (+/- 180 meters Scaled)
 FG0159
 FG0159                          SUPERSEDED SURVEY CONTROL
 FG0159
 FG0159  NGVD 29 (??/??/92)   96.736  (m)          317.37   (f) ADJ UNCH    2 0
 FG0159
 FG0159.Superseded values are not recommended for survey control.
 FG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0159.See file dsdata.txt to determine how the superseded data were derived.
 FG0159
 FG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU500943(NAD 83)
 FG0159_MARKER: DB = BENCH MARK DISK
 FG0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0159_STAMPING: F 68 1934
 FG0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0159+STABILITY: SURFACE MOTION
 FG0159
 FG0159  HISTORY     - Date     Condition        Report By
 FG0159  HISTORY     - 1934     MONUMENTED       CGS
 FG0159
 FG0159                          STATION DESCRIPTION
 FG0159
 FG0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0159'0.8 MI S FROM WOOSTER.
 FG0159'0.8 MILE SOUTH ALONG U. S. HIGHWAY 65 FROM THE JUNCTION WITH STATE
 FG0159'HIGHWAY 25 AT WOOSTER, IN THE NORTHEAST CORNER OF THE FRONT YARD OF
 FG0159'THE T. J. CLEMENT FARMHOUSE, 100 FEET NORTHEAST OF THE NORTHEAST
 FG0159'CORNER OF THE HOUSE, 47.1 FEET WEST OF THE NORTHEAST CORNER OF THE
 FG0159'WOODEN BRIDGE AT THE JUNCTION WITH THE ENTRANCE ROAD, 74.1 FEET WEST
 FG0159'OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET SOUTH OF THE CENTERLINE
 FG0159'OF THE FARM ROAD.  A STANDARD DISK, STAMPED F 68 1934 AND SET IN THE
 FG0159'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0103 ***********************************************************************
 FG0103  DESIGNATION -  F 69
 FG0103  PID         -  FG0103
 FG0103  STATE/COUNTY-  AR/WHITE
 FG0103  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0103
 FG0103                         *CURRENT SURVEY CONTROL
 FG0103  ___________________________________________________________________
 FG0103* NAD 83(1986)-  35 05 59.     (N)    092 00 09.     (W)     SCALED    
 FG0103* NAVD 88     -        81.012  (meters)     265.79   (feet)  ADJUSTED  
 FG0103  ___________________________________________________________________
 FG0103  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FG0103  DYNAMIC HT  -          80.937 (meters)     265.54  (feet)  COMP
 FG0103  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 FG0103
 FG0103  VERT ORDER  -  SECOND    CLASS 0
 FG0103
 FG0103.The horizontal coordinates were scaled from a topographic map and have
 FG0103.an estimated accuracy of +/- 6 seconds.
 FG0103
 FG0103.The orthometric height was determined by differential leveling
 FG0103.and adjusted by the National Geodetic Survey in June 1991..
 FG0103
 FG0103.The geoid height was determined by GEOID03.
 FG0103
 FG0103.The dynamic height is computed by dividing the NAVD 88
 FG0103.geopotential number by the normal gravity value computed on the
 FG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0103.degrees latitude (g = 980.6199 gals.).
 FG0103
 FG0103.The modeled gravity was interpolated from observed gravity values.
 FG0103
 FG0103;                    North         East    Units  Estimated Accuracy
 FG0103;SPC AR N     -    85,030.      399,770.      MT  (+/- 180 meters Scaled)
 FG0103
 FG0103                          SUPERSEDED SURVEY CONTROL
 FG0103
 FG0103  NGVD 29 (??/??/92)   81.010  (m)          265.78   (f) ADJ UNCH    2 0
 FG0103
 FG0103.Superseded values are not recommended for survey control.
 FG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0103.See file dsdata.txt to determine how the superseded data were derived.
 FG0103
 FG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU909845(NAD 83)
 FG0103_MARKER: DB = BENCH MARK DISK
 FG0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0103_SP_SET: BUILDING
 FG0103_STAMPING: F 69 1934
 FG0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0103+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 FG0103
 FG0103  HISTORY     - Date     Condition        Report By
 FG0103  HISTORY     - 1934     MONUMENTED       CGS
 FG0103  HISTORY     - 1940     GOOD             NGS
 FG0103  HISTORY     - 20020606 POOR             USACE
 FG0103  HISTORY     - 20050317 GOOD             ARHD
 FG0103
 FG0103                          STATION DESCRIPTION
 FG0103
 FG0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FG0103'8.8 MI W FROM BEEBE.
 FG0103'8.8 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FG0103'RAILROAD STATION AT BEEBE, WHITE COUNTY, 0.15 MILE NORTH OF THE
 FG0103'HIGHWAY, AT OPAL, IN THE BRICK WALL AT THE SOUTHWEST CORNER OF THE
 FG0103'SCHOOLHOUSE, 22.3 FEET WEST OF THE SOUTHEAST CORNER OF THE WING ON THE
 FG0103'WEST SIDE OF THE BUILDING, 1.8 FEET EAST OF THE SOUTHWEST CORNER, AND
 FG0103'4.7 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 69 1934 AND SET
 FG0103'VERTICALLY.
 FG0103
 FG0103                          STATION RECOVERY (2002)
 FG0103
 FG0103'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FG0103'OLD BUILDING NO LONGER EXISTS, IT HAS BEEN TORN DOWN.
 FG0103
 FG0103                          STATION RECOVERY (2005)
 FG0103
 FG0103'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0031 ***********************************************************************
 FG0031  DESIGNATION -  F 7
 FG0031  PID         -  FG0031
 FG0031  STATE/COUNTY-  AR/STONE
 FG0031  USGS QUAD   -  OXLEY (1980)
 FG0031
 FG0031                         *CURRENT SURVEY CONTROL
 FG0031  ___________________________________________________________________
 FG0031* NAD 83(1986)-  35 46 52.     (N)    092 25 41.     (W)     SCALED    
 FG0031* NAVD 88     -       247.672  (meters)     812.57   (feet)  ADJUSTED  
 FG0031  ___________________________________________________________________
 FG0031  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FG0031  DYNAMIC HT  -         247.444 (meters)     811.82  (feet)  COMP
 FG0031  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 FG0031
 FG0031  VERT ORDER  -  FIRST     CLASS II
 FG0031
 FG0031.The horizontal coordinates were scaled from a topographic map and have
 FG0031.an estimated accuracy of +/- 6 seconds.
 FG0031
 FG0031.The orthometric height was determined by differential leveling
 FG0031.and adjusted by the National Geodetic Survey in June 1991..
 FG0031
 FG0031.The geoid height was determined by GEOID03.
 FG0031
 FG0031.The dynamic height is computed by dividing the NAVD 88
 FG0031.geopotential number by the normal gravity value computed on the
 FG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0031.degrees latitude (g = 980.6199 gals.).
 FG0031
 FG0031.The modeled gravity was interpolated from observed gravity values.
 FG0031
 FG0031;                    North         East    Units  Estimated Accuracy
 FG0031;SPC AR N     -   160,700.      361,300.      MT  (+/- 180 meters Scaled)
 FG0031
 FG0031                          SUPERSEDED SURVEY CONTROL
 FG0031
 FG0031  NGVD 29 (??/??/92)  247.550  (m)          812.17   (f) ADJ UNCH    1 2
 FG0031
 FG0031.Superseded values are not recommended for survey control.
 FG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0031.See file dsdata.txt to determine how the superseded data were derived.
 FG0031
 FG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV516598(NAD 83)
 FG0031_MARKER: DB = BENCH MARK DISK
 FG0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0031_SP_SET: MONUMENT
 FG0031_STAMPING: F 7-1931
 FG0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0031
 FG0031  HISTORY     - Date     Condition        Report By
 FG0031  HISTORY     - 1931     MONUMENTED       CGS
 FG0031  HISTORY     - 1935     MARK NOT FOUND   NGS
 FG0031
 FG0031                          STATION DESCRIPTION
 FG0031
 FG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FG0031'1.6 MI S FROM ELBA.
 FG0031'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 1.6 MILES SOUTH OF ELBA,
 FG0031'ARKANSAS DEPOT, 50 FEET SOUTH OF DRIVEWAY GOING TO FARMERS FIELD,
 FG0031'OPPOSITE MILE POST SIGN 193-16 AND 25 FEET WEST OF WEST AND NEAREST
 FG0031'RAIL.  STANDARD BRONZE DISC SET IN CONCRETE MONUMENT.
 FG0031
 FG0031                          STATION RECOVERY (1935)
 FG0031
 FG0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0003 ***********************************************************************
 EJ0003  DESIGNATION -  F 70
 EJ0003  PID         -  EJ0003
 EJ0003  STATE/COUNTY-  AR/FAULKNER
 EJ0003  USGS QUAD   -  MAYFLOWER (1987)
 EJ0003
 EJ0003                         *CURRENT SURVEY CONTROL
 EJ0003  ___________________________________________________________________
 EJ0003* NAD 83(1986)-  34 57 25.     (N)    092 25 39.     (W)     SCALED    
 EJ0003* NAVD 88     -        87.772  (meters)     287.97   (feet)  ADJUSTED  
 EJ0003  ___________________________________________________________________
 EJ0003  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EJ0003  DYNAMIC HT  -          87.689 (meters)     287.69  (feet)  COMP
 EJ0003  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 EJ0003
 EJ0003  VERT ORDER  -  FIRST     CLASS II
 EJ0003
 EJ0003.The horizontal coordinates were scaled from a topographic map and have
 EJ0003.an estimated accuracy of +/- 6 seconds.
 EJ0003
 EJ0003.The orthometric height was determined by differential leveling
 EJ0003.and adjusted by the National Geodetic Survey in June 1991..
 EJ0003
 EJ0003.The geoid height was determined by GEOID03.
 EJ0003
 EJ0003.The dynamic height is computed by dividing the NAVD 88
 EJ0003.geopotential number by the normal gravity value computed on the
 EJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0003.degrees latitude (g = 980.6199 gals.).
 EJ0003
 EJ0003.The modeled gravity was interpolated from observed gravity values.
 EJ0003
 EJ0003;                    North         East    Units  Estimated Accuracy
 EJ0003;SPC AR N     -    69,270.      360,950.      MT  (+/- 180 meters Scaled)
 EJ0003
 EJ0003                          SUPERSEDED SURVEY CONTROL
 EJ0003
 EJ0003  NGVD 29 (06/07/95)   87.822  (m)          288.13   (f) ADJUSTED    1 2
 EJ0003
 EJ0003.Superseded values are not recommended for survey control.
 EJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0003.See file dsdata.txt to determine how the superseded data were derived.
 EJ0003
 EJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU522684(NAD 83)
 EJ0003_MARKER: DB = BENCH MARK DISK
 EJ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0003_STAMPING: F 70 1934
 EJ0003_MARK LOGO: CGS   
 EJ0003_PROJECTION: PROJECTING 15 CENTIMETERS
 EJ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0003+STABILITY: SURFACE MOTION
 EJ0003
 EJ0003  HISTORY     - Date     Condition        Report By
 EJ0003  HISTORY     - 1934     MONUMENTED       CGS
 EJ0003  HISTORY     - 1967     GOOD             NGS
 EJ0003  HISTORY     - 1984     GOOD             NGS
 EJ0003  HISTORY     - 1988     GOOD             USPSQD
 EJ0003  HISTORY     - 1989     GOOD             USPSQD
 EJ0003  HISTORY     - 1989     GOOD             USPSQD
 EJ0003  HISTORY     - 1990     GOOD             USPSQD
 EJ0003
 EJ0003                          STATION DESCRIPTION
 EJ0003
 EJ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0003'IN MAYFLOWER.
 EJ0003'IT IS 215 FEET NORTH OF THE MAIN CROSSING IN MAYFLOWER, 101 FEET
 EJ0003'NORTHEAST OF THE MAYFLOWER SIGN, 81 FEET EAST OF THE EAST RAIL OF THE
 EJ0003'TRACKS, 18 FEET EAST-NORTHEAST OF A POWERLINE POLE, 13 FEET NORTH OF
 EJ0003'THE NORTHWEST CORNER OF A HOUSE, 30 FEET EAST OF THE CENTER OF A
 EJ0003'GRADED ROAD AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 EJ0003'PROJECTING 4 INCHES.
 EJ0003
 EJ0003                          STATION RECOVERY (1984)
 EJ0003
 EJ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0003'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MAYFLOWER
 EJ0003'AT THE MISSOURI-PACIFIC RAILROAD CROSSING AT MILLER STREET, SET INSIDE
 EJ0003'OF A CHAIN LINK FENCE JUST NORTH OF A ONE LEVEL WOODEN HOUSE, NOTE THE
 EJ0003'FENCE MEASUREMENT IS NO LONGER ACCURATE, 60.96 METERS (200.0 FT) NORTH
 EJ0003'OF THE CENTERLINE OF MILLER STREET, 25.60 METERS (84.0 FT)
 EJ0003'EAST-SOUTHEAST OF THE CENTER OF THE EASTERN MOST SET OF RAILROAD
 EJ0003'TRACKS, 15.48 METERS (50.8 FT) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER
 EJ0003'OF A CHAIN LINK FENCE, 10.24 METERS (33.6 FT) EAST-SOUTHEAST OF THE
 EJ0003'APPROXIMATE CENTER OF PALARM STREET, 3.72 METERS (12.2 FT) NORTHEAST
 EJ0003'OF A POWERLINE POLE, AND 3.14 METERS (10.3 FT) NORTH OF THE NORTHWEST
 EJ0003'CORNER OF A ONE LEVEL HOUSE.
 EJ0003'THE MARK IS ABOVE LEVEL WITH PALARM STREET.
 EJ0003
 EJ0003                          STATION RECOVERY (1988)
 EJ0003
 EJ0003'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0003'RECOVERED IN GOOD CONDITION.
 EJ0003
 EJ0003                          STATION RECOVERY (1989)
 EJ0003
 EJ0003'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0003'RECOVERED IN GOOD CONDITION.
 EJ0003
 EJ0003                          STATION RECOVERY (1989)
 EJ0003
 EJ0003'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0003'RECOVERED IN GOOD CONDITION.
 EJ0003
 EJ0003                          STATION RECOVERY (1990)
 EJ0003
 EJ0003'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0398 ***********************************************************************
 FG0398  DESIGNATION -  F 71
 FG0398  PID         -  FG0398
 FG0398  STATE/COUNTY-  AR/PERRY
 FG0398  USGS QUAD   -  PERRYVILLE (1989)
 FG0398
 FG0398                         *CURRENT SURVEY CONTROL
 FG0398  ___________________________________________________________________
 FG0398* NAD 83(1986)-  35 02 55.     (N)    092 47 35.     (W)     SCALED    
 FG0398* NAVD 88     -        89.900  (meters)     294.95   (feet)  ADJUSTED  
 FG0398  ___________________________________________________________________
 FG0398  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FG0398  DYNAMIC HT  -          89.814 (meters)     294.66  (feet)  COMP
 FG0398  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 FG0398
 FG0398  VERT ORDER  -  SECOND    CLASS 0
 FG0398
 FG0398.The horizontal coordinates were scaled from a topographic map and have
 FG0398.an estimated accuracy of +/- 6 seconds.
 FG0398
 FG0398.The orthometric height was determined by differential leveling
 FG0398.and adjusted by the National Geodetic Survey in June 1991..
 FG0398
 FG0398.The geoid height was determined by GEOID03.
 FG0398
 FG0398.The dynamic height is computed by dividing the NAVD 88
 FG0398.geopotential number by the normal gravity value computed on the
 FG0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0398.degrees latitude (g = 980.6199 gals.).
 FG0398
 FG0398.The modeled gravity was interpolated from observed gravity values.
 FG0398
 FG0398;                    North         East    Units  Estimated Accuracy
 FG0398;SPC AR N     -    79,650.      327,650.      MT  (+/- 180 meters Scaled)
 FG0398
 FG0398                          SUPERSEDED SURVEY CONTROL
 FG0398
 FG0398  NGVD 29 (??/??/92)   89.920  (m)          295.01   (f) ADJ UNCH    2 0
 FG0398
 FG0398.Superseded values are not recommended for survey control.
 FG0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0398.See file dsdata.txt to determine how the superseded data were derived.
 FG0398
 FG0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU188784(NAD 83)
 FG0398_MARKER: DB = BENCH MARK DISK
 FG0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0398_SP_SET: BRIDGE
 FG0398_STAMPING: F 71 1934
 FG0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0398
 FG0398  HISTORY     - Date     Condition        Report By
 FG0398  HISTORY     - 1934     MONUMENTED       CGS
 FG0398  HISTORY     - 1935     GOOD             NGS
 FG0398  HISTORY     - 1939     GOOD             NGS
 FG0398
 FG0398                          STATION DESCRIPTION
 FG0398
 FG0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0398'IN PERRY.
 FG0398'LOCATED AT PERRY.  A STANDARD TABLET SET HORIZONTALLY ON SOUTH END OF
 FG0398'NORTH ABUTMENT TO RAILROAD BRIDGE NO. 1838 A.  ABOUT 0.1 MILE EAST OF
 FG0398'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION.  55.0 FT SOUTH OF
 FG0398'SOUTHWEST CORNER OF MAGNOLIA PETROLEUM CO. OFFICE.  12.5 FT. SOUTH OF
 FG0398'CENTERLINE OF C.R.I. AND P RYNEAREST TRACK.  2.5 FT NORTH OF SOUTH END
 FG0398'OF ABUTMENT.  2.4 FT WEST OF EAST EDGE OF ABUTMENT.  2.4 FT EAST OF
 FG0398'WEST EDGE OF ABUTMENT.  A STANDARD BRONZE TABLET STAMPED F 71 1934.
 FG0398
 FG0398                          STATION RECOVERY (1939)
 FG0398
 FG0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 FG0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0310 ***********************************************************************
 FG0310  DESIGNATION -  F 72
 FG0310  PID         -  FG0310
 FG0310  STATE/COUNTY-  AR/POPE
 FG0310  USGS QUAD   -  ATKINS (1989)
 FG0310
 FG0310                         *CURRENT SURVEY CONTROL
 FG0310  ___________________________________________________________________
 FG0310* NAD 83(1986)-  35 14 26.     (N)    092 59 15.     (W)     SCALED    
 FG0310* NAVD 88     -       123.790  (meters)     406.13   (feet)  ADJUSTED  
 FG0310  ___________________________________________________________________
 FG0310  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FG0310  DYNAMIC HT  -         123.673 (meters)     405.75  (feet)  COMP
 FG0310  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FG0310
 FG0310  VERT ORDER  -  FIRST     CLASS II
 FG0310
 FG0310.The horizontal coordinates were scaled from a topographic map and have
 FG0310.an estimated accuracy of +/- 6 seconds.
 FG0310
 FG0310.The orthometric height was determined by differential leveling
 FG0310.and adjusted by the National Geodetic Survey in June 1991..
 FG0310
 FG0310.The geoid height was determined by GEOID03.
 FG0310
 FG0310.The dynamic height is computed by dividing the NAVD 88
 FG0310.geopotential number by the normal gravity value computed on the
 FG0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0310.degrees latitude (g = 980.6199 gals.).
 FG0310
 FG0310.The modeled gravity was interpolated from observed gravity values.
 FG0310
 FG0310;                    North         East    Units  Estimated Accuracy
 FG0310;SPC AR N     -   101,100.      310,120.      MT  (+/- 180 meters Scaled)
 FG0310
 FG0310                          SUPERSEDED SURVEY CONTROL
 FG0310
 FG0310  NGVD 29 (??/??/92)  123.806  (m)          406.19   (f) ADJ UNCH    1 2
 FG0310
 FG0310.Superseded values are not recommended for survey control.
 FG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0310.See file dsdata.txt to determine how the superseded data were derived.
 FG0310
 FG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU011997(NAD 83)
 FG0310_MARKER: DB = BENCH MARK DISK
 FG0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0310_STAMPING: F 72 1934
 FG0310_MARK LOGO: CGS   
 FG0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0310+STABILITY: SURFACE MOTION
 FG0310
 FG0310  HISTORY     - Date     Condition        Report By
 FG0310  HISTORY     - 1934     MONUMENTED       CGS
 FG0310  HISTORY     - 1967     GOOD             NGS
 FG0310  HISTORY     - 1984     GOOD             NGS
 FG0310  HISTORY     - 1987     GOOD             USPSQD
 FG0310  HISTORY     - 1988     GOOD             USPSQD
 FG0310  HISTORY     - 1989     GOOD             USPSQD
 FG0310  HISTORY     - 1989     GOOD             USPSQD
 FG0310
 FG0310                          STATION DESCRIPTION
 FG0310
 FG0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0310'3.2 MI W FROM ATKINS.
 FG0310'IT IS 3.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FG0310'STATION AT ATKINS, 50 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 FG0310'TRACKS, 21 FEET WEST OF THE CENTER OF A COUNTY ROAD WHICH CROSSES THE
 FG0310'RAILROAD, 6 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET WEST OF A
 FG0310'TELEPHONE LINE POLE, 1 FOOT EAST OF A METAL WITNESS POST AND SET IN
 FG0310'THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 FG0310
 FG0310                          STATION RECOVERY (1984)
 FG0310
 FG0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0310'RECOVERED IN GOOD CONDITION, EXCEPT THE POWERLINE POLE IS GONE AND THE
 FG0310'BENCH MARK IS NOW 3.7 METERS (12.0 FT) NORTH OF THE APPROXIMATE CENTER
 FG0310'OF AN ASPHALT DRIVE LEADING WEST.
 FG0310'THE MARK IS 1.8 M BELOW RAILROAD.
 FG0310
 FG0310                          STATION RECOVERY (1987)
 FG0310
 FG0310'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0310'RECOVERED IN GOOD CONDITION.
 FG0310
 FG0310                          STATION RECOVERY (1988)
 FG0310
 FG0310'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0310'RECOVERED IN GOOD CONDITION.
 FG0310
 FG0310                          STATION RECOVERY (1989)
 FG0310
 FG0310'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0310'RECOVERED IN GOOD CONDITION.
 FG0310
 FG0310                          STATION RECOVERY (1989)
 FG0310
 FG0310'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0919 ***********************************************************************
 EJ0919  DESIGNATION -  F 73
 EJ0919  PID         -  EJ0919
 EJ0919  STATE/COUNTY-  AR/PERRY
 EJ0919  USGS QUAD   -  THORNBURG (1984)
 EJ0919
 EJ0919                         *CURRENT SURVEY CONTROL
 EJ0919  ___________________________________________________________________
 EJ0919* NAD 83(1986)-  34 54 41.     (N)    092 47 58.     (W)     SCALED    
 EJ0919* NAVD 88     -       192.440  (meters)     631.36   (feet)  ADJUSTED  
 EJ0919  ___________________________________________________________________
 EJ0919  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 EJ0919  DYNAMIC HT  -         192.253 (meters)     630.75  (feet)  COMP
 EJ0919  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 EJ0919
 EJ0919  VERT ORDER  -  SECOND    CLASS 0
 EJ0919
 EJ0919.The horizontal coordinates were scaled from a topographic map and have
 EJ0919.an estimated accuracy of +/- 6 seconds.
 EJ0919
 EJ0919.The orthometric height was determined by differential leveling
 EJ0919.and adjusted by the National Geodetic Survey in June 1991..
 EJ0919
 EJ0919.The geoid height was determined by GEOID03.
 EJ0919
 EJ0919.The dynamic height is computed by dividing the NAVD 88
 EJ0919.geopotential number by the normal gravity value computed on the
 EJ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0919.degrees latitude (g = 980.6199 gals.).
 EJ0919
 EJ0919.The modeled gravity was interpolated from observed gravity values.
 EJ0919
 EJ0919;                    North         East    Units  Estimated Accuracy
 EJ0919;SPC AR N     -    64,430.      326,940.      MT  (+/- 180 meters Scaled)
 EJ0919
 EJ0919                          SUPERSEDED SURVEY CONTROL
 EJ0919
 EJ0919  NGVD 29 (??/??/92)  192.455  (m)          631.41   (f) ADJ UNCH    2 0
 EJ0919
 EJ0919.Superseded values are not recommended for survey control.
 EJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0919.See file dsdata.txt to determine how the superseded data were derived.
 EJ0919
 EJ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU183632(NAD 83)
 EJ0919_MARKER: DB = BENCH MARK DISK
 EJ0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0919_STAMPING: F 73 1935
 EJ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0919+STABILITY: SURFACE MOTION
 EJ0919
 EJ0919  HISTORY     - Date     Condition        Report By
 EJ0919  HISTORY     - 1935     MONUMENTED       CGS
 EJ0919
 EJ0919                          STATION DESCRIPTION
 EJ0919
 EJ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0919'7.7 MI S FROM PERRYVILLE.
 EJ0919'7.7 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE AT
 EJ0919'PERRYVILLE, PERRY COUNTY, 0.15 MILE SOUTH OF A CONCRETE HIGHWAY
 EJ0919'BRIDGE, 150 FEET EAST OF A BARN, 94.4 FEET NORTH OF THE NORTH END OF
 EJ0919'THE EAST HEADWALL OF A CONCRETE HIGHWAY CULVERT.  44 FEET EAST OF THE
 EJ0919'CENTERLINE OF THE HIGHWAY, AND 1.2 FEET WEST OF THE FENCE PARALLEL TO
 EJ0919'THE HIGHWAY.  A STANDARD DISK, STAMPED F 73 1935 AND SET IN THE TOP OF
 EJ0919'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1228 ***********************************************************************
 FF1228  DESIGNATION -  F 74
 FF1228  PID         -  FF1228
 FF1228  STATE/COUNTY-  AR/WOODRUFF
 FF1228  USGS QUAD   -  HUNTER WEST (1993)
 FF1228
 FF1228                         *CURRENT SURVEY CONTROL
 FF1228  ___________________________________________________________________
 FF1228* NAD 83(1986)-  35 07 04.     (N)    091 14 41.     (W)     SCALED    
 FF1228* NAVD 88     -        66.058  (meters)     216.73   (feet)  ADJUSTED  
 FF1228  ___________________________________________________________________
 FF1228  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF1228  DYNAMIC HT  -          65.998 (meters)     216.53  (feet)  COMP
 FF1228  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 FF1228
 FF1228  VERT ORDER  -  SECOND    CLASS 0
 FF1228
 FF1228.The horizontal coordinates were scaled from a topographic map and have
 FF1228.an estimated accuracy of +/- 6 seconds.
 FF1228
 FF1228.The orthometric height was determined by differential leveling
 FF1228.and adjusted by the National Geodetic Survey in June 1991..
 FF1228
 FF1228.The geoid height was determined by GEOID03.
 FF1228
 FF1228.The dynamic height is computed by dividing the NAVD 88
 FF1228.geopotential number by the normal gravity value computed on the
 FF1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1228.degrees latitude (g = 980.6199 gals.).
 FF1228
 FF1228.The modeled gravity was interpolated from observed gravity values.
 FF1228
 FF1228;                    North         East    Units  Estimated Accuracy
 FF1228;SPC AR N     -    87,290.      468,850.      MT  (+/- 180 meters Scaled)
 FF1228
 FF1228                          SUPERSEDED SURVEY CONTROL
 FF1228
 FF1228  NGVD 29 (??/??/??)   66.029  (m)          216.63   (f) ADJUSTED    2 0
 FF1228
 FF1228.Superseded values are not recommended for survey control.
 FF1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1228.See file dsdata.txt to determine how the superseded data were derived.
 FF1228
 FF1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU599875(NAD 83)
 FF1228_MARKER: DB = BENCH MARK DISK
 FF1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1228_STAMPING: F 74 1934
 FF1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1228+STABILITY: SURFACE MOTION
 FF1228
 FF1228  HISTORY     - Date     Condition        Report By
 FF1228  HISTORY     - 1934     MONUMENTED       CGS
 FF1228  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1228
 FF1228                          STATION DESCRIPTION
 FF1228
 FF1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1228'AT HOWELL.
 FF1228'AT HOWELL, WOODRUFF COUNTY, ON THE ABANDONED CHICAGO, ROCK
 FF1228'ISLAND AND PACIFIC RAILROAD, 965 FEET NORTH OF THE NORTHEAST
 FF1228'CORNER OF THE STATION, 236 FEET NORTH OF THE NORTH END OF THE
 FF1228'SIDE TRACK, 84 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 21
 FF1228'FEET SOUTH OF A LARGE LONE OAK TREE, AND 2 FEET EAST OF THE
 FF1228'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 74 1934 AND SET
 FF1228'IN THE TOP OF A CONCRETE POST.  NOTE-- AREA IS UNDER CULTIVATION.
 FF1228
 FF1228                          STATION RECOVERY (1970)
 FF1228
 FF1228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1151 ***********************************************************************
 FF1151  DESIGNATION -  F 75
 FF1151  PID         -  FF1151
 FF1151  STATE/COUNTY-  AR/JACKSON
 FF1151  USGS QUAD   -  AMAGON (1965)
 FF1151
 FF1151                         *CURRENT SURVEY CONTROL
 FF1151  ___________________________________________________________________
 FF1151* NAD 83(1986)-  35 34 29.     (N)    091 03 23.     (W)     SCALED    
 FF1151* NAVD 88     -        68.368  (meters)     224.30   (feet)  ADJUSTED  
 FF1151  ___________________________________________________________________
 FF1151  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF1151  DYNAMIC HT  -          68.309 (meters)     224.11  (feet)  COMP
 FF1151  MODELED GRAV-     979,765.7   (mgal)                       NAVD 88
 FF1151
 FF1151  VERT ORDER  -  SECOND    CLASS 0
 FF1151
 FF1151.The horizontal coordinates were scaled from a topographic map and have
 FF1151.an estimated accuracy of +/- 6 seconds.
 FF1151
 FF1151.The orthometric height was determined by differential leveling
 FF1151.and adjusted by the National Geodetic Survey in June 1991..
 FF1151
 FF1151.The geoid height was determined by GEOID03.
 FF1151
 FF1151.The dynamic height is computed by dividing the NAVD 88
 FF1151.geopotential number by the normal gravity value computed on the
 FF1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1151.degrees latitude (g = 980.6199 gals.).
 FF1151
 FF1151.The modeled gravity was interpolated from observed gravity values.
 FF1151
 FF1151;                    North         East    Units  Estimated Accuracy
 FF1151;SPC AR N     -   138,130.      485,530.      MT  (+/- 180 meters Scaled)
 FF1151
 FF1151                          SUPERSEDED SURVEY CONTROL
 FF1151
 FF1151  NGVD 29 (??/??/??)   68.300  (m)          224.08   (f) ADJUSTED    2 0
 FF1151
 FF1151.Superseded values are not recommended for survey control.
 FF1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1151.See file dsdata.txt to determine how the superseded data were derived.
 FF1151
 FF1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV761385(NAD 83)
 FF1151_MARKER: DB = BENCH MARK DISK
 FF1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1151_STAMPING: F 75 1934
 FF1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1151+STABILITY: SURFACE MOTION
 FF1151
 FF1151  HISTORY     - Date     Condition        Report By
 FF1151  HISTORY     - 1934     MONUMENTED       CGS
 FF1151  HISTORY     - 1955     GOOD             CGS
 FF1151  HISTORY     - 20020426 MARK NOT FOUND   USACE
 FF1151
 FF1151                          STATION DESCRIPTION
 FF1151
 FF1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1151'3.2 MI E FROM AMAGON.
 FF1151'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 14 FROM THE POST
 FF1151'OFFICE AT AMAGON, JACKSON COUNTY, THENCE ABOUT 0.9 MILE NORTH ALONG
 FF1151'STATE HIGHWAY 37, 39 FEET NORTHWEST OF THE CENTER OF THE
 FF1151'INTERSECTION WITH A FARM ROAD, INSIDE OF THE SOUTHEAST CORNER
 FF1151'OF A WIRE FENCE, 14 FEET EAST OF A LARGE WHITE OAK TREE, AND
 FF1151'10 FEET NORTH OF THE CORNER FENCE POST.  A STANDARD DISK,
 FF1151'STAMPED F 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1151'NOTE-- HIGHWAY 37 IS RELOCATED.
 FF1151
 FF1151                          STATION RECOVERY (1955)
 FF1151
 FF1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF1151'RECOVERED IN GOOD CONDITION.
 FF1151
 FF1151                          STATION RECOVERY (2002)
 FF1151
 FF1151'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0782 ***********************************************************************
 FF0782  DESIGNATION -  F 76
 FF0782  PID         -  FF0782
 FF0782  STATE/COUNTY-  AR/POINSETT
 FF0782  USGS QUAD   -  GREENFIELD (1983)
 FF0782
 FF0782                         *CURRENT SURVEY CONTROL
 FF0782  ___________________________________________________________________
 FF0782* NAD 83(1986)-  35 41 03.     (N)    090 41 57.     (W)     SCALED    
 FF0782* NAVD 88     -        75.758  (meters)     248.55   (feet)  ADJUSTED  
 FF0782  ___________________________________________________________________
 FF0782  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FF0782  DYNAMIC HT  -          75.692 (meters)     248.33  (feet)  COMP
 FF0782  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 FF0782
 FF0782  VERT ORDER  -  FIRST     CLASS II
 FF0782
 FF0782.The horizontal coordinates were scaled from a topographic map and have
 FF0782.an estimated accuracy of +/- 6 seconds.
 FF0782
 FF0782.The orthometric height was determined by differential leveling
 FF0782.and adjusted by the National Geodetic Survey in June 1991..
 FF0782.WARNING-Repeat measurements at this control monument indicate possible
 FF0782.vertical movement.
 FF0782
 FF0782.The geoid height was determined by GEOID03.
 FF0782
 FF0782.The dynamic height is computed by dividing the NAVD 88
 FF0782.geopotential number by the normal gravity value computed on the
 FF0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0782.degrees latitude (g = 980.6199 gals.).
 FF0782
 FF0782.The modeled gravity was interpolated from observed gravity values.
 FF0782
 FF0782;                    North         East    Units  Estimated Accuracy
 FF0782;SPC AR N     -   150,640.      517,740.      MT  (+/- 180 meters Scaled)
 FF0782
 FF0782                          SUPERSEDED SURVEY CONTROL
 FF0782
 FF0782  NGVD 29 (??/??/??)   75.689  (m)          248.32   (f) ADJUSTED    1 2
 FF0782
 FF0782.Superseded values are not recommended for survey control.
 FF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0782.See file dsdata.txt to determine how the superseded data were derived.
 FF0782
 FF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV082513(NAD 83)
 FF0782_MARKER: DB = BENCH MARK DISK
 FF0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0782_STAMPING: F 76 1934
 FF0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0782+STABILITY: SURFACE MOTION
 FF0782
 FF0782  HISTORY     - Date     Condition        Report By
 FF0782  HISTORY     - 1934     MONUMENTED       CGS
 FF0782  HISTORY     - 1956     GOOD             CGS
 FF0782  HISTORY     - 20020821 POOR             USACE
 FF0782
 FF0782                          STATION DESCRIPTION
 FF0782
 FF0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0782'8.6 MI N FROM HARRISBURG.
 FF0782'8.55 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0782'STATION AT HARRISBURG, AT A DIM FARM ROAD CROSSING, 46 FEET
 FF0782'EAST OF EAST RAIL, 63 FEET SOUTH OF TELEPHONE POLE NO. 248/05,
 FF0782'42 FEET NORTH OF CENTER OF DIM FARM ROAD, 64 FEET NORTHEAST OF
 FF0782'CENTER OF CROSSING, 3 FEET WEST OF A FENCE LINE, ABOUT 3 FEET
 FF0782'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0782'PROJECTING 7 INCHES.
 FF0782
 FF0782                          STATION RECOVERY (2002)
 FF0782
 FF0782'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0782'THIS STATION FOUND WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1795 ***********************************************************************
 EH1795  DESIGNATION -  F 77
 EH1795  PID         -  EH1795
 EH1795  STATE/COUNTY-  AR/JEFFERSON
 EH1795  USGS QUAD   -  PINEBERGEN (1975)
 EH1795
 EH1795                         *CURRENT SURVEY CONTROL
 EH1795  ___________________________________________________________________
 EH1795* NAD 83(1986)-  34 07 22.     (N)    091 52 58.     (W)     SCALED    
 EH1795* NAVD 88     -        61.121  (meters)     200.53   (feet)  ADJUSTED  
 EH1795  ___________________________________________________________________
 EH1795  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EH1795  DYNAMIC HT  -          61.063 (meters)     200.34  (feet)  COMP
 EH1795  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 EH1795
 EH1795  VERT ORDER  -  SECOND    CLASS 0
 EH1795
 EH1795.The horizontal coordinates were scaled from a topographic map and have
 EH1795.an estimated accuracy of +/- 6 seconds.
 EH1795
 EH1795.The orthometric height was determined by differential leveling
 EH1795.and adjusted by the National Geodetic Survey in June 1991..
 EH1795
 EH1795.The geoid height was determined by GEOID03.
 EH1795
 EH1795.The dynamic height is computed by dividing the NAVD 88
 EH1795.geopotential number by the normal gravity value computed on the
 EH1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1795.degrees latitude (g = 980.6199 gals.).
 EH1795
 EH1795.The modeled gravity was interpolated from observed gravity values.
 EH1795
 EH1795;                    North         East    Units  Estimated Accuracy
 EH1795;SPC AR S     -   561,510.      410,810.      MT  (+/- 180 meters Scaled)
 EH1795
 EH1795                          SUPERSEDED SURVEY CONTROL
 EH1795
 EH1795  NGVD 29 (??/??/??)   61.216  (m)          200.84   (f) ADJUSTED    2 0
 EH1795
 EH1795.Superseded values are not recommended for survey control.
 EH1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1795.See file dsdata.txt to determine how the superseded data were derived.
 EH1795
 EH1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT030763(NAD 83)
 EH1795_MARKER: DB = BENCH MARK DISK
 EH1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1795_STAMPING: F-77 1935
 EH1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1795+STABILITY: SURFACE MOTION
 EH1795
 EH1795  HISTORY     - Date     Condition        Report By
 EH1795  HISTORY     - 1935     MONUMENTED       CGS
 EH1795  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1795
 EH1795                          STATION DESCRIPTION
 EH1795
 EH1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1795'12.1 MI SE FROM PINE BLUFF.
 EH1795'12.1 MILES SOUTHEAST OF, ALONG ST. HWY. 13, FROM MP STATION.  ABOUT .2
 EH1795'MILE SOUTH OF THE DRIVEWAY TO THE LADD MODEL SCHOOL.  104 FEET
 EH1795'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOME OF MR. CHARLES E.
 EH1795'STEWART.  36 FEET EAST OF THE CENTER OF ST. HWY. 13.  33 FEET NORTH OF
 EH1795'THE CENTER OF THE GATE TO THE STEWART PROPERTY.  4 FEET WEST OF THE
 EH1795'PROPERTY FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1795
 EH1795                          STATION RECOVERY (1962)
 EH1795
 EH1795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0939 ***********************************************************************
 EJ0939  DESIGNATION -  F 78
 EJ0939  PID         -  EJ0939
 EJ0939  STATE/COUNTY-  AR/SALINE
 EJ0939  USGS QUAD   -  HASKELL (1984)
 EJ0939
 EJ0939                         *CURRENT SURVEY CONTROL
 EJ0939  ___________________________________________________________________
 EJ0939* NAD 83(1986)-  34 35 58.     (N)    092 44 45.     (W)     SCALED    
 EJ0939* NAVD 88     -       117.043  (meters)     384.00   (feet)  ADJUSTED  
 EJ0939  ___________________________________________________________________
 EJ0939  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EJ0939  DYNAMIC HT  -         116.931 (meters)     383.63  (feet)  COMP
 EJ0939  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 EJ0939
 EJ0939  VERT ORDER  -  SECOND    CLASS 0
 EJ0939
 EJ0939.The horizontal coordinates were scaled from a topographic map and have
 EJ0939.an estimated accuracy of +/- 6 seconds.
 EJ0939
 EJ0939.The orthometric height was determined by differential leveling
 EJ0939.and adjusted by the National Geodetic Survey in June 1991..
 EJ0939
 EJ0939.The geoid height was determined by GEOID03.
 EJ0939
 EJ0939.The dynamic height is computed by dividing the NAVD 88
 EJ0939.geopotential number by the normal gravity value computed on the
 EJ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0939.degrees latitude (g = 980.6199 gals.).
 EJ0939
 EJ0939.The modeled gravity was interpolated from observed gravity values.
 EJ0939
 EJ0939;                    North         East    Units  Estimated Accuracy
 EJ0939;SPC AR S     -   614,620.      331,590.      MT  (+/- 180 meters Scaled)
 EJ0939
 EJ0939                          SUPERSEDED SURVEY CONTROL
 EJ0939
 EJ0939  NGVD 29 (??/??/92)  117.057  (m)          384.04   (f) ADJ UNCH    2 0
 EJ0939
 EJ0939.Superseded values are not recommended for survey control.
 EJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0939.See file dsdata.txt to determine how the superseded data were derived.
 EJ0939
 EJ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU233286(NAD 83)
 EJ0939_MARKER: DB = BENCH MARK DISK
 EJ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0939_STAMPING: F 78 1935
 EJ0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0939+STABILITY: SURFACE MOTION
 EJ0939
 EJ0939  HISTORY     - Date     Condition        Report By
 EJ0939  HISTORY     - 1935     MONUMENTED       CGS
 EJ0939  HISTORY     - 1935     GOOD             NGS
 EJ0939
 EJ0939                          STATION DESCRIPTION
 EJ0939
 EJ0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0939'7.8 MI NE FROM LONSDALE.
 EJ0939'7.8 MILES NORTHEAST ALONG THE COUNTY ROAD FROM THE MISSOURI PACIFIC
 EJ0939'RAILROAD STATION AT LONSDALE, SALINE COUNTY, IN THE YARD OF THE A.J.
 EJ0939'JAMES FARMHOUSE, 29.6 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, 45
 EJ0939'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 1.2 FEET NORTHWEST
 EJ0939'OF A POINT 5.3 FEET SOUTHWEST OF THE NORTH CORNER OF THE YARD FENCE. A
 EJ0939'STANDARD DISK, STAMPED F 78 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0939'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0659 ***********************************************************************
 EJ0659  DESIGNATION -  F 79
 EJ0659  PID         -  EJ0659
 EJ0659  STATE/COUNTY-  AR/HOT SPRING
 EJ0659  USGS QUAD   -  TRASKWOOD (1984)
 EJ0659
 EJ0659                         *CURRENT SURVEY CONTROL
 EJ0659  ___________________________________________________________________
 EJ0659* NAD 83(1986)-  34 24 16.     (N)    092 42 22.     (W)     SCALED    
 EJ0659* NAVD 88     -        79.238  (meters)     259.97   (feet)  ADJUSTED  
 EJ0659  ___________________________________________________________________
 EJ0659  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ0659  DYNAMIC HT  -          79.162 (meters)     259.72  (feet)  COMP
 EJ0659  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 EJ0659
 EJ0659  VERT ORDER  -  SECOND    CLASS 0
 EJ0659
 EJ0659.The horizontal coordinates were scaled from a topographic map and have
 EJ0659.an estimated accuracy of +/- 6 seconds.
 EJ0659
 EJ0659.The orthometric height was determined by differential leveling
 EJ0659.and adjusted by the National Geodetic Survey in June 1991..
 EJ0659
 EJ0659.The geoid height was determined by GEOID03.
 EJ0659
 EJ0659.The dynamic height is computed by dividing the NAVD 88
 EJ0659.geopotential number by the normal gravity value computed on the
 EJ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0659.degrees latitude (g = 980.6199 gals.).
 EJ0659
 EJ0659.The modeled gravity was interpolated from observed gravity values.
 EJ0659
 EJ0659;                    North         East    Units  Estimated Accuracy
 EJ0659;SPC AR S     -   592,970.      335,080.      MT  (+/- 180 meters Scaled)
 EJ0659
 EJ0659                          SUPERSEDED SURVEY CONTROL
 EJ0659
 EJ0659  NGVD 29 (??/??/92)   79.248  (m)          260.00   (f) ADJ UNCH    2 0
 EJ0659
 EJ0659.Superseded values are not recommended for survey control.
 EJ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0659.See file dsdata.txt to determine how the superseded data were derived.
 EJ0659
 EJ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU270070(NAD 83)
 EJ0659_MARKER: DB = BENCH MARK DISK
 EJ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0659+STABILITY: SURFACE MOTION
 EJ0659
 EJ0659  HISTORY     - Date     Condition        Report By
 EJ0659  HISTORY     - UNK      MONUMENTED       CGS
 EJ0659  HISTORY     - 1935     GOOD             NGS
 EJ0659
 EJ0659                          STATION DESCRIPTION
 EJ0659
 EJ0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0659'4.3 MI SW FROM TRASKWOOD.
 EJ0659'4.3 MILES SOUTHWEST OF, ALONG M.P.R.R. FROM STATION.  ABOUT 350 FEET
 EJ0659'SOUTHWEST OF TELEPHONE POLE MARKED 381+20.  98.8 FT. NORTHWEST OF
 EJ0659'CENTERLINE OF MISSOURI PACIFIC R.R. AT PRIVATE CROSSING.  6.6 FT.
 EJ0659'NORTHEAST OF NORTHEAST END OF IRON GATE.  1.5 FT. SOUTHEAST OF FENCE
 EJ0659'PARALLELING R.R.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0574 ***********************************************************************
 EJ0574  DESIGNATION -  F 80
 EJ0574  PID         -  EJ0574
 EJ0574  STATE/COUNTY-  AR/GRANT
 EJ0574  USGS QUAD   -  SHERIDAN (1984)
 EJ0574
 EJ0574                         *CURRENT SURVEY CONTROL
 EJ0574  ___________________________________________________________________
 EJ0574* NAD 83(1986)-  34 18 23.     (N)    092 23 34.     (W)     SCALED    
 EJ0574* NAVD 88     -        73.231  (meters)     240.26   (feet)  ADJUSTED  
 EJ0574  ___________________________________________________________________
 EJ0574  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0574  DYNAMIC HT  -          73.161 (meters)     240.03  (feet)  COMP
 EJ0574  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 EJ0574
 EJ0574  VERT ORDER  -  SECOND    CLASS 0
 EJ0574
 EJ0574.The horizontal coordinates were scaled from a topographic map and have
 EJ0574.an estimated accuracy of +/- 6 seconds.
 EJ0574
 EJ0574.The orthometric height was determined by differential leveling
 EJ0574.and adjusted by the National Geodetic Survey in June 1991..
 EJ0574
 EJ0574.The geoid height was determined by GEOID03.
 EJ0574
 EJ0574.The dynamic height is computed by dividing the NAVD 88
 EJ0574.geopotential number by the normal gravity value computed on the
 EJ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0574.degrees latitude (g = 980.6199 gals.).
 EJ0574
 EJ0574.The modeled gravity was interpolated from observed gravity values.
 EJ0574
 EJ0574;                    North         East    Units  Estimated Accuracy
 EJ0574;SPC AR S     -   581,940.      363,850.      MT  (+/- 180 meters Scaled)
 EJ0574
 EJ0574                          SUPERSEDED SURVEY CONTROL
 EJ0574
 EJ0574  NGVD 29 (??/??/92)   73.285  (m)          240.44   (f) ADJ UNCH    2 0
 EJ0574
 EJ0574.Superseded values are not recommended for survey control.
 EJ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0574.See file dsdata.txt to determine how the superseded data were derived.
 EJ0574
 EJ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT558962(NAD 83)
 EJ0574_MARKER: DD = SURVEY DISK
 EJ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0574_STAMPING: F-80 1935
 EJ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0574+STABILITY: SURFACE MOTION
 EJ0574
 EJ0574  HISTORY     - Date     Condition        Report By
 EJ0574  HISTORY     - 1935     MONUMENTED       CGS
 EJ0574  HISTORY     - 1962     GOOD             USGS
 EJ0574  HISTORY     - 20050901 MARK NOT FOUND   ARHD
 EJ0574
 EJ0574                          STATION DESCRIPTION
 EJ0574
 EJ0574'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EJ0574'IN SHERIDAN.
 EJ0574'AT SHERIDAN, GRANT COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 104 FEET
 EJ0574'NORTH OF THE NORTHWEST CORNER OF THE STATION, 24 FEET WEST OF THE WEST
 EJ0574'RAIL OF MAINLINE TRACK, 24 FEET EAST OF THE EAST RAIL OF SIDING, AND 2
 EJ0574'FT. SOUTH OF TWIN POWERLINE POLES.  A STD. DISK, STAMPED F-80 1935 AND
 EJ0574'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND.
 EJ0574
 EJ0574                          STATION RECOVERY (2005)
 EJ0574
 EJ0574'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 EJ0574'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0696 ***********************************************************************
 EJ0696  DESIGNATION -  F 81
 EJ0696  PID         -  EJ0696
 EJ0696  STATE/COUNTY-  AR/GRANT
 EJ0696  USGS QUAD   -  LEOLA (1984)
 EJ0696
 EJ0696                         *CURRENT SURVEY CONTROL
 EJ0696  ___________________________________________________________________
 EJ0696* NAD 83(1986)-  34 12 48.     (N)    092 36 11.     (W)     SCALED    
 EJ0696* NAVD 88     -        65.453  (meters)     214.74   (feet)  ADJUSTED  
 EJ0696  ___________________________________________________________________
 EJ0696  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EJ0696  DYNAMIC HT  -          65.389 (meters)     214.53  (feet)  COMP
 EJ0696  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 EJ0696
 EJ0696  VERT ORDER  -  SECOND    CLASS 0
 EJ0696
 EJ0696.The horizontal coordinates were scaled from a topographic map and have
 EJ0696.an estimated accuracy of +/- 6 seconds.
 EJ0696
 EJ0696.The orthometric height was determined by differential leveling
 EJ0696.and adjusted by the National Geodetic Survey in June 1991..
 EJ0696
 EJ0696.The geoid height was determined by GEOID03.
 EJ0696
 EJ0696.The dynamic height is computed by dividing the NAVD 88
 EJ0696.geopotential number by the normal gravity value computed on the
 EJ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0696.degrees latitude (g = 980.6199 gals.).
 EJ0696
 EJ0696.The modeled gravity was interpolated from observed gravity values.
 EJ0696
 EJ0696;                    North         East    Units  Estimated Accuracy
 EJ0696;SPC AR S     -   571,710.      344,430.      MT  (+/- 180 meters Scaled)
 EJ0696
 EJ0696                          SUPERSEDED SURVEY CONTROL
 EJ0696
 EJ0696  NGVD 29 (??/??/92)   65.485  (m)          214.85   (f) ADJ UNCH    2 0
 EJ0696
 EJ0696.Superseded values are not recommended for survey control.
 EJ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0696.See file dsdata.txt to determine how the superseded data were derived.
 EJ0696
 EJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT365858(NAD 83)
 EJ0696_MARKER: DB = BENCH MARK DISK
 EJ0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0696_STAMPING: F-81 1935
 EJ0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0696+STABILITY: SURFACE MOTION
 EJ0696
 EJ0696  HISTORY     - Date     Condition        Report By
 EJ0696  HISTORY     - 1935     MONUMENTED       CGS
 EJ0696  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0696
 EJ0696                          STATION DESCRIPTION
 EJ0696
 EJ0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0696'3.1 MI N FROM LEOLA.
 EJ0696'3.1 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION ABOUT 120 FEET
 EJ0696'SOUTH OF TELEPHONE POLE 20+5.  61.2 FEET NORTHWEST OF CENTERLINE OF
 EJ0696'FARM ROAD AT RAILROAD CROSSING.  47.1 FEET EAST OF CENTERLINE OF
 EJ0696'CHICAGO, ROCK ISLAND AND PACIFIC R.R.  3.7 FEET NORTHEAST OF SOUTHWEST
 EJ0696'CORNER OF FENCE.  2.2 FEET EAST OF FENCE PARALLELING RAILROAD. TABLET
 EJ0696'SET IN PRECAST CONCRETE POST.
 EJ0696
 EJ0696                          STATION RECOVERY (1962)
 EJ0696
 EJ0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1029 ***********************************************************************
 EH1029  DESIGNATION -  F 82
 EH1029  PID         -  EH1029
 EH1029  STATE/COUNTY-  AR/ST FRANCIS
 EH1029  USGS QUAD   -  HAYNES (1992)
 EH1029
 EH1029                         *CURRENT SURVEY CONTROL
 EH1029  ___________________________________________________________________
 EH1029* NAD 83(1986)-  34 55 12.     (N)    090 47 28.     (W)     SCALED    
 EH1029* NAVD 88     -        67.393  (meters)     221.11   (feet)  ADJUSTED  
 EH1029  ___________________________________________________________________
 EH1029  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH1029  DYNAMIC HT  -          67.332 (meters)     220.91  (feet)  COMP
 EH1029  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 EH1029
 EH1029  VERT ORDER  -  SECOND    CLASS 0
 EH1029
 EH1029.The horizontal coordinates were scaled from a topographic map and have
 EH1029.an estimated accuracy of +/- 6 seconds.
 EH1029
 EH1029.The orthometric height was determined by differential leveling
 EH1029.and adjusted by the National Geodetic Survey in June 1991..
 EH1029
 EH1029.The geoid height was determined by GEOID03.
 EH1029
 EH1029.The dynamic height is computed by dividing the NAVD 88
 EH1029.geopotential number by the normal gravity value computed on the
 EH1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1029.degrees latitude (g = 980.6199 gals.).
 EH1029
 EH1029.The modeled gravity was interpolated from observed gravity values.
 EH1029
 EH1029;                    North         East    Units  Estimated Accuracy
 EH1029;SPC AR N     -    65,760.      510,460.      MT  (+/- 180 meters Scaled)
 EH1029
 EH1029                          SUPERSEDED SURVEY CONTROL
 EH1029
 EH1029  NGVD 29 (??/??/??)   67.386  (m)          221.08   (f) ADJUSTED    2 0
 EH1029
 EH1029.Superseded values are not recommended for survey control.
 EH1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1029.See file dsdata.txt to determine how the superseded data were derived.
 EH1029
 EH1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017663(NAD 83)
 EH1029_MARKER: DB = BENCH MARK DISK
 EH1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1029_STAMPING: F-82 1935
 EH1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1029+STABILITY: SURFACE MOTION
 EH1029
 EH1029  HISTORY     - Date     Condition        Report By
 EH1029  HISTORY     - 1935     MONUMENTED       CGS
 EH1029  HISTORY     - 20030403 MARK NOT FOUND   USACE
 EH1029
 EH1029                          STATION DESCRIPTION
 EH1029
 EH1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1029'2 MI S FROM BONAIR.
 EH1029'ABOUT 300 FEET SOUTH OF SOUTH END OFD WOODEN RAILROAD TRESTLE NO.
 EH1029'1373.  225 FEET SOUTH OF A.W. SIDING SIGNBOARD.  210 FEET NORTH OF
 EH1029'M.P. 302.  26.5 FEET NORTH OF CENTERLINE OF EAST-WEST DIRT ROAD
 EH1029'CROSSING.  25.6 FEET WEST OF CENTERLINE OF MAIN LINE TRACK OF MISSOURI
 EH1029'PACIFIC R.R..  TABLET SET IN PRECAST CONCRETE POST.
 EH1029
 EH1029                          STATION RECOVERY (2003)
 EH1029
 EH1029'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1426 ***********************************************************************
 DK1426  DESIGNATION -  F 83
 DK1426  PID         -  DK1426
 DK1426  STATE/COUNTY-  AR/DREW
 DK1426  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1426
 DK1426                         *CURRENT SURVEY CONTROL
 DK1426  ___________________________________________________________________
 DK1426* NAD 83(1986)-  33 37 46.     (N)    091 48 37.     (W)     SCALED    
 DK1426* NAVD 88     -        70.454  (meters)     231.15   (feet)  ADJUSTED  
 DK1426  ___________________________________________________________________
 DK1426  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DK1426  DYNAMIC HT  -          70.381 (meters)     230.91  (feet)  COMP
 DK1426  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 DK1426
 DK1426  VERT ORDER  -  SECOND    CLASS 0
 DK1426
 DK1426.The horizontal coordinates were scaled from a topographic map and have
 DK1426.an estimated accuracy of +/- 6 seconds.
 DK1426
 DK1426.The orthometric height was determined by differential leveling
 DK1426.and adjusted by the National Geodetic Survey in June 1991..
 DK1426
 DK1426.The geoid height was determined by GEOID03.
 DK1426
 DK1426.The dynamic height is computed by dividing the NAVD 88
 DK1426.geopotential number by the normal gravity value computed on the
 DK1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1426.degrees latitude (g = 980.6199 gals.).
 DK1426
 DK1426.The modeled gravity was interpolated from observed gravity values.
 DK1426
 DK1426;                    North         East    Units  Estimated Accuracy
 DK1426;SPC AR S     -   506,800.      417,600.      MT  (+/- 180 meters Scaled)
 DK1426
 DK1426                          SUPERSEDED SURVEY CONTROL
 DK1426
 DK1426  NGVD 29 (??/??/??)   70.556  (m)          231.48   (f) ADJUSTED    2 0
 DK1426
 DK1426.Superseded values are not recommended for survey control.
 DK1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1426.See file dsdata.txt to determine how the superseded data were derived.
 DK1426
 DK1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT103217(NAD 83)
 DK1426_MARKER: DB = BENCH MARK DISK
 DK1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1426_STAMPING: F 83 1935
 DK1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1426+STABILITY: SURFACE MOTION
 DK1426
 DK1426  HISTORY     - Date     Condition        Report By
 DK1426  HISTORY     - 1935     MONUMENTED       CGS
 DK1426
 DK1426                          STATION DESCRIPTION
 DK1426
 DK1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1426'1.3 MI W FROM MONTICELLO.
 DK1426'1.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE COURTHOUSE
 DK1426'AT MONTICELLO, DREW COUNTY, 0.1 MILE WEST OF MILEPOST 446+20, 42 FEET
 DK1426'EAST OF THE CENTER OF A DIRT-ROAD CROSSING, 36 FEET SOUTHEAST OF THE
 DK1426'SOUTHWEST CORNER OF A FENCE OF THE GULF REFINERY WHOLESALE PLANT, 24.5
 DK1426'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 4.5 FEET WEST OF A
 DK1426'POLE.  A STANDARD DISK, STAMPED F 83 1935 AND SET IN THE TOP OF A
 DK1426'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0358 ***********************************************************************
 EJ0358  DESIGNATION -  F 84
 EJ0358  PID         -  EJ0358
 EJ0358  STATE/COUNTY-  AR/PULASKI
 EJ0358  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0358
 EJ0358                         *CURRENT SURVEY CONTROL
 EJ0358  ___________________________________________________________________
 EJ0358* NAD 83(1986)-  34 37 31.     (N)    092 18 48.     (W)     SCALED    
 EJ0358* NAVD 88     -       131.077  (meters)     430.04   (feet)  ADJUSTED  
 EJ0358  ___________________________________________________________________
 EJ0358  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EJ0358  DYNAMIC HT  -         130.953 (meters)     429.63  (feet)  COMP
 EJ0358  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 EJ0358
 EJ0358  VERT ORDER  -  SECOND    CLASS 0
 EJ0358
 EJ0358.The horizontal coordinates were scaled from a topographic map and have
 EJ0358.an estimated accuracy of +/- 6 seconds.
 EJ0358
 EJ0358.The orthometric height was determined by differential leveling
 EJ0358.and adjusted by the National Geodetic Survey in June 1991..
 EJ0358
 EJ0358.The geoid height was determined by GEOID03.
 EJ0358
 EJ0358.The dynamic height is computed by dividing the NAVD 88
 EJ0358.geopotential number by the normal gravity value computed on the
 EJ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0358.degrees latitude (g = 980.6199 gals.).
 EJ0358
 EJ0358.The modeled gravity was interpolated from observed gravity values.
 EJ0358
 EJ0358;                    North         East    Units  Estimated Accuracy
 EJ0358;SPC AR S     -   617,280.      371,270.      MT  (+/- 180 meters Scaled)
 EJ0358
 EJ0358                          SUPERSEDED SURVEY CONTROL
 EJ0358
 EJ0358  NGVD 29 (??/??/92)  131.125  (m)          430.20   (f) ADJ UNCH    2 0
 EJ0358
 EJ0358.Superseded values are not recommended for survey control.
 EJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0358.See file dsdata.txt to determine how the superseded data were derived.
 EJ0358
 EJ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU629317(NAD 83)
 EJ0358_MARKER: DB = BENCH MARK DISK
 EJ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0358_STAMPING: F 84 1935
 EJ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0358+STABILITY: SURFACE MOTION
 EJ0358
 EJ0358  HISTORY     - Date     Condition        Report By
 EJ0358  HISTORY     - 1935     MONUMENTED       CGS
 EJ0358  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0358  HISTORY     - 198504   MARK NOT FOUND   USGS
 EJ0358  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0358
 EJ0358                          STATION DESCRIPTION
 EJ0358
 EJ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0358'8.4 MI S FROM LITTLE ROCK.
 EJ0358'8.4 MILES SOUTH ALONG U.S. HIGHWAY 167 FROM THE BIDDLE SHOPS OF THE
 EJ0358'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT LITTLE ROCK, PULASKI
 EJ0358'COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING EAST, 62 FEET SOUTH OF
 EJ0358'THE CENTERLINE OF THE DIRT ROAD, 22 FEET EAST OF THE CENTERLINE OF THE
 EJ0358'HIGHWAY, 40 FEET SOUTH OF THE NORTHWEST STONE CORNER-POST OF THE JUDGE
 EJ0358'CARMICHAEL PROPERTY, 5.7 FEET WEST OF THE FENCE, AND 4.5 FEET EAST OF
 EJ0358'A POLE.  A STANDARD DISK, STAMPED F 84 1935 AND SET IN THE TOP OF A
 EJ0358'CONCRETE POST.
 EJ0358
 EJ0358                          STATION RECOVERY (1984)
 EJ0358
 EJ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0358'MARK NOT FOUND.
 EJ0358
 EJ0358                          STATION RECOVERY (1985)
 EJ0358
 EJ0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (FSS)
 EJ0358'MARK NOT FOUND.
 EJ0358
 EJ0358                          STATION RECOVERY (1988)
 EJ0358
 EJ0358'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1408 ***********************************************************************
 FF1408  DESIGNATION -  F 85
 FF1408  PID         -  FF1408
 FF1408  STATE/COUNTY-  AR/WHITE
 FF1408  USGS QUAD   -  WEST POINT (1994)
 FF1408
 FF1408                         *CURRENT SURVEY CONTROL
 FF1408  ___________________________________________________________________
 FF1408* NAD 83(1986)-  35 09 47.     (N)    091 31 19.     (W)     SCALED    
 FF1408* NAVD 88     -        58.932  (meters)     193.35   (feet)  ADJUSTED  
 FF1408  ___________________________________________________________________
 FF1408  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1408  DYNAMIC HT  -          58.878 (meters)     193.17  (feet)  COMP
 FF1408  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FF1408
 FF1408  VERT ORDER  -  SECOND    CLASS 0
 FF1408
 FF1408.The horizontal coordinates were scaled from a topographic map and have
 FF1408.an estimated accuracy of +/- 6 seconds.
 FF1408
 FF1408.The orthometric height was determined by differential leveling
 FF1408.and adjusted by the National Geodetic Survey in June 1991..
 FF1408
 FF1408.The geoid height was determined by GEOID03.
 FF1408
 FF1408.The dynamic height is computed by dividing the NAVD 88
 FF1408.geopotential number by the normal gravity value computed on the
 FF1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1408.degrees latitude (g = 980.6199 gals.).
 FF1408
 FF1408.The modeled gravity was interpolated from observed gravity values.
 FF1408
 FF1408;                    North         East    Units  Estimated Accuracy
 FF1408;SPC AR N     -    92,160.      443,550.      MT  (+/- 180 meters Scaled)
 FF1408
 FF1408                          SUPERSEDED SURVEY CONTROL
 FF1408
 FF1408  NGVD 29 (??/??/??)   58.896  (m)          193.23   (f) ADJUSTED    2 0
 FF1408
 FF1408.Superseded values are not recommended for survey control.
 FF1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1408.See file dsdata.txt to determine how the superseded data were derived.
 FF1408
 FF1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU346921(NAD 83)
 FF1408_MARKER: DB = BENCH MARK DISK
 FF1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1408_STAMPING: F 85 1935
 FF1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1408+STABILITY: SURFACE MOTION
 FF1408
 FF1408  HISTORY     - Date     Condition        Report By
 FF1408  HISTORY     - 1935     MONUMENTED       CGS
 FF1408  HISTORY     - 1963     MARK NOT FOUND   USGS
 FF1408
 FF1408                          STATION DESCRIPTION
 FF1408
 FF1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1408'4.6 MI NW FROM GEORGETOWN.
 FF1408'ABOUT 4.6 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1408'RAILWAY FROM THE STATION AT GEORGETOWN, WHITE COUNTY, ABOUT
 FF1408'155 FEET SOUTHEAST OF THE STATION SHED AT BARBERS LAKE, ABOUT
 FF1408'300 FEET SOUTHEAST OF THE BARBERS LAKE HIGHWAY BRIDGE, IN THE
 FF1408'NORTHEAST CORNER OF THE HOUGE FARMHOUSE YARD, 67 FEET SOUTH OF THE
 FF1408'CENTER OF A DIRT-ROAD CROSSING, 15 FEET EAST OF A FARM ROAD, AND
 FF1408'MIDWAY BETWEEN TWO TREES.  A STANDARD DISK, STAMPED F 85 1935
 FF1408'AND SET IN THE TOP OF A CONCRETE POST.
 FF1408
 FF1408                          STATION RECOVERY (1963)
 FF1408
 FF1408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FF1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0168 ***********************************************************************
 FF0168  DESIGNATION -  F 86
 FF0168  PID         -  FF0168
 FF0168  STATE/COUNTY-  AR/CRITTENDEN
 FF0168  USGS QUAD   -  EARLE (1992)
 FF0168
 FF0168                         *CURRENT SURVEY CONTROL
 FF0168  ___________________________________________________________________
 FF0168* NAD 83(1986)-  35 16 15.     (N)    090 27 54.     (W)     SCALED    
 FF0168* NAVD 88     -        66.977  (meters)     219.74   (feet)  POSTED    
 FF0168  ___________________________________________________________________
 FF0168  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0168  DYNAMIC HT  -          66.920 (meters)     219.55  (feet)  COMP
 FF0168  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 FF0168
 FF0168  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0168
 FF0168.The horizontal coordinates were scaled from a topographic map and have
 FF0168.an estimated accuracy of +/- 6 seconds.
 FF0168
 FF0168.The orthometric height was determined by differential leveling
 FF0168.and adjusted by the National Geodetic Survey in 1992..
 FF0168.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0168.rate of 0.0 thru 1.0 mm/km.
 FF0168
 FF0168.The geoid height was determined by GEOID03.
 FF0168
 FF0168.The dynamic height is computed by dividing the NAVD 88
 FF0168.geopotential number by the normal gravity value computed on the
 FF0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0168.degrees latitude (g = 980.6199 gals.).
 FF0168
 FF0168.The modeled gravity was interpolated from observed gravity values.
 FF0168
 FF0168;                    North         East    Units  Estimated Accuracy
 FF0168;SPC AR N     -   105,100.      539,650.      MT  (+/- 180 meters Scaled)
 FF0168
 FF0168                          SUPERSEDED SURVEY CONTROL
 FF0168
 FF0168  NGVD 29 (??/??/??)   66.972  (m)          219.72   (f) ADJUSTED    2 0
 FF0168
 FF0168.Superseded values are not recommended for survey control.
 FF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0168.See file dsdata.txt to determine how the superseded data were derived.
 FF0168
 FF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV305060(NAD 83)
 FF0168_MARKER: DB = BENCH MARK DISK
 FF0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0168_SP_SET: BUILDING
 FF0168_STAMPING: F 86 1935
 FF0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0168
 FF0168  HISTORY     - Date     Condition        Report By
 FF0168  HISTORY     - 1935     MONUMENTED       CGS
 FF0168
 FF0168                          STATION DESCRIPTION
 FF0168
 FF0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0168'0.2 MI N FROM EARLE.
 FF0168'0.2 MILES NORTH OF THE MISSOURI PACIFIC RAILROAD FREIGHT STATION,
 FF0168'25 POLES EAST OF MILEPOST 351, IN THE SOUTH FACE OF THE HIGH
 FF0168'SCHOOL BUILDING, 13.5 FEET EAST OF THE CENTERLINE OF THE MAIN
 FF0168'ENTRANCE AND 4.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 FF0168'F 86 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1270 ***********************************************************************
 EH1270  DESIGNATION -  F 87
 EH1270  PID         -  EH1270
 EH1270  STATE/COUNTY-  AR/PRAIRIE
 EH1270  USGS QUAD   -  DES ARC EAST (1968)
 EH1270
 EH1270                         *CURRENT SURVEY CONTROL
 EH1270  ___________________________________________________________________
 EH1270* NAD 83(1986)-  34 58 39.     (N)    091 29 48.     (W)     SCALED    
 EH1270* NAVD 88     -        61.838  (meters)     202.88   (feet)  ADJUSTED  
 EH1270  ___________________________________________________________________
 EH1270  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH1270  DYNAMIC HT  -          61.781 (meters)     202.69  (feet)  COMP
 EH1270  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 EH1270
 EH1270  VERT ORDER  -  FIRST     CLASS II
 EH1270
 EH1270.The horizontal coordinates were scaled from a topographic map and have
 EH1270.an estimated accuracy of +/- 6 seconds.
 EH1270
 EH1270.The orthometric height was determined by differential leveling
 EH1270.and adjusted by the National Geodetic Survey in June 1991..
 EH1270
 EH1270.The geoid height was determined by GEOID03.
 EH1270
 EH1270.The dynamic height is computed by dividing the NAVD 88
 EH1270.geopotential number by the normal gravity value computed on the
 EH1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1270.degrees latitude (g = 980.6199 gals.).
 EH1270
 EH1270.The modeled gravity was interpolated from observed gravity values.
 EH1270
 EH1270;                    North         East    Units  Estimated Accuracy
 EH1270;SPC AR S     -   656,430.      445,960.      MT  (+/- 180 meters Scaled)
 EH1270
 EH1270                          SUPERSEDED SURVEY CONTROL
 EH1270
 EH1270  NGVD 29 (??/??/??)   61.833  (m)          202.86   (f) ADJUSTED    1 2
 EH1270
 EH1270.Superseded values are not recommended for survey control.
 EH1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1270.See file dsdata.txt to determine how the superseded data were derived.
 EH1270
 EH1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU372715(NAD 83)
 EH1270_MARKER: DB = BENCH MARK DISK
 EH1270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1270_SP_SET: FOUNDATION
 EH1270_STAMPING: F 87 1935
 EH1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1270+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 EH1270
 EH1270  HISTORY     - Date     Condition        Report By
 EH1270  HISTORY     - 1935     MONUMENTED       CGS
 EH1270  HISTORY     - 1954     GOOD             CGS
 EH1270  HISTORY     - 20030424 GOOD             USACE
 EH1270
 EH1270                          STATION DESCRIPTION
 EH1270
 EH1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1270'IN DES ARC.
 EH1270'AT DES ARC, 0.15 MILE WEST OF THE COURTHOUSE, 1.4 FEET ABOVE THE
 EH1270'GROUND, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 EH1270'FOUNDATION OF THE NORTHEAST LEG OF THE CITY WATER TOWER.
 EH1270
 EH1270                          STATION RECOVERY (2003)
 EH1270
 EH1270'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0249 ***********************************************************************
 EK0249  DESIGNATION -  F 88
 EK0249  PID         -  EK0249
 EK0249  STATE/COUNTY-  AR/SEVIER
 EK0249  USGS QUAD   -  GENEVA (1966)
 EK0249
 EK0249                         *CURRENT SURVEY CONTROL
 EK0249  ___________________________________________________________________
 EK0249* NAD 83(1986)-  34 05 25.     (N)    094 08 12.     (W)     SCALED    
 EK0249* NAVD 88     -       143.618  (meters)     471.19   (feet)  ADJUSTED  
 EK0249  ___________________________________________________________________
 EK0249  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EK0249  DYNAMIC HT  -         143.471 (meters)     470.70  (feet)  COMP
 EK0249  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 EK0249
 EK0249  VERT ORDER  -  SECOND    CLASS 0
 EK0249
 EK0249.The horizontal coordinates were scaled from a topographic map and have
 EK0249.an estimated accuracy of +/- 6 seconds.
 EK0249
 EK0249.The orthometric height was determined by differential leveling
 EK0249.and adjusted by the National Geodetic Survey in June 1991..
 EK0249
 EK0249.The geoid height was determined by GEOID03.
 EK0249
 EK0249.The dynamic height is computed by dividing the NAVD 88
 EK0249.geopotential number by the normal gravity value computed on the
 EK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0249.degrees latitude (g = 980.6199 gals.).
 EK0249
 EK0249.The modeled gravity was interpolated from observed gravity values.
 EK0249
 EK0249;                    North         East    Units  Estimated Accuracy
 EK0249;SPC AR S     -   559,950.      202,840.      MT  (+/- 180 meters Scaled)
 EK0249
 EK0249                          SUPERSEDED SURVEY CONTROL
 EK0249
 EK0249  NGVD 29 (??/??/92)  143.600  (m)          471.13   (f) ADJ UNCH    2 0
 EK0249
 EK0249.Superseded values are not recommended for survey control.
 EK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0249.See file dsdata.txt to determine how the superseded data were derived.
 EK0249
 EK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT951727(NAD 83)
 EK0249_MARKER: DB = BENCH MARK DISK
 EK0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0249_STAMPING: F-88 1935
 EK0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0249+STABILITY: SURFACE MOTION
 EK0249
 EK0249  HISTORY     - Date     Condition        Report By
 EK0249  HISTORY     - 1935     MONUMENTED       CGS
 EK0249  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0249
 EK0249                          STATION DESCRIPTION
 EK0249
 EK0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0249'9 MI SW FROM DIERKS.
 EK0249'9 MILES SOUTHWEST OF, ALONG U.S. HWY. 70, FROM HIGH SCHOOL, 1.8
 EK0249'MILE NORTHEAST OF SARDIS SCHOOL, JCT. U.S. HWY. 70 AND LEEPER
 EK0249'RD., ABOUT 195 FEET NORTHEAST OF JUNCTION OF SYCAMORE ROAD, 66.5
 EK0249'FEET NORTH OF CENTER OF GATE TO FARMHOUSE OWNED BY MR. JOHNSON,
 EK0249'33 FEET SOUTHEAST OF HIGHWAY CENTERLINE, 27.8 FEET NORTHEAST OF
 EK0249'BLAZED PINE TREE 1.2 FT. IN DIAMETER, TABLET SET IN PRECAST CONCRETE
 EK0249'POST.
 EK0249
 EK0249                          STATION RECOVERY (1962)
 EK0249
 EK0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1446 ***********************************************************************
 EJ1446  DESIGNATION -  F 89
 EJ1446  PID         -  EJ1446
 EJ1446  STATE/COUNTY-  AR/PIKE
 EJ1446  USGS QUAD   -  ATHENS (1980)
 EJ1446
 EJ1446                         *CURRENT SURVEY CONTROL
 EJ1446  ___________________________________________________________________
 EJ1446* NAD 83(1986)-  34 16 02.     (N)    093 53 33.     (W)     SCALED    
 EJ1446* NAVD 88     -       262.926  (meters)     862.62   (feet)  ADJUSTED  
 EJ1446  ___________________________________________________________________
 EJ1446  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EJ1446  DYNAMIC HT  -         262.658 (meters)     861.74  (feet)  COMP
 EJ1446  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 EJ1446
 EJ1446  VERT ORDER  -  SECOND    CLASS 0
 EJ1446
 EJ1446.The horizontal coordinates were scaled from a topographic map and have
 EJ1446.an estimated accuracy of +/- 6 seconds.
 EJ1446
 EJ1446.The orthometric height was determined by differential leveling
 EJ1446.and adjusted by the National Geodetic Survey in June 1991..
 EJ1446
 EJ1446.The geoid height was determined by GEOID03.
 EJ1446
 EJ1446.The dynamic height is computed by dividing the NAVD 88
 EJ1446.geopotential number by the normal gravity value computed on the
 EJ1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1446.degrees latitude (g = 980.6199 gals.).
 EJ1446
 EJ1446.The modeled gravity was interpolated from observed gravity values.
 EJ1446
 EJ1446;                    North         East    Units  Estimated Accuracy
 EJ1446;SPC AR S     -   579,130.      225,730.      MT  (+/- 180 meters Scaled)
 EJ1446
 EJ1446                          SUPERSEDED SURVEY CONTROL
 EJ1446
 EJ1446  NGVD 29 (??/??/92)  262.885  (m)          862.48   (f) ADJ UNCH    2 0
 EJ1446
 EJ1446.Superseded values are not recommended for survey control.
 EJ1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1446.See file dsdata.txt to determine how the superseded data were derived.
 EJ1446
 EJ1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT178921(NAD 83)
 EJ1446_MARKER: DB = BENCH MARK DISK
 EJ1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1446_STAMPING: F-89 1935
 EJ1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1446+STABILITY: SURFACE MOTION
 EJ1446
 EJ1446  HISTORY     - Date     Condition        Report By
 EJ1446  HISTORY     - 1935     MONUMENTED       CGS
 EJ1446  HISTORY     - 1962     GOOD             NGS
 EJ1446  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1446
 EJ1446                          STATION DESCRIPTION
 EJ1446
 EJ1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1446'3.0 MI N FROM NEW HOPE.
 EJ1446'3.0 MILES NORTH OF, ALONG LANGLEY ROAD, FROM J. M. BELLS RESIDENCE.
 EJ1446'ABOUT .8 MILE NORTH OF, HURRICANE CREEK.  ABOUT .3 MILE SOUTH OF THE
 EJ1446'PINE BELT ROAD.  ABOUT 375 FEET SOUTH OF A WOODEN BOX-CULVERT AT A
 EJ1446'CURVE AND JUNCTION OF DIM ROAD NORTHWEST UP A HILL.  ABOUT 330 FEET
 EJ1446'NORTHWEST OF CURVE AT JUNCTION OF A DIM ROAD NORTH ALONG TELEPHONE
 EJ1446'LINE.  60 FEET SOUTH OF A PINE TREE MARKED 3 MILES.  21 FEET SOUTH OF
 EJ1446'BLAZED PINE TREE .8 FT. IN DIAMETER.  19 FEET WEST OF THE ROAD
 EJ1446'CENTERLINE.  TABLET SET IN PRECAST CONCRETE POST.  NOTE-- THE CONCRETE
 EJ1446'POST IS SLIGHTLY TILTED.
 EJ1446
 EJ1446                          STATION RECOVERY (1962)
 EJ1446
 EJ1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1446'RECOVERED IN GOOD CONDITION.
 EJ1446
 EJ1446                          STATION RECOVERY (1978)
 EJ1446
 EJ1446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0971 ***********************************************************************
 FF0971  DESIGNATION -  F 9
 FF0971  PID         -  FF0971
 FF0971  STATE/COUNTY-  AR/JACKSON
 FF0971  USGS QUAD   -  TUCKERMAN (1981)
 FF0971
 FF0971                         *CURRENT SURVEY CONTROL
 FF0971  ___________________________________________________________________
 FF0971* NAD 83(1986)-  35 40 05.     (N)    091 14 27.     (W)     SCALED    
 FF0971* NAVD 88     -        70.992  (meters)     232.91   (feet)  ADJUSTED  
 FF0971  ___________________________________________________________________
 FF0971  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF0971  DYNAMIC HT  -          70.930 (meters)     232.71  (feet)  COMP
 FF0971  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 FF0971
 FF0971  VERT ORDER  -  FIRST     CLASS II
 FF0971
 FF0971.The horizontal coordinates were scaled from a topographic map and have
 FF0971.an estimated accuracy of +/- 6 seconds.
 FF0971
 FF0971.The orthometric height was determined by differential leveling
 FF0971.and adjusted by the National Geodetic Survey in June 1991..
 FF0971
 FF0971.The geoid height was determined by GEOID03.
 FF0971
 FF0971.The dynamic height is computed by dividing the NAVD 88
 FF0971.geopotential number by the normal gravity value computed on the
 FF0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0971.degrees latitude (g = 980.6199 gals.).
 FF0971
 FF0971.The modeled gravity was interpolated from observed gravity values.
 FF0971
 FF0971;                    North         East    Units  Estimated Accuracy
 FF0971;SPC AR N     -   148,340.      468,730.      MT  (+/- 180 meters Scaled)
 FF0971
 FF0971                          SUPERSEDED SURVEY CONTROL
 FF0971
 FF0971  NGVD 29 (??/??/??)   70.924  (m)          232.69   (f) ADJUSTED    1 2
 FF0971
 FF0971.Superseded values are not recommended for survey control.
 FF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0971.See file dsdata.txt to determine how the superseded data were derived.
 FF0971
 FF0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV592485(NAD 83)
 FF0971_MARKER: DB = BENCH MARK DISK
 FF0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0971_STAMPING: 232.690 F 9 1931
 FF0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0971+STABILITY: SURFACE MOTION
 FF0971
 FF0971  HISTORY     - Date     Condition        Report By
 FF0971  HISTORY     - 1931     MONUMENTED       CGS
 FF0971  HISTORY     - 1934     GOOD             CGS
 FF0971  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FF0971
 FF0971                          STATION DESCRIPTION
 FF0971
 FF0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0971'2.6 MI NE FROM DIAZ.
 FF0971'ABOUT 2.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0971'FROM DIAZ, JACKSON COUNTY, AT A ROAD CROSSING, ABOUT 140 FEET
 FF0971'NORTHEAST OF THE ROAD, 76 FEET NORTHEAST OF POLE 256+30, 42 FEET
 FF0971'EAST OF THE CENTER LINE OF THE MAIN TRACK, AND IN LINE WITH
 FF0971'A ROW OF POLES.  A STANDARD DISK, STAMPED 232.690 F 9 1931
 FF0971'AND SET IN THE TOP OF A CONCRETE POST.
 FF0971
 FF0971                          STATION RECOVERY (1934)
 FF0971
 FF0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0971'RECOVERED IN GOOD CONDITION.
 FF0971
 FF0971                          STATION RECOVERY (2002)
 FF0971
 FF0971'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1451 ***********************************************************************
 DK1451  DESIGNATION -  F 90
 DK1451  PID         -  DK1451
 DK1451  STATE/COUNTY-  AR/LINCOLN
 DK1451  USGS QUAD   -  STAR CITY (1973)
 DK1451
 DK1451                         *CURRENT SURVEY CONTROL
 DK1451  ___________________________________________________________________
 DK1451* NAD 83(1986)-  33 57 39.     (N)    091 47 02.     (W)     SCALED    
 DK1451* NAVD 88     -        54.988  (meters)     180.41   (feet)  ADJUSTED  
 DK1451  ___________________________________________________________________
 DK1451  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DK1451  DYNAMIC HT  -          54.933 (meters)     180.23  (feet)  COMP
 DK1451  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 DK1451
 DK1451  VERT ORDER  -  SECOND    CLASS 0
 DK1451
 DK1451.The horizontal coordinates were scaled from a topographic map and have
 DK1451.an estimated accuracy of +/- 6 seconds.
 DK1451
 DK1451.The orthometric height was determined by differential leveling
 DK1451.and adjusted by the National Geodetic Survey in June 1991..
 DK1451
 DK1451.The geoid height was determined by GEOID03.
 DK1451
 DK1451.The dynamic height is computed by dividing the NAVD 88
 DK1451.geopotential number by the normal gravity value computed on the
 DK1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1451.degrees latitude (g = 980.6199 gals.).
 DK1451
 DK1451.The modeled gravity was interpolated from observed gravity values.
 DK1451
 DK1451;                    North         East    Units  Estimated Accuracy
 DK1451;SPC AR S     -   543,560.      419,970.      MT  (+/- 180 meters Scaled)
 DK1451
 DK1451                          SUPERSEDED SURVEY CONTROL
 DK1451
 DK1451  NGVD 29 (??/??/??)   55.077  (m)          180.70   (f) ADJUSTED    2 0
 DK1451
 DK1451.Superseded values are not recommended for survey control.
 DK1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1451.See file dsdata.txt to determine how the superseded data were derived.
 DK1451
 DK1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT123584(NAD 83)
 DK1451_MARKER: DB = BENCH MARK DISK
 DK1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1451_STAMPING: F-90 1935
 DK1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1451+STABILITY: SURFACE MOTION
 DK1451
 DK1451  HISTORY     - Date     Condition        Report By
 DK1451  HISTORY     - 1935     MONUMENTED       CGS
 DK1451  HISTORY     - 1963     MARK NOT FOUND   USGS
 DK1451
 DK1451                          STATION DESCRIPTION
 DK1451
 DK1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1451'3.9 MI E FROM STAR CITY.
 DK1451'3.9 MILES EAST OF, ALONG ARKANSAS R.R., FROM STATION ABOUT 300 FEET
 DK1451'EAST OF NORTHEAST CORNER OF BARTHOLOMEW RIVER RAILROAD BRIDGE.  104
 DK1451'FEET SOUTH OF SOUTHWEST CORNER OF A NEGRO CABIN.  82 FEET NORTH OF A
 DK1451'TELEPHONE POLE.  40 FEET SOUTH OF CENTER OF ST.HWY.11.  24 FEET NORTH
 DK1451'OF CENTER OF RAILROAD TRACKS.  TABLET SET IN PRECAST CONCRETE POST.
 DK1451
 DK1451                          STATION RECOVERY (1963)
 DK1451
 DK1451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DK1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0164 ***********************************************************************
 DL0164  DESIGNATION -  F 92
 DL0164  PID         -  DL0164
 DL0164  STATE/COUNTY-  AR/BRADLEY
 DL0164  USGS QUAD   -  VICK (1985)
 DL0164
 DL0164                         *CURRENT SURVEY CONTROL
 DL0164  ___________________________________________________________________
 DL0164* NAD 83(1986)-  33 19 46.     (N)    092 06 24.     (W)     SCALED    
 DL0164* NAVD 88     -        45.576  (meters)     149.53   (feet)  ADJUSTED  
 DL0164  ___________________________________________________________________
 DL0164  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DL0164  DYNAMIC HT  -          45.528 (meters)     149.37  (feet)  COMP
 DL0164  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 DL0164
 DL0164  VERT ORDER  -  SECOND    CLASS 0
 DL0164
 DL0164.The horizontal coordinates were scaled from a topographic map and have
 DL0164.an estimated accuracy of +/- 6 seconds.
 DL0164
 DL0164.The orthometric height was determined by differential leveling
 DL0164.and adjusted by the National Geodetic Survey in June 1991..
 DL0164
 DL0164.The geoid height was determined by GEOID03.
 DL0164
 DL0164.The dynamic height is computed by dividing the NAVD 88
 DL0164.geopotential number by the normal gravity value computed on the
 DL0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0164.degrees latitude (g = 980.6199 gals.).
 DL0164
 DL0164.The modeled gravity was interpolated from observed gravity values.
 DL0164
 DL0164;                    North         East    Units  Estimated Accuracy
 DL0164;SPC AR S     -   473,520.      390,070.      MT  (+/- 180 meters Scaled)
 DL0164
 DL0164                          SUPERSEDED SURVEY CONTROL
 DL0164
 DL0164  NGVD 29 (??/??/92)   45.651  (m)          149.77   (f) ADJ UNCH    2 0
 DL0164
 DL0164.Superseded values are not recommended for survey control.
 DL0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0164.See file dsdata.txt to determine how the superseded data were derived.
 DL0164
 DL0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS831881(NAD 83)
 DL0164_MARKER: DD = SURVEY DISK
 DL0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0164_STAMPING: F 92 1935
 DL0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0164+STABILITY: SURFACE MOTION
 DL0164
 DL0164  HISTORY     - Date     Condition        Report By
 DL0164  HISTORY     - 1935     MONUMENTED       CGS
 DL0164  HISTORY     - 1971     GOOD             USGS
 DL0164
 DL0164                          STATION DESCRIPTION
 DL0164
 DL0164'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DL0164'IN VICK.
 DL0164'AT VICK, BRADLEY COUNTY, 0.2 MI NE OF OLD RR DEPOT AT.  568 FT NW
 DL0164'ALONG RR FROM GRADE X-ING, 48.5 FT SW OF CENTERLINE OF RR, 28 FT NW OF
 DL0164'THE E. COR. OF AN OLD YARD FENCE.  2 FT NE OF METAL WITNESS POST AND
 DL0164'OLD FENCE PARALLELING THE RR, A STANDARD U.S.C.G.S. TABLET SET IN A
 DL0164'CONC. POST, STAMPED F 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1398 ***********************************************************************
 FG1398  DESIGNATION -  F 93
 FG1398  PID         -  FG1398
 FG1398  STATE/COUNTY-  AR/MADISON
 FG1398  USGS QUAD   -  ST PAUL (1973)
 FG1398
 FG1398                         *CURRENT SURVEY CONTROL
 FG1398  ___________________________________________________________________
 FG1398* NAD 83(1997)-  35 46 37.21693(N)    093 47 46.85142(W)     ADJUSTED  
 FG1398* NAVD 88     -       502.034  (meters)    1647.09   (feet)  ADJUSTED  
 FG1398  ___________________________________________________________________
 FG1398  X           -    -343,028.107 (meters)                     COMP
 FG1398  Y           -  -5,169,519.346 (meters)                     COMP
 FG1398  Z           -   3,708,423.117 (meters)                     COMP
 FG1398  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FG1398  ELLIP HEIGHT-         473.97  (meters)          (09/24/01) GPS OBS
 FG1398  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG1398  DYNAMIC HT  -         501.553 (meters)    1645.51  (feet)  COMP
 FG1398  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 FG1398
 FG1398  HORZ ORDER  -  FIRST
 FG1398  VERT ORDER  -  SECOND    CLASS 0
 FG1398  ELLP ORDER  -  FOURTH    CLASS II
 FG1398
 FG1398.The horizontal coordinates were established by GPS observations
 FG1398.and adjusted by the National Geodetic Survey in September 1999..
 FG1398
 FG1398.The orthometric height was determined by differential leveling
 FG1398.and adjusted by the National Geodetic Survey in June 1991..
 FG1398
 FG1398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1398
 FG1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1398
 FG1398.The ellipsoidal height was determined by GPS observations
 FG1398.and is referenced to NAD 83.
 FG1398
 FG1398.The geoid height was determined by GEOID03.
 FG1398
 FG1398.The dynamic height is computed by dividing the NAVD 88
 FG1398.geopotential number by the normal gravity value computed on the
 FG1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1398.degrees latitude (g = 980.6199 gals.).
 FG1398
 FG1398.The modeled gravity was interpolated from observed gravity values.
 FG1398
 FG1398;                    North         East     Units Scale Factor Converg.
 FG1398;SPC AR N     -   161,645.384   237,598.425   MT  0.99994157   -1 02 43.1
 FG1398;SPC AR N     -   530,331.56    779,520.83   sFT  0.99994157   -1 02 43.1
 FG1398;UTM  15      - 3,959,507.912   428,024.827   MT  0.99966383   -0 27 56.1
 FG1398
 FG1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1398!SPC AR N     -   0.99992561  x   0.99994157  =   0.99986719
 FG1398!UTM  15      -   0.99992561  x   0.99966383  =   0.99958947
 FG1398
 FG1398                          SUPERSEDED SURVEY CONTROL
 FG1398
 FG1398  ELLIP H (09/14/99)  473.97   (m)                       GP(       ) 4 1
 FG1398  NAD 83(1997)-  35 46 37.22979(N)    093 47 46.85480(W) AD(       ) 1
 FG1398  NAD 83(1986)-  35 46 37.23389(N)    093 47 46.85741(W) AD(       ) 1
 FG1398  NAVD 88 (05/17/93)  502.03   (m)         1647.1    (f) LEVELING    3  
 FG1398  NGVD 29 (??/??/92)  501.909  (m)         1646.68   (f) ADJ UNCH    2 0
 FG1398
 FG1398.Superseded values are not recommended for survey control.
 FG1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1398.See file dsdata.txt to determine how the superseded data were derived.
 FG1398
 FG1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2802559508(NAD 83)
 FG1398_MARKER: DB = BENCH MARK DISK
 FG1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1398_SP_SET: CONCRETE POST
 FG1398_STAMPING: F 93 1935
 FG1398_MARK LOGO: CGS   
 FG1398_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FG1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1398+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1992
 FG1398
 FG1398  HISTORY     - Date     Condition        Report By
 FG1398  HISTORY     - 1935     MONUMENTED       CGS
 FG1398  HISTORY     - 1959     GOOD             NGS
 FG1398  HISTORY     - 1987     GOOD             USPSQD
 FG1398  HISTORY     - 1988     GOOD             USPSQD
 FG1398  HISTORY     - 19891001 GOOD             NGS
 FG1398  HISTORY     - 19900525 GOOD
 FG1398  HISTORY     - 19921104 GOOD             NOS
 FG1398  HISTORY     - 19921104 GOOD             NOS
 FG1398
 FG1398                          STATION DESCRIPTION
 FG1398
 FG1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1398'4.7 MI S FROM ST PAUL.
 FG1398'4.7 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE ST. LOUIS-SAN
 FG1398'FRANCISCO RAILWAY STATION AT ST. PAUL, MADISON COUNTY, IN A VALLEY
 FG1398'BETWEEN WOODED HILLS, 0.3 MILE NORTH OF A FARMHOUSE, 0.2 MILE
 FG1398'NORTHEAST OF A SHACK-BARN, 500 FEET EAST OF FLEMING CREEK, 37 FEET
 FG1398'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF THE CENTER
 FG1398'OF A FRAME FOR A FIRE PREVENTION SIGN.  A STANDARD DISK, STAMPED F 93
 FG1398'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1398
 FG1398                          STATION RECOVERY (1987)
 FG1398
 FG1398'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1398'RECOVERED IN GOOD CONDITION.
 FG1398
 FG1398                          STATION RECOVERY (1988)
 FG1398
 FG1398'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1398'RECOVERED IN GOOD CONDITION.
 FG1398
 FG1398                          STATION RECOVERY (1989)
 FG1398
 FG1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FG1398'STATION IS LOCATED ABOUT 10.0 KM (6.2 MI) NORTH-NORTHEAST OF CASS, 6.2
 FG1398'KM (3.9 MI) SOUTHWEST OF ST. PAUL, AND 4.4 KM (2.7 MI) SOUTH OF STATE
 FG1398'HIGHWAY 16.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION
 FG1398'DEPARTMENT.
 FG1398'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 23,
 FG1398'ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF ST. PAUL.  GO SOUTHERLY ON STATE
 FG1398'HIGHWAY 23 FOR 4.42 KM (2.75 MI) TO THE STATION ON THE LEFT.
 FG1398'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---F 93 1935---. SET
 FG1398'IN THE TOP OF A 15-CM SQUARE CONCRETE POST THAT PROJECTS 6-CM ABOVE
 FG1398'THE GROUND.  IT IS 35.4 M (116.1 FT) SOUTH OF A UTILITY POLE, 12.8 M
 FG1398'(42.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 23, AND 0.2 M
 FG1398'(0.7 FT) WEST OF A METAL WITNESS POST.
 FG1398'DESCRIBED BY E.J.HANSMANN.
 FG1398
 FG1398                          STATION RECOVERY (1990)
 FG1398
 FG1398'RECOVERED 1990
 FG1398'RECOVERED IN GOOD CONDITION.
 FG1398
 FG1398                          STATION RECOVERY (1992)
 FG1398
 FG1398'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 FG1398'RECOVERED IN GOOD CONDITION.
 FG1398
 FG1398                          STATION RECOVERY (1992)
 FG1398
 FG1398'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 FG1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1408 ***********************************************************************
 FG1408  DESIGNATION -  F 94
 FG1408  PID         -  FG1408
 FG1408  STATE/COUNTY-  AR/JOHNSON
 FG1408  USGS QUAD   -  HUNT (1963)
 FG1408
 FG1408                         *CURRENT SURVEY CONTROL
 FG1408  ___________________________________________________________________
 FG1408* NAD 83(1986)-  35 31 41.     (N)    093 39 33.     (W)     SCALED    
 FG1408* NAVD 88     -       189.732  (meters)     622.48   (feet)  ADJUSTED  
 FG1408  ___________________________________________________________________
 FG1408  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FG1408  DYNAMIC HT  -         189.555 (meters)     621.90  (feet)  COMP
 FG1408  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 FG1408
 FG1408  VERT ORDER  -  SECOND    CLASS 0
 FG1408
 FG1408.The horizontal coordinates were scaled from a topographic map and have
 FG1408.an estimated accuracy of +/- 6 seconds.
 FG1408
 FG1408.The orthometric height was determined by differential leveling
 FG1408.and adjusted by the National Geodetic Survey in June 1991..
 FG1408
 FG1408.The geoid height was determined by GEOID03.
 FG1408
 FG1408.The dynamic height is computed by dividing the NAVD 88
 FG1408.geopotential number by the normal gravity value computed on the
 FG1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1408.degrees latitude (g = 980.6199 gals.).
 FG1408
 FG1408.The modeled gravity was interpolated from observed gravity values.
 FG1408
 FG1408;                    North         East    Units  Estimated Accuracy
 FG1408;SPC AR N     -   133,810.      249,530.      MT  (+/- 180 meters Scaled)
 FG1408
 FG1408                          SUPERSEDED SURVEY CONTROL
 FG1408
 FG1408  NGVD 29 (??/??/92)  189.686  (m)          622.33   (f) ADJ UNCH    2 0
 FG1408
 FG1408.Superseded values are not recommended for survey control.
 FG1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1408.See file dsdata.txt to determine how the superseded data were derived.
 FG1408
 FG1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV402318(NAD 83)
 FG1408_MARKER: DB = BENCH MARK DISK
 FG1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1408_STAMPING: F 94 1935
 FG1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1408+STABILITY: SURFACE MOTION
 FG1408
 FG1408  HISTORY     - Date     Condition        Report By
 FG1408  HISTORY     - 1935     MONUMENTED       CGS
 FG1408  HISTORY     - 1935     GOOD             NGS
 FG1408
 FG1408                          STATION DESCRIPTION
 FG1408
 FG1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1408'IN HUNT.
 FG1408'AT HUNT, JOHNSON COUNTY, 70 FEET EAST OF THE SOUTHEAST CORNER OF THE
 FG1408'WALTER TEMPLE HOME, 24 FEET EAST OF THE CENTERLINE OF A ROAD, 11 FEET
 FG1408'EAST OF A SOUTHWEST FENCE CORNER, 2 FEET SOUTHEAST OF A NORTHWEST
 FG1408'FENCE CORNER, 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED F 94
 FG1408'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1475 ***********************************************************************
 FG1475  DESIGNATION -  F 95
 FG1475  PID         -  FG1475
 FG1475  STATE/COUNTY-  AR/JOHNSON
 FG1475  USGS QUAD   -  HARMONY (1963)
 FG1475
 FG1475                         *CURRENT SURVEY CONTROL
 FG1475  ___________________________________________________________________
 FG1475* NAD 83(1986)-  35 34 37.     (N)    093 34 53.     (W)     SCALED    
 FG1475* NAVD 88     -       243.598  (meters)     799.20   (feet)  ADJUSTED  
 FG1475  ___________________________________________________________________
 FG1475  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FG1475  DYNAMIC HT  -         243.371 (meters)     798.46  (feet)  COMP
 FG1475  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FG1475
 FG1475  VERT ORDER  -  SECOND    CLASS 0
 FG1475
 FG1475.The horizontal coordinates were scaled from a topographic map and have
 FG1475.an estimated accuracy of +/- 6 seconds.
 FG1475
 FG1475.The orthometric height was determined by differential leveling
 FG1475.and adjusted by the National Geodetic Survey in June 1991..
 FG1475
 FG1475.The geoid height was determined by GEOID03.
 FG1475
 FG1475.The dynamic height is computed by dividing the NAVD 88
 FG1475.geopotential number by the normal gravity value computed on the
 FG1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1475.degrees latitude (g = 980.6199 gals.).
 FG1475
 FG1475.The modeled gravity was interpolated from observed gravity values.
 FG1475
 FG1475;                    North         East    Units  Estimated Accuracy
 FG1475;SPC AR N     -   139,120.      256,670.      MT  (+/- 180 meters Scaled)
 FG1475
 FG1475                          SUPERSEDED SURVEY CONTROL
 FG1475
 FG1475  NGVD 29 (??/??/92)  243.554  (m)          799.06   (f) ADJ UNCH    2 0
 FG1475
 FG1475.Superseded values are not recommended for survey control.
 FG1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1475.See file dsdata.txt to determine how the superseded data were derived.
 FG1475
 FG1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV473371(NAD 83)
 FG1475_MARKER: DB = BENCH MARK DISK
 FG1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1475_STAMPING: F 95 1935
 FG1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1475+STABILITY: SURFACE MOTION
 FG1475
 FG1475  HISTORY     - Date     Condition        Report By
 FG1475  HISTORY     - 1935     MONUMENTED       CGS
 FG1475
 FG1475                          STATION DESCRIPTION
 FG1475
 FG1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1475'2.9 MI N FROM HARMONY.
 FG1475'2.9 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE KING STORE AT
 FG1475'HARMONY, JOHNSON COUNTY, 2 MILES NORTH OF A ROAD JUNCTION, 0.2 MILE
 FG1475'SOUTHEAST OF A FARMHOUSE, 125 FEET SOUTHWEST OF A CULVERT, 56 FEET
 FG1475'WEST OF THE CENTERLINE OF THE HIGHWAY, 43 FEET WEST OF THE WEST END OF
 FG1475'A CATTLE GUARD, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 FG1475'F 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0373 ***********************************************************************
 EJ0373  DESIGNATION -  F 96
 EJ0373  PID         -  EJ0373
 EJ0373  STATE/COUNTY-  AR/SALINE
 EJ0373  USGS QUAD   -  BRYANT (1987)
 EJ0373
 EJ0373                         *CURRENT SURVEY CONTROL
 EJ0373  ___________________________________________________________________
 EJ0373* NAD 83(1986)-  34 34 30.     (N)    092 26 39.     (W)     SCALED    
 EJ0373* NAVD 88     -       106.584  (meters)     349.68   (feet)  ADJUSTED  
 EJ0373  ___________________________________________________________________
 EJ0373  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EJ0373  DYNAMIC HT  -         106.482 (meters)     349.35  (feet)  COMP
 EJ0373  MODELED GRAV-     979,683.6   (mgal)                       NAVD 88
 EJ0373
 EJ0373  VERT ORDER  -  SECOND    CLASS 0
 EJ0373
 EJ0373.The horizontal coordinates were scaled from a topographic map and have
 EJ0373.an estimated accuracy of +/- 6 seconds.
 EJ0373
 EJ0373.The orthometric height was determined by differential leveling
 EJ0373.and adjusted by the National Geodetic Survey in June 1991..
 EJ0373
 EJ0373.The geoid height was determined by GEOID03.
 EJ0373
 EJ0373.The dynamic height is computed by dividing the NAVD 88
 EJ0373.geopotential number by the normal gravity value computed on the
 EJ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0373.degrees latitude (g = 980.6199 gals.).
 EJ0373
 EJ0373.The modeled gravity was interpolated from observed gravity values.
 EJ0373
 EJ0373;                    North         East    Units  Estimated Accuracy
 EJ0373;SPC AR S     -   611,750.      359,250.      MT  (+/- 180 meters Scaled)
 EJ0373
 EJ0373                          SUPERSEDED SURVEY CONTROL
 EJ0373
 EJ0373  NGVD 29 (??/??/92)  106.627  (m)          349.83   (f) ADJ UNCH    2 0
 EJ0373
 EJ0373.Superseded values are not recommended for survey control.
 EJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0373.See file dsdata.txt to determine how the superseded data were derived.
 EJ0373
 EJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU509260(NAD 83)
 EJ0373_MARKER: DB = BENCH MARK DISK
 EJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0373_STAMPING: F 96 1935
 EJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0373+STABILITY: SURFACE MOTION
 EJ0373
 EJ0373  HISTORY     - Date     Condition        Report By
 EJ0373  HISTORY     - 1935     MONUMENTED       CGS
 EJ0373  HISTORY     - 1941     GOOD             NGS
 EJ0373  HISTORY     - 19841203 MARK NOT FOUND   USGS
 EJ0373  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0373
 EJ0373                          STATION DESCRIPTION
 EJ0373
 EJ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EJ0373'4.2 MI S FROM ALEXANDER.
 EJ0373'IN SALINE COUNTY, 4.2 MILES SOUTH ALONG THE BELFAST ROAD FROM THE
 EJ0373'MISSOURI PACIFIC RAILROAD STATION AT ALEXANDER, PULASKI COUNTY, 0.3
 EJ0373'MILE NORTH OF THE POINT WHERE THE ROAD LEAVES THE CHICAGO, ROCK ISLAND
 EJ0373'AND PACIFIC RAILROAD, AT THE TOP OF A HILL, 450 FEET NORTH OF THE H.
 EJ0373'A. RUSKIN FARMHOUSE IN 1935, 275 FEET NORTH OF THE NORTHWEST CORNER OF
 EJ0373'A FENCE, AND 21.4 FEET WEST OF THE CENTERLINE OF THE ROAD. A STANDARD
 EJ0373'DISK, STAMPED F 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0373
 EJ0373                          STATION RECOVERY (1984)
 EJ0373
 EJ0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (DNB)
 EJ0373'MARK NOT FOUND.
 EJ0373
 EJ0373                          STATION RECOVERY (1998)
 EJ0373
 EJ0373'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0521 ***********************************************************************
 EJ0521  DESIGNATION -  F 97
 EJ0521  PID         -  EJ0521
 EJ0521  STATE/COUNTY-  AR/JEFFERSON
 EJ0521  USGS QUAD   -  REDFIELD (1984)
 EJ0521
 EJ0521                         *CURRENT SURVEY CONTROL
 EJ0521  ___________________________________________________________________
 EJ0521* NAD 83(1986)-  34 28 33.     (N)    092 11 47.     (W)     SCALED    
 EJ0521* NAVD 88     -        72.658  (meters)     238.38   (feet)  ADJUSTED  
 EJ0521  ___________________________________________________________________
 EJ0521  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EJ0521  DYNAMIC HT  -          72.590 (meters)     238.16  (feet)  COMP
 EJ0521  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 EJ0521
 EJ0521  VERT ORDER  -  FIRST     CLASS II
 EJ0521
 EJ0521.The horizontal coordinates were scaled from a topographic map and have
 EJ0521.an estimated accuracy of +/- 6 seconds.
 EJ0521
 EJ0521.The orthometric height was determined by differential leveling
 EJ0521.and adjusted by the National Geodetic Survey in June 1991..
 EJ0521
 EJ0521.The geoid height was determined by GEOID03.
 EJ0521
 EJ0521.The dynamic height is computed by dividing the NAVD 88
 EJ0521.geopotential number by the normal gravity value computed on the
 EJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0521.degrees latitude (g = 980.6199 gals.).
 EJ0521
 EJ0521.The modeled gravity was interpolated from observed gravity values.
 EJ0521
 EJ0521;                    North         East    Units  Estimated Accuracy
 EJ0521;SPC AR S     -   600,680.      381,960.      MT  (+/- 180 meters Scaled)
 EJ0521
 EJ0521                          SUPERSEDED SURVEY CONTROL
 EJ0521
 EJ0521  NGVD 29 (??/??/92)   72.742  (m)          238.65   (f) ADJ UNCH    1 2
 EJ0521
 EJ0521.Superseded values are not recommended for survey control.
 EJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0521.See file dsdata.txt to determine how the superseded data were derived.
 EJ0521
 EJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU737152(NAD 83)
 EJ0521_MARKER: DB = BENCH MARK DISK
 EJ0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0521_SP_SET: CULVERT
 EJ0521_STAMPING: F 97 1935
 EJ0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0521
 EJ0521  HISTORY     - Date     Condition        Report By
 EJ0521  HISTORY     - 1935     MONUMENTED       CGS
 EJ0521  HISTORY     - 1937     GOOD             ARGS
 EJ0521  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0521
 EJ0521                          STATION DESCRIPTION
 EJ0521
 EJ0521'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0521'1.6 MI S FROM FARRELL.
 EJ0521'IN JEFFERSON COUNTY, 1.6 MILES SOUTH ALONG THE MISSOURI PACIFIC
 EJ0521'RAILROAD FROM THE STATION SIGN AT FARRELL, PULASKI COUNTY, 106 FEET
 EJ0521'SOUTHWEST OF POLE 366+20, 175 FEET SOUTH OF A ROAD CROSSING, AT A
 EJ0521'CONCRETE CULVERT, IN THE TOP OF THE WEST HEADWALL, 1 FOOT SOUTH OF THE
 EJ0521'NORTH END, AND 17 FEET WEST OF THE WEST RAIL OF THE TRACK.  A STANDARD
 EJ0521'DISK, STAMPED F 97 1935.
 EJ0521
 EJ0521                          STATION RECOVERY (1984)
 EJ0521
 EJ0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0521'NOT SEARCHED FOR, INACCESSIBLE THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0224 ***********************************************************************
 EJ0224  DESIGNATION -  F 98
 EJ0224  PID         -  EJ0224
 EJ0224  STATE/COUNTY-  AR/PULASKI
 EJ0224  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0224
 EJ0224                         *CURRENT SURVEY CONTROL
 EJ0224  ___________________________________________________________________
 EJ0224* NAD 83(1986)-  34 44 30.     (N)    092 21 10.     (W)     SCALED    
 EJ0224* NAVD 88     -        96.072  (meters)     315.20   (feet)  ADJUSTED  
 EJ0224  ___________________________________________________________________
 EJ0224  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0224  DYNAMIC HT  -          95.984 (meters)     314.91  (feet)  COMP
 EJ0224  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 EJ0224
 EJ0224  VERT ORDER  -  SECOND    CLASS 0
 EJ0224
 EJ0224.The horizontal coordinates were scaled from a topographic map and have
 EJ0224.an estimated accuracy of +/- 6 seconds.
 EJ0224
 EJ0224.The orthometric height was determined by differential leveling
 EJ0224.and adjusted by the National Geodetic Survey in June 1991..
 EJ0224
 EJ0224.The geoid height was determined by GEOID03.
 EJ0224
 EJ0224.The dynamic height is computed by dividing the NAVD 88
 EJ0224.geopotential number by the normal gravity value computed on the
 EJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0224.degrees latitude (g = 980.6199 gals.).
 EJ0224
 EJ0224.The modeled gravity was interpolated from observed gravity values.
 EJ0224
 EJ0224;                    North         East    Units  Estimated Accuracy
 EJ0224;SPC AR S     -   630,210.      367,700.      MT  (+/- 180 meters Scaled)
 EJ0224
 EJ0224                          SUPERSEDED SURVEY CONTROL
 EJ0224
 EJ0224  NGVD 29 (??/??/92)   96.122  (m)          315.36   (f) ADJ UNCH    2 0
 EJ0224
 EJ0224.Superseded values are not recommended for survey control.
 EJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0224.See file dsdata.txt to determine how the superseded data were derived.
 EJ0224
 EJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU592445(NAD 83)
 EJ0224_MARKER: DB = BENCH MARK DISK
 EJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0224_STAMPING: F 98 1935
 EJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0224+STABILITY: SURFACE MOTION
 EJ0224
 EJ0224  HISTORY     - Date     Condition        Report By
 EJ0224  HISTORY     - 1935     MONUMENTED       CGS
 EJ0224  HISTORY     - 1987     GOOD             USPSQD
 EJ0224  HISTORY     - 1988     GOOD             USPSQD
 EJ0224  HISTORY     - 1988     POOR             USPSQD
 EJ0224  HISTORY     - 1989     POOR             USPSQD
 EJ0224  HISTORY     - 1990     POOR             USPSQD
 EJ0224
 EJ0224                          STATION DESCRIPTION
 EJ0224
 EJ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0224'3 MI W FROM LITTLE ROCK.
 EJ0224'3 MILES WEST ALONG TWELFTH STREET PIKE FROM THE CHICAGO, ROCK ISLAND
 EJ0224'AND PACIFIC RAILROAD STATION AT LITTLE ROCK, PULASKI COUNTY, AT THE
 EJ0224'SOUTH SIDE OF HEAVEN REST CEMETERY, 35.4 FEET NORTH OF THE CENTERLINE
 EJ0224'OF THE PIKE, 29.3 FEET WEST OF THE CENTERLINE OF THE WEST ENTRANCE TO
 EJ0224'THE CEMETERY, AND 1.4 FEET SOUTH OF A STONE WALL.  A STANDARD DISK,
 EJ0224'STAMPED F 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0224
 EJ0224                          STATION RECOVERY (1987)
 EJ0224
 EJ0224'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EJ0224'RECOVERED IN GOOD CONDITION.
 EJ0224
 EJ0224                          STATION RECOVERY (1988)
 EJ0224
 EJ0224'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0224'RECOVERED IN GOOD CONDITION.
 EJ0224
 EJ0224                          STATION RECOVERY (1988)
 EJ0224
 EJ0224'RECOVERY NOTE BY US POWER SQUADRON 1988 (JWP)
 EJ0224'MARK RECOVERED IN POOR CONDITION.
 EJ0224
 EJ0224                          STATION RECOVERY (1989)
 EJ0224
 EJ0224'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0224'MARK RECOVERED IN POOR CONDITION.
 EJ0224
 EJ0224                          STATION RECOVERY (1990)
 EJ0224
 EJ0224'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0224'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0905 ***********************************************************************
 EJ0905  DESIGNATION -  F 99
 EJ0905  PID         -  EJ0905
 EJ0905  STATE/COUNTY-  AR/SALINE
 EJ0905  USGS QUAD   -  CONGO (1984)
 EJ0905
 EJ0905                         *CURRENT SURVEY CONTROL
 EJ0905  ___________________________________________________________________
 EJ0905* NAD 83(1986)-  34 41 03.     (N)    092 31 02.     (W)     SCALED    
 EJ0905* NAVD 88     -       161.023  (meters)     528.29   (feet)  ADJUSTED  
 EJ0905  ___________________________________________________________________
 EJ0905  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EJ0905  DYNAMIC HT  -         160.871 (meters)     527.79  (feet)  COMP
 EJ0905  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 EJ0905
 EJ0905  VERT ORDER  -  SECOND    CLASS 0
 EJ0905
 EJ0905.The horizontal coordinates were scaled from a topographic map and have
 EJ0905.an estimated accuracy of +/- 6 seconds.
 EJ0905
 EJ0905.The orthometric height was determined by differential leveling
 EJ0905.and adjusted by the National Geodetic Survey in June 1991..
 EJ0905
 EJ0905.The geoid height was determined by GEOID03.
 EJ0905
 EJ0905.The dynamic height is computed by dividing the NAVD 88
 EJ0905.geopotential number by the normal gravity value computed on the
 EJ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0905.degrees latitude (g = 980.6199 gals.).
 EJ0905
 EJ0905.The modeled gravity was interpolated from observed gravity values.
 EJ0905
 EJ0905;                    North         East    Units  Estimated Accuracy
 EJ0905;SPC AR S     -   623,890.      352,600.      MT  (+/- 180 meters Scaled)
 EJ0905
 EJ0905                          SUPERSEDED SURVEY CONTROL
 EJ0905
 EJ0905  NGVD 29 (??/??/92)  161.056  (m)          528.40   (f) ADJ UNCH    2 0
 EJ0905
 EJ0905.Superseded values are not recommended for survey control.
 EJ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0905.See file dsdata.txt to determine how the superseded data were derived.
 EJ0905
 EJ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU442381(NAD 83)
 EJ0905_MARKER: DB = BENCH MARK DISK
 EJ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0905_STAMPING: F 99 1935
 EJ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0905+STABILITY: SURFACE MOTION
 EJ0905
 EJ0905  HISTORY     - Date     Condition        Report By
 EJ0905  HISTORY     - 1935     MONUMENTED       CGS
 EJ0905  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0905
 EJ0905                          STATION DESCRIPTION
 EJ0905
 EJ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0905'3.6 MI S FROM LAWSON SCHOOL.
 EJ0905'IN SALINE COUNTY, 3.6 MILES SOUTH ALONG THE WAGON ROAD LEADING TO THE
 EJ0905'ED WAWAK FARM FROM LAWSON SCHOOL, PULASKI COUNTY, 1500 FEET WEST OF
 EJ0905'THE ED WAWAK FARMHOUSE, 400 FEET WEST OF THE NORTHWEST CORNER OF THE
 EJ0905'ED WAWAK FARM, 25 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 EJ0905'WAGON ROAD, 20 FEET SOUTHEAST OF THE CENTERLINE OF THE WAGON ROAD
 EJ0905'LEADING NORTH TO THE W. V. MATHEW FARM AND LAWSON SCHOOL, AND 5.8 FEET
 EJ0905'NORTHEAST OF AN 18-INCH PINE TREE WITH AN X-BLAZE 5 FEET ABOVE THE
 EJ0905'GROUND.  A STANDARD DISK, STAMPED F 99 1935 AND SET IN THE TOP OF A
 EJ0905'CONCRETE POST.
 EJ0905
 EJ0905                          STATION RECOVERY (1974)
 EJ0905
 EJ0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2157 ***********************************************************************
 FF2157  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2157  DESIGNATION -  FAA 7M4 A
 FF2157  PID         -  FF2157
 FF2157  STATE/COUNTY-  AR/MISSISSIPPI
 FF2157  USGS QUAD   -  KEISER (1983)
 FF2157
 FF2157                         *CURRENT SURVEY CONTROL
 FF2157  ___________________________________________________________________
 FF2157* NAD 83(1997)-  35 41 46.13395(N)    090 00 34.57652(W)     ADJUSTED  
 FF2157* NAVD 88     -        70.41   (meters)     231.0    (feet)  GPS OBS   
 FF2157  ___________________________________________________________________
 FF2157  X           -       -,869.301 (meters)                     COMP
 FF2157  Y           -  -5,185,777.682 (meters)                     COMP
 FF2157  Z           -   3,700,888.787 (meters)                     COMP
 FF2157  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FF2157  ELLIP HEIGHT-          42.69  (meters)          (05/31/05) GPS OBS
 FF2157  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF2157
 FF2157  HORZ ORDER  -  FIRST
 FF2157  ELLP ORDER  -  FOURTH    CLASS II
 FF2157
 FF2157.This mark is at Osceola Airport (7M4)
 FF2157
 FF2157.The horizontal coordinates were established by GPS observations
 FF2157.and adjusted by the National Geodetic Survey in May 2005..
 FF2157
 FF2157.The orthometric height was determined by GPS observations and a
 FF2157.high-resolution geoid model using precise GPS observation and
 FF2157.processing techniques.
 FF2157
 FF2157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2157
 FF2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2157
 FF2157.The ellipsoidal height was determined by GPS observations
 FF2157.and is referenced to NAD 83.
 FF2157
 FF2157.The geoid height was determined by GEOID03.
 FF2157
 FF2157;                    North         East     Units Scale Factor Converg.
 FF2157;SPC AR N     -   153,013.749   580,123.820   MT  0.99993784   +1 09 29.6
 FF2157;SPC AR N     -   502,012.61  1,903,289.57   sFT  0.99993784   +1 09 29.6
 FF2157;UTM  15      - 3,954,370.059   770,586.839   MT  1.00050233   +1 44 45.3
 FF2157;UTM  16      - 3,954,423.227   227,674.500   MT  1.00051397   -1 45 25.7
 FF2157
 FF2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2157!SPC AR N     -   0.99999330  x   0.99993784  =   0.99993114
 FF2157!UTM  15      -   0.99999330  x   1.00050233  =   1.00049563
 FF2157!UTM  16      -   0.99999330  x   1.00051397  =   1.00050727
 FF2157
 FF2157:                Primary Azimuth Mark                     Grid Az
 FF2157:SPC AR N     -  OSCEOLA                                  173 58 43.3
 FF2157:UTM  15      -  OSCEOLA                                  173 23 27.6
 FF2157:UTM  16      -  OSCEOLA                                  176 53 38.6
 FF2157
 FF2157|---------------------------------------------------------------------|
 FF2157| PID    Reference Object                     Distance      Geod. Az  |
 FF2157|                                                           dddmmss.s |
 FF2157| FF1903 OSCEOLA                             484.084 METERS 1750812.9 |
 FF2157|---------------------------------------------------------------------|
 FF2157
 FF2157                          SUPERSEDED SURVEY CONTROL
 FF2157
 FF2157  NAD 83(1997)-  35 41 46.13421(N)    090 00 34.57720(W) AD(       ) 3
 FF2157  ELLIP H (09/14/99)   42.71   (m)                       GP(       ) 4 1
 FF2157  NAD 83(1997)-  35 41 46.13425(N)    090 00 34.57719(W) AD(       ) 3
 FF2157  NAD 83(1986)-  35 41 46.14592(N)    090 00 34.57731(W) AD(       ) 3
 FF2157  NGVD 29 (05/21/91)   70.3    (m)          231.     (f) GPS OBS        
 FF2157
 FF2157.Superseded values are not recommended for survey control.
 FF2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2157.See file dsdata.txt to determine how the superseded data were derived.
 FF2157
 FF2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7058754370(NAD 83)
 FF2157_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2157_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2157_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2157_STAMPING: FAA 7M4 A 1991
 FF2157_MARK LOGO: NGS   
 FF2157_PROJECTION: FLUSH
 FF2157_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2157+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 FF2157_ROD/PIPE-DEPTH: 22.8 meters
 FF2157_SLEEVE-DEPTH  : 0.91 meters
 FF2157
 FF2157  HISTORY     - Date     Condition        Report By
 FF2157  HISTORY     - 1991     MONUMENTED       NGS
 FF2157  HISTORY     - 20030417 GOOD             USACE
 FF2157  HISTORY     - 20030714 GOOD             EMCINC
 FF2157
 FF2157                          STATION DESCRIPTION
 FF2157
 FF2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FF2157'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF OSCEOLA, 3.5 KM
 FF2157'(2.2 MI) EAST OF INTERSTATE HIGHWAY 55 (EXIT 48) AND AT THE OSCEOLA
 FF2157'MUNCIPAL AIRPORT.  OWNERSHIP--CITY OF OSCEOLA, OSCEOLA TOWN HALL,
 FF2157'OSCEOLA, AR 72370, PHONE 501-563-5245, AIRPORT MANAGER IS MICHALE
 FF2157'SCHUNCKE, PHONE 501-563-5993 OR HOME PHONE 501-563-2570.
 FF2157'TO REACH THE STATION FROM THE JUNCTION OF THE NORTHBOUND LANE OF
 FF2157'INTERSTATE 55 (EXIT 48) AND STATE HIGHWAY 140, GO EAST ON STATE
 FF2157'HIGHWAY 140 FOR 3.54 KM (2.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 FF2157'RIGHT, TURN RIGHT ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO THE
 FF2157'STATION ON THE LEFT.
 FF2157'THE STATION IS LOCATED 40.1 M (131.6 FT) WEST OF THE CENTER OF RUNWAY
 FF2157'19, 12.85 M (42.16 FT) EAST OF THE CENTER OF THE AIRPORT ENTRANCE
 FF2157'ROAD, 6.5 M (21.3 FT) WEST OF THE SOUTHWEST CORNER OF THE TURN-AROUND
 FF2157'FOR THE END OF RUNWAY 19 AND 0.35 M (1.15 FT) EAST OF A FIBERGLASS
 FF2157'WITNESS POST.
 FF2157
 FF2157                          STATION RECOVERY (2003)
 FF2157
 FF2157'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 FF2157'MONUMENT IS STEEL ROD WITH PUNCHED DATUM POINT, ACCESS FLAP MISSING,
 FF2157'AND 1.0 FT WEST OF CARSONITE WITNESS POST.
 FF2157
 FF2157                          STATION RECOVERY (2003)
 FF2157
 FF2157'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2157'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1203 ***********************************************************************
 GE1203  CBN         -  This is a Cooperative Base Network Control Station.
 GE1203  DESIGNATION -  FAA 7M9 A
 GE1203  PID         -  GE1203
 GE1203  STATE/COUNTY-  AR/FULTON
 GE1203  USGS QUAD   -  SALEM (1984)
 GE1203
 GE1203                         *CURRENT SURVEY CONTROL
 GE1203  ___________________________________________________________________
 GE1203* NAD 83(1997)-  36 21 09.26249(N)    091 49 58.34899(W)     ADJUSTED  
 GE1203* NAVD 88     -       232.0    (meters)     761.     (feet)  GPS OBS   
 GE1203  ___________________________________________________________________
 GE1203  X           -    -164,497.205 (meters)                     COMP
 GE1203  Y           -  -5,140,438.839 (meters)                     COMP
 GE1203  Z           -   3,759,892.125 (meters)                     COMP
 GE1203  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GE1203  ELLIP HEIGHT-         203.80  (meters)          (09/21/01) GPS OBS
 GE1203  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GE1203
 GE1203  HORZ ORDER  -  B
 GE1203  ELLP ORDER  -  FOURTH    CLASS II
 GE1203
 GE1203.This mark is at Salem Airport (7M9)
 GE1203
 GE1203.The horizontal coordinates were established by GPS observations
 GE1203.and adjusted by the National Geodetic Survey in September 1997..
 GE1203
 GE1203.The orthometric height was determined by GPS observations and a
 GE1203.high-resolution geoid model.
 GE1203
 GE1203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1203
 GE1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1203
 GE1203.The ellipsoidal height was determined by GPS observations
 GE1203.and is referenced to NAD 83.
 GE1203
 GE1203.The geoid height was determined by GEOID03.
 GE1203
 GE1203;                    North         East     Units Scale Factor Converg.
 GE1203;SPC AR N     -   224,040.248   415,001.652   MT  1.00002575   +0 05 50.1
 GE1203;SPC AR N     -   735,038.71  1,361,551.25   sFT  1.00002575   +0 05 50.1
 GE1203;UTM  15      - 4,023,687.380   604,722.185   MT  0.99973512   +0 41 30.8
 GE1203
 GE1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1203!SPC AR N     -   0.99996802  x   1.00002575  =   0.99999377
 GE1203!UTM  15      -   0.99996802  x   0.99973512  =   0.99970314
 GE1203
 GE1203:                Primary Azimuth Mark                     Grid Az
 GE1203:SPC AR N     -  FAA 7M9 B                                023 04 14.7
 GE1203:UTM  15      -  FAA 7M9 B                                022 28 34.0
 GE1203
 GE1203|---------------------------------------------------------------------|
 GE1203| PID    Reference Object                     Distance      Geod. Az  |
 GE1203|                                                           dddmmss.s |
 GE1203| GE1204 FAA 7M9 B                           APPROX. 0.8 KM 0231004.8 |
 GE1203|---------------------------------------------------------------------|
 GE1203
 GE1203                          SUPERSEDED SURVEY CONTROL
 GE1203
 GE1203  ELLIP H (09/19/97)  203.81   (m)                       GP(       ) 4 1
 GE1203  NAD 83(1986)-  36 21 09.27467(N)    091 49 58.35254(W) AD(       ) 3
 GE1203  NGVD 29 (05/21/91)  232.0    (m)          761.     (f) GPS OBS        
 GE1203
 GE1203.Superseded values are not recommended for survey control.
 GE1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1203.See file dsdata.txt to determine how the superseded data were derived.
 GE1203
 GE1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0472223687(NAD 83)
 GE1203_MARKER: DH = HORIZONTAL CONTROL DISK
 GE1203_SETTING: 66 = SET IN ROCK OUTCROP
 GE1203_SP_SET: ROCK OUTCROP
 GE1203_STAMPING: FAA 7M9 A 1991
 GE1203_MARK LOGO: NGS   
 GE1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1203+STABILITY: POSITION/ELEVATION WELL
 GE1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1203+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1997
 GE1203
 GE1203  HISTORY     - Date     Condition        Report By
 GE1203  HISTORY     - 1991     MONUMENTED       NGS
 GE1203  HISTORY     - 19970325 GOOD             NGS
 GE1203
 GE1203                          STATION DESCRIPTION
 GE1203
 GE1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 GE1203'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) SOUTH OF SALEM, AT THE
 GE1203'SALEM MUNICIPAL AIRPORT AND IN ROCK OUTCROP.  OWNERSHIP--CITY OF
 GE1203'SALEM, SALEM CITY HALL, SALEM, AR 72576, AIRPORT MANAGER IS DON D.
 GE1203'YOUNG, PHONE 501-895-2796.
 GE1203'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S.
 GE1203'HIGHWAY 62 IN SALEM, GO SOUTH ON STATE HIGHWAY 9 FOR 1.13 KM
 GE1203'(0.70 MI) TO THE JUNCTION OF COUNTY ROAD 980 ON THE LEFT (WITH
 GE1203'AIRPORT SIGN), TURN LEFT, SOUTHERLY, ON COUNTY ROAD 980 FOR 0.56 KM
 GE1203'(0.35 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST,
 GE1203'ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO THE APRON, CONTINUE
 GE1203'AHEAD ACROSS THE APRON TO THE JUNCTION OF THE RUNWAY, TURN RIGHT,
 GE1203'SOUTH, ONTO THE RUNWAY FOR 0.48 KM (0.30 MI) TO THE STATION ON THE
 GE1203'RIGHT.
 GE1203'THE STATION IS LOCATED 13.7 M (44.9 FT) WEST OF THE CENTER OF THE
 GE1203'RUNWAY, 11.6 M (38.1 FT) SOUTHWEST OF THE SECOND RUNWAY LIGHT NORTH
 GE1203'OF THE END OF RUNWAY 2 AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS
 GE1203'WITNESS POST.
 GE1203
 GE1203                          STATION RECOVERY (1997)
 GE1203
 GE1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1203'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1204 ***********************************************************************
 GE1204  DESIGNATION -  FAA 7M9 B
 GE1204  PID         -  GE1204
 GE1204  STATE/COUNTY-  AR/FULTON
 GE1204  USGS QUAD   -  SALEM (1984)
 GE1204
 GE1204                         *CURRENT SURVEY CONTROL
 GE1204  ___________________________________________________________________
 GE1204* NAD 83(1997)-  36 21 33.73645(N)    091 49 45.40016(W)     ADJUSTED  
 GE1204* NAVD 88     -       216.5    (meters)     710.     (feet)  VERTCON   
 GE1204  ___________________________________________________________________
 GE1204  X           -    -164,159.824 (meters)                     COMP
 GE1204  Y           -  -5,139,989.624 (meters)                     COMP
 GE1204  Z           -   3,760,490.442 (meters)                     COMP
 GE1204  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GE1204  ELLIP HEIGHT-         188.21  (meters)          (09/14/99) GPS OBS
 GE1204  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GE1204
 GE1204  HORZ ORDER  -  THIRD
 GE1204  ELLP ORDER  -  FOURTH    CLASS I
 GE1204
 GE1204.This mark is at Salem Airport (7M9)
 GE1204
 GE1204.The horizontal coordinates were established by GPS observations
 GE1204.and adjusted by the National Geodetic Survey in September 1999..
 GE1204
 GE1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1204
 GE1204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1204
 GE1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1204
 GE1204.The ellipsoidal height was determined by GPS observations
 GE1204.and is referenced to NAD 83.
 GE1204
 GE1204.The geoid height was determined by GEOID03.
 GE1204
 GE1204;                    North         East     Units Scale Factor Converg.
 GE1204;SPC AR N     -   224,795.201   415,323.211   MT  1.00002735   +0 05 57.6
 GE1204;SPC AR N     -   737,515.59  1,362,606.23   sFT  1.00002735   +0 05 57.6
 GE1204;UTM  15      - 4,024,445.409   605,035.800   MT  0.99973593   +0 41 38.8
 GE1204
 GE1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1204!SPC AR N     -   0.99997046  x   1.00002735  =   0.99999781
 GE1204!UTM  15      -   0.99997046  x   0.99973593  =   0.99970640
 GE1204
 GE1204:                Primary Azimuth Mark                     Grid Az
 GE1204:SPC AR N     -  FAA 7M9 A                                203 04 14.9
 GE1204:UTM  15      -  FAA 7M9 A                                202 28 33.7
 GE1204
 GE1204|---------------------------------------------------------------------|
 GE1204| PID    Reference Object                     Distance      Geod. Az  |
 GE1204|                                                           dddmmss.s |
 GE1204| GE1203 FAA 7M9 A                           APPROX. 0.8 KM 2031012.5 |
 GE1204|---------------------------------------------------------------------|
 GE1204
 GE1204                          SUPERSEDED SURVEY CONTROL
 GE1204
 GE1204  NAD 83(1986)-  36 21 33.74869(N)    091 49 45.40387(W) AD(       ) 3
 GE1204  NGVD 29 (05/21/91)  216.4    (m)          710.     (f) GPS OBS        
 GE1204
 GE1204.Superseded values are not recommended for survey control.
 GE1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1204.See file dsdata.txt to determine how the superseded data were derived.
 GE1204
 GE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0503624445(NAD 83)
 GE1204_MARKER: DZ = AZIMUTH MARK DISK
 GE1204_SETTING: 66 = SET IN ROCK OUTCROP
 GE1204_SP_SET: ROCK OUTCROP
 GE1204_STAMPING: FAA 7M9 B 1991
 GE1204_MARK LOGO: NGS   
 GE1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1204+STABILITY: POSITION/ELEVATION WELL
 GE1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1204+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GE1204
 GE1204  HISTORY     - Date     Condition        Report By
 GE1204  HISTORY     - 1991     MONUMENTED       NGS
 GE1204
 GE1204                          STATION DESCRIPTION
 GE1204
 GE1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 GE1204'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) SOUTH OF SALEM, AT THE
 GE1204'SALEM MUNICIPAL AIRPORT AND IN ROCK OUTCROP.  OWNERSHIP--CITY OF
 GE1204'SALEM, SALEM CITY HALL, SALEM, AR 72576, AIRPORT MANAGER IS DON D.
 GE1204'YOUNG, PHONE 501-895-2796.
 GE1204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S.
 GE1204'HIGHWAY 62 IN SALEM, GO SOUTH ON STATE HIGHWAY 9 FOR 1.13 KM
 GE1204'(0.70 MI) TO THE JUNCTION OF COUNTY ROAD 980 ON THE LEFT (WITH
 GE1204'AIRPORT SIGN), TURN LEFT, SOUTHERLY, ON COUNTY ROAD 980 FOR 0.56 KM
 GE1204'(0.35 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST,
 GE1204'ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO THE APRON, CONTINUE
 GE1204'AHEAD ACROSS THE APRON TO THE JUNCTION OF THE RUNWAY, TURN LEFT,
 GE1204'NORTH, ONTO THE RUNWAY FOR 0.40 KM (0.25 MI) TO THE STATION ON THE
 GE1204'RIGHT.
 GE1204'THE STATION IS LOCATED 18.1 M (59.4 FT) NORTH-NORTHWEST OF THE THIRD
 GE1204'RUNWAY LIGHT SOUTH OF THE NORTH END OF RUNWAY 2, 12.0 M (39.4 FT)
 GE1204'WEST OF THE CENTER OF THE RUNWAY AND 0.3 M (1.0 FT) SOUTH OF A
 GE1204'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2160 ***********************************************************************
 FF2160  DESIGNATION -  FAA M65 A
 FF2160  PID         -  FF2160
 FF2160  STATE/COUNTY-  AR/CROSS
 FF2160  USGS QUAD   -  WYNNE (1992)
 FF2160
 FF2160                         *CURRENT SURVEY CONTROL
 FF2160  ___________________________________________________________________
 FF2160* NAD 83(1997)-  35 13 54.40606(N)    090 45 40.14543(W)     ADJUSTED  
 FF2160* NAVD 88     -       111.5    (meters)     366.     (feet)  VERTCON   
 FF2160  ___________________________________________________________________
 FF2160  X           -     -69,286.503 (meters)                     COMP
 FF2160  Y           -  -5,215,243.775 (meters)                     COMP
 FF2160  Z           -   3,658,949.488 (meters)                     COMP
 FF2160  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FF2160  ELLIP HEIGHT-          84.24  (meters)          (09/14/99) GPS OBS
 FF2160  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF2160
 FF2160  HORZ ORDER  -  THIRD
 FF2160  ELLP ORDER  -  FOURTH    CLASS I
 FF2160
 FF2160.This mark is at Wynne Airport (M65)
 FF2160
 FF2160.The horizontal coordinates were established by GPS observations
 FF2160.and adjusted by the National Geodetic Survey in September 1999..
 FF2160
 FF2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2160
 FF2160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2160
 FF2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2160
 FF2160.The ellipsoidal height was determined by GPS observations
 FF2160.and is referenced to NAD 83.
 FF2160
 FF2160.The geoid height was determined by GEOID03.
 FF2160
 FF2160;                    North         East     Units Scale Factor Converg.
 FF2160;SPC AR N     -   100,384.266   512,764.307   MT  0.99995474   +0 43 15.2
 FF2160;SPC AR N     -   329,344.05  1,682,294.23   sFT  0.99995474   +0 43 15.2
 FF2160;UTM  15      - 3,901,044.037   703,738.358   MT  1.00011158   +1 17 31.2
 FF2160
 FF2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2160!SPC AR N     -   0.99998678  x   0.99995474  =   0.99994152
 FF2160!UTM  15      -   0.99998678  x   1.00011158  =   1.00009836
 FF2160
 FF2160:                Primary Azimuth Mark                     Grid Az
 FF2160:SPC AR N     -  FAA M65 B                                349 05 32.7
 FF2160:UTM  15      -  FAA M65 B                                348 31 16.7
 FF2160
 FF2160|---------------------------------------------------------------------|
 FF2160| PID    Reference Object                     Distance      Geod. Az  |
 FF2160|                                                           dddmmss.s |
 FF2160| FF2161 FAA M65 B                           APPROX. 0.6 KM 3494847.9 |
 FF2160|---------------------------------------------------------------------|
 FF2160
 FF2160                          SUPERSEDED SURVEY CONTROL
 FF2160
 FF2160  NAD 83(1997)-  35 13 54.40825(N)    090 45 40.14375(W) AD(       ) 3
 FF2160  NAD 83(1986)-  35 13 54.41735(N)    090 45 40.14325(W) AD(       ) 3
 FF2160  NGVD 29 (05/21/91)  111.4    (m)          365.     (f) GPS OBS        
 FF2160
 FF2160.Superseded values are not recommended for survey control.
 FF2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2160.See file dsdata.txt to determine how the superseded data were derived.
 FF2160
 FF2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0373801044(NAD 83)
 FF2160_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2160_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2160_STAMPING: FAA M65 A 1991
 FF2160_MARK LOGO: NGS   
 FF2160_PROJECTION: FLUSH
 FF2160_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2160+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FF2160_ROD/PIPE-DEPTH: 14.6 meters
 FF2160_SLEEVE-DEPTH  : 0.91 meters
 FF2160
 FF2160  HISTORY     - Date     Condition        Report By
 FF2160  HISTORY     - 1991     MONUMENTED       NGS
 FF2160
 FF2160                          STATION DESCRIPTION
 FF2160
 FF2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FF2160'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) EAST OF WYNNE, 28.96 KM
 FF2160'(17.99 MI) NORTH OF FOREST CITY, 38.62 KM (24.00 MI) SOUTH OF
 FF2160'JONESBORO, AT THE WYNNE MUNICIPAL AIRPORT ON THE NORTH SIDE OF THE
 FF2160'WINDSOCK.  OWNERSHIP--CITY OF WYNNE, 206 SOUTH FALLS STREET, WYNNE,
 FF2160'AR 72396, PHONE 501-238-2697, AIRPORT MANAGER IS N. L. BURNETTE,
 FF2160'PHONE 501-238-2730.
 FF2160'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S.
 FF2160'HIGHWAY 64, ON THE NORTH SIDE OF WYNNE, GO SOUTH ON STATE HIGHWAY 1
 FF2160'FOR 2.41 KM (1.50 MI) TO THE JUNCTION OF BRIDGES STREET (WITH AIRPORT
 FF2160'SIGN), TURN LEFT, EAST, ON BRIDGES STREET FOR 0.96 KM (0.60 MI) TO
 FF2160'THE JUNCTION OF KILLOUGH ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON
 FF2160'KILLOUGH ROAD FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF LANGUILLE
 FF2160'STREET ON THE RIGHT AND AIR PARK ROAD ON THE LEFT, TURN LEFT, EAST,
 FF2160'ON AIR PARK ROAD FOR 1.28 KM (0.80 MI) TO THE AIRPORT PARKING LOT,
 FF2160'CONTINUE ACROSS THE PARKING LOT TO A GATE, PASS THRU THE GATE AND
 FF2160'ONTO THE TAXIWAY, TURN LEFT, NORTH, ON THE TAXIWAY TO THE JUNCTION OF
 FF2160'THE RUNWAY, BEAR LEFT, NORTHEAST, CROSSING THE RUNWAY, ONTO THE GRASS
 FF2160'TO THE WINDSOCK AND THE STATION ON THE NORTH SIDE OF THE WINDSOCK.
 FF2160'THE STATION IS LOCATED 39.5 M (129.6 FT) EAST OF THE CENTER OF THE
 FF2160'RUNWAY, 21.75 M (71.36 FT) WEST OF THE AIRPORT PROPERTY LINE FENCE,
 FF2160'1.85 NORTH OF THE NORTH FACE OF THE CONCRETE FOUNDATION OF THE
 FF2160'WINDSOCK AND 1.85 M (6.07 FT) NORTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2161 ***********************************************************************
 FF2161  DESIGNATION -  FAA M65 B
 FF2161  PID         -  FF2161
 FF2161  STATE/COUNTY-  AR/CROSS
 FF2161  USGS QUAD   -  WYNNE (1992)
 FF2161
 FF2161                         *CURRENT SURVEY CONTROL
 FF2161  ___________________________________________________________________
 FF2161* NAD 83(1997)-  35 14 13.71048(N)    090 45 44.37337(W)     ADJUSTED  
 FF2161* NAVD 88     -       114.7    (meters)     376.     (feet)  VERTCON   
 FF2161  ___________________________________________________________________
 FF2161  X           -     -69,388.872 (meters)                     COMP
 FF2161  Y           -  -5,214,901.832 (meters)                     COMP
 FF2161  Z           -   3,659,437.319 (meters)                     COMP
 FF2161  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FF2161  ELLIP HEIGHT-          87.52  (meters)          (09/14/99) GPS OBS
 FF2161  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2161
 FF2161  HORZ ORDER  -  THIRD
 FF2161  ELLP ORDER  -  FOURTH    CLASS I
 FF2161
 FF2161.This mark is at Wynne Airport (M65)
 FF2161
 FF2161.The horizontal coordinates were established by GPS observations
 FF2161.and adjusted by the National Geodetic Survey in September 1999..
 FF2161
 FF2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2161
 FF2161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2161
 FF2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2161
 FF2161.The ellipsoidal height was determined by GPS observations
 FF2161.and is referenced to NAD 83.
 FF2161
 FF2161.The geoid height was determined by GEOID03.
 FF2161
 FF2161;                    North         East     Units Scale Factor Converg.
 FF2161;SPC AR N     -   100,977.771   512,649.935   MT  0.99995417   +0 43 12.7
 FF2161;SPC AR N     -   331,291.24  1,681,919.00   sFT  0.99995417   +0 43 12.7
 FF2161;UTM  15      - 3,901,636.466   703,618.055   MT  1.00011098   +1 17 29.4
 FF2161
 FF2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2161!SPC AR N     -   0.99998626  x   0.99995417  =   0.99994043
 FF2161!UTM  15      -   0.99998626  x   1.00011098  =   1.00009724
 FF2161
 FF2161:                Primary Azimuth Mark                     Grid Az
 FF2161:SPC AR N     -  FAA M65 A                                169 05 32.8
 FF2161:UTM  15      -  FAA M65 A                                168 31 16.1
 FF2161
 FF2161|---------------------------------------------------------------------|
 FF2161| PID    Reference Object                     Distance      Geod. Az  |
 FF2161|                                                           dddmmss.s |
 FF2161| FF2160 FAA M65 A                           APPROX. 0.6 KM 1694845.5 |
 FF2161|---------------------------------------------------------------------|
 FF2161
 FF2161                          SUPERSEDED SURVEY CONTROL
 FF2161
 FF2161  NAD 83(1997)-  35 14 13.71266(N)    090 45 44.37171(W) AD(       ) 3
 FF2161  NAD 83(1986)-  35 14 13.72186(N)    090 45 44.37130(W) AD(       ) 3
 FF2161  NGVD 29 (05/21/91)  114.7    (m)          376.     (f) GPS OBS        
 FF2161
 FF2161.Superseded values are not recommended for survey control.
 FF2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2161.See file dsdata.txt to determine how the superseded data were derived.
 FF2161
 FF2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0361801636(NAD 83)
 FF2161_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2161_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2161_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2161_STAMPING: FAA M65 B 1991
 FF2161_MARK LOGO: NGS   
 FF2161_PROJECTION: FLUSH
 FF2161_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2161+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FF2161_ROD/PIPE-DEPTH: 14.9 meters
 FF2161_SLEEVE-DEPTH  : 0.91 meters
 FF2161
 FF2161  HISTORY     - Date     Condition        Report By
 FF2161  HISTORY     - 1991     MONUMENTED       NGS
 FF2161
 FF2161                          STATION DESCRIPTION
 FF2161
 FF2161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FF2161'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) EAST OF WYNNE, 28.96 KM
 FF2161'(17.99 MI) NORTH OF FOREST CITY, 38.62 KM (24.00 MI) SOUTH OF
 FF2161'JONESBORO AND AT THE WYNNE MUNICIPAL AIRPORT AT THE NORTHEAST CORNER
 FF2161'OF THE AIRPORT PROPERTY.  OWNERSHIP--CITY OF WYNNE, 206 SOUTH FALLS
 FF2161'STREET, WYNNE, AR 72396, PHONE 501-238-2697, AIRPORT MANAGER IS N. L.
 FF2161'BURNETTE, PHONE 501-238-2730.
 FF2161'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S.
 FF2161'HIGHWAY 64, ON THE NORTH SIDE OF WYNNE, GO SOUTH ON STATE HIGHWAY 1
 FF2161'FOR 2.41 KM (1.50 MI) TO THE JUNCTION OF BRIDGES STREET (WITH AIRPORT
 FF2161'SIGN), TURN LEFT, EAST, ON BRIDGES STREET FOR 0.96 KM (0.60 MI) TO
 FF2161'THE JUNCTION OF KILLOUGH ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON
 FF2161'KILLOUGH ROAD FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF LANGUILLE
 FF2161'STREET ON THE RIGHT AND AIR PARK ROAD ON THE LEFT, TURN LEFT, EAST,
 FF2161'ON AIR PARK ROAD FOR 1.28 KM (0.80 MI) TO THE AIRPORT PARKING LOT,
 FF2161'CONTINUE ACROSS THE PARKING LOT TO A GATE, PASS THRU THE GATE AND
 FF2161'ONTO THE TAXIWAY, TURN LEFT, NORTH, ON THE TAXIWAY TO THE JUNCTION OF
 FF2161'THE RUNWAY, TURN LEFT, NORTH, ONTO THE RUNWAY FOR 0.64 KM (0.40 MI)
 FF2161'TO THE END OF RUNWAY 16, BEAR RIGHT AND UPHILL TO THE NORTHEAST CORNER
 FF2161'OF THE AIRPORT PROPERTY AND THE STATION EAST OF THE FENCE LINE.
 FF2161'THE STATION IS LOCATED 42.5 M (139.4 FT) EAST-NORTHEAST OF THE
 FF2161'NORTHEAST CORNER OF THE END OF RUNWAY 16, 3.5 M (11.5 FT) SOUTH OF
 FF2161'THE PROPERTY LINE FENCE AND 0.32 M (1.05 FT) SOUTH OF A FIBERGLASS
 FF2161'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1602 ***********************************************************************
 DL1602  DESIGNATION -  FAA M77 A
 DL1602  PID         -  DL1602
 DL1602  STATE/COUNTY-  AR/HOWARD
 DL1602  USGS QUAD   -  NASHVILLE (1951)
 DL1602
 DL1602                         *CURRENT SURVEY CONTROL
 DL1602  ___________________________________________________________________
 DL1602* NAD 83(1997)-  33 59 46.55439(N)    093 50 20.05689(W)     ADJUSTED  
 DL1602* NAVD 88     -       163.7    (meters)     537.     (feet)  VERTCON   
 DL1602  ___________________________________________________________________
 DL1602  X           -    -354,414.175 (meters)                     COMP
 DL1602  Y           -  -5,281,725.485 (meters)                     COMP
 DL1602  Z           -   3,546,179.367 (meters)                     COMP
 DL1602  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DL1602  ELLIP HEIGHT-         136.40  (meters)          (09/14/99) GPS OBS
 DL1602  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DL1602
 DL1602  HORZ ORDER  -  THIRD
 DL1602  ELLP ORDER  -  FOURTH    CLASS I
 DL1602
 DL1602.This mark is at Howard Airport (M77)
 DL1602
 DL1602.The horizontal coordinates were established by GPS observations
 DL1602.and adjusted by the National Geodetic Survey in September 1999..
 DL1602
 DL1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1602
 DL1602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1602
 DL1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1602
 DL1602.The ellipsoidal height was determined by GPS observations
 DL1602.and is referenced to NAD 83.
 DL1602
 DL1602.The geoid height was determined by GEOID03.
 DL1602
 DL1602;                    North         East     Units Scale Factor Converg.
 DL1602;SPC AR S     -   548,994.302   230,128.699   MT  0.99991869   -1 01 45.2
 DL1602;SPC AR S     - 1,801,158.81    755,013.91   sFT  0.99991869   -1 01 45.2
 DL1602;UTM  15      - 3,762,059.009   422,524.534   MT  0.99967399   -0 28 08.7
 DL1602
 DL1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1602!SPC AR S     -   0.99997859  x   0.99991869  =   0.99989728
 DL1602!UTM  15      -   0.99997859  x   0.99967399  =   0.99965258
 DL1602
 DL1602:                Primary Azimuth Mark                     Grid Az
 DL1602:SPC AR S     -  FAA M77 B                                012 57 12.4
 DL1602:UTM  15      -  FAA M77 B                                012 23 35.9
 DL1602
 DL1602|---------------------------------------------------------------------|
 DL1602| PID    Reference Object                     Distance      Geod. Az  |
 DL1602|                                                           dddmmss.s |
 DL1602| EJ2077 FAA M77 B                           APPROX. 0.6 KM 0115527.2 |
 DL1602|---------------------------------------------------------------------|
 DL1602
 DL1602                          SUPERSEDED SURVEY CONTROL
 DL1602
 DL1602  NAD 83(1997)-  33 59 46.56225(N)    093 50 20.04717(W) AD(       ) 3
 DL1602  NAD 83(1997)-  33 59 46.56226(N)    093 50 20.04717(W) AD(       ) 3
 DL1602  ELLIP H (01/21/93)  136.13   (m)                       GP(       ) 4 2
 DL1602  NAD 83(1986)-  33 59 46.56493(N)    093 50 20.04373(W) AD(       ) 3
 DL1602  NGVD 29 (05/21/91)  163.7    (m)          537.     (f) GPS OBS        
 DL1602
 DL1602.Superseded values are not recommended for survey control.
 DL1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1602.See file dsdata.txt to determine how the superseded data were derived.
 DL1602
 DL1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2252562059(NAD 83)
 DL1602_MARKER: DH = HORIZONTAL CONTROL DISK
 DL1602_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1602_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DL1602_STAMPING: FAA M77 A 1991
 DL1602_MARK LOGO: NGS   
 DL1602_PROJECTION: FLUSH
 DL1602_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1602+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DL1602_ROD/PIPE-DEPTH: 12.8 meters
 DL1602_SLEEVE-DEPTH  : 0.91 meters
 DL1602
 DL1602  HISTORY     - Date     Condition        Report By
 DL1602  HISTORY     - 1991     MONUMENTED       NGS
 DL1602
 DL1602                          STATION DESCRIPTION
 DL1602
 DL1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DL1602'THE STATION IS LOCATED ABOUT 5.79 KM (3.60 MI) NORTH OF NASHVILLE, AT
 DL1602'THE HOWARD COUNTY AIRPORT AND AT A FENCE CORNER NORTH OF THE
 DL1602'NORTHEAST CORNER OF THE APRON.  OWNERSHIP--HOWARD COUNTY, COUNTY
 DL1602'COURTHOUSE, NASHVILLE, AR 71852, PHONE 501-845-2138, AIRPORT MANAGER
 DL1602'IS JIM TURNER, PHONE 501-845-2525.  NOTE--THE AIRPORT IS UNATTENDED
 DL1602'SO FOR ACCESS TO THE AIRPORT CONTACT MR. TURNER ONE DAY IN ADVANCE TO
 DL1602'PICK UP THE KEY TO THE LOCKED GATE, HE CAN BE REACHED AT THE PHONE
 DL1602'NUMBER ABOVE AND THE KEY PICKED UP AT HIS PLACE OF BUSINESS (JIM
 DL1602'TURNER AUTO MACHINE) LOCATED AT 120 HUGHES CIRCLE WHICH IS DIRECTLY
 DL1602'ACROSS MAIN STREET FROM THE COUNTY COURTHOUSE.  ALSO NOTE--BLUE PRINT
 DL1602'PLANS HAVE BEEN DRAWN UP FOR CONSTRUCTION OF A NEW RUNWAY.  THE
 DL1602'EXISTING RUNWAY WILL BE USED AS A TAXIWAY AND THIS DESCRIPTION WILL
 DL1602'BE INADEQUATE IN THE FUTURE.
 DL1602'TO REACH THE STATION FROM THE JUNCTION OF COMBINED STATE HIGHWAYS 4
 DL1602'AND 24 (ISSAC PERKINS BYPASS) AND COUNTY ROAD 980 (WITH AIRPORT SIGN)
 DL1602', JUST NORTH OF THE COURTHOUSE IN NASHVILLE, GO NORTH ON COUNTY ROAD
 DL1602'980 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF A PAVED ROAD RIGHT, TURN
 DL1602'RIGHT, EAST, ON THE PAVED ROAD FOR 0.32 KM (0.20 MI) TO THE JUNCTION
 DL1602'OF A GRAVEL ROAD STRAIGHT AHEAD AND A PAVED ROAD LEFT, TURN LEFT,
 DL1602'NORTH, ON THE PAVED ROAD FOR 0.97 KM (0.60 MI) TO A GATE, PASS
 DL1602'THROUGH THE GATE AND CONTINUE AHEAD TO THE APRON, BEAR LEFT,
 DL1602'NORTHEAST, ACROSS THE APRON TO ITS NORTHEAST CORNER, TURN LEFT,
 DL1602'NORTH, ONTO THE GRASS FOR ABOUT 45.72 M (150.00 FT) TO THE WINDSOCK
 DL1602'AND A FENCE CORNER AND THE STATION EAST OF THE FENCE CORNER POST.
 DL1602'THE STATION IS LOCATED 58.3 M (191.3 FT) WEST OF THE CENTER OF THE
 DL1602'RUNWAY, 46.2 M (151.6 FT) NORTH-NORTHEAST OF THE NORTHEST CORNER OF
 DL1602'THE APRON, 16.0 M (52.5 FT) WEST-NORTHWEST OF THE WINDSOCK AND 1.6 M
 DL1602'(5.2 FT) EAST OF THE CORNER POST OF THE PROPERTY LINE FENCE AND A
 DL1602'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2077 ***********************************************************************
 EJ2077  DESIGNATION -  FAA M77 B
 EJ2077  PID         -  EJ2077
 EJ2077  STATE/COUNTY-  AR/HOWARD
 EJ2077  USGS QUAD   -  NATHAN (1970)
 EJ2077
 EJ2077                         *CURRENT SURVEY CONTROL
 EJ2077  ___________________________________________________________________
 EJ2077* NAD 83(1997)-  34 00 05.40815(N)    093 50 15.27646(W)     ADJUSTED  
 EJ2077* NAVD 88     -       167.9    (meters)     551.     (feet)  VERTCON   
 EJ2077  ___________________________________________________________________
 EJ2077  X           -    -354,270.257 (meters)                     COMP
 EJ2077  Y           -  -5,281,413.065 (meters)                     COMP
 EJ2077  Z           -   3,546,663.340 (meters)                     COMP
 EJ2077  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 EJ2077  ELLIP HEIGHT-         140.61  (meters)          (09/14/99) GPS OBS
 EJ2077  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EJ2077
 EJ2077  HORZ ORDER  -  THIRD
 EJ2077  ELLP ORDER  -  FOURTH    CLASS I
 EJ2077
 EJ2077.This mark is at Howard Airport (M77)
 EJ2077
 EJ2077.The horizontal coordinates were established by GPS observations
 EJ2077.and adjusted by the National Geodetic Survey in September 1999..
 EJ2077
 EJ2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2077
 EJ2077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2077
 EJ2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2077
 EJ2077.The ellipsoidal height was determined by GPS observations
 EJ2077.and is referenced to NAD 83.
 EJ2077
 EJ2077.The geoid height was determined by GEOID03.
 EJ2077
 EJ2077;                    North         East     Units Scale Factor Converg.
 EJ2077;SPC AR S     -   549,572.876   230,261.778   MT  0.99991863   -1 01 42.5
 EJ2077;SPC AR S     - 1,803,057.01    755,450.52   sFT  0.99991863   -1 01 42.5
 EJ2077;UTM  15      - 3,762,638.714   422,651.920   MT  0.99967375   -0 28 06.3
 EJ2077
 EJ2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2077!SPC AR S     -   0.99997793  x   0.99991863  =   0.99989656
 EJ2077!UTM  15      -   0.99997793  x   0.99967375  =   0.99965168
 EJ2077
 EJ2077:                Primary Azimuth Mark                     Grid Az
 EJ2077:SPC AR S     -  FAA M77 A                                192 57 12.4
 EJ2077:UTM  15      -  FAA M77 A                                192 23 36.2
 EJ2077
 EJ2077|---------------------------------------------------------------------|
 EJ2077| PID    Reference Object                     Distance      Geod. Az  |
 EJ2077|                                                           dddmmss.s |
 EJ2077| DL1602 FAA M77 A                           APPROX. 0.6 KM 1915529.9 |
 EJ2077|---------------------------------------------------------------------|
 EJ2077
 EJ2077                          SUPERSEDED SURVEY CONTROL
 EJ2077
 EJ2077  NAD 83(1997)-  34 00 05.41599(N)    093 50 15.26673(W) AD(       ) 3
 EJ2077  NAD 83(1986)-  34 00 05.41867(N)    093 50 15.26330(W) AD(       ) 3
 EJ2077  NGVD 29 (05/21/91)  167.9    (m)          551.     (f) GPS OBS        
 EJ2077
 EJ2077.Superseded values are not recommended for survey control.
 EJ2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2077.See file dsdata.txt to determine how the superseded data were derived.
 EJ2077
 EJ2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2265262639(NAD 83)
 EJ2077_MARKER: DH = HORIZONTAL CONTROL DISK
 EJ2077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ2077_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ2077_STAMPING: FAA M77 B 1991
 EJ2077_MARK LOGO: NGS   
 EJ2077_PROJECTION: FLUSH
 EJ2077_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ2077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ2077+SATELLITE: SATELLITE OBSERVATIONS - 1991
 EJ2077_ROD/PIPE-DEPTH: 12.8 meters
 EJ2077_SLEEVE-DEPTH  : 0.91 meters
 EJ2077
 EJ2077  HISTORY     - Date     Condition        Report By
 EJ2077  HISTORY     - 1991     MONUMENTED       NGS
 EJ2077
 EJ2077                          STATION DESCRIPTION
 EJ2077
 EJ2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EJ2077'THE STATION IS LOCATED ABOUT 5.79 KM (3.60 MI) NORTH OF NASHVILLE, AT
 EJ2077'THE HOWARD COUNTY AIRPORT AND ON THE EAST SIDE OF THE AIRPORT
 EJ2077'PROPERTY LINE FENCE. OWNERSHIP--HOWARD COUNTY, COUNTY COURTHOUSE,
 EJ2077'NASHVILLE, AR 71852, PHONE 501-845-2138, AIRPORT MANAGER IS JIM
 EJ2077'TURNER, PHONE 501-845-2525.  NOTE--THE AIRPORT IS UNATTENDED SO FOR
 EJ2077'ACCESS TO THE AIRPORT CONTACT MR. TURNER ONE DAY IN ADVANCE TO PICK
 EJ2077'UP THE KEY TO THE LOCKED GATE, HE CAN BE REACHED AT THE PHONE NUMBER
 EJ2077'ABOVE AND THE KEY PICKED UP AT HIS PLACE OF BUSINESS (JIM TURNER AUTO
 EJ2077'MACHINE)LOCATED AT 120 HUGHES CIRCLE WHICH IS DIRECTLY ACROSS MAIN
 EJ2077'STREET FROM THE COUNTY COURTHOUSE. ALSO NOTE--BLUE PRINT PLANS HAVE
 EJ2077'BEEN DRAWN UP FOR CONSTRUCTION OF A NEW RUNWAY.  THE EXISTING RUNWAY
 EJ2077'WILL BE USED AS A TAXIWAY AND THIS DESCRIPTION WILL BE INADEQUATE IN
 EJ2077'THE FUTURE.
 EJ2077'TO REACH THE STATION FROM THE JUNCTION OF COMBINED STATE HIGHWAYS 4
 EJ2077'AND 24 (ISSAC PERKINS BYPASS) AND COUNTY ROAD 980 (WITH AIRPORT SIGN)
 EJ2077', LOCATED JUST NORTH OF THE COURTHOUSE IN NASHVILLE, GO NORTH ON
 EJ2077'COUNTY ROAD 980 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF A PAVED ROAD
 EJ2077'RIGHT TURN RIGHT, EAST, ON THE PAVED ROAD FOR 0.32 KM (0.20 MI) TO
 EJ2077'THE JUNCTION OF A GRAVEL ROAD STRAIGHT AHEAD AND A PAVED ROAD LEFT,
 EJ2077'TURN LEFT, NORTH, ON THE PAVED ROAD FOR 0.97 KM (0.60 MI) TO A GATE,
 EJ2077'PASS THROUGH THE GATE AND CONTINUE AHEAD TO THE APRON, CONTINUE AHEAD
 EJ2077'ACROSS THE APRON AND TAXIWAY TO THE JUNCTION OF THE RUNWAY, TURN
 EJ2077'LEFT, NORTH, ONTO THE RUNWAY FOR 0.64 KM (0.40 MI) TO THE TURN-AROUND
 EJ2077'FOR THE END OF RUNWAY 19 AND THE STATION ON THE LEFT ON THE EAST SIDE
 EJ2077'OF THE PROPERTY LINE FENCE.
 EJ2077'THE STATION IS LOCATED 59.3 M (194.6 FT) WEST OF THE CENTER OF THE
 EJ2077'RUNWAY, 1.8 M (5.9 FT) EAST OF THE PROPERTY LINE FENCE AND 1.8 M
 EJ2077'(5.9 FT) EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1850 ***********************************************************************
 EJ1850  DESIGNATION -  FABER
 EJ1850  PID         -  EJ1850
 EJ1850  STATE/COUNTY-  AR/HOT SPRING
 EJ1850  USGS QUAD   -  DONALDSON (1984)
 EJ1850
 EJ1850                         *CURRENT SURVEY CONTROL
 EJ1850  ___________________________________________________________________
 EJ1850* NAD 83(1997)-  34 09 25.43230(N)    092 55 52.94731(W)     ADJUSTED  
 EJ1850* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 EJ1850  ___________________________________________________________________
 EJ1850  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 EJ1850  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EJ1850
 EJ1850  HORZ ORDER  -  SECOND
 EJ1850
 EJ1850.The horizontal coordinates were established by classical geodetic methods
 EJ1850.and adjusted by the National Geodetic Survey in September 1999..
 EJ1850
 EJ1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1850
 EJ1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1850
 EJ1850.The geoid height was determined by GEOID03.
 EJ1850
 EJ1850;                    North         East     Units Scale Factor Converg.
 EJ1850;SPC AR S     -   565,694.242   314,121.869   MT  0.99992075   -0 31 16.6
 EJ1850;SPC AR S     - 1,855,948.53  1,030,581.50   sFT  0.99992075   -0 31 16.6
 EJ1850;UTM  15      - 3,779,573.331   506,325.752   MT  0.99960049   +0 02 18.7
 EJ1850
 EJ1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1850!SPC AR S     -   0.99999070  x   0.99992075  =   0.99991146
 EJ1850!UTM  15      -   0.99999070  x   0.99960049  =   0.99959120
 EJ1850
 EJ1850|---------------------------------------------------------------------|
 EJ1850| PID    Reference Object                     Distance      Geod. Az  |
 EJ1850|                                                           dddmmss.s |
 EJ1850| CY6027 FABER RM 1                           25.021 METERS 03324     |
 EJ1850| CY6026 FABER AZ MK                                        0934036.1 |
 EJ1850| EJ1975 ARKADELPHIA RAD STA KVRC MAST       APPROX.12.2 KM 2433532.0 |
 EJ1850| EJ1971 ARKADELPHIA MUNICIPAL TANK          APPROX.13.2 KM 2521725.2 |
 EJ1850| CY6028 FABER RM 2                           31.425 METERS 32210     |
 EJ1850|---------------------------------------------------------------------|
 EJ1850
 EJ1850                          SUPERSEDED SURVEY CONTROL
 EJ1850
 EJ1850  NAD 83(1986)-  34 09 25.44226(N)    092 55 52.93833(W) AD(       ) 2
 EJ1850  NAD 27      -  34 09 25.09860(N)    092 55 52.32230(W) AD(       ) 2
 EJ1850  NGVD 29 (07/19/86)   85.9    (m)          282.     (f) VERT ANG       
 EJ1850
 EJ1850.Superseded values are not recommended for survey control.
 EJ1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1850.See file dsdata.txt to determine how the superseded data were derived.
 EJ1850
 EJ1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0632679573(NAD 83)
 EJ1850_MARKER: DS = TRIANGULATION STATION DISK
 EJ1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1850
 EJ1850  HISTORY     - Date     Condition        Report By
 EJ1850  HISTORY     - 1957     MONUMENTED       CGS
 EJ1850
 EJ1850                          STATION DESCRIPTION
 EJ1850
 EJ1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1850'THE STATION IS LOCATED NEAR THE HOT SPRINGS-CLARK COUNTY LINE,
 EJ1850'ABOUT 9 MILES NORTHEAST OF ARKADELPHIA, ABOUT 1.4 MILES SOUTH
 EJ1850'OF THE VILLAGE OF FABER, 36 FEET SOUTH WEST OF THE SOUTHWEST
 EJ1850'CORNER OF MR. HORCE VANDERSLICE HOUSE, 28 FEET NORTH OF THE
 EJ1850'CENTER OF STATE HIGHWAY NO. 51, 8 FEET SOUTH OF A WIRE FENCE
 EJ1850'AND WITNESS POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 EJ1850'THE GROUND AND IS STAMPED FABER 1957.
 EJ1850'
 EJ1850'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE NORTHWEST CORNER
 EJ1850'OF THE HOUSE AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK IS
 EJ1850'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 EJ1850'FABER NO 1 1957.
 EJ1850'
 EJ1850'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF THE SOUTHWEST CORNER
 EJ1850'OF A BARN.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 EJ1850'AND IS STAMPED FABER NO 2 1957.
 EJ1850'
 EJ1850'AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 EJ1850'NO. 51, 39 FEET SOUTHWEST OF A POWERLINE POLE AND 1.5 FEET WEST
 EJ1850'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES ABOVE THE
 EJ1850'SURFACE OF THE GROUND AND IS STAMPED FABER 1957.
 EJ1850'
 EJ1850'TO REACH THE STATION FROM THE POST OFFICE IN ARKADELPHIA,
 EJ1850'GO NORTH 1 BLOCK TO THE JUNCTION OF STATE HIGHWAYS NO. 51,
 EJ1850'8 AND 7, TURN RIGHT AND GO EAST ON STATE HIGHWAYS NO. 51, 8
 EJ1850'AND 7 FOR 1.7 MILES TO WHERE STATE HIGHWAY NO. 51 BEARS TO THE
 EJ1850'LEFT, TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY NO. 51
 EJ1850'FOR 5.5 MILES TO A SIDE ROAD ON THE RIGHT AND BRADDLEYS STORE
 EJ1850'ON THE RIGHT, TURN LEFT AND GO NORTH ON STATE HIGHWAY NO. 51
 EJ1850'FOR 3.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 EJ1850'
 EJ1850'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 EJ1850'STATE HIGHWAY NO. 51 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 EJ1850'RIGHT AS DESCRIBED.
 EJ1850'
 EJ1850'HEIGHT OF LIGHT ABOVE STATION MARK 21.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0207 ***********************************************************************
 EJ0207  DESIGNATION -  FAC
 EJ0207  PID         -  EJ0207
 EJ0207  STATE/COUNTY-  AR/PULASKI
 EJ0207  USGS QUAD   -  SCOTT (1987)
 EJ0207
 EJ0207                         *CURRENT SURVEY CONTROL
 EJ0207  ___________________________________________________________________
 EJ0207* NAD 83(1986)-  34 43 14.     (N)    092 07 14.     (W)     SCALED    
 EJ0207* NAVD 88     -        75.837  (meters)     248.81   (feet)  ADJUSTED  
 EJ0207  ___________________________________________________________________
 EJ0207  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EJ0207  DYNAMIC HT  -          75.767 (meters)     248.58  (feet)  COMP
 EJ0207  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 EJ0207
 EJ0207  VERT ORDER  -  SECOND    CLASS 0
 EJ0207
 EJ0207.The horizontal coordinates were scaled from a topographic map and have
 EJ0207.an estimated accuracy of +/- 6 seconds.
 EJ0207
 EJ0207.The orthometric height was determined by differential leveling
 EJ0207.and adjusted by the National Geodetic Survey in June 1991..
 EJ0207
 EJ0207.The geoid height was determined by GEOID03.
 EJ0207
 EJ0207.The dynamic height is computed by dividing the NAVD 88
 EJ0207.geopotential number by the normal gravity value computed on the
 EJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0207.degrees latitude (g = 980.6199 gals.).
 EJ0207
 EJ0207.The modeled gravity was interpolated from observed gravity values.
 EJ0207
 EJ0207;                    North         East    Units  Estimated Accuracy
 EJ0207;SPC AR S     -   627,820.      388,960.      MT  (+/- 180 meters Scaled)
 EJ0207
 EJ0207                          SUPERSEDED SURVEY CONTROL
 EJ0207
 EJ0207  NGVD 29 (??/??/92)   75.879  (m)          248.95   (f) ADJ UNCH    2 0
 EJ0207
 EJ0207.Superseded values are not recommended for survey control.
 EJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0207.See file dsdata.txt to determine how the superseded data were derived.
 EJ0207
 EJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU805424(NAD 83)
 EJ0207_MARKER: DB = BENCH MARK DISK
 EJ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0207_STAMPING: FAC 1934
 EJ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0207+STABILITY: SURFACE MOTION
 EJ0207
 EJ0207  HISTORY     - Date     Condition        Report By
 EJ0207  HISTORY     - 1934     MONUMENTED       CGS
 EJ0207  HISTORY     - 1948     MARK NOT FOUND   DOD
 EJ0207  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0207
 EJ0207                          STATION DESCRIPTION
 EJ0207
 EJ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0207'0.7 MI SE FROM BAUCUM.
 EJ0207'0.7 MILE SOUTHEAST OF, ALONG S.L.S.RY. FROM STATION 84 FEET NORTHWEST
 EJ0207'OF INTERSECTION OF CENTERLINES OF GRAVEL ROAD WITH RAILWAY TRACK. 83.5
 EJ0207'FEET WEST OF M.P.274-16.  19.9 FEET NORTHEAST OF CENTERLINE OF ST.
 EJ0207'LOUIS SOUTHWESTERN RY1.  TABLET SET IN PRECAST CONCRETE POST. NOTE--
 EJ0207'THE DEPOT AT BAUCOM HAS BEEN TORN DOWN.  REFERENCE SHOULD BE 6.3 MI SE
 EJ0207'OF ROSE CITY.
 EJ0207
 EJ0207                          STATION RECOVERY (1948)
 EJ0207
 EJ0207'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1948
 EJ0207'MARK NOT FOUND.
 EJ0207
 EJ0207                          STATION RECOVERY (1989)
 EJ0207
 EJ0207'RECOVERY NOTE BY US POWER SQUADRON 1989 (CB)
 EJ0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0208 ***********************************************************************
 EJ0208  DESIGNATION -  FAD
 EJ0208  PID         -  EJ0208
 EJ0208  STATE/COUNTY-  AR/PULASKI
 EJ0208  USGS QUAD   -  SCOTT (1987)
 EJ0208
 EJ0208                         *CURRENT SURVEY CONTROL
 EJ0208  ___________________________________________________________________
 EJ0208* NAD 83(1986)-  34 41 53.     (N)    092 05 57.     (W)     SCALED    
 EJ0208* NAVD 88     -        75.864  (meters)     248.90   (feet)  ADJUSTED  
 EJ0208  ___________________________________________________________________
 EJ0208  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0208  DYNAMIC HT  -          75.793 (meters)     248.66  (feet)  COMP
 EJ0208  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 EJ0208
 EJ0208  VERT ORDER  -  SECOND    CLASS 0
 EJ0208
 EJ0208.The horizontal coordinates were scaled from a topographic map and have
 EJ0208.an estimated accuracy of +/- 6 seconds.
 EJ0208
 EJ0208.The orthometric height was determined by differential leveling
 EJ0208.and adjusted by the National Geodetic Survey in June 1991..
 EJ0208
 EJ0208.The geoid height was determined by GEOID03.
 EJ0208
 EJ0208.The dynamic height is computed by dividing the NAVD 88
 EJ0208.geopotential number by the normal gravity value computed on the
 EJ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0208.degrees latitude (g = 980.6199 gals.).
 EJ0208
 EJ0208.The modeled gravity was interpolated from observed gravity values.
 EJ0208
 EJ0208;                    North         East    Units  Estimated Accuracy
 EJ0208;SPC AR S     -   625,320.      390,910.      MT  (+/- 180 meters Scaled)
 EJ0208
 EJ0208                          SUPERSEDED SURVEY CONTROL
 EJ0208
 EJ0208  NGVD 29 (??/??/92)   75.903  (m)          249.03   (f) ADJ UNCH    2 0
 EJ0208
 EJ0208.Superseded values are not recommended for survey control.
 EJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0208.See file dsdata.txt to determine how the superseded data were derived.
 EJ0208
 EJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU825399(NAD 83)
 EJ0208_MARKER: DB = BENCH MARK DISK
 EJ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0208_STAMPING: FAD 1934
 EJ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0208+STABILITY: SURFACE MOTION
 EJ0208
 EJ0208  HISTORY     - Date     Condition        Report By
 EJ0208  HISTORY     - 1934     MONUMENTED       CGS
 EJ0208  HISTORY     - 1937     GOOD             ARGS
 EJ0208  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0208
 EJ0208                          STATION DESCRIPTION
 EJ0208
 EJ0208'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0208'0.2 MI NW FROM SCOTT.
 EJ0208'ABOUT 0.2 MILE NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RY FROM THE
 EJ0208'STATION AT SCOTT ABOUT 1140 FEET NORTHWEST OF THE STATION 62.5 FEET
 EJ0208'SOUTHWEST OF MILEPOST 272-18 56 FEET WEST OF NORTHWEST ABUTMENT OF
 EJ0208'TRESTLE 33, 28 FEET SOUTHWEST OF SOUTHWEST RAIL A STANDARD DISK,
 EJ0208'STAMPED FAD 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0208
 EJ0208                          STATION RECOVERY (1989)
 EJ0208
 EJ0208'RECOVERY NOTE BY US POWER SQUADRON 1989 (CB)
 EJ0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0209 ***********************************************************************
 EJ0209  DESIGNATION -  FAE
 EJ0209  PID         -  EJ0209
 EJ0209  STATE/COUNTY-  AR/LONOKE
 EJ0209  USGS QUAD   -  SCOTT (1987)
 EJ0209
 EJ0209                         *CURRENT SURVEY CONTROL
 EJ0209  ___________________________________________________________________
 EJ0209* NAD 83(1986)-  34 41 36.     (N)    092 05 41.     (W)     SCALED    
 EJ0209* NAVD 88     -        75.492  (meters)     247.68   (feet)  ADJUSTED  
 EJ0209  ___________________________________________________________________
 EJ0209  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0209  DYNAMIC HT  -          75.422 (meters)     247.45  (feet)  COMP
 EJ0209  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 EJ0209
 EJ0209  VERT ORDER  -  SECOND    CLASS 0
 EJ0209
 EJ0209.The horizontal coordinates were scaled from a topographic map and have
 EJ0209.an estimated accuracy of +/- 6 seconds.
 EJ0209
 EJ0209.The orthometric height was determined by differential leveling
 EJ0209.and adjusted by the National Geodetic Survey in June 1991..
 EJ0209
 EJ0209.The geoid height was determined by GEOID03.
 EJ0209
 EJ0209.The dynamic height is computed by dividing the NAVD 88
 EJ0209.geopotential number by the normal gravity value computed on the
 EJ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0209.degrees latitude (g = 980.6199 gals.).
 EJ0209
 EJ0209.The modeled gravity was interpolated from observed gravity values.
 EJ0209
 EJ0209;                    North         East    Units  Estimated Accuracy
 EJ0209;SPC AR S     -   624,790.      391,320.      MT  (+/- 180 meters Scaled)
 EJ0209
 EJ0209                          SUPERSEDED SURVEY CONTROL
 EJ0209
 EJ0209  NGVD 29 (??/??/92)   75.531  (m)          247.80   (f) ADJ UNCH    2 0
 EJ0209
 EJ0209.Superseded values are not recommended for survey control.
 EJ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0209.See file dsdata.txt to determine how the superseded data were derived.
 EJ0209
 EJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU829394(NAD 83)
 EJ0209_MARKER: DB = BENCH MARK DISK
 EJ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0209_STAMPING: FAE 1934
 EJ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0209+STABILITY: SURFACE MOTION
 EJ0209
 EJ0209  HISTORY     - Date     Condition        Report By
 EJ0209  HISTORY     - 1934     MONUMENTED       CGS
 EJ0209  HISTORY     - 1937     GOOD             ARGS
 EJ0209  HISTORY     - 1989     GOOD             USPSQD
 EJ0209
 EJ0209                          STATION DESCRIPTION
 EJ0209
 EJ0209'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0209'0.2 MI SE FROM SCOTT.
 EJ0209'ABOUT 0.2 MILE SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EJ0209'THE STATION AT SCOTT ABOUT 957 FEET SOUTHEAST OF STATION 36 FEET EAST
 EJ0209'OF POLE 272-6 31 FEET NORTHEAST OF NORTHEAST RAIL 852 FEET SOUTHEAST
 EJ0209'OF OLD HIGHWAY 30 CROSSING 1 FOOT NORTHEAST OF NORTHEAST END OF
 EJ0209'SECTION HOUSE TOOL SHED NO. 107 A STANDARD DISK, STAMPED FAE 1934 AND
 EJ0209'SET IN TOP OF CONCRETE POST.
 EJ0209
 EJ0209                          STATION RECOVERY (1989)
 EJ0209
 EJ0209'RECOVERY NOTE BY US POWER SQUADRON 1989 (CB)
 EJ0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0210 ***********************************************************************
 EJ0210  DESIGNATION -  FAF
 EJ0210  PID         -  EJ0210
 EJ0210  STATE/COUNTY-  AR/LONOKE
 EJ0210  USGS QUAD   -  SCOTT (1987)
 EJ0210
 EJ0210                         *CURRENT SURVEY CONTROL
 EJ0210  ___________________________________________________________________
 EJ0210* NAD 83(1986)-  34 40 36.     (N)    092 04 51.     (W)     SCALED    
 EJ0210* NAVD 88     -        72.824  (meters)     238.92   (feet)  ADJUSTED  
 EJ0210  ___________________________________________________________________
 EJ0210  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EJ0210  DYNAMIC HT  -          72.756 (meters)     238.70  (feet)  COMP
 EJ0210  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 EJ0210
 EJ0210  VERT ORDER  -  SECOND    CLASS 0
 EJ0210
 EJ0210.The horizontal coordinates were scaled from a topographic map and have
 EJ0210.an estimated accuracy of +/- 6 seconds.
 EJ0210
 EJ0210.The orthometric height was determined by differential leveling
 EJ0210.and adjusted by the National Geodetic Survey in June 1991..
 EJ0210
 EJ0210.The geoid height was determined by GEOID03.
 EJ0210
 EJ0210.The dynamic height is computed by dividing the NAVD 88
 EJ0210.geopotential number by the normal gravity value computed on the
 EJ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0210.degrees latitude (g = 980.6199 gals.).
 EJ0210
 EJ0210.The modeled gravity was interpolated from observed gravity values.
 EJ0210
 EJ0210;                    North         East    Units  Estimated Accuracy
 EJ0210;SPC AR S     -   622,940.      392,590.      MT  (+/- 180 meters Scaled)
 EJ0210
 EJ0210                          SUPERSEDED SURVEY CONTROL
 EJ0210
 EJ0210  NGVD 29 (??/??/92)   72.863  (m)          239.05   (f) ADJ UNCH    2 0
 EJ0210
 EJ0210.Superseded values are not recommended for survey control.
 EJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0210.See file dsdata.txt to determine how the superseded data were derived.
 EJ0210
 EJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU842375(NAD 83)
 EJ0210_MARKER: DB = BENCH MARK DISK
 EJ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0210_STAMPING: FAF 1934
 EJ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0210+STABILITY: SURFACE MOTION
 EJ0210
 EJ0210  HISTORY     - Date     Condition        Report By
 EJ0210  HISTORY     - 1934     MONUMENTED       CGS
 EJ0210  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0210
 EJ0210                          STATION DESCRIPTION
 EJ0210
 EJ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0210'1.4 MI SE FROM SCOTT.
 EJ0210'1.4 MILES SOUTHEAST OF, ALONG S.L.S.RY. FROM STATION 65.3 FEET
 EJ0210'SOUTHWEST OF CENTERLINE OF ST. HWY. NO. 30.  55 FEET SOUTHEAST OF
 EJ0210'CENTERLINE OF EAST-WEST DIRT ROAD CROSSING.  50 FEET NORTHWEST OF
 EJ0210'M.P.270-23.  24.9 FEET NORTHEAST OF CENTERLINE OF ST. LOUIS,
 EJ0210'SOUTHWESTERN RY.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0210
 EJ0210                          STATION RECOVERY (1989)
 EJ0210
 EJ0210'RECOVERY NOTE BY US POWER SQUADRON 1989 (CB)
 EJ0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0211 ***********************************************************************
 EJ0211  DESIGNATION -  FAG
 EJ0211  PID         -  EJ0211
 EJ0211  STATE/COUNTY-  AR/LONOKE
 EJ0211  USGS QUAD   -  SCOTT (1987)
 EJ0211
 EJ0211                         *CURRENT SURVEY CONTROL
 EJ0211  ___________________________________________________________________
 EJ0211* NAD 83(1986)-  34 39 44.     (N)    092 04 03.     (W)     SCALED    
 EJ0211* NAVD 88     -        72.651  (meters)     238.36   (feet)  ADJUSTED  
 EJ0211  ___________________________________________________________________
 EJ0211  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ0211  DYNAMIC HT  -          72.583 (meters)     238.13  (feet)  COMP
 EJ0211  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 EJ0211
 EJ0211  VERT ORDER  -  SECOND    CLASS 0
 EJ0211
 EJ0211.The horizontal coordinates were scaled from a topographic map and have
 EJ0211.an estimated accuracy of +/- 6 seconds.
 EJ0211
 EJ0211.The orthometric height was determined by differential leveling
 EJ0211.and adjusted by the National Geodetic Survey in June 1991..
 EJ0211
 EJ0211.The geoid height was determined by GEOID03.
 EJ0211
 EJ0211.The dynamic height is computed by dividing the NAVD 88
 EJ0211.geopotential number by the normal gravity value computed on the
 EJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0211.degrees latitude (g = 980.6199 gals.).
 EJ0211
 EJ0211.The modeled gravity was interpolated from observed gravity values.
 EJ0211
 EJ0211;                    North         East    Units  Estimated Accuracy
 EJ0211;SPC AR S     -   621,340.      393,810.      MT  (+/- 180 meters Scaled)
 EJ0211
 EJ0211                          SUPERSEDED SURVEY CONTROL
 EJ0211
 EJ0211  NGVD 29 (??/??/92)   72.691  (m)          238.49   (f) ADJ UNCH    2 0
 EJ0211
 EJ0211.Superseded values are not recommended for survey control.
 EJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0211.See file dsdata.txt to determine how the superseded data were derived.
 EJ0211
 EJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU854359(NAD 83)
 EJ0211_MARKER: DB = BENCH MARK DISK
 EJ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0211_STAMPING: FAG 1934
 EJ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0211+STABILITY: SURFACE MOTION
 EJ0211
 EJ0211  HISTORY     - Date     Condition        Report By
 EJ0211  HISTORY     - 1934     MONUMENTED       CGS
 EJ0211  HISTORY     - 198412   MARK NOT FOUND   USGS
 EJ0211  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0211
 EJ0211                          STATION DESCRIPTION
 EJ0211
 EJ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0211'0.8 MI NW FROM TOLTEC.
 EJ0211'0.8 MILE NORTHWEST OF, ALONG S.L.S.W.RY. FROM STATION ABOUT 350 FEET
 EJ0211'SOUTHEAST OF HAMITER STATION SIGNBOARD.  57 FEET SOUTHWEST OF
 EJ0211'SOUTHWEST EDGE OF ST. HWY. 30.  44.4 FEET NORTHEAST OF CENTERLINE OF
 EJ0211'ST. LOUIS, SOUTHWESTERN RY.  25 FEET NORTH OF M.P.269-16.  TABLET SET
 EJ0211'IN PRECAST CONCRETE POST.
 EJ0211
 EJ0211                          STATION RECOVERY (1984)
 EJ0211
 EJ0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0211'MARK NOT FOUND.
 EJ0211
 EJ0211                          STATION RECOVERY (1989)
 EJ0211
 EJ0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (CB)
 EJ0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9664 ***********************************************************************
 DE9664  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9664  DESIGNATION -  FAIR LDG
 DE9664  PID         -  DE9664
 DE9664  STATE/COUNTY-  AR/PHILLIPS
 DE9664  USGS QUAD   -  ELAINE (1982)
 DE9664
 DE9664                         *CURRENT SURVEY CONTROL
 DE9664  ___________________________________________________________________
 DE9664* NAD 83(1997)-  34 15 25.88780(N)    090 50 35.64356(W)     ADJUSTED  
 DE9664* NAVD 88     -        58.91   (meters)     193.3    (feet)  GPS OBS   
 DE9664  ___________________________________________________________________
 DE9664  X           -     -77,664.044 (meters)                     COMP
 DE9664  Y           -  -5,276,707.241 (meters)                     COMP
 DE9664  Z           -   3,570,080.259 (meters)                     COMP
 DE9664  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DE9664  ELLIP HEIGHT-          32.15  (meters)          (01/24/03) GPS OBS
 DE9664  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DE9664
 DE9664  HORZ ORDER  -  FIRST
 DE9664  ELLP ORDER  -  SECOND    CLASS II
 DE9664
 DE9664.The horizontal coordinates were established by GPS observations
 DE9664.and adjusted by the National Geodetic Survey in January 2003..
 DE9664
 DE9664.The orthometric height was determined by GPS observations and a
 DE9664.high-resolution geoid model using precise GPS observation and
 DE9664.processing techniques.
 DE9664
 DE9664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9664
 DE9664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9664
 DE9664.The ellipsoidal height was determined by GPS observations
 DE9664.and is referenced to NAD 83.
 DE9664
 DE9664.The geoid height was determined by GEOID03.
 DE9664
 DE9664;                    North         East     Units Scale Factor Converg.
 DE9664;SPC AR S     -   577,011.285   506,534.244   MT  0.99992600   +0 38 50.8
 DE9664;SPC AR S     - 1,893,077.86  1,661,854.43   sFT  0.99992600   +0 38 50.8
 DE9664;UTM  15      - 3,792,777.978   698,587.680   MT  1.00008615   +1 12 52.1
 DE9664
 DE9664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9664!SPC AR S     -   0.99999495  x   0.99992600  =   0.99992095
 DE9664!UTM  15      -   0.99999495  x   1.00008615  =   1.00008110
 DE9664
 DE9664                          SUPERSEDED SURVEY CONTROL
 DE9664
 DE9664.No superseded survey control is available for this station.
 DE9664
 DE9664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9858892778(NAD 83)
 DE9664_MARKER: F = FLANGE-ENCASED ROD
 DE9664_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9664+WITH SETTING: INFORMATION.
 DE9664_STAMPING: FAIR LANDING GAGE REF 2001
 DE9664_MARK LOGO: USACE 
 DE9664_PROJECTION: RECESSED 30 CENTIMETERS
 DE9664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9664+STABILITY: SURFACE MOTION
 DE9664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9664+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 DE9664_ROD/PIPE-DEPTH:  2.1 meters
 DE9664
 DE9664  HISTORY     - Date     Condition        Report By
 DE9664  HISTORY     - 2001     MONUMENTED       USACE
 DE9664  HISTORY     - 20011018 GOOD             3001
 DE9664
 DE9664                          STATION DESCRIPTION
 DE9664
 DE9664'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9664'THIS STATION IS LOCATED IN ELAINE, AR. (PHILIPS COUNTY), 9.10 MILES
 DE9664'SOUTH OF WAHASH, AR., 3.5
 DE9664'MILES SOUTH-SOUTHEAST OF ELAINE, AR., 6.7 MILES EAST-NORTHEAST OF
 DE9664'MELLWOOD, AR.
 DE9664' 
 DE9664'TO REACH THE STATION FROM THE INTERSECTION OF HWY 20 AND HWY 44 IN
 DE9664'ELAINE, AR, PROCEED
 DE9664'SOUTH ALONG HWY 44 FOR 1.75 MILES TO PHILLIPS COUNTY ROAD 507, TURN
 DE9664'LEFT AND PROCEED
 DE9664'ALONG P.C. 507 FOR 1 MILE TO P.C. 506, TURN LEFT AND PROCEED EAST ON
 DE9664'P.C. RD 506 FOR 1.4 MILES
 DE9664'TO THE TOP OF LEVEE.  TURN RIGHT AND PROCEED ALONG TOP OF LEVEE FOR
 DE9664'0.85 MILES AND THE
 DE9664'MARK IS ON THE LEFT.
 DE9664' 
 DE9664'THE STATION IS A MEMPHIS DISTRICT C.O.E. ALUMINUM DISK, ON A 7 FOOT
 DE9664'ROD, STAMPED FAIRLDG
 DE9664'GAGE REF 2001, 1.0 FEET BELOW GROUND.  MARK IS 21.8 FEET NORTH OF PP
 DE9664'7R32, 22 FEET SOUTH
 DE9664'OF INTERSECTION OF CENTERLINE OF LEVEE AND CENTERLINE SPUR LEVEE
 DE9664'ROADS.
 DE9664' 
 DE9664'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1815 ***********************************************************************
 FF1815  DESIGNATION -  FAIR OAKS EMPIRE RICE MILL TK
 FF1815  PID         -  FF1815
 FF1815  STATE/COUNTY-  AR/CROSS
 FF1815  USGS QUAD   -  FAIR OAKS (1971)
 FF1815
 FF1815                         *CURRENT SURVEY CONTROL
 FF1815  ___________________________________________________________________
 FF1815* NAD 83(1997)-  35 14 19.86989(N)    091 01 53.32822(W)     ADJUSTED  
 FF1815* NAVD 88     -                                                        
 FF1815  ___________________________________________________________________
 FF1815  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 FF1815  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1815
 FF1815  HORZ ORDER  -  THIRD
 FF1815
 FF1815.The horizontal coordinates were established by classical geodetic methods
 FF1815.and adjusted by the National Geodetic Survey in September 1999..
 FF1815
 FF1815
 FF1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1815
 FF1815.The geoid height was determined by GEOID03.
 FF1815
 FF1815;                    North         East     Units Scale Factor Converg.
 FF1815;SPC AR N     -   100,893.122   488,151.246   MT  0.99995400   +0 33 48.9
 FF1815;SPC AR N     -   331,013.52  1,601,542.88   sFT  0.99995400   +0 33 48.9
 FF1815;UTM  15      - 3,901,307.253   679,119.034   MT  0.99999541   +1 08 10.0
 FF1815
 FF1815                          SUPERSEDED SURVEY CONTROL
 FF1815
 FF1815  NAD 83(1986)-  35 14 19.87980(N)    091 01 53.32647(W) AD(       ) 4
 FF1815  NAD 27      -  35 14 19.56300(N)    091 01 52.89400(W) AD(       ) 3
 FF1815
 FF1815.Superseded values are not recommended for survey control.
 FF1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1815.See file dsdata.txt to determine how the superseded data were derived.
 FF1815
 FF1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7911901307(NAD 83)
 FF1815_MARKER: 53 = ELEVATED TANK
 FF1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1815+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 FF1815
 FF1815  HISTORY     - Date     Condition        Report By
 FF1815  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1815  HISTORY     - 20030322 GOOD             GEOCAC
 FF1815
 FF1815                          STATION DESCRIPTION
 FF1815
 FF1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1815'THE STATION IS LOCATED IN THE SOUTH EDGE OF FAIR OAKS.  THE
 FF1815'TANK IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS, PAINTED
 FF1815'ALUMINUM AND ABOUT 110 FEET HIGH.  THE POINT INTERSECTED WAS
 FF1815'THE APEX OF THE TOWER.
 FF1815
 FF1815                          STATION RECOVERY (2003)
 FF1815
 FF1815'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 FF1815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1814 ***********************************************************************
 FF1814  DESIGNATION -  FAIR OAKS RICE GROWERS ELEV
 FF1814  PID         -  FF1814
 FF1814  STATE/COUNTY-  AR/CROSS
 FF1814  USGS QUAD   -  FAIR OAKS (1971)
 FF1814
 FF1814                         *CURRENT SURVEY CONTROL
 FF1814  ___________________________________________________________________
 FF1814* NAD 83(1997)-  35 14 44.10448(N)    091 01 49.24116(W)     ADJUSTED  
 FF1814* NAVD 88     -                                                        
 FF1814  ___________________________________________________________________
 FF1814  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FF1814  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1814
 FF1814  HORZ ORDER  -  THIRD
 FF1814
 FF1814.The horizontal coordinates were established by classical geodetic methods
 FF1814.and adjusted by the National Geodetic Survey in September 1999..
 FF1814
 FF1814
 FF1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1814
 FF1814.The geoid height was determined by GEOID03.
 FF1814
 FF1814;                    North         East     Units Scale Factor Converg.
 FF1814;SPC AR N     -   101,640.931   488,247.219   MT  0.99995330   +0 33 51.3
 FF1814;SPC AR N     -   333,466.95  1,601,857.75   sFT  0.99995330   +0 33 51.3
 FF1814;UTM  15      - 3,902,056.015   679,207.532   MT  0.99999580   +1 08 13.0
 FF1814
 FF1814                          SUPERSEDED SURVEY CONTROL
 FF1814
 FF1814  NAD 83(1986)-  35 14 44.11369(N)    091 01 49.23847(W) AD(       ) 4
 FF1814  NAD 27      -  35 14 43.79800(N)    091 01 48.80600(W) AD(       ) 3
 FF1814
 FF1814.Superseded values are not recommended for survey control.
 FF1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1814.See file dsdata.txt to determine how the superseded data were derived.
 FF1814
 FF1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7920802056(NAD 83)
 FF1814_MARKER: 65 = GRAIN ELEVATOR
 FF1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1814+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 FF1814
 FF1814  HISTORY     - Date     Condition        Report By
 FF1814  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1814  HISTORY     - 20030322 GOOD             GEOCAC
 FF1814
 FF1814                          STATION DESCRIPTION
 FF1814
 FF1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1814'THE STATION IS LOCATED IN THE CENTER OF FAIR OAKS.  IT IS
 FF1814'COMPOSED OF SEVERAL CONCRETE CYLINDERS WITH A SMALL HOUSE
 FF1814'WHICH IS HIGHER AT THE NORTH END AND ABOUT 90 FEET HIGH.
 FF1814'THE POINT INTERSECTED WAS THE CENTER OF THE HOUSE.
 FF1814
 FF1814                          STATION RECOVERY (2003)
 FF1814
 FF1814'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 FF1814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1422 ***********************************************************************
 DL1422  DESIGNATION -  FAIRVIEW
 DL1422  PID         -  DL1422
 DL1422  STATE/COUNTY-  AR/DALLAS
 DL1422  USGS QUAD   -  SPARKMAN NW (1985)
 DL1422
 DL1422                         *CURRENT SURVEY CONTROL
 DL1422  ___________________________________________________________________
 DL1422* NAD 83(1997)-  33 58 35.01977(N)    092 54 22.80888(W)     ADJUSTED  
 DL1422* NAVD 88     -        58.1    (meters)     191.     (feet)  VERTCON   
 DL1422  ___________________________________________________________________
 DL1422  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DL1422  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DL1422
 DL1422  HORZ ORDER  -  THIRD
 DL1422
 DL1422.The horizontal coordinates were established by classical geodetic methods
 DL1422.and adjusted by the National Geodetic Survey in September 1999..
 DL1422
 DL1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1422
 DL1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1422
 DL1422.The geoid height was determined by GEOID03.
 DL1422
 DL1422;                    North         East     Units Scale Factor Converg.
 DL1422;SPC AR S     -   545,635.345   316,253.087   MT  0.99991898   -0 30 26.2
 DL1422;SPC AR S     - 1,790,138.63  1,037,573.67   sFT  0.99991898   -0 30 26.2
 DL1422;UTM  15      - 3,759,542.590   508,652.079   MT  0.99960092   +0 03 08.4
 DL1422
 DL1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1422!SPC AR S     -   0.99999505  x   0.99991898  =   0.99991403
 DL1422!UTM  15      -   0.99999505  x   0.99960092  =   0.99959597
 DL1422
 DL1422|---------------------------------------------------------------------|
 DL1422| PID    Reference Object                     Distance      Geod. Az  |
 DL1422|                                                           dddmmss.s |
 DL1422| CY6030 FAIRVIEW RM 1                        24.263 METERS 06328     |
 DL1422| CY6031 FAIRVIEW RM 2                        25.055 METERS 16454     |
 DL1422| CY6029 FAIRVIEW AZ MK                                     1820316.0 |
 DL1422|---------------------------------------------------------------------|
 DL1422
 DL1422                          SUPERSEDED SURVEY CONTROL
 DL1422
 DL1422  NAD 83(1997)-  33 58 35.02922(N)    092 54 22.80059(W) AD(       ) 3
 DL1422  NAD 83(1986)-  33 58 35.02967(N)    092 54 22.80062(W) AD(       ) 3
 DL1422  NAD 27      -  33 58 34.66820(N)    092 54 22.20080(W) AD(       ) 3
 DL1422  NGVD 29 (07/19/86)   58.1    (m)          191.     (f) VERT ANG       
 DL1422
 DL1422.Superseded values are not recommended for survey control.
 DL1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1422.See file dsdata.txt to determine how the superseded data were derived.
 DL1422
 DL1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0865259543(NAD 83)
 DL1422_MARKER: DS = TRIANGULATION STATION DISK
 DL1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1422
 DL1422  HISTORY     - Date     Condition        Report By
 DL1422  HISTORY     - 1957     MONUMENTED       CGS
 DL1422  HISTORY     - 1964     GOOD             CGS
 DL1422
 DL1422                          STATION DESCRIPTION
 DL1422
 DL1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1422'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHWEST OF
 DL1422'SPARKMAN AND ABOUT 2 MILES EAST OF THE OUACHITA RIVER.  THE
 DL1422'STATION MARK IS 61 FEET WEST OF A 24 INCH TRIANGLE BLAZED
 DL1422'OAK TREE, 34 FEET WEST OF THE CENTER OF A CURVE IN A GRAVELED
 DL1422'ROAD AND 9 FEET EAST OF FENCE CORNER.  IT IS STAMPED FAIRVIEW
 DL1422'1957 AND PROJECTS 2 INCHES.
 DL1422'
 DL1422'REFERENCE MARK NO. 1 IS 34 FEET NORTH-NORTHWEST OF A 24 INCH
 DL1422'TRIANGLE BLAZED OAK TREE AND 16 FEET NORTH OF THE CENTER OF
 DL1422'A GRAVELED ROAD.  IT IS STAMPED FAIRVIEW NO 1 1957 AND PROJECTS
 DL1422'3 INCHES.
 DL1422'
 DL1422'REFERENCE MARK NO. 2 IS 17 FEET EAST OF THE CENTER OF A
 DL1422'GRAVELED ROAD AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED
 DL1422'FAIRVIEW NO 2 1957 AND PROJECTS 4 INCHES.
 DL1422'
 DL1422'AZIMUTH MARK IS 14 FEET WEST OF THE CENTER OF A GRAVELED
 DL1422'ROAD AND 6 FEET NORTHWEST OF A FENCE CORNER.  IT IS STAMPED
 DL1422'FAIRVIEW 1957 AND PROJECTS 4 INCHES.
 DL1422'
 DL1422'TO REACH STATION FROM THE MERCHANTS AND PLANTERS BANK IN
 DL1422'SPARKMAN GO WEST ON STATE HIGHWAY 7 FOR 3.95 MILES TO SIDE
 DL1422'ROAD LEFT, TURN LEFT NORTHWEST AND GO FOR 0.85 MILE TO FORKS,
 DL1422'TAKE RIGHT FORK AND GO FOR 0.55 MILE TO FORK, TAKE LEFT FORK
 DL1422'AND GO FOR 0.8 MILE TO FORK, TAKE LEFT FORK AND GO FOR 0.15 MILE
 DL1422'TO CURVE IN ROAD AND STATION ON RIGHT AS DESCRIBED.
 DL1422'
 DL1422'TO REACH AZIMUTH MARK FROM STATION GO SOUTH ON THE GRAVELED
 DL1422'ROAD FOR 0.4 MILE TO A FENCE CORNER AND AZIMUTH MARK ON RIGHT
 DL1422'AS DESCRIBED.
 DL1422'
 DL1422'HEIGHT OF LIGHT ABOVE STATION MARK 14.32 METERS.
 DL1422
 DL1422                          STATION RECOVERY (1964)
 DL1422
 DL1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1422'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1422'CONDITION.  A METAL WITNESS POST WAS SET 1.2 FEET WEST OF THE
 DL1422'STATION MARK.  THIS SHOULD HELP IN THE RECOVERY OF THE STATION
 DL1422'AS THE AREA IS GROWN UP IN BRUSH AND BRIERS.
 DL1422'
 DL1422'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1422'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1405 ***********************************************************************
 DL1405  DESIGNATION -  FAIRVIEW SCHOOL WATER TANK
 DL1405  PID         -  DL1405
 DL1405  STATE/COUNTY-  AR/OUACHITA
 DL1405  USGS QUAD   -  CAMDEN (1985)
 DL1405
 DL1405                         *CURRENT SURVEY CONTROL
 DL1405  ___________________________________________________________________
 DL1405* NAD 83(1997)-  33 32 08.73175(N)    092 50 22.46325(W)     ADJUSTED  
 DL1405* NAVD 88     -                                                        
 DL1405  ___________________________________________________________________
 DL1405  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DL1405  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1405
 DL1405  HORZ ORDER  -  THIRD
 DL1405
 DL1405.The horizontal coordinates were established by classical geodetic methods
 DL1405.and adjusted by the National Geodetic Survey in September 1999..
 DL1405
 DL1405
 DL1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1405
 DL1405.The geoid height was determined by GEOID03.
 DL1405
 DL1405;                    North         East     Units Scale Factor Converg.
 DL1405;SPC AR S     -   496,713.265   322,021.120   MT  0.99995609   -0 28 11.6
 DL1405;SPC AR S     - 1,629,633.44  1,056,497.62   sFT  0.99995609   -0 28 11.6
 DL1405;UTM  15      - 3,710,695.298   514,895.188   MT  0.99960274   +0 05 19.1
 DL1405
 DL1405                          SUPERSEDED SURVEY CONTROL
 DL1405
 DL1405  NAD 83(1997)-  33 32 08.74100(N)    092 50 22.45593(W) AD(       ) 4
 DL1405  NAD 83(1986)-  33 32 08.74377(N)    092 50 22.45554(W) AD(       ) 4
 DL1405  NAD 27      -  33 32 08.32700(N)    092 50 21.86900(W) AD(       ) 3
 DL1405
 DL1405.Superseded values are not recommended for survey control.
 DL1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1405.See file dsdata.txt to determine how the superseded data were derived.
 DL1405
 DL1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1489510695(NAD 83)
 DL1405_MARKER: 51 = TANK
 DL1405
 DL1405  HISTORY     - Date     Condition        Report By
 DL1405  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1405
 DL1405                          STATION DESCRIPTION
 DL1405
 DL1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1405'THE STATION IS A WATER TANK LOCATED ON THE GROUNDS OF THE
 DL1405'FAIRVIEW SCHOOL IN FAIRVIEW.  THE TANK IS OF ALL STEEL CONSTRUCTION,
 DL1405'PAINTED SILVER AND WAS BUILT IN 1934.  A SILVER BALL AT THE TOP
 DL1405'IS THE OBJECT SIGHTED UPON.
 DL1405'
 DL1405'THE TANK IS 108 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0831 ***********************************************************************
 GF0831  DESIGNATION -  FAIRWELL
 GF0831  PID         -  GF0831
 GF0831  STATE/COUNTY-  AR/CARROLL
 GF0831  USGS QUAD   -  BLUE EYE (1972)
 GF0831
 GF0831                         *CURRENT SURVEY CONTROL
 GF0831  ___________________________________________________________________
 GF0831* NAD 83(1997)-  36 23 34.68063(N)    093 22 58.37731(W)     ADJUSTED  
 GF0831* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 GF0831  ___________________________________________________________________
 GF0831  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 GF0831  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0831
 GF0831  HORZ ORDER  -  SECOND
 GF0831
 GF0831.The horizontal coordinates were established by classical geodetic methods
 GF0831.and adjusted by the National Geodetic Survey in September 1999..
 GF0831
 GF0831.The orthometric height was scaled from a topographic map.
 GF0831
 GF0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0831
 GF0831.The geoid height was determined by GEOID03.
 GF0831
 GF0831;                    North         East     Units Scale Factor Converg.
 GF0831;SPC AR N     -   229,381.238   275,935.407   MT  1.00003546   -0 48 16.9
 GF0831;SPC AR N     -   752,561.61    905,298.08   sFT  1.00003546   -0 48 16.9
 GF0831;SPC MO C     -    62,455.487   420,797.196   MT  1.00001060   -0 31 25.9
 GF0831;UTM  15      - 4,027,603.724   465,663.640   MT  0.99961453   -0 13 37.8
 GF0831
 GF0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0831!SPC AR N     -   0.99997116  x   1.00003546  =   1.00000661
 GF0831!SPC MO C     -   0.99997116  x   1.00001060  =   0.99998176
 GF0831!UTM  15      -   0.99997116  x   0.99961453  =   0.99958570
 GF0831
 GF0831|---------------------------------------------------------------------|
 GF0831| PID    Reference Object                     Distance      Geod. Az  |
 GF0831|                                                           dddmmss.s |
 GF0831| CI0880 FAIRWELL RM 3                        19.458 METERS 03046     |
 GF0831| CI0878 FAIRWELL AZ MK 3                                   0910937.6 |
 GF0831| CI0876 FAIRWELL AZ MK                                     0912002.6 |
 GF0831| CI0879 FAIRWELL RM 1                        28.170 METERS 10532     |
 GF0831| GF0830 WALKER                               55.250 METERS 20227     |
 GF0831| GF0829 GREEN FOREST MUNICIPAL TANK         APPROX. 8.0 KM 2161239.3 |
 GF0831| CI0877 FAIRWELL AZ MK 2                                   3580838.8 |
 GF0831|---------------------------------------------------------------------|
 GF0831
 GF0831                          SUPERSEDED SURVEY CONTROL
 GF0831
 GF0831  NAD 83(1997)-  36 23 34.68729(N)    093 22 58.37594(W) AD(       ) 2
 GF0831  NAD 83(1997)-  36 23 34.69289(N)    093 22 58.37367(W) AD(       ) 2
 GF0831  NAD 83(1986)-  36 23 34.69267(N)    093 22 58.37473(W) AD(       ) 2
 GF0831  NAD 27      -  36 23 34.44880(N)    093 22 57.71110(W) AD(       ) 2
 GF0831
 GF0831.Superseded values are not recommended for survey control.
 GF0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0831.See file dsdata.txt to determine how the superseded data were derived.
 GF0831
 GF0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6566427604(NAD 83)
 GF0831_MARKER: DS = TRIANGULATION STATION DISK
 GF0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0831
 GF0831  HISTORY     - Date     Condition        Report By
 GF0831  HISTORY     - 1961     MONUMENTED       CGS
 GF0831  HISTORY     - 1963     GOOD             CGS
 GF0831  HISTORY     - 1970     GOOD             NGS
 GF0831  HISTORY     - 1972     GOOD             NGS
 GF0831  HISTORY     - 1972     GOOD             NGS
 GF0831  HISTORY     - 1987     GOOD             USPSQD
 GF0831
 GF0831                          STATION DESCRIPTION
 GF0831
 GF0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0831'NO MEASUREMENT BETWEEN RMS, FENCE ON LINE.
 GF0831'
 GF0831'ABOUT 4 MILES NORTH AND 2-3/4 MILES EAST OF GREEN FOREST,
 GF0831'ABOUT 3/4 MILE WEST OF THE VILLAGE OF FAIRWELL, IN THE
 GF0831'SOUTHWEST 1/4 OF SEC. 13, T. 20 N., R. 23 W., AND ON THE
 GF0831'PROPERTY OF MR. C.L. WALKER.  IT IS 144 FEET WEST OF THE
 GF0831'NORTHWEST CORNER OF A FRAME HOUSE, 68 FEET SOUTHWEST OF THE
 GF0831'CENTERLINE OF A DIRT ROAD, 49 FEET EAST OF A FENCE CORNER,
 GF0831'41 FEET WEST OF A WIRE FENCE, 34 FEET EAST OF A 16 INCH OAK
 GF0831'TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, 30 FEET
 GF0831'SOUTHWEST OF A 12 INCH OAK TREE, AND 13 FEET NORTH OF A
 GF0831'WIRE FENCE AND A WITNESS POST.  THE MONUMENT IS FLUSH AND
 GF0831'THE DISK IS STAMPED FAIRWELL 1961.
 GF0831'
 GF0831'TO REACH FROM THE NORTH SIDE OF THE SQUARE IN GREEN FOREST,
 GF0831'GO EAST ON U.S. HIGHWAY 62 FOR 0.15 MILE TO A CROSSROAD.
 GF0831'TURN LEFT AND GO NORTH ON A SURFACED ROAD FOR 0.5 MILE TO
 GF0831'THE END OF THE SURFACED ROAD AT A POINT WHERE THE ROAD TURNS
 GF0831'FROM NORTH TO EAST.  TURN RIGHT AND GO EAST ON A GRAVELED
 GF0831'ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GF0831'NORTHEASTERLY ON A GRAVELED ROAD FOR 2.2 MILES TO A SIDE ROAD
 GF0831'RIGHT.  CONTINUE NORTHEASTERLY ON THE GRAVELED ROAD FOR 1.4
 GF0831'MILES TO A SIDE ROAD LEFT AND A SCHOOL HOUSE ON THE RIGHT.
 GF0831'CONTINUE EAST AND NORTHEASTERLY ON THE GRAVELED ROAD FOR
 GF0831'2.2 MILES TO A T-ROAD.* TURN LEFT AND GO WEST ON A DIRT
 GF0831'ROAD FOR 0.05 MILE TO A WIRE GATE AT A POINT WHERE THE
 GF0831'DIRT ROAD TURNS FROM WEST TO NORTH AND THE STATION.
 GF0831'
 GF0831'*TO REACH THE AZIMUTH FROM THIS POINT, GO EAST ON THE GRAVELED
 GF0831'ROAD FOR 0.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 GF0831'
 GF0831'REFERENCE MARK 1 IS 52 FEET WEST OF THE NORTHWEST CORNER
 GF0831'OF THE FRAME HOUSE, 25 FEET SOUTH OF THE CENTERLINE OF THE
 GF0831'DIRT ROAD AND 4 FEET NORTH OF A WIRE FENCE.  THE MONUMENT
 GF0831'PROJECTS 4 INCHES AND THE DISK IS STAMPED FAIRWELL NO 1 1961.
 GF0831'
 GF0831'WALKER (USE) IS A U.S. ENGINEER DISK STAMPED WALKER 1942,
 GF0831'SET IN THE TOP OF A 6 INCH CONCRETE POST PROJECTING 4 INCHES.
 GF0831'IT IS 171 FEET SOUTH OF THE 16 INCH OAK TREE WITH THE TRIANGULAR
 GF0831'BLAZE, 48 FEET SOUTHWEST OF A FENCE CORNER AND 20 FEET WEST
 GF0831'OF A WIRE FENCE.
 GF0831'
 GF0831'THE AZIMUTH MARK IS 34 FEET EAST OF A T-FENCE CORNER, 22 FEET SOUTH
 GF0831'OF THE CENTERLINE OF A GRAVELED ROAD, 6 INCHES NORTH OF A
 GF0831'WIRE FENCE AND 1 FOOT WEST OF A WITNESS POST.  THE MONUMENT
 GF0831'PROJECTS 2 INCHES AND THE DISK IS STAMPED FAIRWELL 1961.
 GF0831'
 GF0831'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GF0831
 GF0831                          STATION RECOVERY (1963)
 GF0831
 GF0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 GF0831'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 GF0831'STATION IS ON LAND OWNED BY MR. RUSSELL E. KILBOURN AND MR.
 GF0831'KILBOURN REQUESTED THAT ONE OF THE REFERENCE MARKS BE MOVED.
 GF0831'A NEW HOUSE WAS BUILT NEAR THE STATION SITE AND THE REFERENCE
 GF0831'MARK WAS IN THE WAY OF LANDSCAPING OF FRONT YARD.
 GF0831'
 GF0831'THE STATION MARK IS 69 FEET NORTHWEST OF THE NORTHWEST CORNER
 GF0831'OF A NEW ROCK HOUSE, ABOUT MIDWAY BETWEEN TWO OAK TREES
 GF0831'THAT ARE CLOSE TOGETHER AND A SINGLE OAK TREE, ABOUT ON
 GF0831'LINE WITH THE EXTENDED CENTERLINE OF THE EAST-WEST ROAD
 GF0831'AND IS ABOUT FLUSH WITH THE GROUND.
 GF0831'
 GF0831'WALKER (USE) IS IN THE WEST EDGE OF A GARDEN PLOT AND PLANS
 GF0831'ARE TO ERECT A FENCE NEAR THIS MARK.  MEASUREMENTS COULD NOT
 GF0831'BE MADE TO THIS MARK AT THE TIME OF RECOVERY AS A WELL DRILLING
 GF0831'RIG HAD BEEN SET UP ON LINE.  THE DIRECTION TO THIS MARK
 GF0831'WAS OBSERVED FROM A LEVEL ROAD SET UP OVER THE MARK.
 GF0831'
 GF0831'R.M. NO. 3 IS NORTH-NORTHEAST OF THE STATION, 50.5 FEET
 GF0831'NORTH OF THE WEST ONE OF TWO OAK TREES, 20.5 FEET WEST OF
 GF0831'THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 1-1/2 FEET SOUTH
 GF0831'OF A METAL WITNESS POST.  MARK PROJECTS ABOUT 8 INCHES AND THE
 GF0831'DISK IS STAMPED FAIRWELL NO 3 1961.
 GF0831'
 GF0831'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD
 GF0831'CONDITION.  AT THE TIME OF RECOVERY THE LINE TO THE AZIMUTH
 GF0831'MARK WAS PARTLY OBSCURED BY TREES AND THE LINE BETWEEN THE
 GF0831'STATION AND THE AZIMUTH MARK WAS DIFFICULT TO OBSERVE.
 GF0831'
 GF0831'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM GREEN
 GF0831'FOREST IS ADEQUATE FOR RECOVERY.
 GF0831
 GF0831                          STATION RECOVERY (1970)
 GF0831
 GF0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GF0831'THE STATION MARK, REFERENCE MARK NO. 3, WALKER (USE), AND
 GF0831'THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 GF0831'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY
 GF0831'CONSTRUCTION AND WAS MOVED AT THE REQUEST OF THE ARKANSAS
 GF0831'STATE HIGHWAY DEPARTMENT.  THE DISTANCE AND DIRECTION TO WALKER
 GF0831'(USE) COULD NOT BE CHECKED DUE TO MACHINERY ON LINE.  THE
 GF0831'DISTANCE TO REFERENCE MARK NO. 3 FAILED TO CHECK BY 0.05
 GF0831'FEET BUT THE DIRECTION CHECKED.
 GF0831'
 GF0831'A NEW AZIMUTH MARK WAS SET.
 GF0831'
 GF0831'TO REACH THE STATION FROM THE NORTH SIDE OF THE SQUARE IN
 GF0831'GREEN FOREST, GO EAST ON U.S. HIGHWAY 62 FOR 0.15 MILE TO
 GF0831'THE JUNCTION OF STATE HIGHWAY 311.  TURN LEFT AND GO NORTH,
 GF0831'EAST, AND NORTHEAST ON STATE HIGHWAY 311 FOR 4.2 MILES TO A
 GF0831'SIDE ROAD ON THE LEFT AND A SCHOOLHOUSE ON THE RIGHT.  CONTINUE
 GF0831'EAST AND NORTHEAST ON STATE HIGHWAY 311 FOR 1.7 MILES TO A
 GF0831'T-INTERSECTION.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 311
 GF0831'FOR 0.45 MILE TO MR. RUSSELL E. KILBOURN ROCK HOUSE ON THE
 GF0831'LEFT AND THE STATION NORTHWEST OF THE HOUSE.
 GF0831'
 GF0831'STATION MARK, A STANDARD DISK STAMPED FAIRWELL 1961, IS SET
 GF0831'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GF0831'IT IS 69 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 GF0831'37 FEET SOUTHWEST OF THE SOUTH GATE POST NORTHWEST OF THE
 GF0831'HOUSE, AND 19.5 FEET WEST OF A BOARD FENCE.  THE UNDERGROUND
 GF0831'MARK WAS NOT INSPECTED.
 GF0831'
 GF0831'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FAIRWELL NO. 3 1961,
 GF0831'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 GF0831'4 INCHES.  IT IS 28 FEET NORTH-NORTHWEST OF THE NORTH GATE
 GF0831'POST NORTHWEST OF THE HOUSE, 4 FEET WEST OF THE BOARD FENCE,
 GF0831'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 GF0831'
 GF0831'WALKER (USE), IS A U.S. ENGINEER DISK STAMPED WALKER 1942,
 GF0831'SET IN THE TOP OF A 6-INCH ROUND CONCRETE POST WHICH PROJECTS
 GF0831'4 INCHES.  IT IS AT THE WEST EDGE OF A GARDEN PLOT AND 7
 GF0831'FEET EAST OF THE NORTHEAST CORNER OF A MACHINE SHED WITH METAL
 GF0831'SIDING.
 GF0831'
 GF0831'AZIMUTH MARK, A STANDARD DISK STAMPED FAIRWELL 1961 1970, IS
 GF0831'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 GF0831'IT IS 67 FEET EAST OF A T-FENCE CORNER, 15 FEET SOUTH OF THE
 GF0831'CENTER OF A BLADED ROAD, 11 FEET WEST-NORTHWEST OF AN OAK
 GF0831'TREE, 1 FOOT NORTH OF A FENCE, AND 1 FOOT EAST OF A METAL
 GF0831'WITNESS POST.
 GF0831'
 GF0831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A BLADED
 GF0831'ROAD FOR 0.5 MILE TO WHERE THE ROAD CURVES WEST.  TURN LEFT
 GF0831'AND GO WEST ON BLADED ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.
 GF0831'
 GF0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3/4
 GF0831'MILE WEST OF FAIRWELL.
 GF0831
 GF0831                          STATION RECOVERY (1972)
 GF0831
 GF0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0831'THE STATION MARK, REFERENCE MARK 3 AND THE U.S. ENGINEER
 GF0831'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1961
 GF0831'AZIMUTH MARK WAS DESTROYED WHEN COUNTY ROAD 311 WAS WIDENED
 GF0831'AND SURFACED IN 1971.  THE DISTANCES AND DIRECTIONS TO THE
 GF0831'MARKS COMPARED FAVORABLY WITH THE 1963 DATA.  A NEW AZIMUTH
 GF0831'MARK WAS ESTABLISHED THIS DATE.  FOLLOWING IS A NEW COMPLETE
 GF0831'DESCRIPTION.
 GF0831'
 GF0831'THE STATION IS ABOUT 4 MILES NORTH AND 2-3/4 MILES EAST OF GREEN
 GF0831'FOREST, IN THE SOUTHWEST QUARTER OF SECTION 13, T 20 N,
 GF0831'R 23 W, AND IN THE FARM YARD OWNED BY MR. RUSSELL E. KILBOURN,
 GF0831'GREEN FOREST, ARKANSAS.
 GF0831'
 GF0831'TO REACH THE STATION FROM THE POST OFFICE IN GREEN FOREST, GO
 GF0831'EAST ON U.S. HIGHWAY 62 FOR 0.35 MILE TO THE JUNCTION OF
 GF0831'COUNTY ROAD 311 ON THE LEFT.  TURN LEFT AND GO NORTH AND
 GF0831'EAST ON COUNTY ROAD 311 FOR 2.9 MILES TO AN OLD SCHOOL BUILDING
 GF0831'ON THE RIGHT.  CONTINUE EASTERLY ON COUNTY ROAD 311 FOR 2.05 MILE
 GF0831'TO A GRAVELED ROAD SHARP LEFT.  TURN LEFT AND GO NORTHWEST AND
 GF0831'WEST FOR 0.05 MILE TO A LARGE ROCK HOUSE ON THE LEFT AND THE
 GF0831'STATION IN FENCED AREA NORTHWEST OF THE HOUSE.
 GF0831'
 GF0831'THE STATION MARK IS A STANDARD DISK STAMPED FAIRWELL 1961,
 GF0831'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 GF0831'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 69 FEET
 GF0831'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 34 FEET EAST
 GF0831'OF A 20-INCH OAK TREE, 30 FEET WEST OF THE NORTHWEST ONE
 GF0831'OF TWO OAK TREES, 20 FEET NORTH-NORTHWEST OF A BOARD FENCE
 GF0831'AND 5 FEET SOUTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY
 GF0831'LEADING TO CHICKEN BARNS.
 GF0831'
 GF0831'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FAIRWELL NO 3
 GF0831'1961, SET IN THE TOP OF 12-INCH SQUARE CONCRETE MONUMENT
 GF0831'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 52
 GF0831'FEET NORTH OF THE NORTHWEST ONE OF THE TWO OAK TREES, 28
 GF0831'FEET NORTH OF THE NORTH GATE POST, 4.5 FEET WEST OF A BOARD FENCE
 GF0831'AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 GF0831'
 GF0831'THE USE MARK IS A U.S. ENGINEER DEPARTMENT DISK STAMPED
 GF0831'WALKER 1942, SET IN THE TOP OF A 6 INCH CYLINDRICAL PIPE
 GF0831'FILLED WITH CONCRETE AND PROJECTS 4 INCHES ABOVE THE GROUND
 GF0831'SURFACE.  IT IS 110 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GF0831'HOUSE, 7 FEET EAST OF THE NORTHEAST CORNER OF A METAL
 GF0831'BUILDING AND 1 FOOT WEST OF THE WEST EDGE OF A GARDEN PLOT.
 GF0831'
 GF0831'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIRWELL 1961
 GF0831'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 GF0831'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 113 FEET SOUTH OF A
 GF0831'POWER POLE, 29 FEET EAST OF THE CENTER OF A T-JUNCTION, 3 FEET
 GF0831'NORTH OF A 12-INCH TREE AND 1.5 FEET NORTH OF A METAL WITNESS
 GF0831'POST.
 GF0831'
 GF0831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND SOUTHEAST
 GF0831'ON THE GRAVELED ROAD FOR 0.05 MILE TO COUNTY ROAD 311, BEAR
 GF0831'LEFT AND GO EAST ON COUNTY ROAD 311 FOR 0.7 MILE TO A T-JUNCTION,
 GF0831'A COUNTRY STORE ON THE LEFT AND THE AZIMUTH MARK STRAIGHT AHEAD
 GF0831'ON ROAD RIGHT-OF-WAY.
 GF0831'
 GF0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 GF0831'NORTH AND 2-3/4 MILES EAST OF GREEN FOREST.
 GF0831
 GF0831                          STATION RECOVERY (1972)
 GF0831
 GF0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0831'WHEN THIS STATION WAS VISITED IN THE EARLY PART OF 1972 THE
 GF0831'RECOVERY PARTY DID NOT HAVE THE 1970 RECOVERY DESCRIPTION
 GF0831'AND A NEW AZIMUTH MARK WAS ESTABLISHED AND STAMPED FAIRWELL
 GF0831'1961 1972, THEN LATER LEARNED THAT A NEW AZIMUTH MARK WAS
 GF0831'ESTABLISHED IN 1970 BEING THE 1961 AZIMUTH MARK WAS IN THE
 GF0831'WAY OF ROAD CONSTRUCTION.  THIS DATE THE 1970 AZIMUTH MARK
 GF0831'WAS RECOVERED IN GOOD CONDITION AND THE ANGLE WAS OBSERVED
 GF0831'BETWEEN THE AZIMUTH MARKS AND THE 1961-1972 AZIMUTH MARK
 GF0831'WAS RESTAMPED TO READ FAIRWELL 1961 NO 2 1972.
 GF0831'
 GF0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES NORTH
 GF0831'AND 2-3/4 MILES EAST OF GREEN FOREST.
 GF0831
 GF0831                          STATION RECOVERY (1987)
 GF0831
 GF0831'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1442 ***********************************************************************
 DL1442  DESIGNATION -  FALCON
 DL1442  PID         -  DL1442
 DL1442  STATE/COUNTY-  AR/NEVADA
 DL1442  USGS QUAD   -  BODCAW (1973)
 DL1442
 DL1442                         *CURRENT SURVEY CONTROL
 DL1442  ___________________________________________________________________
 DL1442* NAD 83(1997)-  33 30 13.13553(N)    093 24 41.61968(W)     ADJUSTED  
 DL1442* NAVD 88     -       135.32   (+/-2cm)     444.0    (feet)  VERTCON   
 DL1442  ___________________________________________________________________
 DL1442  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DL1442  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL1442
 DL1442  HORZ ORDER  -  FIRST
 DL1442  VERT ORDER  -  THIRD ? (See Below)
 DL1442
 DL1442.The horizontal coordinates were established by classical geodetic methods
 DL1442.and adjusted by the National Geodetic Survey in September 1999..
 DL1442
 DL1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1442.The vertical order pertains to the NGVD 29 superseded value.
 DL1442
 DL1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1442
 DL1442.The geoid height was determined by GEOID03.
 DL1442
 DL1442;                    North         East     Units Scale Factor Converg.
 DL1442;SPC AR S     -   493,736.418   268,848.922   MT  0.99996109   -0 47 24.1
 DL1442;SPC AR S     - 1,619,866.90    882,048.50   sFT  0.99996109   -0 47 24.1
 DL1442;UTM  15      - 3,707,199.540   461,773.475   MT  0.99961801   -0 13 37.8
 DL1442
 DL1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1442!SPC AR S     -   0.99998295  x   0.99996109  =   0.99994404
 DL1442!UTM  15      -   0.99998295  x   0.99961801  =   0.99960097
 DL1442
 DL1442:                Primary Azimuth Mark                     Grid Az
 DL1442:SPC AR S     -  COLLINS                                  015 11 08.2
 DL1442:UTM  15      -  COLLINS                                  014 37 21.9
 DL1442
 DL1442|---------------------------------------------------------------------|
 DL1442| PID    Reference Object                     Distance      Geod. Az  |
 DL1442|                                                           dddmmss.s |
 DL1442| DL1440 COLLINS                             APPROX.14.0 KM 0142344.1 |
 DL1442| CX5785 FALCON AZ MK                                       1821704.3 |
 DL1442| CX5786 FALCON RM 1                          41.101 METERS 19501     |
 DL1442| CX5787 FALCON RM 2                          30.605 METERS 30906     |
 DL1442|---------------------------------------------------------------------|
 DL1442
 DL1442                          SUPERSEDED SURVEY CONTROL
 DL1442
 DL1442  NAD 83(1997)-  33 30 13.14322(N)    093 24 41.61184(W) AD(       ) 1
 DL1442  NAD 83(1986)-  33 30 13.14600(N)    093 24 41.60866(W) AD(       ) 1
 DL1442  NAD 27      -  33 30 12.71500(N)    093 24 40.98000(W) AD(       ) 1
 DL1442  NGVD 29 (07/19/86)  135.34   (m)          444.0    (f) LEVELING    3  
 DL1442
 DL1442.Superseded values are not recommended for survey control.
 DL1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1442.See file dsdata.txt to determine how the superseded data were derived.
 DL1442
 DL1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6177307200(NAD 83)
 DL1442_MARKER: DS = TRIANGULATION STATION DISK
 DL1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1442
 DL1442  HISTORY     - Date     Condition        Report By
 DL1442  HISTORY     - 1950     MONUMENTED       CGS
 DL1442  HISTORY     - 1962     GOOD             CGS
 DL1442  HISTORY     - 1963     GOOD             CGS
 DL1442
 DL1442                          STATION DESCRIPTION
 DL1442
 DL1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1442'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF BODCAW AND
 DL1442'2.75 MILES NORTH OF FALCON ON LAND OWNED BY MR. GUY RILEY.
 DL1442'IT IS 125 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DL1442'HOUSE, 57 FEET EAST OF THE CENTER OF GRAVELED ROAD, 45 FEET
 DL1442'WEST OF THE SOUTHWEST CORNER OF BARN AND 31 FEET EAST OF
 DL1442'WOVEN WIRE FENCE.  IT IS STAMPED FALCON 1950 AND PROJECTS
 DL1442'5 INCHES.
 DL1442'
 DL1442'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION,
 DL1442'28 FEET EAST OF THE CENTER OF GRAVELED ROAD, 6 FEET WEST-NORTHWEST
 DL1442'OF GATE, 4 FEET NORTH OF BARN LOT FENCE CORNER AND 1 FOOT EAST
 DL1442'OF WOVEN WIRE FENCE.  IT IS STAMPED FALCON NO 1 1950 AND
 DL1442'PROJECTS 5 INCHES.
 DL1442'
 DL1442'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 34
 DL1442'FEET SOUTH OF THE CENTER OF ROAD, 28 FEET WEST OF THE CENTER
 DL1442'OF GRAVELED ROAD, 12 FEET EAST OF POWER LINE POLE AND 5 FEET
 DL1442'NORTH OF FENCE CORNER.  IT IS STAMPED FALCON NO 2 1950 AND
 DL1442'PROJECTS 6 INCHES.
 DL1442'
 DL1442'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO.
 DL1442'2 IS 198.3 FEET.
 DL1442'
 DL1442'THE AZIMUTH MARK IS SOUTH OF THE STATION, 20 FEET WEST OF
 DL1442'THE CENTER OF GRAVELED ROAD, 11 FEET NORTH OF THE CENTER OF
 DL1442'FARM DRIVEWAY, 1.5 FEET NORTH-NORTHEAST OF FENCE CORNER AND
 DL1442'1.5 FEET NORTH OF WITNESS POST.  IT IS STAMPED FALCON 1950 AND
 DL1442'PROJECTS 7 INCHES.
 DL1442'
 DL1442'TO REACH THE STATION FROM THE CROSSROADS ONE BLOCK EAST OF
 DL1442'THE CAUTION LIGHT ON U.S. HIGHWAY 82 IN BUCKNER, GO NORTH AND
 DL1442'EAST ON MAIN TRAVELED ROAD FOR 2.6 MILES TO POINT WHERE MAIN
 DL1442'ROAD TURNS TO THE LEFT, TURN LEFT AND GO NORTH ON MAIN ROAD
 DL1442'FOR 5.6 MILES TO SERVICE STATION AND STORE ON THE RIGHT,
 DL1442'CONTINUE NORTH ON MAIN ROAD FOR 1.4 MILES TO AZIMUTH MARK
 DL1442'ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON GRAVELED ROAD
 DL1442'FOR 1.5 MILES TO HOUSE AND BARN ON THE RIGHT AND STATION AS
 DL1442'DESCRIBED.
 DL1442'
 DL1442'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1442
 DL1442                          STATION RECOVERY (1962)
 DL1442
 DL1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DL1442'THE STATION AND R.M. NO. 1 WERE FOUND IN GOOD CONDITION.
 DL1442'R.M. NO. 2 WAS FOUND LYING ON ITS SIDE AND THE AZIMUTH MARK
 DL1442'HAD BEEN DESTROYED.  THIS MARK WAS FOUND LYING ON TOP OF THE
 DL1442'GROUND ALONG THE EDGE OF THE ROAD RIGHT OF WAY.
 DL1442'
 DL1442'THE REFERENCE MARKS WERE MOVED OUT OF THE WAY OF HIGHWAY
 DL1442'CONSTRUCTION.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS
 DL1442'MEASURED BY INITIALING ON THE SHILO LOOKOUT TOWER WHICH IS
 DL1442'LOCATED ABOUT 8.5 MILES TO THE SOUTH-SOUTHWEST AND THE DIRECTION
 DL1442'IS 195 DEGREES (MAGNETIC).  THERE WAS NO RECORD AVAILABLE
 DL1442'SHOWING THAT THE LOOKOUT TOWER HAD BEEN CUT IN FROM THIS
 DL1442'STATION SO A NEW AZIMUTH MARK WAS NOT ESTABLISHED.
 DL1442'
 DL1442'THE STATION IS ABOUT 3.5 MILES SOUTH OF BODCAW AND 2.75 MILES
 DL1442'NORTH OF FALCON.  IT IS ABOUT 125 FEET SOUTH-SOUTHWEST OF THE
 DL1442'SOUTHWEST CORNER OF A HOUSE, 54 FEET EAST OF THE CENTERLINE
 DL1442'OF STATE HIGHWAY 53, 45 FEET WEST OF THE SOUTHWEST CORNER
 DL1442'OF A BARN AND 14 FEET EAST OF RIGHT OF WAY FENCE.
 DL1442'
 DL1442'R.M. NO. 3 IS SOUTH-SOUTHWEST OF THE STATION, 40 FEET EAST
 DL1442'OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF A FENCE
 DL1442'CORNER AND 0.5 FOOT WEST OF RIGHT OF WAY FENCE.  MARK PROJECTS
 DL1442'4 INCHES AND DISK IS STAMPED FALCON NO.3 1950.
 DL1442'
 DL1442'R.M. NO. 4 IS WEST-NORTHWEST OF THE STATION, 47 FEET WEST OF
 DL1442'THE CENTERLINE OF THE HIGHWAY, 37 FEET SOUTH OF CENTERLINE
 DL1442'OF EAST-WEST ROAD AND 6 FEET SOUTH OF THE SOUTH END OF A
 DL1442'GATE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1442'FALCON NO 4 1950.
 DL1442'
 DL1442'THIS STATION CAN BE REACHED FROM BODCAW, FROM THE JUNCTION
 DL1442'OF STATE HIGHWAYS 32 AND 53, BY GOING SOUTH ON STATE HIGHWAY
 DL1442'FOR ABOUT 3.5 MILES TO A HOUSE ON LEFT AND STATION TO
 DL1442'SOUTH-SOUTHWEST AS DESCRIBED.
 DL1442
 DL1442                          STATION RECOVERY (1963)
 DL1442
 DL1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1442'STATION RECOVERED AS DESCRIBED IN RECOVERY NOTE BY W.G.T.
 DL1442'IN 1962.  THE HIGHWAY THAT PASSES THE STATION HAS BEEN SURFACED.
 DL1442'
 DL1442'THE DESCRIPTION TO REACH THE STATION FROM BUCKNER WAS NOT
 DL1442'CHECKED AT TIME OF RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1167 ***********************************************************************
 DM1167  DESIGNATION -  FALLS
 DM1167  PID         -  DM1167
 DM1167  STATE/COUNTY-  AR/SEVIER
 DM1167  USGS QUAD   -  FALLS CHAPEL (1975)
 DM1167
 DM1167                         *CURRENT SURVEY CONTROL
 DM1167  ___________________________________________________________________
 DM1167* NAD 83(1997)-  33 51 39.23979(N)    094 09 56.62926(W)     ADJUSTED  
 DM1167* NAVD 88     -       145.50   (+/-2cm)     477.4    (feet)  VERTCON   
 DM1167  ___________________________________________________________________
 DM1167  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DM1167  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DM1167
 DM1167  HORZ ORDER  -  FIRST
 DM1167  VERT ORDER  -  THIRD ? (See Below)
 DM1167
 DM1167.The horizontal coordinates were established by classical geodetic methods
 DM1167.and adjusted by the National Geodetic Survey in September 1999..
 DM1167
 DM1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1167.The vertical order pertains to the NGVD 29 superseded value.
 DM1167
 DM1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1167
 DM1167.The geoid height was determined by GEOID03.
 DM1167
 DM1167;                    North         East     Units Scale Factor Converg.
 DM1167;SPC AR S     -   534,574.519   199,624.299   MT  0.99992303   -1 12 43.7
 DM1167;SPC AR S     - 1,753,849.90    654,934.05   sFT  0.99992303   -1 12 43.7
 DM1167;UTM  15      - 3,747,344.262   392,169.330   MT  0.99974334   -0 38 58.5
 DM1167
 DM1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1167!SPC AR S     -   0.99998145  x   0.99992303  =   0.99990448
 DM1167!UTM  15      -   0.99998145  x   0.99974334  =   0.99972479
 DM1167
 DM1167:                Primary Azimuth Mark                     Grid Az
 DM1167:SPC AR S     -  BEN LOMMOND LOOKOUT TOWER AFC            095 26 11.1
 DM1167:UTM  15      -  BEN LOMMOND LOOKOUT TOWER AFC            094 52 25.9
 DM1167
 DM1167|---------------------------------------------------------------------|
 DM1167| PID    Reference Object                     Distance      Geod. Az  |
 DM1167|                                                           dddmmss.s |
 DM1167| DM1165 BEN LOMMOND LOOKOUT TOWER AFC       APPROX. 5.5 KM 0941327.4 |
 DM1167| CX5794 FALLS RM 3                           28.465 METERS 12555     |
 DM1167| CX5791 FALLS AZ MK RESET                                  1504832.5 |
 DM1167| CX5790 FALLS AZ MK                                        1505040.3 |
 DM1167| CX5792 FALLS RM 1                           68.641 METERS 16328     |
 DM1167| DM1175 ASHDOWN FEDERAL COMPRESS CO TK      APPROX.21.9 KM 1700758.7 |
 DM1167| CX5793 FALLS RM 2                           28.597 METERS 23507     |
 DM1167| DM1191 JEWELL LOOKOUT TOWER AFC            APPROX.23.1 KM 2650138.6 |
 DM1167| DM1170 LOCKESBURG MUNICIPAL TANK           APPROX.12.0 KM 3592429.0 |
 DM1167|---------------------------------------------------------------------|
 DM1167
 DM1167                          SUPERSEDED SURVEY CONTROL
 DM1167
 DM1167  NAD 83(1997)-  33 51 39.24460(N)    094 09 56.62616(W) AD(       ) 1
 DM1167  NAD 83(1997)-  33 51 39.24462(N)    094 09 56.62584(W) AD(       ) 1
 DM1167  NAD 83(1986)-  33 51 39.24678(N)    094 09 56.62109(W) AD(       ) 1
 DM1167  NAD 27      -  33 51 38.82500(N)    094 09 55.91000(W) AD(       ) 1
 DM1167  NGVD 29 (07/19/86)  145.48   (m)          477.3    (f) LEVELING    3  
 DM1167
 DM1167.Superseded values are not recommended for survey control.
 DM1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1167.See file dsdata.txt to determine how the superseded data were derived.
 DM1167
 DM1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9216947344(NAD 83)
 DM1167_MARKER: DS = TRIANGULATION STATION DISK
 DM1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1167
 DM1167  HISTORY     - Date     Condition        Report By
 DM1167  HISTORY     - 1930     MONUMENTED       CGS
 DM1167  HISTORY     - 1940     GOOD             SCS
 DM1167  HISTORY     - 1941     GOOD             CGS
 DM1167  HISTORY     - 1949     GOOD             USGS
 DM1167  HISTORY     - 1951     GOOD             CGS
 DM1167  HISTORY     - 1963     GOOD             CGS
 DM1167
 DM1167                          STATION DESCRIPTION
 DM1167
 DM1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1167'STATION IS ABOUT 8-3/4 MILES S OF LOCKESBURG, 1/4 MILE NW
 DM1167'OF FALLS CHAPEL SCHOOLHOUSE, ON HIGHWAY 71, ON LAND OWNED
 DM1167'BY W.C. HOPSON.  STATION IS ALONG N EDGE OF LARGE TABLELAND,
 DM1167'20.7 METERS (68 FEET) NE OF HIGHWAY AND 6 METERS (20 FEET)
 DM1167'NE OF HICKORY TREE AT NE CORNER OF OLD CORRAL FACING HIGHWAY.
 DM1167'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 DM1167'IN CONCRETE.  REFERENCE MARK NO. 1
 DM1167'IS 1 METER (3.3 FEET) W OF FENCE SW OF HIGHWAY, 4 METERS
 DM1167'(13 FEET) NW OF LARGE PINE TREE, AND ABOUT 75 METERS (246
 DM1167'FEET) FROM STATION.  REFERENCE MARK
 DM1167'NO.  2 IS IN FENCE LINE SW OF HIGHWAY, 8 METERS (26 FEET)
 DM1167'NW OF FORKED OAK TREE, AND 28.57 METERS (93.7 FEET) FROM
 DM1167'STATION.
 DM1167
 DM1167                          STATION RECOVERY (1940)
 DM1167
 DM1167'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 DM1167'STATION AND TWO REFERENCE MARKS FOUND IN GOOD CONDITION.
 DM1167'STATE HIGHWAY 71 HAS BEEN CHANGED AND IS NOW APPROXIMATELY
 DM1167'400 FEET NE OF STATION.  THE OLD CORRAL MENTIONED IN THE
 DM1167'DESCRIPTION HAS BEEN DESTROYED AND ALL THAT REMAINS IS AN
 DM1167'ABANDONED DIPPING VAT.  AZIMUTHS TO REFERENCE MARKS NOS. 1
 DM1167'AND 2 WERE CHECKED FROM POLARIS OBSERVATION AT STATION AND
 DM1167'WERE FOUND TO BE CORRECT.  DISTANCE FROM STATION TO REFERENCE
 DM1167'MARK NO. 2 WAS CHECKED AT 93.7 FEET BUT DISTANCE TO REFERENCE
 DM1167'MARK NO. 1 WAS TAPED AND FOUND TO BE 225 FEET INSTEAD OF
 DM1167'246 FEET.
 DM1167
 DM1167                          STATION RECOVERY (1941)
 DM1167
 DM1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DM1167'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DM1167'A NEW REFERENCE MARK (NO. 3) AND AN AZIMUTH MARK WERE ESTABLISHED.
 DM1167'REFERENCE MARK NO. 1 WAS FOUND TO BE 225.2 FEET FROM THE
 DM1167'STATION INSTEAD OF ABOUT 240 FEET.  REFERENCE MARK NO. 2
 DM1167'WAS FOUND TO BE 93.77 FEET FROM THE STATION INSTEAD OF 93.7
 DM1167'FEET AND THE DIRECTION DID NOT CHECK BY 2 MINUTES.  U.S.
 DM1167'HIGHWAY 71 HAS BEEN CHANGED.  A COMPLETE NEW DESCRIPTION
 DM1167'FOLLOWS--
 DM1167'
 DM1167'STATION IS LOCATED 3.5 MILES NW OF BEN LOMMOND ALONG THE N
 DM1167'EDGE OF A LARGE TABLELAND ON PROPERTY OWNED BY W.C. HOPSON.
 DM1167'IT IS ABOUT 0.1 MILE W OF U.S. HIGHWAY 71, 60 FEET E OF A
 DM1167'DIRT ROAD, 42 FEET NE OF THE N CORNER OF A CONCRETE STOCK
 DM1167'DIP AND 3 FEET SE OF A WHITE REFERENCE POST.  IT IS STAMPED
 DM1167'FALLS 1930 AND PROJECTS 2 INCHES.
 DM1167'
 DM1167'REFERENCE MARK NO. 1 IS 4 FEET W OF A WIRE FENCE, 25 FEET N
 DM1167'OF A 24-INCH OAK TREE AND 28 FEET W OF A DIRT ROAD.  IT IS
 DM1167'STAMPED FALLS 1930 NO. 1 AND PROJECTS 6 INCHES.
 DM1167'
 DM1167'REFERENCE MARK NO. 2 IS 24 FEET W OF A DIRT ROAD AND 4 FEET
 DM1167'W OF A FENCE.  IT IS STAMPED FALLS 1930 NO. 2 AND PROJECTS
 DM1167'4 INCHES.
 DM1167'
 DM1167'REFERENCE MARK NO. 3, A STANDARD DISK SET IN CONCRETE,
 DM1167'IS 80 FEET E OF A DIRT ROAD AND 35 FEET SE OF A 16-INCH OAK
 DM1167'TREE.  IT IS STAMPED FALLS NO. 3 1941 AND PROJECTS 4 INCHES.
 DM1167'
 DM1167'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 DM1167'IS 3 FEET SW OF A WHITE REFERENCE POST, 4 FEET N OF A FENCE
 DM1167'CORNER, 106 FEET W OF U.S. HIGHWAY 71 AND 27 FEET N OF A
 DM1167'DIRT ROAD.  IT IS STAMPED FALLS 1941 AND PROJECTS 8 INCHES.
 DM1167'
 DM1167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27
 DM1167'AND U.S. HIGHWAY 71, ABOUT 2 MILES W OF BEN LOMMOND, GO NW
 DM1167'ON U.S. HIGHWAY 71 FOR 0.95 MILE TO THE AZIMUTH MARK ON THE
 DM1167'LEFT.  CONTINUE NW ON U.S. HIGHWAY 71 FOR 0.35 MILE TO A FORKS.
 DM1167'TAKE THE LEFT FORK (DIRT ROAD) FOR 0.2 MILE TO THE STATION
 DM1167'ON THE RIGHT.
 DM1167'
 DM1167'A 77-FOOT SIGNAL AT LOMMOND IS VISIBLE AT 64 FEET.
 DM1167'
 DM1167'A 90-FOOT SIGNAL AT JEAN IS VISIBLE AT 64 FEET.
 DM1167'
 DM1167'A 103-FOOT SIGNAL AT WILTON 1930 IS VISIBLE AT 50 FEET.
 DM1167'
 DM1167'A 103-FOOT SIGNAL AT WINTHROP 1930 IS VISIBLE AT 50 FEET.
 DM1167
 DM1167                          STATION RECOVERY (1949)
 DM1167
 DM1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DM1167'THE AZIMUTH DISTURBED, CRACKED AT GROUND LEVEL.  HELD IN
 DM1167'PLACE BY REINFORCEMENT IRON.
 DM1167
 DM1167                          STATION RECOVERY (1951)
 DM1167
 DM1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1167'STATION RECOVERED AND THE MARKS WERE IN GOOD CONDITION WITH
 DM1167'THE EXCEPTION OF THE AZIMUTH MARK.  A NEW AZIMUTH MARK WAS
 DM1167'ESTABLISHED.  DUE TO ROAD CHANGES A NEW DESCRIPTION TO REACH
 DM1167'THE STATION IS NECESSARY.  DESCRIPTION FOLLOWS--
 DM1167'
 DM1167'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF THE VILLAGE
 DM1167'OF BEN LOMMOND, ON PROPERTY OWNED BY MR. ROY PENNY, 0.1 MILE
 DM1167'WEST OF U.S. HIGHWAY NO. 71, 60 FEET NORTHEAST OF THE CENTER
 DM1167'OF A GRAVELED ROAD, 42 FEET NORTHEAST OF THE NORTH CORNER
 DM1167'OF A CONCRETE STOCK DIP, AND 40 FEET NORTHEAST OF A WIRE
 DM1167'FENCE.
 DM1167'
 DM1167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DM1167'NO. 27 AND U.S. HIGHWAY NO. 71 ABOUT 3 MILES SOUTHWEST OF THE
 DM1167'VILLAGE OF BEN LOMOND, GO NORTHERLY ON NO. 71 FOR 3.4 MILES
 DM1167'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 DM1167'NORTHWESTERLY ON NO. 71 FOR 0.4 MILE TO A GRAVELED SIDE ROAD
 DM1167'ON THE LEFT.  THEN LEFT FOR 0.15 MILE TO THE STATION ON THE
 DM1167'RIGHT AS DESCRIBED.
 DM1167'
 DM1167'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 DM1167'FALLS 1930.
 DM1167'
 DM1167'REFERENCE MARK NO. 1 IS 28 FEET SOUTHWEST OF THE CENTER OF
 DM1167'THE GRAVELED ROAD, AND 4 FEET SOUTHWEST OF A WIRE FENCE.
 DM1167'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED FALLS 1930
 DM1167'NO. 1.
 DM1167'
 DM1167'REFERENCE MARK NO. 2 IS 24 FEET SOUTHWEST OF THE CENTER
 DM1167'OF THE GRAVELED ROAD, 13 FEET SOUTHEAST OF A 12-INCH PINE
 DM1167'TREE, AND 4 FEET SOUTHWEST OF A WIRE FENCE.  IT PROJECTS
 DM1167'2 INCHES, AND THE DISK IS STAMPED FALLS 1930 NO. 2.
 DM1167'
 DM1167'REFERENCE MARK NO. 3 IS 80 FEET NORTHEAST OF THE CENTER OF
 DM1167'THE GRAVELED ROAD.  IT PROJECTS 4 INCHES, AND THE DISK IS
 DM1167'STAMPED FALLS NO. 3 1941.
 DM1167'
 DM1167'THE AZIMUTH MARK IS 102 FEET WEST OF THE CENTER OF U.S.
 DM1167'HIGHWAY NO. 71, 27 FEET NORTH OF THE CENTER OF A GRADED DIRT
 DM1167'ROAD, AND 4 FEET NORTH OF A FENCE CORNER.  IT PROJECTS 6 INCHES,
 DM1167'AND THE DISK IS STAMPED FALLS 1930 RESET 1951.
 DM1167'
 DM1167'THE STATION MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 DM1167'SET IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.  THE AZIMUTH
 DM1167'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 DM1167'CYLINDER.
 DM1167'
 DM1167'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DM1167
 DM1167                          STATION RECOVERY (1963)
 DM1167
 DM1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM1167'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 DM1167'GOOD CONDITION.  THE 1951 DESCRIPTION TO REACH THE STATION
 DM1167'IS ADEQUATE FOR RECOVERY.  THE ROAD PAST THE STATION HAS
 DM1167'BEEN HARD-SURFACED SINCE 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0665 ***********************************************************************
 EJ0665  DESIGNATION -  FARCE
 EJ0665  PID         -  EJ0665
 EJ0665  STATE/COUNTY-  AR/HOT SPRING
 EJ0665  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ0665
 EJ0665                         *CURRENT SURVEY CONTROL
 EJ0665  ___________________________________________________________________
 EJ0665* NAD 83(1986)-  34 21 54.     (N)    092 48 56.     (W)     SCALED    
 EJ0665* NAVD 88     -        83.070  (meters)     272.54   (feet)  ADJUSTED  
 EJ0665  ___________________________________________________________________
 EJ0665  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0665  DYNAMIC HT  -          82.989 (meters)     272.27  (feet)  COMP
 EJ0665  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 EJ0665
 EJ0665  VERT ORDER  -  FIRST     CLASS II
 EJ0665
 EJ0665.The horizontal coordinates were scaled from a topographic map and have
 EJ0665.an estimated accuracy of +/- 6 seconds.
 EJ0665
 EJ0665.The orthometric height was determined by differential leveling
 EJ0665.and adjusted by the National Geodetic Survey in June 1991..
 EJ0665
 EJ0665.The geoid height was determined by GEOID03.
 EJ0665
 EJ0665.The dynamic height is computed by dividing the NAVD 88
 EJ0665.geopotential number by the normal gravity value computed on the
 EJ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0665.degrees latitude (g = 980.6199 gals.).
 EJ0665
 EJ0665.The modeled gravity was interpolated from observed gravity values.
 EJ0665
 EJ0665;                    North         East    Units  Estimated Accuracy
 EJ0665;SPC AR S     -   588,670.      324,990.      MT  (+/- 180 meters Scaled)
 EJ0665
 EJ0665                          SUPERSEDED SURVEY CONTROL
 EJ0665
 EJ0665  NGVD 29 (??/??/92)   83.080  (m)          272.57   (f) ADJ UNCH    1 2
 EJ0665
 EJ0665.Superseded values are not recommended for survey control.
 EJ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0665.See file dsdata.txt to determine how the superseded data were derived.
 EJ0665
 EJ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU169026(NAD 83)
 EJ0665_MARKER: DB = BENCH MARK DISK
 EJ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0665_STAMPING: FARCE
 EJ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0665+STABILITY: SURFACE MOTION
 EJ0665
 EJ0665  HISTORY     - Date     Condition        Report By
 EJ0665  HISTORY     - UNK      MONUMENTED       CGS
 EJ0665  HISTORY     - 1935     GOOD             NGS
 EJ0665  HISTORY     - 1937     GOOD             ARGS
 EJ0665  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0665
 EJ0665                          STATION DESCRIPTION
 EJ0665
 EJ0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0665'IN MALVERN.
 EJ0665'ABOUT 500 FEET SOUTHWEST OF THE M.P. RAILWAY STATION.  ABOUT 115.0
 EJ0665'FEET NORTH-WEST OF CENTERLINE OF M.P. MAIN TRACK.  42.3 FEET NORTHEAST
 EJ0665'OF EAST CORNER OF LOUISIANA OIL REFINING CORPORATION BUILDING. 5.0
 EJ0665'FEET SOUTHEAST OF SOUTH CORNER OF SHEET IRON BUILDING USED BY BUTLER
 EJ0665'WHOLESALE COMPANY FOR STORAGE.  PRECAST CONCRETE POST WITH BRONZE
 EJ0665'TABLET STAMPED FARCE.  NOTE-- THE CORRUGATED IRON WAREHOUSE HAS BEEN
 EJ0665'DESTROYED BY FIRE.
 EJ0665
 EJ0665                          STATION RECOVERY (1937)
 EJ0665
 EJ0665'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1937
 EJ0665'RECOVERED IN GOOD CONDITION.
 EJ0665
 EJ0665                          STATION RECOVERY (1998)
 EJ0665
 EJ0665'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1706 ***********************************************************************
 EH1706  DESIGNATION -  FARELLY
 EH1706  PID         -  EH1706
 EH1706  STATE/COUNTY-  AR/JEFFERSON
 EH1706  USGS QUAD   -  CADES (1975)
 EH1706
 EH1706                         *CURRENT SURVEY CONTROL
 EH1706  ___________________________________________________________________
 EH1706* NAD 83(1997)-  34 06 16.38023(N)    091 31 50.26296(W)     ADJUSTED  
 EH1706* NAVD 88     -        55.169  (meters)     181.00   (feet)  ADJUSTED  
 EH1706  ___________________________________________________________________
 EH1706  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 EH1706  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1706  DYNAMIC HT  -          55.115 (meters)     180.82  (feet)  COMP
 EH1706  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 EH1706
 EH1706  HORZ ORDER  -  FIRST
 EH1706  VERT ORDER  -  FIRST     CLASS II
 EH1706
 EH1706.The horizontal coordinates were established by classical geodetic methods
 EH1706.and adjusted by the National Geodetic Survey in September 1999..
 EH1706
 EH1706.The orthometric height was determined by differential leveling
 EH1706.and adjusted by the National Geodetic Survey in August 1993..
 EH1706
 EH1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1706
 EH1706.The geoid height was determined by GEOID03.
 EH1706
 EH1706.The dynamic height is computed by dividing the NAVD 88
 EH1706.geopotential number by the normal gravity value computed on the
 EH1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1706.degrees latitude (g = 980.6199 gals.).
 EH1706
 EH1706.The modeled gravity was interpolated from observed gravity values.
 EH1706
 EH1706;                    North         East     Units Scale Factor Converg.
 EH1706;SPC AR S     -   559,578.168   443,305.929   MT  0.99991922   +0 15 45.7
 EH1706;SPC AR S     - 1,835,882.71  1,454,412.87   sFT  0.99991922   +0 15 45.7
 EH1706;UTM  15      - 3,774,722.950   635,532.357   MT  0.99982644   +0 49 26.4
 EH1706
 EH1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1706!SPC AR S     -   0.99999544  x   0.99991922  =   0.99991466
 EH1706!UTM  15      -   0.99999544  x   0.99982644  =   0.99982188
 EH1706
 EH1706|---------------------------------------------------------------------|
 EH1706| PID    Reference Object                     Distance      Geod. Az  |
 EH1706|                                                           dddmmss.s |
 EH1706| CY6036 FARELLY ECC                          16.436 METERS 01943     |
 EH1706| CY6678 FARELLY RM 2                                       09628     |
 EH1706| CY6037 FARELLY RM 3                         66.075 METERS 19040     |
 EH1706| EH1707 FARELLY RM 1                         66.601 METERS 19348     |
 EH1706| CY6038 FARELLY RM 4                         91.324 METERS 27157     |
 EH1706| CY6034 FARELLY AZ MK                                      2844426.6 |
 EH1706| CY6035 FARELLY AZ MK RESET                                3043813.6 |
 EH1706|---------------------------------------------------------------------|
 EH1706
 EH1706                          SUPERSEDED SURVEY CONTROL
 EH1706
 EH1706  NAD 83(1986)-  34 06 16.38813(N)    091 31 50.25704(W) AD(       ) 1
 EH1706  NAD 27      -  34 06 16.03102(N)    091 31 49.81191(W) AD(       ) 1
 EH1706  NAVD 88 (06/15/91)   55.214  (m)          181.15   (f) UNKNOWN     1 2
 EH1706  NGVD 29 (??/??/??)   55.262  (m)          181.31   (f) ADJUSTED    1 2
 EH1706
 EH1706.Superseded values are not recommended for survey control.
 EH1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1706.See file dsdata.txt to determine how the superseded data were derived.
 EH1706
 EH1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3553274723(NAD 83)
 EH1706_MARKER: DS = TRIANGULATION STATION DISK
 EH1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1706_STAMPING: FARELLY 1940
 EH1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1706+STABILITY: SURFACE MOTION
 EH1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1706+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 EH1706
 EH1706  HISTORY     - Date     Condition        Report By
 EH1706  HISTORY     - 1940     MONUMENTED       CGS
 EH1706  HISTORY     - 1954     GOOD             CGS
 EH1706  HISTORY     - 1954     GOOD             CGS
 EH1706  HISTORY     - 1965     GOOD             CGS
 EH1706  HISTORY     - 20030616 GOOD             USACE
 EH1706
 EH1706                          STATION DESCRIPTION
 EH1706
 EH1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH1706'STATION IS LOCATED ABOUT 9 MILES AIR LINE W OF GILLETT, AT
 EH1706'THE HEADQUARTERS OF THE FARELLY LAKE PLANTING COMPANY AND
 EH1706'NEAR THE E SIDE OF THE LEVEE.  IT IS 6.3 FEET N OF A WHITE
 EH1706'REFERENCE POST, 25 FEET S OF THE CENTER OF A DIRT ROAD LEADING
 EH1706'OVER LEVEE AND 51 FEET N OF A WELL PUMP AT A FENCE CORNER.
 EH1706'
 EH1706'SURFACE, UNDERGROUND, REFERENCE MARK NO.1, AND AZIMUTH MARKS
 EH1706'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 EH1706'
 EH1706'SURFACE MARK PROJECTS 2 INCHES AND IS STAMPED FARELLY 1940.
 EH1706'
 EH1706'REFERENCE MARK NO.1 PROJECTS 4 INCHES AND IS 33 FEET NW OF THE
 EH1706'CENTER OF THE DIRT ROAD LEADING OVER LEVEE, 25 FEET SE OF
 EH1706'THE TOP EDGE OF LEVEE AND ABOUT 3 FEET HIGHER THAN THE STATION.
 EH1706'
 EH1706'REFERENCE MARK NO.2 IS A BENCH MARK OF THE U.S.E.D. STAMPED
 EH1706'1939-1940 AND PROJECTS 12 INCHES.  MARK IS A 4-INCH IRON
 EH1706'PIPE AND HAS A BRONZE CAP.  MARK IS 22 FEET S OF THE CENTER
 EH1706'OF THE MAIN DIRT ROAD, 7 FEET N OF A FENCE LINE, 61 FEET
 EH1706'W OF THE CORNER OF A GRAIN SHED AND ABOUT ON SAME LEVEL
 EH1706'AS STATION.
 EH1706'
 EH1706'AZIMUTH MARK IS SET AT THE EDGE OF A PLOWED FIELD IN THE
 EH1706'REAR OF A TENANT HOUSE.  MARK PROJECTS 4 INCHES AND IS
 EH1706'2.4 FEET S OF THE CORNER OF A HOG LOT, 300 FEET N OF THE
 EH1706'CENTER OF THE MAIN ROAD ALONG LEVEE, AND 2.7 FEET N OF A
 EH1706'WHITE REFERENCE POST.
 EH1706'
 EH1706'TO REACH STATION FROM THE TOWN OF REYDEL, GO S ON MAIN
 EH1706'GRAVEL ROAD, 1.3 MILES TO END OF GRAVEL, TURN LEFT ON DIRT
 EH1706'ROAD AND GO SE 1.8 MILES TO A T-ROAD AT EDGE OF LAKE, TURN
 EH1706'LEFT AND GO 1.3 MILES TO WHERE ROAD STRIKES LEVEE, TURN LEFT
 EH1706'AND GO 1.0 MILE TO STATION ON THE RIGHT.
 EH1706'
 EH1706'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 EH1706
 EH1706                          STATION RECOVERY (1954)
 EH1706
 EH1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH1706'1.2 MI. S ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1706'THENCE 4.0 MI. SE ALONG A DIRT ROAD, 6.6 MI. NW OF THE BIG BAYOU
 EH1706'METO FLOODGATE, 0.1 MI. W OF THE FARELLY LAKE STORE, 250 FT. N OF
 EH1706'THE CENTERLINE OF A LEVEE, 48 FT. W OF THE NW LEG OF A WINDMILL
 EH1706'TOWER, 30 FT. W OF THE CENTERLINE OF A ROAD LEADING S,
 EH1706'25 FT. S OF THE CENTERLINE OF AN E-W ROAD, A
 EH1706'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 EH1706'FLUSH WITH THE GROUND, AND STAMPED FARELLY 1940.
 EH1706'
 EH1706'REFERENCE MARK 1 IS 221.0 FT. S OF THE TRIANGULATION STATION,
 EH1706'230 FT. SW OF A WINDMILL, 50 FT. NW OF THE CENTERLINE OF A
 EH1706'ROAD WHICH CROSSES A LEVEE, 30 FT. N OF THE CENTERLINE OF A
 EH1706'LEVEE, 1 FT. W OF A FENCE, A REFERENCE-MARK DISK, SET IN THE
 EH1706'TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE THE GROUND,
 EH1706'AND STAMPED FARELLY NO 1 1940.
 EH1706
 EH1706                          STATION RECOVERY (1954)
 EH1706
 EH1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1706'5.2 MI SE FROM REYDEL.
 EH1706'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1706'THENCE 4.0 MILES SOUTHEAST ALONG A DIRT ROAD, 6.6 MILES NORTHWEST OF
 EH1706'THE BIG BAYOU METO FLOOD GATE, 0.1 MILE WEST OF THE FARELLY LAKE
 EH1706'STORE, 250 FEET NORTH OF THE CENTER LINE OF A LEVEE, 48 FEET WEST OF
 EH1706'THE NORTHWEST LEG OF A WINDMILL TOWER, 30 FEET WEST OF THE CENTER LINE
 EH1706'OF A ROAD LEADING SOUTH, 25 FEET SOUTH OF THE CENTER LINE OF AN EAST
 EH1706'AND WEST ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH1706'THE GROUND.
 EH1706
 EH1706                          STATION RECOVERY (1965)
 EH1706
 EH1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH1706'THE STATION MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 EH1706'MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN
 EH1706'DESTROYED.  THE STATION MARK IS UNDER A POWERLINE AND THE
 EH1706'TOWER WAS BUILT OVER AN ECCENTRIC POINT.  REFERENCE MARKS
 EH1706'3, 4 AND AN AZIMUTH WERE ESTABLISHED AT THIS TIME.
 EH1706'
 EH1706'A COMPLETE NEW DESCRIPTION FOLLOWS-
 EH1706'
 EH1706'THE STATION IS ABOUT 4 MILES SOUTHEAST OF REYDEL, 9 MILES
 EH1706'WEST OF GILLETT, ABOUT 300 FEET NORTHEAST OF A LEVEE AND ON
 EH1706'THE PROPERTY OF MR. ED.I. MCKINLEY.
 EH1706'
 EH1706'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 EH1706'AND 88 IN REYDEL, GO SOUTHERLY ON A GRAVELED ROAD FOR 1.3
 EH1706'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST AND SOUTH ON
 EH1706'A DIRT ROAD FOR 1.25 MILES TO A FORK.  TAKE THE RIGHT FORK
 EH1706'AND CONTINUE SOUTHERLY ON A DIRT ROAD FOR 0.45 MILE TO A
 EH1706'T-ROAD.  TURN LEFT AND GO EAST AND SOUTHEAST ON A DIRT ROAD
 EH1706'FOR 1.4 MILES TO A CROSSROAD ON TOP OF A LEVEE.  TURN LEFT
 EH1706'AND GO EAST AND SOUTHEAST ON THE LEVEE ROAD FOR 0.75 MILE
 EH1706'TO THE AZIMUTH MARK ON THE LEFT BY A POWER POLE AT THE BOTTOM
 EH1706'OF THE LEVEE.  CONTINUE SOUTHEAST ON THE LEVEE ROAD FOR 0.15
 EH1706'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD
 EH1706'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 EH1706'
 EH1706'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED FARELLY
 EH1706'1940, SET IN A SQUARE CONCRETE MONUMENT WHICH IS 4 INCHES
 EH1706'BELOW THE SURFACE OF THE GROUND.  IT IS 13 FEET SOUTHWEST
 EH1706'OF A POWER POLE, 23 FEET SOUTH OF THE CENTER OF A DIRT
 EH1706'ROAD, 48 FEET WEST OF THE NORTHWEST CORNER OF A WINDMILL
 EH1706'AND 102 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 EH1706'HOUSE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 EH1706'
 EH1706'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FARELLY NO 3
 EH1706'1940, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 EH1706'INCHES.  IT IS 2 FEET WEST OF A METAL WITNESS POST, 55 FEET
 EH1706'NORTHEAST OF THE CENTER OF THE LEVEE ROAD AND 133 FEET
 EH1706'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRAME HOUSE.
 EH1706'
 EH1706'REFERENCE MARK NO. 4 IS AN AZIMUTH MARK DISK STAMPED FARELLY
 EH1706'NO 4 1940, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH1706'8 INCHES.  IT IS 2 FEET NORTH OF A METAL WITNESS POST,
 EH1706'35 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER
 EH1706'ON IT AND 22 SOUTH OF THE CENTER OF A GRAVELED ROAD.
 EH1706'
 EH1706'AZIMUTH MARK, A STANDARD DISK STAMPED FARELLY 1940 RESET 1965, IS
 EH1706'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 EH1706'IT IS 2 FEET EAST OF A METAL WITNESS POST, 2 FEET SOUTH OF
 EH1706'A POWER POLE AND 121 FEET NORTHEAST OF THE CENTER OF THE LEVEE
 EH1706'ROAD.
 EH1706'
 EH1706'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH1706
 EH1706                          STATION RECOVERY (2003)
 EH1706
 EH1706'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1707 ***********************************************************************
 EH1707  DESIGNATION -  FARELLY RM 1
 EH1707  PID         -  EH1707
 EH1707  STATE/COUNTY-  AR/JEFFERSON
 EH1707  USGS QUAD   -  CADES (1975)
 EH1707
 EH1707                         *CURRENT SURVEY CONTROL
 EH1707  ___________________________________________________________________
 EH1707* NAD 83(1986)-  34 06 16.     (N)    091 31 49.     (W)     SCALED    
 EH1707* NAVD 88     -        56.773  (meters)     186.26   (feet)  ADJUSTED  
 EH1707  ___________________________________________________________________
 EH1707  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1707  DYNAMIC HT  -          56.717 (meters)     186.08  (feet)  COMP
 EH1707  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 EH1707
 EH1707  VERT ORDER  -  FIRST     CLASS II
 EH1707
 EH1707.The horizontal coordinates were scaled from a topographic map and have
 EH1707.an estimated accuracy of +/- 6 seconds.
 EH1707
 EH1707.The orthometric height was determined by differential leveling
 EH1707.and adjusted by the National Geodetic Survey in August 1993..
 EH1707.WARNING-Repeat measurements at this control monument indicate possible
 EH1707.vertical movement.
 EH1707
 EH1707.The geoid height was determined by GEOID03.
 EH1707
 EH1707.The dynamic height is computed by dividing the NAVD 88
 EH1707.geopotential number by the normal gravity value computed on the
 EH1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1707.degrees latitude (g = 980.6199 gals.).
 EH1707
 EH1707.The modeled gravity was interpolated from observed gravity values.
 EH1707
 EH1707;                    North         East    Units  Estimated Accuracy
 EH1707;SPC AR S     -   559,570.      443,340.      MT  (+/- 180 meters Scaled)
 EH1707
 EH1707                          SUPERSEDED SURVEY CONTROL
 EH1707
 EH1707  NAVD 88 (06/15/91)   56.817  (m)          186.41   (f) UNKNOWN     1 2
 EH1707  NGVD 29 (??/??/??)   56.865  (m)          186.56   (f) ADJUSTED    1 2
 EH1707
 EH1707.Superseded values are not recommended for survey control.
 EH1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1707.See file dsdata.txt to determine how the superseded data were derived.
 EH1707
 EH1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT355747(NAD 83)
 EH1707_MARKER: DR = REFERENCE MARK DISK
 EH1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1707_STAMPING: FARELLY NO 1 1940
 EH1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1707+STABILITY: SURFACE MOTION
 EH1707
 EH1707  HISTORY     - Date     Condition        Report By
 EH1707  HISTORY     - 1940     MONUMENTED       CGS
 EH1707  HISTORY     - 1954     GOOD             CGS
 EH1707
 EH1707                          STATION DESCRIPTION
 EH1707
 EH1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1707'5.2 MI SE FROM REYDEL.
 EH1707'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1707'THENCE 4.0 MILES SOUTHEAST ALONG A DIRT ROAD, 6.6 MILES NORTHWEST OF
 EH1707'THE BIG BAYOU METO FLOOD GATE, 0.1 MILE WEST OF THE FARELLY LAKE
 EH1707'STORE, 221 FEET SOUTH OF TRIANGULATION STATION FARELLY, 230 FEET
 EH1707'SOUTHWEST OF A WINDMILL, 50 FEET NORTHWEST OF THE CENTER LINE OF A
 EH1707'ROAD WHICH CROSSES A LEVEE, 30 FEET NORTH OF THE CENTER LINE OF A
 EH1707'LEVEE, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1707'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1811 ***********************************************************************
 EJ1811  DESIGNATION -  FARINDALE
 EJ1811  PID         -  EJ1811
 EJ1811  STATE/COUNTY-  AR/CLEVELAND
 EJ1811  USGS QUAD   -  BUNN (1984)
 EJ1811
 EJ1811                         *CURRENT SURVEY CONTROL
 EJ1811  ___________________________________________________________________
 EJ1811* NAD 83(1997)-  34 02 57.07998(N)    092 24 35.29993(W)     ADJUSTED  
 EJ1811* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 EJ1811  ___________________________________________________________________
 EJ1811  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 EJ1811  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EJ1811
 EJ1811  HORZ ORDER  -  SECOND
 EJ1811
 EJ1811.The horizontal coordinates were established by classical geodetic methods
 EJ1811.and adjusted by the National Geodetic Survey in September 1999..
 EJ1811
 EJ1811.The orthometric height was scaled from a topographic map.
 EJ1811
 EJ1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1811
 EJ1811.The geoid height was determined by GEOID03.
 EJ1811
 EJ1811;                    North         East     Units Scale Factor Converg.
 EJ1811;SPC AR S     -   553,414.246   362,165.224   MT  0.99991850   -0 13 45.7
 EJ1811;SPC AR S     - 1,815,659.91  1,188,203.74   sFT  0.99991850   -0 13 45.7
 EJ1811;UTM  15      - 3,767,767.052   554,472.106   MT  0.99963658   +0 19 49.7
 EJ1811
 EJ1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1811!SPC AR S     -   0.99999092  x   0.99991850  =   0.99990942
 EJ1811!UTM  15      -   0.99999092  x   0.99963658  =   0.99962750
 EJ1811
 EJ1811|---------------------------------------------------------------------|
 EJ1811| PID    Reference Object                     Distance      Geod. Az  |
 EJ1811|                                                           dddmmss.s |
 EJ1811| CY6039 FARINDALE RM 1                       25.547 METERS 17433     |
 EJ1811| EJ1838 ARKANSAS FORESTRY COMM LOT 32       APPROX. 9.7 KM 2494509.3 |
 EJ1811| CY6040 FARINDALE RM 2                       50.277 METERS 27212     |
 EJ1811| EJ1812 TT 10 CHC                           APPROX. 0.5 KM 3563908.9 |
 EJ1811|---------------------------------------------------------------------|
 EJ1811
 EJ1811                          SUPERSEDED SURVEY CONTROL
 EJ1811
 EJ1811  NAD 83(1986)-  34 02 57.09044(N)    092 24 35.29142(W) AD(       ) 2
 EJ1811  NAD 27      -  34 02 56.72993(N)    092 24 34.73954(W) AD(       ) 2
 EJ1811
 EJ1811.Superseded values are not recommended for survey control.
 EJ1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1811.See file dsdata.txt to determine how the superseded data were derived.
 EJ1811
 EJ1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5447267767(NAD 83)
 EJ1811_MARKER: DS = TRIANGULATION STATION DISK
 EJ1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1811
 EJ1811  HISTORY     - Date     Condition        Report By
 EJ1811  HISTORY     - 1964     MONUMENTED       CGS
 EJ1811
 EJ1811                          STATION DESCRIPTION
 EJ1811
 EJ1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1811'THE STATION IS LOCATED 1/2 MILE SOUTH OF THE CLEVELAND-DALLAS
 EJ1811'COUNTY LINE, ABOUT 3 MILES SOUTH OF THE SMALL VILLAGE OF
 EJ1811'FARINDALE, ON THE EAST SIDE OF U.S. HIGHWAY 167, IN THE SOUTHWEST
 EJ1811'1/4 OF SEC. 3, T. 8 S., R. 13 W., AND ON HIGHWAY RIGHT-OF-WAY
 EJ1811'PROPERTY.  IT IS 99 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 EJ1811'167, 28 FEET SOUTHEAST OF A 10 INCH OAK TREE, 28 FEET NORTHEAST
 EJ1811'OF A 14 INCH HICKORY TREE, 23 FEET NORTHWEST OF A 14 INCH
 EJ1811'SWEETGUM TREE, AND 5 FEET SOUTHWEST OF A WITNESS POST.  THE
 EJ1811'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 EJ1811'FARINDALE 1964.
 EJ1811'
 EJ1811'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 167 AND STATE
 EJ1811'HIGHWAY 48 IN THE SMALL VILLAGE OF FARINDALE,/THIS IS 14.75
 EJ1811'MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 167 AND 270 IN
 EJ1811'SHERIDAN), GO SOUTH ON U.S. HIGHWAY 167 FOR 2.55 MILES TO THE
 EJ1811'CLEVELAND-DALLAS COUNTY LINE.  CONTINUE SOUTH ON U.S. HIGHWAY
 EJ1811'167 FOR 0.15 MILE TO A SIDE ROAD LEFT AND TT 10 (USGS) ON THE
 EJ1811'RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 167 FOR 0.35 MILE TO THE
 EJ1811'TOP OF A GRADE AND THE STATION ON THE LEFT.
 EJ1811'
 EJ1811'REFERENCE MARK 1 IS 108 FEET EAST OF THE CENTERLINE OF U.S.
 EJ1811'HIGHWAY 167, 17 FEET EAST OF A 10 INCH OAK TREE, AND 6 FEET
 EJ1811'NORTHEAST OF A 16 INCH PINE TREE.  THE MONUMENT PROJECTS 5
 EJ1811'INCHES AND THE DISK IS STAMPED FARINDALE NO 1 1964.
 EJ1811'
 EJ1811'REFERENCE MARK 2 IS 66 FEET WEST OF THE CENTERLINE OF U.S.
 EJ1811'HIGHWAY 167, 37 FEET NORTHWEST OF A TELEPHONE POLE, AND 19
 EJ1811'FEET NORTHEAST OF AN 18 INCH PINE TREE.  THE MONUMENT PROJECTS
 EJ1811'6 INCHES AND THE DISK IS STAMPED FARINDALE NO 2 1964.
 EJ1811'
 EJ1811'TT 10 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 EJ1811'STAMPED TT 10 CHC 1962, 229 FEET ELEVATION, SET IN THE TOP
 EJ1811'OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 53
 EJ1811'FEET SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 167 AND
 EJ1811'A GRAVELED ROAD EAST, 43 FEET EAST OF THE NORTHEAST CORNER OF A
 EJ1811'FRAME BUILDING, 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EJ1811'CONCRETE CULVERT, 5 FEET NORTH OF A TELEPHONE POLE, AND 1 FOOT
 EJ1811'EAST OF A WITNESS POST.
 EJ1811'
 EJ1811'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1272 ***********************************************************************
 DL1272  DESIGNATION -  FARMVILLE
 DL1272  PID         -  DL1272
 DL1272  STATE/COUNTY-  AR/BRADLEY
 DL1272  USGS QUAD   -  FARMVILLE (1985)
 DL1272
 DL1272                         *CURRENT SURVEY CONTROL
 DL1272  ___________________________________________________________________
 DL1272* NAD 83(1997)-  33 31 14.95388(N)    092 11 15.69408(W)     ADJUSTED  
 DL1272* NAVD 88     -        72.28   (+/-2cm)     237.1    (feet)  VERTCON   
 DL1272  ___________________________________________________________________
 DL1272  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DL1272  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DL1272
 DL1272  HORZ ORDER  -  FIRST
 DL1272  VERT ORDER  -  THIRD ? (See Below)
 DL1272
 DL1272.The horizontal coordinates were established by classical geodetic methods
 DL1272.and adjusted by the National Geodetic Survey in September 1999..
 DL1272
 DL1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1272.The vertical order pertains to the NGVD 29 superseded value.
 DL1272
 DL1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1272
 DL1272.The geoid height was determined by GEOID03.
 DL1272
 DL1272;                    North         East     Units Scale Factor Converg.
 DL1272;SPC AR S     -   494,752.688   382,564.020   MT  0.99995838   -0 06 18.2
 DL1272;SPC AR S     - 1,623,201.11  1,255,128.79   sFT  0.99995838   -0 06 18.2
 DL1272;UTM  15      - 3,709,322.888   575,434.385   MT  0.99967015   +0 26 55.0
 DL1272
 DL1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1272!SPC AR S     -   0.99999273  x   0.99995838  =   0.99995111
 DL1272!UTM  15      -   0.99999273  x   0.99967015  =   0.99966288
 DL1272
 DL1272|---------------------------------------------------------------------|
 DL1272| PID    Reference Object                     Distance      Geod. Az  |
 DL1272|                                                           dddmmss.s |
 DL1272| DL1275 FARMVILLE RM A                       26.004 METERS 00303     |
 DL1272| CY6043 FARMVILLE RM 1                       32.693 METERS 02129     |
 DL1272| CY6041 FARMVILLE AZ MK                                    0514955.7 |
 DL1272| CY6042 FARMVILLE AZ MK RESET                              0540652.2 |
 DL1272| DL1271 WARREN AR PWR LT CO MW              APPROX.13.1 KM 0982942.9 |
 DL1272| DL1312 HERMITAGE SO LUMBER CO TANK         APPROX. 8.6 KM 1733850.8 |
 DL1272| DL1311 BUCKSNORT LOOKOUT TWR 4 1 AFC       APPROX.11.7 KM 1934834.3 |
 DL1272| CY6044 FARMVILLE RM 2                       28.000 METERS 27529     |
 DL1272| DL1278 BANKS MUN TANK                      APPROX.10.1 KM 3115719.5 |
 DL1272|---------------------------------------------------------------------|
 DL1272
 DL1272                          SUPERSEDED SURVEY CONTROL
 DL1272
 DL1272  NAD 83(1986)-  33 31 14.96470(N)    092 11 15.68776(W) AD(       ) 1
 DL1272  NAD 27      -  33 31 14.56600(N)    092 11 15.17500(W) AD(       ) 1
 DL1272  NGVD 29 (07/19/86)   72.36   (m)          237.4    (f) LEVELING    3  
 DL1272
 DL1272.Superseded values are not recommended for survey control.
 DL1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1272.See file dsdata.txt to determine how the superseded data were derived.
 DL1272
 DL1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7543409323(NAD 83)
 DL1272_MARKER: DS = TRIANGULATION STATION DISK
 DL1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1272
 DL1272  HISTORY     - Date     Condition        Report By
 DL1272  HISTORY     - 1952     MONUMENTED       CGS
 DL1272  HISTORY     - 1964     GOOD             CGS
 DL1272  HISTORY     - 1965     GOOD             CGS
 DL1272
 DL1272                          STATION DESCRIPTION
 DL1272
 DL1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1272'THE STATION IS ABOUT 9-1/2 MILES SOUTHWEST OF WARREN, 6
 DL1272'MILES SOUTHEAST OF BANKS, 5-1/2 MILES NORTH OF HERMITAGE,
 DL1272'1-1/2 MILES SOUTHWEST OF THE SETTLEMENT OF FARMVILLE, 102
 DL1272'FEET EAST OF THE NORTHEAST CORNER OF A CHURCH, 64 FEET NORTHEAST
 DL1272'OF A POWER LINE POLE, 36 FEET WEST OF THE CENTER OF A GRAVELED
 DL1272'ROAD AND 22 FEET NORTH OF A LONE 12-INCH PINE TREE.
 DL1272'
 DL1272'TO REACH THE STATION FROM THE POST OFFICE IN HERMITAGE, GO
 DL1272'NORTH AND EAST ON STATE HIGHWAY 15 FOR 0.4 MILE TO A GRAVELED
 DL1272'ROAD LEFT AT A SIGN FARMVILLE, TURN LEFT AND GO NORTH ON
 DL1272'THE MAIN GRAVELED ROAD FOR 1.2 MILES TO A RAILROAD CROSSING,
 DL1272'CONTINUE NORTH 3.4 MILES TO A Y-JUNCTION, CONTINUE NORTH
 DL1272'0.3 MILE TO THE STATION ON THE LEFT.
 DL1272'
 DL1272'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH 0.15
 DL1272'MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST
 DL1272'0.15 MILE TO THE MARK ON THE RIGHT.
 DL1272'
 DL1272'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 DL1272'FARMVILLE 1952.
 DL1272'
 DL1272'REFERENCE MARK 1 IS 37 FEET SOUTHEAST OF AN 18-INCH OAK TREE,
 DL1272'27 FEET WEST OF THE CENTER OF THE ROAD AND 1 FOOT WEST OF
 DL1272'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1272'FARMVILLE NO 1 1952.
 DL1272'
 DL1272'REFERENCE MARK 2 IS 12 FEET NORTHEAST OF THE NORTHEAST CORNER
 DL1272'OF THE CHURCH AND 7 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 1
 DL1272'INCH AND THE DISK IS STAMPED FARMVILLE NO 2 1952.
 DL1272'
 DL1272'THE AZIMUTH MARK IS 119 FEET WEST OF THE NORTHWEST CORNER OF
 DL1272'A HOUSE, 28 FEET SOUTH OF THE CENTER OF THE ROAD, 3 FEET
 DL1272'SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND 2 FEET SOUTH
 DL1272'OF A POWER LINE POLE.  THE MARK PROJECTS 4 INCHES AND THE
 DL1272'DISK IS STAMPED FARMVILLE 1952.
 DL1272'
 DL1272'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1272
 DL1272                          STATION RECOVERY (1964)
 DL1272
 DL1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1272'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1272'CONDITION.  THE STATION MARK IS 16.15 FEET NORTH-NORTHEAST OF
 DL1272'AN IRON POST SUPPORTING THE SIGN FOR THE PLEASANT GROVE
 DL1272'BAPTIST CHURCH AND IS FLUSH WITH THE GROUND.
 DL1272'
 DL1272'R.M. NO. 1 WAS RECOVERED AS DESCRIBED EXCEPT THAT IT IS
 DL1272'ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 DL1272'
 DL1272'THE AZIMUTH MARK WAS RECOVERED ABOUT 27 FEET NORTHEAST
 DL1272'OF THE NORTHEAST CORNER OF A BRICK HOUSE AND 9 FEET SOUTHWEST
 DL1272'OF THE NORTHEAST CORNER OF YARD FENCE.  THE AZIMUTH MARK IS
 DL1272'NOT VISABLE FROM THE GROUND AT THE STATION DUE TO A HOUSE
 DL1272'ON LINE.
 DL1272'
 DL1272'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1272'FOR RECOVERY.
 DL1272
 DL1272                          STATION RECOVERY (1965)
 DL1272
 DL1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1272'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH
 DL1272'MARK WERE RECOVERED IN GOOD CONDITION.  THE HOUSE NEAR THE
 DL1272'AZIMUTH MARK MENTIONED IN THE PREVIOUS DESCRIPTION WAS TORN
 DL1272'DOWN AND A NEW HOUSE WAS BUILT.  THE 1952 AZIMUTH MARK WAS
 DL1272'REMOVED AT THE REQUEST OF THE PROPERTY OWNER AND A NEW AZIMUTH
 DL1272'MARK WAS ESTABLISHED.
 DL1272'
 DL1272'IT WAS NOTED THAT THIS STATION IS IN THE EAST 1/2 OF SEC. 1,
 DL1272'T. 14 S. R. 11 W.
 DL1272'
 DL1272'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND
 DL1272'CONCRETE POST AND STAMPED FARMVILLE 1952 RSET 1965 IS 37 FEET
 DL1272'SOUTH-SOUTHEAST OF A 36 INCH OAK TREE, 20 FEET NORTH OF THE
 DL1272'APPROXIMATE CENTERLINE OF A DIRT ROAD, 1.7 FEET SOUTHEAST
 DL1272'OF A STEEL WITNESS POST WITH A METAL SIGN AND 1 FOOT SOUTH
 DL1272'OF AN EAST-WEST FENCELINE.  THE MARK IS ABOUT 10 INCHES IN
 DL1272'DIAMETER AND PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF
 DL1272'THE GROUND.
 DL1272'
 DL1272'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DL1272'GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 DL1272'AND GO EAST ON DIRT ROAD FOR 0.15 MILE TO AZIMUTH MARK ON LEFT
 DL1272'(NORTH) SIDE OF ROAD AS DESCRIBED.
 DL1272'
 DL1272'THE LOCATION OF THE STATION AND REFERENCE MARKS AND THE ROUTE
 DL1272'TO THE STATION AS DESCRIBED IN THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DL1272'
 DL1272'HEIGHT OF LIGHT ABOVE STATION MARK 26.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1275 ***********************************************************************
 DL1275  DESIGNATION -  FARMVILLE RM A
 DL1275  PID         -  DL1275
 DL1275  STATE/COUNTY-  AR/BRADLEY
 DL1275  USGS QUAD   -  FARMVILLE (1985)
 DL1275
 DL1275                         *CURRENT SURVEY CONTROL
 DL1275  ___________________________________________________________________
 DL1275* NAD 83(1997)-  33 31 15.79673(N)    092 11 15.64058(W)     ADJUSTED  
 DL1275* NAVD 88     -        71.84   (+/-2cm)     235.7    (feet)  VERTCON   
 DL1275  ___________________________________________________________________
 DL1275  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DL1275  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DL1275
 DL1275  HORZ ORDER  -  FIRST
 DL1275  VERT ORDER  -  THIRD ? (See Below)
 DL1275
 DL1275.The horizontal coordinates were established by classical geodetic methods
 DL1275.and adjusted by the National Geodetic Survey in September 1999..
 DL1275
 DL1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1275.The vertical order pertains to the NGVD 29 superseded value.
 DL1275
 DL1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1275
 DL1275.The geoid height was determined by GEOID03.
 DL1275
 DL1275;                    North         East     Units Scale Factor Converg.
 DL1275;SPC AR S     -   494,778.652   382,565.448   MT  0.99995834   -0 06 18.1
 DL1275;SPC AR S     - 1,623,286.29  1,255,133.47   sFT  0.99995834   -0 06 18.1
 DL1275;UTM  15      - 3,709,348.857   575,435.561   MT  0.99967015   +0 26 55.0
 DL1275
 DL1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1275!SPC AR S     -   0.99999280  x   0.99995834  =   0.99995114
 DL1275!UTM  15      -   0.99999280  x   0.99967015  =   0.99966295
 DL1275
 DL1275:                Primary Azimuth Mark                     Grid Az
 DL1275:SPC AR S     -  WARREN AR PWR LT CO MW                   098 42 47.1
 DL1275:UTM  15      -  WARREN AR PWR LT CO MW                   098 09 34.0
 DL1275
 DL1275|---------------------------------------------------------------------|
 DL1275| PID    Reference Object                     Distance      Geod. Az  |
 DL1275|                                                           dddmmss.s |
 DL1275| DL1271 WARREN AR PWR LT CO MW              APPROX.13.1 KM 0983629.0 |
 DL1275| DL1303 SUMPTER                             APPROX.13.2 KM 1050906.5 |
 DL1275| DL1272 FARMVILLE                            26.004 METERS 18303     |
 DL1275| DL1278 BANKS MUN TANK                      APPROX.10.1 KM 3115025.2 |
 DL1275|---------------------------------------------------------------------|
 DL1275
 DL1275                          SUPERSEDED SURVEY CONTROL
 DL1275
 DL1275  NAD 83(1986)-  33 31 15.80759(N)    092 11 15.63426(W) AD(       ) 1
 DL1275  NAD 27      -  33 31 15.40886(N)    092 11 15.12151(W) AD(       ) 1
 DL1275  NGVD 29 (07/19/86)   71.92   (m)          236.0    (f) LEVELING    3  
 DL1275
 DL1275.Superseded values are not recommended for survey control.
 DL1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1275.See file dsdata.txt to determine how the superseded data were derived.
 DL1275
 DL1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7543609349(NAD 83)
 DL1275_MARKER: DS = TRIANGULATION STATION DISK
 DL1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1275+STABILITY: SURFACE MOTION
 DL1275
 DL1275  HISTORY     - Date     Condition        Report By
 DL1275  HISTORY     - 1965     MONUMENTED       CGS
 DL1275
 DL1275                          STATION DESCRIPTION
 DL1275
 DL1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1275'STATION IS AT THE SAME LOCATION AS TRIANGULATION STATION
 DL1275'FARMVILLE 1952, ON PROPERTY WHICH IS OWNED BY A MR. KERRY
 DL1275'CASTLEBERRY.  MR. CASTLEBERRYS PROPERTY ADJOINS THE PROPERTY
 DL1275'ON WHICH TRIANGULATION STATION FARMVILLE 1952 IS ESTABLISHED.
 DL1275'
 DL1275'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED
 DL1275'FARMVILLE RM A 1965, SET IN THE TOP OF A SQUARE CONCRETE
 DL1275'MONUMENT THAT PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF
 DL1275'THE GROUND.  MARK IS 135.2 FEET NORTHEAST OF THE NORTHEAST
 DL1275'CORNER OF THE PLEASANT GROVE BAPTIST CHURCH BUILDING,
 DL1275'87.3 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE
 DL1275'OF MR. CASTLEBERRY, 54 FEET WEST OF THE CENTER OF A GRAVELED
 DL1275'ROAD AND 28.6 FEET EAST-SOUTHEAST CORNER OF A WIRE FENCE
 DL1275'WHICH SURROUNDS THE CASTLEBERRY HOUSE AND YARD.
 DL1275'
 DL1275'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DL1275'FARMVILLE 1952, DISTANCE BEING 26.005 METERS OR 85.32 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0642 ***********************************************************************
 GG0642  DESIGNATION -  FAY
 GG0642  PID         -  GG0642
 GG0642  STATE/COUNTY-  AR/WASHINGTON
 GG0642  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0642
 GG0642                         *CURRENT SURVEY CONTROL
 GG0642  ___________________________________________________________________
 GG0642* NAD 83(1997)-  36 00 13.30202(N)    094 10 13.20728(W)     ADJUSTED  
 GG0642* NAVD 88     -       377.3    (meters)    1238.     (feet)  GPS OBS   
 GG0642  ___________________________________________________________________
 GG0642  X           -    -375,683.925 (meters)                     COMP
 GG0642  Y           -  -5,152,362.116 (meters)                     COMP
 GG0642  Z           -   3,728,728.751 (meters)                     COMP
 GG0642  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 GG0642  ELLIP HEIGHT-         349.40  (meters)          (09/14/99) GPS OBS
 GG0642  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0642
 GG0642  HORZ ORDER  -  SECOND
 GG0642  ELLP ORDER  -  FOURTH    CLASS I
 GG0642
 GG0642.This mark is at Drake Field Airport (FYV)
 GG0642
 GG0642.The horizontal coordinates were established by classical geodetic methods
 GG0642.and adjusted by the National Geodetic Survey in September 1999..
 GG0642
 GG0642.The orthometric height was determined by GPS observations and a
 GG0642.high-resolution geoid model.
 GG0642
 GG0642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0642
 GG0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0642
 GG0642.The ellipsoidal height was determined by GPS observations
 GG0642.and is referenced to NAD 83.
 GG0642
 GG0642.The geoid height was determined by GEOID03.
 GG0642
 GG0642;                    North         East     Units Scale Factor Converg.
 GG0642;SPC AR N     -   187,471.949   204,346.840   MT  0.99996266   -1 15 46.5
 GG0642;SPC AR N     -   615,064.22    670,427.92   sFT  0.99996266   -1 15 46.5
 GG0642;UTM  15      - 3,984,991.581   394,523.091   MT  0.99973708   -0 41 16.9
 GG0642
 GG0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0642!SPC AR N     -   0.99994516  x   0.99996266  =   0.99990783
 GG0642!UTM  15      -   0.99994516  x   0.99973708  =   0.99968226
 GG0642
 GG0642:                Primary Azimuth Mark                     Grid Az
 GG0642:SPC AR N     -  FAYETTEVILLE TV STA KGTO MAST            080 40 31.2
 GG0642:UTM  15      -  FAYETTEVILLE TV STA KGTO MAST            080 06 01.6
 GG0642
 GG0642|---------------------------------------------------------------------|
 GG0642| PID    Reference Object                     Distance      Geod. Az  |
 GG0642|                                                           dddmmss.s |
 GG0642| GG0623 FAYETTEVILLE TV STA KGTO MAST       APPROX. 7.9 KM 0792444.7 |
 GG0642| GG0532 FAYETTEVILLE MUN APT ARP             20.687 METERS 11732     |
 GG0642| CI0886 FAYETTEVILLE MUN APT ARP STA BCN                   1614506.1 |
 GG0642| CI0885 FAY RM 1                             22.362 METERS 18519     |
 GG0642| GG0643 FAYETTEVILLE MUN APT BEACON         475.618 METERS 3254540.8 |
 GG0642| GG0644 FAYETTEVILLE W MUN TANK             APPROX. 7.1 KM 3450611.0 |
 GG0642|---------------------------------------------------------------------|
 GG0642
 GG0642                          SUPERSEDED SURVEY CONTROL
 GG0642
 GG0642  NAD 83(1997)-  36 00 13.31337(N)    094 10 13.20702(W) AD(       ) 2
 GG0642  NAD 83(1986)-  36 00 13.31174(N)    094 10 13.20660(W) AD(       ) 2
 GG0642  NAD 27      -  36 00 13.02350(N)    094 10 12.47154(W) AD(       ) 2
 GG0642  NGVD 29 (01/07/94)  377.27   (m)         1237.8    (f) LEVELING    3  
 GG0642
 GG0642.Superseded values are not recommended for survey control.
 GG0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0642.See file dsdata.txt to determine how the superseded data were derived.
 GG0642
 GG0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9452384992(NAD 83)
 GG0642_MARKER: DS = TRIANGULATION STATION DISK
 GG0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0642_SP_SET: CONCRETE POST
 GG0642_STAMPING: FAY 1971
 GG0642_MARK LOGO: CGS   
 GG0642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GG0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0642+STABILITY: SURFACE MOTION
 GG0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0642+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1992
 GG0642
 GG0642  HISTORY     - Date     Condition        Report By
 GG0642  HISTORY     - 1971     MONUMENTED       CGS
 GG0642  HISTORY     - 1971     GOOD             NGS
 GG0642  HISTORY     - 1972     GOOD             NGS
 GG0642  HISTORY     - 1979     POOR             NGS
 GG0642  HISTORY     - 1983     GOOD             NGS
 GG0642  HISTORY     - 19880511 GOOD             NGS
 GG0642  HISTORY     - 19921104 GOOD             NOS
 GG0642
 GG0642                          STATION DESCRIPTION
 GG0642
 GG0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 (ILC)
 GG0642'THE STATION IS LOCATED ON THE FAYETTEVILLE MUNICIPAL AIRPORT, WHICH
 GG0642'IS LOCATED ABOUT 4 MILES SOUTH OF THE CENTER OF FAYETTEVILLE, ALONG
 GG0642'THE EAST SIDE OF U. S. HIGHWAY 71, ABOUT 1,000 FEET SOUTH-SOUTHEAST
 GG0642'OF THE TERMINAL BUILDING, BETWEEN THE TAXIWAY AND THE RUNWAY, IN
 GG0642'THE SOUTHWEST 1/4 SECTION OF SECTION 4, R 30 W T 15 N AND ON
 GG0642'PROPERTY OF THE FAYETTEVILLE MUNICIPAL AIRPORT.  MR. RAY ELLIS
 GG0642'IS THE AIRPORT MANAGER AND MUST BE CONTACTED BEFORE VISITING THE
 GG0642'STATION.
 GG0642'
 GG0642'TO REACH THE STATION FROM THE ENTRANCE TO THE RUNWAY AREA, (ABOUT 0.1
 GG0642'MILE NORTH OF THE LARGE HANGAR BUILDING), GO SOUTH ON TAXIWAY FOR
 GG0642'0.25 MILE TO THE AIRPORT TERMINAL ON RIGHT.  CONTINUE SOUTH ON
 GG0642'TAXIWAY FOR 0.2 MILE TO STATION ON LEFT.
 GG0642'
 GG0642'STATION MARKS ARE STANDARD DISKS STAMPED FAY 1971.  THE SURFACE DISK
 GG0642'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GG0642'SET 1-INCH BELOW THE GROUND SURFACE.  IT IS 162.5 FEET EAST OF THE
 GG0642'EAST EDGE OF THE TAXIWAY, 128.5 FEET WEST OF THE WEST EDGE OF THE
 GG0642'RUNWAY AND 73.5 FEET NORTH-NORTHEAST OF THE CENTER OF A 4 BY 9
 GG0642'FOOT CONCRETE STORM DRAIN.  THE UNDERGROUND MARK IS SET IN AN
 GG0642'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 GG0642'
 GG0642'REFERENCE MARK 1, A STANDARD DISK STAMPED FAY NO 1 1971, IS CEMENTED
 GG0642'IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE 4 BY 9 FOOT
 GG0642'CONCRETE STORM DRAIN THAT IS ABOUT FLUSH WITH THE GROUND SURFACE.
 GG0642'IT IS ABOUT 1-FOOT LOWER IN ELEVATION THAN THE STATION.
 GG0642'
 GG0642'ARP 1963, A STANDARD TOPOGRAPHIC STATION DISK STAMPED ARP 1963, IS
 GG0642'SET IN THE TOP OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GG0642'FLUSH WITH THE GROUND SURFACE.  IT IS 213 FEET EAST OF THE EAST
 GG0642'EDGE OF THE TAXIWAY, 80 FEET NORTHEAST OF THE CENTER OF THE
 GG0642'CONCRETE STORM DRAIN AND 75.5 FEET WEST OF THE WEST EDGE OF THE
 GG0642'RUNWAY.
 GG0642'
 GG0642'AP 1963 STA. B, A TOPOGRAPHIC STATION DISK STAMPED AP 1963 STA.B IS
 GG0642'SET IN THE TOP OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GG0642'FLUSH WITH THE GROUND SURFACE.  IT IS 90 FEET EAST OF THE SOUTHEAST
 GG0642'CORNER OF THE RUNWAY AND 10 FEET WEST OF THE EMBANKMENT.
 GG0642'
 GG0642'TO REACH THE AP 1963 STA. B, FROM THE STATION, GO SOUTH ON TAXIWAY
 GG0642'0.4 MILE TO THE SOUTH END OF TAXIWAY.  TURN LEFT AND GO EAST FOR
 GG0642'0.05 MILE TO THE SOUTHEAST CORNER OF THE RUNWAY AND STATION.
 GG0642'
 GG0642'AP 1963 STA. B, WAS USED FOR THE AZIMUITH MARK.
 GG0642'
 GG0642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FAYETTEVILLE
 GG0642'MUNICIPAL AIRPORT.
 GG0642'
 GG0642'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GG0642
 GG0642                          STATION RECOVERY (1971)
 GG0642
 GG0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GG0642'RECOVERED IN GOOD CONDITION.
 GG0642
 GG0642                          STATION RECOVERY (1972)
 GG0642
 GG0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 GG0642'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GG0642
 GG0642                          STATION RECOVERY (1979)
 GG0642
 GG0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 GG0642'REFERENCE MARK 1, ARP 1963, AND AP 1963 STA B WERE RECOVERED AS
 GG0642'DESCRIBED IN GOOD CONDITION.  THE STATION MARK WAS RECOVERED BUT
 GG0642'APPEARS TO HAVE BEEN HIT.  THE ANGLE IN THE ORIGINAL DESCRIPTION
 GG0642'BETWEEN AP 1963 STA B AND APT BCN FAYETTEVILLE MUNI. APT COULD NOT
 GG0642'BE CHECKED BETTER THAN 29 SECONDS.
 GG0642'
 GG0642'IT SHOULD ALSO BE NOTED THAT FAYETTEVILLE TV STA KGTO MAST 1971 IN
 GG0642'THE DESCRIPTION HAS BEEN DESTROYED AND ANOTHER TV TOWER ERECTED IN
 GG0642'THE SAME AREA.
 GG0642'
 GG0642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DARK FIELD
 GG0642'(FAYETTEVILLE MUNICIPAL AIRPORT).
 GG0642
 GG0642                          STATION RECOVERY (1983)
 GG0642
 GG0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 GG0642'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.  THE
 GG0642'STATION MARK HAS BEEN HIT AND IS SLIGHTLY DISTURBED.  ARP 1963 HAS
 GG0642'BEEN DESTROYED.  THE AZIMUTH MARK, AP 1963 STA B HAS ALSO BEEN
 GG0642'DESTROYED.
 GG0642'
 GG0642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DRAKE FIELD.
 GG0642
 GG0642                          STATION RECOVERY (1988)
 GG0642
 GG0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GG0642'STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT JUST EAST OF THE
 GG0642'TERMINAL BUILDING IN THE GRASS ISLAND BETWEEN THE RAMP AND THE RUNWAY.
 GG0642'IT IS 162.7 FT (49.6 M) EAST OF THE EAST EDGE OF THE RAMP AT TAXIWAY
 GG0642'LIGHT 292, 115.9 FT (35.3 M) SOUTH OF THE SOUTH EDGE OF A CONNECTING
 GG0642'TAXIWAY, 123.8 FT (37.7 M) SOUTHWEST OF A TAXIWAY SIGN 67, AND 165.9
 GG0642'FT (50.6 M) NORTHWEST OF THE SECOND RUNWAY LIGHT SOUTH OF THE TAXIWAY
 GG0642'SIGN.  A STANDARD TRIANGULATION DISK STAMPED FAY 1971, SET IN THE TOP
 GG0642'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET 1 INCH BELOW
 GG0642'THE GROUND SURFACE.  THE STATION HAS BEEN HIT AND THE MONUMENT IS
 GG0642'DAMAGED BUT THE DISK IS NOT DAMAGED.
 GG0642
 GG0642                          STATION RECOVERY (1992)
 GG0642
 GG0642'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 GG0642'THE STATION IS LOCATED AT DRAKE FIELD, FAYETTEVILLE, AR.  NEAR
 GG0642'MIDFIELD AND IN THE GRASS MEDIAN BETWEEN THE RAMP AND RUNWAY 16-34.
 GG0642'THE STATION IS IN A GRASS MEDIAN BETWEEN THE RAMP AND RUNWAY 16-34
 GG0642'NEAR THE CENTER OF THE AIRPORT AND JUST EAST OF THE TERMINAL
 GG0642'BUILDING.
 GG0642'THE STATION IS LOCATED 50.56 M (165.88 FT) NORTHWEST OF THE SECOND
 GG0642'RUNWAY LIGHT SOUTH OF A TAXIWAY SIGN, 49.59 M (162.70 FT) EAST OF THE
 GG0642'EAST EDGE OF THE RAMP AT TAXIWAY LIGHT NUMBER 292, 37.73 M
 GG0642'(123.79 FT) SOUTHWEST OF TAXIWAY SIGN NUMBER 67, AND 35.32 M
 GG0642'(115.88 FT) SOUTH OF THE SOUTH EDGE OF A CONNECTING TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0088 ***********************************************************************
 GG0088  DESIGNATION -  FAYETTEVILLE
 GG0088  PID         -  GG0088
 GG0088  STATE/COUNTY-  AR/WASHINGTON
 GG0088  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0088
 GG0088                         *CURRENT SURVEY CONTROL
 GG0088  ___________________________________________________________________
 GG0088* NAD 83(1986)-  36 04 04.     (N)    094 10 18.     (W)     SCALED    
 GG0088* NAVD 88     -       435.182  (meters)    1427.76   (feet)  ADJUSTED  
 GG0088  ___________________________________________________________________
 GG0088  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0088  DYNAMIC HT  -         434.792 (meters)    1426.48  (feet)  COMP
 GG0088  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 GG0088
 GG0088  VERT ORDER  -  FIRST     CLASS II
 GG0088
 GG0088.The horizontal coordinates were scaled from a topographic map and have
 GG0088.an estimated accuracy of +/- 6 seconds.
 GG0088
 GG0088.The orthometric height was determined by differential leveling
 GG0088.and adjusted by the National Geodetic Survey in June 1991..
 GG0088.WARNING-Repeat measurements at this control monument indicate possible
 GG0088.vertical movement.
 GG0088
 GG0088.The geoid height was determined by GEOID03.
 GG0088
 GG0088.The dynamic height is computed by dividing the NAVD 88
 GG0088.geopotential number by the normal gravity value computed on the
 GG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0088.degrees latitude (g = 980.6199 gals.).
 GG0088
 GG0088.The modeled gravity was interpolated from observed gravity values.
 GG0088
 GG0088;                    North         East    Units  Estimated Accuracy
 GG0088;SPC AR N     -   194,580.      204,380.      MT  (+/- 180 meters Scaled)
 GG0088
 GG0088                          SUPERSEDED SURVEY CONTROL
 GG0088
 GG0088  NGVD 29 (10/05/93)  435.018  (m)         1427.22   (f) ADJUSTED    1 2
 GG0088
 GG0088.Superseded values are not recommended for survey control.
 GG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0088.See file dsdata.txt to determine how the superseded data were derived.
 GG0088
 GG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV944921(NAD 83)
 GG0088_MARKER: DB = BENCH MARK DISK
 GG0088_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GG0088+WITH SETTING: PAVEMENT
 GG0088_SP_SET: BALUSTRADE
 GG0088_STAMPING: FAYETTEVILLE 1932 1427.199
 GG0088_MARK LOGO: CGS   
 GG0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0088+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2006
 GG0088
 GG0088  HISTORY     - Date     Condition        Report By
 GG0088  HISTORY     - 1932     MONUMENTED       CGS
 GG0088  HISTORY     - 1960     GOOD             NGS
 GG0088  HISTORY     - 1987     GOOD             USPSQD
 GG0088  HISTORY     - 1988     GOOD             USPSQD
 GG0088  HISTORY     - 19891114 GOOD             NGS
 GG0088  HISTORY     - 19961102 GOOD             USPSQD
 GG0088  HISTORY     - 19981031 GOOD             USPSQD
 GG0088  HISTORY     - 20050415 GOOD             GEOCAC
 GG0088  HISTORY     - 20060805 GOOD             GEOCAC
 GG0088
 GG0088                          STATION DESCRIPTION
 GG0088
 GG0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0088'AT FAYETTEVILLE.
 GG0088'AT FAYETTEVILLE, WASHINGTON COUNTY, AT THE UNIVERSITY OF ARKANSAS,
 GG0088'ON THE NORTH SIDE OF THE ENGINEERING BUILDING, WEST OF THE
 GG0088'ENTRANCE, AND IN THE TOP OF THE BALUSTRADE.  A STANDARD DISK,
 GG0088'STAMPED 1427.199 FAYETTEVILLE 1932.
 GG0088
 GG0088                          STATION RECOVERY (1987)
 GG0088
 GG0088'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0088'RECOVERED IN GOOD CONDITION.
 GG0088
 GG0088                          STATION RECOVERY (1988)
 GG0088
 GG0088'RECOVERY NOTE BY US POWER SQUADRON 1988 (VWK)
 GG0088'RECOVERED IN GOOD CONDITION.
 GG0088
 GG0088                          STATION RECOVERY (1989)
 GG0088
 GG0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0088'RECOVERED IN GOOD CONDITION.
 GG0088
 GG0088                          STATION RECOVERY (1996)
 GG0088
 GG0088'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0088'RECOVERED IN GOOD CONDITION.
 GG0088
 GG0088                          STATION RECOVERY (1998)
 GG0088
 GG0088'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0088'RECOVERED IN GOOD CONDITION.
 GG0088
 GG0088                          STATION RECOVERY (2005)
 GG0088
 GG0088'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0088'MARK IN GOOD SHAPE.
 GG0088
 GG0088                          STATION RECOVERY (2006)
 GG0088
 GG0088'RECOVERY NOTE BY GEOCACHING 2006 (CTO)
 GG0088'RECOVERED IN GOOD CONDITION. SCALED HORIZONTAL NAD83 COORDINATES OF 36
 GG0088'04 04N, 094 10 18W FOR THIS MARK ARE NW OF THE TRUE POSITION BY ABOUT
 GG0088'380 FEET.  MORE ACCURATE COORDINATES WOULD BE 36 04 02N, 94 10 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0626 ***********************************************************************
 GG0626  DESIGNATION -  FAYETTEVILLE CENTRAL PRESB CH
 GG0626  PID         -  GG0626
 GG0626  STATE/COUNTY-  AR/WASHINGTON
 GG0626  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0626
 GG0626                         *CURRENT SURVEY CONTROL
 GG0626  ___________________________________________________________________
 GG0626* NAD 83(1997)-  36 03 59.38146(N)    094 09 37.55509(W)     ADJUSTED  
 GG0626* NAVD 88     -                                                        
 GG0626  ___________________________________________________________________
 GG0626  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 GG0626  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0626
 GG0626  HORZ ORDER  -  THIRD
 GG0626
 GG0626.The horizontal coordinates were established by classical geodetic methods
 GG0626.and adjusted by the National Geodetic Survey in September 1999..
 GG0626
 GG0626
 GG0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0626
 GG0626.The geoid height was determined by GEOID03.
 GG0626
 GG0626;                    North         East     Units Scale Factor Converg.
 GG0626;SPC AR N     -   194,418.656   205,392.351   MT  0.99997127   -1 15 25.8
 GG0626;SPC AR N     -   637,855.21    673,858.07   sFT  0.99997127   -1 15 25.8
 GG0626;UTM  15      - 3,991,946.812   395,498.684   MT  0.99973456   -0 40 59.6
 GG0626
 GG0626                          SUPERSEDED SURVEY CONTROL
 GG0626
 GG0626  NAD 83(1997)-  36 03 59.39220(N)    094 09 37.55488(W) AD(       ) 4
 GG0626  NAD 83(1986)-  36 03 59.39121(N)    094 09 37.55508(W) AD(       ) 4
 GG0626  NAD 27      -  36 03 59.10300(N)    094 09 36.82200(W) AD(       ) 3
 GG0626
 GG0626.Superseded values are not recommended for survey control.
 GG0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0626.See file dsdata.txt to determine how the superseded data were derived.
 GG0626
 GG0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9549991947(NAD 83)
 GG0626_MARKER: 53 = ELEVATED TANK
 GG0626
 GG0626  HISTORY     - Date     Condition        Report By
 GG0626  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0626  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0626
 GG0626                          STATION DESCRIPTION
 GG0626
 GG0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0626'THIS INTERSECTION STATION IS THE CENTER OF THE SPIRE ON THE
 GG0626'CENTRAL PRESBYTERIAN CHURCH.  THE CHURCH IS A RED BRICK
 GG0626'BUILDING TRIMMED IN WHITE STONE AND HAS A HIP ROOF WITH
 GG0626'PLATFORM AND CUPOLA ON TOP.  THERE IS A TOWER ON THE S SIDE
 GG0626'OF THE BUILDING ABOUT 20 FEET W OF THE SE CORNER.  THE TOWER
 GG0626'IS SQUARE RED BRICK TRIMMED IN WHITE STONE AND HAS BUTTRESS
 GG0626'CORNERS WITH WHITE STONE CAPS.  THE TOWER HAS A TALL LOUVERED
 GG0626'WINDOW ABOVE A GLASS WINDOW ON EACH SIDE.  TOWER HAS A SQUARE
 GG0626'PYRADIMAL ROOF WITH AN ORNAMENTAL FINIAL AT THE TIP.  THE
 GG0626'SPIRE IS ABOUT 75 FEET HIGH AND IS NOT VERY PROMINENT.  THE
 GG0626'BUILDING WAS ERECTED IN 1904.  THE CHURCH IS ABOUT 1/4 MILE
 GG0626'N OF THE BUSINES SECTION OF FAYETTEVILLE, AT THE NE CORNER
 GG0626'OF W DICKSON STREET AND ST. CHARLES AVENUE, AND ON THE
 GG0626'EXTENSION OF N BLOCK STREET TO THE S.  THERE IS A SPIRE
 GG0626'ON THE CENTRAL METHODIST CHURCH WHICH IS SIMILAR IN
 GG0626'APPEARANCE BUT OCTAGONAL IN SHAPE 1 BLOCK E OF THIS
 GG0626'STATION.
 GG0626
 GG0626                          STATION RECOVERY (1988)
 GG0626
 GG0626'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0635 ***********************************************************************
 GG0635  DESIGNATION -  FAYETTEVILLE CENTRAL METH CH
 GG0635  PID         -  GG0635
 GG0635  STATE/COUNTY-  AR/WASHINGTON
 GG0635  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0635
 GG0635                         *CURRENT SURVEY CONTROL
 GG0635  ___________________________________________________________________
 GG0635* NAD 83(1997)-  36 03 59.07875(N)    094 09 32.81776(W)     ADJUSTED  
 GG0635* NAVD 88     -                                                        
 GG0635  ___________________________________________________________________
 GG0635  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 GG0635  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0635
 GG0635  HORZ ORDER  -  THIRD
 GG0635
 GG0635.The horizontal coordinates were established by classical geodetic methods
 GG0635.and adjusted by the National Geodetic Survey in September 1999..
 GG0635
 GG0635
 GG0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0635
 GG0635.The geoid height was determined by GEOID03.
 GG0635
 GG0635;                    North         East     Units Scale Factor Converg.
 GG0635;SPC AR N     -   194,406.728   205,510.663   MT  0.99997126   -1 15 23.0
 GG0635;SPC AR N     -   637,816.07    674,246.23   sFT  0.99997126   -1 15 23.0
 GG0635;UTM  15      - 3,991,936.073   395,617.082   MT  0.99973425   -0 40 56.9
 GG0635
 GG0635                          SUPERSEDED SURVEY CONTROL
 GG0635
 GG0635  NAD 83(1997)-  36 03 59.08950(N)    094 09 32.81755(W) AD(       ) 4
 GG0635  NAD 83(1986)-  36 03 59.08851(N)    094 09 32.81775(W) AD(       ) 4
 GG0635  NAD 27      -  36 03 58.80000(N)    094 09 32.08700(W) AD(       ) 3
 GG0635
 GG0635.Superseded values are not recommended for survey control.
 GG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0635.See file dsdata.txt to determine how the superseded data were derived.
 GG0635
 GG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9561791936(NAD 83)
 GG0635_MARKER: 90 = CHURCH SPIRE
 GG0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0635+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GG0635
 GG0635  HISTORY     - Date     Condition        Report By
 GG0635  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0635  HISTORY     - 1988     GOOD             USPSQD
 GG0635  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 GG0635  HISTORY     - 19981031 GOOD             USPSQD
 GG0635  HISTORY     - 20050415 GOOD             GEOCAC
 GG0635
 GG0635                          STATION DESCRIPTION
 GG0635
 GG0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0635'THIS INTERSECTION STATION IS THE CENTER OF THE SPIRE ON THE
 GG0635'CENTRAL METHODIST CHURCH.  THE CHURCH IS A RED BRICK BUILDING
 GG0635'WITH A SQUARE RED BRICK TOWER AT THE SE CORNER OVER THE
 GG0635'ENTRANCE.  THERE IS A WINDOW WITH SEMICIRCULAR TOP AND WHITE
 GG0635'WOODEN FACE ON EACH SIDE OF THE TOWER.  THE TOWER HAS AN
 GG0635'OCTAGONAL GRAY SLATE-COVERED ROOF PYRAMIDAL IN SHAPE WITH
 GG0635'AN ORNAMENTAL FINIAL WITH WEATHER VANE AT THE TIP.  THE
 GG0635'SPIRE IS ABOUT 75 FEET HIGH AND IS NOT VERY PROMINENT.  THE
 GG0635'BUILDING WAS ERECTED IN 1899.  THE CHURCH IS ABOUT 1/4 MILE
 GG0635'N OF THE BUSINESS SECTION OF FAYETTEVILLE, AT THE NW CORNER
 GG0635'OF W DICKSON STREET AND HIGHLAND AVENUE, AND 1 BLOCK W OF
 GG0635'N COLLEGE AVENUE (U.S. HIGHWAY 71).  THERE IS A SPIRE ON
 GG0635'THE CENTRAL PRESBYTERIAN CHURCH WHICH IS SIMILAR IN
 GG0635'APPEARANCE BUT SQUARE IN SHAPE 1 BLOCK W OF THIS STATION.
 GG0635'THERE IS ANOTHER SPIRE WHICH IS HIGHER AND MUCH MORE
 GG0635'PROMINENT 1 BLOCK E AND 1 BLOCK S.
 GG0635
 GG0635                          STATION RECOVERY (1988)
 GG0635
 GG0635'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0635'RECOVERED IN GOOD CONDITION.
 GG0635
 GG0635                          STATION RECOVERY (1996)
 GG0635
 GG0635'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0635'MARK NOT FOUND.
 GG0635
 GG0635                          STATION RECOVERY (1998)
 GG0635
 GG0635'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0635'RECOVERED IN GOOD CONDITION.
 GG0635
 GG0635                          STATION RECOVERY (2005)
 GG0635
 GG0635'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0635'NOT THE ORIGINAL SPIRE BUT MARK STILL LOCATED IN SAME PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7119 ***********************************************************************
 DH7119  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7119  DESIGNATION -  FAYETTEVILLE CORS ARP
 DH7119  CORS_ID     -  ARFY
 DH7119  PID         -  DH7119
 DH7119  STATE/COUNTY-  AR/WASHINGTON
 DH7119  USGS QUAD   -  FAYETTEVILLE (1995)
 DH7119
 DH7119                         *CURRENT SURVEY CONTROL
 DH7119  ___________________________________________________________________
 DH7119* NAD 83(CORS)-  36 06 56.85173(N)    094 10 48.13582(W)     ADJUSTED  
 DH7119* NAVD 88     -                                                        
 DH7119  ___________________________________________________________________
 DH7119  EPOCH DATE  -        2002.00
 DH7119  X           -    -376,022.787 (meters)                     COMP
 DH7119  Y           -  -5,144,997.003 (meters)                     COMP
 DH7119  Z           -   3,738,785.244 (meters)                     COMP
 DH7119  ELLIP HEIGHT-         350.70  (meters)          (11/??/05) GPS OBS
 DH7119  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DH7119
 DH7119  HORZ ORDER  -  SPECIAL (CORS)
 DH7119  ELLP ORDER  -  SPECIAL (CORS)
 DH7119
 DH7119.ITRF positions are available for this station.
 DH7119.The coordinates were established by GPS observations
 DH7119.and adjusted by the National Geodetic Survey in November 2005..
 DH7119.The coordinates are valid at the epoch date displayed above.
 DH7119.The epoch date for horizontal control is a decimal equivalence
 DH7119.of Year/Month/Day.
 DH7119
 DH7119
 DH7119.The PID for the CORS L1 Phase Center is DH7120.
 DH7119
 DH7119.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7119
 DH7119.The ellipsoidal height was determined by GPS observations
 DH7119.and is referenced to NAD 83.
 DH7119
 DH7119.The geoid height was determined by GEOID03.
 DH7119
 DH7119;                    North         East     Units Scale Factor Converg.
 DH7119;SPC AR N     -   199,926.166   203,747.686   MT  0.99997888   -1 16 06.8
 DH7119;SPC AR N     -   655,924.43    668,462.20   sFT  0.99997888   -1 16 06.8
 DH7119
 DH7119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7119!SPC AR N     -   0.99994496  x   0.99997888  =   0.99992384
 DH7119
 DH7119                          SUPERSEDED SURVEY CONTROL
 DH7119
 DH7119.No superseded survey control is available for this station.
 DH7119
 DH7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9379997436(NAD 83)
 DH7119_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7119
 DH7119                          STATION DESCRIPTION
 DH7119
 DH7119'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7119'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7119'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7119'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7119'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7119'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7120 ***********************************************************************
 DH7120  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7120  DESIGNATION -  FAYETTEVILLE CORS L1 PHASE CENTER
 DH7120  CORS_ID     -  ARFY
 DH7120  PID         -  DH7120
 DH7120  STATE/COUNTY-  AR/WASHINGTON
 DH7120  USGS QUAD   -  FAYETTEVILLE (1995)
 DH7120
 DH7120                         *CURRENT SURVEY CONTROL
 DH7120  ___________________________________________________________________
 DH7120* NAD 83(CORS)-  36 06 56.85174(N)    094 10 48.13580(W)     ADJUSTED  
 DH7120* NAVD 88     -                                                        
 DH7120  ___________________________________________________________________
 DH7120  EPOCH DATE  -        2002.00
 DH7120  X           -    -376,022.791 (meters)                     COMP
 DH7120  Y           -  -5,144,997.067 (meters)                     COMP
 DH7120  Z           -   3,738,785.291 (meters)                     COMP
 DH7120  ELLIP HEIGHT-         350.78  (meters)          (11/??/05) GPS OBS
 DH7120  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DH7120
 DH7120  HORZ ORDER  -  SPECIAL (CORS)
 DH7120  ELLP ORDER  -  SPECIAL (CORS)
 DH7120
 DH7120.ITRF positions are available for this station.
 DH7120.The coordinates were established by GPS observations
 DH7120.and adjusted by the National Geodetic Survey in November 2005..
 DH7120.The coordinates are valid at the epoch date displayed above.
 DH7120.The epoch date for horizontal control is a decimal equivalence
 DH7120.of Year/Month/Day.
 DH7120
 DH7120
 DH7120.The PID for the CORS ARP is DH7119.
 DH7120
 DH7120.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7120
 DH7120.The ellipsoidal height was determined by GPS observations
 DH7120.and is referenced to NAD 83.
 DH7120
 DH7120.The geoid height was determined by GEOID03.
 DH7120
 DH7120;                    North         East     Units Scale Factor Converg.
 DH7120;SPC AR N     -   199,926.166   203,747.686   MT  0.99997888   -1 16 06.8
 DH7120;SPC AR N     -   655,924.43    668,462.20   sFT  0.99997888   -1 16 06.8
 DH7120
 DH7120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7120!SPC AR N     -   0.99994495  x   0.99997888  =   0.99992383
 DH7120
 DH7120                          SUPERSEDED SURVEY CONTROL
 DH7120
 DH7120.No superseded survey control is available for this station.
 DH7120
 DH7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9379997436(NAD 83)
 DH7120_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7120
 DH7120                          STATION DESCRIPTION
 DH7120
 DH7120'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7120'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7120'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7120'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7120'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7120'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0637 ***********************************************************************
 GG0637  DESIGNATION -  FAYETTEVILLE COUNTRY CLUB TANK
 GG0637  PID         -  GG0637
 GG0637  STATE/COUNTY-  AR/WASHINGTON
 GG0637  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0637
 GG0637                         *CURRENT SURVEY CONTROL
 GG0637  ___________________________________________________________________
 GG0637* NAD 83(1997)-  36 01 35.24552(N)    094 09 28.30043(W)     ADJUSTED  
 GG0637* NAVD 88     -                                                        
 GG0637  ___________________________________________________________________
 GG0637  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GG0637  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GG0637
 GG0637  HORZ ORDER  -  THIRD
 GG0637
 GG0637.The horizontal coordinates were established by classical geodetic methods
 GG0637.and adjusted by the National Geodetic Survey in September 1999..
 GG0637
 GG0637
 GG0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0637
 GG0637.The geoid height was determined by GEOID03.
 GG0637
 GG0637;                    North         East     Units Scale Factor Converg.
 GG0637;SPC AR N     -   189,972.200   205,526.531   MT  0.99996564   -1 15 20.4
 GG0637;SPC AR N     -   623,267.13    674,298.29   sFT  0.99996564   -1 15 20.4
 GG0637;UTM  15      - 3,987,502.966   395,677.380   MT  0.99973410   -0 40 51.8
 GG0637
 GG0637                          SUPERSEDED SURVEY CONTROL
 GG0637
 GG0637  NAD 83(1997)-  36 01 35.25610(N)    094 09 28.30030(W) AD(       ) 4
 GG0637  NAD 83(1986)-  36 01 35.25523(N)    094 09 28.29990(W) AD(       ) 4
 GG0637  NAD 27      -  36 01 34.96500(N)    094 09 27.56600(W) AD(       ) 3
 GG0637
 GG0637.Superseded values are not recommended for survey control.
 GG0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0637.See file dsdata.txt to determine how the superseded data were derived.
 GG0637
 GG0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9567787503(NAD 83)
 GG0637_MARKER: 53 = ELEVATED TANK
 GG0637
 GG0637  HISTORY     - Date     Condition        Report By
 GG0637  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0637  HISTORY     - 1963     GOOD             CGS
 GG0637  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0637
 GG0637                          STATION DESCRIPTION
 GG0637
 GG0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0637'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK
 GG0637'AT THE FAYETTEVILLE COUNTRY CLUB (GOLF COURSE).  IT IS A
 GG0637'SMALL STEEL TANK WITH FLAT BOTTOM AND CONICAL TOP WITHOUT
 GG0637'BALL OR FINIAL AT THE TIP.  IT IS SUPPORTED BY FOUR LEGS AND
 GG0637'HAS A PLATFORM WITH A STEEL RAILING AT THE BASE OF THE BOWL.
 GG0637'IT IS ABOUT 75 FEET HIGH AND IS QUITE PROMINENT.  THE TANK
 GG0637'IS ABOUT 2-1/2 MILES S OF FAYETTEVILLE, AND ABOUT 1/2 MILE E
 GG0637'OF U.S. HIGHWAY 71, ON TOP OF THE LARGEST AND CENTRAL PEAK
 GG0637'OF BAXTER MOUNTAIN.  IT IS ON THE GOLF COURSE ABOUT 800
 GG0637'FEET S OF THE CLUBHOUSE AND ON THE CREST OF THE RIDGE
 GG0637'RUNNING S FROM THE CLUBHOUSE, AND IS ABOUT 75 FEET NW OF
 GG0637'NO. 5 GREEN.
 GG0637
 GG0637                          STATION RECOVERY (1963)
 GG0637
 GG0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 GG0637'STATION NOT RECOVERED, TANK WAS TORN DOWN IN 1962.
 GG0637
 GG0637                          STATION RECOVERY (1988)
 GG0637
 GG0637'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0640 ***********************************************************************
 GG0640  DESIGNATION -  FAYETTEVILLE E MUN TANK
 GG0640  PID         -  GG0640
 GG0640  STATE/COUNTY-  AR/WASHINGTON
 GG0640  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0640
 GG0640                         *CURRENT SURVEY CONTROL
 GG0640  ___________________________________________________________________
 GG0640* NAD 83(1997)-  36 03 47.42272(N)    094 08 38.23747(W)     ADJUSTED  
 GG0640* NAVD 88     -                                                        
 GG0640  ___________________________________________________________________
 GG0640  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 GG0640  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GG0640
 GG0640  HORZ ORDER  -  THIRD
 GG0640
 GG0640.The horizontal coordinates were established by classical geodetic methods
 GG0640.and adjusted by the National Geodetic Survey in September 1999..
 GG0640
 GG0640
 GG0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0640
 GG0640.The geoid height was determined by GEOID03.
 GG0640
 GG0640;                    North         East     Units Scale Factor Converg.
 GG0640;SPC AR N     -   194,017.716   206,868.318   MT  0.99997079   -1 14 51.2
 GG0640;SPC AR N     -   636,539.79    678,700.47   sFT  0.99997079   -1 14 51.2
 GG0640;UTM  15      - 3,991,560.771   396,978.241   MT  0.99973077   -0 40 24.5
 GG0640
 GG0640                          SUPERSEDED SURVEY CONTROL
 GG0640
 GG0640  NAD 83(1997)-  36 03 47.43357(N)    094 08 38.23776(W) AD(       ) 4
 GG0640  NAD 83(1986)-  36 03 47.43233(N)    094 08 38.23740(W) AD(       ) 4
 GG0640  NAD 27      -  36 03 47.14759(N)    094 08 37.50541(W) AD(       ) 3
 GG0640
 GG0640.Superseded values are not recommended for survey control.
 GG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0640.See file dsdata.txt to determine how the superseded data were derived.
 GG0640
 GG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9697891561(NAD 83)
 GG0640_MARKER: 53 = ELEVATED TANK
 GG0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0640+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 GG0640
 GG0640  HISTORY     - Date     Condition        Report By
 GG0640  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0640  HISTORY     - 19961102 GOOD             USPSQD
 GG0640  HISTORY     - 20050330 GOOD             GEOCAC
 GG0640
 GG0640                          STATION DESCRIPTION
 GG0640
 GG0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0640'THE STATION, FAYETTEVILLE MUICIPAL EAST TANK, IS THE CENTER OF THE
 GG0640'TOP OF A 105 FOOT TALL, ELEVATED DOUBLE ELLIPSOIDAL, WATER TANK THAT
 GG0640'IS SUPPORTED BY 6 LEGS.  IT WAS ERECTED IN 1959 AND HAS A CAPACITY
 GG0640'OF 250,000 GALLONS, AND IS OWNED BY THE CITY OF FAYETTEVILLE.
 GG0640'
 GG0640'THE STATION IS LOCATED ABOUT 1 MILE EAST OF U. S. HIGHWAY 71, 1 MILE
 GG0640'NORTH OF STATE HIGHWAY 16, AND IN THE EAST EDGE OF FAYETTEVILLE IN
 GG0640'THE SOUTHEAST 1/4 OF SECTION 15, T. 16 N., R. 30 W.
 GG0640'
 GG0640'TO REACH THE STATION FROM THE COURTHOUSE IN FAYETTEVILLE, GO NORTH ON
 GG0640'U. S. HIGHWAY 71 FOR 0.45 MILE TO STATE HIGHWAY 45.  TURN RIGHT AND
 GG0640'GO EAST AND NORTH ON HIGHWAY 45 FOR 0.5 MILE TO A SIDE ROAD RIGHT.
 GG0640'TURN RIGHT AND GO EASTERLY FOR 0.2 MILE TO AN INTERSECTION.  BEAR
 GG0640'RIGHT AND GO SOUTHERLY FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND
 GG0640'GO EAST AND SOUTHEAST FOR 0.4 MILE TO THE STATION ON THE RIGHT
 GG0640'WITHIN A FENCED AREA.
 GG0640
 GG0640                          STATION RECOVERY (1996)
 GG0640
 GG0640'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0640'RECOVERED IN GOOD CONDITION.
 GG0640
 GG0640                          STATION RECOVERY (2005)
 GG0640
 GG0640'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0640'TOWER IS IN GOOD SHAPE.  IT HAS A GREEN COAT OF PAINT AND PARKING
 GG0640'LOCATED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0629 ***********************************************************************
 GG0629  DESIGNATION -  FAYETTEVILLE FIRST PRESB CH
 GG0629  PID         -  GG0629
 GG0629  STATE/COUNTY-  AR/WASHINGTON
 GG0629  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0629
 GG0629                         *CURRENT SURVEY CONTROL
 GG0629  ___________________________________________________________________
 GG0629* NAD 83(1997)-  36 03 53.01034(N)    094 09 28.84562(W)     ADJUSTED  
 GG0629* NAVD 88     -                                                        
 GG0629  ___________________________________________________________________
 GG0629  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GG0629  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0629
 GG0629  HORZ ORDER  -  THIRD
 GG0629
 GG0629.The horizontal coordinates were established by classical geodetic methods
 GG0629.and adjusted by the National Geodetic Survey in September 1999..
 GG0629
 GG0629
 GG0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0629
 GG0629.The geoid height was determined by GEOID03.
 GG0629
 GG0629;                    North         East     Units Scale Factor Converg.
 GG0629;SPC AR N     -   194,217.557   205,605.938   MT  0.99997101   -1 15 20.7
 GG0629;SPC AR N     -   637,195.43    674,558.81   sFT  0.99997101   -1 15 20.7
 GG0629;UTM  15      - 3,991,747.910   395,714.224   MT  0.99973400   -0 40 54.4
 GG0629
 GG0629                          SUPERSEDED SURVEY CONTROL
 GG0629
 GG0629  NAD 83(1997)-  36 03 53.02112(N)    094 09 28.84542(W) AD(       ) 4
 GG0629  NAD 83(1986)-  36 03 53.02010(N)    094 09 28.84556(W) AD(       ) 4
 GG0629  NAD 27      -  36 03 52.73100(N)    094 09 28.11100(W) AD(       ) 3
 GG0629
 GG0629.Superseded values are not recommended for survey control.
 GG0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0629.See file dsdata.txt to determine how the superseded data were derived.
 GG0629
 GG0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9571491748(NAD 83)
 GG0629_MARKER: 90 = CHURCH SPIRE
 GG0629
 GG0629  HISTORY     - Date     Condition        Report By
 GG0629  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0629  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0629
 GG0629                          STATION DESCRIPTION
 GG0629
 GG0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0629'THIS INTERSECTION STATION IS THE CENTER OF THE SPIRE ON THE
 GG0629'FIRST PRESBYTERIAN CHURCH.  THE CHURCH IS A BUFF-COLORED
 GG0629'BRICK BUILDING WITH A SQUARE TOWER AT THE SE CORNER OVER
 GG0629'THE ENTRANCE.  THE UPPER PART OF THE TOWER IS WOODEN, PAINTED
 GG0629'YELLOW AND HAS A TALL LOUVERED WINDOW AT THE CENTER OF
 GG0629'EACH SIDE.  AT TOP OF EACH CORNER OF THE TOWER IS A SHORT
 GG0629'SHEET METAL COVERED OCTAGONAL SPIRE WITH A SHARP FINIAL.
 GG0629'THE TOWER IS SURMOUNTED BY AN OCTAGONAL GRAY SLATE COVERED
 GG0629'SPIRE WITH A SHEET METAL CAP AT THE TIP (A FINIAL HAS BEEN
 GG0629'BROKEN OFF THE TIP).  THE SPIRE IS ABOUT 100 FEET HIGH AND
 GG0629'IS QUITE PROMINENT.  THE BUILDING WAS ERECTED IN 1904.
 GG0629'THERE IS A SIMILAR BUT SMALLER SPIRE AT THE NE CORNER OF THE
 GG0629'CHURCH.  THE CHURCH IS ABOUT 1/4 MILE N OF THE BUSINESS
 GG0629'SECTION OF TOWN, AT THE NW CORNER OF N COLLEGE AVENUE
 GG0629'(U.S. HIGHWAY 71) AND E SPRING STREET AND IS TWO BLOCKS
 GG0629'N OF THE COURTHOUSE WHICH IS SURMOUNTED BY A HIGH PROMINENT TOWER.
 GG0629
 GG0629                          STATION RECOVERY (1988)
 GG0629
 GG0629'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0638 ***********************************************************************
 GG0638  DESIGNATION -  FAYETTEVILLE MAG STA
 GG0638  PID         -  GG0638
 GG0638  STATE/COUNTY-  AR/WASHINGTON
 GG0638  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0638
 GG0638                         *CURRENT SURVEY CONTROL
 GG0638  ___________________________________________________________________
 GG0638* NAD 83(1997)-  36 04 00.77621(N)    094 10 11.71681(W)     ADJUSTED  
 GG0638* NAVD 88     -       428.231  (meters)    1404.95   (feet)  ADJUSTED  
 GG0638  ___________________________________________________________________
 GG0638  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GG0638  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0638  DYNAMIC HT  -         427.847 (meters)    1403.69  (feet)  COMP
 GG0638  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 GG0638
 GG0638  HORZ ORDER  -  SECOND
 GG0638  VERT ORDER  -  FIRST     CLASS II
 GG0638
 GG0638.The horizontal coordinates were established by classical geodetic methods
 GG0638.and adjusted by the National Geodetic Survey in September 1999..
 GG0638
 GG0638.The orthometric height was determined by differential leveling
 GG0638.and adjusted by the National Geodetic Survey in June 1991..
 GG0638
 GG0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0638
 GG0638.The geoid height was determined by GEOID03.
 GG0638
 GG0638.The dynamic height is computed by dividing the NAVD 88
 GG0638.geopotential number by the normal gravity value computed on the
 GG0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0638.degrees latitude (g = 980.6199 gals.).
 GG0638
 GG0638.The modeled gravity was interpolated from observed gravity values.
 GG0638
 GG0638;                    North         East     Units Scale Factor Converg.
 GG0638;SPC AR N     -   194,480.430   204,538.652   MT  0.99997133   -1 15 45.6
 GG0638;SPC AR N     -   638,057.88    671,057.23   sFT  0.99997133   -1 15 45.6
 GG0638;UTM  15      - 3,992,000.020   394,644.610   MT  0.99973677   -0 41 19.8
 GG0638
 GG0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0638!SPC AR N     -   0.99993719  x   0.99997133  =   0.99990852
 GG0638!UTM  15      -   0.99993719  x   0.99973677  =   0.99967398
 GG0638
 GG0638:                Primary Azimuth Mark                     Grid Az
 GG0638:SPC AR N     -  FAYETTEVILLE WASHINGTON CTHSE            114 43 32.3
 GG0638:UTM  15      -  FAYETTEVILLE WASHINGTON CTHSE            114 09 06.5
 GG0638
 GG0638|---------------------------------------------------------------------|
 GG0638| PID    Reference Object                     Distance      Geod. Az  |
 GG0638|                                                           dddmmss.s |
 GG0638| GG0628 FAYETTEVILLE WASHINGTON CTHSE       APPROX. 1.2 KM 1132746.7 |
 GG0638| GG0639 FAYETTEVILLE UNIV ARK ENG BLDG       26.910 METERS 29827     |
 GG0638| GG0632 UNIVERSITY                          189.342 METERS 33156     |
 GG0638|---------------------------------------------------------------------|
 GG0638
 GG0638                          SUPERSEDED SURVEY CONTROL
 GG0638
 GG0638  NAD 83(1997)-  36 04 00.78696(N)    094 10 11.71689(W) AD(       ) 2
 GG0638  NAD 83(1986)-  36 04 00.78588(N)    094 10 11.71657(W) AD(       ) 2
 GG0638  NAD 27      -  36 04 00.49700(N)    094 10 10.98100(W) AD(       ) 2
 GG0638  NGVD 29 (10/05/93)  428.067  (m)         1404.42   (f) ADJUSTED    1 2
 GG0638
 GG0638.Superseded values are not recommended for survey control.
 GG0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0638.See file dsdata.txt to determine how the superseded data were derived.
 GG0638
 GG0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9464592000(NAD 83)
 GG0638_MARKER: DM = MAGNETIC STATION DISK
 GG0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0638_SP_SET: CONCRETE POST
 GG0638_MARK LOGO: CGS   
 GG0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0638+STABILITY: SURFACE MOTION
 GG0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0638+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2006
 GG0638
 GG0638  HISTORY     - Date     Condition        Report By
 GG0638  HISTORY     - UNK      MONUMENTED       CGS
 GG0638  HISTORY     - 1988     GOOD             USPSQD
 GG0638  HISTORY     - 19891114 GOOD             NGS
 GG0638  HISTORY     - 19961102 GOOD             USPSQD
 GG0638  HISTORY     - 19981031 GOOD             USPSQD
 GG0638  HISTORY     - 20050415 GOOD             GEOCAC
 GG0638  HISTORY     - 20060805 GOOD             GEOCAC
 GG0638
 GG0638                          STATION DESCRIPTION
 GG0638
 GG0638'DESCRIBED BY US POWER SQUADRON 1988 (RAN)
 GG0638'RECOVERED IN GOOD CONDITION.
 GG0638
 GG0638                          STATION RECOVERY (1989)
 GG0638
 GG0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0638'IN FAYETTEVILLE, AT THE UNIVERSITY OF ARKANSAS CAMPUS, 37.2 M (122.0
 GG0638'FT) NORTH OF THE CENTERLINE OF DICKSON STREET, 27.1 M (88.9 FT) NORTH
 GG0638'OF THE SOUTH STONE RETAINING WALL, 26.9 M (88.3 FT) SOUTHEAST OF THE
 GG0638'SOUTHEAST CORNER OF THE ENGINEER BUILDING, AND IN A 6-INCH STONE
 GG0638'MONUMENT THAT IS SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND
 GG0638'SURFACE.
 GG0638
 GG0638                          STATION RECOVERY (1996)
 GG0638
 GG0638'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0638'RECOVERED IN GOOD CONDITION.
 GG0638
 GG0638                          STATION RECOVERY (1998)
 GG0638
 GG0638'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0638'RECOVERED IN GOOD CONDITION.
 GG0638
 GG0638                          STATION RECOVERY (2005)
 GG0638
 GG0638'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0638'MARK IN GOOD SHAPE.
 GG0638
 GG0638                          STATION RECOVERY (2006)
 GG0638
 GG0638'RECOVERY NOTE BY GEOCACHING 2006 (CTO)
 GG0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0625 ***********************************************************************
 GG0625  DESIGNATION -  FAYETTEVILLE MT SEQUOYAH TANK
 GG0625  PID         -  GG0625
 GG0625  STATE/COUNTY-  AR/WASHINGTON
 GG0625  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0625
 GG0625                         *CURRENT SURVEY CONTROL
 GG0625  ___________________________________________________________________
 GG0625* NAD 83(1997)-  36 03 51.32931(N)    094 08 49.77737(W)     ADJUSTED  
 GG0625* NAVD 88     -                                                        
 GG0625  ___________________________________________________________________
 GG0625  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GG0625  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GG0625
 GG0625  HORZ ORDER  -  THIRD
 GG0625
 GG0625.The horizontal coordinates were established by classical geodetic methods
 GG0625.and adjusted by the National Geodetic Survey in September 1999..
 GG0625
 GG0625
 GG0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0625
 GG0625.The geoid height was determined by GEOID03.
 GG0625
 GG0625;                    North         East     Units Scale Factor Converg.
 GG0625;SPC AR N     -   194,144.386   206,582.229   MT  0.99997095   -1 14 58.0
 GG0625;SPC AR N     -   636,955.37    677,761.86   sFT  0.99997095   -1 14 58.0
 GG0625;UTM  15      - 3,991,684.539   396,690.966   MT  0.99973150   -0 40 31.4
 GG0625
 GG0625                          SUPERSEDED SURVEY CONTROL
 GG0625
 GG0625  NAD 83(1997)-  36 03 51.34024(N)    094 08 49.77757(W) AD(       ) 4
 GG0625  NAD 83(1986)-  36 03 51.33915(N)    094 08 49.77733(W) AD(       ) 4
 GG0625  NAD 27      -  36 03 51.05000(N)    094 08 49.04600(W) AD(       ) 3
 GG0625
 GG0625.Superseded values are not recommended for survey control.
 GG0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0625.See file dsdata.txt to determine how the superseded data were derived.
 GG0625
 GG0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9669191685(NAD 83)
 GG0625_MARKER: 53 = ELEVATED TANK
 GG0625
 GG0625  HISTORY     - Date     Condition        Report By
 GG0625  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0625  HISTORY     - 1963     GOOD             CGS
 GG0625  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0625
 GG0625                          STATION DESCRIPTION
 GG0625
 GG0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0625'THIS INTERSECTION STATION IS THE CENTER OF THE MOUNT SEQUOYAH WATER
 GG0625'TANK OF THE FAYETTEVILLE WATER SYSTEM.  IT IS OWNED BY THE WESTERN
 GG0625'METHODIST ASSEMBLY AND IS MAINTAINED BY THE CITY OF
 GG0625'FAYETTEVILLE.  IT IS A LARGE STEEL TANK WITH ROUND BOTTOM
 GG0625'AND CONICAL TOP AND HAS A BALL AT THE TIP.  IT IS SUPPORTED
 GG0625'BY FOUR VERTICAL LEGS.  THE ENTIRE STRUCTURE IS PAINTED
 GG0625'SILVER.  THE TANK WAS ERECTED IN 1923.  IT IS ABOUT 65 FEET
 GG0625'HIGH AND IT BARELY CLEARS THE TOPS OF THE TREES AROUND IT AND
 GG0625'CANNOT READILY BE SEEN FROM CLOSE BY OR AT A DISTANCE.
 GG0625'THE TANK IS IN THE EASTERN PART OF FAYETTEVILLE, ON TOP OF
 GG0625'MOUNT SEQUOYAH (OR EAST MOUNTAIN) ON THE GROUNDS OF THE
 GG0625'WESTERN METHODIST ASSEMBLY.  IT IS ABOUT 125 FEET E OF
 GG0625'THE MAIN ROAD THROUGH THE GROUNDS AND ABOUT 125 FEET N
 GG0625'OF THE SUPERINTENDENTS HOUSE IN FRONT OF WHICH IS
 GG0625'LOCATED TRIANGULATION STATION EAST.
 GG0625
 GG0625                          STATION RECOVERY (1963)
 GG0625
 GG0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 GG0625'STATION NOT RECOVERED, TANK WAS TORN DOWN IN ABOUT 1959.
 GG0625
 GG0625                          STATION RECOVERY (1988)
 GG0625
 GG0625'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0532 ***********************************************************************
 GG0532  DESIGNATION -  FAYETTEVILLE MUN APT ARP
 GG0532  PID         -  GG0532
 GG0532  STATE/COUNTY-  AR/WASHINGTON
 GG0532  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0532
 GG0532                         *CURRENT SURVEY CONTROL
 GG0532  ___________________________________________________________________
 GG0532* NAD 83(1997)-  36 00 12.99178(N)    094 10 12.47480(W)     ADJUSTED  
 GG0532* NAVD 88     -       377.505  (meters)    1238.53   (feet)  ADJUSTED  
 GG0532  ___________________________________________________________________
 GG0532  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 GG0532  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0532  DYNAMIC HT  -         377.162 (meters)    1237.41  (feet)  COMP
 GG0532  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 GG0532
 GG0532  HORZ ORDER  -  SECOND
 GG0532  VERT ORDER  -  SECOND    CLASS 0
 GG0532
 GG0532.This mark is at Drake Field Airport (FYV)
 GG0532
 GG0532.The horizontal coordinates were established by classical geodetic methods
 GG0532.and adjusted by the National Geodetic Survey in September 1999..
 GG0532
 GG0532.The orthometric height was determined by differential leveling
 GG0532.and adjusted by the National Geodetic Survey in June 1991..
 GG0532
 GG0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0532
 GG0532.The geoid height was determined by GEOID03.
 GG0532
 GG0532.The dynamic height is computed by dividing the NAVD 88
 GG0532.geopotential number by the normal gravity value computed on the
 GG0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0532.degrees latitude (g = 980.6199 gals.).
 GG0532
 GG0532.The modeled gravity was interpolated from observed gravity values.
 GG0532
 GG0532;                    North         East     Units Scale Factor Converg.
 GG0532;SPC AR N     -   187,461.985   204,364.968   MT  0.99996265   -1 15 46.1
 GG0532;SPC AR N     -   615,031.53    670,487.40   sFT  0.99996265   -1 15 46.1
 GG0532;UTM  15      - 3,984,981.801   394,541.315   MT  0.99973704   -0 41 16.5
 GG0532
 GG0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0532!SPC AR N     -   0.99994515  x   0.99996265  =   0.99990780
 GG0532!UTM  15      -   0.99994515  x   0.99973704  =   0.99968220
 GG0532
 GG0532:                Primary Azimuth Mark                     Grid Az
 GG0532:SPC AR N     -  TUNSTILL                                 076 43 48.1
 GG0532:UTM  15      -  TUNSTILL                                 076 09 18.5
 GG0532
 GG0532|---------------------------------------------------------------------|
 GG0532| PID    Reference Object                     Distance      Geod. Az  |
 GG0532|                                                           dddmmss.s |
 GG0532| GG0624 TUNSTILL                            APPROX. 7.7 KM 0752802.0 |
 GG0532| GG0642 FAY                                  20.687 METERS 29732     |
 GG0532|---------------------------------------------------------------------|
 GG0532
 GG0532                          SUPERSEDED SURVEY CONTROL
 GG0532
 GG0532  NAD 83(1997)-  36 00 13.00312(N)    094 10 12.47455(W) AD(       ) 2
 GG0532  NAD 83(1986)-  36 00 13.00152(N)    094 10 12.47419(W) AD(       ) 2
 GG0532  NAD 27      -  36 00 12.71325(N)    094 10 11.73908(W) AD(       ) 2
 GG0532  NGVD 29 (??/??/92)  377.345  (m)         1238.01   (f) ADJ UNCH    2 0
 GG0532
 GG0532.Superseded values are not recommended for survey control.
 GG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0532.See file dsdata.txt to determine how the superseded data were derived.
 GG0532
 GG0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9454184982(NAD 83)
 GG0532_MARKER: DT = TOPOGRAPHIC STATION DISK
 GG0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0532+STABILITY: SURFACE MOTION
 GG0532
 GG0532  HISTORY     - Date     Condition        Report By
 GG0532  HISTORY     - 1971     MONUMENTED       NGS
 GG0532  HISTORY     - 1979     GOOD             NGS
 GG0532  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 GG0532
 GG0532                          STATION DESCRIPTION
 GG0532
 GG0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0532'THE STATION, TOPOGRAPHIC STATION DISK, STAMPED ARP 1963, IS SET IN
 GG0532'THE TOP OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 GG0532'WITH THE GROUND SURFACE.  IT IS AT THE FAYETTEVILLE MUNICIPAL
 GG0532'AIRPORT, ABOUT 1,000 FEET SOUTH-SOUTHEAST OF THE TERMINAL
 GG0532'BUILDING, 213 FEET EAST OF THE EAST EDGE OF THE TAXIWAY, 75.7 FEET
 GG0532'WEST OF THE WEST EDGE OF THE RUNWAY AND 80 FEET NORTHEAST OF
 GG0532'THE CENTER OF A CONCRETE STORM DRAIN.
 GG0532'
 GG0532'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FAY, THE
 GG0532'DISTANCE BEING (67.87 FT.) OR 20.687 M. SOUTHEAST OF STATION FAY.
 GG0532
 GG0532                          STATION RECOVERY (1979)
 GG0532
 GG0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 GG0532'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0532'
 GG0532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DRAKE FIELD
 GG0532'(FAYETTEVILLE MUNI. AIRPORT).
 GG0532
 GG0532                          STATION RECOVERY (1983)
 GG0532
 GG0532'RECOVERY NOTE BY US POWER SQUADRON 1983 (ILC)
 GG0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0643 ***********************************************************************
 GG0643  DESIGNATION -  FAYETTEVILLE MUN APT BEACON
 GG0643  PID         -  GG0643
 GG0643  STATE/COUNTY-  AR/WASHINGTON
 GG0643  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0643
 GG0643                         *CURRENT SURVEY CONTROL
 GG0643  ___________________________________________________________________
 GG0643* NAD 83(1997)-  36 00 26.05881(N)    094 10 23.89291(W)     ADJUSTED  
 GG0643* NAVD 88     -                                                        
 GG0643  ___________________________________________________________________
 GG0643  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GG0643  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0643
 GG0643  HORZ ORDER  -  THIRD
 GG0643
 GG0643.This mark is at Drake Field Airport (FYV)
 GG0643
 GG0643.The horizontal coordinates were established by classical geodetic methods
 GG0643.and adjusted by the National Geodetic Survey in September 1999..
 GG0643
 GG0643
 GG0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0643
 GG0643.The geoid height was determined by GEOID03.
 GG0643
 GG0643;                    North         East     Units Scale Factor Converg.
 GG0643;SPC AR N     -   187,870.930   204,087.978   MT  0.99996312   -1 15 52.7
 GG0643;SPC AR N     -   616,373.21    669,578.64   sFT  0.99996312   -1 15 52.7
 GG0643;UTM  15      - 3,985,387.855   394,260.299   MT  0.99973777   -0 41 23.4
 GG0643
 GG0643                          SUPERSEDED SURVEY CONTROL
 GG0643
 GG0643  NAD 83(1997)-  36 00 26.06958(N)    094 10 23.89214(W) AD(       ) 4
 GG0643  NAD 83(1986)-  36 00 26.06824(N)    094 10 23.89207(W) AD(       ) 4
 GG0643  NAD 27      -  36 00 25.78004(N)    094 10 23.15664(W) AD(       ) 3
 GG0643
 GG0643.Superseded values are not recommended for survey control.
 GG0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0643.See file dsdata.txt to determine how the superseded data were derived.
 GG0643
 GG0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9426085388(NAD 83)
 GG0643_MARKER: 21 = AIRPORT BEACON
 GG0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0643+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 GG0643
 GG0643  HISTORY     - Date     Condition        Report By
 GG0643  HISTORY     - 1963     FIRST OBSERVED   CGS
 GG0643  HISTORY     - 1979     GOOD             NGS
 GG0643  HISTORY     - 1983     GOOD             NGS
 GG0643  HISTORY     - 19880511 GOOD             NGS
 GG0643  HISTORY     - 20050406 GOOD             GEOCAC
 GG0643
 GG0643                          STATION DESCRIPTION
 GG0643
 GG0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ILC)
 GG0643'LOCATED AT THE FAYETTEVILLE MUNICIPAL AIRPORT, 75 FEET E OF THE
 GG0643'CENTERLINE OF U. S. HWY 71 AND JUST WEST OF A LARGE HANGAR.  THE
 GG0643'BEACON IS SUPPORTED BY A 4-LEGGED STEEL TOWER 83 FEET HIGH.
 GG0643
 GG0643                          STATION RECOVERY (1979)
 GG0643
 GG0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 GG0643'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0643'
 GG0643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DRAKE FIELD
 GG0643'(FAYETTEVILLE MUNI. APT.)
 GG0643
 GG0643                          STATION RECOVERY (1983)
 GG0643
 GG0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 GG0643'INTERSECTION STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0643'
 GG0643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DRAKE FIELD.
 GG0643
 GG0643                          STATION RECOVERY (1988)
 GG0643
 GG0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GG0643'STATION IS LOCATED AT DRAKE FIELD AIRPORT 75 FT (22.9 M) EAST OF THE
 GG0643'CENTERLINE OF US HIGHWAY 71 AND JUST WEST OF A LARGE HARGAR. SUPPORTED
 GG0643'BY A 4-LEGGED STEEL TOWER, THE BEACON IS 83 FEET (25.3 M) HIGH.  THE
 GG0643'CENTERSHAFT DIRECTLY BELOW THE LIGHT WAS THE POINT INTERSECTED IN
 GG0643'1963.
 GG0643
 GG0643                          STATION RECOVERY (2005)
 GG0643
 GG0643'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0643'BEACON INTACT AND IN PLACE.  LOCATED NEAR THE 'ARKANSAS AIR MUSEUM.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0646 ***********************************************************************
 GG0646  DESIGNATION -  FAYETTEVILLE OZARKS ELEC MAST
 GG0646  PID         -  GG0646
 GG0646  STATE/COUNTY-  AR/WASHINGTON
 GG0646  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0646
 GG0646                         *CURRENT SURVEY CONTROL
 GG0646  ___________________________________________________________________
 GG0646* NAD 83(1997)-  36 03 49.00280(N)    094 12 25.70431(W)     ADJUSTED  
 GG0646* NAVD 88     -                                                        
 GG0646  ___________________________________________________________________
 GG0646  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GG0646  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0646
 GG0646  HORZ ORDER  -  THIRD
 GG0646
 GG0646.The horizontal coordinates were established by classical geodetic methods
 GG0646.and adjusted by the National Geodetic Survey in September 1999..
 GG0646
 GG0646
 GG0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0646
 GG0646.The geoid height was determined by GEOID03.
 GG0646
 GG0646;                    North         East     Units Scale Factor Converg.
 GG0646;SPC AR N     -   194,192.165   201,178.499   MT  0.99997085   -1 17 03.6
 GG0646;SPC AR N     -   637,112.13    660,033.13   sFT  0.99997085   -1 17 03.6
 GG0646;UTM  15      - 3,991,678.197   391,288.284   MT  0.99974562   -0 42 38.5
 GG0646
 GG0646                          SUPERSEDED SURVEY CONTROL
 GG0646
 GG0646  NAD 83(1997)-  36 03 49.01338(N)    094 12 25.70460(W) AD(       ) 4
 GG0646  NAD 83(1986)-  36 03 49.01207(N)    094 12 25.70413(W) AD(       ) 4
 GG0646  NAD 27      -  36 03 48.72703(N)    094 12 24.96544(W) AD(       ) 3
 GG0646
 GG0646.Superseded values are not recommended for survey control.
 GG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0646.See file dsdata.txt to determine how the superseded data were derived.
 GG0646
 GG0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9128891678(NAD 83)
 GG0646_MARKER: 42 = RADIO/TV MAST
 GG0646
 GG0646  HISTORY     - Date     Condition        Report By
 GG0646  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0646
 GG0646                          STATION DESCRIPTION
 GG0646
 GG0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0646'THE STATION, FAYETTEVILLE RADIO MAST KKC 684, IS THE LIGHT ATOP A 180
 GG0646'FOOT TALL, TRIANGULAR STEEL, GUYED MAST.  IT IS OWNED BY THE OZARKS
 GG0646'ELECTRIC COOPERATIVE CORPORATION, 300 NORTH COLLEGE STREET.
 GG0646'
 GG0646'IT IS LOCATED IN THE WEST EDGE OF FAYETTEVILLE, ABOUT 1 MILE NORTH OF
 GG0646'U. S. HIGHWAY 62, 1/2 MILE WEST OF U. S. HIGHWAY 71 BYPASS AND IN
 GG0646'THE NORTHWEST 1/4 OF SECTION 18, T. 16 N., R. 30 W.
 GG0646'
 GG0646'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 62 AND 71
 GG0646'BYPASS IN FAYETTEVILLE, GO WEST ON HIGHWAY 62 FOR 1.15 MILES TO A
 GG0646'SIDE ROAD RIGHT, DINSMORE TRAIL.  TURN RIGHT AND GO NORTH, THEN EAST,
 GG0646'ON DINSMORE TRAIL FOR 1.55 MILES TO THE END OF THE ROAD AT A GATE
 GG0646'AND A FARM HOUSE.  PASS THROUGH THE GATE, THEN TURN LEFT AND GO
 GG0646'NORTH ON A TRACK ROAD, PASSING THROUGH A FARM YARD, FOR 0.15 MILES
 GG0646'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0647 ***********************************************************************
 GG0647  DESIGNATION -  FAYETTEVILLE RAD STA KNWA MAST
 GG0647  PID         -  GG0647
 GG0647  STATE/COUNTY-  AR/WASHINGTON
 GG0647  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0647
 GG0647                         *CURRENT SURVEY CONTROL
 GG0647  ___________________________________________________________________
 GG0647* NAD 83(1997)-  36 01 15.43518(N)    094 13 06.13174(W)     ADJUSTED  
 GG0647* NAVD 88     -                                                        
 GG0647  ___________________________________________________________________
 GG0647  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 GG0647  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0647
 GG0647  HORZ ORDER  -  THIRD
 GG0647
 GG0647.The horizontal coordinates were established by classical geodetic methods
 GG0647.and adjusted by the National Geodetic Survey in September 1999..
 GG0647
 GG0647
 GG0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0647
 GG0647.The geoid height was determined by GEOID03.
 GG0647
 GG0647;                    North         East     Units Scale Factor Converg.
 GG0647;SPC AR N     -   189,482.966   200,060.446   MT  0.99996491   -1 17 27.1
 GG0647;SPC AR N     -   621,662.03    656,364.98   sFT  0.99996491   -1 17 27.1
 GG0647;UTM  15      - 3,986,959.076   390,217.698   MT  0.99974850   -0 42 59.7
 GG0647
 GG0647                          SUPERSEDED SURVEY CONTROL
 GG0647
 GG0647  NAD 83(1997)-  36 01 15.44565(N)    094 13 06.13175(W) AD(       ) 4
 GG0647  NAD 83(1986)-  36 01 15.44436(N)    094 13 06.13133(W) AD(       ) 4
 GG0647  NAD 27      -  36 01 15.15506(N)    094 13 05.38837(W) AD(       ) 3
 GG0647
 GG0647.Superseded values are not recommended for survey control.
 GG0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0647.See file dsdata.txt to determine how the superseded data were derived.
 GG0647
 GG0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9021886959(NAD 83)
 GG0647_MARKER: 42 = RADIO/TV MAST
 GG0647
 GG0647  HISTORY     - Date     Condition        Report By
 GG0647  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0647  HISTORY     - 1979     GOOD             NGS
 GG0647  HISTORY     - 1983     GOOD             NGS
 GG0647
 GG0647                          STATION DESCRIPTION
 GG0647
 GG0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0647'THE STATION, FAYETTEVILLE RADIO STATION MAST KNWA, IS THE CENTER OF A
 GG0647'RISER SUPPORTING 2 RED LIGHTS ATOP A 140 FOOT TALL, TRIANGULAR STEEL
 GG0647'MAST THAT IS SUPPORTED BY GUY WIRES.  IT IS OWNED BY THE KESSLER
 GG0647'MOUNTAIN BROADCASTING COMPANY OF FAYETTEVILLE.
 GG0647'
 GG0647'THE STATION IS LOCATED ABOUT 3 MILES WEST AND 2-1/2 MILES SOUTH OF
 GG0647'FAYETTEVILLE, 2-1/2 MILES WEST AND 2 MILES NORTH OF GREENLAND, 1-1/2
 GG0647'MILES EAST AND 1 MILE SOUTH OF FARMINGTON AND IN THE SOUTHEAST 1/4
 GG0647'OF SECTION 36 T. 16 N., R. 31 W.
 GG0647'
 GG0647'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 GG0647'HIGHWAY 265 IN FAYETTEVILLE, GO WESTERLY ON STATE HIGHWAY 265 FOR
 GG0647'1.05 MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST FOR 0.4
 GG0647'MILE TO AN OVERPASS OVER THE HIGHWAY.  CONTINUE SOUTHWESTERLY FOR
 GG0647'1.45 MILES TO A GRAVELED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 GG0647'WESTERLY, UPHILL, FOR 1.2 MILES TO A FORK.  TAKE THE RIGHT FORK
 GG0647'AND CONTINUE WEST FOR 0.05 MILE TO THE STATION.
 GG0647
 GG0647                          STATION RECOVERY (1979)
 GG0647
 GG0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 GG0647'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0647'
 GG0647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SOUTHWEST
 GG0647'OF FAYETTEVILLE.
 GG0647
 GG0647                          STATION RECOVERY (1983)
 GG0647
 GG0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 GG0647'INTERSECTION STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0647'
 GG0647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SW OF
 GG0647'FAYETTEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0615 ***********************************************************************
 GG0615  DESIGNATION -  FAYETTEVILLE SW BELL TEL MAST
 GG0615  PID         -  GG0615
 GG0615  STATE/COUNTY-  AR/WASHINGTON
 GG0615  USGS QUAD   -  SONORA (1994)
 GG0615
 GG0615                         *CURRENT SURVEY CONTROL
 GG0615  ___________________________________________________________________
 GG0615* NAD 83(1997)-  36 07 56.68504(N)    094 05 30.52790(W)     ADJUSTED  
 GG0615* NAVD 88     -                                                        
 GG0615  ___________________________________________________________________
 GG0615  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 GG0615  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0615
 GG0615  HORZ ORDER  -  THIRD
 GG0615
 GG0615.The horizontal coordinates were established by classical geodetic methods
 GG0615.and adjusted by the National Geodetic Survey in September 1999..
 GG0615
 GG0615
 GG0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0615
 GG0615.The geoid height was determined by GEOID03.
 GG0615
 GG0615;                    North         East     Units Scale Factor Converg.
 GG0615;SPC AR N     -   201,597.644   211,727.819   MT  0.99998161   -1 13 02.0
 GG0615;SPC AR N     -   661,408.27    694,643.69   sFT  0.99998161   -1 13 02.0
 GG0615;UTM  15      - 3,999,187.061   401,760.397   MT  0.99971891   -0 38 37.8
 GG0615
 GG0615                          SUPERSEDED SURVEY CONTROL
 GG0615
 GG0615  NAD 83(1997)-  36 07 56.69594(N)    094 05 30.52846(W) AD(       ) 4
 GG0615  NAD 83(1986)-  36 07 56.69502(N)    094 05 30.52817(W) AD(       ) 4
 GG0615  NAD 27      -  36 07 56.41068(N)    094 05 29.80314(W) AD(       ) 3
 GG0615
 GG0615.Superseded values are not recommended for survey control.
 GG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0615.See file dsdata.txt to determine how the superseded data were derived.
 GG0615
 GG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0176099187(NAD 83)
 GG0615_MARKER: 42 = RADIO/TV MAST
 GG0615
 GG0615  HISTORY     - Date     Condition        Report By
 GG0615  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0615  HISTORY     - 1989     GOOD             USPSQD
 GG0615  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 GG0615
 GG0615                          STATION DESCRIPTION
 GG0615
 GG0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0615'THE STATION, FAYETTEVILLE RADIO MAST KLB 800, IS THE LIGHT ATOP A 300
 GG0615'FOOT TALL, TRIANGULAR STEEL, GUYED MAST.  IT IS OWNED BY THE
 GG0615'SOUTHWESTERN BELL TELEPHONE COMPANY.
 GG0615'
 GG0615'THE STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF U.S HIGHWAY 71,
 GG0615'2-1/2 MILES NORTH OF STATE HIGHWAY 45 AND IS IN THE NORTHEAST 1/4 OF
 GG0615'SECTION 20, T. 17 N., R. 29 W.
 GG0615'
 GG0615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 45 AND 265 IN
 GG0615'FAYETTEVILLE, GO NORTHEAST ON HIGHWAY 45 FOR 1.45 MILES TO A PAVED
 GG0615'ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.55
 GG0615'MILE TO THE END OF THE PAVEMENT AND A SIDE ROAD LEFT. CONTINUE
 GG0615'NORTH ON A GRAVELED ROAD FOR 1.8 MILES TO AN OFFSET CROSSROAD
 GG0615'(PAVED). TURN LEFT, THEN RIGHT, AND CONTINUE NORTH ON A PAVED ROAD
 GG0615'FOR 1.0 MILE TO A CROSSROAD JUST AFTER PASSING A CEMETERY ON THE
 GG0615'LEFT. TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.4 MILE TO A
 GG0615'GATE ON THE RIGHT. TURN RIGHT, PASSING THROUGH THE GATE AND GO
 GG0615'SOUTH ACROSS A PASTURE FOR 0.05 MILE TO THE STATION.
 GG0615
 GG0615                          STATION RECOVERY (1989)
 GG0615
 GG0615'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0615'RECOVERED IN GOOD CONDITION.
 GG0615
 GG0615                          STATION RECOVERY (1999)
 GG0615
 GG0615'RECOVERY NOTE BY US POWER SQUADRON 1999
 GG0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0634 ***********************************************************************
 GG0634  DESIGNATION -  FAYETTEVILLE UNIV ARK N TOWER
 GG0634  PID         -  GG0634
 GG0634  STATE/COUNTY-  AR/WASHINGTON
 GG0634  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0634
 GG0634                         *CURRENT SURVEY CONTROL
 GG0634  ___________________________________________________________________
 GG0634* NAD 83(1997)-  36 04 08.23197(N)    094 10 17.63439(W)     ADJUSTED  
 GG0634* NAVD 88     -                                                        
 GG0634  ___________________________________________________________________
 GG0634  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 GG0634  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0634
 GG0634  HORZ ORDER  -  THIRD
 GG0634
 GG0634.The horizontal coordinates were established by classical geodetic methods
 GG0634.and adjusted by the National Geodetic Survey in September 1999..
 GG0634
 GG0634
 GG0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0634
 GG0634.The geoid height was determined by GEOID03.
 GG0634
 GG0634;                    North         East     Units Scale Factor Converg.
 GG0634;SPC AR N     -   194,713.435   204,395.676   MT  0.99997164   -1 15 49.1
 GG0634;SPC AR N     -   638,822.33    670,588.15   sFT  0.99997164   -1 15 49.1
 GG0634;UTM  15      - 3,992,231.528   394,499.342   MT  0.99973714   -0 41 23.4
 GG0634
 GG0634                          SUPERSEDED SURVEY CONTROL
 GG0634
 GG0634  NAD 83(1997)-  36 04 08.24257(N)    094 10 17.63426(W) AD(       ) 4
 GG0634  NAD 83(1986)-  36 04 08.24151(N)    094 10 17.63395(W) AD(       ) 4
 GG0634  NAD 27      -  36 04 07.95300(N)    094 10 16.89900(W) AD(       ) 3
 GG0634
 GG0634.Superseded values are not recommended for survey control.
 GG0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0634.See file dsdata.txt to determine how the superseded data were derived.
 GG0634
 GG0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9449992232(NAD 83)
 GG0634_MARKER: 55 = TOWER
 GG0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0634+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 GG0634
 GG0634  HISTORY     - Date     Condition        Report By
 GG0634  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0634  HISTORY     - 1988     GOOD             USPSQD
 GG0634  HISTORY     - 19961102 GOOD             USPSQD
 GG0634  HISTORY     - 19981031 GOOD             USPSQD
 GG0634  HISTORY     - 20050330 GOOD             GEOCAC
 GG0634
 GG0634                          STATION DESCRIPTION
 GG0634
 GG0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0634'THIS INTERSECTION STATION IS THE CENTER OF THE NORTHERLY OF
 GG0634'TWO TOWERS ON THE MAIN BUILDING (UNIVERSITY HALL) OF THE
 GG0634'UNIVERSITY OF ARKANSAS.  THE BUILDING IS A RED BRICK STRUCTURE
 GG0634'FACING E.  THERE IS A SQUARE RED BRICK TOWER TRIMMED IN STONE
 GG0634'AT THE NE CORNER OF THE BUILDING.  THE SECTION OF THE TOWER JUST
 GG0634'ABOVE THE ROOF OF THE MAIN PART OF THE BUILDING HAS THREE
 GG0634'LOUVERED WINDOWS ON EACH SIDE.  THE UPPER SECTION OF THE TOWER
 GG0634'WHICH FORMS THE ROOF RESEMBLES A TRUNCATED PYRAMID BUT THE
 GG0634'FACES ARE SLIGHTLY CURVED.  THE WIDE EAVES AT THE BASE OF THE
 GG0634'ROOF ARE SUPPORTED BY THE THREE DOUBLE ORNAMENTAL BRACKETS
 GG0634'ON EACH SIDE.  THE TOP IS FLAT AND PROJECTS OUTWARD FROM
 GG0634'THE CURVED FACES OF THE ROOF FORMING EAVES.  THE FACES OF
 GG0634'THE ROOF ARE SLATE-COVERED AND NEAR THE BASE ON EACH
 GG0634'SIDE IS AN IRREGULAR SHAPED DORMER WITH BOARDED CIRCULAR
 GG0634'FACE.  THE TOP OF EACH DORMER IS SEMICIRCULAR.  THE TOWER
 GG0634'IS ABOUT 115 FEET HIGH AND IS VERY PROMINENT.  THE BUILDING
 GG0634'WAS ERECTED ABOUT 1870.  THE SOUTHERLY TOWER AT THE SE
 GG0634'CORNER OF THE BUILDING IS SIMILAR IN APPEARANCE BUT IS
 GG0634'SLIGHTLY LOWER.
 GG0634'
 GG0634'THE CAMPUS OF THE UNIVERSITY OF ARKANSAS IS IN THE NORTHWESTERN
 GG0634'SECTION OF FAYETTEVILLE, ABOUT 1 MILE NW OF THE CENTER OF
 GG0634'TOWN.  THE MAIN BUILDING IS CENTRALLY LOCATED ON THE CAMPUS
 GG0634'AND IS ON ABOUT THE HIGHEST GROUND ON THE CAMPUS.  THE
 GG0634'BUILDING IS ABOUT MIDWAY BETWEEN W MAPLE AVENUE ON THE N,
 GG0634'AND W DICKSON AVENUE ON THE S, AND IS ABOUT 800 FEET W OF
 GG0634'ARKANSAS AVENUE.
 GG0634'
 GG0634'TRIANGULATION STATION UNIVERSITY IS IN FRONT (ON THE E SIDE)
 GG0634'OF THE BUILDING.
 GG0634
 GG0634                          STATION RECOVERY (1988)
 GG0634
 GG0634'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0634'RECOVERED IN GOOD CONDITION.
 GG0634
 GG0634                          STATION RECOVERY (1996)
 GG0634
 GG0634'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0634'RECOVERED IN GOOD CONDITION.
 GG0634
 GG0634                          STATION RECOVERY (1998)
 GG0634
 GG0634'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0634'RECOVERED IN GOOD CONDITION.
 GG0634
 GG0634                          STATION RECOVERY (2005)
 GG0634
 GG0634'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0634'AS A PROMINENT LANDMARK ON CAMPUS OF THE UNIVERSITY OF
 GG0634'ARKANSAS-FAYETTEVILLE BUILDING AND TOWER ARE BOTH IN EXCELLENT SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0636 ***********************************************************************
 GG0636  DESIGNATION -  FAYETTEVILLE UNIV ARK S TOWER
 GG0636  PID         -  GG0636
 GG0636  STATE/COUNTY-  AR/WASHINGTON
 GG0636  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0636
 GG0636                         *CURRENT SURVEY CONTROL
 GG0636  ___________________________________________________________________
 GG0636* NAD 83(1997)-  36 04 06.32851(N)    094 10 17.64047(W)     ADJUSTED  
 GG0636* NAVD 88     -                                                        
 GG0636  ___________________________________________________________________
 GG0636  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GG0636  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0636
 GG0636  HORZ ORDER  -  THIRD
 GG0636
 GG0636.The horizontal coordinates were established by classical geodetic methods
 GG0636.and adjusted by the National Geodetic Survey in September 1999..
 GG0636
 GG0636
 GG0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0636
 GG0636.The geoid height was determined by GEOID03.
 GG0636
 GG0636;                    North         East     Units Scale Factor Converg.
 GG0636;SPC AR N     -   194,654.785   204,394.231   MT  0.99997156   -1 15 49.1
 GG0636;SPC AR N     -   638,629.91    670,583.41   sFT  0.99997156   -1 15 49.1
 GG0636;UTM  15      - 3,992,172.880   394,498.484   MT  0.99973715   -0 41 23.4
 GG0636
 GG0636                          SUPERSEDED SURVEY CONTROL
 GG0636
 GG0636  NAD 83(1997)-  36 04 06.33917(N)    094 10 17.64018(W) AD(       ) 4
 GG0636  NAD 83(1986)-  36 04 06.33818(N)    094 10 17.64031(W) AD(       ) 4
 GG0636  NAD 27      -  36 04 06.04900(N)    094 10 16.90500(W) AD(       ) 3
 GG0636
 GG0636.Superseded values are not recommended for survey control.
 GG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0636.See file dsdata.txt to determine how the superseded data were derived.
 GG0636
 GG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9449892173(NAD 83)
 GG0636_MARKER: 55 = TOWER
 GG0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0636+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 GG0636
 GG0636  HISTORY     - Date     Condition        Report By
 GG0636  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0636  HISTORY     - 1963     GOOD             CGS
 GG0636  HISTORY     - 1988     GOOD             USPSQD
 GG0636  HISTORY     - 19971102 GOOD             USPSQD
 GG0636  HISTORY     - 19981031 GOOD             USPSQD
 GG0636  HISTORY     - 20050330 GOOD             GEOCAC
 GG0636
 GG0636                          STATION DESCRIPTION
 GG0636
 GG0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0636'THIS INTERSECTION STATION IS THE CENTER OF THE SOUTHERLY OF
 GG0636'TWO TOWERS ON THE MAIN BUILDING (UNIVERSITY HALL) OF THE
 GG0636'UNIVERSITY OF ARKANSAS.  THE BUILDING IS A RED BRICK STRUCTURE
 GG0636'FACING E.  THERE IS A SQUARE RED BRICK TOWER TRIMMED IN WHITE
 GG0636'STONE AT THE SE CORNER OF THE BUILDING.  THE SECTION OF THE
 GG0636'TOWER JUST ABOVE THE MAIN PART OF THE BUILDING HAS A LARGE
 GG0636'CIRCULAR WINDOW FRAMED IN WHITE STONE, ON EACH SIDE OF THE
 GG0636'TOWER.  THE WINDOW IS NOW ENCLOSED WITH SHEET METAL PAINTED
 GG0636'WHITE.  THE UPPER SECTION OF THE TOWER WHICH FORMS THEREOF
 GG0636'RESEMBLES A TRUNCATED PYRAMID BUT THE FACES ARE SLIGHTLY
 GG0636'CURVED.  THE WIDE EAVES AT THE BASE OF THE ROOF ARE
 GG0636'SUPPORTED BY THREE DOUBLE ORNAMENTAL BRACKETS ON EACH SIDE.
 GG0636'THE TOP IS FLAT AND PROJECTS OUTWARD FROM THE CURVED
 GG0636'FACES OF THE ROOF FORMING EAVES.  THE FACES OF THE ROOF ARE
 GG0636'SLATE-COVERED AND HAVE AN IRREGULAR SHAPED DORMER WITH
 GG0636'ROUND FOUR PANELED WINDOWS ON EACH SIDE.  THE TOP OF EACH
 GG0636'DORMER IS SEMICIRCULAR.  THE TOWER IS ABOUT 110 FEET HIGH AND IS
 GG0636'VERY PROMINENT.  THE BUILDING WAS ERECTED ABOUT 1870.  THE
 GG0636'NORTHERLY TOWER AT THE NE CORNER OF THE BUILDING IS SIMILAR
 GG0636'IN APPEARANCE BUT IS SLIGHTLY TALLER.
 GG0636'
 GG0636'THE CAMPUS OF THE UNIVERSITY IS IN THE NORTHWESTERN SECTION
 GG0636'OF FAYETTEVILLE, ABOUT 1 MILE NW OF THE CENTER OF TOWN.  THE MAIN
 GG0636'BUILDING IS CENTRALLY LOCATED ON THE CAMPUS AND IS ABOUT ON
 GG0636'THE HIGHEST GROUND ON THE CAMPUS.  THE BUILDING IS ABOUT MIDWAY
 GG0636'BETWEEN W MAPLE AVENUE ON THE N, AND W DICKSON AVENUE, ON THE S
 GG0636'AND IS ABOUT 800 FEET W OF ARKANSAS AVENUE.
 GG0636'
 GG0636'TRIANGULATION STATION UNIVERSITY IS IN FRONT (ON THE E SIDE)
 GG0636'OF THE BUILDING.
 GG0636
 GG0636                          STATION RECOVERY (1963)
 GG0636
 GG0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 GG0636'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GG0636
 GG0636                          STATION RECOVERY (1988)
 GG0636
 GG0636'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0636'RECOVERED IN GOOD CONDITION.
 GG0636
 GG0636                          STATION RECOVERY (1997)
 GG0636
 GG0636'RECOVERY NOTE BY US POWER SQUADRON 1997
 GG0636'RECOVERED IN GOOD CONDITION.
 GG0636
 GG0636                          STATION RECOVERY (1998)
 GG0636
 GG0636'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0636'RECOVERED IN GOOD CONDITION.
 GG0636
 GG0636                          STATION RECOVERY (2005)
 GG0636
 GG0636'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0636'A PROMINENT LANDMARK ON THE CAMPUS OF THE UNIVERSITY OF
 GG0636'ARKANSAS-FAYETTEVILLE.  STATION IS IN GREAT SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0627 ***********************************************************************
 GG0627  DESIGNATION -  FAYETTEVILLE US VETS HOSP TANK
 GG0627  PID         -  GG0627
 GG0627  STATE/COUNTY-  AR/WASHINGTON
 GG0627  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0627
 GG0627                         *CURRENT SURVEY CONTROL
 GG0627  ___________________________________________________________________
 GG0627* NAD 83(1997)-  36 04 55.15727(N)    094 09 32.79368(W)     ADJUSTED  
 GG0627* NAVD 88     -                                                        
 GG0627  ___________________________________________________________________
 GG0627  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 GG0627  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0627
 GG0627  HORZ ORDER  -  THIRD
 GG0627
 GG0627.The horizontal coordinates were established by classical geodetic methods
 GG0627.and adjusted by the National Geodetic Survey in September 1999..
 GG0627
 GG0627
 GG0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0627
 GG0627.The geoid height was determined by GEOID03.
 GG0627
 GG0627;                    North         East     Units Scale Factor Converg.
 GG0627;SPC AR N     -   196,134.722   205,549.164   MT  0.99997358   -1 15 23.0
 GG0627;SPC AR N     -   643,485.33    674,372.55   sFT  0.99997358   -1 15 23.0
 GG0627;UTM  15      - 3,993,663.954   395,638.270   MT  0.99973420   -0 40 57.8
 GG0627
 GG0627                          SUPERSEDED SURVEY CONTROL
 GG0627
 GG0627  NAD 83(1997)-  36 04 55.16821(N)    094 09 32.79373(W) AD(       ) 4
 GG0627  NAD 83(1986)-  36 04 55.16700(N)    094 09 32.79365(W) AD(       ) 4
 GG0627  NAD 27      -  36 04 54.88000(N)    094 09 32.05900(W) AD(       ) 3
 GG0627
 GG0627.Superseded values are not recommended for survey control.
 GG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0627.See file dsdata.txt to determine how the superseded data were derived.
 GG0627
 GG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9563893664(NAD 83)
 GG0627_MARKER: 53 = ELEVATED TANK
 GG0627
 GG0627  HISTORY     - Date     Condition        Report By
 GG0627  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0627  HISTORY     - 1957     GOOD             CGS
 GG0627  HISTORY     - 1963     GOOD             CGS
 GG0627  HISTORY     - 1988     GOOD             USPSQD
 GG0627  HISTORY     - 19961102 GOOD             USPSQD
 GG0627  HISTORY     - 19981031 GOOD             USPSQD
 GG0627
 GG0627                          STATION DESCRIPTION
 GG0627
 GG0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0627'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK AT THE
 GG0627'U.S. VETERANS FACILITY (HOSPITAL).  IT IS A TALL STEEL TANK
 GG0627'WITH ROUND BOTTOM AND CONICAL TOP AND HAS A BALL AT THE TIP.
 GG0627'IT IS SUPPORTED BY FOUR LEGS AND HAS A PLATFORM AT THE TOP
 GG0627'OF THE LEGS.  THE ENTIRE STRUCTURE IS PAINTED LIGHT GRAY.  THE
 GG0627'TANK IS ABOUT 115 FEET HIGH AND IS VERY PROMINENT.  IT WAS
 GG0627'ERECTED IN 1934.
 GG0627'
 GG0627'THE HOSPITAL IS ABOUT 1-1/4 MILES N OF THE BUSINESS SECTION
 GG0627'OF FAYETTEVILLE AND JUST N OF THE N CITY LIMITS OF TOWN AND
 GG0627'ON THE W SIDE OF U.S. HIGHWAY 71.  THE TANK IS ABOUT 500 FEET
 GG0627'NE OF THE MAIN HOSPITAL BUILDING, ABOUT 500 FEET W OF U.S.
 GG0627'HIGHWAY 71, ABOUT 250 FEET NW OF THE HOSPITAL GARAGE, AND
 GG0627'ABOUT 350 FEET NW OF THE STACK AT THE HOSPITAL POWER PLANT.
 GG0627
 GG0627                          STATION RECOVERY (1957)
 GG0627
 GG0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GG0627'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0627
 GG0627                          STATION RECOVERY (1963)
 GG0627
 GG0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 GG0627'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GG0627
 GG0627                          STATION RECOVERY (1988)
 GG0627
 GG0627'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0627'RECOVERED IN GOOD CONDITION.
 GG0627
 GG0627                          STATION RECOVERY (1996)
 GG0627
 GG0627'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0627'RECOVERED IN GOOD CONDITION.
 GG0627
 GG0627                          STATION RECOVERY (1998)
 GG0627
 GG0627'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0631 ***********************************************************************
 GG0631  DESIGNATION -  FAYETTEVILLE US VETS HOSP STK
 GG0631  PID         -  GG0631
 GG0631  STATE/COUNTY-  AR/WASHINGTON
 GG0631  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0631
 GG0631                         *CURRENT SURVEY CONTROL
 GG0631  ___________________________________________________________________
 GG0631* NAD 83(1997)-  36 04 52.82963(N)    094 09 28.90601(W)     ADJUSTED  
 GG0631* NAVD 88     -                                                        
 GG0631  ___________________________________________________________________
 GG0631  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 GG0631  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0631
 GG0631  HORZ ORDER  -  THIRD
 GG0631
 GG0631.The horizontal coordinates were established by classical geodetic methods
 GG0631.and adjusted by the National Geodetic Survey in September 1999..
 GG0631
 GG0631
 GG0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0631
 GG0631.The geoid height was determined by GEOID03.
 GG0631
 GG0631;                    North         East     Units Scale Factor Converg.
 GG0631;SPC AR N     -   196,060.866   205,644.833   MT  0.99997349   -1 15 20.7
 GG0631;SPC AR N     -   643,243.02    674,686.42   sFT  0.99997349   -1 15 20.7
 GG0631;UTM  15      - 3,993,591.077   395,734.651   MT  0.99973395   -0 40 55.4
 GG0631
 GG0631                          SUPERSEDED SURVEY CONTROL
 GG0631
 GG0631  NAD 83(1997)-  36 04 52.84082(N)    094 09 28.90576(W) AD(       ) 4
 GG0631  NAD 83(1986)-  36 04 52.83963(N)    094 09 28.90573(W) AD(       ) 4
 GG0631  NAD 27      -  36 04 52.55400(N)    094 09 28.17000(W) AD(       ) 3
 GG0631
 GG0631.Superseded values are not recommended for survey control.
 GG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0631.See file dsdata.txt to determine how the superseded data were derived.
 GG0631
 GG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9573593591(NAD 83)
 GG0631_MARKER: 63 = STACK
 GG0631
 GG0631  HISTORY     - Date     Condition        Report By
 GG0631  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0631  HISTORY     - 1957     GOOD             CGS
 GG0631  HISTORY     - 1963     GOOD             CGS
 GG0631  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0631
 GG0631                          STATION DESCRIPTION
 GG0631
 GG0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0631'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE
 GG0631'POWER PLANT OF THE U.S. VETERANS FACILITY (HOSPITAL).  IT IS
 GG0631'A PLAIN ROUND RED TILE STACK ABOUT 100 FEET HIGH AND IS QUITE
 GG0631'PROMINENT.  IT WAS ERECTED IN 1934.  THE HOSPITAL WATER TANK,
 GG0631'ABOUT 350 FEET NW, IS HIGHER AND IS ON HIGHER GROUND AND IS
 GG0631'MUCH MORE PROMINENT THAN THE STACK.  THE HOSPITAL IS ABOUT
 GG0631'1-1/4 MILES N OF THE BUSINESS SECTION OF FAYETTEVILLE, JUST
 GG0631'N OF THE N CITY LIMITS OF TOWN AND ON THE W SIDE OF U.S.
 GG0631'HIGHWAY 71.  THE STACK IS ABOUT 20 FEET S OF THE SE CORNER OF
 GG0631'THE POWER PLANT WHICH IS AT THE NE CORNER OF THE GROUP OF
 GG0631'HOSPITAL BUILDINGS, ABOUT 800 FEET E OF THE MAIN
 GG0631'BUILDING, AND ABOUT 500 FEET W OF U.S. HIGHWAY 71.
 GG0631
 GG0631                          STATION RECOVERY (1957)
 GG0631
 GG0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GG0631'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0631
 GG0631                          STATION RECOVERY (1963)
 GG0631
 GG0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 GG0631'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GG0631
 GG0631                          STATION RECOVERY (1988)
 GG0631
 GG0631'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0644 ***********************************************************************
 GG0644  DESIGNATION -  FAYETTEVILLE W MUN TANK
 GG0644  PID         -  GG0644
 GG0644  STATE/COUNTY-  AR/WASHINGTON
 GG0644  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0644
 GG0644                         *CURRENT SURVEY CONTROL
 GG0644  ___________________________________________________________________
 GG0644* NAD 83(1997)-  36 03 54.73466(N)    094 11 25.76151(W)     ADJUSTED  
 GG0644* NAVD 88     -                                                        
 GG0644  ___________________________________________________________________
 GG0644  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 GG0644  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GG0644
 GG0644  HORZ ORDER  -  THIRD
 GG0644
 GG0644.The horizontal coordinates were established by classical geodetic methods
 GG0644.and adjusted by the National Geodetic Survey in September 1999..
 GG0644
 GG0644
 GG0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0644
 GG0644.The geoid height was determined by GEOID03.
 GG0644
 GG0644;                    North         East     Units Scale Factor Converg.
 GG0644;SPC AR N     -   194,335.290   202,682.100   MT  0.99997108   -1 16 28.7
 GG0644;SPC AR N     -   637,581.70    664,966.19   sFT  0.99997108   -1 16 28.7
 GG0644;UTM  15      - 3,991,836.334   392,790.035   MT  0.99974162   -0 42 03.3
 GG0644
 GG0644                          SUPERSEDED SURVEY CONTROL
 GG0644
 GG0644  NAD 83(1997)-  36 03 54.74567(N)    094 11 25.76131(W) AD(       ) 4
 GG0644  NAD 83(1986)-  36 03 54.74412(N)    094 11 25.76112(W) AD(       ) 4
 GG0644  NAD 27      -  36 03 54.45905(N)    094 11 25.02468(W) AD(       ) 3
 GG0644
 GG0644.Superseded values are not recommended for survey control.
 GG0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0644.See file dsdata.txt to determine how the superseded data were derived.
 GG0644
 GG0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9279091836(NAD 83)
 GG0644_MARKER: 53 = ELEVATED TANK
 GG0644_SETTING: 0 = UNSPECIFIED SETTING
 GG0644
 GG0644  HISTORY     - Date     Condition        Report By
 GG0644  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0644  HISTORY     - 1979     GOOD             NGS
 GG0644  HISTORY     - 1983     GOOD             NGS
 GG0644
 GG0644                          STATION DESCRIPTION
 GG0644
 GG0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0644'THE STATION, FAYETTEVILLE MUNICIPAL WEST TANK, IS THE CENTER OF THE
 GG0644'TOP OF A 85 FOOT TALL, ELEVATED, RADIAL CONE, WATER TANK THAT WAS
 GG0644'ERECTED IN 1959 AND HAS A CAPACITY OF 1,000,000 GALLONS. THE TANK
 GG0644'IS SUPPORTED BY 10 LEGS.
 GG0644'
 GG0644'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF U.S. HIGHWAY 62, 1/2
 GG0644'MILE EAST OF U.S. HIGHWAY 71 BYPASS AND IN THE WEST PART OF
 GG0644'FAYETTEVILLE IN THE NORTHWEST 1/4 OF SECTION 17, T. 16 N., R. 30 W.
 GG0644'
 GG0644'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND 62, AND
 GG0644'STATE HIGHWAY 16 IN THE SOUTH PART OF FAYETTEVILLE, GO WEST ON
 GG0644'HIGHWAY 62 AND 16 FOR 1.0 MILE TO WHERE HIGHWAY 16 TURNS NORTH. TURN
 GG0644'RIGHT AND GO NORTH ON HIGHWAY 16 FOR 0.8 MILE TO A SIDE ROAD LEFT,
 GG0644'MARKHAM ROAD.  TURN LEFT AND GO WEST ON MARKHAM ROAD FOR 0.3
 GG0644'MILE TO THE END OF THE PAVEMENT. CONTINUE WEST FOR 0.15 MILE TO A
 GG0644'SIDE ROAD LEFT. TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.2
 GG0644'MILE TO A DRIVEWAY ON THE RIGHT. TURN RIGHT AND GO WEST, PASSING A
 GG0644'HOUSE FOR 0.05 MILE TO THE STATION WITHIN A FENCED AREA.
 GG0644'
 GG0644'THE STATION IS OWNED BY THE CITY OF FAYETTEVILLE.
 GG0644
 GG0644                          STATION RECOVERY (1979)
 GG0644
 GG0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 GG0644'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0644'
 GG0644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE WEST PART OF
 GG0644'FAYETTEVILLE.
 GG0644
 GG0644                          STATION RECOVERY (1983)
 GG0644
 GG0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 GG0644'INTERSECTION STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0644'
 GG0644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WEST PART OF
 GG0644'FAYETTEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0628 ***********************************************************************
 GG0628  DESIGNATION -  FAYETTEVILLE WASHINGTON CTHSE
 GG0628  PID         -  GG0628
 GG0628  STATE/COUNTY-  AR/WASHINGTON
 GG0628  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0628
 GG0628                         *CURRENT SURVEY CONTROL
 GG0628  ___________________________________________________________________
 GG0628* NAD 83(1997)-  36 03 45.34752(N)    094 09 27.94326(W)     ADJUSTED  
 GG0628* NAVD 88     -                                                        
 GG0628  ___________________________________________________________________
 GG0628  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 GG0628  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0628
 GG0628  HORZ ORDER  -  THIRD
 GG0628
 GG0628.The horizontal coordinates were established by classical geodetic methods
 GG0628.and adjusted by the National Geodetic Survey in September 1999..
 GG0628
 GG0628
 GG0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0628
 GG0628.The geoid height was determined by GEOID03.
 GG0628
 GG0628;                    North         East     Units Scale Factor Converg.
 GG0628;SPC AR N     -   193,980.940   205,623.338   MT  0.99997070   -1 15 20.2
 GG0628;SPC AR N     -   636,419.13    674,615.90   sFT  0.99997070   -1 15 20.2
 GG0628;UTM  15      - 3,991,511.536   395,733.989   MT  0.99973395   -0 40 53.8
 GG0628
 GG0628                          SUPERSEDED SURVEY CONTROL
 GG0628
 GG0628  NAD 83(1997)-  36 03 45.35834(N)    094 09 27.94328(W) AD(       ) 4
 GG0628  NAD 83(1986)-  36 03 45.35728(N)    094 09 27.94311(W) AD(       ) 4
 GG0628  NAD 27      -  36 03 45.06900(N)    094 09 27.21000(W) AD(       ) 3
 GG0628
 GG0628.Superseded values are not recommended for survey control.
 GG0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0628.See file dsdata.txt to determine how the superseded data were derived.
 GG0628
 GG0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9573491512(NAD 83)
 GG0628_MARKER: 55 = TOWER
 GG0628
 GG0628  HISTORY     - Date     Condition        Report By
 GG0628  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0628  HISTORY     - 1963     GOOD             CGS
 GG0628  HISTORY     - 1988     GOOD             USPSQD
 GG0628  HISTORY     - 19961102 GOOD             USPSQD
 GG0628  HISTORY     - 19981031 GOOD             USPSQD
 GG0628
 GG0628                          STATION DESCRIPTION
 GG0628
 GG0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0628'THIS INTERSECTION STATION IS THE BASE OF THE FINIAL ON TOP OF
 GG0628'THE TOWER ON THE WASHINGTON COUNTY COURTHOUSE.  THE COURTHOUSE
 GG0628'IS A SQUARE BUFF-COLORED BRICK BUILDING WITH AN OCTAGONAL
 GG0628'WITH PYRAMIDAL ROOF AND SHARP FINIAL AT EACH CORNER.  ON TOP
 GG0628'OF THE ROOF OF THE MAIN PART OF THE BUILDING IS A PLATFORM
 GG0628'WITH A STEEL RAILING.  THE BUILDING HAS A SQUARE BRICK TOWER AT
 GG0628'THE W CENTER OVER THE ENTRANCE.  IN THE CENTRAL PART OF THE
 GG0628'TOWER IS A PLATFORM WITH A SINGLE OPEN ARCHED WINDOW ON EACH
 GG0628'SIDE.  EACH WINDOW HAS A STEEL RAILING ACROSS THE BASE.
 GG0628'ABOVE THE PLATFORM ON EACH SIDE IS A LARGE CLOCK WITH A BLACK
 GG0628'FACE.  THE TOWER HAS A SQUARE PYRAMIDAL ROOF WITH AN
 GG0628'ORNAMENTAL FINIAL AT THE TIP.  AT THE CENTER OF EACH FACE OF
 GG0628'THE ROOF IS A SMALL DORMER WITH CIRCULAR LOUVERED WINDOW AND
 GG0628'A SEMICIRCULAR TOP.  THE TOWER IS ABOUT 135 FEET HIGH
 GG0628'AND IS VERY PROMINENT.  THE BUILDING WAS ERECTED IN 1904.
 GG0628'THE COURTHOUSE IS AT THE E EDGE OF THE BUSINESS SECTION OF
 GG0628'FAYETTEVILLE, ON THE E SIDE OF COLLEGE AVENUE (U.S.
 GG0628'HIGHWAY 71) AND ON THE EXTENSION EASTWARD OF E CENTER STREET.
 GG0628
 GG0628                          STATION RECOVERY (1963)
 GG0628
 GG0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 GG0628'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GG0628
 GG0628                          STATION RECOVERY (1988)
 GG0628
 GG0628'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0628'RECOVERED IN GOOD CONDITION.
 GG0628
 GG0628                          STATION RECOVERY (1996)
 GG0628
 GG0628'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0628'RECOVERED IN GOOD CONDITION.
 GG0628
 GG0628                          STATION RECOVERY (1998)
 GG0628
 GG0628'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9333 ***********************************************************************
 AA9333  DESIGNATION -  FB 10+00
 AA9333  PID         -  AA9333
 AA9333  STATE/COUNTY-  AR/MISSISSIPPI
 AA9333  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 AA9333
 AA9333                         *CURRENT SURVEY CONTROL
 AA9333  ___________________________________________________________________
 AA9333* NAD 83(1997)-  35 27 57.34071(N)    090 12 05.54891(W)     ADJUSTED  
 AA9333* NAVD 88     -        69.575  (meters)     228.26   (feet)  ADJUSTED  
 AA9333  ___________________________________________________________________
 AA9333  X           -     -18,293.526 (meters)                     COMP
 AA9333  Y           -  -5,200,607.457 (meters)                     COMP
 AA9333  Z           -   3,680,114.059 (meters)                     COMP
 AA9333  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AA9333  ELLIP HEIGHT-          41.90  (meters)          (09/21/01) GPS OBS
 AA9333  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AA9333  DYNAMIC HT  -          69.513 (meters)     228.06  (feet)  COMP
 AA9333  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 AA9333
 AA9333  HORZ ORDER  -  B
 AA9333  VERT ORDER  -  SECOND    CLASS I
 AA9333  ELLP ORDER  -  FOURTH    CLASS II
 AA9333
 AA9333.This is a reference station for the MEMPHIS 2
 AA9333.National Continuously Operating Reference Station (MEM2).
 AA9333
 AA9333.The horizontal coordinates were established by GPS observations
 AA9333.and adjusted by the National Geodetic Survey in March 1998..
 AA9333
 AA9333.The orthometric height was determined by differential leveling
 AA9333.and adjusted by the National Geodetic Survey in July 2002..
 AA9333
 AA9333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9333
 AA9333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9333
 AA9333.The ellipsoidal height was determined by GPS observations
 AA9333.and is referenced to NAD 83.
 AA9333
 AA9333.The geoid height was determined by GEOID03.
 AA9333
 AA9333.The dynamic height is computed by dividing the NAVD 88
 AA9333.geopotential number by the normal gravity value computed on the
 AA9333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9333.degrees latitude (g = 980.6199 gals.).
 AA9333
 AA9333.The modeled gravity was interpolated from observed gravity values.
 AA9333
 AA9333;                    North         East     Units Scale Factor Converg.
 AA9333;SPC AR N     -   127,142.201   563,222.747   MT  0.99993806   +1 02 47.5
 AA9333;SPC AR N     -   417,132.37  1,847,839.96   sFT  0.99993806   +1 02 47.5
 AA9333;UTM  15      - 3,928,314.626   753,941.279   MT  1.00039476   +1 37 28.5
 AA9333
 AA9333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9333!SPC AR N     -   0.99999342  x   0.99993806  =   0.99993148
 AA9333!UTM  15      -   0.99999342  x   1.00039476  =   1.00038818
 AA9333
 AA9333|---------------------------------------------------------------------|
 AA9333| PID    Reference Object                     Distance      Geod. Az  |
 AA9333|                                                           dddmmss.s |
 AA9333| AB2080 MEMPHIS USACE CORS DESTROYED        393.187 METERS 26523     |
 AA9333| AB6288 MEMPHIS 2 CORS L1 PHASE CENTER      409.221 METERS 2662817.3 |
 AA9333|---------------------------------------------------------------------|
 AA9333
 AA9333                          SUPERSEDED SURVEY CONTROL
 AA9333
 AA9333  ELLIP H (03/18/98)   41.96   (m)                       GP(       ) 4 1
 AA9333  NAD 83(1997)-  35 27 57.34149(N)    090 12 05.54913(W) AD(1995.00) B
 AA9333  ELLIP H (03/19/96)   42.05   (m)                       GP(1995.00) 1 1
 AA9333  NAVD 88 (03/19/96)   69.58   (m)          228.3    (f) LEVELING    3  
 AA9333
 AA9333.Superseded values are not recommended for survey control.
 AA9333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9333.See file dsdata.txt to determine how the superseded data were derived.
 AA9333
 AA9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5394128315(NAD 83)
 AA9333_MARKER: I = METAL ROD
 AA9333_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9333_STAMPING: FB 10+00 1994
 AA9333_MARK LOGO: USE   
 AA9333_PROJECTION: FLUSH
 AA9333_MAGNETIC: I = MARKER IS A STEEL ROD
 AA9333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9333+STABILITY: POSITION/ELEVATION WELL
 AA9333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9333+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1996
 AA9333_ROD/PIPE-DEPTH: 5.2  meters
 AA9333_SLEEVE-DEPTH  : 0.9 meters
 AA9333
 AA9333  HISTORY     - Date     Condition        Report By
 AA9333  HISTORY     - 1994     MONUMENTED       USE
 AA9333  HISTORY     - 19960615 GOOD             NGS
 AA9333  HISTORY     - 20010510 MARK NOT FOUND   NGS
 AA9333
 AA9333                          STATION DESCRIPTION
 AA9333
 AA9333'DESCRIBED BY US ENGINEERS 1994
 AA9333'THE STATION IS LOCATED IN A FIELD SOUTH OF ARKANSAS HIGHWAY 308.  TO
 AA9333'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 55 AND ARKANSAS
 AA9333'HIGHWAY 118 HEAD EAST ALONG HIGHWAY 118 FOR 1.9 MI (3.1 KM) TO THE
 AA9333'INTERSECTION WITH U.S.  HIGHWAY 61.  THENCE, HEAD SOUTH ALONG U.S. 61
 AA9333'FOR 3.5 MI (5.6 KM) TO THE INTERSECTION WITH ARKANSAS HIGHWAY 308.
 AA9333'THENCE, HEAD WEST ALONG ARKANSAS HIGHWAY 308 FOR 0.9 MI (1.4 KM) TO
 AA9333'THE STATION ON THE SOUTHSIDE OF THE ROAD.  THE STATION IS 100.0 FT
 AA9333'(30.5 M) SOUTH OF THE CENTERLINE OF HIGHWAY 308, 8.0 FT (2.4 M) WEST
 AA9333'OF THE CENTERLINE OF A DITCH AND APPROXIMATELY 1.0 FT (0.3 M) FROM A
 AA9333'CARSONITE WITNESS POST.
 AA9333
 AA9333                          STATION RECOVERY (1996)
 AA9333
 AA9333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 AA9333'THE TO REACH TO THE STATION IS ADEQUATE, BUT THE FOLLOWING CHANGES
 AA9333'SHOULD BE NOTED- THE STATION IS 155.0 FT (47.2 M) SOUTH OF THE
 AA9333'CENTERLINE OF OF HWY.  308, 49.2 FT (15.0 M) WEST-NORTWEST OF JUNCTION
 AA9333'BOX ON POLE, 8.0 FT (2.4 M) WEST OF THE CENTERLINE OF THE DITCH, AND
 AA9333'1.0 FT (0.3 M) FROM THE CARSONITE WITNESS POST.
 AA9333
 AA9333                          STATION RECOVERY (2001)
 AA9333
 AA9333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 AA9333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9332 ***********************************************************************
 AA9332  HT_MOD      -  This is a Height Modernization Survey Station.
 AA9332  FBN         -  This is a Federal Base Network Control Station.
 AA9332  DESIGNATION -  FB 26+37
 AA9332  PID         -  AA9332
 AA9332  STATE/COUNTY-  AR/MISSISSIPPI
 AA9332  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 AA9332
 AA9332                         *CURRENT SURVEY CONTROL
 AA9332  ___________________________________________________________________
 AA9332* NAD 83(1997)-  35 27 53.86065(N)    090 12 24.87861(W)     ADJUSTED  
 AA9332* NAVD 88     -        69.28   (meters)     227.3    (feet)  GPS OBS   
 AA9332  ___________________________________________________________________
 AA9332  X           -     -18,781.115 (meters)                     COMP
 AA9332  Y           -  -5,200,667.713 (meters)                     COMP
 AA9332  Z           -   3,680,026.536 (meters)                     COMP
 AA9332  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AA9332  ELLIP HEIGHT-          41.61  (meters)          (07/20/01) GPS OBS
 AA9332  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AA9332
 AA9332  HORZ ORDER  -  B
 AA9332  ELLP ORDER  -  FOURTH    CLASS I
 AA9332
 AA9332.This is a reference station for the MEMPHIS 2
 AA9332.National Continuously Operating Reference Station (MEM2).
 AA9332
 AA9332.The horizontal coordinates were established by GPS observations
 AA9332.and adjusted by the National Geodetic Survey in March 1998..
 AA9332
 AA9332.The orthometric height was determined by GPS observations and a
 AA9332.high-resolution geoid model using precise GPS observation and
 AA9332.processing techniques. It supersedes the leveled height previously
 AA9332.determined for this station.
 AA9332
 AA9332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9332
 AA9332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9332
 AA9332.The ellipsoidal height was determined by GPS observations
 AA9332.and is referenced to NAD 83.
 AA9332
 AA9332.The geoid height was determined by GEOID03.
 AA9332
 AA9332;                    North         East     Units Scale Factor Converg.
 AA9332;SPC AR N     -   127,026.085   562,737.446   MT  0.99993809   +1 02 36.2
 AA9332;SPC AR N     -   416,751.41  1,846,247.77   sFT  0.99993809   +1 02 36.2
 AA9332;UTM  15      - 3,928,193.565   753,456.954   MT  1.00039173   +1 37 17.1
 AA9332
 AA9332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9332!SPC AR N     -   0.99999347  x   0.99993809  =   0.99993156
 AA9332!UTM  15      -   0.99999347  x   1.00039173  =   1.00038520
 AA9332
 AA9332|---------------------------------------------------------------------|
 AA9332| PID    Reference Object                     Distance      Geod. Az  |
 AA9332|                                                           dddmmss.s |
 AA9332| AB6288 MEMPHIS 2 CORS L1 PHASE CENTER      113.850 METERS 04353     |
 AA9332| AB2080 MEMPHIS USACE CORS DESTROYED        121.783 METERS 05137     |
 AA9332|---------------------------------------------------------------------|
 AA9332
 AA9332                          SUPERSEDED SURVEY CONTROL
 AA9332
 AA9332  ELLIP H (03/18/98)   41.67   (m)                       GP(       ) 4 1
 AA9332  NAD 83(1997)-  35 27 53.86126(N)    090 12 24.87914(W) AD(1995.00) B
 AA9332  ELLIP H (03/19/96)   41.76   (m)                       GP(1995.00) 1 1
 AA9332  NAVD 88 (07/26/02)   69.280  (m)          227.30   (f) ADJUSTED    2 1
 AA9332
 AA9332.Superseded values are not recommended for survey control.
 AA9332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9332.See file dsdata.txt to determine how the superseded data were derived.
 AA9332
 AA9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5345728194(NAD 83)
 AA9332_MARKER: I = METAL ROD
 AA9332_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9332_STAMPING: FB 26+37 1994
 AA9332_MARK LOGO: USE   
 AA9332_PROJECTION: FLUSH
 AA9332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9332+STABILITY: POSITION/ELEVATION WELL
 AA9332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9332+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA9332_ROD/PIPE-DEPTH: 3.60 meters
 AA9332_SLEEVE-DEPTH  : 0.90 meters
 AA9332
 AA9332  HISTORY     - Date     Condition        Report By
 AA9332  HISTORY     - 1994     MONUMENTED       USE
 AA9332  HISTORY     - 19960615 GOOD             NGS
 AA9332  HISTORY     - 20000121 GOOD             NGS
 AA9332  HISTORY     - 20010508 GOOD             NGS
 AA9332  HISTORY     - 20011004 GOOD             3001
 AA9332  HISTORY     - 20030123 GOOD             USACE
 AA9332  HISTORY     - 20030722 GOOD             EMCINC
 AA9332  HISTORY     - 20031010 GOOD             TNDT
 AA9332
 AA9332                          STATION DESCRIPTION
 AA9332
 AA9332'DESCRIBED BY US ENGINEERS 1994 (CSM)
 AA9332'THE STATION IS LOCATED ALONG THE RIGHT OF WAY OF INTERSTATE 55 NEAR
 AA9332'THE ARKANSAS HIGHWAY 308 OVERPASS AT MILEPOST 30.  TO REACH THE
 AA9332'STATION FROM THE INTERSECTION OF I-55 AND ARKANSAS HIGHWAY 118 HEAD
 AA9332'EAST ALONG AR 118 FOR 1.9 MI (3.1 KM) TO THE INTERSECTION WITH U.S.
 AA9332'HIGHWAY 61.  THENCE, HEAD SOUTH ALONG U.S.  61 FOR 3.5 MI (5.6 KM) TO
 AA9332'THE INTERSECTION WITH ARKANSAS HIGHWAY 308.  THENCE HEAD WEST ALONG AR
 AA9332'308 FOR 1.0 MI (1.6 KM) TO THE U.S.  ARMY CORPS OF ENGINEERS TOWER
 AA9332'ACCESS.  THENCE, HEAD SOUTHWEST ACROSS THE TOWER SITE TO THE I-55
 AA9332'RIGHT OF WAY FENCE AND THE STATION.  THE STATION IS 24.0 FT (7.3 M)
 AA9332'NORTH OF THE SOUTH END OF THE RIGHT OF WAY FENCE, 3.0 FT (0.9 M) EAST
 AA9332'OF THE RIGHT OF WAY FENCE AND APPROXIMATELY 1.0 FT (0.3 M) FROM A
 AA9332'CARSONITE WITNESS POST.
 AA9332
 AA9332                          STATION RECOVERY (1996)
 AA9332
 AA9332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 AA9332'THE STATION DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 AA9332
 AA9332                          STATION RECOVERY (2000)
 AA9332
 AA9332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AA9332'THE STATION IS LOCATED ABOUT 7.64 KM (4.75 MI) SOUTH-SOUTHWEST OF
 AA9332'JOINER, ON THE EAST SIDE OF THE INTERSTATE HIGHWAY 55 RIGHT-OF-WAY
 AA9332'FENCE AT MILEPOST 30 AND NEAR AN ANTENNA SITE LOCATED ABOUT 0.16 KM
 AA9332'(0.10 MI) SOUTHWEST OF THE STATE HIGHWAY 308 OVERPASS BRIDGE OVER
 AA9332'INTERSTATE 55.  OWNERSHIP--ARKANSAS HIGHWAY DEPARTMENT.  TO REACH THE
 AA9332'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 (EXIT 34) AND STATE
 AA9332'HIGHWAY 118 LOCATED ABOUT 2.9 KM (1.80 MI) WEST OF JOINER, FROM THE
 AA9332'NORTH END OF THE NORTH BOUND EXIT RAMP OF EXIT 34 GO EAST ON HIGHWAY
 AA9332'118 FOR 2.66 KM (1.65 MI) TO THE JUNCTION OF STATE HIGHWAY 61 IN THE
 AA9332'TOWN OF JOINER, TURN RIGHT, SOUTH ON HIGHWAY 61 FOR 5.63 KM (3.50 MI)
 AA9332'TO THE JUNCTION OF STATE HIGHWAY 308 ON THE RIGHT, TURN RIGHT, WEST ON
 AA9332'HIGHWAY 308 FOR 1.69 KM (1.05 MI) TO A GRAVEL DRIVE ON THE LEFT,
 AA9332'LEADING WESTERLY TO TWO TOWERS (SOUTH ONE AN NBD) , TURN LEFT INTO THE
 AA9332'DRIVE AND BEAR RIGHT WEST-SOUTHWEST FOR 0.24 KM (0.15 MI) TO THE SOUTH
 AA9332'ONE OF THE TWO TOWERS, TURN RIGHT ACROSS THE CLEARED GRASSY AREA FOR
 AA9332'0.08 KM (0.05 MI) TO THE RIGHT-OF-WAY FENCE FOR INTERSTATE 55 AND THE
 AA9332'STATION EAST OF A US CORPS OF ENGINEERS FIBERGLASS WITNESS POST SET IN
 AA9332'THE FENCE LINE.  THE STATION IS A US CORPS OF ENGINEERS ALUMINUM DISK
 AA9332'ATTACHED TO THE TOP OF A STAINLESS STEEL ROD (STAMPED FB 26+37) , IN A
 AA9332'GREASE-FILLED SLEEVE, ENCASED IN A 13 CM USE LOGO CAP (STAMPED FB
 AA9332'26+37 1994) , SURROUNDED BY CONCRETE ABOUT FLUSH WITH THE GROUND.
 AA9332'LOCATED 69.66 M (228.54 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AA9332'CONCRETE BASE OF THE SOUTH ONE OF TWO TOWERS, 51.82 M (170.01 FT) WEST
 AA9332'OF THE BASE OF THE SOUTH CABLE GUY WIRE OF THE SOUTH TOWER AND 0.9 M
 AA9332'(3.0 FT) WEST OF THE RIGHT-OF-WAY FENCE AND A USE FIBERGLASS WITNESS
 AA9332'POST SET IN THE FENCE LINE.
 AA9332
 AA9332                          STATION RECOVERY (2001)
 AA9332
 AA9332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 AA9332'RECOVERED IN GOOD CONDITION.
 AA9332
 AA9332                          STATION RECOVERY (2001)
 AA9332
 AA9332'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 AA9332'THE STATION IS LOCATED ALONG THE RIGHT OF WAY OF INTERSTATE 55 NEAR
 AA9332'THE ARKANSAS HWY
 AA9332'308 OVERPASS
 AA9332' 
 AA9332'OWNERSHIP- U.S. CORPS OF ENGINEERS
 AA9332' 
 AA9332'TO REACH THE STATION FROM THE INTERSECTION OF I-55 AND ARKANSAS HWY
 AA9332'118 HEAD EAST
 AA9332'ALONG AR 118 FOR 1.9 MILES TO THE INTERSECTION WITH HWY 61, THENCE
 AA9332'HEAD SOUTH ALONG US
 AA9332'61 FOR 3.5 MILES TO THE INTERSECTION WITH ARKANSAS HWY 308. HEAD WEST
 AA9332'ON 308 FOR 1.0 MILES
 AA9332'TO THE U.S. ARMY CORPS OF ENG. TOWER ACCESS. S.W. ACROSS TOWER SITE TO
 AA9332'I-55 RIGHT OF WAY
 AA9332'AND FENCE AND STATE RD. GO S. END OF FENCE TO THE STATION LOCATION.
 AA9332' 
 AA9332'THE STATION IS 21.0 N. OF THE S. END OF RIGHT OF WAY FENCE, 30' EAST
 AA9332'OF FENCE, 3.0' E. OF
 AA9332'CARSONITE WITNESS POST, 31' W-NW OF A 8' DOUBLE TRUNK CYCAMORE TREE.
 AA9332' 
 AA9332' 
 AA9332'
 AA9332
 AA9332                          STATION RECOVERY (2003)
 AA9332
 AA9332'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 AA9332'RECOVERED IN GOOD CONDITION.
 AA9332
 AA9332                          STATION RECOVERY (2003)
 AA9332
 AA9332'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 AA9332'RECOVERED AS DESCRIBED.
 AA9332
 AA9332                          STATION RECOVERY (2003)
 AA9332
 AA9332'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 AA9332'RECOVEDED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1542 ***********************************************************************
 DL1542  DESIGNATION -  FERGUSON
 DL1542  PID         -  DL1542
 DL1542  STATE/COUNTY-  AR/MILLER
 DL1542  USGS QUAD   -  FOUKE (1975)
 DL1542
 DL1542                         *CURRENT SURVEY CONTROL
 DL1542  ___________________________________________________________________
 DL1542* NAD 83(1997)-  33 19 55.09511(N)    093 57 08.18329(W)     ADJUSTED  
 DL1542* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 DL1542  ___________________________________________________________________
 DL1542  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DL1542  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1542
 DL1542  HORZ ORDER  -  SECOND
 DL1542
 DL1542.The horizontal coordinates were established by classical geodetic methods
 DL1542.and adjusted by the National Geodetic Survey in September 1999..
 DL1542
 DL1542.The orthometric height was scaled from a topographic map.
 DL1542
 DL1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1542
 DL1542.The geoid height was determined by GEOID03.
 DL1542
 DL1542;                    North         East     Units Scale Factor Converg.
 DL1542;SPC AR S     -   475,524.602   218,252.383   MT  0.99999307   -1 05 33.6
 DL1542;SPC AR S     - 1,560,116.97    716,049.69   sFT  0.99999307   -1 05 33.6
 DL1542;SPC TXNC     - 2,193,828.281 1,023,219.882   MT  0.99988455   +2 28 49.1
 DL1542;SPC TXNC     - 7,197,584.95  3,357,013.90   sFT  0.99988455   +2 28 49.1
 DL1542;UTM  15      - 3,688,494.959   411,375.612   MT  0.99969683   -0 31 23.9
 DL1542
 DL1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1542!SPC AR S     -   0.99998819  x   0.99999307  =   0.99998126
 DL1542!SPC TXNC     -   0.99998819  x   0.99988455  =   0.99987274
 DL1542!UTM  15      -   0.99998819  x   0.99969683  =   0.99968503
 DL1542
 DL1542|---------------------------------------------------------------------|
 DL1542| PID    Reference Object                     Distance      Geod. Az  |
 DL1542|                                                           dddmmss.s |
 DL1542| DL1543 FERGUSON 2                            6.355 METERS 01242     |
 DL1542| CX5795 FERGUSON AZ MK                                     1425554.2 |
 DL1542| CX5796 FERGUSON RM 1                        24.913 METERS 14314     |
 DL1542| CX5798 FERGUSON 2 AZ MK                                   1435523.3 |
 DL1542| DM1197 FEDERAL CORR INST WATER TANK        APPROX.13.7 KM 2914633.1 |
 DL1542| CX5797 FERGUSON RM 2                        23.929 METERS 31833     |
 DL1542| DM1208 TEXARKANA COUNTRY CLUB TANK         APPROX.10.3 KM 3234807.5 |
 DL1542| DM1210 TEXARKANA ST L SW RR HOSP CUP       APPROX.11.7 KM 3271039.1 |
 DL1542|---------------------------------------------------------------------|
 DL1542
 DL1542                          SUPERSEDED SURVEY CONTROL
 DL1542
 DL1542  NAD 83(1997)-  33 19 55.09947(N)    093 57 08.17781(W) AD(       ) 2
 DL1542  NAD 83(1997)-  33 19 55.10044(N)    093 57 08.17571(W) AD(       ) 2
 DL1542  NAD 83(1986)-  33 19 55.10203(N)    093 57 08.17013(W) AD(       ) 2
 DL1542  NAD 27      -  33 19 54.64300(N)    093 57 07.50400(W) AD(       ) 2
 DL1542
 DL1542.Superseded values are not recommended for survey control.
 DL1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1542.See file dsdata.txt to determine how the superseded data were derived.
 DL1542
 DL1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1137688495(NAD 83)
 DL1542_MARKER: DS = TRIANGULATION STATION DISK
 DL1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1542
 DL1542  HISTORY     - Date     Condition        Report By
 DL1542  HISTORY     - 1951     MONUMENTED       CGS
 DL1542  HISTORY     - 1956     POOR             CGS
 DL1542  HISTORY     - 1961     SEE DESCRIPTION  CGS
 DL1542
 DL1542                          STATION DESCRIPTION
 DL1542
 DL1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1542'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF TEXARKANA,
 DL1542'AND ABOUT 0.05 MILE SOUTHEAST OF THE FERGUSON GROCERY STORE,
 DL1542'AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 71.  IT IS 39 FEET
 DL1542'EAST OF THE CENTER OF THE HIGHWAY, AND 11 FEET WEST OF A
 DL1542'FENCE.
 DL1542'
 DL1542'TO REACH THE STATION FROM THE STATE LINE ON U.S. HIGHWAY
 DL1542'67 IN TEXARKANA.  GO NORTHEASTERLY ON HIGHWAY 67 FOR 0.5
 DL1542'MILE.  THENCE SOUTH ON U.S. HIGHWAY 71 FOR 8.95 MILES TO
 DL1542'THE STATION ON THE LEFT.
 DL1542'
 DL1542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 DL1542'ON HIGHWAY 71 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 DL1542'
 DL1542'TO REACH TT 12 GB (USGS), GO NORTH 0.05 MILE TO A CROSSROADS.
 DL1542'TURN LEFT, AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO
 DL1542'THE MARK ON THE LEFT.
 DL1542'
 DL1542'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DL1542'FERGUSON 1951.
 DL1542'
 DL1542'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE CENTER OF THE
 DL1542'HIGHWAY, AND 16 FEET WEST OF THE FENCE.  THE MARK PROJECTS
 DL1542'5 INCHES AND THE DISK IS STAMPED FERGUSON NO 1 1951.
 DL1542'
 DL1542'REFERENCE MARK NO. 2 IS 38 FEET EAST OF THE CENTER OF THE
 DL1542'HIGHWAY, AND 12 FEET WEST OF THE FENCE.  THE MARK PROJECTS
 DL1542'3 INCHES AND THE DISK IS STAMPED FERGUSON NO 2 1951.
 DL1542'
 DL1542'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF THE HIGHWAY,
 DL1542'AND 3 FEET EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES
 DL1542'AND THE DISK IS STAMPED FERGUSON 1951.
 DL1542'
 DL1542'TT 12 GB (USGS) IS 38 FEET SOUTH OF THE CENTER OF A GRAVELED
 DL1542'ROAD, 74 FEET EAST OF A POWER LINE POLE, AND 3 FEET EAST
 DL1542'OF A FENCE.  THE MARK IS A STANDARD BRONZE DISK OF THE UNITED
 DL1542'STATES GEOLOGICAL SURVEY SET IN THE TOP OF A 6-INCH SQUARE
 DL1542'CONCRETE POST THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED
 DL1542'TT 12 GB 1948 325.
 DL1542'
 DL1542'THE STATION, AZIMUTH MARK AND REFERENCE MARKS ARE STANDARD
 DL1542'DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL1542'
 DL1542'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1542
 DL1542                          STATION RECOVERY (1956)
 DL1542
 DL1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DL1542'THE STATION WAS RECOVERED BUT IN POOR CONDITION.  THE TOP
 DL1542'OF THE CONCRETE CYLINDER HAS BEEN BLADED OFF.  THE AZIMUTH
 DL1542'MARK WAS RECOVERED BUT ALSO IN POOR CONDITION.  IT WAS LAYING
 DL1542'BESIDE THE ROAD.  R.M. NO. 2 HAS BEEN DESTROYED.  R.M. NO.
 DL1542'1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DL1542
 DL1542                          STATION RECOVERY (1961)
 DL1542
 DL1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 DL1542'THE STATION WAS VISITED 10-24-61 AND THE STATION SURFACE
 DL1542'MARK WAS FOUND IN THE CENTER OF A DRIVEWAY AND THE TOP OF
 DL1542'THE MARK BROKEN OFF.  THE UNDERGROUND MARK WAS FOUND IN
 DL1542'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  REFERENCE
 DL1542'MARK NO. 1 WAS FOUND DESTROYED WITH THE TOP OF THE MARK
 DL1542'BROKEN OFF, THE DISK WAS NOT FOUND.  REFERENCE MARK NO. 2
 DL1542'WAS FOUND DISTURBED, THE DISK WAS RECLAIMED.  TT 12 G B
 DL1542'WAS FOUND IN GOOD CONDITION BUT WOULD SEE THE STATION ONLY
 DL1542'WITH A 20 FOOT TARGET AT THE MARK.  IT WAS USED TO ESTABLISH
 DL1542'A NEW AZIMUTH FOR THE STATION.  DUE TO CURRENT HIGHWAY
 DL1542'CONSTRUCTION THE STATION WAS MOVED NORTHEAST 6.355 METERS BY
 DL1542'ESTABLISHING A NEW STATION FERGUSON 2 1961.  THE AZIMUTH
 DL1542'MARK WAS ESTABLISHED FOR THE STATION AND REFERENCE MARKS NO. 3
 DL1542'AND 4 WERE ESTABLISHED.  TT 12 G.B. (USGS) WAS NOT TIED TO THE
 DL1542'NEW STATION.  THE UNDERGROUND MARK WAS LEFT INTACT AND
 DL1542'IS ABOUT 3 FEET BELOW THE GROUND IN THE CENTER OF A
 DL1542'DRIVEWAY LEADING EAST TO A SMALL HOUSE.
 DL1542'
 DL1542'SEE DESCRIPTION FOR FERGUSON 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1543 ***********************************************************************
 DL1543  DESIGNATION -  FERGUSON 2
 DL1543  PID         -  DL1543
 DL1543  STATE/COUNTY-  AR/MILLER
 DL1543  USGS QUAD   -  FOUKE (1975)
 DL1543
 DL1543                         *CURRENT SURVEY CONTROL
 DL1543  ___________________________________________________________________
 DL1543* NAD 83(1997)-  33 19 55.29634(N)    093 57 08.12927(W)     ADJUSTED  
 DL1543* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 DL1543  ___________________________________________________________________
 DL1543  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DL1543  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1543
 DL1543  HORZ ORDER  -  THIRD
 DL1543
 DL1543.The horizontal coordinates were established by classical geodetic methods
 DL1543.and adjusted by the National Geodetic Survey in September 1999..
 DL1543.No horizontal observational check was made to the station.
 DL1543
 DL1543.The orthometric height was scaled from a topographic map.
 DL1543
 DL1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1543
 DL1543.The geoid height was determined by GEOID03.
 DL1543
 DL1543;                    North         East     Units Scale Factor Converg.
 DL1543;SPC AR S     -   475,530.774   218,253.898   MT  0.99999305   -1 05 33.6
 DL1543;SPC AR S     - 1,560,137.21    716,054.66   sFT  0.99999305   -1 05 33.6
 DL1543;SPC TXNC     - 2,193,834.535 1,023,221.010   MT  0.99988455   +2 28 49.1
 DL1543;SPC TXNC     - 7,197,605.47  3,357,017.60   sFT  0.99988455   +2 28 49.1
 DL1543;UTM  15      - 3,688,501.143   411,377.065   MT  0.99969683   -0 31 23.8
 DL1543
 DL1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1543!SPC AR S     -   0.99998819  x   0.99999305  =   0.99998124
 DL1543!SPC TXNC     -   0.99998819  x   0.99988455  =   0.99987274
 DL1543!UTM  15      -   0.99998819  x   0.99969683  =   0.99968503
 DL1543
 DL1543|---------------------------------------------------------------------|
 DL1543| PID    Reference Object                     Distance      Geod. Az  |
 DL1543|                                                           dddmmss.s |
 DL1543| CX5800 FERGUSON 2 RM 4                      12.608 METERS 07520     |
 DL1543| CX5798 FERGUSON 2 AZ MK                                   1443311.6 |
 DL1543| DL1542 FERGUSON                              6.355 METERS 19242     |
 DL1543| CX5799 FERGUSON 2 RM 3                      11.947 METERS 31051     |
 DL1543|---------------------------------------------------------------------|
 DL1543
 DL1543                          SUPERSEDED SURVEY CONTROL
 DL1543
 DL1543  NAD 83(1997)-  33 19 55.30070(N)    093 57 08.12379(W) AD(       ) 3
 DL1543  NAD 83(1997)-  33 19 55.30167(N)    093 57 08.12169(W) AD(       ) 3
 DL1543  NAD 83(1986)-  33 19 55.30326(N)    093 57 08.11611(W) AD(       ) 3
 DL1543  NAD 27      -  33 19 54.84400(N)    093 57 07.45000(W) AD(       ) 3
 DL1543
 DL1543.Superseded values are not recommended for survey control.
 DL1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1543.See file dsdata.txt to determine how the superseded data were derived.
 DL1543
 DL1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1137788501(NAD 83)
 DL1543_MARKER: DS = TRIANGULATION STATION DISK
 DL1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1543
 DL1543  HISTORY     - Date     Condition        Report By
 DL1543  HISTORY     - 1961     MONUMENTED       CGS
 DL1543  HISTORY     - 1963     GOOD             CGS
 DL1543  HISTORY     - 1967     GOOD             BGAS
 DL1543
 DL1543                          STATION DESCRIPTION
 DL1543
 DL1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (AKH)
 DL1543'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST ALONG U.S.
 DL1543'HIGHWAY 71 FROM TEXARKANA, AT THE SMALL SETTLEMENT OF FERGUSONS
 DL1543'CROSSROADS, ON PROPERTY OWNED BY MR. FERGUSON, IN THE SOUTHEAST
 DL1543'ANGLE OF THE CROSSROAD AND ABOUT 300 FEET SOUTHEAST OF THE
 DL1543'INTERSECTION OF THE ROADS, 200 FEET NORTHWEST OF THE TOP OF THE
 DL1543'GRADE, AND IN THE NORTHWEST CORNER OF THE FRONT YARD OF THE
 DL1543'FERGUSONS HOUSE, 56 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 DL1543'18.5 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY LEADING
 DL1543'TO THE FERGUSON HOUSE, 114.5 FEET SOUTHWEST OF THE
 DL1543'SOUTHWEST CORNER OF THE HOUSE, 42 FEET SOUTHWEST OF THE
 DL1543'POWER POLE IN THE YARD, 42 FEET SOUTHEAST OF A FENCE
 DL1543'CORNER, 11 FEET SOUTHEAST OF THE PROJECTED PLANE OF THE
 DL1543'SOUTHEAST WALL OF THE HOUSE, 26 FEET SOUTH OF A 6-INCH
 DL1543'SWEET GUM TREE, AND 17 FEET WEST-NORTHWEST OF A 6-INCH
 DL1543'SWEET GUM TREE.  IT IS A STANDARD DISK, STAMPED FERGUSON
 DL1543'2 1961, FLUSH WITH THE GROUND.
 DL1543'
 DL1543'REFERENCE MARK NO. 3 IS 39.19 FEET NORTHWEST OF THE STATION,
 DL1543'50 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 48 FEET
 DL1543'SOUTHEAST OF A TELEPHONE POLE, 55 NORTHWEST OF THE CENTER
 DL1543'OF THE DRIVEWAY, 3 FEET SOUTHEAST OF A FENCE CORNER AND
 DL1543'3 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 DL1543'DISK, STAMPED FERGUSON2 NO 31961 PROJECTING 2 INCHES.
 DL1543'
 DL1543'REFERENCE MARK NO. 4 IS 41.36 FEET NORTHEAST OF THE STATION,
 DL1543'96 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 16 FEET
 DL1543'NORTHWEST OF THE CENTER OF THE DRIVEWAY, 2 FEET SOUTHEAST
 DL1543'OF A POWER POLE WITH A TRANSFORMER AND WIRES LEADING TO
 DL1543'THE HOUSE, 73.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DL1543'THE HOUSE, AND 8 FEET SOUTHEAST OF THE PROJECTED PLANE OF
 DL1543'THE SOUTHEAST WAL OF THE FERGUSONS HOUSE, IT IS A STANDARD
 DL1543'DISK, STAMPED FERGUSON 2 NO 4 1961, FLUSH WITH THE GROUND.
 DL1543'
 DL1543'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION,
 DL1543'ACROSS THE HIGHWAY FROM A HOUSE, AT THE NORTH END OF A GATE
 DL1543'LEADING INTO A PASTURE.  IT IS 63 FEET SOUTHWEST OF THE
 DL1543'CENTERLINE OF THE HIGHWAY, 25 FEET NORTH OF A LONE PINE
 DL1543'TREE, 5 FEET NORTHWEST OF THE NORTHWEST GATE POST, 2.5 FEET
 DL1543'SOUTHWEST OF A FENCE LINE, 8 FEET SOUTHEAST OF THE PROJECTED
 DL1543'PLANE OF THE SOUTHEAST WALL OF THE GARAGE PORTION OF THE
 DL1543'HOUSE NORTHEAST OF THE HIGHWAY, ABOUT MIDWAY BETWEEN TWO
 DL1543'LARGE RAILROAD TIE FENCE POSTS AND 2 FEET SOUTHWEST OF AMETAL
 DL1543'WITNESS POST.  IT IS A STANDARD DISK, STAMPED FERGUSON 1961,
 DL1543'PROJECTING 4 INCHES.
 DL1543'
 DL1543'TO REACH THE STATION FROM THE TEXAS-ARKANSAS STATE LINE
 DL1543'IN TEXARKANA GO NORTHEAST ON HIGHWAYS 67-71 AND 82 FOR 0.5
 DL1543'MILE, TURN RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 71 FOR
 DL1543'8.95 MILES TO THE FERGUSONS CROSSROADS, CONTINUE SOUTHEAST
 DL1543'FOR ABOUT 300 FEET TO THE STATION ON THE LEFT.
 DL1543'
 DL1543'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST
 DL1543'ON U.S. HIGHWAY 71 FOR 0.25 MILE TO THE TOP OF THE GRADE
 DL1543'AND THE MARK ON THE RIGHT.
 DL1543
 DL1543                          STATION RECOVERY (1963)
 DL1543
 DL1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1543'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1543'CONDITION.  THE 1961 DESCRIPTION TO REACH THE STATION IS
 DL1543'ADEQUATE FOR RECOVERY.
 DL1543
 DL1543                          STATION RECOVERY (1967)
 DL1543
 DL1543'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DL1543'FERGUSON 2 1961-GOOD
 DL1543'
 DL1543'FERGUSON 2 NO 3 1961-GOOD
 DL1543'
 DL1543'FERGUSON 2 NO 4 1961-GOOD
 DL1543'
 DL1543'FERGUSON 2 1961 (AZ.MK)-GOOD
 DL1543'
 DL1543'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DL1543'CONDITION.
 DL1543'
 DL1543'THE 1961 DESCRIPTION FOR RECOVERY OF STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2043 ***********************************************************************
 EJ2043  DESIGNATION -  FIDDLER
 EJ2043  PID         -  EJ2043
 EJ2043  STATE/COUNTY-  AR/MONTGOMERY
 EJ2043  USGS QUAD   -  BRUSHY CREEK MOUNTAIN (1985)
 EJ2043
 EJ2043                         *CURRENT SURVEY CONTROL
 EJ2043  ___________________________________________________________________
 EJ2043* NAD 83(1997)-  34 41 03.40464(N)    093 47 15.24380(W)     ADJUSTED  
 EJ2043* NAVD 88     -       395.81   (+/-2cm)    1298.6    (feet)  VERTCON   
 EJ2043  ___________________________________________________________________
 EJ2043  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 EJ2043  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EJ2043
 EJ2043  HORZ ORDER  -  THIRD
 EJ2043  VERT ORDER  -  THIRD ? (See Below)
 EJ2043
 EJ2043.The horizontal coordinates were established by classical geodetic methods
 EJ2043.and adjusted by the National Geodetic Survey in September 1999..
 EJ2043
 EJ2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2043.The vertical order pertains to the NGVD 29 superseded value.
 EJ2043
 EJ2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2043
 EJ2043.The geoid height was determined by GEOID03.
 EJ2043
 EJ2043;                    North         East     Units Scale Factor Converg.
 EJ2043;SPC AR S     -   625,214.380   236,203.070   MT  0.99998266   -1 00 01.7
 EJ2043;SPC AR S     - 2,051,224.18    774,942.91   sFT  0.99998266   -1 00 01.7
 EJ2043;SPC AR N     -    40,422.322   236,191.357   MT  1.00005828   -1 02 24.7
 EJ2043;SPC AR N     -   132,618.90    774,904.48   sFT  1.00005828   -1 02 24.7
 EJ2043;UTM  15      - 3,838,313.885   427,857.387   MT  0.99966415   -0 26 53.5
 EJ2043
 EJ2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2043!SPC AR S     -   0.99994248  x   0.99998266  =   0.99992514
 EJ2043!SPC AR N     -   0.99994248  x   1.00005828  =   1.00000076
 EJ2043!UTM  15      -   0.99994248  x   0.99966415  =   0.99960665
 EJ2043
 EJ2043|---------------------------------------------------------------------|
 EJ2043| PID    Reference Object                     Distance      Geod. Az  |
 EJ2043|                                                           dddmmss.s |
 EJ2043| CX5801 FIDDLER RM 1                         21.540 METERS 01803     |
 EJ2043| CX5802 FIDDLER RM 2                         21.822 METERS 10407     |
 EJ2043| EJ2047 GRAPEVINE                           APPROX.10.2 KM 2460056.5 |
 EJ2043|---------------------------------------------------------------------|
 EJ2043
 EJ2043                          SUPERSEDED SURVEY CONTROL
 EJ2043
 EJ2043  NAD 83(1997)-  34 41 03.41188(N)    093 47 15.23886(W) AD(       ) 3
 EJ2043  NAD 83(1986)-  34 41 03.41266(N)    093 47 15.23519(W) AD(       ) 3
 EJ2043  NAD 27      -  34 41 03.05140(N)    093 47 14.49670(W) AD(       ) 3
 EJ2043  NGVD 29 (07/19/86)  395.73   (m)         1298.3    (f) LEVELING    3  
 EJ2043
 EJ2043.Superseded values are not recommended for survey control.
 EJ2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2043.See file dsdata.txt to determine how the superseded data were derived.
 EJ2043
 EJ2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2785738314(NAD 83)
 EJ2043_MARKER: DS = TRIANGULATION STATION DISK
 EJ2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2043_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ2043
 EJ2043  HISTORY     - Date     Condition        Report By
 EJ2043  HISTORY     - 1956     MONUMENTED       CGS
 EJ2043  HISTORY     - 1961     GOOD             CGS
 EJ2043
 EJ2043                          STATION DESCRIPTION
 EJ2043
 EJ2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2043'THE STATION IS IN THE OUACHITA NATIONAL FOREST, ABOUT 5
 EJ2043'MILES NORTHWEST OF PENCIL BLUFFS, 4-3/4 MILES NORTH-NORTHWEST
 EJ2043'OF ODEN AND 1/4 MILE NORTH-NORTHWEST OF THE FIDDLER CREEK
 EJ2043'GAME WARDEN STATION.
 EJ2043'
 EJ2043'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 EJ2043'HIGHWAY 88 NEAR THE POST OFFICE IN PENCIL BLUFFS, GO NORTHWEST
 EJ2043'ON U.S. HIGHWAY 270 FOR 5.0 MILES TO THE FIDDLER CREEK GAME
 EJ2043'WARDEN STATION ON THE RIGHT AND A Y-FORK AT THE SOUTHWEST
 EJ2043'CORNER OF THE STATION GROUNDS.  TAKE RIGHT FORK ON BLADED
 EJ2043'ROAD FOR 0.25 MILE TO A WIRE GATE ON THE RIGHT AND THE STATION
 EJ2043'ON THE LEFT SIDE OF THE ROAD.
 EJ2043'
 EJ2043'THE STATION, UNDERGROUND, REFERENCE MARKS 1 AND 2 ARE STANDARD
 EJ2043'DISKS SET IN CONCRETE CYLINDERS.
 EJ2043'
 EJ2043'THE STATION MARK, STAMPED FIDDLER 1956, PROJECTS ABOUT 3
 EJ2043'INCHES.  IT IS 51 FEET WEST OF THE CENTER OF THE BLADED ROAD
 EJ2043'AND 12 FEET WEST OF A WITNESS POST.
 EJ2043'
 EJ2043'REFERENCE MARK 1, STAMPED FIDDLER NO 1 1956, PROJECTS ABOUT
 EJ2043'3 INCHES.  IT IS 37 FEET WEST OF THE CENTER OF THE ROAD.
 EJ2043'
 EJ2043'REFERENCE MARK 2, STAMPED FIDDLER NO 2 1956, PROJECTS ABOUT
 EJ2043'8 INCHES.  IT IS 20-1/2 FEET EAST OF THE CENTER OF THE ROAD,
 EJ2043'2 FEET NORTH OF A GATE POST AND JUST WEST OF THE FENCE LINE.
 EJ2043'
 EJ2043'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 EJ2043
 EJ2043                          STATION RECOVERY (1961)
 EJ2043
 EJ2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2043'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2043'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 EJ2043'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0675 ***********************************************************************
 GF0675  DESIGNATION -  FIFTY SIX
 GF0675  PID         -  GF0675
 GF0675  STATE/COUNTY-  AR/BAXTER
 GF0675  USGS QUAD   -  NORFORK SE (1980)
 GF0675
 GF0675                         *CURRENT SURVEY CONTROL
 GF0675  ___________________________________________________________________
 GF0675* NAD 83(1997)-  36 00 24.23170(N)    092 18 22.90606(W)     ADJUSTED  
 GF0675* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 GF0675  ___________________________________________________________________
 GF0675  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 GF0675  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0675
 GF0675  HORZ ORDER  -  FIRST
 GF0675
 GF0675.The horizontal coordinates were established by classical geodetic methods
 GF0675.and adjusted by the National Geodetic Survey in September 1999..
 GF0675
 GF0675.The orthometric height was scaled from a topographic map.
 GF0675
 GF0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0675
 GF0675.The geoid height was determined by GEOID03.
 GF0675
 GF0675;                    North         East     Units Scale Factor Converg.
 GF0675;SPC AR N     -   185,695.393   372,380.613   MT  0.99996305   -0 10 41.8
 GF0675;SPC AR N     -   609,235.64  1,221,718.73   sFT  0.99996305   -0 10 41.8
 GF0675;UTM  15      - 3,984,917.476   562,511.035   MT  0.99964815   +0 24 28.0
 GF0675
 GF0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0675!SPC AR N     -   0.99994912  x   0.99996305  =   0.99991218
 GF0675!UTM  15      -   0.99994912  x   0.99964815  =   0.99959729
 GF0675
 GF0675|---------------------------------------------------------------------|
 GF0675| PID    Reference Object                     Distance      Geod. Az  |
 GF0675|                                                           dddmmss.s |
 GF0675| CI0888 FIFTY SIX RM 1                       24.064 METERS 02030     |
 GF0675| GF0668 GREEN LOOKOUT TOWER                 APPROX. 9.3 KM 0752454.8 |
 GF0675| CI0889 FIFTY SIX RM 2                       20.464 METERS 32329     |
 GF0675|---------------------------------------------------------------------|
 GF0675
 GF0675                          SUPERSEDED SURVEY CONTROL
 GF0675
 GF0675  NAD 83(1986)-  36 00 24.24329(N)    092 18 22.90595(W) AD(       ) 1
 GF0675  NAD 27      -  36 00 23.98100(N)    092 18 22.34100(W) AD(       ) 1
 GF0675
 GF0675.Superseded values are not recommended for survey control.
 GF0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0675.See file dsdata.txt to determine how the superseded data were derived.
 GF0675
 GF0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6251184917(NAD 83)
 GF0675_MARKER: DS = TRIANGULATION STATION DISK
 GF0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0675
 GF0675  HISTORY     - Date     Condition        Report By
 GF0675  HISTORY     - 1953     MONUMENTED       CGS
 GF0675  HISTORY     - 1964     GOOD             USFS
 GF0675  HISTORY     - 1965     GOOD             CGS
 GF0675
 GF0675                          STATION DESCRIPTION
 GF0675
 GF0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0675'THE STATION IS NEAR THE EAST SIDE CENTER OF THE SOUTHEAST
 GF0675'1/4 OF SEC. 24, T 16 N, R 13 W, JUST WEST OF THE BAXTER-STONE
 GF0675'COUNTY LINE, IN THE OZARK NATIONAL FOREST, ABOUT 5.5 MILES EAST
 GF0675'OF BIG FLAT AND 5 MILES WEST AND 3.25 MILES NORTHWEST OF FIFTY
 GF0675'SIX POST OFFICE.
 GF0675'
 GF0675'TO REACH THE STATION FROM THE POST OFFICE IN FIFTY SIX,
 GF0675'GO WESTERLY ON STATE HIGHWAY 14 FOR 7.15 MILES TO A SIDE
 GF0675'ROAD ON THE RIGHT AND SIGN TIE RIDGE ROAD, TURN RIGHT (NORTH)
 GF0675'AND GO FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 GF0675'
 GF0675'THE STATION MARK IS 42 FEET SOUTH OF A 24-INCH TRIANGULAR
 GF0675'BLAZED OAK TREE, 34 FEET EAST OF THE CENTER OF THE ROAD AND
 GF0675'6 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4
 GF0675'INCHES AND THE DISK IS STAMPED FIFTY SIX 1953.
 GF0675'
 GF0675'REFERENCE MARK 2 IS 21 FEET SOUTHEAST OF THE CENTER OF THE
 GF0675'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0675'FIFTY SIX NO 1 1953.
 GF0675'
 GF0675'REFERENCE MARK 2 IS 30 FEET SOUTHEAST OF THE CENTER OF THE
 GF0675'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0675'FIFTY SIX NO 2 1953.
 GF0675'
 GF0675'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISHED AN AZIMUTH
 GF0675'MARK.
 GF0675'
 GF0675'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF 12-INCH SQUARE
 GF0675'CONCRETE POSTS.
 GF0675'
 GF0675'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0675
 GF0675                          STATION RECOVERY (1964)
 GF0675
 GF0675'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 GF0675'STATION FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 GF0675'MARKS NOT SEARCHED FOR.
 GF0675
 GF0675                          STATION RECOVERY (1965)
 GF0675
 GF0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0675'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0675'CONDITION.  THE STATION MARK IS 24 FEET SOUTH OF A METAL
 GF0675'WITNESS POST THAT WAS SET ON EDGE OF WOODS ROAD.  R.M. NO.
 GF0675'1 IS NORTHEAST OF THE STATION AND IS 21 FEET NORTH OF THE
 GF0675'CENTERLINE OF THE WOODS ROAD.  R.M. NO. 2 IS NORTHWEST OF
 GF0675'THE STATION AND IS 30 FEET NORTH OF THE CENTERLINE OF THE
 GF0675'WOODS ROAD.
 GF0675'
 GF0675'TO REACH THE STATION FROM BIG FLAT, FROM THE POST OFFICE, GO
 GF0675'EASTERLY ON STATE HIGHWAY 14 FOR 5.9 MILES TO THE RIDGE
 GF0675'ROAD ON THE LEFT, TURN LEFT ON WOODS ROAD FOR 0.1 MILE TO
 GF0675'STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2075 ***********************************************************************
 DK2075  DESIGNATION -  FIRE TOWER 1
 DK2075  PID         -  DK2075
 DK2075  STATE/COUNTY-  AR/ASHLEY
 DK2075  USGS QUAD   -  CROSSETT SOUTH (1973)
 DK2075
 DK2075                         *CURRENT SURVEY CONTROL
 DK2075  ___________________________________________________________________
 DK2075* NAD 83(1997)-  33 04 11.74669(N)    091 55 42.43904(W)     ADJUSTED  
 DK2075* NAVD 88     -                                                        
 DK2075  ___________________________________________________________________
 DK2075  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DK2075  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DK2075
 DK2075  HORZ ORDER  -  THIRD
 DK2075
 DK2075.The horizontal coordinates were established by classical geodetic methods
 DK2075.and adjusted by the National Geodetic Survey in September 1999..
 DK2075
 DK2075
 DK2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2075
 DK2075.The geoid height was determined by GEOID03.
 DK2075
 DK2075;                    North         East     Units Scale Factor Converg.
 DK2075;SPC AR S     -   444,730.675   406,681.197   MT  1.00005896   +0 02 24.2
 DK2075;SPC AR S     - 1,459,087.22  1,334,253.23   sFT  1.00005896   +0 02 24.2
 DK2075;UTM  15      - 3,659,549.793   600,022.581   MT  0.99972335   +0 35 05.1
 DK2075
 DK2075                          SUPERSEDED SURVEY CONTROL
 DK2075
 DK2075  NAD 83(1997)-  33 04 11.75512(N)    091 55 42.43416(W) AD(       ) 4
 DK2075  NAD 83(1986)-  33 04 11.75933(N)    091 55 42.43205(W) AD(       ) 4
 DK2075  NAD 27      -  33 04 11.31200(N)    091 55 41.96100(W) AD(       ) 3
 DK2075
 DK2075.Superseded values are not recommended for survey control.
 DK2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2075.See file dsdata.txt to determine how the superseded data were derived.
 DK2075
 DK2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0002359550(NAD 83)
 DK2075_MARKER: 57 = LOOKOUT TOWER
 DK2075
 DK2075  HISTORY     - Date     Condition        Report By
 DK2075  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2075
 DK2075                          STATION DESCRIPTION
 DK2075
 DK2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 DK2075'POINT OBSERVED UPON WAS FINIAL ON ROOF OF ARKANSAS STATE FIRE
 DK2075'TOWER.  TOWER A STEEL STRUCTURE WITH GLASS INCLOSED OBSERVING
 DK2075'PLATFORM IS APPROXIMATELY 125 FEET HIGH, AND IS LOCATED 4.0
 DK2075'MILES SE OF CROSSETT, 6 MILES NNE OF WHITE, 6 MILES WSW OF
 DK2075'TRIANGULATION STATION ROLFE.  STATION NOT VISITED.
 DK2075'
 DK2075'OBSERVED UPON FROM TRIANGULATION STATIONS CROSSETT, WILLIE,
 DK2075'ROLFE, RAWLS, BEEKMAN AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2089 ***********************************************************************
 DK2089  DESIGNATION -  FIRE TOWER 5 UNIT 1
 DK2089  PID         -  DK2089
 DK2089  STATE/COUNTY-  AR/DREW
 DK2089  USGS QUAD   -  COLLINS (1960)
 DK2089
 DK2089                         *CURRENT SURVEY CONTROL
 DK2089  ___________________________________________________________________
 DK2089* NAD 83(1997)-  33 32 26.57857(N)    091 35 46.86461(W)     ADJUSTED  
 DK2089* NAVD 88     -                                                        
 DK2089  ___________________________________________________________________
 DK2089  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DK2089  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DK2089
 DK2089  HORZ ORDER  -  THIRD
 DK2089
 DK2089.The horizontal coordinates were established by classical geodetic methods
 DK2089.and adjusted by the National Geodetic Survey in September 1999..
 DK2089
 DK2089
 DK2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2089
 DK2089.The geoid height was determined by GEOID03.
 DK2089
 DK2089;                    North         East     Units Scale Factor Converg.
 DK2089;SPC AR S     -   497,017.234   437,488.725   MT  0.99995535   +0 13 33.3
 DK2089;SPC AR S     - 1,630,630.71  1,435,327.59   sFT  0.99995535   +0 13 33.3
 DK2089;UTM  15      - 3,712,115.539   630,322.484   MT  0.99980939   +0 46 32.4
 DK2089
 DK2089                          SUPERSEDED SURVEY CONTROL
 DK2089
 DK2089  NAD 83(1986)-  33 32 26.58781(N)    091 35 46.85948(W) AD(       ) 4
 DK2089  NAD 27      -  33 32 26.18751(N)    091 35 46.40899(W) AD(       ) 3
 DK2089
 DK2089.Superseded values are not recommended for survey control.
 DK2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2089.See file dsdata.txt to determine how the superseded data were derived.
 DK2089
 DK2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3032212116(NAD 83)
 DK2089_MARKER: 55 = TOWER
 DK2089
 DK2089  HISTORY     - Date     Condition        Report By
 DK2089  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2089
 DK2089                          STATION DESCRIPTION
 DK2089
 DK2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK2089'SEE STATION COMINTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2104 ***********************************************************************
 DK2104  DESIGNATION -  FIRE TOWER 5 UNIT 4
 DK2104  PID         -  DK2104
 DK2104  STATE/COUNTY-  AR/DREW
 DK2104  USGS QUAD   -  WILMAR NORTH (1973)
 DK2104
 DK2104                         *CURRENT SURVEY CONTROL
 DK2104  ___________________________________________________________________
 DK2104* NAD 83(1997)-  33 40 59.01763(N)    091 55 40.55886(W)     ADJUSTED  
 DK2104* NAVD 88     -                                                        
 DK2104  ___________________________________________________________________
 DK2104  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DK2104  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DK2104
 DK2104  HORZ ORDER  -  THIRD
 DK2104
 DK2104.The horizontal coordinates were established by classical geodetic methods
 DK2104.and adjusted by the National Geodetic Survey in September 1999..
 DK2104
 DK2104
 DK2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2104
 DK2104.The geoid height was determined by GEOID03.
 DK2104
 DK2104;                    North         East     Units Scale Factor Converg.
 DK2104;SPC AR S     -   512,732.981   406,682.097   MT  0.99993716   +0 02 25.2
 DK2104;SPC AR S     - 1,682,191.46  1,334,256.18   sFT  0.99993716   +0 02 25.2
 DK2104;UTM  15      - 3,727,530.887   599,371.484   MT  0.99972173   +0 35 40.6
 DK2104
 DK2104                          SUPERSEDED SURVEY CONTROL
 DK2104
 DK2104  NAD 83(1986)-  33 40 59.02760(N)    091 55 40.55307(W) AD(       ) 4
 DK2104  NAD 27      -  33 40 58.65000(N)    091 55 40.06000(W) AD(       ) 3
 DK2104
 DK2104.Superseded values are not recommended for survey control.
 DK2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2104.See file dsdata.txt to determine how the superseded data were derived.
 DK2104
 DK2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9937127531(NAD 83)
 DK2104_MARKER: 55 = TOWER
 DK2104_SETTING: 0 = UNSPECIFIED SETTING
 DK2104
 DK2104  HISTORY     - Date     Condition        Report By
 DK2104  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2104  HISTORY     - 1965     GOOD             CGS
 DK2104
 DK2104                          STATION DESCRIPTION
 DK2104
 DK2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK2104'STATION WAS RECOVERED AND IS STILL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0122 ***********************************************************************
 GE0122  DESIGNATION -  FIRST
 GE0122  PID         -  GE0122
 GE0122  STATE/COUNTY-  AR/GREENE
 GE0122  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0122
 GE0122                         *CURRENT SURVEY CONTROL
 GE0122  ___________________________________________________________________
 GE0122* NAD 83(1997)-  36 04 54.14442(N)    090 29 44.25391(W)     ADJUSTED  
 GE0122* NAVD 88     -       106.433  (meters)     349.19   (feet)  ADJUSTED  
 GE0122  ___________________________________________________________________
 GE0122  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GE0122  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GE0122  DYNAMIC HT  -         106.343 (meters)     348.89  (feet)  COMP
 GE0122  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 GE0122
 GE0122  HORZ ORDER  -  FIRST
 GE0122  VERT ORDER  -  FIRST     CLASS II
 GE0122
 GE0122.The horizontal coordinates were established by classical geodetic methods
 GE0122.and adjusted by the National Geodetic Survey in September 1999..
 GE0122
 GE0122.The orthometric height was determined by differential leveling
 GE0122.and adjusted by the National Geodetic Survey in June 1991..
 GE0122
 GE0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0122
 GE0122.The geoid height was determined by GEOID03.
 GE0122
 GE0122.The dynamic height is computed by dividing the NAVD 88
 GE0122.geopotential number by the normal gravity value computed on the
 GE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0122.degrees latitude (g = 980.6199 gals.).
 GE0122
 GE0122.The modeled gravity was interpolated from observed gravity values.
 GE0122
 GE0122;                    North         East     Units Scale Factor Converg.
 GE0122;SPC AR N     -   195,006.526   535,490.987   MT  0.99997354   +0 52 31.4
 GE0122;SPC AR N     -   639,783.91  1,756,856.68   sFT  0.99997354   +0 52 31.4
 GE0122;SPC MO E     -    27,557.246   250,393.935   MT  0.99993334   +0 00 09.3
 GE0122;UTM  15      - 3,995,914.536   725,502.390   MT  1.00022661   +1 28 32.0
 GE0122
 GE0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0122!SPC AR N     -   0.99998772  x   0.99997354  =   0.99996126
 GE0122!SPC MO E     -   0.99998772  x   0.99993334  =   0.99992106
 GE0122!UTM  15      -   0.99998772  x   1.00022661  =   1.00021433
 GE0122
 GE0122|---------------------------------------------------------------------|
 GE0122| PID    Reference Object                     Distance      Geod. Az  |
 GE0122|                                                           dddmmss.s |
 GE0122| GE0123 FIRST RM 1                           27.756 METERS 00450     |
 GE0122| GE1009 MARMADUKE MUNICIPAL TANK            APPROX.15.8 KM 0383651.7 |
 GE0122| GE0121 FIRST AZ MK                                        0865727.4 |
 GE0122| GE0124 FIRST RM 2                           28.959 METERS 09607     |
 GE0122| CI4448 FIRST AZ MK 2                       APPROX. 0.6 KM 1191419.5 |
 GE0122| GE1008 PARAGOULD RAD STA KDRS MAST         APPROX. 4.6 KM 1391451.0 |
 GE0122| GE1007 PARAGOULD GREENE CO CTHSE TWR       APPROX. 2.9 KM 1681725.4 |
 GE0122|---------------------------------------------------------------------|
 GE0122
 GE0122                          SUPERSEDED SURVEY CONTROL
 GE0122
 GE0122  NAD 83(1986)-  36 04 54.15497(N)    090 29 44.25448(W) AD(       ) 1
 GE0122  NAD 27      -  36 04 53.90600(N)    090 29 43.87270(W) AD(       ) 1
 GE0122  NGVD 29 (??/??/92)  106.421  (m)          349.15   (f) ADJ UNCH    1 2
 GE0122
 GE0122.Superseded values are not recommended for survey control.
 GE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0122.See file dsdata.txt to determine how the superseded data were derived.
 GE0122
 GE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2550295915(NAD 83)
 GE0122_MARKER: DS = TRIANGULATION STATION DISK
 GE0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0122_STAMPING: FIRST 1953
 GE0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0122+STABILITY: SURFACE MOTION
 GE0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0122+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 GE0122
 GE0122  HISTORY     - Date     Condition        Report By
 GE0122  HISTORY     - 1953     MONUMENTED       CGS
 GE0122  HISTORY     - 1956     GOOD             NGS
 GE0122  HISTORY     - 1970     GOOD             NGS
 GE0122  HISTORY     - 1988     MARK NOT FOUND   USE
 GE0122  HISTORY     - 1997     GOOD             MOGS
 GE0122  HISTORY     - 20020502 GOOD             USACE
 GE0122
 GE0122                          STATION DESCRIPTION
 GE0122
 GE0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0122'THE STATION IS ABOUT 2 MILES NORTH OF PARAGOULD ON LAND OWNED
 GE0122'BY THE NEW FIRST NATIONAL BANK OF PARAGOULD.  IT IS NEAR THE
 GE0122'SOUTH EDGE OF AN OPEN FIELD, 32.5 FEET NORTHWEST OF A LARGE
 GE0122'WILD CHERRY TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE,
 GE0122'27.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 11.0 FEET
 GE0122'NORTH OF A FENCE AND 10.0 FEET NORTH OF A WITNESS POST.  IT
 GE0122'IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 GE0122'FIRST 1953.
 GE0122'
 GE0122'REFERENCE MARK NO. 1 IS LOCATED NEAR THE SOUTH EDGE OF A SMALL
 GE0122'GROVE OF HONEY LOCUST AND IS ABOUT 3 FEET BELOW THE ELEVATION
 GE0122'OF THE STATION.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 GE0122'AND IS STAMPED FIRST NO 1 1953.
 GE0122'
 GE0122'REFERENCE MARK NO. 2 IS 12.0 FEET NORTH OF THE CENTER OF A
 GE0122'GRAVELED ROAD AND 1.0 FOOT NORTH OF A FENCE.  IT IS SET FLUSH
 GE0122'WITH THE SURFACE OF THE GROUND AND IS STAMPED FIRST NO 2 1953.
 GE0122'
 GE0122'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GE0122'NO. 2 IS 133.08 FEET.
 GE0122'
 GE0122'THE AZIMUTH MARK IS 39.0 FEET SOUTHEAST OF THE CENTER OF A
 GE0122'CROSSROAD INTERSECTION, 2.0 FEET NORTHWEST OF A WITNESS POST
 GE0122'AND 1.5 FEET WEST OF A POWERLINE POLE.  IT PROJECTS 6 INCHES
 GE0122'AND IS STAMPED FIRST 1953.
 GE0122'
 GE0122'TO REACH THE STATION FROM THE POST OFFICE IN PARAGOULD, GO
 GE0122'NORTH, WEST AND NORTH ON STATE ROUTE NO. 1 FOR 1.1 MILE TO
 GE0122'THE JUNCTION WITH STATE ROUTE 1-E.  HERE TURN RIGHT AND GO
 GE0122'NORTHEASTERLY ON STATE ROUTE NO. 1-E FOR 0.8 MILE TO WHERE THE
 GE0122'HIGHWAY CURVES TO THE RIGHT AND A GRAVELED ROAD CONTINUES
 GE0122'STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD
 GE0122'FOR 0.15 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 GE0122'SOUTHEAST ANGLE AS DESCRIBED.  TURN LEFT AND GO WEST ON A
 GE0122'GRAVELED ROAD FOR 0.35 MILE TO THE TOP OF THE HILL AND THE
 GE0122'STATION ON THE RIGHT AS DESCRIBED.
 GE0122'
 GE0122'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0122
 GE0122                          STATION RECOVERY (1956)
 GE0122
 GE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GE0122'3 MI N FROM PARAGOULD.
 GE0122'ABOUT 2.55 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 1 FROM
 GE0122'THE POST OFFICE AT PARAGOULD TO A ROAD JUNCTION AT A POINT
 GE0122'0.45 MILE SOUTHWEST OF HIGHWAY OVERPASS OVER THE MISSOURI PACIFIC
 GE0122'RAILROAD, THENCE ABOUT 0.1 MILE NORTH ALONG GRAVEL ROAD, THENCE
 GE0122'ABOUT 0.35 MILE WEST ALONG NARROW GRADED ROAD, 28 1/2 FEET
 GE0122'NORTH OF CENTER LINE OF ROAD, 103 FEET EAST OF POWER POLE WITH
 GE0122'TRANSFORMER, 107 FEET WEST-NORTHWEST AND ACROSS ROAD FROM POWER
 GE0122'POLE NO. 263, 33 FEET WEST-NORTHWEST OF A 30-INCH FORKED WILD
 GE0122'CHERRY TREE, 91.34 FEET SOUTH OF RM NO. 1, 95.09 FEET WEST OF
 GE0122'RM NO. 2, 11 3/4 FEET NORTH OF A FENCE LINE, 10 FEET NORTH OF
 GE0122'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND
 GE0122'SET IN THE TOP OF A CONCRETE POST ABOUT 16 INCHES UNDERGROUND.
 GE0122
 GE0122                          STATION RECOVERY (1970)
 GE0122
 GE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0122'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 GE0122'CONDITION.  THE AZIMUTH MARK WAS FOUND IN POOR CONDITION AND
 GE0122'WAS DESTROYED AFTER A NEW AZIMUTH MARK WAS SET.  THE DISTANCE
 GE0122'AND DIRECTION TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 GE0122'FOLLOWS-
 GE0122'
 GE0122'THE STATION IS LOCATED AT THE SOUTH EDGE OF A BRUSH COVERED
 GE0122'FIELD, 32 FEET NORTHWEST OF A 36 INCH WILD CHERRY TREE, 11
 GE0122'FEET NORTH OF A FENCE, 77 FEET SOUTHWEST OF A POWER POLE,
 GE0122'31 FEET NORTHEAST OF A 10 INCH OAK TREE, 28 FEET NORTH OF THE
 GE0122'CENTERLINE OF A GRAVELED ROAD AND 1 FOOT SOUTH OF A METAL
 GE0122'WITNESS POST.  THE MONUMENT IS ABOUT 1 FOOT UNDERGROUND AND
 GE0122'THE DISK IS STAMPED FIRST 1953.
 GE0122'
 GE0122'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GE0122'1 AND 1 B BUSINESS ROUTE ABOUT 1-1/2 MILES NORTH OF PARAGOULD,
 GE0122'GO NORTH UPHILL ON PURCELL ROAD FOR 0.1 MILE TO A SIDE ROAD
 GE0122'LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.35
 GE0122'MILE TO TOP OF GRADE AND THE STATION ON THE RIGHT.
 GE0122'
 GE0122'REFERENCE MARK 1 IS 73 FEET NORTHWEST OF POWER POLE, 102 FEET
 GE0122'NORTH OF THE FENCE AND 8 FEET SOUTH OF AN 8 INCH LOCUST TREE.
 GE0122'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FIRST NO 1 1953.
 GE0122'
 GE0122'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE FENCE, 16 FEET NORTH
 GE0122'OF THE CENTERLINE OF THE ROAD, 61 FEET SOUTHEAST OF POWER
 GE0122'POLE, 9 FEET EAST OF A UTILITY POLE, 42 FEET NORTHEAST OF A
 GE0122'FENCE CORNER, 63 FEET EAST OF THE CHERRY TREE AND 32 FEET
 GE0122'NORTH OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK
 GE0122'IS STAMPED FIRST NO 2 1953.
 GE0122'
 GE0122'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIRST 1953 1970
 GE0122'SET IN A DRILL HOLE IN THE TOP AND EAST END OF THE NORTH
 GE0122'HEADWALL OF THE ENTRANCE DRIVE TO THE SOUTHWESTERN POWER
 GE0122'ADMINISTRATION ELECTRIC SUB-STATION, 32 FEET EAST OF THE
 GE0122'CENTERLINE OF 1 B BUS. ROUTE, 38 FEET WEST OF THE NORTH
 GE0122'GATE POST, 15 FEET NORTH OF THE CENTERLINE OF THE DRIVE AND
 GE0122'0.1 MILE SOUTH OF THE JUNCTION OF STATE ROUTE 1 AND 1 B BUS.
 GE0122'ROUTE.
 GE0122'
 GE0122'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0122'
 GE0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 GE0122'NORTH OF PARAGOULD
 GE0122
 GE0122                          STATION RECOVERY (1988)
 GE0122
 GE0122'RECOVERY NOTE BY US ENGINEERS 1988 (MC)
 GE0122'MARK NOT FOUND.
 GE0122
 GE0122                          STATION RECOVERY (1997)
 GE0122
 GE0122'RECOVERY NOTE BY MISSOURI GEODETIC SURVEY 1997 (DM)
 GE0122'TELEPHONE CONVERSATION WITH DON MARTIN OF MISSOURI DEPT. OF
 GE0122'TRANSPORTATION WHO SAYS THAT THIS MARK WAS FOUND IN GOOD
 GE0122'CONDITION.
 GE0122
 GE0122                          STATION RECOVERY (2002)
 GE0122
 GE0122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0121 ***********************************************************************
 GE0121  DESIGNATION -  FIRST AZ MK
 GE0121  PID         -  GE0121
 GE0121  STATE/COUNTY-  AR/GREENE
 GE0121  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0121
 GE0121                         *CURRENT SURVEY CONTROL
 GE0121  ___________________________________________________________________
 GE0121* NAD 83(1986)-  36 04 54.     (N)    090 29 18.     (W)     SCALED    
 GE0121* NAVD 88     -       101.747  (meters)     333.81   (feet)  ADJUSTED  
 GE0121  ___________________________________________________________________
 GE0121  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GE0121  DYNAMIC HT  -         101.662 (meters)     333.54  (feet)  COMP
 GE0121  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 GE0121
 GE0121  VERT ORDER  -  FIRST     CLASS II
 GE0121
 GE0121.The horizontal coordinates were scaled from a topographic map and have
 GE0121.an estimated accuracy of +/- 6 seconds.
 GE0121
 GE0121.The orthometric height was determined by differential leveling
 GE0121.and adjusted by the National Geodetic Survey in June 1991..
 GE0121
 GE0121.The geoid height was determined by GEOID03.
 GE0121
 GE0121.The dynamic height is computed by dividing the NAVD 88
 GE0121.geopotential number by the normal gravity value computed on the
 GE0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0121.degrees latitude (g = 980.6199 gals.).
 GE0121
 GE0121.The modeled gravity was interpolated from observed gravity values.
 GE0121
 GE0121;                    North         East    Units  Estimated Accuracy
 GE0121;SPC AR N     -   195,010.      536,150.      MT  (+/- 180 meters Scaled)
 GE0121
 GE0121                          SUPERSEDED SURVEY CONTROL
 GE0121
 GE0121  NGVD 29 (??/??/92)  101.736  (m)          333.78   (f) ADJ UNCH    1 2
 GE0121
 GE0121.Superseded values are not recommended for survey control.
 GE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0121.See file dsdata.txt to determine how the superseded data were derived.
 GE0121
 GE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV261959(NAD 83)
 GE0121_MARKER: DZ = AZIMUTH MARK DISK
 GE0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0121_STAMPING: FIRST 1953
 GE0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0121+STABILITY: SURFACE MOTION
 GE0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0121+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 GE0121
 GE0121  HISTORY     - Date     Condition        Report By
 GE0121  HISTORY     - 1953     MONUMENTED       CGS
 GE0121  HISTORY     - 1956     GOOD             NGS
 GE0121  HISTORY     - 1988     GOOD             USE
 GE0121  HISTORY     - 20020502 GOOD             USACE
 GE0121
 GE0121                          STATION DESCRIPTION
 GE0121
 GE0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0121'2.9 MI N FROM PARAGOULD.
 GE0121'ABOUT 2.35 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0121'THE STATION AT PARAGOULD TO OVERPASS OF STATE HIGHWAY 1 OVER THE
 GE0121'TRACK, THENCE ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 1,
 GE0121'THENCE ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION
 GE0121'OF A NARROW ROAD WEST, 23 FEET EAST OF CENTER LINE OF GRAVEL
 GE0121'ROAD, 36 FEET SOUTHEAST OF CENTER OF JUNCTION OF ROAD AND A ROAD
 GE0121'WEST, 21 FEET SOUTH OF CENTER LINE OF ABANDONED ROAD EAST, 8 1/2
 GE0121'FEET NORTH OF POWER POLE NO. 271, 1 1/2 FEET NORTHWEST OF A
 GE0121'WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD
 GE0121'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 GE0121'NOTE-- THE MARK IS SET SO THAT THE POST LEANS SLIGHTLY GO THE
 GE0121'NORTH AND THE SOUTH SIDE OF DISK IS HIGH POINT.  NOTE-- TO
 GE0121'REACH MARK FROM THE POST OFFICE AT PARAGOULD GO ABOUT 2.55 MILES
 GE0121'NORTH AND NORTHEAST ALONG STATE HIGHWAY 1 TO A POINT ABOUT 0.45
 GE0121'MILE SOUTHWEST OF OVERPASS OVER M.P. RR, THENCE ABOUT 0.1 MILE
 GE0121'NORTH ALONG GRAVEL ROAD.
 GE0121
 GE0121                          STATION RECOVERY (1988)
 GE0121
 GE0121'RECOVERY NOTE BY US ENGINEERS 1988 (MC)
 GE0121'RECOVERED IN GOOD CONDITION.
 GE0121
 GE0121                          STATION RECOVERY (2002)
 GE0121
 GE0121'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1435 ***********************************************************************
 DL1435  DESIGNATION -  FISHER
 DL1435  PID         -  DL1435
 DL1435  STATE/COUNTY-  AR/NEVADA
 DL1435  USGS QUAD   -  TROY (1973)
 DL1435
 DL1435                         *CURRENT SURVEY CONTROL
 DL1435  ___________________________________________________________________
 DL1435* NAD 83(1997)-  33 35 11.95217(N)    093 06 40.54470(W)     ADJUSTED  
 DL1435* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 DL1435  ___________________________________________________________________
 DL1435  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DL1435  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DL1435
 DL1435  HORZ ORDER  -  FIRST
 DL1435
 DL1435.The horizontal coordinates were established by classical geodetic methods
 DL1435.and adjusted by the National Geodetic Survey in September 1999..
 DL1435
 DL1435.The orthometric height was scaled from a topographic map.
 DL1435
 DL1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1435
 DL1435.The geoid height was determined by GEOID03.
 DL1435
 DL1435;                    North         East     Units Scale Factor Converg.
 DL1435;SPC AR S     -   502,598.046   296,848.980   MT  0.99994881   -0 37 19.1
 DL1435;SPC AR S     - 1,648,940.42    973,912.03   sFT  0.99994881   -0 37 19.1
 DL1435;UTM  15      - 3,716,332.009   489,675.655   MT  0.99960131   -0 03 41.6
 DL1435
 DL1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1435!SPC AR S     -   0.99998862  x   0.99994881  =   0.99993743
 DL1435!UTM  15      -   0.99998862  x   0.99960131  =   0.99958993
 DL1435
 DL1435|---------------------------------------------------------------------|
 DL1435| PID    Reference Object                     Distance      Geod. Az  |
 DL1435|                                                           dddmmss.s |
 DL1435| CX5804 FISHER RM 1                          38.923 METERS 00402     |
 DL1435| CX5805 FISHER RM 2                          46.231 METERS 25320     |
 DL1435| CX5803 FISHER AZ MK                                       3111421.0 |
 DL1435|---------------------------------------------------------------------|
 DL1435
 DL1435                          SUPERSEDED SURVEY CONTROL
 DL1435
 DL1435  NAD 83(1997)-  33 35 11.96081(N)    093 06 40.53685(W) AD(       ) 1
 DL1435  NAD 83(1986)-  33 35 11.96319(N)    093 06 40.53548(W) AD(       ) 1
 DL1435  NAD 27      -  33 35 11.55000(N)    093 06 39.93700(W) AD(       ) 1
 DL1435
 DL1435.Superseded values are not recommended for survey control.
 DL1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1435.See file dsdata.txt to determine how the superseded data were derived.
 DL1435
 DL1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8967616332(NAD 83)
 DL1435_MARKER: DS = TRIANGULATION STATION DISK
 DL1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1435
 DL1435  HISTORY     - Date     Condition        Report By
 DL1435  HISTORY     - 1942     MONUMENTED       CGS
 DL1435  HISTORY     - 1950     GOOD             CGS
 DL1435  HISTORY     - 1963     GOOD             CGS
 DL1435
 DL1435                          STATION DESCRIPTION
 DL1435
 DL1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1435'STATION IS LOCATED ABOUT 16 MILES WEST OF CAMDEN,ON THE
 DL1435'NEVADA-OUACHITA COUNTY LINE, IN THE SE 1/4 OF SECTION 24,
 DL1435'T 13 S, R 20 W, ON A BARE HILL,ON PROPERTY OWNED AND OCCUPIED
 DL1435'BY LUTE FISHER (COLORED).  IT IS 180 FEET NORTHEAST OF THE
 DL1435'NORTHEAST CORNER OF THE FISHER HOUSE, 27 FEET NORTH OF A 10-INCH
 DL1435'PINE TREE, 15 FEET SOUTH OF A PICKET FENCE AND 4 FEET NORTH
 DL1435'OF A WHITE REFERENCE POST.  IT IS STAMPED FISHER 1942 AND
 DL1435'PROJECTS ABOUT 8 INCHES.
 DL1435'
 DL1435'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 9 FEET WEST OF A
 DL1435'20-INCH OAK TREE AND 8 FEET WEST OF THE CENTERLINE OF A
 DL1435'FARM LANE.  IT IS STAMPED FISHER NO 1 1942 AND PROJECTS ABOUT
 DL1435'6 INCHES.  REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION,
 DL1435'30 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FISHER HOUSE,
 DL1435'27 FEET NORTH OF A GATE AND 2 FEET SOUTHEAST OF A FENCE CORNER.
 DL1435'IT IS STAMPED FISHER NO 2 1942 AND PROJECTS ABOUT 6 INCHES.
 DL1435'
 DL1435'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION,
 DL1435'2 FEET SOUTH OF A WHITE REFERENCE POST, 1 FOOT EAST OF A
 DL1435'NORTH-SOUTH FENCE AND 9 FEET WEST OF THE CENTERLINE OF A
 DL1435'NORTH-SOUTH ROAD.  IT IS STAMPED FISHER 1942 AND PROJECTS
 DL1435'ABOUT 6 INCHES.
 DL1435'
 DL1435'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DL1435'24 AND 4 WHICH IS ABOUT 2 MILES WEST OF CAMDEN, GO WEST ON
 DL1435'STATE HIGHWAY 4 FOR 13.3 MILES TO AN OLD CHURCH AND A GRAVEL
 DL1435'CROSS ROAD, TURN RIGHT,NORTH,AND GO 2.6 MILES TO A DIRT ROAD
 DL1435'LEFT,AT A SIGN COUNTY LINE TRAIL.  TURN LEFT AND GO WEST FOR
 DL1435'1.9 MILES TO A FORK.  TAKE RIGHT FORK AND GO 0.05 MILE TO A
 DL1435'FORK.  TAKE LEFT FORK AND GO 0.05 MILE TO A FORK.  TAKE RIGHT
 DL1435'FORK AND GO 0.7 MILE TO A FARM LANE RIGHT*, TURN RIGHT AND
 DL1435'GO UP HILL 0.2 MILE TO THE FISHER HOUSE AND STATION.
 DL1435'
 DL1435'*TO REACH THE AZIMUTH MARK FROM THIS POINT,CONTINUE WEST FOR
 DL1435'0.3 MILE TO A TURN RIGHT,NORTH, TURN RIGHT AND GO 0.3 MILE TO
 DL1435'THE AZIMUTH MARK ON THE LEFT.
 DL1435'
 DL1435'A 90 FOOT SIGNAL AT STATION CALE IS VISIBLE FROM THE GROUND.
 DL1435'
 DL1435'A 77 FOOT SIGNAL AT STATION KAIRK IS VISIBLE AT 37 FEET.
 DL1435'
 DL1435'A 77 FOOT SIGNAL AT STATION CHIDESTER IS VISIBLE AT 64 FEET.
 DL1435'
 DL1435'A 90 FOOT SIGNAL AT STATION ECORE IS VISIBLE AT 64 FEET.
 DL1435'
 DL1435'AN 80 FOOT SIGNAL AT STATION POISON SPRING L.O.T.(AFC) VISIBLE
 DL1435'AT 37 FEET.
 DL1435'
 DL1435'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1435
 DL1435                          STATION RECOVERY (1950)
 DL1435
 DL1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1435'THE SURFACE AND UNDERGROUND STATION MARKS, REFERENCE MARK NO. 1,
 DL1435'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED
 DL1435'AND ARE IN EXCELLENT CONDITION.
 DL1435'
 DL1435'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DL1435'
 DL1435'THE STATION IS LOCATED ABOUT 16.0 MILES WEST OF CAMDEN ON
 DL1435'LAND OWNED BY LUTE FISHER.  IT IS AT THE EAST END OF A FARM
 DL1435'LANE, 150.0 FEET EAST OF THE NORTHEAST CORNER OF A FARM
 DL1435'HOUSE, AND 28.5 FEET SOUTH OF A FENCE CORNER, AND 26.5 FEET
 DL1435'NORTH OF A FENCE CORNER AND 4.5 FEET WEST OF A WITNESS POST.
 DL1435'IT PROJECTS 4 INCHES AND IS STAMPED FISHER 1942.
 DL1435'
 DL1435'REFERENCE MARK NO. 1 IS 8.0 FEET WEST OF THE CENTER OF A
 DL1435'TRACK ROAD AND 1.0 FOOT WEST OF A PICKET FENCE.  IT PROJECTS
 DL1435'6 INCHES AND IS STAMPED FISHER NO 1 1942.
 DL1435'
 DL1435'REFERENCE MARK NO. 2 IS 30.0 FEET NORTHEAST OF THE NORTHEAST
 DL1435'CORNER OF A FARM HOUSE AND 2.0 FEET SOUTHEAST OF THE NORTHEAST
 DL1435'CORNER OF A YARD FENCE.  IT IS ABOUT 5.0 FEET ABOVE THE
 DL1435'ELEVATION OF THE STATION.  IT PROJECTS 2 INCHES AND IS STAMPED
 DL1435'FISHER NO 2 1942.
 DL1435'
 DL1435'THE AZIMUTH MARK IS 9.0 FEET WEST OF THE CENTER OF A TRACK
 DL1435'ROAD, 1.5 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT EAST OF
 DL1435'A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED FISHER 1942.
 DL1435'
 DL1435'TO REACH THE STATION FROM THE MAIN INTERSECTION IN ROSSTON,
 DL1435'GO SOUTH ON STATE HIGHWAY NO. 4 AND STATE HIGHWAY NO. 19 FOR
 DL1435'0.45 MILE TO THE JUNCTION OF THESE HIGHWAYS, TURN LEFT AND
 DL1435'GO EAST ON STATE HIGHWAY NO. 4 FOR 7.8 MILES TO THE JUNCTION
 DL1435'OF STATE HIGHWAY NO. 4 AND STATE HIGHWAY NO. 76 AT THE JARVIS
 DL1435'STORE, CONTINUE EASTERLY ON STATE HIGHWAY NO. 4 FOR 5.7 MILES
 DL1435'TO A CROSSROAD AT A CHURCH ON THE LEFT AND THE HODGE STORE
 DL1435'ON THE RIGHT, TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR
 DL1435'2.1 MILES TO A SIDE ROAD LEFT JUST AFTER PASSING A HOUSE
 DL1435'ON THE LEFT, HERE TURN LEFT AND FOLLOW DIRT ROAD WESTERLY
 DL1435'FOR 1.5 MILES TO A SIDE ROAD LEFT AT THREE MAIL BOXES,
 DL1435'CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO A FORK, TAKE RIGHT
 DL1435'FORK FOR 0.05 MILE TO A FORK, TAKE LEFT FORK FOR 0.05 MILE
 DL1435'TO A CROSSROAD, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 0.7
 DL1435'MILE TO A FARM LANE ON THE RIGHT AT A FENCE CORNER, TURN
 DL1435'RIGHT AND GO NORTH ON FARM LANE FOR 0.15 MILE TO THE TOP OF
 DL1435'A HILL AND THE STATION ON THE LEFT AT END OF AN
 DL1435'EAST-WEST LANE AS DESCRIBED.
 DL1435'
 DL1435'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM
 DL1435'LANE FOR 0.15 MILE TO MAIN ROAD, HERE TURN RIGHT AND GO WEST FOR
 DL1435'0.3 MILE TO A T ROAD RIGHT, TURN RIGHT AND FOLLOW A TRACK
 DL1435'ROAD NORTH FOR 0.3 TO THE TOP OF A HILL AND THE AZIMUTH MARK
 DL1435'ON THE LEFT AS DESCRIBED.
 DL1435
 DL1435                          STATION RECOVERY (1963)
 DL1435
 DL1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1435'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1435'CONDITION.
 DL1435'
 DL1435'TO REACH THE STATION FROM ROSSTON, FROM THE MAIN INTERSECTION,
 DL1435'GO SOUTH ON STATE HIGHWAYS 4 AND 19 FOR 0.45 MILE TO JUNCTION
 DL1435'OF THESE HIGHWAYS, TURN LEFT AND GO EAST ON STATE ROUTE
 DL1435'4 FOR 7.8 MILES TO JUNCTION WITH STATE HIGHWAY 76, CONTINUE
 DL1435'EASTERLY ON STATE HIGHWAYS 4 AND 76 FOR 3.35 MILES TO A T-ROAD
 DL1435'LEFT JUST BEFORE REACHING THE COUNTY LINE, TURN LEFT AND GO
 DL1435'NORTHERLY FOR 1.15 MILES TO FORKS, TAKE RIGHT FORK AND CONTINUE
 DL1435'ON MAIN ROAD FOR 1.0 MILE TO AN OLD ROAD ON LEFT JUST AFTER
 DL1435'MAIN ROAD TURNS RIGHT, (AZIMUTH MARK IS 0.3 MILE NORTH UP
 DL1435'OLD ABANDONED ROAD), CONTINUE EAST FOR 0.25 MILE TO A FARM
 DL1435'ROAD ON LEFT, TURN LEFT AND GO NORTH FOR 0.15 MILE TO
 DL1435'STATION ON LEFT AS ORIGINALLY DESCRIBED AND AS DESCRIBED IN
 DL1435'1950.
 DL1435'
 DL1435'THE AZIMUTH MARK IS ON THE WEST SIDE OF AN OLD ABANDONED ROAD,
 DL1435'WEST-NORTHWEST ACROSS THE ROAD FOR NORTHWEST CORNER OF A
 DL1435'PICKET FENCE AND 5 FEET NORTH OF A 14-INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0733 ***********************************************************************
 DL0733  DESIGNATION -  FLAT
 DL0733  PID         -  DL0733
 DL0733  STATE/COUNTY-  AR/LAFAYETTE
 DL0733  USGS QUAD   -  DODDRIDGE SE (1975)
 DL0733
 DL0733                         *CURRENT SURVEY CONTROL
 DL0733  ___________________________________________________________________
 DL0733* NAD 83(1997)-  33 07 23.17033(N)    093 47 05.04068(W)     ADJUSTED  
 DL0733* NAVD 88     -        62.942  (meters)     206.50   (feet)  ADJUSTED  
 DL0733  ___________________________________________________________________
 DL0733  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DL0733  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL0733  DYNAMIC HT  -          62.873 (meters)     206.28  (feet)  COMP
 DL0733  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 DL0733
 DL0733  HORZ ORDER  -  FIRST
 DL0733  VERT ORDER  -  FIRST     CLASS II
 DL0733
 DL0733.The horizontal coordinates were established by classical geodetic methods
 DL0733.and adjusted by the National Geodetic Survey in September 1999..
 DL0733
 DL0733.The orthometric height was determined by differential leveling
 DL0733.and adjusted by the National Geodetic Survey in June 1991..
 DL0733
 DL0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0733
 DL0733.The geoid height was determined by GEOID03.
 DL0733
 DL0733.The dynamic height is computed by dividing the NAVD 88
 DL0733.geopotential number by the normal gravity value computed on the
 DL0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0733.degrees latitude (g = 980.6199 gals.).
 DL0733
 DL0733.The modeled gravity was interpolated from observed gravity values.
 DL0733
 DL0733;                    North         East     Units Scale Factor Converg.
 DL0733;SPC AR S     -   452,077.794   233,444.042   MT  1.00004392   -0 59 56.0
 DL0733;SPC AR S     - 1,483,191.90    765,890.99   sFT  1.00004392   -0 59 56.0
 DL0733;SPC LA N     -   291,570.817   880,091.035   MT  1.00013599   -0 40 45.3
 DL0733;SPC LA N     -   956,595.26  2,887,432.00   sFT  1.00013599   -0 40 45.3
 DL0733;UTM  15      - 3,665,208.225   426,794.505   MT  0.99966607   -0 25 43.8
 DL0733
 DL0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0733!SPC AR S     -   0.99999428  x   1.00004392  =   1.00003820
 DL0733!SPC LA N     -   0.99999428  x   1.00013599  =   1.00013027
 DL0733!UTM  15      -   0.99999428  x   0.99966607  =   0.99966035
 DL0733
 DL0733:                Primary Azimuth Mark                     Grid Az
 DL0733:SPC AR S     -  FLAT AZ MK RESET                         038 12 48.3
 DL0733:SPC LA N     -  FLAT AZ MK RESET                         037 53 37.6
 DL0733:UTM  15      -  FLAT AZ MK RESET                         037 38 36.1
 DL0733
 DL0733|---------------------------------------------------------------------|
 DL0733| PID    Reference Object                     Distance      Geod. Az  |
 DL0733|                                                           dddmmss.s |
 DL0733| DL0730 FLAT AZ MK RESET                                   0371252.3 |
 DL0733| CX5809 FLAT AZ MK                                         0395642.3 |
 DL0733| DL0731 FLAT RM 2                            34.192 METERS 06806     |
 DL0733| DL0732 TT 36 JCL                             4.963 METERS 34830     |
 DL0733|---------------------------------------------------------------------|
 DL0733
 DL0733                          SUPERSEDED SURVEY CONTROL
 DL0733
 DL0733  NAD 83(1997)-  33 07 23.17972(N)    093 47 05.03335(W) AD(       ) 1
 DL0733  NAD 83(1997)-  33 07 23.17931(N)    093 47 05.03132(W) AD(       ) 1
 DL0733  NAD 83(1986)-  33 07 23.18034(N)    093 47 05.03076(W) AD(       ) 1
 DL0733  NAD 27      -  33 07 22.70800(N)    093 47 04.39400(W) AD(       ) 1
 DL0733  NGVD 29 (??/??/92)   63.008  (m)          206.72   (f) ADJ UNCH    1 2
 DL0733
 DL0733.Superseded values are not recommended for survey control.
 DL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0733.See file dsdata.txt to determine how the superseded data were derived.
 DL0733
 DL0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2679565208(NAD 83)
 DL0733_MARKER: DS = TRIANGULATION STATION DISK
 DL0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0733_STAMPING: FLAT 1950
 DL0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0733+STABILITY: SURFACE MOTION
 DL0733
 DL0733  HISTORY     - Date     Condition        Report By
 DL0733  HISTORY     - 1950     MONUMENTED       CGS
 DL0733  HISTORY     - 1955     GOOD             CGS
 DL0733  HISTORY     - 1960     GOOD             NGS
 DL0733  HISTORY     - 1963     GOOD             CGS
 DL0733  HISTORY     - 1963     GOOD             NGS
 DL0733
 DL0733                          STATION DESCRIPTION
 DL0733
 DL0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL0733'THE STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF BRADLEY,
 DL0733'AT A CURVE IN THE ROAD, 200 FEET EAST OF A FRAME CHURCH, AND
 DL0733'18 FEET SOUTH OF A POWER LINE POLE.  IT IS STAMPED FLAT 1950
 DL0733'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 DL0733'
 DL0733'REFERENCE MARK NO. 1 IS AN USGS BENCH MARK.  IT IS A STANDARD
 DL0733'DISK, STAMPED TT 36 JCL 1949, THAT IS SET FLUSH IN AN EIGHT-INCH
 DL0733'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS WITNESSED
 DL0733'BY A REFERENCE POST AND IS 5 FEET SOUTHWEST OF THE POWER
 DL0733'LINE POLE.
 DL0733'
 DL0733'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE, 2 FEET SOUTHWEST
 DL0733'OF A POWER LINE POLE.  IT IS STAMPED FLAT NO 2 1950 AND PROJECTS
 DL0733'4 INCHES.
 DL0733'
 DL0733'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 110.45 FEET.
 DL0733'
 DL0733'THE AZIMUTH MARK IS LOCATED 21 FEET EAST FROM THE CENTER OF
 DL0733'THE HIGHWAY, 2.5 FEET SOUTH OF A POWER LINE POLE, AND 1 FOOT
 DL0733'SOUTH OF A WITNESS POST.  IT IS STAMPED FLAT 1950 AND PROJECTS
 DL0733'5 INCHES.
 DL0733'
 DL0733'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRADLEY, GO
 DL0733'WESTERLY ON STATE HIGHWAY 160 FOR 9.7 MILES TO A CROSSROAD
 DL0733'AND JOHNSONS STORE ON THE LEFT, TURN LEFT, KEEPING HIGHWAY 160,
 DL0733'AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.  THENCE
 DL0733'CONTINUE SOUTH AND WEST FOR 0.8 MILE TO THE CHURCH AND THE
 DL0733'STATION ON THE RIGHT AS DESCRIBED.
 DL0733'
 DL0733'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DL0733
 DL0733                          STATION RECOVERY (1955)
 DL0733
 DL0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 DL0733'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS
 DL0733'DESCRIBED IN GOOD CONDITION.
 DL0733'
 DL0733'A NEW AZIMUTH MARK WAS SET NORTH OF THE OLD AZIMUTH MARK.
 DL0733'THE OLD MARK WAS DESTROYED DUE TO BEING IN THE WAY OF PROPOSED
 DL0733'NEW HIGHWAY CONSTRUCTION.  A DESCRIPTION OF THE NEW AZIMUTH
 DL0733'MARK IS AS FOLLOWS--
 DL0733'
 DL0733'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHEAST OF STATION,
 DL0733'70.0 FEET SOUTH OF SOUTHWEST CORNER OF JOHNSONS STORE, 24.0
 DL0733'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 21.0 FEET
 DL0733'SOUTH OF A BRACED POWER LINE POLE AND 2.0 FEET SOUTHWEST OF
 DL0733'A REFERENCE POST.  IT IS STAMPED FLAT 1950 RESET 1955 AND
 DL0733'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 DL0733'
 DL0733'NOTE--HIGHWAY IS TO BE RELOCATED IN THIS VICINITY AND NEW
 DL0733'MARK IS OUT OF THE WAY OF PROPOSED CONSTRUCTION.
 DL0733
 DL0733                          STATION RECOVERY (1960)
 DL0733
 DL0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0733'10.1 MI W FROM BRADLEY.
 DL0733'ABOUT 10.1 MILES WEST ALONG STATE HIGHWAY 160 FROM ST. LOUIS
 DL0733'SOUTHWESTERN RAILWAY STATION AT BRADLEY, AT AN OLD FRAME CHURCH AND AT
 DL0733'A CURVE IN THE HIGHWAY, 63 FEET NORTHWEST OF THE CENTER LINE OF THE
 DL0733'HIGHWAY, 135 FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH, 18 FEET
 DL0733'SOUTH OF A TELEPHONE POLE, 15.6 FEET SOUTH-SOUTHEAST OF A METAL
 DL0733'WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A
 DL0733'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE OLD FRAME CHURCH HAS
 DL0733'BEEN REMOVED.
 DL0733
 DL0733                          STATION RECOVERY (1963)
 DL0733
 DL0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL0733'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL0733'THE STATION IS ABOUT 0.75 MILE SOUTHWEST OF CROSSROADS AND
 DL0733'STORE, AT A CURVE IN THE HIGHWAY, 54 FEET NORTHWEST OF CENTERLINE
 DL0733'OF HIGHWAY AND 20 FEET SOUTHEAST OF A DRAINAGE DITCH.  THERE
 DL0733'IS A METAL WITNESS POST ABOUT 1 FOOT SOUTHEAST OF TT 36 (USGS)
 DL0733'WHICH IS 16.29 FEET NORTH OF THE STATION.  THE CHURCH, WHICH
 DL0733'WAS DESCRIBED AS BEING WEST OF THE STATION, HAS BEEN REMOVED.
 DL0733'
 DL0733'THE AZIMUTH MARK IS ABOUT 0.75 MILE NORTHEAST OF THE STATION,
 DL0733'NEAR THE WEST SIDE OF A TRIANGLE FORMED BY ROADS AND 21 FEET
 DL0733'SOUTH OF A POWERLINE POLE WITH TRANSFORMER.  THE AZIMUTH MARK
 DL0733'DISK IS STAMPED FLAT 1950 RESET 1955.
 DL0733'
 DL0733'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL0733'RECOVERY.
 DL0733
 DL0733                          STATION RECOVERY (1963)
 DL0733
 DL0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0730 ***********************************************************************
 DL0730  DESIGNATION -  FLAT AZ MK RESET
 DL0730  PID         -  DL0730
 DL0730  STATE/COUNTY-  AR/LAFAYETTE
 DL0730  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0730
 DL0730                         *CURRENT SURVEY CONTROL
 DL0730  ___________________________________________________________________
 DL0730* NAD 83(1986)-  33 07 46.     (N)    093 46 43.     (W)     SCALED    
 DL0730* NAVD 88     -        63.785  (meters)     209.27   (feet)  ADJUSTED  
 DL0730  ___________________________________________________________________
 DL0730  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL0730  DYNAMIC HT  -          63.715 (meters)     209.04  (feet)  COMP
 DL0730  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 DL0730
 DL0730  VERT ORDER  -  FIRST     CLASS II
 DL0730
 DL0730.The horizontal coordinates were scaled from a topographic map and have
 DL0730.an estimated accuracy of +/- 6 seconds.
 DL0730
 DL0730.The orthometric height was determined by differential leveling
 DL0730.and adjusted by the National Geodetic Survey in June 1991..
 DL0730
 DL0730.The geoid height was determined by GEOID03.
 DL0730
 DL0730.The dynamic height is computed by dividing the NAVD 88
 DL0730.geopotential number by the normal gravity value computed on the
 DL0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0730.degrees latitude (g = 980.6199 gals.).
 DL0730
 DL0730.The modeled gravity was interpolated from observed gravity values.
 DL0730
 DL0730;                    North         East    Units  Estimated Accuracy
 DL0730;SPC AR S     -   452,770.      234,030.      MT  (+/- 180 meters Scaled)
 DL0730
 DL0730                          SUPERSEDED SURVEY CONTROL
 DL0730
 DL0730  NGVD 29 (??/??/92)   63.849  (m)          209.48   (f) ADJ UNCH    1 2
 DL0730
 DL0730.Superseded values are not recommended for survey control.
 DL0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0730.See file dsdata.txt to determine how the superseded data were derived.
 DL0730
 DL0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS273659(NAD 83)
 DL0730_MARKER: DZ = AZIMUTH MARK DISK
 DL0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0730_STAMPING: FLAT 1950 RESET 1955
 DL0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0730+STABILITY: SURFACE MOTION
 DL0730
 DL0730  HISTORY     - Date     Condition        Report By
 DL0730  HISTORY     - 1955     MONUMENTED       CGS
 DL0730  HISTORY     - 1960     GOOD             NGS
 DL0730
 DL0730                          STATION DESCRIPTION
 DL0730
 DL0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0730'9.3 MI W FROM BRADLEY.
 DL0730'ABOUT 9.3 MILES WEST ALONG STATE HIGHWAY 160 FROM ST. LOUIS
 DL0730'SOUTHWESTERN RAILWAY STATION AT BRADLEY, 100 FEET NORTHWEST OF THE
 DL0730'CENTER LINE OF THE HIGHWAY, AT A POINT WHERE THE HIGHWAY TURNS SOUTH
 DL0730'AND A GRAVELED ROAD CONTINUES WEST, 188 FEET SOUTH OF THE CENTER LINE
 DL0730'OF A GRAVELED ROAD LEADING WEST, 71 FEET SOUTH OF SOUTHWEST CORNER OF
 DL0730'A LONG FRAME BUILDING, 21 FEET SOUTH OF A POWER POLE WITH A
 DL0730'TRANSFORMER, 27 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 DL0730'SOUTH FROM GRAVEL ROAD TO THE HIGHWAY, ABOUT LEVEL WITH THE ROAD, AND
 DL0730'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2954 ***********************************************************************
 EH2954  DESIGNATION -  FLAT LAKE
 EH2954  PID         -  EH2954
 EH2954  STATE/COUNTY-  AR/PHILLIPS
 EH2954  USGS QUAD   -  HENRICO NE (1967)
 EH2954
 EH2954                         *CURRENT SURVEY CONTROL
 EH2954  ___________________________________________________________________
 EH2954* NAD 83(1997)-  34 13 05.12931(N)    091 03 27.00009(W)     ADJUSTED  
 EH2954* NAVD 88     -        54.43   (+/-2cm)     178.6    (feet)  VERTCON   
 EH2954  ___________________________________________________________________
 EH2954  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EH2954  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EH2954
 EH2954  HORZ ORDER  -  SECOND
 EH2954  VERT ORDER  -  THIRD ? (See Below)
 EH2954
 EH2954.The horizontal coordinates were established by classical geodetic methods
 EH2954.and adjusted by the National Geodetic Survey in September 1999..
 EH2954
 EH2954.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2954.The vertical order pertains to the NGVD 29 superseded value.
 EH2954
 EH2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2954
 EH2954.The geoid height was determined by GEOID03.
 EH2954
 EH2954;                    North         East     Units Scale Factor Converg.
 EH2954;SPC AR S     -   572,472.278   486,841.639   MT  0.99992359   +0 31 39.0
 EH2954;SPC AR S     - 1,878,186.13  1,597,246.28   sFT  0.99992359   +0 31 39.0
 EH2954;UTM  15      - 3,788,044.096   678,938.622   MT  0.99999470   +1 05 33.5
 EH2954
 EH2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2954!SPC AR S     -   0.99999564  x   0.99992359  =   0.99991923
 EH2954!UTM  15      -   0.99999564  x   0.99999470  =   0.99999034
 EH2954
 EH2954|---------------------------------------------------------------------|
 EH2954| PID    Reference Object                     Distance      Geod. Az  |
 EH2954|                                                           dddmmss.s |
 EH2954| CY6049 FLAT LAKE RM 1                       23.890 METERS 20159     |
 EH2954| EH2953 FLAT LAKE LOOKOUT TOWER             311.087 METERS 22227     |
 EH2954| CY6050 FLAT LAKE RM 2                       26.600 METERS 31807     |
 EH2954| CY6048 FLAT LAKE AZ MK                                    3325538.4 |
 EH2954|---------------------------------------------------------------------|
 EH2954
 EH2954                          SUPERSEDED SURVEY CONTROL
 EH2954
 EH2954  NAD 83(1997)-  34 13 05.13305(N)    091 03 26.99777(W) AD(       ) 2
 EH2954  NAD 83(1986)-  34 13 05.13716(N)    091 03 26.99566(W) AD(       ) 2
 EH2954  NAD 27      -  34 13 04.76646(N)    091 03 26.58981(W) AD(       ) 2
 EH2954  NGVD 29 (07/19/86)   54.48   (m)          178.7    (f) LEVELING    3  
 EH2954
 EH2954.Superseded values are not recommended for survey control.
 EH2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2954.See file dsdata.txt to determine how the superseded data were derived.
 EH2954
 EH2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7893988044(NAD 83)
 EH2954_MARKER: DS = TRIANGULATION STATION DISK
 EH2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2954
 EH2954  HISTORY     - Date     Condition        Report By
 EH2954  HISTORY     - 1965     MONUMENTED       CGS
 EH2954
 EH2954                          STATION DESCRIPTION
 EH2954
 EH2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2954'STATION IS ABOUT 12 MILES SOUTH-SOUTHEAST OF ST. CHARLES,
 EH2954'6 MILES WEST OF MELLWOOD, 1/2 MILE SOUTH OF FLAT LAKE AND
 EH2954'ON PROPERTY CONTROLLED BY THE LEVEE BOARD.
 EH2954'
 EH2954'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE
 EH2954'RAILROAD STATION IN MELLWOOD, GO WEST ON A GRAVELED ROAD
 EH2954'FOR 3.05 MILES TO A CROSSROAD.  CONTINUE NORTHWEST ON THE
 EH2954'GRAVELED ROAD FOR 2.55 MILES TO A BRIDGE OVER CYPRESS LAKE.
 EH2954'CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 1.3 MILES TO THE
 EH2954'TOP OF A LEVEE.  TURN LEFT AND GO SOUTHEAST ON THE LEVEE
 EH2954'ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EH2954'SOUTHEAST ON THE LEVEE ROAD FOR 0.45 MILE TO THE STATION
 EH2954'ON THE LEFT.
 EH2954'
 EH2954'STATION MARKS ARE STANDARD DISKS STAMPED FLAT LAKE 1964.
 EH2954'THE SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH2954'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 5 FEET SOUTH
 EH2954'OF A METAL WITNESS POST, 29 FEET EAST OF THE CENTERLINE
 EH2954'OF THE LEVEE ROAD AND 172 FEET NORTH OF MILEPOST NO. 28/29.
 EH2954'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH2954'45 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2954'
 EH2954'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLAT LAKE
 EH2954'NO 1 1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS
 EH2954'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 2 FEET NORTHEAST
 EH2954'OF A METAL WITNESS POST, 15 FEET SOUTHEAST OF THE CENTERLINE
 EH2954'OF THE LEVEE ROAD AND 95 FEET NORTH OF MILEPOST NO. 28/29.
 EH2954'
 EH2954'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLAT LAKE
 EH2954'NO 2 1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH2954'WITH THE SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH OF A METAL
 EH2954'WITNESS POST AND 15 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EH2954'LEVEE ROAD.
 EH2954'
 EH2954'AZIMUTH MARK, A STANDARD DISK STAMPED FLAT LAKE 1964, IS
 EH2954'SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2954'SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH OF A METAL WITNESS
 EH2954'POST AND 14 FEET SOUTHWEST OF THE CENTERLINE OF THE LEVEE
 EH2954'ROAD.
 EH2954'
 EH2954'NOTE- STATION WAS ESTABLISHED IN 1964 AND OCCUPIED IN 1965.
 EH2954'
 EH2954'REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 EH2954'
 EH2954'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2953 ***********************************************************************
 EH2953  DESIGNATION -  FLAT LAKE LOOKOUT TOWER
 EH2953  PID         -  EH2953
 EH2953  STATE/COUNTY-  AR/PHILLIPS
 EH2953  USGS QUAD   -  HENRICO NE (1967)
 EH2953
 EH2953                         *CURRENT SURVEY CONTROL
 EH2953  ___________________________________________________________________
 EH2953* NAD 83(1997)-  34 12 57.67895(N)    091 03 35.20175(W)     ADJUSTED  
 EH2953* NAVD 88     -                                                        
 EH2953  ___________________________________________________________________
 EH2953  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 EH2953  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH2953
 EH2953  HORZ ORDER  -  THIRD
 EH2953
 EH2953.The horizontal coordinates were established by classical geodetic methods
 EH2953.and adjusted by the National Geodetic Survey in September 1999..
 EH2953
 EH2953
 EH2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2953
 EH2953.The geoid height was determined by GEOID03.
 EH2953
 EH2953;                    North         East     Units Scale Factor Converg.
 EH2953;SPC AR S     -   572,240.808   486,633.837   MT  0.99992347   +0 31 34.4
 EH2953;SPC AR S     - 1,877,426.72  1,596,564.51   sFT  0.99992347   +0 31 34.4
 EH2953;SPC MS W     -   523,146.739   633,060.587   MT  1.00000521   -0 24 30.6
 EH2953;SPC MS W     - 1,716,357.26  2,076,966.28   sFT  1.00000521   -0 24 30.6
 EH2953;UTM  15      - 3,787,810.572   678,733.099   MT  0.99999380   +1 05 28.7
 EH2953
 EH2953                          SUPERSEDED SURVEY CONTROL
 EH2953
 EH2953  NAD 83(1997)-  34 12 57.68392(N)    091 03 35.19837(W) AD(       ) 4
 EH2953  NAD 83(1986)-  34 12 57.68685(N)    091 03 35.19725(W) AD(       ) 4
 EH2953  NAD 27      -  34 12 57.31566(N)    091 03 34.79153(W) AD(       ) 3
 EH2953
 EH2953.Superseded values are not recommended for survey control.
 EH2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2953.See file dsdata.txt to determine how the superseded data were derived.
 EH2953
 EH2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7873387811(NAD 83)
 EH2953_MARKER: 57 = LOOKOUT TOWER
 EH2953
 EH2953  HISTORY     - Date     Condition        Report By
 EH2953  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2953
 EH2953                          STATION DESCRIPTION
 EH2953
 EH2953'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2953'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS
 EH2953'A 4 LEGGED STEEL STRUCTURE WITH AND OBSERVING ROOM AT THE
 EH2953'TOP, AND HAS AN OVERALL HEIGHT OF ABOUT 120 FEET.
 EH2953'
 EH2953'LOCATED ALONG A LEVEE ABOUT 5-1/2 MILES WEST OF MELLWOOD,
 EH2953'13 MILES SOUTHWEST OF ELAINE, AND 6 MILES NORTHWEST OF
 EH2953'CRUMROD.  IT IS UNKNOWN AT THIS TIME WHO THE TOWER BELONGS
 EH2953'TO.  IT IS ABANDONED AT THIS TIME.
 EH2953'
 EH2953'TO REACH FROM THE RAILROAD DEPOT IN MELLWOOD, GO WEST ON A
 EH2953'GRAVELED ROAD FOR 3.05 MILES TO A GRAVELED CROSSROAD.  CONTINUE
 EH2953'NORTHWEST ON THE GRAVELED ROAD FOR 2.55 MILES TO A BRIDGE
 EH2953'OVER CYPRESS LAKE.  CONTINUE SOUTHWEST ON THE GRAVELED ROAD
 EH2953'FOR 1.3 MILES TO THE TOP OF A LEVEE.  TURN LEFT AND GO
 EH2953'SOUTHEAST ON THE LEVEE ROAD FOR 0.7 MILE TO THE TOWER ON
 EH2953'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0731 ***********************************************************************
 DL0731  DESIGNATION -  FLAT RM 2
 DL0731  PID         -  DL0731
 DL0731  STATE/COUNTY-  AR/LAFAYETTE
 DL0731  USGS QUAD   -  DODDRIDGE SE (1975)
 DL0731
 DL0731                         *CURRENT SURVEY CONTROL
 DL0731  ___________________________________________________________________
 DL0731* NAD 83(1986)-  33 07 22.     (N)    093 47 05.     (W)     SCALED    
 DL0731* NAVD 88     -        63.192  (meters)     207.32   (feet)  ADJUSTED  
 DL0731  ___________________________________________________________________
 DL0731  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL0731  DYNAMIC HT  -          63.123 (meters)     207.10  (feet)  COMP
 DL0731  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 DL0731
 DL0731  VERT ORDER  -  FIRST     CLASS II
 DL0731
 DL0731.The horizontal coordinates were scaled from a topographic map and have
 DL0731.an estimated accuracy of +/- 6 seconds.
 DL0731
 DL0731.The orthometric height was determined by differential leveling
 DL0731.and adjusted by the National Geodetic Survey in June 1991..
 DL0731
 DL0731.The geoid height was determined by GEOID03.
 DL0731
 DL0731.The dynamic height is computed by dividing the NAVD 88
 DL0731.geopotential number by the normal gravity value computed on the
 DL0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0731.degrees latitude (g = 980.6199 gals.).
 DL0731
 DL0731.The modeled gravity was interpolated from observed gravity values.
 DL0731
 DL0731;                    North         East    Units  Estimated Accuracy
 DL0731;SPC AR S     -   452,040.      233,440.      MT  (+/- 180 meters Scaled)
 DL0731
 DL0731                          SUPERSEDED SURVEY CONTROL
 DL0731
 DL0731  NGVD 29 (??/??/92)   63.258  (m)          207.54   (f) ADJ UNCH    1 2
 DL0731
 DL0731.Superseded values are not recommended for survey control.
 DL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0731.See file dsdata.txt to determine how the superseded data were derived.
 DL0731
 DL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS267651(NAD 83)
 DL0731_MARKER: DR = REFERENCE MARK DISK
 DL0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0731_STAMPING: FLAT NO 2 1950
 DL0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0731+STABILITY: SURFACE MOTION
 DL0731
 DL0731  HISTORY     - Date     Condition        Report By
 DL0731  HISTORY     - 1950     MONUMENTED       CGS
 DL0731  HISTORY     - 1960     GOOD             NGS
 DL0731  HISTORY     - 1963     GOOD             NGS
 DL0731
 DL0731                          STATION DESCRIPTION
 DL0731
 DL0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0731'10.1 MI W FROM BRADLEY.
 DL0731'ABOUT 10.1 MILES WEST ALONG STATE HIGHWAY 160 FROM ST. LOUIS
 DL0731'SOUTHWESTERN RAILWAY STATION AT BRADLEY, AT AN OLD FRAME CHURCH AND AT
 DL0731'A CURVE IN THE HIGHWAY, 41 FEET NORTH OF THE CENTER LINE OF THE
 DL0731'HIGHWAY, 227 FEET EAST OF NORTHEAST CORNER OF THE CHURCH, 1.3 FEET
 DL0731'SOUTHWEST OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 DL0731'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  112.0 FEET NORTHEAST OF
 DL0731'TRIANGULATION STATION FLAT 1950.  NOTE-- THE OLD FRAME CHURCH HAS BEEN
 DL0731'REMOVED.
 DL0731
 DL0731                          STATION RECOVERY (1963)
 DL0731
 DL0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0699 ***********************************************************************
 GF0699  DESIGNATION -  FLIPPIN
 GF0699  PID         -  GF0699
 GF0699  STATE/COUNTY-  AR/MARION
 GF0699  USGS QUAD   -  COTTER (1981)
 GF0699
 GF0699                         *CURRENT SURVEY CONTROL
 GF0699  ___________________________________________________________________
 GF0699* NAD 83(1997)-  36 15 39.17114(N)    092 37 02.42020(W)     ADJUSTED  
 GF0699* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 GF0699  ___________________________________________________________________
 GF0699  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GF0699  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0699
 GF0699  HORZ ORDER  -  THIRD
 GF0699
 GF0699.The horizontal coordinates were established by classical geodetic methods
 GF0699.and adjusted by the National Geodetic Survey in September 1999..
 GF0699
 GF0699.The orthometric height was scaled from a topographic map.
 GF0699
 GF0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0699
 GF0699.The geoid height was determined by GEOID03.
 GF0699
 GF0699;                    North         East     Units Scale Factor Converg.
 GF0699;SPC AR N     -   214,026.695   344,522.403   MT  1.00000556   -0 21 33.2
 GF0699;SPC AR N     -   702,185.92  1,130,320.58   sFT  1.00000556   -0 21 33.2
 GF0699;UTM  15      - 4,012,952.480   534,374.460   MT  0.99961456   +0 13 34.8
 GF0699
 GF0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0699!SPC AR N     -   0.99997101  x   1.00000556  =   0.99997657
 GF0699!UTM  15      -   0.99997101  x   0.99961456  =   0.99958558
 GF0699
 GF0699|---------------------------------------------------------------------|
 GF0699| PID    Reference Object                     Distance      Geod. Az  |
 GF0699|                                                           dddmmss.s |
 GF0699| CI0901 FLIPPIN RM 1                         10.438 METERS 12320     |
 GF0699| CI0900 FLIPPIN AZ MK                                      2205150.2 |
 GF0699| CI0902 FLIPPIN RM 2                          8.509 METERS 24259     |
 GF0699|---------------------------------------------------------------------|
 GF0699
 GF0699                          SUPERSEDED SURVEY CONTROL
 GF0699
 GF0699  NAD 83(1986)-  36 15 39.18309(N)    092 37 02.42148(W) AD(       ) 3
 GF0699  NAD 27      -  36 15 38.94000(N)    092 37 01.83300(W) AD(       ) 3
 GF0699
 GF0699.Superseded values are not recommended for survey control.
 GF0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0699.See file dsdata.txt to determine how the superseded data were derived.
 GF0699
 GF0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3437412952(NAD 83)
 GF0699_MARKER: DS = TRIANGULATION STATION DISK
 GF0699_SETTING: 66 = SET IN ROCK OUTCROP
 GF0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0699+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 GF0699
 GF0699  HISTORY     - Date     Condition        Report By
 GF0699  HISTORY     - 1954     MONUMENTED       CGS
 GF0699  HISTORY     - 1965     GOOD             CGS
 GF0699  HISTORY     - 20040831 GOOD             USPSQD
 GF0699
 GF0699                          STATION DESCRIPTION
 GF0699
 GF0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0699'THE STATION IS LOCATED ABOUT 1-1/2 MILE SOUTHWEST OF FLIPPIN, ON
 GF0699'THE SOUTHERLY SLOPE OF A TIMBERED HILL, 110 FEET NORTH OF THE
 GF0699'CENTER OF U.S. HIGHWAY NO. 62, 79 FEET WEST-SOUTHWEST OF AN
 GF0699'OAK TREE WITH A TRIANGULAR BLAZE, ABOUT 75 FEET EASTERLY OF A
 GF0699'TRACK ROAD, AND 8 FEET SOUTH OF A 4 IN X 4 IN WITNESS POST.
 GF0699'
 GF0699'TO REACH THE STATION FROM THE POST OFFICE IN FLIPPIN, GO
 GF0699'SOUTHWESTERLY ON U.S. HIGHWAY NO. 62 FOR 1.7 MILES TO THE STATION
 GF0699'ON THE RIGHT.  CONTINUE SOUTHWESTERLY ON THE HIGHWAY FOR 0.6
 GF0699'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GF0699'
 GF0699'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 GF0699'FLIPPIN 1954.
 GF0699'
 GF0699'REFERENCE MARK NO. 1 IS 75 FEET NORTH OF THE CENTER OF THE
 GF0699'HIGHWAY.  IT IS IN OUTCROPPING ROCK THAT IS ABOUT 4 FEET LONG
 GF0699'AND ABOUT 18 INCHES WIDE.  IT PROJECTS 5 INCHES, AND THE DISK
 GF0699'IS STAMPED FLIPPIN NO 1 1954.
 GF0699'
 GF0699'REFERENCE MARK NO. 2 IS IN OUTCROPPING ROCK THAT IS ABOUT 2
 GF0699'FEET LONG AND 1 FOOT WIDE.  IT PROJECTS 2 INCHES, AND THE DISK
 GF0699'IS STAMPED FLIPPIN NO 2 1954.
 GF0699'
 GF0699'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.
 GF0699'62, 12 FEET NORTHEAST OF A 4 IN X 4 IN WITNESS POST, AND 10 FEET
 GF0699'EAST OF A BOARD GATE.  IT IS FLUSH WITH THE GROUND, AND THE
 GF0699'DISK IS STAMPED FLIPPIN 1954.
 GF0699
 GF0699                          STATION RECOVERY (1965)
 GF0699
 GF0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0699'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0699'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 GF0699'ADEQUATE FOR RECOVERY.
 GF0699
 GF0699                          STATION RECOVERY (2004)
 GF0699
 GF0699'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0698 ***********************************************************************
 GF0698  DESIGNATION -  FLIPPIN MUNICIPAL AIRPORT BCN
 GF0698  PID         -  GF0698
 GF0698  STATE/COUNTY-  AR/MARION
 GF0698  USGS QUAD   -  COTTER (1981)
 GF0698
 GF0698                         *CURRENT SURVEY CONTROL
 GF0698  ___________________________________________________________________
 GF0698* NAD 83(1997)-  36 17 27.63346(N)    092 35 14.49516(W)     ADJUSTED  
 GF0698* NAVD 88     -                                                        
 GF0698  ___________________________________________________________________
 GF0698  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 GF0698  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0698
 GF0698  HORZ ORDER  -  THIRD
 GF0698
 GF0698.This mark is at Marion Co Regional Airport (FLP)
 GF0698
 GF0698.The horizontal coordinates were established by classical geodetic methods
 GF0698.and adjusted by the National Geodetic Survey in September 1999..
 GF0698
 GF0698
 GF0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0698
 GF0698.The geoid height was determined by GEOID03.
 GF0698
 GF0698;                    North         East     Units Scale Factor Converg.
 GF0698;SPC AR N     -   217,353.358   347,236.413   MT  1.00001191   -0 20 30.4
 GF0698;SPC AR N     -   713,100.14  1,139,224.80   sFT  1.00001191   -0 20 30.4
 GF0698;UTM  15      - 4,016,305.398   537,053.264   MT  0.99961692   +0 14 39.3
 GF0698
 GF0698                          SUPERSEDED SURVEY CONTROL
 GF0698
 GF0698  NAD 83(1986)-  36 17 27.64536(N)    092 35 14.49680(W) AD(       ) 4
 GF0698  NAD 27      -  36 17 27.40400(N)    092 35 13.90900(W) AD(       ) 3
 GF0698
 GF0698.Superseded values are not recommended for survey control.
 GF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0698.See file dsdata.txt to determine how the superseded data were derived.
 GF0698
 GF0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3705316305(NAD 83)
 GF0698_MARKER: 21 = AIRPORT BEACON
 GF0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0698+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 GF0698
 GF0698  HISTORY     - Date     Condition        Report By
 GF0698  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0698  HISTORY     - 20040831 GOOD             USPSQD
 GF0698  HISTORY     - 20060909 GOOD             GEOCAC
 GF0698
 GF0698                          STATION DESCRIPTION
 GF0698
 GF0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0698'THE STATION IS LOCATED ON THE MUNICIPAL AIRPORT ABOUT 3/4
 GF0698'MILE NORTHEAST OF FLIPPIN.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 GF0698'ABOUT 50 FEET HIGH AND PAINTED RED AND WHITE.  THE POINT
 GF0698'INTERSECTED WAS THE REVOLVING WHITE AND GREEN LIGHT AT THE TOP.
 GF0698
 GF0698                          STATION RECOVERY (2004)
 GF0698
 GF0698'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0698'RECOVERED IN GOOD CONDITION.
 GF0698
 GF0698                          STATION RECOVERY (2006)
 GF0698
 GF0698'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 GF0698'GEOCAC FIRST RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF1018 ***********************************************************************
 GF1018  DESIGNATION -  FLIPPORT
 GF1018  PID         -  GF1018
 GF1018  STATE/COUNTY-  AR/MARION
 GF1018  USGS QUAD   -  COTTER (1981)
 GF1018
 GF1018                         *CURRENT SURVEY CONTROL
 GF1018  ___________________________________________________________________
 GF1018* NAD 83(1997)-  36 17 38.47533(N)    092 35 05.33472(W)     ADJUSTED  
 GF1018* NAVD 88     -       219.4    (meters)     720.     (feet)  VERTCON   
 GF1018  ___________________________________________________________________
 GF1018  X           -    -232,116.491 (meters)                     COMP
 GF1018  Y           -  -5,141,671.894 (meters)                     COMP
 GF1018  Z           -   3,754,649.674 (meters)                     COMP
 GF1018  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GF1018  ELLIP HEIGHT-         191.04  (meters)          (09/24/01) GPS OBS
 GF1018  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF1018
 GF1018  HORZ ORDER  -  FIRST
 GF1018  ELLP ORDER  -  FOURTH    CLASS II
 GF1018
 GF1018.This mark is at Marion Co Regional Airport (FLP)
 GF1018
 GF1018.The horizontal coordinates were established by GPS observations
 GF1018.and adjusted by the National Geodetic Survey in September 1999..
 GF1018
 GF1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF1018
 GF1018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1018
 GF1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF1018
 GF1018.The ellipsoidal height was determined by GPS observations
 GF1018.and is referenced to NAD 83.
 GF1018
 GF1018.The geoid height was determined by GEOID03.
 GF1018
 GF1018;                    North         East     Units Scale Factor Converg.
 GF1018;SPC AR N     -   217,686.179   347,466.978   MT  1.00001256   -0 20 25.1
 GF1018;SPC AR N     -   714,192.07  1,139,981.24   sFT  1.00001256   -0 20 25.1
 GF1018;UTM  15      - 4,016,640.428   537,280.323   MT  0.99961712   +0 14 44.7
 GF1018
 GF1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF1018!SPC AR N     -   0.99997002  x   1.00001256  =   0.99998258
 GF1018!UTM  15      -   0.99997002  x   0.99961712  =   0.99958715
 GF1018
 GF1018:                Primary Azimuth Mark                     Grid Az
 GF1018:SPC AR N     -  FLIPPORT AZ MK                           235 54 31.5
 GF1018:UTM  15      -  FLIPPORT AZ MK                           235 19 21.7
 GF1018
 GF1018|---------------------------------------------------------------------|
 GF1018| PID    Reference Object                     Distance      Geod. Az  |
 GF1018|                                                           dddmmss.s |
 GF1018| GF1019 FLIPPORT AZ MK                      APPROX. 0.8 KM 2353406.4 |
 GF1018|---------------------------------------------------------------------|
 GF1018
 GF1018                          SUPERSEDED SURVEY CONTROL
 GF1018
 GF1018  ELLIP H (09/14/99)  191.05   (m)                       GP(       ) 4 1
 GF1018  NAD 83(1986)-  36 17 38.48996(N)    092 35 05.33504(W) AD(       ) 1
 GF1018  NGVD 29 (11/13/90)  219.3    (m)          719.     (f) GPS OBS        
 GF1018
 GF1018.Superseded values are not recommended for survey control.
 GF1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1018.See file dsdata.txt to determine how the superseded data were derived.
 GF1018
 GF1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3728016640(NAD 83)
 GF1018_MARKER: DH = HORIZONTAL CONTROL DISK
 GF1018_SETTING: 66 = SET IN ROCK OUTCROP
 GF1018_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GF1018_STAMPING: FLIPPORT 1990
 GF1018_MARK LOGO: NGS   
 GF1018_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF1018+STABILITY: POSITION/ELEVATION WELL
 GF1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1018+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 GF1018
 GF1018  HISTORY     - Date     Condition        Report By
 GF1018  HISTORY     - 1990     MONUMENTED       NGS
 GF1018  HISTORY     - 20060927 GOOD             JCLS
 GF1018
 GF1018                          STATION DESCRIPTION
 GF1018
 GF1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GF1018'STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) NORTHEAST OF YELLVILLE, 5.0
 GF1018'KM (3.1 MI) NORTHWEST OF COTTER, AND 1.6 KM (1.0 MI) NORTH-NORTHEAST
 GF1018'OF FLIPPIN.  AT THE FLIPPIN MARION COUNTY REGIONAL AIRPORT.
 GF1018'OWNERSHIP--MARION COUNTY, COUNTY COURTHOUSE, YELLVILLE AR 72687.
 GF1018'AIRPORT MANAGER IS JAMES DUKE, P.O.BOX 730, FLIPPIN AR 72634. PHONE
 GF1018'IS 501-453-2241.
 GF1018'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62, 412 AND
 GF1018'STATE HIGHWAY 178 IN WEST FLIPPIN, GO NORTH ON STATE HIGHWAY 178 FOR
 GF1018'0.83 KM (0.52 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 GF1018'NORTHEAST ON COUNTY ROAD 980 FOR 1.48 KM (0.92 MI) TO A PAVED ROAD ON
 GF1018'THE LEFT.  TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR
 GF1018'0.07 KM (0.04 MI) TO AN APRON.  TURN RIGHT AND GO NORTHEAST ACROSS
 GF1018'APRON FOR 0.15 KM (0.09 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTHWEST
 GF1018'ON THE TAXIWAY FOR 0.10 KM (0.06 MI) TO THE RUNWAY. TURN RIGHT AND GO
 GF1018'ALONG THE RUNWAY FOR 0.21 KM (0.13 MI) TO THE STATION ON THE RIGHT IN
 GF1018'OUTCROP.
 GF1018'THE STATION IS SET IN A 2X3 PIECE OF OUTCROP, IT IS 35.4 M (116.1 FT)
 GF1018'SOUTH-SOUTHEAST FROM THE RUNWAY CENTERLINE, 21.4 M (70.2 FT)
 GF1018'SOUTHEAST FROM A RUNWAY LIGHT, 0.9 M (3.0 FT) NORTHWEST FROM A
 GF1018'CARSONITE WITNESS POST.
 GF1018'DESCRIBED BY R.D.BALL
 GF1018
 GF1018                          STATION RECOVERY (2006)
 GF1018
 GF1018'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GF1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF1019 ***********************************************************************
 GF1019  DESIGNATION -  FLIPPORT AZ MK
 GF1019  PID         -  GF1019
 GF1019  STATE/COUNTY-  AR/MARION
 GF1019  USGS QUAD   -  COTTER (1981)
 GF1019
 GF1019                         *CURRENT SURVEY CONTROL
 GF1019  ___________________________________________________________________
 GF1019* NAD 83(1997)-  36 17 23.88573(N)    092 35 31.62211(W)     ADJUSTED  
 GF1019* NAVD 88     -       206.0    (meters)     676.     (feet)  VERTCON   
 GF1019  ___________________________________________________________________
 GF1019  X           -    -232,783.320 (meters)                     COMP
 GF1019  Y           -  -5,141,897.435 (meters)                     COMP
 GF1019  Z           -   3,754,279.297 (meters)                     COMP
 GF1019  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 GF1019  ELLIP HEIGHT-         177.69  (meters)          (09/24/01) GPS OBS
 GF1019  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF1019
 GF1019  HORZ ORDER  -  FIRST
 GF1019  ELLP ORDER  -  FOURTH    CLASS II
 GF1019
 GF1019.This mark is at Marion Co Regional Airport (FLP)
 GF1019
 GF1019.The horizontal coordinates were established by GPS observations
 GF1019.and adjusted by the National Geodetic Survey in September 1999..
 GF1019
 GF1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF1019
 GF1019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1019
 GF1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF1019
 GF1019.The ellipsoidal height was determined by GPS observations
 GF1019.and is referenced to NAD 83.
 GF1019
 GF1019.The geoid height was determined by GEOID03.
 GF1019
 GF1019;                    North         East     Units Scale Factor Converg.
 GF1019;SPC AR N     -   217,240.400   346,808.350   MT  1.00001169   -0 20 40.4
 GF1019;SPC AR N     -   712,729.55  1,137,820.39   sFT  1.00001169   -0 20 40.4
 GF1019;UTM  15      - 4,016,188.115   536,626.547   MT  0.99961653   +0 14 29.1
 GF1019
 GF1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF1019!SPC AR N     -   0.99997211  x   1.00001169  =   0.99998380
 GF1019!UTM  15      -   0.99997211  x   0.99961653  =   0.99958865
 GF1019
 GF1019:                Primary Azimuth Mark                     Grid Az
 GF1019:SPC AR N     -  FLIPPORT                                 055 54 31.2
 GF1019:UTM  15      -  FLIPPORT                                 055 19 21.7
 GF1019
 GF1019|---------------------------------------------------------------------|
 GF1019| PID    Reference Object                     Distance      Geod. Az  |
 GF1019|                                                           dddmmss.s |
 GF1019| GF1018 FLIPPORT                            APPROX. 0.8 KM 0553350.8 |
 GF1019|---------------------------------------------------------------------|
 GF1019
 GF1019                          SUPERSEDED SURVEY CONTROL
 GF1019
 GF1019  ELLIP H (09/14/99)  177.70   (m)                       GP(       ) 4 1
 GF1019  NAD 83(1986)-  36 17 23.90035(N)    092 35 31.62242(W) AD(       ) 1
 GF1019  NGVD 29 (11/13/90)  205.9    (m)          676.     (f) GPS OBS        
 GF1019
 GF1019.Superseded values are not recommended for survey control.
 GF1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1019.See file dsdata.txt to determine how the superseded data were derived.
 GF1019
 GF1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3662716188(NAD 83)
 GF1019_MARKER: DZ = AZIMUTH MARK DISK
 GF1019_SETTING: 66 = SET IN ROCK OUTCROP
 GF1019_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GF1019_STAMPING: FLIPPORT AZ MK 1990
 GF1019_MARK LOGO: NGS   
 GF1019_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF1019+STABILITY: POSITION/ELEVATION WELL
 GF1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1019+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GF1019
 GF1019  HISTORY     - Date     Condition        Report By
 GF1019  HISTORY     - 1990     MONUMENTED       NGS
 GF1019
 GF1019                          STATION DESCRIPTION
 GF1019
 GF1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GF1019'VSTATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 GF1019'SEARCHED FOR.  STATION IS LOCATED ABOUT 18.4 KM (11.4 MI) NORTHEAST
 GF1019'OF GURDON, 6.1 KM (3.8 MI) SOUTH OF ARKADELPHIA, AND 2.2 KM (1.4 MI)
 GF1019'EAST OF U.S.HIGHWAY 67.  OWNERSHIP--UKNOWN.
 GF1019'TO REACH THE STATION FRON THE JUNCTION OF U.S.HIGHWAY 67 AND STATE
 GF1019'HIGHWAYS 7, 8, AND 51 IN THE CENTER OF ARKADELPHIA.  GO SOUTH AND
 GF1019'SOUTHWEST ON U.S.HIGHWAY 67 FOR 8.31 KM (5.16 MI) TO A CROSSROAD.
 GF1019'TURN LEFT AND GO EASTERLY ON STATE HIGHWAY 26 FOR 1.57 KM (0.98 MI)
 GF1019'TO THE ENTRANCE ROAD TO THE REYNOLDS ALUMINUM COMPANY PLANT ON THE
 GF1019'LEFT. CONTINUE EAST ON STATE HIGHWAY 26 FOR 0.41 KM (0.25 MI) TO A
 GF1019'GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EAST AND NORTHEAST ON
 GF1019'THE GRAVELED ROAD FOR 0.64 KM (0.40 MI) TO THE TOP OF A RIDGE AND THE
 GF1019'STATION ON THE RIGHT IN THE WEST EDGE OF A FIELD.
 GF1019'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---FRANKLIN 2
 GF1019'1952---.  SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST THAT IS
 GF1019'RECESSED 9 CM BELOW THE GROUND.  IT IS 49.4 M (162.1 FT) SOUTHEAST OF
 GF1019'A UTILITY POLE, 41.8 M (137.1 FT) NORTHWEST OF A UTILITY POLE, 19.2 M
 GF1019'(63.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD, AND 4.7 M (15.4 FT)
 GF1019'EAST OF A FENCE AND METAL WITNESS POST.
 GF1019'DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0667 ***********************************************************************
 EJ0667  DESIGNATION -  FLIRT
 EJ0667  PID         -  EJ0667
 EJ0667  STATE/COUNTY-  AR/HOT SPRING
 EJ0667  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ0667
 EJ0667                         *CURRENT SURVEY CONTROL
 EJ0667  ___________________________________________________________________
 EJ0667* NAD 83(1986)-  34 21 20.     (N)    092 49 26.     (W)     SCALED    
 EJ0667* NAVD 88     -        81.464  (meters)     267.27   (feet)  ADJUSTED  
 EJ0667  ___________________________________________________________________
 EJ0667  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EJ0667  DYNAMIC HT  -          81.385 (meters)     267.01  (feet)  COMP
 EJ0667  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 EJ0667
 EJ0667  VERT ORDER  -  FIRST     CLASS II
 EJ0667
 EJ0667.The horizontal coordinates were scaled from a topographic map and have
 EJ0667.an estimated accuracy of +/- 6 seconds.
 EJ0667
 EJ0667.The orthometric height was determined by differential leveling
 EJ0667.and adjusted by the National Geodetic Survey in June 1991..
 EJ0667
 EJ0667.The geoid height was determined by GEOID03.
 EJ0667
 EJ0667.The dynamic height is computed by dividing the NAVD 88
 EJ0667.geopotential number by the normal gravity value computed on the
 EJ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0667.degrees latitude (g = 980.6199 gals.).
 EJ0667
 EJ0667.The modeled gravity was interpolated from observed gravity values.
 EJ0667
 EJ0667;                    North         East    Units  Estimated Accuracy
 EJ0667;SPC AR S     -   587,630.      324,210.      MT  (+/- 180 meters Scaled)
 EJ0667
 EJ0667                          SUPERSEDED SURVEY CONTROL
 EJ0667
 EJ0667  NGVD 29 (??/??/92)   81.475  (m)          267.31   (f) ADJ UNCH    1 2
 EJ0667
 EJ0667.Superseded values are not recommended for survey control.
 EJ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0667.See file dsdata.txt to determine how the superseded data were derived.
 EJ0667
 EJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU161015(NAD 83)
 EJ0667_MARKER: DB = BENCH MARK DISK
 EJ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0667_STAMPING: FLIRT
 EJ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0667+STABILITY: SURFACE MOTION
 EJ0667
 EJ0667  HISTORY     - Date     Condition        Report By
 EJ0667  HISTORY     - UNK      MONUMENTED       CGS
 EJ0667  HISTORY     - 1935     GOOD             NGS
 EJ0667  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0667  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0667
 EJ0667                          STATION DESCRIPTION
 EJ0667
 EJ0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0667'0.9 MI SW FROM MALVERN.
 EJ0667'.9 MILE SOUTHWEST OF, ALONG THE M.P. RAILROAD, FROM RY. STATION. ABOUT
 EJ0667'235 FEET SOUTHWEST OF CROSSING OF THE C.R.I. AND P. RAILROAD. 87.8
 EJ0667'FEET NORTHEAST OF NORTH END OF RAILROAD BRIDGE NO. 610.  51 FEET EAST
 EJ0667'OF POLE 389+30.  13.3 FEET SOUTHEAST OF RAILROAD CENTERLINE. TABLET
 EJ0667'SET IN PRECAST CONCRETE POST.
 EJ0667
 EJ0667                          STATION RECOVERY (1975)
 EJ0667
 EJ0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0667'MARK NOT FOUND.
 EJ0667
 EJ0667                          STATION RECOVERY (1998)
 EJ0667
 EJ0667'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2638 ***********************************************************************
 EH2638  DESIGNATION -  FLOOD
 EH2638  PID         -  EH2638
 EH2638  STATE/COUNTY-  AR/DESHA
 EH2638  USGS QUAD   -  SNOW LAKE (1967)
 EH2638
 EH2638                         *CURRENT SURVEY CONTROL
 EH2638  ___________________________________________________________________
 EH2638* NAD 83(1997)-  34 03 33.03924(N)    091 04 37.05378(W)     ADJUSTED  
 EH2638* NAVD 88     -        54.575  (meters)     179.05   (feet)  ADJUSTED  
 EH2638  ___________________________________________________________________
 EH2638  X           -     -99,420.201 (meters)                     COMP
 EH2638  Y           -  -5,288,673.934 (meters)                     COMP
 EH2638  Z           -   3,551,902.437 (meters)                     COMP
 EH2638  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 EH2638  ELLIP HEIGHT-          28.29  (meters)          (09/14/99) GPS OBS
 EH2638  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2638  DYNAMIC HT  -          54.521 (meters)     178.87  (feet)  COMP
 EH2638  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 EH2638
 EH2638  HORZ ORDER  -  SECOND
 EH2638  VERT ORDER  -  FIRST     CLASS II
 EH2638  ELLP ORDER  -  FOURTH    CLASS I
 EH2638
 EH2638.The horizontal coordinates were established by classical geodetic methods
 EH2638.and adjusted by the National Geodetic Survey in September 1999..
 EH2638
 EH2638.The orthometric height was determined by differential leveling
 EH2638.and adjusted by the National Geodetic Survey in June 1991..
 EH2638
 EH2638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2638
 EH2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2638
 EH2638.The ellipsoidal height was determined by GPS observations
 EH2638.and is referenced to NAD 83.
 EH2638
 EH2638.The geoid height was determined by GEOID03.
 EH2638
 EH2638.The dynamic height is computed by dividing the NAVD 88
 EH2638.geopotential number by the normal gravity value computed on the
 EH2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2638.degrees latitude (g = 980.6199 gals.).
 EH2638
 EH2638.The modeled gravity was interpolated from observed gravity values.
 EH2638
 EH2638;                    North         East     Units Scale Factor Converg.
 EH2638;SPC AR S     -   554,830.552   485,207.636   MT  0.99991856   +0 30 59.8
 EH2638;SPC AR S     - 1,820,306.57  1,591,885.39   sFT  0.99991856   +0 30 59.8
 EH2638;UTM  15      - 3,770,385.914   677,477.909   MT  0.99998830   +1 04 38.2
 EH2638
 EH2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2638!SPC AR S     -   0.99999556  x   0.99991856  =   0.99991412
 EH2638!UTM  15      -   0.99999556  x   0.99998830  =   0.99998386
 EH2638
 EH2638:                Primary Azimuth Mark                     Grid Az
 EH2638:SPC AR S     -  FLOOD AZ MK                              009 46 21.3
 EH2638:UTM  15      -  FLOOD AZ MK                              009 12 42.9
 EH2638
 EH2638|---------------------------------------------------------------------|
 EH2638| PID    Reference Object                     Distance      Geod. Az  |
 EH2638|                                                           dddmmss.s |
 EH2638| EH2640 FLOOD AZ MK                         APPROX. 1.0 KM 0101721.1 |
 EH2638| EH2639 FLOOD RM 1                           24.193 METERS 01954     |
 EH2638| EH2637 FLOOD RM 2                           25.350 METERS 09757     |
 EH2638|---------------------------------------------------------------------|
 EH2638
 EH2638                          SUPERSEDED SURVEY CONTROL
 EH2638
 EH2638  NAD 83(1997)-  34 03 33.04075(N)    091 04 37.05253(W) AD(       ) 2
 EH2638  NAD 83(1986)-  34 03 33.04755(N)    091 04 37.05005(W) AD(       ) 2
 EH2638  NAD 27      -  34 03 32.67108(N)    091 04 36.64880(W) AD(       ) 2
 EH2638  NGVD 29 (??/??/??)   54.624  (m)          179.21   (f) ADJUSTED    1 2
 EH2638
 EH2638.Superseded values are not recommended for survey control.
 EH2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2638.See file dsdata.txt to determine how the superseded data were derived.
 EH2638
 EH2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7747870386(NAD 83)
 EH2638_MARKER: DS = TRIANGULATION STATION DISK
 EH2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2638_SP_SET: CONCRETE POST
 EH2638_STAMPING: FLOOD 1964
 EH2638_MARK LOGO: CGS   
 EH2638_PROJECTION: RECESSED 1 CENTIMETERS
 EH2638_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2638+STABILITY: SURFACE MOTION
 EH2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2638+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH2638
 EH2638  HISTORY     - Date     Condition        Report By
 EH2638  HISTORY     - 1964     MONUMENTED       CGS
 EH2638  HISTORY     - 1985     GOOD             NGS
 EH2638  HISTORY     - 1985     GOOD             NGS
 EH2638  HISTORY     - 20001011 GOOD             USE
 EH2638
 EH2638                          STATION DESCRIPTION
 EH2638
 EH2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2638'THE STATION IS 17-1/2 MILES SOUTH AND 13-1/2 MILES WEST
 EH2638'OF ELAINE, 11-1/2 MILES NORTH AND 10-1/2 MILES EAST OF WATSON,
 EH2638'3 MILES WEST OF SNOW LAKE, AND ON PROPERTY CONTROLLED BY
 EH2638'THE LEVEE BOARD.
 EH2638'
 EH2638'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SNOW LAKE,
 EH2638'GO NORTHWEST ON STATE ROUTE 85 FOR 0.35 MILE TO A ROAD FORK
 EH2638'WHERE ROUTE 85 BEARS RIGHT AND A GRAVEL ROAD CONTINUES
 EH2638'STRAIGHT AHEAD, PASSING IN FRONT OF THE CARRIE L. KING SCHOOL.
 EH2638'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST ON THE GRAVEL ROAD
 EH2638'FOR 0.2 MILE TO A ROAD FORK AT THE BASE OF A LEVEE.  TURN
 EH2638'LEFT AND GO SOUTHWEST ON A GRADED ROAD ALONG THE SOUTHEAST
 EH2638'SIDE OF THE LEVEE FOR 1.8 MILES TO A ROAD FORK.  BEAR RIGHT
 EH2638'AND GO WEST ON A GRADED ROAD FOR 0.1 MILE TO A ROAD FORK
 EH2638'ON THE TOP OF THE LEVEE.  BEAR RIGHT, PASSING OVER A CATTLE
 EH2638'GUARD, AND GO NORTHWEST ON THE LEVEE ROAD FOR 0.9 MILE TO
 EH2638'A ROAD CROSSING OVER THE LEVEE BETWEEN TWO CATTLE GUARDS.
 EH2638'CONTINUE NORTHWEST ON THE LEVEE ROAD FOR 0.3 MILE TO A
 EH2638'CURVE IN THE LEVEE AND THE STATION ON THE LEFT.
 EH2638'
 EH2638'STATION MARKS ARE STANDARD DISKS STAMPED FLOOD 1964.  THE
 EH2638'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH
 EH2638'WITH THE SURFACE OF THE GROUND.  IT IS 28 FEET SOUTHWEST
 EH2638'OF THE CENTER OF THE LEVEE ROAD AT THE CURVE, AND 5.2 FEET
 EH2638'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 EH2638'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 EH2638'OF THE GROUND.
 EH2638'
 EH2638'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLOOD NO 1
 EH2638'1964, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EH2638'SURFACE OF THE GROUND.  IT IS 84.3 FEET NORTH OF THE METAL
 EH2638'WITNESS POST, AND 13 FEET EAST OF THE CENTER OF THE LEVEE
 EH2638'ROAD.
 EH2638'
 EH2638'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLOOD NO 2
 EH2638'1964, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EH2638'SURFACE OF THE GROUND.  IT IS 83 FEET EAST OF THE METAL
 EH2638'WITNESS POST, AND 14.5 FEET NORTH OF THE CENTER OF THE LEVEE
 EH2638'ROAD.
 EH2638'
 EH2638'AZIMUTH MARK, A STANDARD DISK STAMPED FLOOD 1964, IS SET
 EH2638'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 EH2638'GROUND.  IT IS 22 FEET EAST OF THE CENTER OF THE LEVEE ROAD,
 EH2638'4.5 FEET WEST OF MILE POST 40, AND 4 FEET WEST OF A METAL
 EH2638'WITNESS POST.
 EH2638'
 EH2638'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 EH2638'LEVEE ROAD FOR 0.6 MILE TO MILE POST 40, A METAL WITNESS
 EH2638'POST, AND THE AZIMUTH MARK ON THE RIGHT.
 EH2638'
 EH2638'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2638'
 EH2638'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 EH2638
 EH2638                          STATION RECOVERY (1985)
 EH2638
 EH2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2638'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 EH2638'WERE RECOVERED IN GOOD CONDITION.  OWNERSHIP-WHITE RIVER
 EH2638'DISTRICT PHILLIPS AND DESHA COUNTIES, ARKANSAS.
 EH2638'
 EH2638'TO REACH FROM THE END OF THE PAVEMENT OF STATE HIGHWAY 85 IN SNOW
 EH2638'LAKE (AT A RAILROAD CROSSING), GO NORTHWEST ON HIGHWAY 85 FOR
 EH2638'0.55 KM (0.35 MI) TO A FORK.  KEEP LEFT ON A DIRT ROAD FOR
 EH2638'0.33 KM (0.2 MI) TO A ROAD LEFT AT A LEVEE.  TURN LEFT,
 EH2638'SOUTHWEST, ALONG SOUTHEAST SIDE OF LEVEE FOR 3.05 KM (1.9 MI)
 EH2638'TO A FORK ON TOP OF THE LEVEE.  BEAR RIGHT, NORTHWEST, ON LEVEE
 EH2638'ROAD FOR 1.45 KM (0.9 MI) TO A ROAD CROSSING.   CONTINUE AHEAD
 EH2638'FOR 0.50 KM (0.3 MI) TO A SHARP TURN RIGHT AND STATION ON THE
 EH2638'LEFT.  TO REACH THE AZIMUTH MARK, CONTINUE NORTHERLY ON
 EH2638'THE LEVEE ROAD FOR 0.95 KM (0.6 MI) TO A MILEPOST AND
 EH2638'THE MARK ON THE RIGHT.
 EH2638'
 EH2638'STATION MARK IS 1 CM BELOW GROUND, AT A WIDE SPOT ON THE OUTSIDE
 EH2638'OF THE CURVE. 9 METERS SOUTHWEST OF THE ROAD CENTER, ON THE
 EH2638'EXTENDED CENTER OF ROAD TO SOUTHEAST, 0.4 METER NORTH OF A
 EH2638'FIBERGLASS WITNESS POST, AND 0.4 METER EAST OF A FIBERGLASS
 EH2638'WITNESS POST.
 EH2638'
 EH2638'REFERENCE MARK 1 IS FLUSH, 4.5 METERS EAST-SOUTHEAST OF THE ROAD
 EH2638'CENTER AND 23.5 METERS NORTH-NORTHEAST OF THE EXTENDED CENTER
 EH2638'OF ROAD TO SOUTHEAST.
 EH2638'
 EH2638'REFERENCE MARK 2 IS FLUSH, 4.5 METERS NORTHEAST OF THE ROAD
 EH2638'CENTER AND 23.5 METERS SOUTHEAST OF THE EXTENDED ROAD CENTER
 EH2638'OF ROAD TO NORTH.
 EH2638'
 EH2638'AZIMUTH MARK PROJECTS 1 CM.  IT IS 7.3 METERS EAST OF
 EH2638'THE ROAD CENTER, ABOUT 15 METERS SOUTHEAST OF THE
 EH2638'JUNCTION OF THE CENTER OF THE CENTER OF THE ROAD
 EH2638'AND A RAMP LEADING SOUTHWEST, 1.6 MMETERS WEST
 EH2638'OF THE MILEPOST, 0.4 METER SOUTH OF A FIBERGLASS
 EH2638'WITNESS POST, AND 0.2 METER LOWER THAN THE ROAD.
 EH2638
 EH2638                          STATION RECOVERY (1985)
 EH2638
 EH2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2638'7.1 KM (4.4 MI) SW FROM SNOW LAKE.
 EH2638'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  3.4 KM
 EH2638'(2.1 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH2638'JUNCTION OF STATE ROUTE 85 IN SNOW LAKE, THENCE 1.7 KM (1.05 MI)
 EH2638'NORTHERLY ALONG THE TOP OF THE MAIN LEVEE TO THE JUNCTION OF THE LEVEE
 EH2638'ROADS, THENCE 2.0 KM (1.25 MI) NORTH-NORTHWEST ALONG THE TOP OF THE
 EH2638'MAIN LEVEE, AT  SHARP CURVE IN THE LEVEE NORTH AND A TRIANGLE SHAPED
 EH2638'WIDE SPOT IN THE LEVEE ROAD, ON THE EXTENDED CENTER OF THE LEVEE ROAD
 EH2638'NORTH, SET BETWEEN TWO WITNESS POSTS, 9.0 METERS (29.5 FT) SOUTHWEST
 EH2638'OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 1.0 METER (3.3 FT)
 EH2638'SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF THE LEVEE ROAD LEADING
 EH2638'SOUTHEAST, AND 24.1 METERS (79.0 FT) SOUTH OF REFERENCE MARK 1.
 EH2638'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 EH2638'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
 EH2638
 EH2638                          STATION RECOVERY (2000)
 EH2638
 EH2638'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2640 ***********************************************************************
 EH2640  DESIGNATION -  FLOOD AZ MK
 EH2640  PID         -  EH2640
 EH2640  STATE/COUNTY-  AR/DESHA
 EH2640  USGS QUAD   -  SNOW LAKE (1967)
 EH2640
 EH2640                         *CURRENT SURVEY CONTROL
 EH2640  ___________________________________________________________________
 EH2640* NAD 83(1997)-  34 04 04.32774(N)    091 04 30.22855(W)     ADJUSTED  
 EH2640* NAVD 88     -        53.373  (meters)     175.11   (feet)  ADJUSTED  
 EH2640  ___________________________________________________________________
 EH2640  X           -     -99,235.050 (meters)                     COMP
 EH2640  Y           -  -5,288,136.320 (meters)                     COMP
 EH2640  Z           -   3,552,700.404 (meters)                     COMP
 EH2640  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 EH2640  ELLIP HEIGHT-          27.07  (meters)          (09/14/99) GPS OBS
 EH2640  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH2640  DYNAMIC HT  -          53.320 (meters)     174.93  (feet)  COMP
 EH2640  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 EH2640
 EH2640  HORZ ORDER  -  SECOND
 EH2640  VERT ORDER  -  FIRST     CLASS II
 EH2640  ELLP ORDER  -  FOURTH    CLASS I
 EH2640
 EH2640.The horizontal coordinates were established by GPS observations
 EH2640.and adjusted by the National Geodetic Survey in September 1999..
 EH2640
 EH2640.The orthometric height was determined by differential leveling
 EH2640.and adjusted by the National Geodetic Survey in June 1991..
 EH2640
 EH2640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2640
 EH2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2640
 EH2640.The ellipsoidal height was determined by GPS observations
 EH2640.and is referenced to NAD 83.
 EH2640
 EH2640.The geoid height was determined by GEOID03.
 EH2640
 EH2640.The dynamic height is computed by dividing the NAVD 88
 EH2640.geopotential number by the normal gravity value computed on the
 EH2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2640.degrees latitude (g = 980.6199 gals.).
 EH2640
 EH2640.The modeled gravity was interpolated from observed gravity values.
 EH2640
 EH2640;                    North         East     Units Scale Factor Converg.
 EH2640;SPC AR S     -   555,796.078   485,373.936   MT  0.99991864   +0 31 03.6
 EH2640;SPC AR S     - 1,823,474.30  1,592,430.99   sFT  0.99991864   +0 31 03.6
 EH2640;UTM  15      - 3,771,353.089   677,634.762   MT  0.99998898   +1 04 42.9
 EH2640
 EH2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2640!SPC AR S     -   0.99999575  x   0.99991864  =   0.99991439
 EH2640!UTM  15      -   0.99999575  x   0.99998898  =   0.99998473
 EH2640
 EH2640:                Primary Azimuth Mark                     Grid Az
 EH2640:SPC AR S     -  FLOOD                                    189 46 21.3
 EH2640:UTM  15      -  FLOOD                                    189 12 42.0
 EH2640
 EH2640|---------------------------------------------------------------------|
 EH2640| PID    Reference Object                     Distance      Geod. Az  |
 EH2640|                                                           dddmmss.s |
 EH2640| EH2638 FLOOD                               APPROX. 1.0 KM 1901724.9 |
 EH2640|---------------------------------------------------------------------|
 EH2640
 EH2640                          SUPERSEDED SURVEY CONTROL
 EH2640
 EH2640  NAD 83(1997)-  34 04 04.32894(N)    091 04 30.22761(W) AD(       ) 2
 EH2640  NAD 83(1986)-  34 04 04.33504(N)    091 04 30.22404(W) AD(       ) 2
 EH2640  NGVD 29 (??/??/??)   53.422  (m)          175.27   (f) ADJUSTED    1 2
 EH2640
 EH2640.Superseded values are not recommended for survey control.
 EH2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2640.See file dsdata.txt to determine how the superseded data were derived.
 EH2640
 EH2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7763571353(NAD 83)
 EH2640_MARKER: DZ = AZIMUTH MARK DISK
 EH2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2640_SP_SET: CONCRETE POST
 EH2640_STAMPING: FLOOD 1964
 EH2640_MARK LOGO: CGS   
 EH2640_PROJECTION: PROJECTING 1 CENTIMETERS
 EH2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2640+STABILITY: SURFACE MOTION
 EH2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2640+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH2640
 EH2640  HISTORY     - Date     Condition        Report By
 EH2640  HISTORY     - 1985     MONUMENTED       NGS
 EH2640  HISTORY     - 1985     GOOD             NGS
 EH2640
 EH2640                          STATION DESCRIPTION
 EH2640
 EH2640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2640'STATION IS LOCATED ABOUT 5 KM (2 MI) WEST OF SNOW LAKE,
 EH2640'ON A NORTH-SOUTH LEVEE BORDERING THE WHITE RIVER
 EH2640'NATIONAL WILDLIFE REFUGE, 1.0 KM (0.6 MI) NORTH
 EH2640'OF FLOOD 1964, AT A MILEPOST IN T 7 S , R 1 W,
 EH2640'CENTERAL SECTION 24.  OWNERSHIP--WHITE RIVER
 EH2640'DISTRICT PHILLIPS AND DESHA COUNTIES, ARKANSAS.
 EH2640'
 EH2640'TO REACH FROM THE END OF THE PAVEMENT OF STATE HIGHWAY
 EH2640'85 IN SNOW LAKE (AT A RAILROAD CROSSING), GO NORTHWEST
 EH2640'ON HIGHWAY 85 FOR 0.55 KM (0.35 MI) TO A FORK.
 EH2640'KEEP LEFT ON A DIRT ROAD FOR 0.33 KM (0.2 MI)
 EH2640'TO A ROAD LEFT AT A LEVEE.  TURN LEFT, SOUTHWEST,
 EH2640'ALONG BASE OF  LEVEE FOR 3.05 KM (1.9 MI) TO
 EH2640'A FORK ON TOP OF LEVEE. BEAR RIGHT NORTHWEST,
 EH2640'ON LEVEE ROAD FOR 1.95 KM (1.2 MI) TO FLOOD
 EH2640'1964 ON THE LEFT AT A SHARP TURN RIGHT.  TURN
 EH2640'RIGHT ON LEVEE ROAD FOR 0.95 KM (0.6 MI) TO A MILEPOST
 EH2640'AND THE STATION ON THE RIGHT.
 EH2640'
 EH2640'STATION MARK, A STANDARD NGS AZIMUTH DISK STAMPED--FLOOD 1964--,
 EH2640'IS SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 CM.
 EH2640'IT IS 7.3 METERS EAST OF THE ROAD CENTER, ABOUT 15 METERS
 EH2640'SOUTHEAST OF THE JUNCTION OF THE LEVEE ROAD WITH A RAMP
 EH2640'LEADING SOUTHWEST, 1.6 METERS WEST OF THE MILEPOST, 0.4 METER
 EH2640'SOUTH OF THE FIBERGLASS WITNESS POST, AND 0.2 METER LOWER
 EH2640'THAN THE ROAD.  NO UNDERGROUND MARK FOR THIS STATION.
 EH2640'
 EH2640'THIS STATION IS INTERVISIBLE WITH FLOOD 1964.
 EH2640
 EH2640                          STATION RECOVERY (1985)
 EH2640
 EH2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2640'8.1 KM (5.0 MI) SW FROM SNOW LAKE.
 EH2640'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  3.4 KM
 EH2640'(2.1 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH2640'JUNCTION OF STATE ROUTE 85 IN SNOW LAKE, THENCE 1.7 KM (1.05 MI)
 EH2640'NORTHERLY ALONG THE TOP OF THE MAIN LEVEE TO THE JUNCTION OF THE LEVEE
 EH2640'ROADS, THENCE 2.0 KM (1.25 MI) WEST-NORTHWEST ALONG THE TOP OF THE
 EH2640'MAIN LEVEE TO TRIANGULATION STATION FLOOD, THENCE 0.95 KM (0.6 MI)
 EH2640'NORTH ALONG THE TOP OF THE MAIN LEVEE TO THE AZMUTH MARK ON THE RIGHT,
 EH2640'7.3 METERS (23.9 FT) EAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD,
 EH2640'15.0 METERS (49.2 FT) SOUTHEAST OF THE CENTER OF THE JUNCTION ROAD AND
 EH2640'A RAMP LEADING SOUTHWEST, AND 1.6 METERS (5.2 FT) WEST OF A MILEPOST
 EH2640'MARKER.
 EH2640'THE MARK IS 0.41 METERS  S FROM A WITNESS POST.
 EH2640'THE MARK IS 0.2 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2639 ***********************************************************************
 EH2639  DESIGNATION -  FLOOD RM 1
 EH2639  PID         -  EH2639
 EH2639  STATE/COUNTY-  AR/DESHA
 EH2639  USGS QUAD   -  SNOW LAKE (1967)
 EH2639
 EH2639                         *CURRENT SURVEY CONTROL
 EH2639  ___________________________________________________________________
 EH2639* NAD 83(1986)-  34 03 33.     (N)    091 04 37.     (W)     SCALED    
 EH2639* NAVD 88     -        54.378  (meters)     178.41   (feet)  ADJUSTED  
 EH2639  ___________________________________________________________________
 EH2639  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2639  DYNAMIC HT  -          54.324 (meters)     178.23  (feet)  COMP
 EH2639  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 EH2639
 EH2639  VERT ORDER  -  FIRST     CLASS II
 EH2639
 EH2639.The horizontal coordinates were scaled from a topographic map and have
 EH2639.an estimated accuracy of +/- 6 seconds.
 EH2639
 EH2639.The orthometric height was determined by differential leveling
 EH2639.and adjusted by the National Geodetic Survey in June 1991..
 EH2639
 EH2639.The geoid height was determined by GEOID03.
 EH2639
 EH2639.The dynamic height is computed by dividing the NAVD 88
 EH2639.geopotential number by the normal gravity value computed on the
 EH2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2639.degrees latitude (g = 980.6199 gals.).
 EH2639
 EH2639.The modeled gravity was interpolated from observed gravity values.
 EH2639
 EH2639;                    North         East    Units  Estimated Accuracy
 EH2639;SPC AR S     -   554,830.      485,210.      MT  (+/- 180 meters Scaled)
 EH2639
 EH2639                          SUPERSEDED SURVEY CONTROL
 EH2639
 EH2639  NGVD 29 (??/??/??)   54.427  (m)          178.57   (f) ADJUSTED    1 2
 EH2639
 EH2639.Superseded values are not recommended for survey control.
 EH2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2639.See file dsdata.txt to determine how the superseded data were derived.
 EH2639
 EH2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT774703(NAD 83)
 EH2639_MARKER: DR = REFERENCE MARK DISK
 EH2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2639_SP_SET: CONCRETE POST
 EH2639_STAMPING: FLOOD NO 1 1964
 EH2639_MARK LOGO: CGS   
 EH2639_PROJECTION: FLUSH
 EH2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2639+STABILITY: SURFACE MOTION
 EH2639
 EH2639  HISTORY     - Date     Condition        Report By
 EH2639  HISTORY     - 1964     MONUMENTED       CGS
 EH2639  HISTORY     - 1985     GOOD             NGS
 EH2639
 EH2639                          STATION DESCRIPTION
 EH2639
 EH2639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2639'7.0 KM (4.4 MI) SW FROM SNOW LAKE.
 EH2639'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  3.4 KM
 EH2639'(2.1 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH2639'JUNCTION OF STATE ROUTE 85 IN SNOW LAKE, THENCE 1.7 KM (1.05 MI)
 EH2639'NORTHERLY ALONG THE TOP OF THE MAIN LEVEE TO THE JUNCTION OF THE LEVEE
 EH2639'ROADS, THENCE 2.0 KM (1.25 MI) WEST-NORTHWEST ALONG THE TOP OF THE
 EH2639'MAIN LEVEE, AT A SHARP CURVE IN THE LEVEE (NORTH), AT A WIDE SPOT IN
 EH2639'THE ROAD, 4.5 METERS (14.8 FT) EAST-SOUTHEAST OF THE APPROXIMATE
 EH2639'CENTER OF THE LEVEE ROAD, 23.5 METERS (77.1 FT) NORTH-NORTHEAST OF THE
 EH2639'EXTENDED CENTER OF A LEVEE ROAD LEADING SOUTHEAST, AND 24.2 METERS
 EH2639'(79.4 FT) NORTH OF TRIANGULATION STATION FLOOD.
 EH2639'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH2639'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2637 ***********************************************************************
 EH2637  DESIGNATION -  FLOOD RM 2
 EH2637  PID         -  EH2637
 EH2637  STATE/COUNTY-  AR/DESHA
 EH2637  USGS QUAD   -  SNOW LAKE (1967)
 EH2637
 EH2637                         *CURRENT SURVEY CONTROL
 EH2637  ___________________________________________________________________
 EH2637* NAD 83(1986)-  34 03 33.     (N)    091 04 37.     (W)     SCALED    
 EH2637* NAVD 88     -        54.489  (meters)     178.77   (feet)  ADJUSTED  
 EH2637  ___________________________________________________________________
 EH2637  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2637  DYNAMIC HT  -          54.435 (meters)     178.59  (feet)  COMP
 EH2637  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 EH2637
 EH2637  VERT ORDER  -  FIRST     CLASS II
 EH2637
 EH2637.The horizontal coordinates were scaled from a topographic map and have
 EH2637.an estimated accuracy of +/- 6 seconds.
 EH2637
 EH2637.The orthometric height was determined by differential leveling
 EH2637.and adjusted by the National Geodetic Survey in June 1991..
 EH2637
 EH2637.The geoid height was determined by GEOID03.
 EH2637
 EH2637.The dynamic height is computed by dividing the NAVD 88
 EH2637.geopotential number by the normal gravity value computed on the
 EH2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2637.degrees latitude (g = 980.6199 gals.).
 EH2637
 EH2637.The modeled gravity was interpolated from observed gravity values.
 EH2637
 EH2637;                    North         East    Units  Estimated Accuracy
 EH2637;SPC AR S     -   554,830.      485,210.      MT  (+/- 180 meters Scaled)
 EH2637
 EH2637                          SUPERSEDED SURVEY CONTROL
 EH2637
 EH2637  NGVD 29 (??/??/??)   54.538  (m)          178.93   (f) ADJUSTED    1 2
 EH2637
 EH2637.Superseded values are not recommended for survey control.
 EH2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2637.See file dsdata.txt to determine how the superseded data were derived.
 EH2637
 EH2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT774703(NAD 83)
 EH2637_MARKER: DR = REFERENCE MARK DISK
 EH2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2637_SP_SET: CONCRETE POST
 EH2637_STAMPING: FLOOD NO 2 1964
 EH2637_MARK LOGO: CGS   
 EH2637_PROJECTION: FLUSH
 EH2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2637+STABILITY: SURFACE MOTION
 EH2637
 EH2637  HISTORY     - Date     Condition        Report By
 EH2637  HISTORY     - 1964     MONUMENTED       CGS
 EH2637  HISTORY     - 1985     GOOD             NGS
 EH2637
 EH2637                          STATION DESCRIPTION
 EH2637
 EH2637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2637'7.1 KM (4.4 MI) SW FROM SNOW LAKE.
 EH2637'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  3.4 KM
 EH2637'(2.1 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH2637'JUNCTION OF STATE ROUTE 85 IN SNOW LAKE, THENCE 1.7 KM (1.05 MI)
 EH2637'NORTHERLY ALONG THE TOP OF THE MAIN LEVEE TO THE JUNCTION OF THE LEVEE
 EH2637'ROADS, THENCE 2.0 KM (1.25 MI) WEST-NORTHWEST ALONG THE TOP OF THE
 EH2637'MAIN LEVEE, AT A SHARP CURVE TO THE NORTH, 4.5 METERS (14.8 FT)
 EH2637'NORTHEAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 23.5 METERS
 EH2637'(77.1 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE ROAD (NORTH), AND
 EH2637'25.4 METERS (83.2 FT) EAST OF TRIANGULATION STATION FLOOD.
 EH2637'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH2637'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2981 ***********************************************************************
 EH2981  DESIGNATION -  FLUMES
 EH2981  PID         -  EH2981
 EH2981  STATE/COUNTY-  AR/ARKANSAS
 EH2981  USGS QUAD   -  DE WITT SW (1968)
 EH2981
 EH2981                         *CURRENT SURVEY CONTROL
 EH2981  ___________________________________________________________________
 EH2981* NAD 83(1997)-  34 17 48.70572(N)    091 29 31.92200(W)     ADJUSTED  
 EH2981* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 EH2981  ___________________________________________________________________
 EH2981  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EH2981  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EH2981
 EH2981  HORZ ORDER  -  SECOND
 EH2981
 EH2981.The horizontal coordinates were established by classical geodetic methods
 EH2981.and adjusted by the National Geodetic Survey in September 1999..
 EH2981
 EH2981.The orthometric height was scaled from a topographic map.
 EH2981
 EH2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2981
 EH2981.The geoid height was determined by GEOID03.
 EH2981
 EH2981;                    North         East     Units Scale Factor Converg.
 EH2981;SPC AR S     -   580,925.662   446,745.604   MT  0.99992892   +0 17 03.2
 EH2981;SPC AR S     - 1,905,920.28  1,465,697.87   sFT  0.99992892   +0 17 03.2
 EH2981;UTM  15      - 3,796,101.284   638,761.658   MT  0.99983735   +0 50 59.1
 EH2981
 EH2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2981!SPC AR S     -   0.99999473  x   0.99992892  =   0.99992365
 EH2981!UTM  15      -   0.99999473  x   0.99983735  =   0.99983208
 EH2981
 EH2981:                Primary Azimuth Mark                     Grid Az
 EH2981:SPC AR S     -  ALMYRA MUNICIPAL TANK                    031 34 38.3
 EH2981:UTM  15      -  ALMYRA MUNICIPAL TANK                    031 00 42.4
 EH2981
 EH2981|---------------------------------------------------------------------|
 EH2981| PID    Reference Object                     Distance      Geod. Az  |
 EH2981|                                                           dddmmss.s |
 EH2981| EH2982 ALMYRA MUNICIPAL TANK               APPROX.14.2 KM 0315141.5 |
 EH2981| CY6052 FLUMES RM 1                          31.148 METERS 04922     |
 EH2981| CY6051 FLUMES AZ MK                                       0861227.4 |
 EH2981| EH1369 E 116                                50.140 METERS 29140     |
 EH2981|---------------------------------------------------------------------|
 EH2981
 EH2981                          SUPERSEDED SURVEY CONTROL
 EH2981
 EH2981  NAD 83(1986)-  34 17 48.71336(N)    091 29 31.91655(W) AD(       ) 2
 EH2981  NAD 27      -  34 17 48.35841(N)    091 29 31.46974(W) AD(       ) 2
 EH2981
 EH2981.Superseded values are not recommended for survey control.
 EH2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2981.See file dsdata.txt to determine how the superseded data were derived.
 EH2981
 EH2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3876296101(NAD 83)
 EH2981_MARKER: DS = TRIANGULATION STATION DISK
 EH2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2981
 EH2981  HISTORY     - Date     Condition        Report By
 EH2981  HISTORY     - 1965     MONUMENTED       CGS
 EH2981  HISTORY     - 1987     GOOD             USPSQD
 EH2981
 EH2981                          STATION DESCRIPTION
 EH2981
 EH2981'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2981'STATION IS ABOUT 10-1/2 MILES SOUTH-SOUTHEAST OF STUTTGART,
 EH2981'9 MILES WEST OF DEWITT, IN THE NORTHWEST CORNER OF SECTION
 EH2981'6, T. 5 S., R. 4 W., AND ON THE PROPERTY OF MR. RALPH RHODES.
 EH2981'
 EH2981'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH2981'11 AND 130 AT THE SOUTHEAST EDGE OF STUTTGART, GO SOUTH ON
 EH2981'HIGHWAY 11 FOR 9.45 MILES TO A CROSSROAD (JUNCTION WITH STATE
 EH2981'HIGHWAY 152).  CONTINUE SOUTH AND EAST ON STATE HIGHWAY 11
 EH2981'AND 152 FOR 5.45 MILES TO A CROSSROAD (HIGHWAY 11 TURNS SOUTH)
 EH2981'AND THE STATION IN THE SOUTHEAST ANGLE OF THE CROSSROAD.
 EH2981'
 EH2981'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 EH2981'HIGHWAY 152 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EH2981'
 EH2981'STATION MARKS ARE STANDARD DISKS STAMPED FLUMES 1965.  THE
 EH2981'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH
 EH2981'IS 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 164 FEET
 EH2981'SOUTHEAST OF THE NORTHEAST CORNER OF A CYCLONE FENCE AROUND
 EH2981'A POWER TRANSFORMER STATION, 119 FEET SOUTH OF THE CENTERLINE
 EH2981'OF STATE HIGHWAY 152, 103 FEET SOUTHWEST OF A POWER POLE,
 EH2981'68 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 11, 40 FEET
 EH2981'NORTHEAST OF A TELEPHONE POLE, AND 30 FEET NORTHEAST OF A
 EH2981'POWER POLE GUY POLE.  THE UNDERGROUND DISK IS SET IN AN
 EH2981'IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE SURFACE OF
 EH2981'THE GROUND.
 EH2981'
 EH2981'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLUMES NO 1
 EH2981'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2981'1 INCH.  IT IS 50 FEET SOUTH OF THE CENTERLINE OF STATE
 EH2981'HIGHWAY 152, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND
 EH2981'2 FEET WEST OF THE POWER POLE.
 EH2981'
 EH2981'BENCH MARK E 116, A STANDARD U.S. COAST AND GEODETIC SURVEY
 EH2981'BENCH MARK DISK STAMPED E 116 1954, IS SET IN THE TOP OF A
 EH2981'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 88
 EH2981'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 11, 60 FEET
 EH2981'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 11 AND 152, 18 FEET
 EH2981'SOUTH OF A POWER POLE, AND 1.5 FEET NORTHEAST OF THE NORTHEAST
 EH2981'CORNER OF A CYCLONE FENCE AROUND THE POWER TRANSFORMER STATION.
 EH2981'
 EH2981'AZIMUTH MARK, A STANDARD DISK STAMPED FLUMES 1965, IS SET IN
 EH2981'A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 38
 EH2981'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 152, 22 FEET
 EH2981'SOUTHWEST OF THE WEST END OF AN IRRIGATION DITCH, 1.5 FEET
 EH2981'SOUTH OF A TELEPHONE POLE, AND 1 FOOT WEST OF A METAL WITNESS
 EH2981'POST.
 EH2981'
 EH2981'NOTE- REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION.
 EH2981'
 EH2981'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2981
 EH2981                          STATION RECOVERY (1987)
 EH2981
 EH2981'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH2981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1918 ***********************************************************************
 FG1918  DESIGNATION -  FLY GAP
 FG1918  PID         -  FG1918
 FG1918  STATE/COUNTY-  AR/FRANKLIN
 FG1918  USGS QUAD   -  CASS (1973)
 FG1918
 FG1918                         *CURRENT SURVEY CONTROL
 FG1918  ___________________________________________________________________
 FG1918* NAD 83(1997)-  35 45 00.20271(N)    093 47 06.76911(W)     ADJUSTED  
 FG1918* NAVD 88     -       722.7    (meters)    2371.     (feet)  VERTCON   
 FG1918  ___________________________________________________________________
 FG1918  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FG1918  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FG1918
 FG1918  HORZ ORDER  -  FIRST
 FG1918
 FG1918.The horizontal coordinates were established by classical geodetic methods
 FG1918.and adjusted by the National Geodetic Survey in September 1999..
 FG1918
 FG1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1918
 FG1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1918
 FG1918.The geoid height was determined by GEOID03.
 FG1918
 FG1918;                    North         East     Units Scale Factor Converg.
 FG1918;SPC AR N     -   158,637.696   238,550.693   MT  0.99994011   -1 02 19.7
 FG1918;SPC AR N     -   520,463.84    782,645.07   sFT  0.99994011   -1 02 19.7
 FG1918;UTM  15      - 3,956,510.849   429,007.212   MT  0.99966210   -0 27 31.6
 FG1918
 FG1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1918!SPC AR N     -   0.99989100  x   0.99994011  =   0.99983111
 FG1918!UTM  15      -   0.99989100  x   0.99966210  =   0.99955313
 FG1918
 FG1918|---------------------------------------------------------------------|
 FG1918| PID    Reference Object                     Distance      Geod. Az  |
 FG1918|                                                           dddmmss.s |
 FG1918| FG1930 FLY GAP LOT                          19.776 METERS 02527     |
 FG1918| CI0905 FLY GAP RM 2                         18.025 METERS 02845     |
 FG1918| CI0904 FLY GAP RM 1                         23.662 METERS 28602     |
 FG1918| CI0903 FLY GAP AZ MK                                      3403911.9 |
 FG1918|---------------------------------------------------------------------|
 FG1918
 FG1918                          SUPERSEDED SURVEY CONTROL
 FG1918
 FG1918  NAD 83(1997)-  35 45 00.21396(N)    093 47 06.76932(W) AD(       ) 1
 FG1918  NAD 83(1986)-  35 45 00.21342(N)    093 47 06.76904(W) AD(       ) 1
 FG1918  NAD 27      -  35 44 59.92543(N)    093 47 06.07446(W) AD(       ) 1
 FG1918  NGVD 29 (07/19/86)  722.6    (m)         2371.     (f) VERT ANG       
 FG1918
 FG1918.Superseded values are not recommended for survey control.
 FG1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1918.See file dsdata.txt to determine how the superseded data were derived.
 FG1918
 FG1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2900756511(NAD 83)
 FG1918_MARKER: DS = TRIANGULATION STATION DISK
 FG1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1918_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1918
 FG1918  HISTORY     - Date     Condition        Report By
 FG1918  HISTORY     - 1971     MONUMENTED       NGS
 FG1918  HISTORY     - 1985     GOOD             USDA
 FG1918
 FG1918                          STATION DESCRIPTION
 FG1918
 FG1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1918'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF OZARK, 5 MILES SOUTH
 FG1918'AND 1 MILE WEST OF SAINT PAUL, 1-1/4 MILES EAST OF STATE HIGHWAY 23,
 FG1918'AT THE FLY GAP LOOKOUT TOWER SITE, IN THE SOUTHEAST 1/4 OF SECTION
 FG1918'31, R 26 W., T 13 N., AND ON PROPERTY OF THE OZARK NATIONAL FOREST.
 FG1918'
 FG1918'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FG1918'HIGHWAY 23, ABOUT 1 MILE WEST OF THE DOWNTOWN BUSINESS SECTION OF
 FG1918'OZARK, GO NORTH ON STATE HIGHWAY 23 FOR 16.1 MILES TO THE U. S.
 FG1918'FOREST SERVICE CASS WORK CENTER ON RIGHT IN CASS.  CONTINUE AHEAD ON
 FG1918'STATE HIGHWAY 23 AND GO NORTHERLY FOR 6.6 MILES TO A BLADED ROAD
 FG1918'ON RIGHT IN CURVE.  KEEP RIGHT AND GO EASTERLY ON BLADED ROAD FOR
 FG1918'1.75 MILES TO THE AZIMUTH MARK ON LEFT AT A POWER LINE POLE.
 FG1918'CONTINUE AHEAD EASTERLY ON BLADED ROAD FOR 150 FEET TO A SIDE
 FG1918'ROAD RIGHT AND A SIGN ON LEFT FLY GAP TOWER.  TURN RIGHT AND GO
 FG1918'SOUTH FOLLOWING BLADED ROAD FOR 0.15 MILE TO THE LOOKOUT TOWER AND
 FG1918'STATION.
 FG1918'
 FG1918'STATION MARK IS A STANDARD DISK STAMPED FLY GAP 1971.  THE SURFACE
 FG1918'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FG1918'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 66 FEET
 FG1918'SOUTHEAST LEG OF THE LOOKOUT TOWER, 55 FEET SOUTHWEST OF THE
 FG1918'SOUTHEAST LEG OF THE LOOKOUT TOWER AND 30 FEET SOUTH OF AN 18-INCH
 FG1918'OAK TREE WITH A TRIANGLE BLAZE.  THE UNDERGROUND MARK IS A STANDARD
 FG1918'DISK STAMPED FLY GAP 1971 AND IS SET 28-INCHES BELOW THE GROUND
 FG1918'SURFACE.
 FG1918'
 FG1918'REFERENCE MARK 1, A STANDARD DISK STAMPED FLY GAP NO 1 1971, IS SET
 FG1918'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 FG1918'8-INCHES ABOVE THE GROUND SURFACE.  IT IS 99 FEET SOUTHWEST OF
 FG1918'THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 75 FEET SOUTHWEST OF THE
 FG1918'18-INCH OAK TREE WITH A TRIANGLE BLAZE, 26 FEET NORTHEAST OF THE
 FG1918'NORTHWEST CORNER OF AN OLD ROCK FOUNDATION AND IS ABOUT 2 FEET
 FG1918'HIGHER IN ELEVATION THAN THE STATION.
 FG1918'
 FG1918'REFERENCE MARK 2, A STANDARD DISK STAMPED FLY GAP NO 2 1971, IS
 FG1918'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION SUPPORTING THE
 FG1918'STEPS FOR THE LOOKOUT TOWER AND IS ABOUT 1 FOOT HIGHER IN ELEVATION
 FG1918'THAN THE STATION.
 FG1918'
 FG1918'AZIMUTH MARK, A STANDARD DISK STAMPED FLY GAP 1971, IS SET IN THE TOP
 FG1918'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 FG1918'ABOVE THE GROUND SURFACE.  IT IS 13 FEET NORTH OF THE CENTER OF
 FG1918'ROAD, 2.1 FEET SOUTHWEST OF A METAL WITNESS POST, 1.5 FEET SOUTH OF
 FG1918'A POWER LINE POLE AND 1 FOOT SOUTH OF THE FENCE.
 FG1918'
 FG1918'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 FG1918
 FG1918                          STATION RECOVERY (1985)
 FG1918
 FG1918'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HH)
 FG1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1930 ***********************************************************************
 FG1930  DESIGNATION -  FLY GAP LOT
 FG1930  PID         -  FG1930
 FG1930  STATE/COUNTY-  AR/FRANKLIN
 FG1930  USGS QUAD   -  ST PAUL (1973)
 FG1930
 FG1930                         *CURRENT SURVEY CONTROL
 FG1930  ___________________________________________________________________
 FG1930* NAD 83(1997)-  35 45 00.78207(N)    093 47 06.43077(W)     ADJUSTED  
 FG1930* NAVD 88     -                                                        
 FG1930  ___________________________________________________________________
 FG1930  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FG1930  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FG1930
 FG1930  HORZ ORDER  -  THIRD
 FG1930
 FG1930.The horizontal coordinates were established by classical geodetic methods
 FG1930.and adjusted by the National Geodetic Survey in September 1999..
 FG1930
 FG1930
 FG1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1930
 FG1930.The geoid height was determined by GEOID03.
 FG1930
 FG1930;                    North         East     Units Scale Factor Converg.
 FG1930;SPC AR N     -   158,655.394   238,559.515   MT  0.99994012   -1 02 19.5
 FG1930;SPC AR N     -   520,521.91    782,674.01   sFT  0.99994012   -1 02 19.5
 FG1930;UTM  15      - 3,956,528.631   429,015.852   MT  0.99966209   -0 27 31.4
 FG1930
 FG1930                          SUPERSEDED SURVEY CONTROL
 FG1930
 FG1930  NAD 83(1997)-  35 45 00.79332(N)    093 47 06.43099(W) AD(       ) 4
 FG1930  NAD 83(1986)-  35 45 00.79277(N)    093 47 06.43071(W) AD(       ) 4
 FG1930  NAD 27      -  35 45 00.50480(N)    093 47 05.73614(W) AD(       ) 3
 FG1930
 FG1930.Superseded values are not recommended for survey control.
 FG1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1930.See file dsdata.txt to determine how the superseded data were derived.
 FG1930
 FG1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2901656529(NAD 83)
 FG1930_MARKER: 57 = LOOKOUT TOWER
 FG1930
 FG1930  HISTORY     - Date     Condition        Report By
 FG1930  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1930
 FG1930                          STATION DESCRIPTION
 FG1930
 FG1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1930'THE STATION FLY GAP U. S. FOREST SERVICE LOOKOUT TOWER IS THE CENTER
 FG1930'BASE OF A 4 LEGGED STEEL SKELETON STRUCTURE THAT HAS A CABIN ATOP
 FG1930'THAT IS PAINTED ORANGE.  THE DISTANCE WAS MEASURED FROM STATION FLY
 FG1930'GAP AND IS 64.88 FEET OR 19.776 METERS.
 FG1930'
 FG1930'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF OZARK, 5 MILES SOUTH
 FG1930'AND 1 MILE WEST OF SAINT PAUL, 1-1/4 MILES EAST OF STATE HIGHWAY
 FG1930'23, IN THE SOUTHEAST 1/4 SECTION OF SECTION 31, R 26 W., T 13 N.,
 FG1930'AND ON PROPERTY OF THE OZARK NATIONAL FOREST.
 FG1930'
 FG1930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FG1930'HIGHWAY 23, ABOUT 1 MILE WEST OF THE DOWNTOWN BUSINESS SECTION OF
 FG1930'OZARK, GO NORTH ON STATE HIGHWAY 23 FOR 16.1 MILES TO THE U.S.
 FG1930'FOREST SERVICE CASS WORK CENTER ON RIGHT IN CASS.  CONTINUE AHEAD ON
 FG1930'STATE HIGHWAY 23 AND GO NORTHERLY FOR 6.6 MILES TO A GRADED ROAD
 FG1930'ON RIGHT IN CURVE.  KEEP RIGHT AND GO EASTERLY ON GRADED ROAD FOR
 FG1930'1.75 MILES TO A SIDE ROAD RIGHT AND SIGN ON LEFT FLY GAP TOWER.
 FG1930'TURN RIGHT AND GO SOUTH FOLLOWING BLADED ROAD FOR 0.15 MILE TO THE
 FG1930'STATION.
 FG1930'
 FG1930'NOTE--THE LOOKOUT TOWER IS ABOUT 75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1289 ***********************************************************************
 DL1289  DESIGNATION -  FORDYCE ARK PWR AND LT CO TANK
 DL1289  PID         -  DL1289
 DL1289  STATE/COUNTY-  AR/DALLAS
 DL1289  USGS QUAD   -  FORDYCE (1985)
 DL1289
 DL1289                         *CURRENT SURVEY CONTROL
 DL1289  ___________________________________________________________________
 DL1289* NAD 83(1997)-  33 48 29.00323(N)    092 24 54.44540(W)     ADJUSTED  
 DL1289* NAVD 88     -                                                        
 DL1289  ___________________________________________________________________
 DL1289  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 DL1289  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL1289
 DL1289  HORZ ORDER  -  THIRD
 DL1289
 DL1289.The horizontal coordinates were established by classical geodetic methods
 DL1289.and adjusted by the National Geodetic Survey in September 1999..
 DL1289
 DL1289
 DL1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1289
 DL1289.The geoid height was determined by GEOID03.
 DL1289
 DL1289;                    North         East     Units Scale Factor Converg.
 DL1289;SPC AR S     -   526,671.886   361,565.780   MT  0.99992623   -0 13 56.4
 DL1289;SPC AR S     - 1,727,922.68  1,186,237.06   sFT  0.99992623   -0 13 56.4
 DL1289;UTM  15      - 3,741,027.729   554,133.598   MT  0.99963612   +0 19 31.6
 DL1289
 DL1289                          SUPERSEDED SURVEY CONTROL
 DL1289
 DL1289  NAD 83(1997)-  33 48 29.01325(N)    092 24 54.43705(W) AD(       ) 4
 DL1289  NAD 83(1986)-  33 48 29.01398(N)    092 24 54.43797(W) AD(       ) 4
 DL1289  NAD 27      -  33 48 28.63500(N)    092 24 53.88800(W) AD(       ) 3
 DL1289
 DL1289.Superseded values are not recommended for survey control.
 DL1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1289.See file dsdata.txt to determine how the superseded data were derived.
 DL1289
 DL1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5413441028(NAD 83)
 DL1289_MARKER: 53 = ELEVATED TANK
 DL1289
 DL1289  HISTORY     - Date     Condition        Report By
 DL1289  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1289  HISTORY     - 1964     GOOD             CGS
 DL1289
 DL1289                          STATION DESCRIPTION
 DL1289
 DL1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1289'THIS INTERSECTION STATION IS LOCATED IN THE SW PART OF FORDYCE,
 DL1289'ABOUT 50 FEET W OF THE CENTER LINE OF ASH STREET, 75 FEET S
 DL1289'OF A ROCK ISLAND RAILROAD SPUR TRACK, AND 100 YARDS S OF THE
 DL1289'COTTON BELT RAILROAD MAIN TRACK.
 DL1289'
 DL1289'THE TANK IS BUILT OF STEEL AND PAINTED SILVER.  IT IS ABOUT
 DL1289'150 FEET HIGH AND HAS THE ARKANSAS POWER AND LIGHT COMPANY
 DL1289'SYMBOL ON THE E SIDE.
 DL1289'
 DL1289'THE POINT LOCATED WAS A SMALL LIGHT FIXTURE AT THE APEX OF
 DL1289'THE TANK.
 DL1289
 DL1289                          STATION RECOVERY (1964)
 DL1289
 DL1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1289'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DL1289'DESCRIPTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1293 ***********************************************************************
 DL1293  DESIGNATION -  FORDYCE DALLAS CO CTHSE DOME
 DL1293  PID         -  DL1293
 DL1293  STATE/COUNTY-  AR/DALLAS
 DL1293  USGS QUAD   -  FORDYCE (1985)
 DL1293
 DL1293                         *CURRENT SURVEY CONTROL
 DL1293  ___________________________________________________________________
 DL1293* NAD 83(1997)-  33 48 44.92433(N)    092 24 50.26157(W)     ADJUSTED  
 DL1293* NAVD 88     -                                                        
 DL1293  ___________________________________________________________________
 DL1293  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DL1293  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL1293
 DL1293  HORZ ORDER  -  THIRD
 DL1293
 DL1293.The horizontal coordinates were established by classical geodetic methods
 DL1293.and adjusted by the National Geodetic Survey in September 1999..
 DL1293
 DL1293
 DL1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1293
 DL1293.The geoid height was determined by GEOID03.
 DL1293
 DL1293;                    North         East     Units Scale Factor Converg.
 DL1293;SPC AR S     -   527,161.952   361,675.363   MT  0.99992593   -0 13 54.1
 DL1293;SPC AR S     - 1,729,530.50  1,186,596.59   sFT  0.99992593   -0 13 54.1
 DL1293;UTM  15      - 3,741,518.696   554,238.375   MT  0.99963626   +0 19 34.0
 DL1293
 DL1293                          SUPERSEDED SURVEY CONTROL
 DL1293
 DL1293  NAD 83(1997)-  33 48 44.93435(N)    092 24 50.25321(W) AD(       ) 4
 DL1293  NAD 83(1986)-  33 48 44.93503(N)    092 24 50.25417(W) AD(       ) 4
 DL1293  NAD 27      -  33 48 44.56000(N)    092 24 49.70000(W) AD(       ) 3
 DL1293
 DL1293.Superseded values are not recommended for survey control.
 DL1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1293.See file dsdata.txt to determine how the superseded data were derived.
 DL1293
 DL1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5423841519(NAD 83)
 DL1293_MARKER: 87 = DOME
 DL1293
 DL1293  HISTORY     - Date     Condition        Report By
 DL1293  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1293  HISTORY     - 1964     GOOD             CGS
 DL1293
 DL1293                          STATION DESCRIPTION
 DL1293
 DL1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1293'THIS INTERSECTION STATION IS LOCATED NEAR THE CENTER OF FORDYCE,
 DL1293'39 PACES N OF WEST THIRD STREET, AND 44 PACES W OF OAK STREET.
 DL1293'THE DOME IS DARK GREY IN COLOR, ABOUT 50 FEET HIGH AND IS
 DL1293'SURMOUNTED BY A BALL WHICH WAS THE POINT LOCATED.  BELOW THE
 DL1293'DOME IS A CLOCK TOWER, THE CLOCKS FACE THE FOUR CARDINAL POINTS.
 DL1293'
 DL1293'THE COURTHOUSE WAS BUILT IN 1911.
 DL1293
 DL1293                          STATION RECOVERY (1964)
 DL1293
 DL1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1293'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DL1293'DESCRIPTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1291 ***********************************************************************
 DL1291  DESIGNATION -  FORDYCE GA PACIFIC CORP STACK
 DL1291  PID         -  DL1291
 DL1291  STATE/COUNTY-  AR/DALLAS
 DL1291  USGS QUAD   -  FORDYCE (1985)
 DL1291
 DL1291                         *CURRENT SURVEY CONTROL
 DL1291  ___________________________________________________________________
 DL1291* NAD 83(1997)-  33 49 05.02336(N)    092 25 19.59077(W)     ADJUSTED  
 DL1291* NAVD 88     -                                                        
 DL1291  ___________________________________________________________________
 DL1291  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DL1291  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL1291
 DL1291  HORZ ORDER  -  THIRD
 DL1291
 DL1291.The horizontal coordinates were established by classical geodetic methods
 DL1291.and adjusted by the National Geodetic Survey in September 1999..
 DL1291
 DL1291
 DL1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1291
 DL1291.The geoid height was determined by GEOID03.
 DL1291
 DL1291;                    North         East     Units Scale Factor Converg.
 DL1291;SPC AR S     -   527,784.249   360,923.670   MT  0.99992556   -0 14 10.5
 DL1291;SPC AR S     - 1,731,572.16  1,184,130.41   sFT  0.99992556   -0 14 10.5
 DL1291;UTM  15      - 3,742,133.467   553,480.878   MT  0.99963526   +0 19 17.9
 DL1291
 DL1291                          SUPERSEDED SURVEY CONTROL
 DL1291
 DL1291  NAD 83(1997)-  33 49 05.03347(N)    092 25 19.58278(W) AD(       ) 4
 DL1291  NAD 83(1986)-  33 49 05.03410(N)    092 25 19.58324(W) AD(       ) 4
 DL1291  NAD 27      -  33 49 04.65618(N)    092 25 19.03282(W) AD(       ) 3
 DL1291
 DL1291.Superseded values are not recommended for survey control.
 DL1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1291.See file dsdata.txt to determine how the superseded data were derived.
 DL1291
 DL1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5348142133(NAD 83)
 DL1291_MARKER: 63 = STACK
 DL1291
 DL1291  HISTORY     - Date     Condition        Report By
 DL1291  HISTORY     - 1964     FIRST OBSERVED   CGS
 DL1291
 DL1291                          STATION DESCRIPTION
 DL1291
 DL1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1291'THE STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED
 DL1291'IN THE NORTHWEST PART OF FORDYCE, AT THE NORTH SIDE OF THE
 DL1291'GEORGIA-PACIFIC CORPORATION, CROSSITT DIVISION PLANT, ABOUT
 DL1291'100 YARDS NORTH OF STATE HIGHWAY 8.  IT IS A GREY CONCRETE
 DL1291'STACK.  THE OVERALL HEIGHT IS 180 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1298 ***********************************************************************
 DL1298  DESIGNATION -  FORDYCE LUMBER CO E TANK
 DL1298  PID         -  DL1298
 DL1298  STATE/COUNTY-  AR/DALLAS
 DL1298  USGS QUAD   -  FORDYCE (1985)
 DL1298
 DL1298                         *CURRENT SURVEY CONTROL
 DL1298  ___________________________________________________________________
 DL1298* NAD 83(1997)-  33 49 04.08118(N)    092 25 08.98475(W)     ADJUSTED  
 DL1298* NAVD 88     -                                                        
 DL1298  ___________________________________________________________________
 DL1298  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DL1298  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL1298
 DL1298  HORZ ORDER  -  THIRD
 DL1298
 DL1298.The horizontal coordinates were established by classical geodetic methods
 DL1298.and adjusted by the National Geodetic Survey in September 1999..
 DL1298
 DL1298
 DL1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1298
 DL1298.The geoid height was determined by GEOID03.
 DL1298
 DL1298;                    North         East     Units Scale Factor Converg.
 DL1298;SPC AR S     -   527,754.101   361,196.284   MT  0.99992558   -0 14 04.6
 DL1298;SPC AR S     - 1,731,473.25  1,185,024.81   sFT  0.99992558   -0 14 04.6
 DL1298;UTM  15      - 3,742,105.983   553,753.693   MT  0.99963562   +0 19 23.8
 DL1298
 DL1298                          SUPERSEDED SURVEY CONTROL
 DL1298
 DL1298  NAD 83(1997)-  33 49 04.09127(N)    092 25 08.97670(W) AD(       ) 4
 DL1298  NAD 83(1986)-  33 49 04.09187(N)    092 25 08.97731(W) AD(       ) 4
 DL1298  NAD 27      -  33 49 03.71600(N)    092 25 08.42900(W) AD(       ) 3
 DL1298
 DL1298.Superseded values are not recommended for survey control.
 DL1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1298.See file dsdata.txt to determine how the superseded data were derived.
 DL1298
 DL1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5375442106(NAD 83)
 DL1298_MARKER: 53 = ELEVATED TANK
 DL1298
 DL1298  HISTORY     - Date     Condition        Report By
 DL1298  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1298  HISTORY     - 1964     GOOD             CGS
 DL1298
 DL1298                          STATION DESCRIPTION
 DL1298
 DL1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1298'THIS INTERSECTION STATION IS LOCATED IN THE NW PART OF FORDYCE
 DL1298'ON THE PROPERTY OF THE FORDYCE LUMBER COMPANY.  IT IS 116
 DL1298'PACES ENE OF A SMALLER TANK, ABOUT 50 YARDS N OF STATE HIGHWAY
 DL1298'8 AND ABOUT 200 YARDS W OF THE E END OF THE LUMBER YARD.  THE
 DL1298'TANK IS ALUMINUM IN COLOR, SUPPORTED BY A 4-LEGGED TRUSS, AND
 DL1298'IS ABOUT 110 FEET HIGH.  IT WAS BUILT IN 1926.
 DL1298'
 DL1298'A BALL AT THE APEX OF THE CONICAL ROOF WAS THE POINT LOCATED.
 DL1298
 DL1298                          STATION RECOVERY (1964)
 DL1298
 DL1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1298'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 DL1298'NOW OWNED BY THE GEORGIA-PACIFIC CORPORATION.  THE DESCRIPTIONS
 DL1298'ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1299 ***********************************************************************
 DL1299  DESIGNATION -  FORDYCE LUMBER CO W TANK
 DL1299  PID         -  DL1299
 DL1299  STATE/COUNTY-  AR/DALLAS
 DL1299  USGS QUAD   -  FORDYCE (1985)
 DL1299
 DL1299                         *CURRENT SURVEY CONTROL
 DL1299  ___________________________________________________________________
 DL1299* NAD 83(1997)-  33 49 02.73989(N)    092 25 13.13644(W)     ADJUSTED  
 DL1299* NAVD 88     -                                                        
 DL1299  ___________________________________________________________________
 DL1299  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DL1299  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL1299
 DL1299  HORZ ORDER  -  THIRD
 DL1299
 DL1299.The horizontal coordinates were established by classical geodetic methods
 DL1299.and adjusted by the National Geodetic Survey in September 1999..
 DL1299
 DL1299
 DL1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1299
 DL1299.The geoid height was determined by GEOID03.
 DL1299
 DL1299;                    North         East     Units Scale Factor Converg.
 DL1299;SPC AR S     -   527,713.216   361,089.353   MT  0.99992560   -0 14 06.9
 DL1299;SPC AR S     - 1,731,339.11  1,184,673.99   sFT  0.99992560   -0 14 06.9
 DL1299;UTM  15      - 3,742,064.071   553,647.197   MT  0.99963548   +0 19 21.5
 DL1299
 DL1299                          SUPERSEDED SURVEY CONTROL
 DL1299
 DL1299  NAD 83(1997)-  33 49 02.74995(N)    092 25 13.12839(W) AD(       ) 4
 DL1299  NAD 83(1986)-  33 49 02.75058(N)    092 25 13.12896(W) AD(       ) 4
 DL1299  NAD 27      -  33 49 02.37400(N)    092 25 12.58100(W) AD(       ) 3
 DL1299
 DL1299.Superseded values are not recommended for survey control.
 DL1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1299.See file dsdata.txt to determine how the superseded data were derived.
 DL1299
 DL1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5364742064(NAD 83)
 DL1299_MARKER: 53 = ELEVATED TANK
 DL1299
 DL1299  HISTORY     - Date     Condition        Report By
 DL1299  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1299  HISTORY     - 1964     GOOD             CGS
 DL1299
 DL1299                          STATION DESCRIPTION
 DL1299
 DL1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1299'THIS INTERSECTION STATION IS LOCATED IN THE NW PART OF FORDYCE,
 DL1299'ON THE PROPERTY OF THE FORDYCE LUMBER COMPANY.  THIS TANK IS
 DL1299'116 PACES WSW OF A LARGER TANK, 50 FEET N OF A ROCK ISLAND
 DL1299'RAILROAD SPUR TRACK AND 34 PACES W OF A LUMBER GRADING SHED.
 DL1299'
 DL1299'THE TANK IS ALUMINUM IN COLOR, SUPPORTED BY A 4-LEGGED TRUSS,
 DL1299'AND IS ABOUT 90 FEET IN HEIGHT.  A SMALL BALL AT THE APEX
 DL1299'OF THE CONICAL ROOF WAS THE POINT OBSERVED.
 DL1299
 DL1299                          STATION RECOVERY (1964)
 DL1299
 DL1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1299'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 DL1299'NOW OWNED BY THE GEORGIA-PACIFIC CORPORATION.  THE DESCRIPTIONS
 DL1299'ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1292 ***********************************************************************
 DL1292  DESIGNATION -  FORDYCE MAG RESET
 DL1292  PID         -  DL1292
 DL1292  STATE/COUNTY-  AR/DALLAS
 DL1292  USGS QUAD   -  FORDYCE (1985)
 DL1292
 DL1292                         *CURRENT SURVEY CONTROL
 DL1292  ___________________________________________________________________
 DL1292* NAD 83(1997)-  33 48 59.85594(N)    092 24 50.02364(W)     ADJUSTED  
 DL1292* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 DL1292  ___________________________________________________________________
 DL1292  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DL1292  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL1292
 DL1292  HORZ ORDER  -  FIRST
 DL1292
 DL1292.The horizontal coordinates were established by classical geodetic methods
 DL1292.and adjusted by the National Geodetic Survey in September 1999..
 DL1292
 DL1292.The orthometric height was scaled from a topographic map.
 DL1292
 DL1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1292
 DL1292.The geoid height was determined by GEOID03.
 DL1292
 DL1292;                    North         East     Units Scale Factor Converg.
 DL1292;SPC AR S     -   527,621.945   361,683.342   MT  0.99992565   -0 13 54.0
 DL1292;SPC AR S     - 1,731,039.66  1,186,622.76   sFT  0.99992565   -0 13 54.0
 DL1292;UTM  15      - 3,741,978.612   554,241.874   MT  0.99963627   +0 19 34.3
 DL1292
 DL1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1292!SPC AR S     -   0.99999139  x   0.99992565  =   0.99991704
 DL1292!UTM  15      -   0.99999139  x   0.99963627  =   0.99962766
 DL1292
 DL1292:                Primary Azimuth Mark                     Grid Az
 DL1292:SPC AR S     -  FORDYCE DALLAS CO CTHSE DOME             180 59 37.4
 DL1292:UTM  15      -  FORDYCE DALLAS CO CTHSE DOME             180 26 09.1
 DL1292
 DL1292|---------------------------------------------------------------------|
 DL1292| PID    Reference Object                     Distance      Geod. Az  |
 DL1292|                                                           dddmmss.s |
 DL1292| DL1293 FORDYCE DALLAS CO CTHSE DOME        460.096 METERS 1804543.4 |
 DL1292| DL1289 FORDYCE ARK PWR AND LT CO TANK      APPROX. 1.0 KM 1864920.4 |
 DL1292| CY6054 FORDYCE MAG RM 1                     40.002 METERS 20435     |
 DL1292| DL1299 FORDYCE LUMBER CO W TANK            APPROX. 0.6 KM 2783014.4 |
 DL1292| DL1298 FORDYCE LUMBER CO E TANK            APPROX. 0.5 KM 2845657.3 |
 DL1292| CY6055 FORDYCE MAG RM 2                     30.538 METERS 32440     |
 DL1292| CY6053 FORDYCE MAG AZ MK                                  3423313.8 |
 DL1292|---------------------------------------------------------------------|
 DL1292
 DL1292                          SUPERSEDED SURVEY CONTROL
 DL1292
 DL1292  NAD 83(1997)-  33 48 59.86590(N)    092 24 50.01523(W) AD(       ) 1
 DL1292  NAD 83(1986)-  33 48 59.86661(N)    092 24 50.01621(W) AD(       ) 1
 DL1292  NAD 27      -  33 48 59.48900(N)    092 24 49.46500(W) AD(       ) 1
 DL1292
 DL1292.Superseded values are not recommended for survey control.
 DL1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1292.See file dsdata.txt to determine how the superseded data were derived.
 DL1292
 DL1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5424241979(NAD 83)
 DL1292_MARKER: DS = TRIANGULATION STATION DISK
 DL1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1292
 DL1292  HISTORY     - Date     Condition        Report By
 DL1292  HISTORY     - 1942     MONUMENTED       CGS
 DL1292
 DL1292                          STATION DESCRIPTION
 DL1292
 DL1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1292'STATION IS LOCATED AT THE N EDGE OF FORDYCE, ON THE GROUNDS
 DL1292'OF THE FORDYCE GRAMMER SCHOOL.  THE OLD MARK, AN 8- BY 8-INCH
 DL1292'LIMESTONE POST, WITH U.S.C. AND G.S. 1912 CARVED ON THE TOP,
 DL1292'WAS REMOVED AND A NEW UNDERGROUND AND A SURFACE MARK WERE
 DL1292'ESTABLISHED.  IT IS 60 FEET E OF THE NE CORNER OF THE GRAMMER
 DL1292'SCHOOL AUDITORIUM, WHICH IS AT THE NE CORNER OF THE GRAMMER
 DL1292'SCHOOL.  SURFACE AND UNDERGROUND MARKS ARE STAMPED FORDYCE
 DL1292'MAG 1912 1942 AND THE SURFACE MARK PROJECTS ABOUT 8 INCHES.
 DL1292'
 DL1292'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1292'BRONZE DISKS SET IN CONCRETE.
 DL1292'
 DL1292'REFERENCE MARK NO. 1 IS 6 FEET NE OF THE SE CORNER OF THE
 DL1292'GRAMMER SCHOOL AUDITORIUM.  MARK IS STAMPED FORDYCE NO. 1
 DL1292'1942 AND PROJECTS ABOUT 4 INCHES.
 DL1292'
 DL1292'REFERENCE MARK NO. 2 IS 9 FEET E OF A 24-INCH GUM TREE, 36
 DL1292'FEET NE OF A 36-INCH OAK TREE AND 106 FEET NE OF THE NE CORNER
 DL1292'OF THE GRAMMER SCHOOL AUDITORIUM.  MARK IS STAMPED FORDYCE NO. 2
 DL1292'1942 AND PROJECTS ABOUT 6 INCHES.
 DL1292'
 DL1292'AZIMUTH MARK IS 18 FEET N OF THE CENTER LINE OF AN E-W DIRT
 DL1292'ROAD, 15 FEET W OF THE CENTER LINE OF A N-S DIRT ROAD, 4 FEET
 DL1292'W OF A FENCE CORNER, 2.5 FEET W OF A WHITE REFERENCE POST AND
 DL1292'1 FOOT S OF A FENCE.  MARK IS STAMPED FORDYCE MAG 1942 AND
 DL1292'PROJECTS ABOUT 6 INCHES.
 DL1292'
 DL1292'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON A GRAVEL
 DL1292'STREET (JUST W OF THE GRAMMER SCHOOL) FOR 0.4 MILE TO A
 DL1292'TURN LEFT, W, TURN LEFT AND GO 0.1 MILE TO A DIRT STREET
 DL1292'RIGHT, N, TURN RIGHT AND GO 0.1 MILE TO END OF STREET, TURN
 DL1292'RIGHT AND GO ABOUT 100 FEET TO THE AZIMUTH MARK ON THE LEFT,
 DL1292'IN FENCE LINE.
 DL1292'
 DL1292'A 116-FOOT SIGNAL AT BUD IS VISIBLE AT 100 FEET.
 DL1292'
 DL1292'A 116-FOOT SIGNAL AT BUCKSNORT IS VISIBLE AT 90 FEET.
 DL1292'
 DL1292'A 116-FOOT SIGNAL AT MORO IS VISIBLE AT 90 FEET.
 DL1292'
 DL1292'A 103-FOOT SIGNAL AT HINS (CWA) IS VISIBLE AT 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1294 ***********************************************************************
 DL1294  DESIGNATION -  FORDYCE RAD STA KKB 595 MAST
 DL1294  PID         -  DL1294
 DL1294  STATE/COUNTY-  AR/DALLAS
 DL1294  USGS QUAD   -  FORDYCE (1985)
 DL1294
 DL1294                         *CURRENT SURVEY CONTROL
 DL1294  ___________________________________________________________________
 DL1294* NAD 83(1997)-  33 48 50.93590(N)    092 25 23.00618(W)     ADJUSTED  
 DL1294* NAVD 88     -                                                        
 DL1294  ___________________________________________________________________
 DL1294  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DL1294  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL1294
 DL1294  HORZ ORDER  -  THIRD
 DL1294
 DL1294.The horizontal coordinates were established by classical geodetic methods
 DL1294.and adjusted by the National Geodetic Survey in September 1999..
 DL1294
 DL1294
 DL1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1294
 DL1294.The geoid height was determined by GEOID03.
 DL1294
 DL1294;                    North         East     Units Scale Factor Converg.
 DL1294;SPC AR S     -   527,350.601   360,834.049   MT  0.99992582   -0 14 12.4
 DL1294;SPC AR S     - 1,730,149.43  1,183,836.38   sFT  0.99992582   -0 14 12.4
 DL1294;UTM  15      - 3,741,699.093   553,395.509   MT  0.99963515   +0 19 15.9
 DL1294
 DL1294                          SUPERSEDED SURVEY CONTROL
 DL1294
 DL1294  NAD 83(1997)-  33 48 50.94603(N)    092 25 22.99817(W) AD(       ) 4
 DL1294  NAD 83(1986)-  33 48 50.94668(N)    092 25 22.99864(W) AD(       ) 4
 DL1294  NAD 27      -  33 48 50.56887(N)    092 25 22.44811(W) AD(       ) 3
 DL1294
 DL1294.Superseded values are not recommended for survey control.
 DL1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1294.See file dsdata.txt to determine how the superseded data were derived.
 DL1294
 DL1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5339641699(NAD 83)
 DL1294_MARKER: 42 = RADIO/TV MAST
 DL1294
 DL1294  HISTORY     - Date     Condition        Report By
 DL1294  HISTORY     - 1964     FIRST OBSERVED   CGS
 DL1294
 DL1294                          STATION DESCRIPTION
 DL1294
 DL1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1294'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 DL1294'AT 705 FOREST STREET IN THE NORTHWEST PART OF FORDYCE.  IT
 DL1294'IS A GUYED STEEL STRUCTURE PAINTED SILVER AND IS OWNED AND
 DL1294'OPERATED BY THE ARKANSAS STATE FORESTRY COMMISSION.  THE
 DL1294'OVERALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1295 ***********************************************************************
 DL1295  DESIGNATION -  FORDYCE RAD STA KKB 298 TOWER
 DL1295  PID         -  DL1295
 DL1295  STATE/COUNTY-  AR/DALLAS
 DL1295  USGS QUAD   -  FORDYCE (1985)
 DL1295
 DL1295                         *CURRENT SURVEY CONTROL
 DL1295  ___________________________________________________________________
 DL1295* NAD 83(1997)-  33 48 29.55048(N)    092 24 55.52893(W)     ADJUSTED  
 DL1295* NAVD 88     -                                                        
 DL1295  ___________________________________________________________________
 DL1295  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 DL1295  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL1295
 DL1295  HORZ ORDER  -  THIRD
 DL1295
 DL1295.The horizontal coordinates were established by classical geodetic methods
 DL1295.and adjusted by the National Geodetic Survey in September 1999..
 DL1295
 DL1295
 DL1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1295
 DL1295.The geoid height was determined by GEOID03.
 DL1295
 DL1295;                    North         East     Units Scale Factor Converg.
 DL1295;SPC AR S     -   526,688.858   361,537.983   MT  0.99992622   -0 13 57.0
 DL1295;SPC AR S     - 1,727,978.36  1,186,145.87   sFT  0.99992622   -0 13 57.0
 DL1295;UTM  15      - 3,741,044.426   554,105.645   MT  0.99963609   +0 19 31.0
 DL1295
 DL1295                          SUPERSEDED SURVEY CONTROL
 DL1295
 DL1295  NAD 83(1997)-  33 48 29.56063(N)    092 24 55.52094(W) AD(       ) 4
 DL1295  NAD 83(1986)-  33 48 29.56122(N)    092 24 55.52141(W) AD(       ) 4
 DL1295  NAD 27      -  33 48 29.18286(N)    092 24 54.97164(W) AD(       ) 3
 DL1295
 DL1295.Superseded values are not recommended for survey control.
 DL1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1295.See file dsdata.txt to determine how the superseded data were derived.
 DL1295
 DL1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5410641044(NAD 83)
 DL1295_MARKER: 43 = RADIO/TV TOWER
 DL1295
 DL1295  HISTORY     - Date     Condition        Report By
 DL1295  HISTORY     - 1964     FIRST OBSERVED   CGS
 DL1295
 DL1295                          STATION DESCRIPTION
 DL1295
 DL1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1295'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
 DL1295'IN THE SOUTHWEST EDGE OF FORDYCE, ON THE WEST SIDE OF ASH
 DL1295'STREET, ABOUT 100 YARDS SOUTH OF THE COTTON BELT RAILROAD
 DL1295'MAIN TRACK, AT THE NORTHWEST CORNER OF THE ARKANSAS POWER
 DL1295'AND LIGHT COMPANY TRANSFORMER STATION, AND IS OWNED AND
 DL1295'OPERATED BY THE ARKANSAS POWER AND LIGHT COMPANY.  IT IS
 DL1295'A 4 LEGGED SELF SUPPORTING STEEL STRUCTURE PAINTED IN ALTERNATE
 DL1295'SECTIONS WITH INTERNATIONAL ORANGE AND WHITE.  THE OVERALL
 DL1295'HEIGHT IS 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1290 ***********************************************************************
 DL1290  DESIGNATION -  FORDYCE RADIO STA KBJT MAST
 DL1290  PID         -  DL1290
 DL1290  STATE/COUNTY-  AR/DALLAS
 DL1290  USGS QUAD   -  FORDYCE (1985)
 DL1290
 DL1290                         *CURRENT SURVEY CONTROL
 DL1290  ___________________________________________________________________
 DL1290* NAD 83(1997)-  33 49 43.75739(N)    092 24 38.28949(W)     ADJUSTED  
 DL1290* NAVD 88     -                                                        
 DL1290  ___________________________________________________________________
 DL1290  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DL1290  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL1290
 DL1290  HORZ ORDER  -  THIRD
 DL1290
 DL1290.The horizontal coordinates were established by classical geodetic methods
 DL1290.and adjusted by the National Geodetic Survey in September 1999..
 DL1290
 DL1290
 DL1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1290
 DL1290.The geoid height was determined by GEOID03.
 DL1290
 DL1290;                    North         East     Units Scale Factor Converg.
 DL1290;SPC AR S     -   528,973.260   361,990.515   MT  0.99992487   -0 13 47.4
 DL1290;SPC AR S     - 1,735,473.10  1,187,630.55   sFT  0.99992487   -0 13 47.4
 DL1290;UTM  15      - 3,743,332.463   554,535.789   MT  0.99963666   +0 19 41.2
 DL1290
 DL1290                          SUPERSEDED SURVEY CONTROL
 DL1290
 DL1290  NAD 83(1997)-  33 49 43.76756(N)    092 24 38.28154(W) AD(       ) 4
 DL1290  NAD 83(1986)-  33 49 43.76805(N)    092 24 38.28196(W) AD(       ) 4
 DL1290  NAD 27      -  33 49 43.39048(N)    092 24 37.73345(W) AD(       ) 3
 DL1290
 DL1290.Superseded values are not recommended for survey control.
 DL1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1290.See file dsdata.txt to determine how the superseded data were derived.
 DL1290
 DL1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5453643332(NAD 83)
 DL1290_MARKER: 42 = RADIO/TV MAST
 DL1290
 DL1290  HISTORY     - Date     Condition        Report By
 DL1290  HISTORY     - 1964     FIRST OBSERVED   CGS
 DL1290
 DL1290                          STATION DESCRIPTION
 DL1290
 DL1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1290'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 DL1290'IN THE NORTH EDGE OF FORDYCE, 0.05 MILE NORTHWEST OF THE
 DL1290'JUNCTION U.S. HIGHWAYS 167 AND 79, AT THE WEST SIDE OF
 DL1290'THE RADIO STATION ABOUT 150 FEET WEST OF THE CENTERLINE
 DL1290'OF U.S. HIGHWAY 167.  IT IS A GUYED STEEL STRUCTURE PAINTED
 DL1290'IN ALTERNATE SECTIONS WITH INTERNATIONAL ORANGE AND WHITE.
 DL1290'THE OVERALL HEIGHT IS 149 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1296 ***********************************************************************
 DL1296  DESIGNATION -  FORDYCE RADIO STA KAY 742 MAST
 DL1296  PID         -  DL1296
 DL1296  STATE/COUNTY-  AR/DALLAS
 DL1296  USGS QUAD   -  FORDYCE (1985)
 DL1296
 DL1296                         *CURRENT SURVEY CONTROL
 DL1296  ___________________________________________________________________
 DL1296* NAD 83(1997)-  33 48 44.38759(N)    092 25 24.47862(W)     ADJUSTED  
 DL1296* NAVD 88     -                                                        
 DL1296  ___________________________________________________________________
 DL1296  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DL1296  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL1296
 DL1296  HORZ ORDER  -  THIRD
 DL1296
 DL1296.The horizontal coordinates were established by classical geodetic methods
 DL1296.and adjusted by the National Geodetic Survey in September 1999..
 DL1296
 DL1296
 DL1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1296
 DL1296.The geoid height was determined by GEOID03.
 DL1296
 DL1296;                    North         East     Units Scale Factor Converg.
 DL1296;SPC AR S     -   527,149.015   360,795.349   MT  0.99992594   -0 14 13.2
 DL1296;SPC AR S     - 1,729,488.06  1,183,709.41   sFT  0.99992594   -0 14 13.2
 DL1296;UTM  15      - 3,741,497.199   553,358.784   MT  0.99963510   +0 19 15.0
 DL1296
 DL1296                          SUPERSEDED SURVEY CONTROL
 DL1296
 DL1296  NAD 83(1997)-  33 48 44.39773(N)    092 25 24.47060(W) AD(       ) 4
 DL1296  NAD 83(1986)-  33 48 44.39835(N)    092 25 24.47107(W) AD(       ) 4
 DL1296  NAD 27      -  33 48 44.02036(N)    092 25 23.92033(W) AD(       ) 3
 DL1296
 DL1296.Superseded values are not recommended for survey control.
 DL1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1296.See file dsdata.txt to determine how the superseded data were derived.
 DL1296
 DL1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5335941497(NAD 83)
 DL1296_MARKER: 42 = RADIO/TV MAST
 DL1296
 DL1296  HISTORY     - Date     Condition        Report By
 DL1296  HISTORY     - 1964     FIRST OBSERVED   CGS
 DL1296
 DL1296                          STATION DESCRIPTION
 DL1296
 DL1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1296'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 DL1296'AT 1011 WEST FOURTH STREET IN THE WEST EDGE OF FORDYCE,
 DL1296'AT THE NORTHEAST SIDE OF THE ARKANSAS PUTERBAUGH LUMBER
 DL1296'AND SUPPLY COMPANY GARAGE BUILDING, AND IS OWNED AND OPERATED
 DL1296'BY THE LUMBER COMPANY.  IT IS A GUYED STEEL STRUCTURE PAINTED
 DL1296'SILVER.  THE OVERALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1918 ***********************************************************************
 EJ1918  DESIGNATION -  FORDYCE RESET
 EJ1918  PID         -  EJ1918
 EJ1918  STATE/COUNTY-  AR/GARLAND
 EJ1918  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1918
 EJ1918                         *CURRENT SURVEY CONTROL
 EJ1918  ___________________________________________________________________
 EJ1918* NAD 83(1997)-  34 33 48.06521(N)    093 01 25.95101(W)     ADJUSTED  
 EJ1918* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 EJ1918  ___________________________________________________________________
 EJ1918  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 EJ1918  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EJ1918
 EJ1918  HORZ ORDER  -  FIRST
 EJ1918
 EJ1918.The horizontal coordinates were established by classical geodetic methods
 EJ1918.and adjusted by the National Geodetic Survey in September 1999..
 EJ1918
 EJ1918.The orthometric height was scaled from a topographic map.
 EJ1918
 EJ1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1918
 EJ1918.The geoid height was determined by GEOID03.
 EJ1918
 EJ1918;                    North         East     Units Scale Factor Converg.
 EJ1918;SPC AR S     -   610,839.551   306,043.736   MT  0.99996097   -0 34 23.0
 EJ1918;SPC AR S     - 2,004,062.76  1,004,078.49   sFT  0.99996097   -0 34 23.0
 EJ1918;UTM  15      - 3,824,622.400   497,809.831   MT  0.99960006   -0 00 48.8
 EJ1918
 EJ1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1918!SPC AR S     -   0.99994369  x   0.99996097  =   0.99990466
 EJ1918!UTM  15      -   0.99994369  x   0.99960006  =   0.99954377
 EJ1918
 EJ1918:                Primary Azimuth Mark                     Grid Az
 EJ1918:SPC AR S     -  GOOSEPOND                                040 38 02.9
 EJ1918:UTM  15      -  GOOSEPOND                                040 04 28.7
 EJ1918
 EJ1918|---------------------------------------------------------------------|
 EJ1918| PID    Reference Object                     Distance      Geod. Az  |
 EJ1918|                                                           dddmmss.s |
 EJ1918| EJ1898 GOOSEPOND                           APPROX.16.2 KM 0400339.9 |
 EJ1918| CX5817 FORDYCE RM 1                          5.552 METERS 04724     |
 EJ1918| CX5816 FORDYCE AZ MK                                      1171227.3 |
 EJ1918| CX5818 FORDYCE RM 2                          6.099 METERS 17347     |
 EJ1918| EJ1920 HOT SPRINGS OBSERVATION TOWER       APPROX. 5.5 KM 2014026.1 |
 EJ1918|---------------------------------------------------------------------|
 EJ1918
 EJ1918                          SUPERSEDED SURVEY CONTROL
 EJ1918
 EJ1918  NAD 83(1986)-  34 33 48.07658(N)    093 01 25.94310(W) AD(       ) 1
 EJ1918  NAD 27      -  34 33 47.75700(N)    093 01 25.29800(W) AD(       ) 1
 EJ1918
 EJ1918.Superseded values are not recommended for survey control.
 EJ1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1918.See file dsdata.txt to determine how the superseded data were derived.
 EJ1918
 EJ1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9781024622(NAD 83)
 EJ1918_MARKER: DS = TRIANGULATION STATION DISK
 EJ1918_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1918
 EJ1918  HISTORY     - Date     Condition        Report By
 EJ1918  HISTORY     - 1965     MONUMENTED       CGS
 EJ1918
 EJ1918                          STATION DESCRIPTION
 EJ1918
 EJ1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AKH)
 EJ1918'THE STATION WAS VISITED 8-20-65 AND REFERENCE MARK NO. 1 AND NO. 2
 EJ1918'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED
 EJ1918'PRIOR TO THIS DATE.  THE STATION MARK KISK WAS DESTROYED, LEAVING
 EJ1918'THE DRILL HOLE IN WHICH IT WAS SET VISIBLE.  A BRONZE BOLT WAS
 EJ1918'CEMENTED IN THE DRILL HOLE IN THE CENTER OF A 4 INCH SOIL PIPE, TO
 EJ1918'MARK THE STATION.
 EJ1918'
 EJ1918'THE DESCRIPTION FOR THE STATION IS ADEQUATE.  THIS IS A PACK
 EJ1918'STATION.
 EJ1918'
 EJ1918'STATION IS ON THE HIGHEST POINT OF A ROCKY, TIMBERED RIDGE
 EJ1918'RUNNING NW AND SE, 4 MILES NNE OF HOT SPRINGS, 1 MILE NW OF
 EJ1918'U.S. HIGHWAY 70, 1/2 MILE NW OF THE OLD MOUNTAIN VALLEY ROAD,
 EJ1918'ON THE NE 1/4 SECTION 15, T 2 S, R 19 W.  PROPERTY IS OWNED
 EJ1918'BY COLONEL JOHN FORDYCE OF LITTLE ROCK, AND LEASED BY MAJOR
 EJ1918'J.C. WOODLAND.
 EJ1918'
 EJ1918'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 EJ1918'STATE HIGHWAY 7, 7 MILES N OF HOT SPRINGS, GO NW ON STATE
 EJ1918'HIGHWAY 7 FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON
 EJ1918'THIS ROAD (OLD MOUNTAIN VALLEY ROAD) AND GO SW FOR 1.7 MILES
 EJ1918'TO 1-STORY BROWN HOUSE ON THE RIGHT, HOME OF MR. M.L. THOMAS.
 EJ1918'FROM THIS POINT STATION SITE CAN BE SEEN ON HILL ABOUT 1/2
 EJ1918'MILE DISTANT, 10 DEG N OF W.  CONTINUE ON MAIN SW ROAD FOR
 EJ1918'0.05 MILE TO A WOODS ROAD RIGHT.  TURN RIGHT AND FOLLOW
 EJ1918'DIM ROAD FOR 0.3 MILE TO END OF TRUCK TRAVEL.  STATION IS
 EJ1918'ABOUT 0.3 MILE-CLIMB TO NW FROM THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1181 ***********************************************************************
 DM1181  DESIGNATION -  FOREMAN
 DM1181  PID         -  DM1181
 DM1181  STATE/COUNTY-  AR/LITTLE RIVER
 DM1181  USGS QUAD   -  ARDEN (1975)
 DM1181
 DM1181                         *CURRENT SURVEY CONTROL
 DM1181  ___________________________________________________________________
 DM1181* NAD 83(1997)-  33 40 22.51201(N)    094 20 28.35987(W)     ADJUSTED  
 DM1181* NAVD 88     -       111.30   (+/-2cm)     365.2    (feet)  VERTCON   
 DM1181  ___________________________________________________________________
 DM1181  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DM1181  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1181
 DM1181  HORZ ORDER  -  FIRST
 DM1181  VERT ORDER  -  THIRD ? (See Below)
 DM1181
 DM1181.The horizontal coordinates were established by classical geodetic methods
 DM1181.and adjusted by the National Geodetic Survey in September 1999..
 DM1181
 DM1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1181.The vertical order pertains to the NGVD 29 superseded value.
 DM1181
 DM1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1181
 DM1181.The geoid height was determined by GEOID03.
 DM1181
 DM1181;                    North         East     Units Scale Factor Converg.
 DM1181;SPC AR S     -   514,088.434   182,914.585   MT  0.99993825   -1 18 37.3
 DM1181;SPC AR S     - 1,686,638.47    600,112.27   sFT  0.99993825   -1 18 37.3
 DM1181;SPC OK S     -    43,818.108   939,252.976   MT  1.00006139   +2 04 36.4
 DM1181;SPC OK S     -   143,759.91  3,081,532.47   sFT  1.00006139   +2 04 36.4
 DM1181;SPC TXNC     - 2,230,110.991   985,547.902   MT  0.99993128   +2 16 05.4
 DM1181;SPC TXNC     - 7,316,622.48  3,233,418.41   sFT  0.99993128   +2 16 05.4
 DM1181;UTM  15      - 3,726,697.915   375,664.961   MT  0.99979058   -0 44 37.4
 DM1181
 DM1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1181!SPC AR S     -   0.99998677  x   0.99993825  =   0.99992502
 DM1181!SPC OK S     -   0.99998677  x   1.00006139  =   1.00004816
 DM1181!SPC TXNC     -   0.99998677  x   0.99993128  =   0.99991805
 DM1181!UTM  15      -   0.99998677  x   0.99979058  =   0.99977736
 DM1181
 DM1181|---------------------------------------------------------------------|
 DM1181| PID    Reference Object                     Distance      Geod. Az  |
 DM1181|                                                           dddmmss.s |
 DM1181| CX5822 FOREMAN RM 3                         27.920 METERS 10136     |
 DM1181| CX5819 FOREMAN AZ MK                                      1024226.5 |
 DM1181| CX5820 FOREMAN RM 1                                       10854     |
 DM1181| CX5821 FOREMAN RM 2                         31.377 METERS 19947     |
 DM1181| DM1185 FOREMAN MUNICIPAL TANK              APPROX. 7.6 KM 3165008.0 |
 DM1181|---------------------------------------------------------------------|
 DM1181
 DM1181                          SUPERSEDED SURVEY CONTROL
 DM1181
 DM1181  NAD 83(1997)-  33 40 22.51555(N)    094 20 28.35649(W) AD(       ) 1
 DM1181  NAD 83(1997)-  33 40 22.51539(N)    094 20 28.35623(W) AD(       ) 1
 DM1181  NAD 83(1986)-  33 40 22.51517(N)    094 20 28.35021(W) AD(       ) 1
 DM1181  NAD 27      -  33 40 22.09200(N)    094 20 27.62100(W) AD(       ) 1
 DM1181  NGVD 29 (07/19/86)  111.30   (m)          365.2    (f) LEVELING    3  
 DM1181
 DM1181.Superseded values are not recommended for survey control.
 DM1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1181.See file dsdata.txt to determine how the superseded data were derived.
 DM1181
 DM1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7566526698(NAD 83)
 DM1181_MARKER: DS = TRIANGULATION STATION DISK
 DM1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1181
 DM1181  HISTORY     - Date     Condition        Report By
 DM1181  HISTORY     - 1930     MONUMENTED       CGS
 DM1181  HISTORY     - 1936     GOOD             CGS
 DM1181  HISTORY     - 1938     GOOD             TSI
 DM1181  HISTORY     - 1952     GOOD             CGS
 DM1181  HISTORY     - 1956     GOOD             CGS
 DM1181  HISTORY     - 1963     GOOD             CGS
 DM1181
 DM1181                          STATION DESCRIPTION
 DM1181
 DM1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1181'ABOUT 5 MILES BY ROAD E OF FOREMAN AND 13-1/4 MILES W OF
 DM1181'ASHDOWN, ON HIGHWAY 32 IN A SMALL TRIANGULAR PLOT OF GROUND
 DM1181'OWNED BY J.A. WICKLISS, AND ON THE W SIDE OF NW 1/4 NW 1/4
 DM1181'SECTION 5, T. 13 S., R. 31 W.
 DM1181'
 DM1181'STATION IS ABOUT 1/4 MILE W OF HOUSE ON WICKLISS FARM, A
 DM1181'LARGE UNPAINTED HOUSE WITH OUTSIDE CHIMNEY ON W, SITUATED
 DM1181'ON N SIDE OF HIGHWAY, AND IS 12.9 METERS (42 FEET) N OF
 DM1181'HIGHWAY, 9.3 METERS (31 FEET) E OF WOODS ROAD TO N, AND 5.7
 DM1181'METERS (19 FEET) SW OF WIRE FENCE.
 DM1181'
 DM1181'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DM1181'DISKS SET IN CONCRETE AS DESCRIBED.
 DM1181'
 DM1181'REFERENCE MARK NO. 1 IS IN FENCE LINE S OF HIGHWAY, ABOUT 30
 DM1181'METERS (98 FEET) E OF BARN ON S SIDE OF ROAD, AND APPROXIMATELY
 DM1181'1/4 MILE FROM STATION.
 DM1181'
 DM1181'REFERENCE MARK NO. 2 IS 18 METERS (59 FEET) S OF HIGHWAY, 4
 DM1181'METERS (13 FEET) W OF SECTION ROAD TO S, AND 31.37 METERS
 DM1181'(102.9 FEET) FROM STATION.
 DM1181
 DM1181                          STATION RECOVERY (1936)
 DM1181
 DM1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LOM)
 DM1181'ONLY CHANGE IN DESCRIPTION IS THAT FENCE HAS BEEN MOVED AND STATION
 DM1181'IS 10 FEET NORTH AND 7 FEET EAST OF FENCE CORNER IN EDGE
 DM1181'OF CULTIVATED GROUND AND INSIDE OF FENCE.
 DM1181'
 DM1181'CONDITION OF STATION AND REFERENCE MARKS SAME AS WHEN PLACED.
 DM1181
 DM1181                          STATION RECOVERY (1938)
 DM1181
 DM1181'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 DM1181'RECOVERED BY EDGAR TOBIN AERIAL SURVEYS
 DM1181'
 DM1181'STATION RECOVERED IN GOOD CONDITION.
 DM1181
 DM1181                          STATION RECOVERY (1952)
 DM1181
 DM1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1181'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DM1181'TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 DM1181'DIRECTION AND DISTANCE TO REFERENCE MARK NO. 1.  ALL OTHER
 DM1181'DISTANCES AND DIRECTIONS CHECKED.  AN AZIMUTH MARK AND A
 DM1181'REFERENCE MARK NO. 3 WERE ESTABLISHED.  REFERENCE MARK NO. 3
 DM1181'IS 44 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 32 AND
 DM1181'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 DM1181'THE DISK IS STAMPED FOREMAN NO 3 1952.  AZIMUTH
 DM1181'MARK IS 39 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 2 FEET
 DM1181'WEST OF WITNESS POST AND 1 FOOT NORTH OF FENCE.  THE MARK
 DM1181'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FOREMAN
 DM1181'1952.
 DM1181'
 DM1181'TO REACH FROM THE RAILROAD CROSSING JUST EAST OF THE DEPOT
 DM1181'IN FOREMAN GO SOUTH, EAST AND SOUTH ON STATE HIGHWAY 32 AND
 DM1181'41 FOR 2.0 MILES TO JUNCTION OF TWO HIGHWAYS.  KEEP LEFT
 DM1181'ON STATE HIGHWAY 32 FOR 3.45 MILES TO STATION ON LEFT AT
 DM1181'CROSSROADS AS DESCRIBED.  CONTINUE EAST ON HIGHWAY FOR 0.1
 DM1181'MILE TO REFERENCE MARK ON RIGHT AS DESCRIBED.  CONTINUE
 DM1181'EAST FOR 0.35 MILE TO AZIMUTH ON LEFT OR SOUTH SIDE OF HIGHWAY
 DM1181'AS DESCRIBED.
 DM1181'
 DM1181'1952 OBSERVATIONS TAKEN FROM A 103 FOOT TOWER.
 DM1181
 DM1181                          STATION RECOVERY (1956)
 DM1181
 DM1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1181'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1181'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1181'TO STATION SITE ARE CORRECT.
 DM1181
 DM1181                          STATION RECOVERY (1963)
 DM1181
 DM1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM1181'THE STATION, AZIMUTH MARK AND THREE REFERENCE MARKS RECOVERED
 DM1181'AND ALL MARKS FOUND IN GOOD CONDITION WITH THE EXCEPTION OF
 DM1181'R.M. NO. 1.  THIS MARK HAS BEEN HIT AND IS LEANING SLIGHTLY.
 DM1181'
 DM1181'THE STATION MARK IS NEAR THE SOUTHWEST CORNER OF A FIELD,
 DM1181'5 FEET EAST OF THE NORTH-SOUTH FENCE, 3 FEET NORTH OF THE
 DM1181'EAST-WEST FENCE AND FLUSH WITH THE GROUND.
 DM1181'
 DM1181'THE 1952 DESCRIPTION TO REACH THE STATION FROM FOREMAN IS
 DM1181'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1185 ***********************************************************************
 DM1185  DESIGNATION -  FOREMAN MUNICIPAL TANK
 DM1185  PID         -  DM1185
 DM1185  STATE/COUNTY-  AR/LITTLE RIVER
 DM1185  USGS QUAD   -  FOREMAN (1975)
 DM1185
 DM1185                         *CURRENT SURVEY CONTROL
 DM1185  ___________________________________________________________________
 DM1185* NAD 83(1997)-  33 43 22.01878(N)    094 23 49.88974(W)     ADJUSTED  
 DM1185* NAVD 88     -                                                        
 DM1185  ___________________________________________________________________
 DM1185  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DM1185  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DM1185
 DM1185  HORZ ORDER  -  THIRD
 DM1185
 DM1185.The horizontal coordinates were established by classical geodetic methods
 DM1185.and adjusted by the National Geodetic Survey in September 1999..
 DM1185
 DM1185
 DM1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1185
 DM1185.The geoid height was determined by GEOID03.
 DM1185
 DM1185;                    North         East     Units Scale Factor Converg.
 DM1185;SPC AR S     -   519,737.343   177,854.300   MT  0.99993317   -1 20 30.1
 DM1185;SPC AR S     - 1,705,171.60    583,510.32   sFT  0.99993317   -1 20 30.1
 DM1185;SPC OK S     -    49,158.831   933,867.160   MT  1.00004806   +2 02 42.1
 DM1185;SPC OK S     -   161,281.93  3,063,862.51   sFT  1.00004806   +2 02 42.1
 DM1185;SPC TXNC     - 2,235,433.004   980,144.858   MT  0.99994108   +2 14 15.5
 DM1185;SPC TXNC     - 7,334,083.11  3,215,691.92   sFT  0.99994108   +2 14 15.5
 DM1185;UTM  15      - 3,732,295.769   370,549.797   MT  0.99980659   -0 46 32.9
 DM1185
 DM1185                          SUPERSEDED SURVEY CONTROL
 DM1185
 DM1185  NAD 83(1997)-  33 43 22.02098(N)    094 23 49.88727(W) AD(       ) 4
 DM1185  NAD 83(1997)-  33 43 22.02111(N)    094 23 49.88733(W) AD(       ) 4
 DM1185  NAD 83(1986)-  33 43 22.02568(N)    094 23 49.88569(W) AD(       ) 4
 DM1185  NAD 27      -  33 43 21.60300(N)    094 23 49.13600(W) AD(       ) 3
 DM1185
 DM1185.Superseded values are not recommended for survey control.
 DM1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1185.See file dsdata.txt to determine how the superseded data were derived.
 DM1185
 DM1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7055032296(NAD 83)
 DM1185_MARKER: 53 = ELEVATED TANK
 DM1185
 DM1185  HISTORY     - Date     Condition        Report By
 DM1185  HISTORY     - 1952     FIRST OBSERVED   CGS
 DM1185
 DM1185                          STATION DESCRIPTION
 DM1185
 DM1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1185'THE STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE MAIN
 DM1185'INTERSECTION IN FOREMAN.  IT IS APPROXIMATELY 125 FEET HIGH,
 DM1185'PAINTED SILVER AND HAS 4-LEGS.
 DM1185'
 DM1185'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0675 ***********************************************************************
 GG0675  DESIGNATION -  FOREST PARK MUNICIPAL TANK
 GG0675  PID         -  GG0675
 GG0675  STATE/COUNTY-  AR/BENTON
 GG0675  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0675
 GG0675                         *CURRENT SURVEY CONTROL
 GG0675  ___________________________________________________________________
 GG0675* NAD 83(1997)-  36 07 37.21812(N)    094 32 43.02700(W)     ADJUSTED  
 GG0675* NAVD 88     -                                                        
 GG0675  ___________________________________________________________________
 GG0675  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 GG0675  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GG0675
 GG0675  HORZ ORDER  -  THIRD
 GG0675
 GG0675.The horizontal coordinates were established by classical geodetic methods
 GG0675.and adjusted by the National Geodetic Survey in September 1999..
 GG0675
 GG0675
 GG0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0675
 GG0675.The geoid height was determined by GEOID03.
 GG0675
 GG0675;                    North         East     Units Scale Factor Converg.
 GG0675;SPC AR N     -   201,958.887   170,906.167   MT  0.99998071   -1 28 52.0
 GG0675;SPC AR N     -   662,593.45    560,714.65   sFT  0.99998071   -1 28 52.0
 GG0675;UTM  15      - 3,999,141.031   360,945.583   MT  0.99983825   -0 54 40.4
 GG0675
 GG0675                          SUPERSEDED SURVEY CONTROL
 GG0675
 GG0675  NAD 83(1997)-  36 07 37.22462(N)    094 32 43.02643(W) AD(       ) 4
 GG0675  NAD 83(1986)-  36 07 37.22502(N)    094 32 43.02770(W) AD(       ) 4
 GG0675  NAD 27      -  36 07 36.93400(N)    094 32 42.23600(W) AD(       ) 3
 GG0675
 GG0675.Superseded values are not recommended for survey control.
 GG0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0675.See file dsdata.txt to determine how the superseded data were derived.
 GG0675
 GG0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6094699141(NAD 83)
 GG0675_MARKER: 53 = ELEVATED TANK
 GG0675
 GG0675  HISTORY     - Date     Condition        Report By
 GG0675  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0675
 GG0675                          STATION DESCRIPTION
 GG0675
 GG0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0675'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK AT
 GG0675'THE RESORT VILLAGE OF FOREST PARK.  IT IS A TALL STEEL TANK WITH
 GG0675'ROUND BOTTOM AND CONICAL TOP AND HAS A BALL AT THE TIP.  IT
 GG0675'IS SUPPORTED BY FOUR LEGS AND HAS A PLATFORM AT THE TOP
 GG0675'OF THE LEGS.  THE ENTIRE STRUCTURE IS PAINTED BLACK.  THE TANK
 GG0675'IS ABOUT 100 FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED
 GG0675'IN 1925.
 GG0675'
 GG0675'THE TANK IS ABOUT 4-1/2 MILES S OF SILOAM SPRINGS, ABOUT 3/4
 GG0675'MILE E OF THE ARKANSAS-OKLAHOMA BOUNDARY, ABOUT 1-3/4 MILES
 GG0675'N OF THE BENTON-WASHINGTON COUNTY LINE, INSIDE OF A LARGE U
 GG0675'BEND IN THE ILLINOIS RIVER AND NEAR LAKE FRANSES ON THAT RIVER.
 GG0675'IT IS IN THE MAIN PART OF THE SUMMER RESORT VILLAGE OF FOREST
 GG0675'PARK, ABOUT 100 FEET N OF A STREET AND ABOUT 35 FEET W OF THE W
 GG0675'SIDE OF A BALLROOM.  IT IS ABOUT 1/4 MILE W OF U.S. HIGHWAY 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1702 ***********************************************************************
 FF1702  DESIGNATION -  FORREST
 FF1702  PID         -  FF1702
 FF1702  STATE/COUNTY-  AR/ST FRANCIS
 FF1702  USGS QUAD   -  FORREST CITY (1976)
 FF1702
 FF1702                         *CURRENT SURVEY CONTROL
 FF1702  ___________________________________________________________________
 FF1702* NAD 83(1997)-  35 00 38.65025(N)    090 46 30.26606(W)     ADJUSTED  
 FF1702* NAVD 88     -       113.668  (meters)     372.93   (feet)  POSTED    
 FF1702  ___________________________________________________________________
 FF1702  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FF1702  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF1702  DYNAMIC HT  -         113.560 (meters)     372.57  (feet)  COMP
 FF1702  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 FF1702
 FF1702  HORZ ORDER  -  FIRST
 FF1702  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF1702
 FF1702.The horizontal coordinates were established by classical geodetic methods
 FF1702.and adjusted by the National Geodetic Survey in September 1999..
 FF1702
 FF1702.The orthometric height was determined by differential leveling
 FF1702.and adjusted by the National Geodetic Survey in 1992..
 FF1702.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF1702.rate of 0.0 thru 1.0 mm/km.
 FF1702
 FF1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1702
 FF1702.The geoid height was determined by GEOID03.
 FF1702
 FF1702.The dynamic height is computed by dividing the NAVD 88
 FF1702.geopotential number by the normal gravity value computed on the
 FF1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1702.degrees latitude (g = 980.6199 gals.).
 FF1702
 FF1702.The modeled gravity was interpolated from observed gravity values.
 FF1702
 FF1702;                    North         East     Units Scale Factor Converg.
 FF1702;SPC AR N     -    75,847.909   511,802.169   MT  0.99998568   +0 42 46.0
 FF1702;SPC AR N     -   248,844.35  1,679,137.62   sFT  0.99998568   +0 42 46.0
 FF1702;SPC AR S     -   660,670.374   511,811.092   MT  1.00006356   +0 41 08.1
 FF1702;SPC AR S     - 2,167,549.39  1,679,166.89   sFT  1.00006356   +0 41 08.1
 FF1702;UTM  15      - 3,876,495.897   703,019.245   MT  1.00010800   +1 16 37.0
 FF1702
 FF1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1702!SPC AR N     -   0.99998640  x   0.99998568  =   0.99997208
 FF1702!SPC AR S     -   0.99998640  x   1.00006356  =   1.00004996
 FF1702!UTM  15      -   0.99998640  x   1.00010800  =   1.00009440
 FF1702
 FF1702|---------------------------------------------------------------------|
 FF1702| PID    Reference Object                     Distance      Geod. Az  |
 FF1702|                                                           dddmmss.s |
 FF1702| FF1703 FORREST RM                           20.184 METERS 35150     |
 FF1702|---------------------------------------------------------------------|
 FF1702
 FF1702                          SUPERSEDED SURVEY CONTROL
 FF1702
 FF1702  NAD 83(1997)-  35 00 38.65437(N)    090 46 30.26416(W) AD(       ) 1
 FF1702  NAD 83(1986)-  35 00 38.65941(N)    090 46 30.26500(W) AD(       ) 1
 FF1702  NAD 27      -  35 00 38.33040(N)    090 46 29.86620(W) AD(       ) 1
 FF1702  NGVD 29 (??/??/??)  113.622  (m)          372.77   (f) ADJUSTED    1 2
 FF1702
 FF1702.Superseded values are not recommended for survey control.
 FF1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1702.See file dsdata.txt to determine how the superseded data were derived.
 FF1702
 FF1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0301976496(NAD 83)
 FF1702_MARKER: DS = TRIANGULATION STATION DISK
 FF1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1702
 FF1702  HISTORY     - Date     Condition        Report By
 FF1702  HISTORY     - 1916     MONUMENTED       CGS
 FF1702  HISTORY     - 1935     GOOD             CGS
 FF1702  HISTORY     - 1941     SEE DESCRIPTION  ARGS
 FF1702
 FF1702                          STATION DESCRIPTION
 FF1702
 FF1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF1702'STATION IS IN TOWN OF FORREST CITY, ABOUT 325 METERS (1,066
 FF1702'FEET) N OF RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF1702'RAILWAY, IN PASTURE LOT, ABOUT 60 METERS (197 FEET) SE OF
 FF1702'DR. H.P. DOOLEYS RESIDENCE, AND 20.7 METERS (68 FEET) S
 FF1702'OF N FENCE LINE OF PASTURE.
 FF1702'
 FF1702'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FF1702'IN CONCRETE.
 FF1702'
 FF1702'STATION MARK IS STAMPED FORREST 1916 B.M.1920.
 FF1702'
 FF1702'A STANDARD REFERENCE DISK SET IN CONCRETE, IS 0.5
 FF1702'METER (1.6 FEET) S OF N FENCE LINE OF SAME LOT, AND 20.184
 FF1702'METERS (66.22 FEET) FROM STATION, N 08 DEG 10 MIN W.
 FF1702'
 FF1702'ELEVATION OF STATION IS 113.622 METERS (372.775 FEET), OF
 FF1702'REFERENCE MARK, 114.409 METERS (375.357 FEET).  REFERENCE MARK
 FF1702'IS STAMPED WITH NAME AND DATES 1916-1920.  REFERENCE MARK
 FF1702'WAS SEARCHED FOR BUT NOT RECOVERED IN 1933.
 FF1702
 FF1702                          STATION RECOVERY (1935)
 FF1702
 FF1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF1702'STATION RECOVERED IN GOOD CONDITION.  STATION IS SE OF RESIDENCE
 FF1702'OF THE LATE DR. H.P. DOOLEY AND ON THE PROPERTY NOW OCCUPIED
 FF1702'BY HIS NEWPHEW AND OWNED BY HIS ESTATE, 20.7 METERS (68 FEET)
 FF1702'S OF N FENCE LINE OF PASTURE.  STATION MARK IS AT GROUND
 FF1702'SURFACE.
 FF1702'
 FF1702'REFERENCE MARK NO. 1 (1916) WAS RECOVERED IN GOOD CONDITION
 FF1702'0.5 METER (1.6 FEET) S OF N FENCE OF SAME LOT AND 20.21 METERS
 FF1702'(66.25 FEET) FROM STATION, N 08 DEG 09 MIN 04 SEC W.
 FF1702'
 FF1702'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 FF1702'A 14- BY 14- BY 30-INCH CONCRETE PIER, ON FENCE LINE ABOUT
 FF1702'20 FEET E OF E SIDE OF GATE, 35.37 METERS (116.07 FEET) FROM
 FF1702'STATION.
 FF1702'
 FF1702'DISTANCE FROM R.M.NO.2 TO R.M.NO.1 IS 29.415 METERS (96.5 FEET),
 FF1702'S 83 DEG 41 MIN W.
 FF1702
 FF1702                          STATION RECOVERY (1941)
 FF1702
 FF1702'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1941
 FF1702'STATION MARK WAS MOVED DUE TO CONSTRUCTION OF A NEW RESIDENCE.
 FF1702'A NEW STATION FORREST 2 1941 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0603 ***********************************************************************
 FF0603  DESIGNATION -  FORREST 2
 FF0603  PID         -  FF0603
 FF0603  STATE/COUNTY-  AR/ST FRANCIS
 FF0603  USGS QUAD   -  FORREST CITY (1976)
 FF0603
 FF0603                         *CURRENT SURVEY CONTROL
 FF0603  ___________________________________________________________________
 FF0603* NAD 83(1997)-  35 00 37.96930(N)    090 46 30.96902(W)     ADJUSTED  
 FF0603* NAVD 88     -       112.34   (+/-2cm)     368.6    (feet)  VERTCON   
 FF0603  ___________________________________________________________________
 FF0603  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FF0603  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0603
 FF0603  HORZ ORDER  -  SECOND
 FF0603  VERT ORDER  -  ? (See Below)
 FF0603
 FF0603.The horizontal coordinates were established by classical geodetic methods
 FF0603.and adjusted by the National Geodetic Survey in September 1999..
 FF0603
 FF0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0603.The vertical order pertains to the NGVD 29 superseded value.
 FF0603
 FF0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0603
 FF0603.The geoid height was determined by GEOID03.
 FF0603
 FF0603;                    North         East     Units Scale Factor Converg.
 FF0603;SPC AR N     -    75,826.704   511,784.609   MT  0.99998572   +0 42 45.6
 FF0603;SPC AR N     -   248,774.78  1,679,080.00   sFT  0.99998572   +0 42 45.6
 FF0603;SPC AR S     -   660,649.176   511,793.520   MT  1.00006350   +0 41 07.7
 FF0603;SPC AR S     - 2,167,479.84  1,679,109.24   sFT  1.00006350   +0 41 07.7
 FF0603;UTM  15      - 3,876,474.518   703,001.892   MT  1.00010792   +1 16 36.6
 FF0603
 FF0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0603!SPC AR N     -   0.99998660  x   0.99998572  =   0.99997232
 FF0603!SPC AR S     -   0.99998660  x   1.00006350  =   1.00005010
 FF0603!UTM  15      -   0.99998660  x   1.00010792  =   1.00009452
 FF0603
 FF0603:                Primary Azimuth Mark                     Grid Az
 FF0603:SPC AR N     -  FORREST CITY ARK PWR CO MAST             177 41 00.3
 FF0603:SPC AR S     -  FORREST CITY ARK PWR CO MAST             177 42 38.2
 FF0603:UTM  15      -  FORREST CITY ARK PWR CO MAST             177 07 09.3
 FF0603
 FF0603|---------------------------------------------------------------------|
 FF0603| PID    Reference Object                     Distance      Geod. Az  |
 FF0603|                                                           dddmmss.s |
 FF0603| EH2882 FORREST CITY ARK PWR CO MAST        APPROX. 3.2 KM 1782345.9 |
 FF0603| FF0605 FORREST 2 RM 3                       27.919 METERS 19158     |
 FF0603| CI3616 FORREST 2 AZ MK                                    2255157.2 |
 FF0603| CI3617 FORREST 2 RM 4                       56.546 METERS 29244     |
 FF0603|---------------------------------------------------------------------|
 FF0603
 FF0603                          SUPERSEDED SURVEY CONTROL
 FF0603
 FF0603  NAD 83(1997)-  35 00 37.97398(N)    090 46 30.96720(W) AD(       ) 2
 FF0603  NAD 83(1986)-  35 00 37.97838(N)    090 46 30.96774(W) AD(       ) 2
 FF0603  NAD 27      -  35 00 37.64540(N)    090 46 30.56100(W) AD(       ) 2
 FF0603  NGVD 29 (??/??/??)  112.324  (m)          368.52   (f) ADJUSTED    ?  
 FF0603
 FF0603.Superseded values are not recommended for survey control.
 FF0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0603.See file dsdata.txt to determine how the superseded data were derived.
 FF0603
 FF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0300276475(NAD 83)
 FF0603_MARKER: DS = TRIANGULATION STATION DISK
 FF0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0603_STAMPING: FORREST 2 1941
 FF0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0603+STABILITY: SURFACE MOTION
 FF0603
 FF0603  HISTORY     - Date     Condition        Report By
 FF0603  HISTORY     - 1941     MONUMENTED       ARGS
 FF0603  HISTORY     - 1941     GOOD             CGS
 FF0603  HISTORY     - 1954     GOOD             CGS
 FF0603  HISTORY     - 20050419 MARK NOT FOUND   USACE
 FF0603
 FF0603                          STATION DESCRIPTION
 FF0603
 FF0603'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1941
 FF0603'STATION IS LOCATED IN THE TOWN OF FORREST CITY, IN A PASTURE
 FF0603'LOT 49.140 METERS (161.22 FEET) SW OF THE SE CORNER OF THE
 FF0603'L.F. HADEN, SR. RESIDENCE.  IT IS 79.812 METERS (261.85 FEET)
 FF0603'NE OF A 36-INCH POST OAK TREE, 57.028 METERS (187.10 FEET)
 FF0603'E OF A TENANT HOUSE, AND 26.323 METERS (86.36 FEET) S OF N
 FF0603'FENCE LINE OF SAME PASTURE.
 FF0603'
 FF0603'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS SET
 FF0603'IN CONCRETE.  SURFACE MARK IS STAMPED FORREST 2 1941.
 FF0603'
 FF0603'R.M. 1 IS STAMPED FORREST 1916 1920.  IT IS A STANDARD REFERENCE
 FF0603'DISK SET IN CONCRETE.  IT IS 43.623 METERS (143.12 FEET) FROM
 FF0603'STATION, N 24 DEG E.
 FF0603'
 FF0603'R.M. 2 IS 62.697 METERS (205.70 FEET) FROM STATION,
 FF0603'N 48 DEG 40 MIN E.
 FF0603'
 FF0603'R.M. 3 IS 27.892 METERS (91.51 FEET) FROM STATION,
 FF0603'S 11 DEG 59 MIN W.
 FF0603
 FF0603                          STATION RECOVERY (1941)
 FF0603
 FF0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 FF0603'0.6 MI E FROM FORREST CITY.
 FF0603'0.6 MILE EAST OF THE BUSINESS DISTRICT AT FORREST CITY, ST.
 FF0603'FRANCIS COUNTY, SOUTH OF U.S. HIGHWAY 70, 0.2 MILE NORTH OF THE
 FF0603'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, AT THE L.F. HADEN, SR.,
 FF0603'PROPERTY, 161.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FF0603'HADEN RESIDENCE, 187.10 FEET EAST OF A TENANT HOUSE, IN A
 FF0603'PASTURE LOT, 261.8 FEET NORTHEAST OF A 36-INCH POST-OAK TREE, AND
 FF0603'86.4 FEET SOUTH OF THE NORTH FENCE OF THE PASTURE.  A STANDARD
 FF0603'TRIANGULATION-STATION DISK, STAMPED FORREST 2 1941 AND SET IN
 FF0603'THE TOP OF A CONCRETE POST.
 FF0603
 FF0603                          STATION RECOVERY (1954)
 FF0603
 FF0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0603'THE STATION MARK AND R.M. NO. 3 WERE RECOVERED AND FOUND TO
 FF0603'BE IN GOOD CONDITION.  A NEW REFERENCE MARK, (R.M. NO. 4), AND
 FF0603'AN AZIMUTH MARK WERE ESTABLISHED.  THE ORIGINAL STATION,
 FF0603'FORREST 1916 1920, WAS EITHER DESTROYED OR COVERED OVER BY A
 FF0603'LARGE NEW HOME THAT WAS BUILT OVER THE STATION SITE.  IN 1941
 FF0603'A NEW STATION, FORREST 2, AND A NEW REFERENCE MARK, R.M. NO. 3,
 FF0603'WERE ESTABLISHED BY THE ARKANSAS GEODETIC SURVEY.  FOLLOWING
 FF0603'IS A NEW AND COMPLETE DESCRIPTION.
 FF0603'
 FF0603'THE STATION IS LOCATED IN THE EASTERN PART OF FORREST CITY ON
 FF0603'A PROMINENT HILL ON THE PROPERTY OF MR. L.F. HAVEN.  IT IS
 FF0603'150 FEET SOUTH OF THE SOUTHEAST CORNER OF A LARGE BRICK HOME,
 FF0603'90 FEET SOUTHWEST OF A POWERLINE POLE, 15 FEET NORTH OF THE
 FF0603'CENTER OF A DIM TRACK DRIVE AND 9 FEET SOUTH OF A PECAN TREE.
 FF0603'IT IS SET FLUSH AND IS STAMPED FORREST 2 1941.
 FF0603'
 FF0603'R.M. NO. 3 IS 75 FEET SOUTH OF THE CENTER OF A DIM TRACK DRIVE,
 FF0603'SET FLUSH AND IS STAMPED FORREST 2 NO 3 1941.
 FF0603'
 FF0603'R.M. NO. 4 IS 39 FEET WEST OF THE CENTER OF A DIM TRACK DRIVE
 FF0603'AND 6 FEET SOUTH OF THE SOUTHEAST CORNER OF AN ABANDONED HOUSE.
 FF0603'IT PROJECTS 4 INCHES AND IS STAMPED FORRET 2 NO 4 1941.
 FF0603'
 FF0603'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 221.69 FEET.
 FF0603'
 FF0603'THE AZIMUTH MARK IS LOCATED ON THE PROPERTY OF THE FORREST
 FF0603'CITY COUNTRY CLUB, 99 FEET NORTHEAST OF THE NORTHEAST CORNER
 FF0603'OF THE CLUB HOUSE, 48 FEET SOUTH OF A POWERLINE POLE AND 30
 FF0603'FEET EAST OF THE CENTER OF A MACADAM DRIVE.  IT PROJECTS 6
 FF0603'INCHES AND IS STAMPED FORREST 2 1941 1954.
 FF0603'
 FF0603'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY GO
 FF0603'SOUTH FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 70, TURN
 FF0603'LEFT AND GO EAST ON U.S. HIGHWAY 70 FOR 0.55 MILE TO A DRIVE
 FF0603'ON THE RIGHT, THE ENTRANCE TO THE PROPERTY OF MR. L.F. HAVEN,
 FF0603'TURN RIGHT AND GO UP THE DRIVE FOR 0.1 MILE TO A LARGE BRICK
 FF0603'HOME, FOLLOW A CIRCULAR DRIVE AROUND TO THE SOUTH SIDE OF
 FF0603'THE BRICK HOME TO THE STATION AS DESCRIBED.
 FF0603'
 FF0603'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 70
 FF0603'AND STATE ROAD 1, (0.1 MILE SOUTH OF THE POST OFFICE IN FORREST
 FF0603'CITY), GO SOUTH ON STATE ROAD 1 FOR 0.15 MILE TO A CROSS STREET,
 FF0603'TURN LEFT AND GO 0.3 MILE TO THE ENTRANCE TO THE FORREST CITY
 FF0603'COUNTRY CLUB, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO THE
 FF0603'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FF0603
 FF0603                          STATION RECOVERY (2005)
 FF0603
 FF0603'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF0603'AZ MK FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0604 ***********************************************************************
 FF0604  DESIGNATION -  FORREST 2 RM 2
 FF0604  PID         -  FF0604
 FF0604  STATE/COUNTY-  AR/ST FRANCIS
 FF0604  USGS QUAD   -  FORREST CITY (1976)
 FF0604
 FF0604                         *CURRENT SURVEY CONTROL
 FF0604  ___________________________________________________________________
 FF0604* NAD 83(1986)-  35 00 37.     (N)    090 46 30.     (W)     SCALED    
 FF0604* NAVD 88     -       113.89   (+/-2cm)     373.7    (feet)  VERTCON   
 FF0604  ___________________________________________________________________
 FF0604  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0604
 FF0604  VERT ORDER  -  ? (See Below)
 FF0604
 FF0604.The horizontal coordinates were scaled from a topographic map and have
 FF0604.an estimated accuracy of +/- 6 seconds.
 FF0604
 FF0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0604.The vertical order pertains to the NGVD 29 superseded value.
 FF0604
 FF0604.The geoid height was determined by GEOID03.
 FF0604
 FF0604;                    North         East    Units  Estimated Accuracy
 FF0604;SPC AR N     -    75,800.      511,810.      MT  (+/- 180 meters Scaled)
 FF0604
 FF0604                          SUPERSEDED SURVEY CONTROL
 FF0604
 FF0604  NGVD 29 (??/??/??)  113.866  (m)          373.58   (f) ADJUSTED    ?  
 FF0604
 FF0604.Superseded values are not recommended for survey control.
 FF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0604.See file dsdata.txt to determine how the superseded data were derived.
 FF0604
 FF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU030764(NAD 83)
 FF0604_MARKER: DR = REFERENCE MARK DISK
 FF0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0604+STABILITY: SURFACE MOTION
 FF0604
 FF0604  HISTORY     - Date     Condition        Report By
 FF0604  HISTORY     - 1941     MONUMENTED       ARGS
 FF0604  HISTORY     - 1941     GOOD             CGS
 FF0604
 FF0604                          STATION DESCRIPTION
 FF0604
 FF0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FF0604'0.6 MI E FROM FORREST CITY.
 FF0604'205.7 FEET NORTHEAST OF TRIANGULATION STATION FORREST 2, DESCRIBED
 FF0604'ABOVE.  A STANDARD REFERENCE-MARK DISK, SET IN THE TOP OF A
 FF0604'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0605 ***********************************************************************
 FF0605  DESIGNATION -  FORREST 2 RM 3
 FF0605  PID         -  FF0605
 FF0605  STATE/COUNTY-  AR/ST FRANCIS
 FF0605  USGS QUAD   -  FORREST CITY (1976)
 FF0605
 FF0605                         *CURRENT SURVEY CONTROL
 FF0605  ___________________________________________________________________
 FF0605* NAD 83(1986)-  35 00 37.     (N)    090 46 31.     (W)     SCALED    
 FF0605* NAVD 88     -       110.94   (+/-2cm)     364.0    (feet)  VERTCON   
 FF0605  ___________________________________________________________________
 FF0605  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0605
 FF0605  VERT ORDER  -  ? (See Below)
 FF0605
 FF0605.The horizontal coordinates were scaled from a topographic map and have
 FF0605.an estimated accuracy of +/- 6 seconds.
 FF0605
 FF0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0605.The vertical order pertains to the NGVD 29 superseded value.
 FF0605
 FF0605.The geoid height was determined by GEOID03.
 FF0605
 FF0605;                    North         East    Units  Estimated Accuracy
 FF0605;SPC AR N     -    75,800.      511,780.      MT  (+/- 180 meters Scaled)
 FF0605
 FF0605                          SUPERSEDED SURVEY CONTROL
 FF0605
 FF0605  NGVD 29 (??/??/??)  110.920  (m)          363.91   (f) ADJUSTED    ?  
 FF0605
 FF0605.Superseded values are not recommended for survey control.
 FF0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0605.See file dsdata.txt to determine how the superseded data were derived.
 FF0605
 FF0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU030764(NAD 83)
 FF0605_MARKER: DR = REFERENCE MARK DISK
 FF0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0605+STABILITY: SURFACE MOTION
 FF0605
 FF0605  HISTORY     - Date     Condition        Report By
 FF0605  HISTORY     - 1941     MONUMENTED       ARGS
 FF0605  HISTORY     - 1941     GOOD             CGS
 FF0605
 FF0605                          STATION DESCRIPTION
 FF0605
 FF0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FF0605'0.6 MI E FROM FORREST CITY.
 FF0605'91.5 FEET SOUTH OF TRIANGULATION STATION FORREST 2, DESCRIBED
 FF0605'ABOVE.  A STANDARD REFERENCE-MARK DISK, SET IN THE TOP OF A
 FF0605'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2882 ***********************************************************************
 EH2882  DESIGNATION -  FORREST CITY ARK PWR CO MAST
 EH2882  PID         -  EH2882
 EH2882  STATE/COUNTY-  AR/ST FRANCIS
 EH2882  USGS QUAD   -  HAYNES (1992)
 EH2882
 EH2882                         *CURRENT SURVEY CONTROL
 EH2882  ___________________________________________________________________
 EH2882* NAD 83(1997)-  34 58 53.39909(N)    090 46 27.41143(W)     ADJUSTED  
 EH2882* NAVD 88     -                                                        
 EH2882  ___________________________________________________________________
 EH2882  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EH2882  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH2882
 EH2882  HORZ ORDER  -  THIRD
 EH2882
 EH2882.The horizontal coordinates were established by classical geodetic methods
 EH2882.and adjusted by the National Geodetic Survey in September 1999..
 EH2882
 EH2882
 EH2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2882
 EH2882.The geoid height was determined by GEOID03.
 EH2882
 EH2882;                    North         East     Units Scale Factor Converg.
 EH2882;SPC AR N     -    72,605.594   511,914.915   MT  0.99999088   +0 42 47.7
 EH2882;SPC AR N     -   238,206.85  1,679,507.52   sFT  0.99999088   +0 42 47.7
 EH2882;SPC AR S     -   657,427.776   511,922.306   MT  1.00005498   +0 41 09.7
 EH2882;SPC AR S     - 2,156,910.96  1,679,531.77   sFT  1.00005498   +0 41 09.7
 EH2882;UTM  15      - 3,873,254.459   703,163.901   MT  1.00010873   +1 16 35.3
 EH2882
 EH2882                          SUPERSEDED SURVEY CONTROL
 EH2882
 EH2882  NAD 83(1997)-  34 58 53.40333(N)    090 46 27.40968(W) AD(       ) 4
 EH2882  NAD 83(1986)-  34 58 53.40789(N)    090 46 27.40999(W) AD(       ) 4
 EH2882  NAD 27      -  34 58 53.06800(N)    090 46 27.00500(W) AD(       ) 3
 EH2882
 EH2882.Superseded values are not recommended for survey control.
 EH2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2882.See file dsdata.txt to determine how the superseded data were derived.
 EH2882
 EH2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0316473254(NAD 83)
 EH2882_MARKER: 42 = RADIO/TV MAST
 EH2882
 EH2882  HISTORY     - Date     Condition        Report By
 EH2882  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2882
 EH2882                          STATION DESCRIPTION
 EH2882
 EH2882'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2882'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF
 EH2882'FORREST CITY.  IT IS 120 FEET SOUTH OF THE CENTER OF A CURVE
 EH2882'IN A GRAVELED ROAD AND IN THE CENTER OF A FENCED ENCLOSURE WHICH
 EH2882'IS ABOUT 40 FEET SQUARE.  IT IS A 4 LEGGED SELF SUPPORTING STEEL
 EH2882'TRUSSWORK STRUCTURE WITH A RED BLINKER LIGHT AND AN ANTENNA AT
 EH2882'ITS TOP.  THERE IS A 10 FOOT SQUARE BRICK BUILDING AT THE
 EH2882'CENTER OF THE BASE OF THE MAST.  THE OVERALL HEIGHT IS 250.0
 EH2882'FEET.
 EH2882'
 EH2882'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY, GO
 EH2882'SOUTH ON STATE ROUTE NO. 1A FOR 1.65 MILES TO A CROSSROAD, TURN
 EH2882'LEFT AND FOLLOW A GRAVELED ROAD SOUTH AND SOUTHEAST FOR 0.6
 EH2882'MILE TO A CURVE IN THE ROAD AND THE STATION ON THE RIGHT
 EH2882'AS DESCRIBED.
 EH2882'
 EH2882'THE RED BLINKER LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2085 ***********************************************************************
 FF2085  DESIGNATION -  FORREST CITY FED COMP NW TK
 FF2085  PID         -  FF2085
 FF2085  STATE/COUNTY-  AR/ST FRANCIS
 FF2085  USGS QUAD   -  FORREST CITY (1976)
 FF2085
 FF2085                         *CURRENT SURVEY CONTROL
 FF2085  ___________________________________________________________________
 FF2085* NAD 83(1997)-  35 00 16.60936(N)    090 47 37.19780(W)     ADJUSTED  
 FF2085* NAVD 88     -                                                        
 FF2085  ___________________________________________________________________
 FF2085  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FF2085  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF2085
 FF2085  HORZ ORDER  -  THIRD
 FF2085
 FF2085.The horizontal coordinates were established by classical geodetic methods
 FF2085.and adjusted by the National Geodetic Survey in September 1999..
 FF2085
 FF2085
 FF2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2085
 FF2085.The geoid height was determined by GEOID03.
 FF2085
 FF2085;                    North         East     Units Scale Factor Converg.
 FF2085;SPC AR N     -    75,147.788   510,113.622   MT  0.99998675   +0 42 07.1
 FF2085;SPC AR N     -   246,547.37  1,673,597.77   sFT  0.99998675   +0 42 07.1
 FF2085;SPC AR S     -   659,970.994   510,122.086   MT  1.00006174   +0 40 30.6
 FF2085;SPC AR S     - 2,165,254.84  1,673,625.54   sFT  1.00006174   +0 40 30.6
 FF2085;UTM  15      - 3,875,779.100   701,337.476   MT  1.00009962   +1 15 57.9
 FF2085
 FF2085                          SUPERSEDED SURVEY CONTROL
 FF2085
 FF2085  NAD 83(1997)-  35 00 16.61387(N)    090 47 37.19534(W) AD(       ) 4
 FF2085  NAD 83(1986)-  35 00 16.61819(N)    090 47 37.19580(W) AD(       ) 4
 FF2085  NAD 27      -  35 00 16.28200(N)    090 47 36.77800(W) AD(       ) 3
 FF2085
 FF2085.Superseded values are not recommended for survey control.
 FF2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2085.See file dsdata.txt to determine how the superseded data were derived.
 FF2085
 FF2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0133775779(NAD 83)
 FF2085_MARKER: 53 = ELEVATED TANK
 FF2085
 FF2085  HISTORY     - Date     Condition        Report By
 FF2085  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2085
 FF2085                          STATION DESCRIPTION
 FF2085
 FF2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2085'THE STATION IS LOCATED NEAR THE WEST EDGE OF FORREST CITY.
 FF2085'IT IS 30 FEET WEST OF THE CENTER OF COMPRESS STREET.  IT
 FF2085'IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 FF2085'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 FF2085'THE OVERALL HEIGHT IS ABOUT 135 FEET.
 FF2085'
 FF2085'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2087 ***********************************************************************
 FF2087  DESIGNATION -  FORREST CITY FED COMP SE TK
 FF2087  PID         -  FF2087
 FF2087  STATE/COUNTY-  AR/ST FRANCIS
 FF2087  USGS QUAD   -  FORREST CITY (1976)
 FF2087
 FF2087                         *CURRENT SURVEY CONTROL
 FF2087  ___________________________________________________________________
 FF2087* NAD 83(1997)-  35 00 04.03195(N)    090 47 13.25742(W)     ADJUSTED  
 FF2087* NAVD 88     -                                                        
 FF2087  ___________________________________________________________________
 FF2087  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FF2087  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FF2087
 FF2087  HORZ ORDER  -  THIRD
 FF2087
 FF2087.The horizontal coordinates were established by classical geodetic methods
 FF2087.and adjusted by the National Geodetic Survey in September 1999..
 FF2087
 FF2087
 FF2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2087
 FF2087.The geoid height was determined by GEOID03.
 FF2087
 FF2087;                    North         East     Units Scale Factor Converg.
 FF2087;SPC AR N     -    74,767.683   510,725.385   MT  0.99998737   +0 42 21.0
 FF2087;SPC AR N     -   245,300.31  1,675,604.87   sFT  0.99998737   +0 42 21.0
 FF2087;SPC AR S     -   659,590.575   510,733.716   MT  1.00006071   +0 40 44.0
 FF2087;SPC AR S     - 2,164,006.74  1,675,632.20   sFT  1.00006071   +0 40 44.0
 FF2087;UTM  15      - 3,875,404.993   701,953.021   MT  1.00010268   +1 16 11.2
 FF2087
 FF2087                          SUPERSEDED SURVEY CONTROL
 FF2087
 FF2087  NAD 83(1997)-  35 00 04.03648(N)    090 47 13.25486(W) AD(       ) 4
 FF2087  NAD 83(1986)-  35 00 04.04077(N)    090 47 13.25487(W) AD(       ) 4
 FF2087  NAD 27      -  35 00 03.70500(N)    090 47 12.83800(W) AD(       ) 3
 FF2087
 FF2087.Superseded values are not recommended for survey control.
 FF2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2087.See file dsdata.txt to determine how the superseded data were derived.
 FF2087
 FF2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0195375405(NAD 83)
 FF2087_MARKER: 53 = ELEVATED TANK
 FF2087
 FF2087  HISTORY     - Date     Condition        Report By
 FF2087  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2087
 FF2087                          STATION DESCRIPTION
 FF2087
 FF2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2087'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF FORREST
 FF2087'CITY.  IT IS 30 FEET SOUTHWEST OF THE CENTER OF WHERE BAYOU
 FF2087'STREET CURVES FROM THE EAST TO THE SOUTH.  IT IS A 4 LEGGED
 FF2087'STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE TANK HAS
 FF2087'A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.  THE OVERALL
 FF2087'HEIGHT IS ABOUT 135 FEET.
 FF2087'
 FF2087'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2083 ***********************************************************************
 FF2083  DESIGNATION -  FORREST CITY MAG
 FF2083  PID         -  FF2083
 FF2083  STATE/COUNTY-  AR/ST FRANCIS
 FF2083  USGS QUAD   -  FORREST CITY (1976)
 FF2083
 FF2083                         *CURRENT SURVEY CONTROL
 FF2083  ___________________________________________________________________
 FF2083* NAD 83(1997)-  35 01 03.05325(N)    090 47 19.87780(W)     ADJUSTED  
 FF2083* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 FF2083  ___________________________________________________________________
 FF2083  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FF2083  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FF2083
 FF2083  HORZ ORDER  -  SECOND
 FF2083
 FF2083.The horizontal coordinates were established by classical geodetic methods
 FF2083.and adjusted by the National Geodetic Survey in September 1999..
 FF2083
 FF2083.The orthometric height was scaled from a topographic map.
 FF2083
 FF2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2083
 FF2083.The geoid height was determined by GEOID03.
 FF2083
 FF2083;                    North         East     Units Scale Factor Converg.
 FF2083;SPC AR N     -    76,584.306   510,535.152   MT  0.99998452   +0 42 17.2
 FF2083;SPC AR N     -   251,260.34  1,674,980.74   sFT  0.99998452   +0 42 17.2
 FF2083;SPC AR S     -   661,407.427   510,544.322   MT  1.00006558   +0 40 40.3
 FF2083;SPC AR S     - 2,169,967.53  1,675,010.83   sFT  1.00006558   +0 40 40.3
 FF2083;UTM  15      - 3,877,219.865   701,744.884   MT  1.00010165   +1 16 09.3
 FF2083
 FF2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2083!SPC AR N     -   0.99999168  x   0.99998452  =   0.99997620
 FF2083!SPC AR S     -   0.99999168  x   1.00006558  =   1.00005726
 FF2083!UTM  15      -   0.99999168  x   1.00010165  =   1.00009333
 FF2083
 FF2083:                Primary Azimuth Mark                     Grid Az
 FF2083:SPC AR N     -  FORREST CITY WOODRUFF ELEC RAD           001 12 51.8
 FF2083:SPC AR S     -  FORREST CITY WOODRUFF ELEC RAD           001 14 28.7
 FF2083:UTM  15      -  FORREST CITY WOODRUFF ELEC RAD           000 38 59.7
 FF2083
 FF2083|---------------------------------------------------------------------|
 FF2083| PID    Reference Object                     Distance      Geod. Az  |
 FF2083|                                                           dddmmss.s |
 FF2083| FF2088 FORREST CITY WOODRUFF ELEC RAD      APPROX. 2.4 KM 0015509.0 |
 FF2083| CI3618 FORREST CITY MAG AZ MK                             0062526.6 |
 FF2083| CI3619 FORREST CITY MAG RM 1                34.808 METERS 05148     |
 FF2083| CI3620 FORREST CITY MAG RM 2                33.440 METERS 12530     |
 FF2083| FF2084 FORREST CITY ST FRANCIS CTHSE       APPROX. 1.2 KM 1540216.4 |
 FF2083|---------------------------------------------------------------------|
 FF2083
 FF2083                          SUPERSEDED SURVEY CONTROL
 FF2083
 FF2083  NAD 83(1997)-  35 01 03.05797(N)    090 47 19.87599(W) AD(       ) 2
 FF2083  NAD 83(1986)-  35 01 03.06230(N)    090 47 19.87660(W) AD(       ) 2
 FF2083  NAD 27      -  35 01 02.73010(N)    090 47 19.46890(W) AD(       ) 2
 FF2083
 FF2083.Superseded values are not recommended for survey control.
 FF2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2083.See file dsdata.txt to determine how the superseded data were derived.
 FF2083
 FF2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0174577220(NAD 83)
 FF2083_MARKER: DM = MAGNETIC STATION DISK
 FF2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2083_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2083
 FF2083  HISTORY     - Date     Condition        Report By
 FF2083  HISTORY     - 1954     MONUMENTED       CGS
 FF2083  HISTORY     - 1973     GOOD             NGS
 FF2083
 FF2083                          STATION DESCRIPTION
 FF2083
 FF2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2083'THE STATION IS LOCATED ON THE PLAY GROUNDS OF THE FORREST CITY
 FF2083'GRADE SCHOOL, 105 FEET WEST OF THE CENTER OF NORTH ROSSER STREET
 FF2083'AND 40 FEET EAST OF THE EAST END OF A FOOT BRIDGE.  IT IS A
 FF2083'STANDARD U.S. COAST AND GEODETIC SURVEY MAGNETIC STATION MARK
 FF2083'DISK SET IN THE TOP OF A CONCRETE POST THAT IS ABOUT 8 INCHES
 FF2083'IN DIAMETER, IT PROJECTS 3 INCHES AND THERE IS NO STAMPING ON
 FF2083'THE DISK.
 FF2083'
 FF2083'REFERENCE MARK NO. 1 IS SET IN THE WEST CURB OF NORTH ROSSER
 FF2083'STREET, 29.5 FEET NORTH NORTHEAST OF A STREET LAMP POST AND
 FF2083'15 FEET WEST OF THE CENTER OF NORTH ROSSER STREET.  IT IS A
 FF2083'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 FF2083'CURB AND IT IS STAMPED FORREST CITY MAG NO 1 1954.
 FF2083'
 FF2083'REFERENCE MARK NO. 2 IS SET IN THE WEST CURB OF NORTH ROSSER
 FF2083'STREET, 38 FEET NORTH OF A POWER LINE BRACE POLE AND 15 FEET
 FF2083'WEST OF THE CENTER OF NORTH ROSSER STREET.  IT IS A STANDARD
 FF2083'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE CURB
 FF2083'AND IT IS STAMPED FORREST CITY MAG NO 2 1954.
 FF2083'
 FF2083'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 134.35 FEET.
 FF2083'
 FF2083'THE AZIMUTH MARK IS 152 FEET NORTH OF THE CENTER OF ARKANSAS
 FF2083'STREET, 15.5 FEET EAST OF THE CENTER OF NORTH ROSSER STREET
 FF2083'AND 6 INCHES EAST OF THE CURB.  IT IS SET FLUSH WITH THE
 FF2083'GROUND AND IT IS STAMPED FORREST CITY MAG 1954.
 FF2083'
 FF2083'TO REACH THE STATION FROM THE FORREST CITY POST OFFICE GO NORTH
 FF2083'ON NORTH WASHINGTON STREET FOR 0.45 MILE TO FUSSELL STREET,
 FF2083'TURN LEFT AND GO WEST ON FUSSELL STREET FOR 0.1 MILE TO NORTH
 FF2083'ROSSER STREET, TURN RIGHT AND GO NORTH ON NORTH ROSSER STREET
 FF2083'FOR 0.05 MILE TO THE STATION AND REFERENCE MARKS ON THE LEFT
 FF2083'AS DESCRIBED.
 FF2083'
 FF2083'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON NORTH
 FF2083'ROSSER STREET FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 FF2083'AS DESCRIBED.
 FF2083'
 FF2083'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2083
 FF2083                          STATION RECOVERY (1973)
 FF2083
 FF2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FF2083'STATION AND BOTH RMS WERE RECOVERED IN GOOD CONDITION AS
 FF2083'DESCRIBED.
 FF2083'
 FF2083'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 FF2083'
 FF2083'ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2086 ***********************************************************************
 FF2086  DESIGNATION -  FORREST CITY MUNICIPAL TANK
 FF2086  PID         -  FF2086
 FF2086  STATE/COUNTY-  AR/ST FRANCIS
 FF2086  USGS QUAD   -  FORREST CITY (1976)
 FF2086
 FF2086                         *CURRENT SURVEY CONTROL
 FF2086  ___________________________________________________________________
 FF2086* NAD 83(1997)-  35 01 05.45639(N)    090 46 21.22018(W)     ADJUSTED  
 FF2086* NAVD 88     -                                                        
 FF2086  ___________________________________________________________________
 FF2086  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FF2086  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FF2086
 FF2086  HORZ ORDER  -  THIRD
 FF2086
 FF2086.The horizontal coordinates were established by classical geodetic methods
 FF2086.and adjusted by the National Geodetic Survey in September 1999..
 FF2086
 FF2086
 FF2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2086
 FF2086.The geoid height was determined by GEOID03.
 FF2086
 FF2086;                    North         East     Units Scale Factor Converg.
 FF2086;SPC AR N     -    76,676.771   512,021.204   MT  0.99998440   +0 42 51.3
 FF2086;SPC AR N     -   251,563.71  1,679,856.23   sFT  0.99998440   +0 42 51.3
 FF2086;SPC AR S     -   661,499.197   512,030.538   MT  1.00006579   +0 41 13.1
 FF2086;SPC AR S     - 2,170,268.62  1,679,886.86   sFT  1.00006579   +0 41 13.1
 FF2086;UTM  15      - 3,877,326.978   703,230.133   MT  1.00010906   +1 16 43.0
 FF2086
 FF2086                          SUPERSEDED SURVEY CONTROL
 FF2086
 FF2086  NAD 83(1997)-  35 01 05.46103(N)    090 46 21.21831(W) AD(       ) 4
 FF2086  NAD 83(1986)-  35 01 05.46561(N)    090 46 21.21885(W) AD(       ) 4
 FF2086  NAD 27      -  35 01 05.12800(N)    090 46 20.81400(W) AD(       ) 3
 FF2086
 FF2086.Superseded values are not recommended for survey control.
 FF2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2086.See file dsdata.txt to determine how the superseded data were derived.
 FF2086
 FF2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0323077327(NAD 83)
 FF2086_MARKER: 51 = TANK
 FF2086
 FF2086  HISTORY     - Date     Condition        Report By
 FF2086  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2086
 FF2086                          STATION DESCRIPTION
 FF2086
 FF2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2086'THE STATION IS LOCATED ON A HIGH KNOLL AT THE NORTHEAST
 FF2086'EDGE OF FORREST CITY.  IT IS ABOUT 100 FEET WEST OF THE
 FF2086'CENTER OF EAST ROAD AND IN THE CENTER OF A FENCED ENCLOSURE
 FF2086'WHICH IS ABOUT 100 FEET SQUARE.  IT IS A LARGE ROUND TANK
 FF2086'SET ON A CONCRETE BASE.  THE TANK IS ABOUT 50 FEET IN DIAMETER
 FF2086'AND PROJECTS 50 FEET.  IT HAS A CONICAL SHAPED ROOF WITH
 FF2086'A BALL AT THE APEX.
 FF2086'
 FF2086'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2886 ***********************************************************************
 EH2886  DESIGNATION -  FORREST CITY RAD STA KXJK MAST
 EH2886  PID         -  EH2886
 EH2886  STATE/COUNTY-  AR/ST FRANCIS
 EH2886  USGS QUAD   -  HAYNES (1992)
 EH2886
 EH2886                         *CURRENT SURVEY CONTROL
 EH2886  ___________________________________________________________________
 EH2886* NAD 83(1997)-  34 58 53.66395(N)    090 51 27.29297(W)     ADJUSTED  
 EH2886* NAVD 88     -                                                        
 EH2886  ___________________________________________________________________
 EH2886  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 EH2886  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH2886
 EH2886  HORZ ORDER  -  THIRD
 EH2886
 EH2886.The horizontal coordinates were established by classical geodetic methods
 EH2886.and adjusted by the National Geodetic Survey in September 1999..
 EH2886
 EH2886
 EH2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2886
 EH2886.The geoid height was determined by GEOID03.
 EH2886
 EH2886;                    North         East     Units Scale Factor Converg.
 EH2886;SPC AR N     -    72,522.293   504,309.386   MT  0.99999087   +0 39 53.2
 EH2886;SPC AR N     -   237,933.56  1,654,555.04   sFT  0.99999087   +0 39 53.2
 EH2886;SPC AR S     -   657,347.959   504,316.251   MT  1.00005500   +0 38 21.8
 EH2886;SPC AR S     - 2,156,649.10  1,654,577.57   sFT  1.00005500   +0 38 21.8
 EH2886;UTM  15      - 3,873,096.339   695,558.805   MT  1.00007135   +1 13 43.2
 EH2886
 EH2886                          SUPERSEDED SURVEY CONTROL
 EH2886
 EH2886  NAD 83(1997)-  34 58 53.66876(N)    090 51 27.29071(W) AD(       ) 4
 EH2886  NAD 83(1986)-  34 58 53.67267(N)    090 51 27.29146(W) AD(       ) 4
 EH2886  NAD 27      -  34 58 53.33600(N)    090 51 26.87400(W) AD(       ) 3
 EH2886
 EH2886.Superseded values are not recommended for survey control.
 EH2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2886.See file dsdata.txt to determine how the superseded data were derived.
 EH2886
 EH2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9555973096(NAD 83)
 EH2886
 EH2886  HISTORY     - Date     Condition        Report By
 EH2886  HISTORY     - 1953     MONUMENTED       CGS
 EH2886
 EH2886                          STATION DESCRIPTION
 EH2886
 EH2886'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2886'THE STATION IS LOCATED 4.8 MILES WEST OF THE CENTER OF FORREST
 EH2886'CITY AND 2.7 MILES EAST OF PALESTINE.  IT IS 300.0 FEET SOUTH
 EH2886'OF U. S. HIGHWAY NO. 70 AND 100.0 FEET SOUTHWEST OF THE
 EH2886'SOUTHWEST CORNER OF A CONCRETE CONTROL BUILDING.  IT IS A
 EH2886'STEEL TRUSS STRUCTURE SUPPORTED BY MANY GUY CABLES, IS PAINTED
 EH2886'ALTERNATELY RED AND WHITE, HAS A RED FLASHING LIGHT AT THE
 EH2886'TOP OF THE MAST AND IS 285.0 FEET HIGH.
 EH2886'
 EH2886'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST.
 EH2886'
 EH2886'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY,
 EH2886'GO SOUTH ON STATE ROUTE NO. 1 FOR 1 BLOCK TO THE JUNCTION
 EH2886'WITH U. S. HIGHWAY NO. 70.  HERE TURN RIGHT AND GO WESTERLY
 EH2886'ON U. S. HIGHWAY NO. 70 FOR 4.8 MILES AND THE STATION ON
 EH2886'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2084 ***********************************************************************
 FF2084  DESIGNATION -  FORREST CITY ST FRANCIS CTHSE
 FF2084  PID         -  FF2084
 FF2084  STATE/COUNTY-  AR/ST FRANCIS
 FF2084  USGS QUAD   -  FORREST CITY (1976)
 FF2084
 FF2084                         *CURRENT SURVEY CONTROL
 FF2084  ___________________________________________________________________
 FF2084* NAD 83(1997)-  35 00 29.07311(N)    090 46 59.76877(W)     ADJUSTED  
 FF2084* NAVD 88     -                                                        
 FF2084  ___________________________________________________________________
 FF2084  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FF2084  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF2084
 FF2084  HORZ ORDER  -  THIRD
 FF2084
 FF2084.The horizontal coordinates were established by classical geodetic methods
 FF2084.and adjusted by the National Geodetic Survey in September 1999..
 FF2084
 FF2084
 FF2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2084
 FF2084.The geoid height was determined by GEOID03.
 FF2084
 FF2084;                    North         East     Units Scale Factor Converg.
 FF2084;SPC AR N     -    75,543.524   511,057.857   MT  0.99998615   +0 42 28.9
 FF2084;SPC AR N     -   247,845.71  1,676,695.65   sFT  0.99998615   +0 42 28.9
 FF2084;SPC AR S     -   660,366.317   511,066.579   MT  1.00006277   +0 40 51.6
 FF2084;SPC AR S     - 2,166,551.83  1,676,724.27   sFT  1.00006277   +0 40 51.6
 FF2084;UTM  15      - 3,876,184.160   702,277.877   MT  1.00010430   +1 16 19.7
 FF2084
 FF2084                          SUPERSEDED SURVEY CONTROL
 FF2084
 FF2084  NAD 83(1997)-  35 00 29.07755(N)    090 46 59.76679(W) AD(       ) 4
 FF2084  NAD 83(1986)-  35 00 29.08193(N)    090 46 59.76731(W) AD(       ) 4
 FF2084  NAD 27      -  35 00 28.74400(N)    090 46 59.35600(W) AD(       ) 3
 FF2084
 FF2084.Superseded values are not recommended for survey control.
 FF2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2084.See file dsdata.txt to determine how the superseded data were derived.
 FF2084
 FF2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0227876184(NAD 83)
 FF2084
 FF2084  HISTORY     - Date     Condition        Report By
 FF2084  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2084
 FF2084                          STATION DESCRIPTION
 FF2084
 FF2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2084'THE STATION IS LOCATED NEAR THE CENTER OF FORREST CITY,
 FF2084'ABOUT 85 FEET EAST OF THE CENTER OF WHERE S. IZARD STREET
 FF2084'MAKES A T-JUNCTION WITH S. FRONT STREET.  THE CLOCK TOWER
 FF2084'IS LOCATED AT THE NORTHEAST CORNER OF THE COURT HOUSE AND
 FF2084'HAS A SPIRE AT ITS TOP WHICH IS ABOUT 15 FEET.  THE OVERALL
 FF2084'HEIGHT IS ABOUT 100 FEET.
 FF2084'
 FF2084'THE TOP OF THE SPIRE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2088 ***********************************************************************
 FF2088  DESIGNATION -  FORREST CITY WOODRUFF ELEC RAD
 FF2088  PID         -  FF2088
 FF2088  STATE/COUNTY-  AR/ST FRANCIS
 FF2088  USGS QUAD   -  FORREST CITY (1976)
 FF2088
 FF2088                         *CURRENT SURVEY CONTROL
 FF2088  ___________________________________________________________________
 FF2088* NAD 83(1997)-  35 02 21.95861(N)    090 47 16.66305(W)     ADJUSTED  
 FF2088* NAVD 88     -                                                        
 FF2088  ___________________________________________________________________
 FF2088  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FF2088  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FF2088
 FF2088  HORZ ORDER  -  THIRD
 FF2088
 FF2088.The horizontal coordinates were established by classical geodetic methods
 FF2088.and adjusted by the National Geodetic Survey in September 1999..
 FF2088
 FF2088
 FF2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2088
 FF2088.The geoid height was determined by GEOID03.
 FF2088
 FF2088;                    North         East     Units Scale Factor Converg.
 FF2088;SPC AR N     -    79,016.706   510,586.715   MT  0.99998084   +0 42 19.0
 FF2088;SPC AR N     -   259,240.64  1,675,149.91   sFT  0.99998084   +0 42 19.0
 FF2088;SPC AR S     -   663,840.013   510,597.032   MT  1.00007223   +0 40 42.1
 FF2088;SPC AR S     - 2,177,948.44  1,675,183.76   sFT  1.00007223   +0 40 42.1
 FF2088;UTM  15      - 3,879,652.946   701,772.470   MT  1.00010178   +1 16 13.6
 FF2088
 FF2088                          SUPERSEDED SURVEY CONTROL
 FF2088
 FF2088  NAD 83(1997)-  35 02 21.96436(N)    090 47 16.66129(W) AD(       ) 4
 FF2088  NAD 83(1986)-  35 02 21.96828(N)    090 47 16.66197(W) AD(       ) 4
 FF2088  NAD 27      -  35 02 21.64000(N)    090 47 16.25500(W) AD(       ) 3
 FF2088
 FF2088.Superseded values are not recommended for survey control.
 FF2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2088.See file dsdata.txt to determine how the superseded data were derived.
 FF2088
 FF2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0177279653(NAD 83)
 FF2088_MARKER: 42 = RADIO/TV MAST
 FF2088
 FF2088  HISTORY     - Date     Condition        Report By
 FF2088  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2088
 FF2088                          STATION DESCRIPTION
 FF2088
 FF2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2088'THE STATION IS LOCATED AT THE WOODRUFF ELECTRIC CO-OPERATIVE
 FF2088'CORPORATION OF AGUSTA AND FORREST CITY PLANT.  IT IS 1.2
 FF2088'MILES NORTH OF THE POST OFFICE IN FORREST CITY AND ABOUT
 FF2088'200 YARDS EAST OF STATE ROUTE NO. 1.
 FF2088'
 FF2088'IT IS A STEEL TRUSS-WORK STRUCTURE SUPPORTED BY MANY GUY
 FF2088'CABLES, IS PAINTED ALTERNATELY RED AND WHITE, HAS A RED
 FF2088'FLASHING LIGHT AT THE TOP OF THE MAST AND IS 135.0 FEET HIGH.
 FF2088'
 FF2088'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST.
 FF2088'
 FF2088'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY,
 FF2088'GO NORTHERLY ON STATE ROUTE NO. 1 FOR 1.2 MILES AND THE
 FF2088'STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0805 ***********************************************************************
 FH0805  DESIGNATION -  FORT
 FH0805  PID         -  FH0805
 FH0805  STATE/COUNTY-  AR/SEBASTIAN
 FH0805  USGS QUAD   -  FORT SMITH (1987)
 FH0805
 FH0805                         *CURRENT SURVEY CONTROL
 FH0805  ___________________________________________________________________
 FH0805* NAD 83(1997)-  35 23 15.48333(N)    094 25 46.77156(W)     ADJUSTED  
 FH0805* NAVD 88     -       133.799  (meters)     438.97   (feet)  ADJUSTED  
 FH0805  ___________________________________________________________________
 FH0805  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 FH0805  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FH0805  DYNAMIC HT  -         133.674 (meters)     438.56  (feet)  COMP
 FH0805  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FH0805
 FH0805  HORZ ORDER  -  FIRST
 FH0805  VERT ORDER  -  FIRST     CLASS II
 FH0805
 FH0805.The horizontal coordinates were established by classical geodetic methods
 FH0805.and adjusted by the National Geodetic Survey in September 1999..
 FH0805
 FH0805.The orthometric height was determined by differential leveling
 FH0805.and adjusted by the National Geodetic Survey in June 1991..
 FH0805
 FH0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0805
 FH0805.The geoid height was determined by GEOID03.
 FH0805
 FH0805.The dynamic height is computed by dividing the NAVD 88
 FH0805.geopotential number by the normal gravity value computed on the
 FH0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0805.degrees latitude (g = 980.6199 gals.).
 FH0805
 FH0805.The modeled gravity was interpolated from observed gravity values.
 FH0805
 FH0805;                    North         East     Units Scale Factor Converg.
 FH0805;SPC AR N     -   119,688.733   179,287.214   MT  0.99994179   -1 24 49.7
 FH0805;SPC AR N     -   392,678.78    588,211.47   sFT  0.99994179   -1 24 49.7
 FH0805;SPC OK N     -    48,973.748   924,324.385   MT  1.00003732   +2 06 25.3
 FH0805;SPC OK N     -   160,674.70  3,032,554.25   sFT  1.00003732   +2 06 25.3
 FH0805;SPC OK S     -   233,617.157   924,328.829   MT  1.00003414   +2 01 35.7
 FH0805;SPC OK S     -   766,458.96  3,032,568.83   sFT  1.00003414   +2 01 35.7
 FH0805;UTM  15      - 3,916,969.851   370,155.017   MT  0.99980777   -0 49 40.9
 FH0805
 FH0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0805!SPC AR N     -   0.99998372  x   0.99994179  =   0.99992551
 FH0805!SPC OK N     -   0.99998372  x   1.00003732  =   1.00002104
 FH0805!SPC OK S     -   0.99998372  x   1.00003414  =   1.00001786
 FH0805!UTM  15      -   0.99998372  x   0.99980777  =   0.99979149
 FH0805
 FH0805:                Primary Azimuth Mark                     Grid Az
 FH0805:SPC AR N     -  FORT SMITH SE TRANSM LINE TWR            012 52 56.8
 FH0805:SPC OK N     -  FORT SMITH SE TRANSM LINE TWR            009 21 41.8
 FH0805:SPC OK S     -  FORT SMITH SE TRANSM LINE TWR            009 26 31.4
 FH0805:UTM  15      -  FORT SMITH SE TRANSM LINE TWR            012 17 48.0
 FH0805
 FH0805|---------------------------------------------------------------------|
 FH0805| PID    Reference Object                     Distance      Geod. Az  |
 FH0805|                                                           dddmmss.s |
 FH0805| FH0993 FORT SMITH SE TRANSM LINE TWR       APPROX. 0.6 KM 0112807.1 |
 FH0805| FH0990 FORT SMITH SCHAAP DRUG CO TANK      279.354 METERS 03253     |
 FH0805| FH0992 FORT SMITH COMPRESS STANDPIPE       APPROX. 3.1 KM 0382711.8 |
 FH0805| FH1004 FORT SMITH CIT FIRE ASSN TANK       384.930 METERS 04726     |
 FH0805| CI0911 FORT RM 1                            42.718 METERS 04748     |
 FH0805| FH0996 FORT SMITH HARDING GLASS W STK      APPROX. 3.3 KM 0521440.2 |
 FH0805| FH0994 FORT SMITH HARDING GLASS E STK      APPROX. 3.4 KM 0531756.5 |
 FH0805| FH0981 VAN BUREN NE TRANSM LINE TOWER      APPROX. 8.2 KM 0542730.0 |
 FH0805| FH0982 VAN BUREN SW TRANSM LINE TOWER      APPROX. 7.6 KM 0545733.0 |
 FH0805| FH0998 FORT SMITH FIRST EVANG LUTH CH      APPROX. 1.2 KM 0942703.7 |
 FH0805| FH0991 FORT SMITH ST BONIFACE CATH CH      APPROX. 1.7 KM 1121851.1 |
 FH0805| FH1001 FORT SMITH IMM CON CATH CHURCH      APPROX. 1.1 KM 1181722.1 |
 FH0805| FH1005 FORT SMITH SEBASTIAN CO CTHSE       375.233 METERS 12314     |
 FH0805| FH0986 FORT SMITH DODSON AVE ME CH         APPROX. 2.3 KM 1382854.5 |
 FH0805| FH0988 FORT SMITH WAGON CO TANK            APPROX. 2.7 KM 1752215.0 |
 FH0805| FH0984 FORT SMITH CHEROKEE MILLS STK       APPROX. 1.5 KM 1790222.9 |
 FH0805| FH0987 FORT SMITH MUN WATER WORKS STK      APPROX. 2.5 KM 1844344.5 |
 FH0805| FH1009 BOUNDARY MON INITIAL POINT AR OK    160.407 METERS 29722     |
 FH0805| CI0912 FORT RM 2                            34.519 METERS 29848     |
 FH0805| FH0999 FORT SMITH NW TRANSM LINE TWR       APPROX. 1.2 KM 3333316.5 |
 FH0805|---------------------------------------------------------------------|
 FH0805
 FH0805                          SUPERSEDED SURVEY CONTROL
 FH0805
 FH0805  NAD 83(1997)-  35 23 15.48707(N)    094 25 46.76987(W) AD(       ) 1
 FH0805  NAD 83(1986)-  35 23 15.48687(N)    094 25 46.76226(W) AD(       ) 1
 FH0805  NAD 27      -  35 23 15.15900(N)    094 25 45.98700(W) AD(       ) 1
 FH0805
 FH0805.Superseded values are not recommended for survey control.
 FH0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0805.See file dsdata.txt to determine how the superseded data were derived.
 FH0805
 FH0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7015516970(NAD 83)
 FH0805_MARKER: DS = TRIANGULATION STATION DISK
 FH0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0805_SP_SET: CONCRETE POST
 FH0805_STAMPING: FORT 1935
 FH0805_MARK LOGO: CGS   
 FH0805_PROJECTION: FLUSH
 FH0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0805+STABILITY: SURFACE MOTION
 FH0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0805+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 FH0805
 FH0805  HISTORY     - Date     Condition        Report By
 FH0805  HISTORY     - 1935     MONUMENTED       CGS
 FH0805  HISTORY     - 1947     GOOD             AMS
 FH0805  HISTORY     - 1959     GOOD             CGS
 FH0805  HISTORY     - 1984     GOOD             NGS
 FH0805  HISTORY     - 1989     GOOD             USPSQD
 FH0805  HISTORY     - 19891101 GOOD             NGS
 FH0805  HISTORY     - 20020221 MARK NOT FOUND   LOCSUR
 FH0805
 FH0805                          STATION DESCRIPTION
 FH0805
 FH0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0805'STATION IS LOCATED IN THE CITY OF FORT SMITH, ARKANSAS, IN
 FH0805'THE NW 1/4 SEC. 17, T 8 N, R 32 W ON LAND OWNED BY THE U.S.
 FH0805'GOVERMENT AND OCCUPIED BY THE FORT SMITH WELFARE ASSOCIATION.
 FH0805'THE MARK IS SET IN THE SE CORNER OF THE LOT, 171 FEET SE
 FH0805'OF THE SE CORNER OF THE WELFARE ASSOCIATION BUILDING, 22 FEET
 FH0805'NNE OF THE FENCE ON THE S SIDE OF THE LOT, 22 FEET WNW OF
 FH0805'THE FENCE ON THE E SIDE OF THE LOT.  MARK PROJECTS 2 INCHES.
 FH0805'
 FH0805'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH0805'BRONZE DISKS SET IN CONCRETE.
 FH0805'
 FH0805'REFERENCE MARK NO.1 IS NNE OF THE STATION ON THE E EDGE
 FH0805'OF THE LOT, 1 FOOT W OF FENCE, 176 FEET ESE OF THE SE CORNER
 FH0805'OF THE BUILDING AND PROJECTS 10 INCHES.
 FH0805'
 FH0805'REFERENCE MARK NO.2 IS W OF THE STATION, 1 FOOT N OF THE FENCE
 FH0805'ON THE S EDGE OF THE LOT, 113 FEET S OF THE SE CORNER OF
 FH0805'THE BUILDING AND PROJECTS 10 INCHES.
 FH0805'
 FH0805'AZIMUTH MARK IS SSE OF THE STATION ON THE W SIDE OF THE STREET.
 FH0805'IT IS 20 FEET WSW OF THE CENTER LINE OF THE STREET ABOUT
 FH0805'30 FEET N OF THE RAILROAD CROSSING AND PROJECTS 8 INCHES.
 FH0805'
 FH0805'ALL LIGHTS COME INTO VIEW AT 70 FEET.
 FH0805
 FH0805                          STATION RECOVERY (1947)
 FH0805
 FH0805'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947 (MLC)
 FH0805'STATION WAS RECOVERED IN GOOD CONDITION.  THE MEASUREMENTS
 FH0805'ARE CORRECT TO THE INSIDE EDGE OF THE CONCRETE SIDEWALK
 FH0805'INSTEAD OF THE FENCE.
 FH0805'
 FH0805'STATION DISK IS STAMPED FORT 1935.
 FH0805
 FH0805                          STATION RECOVERY (1959)
 FH0805
 FH0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0805'THE STATION AND R.M. NO. 1 WERE RECOVERED AND FOUND IN GOOD
 FH0805'CONDITION.
 FH0805'
 FH0805'THE STATION IS NORTHWEST OF THE INTERSECTION OF SOUTH 3RD
 FH0805'STREET AND PARKER AVENUE, ABOUT 52 FEET NORTH OF THE CENTERLINE
 FH0805'OF PARKER AVENUE, ABOUT 42 FEET WEST OF THE CENTERLINE OF
 FH0805'SOUTH 3RD STREET AND ABOUT 15 FEET EAST OF A LONE TREE.  R.M.
 FH0805'NO. 1 IS NORTH-NORTHEAST OF THE STATION AT THE WEST EDGE
 FH0805'OF THE SIDEWALK.  R.M. NO. 2 WAS NOT FOUND.  A ROCK AND WOOD
 FH0805'ENCLOSURE HAS BEEN BUILT ABOUT 100 FEET WEST OF THE STATION
 FH0805'AND THE MARK WAS PROBABLY DESTROYED WHEN THIS WAS DONE.
 FH0805'
 FH0805'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND.
 FH0805'THIS MARK HAS PROBABLY BEEN DESTROYED BY STREET IMPROVEMENT.
 FH0805
 FH0805                          STATION RECOVERY (1984)
 FH0805
 FH0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0805'IN FORT SMITH.
 FH0805'IN FORT SMITH, THE MARK IS AT THE OLD HISTORIC COURTHOUSE GROUNDS ON
 FH0805'THE FORT SMITH HISTORIC SITE, 0.3 KM (0.2 MI) WEST ALONG ROGERS AVENUE
 FH0805'FROM THE MAIN POST OFFICE, 15.85 METERS (52.0 FT) NORTH OF THE
 FH0805'EXTENDED CENTER OF PARKER AVENUE, 13.05 METERS (42.8 FT) WEST OF THE
 FH0805'CENTER OF THIRD STREET, 4.75 METERS (15.6 FT) EAST OF A MAPLE TREE.
 FH0805'THE MARK IS 0.61 M ABOVE THIRD STREET.
 FH0805
 FH0805                          STATION RECOVERY (1989)
 FH0805
 FH0805'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0805'RECOVERED IN GOOD CONDITION.
 FH0805
 FH0805                          STATION RECOVERY (1989)
 FH0805
 FH0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0805'RECOVERED IN GOOD CONDITION.
 FH0805
 FH0805                          STATION RECOVERY (2002)
 FH0805
 FH0805'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002
 FH0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1751 ***********************************************************************
 EJ1751  DESIGNATION -  FORT LOGAN H ROOTS WATER TANK
 EJ1751  PID         -  EJ1751
 EJ1751  STATE/COUNTY-  AR/PULASKI
 EJ1751  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1751
 EJ1751                         *CURRENT SURVEY CONTROL
 EJ1751  ___________________________________________________________________
 EJ1751* NAD 83(1997)-  34 46 31.92943(N)    092 17 42.12992(W)     ADJUSTED  
 EJ1751* NAVD 88     -                                                        
 EJ1751  ___________________________________________________________________
 EJ1751  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 EJ1751  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EJ1751
 EJ1751  HORZ ORDER  -  THIRD
 EJ1751
 EJ1751.The horizontal coordinates were established by classical geodetic methods
 EJ1751.and adjusted by the National Geodetic Survey in September 1999..
 EJ1751
 EJ1751
 EJ1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1751
 EJ1751.The geoid height was determined by GEOID03.
 EJ1751
 EJ1751;                    North         East     Units Scale Factor Converg.
 EJ1751;SPC AR S     -   633,946.731   372,993.337   MT  1.00000199   -0 09 54.5
 EJ1751;SPC AR S     - 2,079,873.57  1,223,728.97   sFT  1.00000199   -0 09 54.5
 EJ1751;UTM  15      - 3,848,377.661   564,504.872   MT  0.99965128   +0 24 07.6
 EJ1751
 EJ1751                          SUPERSEDED SURVEY CONTROL
 EJ1751
 EJ1751  NAD 83(1986)-  34 46 31.94145(N)    092 17 42.11839(W) AD(       ) 4
 EJ1751  NAD 27      -  34 46 31.61000(N)    092 17 41.57100(W) AD(       ) 3
 EJ1751
 EJ1751.Superseded values are not recommended for survey control.
 EJ1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1751.See file dsdata.txt to determine how the superseded data were derived.
 EJ1751
 EJ1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6450548378(NAD 83)
 EJ1751_MARKER: 51 = TANK
 EJ1751
 EJ1751  HISTORY     - Date     Condition        Report By
 EJ1751  HISTORY     - 1916     FIRST OBSERVED   CGS
 EJ1751  HISTORY     - 1940     GOOD             CGS
 EJ1751
 EJ1751                          STATION DESCRIPTION
 EJ1751
 EJ1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1751'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 EJ1751'THE FINIAL OF THE WATER TANK AT FORT LOGAN H. ROOTS.  THIS
 EJ1751'IS A SILVER-COLORED STEEL STRUCTURE.  IT IS APPROXIMATELY
 EJ1751'70 FEET TO BASE OF THE TANK AND 35 FEET FROM BASE OF TANK
 EJ1751'TO FINIAL.  THE TANK IS LOCATED IN THE W PART OF N LITTLE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1738 ***********************************************************************
 EJ1738  DESIGNATION -  FORT ROBINSON WATER TANK
 EJ1738  PID         -  EJ1738
 EJ1738  STATE/COUNTY-  AR/PULASKI
 EJ1738  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1738
 EJ1738                         *CURRENT SURVEY CONTROL
 EJ1738  ___________________________________________________________________
 EJ1738* NAD 83(1997)-  34 49 36.81357(N)    092 17 02.24208(W)     ADJUSTED  
 EJ1738* NAVD 88     -                                                        
 EJ1738  ___________________________________________________________________
 EJ1738  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 EJ1738  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ1738
 EJ1738  HORZ ORDER  -  THIRD
 EJ1738
 EJ1738.The horizontal coordinates were established by classical geodetic methods
 EJ1738.and adjusted by the National Geodetic Survey in September 1999..
 EJ1738
 EJ1738
 EJ1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1738
 EJ1738.The geoid height was determined by GEOID03.
 EJ1738
 EJ1738;                    North         East     Units Scale Factor Converg.
 EJ1738;SPC AR S     -   639,641.242   374,023.361   MT  1.00001399   -0 09 32.1
 EJ1738;SPC AR S     - 2,098,556.31  1,227,108.31   sFT  1.00001399   -0 09 32.1
 EJ1738;SPC AR N     -    54,794.424   374,023.140   MT  1.00002263   -0 09 54.8
 EJ1738;SPC AR N     -   179,771.37  1,227,107.59   sFT  1.00002263   -0 09 54.8
 EJ1738;UTM  15      - 3,854,080.065   565,478.093   MT  0.99965284   +0 24 32.2
 EJ1738
 EJ1738                          SUPERSEDED SURVEY CONTROL
 EJ1738
 EJ1738  NAD 83(1986)-  34 49 36.82465(N)    092 17 02.23015(W) AD(       ) 4
 EJ1738  NAD 27      -  34 49 36.49700(N)    092 17 01.68600(W) AD(       ) 3
 EJ1738
 EJ1738.Superseded values are not recommended for survey control.
 EJ1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1738.See file dsdata.txt to determine how the superseded data were derived.
 EJ1738
 EJ1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6547854080(NAD 83)
 EJ1738_MARKER: 82 = FINIAL
 EJ1738
 EJ1738  HISTORY     - Date     Condition        Report By
 EJ1738  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1738
 EJ1738                          STATION DESCRIPTION
 EJ1738
 EJ1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1738'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 EJ1738'THE FINIAL OF THE FORT ROBINSON WATER TANK.  THIS IS A STEEL
 EJ1738'STRUCTURE PAINTED BLACK.  IT IS APPROXIMATELY 90 FEET TO
 EJ1738'THE BASE OF THE TANK AND 30 FEET FROM THE BASE TO THE FINIAL.
 EJ1738'THE TANK IS LOCATED ON THE FORT ROBINSON RESERVATION,
 EJ1738'APPROXIMATELY 2-1/2 MILES N OF LEVY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1000 ***********************************************************************
 FH1000  DESIGNATION -  FORT SMITH
 FH1000  PID         -  FH1000
 FH1000  STATE/COUNTY-  AR/SEBASTIAN
 FH1000  USGS QUAD   -  FORT SMITH (1987)
 FH1000
 FH1000                         *CURRENT SURVEY CONTROL
 FH1000  ___________________________________________________________________
 FH1000* NAD 83(1997)-  35 23 10.02781(N)    094 25 36.52476(W)     ADJUSTED  
 FH1000* NAVD 88     -       161.0    (meters)     528.     (feet)  VERTCON   
 FH1000  ___________________________________________________________________
 FH1000  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 FH1000  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FH1000
 FH1000  HORZ ORDER  -  SECOND
 FH1000
 FH1000.The horizontal coordinates were established by classical geodetic methods
 FH1000.and adjusted by the National Geodetic Survey in September 1999..
 FH1000
 FH1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1000
 FH1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1000
 FH1000.The geoid height was determined by GEOID03.
 FH1000
 FH1000;                    North         East     Units Scale Factor Converg.
 FH1000;SPC AR N     -   119,514.284   179,541.583   MT  0.99994188   -1 24 43.8
 FH1000;SPC AR N     -   392,106.45    589,046.01   sFT  0.99994188   -1 24 43.8
 FH1000;SPC OK N     -    48,815.236   924,589.011   MT  1.00003767   +2 06 31.3
 FH1000;SPC OK N     -   160,154.65  3,033,422.45   sFT  1.00003767   +2 06 31.3
 FH1000;SPC OK S     -   233,458.273   924,593.232   MT  1.00003377   +2 01 41.5
 FH1000;SPC OK S     -   765,937.68  3,033,436.30   sFT  1.00003377   +2 01 41.5
 FH1000;UTM  15      - 3,916,798.035   370,411.121   MT  0.99980695   -0 49 34.9
 FH1000
 FH1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1000!SPC AR N     -   0.99997945  x   0.99994188  =   0.99992133
 FH1000!SPC OK N     -   0.99997945  x   1.00003767  =   1.00001712
 FH1000!SPC OK S     -   0.99997945  x   1.00003377  =   1.00001322
 FH1000!UTM  15      -   0.99997945  x   0.99980695  =   0.99978641
 FH1000
 FH1000:                Primary Azimuth Mark                     Grid Az
 FH1000:SPC AR N     -  FORT SMITH CIT FIRE ASSN TANK            004 44 05.0
 FH1000:SPC OK N     -  FORT SMITH CIT FIRE ASSN TANK            001 12 49.9
 FH1000:SPC OK S     -  FORT SMITH CIT FIRE ASSN TANK            001 17 39.7
 FH1000:UTM  15      -  FORT SMITH CIT FIRE ASSN TANK            004 08 56.1
 FH1000
 FH1000|---------------------------------------------------------------------|
 FH1000| PID    Reference Object                     Distance      Geod. Az  |
 FH1000|                                                           dddmmss.s |
 FH1000| FH1004 FORT SMITH CIT FIRE ASSN TANK       429.257 METERS 0031921.2 |
 FH1000| FH0992 FORT SMITH COMPRESS STANDPIPE       APPROX. 3.0 KM 0323922.9 |
 FH1000| FH0997 STAKE 5                             421.956 METERS 2820336.7 |
 FH1000| FH1009 BOUNDARY MON INITIAL POINT AR OK    468.351 METERS 3010546.0 |
 FH1000| FH1006 STAKE 0                             459.174 METERS 3010545.6 |
 FH1000|---------------------------------------------------------------------|
 FH1000
 FH1000                          SUPERSEDED SURVEY CONTROL
 FH1000
 FH1000  NAD 83(1997)-  35 23 10.03575(N)    094 25 36.52178(W) AD(       ) 2
 FH1000  NAD 83(1986)-  35 23 10.03468(N)    094 25 36.51419(W) AD(       ) 2
 FH1000  NAD 27      -  35 23 09.72900(N)    094 25 35.72700(W) AD(       ) 2
 FH1000  NGVD 29 (07/19/86)  160.9    (m)          528.     (f) VERT ANG       
 FH1000
 FH1000.Superseded values are not recommended for survey control.
 FH1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1000.See file dsdata.txt to determine how the superseded data were derived.
 FH1000
 FH1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7041116798(NAD 83)
 FH1000_MARKER: N = NAIL
 FH1000_SETTING: 0 = UNSPECIFIED SETTING
 FH1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1000
 FH1000  HISTORY     - Date     Condition        Report By
 FH1000  HISTORY     - 1919     MONUMENTED       CGS
 FH1000  HISTORY     - 1935     MARK NOT FOUND   CGS
 FH1000
 FH1000                          STATION DESCRIPTION
 FH1000
 FH1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (EHP)
 FH1000'STATION IS ON THE WEATHER BUREAU PLATFORM ON TOP OF THE
 FH1000'FORT SMITH POST OFFICE.  MARKED BY SMALL NAILS DRIVEN INTO
 FH1000'THE FLOOR TO FORM SMALL TRIANGLE WITH ABOUT 2-INCH SIDES
 FH1000'AND A NAIL IN CENTER TO MARK EXACT POINT.  THE FOLLOWING
 FH1000'DISTANCES AND AZIMUTHS ARE FROM STATION, NW CORNER OF WEATHER
 FH1000'BUREAU PLATFORM, 4.130 METERS (13.55 FEET), N 06 DEG 30 MIN W.
 FH1000'WIND REGISTER (ANEMOMETER), 1.050 METERS (3.44 FEET), N 38 DEG
 FH1000'21 MIN E, FLAGSTAFF (HIGHEST),4.05 METERS (13.3 FEET) S 41 DEG
 FH1000'45 MIN E, COURTHOUSE CLOCK, S 56 DEG 01 MIN 23 SEC E.
 FH1000
 FH1000                          STATION RECOVERY (1935)
 FH1000
 FH1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH1000'STATION WAS NOT RECOVERED.  THE PLATFORM ON WHICH THE STATION
 FH1000'WAS LOCATED WAS REPORTED BY WEATHER BUREAU EMPLOYEES TO HAVE
 FH1000'BEEN REMOVED AND A NEW ONE BUILT ABOUT 1924.  MOST OF THE
 FH1000'REFERENCE POINTS GIVEN IN THE ORIGINAL DESCRIPTION ARE OBVIOUSLY
 FH1000'NOT IN THE SAME PLACE THEY WERE IN 1919.  THE OTHER REFERENCE
 FH1000'POINTS ARE DOUBTFUL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0984 ***********************************************************************
 FH0984  DESIGNATION -  FORT SMITH CHEROKEE MILLS STK
 FH0984  PID         -  FH0984
 FH0984  STATE/COUNTY-  AR/SEBASTIAN
 FH0984  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0984
 FH0984                         *CURRENT SURVEY CONTROL
 FH0984  ___________________________________________________________________
 FH0984* NAD 83(1997)-  35 22 26.09473(N)    094 25 45.76079(W)     ADJUSTED  
 FH0984* NAVD 88     -                                                        
 FH0984  ___________________________________________________________________
 FH0984  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 FH0984  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FH0984
 FH0984  HORZ ORDER  -  THIRD
 FH0984
 FH0984.The horizontal coordinates were established by classical geodetic methods
 FH0984.and adjusted by the National Geodetic Survey in September 1999..
 FH0984
 FH0984
 FH0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0984
 FH0984.The geoid height was determined by GEOID03.
 FH0984
 FH0984;                    North         East     Units Scale Factor Converg.
 FH0984;SPC AR N     -   118,166.559   179,275.166   MT  0.99994264   -1 24 49.2
 FH0984;SPC AR N     -   387,684.79    588,171.94   sFT  0.99994264   -1 24 49.2
 FH0984;SPC OK N     -    47,453.561   924,405.846   MT  1.00004057   +2 06 25.9
 FH0984;SPC OK N     -   155,687.22  3,032,821.51   sFT  1.00004057   +2 06 25.9
 FH0984;SPC OK S     -   232,096.866   924,408.156   MT  1.00003081   +2 01 36.3
 FH0984;SPC OK S     -   761,471.13  3,032,829.09   sFT  1.00003081   +2 01 36.3
 FH0984;UTM  15      - 3,915,447.838   370,158.535   MT  0.99980776   -0 49 39.3
 FH0984
 FH0984                          SUPERSEDED SURVEY CONTROL
 FH0984
 FH0984  NAD 83(1997)-  35 22 26.09875(N)    094 25 45.75879(W) AD(       ) 4
 FH0984  NAD 83(1986)-  35 22 26.09834(N)    094 25 45.75131(W) AD(       ) 4
 FH0984  NAD 27      -  35 22 25.76800(N)    094 25 44.97400(W) AD(       ) 3
 FH0984
 FH0984.Superseded values are not recommended for survey control.
 FH0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0984.See file dsdata.txt to determine how the superseded data were derived.
 FH0984
 FH0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7015915448(NAD 83)
 FH0984_MARKER: 63 = STACK
 FH0984
 FH0984  HISTORY     - Date     Condition        Report By
 FH0984  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0984  HISTORY     - 1955     GOOD             CGS
 FH0984
 FH0984                          STATION DESCRIPTION
 FH0984
 FH0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0984'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE
 FH0984'CHEROKEE COTTON OIL MILLS.  IT IS A ROUND, RED BRICK STACK
 FH0984'WITH SLIGHT CORBEL AT THE TOP AND AN ENLARGED BAND ABOUT
 FH0984'10 FEET BELOW THE TOP.  IT IS ABOUT 150 FEET HIGH AND IS
 FH0984'VERY PROMINENT.
 FH0984'
 FH0984'THE OIL MILLS ARE IN THE SOUTHERN PART OF FORT SMITH, ABOUT
 FH0984'1 MILE S OF THE BUSINESS SECTION OF TOWN, ABOUT 1,200 FEET
 FH0984'E OF THE POTEAU RIVER WHICH IS THE W CITY LIMITS, ON THE
 FH0984'W SIDE OF FRISCO RAILROAD TRACK, AND ON THE S SIDE OF S I STREET.
 FH0984'THE STACK IS ABOUT 500 FEET W OF THE FRISCO RAILROAD TRACK,
 FH0984'ABOUT 400 FEET S OF S I STREET, AND ON THE W SIDE OF THE
 FH0984'PLANT.
 FH0984
 FH0984                          STATION RECOVERY (1955)
 FH0984
 FH0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 FH0984'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1004 ***********************************************************************
 FH1004  DESIGNATION -  FORT SMITH CIT FIRE ASSN TANK
 FH1004  PID         -  FH1004
 FH1004  STATE/COUNTY-  AR/SEBASTIAN
 FH1004  USGS QUAD   -  FORT SMITH (1987)
 FH1004
 FH1004                         *CURRENT SURVEY CONTROL
 FH1004  ___________________________________________________________________
 FH1004* NAD 83(1997)-  35 23 23.93282(N)    094 25 35.53896(W)     ADJUSTED  
 FH1004* NAVD 88     -                                                        
 FH1004  ___________________________________________________________________
 FH1004  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 FH1004  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FH1004
 FH1004  HORZ ORDER  -  THIRD
 FH1004
 FH1004.The horizontal coordinates were established by classical geodetic methods
 FH1004.and adjusted by the National Geodetic Survey in September 1999..
 FH1004
 FH1004
 FH1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1004
 FH1004.The geoid height was determined by GEOID03.
 FH1004
 FH1004;                    North         East     Units Scale Factor Converg.
 FH1004;SPC AR N     -   119,942.052   179,577.013   MT  0.99994165   -1 24 43.2
 FH1004;SPC AR N     -   393,509.88    589,162.25   sFT  0.99994165   -1 24 43.2
 FH1004;SPC OK N     -    49,244.413   924,598.105   MT  1.00003677   +2 06 31.9
 FH1004;SPC OK N     -   161,562.71  3,033,452.28   sFT  1.00003677   +2 06 31.9
 FH1004;SPC OK S     -   233,887.436   924,602.929   MT  1.00003471   +2 01 42.1
 FH1004;SPC OK S     -   767,345.70  3,033,468.11   sFT  1.00003471   +2 01 42.1
 FH1004;UTM  15      - 3,917,226.085   370,442.172   MT  0.99980685   -0 49 34.6
 FH1004
 FH1004                          SUPERSEDED SURVEY CONTROL
 FH1004
 FH1004  NAD 83(1997)-  35 23 23.93673(N)    094 25 35.53663(W) AD(       ) 4
 FH1004  NAD 83(1986)-  35 23 23.93645(N)    094 25 35.52907(W) AD(       ) 4
 FH1004  NAD 27      -  35 23 23.60800(N)    094 25 34.75600(W) AD(       ) 3
 FH1004
 FH1004.Superseded values are not recommended for survey control.
 FH1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1004.See file dsdata.txt to determine how the superseded data were derived.
 FH1004
 FH1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7044217226(NAD 83)
 FH1004_MARKER: 51 = TANK
 FH1004
 FH1004  HISTORY     - Date     Condition        Report By
 FH1004  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH1004
 FH1004                          STATION DESCRIPTION
 FH1004
 FH1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH1004'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK
 FH1004'WHICH IS USED FOR THE SPRINKLER SYSTEM OF THE CITIZENS FIRE
 FH1004'PROTECTIVE ASSOCIATION.  IT IS A TALL STEEL TANK WITH ROUND
 FH1004'BOTTOM AND CONICAL TOP AND HAS A BALL AT THE CENTER OF THE
 FH1004'TOP.  IT IS SUPPORTED BY FOUR LEGS.  THE ENTIRE STRUCTURE
 FH1004'IS PAINTED BLACK.  THE TANK IS ABOUT 135 FEET HIGH AND
 FH1004'IS ONE OF THE MOST PROMINENT OBJECTS IN TOWN.  IT WAS ERECTED
 FH1004'ABOUT 1910.
 FH1004'
 FH1004'THE TANK IS IN THE BUSINESS SECTION OF FORT SMITH, NEAR
 FH1004'THE CENTER OF THE BLOCK BETWEEN N THIRD STREET ON NW, N
 FH1004'FOURTH STREET ON SE, N B STREET ON NE, AND N A STREET, ON
 FH1004'SW, N A STREET IS ONE BLOCK NE OF THE MAIN STREET OF TOWN.
 FH1004'THE TANK IS ABOUT 35 FEET NW OF THE ALLEY BETWEEN THIRD
 FH1004'STREET AND FOURTH STREET AND ABOUT 125 FEET NE OF N A STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0992 ***********************************************************************
 FH0992  DESIGNATION -  FORT SMITH COMPRESS STANDPIPE
 FH0992  PID         -  FH0992
 FH0992  STATE/COUNTY-  AR/SEBASTIAN
 FH0992  USGS QUAD   -  FORT SMITH (1987)
 FH0992
 FH0992                         *CURRENT SURVEY CONTROL
 FH0992  ___________________________________________________________________
 FH0992* NAD 83(1997)-  35 24 33.05529(N)    094 24 31.52231(W)     ADJUSTED  
 FH0992* NAVD 88     -                                                        
 FH0992  ___________________________________________________________________
 FH0992  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 FH0992  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FH0992
 FH0992  HORZ ORDER  -  THIRD
 FH0992
 FH0992.The horizontal coordinates were established by classical geodetic methods
 FH0992.and adjusted by the National Geodetic Survey in September 1999..
 FH0992
 FH0992
 FH0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0992
 FH0992.The geoid height was determined by GEOID03.
 FH0992
 FH0992;                    North         East     Units Scale Factor Converg.
 FH0992;SPC AR N     -   122,031.903   181,244.121   MT  0.99994058   -1 24 06.0
 FH0992;SPC AR N     -   400,366.34    594,631.75   sFT  0.99994058   -1 24 06.0
 FH0992;SPC OK N     -    51,432.906   926,133.865   MT  1.00003232   +2 07 09.7
 FH0992;SPC OK N     -   168,742.79  3,038,490.86   sFT  1.00003232   +2 07 09.7
 FH0992;SPC OK S     -   236,073.769   926,141.774   MT  1.00003949   +2 02 18.4
 FH0992;SPC OK S     -   774,518.69  3,038,516.80   sFT  1.00003949   +2 02 18.4
 FH0992;UTM  15      - 3,919,332.574   372,087.612   MT  0.99980163   -0 48 58.9
 FH0992
 FH0992                          SUPERSEDED SURVEY CONTROL
 FH0992
 FH0992  NAD 83(1997)-  35 24 33.05969(N)    094 24 31.52117(W) AD(       ) 4
 FH0992  NAD 83(1986)-  35 24 33.05900(N)    094 24 31.51359(W) AD(       ) 4
 FH0992  NAD 27      -  35 24 32.73500(N)    094 24 30.73700(W) AD(       ) 3
 FH0992
 FH0992.Superseded values are not recommended for survey control.
 FH0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0992.See file dsdata.txt to determine how the superseded data were derived.
 FH0992
 FH0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7208819333(NAD 83)
 FH0992_MARKER: 52 = STANDPIPE TANK
 FH0992
 FH0992  HISTORY     - Date     Condition        Report By
 FH0992  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0992
 FH0992                          STATION DESCRIPTION
 FH0992
 FH0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0992'THIS INTERSECTION STATION IS THE CENTER OF THE WATER STANDPIPE
 FH0992'AT THE FORT SMITH COMPRESS COMPANY.  IT IS CYLINDRICAL STANDPIPE
 FH0992'WITH SEVERAL ENLARGED BANDS AND A FLAT TOP.  IT HAS WINDOWS
 FH0992'IN THE LOWER PART.  IT IS LETTERED FORT SMITH COMPRESS COMPANY.
 FH0992'IN WHITE LETTERS ON THE E SIDE.  IT IS ABOUT 20 FEET IN DIAMETER
 FH0992'AND ABOUT 100 FEET HIGH AND IS VERY PROMINENT.
 FH0992'
 FH0992'THE STANDPIPE IS ABOUT MIDWAY BETWEEN TWO LONG COTTON WAREHOUSES
 FH0992'(CONCRETE WAREHOUSE ON THE S AND WOODEN WAREHOUSE ON THE N)
 FH0992'AND IS ABOUT 600 FEET W OF N TWENTY-THIRD STREET.  THE COMPRESS
 FH0992'COMPANY PLANT IS IN THE NORTHERN PART OF FORT SMITH, ABOUT
 FH0992'1-1/2 MILES NE OF THE BUSINESS SECTION OF TOWN, ABOUT 1/2
 FH0992'MILE S OF THE CITY LIMITS, ABOUT 3/4 MILE E OF THE ARKANSAS
 FH0992'RIVER, ON THE W SIDE OF N TWENTY-THIRD STREET AND ON THE
 FH0992'N SIDE OF JOHNSON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0986 ***********************************************************************
 FH0986  DESIGNATION -  FORT SMITH DODSON AVE ME CH
 FH0986  PID         -  FH0986
 FH0986  STATE/COUNTY-  AR/SEBASTIAN
 FH0986  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0986
 FH0986                         *CURRENT SURVEY CONTROL
 FH0986  ___________________________________________________________________
 FH0986* NAD 83(1997)-  35 22 19.19384(N)    094 24 45.93518(W)     ADJUSTED  
 FH0986* NAVD 88     -                                                        
 FH0986  ___________________________________________________________________
 FH0986  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 FH0986  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FH0986
 FH0986  HORZ ORDER  -  THIRD
 FH0986
 FH0986.The horizontal coordinates were established by classical geodetic methods
 FH0986.and adjusted by the National Geodetic Survey in September 1999..
 FH0986
 FH0986
 FH0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0986
 FH0986.The geoid height was determined by GEOID03.
 FH0986
 FH0986;                    North         East     Units Scale Factor Converg.
 FH0986;SPC AR N     -   117,916.832   180,779.526   MT  0.99994276   -1 24 14.3
 FH0986;SPC AR N     -   386,865.47    593,107.49   sFT  0.99994276   -1 24 14.3
 FH0986;SPC OK N     -    47,296.678   925,922.852   MT  1.00004103   +2 07 01.2
 FH0986;SPC OK N     -   155,172.52  3,037,798.56   sFT  1.00004103   +2 07 01.2
 FH0986;SPC OK S     -   231,937.850   925,924.924   MT  1.00003035   +2 02 10.2
 FH0986;SPC OK S     -   760,949.43  3,037,805.35   sFT  1.00003035   +2 02 10.2
 FH0986;UTM  15      - 3,915,213.544   371,665.164   MT  0.99980297   -0 49 04.6
 FH0986
 FH0986                          SUPERSEDED SURVEY CONTROL
 FH0986
 FH0986  NAD 83(1997)-  35 22 19.19775(N)    094 24 45.93310(W) AD(       ) 4
 FH0986  NAD 83(1986)-  35 22 19.19741(N)    094 24 45.92556(W) AD(       ) 4
 FH0986  NAD 27      -  35 22 18.87000(N)    094 24 45.15000(W) AD(       ) 3
 FH0986
 FH0986.Superseded values are not recommended for survey control.
 FH0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0986.See file dsdata.txt to determine how the superseded data were derived.
 FH0986
 FH0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7166515214(NAD 83)
 FH0986_MARKER: 55 = TOWER
 FH0986
 FH0986  HISTORY     - Date     Condition        Report By
 FH0986  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0986  HISTORY     - 1955     GOOD             CGS
 FH0986
 FH0986                          STATION DESCRIPTION
 FH0986
 FH0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0986'THIS INTERSECTION STATION IS THE CENTER OF THE TOWER ON THE
 FH0986'DODSON AVENUE METHODIST EPISCOPAL CHURCH.  THE CHURCH IS
 FH0986'A BUFF COLORED BRICK BUILDING TRIMMED IN WHITE STONE.  THE
 FH0986'AXIS OF THE MAIN PART OF THE BUILDING IS ON A N-S LINE AND
 FH0986'HAS A HIP ROOF.  A SHORT WING EXTENDS EASTWARD FROM THE
 FH0986'SE CORNER OF THE MAIN PART OF THE BUILDING.  AT THE INSIDE
 FH0986'OF THE ANGLE FORMED BY THE MAIN PART OF THE BUILDING AND
 FH0986'THE E WING IS A SQUARE TOWER.  THE TOWER IS BUFF COLORED
 FH0986'BRICK TRIMMED IN WHITE STONE.  IT HAS BUTTRESS CORNERS
 FH0986'DECREASING IN SIZE TOWARD THE TOP, AND HAS A LARGE TALL ART
 FH0986'GLASS WINDOW ON EACH SIDE.  AT THE TOP OF EACH CORNER OF THE
 FH0986'TOWER IS A SMALL WHITE STONE CUPOLA-LIKE PROJECTION.
 FH0986'THE TOWER IS ABOUT 75 FEET HIGH.  IT IS QUITE PROMINENT.
 FH0986'THE BUILDING WAS ERECTED IN 1930.
 FH0986'
 FH0986'THE CHURCH IS IN THE SOUTHERN PART OF FORT SMITH, ABOUT
 FH0986'1-1/2 MILES SE OF THE BUSINESS SECTION OF TOWN, AT THE SW
 FH0986'CORNER OF DODSON AVENUE AND TWENTIETH STREET.  THE TOWER
 FH0986'IS ABOUT 125 FEET S OF DODSON AVENUE AND ABOUT 75 FEET W OF
 FH0986'TWENTIETH STREET.
 FH0986
 FH0986                          STATION RECOVERY (1955)
 FH0986
 FH0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 FH0986'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0998 ***********************************************************************
 FH0998  DESIGNATION -  FORT SMITH FIRST EVANG LUTH CH
 FH0998  PID         -  FH0998
 FH0998  STATE/COUNTY-  AR/SEBASTIAN
 FH0998  USGS QUAD   -  FORT SMITH (1987)
 FH0998
 FH0998                         *CURRENT SURVEY CONTROL
 FH0998  ___________________________________________________________________
 FH0998* NAD 83(1997)-  35 23 12.52462(N)    094 25 00.39608(W)     ADJUSTED  
 FH0998* NAVD 88     -                                                        
 FH0998  ___________________________________________________________________
 FH0998  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FH0998  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FH0998
 FH0998  HORZ ORDER  -  THIRD
 FH0998
 FH0998.The horizontal coordinates were established by classical geodetic methods
 FH0998.and adjusted by the National Geodetic Survey in September 1999..
 FH0998
 FH0998
 FH0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0998
 FH0998.The geoid height was determined by GEOID03.
 FH0998
 FH0998;                    North         East     Units Scale Factor Converg.
 FH0998;SPC AR N     -   119,568.782   180,454.963   MT  0.99994184   -1 24 22.8
 FH0998;SPC AR N     -   392,285.25    592,042.66   sFT  0.99994184   -1 24 22.8
 FH0998;SPC OK N     -    48,925.734   925,497.407   MT  1.00003751   +2 06 52.7
 FH0998;SPC OK N     -   160,517.18  3,036,402.74   sFT  1.00003751   +2 06 52.7
 FH0998;SPC OK S     -   233,567.493   925,501.779   MT  1.00003394   +2 02 02.0
 FH0998;SPC OK S     -   766,296.02  3,036,417.09   sFT  1.00003394   +2 02 02.0
 FH0998;UTM  15      - 3,916,861.859   371,323.772   MT  0.99980405   -0 49 14.0
 FH0998
 FH0998                          SUPERSEDED SURVEY CONTROL
 FH0998
 FH0998  NAD 83(1997)-  35 23 12.52855(N)    094 25 00.39439(W) AD(       ) 4
 FH0998  NAD 83(1986)-  35 23 12.52820(N)    094 25 00.38667(W) AD(       ) 4
 FH0998  NAD 27      -  35 23 12.20000(N)    094 24 59.61000(W) AD(       ) 3
 FH0998
 FH0998.Superseded values are not recommended for survey control.
 FH0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0998.See file dsdata.txt to determine how the superseded data were derived.
 FH0998
 FH0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7132416862(NAD 83)
 FH0998_MARKER: 90 = CHURCH SPIRE
 FH0998
 FH0998  HISTORY     - Date     Condition        Report By
 FH0998  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0998
 FH0998                          STATION DESCRIPTION
 FH0998
 FH0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0998'THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON THE
 FH0998'SPIRE ON THE FIRST EVANGELICAL LUTHERAN CHURCH.  THE CHURCH
 FH0998'IS A WHITE STONE BUILDING WITH A SQUARE WHITE STONE TOWER
 FH0998'AT THE S CORNER OVER ENTRANCE.  THE TOWER HAS BUTTRESS CORNERS
 FH0998'ON THE LOWER PART.  THE UPPER PART IS A BELFRY WITH A DOUBLE
 FH0998'LOUVERED WINDOW ON EACH SIDE.  THE TOWER IS SURMOUNTED BY
 FH0998'AN OCTAGONAL GRAY SLATE-COVERED SPIRE WHICH HAS A TRIANGULAR
 FH0998'SHAPED DORMER WITH SLATE FACE ON EACH OF FOUR SIDES AT THE
 FH0998'BASE.  THERE IS A SMALL SQUARE FINIAL WITH ORNAMENTAL BALL
 FH0998'AND CROSS AT THE OUTER END OF THE RIDGE OF THE ROOF OF EACH
 FH0998'DORMER.  THERE IS A BLACK CROSS AT THE TIP OF THE SPIRE.
 FH0998'THE SPIRE IS ABOUT 80 FEET HIGH AND IS QUITE PROMINENT.
 FH0998'THE BUILDING WAS ERECTED IN 1902.
 FH0998'
 FH0998'THE CHURCH IS IN THE CENTRAL PART OF FORT SMITH ABOUT 1/2
 FH0998'MILE E OF THE CENTER OF THE BUSINESS SECTION OF TOWN, AT
 FH0998'THE N CORNER OF N TWELFTH STREET AND N D STREET, AND ABOUT
 FH0998'150 FEET N OF GRAND AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0994 ***********************************************************************
 FH0994  DESIGNATION -  FORT SMITH HARDING GLASS E STK
 FH0994  PID         -  FH0994
 FH0994  STATE/COUNTY-  AR/SEBASTIAN
 FH0994  USGS QUAD   -  FORT SMITH (1987)
 FH0994
 FH0994                         *CURRENT SURVEY CONTROL
 FH0994  ___________________________________________________________________
 FH0994* NAD 83(1997)-  35 24 20.61934(N)    094 24 00.01820(W)     ADJUSTED  
 FH0994* NAVD 88     -                                                        
 FH0994  ___________________________________________________________________
 FH0994  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FH0994  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FH0994
 FH0994  HORZ ORDER  -  THIRD
 FH0994
 FH0994.The horizontal coordinates were established by classical geodetic methods
 FH0994.and adjusted by the National Geodetic Survey in September 1999..
 FH0994
 FH0994
 FH0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0994
 FH0994.The geoid height was determined by GEOID03.
 FH0994
 FH0994;                    North         East     Units Scale Factor Converg.
 FH0994;SPC AR N     -   121,629.370   182,029.375   MT  0.99994076   -1 23 47.6
 FH0994;SPC AR N     -   399,045.69    597,208.04   sFT  0.99994076   -1 23 47.6
 FH0994;SPC OK N     -    51,079.327   926,942.433   MT  1.00003311   +2 07 28.3
 FH0994;SPC OK N     -   167,582.76  3,041,143.63   sFT  1.00003311   +2 07 28.3
 FH0994;SPC OK S     -   235,719.045   926,949.846   MT  1.00003862   +2 02 36.3
 FH0994;SPC OK S     -   773,354.90  3,041,167.95   sFT  1.00003862   +2 02 36.3
 FH0994;UTM  15      - 3,918,938.139   372,876.826   MT  0.99979915   -0 48 40.4
 FH0994
 FH0994                          SUPERSEDED SURVEY CONTROL
 FH0994
 FH0994  NAD 83(1997)-  35 24 20.62366(N)    094 24 00.01667(W) AD(       ) 4
 FH0994  NAD 83(1986)-  35 24 20.62307(N)    094 24 00.00931(W) AD(       ) 4
 FH0994  NAD 27      -  35 24 20.29700(N)    094 23 59.24000(W) AD(       ) 3
 FH0994
 FH0994.Superseded values are not recommended for survey control.
 FH0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0994.See file dsdata.txt to determine how the superseded data were derived.
 FH0994
 FH0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7287718938(NAD 83)
 FH0994_MARKER: 63 = STACK
 FH0994
 FH0994  HISTORY     - Date     Condition        Report By
 FH0994  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0994
 FH0994                          STATION DESCRIPTION
 FH0994
 FH0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0994'THIS INTERSECTION STATION IS THE CENTER OF THE EASTERLY OF TWO
 FH0994'STACKS AT THE FACTORY OF THE HARDING GLASS COMPANY.  IT IS A
 FH0994'SQUARE RED BRICK STACK WITH A CONCRETE CAP ON TOP.  THE CAP IS
 FH0994'SLIGHTLY LARGER THAN THE STACK.  THERE ARE METAL REINFORCING
 FH0994'BANDS AROUND THE STACK ABOUT 2 FEET APART FROM BOTTOM TO TOP.
 FH0994'THE STACK IS ABOUT 75 FEET HIGH AND IS QUITE PROMINENT.
 FH0994'THERE IS A SIMILAR BUT SLIGHTLY SHORTER STACK AT THE SAME PLANT
 FH0994'A FEW HUNDRED FEET W.  THERE IS A THIRD STACK AT THE PLANT
 FH0994'WHICH IS MUCH SMALLER THAN THE TWO AND IS S OF THE LINE BETWEEN
 FH0994'THE TWO.
 FH0994'
 FH0994'THE HARDING GLASS COMPANY FACTORY IS IN THE NORTHERN PART OF
 FH0994'FORT SMITH, BETWEEN THE FRISCO RAILROAD TRACK AND MIDLAND
 FH0994'BOULEVARD.  (U.S.HIGHWAYS 71 AND 64) ON THE N SIDE OF KELLEY
 FH0994'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0996 ***********************************************************************
 FH0996  DESIGNATION -  FORT SMITH HARDING GLASS W STK
 FH0996  PID         -  FH0996
 FH0996  STATE/COUNTY-  AR/SEBASTIAN
 FH0996  USGS QUAD   -  FORT SMITH (1987)
 FH0996
 FH0996                         *CURRENT SURVEY CONTROL
 FH0996  ___________________________________________________________________
 FH0996* NAD 83(1997)-  35 24 20.82271(N)    094 24 03.70087(W)     ADJUSTED  
 FH0996* NAVD 88     -                                                        
 FH0996  ___________________________________________________________________
 FH0996  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FH0996  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FH0996
 FH0996  HORZ ORDER  -  THIRD
 FH0996
 FH0996.The horizontal coordinates were established by classical geodetic methods
 FH0996.and adjusted by the National Geodetic Survey in September 1999..
 FH0996
 FH0996
 FH0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0996
 FH0996.The geoid height was determined by GEOID03.
 FH0996
 FH0996;                    North         East     Units Scale Factor Converg.
 FH0996;SPC AR N     -   121,637.900   181,936.639   MT  0.99994076   -1 23 49.8
 FH0996;SPC AR N     -   399,073.68    596,903.79   sFT  0.99994076   -1 23 49.8
 FH0996;SPC OK N     -    51,082.146   926,849.340   MT  1.00003309   +2 07 26.1
 FH0996;SPC OK N     -   167,592.01  3,040,838.21   sFT  1.00003309   +2 07 26.1
 FH0996;SPC OK S     -   235,721.996   926,856.757   MT  1.00003863   +2 02 34.2
 FH0996;SPC OK S     -   773,364.58  3,040,862.54   sFT  1.00003863   +2 02 34.2
 FH0996;UTM  15      - 3,918,945.721   372,784.022   MT  0.99979944   -0 48 42.5
 FH0996
 FH0996                          SUPERSEDED SURVEY CONTROL
 FH0996
 FH0996  NAD 83(1997)-  35 24 20.82702(N)    094 24 03.69934(W) AD(       ) 4
 FH0996  NAD 83(1986)-  35 24 20.82644(N)    094 24 03.69197(W) AD(       ) 4
 FH0996  NAD 27      -  35 24 20.50000(N)    094 24 02.92200(W) AD(       ) 3
 FH0996
 FH0996.Superseded values are not recommended for survey control.
 FH0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0996.See file dsdata.txt to determine how the superseded data were derived.
 FH0996
 FH0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7278418946(NAD 83)
 FH0996_MARKER: 63 = STACK
 FH0996
 FH0996  HISTORY     - Date     Condition        Report By
 FH0996  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0996
 FH0996                          STATION DESCRIPTION
 FH0996
 FH0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0996'THIS INTERSECTION STATION IS THE CENTER OF THE WESTERLY OF
 FH0996'TWO STACKS AT THE FACTORY OF THE HARDING GLASS COMPANY.
 FH0996'IT IS A SQUARE RED BRICK STACK WITH A CONCRETE CAP ON TOP.
 FH0996'THE CAP IS SLIGHTLY LARGER THAN THE STACK.  THERE ARE METAL
 FH0996'REINFORCING BANDS AROUND THE STACK ABOUT 2 FEET APART FROM BOTTOM
 FH0996'TO TOP.  THE STACK IS ABOUT 70 FEET HIGH AND IS QUITE PROMINENT.
 FH0996'THERE IS A SIMILAR BUT SLIGHTLY TALLER STACK AT THE SAME PLANT
 FH0996'A FEW HUNDRED FEET E.  THERE IS A THIRD STACK AT THE PLANT
 FH0996'WHICH IS MUCH SMALLER THAN THE TWO AND IS S OF THE LINE
 FH0996'BETWEEN THE TWO.
 FH0996'
 FH0996'THE HARDING GLASS COMPANY FACTORY IS IN THE NORTHERN PART OF
 FH0996'FORT SMITH, BETWEEN THE FRISCO RAILROAD TRACK AND MIDLAND
 FH0996'BOULEVARD, AND ON THE N SIDE OF KELLEY HIGHWAY.  MIDLAND
 FH0996'BOULEVARD IS U.S. HIGHWAYS 71 AND 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1001 ***********************************************************************
 FH1001  DESIGNATION -  FORT SMITH IMM CON CATH CHURCH
 FH1001  PID         -  FH1001
 FH1001  STATE/COUNTY-  AR/SEBASTIAN
 FH1001  USGS QUAD   -  FORT SMITH (1987)
 FH1001
 FH1001                         *CURRENT SURVEY CONTROL
 FH1001  ___________________________________________________________________
 FH1001* NAD 83(1997)-  35 22 58.28222(N)    094 25 07.75012(W)     ADJUSTED  
 FH1001* NAVD 88     -                                                        
 FH1001  ___________________________________________________________________
 FH1001  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 FH1001  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FH1001
 FH1001  HORZ ORDER  -  THIRD
 FH1001
 FH1001.The horizontal coordinates were established by classical geodetic methods
 FH1001.and adjusted by the National Geodetic Survey in September 1999..
 FH1001
 FH1001
 FH1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1001
 FH1001.The geoid height was determined by GEOID03.
 FH1001
 FH1001;                    North         East     Units Scale Factor Converg.
 FH1001;SPC AR N     -   119,134.563   180,258.648   MT  0.99994208   -1 24 27.0
 FH1001;SPC AR N     -   390,860.65    591,398.58   sFT  0.99994208   -1 24 27.0
 FH1001;SPC OK N     -    48,480.236   925,328.114   MT  1.00003844   +2 06 48.3
 FH1001;SPC OK N     -   159,055.57  3,035,847.32   sFT  1.00003844   +2 06 48.3
 FH1001;SPC OK S     -   233,122.236   925,331.859   MT  1.00003297   +2 01 57.9
 FH1001;SPC OK S     -   764,835.20  3,035,859.61   sFT  1.00003297   +2 01 57.9
 FH1001;UTM  15      - 3,916,425.716   371,131.933   MT  0.99980466   -0 49 18.0
 FH1001
 FH1001                          SUPERSEDED SURVEY CONTROL
 FH1001
 FH1001  NAD 83(1997)-  35 22 58.28575(N)    094 25 07.74785(W) AD(       ) 4
 FH1001  NAD 83(1986)-  35 22 58.28556(N)    094 25 07.74053(W) AD(       ) 4
 FH1001  NAD 27      -  35 22 57.93800(N)    094 25 06.97700(W) AD(       ) 3
 FH1001
 FH1001.Superseded values are not recommended for survey control.
 FH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1001.See file dsdata.txt to determine how the superseded data were derived.
 FH1001
 FH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7113216426(NAD 83)
 FH1001_MARKER: 90 = CHURCH SPIRE
 FH1001
 FH1001  HISTORY     - Date     Condition        Report By
 FH1001  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH1001
 FH1001                          STATION DESCRIPTION
 FH1001
 FH1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH1001'THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON THE SPIRE
 FH1001'ON THE IMMACULATE CONCEPTION CATHOLIC CHURCH.  THE CHURCH IS A
 FH1001'RED BRICK BUILDING WITH A SQUARE RED BRICK TOWER AT THE W
 FH1001'CORNER.  THE TOWER HAS BUTTRESS CORNERS AND A TALL NARROW
 FH1001'LOUVERED WINDOW ON EACH SIDE.  THE TOWER IS SURMOUNTED BY A GRAY
 FH1001'SLATE SPIRE WITH A GOLD CROSS AT THE TIP.  THERE ARE TWO ROWS
 FH1001'OF SHORT HORIZONTAL PROJECTIONS NEAR THE TIP OF THE SPIRE.
 FH1001'THE BASE OF THE SPIRE HAS A TRIANGULAR-SHAPED DORMER WITH A
 FH1001'BRICK FACE ON FOUR SIDES.  THE SPIRE IS ABOUT 175 FEET HIGH AND
 FH1001'IS ONE OF THE HIGHEST AND MOST PROMINENT OBJECTS IN TOWN.
 FH1001'THE BUILDING WAS ERECTED IN 1908.
 FH1001'
 FH1001'THE CHURCH IS AT THE SE EDGE OF THE BUSINESS DISTRICT OF
 FH1001'FORT SMITH, AT THE W CORNER OF THE BLOCK OCCUPIED BY THE GROUP
 FH1001'OF BUILDINGS OF ST. ANNES ACADEMY.  IT IS AT THE E CORNER OF
 FH1001'GARRISON AVENUE (MAIN STREET OF TOWN) AND N THIRTEENTH STREET
 FH1001'WHERE GARRISON AVENUE JOGS S AND BECOMES ROGERS AVENUE.  IT IS
 FH1001'ON THE EXTENSION SOUTHEASTWARD OF GARRISON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0987 ***********************************************************************
 FH0987  DESIGNATION -  FORT SMITH MUN WATER WORKS STK
 FH0987  PID         -  FH0987
 FH0987  STATE/COUNTY-  AR/SEBASTIAN
 FH0987  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0987
 FH0987                         *CURRENT SURVEY CONTROL
 FH0987  ___________________________________________________________________
 FH0987* NAD 83(1997)-  35 21 53.49626(N)    094 25 55.05149(W)     ADJUSTED  
 FH0987* NAVD 88     -                                                        
 FH0987  ___________________________________________________________________
 FH0987  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 FH0987  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FH0987
 FH0987  HORZ ORDER  -  THIRD
 FH0987
 FH0987.The horizontal coordinates were established by classical geodetic methods
 FH0987.and adjusted by the National Geodetic Survey in September 1999..
 FH0987
 FH0987
 FH0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0987
 FH0987.The geoid height was determined by GEOID03.
 FH0987
 FH0987;                    North         East     Units Scale Factor Converg.
 FH0987;SPC AR N     -   117,168.068   179,015.926   MT  0.99994323   -1 24 54.6
 FH0987;SPC AR N     -   384,408.90    587,321.42   sFT  0.99994323   -1 24 54.6
 FH0987;SPC OK N     -    46,440.934   924,208.395   MT  1.00004275   +2 06 20.4
 FH0987;SPC OK N     -   152,364.96  3,032,173.71   sFT  1.00004275   +2 06 20.4
 FH0987;SPC OK S     -   231,084.530   924,209.286   MT  1.00002864   +2 01 31.0
 FH0987;SPC OK S     -   758,149.83  3,032,176.63   sFT  1.00002864   +2 01 31.0
 FH0987;UTM  15      - 3,914,446.882   369,909.556   MT  0.99980856   -0 49 44.1
 FH0987
 FH0987                          SUPERSEDED SURVEY CONTROL
 FH0987
 FH0987  NAD 83(1997)-  35 21 53.50010(N)    094 25 55.04930(W) AD(       ) 4
 FH0987  NAD 83(1986)-  35 21 53.49930(N)    094 25 55.04179(W) AD(       ) 4
 FH0987  NAD 27      -  35 21 53.14800(N)    094 25 54.26800(W) AD(       ) 3
 FH0987
 FH0987.Superseded values are not recommended for survey control.
 FH0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0987.See file dsdata.txt to determine how the superseded data were derived.
 FH0987
 FH0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6991014447(NAD 83)
 FH0987_MARKER: 63 = STACK
 FH0987
 FH0987  HISTORY     - Date     Condition        Report By
 FH0987  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0987
 FH0987                          STATION DESCRIPTION
 FH0987
 FH0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0987'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE
 FH0987'POWER PLANT AT THE PUMPING STATION OF THE FORT SMITH MUNICIPAL
 FH0987'WATER WORKS.  IT IS A ROUND CONCRETE STACK WITH CORBEL ABOUT
 FH0987'1 FOOT BELOW THE TOP.  THERE ARE SEVERAL INLAYED VERTICAL BARS
 FH0987'ON THE BOTTOM SLOPE OF THE CORBEL AND OTHERS ABOUT 2 FEET BELOW
 FH0987'THE CORBEL.  THE STACK IS ABOUT 135 FEET HIGH AND IS VERY
 FH0987'PROMINENT.
 FH0987'
 FH0987'THE STACK IS ON THE W SIDE OF THE POWER PLANT AT THE PUMPING
 FH0987'STATION, ABOUT 300 FEET W OF A SPUR LINE OF A RAILROAD, ABOUT
 FH0987'500 FEET E OF THE POTEAU RIVER AT THE MOUTH OF MILL CREEK, AND
 FH0987'ABOUT 75 FEET N OF MILL CREEK, AND ABOUT 300 FEET S OF A
 FH0987'RESERVOIR.  THE WATER WORKS IS ABOUT 1/2 MILE N OF THE SW
 FH0987'CORNER OF FORT SMITH, AND JUST INSIDE THE W CITY LIMITS WHICH
 FH0987'JOGS W TO THE POTEAU RIVER AT THIS POINT TO TAKE IN THE WATER
 FH0987'WORKS PROPERTY, AND IS ABOUT 1-1/2 MILES S OF THE BUSINESS
 FH0987'SECTION OF TOWN.  THE STACK IS NEAR THE ARKANSAS-OKLAHOMA
 FH0987'BOUNDARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0999 ***********************************************************************
 FH0999  DESIGNATION -  FORT SMITH NW TRANSM LINE TWR
 FH0999  PID         -  FH0999
 FH0999  STATE/COUNTY-  AR/SEBASTIAN
 FH0999  USGS QUAD   -  FORT SMITH (1987)
 FH0999
 FH0999                         *CURRENT SURVEY CONTROL
 FH0999  ___________________________________________________________________
 FH0999* NAD 83(1997)-  35 23 51.76995(N)    094 26 08.81470(W)     ADJUSTED  
 FH0999* NAVD 88     -                                                        
 FH0999  ___________________________________________________________________
 FH0999  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 FH0999  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FH0999
 FH0999  HORZ ORDER  -  THIRD
 FH0999
 FH0999.The horizontal coordinates were established by classical geodetic methods
 FH0999.and adjusted by the National Geodetic Survey in September 1999..
 FH0999
 FH0999
 FH0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0999
 FH0999.The geoid height was determined by GEOID03.
 FH0999
 FH0999;                    North         East     Units Scale Factor Converg.
 FH0999;SPC AR N     -   120,820.379   178,758.760   MT  0.99994121   -1 25 02.6
 FH0999;SPC AR N     -   396,391.53    586,477.70   sFT  0.99994121   -1 25 02.6
 FH0999;SPC OK N     -    50,070.910   923,727.375   MT  1.00003496   +2 06 12.3
 FH0999;SPC OK N     -   164,274.31  3,030,595.56   sFT  1.00003496   +2 06 12.3
 FH0999;SPC OK S     -   234,715.154   923,733.360   MT  1.00003662   +2 01 23.2
 FH0999;SPC OK S     -   770,061.30  3,030,615.20   sFT  1.00003662   +2 01 23.2
 FH0999;UTM  15      - 3,918,095.886   369,615.094   MT  0.99980950   -0 49 54.5
 FH0999
 FH0999                          SUPERSEDED SURVEY CONTROL
 FH0999
 FH0999  NAD 83(1997)-  35 23 51.77381(N)    094 26 08.81329(W) AD(       ) 4
 FH0999  NAD 83(1986)-  35 23 51.77319(N)    094 26 08.80550(W) AD(       ) 4
 FH0999  NAD 27      -  35 23 51.44700(N)    094 26 08.02900(W) AD(       ) 3
 FH0999
 FH0999.Superseded values are not recommended for survey control.
 FH0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0999.See file dsdata.txt to determine how the superseded data were derived.
 FH0999
 FH0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6961518096(NAD 83)
 FH0999_MARKER: 55 = TOWER
 FH0999
 FH0999  HISTORY     - Date     Condition        Report By
 FH0999  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0999
 FH0999                          STATION DESCRIPTION
 FH0999
 FH0999'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0990 ***********************************************************************
 FH0990  DESIGNATION -  FORT SMITH SCHAAP DRUG CO TANK
 FH0990  PID         -  FH0990
 FH0990  STATE/COUNTY-  AR/SEBASTIAN
 FH0990  USGS QUAD   -  FORT SMITH (1987)
 FH0990
 FH0990                         *CURRENT SURVEY CONTROL
 FH0990  ___________________________________________________________________
 FH0990* NAD 83(1997)-  35 23 23.09509(N)    094 25 40.76119(W)     ADJUSTED  
 FH0990* NAVD 88     -                                                        
 FH0990  ___________________________________________________________________
 FH0990  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 FH0990  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FH0990
 FH0990  HORZ ORDER  -  THIRD
 FH0990
 FH0990.The horizontal coordinates were established by classical geodetic methods
 FH0990.and adjusted by the National Geodetic Survey in September 1999..
 FH0990
 FH0990
 FH0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0990
 FH0990.The geoid height was determined by GEOID03.
 FH0990
 FH0990;                    North         East     Units Scale Factor Converg.
 FH0990;SPC AR N     -   119,919.492   179,444.631   MT  0.99994167   -1 24 46.2
 FH0990;SPC AR N     -   393,435.87    588,727.93   sFT  0.99994167   -1 24 46.2
 FH0990;SPC OK N     -    49,213.762   924,467.346   MT  1.00003682   +2 06 28.8
 FH0990;SPC OK N     -   161,462.15  3,033,023.28   sFT  1.00003682   +2 06 28.8
 FH0990;SPC OK S     -   233,856.969   924,472.127   MT  1.00003466   +2 01 39.1
 FH0990;SPC OK S     -   767,245.74  3,033,038.97   sFT  1.00003466   +2 01 39.1
 FH0990;UTM  15      - 3,917,202.176   370,310.045   MT  0.99980728   -0 49 37.6
 FH0990
 FH0990                          SUPERSEDED SURVEY CONTROL
 FH0990
 FH0990  NAD 83(1997)-  35 23 23.09913(N)    094 25 40.75934(W) AD(       ) 4
 FH0990  NAD 83(1986)-  35 23 23.09876(N)    094 25 40.75180(W) AD(       ) 4
 FH0990  NAD 27      -  35 23 22.77000(N)    094 25 39.98000(W) AD(       ) 3
 FH0990
 FH0990.Superseded values are not recommended for survey control.
 FH0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0990.See file dsdata.txt to determine how the superseded data were derived.
 FH0990
 FH0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7031017202(NAD 83)
 FH0990_MARKER: 51 = TANK
 FH0990
 FH0990  HISTORY     - Date     Condition        Report By
 FH0990  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0990
 FH0990                          STATION DESCRIPTION
 FH0990
 FH0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0990'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK AT THE
 FH0990'JOHN SCHAAP AND SONS DRUG COMPANY.  IT IS A SMALL ROUND WOOD
 FH0990'STAVE TANK WITH A CONICAL TOP AND A FINIAL AT THE TIP.  THE TANK
 FH0990'IS ON TOP OF THE N CORNER OF THE BUILDING OCCUPIED BY THE DRUG
 FH0990'COMPANY.  IT IS ABOUT 90 FEET HIGH AND IS NOT VERY PROMINENT.
 FH0990'
 FH0990'THE JOHN SCHAAP AND SONS DRUG COMPANY IS IN THE BUSINESS SECTION
 FH0990'OF FORT SMITH, AT THE N CORNER OF GARRISON AVENUE (MAIN STREET
 FH0990'OF TOWN) AND N SECOND STREET AND IS TWO BLOCKS SE OF THE
 FH0990'ARKANSAS RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0993 ***********************************************************************
 FH0993  DESIGNATION -  FORT SMITH SE TRANSM LINE TWR
 FH0993  PID         -  FH0993
 FH0993  STATE/COUNTY-  AR/SEBASTIAN
 FH0993  USGS QUAD   -  FORT SMITH (1987)
 FH0993
 FH0993                         *CURRENT SURVEY CONTROL
 FH0993  ___________________________________________________________________
 FH0993* NAD 83(1997)-  35 23 33.90072(N)    094 25 42.20838(W)     ADJUSTED  
 FH0993* NAVD 88     -                                                        
 FH0993  ___________________________________________________________________
 FH0993  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FH0993  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FH0993
 FH0993  HORZ ORDER  -  THIRD
 FH0993
 FH0993.The horizontal coordinates were established by classical geodetic methods
 FH0993.and adjusted by the National Geodetic Survey in September 1999..
 FH0993
 FH0993
 FH0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0993
 FH0993.The geoid height was determined by GEOID03.
 FH0993
 FH0993;                    North         East     Units Scale Factor Converg.
 FH0993;SPC AR N     -   120,253.288   179,416.333   MT  0.99994149   -1 24 47.1
 FH0993;SPC AR N     -   394,531.00    588,635.09   sFT  0.99994149   -1 24 47.1
 FH0993;SPC OK N     -    49,545.222   924,418.598   MT  1.00003612   +2 06 28.0
 FH0993;SPC OK N     -   162,549.62  3,032,863.35   sFT  1.00003612   +2 06 28.0
 FH0993;SPC OK S     -   234,188.497   924,423.845   MT  1.00003539   +2 01 38.3
 FH0993;SPC OK S     -   768,333.43  3,032,880.56   sFT  1.00003539   +2 01 38.3
 FH0993;UTM  15      - 3,917,535.621   370,278.341   MT  0.99980738   -0 49 38.7
 FH0993
 FH0993                          SUPERSEDED SURVEY CONTROL
 FH0993
 FH0993  NAD 83(1997)-  35 23 33.90493(N)    094 25 42.20665(W) AD(       ) 4
 FH0993  NAD 83(1986)-  35 23 33.90434(N)    094 25 42.19911(W) AD(       ) 4
 FH0993  NAD 27      -  35 23 33.57300(N)    094 25 41.42400(W) AD(       ) 3
 FH0993
 FH0993.Superseded values are not recommended for survey control.
 FH0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0993.See file dsdata.txt to determine how the superseded data were derived.
 FH0993
 FH0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7027817536(NAD 83)
 FH0993_MARKER: 55 = TOWER
 FH0993
 FH0993  HISTORY     - Date     Condition        Report By
 FH0993  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0993
 FH0993                          STATION DESCRIPTION
 FH0993
 FH0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0993'THIS INTERSECTION STATION IS THE TIP OF THE SOUTHEASTERLY OF
 FH0993'TWO TOWERS SUPPORTING AN OKLAHOMA GAS AND ELECTRIC COMPANY
 FH0993'TRANSMISSION LINE ACROSS THE ARKANSAS RIVER.  IT IS A
 FH0993'RECTANGULAR SKELETON STEEL TOWER AND IS UNPAINTED.  IT IS
 FH0993'ABOUT 50 BY 20 FEET AT THE BASE AND 3 FEET SQUARE NEAR THE
 FH0993'TOP.  THE UPPER 3 FEET HOLDING THE INSULATOR BRACKETS IS
 FH0993'VERTICAL.  IT COMES TO A PEAK AT THE TOP.  IT IS ABOUT 135 FEET
 FH0993'HIGH AND IS QUITE PROMINENT IN THE RIVER VALLEY.  THE
 FH0993'NORTHWESTERLY TOWER IS SIMILAR IN APPEARANCE EXCEPT THAT IT
 FH0993'IS PAINTED.
 FH0993'
 FH0993'THE TOWER IS IN THE NORTHWESTERN PART OF THE BUSINESS SECTION OF
 FH0993'FORT SMITH, ABOUT 100 FEET SE OF THE BANK OF THE ARKANSAS RIVER,
 FH0993'ABOUT 1,000 FEET NE OF THE SE END OF THE SEBASTIAN BRIDGE OVER
 FH0993'THE RIVER WHICH IS ON THE EXTENSION OF THE MAIN STREET OF
 FH0993'TOWN, ABOUT 40 FEET NW OF A SPUR TRACK OF THE MISSOUR PACIFIC
 FH0993'RAILROAD, AND ABOUT 125 FEET SW OF THE CENTER LINE OF N C
 FH0993'STREET.  THE MIDDLE OF THE RIVER OPPOSITE THE STATION IS ABOUT ON
 FH0993'THE ARKANSAS-OKLAHOMA BOUNDARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1005 ***********************************************************************
 FH1005  DESIGNATION -  FORT SMITH SEBASTIAN CO CTHSE
 FH1005  PID         -  FH1005
 FH1005  STATE/COUNTY-  AR/SEBASTIAN
 FH1005  USGS QUAD   -  FORT SMITH (1987)
 FH1005
 FH1005                         *CURRENT SURVEY CONTROL
 FH1005  ___________________________________________________________________
 FH1005* NAD 83(1997)-  35 23 08.81155(N)    094 25 34.33467(W)     ADJUSTED  
 FH1005* NAVD 88     -                                                        
 FH1005  ___________________________________________________________________
 FH1005  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 FH1005  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FH1005
 FH1005  HORZ ORDER  -  THIRD
 FH1005
 FH1005.The horizontal coordinates were established by classical geodetic methods
 FH1005.and adjusted by the National Geodetic Survey in September 1999..
 FH1005
 FH1005
 FH1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1005
 FH1005.The geoid height was determined by GEOID03.
 FH1005
 FH1005;                    North         East     Units Scale Factor Converg.
 FH1005;SPC AR N     -   119,475.452   179,595.913   MT  0.99994190   -1 24 42.5
 FH1005;SPC AR N     -   391,979.05    589,224.26   sFT  0.99994190   -1 24 42.5
 FH1005;SPC OK N     -    48,779.810   924,645.629   MT  1.00003775   +2 06 32.6
 FH1005;SPC OK N     -   160,038.43  3,033,608.20   sFT  1.00003775   +2 06 32.6
 FH1005;SPC OK S     -   233,422.768   924,649.800   MT  1.00003368   +2 01 42.8
 FH1005;SPC OK S     -   765,821.20  3,033,621.89   sFT  1.00003368   +2 01 42.8
 FH1005;UTM  15      - 3,916,759.766   370,465.838   MT  0.99980678   -0 49 33.6
 FH1005
 FH1005                          SUPERSEDED SURVEY CONTROL
 FH1005
 FH1005  NAD 83(1997)-  35 23 08.81537(N)    094 25 34.33297(W) AD(       ) 4
 FH1005  NAD 83(1986)-  35 23 08.81501(N)    094 25 34.32535(W) AD(       ) 4
 FH1005  NAD 27      -  35 23 08.46100(N)    094 25 33.57000(W) AD(       ) 3
 FH1005
 FH1005.Superseded values are not recommended for survey control.
 FH1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1005.See file dsdata.txt to determine how the superseded data were derived.
 FH1005
 FH1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7046616760(NAD 83)
 FH1005_MARKER: 82 = FINIAL
 FH1005
 FH1005  HISTORY     - Date     Condition        Report By
 FH1005  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH1005
 FH1005                          STATION DESCRIPTION
 FH1005
 FH1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH1005'THIS INTERSECTION STATION IS THE BASE OF THE FINIAL AT THE TIP
 FH1005'OF THE ROOF OF THE TOWER ON THE SEBASTIAN COUNTY COURTHOUSE.
 FH1005'THE COURTHOUSE IS A SQUARE RED BRICK BUILDING WITH A
 FH1005'SLATE-COVERED GABLE ROOF.  A 10-FOOT SQUARE TOWER RISES ABOVE
 FH1005'CENTER OF THE TOP OF BUILDING.  THE WALLS OF THE TOWER ARE
 FH1005'COVERED WITH SHEET METAL.  THE TOWER HAS A TALL NARROW
 FH1005'LOUVERED WINDOW ON EACH SIDE AND A CLOCK ABOVE EACH WINDOW.
 FH1005'THE TOWER HAS A PYRAMIDAL SLATE-COVERED ROOF WITH A DORMER ON
 FH1005'EACH SIDE.  EACH DORMER HAS CIRCULAR WINDOW AND A HIP ROOF
 FH1005'WITH A BALL AT THE OUTER END OF THE RIDGE.  THERE IS A
 FH1005'SMALL CONICAL SPIRE WITH BALL AT TIP AT EACH CORNER OF
 FH1005'TOP OF TOWER.  THERE IS A SQUARE FINIAL WITH LARGE BASE AND
 FH1005'BALL AT TIP OF THE ROOF OF THE TOWER.  THE ENTIRE TOWER
 FH1005'IS PAINTED SILVER.
 FH1005'
 FH1005'THE TOP OF THE TOWER IS ABOUT 100 FEET ABOVE THE GROUND AND
 FH1005'IS ONE OF THE MOST PROMINENT OBJECTS IN FORT SMITH.  THE
 FH1005'BUILDING WAS ERECTED IN 1887.
 FH1005'
 FH1005'THE COURTHOUSE IS IN THE BUSINESS SECTION OF FORT SMITH, IN
 FH1005'THE BLOCK BETWEEN S SIXTH STREET ON THE NW, S SEVENTH STREET ON
 FH1005'THE SE, ROGERS AVENUE ON THE NE, AND PARKER AVENUE ON THE SW.
 FH1005'IT IS NEAR THE SIXTH STREET SIDE OF THE BLOCK AND ABOUT MIDWAY
 FH1005'BETWEEN ROGERS AVENUE AND PARKER AVENUE.  ROGERS AVENUE IS
 FH1005'ONE BLOCK SW OF THE MAIN STREET OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0991 ***********************************************************************
 FH0991  DESIGNATION -  FORT SMITH ST BONIFACE CATH CH
 FH0991  PID         -  FH0991
 FH0991  STATE/COUNTY-  AR/SEBASTIAN
 FH0991  USGS QUAD   -  FORT SMITH (1987)
 FH0991
 FH0991                         *CURRENT SURVEY CONTROL
 FH0991  ___________________________________________________________________
 FH0991* NAD 83(1997)-  35 22 54.42686(N)    094 24 44.13905(W)     ADJUSTED  
 FH0991* NAVD 88     -                                                        
 FH0991  ___________________________________________________________________
 FH0991  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 FH0991  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FH0991
 FH0991  HORZ ORDER  -  THIRD
 FH0991
 FH0991.The horizontal coordinates were established by classical geodetic methods
 FH0991.and adjusted by the National Geodetic Survey in September 1999..
 FH0991
 FH0991
 FH0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0991
 FH0991.The geoid height was determined by GEOID03.
 FH0991
 FH0991;                    North         East     Units Scale Factor Converg.
 FH0991;SPC AR N     -   119,001.171   180,851.447   MT  0.99994214   -1 24 13.3
 FH0991;SPC AR N     -   390,423.01    593,343.46   sFT  0.99994214   -1 24 13.3
 FH0991;SPC OK N     -    48,383.492   925,928.044   MT  1.00003870   +2 07 02.3
 FH0991;SPC OK N     -   158,738.17  3,037,815.59   sFT  1.00003870   +2 07 02.3
 FH0991;SPC OK S     -   233,024.647   925,931.649   MT  1.00003271   +2 02 11.3
 FH0991;SPC OK S     -   764,515.03  3,037,827.42   sFT  1.00003271   +2 02 11.3
 FH0991;UTM  15      - 3,916,298.410   371,725.983   MT  0.99980277   -0 49 04.2
 FH0991
 FH0991                          SUPERSEDED SURVEY CONTROL
 FH0991
 FH0991  NAD 83(1997)-  35 22 54.43083(N)    094 24 44.13719(W) AD(       ) 4
 FH0991  NAD 83(1986)-  35 22 54.43048(N)    094 24 44.12959(W) AD(       ) 4
 FH0991  NAD 27      -  35 22 54.10000(N)    094 24 43.36000(W) AD(       ) 3
 FH0991
 FH0991.Superseded values are not recommended for survey control.
 FH0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0991.See file dsdata.txt to determine how the superseded data were derived.
 FH0991
 FH0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7172616298(NAD 83)
 FH0991_MARKER: 90 = CHURCH SPIRE
 FH0991
 FH0991  HISTORY     - Date     Condition        Report By
 FH0991  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0991
 FH0991                          STATION DESCRIPTION
 FH0991
 FH0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0991'THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON THE SPIRE
 FH0991'ON THE ST. BONIFACE GERMAN CATHOLIC CHURCH.  THE CHURCH IS A
 FH0991'WHITE WOODEN BUILDING WITH A SQUARE WHITE WOODEN TOWER AT
 FH0991'THE NW CENTER OVER ENTRANCE.  THE UPPER PART OF THE TOWER
 FH0991'IS A BELFRY AND IS SMALLER THAN THE LOWER PART.  THE BELFRY
 FH0991'HAS A LOUVERED WINDOW ON EACH SIDE.  THE SPIRE IS SURMOUNTED
 FH0991'BY AN OCTAGONAL BROWN SHEET METAL COVERED SPIRE.  THE SPIRE
 FH0991'HAS A LOUVERED DORMER ON EACH OF FOUR SIDES AND HAS A LARGE
 FH0991'BALL AND WHITE CROSS AT THE TIP.  THE SPIRE IS ABOUT 90 FEET
 FH0991'HIGH AND IS NOT VERY PROMINENT.  THE BUILDING WAS ERECTED IN
 FH0991'1886.
 FH0991'
 FH0991'THE CHURCH IS IN THE CENTRAL PART OF FORT SMITH, ABOUT 75 FEET
 FH0991'SE OF N EIGHTEENTH STREET AND ABOUT MIDWAY BETWEEN N B STREET AND
 FH0991'N C STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0988 ***********************************************************************
 FH0988  DESIGNATION -  FORT SMITH WAGON CO TANK
 FH0988  PID         -  FH0988
 FH0988  STATE/COUNTY-  AR/SEBASTIAN
 FH0988  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0988
 FH0988                         *CURRENT SURVEY CONTROL
 FH0988  ___________________________________________________________________
 FH0988* NAD 83(1997)-  35 21 46.89131(N)    094 25 38.01455(W)     ADJUSTED  
 FH0988* NAVD 88     -                                                        
 FH0988  ___________________________________________________________________
 FH0988  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 FH0988  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FH0988
 FH0988  HORZ ORDER  -  THIRD
 FH0988
 FH0988.The horizontal coordinates were established by classical geodetic methods
 FH0988.and adjusted by the National Geodetic Survey in September 1999..
 FH0988
 FH0988
 FH0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0988
 FH0988.The geoid height was determined by GEOID03.
 FH0988
 FH0988;                    North         East     Units Scale Factor Converg.
 FH0988;SPC AR N     -   116,953.975   179,440.847   MT  0.99994335   -1 24 44.6
 FH0988;SPC AR N     -   383,706.50    588,715.51   sFT  0.99994335   -1 24 44.6
 FH0988;SPC OK N     -    46,253.321   924,645.705   MT  1.00004320   +2 06 30.5
 FH0988;SPC OK N     -   151,749.44  3,033,608.45   sFT  1.00004320   +2 06 30.5
 FH0988;SPC OK S     -   230,896.306   924,646.326   MT  1.00002820   +2 01 40.7
 FH0988;SPC OK S     -   757,532.30  3,033,610.49   sFT  1.00002820   +2 01 40.7
 FH0988;UTM  15      - 3,914,237.176   370,336.588   MT  0.99980719   -0 49 34.1
 FH0988
 FH0988                          SUPERSEDED SURVEY CONTROL
 FH0988
 FH0988  NAD 83(1997)-  35 21 46.89531(N)    094 25 38.01233(W) AD(       ) 4
 FH0988  NAD 83(1986)-  35 21 46.89507(N)    094 25 38.00486(W) AD(       ) 4
 FH0988  NAD 27      -  35 21 46.56400(N)    094 25 37.22900(W) AD(       ) 3
 FH0988
 FH0988.Superseded values are not recommended for survey control.
 FH0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0988.See file dsdata.txt to determine how the superseded data were derived.
 FH0988
 FH0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7033714237(NAD 83)
 FH0988_MARKER: 51 = TANK
 FH0988
 FH0988  HISTORY     - Date     Condition        Report By
 FH0988  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0988  HISTORY     - 1963     MARK NOT FOUND   CGS
 FH0988
 FH0988                          STATION DESCRIPTION
 FH0988
 FH0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0988'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK AT
 FH0988'THE ABONDONED PLANT OF THE FORT SMITH WAGON COMPANY.  IT IS
 FH0988'A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND
 FH0988'HAS A BALL AT THE CENTER OF THE TOP.  IT IS SUPPORTED BY FOUR
 FH0988'LEGS AND IS PAINTED BLACK.  IT IS ABOUT 100 FEET HIGH AND IS
 FH0988'QUITE PROMINENT.  IT WAS ERECTED IN 1912.
 FH0988'
 FH0988'THE PLANT OF THE WAGON COMPANY IS IN THE SOUTHERN PART OF
 FH0988'FORT SMITH, ABOUT 2 MILES S OF THE BUSINESS SECTION OF TOWN,
 FH0988'ABOUT 2,000 FEET N OF THE S CITY LIMITS AND ABOUT 1,500 FEET
 FH0988'E OF THE WEST CITY LIMITS, BETWEEN WHEELER AVENUE AND THE
 FH0988'FRISCO RAILROAD TRACK, ON THE S SIDE OF S S STREET.  THE TANK
 FH0988'IS ABOUT 200 FEET E OF THE FRISCO RAILROAD TRACK, ABOUT 500 FEET
 FH0988'W OF WHEELER AVENUE AND ABOUT ON LINE WITH S U STREET TO
 FH0988'THE W.
 FH0988
 FH0988                          STATION RECOVERY (1963)
 FH0988
 FH0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 FH0988'STATION LOST, THE TANK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0859 ***********************************************************************
 GF0859  DESIGNATION -  FORUM
 GF0859  PID         -  GF0859
 GF0859  STATE/COUNTY-  AR/MADISON
 GF0859  USGS QUAD   -  FORUM (1973)
 GF0859
 GF0859                         *CURRENT SURVEY CONTROL
 GF0859  ___________________________________________________________________
 GF0859* NAD 83(1997)-  36 13 47.54612(N)    093 43 13.41972(W)     ADJUSTED  
 GF0859* NAVD 88     -       501.8    (meters)    1646.     (feet)  VERTCON   
 GF0859  ___________________________________________________________________
 GF0859  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 GF0859  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GF0859
 GF0859  HORZ ORDER  -  FIRST
 GF0859
 GF0859.The horizontal coordinates were established by classical geodetic methods
 GF0859.and adjusted by the National Geodetic Survey in September 1999..
 GF0859
 GF0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0859
 GF0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0859
 GF0859.The geoid height was determined by GEOID03.
 GF0859
 GF0859;                    North         East     Units Scale Factor Converg.
 GF0859;SPC AR N     -   211,763.287   245,342.294   MT  0.99999932   -1 00 03.9
 GF0859;SPC AR N     -   694,760.05    804,927.18   sFT  0.99999932   -1 00 03.9
 GF0859;UTM  15      - 4,009,685.870   435,261.001   MT  0.99965164   -0 25 32.8
 GF0859
 GF0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0859!SPC AR N     -   0.99992564  x   0.99999932  =   0.99992496
 GF0859!UTM  15      -   0.99992564  x   0.99965164  =   0.99957731
 GF0859
 GF0859|---------------------------------------------------------------------|
 GF0859| PID    Reference Object                     Distance      Geod. Az  |
 GF0859|                                                           dddmmss.s |
 GF0859| CI0917 FORUM RM 1                           23.247 METERS 12914     |
 GF0859| CI0918 FORUM RM 2                           20.601 METERS 22041     |
 GF0859| GF0868 BRUSH                               APPROX.20.7 KM 2540630.0 |
 GF0859| CI0915 FORUM AZ MK                                        2592133.7 |
 GF0859| GF0873 SWAIN MOUNTAIN LOOKOUT TOWER 2      APPROX. 7.9 KM 3295343.8 |
 GF0859|---------------------------------------------------------------------|
 GF0859
 GF0859                          SUPERSEDED SURVEY CONTROL
 GF0859
 GF0859  NAD 83(1997)-  36 13 47.55747(N)    093 43 13.41997(W) AD(       ) 1
 GF0859  NAD 83(1986)-  36 13 47.55717(N)    093 43 13.42055(W) AD(       ) 1
 GF0859  NAD 27      -  36 13 47.29100(N)    093 43 12.72900(W) AD(       ) 1
 GF0859  NGVD 29 (07/19/86)  501.7    (m)         1646.     (f) VERT ANG       
 GF0859
 GF0859.Superseded values are not recommended for survey control.
 GF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0859.See file dsdata.txt to determine how the superseded data were derived.
 GF0859
 GF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3526109686(NAD 83)
 GF0859_MARKER: DS = TRIANGULATION STATION DISK
 GF0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0859_SP_SET: CONCRETE POST
 GF0859_STAMPING: FORUM 1940
 GF0859_MARK LOGO: CGS   
 GF0859_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GF0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0859+STABILITY: SURFACE MOTION
 GF0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0859+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 GF0859
 GF0859  HISTORY     - Date     Condition        Report By
 GF0859  HISTORY     - 1940     MONUMENTED       CGS
 GF0859  HISTORY     - 1940     GOOD             CGS
 GF0859  HISTORY     - 1958     GOOD             CGS
 GF0859  HISTORY     - 1971     GOOD             NGS
 GF0859  HISTORY     - 1987     GOOD             USPSQD
 GF0859  HISTORY     - 1988     GOOD             USPSQD
 GF0859  HISTORY     - 19921122 GOOD             NOS
 GF0859  HISTORY     - 20041006 GOOD             GEOCAC
 GF0859  HISTORY     - 20050328 GOOD             GEOCAC
 GF0859
 GF0859                          STATION DESCRIPTION
 GF0859
 GF0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0859'STATION IS LOCATED ABOUT 3.25 MILES N OF THE TOWN OF FORUM AND
 GF0859'ABOUT 12 MILES S OF EUREKA SPRINGS, IN THE NW 1/4 OF SEC. 14,
 GF0859'T 18 N, R 26 W.  IT IS ON LAND OCCUPIED BY MR. CLARENCE GUNN.
 GF0859'
 GF0859'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GF0859'BRONZE DISKS SET IN CONCRETE.
 GF0859'
 GF0859'THE STATION MARK IS STAMPED FORUM 1940 AND PROJECTS 6 INCHES.
 GF0859'IT IS 25 FEET W OF A 16-INCH OAK TREE, 26 FEET S OF A 16-INCH
 GF0859'OAK TREE, 72 FEET N OF A TRIANGLE BLAZED 18-INCH OAK TREE
 GF0859'103 FEET N OF THE CENTER OF A GRAVEL ROAD.
 GF0859'
 GF0859'REFERENCE MARK NO. 1 IS STAMPED FORUM NO. 1 1940, AND PROJECTS
 GF0859'6 INCHES.  IT IS 8 FEET W OF A 12-INCH OAK TREE, 27 FEET E
 GF0859'OF A TRIANGLE BLAZED 18-INCH OAK TREE AND 36 FEET N OF THE
 GF0859'CENTER OF A GRAVEL ROAD.
 GF0859'
 GF0859'REFERENCE MARK NO. 2 IS STAMPED FORUM NO 2 1940, AND PROJECTS
 GF0859'4 INCHES.  IT IS 13 FEET E OF A 16-INCH OAK TREE, 14 FEET N
 GF0859'OF A 10-INCH OAK TREE AND 7 FEET S OF A 6-INCH OAK TREE.
 GF0859'
 GF0859'THE AZIMUTH MARK IS STAMPED FORUM 1940 AND PROJECTS 6 INCHES.
 GF0859'IT IS 24 FEET E OF THE CENTER OF STATE HIGHWAY 23 AND 3 FEET
 GF0859'W OF A WIRE FENCE.
 GF0859'
 GF0859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 GF0859'STATE HIGHWAY 23, 1 MILE S OF EUREKA SPRINGS, GO S ON STATE
 GF0859'HIGHWAY 23 FOR 14.7 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GF0859'E SIDE OF THE HIGHWAY, CONTINUE 0.1 MILE TO A FORK TO THE LEFT,
 GF0859'TURN LEFT AND FOLLOW NARROW ROAD FOR 0.15 MILE TO A GRAVEL
 GF0859'CROSS ROAD, TURN LEFT, N, AND GO 0.05 MILE TO A TRIANGLE
 GF0859'BLAZED OAK TREE AND STATION ON THE LEFT, W SIDE OF THE ROAD.
 GF0859'
 GF0859'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GF0859
 GF0859                          STATION RECOVERY (1940)
 GF0859
 GF0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GF0859'RECOVERED IN GOOD CONDITION.
 GF0859
 GF0859                          STATION RECOVERY (1958)
 GF0859
 GF0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 GF0859'STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GF0859'THE AZIMUTH MARK WAS RESET AT THIS DATE AT THE REQUEST OF THE
 GF0859'ARKANSAS STATE HIGHWAY DEPARTMENT.  THE AZIMUTH MARK WAS MOVED
 GF0859'ACROSS THE HIGHWAY, AWAY FROM AND IN LINE WITH THE OLD AZIMUTH
 GF0859'MARK AND THE STATION.  THE 1940 DESCRIPTION OF THE STATION
 GF0859'IS ADEQUATE WITH A NEW DESCRIPTION OF THE AZIMUTH MARK AND
 GF0859'THE DESCRIPTION TO REACH THE STATION WHICH FOLLOWS-
 GF0859'
 GF0859'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION IN THE
 GF0859'MIDDLE OF A LONG GRADE ON THE HIGHWAY, 395 FEET SOUTHEAST OF THE
 GF0859'CENTER OF A SIDE ROAD LEADING WEST TO A GREEN PAINTED HOUSE,
 GF0859'350 FEET NORTHWEST OF A SIDE ROAD LEADING EAST, 87 FEET
 GF0859'NORTHWEST OF A 24-INCH CONCRETE CULVERT, 40 FEET SOUTHWEST OF THE
 GF0859'CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTHEAST OF A FENCE LINE.
 GF0859'IT IS A STANDARD DISK, STAMPED FORUM 1940 RESET 1958, SET IN
 GF0859'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 GF0859'
 GF0859'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 62 AND
 GF0859'STATE HIGHWAY 23, WHICH IS ABOUT 1.0 MILE SOUTH EAST OF EUREKA
 GF0859'SPRINGS, GO SOUTH ON STATE HIGHWAY 23 FOR 14.3 MILES TO THE
 GF0859'AZIMUTH MARK ON THE RIGHT, CONTINUE FOR ABOUT 0.05 MILE TO A
 GF0859'FORK, TAKE LEFT FORK, DIRT ROAD, AND GO 0.15 MILE TO A T
 GF0859'JUNCTION WITH A GRAVELED ROAD, TURN LEFT, AND GO ABOUT 150 YARDS
 GF0859'TO THE MARK ON THE LEFT IN THE WOODS.
 GF0859
 GF0859                          STATION RECOVERY (1971)
 GF0859
 GF0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0859'THE STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE
 GF0859'RECOVERED AND FOUND IN GOOD CONDITION.  A LOOKOUT TOWER HAS BEEN
 GF0859'ERECTED DIRECTLY OVER THE STATION MARK SO REFERENCE MARK 3
 GF0859'WAS ESTABLISHED AND OCCUPIED AT THIS TIME.  THE STATION MARK WAS
 GF0859'NOT OCCUPIED DUE TO THE TOWER STEPS BEING DIRECTLY ABOVE MARK.
 GF0859'THE DISTANCE TO REFERENCE MARK 1 WAS MEASURED .007 METER
 GF0859'SHORTER.  REFERENCE MARK 2 IS OBSTRUCTED BY THE HOUSE.  THE
 GF0859'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND DUE TO TREES AND
 GF0859'BRUSH.  DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 GF0859'
 GF0859'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF HUNTSVILLE, 9 MILES
 GF0859'SOUTH AND 8-1/2 MILES WEST OF BERRYVILLE, 6 MILES NORTH AND 7 MILES
 GF0859'EAST OF HINDSVILLE, IN THE NORTHWEST 1/4 OF SECTION 14, R 26 W, T
 GF0859'18 N, AND ON PROPERTY OWNED BY THE U. S. FISH AND WILDLIFE
 GF0859'SERVICE.
 GF0859'
 GF0859'TO REACH THE STATION FROM THE POST OFFICE IN FORUM, GO NORTH ON
 GF0859'STATE HIGHWAY 23 FOR 1.55 MILES TO A CHURCH ON THE RIGHT.  CONTINUE
 GF0859'AHEAD ON STATE HIGHWAY 23 FOR 2.0 MILES TO A SIDE GRAVELED ROAD
 GF0859'ON RIGHT AND SIGN MADISON COUNTY WILDLIFE AREA.  (TO REACH THE
 GF0859'AZIMUTH MARK FROM HERE, CONTINUE NORTHERLY ON STATE HIGHWAY 23
 GF0859'FOR 0.25 MILE TO THE MARK ON LEFT.) TURN RIGHT AND GO NORTHERLY
 GF0859'ON GRAVELED ROAD FOR 0.2 MILE TO A HOUSE, LOOKOUT TOWER AND
 GF0859'STATION ON LEFT.
 GF0859'
 GF0859'STATION MARKS ARE STANDARD DISKS STAMPED FORUM 1940.  THE SURFACE
 GF0859'DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 GF0859'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS LOCATED DIRECTLY
 GF0859'UNDER THE CENTER OF THE LOOKOUT TOWER.
 GF0859'
 GF0859'REFERENCE MARK 1, A STANDARD DISK STAMPED FORUM NO 1 1940, IS SET
 GF0859'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GF0859'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET NORTHWEST OF THE
 GF0859'CENTER OF THE GRAVELED ROAD, 43.4 FEET SOUTHEAST OF THE NORTHEAST
 GF0859'CORNER OF THE HOUSE, 38.8 FEET EAST OF THE SOUTHEAST CORNER OF
 GF0859'THE HOUSE AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 GF0859'STATION.
 GF0859'
 GF0859'REFERENCE MARK 2, A STANDARD DISK STAMPED FORUM NO 2 1940, IS SET
 GF0859'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 GF0859'INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET SOUTHWEST OF THE
 GF0859'NORTHWEST CORNER OF THE HOUSE, 18.4 FEET WEST-NORTHWEST OF THE
 GF0859'SOUTHWEST CORNER OF THE HOUSE, AND ABOUT THE SAME ELEVATION AS
 GF0859'THE STATION.
 GF0859'
 GF0859'REFERENCE MARK 3, A STANDARD DISK STAMPED FORUM 1940 NO 3 1971, IS
 GF0859'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GF0859'SET FLUSH WITH THE GROUND SURFACE.  IT IS 91.7 FEET EAST OF THE
 GF0859'CENTER OF THE LOOKOUT TOWER, 87.4 FEET NORTHEAST OF THE SOUTHEAST
 GF0859'CORNER OF THE HOUSE, 75 FEET EAST-NORTHEAST OF THE NORTHEAST
 GF0859'CORNER OF THE HOUSE, 60 FEET NORTHWEST OF THE CENTER OF THE
 GF0859'GRAVELED ROAD AND THE MARK IS ABOUT 1 FOOT LOWER IN ELEVATION
 GF0859'THAN THE STATION.  THE UNDERGROUND DISK IS STAMPED FORUM 1940 NO
 GF0859'3 1971, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 GF0859'THAT IS 36-INCHES BELOW THE GROUND SURFACE.
 GF0859'
 GF0859'AZIMUTH MARK, A STANDARD DISK STAMPED FORUM 1940 RESET 1958, IS SET
 GF0859'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 GF0859'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET SOUTHWEST OF
 GF0859'THE CENTER OF STATE HIGHWAY 23, 13 FEET SOUTHEAST OF A TELEPHONE
 GF0859'LINE POLE AND 1.9 FEET NORTHWEST OF A METAL WITNESS POST AND THE
 GF0859'FENCE.
 GF0859'
 GF0859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES NORTH
 GF0859'OF FORUM.
 GF0859'
 GF0859'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 M.
 GF0859
 GF0859                          STATION RECOVERY (1987)
 GF0859
 GF0859'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0859'RECOVERED IN GOOD CONDITION.
 GF0859
 GF0859                          STATION RECOVERY (1988)
 GF0859
 GF0859'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0859'RECOVERED IN GOOD CONDITION.
 GF0859
 GF0859                          STATION RECOVERY (1992)
 GF0859
 GF0859'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 GF0859'RECOVERED IN GOOD CONDITION.
 GF0859
 GF0859                          STATION RECOVERY (2004)
 GF0859
 GF0859'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 GF0859'STATION,REFERENCE MARK 1 AND 2 RECOVERED,AZIMUTH WAS NOT FOUND THIS
 GF0859'DATE.
 GF0859
 GF0859                          STATION RECOVERY (2005)
 GF0859
 GF0859'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0859'MARK IS IN GOOD SHAPE.  REFERENCE STATIONS WERE NOT RECOVERED AT THIS
 GF0859'TIME.  STATION IS LOCATED BEHIND A LOCKED GATE DUE NORTH OF AN OLD
 GF0859'HOME ON THE PROPERTY OF THE ARKANSAS GAME AND FISH COMMISSION.
 GF0859'REFERENCE MARKS WERE NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1059 ***********************************************************************
 GE1059  DESIGNATION -  FOSTER
 GE1059  PID         -  GE1059
 GE1059  STATE/COUNTY-  AR/RANDOLPH
 GE1059  USGS QUAD   -  POCAHONTAS (1981)
 GE1059
 GE1059                         *CURRENT SURVEY CONTROL
 GE1059  ___________________________________________________________________
 GE1059* NAD 83(1997)-  36 19 08.36586(N)    090 58 09.68821(W)     ADJUSTED  
 GE1059* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 GE1059  ___________________________________________________________________
 GE1059  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GE1059  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GE1059
 GE1059  HORZ ORDER  -  SECOND
 GE1059
 GE1059.The horizontal coordinates were established by classical geodetic methods
 GE1059.and adjusted by the National Geodetic Survey in September 1999..
 GE1059
 GE1059.The orthometric height was scaled from a topographic map.
 GE1059
 GE1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1059
 GE1059.The geoid height was determined by GEOID03.
 GE1059
 GE1059;                    North         East     Units Scale Factor Converg.
 GE1059;SPC AR N     -   220,785.337   492,550.802   MT  1.00001806   +0 35 59.0
 GE1059;SPC AR N     -   724,359.89  1,615,977.09   sFT  1.00001806   +0 35 59.0
 GE1059;UTM  15      - 4,021,243.804   682,288.553   MT  1.00000943   +1 12 10.9
 GE1059
 GE1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1059!SPC AR N     -   0.99998216  x   1.00001806  =   1.00000022
 GE1059!UTM  15      -   0.99998216  x   1.00000943  =   0.99999159
 GE1059
 GE1059:                Primary Azimuth Mark                     Grid Az
 GE1059:SPC AR N     -  FOSTER AZ MK                             006 08 40.2
 GE1059:UTM  15      -  FOSTER AZ MK                             005 32 28.3
 GE1059
 GE1059|---------------------------------------------------------------------|
 GE1059| PID    Reference Object                     Distance      Geod. Az  |
 GE1059|                                                           dddmmss.s |
 GE1059| CI3623 FOSTER AZ MK                                       0064439.2 |
 GE1059| GE1052 BIGGERS TEX ILL NAT GAS MAST        APPROX.12.2 KM 1002445.3 |
 GE1059| GE1057 POCAHONTAS RADIO STA KPOC MAST      APPROX. 4.8 KM 1640619.2 |
 GE1059| CI3625 FOSTER RM 2                          24.169 METERS 25942     |
 GE1059| CI3624 FOSTER RM 1                          24.409 METERS 35529     |
 GE1059|---------------------------------------------------------------------|
 GE1059
 GE1059                          SUPERSEDED SURVEY CONTROL
 GE1059
 GE1059  NAD 83(1986)-  36 19 08.37395(N)    090 58 09.68790(W) AD(       ) 2
 GE1059  NAD 27      -  36 19 08.13910(N)    090 58 09.24630(W) AD(       ) 2
 GE1059
 GE1059.Superseded values are not recommended for survey control.
 GE1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1059.See file dsdata.txt to determine how the superseded data were derived.
 GE1059
 GE1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8228921244(NAD 83)
 GE1059_MARKER: DS = TRIANGULATION STATION DISK
 GE1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1059
 GE1059  HISTORY     - Date     Condition        Report By
 GE1059  HISTORY     - 1955     MONUMENTED       CGS
 GE1059  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE1059
 GE1059                          STATION DESCRIPTION
 GE1059
 GE1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1059'THE STATION IS LOCATED ABOUT 9 MILES WEST OF BIGGERS, 3-1/2 MILES
 GE1059'NORTH OF POCAHONTAS, 48 FEET WEST OF THE CENTER OF A GRAVELED
 GE1059'ROAD, 24 FEET NORTHWEST OF A GATE POST, 21 FEET WEST OF A WIRE
 GE1059'FENCE, 4 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST AND
 GE1059'ON LAND OWNED BY MR. L.A. SAGO.
 GE1059'
 GE1059'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 GE1059'POCAHONTAS, GO WEST AND NORTH ON STATE HIGHWAYS 115 AND 90 FOR 1
 GE1059'MILE TO THE JUNCTION OF STATE HIGHWAYS 115 AND 90, CONTINUE
 GE1059'NORTHERLY ON STATE HIGHWAY 115 FOR 1.9 MILES TO A GRAVELED ROAD
 GE1059'ON THE LEFT, TURN LEFT (NORTHWEST) AND GO FOR 0.05 MILE TO A
 GE1059'GRAVELED ROAD ON THE RIGHT, TURN RIGHT (NORTH) AND FOLLOW THE
 GE1059'MAIN GRAVELED ROAD FOR 1.35 MILES TO A FARM HOUSE ON THE RIGHT
 GE1059'AND THE STATION MARK ON THE LEFT AS DESCRIBED.
 GE1059'
 GE1059'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 GE1059'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GE1059'
 GE1059'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED FOSTER
 GE1059'1955.
 GE1059'
 GE1059'REFERENCE MARK 1 IS 27 FEET WEST OF THE WIRE FENCE.  THE MARK
 GE1059'PROJECTS 3 INCHES AND THE DISK IS STAMPED FOSTER NO 1 1955.
 GE1059'
 GE1059'REFERENCE MARK 2 IS 8 FEET NORTHWEST OF THE CENTER OF A DIM
 GE1059'TRACK ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GE1059'FOSTER NO 2 1955.
 GE1059'
 GE1059'THE AZIMUTH MARK IS 180 FEET EAST OF THE CENTER OF THE GRAVELED
 GE1059'ROAD, 160 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GE1059'FARMHOUSE, 1.5 FEET NORTHWEST OF A FENCE CORNER AND 1.5 FEET SOUTH
 GE1059'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 5 INCHES
 GE1059'AND THE DISK IS STAMPED FOSTER 1955.
 GE1059'
 GE1059'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE1059
 GE1059                          STATION RECOVERY (2002)
 GE1059
 GE1059'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1541 ***********************************************************************
 DL1541  DESIGNATION -  FOUKE
 DL1541  PID         -  DL1541
 DL1541  STATE/COUNTY-  AR/MILLER
 DL1541  USGS QUAD   -  FOUKE (1975)
 DL1541
 DL1541                         *CURRENT SURVEY CONTROL
 DL1541  ___________________________________________________________________
 DL1541* NAD 83(1997)-  33 15 51.96606(N)    093 52 58.47642(W)     ADJUSTED  
 DL1541* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 DL1541  ___________________________________________________________________
 DL1541  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DL1541  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DL1541
 DL1541  HORZ ORDER  -  SECOND
 DL1541
 DL1541.The horizontal coordinates were established by classical geodetic methods
 DL1541.and adjusted by the National Geodetic Survey in September 1999..
 DL1541
 DL1541.The orthometric height was scaled from a topographic map.
 DL1541
 DL1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1541
 DL1541.The geoid height was determined by GEOID03.
 DL1541
 DL1541;                    North         East     Units Scale Factor Converg.
 DL1541;SPC AR S     -   467,914.521   224,571.255   MT  1.00000808   -1 03 13.9
 DL1541;SPC AR S     - 1,535,149.56    736,780.86   sFT  1.00000808   -1 03 13.9
 DL1541;SPC TXNC     - 2,186,627.578 1,029,999.864   MT  0.99987949   +2 31 05.3
 DL1541;SPC TXNC     - 7,173,960.65  3,379,257.89   sFT  0.99987949   +2 31 05.3
 DL1541;UTM  15      - 3,680,950.399   417,767.822   MT  0.99968337   -0 29 03.5
 DL1541
 DL1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1541!SPC AR S     -   0.99998865  x   1.00000808  =   0.99999673
 DL1541!SPC TXNC     -   0.99998865  x   0.99987949  =   0.99986814
 DL1541!UTM  15      -   0.99998865  x   0.99968337  =   0.99967202
 DL1541
 DL1541:                Primary Azimuth Mark                     Grid Az
 DL1541:SPC AR S     -  FOUKE AZ MK                              187 03 37.9
 DL1541:SPC TXNC     -  FOUKE AZ MK                              183 29 18.7
 DL1541:UTM  15      -  FOUKE AZ MK                              186 29 27.5
 DL1541
 DL1541|---------------------------------------------------------------------|
 DL1541| PID    Reference Object                     Distance      Geod. Az  |
 DL1541|                                                           dddmmss.s |
 DL1541| CX5827 FOUKE AZ MK                                        1860024.0 |
 DL1541| CX5828 FOUKE RM 1                           40.255 METERS 21844     |
 DL1541| DM1211 ALAMO                               APPROX.19.2 KM 2672850.5 |
 DL1541| CX5829 FOUKE RM 2                           27.484 METERS 28324     |
 DL1541| CX5830 FOUKE RM 3                           28.301 METERS 28409     |
 DL1541|---------------------------------------------------------------------|
 DL1541
 DL1541                          SUPERSEDED SURVEY CONTROL
 DL1541
 DL1541  NAD 83(1997)-  33 15 51.97091(N)    093 52 58.47009(W) AD(       ) 2
 DL1541  NAD 83(1997)-  33 15 51.97208(N)    093 52 58.46821(W) AD(       ) 2
 DL1541  NAD 83(1986)-  33 15 51.97487(N)    093 52 58.46437(W) AD(       ) 2
 DL1541  NAD 27      -  33 15 51.51300(N)    093 52 57.81100(W) AD(       ) 2
 DL1541
 DL1541.Superseded values are not recommended for survey control.
 DL1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1541.See file dsdata.txt to determine how the superseded data were derived.
 DL1541
 DL1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1776880950(NAD 83)
 DL1541_MARKER: DS = TRIANGULATION STATION DISK
 DL1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1541
 DL1541  HISTORY     - Date     Condition        Report By
 DL1541  HISTORY     - 1951     MONUMENTED       CGS
 DL1541  HISTORY     - 1956     GOOD             CGS
 DL1541  HISTORY     - 1963     GOOD             CGS
 DL1541
 DL1541                          STATION DESCRIPTION
 DL1541
 DL1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1541'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE SMALL
 DL1541'VILLAGE OF FOUKE, ON GROUNDS OF THE FOUKE CONSOLIDATED SCHOOL.
 DL1541'IT IS 0.1 MILE EAST OF U.S. HIGHWAY 71, 71 FEET NORTHWEST OF
 DL1541'THE NORTHWEST CORNER OF THE SCHOOL BUILDING, AND 60 FEET
 DL1541'EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.
 DL1541'
 DL1541'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 DL1541'STAMPED FOUKE 1951.
 DL1541'
 DL1541'REFRENCE MARK NO. 1 IS 25 FEET WEST OF THE APPROXIMATE CENTER
 DL1541'OF THE GRAVELED ROAD, 10 FEET EAST OF A NORTH-SOUTH FENCE
 DL1541'LINE, AND 3 FEET NORTH OF POWER LINE POLE NO. 4729.  IT
 DL1541'PROJECTS 2 INCHES, AND THE DISK IS STAMPED FOUKE NO 1 1951.
 DL1541'
 DL1541'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE APPROXIMATE CENTER
 DL1541'OF THE GRAVELED ROAD, 15 FEET SOUTHWEST OF POWER POLE NO. 4730,
 DL1541'AND 1 FOOT EAST OF THE FENCE LINE.  IT PROJECTS 2 INCHES, AND
 DL1541'THE DISK IS STAMPED FOUKE NO 2 1951.
 DL1541'
 DL1541'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 DL1541'CROSSROAD, 11 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 DL1541'YARD FENCE, AND 1 FOOT WEST OF POWER POLE NO. 4724.  IT
 DL1541'PROJECTS 6 INCHES, AND THE DISK IS STAMPED FOUKE 1951.
 DL1541'
 DL1541'TT 17 TF (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 DL1541'MARK DISK SET IN THE TOP OF A 7-INCH SQUARE PRECAST CONCRETE
 DL1541'MARKER.  IT IS 124 FEET EAST OF THE APPROXIMATE CENTER OF
 DL1541'U.S. HIGHWAY 71, 68 FEET SOUTH OF THE APPROXIMATE CENTER OF
 DL1541'A GRAVELED ROAD, AND 3 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 DL1541'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED TT 17 TF 1948.
 DL1541'
 DL1541'THE STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 DL1541'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL1541'
 DL1541'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1541
 DL1541                          STATION RECOVERY (1956)
 DL1541
 DL1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DL1541'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DL1541'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DL1541'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DL1541
 DL1541                          STATION RECOVERY (1963)
 DL1541
 DL1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1541'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK RECOVERED AS DESCRIBED
 DL1541'AND FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS FOUND TO BE DISTURBED
 DL1541'SO THIS MARK WAS RESET AND RESTAMPED.  TT 17 TF (USGS) WAS
 DL1541'NOT RECOVERED AND WAS THOUGHT TO BE DESTROYED AS THE DESCRIBED
 DL1541'LOCATION HAS BEEN UNDER CULTIVATION.
 DL1541'
 DL1541'THE STATION MARK IS IN THE SCHOOL GROUND, 71 FEET NORTHWEST
 DL1541'OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 60 FEET EAST
 DL1541'OF THE CENTERLINE OF THE STREET AND 55 FEET SOUTHWEST OF
 DL1541'THE SOUTHWEST CORNER OF THE INDUSTRIAL ARTS BUILDING.  THE
 DL1541'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 DL1541'
 DL1541'R.M. NO. 1 IS SOUTHWEST OF THE STATION, 25 FEET WEST OF THE
 DL1541'CENTERLINE OF THE STREET AND 3 FEET NORTH OF A POWERLINE
 DL1541'POLE.  MARK PROJECTS ABOUT 2 INCHES.
 DL1541'
 DL1541'R.M. NO. 3 IS WEST-NORTHWEST OF THE STATION, 32 FEET WEST OF
 DL1541'THE CENTERLINE OF THE STREET AND 14 FEET SOUTHWEST OF A
 DL1541'POWERLINE POLE.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK
 DL1541'IS STAMPED FOUKE NO 3 1951.
 DL1541'
 DL1541'THE AZIMUTH MATK IS SOUTH OF THE STATION, 35 FEET SOUTHWEST
 DL1541'OF THE CENTER OF CROSS-STREETS AND 1 FOOT WEST OF A POWERLINE
 DL1541'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2082 ***********************************************************************
 DK2082  DESIGNATION -  FOUNTAIN
 DK2082  PID         -  DK2082
 DK2082  STATE/COUNTY-  AR/ASHLEY
 DK2082  USGS QUAD   -  LADELLE (1971)
 DK2082
 DK2082                         *CURRENT SURVEY CONTROL
 DK2082  ___________________________________________________________________
 DK2082* NAD 83(1997)-  33 23 09.01206(N)    091 51 02.86092(W)     ADJUSTED  
 DK2082* NAVD 88     -        63.31   (+/-2cm)     207.7    (feet)  VERTCON   
 DK2082  ___________________________________________________________________
 DK2082  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DK2082  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DK2082
 DK2082  HORZ ORDER  -  FIRST
 DK2082  VERT ORDER  -  THIRD ? (See Below)
 DK2082
 DK2082.The horizontal coordinates were established by classical geodetic methods
 DK2082.and adjusted by the National Geodetic Survey in September 1999..
 DK2082
 DK2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2082.The vertical order pertains to the NGVD 29 superseded value.
 DK2082
 DK2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2082
 DK2082.The geoid height was determined by GEOID03.
 DK2082
 DK2082;                    North         East     Units Scale Factor Converg.
 DK2082;SPC AR S     -   479,775.871   413,882.454   MT  0.99998208   +0 05 00.6
 DK2082;SPC AR S     - 1,574,064.67  1,357,879.35   sFT  0.99998208   +0 05 00.6
 DK2082;UTM  15      - 3,694,652.071   606,887.123   MT  0.99974085   +0 37 56.8
 DK2082
 DK2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2082!SPC AR S     -   0.99999410  x   0.99998208  =   0.99997618
 DK2082!UTM  15      -   0.99999410  x   0.99974085  =   0.99973495
 DK2082
 DK2082|---------------------------------------------------------------------|
 DK2082| PID    Reference Object                     Distance      Geod. Az  |
 DK2082|                                                           dddmmss.s |
 DK2082| CY6060 FOUNTAIN RM 3                        25.529 METERS 00656     |
 DK2082| CY6058 FOUNTAIN RM 1                        41.919 METERS 13049     |
 DK2082| CY6056 FOUNTAIN AZ MK                                     1804242.5 |
 DK2082| CY6057 FOUNTAIN AZ MK RESET                               1805422.9 |
 DK2082| DK2078 CROSSETT AMER LUMBER CO STACK       APPROX.29.3 KM 2010330.6 |
 DK2082| CY6059 FOUNTAIN RM 2                        50.265 METERS 22013     |
 DK2082|---------------------------------------------------------------------|
 DK2082
 DK2082                          SUPERSEDED SURVEY CONTROL
 DK2082
 DK2082  NAD 83(1986)-  33 23 09.02333(N)    091 51 02.85553(W) AD(       ) 1
 DK2082  NAD 27      -  33 23 08.60800(N)    091 51 02.38300(W) AD(       ) 1
 DK2082  NGVD 29 (07/19/86)   63.40   (m)          208.0    (f) LEVELING    3  
 DK2082
 DK2082.Superseded values are not recommended for survey control.
 DK2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2082.See file dsdata.txt to determine how the superseded data were derived.
 DK2082
 DK2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0688794652(NAD 83)
 DK2082_MARKER: DS = TRIANGULATION STATION DISK
 DK2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2082
 DK2082  HISTORY     - Date     Condition        Report By
 DK2082  HISTORY     - 1939     MONUMENTED       CGS
 DK2082  HISTORY     - 1962     GOOD             CGS
 DK2082
 DK2082                          STATION DESCRIPTION
 DK2082
 DK2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2082'STATION IS IN ASHLEY COUNTY, ABOUT 18.8 MILES S OF MONTICELLO AND
 DK2082'2 MILES N OF FOUNTAIN HILL.  ON W SIDE OF ARKANSAS 13, IN N 1/2 OF
 DK2082'SW 1/4 OF SEC. 28, T 15 S, R 7 W, ON LAND OWNED BY MR. ROBERTS.
 DK2082'IT IS 67 FEET W OF CENTER LINE OF ARKANSAS 13, 34-1/2 FEET SW OF
 DK2082'A 16-INCH PINE TREE WITH TRIANGLE BLAZE (MOST EASTERLY OF 3 LARGE
 DK2082'AND 1 SMALL PINE TREE), 82-1/2 FEET SSW OF FENCE CORNER, 239
 DK2082'FEET NNE OF NW CORNER OF CHIMNEY OF OLD HOUSE OWNED BY MR.
 DK2082'ROBERTS.  PROJECTS 8 INCHES, STAMPED FOUNTAIN 1939.
 DK2082'
 DK2082'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2082'BRONZE DISKS SET IN CONCRETE.
 DK2082'
 DK2082'REFERENCE MARK NO. 1 IS 137.60 FEET SE OF STATION, 40.5 FEET
 DK2082'E OF CENTER LINE OF ARKANSAS 13, 1 FOOT W OF E FENCE LINE OF
 DK2082'HIGHWAY.  PROJECTS 10 INCHES, STAMPED FOUNTAIN NO. 1 1939.
 DK2082'REFERENCE MARK NO. 2 IS 164.98 FEET SSW OF STATION, 169.5 FEET
 DK2082'W OF CENTER LINE OF ARKANSAS 13, 1 FOOT SE OF DIAGONAL FENCE.
 DK2082'PROJECTS 10 INCHES, STAMPED FOUNTAIN NO. 2 1939.
 DK2082'
 DK2082'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 DK2082'213.70 FEET.
 DK2082'
 DK2082'AZIMUTH MARK IS 1.7 MILES S OF STATION, ON E SIDE OF ARKANSAS 13,
 DK2082'IN FRONT OF SMALL WHITE HOUSE, 31.3 FEET E OF CENTER LINE OF
 DK2082'ARKANSAS 13, 11.5 FEET W OF YARD FENCE, 17 FEET N OF CONCRETE
 DK2082'RIGHT-OF-WAY POST, 23 FEET NW OF N POST OF GATE AND 8 FEET N OF
 DK2082'A 12-INCH TREE.  PROJECTS ABOUT 10 INCHES, STAMPED FOUNTAIN 1939.
 DK2082'
 DK2082'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DK2082
 DK2082                          STATION RECOVERY (1962)
 DK2082
 DK2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AKH)
 DK2082'THE STATION WAS VISITED 8-9-62 AND THE STATION MARK, AZIMUTH MARK
 DK2082'AND REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 DK2082'THE 1939 DISTANCE TO THE REFERENCE MARKS FROM THE STATION WAS
 DK2082'FOUND TO BE IN ERROR OF .07 FOOT, THIS WAS CHECKED IN THE FIELD.
 DK2082'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WAS REQUESTED MOVED BY
 DK2082'THE STATE HIGHWAY DEPARTMENT, SINCE THEY WERE WITHIN THE
 DK2082'RIGHT-OF-WAY OF NEW CONSTRUCTION.  THE NEW AZIMUTH MARK WAS
 DK2082'ESTABLISHED ON THE OPPOSITE SIDE OF THE ROAD.  REFERENCE MARK
 DK2082'NO. 3 WAS ESTABLISHED AT THIS DATE AND REFERENCE MARK NO. 1
 DK2082'WAS DESTROYED AND THE DISK RECLAIMED.  A NEW DESCRIPTION
 DK2082'FOLLOWS--
 DK2082'
 DK2082'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF MONTICELLO AND
 DK2082'1.9 MILE NORTH OF THE VILLAGE OF FOUNTAIN HILL, ON PROPERTY OWNED
 DK2082'BY MR. ALVIN ROBERTS, WHO LIVES JUST SOUTHWEST OF THE STATION, IN
 DK2082'N 1/2 OF SE 1/4 OF SEC. 28, T 15 S, R 7 W., AND IS ON THE TOP
 DK2082'OF THE FIRST HILL NORTH OF FOUNTAIN HILL ALONG STATE HIGHWAY 81,
 DK2082'67 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 81, 14 FEET
 DK2082'NORTHWEST OF THE CENTERLINE OF THE NORTH DRIVEWAY TO THE
 DK2082'ROBERTS HOME, 84 FEET SOUTH OF A FENCE CORNER, 237 FEET
 DK2082'NORTHEAST OF THE NORTHEAST CORNER OF THE ROBERTS HOUSE, 41 FEET
 DK2082'EAST OF A FENCE LINE AND 1 FOOT WEST OF A METAL WITNESS POST.
 DK2082'IT IS A STANDARD DISK, STAMPED FOUNTAIN 1939, PROJECTING 3
 DK2082'INCHES.
 DK2082'
 DK2082'REFERENCE MARK NO. 2 IS 164.91 FEET SOUTHWEST OF THE STATION,
 DK2082'1 FOOT SOUTHEAST OF A FENCE LINE, 73 FEET NORTHEAST OF THE
 DK2082'NORTHEAST CORNER OF THE ROBERTS HOUSE, 29 FEET NORTHWEST OF
 DK2082'CENTERLINE OF THE DRIVEWAY AND 170 FEET WEST OF THE CENTER
 DK2082'OF STATE HIGHWAY 81.  IT IS A STANDARD DISK, STAMPED FOUNTAIN NO
 DK2082'2 1939, PROJECTING 4 INCHES.
 DK2082'
 DK2082'REFERENCE MARK NO. 3 IS 83.76 FEET NORTH OF THE STATION, 60
 DK2082'FEET WEST OF THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF A FENCE
 DK2082'CORNER, 98 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO THE
 DK2082'ROBERTS HOUSE, 33 FEET NORTH OF A 3-FOOT PINE TREE, AND 1 FOOT
 DK2082'WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 DK2082'FOUNTAIN NO 3 1939, PROJECTING 6 INCHES.
 DK2082'
 DK2082'THE AZIMUTH MARK IS 1.85 MILES SOUTH OF THE STATION, AT THE NORTH
 DK2082'EDGE OF FOUNTAIN HILL, AT THE OUTSIDE OF A CURVE, 49 FEET WEST
 DK2082'OF THE CENTER OF THE HIGHWAY AT STATION 513+00, 49 FEET
 DK2082'EAST-NORTHEAST OF A POWER POLE WITH A STREET LIGHT, 4 FEET NORTH
 DK2082'OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE WEST OF THE
 DK2082'MARK, 18 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF
 DK2082'THE WOODS CAFE WHICH IS SOUTH OF THE MARK, AND 1 FOOT WEST OF A
 DK2082'METAL WITNESS POST.  STANDARD DISK, STAMPED FOUNTAIN RESET
 DK2082'1939, PROJECTING 6 INCHES.
 DK2082'
 DK2082'TO REACH THE STATION FROM FOUNTAIN HILL, GO NORTH ON STATE
 DK2082'HIGHWAY 81 FOR 1.9 MILES TO THE MARK ON THE LEFT, AT THE SUMMIT OF
 DK2082'THE FIRST HILL NORTH OF FOUNTAIN HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1758 ***********************************************************************
 FG1758  DESIGNATION -  FOURCHE 2
 FG1758  PID         -  FG1758
 FG1758  STATE/COUNTY-  AR/PERRY
 FG1758  USGS QUAD   -  PERRYVILLE (1989)
 FG1758
 FG1758                         *CURRENT SURVEY CONTROL
 FG1758  ___________________________________________________________________
 FG1758* NAD 83(1997)-  35 01 05.26598(N)    092 50 54.28048(W)     ADJUSTED  
 FG1758* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 FG1758  ___________________________________________________________________
 FG1758  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 FG1758  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FG1758
 FG1758  HORZ ORDER  -  FIRST
 FG1758
 FG1758.The horizontal coordinates were established by classical geodetic methods
 FG1758.and adjusted by the National Geodetic Survey in September 1999..
 FG1758
 FG1758.The orthometric height was scaled from a topographic map.
 FG1758
 FG1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1758
 FG1758.The geoid height was determined by GEOID03.
 FG1758
 FG1758;                    North         East     Units Scale Factor Converg.
 FG1758;SPC AR N     -    76,306.262   322,569.342   MT  0.99998441   -0 29 37.3
 FG1758;SPC AR N     -   250,348.13  1,058,296.25   sFT  0.99998441   -0 29 37.3
 FG1758;UTM  15      - 3,875,064.052   513,829.679   MT  0.99960236   +0 05 13.2
 FG1758
 FG1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1758!SPC AR N     -   0.99994388  x   0.99998441  =   0.99992829
 FG1758!UTM  15      -   0.99994388  x   0.99960236  =   0.99954626
 FG1758
 FG1758:                Primary Azimuth Mark                     Grid Az
 FG1758:SPC AR N     -  FOURCHE 2 AZ MK                          026 17 34.1
 FG1758:UTM  15      -  FOURCHE 2 AZ MK                          025 42 43.6
 FG1758
 FG1758|---------------------------------------------------------------------|
 FG1758| PID    Reference Object                     Distance      Geod. Az  |
 FG1758|                                                           dddmmss.s |
 FG1758| CI0920 FOURCHE 2 AZ MK                                    0254756.8 |
 FG1758| FG1750 MORRILTON COTTON MILL INC TANK      APPROX.17.3 KM 0265349.5 |
 FG1758| CI0922 FOURCHE 2 RM 3                       15.884 METERS 06904     |
 FG1758| CI0919 FOURCHE RM 1                         16.714 METERS 31833     |
 FG1758| FG1756 BM                                    7.073 METERS 32236     |
 FG1758| CI0921 FOURCHE 2 RM 2                       15.234 METERS 35847     |
 FG1758|---------------------------------------------------------------------|
 FG1758
 FG1758                          SUPERSEDED SURVEY CONTROL
 FG1758
 FG1758  NAD 83(1986)-  35 01 05.28018(N)    092 50 54.27382(W) AD(       ) 1
 FG1758  NAD 27      -  35 01 04.96400(N)    092 50 53.67000(W) AD(       ) 1
 FG1758
 FG1758.Superseded values are not recommended for survey control.
 FG1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1758.See file dsdata.txt to determine how the superseded data were derived.
 FG1758
 FG1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1383075064(NAD 83)
 FG1758_MARKER: DD = SURVEY DISK
 FG1758_SETTING: 66 = SET IN ROCK OUTCROP
 FG1758_SP_SET: PARTIALLY EXPOSED BEDROCK
 FG1758
 FG1758  HISTORY     - Date     Condition        Report By
 FG1758  HISTORY     - 1940     MONUMENTED       CGS
 FG1758  HISTORY     - 1967     GOOD             CGS
 FG1758
 FG1758                          STATION DESCRIPTION
 FG1758
 FG1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1758'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH PEAK ABOUT
 FG1758'3-1/2 MILES SW OF PERRY, AND 3 MILES NW OF PERRYVILLE.  THE
 FG1758'PEAK IS LOCALLY KNOWN AS PINNACLE BUTTE AND IS THE HIGHEST
 FG1758'POINT IN THE VICINITY.
 FG1758'
 FG1758'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 FG1758'DRILL HOLES IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 FG1758'STATION MARK IS STAMPED FOURCHE 2 1940.
 FG1758'
 FG1758'REFERENCE MARKS ARE STAMPED FOURCHE NO. 1 1916 AND FOURCHE
 FG1758'2 NO. 2 1940 RESPECTFULLY.
 FG1758'
 FG1758'AZIMUTH MARK IS STANDARD DISK SET IN CONCRETE.
 FG1758'
 FG1758'THE AZIMUTH MARK IS ON THE N SIDE OF STATE HIGHWAY 10 AND 2.2
 FG1758'MILES W OF PERRY.  IT IS STAMPED FOURCHE 2 1940, PROJECTS
 FG1758'8 INCHES AND IS 29 FEET N OF THE CENTER OF STATE HIGHWAY 10,
 FG1758'25 FEET W OF A TELEPHONE POLE, 6 FEET W OF A WHITE REFERENCE
 FG1758'POST AND 40 FEET S OF THE S RAIL OF THE RAILROAD.
 FG1758'
 FG1758'A U.S.G.S. DISK IS SET IN A DRILL HOLE IN BEDROCK NW OF THE
 FG1758'STATION AND ABOUT 1 FOOT LOWER.
 FG1758'
 FG1758'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS
 FG1758'9 AND 10 IN PERRY, GO W ON 10 FOR 2.2 MILES TO AZIMUTH MARK
 FG1758'ON THE RIGHT, CONTINUE W 0.2 MILE TO A CROSS ROAD ABOUT 100
 FG1758'YARDS E OF A BRIDGE, TURN LEFT, (S), AND FOLLOW THE OLD LOGGING
 FG1758'ROAD S AND W 1.5 MILES TO A POINT WHERE THE MAIN ROAD BENDS
 FG1758'RIGHT ACROSS THE WASH AND A DIM WOODS ROAD BRANCHES OFF TO
 FG1758'THE LEFT, TURN LEFT, (S), AND FOLLOW DIM ROAD UP HILL 0.2
 FG1758'MILE TO TOP OF RIDGE, AT A BLAZED TREE ON THE LEFT, TURN
 FG1758'RIGHT, (W), AND FOLLOW DIM TRACKS W AND S ALONG CREST OF
 FG1758'RIDGE 0.8 MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK DUE S
 FG1758'UP HILL TO CREST OF MOUNTAIN, TURN LEFT E ALONG CREST OF
 FG1758'MOUNTAIN TO HIGHEST POINT AND STATION.  THIS IS A 30-MINUTE
 FG1758'PACK FROM THE END OF TRUCK TRAVEL.
 FG1758'
 FG1758'MORRILTON, TANK, MORRILTON COTTON MILL INCORPORATED, FINIAL.
 FG1758'THIS IS THE MOST WESTERLY OF FIVE ELEVATED SILVER TANKS IN
 FG1758'MORRILTON.
 FG1758
 FG1758                          STATION RECOVERY (1967)
 FG1758
 FG1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1758'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 FG1758'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED AND REFERENCE
 FG1758'MARK 2 WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK 3 WAS
 FG1758'ESTABLISHED AND THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 FG1758'
 FG1758'STATION IS LOCATED ON THE HIGHEST POINT OF PINNACLE BUTTE,
 FG1758'ABOUT 3 MILES NORTHWEST OF PERRYVILLE, 3-1/2 MILES SOUTHWEST
 FG1758'OF PERRY AND NEAR THE PINNACLE, LOOKOUT TOWER.
 FG1758'
 FG1758'TO REACH FROM THE POST OFFICE IN ADONA, GO EAST ON STATE
 FG1758'HIGHWAY 10 FOR 0.6 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 FG1758'GO SOUTHERLY ON DIRT ROAD FOR 3.7 MILES TO THE LOOKOUT TOWER
 FG1758'AND STATION.
 FG1758'
 FG1758'STATION MARK IS A STANDARD DISK, STAMPED FOURCHE 2 1940, CEMENTED
 FG1758'IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP PROJECTING 2
 FG1758'INCHES.  IT IS 40 FEET SOUTHEAST OF A POWERLINE POLE, 23.5
 FG1758'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE RANGERS HOUSE,
 FG1758'19 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE, 51
 FG1758'FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, AND 16.9
 FG1758'FEET NORTH OF THE NORTH WALL OF THE HOUSE.
 FG1758'
 FG1758'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOURCHE NO 1
 FG1758'1916, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 64.5
 FG1758'FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 56 FEET
 FG1758'WEST-NORTHWEST OF THE POWERLINE POLE AND ON THE NORTH EDGE
 FG1758'OF THE HILL.
 FG1758'
 FG1758'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FOURCHE 2 NO 3
 FG1758'1940 1967, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CONCRETE
 FG1758'FOUNDATION OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  IT IS
 FG1758'52 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND
 FG1758'34 FEET SOUTHEAST OF THE POWERLINE POLE.
 FG1758'
 FG1758'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 FG1758'
 FG1758'FOURCHE 2 1940 TO R.M. 1 = -7.2315 FEET.
 FG1758'
 FG1758'FOURCHE 2 1940 TO R.M. 3 = PLUS 0.0555 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1679 ***********************************************************************
 FG1679  DESIGNATION -  FOX
 FG1679  PID         -  FG1679
 FG1679  STATE/COUNTY-  AR/STONE
 FG1679  USGS QUAD   -  FOX (1969)
 FG1679
 FG1679                         *CURRENT SURVEY CONTROL
 FG1679  ___________________________________________________________________
 FG1679* NAD 83(1997)-  35 48 05.67550(N)    092 18 24.59051(W)     ADJUSTED  
 FG1679* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 FG1679  ___________________________________________________________________
 FG1679  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 FG1679  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FG1679
 FG1679  HORZ ORDER  -  THIRD
 FG1679
 FG1679.The horizontal coordinates were established by classical geodetic methods
 FG1679.and adjusted by the National Geodetic Survey in September 1999..
 FG1679
 FG1679.The orthometric height was scaled from a topographic map.
 FG1679
 FG1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1679
 FG1679.The geoid height was determined by GEOID03.
 FG1679
 FG1679;                    North         East     Units Scale Factor Converg.
 FG1679;SPC AR N     -   162,933.353   372,267.499   MT  0.99994310   -0 10 42.8
 FG1679;SPC AR N     -   534,557.18  1,221,347.62   sFT  0.99994310   -0 10 42.8
 FG1679;UTM  15      - 3,962,162.382   562,630.313   MT  0.99964833   +0 24 19.8
 FG1679
 FG1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1679!SPC AR N     -   0.99993040  x   0.99994310  =   0.99987350
 FG1679!UTM  15      -   0.99993040  x   0.99964833  =   0.99957875
 FG1679
 FG1679|---------------------------------------------------------------------|
 FG1679| PID    Reference Object                     Distance      Geod. Az  |
 FG1679|                                                           dddmmss.s |
 FG1679| CI0927 FOX RM 2                             11.153 METERS 08448     |
 FG1679| FG1672 RUSHING LOOKOUT TOWER               APPROX. 8.5 KM 1514132.7 |
 FG1679| CI0926 FOX RM 1                             19.079 METERS 35448     |
 FG1679|---------------------------------------------------------------------|
 FG1679
 FG1679                          SUPERSEDED SURVEY CONTROL
 FG1679
 FG1679  NAD 83(1986)-  35 48 05.68820(N)    092 18 24.58912(W) AD(       ) 3
 FG1679  NAD 27      -  35 48 05.41400(N)    092 18 24.02500(W) AD(       ) 3
 FG1679
 FG1679.Superseded values are not recommended for survey control.
 FG1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1679.See file dsdata.txt to determine how the superseded data were derived.
 FG1679
 FG1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6263062162(NAD 83)
 FG1679_MARKER: DS = TRIANGULATION STATION DISK
 FG1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1679
 FG1679  HISTORY     - Date     Condition        Report By
 FG1679  HISTORY     - 1954     MONUMENTED       CGS
 FG1679  HISTORY     - 1964     GOOD             USFS
 FG1679
 FG1679                          STATION DESCRIPTION
 FG1679
 FG1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1679'THE STATION IS IN SECTION 31, T 14 N, R 12 W, ON THE PROPERTY
 FG1679'OF MR. JOHN MORRISON, ABOUT 0.9 MILE NORTH OF THE FOX POST
 FG1679'OFFICE, 100 FEET EAST OF THE MORRISON FARM HOME, 5 FEET
 FG1679'NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST AND 4 FEET
 FG1679'NORTH OF A WIRE FENCE.
 FG1679'
 FG1679'TO REACH FROM THE FOX POST OFFICE, WHICH IS ABOUT 5-1/2 MILES
 FG1679'NORTHWEST OF RUSHING, GO NORTH ON THE MAIN GRAVELED ROAD
 FG1679'FOR 0.9 MILE TO THE MORRISON FARM HOME AND STATION ON THE
 FG1679'LEFT.
 FG1679'
 FG1679'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FG1679'FOX 1954.
 FG1679'
 FG1679'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A ROCK WALL.  THE MARK IS
 FG1679'FLUSH WITH THE GROUND AND THE DISK IS STAMPED FOX NO 1 1954.
 FG1679'
 FG1679'REFERENCE MARK 2 IS 2 FEET NORTH OF THE FENCE.  THE MARK IS
 FG1679'FLUSH WITH THE GROUND AND THE DISK IS STAMPED FOX NO 2 1954.
 FG1679'
 FG1679'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FG1679
 FG1679                          STATION RECOVERY (1964)
 FG1679
 FG1679'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 FG1679'STATION AND R.M. 2 WERE FOUND IN GOOD CONDITION.  R.M.1
 FG1679'DESTROYED.  ROCKWALL IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1655 ***********************************************************************
 FG1655  DESIGNATION -  FRANKLIN
 FG1655  PID         -  FG1655
 FG1655  STATE/COUNTY-  AR/FRANKLIN
 FG1655  USGS QUAD   -  CECIL (1993)
 FG1655
 FG1655                         *CURRENT SURVEY CONTROL
 FG1655  ___________________________________________________________________
 FG1655* NAD 83(1997)-  35 26 15.53369(N)    093 56 17.27046(W)     ADJUSTED  
 FG1655* NAVD 88     -       271.722  (meters)     891.47   (feet)  ADJUSTED  
 FG1655  ___________________________________________________________________
 FG1655  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FG1655  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FG1655  DYNAMIC HT  -         271.466 (meters)     890.63  (feet)  COMP
 FG1655  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 FG1655
 FG1655  HORZ ORDER  -  FIRST
 FG1655  VERT ORDER  -  FIRST     CLASS II
 FG1655
 FG1655.The horizontal coordinates were established by classical geodetic methods
 FG1655.and adjusted by the National Geodetic Survey in September 1999..
 FG1655
 FG1655.The orthometric height was determined by differential leveling
 FG1655.and adjusted by the National Geodetic Survey in June 1991..
 FG1655
 FG1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1655
 FG1655.The geoid height was determined by GEOID03.
 FG1655
 FG1655.The dynamic height is computed by dividing the NAVD 88
 FG1655.geopotential number by the normal gravity value computed on the
 FG1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1655.degrees latitude (g = 980.6199 gals.).
 FG1655
 FG1655.The modeled gravity was interpolated from observed gravity values.
 FG1655
 FG1655;                    North         East     Units Scale Factor Converg.
 FG1655;SPC AR N     -   124,245.922   224,040.861   MT  0.99993919   -1 07 40.1
 FG1655;SPC AR N     -   407,630.16    735,040.72   sFT  0.99993919   -1 07 40.1
 FG1655;UTM  15      - 3,921,982.554   414,851.063   MT  0.99968935   -0 32 38.3
 FG1655
 FG1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1655!SPC AR N     -   0.99996197  x   0.99993919  =   0.99990116
 FG1655!UTM  15      -   0.99996197  x   0.99968935  =   0.99965133
 FG1655
 FG1655|---------------------------------------------------------------------|
 FG1655| PID    Reference Object                     Distance      Geod. Az  |
 FG1655|                                                           dddmmss.s |
 FG1655| CI0934 FRANKLIN RM 1                        16.340 METERS 16447     |
 FG1655| FG1901 RICE                                APPROX.15.1 KM 1751834.6 |
 FG1655| CI0933 FRANKLIN AZ MK                                     1844637.9 |
 FG1655| CI0935 FRANKLIN RM 2                        30.770 METERS 26508     |
 FG1655|---------------------------------------------------------------------|
 FG1655
 FG1655                          SUPERSEDED SURVEY CONTROL
 FG1655
 FG1655  NAD 83(1997)-  35 26 15.54413(N)    093 56 17.26788(W) AD(       ) 1
 FG1655  NAD 83(1986)-  35 26 15.54362(N)    093 56 17.26389(W) AD(       ) 1
 FG1655  NAD 27      -  35 26 15.23000(N)    093 56 16.54100(W) AD(       ) 1
 FG1655  NGVD 29 (07/19/86)  271.65   (m)          891.2    (f) LEVELING    3  
 FG1655
 FG1655.Superseded values are not recommended for survey control.
 FG1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1655.See file dsdata.txt to determine how the superseded data were derived.
 FG1655
 FG1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1485121983(NAD 83)
 FG1655_MARKER: DS = TRIANGULATION STATION DISK
 FG1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1655_SP_SET: CONCRETE POST
 FG1655_STAMPING: FRANKLIN 1940
 FG1655_MARK LOGO: CGS   
 FG1655_PROJECTION: PROJECTING 8 CENTIMETERS
 FG1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1655+STABILITY: SURFACE MOTION
 FG1655
 FG1655  HISTORY     - Date     Condition        Report By
 FG1655  HISTORY     - 1940     MONUMENTED       CGS
 FG1655  HISTORY     - 1959     GOOD             CGS
 FG1655  HISTORY     - 1984     GOOD             NGS
 FG1655  HISTORY     - 1989     GOOD             USPSQD
 FG1655  HISTORY     - 1990     GOOD             USPSQD
 FG1655
 FG1655                          STATION DESCRIPTION
 FG1655
 FG1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1655'STATION IS LOCATED ABOUT 7 MILES SW OF OZARK, ON LAND OWNED AND
 FG1655'OCCUPIED BY C.F. FRANKLIN.  IT IS ON CULTIVATED BOTTOM LAND.
 FG1655'
 FG1655'SURFACE, UNDERGROUND, REFERENCE MARKS, AND AZIMUTH MARK ARE
 FG1655'STANDARD BRONZE DISKS SET IN CONCRETE.
 FG1655'
 FG1655'SURFACE MARK IS STAMPED, FRANKLIN 1940, AND PROJECTS 8 INCHES.
 FG1655'IT IS 23 FEET E OF A WIRE GATE, 9 FEET S OF A FENCE, 14 FEET
 FG1655'W OF A FENCE, 34 FEET NE OF A BRICK STORM CELLAR AND 60 FEET ESE
 FG1655'OF MR. FRANKLINS HOUSE.
 FG1655'
 FG1655'REFERENCE MARK NO. 1 IS STAMPED, FRANKLIN NO.1 1940, AND PROJECTS
 FG1655'6 INCHES.  IT IS 1 FOOT W OF A FENCE, 1 FOOT NW OF A FENCE
 FG1655'CORNER AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1655'
 FG1655'REFERENCE MARK NO.2 IS STAMPED, FRANKLIN NO.2 1940, AND PROJECTS
 FG1655'4 INCHES.  IT IS 7 FEET E OF A 30-INCH OAK TREE, 25 FEET S OF A
 FG1655'WOOD SHED AND ON THE SAME LEVEL AS THE STATION.
 FG1655'
 FG1655'THE AZIMUTH MARK IS STAMPED, FRANKLIN 1940, AND IS SET FLUSH IN A
 FG1655'4- BY 4-FOOT BOULDER WHICH IS FLUSH WITH THE GROUND.  IT IS
 FG1655'7 FEET W OF A BOARD FENCE, 38 FEET E OF THE CENTER OF A GRAVEL
 FG1655'ROAD, 6.2 FEET W OF A WHITE REFERENCE POST AND ABOUT 500 FEET
 FG1655'NE OF THE HOME OF LUTHER WHITE.
 FG1655'
 FG1655'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON STATE HIGHWAY
 FG1655'96 FOR 0.25 MILE TO A GRAVEL ROAD LEFT, S, TURN LEFT AND GO 1.3
 FG1655'MILES TO LUTHER WHITES HOUSE ON THE RIGHT AND AZIMUTH MARK
 FG1655'ON THE LEFT, (E), SIDE OF THE ROAD.
 FG1655'
 FG1655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FG1655'STATE HIGHWAY 23 IN OZARK, GO S ON STATE HIGHWAY 23 FOR 2.9
 FG1655'MILES TO JUNCTION WITH STATE HIGHWAY 96, TURN RIGHT, (W) ON
 FG1655'STATE HIGHWAY 96 AND GO 6.6 MILES TO MR. FRANKLINS HOUSE ON THE
 FG1655'LEFT, S, TURN LEFT IN DRIVEWAY AND GO 0.05 MILE TO STATION NEAR
 FG1655'HOUSE.
 FG1655'
 FG1655'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1655
 FG1655                          STATION RECOVERY (1959)
 FG1655
 FG1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1655'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 FG1655'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  MR.
 FG1655'WHITE SAID HE HAD NOT SEEN THE MARK FOR A LONG TIME AND THERE WAS A
 FG1655'POSSIBILITY IT HAD BEEN DESTROYED BY ROAD IMPROVMENT.  THE
 FG1655'TOP OF THE BOULDERS IN THE AREA APPEAR TO HAVE BEEN SHEARED OFF
 FG1655'BY ROAD EQUIPMENT.
 FG1655'
 FG1655'THE STATION IS 0.35 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS
 FG1655'41 AND 96 AT CECIL AND IS ON THE SOUTH SIDE OF THE HIGHWAY AT
 FG1655'THE HOME OF MR. FRANKLIN.
 FG1655
 FG1655                          STATION RECOVERY (1984)
 FG1655
 FG1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1655'0.8 KM (0.5 MI) EAST FROM CECIL.
 FG1655'0.7 KM (0.45 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FG1655'CECIL, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A DRIVEWAY LEADING TO A
 FG1655'LARGE ONE LEVEL BRICK HOUSE, THE MARK IS BEHIND THE HOUSE,
 FG1655'19.60 METERS (64.3 FT) SOUTH OF THE SOUTHEAST CORNER OF THE BRICK
 FG1655'HOUSE, AND 1.83 METERS (6.0 FT) WEST OF THE EAST SECTION OF A CHAIN
 FG1655'LINK FENCE.
 FG1655'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FG1655
 FG1655                          STATION RECOVERY (1989)
 FG1655
 FG1655'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1655'RECOVERED IN GOOD CONDITION.
 FG1655
 FG1655                          STATION RECOVERY (1990)
 FG1655
 FG1655'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0885 ***********************************************************************
 GE0885  DESIGNATION -  FRANKLIN
 GE0885  PID         -  GE0885
 GE0885  STATE/COUNTY-  AR/IZARD
 GE0885  USGS QUAD   -  FRANKLIN (1984)
 GE0885
 GE0885                         *CURRENT SURVEY CONTROL
 GE0885  ___________________________________________________________________
 GE0885* NAD 83(1997)-  36 10 01.67929(N)    091 47 55.24789(W)     ADJUSTED  
 GE0885* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GE0885  ___________________________________________________________________
 GE0885  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GE0885  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GE0885
 GE0885  HORZ ORDER  -  FIRST
 GE0885
 GE0885.The horizontal coordinates were established by classical geodetic methods
 GE0885.and adjusted by the National Geodetic Survey in September 1999..
 GE0885
 GE0885.The orthometric height was scaled from a topographic map.
 GE0885
 GE0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0885
 GE0885.The geoid height was determined by GEOID03.
 GE0885
 GE0885;                    North         East     Units Scale Factor Converg.
 GE0885;SPC AR N     -   203,468.808   418,113.141   MT  0.99998758   +0 07 01.7
 GE0885;SPC AR N     -   667,547.25  1,371,759.53   sFT  0.99998758   +0 07 01.7
 GE0885;UTM  15      - 4,003,154.729   608,045.623   MT  0.99974384   +0 42 32.5
 GE0885
 GE0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0885!SPC AR N     -   0.99996561  x   0.99998758  =   0.99995319
 GE0885!UTM  15      -   0.99996561  x   0.99974384  =   0.99970946
 GE0885
 GE0885:                Primary Azimuth Mark                     Grid Az
 GE0885:SPC AR N     -  FRANKLIN AZ MK                           100 55 37.3
 GE0885:UTM  15      -  FRANKLIN AZ MK                           100 20 06.5
 GE0885
 GE0885|---------------------------------------------------------------------|
 GE0885| PID    Reference Object                     Distance      Geod. Az  |
 GE0885|                                                           dddmmss.s |
 GE0885| CI0930 FRANKLIN AZ MK                                     1010239.0 |
 GE0885| CI0931 FRANKLIN RM 1                        69.446 METERS 16453     |
 GE0885| GE0886 SAGE                                APPROX.16.9 KM 1815636.0 |
 GE0885| CI0932 FRANKLIN RM 2                        49.411 METERS 25943     |
 GE0885|---------------------------------------------------------------------|
 GE0885
 GE0885                          SUPERSEDED SURVEY CONTROL
 GE0885
 GE0885  NAD 83(1986)-  36 10 01.68995(N)    091 47 55.24677(W) AD(       ) 1
 GE0885  NAD 27      -  36 10 01.44400(N)    091 47 54.71700(W) AD(       ) 1
 GE0885
 GE0885.Superseded values are not recommended for survey control.
 GE0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0885.See file dsdata.txt to determine how the superseded data were derived.
 GE0885
 GE0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0804603155(NAD 83)
 GE0885_MARKER: DS = TRIANGULATION STATION DISK
 GE0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0885+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 GE0885
 GE0885  HISTORY     - Date     Condition        Report By
 GE0885  HISTORY     - 1934     MONUMENTED       CGS
 GE0885  HISTORY     - 1936     GOOD             CGS
 GE0885  HISTORY     - 1953     GOOD             CGS
 GE0885  HISTORY     - 20051011 GOOD             ARHD
 GE0885  HISTORY     - 20051105 GOOD             ARHD
 GE0885
 GE0885                          STATION DESCRIPTION
 GE0885
 GE0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GE0885'THIS STATION IS 13.7 MILES SW OF ASH FLAT, 1.5 MILES SW OF
 GE0885'FRANKLIN.  IN THE SE 1/4, OF THE SW 1/4, OF SEC. 1, T. 17 N,
 GE0885'R 8 W, ON LAND BELONGING TO MR. PIERSON, AND ABOUT 100
 GE0885'FEET W OF MR. PIERSONS HOUSE.  ABOUT 250 FEET N OF COUNTY
 GE0885'HIGHWAY 56, AND 11.50 METERS E OF AN N-S FARM YARD FENCE.
 GE0885'
 GE0885'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GE0885'SET AT THE TOP OF CONCRETE CYLINDERS.
 GE0885'
 GE0885'UNDERGROUND MARK, IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GE0885'
 GE0885'REFERENCE MARK NO. 1 IS E OF S OF STATION, 227.83 FEET,
 GE0885'(69.41 METERS) IN FENCE CORNER OF N SIDE OF COUNTY HIGHWAY 56,
 GE0885'AND W OF PRIVATE ROAD LEADING TO MR. PIERSONS FARM YARD.
 GE0885'
 GE0885'REFERENCE MARK NO. 2 IS W OF STATION 162.20 FEET, (49.44 METERS)
 GE0885'IN CLEARED FIELD ALONG SMALL PATCH OF TIMBER, ABOUT 100 FEET
 GE0885'SW OF OLD SHED.
 GE0885'
 GE0885'AZIMUTH MARK IS SE OF STATION, 0.15 MILE ON S SIDE OF COUNTY
 GE0885'HIGHWAY 56, ALONG AN E-W FENCE 7.50 METERS FROM CENTER LINE
 GE0885'OF ROAD.
 GE0885'
 GE0885'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 GE0885
 GE0885                          STATION RECOVERY (1936)
 GE0885
 GE0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LOM)
 GE0885'STATION IS DESCRIBED AS BEING IN SE 1/4 OF SW 1/4, SECTION 1,
 GE0885'TWP. 17 N., R. 8 W., ON MR. PEARSONS PROPERTY, WHEREAS STATION
 GE0885'IS FOUND TO BE IN SECTION 36, TWP. 18 N., R. 8 W., 850 FEET
 GE0885'EAST (ALONG SECTION LINE) AND 50 FEET NORTH FROM SW CORNER OF
 GE0885'SECTION 36.  CONDITION OF MARKERS GOOD.
 GE0885
 GE0885                          STATION RECOVERY (1953)
 GE0885
 GE0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0885'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 WITH ALL MARKS
 GE0885'IN GOOD CONDITION.  A DISCREPANCY WAS NOTED ON THE MEASUREMENT
 GE0885'TO REFERENCE MARK NO. 2.  A NEW DESCRIPTION FOLLOWS.
 GE0885'
 GE0885'THE STATION IS THE SOUTHWEST 1/4, OF SEC. 1, T 17 N, R 8 W,
 GE0885'13.7 MILES SOUTHWEST OF ASH FLAT, 1.5 MILES SOUTHWEST OF
 GE0885'FLAT, 1.5 MILES SOUTHWEST OF FRANKLIN, 250 FEET NORTH OF STATE
 GE0885'HIGHWAY 56, 80 FEET WEST OF THE NORTHWEST CORNER OF AN OLD
 GE0885'ABANDONED HOUSE, 23 FEET SOUTH OF A LARGE OAK TREE, 6 FEET
 GE0885'SOUTH OF A 4 IN X 4 IN WITNESS POST AND ON LAND OWNED BY A
 GE0885'MR. PIERSON.
 GE0885'
 GE0885'TO REACH THE STATION FROM THE VIOLET HIGH SCHOOL, AT THE
 GE0885'VILLAGE OF VIOLET HILL, GO EASTERLY ON STATE HIGHWAY 56 FOR
 GE0885'2.8 MILES TO AN OLD HOUSE ON THE LEFT AND THE STATION.
 GE0885'
 GE0885'TO REACH THE AZIMUTH MARK FROM THE OLD HOUSE, GO EASTERLY ON
 GE0885'THE HIGHWAY FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GE0885'
 GE0885'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE0885'FRANKLIN 1934.
 GE0885'
 GE0885'REFERENCE MARK 1 IS 32 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 GE0885'22 FEET WEST OF THE CENTER OF A DRIVEWAY, 9 FEET NORTHEAST
 GE0885'OF A POWERLINE POLE AND 3 FEET NORTH OF A FENCE CORNER.
 GE0885'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FRANKLIN
 GE0885'NO 1 1934.
 GE0885'
 GE0885'REFERENCE MARK 2 IS 19 FEET WEST OF THE CENTER OF AN OLD FARM
 GE0885'ROAD, 12 FEET SOUTH OF THE SOUTH EDGE OF AN OPEN FIELD AND 3
 GE0885'FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES AND THE
 GE0885'DISK IS STAMPED FRANKLIN NO 2 1934.
 GE0885'
 GE0885'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 GE0885'3 FEET WEST OF A 4 IN X 4 IN WITNESS POST AND 1 FOOT NORTH
 GE0885'OF A WIRE FENCE.  THE MARK PROJECTS 7 INCHES AND THE DISK IS
 GE0885'STAMPED FRANKLIN 1934.
 GE0885'
 GE0885'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 GE0885'CONCRETE POST.
 GE0885'
 GE0885'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 23 METERS.
 GE0885
 GE0885                          STATION RECOVERY (2005)
 GE0885
 GE0885'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GE0885'ALL MARKS RECOVERED BUT AZIMUTH MARK IS LEANING AND UNSTABLE.
 GE0885
 GE0885                          STATION RECOVERY (2005)
 GE0885
 GE0885'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GE0885'ALL MARKS RECOVERED IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH IS
 GE0885'LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1974 ***********************************************************************
 EJ1974  DESIGNATION -  FRANKLIN 2
 EJ1974  PID         -  EJ1974
 EJ1974  STATE/COUNTY-  AR/CLARK
 EJ1974  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1974
 EJ1974                         *CURRENT SURVEY CONTROL
 EJ1974  ___________________________________________________________________
 EJ1974* NAD 83(1997)-  34 04 05.33718(N)    093 04 29.40381(W)     ADJUSTED  
 EJ1974* NAVD 88     -        81.6    (meters)     268.     (feet)  VERTCON   
 EJ1974  ___________________________________________________________________
 EJ1974  X           -    -283,707.080 (meters)                     COMP
 EJ1974  Y           -  -5,281,458.458 (meters)                     COMP
 EJ1974  Z           -   3,552,741.776 (meters)                     COMP
 EJ1974  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 EJ1974  ELLIP HEIGHT-          54.93  (meters)          (09/24/01) GPS OBS
 EJ1974  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ1974
 EJ1974  HORZ ORDER  -  FIRST
 EJ1974  ELLP ORDER  -  FOURTH    CLASS II
 EJ1974
 EJ1974.The horizontal coordinates were established by GPS observations
 EJ1974.and adjusted by the National Geodetic Survey in September 1999..
 EJ1974
 EJ1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1974
 EJ1974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1974
 EJ1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1974
 EJ1974.The ellipsoidal height was determined by GPS observations
 EJ1974.and is referenced to NAD 83.
 EJ1974
 EJ1974.The geoid height was determined by GEOID03.
 EJ1974
 EJ1974;                    North         East     Units Scale Factor Converg.
 EJ1974;SPC AR S     -   555,962.316   300,790.918   MT  0.99991864   -0 36 05.7
 EJ1974;SPC AR S     - 1,824,019.70    986,844.87   sFT  0.99991864   -0 36 05.7
 EJ1974;UTM  15      - 3,769,714.796   493,094.729   MT  0.99960059   -0 02 30.9
 EJ1974
 EJ1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1974!SPC AR S     -   0.99999138  x   0.99991864  =   0.99991002
 EJ1974!UTM  15      -   0.99999138  x   0.99960059  =   0.99959197
 EJ1974
 EJ1974:                Primary Azimuth Mark                     Grid Az
 EJ1974:SPC AR S     -  ARKADELPHIA MUNICIPAL TANK               006 56 12.1
 EJ1974:UTM  15      -  ARKADELPHIA MUNICIPAL TANK               006 22 37.3
 EJ1974
 EJ1974|---------------------------------------------------------------------|
 EJ1974| PID    Reference Object                     Distance      Geod. Az  |
 EJ1974|                                                           dddmmss.s |
 EJ1974| EJ1971 ARKADELPHIA MUNICIPAL TANK          APPROX. 5.9 KM 0062006.4 |
 EJ1974| CX5838 FRANKLIN 2 RM 2                      27.053 METERS 01156     |
 EJ1974| EJ1976 AIRWAY BCN ARKADELPHIA MUN APT      APPROX. 7.1 KM 0330716.4 |
 EJ1974| CX5834 FRANKLIN 2 AZ MK                                   0785538.3 |
 EJ1974| CX5835 FRANKLIN 2 AZ MK 2                                 0813644.4 |
 EJ1974| CX5836 FRANKLIN 2 AZ MK RESET                             0813605.6 |
 EJ1974| EJ1978 GUM SPRINGS REYNOLDS MET CO TK      APPROX. 0.5 KM 2392747.6 |
 EJ1974| EJ1980 FRANKLIN TEMP PT A                  205.515 METERS 24041     |
 EJ1974| EJ1977 FRANKLIN                            480.914 METERS 2622405.3 |
 EJ1974| CX5840 FRANKLIN 2 RM 4                      29.816 METERS 28134     |
 EJ1974| CX5839 FRANKLIN 2 RM 3                      29.608 METERS 28314     |
 EJ1974| CX5837 FRANKLIN 2 RM 1                      26.938 METERS 29118     |
 EJ1974|---------------------------------------------------------------------|
 EJ1974
 EJ1974                          SUPERSEDED SURVEY CONTROL
 EJ1974
 EJ1974  ELLIP H (09/14/99)   54.95   (m)                       GP(       ) 4 1
 EJ1974  ELLIP H (01/21/93)   54.47   (m)                       GP(       ) 4 2
 EJ1974  NAD 83(1986)-  34 04 05.34663(N)    093 04 29.39542(W) AD(       ) 1
 EJ1974  NAD 27      -  34 04 05.00000(N)    093 04 28.77300(W) AD(       ) 2
 EJ1974  NGVD 29 (11/13/90)   81.6    (m)          268.     (f) GPS OBS        
 EJ1974
 EJ1974.Superseded values are not recommended for survey control.
 EJ1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1974.See file dsdata.txt to determine how the superseded data were derived.
 EJ1974
 EJ1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9309569715(NAD 83)
 EJ1974_MARKER: DS = TRIANGULATION STATION DISK
 EJ1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1974_SP_SET: CONCRETE POST
 EJ1974_STAMPING: FRANKLIN 2 1952
 EJ1974_MARK LOGO: CGS   
 EJ1974_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1974+STABILITY: SURFACE MOTION
 EJ1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1974+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 EJ1974
 EJ1974  HISTORY     - Date     Condition        Report By
 EJ1974  HISTORY     - 1952     MONUMENTED       CGS
 EJ1974  HISTORY     - 1952     GOOD             CGS
 EJ1974  HISTORY     - 1957     GOOD             CGS
 EJ1974  HISTORY     - 1958     GOOD             CGS
 EJ1974  HISTORY     - 1964     GOOD             CGS
 EJ1974  HISTORY     - 1975     GOOD             NGS
 EJ1974  HISTORY     - 19890901 GOOD             NGS
 EJ1974  HISTORY     - 19900326 GOOD
 EJ1974
 EJ1974                          STATION DESCRIPTION
 EJ1974
 EJ1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EJ1974'STATION IS LOCATED ABOUT 4 MILES S OF ARKADELPHIA AND 1-1/2
 EJ1974'MILES E OF U.S. HIGHWAY 67 ON A PROMINENT HILL ABOUT 1/4
 EJ1974'MILE E OF THE PLANNED SITE OF THE MAIN BUILDING OF THE REYNOLDS
 EJ1974'ALUMINUM COMPANY.  IT IS 199 FEET SSE OF A POWER POLE AND
 EJ1974'ABOUT 100 FEET S OF A FARM POND.
 EJ1974'
 EJ1974'STATION MARK IS A STANDARD STATION DISK SET IN CONCRETE.  IT
 EJ1974'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 EJ1974'STAMPED FRANKLIN 2 1952.  UNDERGROUND MARK IS A STANDARD
 EJ1974'STATION DISK SET IN CONCRETE.
 EJ1974'
 EJ1974'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK SET IN CONCRETE.
 EJ1974'IT PROJECTS 6 INCHES AND THE DISK IS STAMPED FRANKLIN 2 NO
 EJ1974'1 1952.  THE MARK IS LOCATED 82 FEET SW OF THE SW EDGE OF
 EJ1974'THE FARM POND.
 EJ1974'
 EJ1974'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK SET IN CONCRETE.
 EJ1974'IT PROJECTS 6 INCHES AND THE DISK IS STAMPED FRANKLIN 2
 EJ1974'NO 2 1952.  IT IS SET ON THE S EDGE OF THE POND BANK.
 EJ1974'
 EJ1974'AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET IN CONCRETE.
 EJ1974'IT IS 42 FEET S OF A DIRT ROAD, 4.5 FEET S OF A WIRE GATE,
 EJ1974'AND 1 FOOT E OF A FENCE.  THE MARK PROJECTS 4 INCHES AND
 EJ1974'THE DISK IS STAMPED FRANKLIN 2 1952.
 EJ1974'
 EJ1974'TO REACH THE STATION FROM ARKADELPHIA, FROM THE POST OFFICE,
 EJ1974'GO S ON U.S. HIGHWAY 67 FOR 4.4 MILES TO A DIRT SIDE ROAD
 EJ1974'LEFT.  TURN LEFT AND GO E ON THE DIRT ROAD FOR 1.2 MILES
 EJ1974'TO A T ROAD, TURN LEFT AND GO N ON A DIRT ROAD FOR 0.15
 EJ1974'MILE TO A FARMHOUSE ON THE LEFT AND A BOARD GATE ON THE
 EJ1974'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO SE AND
 EJ1974'THEN NE THROUGH A PASTURE TO THE TOP OF A HILL AND THE STATION.
 EJ1974'
 EJ1974'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 EJ1974'GATE AND THEN GO N AND E AROUND A HILL ON A DIRT ROAD FOR
 EJ1974'0.9 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT.
 EJ1974'
 EJ1974'DUE TO CONSTRUCTION IN THIS AREA CONSIDERABLE CHANGES SHOULD
 EJ1974'BE EXPECTED IN THE ROADS, FENCES AND BUILDINGS.
 EJ1974'
 EJ1974'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METER.
 EJ1974
 EJ1974                          STATION RECOVERY (1952)
 EJ1974
 EJ1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 EJ1974'RECOVERED IN GOOD CONDITION.
 EJ1974
 EJ1974                          STATION RECOVERY (1957)
 EJ1974
 EJ1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1974'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 EJ1974'FOUND IN GOOD CONDITION.  THE CONCRETE THAT HELD REFERENCE
 EJ1974'MARK NO. 1 IN POSITION WAS FOUND AND IT WAS ASSUMED THE
 EJ1974'DISK HAS BEEN SENT IN.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 EJ1974'THE AZIMUTH MARK WAS SEARCHED FOR BUT APPARENTLY IT WAS
 EJ1974'DESTROYED WHEN THE ROAD WAS IMPROVED.  A NEW AZIMUTH MARK
 EJ1974'WAS ESTABLISHED.  THE AZIMUTH MARK FOR FRANKLIN 1941 WAS
 EJ1974'RECOVERED AND FOUND IN GOOD CONDITION, BUT WAS OBSTRUCTED
 EJ1974'BY TIMBER GROWTH.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 EJ1974'
 EJ1974'THE STATION IS ABOUT 5 MILES SOUTH OF ARKADELPHIA, ABOUT
 EJ1974'1-1/4 MILES EAST OF U.S. HIGHWAY 67, ABOUT 0.8 MILE NORTHEAST
 EJ1974'OF THE GUM SPRINGS RAILROAD DEPOT AND 0.5 MILE EAST-NORTHEAST
 EJ1974'OF THE REYNOLDS ALUMINUM COMPANY PLANT.  THE STATION MARK
 EJ1974'IS 162 FEET SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER
 EJ1974'ON IT, 64 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1
 EJ1974'FOOT NORTH OF A WITNESS POST.  IT IS 2 INCHES BELOW THE
 EJ1974'SURFACE OF THE GROUND AND IS STAMPED FRANKLIN 2 1952.
 EJ1974'
 EJ1974'REFERENCE MARK NO. 2 IS 90 FEET SOUTHEAST OF THE POWER LINE
 EJ1974'POLE WITH THE TRANSFORMER AND 46 FEET EAST OF THE CENTER
 EJ1974'OF THE GRAVELED ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED
 EJ1974'FRANKLIN 2 1952 NO 2.
 EJ1974'
 EJ1974'REFERENCE MARK NO. 3 IS 34 FEET WEST OF THE CENTER OF THE
 EJ1974'GRAVELED ROAD, IT PROJECTS 4 INCHES AND IS STAMPED FRANKLIN
 EJ1974'2 1952 NO 3.
 EJ1974'
 EJ1974'THE DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 130.16
 EJ1974'FEET.
 EJ1974'
 EJ1974'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTER OF A GRAVELED
 EJ1974'ROAD, 17 FEET NORTH OF THE NORTH END OF A CONCRETE BRIDGE
 EJ1974'AND 12 FEET WEST OF A DRIVE WAY ACROSS THE BRIDGE.  IT
 EJ1974'PROJECTS 4 INCHES AND IS STAMPED FRANKLIN 2 1952 RESET 1957.
 EJ1974'
 EJ1974'THE AZIMUTH MARK FOR FRANKLIN 1941 IS 14 FEET EAST OF THE
 EJ1974'CENTER OF U.S. HIGHWAY 67.  IT IS A STANDARD AZIMUTH MARK
 EJ1974'DISK SET IN A DRILL HOLE AT THE SOUTH END OF THE EAST BRIDGE
 EJ1974'RAIL OF THE CONCRETE BRIDGE OVER LITTLE DECEIPER CREEK.  IT
 EJ1974'IS STAMPED FRANKLIN 1940.
 EJ1974'
 EJ1974'TO REACH THE STATION FROM THE POST OFFICE IN ARKADELPHIA
 EJ1974'GO SOUTH ON U.S. HIGHWAY 67 FOR 4.0 MILES TO THE BRIDGE OVER
 EJ1974'LITTLE DECEIPER CREEK AND THE AZIMUTH MARK FOR FRANKLIN 1941
 EJ1974'ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 67 FOR 1.0
 EJ1974'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON THE MACADAM
 EJ1974'ROAD FOR 0.45 MILE TO THE GUM SPRINGS RAILROAD DEPOT.  CONTINUE
 EJ1974'EASTERLY ON THE MACADAM FOR 0.25 MILE TO THE PLANT ENTRANCE
 EJ1974'ON THE LEFT AND THE END OF THE MACADAM.  CONTINUE EAST AND
 EJ1974'NORTH ON THE GRAVELED ROAD FOR 0.6 MILE TO THE STATION AS
 EJ1974'DESCRIBED.
 EJ1974'
 EJ1974'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH AND EAST
 EJ1974'ON THE GRAVELED ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON
 EJ1974'THE RIGHT.
 EJ1974
 EJ1974                          STATION RECOVERY (1958)
 EJ1974
 EJ1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 EJ1974'THIS STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 EJ1974'AS DESCRIBED.
 EJ1974
 EJ1974                          STATION RECOVERY (1964)
 EJ1974
 EJ1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 EJ1974'THE STATION, R.M. NO. 2 AND THE AZIMUTH MARK RECOVERED AND
 EJ1974'FOUND IN GOOD CONDITION.  R.M. NO. 3 HAD BEEN DESTROYED SO
 EJ1974'A NEW MARK WAS ESTABLISHED TO REPLACE IT.
 EJ1974'
 EJ1974'THE STATION MARK IS 63 FEET EAST OF THE CENTERLINE OF THE
 EJ1974'ROAD AND IS 15.5 FEET EAST OF A METAL WITNESS POST THAT WAS
 EJ1974'SET IN FENCE LINE.  THE MARK IS ABOUT 2 INCHES BELOW THE
 EJ1974'SURFACE OF THE GROUND.
 EJ1974'
 EJ1974'R.M. NO. 2 IS ABOUT 45 FEET EAST OF THE CENTERLINE OF THE
 EJ1974'ROAD, 1 FOOT WEST OF FENCE AND IS ON A SMALL EARTH MOUND.
 EJ1974'
 EJ1974'R.M. NO. 4 IS 35 FEET WEST OF CENTERLINE OF ROAD AND 1.2 FEET
 EJ1974'SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES
 EJ1974'AND THE DISK IS STAMPED FRANKLIN 2 NO 4 1952.
 EJ1974'
 EJ1974'THE AZIMUTH MARK RECOVERED AS DESCRIBED IN 1957.
 EJ1974'
 EJ1974'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 EJ1974'AND STATE HIGHWAY 26, ABOUT 4 MILES SOUTH OF ARKADELPHIA,
 EJ1974'GO EAST ON STATE HIGHWAY 26 FOR 0.5 MILE TO RAILROAD CROSSING,
 EJ1974'CONTINUE EAST AND NORTHEAST FOR 0.45 MILE TO THE ENTRANCE
 EJ1974'TO REYNOLDS METAL CO. ON THE LEFT, CONTINUE EAST AND NORTHEAST
 EJ1974'FOR 0.65 MILE TO THE STATION ON THE RIGHT.
 EJ1974'
 EJ1974'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST
 EJ1974'AND EAST FOR 0.9 MILE TO A TURN IN THE ROAD AND MARK ON THE
 EJ1974'RIGHT TO THE NORTHWEST OF SOUTH BRIDGE.
 EJ1974
 EJ1974                          STATION RECOVERY (1975)
 EJ1974
 EJ1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CN)
 EJ1974'THE STATION WAS VISITED 2-22-75 AND THE STATION MARK, REFERENCE MARK
 EJ1974'NO 2 AND REFERENCE MARK NO 4 WERE RECOVERED IN GOOD CONDITION.  THE
 EJ1974'AZIMUTH MARK WAS FOUND LEANING AND WAS RESET NEAR ITS ORIGINAL
 EJ1974'POSITION AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 EJ1974'
 EJ1974'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF ARKADELPHIA, 1 MILE
 EJ1974'EAST OF U.S. HIGHWAY 67 AND 0.2 MILE EAST OF THE REYNOLDS ALUMINUM
 EJ1974'COMPANY PLANT.
 EJ1974'
 EJ1974'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 EJ1974'HIGHWAY 26 ABOUT 4.5 MILES SOUTH OF ARKADELPHIA, GO EAST ON STATE
 EJ1974'HIGHWAY 26 FOR 0.5 MILE TO RAILROAD CROSSING.  CONTINUE EAST AND
 EJ1974'NORTHEAST FOR 0.45 MILE TO THE ENTRANCE TO REYNOLDS ALUMINUM
 EJ1974'COMPANY PLANT ON THE LEFT.  CONTINUE EAST AND NORTHEAST FOR 0.65
 EJ1974'MILE TO THE HIGHEST GROUND AND THE STATION ON THE RIGHT.
 EJ1974'
 EJ1974'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 EJ1974'FRANKLIN 2 1952, SET IN TOP OF A SQUARE CONCRETE POST 2 INCHES BELOW
 EJ1974'THE SURFACE OF THE GROUND.  IT IS 162 FEET SOUTHEAST OF A POWER
 EJ1974'POLE WITH A TRANSFORMER, 137 FEET NORTHWEST OF A TELEPHONE POLE IN
 EJ1974'A PASTURE FIELD, 63 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 EJ1974'AND 15.5 FEET EAST OF A METAL WITNESS POST AND SIGN IN A
 EJ1974'FENCELINE.
 EJ1974'
 EJ1974'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 EJ1974'FRANKLIN 2 1952 NO 2 SET IN TOP OF A SQUARE CONCRETE POST,
 EJ1974'PROJECTING 1 INCH.  IT IS ON A SMALL MOUND OF EARTH 90 FEET
 EJ1974'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 45 FEET EAST OF THE
 EJ1974'CENTER OF A GRAVEL ROAD, 1 FOOT WEST OF A FENCELINE AND 1 FOOT EAST
 EJ1974'OF A METAL WITNESS POST AND SIGN.
 EJ1974'
 EJ1974'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 EJ1974'FRANKLIN 2 NO 4 1952, SET IN TOP OF A ROUND CONCRETE MONUMENT
 EJ1974'PROJECTING 1 INCH.  IT IS 35 FEET WEST OF THE CENTER OF A GRAVEL
 EJ1974'ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 EJ1974'
 EJ1974'THE DISTANCE BETWEEN REFERENCE MARK NO 2 AND REFERENCE MARK NO 4 IS
 EJ1974'132.505 FEET.
 EJ1974'
 EJ1974'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED FRANKLIN 2
 EJ1974'1952 1957 RESET 1975, SET IN THE TOP OF A SQUARE CONCRETE POST
 EJ1974'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 0.8 MILE
 EJ1974'NORTHEAST OF THE STATION MARK IN THE SOUTHWEST ANGLE OF INTERSECTION
 EJ1974'OF A GRAVEL ROAD AND FIELD ROAD, 73 FEET WEST-SOUTHWEST OF THE
 EJ1974'SOUTHWEST END OF A CONCRETE BRIDGE WALL, 37 FEET SOUTH OF THE
 EJ1974'CENTER OF A GRAVEL ROAD, 17 FEET NORTH OF THE NORTHWEST CORNER OF A
 EJ1974'FIELD ROAD BRIDGE, 12 FEET WEST OF THE CENTER OF A FIELD ROAD AND 1
 EJ1974'FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 EJ1974'
 EJ1974'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH AND EAST ON A
 EJ1974'GRAVEL ROAD FOR 0.9 MILE TO A FIELD ROAD AND THE MARK ON THE LEFT.
 EJ1974
 EJ1974                          STATION RECOVERY (1989)
 EJ1974
 EJ1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EJ1974'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 EJ1974'SEARCHED FOR.  STATION IS LOCATED ABOUT 18.4 KM (11.4 MI) NORTHEAST
 EJ1974'OF GURDON, 6.1 KM (3.8 MI) SOUTH OF ARKADELPHIA, AND 2.2 KM (1.4 MI)
 EJ1974'EAST OF U.S.HIGHWAY 67.  OWNERSHIP--UKNOWN.
 EJ1974'TO REACH THE STATION FRON THE JUNCTION OF U.S.HIGHWAY 67 AND STATE
 EJ1974'HIGHWAYS 7, 8, AND 51 IN THE CENTER OF ARKADELPHIA.  GO SOUTH AND
 EJ1974'SOUTHWEST ON U.S.HIGHWAY 67 FOR 8.31 KM (5.16 MI) TO A CROSSROAD.
 EJ1974'TURN LEFT AND GO EASTERLY ON STATE HIGHWAY 26 FOR 1.57 KM (0.98 MI)
 EJ1974'TO THE ENTRANCE ROAD TO THE REYNOLDS ALUMINUM COMPANY PLANT ON THE
 EJ1974'LEFT. CONTINUE EAST ON STATE HIGHWAY 26 FOR 0.41 KM (0.25 MI) TO A
 EJ1974'GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EAST AND NORTHEAST ON
 EJ1974'THE GRAVELED ROAD FOR 0.64 KM (0.40 MI) TO THE TOP OF A RIDGE AND THE
 EJ1974'STATION ON THE RIGHT IN THE WEST EDGE OF A FIELD.
 EJ1974'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---FRANKLIN 2
 EJ1974'1952---.  SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST THAT IS
 EJ1974'RECESSED 9 CM BELOW THE GROUND.  IT IS 49.4 M (162.1 FT) SOUTHEAST OF
 EJ1974'A UTILITY POLE, 41.8 M (137.1 FT) NORTHWEST OF A UTILITY POLE, 19.2 M
 EJ1974'(63.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD, AND 4.7 M (15.4 FT)
 EJ1974'EAST OF A FENCE AND METAL WITNESS POST.
 EJ1974'DESCRIBED BY E.J.HANSMANN.
 EJ1974
 EJ1974                          STATION RECOVERY (1990)
 EJ1974
 EJ1974'RECOVERED 1990
 EJ1974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1703 ***********************************************************************
 FG1703  DESIGNATION -  FRAUENTHAL
 FG1703  PID         -  FG1703
 FG1703  STATE/COUNTY-  AR/FAULKNER
 FG1703  USGS QUAD   -  HAMLET (1994)
 FG1703
 FG1703                         *CURRENT SURVEY CONTROL
 FG1703  ___________________________________________________________________
 FG1703* NAD 83(1997)-  35 07 22.82014(N)    092 21 01.22212(W)     ADJUSTED  
 FG1703* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 FG1703  ___________________________________________________________________
 FG1703  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 FG1703  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG1703
 FG1703  HORZ ORDER  -  FIRST
 FG1703
 FG1703.The horizontal coordinates were established by classical geodetic methods
 FG1703.and adjusted by the National Geodetic Survey in September 1999..
 FG1703
 FG1703.The orthometric height was scaled from a topographic map.
 FG1703
 FG1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1703
 FG1703.The geoid height was determined by GEOID03.
 FG1703
 FG1703;                    North         East     Units Scale Factor Converg.
 FG1703;SPC AR N     -    87,664.356   368,067.169   MT  0.99996813   -0 12 13.9
 FG1703;SPC AR N     -   287,612.14  1,207,567.04   sFT  0.99996813   -0 12 13.9
 FG1703;UTM  15      - 3,886,877.139   559,194.178   MT  0.99964318   +0 22 25.6
 FG1703
 FG1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1703!SPC AR N     -   0.99997502  x   0.99996813  =   0.99994315
 FG1703!UTM  15      -   0.99997502  x   0.99964318  =   0.99961821
 FG1703
 FG1703|---------------------------------------------------------------------|
 FG1703| PID    Reference Object                     Distance      Geod. Az  |
 FG1703|                                                           dddmmss.s |
 FG1703| CI0937 FRAUENTHAL RM 1                      35.707 METERS 00701     |
 FG1703| CI0936 FRAUENTHAL AZ MK                                   0133358.4 |
 FG1703| CI0938 FRAUENTHAL RM 2                      35.957 METERS 11733     |
 FG1703|---------------------------------------------------------------------|
 FG1703
 FG1703                          SUPERSEDED SURVEY CONTROL
 FG1703
 FG1703  NAD 83(1986)-  35 07 22.83821(N)    092 21 01.21216(W) AD(       ) 1
 FG1703  NAD 27      -  35 07 22.53000(N)    092 21 00.65600(W) AD(       ) 1
 FG1703
 FG1703.Superseded values are not recommended for survey control.
 FG1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1703.See file dsdata.txt to determine how the superseded data were derived.
 FG1703
 FG1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5919486877(NAD 83)
 FG1703_MARKER: DD = SURVEY DISK
 FG1703_SETTING: 66 = SET IN ROCK OUTCROP
 FG1703_SP_SET: PARTIALLY EXPOSED BEDROCK
 FG1703
 FG1703  HISTORY     - Date     Condition        Report By
 FG1703  HISTORY     - 1940     MONUMENTED       CGS
 FG1703  HISTORY     - 1962     GOOD             CGS
 FG1703
 FG1703                          STATION DESCRIPTION
 FG1703
 FG1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1703'ABOUT 5-1/2 MILES NE OF CONWAY, 8 MILES SSE OF GREENBRIER ON THE
 FG1703'HIGHEST POINT OF A TIMBERED RIDGE ON LAND OWNED BY FRAUENTHAL AND
 FG1703'SCHWARZ INC. OF CONWAY.
 FG1703'
 FG1703'STATION IS MARKED BY A STANDARD DISK WEDGED IN A DRILL HOLE IN
 FG1703'OUTCROPPING BEDROCK.  IT PROJECTS 1-1/2 FEET ABOVE GROUND, 16.6
 FG1703'FEET SW OF TRIANGLE BLAZE ON TREE, AND IS STAMPED FRAUENTHAL
 FG1703'1940.  THERE IS NO WITNESS POST AT THE STATION.
 FG1703'
 FG1703'REFERENCE MARK NO.1 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 FG1703'IN A BOULDER.  IT IS 2 FEET LOWER THAN STATION MARK, FLUSH
 FG1703'WITH THE GROUND AND STAMPED FRAUENTHAL NO.1 1940.
 FG1703'
 FG1703'REFERENCE MARK NO.2, A STANDARD DISK SET IN CONCRETE.
 FG1703'IS 2 FEET LOWER THAN STATION MARK, AND PROJECTS
 FG1703'6 INCHES ABOVE GROUND, STAMPED FRAUENTHAL NO.2 1940.
 FG1703'
 FG1703'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE.
 FG1703'IS 17 FEET S OF ROAD MENTIONED IN STATION
 FG1703'DESCRIPTION, 1/2 FOOT N OF FENCE LINE, 2.7 FEET E OF WHITE
 FG1703'WITNESS POST AND STAMPED FRAUENTHAL 1940.
 FG1703'
 FG1703'REACHED FROM THE POST OFFICE IN CONWAY BY GOING N ON U.S.
 FG1703'HIGHWAY 65 1.2 MILES TO CITY LIMITS AT NARROW GRADED ROAD
 FG1703'LEADING RIGHT, TURN RIGHT AND GO 0.25 MILE TO NEW HIGHWAY GRADE,
 FG1703'TURN LEFT AND FOLLOW NEW HIGHWAY GRADE 3.5 MILES TO FIRST
 FG1703'CROSSROADS, TURN RIGHT AND GO 3.2 MILES TO AZIMUTH MARK ON
 FG1703'RIGHT 0.1 MILE E OF JOHN HEGIS HOUSE, CONTINUE 0.2 MILE TO
 FG1703'FRED HEGIS HOUSE ON RIGHT, THE STATION IS ON HIGHEST POINT
 FG1703'OF FIRST RIDGE S OF THE ROAD, PASS THROUGH FRED HEGIS BARNYARD
 FG1703'AND FOLLOW TRACK ROAD S OVER FIELD TO BASE OF RIDGE ABOUT 0.5
 FG1703'MILE, BEAR RIGHT TO TOP OF RIDGE AND THEN WESTERLY ALONG TOP
 FG1703'OF RIDGE TO HIGHEST POINT AND STATION, ABOUT 0.3 MILE.
 FG1703'
 FG1703'IN WET WEATHER TRUCK CAN NOT BE DRIVEN TO STATION AND A
 FG1703'SHORT PACK WILL BE NECESSARY TO REACH THE STATION.
 FG1703'
 FG1703'A 37-FOOT TOWER.
 FG1703
 FG1703                          STATION RECOVERY (1962)
 FG1703
 FG1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1703'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO
 FG1703'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.  THE
 FG1703'DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED BUT THE DISTANCE
 FG1703'TO REFERENCE MARK NO. 1 MISSED THE 1940 DISTANCE BY 0.018 METER.
 FG1703'
 FG1703'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 FG1703'
 FG1703'THE STATION IS ON THE HIGHEST POINT OF A TIMBERED RIDGE, 8-1/4
 FG1703'MILES NORTHWEST OF VILONIA, 6 MILES NORTHEAST OF CONWAY, 2-1/2
 FG1703'MILES NORTH OF THE U.S. HIGHWAY 64 AND ON PROPERTY OWNED BY MR.
 FG1703'W. H. HAIN.
 FG1703'
 FG1703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64
 FG1703'AND 65, AT THE NORTH EDGE OF CONWAY, GO NORTHEAST ON HIGHWAY
 FG1703'65 FOR 3.25 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON
 FG1703'A GRAVELED ROAD FOR 3.05 MILES TO THE AZIMUTH MARK AND A
 FG1703'POWER POLE ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD
 FG1703'FOR 0.25 MILE TO A HOUSE ON THE RIGHT.
 FG1703'TURN RIGHT, PASS THROUGH A WIRE GATE AT THE NORTH SIDE OF A
 FG1703'BARNYARD WHICH IS ON THE WEST SIDE OF THE HOUSE, AND GO SOUTH
 FG1703'ACROSS THE BARNYARD FOR 0.05 MILE TO A GATE ON THE SOUTH SIDE
 FG1703'OF THE BARNYARD.  PASS THROUGH THE GATE AND BEAR LEFT, EAST,
 FG1703'ACROSS THE TOP OF A RIDGE FOR 0.05 MILE TO A POINT WHERE AN
 FG1703'OLD TRACK ROAD TURNS SHARP RIGHT, DOWNHILL.  TURN SHARP RIGHT
 FG1703'AND GO SOUTHWESTERLY, DOWNHILL, ON THE TRACK ROAD FOR 0.1
 FG1703'MILE TO A GATE AT THE FOOT OF THE HILL.  PASS THROUGH THE
 FG1703'GATE, BEAR LEFT, AND GO SOUTH ACROSS A CLEARING ON A DIM
 FG1703'TRACK ROAD FOR 0.1 MILE TO A POINT WHERE THE TRACK ROAD
 FG1703'BEARS LEFT, SOUTHEAST.  BEAR LEFT AND GO SOUTHEAST ON THE TRACK
 FG1703'ROAD FOR 0.1 MILE TO A TRIANGLE BLAZED TREE ON THE LEFT AT
 FG1703'THE NORTH EDGE OF A LARGE CLEARING.  TURN RIGHT AND GO
 FG1703'SOUTHWESTERLY ACROSS THE CLEARING FOR 0.2 MILE TO A WIRE GATE
 FG1703'AND A FENCE CORNER AT THE SOUTHWEST CORNER OF THE CLEARING.
 FG1703'PASS THROUGH THE GATE AND GO SOUTHERLY, UPHILL, ON A
 FG1703'BRUSHED-OUT ROAD THROUGH THE TIMBER FOR 0.25 MILE TO THE TOP
 FG1703'OF THE RIDGE.  TURN RIGHT AND WEST ALONG THE TOP OF THE
 FG1703'RIDGE ON THE BRUSHED-OUT ROAD THROUGH THE TIMBER FOR 0.15
 FG1703'MILE TO THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 FG1703'
 FG1703'THE STATION MARK IS A STANDARD DISK, STAMPED FRAUENTHAL 1940,
 FG1703'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING BEDROCK WHICH
 FG1703'PROJECTS ABOUT 18 INCHES.  IT IS 16 FEET SOUTHWEST OF A TRIANGLE
 FG1703'BLAZE ON A 16-INCH DEAD TREE AND 2.7 FEET NORTHEAST OF A METAL
 FG1703'WITNESS POST.
 FG1703'
 FG1703'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FRAUENTHAL NO
 FG1703'1 1940, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FG1703'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON THE NORTH
 FG1703'SLOPE OF THE HILL, APPROXIMATELY 4 FEET LOWER IN ELEVATION THAN
 FG1703'THE STATION, AND 119 FEET NORTH OF THE METAL WITNESS POST.
 FG1703'
 FG1703'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FRAUENTHAL NO 2
 FG1703'1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FG1703'IT IS ON THE SOUTHEAST SLOPE OF THE HILL, APPROXIMATELY 3
 FG1703'FEET LOWER IN ELEVATION THAN THE STATION, AND 119.5 FEET
 FG1703'SOUTHEAST OF THE METAL WITNESS POST.
 FG1703'
 FG1703'AZIMUTH MARK, A STANDARD DISK STAMPED FRAUENTHAL 1940, IS SET
 FG1703'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES ON THE SOUTH
 FG1703'SIDE.  IT IS 19.5 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 FG1703'18.5 FEET WEST OF POWER POLE NO. 60, 1.7 FEET WEST OF A METAL
 FG1703'WITNESS POST, AND IS BENEATH THE FENCE LINE.
 FG1703'
 FG1703'NOTE- REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE
 FG1703'PULLING 7-1/2 KG. TAPE TENSION.
 FG1703'
 FG1703'(4-WHEEL DRIVE STATION).
 FG1703'
 FG1703'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1986 ***********************************************************************
 EJ1986  DESIGNATION -  FRAZIER
 EJ1986  PID         -  EJ1986
 EJ1986  STATE/COUNTY-  AR/CLARK
 EJ1986  USGS QUAD   -  CHALYBEATE MTN EAST (1975)
 EJ1986
 EJ1986                         *CURRENT SURVEY CONTROL
 EJ1986  ___________________________________________________________________
 EJ1986* NAD 83(1997)-  34 07 31.54172(N)    093 20 58.13040(W)     ADJUSTED  
 EJ1986* NAVD 88     -       154.1    (meters)     506.     (feet)  VERTCON   
 EJ1986  ___________________________________________________________________
 EJ1986  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 EJ1986  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EJ1986
 EJ1986  HORZ ORDER  -  THIRD
 EJ1986
 EJ1986.The horizontal coordinates were established by classical geodetic methods
 EJ1986.and adjusted by the National Geodetic Survey in September 1999..
 EJ1986
 EJ1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1986
 EJ1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1986
 EJ1986.The geoid height was determined by GEOID03.
 EJ1986
 EJ1986;                    North         East     Units Scale Factor Converg.
 EJ1986;SPC AR S     -   562,615.047   275,525.655   MT  0.99991973   -0 45 19.1
 EJ1986;SPC AR S     - 1,845,846.20    903,953.75   sFT  0.99991973   -0 45 19.1
 EJ1986;UTM  15      - 3,776,118.494   467,773.656   MT  0.99961280   -0 11 45.8
 EJ1986
 EJ1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1986!SPC AR S     -   0.99998007  x   0.99991973  =   0.99989980
 EJ1986!UTM  15      -   0.99998007  x   0.99961280  =   0.99959288
 EJ1986
 EJ1986|---------------------------------------------------------------------|
 EJ1986| PID    Reference Object                     Distance      Geod. Az  |
 EJ1986|                                                           dddmmss.s |
 EJ1986| CX5846 FRAZIER RM 1                         26.477 METERS 00922     |
 EJ1986| CX5847 FRAZIER RM 2                         23.767 METERS 08505     |
 EJ1986| CX5845 FRAZIER AZ MK                                      1255122.5 |
 EJ1986|---------------------------------------------------------------------|
 EJ1986
 EJ1986                          SUPERSEDED SURVEY CONTROL
 EJ1986
 EJ1986  NAD 83(1997)-  34 07 31.55013(N)    093 20 58.12295(W) AD(       ) 3
 EJ1986  NAD 83(1986)-  34 07 31.55158(N)    093 20 58.12183(W) AD(       ) 3
 EJ1986  NAD 27      -  34 07 31.19120(N)    093 20 57.48830(W) AD(       ) 3
 EJ1986  NGVD 29 (07/19/86)  154.1    (m)          506.     (f) VERT ANG       
 EJ1986
 EJ1986.Superseded values are not recommended for survey control.
 EJ1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1986.See file dsdata.txt to determine how the superseded data were derived.
 EJ1986
 EJ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6777476118(NAD 83)
 EJ1986_MARKER: DS = TRIANGULATION STATION DISK
 EJ1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1986
 EJ1986  HISTORY     - Date     Condition        Report By
 EJ1986  HISTORY     - 1957     MONUMENTED       CGS
 EJ1986  HISTORY     - 1964     GOOD             CGS
 EJ1986
 EJ1986                          STATION DESCRIPTION
 EJ1986
 EJ1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1986'THE STATION IS LOCATED ON HIGH GROUND WHICH LIES BETWEEN
 EJ1986'TERRE NOIRE AND GENTRY CREEKS ON LAND OF THE ARKANSAS STATE
 EJ1986'GAME PRESERVE, ABOUT 9.0 MILES NORTH AND 1.0 MILE WEST OF
 EJ1986'OKOLONA, 4.5 MILES EAST AND 1.0 MILE SOUTH OF GRAYSONIA POST
 EJ1986'OFFICE AND ALONG NORTHWEST SIDE OF FRAZIER ROAD.  IT IS 46
 EJ1986'FEET SOUTHWEST OF CENTER OF A T-INTERSECTION, 28 FEET SOUTH
 EJ1986'OF THE CENTER OF A DIRT ROAD, 11 FEET SOUTH OF A SMALL PINE
 EJ1986'TREE AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 EJ1986'IS STAMPED FRAZIER 1957 AND PROJECTS 5 INCHES.
 EJ1986'
 EJ1986'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTER OF FRAZIER
 EJ1986'ROAD.  THE MARK IS STAMPED FRAZIER NO 1 1957 AND PROJECTS
 EJ1986'6 INCHES.
 EJ1986'
 EJ1986'REFERENCE MARK NO. 2 IS 22 FEET EAST OF THE CENTER OF FRAZIER
 EJ1986'ROAD AND 13 FEET WEST OF A LARGE PINE TREE.  THE MARK IS
 EJ1986'STAMPED FRAZIER NO 2 1957 AND PROJECTS 5 INCHES.
 EJ1986'
 EJ1986'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF FRAZIER
 EJ1986'ROAD AND 13 FEET WEST OF A LARGE PINE TREE.  THE MARK IS
 EJ1986'STAMPED FRAZIER 1957 AND PROJECTS 6 INCHES.
 EJ1986'
 EJ1986'TO REACH THE STATION FROM THE POST OFFICE IN ANTOINE GO
 EJ1986'NORTHEAST ON STATE HIGHWAY 26 FOR 6.9 MILES TO A CROSSROAD,
 EJ1986'(FRAZIER ROAD) TURN LEFT UP HILL AND FOLLOW MAIN TRAVELED ROAD FOR
 EJ1986'2.5 MILES TO A SIDE ROAD LEFT, (MARLOW ROAD) CONTINUE STRAIGHT
 EJ1986'AHEAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 EJ1986'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION ON THE
 EJ1986'LEFT AS DESCRIBED.
 EJ1986'
 EJ1986'HEIGHT OF LIGHT ABOVE STATION MARK 26.15 METERS.
 EJ1986
 EJ1986                          STATION RECOVERY (1964)
 EJ1986
 EJ1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 EJ1986'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EJ1986'IT IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF FRAZIER
 EJ1986'AND ASHWORTH ROADS, TO SOUTH OF ONE GRAVEL PIT AND ACROSS
 EJ1986'THE FRAZIER ROAD FROM ANOTHER.
 EJ1986'
 EJ1986'A METAL WITNESS POST WAS SET ABOUT 3.5 FEET WEST OF THE
 EJ1986'AZIMUTH MARK WHICH SHOULD ASSIST IN THE RECOVERY OF THIS
 EJ1986'MARK.
 EJ1986'
 EJ1986'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0706 ***********************************************************************
 GF0706  DESIGNATION -  FRECK
 GF0706  PID         -  GF0706
 GF0706  STATE/COUNTY-  AR/MARION
 GF0706  USGS QUAD   -  YELLVILLE (1980)
 GF0706
 GF0706                         *CURRENT SURVEY CONTROL
 GF0706  ___________________________________________________________________
 GF0706* NAD 83(1997)-  36 08 09.81964(N)    092 41 34.29672(W)     ADJUSTED  
 GF0706* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 GF0706  ___________________________________________________________________
 GF0706  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GF0706  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0706
 GF0706  HORZ ORDER  -  SECOND
 GF0706
 GF0706.The horizontal coordinates were established by classical geodetic methods
 GF0706.and adjusted by the National Geodetic Survey in September 1999..
 GF0706
 GF0706.The orthometric height was scaled from a topographic map.
 GF0706
 GF0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0706
 GF0706.The geoid height was determined by GEOID03.
 GF0706
 GF0706;                    North         East     Units Scale Factor Converg.
 GF0706;SPC AR N     -   200,221.935   337,638.279   MT  0.99998222   -0 24 11.4
 GF0706;SPC AR N     -   656,894.80  1,107,734.92   sFT  0.99998222   -0 24 11.4
 GF0706;UTM  15      - 3,999,083.458   527,634.192   MT  0.99960941   +0 10 52.0
 GF0706
 GF0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0706!SPC AR N     -   0.99994133  x   0.99998222  =   0.99992355
 GF0706!UTM  15      -   0.99994133  x   0.99960941  =   0.99955077
 GF0706
 GF0706|---------------------------------------------------------------------|
 GF0706| PID    Reference Object                     Distance      Geod. Az  |
 GF0706|                                                           dddmmss.s |
 GF0706| CI0940 FRECK RM 1                           19.398 METERS 01614     |
 GF0706| CI0939 FRECK AZ MK                                        1024735.7 |
 GF0706| GF0707 FRECK LOOKOUT TOWER                  14.698 METERS 14954     |
 GF0706| CI0941 FRECK RM 2                           18.424 METERS 19050     |
 GF0706| GF0711 VERONA                              APPROX.10.6 KM 2360243.1 |
 GF0706|---------------------------------------------------------------------|
 GF0706
 GF0706                          SUPERSEDED SURVEY CONTROL
 GF0706
 GF0706  NAD 83(1986)-  36 08 09.83153(N)    092 41 34.29741(W) AD(       ) 2
 GF0706  NAD 27      -  36 08 09.57100(N)    092 41 33.70500(W) AD(       ) 2
 GF0706
 GF0706.Superseded values are not recommended for survey control.
 GF0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0706.See file dsdata.txt to determine how the superseded data were derived.
 GF0706
 GF0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2763499083(NAD 83)
 GF0706_MARKER: DS = TRIANGULATION STATION DISK
 GF0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0706
 GF0706  HISTORY     - Date     Condition        Report By
 GF0706  HISTORY     - 1954     MONUMENTED       CGS
 GF0706  HISTORY     - 1965     GOOD             CGS
 GF0706
 GF0706                          STATION DESCRIPTION
 GF0706
 GF0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0706'THE STATION IS ABOUT 6 MILES SOUTH AND 1/2 MILE WEST OF YELLVILLE,
 GF0706'ADJACENT TO THE FRECK LOOKOUT TOWER, IN THE ARKANSAS STATE
 GF0706'FOREST.  IT IS 26 FEET EAST OF A 24 INCH OAK TREE.
 GF0706'
 GF0706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 GF0706'STATE HIGHWAY 14 AT THE SOUTHEAST CORNER OF THE COURTHOUSE
 GF0706'SQUARE IN YELLVILLE, GO SOUTH, EAST AND SOUTH ON STATE HIGHWAY
 GF0706'14 TOWARDS HARRIET FOR 6.4 MILES TO A Y-JUNCTION AT A SERVICE
 GF0706'STATION ON THE RIGHT, BEAR RIGHT AND GO WESTERLY 1.15 MILES TO
 GF0706'A Y-JUNCTION, BEAR LEFT AND GO SOUTHERLY FOR 0.5 MILE TO A
 GF0706'T-JUNCTION, THE AZIMUTH MARK AND A SIGN FIRE TOWER, TURN RIGHT
 GF0706'AND GO WEST 0.2 MILE TO THE STATION.
 GF0706'
 GF0706'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FRECK
 GF0706'1954.
 GF0706'
 GF0706'REFERENCE MARK 1 IS 93 FEET NORTH OF THE NORTHWEST LEG OF THE
 GF0706'LOOKOUT TOWER.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GF0706'IS STAMPED FRECK NO 1 1954.
 GF0706'
 GF0706'REFERENCE MARK 2 IS 27 FEET WEST OF THE SOUTHWEST LEG OF THE
 GF0706'LOOKOUT TOWER.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GF0706'IS STAMPED FRECK NO 2 1954.
 GF0706'
 GF0706'THE AZIMUTH MARK IS 63 FEET SOUTH OF THE CENTER OF THE ROAD
 GF0706'LEADING TO THE LOOKOUT TOWER, 31 FEET WEST OF THE CENTER OF THE
 GF0706'MAIN ROAD, 7 FEET EAST OF POWERLINE POLE NUMBERED 211 AND 4 FEET
 GF0706'WEST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK
 GF0706'IS STAMPED FRECK 1954.  THE MARK IS NOT VISIBLE FROM THE GROUND.
 GF0706'
 GF0706'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0706
 GF0706                          STATION RECOVERY (1965)
 GF0706
 GF0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0706'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 GF0706'GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD
 GF0706'CONSTRUCTION.  THIS MARK COULD NOT BE REPLACED AT THIS TIME
 GF0706'AS NO OBJECTS WERE VISIBLE FROM THE GROUND.
 GF0706'
 GF0706'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0706'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0707 ***********************************************************************
 GF0707  DESIGNATION -  FRECK LOOKOUT TOWER
 GF0707  PID         -  GF0707
 GF0707  STATE/COUNTY-  AR/MARION
 GF0707  USGS QUAD   -  YELLVILLE (1980)
 GF0707
 GF0707                         *CURRENT SURVEY CONTROL
 GF0707  ___________________________________________________________________
 GF0707* NAD 83(1997)-  36 08 09.40711(N)    092 41 34.00186(W)     ADJUSTED  
 GF0707* NAVD 88     -                                                        
 GF0707  ___________________________________________________________________
 GF0707  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GF0707  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0707
 GF0707  HORZ ORDER  -  THIRD
 GF0707
 GF0707.The horizontal coordinates were established by classical geodetic methods
 GF0707.and adjusted by the National Geodetic Survey in September 1999..
 GF0707
 GF0707
 GF0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0707
 GF0707.The geoid height was determined by GEOID03.
 GF0707
 GF0707;                    North         East     Units Scale Factor Converg.
 GF0707;SPC AR N     -   200,209.169   337,645.561   MT  0.99998220   -0 24 11.3
 GF0707;SPC AR N     -   656,852.92  1,107,758.81   sFT  0.99998220   -0 24 11.3
 GF0707;UTM  15      - 3,999,070.771   527,641.601   MT  0.99960941   +0 10 52.2
 GF0707
 GF0707                          SUPERSEDED SURVEY CONTROL
 GF0707
 GF0707  NAD 83(1986)-  36 08 09.41912(N)    092 41 34.00232(W) AD(       ) 4
 GF0707  NAD 27      -  36 08 09.15900(N)    092 41 33.41000(W) AD(       ) 3
 GF0707
 GF0707.Superseded values are not recommended for survey control.
 GF0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0707.See file dsdata.txt to determine how the superseded data were derived.
 GF0707
 GF0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2764299071(NAD 83)
 GF0707_MARKER: 57 = LOOKOUT TOWER
 GF0707
 GF0707  HISTORY     - Date     Condition        Report By
 GF0707  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0707
 GF0707                          STATION DESCRIPTION
 GF0707
 GF0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0707'THE STATION IS ABOUT 6 MILES SOUTH AND 1/2 MILE WEST OF
 GF0707'YELLVILLE.  IT IS A FOUR LEGGED WOOD STRUCTURE ABOUT 120 FEET
 GF0707'HIGH SUPPORTING AN OBSERVATION CABIN.
 GF0707'
 GF0707'A TRAVERSE CONNECTION WAS MADE FROM THE DETERMINED CENTER OF THE
 GF0707'BASE OF THE LOOKOUT TOWER TO TRIANGULATION STATION FRECK AND
 GF0707'THE DISTANCE WAS FOUND TO BE 48.22 FEET AND 14.699 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2936 ***********************************************************************
 EH2936  DESIGNATION -  FREDONIA RESET
 EH2936  PID         -  EH2936
 EH2936  STATE/COUNTY-  AR/PRAIRIE
 EH2936  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH2936
 EH2936                         *CURRENT SURVEY CONTROL
 EH2936  ___________________________________________________________________
 EH2936* NAD 83(1997)-  34 49 37.48336(N)    091 24 31.73302(W)     ADJUSTED  
 EH2936* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 EH2936  ___________________________________________________________________
 EH2936  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 EH2936  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH2936
 EH2936  HORZ ORDER  -  FIRST
 EH2936
 EH2936.The horizontal coordinates were established by classical geodetic methods
 EH2936.and adjusted by the National Geodetic Survey in September 1999..
 EH2936
 EH2936.The orthometric height was scaled from a topographic map.
 EH2936
 EH2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2936
 EH2936.The geoid height was determined by GEOID03.
 EH2936
 EH2936;                    North         East     Units Scale Factor Converg.
 EH2936;SPC AR S     -   639,782.016   454,081.969   MT  1.00001403   +0 19 51.2
 EH2936;SPC AR S     - 2,099,018.16  1,489,767.26   sFT  1.00001403   +0 19 51.2
 EH2936;SPC AR N     -    54,939.966   454,082.407   MT  1.00002259   +0 20 38.4
 EH2936;SPC AR N     -   180,248.87  1,489,768.70   sFT  1.00002259   +0 20 38.4
 EH2936;UTM  15      - 3,855,021.114   645,509.644   MT  0.99986096   +0 54 32.0
 EH2936
 EH2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2936!SPC AR S     -   0.99999496  x   1.00001403  =   1.00000899
 EH2936!SPC AR N     -   0.99999496  x   1.00002259  =   1.00001755
 EH2936!UTM  15      -   0.99999496  x   0.99986096  =   0.99985592
 EH2936
 EH2936|---------------------------------------------------------------------|
 EH2936| PID    Reference Object                     Distance      Geod. Az  |
 EH2936|                                                           dddmmss.s |
 EH2936| CY6062 FREDONIA RM 1                        27.005 METERS 07426     |
 EH2936| CY6064 FREDONIA RM 3                        58.820 METERS 08827     |
 EH2936| CY6061 FREDONIA AZ MK                                     1520734.2 |
 EH2936| CY6065 FREDONIA RM 4                        75.633 METERS 19413     |
 EH2936| EH2933 DEVALLS BLUFF MUNICIPAL TANK        APPROX. 7.0 KM 2252927.6 |
 EH2936| EH3048 LOT 5 MI NW OF DEVALLS BLUFF        APPROX. 9.7 KM 2823413.9 |
 EH2936| CY6063 FREDONIA RM 2                        26.152 METERS 28642     |
 EH2936|---------------------------------------------------------------------|
 EH2936
 EH2936                          SUPERSEDED SURVEY CONTROL
 EH2936
 EH2936  NAD 83(1986)-  34 49 37.48905(N)    091 24 31.72973(W) AD(       ) 1
 EH2936  NAD 27      -  34 49 37.15269(N)    091 24 31.26406(W) AD(       ) 1
 EH2936
 EH2936.Superseded values are not recommended for survey control.
 EH2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2936.See file dsdata.txt to determine how the superseded data were derived.
 EH2936
 EH2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4551055021(NAD 83)
 EH2936_MARKER: DS = TRIANGULATION STATION DISK
 EH2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2936_STAMPING: FREDONIA 1954 1965
 EH2936_PROJECTION: RECESSED 10 CENTIMETERS
 EH2936
 EH2936  HISTORY     - Date     Condition        Report By
 EH2936  HISTORY     - 1965     MONUMENTED       CGS
 EH2936
 EH2936                          STATION DESCRIPTION
 EH2936
 EH2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2936'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 EH2936'REFERENCE MARKS 1 AND 2 WERE DESTROYED.  THE DISTANCE AND
 EH2936'DIRECTION TO THE AZIMUTH MARK CHECKED.  REFERENCE MARKS 3 AND 4
 EH2936'WERE ESTABLISHED AT THIS TIME AND THE STATION MARK WAS LOWERED
 EH2936'TO 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2936'
 EH2936'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS-
 EH2936'
 EH2936'STATION IS NEAR THE NORTHWEST EDGE OF BISCOE, ABOUT 350 FEET
 EH2936'NORTHWEST OF THE BISCOE BAPTIST CHURCH, 250 FEET NORTHEAST OF THE
 EH2936'BISCOE COMMUNITY BUILDING AND ON PROPERTY OF THE CITY.
 EH2936'
 EH2936'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY
 EH2936'33 AT THE WEST EDGE OF BRISCOE, GO NORTH ON HIGHWAY 33 FOR 0.7
 EH2936'MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR
 EH2936'0.25 MILE TO THE STATION ON THE LEFT ABOUT 400 FEET NORTH OF
 EH2936'THE ROAD.
 EH2936'
 EH2936'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED FREDONIA
 EH2936'1954 1965.  IT IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS
 EH2936'4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 396 FEET NORTH
 EH2936'OF THE CENTER OF THE PAVED ROAD, 349 FEET NORTHWEST OF THE
 EH2936'NORTHWEST CORNER OF BISCOE BAPTIST CHURCH, 248 FEET NORTHEAST
 EH2936'OF THE NORTHEAST CORNER OF THE COMMUNITY BUILDING AND 18
 EH2936'FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD.  THE
 EH2936'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 46
 EH2936'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 EH2936'FREDONIA 1954.
 EH2936'
 EH2936'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FREDONIA NO 3 1954
 EH2936'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2936'SURFACE OF THE GROUND.  IT IS 231 FEET NORTHWEST OF THE NORTHWEST
 EH2936'CORNER OF THE CHURCH, 1 FOOT NORTH OF AN 8 INCH POLE AND 21
 EH2936'FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD.
 EH2936'
 EH2936'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FREDONIA NO 4
 EH2936'1954 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2936'WITH THE SURFACE OF THE GROUND.  IT IS 166 FEET NORTH OF THE
 EH2936'CENTERLINE OF THE PAVED ROAD, 21 FEET NORTH OF THE NORTH EDGE
 EH2936'OF A CONCRETE PORCH AND 1 FOOT EAST OF THE NORTHEAST CORNER OF
 EH2936'THE COMMUNITY BUILDING.
 EH2936'
 EH2936'AZIMUTH MARK, A STANDARD DISK STAMPED FREDONIA 1954, IS SET
 EH2936'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS
 EH2936'54 FEET NORTHWEST OF THE CENTERLINE OF A PAVED ROAD, 47 FEET
 EH2936'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING,
 EH2936'1.5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 EH2936'TELEPHONE POLE.
 EH2936'
 EH2936'TO REACH THE AZIMUTH MARK FROM THE PAVED ROAD JUST SOUTH OF THE
 EH2936'STATION, GO EAST AND SOUTH ON A PAVED ROAD FOR 0.3 MILE TO A
 EH2936'CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.1 MILE
 EH2936'TO THE AZIMUTH MARK ON THE RIGHT.
 EH2936'
 EH2936'NOTE - REFERENCE MARKS WITH A 300 FOOT TAPE PULLING 7 KG. TAPE
 EH2936'TENSION.
 EH2936'
 EH2936'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0965 ***********************************************************************
 FG0965  DESIGNATION -  FREEMAN
 FG0965  PID         -  FG0965
 FG0965  STATE/COUNTY-  AR/POPE
 FG0965  USGS QUAD   -  SAND GAP (1980)
 FG0965
 FG0965                         *CURRENT SURVEY CONTROL
 FG0965  ___________________________________________________________________
 FG0965* NAD 83(1997)-  35 39 46.40280(N)    093 04 34.55120(W)     ADJUSTED  
 FG0965* NAVD 88     -       636.293  (meters)    2087.57   (feet)  ADJUSTED  
 FG0965  ___________________________________________________________________
 FG0965  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 FG0965  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0965  DYNAMIC HT  -         635.669 (meters)    2085.52  (feet)  COMP
 FG0965  MODELED GRAV-     979,630.9   (mgal)                       NAVD 88
 FG0965
 FG0965  HORZ ORDER  -  FIRST
 FG0965  VERT ORDER  -  SECOND    CLASS 0
 FG0965
 FG0965.The horizontal coordinates were established by classical geodetic methods
 FG0965.and adjusted by the National Geodetic Survey in September 1999..
 FG0965
 FG0965.The orthometric height was determined by differential leveling
 FG0965.and adjusted by the National Geodetic Survey in June 1991..
 FG0965
 FG0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0965
 FG0965.The geoid height was determined by GEOID03.
 FG0965
 FG0965.The dynamic height is computed by dividing the NAVD 88
 FG0965.geopotential number by the normal gravity value computed on the
 FG0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0965.degrees latitude (g = 980.6199 gals.).
 FG0965
 FG0965.The modeled gravity was interpolated from observed gravity values.
 FG0965
 FG0965;                    North         East     Units Scale Factor Converg.
 FG0965;SPC AR N     -   148,035.768   302,556.827   MT  0.99993687   -0 37 34.6
 FG0965;SPC AR N     -   485,680.68    992,638.52   sFT  0.99993687   -0 37 34.6
 FG0965;UTM  15      - 3,946,561.720   493,097.352   MT  0.99960059   -0 02 40.1
 FG0965
 FG0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0965!SPC AR N     -   0.99990457  x   0.99993687  =   0.99984144
 FG0965!UTM  15      -   0.99990457  x   0.99960059  =   0.99950519
 FG0965
 FG0965|---------------------------------------------------------------------|
 FG0965| PID    Reference Object                     Distance      Geod. Az  |
 FG0965|                                                           dddmmss.s |
 FG0965| FG0964 FREEMAN RM 1                          9.259 METERS 06536     |
 FG0965| FG0966 FREEMAN RM 2                                       21010     |
 FG0965| FG1810 PILOT KNOB OLD LOT                  APPROX.17.9 KM 2415241.8 |
 FG0965| FG1817 DEVILS                              APPROX.30.5 KM 2825806.7 |
 FG0965|---------------------------------------------------------------------|
 FG0965
 FG0965                          SUPERSEDED SURVEY CONTROL
 FG0965
 FG0965  NAD 83(1986)-  35 39 46.41481(N)    093 04 34.55361(W) AD(       ) 1
 FG0965  NAD 27      -  35 39 46.12400(N)    093 04 33.94300(W) AD(       ) 1
 FG0965  NGVD 29 (??/??/92)  636.218  (m)         2087.33   (f) ADJ UNCH    2 0
 FG0965
 FG0965.Superseded values are not recommended for survey control.
 FG0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0965.See file dsdata.txt to determine how the superseded data were derived.
 FG0965
 FG0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9309746562(NAD 83)
 FG0965_MARKER: DB = BENCH MARK DISK
 FG0965_SETTING: 80 = SET IN A BOULDER
 FG0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0965+STABILITY: SURFACE MOTION
 FG0965
 FG0965  HISTORY     - Date     Condition        Report By
 FG0965  HISTORY     - 1928     MONUMENTED       CGS
 FG0965  HISTORY     - 1934     GOOD             NGS
 FG0965  HISTORY     - 1954     GOOD             CGS
 FG0965  HISTORY     - 1971     GOOD             NGS
 FG0965
 FG0965                          STATION DESCRIPTION
 FG0965
 FG0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 FG0965'ABOUT 35 MILES NORTH OF RUSSELLVILLE, AT FREEMAN SPRINGS
 FG0965'LOOKOUT STATION OF OZARK NATIONAL FOREST, 200 METERS (656 FT)
 FG0965'NORTH OF HWY 7, AND 250 METERS (820 FT) EAST OF FREEMAN SPRINGS
 FG0965'HOTEL.  STATION IS UNDER THE NORTHWEST CORNER OF NEW LOOKOUT
 FG0965'TOWER, IN THE RANGERS YARD, 4.6 METERS (15 FT) SOUTH OF FENCE
 FG0965'ON NORTH SIDE OF YARD, AND 9.2 METERS (30 FT) WEST OF EAST
 FG0965'FENCE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FG0965'DISKS IN BOULDERS.  UPPER MARK IS FLUSH WITH SURFACE, AND
 FG0965'LOWER MARK 5 FEET BELOW SURFACE.  REFERENCE MARKS ARE STANDARD
 FG0965'REFERENCE DISKS IN BOULDERS.  NO. 1 IS IN
 FG0965'NORTHEAST FENCE CORNER OF YARD, 9.240 METERS (30.31 FT) FROM
 FG0965'STATION, N 65 DEG 36 MIN E.  NO. 2 IN SOUTHWEST
 FG0965'FENCE CORNER, 21.525 METERS (70.62 FT) (SLOPE DISTANCE)
 FG0965'FROM STATION, S 30 DEG 10 MIN W.
 FG0965
 FG0965                          STATION RECOVERY (1934)
 FG0965
 FG0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG0965'26.6 MI NW FROM DOVER.
 FG0965'26.6 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT
 FG0965'DOVER, AT THE FREEMAN SPRINGS LOOKOUT STATION OF THE OZARK NATIONAL
 FG0965'FOREST, ON THE HIGHEST POINT OF A KNOLL UNDER THE OBSERVATION TOWER,
 FG0965'AND IN THE TOP OF A BOULDER.  THE MARK IS 14.0 FEET SOUTHWEST OF THE
 FG0965'NORTHEAST LEG OF A LOOKOUT TOWER, 2.2 FEET WEST OF THE LADDER LEADING
 FG0965'TO THE TOP OF THE LOOKOUT TOWER AND 1.3 FEET SOUTHEAST OF THE
 FG0965'NORTHEAST CORNER OF A SMALL FRAME BUILDING UNDER THE TOWER.
 FG0965
 FG0965                          STATION RECOVERY (1954)
 FG0965
 FG0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG0965'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FG0965'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FG0965'
 FG0965'A U.S. FORESTRY SERVICE LOOKOUT TOWER HAS BEEN BUILT OVER
 FG0965'THE STATION MARK AND THE GENERATOR HOUSE UNDER THE TOWER MAKES
 FG0965'IT IMPOSSIBLE TO SET AN INSTRUMENT OVER THE MARK.
 FG0965'
 FG0965'REFERENCE MARK NO. 3 WAS SET AND OCCUPIED.  A NEW DESCRIPTION
 FG0965'IS WRITTEN FOR FREEMAN R.M. 3.
 FG0965
 FG0965                          STATION RECOVERY (1971)
 FG0965
 FG0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG0965'NO OBSERVATIONS TAKEN.
 FG0965'
 FG0965'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 FG0965'CONDITION.  THE STATION MARK CAN NO LONGER BE OCCUPIED DUE TO ITS
 FG0965'PROXIMITY TO A BUILDING AND A LADDER LEADING TO THE TOP OF A
 FG0965'LOOKOUT TOWER.  REFERENCE MARK 2 IS OBSTRUCTED AND REFERENCE MARK 1
 FG0965'IS OBSTRUCTED VISUALLY.  DUE TO THE ABOVE AND CHANGES IN
 FG0965'LOCAL OBJECTS A NEW COMPLETE DESCRIPTION FOLLOWS.
 FG0965'
 FG0965'THE STATION IS ABOUT 18-1/2 MILES NORTH AND 2-1/4 MILES EAST OF
 FG0965'DOVER, 7-1/4 MILES SOUTH OF THE VILLAGE OF LURTON AND 0.1 MILE NORTH
 FG0965'OF STATE HIGHWAY 7, IN THE NORTHWEST 1/4 OF SEC. 25, T 12 N. R
 FG0965'20 W, UNDER THE TURNPIKE LOOKOUT TOWER IN THE OZARK NATIONAL
 FG0965'FOREST.
 FG0965'
 FG0965'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 27 IN
 FG0965'DOVER, GO NORTHERLY ON HIGHWAY 7 FOR 18.5 MILES TO THE BOOGER HOLLOW
 FG0965'TRADING POST ON THE RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 7 FOR 3.9
 FG0965'MILES TO A GRAVELED SIDE ROAD RIGHT AT A SIGN TURNPIKE LOOKOUT
 FG0965'TOWER.  TURN RIGHT AND GO EAST THEN NORTH ON GRAVELED ROAD FOR 0.2
 FG0965'MILE TO THE TOP OF THE HILL, THE LOOKOUT TOWER AND THE STATION.
 FG0965'
 FG0965'STATION MARK IS A STANDARD DISK, STAMPED FREEMAN 1928, CEMENTED IN A
 FG0965'DRILL HOLE IN A 2 X 2 FOOT BOULDER, THAT PROJECTS 4 INCHES ABOVE THE
 FG0965'GROUND.  IT IS 14.0 FEET SOUTHWEST OF THE NORTHEAST LEG OF THE
 FG0965'LOOKOUT TOWER, 2.2 FEET WEST OF THE LADDER LEADING TO THE TOP OF THE
 FG0965'TOWER AND 1.3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL
 FG0965'FRAME BUILDING UNDER THE LOOKOUT TOWER.
 FG0965'
 FG0965'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FREEMAN NO 1 1928,
 FG0965'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER, THAT PROJECTS 1
 FG0965'INCH ABOVE THE GROUND.  IT IS 35.8 FEET SOUTH OF THE SOUTHWEST CORNER
 FG0965'OF A CONCRETE BLOCK BUILDING, 17.0 FEET EAST OF THE NORTHEAST LEG OF
 FG0965'THE LOOKOUT TOWER, 13.0 FEET SOUTH OF THE CENTERLINE OF A TRACK
 FG0965'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG0965'
 FG0965'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FREEMAN NO 2 1928,
 FG0965'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 2 FOOT BOULDER, THAT PROJECTS
 FG0965'2 INCHES ABOVE THE GROUND.  IT IS 58.8 FEET SOUTH OF A POWER LINE
 FG0965'POLE NUMBERED 6520-2533, 58.7 FEET SOUTHWEST OF THE SOUTHWEST LEG
 FG0965'OF THE LOOKOUT TOWER, 11.0 FEET NORTH OF THE CENTERLINE OF THE
 FG0965'TRACK ROAD.
 FG0965'
 FG0965'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FREEMAN NO 3 1928, SET
 FG0965'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 FG0965'WITH THE GROUND SURFACE.  IT IS 58.5 FEET SOUTHWEST OF THE POWER
 FG0965'LINE POLE NUMBERED 6520-2433, 44.5 FEET SOUTH OF THE SOUTHEAST LEG
 FG0965'OF THE LOOKOUT TOWER AND 28.0 FEET NORTH OF THE CENTERLINE OF THE
 FG0965'TRACK ROAD.
 FG0965'
 FG0965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/4 MILES SOUTH
 FG0965'OF LURTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3031 ***********************************************************************
 EH3031  DESIGNATION -  FREEMAN
 EH3031  PID         -  EH3031
 EH3031  STATE/COUNTY-  AR/JEFFERSON
 EH3031  USGS QUAD   -  ALTHEIMER (1971)
 EH3031
 EH3031                         *CURRENT SURVEY CONTROL
 EH3031  ___________________________________________________________________
 EH3031* NAD 83(1997)-  34 22 28.77638(N)    091 47 46.88020(W)     ADJUSTED  
 EH3031* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 EH3031  ___________________________________________________________________
 EH3031  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 EH3031  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EH3031
 EH3031  HORZ ORDER  -  FIRST
 EH3031
 EH3031.The horizontal coordinates were established by classical geodetic methods
 EH3031.and adjusted by the National Geodetic Survey in September 1999..
 EH3031
 EH3031.The orthometric height was scaled from a topographic map.
 EH3031
 EH3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3031
 EH3031.The geoid height was determined by GEOID03.
 EH3031
 EH3031;                    North         East     Units Scale Factor Converg.
 EH3031;SPC AR S     -   589,457.715   418,729.433   MT  0.99993604   +0 06 50.3
 EH3031;SPC AR S     - 1,933,912.52  1,373,781.48   sFT  0.99993604   +0 06 50.3
 EH3031;UTM  15      - 3,804,355.177   610,666.548   MT  0.99975096   +0 40 46.7
 EH3031
 EH3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3031!SPC AR S     -   0.99999486  x   0.99993604  =   0.99993090
 EH3031!UTM  15      -   0.99999486  x   0.99975096  =   0.99974582
 EH3031
 EH3031:                Primary Azimuth Mark                     Grid Az
 EH3031:SPC AR S     -  HUMPHREY RAD STA KBJ 59 MAST             056 19 34.3
 EH3031:UTM  15      -  HUMPHREY RAD STA KBJ 59 MAST             055 45 37.9
 EH3031
 EH3031|---------------------------------------------------------------------|
 EH3031| PID    Reference Object                     Distance      Geod. Az  |
 EH3031|                                                           dddmmss.s |
 EH3031| EH3027 HUMPHREY RAD STA KBJ 59 MAST        APPROX. 4.1 KM 0562624.6 |
 EH3031| EH2997 HUMPHREY MUNICIPAL TANK             APPROX. 9.9 KM 0580629.5 |
 EH3031| CY6068 FREEMAN RM 1                         36.137 METERS 15814     |
 EH3031| EH3032 WABBASEKA MUNICIPAL TANK            APPROX. 1.5 KM 1750017.6 |
 EH3031| EH3033 ALTHEIMER MUNICIPAL TANK            APPROX. 7.8 KM 2174552.4 |
 EH3031| EH3016 PINE BLUFF FED COMP NO 2 SE TK      APPROX.23.0 KM 2240918.7 |
 EH3031| EH3018 PINE BLUFF FED COMP NO 2 NW TK      APPROX.23.2 KM 2245319.4 |
 EH3031| EH3020 PINE BLUFF STANDPIPE                APPROX.23.6 KM 2265725.7 |
 EH3031| EJ1787 PINE BLUFF RADIO STA KOTN MAST      APPROX.25.3 KM 2285421.4 |
 EH3031| EJ1799 PINE BLUFF ARK POWER LT E STK       APPROX.26.2 KM 2305814.4 |
 EH3031| EJ1789 PINE BLUFF ARK POWER LT W STK       APPROX.26.2 KM 2310311.1 |
 EH3031| CY6069 FREEMAN RM 2                         49.737 METERS 23740     |
 EH3031| CY6066 FREEMAN AZ MK                                      3181325.4 |
 EH3031| CY6067 FREEMAN AZ MK RESET                                3303728.2 |
 EH3031|---------------------------------------------------------------------|
 EH3031
 EH3031                          SUPERSEDED SURVEY CONTROL
 EH3031
 EH3031  NAD 83(1986)-  34 22 28.78408(N)    091 47 46.87377(W) AD(       ) 1
 EH3031  NAD 27      -  34 22 28.43468(N)    091 47 46.39864(W) AD(       ) 1
 EH3031
 EH3031.Superseded values are not recommended for survey control.
 EH3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3031.See file dsdata.txt to determine how the superseded data were derived.
 EH3031
 EH3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1066704355(NAD 83)
 EH3031_MARKER: DS = TRIANGULATION STATION DISK
 EH3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3031+STABILITY: SURFACE MOTION
 EH3031
 EH3031  HISTORY     - Date     Condition        Report By
 EH3031  HISTORY     - 1938     MONUMENTED       CGS
 EH3031  HISTORY     - 1965     GOOD             CGS
 EH3031  HISTORY     - 19980801 POOR             NRCS
 EH3031
 EH3031                          STATION DESCRIPTION
 EH3031
 EH3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 EH3031'STATION FREEMAN IS LOCATED ABOUT 1 MILE N OF WABBASEKA ON THE
 EH3031'W SIDE OF ARKANSAS 3 ON LAND OWNED AND OCCUPIED BY J.C. FREEMAN IN
 EH3031'THE SE 1/4 OF SEC. 7, T 4 S, R 7 W.  IT IS IN A SMALL PASTURE
 EH3031'FIELD N OF MR. FREEMANS HOUSE ABOUT 79 FEET W OF THE CENTER
 EH3031'LINE OF ARKANSAS 3, 49 FEET W OF THE E PASTURE FENCE,
 EH3031'105 FEET N OF THE S PASTURE FENCE.  THIS FENCE IS THE N
 EH3031'FENCE OF LANE ALONG THE N SIDE OF FREEMANS HOUSE.  THE
 EH3031'MARK PROJECTS 6 INCHES.
 EH3031'
 EH3031'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EH3031'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH3031'
 EH3031'REFERENCE MARK NO.1 IS SSE OF THE STATION IN N-S FENCE
 EH3031'LINE, 8 FEET N OF THE SE FENCE CORNER OF PASTURE, 30 FEET
 EH3031'W OF THE CENTER LINE OF ARKANSAS 3, AND PROJECTING 8 INCHES.
 EH3031'REFERENCE MARK NO.2 IS SW OF THE STATION IN AN E-W FENCE LINE
 EH3031'AND PROJECTING 8 INCHES.
 EH3031'
 EH3031'AZIMUTH MARK IS NW OF THE STATION, 30 FEET N OF THE CENTER
 EH3031'LINE OF ROAD, 18 FEET SE OF THE SE CORNER OF HOUSE, AND
 EH3031'PROJECTING 6 INCHES.  TO REACH THE AZIMUTH FROM THE STATION
 EH3031'DRIVE N ON ARKANSAS 3 FOR 0.4 MILE, THENCE LEFT ON DIRT
 EH3031'ROAD FOR 0.4 MILE TO HOUSE ON THE RIGHT AND THE MARK.
 EH3031'
 EH3031'STATION WAS REACHED FROM WABBASEKA AND THE JUNCTION OF U.S.
 EH3031'HIGHWAY 79, PAVED, AND ARKANSAS 3, MACADAM, AT THE E SIDE
 EH3031'OF TOWN WHICH IS JUST N OF THE DEPOT, BY DRIVING N ON ARKANSAS 3
 EH3031'FOR 0.8 MILE TO THE FREEMAN HOUSE AND THE STATION ON THE LEFT
 EH3031'OR W SIDE OF THE ROAD.
 EH3031'
 EH3031'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 EH3031
 EH3031                          STATION RECOVERY (1965)
 EH3031
 EH3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3031'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EH3031'CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND AND SHOULD BE
 EH3031'CONSIDERED LOST.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 EH3031'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED.
 EH3031'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 EH3031'
 EH3031'STATION IS 0.35 MILE NORTH OF THE J.S. WALKER HIGH SCHOOL,
 EH3031'ABOUT 1.0 MILE NORTH OF WABBASEKA AND ON THE PROPERTY OF
 EH3031'MRS. J.C. FREEMAN.
 EH3031'
 EH3031'TO REACH THE STATION FROM THE J.S. WALKER HIGH SCHOOL ABOUT
 EH3031'0.5 MILE NORTH OF WABBASEKA, GO NORTH ON A PAVED ROAD FOR
 EH3031'0.35 MILE TO THE STATION ON THE LEFT IN A CULTIVATED FIELD.
 EH3031'
 EH3031'THE SURFACE STATION MARK IS A STANDARD STATION MARK DISK
 EH3031'STAMPED FREEMAN 1938, SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH3031'PROJECTS 2 INCHES.  IT IS 72 FEET SOUTHWEST OF A
 EH3031'POWER POLE, 76 FEET WEST OF THE CENTERLINE OF A PAVED ROAD,
 EH3031'145 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER ON IT AND
 EH3031'161 FEET NORTH OF THE NORTHEAST CORNER OF THE FREEMAN HOUSE.
 EH3031'THE UNDERGROUND MARK WAS NOT INSPECTED.
 EH3031'
 EH3031'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FREEMAN 1938 NO 1,
 EH3031'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH3031'IT IS 30 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 28 FEET
 EH3031'NORTH OF THE POWER POLE WITH THE TRANSFORMER ON IT AND 65
 EH3031'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FREEMAN HOUSE.
 EH3031'
 EH3031'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FREEMAN 1938 NO 2,
 EH3031'A STANDARD DISK, IS SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH3031'PROJECTS 10 INCHES.  IT IS 12 FEET NORTH OF A WIRE FENCE, 38
 EH3031'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BARN AND 113
 EH3031'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD.
 EH3031'
 EH3031'AZIMUTH MARK, A STANDARD DISK STAMPED FREEMAN 1938 RESET
 EH3031'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH3031'WITH THE SURFACE OF THE GROUND.  IT IS 1.5 FEET SOUTH OF A METAL
 EH3031'WITNESS POST, 10 FEET NORTH OF THE CENTER OF A DIRT ROAD
 EH3031'AND 16 FEET EAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE.
 EH3031'
 EH3031'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 EH3031'THE PAVED ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND
 EH3031'GO WEST ON A DIRT ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 EH3031'THE RIGHT JUST BEFORE REACHING A WOODEN BRIDGE.
 EH3031'
 EH3031'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH3031
 EH3031                          STATION RECOVERY (1998)
 EH3031
 EH3031'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3031'MARK IS IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1813 ***********************************************************************
 EJ1813  DESIGNATION -  FREEMAN
 EJ1813  PID         -  EJ1813
 EJ1813  STATE/COUNTY-  AR/GRANT
 EJ1813  USGS QUAD   -  MILLERVILLE (1984)
 EJ1813
 EJ1813                         *CURRENT SURVEY CONTROL
 EJ1813  ___________________________________________________________________
 EJ1813* NAD 83(1997)-  34 10 56.44101(N)    092 23 54.96639(W)     ADJUSTED  
 EJ1813* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 EJ1813  ___________________________________________________________________
 EJ1813  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 EJ1813  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EJ1813
 EJ1813  HORZ ORDER  -  SECOND
 EJ1813
 EJ1813.The horizontal coordinates were established by classical geodetic methods
 EJ1813.and adjusted by the National Geodetic Survey in September 1999..
 EJ1813
 EJ1813.The orthometric height was scaled from a topographic map.
 EJ1813
 EJ1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1813
 EJ1813.The geoid height was determined by GEOID03.
 EJ1813
 EJ1813;                    North         East     Units Scale Factor Converg.
 EJ1813;SPC AR S     -   568,179.106   363,257.098   MT  0.99992179   -0 13 23.1
 EJ1813;SPC AR S     - 1,864,100.95  1,191,786.00   sFT  0.99992179   -0 13 23.1
 EJ1813;UTM  15      - 3,782,537.711   555,419.250   MT  0.99963786   +0 20 16.4
 EJ1813
 EJ1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1813!SPC AR S     -   0.99999155  x   0.99992179  =   0.99991334
 EJ1813!UTM  15      -   0.99999155  x   0.99963786  =   0.99962941
 EJ1813
 EJ1813|---------------------------------------------------------------------|
 EJ1813| PID    Reference Object                     Distance      Geod. Az  |
 EJ1813|                                                           dddmmss.s |
 EJ1813| CY6071 FREEMAN RM 1                         31.034 METERS 05034     |
 EJ1813| CY6070 FREEMAN AZ MK                                      1782814.3 |
 EJ1813| EJ1833 LEOLA H G TOLER AND SONS TANK       APPROX.18.3 KM 2715005.9 |
 EJ1813| CY6072 FREEMAN RM 2                         29.617 METERS 32313     |
 EJ1813|---------------------------------------------------------------------|
 EJ1813
 EJ1813                          SUPERSEDED SURVEY CONTROL
 EJ1813
 EJ1813  NAD 83(1986)-  34 10 56.45118(N)    092 23 54.95772(W) AD(       ) 2
 EJ1813  NAD 27      -  34 10 56.09888(N)    092 23 54.40449(W) AD(       ) 2
 EJ1813
 EJ1813.Superseded values are not recommended for survey control.
 EJ1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1813.See file dsdata.txt to determine how the superseded data were derived.
 EJ1813
 EJ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5541982538(NAD 83)
 EJ1813_MARKER: DS = TRIANGULATION STATION DISK
 EJ1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1813+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 EJ1813
 EJ1813  HISTORY     - Date     Condition        Report By
 EJ1813  HISTORY     - 1964     MONUMENTED       CGS
 EJ1813  HISTORY     - 20040810 GOOD             ARHD
 EJ1813
 EJ1813                          STATION DESCRIPTION
 EJ1813
 EJ1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1813'THE STATION IS IN FRONT OF AN ABANDONED FARM HOUSE, ON THE EAST
 EJ1813'SIDE OF U.S. HIGHWAY 167, ABOUT 8-1/2 MILES SOUTH OF SHERIDAN,
 EJ1813'IN THE NORTHEAST 1/4 OF SECTION 22, T 6 S, R 13 W. AND ON THE
 EJ1813'PROPERTY OF MR. R.E. FREEMAN.  IT IS 17 FEET NORTHWEST OF A FENCE
 EJ1813'CORNER, 16 FEET NORTHWEST OF A WITNESS POST, 24 FEET SOUTHEAST OF
 EJ1813'THE CENTERLINE OF A GRAVELED DRIVEWAY, 52 FEET SOUTH OF A 36 INCH
 EJ1813'OAK TREE, 72 FEET SOUTHWEST OF A POWER POLE, 124 FEET
 EJ1813'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD FARM HOUSE AND
 EJ1813'142 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 167.  THE
 EJ1813'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED FREEMAN
 EJ1813'1964.
 EJ1813'
 EJ1813'TO REACH FROM THE INTERSECTION U.S. HIGHWAYS 167 AND 270 AND
 EJ1813'STATE HIGHWAY 35 IN SHERIDAN, GO SOUTHERLY ON STATE HIGHWAY
 EJ1813'35 AND U.S. HIGHWAY 167 FOR 5.8 MILES TO WHERE STATE HIGHWAY 35
 EJ1813'TURNS EAST.  CONTINUE SOUTHERLY ON U.S. HIGHWAY 167 FOR 3.0 MILES
 EJ1813'TO A GRAVELED DRIVEWAY LEFT AND THE STATION ON THE LEFT.
 EJ1813'
 EJ1813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 EJ1813'167 FOR 0.35 MILE TO THE MARK ON THE LEFT.
 EJ1813'
 EJ1813'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE, 15 FEET NORTH OF
 EJ1813'A T-FENCE CORNER, 31 FEET WEST OF THE SOUTHWEST CORNER OF THE
 EJ1813'FARM HOUSE AND 34 FEET NORTHEAST OF THE POWER POLE.  THE MONUMENT
 EJ1813'PROJECTS 2 INCHES AND THE DISK IS STAMPED FREEMAN NO 1 1964.
 EJ1813'
 EJ1813'REFERENCE MARK 2 IS 72 FEET NORTHWEST OF THE CENTERLINE OF THE
 EJ1813'DRIVEWAY, 53 FEET WEST OF THE 36 INCH OAK TREE, 100 FEET
 EJ1813'SOUTHEAST OF A TELEPHONE POLE AND 110 FEET NORTHEAST OF THE
 EJ1813'CENTERLINE OF HIGHWAY 167.  THE MONUMENT IS FLUSH AND THE DISK
 EJ1813'IS STAMPED FREEMAN NO 2 1964.
 EJ1813'
 EJ1813'THE AZIMUTH MARK IS 1 FOOT NORTH OF A TELEPHONE POLE, 2 FEET
 EJ1813'NORTH OF A WITNESS POST AND 60 FEET EAST OF THE CENTERLINE OF
 EJ1813'HIGHWAY 167.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 EJ1813'STAMPED FREEMAN 1964.
 EJ1813'
 EJ1813'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EJ1813
 EJ1813                          STATION RECOVERY (2004)
 EJ1813
 EJ1813'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 EJ1813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0964 ***********************************************************************
 FG0964  DESIGNATION -  FREEMAN RM 1
 FG0964  PID         -  FG0964
 FG0964  STATE/COUNTY-  AR/POPE
 FG0964  USGS QUAD   -  SAND GAP (1980)
 FG0964
 FG0964                         *CURRENT SURVEY CONTROL
 FG0964  ___________________________________________________________________
 FG0964* NAD 83(1986)-  35 39 46.     (N)    093 04 34.     (W)     SCALED    
 FG0964* NAVD 88     -       635.950  (meters)    2086.45   (feet)  ADJUSTED  
 FG0964  ___________________________________________________________________
 FG0964  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0964  DYNAMIC HT  -         635.326 (meters)    2084.40  (feet)  COMP
 FG0964  MODELED GRAV-     979,630.9   (mgal)                       NAVD 88
 FG0964
 FG0964  VERT ORDER  -  SECOND    CLASS 0
 FG0964
 FG0964.The horizontal coordinates were scaled from a topographic map and have
 FG0964.an estimated accuracy of +/- 6 seconds.
 FG0964
 FG0964.The orthometric height was determined by differential leveling
 FG0964.and adjusted by the National Geodetic Survey in June 1991..
 FG0964
 FG0964.The geoid height was determined by GEOID03.
 FG0964
 FG0964.The dynamic height is computed by dividing the NAVD 88
 FG0964.geopotential number by the normal gravity value computed on the
 FG0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0964.degrees latitude (g = 980.6199 gals.).
 FG0964
 FG0964.The modeled gravity was interpolated from observed gravity values.
 FG0964
 FG0964;                    North         East    Units  Estimated Accuracy
 FG0964;SPC AR N     -   148,020.      302,570.      MT  (+/- 180 meters Scaled)
 FG0964
 FG0964                          SUPERSEDED SURVEY CONTROL
 FG0964
 FG0964  NGVD 29 (??/??/92)  635.875  (m)         2086.20   (f) ADJ UNCH    2 0
 FG0964
 FG0964.Superseded values are not recommended for survey control.
 FG0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0964.See file dsdata.txt to determine how the superseded data were derived.
 FG0964
 FG0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV931465(NAD 83)
 FG0964_MARKER: DB = BENCH MARK DISK
 FG0964_SETTING: 80 = SET IN A BOULDER
 FG0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0964+STABILITY: SURFACE MOTION
 FG0964
 FG0964  HISTORY     - Date     Condition        Report By
 FG0964  HISTORY     - 1928     MONUMENTED       CGS
 FG0964  HISTORY     - 1934     GOOD             NGS
 FG0964
 FG0964                          STATION DESCRIPTION
 FG0964
 FG0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0964'26.6 MI NW FROM DOVER.
 FG0964'26.6 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT
 FG0964'DOVER, AT THE FREEMAN SPRINGS LOOKOUT STATION OF THE OZARK NATIONAL
 FG0964'FOREST, 10 FEET NORTHEAST OF THE NORTH SUPPORTING COLUMN OF THE
 FG0964'OBSERVATION TOWER, 1 FOOT SOUTH OF A FENCE, AND IN THE TOP OF A
 FG0964'BOULDER.  THE MARK IS 35.8 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FG0964'CONCRETE BLOCK BUILDING, 17.0 FEET EAST OF THE NORTHEAST LEG OF A
 FG0964'LOOKOUT TOWER AND 13.0 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0966 ***********************************************************************
 FG0966  DESIGNATION -  FREEMAN RM 2
 FG0966  PID         -  FG0966
 FG0966  STATE/COUNTY-  AR/POPE
 FG0966  USGS QUAD   -  SAND GAP (1980)
 FG0966
 FG0966                         *CURRENT SURVEY CONTROL
 FG0966  ___________________________________________________________________
 FG0966* NAD 83(1986)-  35 39 46.     (N)    093 04 34.     (W)     SCALED    
 FG0966* NAVD 88     -       635.476  (meters)    2084.89   (feet)  ADJUSTED  
 FG0966  ___________________________________________________________________
 FG0966  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0966  DYNAMIC HT  -         634.852 (meters)    2082.84  (feet)  COMP
 FG0966  MODELED GRAV-     979,630.9   (mgal)                       NAVD 88
 FG0966
 FG0966  VERT ORDER  -  SECOND    CLASS 0
 FG0966
 FG0966.The horizontal coordinates were scaled from a topographic map and have
 FG0966.an estimated accuracy of +/- 6 seconds.
 FG0966
 FG0966.The orthometric height was determined by differential leveling
 FG0966.and adjusted by the National Geodetic Survey in June 1991..
 FG0966
 FG0966.The geoid height was determined by GEOID03.
 FG0966
 FG0966.The dynamic height is computed by dividing the NAVD 88
 FG0966.geopotential number by the normal gravity value computed on the
 FG0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0966.degrees latitude (g = 980.6199 gals.).
 FG0966
 FG0966.The modeled gravity was interpolated from observed gravity values.
 FG0966
 FG0966;                    North         East    Units  Estimated Accuracy
 FG0966;SPC AR N     -   148,020.      302,570.      MT  (+/- 180 meters Scaled)
 FG0966
 FG0966                          SUPERSEDED SURVEY CONTROL
 FG0966
 FG0966  NGVD 29 (??/??/92)  635.401  (m)         2084.64   (f) ADJ UNCH    2 0
 FG0966
 FG0966.Superseded values are not recommended for survey control.
 FG0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0966.See file dsdata.txt to determine how the superseded data were derived.
 FG0966
 FG0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV931465(NAD 83)
 FG0966_MARKER: DB = BENCH MARK DISK
 FG0966_SETTING: 80 = SET IN A BOULDER
 FG0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0966+STABILITY: SURFACE MOTION
 FG0966
 FG0966  HISTORY     - Date     Condition        Report By
 FG0966  HISTORY     - 1928     MONUMENTED       CGS
 FG0966  HISTORY     - 1934     GOOD             NGS
 FG0966
 FG0966                          STATION DESCRIPTION
 FG0966
 FG0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0966'26.6 MI NW FROM DOVER.
 FG0966'26.6 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT
 FG0966'DOVER, AT THE FREEMAN SPRINGS LOOKOUT STATION OF THE OZARK NATIONAL
 FG0966'FOREST, 65 FEET SOUTH OF THE OBSERVATION TOWER, 6 FEET NORTH OF THE
 FG0966'SOUTH CORNER OF THE YARD, AND IN THE TOP OF A BOULDER.  THE MARK IS
 FG0966'58.8 FEET SOUTH OF A POWER LINE POLE NUMBERED 6520-2533, 58.7 FEET
 FG0966'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 11.0 FEET
 FG0966'NORTH OF THE CENTERLINE OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1805 ***********************************************************************
 FG1805  DESIGNATION -  FREEMAN RM 3
 FG1805  PID         -  FG1805
 FG1805  STATE/COUNTY-  AR/POPE
 FG1805  USGS QUAD   -  SAND GAP (1980)
 FG1805
 FG1805                         *CURRENT SURVEY CONTROL
 FG1805  ___________________________________________________________________
 FG1805* NAD 83(1997)-  35 39 45.87766(N)    093 04 34.55023(W)     ADJUSTED  
 FG1805* NAVD 88     -       636.2    (meters)    2087.     (feet)  VERTCON   
 FG1805  ___________________________________________________________________
 FG1805  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 FG1805  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG1805
 FG1805  HORZ ORDER  -  FIRST
 FG1805
 FG1805.The horizontal coordinates were established by classical geodetic methods
 FG1805.and adjusted by the National Geodetic Survey in September 1999..
 FG1805
 FG1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1805
 FG1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1805
 FG1805.The geoid height was determined by GEOID03.
 FG1805
 FG1805;                    North         East     Units Scale Factor Converg.
 FG1805;SPC AR N     -   148,019.584   302,556.675   MT  0.99993687   -0 37 34.6
 FG1805;SPC AR N     -   485,627.59    992,638.02   sFT  0.99993687   -0 37 34.6
 FG1805;UTM  15      - 3,946,545.541   493,097.364   MT  0.99960059   -0 02 40.1
 FG1805
 FG1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1805!SPC AR N     -   0.99990458  x   0.99993687  =   0.99984146
 FG1805!UTM  15      -   0.99990458  x   0.99960059  =   0.99950521
 FG1805
 FG1805|---------------------------------------------------------------------|
 FG1805| PID    Reference Object                     Distance      Geod. Az  |
 FG1805|                                                           dddmmss.s |
 FG1805| FG1806 TURNPIKE LOT                         16.095 METERS 00134     |
 FG1805| FG0964 FREEMAN RM 1                         21.702 METERS 02246     |
 FG1805| FG1786 WALKER LOOKOUT TOWER                APPROX.19.4 KM 0871117.1 |
 FG1805| FG1807 LADD                                APPROX.13.5 KM 1911857.1 |
 FG1805| FG0966 FREEMAN RM 2                         11.103 METERS 25729     |
 FG1805| FG1800 DEER STATE POLICE RELAY MAST        APPROX.21.3 KM 3273431.8 |
 FG1805| FG1799 DEER LOT                            APPROX.24.1 KM 3310418.8 |
 FG1805| FG0965 FREEMAN                              16.185 METERS 35955     |
 FG1805|---------------------------------------------------------------------|
 FG1805
 FG1805                          SUPERSEDED SURVEY CONTROL
 FG1805
 FG1805  NAD 83(1986)-  35 39 45.88964(N)    093 04 34.55264(W) AD(       ) 1
 FG1805  NAD 27      -  35 39 45.59900(N)    093 04 33.94200(W) AD(       ) 1
 FG1805  NGVD 29 (07/19/86)  636.1    (m)         2087.     (f) VERT ANG       
 FG1805
 FG1805.Superseded values are not recommended for survey control.
 FG1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1805.See file dsdata.txt to determine how the superseded data were derived.
 FG1805
 FG1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9309746546(NAD 83)
 FG1805_MARKER: DS = TRIANGULATION STATION DISK
 FG1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1805
 FG1805  HISTORY     - Date     Condition        Report By
 FG1805  HISTORY     - 1954     MONUMENTED       CGS
 FG1805  HISTORY     - 1971     GOOD             NGS
 FG1805
 FG1805                          STATION DESCRIPTION
 FG1805
 FG1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1805'THE STATION IS ABOUT 20 MILES NORTH OF DOVER, 7 MILES SOUTH
 FG1805'OF LURTON, 0.1 MILE EAST OF STATE HIGHWAY 7, AT THE TURNPIKE
 FG1805'LOOKOUT TOWER AND ON THE HIGHEST HILL IN THE VICINITY, 28 FEET
 FG1805'NORTH OF A DRIVEWAY, 20 FEET WEST OF THE RANGERS HOUSE, 4
 FG1805'FEET NORTHEAST OF A RAIN GUAGE AND 15 FEET EAST OF A SMALL
 FG1805'THERMOMETER HOUSE.
 FG1805'
 FG1805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 FG1805'AND 27 IN DOVER, GO NORTH ON STATE HIGHWAY 7 FOR 24.05 MILES
 FG1805'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO UP A STEEP
 FG1805'HILL TO THE SUMMIT, THE LOOKOUT TOWER AND THE STATION MARK
 FG1805'AS DESCRIBED.
 FG1805'
 FG1805'THE STATION MARK IS A STANDARD REFERENCE MARK DISK.  THE MARK
 FG1805'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FREEMAN NO
 FG1805'3 1928.
 FG1805'
 FG1805'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE NORTHEAST LEG OF
 FG1805'THE LOOKOUT TOWER, AND 7 FEET NORTHEAST OF AN ABANDONED LOOKOUT
 FG1805'TOWER CONCRETE FOUNDATION.  THE MARK PROJECTS 6 INCHES AND
 FG1805'THE DISK IS STAMPED FREEMAN NO 1 1928.
 FG1805'
 FG1805'REFERENCE MARK NO. 2 IS 23 FEET WEST OF THE THERMOMETER HOUSE
 FG1805'AND 8 FEET NORTH OF THE DRIVEWAY.  THE MARK IS FLUSH WITH THE
 FG1805'GROUND AND THE DISK IS STAMPED FREEMAN NO 2 1928.
 FG1805'
 FG1805'FREEMAN 1928 IS UNDER THE LOOKOUT TOWER, NEAR THE NORTHEAST
 FG1805'CORNER OF THE GENERATOR HOUSE AND 3 FEET NORTHWEST OF A
 FG1805'STAIRWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FG1805'FREEMAN 1928.
 FG1805'
 FG1805'THIS STATION WAS OCCUPIED BECAUSE OF THE IMPOSSIBILITY OF
 FG1805'ERECTIONG A TOWER OVER THE ORIGINAL STATION.
 FG1805'
 FG1805'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 FG1805'
 FG1805'THERE IS NO WITNESS POST AT THIS STATION.
 FG1805'
 FG1805'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FG1805
 FG1805                          STATION RECOVERY (1971)
 FG1805
 FG1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1805'THE STATION MARK, REFERENCE MARKS 1, 2 AND FREEMAN 1928 WERE
 FG1805'RECOVERED IN GOOD CONDITION.  A DIFFERENCE OF 2 MINUTES, 30 SECONDS
 FG1805'WAS NOTED IN THE DIRECTION TO REFERENCE MARK 1.  A DIFFERENCE OF
 FG1805'22 MINUTES, 55 SECONDS IN THE DIRECTION AND 0.062 METERS IN THE
 FG1805'DISTANCE TO THE LOOKOUT TOWER WAS NOTED.  THE DISTANCE AND
 FG1805'DIRECTION TO FREEMAN 1928 AND REFERENCE MARK 2 CHECKED THE 1954
 FG1805'DATA AS DID THE DISTANCE TO REFERENCE MARK 1.  DUE TO THE ABOVE
 FG1805'DIFFERENCES AND CHANGES IN LOCAL OBJECTS, A NEW COMPLETE
 FG1805'DESCRIPTION FOLLOWS.
 FG1805'
 FG1805'THE STATION IS ABOUT 18-1/2 MILES NORTH AND 2-1/4 MILES EAST OF
 FG1805'DOVER, 7-1/4 MILES SOUTH OF THE VILLAGE OF LURTON AND 0.1 MILE NORTH
 FG1805'OF STATE HIGHWAY 7, IN THE NORTHWEST 1/4 OF SEC. 25, T 12 N. R
 FG1805'20 W.  NEAR THE TURNPIKE LOOKOUT TOWER IN THE OZARK NATIONAL
 FG1805'FOREST.
 FG1805'
 FG1805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 27 IN
 FG1805'DOVER, GO NORTHERLY ON HIGHWAY 7 FOR 18.5 MILES TO THE BOOGER HOLLOW
 FG1805'TRADING POST ON THE RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 7 FOR 3.9
 FG1805'MILES TO A GRAVELED SIDE ROAD RIGHT AT A SIGN TURNPIKE LOOKOUT
 FG1805'TOWER.  TURN RIGHT AND GO EAST THEN NORTH ON GRAVELED ROAD FOR 0.2
 FG1805'MILE TO THE TOP OF THE HILL, THE LOOKOUT TOWER AND THE STATION.
 FG1805'
 FG1805'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED FREEMAN NO 3
 FG1805'1928, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT,
 FG1805'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 58.5 FEET SOUTHEAST OF
 FG1805'POWER LINE POLE NUMBER 6520-2533, 44.5 FEET SOUTH OF THE SOUTHEAST
 FG1805'LEG OF THE LOOKOUT TOWER AND 28.0 FEET NORTH OF THE CENTERLINE OF
 FG1805'A TRACK ROAD.
 FG1805'
 FG1805'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FREEMAN NO 1 1928,
 FG1805'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER, THAT PROJECTS 1
 FG1805'INCH ABOVE THE GROUND.  IT IS 35.8 FEET SOUTH OF THE SOUTHWEST CORNER
 FG1805'OF A CONCRETE BLOCK BUILDING, 17.0 FEET EAST OF THE NORTHEAST LEG OF
 FG1805'THE LOOKOUT TOWER, 13.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 FG1805'ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 FG1805'
 FG1805'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FREEMAN NO 2 1928,
 FG1805'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 2 FOOT BOULDER, THAT PROJECTS
 FG1805'2 INCHES ABOVE THE GROUND.  IT IS 58.8 FEET SOUTH OF POWER LINE POLE
 FG1805'NUMBER 6520-2533, 58.7 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 FG1805'LOOKOUT TOWER, 11.0 FEET NORTH OF THE CENTERLINE OF THE TRACK
 FG1805'ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 FG1805'
 FG1805'FREEMAN 1928 IS A STANDARD DISK, STAMPED FREEMAN 1928, CEMENTED IN A
 FG1805'DRILL HOLE IN A 2 X 2 FOOT BOULDER, THAT PROJECTS 4 INCHES ABOVE THE
 FG1805'GROUND.  IT IS 14.0 FEET SOUTHWEST OF THE NORTHEAST LEG OF THE
 FG1805'LOOKOUT TOWER, 2.2 FEET WEST OF THE LADDER LEADING TO THE TOP OF THE
 FG1805'TOWER AND 1.3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 FG1805'SMALL FRAME BUILDING UNDER THE LOOKOUT TOWER.
 FG1805'
 FG1805'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1805'
 FG1805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/4 MILES SOUTH
 FG1805'OF LURTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1965 ***********************************************************************
 EJ1965  DESIGNATION -  FRIEND
 EJ1965  PID         -  EJ1965
 EJ1965  STATE/COUNTY-  AR/HOT SPRING
 EJ1965  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1965
 EJ1965                         *CURRENT SURVEY CONTROL
 EJ1965  ___________________________________________________________________
 EJ1965* NAD 83(1997)-  34 14 14.83242(N)    093 00 29.90305(W)     ADJUSTED  
 EJ1965* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 EJ1965  ___________________________________________________________________
 EJ1965  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 EJ1965  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ1965
 EJ1965  HORZ ORDER  -  SECOND
 EJ1965
 EJ1965.The horizontal coordinates were established by classical geodetic methods
 EJ1965.and adjusted by the National Geodetic Survey in September 1999..
 EJ1965
 EJ1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1965
 EJ1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1965
 EJ1965.The geoid height was determined by GEOID03.
 EJ1965
 EJ1965;                    North         East     Units Scale Factor Converg.
 EJ1965;SPC AR S     -   574,677.540   307,116.320   MT  0.99992472   -0 33 51.6
 EJ1965;SPC AR S     - 1,885,421.23  1,007,597.46   sFT  0.99992472   -0 33 51.6
 EJ1965;UTM  15      - 3,788,484.886   499,235.063   MT  0.99960001   -0 00 16.8
 EJ1965
 EJ1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1965!SPC AR S     -   0.99998487  x   0.99992472  =   0.99990959
 EJ1965!UTM  15      -   0.99998487  x   0.99960001  =   0.99958489
 EJ1965
 EJ1965:                Primary Azimuth Mark                     Grid Az
 EJ1965:SPC AR S     -  FRIEND AZ MK                             095 02 45.2
 EJ1965:UTM  15      -  FRIEND AZ MK                             094 29 10.4
 EJ1965
 EJ1965|---------------------------------------------------------------------|
 EJ1965| PID    Reference Object                     Distance      Geod. Az  |
 EJ1965|                                                           dddmmss.s |
 EJ1965| CX5854 FRIEND AZ MK                                       0942853.6 |
 EJ1965| CX5855 FRIEND RM 1                          20.896 METERS 12606     |
 EJ1965| EJ1971 ARKADELPHIA MUNICIPAL TANK          APPROX.14.1 KM 2025859.3 |
 EJ1965| CX5856 FRIEND RM 2                          18.567 METERS 23933     |
 EJ1965|---------------------------------------------------------------------|
 EJ1965
 EJ1965                          SUPERSEDED SURVEY CONTROL
 EJ1965
 EJ1965  NAD 83(1986)-  34 14 14.84264(N)    093 00 29.89449(W) AD(       ) 2
 EJ1965  NAD 27      -  34 14 14.51120(N)    093 00 29.26520(W) AD(       ) 2
 EJ1965  NGVD 29 (07/19/86)  123.2    (m)          404.     (f) VERT ANG       
 EJ1965
 EJ1965.Superseded values are not recommended for survey control.
 EJ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1965.See file dsdata.txt to determine how the superseded data were derived.
 EJ1965
 EJ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9923588485(NAD 83)
 EJ1965_MARKER: DS = TRIANGULATION STATION DISK
 EJ1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1965
 EJ1965  HISTORY     - Date     Condition        Report By
 EJ1965  HISTORY     - 1957     MONUMENTED       CGS
 EJ1965  HISTORY     - 19760325 GOOD             USGS
 EJ1965  HISTORY     - 19980425 GOOD             USPSQD
 EJ1965
 EJ1965                          STATION DESCRIPTION
 EJ1965
 EJ1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1965'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF ARKADELPHIA
 EJ1965'AND 1 MILE NORTH OF FRIENDSHIP.  THE STATION MARK IS 23 FEET
 EJ1965'NORTH OF THE CENTER OF A GRAVELED ROAD, 9 FEET NORTH OF A
 EJ1965'FENCE AND 4 FEET EAST OF A WITNESS POST.  IT IS STAMPED
 EJ1965'FRIEND 1957 AND PROJECTS 3 INCHES.
 EJ1965'
 EJ1965'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE CENTER OF A
 EJ1965'GRAVELED ROAD AND 2 FEET SOUTH OF A FENCE.  IT IS STAMPED
 EJ1965'FRIEND NO 1 1957 AND PROJECTS 6 INCHES.
 EJ1965'
 EJ1965'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE CENTER OF A GRAVELED
 EJ1965'ROAD AND 2 FEET SOUTH OF A FENCE.  IT IS STAMPED FRIEND
 EJ1965'NO 2 1957 AND PROJECTS 3 INCHES.
 EJ1965'
 EJ1965'AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF A GRAVELED
 EJ1965'ROAD, 3 FEET SOUTH OF A FENCE, 2 FEET SOUTH OF A WITNESS
 EJ1965'POST AND 2 FEET WEST OF A POWER LINE POLE.  IT IS STAMPED
 EJ1965'FRIEND 1957 AND PROJECTS 3 INCHES.
 EJ1965'
 EJ1965'TO REACH FROM POST OFFICE IN FRIENDSHIP GO NORTHEAST ON U.S.
 EJ1965'HIGHWAY 67 FOR 0.05 MILE TO A GRAVELED ROAD NORTH, TURN LEFT
 EJ1965'AND GO NORTH ON GRAVELED ROAD FOR 1.1 MILE TO A ANGLING CROSS
 EJ1965'ROAD, TURN RIGHT AND GO EAST FOR 0.1 MILE TO TOP OF HILL
 EJ1965'AND STATION ON LEFT AS DESCRIBED.
 EJ1965'
 EJ1965'TO REACH AZIMUTH MARK FROM STATION GO EAST ON GRAVELED ROAD
 EJ1965'FOR 0.5 MILE TO MARK ON RIGHT AS DESCRIBED.
 EJ1965'
 EJ1965'HEIGHT OF LIGHT ABOVE STATION MARK 22.19 METERS.
 EJ1965
 EJ1965                          STATION RECOVERY (1976)
 EJ1965
 EJ1965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JPM)
 EJ1965'RECOVERED IN GOOD CONDITION.
 EJ1965
 EJ1965                          STATION RECOVERY (1998)
 EJ1965
 EJ1965'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0164 ***********************************************************************
 FF0164  DESIGNATION -  FRISCO 3
 FF0164  PID         -  FF0164
 FF0164  STATE/COUNTY-  AR/CRITTENDEN
 FF0164  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0164
 FF0164                         *CURRENT SURVEY CONTROL
 FF0164  ___________________________________________________________________
 FF0164* NAD 83(1986)-  35 09 44.     (N)    090 07 00.     (W)     SCALED    
 FF0164* NAVD 88     -        64.730  (meters)     212.37   (feet)  ADJUSTED  
 FF0164  ___________________________________________________________________
 FF0164  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0164  DYNAMIC HT  -          64.672 (meters)     212.18  (feet)  COMP
 FF0164  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FF0164
 FF0164  VERT ORDER  -  FIRST     CLASS II
 FF0164
 FF0164.The horizontal coordinates were scaled from a topographic map and have
 FF0164.an estimated accuracy of +/- 6 seconds.
 FF0164
 FF0164.The orthometric height was determined by differential leveling
 FF0164.and adjusted by the National Geodetic Survey in June 1991..
 FF0164
 FF0164.The geoid height was determined by GEOID03.
 FF0164
 FF0164.The dynamic height is computed by dividing the NAVD 88
 FF0164.geopotential number by the normal gravity value computed on the
 FF0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0164.degrees latitude (g = 980.6199 gals.).
 FF0164
 FF0164.The modeled gravity was interpolated from observed gravity values.
 FF0164
 FF0164;                    North         East    Units  Estimated Accuracy
 FF0164;SPC AR N     -    93,600.      571,570.      MT  (+/- 180 meters Scaled)
 FF0164
 FF0164                          SUPERSEDED SURVEY CONTROL
 FF0164
 FF0164  NGVD 29 (??/??/??)   64.700  (m)          212.27   (f) ADJUSTED    1 2
 FF0164
 FF0164.Superseded values are not recommended for survey control.
 FF0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0164.See file dsdata.txt to determine how the superseded data were derived.
 FF0164
 FF0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU626948(NAD 83)
 FF0164_MARKER: P = PIPE CAP
 FF0164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0164_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0164_STAMPING: FRISCO 3 1955
 FF0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0164
 FF0164  HISTORY     - Date     Condition        Report By
 FF0164  HISTORY     - 1955     MONUMENTED       DOD
 FF0164  HISTORY     - 1956     GOOD             CGS
 FF0164  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0164
 FF0164                          STATION DESCRIPTION
 FF0164
 FF0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0164'1.9 MI NW FROM BRIDGE JUNCTION.
 FF0164'1.9 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0164'FROM THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD AT BRIDGE
 FF0164'JUNCTION, ACROSS THE TRACK FROM MILEAGE TELEPHONE POLE NO. 479/18,
 FF0164'ABOUT 75 YARDS WEST OF CENTER OF CROSSING OF TRACK AND THE TOP
 FF0164'OF ST. FRANCIS LEVEE, IN A FENCE CORNER, 146 FEET SOUTH-SOUTHWEST
 FF0164'OF NEAR RAIL OF TRACK, 217 FEET WEST OF BENCH MARK G 5, 2.8 FEET
 FF0164'SOUTH-SOUTHWEST OF RAILROAD FENCE, 3.3 FEET EAST-NORTHEAST OF
 FF0164'LEVEE FENCE, ABOUT 20 FEET BELOW LEVEL OF TRACK AND PROJECTING
 FF0164'20 INCHES.
 FF0164
 FF0164                          STATION RECOVERY (1992)
 FF0164
 FF0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0164'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0951 ***********************************************************************
 FH0951  DESIGNATION -  FROG
 FH0951  PID         -  FH0951
 FH0951  STATE/COUNTY-  AR/CRAWFORD
 FH0951  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0951
 FH0951                         *CURRENT SURVEY CONTROL
 FH0951  ___________________________________________________________________
 FH0951* NAD 83(1997)-  35 33 19.11398(N)    094 12 49.88316(W)     ADJUSTED  
 FH0951* NAVD 88     -       262.5    (meters)     861.     (feet)  VERTCON   
 FH0951  ___________________________________________________________________
 FH0951  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 FH0951  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FH0951
 FH0951  HORZ ORDER  -  SECOND
 FH0951
 FH0951.The horizontal coordinates were established by classical geodetic methods
 FH0951.and adjusted by the National Geodetic Survey in September 1999..
 FH0951
 FH0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0951
 FH0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0951
 FH0951.The geoid height was determined by GEOID03.
 FH0951
 FH0951;                    North         East     Units Scale Factor Converg.
 FH0951;SPC AR N     -   137,824.057   199,305.683   MT  0.99993606   -1 17 17.7
 FH0951;SPC AR N     -   452,177.76    653,888.73   sFT  0.99993606   -1 17 17.7
 FH0951;UTM  15      - 3,935,305.316   389,984.427   MT  0.99974915   -0 42 21.3
 FH0951
 FH0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0951!SPC AR N     -   0.99996337  x   0.99993606  =   0.99989944
 FH0951!UTM  15      -   0.99996337  x   0.99974915  =   0.99971253
 FH0951
 FH0951|---------------------------------------------------------------------|
 FH0951| PID    Reference Object                     Distance      Geod. Az  |
 FH0951|                                                           dddmmss.s |
 FH0951| CI0947 FROG RM 1                             9.018 METERS 03703     |
 FH0951| FH0952 FROG A POINT                         25.144 METERS 18442     |
 FH0951| CI0948 FROG RM 2                             9.792 METERS 21511     |
 FH0951| CI0946 FROG AZ MK                                         2214915.3 |
 FH0951|---------------------------------------------------------------------|
 FH0951
 FH0951                          SUPERSEDED SURVEY CONTROL
 FH0951
 FH0951  NAD 83(1997)-  35 33 19.12250(N)    094 12 49.88140(W) AD(       ) 2
 FH0951  NAD 83(1986)-  35 33 19.12087(N)    094 12 49.87671(W) AD(       ) 2
 FH0951  NAD 27      -  35 33 18.81154(N)    094 12 49.13205(W) AD(       ) 2
 FH0951  NGVD 29 (07/19/86)  262.4    (m)          861.     (f) VERT ANG       
 FH0951
 FH0951.Superseded values are not recommended for survey control.
 FH0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0951.See file dsdata.txt to determine how the superseded data were derived.
 FH0951
 FH0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8998435305(NAD 83)
 FH0951_MARKER: DS = TRIANGULATION STATION DISK
 FH0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FH0951
 FH0951  HISTORY     - Date     Condition        Report By
 FH0951  HISTORY     - 1971     MONUMENTED       NGS
 FH0951  HISTORY     - 1987     GOOD             USPSQD
 FH0951  HISTORY     - 1989     GOOD             USPSQD
 FH0951
 FH0951                          STATION DESCRIPTION
 FH0951
 FH0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0951'THE STATION IS ABOUT 7 MILES SOUTH AND 2-1/2 MILES WEST OF
 FH0951'MOUNTAINBURG, 8-1/2 MILES WEST AND 4 MILES NORTH OF MULBERRY AND 5
 FH0951'MILES NORTH AND 1 MILE EAST OF ALMA, IN THE NORTHEAST 1/4 OF
 FH0951'SECTION 8, T. 10 N., R. 30 W., ON THE EAST SIDE OF U. S. HIGHWAY
 FH0951'71, ON ROAD RIGHT-OF-WAY PROPERTY.
 FH0951'
 FH0951'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FH0951'U. S. HIGHWAY 71 IN THE NORTH EDGE OF ALMA, GO NORTHERLY ON U. S.
 FH0951'HIGHWAY 71 FOR 4.05 MILES TO THE JUNCTION WITH STATE HIGHWAY 282.
 FH0951'BEAR RIGHT AND GO NORTHEAST ON U. S. HIGHWAY 71 FOR 0.35 MILE TO
 FH0951'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST ON THE HIGHWAY
 FH0951'FOR 0.25 MILE TO THE STATION ON THE LEFT JUST PAST A WIRE GATE.
 FH0951'
 FH0951'STATION MARK IS A STANDARD DISK, STAMPED FROG 1971, SET IN THE TOP
 FH0951'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 FH0951'GROUND SURFACE.  IT IS 57.5 FEET SOUTHEAST OF THE CENTERLINE OF
 FH0951'U. S. HIGHWAY 71, 4.7 FEET NORTH OF A WITNESS POST AND 3.2 FEET
 FH0951'NORTHWEST OF A FENCE.  THE UNDERGROUND MARK IS STAMPED FROG 1971,
 FH0951'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 FH0951'SURFACE.
 FH0951'
 FH0951'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FROG NO 1 1971, SET IN
 FH0951'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FH0951'WITH THE GROUND SURFACE.  IT IS 58.0 FEET SOUTHEAST OF THE
 FH0951'CENTERLINE OF U. S. HIGHWAY 71, 32.5 FEET NORTH OF THE WITNESS POST,
 FH0951'3.1 FEET NORTHWEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 FH0951'THE STATION.
 FH0951'
 FH0951'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FROG NO 2 1971, SET IN
 FH0951'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FH0951'WITH THE GROUND SURFACE.  IT IS 63.0 FEET NORTH-NORTHEAST OF THE
 FH0951'NORTH GATE POST OF A WIRE GATE, 58.0 FEET SOUTHEAST OF THE
 FH0951'CENTERLINE OF U. S. HIGHWAY 71, 2.0 FEET NORTHWEST OF THE FENCE
 FH0951'AND ABOUT THE SAME ELEVATION AS THE STATION.
 FH0951'
 FH0951'AZIMUTH MARK IS A STANDARD DISK, STAMPED FROG 1971, SET IN THE TOP
 FH0951'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES
 FH0951'ABOVE THE GROUND.  IT IS 58.4 FEET NORTHWEST OF THE CENTERLINE OF
 FH0951'U. S. HIGHWAY 71, 2.4 FEET EAST OF A WIRE FENCE, 2.2 FEET
 FH0951'NORTHEAST OF POWER LINE POLE NUMBER 61285 AND 1.8 FEET NORTHEAST OF A
 FH0951'WITNESS POST.
 FH0951'
 FH0951'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 FH0951
 FH0951                          STATION RECOVERY (1987)
 FH0951
 FH0951'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0951'RECOVERED IN GOOD CONDITION.
 FH0951
 FH0951                          STATION RECOVERY (1989)
 FH0951
 FH0951'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 FH0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1830 ***********************************************************************
 EJ1830  DESIGNATION -  FROST
 EJ1830  PID         -  EJ1830
 EJ1830  STATE/COUNTY-  AR/HOT SPRING
 EJ1830  USGS QUAD   -  POYEN (1984)
 EJ1830
 EJ1830                         *CURRENT SURVEY CONTROL
 EJ1830  ___________________________________________________________________
 EJ1830* NAD 83(1997)-  34 15 19.87613(N)    092 44 34.10551(W)     ADJUSTED  
 EJ1830* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 EJ1830  ___________________________________________________________________
 EJ1830  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 EJ1830  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EJ1830
 EJ1830  HORZ ORDER  -  SECOND
 EJ1830
 EJ1830.The horizontal coordinates were established by classical geodetic methods
 EJ1830.and adjusted by the National Geodetic Survey in September 1999..
 EJ1830
 EJ1830.The orthometric height was scaled from a topographic map.
 EJ1830
 EJ1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1830
 EJ1830.The geoid height was determined by GEOID03.
 EJ1830
 EJ1830;                    North         East     Units Scale Factor Converg.
 EJ1830;SPC AR S     -   576,472.349   331,587.756   MT  0.99992589   -0 24 56.7
 EJ1830;SPC AR S     - 1,891,309.70  1,087,884.16   sFT  0.99992589   -0 24 56.7
 EJ1830;UTM  15      - 3,790,518.162   523,679.885   MT  0.99960691   +0 08 41.2
 EJ1830
 EJ1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1830!SPC AR S     -   0.99998044  x   0.99992589  =   0.99990633
 EJ1830!UTM  15      -   0.99998044  x   0.99960691  =   0.99958736
 EJ1830
 EJ1830                          SUPERSEDED SURVEY CONTROL
 EJ1830
 EJ1830  NAD 83(1986)-  34 15 19.88665(N)    092 44 34.09614(W) AD(       ) 2
 EJ1830  NAD 27      -  34 15 19.54608(N)    092 44 33.50070(W) AD(       ) 2
 EJ1830
 EJ1830.Superseded values are not recommended for survey control.
 EJ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1830.See file dsdata.txt to determine how the superseded data were derived.
 EJ1830
 EJ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2368090518(NAD 83)
 EJ1830_MARKER: DD = SURVEY DISK
 EJ1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1830+STABILITY: SURFACE MOTION
 EJ1830
 EJ1830  HISTORY     - Date     Condition        Report By
 EJ1830  HISTORY     - 1964     MONUMENTED       ARGS
 EJ1830
 EJ1830                          STATION DESCRIPTION
 EJ1830
 EJ1830'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1964 (VBM)
 EJ1830'ABOUT 8 MILES SOUTHEAST OF MALVERN, 8 MILES SOUTHWEST OF
 EJ1830'POYEN, IN THE SOUTHWEST 1/4 OF SEC. 28, T-5-S, R-16-W, AND ON
 EJ1830'THE PROPERTY OF THE INTERNATIONAL PAPER COMPANY.  IT IS A
 EJ1830'STANDARD U.S. COAST AND GEODETIC AND STATE SURVEY BENCH MARK
 EJ1830'DISK SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS
 EJ1830'5 INCHES.  IT IS 46 FEET NORTH OF THE CENTERLINE OF A RAILROAD
 EJ1830'CROSSING, 39 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 EJ1830'ROAD AND 24 FEET NORTHEAST OF THE EAST RAIL OF A RAILROAD
 EJ1830'TRACK.  THE DISK IS STAMPED FROST 1934.
 EJ1830'
 EJ1830'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 270 AND 67 AND
 EJ1830'STATE HIGHWAY 9 IN MALVERN, GO SOUTHEAST ON HIGHWAY 9 FOR 8.75
 EJ1830'MILES TO A GRAVELED ROAD RIGHT.  TURN RIGHT ON THE GRAVELED
 EJ1830'ROAD AND GO WESTERLY FOR ABOUT 300 FEET TO THE MARK ON THE
 EJ1830'RIGHT.
 EJ1830'
 EJ1830'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1830'LANDERS AND THE DISTANCE IS 74.2194 M., 243.50 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2081 ***********************************************************************
 FF2081  DESIGNATION -  FRUIT
 FF2081  PID         -  FF2081
 FF2081  STATE/COUNTY-  AR/CROSS
 FF2081  USGS QUAD   -  WYNNE (1992)
 FF2081
 FF2081                         *CURRENT SURVEY CONTROL
 FF2081  ___________________________________________________________________
 FF2081* NAD 83(1997)-  35 14 25.12251(N)    090 45 19.49501(W)     ADJUSTED  
 FF2081* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FF2081  ___________________________________________________________________
 FF2081  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FF2081  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2081
 FF2081  HORZ ORDER  -  FIRST
 FF2081
 FF2081.The horizontal coordinates were established by classical geodetic methods
 FF2081.and adjusted by the National Geodetic Survey in September 1999..
 FF2081
 FF2081.The orthometric height was scaled from a topographic map.
 FF2081
 FF2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2081
 FF2081.The geoid height was determined by GEOID03.
 FF2081
 FF2081;                    North         East     Units Scale Factor Converg.
 FF2081;SPC AR N     -   101,337.352   513,274.447   MT  0.99995384   +0 43 27.2
 FF2081;SPC AR N     -   332,470.96  1,683,967.91   sFT  0.99995384   +0 43 27.2
 FF2081;UTM  15      - 3,902,002.314   704,239.049   MT  1.00011410   +1 17 44.1
 FF2081
 FF2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2081!SPC AR N     -   0.99998513  x   0.99995384  =   0.99993897
 FF2081!UTM  15      -   0.99998513  x   1.00011410  =   1.00009923
 FF2081
 FF2081|---------------------------------------------------------------------|
 FF2081| PID    Reference Object                     Distance      Geod. Az  |
 FF2081|                                                           dddmmss.s |
 FF2081| CI3660 FRUIT RM 1                           22.213 METERS 05117     |
 FF2081| CI3661 FRUIT RM 2                           34.457 METERS 17149     |
 FF2081| FF2082 WYNNE CROSS CO POL RAD MAST         APPROX. 3.4 KM 2361736.1 |
 FF2081| CI3659 FRUIT AZ MK                                        2423425.9 |
 FF2081|---------------------------------------------------------------------|
 FF2081
 FF2081                          SUPERSEDED SURVEY CONTROL
 FF2081
 FF2081  NAD 83(1997)-  35 14 25.12730(N)    090 45 19.49233(W) AD(       ) 1
 FF2081  NAD 83(1986)-  35 14 25.13281(N)    090 45 19.49481(W) AD(       ) 1
 FF2081  NAD 27      -  35 14 24.81510(N)    090 45 19.09070(W) AD(       ) 1
 FF2081
 FF2081.Superseded values are not recommended for survey control.
 FF2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2081.See file dsdata.txt to determine how the superseded data were derived.
 FF2081
 FF2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0423902002(NAD 83)
 FF2081_MARKER: DS = TRIANGULATION STATION DISK
 FF2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2081
 FF2081  HISTORY     - Date     Condition        Report By
 FF2081  HISTORY     - 1954     MONUMENTED       CGS
 FF2081
 FF2081                          STATION DESCRIPTION
 FF2081
 FF2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2081'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WYNNE, IN THE
 FF2081'NORTHWEST PORTION OF A PEACH ORCHARD, 140 FEET SOUTHEAST OF THE
 FF2081'CENTER OF A GRAVELED ROAD, 101 FEET SOUTHEAST OF A POWER LINE
 FF2081'POLE AND 14 FEET NORTHWEST OF A WELL.  IT PROJECTS 2 INCHES
 FF2081'AND IS STAMPED FRUIT 1954.
 FF2081'
 FF2081'REFERENCE MARK NO. 1 IS 74 FEET NORTHEAST OF THE WELL, IT
 FF2081'PROJECTS 2 INCHES AND IS STAMPED FRUIT NO 1 1954.
 FF2081'
 FF2081'REFERENCE MARK NO. 2 IS 101 FEET SOUTH OF THE WELL AND 51 FEET
 FF2081'WEST OF A LIGHT POLE.  IT PROJECTS 4 INCHES AND IS STAMPED
 FF2081'FRUIT NO 2 1954.
 FF2081'
 FF2081'THE AZIMUTH MARK IS 49 FEET SOUTHEAST OF A DRIVEWAY, 40 FEET
 FF2081'NORTHWEST OF A DRIVEWAY AND 20 FEET NORTHEAST OF THE CENTER OF
 FF2081'A GRAVELED ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED FRUIT 1954.
 FF2081'
 FF2081'TO REACH THE STATION FROM THE POST OFFICE IN WYNNE GO EAST FOR
 FF2081'0.1 MILE TO STATE HIGHWAY NO. 1, TURN LEFT AND GO NORTH ON STATE
 FF2081'HIGHWAY NO. 1 FOR 0.15 TO THE JUNCTION WITH U.S. HIGHWAY 64, TURN
 FF2081'RIGHT AND GO EAST ON U.S. HIGHWAY 64 FOR 0.65 MILE TO WHERE
 FF2081'IT TURNS RIGHT.  HERE TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD
 FF2081'NORTHERLY FOR 1.0 MILE TO A FORK, TAKE RIGHT FORK AND FOLLOW
 FF2081'MAIN TRAVELED ROAD EASTSERLY FOR 0.8 MILE TO THE AZIMUTH MARK
 FF2081'ON THE LEFT, THIS IS ABOUT 0.1 MILE BEYOND AND OLD GRAVEYARD.
 FF2081'CONTINUE EASTERLY FOR 0.15 MILE TO A T ROAD RIGHT, CONTINUE
 FF2081'STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION ON THE RIGHT, IN THE
 FF2081'ORCHARD, AS DESCRIBED.
 FF2081'
 FF2081'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1895 ***********************************************************************
 FG1895  DESIGNATION -  FRY
 FG1895  PID         -  FG1895
 FG1895  STATE/COUNTY-  AR/FRANKLIN
 FG1895  USGS QUAD   -  OZARK (1993)
 FG1895
 FG1895                         *CURRENT SURVEY CONTROL
 FG1895  ___________________________________________________________________
 FG1895* NAD 83(1997)-  35 23 09.36710(N)    093 50 35.03958(W)     ADJUSTED  
 FG1895* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 FG1895  ___________________________________________________________________
 FG1895  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FG1895  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FG1895
 FG1895  HORZ ORDER  -  SECOND
 FG1895
 FG1895.The horizontal coordinates were established by classical geodetic methods
 FG1895.and adjusted by the National Geodetic Survey in September 1999..
 FG1895
 FG1895.The orthometric height was scaled from a topographic map.
 FG1895
 FG1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1895
 FG1895.The geoid height was determined by GEOID03.
 FG1895
 FG1895;                    North         East     Units Scale Factor Converg.
 FG1895;SPC AR N     -   118,344.095   232,563.133   MT  0.99994189   -1 04 20.9
 FG1895;SPC AR N     -   388,267.25    763,000.88   sFT  0.99994189   -1 04 20.9
 FG1895;UTM  15      - 3,916,169.416   423,430.822   MT  0.99967225   -0 29 17.6
 FG1895
 FG1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1895!SPC AR N     -   0.99997402  x   0.99994189  =   0.99991591
 FG1895!UTM  15      -   0.99997402  x   0.99967225  =   0.99964628
 FG1895
 FG1895:                Primary Azimuth Mark                     Grid Az
 FG1895:SPC AR N     -  ALTUS ST MARYS CATH CH SPIRE             047 15 43.8
 FG1895:UTM  15      -  ALTUS ST MARYS CATH CH SPIRE             046 40 40.5
 FG1895
 FG1895|---------------------------------------------------------------------|
 FG1895| PID    Reference Object                     Distance      Geod. Az  |
 FG1895|                                                           dddmmss.s |
 FG1895| FG1893 ALTUS ST MARYS CATH CH SPIRE        APPROX.10.6 KM 0461122.9 |
 FG1895| CI0951 FRY RM 2                             41.578 METERS 23209     |
 FG1895| CI0950 FRY RM 1                             20.220 METERS 35538     |
 FG1895| CI0949 FRY AZ MK                                          3594121.5 |
 FG1895|---------------------------------------------------------------------|
 FG1895
 FG1895                          SUPERSEDED SURVEY CONTROL
 FG1895
 FG1895  NAD 83(1997)-  35 23 09.37769(N)    093 50 35.03733(W) AD(       ) 2
 FG1895  NAD 83(1986)-  35 23 09.37780(N)    093 50 35.03380(W) AD(       ) 2
 FG1895  NAD 27      -  35 23 09.06700(N)    093 50 34.31800(W) AD(       ) 2
 FG1895
 FG1895.Superseded values are not recommended for survey control.
 FG1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1895.See file dsdata.txt to determine how the superseded data were derived.
 FG1895
 FG1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2343116169(NAD 83)
 FG1895_MARKER: DS = TRIANGULATION STATION DISK
 FG1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1895
 FG1895  HISTORY     - Date     Condition        Report By
 FG1895  HISTORY     - 1940     MONUMENTED       CGS
 FG1895  HISTORY     - 1959     GOOD             CGS
 FG1895
 FG1895                          STATION DESCRIPTION
 FG1895
 FG1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1895'STATION IS LOCATED ABOUT 9.5 MILES NW OF PARIS, 7.5 MILES S
 FG1895'OF OZARK ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 FG1895'
 FG1895'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1895'BRONZE DISKS SET IN CONCRETE.
 FG1895'
 FG1895'SURFACE MARK STAMPED FRY 1940 PROJECTS ABOUT 2 INCHES ABOVE THE
 FG1895'GROUND.  IT IS 4.0 FEET W OF FENCE, 39.0 FEET E OF THE CENTER
 FG1895'LINE OF STATE HIGHWAY 23 AND 5.4 FEET NW OF A WHITE REFERENCE
 FG1895'POST.
 FG1895'
 FG1895'REFERENCE MARK NO.1, STAMPED FRY NO.1, 1940 PROJECTS ABOUT
 FG1895'6 INCHES ABOVE THE GROUND AT ABOUT THE SAME ELEVATION AS THE
 FG1895'STATION.  IT IS 1.0 FOOT W OF FENCE, AND 40.0 FEET E OF THE
 FG1895'CENTER LINE OF STATE HIGHWAY 23.
 FG1895'
 FG1895'REFERENCE MARK NO.2, STAMPED FRY NO.2, 1940 PROJECTS ABOUT 8
 FG1895'INCHES ABOVE THE GROUND.  IT IS ABOUT 4.0 FEET LOWER THAN THE
 FG1895'STATION, 83.0 FEET W OF THE CENTER LINE OF STATE HIGHWAY 23,
 FG1895'AND 35.5 FEET S OF THE SW CORNER OF HOUSE.
 FG1895'
 FG1895'AZIMUTH MARK, STAMPED FRY 1940 PROJECTS ABOUT 6 INCHES ABOVE
 FG1895'THE GROUND.  IT IS 59.0 FEET NE OF THE NE CORNER OF HOUSE,
 FG1895'28.0 FEET W OF THE CENTER LINE OF STATE HIGHWAY 23, 13.0 FEET E
 FG1895'OF FENCE, AND 5.4 FEET S OF A WHITE REFERENCE POST.  IT IS 0.7
 FG1895'MILE N OF THE STATION BY ROAD.
 FG1895'
 FG1895'STATION IS REACHED AS FOLLOWS- FROM THE COURTHOUSE IN PARIS
 FG1895'GO W ON STATE HIGHWAY 22 FOR 7.7 MILES TO THE INTERSECTION OF
 FG1895'STATE HIGHWAY 23.  TURN RIGHT (N) ON STATE HIGHWAY 23 AND GO
 FG1895'6.3 MILES TO STATION ON THE RIGHT (E).
 FG1895
 FG1895                          STATION RECOVERY (1959)
 FG1895
 FG1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1895'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FG1895'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 FG1895'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1260 ***********************************************************************
 FH1260  SACS        -  This is a Secondary Airport Control Station.
 FH1260  DESIGNATION -  FSM A
 FH1260  PID         -  FH1260
 FH1260  STATE/COUNTY-  AR/SEBASTIAN
 FH1260  USGS QUAD   -  BARLING (1987)
 FH1260
 FH1260                         *CURRENT SURVEY CONTROL
 FH1260  ___________________________________________________________________
 FH1260* NAD 83(1997)-  35 20 11.87035(N)    094 21 17.48372(W)     ADJUSTED  
 FH1260* NAVD 88     -       134.66   (meters)     441.8    (feet)  GPS OBS   
 FH1260  ___________________________________________________________________
 FH1260  X           -    -395,537.284 (meters)                     COMP
 FH1260  Y           -  -5,193,961.982 (meters)                     COMP
 FH1260  Z           -   3,668,457.135 (meters)                     COMP
 FH1260  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 FH1260  ELLIP HEIGHT-         104.48  (meters)          (01/14/02) GPS OBS
 FH1260  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FH1260
 FH1260  HORZ ORDER  -  FIRST
 FH1260  ELLP ORDER  -  THIRD     CLASS II
 FH1260
 FH1260.This mark is at Fort Smith Airport (FSM)
 FH1260
 FH1260.The horizontal coordinates were established by GPS observations
 FH1260.and adjusted by the National Geodetic Survey in February 2000..
 FH1260
 FH1260.The orthometric height was determined by GPS observations and a
 FH1260.high-resolution geoid model.
 FH1260
 FH1260.GPS derived orthometric heights for airport stations designated as
 FH1260.PACS or SACS are published to 2 decimal places.  This maintains
 FH1260.centimeter relative accuracy between the PACS and SACS.  It does
 FH1260.not indicate centimeter accuracy relative to other marks which are
 FH1260.part of the NAVD 88 network.
 FH1260
 FH1260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1260
 FH1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1260
 FH1260.The ellipsoidal height was determined by GPS observations
 FH1260.and is referenced to NAD 83.
 FH1260
 FH1260.The geoid height was determined by GEOID03.
 FH1260
 FH1260;                    North         East     Units Scale Factor Converg.
 FH1260;SPC AR N     -   113,866.869   185,945.694   MT  0.99994522   -1 22 13.0
 FH1260;SPC AR N     -   373,578.22    610,056.83   sFT  0.99994522   -1 22 13.0
 FH1260;UTM  15      - 3,911,217.253   376,871.728   MT  0.99978683   -0 47 01.4
 FH1260
 FH1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1260!SPC AR N     -   0.99998360  x   0.99994522  =   0.99992882
 FH1260!UTM  15      -   0.99998360  x   0.99978683  =   0.99977043
 FH1260
 FH1260                          SUPERSEDED SURVEY CONTROL
 FH1260
 FH1260  NAD 83(1997)-  35 20 11.87031(N)    094 21 17.48828(W) AD(       ) 2
 FH1260  ELLIP H (09/14/99)  104.54   (m)                       GP(       ) 4 1
 FH1260  NAD 83(1997)-  35 20 11.87770(N)    094 21 17.48706(W) AD(       ) 2
 FH1260  NAD 83(1986)-  35 20 11.87699(N)    094 21 17.48116(W) AD(       ) 2
 FH1260  NGVD 29 (10/26/93)  134.60   (m)          441.6    (f) LEVELING    3  
 FH1260
 FH1260.Superseded values are not recommended for survey control.
 FH1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1260.See file dsdata.txt to determine how the superseded data were derived.
 FH1260
 FH1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7687211217(NAD 83)
 FH1260_MARKER: DT = TOPOGRAPHIC STATION DISK
 FH1260_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH1260+WITH SETTING: PAVEMENT
 FH1260_SP_SET: CONCRETE SEWER
 FH1260_STAMPING: AP 1963 STA A
 FH1260_MARK LOGO: NGS   
 FH1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1260+STABILITY: SURFACE MOTION
 FH1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1260+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2001
 FH1260
 FH1260  HISTORY     - Date     Condition        Report By
 FH1260  HISTORY     - 1963     MONUMENTED       NGS
 FH1260  HISTORY     - 19881202 GOOD             NGS
 FH1260  HISTORY     - 19921111 GOOD
 FH1260  HISTORY     - 19990611 GOOD             NGS
 FH1260  HISTORY     - 20011207 GOOD             NGS
 FH1260
 FH1260                          STATION DESCRIPTION
 FH1260
 FH1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FH1260'STATION IS LOCATED AT THE FORT SMITH MUNICIPAL AIRPORT IN FT SMITH,
 FH1260'ARKANSAS.
 FH1260'FROM THE TERMINAL BUILDING PROCEED EAST ACROSS RUNWAY 1/19 TO RUNWAY
 FH1260'END 25 AT THE EAST END OF THE FIELD.  CROSS THE RUNWAY TO THE STATION
 FH1260'ON THE SOUTH SIDE OF RUNWAY END 25 AT THE SOUTHWEST CORNER OF THE
 FH1260'CONCRETE BASE FOR A MANHOLE ENTRANCE SERVING THE THRESHOLD LIGHTSAT
 FH1260'THE RUNWAY END.
 FH1260'IT IS 50.51 SOUTH OF THE SOUTHEAST CORNER OF RUNWAY END 25.
 FH1260
 FH1260                          STATION RECOVERY (1988)
 FH1260
 FH1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (HSK)
 FH1260'THE STATION IS LOCATED 50.51 FT (15.40 M) SOUTH OF THE SOUTHEAST
 FH1260'CORNER OF RUNWAY END 25.  THE STATION IS A STANDARD TOPOGAPHIC DISK
 FH1260'STAMPED AP 1963 STA A AND CEMENTED IN THE SOUTHWEST CORNER OF THE
 FH1260'CONCRETE BASE FOR A MANHOLE ENTRANCE TO THE UNDERGROUND WIRING FOR THE
 FH1260'THRESHOLD LIGHTS.
 FH1260
 FH1260                          STATION RECOVERY (1992)
 FH1260
 FH1260'RECOVERED 1992
 FH1260'RECOVERED IN GOOD CONDITION.
 FH1260
 FH1260                          STATION RECOVERY (1999)
 FH1260
 FH1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 FH1260'RECOVERED AS DESCRIBED.--WITH ADDITIONAL NOTE--THIS STATION IS A
 FH1260'SECONDARY AIRPORT CONTROL STATION (SACS) .  THE STATION IS LOCATED ON
 FH1260'A 5 X 5 X 5-FOOT DEEP CONCRETE ELECTRICAL JUNCTION BOX WITH A 3-FOOT
 FH1260'ROUND METAL MANHOLE COVER.
 FH1260
 FH1260                          STATION RECOVERY (2001)
 FH1260
 FH1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 FH1260'RECOVERED AS DESCRIBED
 FH1260'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3646 ***********************************************************************
 AI3646  PACS        -  This is a Primary Airport Control Station.
 AI3646  DESIGNATION -  FSM C
 AI3646  PID         -  AI3646
 AI3646  STATE/COUNTY-  AR/SEBASTIAN
 AI3646  USGS QUAD   -  BARLING (1987)
 AI3646
 AI3646                         *CURRENT SURVEY CONTROL
 AI3646  ___________________________________________________________________
 AI3646* NAD 83(1997)-  35 20 09.42311(N)    094 22 06.60905(W)     ADJUSTED  
 AI3646* NAVD 88     -       135.51   (meters)     444.6    (feet)  GPS OBS   
 AI3646  ___________________________________________________________________
 AI3646  X           -    -396,777.674 (meters)                     COMP
 AI3646  Y           -  -5,193,911.794 (meters)                     COMP
 AI3646  Z           -   3,668,396.082 (meters)                     COMP
 AI3646  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AI3646  ELLIP HEIGHT-         105.30  (meters)          (12/13/01) GPS OBS
 AI3646  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AI3646
 AI3646  HORZ ORDER  -  B
 AI3646  ELLP ORDER  -  FIRST     CLASS I
 AI3646
 AI3646.This mark is at Fort Smith Airport (FSM)
 AI3646
 AI3646.The horizontal coordinates were established by GPS observations
 AI3646.and adjusted by the National Geodetic Survey in February 2000..
 AI3646
 AI3646.The orthometric height was determined by GPS observations and a
 AI3646.high-resolution geoid model.
 AI3646
 AI3646.GPS derived orthometric heights for airport stations designated as
 AI3646.PACS or SACS are published to 2 decimal places.  This maintains
 AI3646.centimeter relative accuracy between the PACS and SACS.  It does
 AI3646.not indicate centimeter accuracy relative to other marks which are
 AI3646.part of the NAVD 88 network.
 AI3646
 AI3646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3646
 AI3646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3646
 AI3646.The ellipsoidal height was determined by GPS observations
 AI3646.and is referenced to NAD 83.
 AI3646
 AI3646.The geoid height was determined by GEOID03.
 AI3646
 AI3646;                    North         East     Units Scale Factor Converg.
 AI3646;SPC AR N     -   113,821.226   184,703.717   MT  0.99994527   -1 22 41.6
 AI3646;SPC AR N     -   373,428.47    605,982.11   sFT  0.99994527   -1 22 41.6
 AI3646;UTM  15      - 3,911,158.907   375,630.477   MT  0.99979062   -0 47 29.8
 AI3646
 AI3646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3646!SPC AR N     -   0.99998347  x   0.99994527  =   0.99992874
 AI3646!UTM  15      -   0.99998347  x   0.99979062  =   0.99977410
 AI3646
 AI3646                          SUPERSEDED SURVEY CONTROL
 AI3646
 AI3646  ELLIP H (02/22/00)  105.31   (m)                       GP(       ) 1 1
 AI3646
 AI3646.Superseded values are not recommended for survey control.
 AI3646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3646.See file dsdata.txt to determine how the superseded data were derived.
 AI3646
 AI3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7563011159(NAD 83)
 AI3646_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3646_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3646_SP_SET: CONCRETE SEWER
 AI3646_STAMPING: FSM C 1999
 AI3646_MARK LOGO: NGS   
 AI3646_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3646+STABILITY: SURFACE MOTION
 AI3646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3646+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2001
 AI3646
 AI3646  HISTORY     - Date     Condition        Report By
 AI3646  HISTORY     - 1999     MONUMENTED       NGS
 AI3646  HISTORY     - 20011207 GOOD             NGS
 AI3646
 AI3646                          STATION DESCRIPTION
 AI3646
 AI3646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 AI3646'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS) . THE
 AI3646'STATION IS LOCATED NEAR THE SOUTH SIDE OF FORT SMITH AT THE FORT SMITH
 AI3646'REGIONAL AIRPORT, NEAR THE CENTER OF THE AIRPORT, NEAR THE CENTER OF A
 AI3646'GRASS MEDIAN NORTHWEST OF THE INTERSECTION OF RUNWAYS 1-19 AND 7-25,
 AI3646'SOUTH OF TAXIWAY A AND EAST OF TAXIWAY D, IN THE TOP OF AND NEAR THE
 AI3646'WEST CORNER OF A 5 X 5 X 8-FOOT DEEP CONCRETE SANITARY SEWER ACCESS
 AI3646'WITH A 3-FOOT ROUND METAL MANHOLE COVER.  FOR ACCESS TO THE AIRPORT
 AI3646'CONTACT--MR BOB JOHNSON, AIRPORT MANAGER AT--ADDRESS-5600 AIRPORT
 AI3646'BLVD, SUITE 200, FORT SMITH, ARKANSAS, 72903.  PHONE-501-646-1681,
 AI3646'FAX-501-646-6487.  OR, MR JOHN PARKER, DIRECTOR OF OPERATIONS,
 AI3646'AT--PHONE-501-646-8537, OR 501-646-1681. NOTE--- (24 HOUR
 AI3646'NOTICE-ESCORT REQUIRED) .  TO REACH THE STATION FROM THE JUNCTION OF
 AI3646'INTERSTATE HIGHWAY 540 AND LEIGH AVENUE (EXIT 9) ,NEAR THE
 AI3646'SOUTHEASTERN PART OF FORT SMITH, GO EAST FOR 0.16 KM (0.10 MI) ON
 AI3646'LEIGH AVENUE TO A STOP SIGH AT THE INTERSECTION OF AIRPORT DRIVE.
 AI3646'TURN RIGHT, SOUTHWEST THEN EAST FOR 0.24 KM (0.15 MI) ON AIRPORT DRIVE
 AI3646'TO THE INTERSECTION OF PHOENIX STREET.  CROSS THE INTERSECTION, WHERE
 AI3646'AIRPORT DRIVE CHANGES TO AIRPORT BOULEVARD, CONTINUE EAST FOR 0.64 KM
 AI3646'(0.40 MI) ON AIRPORT BOULEVARD TO THE AIRPORT TERMINAL ON THE RIGHT
 AI3646'AND THE ADMINISTRATIVE OFFICE ON THE SECOND FLOOR.  STATION IS 49.1 M
 AI3646'(161.1 FT) EAST OF A DIRECTIONAL SIGN MARKED D-25-7, INLINE WITH THE
 AI3646'HOLD BAR.  34.2 M (112.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AI3646'4000-FOOT MARKER ON RUNWAY 7-25.  17.7 M (58.1 FT) EAST OF THE CENTER
 AI3646'OF A 3 X 7-FOOT CONCRETE CATCH BASIN.  AND 17.2 M (56.4 FT)
 AI3646'SOUTH-SOUTHEAST OF THE CENTER OF A 5 X 5-FOOT CONCRETE CATCH BASIN.
 AI3646'THE STATION IS APPROXIMATELY 0.5 M (1.6 FT) BELOW THE RUNWAY LEVEL AND
 AI3646'FLUSH WITH THE TOP OF THE SEWER ACCESS BOX.
 AI3646
 AI3646                          STATION RECOVERY (2001)
 AI3646
 AI3646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 AI3646'RECOVERED AS DESCRIBED
 AI3646'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3653 ***********************************************************************
 AI3653  SACS        -  This is a Secondary Airport Control Station.
 AI3653  DESIGNATION -  FSM D
 AI3653  PID         -  AI3653
 AI3653  STATE/COUNTY-  AR/SEBASTIAN
 AI3653  USGS QUAD   -  SOUTH FORT SMITH (1987)
 AI3653
 AI3653                         *CURRENT SURVEY CONTROL
 AI3653  ___________________________________________________________________
 AI3653* NAD 83(1997)-  35 20 05.66509(N)    094 22 40.14130(W)     ADJUSTED  
 AI3653* NAVD 88     -       139.02   (meters)     456.1    (feet)  GPS OBS   
 AI3653  ___________________________________________________________________
 AI3653  X           -    -397,627.368 (meters)                     COMP
 AI3653  Y           -  -5,193,916.858 (meters)                     COMP
 AI3653  Z           -   3,668,303.624 (meters)                     COMP
 AI3653  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 AI3653  ELLIP HEIGHT-         108.80  (meters)          (01/14/02) GPS OBS
 AI3653  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 AI3653
 AI3653  HORZ ORDER  -  FIRST
 AI3653  ELLP ORDER  -  THIRD     CLASS II
 AI3653
 AI3653.This mark is at Fort Smith Airport (FSM)
 AI3653
 AI3653.The horizontal coordinates were established by GPS observations
 AI3653.and adjusted by the National Geodetic Survey in February 2000..
 AI3653
 AI3653.The orthometric height was determined by GPS observations and a
 AI3653.high-resolution geoid model.
 AI3653
 AI3653.GPS derived orthometric heights for airport stations designated as
 AI3653.PACS or SACS are published to 2 decimal places.  This maintains
 AI3653.centimeter relative accuracy between the PACS and SACS.  It does
 AI3653.not indicate centimeter accuracy relative to other marks which are
 AI3653.part of the NAVD 88 network.
 AI3653
 AI3653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3653
 AI3653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3653
 AI3653.The ellipsoidal height was determined by GPS observations
 AI3653.and is referenced to NAD 83.
 AI3653
 AI3653.The geoid height was determined by GEOID03.
 AI3653
 AI3653;                    North         East     Units Scale Factor Converg.
 AI3653;SPC AR N     -   113,725.856   183,854.398   MT  0.99994535   -1 23 01.1
 AI3653;SPC AR N     -   373,115.58    603,195.64   sFT  0.99994535   -1 23 01.1
 AI3653;UTM  15      - 3,911,054.862   374,782.309   MT  0.99979323   -0 47 49.1
 AI3653
 AI3653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3653!SPC AR N     -   0.99998292  x   0.99994535  =   0.99992827
 AI3653!UTM  15      -   0.99998292  x   0.99979323  =   0.99977616
 AI3653
 AI3653                          SUPERSEDED SURVEY CONTROL
 AI3653
 AI3653.No superseded survey control is available for this station.
 AI3653
 AI3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7478211055(NAD 83)
 AI3653_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3653_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI3653+WITH SETTING: PAVEMENT
 AI3653_SP_SET: CONCRETE SEWER
 AI3653_STAMPING: FSM D 1999
 AI3653_MARK LOGO: NGS   
 AI3653_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3653+STABILITY: SURFACE MOTION
 AI3653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3653+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2001
 AI3653
 AI3653  HISTORY     - Date     Condition        Report By
 AI3653  HISTORY     - 1999111  MONUMENTED       NGS
 AI3653  HISTORY     - 20011207 GOOD             NGS
 AI3653
 AI3653                          STATION DESCRIPTION
 AI3653
 AI3653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 AI3653'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) . THE
 AI3653'STATION IS LOCATED NEAR THE SOUTH SIDE OF FORT SMITH AT THE FORT SMITH
 AI3653'REGIONAL AIRPORT, NEAR THE WEST END OF THE AIRPORT NEAR THE CENTER OF
 AI3653'A GRASS MEDIAN NORTH-NORTHWEST OF RUNWAY 7-25, SOUTH-SOUTHEAST OF
 AI3653'TAXIWAY A, WEST-SOUTHWEST OF TAXIWAY F AND JUST EAST-NORTHEAST OF AN
 AI3653'ASPHALT SERVICE ROAD TO THE ARRESTING CABLE SYSTEM, IN TOP OF AND NEAR
 AI3653'THE NORTHEAST CORNER OF A 4 X 6 X 5-FOOT DEEP CONCRETE CATCH BASIN,
 AI3653'AND NORTHEAST OF A LIGHTED WINDSOCK.  FOR ACCESS TO THE AIRPORT
 AI3653'CONTACT--MR BOB JOHNSON, AIRPORT MANAGER AT--ADDRESS-5600 AIRPORT
 AI3653'BLVD, SUITE 200, FORT SMITH, ARKANSAS, 72903.  PHONE-501-646-1681,
 AI3653'FAX-501-646-6487.  OR, MR JOHN PARKER, DIRECTOR OF OPERATIONS,
 AI3653'AT--PHONE-501-646-8537, OR 501-646-1681. NOTE--- (24 HOUR
 AI3653'NOTICE-ESCORT REQUIRED) .  TO REACH THE STATION FROM THE JUNCTION OF
 AI3653'INTERSTATE HIGHWAY 540 AND LEIGH AVENUE (EXIT 9) ,NEAR THE
 AI3653'SOUTHEASTERN PART OF FORT SMITH, GO EAST FOR 0.16 KM (0.10 MI) ON
 AI3653'LEIGH AVENUE TO A STOP SIGH AT THE INTERSECTION OF AIRPORT DRIVE.
 AI3653'TURN RIGHT, SOUTHWEST THEN EAST FOR 0.24 KM (0.15 MI) ON AIRPORT DRIVE
 AI3653'TO THE INTERSECTION OF PHOENIX STREET.  CROSS THE INTERSECTION, WHERE
 AI3653'AIRPORT DRIVE CHANGES TO AIRPORT BOULEVARD, CONTINUE EAST FOR 0.64 KM
 AI3653'(0.40 MI) ON AIRPORT BOULEVARD TO THE AIRPORT TERMINAL ON THE RIGHT
 AI3653'AND THE ADMINISTRATIVE OFFICE ON THE SECOND FLOOR.  THE STATION IS
 AI3653'47.3 M (155.2 FT) NORTHEAST OF A LIGHTED WINDSOCK.  39.5 M (129.6 FT)
 AI3653'EAST-NORTHEAST OF THE CENTER OF THE ASPHALT SERVICE ROAD.  37.1 M
 AI3653'(121.7 FT) SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST CONCRETE EDGE OF
 AI3653'TAXIWAY A.  THE STATION IS APPROXIMATELY 1.5 M (4.9 FT) BELOW THE
 AI3653'LEVEL OF TAXIWAY A AND FLUSH WITH THE TOP OF THE DRAIN.
 AI3653
 AI3653                          STATION RECOVERY (2001)
 AI3653
 AI3653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 AI3653'RECOVERED AS DESCRIBED
 AI3653'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1879 ***********************************************************************
 FF1879  DESIGNATION -  FULLER
 FF1879  PID         -  FF1879
 FF1879  STATE/COUNTY-  AR/INDEPENDENCE
 FF1879  USGS QUAD   -  HUFF (1980)
 FF1879
 FF1879                         *CURRENT SURVEY CONTROL
 FF1879  ___________________________________________________________________
 FF1879* NAD 83(1997)-  35 35 10.23211(N)    091 36 27.63277(W)     ADJUSTED  
 FF1879* NAVD 88     -       234.53   (+/-2cm)     769.5    (feet)  VERTCON   
 FF1879  ___________________________________________________________________
 FF1879  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FF1879  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1879
 FF1879  HORZ ORDER  -  FIRST
 FF1879  VERT ORDER  -  THIRD ? (See Below)
 FF1879
 FF1879.The horizontal coordinates were established by classical geodetic methods
 FF1879.and adjusted by the National Geodetic Survey in September 1999..
 FF1879
 FF1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1879.The vertical order pertains to the NGVD 29 superseded value.
 FF1879
 FF1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1879
 FF1879.The geoid height was determined by GEOID03.
 FF1879
 FF1879;                    North         East     Units Scale Factor Converg.
 FF1879;SPC AR N     -   139,062.997   435,554.908   MT  0.99993594   +0 13 41.9
 FF1879;SPC AR N     -   456,242.52  1,428,983.06   sFT  0.99993594   +0 13 41.9
 FF1879;UTM  15      - 3,938,942.872   626,143.232   MT  0.99979608   +0 48 37.2
 FF1879
 FF1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1879!SPC AR N     -   0.99996747  x   0.99993594  =   0.99990341
 FF1879!UTM  15      -   0.99996747  x   0.99979608  =   0.99976356
 FF1879
 FF1879|---------------------------------------------------------------------|
 FF1879| PID    Reference Object                     Distance      Geod. Az  |
 FF1879|                                                           dddmmss.s |
 FF1879| CI0954 FULLER RM 2                          47.671 METERS 00249     |
 FF1879| CI0952 FULLER AZ MK                                       0361434.3 |
 FF1879| CI0953 FULLER RM 1                          41.148 METERS 31104     |
 FF1879| FF1873 BATESVILLE ARK PWR LIGHT TANK       APPROX.21.1 KM 3514807.9 |
 FF1879| FF1875 BATESVILLE MASONIC HOME STACK       APPROX.21.4 KM 3552056.9 |
 FF1879| FF1874 BATESVILLE MASONIC HOME TANK        APPROX.21.4 KM 3553205.8 |
 FF1879|---------------------------------------------------------------------|
 FF1879
 FF1879                          SUPERSEDED SURVEY CONTROL
 FF1879
 FF1879  NAD 83(1986)-  35 35 10.24396(N)    091 36 27.63213(W) AD(       ) 1
 FF1879  NAD 27      -  35 35 09.96000(N)    091 36 27.14200(W) AD(       ) 1
 FF1879  NGVD 29 (07/19/86)  234.45   (m)          769.2    (f) LEVELING    3  
 FF1879
 FF1879.Superseded values are not recommended for survey control.
 FF1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1879.See file dsdata.txt to determine how the superseded data were derived.
 FF1879
 FF1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2614338943(NAD 83)
 FF1879_MARKER: DS = TRIANGULATION STATION DISK
 FF1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1879
 FF1879  HISTORY     - Date     Condition        Report By
 FF1879  HISTORY     - 1934     MONUMENTED       CGS
 FF1879  HISTORY     - 1954     GOOD             CGS
 FF1879  HISTORY     - 1964     GOOD             USGS
 FF1879
 FF1879                          STATION DESCRIPTION
 FF1879
 FF1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1879'STATION IS 16.2 MILES BY ROAD S OF BATESVILLE, 3.0 MILES
 FF1879'N OF PLEASANT PLAINS.  MARK IS LOCATED IN NE CORNER OF FIELD
 FF1879'(COTTON), 17 FEET W OF AN N-S FENCE, 41 FEET S OF A GATE
 FF1879'IN NE CORNER OF FIELD, 85 FEET S OF CENTER LINE OF JUNCTION
 FF1879'OF AN E-W AND AN N-S COUNTRY ROAD, AND ABOUT 80 FEET W OF
 FF1879'MR. FULLERS HOUSE.  MARK IS ABOUT 6 INCHES ABOVE THE GROUND.
 FF1879'
 FF1879'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 FF1879'DISKS SET IN CONCRETE CYLINDERS.
 FF1879'
 FF1879'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FF1879'
 FF1879'REFERENCE MARK NO.1 IS SET IN AN E-W FENCE LINE, S SIDE OF
 FF1879'ROAD, 41.17 METERS, (135.00 FEET) W OF STATION.  ABOUT
 FF1879'30 METERS W OF GATE LEADING INTO FIELD AND STATION AND 120
 FF1879'FEET W OF CENTER LINE OF JUNCTION OF AN E-W AND AN N-S ROAD.
 FF1879'
 FF1879'REFERENCE MARK NO.2 IS SET IN AN N-S FENCE LINE, W SIDE OF AN
 FF1879'N-S ROAD 47.72 METERS, (156.53 FEET) N OF STATION, 66 FEET
 FF1879'N OF AN E-W ROAD AND ABOUT 50 FEET N OF GATE LEADING INTO
 FF1879'FIELD AND STATION.
 FF1879'
 FF1879'AZIMUTH MARK IS SET IN A S-N FENCE LINE, ABOUT 0.35 MILE
 FF1879'NE OF STATION AND APPROXIMATELY 40 FEET S OF CENTER LINE
 FF1879'OF AN E-W COUNTRY ROAD.  TO REACH FROM STATION, GO N ON ROAD
 FF1879'LEADING FROM STATION FOR 0.1 MILE TO RIGHT TURN, THENCE RIGHT
 FF1879'FOR 0.2 MILE.
 FF1879'
 FF1879'TO REACH THE STATION FROM PLEASANT PLAINS, GO N ON STATE
 FF1879'ROUTE 11 FOR 2.8 MILES TO T-ROAD E, THENCE E 0.2 MILE TO STATION.
 FF1879'
 FF1879'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 FF1879
 FF1879                          STATION RECOVERY (1954)
 FF1879
 FF1879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1879'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 FF1879'GOOD CONDITION.  A DISCRIPANCY WAS NOTED ON THE DIRECTION TO THE
 FF1879'AZIMUTH MARK AND ON THE DISTANCE TO REFERENCE MARK 2.  A
 FF1879'COMPLETE NEW DISCRIPTION FOLLOWS-
 FF1879'
 FF1879'THE STATION IS LOCATED ABOUT 16 MILES SOUTH OF BATESVILLE, 3
 FF1879'MILES NORTH OF THE SMALL SETTLEMENT OF PLEASANT, 0.2 MILE
 FF1879'EAST OF STATE HIGHWAY 11, 95 FEET SOUTH OF THE CENTER OF
 FF1879'A GRAVELED ROAD, 90 FEET WEST OF THE NORTHWEST CORNER OF A FARM
 FF1879'HOUSE, 18 FEET WEST OF A WIRE FENCE, 11 FEET SOUTH OF A WHITE 4
 FF1879'IN X 4 IN WITNESS POST AND A WIRE FENCE, AND ON LAND OWNED
 FF1879'BY MRS. E.H. BECK.
 FF1879'
 FF1879'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 FF1879'11 AND THE MAIN STREET IN PLEASANT, GO NORTH ON STATE HIGHWAY
 FF1879'11 FOR 2.65 MILES TO GRAVELED ROAD ON THE RIGHT, TURN RIGHT
 FF1879'(EAST) AND FOLLOW THE GRAVELED ROAD FOR 0.2 MILE TO WHERE
 FF1879'THE ROAD TURNS FROM EAST TO NORTH AND THE STATION ON THE
 FF1879'RIGHT AS DESCRIBED.
 FF1879'
 FF1879'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND EAST ON
 FF1879'THE GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT
 FF1879'AS DESCRIBED.
 FF1879'
 FF1879'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF1879'FULLER 1934.
 FF1879'
 FF1879'REFERENCE MARK 1 IS 30 FEET WEST OF A 12-INCH HICKORY TREE
 FF1879'AND 17 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.  THE
 FF1879'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FULLER NO 1
 FF1879'1934.
 FF1879'
 FF1879'REFERENCE MARK 2 IS 18 FEET WEST OF THE CENTER OF THE GRAVELED
 FF1879'ROAD AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS
 FF1879'12 INCHES AND THE DISK IS STAMPED FULLER NO 2 1934.
 FF1879'
 FF1879'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF THE GRAVELED
 FF1879'ROAD, 2 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1
 FF1879'FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES AND
 FF1879'THE DISK IS STAMPED FULLER 1934 AZI.
 FF1879'
 FF1879'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 34 METERS.
 FF1879
 FF1879                          STATION RECOVERY (1964)
 FF1879
 FF1879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1879'REFERENCE MARK 1 HAS BEEN HIT BY A GRADER AND IS LEANING
 FF1879'ABOUT 40 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1574 ***********************************************************************
 DL1574  DESIGNATION -  FULTON
 DL1574  PID         -  DL1574
 DL1574  STATE/COUNTY-  AR/HEMPSTEAD
 DL1574  USGS QUAD   -  FULTON (1975)
 DL1574
 DL1574                         *CURRENT SURVEY CONTROL
 DL1574  ___________________________________________________________________
 DL1574* NAD 83(1997)-  33 36 50.60105(N)    093 48 52.96922(W)     ADJUSTED  
 DL1574* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 DL1574  ___________________________________________________________________
 DL1574  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DL1574  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL1574
 DL1574  HORZ ORDER  -  SECOND
 DL1574
 DL1574.The horizontal coordinates were established by classical geodetic methods
 DL1574.and adjusted by the National Geodetic Survey in September 1999..
 DL1574
 DL1574.The orthometric height was scaled from a topographic map.
 DL1574
 DL1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1574
 DL1574.The geoid height was determined by GEOID03.
 DL1574
 DL1574;                    North         East     Units Scale Factor Converg.
 DL1574;SPC AR S     -   506,569.905   231,611.715   MT  0.99994521   -1 00 56.4
 DL1574;SPC AR S     - 1,661,971.43    759,879.43   sFT  0.99994521   -1 00 56.4
 DL1574;UTM  15      - 3,719,662.072   424,423.414   MT  0.99967042   -0 27 03.8
 DL1574
 DL1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1574!SPC AR S     -   0.99999153  x   0.99994521  =   0.99993674
 DL1574!UTM  15      -   0.99999153  x   0.99967042  =   0.99966195
 DL1574
 DL1574|---------------------------------------------------------------------|
 DL1574| PID    Reference Object                     Distance      Geod. Az  |
 DL1574|                                                           dddmmss.s |
 DL1574| CX5860 FULTON RM 1                          22.114 METERS 14042     |
 DL1574| CX5861 FULTON RM 2                          25.717 METERS 19627     |
 DL1574| DL1548 TT 36 KW                            APPROX.20.1 KM 2232205.0 |
 DL1574| DL0916 FULTON 1                             28.969 METERS 35838     |
 DL1574|---------------------------------------------------------------------|
 DL1574
 DL1574                          SUPERSEDED SURVEY CONTROL
 DL1574
 DL1574  NAD 83(1997)-  33 36 50.60713(N)    093 48 52.96294(W) AD(       ) 2
 DL1574  NAD 83(1997)-  33 36 50.60722(N)    093 48 52.96275(W) AD(       ) 2
 DL1574  NAD 83(1986)-  33 36 50.60950(N)    093 48 52.95778(W) AD(       ) 2
 DL1574  NAD 27      -  33 36 50.17400(N)    093 48 52.29200(W) AD(       ) 2
 DL1574
 DL1574.Superseded values are not recommended for survey control.
 DL1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1574.See file dsdata.txt to determine how the superseded data were derived.
 DL1574
 DL1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2442319662(NAD 83)
 DL1574_MARKER: DS = TRIANGULATION STATION DISK
 DL1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1574
 DL1574  HISTORY     - Date     Condition        Report By
 DL1574  HISTORY     - 1951     MONUMENTED       CGS
 DL1574  HISTORY     - 1963     GOOD             CGS
 DL1574
 DL1574                          STATION DESCRIPTION
 DL1574
 DL1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1574'THE STATION IS LOCATED NEAR THE CENTER OF THE SMALL TOWN OF
 DL1574'FULTON, 63 FEET SOUTH OF THE APPROXIMATE CENTER OF A MACADAM
 DL1574'ROAD, 43 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 DL1574'ROAD, AND ON A VACANT TOWN LOT.
 DL1574'
 DL1574'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 DL1574'FULTON 1951.
 DL1574'
 DL1574'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE APPROXIMATE
 DL1574'CENTER OF THE GRAVELED ROAD, 14 FEET SOUTHWEST OF A POWER
 DL1574'LINE POLE, 1 FOOT NORTH OF A FENCE CORNER, AND 1 FOOT WEST
 DL1574'OF THE WEST EDGE OF A CONCRETE SIDEWALK.  THE MARK IS FLUSH
 DL1574'WITH THE GROUND, AND THE DISK IS STAMPED FULTON NO 1 1951.
 DL1574'
 DL1574'REFERENCE MARK NO. 2 IS 5 FEET EAST OF A POWER POLE, AND 1.5
 DL1574'FEET NORTH OF A YARD FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 DL1574'AND THE DISK IS STAMPED FULTON NO 2 1951.
 DL1574'
 DL1574'P.B.M. FULTON 1 (USE) IS 29 FEET NORTH OF THE APPROXIMATE
 DL1574'CENTER OF THE MACADAM ROAD, 21 FEET WEST OF THE APPROXIMATE
 DL1574'CENTER OF THE GRAVELED STREET, 10 FEET NORTHWEST OF POWER
 DL1574'POLE NO. 5749, AND 1 FOOT EAST OF A YARD FENCE.  THE MARK IS
 DL1574'A 3 1/2-INCH IRON PIPE WITH A BRONZE CAP ON THE TOP, AND THE
 DL1574'STAMPING ON THE CAP IS NOT READABLE.
 DL1574'
 DL1574'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 DL1574'TOP OF 12-INCH CONCRETE CYLINDERS.
 DL1574'
 DL1574'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1574
 DL1574                          STATION RECOVERY (1963)
 DL1574
 DL1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DL1574'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 DL1574'IN GOOD CONDITION.  P.B.M. FULTON 1 (USE), THAT WAS LOCATED
 DL1574'95.04 FEET NORTH OF THE STATION, HAS BEEN DESTROYED.
 DL1574'
 DL1574'THE STATION IS LOCATED 1 BLOCK NORTH AND 1 BLOCK EAST OF THE
 DL1574'FULTON POST OFFICE, 63 FEET SOUTH OF CENTERLINE OF EAST-WEST
 DL1574'STREET, 43 FEET WEST OF CENTERLINE OF NORTH-SOUTH STREET,
 DL1574'ABOUT 30 FEET EAST OF A POINT JUST SOUTH OF THE CENTER OF
 DL1574'THE EAST SIDE OF A BRICK HOUSE AND ABOUT 2 INCHES BELOW
 DL1574'SURFACE OF THE GROUND.  R.M. NO. 1 IS SOUTHEAST OF THE STATION
 DL1574'AND IS ABOUT 1-1/2 FEET NORTHEAST OF THE NORTHEAST CORNER
 DL1574'OF A GARDEN.  R.M. NO. 2 IS SOUTH-SOUTHWEST OF THE STATION
 DL1574'AND IS ABOUT 1 FOOT NORTH OF AN OLD BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0957 ***********************************************************************
 DL0957  DESIGNATION -  FULTON 1 REF PT
 DL0957  PID         -  DL0957
 DL0957  STATE/COUNTY-  AR/HEMPSTEAD
 DL0957  USGS QUAD   -  FULTON (1975)
 DL0957
 DL0957                         *CURRENT SURVEY CONTROL
 DL0957  ___________________________________________________________________
 DL0957* NAD 83(1986)-  33 36 53.     (N)    093 48 35.     (W)     SCALED    
 DL0957* NAVD 88     -        79.431  (meters)     260.60   (feet)  ADJUSTED  
 DL0957  ___________________________________________________________________
 DL0957  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL0957  DYNAMIC HT  -          79.347 (meters)     260.32  (feet)  COMP
 DL0957  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 DL0957
 DL0957  VERT ORDER  -  SECOND    CLASS 0
 DL0957
 DL0957.The horizontal coordinates were scaled from a topographic map and have
 DL0957.an estimated accuracy of +/- 6 seconds.
 DL0957
 DL0957.The orthometric height was determined by differential leveling
 DL0957.and adjusted by the National Geodetic Survey in June 1991..
 DL0957
 DL0957.The geoid height was determined by GEOID03.
 DL0957
 DL0957.The dynamic height is computed by dividing the NAVD 88
 DL0957.geopotential number by the normal gravity value computed on the
 DL0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0957.degrees latitude (g = 980.6199 gals.).
 DL0957
 DL0957.The modeled gravity was interpolated from observed gravity values.
 DL0957
 DL0957;                    North         East    Units  Estimated Accuracy
 DL0957;SPC AR S     -   506,640.      232,080.      MT  (+/- 180 meters Scaled)
 DL0957
 DL0957                          SUPERSEDED SURVEY CONTROL
 DL0957
 DL0957  NGVD 29 (??/??/92)   79.448  (m)          260.66   (f) ADJ UNCH    2 0
 DL0957
 DL0957.Superseded values are not recommended for survey control.
 DL0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0957.See file dsdata.txt to determine how the superseded data were derived.
 DL0957
 DL0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT248197(NAD 83)
 DL0957_MARKER: P = PIPE CAP
 DL0957_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0957_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0957_STAMPING: US ENG. DEPT. VICKSBURG DIST. PRP FULTON
 DL0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0957
 DL0957  HISTORY     - Date     Condition        Report By
 DL0957  HISTORY     - UNK      MONUMENTED       USE
 DL0957  HISTORY     - 1935     GOOD             NGS
 DL0957  HISTORY     - 1963     GOOD             NGS
 DL0957
 DL0957                          STATION DESCRIPTION
 DL0957
 DL0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0957'IN FULTON.
 DL0957'AT FULTON, 80 FEET N OF MO. PAC. STATION, 20 FEET E OF C/L OF STATE
 DL0957'HIGHWAY NO. 55, 40 FEET NW OF GROUP OF 3 TOMBSTONES MARKING GRAVES, 6
 DL0957'FEET N OF SW CORNER OF LAWN FENCE.  BRONZE CAP, ON TOP OF A FOUR-INCH
 DL0957'PIPE, AND STAMPED US ENG. DEPT., VICKSBURG DIST.  PRP FULTON NO. 1.
 DL0957'NOTE-- TOP OF CAP WAS USED AS BM.
 DL0957
 DL0957                          STATION RECOVERY (1963)
 DL0957
 DL0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0910 ***********************************************************************
 DL0910  DESIGNATION -  FULTON 2
 DL0910  PID         -  DL0910
 DL0910  STATE/COUNTY-  AR/HEMPSTEAD
 DL0910  USGS QUAD   -  FULTON (1975)
 DL0910
 DL0910                         *CURRENT SURVEY CONTROL
 DL0910  ___________________________________________________________________
 DL0910* NAD 83(1997)-  33 36 44.91278(N)    093 48 49.96216(W)     ADJUSTED  
 DL0910* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 DL0910  ___________________________________________________________________
 DL0910  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DL0910  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL0910
 DL0910  HORZ ORDER  -  SECOND
 DL0910
 DL0910.The horizontal coordinates were established by classical geodetic methods
 DL0910.and adjusted by the National Geodetic Survey in September 1999..
 DL0910
 DL0910.The orthometric height was scaled from a topographic map.
 DL0910
 DL0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0910
 DL0910.The geoid height was determined by GEOID03.
 DL0910
 DL0910;                    North         East     Units Scale Factor Converg.
 DL0910;SPC AR S     -   506,393.313   231,686.109   MT  0.99994541   -1 00 54.8
 DL0910;SPC AR S     - 1,661,392.06    760,123.51   sFT  0.99994541   -1 00 54.8
 DL0910;UTM  15      - 3,719,486.271   424,499.524   MT  0.99967027   -0 27 02.0
 DL0910
 DL0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0910!SPC AR S     -   0.99999168  x   0.99994541  =   0.99993709
 DL0910!UTM  15      -   0.99999168  x   0.99967027  =   0.99966196
 DL0910
 DL0910                          SUPERSEDED SURVEY CONTROL
 DL0910
 DL0910  NAD 83(1997)-  33 36 44.91887(N)    093 48 49.95587(W) AD(       ) 2
 DL0910  NAD 83(1997)-  33 36 44.91895(N)    093 48 49.95568(W) AD(       ) 2
 DL0910  NAD 83(1986)-  33 36 44.92129(N)    093 48 49.95072(W) AD(       ) 2
 DL0910  NAD 27      -  33 36 44.48500(N)    093 48 49.28600(W) AD(       ) 2
 DL0910
 DL0910.Superseded values are not recommended for survey control.
 DL0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0910.See file dsdata.txt to determine how the superseded data were derived.
 DL0910
 DL0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2450019486(NAD 83)
 DL0910_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0910_STAMPING: US ENG DEPT VICKSBURG DIST PRP FULTON NO
 DL0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0910
 DL0910  HISTORY     - Date     Condition        Report By
 DL0910  HISTORY     - 1941     MONUMENTED       USE
 DL0910  HISTORY     - 1963     GOOD             CGS
 DL0910  HISTORY     - 1963     GOOD             NGS
 DL0910
 DL0910                          STATION DESCRIPTION
 DL0910
 DL0910'DESCRIBED BY US ENGINEERS 1941 (FBQ)
 DL0910'STATION IS LOCATED IN THE SE PART OF THE TOWN OF FULTON,
 DL0910'NEAR THE RAILROAD DEPOT.  IT IS 18 FEET E OF THE CENTER
 DL0910'LINE OF A DIRT ROAD, 90 FEET N OF THE NW CORNER OF THE DEPOT AND
 DL0910'6 FEET N OF A FENCE CORNER.  IT IS A 3 1/2-INCH BRASS USE CAP ON
 DL0910'AN IRON PIPE.  PIPE IS PAINTED WHITE, AND PROJECTS 12 INCHES.
 DL0910'IT IS STAMPED ELEV. FT. M C L FULTON NO. 1.
 DL0910'
 DL0910'STATION WAS LOCATED BY DIRECTION AND U.S. ENGINEERS DISTANCE
 DL0910'FROM P.B.M. FULTON 1 (USE) WHICH IS 717.45 FEET N 20 DEG
 DL0910'57 MIN 18 SEC W OF STATION.
 DL0910
 DL0910                          STATION RECOVERY (1963)
 DL0910
 DL0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DL0910'THIS STATION RECOVERED AND FOUND IN GOOD CONDITION.  IT WAS
 DL0910'RECOVERED TO THE NORTH OF THE FULTON STATION SIGN, ABOUT
 DL0910'100 FEET NORTH OF B.M. X 63 AND 6 FEET NORTH OF THE SOUTHWEST
 DL0910'CORNER OF A STEEL FENCE TO THE SOUTHWEST OF A BRICK HOUSE.
 DL0910
 DL0910                          STATION RECOVERY (1963)
 DL0910
 DL0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0910'IN FULTON.
 DL0910'THIS MARK WAS RECOVERED TO THE NORTHWEST OF THE FULTON STATION SIGN,
 DL0910'ABOUT 100 FEET NORTH OF B.M. X 63, 6 FEET NORTH OF THE SOUTHWEST
 DL0910'CORNER OF A STEEL FENCE AND IS NEAR THE SOUTHWEST CORNER OF A YARD TO
 DL0910'SOUTHWEST OF A BRICK HOUSE.  THIS MARK APPEARS TO BE IDENTICAL WITH
 DL0910'MARK PRP 1 FULTON (U.S.E.) DESCRIBED IN LINE 103, TEXARCANA TO GURDON,
 DL0910'ARKANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0956 ***********************************************************************
 DL0956  DESIGNATION -  FULTON REF PT
 DL0956  PID         -  DL0956
 DL0956  STATE/COUNTY-  AR/HEMPSTEAD
 DL0956  USGS QUAD   -  FULTON (1975)
 DL0956
 DL0956                         *CURRENT SURVEY CONTROL
 DL0956  ___________________________________________________________________
 DL0956* NAD 83(1986)-  33 36 49.     (N)    093 48 42.     (W)     SCALED    
 DL0956* NAVD 88     -        79.599  (meters)     261.15   (feet)  ADJUSTED  
 DL0956  ___________________________________________________________________
 DL0956  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL0956  DYNAMIC HT  -          79.516 (meters)     260.88  (feet)  COMP
 DL0956  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 DL0956
 DL0956  VERT ORDER  -  SECOND    CLASS 0
 DL0956
 DL0956.The horizontal coordinates were scaled from a topographic map and have
 DL0956.an estimated accuracy of +/- 6 seconds.
 DL0956
 DL0956.The orthometric height was determined by differential leveling
 DL0956.and adjusted by the National Geodetic Survey in June 1991..
 DL0956
 DL0956.The geoid height was determined by GEOID03.
 DL0956
 DL0956.The dynamic height is computed by dividing the NAVD 88
 DL0956.geopotential number by the normal gravity value computed on the
 DL0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0956.degrees latitude (g = 980.6199 gals.).
 DL0956
 DL0956.The modeled gravity was interpolated from observed gravity values.
 DL0956
 DL0956;                    North         East    Units  Estimated Accuracy
 DL0956;SPC AR S     -   506,520.      231,890.      MT  (+/- 180 meters Scaled)
 DL0956
 DL0956                          SUPERSEDED SURVEY CONTROL
 DL0956
 DL0956  NGVD 29 (??/??/92)   79.616  (m)          261.21   (f) ADJ UNCH    2 0
 DL0956
 DL0956.Superseded values are not recommended for survey control.
 DL0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0956.See file dsdata.txt to determine how the superseded data were derived.
 DL0956
 DL0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT247196(NAD 83)
 DL0956_MARKER: P = PIPE CAP
 DL0956_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0956_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0956
 DL0956  HISTORY     - Date     Condition        Report By
 DL0956  HISTORY     - UNK      MONUMENTED       USE
 DL0956  HISTORY     - 1935     GOOD             NGS
 DL0956  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0956
 DL0956                          STATION DESCRIPTION
 DL0956
 DL0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0956'IN FULTON.
 DL0956'AT FULTON, 0.2 MILE N OF MO. PAC. STATION, 30 FEET N OF C/L OF STATE
 DL0956'HIGHWAY NO. 55 AT TURN, NW OF INTERSECTION OF STREETS AT RIGHT ANGLE
 DL0956'TURN IN STATE HIGHWAY NO. 55.  NOTE-- TOP OF CAP WAS USED AS BM.
 DL0956
 DL0956                          STATION RECOVERY (1963)
 DL0956
 DL0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1828 ***********************************************************************
 FG1828  DESIGNATION -  FURGERSON RESET
 FG1828  PID         -  FG1828
 FG1828  STATE/COUNTY-  AR/POPE
 FG1828  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1828
 FG1828                         *CURRENT SURVEY CONTROL
 FG1828  ___________________________________________________________________
 FG1828* NAD 83(1997)-  35 21 24.46571(N)    093 07 47.48078(W)     ADJUSTED  
 FG1828* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 FG1828  ___________________________________________________________________
 FG1828  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 FG1828  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FG1828
 FG1828  HORZ ORDER  -  FIRST
 FG1828
 FG1828.The horizontal coordinates were established by classical geodetic methods
 FG1828.and adjusted by the National Geodetic Survey in September 1999..
 FG1828
 FG1828.The orthometric height was scaled from a topographic map.
 FG1828
 FG1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1828
 FG1828.The geoid height was determined by GEOID03.
 FG1828
 FG1828;                    North         East     Units Scale Factor Converg.
 FG1828;SPC AR N     -   114,133.396   297,315.279   MT  0.99994377   -0 39 26.9
 FG1828;SPC AR N     -   374,452.65    975,441.88   sFT  0.99994377   -0 39 26.9
 FG1828;UTM  15      - 3,912,619.291   488,202.108   MT  0.99960172   -0 04 30.5
 FG1828
 FG1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1828!SPC AR N     -   0.99996939  x   0.99994377  =   0.99991316
 FG1828!UTM  15      -   0.99996939  x   0.99960172  =   0.99957113
 FG1828
 FG1828|---------------------------------------------------------------------|
 FG1828| PID    Reference Object                     Distance      Geod. Az  |
 FG1828|                                                           dddmmss.s |
 FG1828| CI0959 FURGERSON RM 2                       27.993 METERS 00520     |
 FG1828| CI0960 FURGERSON RM 3                       24.562 METERS 03605     |
 FG1828| CI0958 FURGERSON RM 1                       21.235 METERS 09626     |
 FG1828| FG1581 BROWN                               APPROX.14.0 KM 1423645.1 |
 FG1828| FG1827 RUSSELLVILLE FED COMPRESS E TK      APPROX. 9.2 KM 1734713.8 |
 FG1828| FG1826 RUSSELLVILLE FED COMPRESS W TK      APPROX. 9.2 KM 1735259.1 |
 FG1828| CI0957 FURGERSON AZ MK                                    1950433.0 |
 FG1828|---------------------------------------------------------------------|
 FG1828
 FG1828                          SUPERSEDED SURVEY CONTROL
 FG1828
 FG1828  NAD 83(1986)-  35 21 24.47815(N)    093 07 47.47849(W) AD(       ) 1
 FG1828  NAD 27      -  35 21 24.18100(N)    093 07 46.85100(W) AD(       ) 1
 FG1828
 FG1828.Superseded values are not recommended for survey control.
 FG1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1828.See file dsdata.txt to determine how the superseded data were derived.
 FG1828
 FG1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8820212619(NAD 83)
 FG1828_MARKER: DS = TRIANGULATION STATION DISK
 FG1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1828_STAMPING: FURGERSON 1940 1967
 FG1828_PROJECTION: FLUSH
 FG1828
 FG1828  HISTORY     - Date     Condition        Report By
 FG1828  HISTORY     - 1967     MONUMENTED       CGS
 FG1828
 FG1828                          STATION DESCRIPTION
 FG1828
 FG1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1828'REFERENCE MARK 1, UNDERGROUND STATION MARK AND THE AZIMUTH MARK
 FG1828'WERE RECOVERD IN GOOD CONDTION.  THE SURFACE STATION MARK AND
 FG1828'REFERENCE MARK 2 WERE FOUND DESTROYED.  A NEW SURFACE MARK WAS
 FG1828'ESTABLISHED AND REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.
 FG1828'THE AZIMUTH MARK WILL NOT SEE THE STATION GROUND TO GROUND
 FG1828'DUE TO TIMBER.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1828'
 FG1828'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF RUSSELLVILLE,
 FG1828'ON THE NORTHEAST PART OF A FLAT-TOPPED RIDGE KNOWN AS LINKER
 FG1828'MOUNTAIN AND IN THE YARD OF MR. ROY KARNES.
 FG1828'
 FG1828'TO REACH FROM THE JUNCTION OF INTERSTATE 40 AND STATE HIGHWAY 7
 FG1828'ABOUT 1 MILE NORTH OF RUSSELLVILLE, GO NORTH ON STATE HIGHWAY 7
 FG1828'FOR 2.5 MILES TO A SIDE ROAD LEFT AT THE NORTHEAST CORNER OF
 FG1828'THE RUSSELLVILLE COUNTY CLUB.  TURN LEFT AND GO WEST ON GRADED
 FG1828'ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WEST
 FG1828'ON GRADED ROAD FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK
 FG1828'AND GO NORTHERLY ON GRADED ROAD FOR 0.95 MILE TO A HOUSE ON THE
 FG1828'LEFT AND THE AZIMUTH MARK ABOUT 100 YARDS SOUTHWEST OF THE
 FG1828'SOUTHWEST CORNER OF THE HOUSE.  CONTINUE AHEAD AND GO NORTH
 FG1828'ON DIRT ROAD FOR 0.4 MILE TO THE HOME OF MR. ROY KARNES AND
 FG1828'THE STATION ON THE LEFT.
 FG1828'
 FG1828'STATION MARK IS A STANDARD DISK, STAMPED FURGERSON 1940 1967,
 FG1828'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 FG1828'SURFACE.  IT IS 61.5 FEET EAST-NORTHEAST OF THE SOUTHEAST
 FG1828'CORNER OF THE HOUSE, 58.6 FEET EAST-SOUTHEAST OF THE NORTHEAST
 FG1828'CORNER OF THE HOUSE, 12 FEET WEST OF THE CENTER OF THE DIRT ROAD
 FG1828'AND 29 FEET WEST OF A FENCE CORNER.
 FG1828'
 FG1828'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FURGERSON NO 1 1940,
 FG1828'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1828'3 INCHES.  IT IS 125 FEET EAST OF THE NORTHEAST CORNER OF THE
 FG1828'HOUSE, 58 FEET EAST OF THE CENTER OF THE ROAD, 41 FEET EAST
 FG1828'OF THE FENCE CORNER AND 5 FEET NORTH OF A FENCE.
 FG1828'
 FG1828'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FURGERSON NO 3 1940
 FG1828'1967, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE
 FG1828'GROUND.  IT IS 102 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FG1828'HOUSE, 74.5 FEET NORTH OF THE FENCE CORNER AND 24 FEET EAST
 FG1828'OF THE CENTER OF THE DIRT ROAD.
 FG1828'
 FG1828'AZIMUTH MARK IS A STANDARD DISK, STAMPED FURGERSON 1940, SET IN
 FG1828'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 FG1828'IT IS 100 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 112
 FG1828'FEET NORTH-NORTHEAST OF THE NORTH GATE POST OF A GATE, 72 FEET
 FG1828'WEST OF THE NORTHWEST CORNER OF AN OLD CONCRETE FOUNDATION,
 FG1828'20 FEET EAST OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 FG1828'THE MARK WILL NOT SEE THE STATION DUE TO TIMBER.
 FG1828'
 FG1828'FURGERSON 1940 1967 TO R.M. 1 = -1.6875 FEET.
 FG1828'
 FG1828'FURGERSON 1940 1967 TO R.M. 3 = PLUS 0.3135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1883 ***********************************************************************
 FF1883  DESIGNATION -  FURGESON
 FF1883  PID         -  FF1883
 FF1883  STATE/COUNTY-  AR/INDEPENDENCE
 FF1883  USGS QUAD   -  FLORAL (1973)
 FF1883
 FF1883                         *CURRENT SURVEY CONTROL
 FF1883  ___________________________________________________________________
 FF1883* NAD 83(1997)-  35 34 03.93704(N)    091 47 08.18070(W)     ADJUSTED  
 FF1883* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 FF1883  ___________________________________________________________________
 FF1883  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FF1883  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1883
 FF1883  HORZ ORDER  -  FIRST
 FF1883
 FF1883.The horizontal coordinates were established by classical geodetic methods
 FF1883.and adjusted by the National Geodetic Survey in September 1999..
 FF1883
 FF1883.The orthometric height was scaled from a topographic map.
 FF1883
 FF1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1883
 FF1883.The geoid height was determined by GEOID03.
 FF1883
 FF1883;                    North         East     Units Scale Factor Converg.
 FF1883;SPC AR N     -   136,970.254   419,434.250   MT  0.99993598   +0 07 29.1
 FF1883;SPC AR N     -   449,376.57  1,376,093.87   sFT  0.99993598   +0 07 29.1
 FF1883;UTM  15      - 3,936,686.898   610,047.294   MT  0.99974924   +0 42 23.2
 FF1883
 FF1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1883!SPC AR N     -   0.99996833  x   0.99993598  =   0.99990431
 FF1883!UTM  15      -   0.99996833  x   0.99974924  =   0.99971758
 FF1883
 FF1883:                Primary Azimuth Mark                     Grid Az
 FF1883:SPC AR N     -  FURGESON AZ MK 2                         016 14 35.3
 FF1883:UTM  15      -  FURGESON AZ MK 2                         015 39 41.2
 FF1883
 FF1883|---------------------------------------------------------------------|
 FF1883| PID    Reference Object                     Distance      Geod. Az  |
 FF1883|                                                           dddmmss.s |
 FF1883| CI0962 FURGESON AZ MK 2                                   0162204.4 |
 FF1883| CI0963 FURGESON RM 1                       127.888 METERS 05501     |
 FF1883| CI0961 FURGESON AZ MK                                     0585812.5 |
 FF1883| CI0964 FURGESON RM 2                       102.986 METERS 09315     |
 FF1883|---------------------------------------------------------------------|
 FF1883
 FF1883                          SUPERSEDED SURVEY CONTROL
 FF1883
 FF1883  NAD 83(1986)-  35 34 03.94906(N)    091 47 08.18030(W) AD(       ) 1
 FF1883  NAD 27      -  35 34 03.66600(N)    091 47 07.66500(W) AD(       ) 1
 FF1883
 FF1883.Superseded values are not recommended for survey control.
 FF1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1883.See file dsdata.txt to determine how the superseded data were derived.
 FF1883
 FF1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1004736687(NAD 83)
 FF1883_MARKER: DS = TRIANGULATION STATION DISK
 FF1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1883
 FF1883  HISTORY     - Date     Condition        Report By
 FF1883  HISTORY     - 1934     MONUMENTED       CGS
 FF1883  HISTORY     - 1954     GOOD             CGS
 FF1883  HISTORY     - 1969     GOOD             CGS
 FF1883
 FF1883                          STATION DESCRIPTION
 FF1883
 FF1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1883'STATION IS LOCATED 2.9 MILES BY ROAD SW OF FLORAL, 12 MILES
 FF1883'W OF PLEASANT PLAINS, IN WOODLAND BELONGING TO C. A. FURGESON,
 FF1883'WHO LIVES 0.2 MILE N OF STATION IN SE 1/4 SEC. 19, T 11 N, R 7 W.
 FF1883'
 FF1883'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 FF1883'SET IN CONCRETE CYLINDERS.
 FF1883'
 FF1883'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FF1883'
 FF1883'REFERENCE MARK NO.1 IS E OF STATION 419.80 FEET, (127.94 METERS)
 FF1883'ON AN N-S FENCE LINE AND ON N SIDE OF AN E-W DIRT ROAD, 4.25
 FF1883'METERS FROM CENTER LINE.
 FF1883'
 FF1883'REFERENCE MARK NO.2 IS E OF STATION ALONG AN E-W FENCE LINE,
 FF1883'337.92 FEET, (103.92 METERS) ON N SIDE OF AN E-W DIRT ROAD
 FF1883'8.20 METERS FROM CENTER LINE.
 FF1883'
 FF1883'AZIMUTH MARK IS 2 MILES NE OF STATION, ON LAND BELONGING
 FF1883'TO CLAYTE PEARSON, S OF AN OLD CHICKEN HOUSE 1.5 METERS,
 FF1883'(150 FEET) S OF AN E-W ROAD.
 FF1883'
 FF1883'TO REACH FROM PLEASANT PLAINS, GO W ON DIRT ROAD 0.5 MILE
 FF1883'N OF POST OFFICE, FOR 9.1 MILES TO FLORAL.  FROM FLORAL
 FF1883'CONTINUE W 0.3 MILE TO FORKS 100 YARDS W OF SCHOOLHOUSE.
 FF1883'HERE TAKE LEFT FORK 2.6 MILES TO STATION.
 FF1883'
 FF1883'HEIGHT OF LIGHT ABOVE STATION MARK - 47 METERS.
 FF1883
 FF1883                          STATION RECOVERY (1954)
 FF1883
 FF1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1883'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 FF1883'GOOD CONDITION.  A CHICKEN HOUSE HAS BEEN BUILT BETWEEN THE
 FF1883'AZIMUTH MARK AND THE STATION AND A 20-FOOT TOWER WOULD HAVE
 FF1883'BEEN NEEDED AT THE AZIMUTH MARK, SO THEREFOR A NEW AZIMUTH
 FF1883'MARK WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 FF1883'
 FF1883'THE STATION IS LOCATED IN SECTION 19, T 11 N, R 7 W, ABOUT
 FF1883'12 MILES WEST OF PLEASANT PLAINS, 3 MILES SOUTHWEST OF FLORAL,
 FF1883'10 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST AND A WIRE
 FF1883'FENCE, AND ON LAND OWNED BY MR. C.A. FURGESON.
 FF1883'
 FF1883'TO REACH THE STATION FROM THE POST OFFICE IN CONCORD, GO WEST
 FF1883'ON STATE HIGHWAY 25, FOR 0.2 MILE TO A T-ROAD LEFT, TURN LEFT
 FF1883'(SOUTH) AND FOLLOW THE MAIN GRAVELED ROAD FOR 2 MILES TO THE
 FF1883'BANNER POST OFFICE ON THE RIGHT, CONTINUE SOUTHERLY ON THE
 FF1883'MAIN GRAVELED ROAD FOR 6.2 MILES TO A REVERSE Y-JUNCTION ON
 FF1883'THE RIGHT AT THE FLORAL TOWN LIMIT, TURN SHARP RIGHT AND GO
 FF1883'SOUTHWEST ON THE MAIN GRAVELED ROAD FOR 1.9 MILES TO A
 FF1883'Y-JUNCTION, CONTINUE ON THE LEFT ROAD FOR 0.35 MILE TO MR. E.
 FF1883'FRAIZERS FARM BUILDINGS ON THE RIGHT AND THE NEW AZIMUTH MARK
 FF1883'ON THE LEFT, CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 0.2
 FF1883'MILE TO REFERENCE MARK 1 ON THE RIGHT, CONTINUE FOR 0.1 MILE
 FF1883'TO A TRACK ROAD, A WIRE GATE AND REFERENCE MARK 2, TURN
 FF1883'RIGHT (WEST) AND GO FOR 0.05 MILE TO THE STATION AS
 FF1883'DESCRIBED.
 FF1883'
 FF1883'TO REACH THE ORIGINAL AZIMUTH MARK FROM THE FLORAL POST OFFICE,
 FF1883'GO SOUTH FOR 0.2 MILE TO A ROAD FORK, CONTINUE ON THE RIGHT
 FF1883'ROAD (UP-HILL) FOR 0.3 MILE TO THE SUMMIT OF THE HILL AND
 FF1883'FARM HOME OF MR. CLAYTON PEARSON AND THE AZIMUTH MARK IN HIS
 FF1883'FARMYARD AS DESCRIBED.
 FF1883'
 FF1883'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1883'FURGESON 1934.
 FF1883'
 FF1883'REFERENCE MARK 1 IS 15 FEET WEST OF THE CENTER OF THE ROAD AND
 FF1883'1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES
 FF1883'AND THE DISK IS STAMPED FURGESON NO 1 1934.
 FF1883'
 FF1883'REFERENCE MARK 2 IS 24 FEET WEST OF THE CENTER OF THE GRAVELED
 FF1883'ROAD, 12 WEST OF A FENCE CORNER AND GATE POST, 5 FEET SOUTH OF
 FF1883'THE CENTER OF TRACK ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 FF1883'MARK PROJECTS 12-INCHES AND THE DISK IS STAMPED FURGESON NO 2
 FF1883'1954.
 FF1883'
 FF1883'THE NEW AZIMUTH MARK IS 17 FEET EAST OF THE CENTER OF THE
 FF1883'GRAVELED ROAD, 2 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS
 FF1883'POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 FF1883'4 INCHES AND THE DISK IS STAMPED FURGESON NO 2 1934.
 FF1883'
 FF1883'THE ORIGINAL AZIMUTH MARK IS 62 FEET WEST OF THE SOUTHWEST
 FF1883'CORNER OF MR. PEARSONS FARM HOUSE, AND 27 FEET NORTHEAST OF
 FF1883'THE NORTHEAST CORNER OF A CHICKEN HOUSE.  THE MARK PROJECTS
 FF1883'10 INCHES AND THE DISK IS A STANDARD REFERENCE MARK DISK
 FF1883'STAMPED FURGESON AZI 1934.
 FF1883'
 FF1883'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH
 FF1883'CONCRETE POSTS.
 FF1883'
 FF1883'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 26 METERS.
 FF1883
 FF1883                          STATION RECOVERY (1969)
 FF1883
 FF1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RAP)
 FF1883'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED.  THE
 FF1883'AZIMUTH MARK WAS NOT SEARCHED FOR.
 FF1883'
 FF1883'THE STATION WAS REACHED FROM FLORAL BY GOING WEST ON STATE
 FF1883'HIGHWAY 87 FOR ABOUT 0.2 MILE TO A SIDE ROAD LEFT.  (THIS IS
 FF1883'ABOUT 0.1 MILE BEFORE REACHING THE WEST FLORAL CITY LIMIT
 FF1883'SIGN.) TURN LEFT AND GO SOUTHWEST ON THE MAIN GRAVELED ROAD
 FF1883'FOR 2.6 MILES TO A T-FENCE CORNER AND REFERENCE MARK NO. 2 ON
 FF1883'THE RIGHT.  THE STATION IS ABOUT 350 FEET WEST ALONG AN
 FF1883'EAST-WEST FENCE.
 FF1883'
 FF1883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF1883'3 MILES SW OF FLORAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0701 ***********************************************************************
 EJ0701  DESIGNATION -  FURY
 EJ0701  PID         -  EJ0701
 EJ0701  STATE/COUNTY-  AR/GRANT
 EJ0701  USGS QUAD   -  POYEN (1984)
 EJ0701
 EJ0701                         *CURRENT SURVEY CONTROL
 EJ0701  ___________________________________________________________________
 EJ0701* NAD 83(1986)-  34 19 26.     (N)    092 38 24.     (W)     SCALED    
 EJ0701* NAVD 88     -        71.113  (meters)     233.31   (feet)  ADJUSTED  
 EJ0701  ___________________________________________________________________
 EJ0701  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EJ0701  DYNAMIC HT  -          71.045 (meters)     233.09  (feet)  COMP
 EJ0701  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 EJ0701
 EJ0701  VERT ORDER  -  SECOND    CLASS 0
 EJ0701
 EJ0701.The horizontal coordinates were scaled from a topographic map and have
 EJ0701.an estimated accuracy of +/- 6 seconds.
 EJ0701
 EJ0701.The orthometric height was determined by differential leveling
 EJ0701.and adjusted by the National Geodetic Survey in June 1991..
 EJ0701
 EJ0701.The geoid height was determined by GEOID03.
 EJ0701
 EJ0701.The dynamic height is computed by dividing the NAVD 88
 EJ0701.geopotential number by the normal gravity value computed on the
 EJ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0701.degrees latitude (g = 980.6199 gals.).
 EJ0701
 EJ0701.The modeled gravity was interpolated from observed gravity values.
 EJ0701
 EJ0701;                    North         East    Units  Estimated Accuracy
 EJ0701;SPC AR S     -   583,990.      341,100.      MT  (+/- 180 meters Scaled)
 EJ0701
 EJ0701                          SUPERSEDED SURVEY CONTROL
 EJ0701
 EJ0701  NGVD 29 (??/??/92)   71.140  (m)          233.40   (f) ADJ UNCH    2 0
 EJ0701
 EJ0701.Superseded values are not recommended for survey control.
 EJ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0701.See file dsdata.txt to determine how the superseded data were derived.
 EJ0701
 EJ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT331981(NAD 83)
 EJ0701_MARKER: DB = BENCH MARK DISK
 EJ0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0701_STAMPING: FURY
 EJ0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0701+STABILITY: SURFACE MOTION
 EJ0701
 EJ0701  HISTORY     - Date     Condition        Report By
 EJ0701  HISTORY     - UNK      MONUMENTED       CGS
 EJ0701  HISTORY     - 1935     GOOD             NGS
 EJ0701  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0701
 EJ0701                          STATION DESCRIPTION
 EJ0701
 EJ0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0701'IN POYEN.
 EJ0701'40.4 FEET SOUTH OF SOUTHWEST CORNER OF CHICAGO, ROCK ISLAND AND
 EJ0701'PACIFIC RY. STATION.  39.5 FEET EAST OF NORTHEAST CORNER OF RAILWAY
 EJ0701'PLATFORM.  14.3 FEET EAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EJ0701'PACIFIC R.R. MAIN TRACK.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0701
 EJ0701                          STATION RECOVERY (1962)
 EJ0701
 EJ0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0952 ***********************************************************************
 GG0952  DESIGNATION -  FYV C
 GG0952  PID         -  GG0952
 GG0952  STATE/COUNTY-  AR/WASHINGTON
 GG0952  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0952
 GG0952                         *CURRENT SURVEY CONTROL
 GG0952  ___________________________________________________________________
 GG0952* NAD 83(1997)-  36 00 44.05293(N)    094 10 15.90049(W)     ADJUSTED  
 GG0952* NAVD 88     -       380.1    (meters)    1247.     (feet)  GPS OBS   
 GG0952  ___________________________________________________________________
 GG0952  X           -    -375,710.826 (meters)                     COMP
 GG0952  Y           -  -5,151,803.597 (meters)                     COMP
 GG0952  Z           -   3,729,497.075 (meters)                     COMP
 GG0952  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GG0952  ELLIP HEIGHT-         352.07  (meters)          (09/14/99) GPS OBS
 GG0952  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0952
 GG0952  HORZ ORDER  -  SECOND
 GG0952  ELLP ORDER  -  FOURTH    CLASS I
 GG0952
 GG0952.This mark is at Drake Field Airport (FYV)
 GG0952
 GG0952.The horizontal coordinates were established by GPS observations
 GG0952.and adjusted by the National Geodetic Survey in September 1999..
 GG0952
 GG0952.The orthometric height was determined by GPS observations and a
 GG0952.high-resolution geoid model.
 GG0952
 GG0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0952
 GG0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0952
 GG0952.The ellipsoidal height was determined by GPS observations
 GG0952.and is referenced to NAD 83.
 GG0952
 GG0952.The geoid height was determined by GEOID03.
 GG0952
 GG0952;                    North         East     Units Scale Factor Converg.
 GG0952;SPC AR N     -   188,420.974   204,300.305   MT  0.99996376   -1 15 48.1
 GG0952;SPC AR N     -   618,177.81    670,275.25   sFT  0.99996376   -1 15 48.1
 GG0952;UTM  15      - 3,985,939.877   394,467.051   MT  0.99973723   -0 41 19.0
 GG0952
 GG0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0952!SPC AR N     -   0.99994475  x   0.99996376  =   0.99990851
 GG0952!UTM  15      -   0.99994475  x   0.99973723  =   0.99968199
 GG0952
 GG0952                          SUPERSEDED SURVEY CONTROL
 GG0952
 GG0952  NAD 83(1997)-  36 00 44.06442(N)    094 10 15.90030(W) AD(       ) 2
 GG0952  NAD 83(1986)-  36 00 44.06252(N)    094 10 15.89786(W) AD(       ) 2
 GG0952  NGVD 29 (01/07/94)  379.93   (m)         1246.5    (f) LEVELING    3  
 GG0952
 GG0952.Superseded values are not recommended for survey control.
 GG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0952.See file dsdata.txt to determine how the superseded data were derived.
 GG0952
 GG0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9446785940(NAD 83)
 GG0952_MARKER: DD = SURVEY DISK
 GG0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0952_SP_SET: MANHOLE
 GG0952_STAMPING: FYV C 1979
 GG0952_MARK LOGO: NOS   
 GG0952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GG0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0952+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1992
 GG0952
 GG0952  HISTORY     - Date     Condition        Report By
 GG0952  HISTORY     - 1979     MONUMENTED       NOS
 GG0952  HISTORY     - 19880511 GOOD             NGS
 GG0952  HISTORY     - 19921109 GOOD
 GG0952
 GG0952                          STATION DESCRIPTION
 GG0952
 GG0952'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 GG0952'THE STATION IS LOCATED AT DRAKE FIELD, FAYETTEVILLE, AR.  AND NEAR
 GG0952'RUNWAY END 16.
 GG0952'THE STATION IS IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND TAXIWAY AT
 GG0952'THE NORTH END OF THE FIELD AND NEAR RUNWAY END 16.
 GG0952'THE STATION IS LOCATED 134.1 M (439.96 FT) SOUTHEAST OF THE CENTERLINE
 GG0952'END OF RUNWAY 16, 78.39 M (257.18 FT) SOUTHEAST OF A LIGHTED TAXIWAY
 GG0952'SIGN, 43.43 M (142.49 FT) EAST OF RUNWAY LIGHT NUMBER 6 (SECOND LIGHT
 GG0952'SOUTH OF THE RUNWAY END - YELLOW AND WHITE LENSE) AND 26.48 M
 GG0952'(86.88 FT) WEST OF THE WEST EDGE OF THE TAXIWAY.  THE STATION IS A
 GG0952'STANDARD NOS TOPGRAPHIC DISK SET IN A DRILL HOLE IN THE SOUTHEAST
 GG0952'CORNER OF A 3 FT (0.91 M) BY 3 FT (0.91 M) CONCRETE BASE FOR A
 GG0952'MANHOLE.
 GG0952
 GG0952                          STATION RECOVERY (1988)
 GG0952
 GG0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GG0952'THE STATION IS LOCATED IN THE NORTHERN PART OF THE AIRPORT NEAR RWY
 GG0952'END 16.  IT IS SET IN A CONCRETE MANHOLE IN THE GRASS AREA BETWEEN THE
 GG0952'RUNWAY AND A LOOP TAXIWAY.  IT IS 440.1 FT (134.1 M) SOUTHEAST OF THE
 GG0952'C/L END RWY 16, 257.2 FT (78.4 M) SOUTHEAST OF A LIGHTED TAXIWAY SIGN,
 GG0952'142.5 FT (43.4 M) EAST OF RUNWAY LIGHT 6 SECOND LIGHT SOUTH OF END
 GG0952'YELLOW AND WHITE LENSE, AND 86.9 FT (26.5 M) WEST OF THE WEST EDGE OF
 GG0952'THE TAXIWAY.  THE STATION IS AN NOS DISK STAMPED, FYV C 1979 AND SET
 GG0952'IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 3 X 3 CONCRETE MANHOLE.
 GG0952'IT IS 1.8 FT (0.5 M) SOUTHEAST OF AND 0.4 FT (12.2 CM) LOWER THAN THE
 GG0952'CENTER OF THE IRON MANHOLE COVER.
 GG0952
 GG0952                          STATION RECOVERY (1992)
 GG0952
 GG0952'RECOVERED 1992
 GG0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1257 ***********************************************************************
 FH1257  DESIGNATION -  FYV D
 FH1257  PID         -  FH1257
 FH1257  STATE/COUNTY-  AR/WASHINGTON
 FH1257  USGS QUAD   -  WEST FORK (1994)
 FH1257
 FH1257                         *CURRENT SURVEY CONTROL
 FH1257  ___________________________________________________________________
 FH1257* NAD 83(1997)-  35 59 49.29662(N)    094 10 09.72991(W)     ADJUSTED  
 FH1257* NAVD 88     -       376.5    (meters)    1235.     (feet)  GPS OBS   
 FH1257  ___________________________________________________________________
 FH1257  X           -    -375,628.628 (meters)                     COMP
 FH1257  Y           -  -5,152,801.457 (meters)                     COMP
 FH1257  Z           -   3,728,129.576 (meters)                     COMP
 FH1257  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 FH1257  ELLIP HEIGHT-         348.45  (meters)          (09/14/99) GPS OBS
 FH1257  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH1257
 FH1257  HORZ ORDER  -  SECOND
 FH1257  ELLP ORDER  -  FOURTH    CLASS I
 FH1257
 FH1257.This mark is at Drake Field Airport (FYV)
 FH1257
 FH1257.The horizontal coordinates were established by GPS observations
 FH1257.and adjusted by the National Geodetic Survey in September 1999..
 FH1257
 FH1257.The orthometric height was determined by GPS observations and a
 FH1257.high-resolution geoid model.
 FH1257
 FH1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1257
 FH1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1257
 FH1257.The ellipsoidal height was determined by GPS observations
 FH1257.and is referenced to NAD 83.
 FH1257
 FH1257.The geoid height was determined by GEOID03.
 FH1257
 FH1257;                    North         East     Units Scale Factor Converg.
 FH1257;SPC AR N     -   186,730.344   204,417.604   MT  0.99996182   -1 15 44.5
 FH1257;SPC AR N     -   612,631.14    670,660.09   sFT  0.99996182   -1 15 44.5
 FH1257;UTM  15      - 3,984,250.890   394,601.276   MT  0.99973688   -0 41 14.5
 FH1257
 FH1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1257!SPC AR N     -   0.99994531  x   0.99996182  =   0.99990714
 FH1257!UTM  15      -   0.99994531  x   0.99973688  =   0.99968221
 FH1257
 FH1257                          SUPERSEDED SURVEY CONTROL
 FH1257
 FH1257  NAD 83(1997)-  35 59 49.30807(N)    094 10 09.72961(W) AD(       ) 2
 FH1257  NAD 83(1986)-  35 59 49.30625(N)    094 10 09.72734(W) AD(       ) 2
 FH1257  NGVD 29 (01/07/94)  376.3    (m)         1235.     (f) GPS OBS        
 FH1257
 FH1257.Superseded values are not recommended for survey control.
 FH1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1257.See file dsdata.txt to determine how the superseded data were derived.
 FH1257
 FH1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9460184251(NAD 83)
 FH1257_MARKER: DT = TOPOGRAPHIC STATION DISK
 FH1257_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH1257_SP_SET: CONCRETE PAD
 FH1257_STAMPING: FYV D 1992
 FH1257_MARK LOGO: NOS   
 FH1257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FH1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1257+SATELLITE: SATELLITE OBSERVATIONS - 1992
 FH1257
 FH1257  HISTORY     - Date     Condition        Report By
 FH1257  HISTORY     - 1992     MONUMENTED       NOS
 FH1257
 FH1257                          STATION DESCRIPTION
 FH1257
 FH1257'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 FH1257'THE STATION IS LOCATED AT DRAKE FIELD, FAYETTEVILLE, AR. NEAR RUNWAY
 FH1257'END 34.
 FH1257'THE STATION IS SET IN THE SOUTHWEST CORNER OF A CONCRETE PAD , AND
 FH1257'ALONG THE WEST EDGE OF THE PARALLEL TAXIWAY NEAR RUNWAY END 34.
 FH1257'THE STATION IS LOCATED 25.81 M (84.68 FT) NORTHWEST OF A RUNWAY SIGN,
 FH1257'17.71 M (58.10 FT) SOUTHWEST OF THE FIRST TAXIWAY LIGHT NORTH OF THE
 FH1257'CONCRETE PAD, 15.36 M (50.39 FT) WEST OF THE FIRST TAXIWAY LIGHT
 FH1257'SOUTH OF THE CONCRETE PAD, AND 15.09 M (49.51 FT) SOUTHWEST OF THE
 FH1257'WEST EDGE OF THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0918 ***********************************************************************
 DK0918  DESIGNATION -  G
 DK0918  PID         -  DK0918
 DK0918  STATE/COUNTY-  AR/DESHA
 DK0918  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK0918
 DK0918                         *CURRENT SURVEY CONTROL
 DK0918  ___________________________________________________________________
 DK0918* NAD 83(1986)-  33 37 36.     (N)    091 23 37.     (W)     SCALED    
 DK0918* NAVD 88     -        45.66   (+/-2cm)     149.8    (feet)  VERTCON   
 DK0918  ___________________________________________________________________
 DK0918  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK0918
 DK0918  VERT ORDER  -  ? (See Below)
 DK0918
 DK0918.The horizontal coordinates were scaled from a topographic map and have
 DK0918.an estimated accuracy of +/- 6 seconds.
 DK0918
 DK0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0918.The vertical order pertains to the NGVD 29 superseded value.
 DK0918
 DK0918.The geoid height was determined by GEOID03.
 DK0918
 DK0918;                    North         East    Units  Estimated Accuracy
 DK0918;SPC AR S     -   506,640.      456,260.      MT  (+/- 180 meters Scaled)
 DK0918
 DK0918                          SUPERSEDED SURVEY CONTROL
 DK0918
 DK0918  NGVD 29 (??/??/??)   45.774  (m)          150.18   (f) ADJUSTED    ?  
 DK0918
 DK0918.Superseded values are not recommended for survey control.
 DK0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0918.See file dsdata.txt to determine how the superseded data were derived.
 DK0918
 DK0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT490219(NAD 83)
 DK0918_MARKER: B = BOLT
 DK0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0918_SP_SET: BUILDING
 DK0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0918
 DK0918  HISTORY     - Date     Condition        Report By
 DK0918  HISTORY     - UNK      MONUMENTED       CGS
 DK0918  HISTORY     - 1932     MARK NOT FOUND   CGS
 DK0918
 DK0918                          STATION DESCRIPTION
 DK0918
 DK0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK0918'IN MCGEHEE STATION.
 DK0918'AT MCGEHEE STATION, DESHA COUNTY, ARK.  THE CENTER OF CROSS IN THE
 DK0918'HEAD OF COPPER BOLT LEADED HORIZONTALLY INTO A BRICK OF THE CHIMNEY ON
 DK0918'THE NORTH SIDE OF A SMALL WHITEWASHED HOUSE WEST OF THE LINE OF THE
 DK0918'LITTLE ROCK, MISSISSIPPI RIVER AND TEXAS RAILROAD.  THE BRICK IS IN
 DK0918'THE NINTH COURSE FROM THE GROUND.  THE HOUSE MAY ALSO BE DESCRIBED AS
 DK0918'THE FIRST ONE SOUTH OF THE ROAD CROSSING, SOUTH OF TRESTLE NO. 575,
 DK0918'AND THE SEVENTH ONE NORTH OF A. MCGEHEES STORE, USED AS THE STATION
 DK0918'AND POST OFFICE.  REPORTED IN 1897 AS DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0557 ***********************************************************************
 GE0557  DESIGNATION -  G 1
 GE0557  PID         -  GE0557
 GE0557  STATE/COUNTY-  AR/FULTON
 GE0557  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE0557
 GE0557                         *CURRENT SURVEY CONTROL
 GE0557  ___________________________________________________________________
 GE0557* NAD 83(1986)-  36 28 37.     (N)    091 31 25.     (W)     SCALED    
 GE0557* NAVD 88     -       146.120  (meters)     479.40   (feet)  ADJUSTED  
 GE0557  ___________________________________________________________________
 GE0557  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE0557  DYNAMIC HT  -         146.002 (meters)     479.01  (feet)  COMP
 GE0557  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 GE0557
 GE0557  VERT ORDER  -  FIRST     CLASS II
 GE0557
 GE0557.The horizontal coordinates were scaled from a topographic map and have
 GE0557.an estimated accuracy of +/- 6 seconds.
 GE0557
 GE0557.The orthometric height was determined by differential leveling
 GE0557.and adjusted by the National Geodetic Survey in June 1991..
 GE0557
 GE0557.The geoid height was determined by GEOID03.
 GE0557
 GE0557.The dynamic height is computed by dividing the NAVD 88
 GE0557.geopotential number by the normal gravity value computed on the
 GE0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0557.degrees latitude (g = 980.6199 gals.).
 GE0557
 GE0557.The modeled gravity was interpolated from observed gravity values.
 GE0557
 GE0557;                    North         East    Units  Estimated Accuracy
 GE0557;SPC AR N     -   237,930.      442,700.      MT  (+/- 180 meters Scaled)
 GE0557
 GE0557                          SUPERSEDED SURVEY CONTROL
 GE0557
 GE0557  NGVD 29 (??/??/92)  146.004  (m)          479.01   (f) ADJ UNCH    1 2
 GE0557
 GE0557.Superseded values are not recommended for survey control.
 GE0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0557.See file dsdata.txt to determine how the superseded data were derived.
 GE0557
 GE0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA322378(NAD 83)
 GE0557_MARKER: DB = BENCH MARK DISK
 GE0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0557_STAMPING: G 1 1928
 GE0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0557+STABILITY: SURFACE MOTION
 GE0557
 GE0557  HISTORY     - Date     Condition        Report By
 GE0557  HISTORY     - 1928     MONUMENTED       CGS
 GE0557  HISTORY     - 1944     MARK NOT FOUND   NGS
 GE0557  HISTORY     - 1985     GOOD             LOCSUR
 GE0557  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0557
 GE0557                          STATION DESCRIPTION
 GE0557
 GE0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0557'1.8 MI S FROM MAMMOTH SPRING.
 GE0557'1-3/4 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0557'THE STATION AT MAMMOTH SPRING, FULTON COUNTY, AT THE NORTH
 GE0557'CORNER OF THE CROSSING OF U.S. HIGHWAY 63, 42 FEET NORTHEAST
 GE0557'OF THE CENTERLINE OF THE HIGHWAY, 33 FEET NORTHWEST OF THE
 GE0557'CENTERLINE OF THE MAIN TRACK, NEAR A LUNCH PAVILLION, AND 6 FEET
 GE0557'SOUTHEAST OF THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GE0557'STAMPED G 1 1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0557'4 INCHES ABOVE GROUND.  NOTE-- IT MAY BE COVERED WITH GRAVEL
 GE0557'AND SILT FROM THE SPRING RIVER OVERFLOW.
 GE0557
 GE0557                          STATION RECOVERY (1944)
 GE0557
 GE0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0557'MARK NOT FOUND.
 GE0557
 GE0557                          STATION RECOVERY (1985)
 GE0557
 GE0557'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 GE0557'FROM U.S. HIGHWAY 63 BRIDGE CROSSING BN RAILROAD SOUTH OF MAMMOUTH
 GE0557'SPRINGS RUN SOUTH 1.4 MILES TO COLD SPRINGS ROAD ON RIGHT, THENCE
 GE0557'CROSS BN RAILROAD TO PARKING AREA. MARK IS 43' WEST OF BN RAILROAD,
 GE0557'77.7 NORTHWEST OF CROSSING SIGNAL STAND 6' EAST OF FENCE, 35' NORTH
 GE0557'OF FENCE CORNER. STANDARD DISK SET IN CONCRETE POST-ABOUT 6' UNDER
 GE0557'GROUND. FRISCO RAILROAD IS NOW BURLINGTON NORTHERN RAILROAD. (BN RR)
 GE0557
 GE0557                          STATION RECOVERY (1992)
 GE0557
 GE0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0557'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1063 ***********************************************************************
 FG1063  DESIGNATION -  G 1
 FG1063  PID         -  FG1063
 FG1063  STATE/COUNTY-  AR/POPE
 FG1063  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1063
 FG1063                         *CURRENT SURVEY CONTROL
 FG1063  ___________________________________________________________________
 FG1063* NAD 83(1986)-  35 19 06.     (N)    093 08 09.     (W)     SCALED    
 FG1063* NAVD 88     -       107.489  (meters)     352.65   (feet)  POSTED    
 FG1063  ___________________________________________________________________
 FG1063  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FG1063  DYNAMIC HT  -         107.390 (meters)     352.33  (feet)  COMP
 FG1063  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 FG1063
 FG1063  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FG1063
 FG1063.The horizontal coordinates were scaled from a topographic map and have
 FG1063.an estimated accuracy of +/- 6 seconds.
 FG1063
 FG1063.The orthometric height was determined by differential leveling
 FG1063.and adjusted by the National Geodetic Survey in 1992..
 FG1063.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FG1063.rate of 3.1 thru 4.0 mm/km.
 FG1063
 FG1063.The geoid height was determined by GEOID03.
 FG1063
 FG1063.The dynamic height is computed by dividing the NAVD 88
 FG1063.geopotential number by the normal gravity value computed on the
 FG1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1063.degrees latitude (g = 980.6199 gals.).
 FG1063
 FG1063.The modeled gravity was interpolated from observed gravity values.
 FG1063
 FG1063;                    North         East    Units  Estimated Accuracy
 FG1063;SPC AR N     -   109,870.      296,720.      MT  (+/- 180 meters Scaled)
 FG1063
 FG1063                          SUPERSEDED SURVEY CONTROL
 FG1063
 FG1063  NGVD 29 (??/??/92)  107.472  (m)          352.60   (f) ADJ UNCH    2 0
 FG1063
 FG1063.Superseded values are not recommended for survey control.
 FG1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1063.See file dsdata.txt to determine how the superseded data were derived.
 FG1063
 FG1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV876083(NAD 83)
 FG1063_MARKER: DB = BENCH MARK DISK
 FG1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1063_STAMPING: G 1 1931
 FG1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1063+STABILITY: SURFACE MOTION
 FG1063
 FG1063  HISTORY     - Date     Condition        Report By
 FG1063  HISTORY     - 1931     MONUMENTED       USGS
 FG1063  HISTORY     - 1942     GOOD             NGS
 FG1063
 FG1063                          STATION DESCRIPTION
 FG1063
 FG1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FG1063'3.0 MI N FROM RUSSELLVILLE.
 FG1063'3.0 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE AT
 FG1063'RUSSELLVILLE, AT THE ENTRANCE GATE TO THE ARKANSAS POLYTECHNIC FARM,
 FG1063'375 FEET NORTH OF A SERVICE STATION, 38.1 FEET WEST OF THE CENTER LINE
 FG1063'OF THE HIGHWAY, 14.2 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE TO
 FG1063'THE ARCHED GATEWAY, AND 1.9 FEET EAST OF A ROCK FENCE. SET IN THE TOP
 FG1063'OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS BURIED ABOUT 3 IN.
 FG1063'UNDER THE SURFACE.  WE CLEANED OUT AROUND IT VERY GOOD BUT IT WILL
 FG1063'POSSIBLY FILL IN AGAIN IN TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0045 ***********************************************************************
 EJ0045  DESIGNATION -  G 10
 EJ0045  PID         -  EJ0045
 EJ0045  STATE/COUNTY-  AR/PULASKI
 EJ0045  USGS QUAD   -  MC ALMONT (1986)
 EJ0045
 EJ0045                         *CURRENT SURVEY CONTROL
 EJ0045  ___________________________________________________________________
 EJ0045* NAD 83(1986)-  34 50 40.     (N)    092 08 09.     (W)     SCALED    
 EJ0045* NAVD 88     -        73.958  (meters)     242.64   (feet)  ADJUSTED  
 EJ0045  ___________________________________________________________________
 EJ0045  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ0045  DYNAMIC HT  -          73.889 (meters)     242.42  (feet)  COMP
 EJ0045  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 EJ0045
 EJ0045  VERT ORDER  -  FIRST     CLASS II
 EJ0045
 EJ0045.The horizontal coordinates were scaled from a topographic map and have
 EJ0045.an estimated accuracy of +/- 6 seconds.
 EJ0045
 EJ0045.The orthometric height was determined by differential leveling
 EJ0045.and adjusted by the National Geodetic Survey in June 1991..
 EJ0045
 EJ0045.The geoid height was determined by GEOID03.
 EJ0045
 EJ0045.The dynamic height is computed by dividing the NAVD 88
 EJ0045.geopotential number by the normal gravity value computed on the
 EJ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0045.degrees latitude (g = 980.6199 gals.).
 EJ0045
 EJ0045.The modeled gravity was interpolated from observed gravity values.
 EJ0045
 EJ0045;                    North         East    Units  Estimated Accuracy
 EJ0045;SPC AR S     -   641,560.      387,580.      MT  (+/- 180 meters Scaled)
 EJ0045
 EJ0045                          SUPERSEDED SURVEY CONTROL
 EJ0045
 EJ0045  NGVD 29 (??/??/92)   73.983  (m)          242.73   (f) ADJ UNCH    1 2
 EJ0045
 EJ0045.Superseded values are not recommended for survey control.
 EJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0045.See file dsdata.txt to determine how the superseded data were derived.
 EJ0045
 EJ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU790561(NAD 83)
 EJ0045_MARKER: DB = BENCH MARK DISK
 EJ0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0045_SP_SET: CULVERT
 EJ0045_STAMPING: G 10 1932 242.726
 EJ0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0045
 EJ0045  HISTORY     - Date     Condition        Report By
 EJ0045  HISTORY     - 1932     MONUMENTED       CGS
 EJ0045  HISTORY     - 1955     GOOD             NGS
 EJ0045  HISTORY     - 1984     GOOD             NGS
 EJ0045  HISTORY     - 1989     GOOD             USPSQD
 EJ0045  HISTORY     - 1990     GOOD             USPSQD
 EJ0045  HISTORY     - 20031211 GOOD             ARHD
 EJ0045
 EJ0045                          STATION DESCRIPTION
 EJ0045
 EJ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0045'2.2 MI SW FROM JACKSONVILLE.
 EJ0045'2.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0045'STATION AT JACKSONVILLE, PULASKI COUNTY, 64 FEET NORTHWEST OF POLE
 EJ0045'334/13, AT A 4- BY 5- FOOT CONCRETE CULVERT, IN THE NORTHEAST END OF
 EJ0045'THE NORTHWEST HEADWALL, AND 19.5 FEET NORTHWEST OF THE NORTHWEST RAIL
 EJ0045'OF THE NORTHWEST TRACK.
 EJ0045
 EJ0045                          STATION RECOVERY (1984)
 EJ0045
 EJ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0045'OLD RAILROAD STATION GONE: NEW DESCRIPTION FOLLOWS, 4.0 KM (2.5 MI)
 EJ0045'SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE JUNCTION OF WEST MAIN
 EJ0045'STREET IN JACKSONVILLE , THENCE 0.6 KM (0.4 MI) NORTHWEST ALONG
 EJ0045'CLOVERDALE ROAD TO A SIDE TRACK ROAD NORTHWEST WITH CABLE ACROSS,
 EJ0045'(PROPERTY OWNED LIVES IN RED BRICK HOUSE SOUTHWEST OF SIDE ROAD
 EJ0045'NORTHWEST) THENCE 0.4 KM (0.25 MI) NORTHWEST ALONG TRACK ROAD, THENCE
 EJ0045'0.3 KM (0.2 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD TRACKS
 EJ0045'AT A CONCRETE CULVERT UNDER THE
 EJ0045
 EJ0045                          STATION RECOVERY (1989)
 EJ0045
 EJ0045'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0045'RECOVERED IN GOOD CONDITION.
 EJ0045
 EJ0045                          STATION RECOVERY (1990)
 EJ0045
 EJ0045'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ0045'RECOVERED IN GOOD CONDITION.
 EJ0045
 EJ0045                          STATION RECOVERY (2003)
 EJ0045
 EJ0045'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (MM)
 EJ0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0423 ***********************************************************************
 FG0423  DESIGNATION -  G 100
 FG0423  PID         -  FG0423
 FG0423  STATE/COUNTY-  AR/CONWAY
 FG0423  USGS QUAD   -  PERRYVILLE (1989)
 FG0423
 FG0423                         *CURRENT SURVEY CONTROL
 FG0423  ___________________________________________________________________
 FG0423* NAD 83(1986)-  35 06 03.     (N)    092 46 03.     (W)     SCALED    
 FG0423* NAVD 88     -       103.432  (meters)     339.34   (feet)  ADJUSTED  
 FG0423  ___________________________________________________________________
 FG0423  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FG0423  DYNAMIC HT  -         103.334 (meters)     339.02  (feet)  COMP
 FG0423  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FG0423
 FG0423  VERT ORDER  -  SECOND    CLASS 0
 FG0423
 FG0423.The horizontal coordinates were scaled from a topographic map and have
 FG0423.an estimated accuracy of +/- 6 seconds.
 FG0423
 FG0423.The orthometric height was determined by differential leveling
 FG0423.and adjusted by the National Geodetic Survey in June 1991..
 FG0423
 FG0423.The geoid height was determined by GEOID03.
 FG0423
 FG0423.The dynamic height is computed by dividing the NAVD 88
 FG0423.geopotential number by the normal gravity value computed on the
 FG0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0423.degrees latitude (g = 980.6199 gals.).
 FG0423
 FG0423.The modeled gravity was interpolated from observed gravity values.
 FG0423
 FG0423;                    North         East    Units  Estimated Accuracy
 FG0423;SPC AR N     -    85,420.      330,030.      MT  (+/- 180 meters Scaled)
 FG0423
 FG0423                          SUPERSEDED SURVEY CONTROL
 FG0423
 FG0423  NGVD 29 (??/??/92)  103.453  (m)          339.41   (f) ADJ UNCH    2 0
 FG0423
 FG0423.Superseded values are not recommended for survey control.
 FG0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0423.See file dsdata.txt to determine how the superseded data were derived.
 FG0423
 FG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU211842(NAD 83)
 FG0423_MARKER: DB = BENCH MARK DISK
 FG0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0423_STAMPING: G 100 1935
 FG0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0423+STABILITY: SURFACE MOTION
 FG0423
 FG0423  HISTORY     - Date     Condition        Report By
 FG0423  HISTORY     - 1935     MONUMENTED       CGS
 FG0423
 FG0423                          STATION DESCRIPTION
 FG0423
 FG0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0423'IN OPPELO.
 FG0423'AT OPPELO, CONWAY COUNTY, 150 FEET EAST ALONG STATE HIGHWAY 9 FROM THE
 FG0423'L.A. CODY BRICK STORE, 80 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FG0423'THE METHODIST CHURCH, 32 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FG0423'6 FEET SOUTHEAST OF A POLE, AND 4.2 FEET SOUTH OF THE NORTHWEST CORNER
 FG0423'OF A FENCE.  A STANDARD DISK, STAMPED G 100 1935 AND SET IN THE TOP OF
 FG0423'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0488 ***********************************************************************
 FG0488  DESIGNATION -  G 101
 FG0488  PID         -  FG0488
 FG0488  STATE/COUNTY-  AR/PERRY
 FG0488  USGS QUAD   -  ADONA (1989)
 FG0488
 FG0488                         *CURRENT SURVEY CONTROL
 FG0488  ___________________________________________________________________
 FG0488* NAD 83(1986)-  35 03 53.     (N)    092 59 19.     (W)     SCALED    
 FG0488* NAVD 88     -       126.125  (meters)     413.80   (feet)  ADJUSTED  
 FG0488  ___________________________________________________________________
 FG0488  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FG0488  DYNAMIC HT  -         126.004 (meters)     413.40  (feet)  COMP
 FG0488  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 FG0488
 FG0488  VERT ORDER  -  SECOND    CLASS 0
 FG0488
 FG0488.The horizontal coordinates were scaled from a topographic map and have
 FG0488.an estimated accuracy of +/- 6 seconds.
 FG0488
 FG0488.The orthometric height was determined by differential leveling
 FG0488.and adjusted by the National Geodetic Survey in June 1991..
 FG0488
 FG0488.The geoid height was determined by GEOID03.
 FG0488
 FG0488.The dynamic height is computed by dividing the NAVD 88
 FG0488.geopotential number by the normal gravity value computed on the
 FG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0488.degrees latitude (g = 980.6199 gals.).
 FG0488
 FG0488.The modeled gravity was interpolated from observed gravity values.
 FG0488
 FG0488;                    North         East    Units  Estimated Accuracy
 FG0488;SPC AR N     -    81,590.      309,830.      MT  (+/- 180 meters Scaled)
 FG0488
 FG0488                          SUPERSEDED SURVEY CONTROL
 FG0488
 FG0488  NGVD 29 (??/??/92)  126.122  (m)          413.79   (f) ADJ UNCH    2 0
 FG0488
 FG0488.Superseded values are not recommended for survey control.
 FG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0488.See file dsdata.txt to determine how the superseded data were derived.
 FG0488
 FG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU010802(NAD 83)
 FG0488_MARKER: DB = BENCH MARK DISK
 FG0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0488_STAMPING: G 101 1935
 FG0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0488+STABILITY: SURFACE MOTION
 FG0488
 FG0488  HISTORY     - Date     Condition        Report By
 FG0488  HISTORY     - 1935     MONUMENTED       CGS
 FG0488
 FG0488                          STATION DESCRIPTION
 FG0488
 FG0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0488'5.3 MI N FROM CASA.
 FG0488'5.3 MILES NORTH ALONG THE PETIT JEAN MOUNTAIN ROAD FROM THE CHICAGO,
 FG0488'ROCK ISLAND AND PACIFIC RAILWAY STATION AT CASA, PERRY COUNTY, 0.15
 FG0488'MILE WEST OF THE TWO-STORY FRAME W.O.W. LODGE BUILDING, 275 FEET EAST
 FG0488'OF A WOODEN BRIDGE OVER A SMALL CREEK, 36.4 FEET SOUTH OF THE
 FG0488'SOUTHWEST CORNER OF THE J.L. MITHCELL FARMHOUSE, 32 FEET NORTH OF THE
 FG0488'CENTERLINE OF THE ROAD, 1.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 FG0488'THE YARD FENCE, AND AT THE SUMMIT OF THE ROAD OVER A SMALL HILL.  A
 FG0488'STANDARD DISK, STAMPED G 101 1935 AND SET IN THE TOP OF A CONCRETE
 FG0488'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0794 ***********************************************************************
 EJ0794  DESIGNATION -  G 102
 EJ0794  PID         -  EJ0794
 EJ0794  STATE/COUNTY-  AR/PERRY
 EJ0794  USGS QUAD   -  APLIN (1984)
 EJ0794
 EJ0794                         *CURRENT SURVEY CONTROL
 EJ0794  ___________________________________________________________________
 EJ0794* NAD 83(1986)-  34 53 01.     (N)    092 57 20.     (W)     SCALED    
 EJ0794* NAVD 88     -       359.314  (meters)    1178.85   (feet)  ADJUSTED  
 EJ0794  ___________________________________________________________________
 EJ0794  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EJ0794  DYNAMIC HT  -         358.952 (meters)    1177.66  (feet)  COMP
 EJ0794  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 EJ0794
 EJ0794  VERT ORDER  -  SECOND    CLASS 0
 EJ0794
 EJ0794.The horizontal coordinates were scaled from a topographic map and have
 EJ0794.an estimated accuracy of +/- 6 seconds.
 EJ0794
 EJ0794.The orthometric height was determined by differential leveling
 EJ0794.and adjusted by the National Geodetic Survey in June 1991..
 EJ0794
 EJ0794.The geoid height was determined by GEOID03.
 EJ0794
 EJ0794.The dynamic height is computed by dividing the NAVD 88
 EJ0794.geopotential number by the normal gravity value computed on the
 EJ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0794.degrees latitude (g = 980.6199 gals.).
 EJ0794
 EJ0794.The modeled gravity was interpolated from observed gravity values.
 EJ0794
 EJ0794;                    North         East    Units  Estimated Accuracy
 EJ0794;SPC AR N     -    61,470.      312,650.      MT  (+/- 180 meters Scaled)
 EJ0794
 EJ0794                          SUPERSEDED SURVEY CONTROL
 EJ0794
 EJ0794  NGVD 29 (??/??/92)  359.311  (m)         1178.84   (f) ADJ UNCH    2 0
 EJ0794
 EJ0794.Superseded values are not recommended for survey control.
 EJ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0794.See file dsdata.txt to determine how the superseded data were derived.
 EJ0794
 EJ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU040601(NAD 83)
 EJ0794_MARKER: DB = BENCH MARK DISK
 EJ0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0794_SP_SET: MONUMENT
 EJ0794_STAMPING: G-102 1935
 EJ0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0794
 EJ0794  HISTORY     - Date     Condition        Report By
 EJ0794  HISTORY     - 1935     MONUMENTED       CGS
 EJ0794  HISTORY     - 1941     GOOD             NGS
 EJ0794  HISTORY     - 1968     GOOD             USE
 EJ0794
 EJ0794                          STATION DESCRIPTION
 EJ0794
 EJ0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EJ0794'12.0 MI SW FROM THORNBURG.
 EJ0794'3.7 MILES SOUTH AND 8.3 MILES WEST OF-- IN THE NORTHEAST QUARTER OF
 EJ0794'SECTION 30, TOWNSHIP 3 NORTH, RANGE 18 WEST.  TO REACH G-102 FROM THE
 EJ0794'CHURCH AND CEMETERY IN THORNBURG, ARKANSAS, WHICH IS 0.1 MILE WEST OF
 EJ0794'STATE HIGHWAY 9 AND 10, TAKE THE NATIONAL FOREST MAINTAINED ROAD NO.
 EJ0794'86 (KNOWN AS THE HOLLIS-THORNBURG ROAD) IN A SOUTHWESTERLY DIRECTION
 EJ0794'FOR 1.4 MILES TO FORK OF NATIONAL FOREST MAINTAINED ROADS NOS. 86 AND
 EJ0794'210-2, THEN LEFT ON ROAD NO. 86 FOR 2.5 MILES TO A FORK IN THE ROAD,
 EJ0794'TAKE RIGHT FORK AND GO SOUTHWESTERLY ON ROAD NO. 86 FOR 5.8 MILES TO
 EJ0794'THE INTERSECTION OF NATIONAL FOREST MAINTAINED ROADS NOS. 86, 94, AND
 EJ0794'207, AND THE MARK.  MARK IS LOCATED AT INTERSECTION OF NATIONAL FOREST
 EJ0794'MAINTAINED ROADS NOS. 86, 94, AND 207, IN THE ANGLE FORMED BY ROADS
 EJ0794'NOS. 86 AND 94, 37 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD NO.
 EJ0794'86, 35 FEET NORTHEAST OF THE CENTERLINE OF ROAD NO. 94, 96 FEET EAST
 EJ0794'OF A 22 INCH POST OAK TREE, WHICH IS NEAR THE CENTER OF THE TRIANGLE
 EJ0794'FORMED BY THE INTERSECTION OF ROADS, 14 FEET SOUTHEAST OF ROAD
 EJ0794'INTERSECTION SIGN, AND 1.5 FEET WEST OF YELLOW STEEL FENCE POST. A USC
 EJ0794'AND GS CONCRETE MONUMENT WITH STANDARD DISK STAMPED G-102 1935.
 EJ0794
 EJ0794                          STATION RECOVERY (1968)
 EJ0794
 EJ0794'RECOVERY NOTE BY US ENGINEERS 1968
 EJ0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0826 ***********************************************************************
 EJ0826  DESIGNATION -  G 103
 EJ0826  PID         -  EJ0826
 EJ0826  STATE/COUNTY-  AR/PERRY
 EJ0826  USGS QUAD   -  APLIN (1984)
 EJ0826
 EJ0826                         *CURRENT SURVEY CONTROL
 EJ0826  ___________________________________________________________________
 EJ0826* NAD 83(1986)-  34 59 45.     (N)    092 58 46.     (W)     SCALED    
 EJ0826* NAVD 88     -       193.254  (meters)     634.03   (feet)  ADJUSTED  
 EJ0826  ___________________________________________________________________
 EJ0826  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EJ0826  DYNAMIC HT  -         193.068 (meters)     633.42  (feet)  COMP
 EJ0826  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 EJ0826
 EJ0826  VERT ORDER  -  SECOND    CLASS 0
 EJ0826
 EJ0826.The horizontal coordinates were scaled from a topographic map and have
 EJ0826.an estimated accuracy of +/- 6 seconds.
 EJ0826
 EJ0826.The orthometric height was determined by differential leveling
 EJ0826.and adjusted by the National Geodetic Survey in June 1991..
 EJ0826
 EJ0826.The geoid height was determined by GEOID03.
 EJ0826
 EJ0826.The dynamic height is computed by dividing the NAVD 88
 EJ0826.geopotential number by the normal gravity value computed on the
 EJ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0826.degrees latitude (g = 980.6199 gals.).
 EJ0826
 EJ0826.The modeled gravity was interpolated from observed gravity values.
 EJ0826
 EJ0826;                    North         East    Units  Estimated Accuracy
 EJ0826;SPC AR N     -    73,940.      310,590.      MT  (+/- 180 meters Scaled)
 EJ0826
 EJ0826                          SUPERSEDED SURVEY CONTROL
 EJ0826
 EJ0826  NGVD 29 (??/??/92)  193.248  (m)          634.01   (f) ADJ UNCH    2 0
 EJ0826
 EJ0826.Superseded values are not recommended for survey control.
 EJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0826.See file dsdata.txt to determine how the superseded data were derived.
 EJ0826
 EJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU018725(NAD 83)
 EJ0826_MARKER: DB = BENCH MARK DISK
 EJ0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0826_SP_SET: MONUMENT
 EJ0826_STAMPING: G-103 1935
 EJ0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0826
 EJ0826  HISTORY     - Date     Condition        Report By
 EJ0826  HISTORY     - 1935     MONUMENTED       CGS
 EJ0826  HISTORY     - 1968     GOOD             USE
 EJ0826
 EJ0826                          STATION DESCRIPTION
 EJ0826
 EJ0826'DESCRIBED BY US ENGINEERS 1968
 EJ0826'1.6 MI N FROM APLIN.
 EJ0826'1.6 MILES NORTH OF-- IN THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP
 EJ0826'4 NORTH, RANGE 19 WEST.  TO REACH G-103 FROM THE INTERSECTION OF THE
 EJ0826'APLIN-CASA ROAD WITH STATE HIGHWAY NO. 60 IN APLIN, ARKANSAS, TAKE THE
 EJ0826'APLIN-CASA ROAD NORTH FOR 2 MILES TO A SHARP CURVE AND THE MARK ON THE
 EJ0826'RIGHT WHICH IS ABOUT 0.2 MILE SOUTHEAST OF THE SUMMIT OF A HILL. MARK
 EJ0826'IS LOCATED ABOUT 50 FEET SOUTHEAST OF A WATER TURNOUT, 48 FEET
 EJ0826'NORTHEAST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTHWEST OF AN 18
 EJ0826'INCH PINE TREE, AND 3 FEET SOUTHWEST OF A YELLOW STEEL FENCE POST. A
 EJ0826'USC AND GS CONCRETE MONUMENT WITH STANDARD DISK STAMPED G-103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0811 ***********************************************************************
 EJ0811  DESIGNATION -  G 104
 EJ0811  PID         -  EJ0811
 EJ0811  STATE/COUNTY-  AR/SALINE
 EJ0811  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ0811
 EJ0811                         *CURRENT SURVEY CONTROL
 EJ0811  ___________________________________________________________________
 EJ0811* NAD 83(1986)-  34 41 44.     (N)    092 57 44.     (W)     SCALED    
 EJ0811* NAVD 88     -       165.301  (meters)     542.33   (feet)  ADJUSTED  
 EJ0811  ___________________________________________________________________
 EJ0811  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EJ0811  DYNAMIC HT  -         165.139 (meters)     541.79  (feet)  COMP
 EJ0811  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 EJ0811
 EJ0811  VERT ORDER  -  SECOND    CLASS 0
 EJ0811
 EJ0811.The horizontal coordinates were scaled from a topographic map and have
 EJ0811.an estimated accuracy of +/- 6 seconds.
 EJ0811
 EJ0811.The orthometric height was determined by differential leveling
 EJ0811.and adjusted by the National Geodetic Survey in June 1991..
 EJ0811
 EJ0811.The geoid height was determined by GEOID03.
 EJ0811
 EJ0811.The dynamic height is computed by dividing the NAVD 88
 EJ0811.geopotential number by the normal gravity value computed on the
 EJ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0811.degrees latitude (g = 980.6199 gals.).
 EJ0811
 EJ0811.The modeled gravity was interpolated from observed gravity values.
 EJ0811
 EJ0811;                    North         East    Units  Estimated Accuracy
 EJ0811;SPC AR S     -   625,450.      311,840.      MT  (+/- 180 meters Scaled)
 EJ0811
 EJ0811                          SUPERSEDED SURVEY CONTROL
 EJ0811
 EJ0811  NGVD 29 (??/??/92)  165.297  (m)          542.31   (f) ADJ UNCH    2 0
 EJ0811
 EJ0811.Superseded values are not recommended for survey control.
 EJ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0811.See file dsdata.txt to determine how the superseded data were derived.
 EJ0811
 EJ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU034392(NAD 83)
 EJ0811_MARKER: DB = BENCH MARK DISK
 EJ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0811_STAMPING: G 104 1935
 EJ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0811+STABILITY: SURFACE MOTION
 EJ0811
 EJ0811  HISTORY     - Date     Condition        Report By
 EJ0811  HISTORY     - 1935     MONUMENTED       CGS
 EJ0811  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ0811  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0811
 EJ0811                          STATION DESCRIPTION
 EJ0811
 EJ0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0811'7.6 MI E FROM JESSIEVILLE.
 EJ0811'IN SALINE COUNTY, 7.6 MILES EAST ALONG THE OLD SULPHUR SPRINGS ROAD
 EJ0811'FROM JESSIEVILLE, GARLAND COUNTY, 0.3 MILE EAST OF THE BEN VAUGHN
 EJ0811'HOUSE, 300 FEET SOUTH OF A FORD ACROSS MILL CREEK, 9.6 FEET EAST OF
 EJ0811'THE CENTER LINE OF THE ROAD, AT THE BASE OF A HILL, AND 7.4 FEET NORTH
 EJ0811'OF A SOUTHWEST FENCE CORNER.  A STANDARD DISK, STAMPED G 104 1935 AND
 EJ0811'SET IN THE TOP OF A CONCRETE POST.
 EJ0811
 EJ0811                          STATION RECOVERY (1972)
 EJ0811
 EJ0811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0989 ***********************************************************************
 EJ0989  DESIGNATION -  G 105
 EJ0989  PID         -  EJ0989
 EJ0989  STATE/COUNTY-  AR/GARLAND
 EJ0989  USGS QUAD   -  NIMROD SW (1968)
 EJ0989
 EJ0989                         *CURRENT SURVEY CONTROL
 EJ0989  ___________________________________________________________________
 EJ0989* NAD 83(1986)-  34 46 09.     (N)    093 07 37.     (W)     SCALED    
 EJ0989* NAVD 88     -       433.575  (meters)    1422.49   (feet)  ADJUSTED  
 EJ0989  ___________________________________________________________________
 EJ0989  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EJ0989  DYNAMIC HT  -         433.143 (meters)    1421.07  (feet)  COMP
 EJ0989  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 EJ0989
 EJ0989  VERT ORDER  -  SECOND    CLASS 0
 EJ0989
 EJ0989.The horizontal coordinates were scaled from a topographic map and have
 EJ0989.an estimated accuracy of +/- 6 seconds.
 EJ0989
 EJ0989.The orthometric height was determined by differential leveling
 EJ0989.and adjusted by the National Geodetic Survey in June 1991..
 EJ0989
 EJ0989.The geoid height was determined by GEOID03.
 EJ0989
 EJ0989.The dynamic height is computed by dividing the NAVD 88
 EJ0989.geopotential number by the normal gravity value computed on the
 EJ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0989.degrees latitude (g = 980.6199 gals.).
 EJ0989
 EJ0989.The modeled gravity was interpolated from observed gravity values.
 EJ0989
 EJ0989;                    North         East    Units  Estimated Accuracy
 EJ0989;SPC AR S     -   633,770.      296,840.      MT  (+/- 180 meters Scaled)
 EJ0989
 EJ0989                          SUPERSEDED SURVEY CONTROL
 EJ0989
 EJ0989  NGVD 29 (??/??/92)  433.555  (m)         1422.42   (f) ADJ UNCH    2 0
 EJ0989
 EJ0989.Superseded values are not recommended for survey control.
 EJ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0989.See file dsdata.txt to determine how the superseded data were derived.
 EJ0989
 EJ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU883474(NAD 83)
 EJ0989_MARKER: DB = BENCH MARK DISK
 EJ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0989_STAMPING: G 105 1935
 EJ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0989+STABILITY: SURFACE MOTION
 EJ0989
 EJ0989  HISTORY     - Date     Condition        Report By
 EJ0989  HISTORY     - 1935     MONUMENTED       CGS
 EJ0989  HISTORY     - 1965     GOOD             NGS
 EJ0989  HISTORY     - 19980425 GOOD             USPSQD
 EJ0989
 EJ0989                          STATION DESCRIPTION
 EJ0989
 EJ0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0989'6.8 MI N FROM JESSIEVILLE.
 EJ0989'6.8 MILES NORTH ALONG STATE HIGHWAY 7 FROM JESSIEVILLE, GARLAND
 EJ0989'COUNTY, THENCE 2.1 MILES WEST ALONG THE NORTH FORK ROAD.  0.8 MILE
 EJ0989'WEST OF A FARMHOUSE, 0.7 MILE EAST OF THE SUMMIT OF A HILL, 36 FEET
 EJ0989'NORTH OF THE CENTER LINE OF THE ROAD, 38 FEET WEST OF A
 EJ0989'NORTH-AND-SOUTH DRAINAGE DITCH, AND 10.8 FEET NORTH OF A 12-INCH OAK
 EJ0989'TREE WITH AN X-BLAZE ON THE SOUTH SIDE.  A STANDARD DISK, STAMPED G
 EJ0989'105 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0989
 EJ0989                          STATION RECOVERY (1998)
 EJ0989
 EJ0989'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0709 ***********************************************************************
 FG0709  DESIGNATION -  G 106
 FG0709  PID         -  FG0709
 FG0709  STATE/COUNTY-  AR/POPE
 FG0709  USGS QUAD   -  JERUSALEM (1990)
 FG0709
 FG0709                         *CURRENT SURVEY CONTROL
 FG0709  ___________________________________________________________________
 FG0709* NAD 83(1986)-  35 29 41.     (N)    092 52 23.     (W)     SCALED    
 FG0709* NAVD 88     -       572.876  (meters)    1879.51   (feet)  ADJUSTED  
 FG0709  ___________________________________________________________________
 FG0709  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FG0709  DYNAMIC HT  -         572.305 (meters)    1877.64  (feet)  COMP
 FG0709  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 FG0709
 FG0709  VERT ORDER  -  SECOND    CLASS 0
 FG0709
 FG0709.The horizontal coordinates were scaled from a topographic map and have
 FG0709.an estimated accuracy of +/- 6 seconds.
 FG0709
 FG0709.The orthometric height was determined by differential leveling
 FG0709.and adjusted by the National Geodetic Survey in June 1991..
 FG0709
 FG0709.The geoid height was determined by GEOID03.
 FG0709
 FG0709.The dynamic height is computed by dividing the NAVD 88
 FG0709.geopotential number by the normal gravity value computed on the
 FG0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0709.degrees latitude (g = 980.6199 gals.).
 FG0709
 FG0709.The modeled gravity was interpolated from observed gravity values.
 FG0709
 FG0709;                    North         East    Units  Estimated Accuracy
 FG0709;SPC AR N     -   129,200.      320,790.      MT  (+/- 180 meters Scaled)
 FG0709
 FG0709                          SUPERSEDED SURVEY CONTROL
 FG0709
 FG0709  NGVD 29 (??/??/92)  572.815  (m)         1879.31   (f) ADJ UNCH    2 0
 FG0709
 FG0709.Superseded values are not recommended for survey control.
 FG0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0709.See file dsdata.txt to determine how the superseded data were derived.
 FG0709
 FG0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV115279(NAD 83)
 FG0709_MARKER: DB = BENCH MARK DISK
 FG0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0709_STAMPING: G 106 1935
 FG0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0709+STABILITY: SURFACE MOTION
 FG0709
 FG0709  HISTORY     - Date     Condition        Report By
 FG0709  HISTORY     - 1935     MONUMENTED       CGS
 FG0709
 FG0709                          STATION DESCRIPTION
 FG0709
 FG0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0709'1.2 MI N FROM HECTOR.
 FG0709'1.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM HECTOR, POPE COUNTY, 7.7
 FG0709'MILES NORTHEAST ALONG THE LOST CORNER ROAD, 0.4 MILE NORTHEAST OF THE
 FG0709'NORTH RAIL FENCE CORNER, 0.6 MILE EAST OF A ROAD JUNCTION, 31 FEET
 FG0709'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 63 FEET EAST OF THE
 FG0709'CENTERLINE OF A ROAD LEADING SOUTH, 57 FEET SOUTHEAST OF A POLE, AND 6
 FG0709'FEET NORTHWEST OF A BLAZED 18-INCH OAK TREE.  A STANDARD DISK, STAMPED
 FG0709'G 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0802 ***********************************************************************
 FG0802  DESIGNATION -  G 107
 FG0802  PID         -  FG0802
 FG0802  STATE/COUNTY-  AR/NEWTON
 FG0802  USGS QUAD   -  MURRAY (1968)
 FG0802
 FG0802                         *CURRENT SURVEY CONTROL
 FG0802  ___________________________________________________________________
 FG0802* NAD 83(1986)-  35 53 20.     (N)    093 19 45.     (W)     SCALED    
 FG0802* NAVD 88     -       574.404  (meters)    1884.52   (feet)  ADJUSTED  
 FG0802  ___________________________________________________________________
 FG0802  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0802  DYNAMIC HT  -         573.852 (meters)    1882.71  (feet)  COMP
 FG0802  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 FG0802
 FG0802  VERT ORDER  -  SECOND    CLASS 0
 FG0802
 FG0802.The horizontal coordinates were scaled from a topographic map and have
 FG0802.an estimated accuracy of +/- 6 seconds.
 FG0802
 FG0802.The orthometric height was determined by differential leveling
 FG0802.and adjusted by the National Geodetic Survey in June 1991..
 FG0802
 FG0802.The geoid height was determined by GEOID03.
 FG0802
 FG0802.The dynamic height is computed by dividing the NAVD 88
 FG0802.geopotential number by the normal gravity value computed on the
 FG0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0802.degrees latitude (g = 980.6199 gals.).
 FG0802
 FG0802.The modeled gravity was interpolated from observed gravity values.
 FG0802
 FG0802;                    North         East    Units  Estimated Accuracy
 FG0802;SPC AR N     -   173,390.      280,000.      MT  (+/- 180 meters Scaled)
 FG0802
 FG0802                          SUPERSEDED SURVEY CONTROL
 FG0802
 FG0802  NGVD 29 (??/??/92)  574.320  (m)         1884.25   (f) ADJ UNCH    2 0
 FG0802
 FG0802.Superseded values are not recommended for survey control.
 FG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0802.See file dsdata.txt to determine how the superseded data were derived.
 FG0802
 FG0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV702716(NAD 83)
 FG0802_MARKER: DB = BENCH MARK DISK
 FG0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0802_STAMPING: G 107 1935
 FG0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0802+STABILITY: SURFACE MOTION
 FG0802
 FG0802  HISTORY     - Date     Condition        Report By
 FG0802  HISTORY     - 1935     MONUMENTED       CGS
 FG0802
 FG0802                          STATION DESCRIPTION
 FG0802
 FG0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0802'3.3 MI NE FROM SWAIN.
 FG0802'3.3 MILES NORTHEAST ALONG PARTHENON ROAD FROM THE SCHOOL AT SWAIN,
 FG0802'NEWTON COUNTY, 135 FEET SOUTHEAST OF THE TED SNOW FARMHOUSE, 43 FEET
 FG0802'NORTH OF THE CENTERLINE OF THE ROAD, 26 FEET WEST OF THE WEST END OF A
 FG0802'GATE, AND 1 1/2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED G 107
 FG0802'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2146 ***********************************************************************
 EH2146  DESIGNATION -  G 108
 EH2146  PID         -  EH2146
 EH2146  STATE/COUNTY-  AR/LONOKE
 EH2146  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2146
 EH2146                         *CURRENT SURVEY CONTROL
 EH2146  ___________________________________________________________________
 EH2146* NAD 83(1986)-  34 46 58.     (N)    091 45 01.     (W)     SCALED    
 EH2146* NAVD 88     -        69.103  (meters)     226.72   (feet)  ADJUSTED  
 EH2146  ___________________________________________________________________
 EH2146  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH2146  DYNAMIC HT  -          69.038 (meters)     226.50  (feet)  COMP
 EH2146  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 EH2146
 EH2146  VERT ORDER  -  FIRST     CLASS II
 EH2146
 EH2146.The horizontal coordinates were scaled from a topographic map and have
 EH2146.an estimated accuracy of +/- 6 seconds.
 EH2146
 EH2146.The orthometric height was determined by differential leveling
 EH2146.and adjusted by the National Geodetic Survey in June 1991..
 EH2146
 EH2146.The geoid height was determined by GEOID03.
 EH2146
 EH2146.The dynamic height is computed by dividing the NAVD 88
 EH2146.geopotential number by the normal gravity value computed on the
 EH2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2146.degrees latitude (g = 980.6199 gals.).
 EH2146
 EH2146.The modeled gravity was interpolated from observed gravity values.
 EH2146
 EH2146;                    North         East    Units  Estimated Accuracy
 EH2146;SPC AR S     -   634,740.      422,860.      MT  (+/- 180 meters Scaled)
 EH2146
 EH2146                          SUPERSEDED SURVEY CONTROL
 EH2146
 EH2146  NGVD 29 (??/??/??)   69.114  (m)          226.75   (f) ADJUSTED    1 2
 EH2146
 EH2146.Superseded values are not recommended for survey control.
 EH2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2146.See file dsdata.txt to determine how the superseded data were derived.
 EH2146
 EH2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU143496(NAD 83)
 EH2146_MARKER: DB = BENCH MARK DISK
 EH2146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH2146_STAMPING: G 108 1954
 EH2146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2146
 EH2146  HISTORY     - Date     Condition        Report By
 EH2146  HISTORY     - 1954     MONUMENTED       CGS
 EH2146  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH2146
 EH2146                          STATION DESCRIPTION
 EH2146
 EH2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2146'0.3 MI W FROM CARLISLE.
 EH2146'0.3 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2146'THE STATION AT CARLISLE, 137.7 FEET NORTH OF THE NORTH RAIL OF THE
 EH2146'MAIN TRACK, 35 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 51 FEET
 EH2146'NORTHWEST OF THE CENTER LINE OF AN OILED ROAD, 49 FEET NORTHEAST OF
 EH2146'THE SOUTHEAST CORNER OF A BRICK BUILDING, 1.5 FEET ABOVE THE GROUND,
 EH2146'SET IN THE TOP OF A 10 INCH STEEL PIPE WHICH IS FILLED WITH CONCRETE.
 EH2146
 EH2146                          STATION RECOVERY (2003)
 EH2146
 EH2146'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2133 ***********************************************************************
 EH2133  DESIGNATION -  G 109
 EH2133  PID         -  EH2133
 EH2133  STATE/COUNTY-  AR/LONOKE
 EH2133  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2133
 EH2133                         *CURRENT SURVEY CONTROL
 EH2133  ___________________________________________________________________
 EH2133* NAD 83(1986)-  34 45 44.     (N)    091 49 08.     (W)     SCALED    
 EH2133* NAVD 88     -        71.437  (meters)     234.37   (feet)  ADJUSTED  
 EH2133  ___________________________________________________________________
 EH2133  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH2133  DYNAMIC HT  -          71.371 (meters)     234.16  (feet)  COMP
 EH2133  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 EH2133
 EH2133  VERT ORDER  -  FIRST     CLASS II
 EH2133
 EH2133.The horizontal coordinates were scaled from a topographic map and have
 EH2133.an estimated accuracy of +/- 6 seconds.
 EH2133
 EH2133.The orthometric height was determined by differential leveling
 EH2133.and adjusted by the National Geodetic Survey in June 1991..
 EH2133
 EH2133.The geoid height was determined by GEOID03.
 EH2133
 EH2133.The dynamic height is computed by dividing the NAVD 88
 EH2133.geopotential number by the normal gravity value computed on the
 EH2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2133.degrees latitude (g = 980.6199 gals.).
 EH2133
 EH2133.The modeled gravity was interpolated from observed gravity values.
 EH2133
 EH2133;                    North         East    Units  Estimated Accuracy
 EH2133;SPC AR S     -   632,450.      416,580.      MT  (+/- 180 meters Scaled)
 EH2133
 EH2133                          SUPERSEDED SURVEY CONTROL
 EH2133
 EH2133  NGVD 29 (??/??/??)   71.451  (m)          234.42   (f) ADJUSTED    1 2
 EH2133
 EH2133.Superseded values are not recommended for survey control.
 EH2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2133.See file dsdata.txt to determine how the superseded data were derived.
 EH2133
 EH2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU080473(NAD 83)
 EH2133_MARKER: DB = BENCH MARK DISK
 EH2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2133_STAMPING: G 109 1954
 EH2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2133+STABILITY: SURFACE MOTION
 EH2133
 EH2133  HISTORY     - Date     Condition        Report By
 EH2133  HISTORY     - 1954     MONUMENTED       CGS
 EH2133  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH2133
 EH2133                          STATION DESCRIPTION
 EH2133
 EH2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2133'6.25 MI E FROM LONOKE.
 EH2133'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2133'FROM THE STATION AT LONOKE, THENCE 0.4 MILE SOUTH ALONG A GRAVELED
 EH2133'ROAD, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 EH2133'SOUTH ALONG A GRAVELED ROAD, THENCE 1.4 MILES EAST ALONG A GRAVELED
 EH2133'ROAD, 0.25 MILE NORTHEAST OF A LARGE TWO STORY WHITE FARMHOUSE, 55
 EH2133'FEET NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET EAST OF THE
 EH2133'SOUTHEAST CORNER OF A 6X6 FOOT SHEET METAL BUILDING OVER AN IRRIGATION
 EH2133'WELL, 4.6 FEET NORTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A WITNESS
 EH2133'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 EH2133'THE GROUND.
 EH2133
 EH2133                          STATION RECOVERY (2003)
 EH2133
 EH2133'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0616 ***********************************************************************
 EJ0616  DESIGNATION -  G 11
 EJ0616  PID         -  EJ0616
 EJ0616  STATE/COUNTY-  AR/JEFFERSON
 EJ0616  USGS QUAD   -  PINE BLUFF (1984)
 EJ0616
 EJ0616                         *CURRENT SURVEY CONTROL
 EJ0616  ___________________________________________________________________
 EJ0616* NAD 83(1986)-  34 07 43.     (N)    092 05 22.     (W)     SCALED    
 EJ0616* NAVD 88     -        85.727  (meters)     281.26   (feet)  ADJUSTED  
 EJ0616  ___________________________________________________________________
 EJ0616  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 EJ0616  DYNAMIC HT  -          85.643 (meters)     280.98  (feet)  COMP
 EJ0616  MODELED GRAV-     979,660.6   (mgal)                       NAVD 88
 EJ0616
 EJ0616  VERT ORDER  -  SECOND    CLASS 0
 EJ0616
 EJ0616.The horizontal coordinates were scaled from a topographic map and have
 EJ0616.an estimated accuracy of +/- 6 seconds.
 EJ0616
 EJ0616.The orthometric height was determined by differential leveling
 EJ0616.and adjusted by the National Geodetic Survey in June 1991..
 EJ0616
 EJ0616.The geoid height was determined by GEOID03.
 EJ0616
 EJ0616.The dynamic height is computed by dividing the NAVD 88
 EJ0616.geopotential number by the normal gravity value computed on the
 EJ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0616.degrees latitude (g = 980.6199 gals.).
 EJ0616
 EJ0616.The modeled gravity was interpolated from observed gravity values.
 EJ0616
 EJ0616;                    North         East    Units  Estimated Accuracy
 EJ0616;SPC AR S     -   562,150.      391,750.      MT  (+/- 180 meters Scaled)
 EJ0616
 EJ0616                          SUPERSEDED SURVEY CONTROL
 EJ0616
 EJ0616  NGVD 29 (??/??/92)   85.805  (m)          281.51   (f) ADJ UNCH    2 0
 EJ0616
 EJ0616.Superseded values are not recommended for survey control.
 EJ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0616.See file dsdata.txt to determine how the superseded data were derived.
 EJ0616
 EJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT839767(NAD 83)
 EJ0616_MARKER: DB = BENCH MARK DISK
 EJ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0616_STAMPING: 281.509 G 11 1932
 EJ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0616+STABILITY: SURFACE MOTION
 EJ0616
 EJ0616  HISTORY     - Date     Condition        Report By
 EJ0616  HISTORY     - 1932     MONUMENTED       CGS
 EJ0616  HISTORY     - 1934     GOOD             NGS
 EJ0616  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 EJ0616
 EJ0616                          STATION DESCRIPTION
 EJ0616
 EJ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EJ0616'2 MI NE FROM FAITH.
 EJ0616'ABOUT 2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EJ0616'FAITH, JEFFERSON COUNTY, AT THE SIDING AT ALLWOOD, 57 FEET SOUTH OF
 EJ0616'THE NINETEENTH POLE SOUTHWEST OF MILEPOST 276, ABOUT 100 YARDS WEST OF
 EJ0616'A FARMHOUSE, AT A ROAD CROSSING, 47 FEET EAST OF THE CENTER LINE OF
 EJ0616'THE TRACK, AND 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A
 EJ0616'STANDARD DISK, STAMPED 281.509 G 11 1932 AND SET IN THE TOP OF A
 EJ0616'CONCRETE POST.
 EJ0616
 EJ0616                          STATION RECOVERY (1934)
 EJ0616
 EJ0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0616'RECOVERED IN GOOD CONDITION.
 EJ0616
 EJ0616                          STATION RECOVERY (2006)
 EJ0616
 EJ0616'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 EJ0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1968 ***********************************************************************
 EH1968  DESIGNATION -  G 110
 EH1968  PID         -  EH1968
 EH1968  STATE/COUNTY-  AR/LONOKE
 EH1968  USGS QUAD   -  CARLISLE (1994)
 EH1968
 EH1968                         *CURRENT SURVEY CONTROL
 EH1968  ___________________________________________________________________
 EH1968* NAD 83(1986)-  34 52 09.     (N)    091 43 32.     (W)     SCALED    
 EH1968* NAVD 88     -        69.014  (meters)     226.42   (feet)  ADJUSTED  
 EH1968  ___________________________________________________________________
 EH1968  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH1968  DYNAMIC HT  -          68.950 (meters)     226.21  (feet)  COMP
 EH1968  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 EH1968
 EH1968  VERT ORDER  -  FIRST     CLASS II
 EH1968
 EH1968.The horizontal coordinates were scaled from a topographic map and have
 EH1968.an estimated accuracy of +/- 6 seconds.
 EH1968
 EH1968.The orthometric height was determined by differential leveling
 EH1968.and adjusted by the National Geodetic Survey in June 1991..
 EH1968
 EH1968.The geoid height was determined by GEOID03.
 EH1968
 EH1968.The dynamic height is computed by dividing the NAVD 88
 EH1968.geopotential number by the normal gravity value computed on the
 EH1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1968.degrees latitude (g = 980.6199 gals.).
 EH1968
 EH1968.The modeled gravity was interpolated from observed gravity values.
 EH1968
 EH1968;                    North         East    Units  Estimated Accuracy
 EH1968;SPC AR S     -   644,330.      425,090.      MT  (+/- 180 meters Scaled)
 EH1968
 EH1968                          SUPERSEDED SURVEY CONTROL
 EH1968
 EH1968  NGVD 29 (??/??/??)   69.022  (m)          226.45   (f) ADJUSTED    1 2
 EH1968
 EH1968.Superseded values are not recommended for survey control.
 EH1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1968.See file dsdata.txt to determine how the superseded data were derived.
 EH1968
 EH1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU164592(NAD 83)
 EH1968_MARKER: DB = BENCH MARK DISK
 EH1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1968_STAMPING: G 110 1954
 EH1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1968+STABILITY: SURFACE MOTION
 EH1968
 EH1968  HISTORY     - Date     Condition        Report By
 EH1968  HISTORY     - 1954     MONUMENTED       CGS
 EH1968  HISTORY     - 20030609 MARK NOT FOUND   USACE
 EH1968
 EH1968                          STATION DESCRIPTION
 EH1968
 EH1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1968'7.5 MI N FROM CARLISLE.
 EH1968'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1968'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 1.7 MILES NORTHEAST
 EH1968'ALONG A CRUSHED ROCK ROAD, 181 FEET EAST OF A 25 INCH PINE TREE, 106
 EH1968'FEET EAST OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING NORTH,
 EH1968'47 FEET SOUTH OF THE CENTER LINE OF THE CRUSHED ROCK ROAD, 12 FEET
 EH1968'EAST OF A PIPE LINE, 4.6 FEET SOUTH OF A TELEPHONE POLE, IN LINE WITH
 EH1968'A ROW OF TELEPHONE POLES, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 EH1968'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 EH1968'FOOT ABOVE THE GROUND.
 EH1968
 EH1968                          STATION RECOVERY (2003)
 EH1968
 EH1968'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1874 ***********************************************************************
 EH1874  DESIGNATION -  G 111
 EH1874  PID         -  EH1874
 EH1874  STATE/COUNTY-  AR/LONOKE
 EH1874  USGS QUAD   -  OAK GROVE (1982)
 EH1874
 EH1874                         *CURRENT SURVEY CONTROL
 EH1874  ___________________________________________________________________
 EH1874* NAD 83(1986)-  34 59 14.     (N)    091 58 33.     (W)     SCALED    
 EH1874* NAVD 88     -       100.861  (meters)     330.91   (feet)  ADJUSTED  
 EH1874  ___________________________________________________________________
 EH1874  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EH1874  DYNAMIC HT  -         100.768 (meters)     330.60  (feet)  COMP
 EH1874  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 EH1874
 EH1874  VERT ORDER  -  FIRST     CLASS II
 EH1874
 EH1874.The horizontal coordinates were scaled from a topographic map and have
 EH1874.an estimated accuracy of +/- 6 seconds.
 EH1874
 EH1874.The orthometric height was determined by differential leveling
 EH1874.and adjusted by the National Geodetic Survey in June 1991..
 EH1874
 EH1874.The geoid height was determined by GEOID03.
 EH1874
 EH1874.The dynamic height is computed by dividing the NAVD 88
 EH1874.geopotential number by the normal gravity value computed on the
 EH1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1874.degrees latitude (g = 980.6199 gals.).
 EH1874
 EH1874.The modeled gravity was interpolated from observed gravity values.
 EH1874
 EH1874;                    North         East    Units  Estimated Accuracy
 EH1874;SPC AR S     -   657,390.      402,210.      MT  (+/- 180 meters Scaled)
 EH1874
 EH1874                          SUPERSEDED SURVEY CONTROL
 EH1874
 EH1874  NGVD 29 (??/??/??)  100.857  (m)          330.89   (f) ADJUSTED    1 2
 EH1874
 EH1874.Superseded values are not recommended for survey control.
 EH1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1874.See file dsdata.txt to determine how the superseded data were derived.
 EH1874
 EH1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU934721(NAD 83)
 EH1874_MARKER: DB = BENCH MARK DISK
 EH1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1874_STAMPING: G 111 1955
 EH1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1874+STABILITY: SURFACE MOTION
 EH1874
 EH1874  HISTORY     - Date     Condition        Report By
 EH1874  HISTORY     - 1955     MONUMENTED       CGS
 EH1874  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1874
 EH1874                          STATION DESCRIPTION
 EH1874
 EH1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1874'0.9 MI SE FROM AUSTIN.
 EH1874'0.9 MILE SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 EH1874'AUSTIN, 0.1 MILE NORTH OF A FARMHOUSE, ON TOP OF A HILL, 69 FEET
 EH1874'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 8 FEET EAST OF THE CENTER
 EH1874'LINE OF A WOODS ROAD LEADING NORTH, 16 FEET NORTH OF A 10 INCH OAK
 EH1874'TREE, 2.5 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN
 EH1874'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH1874
 EH1874                          STATION RECOVERY (1976)
 EH1874
 EH1874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1607 ***********************************************************************
 EH1607  DESIGNATION -  G 112
 EH1607  PID         -  EH1607
 EH1607  STATE/COUNTY-  AR/JEFFERSON
 EH1607  USGS QUAD   -  CADES (1975)
 EH1607
 EH1607                         *CURRENT SURVEY CONTROL
 EH1607  ___________________________________________________________________
 EH1607* NAD 83(1986)-  34 06 37.     (N)    091 34 33.     (W)     SCALED    
 EH1607* NAVD 88     -        54.758  (meters)     179.65   (feet)  ADJUSTED  
 EH1607  ___________________________________________________________________
 EH1607  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EH1607  DYNAMIC HT  -          54.704 (meters)     179.47  (feet)  COMP
 EH1607  MODELED GRAV-     979,655.9   (mgal)                       NAVD 88
 EH1607
 EH1607  VERT ORDER  -  FIRST     CLASS II
 EH1607
 EH1607.The horizontal coordinates were scaled from a topographic map and have
 EH1607.an estimated accuracy of +/- 6 seconds.
 EH1607
 EH1607.The orthometric height was determined by differential leveling
 EH1607.and adjusted by the National Geodetic Survey in August 1993..
 EH1607
 EH1607.The geoid height was determined by GEOID03.
 EH1607
 EH1607.The dynamic height is computed by dividing the NAVD 88
 EH1607.geopotential number by the normal gravity value computed on the
 EH1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1607.degrees latitude (g = 980.6199 gals.).
 EH1607
 EH1607.The modeled gravity was interpolated from observed gravity values.
 EH1607
 EH1607;                    North         East    Units  Estimated Accuracy
 EH1607;SPC AR S     -   560,200.      439,130.      MT  (+/- 180 meters Scaled)
 EH1607
 EH1607                          SUPERSEDED SURVEY CONTROL
 EH1607
 EH1607  NAVD 88 (06/15/91)   54.797  (m)          179.78   (f) UNKNOWN     1 2
 EH1607  NGVD 29 (??/??/??)   54.846  (m)          179.94   (f) ADJUSTED    1 2
 EH1607
 EH1607.Superseded values are not recommended for survey control.
 EH1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1607.See file dsdata.txt to determine how the superseded data were derived.
 EH1607
 EH1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT313752(NAD 83)
 EH1607_MARKER: DB = BENCH MARK DISK
 EH1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1607_STAMPING: G 112 1954
 EH1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1607+STABILITY: SURFACE MOTION
 EH1607
 EH1607  HISTORY     - Date     Condition        Report By
 EH1607  HISTORY     - 1954     MONUMENTED       CGS
 EH1607  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1607
 EH1607                          STATION DESCRIPTION
 EH1607
 EH1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1607'3.7 MI S FROM REYDEL.
 EH1607'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1607'THENCE 1.8 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 EH1607'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTHEAST ALONG A
 EH1607'GRADED DIRT ROAD, 139 FEET WEST OF THE CENTER OF A GATE WHICH IS
 EH1607'ACROSS THE TOP OF A LEVEE, 68 FEET NORTHWEST OF THE CENTER LINE OF A
 EH1607'ROAD WHICH GOES ALONG THE TOP OF A LEVEE, 41 FEET SOUTHEAST OF THE
 EH1607'CENTER LINE OF A ROAD WHICH RUNS PARALLEL TO THE LEVEE, 2 FEET
 EH1607'NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 EH1607'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 EH1607'NOTE-- THE ROAD IS GONE.
 EH1607
 EH1607                          STATION RECOVERY (1964)
 EH1607
 EH1607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1668 ***********************************************************************
 EH1668  DESIGNATION -  G 113
 EH1668  PID         -  EH1668
 EH1668  STATE/COUNTY-  AR/ARKANSAS
 EH1668  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1668
 EH1668                         *CURRENT SURVEY CONTROL
 EH1668  ___________________________________________________________________
 EH1668* NAD 83(1986)-  34 28 40.     (N)    091 32 26.     (W)     SCALED    
 EH1668* NAVD 88     -        65.964  (meters)     216.42   (feet)  ADJUSTED  
 EH1668  ___________________________________________________________________
 EH1668  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH1668  DYNAMIC HT  -          65.901 (meters)     216.21  (feet)  COMP
 EH1668  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 EH1668
 EH1668  VERT ORDER  -  FIRST     CLASS II
 EH1668
 EH1668.The horizontal coordinates were scaled from a topographic map and have
 EH1668.an estimated accuracy of +/- 6 seconds.
 EH1668
 EH1668.The orthometric height was determined by differential leveling
 EH1668.and adjusted by the National Geodetic Survey in August 1993..
 EH1668
 EH1668.The geoid height was determined by GEOID03.
 EH1668
 EH1668.The dynamic height is computed by dividing the NAVD 88
 EH1668.geopotential number by the normal gravity value computed on the
 EH1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1668.degrees latitude (g = 980.6199 gals.).
 EH1668
 EH1668.The modeled gravity was interpolated from observed gravity values.
 EH1668
 EH1668;                    North         East    Units  Estimated Accuracy
 EH1668;SPC AR S     -   600,970.      442,200.      MT  (+/- 180 meters Scaled)
 EH1668
 EH1668                          SUPERSEDED SURVEY CONTROL
 EH1668
 EH1668  NAVD 88 (06/15/91)   66.001  (m)          216.54   (f) UNKNOWN     1 2
 EH1668  NGVD 29 (??/??/??)   66.004  (m)          216.55   (f) ADJUSTED    1 2
 EH1668
 EH1668.Superseded values are not recommended for survey control.
 EH1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1668.See file dsdata.txt to determine how the superseded data were derived.
 EH1668
 EH1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU340160(NAD 83)
 EH1668_MARKER: DB = BENCH MARK DISK
 EH1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1668_STAMPING: G 113 1954
 EH1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1668+STABILITY: SURFACE MOTION
 EH1668
 EH1668  HISTORY     - Date     Condition        Report By
 EH1668  HISTORY     - 1954     MONUMENTED       CGS
 EH1668  HISTORY     - 20020405 POOR             USACE
 EH1668
 EH1668                          STATION DESCRIPTION
 EH1668
 EH1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1668'1.1 MI SE FROM STUTTGART.
 EH1668'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1668'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1668'HIGHWAYS 11 AND 30, AT THE JUNCTION OF STATE HIGHWAYS 11 AND 30, 400
 EH1668'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 30, 93 FEET EAST OF THE
 EH1668'CENTER LINE OF STATE HIGHWAY 11, 48 FEET EAST OF A FENCE, 1 FOOT
 EH1668'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WHITE PUMP HOUSE, SET IN
 EH1668'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH1668
 EH1668                          STATION RECOVERY (2002)
 EH1668
 EH1668'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1668'THE STATION IS LEANING TOO MUCH FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2372 ***********************************************************************
 EH2372  DESIGNATION -  G 114
 EH2372  PID         -  EH2372
 EH2372  STATE/COUNTY-  AR/PRAIRIE
 EH2372  USGS QUAD   -  SLOVAK (1994)
 EH2372
 EH2372                         *CURRENT SURVEY CONTROL
 EH2372  ___________________________________________________________________
 EH2372* NAD 83(1986)-  34 41 05.     (N)    091 35 44.     (W)     SCALED    
 EH2372* NAVD 88     -        65.008  (meters)     213.28   (feet)  ADJUSTED  
 EH2372  ___________________________________________________________________
 EH2372  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2372  DYNAMIC HT  -          64.946 (meters)     213.08  (feet)  COMP
 EH2372  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 EH2372
 EH2372  VERT ORDER  -  FIRST     CLASS II
 EH2372
 EH2372.The horizontal coordinates were scaled from a topographic map and have
 EH2372.an estimated accuracy of +/- 6 seconds.
 EH2372
 EH2372.The orthometric height was determined by differential leveling
 EH2372.and adjusted by the National Geodetic Survey in June 1991..
 EH2372
 EH2372.The geoid height was determined by GEOID03.
 EH2372
 EH2372.The dynamic height is computed by dividing the NAVD 88
 EH2372.geopotential number by the normal gravity value computed on the
 EH2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2372.degrees latitude (g = 980.6199 gals.).
 EH2372
 EH2372.The modeled gravity was interpolated from observed gravity values.
 EH2372
 EH2372;                    North         East    Units  Estimated Accuracy
 EH2372;SPC AR S     -   623,910.      437,060.      MT  (+/- 180 meters Scaled)
 EH2372
 EH2372                          SUPERSEDED SURVEY CONTROL
 EH2372
 EH2372  NGVD 29 (??/??/??)   65.028  (m)          213.35   (f) ADJUSTED    1 2
 EH2372
 EH2372.Superseded values are not recommended for survey control.
 EH2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2372.See file dsdata.txt to determine how the superseded data were derived.
 EH2372
 EH2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU286389(NAD 83)
 EH2372_MARKER: DB = BENCH MARK DISK
 EH2372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2372_SP_SET: CULVERT
 EH2372_STAMPING: G 114 1954
 EH2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2372
 EH2372  HISTORY     - Date     Condition        Report By
 EH2372  HISTORY     - 1954     MONUMENTED       CGS
 EH2372  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2372
 EH2372                          STATION DESCRIPTION
 EH2372
 EH2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2372'3.7 MI N FROM SLOVAC.
 EH2372'1.0 MILE WEST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL AT
 EH2372'SLOVAC, THENCE 2.7 MILES NORTH ALONG A GRAVELED ROAD, 0.2 MILE WEST OF
 EH2372'BENCH MARK 25 W (U.S.G.S.), 11 FEET NORTH OF THE CENTER LINE OF AN
 EH2372'EAST AND WEST ROAD, 70 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 EH2372'NORTH, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL
 EH2372'OF A PIPE CULVERT UNDER THE EAST AND WEST ROAD.
 EH2372
 EH2372                          STATION RECOVERY (2003)
 EH2372
 EH2372'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1410 ***********************************************************************
 EH1410  DESIGNATION -  G 115
 EH1410  PID         -  EH1410
 EH1410  STATE/COUNTY-  AR/ARKANSAS
 EH1410  USGS QUAD   -  ALMYRA (1968)
 EH1410
 EH1410                         *CURRENT SURVEY CONTROL
 EH1410  ___________________________________________________________________
 EH1410* NAD 83(1986)-  34 24 57.     (N)    091 27 54.     (W)     SCALED    
 EH1410* NAVD 88     -        64.006  (meters)     209.99   (feet)  ADJUSTED  
 EH1410  ___________________________________________________________________
 EH1410  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH1410  DYNAMIC HT  -          63.944 (meters)     209.79  (feet)  COMP
 EH1410  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 EH1410
 EH1410  VERT ORDER  -  FIRST     CLASS II
 EH1410
 EH1410.This mark is at Almyra Airport (M73)
 EH1410
 EH1410.The horizontal coordinates were scaled from a topographic map and have
 EH1410.an estimated accuracy of +/- 6 seconds.
 EH1410
 EH1410.The orthometric height was determined by differential leveling
 EH1410.and adjusted by the National Geodetic Survey in August 1993..
 EH1410
 EH1410.The geoid height was determined by GEOID03.
 EH1410
 EH1410.The dynamic height is computed by dividing the NAVD 88
 EH1410.geopotential number by the normal gravity value computed on the
 EH1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1410.degrees latitude (g = 980.6199 gals.).
 EH1410
 EH1410.The modeled gravity was interpolated from observed gravity values.
 EH1410
 EH1410;                    North         East    Units  Estimated Accuracy
 EH1410;SPC AR S     -   594,140.      449,180.      MT  (+/- 180 meters Scaled)
 EH1410
 EH1410                          SUPERSEDED SURVEY CONTROL
 EH1410
 EH1410  NAVD 88 (06/15/91)   64.057  (m)          210.16   (f) UNKNOWN     1 2
 EH1410  NGVD 29 (??/??/??)   64.062  (m)          210.18   (f) ADJUSTED    1 2
 EH1410
 EH1410.Superseded values are not recommended for survey control.
 EH1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1410.See file dsdata.txt to determine how the superseded data were derived.
 EH1410
 EH1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU410093(NAD 83)
 EH1410_MARKER: DB = BENCH MARK DISK
 EH1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1410_STAMPING: G 115 1954
 EH1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1410+STABILITY: SURFACE MOTION
 EH1410
 EH1410  HISTORY     - Date     Condition        Report By
 EH1410  HISTORY     - 1954     MONUMENTED       CGS
 EH1410
 EH1410                          STATION DESCRIPTION
 EH1410
 EH1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1410'3.9 MI W FROM ALMYRA.
 EH1410'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1410'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 30, THENCE 2.8 MILES WEST
 EH1410'ALONG A GRAVELED ROAD, 180 FEET WEST OF THE WEST SIDE OF THE SOUTH
 EH1410'HANGAR AT THE ALMYRA AIRPORT, SET IN THE TOP OF THE NORTHWEST CORNER
 EH1410'OF THE CONCRETE BASE OF THE WIND T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1345 ***********************************************************************
 EH1345  DESIGNATION -  G 116
 EH1345  PID         -  EH1345
 EH1345  STATE/COUNTY-  AR/ARKANSAS
 EH1345  USGS QUAD   -  DE WITT (1968)
 EH1345
 EH1345                         *CURRENT SURVEY CONTROL
 EH1345  ___________________________________________________________________
 EH1345* NAD 83(1986)-  34 18 21.     (N)    091 18 57.     (W)     SCALED    
 EH1345* NAVD 88     -        51.514  (meters)     169.01   (feet)  ADJUSTED  
 EH1345  ___________________________________________________________________
 EH1345  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH1345  DYNAMIC HT  -          51.464 (meters)     168.84  (feet)  COMP
 EH1345  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 EH1345
 EH1345  VERT ORDER  -  FIRST     CLASS II
 EH1345
 EH1345.The horizontal coordinates were scaled from a topographic map and have
 EH1345.an estimated accuracy of +/- 6 seconds.
 EH1345
 EH1345.The orthometric height was determined by differential leveling
 EH1345.and adjusted by the National Geodetic Survey in August 1993..
 EH1345
 EH1345.The geoid height was determined by GEOID03.
 EH1345
 EH1345.The dynamic height is computed by dividing the NAVD 88
 EH1345.geopotential number by the normal gravity value computed on the
 EH1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1345.degrees latitude (g = 980.6199 gals.).
 EH1345
 EH1345.The modeled gravity was interpolated from observed gravity values.
 EH1345
 EH1345;                    North         East    Units  Estimated Accuracy
 EH1345;SPC AR S     -   582,020.      462,970.      MT  (+/- 180 meters Scaled)
 EH1345
 EH1345                          SUPERSEDED SURVEY CONTROL
 EH1345
 EH1345  NAVD 88 (06/15/91)   51.472  (m)          168.87   (f) UNKNOWN     1 2
 EH1345  NGVD 29 (??/??/??)   51.536  (m)          169.08   (f) ADJUSTED    1 2
 EH1345
 EH1345.Superseded values are not recommended for survey control.
 EH1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1345.See file dsdata.txt to determine how the superseded data were derived.
 EH1345
 EH1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT549973(NAD 83)
 EH1345_MARKER: DB = BENCH MARK DISK
 EH1345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1345_SP_SET: BRIDGE ABUTMENT
 EH1345_STAMPING: G 116 1954
 EH1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1345
 EH1345  HISTORY     - Date     Condition        Report By
 EH1345  HISTORY     - 1954     MONUMENTED       CGS
 EH1345  HISTORY     - 1976     GOOD             NGS
 EH1345  HISTORY     - 20030414 POOR             USACE
 EH1345
 EH1345                          STATION DESCRIPTION
 EH1345
 EH1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1345'1.6 MI NE FROM DEWITT.
 EH1345'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE AT
 EH1345'DEWITT, 10 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT THE MOST
 EH1345'EASTERLY ONE OF TWO BRIDGES OVER LAGURE CREEK, SET IN THE TOP OF THE
 EH1345'SOUTH END OF THE EAST ABUTMENT OF THE BRIDGE.
 EH1345
 EH1345                          STATION RECOVERY (1976)
 EH1345
 EH1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1345'RECOVERED IN GOOD CONDITION.
 EH1345
 EH1345                          STATION RECOVERY (2003)
 EH1345
 EH1345'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1345'DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1513 ***********************************************************************
 EH1513  DESIGNATION -  G 117
 EH1513  PID         -  EH1513
 EH1513  STATE/COUNTY-  AR/ARKANSAS
 EH1513  USGS QUAD   -  GILLETT (1972)
 EH1513
 EH1513                         *CURRENT SURVEY CONTROL
 EH1513  ___________________________________________________________________
 EH1513* NAD 83(1986)-  34 04 37.     (N)    091 25 37.     (W)     SCALED    
 EH1513* NAVD 88     -        52.720  (meters)     172.97   (feet)  ADJUSTED  
 EH1513  ___________________________________________________________________
 EH1513  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1513  DYNAMIC HT  -          52.668 (meters)     172.79  (feet)  COMP
 EH1513  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH1513
 EH1513  VERT ORDER  -  FIRST     CLASS II
 EH1513
 EH1513.The horizontal coordinates were scaled from a topographic map and have
 EH1513.an estimated accuracy of +/- 6 seconds.
 EH1513
 EH1513.The orthometric height was determined by differential leveling
 EH1513.and adjusted by the National Geodetic Survey in August 1993..
 EH1513
 EH1513.The geoid height was determined by GEOID03.
 EH1513
 EH1513.The dynamic height is computed by dividing the NAVD 88
 EH1513.geopotential number by the normal gravity value computed on the
 EH1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1513.degrees latitude (g = 980.6199 gals.).
 EH1513
 EH1513.The modeled gravity was interpolated from observed gravity values.
 EH1513
 EH1513;                    North         East    Units  Estimated Accuracy
 EH1513;SPC AR S     -   556,570.      452,890.      MT  (+/- 180 meters Scaled)
 EH1513
 EH1513                          SUPERSEDED SURVEY CONTROL
 EH1513
 EH1513  NGVD 29 (??/??/??)   52.844  (m)          173.37   (f) ADJUSTED    1 2
 EH1513
 EH1513.Superseded values are not recommended for survey control.
 EH1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1513.See file dsdata.txt to determine how the superseded data were derived.
 EH1513
 EH1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT451718(NAD 83)
 EH1513_MARKER: DB = BENCH MARK DISK
 EH1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1513_STAMPING: G 117 1955
 EH1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1513+STABILITY: SURFACE MOTION
 EH1513
 EH1513  HISTORY     - Date     Condition        Report By
 EH1513  HISTORY     - 1955     MONUMENTED       CGS
 EH1513  HISTORY     - 1972     MARK NOT FOUND   USGS
 EH1513
 EH1513                          STATION DESCRIPTION
 EH1513
 EH1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1513'8.9 MI SW FROM GILLETT.
 EH1513'4.2 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1513'SOUTHWESTERN RAILROAD STATION AT GILLETT, THENCE 0.5 MILE WEST ALONG A
 EH1513'GRADED DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD,
 EH1513'THENCE 0.4 MILE WEST ALONG A PRIVATE ROAD, THENCE 3.2 MILES NORTHWEST
 EH1513'ALONG A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, ON THE OUTSIDE OF A
 EH1513'CURVE IN THE LEVEE, 81 FEET NORTHEAST OF THE CENTER LINE OF THE LEVEE,
 EH1513'2.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH1513'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1513
 EH1513                          STATION RECOVERY (1972)
 EH1513
 EH1513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0852 ***********************************************************************
 DK0852  DESIGNATION -  G 118
 DK0852  PID         -  DK0852
 DK0852  STATE/COUNTY-  AR/DESHA
 DK0852  USGS QUAD   -  WATSON (1969)
 DK0852
 DK0852                         *CURRENT SURVEY CONTROL
 DK0852  ___________________________________________________________________
 DK0852* NAD 83(1986)-  33 54 44.     (N)    091 17 45.     (W)     SCALED    
 DK0852* NAVD 88     -        47.845  (meters)     156.97   (feet)  ADJUSTED  
 DK0852  ___________________________________________________________________
 DK0852  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DK0852  DYNAMIC HT  -          47.797 (meters)     156.81  (feet)  COMP
 DK0852  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 DK0852
 DK0852  VERT ORDER  -  FIRST     CLASS II
 DK0852
 DK0852.The horizontal coordinates were scaled from a topographic map and have
 DK0852.an estimated accuracy of +/- 6 seconds.
 DK0852
 DK0852.The orthometric height was determined by differential leveling
 DK0852.and adjusted by the National Geodetic Survey in June 1991..
 DK0852
 DK0852.The geoid height was determined by GEOID03.
 DK0852
 DK0852.The dynamic height is computed by dividing the NAVD 88
 DK0852.geopotential number by the normal gravity value computed on the
 DK0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0852.degrees latitude (g = 980.6199 gals.).
 DK0852
 DK0852.The modeled gravity was interpolated from observed gravity values.
 DK0852
 DK0852;                    North         East    Units  Estimated Accuracy
 DK0852;SPC AR S     -   538,370.      465,120.      MT  (+/- 180 meters Scaled)
 DK0852
 DK0852                          SUPERSEDED SURVEY CONTROL
 DK0852
 DK0852  NGVD 29 (??/??/??)   47.911  (m)          157.19   (f) ADJUSTED    1 2
 DK0852
 DK0852.Superseded values are not recommended for survey control.
 DK0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0852.See file dsdata.txt to determine how the superseded data were derived.
 DK0852
 DK0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT575537(NAD 83)
 DK0852_MARKER: DB = BENCH MARK DISK
 DK0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0852_SP_SET: BRIDGE ABUTMENT
 DK0852_STAMPING: G 118 1955
 DK0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0852+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DK0852
 DK0852  HISTORY     - Date     Condition        Report By
 DK0852  HISTORY     - 1955     MONUMENTED       CGS
 DK0852  HISTORY     - 1976     GOOD             NGS
 DK0852  HISTORY     - 20020607 GOOD             USACE
 DK0852
 DK0852                          STATION DESCRIPTION
 DK0852
 DK0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0852'3.2 MI NW FROM WATSON.
 DK0852'3.2 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 DK0852'RAILROAD STATION AT WATSON, 13 FEET NORTH OF THE CENTER LINE OF THE
 DK0852'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF A
 DK0852'CONCRETE BRIDGE OVER A CREEK.
 DK0852
 DK0852                          STATION RECOVERY (1976)
 DK0852
 DK0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0852'RECOVERED IN GOOD CONDITION.
 DK0852
 DK0852                          STATION RECOVERY (2002)
 DK0852
 DK0852'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0579 ***********************************************************************
 DL0579  DESIGNATION -  G 119
 DL0579  PID         -  DL0579
 DL0579  STATE/COUNTY-  AR/LAFAYETTE
 DL0579  USGS QUAD   -  BUCKNER (1968)
 DL0579
 DL0579                         *CURRENT SURVEY CONTROL
 DL0579  ___________________________________________________________________
 DL0579* NAD 83(1986)-  33 15 56.     (N)    093 29 53.     (W)     SCALED    
 DL0579* NAVD 88     -        84.010  (meters)     275.62   (feet)  ADJUSTED  
 DL0579  ___________________________________________________________________
 DL0579  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL0579  DYNAMIC HT  -          83.920 (meters)     275.33  (feet)  COMP
 DL0579  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DL0579
 DL0579  VERT ORDER  -  SECOND    CLASS 0
 DL0579
 DL0579.The horizontal coordinates were scaled from a topographic map and have
 DL0579.an estimated accuracy of +/- 6 seconds.
 DL0579
 DL0579.The orthometric height was determined by differential leveling
 DL0579.and adjusted by the National Geodetic Survey in June 1991..
 DL0579
 DL0579.The geoid height was determined by GEOID03.
 DL0579
 DL0579.The dynamic height is computed by dividing the NAVD 88
 DL0579.geopotential number by the normal gravity value computed on the
 DL0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0579.degrees latitude (g = 980.6199 gals.).
 DL0579
 DL0579.The modeled gravity was interpolated from observed gravity values.
 DL0579
 DL0579;                    North         East    Units  Estimated Accuracy
 DL0579;SPC AR S     -   467,450.      260,430.      MT  (+/- 180 meters Scaled)
 DL0579
 DL0579                          SUPERSEDED SURVEY CONTROL
 DL0579
 DL0579  NGVD 29 (??/??/92)   84.054  (m)          275.77   (f) ADJ UNCH    2 0
 DL0579
 DL0579.Superseded values are not recommended for survey control.
 DL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0579.See file dsdata.txt to determine how the superseded data were derived.
 DL0579
 DL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS536808(NAD 83)
 DL0579_MARKER: DB = BENCH MARK DISK
 DL0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0579_STAMPING: G 119 1934
 DL0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0579+STABILITY: SURFACE MOTION
 DL0579
 DL0579  HISTORY     - Date     Condition        Report By
 DL0579  HISTORY     - 1934     MONUMENTED       CGS
 DL0579  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0579
 DL0579                          STATION DESCRIPTION
 DL0579
 DL0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0579'0.2 MI S FROM MCKAMIE.
 DL0579'ABOUT 0.2 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0579'STATION AT MCKAMIE, LAFAYETTE COUNTY, 90 FEET EAST OF POLE 29+9, ABOUT
 DL0579'17 YARDS EAST OF THE TRACK, AND AT THE EDGE OF A PINE GROVE.  A
 DL0579'STANDARD DISK, STAMPED G 119 1934 AND SET IN THE TOP OF A CONCRETE
 DL0579'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0133 ***********************************************************************
 DL0133  DESIGNATION -  G 12
 DL0133  PID         -  DL0133
 DL0133  STATE/COUNTY-  AR/ASHLEY
 DL0133  USGS QUAD   -  MARAIS SALINE (1981)
 DL0133
 DL0133                         *CURRENT SURVEY CONTROL
 DL0133  ___________________________________________________________________
 DL0133* NAD 83(1986)-  33 09 04.     (N)    092 06 07.     (W)     SCALED    
 DL0133* NAVD 88     -        28.809  (meters)      94.52   (feet)  ADJUSTED  
 DL0133  ___________________________________________________________________
 DL0133  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DL0133  DYNAMIC HT  -          28.779 (meters)      94.42  (feet)  COMP
 DL0133  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DL0133
 DL0133  VERT ORDER  -  SECOND    CLASS 0
 DL0133
 DL0133.The horizontal coordinates were scaled from a topographic map and have
 DL0133.an estimated accuracy of +/- 6 seconds.
 DL0133
 DL0133.The orthometric height was determined by differential leveling
 DL0133.and adjusted by the National Geodetic Survey in June 1991..
 DL0133
 DL0133.The geoid height was determined by GEOID03.
 DL0133
 DL0133.The dynamic height is computed by dividing the NAVD 88
 DL0133.geopotential number by the normal gravity value computed on the
 DL0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0133.degrees latitude (g = 980.6199 gals.).
 DL0133
 DL0133.The modeled gravity was interpolated from observed gravity values.
 DL0133
 DL0133;                    North         East    Units  Estimated Accuracy
 DL0133;SPC AR S     -   453,740.      390,490.      MT  (+/- 180 meters Scaled)
 DL0133
 DL0133                          SUPERSEDED SURVEY CONTROL
 DL0133
 DL0133  NGVD 29 (??/??/92)   28.89   (m)           94.8    (f) COMPUTED    2 0
 DL0133
 DL0133.Superseded values are not recommended for survey control.
 DL0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0133.See file dsdata.txt to determine how the superseded data were derived.
 DL0133
 DL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS837683(NAD 83)
 DL0133_MARKER: DB = BENCH MARK DISK
 DL0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0133_SP_SET: BRIDGE
 DL0133_STAMPING: G 12 1932 94.705
 DL0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0133
 DL0133  HISTORY     - Date     Condition        Report By
 DL0133  HISTORY     - 1932     MONUMENTED       CGS
 DL0133  HISTORY     - 1960     GOOD             NGS
 DL0133  HISTORY     - 1964     GOOD             NGS
 DL0133
 DL0133                          STATION DESCRIPTION
 DL0133
 DL0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0133'14.05 MI NE FROM FELSENTHAL.
 DL0133'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0133'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 6.65
 DL0133'MILES EAST ALONG U. S. HIGHWAY 82, AT THE EAST END OF A CONCRETE
 DL0133'APPROACH TO THE STEEL BRIDGE OVER THE OUACHITA RIVER, 14 FEET NORTH OF
 DL0133'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE CONCRETE CURB OF THE
 DL0133'BRIDGE, 22 1/2 FEET WEST-SOUTHWEST OF THE EAST-NORTHEAST END OF A
 DL0133'CONCRETE WING WALL, AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 DL0133
 DL0133                          STATION RECOVERY (1964)
 DL0133
 DL0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0633 ***********************************************************************
 DL0633  DESIGNATION -  G 120
 DL0633  PID         -  DL0633
 DL0633  STATE/COUNTY-  AR/COLUMBIA
 DL0633  USGS QUAD   -  MAGNOLIA (1968)
 DL0633
 DL0633                         *CURRENT SURVEY CONTROL
 DL0633  ___________________________________________________________________
 DL0633* NAD 83(1986)-  33 16 04.     (N)    093 14 27.     (W)     SCALED    
 DL0633* NAVD 88     -       102.902  (meters)     337.60   (feet)  ADJUSTED  
 DL0633  ___________________________________________________________________
 DL0633  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL0633  DYNAMIC HT  -         102.791 (meters)     337.24  (feet)  COMP
 DL0633  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 DL0633
 DL0633  VERT ORDER  -  SECOND    CLASS 0
 DL0633
 DL0633.The horizontal coordinates were scaled from a topographic map and have
 DL0633.an estimated accuracy of +/- 6 seconds.
 DL0633
 DL0633.The orthometric height was determined by differential leveling
 DL0633.and adjusted by the National Geodetic Survey in June 1991..
 DL0633
 DL0633.The geoid height was determined by GEOID03.
 DL0633
 DL0633.The dynamic height is computed by dividing the NAVD 88
 DL0633.geopotential number by the normal gravity value computed on the
 DL0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0633.degrees latitude (g = 980.6199 gals.).
 DL0633
 DL0633.The modeled gravity was interpolated from observed gravity values.
 DL0633
 DL0633;                    North         East    Units  Estimated Accuracy
 DL0633;SPC AR S     -   467,370.      284,390.      MT  (+/- 180 meters Scaled)
 DL0633
 DL0633                          SUPERSEDED SURVEY CONTROL
 DL0633
 DL0633  NGVD 29 (??/??/92)  102.94   (m)          337.7    (f) COMPUTED    2 0
 DL0633
 DL0633.Superseded values are not recommended for survey control.
 DL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0633.See file dsdata.txt to determine how the superseded data were derived.
 DL0633
 DL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS775809(NAD 83)
 DL0633_MARKER: DB = BENCH MARK DISK
 DL0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0633_SP_SET: CONCRETE FOOTING
 DL0633_STAMPING: G 120 1934
 DL0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0633
 DL0633  HISTORY     - Date     Condition        Report By
 DL0633  HISTORY     - 1934     MONUMENTED       CGS
 DL0633  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0633
 DL0633                          STATION DESCRIPTION
 DL0633
 DL0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0633'IN MAGNOLIA.
 DL0633'AT MAGNOLIA, COLUMBIA COUNTY, BEHIND THE CITY HALL, AT THE CITY WATER
 DL0633'TOWER, AND IN THE TOP OF THE EAST CORNER OF THE NORTHEAST CONCRETE
 DL0633'FOOTING.  A STANDARD DISK, STAMPED G 120 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0680 ***********************************************************************
 DL0680  DESIGNATION -  G 121
 DL0680  PID         -  DL0680
 DL0680  STATE/COUNTY-  AR/COLUMBIA
 DL0680  USGS QUAD   -  VILLAGE (1966)
 DL0680
 DL0680                         *CURRENT SURVEY CONTROL
 DL0680  ___________________________________________________________________
 DL0680* NAD 83(1986)-  33 15 42.     (N)    093 00 54.     (W)     SCALED    
 DL0680* NAVD 88     -        91.497  (meters)     300.19   (feet)  ADJUSTED  
 DL0680  ___________________________________________________________________
 DL0680  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DL0680  DYNAMIC HT  -          91.399 (meters)     299.86  (feet)  COMP
 DL0680  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 DL0680
 DL0680  VERT ORDER  -  SECOND    CLASS 0
 DL0680
 DL0680.The horizontal coordinates were scaled from a topographic map and have
 DL0680.an estimated accuracy of +/- 6 seconds.
 DL0680
 DL0680.The orthometric height was determined by differential leveling
 DL0680.and adjusted by the National Geodetic Survey in June 1991..
 DL0680
 DL0680.The geoid height was determined by GEOID03.
 DL0680
 DL0680.The dynamic height is computed by dividing the NAVD 88
 DL0680.geopotential number by the normal gravity value computed on the
 DL0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0680.degrees latitude (g = 980.6199 gals.).
 DL0680
 DL0680.The modeled gravity was interpolated from observed gravity values.
 DL0680
 DL0680;                    North         East    Units  Estimated Accuracy
 DL0680;SPC AR S     -   466,460.      305,430.      MT  (+/- 180 meters Scaled)
 DL0680
 DL0680                          SUPERSEDED SURVEY CONTROL
 DL0680
 DL0680  NGVD 29 (??/??/92)   91.542  (m)          300.33   (f) ADJ UNCH    2 0
 DL0680
 DL0680.Superseded values are not recommended for survey control.
 DL0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0680.See file dsdata.txt to determine how the superseded data were derived.
 DL0680
 DL0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS986802(NAD 83)
 DL0680_MARKER: DB = BENCH MARK DISK
 DL0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0680_STAMPING: G 121 1934
 DL0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0680+STABILITY: SURFACE MOTION
 DL0680
 DL0680  HISTORY     - Date     Condition        Report By
 DL0680  HISTORY     - 1934     MONUMENTED       CGS
 DL0680  HISTORY     - 1964     GOOD             NGS
 DL0680
 DL0680                          STATION DESCRIPTION
 DL0680
 DL0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0680'2.3 MI E FROM VILLAGE.
 DL0680'2.3 MILES EAST OF SURFACED CROSSROADS AT VILLAGE, 74 FEET SOUTH OF
 DL0680'CENTERLINE OF SURFACED ROAD (OLD U.S. 82), NEAR TOP OF HILL, IN OPEN
 DL0680'FIELD AND ABOUT 75 FEET SOUTHWEST OF A SYCAMORE TREE THAT IS IN SOUTH
 DL0680'RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0289 ***********************************************************************
 DL0289  DESIGNATION -  G 122
 DL0289  PID         -  DL0289
 DL0289  STATE/COUNTY-  AR/UNION
 DL0289  USGS QUAD   -  JUNCTION CITY (1981)
 DL0289
 DL0289                         *CURRENT SURVEY CONTROL
 DL0289  ___________________________________________________________________
 DL0289* NAD 83(1986)-  33 01 53.     (N)    092 42 56.     (W)     SCALED    
 DL0289* NAVD 88     -        45.565  (meters)     149.49   (feet)  ADJUSTED  
 DL0289  ___________________________________________________________________
 DL0289  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0289  DYNAMIC HT  -          45.515 (meters)     149.33  (feet)  COMP
 DL0289  MODELED GRAV-     979,543.0   (mgal)                       NAVD 88
 DL0289
 DL0289  VERT ORDER  -  SECOND    CLASS 0
 DL0289
 DL0289.The horizontal coordinates were scaled from a topographic map and have
 DL0289.an estimated accuracy of +/- 6 seconds.
 DL0289
 DL0289.The orthometric height was determined by differential leveling
 DL0289.and adjusted by the National Geodetic Survey in June 1991..
 DL0289
 DL0289.The geoid height was determined by GEOID03.
 DL0289
 DL0289.The dynamic height is computed by dividing the NAVD 88
 DL0289.geopotential number by the normal gravity value computed on the
 DL0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0289.degrees latitude (g = 980.6199 gals.).
 DL0289
 DL0289.The modeled gravity was interpolated from observed gravity values.
 DL0289
 DL0289;                    North         East    Units  Estimated Accuracy
 DL0289;SPC AR S     -   440,690.      333,150.      MT  (+/- 180 meters Scaled)
 DL0289
 DL0289                          SUPERSEDED SURVEY CONTROL
 DL0289
 DL0289  NGVD 29 (??/??/92)   45.670  (m)          149.84   (f) ADJ UNCH    2 0
 DL0289
 DL0289.Superseded values are not recommended for survey control.
 DL0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0289.See file dsdata.txt to determine how the superseded data were derived.
 DL0289
 DL0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS265548(NAD 83)
 DL0289_MARKER: DB = BENCH MARK DISK
 DL0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0289_STAMPING: G 122 1934
 DL0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0289+STABILITY: SURFACE MOTION
 DL0289
 DL0289  HISTORY     - Date     Condition        Report By
 DL0289  HISTORY     - 1934     MONUMENTED       CGS
 DL0289  HISTORY     - 1964     GOOD             NGS
 DL0289  HISTORY     - 1977     POOR             USGS
 DL0289  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0289
 DL0289                          STATION DESCRIPTION
 DL0289
 DL0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0289'1.3 MI N FROM JUNCTION CITY.
 DL0289'1.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 DL0289'FROM JUNCTION CITY, UNION COUNTY, AT THE CROSSING OF U.S. HIGHWAY 167,
 DL0289'54 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 47 FEET EAST OF THE
 DL0289'CENTER LINE OF THE TRACK, AND IN THE RIGHT-OF-WAY FENCE CORNER. A
 DL0289'STANDARD DISK, STAMPED G 122 1934 AND SET IN THE TOP OF A CONCRETE
 DL0289'POST.
 DL0289
 DL0289                          STATION RECOVERY (1977)
 DL0289
 DL0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0289'THIS BENCH MARK WAS FOUND IN A DISTURBED CONDITION. IT IS NOW TILTED
 DL0289'TO THE EAST, AND APPEARS TO HAVE BEEN STRUCK BY A ROAD GRADER. THE
 DL0289'BENCH MARK ELEVATION IS NO GOOD FOR 3RD ORDER LEVELS BUT IS OK FOR
 DL0289'4TH ORDER LINES. THE BENCH MARK IS REDESCRIBED AS FOLLOWS-- ABOUT 1.3
 DL0289'MI. N. ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 DL0289'JUNCTION CITY, ARK., ABOUT 0.15 MI. S. AND 0.25 MI. E. OF THE COR. OF
 DL0289'SECS. 25, 26, 35 AND 36, T. 19 S., R. 16 W., ABOUT 336 FT. S. OF THE
 DL0289'PRESENT GRADE CROSSING OF U. S. HIGHWAY 167, 54 FT. S. OF THE GRADE
 DL0289'CROSSING OF OLD HWY. 167, 47 FT. E. OF THE C/L OF THE TRACK, 15 FT.
 DL0289'S. AND 12 FT. W. OF ARK/LA GAS CO. SIGN, 3 FT. N. AND 29 FT. W. OF
 DL0289'TELEPHONE POLE, IN CONC. POST 0.1 FT. UNDERGROUND. STANDARD TABLET
 DL0289'STAMPED G 122 1934.
 DL0289
 DL0289                          STATION RECOVERY (2004)
 DL0289
 DL0289'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0289'TANK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0209 ***********************************************************************
 FH0209  DESIGNATION -  G 124 RESET
 FH0209  PID         -  FH0209
 FH0209  STATE/COUNTY-  AR/SEBASTIAN
 FH0209  USGS QUAD   -  BARLING (1987)
 FH0209
 FH0209                         *CURRENT SURVEY CONTROL
 FH0209  ___________________________________________________________________
 FH0209* NAD 83(1986)-  35 21 13.     (N)    094 21 09.     (W)     SCALED    
 FH0209* NAVD 88     -       138.54   (meters)     454.5    (feet)  RESET     
 FH0209  ___________________________________________________________________
 FH0209  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FH0209
 FH0209  VERT ORDER  -  THIRD
 FH0209
 FH0209.The horizontal coordinates were scaled from a topographic map and have
 FH0209.an estimated accuracy of +/- 6 seconds.
 FH0209
 FH0209.The orthometric height was computed from unverified reset data.
 FH0209
 FH0209.The geoid height was determined by GEOID03.
 FH0209
 FH0209;                    North         East    Units  Estimated Accuracy
 FH0209;SPC AR N     -   115,750.      186,210.      MT  (+/- 180 meters Scaled)
 FH0209
 FH0209                          SUPERSEDED SURVEY CONTROL
 FH0209
 FH0209  NGVD 29 (08/21/02)  138.44   (m)          454.2    (f) RESET       3  
 FH0209
 FH0209.Superseded values are not recommended for survey control.
 FH0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0209.See file dsdata.txt to determine how the superseded data were derived.
 FH0209
 FH0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV771130(NAD 83)
 FH0209_MARKER: DB = BENCH MARK DISK
 FH0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0209_SP_SET: CONCRETE FOOTING
 FH0209_STAMPING: G 124 RESET 197M
 FH0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0209
 FH0209  HISTORY     - Date     Condition        Report By
 FH0209  HISTORY     - 1974     MONUMENTED       NGS
 FH0209  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0209
 FH0209                          STATION DESCRIPTION
 FH0209
 FH0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FH0209'4.5 MI E FROM FT SMITH.
 FH0209'LOCATED ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 22 FROM THE POST
 FH0209'OFFICE IN FT. SMITH, ABOUT 0.3 MILE WEST FROM THE 22DRIVE IN
 FH0209'THEATER SET IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE WEST
 FH0209'DOOR TO THE VICK AND PEPPER GARAGE, ACROSS THE HIGHWAY FROM THE
 FH0209'ST. EDWARDS HOSPITAL.  IT IS 4 FEET EAST-NORTHEAST OF THE
 FH0209'NORTHWEST CORNER OF THE BUILDING.
 FH0209
 FH0209                          STATION RECOVERY (1984)
 FH0209
 FH0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0209'NOT RECOVERED, THE VICK AND PEPPER GARAGE HAS BEEN TORN DOWN, THE MARK
 FH0209'HAS PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0686 ***********************************************************************
 FG0686  DESIGNATION -  G 125
 FG0686  PID         -  FG0686
 FG0686  STATE/COUNTY-  AR/VAN BUREN
 FG0686  USGS QUAD   -  ALREAD (1965)
 FG0686
 FG0686                         *CURRENT SURVEY CONTROL
 FG0686  ___________________________________________________________________
 FG0686* NAD 83(1986)-  35 38 22.     (N)    092 43 21.     (W)     SCALED    
 FG0686* NAVD 88     -       485.946  (meters)    1594.31   (feet)  ADJUSTED  
 FG0686  ___________________________________________________________________
 FG0686  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0686  DYNAMIC HT  -         485.478 (meters)    1592.77  (feet)  COMP
 FG0686  MODELED GRAV-     979,655.3   (mgal)                       NAVD 88
 FG0686
 FG0686  VERT ORDER  -  SECOND    CLASS 0
 FG0686
 FG0686.The horizontal coordinates were scaled from a topographic map and have
 FG0686.an estimated accuracy of +/- 6 seconds.
 FG0686
 FG0686.The orthometric height was determined by differential leveling
 FG0686.and adjusted by the National Geodetic Survey in June 1991..
 FG0686.WARNING-Repeat measurements at this control monument indicate possible
 FG0686.vertical movement.
 FG0686
 FG0686.The geoid height was determined by GEOID03.
 FG0686
 FG0686.The dynamic height is computed by dividing the NAVD 88
 FG0686.geopotential number by the normal gravity value computed on the
 FG0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0686.degrees latitude (g = 980.6199 gals.).
 FG0686
 FG0686.The modeled gravity was interpolated from observed gravity values.
 FG0686
 FG0686;                    North         East    Units  Estimated Accuracy
 FG0686;SPC AR N     -   145,140.      334,570.      MT  (+/- 180 meters Scaled)
 FG0686
 FG0686                          SUPERSEDED SURVEY CONTROL
 FG0686
 FG0686  NGVD 29 (??/??/92)  485.869  (m)         1594.06   (f) ADJ UNCH    2 0
 FG0686
 FG0686.Superseded values are not recommended for survey control.
 FG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0686.See file dsdata.txt to determine how the superseded data were derived.
 FG0686
 FG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV251439(NAD 83)
 FG0686_MARKER: DB = BENCH MARK DISK
 FG0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0686_STAMPING: G 125 1935
 FG0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0686+STABILITY: SURFACE MOTION
 FG0686
 FG0686  HISTORY     - Date     Condition        Report By
 FG0686  HISTORY     - 1935     MONUMENTED       CGS
 FG0686  HISTORY     - 1939     GOOD             NGS
 FG0686
 FG0686                          STATION DESCRIPTION
 FG0686
 FG0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0686'11.6 MI NE FROM LOST CORNER.
 FG0686'IN VAN BUREN COUNTY, 11.6 MILES NORTHEAST ALONG THE ALREAD ROAD FROM
 FG0686'THE JUNCTION OF THE OAK MOUNTAIN ROAD AT LOST CORNER, POPE COUNTY, 2
 FG0686'MILES NORTHWEST ALONG THE ARCHEY-CHIMES ROAD FROM THE POST OFFICE AT
 FG0686'RUPERT, 2.9 MILES WEST OF THE ALREAD CONSOLIDATED SCHOOL, 112 FEET
 FG0686'NORTH OF THE NORTHWEST CORNER OF A FENCE ON THE SELLS EMERSON
 FG0686'PROPERTY, 38 FEET NORTH OF THE JUNCTION OF THE LOST CORNER ROAD, 22
 FG0686'FEET EAST OF THE CENTERLINE OF THE LOST CORNER ROAD, 12 FEET WEST OF
 FG0686'THE CENTERLINE OF THE ARCHEY-CHIMES ROAD, AND 6 FEET WEST OF A 10-INCH
 FG0686'BLACK OAK TREE.  A STANDARD DISK, STAMPED G 125 1935 AND SET IN THE
 FG0686'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0760 ***********************************************************************
 FG0760  DESIGNATION -  G 126
 FG0760  PID         -  FG0760
 FG0760  STATE/COUNTY-  AR/POPE
 FG0760  USGS QUAD   -  SIMPSON (1980)
 FG0760
 FG0760                         *CURRENT SURVEY CONTROL
 FG0760  ___________________________________________________________________
 FG0760* NAD 83(1986)-  35 33 14.     (N)    093 03 18.     (W)     SCALED    
 FG0760* NAVD 88     -       370.370  (meters)    1215.12   (feet)  ADJUSTED  
 FG0760  ___________________________________________________________________
 FG0760  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FG0760  DYNAMIC HT  -         370.014 (meters)    1213.95  (feet)  COMP
 FG0760  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 FG0760
 FG0760  VERT ORDER  -  SECOND    CLASS 0
 FG0760
 FG0760.The horizontal coordinates were scaled from a topographic map and have
 FG0760.an estimated accuracy of +/- 6 seconds.
 FG0760
 FG0760.The orthometric height was determined by differential leveling
 FG0760.and adjusted by the National Geodetic Survey in June 1991..
 FG0760
 FG0760.The geoid height was determined by GEOID03.
 FG0760
 FG0760.The dynamic height is computed by dividing the NAVD 88
 FG0760.geopotential number by the normal gravity value computed on the
 FG0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0760.degrees latitude (g = 980.6199 gals.).
 FG0760
 FG0760.The modeled gravity was interpolated from observed gravity values.
 FG0760
 FG0760;                    North         East    Units  Estimated Accuracy
 FG0760;SPC AR N     -   135,920.      304,350.      MT  (+/- 180 meters Scaled)
 FG0760
 FG0760                          SUPERSEDED SURVEY CONTROL
 FG0760
 FG0760  NGVD 29 (??/??/92)  370.319  (m)         1214.95   (f) ADJ UNCH    2 0
 FG0760
 FG0760.Superseded values are not recommended for survey control.
 FG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0760.See file dsdata.txt to determine how the superseded data were derived.
 FG0760
 FG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV950344(NAD 83)
 FG0760_MARKER: DB = BENCH MARK DISK
 FG0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0760_STAMPING: G 126 1935
 FG0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0760+STABILITY: SURFACE MOTION
 FG0760
 FG0760  HISTORY     - Date     Condition        Report By
 FG0760  HISTORY     - 1935     MONUMENTED       CGS
 FG0760
 FG0760                          STATION DESCRIPTION
 FG0760
 FG0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0760'1.9 MI NW FROM TAG.
 FG0760'1.9 MILES NORTHWEST ALONG THE ROAD LEADING TO STATE HIGHWAY 7 FROM THE
 FG0760'POST OFFICE AT TAG, POPE COUNTY, 0.1 MILE SOUTHEAST OF AN ABANDONED
 FG0760'LOG HOUSE, AT THE SUMMIT OF A LONG STEEP HILL, 34 FEET WEST OF THE
 FG0760'CENTERLINE OF THE ROAD, 34 FEET SOUTH OF THE CENTER OF A GATE, AND 24
 FG0760'FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED G 126 1935 AND SET IN
 FG0760'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1049 ***********************************************************************
 FG1049  DESIGNATION -  G 127
 FG1049  PID         -  FG1049
 FG1049  STATE/COUNTY-  AR/JOHNSON
 FG1049  USGS QUAD   -  KNOXVILLE (1993)
 FG1049
 FG1049                         *CURRENT SURVEY CONTROL
 FG1049  ___________________________________________________________________
 FG1049* NAD 83(1986)-  35 25 01.     (N)    093 19 34.     (W)     SCALED    
 FG1049* NAVD 88     -       105.384  (meters)     345.75   (feet)  POSTED    
 FG1049  ___________________________________________________________________
 FG1049  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FG1049  DYNAMIC HT  -         105.290 (meters)     345.44  (feet)  COMP
 FG1049  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 FG1049
 FG1049  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG1049
 FG1049.The horizontal coordinates were scaled from a topographic map and have
 FG1049.an estimated accuracy of +/- 6 seconds.
 FG1049
 FG1049.The orthometric height was determined by differential leveling
 FG1049.and adjusted by the National Geodetic Survey in 1992..
 FG1049.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG1049.rate of 2.1 thru 3.0 mm/km.
 FG1049
 FG1049.The geoid height was determined by GEOID03.
 FG1049
 FG1049.The dynamic height is computed by dividing the NAVD 88
 FG1049.geopotential number by the normal gravity value computed on the
 FG1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1049.degrees latitude (g = 980.6199 gals.).
 FG1049
 FG1049.The modeled gravity was interpolated from observed gravity values.
 FG1049
 FG1049;                    North         East    Units  Estimated Accuracy
 FG1049;SPC AR N     -   121,030.      279,570.      MT  (+/- 180 meters Scaled)
 FG1049
 FG1049                          SUPERSEDED SURVEY CONTROL
 FG1049
 FG1049  NGVD 29 (??/??/92)  105.368  (m)          345.69   (f) ADJ UNCH    2 0
 FG1049
 FG1049.Superseded values are not recommended for survey control.
 FG1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1049.See file dsdata.txt to determine how the superseded data were derived.
 FG1049
 FG1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV703193(NAD 83)
 FG1049_MARKER: DB = BENCH MARK DISK
 FG1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1049_STAMPING: G-127 1938
 FG1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1049+STABILITY: SURFACE MOTION
 FG1049
 FG1049  HISTORY     - Date     Condition        Report By
 FG1049  HISTORY     - 1935     MONUMENTED       CGS
 FG1049  HISTORY     - 1984     GOOD             NGS
 FG1049  HISTORY     - 20041023 GOOD             GEOCAC
 FG1049
 FG1049                          STATION DESCRIPTION
 FG1049
 FG1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1049'4.3 MI NE FROM LAMAR.
 FG1049'4.3 MILES NORTHEAST OF, ALONG LAMAR-DOVER ROAD, FROM MISSOURI PACIFIC
 FG1049'RR STATION AT ROAD FORKS AT BASE OF STEEP HILL. ABOUT .4 MILE EAST OF
 FG1049'BIG PINEY CREEK ROAD BRIDGE. 65.8 FEET EAST OF SYCAMORE TREE 4 FT. IN
 FG1049'DIAMETER AT BASE, BLAZED AND PAINTED B.M. 60 FEET SOUTHEAST OF
 FG1049'LAMAR-DOVER ROAD. 39 FEET SOUTH OF CENTERLINE OF ROAD LEADING EAST. 18
 FG1049'FEET SOUTHEAST OF NORTHWEST FENCE CORNER. 1.8 FT. SOUTHWEST OF FENCE.
 FG1049'TABLET SET IN PRECAST CONCRETE POST.
 FG1049
 FG1049                          STATION RECOVERY (1984)
 FG1049
 FG1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1049'RECOVERED IN GOOD CONDITION.
 FG1049
 FG1049                          STATION RECOVERY (2004)
 FG1049
 FG1049'RECOVERY NOTE BY GEOCACHING 2004 (KPW)
 FG1049'STAMPING ON DISK DOES NOT EXACTLY MATCH THE NGS DATASHEETS.  NGS
 FG1049'DATASHEET INDICATES STAMPING AS  G 127 1938
 FG1049' 
 FG1049'CORRECT STAMPING IS  G 127 1935
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0986 ***********************************************************************
 DK0986  DESIGNATION -  G 13
 DK0986  PID         -  DK0986
 DK0986  STATE/COUNTY-  AR/CHICOT
 DK0986  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0986
 DK0986                         *CURRENT SURVEY CONTROL
 DK0986  ___________________________________________________________________
 DK0986* NAD 83(1986)-  33 31 45.     (N)    091 25 59.     (W)     SCALED    
 DK0986* NAVD 88     -        45.161  (meters)     148.17   (feet)  ADJUSTED  
 DK0986  ___________________________________________________________________
 DK0986  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK0986  DYNAMIC HT  -          45.114 (meters)     148.01  (feet)  COMP
 DK0986  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 DK0986
 DK0986  VERT ORDER  -  FIRST     CLASS II
 DK0986
 DK0986.The horizontal coordinates were scaled from a topographic map and have
 DK0986.an estimated accuracy of +/- 6 seconds.
 DK0986
 DK0986.The orthometric height was determined by differential leveling
 DK0986.and adjusted by the National Geodetic Survey in June 1991..
 DK0986.WARNING-Repeat measurements at this control monument indicate possible
 DK0986.vertical movement.
 DK0986
 DK0986.The geoid height was determined by GEOID03.
 DK0986
 DK0986.The dynamic height is computed by dividing the NAVD 88
 DK0986.geopotential number by the normal gravity value computed on the
 DK0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0986.degrees latitude (g = 980.6199 gals.).
 DK0986
 DK0986.The modeled gravity was interpolated from observed gravity values.
 DK0986
 DK0986;                    North         East    Units  Estimated Accuracy
 DK0986;SPC AR S     -   495,810.      452,660.      MT  (+/- 180 meters Scaled)
 DK0986
 DK0986                          SUPERSEDED SURVEY CONTROL
 DK0986
 DK0986  NGVD 29 (??/??/??)   45.276  (m)          148.54   (f) ADJUSTED    1 2
 DK0986
 DK0986.Superseded values are not recommended for survey control.
 DK0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0986.See file dsdata.txt to determine how the superseded data were derived.
 DK0986
 DK0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT455110(NAD 83)
 DK0986_MARKER: DB = BENCH MARK DISK
 DK0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0986_SP_SET: CULVERT
 DK0986_STAMPING: G-13 1932
 DK0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0986
 DK0986  HISTORY     - Date     Condition        Report By
 DK0986  HISTORY     - 1932     MONUMENTED       CGS
 DK0986  HISTORY     - 1935     GOOD             CGS
 DK0986  HISTORY     - 1939     GOOD             CGS
 DK0986
 DK0986                          STATION DESCRIPTION
 DK0986
 DK0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0986'IN DERMOTT.
 DK0986'IN THE TOWN OF DERMOTT, AT MISSOURI PACIFIC R.R. STATION.  5 FEET
 DK0986'ABOVE LEVEL OF BRICK PLATFORM.  1 FT. NORTH OF NORTH EDGE OF EAST
 DK0986'ENTRANCE TO WAITING ROOM.  BRONZE TABLET SET VERTICALLY IN EAST
 DK0986'BRICK WALL OF M.P.R.R. STATION.
 DK0986
 DK0986                          STATION RECOVERY (1939)
 DK0986
 DK0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DK0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0377 ***********************************************************************
 GF0377  DESIGNATION -  G 130
 GF0377  PID         -  GF0377
 GF0377  STATE/COUNTY-  AR/NEWTON
 GF0377  USGS QUAD   -  HASTY (1967)
 GF0377
 GF0377                         *CURRENT SURVEY CONTROL
 GF0377  ___________________________________________________________________
 GF0377* NAD 83(1986)-  36 04 01.     (N)    093 00 16.     (W)     SCALED    
 GF0377* NAVD 88     -       283.210  (meters)     929.16   (feet)  ADJUSTED  
 GF0377  ___________________________________________________________________
 GF0377  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0377  DYNAMIC HT  -         282.954 (meters)     928.32  (feet)  COMP
 GF0377  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GF0377
 GF0377  VERT ORDER  -  SECOND    CLASS 0
 GF0377
 GF0377.The horizontal coordinates were scaled from a topographic map and have
 GF0377.an estimated accuracy of +/- 6 seconds.
 GF0377
 GF0377.The orthometric height was determined by differential leveling
 GF0377.and adjusted by the National Geodetic Survey in June 1991..
 GF0377
 GF0377.The geoid height was determined by GEOID03.
 GF0377
 GF0377.The dynamic height is computed by dividing the NAVD 88
 GF0377.geopotential number by the normal gravity value computed on the
 GF0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0377.degrees latitude (g = 980.6199 gals.).
 GF0377
 GF0377.The modeled gravity was interpolated from observed gravity values.
 GF0377
 GF0377;                    North         East    Units  Estimated Accuracy
 GF0377;SPC AR N     -   192,800.      309,520.      MT  (+/- 180 meters Scaled)
 GF0377
 GF0377                          SUPERSEDED SURVEY CONTROL
 GF0377
 GF0377  NGVD 29 (??/??/92)  283.094  (m)          928.78   (f) ADJ UNCH    2 0
 GF0377
 GF0377.Superseded values are not recommended for survey control.
 GF0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0377.See file dsdata.txt to determine how the superseded data were derived.
 GF0377
 GF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV996913(NAD 83)
 GF0377_MARKER: DB = BENCH MARK DISK
 GF0377_SETTING: 0 = UNSPECIFIED SETTING
 GF0377_STAMPING: G 130 1935
 GF0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0377
 GF0377  HISTORY     - Date     Condition        Report By
 GF0377  HISTORY     - 1935     MONUMENTED       CGS
 GF0377  HISTORY     - 1935     GOOD             NGS
 GF0377
 GF0377                          STATION DESCRIPTION
 GF0377
 GF0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0377'AT YARDELLE.
 GF0377'AT YARDELLE, NEWTON COUNTY, AT THE JUNCTION OF STATE HIGHWAY 103
 GF0377'AND THE JASPER ROAD, AT THE SCHOOL, 96 FEET WEST OF THE CENTERLINE
 GF0377'OF THE HIGHWAY, 74 FEET NORTH OF THE CENTERLINE OF THE JASPER
 GF0377'ROAD, 28 FEET SOUTH OF THE CENTER OF THE EAST ENTRANCE TO THE
 GF0377'SCHOOL, 1 FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 GF0377'AND 4 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED G 130
 GF0377'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1454 ***********************************************************************
 EJ1454  DESIGNATION -  G 131
 EJ1454  PID         -  EJ1454
 EJ1454  STATE/COUNTY-  AR/MONTGOMERY
 EJ1454  USGS QUAD   -  NORMAN (1979)
 EJ1454
 EJ1454                         *CURRENT SURVEY CONTROL
 EJ1454  ___________________________________________________________________
 EJ1454* NAD 83(1986)-  34 27 39.     (N)    093 42 52.     (W)     SCALED    
 EJ1454* NAVD 88     -       232.627  (meters)     763.21   (feet)  ADJUSTED  
 EJ1454  ___________________________________________________________________
 EJ1454  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EJ1454  DYNAMIC HT  -         232.391 (meters)     762.44  (feet)  COMP
 EJ1454  MODELED GRAV-     979,614.3   (mgal)                       NAVD 88
 EJ1454
 EJ1454  VERT ORDER  -  SECOND    CLASS 0
 EJ1454
 EJ1454.The horizontal coordinates were scaled from a topographic map and have
 EJ1454.an estimated accuracy of +/- 6 seconds.
 EJ1454
 EJ1454.The orthometric height was determined by differential leveling
 EJ1454.and adjusted by the National Geodetic Survey in June 1991..
 EJ1454
 EJ1454.The geoid height was determined by GEOID03.
 EJ1454
 EJ1454.The dynamic height is computed by dividing the NAVD 88
 EJ1454.geopotential number by the normal gravity value computed on the
 EJ1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1454.degrees latitude (g = 980.6199 gals.).
 EJ1454
 EJ1454.The modeled gravity was interpolated from observed gravity values.
 EJ1454
 EJ1454;                    North         East    Units  Estimated Accuracy
 EJ1454;SPC AR S     -   600,320.      242,490.      MT  (+/- 180 meters Scaled)
 EJ1454
 EJ1454                          SUPERSEDED SURVEY CONTROL
 EJ1454
 EJ1454  NGVD 29 (??/??/92)  232.580  (m)          763.06   (f) ADJ UNCH    2 0
 EJ1454
 EJ1454.Superseded values are not recommended for survey control.
 EJ1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1454.See file dsdata.txt to determine how the superseded data were derived.
 EJ1454
 EJ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU343134(NAD 83)
 EJ1454_MARKER: DB = BENCH MARK DISK
 EJ1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1454_STAMPING: G-131 1935
 EJ1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1454+STABILITY: SURFACE MOTION
 EJ1454
 EJ1454  HISTORY     - Date     Condition        Report By
 EJ1454  HISTORY     - 1935     MONUMENTED       CGS
 EJ1454  HISTORY     - 1961     GOOD             NGS
 EJ1454
 EJ1454                          STATION DESCRIPTION
 EJ1454
 EJ1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1454'3.0 MI W FROM NORMAN.
 EJ1454'3.0 MILES WEST OF, ALONG ST. HWY.8, FROM M.P. RY STATION.  AT BLACK
 EJ1454'SPRINGS.  ABOUT 390 FEET WEST OF JUNCTION OF THE CHERRY HILL ROAD. 55
 EJ1454'FEET WEST OF CENTERLINE OF ROAD NORTH TO CHURCH.  28.1 FT. NORTH OF
 EJ1454'HIGHWAY CENTERLINE.  28.5 FEET EAST OF CENTER OF GATE TO W.O.
 EJ1454'SLAUGHTERS RESIDENCE.  1 FT. SOUTH OF PROPERTY-LINE FENCE.  TABLET SET
 EJ1454'IN PRECAST CONCRETE POST.
 EJ1454
 EJ1454                          STATION RECOVERY (1961)
 EJ1454
 EJ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0174 ***********************************************************************
 EK0174  DESIGNATION -  G 132
 EK0174  PID         -  EK0174
 EK0174  STATE/COUNTY-  AR/HOWARD
 EK0174  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0174
 EK0174                         *CURRENT SURVEY CONTROL
 EK0174  ___________________________________________________________________
 EK0174* NAD 83(1986)-  34 21 04.     (N)    094 09 56.     (W)     SCALED    
 EK0174* NAVD 88     -       282.020  (meters)     925.26   (feet)  ADJUSTED  
 EK0174  ___________________________________________________________________
 EK0174  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 EK0174  DYNAMIC HT  -         281.728 (meters)     924.30  (feet)  COMP
 EK0174  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 EK0174
 EK0174  VERT ORDER  -  SECOND    CLASS 0
 EK0174
 EK0174.The horizontal coordinates were scaled from a topographic map and have
 EK0174.an estimated accuracy of +/- 6 seconds.
 EK0174
 EK0174.The orthometric height was determined by differential leveling
 EK0174.and adjusted by the National Geodetic Survey in June 1991..
 EK0174
 EK0174.The geoid height was determined by GEOID03.
 EK0174
 EK0174.The dynamic height is computed by dividing the NAVD 88
 EK0174.geopotential number by the normal gravity value computed on the
 EK0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0174.degrees latitude (g = 980.6199 gals.).
 EK0174
 EK0174.The modeled gravity was interpolated from observed gravity values.
 EK0174
 EK0174;                    North         East    Units  Estimated Accuracy
 EK0174;SPC AR S     -   588,930.      200,790.      MT  (+/- 180 meters Scaled)
 EK0174
 EK0174                          SUPERSEDED SURVEY CONTROL
 EK0174
 EK0174  NGVD 29 (??/??/92)  281.964  (m)          925.08   (f) ADJ UNCH    2 0
 EK0174
 EK0174.Superseded values are not recommended for survey control.
 EK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0174.See file dsdata.txt to determine how the superseded data were derived.
 EK0174
 EK0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU928017(NAD 83)
 EK0174_MARKER: DB = BENCH MARK DISK
 EK0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0174_STAMPING: G-132 1935
 EK0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0174+STABILITY: SURFACE MOTION
 EK0174
 EK0174  HISTORY     - Date     Condition        Report By
 EK0174  HISTORY     - 1935     MONUMENTED       CGS
 EK0174  HISTORY     - 1961     GOOD             USGS
 EK0174  HISTORY     - 1983     MARK NOT FOUND   USGS
 EK0174
 EK0174                          STATION DESCRIPTION
 EK0174
 EK0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0174'1.6 MI S FROM HARTLEY.
 EK0174'1.6 MILE SOUTH OF, ALONG HARTLEY-BAKER SPRINGS ROAD, FROM
 EK0174'J.M. WATKINS FARM HOUSE.  AT THE SOUTH FOOT OF THE THIRD RIDGE
 EK0174'SOUTH OF HARTLEY, ABOUT .5 MILE SOUTH OF BAKER CREEK, ABOUT
 EK0174'125 FEET NORTHWEST OF A SMALL STREAM TO BAKER CREEK, 33 FEET
 EK0174'SOUTHWEST OF THE ROAD CENTERLINE, 18 FEET SOUTHWEST OF A BLAZED
 EK0174'PINE TREE 1.6 FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE
 EK0174'POST.
 EK0174
 EK0174                          STATION RECOVERY (1961)
 EK0174
 EK0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EK0174'ABOUT 1.5 MILES SOUTH ALONG THE BAKER SPRINGS ROAD FROM ITS JUNCTION
 EK0174'WITH THE ATHENS- VANDERVOORT ROAD, ABOUT 0.6 MILE SOUTH OF BAKER
 EK0174'CREEK, 125 FEET NORTHWEST OF A STREAM AND 18 FEET WEST OF A BLAZED
 EK0174'24-INCH PINE TREE.
 EK0174
 EK0174                          STATION RECOVERY (1983)
 EK0174
 EK0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EK0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0079 ***********************************************************************
 EK0079  DESIGNATION -  G 133
 EK0079  PID         -  EK0079
 EK0079  STATE/COUNTY-  AR/POLK
 EK0079  USGS QUAD   -  BOARD CAMP (1975)
 EK0079
 EK0079                         *CURRENT SURVEY CONTROL
 EK0079  ___________________________________________________________________
 EK0079* NAD 83(1986)-  34 32 02.     (N)    094 06 51.     (W)     SCALED    
 EK0079* NAVD 88     -       286.955  (meters)     941.45   (feet)  ADJUSTED  
 EK0079  ___________________________________________________________________
 EK0079  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 EK0079  DYNAMIC HT  -         286.650 (meters)     940.45  (feet)  COMP
 EK0079  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 EK0079
 EK0079  VERT ORDER  -  SECOND    CLASS 0
 EK0079
 EK0079.The horizontal coordinates were scaled from a topographic map and have
 EK0079.an estimated accuracy of +/- 6 seconds.
 EK0079
 EK0079.The orthometric height was determined by differential leveling
 EK0079.and adjusted by the National Geodetic Survey in June 1991..
 EK0079
 EK0079.The geoid height was determined by GEOID03.
 EK0079
 EK0079.The dynamic height is computed by dividing the NAVD 88
 EK0079.geopotential number by the normal gravity value computed on the
 EK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0079.degrees latitude (g = 980.6199 gals.).
 EK0079
 EK0079.The modeled gravity was interpolated from observed gravity values.
 EK0079
 EK0079;                    North         East    Units  Estimated Accuracy
 EK0079;SPC AR S     -   609,110.      205,940.      MT  (+/- 180 meters Scaled)
 EK0079
 EK0079                          SUPERSEDED SURVEY CONTROL
 EK0079
 EK0079  NGVD 29 (??/??/92)  286.876  (m)          941.19   (f) ADJ UNCH    2 0
 EK0079
 EK0079.Superseded values are not recommended for survey control.
 EK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0079.See file dsdata.txt to determine how the superseded data were derived.
 EK0079
 EK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU977219(NAD 83)
 EK0079_MARKER: DB = BENCH MARK DISK
 EK0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0079_STAMPING: G-133 1935
 EK0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0079+STABILITY: SURFACE MOTION
 EK0079
 EK0079  HISTORY     - Date     Condition        Report By
 EK0079  HISTORY     - 1935     MONUMENTED       CGS
 EK0079  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0079
 EK0079                          STATION DESCRIPTION
 EK0079
 EK0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0079'1.5 MI W FROM BOARD CAMP.
 EK0079'1.5 MILE WEST OF, ALONG ST. HWY. 8, FROM BOARD CAMP SCHOOL.
 EK0079'AT THE BOARD CAMP CREEK, ABOUT 112 FEET NORTHWEST OF THE WEST
 EK0079'END OF THE HIGHWAY BRIDGE OVER CREEK, 72.5 FEET NORTH OF THE
 EK0079'HIGHWAY CENTERLINE, 63 FEET EAST OF CENTERLINE OF A ROAD NORTH,
 EK0079'28 FEET EAST OF IRRY HARRISONS MAIL BOX, 1 FT. SOUTH OF A GARDEN
 EK0079'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0079
 EK0079                          STATION RECOVERY (1961)
 EK0079
 EK0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0061 ***********************************************************************
 EK0061  DESIGNATION -  G 134
 EK0061  PID         -  EK0061
 EK0061  STATE/COUNTY-  AR/POLK
 EK0061  USGS QUAD   -  MENA (1975)
 EK0061
 EK0061                         *CURRENT SURVEY CONTROL
 EK0061  ___________________________________________________________________
 EK0061* NAD 83(1986)-  34 35 05.     (N)    094 10 00.     (W)     SCALED    
 EK0061* NAVD 88     -       303.498  (meters)     995.73   (feet)  ADJUSTED  
 EK0061  ___________________________________________________________________
 EK0061  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 EK0061  DYNAMIC HT  -         303.174 (meters)     994.66  (feet)  COMP
 EK0061  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 EK0061
 EK0061  VERT ORDER  -  SECOND    CLASS 0
 EK0061
 EK0061.The horizontal coordinates were scaled from a topographic map and have
 EK0061.an estimated accuracy of +/- 6 seconds.
 EK0061
 EK0061.The orthometric height was determined by differential leveling
 EK0061.and adjusted by the National Geodetic Survey in June 1991..
 EK0061
 EK0061.The geoid height was determined by GEOID03.
 EK0061
 EK0061.The dynamic height is computed by dividing the NAVD 88
 EK0061.geopotential number by the normal gravity value computed on the
 EK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0061.degrees latitude (g = 980.6199 gals.).
 EK0061
 EK0061.The modeled gravity was interpolated from observed gravity values.
 EK0061
 EK0061;                    North         East    Units  Estimated Accuracy
 EK0061;SPC AR S     -   614,840.      201,240.      MT  (+/- 180 meters Scaled)
 EK0061
 EK0061                          SUPERSEDED SURVEY CONTROL
 EK0061
 EK0061  NGVD 29 (??/??/92)  303.406  (m)          995.42   (f) ADJ UNCH    2 0
 EK0061
 EK0061.Superseded values are not recommended for survey control.
 EK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0061.See file dsdata.txt to determine how the superseded data were derived.
 EK0061
 EK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU930276(NAD 83)
 EK0061_MARKER: DB = BENCH MARK DISK
 EK0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0061_STAMPING: G 134 1935
 EK0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0061+STABILITY: SURFACE MOTION
 EK0061
 EK0061  HISTORY     - Date     Condition        Report By
 EK0061  HISTORY     - 1934     MONUMENTED       CGS
 EK0061  HISTORY     - 1961     GOOD             NGS
 EK0061
 EK0061                          STATION DESCRIPTION
 EK0061
 EK0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EK0061'4.1 MI E FROM MENA.
 EK0061'2.25 MILES EAST ALONG STATE HIGHWAY 88 FROM THE WEST POINT
 EK0061'OF THE TRIANGLE AT JUNCTION WITH U.S. HIGHWAY 71, IN FRONT OF
 EK0061'A WHITE HOUSE AND 18 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 EK0061'CORNER OF THE FRONT PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0055 ***********************************************************************
 EK0055  DESIGNATION -  G 135
 EK0055  PID         -  EK0055
 EK0055  STATE/COUNTY-  AR/POLK
 EK0055  USGS QUAD   -  ACORN (1975)
 EK0055
 EK0055                         *CURRENT SURVEY CONTROL
 EK0055  ___________________________________________________________________
 EK0055* NAD 83(1986)-  34 39 13.     (N)    094 09 20.     (W)     SCALED    
 EK0055* NAVD 88     -       333.840  (meters)    1095.27   (feet)  ADJUSTED  
 EK0055  ___________________________________________________________________
 EK0055  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 EK0055  DYNAMIC HT  -         333.480 (meters)    1094.09  (feet)  COMP
 EK0055  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 EK0055
 EK0055  VERT ORDER  -  SECOND    CLASS 0
 EK0055
 EK0055.The horizontal coordinates were scaled from a topographic map and have
 EK0055.an estimated accuracy of +/- 6 seconds.
 EK0055
 EK0055.The orthometric height was determined by differential leveling
 EK0055.and adjusted by the National Geodetic Survey in June 1991..
 EK0055
 EK0055.The geoid height was determined by GEOID03.
 EK0055
 EK0055.The dynamic height is computed by dividing the NAVD 88
 EK0055.geopotential number by the normal gravity value computed on the
 EK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0055.degrees latitude (g = 980.6199 gals.).
 EK0055
 EK0055.The modeled gravity was interpolated from observed gravity values.
 EK0055
 EK0055;                    North         East    Units  Estimated Accuracy
 EK0055;SPC AR S     -   622,460.      202,420.      MT  (+/- 180 meters Scaled)
 EK0055
 EK0055                          SUPERSEDED SURVEY CONTROL
 EK0055
 EK0055  NGVD 29 (??/??/92)  333.743  (m)         1094.96   (f) ADJ UNCH    2 0
 EK0055
 EK0055.Superseded values are not recommended for survey control.
 EK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0055.See file dsdata.txt to determine how the superseded data were derived.
 EK0055
 EK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU941352(NAD 83)
 EK0055_MARKER: DB = BENCH MARK DISK
 EK0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0055_SP_SET: CULVERT
 EK0055_STAMPING: G 135 1935
 EK0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0055
 EK0055  HISTORY     - Date     Condition        Report By
 EK0055  HISTORY     - 1935     MONUMENTED       CGS
 EK0055  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0055
 EK0055                          STATION DESCRIPTION
 EK0055
 EK0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0055'6 MI NE FROM MENA.
 EK0055'6 MILES NORTHEAST OF, ALONG U.S. HWY. 718 FROM RR. STATION.
 EK0055'ABOUT 255 FEET NORTHEAST OF JUNCTION OF THE OLD POSEY HOLLOW
 EK0055'ROAD, ABOUT 120 FEET NORTHEAST OF DRIVEWAY TO N.E. PARSONS
 EK0055'FARMHOUSE, 18 FEET EAST AT THE HIGHWAY CENTERLINE, TABLET
 EK0055'SET IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A DOUBLE
 EK0055'CONCRETE BOX CULVERT 3 X 10 X 36 FT.
 EK0055
 EK0055                          STATION RECOVERY (1961)
 EK0055
 EK0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1403 ***********************************************************************
 EJ1403  DESIGNATION -  G 136
 EJ1403  PID         -  EJ1403
 EJ1403  STATE/COUNTY-  AR/MONTGOMERY
 EJ1403  USGS QUAD   -  NORMAN (1979)
 EJ1403
 EJ1403                         *CURRENT SURVEY CONTROL
 EJ1403  ___________________________________________________________________
 EJ1403* NAD 83(1986)-  34 28 23.     (N)    093 42 20.     (W)     SCALED    
 EJ1403* NAVD 88     -       216.383  (meters)     709.92   (feet)  ADJUSTED  
 EJ1403  ___________________________________________________________________
 EJ1403  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 EJ1403  DYNAMIC HT  -         216.163 (meters)     709.19  (feet)  COMP
 EJ1403  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 EJ1403
 EJ1403  VERT ORDER  -  SECOND    CLASS 0
 EJ1403
 EJ1403.The horizontal coordinates were scaled from a topographic map and have
 EJ1403.an estimated accuracy of +/- 6 seconds.
 EJ1403
 EJ1403.The orthometric height was determined by differential leveling
 EJ1403.and adjusted by the National Geodetic Survey in June 1991..
 EJ1403
 EJ1403.The geoid height was determined by GEOID03.
 EJ1403
 EJ1403.The dynamic height is computed by dividing the NAVD 88
 EJ1403.geopotential number by the normal gravity value computed on the
 EJ1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1403.degrees latitude (g = 980.6199 gals.).
 EJ1403
 EJ1403.The modeled gravity was interpolated from observed gravity values.
 EJ1403
 EJ1403;                    North         East    Units  Estimated Accuracy
 EJ1403;SPC AR S     -   601,660.      243,330.      MT  (+/- 180 meters Scaled)
 EJ1403
 EJ1403                          SUPERSEDED SURVEY CONTROL
 EJ1403
 EJ1403  NGVD 29 (??/??/92)  216.334  (m)          709.76   (f) ADJ UNCH    2 0
 EJ1403
 EJ1403.Superseded values are not recommended for survey control.
 EJ1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1403.See file dsdata.txt to determine how the superseded data were derived.
 EJ1403
 EJ1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU352148(NAD 83)
 EJ1403_MARKER: DB = BENCH MARK DISK
 EJ1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1403_STAMPING: G-136 1935
 EJ1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1403+STABILITY: SURFACE MOTION
 EJ1403
 EJ1403  HISTORY     - Date     Condition        Report By
 EJ1403  HISTORY     - 1935     MONUMENTED       CGS
 EJ1403  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1403
 EJ1403                          STATION DESCRIPTION
 EJ1403
 EJ1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1403'1.4 MI NW FROM NORMAN.
 EJ1403'1.4 MILES NORTHWEST OF, ALONG CADDO AND CHOCTAW R.R., FROM HWY BRIDGE
 EJ1403'OVER LICK CREEK.  ABOUT .3 MILE NORTH OF M.P.2.  ABOUT 195 FEET
 EJ1403'SOUTHEAST OF SOUTH END OF RAILROAD BRIDGE OVER SWINDLE CREEK.  36 FEET
 EJ1403'WEST OF THE CREEK.  34.5 FEET SOUTH OF TELEPHONE POLE.  33.5 FEET EAST
 EJ1403'OF RAILROAD CENTERLINE.  TABLET SET IN PRECAST CONCRETE POST. NOTE--
 EJ1403'THE RAILROAD HAS BEEN GONE FOR MANY YEARS.
 EJ1403
 EJ1403                          STATION RECOVERY (1961)
 EJ1403
 EJ1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1128 ***********************************************************************
 EJ1128  DESIGNATION -  G 137
 EJ1128  PID         -  EJ1128
 EJ1128  STATE/COUNTY-  AR/HOT SPRING
 EJ1128  USGS QUAD   -  POINT CEDAR (1976)
 EJ1128
 EJ1128                         *CURRENT SURVEY CONTROL
 EJ1128  ___________________________________________________________________
 EJ1128* NAD 83(1986)-  34 19 37.     (N)    093 18 26.     (W)     SCALED    
 EJ1128* NAVD 88     -       158.284  (meters)     519.30   (feet)  ADJUSTED  
 EJ1128  ___________________________________________________________________
 EJ1128  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EJ1128  DYNAMIC HT  -         158.125 (meters)     518.78  (feet)  COMP
 EJ1128  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 EJ1128
 EJ1128  VERT ORDER  -  SECOND    CLASS 0
 EJ1128
 EJ1128.The horizontal coordinates were scaled from a topographic map and have
 EJ1128.an estimated accuracy of +/- 6 seconds.
 EJ1128
 EJ1128.The orthometric height was determined by differential leveling
 EJ1128.and adjusted by the National Geodetic Survey in June 1991..
 EJ1128
 EJ1128.The geoid height was determined by GEOID03.
 EJ1128
 EJ1128.The dynamic height is computed by dividing the NAVD 88
 EJ1128.geopotential number by the normal gravity value computed on the
 EJ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1128.degrees latitude (g = 980.6199 gals.).
 EJ1128
 EJ1128.The modeled gravity was interpolated from observed gravity values.
 EJ1128
 EJ1128;                    North         East    Units  Estimated Accuracy
 EJ1128;SPC AR S     -   584,910.      279,710.      MT  (+/- 180 meters Scaled)
 EJ1128
 EJ1128                          SUPERSEDED SURVEY CONTROL
 EJ1128
 EJ1128  NGVD 29 (??/??/92)  158.276  (m)          519.28   (f) ADJ UNCH    2 0
 EJ1128
 EJ1128.Superseded values are not recommended for survey control.
 EJ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1128.See file dsdata.txt to determine how the superseded data were derived.
 EJ1128
 EJ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT717984(NAD 83)
 EJ1128_MARKER: DB = BENCH MARK DISK
 EJ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1128_STAMPING: G 137 1935
 EJ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1128+STABILITY: SURFACE MOTION
 EJ1128
 EJ1128  HISTORY     - Date     Condition        Report By
 EJ1128  HISTORY     - 1935     MONUMENTED       CGS
 EJ1128  HISTORY     - 1935     GOOD             NGS
 EJ1128  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1128
 EJ1128                          STATION DESCRIPTION
 EJ1128
 EJ1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1128'IN POINT CEDAR.
 EJ1128'AT POINT CEDAR, HOT SPRINGS COUNTY, AT THE JUNCTION OF THE
 EJ1128'AMITY-BISMARCK ROAD AND A ROAD LEADING NORTH TO PEARCY, 190 FEET NORTH
 EJ1128'OF THE NORTHEAST CORNER OF THE POINT CEDAR CHURCH, 142 FEET SOUTHWEST
 EJ1128'OF THE CENTER OF THE INTERSECTION OF THE ROADS, 26 FEET SOUTH OF THE
 EJ1128'CENTERLINE OF THE ROAD, AND 15.2 FEET SOUTHWEST OF AN 18-INCH BLAZED
 EJ1128'PINE TREE.  A STANDARD DISK, STAMPED G 137 1935 AND SET IN THE TOP OF
 EJ1128'A CONCRETE POST.
 EJ1128
 EJ1128                          STATION RECOVERY (1998)
 EJ1128
 EJ1128'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1206 ***********************************************************************
 EJ1206  DESIGNATION -  G 138
 EJ1206  PID         -  EJ1206
 EJ1206  STATE/COUNTY-  AR/CLARK
 EJ1206  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1206
 EJ1206                         *CURRENT SURVEY CONTROL
 EJ1206  ___________________________________________________________________
 EJ1206* NAD 83(1986)-  34 08 52.     (N)    093 22 51.     (W)     SCALED    
 EJ1206* NAVD 88     -       135.152  (meters)     443.41   (feet)  ADJUSTED  
 EJ1206  ___________________________________________________________________
 EJ1206  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ1206  DYNAMIC HT  -         135.015 (meters)     442.96  (feet)  COMP
 EJ1206  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 EJ1206
 EJ1206  VERT ORDER  -  SECOND    CLASS 0
 EJ1206
 EJ1206.The horizontal coordinates were scaled from a topographic map and have
 EJ1206.an estimated accuracy of +/- 6 seconds.
 EJ1206
 EJ1206.The orthometric height was determined by differential leveling
 EJ1206.and adjusted by the National Geodetic Survey in June 1991..
 EJ1206
 EJ1206.The geoid height was determined by GEOID03.
 EJ1206
 EJ1206.The dynamic height is computed by dividing the NAVD 88
 EJ1206.geopotential number by the normal gravity value computed on the
 EJ1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1206.degrees latitude (g = 980.6199 gals.).
 EJ1206
 EJ1206.The modeled gravity was interpolated from observed gravity values.
 EJ1206
 EJ1206;                    North         East    Units  Estimated Accuracy
 EJ1206;SPC AR S     -   565,130.      272,670.      MT  (+/- 180 meters Scaled)
 EJ1206
 EJ1206                          SUPERSEDED SURVEY CONTROL
 EJ1206
 EJ1206.No superseded survey control is available for this station.
 EJ1206
 EJ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT648786(NAD 83)
 EJ1206_MARKER: DB = BENCH MARK DISK
 EJ1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1206_STAMPING: G 138 1935
 EJ1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1206+STABILITY: SURFACE MOTION
 EJ1206
 EJ1206  HISTORY     - Date     Condition        Report By
 EJ1206  HISTORY     - 1935     MONUMENTED       CGS
 EJ1206  HISTORY     - 1935     GOOD             NGS
 EJ1206  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1206
 EJ1206                          STATION DESCRIPTION
 EJ1206
 EJ1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1206'4.4 MI NE FROM GRAYSON.
 EJ1206'4.4 MILES NORTHEAST ALONG GRAYSONIA ROAD FROM THE MISSOURI PACIFIC
 EJ1206'RAILROAD STATION AT GRAYSONIA, AT THE JUNCTION OF MILITARY ROAD, 85
 EJ1206'FEET WEST OF THE CENTER OF THE INTERSECTION OF THE ROADS, 32 FEET
 EJ1206'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 2.5 FEET HIGHER THAN THE
 EJ1206'ROAD.  A STANDARD DISK, STAMPED G 138 1935 AND SET IN THE TOP OF A
 EJ1206'CONCRETE POST.
 EJ1206
 EJ1206                          STATION RECOVERY (1964)
 EJ1206
 EJ1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0729 ***********************************************************************
 EJ0729  DESIGNATION -  G 139
 EJ0729  PID         -  EJ0729
 EJ0729  STATE/COUNTY-  AR/HOT SPRING
 EJ0729  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0729
 EJ0729                         *CURRENT SURVEY CONTROL
 EJ0729  ___________________________________________________________________
 EJ0729* NAD 83(1986)-  34 21 36.     (N)    092 52 47.     (W)     SCALED    
 EJ0729* NAVD 88     -        77.451  (meters)     254.10   (feet)  ADJUSTED  
 EJ0729  ___________________________________________________________________
 EJ0729  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EJ0729  DYNAMIC HT  -          77.377 (meters)     253.86  (feet)  COMP
 EJ0729  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 EJ0729
 EJ0729  VERT ORDER  -  SECOND    CLASS 0
 EJ0729
 EJ0729.The horizontal coordinates were scaled from a topographic map and have
 EJ0729.an estimated accuracy of +/- 6 seconds.
 EJ0729
 EJ0729.The orthometric height was determined by differential leveling
 EJ0729.and adjusted by the National Geodetic Survey in June 1991..
 EJ0729
 EJ0729.The geoid height was determined by GEOID03.
 EJ0729
 EJ0729.The dynamic height is computed by dividing the NAVD 88
 EJ0729.geopotential number by the normal gravity value computed on the
 EJ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0729.degrees latitude (g = 980.6199 gals.).
 EJ0729
 EJ0729.The modeled gravity was interpolated from observed gravity values.
 EJ0729
 EJ0729;                    North         East    Units  Estimated Accuracy
 EJ0729;SPC AR S     -   588,160.      319,080.      MT  (+/- 180 meters Scaled)
 EJ0729
 EJ0729                          SUPERSEDED SURVEY CONTROL
 EJ0729
 EJ0729  NGVD 29 (??/??/92)   77.46   (m)          254.1    (f) COMPUTED    2 0
 EJ0729
 EJ0729.Superseded values are not recommended for survey control.
 EJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0729.See file dsdata.txt to determine how the superseded data were derived.
 EJ0729
 EJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU110020(NAD 83)
 EJ0729_MARKER: DB = BENCH MARK DISK
 EJ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0729_STAMPING: G 139 1935
 EJ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0729+STABILITY: SURFACE MOTION
 EJ0729
 EJ0729  HISTORY     - Date     Condition        Report By
 EJ0729  HISTORY     - 1935     MONUMENTED       CGS
 EJ0729
 EJ0729                          STATION DESCRIPTION
 EJ0729
 EJ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0729'1.9 MI NW FROM MALVERN.
 EJ0729'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 270 FROM THE MISSOURI PACIFIC
 EJ0729'RAILROAD STATION AT MALVERN, THENCE 3.7 MILES WEST ALONG STATE HIGHWAY
 EJ0729'84, 3.0 MILES WEST OF THE OUACHITA RIVER, 70 FEET NORTH OF THE
 EJ0729'NORTHEAST CORNER OF A WOOD BRIDGE OVER A CREEK, 60 FEET NORTHWEST OF
 EJ0729'THE CENTERLINE OF THE HIGHWAY, AND 14.7 FEET EAST OF A 15-INCH BLAZED
 EJ0729'PINE TREE.  A STANDARD DISK, STAMPED G 139 1935 AND SET IN THE TOP OF
 EJ0729'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2363 ***********************************************************************
 EH2363  DESIGNATION -  G 14
 EH2363  PID         -  EH2363
 EH2363  STATE/COUNTY-  AR/PRAIRIE
 EH2363  USGS QUAD   -  SLOVAK (1994)
 EH2363
 EH2363                         *CURRENT SURVEY CONTROL
 EH2363  ___________________________________________________________________
 EH2363* NAD 83(1986)-  34 37 33.     (N)    091 34 06.     (W)     SCALED    
 EH2363* NAVD 88     -        66.806  (meters)     219.18   (feet)  ADJUSTED  
 EH2363  ___________________________________________________________________
 EH2363  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH2363  DYNAMIC HT  -          66.742 (meters)     218.97  (feet)  COMP
 EH2363  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 EH2363
 EH2363  VERT ORDER  -  SECOND    CLASS 0
 EH2363
 EH2363.The horizontal coordinates were scaled from a topographic map and have
 EH2363.an estimated accuracy of +/- 6 seconds.
 EH2363
 EH2363.The orthometric height was determined by differential leveling
 EH2363.and adjusted by the National Geodetic Survey in June 1991..
 EH2363
 EH2363.The geoid height was determined by GEOID03.
 EH2363
 EH2363.The dynamic height is computed by dividing the NAVD 88
 EH2363.geopotential number by the normal gravity value computed on the
 EH2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2363.degrees latitude (g = 980.6199 gals.).
 EH2363
 EH2363.The modeled gravity was interpolated from observed gravity values.
 EH2363
 EH2363;                    North         East    Units  Estimated Accuracy
 EH2363;SPC AR S     -   617,380.      439,580.      MT  (+/- 180 meters Scaled)
 EH2363
 EH2363                          SUPERSEDED SURVEY CONTROL
 EH2363
 EH2363  NGVD 29 (??/??/??)   66.807  (m)          219.18   (f) ADJUSTED    2 0
 EH2363
 EH2363.Superseded values are not recommended for survey control.
 EH2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2363.See file dsdata.txt to determine how the superseded data were derived.
 EH2363
 EH2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU312324(NAD 83)
 EH2363_MARKER: DB = BENCH MARK DISK
 EH2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2363_STAMPING: G 14 1932
 EH2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2363+STABILITY: SURFACE MOTION
 EH2363
 EH2363  HISTORY     - Date     Condition        Report By
 EH2363  HISTORY     - 1932     MONUMENTED       CGS
 EH2363  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH2363
 EH2363                          STATION DESCRIPTION
 EH2363
 EH2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2363'1.5 MI S FROM SLOVAC.
 EH2363'ABOUT 1-1/2 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EH2363'SLOVAC, PRAIRIE COUNTY, AT A SECTION-LINE ROAD CROSSING, 48 FEET WEST
 EH2363'OF THE WEST RAIL, AND 25 FEET NORTH OF THE CENTER LINE OF THE
 EH2363'SECTION-LINE ROAD.  A STANDARD DISK, STAMPED 219.133 G 14 1932 AND SET
 EH2363'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0716 ***********************************************************************
 EJ0716  DESIGNATION -  G 140
 EJ0716  PID         -  EJ0716
 EJ0716  STATE/COUNTY-  AR/HOT SPRING
 EJ0716  USGS QUAD   -  LAKE CATHERINE (1978)
 EJ0716
 EJ0716                         *CURRENT SURVEY CONTROL
 EJ0716  ___________________________________________________________________
 EJ0716* NAD 83(1986)-  34 27 32.     (N)    092 53 21.     (W)     SCALED    
 EJ0716* NAVD 88     -       147.471  (meters)     483.83   (feet)  ADJUSTED  
 EJ0716  ___________________________________________________________________
 EJ0716  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ0716  DYNAMIC HT  -         147.333 (meters)     483.38  (feet)  COMP
 EJ0716  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EJ0716
 EJ0716  VERT ORDER  -  SECOND    CLASS 0
 EJ0716
 EJ0716.The horizontal coordinates were scaled from a topographic map and have
 EJ0716.an estimated accuracy of +/- 6 seconds.
 EJ0716
 EJ0716.The orthometric height was determined by differential leveling
 EJ0716.and adjusted by the National Geodetic Survey in June 1991..
 EJ0716
 EJ0716.The geoid height was determined by GEOID03.
 EJ0716
 EJ0716.The dynamic height is computed by dividing the NAVD 88
 EJ0716.geopotential number by the normal gravity value computed on the
 EJ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0716.degrees latitude (g = 980.6199 gals.).
 EJ0716
 EJ0716.The modeled gravity was interpolated from observed gravity values.
 EJ0716
 EJ0716;                    North         East    Units  Estimated Accuracy
 EJ0716;SPC AR S     -   599,140.      318,300.      MT  (+/- 180 meters Scaled)
 EJ0716
 EJ0716                          SUPERSEDED SURVEY CONTROL
 EJ0716
 EJ0716  NGVD 29 (??/??/92)  147.479  (m)          483.85   (f) ADJ UNCH    2 0
 EJ0716
 EJ0716.Superseded values are not recommended for survey control.
 EJ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0716.See file dsdata.txt to determine how the superseded data were derived.
 EJ0716
 EJ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU101130(NAD 83)
 EJ0716_MARKER: DB = BENCH MARK DISK
 EJ0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0716_SP_SET: BRIDGE
 EJ0716_STAMPING: G 140 1935
 EJ0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0716
 EJ0716  HISTORY     - Date     Condition        Report By
 EJ0716  HISTORY     - 1935     MONUMENTED       CGS
 EJ0716  HISTORY     - 1971     GOOD             NGS
 EJ0716  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0716
 EJ0716                          STATION DESCRIPTION
 EJ0716
 EJ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0716'3 MI NW FROM MAGNET.
 EJ0716'ABOUT 3 MILES NORTHWEST ALONG U.S. HIGHWAY 270 FROM THE POST OFFICE AT
 EJ0716'MAGNET, 0.2 MILE WEST OF THE SUMMIT OF A RIDGE, AT A CONCRETE BRIDGE
 EJ0716'OVER STONEY CREEK, 12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN
 EJ0716'THE BASE OF THE SOUTH GUARD RAIL, AND 1 FOOT WEST OF THE EAST END. A
 EJ0716'STANDARD DISK, STAMPED G 140 1935.
 EJ0716
 EJ0716                          STATION RECOVERY (1971)
 EJ0716
 EJ0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EJ0716'RECOVERED IN GOOD CONDITION.
 EJ0716
 EJ0716                          STATION RECOVERY (1998)
 EJ0716
 EJ0716'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0101 ***********************************************************************
 FH0101  DESIGNATION -  G 141
 FH0101  PID         -  FH0101
 FH0101  STATE/COUNTY-  AR/FRANKLIN
 FH0101  USGS QUAD   -  MOUNTAINBURG SE (1983)
 FH0101
 FH0101                         *CURRENT SURVEY CONTROL
 FH0101  ___________________________________________________________________
 FH0101* NAD 83(1986)-  35 35 12.     (N)    094 03 27.     (W)     SCALED    
 FH0101* NAVD 88     -       247.634  (meters)     812.45   (feet)  ADJUSTED  
 FH0101  ___________________________________________________________________
 FH0101  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FH0101  DYNAMIC HT  -         247.404 (meters)     811.69  (feet)  COMP
 FH0101  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FH0101
 FH0101  VERT ORDER  -  SECOND    CLASS 0
 FH0101
 FH0101.The horizontal coordinates were scaled from a topographic map and have
 FH0101.an estimated accuracy of +/- 6 seconds.
 FH0101
 FH0101.The orthometric height was determined by differential leveling
 FH0101.and adjusted by the National Geodetic Survey in June 1991..
 FH0101
 FH0101.The geoid height was determined by GEOID03.
 FH0101
 FH0101.The dynamic height is computed by dividing the NAVD 88
 FH0101.geopotential number by the normal gravity value computed on the
 FH0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0101.degrees latitude (g = 980.6199 gals.).
 FH0101
 FH0101.The modeled gravity was interpolated from observed gravity values.
 FH0101
 FH0101;                    North         East    Units  Estimated Accuracy
 FH0101;SPC AR N     -   141,000.      213,550.      MT  (+/- 180 meters Scaled)
 FH0101
 FH0101                          SUPERSEDED SURVEY CONTROL
 FH0101
 FH0101  NGVD 29 (??/??/92)  247.554  (m)          812.18   (f) ADJ UNCH    2 0
 FH0101
 FH0101.Superseded values are not recommended for survey control.
 FH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0101.See file dsdata.txt to determine how the superseded data were derived.
 FH0101
 FH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV041386(NAD 83)
 FH0101_MARKER: DB = BENCH MARK DISK
 FH0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0101_STAMPING: G 141 1935
 FH0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0101+STABILITY: SURFACE MOTION
 FH0101
 FH0101  HISTORY     - Date     Condition        Report By
 FH0101  HISTORY     - 1935     MONUMENTED       CGS
 FH0101  HISTORY     - 1959     GOOD             NGS
 FH0101  HISTORY     - 1967     GOOD             USGS
 FH0101
 FH0101                          STATION DESCRIPTION
 FH0101
 FH0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0101'AT PINEY.
 FH0101'AT PINEY, FRANKLIN COUNTY, 450 FEET NORTH OF THE BAPTIST CHURCH,
 FH0101'52 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MRS. ETTA REESE
 FH0101'HOME, 21 FEET WEST OF THE CENTERLINE OF THE PINEY-LOCKE ROAD,
 FH0101'3 FEET SOUTHWEST OF A NORTHEAST FENCE CORNER, AND 1 FOOT SOUTH
 FH0101'OF A FENCE.  A STANDARD DISK, STAMPED G 141 1935 AND SET IN THE
 FH0101'TOP OF A CONCRETE POST.  NEAR A CROSSROADS SETTLEMENT THAT IS
 FH0101'SHOWN ON THE COUNTY MAP AS PLYMOUTH.  TO REACH FROM MULBERRY,
 FH0101'FROM THE MAIN INTERSECTION ON U.S. HIGHWAY 64, GO NORTH ON
 FH0101'STATE HIGHWAY 215 FOR 1.4 MILES, TURN LEFT AND GO WEST OR 0.75
 FH0101'MILE, TURN RIGHT AND GO NORTH FOR 4.65 MILES TO CROSSROADS,
 FH0101'CONTINUE NORTH FOR 0.05 MILE TO THE MARK ON THE LEFT.  THE HOUSE
 FH0101'IS GONE AND MARK RECOVERED ABOUT 4 FEET WEST OF THE RIGHT OF
 FH0101'WAY FENCE LINE.  NOTE-- 328 FT N AND 20 FT W OF X-RDS AT NORTH
 FH0101'1/16 CORNER COMMON TO SECTIONS 34 AND 3N, T 11 N, R 29 W, 55 FT
 FH0101'N OF CONCRETE FOUNDATION, 1 FT E OF A WITNESS SIGN.
 FH0101
 FH0101                          STATION RECOVERY (1967)
 FH0101
 FH0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1428 ***********************************************************************
 FG1428  DESIGNATION -  G 142
 FG1428  PID         -  FG1428
 FG1428  STATE/COUNTY-  AR/FRANKLIN
 FG1428  USGS QUAD   -  BIDVILLE (1973)
 FG1428
 FG1428                         *CURRENT SURVEY CONTROL
 FG1428  ___________________________________________________________________
 FG1428* NAD 83(1986)-  35 41 32.     (N)    093 57 50.     (W)     SCALED    
 FG1428* NAVD 88     -       490.917  (meters)    1610.62   (feet)  ADJUSTED  
 FG1428  ___________________________________________________________________
 FG1428  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FG1428  DYNAMIC HT  -         490.445 (meters)    1609.07  (feet)  COMP
 FG1428  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FG1428
 FG1428  VERT ORDER  -  SECOND    CLASS 0
 FG1428
 FG1428.The horizontal coordinates were scaled from a topographic map and have
 FG1428.an estimated accuracy of +/- 6 seconds.
 FG1428
 FG1428.The orthometric height was determined by differential leveling
 FG1428.and adjusted by the National Geodetic Survey in June 1991..
 FG1428
 FG1428.The geoid height was determined by GEOID03.
 FG1428
 FG1428.The dynamic height is computed by dividing the NAVD 88
 FG1428.geopotential number by the normal gravity value computed on the
 FG1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1428.degrees latitude (g = 980.6199 gals.).
 FG1428
 FG1428.The modeled gravity was interpolated from observed gravity values.
 FG1428
 FG1428;                    North         East    Units  Estimated Accuracy
 FG1428;SPC AR N     -   152,530.      222,270.      MT  (+/- 180 meters Scaled)
 FG1428
 FG1428                          SUPERSEDED SURVEY CONTROL
 FG1428
 FG1428  NGVD 29 (??/??/92)  490.809  (m)         1610.26   (f) ADJ UNCH    2 0
 FG1428
 FG1428.Superseded values are not recommended for survey control.
 FG1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1428.See file dsdata.txt to determine how the superseded data were derived.
 FG1428
 FG1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV127502(NAD 83)
 FG1428_MARKER: DB = BENCH MARK DISK
 FG1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1428_STAMPING: G 142 1935
 FG1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1428+STABILITY: SURFACE MOTION
 FG1428
 FG1428  HISTORY     - Date     Condition        Report By
 FG1428  HISTORY     - 1935     MONUMENTED       CGS
 FG1428  HISTORY     - 1959     GOOD             NGS
 FG1428
 FG1428                          STATION DESCRIPTION
 FG1428
 FG1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1428'11.1 MI NE FROM LOCKE.
 FG1428'IN FRANKLIN COUNTY, 4.6 MILES NORTHEAST ALONG THE LOCKE-BIDVILLE ROAD
 FG1428'FROM THE SCHOOL AT LOCKE, CRAWFORD COUNTY, 6.5 MILES EAST ALONG THE
 FG1428'CASS-BIDVILLE ROAD, 0.6 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 FG1428'LEADING TO A FOREST SERVICE OBSERVATION TOWER, 0.2 MILE SOUTH OF A
 FG1428'U-CURVE IN THE ROAD, 260 FEET SOUTH OF A GALVANIZED IRON CULVERT, 27
 FG1428'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 7 FEET WEST OF A 30-INCH
 FG1428'OAK TREE.  A STANDARD DISK, STAMPED G 142 1935 AND SET IN THE TOP OF A
 FG1428'CONCRETE POST.  NOTE-- MARK RECOVERED ABOUT 0.65 MILE SOUTH OF THE
 FG1428'JUNCTION OF THE CASS-WHITE ROCK ROADS, AT A CURVE IN THE ROAD AND
 FG1428'ABOUT 7 FEET WEST OF A LARGE DEAD SNAG.  THE DISTANCE BETWEEN THIS
 FG1428'MARK AND BENCH MARK H 142 WAS RECORDED AS 1.9 MILES INSTEAD OF 1.3
 FG1428'MILES AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1372 ***********************************************************************
 FG1372  DESIGNATION -  G 143
 FG1372  PID         -  FG1372
 FG1372  STATE/COUNTY-  AR/MADISON
 FG1372  USGS QUAD   -  DELANEY (1973)
 FG1372
 FG1372                         *CURRENT SURVEY CONTROL
 FG1372  ___________________________________________________________________
 FG1372* NAD 83(1986)-  35 45 53.     (N)    093 54 51.     (W)     SCALED    
 FG1372* NAVD 88     -       720.928  (meters)    2365.24   (feet)  ADJUSTED  
 FG1372  ___________________________________________________________________
 FG1372  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG1372  DYNAMIC HT  -         720.218 (meters)    2362.92  (feet)  COMP
 FG1372  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 FG1372
 FG1372  VERT ORDER  -  SECOND    CLASS 0
 FG1372
 FG1372.The horizontal coordinates were scaled from a topographic map and have
 FG1372.an estimated accuracy of +/- 6 seconds.
 FG1372
 FG1372.The orthometric height was determined by differential leveling
 FG1372.and adjusted by the National Geodetic Survey in June 1991..
 FG1372
 FG1372.The geoid height was determined by GEOID03.
 FG1372
 FG1372.The dynamic height is computed by dividing the NAVD 88
 FG1372.geopotential number by the normal gravity value computed on the
 FG1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1372.degrees latitude (g = 980.6199 gals.).
 FG1372
 FG1372.The modeled gravity was interpolated from observed gravity values.
 FG1372
 FG1372;                    North         East    Units  Estimated Accuracy
 FG1372;SPC AR N     -   160,480.      226,920.      MT  (+/- 180 meters Scaled)
 FG1372
 FG1372                          SUPERSEDED SURVEY CONTROL
 FG1372
 FG1372  NGVD 29 (??/??/92)  720.778  (m)         2364.75   (f) ADJ UNCH    2 0
 FG1372
 FG1372.Superseded values are not recommended for survey control.
 FG1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1372.See file dsdata.txt to determine how the superseded data were derived.
 FG1372
 FG1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV173582(NAD 83)
 FG1372_MARKER: DB = BENCH MARK DISK
 FG1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1372_STAMPING: G 143 1935
 FG1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1372+STABILITY: SURFACE MOTION
 FG1372
 FG1372  HISTORY     - Date     Condition        Report By
 FG1372  HISTORY     - 1935     MONUMENTED       CGS
 FG1372  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG1372  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1372
 FG1372                          STATION DESCRIPTION
 FG1372
 FG1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1372'3.3 MI SE FROM HEALTH.
 FG1372'IN FRANKLIN COUNTY, 3.3 MILES SOUTHEAST ALONG THE BIDVILLE-HEALTH ROAD
 FG1372'FROM THE SCHOOL AT HEALTH, MADISON COUNTY, AT THE SOUTHEAST END OF AN
 FG1372'S CURVE, 150 FEET NORTHWEST OF THE SUMMIT OF A LONG HILL, 26 FEET
 FG1372'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 26 FEET SOUTH OF THE
 FG1372'SOUTHWEST END OF A STONE CULVERT, 7 FEET SOUTH OF A 14-INCH OAK TREE,
 FG1372'AND 2 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED G 143 1935
 FG1372'AND SET IN THE TOP OF A CONCRETE POST.
 FG1372
 FG1372                          STATION RECOVERY (1972)
 FG1372
 FG1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1420 ***********************************************************************
 FG1420  DESIGNATION -  G 144
 FG1420  PID         -  FG1420
 FG1420  STATE/COUNTY-  AR/WASHINGTON
 FG1420  USGS QUAD   -  DELANEY (1973)
 FG1420
 FG1420                         *CURRENT SURVEY CONTROL
 FG1420  ___________________________________________________________________
 FG1420* NAD 83(1986)-  35 47 04.     (N)    093 58 31.     (W)     SCALED    
 FG1420* NAVD 88     -       688.650  (meters)    2259.35   (feet)  ADJUSTED  
 FG1420  ___________________________________________________________________
 FG1420  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG1420  DYNAMIC HT  -         687.971 (meters)    2257.12  (feet)  COMP
 FG1420  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 FG1420
 FG1420  VERT ORDER  -  SECOND    CLASS 0
 FG1420
 FG1420.The horizontal coordinates were scaled from a topographic map and have
 FG1420.an estimated accuracy of +/- 6 seconds.
 FG1420
 FG1420.The orthometric height was determined by differential leveling
 FG1420.and adjusted by the National Geodetic Survey in June 1991..
 FG1420
 FG1420.The geoid height was determined by GEOID03.
 FG1420
 FG1420.The dynamic height is computed by dividing the NAVD 88
 FG1420.geopotential number by the normal gravity value computed on the
 FG1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1420.degrees latitude (g = 980.6199 gals.).
 FG1420
 FG1420.The modeled gravity was interpolated from observed gravity values.
 FG1420
 FG1420;                    North         East    Units  Estimated Accuracy
 FG1420;SPC AR N     -   162,780.      221,440.      MT  (+/- 180 meters Scaled)
 FG1420
 FG1420                          SUPERSEDED SURVEY CONTROL
 FG1420
 FG1420  NGVD 29 (??/??/92)  688.489  (m)         2258.82   (f) ADJ UNCH    2 0
 FG1420
 FG1420.Superseded values are not recommended for survey control.
 FG1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1420.See file dsdata.txt to determine how the superseded data were derived.
 FG1420
 FG1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV118604(NAD 83)
 FG1420_MARKER: DB = BENCH MARK DISK
 FG1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1420_STAMPING: G 144 1935
 FG1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1420+STABILITY: SURFACE MOTION
 FG1420
 FG1420  HISTORY     - Date     Condition        Report By
 FG1420  HISTORY     - 1935     MONUMENTED       CGS
 FG1420  HISTORY     - 1960     GOOD             NGS
 FG1420  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1420
 FG1420                          STATION DESCRIPTION
 FG1420
 FG1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1420'1.8 MI W FROM HEALTH.
 FG1420'IN WASHINGTON COUNTY, 1.8 MILES WEST ALONG STATE HIGHWAY 74 FROM THE
 FG1420'SCHOOL AT HEALTH, MADISON COUNTY, 0.2 MILE WEST OF A HOUSE AND BARN,
 FG1420'400 FEET SOUTHEAST OF A STONE CULVERT, 150 FEET EAST OF THE EAST END
 FG1420'OF A U CURVE IN THE HIGHWAY, 24 FEET SOUTH OF THE CENTERLINE OF THE
 FG1420'HIGHWAY, 38 FEET EAST OF A POLE, AND 2 FEET SOUTH OF A FENCE.  A
 FG1420'STANDARD DISK, STAMPED G 144 1935 AND SET IN THE TOP OF A CONCRETE
 FG1420'POST.  NOTE-- MARK RECOVERED ABOUT 42 PACES WEST OF A POINT WHERE A
 FG1420'NORTH-SOUTH FENCE INTERSECTS THE RIGHT OF WAY FENCE, 39 FEET EAST OF A
 FG1420'TELEPHONE POLE AND 6 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 FG1420
 FG1420                          STATION RECOVERY (1973)
 FG1420
 FG1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1357 ***********************************************************************
 FG1357  DESIGNATION -  G 145
 FG1357  PID         -  FG1357
 FG1357  STATE/COUNTY-  AR/MADISON
 FG1357  USGS QUAD   -  WEATHERS (1973)
 FG1357
 FG1357                         *CURRENT SURVEY CONTROL
 FG1357  ___________________________________________________________________
 FG1357* NAD 83(1986)-  35 54 13.     (N)    093 30 20.     (W)     SCALED    
 FG1357* NAVD 88     -       678.046  (meters)    2224.56   (feet)  ADJUSTED  
 FG1357  ___________________________________________________________________
 FG1357  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG1357  DYNAMIC HT  -         677.394 (meters)    2222.42  (feet)  COMP
 FG1357  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FG1357
 FG1357  VERT ORDER  -  SECOND    CLASS 0
 FG1357
 FG1357.The horizontal coordinates were scaled from a topographic map and have
 FG1357.an estimated accuracy of +/- 6 seconds.
 FG1357
 FG1357.The orthometric height was determined by differential leveling
 FG1357.and adjusted by the National Geodetic Survey in June 1991..
 FG1357
 FG1357.The geoid height was determined by GEOID03.
 FG1357
 FG1357.The dynamic height is computed by dividing the NAVD 88
 FG1357.geopotential number by the normal gravity value computed on the
 FG1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1357.degrees latitude (g = 980.6199 gals.).
 FG1357
 FG1357.The modeled gravity was interpolated from observed gravity values.
 FG1357
 FG1357;                    North         East    Units  Estimated Accuracy
 FG1357;SPC AR N     -   175,250.      264,100.      MT  (+/- 180 meters Scaled)
 FG1357
 FG1357                          SUPERSEDED SURVEY CONTROL
 FG1357
 FG1357  NGVD 29 (??/??/92)  677.949  (m)         2224.24   (f) ADJ UNCH    2 0
 FG1357
 FG1357.Superseded values are not recommended for survey control.
 FG1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1357.See file dsdata.txt to determine how the superseded data were derived.
 FG1357
 FG1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV543733(NAD 83)
 FG1357_MARKER: DB = BENCH MARK DISK
 FG1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1357_STAMPING: G 145 1935
 FG1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1357+STABILITY: SURFACE MOTION
 FG1357
 FG1357  HISTORY     - Date     Condition        Report By
 FG1357  HISTORY     - 1935     MONUMENTED       CGS
 FG1357  HISTORY     - 1941     GOOD             NGS
 FG1357
 FG1357                          STATION DESCRIPTION
 FG1357
 FG1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FG1357'3.5 MI N FROM REDSTAR.
 FG1357'3.5 MILES NORTH ALONG THE LOY ROAD FROM THE POST OFFICE AT REDSTAR,
 FG1357'MADISON COUNTY, 0.15 MILE NORTHEAST OF THE HENRY EDGEMAN FARMHOUSE, 24
 FG1357'FEET EAST OF THE CENTERLINE OF THE ROAD, 47 FEET NORTHEAST OF THE
 FG1357'FIRST TREE OF A ROW OF 12-INCH OAKS, 12 FEET SOUTHEAST OF A NORTHWEST
 FG1357'FENCE CORNER, AND 1 1/2 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 FG1357'STAMPED G 145 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0720 ***********************************************************************
 FG0720  DESIGNATION -  G 146
 FG0720  PID         -  FG0720
 FG0720  STATE/COUNTY-  AR/SEARCY
 FG0720  USGS QUAD   -  EULA (1980)
 FG0720
 FG0720                         *CURRENT SURVEY CONTROL
 FG0720  ___________________________________________________________________
 FG0720* NAD 83(1986)-  35 57 43.     (N)    092 55 04.     (W)     SCALED    
 FG0720* NAVD 88     -       324.813  (meters)    1065.66   (feet)  ADJUSTED  
 FG0720  ___________________________________________________________________
 FG0720  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FG0720  DYNAMIC HT  -         324.520 (meters)    1064.70  (feet)  COMP
 FG0720  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 FG0720
 FG0720  VERT ORDER  -  SECOND    CLASS 0
 FG0720
 FG0720.The horizontal coordinates were scaled from a topographic map and have
 FG0720.an estimated accuracy of +/- 6 seconds.
 FG0720
 FG0720.The orthometric height was determined by differential leveling
 FG0720.and adjusted by the National Geodetic Survey in June 1991..
 FG0720
 FG0720.The geoid height was determined by GEOID03.
 FG0720
 FG0720.The dynamic height is computed by dividing the NAVD 88
 FG0720.geopotential number by the normal gravity value computed on the
 FG0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0720.degrees latitude (g = 980.6199 gals.).
 FG0720
 FG0720.The modeled gravity was interpolated from observed gravity values.
 FG0720
 FG0720;                    North         East    Units  Estimated Accuracy
 FG0720;SPC AR N     -   181,070.      317,220.      MT  (+/- 180 meters Scaled)
 FG0720
 FG0720                          SUPERSEDED SURVEY CONTROL
 FG0720
 FG0720  NGVD 29 (??/??/92)  324.704  (m)         1065.30   (f) ADJ UNCH    2 0
 FG0720
 FG0720.Superseded values are not recommended for survey control.
 FG0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0720.See file dsdata.txt to determine how the superseded data were derived.
 FG0720
 FG0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV074797(NAD 83)
 FG0720_MARKER: DB = BENCH MARK DISK
 FG0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0720_STAMPING: G 146 1935
 FG0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0720+STABILITY: SURFACE MOTION
 FG0720
 FG0720  HISTORY     - Date     Condition        Report By
 FG0720  HISTORY     - 1935     MONUMENTED       CGS
 FG0720
 FG0720                          STATION DESCRIPTION
 FG0720
 FG0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0720'0.4 MI NE FROM WOLEM.
 FG0720'0.4 MILE NORTHEAST ALONG THE RICHLAND ROAD FROM WOLEM, SEARCY COUNTY,
 FG0720'2.9 MILES SOUTHWEST ALONG THE WESTERN GROVE ROAD (CAVE CREEK ROAD),
 FG0720'1,500 FEET EAST OF THE L. HUNTER FARMHOUSE, 200 FEET NORTHEAST OF THE
 FG0720'TOP OF A KNOLL, 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 86 FEET
 FG0720'SOUTH OF A DEEP RAVINE, AND 9 FEET WEST OF A 24-INCH RED OAK TREE.  A
 FG0720'STANDARD DISK, STAMPED G 146 1935 AND SET IN THE TOP OF A CONCRETE
 FG0720'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0514 ***********************************************************************
 FG0514  DESIGNATION -  G 147
 FG0514  PID         -  FG0514
 FG0514  STATE/COUNTY-  AR/SEARCY
 FG0514  USGS QUAD   -  MOORE (1980)
 FG0514
 FG0514                         *CURRENT SURVEY CONTROL
 FG0514  ___________________________________________________________________
 FG0514* NAD 83(1986)-  35 45 16.     (N)    092 54 34.     (W)     SCALED    
 FG0514* NAVD 88     -       543.153  (meters)    1781.99   (feet)  ADJUSTED  
 FG0514  ___________________________________________________________________
 FG0514  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG0514  DYNAMIC HT  -         542.628 (meters)    1780.27  (feet)  COMP
 FG0514  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FG0514
 FG0514  VERT ORDER  -  SECOND    CLASS 0
 FG0514
 FG0514.The horizontal coordinates were scaled from a topographic map and have
 FG0514.an estimated accuracy of +/- 6 seconds.
 FG0514
 FG0514.The orthometric height was determined by differential leveling
 FG0514.and adjusted by the National Geodetic Survey in June 1991..
 FG0514
 FG0514.The geoid height was determined by GEOID03.
 FG0514
 FG0514.The dynamic height is computed by dividing the NAVD 88
 FG0514.geopotential number by the normal gravity value computed on the
 FG0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0514.degrees latitude (g = 980.6199 gals.).
 FG0514
 FG0514.The modeled gravity was interpolated from observed gravity values.
 FG0514
 FG0514;                    North         East    Units  Estimated Accuracy
 FG0514;SPC AR N     -   158,040.      317,750.      MT  (+/- 180 meters Scaled)
 FG0514
 FG0514                          SUPERSEDED SURVEY CONTROL
 FG0514
 FG0514  NGVD 29 (??/??/92)  543.059  (m)         1781.69   (f) ADJ UNCH    2 0
 FG0514
 FG0514.Superseded values are not recommended for survey control.
 FG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0514.See file dsdata.txt to determine how the superseded data were derived.
 FG0514
 FG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV081567(NAD 83)
 FG0514_MARKER: DB = BENCH MARK DISK
 FG0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0514_STAMPING: G 147 1935
 FG0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0514+STABILITY: SURFACE MOTION
 FG0514
 FG0514  HISTORY     - Date     Condition        Report By
 FG0514  HISTORY     - 1935     MONUMENTED       CGS
 FG0514  HISTORY     - 1975     MARK NOT FOUND   USGS
 FG0514
 FG0514                          STATION DESCRIPTION
 FG0514
 FG0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0514'3.2 MI W FROM WITT SPRINGS.
 FG0514'3.2 MILES WEST ALONG THE MOORE ROAD FROM THE JUNCTION OF STATE HIGHWAY
 FG0514'27 AT WITT SPRINGS, SEARCY COUNTY, 1 MILE WEST OF THE W. T. BLACKWELL
 FG0514'PLACE, 0.5 MILE EAST OF ANDERSON SCHOOL (NOW ABANDONED), 100 FEET WEST
 FG0514'OF A SMALL STREAM, IN AN OPEN PARK, 28 FEET NORTHEAST OF THE
 FG0514'CENTERLINE OF THE ROAD, 68 FEET NORTHWEST OF A BLAZED TWIN OAK TREE,
 FG0514'AND 5 1/2 FEET SOUTH OF A SMALL HICKORY TREE.  A STANDARD DISK,
 FG0514'STAMPED G 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0514
 FG0514                          STATION RECOVERY (1975)
 FG0514
 FG0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FG0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0664 ***********************************************************************
 FG0664  DESIGNATION -  G 148
 FG0664  PID         -  FG0664
 FG0664  STATE/COUNTY-  AR/POPE
 FG0664  USGS QUAD   -  LOST CORNER (1980)
 FG0664
 FG0664                         *CURRENT SURVEY CONTROL
 FG0664  ___________________________________________________________________
 FG0664* NAD 83(1986)-  35 36 16.     (N)    092 50 20.     (W)     SCALED    
 FG0664* NAVD 88     -       296.806  (meters)     973.77   (feet)  ADJUSTED  
 FG0664  ___________________________________________________________________
 FG0664  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG0664  DYNAMIC HT  -         296.515 (meters)     972.82  (feet)  COMP
 FG0664  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FG0664
 FG0664  VERT ORDER  -  SECOND    CLASS 0
 FG0664
 FG0664.The horizontal coordinates were scaled from a topographic map and have
 FG0664.an estimated accuracy of +/- 6 seconds.
 FG0664
 FG0664.The orthometric height was determined by differential leveling
 FG0664.and adjusted by the National Geodetic Survey in June 1991..
 FG0664
 FG0664.The geoid height was determined by GEOID03.
 FG0664
 FG0664.The dynamic height is computed by dividing the NAVD 88
 FG0664.geopotential number by the normal gravity value computed on the
 FG0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0664.degrees latitude (g = 980.6199 gals.).
 FG0664
 FG0664.The modeled gravity was interpolated from observed gravity values.
 FG0664
 FG0664;                    North         East    Units  Estimated Accuracy
 FG0664;SPC AR N     -   141,340.      323,990.      MT  (+/- 180 meters Scaled)
 FG0664
 FG0664                          SUPERSEDED SURVEY CONTROL
 FG0664
 FG0664  NGVD 29 (??/??/92)  296.734  (m)          973.53   (f) ADJ UNCH    2 0
 FG0664
 FG0664.Superseded values are not recommended for survey control.
 FG0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0664.See file dsdata.txt to determine how the superseded data were derived.
 FG0664
 FG0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV145400(NAD 83)
 FG0664_MARKER: DB = BENCH MARK DISK
 FG0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0664_STAMPING: G 148 1935
 FG0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0664+STABILITY: SURFACE MOTION
 FG0664
 FG0664  HISTORY     - Date     Condition        Report By
 FG0664  HISTORY     - 1935     MONUMENTED       CGS
 FG0664
 FG0664                          STATION DESCRIPTION
 FG0664
 FG0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0664'3 MI NW FROM LOST CORNER.
 FG0664'3 MILES NORTHWEST ALONG THE TILLY ROAD FROM THE POST OFFICE AT LOST
 FG0664'CORNER, POPE COUNTY, 200 FEET SOUTH OF THE SOUTH SIDE OF THE J. B.
 FG0664'CHURCH FARMHOUSE, 100 FEET NORTH OF A SMALL HOUSE, 19 FEET EAST OF THE
 FG0664'CENTERLINE OF THE ROAD, 61 FEET NORTHEAST OF A RIGHT-ANGLE CURVE, 36
 FG0664'FEET SOUTH OF A SOUTHWEST FENCE CORNER, 12 FEET EAST OF AN 18-INCH
 FG0664'WALNUT TREE, AND 1 1/2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED
 FG0664'G 148 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0638 ***********************************************************************
 FG0638  DESIGNATION -  G 150
 FG0638  PID         -  FG0638
 FG0638  STATE/COUNTY-  AR/VAN BUREN
 FG0638  USGS QUAD   -  BOTKINBURG (1965)
 FG0638
 FG0638                         *CURRENT SURVEY CONTROL
 FG0638  ___________________________________________________________________
 FG0638* NAD 83(1986)-  35 44 12.     (N)    092 34 54.     (W)     SCALED    
 FG0638* NAVD 88     -       441.940  (meters)    1449.93   (feet)  ADJUSTED  
 FG0638  ___________________________________________________________________
 FG0638  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG0638  DYNAMIC HT  -         441.524 (meters)    1448.57  (feet)  COMP
 FG0638  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FG0638
 FG0638  VERT ORDER  -  SECOND    CLASS 0
 FG0638
 FG0638.The horizontal coordinates were scaled from a topographic map and have
 FG0638.an estimated accuracy of +/- 6 seconds.
 FG0638
 FG0638.The orthometric height was determined by differential leveling
 FG0638.and adjusted by the National Geodetic Survey in June 1991..
 FG0638
 FG0638.The geoid height was determined by GEOID03.
 FG0638
 FG0638.The dynamic height is computed by dividing the NAVD 88
 FG0638.geopotential number by the normal gravity value computed on the
 FG0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0638.degrees latitude (g = 980.6199 gals.).
 FG0638
 FG0638.The modeled gravity was interpolated from observed gravity values.
 FG0638
 FG0638;                    North         East    Units  Estimated Accuracy
 FG0638;SPC AR N     -   155,840.      347,380.      MT  (+/- 180 meters Scaled)
 FG0638
 FG0638                          SUPERSEDED SURVEY CONTROL
 FG0638
 FG0638  NGVD 29 (??/??/92)  441.833  (m)         1449.58   (f) ADJ UNCH    2 0
 FG0638
 FG0638.Superseded values are not recommended for survey control.
 FG0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0638.See file dsdata.txt to determine how the superseded data were derived.
 FG0638
 FG0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV378548(NAD 83)
 FG0638_MARKER: DB = BENCH MARK DISK
 FG0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0638_STAMPING: G 150 1935
 FG0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0638+STABILITY: SURFACE MOTION
 FG0638
 FG0638  HISTORY     - Date     Condition        Report By
 FG0638  HISTORY     - 1935     MONUMENTED       CGS
 FG0638
 FG0638                          STATION DESCRIPTION
 FG0638
 FG0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0638'6.7 MI NE FROM COPELAND.
 FG0638'6.7 MILES NORTHEAST ALONG THE DENNARD ROAD FROM THE JUNCTION OF STATE
 FG0638'HIGHWAY 16 AT COPELAND, VAN BUREN COUNTY, 72 FEET SOUTHEAST OF THE
 FG0638'JUNCTION OF THE TRACE RIDGE ROAD, 36 FEET SOUTHWEST OF THE SOUTHWEST
 FG0638'CORNER OF THE ELMER WILLIAMS FARMHOUSE, 58 FEET SOUTHEAST OF THE
 FG0638'CENTERLINE OF THE ROAD, 48 FEET WEST OF A FENCE, AND 5 FEET SOUTHEAST
 FG0638'OF AN 18-INCH BLACK OAK TREE.  A STANDARD DISK, STAMPED G 150 1935 AND
 FG0638'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1223 ***********************************************************************
 EJ1223  DESIGNATION -  G 151
 EJ1223  PID         -  EJ1223
 EJ1223  STATE/COUNTY-  AR/CLARK
 EJ1223  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1223
 EJ1223                         *CURRENT SURVEY CONTROL
 EJ1223  ___________________________________________________________________
 EJ1223* NAD 83(1986)-  34 03 32.     (N)    093 14 32.     (W)     SCALED    
 EJ1223* NAVD 88     -        66.537  (meters)     218.30   (feet)  ADJUSTED  
 EJ1223  ___________________________________________________________________
 EJ1223  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EJ1223  DYNAMIC HT  -          66.471 (meters)     218.08  (feet)  COMP
 EJ1223  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 EJ1223
 EJ1223  VERT ORDER  -  SECOND    CLASS 0
 EJ1223
 EJ1223.The horizontal coordinates were scaled from a topographic map and have
 EJ1223.an estimated accuracy of +/- 6 seconds.
 EJ1223
 EJ1223.The orthometric height was determined by differential leveling
 EJ1223.and adjusted by the National Geodetic Survey in June 1991..
 EJ1223
 EJ1223.The geoid height was determined by GEOID03.
 EJ1223
 EJ1223.The dynamic height is computed by dividing the NAVD 88
 EJ1223.geopotential number by the normal gravity value computed on the
 EJ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1223.degrees latitude (g = 980.6199 gals.).
 EJ1223
 EJ1223.The modeled gravity was interpolated from observed gravity values.
 EJ1223
 EJ1223;                    North         East    Units  Estimated Accuracy
 EJ1223;SPC AR S     -   555,110.      285,330.      MT  (+/- 180 meters Scaled)
 EJ1223
 EJ1223                          SUPERSEDED SURVEY CONTROL
 EJ1223
 EJ1223  NGVD 29 (??/??/92)   66.544  (m)          218.32   (f) ADJ UNCH    2 0
 EJ1223
 EJ1223.Superseded values are not recommended for survey control.
 EJ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1223.See file dsdata.txt to determine how the superseded data were derived.
 EJ1223
 EJ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT776687(NAD 83)
 EJ1223_MARKER: DB = BENCH MARK DISK
 EJ1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1223_STAMPING: G 151 1935
 EJ1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1223+STABILITY: SURFACE MOTION
 EJ1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1223+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 EJ1223
 EJ1223  HISTORY     - Date     Condition        Report By
 EJ1223  HISTORY     - 1935     MONUMENTED       CGS
 EJ1223  HISTORY     - 1935     GOOD             NGS
 EJ1223  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1223  HISTORY     - 20050201 GOOD             ARHD
 EJ1223
 EJ1223                          STATION DESCRIPTION
 EJ1223
 EJ1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1223'7.9 MI NE FROM OKOLONA.
 EJ1223'7.9 MILES NORTHEAST ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL AT
 EJ1223'OKOLONA, 0.2 MILE NORTH OF THE JUNCTION OF A ROAD TO GURDON, 270 FEET
 EJ1223'SOUTH OF A HIGHWAY BRIDGE OVER A DRAINAGE DITCH, 62 FEET EAST OF THE
 EJ1223'CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF A FENCE.  A STANDARD
 EJ1223'DISK, STAMPED G 1515 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1223
 EJ1223                          STATION RECOVERY (1964)
 EJ1223
 EJ1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1223'MARK NOT FOUND.
 EJ1223
 EJ1223                          STATION RECOVERY (2005)
 EJ1223
 EJ1223'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 EJ1223'RECOVERED AS DESCRIBED, GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0561 ***********************************************************************
 GF0561  DESIGNATION -  G 157
 GF0561  PID         -  GF0561
 GF0561  STATE/COUNTY-  AR/CARROLL
 GF0561  USGS QUAD   -  BERRYVILLE (1972)
 GF0561
 GF0561                         *CURRENT SURVEY CONTROL
 GF0561  ___________________________________________________________________
 GF0561* NAD 83(1986)-  36 15 19.     (N)    093 32 59.     (W)     SCALED    
 GF0561* NAVD 88     -       406.652  (meters)    1334.16   (feet)  ADJUSTED  
 GF0561  ___________________________________________________________________
 GF0561  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GF0561  DYNAMIC HT  -         406.286 (meters)    1332.96  (feet)  COMP
 GF0561  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GF0561
 GF0561  VERT ORDER  -  SECOND    CLASS 0
 GF0561
 GF0561.The horizontal coordinates were scaled from a topographic map and have
 GF0561.an estimated accuracy of +/- 6 seconds.
 GF0561
 GF0561.The orthometric height was determined by differential leveling
 GF0561.and adjusted by the National Geodetic Survey in June 1991..
 GF0561
 GF0561.The geoid height was determined by GEOID03.
 GF0561
 GF0561.The dynamic height is computed by dividing the NAVD 88
 GF0561.geopotential number by the normal gravity value computed on the
 GF0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0561.degrees latitude (g = 980.6199 gals.).
 GF0561
 GF0561.The modeled gravity was interpolated from observed gravity values.
 GF0561
 GF0561;                    North         East    Units  Estimated Accuracy
 GF0561;SPC AR N     -   214,330.      260,730.      MT  (+/- 180 meters Scaled)
 GF0561
 GF0561                          SUPERSEDED SURVEY CONTROL
 GF0561
 GF0561  NGVD 29 (??/??/92)  406.516  (m)         1333.71   (f) ADJ UNCH    2 0
 GF0561
 GF0561.Superseded values are not recommended for survey control.
 GF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0561.See file dsdata.txt to determine how the superseded data were derived.
 GF0561
 GF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA506124(NAD 83)
 GF0561_MARKER: DB = BENCH MARK DISK
 GF0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0561_STAMPING: G 157 1935
 GF0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0561+STABILITY: SURFACE MOTION
 GF0561
 GF0561  HISTORY     - Date     Condition        Report By
 GF0561  HISTORY     - 1935     MONUMENTED       CGS
 GF0561
 GF0561                          STATION DESCRIPTION
 GF0561
 GF0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0561'2.1 MI W FROM CABANAL.
 GF0561'2.1 MILES WEST ALONG THE ROCKHOUSE ROAD FROM THE POST OFFICE
 GF0561'AT CABANAL, CARROLL COUNTY, IN A VALLEY, 250 FEET NORTH OF A
 GF0561'LARGE ROCK ON A HILL TOP, 150 FEET NORTHEAST OF A BARN, 120
 GF0561'FEET EAST OF A FARMHOUSE, 26 FEET SOUTHEAST OF THE CENTERLINE
 GF0561'OF THE ROAD, 96 FEET NORTHWEST OF A SMALL CREEK, AND 3 1/2 FEET
 GF0561'WEST OF A NORTH FENCE CORNER.  A STANDARD DISK, STAMPED G 157
 GF0561'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0436 ***********************************************************************
 GF0436  DESIGNATION -  G 158
 GF0436  PID         -  GF0436
 GF0436  STATE/COUNTY-  AR/CARROLL
 GF0436  USGS QUAD   -  OSAGE NE (1968)
 GF0436
 GF0436                         *CURRENT SURVEY CONTROL
 GF0436  ___________________________________________________________________
 GF0436* NAD 83(1986)-  36 09 53.     (N)    093 21 12.     (W)     SCALED    
 GF0436* NAVD 88     -       427.243  (meters)    1401.71   (feet)  ADJUSTED  
 GF0436  ___________________________________________________________________
 GF0436  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GF0436  DYNAMIC HT  -         426.852 (meters)    1400.43  (feet)  COMP
 GF0436  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 GF0436
 GF0436  VERT ORDER  -  SECOND    CLASS 0
 GF0436
 GF0436.The horizontal coordinates were scaled from a topographic map and have
 GF0436.an estimated accuracy of +/- 6 seconds.
 GF0436
 GF0436.The orthometric height was determined by differential leveling
 GF0436.and adjusted by the National Geodetic Survey in June 1991..
 GF0436
 GF0436.The geoid height was determined by GEOID03.
 GF0436
 GF0436.The dynamic height is computed by dividing the NAVD 88
 GF0436.geopotential number by the normal gravity value computed on the
 GF0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0436.degrees latitude (g = 980.6199 gals.).
 GF0436
 GF0436.The modeled gravity was interpolated from observed gravity values.
 GF0436
 GF0436;                    North         East    Units  Estimated Accuracy
 GF0436;SPC AR N     -   204,020.      278,240.      MT  (+/- 180 meters Scaled)
 GF0436
 GF0436                          SUPERSEDED SURVEY CONTROL
 GF0436
 GF0436  NGVD 29 (??/??/92)  427.122  (m)         1401.32   (f) ADJ UNCH    2 0
 GF0436
 GF0436.Superseded values are not recommended for survey control.
 GF0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0436.See file dsdata.txt to determine how the superseded data were derived.
 GF0436
 GF0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA682022(NAD 83)
 GF0436_MARKER: DB = BENCH MARK DISK
 GF0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0436_STAMPING: G 158 1935
 GF0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0436+STABILITY: SURFACE MOTION
 GF0436
 GF0436  HISTORY     - Date     Condition        Report By
 GF0436  HISTORY     - 1935     MONUMENTED       CGS
 GF0436  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0436
 GF0436                          STATION DESCRIPTION
 GF0436
 GF0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0436'AT DELMAR.
 GF0436'AT DELMAR, CARROLL COUNTY, 0.8 MILE NORTHWEST ALONG THE DELMAR-OSAGE
 GF0436'ROAD FROM THE POST OFFICE, AT THE SCHOOL, 225 FEET NORTH OF OSAGE
 GF0436'CREEK, 73 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOL, 43
 GF0436'FEET EAST OF THE CENTERLINE OF THE ROAD, 34 FEET EAST OF THE
 GF0436'SOUTHWEST CORNER OF A CEMETERY FENCE, AND 1 FOOT SOUTH OF A FENCE.
 GF0436'A STANDARD DISK, STAMPED G 158 1935 AND SET IN THE TOP OF A
 GF0436'CONCRETE POST.
 GF0436
 GF0436                          STATION RECOVERY (1965)
 GF0436
 GF0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1194 ***********************************************************************
 FF1194  DESIGNATION -  G 16
 FF1194  PID         -  FF1194
 FF1194  STATE/COUNTY-  AR/JACKSON
 FF1194  USGS QUAD   -  BEEDEVILLE (1980)
 FF1194
 FF1194                         *CURRENT SURVEY CONTROL
 FF1194  ___________________________________________________________________
 FF1194* NAD 83(1986)-  35 23 54.     (N)    091 02 57.     (W)     SCALED    
 FF1194* NAVD 88     -        67.785  (meters)     222.39   (feet)  ADJUSTED  
 FF1194  ___________________________________________________________________
 FF1194  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF1194  DYNAMIC HT  -          67.725 (meters)     222.19  (feet)  COMP
 FF1194  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 FF1194
 FF1194  VERT ORDER  -  SECOND    CLASS 0
 FF1194
 FF1194.The horizontal coordinates were scaled from a topographic map and have
 FF1194.an estimated accuracy of +/- 6 seconds.
 FF1194
 FF1194.The orthometric height was determined by differential leveling
 FF1194.and adjusted by the National Geodetic Survey in June 1991..
 FF1194
 FF1194.The geoid height was determined by GEOID03.
 FF1194
 FF1194.The dynamic height is computed by dividing the NAVD 88
 FF1194.geopotential number by the normal gravity value computed on the
 FF1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1194.degrees latitude (g = 980.6199 gals.).
 FF1194
 FF1194.The modeled gravity was interpolated from observed gravity values.
 FF1194
 FF1194;                    North         East    Units  Estimated Accuracy
 FF1194;SPC AR N     -   118,570.      486,370.      MT  (+/- 180 meters Scaled)
 FF1194
 FF1194                          SUPERSEDED SURVEY CONTROL
 FF1194
 FF1194  NGVD 29 (??/??/??)   67.741  (m)          222.25   (f) ADJUSTED    2 0
 FF1194
 FF1194.Superseded values are not recommended for survey control.
 FF1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1194.See file dsdata.txt to determine how the superseded data were derived.
 FF1194
 FF1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV771189(NAD 83)
 FF1194_MARKER: DB = BENCH MARK DISK
 FF1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1194_STAMPING: 222.194 G 16 1932
 FF1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1194+STABILITY: SURFACE MOTION
 FF1194
 FF1194  HISTORY     - Date     Condition        Report By
 FF1194  HISTORY     - 1932     MONUMENTED       CGS
 FF1194  HISTORY     - 1934     GOOD             CGS
 FF1194  HISTORY     - 20030611 MARK NOT FOUND   USACE
 FF1194
 FF1194                          STATION DESCRIPTION
 FF1194
 FF1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FF1194'3 MI W FROM HICKORY RIDGE.
 FF1194'IN JACKSON COUNTY, ABOUT 3 MILES WEST ALONG STATE HIGHWAY 42 FROM
 FF1194'HICKORY RIDGE, CROSS COUNTY, 110 YARDS NORTH OF THE CENTERLINE OF
 FF1194'THE HIGHWAY, ON THE PROPERTY OF DEWITT MUNGER IN 1932, 36 FEET
 FF1194'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESIDENCE, AND 2 FEET
 FF1194'EAST AND 1 FOOT SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 FF1194'222.194 G 16 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FF1194
 FF1194                          STATION RECOVERY (1934)
 FF1194
 FF1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1194'RECOVERED IN GOOD CONDITION.
 FF1194
 FF1194                          STATION RECOVERY (2003)
 FF1194
 FF1194'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0797 ***********************************************************************
 EJ0797  DESIGNATION -  G 161
 EJ0797  PID         -  EJ0797
 EJ0797  STATE/COUNTY-  AR/SALINE
 EJ0797  USGS QUAD   -  PARON (1984)
 EJ0797
 EJ0797                         *CURRENT SURVEY CONTROL
 EJ0797  ___________________________________________________________________
 EJ0797* NAD 83(1986)-  34 47 22.     (N)    092 50 03.     (W)     SCALED    
 EJ0797* NAVD 88     -       225.450  (meters)     739.66   (feet)  ADJUSTED  
 EJ0797  ___________________________________________________________________
 EJ0797  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EJ0797  DYNAMIC HT  -         225.230 (meters)     738.94  (feet)  COMP
 EJ0797  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 EJ0797
 EJ0797  VERT ORDER  -  SECOND    CLASS 0
 EJ0797
 EJ0797.The horizontal coordinates were scaled from a topographic map and have
 EJ0797.an estimated accuracy of +/- 6 seconds.
 EJ0797
 EJ0797.The orthometric height was determined by differential leveling
 EJ0797.and adjusted by the National Geodetic Survey in June 1991..
 EJ0797
 EJ0797.The geoid height was determined by GEOID03.
 EJ0797
 EJ0797.The dynamic height is computed by dividing the NAVD 88
 EJ0797.geopotential number by the normal gravity value computed on the
 EJ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0797.degrees latitude (g = 980.6199 gals.).
 EJ0797
 EJ0797.The modeled gravity was interpolated from observed gravity values.
 EJ0797
 EJ0797;                    North         East    Units  Estimated Accuracy
 EJ0797;SPC AR S     -   635,760.      323,660.      MT  (+/- 180 meters Scaled)
 EJ0797
 EJ0797                          SUPERSEDED SURVEY CONTROL
 EJ0797
 EJ0797  NGVD 29 (??/??/92)  225.453  (m)          739.67   (f) ADJ UNCH    2 0
 EJ0797
 EJ0797.Superseded values are not recommended for survey control.
 EJ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0797.See file dsdata.txt to determine how the superseded data were derived.
 EJ0797
 EJ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU151497(NAD 83)
 EJ0797_MARKER: DB = BENCH MARK DISK
 EJ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0797_STAMPING: G 161 1935
 EJ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0797+STABILITY: SURFACE MOTION
 EJ0797
 EJ0797  HISTORY     - Date     Condition        Report By
 EJ0797  HISTORY     - 1935     MONUMENTED       CGS
 EJ0797  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0797
 EJ0797                          STATION DESCRIPTION
 EJ0797
 EJ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0797'IN REFORM.
 EJ0797'AT REFORM, SALINE COUNTY, ON THE ALUM FORK ROAD, 225 FEET NORTHWEST OF
 EJ0797'THE POST OFFICE, 36 FEET WEST OF THE CENTER OF THE INTERSECTION OF
 EJ0797'FOUR ROADS, 33.4 FEET SOUTH OF A STONE CULVERT UNDER THE ALUM FORK
 EJ0797'ROAD, AND 5 FEET EAST OF A RAIL FENCE.  A STANDARD DISK, STAMPED G 161
 EJ0797'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0797
 EJ0797                          STATION RECOVERY (1998)
 EJ0797
 EJ0797'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0838 ***********************************************************************
 EJ0838  DESIGNATION -  G 162
 EJ0838  PID         -  EJ0838
 EJ0838  STATE/COUNTY-  AR/GARLAND
 EJ0838  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ0838
 EJ0838                         *CURRENT SURVEY CONTROL
 EJ0838  ___________________________________________________________________
 EJ0838* NAD 83(1986)-  34 38 34.     (N)    092 53 01.     (W)     SCALED    
 EJ0838* NAVD 88     -       161.488  (meters)     529.82   (feet)  ADJUSTED  
 EJ0838  ___________________________________________________________________
 EJ0838  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EJ0838  DYNAMIC HT  -         161.333 (meters)     529.31  (feet)  COMP
 EJ0838  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EJ0838
 EJ0838  VERT ORDER  -  SECOND    CLASS 0
 EJ0838
 EJ0838.The horizontal coordinates were scaled from a topographic map and have
 EJ0838.an estimated accuracy of +/- 6 seconds.
 EJ0838
 EJ0838.The orthometric height was determined by differential leveling
 EJ0838.and adjusted by the National Geodetic Survey in June 1991..
 EJ0838
 EJ0838.The geoid height was determined by GEOID03.
 EJ0838
 EJ0838.The dynamic height is computed by dividing the NAVD 88
 EJ0838.geopotential number by the normal gravity value computed on the
 EJ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0838.degrees latitude (g = 980.6199 gals.).
 EJ0838
 EJ0838.The modeled gravity was interpolated from observed gravity values.
 EJ0838
 EJ0838;                    North         East    Units  Estimated Accuracy
 EJ0838;SPC AR S     -   619,530.      318,990.      MT  (+/- 180 meters Scaled)
 EJ0838
 EJ0838                          SUPERSEDED SURVEY CONTROL
 EJ0838
 EJ0838  NGVD 29 (??/??/92)  161.492  (m)          529.83   (f) ADJ UNCH    2 0
 EJ0838
 EJ0838.Superseded values are not recommended for survey control.
 EJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0838.See file dsdata.txt to determine how the superseded data were derived.
 EJ0838
 EJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU106334(NAD 83)
 EJ0838_MARKER: DB = BENCH MARK DISK
 EJ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0838_STAMPING: G 162 1935
 EJ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0838+STABILITY: SURFACE MOTION
 EJ0838
 EJ0838  HISTORY     - Date     Condition        Report By
 EJ0838  HISTORY     - 1935     MONUMENTED       CGS
 EJ0838  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0838
 EJ0838                          STATION DESCRIPTION
 EJ0838
 EJ0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0838'14.0 MI NE FROM HOT SPRINGS.
 EJ0838'14 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE HOKE SMITH MONUMENT
 EJ0838'AT HOT SPRINGS, GARLAND COUNTY, THENCE 2 MILES NORTH ALONG THE SULPHUR
 EJ0838'SPRINGS ROAD.  700 FEET SOUTHWEST OF A FORD ACROSS A SMALL CREEK, 50
 EJ0838'FEET NORTH OF A WOODEN BRIDGE OVER A BRANCH, 22.8 FEET NORTHWEST OF
 EJ0838'THE CENTER LINE OF THE ROAD, AND 8.7 FEET SOUTHWEST OF AN 18-INCH
 EJ0838'BLAZED OAK TREE.  A STANDARD DISK, STAMPED G 162 1935 AND SET IN THE
 EJ0838'TOP OF A CONCRETE POST.
 EJ0838
 EJ0838                          STATION RECOVERY (1972)
 EJ0838
 EJ0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1094 ***********************************************************************
 EJ1094  DESIGNATION -  G 163
 EJ1094  PID         -  EJ1094
 EJ1094  STATE/COUNTY-  AR/GARLAND
 EJ1094  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1094
 EJ1094                         *CURRENT SURVEY CONTROL
 EJ1094  ___________________________________________________________________
 EJ1094* NAD 83(1986)-  34 35 14.     (N)    093 19 15.     (W)     SCALED    
 EJ1094* NAVD 88     -       149.732  (meters)     491.25   (feet)  ADJUSTED  
 EJ1094  ___________________________________________________________________
 EJ1094  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 EJ1094  DYNAMIC HT  -         149.584 (meters)     490.76  (feet)  COMP
 EJ1094  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 EJ1094
 EJ1094  VERT ORDER  -  SECOND    CLASS 0
 EJ1094
 EJ1094.The horizontal coordinates were scaled from a topographic map and have
 EJ1094.an estimated accuracy of +/- 6 seconds.
 EJ1094
 EJ1094.The orthometric height was determined by differential leveling
 EJ1094.and adjusted by the National Geodetic Survey in June 1991..
 EJ1094
 EJ1094.The geoid height was determined by GEOID03.
 EJ1094
 EJ1094.The dynamic height is computed by dividing the NAVD 88
 EJ1094.geopotential number by the normal gravity value computed on the
 EJ1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1094.degrees latitude (g = 980.6199 gals.).
 EJ1094
 EJ1094.The modeled gravity was interpolated from observed gravity values.
 EJ1094
 EJ1094;                    North         East    Units  Estimated Accuracy
 EJ1094;SPC AR S     -   613,800.      278,830.      MT  (+/- 180 meters Scaled)
 EJ1094
 EJ1094                          SUPERSEDED SURVEY CONTROL
 EJ1094
 EJ1094  NGVD 29 (??/??/92)  149.703  (m)          491.15   (f) ADJ UNCH    2 0
 EJ1094
 EJ1094.Superseded values are not recommended for survey control.
 EJ1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1094.See file dsdata.txt to determine how the superseded data were derived.
 EJ1094
 EJ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU705273(NAD 83)
 EJ1094_MARKER: DB = BENCH MARK DISK
 EJ1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1094_STAMPING: G 163 1935
 EJ1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1094+STABILITY: SURFACE MOTION
 EJ1094
 EJ1094  HISTORY     - Date     Condition        Report By
 EJ1094  HISTORY     - 1935     MONUMENTED       CGS
 EJ1094
 EJ1094                          STATION DESCRIPTION
 EJ1094
 EJ1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1094'1.7 MI S FROM CEDAR GLADES.
 EJ1094'1.7 MILES SOUTH ALONG THE CRYSTAL SPRINGS ROAD FROM THE INTERSECTION
 EJ1094'OF THE BUCKVILLE-CEDAR GLADES ROAD AT CEDAR GLADES, GARLAND COUNTY,
 EJ1094'0.3 MILE SOUTH OF A FORD ACROSS OUACHITA RIVER AT ROCK SHOALS, AT THE
 EJ1094'SOUTHEAST BANK OF OUACHITA RIVER AT WILLOW SHOALS, 50 FEET SOUTHEAST
 EJ1094'OF THE CENTER LINE OF THE ROAD, 34.8 FEET NORTHWEST OF THE WEST CORNER
 EJ1094'OF THE JIM RYAN FARMHOUSE, 15.4 FEET SOUTHWEST OF AN 18-INCH WALNUT
 EJ1094'TREE, AND 1.3 FEET NORTHWEST OF THE WEST CORNER OF THE FRONT-YARD
 EJ1094'FENCE.  A STANDARD DISK, STAMPED G 163 1935 AND SET IN THE TOP OF A
 EJ1094'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0071 ***********************************************************************
 FG0071  DESIGNATION -  G 164
 FG0071  PID         -  FG0071
 FG0071  STATE/COUNTY-  AR/STONE
 FG0071  USGS QUAD   -  OLD LEXINGTON (1973)
 FG0071
 FG0071                         *CURRENT SURVEY CONTROL
 FG0071  ___________________________________________________________________
 FG0071* NAD 83(1986)-  35 43 11.     (N)    092 24 42.     (W)     SCALED    
 FG0071* NAVD 88     -       412.389  (meters)    1352.98   (feet)  ADJUSTED  
 FG0071  ___________________________________________________________________
 FG0071  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FG0071  DYNAMIC HT  -         412.004 (meters)    1351.72  (feet)  COMP
 FG0071  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 FG0071
 FG0071  VERT ORDER  -  SECOND    CLASS 0
 FG0071
 FG0071.The horizontal coordinates were scaled from a topographic map and have
 FG0071.an estimated accuracy of +/- 6 seconds.
 FG0071
 FG0071.The orthometric height was determined by differential leveling
 FG0071.and adjusted by the National Geodetic Survey in June 1991..
 FG0071
 FG0071.The geoid height was determined by GEOID03.
 FG0071
 FG0071.The dynamic height is computed by dividing the NAVD 88
 FG0071.geopotential number by the normal gravity value computed on the
 FG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0071.degrees latitude (g = 980.6199 gals.).
 FG0071
 FG0071.The modeled gravity was interpolated from observed gravity values.
 FG0071
 FG0071;                    North         East    Units  Estimated Accuracy
 FG0071;SPC AR N     -   153,890.      362,750.      MT  (+/- 180 meters Scaled)
 FG0071
 FG0071                          SUPERSEDED SURVEY CONTROL
 FG0071
 FG0071  NGVD 29 (??/??/92)  412.275  (m)         1352.61   (f) ADJ UNCH    2 0
 FG0071
 FG0071.Superseded values are not recommended for survey control.
 FG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0071.See file dsdata.txt to determine how the superseded data were derived.
 FG0071
 FG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV532530(NAD 83)
 FG0071_MARKER: DB = BENCH MARK DISK
 FG0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0071_STAMPING: G 164 1935
 FG0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0071+STABILITY: SURFACE MOTION
 FG0071
 FG0071  HISTORY     - Date     Condition        Report By
 FG0071  HISTORY     - 1935     MONUMENTED       CGS
 FG0071
 FG0071                          STATION DESCRIPTION
 FG0071
 FG0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0071'2 MI S FROM ARLBERG.
 FG0071'2 MILES SOUTH ALONG THE HOLLY MOUNTAIN ROAD FROM THE MISSOURI AND
 FG0071'NORTH ARKANSAS RAILWAY STATION AT ARLBERG, STONE COUNTY, 400 FEET
 FG0071'SOUTHWEST OF THE SOUTHWEST CORNER OF THE LEXINGTON SCHOOL, 200 FEET
 FG0071'EAST OF THE NORTHEAST CORNER OF THE C. R. FILES STORE, 46 FEET
 FG0071'NORTHWEST OF THE CENTER OF THE JUNCTION OF AN EAST-AND-WEST ROAD AT
 FG0071'THE CENTER OF A BRIDGE, 34 FEET WEST OF THE CENTERLINE OF THE HOLLY
 FG0071'MOUNTAIN ROAD, 46 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 FG0071'ROAD, 11 FEET WEST OF AN 8-INCH PERSIMMON TREE AT A FENCE CORNER, AND
 FG0071'1 FOOT SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED G
 FG0071'164 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1631 ***********************************************************************
 FF1631  DESIGNATION -  G 165
 FF1631  PID         -  FF1631
 FF1631  STATE/COUNTY-  AR/INDEPENDENCE
 FF1631  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1631
 FF1631                         *CURRENT SURVEY CONTROL
 FF1631  ___________________________________________________________________
 FF1631* NAD 83(1986)-  35 47 16.     (N)    091 37 18.     (W)     SCALED    
 FF1631* NAVD 88     -        83.847  (meters)     275.09   (feet)  ADJUSTED  
 FF1631  ___________________________________________________________________
 FF1631  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF1631  DYNAMIC HT  -          83.775 (meters)     274.85  (feet)  COMP
 FF1631  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 FF1631
 FF1631  VERT ORDER  -  SECOND    CLASS 0
 FF1631
 FF1631.The horizontal coordinates were scaled from a topographic map and have
 FF1631.an estimated accuracy of +/- 6 seconds.
 FF1631
 FF1631.The orthometric height was determined by differential leveling
 FF1631.and adjusted by the National Geodetic Survey in June 1991..
 FF1631
 FF1631.The geoid height was determined by GEOID03.
 FF1631
 FF1631.The dynamic height is computed by dividing the NAVD 88
 FF1631.geopotential number by the normal gravity value computed on the
 FF1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1631.degrees latitude (g = 980.6199 gals.).
 FF1631
 FF1631.The modeled gravity was interpolated from observed gravity values.
 FF1631
 FF1631;                    North         East    Units  Estimated Accuracy
 FF1631;SPC AR N     -   161,430.      434,200.      MT  (+/- 180 meters Scaled)
 FF1631
 FF1631                          SUPERSEDED SURVEY CONTROL
 FF1631
 FF1631  NGVD 29 (??/??/??)   83.775  (m)          274.85   (f) ADJUSTED    2 0
 FF1631
 FF1631.Superseded values are not recommended for survey control.
 FF1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1631.See file dsdata.txt to determine how the superseded data were derived.
 FF1631
 FF1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV245612(NAD 83)
 FF1631_MARKER: DB = BENCH MARK DISK
 FF1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1631_STAMPING: G 165 1955
 FF1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1631+STABILITY: SURFACE MOTION
 FF1631
 FF1631  HISTORY     - Date     Condition        Report By
 FF1631  HISTORY     - 1955     MONUMENTED       CGS
 FF1631  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1631
 FF1631                          STATION DESCRIPTION
 FF1631
 FF1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1631'2.4 MI NE FROM BATESVILLE.
 FF1631'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1631'AT BATESVILLE, THENCE 1.6 MILES NORTHEAST ALONG STATE HIGHWAY 11,
 FF1631'0.1 MILE SOUTHEAST OF A WHITE FARMHOUSE, 60.5 FEET WEST OF THE
 FF1631'CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF A POWER POLE, IN LINE
 FF1631'WITH A ROW OF POWER POLES, 21 FEET NORTHWEST OF AN F.A.P. CONCRETE
 FF1631'MARKER POST, 36 FEET NORTH OF THE CENTER OF A GATE, 2.4 FEET
 FF1631'EAST OF A FENCE, 3.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 FF1631'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FF1631
 FF1631                          STATION RECOVERY (1986)
 FF1631
 FF1631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0604 ***********************************************************************
 GE0604  DESIGNATION -  G 166
 GE0604  PID         -  GE0604
 GE0604  STATE/COUNTY-  AR/SHARP
 GE0604  USGS QUAD   -  STUART (1981)
 GE0604
 GE0604                         *CURRENT SURVEY CONTROL
 GE0604  ___________________________________________________________________
 GE0604* NAD 83(1986)-  36 16 54.     (N)    091 30 34.     (W)     SCALED    
 GE0604* NAVD 88     -       210.784  (meters)     691.55   (feet)  ADJUSTED  
 GE0604  ___________________________________________________________________
 GE0604  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE0604  DYNAMIC HT  -         210.606 (meters)     690.96  (feet)  COMP
 GE0604  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 GE0604
 GE0604  VERT ORDER  -  SECOND    CLASS 0
 GE0604
 GE0604.The horizontal coordinates were scaled from a topographic map and have
 GE0604.an estimated accuracy of +/- 6 seconds.
 GE0604
 GE0604.The orthometric height was determined by differential leveling
 GE0604.and adjusted by the National Geodetic Survey in June 1991..
 GE0604
 GE0604.The geoid height was determined by GEOID03.
 GE0604
 GE0604.The dynamic height is computed by dividing the NAVD 88
 GE0604.geopotential number by the normal gravity value computed on the
 GE0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0604.degrees latitude (g = 980.6199 gals.).
 GE0604
 GE0604.The modeled gravity was interpolated from observed gravity values.
 GE0604
 GE0604;                    North         East    Units  Estimated Accuracy
 GE0604;SPC AR N     -   216,270.      444,070.      MT  (+/- 180 meters Scaled)
 GE0604
 GE0604                          SUPERSEDED SURVEY CONTROL
 GE0604
 GE0604  NGVD 29 (??/??/92)  210.677  (m)          691.20   (f) ADJ UNCH    2 0
 GE0604
 GE0604.Superseded values are not recommended for survey control.
 GE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0604.See file dsdata.txt to determine how the superseded data were derived.
 GE0604
 GE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA338162(NAD 83)
 GE0604_MARKER: DB = BENCH MARK DISK
 GE0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0604_SP_SET: CULVERT
 GE0604_STAMPING: G 166 1955
 GE0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0604
 GE0604  HISTORY     - Date     Condition        Report By
 GE0604  HISTORY     - 1955     MONUMENTED       CGS
 GE0604
 GE0604                          STATION DESCRIPTION
 GE0604
 GE0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0604'3.8 MI SW FROM HARDY.
 GE0604'3.0 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 62 FROM THE ST.
 GE0604'LOUIS-SAN FRANCISCO RAILROAD STATION AT HARDY, THENCE 0.75 MILE
 GE0604'SOUTHWEST ALONG NEW U.S. HIGHWAY 62, 0.2 MILE NORTH OF A CURVE
 GE0604'IN THE HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GE0604'13 FEET NORTHWEST OF A POWER POLE, SET IN THE TOP OF THE SOUTH
 GE0604'END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0629 ***********************************************************************
 GE0629  DESIGNATION -  G 167
 GE0629  PID         -  GE0629
 GE0629  STATE/COUNTY-  AR/SHARP
 GE0629  USGS QUAD   -  ASH FLAT (1980)
 GE0629
 GE0629                         *CURRENT SURVEY CONTROL
 GE0629  ___________________________________________________________________
 GE0629* NAD 83(1986)-  36 09 06.     (N)    091 36 58.     (W)     SCALED    
 GE0629* NAVD 88     -       235.389  (meters)     772.27   (feet)  ADJUSTED  
 GE0629  ___________________________________________________________________
 GE0629  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GE0629  DYNAMIC HT  -         235.188 (meters)     771.61  (feet)  COMP
 GE0629  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GE0629
 GE0629  VERT ORDER  -  SECOND    CLASS 0
 GE0629
 GE0629.The horizontal coordinates were scaled from a topographic map and have
 GE0629.an estimated accuracy of +/- 6 seconds.
 GE0629
 GE0629.The orthometric height was determined by differential leveling
 GE0629.and adjusted by the National Geodetic Survey in June 1991..
 GE0629
 GE0629.The geoid height was determined by GEOID03.
 GE0629
 GE0629.The dynamic height is computed by dividing the NAVD 88
 GE0629.geopotential number by the normal gravity value computed on the
 GE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0629.degrees latitude (g = 980.6199 gals.).
 GE0629
 GE0629.The modeled gravity was interpolated from observed gravity values.
 GE0629
 GE0629;                    North         East    Units  Estimated Accuracy
 GE0629;SPC AR N     -   201,800.      434,550.      MT  (+/- 180 meters Scaled)
 GE0629
 GE0629                          SUPERSEDED SURVEY CONTROL
 GE0629
 GE0629  NGVD 29 (??/??/92)  235.286  (m)          771.93   (f) ADJ UNCH    2 0
 GE0629
 GE0629.Superseded values are not recommended for survey control.
 GE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0629.See file dsdata.txt to determine how the superseded data were derived.
 GE0629
 GE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA244016(NAD 83)
 GE0629_MARKER: DB = BENCH MARK DISK
 GE0629_SETTING: 66 = SET IN ROCK OUTCROP
 GE0629_SP_SET: ROCK OUTCROP
 GE0629_STAMPING: G 167 1955
 GE0629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0629+STABILITY: POSITION/ELEVATION WELL
 GE0629
 GE0629  HISTORY     - Date     Condition        Report By
 GE0629  HISTORY     - 1955     MONUMENTED       CGS
 GE0629
 GE0629                          STATION DESCRIPTION
 GE0629
 GE0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0629'6.5 MI N FROM EVENING SHADE.
 GE0629'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0629'EVENING SHADE, THENCE 6.25 MILES NORTH ALONG STATE HIGHWAY 11,
 GE0629'0.15 MILE NORTHWEST OF THE TOP OF A HILL, 0.1 MILE NORTHEAST OF A
 GE0629'FARMHOUSE, 141 FEET SOUTHWEST OF A POWER POLE, 164 FEET WEST OF
 GE0629'THE CENTER LINE OF THE HIGHWAY, 102 FEET WEST OF A FENCE, 102 FEET
 GE0629'WEST OF A WITNESS POST, 1.2 FEET ABOVE THE GROUND, 1.0 MILE
 GE0629'SOUTHWEST OF BENCH MARK T 166, SET IN THE TOP OF A 4 X 6 FOOT
 GE0629'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1190 ***********************************************************************
 EH1190  DESIGNATION -  G 168
 EH1190  PID         -  EH1190
 EH1190  STATE/COUNTY-  AR/MONROE
 EH1190  USGS QUAD   -  ULM (1968)
 EH1190
 EH1190                         *CURRENT SURVEY CONTROL
 EH1190  ___________________________________________________________________
 EH1190* NAD 83(1986)-  34 36 40.     (N)    091 24 46.     (W)     SCALED    
 EH1190* NAVD 88     -        62.370  (meters)     204.63   (feet)  ADJUSTED  
 EH1190  ___________________________________________________________________
 EH1190  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH1190  DYNAMIC HT  -          62.310 (meters)     204.43  (feet)  COMP
 EH1190  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 EH1190
 EH1190  VERT ORDER  -  FIRST     CLASS II
 EH1190
 EH1190.The horizontal coordinates were scaled from a topographic map and have
 EH1190.an estimated accuracy of +/- 6 seconds.
 EH1190
 EH1190.The orthometric height was determined by differential leveling
 EH1190.and adjusted by the National Geodetic Survey in June 1991..
 EH1190
 EH1190.The geoid height was determined by GEOID03.
 EH1190
 EH1190.The dynamic height is computed by dividing the NAVD 88
 EH1190.geopotential number by the normal gravity value computed on the
 EH1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1190.degrees latitude (g = 980.6199 gals.).
 EH1190
 EH1190.The modeled gravity was interpolated from observed gravity values.
 EH1190
 EH1190;                    North         East    Units  Estimated Accuracy
 EH1190;SPC AR S     -   615,820.      453,860.      MT  (+/- 180 meters Scaled)
 EH1190
 EH1190                          SUPERSEDED SURVEY CONTROL
 EH1190
 EH1190  NGVD 29 (??/??/??)   62.394  (m)          204.70   (f) ADJUSTED    1 2
 EH1190
 EH1190.Superseded values are not recommended for survey control.
 EH1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1190.See file dsdata.txt to determine how the superseded data were derived.
 EH1190
 EH1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU455310(NAD 83)
 EH1190_MARKER: DB = BENCH MARK DISK
 EH1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1190_SP_SET: BRIDGE
 EH1190_STAMPING: G 168 1955
 EH1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1190+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1190
 EH1190  HISTORY     - Date     Condition        Report By
 EH1190  HISTORY     - 1955     MONUMENTED       CGS
 EH1190  HISTORY     - 20030422 GOOD             USACE
 EH1190
 EH1190                          STATION DESCRIPTION
 EH1190
 EH1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1190'2.05 MI SW FROM ROE.
 EH1190'ABOUT 2.05 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1190'FROM THE STATION SIGN AT ROE, ABOUT 0.3 MILE NORTHEAST OF THE
 EH1190'PRAIRIE-MONROE COUNTY LINE, ABOUT 0.45 MILE NORTHEAST OF MILE POLE
 EH1190'223, ABOUT 30 YARDS NORTHWEST OF THE TRACK, 17 FEET SOUTHEAST OF
 EH1190'CENTER LINE OF U.S. HIGHWAY 79, IN THE TOP OF SOUTHEAST END OF
 EH1190'NORTHEAST ABUTMENT OF HIGHWAY CONCRETE BRIDGE OVER LA GRUE BAYOU, 0.3
 EH1190'FOOT SOUTHEAST OF END POST OF BRIDGE BANISTER AND ABOUT 1/2 FOOT ABOVE
 EH1190'LEVEL OF HIGHWAY.
 EH1190
 EH1190                          STATION RECOVERY (2003)
 EH1190
 EH1190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1160 ***********************************************************************
 EH1160  DESIGNATION -  G 169
 EH1160  PID         -  EH1160
 EH1160  STATE/COUNTY-  AR/ST FRANCIS
 EH1160  USGS QUAD   -  WHEATLEY (1971)
 EH1160
 EH1160                         *CURRENT SURVEY CONTROL
 EH1160  ___________________________________________________________________
 EH1160* NAD 83(1986)-  34 55 05.     (N)    091 05 25.     (W)     SCALED    
 EH1160* NAVD 88     -        63.711  (meters)     209.03   (feet)  ADJUSTED  
 EH1160  ___________________________________________________________________
 EH1160  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1160  DYNAMIC HT  -          63.653 (meters)     208.83  (feet)  COMP
 EH1160  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 EH1160
 EH1160  VERT ORDER  -  FIRST     CLASS II
 EH1160
 EH1160.The horizontal coordinates were scaled from a topographic map and have
 EH1160.an estimated accuracy of +/- 6 seconds.
 EH1160
 EH1160.The orthometric height was determined by differential leveling
 EH1160.and adjusted by the National Geodetic Survey in June 1991..
 EH1160
 EH1160.The geoid height was determined by GEOID03.
 EH1160
 EH1160.The dynamic height is computed by dividing the NAVD 88
 EH1160.geopotential number by the normal gravity value computed on the
 EH1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1160.degrees latitude (g = 980.6199 gals.).
 EH1160
 EH1160.The modeled gravity was interpolated from observed gravity values.
 EH1160
 EH1160;                    North         East    Units  Estimated Accuracy
 EH1160;SPC AR N     -    65,260.      483,130.      MT  (+/- 180 meters Scaled)
 EH1160
 EH1160                          SUPERSEDED SURVEY CONTROL
 EH1160
 EH1160  NGVD 29 (??/??/92)   63.711  (m)          209.03   (f) ADJ UNCH    1 2
 EH1160
 EH1160.Superseded values are not recommended for survey control.
 EH1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1160.See file dsdata.txt to determine how the superseded data were derived.
 EH1160
 EH1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU744656(NAD 83)
 EH1160_MARKER: DB = BENCH MARK DISK
 EH1160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1160_SP_SET: CULVERT
 EH1160_STAMPING: G 169 1955
 EH1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1160+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 EH1160
 EH1160  HISTORY     - Date     Condition        Report By
 EH1160  HISTORY     - 1955     MONUMENTED       CGS
 EH1160  HISTORY     - 20030421 GOOD             USACE
 EH1160
 EH1160                          STATION DESCRIPTION
 EH1160
 EH1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1160'1.35 MI NE FROM WHEATLEY.
 EH1160'ABOUT 1.35 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1160'RAILROAD FROM THE STATION AT WHEATLEY, ABOUT 0.15 MILE SOUTHWEST OF
 EH1160'MILE POLE 63 AND A ROAD CROSSING, 123 1/2 FEET SOUTHEAST OF SOUTHEAST
 EH1160'RAIL, 24 1/2 FEET NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 70, IN THE
 EH1160'TOP OF SOUTHWEST END OF NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE
 EH1160'CULVERT WITH PARTITION UNDER HIGHWAY 70 AND ABOUT LEVEL WITH HIGHWAY.
 EH1160
 EH1160                          STATION RECOVERY (2003)
 EH1160
 EH1160'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0534 ***********************************************************************
 GE0534  DESIGNATION -  G 17
 GE0534  PID         -  GE0534
 GE0534  STATE/COUNTY-  AR/IZARD
 GE0534  USGS QUAD   -  OXFORD (1984)
 GE0534
 GE0534                         *CURRENT SURVEY CONTROL
 GE0534  ___________________________________________________________________
 GE0534* NAD 83(1986)-  36 13 17.     (N)    091 55 42.     (W)     SCALED    
 GE0534* NAVD 88     -       247.415  (meters)     811.73   (feet)  ADJUSTED  
 GE0534  ___________________________________________________________________
 GE0534  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GE0534  DYNAMIC HT  -         247.205 (meters)     811.04  (feet)  COMP
 GE0534  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 GE0534
 GE0534  VERT ORDER  -  SECOND    CLASS 0
 GE0534
 GE0534.The horizontal coordinates were scaled from a topographic map and have
 GE0534.an estimated accuracy of +/- 6 seconds.
 GE0534
 GE0534.The orthometric height was determined by differential leveling
 GE0534.and adjusted by the National Geodetic Survey in June 1991..
 GE0534
 GE0534.The geoid height was determined by GEOID03.
 GE0534
 GE0534.The dynamic height is computed by dividing the NAVD 88
 GE0534.geopotential number by the normal gravity value computed on the
 GE0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0534.degrees latitude (g = 980.6199 gals.).
 GE0534
 GE0534.The modeled gravity was interpolated from observed gravity values.
 GE0534
 GE0534;                    North         East    Units  Estimated Accuracy
 GE0534;SPC AR N     -   209,470.      406,440.      MT  (+/- 180 meters Scaled)
 GE0534
 GE0534                          SUPERSEDED SURVEY CONTROL
 GE0534
 GE0534  NGVD 29 (??/??/92)  247.303  (m)          811.36   (f) ADJ UNCH    2 0
 GE0534
 GE0534.Superseded values are not recommended for survey control.
 GE0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0534.See file dsdata.txt to determine how the superseded data were derived.
 GE0534
 GE0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA963090(NAD 83)
 GE0534_MARKER: DB = BENCH MARK DISK
 GE0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0534_STAMPING: 811.360 G 17 1932
 GE0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0534+STABILITY: SURFACE MOTION
 GE0534
 GE0534  HISTORY     - Date     Condition        Report By
 GE0534  HISTORY     - 1932     MONUMENTED       CGS
 GE0534  HISTORY     - 1935     GOOD             NGS
 GE0534  HISTORY     - 20051011 MARK NOT FOUND   ARHD
 GE0534
 GE0534                          STATION DESCRIPTION
 GE0534
 GE0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0534'AT OXFORD.
 GE0534'AT OXFORD, IZARD COUNTY, 192 FEET NORTH OF THE CENTER LINE OF A
 GE0534'ROAD LEADING EAST, SOUTH OF A STORE, 64 FEET WEST OF THE SOUTHWEST
 GE0534'CORNER OF THE W.O. EDMONDSTON HOUSE, 42 FEET EAST OF THE CENTER
 GE0534'LINE OF THE HIGHWAY, AND 1 FOOT WEST OF THE SOUTHWEST CORNER
 GE0534'OF THE YARD.  A STANDARD DISK, STAMPED 811.360 G 17 1932 AND
 GE0534'SET IN THE TOP OF A CONCRETE POST.
 GE0534
 GE0534                          STATION RECOVERY (1935)
 GE0534
 GE0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0534'RECOVERED IN GOOD CONDITION.
 GE0534
 GE0534                          STATION RECOVERY (2005)
 GE0534
 GE0534'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GE0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0618 ***********************************************************************
 FF0618  DESIGNATION -  G 170
 FF0618  PID         -  FF0618
 FF0618  STATE/COUNTY-  AR/ST FRANCIS
 FF0618  USGS QUAD   -  MADISON (1993)
 FF0618
 FF0618                         *CURRENT SURVEY CONTROL
 FF0618  ___________________________________________________________________
 FF0618* NAD 83(1986)-  35 01 23.     (N)    090 41 10.     (W)     SCALED    
 FF0618* NAVD 88     -        62.637  (meters)     205.50   (feet)  ADJUSTED  
 FF0618  ___________________________________________________________________
 FF0618  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FF0618  DYNAMIC HT  -          62.580 (meters)     205.31  (feet)  COMP
 FF0618  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 FF0618
 FF0618  VERT ORDER  -  FIRST     CLASS II
 FF0618
 FF0618.The horizontal coordinates were scaled from a topographic map and have
 FF0618.an estimated accuracy of +/- 6 seconds.
 FF0618
 FF0618.The orthometric height was determined by differential leveling
 FF0618.and adjusted by the National Geodetic Survey in June 1991..
 FF0618
 FF0618.The geoid height was determined by GEOID03.
 FF0618
 FF0618.The dynamic height is computed by dividing the NAVD 88
 FF0618.geopotential number by the normal gravity value computed on the
 FF0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0618.degrees latitude (g = 980.6199 gals.).
 FF0618
 FF0618.The modeled gravity was interpolated from observed gravity values.
 FF0618
 FF0618;                    North         East    Units  Estimated Accuracy
 FF0618;SPC AR N     -    77,320.      519,900.      MT  (+/- 180 meters Scaled)
 FF0618
 FF0618                          SUPERSEDED SURVEY CONTROL
 FF0618
 FF0618  NGVD 29 (??/??/??)   62.621  (m)          205.45   (f) ADJUSTED    1 2
 FF0618
 FF0618.Superseded values are not recommended for survey control.
 FF0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0618.See file dsdata.txt to determine how the superseded data were derived.
 FF0618
 FF0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU111780(NAD 83)
 FF0618_MARKER: DB = BENCH MARK DISK
 FF0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0618_STAMPING: G 170 1955
 FF0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0618+STABILITY: SURFACE MOTION
 FF0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0618+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2003
 FF0618
 FF0618  HISTORY     - Date     Condition        Report By
 FF0618  HISTORY     - 1955     MONUMENTED       CGS
 FF0618  HISTORY     - 1957     GOOD             USGS
 FF0618  HISTORY     - 20030514 GOOD             USACE
 FF0618
 FF0618                          STATION DESCRIPTION
 FF0618
 FF0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0618'AT WIDENER.
 FF0618'AT WIDENER, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FF0618'ABOUT 80 YARDS WEST OF STATION SIGN, ABOUT 125 YARDS WEST OF
 FF0618'CROSSING OF STATE HIGHWAYS 38 AND 50, 64 FEET NORTHWEST OF
 FF0618'NORTHWEST RAIL OF A SIDING, 97 FEET NORTHWEST OF NORTHWEST RAIL
 FF0618'OF MAIN TRACK, 51 1/2 FEET NORTHWEST OF NORTHWEST POLE OF TWIN
 FF0618'POLE NO. 1709 1/2, 112 FEET WEST OF NORTHWEST POLE OF TWIN POLE
 FF0618'NO. 1709, 59 1/2 FEET SOUTH OF SOUTH CORNER OF A RED BRICK
 FF0618'BUILDING OF TELEPHONE COMPANY, 2.8 FEET EAST OF SOUTH CORNER OF
 FF0618'A WIRE FENCE AROUND TELEPHONE COMPANY BUILDING, 2 FEET SOUTHWEST
 FF0618'OF A WHITE WOODEN WITNESS POST, ABOUT 7 FEET BELOW LEVEL OF
 FF0618'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0618
 FF0618                          STATION RECOVERY (1957)
 FF0618
 FF0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FF0618'RECOVERED IN GOOD CONDITION.
 FF0618
 FF0618                          STATION RECOVERY (2003)
 FF0618
 FF0618'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1084 ***********************************************************************
 EH1084  DESIGNATION -  G 171
 EH1084  PID         -  EH1084
 EH1084  STATE/COUNTY-  AR/MONROE
 EH1084  USGS QUAD   -  PINE CITY (1971)
 EH1084
 EH1084                         *CURRENT SURVEY CONTROL
 EH1084  ___________________________________________________________________
 EH1084* NAD 83(1986)-  34 34 12.     (N)    091 01 20.     (W)     SCALED    
 EH1084* NAVD 88     -        54.457  (meters)     178.66   (feet)  ADJUSTED  
 EH1084  ___________________________________________________________________
 EH1084  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1084  DYNAMIC HT  -          54.405 (meters)     178.49  (feet)  COMP
 EH1084  MODELED GRAV-     979,682.0   (mgal)                       NAVD 88
 EH1084
 EH1084  VERT ORDER  -  FIRST     CLASS II
 EH1084
 EH1084.The horizontal coordinates were scaled from a topographic map and have
 EH1084.an estimated accuracy of +/- 6 seconds.
 EH1084
 EH1084.The orthometric height was determined by differential leveling
 EH1084.and adjusted by the National Geodetic Survey in June 1991..
 EH1084
 EH1084.The geoid height was determined by GEOID03.
 EH1084
 EH1084.The dynamic height is computed by dividing the NAVD 88
 EH1084.geopotential number by the normal gravity value computed on the
 EH1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1084.degrees latitude (g = 980.6199 gals.).
 EH1084
 EH1084.The modeled gravity was interpolated from observed gravity values.
 EH1084
 EH1084;                    North         East    Units  Estimated Accuracy
 EH1084;SPC AR S     -   611,540.      489,720.      MT  (+/- 180 meters Scaled)
 EH1084
 EH1084                          SUPERSEDED SURVEY CONTROL
 EH1084
 EH1084  NGVD 29 (??/??/??)   54.486  (m)          178.76   (f) ADJUSTED    1 2
 EH1084
 EH1084.Superseded values are not recommended for survey control.
 EH1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1084.See file dsdata.txt to determine how the superseded data were derived.
 EH1084
 EH1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU814271(NAD 83)
 EH1084_MARKER: DB = BENCH MARK DISK
 EH1084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1084_SP_SET: MONUMENT
 EH1084_STAMPING: G 171 1956
 EH1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1084+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 EH1084
 EH1084  HISTORY     - Date     Condition        Report By
 EH1084  HISTORY     - 1956     MONUMENTED       CGS
 EH1084  HISTORY     - 1971     GOOD             NGS
 EH1084  HISTORY     - 20030423 GOOD             USACE
 EH1084
 EH1084                          STATION DESCRIPTION
 EH1084
 EH1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EH1084'2.45 MI E FROM PALMER.
 EH1084'ABOUT 2.45 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1084'CROSSING AT PALMER, AT POSTELLE, ACROSS STATE ROUTE 39F EAST-SOUTHEAST
 EH1084'OF THE POST OFFICE IN POSTELLE, 134 FEET EAST OF A ROAD CROSSING, 28
 EH1084'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 39F, 25.3 FEET
 EH1084'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, ABOUT 1 FOOT BELOW THE
 EH1084'LEVEL OF THE TRACK, AND 0.8 OF A FOOT NORTH OF A METAL WITNESS POST
 EH1084'AND SIGN.  A STANDARD C AND GS BENCH MARK DISK SET IN THE TOP OF A
 EH1084'CONCRETE MONUMENT AND THE DISK IS STAMPED G 171 1956.
 EH1084
 EH1084                          STATION RECOVERY (2003)
 EH1084
 EH1084'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1084'MARK IS GPS USABLE IN WINTER MONTHS. FOILAGE WILL DISCOURAGE.
 EH1084' 
 EH1084'MARK IS IN PHILLIPS COUNTY, NOT MONROE AS STATED ON DATASHEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0193 ***********************************************************************
 FF0193  DESIGNATION -  G 173
 FF0193  PID         -  FF0193
 FF0193  STATE/COUNTY-  AR/ST FRANCIS
 FF0193  USGS QUAD   -  CHATFIELD (1992)
 FF0193
 FF0193                         *CURRENT SURVEY CONTROL
 FF0193  ___________________________________________________________________
 FF0193* NAD 83(1986)-  35 05 11.     (N)    090 28 16.     (W)     SCALED    
 FF0193* NAVD 88     -        60.427  (meters)     198.25   (feet)  ADJUSTED  
 FF0193  ___________________________________________________________________
 FF0193  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF0193  DYNAMIC HT  -          60.373 (meters)     198.07  (feet)  COMP
 FF0193  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FF0193
 FF0193  VERT ORDER  -  FIRST     CLASS II
 FF0193
 FF0193.The horizontal coordinates were scaled from a topographic map and have
 FF0193.an estimated accuracy of +/- 6 seconds.
 FF0193
 FF0193.The orthometric height was determined by differential leveling
 FF0193.and adjusted by the National Geodetic Survey in June 1991..
 FF0193
 FF0193.The geoid height was determined by GEOID03.
 FF0193
 FF0193.The dynamic height is computed by dividing the NAVD 88
 FF0193.geopotential number by the normal gravity value computed on the
 FF0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0193.degrees latitude (g = 980.6199 gals.).
 FF0193
 FF0193.The modeled gravity was interpolated from observed gravity values.
 FF0193
 FF0193;                    North         East    Units  Estimated Accuracy
 FF0193;SPC AR N     -    84,630.      539,410.      MT  (+/- 180 meters Scaled)
 FF0193
 FF0193                          SUPERSEDED SURVEY CONTROL
 FF0193
 FF0193  NGVD 29 (??/??/??)   60.406  (m)          198.18   (f) ADJUSTED    1 2
 FF0193
 FF0193.Superseded values are not recommended for survey control.
 FF0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0193.See file dsdata.txt to determine how the superseded data were derived.
 FF0193
 FF0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU305855(NAD 83)
 FF0193_MARKER: DB = BENCH MARK DISK
 FF0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0193_STAMPING: G 173 1956
 FF0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0193+STABILITY: SURFACE MOTION
 FF0193
 FF0193  HISTORY     - Date     Condition        Report By
 FF0193  HISTORY     - 1956     MONUMENTED       CGS
 FF0193  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0193  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0193
 FF0193                          STATION DESCRIPTION
 FF0193
 FF0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0193'2 MI NE FROM HETH.
 FF0193'ABOUT 0.9 MILE EAST AND NORTH ALONG STATE HIGHWAY 149 FROM THE
 FF0193'CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT
 FF0193'HETH, THENCE ABOUT 1.1 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.85
 FF0193'MILE WEST OF JUNCTION OF A NORTH-SOUTH GRAVEL ROAD, 23 FEET SOUTH
 FF0193'OF CENTER LINE OF ROAD, 1 1/2 FEET NORTH-NORTHWEST OF A POWER
 FF0193'POLE WITH TRANSFORMER, 176 FEET WEST OF CENTER OF JUNCTION OF
 FF0193'A DRIVE SOUTH TO A FRAME HOUSE, ABOUT 1/2 FOOT BELOW LEVEL OF
 FF0193'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0193
 FF0193                          STATION RECOVERY (1977)
 FF0193
 FF0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0193'MARK NOT FOUND.
 FF0193
 FF0193                          STATION RECOVERY (1977)
 FF0193
 FF0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0110 ***********************************************************************
 FF0110  DESIGNATION -  G 174
 FF0110  PID         -  FF0110
 FF0110  STATE/COUNTY-  AR/POINSETT
 FF0110  USGS QUAD   -  TYRONZA (1974)
 FF0110
 FF0110                         *CURRENT SURVEY CONTROL
 FF0110  ___________________________________________________________________
 FF0110* NAD 83(1986)-  35 28 56.     (N)    090 20 36.     (W)     SCALED    
 FF0110* NAVD 88     -        66.282  (meters)     217.46   (feet)  ADJUSTED  
 FF0110  ___________________________________________________________________
 FF0110  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FF0110  DYNAMIC HT  -          66.224 (meters)     217.27  (feet)  COMP
 FF0110  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 FF0110
 FF0110  VERT ORDER  -  FIRST     CLASS II
 FF0110
 FF0110.The horizontal coordinates were scaled from a topographic map and have
 FF0110.an estimated accuracy of +/- 6 seconds.
 FF0110
 FF0110.The orthometric height was determined by differential leveling
 FF0110.and adjusted by the National Geodetic Survey in June 1991..
 FF0110
 FF0110.The geoid height was determined by GEOID03.
 FF0110
 FF0110.The dynamic height is computed by dividing the NAVD 88
 FF0110.geopotential number by the normal gravity value computed on the
 FF0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0110.degrees latitude (g = 980.6199 gals.).
 FF0110
 FF0110.The modeled gravity was interpolated from observed gravity values.
 FF0110
 FF0110;                    North         East    Units  Estimated Accuracy
 FF0110;SPC AR N     -   128,720.      550,330.      MT  (+/- 180 meters Scaled)
 FF0110
 FF0110                          SUPERSEDED SURVEY CONTROL
 FF0110
 FF0110  NGVD 29 (10/05/93)   66.246  (m)          217.34   (f) ADJUSTED    1 2
 FF0110
 FF0110.Superseded values are not recommended for survey control.
 FF0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0110.See file dsdata.txt to determine how the superseded data were derived.
 FF0110
 FF0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV410297(NAD 83)
 FF0110_MARKER: DB = BENCH MARK DISK
 FF0110_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0110_SP_SET: PIER
 FF0110_STAMPING: G 174 1956
 FF0110_MARK LOGO: CGS   
 FF0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0110+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF0110
 FF0110  HISTORY     - Date     Condition        Report By
 FF0110  HISTORY     - 1956     MONUMENTED       CGS
 FF0110  HISTORY     - 19920321 GOOD             NGS
 FF0110  HISTORY     - 20021016 GOOD             USACE
 FF0110
 FF0110                          STATION DESCRIPTION
 FF0110
 FF0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0110'1.1 MI SE FROM TYRONZA.
 FF0110'1.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0110'FROM THE STATION AT TYRONZA, ACROSS TRACK FROM MILEAGE TELEPHONE
 FF0110'POLE NO. 453/4, ABOUT 26 YARDS SOUTHWEST OF CENTER OF TRACK,
 FF0110'10 1/2 FEET NORTHEAST OF CENTER LINE OF OLD U.S. HIGHWAY 63, IN
 FF0110'THE TOP AND 1 FOOT SOUTH OF NORTH CORNER OF CONCRETE PIER UNDER
 FF0110'THE NORTHWEST END OF CENTER STEEL SPAN OF A BRIDGE UNDER OLD
 FF0110'HIGHWAY, 86 YARDS SOUTHEAST OF CENTER OF JUNCTION OF OLD HIGHWAY
 FF0110'AND A ROAD LEADING SOUTHEAST UNDER RAILROAD TRESTLE NO. 453.1,
 FF0110'AND ABOUT 1 1/2 FEET BELOW LEVEL OF BRIDGE FLOOR.
 FF0110
 FF0110                          STATION RECOVERY (1992)
 FF0110
 FF0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0110'1.8 KM (1.10 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF0110'FROM THE JUNCTION OF MAIN STREET IN TYRONZA, IN TOP OF AND 0.3 M
 FF0110'(1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE 1ST CONCRETE PIER
 FF0110'SOUTHEAST OF THE NORTHWEST ABUTMENT OF AN ABANDONED HIGHWAY BRIDGE
 FF0110'SPANNING DITCH NUMBER 6, 46.0 M (150.9 FT) SOUTHWEST OF THE  WEST
 FF0110'CORNER OF RAILROAD TRESTLE NUMBER 453.2, 45.0 M (147.6 FT) SOUTHWEST
 FF0110'OF THE NEAR RAIL, 9.6 M (31.5 FT) SOUTHEAST OF THE NORTHWEST
 FF0110'ABUTMENT, 3.4 M (11.2 FT) NORTHEAST OF THE CENTER OF THE ABANDONED
 FF0110'HIGHWAY, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 FF0110
 FF0110                          STATION RECOVERY (2002)
 FF0110
 FF0110'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0519 ***********************************************************************
 FF0519  DESIGNATION -  G 175
 FF0519  PID         -  FF0519
 FF0519  STATE/COUNTY-  AR/ST FRANCIS
 FF0519  USGS QUAD   -  FORREST CITY (1976)
 FF0519
 FF0519                         *CURRENT SURVEY CONTROL
 FF0519  ___________________________________________________________________
 FF0519* NAD 83(1986)-  35 07 04.     (N)    090 48 57.     (W)     SCALED    
 FF0519* NAVD 88     -        71.965  (meters)     236.11   (feet)  ADJUSTED  
 FF0519  ___________________________________________________________________
 FF0519  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FF0519  DYNAMIC HT  -          71.899 (meters)     235.89  (feet)  COMP
 FF0519  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 FF0519
 FF0519  VERT ORDER  -  FIRST     CLASS II
 FF0519
 FF0519.The horizontal coordinates were scaled from a topographic map and have
 FF0519.an estimated accuracy of +/- 6 seconds.
 FF0519
 FF0519.The orthometric height was determined by differential leveling
 FF0519.and adjusted by the National Geodetic Survey in June 1991..
 FF0519
 FF0519.The geoid height was determined by GEOID03.
 FF0519
 FF0519.The dynamic height is computed by dividing the NAVD 88
 FF0519.geopotential number by the normal gravity value computed on the
 FF0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0519.degrees latitude (g = 980.6199 gals.).
 FF0519
 FF0519.The modeled gravity was interpolated from observed gravity values.
 FF0519
 FF0519;                    North         East    Units  Estimated Accuracy
 FF0519;SPC AR N     -    87,680.      507,940.      MT  (+/- 180 meters Scaled)
 FF0519
 FF0519                          SUPERSEDED SURVEY CONTROL
 FF0519
 FF0519  NGVD 29 (??/??/??)   71.940  (m)          236.02   (f) ADJUSTED    1 2
 FF0519
 FF0519.Superseded values are not recommended for survey control.
 FF0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0519.See file dsdata.txt to determine how the superseded data were derived.
 FF0519
 FF0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU990882(NAD 83)
 FF0519_MARKER: DB = BENCH MARK DISK
 FF0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0519_STAMPING: G 175 1956
 FF0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0519+STABILITY: SURFACE MOTION
 FF0519
 FF0519  HISTORY     - Date     Condition        Report By
 FF0519  HISTORY     - 1956     MONUMENTED       CGS
 FF0519  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0519
 FF0519                          STATION DESCRIPTION
 FF0519
 FF0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0519'1 MI S FROM COLT.
 FF0519'ABOUT 1.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0519'THE ROAD CROSSING AT COLT, AT A FIELD ROAD CROSSING, 46 1/2 FEET
 FF0519'WEST OF WEST RAIL, 76 FEET WEST OF AND ACROSS TRACK FROM TELEPHONE
 FF0519'POLE NO. 287/25, 101 FEET SOUTHWEST OF CENTER OF FIELD ROAD
 FF0519'CROSSING, 86 1/2 FEET SOUTH OF CENTER OF FIELD ROAD AND CENTER OF
 FF0519'A GATE IN FENCE LINE, 77 FEET SOUTH OF SOUTH END OF A 30-INCH PIPE
 FF0519'CULVERT UNDER FIELD ROAD, 141 FEET NORTHWEST OF NORTHWEST CORNER
 FF0519'OF TRESTLE NO. 287.9, 1 FOOT EAST OF A FENCE LINE, 6 1/2 FEET SOUTH
 FF0519'OF TELEPHONE POLE NO. 1843, ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK AND
 FF0519'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0519
 FF0519                          STATION RECOVERY (1981)
 FF0519
 FF0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1256 ***********************************************************************
 EH1256  DESIGNATION -  G 176
 EH1256  PID         -  EH1256
 EH1256  STATE/COUNTY-  AR/LEE
 EH1256  USGS QUAD   -  GARRETT GROVE (1971)
 EH1256
 EH1256                         *CURRENT SURVEY CONTROL
 EH1256  ___________________________________________________________________
 EH1256* NAD 83(1986)-  34 51 31.     (N)    091 02 25.     (W)     SCALED    
 EH1256* NAVD 88     -        59.725  (meters)     195.95   (feet)  ADJUSTED  
 EH1256  ___________________________________________________________________
 EH1256  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1256  DYNAMIC HT  -          59.671 (meters)     195.77  (feet)  COMP
 EH1256  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 EH1256
 EH1256  VERT ORDER  -  FIRST     CLASS II
 EH1256
 EH1256.The horizontal coordinates were scaled from a topographic map and have
 EH1256.an estimated accuracy of +/- 6 seconds.
 EH1256
 EH1256.The orthometric height was determined by differential leveling
 EH1256.and adjusted by the National Geodetic Survey in June 1991..
 EH1256
 EH1256.The geoid height was determined by GEOID03.
 EH1256
 EH1256.The dynamic height is computed by dividing the NAVD 88
 EH1256.geopotential number by the normal gravity value computed on the
 EH1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1256.degrees latitude (g = 980.6199 gals.).
 EH1256
 EH1256.The modeled gravity was interpolated from observed gravity values.
 EH1256
 EH1256;                    North         East    Units  Estimated Accuracy
 EH1256;SPC AR S     -   643,540.      487,760.      MT  (+/- 180 meters Scaled)
 EH1256
 EH1256                          SUPERSEDED SURVEY CONTROL
 EH1256
 EH1256  NGVD 29 (??/??/??)   59.728  (m)          195.96   (f) ADJUSTED    1 2
 EH1256
 EH1256.Superseded values are not recommended for survey control.
 EH1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1256.See file dsdata.txt to determine how the superseded data were derived.
 EH1256
 EH1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU791591(NAD 83)
 EH1256_MARKER: DB = BENCH MARK DISK
 EH1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1256_STAMPING: G 176 1955
 EH1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1256+STABILITY: SURFACE MOTION
 EH1256
 EH1256  HISTORY     - Date     Condition        Report By
 EH1256  HISTORY     - 1955     MONUMENTED       CGS
 EH1256
 EH1256                          STATION DESCRIPTION
 EH1256
 EH1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1256'6.1 MI NW FROM MORO.
 EH1256'ABOUT 5.15 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH1256'AT MORO, THENCE ABOUT 0.95 MILE NORTHWEST AND WEST ALONG A DIRT ROAD,
 EH1256'ABOUT 0.5 MILE NORTH OF A RIGHT ANGLE TURN IN ROAD TANGENTS EXTENDING
 EH1256'WEST AND NORTH, ON THE OUTSIDE OF A TURN IN ROAD WITH TANGENTS
 EH1256'EXTENDING EAST AND SOUTH, 50 FEET NORTHWEST OF CENTER LINE OF ROAD, 34
 EH1256'FEET WEST OF A LONE 40-INCH OAK TREE, 48 FEET NORTH OF A FENCE CORNER,
 EH1256'2 1/2 FEET EAST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 EH1256'WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 EH1256'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1289 ***********************************************************************
 FF1289  DESIGNATION -  G 177
 FF1289  PID         -  FF1289
 FF1289  STATE/COUNTY-  AR/WOODRUFF
 FF1289  USGS QUAD   -  HUNTER EAST (1993)
 FF1289
 FF1289                         *CURRENT SURVEY CONTROL
 FF1289  ___________________________________________________________________
 FF1289* NAD 83(1986)-  35 02 17.     (N)    091 06 57.     (W)     SCALED    
 FF1289* NAVD 88     -        63.496  (meters)     208.32   (feet)  ADJUSTED  
 FF1289  ___________________________________________________________________
 FF1289  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FF1289  DYNAMIC HT  -          63.439 (meters)     208.13  (feet)  COMP
 FF1289  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FF1289
 FF1289  VERT ORDER  -  FIRST     CLASS II
 FF1289
 FF1289.The horizontal coordinates were scaled from a topographic map and have
 FF1289.an estimated accuracy of +/- 6 seconds.
 FF1289
 FF1289.The orthometric height was determined by differential leveling
 FF1289.and adjusted by the National Geodetic Survey in June 1991..
 FF1289
 FF1289.The geoid height was determined by GEOID03.
 FF1289
 FF1289.The dynamic height is computed by dividing the NAVD 88
 FF1289.geopotential number by the normal gravity value computed on the
 FF1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1289.degrees latitude (g = 980.6199 gals.).
 FF1289
 FF1289.The modeled gravity was interpolated from observed gravity values.
 FF1289
 FF1289;                    North         East    Units  Estimated Accuracy
 FF1289;SPC AR N     -    78,550.      480,670.      MT  (+/- 180 meters Scaled)
 FF1289
 FF1289                          SUPERSEDED SURVEY CONTROL
 FF1289
 FF1289  NGVD 29 (??/??/??)   63.481  (m)          208.27   (f) ADJUSTED    1 2
 FF1289
 FF1289.Superseded values are not recommended for survey control.
 FF1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1289.See file dsdata.txt to determine how the superseded data were derived.
 FF1289
 FF1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718788(NAD 83)
 FF1289_MARKER: DB = BENCH MARK DISK
 FF1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1289_STAMPING: G 177 1955
 FF1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1289+STABILITY: SURFACE MOTION
 FF1289
 FF1289  HISTORY     - Date     Condition        Report By
 FF1289  HISTORY     - 1955     MONUMENTED       CGS
 FF1289  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1289
 FF1289                          STATION DESCRIPTION
 FF1289
 FF1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1289'1.1 MI S FROM HUNTER.
 FF1289'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 FF1289'HUNTER, THENCE ABOUT 0.1 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT
 FF1289'0.5 MILE SOUTH OF JUNCTION OF A ROAD EAST, 28 1/2 FEET WEST OF
 FF1289'CENTER LINE OF ROAD, 34 FEET NORTHWEST OF CENTER OF JUNCTION OF
 FF1289'A PRIVATE ROAD WEST, 16 FEET NORTH OF CENTER LINE OF PRIVATE
 FF1289'ROAD, 4 1/2 FEET WEST OF A POWER POLE WITH A BRANCH LINE WEST,
 FF1289'3 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE LINE
 FF1289'WEST, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 FF1289'FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF1289'PROJECTING 4 INCHES.  NOTE-- AREA IS NOW A CULTURED FIELD.
 FF1289
 FF1289                          STATION RECOVERY (1970)
 FF1289
 FF1289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1267 ***********************************************************************
 FF1267  DESIGNATION -  G 178
 FF1267  PID         -  FF1267
 FF1267  STATE/COUNTY-  AR/CROSS
 FF1267  USGS QUAD   -  FAIR OAKS (1971)
 FF1267
 FF1267                         *CURRENT SURVEY CONTROL
 FF1267  ___________________________________________________________________
 FF1267* NAD 83(1986)-  35 14 05.     (N)    091 01 57.     (W)     SCALED    
 FF1267* NAVD 88     -        66.525  (meters)     218.26   (feet)  ADJUSTED  
 FF1267  ___________________________________________________________________
 FF1267  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1267  DYNAMIC HT  -          66.465 (meters)     218.06  (feet)  COMP
 FF1267  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 FF1267
 FF1267  VERT ORDER  -  FIRST     CLASS II
 FF1267
 FF1267.The horizontal coordinates were scaled from a topographic map and have
 FF1267.an estimated accuracy of +/- 6 seconds.
 FF1267
 FF1267.The orthometric height was determined by differential leveling
 FF1267.and adjusted by the National Geodetic Survey in June 1991..
 FF1267
 FF1267.The geoid height was determined by GEOID03.
 FF1267
 FF1267.The dynamic height is computed by dividing the NAVD 88
 FF1267.geopotential number by the normal gravity value computed on the
 FF1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1267.degrees latitude (g = 980.6199 gals.).
 FF1267
 FF1267.The modeled gravity was interpolated from observed gravity values.
 FF1267
 FF1267;                    North         East    Units  Estimated Accuracy
 FF1267;SPC AR N     -   100,430.      488,060.      MT  (+/- 180 meters Scaled)
 FF1267
 FF1267                          SUPERSEDED SURVEY CONTROL
 FF1267
 FF1267  NGVD 29 (??/??/??)   66.490  (m)          218.14   (f) ADJUSTED    1 2
 FF1267
 FF1267.Superseded values are not recommended for survey control.
 FF1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1267.See file dsdata.txt to determine how the superseded data were derived.
 FF1267
 FF1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV790008(NAD 83)
 FF1267_MARKER: DB = BENCH MARK DISK
 FF1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1267_STAMPING: G 178 1956
 FF1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1267+STABILITY: SURFACE MOTION
 FF1267
 FF1267  HISTORY     - Date     Condition        Report By
 FF1267  HISTORY     - 1956     MONUMENTED       CGS
 FF1267  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1267
 FF1267                          STATION DESCRIPTION
 FF1267
 FF1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1267'0.6 MI SW FROM FAIROAKS.
 FF1267'0.6 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1267'THE STATION AT FAIROAKS, ABOUT 0.2 MILE SOUTH OF MILE POLE 173,
 FF1267'30 FEET EAST OF EAST RAIL OF MAIN TRACK, 65 FEET SOUTHEAST OF
 FF1267'CENTER OF A ROAD CROSSING, 41 FEET SOUTHWEST OF CENTER LINE OF
 FF1267'PRIVATE ROAD SOUTHEAST, 17 FEET WEST OF CENTER LINE OF A ROAD
 FF1267'PARALLELING THE TRACK TO THE SOUTH, 8 FEET SOUTH OF TELEPHONE
 FF1267'POLE NO. 173/7 AND IN LINE WITH ROW OF POLES, 2 FEET SOUTH OF A
 FF1267'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND
 FF1267'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF1267
 FF1267                          STATION RECOVERY (2003)
 FF1267
 FF1267'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0007 ***********************************************************************
 FF0007  DESIGNATION -  G 179
 FF0007  PID         -  FF0007
 FF0007  STATE/COUNTY-  AR/POINSETT
 FF0007  USGS QUAD   -  MARKED TREE (1983)
 FF0007
 FF0007                         *CURRENT SURVEY CONTROL
 FF0007  ___________________________________________________________________
 FF0007* NAD 83(1986)-  35 35 14.     (N)    090 27 17.     (W)     SCALED    
 FF0007* NAVD 88     -        68.019  (meters)     223.16   (feet)  ADJUSTED  
 FF0007  ___________________________________________________________________
 FF0007  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF0007  DYNAMIC HT  -          67.959 (meters)     222.96  (feet)  COMP
 FF0007  MODELED GRAV-     979,759.1   (mgal)                       NAVD 88
 FF0007
 FF0007  VERT ORDER  -  FIRST     CLASS II
 FF0007
 FF0007.The horizontal coordinates were scaled from a topographic map and have
 FF0007.an estimated accuracy of +/- 6 seconds.
 FF0007
 FF0007.The orthometric height was determined by differential leveling
 FF0007.and adjusted by the National Geodetic Survey in June 1991..
 FF0007
 FF0007.The geoid height was determined by GEOID03.
 FF0007
 FF0007.The dynamic height is computed by dividing the NAVD 88
 FF0007.geopotential number by the normal gravity value computed on the
 FF0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0007.degrees latitude (g = 980.6199 gals.).
 FF0007
 FF0007.The modeled gravity was interpolated from observed gravity values.
 FF0007
 FF0007;                    North         East    Units  Estimated Accuracy
 FF0007;SPC AR N     -   140,210.      540,040.      MT  (+/- 180 meters Scaled)
 FF0007
 FF0007                          SUPERSEDED SURVEY CONTROL
 FF0007
 FF0007  NGVD 29 (??/??/??)   67.948  (m)          222.93   (f) ADJUSTED    1 2
 FF0007
 FF0007.Superseded values are not recommended for survey control.
 FF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0007.See file dsdata.txt to determine how the superseded data were derived.
 FF0007
 FF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV306411(NAD 83)
 FF0007_MARKER: DB = BENCH MARK DISK
 FF0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0007_SP_SET: PIER
 FF0007_STAMPING: G 179 1956
 FF0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0007
 FF0007  HISTORY     - Date     Condition        Report By
 FF0007  HISTORY     - 1956     MONUMENTED       CGS
 FF0007
 FF0007                          STATION DESCRIPTION
 FF0007
 FF0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0007'4.1 MI NW FROM MARKED TREE.
 FF0007'ABOUT 4.1 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0007'RAILWAY FROM THE STATION AT MARKED TREE, ABOUT 1.15 MILES
 FF0007'SOUTHEAST OF FLAG STATION AT OAK DONIC, IN THE TOP OF EAST CORNER
 FF0007'OF NORTHEAST END OF CONCRETE PIER NEAR SOUTHEAST END OF RAILROAD
 FF0007'TRESTLE NO. 443.1, 4 FEET NORTHEAST OF NORTHEAST RAIL, 41 FEET
 FF0007'NORTHWEST OF SOUTHEAST END OF TRESTLE, 1 FOOT WEST OF EAST CORNER
 FF0007'OF PIER AND 8 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0025 ***********************************************************************
 FG0025  DESIGNATION -  G 18
 FG0025  PID         -  FG0025
 FG0025  STATE/COUNTY-  AR/STONE
 FG0025  USGS QUAD   -  SHIRLEY (1981)
 FG0025
 FG0025                         *CURRENT SURVEY CONTROL
 FG0025  ___________________________________________________________________
 FG0025* NAD 83(1986)-  35 42 55.     (N)    092 16 31.     (W)     SCALED    
 FG0025* NAVD 88     -       398.528  (meters)    1307.50   (feet)  ADJUSTED  
 FG0025  ___________________________________________________________________
 FG0025  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FG0025  DYNAMIC HT  -         398.159 (meters)    1306.29  (feet)  COMP
 FG0025  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 FG0025
 FG0025  VERT ORDER  -  SECOND    CLASS 0
 FG0025
 FG0025.The horizontal coordinates were scaled from a topographic map and have
 FG0025.an estimated accuracy of +/- 6 seconds.
 FG0025
 FG0025.The orthometric height was determined by differential leveling
 FG0025.and adjusted by the National Geodetic Survey in June 1991..
 FG0025
 FG0025.The geoid height was determined by GEOID03.
 FG0025
 FG0025.The dynamic height is computed by dividing the NAVD 88
 FG0025.geopotential number by the normal gravity value computed on the
 FG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0025.degrees latitude (g = 980.6199 gals.).
 FG0025
 FG0025.The modeled gravity was interpolated from observed gravity values.
 FG0025
 FG0025;                    North         East    Units  Estimated Accuracy
 FG0025;SPC AR N     -   153,350.      375,090.      MT  (+/- 180 meters Scaled)
 FG0025
 FG0025                          SUPERSEDED SURVEY CONTROL
 FG0025
 FG0025  NGVD 29 (??/??/92)  398.428  (m)         1307.18   (f) ADJ UNCH    2 0
 FG0025
 FG0025.Superseded values are not recommended for survey control.
 FG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0025.See file dsdata.txt to determine how the superseded data were derived.
 FG0025
 FG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV655526(NAD 83)
 FG0025_MARKER: DB = BENCH MARK DISK
 FG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0025+STABILITY: SURFACE MOTION
 FG0025
 FG0025  HISTORY     - Date     Condition        Report By
 FG0025  HISTORY     - UNK      MONUMENTED       CGS
 FG0025  HISTORY     - 1932     GOOD             NGS
 FG0025  HISTORY     - 1934     GOOD             NGS
 FG0025
 FG0025                          STATION DESCRIPTION
 FG0025
 FG0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0025'5.6 MI NE FROM SHIRLEY.
 FG0025'LOCATED ON P.M. RUSHINGS FARM WHICH IS SITUATED ON HIGHWAY NO. 9 ABOUT
 FG0025'1/4 MILE N.E. OF THE STONE-VAN BUREN COUNTY LINE.  116 FEET NORTH OF
 FG0025'THE CENTER-LINE OF THE HIGHWAY, 55 FEET SOUTH OF THE S.E. CORNER OF
 FG0025'THE HOUSE, 50 YARDS S.W. OF A STORM CELLAR AND 24 FEET WEST AND 1 FOOT
 FG0025'SOUTH OF THE S.E. CORNER OF THE FRONT YARD.
 FG0025
 FG0025                          STATION RECOVERY (1934)
 FG0025
 FG0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0832 ***********************************************************************
 FF0832  DESIGNATION -  G 180
 FF0832  PID         -  FF0832
 FF0832  STATE/COUNTY-  AR/POINSETT
 FF0832  USGS QUAD   -  WEINER (1980)
 FF0832
 FF0832                         *CURRENT SURVEY CONTROL
 FF0832  ___________________________________________________________________
 FF0832* NAD 83(1986)-  35 34 46.     (N)    090 55 16.     (W)     SCALED    
 FF0832* NAVD 88     -        72.562  (meters)     238.06   (feet)  ADJUSTED  
 FF0832  ___________________________________________________________________
 FF0832  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF0832  DYNAMIC HT  -          72.499 (meters)     237.86  (feet)  COMP
 FF0832  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 FF0832
 FF0832  VERT ORDER  -  FIRST     CLASS II
 FF0832
 FF0832.The horizontal coordinates were scaled from a topographic map and have
 FF0832.an estimated accuracy of +/- 6 seconds.
 FF0832
 FF0832.The orthometric height was determined by differential leveling
 FF0832.and adjusted by the National Geodetic Survey in June 1991..
 FF0832
 FF0832.The geoid height was determined by GEOID03.
 FF0832
 FF0832.The dynamic height is computed by dividing the NAVD 88
 FF0832.geopotential number by the normal gravity value computed on the
 FF0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0832.degrees latitude (g = 980.6199 gals.).
 FF0832
 FF0832.The modeled gravity was interpolated from observed gravity values.
 FF0832
 FF0832;                    North         East    Units  Estimated Accuracy
 FF0832;SPC AR N     -   138,780.      497,780.      MT  (+/- 180 meters Scaled)
 FF0832
 FF0832                          SUPERSEDED SURVEY CONTROL
 FF0832
 FF0832  NGVD 29 (??/??/??)   72.504  (m)          237.87   (f) ADJUSTED    1 2
 FF0832
 FF0832.Superseded values are not recommended for survey control.
 FF0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0832.See file dsdata.txt to determine how the superseded data were derived.
 FF0832
 FF0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV883392(NAD 83)
 FF0832_MARKER: DB = BENCH MARK DISK
 FF0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0832_STAMPING: G 180 1956
 FF0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0832+STABILITY: SURFACE MOTION
 FF0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0832+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0832
 FF0832  HISTORY     - Date     Condition        Report By
 FF0832  HISTORY     - 1956     MONUMENTED       CGS
 FF0832  HISTORY     - 20020821 GOOD             USACE
 FF0832
 FF0832                          STATION DESCRIPTION
 FF0832
 FF0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0832'1 MI N FROM WALDENBURG.
 FF0832'1.05 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0832'THE CROSSING OF STATE HIGHWAY 14 AT WALDENBURG, ACROSS STATE
 FF0832'HIGHWAY 39 FROM TELEPHONE POLE NO. 148/14, 138 FEET EAST AND
 FF0832'ACROSS HIGHWAY FROM EAST RAIL, 60 FEET NORTHEAST OF CENTER OF
 FF0832'JUNCTION OF HIGHWAY AND A ROAD EAST, 51 FEET EAST OF CENTER LINE
 FF0832'OF HIGHWAY, 21 FEET NORTH OF CENTER LINE OF ROAD EAST, 24 FEET
 FF0832'EAST-NORTHEAST OF NORTH END OF A 24-INCH PIPE CULVERT UNDER ROAD
 FF0832'EAST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 FF0832'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FF0832'PROJECTING 4 INCHES.
 FF0832
 FF0832                          STATION RECOVERY (2002)
 FF0832
 FF0832'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0652 ***********************************************************************
 FF0652  DESIGNATION -  G 181
 FF0652  PID         -  FF0652
 FF0652  STATE/COUNTY-  AR/CROSS
 FF0652  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0652
 FF0652                         *CURRENT SURVEY CONTROL
 FF0652  ___________________________________________________________________
 FF0652* NAD 83(1986)-  35 24 43.     (N)    090 59 36.     (W)     SCALED    
 FF0652* NAVD 88     -        69.826  (meters)     229.09   (feet)  ADJUSTED  
 FF0652  ___________________________________________________________________
 FF0652  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF0652  DYNAMIC HT  -          69.764 (meters)     228.88  (feet)  COMP
 FF0652  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FF0652
 FF0652  VERT ORDER  -  FIRST     CLASS II
 FF0652
 FF0652.The horizontal coordinates were scaled from a topographic map and have
 FF0652.an estimated accuracy of +/- 6 seconds.
 FF0652
 FF0652.The orthometric height was determined by differential leveling
 FF0652.and adjusted by the National Geodetic Survey in June 1991..
 FF0652
 FF0652.The geoid height was determined by GEOID03.
 FF0652
 FF0652.The dynamic height is computed by dividing the NAVD 88
 FF0652.geopotential number by the normal gravity value computed on the
 FF0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0652.degrees latitude (g = 980.6199 gals.).
 FF0652
 FF0652.The modeled gravity was interpolated from observed gravity values.
 FF0652
 FF0652;                    North         East    Units  Estimated Accuracy
 FF0652;SPC AR N     -   120,130.      491,430.      MT  (+/- 180 meters Scaled)
 FF0652
 FF0652                          SUPERSEDED SURVEY CONTROL
 FF0652
 FF0652  NGVD 29 (??/??/??)   69.779  (m)          228.93   (f) ADJUSTED    1 2
 FF0652
 FF0652.Superseded values are not recommended for survey control.
 FF0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0652.See file dsdata.txt to determine how the superseded data were derived.
 FF0652
 FF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV822205(NAD 83)
 FF0652_MARKER: DB = BENCH MARK DISK
 FF0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0652_SP_SET: CULVERT
 FF0652_STAMPING: G 181 1956
 FF0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0652+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 FF0652
 FF0652  HISTORY     - Date     Condition        Report By
 FF0652  HISTORY     - 1956     MONUMENTED       CGS
 FF0652  HISTORY     - 20020426 GOOD             USACE
 FF0652
 FF0652                          STATION DESCRIPTION
 FF0652
 FF0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0652'0.8 MI N FROM HICKORY RIDGE.
 FF0652'ABOUT 0.8 MILE NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0652'FROM THE STATION AT HICKORY RIDGE, NEAR TELEPHONE POLE NO. 160/23,
 FF0652'ABOUT 0.1 MILE NORTH OF AN EAST-WEST GRAVEL ROAD CROSSING,
 FF0652'52 FEET EAST OF EAST RAIL AND THE SOUTH END OF RAILROAD TRESTLE
 FF0652'NO. 160.75, 17 FEET WEST OF CENTER LINE OF STATE HIGHWAY 39,
 FF0652'IN THE TOP OF SOUTH END OF WEST HEAD WALL OF A 10-FOOT CONCRETE
 FF0652'CULVERT WITH PARTITION UNDER HIGHWAY AND ABOUT 3 FEET BELOW
 FF0652'LEVEL OF TRACK AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 FF0652
 FF0652                          STATION RECOVERY (2002)
 FF0652
 FF0652'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5265 ***********************************************************************
 DG5265  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5265  DESIGNATION -  G 181X
 DG5265  PID         -  DG5265
 DG5265  STATE/COUNTY-  AR/CROSS
 DG5265  USGS QUAD   -  HICKORY RIDGE (1984)
 DG5265
 DG5265                         *CURRENT SURVEY CONTROL
 DG5265  ___________________________________________________________________
 DG5265* NAD 83(1997)-  35 24 46.46531(N)    090 59 35.35201(W)     ADJUSTED  
 DG5265* NAVD 88     -        69.53   (meters)     228.1    (feet)  GPS OBS   
 DG5265  ___________________________________________________________________
 DG5265  X           -     -90,201.436 (meters)                     COMP
 DG5265  Y           -  -5,203,268.993 (meters)                     COMP
 DG5265  Z           -   3,675,321.405 (meters)                     COMP
 DG5265  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DG5265  ELLIP HEIGHT-          42.08  (meters)          (04/05/04) GPS OBS
 DG5265  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DG5265
 DG5265  HORZ ORDER  -  B
 DG5265  ELLP ORDER  -  THIRD     CLASS II
 DG5265
 DG5265.The horizontal coordinates were established by GPS observations
 DG5265.and adjusted by the National Geodetic Survey in April 2004..
 DG5265
 DG5265.The orthometric height was determined by GPS observations and a
 DG5265.high-resolution geoid model using precise GPS observation and
 DG5265.processing techniques. It supersedes the leveled height previously
 DG5265.determined for this station.
 DG5265
 DG5265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5265
 DG5265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5265
 DG5265.The ellipsoidal height was determined by GPS observations
 DG5265.and is referenced to NAD 83.
 DG5265
 DG5265.The geoid height was determined by GEOID03.
 DG5265
 DG5265;                    North         East     Units Scale Factor Converg.
 DG5265;SPC AR N     -   120,236.793   491,442.040   MT  0.99994038   +0 35 09.2
 DG5265;SPC AR N     -   394,476.88  1,612,339.43   sFT  0.99994038   +0 35 09.2
 DG5265;UTM  15      - 3,920,684.052   682,215.740   MT  1.00000918   +1 09 47.6
 DG5265
 DG5265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5265!SPC AR N     -   0.99999340  x   0.99994038  =   0.99993378
 DG5265!UTM  15      -   0.99999340  x   1.00000918  =   1.00000258
 DG5265
 DG5265                          SUPERSEDED SURVEY CONTROL
 DG5265
 DG5265  NAVD 88 (04/05/04)   69.46   (m)          227.9    (f) LEVELING    3  
 DG5265
 DG5265.Superseded values are not recommended for survey control.
 DG5265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5265.See file dsdata.txt to determine how the superseded data were derived.
 DG5265
 DG5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8221620684(NAD 83)
 DG5265_MARKER: F = FLANGE-ENCASED ROD
 DG5265_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5265+WITH SETTING: INFORMATION.
 DG5265_STAMPING: G 181X 2002
 DG5265_MARK LOGO: USACE 
 DG5265_PROJECTION: RECESSED 8 CENTIMETERS
 DG5265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5265+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DG5265_ROD/PIPE-DEPTH:  2.1 meters
 DG5265
 DG5265  HISTORY     - Date     Condition        Report By
 DG5265  HISTORY     - 20020607 MONUMENTED       EMCINC
 DG5265
 DG5265                          STATION DESCRIPTION
 DG5265
 DG5265'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5265'THE MARK IS LOCATED 3.2 KILOMETERS (2.0 MILES) NORTH OF HICKORY RIDGE,
 DG5265'ARKANSAS AND 4.35 KILOMETERS (2.7 MILES) SOUTH OF FISHER, ARKANSAS.TO
 DG5265'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE ROAD
 DG5265'42 IN HICKORY RIDGE, ARKANSAS, PROCEED NORTH ON U.S. 49, 3.5
 DG5265'KILOMETERS (2.2 MILES) TO THE MARK ON THE LEFT ON THE WEST HOULDER OF
 DG5265'U.S. HIGHWAY 49.THE MARK IS 40.0 METERS (131.2 FEET) SOUTH, SOUTHWEST
 DG5265'OF BENCH MARK G 181, 5.3 METERS (17.5 FEET) WEST OF THE CENTER OF
 DG5265'HIGHWAY 49, 15.6 METERS (51.2 FEET) EAST OF THE EAST RAIL OF A
 DG5265'RAILROAD TRACK AND 5.5 METERS (18.0 FEET) EAST OF A CARSONITE WITNESS
 DG5265'POST.THE MARK IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM CAP
 DG5265'SET ON A 7.0 FEET ALUMINUM ROD RECESSED 0.1 METERS (0.3 FEET) BELOW
 DG5265'GROUND.
 DG5265' 
 DG5265'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0671 ***********************************************************************
 FF0671  DESIGNATION -  G 182
 FF0671  PID         -  FF0671
 FF0671  STATE/COUNTY-  AR/POINSETT
 FF0671  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0671
 FF0671                         *CURRENT SURVEY CONTROL
 FF0671  ___________________________________________________________________
 FF0671* NAD 83(1986)-  35 28 18.     (N)    090 44 14.     (W)     SCALED    
 FF0671* NAVD 88     -        80.842  (meters)     265.23   (feet)  ADJUSTED  
 FF0671  ___________________________________________________________________
 FF0671  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF0671  DYNAMIC HT  -          80.770 (meters)     264.99  (feet)  COMP
 FF0671  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FF0671
 FF0671  VERT ORDER  -  FIRST     CLASS II
 FF0671
 FF0671.The horizontal coordinates were scaled from a topographic map and have
 FF0671.an estimated accuracy of +/- 6 seconds.
 FF0671
 FF0671.The orthometric height was determined by differential leveling
 FF0671.and adjusted by the National Geodetic Survey in June 1991..
 FF0671
 FF0671.The geoid height was determined by GEOID03.
 FF0671
 FF0671.The dynamic height is computed by dividing the NAVD 88
 FF0671.geopotential number by the normal gravity value computed on the
 FF0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0671.degrees latitude (g = 980.6199 gals.).
 FF0671
 FF0671.The modeled gravity was interpolated from observed gravity values.
 FF0671
 FF0671;                    North         East    Units  Estimated Accuracy
 FF0671;SPC AR N     -   127,020.      514,600.      MT  (+/- 180 meters Scaled)
 FF0671
 FF0671                          SUPERSEDED SURVEY CONTROL
 FF0671
 FF0671  NGVD 29 (??/??/??)   80.790  (m)          265.06   (f) ADJUSTED    1 2
 FF0671
 FF0671.Superseded values are not recommended for survey control.
 FF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0671.See file dsdata.txt to determine how the superseded data were derived.
 FF0671
 FF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV053277(NAD 83)
 FF0671_MARKER: DB = BENCH MARK DISK
 FF0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0671_SP_SET: CULVERT
 FF0671_STAMPING: G 182 1956
 FF0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0671+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 FF0671
 FF0671  HISTORY     - Date     Condition        Report By
 FF0671  HISTORY     - 1956     MONUMENTED       CGS
 FF0671  HISTORY     - 20030507 GOOD             USACE
 FF0671
 FF0671                          STATION DESCRIPTION
 FF0671
 FF0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0671'0.5 MI S FROM WHITEHALL.
 FF0671'ABOUT 0.5 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0671'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, NORTHWEST AND
 FF0671'ACROSS TRACK FROM MILE POLE NO. 263, 66 1/2 FEET WEST OF WEST
 FF0671'RAIL, 21 FEET EAST OF CENTER LINE OF STATE HIGHWAY 1, IN THE
 FF0671'TOP OF SOUTH END OF EAST HEAD WALL OF A 10-FOOT CONCRETE CULVERT
 FF0671'WITH PARTITION UNDER HIGHWAY, ABOUT 4 FEET BELOW LEVEL OF TRACK
 FF0671'AND ABOUT LEVEL WITH HIGHWAY.
 FF0671
 FF0671                          STATION RECOVERY (2003)
 FF0671
 FF0671'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0912 ***********************************************************************
 FF0912  DESIGNATION -  G 183
 FF0912  PID         -  FF0912
 FF0912  STATE/COUNTY-  AR/POINSETT
 FF0912  USGS QUAD   -  WEINER (1980)
 FF0912
 FF0912                         *CURRENT SURVEY CONTROL
 FF0912  ___________________________________________________________________
 FF0912* NAD 83(1986)-  35 33 52.     (N)    090 53 37.     (W)     SCALED    
 FF0912* NAVD 88     -        73.052  (meters)     239.67   (feet)  ADJUSTED  
 FF0912  ___________________________________________________________________
 FF0912  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF0912  DYNAMIC HT  -          72.988 (meters)     239.46  (feet)  COMP
 FF0912  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 FF0912
 FF0912  VERT ORDER  -  FIRST     CLASS II
 FF0912
 FF0912.The horizontal coordinates were scaled from a topographic map and have
 FF0912.an estimated accuracy of +/- 6 seconds.
 FF0912
 FF0912.The orthometric height was determined by differential leveling
 FF0912.and adjusted by the National Geodetic Survey in June 1991..
 FF0912
 FF0912.The geoid height was determined by GEOID03.
 FF0912
 FF0912.The dynamic height is computed by dividing the NAVD 88
 FF0912.geopotential number by the normal gravity value computed on the
 FF0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0912.degrees latitude (g = 980.6199 gals.).
 FF0912
 FF0912.The modeled gravity was interpolated from observed gravity values.
 FF0912
 FF0912;                    North         East    Units  Estimated Accuracy
 FF0912;SPC AR N     -   137,150.      500,290.      MT  (+/- 180 meters Scaled)
 FF0912
 FF0912                          SUPERSEDED SURVEY CONTROL
 FF0912
 FF0912  NGVD 29 (??/??/??)   72.995  (m)          239.48   (f) ADJUSTED    1 2
 FF0912
 FF0912.Superseded values are not recommended for survey control.
 FF0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0912.See file dsdata.txt to determine how the superseded data were derived.
 FF0912
 FF0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV908376(NAD 83)
 FF0912_MARKER: DB = BENCH MARK DISK
 FF0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0912_STAMPING: G 183 1956
 FF0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0912+STABILITY: SURFACE MOTION
 FF0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0912+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0912
 FF0912  HISTORY     - Date     Condition        Report By
 FF0912  HISTORY     - 1956     MONUMENTED       CGS
 FF0912  HISTORY     - 20020821 GOOD             USACE
 FF0912
 FF0912                          STATION DESCRIPTION
 FF0912
 FF0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0912'2 MI E FROM WALDENBURG.
 FF0912'2.0 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0912'STATE HIGHWAY 39 AT WALDENBURG, ABOUT 0.5 MILE WEST OF A BRIDGE
 FF0912'OVER BRUSHY CREEK, 56 FEET SOUTH OF CENTER LINE OF HIGHWAY, 12 1/2
 FF0912'FEET EAST OF CENTER LINE OF A DRIVE SOUTH TO AN ABANDONED HOUSE
 FF0912'SITE, 21 FEET SOUTH OF EAST END OF A 24-INCH CORRUGATED PIPE
 FF0912'CULVERT UNDER DRIVE, 37 1/2 FEET NORTHEAST OF A 25-INCH OAK
 FF0912'TREE, 3 FEET NORTHEAST OF A POWER POLE, ABOUT 2 1/2 FEET BELOW
 FF0912'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0912'3 INCHES.
 FF0912
 FF0912                          STATION RECOVERY (2002)
 FF0912
 FF0912'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0099 ***********************************************************************
 FF0099  DESIGNATION -  G 184
 FF0099  PID         -  FF0099
 FF0099  STATE/COUNTY-  AR/CRAIGHEAD
 FF0099  USGS QUAD   -  LAKE CITY (1983)
 FF0099
 FF0099                         *CURRENT SURVEY CONTROL
 FF0099  ___________________________________________________________________
 FF0099* NAD 83(1986)-  35 49 32.     (N)    090 25 29.     (W)     SCALED    
 FF0099* NAVD 88     -        70.913  (meters)     232.65   (feet)  POSTED    
 FF0099  ___________________________________________________________________
 FF0099  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FF0099  DYNAMIC HT  -          70.850 (meters)     232.45  (feet)  COMP
 FF0099  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 FF0099
 FF0099  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0099
 FF0099.The horizontal coordinates were scaled from a topographic map and have
 FF0099.an estimated accuracy of +/- 6 seconds.
 FF0099
 FF0099.The orthometric height was determined by differential leveling
 FF0099.and adjusted by the National Geodetic Survey in 1992..
 FF0099.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0099.rate of 1.1 thru 2.0 mm/km.
 FF0099
 FF0099.The geoid height was determined by GEOID03.
 FF0099
 FF0099.The dynamic height is computed by dividing the NAVD 88
 FF0099.geopotential number by the normal gravity value computed on the
 FF0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0099.degrees latitude (g = 980.6199 gals.).
 FF0099
 FF0099.The modeled gravity was interpolated from observed gravity values.
 FF0099
 FF0099;                    North         East    Units  Estimated Accuracy
 FF0099;SPC AR N     -   166,690.      542,330.      MT  (+/- 180 meters Scaled)
 FF0099
 FF0099                          SUPERSEDED SURVEY CONTROL
 FF0099
 FF0099  NGVD 29 (??/??/??)   70.865  (m)          232.50   (f) ADJUSTED    1 2
 FF0099
 FF0099.Superseded values are not recommended for survey control.
 FF0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0099.See file dsdata.txt to determine how the superseded data were derived.
 FF0099
 FF0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV326676(NAD 83)
 FF0099_MARKER: DB = BENCH MARK DISK
 FF0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0099_SP_SET: BRIDGE
 FF0099_STAMPING: G 184 1956
 FF0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0099
 FF0099  HISTORY     - Date     Condition        Report By
 FF0099  HISTORY     - 1956     MONUMENTED       CGS
 FF0099  HISTORY     - 1978     POOR             USGS
 FF0099  HISTORY     - 20020731 MARK NOT FOUND   USACE
 FF0099
 FF0099                          STATION DESCRIPTION
 FF0099
 FF0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0099'0.9 MI NE FROM LAKE CITY.
 FF0099'ABOUT 0.9 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0099'RAILWAY FROM THE CITY WATER TOWER AT LAKE CITY, ABOUT 58 YARDS
 FF0099'NORTHWEST OF THE TRACK AND NORTHEAST END OF TRESTLE OVER ST.
 FF0099'FRANCIS RIVER, ABOUT 50 YARDS NORTHWEST OF TELEPHONE POLE NO.
 FF0099'1390, IN THE TOP OF SOUTHEAST END OF THE BRIDGE SEAT OF NORTHEAST
 FF0099'CONCRETE ABUTMENT OF STATE HIGHWAY 18 BRIDGE OVER ST. FRANCIS
 FF0099'RIVER, 17 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 5 FEET
 FF0099'SOUTHEAST OF CONCRETE BANISTER AND ABOUT 2 1/2 FEET BELOW LEVEL
 FF0099'OF HIGHWAY.
 FF0099
 FF0099                          STATION RECOVERY (1978)
 FF0099
 FF0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0099'MARK RECOVERED IN POOR CONDITION.
 FF0099
 FF0099                          STATION RECOVERY (2002)
 FF0099
 FF0099'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0099'RR NO LONGER EXISTS. ALSO NEW HWY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0032 ***********************************************************************
 FF0032  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0032  CBN         -  This is a Cooperative Base Network Control Station.
 FF0032  DESIGNATION -  G 185
 FF0032  PID         -  FF0032
 FF0032  STATE/COUNTY-  AR/MISSISSIPPI
 FF0032  USGS QUAD   -  DELL (1983)
 FF0032
 FF0032                         *CURRENT SURVEY CONTROL
 FF0032  ___________________________________________________________________
 FF0032* NAD 83(1997)-  35 51 08.78291(N)    090 02 37.93935(W)     ADJUSTED  
 FF0032* NAVD 88     -        73.36   (meters)     240.7    (feet)  GPS OBS   
 FF0032  ___________________________________________________________________
 FF0032  X           -      -3,963.049 (meters)                     COMP
 FF0032  Y           -  -5,175,640.789 (meters)                     COMP
 FF0032  Z           -   3,714,959.918 (meters)                     COMP
 FF0032  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 FF0032  ELLIP HEIGHT-          45.43  (meters)          (09/21/01) GPS OBS
 FF0032  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FF0032  DYNAMIC HT  -          73.30  (meters)     240.5   (feet)  COMP
 FF0032  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FF0032
 FF0032  HORZ ORDER  -  B
 FF0032  VERT ORDER  -  THIRD (See Below)
 FF0032  ELLP ORDER  -  FOURTH    CLASS II
 FF0032
 FF0032.The horizontal coordinates were established by GPS observations
 FF0032.and adjusted by the National Geodetic Survey in September 1997..
 FF0032
 FF0032.The orthometric height was determined by GPS observations and a
 FF0032.high-resolution geoid model using precise GPS observation and
 FF0032.processing techniques. It supersedes the leveled height previously
 FF0032.determined for this station.
 FF0032.The vertical order pertains to the first NAVD 88 superseded value.
 FF0032
 FF0032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0032
 FF0032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0032
 FF0032.The ellipsoidal height was determined by GPS observations
 FF0032.and is referenced to NAD 83.
 FF0032
 FF0032.The geoid height was determined by GEOID03.
 FF0032
 FF0032.The dynamic height is computed by dividing the NAVD 88
 FF0032.geopotential number by the normal gravity value computed on the
 FF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0032.degrees latitude (g = 980.6199 gals.).
 FF0032
 FF0032.The modeled gravity was interpolated from observed gravity values.
 FF0032
 FF0032;                    North         East     Units Scale Factor Converg.
 FF0032;SPC AR N     -   170,288.451   576,678.679   MT  0.99994686   +1 08 17.8
 FF0032;SPC AR N     -   558,688.03  1,891,986.63   sFT  0.99994686   +1 08 17.8
 FF0032;UTM  15      - 3,971,617.767   766,961.726   MT  1.00047828   +1 43 56.7
 FF0032;UTM  16      - 3,971,861.069   225,111.965   MT  1.00053122   -1 47 02.1
 FF0032
 FF0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0032!SPC AR N     -   0.99999287  x   0.99994686  =   0.99993973
 FF0032!UTM  15      -   0.99999287  x   1.00047828  =   1.00047115
 FF0032!UTM  16      -   0.99999287  x   1.00053122  =   1.00052409
 FF0032
 FF0032                          SUPERSEDED SURVEY CONTROL
 FF0032
 FF0032  ELLIP H (09/19/97)   45.45   (m)                       GP(       ) 4 1
 FF0032  NAD 83(1986)-  35 51 08.79455(N)    090 02 37.94003(W) AD(       ) 1
 FF0032  NAVD 88 (06/15/91)   73.338  (m)          240.61   (f) ADJUSTED    1 2
 FF0032  NGVD 29 (??/??/??)   73.310  (m)          240.52   (f) ADJUSTED    1 2
 FF0032
 FF0032.Superseded values are not recommended for survey control.
 FF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0032.See file dsdata.txt to determine how the superseded data were derived.
 FF0032
 FF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6696271618(NAD 83)
 FF0032_MARKER: DB = BENCH MARK DISK
 FF0032_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FF0032_SP_SET: HEADWALL OF CULVERT
 FF0032_STAMPING: G 185 1956
 FF0032_MARK LOGO: CGS   
 FF0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0032+STABILITY: SURFACE MOTION
 FF0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0032+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FF0032
 FF0032  HISTORY     - Date     Condition        Report By
 FF0032  HISTORY     - 1956     MONUMENTED       CGS
 FF0032  HISTORY     - 1987     GOOD             USPSQD
 FF0032  HISTORY     - 19900325 GOOD             NGS
 FF0032  HISTORY     - 19910109 GOOD             NGS
 FF0032  HISTORY     - 19970220 GOOD             NGS
 FF0032  HISTORY     - 20010508 GOOD             CGS
 FF0032  HISTORY     - 20010508 GOOD             USACE
 FF0032  HISTORY     - 20011006 GOOD             3001
 FF0032  HISTORY     - 20020720 GOOD             USACE
 FF0032  HISTORY     - 20030717 GOOD             EMCINC
 FF0032  HISTORY     - 20031010 GOOD             TNDT
 FF0032
 FF0032                          STATION DESCRIPTION
 FF0032
 FF0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0032'0.2 MI SW FROM DELL.
 FF0032'ABOUT 0.2 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0032'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL, SOUTHEAST
 FF0032'AND ACROSS TRACK FROM TELEPHONE POLE NO. 366, 58 1/2 FEET
 FF0032'SOUTHEAST OF SOUTHEAST RAIL, 22 FEET NORTHWEST OF CENTER LINE OF
 FF0032'STATE HIGHWAY 18, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 FF0032'HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER HIGHWAY AND ABOUT
 FF0032'LEVEL WITH HIGHWAY.
 FF0032
 FF0032                          STATION RECOVERY (1987)
 FF0032
 FF0032'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0032'RECOVERED IN GOOD CONDITION.
 FF0032
 FF0032                          STATION RECOVERY (1990)
 FF0032
 FF0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF0032'STATION IS LOCATED ABOUT 12.4 KM (7.7 MI) WEST OF BLYTHEVILLE, 11.1 KM
 FF0032'(6.9 MI) SOUTHEAST OF MANILA, AND 0.4 KM (0.2 MI) SOUTHWEST OF DELL.
 FF0032'OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.
 FF0032'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 181 IN DELL.  GO
 FF0032'SOUTHWEST ON STATE HIGHWAY 18 FOR 0.32 KM (0.20 MI) TO THE STATION ON
 FF0032'THE RIGHT.  IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 4X4
 FF0032'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 FF0032'STATION IS FLUSH WITH THE GROUND. IT IS 6.8 M (22.3 FT) NORTHWEST OF
 FF0032'THE CENTERLINE OF STATE HIGHWAY 18, AND 0.25 M (0.82 FT) NORTHEAST OF
 FF0032'THE SOUTHWEST END OF THE HEADWALL.
 FF0032'USE A 8 FOOT TRIPOD.
 FF0032'DESCRIBED BY E.J.HANSMANN, CHECKED BY R.D.BALL.
 FF0032
 FF0032                          STATION RECOVERY (1991)
 FF0032
 FF0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0032'THE STATION IS LOCATED ABOUT 0.4 KM (0.2 MI) SOUTHWEST OF DELL, IN TOP
 FF0032'OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CULVERT AND ON
 FF0032'THE NORTHWEST SIDE OF STATE HIGHWAY 18.  OWNERSHIP--ARKANSAS
 FF0032'DEPARTMENT OF TRANSPORTATION, P.O. BOX 2261, LITTLE ROCK, AR 72203,
 FF0032'PHONE 501-569-2211.
 FF0032'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 181
 FF0032'(NORTH) IN DELL, GO SOUTHWEST ON STATE HIGHWAY 18 FOR 0.32 KM
 FF0032'(0.20 MI) TO THE STATION ON THE RIGHT IN TOP OF THE SOUTHWEST END OF
 FF0032'THE NORTHWEST HEADWALL OF A CULVERT UNDER HIGHWAY 18.
 FF0032'THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY AND
 FF0032'LOCATED 6.8 M (22.3 FT) NORTHWEST OF THE CENTER OF HIGHWAY 18, 1.3 M
 FF0032'(4.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AND 0.25 M (0.82 FT)
 FF0032'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 FF0032
 FF0032                          STATION RECOVERY (1997)
 FF0032
 FF0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FF0032'RECOVERED AS DESCRIBED.
 FF0032
 FF0032                          STATION RECOVERY (2001)
 FF0032
 FF0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2001 (JMH)
 FF0032'RECOVERED IN GOOD CONDITION.
 FF0032
 FF0032                          STATION RECOVERY (2001)
 FF0032
 FF0032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 FF0032'MARK WAS RECOVERED IN GOOD CONDITIION.
 FF0032
 FF0032                          STATION RECOVERY (2001)
 FF0032
 FF0032'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FF0032'THE STATION IS LOCATED IN DELL/AR, ABOUT 7.7 MILES WEST OF
 FF0032'BLYTHEVILLE, 6.9 MILES
 FF0032'SOUTHEAST OF MANILA, AND 0.25 MILES SOUTHWEST OF DELL.
 FF0032' 
 FF0032'OWNERSHIP-  ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT, PO BOX
 FF0032'2261, LITTLE
 FF0032'ROCK/AR 72203
 FF0032' 
 FF0032'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 18 AND 181 IN
 FF0032'DELL, GO
 FF0032'SOUTHWEST ON STATE HWY 18 FOR 0.2 MILES TO THE STATION ON THE RIGHT.
 FF0032' 
 FF0032'THE STATION IS IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 4X4
 FF0032'FOOT CONCRETE
 FF0032'BOX CULVERT UNDER THE HWY.  IT IS 22.3 FEET NORTHWEST OF THE
 FF0032'CENTERLINE OF HWY 18, AND
 FF0032'0.82 FEET NORTHEAST OF THE SOUTHEAST END OF THE HEADWALL.
 FF0032' 
 FF0032'
 FF0032
 FF0032                          STATION RECOVERY (2002)
 FF0032
 FF0032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0032'RECOVERED IN GOOD CONDITION.
 FF0032
 FF0032                          STATION RECOVERY (2003)
 FF0032
 FF0032'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0032'RECOVERED AS DESCRIBED.
 FF0032
 FF0032                          STATION RECOVERY (2003)
 FF0032
 FF0032'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FF0032'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0076 ***********************************************************************
 FF0076  DESIGNATION -  G 186
 FF0076  PID         -  FF0076
 FF0076  STATE/COUNTY-  AR/MISSISSIPPI
 FF0076  USGS QUAD   -  LEACHVILLE (1983)
 FF0076
 FF0076                         *CURRENT SURVEY CONTROL
 FF0076  ___________________________________________________________________
 FF0076* NAD 83(1986)-  35 55 52.     (N)    090 16 36.     (W)     SCALED    
 FF0076* NAVD 88     -        72.078  (meters)     236.48   (feet)  POSTED    
 FF0076  ___________________________________________________________________
 FF0076  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FF0076  DYNAMIC HT  -          72.020 (meters)     236.29  (feet)  COMP
 FF0076  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 FF0076
 FF0076  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0076
 FF0076.The horizontal coordinates were scaled from a topographic map and have
 FF0076.an estimated accuracy of +/- 6 seconds.
 FF0076
 FF0076.The orthometric height was determined by differential leveling
 FF0076.and adjusted by the National Geodetic Survey in 1992..
 FF0076.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0076.rate of 1.1 thru 2.0 mm/km.
 FF0076
 FF0076.The geoid height was determined by GEOID03.
 FF0076
 FF0076.The dynamic height is computed by dividing the NAVD 88
 FF0076.geopotential number by the normal gravity value computed on the
 FF0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0076.degrees latitude (g = 980.6199 gals.).
 FF0076
 FF0076.The modeled gravity was interpolated from observed gravity values.
 FF0076
 FF0076;                    North         East    Units  Estimated Accuracy
 FF0076;SPC AR N     -   178,620.      555,500.      MT  (+/- 180 meters Scaled)
 FF0076
 FF0076                          SUPERSEDED SURVEY CONTROL
 FF0076
 FF0076  NGVD 29 (??/??/??)   72.063  (m)          236.43   (f) ADJUSTED    1 2
 FF0076
 FF0076.Superseded values are not recommended for survey control.
 FF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0076.See file dsdata.txt to determine how the superseded data were derived.
 FF0076
 FF0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV456797(NAD 83)
 FF0076_MARKER: DB = BENCH MARK DISK
 FF0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0076_STAMPING: G 186 1956
 FF0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0076+STABILITY: SURFACE MOTION
 FF0076
 FF0076  HISTORY     - Date     Condition        Report By
 FF0076  HISTORY     - 1956     MONUMENTED       CGS
 FF0076  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0076
 FF0076                          STATION DESCRIPTION
 FF0076
 FF0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0076'1.1 MI SW FROM LEACHVILLE.
 FF0076'ABOUT 1.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0076'RAILWAY FROM THE STATION AT LEACHVILLE, ABOUT 2 1/2 TELEPHONE
 FF0076'POLES NORTHEAST OF MILE POLE 263, AT AN EAST-WEST ROAD CROSSING,
 FF0076'39 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 67 FEET NORTH OF CENTER
 FF0076'OF CROSSING OF TRACK AND ROAD, 66 FEET NORTH OF CENTER LINE OF
 FF0076'ROAD, 32 FEET NORTHWEST OF NORTHWEST END OF A 24-INCH METAL PIPE
 FF0076'CULVERT UNDER TRACK, 14 1/2 FEET NORTHWEST OF TELEPHONE POLE
 FF0076'NO. 937, 54 1/2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET
 FF0076'SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN
 FF0076'WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 FF0076'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0076
 FF0076                          STATION RECOVERY (2002)
 FF0076
 FF0076'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0100 ***********************************************************************
 GE0100  DESIGNATION -  G 187
 GE0100  PID         -  GE0100
 GE0100  STATE/COUNTY-  AR/GREENE
 GE0100  USGS QUAD   -  MOUNDS (1984)
 GE0100
 GE0100                         *CURRENT SURVEY CONTROL
 GE0100  ___________________________________________________________________
 GE0100* NAD 83(1986)-  36 11 51.     (N)    090 22 08.     (W)     SCALED    
 GE0100* NAVD 88     -        82.310  (meters)     270.05   (feet)  ADJUSTED  
 GE0100  ___________________________________________________________________
 GE0100  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GE0100  DYNAMIC HT  -          82.243 (meters)     269.83  (feet)  COMP
 GE0100  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GE0100
 GE0100  VERT ORDER  -  FIRST     CLASS II
 GE0100
 GE0100.The horizontal coordinates were scaled from a topographic map and have
 GE0100.an estimated accuracy of +/- 6 seconds.
 GE0100
 GE0100.The orthometric height was determined by differential leveling
 GE0100.and adjusted by the National Geodetic Survey in June 1991..
 GE0100
 GE0100.The geoid height was determined by GEOID03.
 GE0100
 GE0100.The dynamic height is computed by dividing the NAVD 88
 GE0100.geopotential number by the normal gravity value computed on the
 GE0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0100.degrees latitude (g = 980.6199 gals.).
 GE0100
 GE0100.The modeled gravity was interpolated from observed gravity values.
 GE0100
 GE0100;                    North         East    Units  Estimated Accuracy
 GE0100;SPC AR N     -   208,040.      546,690.      MT  (+/- 180 meters Scaled)
 GE0100
 GE0100                          SUPERSEDED SURVEY CONTROL
 GE0100
 GE0100  NGVD 29 (??/??/92)   82.304  (m)          270.03   (f) ADJ UNCH    1 2
 GE0100
 GE0100.Superseded values are not recommended for survey control.
 GE0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0100.See file dsdata.txt to determine how the superseded data were derived.
 GE0100
 GE0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA365090(NAD 83)
 GE0100_MARKER: DB = BENCH MARK DISK
 GE0100_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0100_SP_SET: 48 FEET
 GE0100_STAMPING: G 187 1956
 GE0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0100
 GE0100  HISTORY     - Date     Condition        Report By
 GE0100  HISTORY     - 1956     MONUMENTED       CGS
 GE0100  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0100
 GE0100                          STATION DESCRIPTION
 GE0100
 GE0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0100'1 MI NE FROM MARMADUKE.
 GE0100'ABOUT 1.05 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0100'RAILWAY FROM THE STATION AT MARMADUKE, ABOUT 0.65 MILE
 GE0100'NORTHEAST OF CROSSING OF STATE HIGHWAY 1, ABOUT 6 POLES
 GE0100'NORTHEAST OF MILE POLE 92, AT A NORTH-SOUTH ROAD CROSSING, 46
 GE0100'FEET NORTHWEST RAIL, 133 FEET NORTH-NORTHEAST OF CENTER OF
 GE0100'CROSSING, 55 FEET EAST OF CENTER LINE OF ROAD, 41 FEET NORTHEAST
 GE0100'OF TELEPHONE POLE NO. 990, 52 FEET NORTHEAST OF A FENCE CORNER,
 GE0100'3/4 FEET SOUTHEAST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE
 GE0100'WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK AND
 GE0100'SET ON THE TOP OF A COPPER-COATED STEEL ROD PROJECTING 1 INCH
 GE0100'AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE
 GE0100'ROD IS DRIVEN TO A DEPTH OF 48 FEET IN GROUND.
 GE0100
 GE0100                          STATION RECOVERY (2002)
 GE0100
 GE0100'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0076 ***********************************************************************
 GE0076  DESIGNATION -  G 188
 GE0076  PID         -  GE0076
 GE0076  STATE/COUNTY-  AR/CLAY
 GE0076  USGS QUAD   -  GREENWAY (1984)
 GE0076
 GE0076                         *CURRENT SURVEY CONTROL
 GE0076  ___________________________________________________________________
 GE0076* NAD 83(1986)-  36 21 11.     (N)    090 12 40.     (W)     SCALED    
 GE0076* NAVD 88     -        86.074  (meters)     282.39   (feet)  ADJUSTED  
 GE0076  ___________________________________________________________________
 GE0076  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GE0076  DYNAMIC HT  -          86.003 (meters)     282.16  (feet)  COMP
 GE0076  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GE0076
 GE0076  VERT ORDER  -  FIRST     CLASS II
 GE0076
 GE0076.The horizontal coordinates were scaled from a topographic map and have
 GE0076.an estimated accuracy of +/- 6 seconds.
 GE0076
 GE0076.The orthometric height was determined by differential leveling
 GE0076.and adjusted by the National Geodetic Survey in June 1991..
 GE0076
 GE0076.The geoid height was determined by GEOID03.
 GE0076
 GE0076.The dynamic height is computed by dividing the NAVD 88
 GE0076.geopotential number by the normal gravity value computed on the
 GE0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0076.degrees latitude (g = 980.6199 gals.).
 GE0076
 GE0076.The modeled gravity was interpolated from observed gravity values.
 GE0076
 GE0076;                    North         East    Units  Estimated Accuracy
 GE0076;SPC AR N     -   225,540.      560,570.      MT  (+/- 180 meters Scaled)
 GE0076
 GE0076                          SUPERSEDED SURVEY CONTROL
 GE0076
 GE0076  NGVD 29 (??/??/92)   86.064  (m)          282.36   (f) ADJ UNCH    1 2
 GE0076
 GE0076.Superseded values are not recommended for survey control.
 GE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0076.See file dsdata.txt to determine how the superseded data were derived.
 GE0076
 GE0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA502267(NAD 83)
 GE0076_MARKER: DB = BENCH MARK DISK
 GE0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0076_SP_SET: CULVERT
 GE0076_STAMPING: G 188 1956
 GE0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0076+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 GE0076
 GE0076  HISTORY     - Date     Condition        Report By
 GE0076  HISTORY     - 1956     MONUMENTED       CGS
 GE0076  HISTORY     - 20020717 GOOD             USACE
 GE0076
 GE0076                          STATION DESCRIPTION
 GE0076
 GE0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0076'2.3 MI SW FROM PIGGOTT.
 GE0076'ABOUT 2.3 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0076'RAILWAY FROM THE STATION AT PIGGOTT, ABOUT 4 TELEPHONE POLES
 GE0076'NORTHEAST OF MILE POLE 78, IN THE TOP OF THE NORTH END OF WEST
 GE0076'HEAD WALL OF A TWIN 5-FOOT BOX CULVERT UNDER STATE HIGHWAY 1, 98
 GE0076'FEET SOUTHEAST OF SOUTHEAST RAIL, 27 FEET WEST OF CENTER LINE OF
 GE0076'HIGHWAY AND ON OUTSIDE OF A CURVE IN HIGHWAY WITH TANGENTS
 GE0076'EXTENDING SOUTH AWAY FROM TRACK AND NORTHEAST PARALLEL TO
 GE0076'SOUTHEAST SIDE OF TRACK, 1 FOOT SOUTH OF NORTH END OF HEAD WALL
 GE0076'AND ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
 GE0076
 GE0076                          STATION RECOVERY (2002)
 GE0076
 GE0076'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1831 ***********************************************************************
 FE1831  DESIGNATION -  G 189
 FE1831  PID         -  FE1831
 FE1831  STATE/COUNTY-  AR/MISSISSIPPI
 FE1831  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1831
 FE1831                         *CURRENT SURVEY CONTROL
 FE1831  ___________________________________________________________________
 FE1831* NAD 83(1986)-  35 55 42.     (N)    089 54 15.     (W)     SCALED    
 FE1831* NAVD 88     -        78.532  (meters)     257.65   (feet)  ADJUSTED  
 FE1831  ___________________________________________________________________
 FE1831  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE1831  DYNAMIC HT  -          78.466 (meters)     257.43  (feet)  COMP
 FE1831  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1831
 FE1831  VERT ORDER  -  FIRST     CLASS II
 FE1831
 FE1831.The horizontal coordinates were scaled from a topographic map and have
 FE1831.an estimated accuracy of +/- 6 seconds.
 FE1831
 FE1831.The orthometric height was determined by differential leveling
 FE1831.and adjusted by the National Geodetic Survey in June 1991..
 FE1831
 FE1831.The geoid height was determined by GEOID03.
 FE1831
 FE1831.The dynamic height is computed by dividing the NAVD 88
 FE1831.geopotential number by the normal gravity value computed on the
 FE1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1831.degrees latitude (g = 980.6199 gals.).
 FE1831
 FE1831.The modeled gravity was interpolated from observed gravity values.
 FE1831
 FE1831;                    North         East    Units  Estimated Accuracy
 FE1831;SPC AR N     -   178,970.      589,120.      MT  (+/- 180 meters Scaled)
 FE1831
 FE1831                          SUPERSEDED SURVEY CONTROL
 FE1831
 FE1831  NGVD 29 (??/??/??)   78.479  (m)          257.48   (f) ADJUSTED    1 2
 FE1831
 FE1831.Superseded values are not recommended for survey control.
 FE1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1831.See file dsdata.txt to determine how the superseded data were derived.
 FE1831
 FE1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE379798(NAD 83)
 FE1831_MARKER: DB = BENCH MARK DISK
 FE1831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1831_SP_SET: BUILDING
 FE1831_STAMPING: G 189 1956
 FE1831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1831+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1831
 FE1831  HISTORY     - Date     Condition        Report By
 FE1831  HISTORY     - 1956     MONUMENTED       CGS
 FE1831  HISTORY     - 20020722 GOOD             USACE
 FE1831
 FE1831                          STATION DESCRIPTION
 FE1831
 FE1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1831'AT BLYTHEVILLE.
 FE1831'AT BLYTHEVILLE, AT THE INTERSECTION OF NORTH SECOND STREET AND WEST
 FE1831'WALNUT STREET, SET VERTICALLY IN THE NORTH FACE OF 2-STORY CITY
 FE1831'HALL BUILDING, 15 FEET SOUTH OF SOUTH CURB OF WEST WALNUT STREET,
 FE1831'24 FEET WEST OF WEST CURB OF NORTH SECOND STREET, 2 FEET WEST
 FE1831'OF NORTHEAST CORNER OF BUILDING AND 1.3 FEET ABOVE GROUND.
 FE1831
 FE1831                          STATION RECOVERY (2002)
 FE1831
 FE1831'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1831'THE CITY HALL NOW HOUSES BLYTHEVILLE POLICE DEPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0845 ***********************************************************************
 FG0845  DESIGNATION -  G 19
 FG0845  PID         -  FG0845
 FG0845  STATE/COUNTY-  AR/NEWTON
 FG0845  USGS QUAD   -  OZONE (1980)
 FG0845
 FG0845                         *CURRENT SURVEY CONTROL
 FG0845  ___________________________________________________________________
 FG0845* NAD 83(1986)-  35 44 13.     (N)    093 24 50.     (W)     SCALED    
 FG0845* NAVD 88     -       606.656  (meters)    1990.34   (feet)  ADJUSTED  
 FG0845  ___________________________________________________________________
 FG0845  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0845  DYNAMIC HT  -         606.064 (meters)    1988.39  (feet)  COMP
 FG0845  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 FG0845
 FG0845  VERT ORDER  -  SECOND    CLASS 0
 FG0845
 FG0845.The horizontal coordinates were scaled from a topographic map and have
 FG0845.an estimated accuracy of +/- 6 seconds.
 FG0845
 FG0845.The orthometric height was determined by differential leveling
 FG0845.and adjusted by the National Geodetic Survey in June 1991..
 FG0845
 FG0845.The geoid height was determined by GEOID03.
 FG0845
 FG0845.The dynamic height is computed by dividing the NAVD 88
 FG0845.geopotential number by the normal gravity value computed on the
 FG0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0845.degrees latitude (g = 980.6199 gals.).
 FG0845
 FG0845.The modeled gravity was interpolated from observed gravity values.
 FG0845
 FG0845;                    North         East    Units  Estimated Accuracy
 FG0845;SPC AR N     -   156,640.      272,110.      MT  (+/- 180 meters Scaled)
 FG0845
 FG0845                          SUPERSEDED SURVEY CONTROL
 FG0845
 FG0845  NGVD 29 (??/??/92)  606.60   (m)         1990.2    (f) COMPUTED    2 0
 FG0845
 FG0845.Superseded values are not recommended for survey control.
 FG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0845.See file dsdata.txt to determine how the superseded data were derived.
 FG0845
 FG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV625548(NAD 83)
 FG0845_MARKER: DB = BENCH MARK DISK
 FG0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0845_STAMPING: G-19 1932
 FG0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0845+STABILITY: SURFACE MOTION
 FG0845
 FG0845  HISTORY     - Date     Condition        Report By
 FG0845  HISTORY     - 1932     MONUMENTED       CGS
 FG0845  HISTORY     - 1935     GOOD             NGS
 FG0845
 FG0845                          STATION DESCRIPTION
 FG0845
 FG0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0845'.5 MI N FROM SALUS.
 FG0845'ABOUT .5 MILE NORTH OF SALUS, ALONG ST. HWY. 21.  ABOUT 90 FEET
 FG0845'SOUTHEAST OF EAST CORNER OF FARM HOUSE OWNED BY B. F. SAUNDERSON.  57
 FG0845'FEET NORTHWEST OF CENTERLINE OF PLANK BRIDGE ACROSS DRAINAGE DITCH,
 FG0845'FOR DRIVEWAY INTO GARAGE.  38 FEET SOUTHWEST OF CENTERLINE OF ST. HWY.
 FG0845'21.  26 FEET SOUTHEAST OF SOUTHEAST END OF PRIVATE GARAGE.  .6 FT.
 FG0845'NORTHWEST OF PICKET FENCE AROUND SMALL GARDEN LOT.  CONCRETE POST WITH
 FG0845'BRONZE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0846 ***********************************************************************
 FG0846  DESIGNATION -  G 19 RESET
 FG0846  PID         -  FG0846
 FG0846  STATE/COUNTY-  AR/NEWTON
 FG0846  USGS QUAD   -  OZONE (1980)
 FG0846
 FG0846                         *CURRENT SURVEY CONTROL
 FG0846  ___________________________________________________________________
 FG0846* NAD 83(1986)-  35 44 13.     (N)    093 24 50.     (W)     SCALED    
 FG0846* NAVD 88     -       606.96   (meters)    1991.3    (feet)  RESET     
 FG0846  ___________________________________________________________________
 FG0846  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0846
 FG0846  VERT ORDER  -  THIRD
 FG0846
 FG0846.The horizontal coordinates were scaled from a topographic map and have
 FG0846.an estimated accuracy of +/- 6 seconds.
 FG0846
 FG0846.The orthometric height was computed from unverified reset data.
 FG0846.No vertical observational check was made to the station.
 FG0846
 FG0846.The geoid height was determined by GEOID03.
 FG0846
 FG0846;                    North         East    Units  Estimated Accuracy
 FG0846;SPC AR N     -   156,640.      272,110.      MT  (+/- 180 meters Scaled)
 FG0846
 FG0846                          SUPERSEDED SURVEY CONTROL
 FG0846
 FG0846  NGVD 29 (??/??/??)  606.89   (m)         1991.1    (f) RESET       3  
 FG0846
 FG0846.Superseded values are not recommended for survey control.
 FG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0846.See file dsdata.txt to determine how the superseded data were derived.
 FG0846
 FG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV625548(NAD 83)
 FG0846_MARKER: DB = BENCH MARK DISK
 FG0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0846_STAMPING: G 19 RESET 1961
 FG0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0846+STABILITY: SURFACE MOTION
 FG0846
 FG0846  HISTORY     - Date     Condition        Report By
 FG0846  HISTORY     - 1961     MONUMENTED       CGS
 FG0846
 FG0846                          STATION DESCRIPTION
 FG0846
 FG0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FG0846'0.75 MI N FROM SALUS.
 FG0846'THIS MARK IS LOCATED IN NEWTON COUNTY, ABOUT 3/4 MILE NORTH ALONG
 FG0846'STATE HIGHWAY 21 FROM THE POST OFFICE AT SALUS, ABOUT 100 FEET
 FG0846'SOUTHEAST OF A SMALL GREY HOUSE, ABOUT 42 FEET SOUTHWEST OF THE
 FG0846'CENTERLINE OF THE HIGHWAY, ONE FOOT NORTHEAST OF A GARDEN FENCE, NEAR
 FG0846'THE CENTER OF THE NORTHEAST SIDE OF THE GARDEN AND SET IN THE TOP OF A
 FG0846'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0146 ***********************************************************************
 GE0146  DESIGNATION -  G 190
 GE0146  PID         -  GE0146
 GE0146  STATE/COUNTY-  AR/CLAY
 GE0146  USGS QUAD   -  MC DOUGAL (1984)
 GE0146
 GE0146                         *CURRENT SURVEY CONTROL
 GE0146  ___________________________________________________________________
 GE0146* NAD 83(1986)-  36 26 05.     (N)    090 24 40.     (W)     SCALED    
 GE0146* NAVD 88     -        89.279  (meters)     292.91   (feet)  ADJUSTED  
 GE0146  ___________________________________________________________________
 GE0146  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GE0146  DYNAMIC HT  -          89.206 (meters)     292.67  (feet)  COMP
 GE0146  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 GE0146
 GE0146  VERT ORDER  -  FIRST     CLASS II
 GE0146
 GE0146.The horizontal coordinates were scaled from a topographic map and have
 GE0146.an estimated accuracy of +/- 6 seconds.
 GE0146
 GE0146.The orthometric height was determined by differential leveling
 GE0146.and adjusted by the National Geodetic Survey in June 1991..
 GE0146
 GE0146.The geoid height was determined by GEOID03.
 GE0146
 GE0146.The dynamic height is computed by dividing the NAVD 88
 GE0146.geopotential number by the normal gravity value computed on the
 GE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0146.degrees latitude (g = 980.6199 gals.).
 GE0146
 GE0146.The modeled gravity was interpolated from observed gravity values.
 GE0146
 GE0146;                    North         East    Units  Estimated Accuracy
 GE0146;SPC AR N     -   234,290.      542,470.      MT  (+/- 180 meters Scaled)
 GE0146
 GE0146                          SUPERSEDED SURVEY CONTROL
 GE0146
 GE0146  NGVD 29 (??/??/92)   89.270  (m)          292.88   (f) ADJ UNCH    1 2
 GE0146
 GE0146.Superseded values are not recommended for survey control.
 GE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0146.See file dsdata.txt to determine how the superseded data were derived.
 GE0146
 GE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA320352(NAD 83)
 GE0146_MARKER: DB = BENCH MARK DISK
 GE0146_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0146_SP_SET: 48 FEET
 GE0146_STAMPING: G 190 1956
 GE0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0146
 GE0146  HISTORY     - Date     Condition        Report By
 GE0146  HISTORY     - 1956     MONUMENTED       CGS
 GE0146  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0146
 GE0146                          STATION DESCRIPTION
 GE0146
 GE0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0146'1.1 MI W FROM MC DOUGAL.
 GE0146'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN
 GE0146'AT MC DOUGAL, ABOUT 0.25 MILE WEST OF A 90-FOOT CONCRETE HIGHWAY
 GE0146'BRIDGE, 60 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 103 FEET
 GE0146'WEST-SOUTHWEST AND ACROSS A ROAD NORTH FROM SOUTHWEST CORNER
 GE0146'OF CONCRETE PORCH OF A WHITE FRAME HOUSE, 81 FEET NORTHWEST OF
 GE0146'CENTER OF JUNCTION OF HIGHWAY AND ROAD NORTH, 53 FEET WEST OF
 GE0146'CENTER LINE OF ROAD NORTH, 41 FEET WEST OF A FENCE CORNER, 1
 GE0146'FOOT SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 GE0146'POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND IS A DISK ON TOP OF
 GE0146'A COPPER COATED STEEL ROD ABOUT 2 INCHES BELOW SURFACE OF GROUND
 GE0146'AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE
 GE0146'ROD IS DRIVEN TO A DEPTH OF 48-FEET.
 GE0146
 GE0146                          STATION RECOVERY (1981)
 GE0146
 GE0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1115 ***********************************************************************
 EJ1115  DESIGNATION -  G 192 X
 EJ1115  PID         -  EJ1115
 EJ1115  STATE/COUNTY-  AR/CLARK
 EJ1115  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1115
 EJ1115                         *CURRENT SURVEY CONTROL
 EJ1115  ___________________________________________________________________
 EJ1115* NAD 83(1986)-  34 01 29.     (N)    093 05 20.     (W)     SCALED    
 EJ1115* NAVD 88     -        58.804  (meters)     192.93   (feet)  ADJUSTED  
 EJ1115  ___________________________________________________________________
 EJ1115  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EJ1115  DYNAMIC HT  -          58.745 (meters)     192.73  (feet)  COMP
 EJ1115  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 EJ1115
 EJ1115  VERT ORDER  -  FIRST     CLASS II
 EJ1115
 EJ1115.The horizontal coordinates were scaled from a topographic map and have
 EJ1115.an estimated accuracy of +/- 6 seconds.
 EJ1115
 EJ1115.The orthometric height was determined by differential leveling
 EJ1115.and adjusted by the National Geodetic Survey in June 1991..
 EJ1115
 EJ1115.The geoid height was determined by GEOID03.
 EJ1115
 EJ1115.The dynamic height is computed by dividing the NAVD 88
 EJ1115.geopotential number by the normal gravity value computed on the
 EJ1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1115.degrees latitude (g = 980.6199 gals.).
 EJ1115
 EJ1115.The modeled gravity was interpolated from observed gravity values.
 EJ1115
 EJ1115;                    North         East    Units  Estimated Accuracy
 EJ1115;SPC AR S     -   551,160.      299,440.      MT  (+/- 180 meters Scaled)
 EJ1115
 EJ1115                          SUPERSEDED SURVEY CONTROL
 EJ1115
 EJ1115  NGVD 29 (??/??/92)   58.82   (m)          193.0    (f) COMPUTED    1 2
 EJ1115
 EJ1115.Superseded values are not recommended for survey control.
 EJ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1115.See file dsdata.txt to determine how the superseded data were derived.
 EJ1115
 EJ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT917649(NAD 83)
 EJ1115_MARKER: DB = BENCH MARK DISK
 EJ1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1115_STAMPING: G 192 X 1959
 EJ1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1115+STABILITY: SURFACE MOTION
 EJ1115
 EJ1115  HISTORY     - Date     Condition        Report By
 EJ1115  HISTORY     - 1959     MONUMENTED       CGS
 EJ1115  HISTORY     - 1960     GOOD             NGS
 EJ1115
 EJ1115                          STATION DESCRIPTION
 EJ1115
 EJ1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1115'7.15 MI S FROM ARDADELPHIA.
 EJ1115'ABOUT 7.15 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1115'STATION AT ARKADELPHIA, 5 POLES SOUTH OF THE MILEPOST 418, 43 FEET
 EJ1115'EAST OF THE EAST RAIL, 24 FEET SOUTH OF THE CENTER LINE OF A DIRT
 EJ1115'ROAD, 48 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD CROSSING, 1 1/2
 EJ1115'FEET WEST OF A FENCE CORNER POST, 1.9 FEET SOUTHWEST OF A METAL
 EJ1115'WITNESS POST, ABOUT 6 FEET BELOW THE TRACKS, AND IN THE TOP OF A
 EJ1115'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0312 ***********************************************************************
 DL0312  DESIGNATION -  G 193 X
 DL0312  PID         -  DL0312
 DL0312  STATE/COUNTY-  AR/OUACHITA
 DL0312  USGS QUAD   -  CAMDEN (1985)
 DL0312
 DL0312                         *CURRENT SURVEY CONTROL
 DL0312  ___________________________________________________________________
 DL0312* NAD 83(1986)-  33 36 28.     (N)    092 51 32.     (W)     SCALED    
 DL0312* NAVD 88     -        34.573  (meters)     113.43   (feet)  ADJUSTED  
 DL0312  ___________________________________________________________________
 DL0312  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL0312  DYNAMIC HT  -          34.537 (meters)     113.31  (feet)  COMP
 DL0312  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 DL0312
 DL0312  VERT ORDER  -  FIRST     CLASS II
 DL0312
 DL0312.The horizontal coordinates were scaled from a topographic map and have
 DL0312.an estimated accuracy of +/- 6 seconds.
 DL0312
 DL0312.The orthometric height was determined by differential leveling
 DL0312.and adjusted by the National Geodetic Survey in June 1991..
 DL0312
 DL0312.The geoid height was determined by GEOID03.
 DL0312
 DL0312.The dynamic height is computed by dividing the NAVD 88
 DL0312.geopotential number by the normal gravity value computed on the
 DL0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0312.degrees latitude (g = 980.6199 gals.).
 DL0312
 DL0312.The modeled gravity was interpolated from observed gravity values.
 DL0312
 DL0312;                    North         East    Units  Estimated Accuracy
 DL0312;SPC AR S     -   504,720.      320,290.      MT  (+/- 180 meters Scaled)
 DL0312
 DL0312                          SUPERSEDED SURVEY CONTROL
 DL0312
 DL0312  NGVD 29 (??/??/92)   34.597  (m)          113.51   (f) ADJ UNCH    1 2
 DL0312
 DL0312.Superseded values are not recommended for survey control.
 DL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0312.See file dsdata.txt to determine how the superseded data were derived.
 DL0312
 DL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT130186(NAD 83)
 DL0312_MARKER: DB = BENCH MARK DISK
 DL0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0312_STAMPING: G 193 X 1959
 DL0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0312+STABILITY: SURFACE MOTION
 DL0312
 DL0312  HISTORY     - Date     Condition        Report By
 DL0312  HISTORY     - 1959     MONUMENTED       CGS
 DL0312  HISTORY     - 1960     GOOD             NGS
 DL0312  HISTORY     - 1964     GOOD             NGS
 DL0312
 DL0312                          STATION DESCRIPTION
 DL0312
 DL0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0312'2.85 MI NW FROM CAMDEN.
 DL0312'ABOUT 2.85 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0312'THE STATION AT CAMDEN, 105 FEET SOUTHEAST OF MILEPOST 457, IN SECTION
 DL0312'9, T 13 S, R 17 W, 32 FEET NORTHEAST OF THE NORTHEAST RAIL, 22 FEET
 DL0312'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 1.5 FEET NORTHEAST OF THE
 DL0312'NORTHEAST RIGHT OF WAY FENCE, 1 1/2 FEET WEST OF A METAL WITNESS POST,
 DL0312'ABOUT 8 FEET BELOW THE TRACKS, IN THE TOP OF A CONCRETE POST
 DL0312'PROJECTING 7 INCHES.
 DL0312
 DL0312                          STATION RECOVERY (1964)
 DL0312
 DL0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0408 ***********************************************************************
 DL0408  DESIGNATION -  G 196
 DL0408  PID         -  DL0408
 DL0408  STATE/COUNTY-  AR/OUACHITA
 DL0408  USGS QUAD   -  CHIDESTER (1973)
 DL0408
 DL0408                         *CURRENT SURVEY CONTROL
 DL0408  ___________________________________________________________________
 DL0408* NAD 83(1986)-  33 44 08.     (N)    093 04 21.     (W)     SCALED    
 DL0408* NAVD 88     -        54.903  (meters)     180.13   (feet)  ADJUSTED  
 DL0408  ___________________________________________________________________
 DL0408  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DL0408  DYNAMIC HT  -          54.847 (meters)     179.94  (feet)  COMP
 DL0408  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 DL0408
 DL0408  VERT ORDER  -  FIRST     CLASS II
 DL0408
 DL0408.The horizontal coordinates were scaled from a topographic map and have
 DL0408.an estimated accuracy of +/- 6 seconds.
 DL0408
 DL0408.The orthometric height was determined by differential leveling
 DL0408.and adjusted by the National Geodetic Survey in June 1991..
 DL0408
 DL0408.The geoid height was determined by GEOID03.
 DL0408
 DL0408.The dynamic height is computed by dividing the NAVD 88
 DL0408.geopotential number by the normal gravity value computed on the
 DL0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0408.degrees latitude (g = 980.6199 gals.).
 DL0408
 DL0408.The modeled gravity was interpolated from observed gravity values.
 DL0408
 DL0408;                    North         East    Units  Estimated Accuracy
 DL0408;SPC AR S     -   519,070.      300,620.      MT  (+/- 180 meters Scaled)
 DL0408
 DL0408                          SUPERSEDED SURVEY CONTROL
 DL0408
 DL0408  NGVD 29 (??/??/92)   54.917  (m)          180.17   (f) ADJ UNCH    1 2
 DL0408
 DL0408.Superseded values are not recommended for survey control.
 DL0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0408.See file dsdata.txt to determine how the superseded data were derived.
 DL0408
 DL0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT932328(NAD 83)
 DL0408_MARKER: DB = BENCH MARK DISK
 DL0408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0408_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0408_STAMPING: G 196 1960
 DL0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0408
 DL0408  HISTORY     - Date     Condition        Report By
 DL0408  HISTORY     - 1960     MONUMENTED       CGS
 DL0408  HISTORY     - 1964     GOOD             NGS
 DL0408
 DL0408                          STATION DESCRIPTION
 DL0408
 DL0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0408'4.3 MI NW FROM CHIDESTER.
 DL0408'ABOUT 4.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0408'POST OFFICE AT CHIDESTER, ABOUT ON THE LINE OF SECTIONS 32 AND 33, T
 DL0408'12 S, R 19 W, 85 FEET SOUTH OF AND ACROSS THE TRACK FROM MILEPOLE
 DL0408'440.20, AT THE SOUTHEAST END OF A BANK CUT, 47 1/2 FEET SOUTHWEST OF
 DL0408'THE SOUTHWEST RAIL, 60 FEET NORTHWEST OF AND ACROSS A SMALL RAVINE
 DL0408'FROM A 15-INCH OAK TREE WHICH IS MARKED WITH A TRIANGULAR BLAZE ON THE
 DL0408'NORTHEAST SIDE, 4 1/2 FEET SOUTHWEST OF A FENCE, ABOUT 4 FEET ABOVE
 DL0408'THE TRACKS, AND ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
 DL0408
 DL0408                          STATION RECOVERY (1964)
 DL0408
 DL0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0337 ***********************************************************************
 DL0337  DESIGNATION -  G 197
 DL0337  PID         -  DL0337
 DL0337  STATE/COUNTY-  AR/OUACHITA
 DL0337  USGS QUAD   -  CAMDEN SW (1985)
 DL0337
 DL0337                         *CURRENT SURVEY CONTROL
 DL0337  ___________________________________________________________________
 DL0337* NAD 83(1986)-  33 31 57.     (N)    092 52 55.     (W)     SCALED    
 DL0337* NAVD 88     -        54.407  (meters)     178.50   (feet)  ADJUSTED  
 DL0337  ___________________________________________________________________
 DL0337  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DL0337  DYNAMIC HT  -          54.350 (meters)     178.31  (feet)  COMP
 DL0337  MODELED GRAV-     979,595.2   (mgal)                       NAVD 88
 DL0337
 DL0337  VERT ORDER  -  FIRST     CLASS II
 DL0337
 DL0337.The horizontal coordinates were scaled from a topographic map and have
 DL0337.an estimated accuracy of +/- 6 seconds.
 DL0337
 DL0337.The orthometric height was determined by differential leveling
 DL0337.and adjusted by the National Geodetic Survey in June 1991..
 DL0337
 DL0337.The geoid height was determined by GEOID03.
 DL0337
 DL0337.The dynamic height is computed by dividing the NAVD 88
 DL0337.geopotential number by the normal gravity value computed on the
 DL0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0337.degrees latitude (g = 980.6199 gals.).
 DL0337
 DL0337.The modeled gravity was interpolated from observed gravity values.
 DL0337
 DL0337;                    North         East    Units  Estimated Accuracy
 DL0337;SPC AR S     -   496,390.      318,080.      MT  (+/- 180 meters Scaled)
 DL0337
 DL0337                          SUPERSEDED SURVEY CONTROL
 DL0337
 DL0337  NGVD 29 (??/??/92)   54.43   (m)          178.6    (f) COMPUTED    1 2
 DL0337
 DL0337.Superseded values are not recommended for survey control.
 DL0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0337.See file dsdata.txt to determine how the superseded data were derived.
 DL0337
 DL0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT109103(NAD 83)
 DL0337_MARKER: DB = BENCH MARK DISK
 DL0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0337_STAMPING: G 197 1960
 DL0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0337+STABILITY: SURFACE MOTION
 DL0337
 DL0337  HISTORY     - Date     Condition        Report By
 DL0337  HISTORY     - 1960     MONUMENTED       CGS
 DL0337  HISTORY     - 1964     GOOD             NGS
 DL0337
 DL0337                          STATION DESCRIPTION
 DL0337
 DL0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0337'4.8 MI SW FROM CAMDEN.
 DL0337'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0337'STATION AT CAMDEN, THENCE 4.0 MILES SOUTHWEST ALONG THE ST. LOUIS
 DL0337'SOUTHWESTERN RAILWAY, 131 FEET NORTHWEST AND ACROSS THE TRACK FROM THE
 DL0337'TWELFTH POLE SOUTHWEST OF MILEPOST 343, 99 FEET NORTHWEST OF THE
 DL0337'NORTHWEST RAIL, 52 FEET NORTHWEST OF A FENCE, 54 FEET NORTHEAST OF THE
 DL0337'CENTER LINE OF A DIM TRACK ROAD, 1.0 FOOT NORTHEAST OF A METAL WITNESS
 DL0337'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF
 DL0337'A CONCRETE POST PROJECTING 7 INCHES.
 DL0337
 DL0337                          STATION RECOVERY (1964)
 DL0337
 DL0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0214 ***********************************************************************
 DL0214  DESIGNATION -  G 198
 DL0214  PID         -  DL0214
 DL0214  STATE/COUNTY-  AR/OUACHITA
 DL0214  USGS QUAD   -  SNOW HILL (1985)
 DL0214
 DL0214                         *CURRENT SURVEY CONTROL
 DL0214  ___________________________________________________________________
 DL0214* NAD 83(1986)-  33 22 57.     (N)    092 38 27.     (W)     SCALED    
 DL0214* NAVD 88     -        48.611  (meters)     159.48   (feet)  ADJUSTED  
 DL0214  ___________________________________________________________________
 DL0214  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0214  DYNAMIC HT  -          48.560 (meters)     159.32  (feet)  COMP
 DL0214  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 DL0214
 DL0214  VERT ORDER  -  FIRST     CLASS II
 DL0214
 DL0214.The horizontal coordinates were scaled from a topographic map and have
 DL0214.an estimated accuracy of +/- 6 seconds.
 DL0214
 DL0214.The orthometric height was determined by differential leveling
 DL0214.and adjusted by the National Geodetic Survey in June 1991..
 DL0214
 DL0214.The geoid height was determined by GEOID03.
 DL0214
 DL0214.The dynamic height is computed by dividing the NAVD 88
 DL0214.geopotential number by the normal gravity value computed on the
 DL0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0214.degrees latitude (g = 980.6199 gals.).
 DL0214
 DL0214.The modeled gravity was interpolated from observed gravity values.
 DL0214
 DL0214;                    North         East    Units  Estimated Accuracy
 DL0214;SPC AR S     -   479,580.      340,370.      MT  (+/- 180 meters Scaled)
 DL0214
 DL0214                          SUPERSEDED SURVEY CONTROL
 DL0214
 DL0214  NGVD 29 (??/??/92)   48.644  (m)          159.59   (f) ADJ UNCH    1 2
 DL0214
 DL0214.Superseded values are not recommended for survey control.
 DL0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0214.See file dsdata.txt to determine how the superseded data were derived.
 DL0214
 DL0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS334937(NAD 83)
 DL0214_MARKER: DB = BENCH MARK DISK
 DL0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0214_STAMPING: G 198 1960
 DL0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0214+STABILITY: SURFACE MOTION
 DL0214
 DL0214  HISTORY     - Date     Condition        Report By
 DL0214  HISTORY     - 1960     MONUMENTED       CGS
 DL0214  HISTORY     - 1964     GOOD             NGS
 DL0214
 DL0214                          STATION DESCRIPTION
 DL0214
 DL0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0214'5.55 M N FROM NORPHLET.
 DL0214'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0214'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0214'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0214'AND CROSSROADS, THENCE 0.75 MILE NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0214'ON THE CREST OF A HILL, IN SECTION 27, T 15 S, R 15 W, 52 FEET
 DL0214'SOUTHEAST OF THE CENTER LINE OF THE GRADED ROAD, 120 FEET SOUTHWEST OF
 DL0214'THE CENTER LINE OF A PRIVATE OIL FIELD ROAD, 110 FEET WEST OF THE WEST
 DL0214'LEG OF AN OIL DERRICK, 21 FEET SOUTHEAST OF A POWER POLE, 13 FEET
 DL0214'SOUTHEAST OF TELEPHONE POLE, 2.0 FEET SOUTHEAST OF A METAL WITNESS
 DL0214'POST, ABOUT 2 1/2 FEET ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE
 DL0214'POST PROJECTING 5 INCHES.
 DL0214
 DL0214                          STATION RECOVERY (1964)
 DL0214
 DL0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0783 ***********************************************************************
 DL0783  DESIGNATION -  G 199
 DL0783  PID         -  DL0783
 DL0783  STATE/COUNTY-  AR/LAFAYETTE
 DL0783  USGS QUAD   -  CANFIELD (1975)
 DL0783
 DL0783                         *CURRENT SURVEY CONTROL
 DL0783  ___________________________________________________________________
 DL0783* NAD 83(1986)-  33 08 31.     (N)    093 38 38.     (W)     SCALED    
 DL0783* NAVD 88     -        77.054  (meters)     252.80   (feet)  ADJUSTED  
 DL0783  ___________________________________________________________________
 DL0783  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0783  DYNAMIC HT  -          76.971 (meters)     252.53  (feet)  COMP
 DL0783  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 DL0783
 DL0783  VERT ORDER  -  FIRST     CLASS II
 DL0783
 DL0783.The horizontal coordinates were scaled from a topographic map and have
 DL0783.an estimated accuracy of +/- 6 seconds.
 DL0783
 DL0783.The orthometric height was determined by differential leveling
 DL0783.and adjusted by the National Geodetic Survey in June 1991..
 DL0783
 DL0783.The geoid height was determined by GEOID03.
 DL0783
 DL0783.The dynamic height is computed by dividing the NAVD 88
 DL0783.geopotential number by the normal gravity value computed on the
 DL0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0783.degrees latitude (g = 980.6199 gals.).
 DL0783
 DL0783.The modeled gravity was interpolated from observed gravity values.
 DL0783
 DL0783;                    North         East    Units  Estimated Accuracy
 DL0783;SPC AR S     -   453,950.      246,620.      MT  (+/- 180 meters Scaled)
 DL0783
 DL0783                          SUPERSEDED SURVEY CONTROL
 DL0783
 DL0783  NGVD 29 (??/??/92)   77.110  (m)          252.99   (f) ADJ UNCH    1 2
 DL0783
 DL0783.Superseded values are not recommended for survey control.
 DL0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0783.See file dsdata.txt to determine how the superseded data were derived.
 DL0783
 DL0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS399672(NAD 83)
 DL0783_MARKER: DB = BENCH MARK DISK
 DL0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0783_SP_SET: CULVERT
 DL0783_STAMPING: G 199 1960
 DL0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0783
 DL0783  HISTORY     - Date     Condition        Report By
 DL0783  HISTORY     - 1960     MONUMENTED       CGS
 DL0783  HISTORY     - 1963     GOOD             NGS
 DL0783
 DL0783                          STATION DESCRIPTION
 DL0783
 DL0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0783'3.1 MI N FROM BRADLEY.
 DL0783'ABOUT 3.1 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0783'THE STATION AT BRADLEY, 11 1/2 POLES SOUTH OF MILEPOLE 405, SET IN THE
 DL0783'TOP OF THE NORTH END OF WEST HEAD WALL OF A TWIN 24-INCH CONCRETE
 DL0783'TUBULAR CULVERT UNDER THE HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF
 DL0783'THE HIGHWAY, 70 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE
 DL0783'HIGHWAY.
 DL0783
 DL0783                          STATION RECOVERY (1963)
 DL0783
 DL0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1844 ***********************************************************************
 FE1844  DESIGNATION -  G 2
 FE1844  PID         -  FE1844
 FE1844  STATE/COUNTY-  AR/MISSISSIPPI
 FE1844  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1844
 FE1844                         *CURRENT SURVEY CONTROL
 FE1844  ___________________________________________________________________
 FE1844* NAD 83(1997)-  35 57 34.10740(N)    089 57 29.87823(W)     ADJUSTED  
 FE1844* NAVD 88     -        76.192  (meters)     249.97   (feet)  ADJUSTED  
 FE1844  ___________________________________________________________________
 FE1844  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE1844  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE1844  DYNAMIC HT  -          76.128 (meters)     249.76  (feet)  COMP
 FE1844  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 FE1844
 FE1844  HORZ ORDER  -  SECOND
 FE1844  VERT ORDER  -  FIRST     CLASS II
 FE1844
 FE1844.This mark is at Arkansas Int Airport (BYH)
 FE1844
 FE1844.The horizontal coordinates were established by classical geodetic methods
 FE1844.and adjusted by the National Geodetic Survey in September 1999..
 FE1844
 FE1844.The orthometric height was determined by differential leveling
 FE1844.and adjusted by the National Geodetic Survey in June 1991..
 FE1844
 FE1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1844
 FE1844.The geoid height was determined by GEOID03.
 FE1844
 FE1844.The dynamic height is computed by dividing the NAVD 88
 FE1844.geopotential number by the normal gravity value computed on the
 FE1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1844.degrees latitude (g = 980.6199 gals.).
 FE1844
 FE1844.The modeled gravity was interpolated from observed gravity values.
 FE1844
 FE1844;                    North         East     Units Scale Factor Converg.
 FE1844;SPC AR N     -   182,318.495   584,160.326   MT  0.99995732   +1 11 17.0
 FE1844;SPC AR N     -   598,156.60  1,916,532.67   sFT  0.99995732   +1 11 17.0
 FE1844;SPC MO E     -    14,130.940   298,863.661   MT  0.99996274   +0 19 05.2
 FE1844;UTM  16      - 3,983,500.194   233,202.053   MT  1.00047719   -1 44 17.4
 FE1844;UTM  15      - 3,983,731.738   774,321.749   MT  1.00052737   +1 47 14.1
 FE1844
 FE1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1844!SPC AR N     -   0.99999246  x   0.99995732  =   0.99994978
 FE1844!SPC MO E     -   0.99999246  x   0.99996274  =   0.99995520
 FE1844!UTM  16      -   0.99999246  x   1.00047719  =   1.00046964
 FE1844!UTM  15      -   0.99999246  x   1.00052737  =   1.00051982
 FE1844
 FE1844                          SUPERSEDED SURVEY CONTROL
 FE1844
 FE1844  NAD 83(1997)-  35 57 34.10996(N)    089 57 29.88048(W) AD(       ) 2
 FE1844  NAD 83(1986)-  35 57 34.12021(N)    089 57 29.87852(W) AD(       ) 2
 FE1844  NAD 27      -  35 57 33.86100(N)    089 57 29.55930(W) AD(       ) 2
 FE1844  NGVD 29 (??/??/??)   76.143  (m)          249.81   (f) ADJUSTED    1 2
 FE1844
 FE1844.Superseded values are not recommended for survey control.
 FE1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1844.See file dsdata.txt to determine how the superseded data were derived.
 FE1844
 FE1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3320283500(NAD 83)
 FE1844_MARKER: P = PIPE CAP
 FE1844_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1844_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1844_STAMPING: G 2 1942
 FE1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1844
 FE1844  HISTORY     - Date     Condition        Report By
 FE1844  HISTORY     - 1955     MONUMENTED       USE
 FE1844  HISTORY     - 1956     GOOD             CGS
 FE1844  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1844
 FE1844                          STATION DESCRIPTION
 FE1844
 FE1844'DESCRIBED BY US ENGINEERS 1955
 FE1844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FE1844'HIGHWAY 18 IN BLYTHEVILLE, GO NORTH ON U.S. 61 FOR 0.15 MILE TO THE
 FE1844'JUNCTION WITH STATE HIGHWAY 151 TURN LEFT ON HIGHWAY 151 AND GO WEST
 FE1844'AND NORTHWEST FOR 3.5 MILE TO THE SOUTH ENTRANCE TO AIRPORT, TURN
 FE1844'RIGHT AND GO NORTH FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 FE1844'0.3 MILE TO A CROSS STREET, TURN LEFT AND GO 0.3 MILE TO A CROSS
 FE1844'STREET AND STATION IN THE NORTHWEST ANGLE.
 FE1844'
 FE1844'G-2 (USE) IS 77 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 33
 FE1844'FEET NORTHEAST OF A SPLIT TRUNK COTTON WOOD TREE, 28 FEET SOUTHEAST
 FE1844'OF A 3 FOOT COTTON WOOD TREE AND IS NEAR THE CENTER OF A GROUP OF 6
 FE1844'TREES.  THE MARK IS A PRE-CAST CONCRETE MARK WITH THE DISK
 FE1844'STAMPED G-2 1942.
 FE1844
 FE1844                          STATION RECOVERY (1956)
 FE1844
 FE1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FE1844'4.2 MI NW FROM BLYTHEVILLE.
 FE1844'3.75 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 151 FROM THE
 FE1844'JUNCTION OF U.S. HIGHWAY 61 AT BLYTHEVILLE, THENCE ABOUT 0.45
 FE1844'MILE EAST ALONG 4-LANE DIVIDED ENTRANCE ROAD TO BLYTHEVILLE AIR
 FE1844'FORCE BASE, ACROSS ENTRANCE ROAD FROM AFB HEADQUARTERS BUILDING,
 FE1844'65 FEET NORTH OF NORTH CURB OF ENTRANCE ROAD, 420 FEET WEST OF
 FE1844'WEST CURB LINE OF A NORTH-SOUTH STREET WHICH PASSES ALONG ON THE
 FE1844'WEST SIDE OF CHAPEL, 115 1/2 FEET EAST-SOUTHEAST OF SOUTHEAST
 FE1844'CORNER OF BATH HOUSE OF SWIMMING POOL, 154 FEET EAST OF NORTHEAST
 FE1844'CORNER OF CONCRETE BLOCK BUILDING HOUSING THE SWIMMING POOL
 FE1844'FILTER PLANT, 46 FEET NORTHEAST OF A POWER POLE, 1 FOOT WEST
 FE1844'OF A WHITE WOODEN WITNESS POST AND IS A 4-INCH PIPE AND CAP ABOUT
 FE1844'2 INCHES BELOW SURFACE OF GROUND.
 FE1844
 FE1844                          STATION RECOVERY (2002)
 FE1844
 FE1844'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0481 ***********************************************************************
 GE0481  DESIGNATION -  G 2
 GE0481  PID         -  GE0481
 GE0481  STATE/COUNTY-  AR/LAWRENCE
 GE0481  USGS QUAD   -  IMBODEN (1981)
 GE0481
 GE0481                         *CURRENT SURVEY CONTROL
 GE0481  ___________________________________________________________________
 GE0481* NAD 83(1986)-  36 09 36.     (N)    091 08 06.     (W)     SCALED    
 GE0481* NAVD 88     -        82.707  (meters)     271.35   (feet)  ADJUSTED  
 GE0481  ___________________________________________________________________
 GE0481  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0481  DYNAMIC HT  -          82.639 (meters)     271.12  (feet)  COMP
 GE0481  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GE0481
 GE0481  VERT ORDER  -  FIRST     CLASS II
 GE0481
 GE0481.The horizontal coordinates were scaled from a topographic map and have
 GE0481.an estimated accuracy of +/- 6 seconds.
 GE0481
 GE0481.The orthometric height was determined by differential leveling
 GE0481.and adjusted by the National Geodetic Survey in June 1991..
 GE0481
 GE0481.The geoid height was determined by GEOID03.
 GE0481
 GE0481.The dynamic height is computed by dividing the NAVD 88
 GE0481.geopotential number by the normal gravity value computed on the
 GE0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0481.degrees latitude (g = 980.6199 gals.).
 GE0481
 GE0481.The modeled gravity was interpolated from observed gravity values.
 GE0481
 GE0481;                    North         East    Units  Estimated Accuracy
 GE0481;SPC AR N     -   203,000.      477,830.      MT  (+/- 180 meters Scaled)
 GE0481
 GE0481                          SUPERSEDED SURVEY CONTROL
 GE0481
 GE0481  NGVD 29 (??/??/92)   82.613  (m)          271.04   (f) ADJ UNCH    1 2
 GE0481
 GE0481.Superseded values are not recommended for survey control.
 GE0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0481.See file dsdata.txt to determine how the superseded data were derived.
 GE0481
 GE0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA677033(NAD 83)
 GE0481_MARKER: DB = BENCH MARK DISK
 GE0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0481_SP_SET: BRIDGE ABUTMENT
 GE0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0481
 GE0481  HISTORY     - Date     Condition        Report By
 GE0481  HISTORY     - UNK      MONUMENTED       CGS
 GE0481  HISTORY     - 1928     GOOD             NGS
 GE0481
 GE0481                          STATION DESCRIPTION
 GE0481
 GE0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GE0481'5.5 MI NW FROM BLACK ROCK.
 GE0481'5.5 MILES NORTHWEST OF RR STATION.  LOCATED IN THE FRISCO LINES
 GE0481'RIGHT OF WAY, IN THE NORTH END OF THE WEST MASONRY ABUTMENT OF
 GE0481'RR PLATE GIRDER BRIDGE NO. 384.4, ON SAME SIDE OF TRACK AS AND
 GE0481'BETWEEN TELEGRAPH POLES NOS. 384.16 AND 384.17, 7 FEET NORTH OF
 GE0481'CENTER LINE OF TRACK, 5 1/2 FEET BELOW TOP OF RAIL.  STANDARD
 GE0481'BRASS BENCH MARK TABLET COUNTER SUNK, WITH FACE HORIZONTAL, IN
 GE0481'THE TOP OF MASONRY GIRDER SEAT OF WEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1066 ***********************************************************************
 FG1066  DESIGNATION -  G 2
 FG1066  PID         -  FG1066
 FG1066  STATE/COUNTY-  AR/POPE
 FG1066  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1066
 FG1066                         *CURRENT SURVEY CONTROL
 FG1066  ___________________________________________________________________
 FG1066* NAD 83(1986)-  35 21 54.     (N)    093 07 06.     (W)     SCALED    
 FG1066* NAVD 88     -       131.051  (meters)     429.96   (feet)  POSTED    
 FG1066  ___________________________________________________________________
 FG1066  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FG1066  DYNAMIC HT  -         130.930 (meters)     429.56  (feet)  COMP
 FG1066  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 FG1066
 FG1066  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FG1066
 FG1066.The horizontal coordinates were scaled from a topographic map and have
 FG1066.an estimated accuracy of +/- 6 seconds.
 FG1066
 FG1066.The orthometric height was determined by differential leveling
 FG1066.and adjusted by the National Geodetic Survey in 1992..
 FG1066.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FG1066.rate of 3.1 thru 4.0 mm/km.
 FG1066
 FG1066.The geoid height was determined by GEOID03.
 FG1066
 FG1066.The dynamic height is computed by dividing the NAVD 88
 FG1066.geopotential number by the normal gravity value computed on the
 FG1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1066.degrees latitude (g = 980.6199 gals.).
 FG1066
 FG1066.The modeled gravity was interpolated from observed gravity values.
 FG1066
 FG1066;                    North         East    Units  Estimated Accuracy
 FG1066;SPC AR N     -   115,030.      298,370.      MT  (+/- 180 meters Scaled)
 FG1066
 FG1066                          SUPERSEDED SURVEY CONTROL
 FG1066
 FG1066  NGVD 29 (??/??/92)  131.014  (m)          429.84   (f) ADJ UNCH    2 0
 FG1066
 FG1066.Superseded values are not recommended for survey control.
 FG1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1066.See file dsdata.txt to determine how the superseded data were derived.
 FG1066
 FG1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV892135(NAD 83)
 FG1066_MARKER: DD = SURVEY DISK
 FG1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1066_STAMPING: G 2 1931
 FG1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1066+STABILITY: SURFACE MOTION
 FG1066
 FG1066  HISTORY     - Date     Condition        Report By
 FG1066  HISTORY     - 1931     MONUMENTED       USGS
 FG1066  HISTORY     - 1965     MARK NOT FOUND   NGS
 FG1066
 FG1066                          STATION DESCRIPTION
 FG1066
 FG1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FG1066'2.7 MI S FROM DOVER.
 FG1066'2.7 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT DOVER,
 FG1066'AT THE SOUTHWEST EDGE OF THE E.M. TALKINGTON AUTO CAMP GROUND, 350
 FG1066'FEET SOUTHWEST OF A SERVICE STATION, 96.4 FEET WEST OF THE WEST CORNER
 FG1066'OF THE LAST CABIN ON THE SOUTHWEST SIDE, AND 45.3 FEET SOUTHEAST OF
 FG1066'THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0482 ***********************************************************************
 GE0482  DESIGNATION -  G 2 RESET
 GE0482  PID         -  GE0482
 GE0482  STATE/COUNTY-  AR/LAWRENCE
 GE0482  USGS QUAD   -  IMBODEN (1981)
 GE0482
 GE0482                         *CURRENT SURVEY CONTROL
 GE0482  ___________________________________________________________________
 GE0482* NAD 83(1986)-  36 09 36.     (N)    091 08 06.     (W)     SCALED    
 GE0482* NAVD 88     -        81.44   (meters)     267.2    (feet)  RESET     
 GE0482  ___________________________________________________________________
 GE0482  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0482
 GE0482  VERT ORDER  -  THIRD
 GE0482
 GE0482.The horizontal coordinates were scaled from a topographic map and have
 GE0482.an estimated accuracy of +/- 6 seconds.
 GE0482
 GE0482.The orthometric height was computed from unverified reset data.
 GE0482.No vertical observational check was made to the station.
 GE0482
 GE0482.The geoid height was determined by GEOID03.
 GE0482
 GE0482;                    North         East    Units  Estimated Accuracy
 GE0482;SPC AR N     -   203,000.      477,830.      MT  (+/- 180 meters Scaled)
 GE0482
 GE0482                          SUPERSEDED SURVEY CONTROL
 GE0482
 GE0482  NGVD 29 (??/??/??)   81.34   (m)          266.9    (f) RESET       3  
 GE0482
 GE0482.Superseded values are not recommended for survey control.
 GE0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0482.See file dsdata.txt to determine how the superseded data were derived.
 GE0482
 GE0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA677033(NAD 83)
 GE0482_MARKER: DB = BENCH MARK DISK
 GE0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0482_SP_SET: BRIDGE ABUTMENT
 GE0482_STAMPING: 266.87 G 2 RESET 1930
 GE0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0482
 GE0482  HISTORY     - Date     Condition        Report By
 GE0482  HISTORY     - 1930     MONUMENTED       CGS
 GE0482  HISTORY     - 1944     GOOD             SLSFRR
 GE0482
 GE0482                          STATION DESCRIPTION
 GE0482
 GE0482'DESCRIBED BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 GE0482'5.5 MI NW FROM BLACK ROCK.
 GE0482'5.5 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0482'FROM THE STATION AT BLACK ROCK, BETWEEN POLES 384/16 AND 384/17,
 GE0482'AT PLATE-GIRDER BRIDGE NO. 384.4 IN THE TOP OF THE NORTH END OF
 GE0482'THE WEST CONCRETE ABUTMENT, 7 FEET NORTH OF THE CENTERLINE OF
 GE0482'THE TRACK, AND ABOUT 8 FEET LOWER THAN THE TOP OF THE RAIL.
 GE0482'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 GE0482'DETERMINED BY ENGINEERS OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0482'IN 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0120 ***********************************************************************
 FH0120  DESIGNATION -  G 20
 FH0120  PID         -  FH0120
 FH0120  STATE/COUNTY-  AR/SEBASTIAN
 FH0120  USGS QUAD   -  BARLING (1987)
 FH0120
 FH0120                         *CURRENT SURVEY CONTROL
 FH0120  ___________________________________________________________________
 FH0120* NAD 83(1986)-  35 15 04.     (N)    094 18 51.     (W)     SCALED    
 FH0120* NAVD 88     -       135.471  (meters)     444.46   (feet)  ADJUSTED  
 FH0120  ___________________________________________________________________
 FH0120  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FH0120  DYNAMIC HT  -         135.340 (meters)     444.03  (feet)  COMP
 FH0120  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 FH0120
 FH0120  VERT ORDER  -  FIRST     CLASS II
 FH0120
 FH0120.The horizontal coordinates were scaled from a topographic map and have
 FH0120.an estimated accuracy of +/- 6 seconds.
 FH0120
 FH0120.The orthometric height was determined by differential leveling
 FH0120.and adjusted by the National Geodetic Survey in June 1991..
 FH0120
 FH0120.The geoid height was determined by GEOID03.
 FH0120
 FH0120.The dynamic height is computed by dividing the NAVD 88
 FH0120.geopotential number by the normal gravity value computed on the
 FH0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0120.degrees latitude (g = 980.6199 gals.).
 FH0120
 FH0120.The modeled gravity was interpolated from observed gravity values.
 FH0120
 FH0120;                    North         East    Units  Estimated Accuracy
 FH0120;SPC AR N     -   104,290.      189,420.      MT  (+/- 180 meters Scaled)
 FH0120
 FH0120                          SUPERSEDED SURVEY CONTROL
 FH0120
 FH0120  NGVD 29 (??/??/92)  135.379  (m)          444.16   (f) ADJ UNCH    1 2
 FH0120
 FH0120.Superseded values are not recommended for survey control.
 FH0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0120.See file dsdata.txt to determine how the superseded data were derived.
 FH0120
 FH0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV804016(NAD 83)
 FH0120_MARKER: DB = BENCH MARK DISK
 FH0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0120_STAMPING: 444.156 G 20 1931
 FH0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0120+STABILITY: SURFACE MOTION
 FH0120
 FH0120  HISTORY     - Date     Condition        Report By
 FH0120  HISTORY     - 1931     MONUMENTED       CGS
 FH0120  HISTORY     - 1959     GOOD             NGS
 FH0120  HISTORY     - 1965     MARK NOT FOUND   NGS
 FH0120  HISTORY     - 198412   MARK NOT FOUND   USGS
 FH0120  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0120
 FH0120                          STATION DESCRIPTION
 FH0120
 FH0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0120'AT JENNY LIND.
 FH0120'THE MARK WAS RECOVERED IN THE EAST EDGE OF JENNY LIND, NORTHWEST
 FH0120'ACROSS A ROAD FROM AN OLD HOUSE WITH IMITATION-BRICK SIDING,
 FH0120'BETWEEN ROAD AND OLD RAILROAD GRADE, 44 1/2 FEET SOUTHWEST
 FH0120'ACROSS THE ROAD FROM A TRIANGLE BLAZED OAK TREE AND 24 1/2
 FH0120'FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD.  MARK IS
 FH0120'ABOUT 2 INCHES BELOW SURFACE OF THE GROUND.  NOTE-- THE RAILROAD
 FH0120'AND THE RAILROAD STATION AT JENNY LIND HAVE BEEN REMOVED.
 FH0120
 FH0120                          STATION RECOVERY (1965)
 FH0120
 FH0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FH0120'MARK NOT FOUND.
 FH0120
 FH0120                          STATION RECOVERY (1984)
 FH0120
 FH0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (WAK)
 FH0120'MARK NOT FOUND.
 FH0120
 FH0120                          STATION RECOVERY (1985)
 FH0120
 FH0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0120'SEARCHED FOR BUT NOT RECOVERED, THE STORE HAS BEEN TORN DOWN AND
 FH0120'REPLACED BY A HOUSE, THE RAILROAD TRACKS HAVE BEEN TAKEN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0120 ***********************************************************************
 DL0120  DESIGNATION -  G 200
 DL0120  PID         -  DL0120
 DL0120  STATE/COUNTY-  AR/UNION
 DL0120  USGS QUAD   -  NEW UNION (1981)
 DL0120
 DL0120                         *CURRENT SURVEY CONTROL
 DL0120  ___________________________________________________________________
 DL0120* NAD 83(1986)-  33 08 16.     (N)    092 12 51.     (W)     SCALED    
 DL0120* NAVD 88     -        27.353  (meters)      89.74   (feet)  ADJUSTED  
 DL0120  ___________________________________________________________________
 DL0120  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DL0120  DYNAMIC HT  -          27.323 (meters)      89.64  (feet)  COMP
 DL0120  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DL0120
 DL0120  VERT ORDER  -  FIRST     CLASS II
 DL0120
 DL0120.The horizontal coordinates were scaled from a topographic map and have
 DL0120.an estimated accuracy of +/- 6 seconds.
 DL0120
 DL0120.The orthometric height was determined by differential leveling
 DL0120.and adjusted by the National Geodetic Survey in June 1991..
 DL0120
 DL0120.The geoid height was determined by GEOID03.
 DL0120
 DL0120.The dynamic height is computed by dividing the NAVD 88
 DL0120.geopotential number by the normal gravity value computed on the
 DL0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0120.degrees latitude (g = 980.6199 gals.).
 DL0120
 DL0120.The modeled gravity was interpolated from observed gravity values.
 DL0120
 DL0120;                    North         East    Units  Estimated Accuracy
 DL0120;SPC AR S     -   452,270.      380,020.      MT  (+/- 180 meters Scaled)
 DL0120
 DL0120                          SUPERSEDED SURVEY CONTROL
 DL0120
 DL0120  NGVD 29 (??/??/92)   27.408  (m)           89.92   (f) ADJ UNCH    1 2
 DL0120
 DL0120.Superseded values are not recommended for survey control.
 DL0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0120.See file dsdata.txt to determine how the superseded data were derived.
 DL0120
 DL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS732668(NAD 83)
 DL0120_MARKER: DB = BENCH MARK DISK
 DL0120_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0120_SP_SET: 20 FT.
 DL0120_STAMPING: G 200 1960
 DL0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0120
 DL0120  HISTORY     - Date     Condition        Report By
 DL0120  HISTORY     - 1960     MONUMENTED       CGS
 DL0120  HISTORY     - 1964     GOOD             NGS
 DL0120
 DL0120                          STATION DESCRIPTION
 DL0120
 DL0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0120'7.4 MI NW FROM FELSENTHAL.
 DL0120'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0120'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, OR 9.0 MILES
 DL0120'EAST ALONG U. S. HIGHWAY 82 FROM THE MISSOURI PACIFIC RAILROAD STATION
 DL0120'AT STRONG, IN SECTION 23, T 18 S, R 11 W, 137 FEET NORTHWEST OF THE
 DL0120'CENTER OF THE INTERSECTION OF THE GRAVELED ROAD AND U. S. HIGHWAY 82,
 DL0120'59 FEET NORTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD, 5 1/2 FEET
 DL0120'NORTHWEST OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST AND ON THE
 DL0120'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20
 DL0120'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 8 INCHES.
 DL0120
 DL0120                          STATION RECOVERY (1964)
 DL0120
 DL0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0253 ***********************************************************************
 DL0253  DESIGNATION -  G 201
 DL0253  PID         -  DL0253
 DL0253  STATE/COUNTY-  AR/UNION
 DL0253  USGS QUAD   -  EL DORADO EAST (1981)
 DL0253
 DL0253                         *CURRENT SURVEY CONTROL
 DL0253  ___________________________________________________________________
 DL0253* NAD 83(1986)-  33 14 34.     (N)    092 31 03.     (W)     SCALED    
 DL0253* NAVD 88     -        56.873  (meters)     186.59   (feet)  ADJUSTED  
 DL0253  ___________________________________________________________________
 DL0253  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0253  DYNAMIC HT  -          56.812 (meters)     186.39  (feet)  COMP
 DL0253  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 DL0253
 DL0253  VERT ORDER  -  FIRST     CLASS II
 DL0253
 DL0253.The horizontal coordinates were scaled from a topographic map and have
 DL0253.an estimated accuracy of +/- 6 seconds.
 DL0253
 DL0253.The orthometric height was determined by differential leveling
 DL0253.and adjusted by the National Geodetic Survey in June 1991..
 DL0253
 DL0253.The geoid height was determined by GEOID03.
 DL0253
 DL0253.The dynamic height is computed by dividing the NAVD 88
 DL0253.geopotential number by the normal gravity value computed on the
 DL0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0253.degrees latitude (g = 980.6199 gals.).
 DL0253
 DL0253.The modeled gravity was interpolated from observed gravity values.
 DL0253
 DL0253;                    North         East    Units  Estimated Accuracy
 DL0253;SPC AR S     -   464,020.      351,770.      MT  (+/- 180 meters Scaled)
 DL0253
 DL0253                          SUPERSEDED SURVEY CONTROL
 DL0253
 DL0253  NGVD 29 (??/??/92)   56.914  (m)          186.73   (f) ADJ UNCH    1 2
 DL0253
 DL0253.Superseded values are not recommended for survey control.
 DL0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0253.See file dsdata.txt to determine how the superseded data were derived.
 DL0253
 DL0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS449783(NAD 83)
 DL0253_MARKER: DB = BENCH MARK DISK
 DL0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0253_STAMPING: G 201 1960
 DL0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0253+STABILITY: SURFACE MOTION
 DL0253
 DL0253  HISTORY     - Date     Condition        Report By
 DL0253  HISTORY     - 1960     MONUMENTED       CGS
 DL0253  HISTORY     - 1964     GOOD             NGS
 DL0253
 DL0253                          STATION DESCRIPTION
 DL0253
 DL0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0253'0.95 MI NE FROM OLD UNION.
 DL0253'ABOUT 0.95 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE OLD UNION
 DL0253'BAPTIST CHURCH AT OLD UNION, IN SECTION 14, T 17 S, R 14 W, 67 FEET
 DL0253'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 105 YARDS NORTHEAST OF THE
 DL0253'CENTER OF THE JUNCTION OF A DIRT ROAD, 148 1/2 FEET SOUTHEAST AND
 DL0253'ACROSS THE ROAD FROM THE SOUTH LEG OF AN OIL WELL DERRICK, 51 1/2 FEET
 DL0253'SOUTH OF A 38-INCH OAK TREE, 43 FEET EAST OF A 16-INCH OAK TREE, 2.0
 DL0253'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 DL0253'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 DL0253'INCHES.  NOTE-- THE ROAD PAST THE MARK HAS BEEN BLACK-TOPPED.
 DL0253
 DL0253                          STATION RECOVERY (1964)
 DL0253
 DL0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0553 ***********************************************************************
 DL0553  DESIGNATION -  G 202
 DL0553  PID         -  DL0553
 DL0553  STATE/COUNTY-  AR/COLUMBIA
 DL0553  USGS QUAD   -  WALDO (1968)
 DL0553
 DL0553                         *CURRENT SURVEY CONTROL
 DL0553  ___________________________________________________________________
 DL0553* NAD 83(1986)-  33 21 08.     (N)    093 17 43.     (W)     SCALED    
 DL0553* NAVD 88     -       109.677  (meters)     359.83   (feet)  ADJUSTED  
 DL0553  ___________________________________________________________________
 DL0553  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DL0553  DYNAMIC HT  -         109.560 (meters)     359.45  (feet)  COMP
 DL0553  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DL0553
 DL0553  VERT ORDER  -  FIRST     CLASS II
 DL0553
 DL0553.The horizontal coordinates were scaled from a topographic map and have
 DL0553.an estimated accuracy of +/- 6 seconds.
 DL0553
 DL0553.The orthometric height was determined by differential leveling
 DL0553.and adjusted by the National Geodetic Survey in June 1991..
 DL0553
 DL0553.The geoid height was determined by GEOID03.
 DL0553
 DL0553.The dynamic height is computed by dividing the NAVD 88
 DL0553.geopotential number by the normal gravity value computed on the
 DL0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0553.degrees latitude (g = 980.6199 gals.).
 DL0553
 DL0553.The modeled gravity was interpolated from observed gravity values.
 DL0553
 DL0553;                    North         East    Units  Estimated Accuracy
 DL0553;SPC AR S     -   476,800.      279,440.      MT  (+/- 180 meters Scaled)
 DL0553
 DL0553                          SUPERSEDED SURVEY CONTROL
 DL0553
 DL0553  NGVD 29 (??/??/92)  109.705  (m)          359.92   (f) ADJ UNCH    1 2
 DL0553
 DL0553.Superseded values are not recommended for survey control.
 DL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0553.See file dsdata.txt to determine how the superseded data were derived.
 DL0553
 DL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS725903(NAD 83)
 DL0553_MARKER: DB = BENCH MARK DISK
 DL0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0553_SP_SET: CONCRETE FOOTING
 DL0553_STAMPING: G 202 1960
 DL0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0553
 DL0553  HISTORY     - Date     Condition        Report By
 DL0553  HISTORY     - 1960     MONUMENTED       CGS
 DL0553  HISTORY     - 1963     GOOD             NGS
 DL0553
 DL0553                          STATION DESCRIPTION
 DL0553
 DL0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0553'0.15 MI E FROM WALDO.
 DL0553'ABOUT 0.15 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0553'STATION AT WALDO, IN SECTION 17, T 16 S, R 21 W, 152 FEET NORTH OF THE
 DL0553'NORTH RAIL OF THE MAIN TRACK SET IN THE TOP OF THE SOUTH CORNER OF THE
 DL0553'SOUTHWEST CONCRETE FOOTING OF THE CITY WATER TANK WHICH PROJECTS 15
 DL0553'INCHES ABOVE THE GROUND, 32 FEET EAST OF THE EAST WALL OF THE POST
 DL0553'OFFICE, 24 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CITY
 DL0553'HALL, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
 DL0553
 DL0553                          STATION RECOVERY (1963)
 DL0553
 DL0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0763 ***********************************************************************
 DL0763  DESIGNATION -  G 203
 DL0763  PID         -  DL0763
 DL0763  STATE/COUNTY-  AR/LAFAYETTE
 DL0763  USGS QUAD   -  LEWISVILLE (1978)
 DL0763
 DL0763                         *CURRENT SURVEY CONTROL
 DL0763  ___________________________________________________________________
 DL0763* NAD 83(1986)-  33 20 02.     (N)    093 35 42.     (W)     SCALED    
 DL0763* NAVD 88     -        82.857  (meters)     271.84   (feet)  ADJUSTED  
 DL0763  ___________________________________________________________________
 DL0763  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DL0763  DYNAMIC HT  -          82.768 (meters)     271.55  (feet)  COMP
 DL0763  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DL0763
 DL0763  VERT ORDER  -  FIRST     CLASS II
 DL0763
 DL0763.The horizontal coordinates were scaled from a topographic map and have
 DL0763.an estimated accuracy of +/- 6 seconds.
 DL0763
 DL0763.The orthometric height was determined by differential leveling
 DL0763.and adjusted by the National Geodetic Survey in June 1991..
 DL0763
 DL0763.The geoid height was determined by GEOID03.
 DL0763
 DL0763.The dynamic height is computed by dividing the NAVD 88
 DL0763.geopotential number by the normal gravity value computed on the
 DL0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0763.degrees latitude (g = 980.6199 gals.).
 DL0763
 DL0763.The modeled gravity was interpolated from observed gravity values.
 DL0763
 DL0763;                    North         East    Units  Estimated Accuracy
 DL0763;SPC AR S     -   475,160.      251,510.      MT  (+/- 180 meters Scaled)
 DL0763
 DL0763                          SUPERSEDED SURVEY CONTROL
 DL0763
 DL0763  NGVD 29 (??/??/92)   82.899  (m)          271.98   (f) ADJ UNCH    1 2
 DL0763
 DL0763.Superseded values are not recommended for survey control.
 DL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0763.See file dsdata.txt to determine how the superseded data were derived.
 DL0763
 DL0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS446884(NAD 83)
 DL0763_MARKER: DB = BENCH MARK DISK
 DL0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0763_STAMPING: G 203 1960
 DL0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0763+STABILITY: SURFACE MOTION
 DL0763
 DL0763  HISTORY     - Date     Condition        Report By
 DL0763  HISTORY     - 1960     MONUMENTED       CGS
 DL0763  HISTORY     - 1963     GOOD             NGS
 DL0763
 DL0763                          STATION DESCRIPTION
 DL0763
 DL0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0763'2.1 MI SW FROM LEWISVILLE.
 DL0763'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0763'STATION AT LEWISVILLE, THENCE 1.4 MILES SOUTH ALONG THE ST. LOUIS
 DL0763'SOUTHWESTERN RAILWAY, 0.2 MILE SOUTH OF A PRIVATE ROAD CROSSING, IN
 DL0763'SECTION 28, T 16 S, R 24 W, AT THE SOUTHWEST CORNER OF A SMALL FIELD,
 DL0763'45 FEET EAST OF THE EAST RAIL, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET
 DL0763'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACKS, AND IN
 DL0763'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0763
 DL0763                          STATION RECOVERY (1963)
 DL0763
 DL0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0261 ***********************************************************************
 DL0261  DESIGNATION -  G 204
 DL0261  PID         -  DL0261
 DL0261  STATE/COUNTY-  AR/OUACHITA
 DL0261  USGS QUAD   -  BUENA VISTA (1962)
 DL0261
 DL0261                         *CURRENT SURVEY CONTROL
 DL0261  ___________________________________________________________________
 DL0261* NAD 83(1986)-  33 28 40.     (N)    092 59 15.     (W)     SCALED    
 DL0261* NAVD 88     -        90.302  (meters)     296.27   (feet)  ADJUSTED  
 DL0261  ___________________________________________________________________
 DL0261  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DL0261  DYNAMIC HT  -          90.208 (meters)     295.96  (feet)  COMP
 DL0261  MODELED GRAV-     979,589.0   (mgal)                       NAVD 88
 DL0261
 DL0261  VERT ORDER  -  FIRST     CLASS II
 DL0261
 DL0261.The horizontal coordinates were scaled from a topographic map and have
 DL0261.an estimated accuracy of +/- 6 seconds.
 DL0261
 DL0261.The orthometric height was determined by differential leveling
 DL0261.and adjusted by the National Geodetic Survey in June 1991..
 DL0261
 DL0261.The geoid height was determined by GEOID03.
 DL0261
 DL0261.The dynamic height is computed by dividing the NAVD 88
 DL0261.geopotential number by the normal gravity value computed on the
 DL0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0261.degrees latitude (g = 980.6199 gals.).
 DL0261
 DL0261.The modeled gravity was interpolated from observed gravity values.
 DL0261
 DL0261;                    North         East    Units  Estimated Accuracy
 DL0261;SPC AR S     -   490,410.      308,220.      MT  (+/- 180 meters Scaled)
 DL0261
 DL0261                          SUPERSEDED SURVEY CONTROL
 DL0261
 DL0261  NGVD 29 (??/??/92)   90.327  (m)          296.35   (f) ADJ UNCH    1 2
 DL0261
 DL0261.Superseded values are not recommended for survey control.
 DL0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0261.See file dsdata.txt to determine how the superseded data were derived.
 DL0261
 DL0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT011042(NAD 83)
 DL0261_MARKER: DB = BENCH MARK DISK
 DL0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0261_STAMPING: G 204 1960
 DL0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0261+STABILITY: SURFACE MOTION
 DL0261
 DL0261  HISTORY     - Date     Condition        Report By
 DL0261  HISTORY     - 1960     MONUMENTED       CGS
 DL0261  HISTORY     - 1964     GOOD             NGS
 DL0261
 DL0261                          STATION DESCRIPTION
 DL0261
 DL0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0261'7.0 MI NE FROM STEPHENS.
 DL0261'ABOUT 7.0 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0261'FROM THE STATION AT STEPHENS, 2 POLES EAST-NORTHEAST OF MILEPOST 351,
 DL0261'29 FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, 28 FEET
 DL0261'NORTH-NORTHWEST OF THE CENTER LINE OF A DIRT ROAD PARALLELING THE
 DL0261'TRACK, 76 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 27 1/2 FEET
 DL0261'EAST-NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 DL0261'POLES, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1.0 FEET BELOW THE
 DL0261'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0261
 DL0261                          STATION RECOVERY (1964)
 DL0261
 DL0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0667 ***********************************************************************
 DL0667  DESIGNATION -  G 205
 DL0667  PID         -  DL0667
 DL0667  STATE/COUNTY-  AR/COLUMBIA
 DL0667  USGS QUAD   -  EMERSON (1971)
 DL0667
 DL0667                         *CURRENT SURVEY CONTROL
 DL0667  ___________________________________________________________________
 DL0667* NAD 83(1986)-  33 01 04.     (N)    093 09 28.     (W)     SCALED    
 DL0667* NAVD 88     -        91.670  (meters)     300.75   (feet)  ADJUSTED  
 DL0667  ___________________________________________________________________
 DL0667  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DL0667  DYNAMIC HT  -          91.570 (meters)     300.43  (feet)  COMP
 DL0667  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 DL0667
 DL0667  VERT ORDER  -  SECOND    CLASS 0
 DL0667
 DL0667.The horizontal coordinates were scaled from a topographic map and have
 DL0667.an estimated accuracy of +/- 6 seconds.
 DL0667
 DL0667.The orthometric height was determined by differential leveling
 DL0667.and adjusted by the National Geodetic Survey in June 1991..
 DL0667
 DL0667.The geoid height was determined by GEOID03.
 DL0667
 DL0667.The dynamic height is computed by dividing the NAVD 88
 DL0667.geopotential number by the normal gravity value computed on the
 DL0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0667.degrees latitude (g = 980.6199 gals.).
 DL0667
 DL0667.The modeled gravity was interpolated from observed gravity values.
 DL0667
 DL0667;                    North         East    Units  Estimated Accuracy
 DL0667;SPC AR S     -   439,560.      291,820.      MT  (+/- 180 meters Scaled)
 DL0667
 DL0667                          SUPERSEDED SURVEY CONTROL
 DL0667
 DL0667  NGVD 29 (??/??/92)   91.729  (m)          300.95   (f) ADJ UNCH    2 0
 DL0667
 DL0667.Superseded values are not recommended for survey control.
 DL0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0667.See file dsdata.txt to determine how the superseded data were derived.
 DL0667
 DL0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS852532(NAD 83)
 DL0667_MARKER: DB = BENCH MARK DISK
 DL0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0667_STAMPING: G 205 1960
 DL0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0667+STABILITY: SURFACE MOTION
 DL0667
 DL0667  HISTORY     - Date     Condition        Report By
 DL0667  HISTORY     - 1960     MONUMENTED       CGS
 DL0667  HISTORY     - 1963     GOOD             NGS
 DL0667
 DL0667                          STATION DESCRIPTION
 DL0667
 DL0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0667'6.05 MI S FROM EMERSON.
 DL0667'ABOUT 6.05 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0667'FROM THE STATION AT EMERSON, ALSO 4.15 MILES NORTH ALONG THE LOUISIANA
 DL0667'AND NORTH WEST RAILROAD FROM THE STATION AT HAYNESVILLE, LOUISIANA,
 DL0667'0.1 MILE NORTHWEST OF MILEPOST 25, IN SECTION 2, T 19 S, R 20 W, 64
 DL0667'1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 50 FEET NORTHWEST OF THE
 DL0667'CENTER LINE OF A GRADED DIRT ROAD, 71 FEET NORTH-NORTHEAST OF THE
 DL0667'CENTER OF A ROAD CROSSING, 25 FEET SOUTHEAST OF A 25-INCH PINE TREE,
 DL0667'2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DL0667'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0667
 DL0667                          STATION RECOVERY (1963)
 DL0667
 DL0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1532 ***********************************************************************
 FF1532  DESIGNATION -  G 206
 FF1532  PID         -  FF1532
 FF1532  STATE/COUNTY-  AR/WHITE
 FF1532  USGS QUAD   -  GARNER (1981)
 FF1532
 FF1532                         *CURRENT SURVEY CONTROL
 FF1532  ___________________________________________________________________
 FF1532* NAD 83(1986)-  35 14 50.     (N)    091 48 36.     (W)     SCALED    
 FF1532* NAVD 88     -        96.664  (meters)     317.14   (feet)  ADJUSTED  
 FF1532  ___________________________________________________________________
 FF1532  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1532  DYNAMIC HT  -          96.576 (meters)     316.85  (feet)  COMP
 FF1532  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 FF1532
 FF1532  VERT ORDER  -  SECOND    CLASS 0
 FF1532
 FF1532.The horizontal coordinates were scaled from a topographic map and have
 FF1532.an estimated accuracy of +/- 6 seconds.
 FF1532
 FF1532.The orthometric height was determined by differential leveling
 FF1532.and adjusted by the National Geodetic Survey in June 1991..
 FF1532
 FF1532.The geoid height was determined by GEOID03.
 FF1532
 FF1532.The dynamic height is computed by dividing the NAVD 88
 FF1532.geopotential number by the normal gravity value computed on the
 FF1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1532.degrees latitude (g = 980.6199 gals.).
 FF1532
 FF1532.The modeled gravity was interpolated from observed gravity values.
 FF1532
 FF1532;                    North         East    Units  Estimated Accuracy
 FF1532;SPC AR N     -   101,410.      417,290.      MT  (+/- 180 meters Scaled)
 FF1532
 FF1532                          SUPERSEDED SURVEY CONTROL
 FF1532
 FF1532  NGVD 29 (??/??/??)   96.612  (m)          316.97   (f) ADJUSTED    2 0
 FF1532
 FF1532.Superseded values are not recommended for survey control.
 FF1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1532.See file dsdata.txt to determine how the superseded data were derived.
 FF1532
 FF1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV082011(NAD 83)
 FF1532_MARKER: DB = BENCH MARK DISK
 FF1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1532_STAMPING: C 206 1962
 FF1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1532+STABILITY: SURFACE MOTION
 FF1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1532+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 FF1532
 FF1532  HISTORY     - Date     Condition        Report By
 FF1532  HISTORY     - 1962     MONUMENTED       CGS
 FF1532  HISTORY     - 1967     GOOD             CGS
 FF1532  HISTORY     - 1988     GOOD             USPSQD
 FF1532  HISTORY     - 20030630 GOOD             USACE
 FF1532
 FF1532                          STATION DESCRIPTION
 FF1532
 FF1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1532'4.4 MI W FROM SEARCY.
 FF1532'IT IS 0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE
 FF1532'IN SEARCY, THENCE 4.15 MILES WEST ALONG STATE HIGHWAY 36, AT A
 FF1532'SIDE RAOD LEADING SOUTH, 40 FEET NORTH OF THE CENTER OF THE
 FF1532'HIGHWAY, 2 FEET WEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A
 FF1532'MEATL WITNESS POST AND SET IN THE TOP OF AN 11 INCH SQUARE
 FF1532'CONCRETE POST PROJECTING 4 INCHES.
 FF1532
 FF1532                          STATION RECOVERY (1988)
 FF1532
 FF1532'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1532'RECOVERED IN GOOD CONDITION.
 FF1532
 FF1532                          STATION RECOVERY (2003)
 FF1532
 FF1532'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0199 ***********************************************************************
 FG0199  DESIGNATION -  G 207
 FG0199  PID         -  FG0199
 FG0199  STATE/COUNTY-  AR/CLEBURNE
 FG0199  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0199
 FG0199                         *CURRENT SURVEY CONTROL
 FG0199  ___________________________________________________________________
 FG0199* NAD 83(1986)-  35 26 33.     (N)    092 05 52.     (W)     SCALED    
 FG0199* NAVD 88     -       199.354  (meters)     654.05   (feet)  ADJUSTED  
 FG0199  ___________________________________________________________________
 FG0199  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FG0199  DYNAMIC HT  -         199.172 (meters)     653.45  (feet)  COMP
 FG0199  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 FG0199
 FG0199  VERT ORDER  -  SECOND    CLASS 0
 FG0199
 FG0199.The horizontal coordinates were scaled from a topographic map and have
 FG0199.an estimated accuracy of +/- 6 seconds.
 FG0199
 FG0199.The orthometric height was determined by differential leveling
 FG0199.and adjusted by the National Geodetic Survey in June 1991..
 FG0199
 FG0199.The geoid height was determined by GEOID03.
 FG0199
 FG0199.The dynamic height is computed by dividing the NAVD 88
 FG0199.geopotential number by the normal gravity value computed on the
 FG0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0199.degrees latitude (g = 980.6199 gals.).
 FG0199
 FG0199.The modeled gravity was interpolated from observed gravity values.
 FG0199
 FG0199;                    North         East    Units  Estimated Accuracy
 FG0199;SPC AR N     -   123,060.      391,120.      MT  (+/- 180 meters Scaled)
 FG0199
 FG0199                          SUPERSEDED SURVEY CONTROL
 FG0199
 FG0199  NGVD 29 (??/??/92)  199.299  (m)          653.87   (f) ADJ UNCH    2 0
 FG0199
 FG0199.Superseded values are not recommended for survey control.
 FG0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0199.See file dsdata.txt to determine how the superseded data were derived.
 FG0199
 FG0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV818224(NAD 83)
 FG0199_MARKER: DB = BENCH MARK DISK
 FG0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0199_SP_SET: BRIDGE
 FG0199_STAMPING: G 207 1962
 FG0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0199
 FG0199  HISTORY     - Date     Condition        Report By
 FG0199  HISTORY     - 1962     MONUMENTED       CGS
 FG0199  HISTORY     - 20030730 MARK NOT FOUND   USACE
 FG0199
 FG0199                          STATION DESCRIPTION
 FG0199
 FG0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0199'5.2 MI SW FROM HEBER SPRINGS.
 FG0199'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE RAILROAD STATION
 FG0199'IN HEBER SPRINGS, 9 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 25,
 FG0199'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE WEST
 FG0199'HEADWALL OF A CONCRETE BRIDGE OVER CADRON CREEK.
 FG0199
 FG0199                          STATION RECOVERY (2003)
 FG0199
 FG0199'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FG0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0146 ***********************************************************************
 FG0146  DESIGNATION -  G 208
 FG0146  PID         -  FG0146
 FG0146  STATE/COUNTY-  AR/FAULKNER
 FG0146  USGS QUAD   -  ROSE BUD (1994)
 FG0146
 FG0146                         *CURRENT SURVEY CONTROL
 FG0146  ___________________________________________________________________
 FG0146* NAD 83(1986)-  35 15 04.     (N)    092 07 23.     (W)     SCALED    
 FG0146* NAVD 88     -       185.650  (meters)     609.09   (feet)  ADJUSTED  
 FG0146  ___________________________________________________________________
 FG0146  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG0146  DYNAMIC HT  -         185.477 (meters)     608.52  (feet)  COMP
 FG0146  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FG0146
 FG0146  VERT ORDER  -  SECOND    CLASS 0
 FG0146
 FG0146.The horizontal coordinates were scaled from a topographic map and have
 FG0146.an estimated accuracy of +/- 6 seconds.
 FG0146
 FG0146.The orthometric height was determined by differential leveling
 FG0146.and adjusted by the National Geodetic Survey in June 1991..
 FG0146
 FG0146.The geoid height was determined by GEOID03.
 FG0146
 FG0146.The dynamic height is computed by dividing the NAVD 88
 FG0146.geopotential number by the normal gravity value computed on the
 FG0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0146.degrees latitude (g = 980.6199 gals.).
 FG0146
 FG0146.The modeled gravity was interpolated from observed gravity values.
 FG0146
 FG0146;                    North         East    Units  Estimated Accuracy
 FG0146;SPC AR N     -   101,830.      388,800.      MT  (+/- 180 meters Scaled)
 FG0146
 FG0146                          SUPERSEDED SURVEY CONTROL
 FG0146
 FG0146  NGVD 29 (??/??/92)  185.621  (m)          608.99   (f) ADJ UNCH    2 0
 FG0146
 FG0146.Superseded values are not recommended for survey control.
 FG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0146.See file dsdata.txt to determine how the superseded data were derived.
 FG0146
 FG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV797012(NAD 83)
 FG0146_MARKER: DB = BENCH MARK DISK
 FG0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0146_SP_SET: CULVERT
 FG0146_STAMPING: G 208 1962
 FG0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0146
 FG0146  HISTORY     - Date     Condition        Report By
 FG0146  HISTORY     - 1962     MONUMENTED       CGS
 FG0146
 FG0146                          STATION DESCRIPTION
 FG0146
 FG0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0146'1.75 MI N FROM MOUNT VERNON.
 FG0146'1.75 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT MOUNT
 FG0146'VERNON, 26.4 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 3 FEET
 FG0146'BELOW THE LEVEL OF THE HIGHWAY, 0.8 FOOT SOUTH OF THE NORTH END OF THE
 FG0146'EAST HEADWALL OF A CONCRETE CULVERT, SET IN A DRILL HOLE IN THE EAST
 FG0146'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0235 ***********************************************************************
 FG0235  DESIGNATION -  G 209
 FG0235  PID         -  FG0235
 FG0235  STATE/COUNTY-  AR/VAN BUREN
 FG0235  USGS QUAD   -  BEE BRANCH (1991)
 FG0235
 FG0235                         *CURRENT SURVEY CONTROL
 FG0235  ___________________________________________________________________
 FG0235* NAD 83(1986)-  35 24 06.     (N)    092 23 36.     (W)     SCALED    
 FG0235* NAVD 88     -       199.365  (meters)     654.08   (feet)  ADJUSTED  
 FG0235  ___________________________________________________________________
 FG0235  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0235  DYNAMIC HT  -         199.180 (meters)     653.48  (feet)  COMP
 FG0235  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 FG0235
 FG0235  VERT ORDER  -  SECOND    CLASS 0
 FG0235
 FG0235.The horizontal coordinates were scaled from a topographic map and have
 FG0235.an estimated accuracy of +/- 6 seconds.
 FG0235
 FG0235.The orthometric height was determined by differential leveling
 FG0235.and adjusted by the National Geodetic Survey in June 1991..
 FG0235
 FG0235.The geoid height was determined by GEOID03.
 FG0235
 FG0235.The dynamic height is computed by dividing the NAVD 88
 FG0235.geopotential number by the normal gravity value computed on the
 FG0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0235.degrees latitude (g = 980.6199 gals.).
 FG0235
 FG0235.The modeled gravity was interpolated from observed gravity values.
 FG0235
 FG0235;                    North         East    Units  Estimated Accuracy
 FG0235;SPC AR N     -   118,590.      364,270.      MT  (+/- 180 meters Scaled)
 FG0235
 FG0235                          SUPERSEDED SURVEY CONTROL
 FG0235
 FG0235  NGVD 29 (??/??/92)  199.341  (m)          654.00   (f) ADJ UNCH    2 0
 FG0235
 FG0235.Superseded values are not recommended for survey control.
 FG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0235.See file dsdata.txt to determine how the superseded data were derived.
 FG0235
 FG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV550177(NAD 83)
 FG0235_MARKER: DB = BENCH MARK DISK
 FG0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0235_SP_SET: BRIDGE
 FG0235_STAMPING: G 209 1962
 FG0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0235
 FG0235  HISTORY     - Date     Condition        Report By
 FG0235  HISTORY     - 1962     MONUMENTED       CGS
 FG0235
 FG0235                          STATION DESCRIPTION
 FG0235
 FG0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0235'3.2 MI N FROM DAMASCUS.
 FG0235'3.2 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 FG0235'DAMASCUS, 151 FEET NORTHEAST OF A POWER LINE POLE, 51 FEET EAST OF THE
 FG0235'CENTER LINE OF HIGHWAY 65, 45 FEET WEST OF THE APPROXIMATE CENTER OF
 FG0235'THE NEW HIGHWAY, 2.8 FEET NORTH OF THE SOUTH END OF THE HEADWALL OF A
 FG0235'BRIDGE, ABOUT 1 FOOT BELOW THE LEVEL OF THE NEW HIGHWAY, 3 FEET ABOVE
 FG0235'THE LEVEL OF THE OLD HIGHWAY, CEMENTED IN A DRILL HOLE IN THE WEST
 FG0235'HEADWALL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0014 ***********************************************************************
 EK0014  DESIGNATION -  G 21
 EK0014  PID         -  EK0014
 EK0014  STATE/COUNTY-  AR/POLK
 EK0014  USGS QUAD   -  ACORN (1975)
 EK0014
 EK0014                         *CURRENT SURVEY CONTROL
 EK0014  ___________________________________________________________________
 EK0014* NAD 83(1986)-  34 38 37.     (N)    094 11 41.     (W)     SCALED    
 EK0014* NAVD 88     -       334.227  (meters)    1096.54   (feet)  ADJUSTED  
 EK0014  ___________________________________________________________________
 EK0014  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 EK0014  DYNAMIC HT  -         333.866 (meters)    1095.36  (feet)  COMP
 EK0014  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 EK0014
 EK0014  VERT ORDER  -  FIRST     CLASS II
 EK0014
 EK0014.The horizontal coordinates were scaled from a topographic map and have
 EK0014.an estimated accuracy of +/- 6 seconds.
 EK0014
 EK0014.The orthometric height was determined by differential leveling
 EK0014.and adjusted by the National Geodetic Survey in June 1991..
 EK0014
 EK0014.The geoid height was determined by GEOID03.
 EK0014
 EK0014.The dynamic height is computed by dividing the NAVD 88
 EK0014.geopotential number by the normal gravity value computed on the
 EK0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0014.degrees latitude (g = 980.6199 gals.).
 EK0014
 EK0014.The modeled gravity was interpolated from observed gravity values.
 EK0014
 EK0014;                    North         East    Units  Estimated Accuracy
 EK0014;SPC AR S     -   621,430.      198,800.      MT  (+/- 180 meters Scaled)
 EK0014
 EK0014                          SUPERSEDED SURVEY CONTROL
 EK0014
 EK0014  NGVD 29 (??/??/92)  334.127  (m)         1096.21   (f) ADJ UNCH    1 2
 EK0014
 EK0014.Superseded values are not recommended for survey control.
 EK0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0014.See file dsdata.txt to determine how the superseded data were derived.
 EK0014
 EK0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU905341(NAD 83)
 EK0014_MARKER: DB = BENCH MARK DISK
 EK0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0014_SP_SET: BRIDGE
 EK0014_MARK LOGO: CGS   
 EK0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0014
 EK0014  HISTORY     - Date     Condition        Report By
 EK0014  HISTORY     - UNK      MONUMENTED       CGS
 EK0014  HISTORY     - 1932     GOOD             NGS
 EK0014  HISTORY     - 1961     GOOD             NGS
 EK0014  HISTORY     - 1985     GOOD             NGS
 EK0014  HISTORY     - 1987     GOOD             USPSQD
 EK0014  HISTORY     - 1987     GOOD             USPSQD
 EK0014  HISTORY     - 1988     GOOD             USPSQD
 EK0014  HISTORY     - 1989     GOOD             USPSQD
 EK0014  HISTORY     - 1990     GOOD             USPSQD
 EK0014
 EK0014                          STATION DESCRIPTION
 EK0014
 EK0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0014'6.3 MI N FROM MENA.
 EK0014'6.3 MILES NORTH BY HIGHWAY LOCATED ON HIGHWAY U.S. 71 ABOUT 0.5
 EK0014'MILES NORTH OF THE JUNCTION OF 71 AND 270 WHICH LEADS WESTWARD
 EK0014'INTO OKLA., IN THE EAST SIDE OF THE SOUTH HEADWALL OF BRIDGE
 EK0014'10-6.23.
 EK0014
 EK0014                          STATION RECOVERY (1961)
 EK0014
 EK0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0014'RECOVERED IN GOOD CONDITION.
 EK0014
 EK0014                          STATION RECOVERY (1985)
 EK0014
 EK0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0014'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  0.6 KM
 EK0014'(0.4 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF U.S.
 EK0014'HIGHWAYS 270 AND 59, AT THE SOUTHEAST HEADWALL OF A BRIDGE UNDER OLD
 EK0014'HIGHWAY 71 (PARALLELS NEW HIGHWAY 71), 38.25 METERS (125.5 FT)
 EK0014'SOUTH-SOUTHEAST OF THE CENTERLINE OF NEW HIGHWAY 71, 7.01 METERS
 EK0014'(23.0 FT) WEST-SOUTHWEST OF A POWERLINE POLE, 6.71 METERS (22.0 FT)
 EK0014'SOUTH-SOUTHEAST OF THE CENTERLINE OF OLD HIGHWAY 71, AND 0.18 METERS
 EK0014'(0.6 FT) WEST OF THE EAST END OF THE HEADWALL.
 EK0014'THE MARK IS 1.20 M BELOW NEW HIGHWAY 71.
 EK0014
 EK0014                          STATION RECOVERY (1987)
 EK0014
 EK0014'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0014'RECOVERED IN GOOD CONDITION.
 EK0014
 EK0014                          STATION RECOVERY (1987)
 EK0014
 EK0014'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0014'RECOVERED IN GOOD CONDITION.
 EK0014
 EK0014                          STATION RECOVERY (1988)
 EK0014
 EK0014'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0014'RECOVERED IN GOOD CONDITION.
 EK0014
 EK0014                          STATION RECOVERY (1989)
 EK0014
 EK0014'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0014'RECOVERED IN GOOD CONDITION.
 EK0014
 EK0014                          STATION RECOVERY (1990)
 EK0014
 EK0014'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0240 ***********************************************************************
 FG0240  DESIGNATION -  G 210
 FG0240  PID         -  FG0240
 FG0240  STATE/COUNTY-  AR/VAN BUREN
 FG0240  USGS QUAD   -  MORGANTON (1989)
 FG0240
 FG0240                         *CURRENT SURVEY CONTROL
 FG0240  ___________________________________________________________________
 FG0240* NAD 83(1986)-  35 23 21.     (N)    092 20 53.     (W)     SCALED    
 FG0240* NAVD 88     -       237.109  (meters)     777.92   (feet)  ADJUSTED  
 FG0240  ___________________________________________________________________
 FG0240  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG0240  DYNAMIC HT  -         236.891 (meters)     777.20  (feet)  COMP
 FG0240  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 FG0240
 FG0240  VERT ORDER  -  SECOND    CLASS 0
 FG0240
 FG0240.The horizontal coordinates were scaled from a topographic map and have
 FG0240.an estimated accuracy of +/- 6 seconds.
 FG0240
 FG0240.The orthometric height was determined by differential leveling
 FG0240.and adjusted by the National Geodetic Survey in June 1991..
 FG0240
 FG0240.The geoid height was determined by GEOID03.
 FG0240
 FG0240.The dynamic height is computed by dividing the NAVD 88
 FG0240.geopotential number by the normal gravity value computed on the
 FG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0240.degrees latitude (g = 980.6199 gals.).
 FG0240
 FG0240.The modeled gravity was interpolated from observed gravity values.
 FG0240
 FG0240;                    North         East    Units  Estimated Accuracy
 FG0240;SPC AR N     -   117,190.      368,380.      MT  (+/- 180 meters Scaled)
 FG0240
 FG0240                          SUPERSEDED SURVEY CONTROL
 FG0240
 FG0240  NGVD 29 (??/??/92)  237.077  (m)          777.81   (f) ADJ UNCH    2 0
 FG0240
 FG0240.Superseded values are not recommended for survey control.
 FG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0240.See file dsdata.txt to determine how the superseded data were derived.
 FG0240
 FG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV592163(NAD 83)
 FG0240_MARKER: DB = BENCH MARK DISK
 FG0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0240_SP_SET: CULVERT
 FG0240_STAMPING: G 210 1962
 FG0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0240
 FG0240  HISTORY     - Date     Condition        Report By
 FG0240  HISTORY     - 1962     MONUMENTED       CGS
 FG0240  HISTORY     - 1967     GOOD             NGS
 FG0240
 FG0240                          STATION DESCRIPTION
 FG0240
 FG0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0240'7.7 MI W FROM QUITMAN.
 FG0240'IT IS 0.3 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE IN
 FG0240'QUITMAN, THENCE WEST 7.4 MILES ALONG STATE HIGHWAY 124, 67 FEET
 FG0240'NORTHEAST OF THE NORTHEAST CORNER OF BURROUGHS GROCERY STORE IN THE
 FG0240'VILLAGE OF GRAVESVILLE, 17 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 FG0240'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH HEADWALL OF A
 FG0240'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1897 ***********************************************************************
 FE1897  DESIGNATION -  G 213
 FE1897  PID         -  FE1897
 FE1897  STATE/COUNTY-  AR/MISSISSIPPI
 FE1897  USGS QUAD   -  CHIC (1983)
 FE1897
 FE1897                         *CURRENT SURVEY CONTROL
 FE1897  ___________________________________________________________________
 FE1897* NAD 83(1986)-  35 58 10.     (N)    089 43 44.     (W)     SCALED    
 FE1897* NAVD 88     -        85.645  (meters)     280.99   (feet)  ADJUSTED  
 FE1897  ___________________________________________________________________
 FE1897  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE1897  DYNAMIC HT  -          85.573 (meters)     280.75  (feet)  COMP
 FE1897  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 FE1897
 FE1897  VERT ORDER  -  FIRST     CLASS I
 FE1897
 FE1897.The horizontal coordinates were scaled from a topographic map and have
 FE1897.an estimated accuracy of +/- 6 seconds.
 FE1897
 FE1897.The orthometric height was determined by differential leveling
 FE1897.and adjusted by the National Geodetic Survey in June 1991..
 FE1897
 FE1897.The geoid height was determined by GEOID03.
 FE1897
 FE1897.The dynamic height is computed by dividing the NAVD 88
 FE1897.geopotential number by the normal gravity value computed on the
 FE1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1897.degrees latitude (g = 980.6199 gals.).
 FE1897
 FE1897.The modeled gravity was interpolated from observed gravity values.
 FE1897
 FE1897;                    North         East    Units  Estimated Accuracy
 FE1897;SPC AR N     -   183,880.      604,820.      MT  (+/- 180 meters Scaled)
 FE1897
 FE1897                          SUPERSEDED SURVEY CONTROL
 FE1897
 FE1897  NGVD 29 (??/??/??)   85.571  (m)          280.74   (f) ADJUSTED    1 1
 FE1897
 FE1897.Superseded values are not recommended for survey control.
 FE1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1897.See file dsdata.txt to determine how the superseded data were derived.
 FE1897
 FE1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE539840(NAD 83)
 FE1897_MARKER: DB = BENCH MARK DISK
 FE1897_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1897_SP_SET: 4 FEET
 FE1897_STAMPING: G 213 1976
 FE1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1897+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FE1897
 FE1897  HISTORY     - Date     Condition        Report By
 FE1897  HISTORY     - 1976     MONUMENTED       NGS
 FE1897  HISTORY     - 20020729 GOOD             USACE
 FE1897
 FE1897                          STATION DESCRIPTION
 FE1897
 FE1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1897'0.3 MI SW FROM HUFFMAN.
 FE1897'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 FE1897'WAYS 137 AND 150 AT HUFFMAN, THENCE 0.25 MILE SOUTHWEST ALONG THE
 FE1897'LEVEE, 76.9 FEET SOUTHWEST OF THE CENTER OF A GATE WITH CATTLE
 FE1897'GUARD, 16.5 FEET WEST OF THE CENTER OF THE LEVEE, AND 4.0 FEET
 FE1897'EAST OF MILEPOST 49/50. A DISK ON TOP OF A COPPER COATED SDEEL ROD
 FE1897'SET TO A DEPTH OF 4 FEET, 2 FEET BELOW LEVEE, AND 1 FOOT EAST OF
 FE1897'A WITNESS POST.
 FE1897
 FE1897                          STATION RECOVERY (2002)
 FE1897
 FE1897'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1863 ***********************************************************************
 FE1863  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1863  DESIGNATION -  G 214
 FE1863  PID         -  FE1863
 FE1863  STATE/COUNTY-  AR/MISSISSIPPI
 FE1863  USGS QUAD   -  OSCEOLA (1983)
 FE1863
 FE1863                         *CURRENT SURVEY CONTROL
 FE1863  ___________________________________________________________________
 FE1863* NAD 83(1997)-  35 44 41.77772(N)    089 56 32.31392(W)     ADJUSTED  
 FE1863* NAVD 88     -        82.08   (meters)     269.3    (feet)  GPS OBS   
 FE1863  ___________________________________________________________________
 FE1863  X           -       5,218.337 (meters)                     COMP
 FE1863  Y           -  -5,182,624.035 (meters)                     COMP
 FE1863  Z           -   3,705,290.652 (meters)                     COMP
 FE1863  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FE1863  ELLIP HEIGHT-          54.35  (meters)          (05/31/05) GPS OBS
 FE1863  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1863  DYNAMIC HT  -          82.01  (meters)     269.1   (feet)  COMP
 FE1863  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FE1863
 FE1863  HORZ ORDER  -  FIRST
 FE1863  VERT ORDER  -  FIRST     CLASS I (See Below)
 FE1863  ELLP ORDER  -  FOURTH    CLASS II
 FE1863
 FE1863.The horizontal coordinates were established by GPS observations
 FE1863.and adjusted by the National Geodetic Survey in May 2005..
 FE1863
 FE1863.The orthometric height was determined by GPS observations and a
 FE1863.high-resolution geoid model using precise GPS observation and
 FE1863.processing techniques. It supersedes the leveled height previously
 FE1863.determined for this station.
 FE1863.The vertical order pertains to the first NAVD 88 superseded value.
 FE1863
 FE1863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1863
 FE1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1863
 FE1863.The ellipsoidal height was determined by GPS observations
 FE1863.and is referenced to NAD 83.
 FE1863
 FE1863.The geoid height was determined by GEOID03.
 FE1863
 FE1863.The dynamic height is computed by dividing the NAVD 88
 FE1863.geopotential number by the normal gravity value computed on the
 FE1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1863.degrees latitude (g = 980.6199 gals.).
 FE1863
 FE1863.The modeled gravity was interpolated from observed gravity values.
 FE1863
 FE1863;                    North         East     Units Scale Factor Converg.
 FE1863;SPC AR N     -   158,550.853   586,099.811   MT  0.99993985   +1 11 50.5
 FE1863;SPC AR N     -   520,178.92  1,922,895.80   sFT  0.99993985   +1 11 50.5
 FE1863;UTM  16      - 3,959,652.017   233,927.926   MT  1.00047246   -1 43 11.4
 FE1863;UTM  15      - 3,959,971.553   776,509.062   MT  1.00054226   +1 47 14.5
 FE1863
 FE1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1863!SPC AR N     -   0.99999147  x   0.99993985  =   0.99993132
 FE1863!UTM  16      -   0.99999147  x   1.00047246  =   1.00046393
 FE1863!UTM  15      -   0.99999147  x   1.00054226  =   1.00053372
 FE1863
 FE1863                          SUPERSEDED SURVEY CONTROL
 FE1863
 FE1863  NAVD 88 (06/15/91)   82.093  (m)          269.33   (f) ADJUSTED    1 1
 FE1863  NGVD 29 (??/??/??)   82.042  (m)          269.17   (f) ADJUSTED    1 1
 FE1863
 FE1863.Superseded values are not recommended for survey control.
 FE1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1863.See file dsdata.txt to determine how the superseded data were derived.
 FE1863
 FE1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3392859652(NAD 83)
 FE1863_MARKER: DB = BENCH MARK DISK
 FE1863_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1863_SP_SET: 4 FEET
 FE1863_STAMPING: G 214 1976
 FE1863_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1863+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 FE1863
 FE1863  HISTORY     - Date     Condition        Report By
 FE1863  HISTORY     - 1976     MONUMENTED       NGS
 FE1863  HISTORY     - 20020729 GOOD             USACE
 FE1863  HISTORY     - 20030717 GOOD             EMCINC
 FE1863
 FE1863                          STATION DESCRIPTION
 FE1863
 FE1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1863'1.0 MI SW FROM LUXORA.
 FE1863'1.0 MILE SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH MAIN
 FE1863'STREET AT LUXORA, 16.5 FEET NORTHWEST OF THE CENTER OF THE LEVEE,
 FE1863'AND 1.5 FEET SOUTHEAST OF MILEPOST 75/76. A DISK ON THE TOP OF A
 FE1863'COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET, ABOUT LEVEL
 FE1863'WITH THE LEVEE, AND 1 FOOT WEST OF A WITNESS POST.
 FE1863
 FE1863                          STATION RECOVERY (2002)
 FE1863
 FE1863'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1863'RECOVERED IN GOOD CONDITION.
 FE1863
 FE1863                          STATION RECOVERY (2003)
 FE1863
 FE1863'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1863'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1884 ***********************************************************************
 FE1884  DESIGNATION -  G 215
 FE1884  PID         -  FE1884
 FE1884  STATE/COUNTY-  AR/MISSISSIPPI
 FE1884  USGS QUAD   -  NODENA (1983)
 FE1884
 FE1884                         *CURRENT SURVEY CONTROL
 FE1884  ___________________________________________________________________
 FE1884* NAD 83(1986)-  35 32 56.     (N)    089 55 03.     (W)     SCALED    
 FE1884* NAVD 88     -        72.450  (meters)     237.70   (feet)  ADJUSTED  
 FE1884  ___________________________________________________________________
 FE1884  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1884  DYNAMIC HT  -          72.388 (meters)     237.49  (feet)  COMP
 FE1884  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 FE1884
 FE1884  VERT ORDER  -  FIRST     CLASS I
 FE1884
 FE1884.The horizontal coordinates were scaled from a topographic map and have
 FE1884.an estimated accuracy of +/- 6 seconds.
 FE1884
 FE1884.The orthometric height was determined by differential leveling
 FE1884.and adjusted by the National Geodetic Survey in June 1991..
 FE1884
 FE1884.The geoid height was determined by GEOID03.
 FE1884
 FE1884.The dynamic height is computed by dividing the NAVD 88
 FE1884.geopotential number by the normal gravity value computed on the
 FE1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1884.degrees latitude (g = 980.6199 gals.).
 FE1884
 FE1884.The modeled gravity was interpolated from observed gravity values.
 FE1884
 FE1884;                    North         East    Units  Estimated Accuracy
 FE1884;SPC AR N     -   136,850.      588,800.      MT  (+/- 180 meters Scaled)
 FE1884
 FE1884                          SUPERSEDED SURVEY CONTROL
 FE1884
 FE1884  NGVD 29 (??/??/??)   72.420  (m)          237.60   (f) ADJUSTED    1 1
 FE1884
 FE1884.Superseded values are not recommended for survey control.
 FE1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1884.See file dsdata.txt to determine how the superseded data were derived.
 FE1884
 FE1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE355378(NAD 83)
 FE1884_MARKER: DB = BENCH MARK DISK
 FE1884_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1884_SP_SET: 4 FEET
 FE1884_STAMPING: G 215 1976
 FE1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1884+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 FE1884
 FE1884  HISTORY     - Date     Condition        Report By
 FE1884  HISTORY     - 1976     MONUMENTED       NGS
 FE1884  HISTORY     - 1987     GOOD             USPSQD
 FE1884  HISTORY     - 20020726 GOOD             USACE
 FE1884
 FE1884                          STATION DESCRIPTION
 FE1884
 FE1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1884'7.8 MI NE FROM WILSON.
 FE1884'6.0 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1884'STREET AT WILSON, THENCE 1.75 MILE EAST ALONG A DIRT ROAD LEADING
 FE1884'TO MORGAN POINT, 30.3 FEET NORTH OF THE CENTER OF DIRT ROAD, AT
 FE1884'THE EAST END OF A CULTIVATED FIELD, 14.8 FEET SOUTHEAST OF A 4
 FE1884'FOOT COTTONWOOD TREE, 150 FEET EAST OF A DIRT LANE LEADING SOUTH
 FE1884'ACROSS A CULTIVATED FIELD. A DISK ON THE TOP OF A COPPER COATED
 FE1884'STEEL ROD SET TO A DEPTH OF 4 FEET ENCASED IN A CONCRETE POST
 FE1884'PROJECTING 2 INCHES, 1 FOOT BELOW THE ROAD, AND 1 FOOT NE OF A
 FE1884'WITNESS POST.
 FE1884
 FE1884                          STATION RECOVERY (1987)
 FE1884
 FE1884'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1884'RECOVERED IN GOOD CONDITION.
 FE1884
 FE1884                          STATION RECOVERY (2002)
 FE1884
 FE1884'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1884'THE STATION IS 1 FT S OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0763 ***********************************************************************
 EH0763  DESIGNATION -  G 216
 EH0763  PID         -  EH0763
 EH0763  STATE/COUNTY-  AR/DESHA
 EH0763  USGS QUAD   -  LACONIA (1982)
 EH0763
 EH0763                         *CURRENT SURVEY CONTROL
 EH0763  ___________________________________________________________________
 EH0763* NAD 83(1986)-  34 05 34.     (N)    090 55 34.     (W)     SCALED    
 EH0763* NAVD 88     -        49.993  (meters)     164.02   (feet)  ADJUSTED  
 EH0763  ___________________________________________________________________
 EH0763  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0763  DYNAMIC HT  -          49.943 (meters)     163.85  (feet)  COMP
 EH0763  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 EH0763
 EH0763  VERT ORDER  -  FIRST     CLASS II
 EH0763
 EH0763.The horizontal coordinates were scaled from a topographic map and have
 EH0763.an estimated accuracy of +/- 6 seconds.
 EH0763
 EH0763.The orthometric height was determined by differential leveling
 EH0763.and adjusted by the National Geodetic Survey in June 1991..
 EH0763
 EH0763.The geoid height was determined by GEOID03.
 EH0763
 EH0763.The dynamic height is computed by dividing the NAVD 88
 EH0763.geopotential number by the normal gravity value computed on the
 EH0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0763.degrees latitude (g = 980.6199 gals.).
 EH0763
 EH0763.The modeled gravity was interpolated from observed gravity values.
 EH0763
 EH0763;                    North         East    Units  Estimated Accuracy
 EH0763;SPC AR S     -   558,690.      499,090.      MT  (+/- 180 meters Scaled)
 EH0763
 EH0763                          SUPERSEDED SURVEY CONTROL
 EH0763
 EH0763  NGVD 29 (??/??/??)   50.043  (m)          164.18   (f) ADJUSTED    1 2
 EH0763
 EH0763.Superseded values are not recommended for survey control.
 EH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0763.See file dsdata.txt to determine how the superseded data were derived.
 EH0763
 EH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT913743(NAD 83)
 EH0763_MARKER: DB = BENCH MARK DISK
 EH0763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0763_SP_SET: 40 FT.
 EH0763_STAMPING: G 216 1976
 EH0763_MARK LOGO: NGS   
 EH0763_PROJECTION: PROJECTING 2 CENTIMETERS
 EH0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0763_ROD/PIPE-DEPTH: 12.2 meters
 EH0763
 EH0763  HISTORY     - Date     Condition        Report By
 EH0763  HISTORY     - 1976     MONUMENTED       NGS
 EH0763  HISTORY     - 1985     GOOD             NGS
 EH0763
 EH0763                          STATION DESCRIPTION
 EH0763
 EH0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0763'12.45 MI S FROM MELLWOOD.
 EH0763'11.8 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0763'MELLWOOD, THENCE 0.75 MILE EAST ALONG A FIELD ROAD TO THE BANK OF THE
 EH0763'MISSISSIPPI RIVER, 6.6 FEET SOUTHWEST OF THE BEACON LIGHT, AND SET IN
 EH0763'BETWEEN THE TWO MOST SOUTHWEST OF THREE GUY WIRES.  A DISK ON TOP OF A
 EH0763'COPPER-COATED STEEL ROD TO A DEPTH OF 40 FEET ENCASED IN A PIPE
 EH0763'PROJECTING +1 INCHES.  ABOUT LEVEL WITH ROAD 1 FOOT SOUTHWEST OF A
 EH0763'WITNESS POST.
 EH0763
 EH0763                          STATION RECOVERY (1985)
 EH0763
 EH0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0763'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  19.0 KM
 EH0763'(11.8 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE CROSSING OF A
 EH0763'GRAVEL ROAD AT MELLWOOD, THENCE ABOUT 0.40 KM (0.25 MI) EASTERLY ALONG
 EH0763'A TRACK AND WOODS ROAD, THROUGH A METAL GATE (AT THE TOE OF THE LEVEE)
 EH0763'TO THE BANK OF THE MISSISSIPPI RIVER, THENCE ABOUT 0.72 KM (0.45 MI)
 EH0763'SOUTHEASTERLY ALONG A TRACK ROAD PARRALELLING THE BANK OF THE
 EH0763'MISSISSIPPI TO A NAVIGATIONAL BEACON LIGHT, THE BENCH MARK IS ON THE
 EH0763'LEFT, AND 2.0 METERS (6.6 FT) WEST-NORTHWEST OF A BEACON LIGHT TOWER.
 EH0763'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 EH0763'THE MARK IS ABOVE LEVEL WITH TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1215 ***********************************************************************
 FF1215  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1215  DESIGNATION -  G 217
 FF1215  PID         -  FF1215
 FF1215  STATE/COUNTY-  AR/CRITTENDEN
 FF1215  USGS QUAD   -  WEST MEMPHIS (1983)
 FF1215
 FF1215                         *CURRENT SURVEY CONTROL
 FF1215  ___________________________________________________________________
 FF1215* NAD 83(1997)-  35 14 49.46453(N)    090 07 52.37305(W)     ADJUSTED  
 FF1215* NAVD 88     -        74.44   (meters)     244.2    (feet)  GPS OBS   
 FF1215  ___________________________________________________________________
 FF1215  X           -     -11,942.314 (meters)                     COMP
 FF1215  Y           -  -5,214,680.951 (meters)                     COMP
 FF1215  Z           -   3,660,313.932 (meters)                     COMP
 FF1215  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FF1215  ELLIP HEIGHT-          47.11  (meters)          (08/22/02) GPS OBS
 FF1215  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1215  DYNAMIC HT  -          74.38  (meters)     244.0   (feet)  COMP
 FF1215  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 FF1215
 FF1215  HORZ ORDER  -  B
 FF1215  VERT ORDER  -  FIRST     CLASS I (See Below)
 FF1215  ELLP ORDER  -  THIRD     CLASS I
 FF1215
 FF1215.The horizontal coordinates were established by GPS observations
 FF1215.and adjusted by the National Geodetic Survey in August 2002..
 FF1215
 FF1215.The orthometric height was determined by GPS observations and a
 FF1215.high-resolution geoid model using precise GPS observation and
 FF1215.processing techniques. It supersedes the leveled height previously
 FF1215.determined for this station.
 FF1215.The vertical order pertains to the first NAVD 88 superseded value.
 FF1215
 FF1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1215
 FF1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1215
 FF1215.The ellipsoidal height was determined by GPS observations
 FF1215.and is referenced to NAD 83.
 FF1215
 FF1215.The geoid height was determined by GEOID03.
 FF1215
 FF1215.The dynamic height is computed by dividing the NAVD 88
 FF1215.geopotential number by the normal gravity value computed on the
 FF1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1215.degrees latitude (g = 980.6199 gals.).
 FF1215
 FF1215.The modeled gravity was interpolated from observed gravity values.
 FF1215
 FF1215;                    North         East     Units Scale Factor Converg.
 FF1215;SPC AR N     -   102,985.508   570,065.423   MT  0.99995315   +1 05 14.8
 FF1215;SPC AR N     -   337,878.29  1,870,289.64   sFT  0.99995315   +1 05 14.8
 FF1215;UTM  15      - 3,904,216.259   761,028.799   MT  1.00043979   +1 39 23.5
 FF1215
 FF1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1215!SPC AR N     -   0.99999261  x   0.99995315  =   0.99994576
 FF1215!UTM  15      -   0.99999261  x   1.00043979  =   1.00043239
 FF1215
 FF1215                          SUPERSEDED SURVEY CONTROL
 FF1215
 FF1215  NAVD 88 (06/15/91)   74.503  (m)          244.43   (f) ADJUSTED    1 1
 FF1215  NGVD 29 (??/??/??)   74.487  (m)          244.38   (f) ADJUSTED    1 1
 FF1215
 FF1215.Superseded values are not recommended for survey control.
 FF1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1215.See file dsdata.txt to determine how the superseded data were derived.
 FF1215
 FF1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6102904216(NAD 83)
 FF1215_MARKER: DB = BENCH MARK DISK
 FF1215_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1215+WITH SETTING: INTO GROUND
 FF1215_SP_SET: METAL ROD WITH BASE PLATE
 FF1215_STAMPING: G 217 1976
 FF1215_MARK LOGO: NGS   
 FF1215_PROJECTION: FLUSH
 FF1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1215+STABILITY: SURFACE MOTION
 FF1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1215+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 FF1215_ROD/PIPE-DEPTH:  1.2 meters
 FF1215
 FF1215  HISTORY     - Date     Condition        Report By
 FF1215  HISTORY     - 1976     MONUMENTED       NGS
 FF1215  HISTORY     - 20000901 GOOD             USE
 FF1215  HISTORY     - 20011004 GOOD             3001
 FF1215  HISTORY     - 20020418 GOOD             EMCINC
 FF1215
 FF1215                          STATION DESCRIPTION
 FF1215
 FF1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1215'9.3 MI NORTH FROM WEST MEMPHIS.
 FF1215'9.3 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1215'HIGHWAY 55 AT WEST MEMPHIS, 12 FEET SOUTH OF THE CENTER OF LEVEE,
 FF1215'AND 1 FOOT NORTH OF MILEPOST 141/142.
 FF1215'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1215'FEET.  2 FEET BELOW THE LEVEE.  1 FEET WEST OF A WITNESS POST.
 FF1215
 FF1215                          STATION RECOVERY (2000)
 FF1215
 FF1215'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1215'RECOVERED IN GOOD CONDITION.
 FF1215
 FF1215                          STATION RECOVERY (2001)
 FF1215
 FF1215'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FF1215'THE STATION IS LOCATED IN 9.3 MILES  NORTH FROM WEST MEMPHIS 9.3 MILES
 FF1215'NORTH ALONG THE
 FF1215'LEVEE FROM THE CROSSING OF I-55 AT WEST MEMPHIS, 12 FEET SOUTH OF THE
 FF1215'CENTER OF LEVEE,
 FF1215'1FT NORTH OF MILE POST 141/142.
 FF1215' 
 FF1215'TO REACH THE STATION FROM THE INTERSECTION OF I-55 EXIT 14 AND JAMES
 FF1215'MILL RD, GO EAST .5
 FF1215'MILES ON JAMES MILL RD TO THE INERSECTION OF JAMES MILL RD AND SR77.
 FF1215'PROCEED SOUTH ON
 FF1215'SR77 (1.2 MILES) TO THE INTERSECTION OF SR77 AND CR 2, PROCEED EAST ON
 FF1215'CR2 FOR (3.7MILES) TO
 FF1215'INTERSECTION OF CR2 AND CR307 (DAILY RD.) TO THE TOP OF LEVEE, GO EAST
 FF1215'ON TOP OF LEVEE
 FF1215'(1.4ML) TO STATION ON THE RIGHT. NOTE- 2 LOCKED GATES ON TOP OF THE
 FF1215'LEVEE.
 FF1215' 
 FF1215'THE STATION IS A METAL ROD WITH BASE PLATE BURRIED/SCREWED WITH
 FF1215'SETTING INTO GROUND.
 FF1215'12 FEET SOUTH OF THE CENTER OF LEVEE, AND 1 FOOT NORTH OF MILEPOST
 FF1215'141/142
 FF1215' 
 FF1215' 
 FF1215'
 FF1215
 FF1215                          STATION RECOVERY (2002)
 FF1215
 FF1215'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FF1215'FOUND AS DESCRIBED.
 FF1215' 
 FF1215'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1025 ***********************************************************************
 FF1025  DESIGNATION -  G 218
 FF1025  PID         -  FF1025
 FF1025  STATE/COUNTY-  AR/CRITTENDEN
 FF1025  USGS QUAD   -  EDMONDSON (1981)
 FF1025
 FF1025                         *CURRENT SURVEY CONTROL
 FF1025  ___________________________________________________________________
 FF1025* NAD 83(1986)-  35 02 55.     (N)    090 19 08.     (W)     SCALED    
 FF1025* NAVD 88     -        71.703  (meters)     235.25   (feet)  ADJUSTED  
 FF1025  ___________________________________________________________________
 FF1025  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FF1025  DYNAMIC HT  -          71.638 (meters)     235.03  (feet)  COMP
 FF1025  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 FF1025
 FF1025  VERT ORDER  -  FIRST     CLASS II
 FF1025
 FF1025.The horizontal coordinates were scaled from a topographic map and have
 FF1025.an estimated accuracy of +/- 6 seconds.
 FF1025
 FF1025.The orthometric height was determined by differential leveling
 FF1025.and adjusted by the National Geodetic Survey in June 1991..
 FF1025
 FF1025.The geoid height was determined by GEOID03.
 FF1025
 FF1025.The dynamic height is computed by dividing the NAVD 88
 FF1025.geopotential number by the normal gravity value computed on the
 FF1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1025.degrees latitude (g = 980.6199 gals.).
 FF1025
 FF1025.The modeled gravity was interpolated from observed gravity values.
 FF1025
 FF1025;                    North         East    Units  Estimated Accuracy
 FF1025;SPC AR N     -    80,660.      553,360.      MT  (+/- 180 meters Scaled)
 FF1025
 FF1025                          SUPERSEDED SURVEY CONTROL
 FF1025
 FF1025  NGVD 29 (??/??/??)   71.705  (m)          235.25   (f) ADJUSTED    1 2
 FF1025
 FF1025.Superseded values are not recommended for survey control.
 FF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1025.See file dsdata.txt to determine how the superseded data were derived.
 FF1025
 FF1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU445817(NAD 83)
 FF1025_MARKER: DB = BENCH MARK DISK
 FF1025_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1025+WITH SETTING: INTO GROUND
 FF1025_SP_SET: METAL ROD WITH BASE PLATE
 FF1025_STAMPING: G 218 1976
 FF1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1025+STABILITY: SURFACE MOTION
 FF1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1025+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF1025
 FF1025  HISTORY     - Date     Condition        Report By
 FF1025  HISTORY     - 1976     MONUMENTED       NGS
 FF1025  HISTORY     - 20030326 GOOD             USACE
 FF1025
 FF1025                          STATION DESCRIPTION
 FF1025
 FF1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1025'16.1 MI SOUTH FROM WEST MEMPHIS.
 FF1025'16.1 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1025'HIGHWAY 55 AT WEST MEMPHIS, ALSO ABOUT 2 MILES SOUTH WEST OF
 FF1025'MIDWAY CORNER, 2 FEET NORTHEAST OF MILEPOST 167/168, AND 16 FEET
 FF1025'NORTHWEST OF THE CENTER LINE OF THE LEVEE.  A DISK ON THE TOP OF A
 FF1025'COPPER-COATED STEEL ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE
 FF1025'LEVEE.  1 FEET SOUTHWEST OF A WITNESS POST.
 FF1025
 FF1025                          STATION RECOVERY (2003)
 FF1025
 FF1025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0214 ***********************************************************************
 EH0214  DESIGNATION -  G 219
 EH0214  PID         -  EH0214
 EH0214  STATE/COUNTY-  AR/LEE
 EH0214  USGS QUAD   -  COUNCIL (1991)
 EH0214
 EH0214                         *CURRENT SURVEY CONTROL
 EH0214  ___________________________________________________________________
 EH0214* NAD 83(1986)-  34 51 23.     (N)    090 25 17.     (W)     SCALED    
 EH0214* NAVD 88     -        63.301  (meters)     207.68   (feet)  ADJUSTED  
 EH0214  ___________________________________________________________________
 EH0214  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EH0214  DYNAMIC HT  -          63.243 (meters)     207.49  (feet)  COMP
 EH0214  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 EH0214
 EH0214  VERT ORDER  -  FIRST     CLASS II
 EH0214
 EH0214.The horizontal coordinates were scaled from a topographic map and have
 EH0214.an estimated accuracy of +/- 6 seconds.
 EH0214
 EH0214.The orthometric height was determined by differential leveling
 EH0214.and adjusted by the National Geodetic Survey in June 1991..
 EH0214
 EH0214.The geoid height was determined by GEOID03.
 EH0214
 EH0214.The dynamic height is computed by dividing the NAVD 88
 EH0214.geopotential number by the normal gravity value computed on the
 EH0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0214.degrees latitude (g = 980.6199 gals.).
 EH0214
 EH0214.The modeled gravity was interpolated from observed gravity values.
 EH0214
 EH0214;                    North         East    Units  Estimated Accuracy
 EH0214;SPC AR S     -   643,990.      544,360.      MT  (+/- 180 meters Scaled)
 EH0214
 EH0214                          SUPERSEDED SURVEY CONTROL
 EH0214
 EH0214  NGVD 29 (??/??/??)   63.324  (m)          207.76   (f) ADJUSTED    1 2
 EH0214
 EH0214.Superseded values are not recommended for survey control.
 EH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0214.See file dsdata.txt to determine how the superseded data were derived.
 EH0214
 EH0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU357601(NAD 83)
 EH0214_MARKER: DB = BENCH MARK DISK
 EH0214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0214_SP_SET: 19 FEET
 EH0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0214+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EH0214
 EH0214  HISTORY     - Date     Condition        Report By
 EH0214  HISTORY     - 1976     MONUMENTED       NGS
 EH0214  HISTORY     - 1976     GOOD             NGS
 EH0214  HISTORY     - 20030317 GOOD             USACE
 EH0214
 EH0214                          STATION DESCRIPTION
 EH0214
 EH0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0214'18.1 MI NE FROM WHITEHALL.
 EH0214'18.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0214'AT WHITEHALL, ALSO ABOUT 6 MILES SOUTHWEST OF BRUINS, 76 FEET
 EH0214'SOUTHWEST OF THE CENTER LINE OF THE LEVEE, 44 FEET NORTHEAST OF A
 EH0214'FENCE AT THE TOE OF THE LEVEE, AND 55 FEET SOUTHWEST OF MILEPOST
 EH0214'187/188.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 19
 EH0214'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  40 FEET BELOW LEVEE 2
 EH0214'FEET NORTH OF A WITNESS POST.
 EH0214
 EH0214                          STATION RECOVERY (2003)
 EH0214
 EH0214'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0214'MARK IS STAINLESS STEEL ROD, ENCASED IN PVC, 1 INCH BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0004 ***********************************************************************
 DM0004  DESIGNATION -  G 22
 DM0004  PID         -  DM0004
 DM0004  STATE/COUNTY-  AR/SEVIER
 DM0004  USGS QUAD   -  HORATIO (1975)
 DM0004
 DM0004                         *CURRENT SURVEY CONTROL
 DM0004  ___________________________________________________________________
 DM0004* NAD 83(1986)-  33 56 17.     (N)    094 21 46.     (W)     SCALED    
 DM0004* NAVD 88     -       100.764  (meters)     330.59   (feet)  ADJUSTED  
 DM0004  ___________________________________________________________________
 DM0004  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DM0004  DYNAMIC HT  -         100.661 (meters)     330.25  (feet)  COMP
 DM0004  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DM0004
 DM0004  VERT ORDER  -  FIRST     CLASS II
 DM0004
 DM0004.The horizontal coordinates were scaled from a topographic map and have
 DM0004.an estimated accuracy of +/- 6 seconds.
 DM0004
 DM0004.The orthometric height was determined by differential leveling
 DM0004.and adjusted by the National Geodetic Survey in June 1991..
 DM0004
 DM0004.The geoid height was determined by GEOID03.
 DM0004
 DM0004.The dynamic height is computed by dividing the NAVD 88
 DM0004.geopotential number by the normal gravity value computed on the
 DM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0004.degrees latitude (g = 980.6199 gals.).
 DM0004
 DM0004.The modeled gravity was interpolated from observed gravity values.
 DM0004
 DM0004;                    North         East    Units  Estimated Accuracy
 DM0004;SPC AR S     -   543,530.      181,590.      MT  (+/- 180 meters Scaled)
 DM0004
 DM0004                          SUPERSEDED SURVEY CONTROL
 DM0004
 DM0004  NGVD 29 (??/??/92)  100.744  (m)          330.52   (f) ADJ UNCH    1 2
 DM0004
 DM0004.Superseded values are not recommended for survey control.
 DM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0004.See file dsdata.txt to determine how the superseded data were derived.
 DM0004
 DM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT740561(NAD 83)
 DM0004_MARKER: DB = BENCH MARK DISK
 DM0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0004_SP_SET: CULVERT
 DM0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0004
 DM0004  HISTORY     - Date     Condition        Report By
 DM0004  HISTORY     - UNK      MONUMENTED       CGS
 DM0004  HISTORY     - 1932     GOOD             NGS
 DM0004  HISTORY     - 1962     GOOD             NGS
 DM0004  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0004
 DM0004                          STATION DESCRIPTION
 DM0004
 DM0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0004'IN HORATIO.
 DM0004'LOCATED IN THE EAST HEADWALL OF A CONCRETE CULVERT 500 FEET SOUTH OF
 DM0004'THE STATION.  NOTE-- THE MAIN LINE OF THE RR NO LONGER PASSES THROUGH
 DM0004'NORATIO BUT THE TRACKS AND STATION REMAIN.
 DM0004
 DM0004                          STATION RECOVERY (1962)
 DM0004
 DM0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0004'RECOVERED IN GOOD CONDITION.
 DM0004
 DM0004                          STATION RECOVERY (1985)
 DM0004
 DM0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0004'NOT RECOVERED, RAILROAD STATION IS GONE, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0706 ***********************************************************************
 EH0706  DESIGNATION -  G 220
 EH0706  PID         -  EH0706
 EH0706  STATE/COUNTY-  AR/PHILLIPS
 EH0706  USGS QUAD   -  MOON LAKE (1964)
 EH0706
 EH0706                         *CURRENT SURVEY CONTROL
 EH0706  ___________________________________________________________________
 EH0706* NAD 83(1997)-  34 25 08.57284(N)    090 36 10.51101(W)     ADJUSTED  
 EH0706* NAVD 88     -        61.627  (meters)     202.19   (feet)  ADJUSTED  
 EH0706  ___________________________________________________________________
 EH0706  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EH0706  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0706  DYNAMIC HT  -          61.567 (meters)     201.99  (feet)  COMP
 EH0706  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 EH0706
 EH0706  HORZ ORDER  -  SECOND
 EH0706  VERT ORDER  -  FIRST     CLASS II
 EH0706
 EH0706.The horizontal coordinates were established by classical geodetic methods
 EH0706.and adjusted by the National Geodetic Survey in September 1999..
 EH0706
 EH0706.The orthometric height was determined by differential leveling
 EH0706.and adjusted by the National Geodetic Survey in June 1991..
 EH0706
 EH0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0706
 EH0706.The geoid height was determined by GEOID03.
 EH0706
 EH0706.The dynamic height is computed by dividing the NAVD 88
 EH0706.geopotential number by the normal gravity value computed on the
 EH0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0706.degrees latitude (g = 980.6199 gals.).
 EH0706
 EH0706.The modeled gravity was interpolated from observed gravity values.
 EH0706
 EH0706;                    North         East     Units Scale Factor Converg.
 EH0706;SPC AR S     -   595,239.023   528,420.150   MT  0.99994093   +0 46 55.0
 EH0706;SPC AR S     - 1,952,880.03  1,733,658.44   sFT  0.99994093   +0 46 55.0
 EH0706;SPC MS W     -   545,461.242   675,218.489   MT  0.99995757   -0 09 08.6
 EH0706;SPC MS W     - 1,789,567.42  2,215,279.33   sFT  0.99995757   -0 09 08.6
 EH0706;UTM  15      - 3,811,226.456   720,295.632   MT  1.00019823   +1 21 19.7
 EH0706
 EH0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0706!SPC AR S     -   0.99999454  x   0.99994093  =   0.99993547
 EH0706!SPC MS W     -   0.99999454  x   0.99995757  =   0.99995211
 EH0706!UTM  15      -   0.99999454  x   1.00019823  =   1.00019277
 EH0706
 EH0706:                Primary Azimuth Mark                     Grid Az
 EH0706:SPC AR S     -  ELLEN                                    037 41 24.6
 EH0706:SPC MS W     -  ELLEN                                    038 37 28.2
 EH0706:UTM  15      -  ELLEN                                    037 06 59.9
 EH0706
 EH0706|---------------------------------------------------------------------|
 EH0706| PID    Reference Object                     Distance      Geod. Az  |
 EH0706|                                                           dddmmss.s |
 EH0706| EH2610 ELLEN                               APPROX. 1.1 KM 0382819.6 |
 EH0706| EH2767 ELLEN AZ MK                          11.085 METERS 26036     |
 EH0706|---------------------------------------------------------------------|
 EH0706
 EH0706                          SUPERSEDED SURVEY CONTROL
 EH0706
 EH0706  NAD 83(1997)-  34 25 08.57272(N)    090 36 10.51018(W) AD(       ) 2
 EH0706  NAD 83(1986)-  34 25 08.58129(N)    090 36 10.50843(W) AD(       ) 2
 EH0706  NAD 27      -  34 25 08.20485(N)    090 36 10.13201(W) AD(       ) 2
 EH0706  NGVD 29 (??/??/??)   61.663  (m)          202.31   (f) ADJUSTED    1 2
 EH0706
 EH0706.Superseded values are not recommended for survey control.
 EH0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0706.See file dsdata.txt to determine how the superseded data were derived.
 EH0706
 EH0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2029611226(NAD 83)
 EH0706_MARKER: DB = BENCH MARK DISK
 EH0706_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0706+WITH SETTING: INTO GROUND
 EH0706_STAMPING: G 220 1976
 EH0706_MARK LOGO: NGS   
 EH0706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0706+STABILITY: SURFACE MOTION
 EH0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0706+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0706
 EH0706  HISTORY     - Date     Condition        Report By
 EH0706  HISTORY     - 1976     MONUMENTED       NGS
 EH0706  HISTORY     - 1980     GOOD             NGS
 EH0706  HISTORY     - 1985     GOOD             NGS
 EH0706  HISTORY     - 20030331 GOOD             USACE
 EH0706
 EH0706                          STATION DESCRIPTION
 EH0706
 EH0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0706'8.2 MI S FROM HELENA.
 EH0706'8.2 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0706'HELENA, 18 FEET NORTH OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT
 EH0706'SOUTH OF MILEPOST 9/10.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO
 EH0706'A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET
 EH0706'BELOW LEVEE.  1 FOOT WEST OF A WITNESS POST.
 EH0706
 EH0706                          STATION RECOVERY (1980)
 EH0706
 EH0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH0706'THE STATION IS LOCATED 12.1 KILOMETERS (7-1/2 MI) SOUTH OF HELENA,
 EH0706'AR,  6.4 KILOMETERS (4 MI) NORTH-NORTHEAST OF FRIARS POINT, MS
 EH0706'AND ATOP THE MAIN LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS
 EH0706'OBTAINED FROM THE CHIEF ENGINEER, MR J.C. FRAZIER, COTTON BELT
 EH0706'LEVEE DISTRICT NO. 1, P.O. BOX 236, HELENA, AR 72342.
 EH0706'TLEPHONE NUMBER 501-338-3766.
 EH0706'
 EH0706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 EH0706'STATE HIGHWAYS 44 AND 20, AT THE SOUTH EDGE OF HELENA, GO
 EH0706'SOUTHERLY ON STATE HIGHWAY 20 FOR 6.3 MILES (10.1 KM) TO THE
 EH0706'JUNCTION OF STATE HIGHWAY 20 SPUR ON THE LEFT.  TURN LEFT AND GO
 EH0706'SOUTHEASTERLY ON THE SPUR HIGHWAY FOR 2.0 MILES (3.2 KM) TO THE
 EH0706'TOP OF A LEVEE.  TURN LEFT AND GO NORTHEASTERLY ATOP THE LEVEE
 EH0706'FOR 3.35 MILES (5.39 KM) TO THE STATION ON THE LEFT AT
 EH0706'MILEPOST 9/10.
 EH0706'
 EH0706'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0706'STAMPED---G 220 1976---,
 EH0706'CRIMPED ATOP A METAL ROD ENCASED IN A 4-INCH PVC PIPE WITH CAP
 EH0706'FLUSH WITH THE GROUND.  IT IS LOCATED
 EH0706'6.0 METERS NORTH FROM THE CNETER OF THE LEVEE ROAD,
 EH0706'0.5 METER NORTH FROM A METAL WITNESS POST AND
 EH0706'0.4 METER SOUTH FROM MILEPOST 9/10.
 EH0706'
 EH0706'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 EH0706
 EH0706                          STATION RECOVERY (1985)
 EH0706
 EH0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0706'RECOVERED IN GOOD CONDITION.
 EH0706
 EH0706                          STATION RECOVERY (2003)
 EH0706
 EH0706'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0738 ***********************************************************************
 EH0738  DESIGNATION -  G 221
 EH0738  PID         -  EH0738
 EH0738  STATE/COUNTY-  AR/PHILLIPS
 EH0738  USGS QUAD   -  LAMBROOK (1982)
 EH0738
 EH0738                         *CURRENT SURVEY CONTROL
 EH0738  ___________________________________________________________________
 EH0738* NAD 83(1986)-  34 15 06.     (N)    090 55 40.     (W)     SCALED    
 EH0738* NAVD 88     -        57.450  (meters)     188.48   (feet)  ADJUSTED  
 EH0738  ___________________________________________________________________
 EH0738  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH0738  DYNAMIC HT  -          57.393 (meters)     188.30  (feet)  COMP
 EH0738  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 EH0738
 EH0738  VERT ORDER  -  FIRST     CLASS II
 EH0738
 EH0738.The horizontal coordinates were scaled from a topographic map and have
 EH0738.an estimated accuracy of +/- 6 seconds.
 EH0738
 EH0738.The orthometric height was determined by differential leveling
 EH0738.and adjusted by the National Geodetic Survey in June 1991..
 EH0738
 EH0738.The geoid height was determined by GEOID03.
 EH0738
 EH0738.The dynamic height is computed by dividing the NAVD 88
 EH0738.geopotential number by the normal gravity value computed on the
 EH0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0738.degrees latitude (g = 980.6199 gals.).
 EH0738
 EH0738.The modeled gravity was interpolated from observed gravity values.
 EH0738
 EH0738;                    North         East    Units  Estimated Accuracy
 EH0738;SPC AR S     -   576,310.      498,760.      MT  (+/- 180 meters Scaled)
 EH0738
 EH0738                          SUPERSEDED SURVEY CONTROL
 EH0738
 EH0738  NGVD 29 (??/??/??)   57.506  (m)          188.67   (f) ADJUSTED    1 2
 EH0738
 EH0738.Superseded values are not recommended for survey control.
 EH0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0738.See file dsdata.txt to determine how the superseded data were derived.
 EH0738
 EH0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT908920(NAD 83)
 EH0738_MARKER: DB = BENCH MARK DISK
 EH0738_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0738+WITH SETTING: INTO GROUND
 EH0738_STAMPING: G 221 1976
 EH0738_MARK LOGO: NGS   
 EH0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0738+STABILITY: SURFACE MOTION
 EH0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0738+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0738
 EH0738  HISTORY     - Date     Condition        Report By
 EH0738  HISTORY     - 1976     MONUMENTED       NGS
 EH0738  HISTORY     - 1985     GOOD             NGS
 EH0738  HISTORY     - 20030331 GOOD             USACE
 EH0738
 EH0738                          STATION DESCRIPTION
 EH0738
 EH0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0738'2.6 MI N FROM MELLWOOD.
 EH0738'2.6 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0738'MELLWOOD, 24 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, 400 FEET
 EH0738'SOUTH OF A FENCE AT THE TOE OF THE LEVEE, AND 1 FOOT SOUTH OF MILEPOST
 EH0738'37/38.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0738'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  1 FOOT BELOW LEVEE 1
 EH0738'FOOT EAST OF A WITNESS POST.
 EH0738
 EH0738                          STATION RECOVERY (1985)
 EH0738
 EH0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0738'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) EAST OF
 EH0738'A WITNESS POST.
 EH0738
 EH0738                          STATION RECOVERY (2003)
 EH0738
 EH0738'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0738'MARK IS PROJECTING 8 INCHES ABOVE GROUND SURFACE DUE TO COW RUT AREA.
 EH0738'LEVEE MILE POST LYING DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0982 ***********************************************************************
 EH0982  DESIGNATION -  G 222
 EH0982  PID         -  EH0982
 EH0982  STATE/COUNTY-  AR/LEE
 EH0982  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0982
 EH0982                         *CURRENT SURVEY CONTROL
 EH0982  ___________________________________________________________________
 EH0982* NAD 83(1997)-  34 41 41.70928(N)    090 35 52.45803(W)     ADJUSTED  
 EH0982* NAVD 88     -        63.850  (meters)     209.48   (feet)  ADJUSTED  
 EH0982  ___________________________________________________________________
 EH0982  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EH0982  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0982  DYNAMIC HT  -          63.790 (meters)     209.28  (feet)  COMP
 EH0982  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 EH0982
 EH0982  HORZ ORDER  -  SECOND
 EH0982  VERT ORDER  -  FIRST     CLASS II
 EH0982
 EH0982.The horizontal coordinates were established by classical geodetic methods
 EH0982.and adjusted by the National Geodetic Survey in September 1999..
 EH0982
 EH0982.The orthometric height was determined by differential leveling
 EH0982.and adjusted by the National Geodetic Survey in June 1991..
 EH0982
 EH0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0982
 EH0982.The geoid height was determined by GEOID03.
 EH0982
 EH0982.The dynamic height is computed by dividing the NAVD 88
 EH0982.geopotential number by the normal gravity value computed on the
 EH0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0982.degrees latitude (g = 980.6199 gals.).
 EH0982
 EH0982.The modeled gravity was interpolated from observed gravity values.
 EH0982
 EH0982;                    North         East     Units Scale Factor Converg.
 EH0982;SPC AR S     -   625,844.341   528,461.957   MT  0.99998479   +0 47 05.1
 EH0982;SPC AR S     - 2,053,290.98  1,733,795.60   sFT  0.99998479   +0 47 05.1
 EH0982;SPC MS W     -   576,061.696   675,759.618   MT  0.99995724   -0 09 02.1
 EH0982;SPC MS W     - 1,889,962.41  2,217,054.68   sFT  0.99995724   -0 09 02.1
 EH0982;UTM  15      - 3,841,837.877   720,028.462   MT  1.00019674   +1 22 04.2
 EH0982
 EH0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0982!SPC AR S     -   0.99999421  x   0.99998479  =   0.99997900
 EH0982!SPC MS W     -   0.99999421  x   0.99995724  =   0.99995145
 EH0982!UTM  15      -   0.99999421  x   1.00019674  =   1.00019095
 EH0982
 EH0982                          SUPERSEDED SURVEY CONTROL
 EH0982
 EH0982  NAD 83(1997)-  34 41 41.70948(N)    090 35 52.45879(W) AD(       ) 2
 EH0982  NAD 83(1997)-  34 41 41.71014(N)    090 35 52.45715(W) AD(       ) 2
 EH0982  NAD 83(1986)-  34 41 41.71577(N)    090 35 52.45728(W) AD(       ) 2
 EH0982  NAD 27      -  34 41 41.35810(N)    090 35 52.07389(W) AD(       ) 2
 EH0982  NGVD 29 (??/??/??)   63.880  (m)          209.58   (f) ADJUSTED    1 2
 EH0982
 EH0982.Superseded values are not recommended for survey control.
 EH0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0982.See file dsdata.txt to determine how the superseded data were derived.
 EH0982
 EH0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2002841838(NAD 83)
 EH0982_MARKER: DB = BENCH MARK DISK
 EH0982_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0982+WITH SETTING: INTO GROUND
 EH0982_STAMPING: G 222 1976
 EH0982_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0982+STABILITY: SURFACE MOTION
 EH0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0982+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0982
 EH0982  HISTORY     - Date     Condition        Report By
 EH0982  HISTORY     - 1976     MONUMENTED       NGS
 EH0982  HISTORY     - 1980     GOOD             NGS
 EH0982  HISTORY     - 20030318 GOOD             USACE
 EH0982
 EH0982                          STATION DESCRIPTION
 EH0982
 EH0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0982'7.0 MI S FROM WHITEHALL.
 EH0982'7.0 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0982'WHITEHALL, 43 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 EH0982'LEVEE AND OFF RAMP, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE,
 EH0982'AND 2 FEET NORTHWEST OF MILEPOST 212/213.  A DISK ON TOP OF A
 EH0982'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0982'PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT SOUTHEAST OF A
 EH0982'WITNESS POST.
 EH0982
 EH0982                          STATION RECOVERY (1980)
 EH0982
 EH0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH0982'THE STATION IS LOCATED ABOUT 33.4 KILOMETERS (20-3/4 MI) SOUTH
 EH0982'OF HUGHES, 17.7 KILOMETERS (11 MI) NORTH OF HELENA AND 17.7
 EH0982'KILOMETERS (11 MI) SOUTHEAST OF MARIANNA.  PERMISSION TO USE
 EH0982'STATION WAS GRANTED BY MR. BURRELL B. FAIR, CHIEF ENGINEER FOR
 EH0982'THE ST FRANCIS LEVEE DISTRICT OF ARKANSAS, P.O. BOX 308,
 EH0982'WEST MEMPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 EH0982'
 EH0982'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH0982'STATE HIGHWAY 1, AT THE NORTH SIDE OF MARIANNA, GO NORTHEAST ON
 EH0982'U.S. HIGHWAY 79 FOR 3.4 MILES (5.5 KM) TO STATE HIGHWAY 121 ON
 EH0982'THE RIGHT AND A SIGN (CORPS OF ENGINEERS PUMPING STATION) ON THE
 EH0982'LEFT.  TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 121 FOR 9.45
 EH0982'MILES (15.2 KM) TO THE END OF THE HIGHWAY AND A DIRT ROAD RIGHT,
 EH0982'JUST BEFORE REACHING A SMALL PARK.  TURN RIGHT AND GO WESTERLY AND
 EH0982'SOUTHERLY ON THE DIRT ROAD FOR 2.05 MILES (3.3 KM) TO A STOP SIGN
 EH0982'AT THE TOP OF THE LEVEE.  TURN LEFT AND GO EASTERLY ON THE LEVEE
 EH0982'ROAD, PASSING THE CORPS OF ENGINEERS PUMPING STATION, FOR 3.25
 EH0982'MILES (5.2 KM) TO A FORK OF LEVEES.  TAKE THE RIGHT FORK AND GO
 EH0982'SOUTHEASTERLY ON THE LEVEE ROAD FOR 1.5 MILES (2.4 KM) TO A
 EH0982'CATTLE GUARD.  CONTINUE AHEAD ON THE LEVEE ROAD FOR 0.25 MILE
 EH0982'(0.4 KM) TO THE STATION ON THE RIGHT.
 EH0982'
 EH0982'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0982'STAMPED---G 222 1976---,
 EH0982'CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A 4 INCH PVC PLASTIC
 EH0982'IT IS LOCATED
 EH0982'6.0  METERS SOUTHEAST FROM THE CENTER OF THE LEVEE,
 EH0982'0.57 METER NORTH FROM MILEPOST NUMBER 213, AND
 EH0982'0.24 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH0982'
 EH0982'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH0982
 EH0982                          STATION RECOVERY (2003)
 EH0982
 EH0982'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0772 ***********************************************************************
 EH0772  DESIGNATION -  G 223
 EH0772  PID         -  EH0772
 EH0772  STATE/COUNTY-  AR/DESHA
 EH0772  USGS QUAD   -  LACONIA (1982)
 EH0772
 EH0772                         *CURRENT SURVEY CONTROL
 EH0772  ___________________________________________________________________
 EH0772* NAD 83(1986)-  34 02 40.     (N)    090 56 08.     (W)     SCALED    
 EH0772* NAVD 88     -        55.429  (meters)     181.85   (feet)  ADJUSTED  
 EH0772  ___________________________________________________________________
 EH0772  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0772  DYNAMIC HT  -          55.374 (meters)     181.67  (feet)  COMP
 EH0772  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EH0772
 EH0772  VERT ORDER  -  FIRST     CLASS II
 EH0772
 EH0772.The horizontal coordinates were scaled from a topographic map and have
 EH0772.an estimated accuracy of +/- 6 seconds.
 EH0772
 EH0772.The orthometric height was determined by differential leveling
 EH0772.and adjusted by the National Geodetic Survey in June 1991..
 EH0772
 EH0772.The geoid height was determined by GEOID03.
 EH0772
 EH0772.The dynamic height is computed by dividing the NAVD 88
 EH0772.geopotential number by the normal gravity value computed on the
 EH0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0772.degrees latitude (g = 980.6199 gals.).
 EH0772
 EH0772.The modeled gravity was interpolated from observed gravity values.
 EH0772
 EH0772;                    North         East    Units  Estimated Accuracy
 EH0772;SPC AR S     -   553,320.      498,280.      MT  (+/- 180 meters Scaled)
 EH0772
 EH0772                          SUPERSEDED SURVEY CONTROL
 EH0772
 EH0772  NGVD 29 (??/??/??)   55.475  (m)          182.00   (f) ADJUSTED    1 2
 EH0772
 EH0772.Superseded values are not recommended for survey control.
 EH0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0772.See file dsdata.txt to determine how the superseded data were derived.
 EH0772
 EH0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT905690(NAD 83)
 EH0772_MARKER: DB = BENCH MARK DISK
 EH0772_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0772+WITH SETTING: INTO GROUND
 EH0772_STAMPING: G 223 1976
 EH0772_MARK LOGO: NGS   
 EH0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0772+STABILITY: SURFACE MOTION
 EH0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0772+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH0772
 EH0772  HISTORY     - Date     Condition        Report By
 EH0772  HISTORY     - 1976     MONUMENTED       NGS
 EH0772  HISTORY     - 1985     GOOD             NGS
 EH0772  HISTORY     - 20030401 GOOD             USACE
 EH0772
 EH0772                          STATION DESCRIPTION
 EH0772
 EH0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0772'16.2 MI S FROM MELLWOOD.
 EH0772'16.2 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0772'MELLWOOD, 99 FEET SOUTHWEST OF A LEVEE LEADING SOUTHWEST, 17 FEET
 EH0772'NORTHWEST OF CENTER OF LEVEE, AND 8 FEET SOUTHEAST OF MILEPOST 55/56.
 EH0772'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET
 EH0772'ENCASED IN A PIPE PROJECTING +0 INCHES.  1 FOOT BELOW LEVEE 1 FOOT
 EH0772'SOUTHWEST OF A WITNESS POST.
 EH0772
 EH0772                          STATION RECOVERY (1985)
 EH0772
 EH0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0772'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) EAST OF
 EH0772'A FENCE LINE, AND 0.31 METERS (1.0 FT) NORTH OF A WITNESS POST.
 EH0772
 EH0772                          STATION RECOVERY (2003)
 EH0772
 EH0772'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2429 ***********************************************************************
 EH2429  DESIGNATION -  G 224 RESET
 EH2429  PID         -  EH2429
 EH2429  STATE/COUNTY-  AR/PHILLIPS
 EH2429  USGS QUAD   -  WEST HELENA (1982)
 EH2429
 EH2429                         *CURRENT SURVEY CONTROL
 EH2429  ___________________________________________________________________
 EH2429* NAD 83(1986)-  34 33 16.     (N)    090 44 17.     (W)     SCALED    
 EH2429* NAVD 88     -        59.60   (meters)     195.5    (feet)  RESET     
 EH2429  ___________________________________________________________________
 EH2429  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH2429
 EH2429  VERT ORDER  -  THIRD
 EH2429
 EH2429.The horizontal coordinates were scaled from a topographic map and have
 EH2429.an estimated accuracy of +/- 6 seconds.
 EH2429
 EH2429.The orthometric height was computed from unverified reset data.
 EH2429.No vertical observational check was made to the station.
 EH2429
 EH2429.The geoid height was determined by GEOID03.
 EH2429
 EH2429;                    North         East    Units  Estimated Accuracy
 EH2429;SPC AR S     -   610,100.      515,810.      MT  (+/- 180 meters Scaled)
 EH2429
 EH2429                          SUPERSEDED SURVEY CONTROL
 EH2429
 EH2429  NGVD 29 (??/??/??)   59.64   (m)          195.7    (f) RESET       3  
 EH2429
 EH2429.Superseded values are not recommended for survey control.
 EH2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2429.See file dsdata.txt to determine how the superseded data were derived.
 EH2429
 EH2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU075259(NAD 83)
 EH2429_MARKER: DB = BENCH MARK DISK
 EH2429_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH2429+WITH SETTING: INTO GROUND
 EH2429_STAMPING: G 224 RESET 1977
 EH2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2429+STABILITY: SURFACE MOTION
 EH2429
 EH2429  HISTORY     - Date     Condition        Report By
 EH2429  HISTORY     - 1977     MONUMENTED       NGS
 EH2429  HISTORY     - 1989     MARK NOT FOUND   LOCENG
 EH2429
 EH2429                          STATION DESCRIPTION
 EH2429
 EH2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EH2429'2.15 MI NE FROM BARTON.
 EH2429'1.7 MILES EAST ALONG U.S. HIGHWAY 49 FROM THE JUNCTION OF STATE HWY
 EH2429'1 AND 85 AT WALNUT CORNERS, 82.5 FEET EAST OF A DOUBLE TRUNKED OAK
 EH2429'TREE AT NORTH END OF FENCELINE, 70.0 FEET SOUTH OF THE CENTER OF 4
 EH2429'LANE HIGHWAY, 27.0 FEET NORTHWEST OF NORTH BANK OF CREEK, 5.0 FEET
 EH2429'SOUTH OF SOUTH RIGHT OF WAY, 1.0 FOOT SOUTH OF A METAL WITNESS POST AN
 EH2429'SIGN.  A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH
 EH2429'OF 4 FEET ENCASED IN A PIPE, ABOUT LEVEL WITH HIGHWAY, .95 MILES W OF
 EH2429'BENCH MARK K 224 RESET 1977.
 EH2429
 EH2429                          STATION RECOVERY (1989)
 EH2429
 EH2429'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (CW)
 EH2429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1461 ***********************************************************************
 EH1461  DESIGNATION -  G 225
 EH1461  PID         -  EH1461
 EH1461  STATE/COUNTY-  AR/ARKANSAS
 EH1461  USGS QUAD   -  ETHEL (1967)
 EH1461
 EH1461                         *CURRENT SURVEY CONTROL
 EH1461  ___________________________________________________________________
 EH1461* NAD 83(1986)-  34 22 08.     (N)    091 11 21.     (W)     SCALED    
 EH1461* NAVD 88     -        59.249  (meters)     194.39   (feet)  ADJUSTED  
 EH1461  ___________________________________________________________________
 EH1461  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH1461  DYNAMIC HT  -          59.192 (meters)     194.20  (feet)  COMP
 EH1461  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 EH1461
 EH1461  VERT ORDER  -  FIRST     CLASS II
 EH1461
 EH1461.The horizontal coordinates were scaled from a topographic map and have
 EH1461.an estimated accuracy of +/- 6 seconds.
 EH1461
 EH1461.The orthometric height was determined by differential leveling
 EH1461.and adjusted by the National Geodetic Survey in August 1993..
 EH1461
 EH1461.The geoid height was determined by GEOID03.
 EH1461
 EH1461.The dynamic height is computed by dividing the NAVD 88
 EH1461.geopotential number by the normal gravity value computed on the
 EH1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1461.degrees latitude (g = 980.6199 gals.).
 EH1461
 EH1461.The modeled gravity was interpolated from observed gravity values.
 EH1461
 EH1461;                    North         East    Units  Estimated Accuracy
 EH1461;SPC AR S     -   589,090.      474,580.      MT  (+/- 180 meters Scaled)
 EH1461
 EH1461                          SUPERSEDED SURVEY CONTROL
 EH1461
 EH1461  NAVD 88 (06/15/91)   59.222  (m)          194.30   (f) UNKNOWN     1 2
 EH1461  NGVD 29 (??/??/??)   59.273  (m)          194.46   (f) ADJUSTED    1 2
 EH1461
 EH1461.Superseded values are not recommended for survey control.
 EH1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1461.See file dsdata.txt to determine how the superseded data were derived.
 EH1461
 EH1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU665045(NAD 83)
 EH1461_MARKER: DB = BENCH MARK DISK
 EH1461_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1461+WITH SETTING: INTO GROUND
 EH1461_STAMPING: G 225 1976
 EH1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1461+STABILITY: SURFACE MOTION
 EH1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1461+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1461
 EH1461  HISTORY     - Date     Condition        Report By
 EH1461  HISTORY     - 1976     MONUMENTED       NGS
 EH1461  HISTORY     - 20030407 GOOD             USACE
 EH1461
 EH1461                          STATION DESCRIPTION
 EH1461
 EH1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1461'3.65 MI W FROM ST CHARLES.
 EH1461'3.65 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST
 EH1461'STREET AT ST. CHARLES, AT THE JUNCTION OF A NORTH-SOUTH GRAVEL ROAD,
 EH1461'44.7 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 EH1461'HOUSE, 53 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 49 FEET WEST OF
 EH1461'THE CENTERLINE OF THE GRAVEL ROAD, 17.5 FEET WEST OF A POWER LINE POLE
 EH1461'WITH AN UNDERGROUND CABLE JUNCTION BOX.  A DISK ON TOP OF A
 EH1461'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1461'PROJECTING +0 INCHES.  2 FEET BELOW HIGHWAY 6 FEET SOUTH OF A WITNESS
 EH1461'POST.
 EH1461
 EH1461                          STATION RECOVERY (2003)
 EH1461
 EH1461'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1461'MARK IS 17.5 FT WEST OF CARSONITE WITNESS POST AT POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1293 ***********************************************************************
 EH1293  DESIGNATION -  G 226
 EH1293  PID         -  EH1293
 EH1293  STATE/COUNTY-  AR/ARKANSAS
 EH1293  USGS QUAD   -  GILLETT (1972)
 EH1293
 EH1293                         *CURRENT SURVEY CONTROL
 EH1293  ___________________________________________________________________
 EH1293* NAD 83(1986)-  34 01 04.     (N)    091 23 01.     (W)     SCALED    
 EH1293* NAVD 88     -        51.707  (meters)     169.64   (feet)  ADJUSTED  
 EH1293  ___________________________________________________________________
 EH1293  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EH1293  DYNAMIC HT  -          51.656 (meters)     169.47  (feet)  COMP
 EH1293  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EH1293
 EH1293  VERT ORDER  -  FIRST     CLASS II
 EH1293
 EH1293.The horizontal coordinates were scaled from a topographic map and have
 EH1293.an estimated accuracy of +/- 6 seconds.
 EH1293
 EH1293.The orthometric height was determined by differential leveling
 EH1293.and adjusted by the National Geodetic Survey in June 1991..
 EH1293
 EH1293.The geoid height was determined by GEOID03.
 EH1293
 EH1293.The dynamic height is computed by dividing the NAVD 88
 EH1293.geopotential number by the normal gravity value computed on the
 EH1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1293.degrees latitude (g = 980.6199 gals.).
 EH1293
 EH1293.The modeled gravity was interpolated from observed gravity values.
 EH1293
 EH1293;                    North         East    Units  Estimated Accuracy
 EH1293;SPC AR S     -   550,030.      456,930.      MT  (+/- 180 meters Scaled)
 EH1293
 EH1293                          SUPERSEDED SURVEY CONTROL
 EH1293
 EH1293  NGVD 29 (??/??/??)   51.769  (m)          169.85   (f) ADJUSTED    1 2
 EH1293
 EH1293.Superseded values are not recommended for survey control.
 EH1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1293.See file dsdata.txt to determine how the superseded data were derived.
 EH1293
 EH1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT492653(NAD 83)
 EH1293_MARKER: DB = BENCH MARK DISK
 EH1293_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1293+WITH SETTING: INTO GROUND
 EH1293_STAMPING: G 226 1976
 EH1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1293+STABILITY: SURFACE MOTION
 EH1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1293+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 EH1293
 EH1293  HISTORY     - Date     Condition        Report By
 EH1293  HISTORY     - 1976     MONUMENTED       NGS
 EH1293  HISTORY     - 20030417 GOOD             USACE
 EH1293  HISTORY     - 20050325 GOOD             ARHD
 EH1293
 EH1293                          STATION DESCRIPTION
 EH1293
 EH1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1293'7.4 MI S FROM GILLETT.
 EH1293'7.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE
 EH1293'AVENUE AT GILLETT, AND 47 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 EH1293'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET
 EH1293'ENCASED IN A PIPE PROJECTING +1 INCHES.  ABOUT LEVEL WITH HIGHWAY 2
 EH1293'FEET NORTH OF A WITNESS POST.
 EH1293
 EH1293                          STATION RECOVERY (2003)
 EH1293
 EH1293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1293'HWY 1 HAS CHANGED TO HWY 165.  MARK WAS FOUND ON OLD HWY, NOW NAMED,
 EH1293'ROSS LANE, A PRIVATE DRIVE.
 EH1293
 EH1293                          STATION RECOVERY (2005)
 EH1293
 EH1293'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 EH1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0431 ***********************************************************************
 DL0431  DESIGNATION -  G 23
 DL0431  PID         -  DL0431
 DL0431  STATE/COUNTY-  AR/CLARK
 DL0431  USGS QUAD   -  GURDON (1970)
 DL0431
 DL0431                         *CURRENT SURVEY CONTROL
 DL0431  ___________________________________________________________________
 DL0431* NAD 83(1997)-  33 56 39.51719(N)    093 08 55.12202(W)     ADJUSTED  
 DL0431* NAVD 88     -        66.489  (meters)     218.14   (feet)  ADJUSTED  
 DL0431  ___________________________________________________________________
 DL0431  X           -    -290,931.909 (meters)                     COMP
 DL0431  Y           -  -5,288,747.064 (meters)                     COMP
 DL0431  Z           -   3,541,345.932 (meters)                     COMP
 DL0431  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DL0431  ELLIP HEIGHT-          39.72  (meters)          (09/24/01) GPS OBS
 DL0431  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL0431  DYNAMIC HT  -          66.422 (meters)     217.92  (feet)  COMP
 DL0431  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 DL0431
 DL0431  HORZ ORDER  -  FIRST
 DL0431  VERT ORDER  -  SECOND    CLASS 0
 DL0431  ELLP ORDER  -  FOURTH    CLASS II
 DL0431
 DL0431.The horizontal coordinates were established by GPS observations
 DL0431.and adjusted by the National Geodetic Survey in September 1999..
 DL0431
 DL0431.The orthometric height was determined by differential leveling
 DL0431.and adjusted by the National Geodetic Survey in June 1991..
 DL0431
 DL0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0431
 DL0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0431
 DL0431.The ellipsoidal height was determined by GPS observations
 DL0431.and is referenced to NAD 83.
 DL0431
 DL0431.The geoid height was determined by GEOID03.
 DL0431
 DL0431.The dynamic height is computed by dividing the NAVD 88
 DL0431.geopotential number by the normal gravity value computed on the
 DL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0431.degrees latitude (g = 980.6199 gals.).
 DL0431
 DL0431.The modeled gravity was interpolated from observed gravity values.
 DL0431
 DL0431;                    North         East     Units Scale Factor Converg.
 DL0431;SPC AR S     -   542,301.765   293,824.232   MT  0.99991970   -0 38 34.4
 DL0431;SPC AR S     - 1,779,201.71    963,988.33   sFT  0.99991970   -0 38 34.4
 DL0431;UTM  15      - 3,755,991.195   486,263.999   MT  0.99960233   -0 04 58.8
 DL0431
 DL0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0431!SPC AR S     -   0.99999376  x   0.99991970  =   0.99991347
 DL0431!UTM  15      -   0.99999376  x   0.99960233  =   0.99959610
 DL0431
 DL0431                          SUPERSEDED SURVEY CONTROL
 DL0431
 DL0431  ELLIP H (09/14/99)   39.74   (m)                       GP(       ) 4 1
 DL0431  NAD 83(1997)-  33 56 39.52625(N)    093 08 55.11307(W) AD(       ) 1
 DL0431  ELLIP H (01/21/93)   39.43   (m)                       GP(       ) 4 2
 DL0431  NAD 83(1986)-  33 56 39.52728(N)    093 08 55.11238(W) AD(       ) 1
 DL0431  NGVD 29 (??/??/92)   66.494  (m)          218.16   (f) ADJ UNCH    2 0
 DL0431
 DL0431.Superseded values are not recommended for survey control.
 DL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0431.See file dsdata.txt to determine how the superseded data were derived.
 DL0431
 DL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8626455991(NAD 83)
 DL0431_MARKER: DB = BENCH MARK DISK
 DL0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0431_SP_SET: CULVERT
 DL0431_STAMPING: 218.156 G 23 1932
 DL0431_MARK LOGO: CGS   
 DL0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0431+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 DL0431
 DL0431  HISTORY     - Date     Condition        Report By
 DL0431  HISTORY     - 1932     MONUMENTED       CGS
 DL0431  HISTORY     - 1934     GOOD             NGS
 DL0431  HISTORY     - 1964     GOOD             NGS
 DL0431  HISTORY     - 19890901 GOOD             NGS
 DL0431  HISTORY     - 19900314 GOOD
 DL0431  HISTORY     - 19921206 GOOD             NOS
 DL0431  HISTORY     - 19980426 GOOD             USPSQD
 DL0431  HISTORY     - 20050131 GOOD             ARHD
 DL0431
 DL0431                          STATION DESCRIPTION
 DL0431
 DL0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0431'1.5 MI NE FROM GURDON.
 DL0431'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 67 FROM GURDON, CLARK COUNTY,
 DL0431'AT THE CROSSING OF THE BRANCH LINE OF THE MISSOURI PACIFIC RAILROAD,
 DL0431'IN THE NORTH SIDE OF THE EAST HEADWALL OF A CONCRETE HIGHWAY CULVERT,
 DL0431'16 FEET NORTH OF THE NORTH RAIL, AND 16 FEET EAST OF THE CENTERLINE OF
 DL0431'THE HIGHWAY.  A STANDARD DISK, STAMPED 218.156 G 23 1932.
 DL0431
 DL0431                          STATION RECOVERY (1964)
 DL0431
 DL0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0431'RECOVERED IN GOOD CONDITION.
 DL0431
 DL0431                          STATION RECOVERY (1989)
 DL0431
 DL0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DL0431'STATION IS LOCATED ABOUT 19.6 KM (12.2 MI) SOUTH OF ARKADELPHIA, 6.0
 DL0431'KM (3.7 MI) SOUTHEAST OF INTERSTATE HIGHWAY 30, AND 2.8 KM (1.7 MI)
 DL0431'NORTH OF GURDON.  OWNERSHIP--MISSOURI PACIFIC RAILROAD.
 DL0431'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 67 AND STATE
 DL0431'HIGHWAY 53 IN GURDON.  GO NORTHEASTERLY ON U.S.HIGHWAY 67 FOR 2.76 KM
 DL0431'(1.71 MI) TO THE STATION ON THE RIGHT.  JUST AFTER CROSSING THE
 DL0431'MISSOURI PACIFIC RAILROAD.
 DL0431'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---G 23 1932---. SET
 DL0431'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF
 DL0431'A 4X4 FOOT BOX CULVERT THAT IS FLUSH WITH THE GROUND.  IT IS 8.8 M
 DL0431'(28.9 FT) SOUTHEAST OF THE CENTERLINE OF U.S.HIGHWAY 67, 4.6 M
 DL0431'(15.1 FT) NORTHEAST OF THE NEAR RAIL, AND 0.1 M (0.3 FT) SOUTHWEST OF
 DL0431'THE NORTHWEST END OF THE HEADWALL.
 DL0431'DESCRIBED BY E.J.HANSMANN.
 DL0431
 DL0431                          STATION RECOVERY (1990)
 DL0431
 DL0431'RECOVERED 1990
 DL0431'RECOVERED IN GOOD CONDITION.
 DL0431
 DL0431                          STATION RECOVERY (1992)
 DL0431
 DL0431'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL0431'RECOVERED IN GOOD CONDITION.
 DL0431
 DL0431                          STATION RECOVERY (1998)
 DL0431
 DL0431'RECOVERY NOTE BY US POWER SQUADRON 1998
 DL0431'RECOVERED IN GOOD CONDITION.
 DL0431
 DL0431                          STATION RECOVERY (2005)
 DL0431
 DL0431'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DL0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1476 ***********************************************************************
 EJ1476  DESIGNATION -  G 24
 EJ1476  PID         -  EJ1476
 EJ1476  STATE/COUNTY-  AR/MONTGOMERY
 EJ1476  USGS QUAD   -  MOUNT IDA (1986)
 EJ1476
 EJ1476                         *CURRENT SURVEY CONTROL
 EJ1476  ___________________________________________________________________
 EJ1476* NAD 83(1986)-  34 36 39.     (N)    093 41 49.     (W)     SCALED    
 EJ1476* NAVD 88     -       211.702  (meters)     694.56   (feet)  ADJUSTED  
 EJ1476  ___________________________________________________________________
 EJ1476  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EJ1476  DYNAMIC HT  -         211.486 (meters)     693.85  (feet)  COMP
 EJ1476  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 EJ1476
 EJ1476  VERT ORDER  -  SECOND    CLASS 0
 EJ1476
 EJ1476.The horizontal coordinates were scaled from a topographic map and have
 EJ1476.an estimated accuracy of +/- 6 seconds.
 EJ1476
 EJ1476.The orthometric height was determined by differential leveling
 EJ1476.and adjusted by the National Geodetic Survey in June 1991..
 EJ1476
 EJ1476.The geoid height was determined by GEOID03.
 EJ1476
 EJ1476.The dynamic height is computed by dividing the NAVD 88
 EJ1476.geopotential number by the normal gravity value computed on the
 EJ1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1476.degrees latitude (g = 980.6199 gals.).
 EJ1476
 EJ1476.The modeled gravity was interpolated from observed gravity values.
 EJ1476
 EJ1476;                    North         East    Units  Estimated Accuracy
 EJ1476;SPC AR S     -   616,930.      244,370.      MT  (+/- 180 meters Scaled)
 EJ1476
 EJ1476                          SUPERSEDED SURVEY CONTROL
 EJ1476
 EJ1476  NGVD 29 (??/??/92)  211.64   (m)          694.4    (f) COMPUTED    2 0
 EJ1476
 EJ1476.Superseded values are not recommended for survey control.
 EJ1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1476.See file dsdata.txt to determine how the superseded data were derived.
 EJ1476
 EJ1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU361301(NAD 83)
 EJ1476_MARKER: DB = BENCH MARK DISK
 EJ1476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1476_SP_SET: BRIDGE
 EJ1476_STAMPING: 694.362 G 24 1932
 EJ1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1476
 EJ1476  HISTORY     - Date     Condition        Report By
 EJ1476  HISTORY     - 1932     MONUMENTED       CGS
 EJ1476  HISTORY     - 1961     GOOD             NGS
 EJ1476
 EJ1476                          STATION DESCRIPTION
 EJ1476
 EJ1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1476'6.6 MI NW FROM MOUNT IDA.
 EJ1476'6.6 MILES NORTHWEST ALONG U.S. HIGHWAY 270 FROM MOUNT IDA, MONTGOMERY
 EJ1476'COUNTY, IN THE NORTH CURB OF THE BRIDGE OVER OUACHITA RIVER, 25 FEET
 EJ1476'WEST OF THE EAST END, AND 8 FEET EAST OF A BRONZE MEMORIAL TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1477 ***********************************************************************
 EJ1477  DESIGNATION -  G 24 RESET
 EJ1477  PID         -  EJ1477
 EJ1477  STATE/COUNTY-  AR/MONTGOMERY
 EJ1477  USGS QUAD   -  MOUNT IDA (1986)
 EJ1477
 EJ1477                         *CURRENT SURVEY CONTROL
 EJ1477  ___________________________________________________________________
 EJ1477* NAD 83(1986)-  34 36 39.     (N)    093 41 50.     (W)     SCALED    
 EJ1477* NAVD 88     -       212.98   (meters)     698.8    (feet)  RESET     
 EJ1477  ___________________________________________________________________
 EJ1477  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EJ1477
 EJ1477  VERT ORDER  -  THIRD
 EJ1477
 EJ1477.The horizontal coordinates were scaled from a topographic map and have
 EJ1477.an estimated accuracy of +/- 6 seconds.
 EJ1477
 EJ1477.The orthometric height was computed from unverified reset data.
 EJ1477
 EJ1477.The geoid height was determined by GEOID03.
 EJ1477
 EJ1477;                    North         East    Units  Estimated Accuracy
 EJ1477;SPC AR S     -   616,930.      244,350.      MT  (+/- 180 meters Scaled)
 EJ1477
 EJ1477                          SUPERSEDED SURVEY CONTROL
 EJ1477
 EJ1477.No superseded survey control is available for this station.
 EJ1477
 EJ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU360301(NAD 83)
 EJ1477_MARKER: DB = BENCH MARK DISK
 EJ1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1477_STAMPING: G 24 RESET 1963
 EJ1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1477+STABILITY: SURFACE MOTION
 EJ1477
 EJ1477  HISTORY     - Date     Condition        Report By
 EJ1477  HISTORY     - 1963     MONUMENTED       CGS
 EJ1477
 EJ1477                          STATION DESCRIPTION
 EJ1477
 EJ1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EJ1477'6.0 MI NW FROM MT IDA.
 EJ1477'REACH FROM THE COURTHOUSE IN MT. IDA, MONTGOMERY COUNTY, BY GOING
 EJ1477'NORTHWEST ON U.S. HIGHWAY 270 FOR 6.0 MILES TO THE BRIDGE OVER THE
 EJ1477'OUACHITA RIVER AND MARK ON THE LEFT.  THE MARK IS ON THE EAST BANK OF
 EJ1477'THE RIVER, 50 FEET SOUTHEAST OF THE SOUTHEAST END OF THE OLD RIVER
 EJ1477'BRIDGE, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO
 EJ1477'THE OZARK BOYS CAMP, 2 FEET SOUTHWEST OF A BOARD FENCE, 2 FEET NORTH
 EJ1477'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EJ1477'ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0783 ***********************************************************************
 FF0783  DESIGNATION -  G 242
 FF0783  PID         -  FF0783
 FF0783  STATE/COUNTY-  AR/POINSETT
 FF0783  USGS QUAD   -  GREENFIELD (1983)
 FF0783
 FF0783                         *CURRENT SURVEY CONTROL
 FF0783  ___________________________________________________________________
 FF0783* NAD 83(1986)-  35 40 34.     (N)    090 42 06.     (W)     SCALED    
 FF0783* NAVD 88     -        75.721  (meters)     248.43   (feet)  ADJUSTED  
 FF0783  ___________________________________________________________________
 FF0783  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FF0783  DYNAMIC HT  -          75.655 (meters)     248.21  (feet)  COMP
 FF0783  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 FF0783
 FF0783  VERT ORDER  -  FIRST     CLASS II
 FF0783
 FF0783.The horizontal coordinates were scaled from a topographic map and have
 FF0783.an estimated accuracy of +/- 6 seconds.
 FF0783
 FF0783.The orthometric height was determined by differential leveling
 FF0783.and adjusted by the National Geodetic Survey in June 1991..
 FF0783
 FF0783.The geoid height was determined by GEOID03.
 FF0783
 FF0783.The dynamic height is computed by dividing the NAVD 88
 FF0783.geopotential number by the normal gravity value computed on the
 FF0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0783.degrees latitude (g = 980.6199 gals.).
 FF0783
 FF0783.The modeled gravity was interpolated from observed gravity values.
 FF0783
 FF0783;                    North         East    Units  Estimated Accuracy
 FF0783;SPC AR N     -   149,750.      517,530.      MT  (+/- 180 meters Scaled)
 FF0783
 FF0783                          SUPERSEDED SURVEY CONTROL
 FF0783
 FF0783  NGVD 29 (??/??/??)   75.652  (m)          248.20   (f) ADJUSTED    1 2
 FF0783
 FF0783.Superseded values are not recommended for survey control.
 FF0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0783.See file dsdata.txt to determine how the superseded data were derived.
 FF0783
 FF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV080504(NAD 83)
 FF0783_MARKER: DB = BENCH MARK DISK
 FF0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0783_STAMPING: G 242 1934
 FF0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0783+STABILITY: SURFACE MOTION
 FF0783
 FF0783  HISTORY     - Date     Condition        Report By
 FF0783  HISTORY     - 1938     MONUMENTED       CGS
 FF0783  HISTORY     - 1956     GOOD             CGS
 FF0783  HISTORY     - 20020821 MARK NOT FOUND   USACE
 FF0783
 FF0783                          STATION DESCRIPTION
 FF0783
 FF0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0783'8 MI N FROM HARRISBURG.
 FF0783'8.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0783'STATION AT HARRISBURG, 774 FEET SOUTH OF CENTER OF CROSSING OF
 FF0783'A FARM ROAD, 713 FEET SOUTH OF A PROMINENT WIRE FENCE WHICH
 FF0783'EXTENDS EAST ALONG SOUTH SIDE OF FARM ROAD, 49 FEET EAST OF
 FF0783'EAST RAIL, 38 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 248/22,
 FF0783'2 FEET EAST OF A FENCE LINE, ABOUT 2 FEET BELOW LEVEL OF TRACK
 FF0783'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0783'NOTE-- THE POST HAS BEEN HIT BY FARM MACHINERY AND CONCRETE IS
 FF0783'CHIPPED.  THE POST IS SOLID AND SHOULD HOLD ITS PRESENT ELEVATION.
 FF0783
 FF0783                          STATION RECOVERY (2002)
 FF0783
 FF0783'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0983 ***********************************************************************
 DK0983  DESIGNATION -  G 243
 DK0983  PID         -  DK0983
 DK0983  STATE/COUNTY-  AR/CHICOT
 DK0983  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0983
 DK0983                         *CURRENT SURVEY CONTROL
 DK0983  ___________________________________________________________________
 DK0983* NAD 83(1997)-  33 30 23.06007(N)    091 26 04.59553(W)     ADJUSTED  
 DK0983* NAVD 88     -        41.872  (meters)     137.38   (feet)  ADJUSTED  
 DK0983  ___________________________________________________________________
 DK0983  X           -    -133,284.182 (meters)                     COMP
 DK0983  Y           -  -5,322,021.887 (meters)                     COMP
 DK0983  Z           -   3,500,935.445 (meters)                     COMP
 DK0983  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 DK0983  ELLIP HEIGHT-          15.82  (meters)          (09/24/01) GPS OBS
 DK0983  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK0983  DYNAMIC HT  -          41.829 (meters)     137.23  (feet)  COMP
 DK0983  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 DK0983
 DK0983  HORZ ORDER  -  FIRST
 DK0983  VERT ORDER  -  FIRST     CLASS II
 DK0983  ELLP ORDER  -  FOURTH    CLASS II
 DK0983
 DK0983.The horizontal coordinates were established by GPS observations
 DK0983.and adjusted by the National Geodetic Survey in September 1999..
 DK0983
 DK0983.The orthometric height was determined by differential leveling
 DK0983.and adjusted by the National Geodetic Survey in June 1991..
 DK0983
 DK0983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0983
 DK0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0983
 DK0983.The ellipsoidal height was determined by GPS observations
 DK0983.and is referenced to NAD 83.
 DK0983
 DK0983.The geoid height was determined by GEOID03.
 DK0983
 DK0983.The dynamic height is computed by dividing the NAVD 88
 DK0983.geopotential number by the normal gravity value computed on the
 DK0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0983.degrees latitude (g = 980.6199 gals.).
 DK0983
 DK0983.The modeled gravity was interpolated from observed gravity values.
 DK0983
 DK0983;                    North         East     Units Scale Factor Converg.
 DK0983;SPC AR S     -   493,283.020   452,531.285   MT  0.99996064   +0 18 59.2
 DK0983;SPC AR S     - 1,618,379.37  1,484,679.72   sFT  0.99996064   +0 18 59.2
 DK0983;UTM  15      - 3,708,526.023   645,398.260   MT  0.99986064   +0 51 51.5
 DK0983
 DK0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0983!SPC AR S     -   0.99999752  x   0.99996064  =   0.99995816
 DK0983!UTM  15      -   0.99999752  x   0.99986064  =   0.99985816
 DK0983
 DK0983                          SUPERSEDED SURVEY CONTROL
 DK0983
 DK0983  ELLIP H (09/14/99)   15.86   (m)                       GP(       ) 4 1
 DK0983  NAD 83(1997)-  33 30 23.06587(N)    091 26 04.59104(W) AD(       ) 1
 DK0983  NAD 83(1986)-  33 30 23.07196(N)    091 26 04.58726(W) AD(       ) 1
 DK0983  NGVD 29 (??/??/??)   41.986  (m)          137.75   (f) ADJUSTED    1 2
 DK0983
 DK0983.Superseded values are not recommended for survey control.
 DK0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0983.See file dsdata.txt to determine how the superseded data were derived.
 DK0983
 DK0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4539808526(NAD 83)
 DK0983_MARKER: DB = BENCH MARK DISK
 DK0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0983_SP_SET: CULVERT
 DK0983_STAMPING: G 243 1939
 DK0983_MARK LOGO: CGS   
 DK0983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0983+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1990
 DK0983
 DK0983  HISTORY     - Date     Condition        Report By
 DK0983  HISTORY     - 1939     MONUMENTED       CGS
 DK0983  HISTORY     - 19890601 GOOD             NGS
 DK0983  HISTORY     - 19900404 GOOD
 DK0983
 DK0983                          STATION DESCRIPTION
 DK0983
 DK0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0983'1.4 MI S FROM DERMOTT.
 DK0983'1.4 MILES SOUTH OF THE R.R. JUNCTION.  A STANDARD DISC SET
 DK0983'HORIZONTALLY IN THE CENTER OF THE TOP OF THE EAST HEADWALL OF A 10
 DK0983'FOOT CONCRETE CULVERT.  LOCATED ON THE EAST SIDE OF THE MO. PAC. R.R.
 DK0983'UNDER A NEW ROAD BEING CONSTRUCTED.  AT MILE POST 417 - 6.  27 PACES
 DK0983'EAST AND 21 PACES NORTH OF THE CENTER LINE OF THE CROSSING.  27 PACES
 DK0983'EAST OF EAST RAIL.
 DK0983
 DK0983                          STATION RECOVERY (1989)
 DK0983
 DK0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DK0983'STATION IS LOCATED ABOUT 23.5 KM (14.6 MI) NORTHEAST OF MONTROSE, 13.7
 DK0983'KM (8.5 MI) SOUTHWEST OF MCGEHEE, AND 2.5 KM (1.6 MI) SOUTHEAST OF
 DK0983'DERMOTT.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.
 DK0983'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 165 AND STATE HIGHWAY 35
 DK0983'ABOUT 2.8 KM (1.7 MI) EAST OF DERMOTT.  GO SOUTHWEST ON U.S.HIGHWAY
 DK0983'165 FOR 3.83 KM (2.38 MI) TO THE JUNCTION OF STATE HIGHWAY 208. THIS
 DK0983'IS THE SECOND ONE OF TWO JUNCTION WITH STATE HIGHWAY 208. AND THE
 DK0983'STATION ON THE RIGHT.  IN THE CENTER OF THE NORTHWEST HEADWALL OF A
 DK0983'3.5X10 FT CONCRETE CULVERT.
 DK0983'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---G 243 1939---. SET
 DK0983'IN THE TOP OF A CONCRETE HEADWALL THAT IS FLUSH WITH THE GROUND. IT
 DK0983'IS 18.2 M (59.7 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 208,
 DK0983'5.6 M (18.4 FT) NORTHWEST OF THE CENTERLINE OF U.S.HIGHWAY 165, AND
 DK0983'1.5 M (4.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 DK0983'STAMPING IS MARRED AND HARD TO READ.
 DK0983'USE A 8 FOOT TRIPOD.
 DK0983'DESCRIBED BY E.J.HANSMANN.
 DK0983
 DK0983                          STATION RECOVERY (1990)
 DK0983
 DK0983'RECOVERED 1990
 DK0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0395 ***********************************************************************
 FG0395  DESIGNATION -  G 244
 FG0395  PID         -  FG0395
 FG0395  STATE/COUNTY-  AR/PERRY
 FG0395  USGS QUAD   -  PERRYVILLE (1989)
 FG0395
 FG0395                         *CURRENT SURVEY CONTROL
 FG0395  ___________________________________________________________________
 FG0395* NAD 83(1986)-  35 02 55.     (N)    092 48 51.     (W)     SCALED    
 FG0395* NAVD 88     -        95.261  (meters)     312.54   (feet)  ADJUSTED  
 FG0395  ___________________________________________________________________
 FG0395  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FG0395  DYNAMIC HT  -          95.170 (meters)     312.24  (feet)  COMP
 FG0395  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FG0395
 FG0395  VERT ORDER  -  SECOND    CLASS 0
 FG0395
 FG0395.The horizontal coordinates were scaled from a topographic map and have
 FG0395.an estimated accuracy of +/- 6 seconds.
 FG0395
 FG0395.The orthometric height was determined by differential leveling
 FG0395.and adjusted by the National Geodetic Survey in June 1991..
 FG0395
 FG0395.The geoid height was determined by GEOID03.
 FG0395
 FG0395.The dynamic height is computed by dividing the NAVD 88
 FG0395.geopotential number by the normal gravity value computed on the
 FG0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0395.degrees latitude (g = 980.6199 gals.).
 FG0395
 FG0395.The modeled gravity was interpolated from observed gravity values.
 FG0395
 FG0395;                    North         East    Units  Estimated Accuracy
 FG0395;SPC AR N     -    79,660.      325,720.      MT  (+/- 180 meters Scaled)
 FG0395
 FG0395                          SUPERSEDED SURVEY CONTROL
 FG0395
 FG0395  NGVD 29 (??/??/92)   95.280  (m)          312.60   (f) ADJ UNCH    2 0
 FG0395
 FG0395.Superseded values are not recommended for survey control.
 FG0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0395.See file dsdata.txt to determine how the superseded data were derived.
 FG0395
 FG0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU169784(NAD 83)
 FG0395_MARKER: DB = BENCH MARK DISK
 FG0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0395_STAMPING: G-244 1939
 FG0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0395+STABILITY: SURFACE MOTION
 FG0395
 FG0395  HISTORY     - Date     Condition        Report By
 FG0395  HISTORY     - 1939     MONUMENTED       CGS
 FG0395
 FG0395                          STATION DESCRIPTION
 FG0395
 FG0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0395'1.0 MI W FROM PERRY.
 FG0395'ABOUT 100 YARDS NORTHEAST OF FARM HOUSE.  ABOUT 112 FEET WEST OF A
 FG0395'LONE OAK TREE 3 FEET IN DIAMETER AT BASE.  65 FEET NORTH OF THE
 FG0395'CENTERLINE OF STATE HIGHWAY NO. 10.  44 FEET SOUTH OF THE SOUTH RAIL
 FG0395'OF THE RAILROAD.  1.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 FG0395'TABLET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0041 ***********************************************************************
 DL0041  DESIGNATION -  G 247
 DL0041  PID         -  DL0041
 DL0041  STATE/COUNTY-  AR/CALHOUN
 DL0041  USGS QUAD   -  BANKS (1985)
 DL0041
 DL0041                         *CURRENT SURVEY CONTROL
 DL0041  ___________________________________________________________________
 DL0041* NAD 83(1986)-  33 36 59.     (N)    092 20 57.     (W)     SCALED    
 DL0041* NAVD 88     -        50.205  (meters)     164.71   (feet)  ADJUSTED  
 DL0041  ___________________________________________________________________
 DL0041  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DL0041  DYNAMIC HT  -          50.153 (meters)     164.54  (feet)  COMP
 DL0041  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 DL0041
 DL0041  VERT ORDER  -  SECOND    CLASS 0
 DL0041
 DL0041.The horizontal coordinates were scaled from a topographic map and have
 DL0041.an estimated accuracy of +/- 6 seconds.
 DL0041
 DL0041.The orthometric height was determined by differential leveling
 DL0041.and adjusted by the National Geodetic Survey in June 1991..
 DL0041
 DL0041.The geoid height was determined by GEOID03.
 DL0041
 DL0041.The dynamic height is computed by dividing the NAVD 88
 DL0041.geopotential number by the normal gravity value computed on the
 DL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0041.degrees latitude (g = 980.6199 gals.).
 DL0041
 DL0041.The modeled gravity was interpolated from observed gravity values.
 DL0041
 DL0041;                    North         East    Units  Estimated Accuracy
 DL0041;SPC AR S     -   505,390.      367,600.      MT  (+/- 180 meters Scaled)
 DL0041
 DL0041                          SUPERSEDED SURVEY CONTROL
 DL0041
 DL0041  NGVD 29 (??/??/92)   50.265  (m)          164.91   (f) ADJ UNCH    2 0
 DL0041
 DL0041.Superseded values are not recommended for survey control.
 DL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0041.See file dsdata.txt to determine how the superseded data were derived.
 DL0041
 DL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT603198(NAD 83)
 DL0041_MARKER: DB = BENCH MARK DISK
 DL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0041_STAMPING: G 247 1938
 DL0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0041+STABILITY: SURFACE MOTION
 DL0041
 DL0041  HISTORY     - Date     Condition        Report By
 DL0041  HISTORY     - 1938     MONUMENTED       CGS
 DL0041  HISTORY     - 1964     GOOD             NGS
 DL0041  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL0041
 DL0041                          STATION DESCRIPTION
 DL0041
 DL0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0041'0.8 MI S FROM TINSMAN.
 DL0041'0.8 MI S OF CHICAGO, ROCK ISLAND AND PACIFIC RR STATION, 410 FT S OF S
 DL0041'END OF Y SPUR TO CROSSETT, 270 FT N OF LOG ROAD CROSSING, 57 FT E OF E
 DL0041'RAIL, STRAIGHT ACROSS TRACK FROM POLE 65/10.  STANDARD TABLET SET IN
 DL0041'CONCRETE POST STAMPED G 247 1938.  NOTE-- ABOUT OPPOSITE MILEPOST
 DL0041'65+10, ABOUT MIDWAY BETWEEN TWO POLES ON EAST SIDE OF TRACKS AND 55
 DL0041'FEET EAST OF EAST RAIL.
 DL0041
 DL0041                          STATION RECOVERY (1973)
 DL0041
 DL0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DL0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0708 ***********************************************************************
 FG0708  DESIGNATION -  G 248
 FG0708  PID         -  FG0708
 FG0708  STATE/COUNTY-  AR/VAN BUREN
 FG0708  USGS QUAD   -  ALREAD (1965)
 FG0708
 FG0708                         *CURRENT SURVEY CONTROL
 FG0708  ___________________________________________________________________
 FG0708* NAD 83(1986)-  35 39 00.     (N)    092 43 11.     (W)     SCALED    
 FG0708* NAVD 88     -       474.032  (meters)    1555.22   (feet)  ADJUSTED  
 FG0708  ___________________________________________________________________
 FG0708  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0708  DYNAMIC HT  -         473.574 (meters)    1553.72  (feet)  COMP
 FG0708  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FG0708
 FG0708  VERT ORDER  -  SECOND    CLASS 0
 FG0708
 FG0708.The horizontal coordinates were scaled from a topographic map and have
 FG0708.an estimated accuracy of +/- 6 seconds.
 FG0708
 FG0708.The orthometric height was determined by differential leveling
 FG0708.and adjusted by the National Geodetic Survey in June 1991..
 FG0708
 FG0708.The geoid height was determined by GEOID03.
 FG0708
 FG0708.The dynamic height is computed by dividing the NAVD 88
 FG0708.geopotential number by the normal gravity value computed on the
 FG0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0708.degrees latitude (g = 980.6199 gals.).
 FG0708
 FG0708.The modeled gravity was interpolated from observed gravity values.
 FG0708
 FG0708;                    North         East    Units  Estimated Accuracy
 FG0708;SPC AR N     -   146,310.      334,830.      MT  (+/- 180 meters Scaled)
 FG0708
 FG0708                          SUPERSEDED SURVEY CONTROL
 FG0708
 FG0708  NGVD 29 (??/??/92)  473.950  (m)         1554.95   (f) ADJ UNCH    2 0
 FG0708
 FG0708.Superseded values are not recommended for survey control.
 FG0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0708.See file dsdata.txt to determine how the superseded data were derived.
 FG0708
 FG0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV253451(NAD 83)
 FG0708_MARKER: DB = BENCH MARK DISK
 FG0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0708_STAMPING: G 248 1939
 FG0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0708+STABILITY: SURFACE MOTION
 FG0708
 FG0708  HISTORY     - Date     Condition        Report By
 FG0708  HISTORY     - 1939     MONUMENTED       CGS
 FG0708
 FG0708                          STATION DESCRIPTION
 FG0708
 FG0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0708'2.8 MI NW FROM RUPERT.
 FG0708'2.8 MILES NORTHWEST ALONG THE ARCHEY-CHIMES ROAD FROM THE POST OFFICE
 FG0708'AT RUPERT, VAN BUREN COUNTY, 0.9 MILE NORTH OF THE INTERSECTION WITH
 FG0708'THE ROAD LEADING TO LOST CORNER, 0.3 MILE NORTH OF A FARMHOUSE EAST OF
 FG0708'THE ROAD, 12 FEET WEST OF THE CENTERLINE OF THE ROAD, 21 FEET
 FG0708'NORTHWEST OF A 15-INCH BLAZED HICKORY TREE, AND AT THE TOP OF A SMALL
 FG0708'HILL AT A CURVE.  A STANDARD DISK, STAMPED G 248 1939 AND SET IN THE
 FG0708'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0843 ***********************************************************************
 DK0843  DESIGNATION -  G 249
 DK0843  PID         -  DK0843
 DK0843  STATE/COUNTY-  AR/DESHA
 DK0843  USGS QUAD   -  WATSON (1969)
 DK0843
 DK0843                         *CURRENT SURVEY CONTROL
 DK0843  ___________________________________________________________________
 DK0843* NAD 83(1986)-  33 53 42.     (N)    091 15 23.     (W)     SCALED    
 DK0843* NAVD 88     -        46.575  (meters)     152.80   (feet)  ADJUSTED  
 DK0843  ___________________________________________________________________
 DK0843  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK0843  DYNAMIC HT  -          46.528 (meters)     152.65  (feet)  COMP
 DK0843  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 DK0843
 DK0843  VERT ORDER  -  FIRST     CLASS II
 DK0843
 DK0843.The horizontal coordinates were scaled from a topographic map and have
 DK0843.an estimated accuracy of +/- 6 seconds.
 DK0843
 DK0843.The orthometric height was determined by differential leveling
 DK0843.and adjusted by the National Geodetic Survey in June 1991..
 DK0843.WARNING-Repeat measurements at this control monument indicate possible
 DK0843.vertical movement.
 DK0843
 DK0843.The geoid height was determined by GEOID03.
 DK0843
 DK0843.The dynamic height is computed by dividing the NAVD 88
 DK0843.geopotential number by the normal gravity value computed on the
 DK0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0843.degrees latitude (g = 980.6199 gals.).
 DK0843
 DK0843.The modeled gravity was interpolated from observed gravity values.
 DK0843
 DK0843;                    North         East    Units  Estimated Accuracy
 DK0843;SPC AR S     -   536,490.      468,780.      MT  (+/- 180 meters Scaled)
 DK0843
 DK0843                          SUPERSEDED SURVEY CONTROL
 DK0843
 DK0843  NGVD 29 (??/??/??)   46.639  (m)          153.01   (f) ADJUSTED    1 2
 DK0843
 DK0843.Superseded values are not recommended for survey control.
 DK0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0843.See file dsdata.txt to determine how the superseded data were derived.
 DK0843
 DK0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT612518(NAD 83)
 DK0843_MARKER: DB = BENCH MARK DISK
 DK0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0843_STAMPING: G 249 1940
 DK0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0843+STABILITY: SURFACE MOTION
 DK0843
 DK0843  HISTORY     - Date     Condition        Report By
 DK0843  HISTORY     - 1940     MONUMENTED       CGS
 DK0843  HISTORY     - 1955     GOOD             CGS
 DK0843  HISTORY     - 1976     GOOD             NGS
 DK0843  HISTORY     - 20020607 MARK NOT FOUND   USACE
 DK0843
 DK0843                          STATION DESCRIPTION
 DK0843
 DK0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0843'IN WATSON.
 DK0843'AT WATSON, 69 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MISSOURI
 DK0843'PACIFIC RAILROAD STATION, 35 FEET EAST OF THE EAST RAIL OF THE MAIN
 DK0843'TRACK, 29 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 1, 2 FEET
 DK0843'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 DK0843'FLUSH WITH THE GROUND.
 DK0843
 DK0843                          STATION RECOVERY (1976)
 DK0843
 DK0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0843'RECOVERED IN GOOD CONDITION.
 DK0843
 DK0843                          STATION RECOVERY (2002)
 DK0843
 DK0843'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1169 ***********************************************************************
 FG1169  DESIGNATION -  G 25
 FG1169  PID         -  FG1169
 FG1169  STATE/COUNTY-  AR/YELL
 FG1169  USGS QUAD   -  DARDANELLE (1993)
 FG1169
 FG1169                         *CURRENT SURVEY CONTROL
 FG1169  ___________________________________________________________________
 FG1169* NAD 83(1986)-  35 10 50.     (N)    093 09 37.     (W)     SCALED    
 FG1169* NAVD 88     -       102.863  (meters)     337.48   (feet)  ADJUSTED  
 FG1169  ___________________________________________________________________
 FG1169  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1169  DYNAMIC HT  -         102.765 (meters)     337.15  (feet)  COMP
 FG1169  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 FG1169
 FG1169  VERT ORDER  -  SECOND    CLASS 0
 FG1169
 FG1169.The horizontal coordinates were scaled from a topographic map and have
 FG1169.an estimated accuracy of +/- 6 seconds.
 FG1169
 FG1169.The orthometric height was determined by differential leveling
 FG1169.and adjusted by the National Geodetic Survey in June 1991..
 FG1169
 FG1169.The geoid height was determined by GEOID03.
 FG1169
 FG1169.The dynamic height is computed by dividing the NAVD 88
 FG1169.geopotential number by the normal gravity value computed on the
 FG1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1169.degrees latitude (g = 980.6199 gals.).
 FG1169
 FG1169.The modeled gravity was interpolated from observed gravity values.
 FG1169
 FG1169;                    North         East    Units  Estimated Accuracy
 FG1169;SPC AR N     -    94,620.      294,320.      MT  (+/- 180 meters Scaled)
 FG1169
 FG1169                          SUPERSEDED SURVEY CONTROL
 FG1169
 FG1169  NGVD 29 (??/??/92)  102.851  (m)          337.44   (f) ADJ UNCH    2 0
 FG1169
 FG1169.Superseded values are not recommended for survey control.
 FG1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1169.See file dsdata.txt to determine how the superseded data were derived.
 FG1169
 FG1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU854930(NAD 83)
 FG1169_MARKER: DB = BENCH MARK DISK
 FG1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1169_STAMPING: 337.437 G 25 1932
 FG1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1169+STABILITY: SURFACE MOTION
 FG1169
 FG1169  HISTORY     - Date     Condition        Report By
 FG1169  HISTORY     - 1932     MONUMENTED       CGS
 FG1169  HISTORY     - 1934     GOOD             NGS
 FG1169
 FG1169                          STATION DESCRIPTION
 FG1169
 FG1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG1169'2.5 MI S FROM DARDANELLE.
 FG1169'15 FT. WEST OF THE WEST RAIL OF THE MAIN TRACK.  33 FT. SOUTH OF THE
 FG1169'CENTERLINE OF A GRADED ROAD.  0.1 MILE WEST OF STATE HIGHWAY NO. 7.
 FG1169'MARK IS STAMPED 337.437 G 25 1932.
 FG1169
 FG1169                          STATION RECOVERY (1934)
 FG1169
 FG1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0526 ***********************************************************************
 EJ0526  DESIGNATION -  G 250
 EJ0526  PID         -  EJ0526
 EJ0526  STATE/COUNTY-  AR/JEFFERSON
 EJ0526  USGS QUAD   -  REDFIELD (1984)
 EJ0526
 EJ0526                         *CURRENT SURVEY CONTROL
 EJ0526  ___________________________________________________________________
 EJ0526* NAD 83(1986)-  34 23 36.     (N)    092 08 09.     (W)     SCALED    
 EJ0526* NAVD 88     -        93.052  (meters)     305.29   (feet)  ADJUSTED  
 EJ0526  ___________________________________________________________________
 EJ0526  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0526  DYNAMIC HT  -          92.963 (meters)     305.00  (feet)  COMP
 EJ0526  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 EJ0526
 EJ0526  VERT ORDER  -  SECOND    CLASS 0
 EJ0526
 EJ0526.The horizontal coordinates were scaled from a topographic map and have
 EJ0526.an estimated accuracy of +/- 6 seconds.
 EJ0526
 EJ0526.The orthometric height was determined by differential leveling
 EJ0526.and adjusted by the National Geodetic Survey in June 1991..
 EJ0526
 EJ0526.The geoid height was determined by GEOID03.
 EJ0526
 EJ0526.The dynamic height is computed by dividing the NAVD 88
 EJ0526.geopotential number by the normal gravity value computed on the
 EJ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0526.degrees latitude (g = 980.6199 gals.).
 EJ0526
 EJ0526.The modeled gravity was interpolated from observed gravity values.
 EJ0526
 EJ0526;                    North         East    Units  Estimated Accuracy
 EJ0526;SPC AR S     -   591,520.      387,510.      MT  (+/- 180 meters Scaled)
 EJ0526
 EJ0526                          SUPERSEDED SURVEY CONTROL
 EJ0526
 EJ0526  NGVD 29 (??/??/92)   93.144  (m)          305.59   (f) ADJ UNCH    2 0
 EJ0526
 EJ0526.Superseded values are not recommended for survey control.
 EJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0526.See file dsdata.txt to determine how the superseded data were derived.
 EJ0526
 EJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU794061(NAD 83)
 EJ0526_MARKER: DB = BENCH MARK DISK
 EJ0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0526_SP_SET: CULVERT
 EJ0526_STAMPING: G 250 1940
 EJ0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0526
 EJ0526  HISTORY     - Date     Condition        Report By
 EJ0526  HISTORY     - 1940     MONUMENTED       CGS
 EJ0526  HISTORY     - 1984     GOOD             NGS
 EJ0526
 EJ0526                          STATION DESCRIPTION
 EJ0526
 EJ0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0526'2.5 MI NE FROM JEFFERSON SPRINGS.
 EJ0526'2.5 MILES NORTHEAST ALONG GRADED DIRT ROAD TOWARDS RIVER FROM MISSOURI
 EJ0526'PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS.  TO REACH FROM THE
 EJ0526'MISSOURI PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS, PROCEED NORTH
 EJ0526'NORTHWEST ALONG TRACK, GO 0.4 MILE.  TURN RIGHT (EAST NORTHEAST) AND
 EJ0526'FOLLOW GRADED ROAD TOWARDS RIVER, GO 2.1 MILES.  BENCH MARK IS IN THE
 EJ0526'SIXTH (6) CULVERT ON THE GRADED ROAD FROM JEFFERSON SPRINGS TOWARDS
 EJ0526'THE RIVER.  SET 2 FEET EAST OF THE WEST END OF THE NORTH CONCRETE
 EJ0526'HEADWALL OF A DOUBLE 24 INCH TILE CULVERT.  13 FEET NORTH OF THE
 EJ0526'CENTER LINE OF ROAD.
 EJ0526
 EJ0526                          STATION RECOVERY (1984)
 EJ0526
 EJ0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0526'NEW DESC: 0.5 KM (0.35 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE
 EJ0526'POST OFFICE IN JEFFERSON, THENCE 3.4 KM (2.1 MI) NORTHEAST ALONG
 EJ0526'JEFFERSON RIVER ROAD AT A CONCRETE HEADWALL OF A CULVERT UNDER
 EJ0526'JEFFERSON RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1769 ***********************************************************************
 EH1769  DESIGNATION -  G 251
 EH1769  PID         -  EH1769
 EH1769  STATE/COUNTY-  AR/JEFFERSON
 EH1769  USGS QUAD   -  ROB ROY (1971)
 EH1769
 EH1769                         *CURRENT SURVEY CONTROL
 EH1769  ___________________________________________________________________
 EH1769* NAD 83(1986)-  34 18 08.     (N)    091 55 49.     (W)     SCALED    
 EH1769* NAVD 88     -        61.631  (meters)     202.20   (feet)  ADJUSTED  
 EH1769  ___________________________________________________________________
 EH1769  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1769  DYNAMIC HT  -          61.572 (meters)     202.01  (feet)  COMP
 EH1769  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 EH1769
 EH1769  VERT ORDER  -  SECOND    CLASS 0
 EH1769
 EH1769.The horizontal coordinates were scaled from a topographic map and have
 EH1769.an estimated accuracy of +/- 6 seconds.
 EH1769
 EH1769.The orthometric height was determined by differential leveling
 EH1769.and adjusted by the National Geodetic Survey in June 1991..
 EH1769
 EH1769.The geoid height was determined by GEOID03.
 EH1769
 EH1769.The dynamic height is computed by dividing the NAVD 88
 EH1769.geopotential number by the normal gravity value computed on the
 EH1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1769.degrees latitude (g = 980.6199 gals.).
 EH1769
 EH1769.The modeled gravity was interpolated from observed gravity values.
 EH1769
 EH1769;                    North         East    Units  Estimated Accuracy
 EH1769;SPC AR S     -   581,410.      406,420.      MT  (+/- 180 meters Scaled)
 EH1769
 EH1769                          SUPERSEDED SURVEY CONTROL
 EH1769
 EH1769  NGVD 29 (??/??/??)   61.662  (m)          202.30   (f) ADJUSTED    2 0
 EH1769
 EH1769.Superseded values are not recommended for survey control.
 EH1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1769.See file dsdata.txt to determine how the superseded data were derived.
 EH1769
 EH1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT984961(NAD 83)
 EH1769_MARKER: DB = BENCH MARK DISK
 EH1769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1769_SP_SET: CULVERT
 EH1769_STAMPING: G 251 1940
 EH1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1769+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 EH1769
 EH1769  HISTORY     - Date     Condition        Report By
 EH1769  HISTORY     - 1940     MONUMENTED       CGS
 EH1769  HISTORY     - 20030624 GOOD             USACE
 EH1769
 EH1769                          STATION DESCRIPTION
 EH1769
 EH1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1769'2.5 MI NW FROM ROB ROY.
 EH1769'2.5 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO A SMALL LEVEE FROM
 EH1769'THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT ROB ROY, JEFFERSON
 EH1769'COUNTY, 0.3 MILE ALONG THE ROAD ACROSS THE SMALL LEVEE AND THE BRIDGE
 EH1769'OVER PLUM BAYOU, ACROSS THE MAIN LEVEE AND 0.4 MILE WEST ALONG A
 EH1769'GRAVEL ROAD, 0.6 MILE SOUTH ALONG A DIRT ROAD, 0.3 MILE WEST ALONG THE
 EH1769'LEVEE ROAD, 65 YARDS WEST OF THE CENTER OF THE CROSSING OF THE OLD
 EH1769'LEVEE AND A CONNECTING LEVEE, 61 FEET NORTH OF THE CENTERLINE OF THE
 EH1769'LEVEE, AT A LEVEE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH
 EH1769'CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED G 251 1940.
 EH1769
 EH1769                          STATION RECOVERY (2003)
 EH1769
 EH1769'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0608 ***********************************************************************
 EJ0608  DESIGNATION -  G 252
 EJ0608  PID         -  EJ0608
 EJ0608  STATE/COUNTY-  AR/JEFFERSON
 EJ0608  USGS QUAD   -  WRIGHT (1975)
 EJ0608
 EJ0608                         *CURRENT SURVEY CONTROL
 EJ0608  ___________________________________________________________________
 EJ0608* NAD 83(1986)-  34 29 14.     (N)    092 06 23.     (W)     SCALED    
 EJ0608* NAVD 88     -        68.513  (meters)     224.78   (feet)  ADJUSTED  
 EJ0608  ___________________________________________________________________
 EJ0608  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EJ0608  DYNAMIC HT  -          68.449 (meters)     224.57  (feet)  COMP
 EJ0608  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 EJ0608
 EJ0608  VERT ORDER  -  SECOND    CLASS 0
 EJ0608
 EJ0608.The horizontal coordinates were scaled from a topographic map and have
 EJ0608.an estimated accuracy of +/- 6 seconds.
 EJ0608
 EJ0608.The orthometric height was determined by differential leveling
 EJ0608.and adjusted by the National Geodetic Survey in June 1991..
 EJ0608
 EJ0608.The geoid height was determined by GEOID03.
 EJ0608
 EJ0608.The dynamic height is computed by dividing the NAVD 88
 EJ0608.geopotential number by the normal gravity value computed on the
 EJ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0608.degrees latitude (g = 980.6199 gals.).
 EJ0608
 EJ0608.The modeled gravity was interpolated from observed gravity values.
 EJ0608
 EJ0608;                    North         East    Units  Estimated Accuracy
 EJ0608;SPC AR S     -   601,930.      390,230.      MT  (+/- 180 meters Scaled)
 EJ0608
 EJ0608                          SUPERSEDED SURVEY CONTROL
 EJ0608
 EJ0608  NGVD 29 (??/??/92)   68.548  (m)          224.89   (f) ADJ UNCH    2 0
 EJ0608
 EJ0608.Superseded values are not recommended for survey control.
 EJ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0608.See file dsdata.txt to determine how the superseded data were derived.
 EJ0608
 EJ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU820165(NAD 83)
 EJ0608_MARKER: DB = BENCH MARK DISK
 EJ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0608_STAMPING: G 252 1940
 EJ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0608+STABILITY: SURFACE MOTION
 EJ0608
 EJ0608  HISTORY     - Date     Condition        Report By
 EJ0608  HISTORY     - 1940     MONUMENTED       CGS
 EJ0608  HISTORY     - 20030626 MARK NOT FOUND   USACE
 EJ0608
 EJ0608                          STATION DESCRIPTION
 EJ0608
 EJ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0608'2.0 MI N FROM WRIGHT.
 EJ0608'2.0 MILES NORTH ALONG A GRAVEL COUNTY ROAD LEADING TO THE JESSE R.
 EJ0608'CORE COMMUNITY SCHOOL FROM THE POST OFFICE AT WRIGHT, JEFFERSON
 EJ0608'COUNTY, 4.9 MILES WEST ALONG A GRAVEL ROAD LEADING PAST THE CORE FARM
 EJ0608'HEADQUARTERS AND ACROSS A BRIDGE, 0.1 MILE NORTH ALONG A DIRT ROAD,
 EJ0608'0.2 MILE WEST ALONG A FIELD ROAD LEADING TO THE LEVEE, 0.2 MILE NORTH
 EJ0608'ALONG THE ROAD PARALLELING THE LEVEE, AT THE TOE OF THE LEVEE, 79 FEET
 EJ0608'EAST OF THE CENTERLINE OF THE LEVEE, 6 FEET WEST OF THE EDGE OF A
 EJ0608'CULTIVATED FIELD, 2 FEET WEST OF A WIRE FENCE, AND 3 FEET SOUTH OF A 4
 EJ0608'BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD
 EJ0608'DISK, STAMPED G 252 1940 AND SET IN THE TOP OF A CONCRETE POST
 EJ0608'PROJECTING 5 INCHES ABOVE GROUND.
 EJ0608
 EJ0608                          STATION RECOVERY (2003)
 EJ0608
 EJ0608'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1077 ***********************************************************************
 FG1077  DESIGNATION -  G 253
 FG1077  PID         -  FG1077
 FG1077  STATE/COUNTY-  AR/YELL
 FG1077  USGS QUAD   -  DARDANELLE (1993)
 FG1077
 FG1077                         *CURRENT SURVEY CONTROL
 FG1077  ___________________________________________________________________
 FG1077* NAD 83(1986)-  35 14 29.     (N)    093 11 11.     (W)     SCALED    
 FG1077* NAVD 88     -       117.982  (meters)     387.08   (feet)  ADJUSTED  
 FG1077  ___________________________________________________________________
 FG1077  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FG1077  DYNAMIC HT  -         117.869 (meters)     386.71  (feet)  COMP
 FG1077  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FG1077
 FG1077  VERT ORDER  -  SECOND    CLASS 0
 FG1077
 FG1077.The horizontal coordinates were scaled from a topographic map and have
 FG1077.an estimated accuracy of +/- 6 seconds.
 FG1077
 FG1077.The orthometric height was determined by differential leveling
 FG1077.and adjusted by the National Geodetic Survey in June 1991..
 FG1077
 FG1077.The geoid height was determined by GEOID03.
 FG1077
 FG1077.The dynamic height is computed by dividing the NAVD 88
 FG1077.geopotential number by the normal gravity value computed on the
 FG1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1077.degrees latitude (g = 980.6199 gals.).
 FG1077
 FG1077.The modeled gravity was interpolated from observed gravity values.
 FG1077
 FG1077;                    North         East    Units  Estimated Accuracy
 FG1077;SPC AR N     -   101,390.      292,020.      MT  (+/- 180 meters Scaled)
 FG1077
 FG1077                          SUPERSEDED SURVEY CONTROL
 FG1077
 FG1077  NGVD 29 (??/??/92)  117.970  (m)          387.04   (f) ADJ UNCH    2 0
 FG1077
 FG1077.Superseded values are not recommended for survey control.
 FG1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1077.See file dsdata.txt to determine how the superseded data were derived.
 FG1077
 FG1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU830998(NAD 83)
 FG1077_MARKER: DB = BENCH MARK DISK
 FG1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1077_SP_SET: CULVERT
 FG1077_STAMPING: G 253 1940
 FG1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1077
 FG1077  HISTORY     - Date     Condition        Report By
 FG1077  HISTORY     - 1940     MONUMENTED       CGS
 FG1077  HISTORY     - 1959     GOOD             NGS
 FG1077
 FG1077                          STATION DESCRIPTION
 FG1077
 FG1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1077'1.8 MI NW FROM DARDANELLE.
 FG1077'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 FG1077'DARDANELLE, AT A LARGE DOUBLE CONCRETE-BOX CULVERT, IN THE TOP OF THE
 FG1077'HEADWALL, 16 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FG1077'AND 1.6 FEET NORTHWEST OF THE EAST-SOUTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1078 ***********************************************************************
 FG1078  DESIGNATION -  G 253 RESET
 FG1078  PID         -  FG1078
 FG1078  STATE/COUNTY-  AR/YELL
 FG1078  USGS QUAD   -  DARDANELLE (1993)
 FG1078
 FG1078                         *CURRENT SURVEY CONTROL
 FG1078  ___________________________________________________________________
 FG1078* NAD 83(1986)-  35 14 29.     (N)    093 11 11.     (W)     SCALED    
 FG1078* NAVD 88     -       118.29   (meters)     388.1    (feet)  RESET     
 FG1078  ___________________________________________________________________
 FG1078  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FG1078
 FG1078  VERT ORDER  -  THIRD
 FG1078
 FG1078.The horizontal coordinates were scaled from a topographic map and have
 FG1078.an estimated accuracy of +/- 6 seconds.
 FG1078
 FG1078.The orthometric height was computed from unverified reset data.
 FG1078
 FG1078.The geoid height was determined by GEOID03.
 FG1078
 FG1078;                    North         East    Units  Estimated Accuracy
 FG1078;SPC AR N     -   101,390.      292,020.      MT  (+/- 180 meters Scaled)
 FG1078
 FG1078                          SUPERSEDED SURVEY CONTROL
 FG1078
 FG1078.No superseded survey control is available for this station.
 FG1078
 FG1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU830998(NAD 83)
 FG1078_MARKER: DB = BENCH MARK DISK
 FG1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1078_STAMPING: G 253 RESET 1961
 FG1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1078+STABILITY: SURFACE MOTION
 FG1078
 FG1078  HISTORY     - Date     Condition        Report By
 FG1078  HISTORY     - 1961     MONUMENTED       CGS
 FG1078
 FG1078                          STATION DESCRIPTION
 FG1078
 FG1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FG1078'1.8 MI NW FROM DARDANELLE.
 FG1078'THIS MARK IS LOCATED 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM
 FG1078'THE HIGH SCHOOL AT DARDANELLE, NEAR A LARGE DOUBLE CONCRETE BOX
 FG1078'CULVERT, AT PROPERTY OWNED BY MR. VAN NOVY, 60 FEET NORTH OF THE
 FG1078'CENTERLINE OF THE HIGHWAY, 248 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FG1078'OF THE NOVY HOUSE, 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FG1078'CULVERT, 3 FEET WEST OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS
 FG1078'POST, 1 FOOT SOUTH OF A FENCE LINE AND 24 FEET WEST OF THE CENTER OF A
 FG1078'NORTH-SOUTH DRAINAGE DITCH, AND SET IN THE TOP OF AN 8-INCH SQUARE
 FG1078'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1114 ***********************************************************************
 FG1114  DESIGNATION -  G 254
 FG1114  PID         -  FG1114
 FG1114  STATE/COUNTY-  AR/LOGAN
 FG1114  USGS QUAD   -  CLARKSVILLE (1993)
 FG1114
 FG1114                         *CURRENT SURVEY CONTROL
 FG1114  ___________________________________________________________________
 FG1114* NAD 83(1986)-  35 22 35.     (N)    093 28 17.     (W)     SCALED    
 FG1114* NAVD 88     -       132.430  (meters)     434.48   (feet)  ADJUSTED  
 FG1114  ___________________________________________________________________
 FG1114  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FG1114  DYNAMIC HT  -         132.307 (meters)     434.08  (feet)  COMP
 FG1114  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 FG1114
 FG1114  VERT ORDER  -  SECOND    CLASS 0
 FG1114
 FG1114.The horizontal coordinates were scaled from a topographic map and have
 FG1114.an estimated accuracy of +/- 6 seconds.
 FG1114
 FG1114.The orthometric height was determined by differential leveling
 FG1114.and adjusted by the National Geodetic Survey in June 1991..
 FG1114
 FG1114.The geoid height was determined by GEOID03.
 FG1114
 FG1114.The dynamic height is computed by dividing the NAVD 88
 FG1114.geopotential number by the normal gravity value computed on the
 FG1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1114.degrees latitude (g = 980.6199 gals.).
 FG1114
 FG1114.The modeled gravity was interpolated from observed gravity values.
 FG1114
 FG1114;                    North         East    Units  Estimated Accuracy
 FG1114;SPC AR N     -   116,720.      266,310.      MT  (+/- 180 meters Scaled)
 FG1114
 FG1114                          SUPERSEDED SURVEY CONTROL
 FG1114
 FG1114  NGVD 29 (??/??/92)  132.401  (m)          434.39   (f) ADJ UNCH    2 0
 FG1114
 FG1114.Superseded values are not recommended for survey control.
 FG1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1114.See file dsdata.txt to determine how the superseded data were derived.
 FG1114
 FG1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV571148(NAD 83)
 FG1114_MARKER: DB = BENCH MARK DISK
 FG1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1114_STAMPING: G 254 1940
 FG1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1114+STABILITY: SURFACE MOTION
 FG1114
 FG1114  HISTORY     - Date     Condition        Report By
 FG1114  HISTORY     - 1940     MONUMENTED       CGS
 FG1114  HISTORY     - 1959     GOOD             NGS
 FG1114  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1114
 FG1114                          STATION DESCRIPTION
 FG1114
 FG1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1114'1.0 MI N FROM DOUBLIN.
 FG1114'1.0 MILE NORTH ALONG A GRAVEL ROAD FROM DOUBLIN, AT THE INTERSECTION
 FG1114'OF SECTION-LINE ROADS, 90 FEET WEST ACROSS THE NORTH-AND-SOUTH ROAD
 FG1114'FROM A LARGE BRICK CHURCH ON TOP OF A HILL, 32 FEET NORTHWEST OF THE
 FG1114'CENTER OF THE ROAD INTERSECTION, 14 FEET WEST OF THE CENTERLINE OF THE
 FG1114'NORTH-AND-SOUTH ROAD, 2 FEET NORTHWEST (INSIDE) OF A FENCE CORNER, 1
 FG1114'FOOT WEST OF THE NORTH-AND-SOUTH FENCE, 1 FOOT NORTH OF THE
 FG1114'EAST-AND-WEST FENCE, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 FG1114
 FG1114                          STATION RECOVERY (1984)
 FG1114
 FG1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1237 ***********************************************************************
 FG1237  DESIGNATION -  G 255
 FG1237  PID         -  FG1237
 FG1237  STATE/COUNTY-  AR/LOGAN
 FG1237  USGS QUAD   -  OZARK (1993)
 FG1237
 FG1237                         *CURRENT SURVEY CONTROL
 FG1237  ___________________________________________________________________
 FG1237* NAD 83(1986)-  35 22 57.     (N)    093 46 32.     (W)     SCALED    
 FG1237* NAVD 88     -       117.013  (meters)     383.90   (feet)  ADJUSTED  
 FG1237  ___________________________________________________________________
 FG1237  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FG1237  DYNAMIC HT  -         116.903 (meters)     383.54  (feet)  COMP
 FG1237  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FG1237
 FG1237  VERT ORDER  -  SECOND    CLASS 0
 FG1237
 FG1237.The horizontal coordinates were scaled from a topographic map and have
 FG1237.an estimated accuracy of +/- 6 seconds.
 FG1237
 FG1237.The orthometric height was determined by differential leveling
 FG1237.and adjusted by the National Geodetic Survey in June 1991..
 FG1237
 FG1237.The geoid height was determined by GEOID03.
 FG1237
 FG1237.The dynamic height is computed by dividing the NAVD 88
 FG1237.geopotential number by the normal gravity value computed on the
 FG1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1237.degrees latitude (g = 980.6199 gals.).
 FG1237
 FG1237.The modeled gravity was interpolated from observed gravity values.
 FG1237
 FG1237;                    North         East    Units  Estimated Accuracy
 FG1237;SPC AR N     -   117,850.      238,690.      MT  (+/- 180 meters Scaled)
 FG1237
 FG1237                          SUPERSEDED SURVEY CONTROL
 FG1237
 FG1237  NGVD 29 (??/??/92)  116.965  (m)          383.74   (f) ADJ UNCH    2 0
 FG1237
 FG1237.Superseded values are not recommended for survey control.
 FG1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1237.See file dsdata.txt to determine how the superseded data were derived.
 FG1237
 FG1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV295157(NAD 83)
 FG1237_MARKER: DB = BENCH MARK DISK
 FG1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1237_STAMPING: G 255 1940
 FG1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1237+STABILITY: SURFACE MOTION
 FG1237
 FG1237  HISTORY     - Date     Condition        Report By
 FG1237  HISTORY     - 1940     MONUMENTED       CGS
 FG1237  HISTORY     - 1959     GOOD             NGS
 FG1237  HISTORY     - 1963     GOOD             USGS
 FG1237  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1237
 FG1237                          STATION DESCRIPTION
 FG1237
 FG1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1237'IN ROSEVILLE.
 FG1237'THE MARK WAS RECOVERED NEAR THE WEST SIDE OF A SMALL GARDEN AND ABOUT
 FG1237'15 FEET SOUTH OF A POWER LINE POLE.  THIS IS ABOUT 45 YARDS SOUTH OF
 FG1237'THE ROCK-WALLED STORE WHICH IS STILL STANDING BUT NO LONGER IN USE. AT
 FG1237'ROSEVILLE, ON A GRAVEL ROAD, 45 YARDS SOUTH OF THE SOUTH CORNER OF THE
 FG1237'GENERAL STORE (A ROCK-WALLED BUILDING), AT A ROAD INTERSECTION, 53
 FG1237'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 32.5 FEET
 FG1237'NORTH-NORTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD, 20.5 FEET
 FG1237'EAST-SOUTHEAST OF A FENCE CORNER, 2.5 FEET SOUTH-SOUTHWEST OF THE
 FG1237'FENCE, AND 3.4 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.
 FG1237'NOTE-GRAVEL ROAD IS ARK 309.  36 FEET EAST OF C/L STREET, 8 FT N OF N
 FG1237'ROW FENCE, 26 FT E OF E ROW FENCE, IN GARDEN, PROJECTS 10 INCHES, 28
 FG1237'YARDS SE OF POWER POLE.
 FG1237
 FG1237                          STATION RECOVERY (1963)
 FG1237
 FG1237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1237'RECOVERED IN GOOD CONDITION.
 FG1237
 FG1237                          STATION RECOVERY (1984)
 FG1237
 FG1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1238 ***********************************************************************
 FG1238  DESIGNATION -  G 255 RESET
 FG1238  PID         -  FG1238
 FG1238  STATE/COUNTY-  AR/LOGAN
 FG1238  USGS QUAD   -  OZARK (1993)
 FG1238
 FG1238                         *CURRENT SURVEY CONTROL
 FG1238  ___________________________________________________________________
 FG1238* NAD 83(1986)-  35 22 57.     (N)    093 46 32.     (W)     SCALED    
 FG1238* NAVD 88     -       116.80   (meters)     383.2    (feet)  RESET     
 FG1238  ___________________________________________________________________
 FG1238  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FG1238
 FG1238  VERT ORDER  -  THIRD
 FG1238
 FG1238.The horizontal coordinates were scaled from a topographic map and have
 FG1238.an estimated accuracy of +/- 6 seconds.
 FG1238
 FG1238.The orthometric height was computed from unverified reset data.
 FG1238
 FG1238.The geoid height was determined by GEOID03.
 FG1238
 FG1238;                    North         East    Units  Estimated Accuracy
 FG1238;SPC AR N     -   117,850.      238,690.      MT  (+/- 180 meters Scaled)
 FG1238
 FG1238                          SUPERSEDED SURVEY CONTROL
 FG1238
 FG1238.No superseded survey control is available for this station.
 FG1238
 FG1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV295157(NAD 83)
 FG1238_MARKER: DB = BENCH MARK DISK
 FG1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1238_STAMPING: G 255 RESET 1964
 FG1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1238+STABILITY: SURFACE MOTION
 FG1238
 FG1238  HISTORY     - Date     Condition        Report By
 FG1238  HISTORY     - 1964     MONUMENTED       CGS
 FG1238  HISTORY     - 1984     GOOD             NGS
 FG1238
 FG1238                          STATION DESCRIPTION
 FG1238
 FG1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FG1238'9.95 MI SE FROM OZARK.
 FG1238'ABOUT 8.55 MILES SOUTHEAST ALONG STATE HIGHWAY 309 FROM ITS JUNCTION
 FG1238'WITH STATE HIGHWAY 23 WHICH IS 1.4 MILES SOUTH OF OZARK, AT THE SMALL
 FG1238'SETTLEMENT OF ROSEVILLE, ABOUT 43 YARDS SOUTHWEST OF THE SOUTHWEST
 FG1238'CORNER OF AN ABANDONED ROCK STORE BUILDING, ABOUT 42 FEET NORTHEAST OF
 FG1238'THE CENTERLINE OF THE HIGHWAY, ABOUT 14 FEET SOUTHEAST OF THE
 FG1238'CENTERLINE OF A DRIVEWAY, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 FG1238'1 FOOT NORTHWEST OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE
 FG1238'POST PROJECTING ABOUT 3 INCHES.
 FG1238
 FG1238                          STATION RECOVERY (1984)
 FG1238
 FG1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1238'A CONCRETE POST LOCATED AT THE JUNCTION OF STATE HIHGWAYS 309 AND
 FG1238'288.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1143 ***********************************************************************
 DL1143  DESIGNATION -  G 258
 DL1143  PID         -  DL1143
 DL1143  STATE/COUNTY-  AR/MILLER
 DL1143  USGS QUAD   -  GARLAND (1975)
 DL1143
 DL1143                         *CURRENT SURVEY CONTROL
 DL1143  ___________________________________________________________________
 DL1143* NAD 83(1986)-  33 17 41.     (N)    093 41 47.     (W)     SCALED    
 DL1143* NAVD 88     -        68.038  (meters)     223.22   (feet)  ADJUSTED  
 DL1143  ___________________________________________________________________
 DL1143  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DL1143  DYNAMIC HT  -          67.965 (meters)     222.98  (feet)  COMP
 DL1143  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 DL1143
 DL1143  VERT ORDER  -  FIRST     CLASS I
 DL1143
 DL1143.The horizontal coordinates were scaled from a topographic map and have
 DL1143.an estimated accuracy of +/- 6 seconds.
 DL1143
 DL1143.The orthometric height was determined by differential leveling
 DL1143.and adjusted by the National Geodetic Survey in June 1991..
 DL1143
 DL1143.The geoid height was determined by GEOID03.
 DL1143
 DL1143.The dynamic height is computed by dividing the NAVD 88
 DL1143.geopotential number by the normal gravity value computed on the
 DL1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1143.degrees latitude (g = 980.6199 gals.).
 DL1143
 DL1143.The modeled gravity was interpolated from observed gravity values.
 DL1143
 DL1143;                    North         East    Units  Estimated Accuracy
 DL1143;SPC AR S     -   470,970.      242,000.      MT  (+/- 180 meters Scaled)
 DL1143
 DL1143                          SUPERSEDED SURVEY CONTROL
 DL1143
 DL1143  NGVD 29 (??/??/??)   68.067  (m)          223.32   (f) ADJUSTED    1 1
 DL1143
 DL1143.Superseded values are not recommended for survey control.
 DL1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1143.See file dsdata.txt to determine how the superseded data were derived.
 DL1143
 DL1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS351841(NAD 83)
 DL1143_MARKER: DB = BENCH MARK DISK
 DL1143_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1143+WITH SETTING: INTO GROUND
 DL1143_SP_SET: METAL ROD WITH BASE PLATE
 DL1143_STAMPING: G 258 1977
 DL1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1143+STABILITY: SURFACE MOTION
 DL1143
 DL1143  HISTORY     - Date     Condition        Report By
 DL1143  HISTORY     - 1977     MONUMENTED       NGS
 DL1143
 DL1143                          STATION DESCRIPTION
 DL1143
 DL1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1143'6.2 MI SE FROM GARLAND.
 DL1143'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1143'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1143'GRAVEL ROAD PARALLELING LEVEE, THENCE 0.8 MILE SOUTHEAST ALONG
 DL1143'TOP OF LEVEE, 75 FEET WEST OF THE CENTER OF TOP OF LEVEE, 9 FEET
 DL1143'NORTHWEST OF A LARGE TRIANGLE BLAZED TREE AT THE EAST END OF A
 DL1143'TREE ROW LEADING ACROSS FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1116 ***********************************************************************
 DL1116  DESIGNATION -  G 259
 DL1116  PID         -  DL1116
 DL1116  STATE/COUNTY-  AR/MILLER
 DL1116  USGS QUAD   -  DODDRIDGE NW (1975)
 DL1116
 DL1116                         *CURRENT SURVEY CONTROL
 DL1116  ___________________________________________________________________
 DL1116* NAD 83(1986)-  33 09 13.     (N)    093 53 26.     (W)     SCALED    
 DL1116* NAVD 88     -        68.392  (meters)     224.38   (feet)  ADJUSTED  
 DL1116  ___________________________________________________________________
 DL1116  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DL1116  DYNAMIC HT  -          68.318 (meters)     224.14  (feet)  COMP
 DL1116  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 DL1116
 DL1116  VERT ORDER  -  FIRST     CLASS I
 DL1116
 DL1116.The horizontal coordinates were scaled from a topographic map and have
 DL1116.an estimated accuracy of +/- 6 seconds.
 DL1116
 DL1116.The orthometric height was determined by differential leveling
 DL1116.and adjusted by the National Geodetic Survey in June 1991..
 DL1116
 DL1116.The geoid height was determined by GEOID03.
 DL1116
 DL1116.The dynamic height is computed by dividing the NAVD 88
 DL1116.geopotential number by the normal gravity value computed on the
 DL1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1116.degrees latitude (g = 980.6199 gals.).
 DL1116
 DL1116.The modeled gravity was interpolated from observed gravity values.
 DL1116
 DL1116;                    North         East    Units  Estimated Accuracy
 DL1116;SPC AR S     -   455,640.      223,630.      MT  (+/- 180 meters Scaled)
 DL1116
 DL1116                          SUPERSEDED SURVEY CONTROL
 DL1116
 DL1116  NGVD 29 (??/??/??)   68.423  (m)          224.48   (f) ADJUSTED    1 1
 DL1116
 DL1116.Superseded values are not recommended for survey control.
 DL1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1116.See file dsdata.txt to determine how the superseded data were derived.
 DL1116
 DL1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS169686(NAD 83)
 DL1116_MARKER: DB = BENCH MARK DISK
 DL1116_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1116+WITH SETTING: INTO GROUND
 DL1116_SP_SET: METAL ROD WITH BASE PLATE
 DL1116_STAMPING: G 259 1977
 DL1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1116+STABILITY: SURFACE MOTION
 DL1116
 DL1116  HISTORY     - Date     Condition        Report By
 DL1116  HISTORY     - 1977     MONUMENTED       NGS
 DL1116
 DL1116                          STATION DESCRIPTION
 DL1116
 DL1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1116'4.4 MI NORTH FROM DODDRIDGE.
 DL1116'4.4 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1116'STATE HIGHWAY 160 AT DODDRIDGE, 77 FEET SOUTHEAST OF THE CENTER
 DL1116'LINE OF HIGHWAY, 20 FEET NORTHEAST OF CENTER OF GRAVEL ROAD EAST,
 DL1116'8 FEET SOUTHEAST OF A FENCE CORNER, AND ABOUT 0.3 MILE NORTH
 DL1116'OF THE NORTH END OF BRIDGE OVER SULPHUR RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0291 ***********************************************************************
 GE0291  DESIGNATION -  G 26
 GE0291  PID         -  GE0291
 GE0291  STATE/COUNTY-  AR/RANDOLPH
 GE0291  USGS QUAD   -  MANSON (1965)
 GE0291
 GE0291                         *CURRENT SURVEY CONTROL
 GE0291  ___________________________________________________________________
 GE0291* NAD 83(1986)-  36 07 33.     (N)    090 57 57.     (W)     SCALED    
 GE0291* NAVD 88     -        82.650  (meters)     271.16   (feet)  ADJUSTED  
 GE0291  ___________________________________________________________________
 GE0291  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GE0291  DYNAMIC HT  -          82.583 (meters)     270.94  (feet)  COMP
 GE0291  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 GE0291
 GE0291  VERT ORDER  -  FIRST     CLASS II
 GE0291
 GE0291.The horizontal coordinates were scaled from a topographic map and have
 GE0291.an estimated accuracy of +/- 6 seconds.
 GE0291
 GE0291.The orthometric height was determined by differential leveling
 GE0291.and adjusted by the National Geodetic Survey in June 1991..
 GE0291
 GE0291.The geoid height was determined by GEOID03.
 GE0291
 GE0291.The dynamic height is computed by dividing the NAVD 88
 GE0291.geopotential number by the normal gravity value computed on the
 GE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0291.degrees latitude (g = 980.6199 gals.).
 GE0291
 GE0291.The modeled gravity was interpolated from observed gravity values.
 GE0291
 GE0291;                    North         East    Units  Estimated Accuracy
 GE0291;SPC AR N     -   199,360.      493,090.      MT  (+/- 180 meters Scaled)
 GE0291
 GE0291                          SUPERSEDED SURVEY CONTROL
 GE0291
 GE0291  NGVD 29 (??/??/92)   82.571  (m)          270.90   (f) ADJ UNCH    1 2
 GE0291
 GE0291.Superseded values are not recommended for survey control.
 GE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0291.See file dsdata.txt to determine how the superseded data were derived.
 GE0291
 GE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV830998(NAD 83)
 GE0291_MARKER: DB = BENCH MARK DISK
 GE0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0291_STAMPING: 270.905 G 26 1932
 GE0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0291+STABILITY: SURFACE MOTION
 GE0291
 GE0291  HISTORY     - Date     Condition        Report By
 GE0291  HISTORY     - 1932     MONUMENTED       CGS
 GE0291  HISTORY     - 1934     GOOD             NGS
 GE0291  HISTORY     - 20020913 MARK NOT FOUND   USACE
 GE0291
 GE0291                          STATION DESCRIPTION
 GE0291
 GE0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0291'4 MI N FROM WALNUT RIDGE.
 GE0291'IN RANDOLPH COUNTY, 4.0 MILES NORTH ALONG THE ST. LOUIS-SAN
 GE0291'FRANCISCO RAILWAY FROM WALNUT RIDGE, LAWRENCE COUNTY, 0.2 MILE
 GE0291'NORTH OF MILEPOST 255, ONE RAIL NORTH OF A ROAD CROSSING, 40 FEET
 GE0291'WEST OF THE TRACK, 12 FEET EAST OF A DIRT ROAD, AND AT THE
 GE0291'SOUTHWEST CORNER OF A FENCED AREA.  A STANDARD DISK, STAMPED
 GE0291'270.905 G 26 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0291
 GE0291                          STATION RECOVERY (2002)
 GE0291
 GE0291'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0291'RR NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1172 ***********************************************************************
 DL1172  DESIGNATION -  G 260
 DL1172  PID         -  DL1172
 DL1172  STATE/COUNTY-  AR/MILLER
 DL1172  USGS QUAD   -  FULTON (1975)
 DL1172
 DL1172                         *CURRENT SURVEY CONTROL
 DL1172  ___________________________________________________________________
 DL1172* NAD 83(1986)-  33 34 23.     (N)    093 50 15.     (W)     SCALED    
 DL1172* NAVD 88     -        76.183  (meters)     249.94   (feet)  ADJUSTED  
 DL1172  ___________________________________________________________________
 DL1172  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DL1172  DYNAMIC HT  -          76.103 (meters)     249.68  (feet)  COMP
 DL1172  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 DL1172
 DL1172  VERT ORDER  -  FIRST     CLASS I
 DL1172
 DL1172.The horizontal coordinates were scaled from a topographic map and have
 DL1172.an estimated accuracy of +/- 6 seconds.
 DL1172
 DL1172.The orthometric height was determined by differential leveling
 DL1172.and adjusted by the National Geodetic Survey in June 1991..
 DL1172
 DL1172.The geoid height was determined by GEOID03.
 DL1172
 DL1172.The dynamic height is computed by dividing the NAVD 88
 DL1172.geopotential number by the normal gravity value computed on the
 DL1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1172.degrees latitude (g = 980.6199 gals.).
 DL1172
 DL1172.The modeled gravity was interpolated from observed gravity values.
 DL1172
 DL1172;                    North         East    Units  Estimated Accuracy
 DL1172;SPC AR S     -   502,060.      229,420.      MT  (+/- 180 meters Scaled)
 DL1172
 DL1172                          SUPERSEDED SURVEY CONTROL
 DL1172
 DL1172  NGVD 29 (??/??/??)   76.197  (m)          249.99   (f) ADJUSTED    1 1
 DL1172
 DL1172.Superseded values are not recommended for survey control.
 DL1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1172.See file dsdata.txt to determine how the superseded data were derived.
 DL1172
 DL1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT222151(NAD 83)
 DL1172_MARKER: DB = BENCH MARK DISK
 DL1172_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1172_SP_SET: COPPER-CLAD STEEL ROD
 DL1172_STAMPING: G 260 1977
 DL1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1172
 DL1172  HISTORY     - Date     Condition        Report By
 DL1172  HISTORY     - 1977     MONUMENTED       NGS
 DL1172
 DL1172                          STATION DESCRIPTION
 DL1172
 DL1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1172'3.1 MI SE FROM FULTON.
 DL1172'1.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END
 DL1172'OF THE BRIDGE OVER THE RED RIVER, THENCE 1.3 MILE SOUTHEAST ALONG
 DL1172'LEVEE, 105 FEET SOUTHWEST OF CENTER OF A GATE ON TOP OF LEVEE, 22
 DL1172'FEET SOUTH OF CENTER OF A GATE AT TOE OF LEVEE, 5 FEET EAST OF
 DL1172'FENCE CORNER BY GATE, AND 2 FEET NORTH OF A WOOD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1190 ***********************************************************************
 DL1190  DESIGNATION -  G 261
 DL1190  PID         -  DL1190
 DL1190  STATE/COUNTY-  AR/MILLER
 DL1190  USGS QUAD   -  HOMAN (1975)
 DL1190
 DL1190                         *CURRENT SURVEY CONTROL
 DL1190  ___________________________________________________________________
 DL1190* NAD 83(1986)-  33 31 23.     (N)    093 57 22.     (W)     SCALED    
 DL1190* NAVD 88     -        80.848  (meters)     265.25   (feet)  ADJUSTED  
 DL1190  ___________________________________________________________________
 DL1190  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL1190  DYNAMIC HT  -          80.762 (meters)     264.97  (feet)  COMP
 DL1190  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 DL1190
 DL1190  VERT ORDER  -  FIRST     CLASS I
 DL1190
 DL1190.The horizontal coordinates were scaled from a topographic map and have
 DL1190.an estimated accuracy of +/- 6 seconds.
 DL1190
 DL1190.The orthometric height was determined by differential leveling
 DL1190.and adjusted by the National Geodetic Survey in June 1991..
 DL1190
 DL1190.The geoid height was determined by GEOID03.
 DL1190
 DL1190.The dynamic height is computed by dividing the NAVD 88
 DL1190.geopotential number by the normal gravity value computed on the
 DL1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1190.degrees latitude (g = 980.6199 gals.).
 DL1190
 DL1190.The modeled gravity was interpolated from observed gravity values.
 DL1190
 DL1190;                    North         East    Units  Estimated Accuracy
 DL1190;SPC AR S     -   496,720.      218,300.      MT  (+/- 180 meters Scaled)
 DL1190
 DL1190                          SUPERSEDED SURVEY CONTROL
 DL1190
 DL1190  NGVD 29 (??/??/??)   80.862  (m)          265.29   (f) ADJUSTED    1 1
 DL1190
 DL1190.Superseded values are not recommended for survey control.
 DL1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1190.See file dsdata.txt to determine how the superseded data were derived.
 DL1190
 DL1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT112096(NAD 83)
 DL1190_MARKER: DB = BENCH MARK DISK
 DL1190_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1190_SP_SET: COPPER-CLAD STEEL ROD
 DL1190_STAMPING: G 261 1977
 DL1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1190
 DL1190  HISTORY     - Date     Condition        Report By
 DL1190  HISTORY     - 1977     MONUMENTED       NGS
 DL1190
 DL1190                          STATION DESCRIPTION
 DL1190
 DL1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1190'3.5 MI NW FROM MANDEVILLE.
 DL1190'FROM THE JUNCTION OF U.S. HIGHWAY 67 AND COUNTY ROAD 108, WHICH
 DL1190'IS 1.9 MILES NORTHEAST OF MANDEVILLE, GO 1.6 MILES NORTHEAST
 DL1190'ON COUNTY ROAD 108, SET IN THE LAWN OF THE PROPERTY OF CLARANCE
 DL1190'HICKEY, NEAR THE HOUSE, 39 FEET NORTHEAST OF THE NORTHEAST
 DL1190'CORNER OF HOUSE, 22 FEET SOUTH OF A FENCE CORNER, 50 FEET SOUTH
 DL1190'OF THE CENTER OF THE GRAVEL ROAD, AND 2 FEET EAST OF A NORTH-
 DL1190'SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0091 ***********************************************************************
 GG0091  DESIGNATION -  G 27 RESET
 GG0091  PID         -  GG0091
 GG0091  STATE/COUNTY-  AR/WASHINGTON
 GG0091  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0091
 GG0091                         *CURRENT SURVEY CONTROL
 GG0091  ___________________________________________________________________
 GG0091* NAD 83(1986)-  36 03 46.     (N)    094 10 03.     (W)     SCALED    
 GG0091* NAVD 88     -       400.38   (meters)    1313.6    (feet)  RESET     
 GG0091  ___________________________________________________________________
 GG0091  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0091
 GG0091  VERT ORDER  -  THIRD
 GG0091
 GG0091.The horizontal coordinates were scaled from a topographic map and have
 GG0091.an estimated accuracy of +/- 6 seconds.
 GG0091
 GG0091.The orthometric height was computed from unverified reset data.
 GG0091
 GG0091.The geoid height was determined by GEOID03.
 GG0091
 GG0091;                    North         East    Units  Estimated Accuracy
 GG0091;SPC AR N     -   194,020.      204,750.      MT  (+/- 180 meters Scaled)
 GG0091
 GG0091                          SUPERSEDED SURVEY CONTROL
 GG0091
 GG0091.No superseded survey control is available for this station.
 GG0091
 GG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV948915(NAD 83)
 GG0091_MARKER: DB = BENCH MARK DISK
 GG0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0091_SP_SET: PIER
 GG0091_STAMPING: G 27 RESET 1949
 GG0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0091+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GG0091
 GG0091  HISTORY     - Date     Condition        Report By
 GG0091  HISTORY     - 1949     MONUMENTED       ARHD
 GG0091  HISTORY     - 1960     GOOD             NGS
 GG0091  HISTORY     - 1988     GOOD             USPSQD
 GG0091  HISTORY     - 19881020 GOOD             USPSQD
 GG0091  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0091  HISTORY     - 20050415 GOOD             GEOCAC
 GG0091
 GG0091                          STATION DESCRIPTION
 GG0091
 GG0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0091'0.2 MI S FROM FAYETTEVILLE.
 GG0091'1/4 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0091'THE STATION AT FAYETTEVILLE, WASHINGTON COUNTY, AT BRIDGE 352.8,
 GG0091'OVER CENTER STREET, AT THE CENTERLINE OF THE NORTH CONCRETE
 GG0091'PIER, AND 2.3 FEET WEST OF THE EAST END.  A STANDARD DISK,
 GG0091'STAMPED G 27 RESET 1949.
 GG0091
 GG0091                          STATION RECOVERY (1988)
 GG0091
 GG0091'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GG0091'RECOVERED IN GOOD CONDITION.
 GG0091
 GG0091                          STATION RECOVERY (1988)
 GG0091
 GG0091'RECOVERY NOTE BY US POWER SQUADRON 1988 (DG)
 GG0091'RECOVERED IN GOOD CONDITION.
 GG0091
 GG0091                          STATION RECOVERY (1989)
 GG0091
 GG0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0091'THE MARK MAY STILL BE IN PLACE UNDER A WOODEN BEAM.
 GG0091
 GG0091                          STATION RECOVERY (2005)
 GG0091
 GG0091'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0091'MARK IS IN PLACE BUT IS LOCATED ON THE CONCRETE PIER NOT ON THE WOODEN
 GG0091'PART OF THE BRIDGE.  IT IS LOCATED IN EAST END OF THE TOP OF THE NORTH
 GG0091'PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0047 ***********************************************************************
 FH0047  DESIGNATION -  G 28
 FH0047  PID         -  FH0047
 FH0047  STATE/COUNTY-  AR/CRAWFORD
 FH0047  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0047
 FH0047                         *CURRENT SURVEY CONTROL
 FH0047  ___________________________________________________________________
 FH0047* NAD 83(1986)-  35 34 13.     (N)    094 13 39.     (W)     SCALED    
 FH0047* NAVD 88     -       189.830  (meters)     622.80   (feet)  ADJUSTED  
 FH0047  ___________________________________________________________________
 FH0047  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FH0047  DYNAMIC HT  -         189.653 (meters)     622.22  (feet)  COMP
 FH0047  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FH0047
 FH0047  VERT ORDER  -  FIRST     CLASS II
 FH0047
 FH0047.The horizontal coordinates were scaled from a topographic map and have
 FH0047.an estimated accuracy of +/- 6 seconds.
 FH0047
 FH0047.The orthometric height was determined by differential leveling
 FH0047.and adjusted by the National Geodetic Survey in June 1991..
 FH0047
 FH0047.The geoid height was determined by GEOID03.
 FH0047
 FH0047.The dynamic height is computed by dividing the NAVD 88
 FH0047.geopotential number by the normal gravity value computed on the
 FH0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0047.degrees latitude (g = 980.6199 gals.).
 FH0047
 FH0047.The modeled gravity was interpolated from observed gravity values.
 FH0047
 FH0047;                    North         East    Units  Estimated Accuracy
 FH0047;SPC AR N     -   139,510.      198,110.      MT  (+/- 180 meters Scaled)
 FH0047
 FH0047                          SUPERSEDED SURVEY CONTROL
 FH0047
 FH0047  NGVD 29 (??/??/92)  189.721  (m)          622.44   (f) ADJ UNCH    1 2
 FH0047
 FH0047.Superseded values are not recommended for survey control.
 FH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0047.See file dsdata.txt to determine how the superseded data were derived.
 FH0047
 FH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV887369(NAD 83)
 FH0047_MARKER: DB = BENCH MARK DISK
 FH0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0047_STAMPING: 622.443 G 28 1932
 FH0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0047+STABILITY: SURFACE MOTION
 FH0047
 FH0047  HISTORY     - Date     Condition        Report By
 FH0047  HISTORY     - 1932     MONUMENTED       CGS
 FH0047  HISTORY     - 1959     GOOD             NGS
 FH0047  HISTORY     - 19891109 MARK NOT FOUND   NGS
 FH0047
 FH0047                          STATION DESCRIPTION
 FH0047
 FH0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0047'AT LANCASTER.
 FH0047'AT LANCASTER, CRAWFORD COUNTY, 62.7 FEET NORTHWEST OF THE
 FH0047'NORTHWEST CORNER OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION,
 FH0047'31.3 FEET SOUTH OF POLE 395+33, 37.2 FEET WEST OF THE CENTERLINE
 FH0047'OF THE MAIN TRACK, AND IN A POLE AND TIE STORAGE YARD.  A
 FH0047'STANDARD DISK, STAMPED 622.443 G 28 1932 AND SET IN THE TOP
 FH0047'OF A CONCRETE POST.  NOTE-- THE RAILROAD STATION HAS BEEN
 FH0047'REMOVED.  THE MARK IS ABOUT MIDWAY BETWEEN A ROAD CROSSING
 FH0047'AND THE FIRST POLE TO THE NORTH.
 FH0047
 FH0047                          STATION RECOVERY (1989)
 FH0047
 FH0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1610 ***********************************************************************
 EJ1610  DESIGNATION -  G 287
 EJ1610  PID         -  EJ1610
 EJ1610  STATE/COUNTY-  AR/PULASKI
 EJ1610  USGS QUAD   -  SWEET HOME (1986)
 EJ1610
 EJ1610                         *CURRENT SURVEY CONTROL
 EJ1610  ___________________________________________________________________
 EJ1610* NAD 83(1986)-  34 41 24.     (N)    092 14 32.     (W)     SCALED    
 EJ1610* NAVD 88     -        88.674  (meters)     290.92   (feet)  ADJUSTED  
 EJ1610  ___________________________________________________________________
 EJ1610  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EJ1610  DYNAMIC HT  -          88.591 (meters)     290.65  (feet)  COMP
 EJ1610  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 EJ1610
 EJ1610  VERT ORDER  -  FIRST     CLASS II
 EJ1610
 EJ1610.The horizontal coordinates were scaled from a topographic map and have
 EJ1610.an estimated accuracy of +/- 6 seconds.
 EJ1610
 EJ1610.The orthometric height was determined by differential leveling
 EJ1610.and adjusted by the National Geodetic Survey in June 1991..
 EJ1610
 EJ1610.The geoid height was determined by GEOID03.
 EJ1610
 EJ1610.The dynamic height is computed by dividing the NAVD 88
 EJ1610.geopotential number by the normal gravity value computed on the
 EJ1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1610.degrees latitude (g = 980.6199 gals.).
 EJ1610
 EJ1610.The modeled gravity was interpolated from observed gravity values.
 EJ1610
 EJ1610;                    North         East    Units  Estimated Accuracy
 EJ1610;SPC AR S     -   624,450.      377,810.      MT  (+/- 180 meters Scaled)
 EJ1610
 EJ1610                          SUPERSEDED SURVEY CONTROL
 EJ1610
 EJ1610.No superseded survey control is available for this station.
 EJ1610
 EJ1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU694389(NAD 83)
 EJ1610_MARKER: I = METAL ROD
 EJ1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1610_SP_SET: STAINLESS STEEL ROD
 EJ1610_STAMPING: G 287 1984
 EJ1610_MARK LOGO: NGS   
 EJ1610_PROJECTION: FLUSH
 EJ1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1610_ROD/PIPE-DEPTH: 3.04 meters
 EJ1610
 EJ1610  HISTORY     - Date     Condition        Report By
 EJ1610  HISTORY     - 1984     MONUMENTED       NGS
 EJ1610  HISTORY     - 1988     GOOD             USPSQD
 EJ1610  HISTORY     - 1989     GOOD             USPSQD
 EJ1610  HISTORY     - 1990     GOOD             USPSQD
 EJ1610  HISTORY     - 19920902 GOOD             USPSQD
 EJ1610
 EJ1610                          STATION DESCRIPTION
 EJ1610
 EJ1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1610'0.4 KM (0.25 MI) NORTH FROM SWEET HOME.
 EJ1610'0.4 KM (0.25 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1610'SWEET HOME, AT THE TOP OF A HILL AND THE SOUTH END OF A 1.21 METERS
 EJ1610'(4.0 FT) HIGH CHAIN LINK FENCE, 12.49 METERS (41.0 FT) EAST OF THE
 EJ1610'CENTER LINE OF THE HIGHWAY, 34.13 METERS (112.0 FT) NORTH OF A POWER
 EJ1610'LINE POLE WITH A SECURITY LIGHT, 20.11 METERS (66.0 FT) EAST AND
 EJ1610'ACROSS THE ROAD FROM POWER LINE POLE NUMBER 8949, 8.68 METERS
 EJ1610'(28.5 FT) NORTH OF THE WEST ONE OF THREE LARGE POLES SUPPORTING A SIGN
 EJ1610'BOARD, AND 0.30 METERS (1.0 FT) WEST OF THE CHAIN LINK FENCE.  NOTE,
 EJ1610'THE DATUM POINT IS STAMPED G 297.
 EJ1610'THE MARK IS 0.25 METERS  SW FROM A WITNESS POST.
 EJ1610'THE MARK IS 0.2 M BELOW HIGHWAY.
 EJ1610
 EJ1610                          STATION RECOVERY (1988)
 EJ1610
 EJ1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1610'RECOVERED IN GOOD CONDITION.
 EJ1610
 EJ1610                          STATION RECOVERY (1989)
 EJ1610
 EJ1610'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1610'RECOVERED IN GOOD CONDITION.
 EJ1610
 EJ1610                          STATION RECOVERY (1990)
 EJ1610
 EJ1610'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1610'RECOVERED IN GOOD CONDITION.
 EJ1610
 EJ1610                          STATION RECOVERY (1992)
 EJ1610
 EJ1610'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1642 ***********************************************************************
 EJ1642  DESIGNATION -  G 288
 EJ1642  PID         -  EJ1642
 EJ1642  STATE/COUNTY-  AR/JEFFERSON
 EJ1642  USGS QUAD   -  HARDIN (1984)
 EJ1642
 EJ1642                         *CURRENT SURVEY CONTROL
 EJ1642  ___________________________________________________________________
 EJ1642* NAD 83(1986)-  34 20 56.     (N)    092 08 39.     (W)     SCALED    
 EJ1642* NAVD 88     -       101.176  (meters)     331.94   (feet)  ADJUSTED  
 EJ1642  ___________________________________________________________________
 EJ1642  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1642  DYNAMIC HT  -         101.079 (meters)     331.62  (feet)  COMP
 EJ1642  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 EJ1642
 EJ1642  VERT ORDER  -  FIRST     CLASS II
 EJ1642
 EJ1642.The horizontal coordinates were scaled from a topographic map and have
 EJ1642.an estimated accuracy of +/- 6 seconds.
 EJ1642
 EJ1642.The orthometric height was determined by differential leveling
 EJ1642.and adjusted by the National Geodetic Survey in June 1991..
 EJ1642
 EJ1642.The geoid height was determined by GEOID03.
 EJ1642
 EJ1642.The dynamic height is computed by dividing the NAVD 88
 EJ1642.geopotential number by the normal gravity value computed on the
 EJ1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1642.degrees latitude (g = 980.6199 gals.).
 EJ1642
 EJ1642.The modeled gravity was interpolated from observed gravity values.
 EJ1642
 EJ1642;                    North         East    Units  Estimated Accuracy
 EJ1642;SPC AR S     -   586,590.      386,740.      MT  (+/- 180 meters Scaled)
 EJ1642
 EJ1642                          SUPERSEDED SURVEY CONTROL
 EJ1642
 EJ1642.No superseded survey control is available for this station.
 EJ1642
 EJ1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU787011(NAD 83)
 EJ1642_MARKER: I = METAL ROD
 EJ1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1642_SP_SET: STAINLESS STEEL ROD
 EJ1642_STAMPING: G 288 1984
 EJ1642_MARK LOGO: NGS   
 EJ1642_PROJECTION: FLUSH
 EJ1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1642_ROD/PIPE-DEPTH: 11.0 meters
 EJ1642
 EJ1642  HISTORY     - Date     Condition        Report By
 EJ1642  HISTORY     - 1984     MONUMENTED       NGS
 EJ1642  HISTORY     - 1988     GOOD             USPSQD
 EJ1642  HISTORY     - 1989     GOOD             USPSQD
 EJ1642  HISTORY     - 1990     GOOD             USPSQD
 EJ1642
 EJ1642                          STATION DESCRIPTION
 EJ1642
 EJ1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1642'4.4 KM (2.75 MI) SE FROM JEFFERSON.
 EJ1642'4.4 KM (2.75 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST
 EJ1642'OFFICE IN JEFFERSON, NEAR THE INTERSECTION OF A PAVED ROAD LEADING
 EJ1642'EAST (ROEMER ROAD), SET IN THE LAWN NEAR THE STAL MARKET WHICH IS
 EJ1642'OWNED AND OPERATED BY GEORGIA NICHOLON, 14.02 METERS (46.0 FT)
 EJ1642'SOUTH-SOUTHEAST OF EXTENDED CENTER OF ROEMER ROAD, 19.2 METERS
 EJ1642'(63.0 FT) SOUTH-SOUTHEAST OF THE CENTER ONE OF THREE ENTRANCES TO THE
 EJ1642'MARKET, 10.66 METERS (35.0 FT) SOUTHWEST OF THE CENTER LINE OF THE
 EJ1642'HIGHWAY, 5.18 METERS (17.0 FT) NORTHWEST OF THE EAST EDGE OF THE
 EJ1642'PARKING LOT, AND 0.6 METER (2.0 FT) NORTH-NORTHWEST OF A POWER LINE
 EJ1642'POLE WITH A SECURITY LIGHT.  NOTE THE ROD WAS DRIVEN UNTIL DRIVING
 EJ1642'RATE OF ONE FOOT PER MINUTE WAS REACHED.
 EJ1642'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 EJ1642'THE MARK IS 0.3 M BELOW HIGHWAY.
 EJ1642
 EJ1642                          STATION RECOVERY (1988)
 EJ1642
 EJ1642'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1642'RECOVERED IN GOOD CONDITION.
 EJ1642
 EJ1642                          STATION RECOVERY (1989)
 EJ1642
 EJ1642'RECOVERY NOTE BY US POWER SQUADRON 1989 (DAN)
 EJ1642'RECOVERED IN GOOD CONDITION.
 EJ1642
 EJ1642                          STATION RECOVERY (1990)
 EJ1642
 EJ1642'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2020 ***********************************************************************
 AB2020  DESIGNATION -  G 289 RESET
 AB2020  PID         -  AB2020
 AB2020  STATE/COUNTY-  AR/JEFFERSON
 AB2020  USGS QUAD   -  MOSCOW (1971)
 AB2020
 AB2020                         *CURRENT SURVEY CONTROL
 AB2020  ___________________________________________________________________
 AB2020* NAD 83(1986)-  34 10 05.     (N)    091 50 49.     (W)     SCALED    
 AB2020* NAVD 88     -        59.68   (meters)     195.8    (feet)  RESET     
 AB2020  ___________________________________________________________________
 AB2020  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AB2020
 AB2020  VERT ORDER  -  THIRD
 AB2020
 AB2020.The horizontal coordinates were scaled from a topographic map and have
 AB2020.an estimated accuracy of +/- 6 seconds.
 AB2020
 AB2020.The orthometric height was computed from unverified reset data.
 AB2020
 AB2020.The geoid height was determined by GEOID03.
 AB2020
 AB2020;                    North         East    Units  Estimated Accuracy
 AB2020;SPC AR S     -   566,530.      414,110.      MT  (+/- 180 meters Scaled)
 AB2020
 AB2020                          SUPERSEDED SURVEY CONTROL
 AB2020
 AB2020.No superseded survey control is available for this station.
 AB2020
 AB2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT062813(NAD 83)
 AB2020_MARKER: DD = SURVEY DISK
 AB2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2020_MARK LOGO: ARHD  
 AB2020_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2020+STABILITY: SURFACE MOTION
 AB2020
 AB2020  HISTORY     - Date     Condition        Report By
 AB2020  HISTORY     - 1996     MONUMENTED       ARHD
 AB2020
 AB2020                          STATION DESCRIPTION
 AB2020
 AB2020'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1996 (AF)
 AB2020'IN PINE BLUFF, 5.12 MILES (8.24 KM) SOUTH OF HIGHWAY 425 INTERSECTION
 AB2020'WITH HIGHWAY 81 AND US HIGHWAY 65.  56 FEET (17.1 M) RIGHT OF ORIGINAL
 AB2020'STATION ON NORTH SIDE OF US HIGHWAY 65, AND SET NEXT TO CORNER POST OF
 AB2020'CHAIN LINK FENCE. NOTE--NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0175 ***********************************************************************
 FH0175  DESIGNATION -  G 29
 FH0175  PID         -  FH0175
 FH0175  STATE/COUNTY-  AR/CRAWFORD
 FH0175  USGS QUAD   -  MULBERRY (1987)
 FH0175
 FH0175                         *CURRENT SURVEY CONTROL
 FH0175  ___________________________________________________________________
 FH0175* NAD 83(1986)-  35 29 42.     (N)    094 03 06.     (W)     SCALED    
 FH0175* NAVD 88     -       120.274  (meters)     394.60   (feet)  ADJUSTED  
 FH0175  ___________________________________________________________________
 FH0175  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FH0175  DYNAMIC HT  -         120.164 (meters)     394.24  (feet)  COMP
 FH0175  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 FH0175
 FH0175  VERT ORDER  -  FIRST     CLASS II
 FH0175
 FH0175.The horizontal coordinates were scaled from a topographic map and have
 FH0175.an estimated accuracy of +/- 6 seconds.
 FH0175
 FH0175.The orthometric height was determined by differential leveling
 FH0175.and adjusted by the National Geodetic Survey in June 1991..
 FH0175
 FH0175.The geoid height was determined by GEOID03.
 FH0175
 FH0175.The dynamic height is computed by dividing the NAVD 88
 FH0175.geopotential number by the normal gravity value computed on the
 FH0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0175.degrees latitude (g = 980.6199 gals.).
 FH0175
 FH0175.The modeled gravity was interpolated from observed gravity values.
 FH0175
 FH0175;                    North         East    Units  Estimated Accuracy
 FH0175;SPC AR N     -   130,820.      213,870.      MT  (+/- 180 meters Scaled)
 FH0175
 FH0175                          SUPERSEDED SURVEY CONTROL
 FH0175
 FH0175  NGVD 29 (??/??/92)  120.211  (m)          394.39   (f) ADJ UNCH    1 2
 FH0175
 FH0175.Superseded values are not recommended for survey control.
 FH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0175.See file dsdata.txt to determine how the superseded data were derived.
 FH0175
 FH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV046284(NAD 83)
 FH0175_MARKER: DB = BENCH MARK DISK
 FH0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0175_STAMPING: G-29 1935
 FH0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0175+STABILITY: SURFACE MOTION
 FH0175
 FH0175  HISTORY     - Date     Condition        Report By
 FH0175  HISTORY     - 1935     MONUMENTED       CGS
 FH0175  HISTORY     - 1967     GOOD             USGS
 FH0175
 FH0175                          STATION DESCRIPTION
 FH0175
 FH0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FH0175'AT MULBERRY.
 FH0175'AT MULBERRY, CRAWFORD COUNTY, ABOUT 200 FEET EAST OF THE MISSOURI
 FH0175'PACIFIC RAILROAD STATION, ABOUT 80 FEET WEST OF A SECTION TOOL
 FH0175'HOUSE, ABOUT 60 FEET NORTHEAST OF A ROAD CROSSING, AND 23 FEET
 FH0175'NORTH OF THE TRACK.  A STANDARD DISK, STAMPED 394.392 G 29 1932
 FH0175'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- AT MAIN ST
 FH0175'CROSSING, ABOUT 77 FT NE OF A ROAD CROSSING, 28 FT N OF THE
 FH0175'TRACK, 45 FT SE OF A BURIED CABLE SIGN.
 FH0175
 FH0175                          STATION RECOVERY (1967)
 FH0175
 FH0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1664 ***********************************************************************
 EJ1664  DESIGNATION -  G 290
 EJ1664  PID         -  EJ1664
 EJ1664  STATE/COUNTY-  AR/PULASKI
 EJ1664  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1664
 EJ1664                         *CURRENT SURVEY CONTROL
 EJ1664  ___________________________________________________________________
 EJ1664* NAD 83(1997)-  34 47 52.62883(N)    092 17 29.74072(W)     ADJUSTED  
 EJ1664* NAVD 88     -        93.964  (meters)     308.28   (feet)  ADJUSTED  
 EJ1664  ___________________________________________________________________
 EJ1664  X           -    -209,654.698 (meters)                     COMP
 EJ1664  Y           -  -5,239,113.042 (meters)                     COMP
 EJ1664  Z           -   3,619,521.408 (meters)                     COMP
 EJ1664  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 EJ1664  ELLIP HEIGHT-          67.18  (meters)          (12/29/05) GPS OBS
 EJ1664  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EJ1664  DYNAMIC HT  -          93.876 (meters)     307.99  (feet)  COMP
 EJ1664  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 EJ1664
 EJ1664  HORZ ORDER  -  FIRST
 EJ1664  VERT ORDER  -  FIRST     CLASS II
 EJ1664  ELLP ORDER  -  FOURTH    CLASS II
 EJ1664
 EJ1664.The horizontal coordinates were established by GPS observations
 EJ1664.and adjusted by the WOOLPERT CONSULTANTS in December 2005..
 EJ1664
 EJ1664.The orthometric height was determined by differential leveling
 EJ1664.and adjusted by the National Geodetic Survey in June 1991..
 EJ1664
 EJ1664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1664
 EJ1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1664
 EJ1664.The ellipsoidal height was determined by GPS observations
 EJ1664.and is referenced to NAD 83.
 EJ1664
 EJ1664.The geoid height was determined by GEOID03.
 EJ1664
 EJ1664.The dynamic height is computed by dividing the NAVD 88
 EJ1664.geopotential number by the normal gravity value computed on the
 EJ1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1664.degrees latitude (g = 980.6199 gals.).
 EJ1664
 EJ1664.The modeled gravity was interpolated from observed gravity values.
 EJ1664
 EJ1664;                    North         East     Units Scale Factor Converg.
 EJ1664;SPC AR S     -   636,432.642   373,315.438   MT  1.00000713   -0 09 47.5
 EJ1664;SPC AR S     - 2,088,029.43  1,224,785.73   sFT  1.00000713   -0 09 47.5
 EJ1664;UTM  15      - 3,850,865.760   564,802.237   MT  0.99965176   +0 24 15.4
 EJ1664
 EJ1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1664!SPC AR S     -   0.99998945  x   1.00000713  =   0.99999658
 EJ1664!UTM  15      -   0.99998945  x   0.99965176  =   0.99964122
 EJ1664
 EJ1664                          SUPERSEDED SURVEY CONTROL
 EJ1664
 EJ1664  NAVD 88 (12/29/05)   93.96   (m)          308.3    (f) LEVELING    3  
 EJ1664  NGVD 29 (06/07/95)   94.023  (m)          308.47   (f) ADJUSTED    1 2
 EJ1664
 EJ1664.Superseded values are not recommended for survey control.
 EJ1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1664.See file dsdata.txt to determine how the superseded data were derived.
 EJ1664
 EJ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6480250866(NAD 83)
 EJ1664_MARKER: I = METAL ROD
 EJ1664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1664_SP_SET: STAINLESS STEEL ROD
 EJ1664_STAMPING: G 290 1984
 EJ1664_MARK LOGO: NGS   
 EJ1664_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1664_MAGNETIC: I = MARKER IS A STEEL ROD
 EJ1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1664+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 EJ1664_ROD/PIPE-DEPTH: 4.91 meters
 EJ1664
 EJ1664  HISTORY     - Date     Condition        Report By
 EJ1664  HISTORY     - 1984     MONUMENTED       NGS
 EJ1664  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ1664  HISTORY     - 1988     GOOD             USPSQD
 EJ1664  HISTORY     - 1989     GOOD             USPSQD
 EJ1664  HISTORY     - 1989     GOOD             USPSQD
 EJ1664  HISTORY     - 1990     GOOD             USPSQD
 EJ1664  HISTORY     - 20051022 GOOD             WOOLPT
 EJ1664
 EJ1664                          STATION DESCRIPTION
 EJ1664
 EJ1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1664'IN NORTH LITTLE ROCK.
 EJ1664'IN NORTH LITTLE ROCK, SET ON THE GROUNDS OF THE TWIN CITY BANK AT THE
 EJ1664'JUNCTION OF STATE HIGHWAY 365 AND THERESA DRIVE, 1.7 KM (1.05 MI)
 EJ1664'NORTHWEST ALONG STATE HIGHWAY 365 FROM THE INTERSTATE 40 OVERPASS TO
 EJ1664'THE MARK ON THE RIGHT, 14.94 METERS (49.0 FT) NORTH OF THE APPROXIMATE
 EJ1664'CENTER OF THE DRIVE, 21.73 METERS (71.3 FT) EAST OF THE CENTERLINE OF
 EJ1664'THE HIGHWAY, 29.41 METERS (96.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 EJ1664'OF A BRICK BUILDING (AT PRESENT THE TWIN CITY BANK), 2.62 METERS
 EJ1664'(8.6 FT) NORTH-NORTHEAST OF THE SOUTH BRICK MONUMENT WITH A 5.0 FOOT
 EJ1664'WIDE BRICK BASE IN THE SHAPE OF AN L, 2.29 METERS (7.5 FT)
 EJ1664'SOUTH-SOUTHEAST OF THE NORTH BRICK MONUMENT WITH A 5.0 FOOT WIDE BRICK
 EJ1664'BASE IN THE SHAPE OF AN L, AND 1.43 METERS (4.7 FT) EAST OF THE BASE
 EJ1664'OF THE BRACEPOST FOR THE TWIN CITY BANK.
 EJ1664'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1664
 EJ1664                          STATION RECOVERY (1988)
 EJ1664
 EJ1664'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1664'MARK NOT FOUND.
 EJ1664
 EJ1664                          STATION RECOVERY (1988)
 EJ1664
 EJ1664'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 EJ1664'RECOVERED IN GOOD CONDITION.
 EJ1664
 EJ1664                          STATION RECOVERY (1989)
 EJ1664
 EJ1664'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ1664'RECOVERED IN GOOD CONDITION.
 EJ1664
 EJ1664                          STATION RECOVERY (1989)
 EJ1664
 EJ1664'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1664'RECOVERED IN GOOD CONDITION.
 EJ1664
 EJ1664                          STATION RECOVERY (1990)
 EJ1664
 EJ1664'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ1664'RECOVERED IN GOOD CONDITION.
 EJ1664
 EJ1664                          STATION RECOVERY (2005)
 EJ1664
 EJ1664'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (KCH)
 EJ1664'RECOVERY NOTE BY WOOLPERT, INC.  2005 (DJK)   G 290 RECOVERED IN GOOD
 EJ1664'CONDITION EXCEPT FOR THE FOLLOWING CHANGES TO THE DESCRIPTION.  THE L
 EJ1664'SHAPED STRUCTURES HAVE BEEN REMOVED AS WELL AS THE BUILDING BRACE. IT
 EJ1664'IS 2.86 M (9.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK ATM
 EJ1664'STRUCTURE AND 2.35 M (7.7 FT) WEST OF THE POINT OF CURVE OF THE TOP
 EJ1664'BACK OF CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1543 ***********************************************************************
 FG1543  DESIGNATION -  G 291
 FG1543  PID         -  FG1543
 FG1543  STATE/COUNTY-  AR/FAULKNER
 FG1543  USGS QUAD   -  CONWAY (1994)
 FG1543
 FG1543                         *CURRENT SURVEY CONTROL
 FG1543  ___________________________________________________________________
 FG1543* NAD 83(1986)-  35 06 59.     (N)    092 27 51.     (W)     SCALED    
 FG1543* NAVD 88     -       129.005  (meters)     423.24   (feet)  ADJUSTED  
 FG1543  ___________________________________________________________________
 FG1543  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG1543  DYNAMIC HT  -         128.884 (meters)     422.85  (feet)  COMP
 FG1543  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FG1543
 FG1543  VERT ORDER  -  FIRST     CLASS II
 FG1543
 FG1543.The horizontal coordinates were scaled from a topographic map and have
 FG1543.an estimated accuracy of +/- 6 seconds.
 FG1543
 FG1543.The orthometric height was determined by differential leveling
 FG1543.and adjusted by the National Geodetic Survey in June 1991..
 FG1543
 FG1543.The geoid height was determined by GEOID03.
 FG1543
 FG1543.The dynamic height is computed by dividing the NAVD 88
 FG1543.geopotential number by the normal gravity value computed on the
 FG1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1543.degrees latitude (g = 980.6199 gals.).
 FG1543
 FG1543.The modeled gravity was interpolated from observed gravity values.
 FG1543
 FG1543;                    North         East    Units  Estimated Accuracy
 FG1543;SPC AR N     -    86,970.      357,690.      MT  (+/- 180 meters Scaled)
 FG1543
 FG1543                          SUPERSEDED SURVEY CONTROL
 FG1543
 FG1543  NGVD 29 (06/07/95)  129.036  (m)          423.35   (f) ADJUSTED    1 2
 FG1543
 FG1543.Superseded values are not recommended for survey control.
 FG1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1543.See file dsdata.txt to determine how the superseded data were derived.
 FG1543
 FG1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU488860(NAD 83)
 FG1543_MARKER: I = METAL ROD
 FG1543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1543_SP_SET: STAINLESS STEEL ROD
 FG1543_STAMPING: G 291 1984
 FG1543_MARK LOGO: NGS   
 FG1543_PROJECTION: FLUSH
 FG1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1543_ROD/PIPE-DEPTH: 3.05 meters
 FG1543
 FG1543  HISTORY     - Date     Condition        Report By
 FG1543  HISTORY     - 1984     MONUMENTED       NGS
 FG1543  HISTORY     - 1987     GOOD             USPSQD
 FG1543  HISTORY     - 1988     GOOD             USPSQD
 FG1543  HISTORY     - 1989     GOOD             USPSQD
 FG1543  HISTORY     - 1989     GOOD             USPSQD
 FG1543  HISTORY     - 20020717 MARK NOT FOUND   USACE
 FG1543
 FG1543                          STATION DESCRIPTION
 FG1543
 FG1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1543'4.8 KM (3.0 MI) NW FROM CONWAY.
 FG1543'1.0 KM (0.65 MI) NORTH-NORTHWEST ALONG FRONT STREET FROM THE POST
 FG1543'OFFICE IN CONWAY, THENCE 0.1 KM (0.05 MI) WEST ALONG INDEPENDENCE
 FG1543'STREET, THENCE 1.7 KM (1.05 MI) NORTH ALONG WASHINGTON STREET, THENCE
 FG1543'2.0 KM (1.25 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE
 FG1543'RIGHT, 9.91 METERS (32.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FG1543'16.28 METERS (53.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 FG1543'ONE LEVEL ROCK BUILDING, 7.50 METERS (24.6 FT) EAST-SOUTHEAST OF A
 FG1543'GAS METER, AND 1.28 METERS (4.2 FT) SOUTHEAST OF A POWERLINE POLE.
 FG1543'THE MARK IS 1.22 METERS  S FROM A WITNESS POST.
 FG1543'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1543
 FG1543                          STATION RECOVERY (1987)
 FG1543
 FG1543'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1543'RECOVERED IN GOOD CONDITION.
 FG1543
 FG1543                          STATION RECOVERY (1988)
 FG1543
 FG1543'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1543'RECOVERED IN GOOD CONDITION.
 FG1543
 FG1543                          STATION RECOVERY (1989)
 FG1543
 FG1543'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1543'RECOVERED IN GOOD CONDITION.
 FG1543
 FG1543                          STATION RECOVERY (1989)
 FG1543
 FG1543'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1543'RECOVERED IN GOOD CONDITION.
 FG1543
 FG1543                          STATION RECOVERY (2002)
 FG1543
 FG1543'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 FG1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1730 ***********************************************************************
 DK1730  DESIGNATION -  G 292
 DK1730  PID         -  DK1730
 DK1730  STATE/COUNTY-  AR/DESHA
 DK1730  USGS QUAD   -  GOULD (1964)
 DK1730
 DK1730                         *CURRENT SURVEY CONTROL
 DK1730  ___________________________________________________________________
 DK1730* NAD 83(1986)-  33 57 28.     (N)    091 32 22.     (W)     SCALED    
 DK1730* NAVD 88     -        48.631  (meters)     159.55   (feet)  ADJUSTED  
 DK1730  ___________________________________________________________________
 DK1730  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK1730  DYNAMIC HT  -          48.582 (meters)     159.39  (feet)  COMP
 DK1730  MODELED GRAV-     979,645.1   (mgal)                       NAVD 88
 DK1730
 DK1730  VERT ORDER  -  FIRST     CLASS II
 DK1730
 DK1730.The horizontal coordinates were scaled from a topographic map and have
 DK1730.an estimated accuracy of +/- 6 seconds.
 DK1730
 DK1730.The orthometric height was determined by differential leveling
 DK1730.and adjusted by the National Geodetic Survey in June 1991..
 DK1730
 DK1730.The geoid height was determined by GEOID03.
 DK1730
 DK1730.The dynamic height is computed by dividing the NAVD 88
 DK1730.geopotential number by the normal gravity value computed on the
 DK1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1730.degrees latitude (g = 980.6199 gals.).
 DK1730
 DK1730.The modeled gravity was interpolated from observed gravity values.
 DK1730
 DK1730;                    North         East    Units  Estimated Accuracy
 DK1730;SPC AR S     -   543,300.      442,570.      MT  (+/- 180 meters Scaled)
 DK1730
 DK1730                          SUPERSEDED SURVEY CONTROL
 DK1730
 DK1730.No superseded survey control is available for this station.
 DK1730
 DK1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT349584(NAD 83)
 DK1730_MARKER: I = METAL ROD
 DK1730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK1730_SP_SET: STAINLESS STEEL ROD
 DK1730_STAMPING: G 292 1984
 DK1730_MARK LOGO: NGS   
 DK1730_PROJECTION: FLUSH
 DK1730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1730+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 DK1730_ROD/PIPE-DEPTH: 8.53 meters
 DK1730
 DK1730  HISTORY     - Date     Condition        Report By
 DK1730  HISTORY     - 1984     MONUMENTED       NGS
 DK1730  HISTORY     - 1988     GOOD             USPSQD
 DK1730  HISTORY     - 1989     GOOD             USPSQD
 DK1730  HISTORY     - 1990     GOOD             USPSQD
 DK1730  HISTORY     - 20020405 GOOD             USACE
 DK1730
 DK1730                          STATION DESCRIPTION
 DK1730
 DK1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1730'3.9 KM (2.4 MI) SE FROM GOULD.
 DK1730'3.9 KM (2.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE JUNCTION OF
 DK1730'STATE HIGHWAY 114 EAST IN GOULD, AT MR. BRADSHAWS FISH FARM ON THE
 DK1730'NORTHEAST SIDE OF THE HIGHWAY, SET BY A POWER LINE POLE, 40.23 METERS
 DK1730'(132.0 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7.01 METERS
 DK1730'(23.0 FT) SOUTH OF THE CENTER OF THE GRAVELED DRIVEWAY, 28.34 METERS
 DK1730'(93.0 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF MR. BRADSHAWS HOUSE,
 DK1730'16.21 METERS (53.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF AN OLD RED
 DK1730'BARN, 6.09 METERS (20.0 FT) NORTHEAST OF THE POWER LINE GUY WIRE, AND
 DK1730'0.76 METERS (2.5 FT) SOUTH OF THE POWER LINE POLE.
 DK1730'THE MARK IS 6.09 METERS  NE FROM A WITNESS POST.
 DK1730'THE MARK IS 0.60 M BELOW HIGHWAY.
 DK1730
 DK1730                          STATION RECOVERY (1988)
 DK1730
 DK1730'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1730'RECOVERED IN GOOD CONDITION.
 DK1730
 DK1730                          STATION RECOVERY (1989)
 DK1730
 DK1730'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1730'RECOVERED IN GOOD CONDITION.
 DK1730
 DK1730                          STATION RECOVERY (1990)
 DK1730
 DK1730'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1730'RECOVERED IN GOOD CONDITION.
 DK1730
 DK1730                          STATION RECOVERY (2002)
 DK1730
 DK1730'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1569 ***********************************************************************
 FG1569  DESIGNATION -  G 293
 FG1569  PID         -  FG1569
 FG1569  STATE/COUNTY-  AR/POPE
 FG1569  USGS QUAD   -  ATKINS (1989)
 FG1569
 FG1569                         *CURRENT SURVEY CONTROL
 FG1569  ___________________________________________________________________
 FG1569* NAD 83(1986)-  35 14 32.     (N)    092 53 27.     (W)     SCALED    
 FG1569* NAVD 88     -       101.456  (meters)     332.86   (feet)  ADJUSTED  
 FG1569  ___________________________________________________________________
 FG1569  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FG1569  DYNAMIC HT  -         101.361 (meters)     332.55  (feet)  COMP
 FG1569  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FG1569
 FG1569  VERT ORDER  -  FIRST     CLASS II
 FG1569
 FG1569.The horizontal coordinates were scaled from a topographic map and have
 FG1569.an estimated accuracy of +/- 6 seconds.
 FG1569
 FG1569.The orthometric height was determined by differential leveling
 FG1569.and adjusted by the National Geodetic Survey in June 1991..
 FG1569
 FG1569.The geoid height was determined by GEOID03.
 FG1569
 FG1569.The dynamic height is computed by dividing the NAVD 88
 FG1569.geopotential number by the normal gravity value computed on the
 FG1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1569.degrees latitude (g = 980.6199 gals.).
 FG1569
 FG1569.The modeled gravity was interpolated from observed gravity values.
 FG1569
 FG1569;                    North         East    Units  Estimated Accuracy
 FG1569;SPC AR N     -   101,200.      318,920.      MT  (+/- 180 meters Scaled)
 FG1569
 FG1569                          SUPERSEDED SURVEY CONTROL
 FG1569
 FG1569.No superseded survey control is available for this station.
 FG1569
 FG1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU099999(NAD 83)
 FG1569_MARKER: I = METAL ROD
 FG1569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1569_SP_SET: STAINLESS STEEL ROD
 FG1569_STAMPING: G 293 1984
 FG1569_MARK LOGO: NGS   
 FG1569_PROJECTION: RECESSED 5 CENTIMETERS
 FG1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1569_ROD/PIPE-DEPTH: 9.75 meters
 FG1569
 FG1569  HISTORY     - Date     Condition        Report By
 FG1569  HISTORY     - 1984     MONUMENTED       NGS
 FG1569  HISTORY     - 1987     GOOD             USPSQD
 FG1569  HISTORY     - 1987     GOOD             USPSQD
 FG1569  HISTORY     - 1988     GOOD             USPSQD
 FG1569  HISTORY     - 1989     GOOD             USPSQD
 FG1569  HISTORY     - 1989     GOOD             USPSQD
 FG1569
 FG1569                          STATION DESCRIPTION
 FG1569
 FG1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1569'4.5 KM (2.8 MI) EAST FROM ATKINS.
 FG1569'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1569'THENCE 4.3 KM (2.7 MI) EAST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE
 FG1569'LEFT, 11.73 METERS (38.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FG1569'15.85 METERS (52.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A HOUSE,
 FG1569'5.55 METERS (18.2 FT) WEST OF THE CORNER POST OF A WIRE MESH FENCE,
 FG1569'AND 0.46 METERS (1.5 FT) SOUTH OF THE WIRE MESH FENCE.
 FG1569'THE MARK IS 0.40 METERS  S FROM A WITNESS POST.
 FG1569'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1569
 FG1569                          STATION RECOVERY (1987)
 FG1569
 FG1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1569'RECOVERED IN GOOD CONDITION.
 FG1569
 FG1569                          STATION RECOVERY (1987)
 FG1569
 FG1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1569'RECOVERED IN GOOD CONDITION.
 FG1569
 FG1569                          STATION RECOVERY (1988)
 FG1569
 FG1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1569'RECOVERED IN GOOD CONDITION.
 FG1569
 FG1569                          STATION RECOVERY (1989)
 FG1569
 FG1569'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1569'RECOVERED IN GOOD CONDITION.
 FG1569
 FG1569                          STATION RECOVERY (1989)
 FG1569
 FG1569'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1606 ***********************************************************************
 FG1606  DESIGNATION -  G 294
 FG1606  PID         -  FG1606
 FG1606  STATE/COUNTY-  AR/JOHNSON
 FG1606  USGS QUAD   -  DELAWARE (1993)
 FG1606
 FG1606                         *CURRENT SURVEY CONTROL
 FG1606  ___________________________________________________________________
 FG1606* NAD 83(1986)-  35 22 02.     (N)    093 21 00.     (W)     SCALED    
 FG1606* NAVD 88     -       116.918  (meters)     383.59   (feet)  ADJUSTED  
 FG1606  ___________________________________________________________________
 FG1606  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1606  DYNAMIC HT  -         116.808 (meters)     383.23  (feet)  COMP
 FG1606  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 FG1606
 FG1606  VERT ORDER  -  FIRST     CLASS II
 FG1606
 FG1606.The horizontal coordinates were scaled from a topographic map and have
 FG1606.an estimated accuracy of +/- 6 seconds.
 FG1606
 FG1606.The orthometric height was determined by differential leveling
 FG1606.and adjusted by the National Geodetic Survey in June 1991..
 FG1606
 FG1606.The geoid height was determined by GEOID03.
 FG1606
 FG1606.The dynamic height is computed by dividing the NAVD 88
 FG1606.geopotential number by the normal gravity value computed on the
 FG1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1606.degrees latitude (g = 980.6199 gals.).
 FG1606
 FG1606.The modeled gravity was interpolated from observed gravity values.
 FG1606
 FG1606;                    North         East    Units  Estimated Accuracy
 FG1606;SPC AR N     -   115,540.      277,330.      MT  (+/- 180 meters Scaled)
 FG1606
 FG1606                          SUPERSEDED SURVEY CONTROL
 FG1606
 FG1606.No superseded survey control is available for this station.
 FG1606
 FG1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV682138(NAD 83)
 FG1606_MARKER: I = METAL ROD
 FG1606_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1606+WITH SETTING: INFORMATION.
 FG1606_SP_SET: SHALLOW SET METAL ROD
 FG1606_STAMPING: G 294 1984
 FG1606_MARK LOGO: NGS   
 FG1606_PROJECTION: FLUSH
 FG1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1606_ROD/PIPE-DEPTH: 1.79 meters
 FG1606
 FG1606  HISTORY     - Date     Condition        Report By
 FG1606  HISTORY     - 1984     MONUMENTED       NGS
 FG1606  HISTORY     - 1987     GOOD             USPSQD
 FG1606  HISTORY     - 1989     GOOD             USPSQD
 FG1606  HISTORY     - 1990     GOOD             USPSQD
 FG1606
 FG1606                          STATION DESCRIPTION
 FG1606
 FG1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1606'1.8 KM (1.15 MI) SE FROM KNOXVILLE.
 FG1606'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 315 FROM THE POST OFFICE IN
 FG1606'KNOXVILLE, THENCE 1.8 KM (1.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 64 AT A
 FG1606'POWERLINE POLE WITH A TELEPHONE JUNCTION BOX NUMBER 40047 SET AGAINST
 FG1606'THE SOUTHWEST SIDE OF THE POLE, 14.78 METERS (48.5 FT) NORTHEAST OF
 FG1606'THE CENTERLINE OF HIGHWAY 64, 25.60 METERS (84.0 FT) SOUTH OF THE
 FG1606'SOUTH CORNER OF A HOUSE WITH A BEIGE STONE FRONT, 28.04 METERS
 FG1606'(92.0 FT) SOUTHEAST OF A SMALL YARD LIGHT POLE, 19.65 METERS (64.5 FT)
 FG1606'WEST-NORHTWEST OF A POWERLINE GUY POLE, 0.73 METERS (2.4 FT) NORHTEAST
 FG1606'OF A POWERLINE POLE AND JUNCTION BOX NUMBER 40047.  NOTE, ROD DRIVEN
 FG1606'TO REFUSAL AND ANCHORED AT THIS DEPTH IN ROCK.
 FG1606
 FG1606                          STATION RECOVERY (1987)
 FG1606
 FG1606'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1606'RECOVERED IN GOOD CONDITION.
 FG1606
 FG1606                          STATION RECOVERY (1989)
 FG1606
 FG1606'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1606'RECOVERED IN GOOD CONDITION.
 FG1606
 FG1606                          STATION RECOVERY (1990)
 FG1606
 FG1606'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1658 ***********************************************************************
 FG1658  DESIGNATION -  G 295
 FG1658  PID         -  FG1658
 FG1658  STATE/COUNTY-  AR/FRANKLIN
 FG1658  USGS QUAD   -  CECIL (1993)
 FG1658
 FG1658                         *CURRENT SURVEY CONTROL
 FG1658  ___________________________________________________________________
 FG1658* NAD 83(1986)-  35 26 28.     (N)    093 58 17.     (W)     SCALED    
 FG1658* NAVD 88     -       211.679  (meters)     694.48   (feet)  ADJUSTED  
 FG1658  ___________________________________________________________________
 FG1658  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FG1658  DYNAMIC HT  -         211.481 (meters)     693.83  (feet)  COMP
 FG1658  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 FG1658
 FG1658  VERT ORDER  -  FIRST     CLASS II
 FG1658
 FG1658.The horizontal coordinates were scaled from a topographic map and have
 FG1658.an estimated accuracy of +/- 6 seconds.
 FG1658
 FG1658.The orthometric height was determined by differential leveling
 FG1658.and adjusted by the National Geodetic Survey in June 1991..
 FG1658
 FG1658.The geoid height was determined by GEOID03.
 FG1658
 FG1658.The dynamic height is computed by dividing the NAVD 88
 FG1658.geopotential number by the normal gravity value computed on the
 FG1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1658.degrees latitude (g = 980.6199 gals.).
 FG1658
 FG1658.The modeled gravity was interpolated from observed gravity values.
 FG1658
 FG1658;                    North         East    Units  Estimated Accuracy
 FG1658;SPC AR N     -   124,690.      221,030.      MT  (+/- 180 meters Scaled)
 FG1658
 FG1658                          SUPERSEDED SURVEY CONTROL
 FG1658
 FG1658.No superseded survey control is available for this station.
 FG1658
 FG1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV118223(NAD 83)
 FG1658_MARKER: DB = BENCH MARK DISK
 FG1658_SETTING: 80 = SET IN A BOULDER
 FG1658_SP_SET: BOULDER
 FG1658_STAMPING: G 295 1984
 FG1658_MARK LOGO: NGS   
 FG1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1658
 FG1658  HISTORY     - Date     Condition        Report By
 FG1658  HISTORY     - 1984     MONUMENTED       NGS
 FG1658  HISTORY     - 1987     GOOD             USPSQD
 FG1658  HISTORY     - 1988     GOOD             USPSQD
 FG1658  HISTORY     - 1989     GOOD             USPSQD
 FG1658  HISTORY     - 1990     GOOD             USPSQD
 FG1658
 FG1658                          STATION DESCRIPTION
 FG1658
 FG1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1658'3.7 KM (2.3 MI) WEST FROM CECIL.
 FG1658'3.7 KM (2.3 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FG1658'CECIL, TO THE MARK ON THE LEFT, AT THE BOTTOM OF A STEEP HILL, A DISK
 FG1658'SET IN A LARGE FLAT ROCK, AND 14.05 METERS (46.1 FT) WEST OF THE
 FG1658'CENTERLINE OF HIGHWAY 96.
 FG1658'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 FG1658'THE MARK IS 0.31 M ABOVE HIGHWAY 96.
 FG1658
 FG1658                          STATION RECOVERY (1987)
 FG1658
 FG1658'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1658'RECOVERED IN GOOD CONDITION.
 FG1658
 FG1658                          STATION RECOVERY (1988)
 FG1658
 FG1658'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1658'RECOVERED IN GOOD CONDITION.
 FG1658
 FG1658                          STATION RECOVERY (1989)
 FG1658
 FG1658'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1658'RECOVERED IN GOOD CONDITION.
 FG1658
 FG1658                          STATION RECOVERY (1990)
 FG1658
 FG1658'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1634 ***********************************************************************
 FG1634  DESIGNATION -  G 296
 FG1634  PID         -  FG1634
 FG1634  STATE/COUNTY-  AR/FRANKLIN
 FG1634  USGS QUAD   -  COAL HILL (1993)
 FG1634
 FG1634                         *CURRENT SURVEY CONTROL
 FG1634  ___________________________________________________________________
 FG1634* NAD 83(1986)-  35 26 32.     (N)    093 42 39.     (W)     SCALED    
 FG1634* NAVD 88     -       158.157  (meters)     518.89   (feet)  ADJUSTED  
 FG1634  ___________________________________________________________________
 FG1634  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FG1634  DYNAMIC HT  -         158.010 (meters)     518.40  (feet)  COMP
 FG1634  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FG1634
 FG1634  VERT ORDER  -  FIRST     CLASS II
 FG1634
 FG1634.The horizontal coordinates were scaled from a topographic map and have
 FG1634.an estimated accuracy of +/- 6 seconds.
 FG1634
 FG1634.The orthometric height was determined by differential leveling
 FG1634.and adjusted by the National Geodetic Survey in June 1991..
 FG1634
 FG1634.The geoid height was determined by GEOID03.
 FG1634
 FG1634.The dynamic height is computed by dividing the NAVD 88
 FG1634.geopotential number by the normal gravity value computed on the
 FG1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1634.degrees latitude (g = 980.6199 gals.).
 FG1634
 FG1634.The modeled gravity was interpolated from observed gravity values.
 FG1634
 FG1634;                    North         East    Units  Estimated Accuracy
 FG1634;SPC AR N     -   124,370.      244,680.      MT  (+/- 180 meters Scaled)
 FG1634
 FG1634                          SUPERSEDED SURVEY CONTROL
 FG1634
 FG1634.No superseded survey control is available for this station.
 FG1634
 FG1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV354223(NAD 83)
 FG1634_MARKER: I = METAL ROD
 FG1634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1634_SP_SET: STAINLESS STEEL ROD
 FG1634_STAMPING: G 296 1984
 FG1634_MARK LOGO: NGS   
 FG1634_PROJECTION: FLUSH
 FG1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1634_ROD/PIPE-DEPTH: 4.63 meters
 FG1634
 FG1634  HISTORY     - Date     Condition        Report By
 FG1634  HISTORY     - 1984     MONUMENTED       NGS
 FG1634  HISTORY     - 1987     GOOD             USPSQD
 FG1634  HISTORY     - 1988     GOOD             USPSQD
 FG1634  HISTORY     - 1989     GOOD             USPSQD
 FG1634  HISTORY     - 1989     GOOD             USPSQD
 FG1634
 FG1634                          STATION DESCRIPTION
 FG1634
 FG1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1634'3.5 KM (2.2 MI) WEST FROM COAL HILL.
 FG1634'3.5 KM (2.2 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1634'COAL HILL, THE MARK IS SET IN THE SOUTH RIGHT-OF-WAY FENCE ABOUT 200
 FG1634'FEET EAST OF HIGHWAY MILE POST NUMBER 21, IS 4.7 KM (2.95 MI) EAST
 FG1634'ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE HIGHWAY 186 WHICH IS
 FG1634'0.1 KM (0.05 MI) NORTHWEST OF THE POST OFFICE IN ALTUS, 15.84 METERS
 FG1634'(52.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 64, WEST-SOUTHWEST OF THE
 FG1634'CENTER OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 FG1634'18.28 METERS (60.0 FT) EAST OF AN EXTENDED CENTERLINE OF A TRACK ROAD
 FG1634'LEADING NORTH, 16.91 METERS (55.5 FT) WEST OF A POWERLINE POLE, AND
 FG1634'0.3 METER (1.0 FT) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  NOTE, ROD
 FG1634'DRIVEN TO REFUSAL.
 FG1634'THE MARK IS 0.42 METERS  NE FROM A WITNESS POST.
 FG1634'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1634
 FG1634                          STATION RECOVERY (1987)
 FG1634
 FG1634'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1634'RECOVERED IN GOOD CONDITION.
 FG1634
 FG1634                          STATION RECOVERY (1988)
 FG1634
 FG1634'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1634'RECOVERED IN GOOD CONDITION.
 FG1634
 FG1634                          STATION RECOVERY (1989)
 FG1634
 FG1634'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1634'RECOVERED IN GOOD CONDITION.
 FG1634
 FG1634                          STATION RECOVERY (1989)
 FG1634
 FG1634'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0789 ***********************************************************************
 FH0789  DESIGNATION -  G 297
 FH0789  PID         -  FH0789
 FH0789  STATE/COUNTY-  AR/SEBASTIAN
 FH0789  USGS QUAD   -  LAVACA (1997)
 FH0789
 FH0789                         *CURRENT SURVEY CONTROL
 FH0789  ___________________________________________________________________
 FH0789* NAD 83(1986)-  35 20 15.     (N)    094 12 14.     (W)     SCALED    
 FH0789* NAVD 88     -       123.704  (meters)     405.85   (feet)  ADJUSTED  
 FH0789  ___________________________________________________________________
 FH0789  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FH0789  DYNAMIC HT  -         123.588 (meters)     405.47  (feet)  COMP
 FH0789  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FH0789
 FH0789  VERT ORDER  -  FIRST     CLASS II
 FH0789
 FH0789.The horizontal coordinates were scaled from a topographic map and have
 FH0789.an estimated accuracy of +/- 6 seconds.
 FH0789
 FH0789.The orthometric height was determined by differential leveling
 FH0789.and adjusted by the National Geodetic Survey in June 1991..
 FH0789
 FH0789.The geoid height was determined by GEOID03.
 FH0789
 FH0789.The dynamic height is computed by dividing the NAVD 88
 FH0789.geopotential number by the normal gravity value computed on the
 FH0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0789.degrees latitude (g = 980.6199 gals.).
 FH0789
 FH0789.The modeled gravity was interpolated from observed gravity values.
 FH0789
 FH0789;                    North         East    Units  Estimated Accuracy
 FH0789;SPC AR N     -   113,650.      199,670.      MT  (+/- 180 meters Scaled)
 FH0789
 FH0789                          SUPERSEDED SURVEY CONTROL
 FH0789
 FH0789.No superseded survey control is available for this station.
 FH0789
 FH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV905111(NAD 83)
 FH0789_MARKER: I = METAL ROD
 FH0789_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0789+WITH SETTING: INFORMATION.
 FH0789_SP_SET: SHALLOW SET METAL ROD
 FH0789_STAMPING: G 297 1984
 FH0789_MARK LOGO: NGS   
 FH0789_PROJECTION: RECESSED 5 CENTIMETERS
 FH0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0789_ROD/PIPE-DEPTH: 1.37 meters
 FH0789
 FH0789  HISTORY     - Date     Condition        Report By
 FH0789  HISTORY     - 1984     MONUMENTED       NGS
 FH0789  HISTORY     - 1988     GOOD             USPSQD
 FH0789  HISTORY     - 1989     GOOD             USPSQD
 FH0789  HISTORY     - 1990     GOOD             USPSQD
 FH0789
 FH0789                          STATION DESCRIPTION
 FH0789
 FH0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0789'2.8 KM (1.75 MI) WEST FROM LAVACA.
 FH0789'0.5 KM (0.3 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0789'LAVACA, THENCE 2.3 KM (1.45 MI) WEST ALONG STATE ROUTE 255 TO THE MARK
 FH0789'ON THE RIGHT, 12.10 METERS (39.7 FT) NORTH OF THE CENTERLINE OF
 FH0789'HIGHWAY 255, 21.18 METERS (69.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 FH0789'OF A SMALL ONE LEVEL WOODEN HOUSE, 15.24 METERS (50.0 FT) WEST OF THE
 FH0789'OF THE CORNER FENCE POST OF A BARBWIRE FENCE, AND 0.43 METERS (1.4 FT)
 FH0789'EAST OF A BARBWIRE FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FH0789'THE MARK IS 0.64 METERS  NE FROM A WITNESS POST.
 FH0789'THE MARK IS 0.61 M ABOVE HIGHWAY 255.
 FH0789
 FH0789                          STATION RECOVERY (1988)
 FH0789
 FH0789'RECOVERY NOTE BY US POWER SQUADRON 1988 (TS)
 FH0789'RECOVERED IN GOOD CONDITION.
 FH0789
 FH0789                          STATION RECOVERY (1989)
 FH0789
 FH0789'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0789'RECOVERED IN GOOD CONDITION.
 FH0789
 FH0789                          STATION RECOVERY (1990)
 FH0789
 FH0789'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0812 ***********************************************************************
 FH0812  DESIGNATION -  G 298
 FH0812  PID         -  FH0812
 FH0812  STATE/COUNTY-  AR/SEBASTIAN
 FH0812  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0812
 FH0812                         *CURRENT SURVEY CONTROL
 FH0812  ___________________________________________________________________
 FH0812* NAD 83(1986)-  35 18 43.     (N)    094 23 56.     (W)     SCALED    
 FH0812* NAVD 88     -       147.198  (meters)     482.93   (feet)  ADJUSTED  
 FH0812  ___________________________________________________________________
 FH0812  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FH0812  DYNAMIC HT  -         147.058 (meters)     482.47  (feet)  COMP
 FH0812  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 FH0812
 FH0812  VERT ORDER  -  FIRST     CLASS II
 FH0812
 FH0812.The horizontal coordinates were scaled from a topographic map and have
 FH0812.an estimated accuracy of +/- 6 seconds.
 FH0812
 FH0812.The orthometric height was determined by differential leveling
 FH0812.and adjusted by the National Geodetic Survey in June 1991..
 FH0812
 FH0812.The geoid height was determined by GEOID03.
 FH0812
 FH0812.The dynamic height is computed by dividing the NAVD 88
 FH0812.geopotential number by the normal gravity value computed on the
 FH0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0812.degrees latitude (g = 980.6199 gals.).
 FH0812
 FH0812.The modeled gravity was interpolated from observed gravity values.
 FH0812
 FH0812;                    North         East    Units  Estimated Accuracy
 FH0812;SPC AR N     -   111,230.      181,880.      MT  (+/- 180 meters Scaled)
 FH0812
 FH0812                          SUPERSEDED SURVEY CONTROL
 FH0812
 FH0812.No superseded survey control is available for this station.
 FH0812
 FH0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV728085(NAD 83)
 FH0812_MARKER: DB = BENCH MARK DISK
 FH0812_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0812_SP_SET: OVERPASS BRIDGE PIER
 FH0812_STAMPING: G 298 1985
 FH0812_MARK LOGO: NGS   
 FH0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0812+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 FH0812
 FH0812  HISTORY     - Date     Condition        Report By
 FH0812  HISTORY     - 1985     MONUMENTED       NGS
 FH0812  HISTORY     - 1988     GOOD             USPSQD
 FH0812  HISTORY     - 1989     GOOD             USPSQD
 FH0812  HISTORY     - 1990     GOOD             USPSQD
 FH0812  HISTORY     - 20040106 GOOD             ARHD
 FH0812
 FH0812                          STATION DESCRIPTION
 FH0812
 FH0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0812'9.6 KM (5.95 MI) SSE FROM FORT SMITH.
 FH0812'9.6 KM (5.95 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 71 SOUTHBOUND FROM
 FH0812'THE JUNCTION OF U.S. HIGHWAY 64 IN FORT SMITH, SET VERTICALLY IN THE
 FH0812'SOUTHEAST FACE OF THE SOUTHEASTERNMOST CONCRETE PIER OF INTERSTATE
 FH0812'HIGHWAY 540 OVERPASS BRIDGE OVER HIGHWAY 71 SOUTHBOUND, AND
 FH0812'11.6 METERS (44.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 71
 FH0812'SOUTHBOUND.
 FH0812'THE MARK IS 1.5 M ABOVE GROUND.
 FH0812
 FH0812                          STATION RECOVERY (1988)
 FH0812
 FH0812'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0812'RECOVERED IN GOOD CONDITION.
 FH0812
 FH0812                          STATION RECOVERY (1989)
 FH0812
 FH0812'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0812'RECOVERED IN GOOD CONDITION.
 FH0812
 FH0812                          STATION RECOVERY (1990)
 FH0812
 FH0812'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0812'RECOVERED IN GOOD CONDITION.
 FH0812
 FH0812                          STATION RECOVERY (2004)
 FH0812
 FH0812'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (DFC)
 FH0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0836 ***********************************************************************
 FH0836  DESIGNATION -  G 299
 FH0836  PID         -  FH0836
 FH0836  STATE/COUNTY-  AR/SCOTT
 FH0836  USGS QUAD   -  ABBOTT (1987)
 FH0836
 FH0836                         *CURRENT SURVEY CONTROL
 FH0836  ___________________________________________________________________
 FH0836* NAD 83(1986)-  35 03 46.     (N)    094 09 24.     (W)     SCALED    
 FH0836* NAVD 88     -       184.495  (meters)     605.30   (feet)  ADJUSTED  
 FH0836  ___________________________________________________________________
 FH0836  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FH0836  DYNAMIC HT  -         184.310 (meters)     604.69  (feet)  COMP
 FH0836  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 FH0836
 FH0836  VERT ORDER  -  FIRST     CLASS II
 FH0836
 FH0836.The horizontal coordinates were scaled from a topographic map and have
 FH0836.an estimated accuracy of +/- 6 seconds.
 FH0836
 FH0836.The orthometric height was determined by differential leveling
 FH0836.and adjusted by the National Geodetic Survey in June 1991..
 FH0836
 FH0836.The geoid height was determined by GEOID03.
 FH0836
 FH0836.The dynamic height is computed by dividing the NAVD 88
 FH0836.geopotential number by the normal gravity value computed on the
 FH0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0836.degrees latitude (g = 980.6199 gals.).
 FH0836
 FH0836.The modeled gravity was interpolated from observed gravity values.
 FH0836
 FH0836;                    North         East    Units  Estimated Accuracy
 FH0836;SPC AR N     -    83,080.      203,290.      MT  (+/- 180 meters Scaled)
 FH0836
 FH0836                          SUPERSEDED SURVEY CONTROL
 FH0836
 FH0836.No superseded survey control is available for this station.
 FH0836
 FH0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU945806(NAD 83)
 FH0836_MARKER: I = METAL ROD
 FH0836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0836_SP_SET: STAINLESS STEEL ROD
 FH0836_STAMPING: G 299 1985
 FH0836_MARK LOGO: NGS   
 FH0836_PROJECTION: FLUSH
 FH0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0836_ROD/PIPE-DEPTH: 3.4  meters
 FH0836
 FH0836  HISTORY     - Date     Condition        Report By
 FH0836  HISTORY     - 1985     MONUMENTED       NGS
 FH0836  HISTORY     - 1987     GOOD             USPSQD
 FH0836  HISTORY     - 1988     GOOD             USPSQD
 FH0836  HISTORY     - 1989     GOOD             USPSQD
 FH0836  HISTORY     - 1990     GOOD             USPSQD
 FH0836
 FH0836                          STATION DESCRIPTION
 FH0836
 FH0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0836'9.5 KM (5.9 MI) EAST FROM MANSFIELD.
 FH0836'9.5 KM (5.9 MI) EASTERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 FH0836'STATE ROUTE 96 IN MANSFIELD, ABOUT 30.48 (100.0 FT) WEST OF A CURVE IN
 FH0836'THE HIGHWAY, SET BETWEEN TWO WITNESS POSTS, 11.4 METERS (37.5 FT)
 FH0836'SOUTH OF THE CENTERLINE OF HIGHWAY 71, 0.39 METERS (1.3 FT) NORTH OF A
 FH0836'RIGHT-OF-WAY FENCE LINE, 18.7 METERS (61.3 FT) EAST OF A GUYED
 FH0836'TELEPHONE POLE, AND 18.2 METERS (59.7 FT) WEST OF A TELEPHONE POLE.
 FH0836'NOTE, DRIVEN TO REFUSAL.
 FH0836'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 FH0836'THE MARK IS 0.45 M ABOVE HIGHWAY 71.
 FH0836
 FH0836                          STATION RECOVERY (1987)
 FH0836
 FH0836'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0836'RECOVERED IN GOOD CONDITION.
 FH0836
 FH0836                          STATION RECOVERY (1988)
 FH0836
 FH0836'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0836'RECOVERED IN GOOD CONDITION.
 FH0836
 FH0836                          STATION RECOVERY (1989)
 FH0836
 FH0836'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0836'RECOVERED IN GOOD CONDITION.
 FH0836
 FH0836                          STATION RECOVERY (1990)
 FH0836
 FH0836'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0998 ***********************************************************************
 FG0998  DESIGNATION -  G 30
 FG0998  PID         -  FG0998
 FG0998  STATE/COUNTY-  AR/JOHNSON
 FG0998  USGS QUAD   -  CLARKSVILLE (1993)
 FG0998
 FG0998                         *CURRENT SURVEY CONTROL
 FG0998  ___________________________________________________________________
 FG0998* NAD 83(1986)-  35 25 06.     (N)    093 23 39.     (W)     SCALED    
 FG0998* NAVD 88     -       103.757  (meters)     340.41   (feet)  ADJUSTED  
 FG0998  ___________________________________________________________________
 FG0998  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FG0998  DYNAMIC HT  -         103.661 (meters)     340.09  (feet)  COMP
 FG0998  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FG0998
 FG0998  VERT ORDER  -  FIRST     CLASS II
 FG0998
 FG0998.The horizontal coordinates were scaled from a topographic map and have
 FG0998.an estimated accuracy of +/- 6 seconds.
 FG0998
 FG0998.The orthometric height was determined by differential leveling
 FG0998.and adjusted by the National Geodetic Survey in June 1991..
 FG0998
 FG0998.The geoid height was determined by GEOID03.
 FG0998
 FG0998.The dynamic height is computed by dividing the NAVD 88
 FG0998.geopotential number by the normal gravity value computed on the
 FG0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0998.degrees latitude (g = 980.6199 gals.).
 FG0998
 FG0998.The modeled gravity was interpolated from observed gravity values.
 FG0998
 FG0998;                    North         East    Units  Estimated Accuracy
 FG0998;SPC AR N     -   121,270.      273,390.      MT  (+/- 180 meters Scaled)
 FG0998
 FG0998                          SUPERSEDED SURVEY CONTROL
 FG0998
 FG0998  NGVD 29 (??/??/92)  103.737  (m)          340.34   (f) ADJ UNCH    1 2
 FG0998
 FG0998.Superseded values are not recommended for survey control.
 FG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0998.See file dsdata.txt to determine how the superseded data were derived.
 FG0998
 FG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV642195(NAD 83)
 FG0998_MARKER: DB = BENCH MARK DISK
 FG0998_SETTING: 0 = UNSPECIFIED SETTING
 FG0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0998
 FG0998  HISTORY     - Date     Condition        Report By
 FG0998  HISTORY     - UNK      MONUMENTED       CGS
 FG0998  HISTORY     - 1932     GOOD             NGS
 FG0998  HISTORY     - 1935     GOOD             NGS
 FG0998  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0998
 FG0998                          STATION DESCRIPTION
 FG0998
 FG0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0998'1.5 MI S FROM LAMAR.
 FG0998'ON THE MISSOURI PACIFIC R. R. AT MILE POLE 436/30 POLES, 45 FEET N. OF
 FG0998'1 MILE TO JCT. SIGN BOARD, 400 FEET S. OF HIGHWAY CROSSING AND 45 FEET
 FG0998'W. OF TRACK AT FENCE LINE.
 FG0998
 FG0998                          STATION RECOVERY (1935)
 FG0998
 FG0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0998'RECOVERED IN GOOD CONDITION.
 FG0998
 FG0998                          STATION RECOVERY (1984)
 FG0998
 FG0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0998'SEARCHED FOR AND NOT RECOVERED THIS DATE, IS PRESUMED COVERED OVER BY
 FG0998'FILL ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0696 ***********************************************************************
 EK0696  DESIGNATION -  G 300
 EK0696  PID         -  EK0696
 EK0696  STATE/COUNTY-  AR/SCOTT
 EK0696  USGS QUAD   -  ACORN (1975)
 EK0696
 EK0696                         *CURRENT SURVEY CONTROL
 EK0696  ___________________________________________________________________
 EK0696* NAD 83(1986)-  34 43 21.     (N)    094 08 35.     (W)     SCALED    
 EK0696* NAVD 88     -       267.033  (meters)     876.09   (feet)  ADJUSTED  
 EK0696  ___________________________________________________________________
 EK0696  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EK0696  DYNAMIC HT  -         266.749 (meters)     875.16  (feet)  COMP
 EK0696  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 EK0696
 EK0696  VERT ORDER  -  FIRST     CLASS II
 EK0696
 EK0696.The horizontal coordinates were scaled from a topographic map and have
 EK0696.an estimated accuracy of +/- 6 seconds.
 EK0696
 EK0696.The orthometric height was determined by differential leveling
 EK0696.and adjusted by the National Geodetic Survey in June 1991..
 EK0696
 EK0696.The geoid height was determined by GEOID03.
 EK0696
 EK0696.The dynamic height is computed by dividing the NAVD 88
 EK0696.geopotential number by the normal gravity value computed on the
 EK0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0696.degrees latitude (g = 980.6199 gals.).
 EK0696
 EK0696.The modeled gravity was interpolated from observed gravity values.
 EK0696
 EK0696;                    North         East    Units  Estimated Accuracy
 EK0696;SPC AR N     -    45,310.      203,710.      MT  (+/- 180 meters Scaled)
 EK0696
 EK0696                          SUPERSEDED SURVEY CONTROL
 EK0696
 EK0696.No superseded survey control is available for this station.
 EK0696
 EK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU953428(NAD 83)
 EK0696_MARKER: DB = BENCH MARK DISK
 EK0696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0696_SP_SET: BOX CULVERT
 EK0696_STAMPING: G 300 1985
 EK0696_MARK LOGO: NGS   
 EK0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0696
 EK0696  HISTORY     - Date     Condition        Report By
 EK0696  HISTORY     - 1985     MONUMENTED       NGS
 EK0696  HISTORY     - 1987     GOOD             USPSQD
 EK0696  HISTORY     - 1988     GOOD             USPSQD
 EK0696  HISTORY     - 1989     GOOD             USPSQD
 EK0696  HISTORY     - 1990     GOOD             USPSQD
 EK0696
 EK0696                          STATION DESCRIPTION
 EK0696
 EK0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0696'13.0 KM (8.05 MI) SOUTH FROM BOLES.
 EK0696'13.0 KM (8.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0696'IN BOLES, SET IN TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF
 EK0696'A 12-FEET BOX CULVERT UNDER HIGHWAY 71, AND 5.5 METERS (18.0 FT)
 EK0696'NORTHWEST OF THE CENTERLINE OF HIGHWAY 71.
 EK0696'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 EK0696
 EK0696                          STATION RECOVERY (1987)
 EK0696
 EK0696'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0696'RECOVERED IN GOOD CONDITION.
 EK0696
 EK0696                          STATION RECOVERY (1988)
 EK0696
 EK0696'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0696'RECOVERED IN GOOD CONDITION.
 EK0696
 EK0696                          STATION RECOVERY (1989)
 EK0696
 EK0696'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0696'RECOVERED IN GOOD CONDITION.
 EK0696
 EK0696                          STATION RECOVERY (1990)
 EK0696
 EK0696'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0723 ***********************************************************************
 EK0723  DESIGNATION -  G 301
 EK0723  PID         -  EK0723
 EK0723  STATE/COUNTY-  AR/POLK
 EK0723  USGS QUAD   -  COVE (1984)
 EK0723
 EK0723                         *CURRENT SURVEY CONTROL
 EK0723  ___________________________________________________________________
 EK0723* NAD 83(1986)-  34 29 00.     (N)    094 22 49.     (W)     SCALED    
 EK0723* NAVD 88     -       302.110  (meters)     991.17   (feet)  ADJUSTED  
 EK0723  ___________________________________________________________________
 EK0723  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 EK0723  DYNAMIC HT  -         301.783 (meters)     990.10  (feet)  COMP
 EK0723  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 EK0723
 EK0723  VERT ORDER  -  FIRST     CLASS II
 EK0723
 EK0723.The horizontal coordinates were scaled from a topographic map and have
 EK0723.an estimated accuracy of +/- 6 seconds.
 EK0723
 EK0723.The orthometric height was determined by differential leveling
 EK0723.and adjusted by the National Geodetic Survey in June 1991..
 EK0723
 EK0723.The geoid height was determined by GEOID03.
 EK0723
 EK0723.The dynamic height is computed by dividing the NAVD 88
 EK0723.geopotential number by the normal gravity value computed on the
 EK0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0723.degrees latitude (g = 980.6199 gals.).
 EK0723
 EK0723.The modeled gravity was interpolated from observed gravity values.
 EK0723
 EK0723;                    North         East    Units  Estimated Accuracy
 EK0723;SPC AR S     -   604,040.      181,380.      MT  (+/- 180 meters Scaled)
 EK0723
 EK0723                          SUPERSEDED SURVEY CONTROL
 EK0723
 EK0723.No superseded survey control is available for this station.
 EK0723
 EK0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU732166(NAD 83)
 EK0723_MARKER: DB = BENCH MARK DISK
 EK0723_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0723_SP_SET: BRIDGE ABUTMENT
 EK0723_STAMPING: G 301 1985
 EK0723_MARK LOGO: NGS   
 EK0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0723
 EK0723  HISTORY     - Date     Condition        Report By
 EK0723  HISTORY     - 1985     MONUMENTED       NGS
 EK0723  HISTORY     - 1987     GOOD             USPSQD
 EK0723  HISTORY     - 1989     GOOD             USPSQD
 EK0723  HISTORY     - 1990     GOOD             USPSQD
 EK0723
 EK0723                          STATION DESCRIPTION
 EK0723
 EK0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0723'0.48 KM (0.31 MI) SOUTH FROM HATFIELD.
 EK0723'0.48 KM (0.3 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0723'HATFIELD, SET IN TOP OF THE WEST END OF THE SOUTHWEST ABUTMENT OF THE
 EK0723'HIGHWAY BRIDGE OVER THE KANSAS CITY SOUTHERN RAILROAD, AND 5.8 METERS
 EK0723'(19.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 EK0723
 EK0723                          STATION RECOVERY (1987)
 EK0723
 EK0723'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0723'RECOVERED IN GOOD CONDITION.
 EK0723
 EK0723                          STATION RECOVERY (1989)
 EK0723
 EK0723'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0723'RECOVERED IN GOOD CONDITION.
 EK0723
 EK0723                          STATION RECOVERY (1990)
 EK0723
 EK0723'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0747 ***********************************************************************
 EK0747  DESIGNATION -  G 302
 EK0747  PID         -  EK0747
 EK0747  STATE/COUNTY-  AR/POLK
 EK0747  USGS QUAD   -  GILLHAM (1964)
 EK0747
 EK0747                         *CURRENT SURVEY CONTROL
 EK0747  ___________________________________________________________________
 EK0747* NAD 83(1986)-  34 12 06.     (N)    094 18 56.     (W)     SCALED    
 EK0747* NAVD 88     -       190.895  (meters)     626.29   (feet)  ADJUSTED  
 EK0747  ___________________________________________________________________
 EK0747  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EK0747  DYNAMIC HT  -         190.699 (meters)     625.65  (feet)  COMP
 EK0747  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 EK0747
 EK0747  VERT ORDER  -  FIRST     CLASS II
 EK0747
 EK0747.The horizontal coordinates were scaled from a topographic map and have
 EK0747.an estimated accuracy of +/- 6 seconds.
 EK0747
 EK0747.The orthometric height was determined by differential leveling
 EK0747.and adjusted by the National Geodetic Survey in June 1991..
 EK0747
 EK0747.The geoid height was determined by GEOID03.
 EK0747
 EK0747.The dynamic height is computed by dividing the NAVD 88
 EK0747.geopotential number by the normal gravity value computed on the
 EK0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0747.degrees latitude (g = 980.6199 gals.).
 EK0747
 EK0747.The modeled gravity was interpolated from observed gravity values.
 EK0747
 EK0747;                    North         East    Units  Estimated Accuracy
 EK0747;SPC AR S     -   572,660.      186,620.      MT  (+/- 180 meters Scaled)
 EK0747
 EK0747                          SUPERSEDED SURVEY CONTROL
 EK0747
 EK0747.No superseded survey control is available for this station.
 EK0747
 EK0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT787852(NAD 83)
 EK0747_MARKER: DB = BENCH MARK DISK
 EK0747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0747_SP_SET: CULVERT
 EK0747_STAMPING: G 302 1985
 EK0747_MARK LOGO: NGS   
 EK0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0747
 EK0747  HISTORY     - Date     Condition        Report By
 EK0747  HISTORY     - 1985     MONUMENTED       NGS
 EK0747  HISTORY     - 1988     GOOD             USPSQD
 EK0747  HISTORY     - 1989     GOOD             USPSQD
 EK0747  HISTORY     - 1990     GOOD             USPSQD
 EK0747
 EK0747                          STATION DESCRIPTION
 EK0747
 EK0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0747'5.4 KM (3.4 MI) SOUTH FROM GRANNIS.
 EK0747'5.44 KM (3.4 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0747'GRANNIS, IN A TRIPLE BOX CULVERT IN THE SOUTH ABUTMENT OF THE WEST
 EK0747'SIDE, 1-FOOT NORTH OF THE SOUTHEND, AND 5.06 METERS (16.6 FT) WEST OF
 EK0747'THE CENTERLINE OF THE HIGHWAY.
 EK0747'THE MARK IS 0.15 M BELOW HIGHWAY.
 EK0747
 EK0747                          STATION RECOVERY (1988)
 EK0747
 EK0747'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0747'RECOVERED IN GOOD CONDITION.
 EK0747
 EK0747                          STATION RECOVERY (1989)
 EK0747
 EK0747'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0747'RECOVERED IN GOOD CONDITION.
 EK0747
 EK0747                          STATION RECOVERY (1990)
 EK0747
 EK0747'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1058 ***********************************************************************
 DM1058  DESIGNATION -  G 303
 DM1058  PID         -  DM1058
 DM1058  STATE/COUNTY-  AR/LITTLE RIVER
 DM1058  USGS QUAD   -  CERROGORDO (1975)
 DM1058
 DM1058                         *CURRENT SURVEY CONTROL
 DM1058  ___________________________________________________________________
 DM1058* NAD 83(1986)-  33 54 30.     (N)    094 24 18.     (W)     SCALED    
 DM1058* NAVD 88     -        96.365  (meters)     316.16   (feet)  ADJUSTED  
 DM1058  ___________________________________________________________________
 DM1058  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DM1058  DYNAMIC HT  -          96.267 (meters)     315.84  (feet)  COMP
 DM1058  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 DM1058
 DM1058  VERT ORDER  -  FIRST     CLASS II
 DM1058
 DM1058.The horizontal coordinates were scaled from a topographic map and have
 DM1058.an estimated accuracy of +/- 6 seconds.
 DM1058
 DM1058.The orthometric height was determined by differential leveling
 DM1058.and adjusted by the National Geodetic Survey in June 1991..
 DM1058
 DM1058.The geoid height was determined by GEOID03.
 DM1058
 DM1058.The dynamic height is computed by dividing the NAVD 88
 DM1058.geopotential number by the normal gravity value computed on the
 DM1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1058.degrees latitude (g = 980.6199 gals.).
 DM1058
 DM1058.The modeled gravity was interpolated from observed gravity values.
 DM1058
 DM1058;                    North         East    Units  Estimated Accuracy
 DM1058;SPC AR S     -   540,330.      177,610.      MT  (+/- 180 meters Scaled)
 DM1058
 DM1058                          SUPERSEDED SURVEY CONTROL
 DM1058
 DM1058.No superseded survey control is available for this station.
 DM1058
 DM1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT701528(NAD 83)
 DM1058_MARKER: DB = BENCH MARK DISK
 DM1058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1058_SP_SET: BRIDGE ABUTMENT
 DM1058_STAMPING: G 303 1985
 DM1058_MARK LOGO: NGS   
 DM1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1058
 DM1058  HISTORY     - Date     Condition        Report By
 DM1058  HISTORY     - 1985     MONUMENTED       NGS
 DM1058  HISTORY     - 1987     GOOD             USPSQD
 DM1058  HISTORY     - 1988     GOOD             USPSQD
 DM1058  HISTORY     - 1989     GOOD             USPSQD
 DM1058  HISTORY     - 1990     GOOD             USPSQD
 DM1058  HISTORY     - 19920823 GOOD             USPSQD
 DM1058
 DM1058                          STATION DESCRIPTION
 DM1058
 DM1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1058'5.6 KM (3.85 MI) SOUTH FROM HORATIO.
 DM1058'5.6 KM (3.85 MI) SOUTHERLY ALONG STATE ROUTE 41 FROM THE POST OFFICE
 DM1058'IN HORATIO, SET IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE
 DM1058'HIGHWAY 41 BRIDGE NUMBER 1.34, AND 5.5 METERS (18.0 FT) NORTH OF THE
 DM1058'CENTERLINE OF THE HIGHWAY.
 DM1058'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1058
 DM1058                          STATION RECOVERY (1987)
 DM1058
 DM1058'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1058'RECOVERED IN GOOD CONDITION.
 DM1058
 DM1058                          STATION RECOVERY (1988)
 DM1058
 DM1058'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1058'RECOVERED IN GOOD CONDITION.
 DM1058
 DM1058                          STATION RECOVERY (1989)
 DM1058
 DM1058'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1058'RECOVERED IN GOOD CONDITION.
 DM1058
 DM1058                          STATION RECOVERY (1990)
 DM1058
 DM1058'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1058'RECOVERED IN GOOD CONDITION.
 DM1058
 DM1058                          STATION RECOVERY (1992)
 DM1058
 DM1058'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2618 ***********************************************************************
 EH2618  DESIGNATION -  G 305
 EH2618  PID         -  EH2618
 EH2618  STATE/COUNTY-  AR/PHILLIPS
 EH2618  USGS QUAD   -  ELAINE (1982)
 EH2618
 EH2618                         *CURRENT SURVEY CONTROL
 EH2618  ___________________________________________________________________
 EH2618* NAD 83(1997)-  34 17 02.02509(N)    090 50 26.52423(W)     ADJUSTED  
 EH2618* NAVD 88     -        59.022  (meters)     193.64   (feet)  ADJUSTED  
 EH2618  ___________________________________________________________________
 EH2618  X           -     -77,406.279 (meters)                     COMP
 EH2618  Y           -  -5,275,042.977 (meters)                     COMP
 EH2618  Z           -   3,572,528.414 (meters)                     COMP
 EH2618  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EH2618  ELLIP HEIGHT-          32.40  (meters)          (09/14/99) GPS OBS
 EH2618  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2618  DYNAMIC HT  -          58.963 (meters)     193.45  (feet)  COMP
 EH2618  MODELED GRAV-     979,649.5   (mgal)                       NAVD 88
 EH2618
 EH2618  HORZ ORDER  -  SECOND
 EH2618  VERT ORDER  -  FIRST     CLASS II
 EH2618  ELLP ORDER  -  FOURTH    CLASS I
 EH2618
 EH2618.The horizontal coordinates were established by GPS observations
 EH2618.and adjusted by the National Geodetic Survey in September 1999..
 EH2618
 EH2618.The orthometric height was determined by differential leveling
 EH2618.and adjusted by the National Geodetic Survey in June 1991..
 EH2618
 EH2618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2618
 EH2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2618
 EH2618.The ellipsoidal height was determined by GPS observations
 EH2618.and is referenced to NAD 83.
 EH2618
 EH2618.The geoid height was determined by GEOID03.
 EH2618
 EH2618.The dynamic height is computed by dividing the NAVD 88
 EH2618.geopotential number by the normal gravity value computed on the
 EH2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2618.degrees latitude (g = 980.6199 gals.).
 EH2618
 EH2618.The modeled gravity was interpolated from observed gravity values.
 EH2618
 EH2618;                    North         East     Units Scale Factor Converg.
 EH2618;SPC AR S     -   579,975.809   506,733.985   MT  0.99992791   +0 38 55.9
 EH2618;SPC AR S     - 1,902,803.97  1,662,509.75   sFT  0.99992791   +0 38 55.9
 EH2618;UTM  15      - 3,795,744.808   698,758.079   MT  1.00008698   +1 13 00.2
 EH2618
 EH2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2618!SPC AR S     -   0.99999491  x   0.99992791  =   0.99992282
 EH2618!UTM  15      -   0.99999491  x   1.00008698  =   1.00008189
 EH2618
 EH2618                          SUPERSEDED SURVEY CONTROL
 EH2618
 EH2618  NAD 83(1997)-  34 17 02.02567(N)    090 50 26.52390(W) AD(       ) 2
 EH2618  NAD 83(1986)-  34 17 02.03390(N)    090 50 26.52142(W) AD(       ) 2
 EH2618  NGVD 29 (??/??/??)   59.087  (m)          193.85   (f) ADJUSTED    1 2
 EH2618
 EH2618.Superseded values are not recommended for survey control.
 EH2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2618.See file dsdata.txt to determine how the superseded data were derived.
 EH2618
 EH2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9875895745(NAD 83)
 EH2618_MARKER: I = METAL ROD
 EH2618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2618_SP_SET: STAINLESS STEEL ROD
 EH2618_STAMPING: G 305 1985
 EH2618_MARK LOGO: NGS   
 EH2618_PROJECTION: RECESSED 5 CENTIMETERS
 EH2618_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2618+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 EH2618_ROD/PIPE-DEPTH: 23.2 meters
 EH2618
 EH2618  HISTORY     - Date     Condition        Report By
 EH2618  HISTORY     - 1985     MONUMENTED       NGS
 EH2618  HISTORY     - 1985     GOOD             NGS
 EH2618  HISTORY     - 20000901 GOOD             USE
 EH2618
 EH2618                          STATION DESCRIPTION
 EH2618
 EH2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2618'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHEAST OF ELAINE, ON
 EH2618'THE MAIN LEVEE ALONG THE MISSISSIPPI RIVER, AT A WIDE SPOT WHERE
 EH2618'LEVEE ROAD TURNS FROM NORTHEAST TO SOUTHWEST, IN T 5 S, R 3 E,
 EH2618'WEST EDGE SECTION 6.  OWNERSHIP--LACONIA DRAINAGE AND LEVEE
 EH2618'DISTRICT OF PHILLIPS COUNTY, ARKANSAS, 417 RIGHTOR STREET,
 EH2618'HELENA AR 72342, PHONE 501-338-6731.
 EH2618'
 EH2618'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 IN ELAINE,
 EH2618'GO EAST ON HIGHWAY 20 FOR 5.91 KM (3.7 MI) TO A FORK.   KEEP RIGHT,
 EH2618'EAST, THEN SOUTH, ON OLD CONCRETE ROAD FOR 0.71 KM (0.45 MI) TO THE
 EH2618'LEVEE ROAD.  TURN RIGHT, WESTERLY, FOR 1.41 KM (0.85 MI) TO A FORK
 EH2618'CONTINUE AHEAD FOR 2.78 KM (1.7 MI) TO A CATTLE GUARD.  CONTINUE AHEAD
 EH2618'FOR 1.66 KM (1.0 MI) TO A WIDE SPOT ON THE RIGHT AT CURVE LEFT
 EH2618'AND STATION IN WIDE SPOT.
 EH2618'
 EH2618'STATION MARK, A STANDARD NGS BENCH MARK DATUM POINT CRIMPED TO
 EH2618'A STEEL ROD ENCASED IN A VINYL PIPE AND LOGO CAP, IS FLUSH
 EH2618'WITH THE GROUND.  IT IS ON THE EXTENDED CENTER OF THE ROAD,
 EH2618'8.0 METERS WEST OF THE ROAD CENTER, 0.3 METER EAST OF A FIBERGLASS
 EH2618'WITNESS POST, AND LEVEL WITH THE ROAD.
 EH2618'
 EH2618'THIS STATION IS INTERCISIBLE WITH Z 220.
 EH2618
 EH2618                          STATION RECOVERY (1985)
 EH2618
 EH2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2618'16.0 KM (9.9 MI) NORTH FROM MELLWOOD.
 EH2618'16.0 KM (9.9 MI) NORTHERLY ALONG THE TOP OF THE LEVEE FROM A GRAVEL
 EH2618'ROAD CROSSING IN MELLWOOD, 0.81 KM (0.5 MI) SOUTHWEST OF BENCH MARK Y
 EH2618'221, LOCATED IN THE MIDDLE OF A TRIANGLE SHAPED GRASSY AREA ON THE TOP
 EH2618'OF THE LEVEE, SET BETWEEN TWO WITNESS POSTS, AND 7.9 METERS (26.0 FT)
 EH2618'WEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD.  NOTE, DRIVEN TO
 EH2618'REQUIRED DEPTH.
 EH2618'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 EH2618'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
 EH2618
 EH2618                          STATION RECOVERY (2000)
 EH2618
 EH2618'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1163 ***********************************************************************
 DM1163  DESIGNATION -  G 307
 DM1163  PID         -  DM1163
 DM1163  STATE/COUNTY-  AR/MILLER
 DM1163  USGS QUAD   -  TEXARKANA (1975)
 DM1163
 DM1163                         *CURRENT SURVEY CONTROL
 DM1163  ___________________________________________________________________
 DM1163* NAD 83(1986)-  33 25 49.     (N)    094 00 43.     (W)     SCALED    
 DM1163* NAVD 88     -       103.285  (meters)     338.86   (feet)  ADJUSTED  
 DM1163  ___________________________________________________________________
 DM1163  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM1163  DYNAMIC HT  -         103.175 (meters)     338.50  (feet)  COMP
 DM1163  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 DM1163
 DM1163  VERT ORDER  -  FIRST     CLASS II
 DM1163
 DM1163.The horizontal coordinates were scaled from a topographic map and have
 DM1163.an estimated accuracy of +/- 6 seconds.
 DM1163
 DM1163.The orthometric height was determined by differential leveling
 DM1163.and adjusted by the National Geodetic Survey in June 1991..
 DM1163
 DM1163.The geoid height was determined by GEOID03.
 DM1163
 DM1163.The dynamic height is computed by dividing the NAVD 88
 DM1163.geopotential number by the normal gravity value computed on the
 DM1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1163.degrees latitude (g = 980.6199 gals.).
 DM1163
 DM1163.The modeled gravity was interpolated from observed gravity values.
 DM1163
 DM1163;                    North         East    Units  Estimated Accuracy
 DM1163;SPC AR S     -   486,530.      212,910.      MT  (+/- 180 meters Scaled)
 DM1163
 DM1163                          SUPERSEDED SURVEY CONTROL
 DM1163
 DM1163.No superseded survey control is available for this station.
 DM1163
 DM1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS059994(NAD 83)
 DM1163_MARKER: I = METAL ROD
 DM1163_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1163_SP_SET: STAINLESS STEEL ROD
 DM1163_STAMPING: G 307 1985
 DM1163_MARK LOGO: NGS   
 DM1163_PROJECTION: RECESSED 1 CENTIMETERS
 DM1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1163_ROD/PIPE-DEPTH: 4.6  meters
 DM1163
 DM1163  HISTORY     - Date     Condition        Report By
 DM1163  HISTORY     - 1985     MONUMENTED       NGS
 DM1163  HISTORY     - 19971025 GOOD             USPSQD
 DM1163
 DM1163                          STATION DESCRIPTION
 DM1163
 DM1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1163'3.0 KM (1.85 MI) EAST FROM TEXARKANA.
 DM1163'3.0 KM (1.85 MI) EASTERLY ALONG U.S. HIGHWAY 82 FROM ITS WEST
 DM1163'JUNCTION WITH U.S. HIGHWAY 71 IN TEXARKANA, 12.9 M (42.3 FT) SOUTH
 DM1163'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 7.1 M (23.3
 DM1163'FT) EAST OF THE CENTER OF THE EAST ENTRANCE INTO THE SOUTHWEST
 DM1163'ARKANSAS ELECTRIC COOPERATIVE PARKING LOT, 3.3 M (10.8 FT) SOUTHEAST
 DM1163'OF THE EAST END OF A 2.0 FOOT DRAIN PIPE, AND 1.0 M (3.3 FT) EAST OF
 DM1163'UTILITY POLE NUMBER 22382.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1163'THROUGH A 5-INCH LOGO CAP.
 DM1163'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DM1163
 DM1163                          STATION RECOVERY (1997)
 DM1163
 DM1163'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1102 ***********************************************************************
 DM1102  DESIGNATION -  G 308
 DM1102  PID         -  DM1102
 DM1102  STATE/COUNTY-  AR/LITTLE RIVER
 DM1102  USGS QUAD   -  FOREMAN (1975)
 DM1102
 DM1102                         *CURRENT SURVEY CONTROL
 DM1102  ___________________________________________________________________
 DM1102* NAD 83(1986)-  33 43 18.     (N)    094 23 46.     (W)     SCALED    
 DM1102* NAVD 88     -       127.687  (meters)     418.92   (feet)  ADJUSTED  
 DM1102  ___________________________________________________________________
 DM1102  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DM1102  DYNAMIC HT  -         127.555 (meters)     418.49  (feet)  COMP
 DM1102  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 DM1102
 DM1102  VERT ORDER  -  FIRST     CLASS II
 DM1102
 DM1102.The horizontal coordinates were scaled from a topographic map and have
 DM1102.an estimated accuracy of +/- 6 seconds.
 DM1102
 DM1102.The orthometric height was determined by differential leveling
 DM1102.and adjusted by the National Geodetic Survey in June 1991..
 DM1102
 DM1102.The geoid height was determined by GEOID03.
 DM1102
 DM1102.The dynamic height is computed by dividing the NAVD 88
 DM1102.geopotential number by the normal gravity value computed on the
 DM1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1102.degrees latitude (g = 980.6199 gals.).
 DM1102
 DM1102.The modeled gravity was interpolated from observed gravity values.
 DM1102
 DM1102;                    North         East    Units  Estimated Accuracy
 DM1102;SPC AR S     -   519,610.      177,950.      MT  (+/- 180 meters Scaled)
 DM1102
 DM1102                          SUPERSEDED SURVEY CONTROL
 DM1102
 DM1102.No superseded survey control is available for this station.
 DM1102
 DM1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT706321(NAD 83)
 DM1102_MARKER: I = METAL ROD
 DM1102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1102_SP_SET: STAINLESS STEEL ROD
 DM1102_STAMPING: G 308 1986
 DM1102_MARK LOGO: NGS   
 DM1102_PROJECTION: RECESSED 1 CENTIMETERS
 DM1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1102+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1989
 DM1102_ROD/PIPE-DEPTH: 6.7  meters
 DM1102
 DM1102  HISTORY     - Date     Condition        Report By
 DM1102  HISTORY     - 1986     MONUMENTED       NGS
 DM1102  HISTORY     - 19890701 GOOD             NGS
 DM1102
 DM1102                          STATION DESCRIPTION
 DM1102
 DM1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1102'IN FOREMAN.
 DM1102'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DM1102'IN FOREMAN, AT THE JUNCTION OF STATE HIGHWAY 32 AND BELL STREET, 10.4
 DM1102'M (34.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.9 M (29.2 FT)
 DM1102'WEST OF THE CENTER OF THE STREET, AND 0.8 M (2.6 FT) NORTH OF UTILITY
 DM1102'POLE NUMBER 13758.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DM1102'5-INCH LOGO CAP.
 DM1102
 DM1102                          STATION RECOVERY (1989)
 DM1102
 DM1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DM1102'STATION IS LOCATED ABOUT 25.4 KM (15.8 MI) NORTHWEST OF ASHDOWN, 12.5
 DM1102'KM (7.8 MI) SOUTHWEST OF WINTHROP, AND 0.1 KM (0.1 MI) EAST OF
 DM1102'FOREMAN. OWNERSHIP--CITY OF FOREMAN.
 DM1102'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 41 IN FOREMAN. GO
 DM1102'WEST ON STATE HIGHWAY 32 (SECOND STREET) FOR 0.36 KM (0.22 MI) TO
 DM1102'BELL STREET AND THE STATION ON THE RIGHT.
 DM1102'STATION IS A PUNCH MARK ON THE TOP OF A 5/8 INCH STAINLESS ROD.
 DM1102'INCASED IN A 5 INCH PVC PIPE.  ACCESS IS THROUGH A 5 INCH LOGO CAP
 DM1102'STAMPED---G 308 1986---.  IT IS 10.4 M (34.1 FT) NORTH OF THE
 DM1102'CENTERLINE OF STATE HIGHWAY 32, 8.9 M (29.2 FT) WEST OF THE CENTER OF
 DM1102'BELL STREET, AND 0.8 M (2.6 FT) NORTH-NORTHWEST OF UTILITY POLE
 DM1102'NUMBER 13758.
 DM1102'DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0913 ***********************************************************************
 GG0913  DESIGNATION -  G 309
 GG0913  PID         -  GG0913
 GG0913  STATE/COUNTY-  AR/WASHINGTON
 GG0913  USGS QUAD   -  SONORA (1994)
 GG0913
 GG0913                         *CURRENT SURVEY CONTROL
 GG0913  ___________________________________________________________________
 GG0913* NAD 83(1986)-  36 12 10.     (N)    094 07 24.     (W)     SCALED    
 GG0913* NAVD 88     -       411.166  (meters)    1348.97   (feet)  ADJUSTED  
 GG0913  ___________________________________________________________________
 GG0913  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0913  DYNAMIC HT  -         410.799 (meters)    1347.76  (feet)  COMP
 GG0913  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 GG0913
 GG0913  VERT ORDER  -  FIRST     CLASS II
 GG0913
 GG0913.The horizontal coordinates were scaled from a topographic map and have
 GG0913.an estimated accuracy of +/- 6 seconds.
 GG0913
 GG0913.The orthometric height was determined by differential leveling
 GG0913.and adjusted by the National Geodetic Survey in June 1991..
 GG0913
 GG0913.The geoid height was determined by GEOID03.
 GG0913
 GG0913.The dynamic height is computed by dividing the NAVD 88
 GG0913.geopotential number by the normal gravity value computed on the
 GG0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0913.degrees latitude (g = 980.6199 gals.).
 GG0913
 GG0913.The modeled gravity was interpolated from observed gravity values.
 GG0913
 GG0913;                    North         East    Units  Estimated Accuracy
 GG0913;SPC AR N     -   209,460.      209,060.      MT  (+/- 180 meters Scaled)
 GG0913
 GG0913                          SUPERSEDED SURVEY CONTROL
 GG0913
 GG0913  NGVD 29 (10/05/93)  411.009  (m)         1348.45   (f) ADJUSTED    1 2
 GG0913
 GG0913.Superseded values are not recommended for survey control.
 GG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0913.See file dsdata.txt to determine how the superseded data were derived.
 GG0913
 GG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA990070(NAD 83)
 GG0913_MARKER: I = METAL ROD
 GG0913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0913_SP_SET: STAINLESS STEEL ROD
 GG0913_STAMPING: G 309 1989
 GG0913_MARK LOGO: NGS   
 GG0913_PROJECTION: FLUSH
 GG0913_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0913+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0913_ROD/PIPE-DEPTH: 3.4  meters
 GG0913
 GG0913  HISTORY     - Date     Condition        Report By
 GG0913  HISTORY     - 1989     MONUMENTED       NGS
 GG0913  HISTORY     - 19990515 GOOD             USPSQD
 GG0913  HISTORY     - 20060221 GOOD             INDIV
 GG0913
 GG0913                          STATION DESCRIPTION
 GG0913
 GG0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0913'2.2 KM (1.35 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD
 GG0913'FROM THE JUNCTION OF STATE HIGHWAY 68 IN SPRINGDALE, 14.3 M (46.9 FT)
 GG0913'EAST OF THE NEAR RAIL, 6.3 M (20.7 FT) SOUTH OF THE CENTERLINE OF
 GG0913'RANDALL WOBBLE LANE, 2.2 M (7.2 FT) SOUTHWEST OF THE NORTHWEST CORNER
 GG0913'OF A FENCE AROUND SEALY FURNITURE COMPANY, 0.6 M (2.0 FT) NORTH OF
 GG0913'UTILITY POLE NUMBER 977, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE LANE,
 GG0913'AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO DATUM
 GG0913'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GG0913
 GG0913                          STATION RECOVERY (1999)
 GG0913
 GG0913'RECOVERY NOTE BY US POWER SQUADRON 1999
 GG0913'RECOVERED IN GOOD CONDITION.
 GG0913
 GG0913                          STATION RECOVERY (2006)
 GG0913
 GG0913'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KCD)
 GG0913'RECOVERED IN GOOD CONDITION.
 GG0913'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0205 ***********************************************************************
 GG0205  DESIGNATION -  G 31
 GG0205  PID         -  GG0205
 GG0205  STATE/COUNTY-  AR/BENTON
 GG0205  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0205
 GG0205                         *CURRENT SURVEY CONTROL
 GG0205  ___________________________________________________________________
 GG0205* NAD 83(1986)-  36 08 37.     (N)    094 33 34.     (W)     SCALED    
 GG0205* NAVD 88     -       296.648  (meters)     973.25   (feet)  ADJUSTED  
 GG0205  ___________________________________________________________________
 GG0205  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GG0205  DYNAMIC HT  -         296.386 (meters)     972.39  (feet)  COMP
 GG0205  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 GG0205
 GG0205  VERT ORDER  -  SECOND    CLASS 0
 GG0205
 GG0205.The horizontal coordinates were scaled from a topographic map and have
 GG0205.an estimated accuracy of +/- 6 seconds.
 GG0205
 GG0205.The orthometric height was determined by differential leveling
 GG0205.and adjusted by the National Geodetic Survey in June 1991..
 GG0205
 GG0205.The geoid height was determined by GEOID03.
 GG0205
 GG0205.The dynamic height is computed by dividing the NAVD 88
 GG0205.geopotential number by the normal gravity value computed on the
 GG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0205.degrees latitude (g = 980.6199 gals.).
 GG0205
 GG0205.The modeled gravity was interpolated from observed gravity values.
 GG0205
 GG0205;                    North         East    Units  Estimated Accuracy
 GG0205;SPC AR N     -   203,830.      169,680.      MT  (+/- 180 meters Scaled)
 GG0205
 GG0205                          SUPERSEDED SURVEY CONTROL
 GG0205
 GG0205  NGVD 29 (??/??/92)  296.514  (m)          972.81   (f) ADJ UNCH    2 0
 GG0205
 GG0205.Superseded values are not recommended for survey control.
 GG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0205.See file dsdata.txt to determine how the superseded data were derived.
 GG0205
 GG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA597010(NAD 83)
 GG0205_MARKER: P = PIPE CAP
 GG0205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GG0205_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GG0205_STAMPING: G-31 1934
 GG0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0205
 GG0205  HISTORY     - Date     Condition        Report By
 GG0205  HISTORY     - 1934     MONUMENTED       USGS
 GG0205  HISTORY     - 1934     GOOD             NGS
 GG0205  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0205
 GG0205                          STATION DESCRIPTION
 GG0205
 GG0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GG0205'AT ARKANSAS STATE LINE.
 GG0205'AT ARKANSAS STATE LINE. OKLAHOMA.  IN ARKANSAS ON KANSAS CITY
 GG0205'SOUTHERN RAILROAD.  20 FEET SOUTH OF THE TRACK.
 GG0205
 GG0205                          STATION RECOVERY (1987)
 GG0205
 GG0205'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1247 ***********************************************************************
 DL1247  DESIGNATION -  G 310
 DL1247  PID         -  DL1247
 DL1247  STATE/COUNTY-  AR/MILLER
 DL1247  USGS QUAD   -  FOUKE NE (1975)
 DL1247
 DL1247                         *CURRENT SURVEY CONTROL
 DL1247  ___________________________________________________________________
 DL1247* NAD 83(1986)-  33 25 06.     (N)    093 50 34.     (W)     SCALED    
 DL1247* NAVD 88     -        74.018  (meters)     242.84   (feet)  ADJUSTED  
 DL1247  ___________________________________________________________________
 DL1247  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DL1247  DYNAMIC HT  -          73.939 (meters)     242.58  (feet)  COMP
 DL1247  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DL1247
 DL1247  VERT ORDER  -  FIRST     CLASS II
 DL1247
 DL1247.The horizontal coordinates were scaled from a topographic map and have
 DL1247.an estimated accuracy of +/- 6 seconds.
 DL1247
 DL1247.The orthometric height was determined by differential leveling
 DL1247.and adjusted by the National Geodetic Survey in June 1991..
 DL1247
 DL1247.The geoid height was determined by GEOID03.
 DL1247
 DL1247.The dynamic height is computed by dividing the NAVD 88
 DL1247.geopotential number by the normal gravity value computed on the
 DL1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1247.degrees latitude (g = 980.6199 gals.).
 DL1247
 DL1247.The modeled gravity was interpolated from observed gravity values.
 DL1247
 DL1247;                    North         East    Units  Estimated Accuracy
 DL1247;SPC AR S     -   484,910.      228,620.      MT  (+/- 180 meters Scaled)
 DL1247
 DL1247                          SUPERSEDED SURVEY CONTROL
 DL1247
 DL1247.No superseded survey control is available for this station.
 DL1247
 DL1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS216979(NAD 83)
 DL1247_MARKER: I = METAL ROD
 DL1247_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1247_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DL1247_STAMPING: G 310 1986
 DL1247_MARK LOGO: NGS   
 DL1247_PROJECTION: FLUSH
 DL1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL1247+STABILITY: POSITION/ELEVATION WELL
 DL1247_ROD/PIPE-DEPTH: 35.0 meters
 DL1247_SLEEVE-DEPTH  : 7.6 meters
 DL1247
 DL1247  HISTORY     - Date     Condition        Report By
 DL1247  HISTORY     - 1986     MONUMENTED       NGS
 DL1247
 DL1247                          STATION DESCRIPTION
 DL1247
 DL1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DL1247'17.0 KM (10.55 MI) NW FROM GARLAND CITY.
 DL1247'17.0 KM (10.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 82 FROM ITS
 DL1247'JUNCTION WITH STATE HIGHWAY 134 IN GARLAND CITY, OR 19.1 KM (11.85
 DL1247'MI) EASTERLY ALONG U.S. HIGHAY 82 FROM ITS JUNCTION WITH U.S.
 DL1247'HIGHWAY 71 IN TEXARKANA, 77.7 M (254.9 FT) EAST OF THE EXTENDED
 DL1247'CENTER OF A GRAVELED ROAD LEADING SOUTH, 17.3 M (56.8 FT) NORTH OF
 DL1247'THE CENTERLINE OF THE HIGHWAY, 14.7 M (48.2 FT) EAST OF TELEPHONE
 DL1247'PEDESTAL NUMBER 212 232, AND 4.8 M (15.7 FT) SOUTH OF A UTILITY POLE.
 DL1247'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DL1247'THE MARK IS 2.4 METERS  S FROM  A WITNESS POST AND FENCE
 DL1247'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1201 ***********************************************************************
 FH1201  DESIGNATION -  G 311
 FH1201  PID         -  FH1201
 FH1201  STATE/COUNTY-  AR/SEBASTIAN
 FH1201  USGS QUAD   -  VAN BUREN (1997)
 FH1201
 FH1201                         *CURRENT SURVEY CONTROL
 FH1201  ___________________________________________________________________
 FH1201* NAD 83(1986)-  35 25 53.     (N)    094 22 00.     (W)     SCALED    
 FH1201* NAVD 88     -       126.410  (meters)     414.73   (feet)  ADJUSTED  
 FH1201  ___________________________________________________________________
 FH1201  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FH1201  DYNAMIC HT  -         126.291 (meters)     414.34  (feet)  COMP
 FH1201  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FH1201
 FH1201  VERT ORDER  -  FIRST     CLASS II
 FH1201
 FH1201.The horizontal coordinates were scaled from a topographic map and have
 FH1201.an estimated accuracy of +/- 6 seconds.
 FH1201
 FH1201.The orthometric height was determined by differential leveling
 FH1201.and adjusted by the National Geodetic Survey in June 1991..
 FH1201
 FH1201.The geoid height was determined by GEOID03.
 FH1201
 FH1201.The dynamic height is computed by dividing the NAVD 88
 FH1201.geopotential number by the normal gravity value computed on the
 FH1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1201.degrees latitude (g = 980.6199 gals.).
 FH1201
 FH1201.The modeled gravity was interpolated from observed gravity values.
 FH1201
 FH1201;                    North         East    Units  Estimated Accuracy
 FH1201;SPC AR N     -   124,400.      185,130.      MT  (+/- 180 meters Scaled)
 FH1201
 FH1201                          SUPERSEDED SURVEY CONTROL
 FH1201
 FH1201  NGVD 29 (10/05/93)  126.321  (m)          414.44   (f) ADJUSTED    1 2
 FH1201
 FH1201.Superseded values are not recommended for survey control.
 FH1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1201.See file dsdata.txt to determine how the superseded data were derived.
 FH1201
 FH1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV759217(NAD 83)
 FH1201_MARKER: DV = VERTICAL CONTROL DISK
 FH1201_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH1201_SP_SET: ABUTMENT
 FH1201_STAMPING: G 311 1989
 FH1201_MARK LOGO: NGS   
 FH1201_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1201+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1201
 FH1201  HISTORY     - Date     Condition        Report By
 FH1201  HISTORY     - 1989     MONUMENTED       NGS
 FH1201
 FH1201                          STATION DESCRIPTION
 FH1201
 FH1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1201'IN FORT SMITH, AT THE INTERSECTION OF THE ARKANSAS AND MISSOURI
 FH1201'RAILROAD AND THE ARKANSAS RIVER, IN TOP OF AND 0.6 M (2.0 FT)
 FH1201'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 FH1201'THE RAILROAD BRIDGE SPANNING THE RIVER, 2.3 M (7.5 FT) NORTHWEST OF
 FH1201'THE NEAR RAIL, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1224 ***********************************************************************
 FH1224  DESIGNATION -  G 312
 FH1224  PID         -  FH1224
 FH1224  STATE/COUNTY-  AR/CRAWFORD
 FH1224  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1224
 FH1224                         *CURRENT SURVEY CONTROL
 FH1224  ___________________________________________________________________
 FH1224* NAD 83(1986)-  35 40 09.     (N)    094 09 20.     (W)     SCALED    
 FH1224* NAVD 88     -       336.519  (meters)    1104.06   (feet)  ADJUSTED  
 FH1224  ___________________________________________________________________
 FH1224  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FH1224  DYNAMIC HT  -         336.204 (meters)    1103.03  (feet)  COMP
 FH1224  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 FH1224
 FH1224  VERT ORDER  -  FIRST     CLASS II
 FH1224
 FH1224.The horizontal coordinates were scaled from a topographic map and have
 FH1224.an estimated accuracy of +/- 6 seconds.
 FH1224
 FH1224.The orthometric height was determined by differential leveling
 FH1224.and adjusted by the National Geodetic Survey in June 1991..
 FH1224
 FH1224.The geoid height was determined by GEOID03.
 FH1224
 FH1224.The dynamic height is computed by dividing the NAVD 88
 FH1224.geopotential number by the normal gravity value computed on the
 FH1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1224.degrees latitude (g = 980.6199 gals.).
 FH1224
 FH1224.The modeled gravity was interpolated from observed gravity values.
 FH1224
 FH1224;                    North         East    Units  Estimated Accuracy
 FH1224;SPC AR N     -   150,340.      204,870.      MT  (+/- 180 meters Scaled)
 FH1224
 FH1224                          SUPERSEDED SURVEY CONTROL
 FH1224
 FH1224  NGVD 29 (10/05/93)  336.382  (m)         1103.61   (f) ADJUSTED    1 2
 FH1224
 FH1224.Superseded values are not recommended for survey control.
 FH1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1224.See file dsdata.txt to determine how the superseded data were derived.
 FH1224
 FH1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV954478(NAD 83)
 FH1224_MARKER: DV = VERTICAL CONTROL DISK
 FH1224_SETTING: 66 = SET IN ROCK OUTCROP
 FH1224_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1224_STAMPING: G 312 1989
 FH1224_MARK LOGO: NGS   
 FH1224_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1224+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1224
 FH1224  HISTORY     - Date     Condition        Report By
 FH1224  HISTORY     - 1989     MONUMENTED       NGS
 FH1224
 FH1224                          STATION DESCRIPTION
 FH1224
 FH1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1224'4.2 KM (2.60 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1224'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, SET VERTICALLY IN
 FH1224'THE WEST FACE OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 70.7 M
 FH1224'(232.0 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING NORTHEAST,
 FH1224'15.5 M (50.9 FT) EAST OF THE CENTER OF THE HIGHWAY, 1.2 M (3.9 FT)
 FH1224'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS
 FH1224'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0971 ***********************************************************************
 GF0971  DESIGNATION -  G 313
 GF0971  PID         -  GF0971
 GF0971  STATE/COUNTY-  AR/BENTON
 GF0971  USGS QUAD   -  GARFIELD (1976)
 GF0971
 GF0971                         *CURRENT SURVEY CONTROL
 GF0971  ___________________________________________________________________
 GF0971* NAD 83(1986)-  36 28 30.     (N)    093 56 58.     (W)     SCALED    
 GF0971* NAVD 88     -       500.861  (meters)    1643.24   (feet)  ADJUSTED  
 GF0971  ___________________________________________________________________
 GF0971  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0971  DYNAMIC HT  -         500.419 (meters)    1641.79  (feet)  COMP
 GF0971  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 GF0971
 GF0971  VERT ORDER  -  FIRST     CLASS II
 GF0971
 GF0971.The horizontal coordinates were scaled from a topographic map and have
 GF0971.an estimated accuracy of +/- 6 seconds.
 GF0971
 GF0971.The orthometric height was determined by differential leveling
 GF0971.and adjusted by the National Geodetic Survey in June 1991..
 GF0971
 GF0971.The geoid height was determined by GEOID03.
 GF0971
 GF0971.The dynamic height is computed by dividing the NAVD 88
 GF0971.geopotential number by the normal gravity value computed on the
 GF0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0971.degrees latitude (g = 980.6199 gals.).
 GF0971
 GF0971.The modeled gravity was interpolated from observed gravity values.
 GF0971
 GF0971;                    North         East    Units  Estimated Accuracy
 GF0971;SPC AR N     -   239,340.      225,290.      MT  (+/- 180 meters Scaled)
 GF0971
 GF0971                          SUPERSEDED SURVEY CONTROL
 GF0971
 GF0971  NGVD 29 (10/05/93)  500.701  (m)         1642.72   (f) ADJUSTED    1 2
 GF0971
 GF0971.Superseded values are not recommended for survey control.
 GF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0971.See file dsdata.txt to determine how the superseded data were derived.
 GF0971
 GF0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA149370(NAD 83)
 GF0971_MARKER: DV = VERTICAL CONTROL DISK
 GF0971_SETTING: 66 = SET IN ROCK OUTCROP
 GF0971_SP_SET: IN A DRILL HOLE IN BEDROCK
 GF0971_STAMPING: G 313 1989
 GF0971_MARK LOGO: NGS   
 GF0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0971+STABILITY: POSITION/ELEVATION WELL
 GF0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0971+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0971
 GF0971  HISTORY     - Date     Condition        Report By
 GF0971  HISTORY     - 1989     MONUMENTED       NGS
 GF0971
 GF0971                          STATION DESCRIPTION
 GF0971
 GF0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0971'4.0 KM (2.50 MI) NORTHERLY ALONG U.S. HIGHWAY 62 FROM THE POST
 GF0971'OFFICE IN GARFIELD, IN A 3 BY 5 FOOT EXPOSED AREA OF BEDROCK IN A
 GF0971'HIGHWAY CUT, 164.0 M (538.1 FT) SOUTH OF THE CENTER OF A ROAD LEADING
 GF0971'EAST, 8.7 M (28.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.0 M
 GF0971'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A
 GF0971'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2171 ***********************************************************************
 FF2171  DESIGNATION -  G 314
 FF2171  PID         -  FF2171
 FF2171  STATE/COUNTY-  AR/CRITTENDEN
 FF2171  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2171
 FF2171                         *CURRENT SURVEY CONTROL
 FF2171  ___________________________________________________________________
 FF2171* NAD 83(1986)-  35 10 59.     (N)    090 09 11.     (W)     SCALED    
 FF2171* NAVD 88     -        66.232  (meters)     217.30   (feet)  ADJUSTED  
 FF2171  ___________________________________________________________________
 FF2171  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF2171  DYNAMIC HT  -          66.172 (meters)     217.10  (feet)  COMP
 FF2171  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 FF2171
 FF2171  VERT ORDER  -  FIRST     CLASS II
 FF2171
 FF2171.The horizontal coordinates were scaled from a topographic map and have
 FF2171.an estimated accuracy of +/- 6 seconds.
 FF2171
 FF2171.The orthometric height was determined by differential leveling
 FF2171.and adjusted by the National Geodetic Survey in January 1995..
 FF2171
 FF2171.The geoid height was determined by GEOID03.
 FF2171
 FF2171.The dynamic height is computed by dividing the NAVD 88
 FF2171.geopotential number by the normal gravity value computed on the
 FF2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2171.degrees latitude (g = 980.6199 gals.).
 FF2171
 FF2171.The modeled gravity was interpolated from observed gravity values.
 FF2171
 FF2171;                    North         East    Units  Estimated Accuracy
 FF2171;SPC AR N     -    95,850.      568,210.      MT  (+/- 180 meters Scaled)
 FF2171
 FF2171                          SUPERSEDED SURVEY CONTROL
 FF2171
 FF2171  NGVD 29 (10/05/93)   66.234  (m)          217.30   (f) ADJUSTED    1 2
 FF2171
 FF2171.Superseded values are not recommended for survey control.
 FF2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2171.See file dsdata.txt to determine how the superseded data were derived.
 FF2171
 FF2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU592970(NAD 83)
 FF2171_MARKER: I = METAL ROD
 FF2171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2171_SP_SET: STAINLESS STEEL ROD
 FF2171_STAMPING: G 314 1990
 FF2171_MARK LOGO: NGS   
 FF2171_PROJECTION: FLUSH
 FF2171_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2171+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF2171_ROD/PIPE-DEPTH: 21.9 meters
 FF2171
 FF2171  HISTORY     - Date     Condition        Report By
 FF2171  HISTORY     - 1990     MONUMENTED       NGS
 FF2171  HISTORY     - 20021016 GOOD             USACE
 FF2171
 FF2171                          STATION DESCRIPTION
 FF2171
 FF2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2171'5.4 KM (3.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF2171'FROM THE JUNCTION OF U.S. HIGHWAY 64 IN MARION, 13.0 M (42.7 FT)
 FF2171'SOUTHWEST OF THE NEAR RAIL, 11.2 M (36.7 FT) SOUTHEAST OF THE CENTER
 FF2171'OF A DIRT ROAD, 4.0 M (13.1 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3
 FF2171'M (1.0 FT) NORTHWEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 FF2171'POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2171
 FF2171                          STATION RECOVERY (2002)
 FF2171
 FF2171'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2201 ***********************************************************************
 FF2201  DESIGNATION -  G 315
 FF2201  PID         -  FF2201
 FF2201  STATE/COUNTY-  AR/CRAIGHEAD
 FF2201  USGS QUAD   -  HERMAN (1980)
 FF2201
 FF2201                         *CURRENT SURVEY CONTROL
 FF2201  ___________________________________________________________________
 FF2201* NAD 83(1986)-  35 50 26.     (N)    090 45 07.     (W)     SCALED    
 FF2201* NAVD 88     -        96.919  (meters)     317.98   (feet)  ADJUSTED  
 FF2201  ___________________________________________________________________
 FF2201  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF2201  DYNAMIC HT  -          96.836 (meters)     317.70  (feet)  COMP
 FF2201  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 FF2201
 FF2201  VERT ORDER  -  FIRST     CLASS II
 FF2201
 FF2201.The horizontal coordinates were scaled from a topographic map and have
 FF2201.an estimated accuracy of +/- 6 seconds.
 FF2201
 FF2201.The orthometric height was determined by differential leveling
 FF2201.and adjusted by the National Geodetic Survey in January 1995..
 FF2201
 FF2201.The geoid height was determined by GEOID03.
 FF2201
 FF2201.The dynamic height is computed by dividing the NAVD 88
 FF2201.geopotential number by the normal gravity value computed on the
 FF2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2201.degrees latitude (g = 980.6199 gals.).
 FF2201
 FF2201.The modeled gravity was interpolated from observed gravity values.
 FF2201
 FF2201;                    North         East    Units  Estimated Accuracy
 FF2201;SPC AR N     -   167,930.      512,750.      MT  (+/- 180 meters Scaled)
 FF2201
 FF2201                          SUPERSEDED SURVEY CONTROL
 FF2201
 FF2201  NGVD 29 (10/05/93)   96.836  (m)          317.70   (f) ADJUSTED    1 2
 FF2201
 FF2201.Superseded values are not recommended for survey control.
 FF2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2201.See file dsdata.txt to determine how the superseded data were derived.
 FF2201
 FF2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV030685(NAD 83)
 FF2201_MARKER: DV = VERTICAL CONTROL DISK
 FF2201_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF2201_SP_SET: ABUTMENT
 FF2201_STAMPING: G 315 1990
 FF2201_MARK LOGO: NGS   
 FF2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2201+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 FF2201
 FF2201  HISTORY     - Date     Condition        Report By
 FF2201  HISTORY     - 1990     MONUMENTED       NGS
 FF2201  HISTORY     - 20020826 GOOD             USACE
 FF2201  HISTORY     - 20030514 GOOD             JCLS
 FF2201
 FF2201                          STATION DESCRIPTION
 FF2201
 FF2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2201'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 BYPASS FROM THE
 FF2201'JUNCTION OF U.S. HIGHWAY 63 BUSINESS IN JONESBORO, IN TOP OF AND 0.9
 FF2201'M (3.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE
 FF2201'NORTHBOUND HIGHWAY OVERPASS OF THE BURLINGTON NORTHERN RAILROAD, 39.5
 FF2201'M (129.6 FT) NORTH OF THE NEAR RAIL, 7.8 M (25.6 FT) NORTHEAST OF THE
 FF2201'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 FF2201'ABOVE THE LEVEL OF THE HIGHWAY.
 FF2201
 FF2201                          STATION RECOVERY (2002)
 FF2201
 FF2201'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2201'RECOVERED IN GOOD CONDITION.
 FF2201
 FF2201                          STATION RECOVERY (2003)
 FF2201
 FF2201'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 FF2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1227 ***********************************************************************
 GE1227  DESIGNATION -  G 316
 GE1227  PID         -  GE1227
 GE1227  STATE/COUNTY-  AR/LAWRENCE
 GE1227  USGS QUAD   -  IMBODEN (1981)
 GE1227
 GE1227                         *CURRENT SURVEY CONTROL
 GE1227  ___________________________________________________________________
 GE1227* NAD 83(1986)-  36 11 06.     (N)    091 09 44.     (W)     SCALED    
 GE1227* NAVD 88     -       101.448  (meters)     332.83   (feet)  ADJUSTED  
 GE1227  ___________________________________________________________________
 GE1227  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE1227  DYNAMIC HT  -         101.365 (meters)     332.56  (feet)  COMP
 GE1227  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 GE1227
 GE1227  VERT ORDER  -  FIRST     CLASS II
 GE1227
 GE1227.The horizontal coordinates were scaled from a topographic map and have
 GE1227.an estimated accuracy of +/- 6 seconds.
 GE1227
 GE1227.The orthometric height was determined by differential leveling
 GE1227.and adjusted by the National Geodetic Survey in January 1995..
 GE1227
 GE1227.The geoid height was determined by GEOID03.
 GE1227
 GE1227.The dynamic height is computed by dividing the NAVD 88
 GE1227.geopotential number by the normal gravity value computed on the
 GE1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1227.degrees latitude (g = 980.6199 gals.).
 GE1227
 GE1227.The modeled gravity was interpolated from observed gravity values.
 GE1227
 GE1227;                    North         East    Units  Estimated Accuracy
 GE1227;SPC AR N     -   205,750.      475,360.      MT  (+/- 180 meters Scaled)
 GE1227
 GE1227                          SUPERSEDED SURVEY CONTROL
 GE1227
 GE1227  NGVD 29 (10/05/93)  101.354  (m)          332.53   (f) ADJUSTED    1 2
 GE1227
 GE1227.Superseded values are not recommended for survey control.
 GE1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1227.See file dsdata.txt to determine how the superseded data were derived.
 GE1227
 GE1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA652060(NAD 83)
 GE1227_MARKER: DV = VERTICAL CONTROL DISK
 GE1227_SETTING: 66 = SET IN ROCK OUTCROP
 GE1227_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1227_STAMPING: G 316 1990
 GE1227_MARK LOGO: NGS   
 GE1227_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1227+STABILITY: POSITION/ELEVATION WELL
 GE1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1227+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1227
 GE1227  HISTORY     - Date     Condition        Report By
 GE1227  HISTORY     - 1990     MONUMENTED       NGS
 GE1227
 GE1227                          STATION DESCRIPTION
 GE1227
 GE1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1227'2.2 KM (1.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1227'U.S. HIGHWAY 62 IN IMBODEN, IN THE EASTERN 1/3 OF AN 8 BY 19-FOOT
 GE1227'AREA OF OUTCROPPING BEDROCK, 144.0 M (472.4 FT) SOUTH OF THE CENTER
 GE1227'OF A GATE AND TRACK ROAD LEADING EAST, 28.4 M (93.2 FT) SOUTH OF A
 GE1227'UTILITY POLE, 14.2 M (46.6 FT) EAST OF THE HIGHWAY CENTERLINE, 4.4 M
 GE1227'(14.4 FT) WEST OF A FENCE, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 GE1227'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0815 ***********************************************************************
 FF0815  DESIGNATION -  G 33
 FF0815  PID         -  FF0815
 FF0815  STATE/COUNTY-  AR/CRAIGHEAD
 FF0815  USGS QUAD   -  NEEDHAM (1983)
 FF0815
 FF0815                         *CURRENT SURVEY CONTROL
 FF0815  ___________________________________________________________________
 FF0815* NAD 83(1986)-  35 49 04.     (N)    090 35 03.     (W)     SCALED    
 FF0815* NAVD 88     -        71.708  (meters)     235.26   (feet)  POSTED    
 FF0815  ___________________________________________________________________
 FF0815  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FF0815  DYNAMIC HT  -          71.650 (meters)     235.07  (feet)  COMP
 FF0815  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 FF0815
 FF0815  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0815
 FF0815.The horizontal coordinates were scaled from a topographic map and have
 FF0815.an estimated accuracy of +/- 6 seconds.
 FF0815
 FF0815.The orthometric height was determined by differential leveling
 FF0815.and adjusted by the National Geodetic Survey in 1992..
 FF0815.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0815.rate of 1.1 thru 2.0 mm/km.
 FF0815
 FF0815.The geoid height was determined by GEOID03.
 FF0815
 FF0815.The dynamic height is computed by dividing the NAVD 88
 FF0815.geopotential number by the normal gravity value computed on the
 FF0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0815.degrees latitude (g = 980.6199 gals.).
 FF0815
 FF0815.The modeled gravity was interpolated from observed gravity values.
 FF0815
 FF0815;                    North         East    Units  Estimated Accuracy
 FF0815;SPC AR N     -   165,610.      527,940.      MT  (+/- 180 meters Scaled)
 FF0815
 FF0815                          SUPERSEDED SURVEY CONTROL
 FF0815
 FF0815  NGVD 29 (??/??/??)   71.634  (m)          235.02   (f) ADJUSTED    1 2
 FF0815
 FF0815.Superseded values are not recommended for survey control.
 FF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0815.See file dsdata.txt to determine how the superseded data were derived.
 FF0815
 FF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV182664(NAD 83)
 FF0815_MARKER: DB = BENCH MARK DISK
 FF0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0815_STAMPING: G 33 1933
 FF0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0815+STABILITY: SURFACE MOTION
 FF0815
 FF0815  HISTORY     - Date     Condition        Report By
 FF0815  HISTORY     - 1933     MONUMENTED       CGS
 FF0815  HISTORY     - 1956     GOOD             CGS
 FF0815  HISTORY     - 20020814 MARK NOT FOUND   USACE
 FF0815
 FF0815                          STATION DESCRIPTION
 FF0815
 FF0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0815'3.6 MI E FROM NETTLETON.
 FF0815'3.65 MILES EAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 FF0815'THE STATION AT NETTLETON, AT A NORTH-SOUTH GRAVEL ROAD CROSSING
 FF0815'(SOUTH TO COTTAGE HOME MISSIONARY BAPTIST CHURCH), 47 1/2 FEET
 FF0815'SOUTH OF SOUTH RAIL, 30 FEET EAST OF CENTER LINE OF ROAD, 44 FEET
 FF0815'NORTHWEST OF NORTHWEST CORNER OF PORCH OF A FARM HOUSE AND IN THE
 FF0815'LAWN OF HOUSE, 34 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, ACROSS
 FF0815'TRACK FROM A POINT BETWEEN TELEPHONE POLES NO. 1728 AND 1727, 82
 FF0815'FEET SOUTHEAST AND ACROSS ROAD AND TRACK FROM CROSSING WARNING SIGN,
 FF0815'ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0815'POST PROJECTING 2 INCHES.
 FF0815
 FF0815                          STATION RECOVERY (2002)
 FF0815
 FF0815'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0102 ***********************************************************************
 GG0102  DESIGNATION -  G 34 RESET
 GG0102  PID         -  GG0102
 GG0102  STATE/COUNTY-  AR/BENTON
 GG0102  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0102
 GG0102                         *CURRENT SURVEY CONTROL
 GG0102  ___________________________________________________________________
 GG0102* NAD 83(1986)-  36 22 21.     (N)    094 12 29.     (W)     SCALED    
 GG0102* NAVD 88     -       394.71   (meters)    1295.0    (feet)  RESET     
 GG0102  ___________________________________________________________________
 GG0102  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GG0102
 GG0102  VERT ORDER  -  THIRD
 GG0102
 GG0102.The horizontal coordinates were scaled from a topographic map and have
 GG0102.an estimated accuracy of +/- 6 seconds.
 GG0102
 GG0102.The orthometric height was computed from unverified reset data.
 GG0102
 GG0102.The geoid height was determined by GEOID03.
 GG0102
 GG0102;                    North         East    Units  Estimated Accuracy
 GG0102;SPC AR N     -   228,460.      201,870.      MT  (+/- 180 meters Scaled)
 GG0102
 GG0102                          SUPERSEDED SURVEY CONTROL
 GG0102
 GG0102.No superseded survey control is available for this station.
 GG0102
 GG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA916259(NAD 83)
 GG0102_MARKER: DB = BENCH MARK DISK
 GG0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0102_SP_SET: CURB
 GG0102_STAMPING: G 34 RESET 1969
 GG0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0102
 GG0102  HISTORY     - Date     Condition        Report By
 GG0102  HISTORY     - 1969     MONUMENTED       CGS
 GG0102  HISTORY     - 1987     GOOD             USPSQD
 GG0102  HISTORY     - 1987     GOOD             USPSQD
 GG0102  HISTORY     - 1988     GOOD             USPSQD
 GG0102  HISTORY     - 20031105 MARK NOT FOUND   ARHD
 GG0102
 GG0102                          STATION DESCRIPTION
 GG0102
 GG0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GG0102'AT BENTONVILLE.
 GG0102'AT BENTONVILLE, ACROSS THE STREET WEST OF THE COURTHOUSE WEST
 GG0102'ENTRANCE, 32.5 FEET WEST OF THE CENTER OF A STREET NE, 62 FEET
 GG0102'EAST OF THE NORTHEAST CORNER OF A MONUMENT IN THE CENTER OF A
 GG0102'PARK IN THE CENTER OF TOWN, 0.8 FEET WEST OF THE EAST END OF A
 GG0102'SIDEWALK, 0.6 FEET HIGHER THAN THE STREET, CEMENTED IN A DRILL
 GG0102'HOLE IN A CURB AT THE EAST ENTRANCE TO THE PARK.
 GG0102
 GG0102                          STATION RECOVERY (1987)
 GG0102
 GG0102'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0102'RECOVERED IN GOOD CONDITION.
 GG0102
 GG0102                          STATION RECOVERY (1987)
 GG0102
 GG0102'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0102'RECOVERED IN GOOD CONDITION.
 GG0102
 GG0102                          STATION RECOVERY (1988)
 GG0102
 GG0102'RECOVERY NOTE BY US POWER SQUADRON 1988 (AEN)
 GG0102'RECOVERED IN GOOD CONDITION.
 GG0102
 GG0102                          STATION RECOVERY (2003)
 GG0102
 GG0102'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GG0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0356 ***********************************************************************
 GF0356  DESIGNATION -  G 35 RESET
 GF0356  PID         -  GF0356
 GF0356  STATE/COUNTY-  AR/CARROLL
 GF0356  USGS QUAD   -  BLUE EYE (1972)
 GF0356
 GF0356                         *CURRENT SURVEY CONTROL
 GF0356  ___________________________________________________________________
 GF0356* NAD 83(1986)-  36 27 22.     (N)    093 26 15.     (W)     SCALED    
 GF0356* NAVD 88     -       412.97   (meters)    1354.9    (feet)  RESET     
 GF0356  ___________________________________________________________________
 GF0356  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0356
 GF0356  VERT ORDER  -  THIRD
 GF0356
 GF0356.The horizontal coordinates were scaled from a topographic map and have
 GF0356.an estimated accuracy of +/- 6 seconds.
 GF0356
 GF0356.The orthometric height was computed from unverified reset data.
 GF0356
 GF0356.The geoid height was determined by GEOID03.
 GF0356
 GF0356;                    North         East    Units  Estimated Accuracy
 GF0356;SPC AR N     -   236,460.      271,140.      MT  (+/- 180 meters Scaled)
 GF0356
 GF0356                          SUPERSEDED SURVEY CONTROL
 GF0356
 GF0356.No superseded survey control is available for this station.
 GF0356
 GF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA607346(NAD 83)
 GF0356_MARKER: DD = SURVEY DISK
 GF0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0356_STAMPING: G 35 RESET 1952
 GF0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0356+STABILITY: SURFACE MOTION
 GF0356
 GF0356  HISTORY     - Date     Condition        Report By
 GF0356  HISTORY     - 1952     MONUMENTED       ARHD
 GF0356  HISTORY     - 1952     GOOD             NGS
 GF0356  HISTORY     - 1987     GOOD             USPSQD
 GF0356
 GF0356                          STATION DESCRIPTION
 GF0356
 GF0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GF0356'IN OAKGROVE.
 GF0356'AT OAKGROVE, CARROLL COUNTY, ON STATE HIGHWAY 21 W, 0.1 MILE
 GF0356'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 21 E, 120 FEET
 GF0356'SOUTHWEST OF THE NORTHWEST CORNER OF THE BAPTIST CHURCH, 29
 GF0356'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT
 GF0356'SOUTHWEST OF THE PROPERTY LINE.  A STANDARD DISK, STAMPED G 35
 GF0356'RESET 1952 AND SET IN THE TOP OF A CONCRETE POST.
 GF0356
 GF0356                          STATION RECOVERY (1987)
 GF0356
 GF0356'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0343 ***********************************************************************
 GF0343  DESIGNATION -  G 36
 GF0343  PID         -  GF0343
 GF0343  STATE/COUNTY-  AR/BOONE
 GF0343  USGS QUAD   -  HARRISON (1975)
 GF0343
 GF0343                         *CURRENT SURVEY CONTROL
 GF0343  ___________________________________________________________________
 GF0343* NAD 83(1986)-  36 13 59.     (N)    093 06 03.     (W)     SCALED    
 GF0343* NAVD 88     -       335.896  (meters)    1102.02   (feet)  ADJUSTED  
 GF0343  ___________________________________________________________________
 GF0343  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0343  DYNAMIC HT  -         335.596 (meters)    1101.03  (feet)  COMP
 GF0343  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 GF0343
 GF0343  VERT ORDER  -  SECOND    CLASS 0
 GF0343
 GF0343.The horizontal coordinates were scaled from a topographic map and have
 GF0343.an estimated accuracy of +/- 6 seconds.
 GF0343
 GF0343.The orthometric height was determined by differential leveling
 GF0343.and adjusted by the National Geodetic Survey in June 1991..
 GF0343
 GF0343.The geoid height was determined by GEOID03.
 GF0343
 GF0343.The dynamic height is computed by dividing the NAVD 88
 GF0343.geopotential number by the normal gravity value computed on the
 GF0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0343.degrees latitude (g = 980.6199 gals.).
 GF0343
 GF0343.The modeled gravity was interpolated from observed gravity values.
 GF0343
 GF0343;                    North         East    Units  Estimated Accuracy
 GF0343;SPC AR N     -   211,320.      301,040.      MT  (+/- 180 meters Scaled)
 GF0343
 GF0343                          SUPERSEDED SURVEY CONTROL
 GF0343
 GF0343  NGVD 29 (??/??/92)  335.762  (m)         1101.58   (f) ADJ UNCH    2 0
 GF0343
 GF0343.Superseded values are not recommended for survey control.
 GF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0343.See file dsdata.txt to determine how the superseded data were derived.
 GF0343
 GF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA909098(NAD 83)
 GF0343_MARKER: DB = BENCH MARK DISK
 GF0343_SETTING: 0 = UNSPECIFIED SETTING
 GF0343_STAMPING: G-36 1934
 GF0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0343
 GF0343  HISTORY     - Date     Condition        Report By
 GF0343  HISTORY     - 1934     MONUMENTED       CGS
 GF0343
 GF0343                          STATION DESCRIPTION
 GF0343
 GF0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0343'IN HARRISON.
 GF0343'ALONG STATE HIGHWAY 43, AT ROSE HILL CEMETERY, 38 FEET SOUTHWEST
 GF0343'OF THE NORTHWEST CORNER OF CEMETERY, 21 FEET SOUTHEAST OF
 GF0343'CENTERLINE OF HIGHWAY, 1 FT. NORTHWEST OF HEDGE AT THE SOUTH
 GF0343'END OF TURN IN HEDGE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0122 ***********************************************************************
 GF0122  DESIGNATION -  G 37
 GF0122  PID         -  GF0122
 GF0122  STATE/COUNTY-  AR/MARION
 GF0122  USGS QUAD   -  PYATT (1972)
 GF0122
 GF0122                         *CURRENT SURVEY CONTROL
 GF0122  ___________________________________________________________________
 GF0122* NAD 83(1986)-  36 15 46.     (N)    092 51 42.     (W)     SCALED    
 GF0122* NAVD 88     -       233.013  (meters)     764.48   (feet)  ADJUSTED  
 GF0122  ___________________________________________________________________
 GF0122  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0122  DYNAMIC HT  -         232.808 (meters)     763.80  (feet)  COMP
 GF0122  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 GF0122
 GF0122  VERT ORDER  -  SECOND    CLASS 0
 GF0122
 GF0122.The horizontal coordinates were scaled from a topographic map and have
 GF0122.an estimated accuracy of +/- 6 seconds.
 GF0122
 GF0122.The orthometric height was determined by differential leveling
 GF0122.and adjusted by the National Geodetic Survey in June 1991..
 GF0122
 GF0122.The geoid height was determined by GEOID03.
 GF0122
 GF0122.The dynamic height is computed by dividing the NAVD 88
 GF0122.geopotential number by the normal gravity value computed on the
 GF0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0122.degrees latitude (g = 980.6199 gals.).
 GF0122
 GF0122.The modeled gravity was interpolated from observed gravity values.
 GF0122
 GF0122;                    North         East    Units  Estimated Accuracy
 GF0122;SPC AR N     -   214,400.      322,570.      MT  (+/- 180 meters Scaled)
 GF0122
 GF0122                          SUPERSEDED SURVEY CONTROL
 GF0122
 GF0122  NGVD 29 (??/??/92)  232.895  (m)          764.09   (f) ADJ UNCH    2 0
 GF0122
 GF0122.Superseded values are not recommended for survey control.
 GF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0122.See file dsdata.txt to determine how the superseded data were derived.
 GF0122
 GF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA124131(NAD 83)
 GF0122_MARKER: DB = BENCH MARK DISK
 GF0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0122_STAMPING: G-37 1934
 GF0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0122+STABILITY: SURFACE MOTION
 GF0122
 GF0122  HISTORY     - Date     Condition        Report By
 GF0122  HISTORY     - 1934     MONUMENTED       CGS
 GF0122
 GF0122                          STATION DESCRIPTION
 GF0122
 GF0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0122'1.8 MI W FROM PYATT.
 GF0122'ABOUT 230 FEET WEST OF AND ACROSS THE TRACKS FROM POLE 404-30,
 GF0122'78 FEET SOUTHWEST OF INTERSECTION OF CENTERLINES OF RAILROAD
 GF0122'AND GRADE CROSSING, 67 FEET WEST OF CENTERLINE OF GATE AT SOUTH
 GF0122'SIDE OF TRACK, 44.6 FEET SOUTH OF RAILROAD CENTERLINE, 1 FT. NORTH
 GF0122'OF R/W FENCE, TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0056 ***********************************************************************
 GF0056  DESIGNATION -  G 39
 GF0056  PID         -  GF0056
 GF0056  STATE/COUNTY-  AR/BAXTER
 GF0056  USGS QUAD   -  NORFORK (1966)
 GF0056
 GF0056                         *CURRENT SURVEY CONTROL
 GF0056  ___________________________________________________________________
 GF0056* NAD 83(1986)-  36 11 01.     (N)    092 16 44.     (W)     SCALED    
 GF0056* NAVD 88     -       120.646  (meters)     395.82   (feet)  ADJUSTED  
 GF0056  ___________________________________________________________________
 GF0056  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GF0056  DYNAMIC HT  -         120.542 (meters)     395.48  (feet)  COMP
 GF0056  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GF0056
 GF0056  VERT ORDER  -  SECOND    CLASS 0
 GF0056
 GF0056.The horizontal coordinates were scaled from a topographic map and have
 GF0056.an estimated accuracy of +/- 6 seconds.
 GF0056
 GF0056.The orthometric height was determined by differential leveling
 GF0056.and adjusted by the National Geodetic Survey in June 1991..
 GF0056
 GF0056.The geoid height was determined by GEOID03.
 GF0056
 GF0056.The dynamic height is computed by dividing the NAVD 88
 GF0056.geopotential number by the normal gravity value computed on the
 GF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0056.degrees latitude (g = 980.6199 gals.).
 GF0056
 GF0056.The modeled gravity was interpolated from observed gravity values.
 GF0056
 GF0056;                    North         East    Units  Estimated Accuracy
 GF0056;SPC AR N     -   205,310.      374,910.      MT  (+/- 180 meters Scaled)
 GF0056
 GF0056                          SUPERSEDED SURVEY CONTROL
 GF0056
 GF0056  NGVD 29 (??/??/92)  120.540  (m)          395.47   (f) ADJ UNCH    2 0
 GF0056
 GF0056.Superseded values are not recommended for survey control.
 GF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0056.See file dsdata.txt to determine how the superseded data were derived.
 GF0056
 GF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA648045(NAD 83)
 GF0056_MARKER: DB = BENCH MARK DISK
 GF0056_SETTING: 66 = SET IN ROCK OUTCROP
 GF0056_SP_SET: ROCK LEDGE
 GF0056_STAMPING: G-39 1934
 GF0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0056+STABILITY: POSITION/ELEVATION WELL
 GF0056
 GF0056  HISTORY     - Date     Condition        Report By
 GF0056  HISTORY     - 1934     MONUMENTED       CGS
 GF0056
 GF0056                          STATION DESCRIPTION
 GF0056
 GF0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0056'1.8 MI SE FROM NORFORK.
 GF0056'AT POLE 355-16, ABOUT 0.1 MILE NORTH OF THE SOUTH END OF CUT,
 GF0056'10.3 FEET SOUTHEAST OF MISSOURI PACIFIC R.R. CENTERLINE, 2 FEET
 GF0056'ABOVE TOP OF RAILS.  TABLET SET IN TOP OF A LEDGE OF LIMESTONE
 GF0056'IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1180 ***********************************************************************
 FG1180  DESIGNATION -  G 4
 FG1180  PID         -  FG1180
 FG1180  STATE/COUNTY-  AR/POPE
 FG1180  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1180
 FG1180                         *CURRENT SURVEY CONTROL
 FG1180  ___________________________________________________________________
 FG1180* NAD 83(1986)-  35 16 41.     (N)    093 08 11.     (W)     SCALED    
 FG1180* NAVD 88     -       109.585  (meters)     359.53   (feet)  ADJUSTED  
 FG1180  ___________________________________________________________________
 FG1180  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FG1180  DYNAMIC HT  -         109.481 (meters)     359.19  (feet)  COMP
 FG1180  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FG1180
 FG1180  VERT ORDER  -  FIRST     CLASS II
 FG1180
 FG1180.The horizontal coordinates were scaled from a topographic map and have
 FG1180.an estimated accuracy of +/- 6 seconds.
 FG1180
 FG1180.The orthometric height was determined by differential leveling
 FG1180.and adjusted by the National Geodetic Survey in June 1991..
 FG1180
 FG1180.The geoid height was determined by GEOID03.
 FG1180
 FG1180.The dynamic height is computed by dividing the NAVD 88
 FG1180.geopotential number by the normal gravity value computed on the
 FG1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1180.degrees latitude (g = 980.6199 gals.).
 FG1180
 FG1180.The modeled gravity was interpolated from observed gravity values.
 FG1180
 FG1180;                    North         East    Units  Estimated Accuracy
 FG1180;SPC AR N     -   105,410.      296,620.      MT  (+/- 180 meters Scaled)
 FG1180
 FG1180                          SUPERSEDED SURVEY CONTROL
 FG1180
 FG1180  NGVD 29 (??/??/92)  109.574  (m)          359.49   (f) ADJ UNCH    1 2
 FG1180
 FG1180.Superseded values are not recommended for survey control.
 FG1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1180.See file dsdata.txt to determine how the superseded data were derived.
 FG1180
 FG1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV875038(NAD 83)
 FG1180_MARKER: DB = BENCH MARK DISK
 FG1180_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FG1180+WITH SETTING: PAVEMENT
 FG1180_STAMPING: G-4 1931
 FG1180_MARK LOGO: USGS  
 FG1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1180+STABILITY: SURFACE MOTION
 FG1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1180+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 FG1180
 FG1180  HISTORY     - Date     Condition        Report By
 FG1180  HISTORY     - 1931     MONUMENTED       USGS
 FG1180  HISTORY     - 1935     GOOD             NGS
 FG1180  HISTORY     - 1984     GOOD             NGS
 FG1180  HISTORY     - 1987     GOOD             USPSQD
 FG1180  HISTORY     - 1987     GOOD             USPSQD
 FG1180  HISTORY     - 1988     GOOD             USPSQD
 FG1180  HISTORY     - 1989     GOOD             USPSQD
 FG1180  HISTORY     - 1989     GOOD             USPSQD
 FG1180  HISTORY     - 1989     GOOD             USPSQD
 FG1180  HISTORY     - 1990     POOR             USPSQD
 FG1180  HISTORY     - 20040520 GOOD             ARHD
 FG1180
 FG1180                          STATION DESCRIPTION
 FG1180
 FG1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1180'IN RUSSELLVILLE.
 FG1180'IN RUSSELLVILLE, BRONZE TABLET AT WEST ENTRANCE OF POST OFFICE.  75
 FG1180'FEET NORTH OF CENTERLINE OF W. 2ND ST.  66.8 FEET EAST OF CENTERLINE
 FG1180'OF DENVER AVENUE.  26.1 FEET SOUTH OF NORTHWEST CORNER OF BUILDING.
 FG1180'5.5 FEET NORTH OF CENTERLINE OF WEST ENTRANCE.  1.6 FEET NORTHEAST OF
 FG1180'BASE OF NORTH COLUMN.
 FG1180
 FG1180                          STATION RECOVERY (1984)
 FG1180
 FG1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1180'RECOVERED IN GOOD CONDITION EXCEPT THE OLD POST OFFICE IS NOW A UNITED
 FG1180'STATES MARINE CORPS RECRUITING CENTER.
 FG1180
 FG1180                          STATION RECOVERY (1987)
 FG1180
 FG1180'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1180'RECOVERED IN GOOD CONDITION.
 FG1180
 FG1180                          STATION RECOVERY (1987)
 FG1180
 FG1180'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1180'RECOVERED IN GOOD CONDITION.
 FG1180
 FG1180                          STATION RECOVERY (1988)
 FG1180
 FG1180'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1180'RECOVERED IN GOOD CONDITION.
 FG1180
 FG1180                          STATION RECOVERY (1989)
 FG1180
 FG1180'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1180'RECOVERED IN GOOD CONDITION.
 FG1180
 FG1180                          STATION RECOVERY (1989)
 FG1180
 FG1180'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1180'RECOVERED IN GOOD CONDITION.
 FG1180
 FG1180                          STATION RECOVERY (1989)
 FG1180
 FG1180'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1180'RECOVERED IN GOOD CONDITION.
 FG1180
 FG1180                          STATION RECOVERY (1990)
 FG1180
 FG1180'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 FG1180'MARK RECOVERED IN POOR CONDITION.
 FG1180
 FG1180                          STATION RECOVERY (2004)
 FG1180
 FG1180'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1180'RECOVERED IN GOOD CONDITION. BUILDING IS NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0585 ***********************************************************************
 GE0585  DESIGNATION -  G 40 RESET
 GE0585  PID         -  GE0585
 GE0585  STATE/COUNTY-  AR/FULTON
 GE0585  USGS QUAD   -  AGNOS (1981)
 GE0585
 GE0585                         *CURRENT SURVEY CONTROL
 GE0585  ___________________________________________________________________
 GE0585* NAD 83(1986)-  36 17 17.     (N)    091 43 59.     (W)     SCALED    
 GE0585* NAVD 88     -       235.551  (meters)     772.80   (feet)  ADJUSTED  
 GE0585  ___________________________________________________________________
 GE0585  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0585  DYNAMIC HT  -         235.352 (meters)     772.15  (feet)  COMP
 GE0585  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 GE0585
 GE0585  VERT ORDER  -  SECOND    CLASS 0
 GE0585
 GE0585.The horizontal coordinates were scaled from a topographic map and have
 GE0585.an estimated accuracy of +/- 6 seconds.
 GE0585
 GE0585.The orthometric height was determined by differential leveling
 GE0585.and adjusted by the National Geodetic Survey in June 1991..
 GE0585
 GE0585.The geoid height was determined by GEOID03.
 GE0585
 GE0585.The dynamic height is computed by dividing the NAVD 88
 GE0585.geopotential number by the normal gravity value computed on the
 GE0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0585.degrees latitude (g = 980.6199 gals.).
 GE0585
 GE0585.The modeled gravity was interpolated from observed gravity values.
 GE0585
 GE0585;                    North         East    Units  Estimated Accuracy
 GE0585;SPC AR N     -   216,900.      423,980.      MT  (+/- 180 meters Scaled)
 GE0585
 GE0585                          SUPERSEDED SURVEY CONTROL
 GE0585
 GE0585  NGVD 29 (??/??/92)  235.436  (m)          772.43   (f) ADJ UNCH    2 0
 GE0585
 GE0585.Superseded values are not recommended for survey control.
 GE0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0585.See file dsdata.txt to determine how the superseded data were derived.
 GE0585
 GE0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA137166(NAD 83)
 GE0585_MARKER: DB = BENCH MARK DISK
 GE0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0585_STAMPING: G 40 1934 RESET 1955
 GE0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0585+STABILITY: SURFACE MOTION
 GE0585
 GE0585  HISTORY     - Date     Condition        Report By
 GE0585  HISTORY     - 1955     MONUMENTED       CGS
 GE0585
 GE0585                          STATION DESCRIPTION
 GE0585
 GE0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0585'9 MI SE FROM SALEM.
 GE0585'9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE NORTH ARKANSAS
 GE0585'ELECTRIC CO-OPERATIVE BUILDING AT SALEM, FULTON COUNTY, 163 FEET
 GE0585'EAST OF THE TOP OF A HILL, AT THE JUNCTION OF A TRACK ROAD
 GE0585'LEADING NORTHEAST, 64.7 FEET NORTH OF THE CENTER LINE OF THE
 GE0585'HIGHWAY, 18 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD,
 GE0585'4.7 FEET NORTH OF A FENCE, AND 2.4 FEET EAST OF A WHITE WOODEN
 GE0585'WITNESS POST.  A STANDARD DISK, STAMPED G 40 1934 RESET 1955 AND
 GE0585'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 GE0585'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0295 ***********************************************************************
 GE0295  DESIGNATION -  G 41
 GE0295  PID         -  GE0295
 GE0295  STATE/COUNTY-  AR/RANDOLPH
 GE0295  USGS QUAD   -  POCAHONTAS (1981)
 GE0295
 GE0295                         *CURRENT SURVEY CONTROL
 GE0295  ___________________________________________________________________
 GE0295* NAD 83(1986)-  36 16 28.     (N)    090 58 27.     (W)     SCALED    
 GE0295* NAVD 88     -       115.154  (meters)     377.80   (feet)  ADJUSTED  
 GE0295  ___________________________________________________________________
 GE0295  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GE0295  DYNAMIC HT  -         115.060 (meters)     377.49  (feet)  COMP
 GE0295  MODELED GRAV-     979,816.8   (mgal)                       NAVD 88
 GE0295
 GE0295  VERT ORDER  -  SECOND    CLASS 0
 GE0295
 GE0295.The horizontal coordinates were scaled from a topographic map and have
 GE0295.an estimated accuracy of +/- 6 seconds.
 GE0295
 GE0295.The orthometric height was determined by differential leveling
 GE0295.and adjusted by the National Geodetic Survey in June 1991..
 GE0295
 GE0295.The geoid height was determined by GEOID03.
 GE0295
 GE0295.The dynamic height is computed by dividing the NAVD 88
 GE0295.geopotential number by the normal gravity value computed on the
 GE0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0295.degrees latitude (g = 980.6199 gals.).
 GE0295
 GE0295.The modeled gravity was interpolated from observed gravity values.
 GE0295
 GE0295;                    North         East    Units  Estimated Accuracy
 GE0295;SPC AR N     -   215,840.      492,170.      MT  (+/- 180 meters Scaled)
 GE0295
 GE0295                          SUPERSEDED SURVEY CONTROL
 GE0295
 GE0295  NGVD 29 (??/??/92)  115.089  (m)          377.59   (f) ADJ UNCH    2 0
 GE0295
 GE0295.Superseded values are not recommended for survey control.
 GE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0295.See file dsdata.txt to determine how the superseded data were derived.
 GE0295
 GE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA819162(NAD 83)
 GE0295_MARKER: DB = BENCH MARK DISK
 GE0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0295_STAMPING: G 41 1934
 GE0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0295+STABILITY: SURFACE MOTION
 GE0295
 GE0295  HISTORY     - Date     Condition        Report By
 GE0295  HISTORY     - 1934     MONUMENTED       CGS
 GE0295  HISTORY     - 1966     GOOD             NGS
 GE0295  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0295
 GE0295                          STATION DESCRIPTION
 GE0295
 GE0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GE0295'1.1 MI N FROM POCAHONTAS.
 GE0295'1.1 MILES NORTH ALONG STATE HIGHWAY 115 FROM THE COURTHOUSE AT
 GE0295'POCAHONTAS.  0.11 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS
 GE0295'90 AND 115.  12 FEET NORTH AND 27 FEET EAST OF THE CENTERLINE
 GE0295'HIGHWAY 115 AT PRIVATE DRIVEWAY EAST.  4 FEET WEST OF A GAS METER.
 GE0295'IN A CONCRETE POST PROJECTING 6 INCHES, A STANDARD DISK STAMPED
 GE0295'G 41 1934.
 GE0295
 GE0295                          STATION RECOVERY (2002)
 GE0295
 GE0295'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1544 ***********************************************************************
 FF1544  DESIGNATION -  G 42
 FF1544  PID         -  FF1544
 FF1544  STATE/COUNTY-  AR/CLEBURNE
 FF1544  USGS QUAD   -  DRASCO (1973)
 FF1544
 FF1544                         *CURRENT SURVEY CONTROL
 FF1544  ___________________________________________________________________
 FF1544* NAD 83(1986)-  35 38 50.     (N)    091 55 43.     (W)     SCALED    
 FF1544* NAVD 88     -       345.112  (meters)    1132.26   (feet)  ADJUSTED  
 FF1544  ___________________________________________________________________
 FF1544  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1544  DYNAMIC HT  -         344.799 (meters)    1131.23  (feet)  COMP
 FF1544  MODELED GRAV-     979,716.6   (mgal)                       NAVD 88
 FF1544
 FF1544  VERT ORDER  -  SECOND    CLASS 0
 FF1544
 FF1544.The horizontal coordinates were scaled from a topographic map and have
 FF1544.an estimated accuracy of +/- 6 seconds.
 FF1544
 FF1544.The orthometric height was determined by differential leveling
 FF1544.and adjusted by the National Geodetic Survey in June 1991..
 FF1544
 FF1544.The geoid height was determined by GEOID03.
 FF1544
 FF1544.The dynamic height is computed by dividing the NAVD 88
 FF1544.geopotential number by the normal gravity value computed on the
 FF1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1544.degrees latitude (g = 980.6199 gals.).
 FF1544
 FF1544.The modeled gravity was interpolated from observed gravity values.
 FF1544
 FF1544;                    North         East    Units  Estimated Accuracy
 FF1544;SPC AR N     -   145,770.      406,470.      MT  (+/- 180 meters Scaled)
 FF1544
 FF1544                          SUPERSEDED SURVEY CONTROL
 FF1544
 FF1544  NGVD 29 (??/??/??)  345.034  (m)         1132.00   (f) ADJUSTED    2 0
 FF1544
 FF1544.Superseded values are not recommended for survey control.
 FF1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1544.See file dsdata.txt to determine how the superseded data were derived.
 FF1544
 FF1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV969453(NAD 83)
 FF1544_MARKER: DB = BENCH MARK DISK
 FF1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1544_STAMPING: G 42 1935
 FF1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1544+STABILITY: SURFACE MOTION
 FF1544
 FF1544  HISTORY     - Date     Condition        Report By
 FF1544  HISTORY     - 1935     MONUMENTED       CGS
 FF1544  HISTORY     - 1951     MARK NOT FOUND   CGS
 FF1544
 FF1544                          STATION DESCRIPTION
 FF1544
 FF1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FF1544'1.7 MI NE FROM DRASCO.
 FF1544'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1544'AT DRASCO, 74 FEET SW OF THE CENTER OF THE INTERSECTION WITH
 FF1544'AN EAST-AND-WEST FARM ROAD, 35 FEET WEST OF THE CENTERLINE OF THE
 FF1544'HIGHWAY, 20.5 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF THE
 FF1544'PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED G 42 1935 AND SET
 FF1544'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1136 ***********************************************************************
 FF1136  DESIGNATION -  G 43
 FF1136  PID         -  FF1136
 FF1136  STATE/COUNTY-  AR/JACKSON
 FF1136  USGS QUAD   -  JACKSONPORT (1981)
 FF1136
 FF1136                         *CURRENT SURVEY CONTROL
 FF1136  ___________________________________________________________________
 FF1136* NAD 83(1986)-  35 39 51.     (N)    091 18 35.     (W)     SCALED    
 FF1136* NAVD 88     -        69.292  (meters)     227.34   (feet)  ADJUSTED  
 FF1136  ___________________________________________________________________
 FF1136  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF1136  DYNAMIC HT  -          69.233 (meters)     227.14  (feet)  COMP
 FF1136  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 FF1136
 FF1136  VERT ORDER  -  SECOND    CLASS 0
 FF1136
 FF1136.The horizontal coordinates were scaled from a topographic map and have
 FF1136.an estimated accuracy of +/- 6 seconds.
 FF1136
 FF1136.The orthometric height was determined by differential leveling
 FF1136.and adjusted by the National Geodetic Survey in June 1991..
 FF1136
 FF1136.The geoid height was determined by GEOID03.
 FF1136
 FF1136.The dynamic height is computed by dividing the NAVD 88
 FF1136.geopotential number by the normal gravity value computed on the
 FF1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1136.degrees latitude (g = 980.6199 gals.).
 FF1136
 FF1136.The modeled gravity was interpolated from observed gravity values.
 FF1136
 FF1136;                    North         East    Units  Estimated Accuracy
 FF1136;SPC AR N     -   147,860.      462,500.      MT  (+/- 180 meters Scaled)
 FF1136
 FF1136                          SUPERSEDED SURVEY CONTROL
 FF1136
 FF1136  NGVD 29 (??/??/??)   69.223  (m)          227.11   (f) ADJUSTED    2 0
 FF1136
 FF1136.Superseded values are not recommended for survey control.
 FF1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1136.See file dsdata.txt to determine how the superseded data were derived.
 FF1136
 FF1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV529480(NAD 83)
 FF1136_MARKER: DB = BENCH MARK DISK
 FF1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1136_STAMPING: G 43 1935
 FF1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1136+STABILITY: SURFACE MOTION
 FF1136
 FF1136  HISTORY     - Date     Condition        Report By
 FF1136  HISTORY     - 1935     MONUMENTED       CGS
 FF1136  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FF1136
 FF1136                          STATION DESCRIPTION
 FF1136
 FF1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1136'3.4 MI W FROM DIAZ.
 FF1136'ABOUT 3.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1136'THE STATION AT DIAZ, JACKSON COUNTY, ABOUT 265 FEET WEST OF
 FF1136'BRIDGE 1511, ABOUT 125 FEET SOUTHEAST OF THE FIFTEENTH POLE WEST
 FF1136'OF MILEPOST 262, 49.5 FEET SOUTH OF THE CENTER LINE OF THE
 FF1136'TRACK, 29.5 FEET SOUTHWEST OF A POLE, AND 1 FOOT NORTH OF THE
 FF1136'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 43 1935 AND
 FF1136'SET IN THE TOP OF A CONCRETE POST.
 FF1136
 FF1136                          STATION RECOVERY (2002)
 FF1136
 FF1136'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0938 ***********************************************************************
 FF0938  DESIGNATION -  G 44
 FF0938  PID         -  FF0938
 FF0938  STATE/COUNTY-  AR/LAWRENCE
 FF0938  USGS QUAD   -  STRAWBERRY (1980)
 FF0938
 FF0938                         *CURRENT SURVEY CONTROL
 FF0938  ___________________________________________________________________
 FF0938* NAD 83(1986)-  35 56 57.     (N)    091 18 14.     (W)     SCALED    
 FF0938* NAVD 88     -        97.087  (meters)     318.53   (feet)  ADJUSTED  
 FF0938  ___________________________________________________________________
 FF0938  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FF0938  DYNAMIC HT  -          97.004 (meters)     318.25  (feet)  COMP
 FF0938  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 FF0938
 FF0938  VERT ORDER  -  SECOND    CLASS 0
 FF0938
 FF0938.The horizontal coordinates were scaled from a topographic map and have
 FF0938.an estimated accuracy of +/- 6 seconds.
 FF0938
 FF0938.The orthometric height was determined by differential leveling
 FF0938.and adjusted by the National Geodetic Survey in June 1991..
 FF0938
 FF0938.The geoid height was determined by GEOID03.
 FF0938
 FF0938.The dynamic height is computed by dividing the NAVD 88
 FF0938.geopotential number by the normal gravity value computed on the
 FF0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0938.degrees latitude (g = 980.6199 gals.).
 FF0938
 FF0938.The modeled gravity was interpolated from observed gravity values.
 FF0938
 FF0938;                    North         East    Units  Estimated Accuracy
 FF0938;SPC AR N     -   179,490.      462,800.      MT  (+/- 180 meters Scaled)
 FF0938
 FF0938                          SUPERSEDED SURVEY CONTROL
 FF0938
 FF0938  NGVD 29 (??/??/??)   96.999  (m)          318.24   (f) ADJUSTED    2 0
 FF0938
 FF0938.Superseded values are not recommended for survey control.
 FF0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0938.See file dsdata.txt to determine how the superseded data were derived.
 FF0938
 FF0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV529796(NAD 83)
 FF0938_MARKER: DB = BENCH MARK DISK
 FF0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0938_STAMPING: G 44 1935
 FF0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0938+STABILITY: SURFACE MOTION
 FF0938
 FF0938  HISTORY     - Date     Condition        Report By
 FF0938  HISTORY     - 1935     MONUMENTED       CGS
 FF0938  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0938
 FF0938                          STATION DESCRIPTION
 FF0938
 FF0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0938'1.4 MI N FROM SAFFELL.
 FF0938'1.4 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FF0938'SAFFELL, AT THE JUNCTION WITH THE ROAD LEADING EAST TO THE
 FF0938'E.T. SMITH FARMHOUSE, 95 FEET NORTH OF THE CENTERLINE OF THE
 FF0938'GATE TO THE FARMHOUSE, 40 FEET EAST OF THE CENTERLINE OF THE
 FF0938'HIGHWAY, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13.5
 FF0938'FEET NORTH OF THE FENCE CORNER, AND 1 FOOT SOUTH OF THE
 FF0938'PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED G 44 1935 AND
 FF0938'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD JUNCTION
 FF0938'MENTIONED IN THE OLD DESCRIPTION WAS LOCATED.
 FF0938
 FF0938                          STATION RECOVERY (2002)
 FF0938
 FF0938'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1277 ***********************************************************************
 FG1277  DESIGNATION -  G 46
 FG1277  PID         -  FG1277
 FG1277  STATE/COUNTY-  AR/LOGAN
 FG1277  USGS QUAD   -  BLUE MOUNTAIN (1966)
 FG1277
 FG1277                         *CURRENT SURVEY CONTROL
 FG1277  ___________________________________________________________________
 FG1277* NAD 83(1986)-  35 08 11.     (N)    093 44 42.     (W)     SCALED    
 FG1277* NAVD 88     -       163.835  (meters)     537.52   (feet)  ADJUSTED  
 FG1277  ___________________________________________________________________
 FG1277  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FG1277  DYNAMIC HT  -         163.674 (meters)     536.99  (feet)  COMP
 FG1277  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 FG1277
 FG1277  VERT ORDER  -  SECOND    CLASS 0
 FG1277
 FG1277.The horizontal coordinates were scaled from a topographic map and have
 FG1277.an estimated accuracy of +/- 6 seconds.
 FG1277
 FG1277.The orthometric height was determined by differential leveling
 FG1277.and adjusted by the National Geodetic Survey in June 1991..
 FG1277
 FG1277.The geoid height was determined by GEOID03.
 FG1277
 FG1277.The dynamic height is computed by dividing the NAVD 88
 FG1277.geopotential number by the normal gravity value computed on the
 FG1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1277.degrees latitude (g = 980.6199 gals.).
 FG1277
 FG1277.The modeled gravity was interpolated from observed gravity values.
 FG1277
 FG1277;                    North         East    Units  Estimated Accuracy
 FG1277;SPC AR N     -    90,500.      240,980.      MT  (+/- 180 meters Scaled)
 FG1277
 FG1277                          SUPERSEDED SURVEY CONTROL
 FG1277
 FG1277  NGVD 29 (??/??/92)  163.768  (m)          537.30   (f) ADJ UNCH    2 0
 FG1277
 FG1277.Superseded values are not recommended for survey control.
 FG1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1277.See file dsdata.txt to determine how the superseded data were derived.
 FG1277
 FG1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU321884(NAD 83)
 FG1277_MARKER: DB = BENCH MARK DISK
 FG1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1277_STAMPING: G-46 1934
 FG1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1277+STABILITY: SURFACE MOTION
 FG1277
 FG1277  HISTORY     - Date     Condition        Report By
 FG1277  HISTORY     - 1934     MONUMENTED       CGS
 FG1277  HISTORY     - 1964     MARK NOT FOUND   USGS
 FG1277  HISTORY     - 1978     MARK NOT FOUND   USGS
 FG1277
 FG1277                          STATION DESCRIPTION
 FG1277
 FG1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1277'2 MI W FROM BLUE MOUNTAIN.
 FG1277'2 MILES WEST OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 0.5 MILE
 FG1277'WEST OF M.P. NO. 241.  ABOUT 300 FEET EAST OF PRIVATE RAILROAD
 FG1277'CROSSING.  ABOUT 300 FEET EAST OF IRON GATE.  43.5 FEET NORTH OF
 FG1277'CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  3.5 FEET SOUTH OF
 FG1277'FENCE PARALLELING R.R.  2.4 FEET NORTH OF TELEPHONE POLE. TABLET SET
 FG1277'IN PRECAST CONCRETE POST.  1959 REPORT-MARK IS NORTH OF THE 8TH POLE
 FG1277'WEST OF A ROAD CROSSING AND IS NORTHWEST ACROSS RAILROAD FROM A
 FG1277'WHISTLE POST.
 FG1277
 FG1277                          STATION RECOVERY (1964)
 FG1277
 FG1277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FG1277'MARK NOT FOUND.
 FG1277
 FG1277                          STATION RECOVERY (1978)
 FG1277
 FG1277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FG1277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1064 ***********************************************************************
 FG1064  DESIGNATION -  G 47
 FG1064  PID         -  FG1064
 FG1064  STATE/COUNTY-  AR/POPE
 FG1064  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1064
 FG1064                         *CURRENT SURVEY CONTROL
 FG1064  ___________________________________________________________________
 FG1064* NAD 83(1986)-  35 19 34.     (N)    093 08 02.     (W)     SCALED    
 FG1064* NAVD 88     -       115.751  (meters)     379.76   (feet)  POSTED    
 FG1064  ___________________________________________________________________
 FG1064  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FG1064  DYNAMIC HT  -         115.640 (meters)     379.40  (feet)  COMP
 FG1064  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 FG1064
 FG1064  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FG1064
 FG1064.The horizontal coordinates were scaled from a topographic map and have
 FG1064.an estimated accuracy of +/- 6 seconds.
 FG1064
 FG1064.The orthometric height was determined by differential leveling
 FG1064.and adjusted by the National Geodetic Survey in 1992..
 FG1064.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FG1064.rate of 3.1 thru 4.0 mm/km.
 FG1064
 FG1064.The geoid height was determined by GEOID03.
 FG1064
 FG1064.The dynamic height is computed by dividing the NAVD 88
 FG1064.geopotential number by the normal gravity value computed on the
 FG1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1064.degrees latitude (g = 980.6199 gals.).
 FG1064
 FG1064.The modeled gravity was interpolated from observed gravity values.
 FG1064
 FG1064;                    North         East    Units  Estimated Accuracy
 FG1064;SPC AR N     -   110,730.      296,910.      MT  (+/- 180 meters Scaled)
 FG1064
 FG1064                          SUPERSEDED SURVEY CONTROL
 FG1064
 FG1064  NGVD 29 (??/??/92)  115.730  (m)          379.69   (f) ADJ UNCH    2 0
 FG1064
 FG1064.Superseded values are not recommended for survey control.
 FG1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1064.See file dsdata.txt to determine how the superseded data were derived.
 FG1064
 FG1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV878092(NAD 83)
 FG1064_MARKER: DB = BENCH MARK DISK
 FG1064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1064_SP_SET: BUILDING
 FG1064_STAMPING: G-47 1934
 FG1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1064
 FG1064  HISTORY     - Date     Condition        Report By
 FG1064  HISTORY     - 1934     MONUMENTED       CGS
 FG1064  HISTORY     - 1965     MARK NOT FOUND   LOCSUR
 FG1064
 FG1064                          STATION DESCRIPTION
 FG1064
 FG1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1064'3.5 MI N FROM RUSSELLVILLE.
 FG1064'3.5 MILES NORTH OF, ALONG ST. HWY. NO. 7, FROM COURTHOUSE.  TABLET SET
 FG1064'VERTICALLY IN BRICK WALL OF BRICK PILLAR SUPPORTING PORCH TO BAKERS
 FG1064'CREEK BRICK SCHOOL WEST ENTRANCE.  32.8 FEET NORTH OF SOUTHWEST CORNER
 FG1064'OF BUILDING.  4.5 FEET ABOVE THE GROUND.  2.8 FEET SOUTH OF WEST
 FG1064'ENTRANCE TO BUILDING.
 FG1064
 FG1064                          STATION RECOVERY (1965)
 FG1064
 FG1064'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 FG1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0350 ***********************************************************************
 FG0350  DESIGNATION -  G 49
 FG0350  PID         -  FG0350
 FG0350  STATE/COUNTY-  AR/CONWAY
 FG0350  USGS QUAD   -  SOLGOHACHIA (1990)
 FG0350
 FG0350                         *CURRENT SURVEY CONTROL
 FG0350  ___________________________________________________________________
 FG0350* NAD 83(1986)-  35 16 20.     (N)    092 43 56.     (W)     SCALED    
 FG0350* NAVD 88     -       117.539  (meters)     385.63   (feet)  ADJUSTED  
 FG0350  ___________________________________________________________________
 FG0350  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FG0350  DYNAMIC HT  -         117.428 (meters)     385.26  (feet)  COMP
 FG0350  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 FG0350
 FG0350  VERT ORDER  -  SECOND    CLASS 0
 FG0350
 FG0350.The horizontal coordinates were scaled from a topographic map and have
 FG0350.an estimated accuracy of +/- 6 seconds.
 FG0350
 FG0350.The orthometric height was determined by differential leveling
 FG0350.and adjusted by the National Geodetic Survey in June 1991..
 FG0350
 FG0350.The geoid height was determined by GEOID03.
 FG0350
 FG0350.The dynamic height is computed by dividing the NAVD 88
 FG0350.geopotential number by the normal gravity value computed on the
 FG0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0350.degrees latitude (g = 980.6199 gals.).
 FG0350
 FG0350.The modeled gravity was interpolated from observed gravity values.
 FG0350
 FG0350;                    North         East    Units  Estimated Accuracy
 FG0350;SPC AR N     -   104,410.      333,380.      MT  (+/- 180 meters Scaled)
 FG0350
 FG0350                          SUPERSEDED SURVEY CONTROL
 FG0350
 FG0350  NGVD 29 (??/??/92)  117.543  (m)          385.64   (f) ADJ UNCH    2 0
 FG0350
 FG0350.Superseded values are not recommended for survey control.
 FG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0350.See file dsdata.txt to determine how the superseded data were derived.
 FG0350
 FG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV243032(NAD 83)
 FG0350_MARKER: DB = BENCH MARK DISK
 FG0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0350_STAMPING: G 49 1934
 FG0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0350+STABILITY: SURFACE MOTION
 FG0350
 FG0350  HISTORY     - Date     Condition        Report By
 FG0350  HISTORY     - 1934     MONUMENTED       CGS
 FG0350  HISTORY     - 1959     GOOD             NGS
 FG0350  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0350
 FG0350                          STATION DESCRIPTION
 FG0350
 FG0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0350'8.4 MI N FROM MORRILTON.
 FG0350'MORRILTON, CONWAY COUNTY, ABOUT 8 1/2 MILES NORTH FROM ALONG STATE HWY
 FG0350'95.  2.0 MILES SOUTH OF SAINT VINCENT ALONG STATE HWY. 95.  IN THE
 FG0350'FRONT YARD OF L.L. BIZZELL FARMHOUSE.  41 FEET NORTHWEST OF THE NW
 FG0350'CORNER OF THE HOUSE.  37 FEET SOUTH AND 46 FEET EAST OF T-ROAD-E AT
 FG0350'CORNER SECTIONS 5-6-7-8, T.7 N., R.16 W.  A STANDARD DISK STAMPED G 49
 FG0350'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FG0350
 FG0350                          STATION RECOVERY (1984)
 FG0350
 FG0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1181 ***********************************************************************
 FG1181  DESIGNATION -  G 5
 FG1181  PID         -  FG1181
 FG1181  STATE/COUNTY-  AR/POPE
 FG1181  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1181
 FG1181                         *CURRENT SURVEY CONTROL
 FG1181  ___________________________________________________________________
 FG1181* NAD 83(1986)-  35 16 39.     (N)    093 08 08.     (W)     SCALED    
 FG1181* NAVD 88     -       109.523  (meters)     359.33   (feet)  ADJUSTED  
 FG1181  ___________________________________________________________________
 FG1181  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FG1181  DYNAMIC HT  -         109.419 (meters)     358.99  (feet)  COMP
 FG1181  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 FG1181
 FG1181  VERT ORDER  -  FIRST     CLASS II
 FG1181
 FG1181.The horizontal coordinates were scaled from a topographic map and have
 FG1181.an estimated accuracy of +/- 6 seconds.
 FG1181
 FG1181.The orthometric height was determined by differential leveling
 FG1181.and adjusted by the National Geodetic Survey in June 1991..
 FG1181.WARNING-Repeat measurements at this control monument indicate possible
 FG1181.vertical movement.
 FG1181
 FG1181.Photographs are available for this station.
 FG1181
 FG1181.The geoid height was determined by GEOID03.
 FG1181
 FG1181.The dynamic height is computed by dividing the NAVD 88
 FG1181.geopotential number by the normal gravity value computed on the
 FG1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1181.degrees latitude (g = 980.6199 gals.).
 FG1181
 FG1181.The modeled gravity was interpolated from observed gravity values.
 FG1181
 FG1181;                    North         East    Units  Estimated Accuracy
 FG1181;SPC AR N     -   105,340.      296,700.      MT  (+/- 180 meters Scaled)
 FG1181
 FG1181                          SUPERSEDED SURVEY CONTROL
 FG1181
 FG1181  NGVD 29 (??/??/92)  109.506  (m)          359.27   (f) ADJ UNCH    1 2
 FG1181
 FG1181.Superseded values are not recommended for survey control.
 FG1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1181.See file dsdata.txt to determine how the superseded data were derived.
 FG1181
 FG1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV876038(NAD 83)
 FG1181_MARKER: DB = BENCH MARK DISK
 FG1181_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FG1181+WITH SETTING: PAVEMENT
 FG1181_STAMPING: G-5 1941
 FG1181_MARK LOGO: USGS  
 FG1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1181+STABILITY: SURFACE MOTION
 FG1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1181+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 FG1181
 FG1181  HISTORY     - Date     Condition        Report By
 FG1181  HISTORY     - 1931     MONUMENTED       USGS
 FG1181  HISTORY     - 1935     GOOD             NGS
 FG1181  HISTORY     - 1984     GOOD             NGS
 FG1181  HISTORY     - 1987     GOOD             USPSQD
 FG1181  HISTORY     - 1987     GOOD             USPSQD
 FG1181  HISTORY     - 1988     GOOD             USPSQD
 FG1181  HISTORY     - 1989     GOOD             USPSQD
 FG1181  HISTORY     - 1989     GOOD             USPSQD
 FG1181  HISTORY     - 20040520 GOOD             ARHD
 FG1181
 FG1181                          STATION DESCRIPTION
 FG1181
 FG1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1181'IN RUSSELLVILLE.
 FG1181'BRONZE TABLET IN NORTH CONCRETE SIDEWALL OF STEPS TO MAIN ENTRANCE TO
 FG1181'MASONIC TEMPLE.  57.9 FEET SOUTH OF CENTERLINE OF W. 2ND ST.  31.5
 FG1181'FEET EAST OF CENTERLINE OF COMMERCE AVE.  5.4 FEET NORTH OF CENTERLINE
 FG1181'OF W. MAIN ENTRANCE.  3.9 FEET WEST OF BASE OF 1ST COLUMN NORTH OF
 FG1181'ENTRANCE.  3.1 FEET ABOVE SIDEWALK.
 FG1181
 FG1181                          STATION RECOVERY (1984)
 FG1181
 FG1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1181'RECOVERED IN GOOD CONDITION.
 FG1181
 FG1181                          STATION RECOVERY (1987)
 FG1181
 FG1181'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1181'RECOVERED IN GOOD CONDITION.
 FG1181
 FG1181                          STATION RECOVERY (1987)
 FG1181
 FG1181'RECOVERY NOTE BY US POWER SQUADRON 1987 (FS)
 FG1181'RECOVERED IN GOOD CONDITION.
 FG1181
 FG1181                          STATION RECOVERY (1988)
 FG1181
 FG1181'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1181'RECOVERED IN GOOD CONDITION.
 FG1181
 FG1181                          STATION RECOVERY (1989)
 FG1181
 FG1181'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1181'RECOVERED IN GOOD CONDITION.
 FG1181
 FG1181                          STATION RECOVERY (1989)
 FG1181
 FG1181'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1181'RECOVERED IN GOOD CONDITION.
 FG1181
 FG1181                          STATION RECOVERY (2004)
 FG1181
 FG1181'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1181'RECOVERED IN GOOD CONDITION. BUILDING IS NOW THE RUSSELLVILLE CITY
 FG1181'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0163 ***********************************************************************
 FF0163  DESIGNATION -  G 5
 FF0163  PID         -  FF0163
 FF0163  STATE/COUNTY-  AR/CRITTENDEN
 FF0163  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0163
 FF0163                         *CURRENT SURVEY CONTROL
 FF0163  ___________________________________________________________________
 FF0163* NAD 83(1986)-  35 09 44.     (N)    090 06 57.     (W)     SCALED    
 FF0163* NAVD 88     -        71.874  (meters)     235.81   (feet)  ADJUSTED  
 FF0163  ___________________________________________________________________
 FF0163  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0163  DYNAMIC HT  -          71.809 (meters)     235.59  (feet)  COMP
 FF0163  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FF0163
 FF0163  VERT ORDER  -  FIRST     CLASS II
 FF0163
 FF0163.The horizontal coordinates were scaled from a topographic map and have
 FF0163.an estimated accuracy of +/- 6 seconds.
 FF0163
 FF0163.The orthometric height was determined by differential leveling
 FF0163.and adjusted by the National Geodetic Survey in June 1991..
 FF0163
 FF0163.The geoid height was determined by GEOID03.
 FF0163
 FF0163.The dynamic height is computed by dividing the NAVD 88
 FF0163.geopotential number by the normal gravity value computed on the
 FF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0163.degrees latitude (g = 980.6199 gals.).
 FF0163
 FF0163.The modeled gravity was interpolated from observed gravity values.
 FF0163
 FF0163;                    North         East    Units  Estimated Accuracy
 FF0163;SPC AR N     -    93,600.      571,650.      MT  (+/- 180 meters Scaled)
 FF0163
 FF0163                          SUPERSEDED SURVEY CONTROL
 FF0163
 FF0163  NGVD 29 (??/??/??)   71.845  (m)          235.71   (f) ADJUSTED    1 2
 FF0163
 FF0163.Superseded values are not recommended for survey control.
 FF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0163.See file dsdata.txt to determine how the superseded data were derived.
 FF0163
 FF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU627948(NAD 83)
 FF0163_MARKER: DB = BENCH MARK DISK
 FF0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0163_STAMPING: 236.069 G 5 1928
 FF0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0163+STABILITY: SURFACE MOTION
 FF0163
 FF0163  HISTORY     - Date     Condition        Report By
 FF0163  HISTORY     - 1928     MONUMENTED       CGS
 FF0163  HISTORY     - 1956     GOOD             CGS
 FF0163  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0163  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0163
 FF0163                          STATION DESCRIPTION
 FF0163
 FF0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0163'1.9 MI NW FROM BRIDGE JUNCTION.
 FF0163'ABOUT 1.9 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0163'RAILWAY FROM CROSSING OF MISSOURI PACIFIC RAILROAD AT BRIDGE
 FF0163'JUNCTION, AT CROSSING OF TRACK AND ST. FRANCIS LEVEE, 100 FEET
 FF0163'SOUTH-SOUTHEAST AND ACROSS TRACK FROM MILEAGE TELEPHONE POLE
 FF0163'NO. 479/19, 19 1/2 FEET SOUTH-SOUTHWEST OF NEAR RAIL OF TRACK,
 FF0163'110 FEET WEST OF WEST CORNER OF TRESTLE NO. 479.5, 73 FEET
 FF0163'WEST OF CENTER OF CROSSING OF TRACK AND TOP OF LEVEE, 16 1/2 FEET
 FF0163'WEST OF A LENGTH OF RAIL PROJECTING 1 FOOT, ABOUT 2 FEET BELOW
 FF0163'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0163'2 INCHES.
 FF0163
 FF0163                          STATION RECOVERY (1976)
 FF0163
 FF0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0163'MARK NOT FOUND.
 FF0163
 FF0163                          STATION RECOVERY (1992)
 FF0163
 FF0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0163'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1318 ***********************************************************************
 FG1318  DESIGNATION -  G 51
 FG1318  PID         -  FG1318
 FG1318  STATE/COUNTY-  AR/MADISON
 FG1318  USGS QUAD   -  WITTER (1973)
 FG1318
 FG1318                         *CURRENT SURVEY CONTROL
 FG1318  ___________________________________________________________________
 FG1318* NAD 83(1986)-  35 58 02.     (N)    093 41 54.     (W)     SCALED    
 FG1318* NAVD 88     -       435.922  (meters)    1430.19   (feet)  ADJUSTED  
 FG1318  ___________________________________________________________________
 FG1318  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG1318  DYNAMIC HT  -         435.517 (meters)    1428.86  (feet)  COMP
 FG1318  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FG1318
 FG1318  VERT ORDER  -  SECOND    CLASS 0
 FG1318
 FG1318.The horizontal coordinates were scaled from a topographic map and have
 FG1318.an estimated accuracy of +/- 6 seconds.
 FG1318
 FG1318.The orthometric height was determined by differential leveling
 FG1318.and adjusted by the National Geodetic Survey in June 1991..
 FG1318
 FG1318.The geoid height was determined by GEOID03.
 FG1318
 FG1318.The dynamic height is computed by dividing the NAVD 88
 FG1318.geopotential number by the normal gravity value computed on the
 FG1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1318.degrees latitude (g = 980.6199 gals.).
 FG1318
 FG1318.The modeled gravity was interpolated from observed gravity values.
 FG1318
 FG1318;                    North         East    Units  Estimated Accuracy
 FG1318;SPC AR N     -   182,590.      246,820.      MT  (+/- 180 meters Scaled)
 FG1318
 FG1318                          SUPERSEDED SURVEY CONTROL
 FG1318
 FG1318  NGVD 29 (??/??/92)  435.800  (m)         1429.79   (f) ADJ UNCH    2 0
 FG1318
 FG1318.Superseded values are not recommended for survey control.
 FG1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1318.See file dsdata.txt to determine how the superseded data were derived.
 FG1318
 FG1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV370805(NAD 83)
 FG1318_MARKER: DB = BENCH MARK DISK
 FG1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1318_STAMPING: G 51 1934
 FG1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1318+STABILITY: SURFACE MOTION
 FG1318
 FG1318  HISTORY     - Date     Condition        Report By
 FG1318  HISTORY     - 1934     MONUMENTED       CGS
 FG1318  HISTORY     - 1956     MARK NOT FOUND   NGS
 FG1318  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1318
 FG1318                          STATION DESCRIPTION
 FG1318
 FG1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FG1318'2.1 MI N FROM WITTER.
 FG1318'2.1 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE SCHOOL AT WITTER,
 FG1318'MADISON COUNTY, 400 FEET SOUTH OF THE FARMHOUSE OF W. D. TASSEY, 240
 FG1318'FEET NORTH OF A CULVERT UNDER THE HIGHWAY, 30 FEET WEST OF THE
 FG1318'CENTERLINE OF THE HIGHWAY, 4.5 FEET SOUTH OF A POLE, AND 1.2 FEET EAST
 FG1318'OF THE FENCE LINE.  A STANDARD DISK, STAMPED G 51 1934 AND SET IN THE
 FG1318'TOP OF A CONCRETE POST.
 FG1318
 FG1318                          STATION RECOVERY (1973)
 FG1318
 FG1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1320 ***********************************************************************
 FG1320  DESIGNATION -  G 52
 FG1320  PID         -  FG1320
 FG1320  STATE/COUNTY-  AR/WASHINGTON
 FG1320  USGS QUAD   -  DURHAM (1973)
 FG1320
 FG1320                         *CURRENT SURVEY CONTROL
 FG1320  ___________________________________________________________________
 FG1320* NAD 83(1986)-  35 58 20.     (N)    093 59 23.     (W)     SCALED    
 FG1320* NAVD 88     -       373.014  (meters)    1223.80   (feet)  ADJUSTED  
 FG1320  ___________________________________________________________________
 FG1320  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG1320  DYNAMIC HT  -         372.671 (meters)    1222.67  (feet)  COMP
 FG1320  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FG1320
 FG1320  VERT ORDER  -  SECOND    CLASS 0
 FG1320
 FG1320.The horizontal coordinates were scaled from a topographic map and have
 FG1320.an estimated accuracy of +/- 6 seconds.
 FG1320
 FG1320.The orthometric height was determined by differential leveling
 FG1320.and adjusted by the National Geodetic Survey in June 1991..
 FG1320
 FG1320.The geoid height was determined by GEOID03.
 FG1320
 FG1320.The dynamic height is computed by dividing the NAVD 88
 FG1320.geopotential number by the normal gravity value computed on the
 FG1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1320.degrees latitude (g = 980.6199 gals.).
 FG1320
 FG1320.The modeled gravity was interpolated from observed gravity values.
 FG1320
 FG1320;                    North         East    Units  Estimated Accuracy
 FG1320;SPC AR N     -   183,640.      220,560.      MT  (+/- 180 meters Scaled)
 FG1320
 FG1320                          SUPERSEDED SURVEY CONTROL
 FG1320
 FG1320  NGVD 29 (??/??/92)  372.867  (m)         1223.31   (f) ADJ UNCH    2 0
 FG1320
 FG1320.Superseded values are not recommended for survey control.
 FG1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1320.See file dsdata.txt to determine how the superseded data were derived.
 FG1320
 FG1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV107813(NAD 83)
 FG1320_MARKER: DB = BENCH MARK DISK
 FG1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1320_STAMPING: G 52 1934
 FG1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1320+STABILITY: SURFACE MOTION
 FG1320
 FG1320  HISTORY     - Date     Condition        Report By
 FG1320  HISTORY     - 1934     MONUMENTED       CGS
 FG1320  HISTORY     - 1960     GOOD             NGS
 FG1320  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1320  HISTORY     - 1977     MARK NOT FOUND   ARHD
 FG1320  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 FG1320
 FG1320                          STATION DESCRIPTION
 FG1320
 FG1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1320'1.6 MI NW FROM DURHAM.
 FG1320'NEAR THE CENTER OF SEC. 18, T. 15 N., R. 28W., ABOUT 125 FEET
 FG1320'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE LOW WATER BRIDGE THAT
 FG1320'IS AT A JOG IN THE EAST-WEST ROAD AND ABOUT 47 FEET NORTH OF THE
 FG1320'CENTER OF THE OLD ABANDONED RAILROAD GRADE.  THE MARK IS NEAR A LARGE
 FG1320'POST THAT HAS THE LETTERS BM PAINTED ON IT.  TABLET SET IN A CONCRETE
 FG1320'POST.  NOTE-- A NEW BRIDGE HAS BEEN PUT IN.
 FG1320
 FG1320                          STATION RECOVERY (1972)
 FG1320
 FG1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1320'MARK NOT FOUND.
 FG1320
 FG1320                          STATION RECOVERY (1977)
 FG1320
 FG1320'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1977
 FG1320'MARK NOT FOUND.
 FG1320
 FG1320                          STATION RECOVERY (1998)
 FG1320
 FG1320'RECOVERY NOTE BY US POWER SQUADRON 1998
 FG1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1348 ***********************************************************************
 FG1348  DESIGNATION -  G 53
 FG1348  PID         -  FG1348
 FG1348  STATE/COUNTY-  AR/NEWTON
 FG1348  USGS QUAD   -  FALLSVILLE (1975)
 FG1348
 FG1348                         *CURRENT SURVEY CONTROL
 FG1348  ___________________________________________________________________
 FG1348* NAD 83(1986)-  35 48 37.     (N)    093 29 57.     (W)     SCALED    
 FG1348* NAVD 88     -       758.419  (meters)    2488.25   (feet)  ADJUSTED  
 FG1348  ___________________________________________________________________
 FG1348  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG1348  DYNAMIC HT  -         757.674 (meters)    2485.80  (feet)  COMP
 FG1348  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 FG1348
 FG1348  VERT ORDER  -  SECOND    CLASS 0
 FG1348
 FG1348.The horizontal coordinates were scaled from a topographic map and have
 FG1348.an estimated accuracy of +/- 6 seconds.
 FG1348
 FG1348.The orthometric height was determined by differential leveling
 FG1348.and adjusted by the National Geodetic Survey in June 1991..
 FG1348
 FG1348.The geoid height was determined by GEOID03.
 FG1348
 FG1348.The dynamic height is computed by dividing the NAVD 88
 FG1348.geopotential number by the normal gravity value computed on the
 FG1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1348.degrees latitude (g = 980.6199 gals.).
 FG1348
 FG1348.The modeled gravity was interpolated from observed gravity values.
 FG1348
 FG1348;                    North         East    Units  Estimated Accuracy
 FG1348;SPC AR N     -   164,890.      264,520.      MT  (+/- 180 meters Scaled)
 FG1348
 FG1348                          SUPERSEDED SURVEY CONTROL
 FG1348
 FG1348  NGVD 29 (??/??/92)  758.327  (m)         2487.94   (f) ADJ UNCH    2 0
 FG1348
 FG1348.Superseded values are not recommended for survey control.
 FG1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1348.See file dsdata.txt to determine how the superseded data were derived.
 FG1348
 FG1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV549630(NAD 83)
 FG1348_MARKER: DB = BENCH MARK DISK
 FG1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1348_STAMPING: G 53 1934
 FG1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1348+STABILITY: SURFACE MOTION
 FG1348
 FG1348  HISTORY     - Date     Condition        Report By
 FG1348  HISTORY     - 1934     MONUMENTED       CGS
 FG1348
 FG1348                          STATION DESCRIPTION
 FG1348
 FG1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1348'3.6 MI N FROM FALLSVILLE.
 FG1348'3.6 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE THOMAS PATTON STORE AT
 FG1348'FALLSVILLE, 36 FEET NORTH OF THE NORTHEAST END OF A CULVERT AT THE
 FG1348'BOTTOM OF A DIP, AT THE NORTHWEST SIDE OF A SMALL DRAW, 30 FEET
 FG1348'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHEAST OF THE
 FG1348'WEST CORNER OF A FENCE, AND 1.2 FEET SOUTHWEST OF THE FENCE.  A
 FG1348'STANDARD DISK, STAMPED G 53 1934 AND SET IN THE TOP OF A CONCRETE
 FG1348'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1349 ***********************************************************************
 FG1349  DESIGNATION -  G 53 RESET
 FG1349  PID         -  FG1349
 FG1349  STATE/COUNTY-  AR/NEWTON
 FG1349  USGS QUAD   -  FALLSVILLE (1975)
 FG1349
 FG1349                         *CURRENT SURVEY CONTROL
 FG1349  ___________________________________________________________________
 FG1349* NAD 83(1986)-  35 48 38.     (N)    093 29 57.     (W)     SCALED    
 FG1349* NAVD 88     -       760.03   (meters)    2493.5    (feet)  RESET     
 FG1349  ___________________________________________________________________
 FG1349  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG1349
 FG1349  VERT ORDER  -  THIRD
 FG1349
 FG1349.The horizontal coordinates were scaled from a topographic map and have
 FG1349.an estimated accuracy of +/- 6 seconds.
 FG1349
 FG1349.The orthometric height was computed from unverified reset data.
 FG1349
 FG1349.The geoid height was determined by GEOID03.
 FG1349
 FG1349;                    North         East    Units  Estimated Accuracy
 FG1349;SPC AR N     -   164,920.      264,520.      MT  (+/- 180 meters Scaled)
 FG1349
 FG1349                          SUPERSEDED SURVEY CONTROL
 FG1349
 FG1349.No superseded survey control is available for this station.
 FG1349
 FG1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV549630(NAD 83)
 FG1349_MARKER: DB = BENCH MARK DISK
 FG1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1349_SP_SET: MONUMENT
 FG1349_STAMPING: G 53 RESET 1963
 FG1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1349
 FG1349  HISTORY     - Date     Condition        Report By
 FG1349  HISTORY     - 1963     MONUMENTED       CGS
 FG1349  HISTORY     - 1971     GOOD             NGS
 FG1349
 FG1349                          STATION DESCRIPTION
 FG1349
 FG1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FG1349'5.0 MI NW FROM FALLSVILLE.
 FG1349'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF STATE
 FG1349'HIGHWAYS 16 AND 21 AT FALLSVILLE, NEAR THE BASE OF A HILL, ON A
 FG1349'SIDEHILL, ABOUT 71 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 FG1349'16, 12 FEET NORTHEAST OF A WIRE FENCE ABOUT 5 FEET NORTHWEST OF THE
 FG1349'BASE OF AN EARTH DAM, AND SET IN THE TOP OF A CONCRETE MONUMENT THAT
 FG1349'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  SE 1/4, SEC 2 ,T13
 FG1349',R 24 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1678 ***********************************************************************
 EH1678  DESIGNATION -  G 54
 EH1678  PID         -  EH1678
 EH1678  STATE/COUNTY-  AR/JEFFERSON
 EH1678  USGS QUAD   -  ROB ROY (1971)
 EH1678
 EH1678                         *CURRENT SURVEY CONTROL
 EH1678  ___________________________________________________________________
 EH1678* NAD 83(1986)-  34 15 22.     (N)    091 56 04.     (W)     SCALED    
 EH1678* NAVD 88     -        63.939  (meters)     209.77   (feet)  POSTED    
 EH1678  ___________________________________________________________________
 EH1678  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1678  DYNAMIC HT  -          63.880 (meters)     209.58  (feet)  COMP
 EH1678  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 EH1678
 EH1678  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EH1678
 EH1678.The horizontal coordinates were scaled from a topographic map and have
 EH1678.an estimated accuracy of +/- 6 seconds.
 EH1678
 EH1678.The orthometric height was determined by differential leveling
 EH1678.and adjusted by the National Geodetic Survey in 1992..
 EH1678.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EH1678.rate greater than 8.0 mm/km.
 EH1678
 EH1678.The geoid height was determined by GEOID03.
 EH1678
 EH1678.The dynamic height is computed by dividing the NAVD 88
 EH1678.geopotential number by the normal gravity value computed on the
 EH1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1678.degrees latitude (g = 980.6199 gals.).
 EH1678
 EH1678.The modeled gravity was interpolated from observed gravity values.
 EH1678
 EH1678;                    North         East    Units  Estimated Accuracy
 EH1678;SPC AR S     -   576,290.      406,040.      MT  (+/- 180 meters Scaled)
 EH1678
 EH1678                          SUPERSEDED SURVEY CONTROL
 EH1678
 EH1678  NGVD 29 (??/??/??)   64.014  (m)          210.02   (f) ADJUSTED    2 0
 EH1678
 EH1678.Superseded values are not recommended for survey control.
 EH1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1678.See file dsdata.txt to determine how the superseded data were derived.
 EH1678
 EH1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT981910(NAD 83)
 EH1678_MARKER: DB = BENCH MARK DISK
 EH1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1678_STAMPING: G-54 1934
 EH1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1678+STABILITY: SURFACE MOTION
 EH1678
 EH1678  HISTORY     - Date     Condition        Report By
 EH1678  HISTORY     - 1934     MONUMENTED       CGS
 EH1678  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1678
 EH1678                          STATION DESCRIPTION
 EH1678
 EH1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1678'3.8 MI NE FROM PINE BLUFF.
 EH1678'3.8 MILES NORTHEAST OF, ALONG S.L.S.RY. FROM THE MAIN POST OFFICE
 EH1678'BLDG.  ABOUT 230 FEET NORTHEAST OF MILE POLE 263.  148 FEET SOUTHWEST
 EH1678'OF THE NORTHEAST SWITCH STAND TO MINOT SIDING.  46.5 FEET SOUTHEAST OF
 EH1678'CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS SOUTHWESTERN RY.  45 FEET
 EH1678'NORTHEAST OF THE RAILWAY TELEPHONE BOX.  20.3 FEET SOUTHWEST OF CENTER
 EH1678'OF WAGON GATE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1678
 EH1678                          STATION RECOVERY (2003)
 EH1678
 EH1678'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1222 ***********************************************************************
 EH1222  DESIGNATION -  G 55
 EH1222  PID         -  EH1222
 EH1222  STATE/COUNTY-  AR/MONROE
 EH1222  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1222
 EH1222                         *CURRENT SURVEY CONTROL
 EH1222  ___________________________________________________________________
 EH1222* NAD 83(1986)-  34 46 15.     (N)    091 15 24.     (W)     SCALED    
 EH1222* NAVD 88     -        55.429  (meters)     181.85   (feet)  ADJUSTED  
 EH1222  ___________________________________________________________________
 EH1222  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1222  DYNAMIC HT  -          55.378 (meters)     181.69  (feet)  COMP
 EH1222  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 EH1222
 EH1222  VERT ORDER  -  FIRST     CLASS II
 EH1222
 EH1222.The horizontal coordinates were scaled from a topographic map and have
 EH1222.an estimated accuracy of +/- 6 seconds.
 EH1222
 EH1222.The orthometric height was determined by differential leveling
 EH1222.and adjusted by the National Geodetic Survey in June 1991..
 EH1222
 EH1222.The geoid height was determined by GEOID03.
 EH1222
 EH1222.The dynamic height is computed by dividing the NAVD 88
 EH1222.geopotential number by the normal gravity value computed on the
 EH1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1222.degrees latitude (g = 980.6199 gals.).
 EH1222
 EH1222.The modeled gravity was interpolated from observed gravity values.
 EH1222
 EH1222;                    North         East    Units  Estimated Accuracy
 EH1222;SPC AR S     -   633,630.      468,050.      MT  (+/- 180 meters Scaled)
 EH1222
 EH1222                          SUPERSEDED SURVEY CONTROL
 EH1222
 EH1222  NGVD 29 (??/??/??)   55.446  (m)          181.91   (f) ADJUSTED    1 2
 EH1222
 EH1222.Superseded values are not recommended for survey control.
 EH1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1222.See file dsdata.txt to determine how the superseded data were derived.
 EH1222
 EH1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU595490(NAD 83)
 EH1222_MARKER: DB = BENCH MARK DISK
 EH1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1222_STAMPING: G 55 1935
 EH1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1222+STABILITY: SURFACE MOTION
 EH1222
 EH1222  HISTORY     - Date     Condition        Report By
 EH1222  HISTORY     - 1935     MONUMENTED       CGS
 EH1222  HISTORY     - 1955     GOOD             CGS
 EH1222
 EH1222                          STATION DESCRIPTION
 EH1222
 EH1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1222'0.8 MI SW FROM KEEVIL.
 EH1222'ABOUT 0.8 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EH1222'THE ROAD CROSSING AT KEEVIL, 151 FEET NORTH AND ACROSS TRACK FROM MILE
 EH1222'POLE 208, 46 FEET NORTHWEST OF NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A
 EH1222'FENCE LINE, 32 1/2 FEET SOUTHWEST OF A TELEPHONE POLE NO. 331 (POLE IS
 EH1222'IN ROW OF POLES NEAR FENCE LINE), 27 FEET WEST OF A TELEPHONE POLE IN
 EH1222'ROW OF POLES NEAREST TO TRACK, ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK
 EH1222'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1358 ***********************************************************************
 EH1358  DESIGNATION -  G 57
 EH1358  PID         -  EH1358
 EH1358  STATE/COUNTY-  AR/ARKANSAS
 EH1358  USGS QUAD   -  DE WITT SW (1968)
 EH1358
 EH1358                         *CURRENT SURVEY CONTROL
 EH1358  ___________________________________________________________________
 EH1358* NAD 83(1986)-  34 22 21.     (N)    091 24 33.     (W)     SCALED    
 EH1358* NAVD 88     -        60.446  (meters)     198.31   (feet)  ADJUSTED  
 EH1358  ___________________________________________________________________
 EH1358  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH1358  DYNAMIC HT  -          60.387 (meters)     198.12  (feet)  COMP
 EH1358  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 EH1358
 EH1358  VERT ORDER  -  FIRST     CLASS II
 EH1358
 EH1358.The horizontal coordinates were scaled from a topographic map and have
 EH1358.an estimated accuracy of +/- 6 seconds.
 EH1358
 EH1358.The orthometric height was determined by differential leveling
 EH1358.and adjusted by the National Geodetic Survey in August 1993..
 EH1358.WARNING-Repeat measurements at this control monument indicate possible
 EH1358.vertical movement.
 EH1358
 EH1358.The geoid height was determined by GEOID03.
 EH1358
 EH1358.The dynamic height is computed by dividing the NAVD 88
 EH1358.geopotential number by the normal gravity value computed on the
 EH1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1358.degrees latitude (g = 980.6199 gals.).
 EH1358
 EH1358.The modeled gravity was interpolated from observed gravity values.
 EH1358
 EH1358;                    North         East    Units  Estimated Accuracy
 EH1358;SPC AR S     -   589,360.      454,340.      MT  (+/- 180 meters Scaled)
 EH1358
 EH1358                          SUPERSEDED SURVEY CONTROL
 EH1358
 EH1358  NAVD 88 (06/15/91)   60.503  (m)          198.50   (f) UNKNOWN     1 2
 EH1358  NGVD 29 (??/??/??)   60.510  (m)          198.52   (f) ADJUSTED    1 2
 EH1358
 EH1358.Superseded values are not recommended for survey control.
 EH1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1358.See file dsdata.txt to determine how the superseded data were derived.
 EH1358
 EH1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462046(NAD 83)
 EH1358_MARKER: DB = BENCH MARK DISK
 EH1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1358_STAMPING: G 57 1935
 EH1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1358+STABILITY: SURFACE MOTION
 EH1358
 EH1358  HISTORY     - Date     Condition        Report By
 EH1358  HISTORY     - 1935     MONUMENTED       CGS
 EH1358  HISTORY     - 1954     GOOD             CGS
 EH1358  HISTORY     - 20030521 MARK NOT FOUND   USACE
 EH1358
 EH1358                          STATION DESCRIPTION
 EH1358
 EH1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1358'2.3 MI S FROM ALMYRA.
 EH1358'2.3 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1358'STATION AT ALMYRA, AT A ROAD CROSSING, 1 POLE NORTH OF MILEPOST 247,
 EH1358'37.5 FEET WEST OF THE WEST RAIL, 43 FEET SOUTH OF THE CENTER LNE OF A
 EH1358'ROAD, 3.5 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTH OF A WITNESS
 EH1358'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 EH1358'THE GROUND.
 EH1358
 EH1358                          STATION RECOVERY (2003)
 EH1358
 EH1358'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0241 ***********************************************************************
 FH0241  DESIGNATION -  G 58
 FH0241  PID         -  FH0241
 FH0241  STATE/COUNTY-  AR/SEBASTIAN
 FH0241  USGS QUAD   -  HUNTINGTON (1987)
 FH0241
 FH0241                         *CURRENT SURVEY CONTROL
 FH0241  ___________________________________________________________________
 FH0241* NAD 83(1986)-  35 03 03.     (N)    094 16 21.     (W)     SCALED    
 FH0241* NAVD 88     -       185.388  (meters)     608.23   (feet)  ADJUSTED  
 FH0241  ___________________________________________________________________
 FH0241  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 FH0241  DYNAMIC HT  -         185.201 (meters)     607.61  (feet)  COMP
 FH0241  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 FH0241
 FH0241  VERT ORDER  -  SECOND    CLASS 0
 FH0241
 FH0241.The horizontal coordinates were scaled from a topographic map and have
 FH0241.an estimated accuracy of +/- 6 seconds.
 FH0241
 FH0241.The orthometric height was determined by differential leveling
 FH0241.and adjusted by the National Geodetic Survey in June 1991..
 FH0241
 FH0241.The geoid height was determined by GEOID03.
 FH0241
 FH0241.The dynamic height is computed by dividing the NAVD 88
 FH0241.geopotential number by the normal gravity value computed on the
 FH0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0241.degrees latitude (g = 980.6199 gals.).
 FH0241
 FH0241.The modeled gravity was interpolated from observed gravity values.
 FH0241
 FH0241;                    North         East    Units  Estimated Accuracy
 FH0241;SPC AR N     -    81,990.      192,700.      MT  (+/- 180 meters Scaled)
 FH0241
 FH0241                          SUPERSEDED SURVEY CONTROL
 FH0241
 FH0241  NGVD 29 (??/??/92)  185.27   (m)          607.8    (f) COMPUTED    2 0
 FH0241
 FH0241.Superseded values are not recommended for survey control.
 FH0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0241.See file dsdata.txt to determine how the superseded data were derived.
 FH0241
 FH0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU839794(NAD 83)
 FH0241_MARKER: DB = BENCH MARK DISK
 FH0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0241_SP_SET: CULVERT
 FH0241_STAMPING: G 58 1934
 FH0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0241
 FH0241  HISTORY     - Date     Condition        Report By
 FH0241  HISTORY     - 1934     MONUMENTED       CGS
 FH0241  HISTORY     - 1959     GOOD             NGS
 FH0241  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0241
 FH0241                          STATION DESCRIPTION
 FH0241
 FH0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0241'1.5 MI W FROM MANSFIELD.
 FH0241'1.5 MILES WEST OF, ALONG C.R.I. AND P.RY. FROM SCHOOL.  BRONZE
 FH0241'TABLET IN SOUTH HEADWALL OF CONCRETE RAILROAD CULVERT, 60 FEET
 FH0241'SOUTHWEST OF M.P. 272-15, 58 FEET NORTH OF CONCRETE FLOOD GATE
 FH0241'AT NORTHEAST CORNER OF RESERVOIR, 34 FEET NORTH OF R/W FENCE,
 FH0241'16 FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 FH0241'R.R. TRACK, 1.8 FEET BELOW TOP OF RAILS.  NOTE-- THIS MARK IS
 FH0241'THOUGHT TO BE A LITTLE LESS THAN 1 MI W OF THE MANSFIELD RR STA.
 FH0241'AND IS ABOUT 1 1/2 FT E OF W END OF S HEADWALL.
 FH0241
 FH0241                          STATION RECOVERY (1959)
 FH0241
 FH0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0241'RECOVERED IN GOOD CONDITION.
 FH0241
 FH0241                          STATION RECOVERY (1985)
 FH0241
 FH0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0241'NOT RECOVERED, HEADWALL GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1313 ***********************************************************************
 EJ1313  DESIGNATION -  G 59
 EJ1313  PID         -  EJ1313
 EJ1313  STATE/COUNTY-  AR/GARLAND
 EJ1313  USGS QUAD   -  PEARCY (1976)
 EJ1313
 EJ1313                         *CURRENT SURVEY CONTROL
 EJ1313  ___________________________________________________________________
 EJ1313* NAD 83(1986)-  34 25 40.     (N)    093 17 26.     (W)     SCALED    
 EJ1313* NAVD 88     -       184.255  (meters)     604.51   (feet)  ADJUSTED  
 EJ1313  ___________________________________________________________________
 EJ1313  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EJ1313  DYNAMIC HT  -         184.071 (meters)     603.91  (feet)  COMP
 EJ1313  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 EJ1313
 EJ1313  VERT ORDER  -  SECOND    CLASS 0
 EJ1313
 EJ1313.The horizontal coordinates were scaled from a topographic map and have
 EJ1313.an estimated accuracy of +/- 6 seconds.
 EJ1313
 EJ1313.The orthometric height was determined by differential leveling
 EJ1313.and adjusted by the National Geodetic Survey in June 1991..
 EJ1313
 EJ1313.The geoid height was determined by GEOID03.
 EJ1313
 EJ1313.The dynamic height is computed by dividing the NAVD 88
 EJ1313.geopotential number by the normal gravity value computed on the
 EJ1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1313.degrees latitude (g = 980.6199 gals.).
 EJ1313
 EJ1313.The modeled gravity was interpolated from observed gravity values.
 EJ1313
 EJ1313;                    North         East    Units  Estimated Accuracy
 EJ1313;SPC AR S     -   596,080.      281,380.      MT  (+/- 180 meters Scaled)
 EJ1313
 EJ1313                          SUPERSEDED SURVEY CONTROL
 EJ1313
 EJ1313  NGVD 29 (??/??/92)  184.238  (m)          604.45   (f) ADJ UNCH    2 0
 EJ1313
 EJ1313.Superseded values are not recommended for survey control.
 EJ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1313.See file dsdata.txt to determine how the superseded data were derived.
 EJ1313
 EJ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU733096(NAD 83)
 EJ1313_MARKER: DB = BENCH MARK DISK
 EJ1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1313_STAMPING: G-59 1934
 EJ1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1313+STABILITY: SURFACE MOTION
 EJ1313
 EJ1313  HISTORY     - Date     Condition        Report By
 EJ1313  HISTORY     - 1934     MONUMENTED       CGS
 EJ1313  HISTORY     - 1965     MARK NOT FOUND   USGS
 EJ1313
 EJ1313                          STATION DESCRIPTION
 EJ1313
 EJ1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1313'IN PEARCY.
 EJ1313'96 FEET SOUTH OF CENTERLINE OF U.S.HWY.70.  39.4 FEET NORTHWEST OF
 EJ1313'NORTHWEST CORNER OF E.J.ROWELL RESIDENCE.  24 FEET SOUTHEAST OF
 EJ1313'CENTERLINE OF CROSS ROAD.  12.9 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 EJ1313'POST OFFICE BUILDING.  7 FEET NORTH OF NORTH EDGE OF CONCRETE BASE OF
 EJ1313'WELL CURBING.  6 FEET BELOW LEVEL OF HIGHWAY.  1.3 FEET NORTHWEST OF
 EJ1313'FENCE.  TABLET SET IN PRECAST CONCRETE POST.  NOTE-- DISTANCES FALL
 EJ1313'UNDER A CONCRETE DRIVEWAY TO BUILDING.
 EJ1313
 EJ1313                          STATION RECOVERY (1965)
 EJ1313
 EJ1313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0153 ***********************************************************************
 EK0153  DESIGNATION -  G 60
 EK0153  PID         -  EK0153
 EK0153  STATE/COUNTY-  AR/HOWARD
 EK0153  USGS QUAD   -  DIERKS DAM (1966)
 EK0153
 EK0153                         *CURRENT SURVEY CONTROL
 EK0153  ___________________________________________________________________
 EK0153* NAD 83(1986)-  34 07 47.     (N)    094 01 02.     (W)     SCALED    
 EK0153* NAVD 88     -       161.925  (meters)     531.25   (feet)  ADJUSTED  
 EK0153  ___________________________________________________________________
 EK0153  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EK0153  DYNAMIC HT  -         161.760 (meters)     530.71  (feet)  COMP
 EK0153  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 EK0153
 EK0153  VERT ORDER  -  SECOND    CLASS 0
 EK0153
 EK0153.The horizontal coordinates were scaled from a topographic map and have
 EK0153.an estimated accuracy of +/- 6 seconds.
 EK0153
 EK0153.The orthometric height was determined by differential leveling
 EK0153.and adjusted by the National Geodetic Survey in June 1991..
 EK0153
 EK0153.The geoid height was determined by GEOID03.
 EK0153
 EK0153.The dynamic height is computed by dividing the NAVD 88
 EK0153.geopotential number by the normal gravity value computed on the
 EK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0153.degrees latitude (g = 980.6199 gals.).
 EK0153
 EK0153.The modeled gravity was interpolated from observed gravity values.
 EK0153
 EK0153;                    North         East    Units  Estimated Accuracy
 EK0153;SPC AR S     -   564,100.      213,950.      MT  (+/- 180 meters Scaled)
 EK0153
 EK0153                          SUPERSEDED SURVEY CONTROL
 EK0153
 EK0153  NGVD 29 (??/??/92)  161.886  (m)          531.12   (f) ADJ UNCH    2 0
 EK0153
 EK0153.Superseded values are not recommended for survey control.
 EK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0153.See file dsdata.txt to determine how the superseded data were derived.
 EK0153
 EK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT062770(NAD 83)
 EK0153_MARKER: DB = BENCH MARK DISK
 EK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0153_STAMPING: G-60 1934
 EK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0153+STABILITY: SURFACE MOTION
 EK0153
 EK0153  HISTORY     - Date     Condition        Report By
 EK0153  HISTORY     - 1934     MONUMENTED       CGS
 EK0153  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0153
 EK0153                          STATION DESCRIPTION
 EK0153
 EK0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0153'0.6 MI NE FROM DIERKS.
 EK0153'0.6 MILES NORTHEAST OF, ALONG U.S. HWY. FROM HIGH SCHOOL.
 EK0153'ABOUT 144 FEET NORTH OF CENTERLINE OF GATEWAY TO C.C.C. CAMP
 EK0153'P-54, CO. 1705, 114 FEET SOUTH OF TELEPHONE POLE 10, 66 FEET
 EK0153'NORTHEAST OF NORTHEAST CORNER OF MESS HALL, 31 FEET WEST OF
 EK0153'CENTERLINE OF U.S. HWY. 70, 3.3 FEET NORTHWEST OF NORTHEAST FENCE
 EK0153'CORNER OF C.C.C. CAMP, TABLET SET IN PRECAST CONCRETE POST.
 EK0153
 EK0153                          STATION RECOVERY (1962)
 EK0153
 EK0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1322 ***********************************************************************
 EJ1322  DESIGNATION -  G 61
 EJ1322  PID         -  EJ1322
 EJ1322  STATE/COUNTY-  AR/PIKE
 EJ1322  USGS QUAD   -  MURFREESBORO (1970)
 EJ1322
 EJ1322                         *CURRENT SURVEY CONTROL
 EJ1322  ___________________________________________________________________
 EJ1322* NAD 83(1986)-  34 02 55.     (N)    093 43 14.     (W)     SCALED    
 EJ1322* NAVD 88     -       107.664  (meters)     353.23   (feet)  ADJUSTED  
 EJ1322  ___________________________________________________________________
 EJ1322  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EJ1322  DYNAMIC HT  -         107.556 (meters)     352.87  (feet)  COMP
 EJ1322  MODELED GRAV-     979,625.8   (mgal)                       NAVD 88
 EJ1322
 EJ1322  VERT ORDER  -  SECOND    CLASS 0
 EJ1322
 EJ1322.The horizontal coordinates were scaled from a topographic map and have
 EJ1322.an estimated accuracy of +/- 6 seconds.
 EJ1322
 EJ1322.The orthometric height was determined by differential leveling
 EJ1322.and adjusted by the National Geodetic Survey in June 1991..
 EJ1322
 EJ1322.The geoid height was determined by GEOID03.
 EJ1322
 EJ1322.The dynamic height is computed by dividing the NAVD 88
 EJ1322.geopotential number by the normal gravity value computed on the
 EJ1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1322.degrees latitude (g = 980.6199 gals.).
 EJ1322
 EJ1322.The modeled gravity was interpolated from observed gravity values.
 EJ1322
 EJ1322;                    North         East    Units  Estimated Accuracy
 EJ1322;SPC AR S     -   554,610.      241,160.      MT  (+/- 180 meters Scaled)
 EJ1322
 EJ1322                          SUPERSEDED SURVEY CONTROL
 EJ1322
 EJ1322  NGVD 29 (??/??/92)  107.659  (m)          353.21   (f) ADJ UNCH    2 0
 EJ1322
 EJ1322.Superseded values are not recommended for survey control.
 EJ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1322.See file dsdata.txt to determine how the superseded data were derived.
 EJ1322
 EJ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT334677(NAD 83)
 EJ1322_MARKER: DB = BENCH MARK DISK
 EJ1322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1322_SP_SET: BRIDGE
 EJ1322_STAMPING: G 61 1934
 EJ1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1322
 EJ1322  HISTORY     - Date     Condition        Report By
 EJ1322  HISTORY     - 1934     MONUMENTED       CGS
 EJ1322  HISTORY     - 1962     GOOD             NGS
 EJ1322  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 EJ1322  HISTORY     - 20041006 MARK NOT FOUND   GEOCAC
 EJ1322
 EJ1322                          STATION DESCRIPTION
 EJ1322
 EJ1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1322'2.1 MI SW FROM MURFREESBORO.
 EJ1322'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 EJ1322'AT MURFREESBORO, PIKE COUNTY, AT THE STEEL BRIDGE OVER LITTLE MISSOURI
 EJ1322'RIVER, IN THE RAIL BASE OF THE CONCRETE APPROACH, 12 FEET NORTH OF THE
 EJ1322'CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF THE WEST END OF THE
 EJ1322'NORTH STEEL TRUSS.  A STANDARD DISK, STAMPED G 61 1934.
 EJ1322
 EJ1322                          STATION RECOVERY (2004)
 EJ1322
 EJ1322'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 EJ1322'MARK NOT FOUND.
 EJ1322
 EJ1322                          STATION RECOVERY (2004)
 EJ1322
 EJ1322'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 EJ1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1017 ***********************************************************************
 DL1017  DESIGNATION -  G 62
 DL1017  PID         -  DL1017
 DL1017  STATE/COUNTY-  AR/HEMPSTEAD
 DL1017  USGS QUAD   -  NASHVILLE (1951)
 DL1017
 DL1017                         *CURRENT SURVEY CONTROL
 DL1017  ___________________________________________________________________
 DL1017* NAD 83(1986)-  33 52 33.     (N)    093 45 42.     (W)     SCALED    
 DL1017* NAVD 88     -       114.778  (meters)     376.57   (feet)  ADJUSTED  
 DL1017  ___________________________________________________________________
 DL1017  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DL1017  DYNAMIC HT  -         114.661 (meters)     376.18  (feet)  COMP
 DL1017  MODELED GRAV-     979,612.6   (mgal)                       NAVD 88
 DL1017
 DL1017  VERT ORDER  -  SECOND    CLASS 0
 DL1017
 DL1017.The horizontal coordinates were scaled from a topographic map and have
 DL1017.an estimated accuracy of +/- 6 seconds.
 DL1017
 DL1017.The orthometric height was determined by differential leveling
 DL1017.and adjusted by the National Geodetic Survey in June 1991..
 DL1017
 DL1017.The geoid height was determined by GEOID03.
 DL1017
 DL1017.The dynamic height is computed by dividing the NAVD 88
 DL1017.geopotential number by the normal gravity value computed on the
 DL1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1017.degrees latitude (g = 980.6199 gals.).
 DL1017
 DL1017.The modeled gravity was interpolated from observed gravity values.
 DL1017
 DL1017;                    North         East    Units  Estimated Accuracy
 DL1017;SPC AR S     -   535,510.      237,030.      MT  (+/- 180 meters Scaled)
 DL1017
 DL1017                          SUPERSEDED SURVEY CONTROL
 DL1017
 DL1017  NGVD 29 (??/??/92)  114.788  (m)          376.60   (f) ADJ UNCH    2 0
 DL1017
 DL1017.Superseded values are not recommended for survey control.
 DL1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1017.See file dsdata.txt to determine how the superseded data were derived.
 DL1017
 DL1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT295486(NAD 83)
 DL1017_MARKER: DB = BENCH MARK DISK
 DL1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1017_STAMPING: G 62 1934
 DL1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1017+STABILITY: SURFACE MOTION
 DL1017
 DL1017  HISTORY     - Date     Condition        Report By
 DL1017  HISTORY     - 1934     MONUMENTED       CGS
 DL1017  HISTORY     - 1962     MARK NOT FOUND   NGS
 DL1017
 DL1017                          STATION DESCRIPTION
 DL1017
 DL1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1017'3.2 MI NW FROM OZAN.
 DL1017'3.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1017'STATION AT OZAN, HEMPSTEAD COUNTY, 96 FEET SOUTHEAST OF THE FOURTH
 DL1017'POLE NORTHWEST OF THE TWENTIETH POLE NORTHWEST OF MILEPOST 475, 38.2
 DL1017'FEET NORTHEAST OF POLE 250, 26.4 FEET SOUTH OF THE CENTERLINE OF THE
 DL1017'TRACK, 17.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 2.9 FEET WEST OF
 DL1017'A CROSS FENCE.  A STANDARD DISK, STAMPED G 62 1934 AND SET IN THE TOP
 DL1017'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1002 ***********************************************************************
 DL1002  DESIGNATION -  G 64
 DL1002  PID         -  DL1002
 DL1002  STATE/COUNTY-  AR/HEMPSTEAD
 DL1002  USGS QUAD   -  HOPE (1978)
 DL1002
 DL1002                         *CURRENT SURVEY CONTROL
 DL1002  ___________________________________________________________________
 DL1002* NAD 83(1986)-  33 41 44.     (N)    093 30 52.     (W)     SCALED    
 DL1002* NAVD 88     -        85.362  (meters)     280.06   (feet)  ADJUSTED  
 DL1002  ___________________________________________________________________
 DL1002  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DL1002  DYNAMIC HT  -          85.273 (meters)     279.77  (feet)  COMP
 DL1002  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 DL1002
 DL1002  VERT ORDER  -  SECOND    CLASS 0
 DL1002
 DL1002.The horizontal coordinates were scaled from a topographic map and have
 DL1002.an estimated accuracy of +/- 6 seconds.
 DL1002
 DL1002.The orthometric height was determined by differential leveling
 DL1002.and adjusted by the National Geodetic Survey in June 1991..
 DL1002
 DL1002.The geoid height was determined by GEOID03.
 DL1002
 DL1002.The dynamic height is computed by dividing the NAVD 88
 DL1002.geopotential number by the normal gravity value computed on the
 DL1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1002.degrees latitude (g = 980.6199 gals.).
 DL1002
 DL1002.The modeled gravity was interpolated from observed gravity values.
 DL1002
 DL1002;                    North         East    Units  Estimated Accuracy
 DL1002;SPC AR S     -   515,160.      259,610.      MT  (+/- 180 meters Scaled)
 DL1002
 DL1002                          SUPERSEDED SURVEY CONTROL
 DL1002
 DL1002  NGVD 29 (??/??/92)   85.368  (m)          280.08   (f) ADJ UNCH    2 0
 DL1002
 DL1002.Superseded values are not recommended for survey control.
 DL1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1002.See file dsdata.txt to determine how the superseded data were derived.
 DL1002
 DL1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT523285(NAD 83)
 DL1002_MARKER: DB = BENCH MARK DISK
 DL1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1002_STAMPING: G-64 1935
 DL1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1002+STABILITY: SURFACE MOTION
 DL1002
 DL1002  HISTORY     - Date     Condition        Report By
 DL1002  HISTORY     - 1935     MONUMENTED       CGS
 DL1002  HISTORY     - 1963     GOOD             NGS
 DL1002
 DL1002                          STATION DESCRIPTION
 DL1002
 DL1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL1002'3.3 MI SW FROM EMMET.
 DL1002'3.3 MILE SOUTHWEST OF, ALONG M.P.R.R. FROM STATION.  ABOUT 320 FEET
 DL1002'WEST OF LARGE OSBORN FARM HOUSE.  61 FEET EAST OF CENTERLINE OF ROAD
 DL1002'LEADING NORTH.  34.6 FEET SOUTH OF CENTERLINE OF CROSS ROAD.  31.9
 DL1002'FEET NORTHWEST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.  26.5
 DL1002'FEET SOUTHWEST OF 4TH TELEGRAPH POLE SOUTHWEST OF M.P. 452-30.  14
 DL1002'FEET SOUTHEAST OF CENTERLINE OF GATEWAY IN R/W CROSS FENCE.  3.5 FEET
 DL1002'SOUTHWEST OF R/W CROSS FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 DL1002
 DL1002                          STATION RECOVERY (1963)
 DL1002
 DL1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1345 ***********************************************************************
 DK1345  DESIGNATION -  G 65
 DK1345  PID         -  DK1345
 DK1345  STATE/COUNTY-  AR/ASHLEY
 DK1345  USGS QUAD   -  PORTLAND (1960)
 DK1345
 DK1345                         *CURRENT SURVEY CONTROL
 DK1345  ___________________________________________________________________
 DK1345* NAD 83(1986)-  33 08 36.     (N)    091 32 11.     (W)     SCALED    
 DK1345* NAVD 88     -        37.130  (meters)     121.82   (feet)  ADJUSTED  
 DK1345  ___________________________________________________________________
 DK1345  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DK1345  DYNAMIC HT  -          37.091 (meters)     121.69  (feet)  COMP
 DK1345  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 DK1345
 DK1345  VERT ORDER  -  SECOND    CLASS 0
 DK1345
 DK1345.The horizontal coordinates were scaled from a topographic map and have
 DK1345.an estimated accuracy of +/- 6 seconds.
 DK1345
 DK1345.The orthometric height was determined by differential leveling
 DK1345.and adjusted by the National Geodetic Survey in June 1991..
 DK1345
 DK1345.The geoid height was determined by GEOID03.
 DK1345
 DK1345.The dynamic height is computed by dividing the NAVD 88
 DK1345.geopotential number by the normal gravity value computed on the
 DK1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1345.degrees latitude (g = 980.6199 gals.).
 DK1345
 DK1345.The modeled gravity was interpolated from observed gravity values.
 DK1345
 DK1345;                    North         East    Units  Estimated Accuracy
 DK1345;SPC AR S     -   452,970.      443,260.      MT  (+/- 180 meters Scaled)
 DK1345
 DK1345                          SUPERSEDED SURVEY CONTROL
 DK1345
 DK1345  NGVD 29 (??/??/??)   37.236  (m)          122.17   (f) ADJUSTED    2 0
 DK1345
 DK1345.Superseded values are not recommended for survey control.
 DK1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1345.See file dsdata.txt to determine how the superseded data were derived.
 DK1345
 DK1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS365681(NAD 83)
 DK1345_MARKER: DB = BENCH MARK DISK
 DK1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1345_SP_SET: CULVERT
 DK1345_STAMPING: G-65 1935
 DK1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1345+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 DK1345
 DK1345  HISTORY     - Date     Condition        Report By
 DK1345  HISTORY     - 1935     MONUMENTED       CGS
 DK1345  HISTORY     - 20050324 GOOD             ARHD
 DK1345
 DK1345                          STATION DESCRIPTION
 DK1345
 DK1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1345'1.8 MI N FROM PARKDALE.
 DK1345'BRONZE TABLET IN EAST HEADWALL OF CONCRETE HIGHWAY CULVERT.  80 FEET
 DK1345'NORTH OF CENTERLINE OF CROSS ROAD.  12 FEET WEST OF 5TH TELEGRAPH POLE
 DK1345'NORTH OF M.-443-10.  70 FEET SOUTHWEST OF WEST END OF RAILROAD TRESTLE
 DK1345'NO. 37.  65.2 FEET WEST OF CENTERLINE OF MISSOURI PACIFIC RR TRACK.
 DK1345'26.6 FEET SOUTH OF TELEPHONE POLE NO. 5375.  15 FEET WEST OF R/W
 DK1345'FENCE.  12 FEET EAST OF CENTERLINE OF U.S. HWY. 165.
 DK1345
 DK1345                          STATION RECOVERY (2005)
 DK1345
 DK1345'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK1345'STATION HAS MINIMAL OBSTRUCTIONS IN THE WEST BUT DUE TO THE LACK OF
 DK1345'INTACT MONUMENTATION THIS STATION COULD BE USED FOR GPS WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0442 ***********************************************************************
 FG0442  DESIGNATION -  G 66
 FG0442  PID         -  FG0442
 FG0442  STATE/COUNTY-  AR/POPE
 FG0442  USGS QUAD   -  MORELAND (1989)
 FG0442
 FG0442                         *CURRENT SURVEY CONTROL
 FG0442  ___________________________________________________________________
 FG0442* NAD 83(1986)-  35 22 13.     (N)    092 57 53.     (W)     SCALED    
 FG0442* NAVD 88     -       193.345  (meters)     634.33   (feet)  ADJUSTED  
 FG0442  ___________________________________________________________________
 FG0442  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FG0442  DYNAMIC HT  -         193.163 (meters)     633.74  (feet)  COMP
 FG0442  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 FG0442
 FG0442  VERT ORDER  -  SECOND    CLASS 0
 FG0442
 FG0442.The horizontal coordinates were scaled from a topographic map and have
 FG0442.an estimated accuracy of +/- 6 seconds.
 FG0442
 FG0442.The orthometric height was determined by differential leveling
 FG0442.and adjusted by the National Geodetic Survey in June 1991..
 FG0442
 FG0442.The geoid height was determined by GEOID03.
 FG0442
 FG0442.The dynamic height is computed by dividing the NAVD 88
 FG0442.geopotential number by the normal gravity value computed on the
 FG0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0442.degrees latitude (g = 980.6199 gals.).
 FG0442
 FG0442.The modeled gravity was interpolated from observed gravity values.
 FG0442
 FG0442;                    North         East    Units  Estimated Accuracy
 FG0442;SPC AR N     -   115,470.      312,340.      MT  (+/- 180 meters Scaled)
 FG0442
 FG0442                          SUPERSEDED SURVEY CONTROL
 FG0442
 FG0442  NGVD 29 (??/??/92)  193.331  (m)          634.29   (f) ADJ UNCH    2 0
 FG0442
 FG0442.Superseded values are not recommended for survey control.
 FG0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0442.See file dsdata.txt to determine how the superseded data were derived.
 FG0442
 FG0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV032141(NAD 83)
 FG0442_MARKER: DB = BENCH MARK DISK
 FG0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0442_STAMPING: G 66 1935
 FG0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0442+STABILITY: SURFACE MOTION
 FG0442
 FG0442  HISTORY     - Date     Condition        Report By
 FG0442  HISTORY     - 1935     MONUMENTED       CGS
 FG0442  HISTORY     - 1942     GOOD             NGS
 FG0442
 FG0442                          STATION DESCRIPTION
 FG0442
 FG0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FG0442'0.9 MI NE FROM CAGLESVILLE.
 FG0442'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 124 FROM CAGLESVILLE, POPE
 FG0442'COUNTY, 1.8 MILES SOUTH ALONG STATE HIGHWAY 105, 0.1 MILE SOUTH OF THE
 FG0442'SUMMIT OF A HILL, 0.1 MILE NORTH OF A CURVE, 72 FEET WEST OF THE
 FG0442'CENTERLINE OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTERLINE OF A ROAD
 FG0442'LEADING DOWN TO A VALLEY, AND 1 1/2 FEET EAST OF A FENCE.  A STANDARD
 FG0442'DISK, STAMPED G 66 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0482 ***********************************************************************
 FG0482  DESIGNATION -  G 67
 FG0482  PID         -  FG0482
 FG0482  STATE/COUNTY-  AR/CONWAY
 FG0482  USGS QUAD   -  HATTIEVILLE (1991)
 FG0482
 FG0482                         *CURRENT SURVEY CONTROL
 FG0482  ___________________________________________________________________
 FG0482* NAD 83(1986)-  35 17 52.     (N)    092 49 09.     (W)     SCALED    
 FG0482* NAVD 88     -       134.201  (meters)     440.29   (feet)  ADJUSTED  
 FG0482  ___________________________________________________________________
 FG0482  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FG0482  DYNAMIC HT  -         134.075 (meters)     439.88  (feet)  COMP
 FG0482  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FG0482
 FG0482  VERT ORDER  -  SECOND    CLASS 0
 FG0482
 FG0482.The horizontal coordinates were scaled from a topographic map and have
 FG0482.an estimated accuracy of +/- 6 seconds.
 FG0482
 FG0482.The orthometric height was determined by differential leveling
 FG0482.and adjusted by the National Geodetic Survey in June 1991..
 FG0482
 FG0482.The geoid height was determined by GEOID03.
 FG0482
 FG0482.The dynamic height is computed by dividing the NAVD 88
 FG0482.geopotential number by the normal gravity value computed on the
 FG0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0482.degrees latitude (g = 980.6199 gals.).
 FG0482
 FG0482.The modeled gravity was interpolated from observed gravity values.
 FG0482
 FG0482;                    North         East    Units  Estimated Accuracy
 FG0482;SPC AR N     -   107,310.      325,500.      MT  (+/- 180 meters Scaled)
 FG0482
 FG0482                          SUPERSEDED SURVEY CONTROL
 FG0482
 FG0482  NGVD 29 (??/??/92)  134.202  (m)          440.29   (f) ADJ UNCH    2 0
 FG0482
 FG0482.Superseded values are not recommended for survey control.
 FG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0482.See file dsdata.txt to determine how the superseded data were derived.
 FG0482
 FG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV164060(NAD 83)
 FG0482_MARKER: DB = BENCH MARK DISK
 FG0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0482_STAMPING: G 67 1935
 FG0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0482+STABILITY: SURFACE MOTION
 FG0482
 FG0482  HISTORY     - Date     Condition        Report By
 FG0482  HISTORY     - 1935     MONUMENTED       CGS
 FG0482  HISTORY     - 1967     GOOD             NGS
 FG0482
 FG0482                          STATION DESCRIPTION
 FG0482
 FG0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0482'1.9 MI W FROM HATTIEVILLE.
 FG0482'IT IS 1.1 MILES WEST ALONG STATE HIGHWAY 213 FROM THE POST OFFICE IN
 FG0482'HATTIEVILLE, THENCE WEST 0.6 MILE ALONG A GRAVELED ROAD TO A SIDE ROAD
 FG0482'LEFT, THENCE WEST 0.2 MILE ALONG THE GRAVELED ROAD, 61 FEET NORTHEAST
 FG0482'OF THE CENTER OF THE GRAVELED ROAD, 61 FEET SOUTHWEST OF THE SOUTHWEST
 FG0482'CORNER OF AN OLD HOUSE, 35 FEET SOUTH OF A POWERLINE POLE, 1.3 FEET
 FG0482'EAST OF A METAL WITNESS POST, 1 FOOT SOUTHWEST OF A ROCK WALL AND SET
 FG0482'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0032 ***********************************************************************
 FG0032  DESIGNATION -  G 7
 FG0032  PID         -  FG0032
 FG0032  STATE/COUNTY-  AR/STONE
 FG0032  USGS QUAD   -  OXLEY (1980)
 FG0032
 FG0032                         *CURRENT SURVEY CONTROL
 FG0032  ___________________________________________________________________
 FG0032* NAD 83(1986)-  35 45 30.     (N)    092 24 20.     (W)     SCALED    
 FG0032* NAVD 88     -       229.660  (meters)     753.48   (feet)  ADJUSTED  
 FG0032  ___________________________________________________________________
 FG0032  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FG0032  DYNAMIC HT  -         229.446 (meters)     752.77  (feet)  COMP
 FG0032  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FG0032
 FG0032  VERT ORDER  -  FIRST     CLASS II
 FG0032
 FG0032.The horizontal coordinates were scaled from a topographic map and have
 FG0032.an estimated accuracy of +/- 6 seconds.
 FG0032
 FG0032.The orthometric height was determined by differential leveling
 FG0032.and adjusted by the National Geodetic Survey in June 1991..
 FG0032
 FG0032.The geoid height was determined by GEOID03.
 FG0032
 FG0032.The dynamic height is computed by dividing the NAVD 88
 FG0032.geopotential number by the normal gravity value computed on the
 FG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0032.degrees latitude (g = 980.6199 gals.).
 FG0032
 FG0032.The modeled gravity was interpolated from observed gravity values.
 FG0032
 FG0032;                    North         East    Units  Estimated Accuracy
 FG0032;SPC AR N     -   158,170.      363,330.      MT  (+/- 180 meters Scaled)
 FG0032
 FG0032                          SUPERSEDED SURVEY CONTROL
 FG0032
 FG0032  NGVD 29 (??/??/92)  229.538  (m)          753.08   (f) ADJ UNCH    1 2
 FG0032
 FG0032.Superseded values are not recommended for survey control.
 FG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0032.See file dsdata.txt to determine how the superseded data were derived.
 FG0032
 FG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV537573(NAD 83)
 FG0032_MARKER: Z = SEE DESCRIPTION
 FG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0032_STAMPING: G-7 1931
 FG0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0032+STABILITY: SURFACE MOTION
 FG0032
 FG0032  HISTORY     - Date     Condition        Report By
 FG0032  HISTORY     - 1931     MONUMENTED       CGS
 FG0032  HISTORY     - 1935     GOOD             NGS
 FG0032
 FG0032                          STATION DESCRIPTION
 FG0032
 FG0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0032'3.8 MI N FROM ARLBERG.
 FG0032'ABOUT 3.8 MILES NORTH OF ARLBERG FROM M. AND N. A. RAILWAY STATION,
 FG0032'ALONG M. AND N. A. RAILROAD.  POST SET AT ORMOND SIDING.  60.8 FEET
 FG0032'NORTHWEST OF MILEPOLE 197+7.  53.0 FEET WEST OF ORMOND STATION SIGN.
 FG0032'42.9 FEET NORTHWEST OF ORMOND WAITING SHED.  25.1 FEET SOUTHWEST OF
 FG0032'CENTERLINE OF RAILROAD.  SET IN SMALL CUT TO RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0004 ***********************************************************************
 EJ0004  DESIGNATION -  G 70
 EJ0004  PID         -  EJ0004
 EJ0004  STATE/COUNTY-  AR/FAULKNER
 EJ0004  USGS QUAD   -  MAYFLOWER (1987)
 EJ0004
 EJ0004                         *CURRENT SURVEY CONTROL
 EJ0004  ___________________________________________________________________
 EJ0004* NAD 83(1986)-  34 55 54.     (N)    092 26 47.     (W)     SCALED    
 EJ0004* NAVD 88     -        90.195  (meters)     295.91   (feet)  ADJUSTED  
 EJ0004  ___________________________________________________________________
 EJ0004  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EJ0004  DYNAMIC HT  -          90.110 (meters)     295.64  (feet)  COMP
 EJ0004  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 EJ0004
 EJ0004  VERT ORDER  -  FIRST     CLASS II
 EJ0004
 EJ0004.The horizontal coordinates were scaled from a topographic map and have
 EJ0004.an estimated accuracy of +/- 6 seconds.
 EJ0004
 EJ0004.The orthometric height was determined by differential leveling
 EJ0004.and adjusted by the National Geodetic Survey in June 1991..
 EJ0004
 EJ0004.The geoid height was determined by GEOID03.
 EJ0004
 EJ0004.The dynamic height is computed by dividing the NAVD 88
 EJ0004.geopotential number by the normal gravity value computed on the
 EJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0004.degrees latitude (g = 980.6199 gals.).
 EJ0004
 EJ0004.The modeled gravity was interpolated from observed gravity values.
 EJ0004
 EJ0004;                    North         East    Units  Estimated Accuracy
 EJ0004;SPC AR N     -    66,470.      359,220.      MT  (+/- 180 meters Scaled)
 EJ0004
 EJ0004                          SUPERSEDED SURVEY CONTROL
 EJ0004
 EJ0004  NGVD 29 (??/??/92)   90.249  (m)          296.09   (f) ADJ UNCH    1 2
 EJ0004
 EJ0004.Superseded values are not recommended for survey control.
 EJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0004.See file dsdata.txt to determine how the superseded data were derived.
 EJ0004
 EJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU505656(NAD 83)
 EJ0004_MARKER: DB = BENCH MARK DISK
 EJ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0004_STAMPING: G 70 1934
 EJ0004_MARK LOGO: CGS   
 EJ0004_PROJECTION: PROJECTING 5 CENTIMETERS
 EJ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0004+STABILITY: SURFACE MOTION
 EJ0004
 EJ0004  HISTORY     - Date     Condition        Report By
 EJ0004  HISTORY     - 1934     MONUMENTED       CGS
 EJ0004  HISTORY     - 1967     GOOD             NGS
 EJ0004  HISTORY     - 1984     GOOD             NGS
 EJ0004  HISTORY     - 1988     GOOD             USPSQD
 EJ0004  HISTORY     - 1989     GOOD             USPSQD
 EJ0004
 EJ0004                          STATION DESCRIPTION
 EJ0004
 EJ0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0004'2.1 MI S FROM MAYFLOWER.
 EJ0004'IT IS 2.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EJ0004'MAYFLOWER, 125 FEET NORTHEAST OF THE CENTER OF A FARM ROAD CROSSING,
 EJ0004'43 FEET EAST OF THE EAST RAIL OF THE TRACKS, 22 FEET NORTHEAST OF A
 EJ0004'TELEPHONE LINE POLE, 2 FEET WEST OF A FENCE, 4 FEET SOUTH OF A METAL
 EJ0004'WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 EJ0004'PROJECTING 2 INCHES.
 EJ0004
 EJ0004                          STATION RECOVERY (1984)
 EJ0004
 EJ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0004'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM
 EJ0004'(2.0 MI) SOUTHWEST ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ0004'MAYFLOWER THENCE 1.2 KM (0.75 MI) WEST-NORTHWEST ALONG A FARM ROAD TO
 EJ0004'THE MARK ON THE RIGHT, 38.10 METERS (125.0 FT) NORTH-NORTHEAST OF THE
 EJ0004'APPROXIMATE CENTER OF THT FARM ROAD, 14.02 METERS (46.0 FT)
 EJ0004'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE RAILROAD TRACK, AND
 EJ0004'7.07 METERS (23.2 FT) NORTHEAST OF A POWERLINE POLE.
 EJ0004'THE MARK IS 0.91 M BELOW TRACKS.
 EJ0004
 EJ0004                          STATION RECOVERY (1988)
 EJ0004
 EJ0004'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0004'RECOVERED IN GOOD CONDITION.
 EJ0004
 EJ0004                          STATION RECOVERY (1989)
 EJ0004
 EJ0004'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0400 ***********************************************************************
 FG0400  DESIGNATION -  G 71 RESET
 FG0400  PID         -  FG0400
 FG0400  STATE/COUNTY-  AR/PERRY
 FG0400  USGS QUAD   -  PERRYVILLE (1989)
 FG0400
 FG0400                         *CURRENT SURVEY CONTROL
 FG0400  ___________________________________________________________________
 FG0400* NAD 83(1986)-  35 02 40.     (N)    092 47 34.     (W)     SCALED    
 FG0400* NAVD 88     -        95.10   (+/-2cm)     312.0    (feet)  VERTCON   
 FG0400  ___________________________________________________________________
 FG0400  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FG0400
 FG0400  VERT ORDER  -  THIRD (See Below)
 FG0400
 FG0400.The horizontal coordinates were scaled from a topographic map and have
 FG0400.an estimated accuracy of +/- 6 seconds.
 FG0400
 FG0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG0400.The vertical order pertains to the NGVD 29 superseded value.
 FG0400
 FG0400.The geoid height was determined by GEOID03.
 FG0400
 FG0400;                    North         East    Units  Estimated Accuracy
 FG0400;SPC AR N     -    79,180.      327,670.      MT  (+/- 180 meters Scaled)
 FG0400
 FG0400                          SUPERSEDED SURVEY CONTROL
 FG0400
 FG0400  NGVD 29 (08/21/02)   95.12   (m)          312.1    (f) RESET       3  
 FG0400
 FG0400.Superseded values are not recommended for survey control.
 FG0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0400.See file dsdata.txt to determine how the superseded data were derived.
 FG0400
 FG0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU188779(NAD 83)
 FG0400_MARKER: DB = BENCH MARK DISK
 FG0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0400_STAMPING: G 71 RESET 1976
 FG0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0400+STABILITY: SURFACE MOTION
 FG0400
 FG0400  HISTORY     - Date     Condition        Report By
 FG0400  HISTORY     - 1976     MONUMENTED       NGS
 FG0400
 FG0400                          STATION DESCRIPTION
 FG0400
 FG0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FG0400'IN PERRY.
 FG0400'0.2 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE RAILROAD CROSSING IN
 FG0400'PERRY TO THE PERRY ELEMENTARY SCHOOL ON LEFT, 43.5 FEET EAST-SOUTHEAST
 FG0400'OF THE CENTER OF STATE HIGHWAY 9, 60.5 FEET WEST OF THE NORTHWEST
 FG0400'CORNER OF SCHOOL BUILDING, 64.5 FEET NORTH OF A 36 INCH OAK TREE IN
 FG0400'SCHOOL YARD.  A STANDARD DISK SET IN DRILL HOLE IN NORTH END OF TOP
 FG0400'CONCRETE STEP TO SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0311 ***********************************************************************
 FG0311  DESIGNATION -  G 72
 FG0311  PID         -  FG0311
 FG0311  STATE/COUNTY-  AR/POPE
 FG0311  USGS QUAD   -  ATKINS (1989)
 FG0311
 FG0311                         *CURRENT SURVEY CONTROL
 FG0311  ___________________________________________________________________
 FG0311* NAD 83(1986)-  35 14 30.     (N)    092 57 18.     (W)     SCALED    
 FG0311* NAVD 88     -       117.692  (meters)     386.13   (feet)  ADJUSTED  
 FG0311  ___________________________________________________________________
 FG0311  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FG0311  DYNAMIC HT  -         117.581 (meters)     385.76  (feet)  COMP
 FG0311  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FG0311
 FG0311  VERT ORDER  -  SECOND    CLASS 0
 FG0311
 FG0311.The horizontal coordinates were scaled from a topographic map and have
 FG0311.an estimated accuracy of +/- 6 seconds.
 FG0311
 FG0311.The orthometric height was determined by differential leveling
 FG0311.and adjusted by the National Geodetic Survey in June 1991..
 FG0311
 FG0311.The geoid height was determined by GEOID03.
 FG0311
 FG0311.The dynamic height is computed by dividing the NAVD 88
 FG0311.geopotential number by the normal gravity value computed on the
 FG0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0311.degrees latitude (g = 980.6199 gals.).
 FG0311
 FG0311.The modeled gravity was interpolated from observed gravity values.
 FG0311
 FG0311;                    North         East    Units  Estimated Accuracy
 FG0311;SPC AR N     -   101,190.      313,080.      MT  (+/- 180 meters Scaled)
 FG0311
 FG0311                          SUPERSEDED SURVEY CONTROL
 FG0311
 FG0311  NGVD 29 (??/??/92)  117.707  (m)          386.18   (f) ADJ UNCH    2 0
 FG0311
 FG0311.Superseded values are not recommended for survey control.
 FG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0311.See file dsdata.txt to determine how the superseded data were derived.
 FG0311
 FG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU040998(NAD 83)
 FG0311_MARKER: DB = BENCH MARK DISK
 FG0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0311_STAMPING: G 72 1934
 FG0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0311+STABILITY: SURFACE MOTION
 FG0311
 FG0311  HISTORY     - Date     Condition        Report By
 FG0311  HISTORY     - 1934     MONUMENTED       CGS
 FG0311  HISTORY     - 1967     GOOD             NGS
 FG0311  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0311
 FG0311                          STATION DESCRIPTION
 FG0311
 FG0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0311'1.2 MI W FROM ATKINS.
 FG0311'IT IS 1.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FG0311'STATION IN ATKINS, 5-1/2 RAILS EAST OF MILEPOST 407, 46 FEET SOUTHEAST
 FG0311'OF THE CENTER OF A FRAMROAD CROSSING, 47 FEET SOUTH OF THE CENTER OF
 FG0311'THE RAILROAD TRACKS, 3 FEET EAST OF THE EAST GATE POST WHICH HAS A
 FG0311'WITNESS SIGN ATTACHED AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 FG0311'POST PROJECTING 1 INCH.
 FG0311
 FG0311                          STATION RECOVERY (1984)
 FG0311
 FG0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0311'NOT SEARCHED FOR.  SET ALONG RAILROAD, LEVEL LINE REROUTED ALONG U.S.
 FG0311'HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0920 ***********************************************************************
 EJ0920  DESIGNATION -  G 73
 EJ0920  PID         -  EJ0920
 EJ0920  STATE/COUNTY-  AR/PERRY
 EJ0920  USGS QUAD   -  THORNBURG (1984)
 EJ0920
 EJ0920                         *CURRENT SURVEY CONTROL
 EJ0920  ___________________________________________________________________
 EJ0920* NAD 83(1986)-  34 53 24.     (N)    092 46 48.     (W)     SCALED    
 EJ0920* NAVD 88     -       147.297  (meters)     483.26   (feet)  ADJUSTED  
 EJ0920  ___________________________________________________________________
 EJ0920  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 EJ0920  DYNAMIC HT  -         147.155 (meters)     482.79  (feet)  COMP
 EJ0920  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EJ0920
 EJ0920  VERT ORDER  -  SECOND    CLASS 0
 EJ0920
 EJ0920.The horizontal coordinates were scaled from a topographic map and have
 EJ0920.an estimated accuracy of +/- 6 seconds.
 EJ0920
 EJ0920.The orthometric height was determined by differential leveling
 EJ0920.and adjusted by the National Geodetic Survey in June 1991..
 EJ0920
 EJ0920.The geoid height was determined by GEOID03.
 EJ0920
 EJ0920.The dynamic height is computed by dividing the NAVD 88
 EJ0920.geopotential number by the normal gravity value computed on the
 EJ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0920.degrees latitude (g = 980.6199 gals.).
 EJ0920
 EJ0920.The modeled gravity was interpolated from observed gravity values.
 EJ0920
 EJ0920;                    North         East    Units  Estimated Accuracy
 EJ0920;SPC AR N     -    62,040.      328,700.      MT  (+/- 180 meters Scaled)
 EJ0920
 EJ0920                          SUPERSEDED SURVEY CONTROL
 EJ0920
 EJ0920  NGVD 29 (??/??/92)  147.313  (m)          483.31   (f) ADJ UNCH    2 0
 EJ0920
 EJ0920.Superseded values are not recommended for survey control.
 EJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0920.See file dsdata.txt to determine how the superseded data were derived.
 EJ0920
 EJ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU201608(NAD 83)
 EJ0920_MARKER: DB = BENCH MARK DISK
 EJ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0920_STAMPING: G 73 1935
 EJ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0920+STABILITY: SURFACE MOTION
 EJ0920
 EJ0920  HISTORY     - Date     Condition        Report By
 EJ0920  HISTORY     - 1935     MONUMENTED       CGS
 EJ0920  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0920
 EJ0920                          STATION DESCRIPTION
 EJ0920
 EJ0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0920'9.6 MI S FROM PERRYVILLE.
 EJ0920'9.6 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE AT
 EJ0920'PERRYVILLE, PERRY COUNTY, 0.2 MILE SOUTHEAST OF THE CONCRETE BRIDGE
 EJ0920'OVER BIG MAUMELLE CREEK, 125 FEET SOUTHEAST OF A CONCRETE CULVERT
 EJ0920'UNDER THE HIGHWAY, 44 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EJ0920'11 FEET SOUTHEAST OF A 14-INCH PINE TREE, AND 3.8 FEET NORTHEAST OF
 EJ0920'THE FENCE PARALLEL TO THE HIGHWAY.  A STANDARD DISK, STAMPED G 73 1935
 EJ0920'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1230 ***********************************************************************
 FF1230  DESIGNATION -  G 74
 FF1230  PID         -  FF1230
 FF1230  STATE/COUNTY-  AR/WOODRUFF
 FF1230  USGS QUAD   -  GRAYS (1992)
 FF1230
 FF1230                         *CURRENT SURVEY CONTROL
 FF1230  ___________________________________________________________________
 FF1230* NAD 83(1986)-  35 08 48.     (N)    091 14 27.     (W)     SCALED    
 FF1230* NAVD 88     -        67.390  (meters)     221.10   (feet)  ADJUSTED  
 FF1230  ___________________________________________________________________
 FF1230  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF1230  DYNAMIC HT  -          67.329 (meters)     220.90  (feet)  COMP
 FF1230  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 FF1230
 FF1230  VERT ORDER  -  SECOND    CLASS 0
 FF1230
 FF1230.The horizontal coordinates were scaled from a topographic map and have
 FF1230.an estimated accuracy of +/- 6 seconds.
 FF1230
 FF1230.The orthometric height was determined by differential leveling
 FF1230.and adjusted by the National Geodetic Survey in June 1991..
 FF1230
 FF1230.The geoid height was determined by GEOID03.
 FF1230
 FF1230.The dynamic height is computed by dividing the NAVD 88
 FF1230.geopotential number by the normal gravity value computed on the
 FF1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1230.degrees latitude (g = 980.6199 gals.).
 FF1230
 FF1230.The modeled gravity was interpolated from observed gravity values.
 FF1230
 FF1230;                    North         East    Units  Estimated Accuracy
 FF1230;SPC AR N     -    90,500.      469,180.      MT  (+/- 180 meters Scaled)
 FF1230
 FF1230                          SUPERSEDED SURVEY CONTROL
 FF1230
 FF1230  NGVD 29 (??/??/??)   67.358  (m)          220.99   (f) ADJUSTED    2 0
 FF1230
 FF1230.Superseded values are not recommended for survey control.
 FF1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1230.See file dsdata.txt to determine how the superseded data were derived.
 FF1230
 FF1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU602907(NAD 83)
 FF1230_MARKER: DB = BENCH MARK DISK
 FF1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1230_STAMPING: G-74 1935
 FF1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1230+STABILITY: SURFACE MOTION
 FF1230
 FF1230  HISTORY     - Date     Condition        Report By
 FF1230  HISTORY     - 1935     MONUMENTED       CGS
 FF1230  HISTORY     - 1970     GOOD             USGS
 FF1230  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1230
 FF1230                          STATION DESCRIPTION
 FF1230
 FF1230'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FF1230'AT WIVILLE.
 FF1230'AT WIVILLE, WOODRUFF CO., ON THE ABANDONED C.R.I. AND P. RR, IN
 FF1230'NE 1/4 OF SEC. 18, T-6-N, R-2-W., ABOUT 180 FT. N. OF A DOUBLE
 FF1230'CONC. PIPE CULVERT UNDER ARKANSAS STATE HWY 17, 73 FT. W. OF ARK
 FF1230'STATE HWY 17, 33 FT. S. OF A POWER POLE, 16 FT. N. OF A DRIVE
 FF1230'TO AN ABANDONED HOUSE, 1 FT. E. OF A METAL WITNESS SIGN.  STD.
 FF1230'DISK SET IN TOP OF CONC. POST.  STAMPED G-74 1935.
 FF1230
 FF1230                          STATION RECOVERY (2003)
 FF1230
 FF1230'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1152 ***********************************************************************
 FF1152  DESIGNATION -  G 75
 FF1152  PID         -  FF1152
 FF1152  STATE/COUNTY-  AR/JACKSON
 FF1152  USGS QUAD   -  AMAGON (1965)
 FF1152
 FF1152                         *CURRENT SURVEY CONTROL
 FF1152  ___________________________________________________________________
 FF1152* NAD 83(1986)-  35 35 20.     (N)    091 03 23.     (W)     SCALED    
 FF1152* NAVD 88     -        68.565  (meters)     224.95   (feet)  ADJUSTED  
 FF1152  ___________________________________________________________________
 FF1152  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FF1152  DYNAMIC HT  -          68.505 (meters)     224.75  (feet)  COMP
 FF1152  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 FF1152
 FF1152  VERT ORDER  -  SECOND    CLASS 0
 FF1152
 FF1152.The horizontal coordinates were scaled from a topographic map and have
 FF1152.an estimated accuracy of +/- 6 seconds.
 FF1152
 FF1152.The orthometric height was determined by differential leveling
 FF1152.and adjusted by the National Geodetic Survey in June 1991..
 FF1152
 FF1152.The geoid height was determined by GEOID03.
 FF1152
 FF1152.The dynamic height is computed by dividing the NAVD 88
 FF1152.geopotential number by the normal gravity value computed on the
 FF1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1152.degrees latitude (g = 980.6199 gals.).
 FF1152
 FF1152.The modeled gravity was interpolated from observed gravity values.
 FF1152
 FF1152;                    North         East    Units  Estimated Accuracy
 FF1152;SPC AR N     -   139,700.      485,510.      MT  (+/- 180 meters Scaled)
 FF1152
 FF1152                          SUPERSEDED SURVEY CONTROL
 FF1152
 FF1152  NGVD 29 (??/??/??)   68.496  (m)          224.72   (f) ADJUSTED    2 0
 FF1152
 FF1152.Superseded values are not recommended for survey control.
 FF1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1152.See file dsdata.txt to determine how the superseded data were derived.
 FF1152
 FF1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV760400(NAD 83)
 FF1152_MARKER: DB = BENCH MARK DISK
 FF1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1152_STAMPING: G 75 1934
 FF1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1152+STABILITY: SURFACE MOTION
 FF1152
 FF1152  HISTORY     - Date     Condition        Report By
 FF1152  HISTORY     - 1934     MONUMENTED       CGS
 FF1152  HISTORY     - 1938     GOOD             CGS
 FF1152  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1152
 FF1152                          STATION DESCRIPTION
 FF1152
 FF1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1152'3.2 MI NE FROM AMAGON.
 FF1152'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE POST
 FF1152'OFFICE AT AMAGON, JACKSON COUNTY, THENCE ABOUT 1.9 MILES NORTH ALONG
 FF1152'STATE HIGHWAY 37, 54 FEET WEST OF THE GATE TO THE W.C. TATE HOME,
 FF1152'30 FEET SOUTHWEST OF THE INTERSECTION WITH A FARM ROAD, 24 FEET
 FF1152'SOUTH OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE ON THE FARM
 FF1152'ROAD, IN THE NORTHEAST CORNER OF A FENCED WOOD, 6 FEET SOUTHWEST
 FF1152'OF THE CORNER FENCE POST, AND 5 FEET NORTHWEST OF A SMALL
 FF1152'LOCUST TREE.  A STANDARD DISK, STAMPED G 75 1934 AND SET IN THE
 FF1152'TOP OF A CONCRETE POST.
 FF1152
 FF1152                          STATION RECOVERY (1938)
 FF1152
 FF1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF1152'RECOVERED IN GOOD CONDITION.
 FF1152
 FF1152                          STATION RECOVERY (1964)
 FF1152
 FF1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0940 ***********************************************************************
 EJ0940  DESIGNATION -  G 78
 EJ0940  PID         -  EJ0940
 EJ0940  STATE/COUNTY-  AR/SALINE
 EJ0940  USGS QUAD   -  HASKELL (1984)
 EJ0940
 EJ0940                         *CURRENT SURVEY CONTROL
 EJ0940  ___________________________________________________________________
 EJ0940* NAD 83(1986)-  34 34 54.     (N)    092 43 57.     (W)     SCALED    
 EJ0940* NAVD 88     -       117.678  (meters)     386.08   (feet)  ADJUSTED  
 EJ0940  ___________________________________________________________________
 EJ0940  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0940  DYNAMIC HT  -         117.566 (meters)     385.71  (feet)  COMP
 EJ0940  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 EJ0940
 EJ0940  VERT ORDER  -  SECOND    CLASS 0
 EJ0940
 EJ0940.The horizontal coordinates were scaled from a topographic map and have
 EJ0940.an estimated accuracy of +/- 6 seconds.
 EJ0940
 EJ0940.The orthometric height was determined by differential leveling
 EJ0940.and adjusted by the National Geodetic Survey in June 1991..
 EJ0940
 EJ0940.The geoid height was determined by GEOID03.
 EJ0940
 EJ0940.The dynamic height is computed by dividing the NAVD 88
 EJ0940.geopotential number by the normal gravity value computed on the
 EJ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0940.degrees latitude (g = 980.6199 gals.).
 EJ0940
 EJ0940.The modeled gravity was interpolated from observed gravity values.
 EJ0940
 EJ0940;                    North         East    Units  Estimated Accuracy
 EJ0940;SPC AR S     -   612,640.      332,800.      MT  (+/- 180 meters Scaled)
 EJ0940
 EJ0940                          SUPERSEDED SURVEY CONTROL
 EJ0940
 EJ0940  NGVD 29 (??/??/92)  117.693  (m)          386.13   (f) ADJ UNCH    2 0
 EJ0940
 EJ0940.Superseded values are not recommended for survey control.
 EJ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0940.See file dsdata.txt to determine how the superseded data were derived.
 EJ0940
 EJ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU245266(NAD 83)
 EJ0940_MARKER: DB = BENCH MARK DISK
 EJ0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0940_STAMPING: G 78 1935
 EJ0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0940+STABILITY: SURFACE MOTION
 EJ0940
 EJ0940  HISTORY     - Date     Condition        Report By
 EJ0940  HISTORY     - 1935     MONUMENTED       CGS
 EJ0940  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0940
 EJ0940                          STATION DESCRIPTION
 EJ0940
 EJ0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0940'6.2 MI NE FROM LONSDALE.
 EJ0940'6.2 MILES NORTHEAST ALONG THE COUNTY ROAD FROM THE MISSOURI PACIFIC
 EJ0940'RAILROAD STATION AT LONSDALE, SALINE COUNTY, IN THE YARD OF THE WALNUT
 EJ0940'RIDGE SCHOOL, 93.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 EJ0940'SCHOOLHOUSE, 86.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CEDAR
 EJ0940'GROVE CHURCH, 76 FEET SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD
 EJ0940'AT THE NORTH END OF A CURVE, 46.6 FEET SOUTH OF A WELL, AND 1.6 FEET
 EJ0940'NORTH OF A FENCE.  A STANDARD DISK, STAMPED G 78 1935 AND SET IN THE
 EJ0940'TOP OF A CONCRETE POST.
 EJ0940
 EJ0940                          STATION RECOVERY (1998)
 EJ0940
 EJ0940'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0658 ***********************************************************************
 EJ0658  DESIGNATION -  G 79
 EJ0658  PID         -  EJ0658
 EJ0658  STATE/COUNTY-  AR/SALINE
 EJ0658  USGS QUAD   -  TRASKWOOD (1984)
 EJ0658
 EJ0658                         *CURRENT SURVEY CONTROL
 EJ0658  ___________________________________________________________________
 EJ0658* NAD 83(1986)-  34 25 29.     (N)    092 40 59.     (W)     SCALED    
 EJ0658* NAVD 88     -        81.238  (meters)     266.53   (feet)  ADJUSTED  
 EJ0658  ___________________________________________________________________
 EJ0658  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ0658  DYNAMIC HT  -          81.161 (meters)     266.28  (feet)  COMP
 EJ0658  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 EJ0658
 EJ0658  VERT ORDER  -  SECOND    CLASS 0
 EJ0658
 EJ0658.The horizontal coordinates were scaled from a topographic map and have
 EJ0658.an estimated accuracy of +/- 6 seconds.
 EJ0658
 EJ0658.The orthometric height was determined by differential leveling
 EJ0658.and adjusted by the National Geodetic Survey in June 1991..
 EJ0658
 EJ0658.The geoid height was determined by GEOID03.
 EJ0658
 EJ0658.The dynamic height is computed by dividing the NAVD 88
 EJ0658.geopotential number by the normal gravity value computed on the
 EJ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0658.degrees latitude (g = 980.6199 gals.).
 EJ0658
 EJ0658.The modeled gravity was interpolated from observed gravity values.
 EJ0658
 EJ0658;                    North         East    Units  Estimated Accuracy
 EJ0658;SPC AR S     -   595,200.      337,220.      MT  (+/- 180 meters Scaled)
 EJ0658
 EJ0658                          SUPERSEDED SURVEY CONTROL
 EJ0658
 EJ0658  NGVD 29 (??/??/92)   81.247  (m)          266.56   (f) ADJ UNCH    2 0
 EJ0658
 EJ0658.Superseded values are not recommended for survey control.
 EJ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0658.See file dsdata.txt to determine how the superseded data were derived.
 EJ0658
 EJ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU291092(NAD 83)
 EJ0658_MARKER: DB = BENCH MARK DISK
 EJ0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0658_STAMPING: G-79 1935
 EJ0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0658+STABILITY: SURFACE MOTION
 EJ0658
 EJ0658  HISTORY     - Date     Condition        Report By
 EJ0658  HISTORY     - 1935     MONUMENTED       CGS
 EJ0658
 EJ0658                          STATION DESCRIPTION
 EJ0658
 EJ0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0658'2.4 MI SW FROM TRASKWOOD.
 EJ0658'2.4 MILES SOUTHWEST OF, ALONG MO. PAC. R.R. FROM STATION POST SET AT
 EJ0658'CUNNINGHAM SPUR.  ABOUT 113 FT. EAST OF CENTERLINE OF COUNTY ROAD AT
 EJ0658'RAILROAD CROSSING.  98.3 FT. SOUTHEAST OF CENTERLINE OF MISSOURI
 EJ0658'PACIFIC R.R.  88.9 FT. SOUTHEAST OF RAILROAD SIGNAL STAND.  14 FT.
 EJ0658'NORTHEAST OF NORTHEAST END OF IRON GATE.  1.7 FT. NORTHWEST OF FENCE
 EJ0658'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1308 ***********************************************************************
 FF1308  DESIGNATION -  G 8
 FF1308  PID         -  FF1308
 FF1308  STATE/COUNTY-  AR/WHITE
 FF1308  USGS QUAD   -  GARNER (1981)
 FF1308
 FF1308                         *CURRENT SURVEY CONTROL
 FF1308  ___________________________________________________________________
 FF1308* NAD 83(1986)-  35 14 54.     (N)    091 46 29.     (W)     SCALED    
 FF1308* NAVD 88     -        90.638  (meters)     297.37   (feet)  ADJUSTED  
 FF1308  ___________________________________________________________________
 FF1308  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1308  DYNAMIC HT  -          90.556 (meters)     297.10  (feet)  COMP
 FF1308  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FF1308
 FF1308  VERT ORDER  -  FIRST     CLASS II
 FF1308
 FF1308.The horizontal coordinates were scaled from a topographic map and have
 FF1308.an estimated accuracy of +/- 6 seconds.
 FF1308
 FF1308.The orthometric height was determined by differential leveling
 FF1308.and adjusted by the National Geodetic Survey in June 1991..
 FF1308
 FF1308.The geoid height was determined by GEOID03.
 FF1308
 FF1308.The dynamic height is computed by dividing the NAVD 88
 FF1308.geopotential number by the normal gravity value computed on the
 FF1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1308.degrees latitude (g = 980.6199 gals.).
 FF1308
 FF1308.The modeled gravity was interpolated from observed gravity values.
 FF1308
 FF1308;                    North         East    Units  Estimated Accuracy
 FF1308;SPC AR N     -   101,540.      420,500.      MT  (+/- 180 meters Scaled)
 FF1308
 FF1308                          SUPERSEDED SURVEY CONTROL
 FF1308
 FF1308  NGVD 29 (??/??/??)   90.586  (m)          297.20   (f) ADJUSTED    1 2
 FF1308
 FF1308.Superseded values are not recommended for survey control.
 FF1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1308.See file dsdata.txt to determine how the superseded data were derived.
 FF1308
 FF1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV114012(NAD 83)
 FF1308_MARKER: DB = BENCH MARK DISK
 FF1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1308_STAMPING: G 8 1931 297.198
 FF1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1308+STABILITY: SURFACE MOTION
 FF1308
 FF1308  HISTORY     - Date     Condition        Report By
 FF1308  HISTORY     - 1931     MONUMENTED       CGS
 FF1308  HISTORY     - 1955     GOOD             CGS
 FF1308  HISTORY     - 1962     GOOD             CGS
 FF1308  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1308
 FF1308                          STATION DESCRIPTION
 FF1308
 FF1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1308'2.4 MI W FROM SEARCY.
 FF1308'0.2 MILE SOUTH ALONG SOUTH SPRING STREET FROM THE COURTHOUSE
 FF1308'AT SEARCY, THENCE 1.95 MILES WEST ALONG STATE HIGHWAY 36, THENCE
 FF1308'0.2 MILE WEST ALONG THE ABANDONED MISSOURI AND ARKANSAS RAILROAD
 FF1308'GRADE, 110 FEET EAST OF THE WEST END OF A CUT, 99 FEET EAST OF
 FF1308'A FENCE, 72 FEET EAST OF A TELEPHONE POLE, 52 FEET NORTH OF THE
 FF1308'CENTER LINE OF THE OLD RAILROAD GRADE, 7 FEET NORTH OF A WITNESS
 FF1308'POST, 2.4 FEET SOUTH OF A FENCE, 4 FEET ABOVE THE LEVEL OF THE
 FF1308'OLD RAILROAD GRADE, SET IN THE TOP OF A CONCRETE POST WHICH
 FF1308'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FF1308
 FF1308                          STATION RECOVERY (1962)
 FF1308
 FF1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FF1308'RECOVERED IN GOOD CONDITION.
 FF1308
 FF1308                          STATION RECOVERY (2003)
 FF1308
 FF1308'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0695 ***********************************************************************
 EJ0695  DESIGNATION -  G 81
 EJ0695  PID         -  EJ0695
 EJ0695  STATE/COUNTY-  AR/GRANT
 EJ0695  USGS QUAD   -  LEOLA (1984)
 EJ0695
 EJ0695                         *CURRENT SURVEY CONTROL
 EJ0695  ___________________________________________________________________
 EJ0695* NAD 83(1986)-  34 11 08.     (N)    092 35 45.     (W)     SCALED    
 EJ0695* NAVD 88     -        73.761  (meters)     242.00   (feet)  ADJUSTED  
 EJ0695  ___________________________________________________________________
 EJ0695  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EJ0695  DYNAMIC HT  -          73.689 (meters)     241.76  (feet)  COMP
 EJ0695  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 EJ0695
 EJ0695  VERT ORDER  -  SECOND    CLASS 0
 EJ0695
 EJ0695.The horizontal coordinates were scaled from a topographic map and have
 EJ0695.an estimated accuracy of +/- 6 seconds.
 EJ0695
 EJ0695.The orthometric height was determined by differential leveling
 EJ0695.and adjusted by the National Geodetic Survey in June 1991..
 EJ0695
 EJ0695.The geoid height was determined by GEOID03.
 EJ0695
 EJ0695.The dynamic height is computed by dividing the NAVD 88
 EJ0695.geopotential number by the normal gravity value computed on the
 EJ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0695.degrees latitude (g = 980.6199 gals.).
 EJ0695
 EJ0695.The modeled gravity was interpolated from observed gravity values.
 EJ0695
 EJ0695;                    North         East    Units  Estimated Accuracy
 EJ0695;SPC AR S     -   568,620.      345,080.      MT  (+/- 180 meters Scaled)
 EJ0695
 EJ0695                          SUPERSEDED SURVEY CONTROL
 EJ0695
 EJ0695  NGVD 29 (??/??/92)   73.793  (m)          242.10   (f) ADJ UNCH    2 0
 EJ0695
 EJ0695.Superseded values are not recommended for survey control.
 EJ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0695.See file dsdata.txt to determine how the superseded data were derived.
 EJ0695
 EJ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT372828(NAD 83)
 EJ0695_MARKER: DB = BENCH MARK DISK
 EJ0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0695_STAMPING: G 81 1935
 EJ0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0695+STABILITY: SURFACE MOTION
 EJ0695
 EJ0695  HISTORY     - Date     Condition        Report By
 EJ0695  HISTORY     - 1935     MONUMENTED       CGS
 EJ0695  HISTORY     - 1963     GOOD             USGS
 EJ0695
 EJ0695                          STATION DESCRIPTION
 EJ0695
 EJ0695'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EJ0695'1.1 MI N FROM LEOLA.
 EJ0695'LEOLA, 1.1 MI. N. OF ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RR
 EJ0695'FROM THE STATION AT.  ABOUT 0.2 MI. NE. OF CENTER SEC. 23, T. 6 S., R.
 EJ0695'15 W.  54.1 FT. SW. OF THE CENTER OF A COUNTY ROAD CROSSING, 45.2 FT.
 EJ0695'W. OF THE CENTERLINE OF THE TRACK, 22.4 FT. S. OF THE CENTERLINE OF
 EJ0695'THE RD., 4.9 FT. E. OF A NW FENCE CORNER.  2.2 FT. S. OF AN E.-W.
 EJ0695'FENCE.  SET IN THE TOP OF A CONCRETE POST, A STANDARD DISK STAMPED G
 EJ0695'81 1935.  PAINTED BM 242.1.  NOTE-- CENTERLINE X-ING 0.3 FT. LOWER
 EJ0695'THAN BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1031 ***********************************************************************
 EH1031  DESIGNATION -  G 82
 EH1031  PID         -  EH1031
 EH1031  STATE/COUNTY-  AR/ST FRANCIS
 EH1031  USGS QUAD   -  HAYNES (1992)
 EH1031
 EH1031                         *CURRENT SURVEY CONTROL
 EH1031  ___________________________________________________________________
 EH1031* NAD 83(1997)-  34 56 57.78499(N)    090 47 26.87073(W)     ADJUSTED  
 EH1031* NAVD 88     -        69.441  (meters)     227.82   (feet)  ADJUSTED  
 EH1031  ___________________________________________________________________
 EH1031  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EH1031  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH1031  DYNAMIC HT  -          69.377 (meters)     227.61  (feet)  COMP
 EH1031  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 EH1031
 EH1031  HORZ ORDER  -  SECOND
 EH1031  VERT ORDER  -  SECOND    CLASS 0
 EH1031
 EH1031.The horizontal coordinates were established by classical geodetic methods
 EH1031.and adjusted by the National Geodetic Survey in September 1999..
 EH1031
 EH1031.The orthometric height was determined by differential leveling
 EH1031.and adjusted by the National Geodetic Survey in June 1991..
 EH1031
 EH1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1031
 EH1031.The geoid height was determined by GEOID03.
 EH1031
 EH1031.The dynamic height is computed by dividing the NAVD 88
 EH1031.geopotential number by the normal gravity value computed on the
 EH1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1031.degrees latitude (g = 980.6199 gals.).
 EH1031
 EH1031.The modeled gravity was interpolated from observed gravity values.
 EH1031
 EH1031;                    North         East     Units Scale Factor Converg.
 EH1031;SPC AR N     -    69,024.399   510,450.700   MT  0.99999688   +0 42 13.1
 EH1031;SPC AR N     -   226,457.55  1,674,703.67   sFT  0.99999688   +0 42 13.1
 EH1031;SPC AR S     -   653,847.069   510,456.317   MT  1.00004586   +0 40 36.4
 EH1031;SPC AR S     - 2,145,163.26  1,674,722.10   sFT  1.00004586   +0 40 36.4
 EH1031;UTM  15      - 3,869,658.654   701,734.772   MT  1.00010160   +1 15 57.5
 EH1031
 EH1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1031!SPC AR N     -   0.99999333  x   0.99999688  =   0.99999021
 EH1031!SPC AR S     -   0.99999333  x   1.00004586  =   1.00003919
 EH1031!UTM  15      -   0.99999333  x   1.00010160  =   1.00009493
 EH1031
 EH1031                          SUPERSEDED SURVEY CONTROL
 EH1031
 EH1031  NAD 83(1997)-  34 56 57.78941(N)    090 47 26.86932(W) AD(       ) 2
 EH1031  NAD 83(1986)-  34 56 57.79377(N)    090 47 26.86929(W) AD(       ) 2
 EH1031  NAD 27      -  34 56 57.45570(N)    090 47 26.46270(W) AD(       ) 2
 EH1031  NGVD 29 (??/??/??)   69.431  (m)          227.79   (f) ADJUSTED    2 0
 EH1031
 EH1031.Superseded values are not recommended for survey control.
 EH1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1031.See file dsdata.txt to determine how the superseded data were derived.
 EH1031
 EH1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0173569659(NAD 83)
 EH1031_MARKER: DB = BENCH MARK DISK
 EH1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1031_STAMPING: G-82 1935
 EH1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1031+STABILITY: SURFACE MOTION
 EH1031
 EH1031  HISTORY     - Date     Condition        Report By
 EH1031  HISTORY     - 1935     MONUMENTED       CGS
 EH1031  HISTORY     - 1954     GOOD             CGS
 EH1031  HISTORY     - 1963     GOOD             CGS
 EH1031  HISTORY     - 20030403 POOR             USACE
 EH1031
 EH1031                          STATION DESCRIPTION
 EH1031
 EH1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1031'IN BONAIR.
 EH1031'ABOUT 80.5 FT. SOUTH OF SOUTH END OF MISSOURI PACIFIC R.R. STATION. 42
 EH1031'FEET SOUTH OF CENTERLINE OF EAST-WEST DIRT ROAD CROSSING.  26.4 FEET
 EH1031'EAST OF CENTERLINE OF MAIN LINE TRACK OF MISSOURI PACIFIC R.R.. 3.4
 EH1031'FEET EAST OF M.P. 300.  TABLET SET IN PRECAST CONCRETE POST.
 EH1031
 EH1031                          STATION RECOVERY (1954)
 EH1031
 EH1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1031'RECOVERED IN GOOD CONDITION.
 EH1031
 EH1031                          STATION RECOVERY (1963)
 EH1031
 EH1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH1031'STATION BM G 82 1953 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EH1031'CONCRETE MONUMENT FOR STATION BONAIR IS IN PLACE BUT THE BRONZE DISC
 EH1031'IS MISSING.  RM NO. 2 FOR STATION BONAIR WAS NOT RECOVERED.  NO
 EH1031'SEARCH WAS MADE FOR THE AZIMUTH MARK OF STATION BONAIR.
 EH1031'
 EH1031'ROUTE DESCRIPTION IS AS FOLLOWS--
 EH1031'
 EH1031'TO REACH THE STATION FROM THE US POST OFFICE IN FORREST CITY,
 EH1031'ARKANSAS, GO SOUTH ON STATE HWY 1 FOR 4.4 MILES TO THE STATION ON
 EH1031'THE RIGHT (WEST) IN THE SOUTHWEST ANGLE OF T-ROAD RIGHT.
 EH1031
 EH1031                          STATION RECOVERY (2003)
 EH1031
 EH1031'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1031'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1427 ***********************************************************************
 DK1427  DESIGNATION -  G 83
 DK1427  PID         -  DK1427
 DK1427  STATE/COUNTY-  AR/DREW
 DK1427  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1427
 DK1427                         *CURRENT SURVEY CONTROL
 DK1427  ___________________________________________________________________
 DK1427* NAD 83(1986)-  33 37 48.     (N)    091 50 05.     (W)     SCALED    
 DK1427* NAVD 88     -        69.957  (meters)     229.52   (feet)  ADJUSTED  
 DK1427  ___________________________________________________________________
 DK1427  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DK1427  DYNAMIC HT  -          69.885 (meters)     229.28  (feet)  COMP
 DK1427  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 DK1427
 DK1427  VERT ORDER  -  SECOND    CLASS 0
 DK1427
 DK1427.The horizontal coordinates were scaled from a topographic map and have
 DK1427.an estimated accuracy of +/- 6 seconds.
 DK1427
 DK1427.The orthometric height was determined by differential leveling
 DK1427.and adjusted by the National Geodetic Survey in June 1991..
 DK1427
 DK1427.The geoid height was determined by GEOID03.
 DK1427
 DK1427.The dynamic height is computed by dividing the NAVD 88
 DK1427.geopotential number by the normal gravity value computed on the
 DK1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1427.degrees latitude (g = 980.6199 gals.).
 DK1427
 DK1427.The modeled gravity was interpolated from observed gravity values.
 DK1427
 DK1427;                    North         East    Units  Estimated Accuracy
 DK1427;SPC AR S     -   506,860.      415,330.      MT  (+/- 180 meters Scaled)
 DK1427
 DK1427                          SUPERSEDED SURVEY CONTROL
 DK1427
 DK1427  NGVD 29 (??/??/??)   70.058  (m)          229.85   (f) ADJUSTED    2 0
 DK1427
 DK1427.Superseded values are not recommended for survey control.
 DK1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1427.See file dsdata.txt to determine how the superseded data were derived.
 DK1427
 DK1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT080217(NAD 83)
 DK1427_MARKER: DB = BENCH MARK DISK
 DK1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1427_STAMPING: G 83 1935
 DK1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1427+STABILITY: SURFACE MOTION
 DK1427
 DK1427  HISTORY     - Date     Condition        Report By
 DK1427  HISTORY     - 1935     MONUMENTED       CGS
 DK1427  HISTORY     - 1965     MARK NOT FOUND   USGS
 DK1427
 DK1427                          STATION DESCRIPTION
 DK1427
 DK1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1427'2.7 MI W FROM MONTICELLO.
 DK1427'2.7 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE COURTHOUSE
 DK1427'AT MONTICELLO, DREW COUNTY, 0.2 MILE WEST OF MILEPOST 448, 0.2 MILE
 DK1427'EAST OF WOODEN TRESTLE 690, 42 FEET SOUTHEAST OF POLE 1590, 40 FEET
 DK1427'WEST OF THE CENTER OF A NORTH-AND-SOUTH DIRT-ROAD CROSSING, AND 21
 DK1427'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G
 DK1427'83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK1427
 DK1427                          STATION RECOVERY (1965)
 DK1427
 DK1427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DK1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0360 ***********************************************************************
 EJ0360  DESIGNATION -  G 84
 EJ0360  PID         -  EJ0360
 EJ0360  STATE/COUNTY-  AR/PULASKI
 EJ0360  USGS QUAD   -  SPRING LAKE (1987)
 EJ0360
 EJ0360                         *CURRENT SURVEY CONTROL
 EJ0360  ___________________________________________________________________
 EJ0360* NAD 83(1986)-  34 34 59.     (N)    092 19 40.     (W)     SCALED    
 EJ0360* NAVD 88     -        88.516  (meters)     290.41   (feet)  ADJUSTED  
 EJ0360  ___________________________________________________________________
 EJ0360  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ0360  DYNAMIC HT  -          88.432 (meters)     290.13  (feet)  COMP
 EJ0360  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 EJ0360
 EJ0360  VERT ORDER  -  SECOND    CLASS 0
 EJ0360
 EJ0360.The horizontal coordinates were scaled from a topographic map and have
 EJ0360.an estimated accuracy of +/- 6 seconds.
 EJ0360
 EJ0360.The orthometric height was determined by differential leveling
 EJ0360.and adjusted by the National Geodetic Survey in June 1991..
 EJ0360
 EJ0360.The geoid height was determined by GEOID03.
 EJ0360
 EJ0360.The dynamic height is computed by dividing the NAVD 88
 EJ0360.geopotential number by the normal gravity value computed on the
 EJ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0360.degrees latitude (g = 980.6199 gals.).
 EJ0360
 EJ0360.The modeled gravity was interpolated from observed gravity values.
 EJ0360
 EJ0360;                    North         East    Units  Estimated Accuracy
 EJ0360;SPC AR S     -   612,600.      369,930.      MT  (+/- 180 meters Scaled)
 EJ0360
 EJ0360                          SUPERSEDED SURVEY CONTROL
 EJ0360
 EJ0360  NGVD 29 (??/??/92)   88.563  (m)          290.56   (f) ADJ UNCH    2 0
 EJ0360
 EJ0360.Superseded values are not recommended for survey control.
 EJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0360.See file dsdata.txt to determine how the superseded data were derived.
 EJ0360
 EJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU616270(NAD 83)
 EJ0360_MARKER: DB = BENCH MARK DISK
 EJ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0360_STAMPING: G 84 1935
 EJ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0360+STABILITY: SURFACE MOTION
 EJ0360
 EJ0360  HISTORY     - Date     Condition        Report By
 EJ0360  HISTORY     - 1935     MONUMENTED       CGS
 EJ0360  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0360
 EJ0360                          STATION DESCRIPTION
 EJ0360
 EJ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0360'11.5 MI S FROM LITTLE ROCK.
 EJ0360'11.5 MILES SOUTH ALONG U.S. HIGHWAY 167 FROM THE BIDDLE SHOPS OF THE
 EJ0360'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT LITTLE ROCK, PULASKI
 EJ0360'COUNTY, 425 FEET NORTHWEST OF THE CROSSING OF THE PULASKI-SALINE
 EJ0360'COUNTY LINE, 300 FEET SOUTH OF THE MCDANIELS DAIRY HOUSE, 24.6 FEET
 EJ0360'WEST OF THE CENTERLINE OF THE HIGHWAY, 7.1 FEET WEST OF A POLE, AND
 EJ0360'1.3 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED G 84 1935 AND
 EJ0360'SET IN THE TOP OF A CONCRETE POST.
 EJ0360
 EJ0360                          STATION RECOVERY (1984)
 EJ0360
 EJ0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RPS)
 EJ0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1415 ***********************************************************************
 FF1415  DESIGNATION -  G 85
 FF1415  PID         -  FF1415
 FF1415  STATE/COUNTY-  AR/WHITE
 FF1415  USGS QUAD   -  WEST POINT (1994)
 FF1415
 FF1415                         *CURRENT SURVEY CONTROL
 FF1415  ___________________________________________________________________
 FF1415* NAD 83(1986)-  35 12 20.     (N)    091 36 56.     (W)     SCALED    
 FF1415* NAVD 88     -        66.703  (meters)     218.84   (feet)  ADJUSTED  
 FF1415  ___________________________________________________________________
 FF1415  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1415  DYNAMIC HT  -          66.643 (meters)     218.64  (feet)  COMP
 FF1415  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 FF1415
 FF1415  VERT ORDER  -  SECOND    CLASS 0
 FF1415
 FF1415.The horizontal coordinates were scaled from a topographic map and have
 FF1415.an estimated accuracy of +/- 6 seconds.
 FF1415
 FF1415.The orthometric height was determined by differential leveling
 FF1415.and adjusted by the National Geodetic Survey in June 1991..
 FF1415
 FF1415.The geoid height was determined by GEOID03.
 FF1415
 FF1415.The dynamic height is computed by dividing the NAVD 88
 FF1415.geopotential number by the normal gravity value computed on the
 FF1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1415.degrees latitude (g = 980.6199 gals.).
 FF1415
 FF1415.The modeled gravity was interpolated from observed gravity values.
 FF1415
 FF1415;                    North         East    Units  Estimated Accuracy
 FF1415;SPC AR N     -    96,830.      435,010.      MT  (+/- 180 meters Scaled)
 FF1415
 FF1415                          SUPERSEDED SURVEY CONTROL
 FF1415
 FF1415  NGVD 29 (??/??/??)   66.662  (m)          218.71   (f) ADJUSTED    2 0
 FF1415
 FF1415.Superseded values are not recommended for survey control.
 FF1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1415.See file dsdata.txt to determine how the superseded data were derived.
 FF1415
 FF1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU260967(NAD 83)
 FF1415_MARKER: DB = BENCH MARK DISK
 FF1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1415_STAMPING: G 85 1935
 FF1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1415+STABILITY: SURFACE MOTION
 FF1415
 FF1415  HISTORY     - Date     Condition        Report By
 FF1415  HISTORY     - 1935     MONUMENTED       CGS
 FF1415  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1415
 FF1415                          STATION DESCRIPTION
 FF1415
 FF1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1415'AT WEST POINT.
 FF1415'AT WEST POINT, WHITE COUNTY, ABOUT 55 FEET WEST OF THE MISSOURI
 FF1415'AND NORTH ARKANSAS RAILWAY STATION, 40 FEET EAST OF THE CENTER
 FF1415'LINE OF A DIRT ROAD, 33 FEET NORTH OF THE CENTER LINE OF THE MAIN
 FF1415'TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 FF1415'G 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1415
 FF1415                          STATION RECOVERY (2003)
 FF1415
 FF1415'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0169 ***********************************************************************
 FF0169  DESIGNATION -  G 86
 FF0169  PID         -  FF0169
 FF0169  STATE/COUNTY-  AR/CRITTENDEN
 FF0169  USGS QUAD   -  EARLE (1992)
 FF0169
 FF0169                         *CURRENT SURVEY CONTROL
 FF0169  ___________________________________________________________________
 FF0169* NAD 83(1986)-  35 16 23.     (N)    090 26 22.     (W)     SCALED    
 FF0169* NAVD 88     -        67.587  (meters)     221.74   (feet)  POSTED    
 FF0169  ___________________________________________________________________
 FF0169  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF0169  DYNAMIC HT  -          67.530 (meters)     221.55  (feet)  COMP
 FF0169  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 FF0169
 FF0169  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0169
 FF0169.The horizontal coordinates were scaled from a topographic map and have
 FF0169.an estimated accuracy of +/- 6 seconds.
 FF0169
 FF0169.The orthometric height was determined by differential leveling
 FF0169.and adjusted by the National Geodetic Survey in 1992..
 FF0169.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0169.rate of 1.1 thru 2.0 mm/km.
 FF0169
 FF0169.The geoid height was determined by GEOID03.
 FF0169
 FF0169.The dynamic height is computed by dividing the NAVD 88
 FF0169.geopotential number by the normal gravity value computed on the
 FF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0169.degrees latitude (g = 980.6199 gals.).
 FF0169
 FF0169.The modeled gravity was interpolated from observed gravity values.
 FF0169
 FF0169;                    North         East    Units  Estimated Accuracy
 FF0169;SPC AR N     -   105,380.      541,970.      MT  (+/- 180 meters Scaled)
 FF0169
 FF0169                          SUPERSEDED SURVEY CONTROL
 FF0169
 FF0169  NGVD 29 (??/??/??)   67.581  (m)          221.72   (f) ADJUSTED    2 0
 FF0169
 FF0169.Superseded values are not recommended for survey control.
 FF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0169.See file dsdata.txt to determine how the superseded data were derived.
 FF0169
 FF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV329063(NAD 83)
 FF0169_MARKER: DB = BENCH MARK DISK
 FF0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0169_STAMPING: G 86 1935
 FF0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0169+STABILITY: SURFACE MOTION
 FF0169
 FF0169  HISTORY     - Date     Condition        Report By
 FF0169  HISTORY     - 1935     MONUMENTED       CGS
 FF0169  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0169
 FF0169                          STATION DESCRIPTION
 FF0169
 FF0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0169'1.6 MI E FROM EARLE.
 FF0169'1.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0169'STATION AT EARLE, CRITTENDEN COUNTY, 50.5 FEET SOUTH OF THE
 FF0169'TWENTY-SECOND POLE EAST OF MILEPOST 353, 61 FEET WEST OF BRIDGE
 FF0169'113, 11.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET
 FF0169'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 86
 FF0169'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0169
 FF0169                          STATION RECOVERY (1974)
 FF0169
 FF0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1272 ***********************************************************************
 EH1272  DESIGNATION -  G 87
 EH1272  PID         -  EH1272
 EH1272  STATE/COUNTY-  AR/PRAIRIE
 EH1272  USGS QUAD   -  DES ARC EAST (1968)
 EH1272
 EH1272                         *CURRENT SURVEY CONTROL
 EH1272  ___________________________________________________________________
 EH1272* NAD 83(1986)-  34 58 38.     (N)    091 29 36.     (W)     SCALED    
 EH1272* NAVD 88     -        61.704  (meters)     202.44   (feet)  ADJUSTED  
 EH1272  ___________________________________________________________________
 EH1272  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH1272  DYNAMIC HT  -          61.647 (meters)     202.25  (feet)  COMP
 EH1272  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 EH1272
 EH1272  VERT ORDER  -  FIRST     CLASS II
 EH1272
 EH1272.The horizontal coordinates were scaled from a topographic map and have
 EH1272.an estimated accuracy of +/- 6 seconds.
 EH1272
 EH1272.The orthometric height was determined by differential leveling
 EH1272.and adjusted by the National Geodetic Survey in June 1991..
 EH1272
 EH1272.The geoid height was determined by GEOID03.
 EH1272
 EH1272.The dynamic height is computed by dividing the NAVD 88
 EH1272.geopotential number by the normal gravity value computed on the
 EH1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1272.degrees latitude (g = 980.6199 gals.).
 EH1272
 EH1272.The modeled gravity was interpolated from observed gravity values.
 EH1272
 EH1272;                    North         East    Units  Estimated Accuracy
 EH1272;SPC AR S     -   656,400.      446,270.      MT  (+/- 180 meters Scaled)
 EH1272
 EH1272                          SUPERSEDED SURVEY CONTROL
 EH1272
 EH1272  NGVD 29 (??/??/??)   61.698  (m)          202.42   (f) ADJUSTED    1 2
 EH1272
 EH1272.Superseded values are not recommended for survey control.
 EH1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1272.See file dsdata.txt to determine how the superseded data were derived.
 EH1272
 EH1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU375715(NAD 83)
 EH1272_MARKER: DB = BENCH MARK DISK
 EH1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1272_STAMPING: G 87 1935
 EH1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1272+STABILITY: SURFACE MOTION
 EH1272
 EH1272  HISTORY     - Date     Condition        Report By
 EH1272  HISTORY     - 1935     MONUMENTED       CGS
 EH1272  HISTORY     - 1954     GOOD             CGS
 EH1272  HISTORY     - 20030424 MARK NOT FOUND   USACE
 EH1272
 EH1272                          STATION DESCRIPTION
 EH1272
 EH1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1272'IN DES ARC.
 EH1272'AT DES ARC, 21.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EH1272'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 20.7 FEET SOUTHWEST
 EH1272'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 3 FEET NORTHWEST OF A
 EH1272'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH1272'THE GROUND.
 EH1272
 EH1272                          STATION RECOVERY (2003)
 EH1272
 EH1272'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0250 ***********************************************************************
 EK0250  DESIGNATION -  G 88
 EK0250  PID         -  EK0250
 EK0250  STATE/COUNTY-  AR/SEVIER
 EK0250  USGS QUAD   -  DIERKS (1966)
 EK0250
 EK0250                         *CURRENT SURVEY CONTROL
 EK0250  ___________________________________________________________________
 EK0250* NAD 83(1986)-  34 05 57.     (N)    094 07 12.     (W)     SCALED    
 EK0250* NAVD 88     -       148.211  (meters)     486.26   (feet)  ADJUSTED  
 EK0250  ___________________________________________________________________
 EK0250  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EK0250  DYNAMIC HT  -         148.060 (meters)     485.76  (feet)  COMP
 EK0250  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 EK0250
 EK0250  VERT ORDER  -  SECOND    CLASS 0
 EK0250
 EK0250.The horizontal coordinates were scaled from a topographic map and have
 EK0250.an estimated accuracy of +/- 6 seconds.
 EK0250
 EK0250.The orthometric height was determined by differential leveling
 EK0250.and adjusted by the National Geodetic Survey in June 1991..
 EK0250
 EK0250.The geoid height was determined by GEOID03.
 EK0250
 EK0250.The dynamic height is computed by dividing the NAVD 88
 EK0250.geopotential number by the normal gravity value computed on the
 EK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0250.degrees latitude (g = 980.6199 gals.).
 EK0250
 EK0250.The modeled gravity was interpolated from observed gravity values.
 EK0250
 EK0250;                    North         East    Units  Estimated Accuracy
 EK0250;SPC AR S     -   560,910.      204,400.      MT  (+/- 180 meters Scaled)
 EK0250
 EK0250                          SUPERSEDED SURVEY CONTROL
 EK0250
 EK0250  NGVD 29 (??/??/92)  148.189  (m)          486.18   (f) ADJ UNCH    2 0
 EK0250
 EK0250.Superseded values are not recommended for survey control.
 EK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0250.See file dsdata.txt to determine how the superseded data were derived.
 EK0250
 EK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT966737(NAD 83)
 EK0250_MARKER: DB = BENCH MARK DISK
 EK0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0250_STAMPING: G-88 1935
 EK0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0250+STABILITY: SURFACE MOTION
 EK0250
 EK0250  HISTORY     - Date     Condition        Report By
 EK0250  HISTORY     - 1935     MONUMENTED       CGS
 EK0250  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0250
 EK0250                          STATION DESCRIPTION
 EK0250
 EK0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0250'7.3 MI SW FROM DIERKS.
 EK0250'7.3 MILES SOUTHWEST OF, ALONG U.S. HWY. 70, FROM HIGH SCHOOL,
 EK0250'3.5 MILE NORTHEAST OF SARDIS SCH., JCT. U.S. HWY. 70 AND LEEPER
 EK0250'RD., ABOUT 1.1 MILE EAST OF JUNCTION OF THE FLORA ROAD, 180 FEET
 EK0250'WEST OF CURVE IN HIGHWAY, 165 FEET EAST OF FENCE CORNER AT TOP
 EK0250'OF HILL AND A DIM ROAD NORTH, 92.5 FEET SOUTHWEST OF J.R. SHELTONS
 EK0250'MAILBOX, 47.5 FEET SOUTH OF INTERSECTION OF CENTERLINES OF ROAD
 EK0250'NORTHWEST AND HIGHWAY, 19.4 FEET WEST OF BLAZED OAK TREE 1.2 FT.
 EK0250'IN DIAMETER, TABLET SET IN PRECAST CONCRETE POST.
 EK0250
 EK0250                          STATION RECOVERY (1962)
 EK0250
 EK0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0981 ***********************************************************************
 FF0981  DESIGNATION -  G 9
 FF0981  PID         -  FF0981
 FF0981  STATE/COUNTY-  AR/JACKSON
 FF0981  USGS QUAD   -  TUCKERMAN (1981)
 FF0981
 FF0981                         *CURRENT SURVEY CONTROL
 FF0981  ___________________________________________________________________
 FF0981* NAD 83(1986)-  35 42 16.     (N)    091 12 55.     (W)     SCALED    
 FF0981* NAVD 88     -        73.977  (meters)     242.71   (feet)  ADJUSTED  
 FF0981  ___________________________________________________________________
 FF0981  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF0981  DYNAMIC HT  -          73.914 (meters)     242.50  (feet)  COMP
 FF0981  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 FF0981
 FF0981  VERT ORDER  -  FIRST     CLASS II
 FF0981
 FF0981.The horizontal coordinates were scaled from a topographic map and have
 FF0981.an estimated accuracy of +/- 6 seconds.
 FF0981
 FF0981.The orthometric height was determined by differential leveling
 FF0981.and adjusted by the National Geodetic Survey in June 1991..
 FF0981
 FF0981.The geoid height was determined by GEOID03.
 FF0981
 FF0981.The dynamic height is computed by dividing the NAVD 88
 FF0981.geopotential number by the normal gravity value computed on the
 FF0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0981.degrees latitude (g = 980.6199 gals.).
 FF0981
 FF0981.The modeled gravity was interpolated from observed gravity values.
 FF0981
 FF0981;                    North         East    Units  Estimated Accuracy
 FF0981;SPC AR N     -   152,400.      471,010.      MT  (+/- 180 meters Scaled)
 FF0981
 FF0981                          SUPERSEDED SURVEY CONTROL
 FF0981
 FF0981  NGVD 29 (??/??/??)   73.908  (m)          242.48   (f) ADJUSTED    1 2
 FF0981
 FF0981.Superseded values are not recommended for survey control.
 FF0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0981.See file dsdata.txt to determine how the superseded data were derived.
 FF0981
 FF0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV614526(NAD 83)
 FF0981_MARKER: DB = BENCH MARK DISK
 FF0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0981_STAMPING: 242.480 G 9 1931
 FF0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0981+STABILITY: SURFACE MOTION
 FF0981
 FF0981  HISTORY     - Date     Condition        Report By
 FF0981  HISTORY     - 1931     MONUMENTED       CGS
 FF0981  HISTORY     - 1934     GOOD             CGS
 FF0981  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF0981
 FF0981                          STATION DESCRIPTION
 FF0981
 FF0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0981'2 MI SW FROM TUCKERMAN.
 FF0981'ABOUT 2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0981'TUCKERMAN, JACKSON COUNTY, 30 FEET NORTH OF DOUBLE-POLE 253+36,
 FF0981'IN FRONT OF A FARMHOUSE, 37 FEET SOUTH OF A ROAD CROSSING, 38
 FF0981'FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, AND IN LINE WITH
 FF0981'A ROW OF POLES.  A STANDARD DISK, STAMPED 242.480 G 9 1931 AND
 FF0981'SET IN THE TOP OF A CONCRETE POST.
 FF0981
 FF0981                          STATION RECOVERY (1934)
 FF0981
 FF0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0981'RECOVERED IN GOOD CONDITION.
 FF0981
 FF0981                          STATION RECOVERY (2002)
 FF0981
 FF0981'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1452 ***********************************************************************
 DK1452  DESIGNATION -  G 90
 DK1452  PID         -  DK1452
 DK1452  STATE/COUNTY-  AR/LINCOLN
 DK1452  USGS QUAD   -  STAR CITY (1973)
 DK1452
 DK1452                         *CURRENT SURVEY CONTROL
 DK1452  ___________________________________________________________________
 DK1452* NAD 83(1986)-  33 57 33.     (N)    091 45 56.     (W)     SCALED    
 DK1452* NAVD 88     -        55.279  (meters)     181.36   (feet)  ADJUSTED  
 DK1452  ___________________________________________________________________
 DK1452  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DK1452  DYNAMIC HT  -          55.224 (meters)     181.18  (feet)  COMP
 DK1452  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 DK1452
 DK1452  VERT ORDER  -  SECOND    CLASS 0
 DK1452
 DK1452.The horizontal coordinates were scaled from a topographic map and have
 DK1452.an estimated accuracy of +/- 6 seconds.
 DK1452
 DK1452.The orthometric height was determined by differential leveling
 DK1452.and adjusted by the National Geodetic Survey in June 1991..
 DK1452
 DK1452.The geoid height was determined by GEOID03.
 DK1452
 DK1452.The dynamic height is computed by dividing the NAVD 88
 DK1452.geopotential number by the normal gravity value computed on the
 DK1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1452.degrees latitude (g = 980.6199 gals.).
 DK1452
 DK1452.The modeled gravity was interpolated from observed gravity values.
 DK1452
 DK1452;                    North         East    Units  Estimated Accuracy
 DK1452;SPC AR S     -   543,380.      421,670.      MT  (+/- 180 meters Scaled)
 DK1452
 DK1452                          SUPERSEDED SURVEY CONTROL
 DK1452
 DK1452  NGVD 29 (??/??/??)   55.366  (m)          181.65   (f) ADJUSTED    2 0
 DK1452
 DK1452.Superseded values are not recommended for survey control.
 DK1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1452.See file dsdata.txt to determine how the superseded data were derived.
 DK1452
 DK1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT140583(NAD 83)
 DK1452_MARKER: DB = BENCH MARK DISK
 DK1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1452_STAMPING: G-90 1935
 DK1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1452+STABILITY: SURFACE MOTION
 DK1452
 DK1452  HISTORY     - Date     Condition        Report By
 DK1452  HISTORY     - 1935     MONUMENTED       CGS
 DK1452  HISTORY     - 1963     MARK NOT FOUND   USGS
 DK1452
 DK1452                          STATION DESCRIPTION
 DK1452
 DK1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1452'5 MI E FROM STAR CITY.
 DK1452'5 MILES EAST OF, ALONG ARKANSAS R.R., FROM STATION ABOUT 140 FEET EAST
 DK1452'OF EAST END OF THE SIDE TRACK AT FURTH SIDING.  84 FEET SOUTHEAST OF
 DK1452'THE SOUTHEAST CORNER OF FURTHS GENERAL MDSE. STORE.  42 FEET SOUTH OF
 DK1452'CENTER OF ST.HWY.NO.11.  32 FEET EAST OF SOUTHEAST CORNER OF A LOADING
 DK1452'PLATFORM.  12 FT. NORTH OF CENTER OF RAILROAD TRACKS. TABLET SET IN
 DK1452'PRECAST CONCRETE POST.
 DK1452
 DK1452                          STATION RECOVERY (1963)
 DK1452
 DK1452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DK1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0040 ***********************************************************************
 DL0040  DESIGNATION -  G 91
 DL0040  PID         -  DL0040
 DL0040  STATE/COUNTY-  AR/CALHOUN
 DL0040  USGS QUAD   -  BANKS (1985)
 DL0040
 DL0040                         *CURRENT SURVEY CONTROL
 DL0040  ___________________________________________________________________
 DL0040* NAD 83(1986)-  33 36 12.     (N)    092 21 00.     (W)     SCALED    
 DL0040* NAVD 88     -        49.783  (meters)     163.33   (feet)  ADJUSTED  
 DL0040  ___________________________________________________________________
 DL0040  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DL0040  DYNAMIC HT  -          49.732 (meters)     163.16  (feet)  COMP
 DL0040  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 DL0040
 DL0040  VERT ORDER  -  SECOND    CLASS 0
 DL0040
 DL0040.The horizontal coordinates were scaled from a topographic map and have
 DL0040.an estimated accuracy of +/- 6 seconds.
 DL0040
 DL0040.The orthometric height was determined by differential leveling
 DL0040.and adjusted by the National Geodetic Survey in June 1991..
 DL0040
 DL0040.The geoid height was determined by GEOID03.
 DL0040
 DL0040.The dynamic height is computed by dividing the NAVD 88
 DL0040.geopotential number by the normal gravity value computed on the
 DL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0040.degrees latitude (g = 980.6199 gals.).
 DL0040
 DL0040.The modeled gravity was interpolated from observed gravity values.
 DL0040
 DL0040;                    North         East    Units  Estimated Accuracy
 DL0040;SPC AR S     -   503,940.      367,520.      MT  (+/- 180 meters Scaled)
 DL0040
 DL0040                          SUPERSEDED SURVEY CONTROL
 DL0040
 DL0040  NGVD 29 (??/??/92)   49.844  (m)          163.53   (f) ADJ UNCH    2 0
 DL0040
 DL0040.Superseded values are not recommended for survey control.
 DL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0040.See file dsdata.txt to determine how the superseded data were derived.
 DL0040
 DL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT603183(NAD 83)
 DL0040_MARKER: DB = BENCH MARK DISK
 DL0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0040_STAMPING: G-91 1935
 DL0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0040+STABILITY: SURFACE MOTION
 DL0040
 DL0040  HISTORY     - Date     Condition        Report By
 DL0040  HISTORY     - 1935     MONUMENTED       CGS
 DL0040  HISTORY     - 1964     GOOD             NGS
 DL0040
 DL0040                          STATION DESCRIPTION
 DL0040
 DL0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0040'1.8 MI S FROM TINSMAN.
 DL0040'1.8 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  85.6 FEET
 DL0040'SOUTHWEST OF CENTERLINE OF LOG ROAD AT RAILROAD CROSSING.  51 FEET
 DL0040'WEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  30.9 FEET
 DL0040'SOUTH OF TELEPHONE POLE 66-8.  4.8 FEET NORTH OF 24-INCH PINE TREE
 DL0040'BLAZED WITH ARROW.  TABLET SET IN PRECAST CONCRETE POST.
 DL0040
 DL0040                          STATION RECOVERY (1964)
 DL0040
 DL0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0166 ***********************************************************************
 DL0166  DESIGNATION -  G 92
 DL0166  PID         -  DL0166
 DL0166  STATE/COUNTY-  AR/BRADLEY
 DL0166  USGS QUAD   -  VICK (1985)
 DL0166
 DL0166                         *CURRENT SURVEY CONTROL
 DL0166  ___________________________________________________________________
 DL0166* NAD 83(1986)-  33 18 14.     (N)    092 05 04.     (W)     SCALED    
 DL0166* NAVD 88     -        37.159  (meters)     121.91   (feet)  ADJUSTED  
 DL0166  ___________________________________________________________________
 DL0166  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DL0166  DYNAMIC HT  -          37.120 (meters)     121.78  (feet)  COMP
 DL0166  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 DL0166
 DL0166  VERT ORDER  -  SECOND    CLASS 0
 DL0166
 DL0166.The horizontal coordinates were scaled from a topographic map and have
 DL0166.an estimated accuracy of +/- 6 seconds.
 DL0166
 DL0166.The orthometric height was determined by differential leveling
 DL0166.and adjusted by the National Geodetic Survey in June 1991..
 DL0166
 DL0166.The geoid height was determined by GEOID03.
 DL0166
 DL0166.The dynamic height is computed by dividing the NAVD 88
 DL0166.geopotential number by the normal gravity value computed on the
 DL0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0166.degrees latitude (g = 980.6199 gals.).
 DL0166
 DL0166.The modeled gravity was interpolated from observed gravity values.
 DL0166
 DL0166;                    North         East    Units  Estimated Accuracy
 DL0166;SPC AR S     -   470,680.      392,140.      MT  (+/- 180 meters Scaled)
 DL0166
 DL0166                          SUPERSEDED SURVEY CONTROL
 DL0166
 DL0166  NGVD 29 (??/??/92)   37.234  (m)          122.16   (f) ADJ UNCH    2 0
 DL0166
 DL0166.Superseded values are not recommended for survey control.
 DL0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0166.See file dsdata.txt to determine how the superseded data were derived.
 DL0166
 DL0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS852853(NAD 83)
 DL0166_MARKER: DB = BENCH MARK DISK
 DL0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0166_STAMPING: G 92 1935
 DL0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0166+STABILITY: SURFACE MOTION
 DL0166
 DL0166  HISTORY     - Date     Condition        Report By
 DL0166  HISTORY     - 1935     MONUMENTED       CGS
 DL0166  HISTORY     - 1964     GOOD             NGS
 DL0166
 DL0166                          STATION DESCRIPTION
 DL0166
 DL0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0166'2.0 MI SE FROM VICK.
 DL0166'2.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0166'RAILROAD FROM THE STATION AT VICK, BRADLEY COUNTY, AT MILEAGE 27.8,
 DL0166'133 YARDS SOUTHEAST OF A 4-BY 4-FOOT WOODEN BOX CULVERT, 58.3 FEET
 DL0166'SOUTHEAST OF A BLAZED 14-INCH OAK TREE PAINTED U.S.B.M. AND BEARING A
 DL0166'COPPER NAIL AND WASHER AT THE BASE, 37.8 FEET SOUTHWEST OF THE
 DL0166'CENTERLINE OF THE TRACK, AND 2.3 FEET SOUTHWEST OF POLE 27+25.  A
 DL0166'STANDARD DISK, STAMPED G 92 1935 AND SET IN THE TOP OF A CONCRETE
 DL0166'POST.  NOTE-- ABOUT 58 FEET SOUTHEAST OF THE SOUTHEAST ONE OF TWO OAK
 DL0166'TREES ON SOUTHWEST SIDE OF RAILROAD AND IS 37.8 FEET SOUTHWEST OF
 DL0166'CENTERLINE OF TRACK.
 DL0166
 DL0166                          STATION RECOVERY (1964)
 DL0166
 DL0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1399 ***********************************************************************
 FG1399  DESIGNATION -  G 93
 FG1399  PID         -  FG1399
 FG1399  STATE/COUNTY-  AR/MADISON
 FG1399  USGS QUAD   -  ST PAUL (1973)
 FG1399
 FG1399                         *CURRENT SURVEY CONTROL
 FG1399  ___________________________________________________________________
 FG1399* NAD 83(1986)-  35 47 58.     (N)    093 47 22.     (W)     SCALED    
 FG1399* NAVD 88     -       457.515  (meters)    1501.03   (feet)  ADJUSTED  
 FG1399  ___________________________________________________________________
 FG1399  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG1399  DYNAMIC HT  -         457.079 (meters)    1499.60  (feet)  COMP
 FG1399  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 FG1399
 FG1399  VERT ORDER  -  SECOND    CLASS 0
 FG1399
 FG1399.The horizontal coordinates were scaled from a topographic map and have
 FG1399.an estimated accuracy of +/- 6 seconds.
 FG1399
 FG1399.The orthometric height was determined by differential leveling
 FG1399.and adjusted by the National Geodetic Survey in June 1991..
 FG1399
 FG1399.The geoid height was determined by GEOID03.
 FG1399
 FG1399.The dynamic height is computed by dividing the NAVD 88
 FG1399.geopotential number by the normal gravity value computed on the
 FG1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1399.degrees latitude (g = 980.6199 gals.).
 FG1399
 FG1399.The modeled gravity was interpolated from observed gravity values.
 FG1399
 FG1399;                    North         East    Units  Estimated Accuracy
 FG1399;SPC AR N     -   164,120.      238,270.      MT  (+/- 180 meters Scaled)
 FG1399
 FG1399                          SUPERSEDED SURVEY CONTROL
 FG1399
 FG1399  NGVD 29 (??/??/92)  457.386  (m)         1500.61   (f) ADJ UNCH    2 0
 FG1399
 FG1399.Superseded values are not recommended for survey control.
 FG1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1399.See file dsdata.txt to determine how the superseded data were derived.
 FG1399
 FG1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV286619(NAD 83)
 FG1399_MARKER: DB = BENCH MARK DISK
 FG1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1399_STAMPING: G 93 1935
 FG1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1399+STABILITY: SURFACE MOTION
 FG1399
 FG1399  HISTORY     - Date     Condition        Report By
 FG1399  HISTORY     - 1935     MONUMENTED       CGS
 FG1399  HISTORY     - 1959     GOOD             NGS
 FG1399
 FG1399                          STATION DESCRIPTION
 FG1399
 FG1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1399'2.9 MI S FROM ST PAUL.
 FG1399'2.9 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE ST. LOUIS-SAN
 FG1399'FRANCISCO RAILWAY STATION AT ST. PAUL, MADISON COUNTY, 60 FEET SOUTH
 FG1399'OF THE SOUTHWEST CORNER OF THE BILL BAKER FARMHOUSE, 66 FEET WEST OF
 FG1399'THE WEST SIDE OF FLEMING CREEK, 34 FEET EAST OF THE CENTERLINE OF THE
 FG1399'HIGHWAY, 6 FEET EAST OF A SOUTHWEST FENCE CORNER, AND 1 FOOT SOUTH OF
 FG1399'A FENCE.  A STANDARD DISK, STAMPED G 93 1935 AND SET IN THE TOP OF A
 FG1399'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1410 ***********************************************************************
 FG1410  DESIGNATION -  G 94
 FG1410  PID         -  FG1410
 FG1410  STATE/COUNTY-  AR/JOHNSON
 FG1410  USGS QUAD   -  HUNT (1963)
 FG1410
 FG1410                         *CURRENT SURVEY CONTROL
 FG1410  ___________________________________________________________________
 FG1410* NAD 83(1986)-  35 32 50.     (N)    093 38 55.     (W)     SCALED    
 FG1410* NAVD 88     -       222.462  (meters)     729.86   (feet)  ADJUSTED  
 FG1410  ___________________________________________________________________
 FG1410  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FG1410  DYNAMIC HT  -         222.254 (meters)     729.18  (feet)  COMP
 FG1410  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FG1410
 FG1410  VERT ORDER  -  SECOND    CLASS 0
 FG1410
 FG1410.The horizontal coordinates were scaled from a topographic map and have
 FG1410.an estimated accuracy of +/- 6 seconds.
 FG1410
 FG1410.The orthometric height was determined by differential leveling
 FG1410.and adjusted by the National Geodetic Survey in June 1991..
 FG1410
 FG1410.The geoid height was determined by GEOID03.
 FG1410
 FG1410.The dynamic height is computed by dividing the NAVD 88
 FG1410.geopotential number by the normal gravity value computed on the
 FG1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1410.degrees latitude (g = 980.6199 gals.).
 FG1410
 FG1410.The modeled gravity was interpolated from observed gravity values.
 FG1410
 FG1410;                    North         East    Units  Estimated Accuracy
 FG1410;SPC AR N     -   135,920.      250,530.      MT  (+/- 180 meters Scaled)
 FG1410
 FG1410                          SUPERSEDED SURVEY CONTROL
 FG1410
 FG1410  NGVD 29 (??/??/92)  222.414  (m)          729.70   (f) ADJ UNCH    2 0
 FG1410
 FG1410.Superseded values are not recommended for survey control.
 FG1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1410.See file dsdata.txt to determine how the superseded data were derived.
 FG1410
 FG1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV412339(NAD 83)
 FG1410_MARKER: DB = BENCH MARK DISK
 FG1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1410_STAMPING: G 94 1935
 FG1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1410+STABILITY: SURFACE MOTION
 FG1410
 FG1410  HISTORY     - Date     Condition        Report By
 FG1410  HISTORY     - 1935     MONUMENTED       CGS
 FG1410  HISTORY     - 1935     GOOD             NGS
 FG1410
 FG1410                          STATION DESCRIPTION
 FG1410
 FG1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1410'1.6 MI N FROM HUNT.
 FG1410'1.6 MILES NORTH ALONG THE HARMONY-HUNT ROAD FROM THE WALTER TEMPLE
 FG1410'HOME AT HUNT, JOHNSON COUNTY, 150 FEET NORTH OF THE NORTHEAST CORNER
 FG1410'OF THE H. E. DRAKE FARMHOUSE, 40 FEET NORTHEAST OF THE NORTHEAST
 FG1410'CORNER OF A BARN, 28 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 2
 FG1410'FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED G 94 1935 AND SET IN
 FG1410'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1476 ***********************************************************************
 FG1476  DESIGNATION -  G 95
 FG1476  PID         -  FG1476
 FG1476  STATE/COUNTY-  AR/JOHNSON
 FG1476  USGS QUAD   -  HARMONY (1963)
 FG1476
 FG1476                         *CURRENT SURVEY CONTROL
 FG1476  ___________________________________________________________________
 FG1476* NAD 83(1986)-  35 35 59.     (N)    093 35 11.     (W)     SCALED    
 FG1476* NAVD 88     -       360.414  (meters)    1182.46   (feet)  ADJUSTED  
 FG1476  ___________________________________________________________________
 FG1476  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FG1476  DYNAMIC HT  -         360.067 (meters)    1181.32  (feet)  COMP
 FG1476  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 FG1476
 FG1476  VERT ORDER  -  SECOND    CLASS 0
 FG1476
 FG1476.The horizontal coordinates were scaled from a topographic map and have
 FG1476.an estimated accuracy of +/- 6 seconds.
 FG1476
 FG1476.The orthometric height was determined by differential leveling
 FG1476.and adjusted by the National Geodetic Survey in June 1991..
 FG1476
 FG1476.The geoid height was determined by GEOID03.
 FG1476
 FG1476.The dynamic height is computed by dividing the NAVD 88
 FG1476.geopotential number by the normal gravity value computed on the
 FG1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1476.degrees latitude (g = 980.6199 gals.).
 FG1476
 FG1476.The modeled gravity was interpolated from observed gravity values.
 FG1476
 FG1476;                    North         East    Units  Estimated Accuracy
 FG1476;SPC AR N     -   141,650.      256,260.      MT  (+/- 180 meters Scaled)
 FG1476
 FG1476                          SUPERSEDED SURVEY CONTROL
 FG1476
 FG1476  NGVD 29 (??/??/92)  360.360  (m)         1182.28   (f) ADJ UNCH    2 0
 FG1476
 FG1476.Superseded values are not recommended for survey control.
 FG1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1476.See file dsdata.txt to determine how the superseded data were derived.
 FG1476
 FG1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV468397(NAD 83)
 FG1476_MARKER: DB = BENCH MARK DISK
 FG1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1476_STAMPING: G 95 1935
 FG1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1476+STABILITY: SURFACE MOTION
 FG1476
 FG1476  HISTORY     - Date     Condition        Report By
 FG1476  HISTORY     - 1935     MONUMENTED       CGS
 FG1476
 FG1476                          STATION DESCRIPTION
 FG1476
 FG1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1476'5 MI N FROM HARMONY.
 FG1476'5 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE KING STORE AT HARMONY,
 FG1476'JOHNSON COUNTY, 0.5 MILE UP A MOUNTAIN FROM A STREAM, AT A U-CURVE IN
 FG1476'THE HIGHWAY, 44 FEET SOUTH OF THE CENTERLNE OF THE HIGHWAY, 33 FEET
 FG1476'SOUTHWEST OF A LOG ROAD LEADING WEST, AND 6 FEET NORTH OF A 16-INCH
 FG1476'OAK TREE.  A STANDARD DISK, STAMPED G 95 1935 AND SET IN THE TOP OF A
 FG1476'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0374 ***********************************************************************
 EJ0374  DESIGNATION -  G 96
 EJ0374  PID         -  EJ0374
 EJ0374  STATE/COUNTY-  AR/SALINE
 EJ0374  USGS QUAD   -  BRYANT (1987)
 EJ0374
 EJ0374                         *CURRENT SURVEY CONTROL
 EJ0374  ___________________________________________________________________
 EJ0374* NAD 83(1986)-  34 36 03.     (N)    092 26 45.     (W)     SCALED    
 EJ0374* NAVD 88     -       141.535  (meters)     464.35   (feet)  ADJUSTED  
 EJ0374  ___________________________________________________________________
 EJ0374  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ0374  DYNAMIC HT  -         141.401 (meters)     463.91  (feet)  COMP
 EJ0374  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 EJ0374
 EJ0374  VERT ORDER  -  SECOND    CLASS 0
 EJ0374
 EJ0374.The horizontal coordinates were scaled from a topographic map and have
 EJ0374.an estimated accuracy of +/- 6 seconds.
 EJ0374
 EJ0374.The orthometric height was determined by differential leveling
 EJ0374.and adjusted by the National Geodetic Survey in June 1991..
 EJ0374
 EJ0374.The geoid height was determined by GEOID03.
 EJ0374
 EJ0374.The dynamic height is computed by dividing the NAVD 88
 EJ0374.geopotential number by the normal gravity value computed on the
 EJ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0374.degrees latitude (g = 980.6199 gals.).
 EJ0374
 EJ0374.The modeled gravity was interpolated from observed gravity values.
 EJ0374
 EJ0374;                    North         East    Units  Estimated Accuracy
 EJ0374;SPC AR S     -   614,620.      359,110.      MT  (+/- 180 meters Scaled)
 EJ0374
 EJ0374                          SUPERSEDED SURVEY CONTROL
 EJ0374
 EJ0374  NGVD 29 (??/??/92)  141.576  (m)          464.49   (f) ADJ UNCH    2 0
 EJ0374
 EJ0374.Superseded values are not recommended for survey control.
 EJ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0374.See file dsdata.txt to determine how the superseded data were derived.
 EJ0374
 EJ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU508289(NAD 83)
 EJ0374_MARKER: DB = BENCH MARK DISK
 EJ0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0374_STAMPING: G 96 1935
 EJ0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0374+STABILITY: SURFACE MOTION
 EJ0374
 EJ0374  HISTORY     - Date     Condition        Report By
 EJ0374  HISTORY     - 1935     MONUMENTED       CGS
 EJ0374  HISTORY     - 1941     GOOD             NGS
 EJ0374  HISTORY     - 19841203 MARK NOT FOUND   USGS
 EJ0374  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0374  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0374  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0374
 EJ0374                          STATION DESCRIPTION
 EJ0374
 EJ0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EJ0374'2.2 MI S FROM ALEXANDER.
 EJ0374'IN SALINE COUNTY, 2.2 MILES SOUTH ALONG THE BELFAST ROAD FROM THE
 EJ0374'MISSOURI PACIFIC RAILROAD STATION AT ALEXANDER, PULASKI COUNTY, 2.3
 EJ0374'MILES NORTH OF THE POINT WHERE THE ROAD LEAVES THE CHICAGO, ROCK
 EJ0374'ISLAND AND PACIFIC RAILROAD, 1.1 MILES SOUTH OF THE MCRAE TUBERCULOSIS
 EJ0374'SANITARIUM, AT THE TOP OF A HILL, 80 FEET NORTHWEST OF THE B. A.
 EJ0374'SCHRAFT LOG HOUSE IN 1935, 66 FEET WEST OF THE SCHRAFT WATER WELL, 24
 EJ0374'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 6.7 FEET EAST OF THE
 EJ0374'SOUTHWEST CORNER OF A SPLIT-RAIL FENCE.  A STANDARD DISK, STAMPED G 96
 EJ0374'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0374
 EJ0374                          STATION RECOVERY (1984)
 EJ0374
 EJ0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (DNB)
 EJ0374'MARK NOT FOUND.
 EJ0374
 EJ0374                          STATION RECOVERY (1989)
 EJ0374
 EJ0374'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0374'MARK NOT FOUND.
 EJ0374
 EJ0374                          STATION RECOVERY (1990)
 EJ0374
 EJ0374'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0374'MARK NOT FOUND.
 EJ0374
 EJ0374                          STATION RECOVERY (1998)
 EJ0374
 EJ0374'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0505 ***********************************************************************
 EJ0505  DESIGNATION -  G 97
 EJ0505  PID         -  EJ0505
 EJ0505  STATE/COUNTY-  AR/JEFFERSON
 EJ0505  USGS QUAD   -  REDFIELD (1984)
 EJ0505
 EJ0505                         *CURRENT SURVEY CONTROL
 EJ0505  ___________________________________________________________________
 EJ0505* NAD 83(1986)-  34 24 57.     (N)    092 10 29.     (W)     SCALED    
 EJ0505* NAVD 88     -       107.137  (meters)     351.50   (feet)  POSTED    
 EJ0505  ___________________________________________________________________
 EJ0505  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0505  DYNAMIC HT  -         107.040 (meters)     351.18  (feet)  COMP
 EJ0505  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 EJ0505
 EJ0505  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EJ0505
 EJ0505.The horizontal coordinates were scaled from a topographic map and have
 EJ0505.an estimated accuracy of +/- 6 seconds.
 EJ0505
 EJ0505.The orthometric height was determined by differential leveling
 EJ0505.and adjusted by the National Geodetic Survey in 1992..
 EJ0505.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EJ0505.rate greater than 8.0 mm/km.
 EJ0505
 EJ0505.The geoid height was determined by GEOID03.
 EJ0505
 EJ0505.The dynamic height is computed by dividing the NAVD 88
 EJ0505.geopotential number by the normal gravity value computed on the
 EJ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0505.degrees latitude (g = 980.6199 gals.).
 EJ0505
 EJ0505.The modeled gravity was interpolated from observed gravity values.
 EJ0505
 EJ0505;                    North         East    Units  Estimated Accuracy
 EJ0505;SPC AR S     -   594,020.      383,940.      MT  (+/- 180 meters Scaled)
 EJ0505
 EJ0505                          SUPERSEDED SURVEY CONTROL
 EJ0505
 EJ0505  NGVD 29 (??/??/92)  107.257  (m)          351.89   (f) ADJ UNCH    1 2
 EJ0505
 EJ0505.Superseded values are not recommended for survey control.
 EJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0505.See file dsdata.txt to determine how the superseded data were derived.
 EJ0505
 EJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU758085(NAD 83)
 EJ0505_MARKER: DB = BENCH MARK DISK
 EJ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0505_STAMPING: G 97 1935
 EJ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0505+STABILITY: SURFACE MOTION
 EJ0505
 EJ0505  HISTORY     - Date     Condition        Report By
 EJ0505  HISTORY     - 1935     MONUMENTED       CGS
 EJ0505  HISTORY     - 1974     GOOD             NGS
 EJ0505  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0505
 EJ0505                          STATION DESCRIPTION
 EJ0505
 EJ0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EJ0505'2.1 MI S FROM REDFIELD.
 EJ0505'MARK WAS RECOVERED IN GOOD CONDITION, BUT MAY BE IN DANGER OF BEING
 EJ0505'DESTROYED IN THE NEAR FUTURE.  A NEW MARK WAS ESTABLISHED AT THIS
 EJ0505'TIME.  SEE DESCRIPTION FOR G 97 1935 RESET 1974.  THIS MARK WAS NOT
 EJ0505'RECLAIMED AT THIS DATE AND IS LOCATED 2.1 MILES SOUTH-SOUTHEAST ALONG
 EJ0505'THE MISSOURI PACIFIC RAILROAD FROM THE SITE OF THE RAILROAD STATION IN
 EJ0505'REDFIELD, 27 FEET NORTH-NORTHEAST OF THE NORTHEAST RAIL OF TRACKS, 12
 EJ0505'FEET SOUTHWEST OF RIGHT-OF-WAY FENCE, 9 FEET SOUTH-SOUTHWEST OF
 EJ0505'TELEGRAPH POLE WITH MILE SIGN 371 ATTACHED AND 1 FOOT EAST-NORTHEAST
 EJ0505'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK,
 EJ0505'STAMPED G 97 1935 AND SET IN TOP OF A 6 INCH SQUARE CONCRETE POST,
 EJ0505'FLUSH WITH THE GROUND.
 EJ0505
 EJ0505                          STATION RECOVERY (1984)
 EJ0505
 EJ0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0505'NOT RECOVERED, PRESUMED KNOCKED OUT BY BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0506 ***********************************************************************
 EJ0506  DESIGNATION -  G 97 RESET
 EJ0506  PID         -  EJ0506
 EJ0506  STATE/COUNTY-  AR/JEFFERSON
 EJ0506  USGS QUAD   -  REDFIELD (1984)
 EJ0506
 EJ0506                         *CURRENT SURVEY CONTROL
 EJ0506  ___________________________________________________________________
 EJ0506* NAD 83(1986)-  34 24 55.     (N)    092 10 25.     (W)     SCALED    
 EJ0506* NAVD 88     -       108.637  (meters)     356.42   (feet)  ADJUSTED  
 EJ0506  ___________________________________________________________________
 EJ0506  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0506  DYNAMIC HT  -         108.534 (meters)     356.08  (feet)  COMP
 EJ0506  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 EJ0506
 EJ0506  VERT ORDER  -  FIRST     CLASS II
 EJ0506
 EJ0506.The horizontal coordinates were scaled from a topographic map and have
 EJ0506.an estimated accuracy of +/- 6 seconds.
 EJ0506
 EJ0506.The orthometric height was determined by differential leveling
 EJ0506.and adjusted by the National Geodetic Survey in June 1991..
 EJ0506
 EJ0506.The geoid height was determined by GEOID03.
 EJ0506
 EJ0506.The dynamic height is computed by dividing the NAVD 88
 EJ0506.geopotential number by the normal gravity value computed on the
 EJ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0506.degrees latitude (g = 980.6199 gals.).
 EJ0506
 EJ0506.The modeled gravity was interpolated from observed gravity values.
 EJ0506
 EJ0506;                    North         East    Units  Estimated Accuracy
 EJ0506;SPC AR S     -   593,960.      384,040.      MT  (+/- 180 meters Scaled)
 EJ0506
 EJ0506                          SUPERSEDED SURVEY CONTROL
 EJ0506
 EJ0506.No superseded survey control is available for this station.
 EJ0506
 EJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU759085(NAD 83)
 EJ0506_MARKER: DB = BENCH MARK DISK
 EJ0506_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EJ0506+WITH SETTING: INTO GROUND
 EJ0506_STAMPING: G 97 1935 RESET 1974
 EJ0506_MARK LOGO: NGS   
 EJ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0506+STABILITY: SURFACE MOTION
 EJ0506
 EJ0506  HISTORY     - Date     Condition        Report By
 EJ0506  HISTORY     - 1974     MONUMENTED       NGS
 EJ0506  HISTORY     - 1984     GOOD             NGS
 EJ0506  HISTORY     - 1988     GOOD             USPSQD
 EJ0506  HISTORY     - 1989     GOOD             USPSQD
 EJ0506
 EJ0506                          STATION DESCRIPTION
 EJ0506
 EJ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EJ0506'2.2 MI S FROM REDFIELD.
 EJ0506'MARK IS LOCATED 2.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 EJ0506'FROM THE STATION SITE AT REDFIELD, 0.4 MILE NORTH-NORTHEAST OF A ROAD
 EJ0506'CROSSING, 42 FEET NORTHEAST OF THE NORTHEAST RAIL OF TRACKS, 5 FEET
 EJ0506'NORTH-NORTHEAST OF THE THIRD POLE SOUTH OF POLE WITH MILE SIGN 371
 EJ0506'ATTACHED AND 1 FOOT NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN
 EJ0506'IN FENCELINE.  IT IS A STANDARD B.M. DISK, STAMPED G 97 1935 RESET
 EJ0506'1974, CRIMPED ON A 3 FOOT COPPER ROD WITH COLLAR AND SET FLUSH WITH
 EJ0506'THE GROUND.
 EJ0506
 EJ0506                          STATION RECOVERY (1984)
 EJ0506
 EJ0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0506'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 EJ0506'(0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET FROM THE POST OFFICE IN
 EJ0506'REDFIELD, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG SHERIDIAN ROAD,
 EJ0506'THENCE 3.4 KM (2.1 MI) SOUTH ALONG STATE HIGHWAY 365, THENCE 0.2 KM
 EJ0506'(0.1 MI) EAST ALONG STATE HIGHWAY 46 TO AN OVERPASS OVER THE MISSOURI
 EJ0506'PACIFIC RAILROAD AND THE MARK SET EAST OF THE THIRD TELEPHONE POLE
 EJ0506'SOUTH OF THE OVERPASS, 12.49 METERS (41.7 FT) SOUTHEAST OF THE
 EJ0506'SOUTHEAST RAIL, 1.43 METERS (4.7 FT) SOUTHEAST OF A TELEPHONE POLE,
 EJ0506'AND 0.3 METER (1.0 FT) SOUTHEAST OF AN OLD RIGHT OF WAY FENCE.  A
 EJ0506'COPPER CLAD STEEL ROD FLUSH WITH THE GROUND.
 EJ0506'THE MARK IS 0.16 METERS  E FROM A WITNESS POST.
 EJ0506'THE MARK IS 0.6 M ABOVE TRACKS.
 EJ0506
 EJ0506                          STATION RECOVERY (1988)
 EJ0506
 EJ0506'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0506'RECOVERED IN GOOD CONDITION.
 EJ0506
 EJ0506                          STATION RECOVERY (1989)
 EJ0506
 EJ0506'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0222 ***********************************************************************
 EJ0222  DESIGNATION -  G 98
 EJ0222  PID         -  EJ0222
 EJ0222  STATE/COUNTY-  AR/PULASKI
 EJ0222  USGS QUAD   -  ALEXANDER (1986)
 EJ0222
 EJ0222                         *CURRENT SURVEY CONTROL
 EJ0222  ___________________________________________________________________
 EJ0222* NAD 83(1986)-  34 44 34.     (N)    092 23 08.     (W)     SCALED    
 EJ0222* NAVD 88     -       149.024  (meters)     488.92   (feet)  ADJUSTED  
 EJ0222  ___________________________________________________________________
 EJ0222  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0222  DYNAMIC HT  -         148.886 (meters)     488.47  (feet)  COMP
 EJ0222  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 EJ0222
 EJ0222  VERT ORDER  -  SECOND    CLASS 0
 EJ0222
 EJ0222.The horizontal coordinates were scaled from a topographic map and have
 EJ0222.an estimated accuracy of +/- 6 seconds.
 EJ0222
 EJ0222.The orthometric height was determined by differential leveling
 EJ0222.and adjusted by the National Geodetic Survey in June 1991..
 EJ0222
 EJ0222.The geoid height was determined by GEOID03.
 EJ0222
 EJ0222.The dynamic height is computed by dividing the NAVD 88
 EJ0222.geopotential number by the normal gravity value computed on the
 EJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0222.degrees latitude (g = 980.6199 gals.).
 EJ0222
 EJ0222.The modeled gravity was interpolated from observed gravity values.
 EJ0222
 EJ0222;                    North         East    Units  Estimated Accuracy
 EJ0222;SPC AR S     -   630,340.      364,690.      MT  (+/- 180 meters Scaled)
 EJ0222
 EJ0222                          SUPERSEDED SURVEY CONTROL
 EJ0222
 EJ0222  NGVD 29 (??/??/92)  149.070  (m)          489.07   (f) ADJ UNCH    2 0
 EJ0222
 EJ0222.Superseded values are not recommended for survey control.
 EJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0222.See file dsdata.txt to determine how the superseded data were derived.
 EJ0222
 EJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU562446(NAD 83)
 EJ0222_MARKER: DB = BENCH MARK DISK
 EJ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0222_STAMPING: G 98 1935
 EJ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0222+STABILITY: SURFACE MOTION
 EJ0222
 EJ0222  HISTORY     - Date     Condition        Report By
 EJ0222  HISTORY     - 1935     MONUMENTED       CGS
 EJ0222
 EJ0222                          STATION DESCRIPTION
 EJ0222
 EJ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0222'4.9 MI W FROM LITTLE ROCK.
 EJ0222'4.9 MILES WEST ALONG TWELFTH STREET PIKE FROM THE CHICAGO, ROCK ISLAND
 EJ0222'AND PACIFIC RAILROAD STATION AT LITTLE ROCK, PULASKI COUNTY, 275 FEET
 EJ0222'EAST OF THE SUMMIT OF A HILL, 185 FEET SOUTH OF A WHITE FRAME
 EJ0222'FARMHOUSE, 23.1 FEET NORTH OF THE CENTERLINE OF THE PIKE, 11.9 FEET
 EJ0222'EAST OF THE CENTERLINE OF THE ASPHALT DRIVE LEADING TO THE HOUSE, AND
 EJ0222'AT THE SOUTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED G 98
 EJ0222'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0900 ***********************************************************************
 EJ0900  DESIGNATION -  G 99
 EJ0900  PID         -  EJ0900
 EJ0900  STATE/COUNTY-  AR/PULASKI
 EJ0900  USGS QUAD   -  FERNDALE (1984)
 EJ0900
 EJ0900                         *CURRENT SURVEY CONTROL
 EJ0900  ___________________________________________________________________
 EJ0900* NAD 83(1986)-  34 47 25.     (N)    092 32 07.     (W)     SCALED    
 EJ0900* NAVD 88     -        98.994  (meters)     324.78   (feet)  ADJUSTED  
 EJ0900  ___________________________________________________________________
 EJ0900  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EJ0900  DYNAMIC HT  -          98.900 (meters)     324.47  (feet)  COMP
 EJ0900  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 EJ0900
 EJ0900  VERT ORDER  -  SECOND    CLASS 0
 EJ0900
 EJ0900.The horizontal coordinates were scaled from a topographic map and have
 EJ0900.an estimated accuracy of +/- 6 seconds.
 EJ0900
 EJ0900.The orthometric height was determined by differential leveling
 EJ0900.and adjusted by the National Geodetic Survey in June 1991..
 EJ0900
 EJ0900.The geoid height was determined by GEOID03.
 EJ0900
 EJ0900.The dynamic height is computed by dividing the NAVD 88
 EJ0900.geopotential number by the normal gravity value computed on the
 EJ0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0900.degrees latitude (g = 980.6199 gals.).
 EJ0900
 EJ0900.The modeled gravity was interpolated from observed gravity values.
 EJ0900
 EJ0900;                    North         East    Units  Estimated Accuracy
 EJ0900;SPC AR S     -   635,670.      351,010.      MT  (+/- 180 meters Scaled)
 EJ0900
 EJ0900                          SUPERSEDED SURVEY CONTROL
 EJ0900
 EJ0900  NGVD 29 (??/??/92)   99.028  (m)          324.89   (f) ADJ UNCH    2 0
 EJ0900
 EJ0900.Superseded values are not recommended for survey control.
 EJ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0900.See file dsdata.txt to determine how the superseded data were derived.
 EJ0900
 EJ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU425498(NAD 83)
 EJ0900_MARKER: DB = BENCH MARK DISK
 EJ0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0900_SP_SET: ABUTMENT
 EJ0900_STAMPING: G 99 1935
 EJ0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0900
 EJ0900  HISTORY     - Date     Condition        Report By
 EJ0900  HISTORY     - 1935     MONUMENTED       CGS
 EJ0900
 EJ0900                          STATION DESCRIPTION
 EJ0900
 EJ0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0900'1.7 MI NE FROM FERNDALE.
 EJ0900'1.7 MILES NORTHEAST ALONG THE CUT-OFF ROAD LEADING TO STATE HIGHWAY 10
 EJ0900'FROM THE J. W. CARTER STORE AT FERNDALE, PULASKI COUNTY, AT THE STEEL
 EJ0900'HIGHWAY BRIDGE OVER MAUMELLE RIVER, IN THE TOP OF THE EAST CONCRETE
 EJ0900'ABUTMENT, 1.3 FEET SOUTH OF THE NORTH END, AND 10.1 FEET NORTH OF THE
 EJ0900'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G 99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0212 ***********************************************************************
 EJ0212  DESIGNATION -  GAB
 EJ0212  PID         -  EJ0212
 EJ0212  STATE/COUNTY-  AR/LONOKE
 EJ0212  USGS QUAD   -  SCOTT (1987)
 EJ0212
 EJ0212                         *CURRENT SURVEY CONTROL
 EJ0212  ___________________________________________________________________
 EJ0212* NAD 83(1986)-  34 39 15.     (N)    092 03 33.     (W)     SCALED    
 EJ0212* NAVD 88     -        72.936  (meters)     239.29   (feet)  ADJUSTED  
 EJ0212  ___________________________________________________________________
 EJ0212  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ0212  DYNAMIC HT  -          72.868 (meters)     239.07  (feet)  COMP
 EJ0212  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 EJ0212
 EJ0212  VERT ORDER  -  SECOND    CLASS 0
 EJ0212
 EJ0212.The horizontal coordinates were scaled from a topographic map and have
 EJ0212.an estimated accuracy of +/- 6 seconds.
 EJ0212
 EJ0212.The orthometric height was determined by differential leveling
 EJ0212.and adjusted by the National Geodetic Survey in June 1991..
 EJ0212
 EJ0212.The geoid height was determined by GEOID03.
 EJ0212
 EJ0212.The dynamic height is computed by dividing the NAVD 88
 EJ0212.geopotential number by the normal gravity value computed on the
 EJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0212.degrees latitude (g = 980.6199 gals.).
 EJ0212
 EJ0212.The modeled gravity was interpolated from observed gravity values.
 EJ0212
 EJ0212;                    North         East    Units  Estimated Accuracy
 EJ0212;SPC AR S     -   620,450.      394,580.      MT  (+/- 180 meters Scaled)
 EJ0212
 EJ0212                          SUPERSEDED SURVEY CONTROL
 EJ0212
 EJ0212  NGVD 29 (??/??/92)   72.976  (m)          239.42   (f) ADJ UNCH    2 0
 EJ0212
 EJ0212.Superseded values are not recommended for survey control.
 EJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0212.See file dsdata.txt to determine how the superseded data were derived.
 EJ0212
 EJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU862350(NAD 83)
 EJ0212_MARKER: Z = SEE DESCRIPTION
 EJ0212_SETTING: 0 = UNSPECIFIED SETTING
 EJ0212_STAMPING: GAB 1934
 EJ0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0212
 EJ0212  HISTORY     - Date     Condition        Report By
 EJ0212  HISTORY     - 1934     MONUMENTED       CGS
 EJ0212  HISTORY     - 1936     GOOD             ARGS
 EJ0212  HISTORY     - 198412   MARK NOT FOUND   USGS
 EJ0212  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0212
 EJ0212                          STATION DESCRIPTION
 EJ0212
 EJ0212'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EJ0212'IN TOLTEC.
 EJ0212'AT TOLTEC, ON THE ST. LOUIS SOUTHWESTERN RY., 48 FEET SOUTHWEST OF AND
 EJ0212'ACROSS THE TRACK FROM POLE 268-23, 54 FEET EAST OF TELEPHONE POLE 605,
 EJ0212'13 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 152
 EJ0212'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 30, 250 FEET SOUTH
 EJ0212'OF THE SOUTH CORNER OF THE MCCLOUGHLIN GIN.  NOTE-- THE RAILROAD
 EJ0212'STATION HAS BEEN TORN DOWN.
 EJ0212
 EJ0212                          STATION RECOVERY (1984)
 EJ0212
 EJ0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0212'MARK NOT FOUND.
 EJ0212
 EJ0212                          STATION RECOVERY (1989)
 EJ0212
 EJ0212'RECOVERY NOTE BY US POWER SQUADRON 1989 (CB)
 EJ0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0694 ***********************************************************************
 EJ0694  DESIGNATION -  GABY
 EJ0694  PID         -  EJ0694
 EJ0694  STATE/COUNTY-  AR/GRANT
 EJ0694  USGS QUAD   -  LEOLA (1984)
 EJ0694
 EJ0694                         *CURRENT SURVEY CONTROL
 EJ0694  ___________________________________________________________________
 EJ0694* NAD 83(1986)-  34 10 03.     (N)    092 35 28.     (W)     SCALED    
 EJ0694* NAVD 88     -        83.235  (meters)     273.08   (feet)  ADJUSTED  
 EJ0694  ___________________________________________________________________
 EJ0694  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EJ0694  DYNAMIC HT  -          83.153 (meters)     272.81  (feet)  COMP
 EJ0694  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 EJ0694
 EJ0694  VERT ORDER  -  SECOND    CLASS 0
 EJ0694
 EJ0694.The horizontal coordinates were scaled from a topographic map and have
 EJ0694.an estimated accuracy of +/- 6 seconds.
 EJ0694
 EJ0694.The orthometric height was determined by differential leveling
 EJ0694.and adjusted by the National Geodetic Survey in June 1991..
 EJ0694
 EJ0694.The geoid height was determined by GEOID03.
 EJ0694
 EJ0694.The dynamic height is computed by dividing the NAVD 88
 EJ0694.geopotential number by the normal gravity value computed on the
 EJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0694.degrees latitude (g = 980.6199 gals.).
 EJ0694
 EJ0694.The modeled gravity was interpolated from observed gravity values.
 EJ0694
 EJ0694;                    North         East    Units  Estimated Accuracy
 EJ0694;SPC AR S     -   566,620.      345,500.      MT  (+/- 180 meters Scaled)
 EJ0694
 EJ0694                          SUPERSEDED SURVEY CONTROL
 EJ0694
 EJ0694  NGVD 29 (??/??/92)   83.266  (m)          273.18   (f) ADJ UNCH    2 0
 EJ0694
 EJ0694.Superseded values are not recommended for survey control.
 EJ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0694.See file dsdata.txt to determine how the superseded data were derived.
 EJ0694
 EJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT376808(NAD 83)
 EJ0694_MARKER: DB = BENCH MARK DISK
 EJ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0694+STABILITY: SURFACE MOTION
 EJ0694
 EJ0694  HISTORY     - Date     Condition        Report By
 EJ0694  HISTORY     - UNK      MONUMENTED       CGS
 EJ0694  HISTORY     - 1935     GOOD             NGS
 EJ0694  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0694
 EJ0694                          STATION DESCRIPTION
 EJ0694
 EJ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0694'IN LEOLA.
 EJ0694'BRONZE TABLET SET IN CONC. POST ON W. BANK OF FIRST CUT N. OF LEOLA
 EJ0694'STA.  ABOUT 0.2 MI. N. OF C.R.I. AND P.RR. STA. AT LEOLA.  300 FT. N.
 EJ0694'W. OF M.P. 23.  ABOUT 35 FT. W. OF CENTER LINE OF R.R.
 EJ0694
 EJ0694                          STATION RECOVERY (1962)
 EJ0694
 EJ0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0213 ***********************************************************************
 EJ0213  DESIGNATION -  GAD
 EJ0213  PID         -  EJ0213
 EJ0213  STATE/COUNTY-  AR/LONOKE
 EJ0213  USGS QUAD   -  SCOTT (1987)
 EJ0213
 EJ0213                         *CURRENT SURVEY CONTROL
 EJ0213  ___________________________________________________________________
 EJ0213* NAD 83(1986)-  34 38 21.     (N)    092 02 37.     (W)     SCALED    
 EJ0213* NAVD 88     -        70.340  (meters)     230.77   (feet)  ADJUSTED  
 EJ0213  ___________________________________________________________________
 EJ0213  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ0213  DYNAMIC HT  -          70.274 (meters)     230.56  (feet)  COMP
 EJ0213  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 EJ0213
 EJ0213  VERT ORDER  -  SECOND    CLASS 0
 EJ0213
 EJ0213.The horizontal coordinates were scaled from a topographic map and have
 EJ0213.an estimated accuracy of +/- 6 seconds.
 EJ0213
 EJ0213.The orthometric height was determined by differential leveling
 EJ0213.and adjusted by the National Geodetic Survey in June 1991..
 EJ0213
 EJ0213.The geoid height was determined by GEOID03.
 EJ0213
 EJ0213.The dynamic height is computed by dividing the NAVD 88
 EJ0213.geopotential number by the normal gravity value computed on the
 EJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0213.degrees latitude (g = 980.6199 gals.).
 EJ0213
 EJ0213.The modeled gravity was interpolated from observed gravity values.
 EJ0213
 EJ0213;                    North         East    Units  Estimated Accuracy
 EJ0213;SPC AR S     -   618,780.      396,000.      MT  (+/- 180 meters Scaled)
 EJ0213
 EJ0213                          SUPERSEDED SURVEY CONTROL
 EJ0213
 EJ0213  NGVD 29 (??/??/92)   70.380  (m)          230.91   (f) ADJ UNCH    2 0
 EJ0213
 EJ0213.Superseded values are not recommended for survey control.
 EJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0213.See file dsdata.txt to determine how the superseded data were derived.
 EJ0213
 EJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU876334(NAD 83)
 EJ0213_MARKER: DB = BENCH MARK DISK
 EJ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0213_STAMPING: GAD 1934
 EJ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0213+STABILITY: SURFACE MOTION
 EJ0213
 EJ0213  HISTORY     - Date     Condition        Report By
 EJ0213  HISTORY     - 1934     MONUMENTED       CGS
 EJ0213  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0213
 EJ0213                          STATION DESCRIPTION
 EJ0213
 EJ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0213'1.4 MI SE FROM TOLTEC.
 EJ0213'1.4 MILES SOUTHEAST OF, ALONG S.L.S.RY. FROM STATION ABOUT 481 FT.
 EJ0213'WEST OF M.P. 267-20.  ABOUT 219 FEET SOUTHEAST OF SOUTH ABUTMENT TO
 EJ0213'WOODEN RAILWAY TRESTLE NO. 29.  ABOUT 219 FEET SOUTH OF SOUTHEAST
 EJ0213'HEADWALL TO CONCRETE ST. HWY. 30 BRIDGE OVER DRAINAGE DITCH.  15.4
 EJ0213'FEET NORTHEAST OF CENTERLINE OF ST. LOUIS SOUTHWESTERN RY.  TABLET SET
 EJ0213'IN PRECAST CONCRETE POST.
 EJ0213
 EJ0213                          STATION RECOVERY (1989)
 EJ0213
 EJ0213'RECOVERY NOTE BY US POWER SQUADRON 1989 (CB)
 EJ0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0691 ***********************************************************************
 EJ0691  DESIGNATION -  GAEL
 EJ0691  PID         -  EJ0691
 EJ0691  STATE/COUNTY-  AR/GRANT
 EJ0691  USGS QUAD   -  LEOLA (1984)
 EJ0691
 EJ0691                         *CURRENT SURVEY CONTROL
 EJ0691  ___________________________________________________________________
 EJ0691* NAD 83(1986)-  34 09 15.     (N)    092 35 16.     (W)     SCALED    
 EJ0691* NAVD 88     -        88.543  (meters)     290.49   (feet)  ADJUSTED  
 EJ0691  ___________________________________________________________________
 EJ0691  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EJ0691  DYNAMIC HT  -          88.456 (meters)     290.21  (feet)  COMP
 EJ0691  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 EJ0691
 EJ0691  VERT ORDER  -  SECOND    CLASS 0
 EJ0691
 EJ0691.The horizontal coordinates were scaled from a topographic map and have
 EJ0691.an estimated accuracy of +/- 6 seconds.
 EJ0691
 EJ0691.The orthometric height was determined by differential leveling
 EJ0691.and adjusted by the National Geodetic Survey in June 1991..
 EJ0691
 EJ0691.The geoid height was determined by GEOID03.
 EJ0691
 EJ0691.The dynamic height is computed by dividing the NAVD 88
 EJ0691.geopotential number by the normal gravity value computed on the
 EJ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0691.degrees latitude (g = 980.6199 gals.).
 EJ0691
 EJ0691.The modeled gravity was interpolated from observed gravity values.
 EJ0691
 EJ0691;                    North         East    Units  Estimated Accuracy
 EJ0691;SPC AR S     -   565,140.      345,800.      MT  (+/- 180 meters Scaled)
 EJ0691
 EJ0691                          SUPERSEDED SURVEY CONTROL
 EJ0691
 EJ0691  NGVD 29 (??/??/92)   88.576  (m)          290.60   (f) ADJ UNCH    2 0
 EJ0691
 EJ0691.Superseded values are not recommended for survey control.
 EJ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0691.See file dsdata.txt to determine how the superseded data were derived.
 EJ0691
 EJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT379793(NAD 83)
 EJ0691_MARKER: DB = BENCH MARK DISK
 EJ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0691+STABILITY: SURFACE MOTION
 EJ0691
 EJ0691  HISTORY     - Date     Condition        Report By
 EJ0691  HISTORY     - UNK      MONUMENTED       CGS
 EJ0691  HISTORY     - 1935     GOOD             NGS
 EJ0691  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0691
 EJ0691                          STATION DESCRIPTION
 EJ0691
 EJ0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0691'1.2 MI S FROM LEOLA.
 EJ0691'1.2 MI. S. ALONG C.R.I. AND P.R.R. FROM LEOLA BRONZE TABLET SET IN
 EJ0691'CONC. POST ON BANK OF CUT AT FIRST CURVE S. OF LEOLA.  ON LINE WITH
 EJ0691'EXTENDED CENTER LINE OF R.R. FROM LEOLA.  60 FT. S. OF M.P. 24-10. 25
 EJ0691'FT. W. OF CENTER LINE OF R.R.
 EJ0691
 EJ0691                          STATION RECOVERY (1962)
 EJ0691
 EJ0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0214 ***********************************************************************
 EJ0214  DESIGNATION -  GAF
 EJ0214  PID         -  EJ0214
 EJ0214  STATE/COUNTY-  AR/LONOKE
 EJ0214  USGS QUAD   -  KEO (1987)
 EJ0214
 EJ0214                         *CURRENT SURVEY CONTROL
 EJ0214  ___________________________________________________________________
 EJ0214* NAD 83(1986)-  34 37 25.     (N)    092 01 45.     (W)     SCALED    
 EJ0214* NAVD 88     -        69.914  (meters)     229.38   (feet)  ADJUSTED  
 EJ0214  ___________________________________________________________________
 EJ0214  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 EJ0214  DYNAMIC HT  -          69.849 (meters)     229.16  (feet)  COMP
 EJ0214  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 EJ0214
 EJ0214  VERT ORDER  -  SECOND    CLASS 0
 EJ0214
 EJ0214.The horizontal coordinates were scaled from a topographic map and have
 EJ0214.an estimated accuracy of +/- 6 seconds.
 EJ0214
 EJ0214.The orthometric height was determined by differential leveling
 EJ0214.and adjusted by the National Geodetic Survey in June 1991..
 EJ0214
 EJ0214.The geoid height was determined by GEOID03.
 EJ0214
 EJ0214.The dynamic height is computed by dividing the NAVD 88
 EJ0214.geopotential number by the normal gravity value computed on the
 EJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0214.degrees latitude (g = 980.6199 gals.).
 EJ0214
 EJ0214.The modeled gravity was interpolated from observed gravity values.
 EJ0214
 EJ0214;                    North         East    Units  Estimated Accuracy
 EJ0214;SPC AR S     -   617,060.      397,330.      MT  (+/- 180 meters Scaled)
 EJ0214
 EJ0214                          SUPERSEDED SURVEY CONTROL
 EJ0214
 EJ0214  NGVD 29 (??/??/92)   69.954  (m)          229.51   (f) ADJ UNCH    2 0
 EJ0214
 EJ0214.Superseded values are not recommended for survey control.
 EJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0214.See file dsdata.txt to determine how the superseded data were derived.
 EJ0214
 EJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU889317(NAD 83)
 EJ0214_MARKER: DB = BENCH MARK DISK
 EJ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0214_STAMPING: GAF 1934
 EJ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0214+STABILITY: SURFACE MOTION
 EJ0214
 EJ0214  HISTORY     - Date     Condition        Report By
 EJ0214  HISTORY     - 1934     MONUMENTED       CGS
 EJ0214
 EJ0214                          STATION DESCRIPTION
 EJ0214
 EJ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0214'1.8 MI NW FROM KEO.
 EJ0214'1.8 MILES NORTHWEST OF, ALONG S.L.S.RY. FROM STATION ABOUT 423 FEET
 EJ0214'NORTHWEST OF M.P.266.  54 FEET NORTHWEST OF POWER POLE 302.  32.4 FEET
 EJ0214'NORTHEAST OF CENTERLINE OF ST. LOUIS SOUTHWESTERN RY.  TABLET SET IN
 EJ0214'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0215 ***********************************************************************
 EJ0215  DESIGNATION -  GAG
 EJ0215  PID         -  EJ0215
 EJ0215  STATE/COUNTY-  AR/LONOKE
 EJ0215  USGS QUAD   -  KEO (1987)
 EJ0215
 EJ0215                         *CURRENT SURVEY CONTROL
 EJ0215  ___________________________________________________________________
 EJ0215* NAD 83(1986)-  34 36 51.     (N)    092 01 13.     (W)     SCALED    
 EJ0215* NAVD 88     -        69.440  (meters)     227.82   (feet)  ADJUSTED  
 EJ0215  ___________________________________________________________________
 EJ0215  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ0215  DYNAMIC HT  -          69.375 (meters)     227.61  (feet)  COMP
 EJ0215  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 EJ0215
 EJ0215  VERT ORDER  -  SECOND    CLASS 0
 EJ0215
 EJ0215.The horizontal coordinates were scaled from a topographic map and have
 EJ0215.an estimated accuracy of +/- 6 seconds.
 EJ0215
 EJ0215.The orthometric height was determined by differential leveling
 EJ0215.and adjusted by the National Geodetic Survey in June 1991..
 EJ0215
 EJ0215.The geoid height was determined by GEOID03.
 EJ0215
 EJ0215.The dynamic height is computed by dividing the NAVD 88
 EJ0215.geopotential number by the normal gravity value computed on the
 EJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0215.degrees latitude (g = 980.6199 gals.).
 EJ0215
 EJ0215.The modeled gravity was interpolated from observed gravity values.
 EJ0215
 EJ0215;                    North         East    Units  Estimated Accuracy
 EJ0215;SPC AR S     -   616,010.      398,140.      MT  (+/- 180 meters Scaled)
 EJ0215
 EJ0215                          SUPERSEDED SURVEY CONTROL
 EJ0215
 EJ0215  NGVD 29 (??/??/92)   69.480  (m)          227.95   (f) ADJ UNCH    2 0
 EJ0215
 EJ0215.Superseded values are not recommended for survey control.
 EJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0215.See file dsdata.txt to determine how the superseded data were derived.
 EJ0215
 EJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU898306(NAD 83)
 EJ0215_MARKER: DB = BENCH MARK DISK
 EJ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0215_STAMPING: GAG 1934
 EJ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0215+STABILITY: SURFACE MOTION
 EJ0215
 EJ0215  HISTORY     - Date     Condition        Report By
 EJ0215  HISTORY     - 1934     MONUMENTED       CGS
 EJ0215
 EJ0215                          STATION DESCRIPTION
 EJ0215
 EJ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0215'1.0 MI NW FROM KEO.
 EJ0215'1.0 MILES NORTHWEST OF, ALONG S.L.S.RY. FROM STATION ABOUT 465 FEET
 EJ0215'NORTHWEST OF WOOD RAILWAY TRESTLE NO. 25.  313.5 FEET NORTHWEST OF
 EJ0215'M.P.265-5.  81 FEET SOUTH OF POWER POLE NO. 316.  32.4 FEET NORTHEAST
 EJ0215'OF CENTERLINE OF ST. LOUIS SOUTHWESTERN RY.  TABLET SET IN PRECAST
 EJ0215'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0322 ***********************************************************************
 DL0322  DESIGNATION -  GAGE
 DL0322  PID         -  DL0322
 DL0322  STATE/COUNTY-  AR/OUACHITA
 DL0322  USGS QUAD   -  CAMDEN (1985)
 DL0322
 DL0322                         *CURRENT SURVEY CONTROL
 DL0322  ___________________________________________________________________
 DL0322* NAD 83(1986)-  33 35 14.     (N)    092 49 35.     (W)     SCALED    
 DL0322* NAVD 88     -        40.797  (meters)     133.85   (feet)  ADJUSTED  
 DL0322  ___________________________________________________________________
 DL0322  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0322  DYNAMIC HT  -          40.755 (meters)     133.71  (feet)  COMP
 DL0322  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 DL0322
 DL0322  VERT ORDER  -  SECOND    CLASS 0
 DL0322
 DL0322.The horizontal coordinates were scaled from a topographic map and have
 DL0322.an estimated accuracy of +/- 6 seconds.
 DL0322
 DL0322.The orthometric height was determined by differential leveling
 DL0322.and adjusted by the National Geodetic Survey in June 1991..
 DL0322
 DL0322.The geoid height was determined by GEOID03.
 DL0322
 DL0322.The dynamic height is computed by dividing the NAVD 88
 DL0322.geopotential number by the normal gravity value computed on the
 DL0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0322.degrees latitude (g = 980.6199 gals.).
 DL0322
 DL0322.The modeled gravity was interpolated from observed gravity values.
 DL0322
 DL0322;                    North         East    Units  Estimated Accuracy
 DL0322;SPC AR S     -   502,410.      323,290.      MT  (+/- 180 meters Scaled)
 DL0322
 DL0322                          SUPERSEDED SURVEY CONTROL
 DL0322
 DL0322.No superseded survey control is available for this station.
 DL0322
 DL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT161164(NAD 83)
 DL0322_MARKER: X = CHISELED CROSS
 DL0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0322_SP_SET: SILL
 DL0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0322
 DL0322  HISTORY     - Date     Condition        Report By
 DL0322  HISTORY     - UNK      MONUMENTED       USE
 DL0322  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0322
 DL0322                          STATION DESCRIPTION
 DL0322
 DL0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0322'IN CAMDEN.
 DL0322'AT CAMDEN, OUACHITA COUNTY, ON THE NORTH SIDE OF MAIN STREET, ABOUT
 DL0322'250 FEET EAST OF THE ST LOUIS SOUTHWESTERN RAILWAY TRACK, AT A STORE
 DL0322'OWNED IN 1934 BY THE GORDON SUPPLY CO., AND ON THE GRANITE SILL AT THE
 DL0322'EAST DOOR.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0143 ***********************************************************************
 EJ0143  DESIGNATION -  GAGE
 EJ0143  PID         -  EJ0143
 EJ0143  STATE/COUNTY-  AR/PULASKI
 EJ0143  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0143
 EJ0143                         *CURRENT SURVEY CONTROL
 EJ0143  ___________________________________________________________________
 EJ0143* NAD 83(1986)-  34 45 10.     (N)    092 16 58.     (W)     SCALED    
 EJ0143* NAVD 88     -        81.738  (meters)     268.17   (feet)  ADJUSTED  
 EJ0143  ___________________________________________________________________
 EJ0143  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ0143  DYNAMIC HT  -          81.662 (meters)     267.92  (feet)  COMP
 EJ0143  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 EJ0143
 EJ0143  VERT ORDER  -  FIRST     CLASS II
 EJ0143
 EJ0143.The horizontal coordinates were scaled from a topographic map and have
 EJ0143.an estimated accuracy of +/- 6 seconds.
 EJ0143
 EJ0143.The orthometric height was determined by differential leveling
 EJ0143.and adjusted by the National Geodetic Survey in June 1991..
 EJ0143
 EJ0143.The geoid height was determined by GEOID03.
 EJ0143
 EJ0143.The dynamic height is computed by dividing the NAVD 88
 EJ0143.geopotential number by the normal gravity value computed on the
 EJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0143.degrees latitude (g = 980.6199 gals.).
 EJ0143
 EJ0143.The modeled gravity was interpolated from observed gravity values.
 EJ0143
 EJ0143;                    North         East    Units  Estimated Accuracy
 EJ0143;SPC AR S     -   631,420.      374,110.      MT  (+/- 180 meters Scaled)
 EJ0143
 EJ0143                          SUPERSEDED SURVEY CONTROL
 EJ0143
 EJ0143  NGVD 29 (??/??/92)   81.788  (m)          268.33   (f) ADJ UNCH    1 2
 EJ0143
 EJ0143.Superseded values are not recommended for survey control.
 EJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0143.See file dsdata.txt to determine how the superseded data were derived.
 EJ0143
 EJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU656458(NAD 83)
 EJ0143_MARKER: DD = SURVEY DISK
 EJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0143_STAMPING: GAGE
 EJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0143+STABILITY: SURFACE MOTION
 EJ0143
 EJ0143  HISTORY     - Date     Condition        Report By
 EJ0143  HISTORY     - UNK      MONUMENTED       USE
 EJ0143  HISTORY     - 1935     GOOD             NGS
 EJ0143  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0143
 EJ0143                          STATION DESCRIPTION
 EJ0143
 EJ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0143'IN LITTLE ROCK.
 EJ0143'ABOUT .4 MILE NORTHEAST OF MISSOURI PACIFIC R.R. STATION.  ABOUT 120
 EJ0143'FEET SOUTHWEST OF SOUTHWEST ABUTMENT OF M.P.R.R. DOUBLE TRACK BRIDGE
 EJ0143'NO. 477 OVER THE ARKANSAS RIVER.  165 FEET NORTHEAST OF CENTERLINE OF
 EJ0143'CROSS STREET BRIDGE OVER MISSOURI PACIFIC R.R. TRACKS.  93 FEET
 EJ0143'SOUTHWEST OF SIGNAL NO. 345.5.  42 FEET NORTH OF CENTERLINE OF NORTH
 EJ0143'TRACKS OF M.P.R.R. BETWEEN LITTLE ROCK AND PINE BLUF.  16 FT.
 EJ0143'SOUTHEAST OF CENTERLINE OF SOUTHEAST TRACK CROSSING ARKANSAS RIVER.
 EJ0143
 EJ0143                          STATION RECOVERY (1984)
 EJ0143
 EJ0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0143'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0690 ***********************************************************************
 EJ0690  DESIGNATION -  GAGE
 EJ0690  PID         -  EJ0690
 EJ0690  STATE/COUNTY-  AR/DALLAS
 EJ0690  USGS QUAD   -  LEOLA (1984)
 EJ0690
 EJ0690                         *CURRENT SURVEY CONTROL
 EJ0690  ___________________________________________________________________
 EJ0690* NAD 83(1986)-  34 08 12.     (N)    092 34 56.     (W)     SCALED    
 EJ0690* NAVD 88     -        98.030  (meters)     321.62   (feet)  ADJUSTED  
 EJ0690  ___________________________________________________________________
 EJ0690  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EJ0690  DYNAMIC HT  -          97.933 (meters)     321.30  (feet)  COMP
 EJ0690  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 EJ0690
 EJ0690  VERT ORDER  -  SECOND    CLASS 0
 EJ0690
 EJ0690.The horizontal coordinates were scaled from a topographic map and have
 EJ0690.an estimated accuracy of +/- 6 seconds.
 EJ0690
 EJ0690.The orthometric height was determined by differential leveling
 EJ0690.and adjusted by the National Geodetic Survey in June 1991..
 EJ0690
 EJ0690.The geoid height was determined by GEOID03.
 EJ0690
 EJ0690.The dynamic height is computed by dividing the NAVD 88
 EJ0690.geopotential number by the normal gravity value computed on the
 EJ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0690.degrees latitude (g = 980.6199 gals.).
 EJ0690
 EJ0690.The modeled gravity was interpolated from observed gravity values.
 EJ0690
 EJ0690;                    North         East    Units  Estimated Accuracy
 EJ0690;SPC AR S     -   563,190.      346,300.      MT  (+/- 180 meters Scaled)
 EJ0690
 EJ0690                          SUPERSEDED SURVEY CONTROL
 EJ0690
 EJ0690  NGVD 29 (??/??/92)   98.062  (m)          321.73   (f) ADJ UNCH    2 0
 EJ0690
 EJ0690.Superseded values are not recommended for survey control.
 EJ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0690.See file dsdata.txt to determine how the superseded data were derived.
 EJ0690
 EJ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT385773(NAD 83)
 EJ0690_MARKER: DB = BENCH MARK DISK
 EJ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0690+STABILITY: SURFACE MOTION
 EJ0690
 EJ0690  HISTORY     - Date     Condition        Report By
 EJ0690  HISTORY     - UNK      MONUMENTED       CGS
 EJ0690  HISTORY     - 1935     GOOD             NGS
 EJ0690
 EJ0690                          STATION DESCRIPTION
 EJ0690
 EJ0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0690'2.4 MI S FROM LEOLA.
 EJ0690'2.4 MI. S. ALONG C.R.I. AND P.R.R. FROM LEOLA BRONZE TABLET SET IN
 EJ0690'CONC. POST ON BANK OF SHALLOW CUT AT P.I. OF SECOND CURVE OF R.R. S.
 EJ0690'OF LEOLA.  60 FT. N.W. OF M.P. 25-18.  22 FT. W. OF CENTER LINE OF
 EJ0690'R.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1143 ***********************************************************************
 DK1143  DESIGNATION -  GAGE 91 CAP
 DK1143  PID         -  DK1143
 DK1143  STATE/COUNTY-  AR/CHICOT
 DK1143  USGS QUAD   -  READLAND (1970)
 DK1143
 DK1143                         *CURRENT SURVEY CONTROL
 DK1143  ___________________________________________________________________
 DK1143* NAD 83(1986)-  33 05 15.     (N)    091 10 55.     (W)     SCALED    
 DK1143* NAVD 88     -        35.914  (meters)     117.83   (feet)  ADJUSTED  
 DK1143  ___________________________________________________________________
 DK1143  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DK1143  DYNAMIC HT  -          35.876 (meters)     117.70  (feet)  COMP
 DK1143  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 DK1143
 DK1143  VERT ORDER  -  SECOND    CLASS 0
 DK1143
 DK1143.The horizontal coordinates were scaled from a topographic map and have
 DK1143.an estimated accuracy of +/- 6 seconds.
 DK1143
 DK1143.The orthometric height was determined by differential leveling
 DK1143.and adjusted by the National Geodetic Survey in June 1991..
 DK1143
 DK1143.The geoid height was determined by GEOID03.
 DK1143
 DK1143.The dynamic height is computed by dividing the NAVD 88
 DK1143.geopotential number by the normal gravity value computed on the
 DK1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1143.degrees latitude (g = 980.6199 gals.).
 DK1143
 DK1143.The modeled gravity was interpolated from observed gravity values.
 DK1143
 DK1143;                    North         East    Units  Estimated Accuracy
 DK1143;SPC AR S     -   446,980.      476,380.      MT  (+/- 180 meters Scaled)
 DK1143
 DK1143                          SUPERSEDED SURVEY CONTROL
 DK1143
 DK1143  NGVD 29 (??/??/??)   35.984  (m)          118.06   (f) ADJUSTED    2 0
 DK1143
 DK1143.Superseded values are not recommended for survey control.
 DK1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1143.See file dsdata.txt to determine how the superseded data were derived.
 DK1143
 DK1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS696624(NAD 83)
 DK1143_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1143_STAMPING: 1898
 DK1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1143
 DK1143  HISTORY     - Date     Condition        Report By
 DK1143  HISTORY     - 1898     MONUMENTED       DOD
 DK1143  HISTORY     - 1935     GOOD             CGS
 DK1143
 DK1143                          STATION DESCRIPTION
 DK1143
 DK1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1143'5.9 MI SE FROM EUDORA.
 DK1143'5.9 MILES SOUTHEAST OF, ALONG OLD LEVEE, FROM CITY HALL ON HILLIARD
 DK1143'PLANTATION, SOUTH SIDE OF GROUP OF A DWELLINGS.  ABOUT .5 MILE
 DK1143'SOUTHEAST OF TANK FARM.  186 FEET WEST OF TOP OF EAST LEVEE.  51.4
 DK1143'FEET WEST OF SECOND FENCE WEST OF LEVEE.  21.7 FEET SOUTHEAST OF
 DK1143'SINGLE PECAN TREE 6 FT. IN DIAMETER AT BASE WITH TRIANGULAR BLAZE 5
 DK1143'FT. ABOVE GROUND, ON EAST SIDE OF TREE.  .6 FT. SOUTH OF EAST-WEST
 DK1143'FENCE.  IRON PIPE WITH BRONZE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0264 ***********************************************************************
 EJ0264  DESIGNATION -  GAGE SS
 EJ0264  PID         -  EJ0264
 EJ0264  STATE/COUNTY-  AR/PULASKI
 EJ0264  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0264
 EJ0264                         *CURRENT SURVEY CONTROL
 EJ0264  ___________________________________________________________________
 EJ0264* NAD 83(1986)-  34 44 58.     (N)    092 16 10.     (W)     SCALED    
 EJ0264* NAVD 88     -        75.976  (meters)     249.26   (feet)  ADJUSTED  
 EJ0264  ___________________________________________________________________
 EJ0264  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0264  DYNAMIC HT  -          75.906 (meters)     249.03  (feet)  COMP
 EJ0264  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 EJ0264
 EJ0264  VERT ORDER  -  FIRST     CLASS II
 EJ0264
 EJ0264.The horizontal coordinates were scaled from a topographic map and have
 EJ0264.an estimated accuracy of +/- 6 seconds.
 EJ0264
 EJ0264.The orthometric height was determined by differential leveling
 EJ0264.and adjusted by the National Geodetic Survey in June 1991..
 EJ0264
 EJ0264.The geoid height was determined by GEOID03.
 EJ0264
 EJ0264.The dynamic height is computed by dividing the NAVD 88
 EJ0264.geopotential number by the normal gravity value computed on the
 EJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0264.degrees latitude (g = 980.6199 gals.).
 EJ0264
 EJ0264.The modeled gravity was interpolated from observed gravity values.
 EJ0264
 EJ0264;                    North         East    Units  Estimated Accuracy
 EJ0264;SPC AR S     -   631,050.      375,330.      MT  (+/- 180 meters Scaled)
 EJ0264
 EJ0264                          SUPERSEDED SURVEY CONTROL
 EJ0264
 EJ0264  NGVD 29 (??/??/92)   76.022  (m)          249.42   (f) ADJ UNCH    1 2
 EJ0264
 EJ0264.Superseded values are not recommended for survey control.
 EJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0264.See file dsdata.txt to determine how the superseded data were derived.
 EJ0264
 EJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU668455(NAD 83)
 EJ0264_MARKER: Z = SEE DESCRIPTION
 EJ0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0264_SP_SET: ROD
 EJ0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0264
 EJ0264  HISTORY     - Date     Condition        Report By
 EJ0264  HISTORY     - UNK      MONUMENTED       DOD
 EJ0264  HISTORY     - 1955     GOOD             NGS
 EJ0264  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0264  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0264  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0264
 EJ0264                          STATION DESCRIPTION
 EJ0264
 EJ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0264'IN LITTLE ROCK.
 EJ0264'AT LITTLE ROCK, PULASKI COUNTY, 30 YARDS EAST OF THE SOUTH END OF THE
 EJ0264'MISSOURI PACIFIC RAILROAD PACIFIC RAILROAD SINGLE-TRACK BRIDGE OVER
 EJ0264'THE ARKANSAS RIVER, AND IN THE LITTLE ROCK.  THE HIGHEST POINT OF A
 EJ0264'2-INCH ROD, SLOPING TO THE NORTH AT AN ANGLE OF ABOUT 30 DEGREES FROM
 EJ0264'VERTICAL AND PROJECTING 1.5 FEET ABOVE THE TOP OF THE ROCK.
 EJ0264
 EJ0264                          STATION RECOVERY (1984)
 EJ0264
 EJ0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0264'NOT RECOVERED THIS DATE, ROD GONE.
 EJ0264
 EJ0264                          STATION RECOVERY (1989)
 EJ0264
 EJ0264'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0264'MARK NOT FOUND.
 EJ0264
 EJ0264                          STATION RECOVERY (1990)
 EJ0264
 EJ0264'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0272 ***********************************************************************
 FG0272  DESIGNATION -  GAGING STATION
 FG0272  PID         -  FG0272
 FG0272  STATE/COUNTY-  AR/FAULKNER
 FG0272  USGS QUAD   -  DAMASCUS (1994)
 FG0272
 FG0272                         *CURRENT SURVEY CONTROL
 FG0272  ___________________________________________________________________
 FG0272* NAD 83(1986)-  35 17 56.     (N)    092 24 12.     (W)     SCALED    
 FG0272* NAVD 88     -       129.914  (meters)     426.23   (feet)  ADJUSTED  
 FG0272  ___________________________________________________________________
 FG0272  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0272  DYNAMIC HT  -         129.793 (meters)     425.83  (feet)  COMP
 FG0272  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 FG0272
 FG0272  VERT ORDER  -  SECOND    CLASS 0
 FG0272
 FG0272.The horizontal coordinates were scaled from a topographic map and have
 FG0272.an estimated accuracy of +/- 6 seconds.
 FG0272
 FG0272.The orthometric height was determined by differential leveling
 FG0272.and adjusted by the National Geodetic Survey in June 1991..
 FG0272
 FG0272.The geoid height was determined by GEOID03.
 FG0272
 FG0272.The dynamic height is computed by dividing the NAVD 88
 FG0272.geopotential number by the normal gravity value computed on the
 FG0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0272.degrees latitude (g = 980.6199 gals.).
 FG0272
 FG0272.The modeled gravity was interpolated from observed gravity values.
 FG0272
 FG0272;                    North         East    Units  Estimated Accuracy
 FG0272;SPC AR N     -   107,200.      363,320.      MT  (+/- 180 meters Scaled)
 FG0272
 FG0272                          SUPERSEDED SURVEY CONTROL
 FG0272
 FG0272  NGVD 29 (??/??/92)  129.906  (m)          426.20   (f) ADJ UNCH    2 0
 FG0272
 FG0272.Superseded values are not recommended for survey control.
 FG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0272.See file dsdata.txt to determine how the superseded data were derived.
 FG0272
 FG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV542063(NAD 83)
 FG0272_MARKER: DB = BENCH MARK DISK
 FG0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0272_SP_SET: CULVERT
 FG0272_STAMPING: GAGING STATION
 FG0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0272
 FG0272  HISTORY     - Date     Condition        Report By
 FG0272  HISTORY     - UNK      MONUMENTED       CGS
 FG0272  HISTORY     - 1962     GOOD             NGS
 FG0272
 FG0272                          STATION DESCRIPTION
 FG0272
 FG0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0272'4.8 MI N FROM GREENBRIER.
 FG0272'4.8 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0272'GREENBRIER, 191.6 FEET SOUTHWEST OF THE NORTHWEST END OF A CONCRETE
 FG0272'BRIDGE OVER NORTH CADRON CREEK, 15 FEET WEST OF THE CENTERLINE OF THE
 FG0272'HIGHWAY, 1.5 FEET WEST OF THE EAST EDGE OF THE CURBING, SET IN A DRILL
 FG0272'HOLE IN THE EAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1222 ***********************************************************************
 FH1222  DESIGNATION -  GAGING STATION
 FH1222  PID         -  FH1222
 FH1222  STATE/COUNTY-  AR/CRAWFORD
 FH1222  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1222
 FH1222                         *CURRENT SURVEY CONTROL
 FH1222  ___________________________________________________________________
 FH1222* NAD 83(1986)-  35 39 42.     (N)    094 09 06.     (W)     SCALED    
 FH1222* NAVD 88     -       258.355  (meters)     847.62   (feet)  ADJUSTED  
 FH1222  ___________________________________________________________________
 FH1222  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FH1222  DYNAMIC HT  -         258.112 (meters)     846.82  (feet)  COMP
 FH1222  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 FH1222
 FH1222  VERT ORDER  -  FIRST     CLASS II
 FH1222
 FH1222.The horizontal coordinates were scaled from a topographic map and have
 FH1222.an estimated accuracy of +/- 6 seconds.
 FH1222
 FH1222.The orthometric height was determined by differential leveling
 FH1222.and adjusted by the National Geodetic Survey in June 1991..
 FH1222
 FH1222.The geoid height was determined by GEOID03.
 FH1222
 FH1222.The dynamic height is computed by dividing the NAVD 88
 FH1222.geopotential number by the normal gravity value computed on the
 FH1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1222.degrees latitude (g = 980.6199 gals.).
 FH1222
 FH1222.The modeled gravity was interpolated from observed gravity values.
 FH1222
 FH1222;                    North         East    Units  Estimated Accuracy
 FH1222;SPC AR N     -   149,500.      205,200.      MT  (+/- 180 meters Scaled)
 FH1222
 FH1222                          SUPERSEDED SURVEY CONTROL
 FH1222
 FH1222  NGVD 29 (10/05/93)  258.217  (m)          847.17   (f) ADJUSTED    1 2
 FH1222
 FH1222.Superseded values are not recommended for survey control.
 FH1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1222.See file dsdata.txt to determine how the superseded data were derived.
 FH1222
 FH1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV957470(NAD 83)
 FH1222_MARKER: DR = REFERENCE MARK DISK
 FH1222_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH1222_SP_SET: ABUTMENT
 FH1222_MARK LOGO: USGS  
 FH1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1222+STABILITY: POSITION/ELEVATION WELL
 FH1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1222+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1989
 FH1222
 FH1222  HISTORY     - Date     Condition        Report By
 FH1222  HISTORY     - UNK      MONUMENTED       USGS
 FH1222  HISTORY     - 19891113 GOOD             NGS
 FH1222
 FH1222                          STATION DESCRIPTION
 FH1222
 FH1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1222'0.6 KM (0.35 MI) NORTHWESTERLY ALONG A PAVED ROAD FROM THE FORT SMITH
 FH1222'STATE PARK HEADQUARTERS IN MOUNTAINBURG, IN THE SOUTHEAST CONCRETE
 FH1222'ABUTMENT OF A BRIDGE SPANNING THE SOUTH ARM OF LAKE FORT SMITH, 5.3 M
 FH1222'(17.4 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 1.1 M (3.6 FT)
 FH1222'SOUTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST BRIDGE RAIL, AND
 FH1222'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1068 ***********************************************************************
 DK1068  DESIGNATION -  GAINES BOLT
 DK1068  PID         -  DK1068
 DK1068  STATE/COUNTY-  AR/CHICOT
 DK1068  USGS QUAD   -  LUNA (1970)
 DK1068
 DK1068                         *CURRENT SURVEY CONTROL
 DK1068  ___________________________________________________________________
 DK1068* NAD 83(1986)-  33 28 05.     (N)    091 14 40.     (W)     SCALED    
 DK1068* NAVD 88     -        40.21   (+/-2cm)     131.9    (feet)  VERTCON   
 DK1068  ___________________________________________________________________
 DK1068  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK1068
 DK1068  VERT ORDER  -  ? (See Below)
 DK1068
 DK1068.The horizontal coordinates were scaled from a topographic map and have
 DK1068.an estimated accuracy of +/- 6 seconds.
 DK1068
 DK1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1068.The vertical order pertains to the NGVD 29 superseded value.
 DK1068
 DK1068.The geoid height was determined by GEOID03.
 DK1068
 DK1068;                    North         East    Units  Estimated Accuracy
 DK1068;SPC AR S     -   489,140.      470,230.      MT  (+/- 180 meters Scaled)
 DK1068
 DK1068                          SUPERSEDED SURVEY CONTROL
 DK1068
 DK1068  NGVD 29 (??/??/??)   40.294  (m)          132.20   (f) ADJUSTED    ?  
 DK1068
 DK1068.Superseded values are not recommended for survey control.
 DK1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1068.See file dsdata.txt to determine how the superseded data were derived.
 DK1068
 DK1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT631045(NAD 83)
 DK1068_MARKER: B = BOLT
 DK1068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1068
 DK1068  HISTORY     - Date     Condition        Report By
 DK1068  HISTORY     - UNK      MONUMENTED       DOD
 DK1068  HISTORY     - 1934     GOOD             CGS
 DK1068
 DK1068                          STATION DESCRIPTION
 DK1068
 DK1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1068'IN GAINES LANDING.
 DK1068'IN CHICOT COUNTY, BACK OF GAINES LANDING, ABOUT 2,000 FEET SOUTHEAST
 DK1068'OF THE POST OFFICE, BETWEEN THE OLD AND NEW LEVEES, ABOUT 750 FEET
 DK1068'BELOW A CUT IN THE UPPER END OF THE OLD LEVEE, ABOUT 525 FEET IN FRONT
 DK1068'OF THE CROWN OF THE NEW LEVEE, AND 197 FEET BACK OF THE BASE OF THE
 DK1068'OLD LEVEE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 DK1068'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 DK1068'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1069 ***********************************************************************
 DK1069  DESIGNATION -  GAINES CAP
 DK1069  PID         -  DK1069
 DK1069  STATE/COUNTY-  AR/CHICOT
 DK1069  USGS QUAD   -  LUNA (1970)
 DK1069
 DK1069                         *CURRENT SURVEY CONTROL
 DK1069  ___________________________________________________________________
 DK1069* NAD 83(1986)-  33 28 05.     (N)    091 14 40.     (W)     SCALED    
 DK1069* NAVD 88     -        41.42   (+/-2cm)     135.9    (feet)  VERTCON   
 DK1069  ___________________________________________________________________
 DK1069  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK1069
 DK1069  VERT ORDER  -  ? (See Below)
 DK1069
 DK1069.The horizontal coordinates were scaled from a topographic map and have
 DK1069.an estimated accuracy of +/- 6 seconds.
 DK1069
 DK1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1069.The vertical order pertains to the NGVD 29 superseded value.
 DK1069
 DK1069.The geoid height was determined by GEOID03.
 DK1069
 DK1069;                    North         East    Units  Estimated Accuracy
 DK1069;SPC AR S     -   489,140.      470,230.      MT  (+/- 180 meters Scaled)
 DK1069
 DK1069                          SUPERSEDED SURVEY CONTROL
 DK1069
 DK1069  NGVD 29 (??/??/??)   41.508  (m)          136.18   (f) ADJUSTED    ?  
 DK1069
 DK1069.Superseded values are not recommended for survey control.
 DK1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1069.See file dsdata.txt to determine how the superseded data were derived.
 DK1069
 DK1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT631045(NAD 83)
 DK1069_MARKER: Z = SEE DESCRIPTION
 DK1069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1069
 DK1069  HISTORY     - Date     Condition        Report By
 DK1069  HISTORY     - UNK      MONUMENTED       DOD
 DK1069  HISTORY     - 1934     GOOD             CGS
 DK1069
 DK1069                          STATION DESCRIPTION
 DK1069
 DK1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1069'IN GAINES LANDING.
 DK1069'P.B.M. IS A TILE AND PIPE BENCH LOCATED ON RIGHT BANK OF MISS. RIVER,
 DK1069'BACK OF GAINES LDG., CHICOT CO., ARK., ABOUT 2000 FT. SOUTHEAST OF
 DK1069'POST OFFICE AT GAINES LDG., BETWEEN OLD AND NEW LEVEE, 525 FT. IN
 DK1069'FRONT OF CROWN OF NEW LEVEE, 197 FT. BACK OF BASE OF OLD LEVEE, 750
 DK1069'FEET BELOW UPPER END WHERE IT HAS BEEN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0216 ***********************************************************************
 EJ0216  DESIGNATION -  GAK
 EJ0216  PID         -  EJ0216
 EJ0216  STATE/COUNTY-  AR/LONOKE
 EJ0216  USGS QUAD   -  KEO (1987)
 EJ0216
 EJ0216                         *CURRENT SURVEY CONTROL
 EJ0216  ___________________________________________________________________
 EJ0216* NAD 83(1986)-  34 36 08.     (N)    092 00 34.     (W)     SCALED    
 EJ0216* NAVD 88     -        71.142  (meters)     233.41   (feet)  ADJUSTED  
 EJ0216  ___________________________________________________________________
 EJ0216  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ0216  DYNAMIC HT  -          71.075 (meters)     233.19  (feet)  COMP
 EJ0216  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 EJ0216
 EJ0216  VERT ORDER  -  SECOND    CLASS 0
 EJ0216
 EJ0216.The horizontal coordinates were scaled from a topographic map and have
 EJ0216.an estimated accuracy of +/- 6 seconds.
 EJ0216
 EJ0216.The orthometric height was determined by differential leveling
 EJ0216.and adjusted by the National Geodetic Survey in June 1991..
 EJ0216
 EJ0216.The geoid height was determined by GEOID03.
 EJ0216
 EJ0216.The dynamic height is computed by dividing the NAVD 88
 EJ0216.geopotential number by the normal gravity value computed on the
 EJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0216.degrees latitude (g = 980.6199 gals.).
 EJ0216
 EJ0216.The modeled gravity was interpolated from observed gravity values.
 EJ0216
 EJ0216;                    North         East    Units  Estimated Accuracy
 EJ0216;SPC AR S     -   614,680.      399,130.      MT  (+/- 180 meters Scaled)
 EJ0216
 EJ0216                          SUPERSEDED SURVEY CONTROL
 EJ0216
 EJ0216  NGVD 29 (??/??/92)   71.182  (m)          233.54   (f) ADJ UNCH    2 0
 EJ0216
 EJ0216.Superseded values are not recommended for survey control.
 EJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0216.See file dsdata.txt to determine how the superseded data were derived.
 EJ0216
 EJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU908293(NAD 83)
 EJ0216_MARKER: DB = BENCH MARK DISK
 EJ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0216_STAMPING: GAK 1934
 EJ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0216+STABILITY: SURFACE MOTION
 EJ0216
 EJ0216  HISTORY     - Date     Condition        Report By
 EJ0216  HISTORY     - 1934     MONUMENTED       CGS
 EJ0216
 EJ0216                          STATION DESCRIPTION
 EJ0216
 EJ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0216'IN KEO.
 EJ0216'IN THE TOWN OF, AT RY. STATION 460 FEET NORTHWEST OF M.P.264-5.  68
 EJ0216'FEET SOUTHEAST OF SOUTHEAST END OF ST. LOUIS-SOUTHWESTERN RY. STATION.
 EJ0216'18.4 FEET SOUTHWEST OF CENTERLINE OF MAIN LINE TRACK OF S.L. AND SW.
 EJ0216'RY.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2392 ***********************************************************************
 EH2392  DESIGNATION -  GAL
 EH2392  PID         -  EH2392
 EH2392  STATE/COUNTY-  AR/LONOKE
 EH2392  USGS QUAD   -  ENGLAND (1982)
 EH2392
 EH2392                         *CURRENT SURVEY CONTROL
 EH2392  ___________________________________________________________________
 EH2392* NAD 83(1986)-  34 35 23.     (N)    091 59 54.     (W)     SCALED    
 EH2392* NAVD 88     -        70.777  (meters)     232.21   (feet)  ADJUSTED  
 EH2392  ___________________________________________________________________
 EH2392  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EH2392  DYNAMIC HT  -          70.711 (meters)     231.99  (feet)  COMP
 EH2392  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 EH2392
 EH2392  VERT ORDER  -  SECOND    CLASS 0
 EH2392
 EH2392.The horizontal coordinates were scaled from a topographic map and have
 EH2392.an estimated accuracy of +/- 6 seconds.
 EH2392
 EH2392.The orthometric height was determined by differential leveling
 EH2392.and adjusted by the National Geodetic Survey in June 1991..
 EH2392
 EH2392.The geoid height was determined by GEOID03.
 EH2392
 EH2392.The dynamic height is computed by dividing the NAVD 88
 EH2392.geopotential number by the normal gravity value computed on the
 EH2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2392.degrees latitude (g = 980.6199 gals.).
 EH2392
 EH2392.The modeled gravity was interpolated from observed gravity values.
 EH2392
 EH2392;                    North         East    Units  Estimated Accuracy
 EH2392;SPC AR S     -   613,300.      400,150.      MT  (+/- 180 meters Scaled)
 EH2392
 EH2392                          SUPERSEDED SURVEY CONTROL
 EH2392
 EH2392  NGVD 29 (??/??/??)   70.817  (m)          232.34   (f) ADJUSTED    2 0
 EH2392
 EH2392.Superseded values are not recommended for survey control.
 EH2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2392.See file dsdata.txt to determine how the superseded data were derived.
 EH2392
 EH2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU918280(NAD 83)
 EH2392_MARKER: DB = BENCH MARK DISK
 EH2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2392_STAMPING: GAL 1934
 EH2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2392+STABILITY: SURFACE MOTION
 EH2392
 EH2392  HISTORY     - Date     Condition        Report By
 EH2392  HISTORY     - 1934     MONUMENTED       ARGS
 EH2392  HISTORY     - 1938     GOOD             ARGS
 EH2392  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2392
 EH2392                          STATION DESCRIPTION
 EH2392
 EH2392'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1938
 EH2392'1 MI E FROM KEO.
 EH2392'ABOUT 5625 FEET EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EH2392'STATION.  AT THE NW 1/4 CT NE 74 SECTION 32, T. 1 S., R. 9 W. 70 FEET
 EH2392'NORTHWEST OF POLE 278-16 90 FEET WEST OF THE CENTER OF STATE HIGHWAY
 EH2392'30 12 FEET SOUTHWEST OF A POINT 107 FEET NORTHWEST OF THE HIGHWAY
 EH2392'CROSSING.  A U.S.C. AND G.S. AND S.S. STANDARD DISK, STAMPED GAL 1934
 EH2392'AND SET IN THE TOP OF A CONCRETE POST.
 EH2392
 EH2392                          STATION RECOVERY (1976)
 EH2392
 EH2392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0084 ***********************************************************************
 EJ0084  DESIGNATION -  GALLOWAY
 EJ0084  PID         -  EJ0084
 EJ0084  STATE/COUNTY-  AR/PULASKI
 EJ0084  USGS QUAD   -  MC ALMONT (1986)
 EJ0084
 EJ0084                         *CURRENT SURVEY CONTROL
 EJ0084  ___________________________________________________________________
 EJ0084* NAD 83(1997)-  34 46 43.86945(N)    092 08 08.89006(W)     ADJUSTED  
 EJ0084* NAVD 88     -        77.063  (meters)     252.83   (feet)  ADJUSTED  
 EJ0084  ___________________________________________________________________
 EJ0084  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EJ0084  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0084  DYNAMIC HT  -          76.992 (meters)     252.60  (feet)  COMP
 EJ0084  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 EJ0084
 EJ0084  HORZ ORDER  -  FIRST
 EJ0084  VERT ORDER  -  FIRST     CLASS II
 EJ0084
 EJ0084.The horizontal coordinates were established by classical geodetic methods
 EJ0084.and adjusted by the National Geodetic Survey in September 1999..
 EJ0084
 EJ0084.The orthometric height was determined by differential leveling
 EJ0084.and adjusted by the National Geodetic Survey in June 1991..
 EJ0084
 EJ0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0084
 EJ0084.The geoid height was determined by GEOID03.
 EJ0084
 EJ0084.The dynamic height is computed by dividing the NAVD 88
 EJ0084.geopotential number by the normal gravity value computed on the
 EJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0084.degrees latitude (g = 980.6199 gals.).
 EJ0084
 EJ0084.The modeled gravity was interpolated from observed gravity values.
 EJ0084
 EJ0084;                    North         East     Units Scale Factor Converg.
 EJ0084;SPC AR S     -   634,284.000   387,569.520   MT  1.00000274   -0 04 33.6
 EJ0084;SPC AR S     - 2,080,980.09  1,271,551.00   sFT  1.00000274   -0 04 33.6
 EJ0084;UTM  15      - 3,848,859.274   579,072.060   MT  0.99967706   +0 29 34.7
 EJ0084
 EJ0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0084!SPC AR S     -   0.99999209  x   1.00000274  =   0.99999483
 EJ0084!UTM  15      -   0.99999209  x   0.99967706  =   0.99966915
 EJ0084
 EJ0084:                Primary Azimuth Mark                     Grid Az
 EJ0084:SPC AR S     -  KERR                                     082 04 40.6
 EJ0084:UTM  15      -  KERR                                     081 30 32.3
 EJ0084
 EJ0084|---------------------------------------------------------------------|
 EJ0084| PID    Reference Object                     Distance      Geod. Az  |
 EJ0084|                                                           dddmmss.s |
 EJ0084| EJ1600 KERR                                APPROX. 5.6 KM 0820007.0 |
 EJ0084|---------------------------------------------------------------------|
 EJ0084
 EJ0084                          SUPERSEDED SURVEY CONTROL
 EJ0084
 EJ0084  NAD 83(1986)-  34 46 43.87810(N)    092 08 08.87963(W) AD(       ) 1
 EJ0084  NAD 27      -  34 46 43.55100(N)    092 08 08.35600(W) AD(       ) 1
 EJ0084  NGVD 29 (??/??/92)   77.099  (m)          252.95   (f) ADJ UNCH    1 2
 EJ0084
 EJ0084.Superseded values are not recommended for survey control.
 EJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0084.See file dsdata.txt to determine how the superseded data were derived.
 EJ0084
 EJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7907248859(NAD 83)
 EJ0084_MARKER: DS = TRIANGULATION STATION DISK
 EJ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0084_STAMPING: GALLOWAY 1916 1920
 EJ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0084+STABILITY: SURFACE MOTION
 EJ0084
 EJ0084  HISTORY     - Date     Condition        Report By
 EJ0084  HISTORY     - 1916     MONUMENTED       CGS
 EJ0084  HISTORY     - 1935     GOOD             CGS
 EJ0084  HISTORY     - 1940     GOOD             CGS
 EJ0084  HISTORY     - 1955     GOOD             CGS
 EJ0084  HISTORY     - 1956     GOOD             CGS
 EJ0084  HISTORY     - 1967     GOOD             NGS
 EJ0084  HISTORY     - 1985     MARK NOT FOUND   USGS
 EJ0084  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0084  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0084
 EJ0084                          STATION DESCRIPTION
 EJ0084
 EJ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EJ0084'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0084'RAILWAY, 45 PACES W OF TWELFTH TELEGRAPH POLE W OF GALLOWAY
 EJ0084'RAILWAY STATION AND N OF TRACK, 3.92 METERS (12.9 FEET) N OF N
 EJ0084'RAIL, AND ABOUT 200 METERS (656 FEET) E OF SWITCH STAND AT W
 EJ0084'END OF PASSING TRACK.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 EJ0084'STATION DISKS IN CONCRETE AS DESCRIBED.
 EJ0084'IN 1920 MARK WAS STAMPED WITH NAME AND DATES 1916-1920.
 EJ0084'ELEVATION OF STATION IS 76.993 METERS (252.601 FEET).
 EJ0084
 EJ0084                          STATION RECOVERY (1935)
 EJ0084
 EJ0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EJ0084'STATION RECOVERED, AS DESCRIBED IN GOOD CONDITION, 45 PACES
 EJ0084'W OF TWELFTH TELEGRAPH POLE W OF GALLOWAY RAILROAD STATION.
 EJ0084'ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 EJ0084'3.92 METERS (12.9 FEET) N OF N RAIL, ABOUT 200 METERS (656 FEET) E
 EJ0084'OF SWITCH STAND AT W END OF PASSING TRACK, 104 FEET SW OF
 EJ0084'THIRTY-FIRST TELEGRAPH POLE W OF MILE POST NO.124, 64.34 FEET
 EJ0084'SE OF THIRTY-SECOND TELEGRAPH POLE W OF MILEPOST NO.124.  NO
 EJ0084'REFERENCE MARKS SET IN 1916.
 EJ0084'
 EJ0084'REFERENCE MARKS ARE STANDARD DISKS EACH SET IN A 14- BY 14- BY
 EJ0084'30-INCH CONCRETE MONUMENT AS DESCRIBED.
 EJ0084'
 EJ0084'REFERENCE MARK NO.1 1935 IS 4 FEET S OF N FENCE LINE AND 12 FEET
 EJ0084'NE OF THE THIRTY-SECOND TELEGRAPH POLE W OF MILEPOST NO.124.
 EJ0084'DISTANCE FROM STATION, IS 17.04 METERS (55.90 FEET),
 EJ0084'N 64 DEG 29 MIN 16.4 SEC W.
 EJ0084'
 EJ0084'REFERENCE MARK NO. 2 1935 IS 3 FEET S OF N FENCE, 65.22 FEET
 EJ0084'W OF THIRTY-FIRST TELEGRAPH POLE W OF MILEPOST NO.124.  DISTANCE
 EJ0084'FROM STATION IS 14.425 METERS (47.34 FEET), N 40 DEG
 EJ0084'03 MIN 33.6 SEC E.  DISTANCE REFERENCE MARK NO. 2 TO REFERENCE
 EJ0084'MARK NO. 1 IS 24.925 METERS (81.77 FEET), S 81 DEG 25 MIN 30 SEC W.
 EJ0084'
 EJ0084'THIS IS A TRAVERSE STATION.
 EJ0084
 EJ0084                          STATION RECOVERY (1940)
 EJ0084
 EJ0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ0084'TRAVERSE STATION GALLOWAY RECOVERED AND FOUND TO BE IN GOOD
 EJ0084'CONDITION.  IT IS 45 PACES W OF THE TWELFTH TELEPHONE POLE W
 EJ0084'OF GALLOWAY RAILROAD STATION.  ON THE RIGHT-OF-WAY OF THE
 EJ0084'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY 3.92 METERS (12.9 FEET)
 EJ0084'N OF N RAIL, ABOUT 200 METERS (656 FEET) E OF SWITCH STAND AT W
 EJ0084'END OF PASSING TRACK, 104 FEET SW OF THIRTY-FIRST TELEGRAPH POLE
 EJ0084'W OF MILEPOST NO.124, 64.34 FEET SE OF THIRTY-SECOND TELEGRAPH
 EJ0084'POLE W OF MILE POST NO.124.
 EJ0084'
 EJ0084'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS, SET IN
 EJ0084'CONCRETE AS DESCRIBED.
 EJ0084'
 EJ0084'TRIANGULATION STATION GALLOWAY 2, 1940 WAS SET 11.540 FEET N
 EJ0084'OF TRAVERSE STATION GALLOWAY 1916-1920.
 EJ0084'
 EJ0084'NO REFERENCE MARKS RECOVERED.
 EJ0084
 EJ0084                          STATION RECOVERY (1955)
 EJ0084
 EJ0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 EJ0084'RECOVERED AS DESCRIBED.
 EJ0084'
 EJ0084'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 EJ0084'
 EJ0084'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 EJ0084
 EJ0084                          STATION RECOVERY (1956)
 EJ0084
 EJ0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CWE)
 EJ0084'STATION RECOVERED AS DESCRIBED.
 EJ0084'
 EJ0084'NO ATTEMPT WAS MADE TO RECOVER THE REFERENCE MARKS.
 EJ0084
 EJ0084                          STATION RECOVERY (1967)
 EJ0084
 EJ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EJ0084'6.9 MI E FROM NORTH LITTLE ROCK.
 EJ0084'IT IS 6.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0084'RAILROAD FROM THE STATION IN NORTH LITTLE ROCK, 33 FEET SOUTH OF A
 EJ0084'FENCE, 5 FEET SOUTH OF A METAL WITNESS POST, 13 FEET NORTH OF THE
 EJ0084'NORTH RAIL OF THE MAIN TRACK, 11.5 SOUTH OF TRIANGULATION STATION
 EJ0084'GALLOWAY 2 1940 AND SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH
 EJ0084'WITH THE GROUND SURFACE.
 EJ0084
 EJ0084                          STATION RECOVERY (1985)
 EJ0084
 EJ0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0084'MARK NOT FOUND.
 EJ0084
 EJ0084                          STATION RECOVERY (1989)
 EJ0084
 EJ0084'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0084'MARK NOT FOUND.
 EJ0084
 EJ0084                          STATION RECOVERY (1990)
 EJ0084
 EJ0084'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0083 ***********************************************************************
 EJ0083  DESIGNATION -  GALLOWAY 2
 EJ0083  PID         -  EJ0083
 EJ0083  STATE/COUNTY-  AR/PULASKI
 EJ0083  USGS QUAD   -  MC ALMONT (1986)
 EJ0083
 EJ0083                         *CURRENT SURVEY CONTROL
 EJ0083  ___________________________________________________________________
 EJ0083* NAD 83(1997)-  34 46 43.98346(N)    092 08 08.90022(W)     ADJUSTED  
 EJ0083* NAVD 88     -        77.142  (meters)     253.09   (feet)  ADJUSTED  
 EJ0083  ___________________________________________________________________
 EJ0083  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EJ0083  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0083  DYNAMIC HT  -          77.071 (meters)     252.86  (feet)  COMP
 EJ0083  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 EJ0083
 EJ0083  HORZ ORDER  -  FIRST
 EJ0083  VERT ORDER  -  FIRST     CLASS II
 EJ0083
 EJ0083.The horizontal coordinates were established by classical geodetic methods
 EJ0083.and adjusted by the National Geodetic Survey in September 1999..
 EJ0083
 EJ0083.The orthometric height was determined by differential leveling
 EJ0083.and adjusted by the National Geodetic Survey in June 1991..
 EJ0083
 EJ0083.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0083
 EJ0083.The geoid height was determined by GEOID03.
 EJ0083
 EJ0083.The dynamic height is computed by dividing the NAVD 88
 EJ0083.geopotential number by the normal gravity value computed on the
 EJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0083.degrees latitude (g = 980.6199 gals.).
 EJ0083
 EJ0083.The modeled gravity was interpolated from observed gravity values.
 EJ0083
 EJ0083;                    North         East     Units Scale Factor Converg.
 EJ0083;SPC AR S     -   634,287.513   387,569.266   MT  1.00000275   -0 04 33.6
 EJ0083;SPC AR S     - 2,080,991.62  1,271,550.17   sFT  1.00000275   -0 04 33.6
 EJ0083;UTM  15      - 3,848,862.784   579,071.771   MT  0.99967706   +0 29 34.7
 EJ0083
 EJ0083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0083!SPC AR S     -   0.99999208  x   1.00000275  =   0.99999483
 EJ0083!UTM  15      -   0.99999208  x   0.99967706  =   0.99966914
 EJ0083
 EJ0083:                Primary Azimuth Mark                     Grid Az
 EJ0083:SPC AR S     -  GALLOWAY 2 AZ MK                         068 59 13.4
 EJ0083:UTM  15      -  GALLOWAY 2 AZ MK                         068 25 05.1
 EJ0083
 EJ0083|---------------------------------------------------------------------|
 EJ0083| PID    Reference Object                     Distance      Geod. Az  |
 EJ0083|                                                           dddmmss.s |
 EJ0083| CY6079 GALLOWAY 2 AZ MK                                   0685439.8 |
 EJ0083| EJ0087 GALLOWAY 2 RM 1                      44.940 METERS 10909     |
 EJ0083| EJ0084 GALLOWAY                              3.523 METERS 17548     |
 EJ0083| EJ0082 GALLOWAY 2 RM 2                      57.845 METERS 26825     |
 EJ0083|---------------------------------------------------------------------|
 EJ0083
 EJ0083                          SUPERSEDED SURVEY CONTROL
 EJ0083
 EJ0083  NAD 83(1986)-  34 46 43.99205(N)    092 08 08.88979(W) AD(       ) 1
 EJ0083  NAD 27      -  34 46 43.66500(N)    092 08 08.36600(W) AD(       ) 1
 EJ0083  NGVD 29 (??/??/92)   77.178  (m)          253.21   (f) ADJ UNCH    1 2
 EJ0083
 EJ0083.Superseded values are not recommended for survey control.
 EJ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0083.See file dsdata.txt to determine how the superseded data were derived.
 EJ0083
 EJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7907248863(NAD 83)
 EJ0083_MARKER: DS = TRIANGULATION STATION DISK
 EJ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0083_STAMPING: GALLOWAY 2 1940
 EJ0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0083
 EJ0083  HISTORY     - Date     Condition        Report By
 EJ0083  HISTORY     - 1940     MONUMENTED       CGS
 EJ0083  HISTORY     - 1955     GOOD             CGS
 EJ0083  HISTORY     - 1956     GOOD             CGS
 EJ0083  HISTORY     - 1967     GOOD             CGS
 EJ0083  HISTORY     - 1967     GOOD             NGS
 EJ0083  HISTORY     - 1978     GOOD             NGS
 EJ0083  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0083  HISTORY     - 1985     MARK NOT FOUND   USGS
 EJ0083  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0083  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0083
 EJ0083                          STATION DESCRIPTION
 EJ0083
 EJ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ0083'STATION IS LOCATED IN PULASKI COUNTY, ABOUT 8 MILES ENE OF LITTLE
 EJ0083'ROCK, ABOUT 0.4 MILE W OF GALLOWAY AND ON THE RIGHT-OF-WAY OF THE
 EJ0083'CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.  IT IS 21 FEET N OF THE
 EJ0083'N RAIL AND 21 FEET S OF THE RIGHT-OF-WAY FENCE LINE.  THERE
 EJ0083'IS AN OLD HANDCAR TURNOUT 15 FEET SW OF THE STATION.
 EJ0083'
 EJ0083'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EJ0083'DISKS SET IN CONCRETE AS DESCRIBED.
 EJ0083'STATION MARK PROJECTS 6 INCHES AND IS STAMPED GALLOWAY 2 1940.
 EJ0083'THERE IS A WHITE REFERENCE POST 5 FEET N OF THE STATION.
 EJ0083'
 EJ0083'REFERENCE MARK NO. 1 IS 24 FEET S OF THE S RAIL, 32 FEET N
 EJ0083'OF THE CENTER LINE OF U.S. HIGHWAY 70 AND IN LINE WITH A ROW OF
 EJ0083'TELEPHONE POLES.  IT IS AT THE SAME ELEVATION AS THE STATION,
 EJ0083'PROJECTS 6 INCHES AND IS STAMPED GALLOWAY 2, NO. 1, 1940.
 EJ0083'
 EJ0083'REFERENCE MARK NO. 2 IS 52 FEET N OF THE N RAIL, ON THE RAILROAD
 EJ0083'RIGHT-OF-WAY, 1 FOOT INSIDE FENCE LINE.  IT IS AT THE SAME
 EJ0083'ELEVATION AS THE STATION, PROJECTS 6 INCHES AND IS STAMPED
 EJ0083'GALLOWAY 2, NO. 2, 1940.
 EJ0083'
 EJ0083'GALLOWAY 1916, 1920, IS 11.540 FEET S OF GALLOWAY 2, 1940.
 EJ0083'IT IS SET 6 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 EJ0083'GALLOWAY 1916, 1920.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 EJ0083'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EJ0083'
 EJ0083'TO REACH THE STATION FROM GALLOWAY, A SMALL TOWN ON U.S. HIGHWAY
 EJ0083'70 ABOUT 8.5 MILES E OF LITTLE ROCK, GO W FOR 0.4 MILE TO THE
 EJ0083'STATION ON THE N SIDE OF THE RAILROAD TRACKS.
 EJ0083'
 EJ0083'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 EJ0083
 EJ0083                          STATION RECOVERY (1955)
 EJ0083
 EJ0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 EJ0083'6.9 MI. E ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 EJ0083'FROM THE STATION AT NORTH LITTLE ROCK, 1-1/2 POLES E OF MILEPOST
 EJ0083'125, 24 FT. N OF THE N RAIL OF THE MAIN TRACK, 22.5 FT. S OF A
 EJ0083'FENCE, 11.5 FT. N OF TRIANGULATION STATION GALLOWAY, 2 FT. W OF A
 EJ0083'WITNESS POST, A TRIANGULATION-STATION DISK, SET IN THE TOP
 EJ0083'OF A CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED GALLOWAY 2
 EJ0083'1940.
 EJ0083'
 EJ0083'REFERENCE MARK 1 IS 147.6 FT. SE OF THE TRIANGULATION STATION,
 EJ0083'38 FT. S OF THE S RAIL OF THE MAIN TRACK, 36 FT. N OF THE
 EJ0083'CENTERLINE OF U.S. HIGHWAY 70, 1 FT. W OF A TELEPHONE POLE, A
 EJ0083'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 EJ0083'0.3 FT. ABOVE THE GROUND, AND STAMPED GALLOWAY 2 NO 1 1940.
 EJ0083'
 EJ0083'REFERENCE MARK 2 IS 190.7 FT. W OF THE TRIANGULATION STATION,
 EJ0083'45.5 FT. N OF THE N RAIL OF THE MAIN TRACK, 21 FT. E OF MILEPOST
 EJ0083'125, 1 FT. S OF A FENCE, 1.5 FT. W OF A WITNESS POST, A
 EJ0083'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 EJ0083'THE GROUND, AND STAMPED GALLOWAY 2 NO 2 1940.
 EJ0083
 EJ0083                          STATION RECOVERY (1956)
 EJ0083
 EJ0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CWE)
 EJ0083'STATION RECOVERED AS DESCRIBED.
 EJ0083'
 EJ0083'NO ATTEMPT WAS MADE TO RECOVER REFERENCE MARKS.
 EJ0083
 EJ0083                          STATION RECOVERY (1967)
 EJ0083
 EJ0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ0083'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 EJ0083'PREVIOUSLY DESCRIBED BY H.D.R. IN 1955.
 EJ0083'
 EJ0083'A METAL WITNESS POST WAS SET BETWEEN GALLOWAY AND GALLOWAY 2.
 EJ0083'
 EJ0083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.9 MILES EAST OF
 EJ0083'NORTH LITTLE ROCK.
 EJ0083
 EJ0083                          STATION RECOVERY (1967)
 EJ0083
 EJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EJ0083'6.9 MI E FROM NORTH LITTLE ROCK.
 EJ0083'IT IS 6.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0083'RAILROAD FROM THE STATION IN NORTH LITTLE ROCK, 1-1/2 POLES EAST OF
 EJ0083'MILEPOST 125, 24 FEET NORTH OF THE NORTH RAIL, 23 FEET SOUTH OF A
 EJ0083'FENCE, 11.5 NORTH OF TRIANGULATION STATION GALLOWAY 1916 1920, 6 FEET
 EJ0083'NORTH OF A METAL WITNESS POST.
 EJ0083
 EJ0083                          STATION RECOVERY (1978)
 EJ0083
 EJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 EJ0083'STATION GALLOWAY 2 AND GALLOWAY RECOVERED IN GOOD CONDITION.
 EJ0083'
 EJ0083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.4 MILE WEST
 EJ0083'OF GALLOWAY.
 EJ0083
 EJ0083                          STATION RECOVERY (1984)
 EJ0083
 EJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0083'MARK NOT FOUND.
 EJ0083
 EJ0083                          STATION RECOVERY (1985)
 EJ0083
 EJ0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0083'MARK NOT FOUND.
 EJ0083
 EJ0083                          STATION RECOVERY (1989)
 EJ0083
 EJ0083'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0083'MARK NOT FOUND.
 EJ0083
 EJ0083                          STATION RECOVERY (1990)
 EJ0083
 EJ0083'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0087 ***********************************************************************
 EJ0087  DESIGNATION -  GALLOWAY 2 RM 1
 EJ0087  PID         -  EJ0087
 EJ0087  STATE/COUNTY-  AR/PULASKI
 EJ0087  USGS QUAD   -  MC ALMONT (1986)
 EJ0087
 EJ0087                         *CURRENT SURVEY CONTROL
 EJ0087  ___________________________________________________________________
 EJ0087* NAD 83(1986)-  34 46 43.     (N)    092 08 09.     (W)     SCALED    
 EJ0087* NAVD 88     -        76.742  (meters)     251.78   (feet)  ADJUSTED  
 EJ0087  ___________________________________________________________________
 EJ0087  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0087  DYNAMIC HT  -          76.671 (meters)     251.54  (feet)  COMP
 EJ0087  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 EJ0087
 EJ0087  VERT ORDER  -  FIRST     CLASS II
 EJ0087
 EJ0087.The horizontal coordinates were scaled from a topographic map and have
 EJ0087.an estimated accuracy of +/- 6 seconds.
 EJ0087
 EJ0087.The orthometric height was determined by differential leveling
 EJ0087.and adjusted by the National Geodetic Survey in June 1991..
 EJ0087
 EJ0087.The geoid height was determined by GEOID03.
 EJ0087
 EJ0087.The dynamic height is computed by dividing the NAVD 88
 EJ0087.geopotential number by the normal gravity value computed on the
 EJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0087.degrees latitude (g = 980.6199 gals.).
 EJ0087
 EJ0087.The modeled gravity was interpolated from observed gravity values.
 EJ0087
 EJ0087;                    North         East    Units  Estimated Accuracy
 EJ0087;SPC AR S     -   634,260.      387,570.      MT  (+/- 180 meters Scaled)
 EJ0087
 EJ0087                          SUPERSEDED SURVEY CONTROL
 EJ0087
 EJ0087  NGVD 29 (??/??/92)   76.778  (m)          251.90   (f) ADJ UNCH    1 2
 EJ0087
 EJ0087.Superseded values are not recommended for survey control.
 EJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0087.See file dsdata.txt to determine how the superseded data were derived.
 EJ0087
 EJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU790488(NAD 83)
 EJ0087_MARKER: DR = REFERENCE MARK DISK
 EJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0087_STAMPING: GALLOWAY 2 RM 1 1940
 EJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0087+STABILITY: SURFACE MOTION
 EJ0087
 EJ0087  HISTORY     - Date     Condition        Report By
 EJ0087  HISTORY     - 1940     MONUMENTED       CGS
 EJ0087  HISTORY     - 1967     GOOD             NGS
 EJ0087  HISTORY     - 1984     GOOD             NGS
 EJ0087  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0087
 EJ0087                          STATION DESCRIPTION
 EJ0087
 EJ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0087'6.9 MI E FROM NORTH LITTLE ROCK.
 EJ0087'IT IS 6.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0087'RAILROAD FROM THE STATION IN NORTH LITTLE ROCK, 147.6 FEET SOUTHEAST
 EJ0087'OF TRIANGULATION STATION GALLOWAY 2 1940, 38 FEET SOUTH OF THE SOUTH
 EJ0087'RAIL OF THE MAIN TRACK, 36 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 EJ0087'70, 1 FOOT WEST OF A TELEPHONE LINE POLE AND SET IN THE TOP OF A
 EJ0087'SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EJ0087
 EJ0087                          STATION RECOVERY (1984)
 EJ0087
 EJ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0087'ABOUT IS 0.6 KM (0.4 MI) WEST ALONG U.S. HIGHWAY 70, FROM THE
 EJ0087'JUNCTION OF STATE HIGHWAY 391 IN THE SMALL TOWN OF GALLOWAY.
 EJ0087
 EJ0087                          STATION RECOVERY (1990)
 EJ0087
 EJ0087'RECOVERY NOTE BY US POWER SQUADRON 1990 (BLD)
 EJ0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0082 ***********************************************************************
 EJ0082  DESIGNATION -  GALLOWAY 2 RM 2
 EJ0082  PID         -  EJ0082
 EJ0082  STATE/COUNTY-  AR/PULASKI
 EJ0082  USGS QUAD   -  MC ALMONT (1986)
 EJ0082
 EJ0082                         *CURRENT SURVEY CONTROL
 EJ0082  ___________________________________________________________________
 EJ0082* NAD 83(1986)-  34 46 43.     (N)    092 08 09.     (W)     SCALED    
 EJ0082* NAVD 88     -        77.038  (meters)     252.75   (feet)  ADJUSTED  
 EJ0082  ___________________________________________________________________
 EJ0082  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0082  DYNAMIC HT  -          76.967 (meters)     252.52  (feet)  COMP
 EJ0082  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 EJ0082
 EJ0082  VERT ORDER  -  FIRST     CLASS II
 EJ0082
 EJ0082.The horizontal coordinates were scaled from a topographic map and have
 EJ0082.an estimated accuracy of +/- 6 seconds.
 EJ0082
 EJ0082.The orthometric height was determined by differential leveling
 EJ0082.and adjusted by the National Geodetic Survey in June 1991..
 EJ0082
 EJ0082.The geoid height was determined by GEOID03.
 EJ0082
 EJ0082.The dynamic height is computed by dividing the NAVD 88
 EJ0082.geopotential number by the normal gravity value computed on the
 EJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0082.degrees latitude (g = 980.6199 gals.).
 EJ0082
 EJ0082.The modeled gravity was interpolated from observed gravity values.
 EJ0082
 EJ0082;                    North         East    Units  Estimated Accuracy
 EJ0082;SPC AR S     -   634,260.      387,570.      MT  (+/- 180 meters Scaled)
 EJ0082
 EJ0082                          SUPERSEDED SURVEY CONTROL
 EJ0082
 EJ0082  NGVD 29 (??/??/92)   77.074  (m)          252.87   (f) ADJ UNCH    1 2
 EJ0082
 EJ0082.Superseded values are not recommended for survey control.
 EJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0082.See file dsdata.txt to determine how the superseded data were derived.
 EJ0082
 EJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU790488(NAD 83)
 EJ0082_MARKER: DR = REFERENCE MARK DISK
 EJ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0082_STAMPING: GALLOWAY 2 NO 2 1940
 EJ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0082+STABILITY: SURFACE MOTION
 EJ0082
 EJ0082  HISTORY     - Date     Condition        Report By
 EJ0082  HISTORY     - 1940     MONUMENTED       CGS
 EJ0082  HISTORY     - 1967     GOOD             NGS
 EJ0082  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0082
 EJ0082                          STATION DESCRIPTION
 EJ0082
 EJ0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0082'6.9 MI E FROM NORTH LITTLE ROCK.
 EJ0082'IT IS 6.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0082'RAILROAD FROM THE STATION IN NORTH LITTLE ROCK, 190.7 FEET WEST OF
 EJ0082'TRIANGULATION STATION GALLOWAY 2 1940, 46 FEET NORTH OF THE NORTH RAIL
 EJ0082'OF THE MAIN TRACK, 21 FEET EAST OF MILEPOST 125, 1 FOOT SOUTH OF A
 EJ0082'FENCE AND SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 EJ0082'GROUND.
 EJ0082
 EJ0082                          STATION RECOVERY (1989)
 EJ0082
 EJ0082'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0085 ***********************************************************************
 EJ0085  DESIGNATION -  GALLOWAY RM 1
 EJ0085  PID         -  EJ0085
 EJ0085  STATE/COUNTY-  AR/PULASKI
 EJ0085  USGS QUAD   -  MC ALMONT (1986)
 EJ0085
 EJ0085                         *CURRENT SURVEY CONTROL
 EJ0085  ___________________________________________________________________
 EJ0085* NAD 83(1986)-  34 46 43.     (N)    092 08 09.     (W)     SCALED    
 EJ0085* NAVD 88     -        76.934  (meters)     252.41   (feet)  POSTED    
 EJ0085  ___________________________________________________________________
 EJ0085  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0085  DYNAMIC HT  -          76.860 (meters)     252.16  (feet)  COMP
 EJ0085  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 EJ0085
 EJ0085  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0085
 EJ0085.The horizontal coordinates were scaled from a topographic map and have
 EJ0085.an estimated accuracy of +/- 6 seconds.
 EJ0085
 EJ0085.The orthometric height was determined by differential leveling
 EJ0085.and adjusted by the National Geodetic Survey in 1992..
 EJ0085.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0085.rate of 0.0 thru 1.0 mm/km.
 EJ0085
 EJ0085.The geoid height was determined by GEOID03.
 EJ0085
 EJ0085.The dynamic height is computed by dividing the NAVD 88
 EJ0085.geopotential number by the normal gravity value computed on the
 EJ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0085.degrees latitude (g = 980.6199 gals.).
 EJ0085
 EJ0085.The modeled gravity was interpolated from observed gravity values.
 EJ0085
 EJ0085;                    North         East    Units  Estimated Accuracy
 EJ0085;SPC AR S     -   634,260.      387,570.      MT  (+/- 180 meters Scaled)
 EJ0085
 EJ0085                          SUPERSEDED SURVEY CONTROL
 EJ0085
 EJ0085  NGVD 29 (??/??/92)   76.976  (m)          252.55   (f) ADJ UNCH    2 0
 EJ0085
 EJ0085.Superseded values are not recommended for survey control.
 EJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0085.See file dsdata.txt to determine how the superseded data were derived.
 EJ0085
 EJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU790488(NAD 83)
 EJ0085_MARKER: DR = REFERENCE MARK DISK
 EJ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0085_STAMPING: GALLOWAY RM 1 1916 1920
 EJ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0085+STABILITY: SURFACE MOTION
 EJ0085
 EJ0085  HISTORY     - Date     Condition        Report By
 EJ0085  HISTORY     - 1935     MONUMENTED       CGS
 EJ0085  HISTORY     - 1955     MARK NOT FOUND   NGS
 EJ0085  HISTORY     - 1967     MARK NOT FOUND   NGS
 EJ0085  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0085
 EJ0085                          STATION DESCRIPTION
 EJ0085
 EJ0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0085'6.9 MI E FROM NORTH LITTLE ROCK.
 EJ0085'55.8 FEET NORTHWEST OF TRAVERSE STATION GALLOWAY, DESCRIBED ABOVE, 34
 EJ0085'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 12 FEET NORTHEAST OF A
 EJ0085'POLE, AND 4 FEET SOUTH OF A FENCE.  A STANDARD REFERENCE-MARK DISK,
 EJ0085'STAMPED GALLOWAY RM 1 1916 1920 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0085
 EJ0085                          STATION RECOVERY (1967)
 EJ0085
 EJ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EJ0085'MARK NOT FOUND.
 EJ0085
 EJ0085                          STATION RECOVERY (1984)
 EJ0085
 EJ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2393 ***********************************************************************
 EH2393  DESIGNATION -  GAM
 EH2393  PID         -  EH2393
 EH2393  STATE/COUNTY-  AR/LONOKE
 EH2393  USGS QUAD   -  ENGLAND (1982)
 EH2393
 EH2393                         *CURRENT SURVEY CONTROL
 EH2393  ___________________________________________________________________
 EH2393* NAD 83(1986)-  34 34 37.     (N)    091 59 14.     (W)     SCALED    
 EH2393* NAVD 88     -        68.989  (meters)     226.34   (feet)  ADJUSTED  
 EH2393  ___________________________________________________________________
 EH2393  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EH2393  DYNAMIC HT  -          68.924 (meters)     226.13  (feet)  COMP
 EH2393  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 EH2393
 EH2393  VERT ORDER  -  SECOND    CLASS 0
 EH2393
 EH2393.The horizontal coordinates were scaled from a topographic map and have
 EH2393.an estimated accuracy of +/- 6 seconds.
 EH2393
 EH2393.The orthometric height was determined by differential leveling
 EH2393.and adjusted by the National Geodetic Survey in June 1991..
 EH2393
 EH2393.The geoid height was determined by GEOID03.
 EH2393
 EH2393.The dynamic height is computed by dividing the NAVD 88
 EH2393.geopotential number by the normal gravity value computed on the
 EH2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2393.degrees latitude (g = 980.6199 gals.).
 EH2393
 EH2393.The modeled gravity was interpolated from observed gravity values.
 EH2393
 EH2393;                    North         East    Units  Estimated Accuracy
 EH2393;SPC AR S     -   611,880.      401,170.      MT  (+/- 180 meters Scaled)
 EH2393
 EH2393                          SUPERSEDED SURVEY CONTROL
 EH2393
 EH2393  NGVD 29 (??/??/??)   69.030  (m)          226.48   (f) ADJUSTED    2 0
 EH2393
 EH2393.Superseded values are not recommended for survey control.
 EH2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2393.See file dsdata.txt to determine how the superseded data were derived.
 EH2393
 EH2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU928265(NAD 83)
 EH2393_MARKER: DB = BENCH MARK DISK
 EH2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2393_STAMPING: GAM 1934
 EH2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2393+STABILITY: SURFACE MOTION
 EH2393
 EH2393  HISTORY     - Date     Condition        Report By
 EH2393  HISTORY     - 1934     MONUMENTED       ARGS
 EH2393  HISTORY     - 1938     GOOD             ARGS
 EH2393  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2393
 EH2393                          STATION DESCRIPTION
 EH2393
 EH2393'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1938
 EH2393'2.1 MI SE FROM KEO.
 EH2393'2.1 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 EH2393'STATION AT KEO.  AT SECTION 33, T. 1 S., R. 9 W. 439 FEET NORTHWEST OF
 EH2393'MILEPOST 262-00, BETWEEN 262-06 AND 262-07 191 FEET NORTHWEST OF A
 EH2393'ROAD CROSSING 20 FEET NORTHEAST OF THE NORTHEAST RAIL 70 FEET
 EH2393'SOUTHWEST OF STATE HIGHWAY 30.  A U.S.C. AND G.S. AND S.S. STANDARD
 EH2393'DISK, STAMPED GAM 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EH2393
 EH2393                          STATION RECOVERY (1976)
 EH2393
 EH2393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0687 ***********************************************************************
 EJ0687  DESIGNATION -  GAMB
 EJ0687  PID         -  EJ0687
 EJ0687  STATE/COUNTY-  AR/DALLAS
 EJ0687  USGS QUAD   -  CARTHAGE (1984)
 EJ0687
 EJ0687                         *CURRENT SURVEY CONTROL
 EJ0687  ___________________________________________________________________
 EJ0687* NAD 83(1986)-  34 05 17.     (N)    092 33 36.     (W)     SCALED    
 EJ0687* NAVD 88     -        99.420  (meters)     326.18   (feet)  ADJUSTED  
 EJ0687  ___________________________________________________________________
 EJ0687  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EJ0687  DYNAMIC HT  -          99.321 (meters)     325.86  (feet)  COMP
 EJ0687  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 EJ0687
 EJ0687  VERT ORDER  -  SECOND    CLASS 0
 EJ0687
 EJ0687.The horizontal coordinates were scaled from a topographic map and have
 EJ0687.an estimated accuracy of +/- 6 seconds.
 EJ0687
 EJ0687.The orthometric height was determined by differential leveling
 EJ0687.and adjusted by the National Geodetic Survey in June 1991..
 EJ0687
 EJ0687.The geoid height was determined by GEOID03.
 EJ0687
 EJ0687.The dynamic height is computed by dividing the NAVD 88
 EJ0687.geopotential number by the normal gravity value computed on the
 EJ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0687.degrees latitude (g = 980.6199 gals.).
 EJ0687
 EJ0687.The modeled gravity was interpolated from observed gravity values.
 EJ0687
 EJ0687;                    North         East    Units  Estimated Accuracy
 EJ0687;SPC AR S     -   557,790.      348,320.      MT  (+/- 180 meters Scaled)
 EJ0687
 EJ0687                          SUPERSEDED SURVEY CONTROL
 EJ0687
 EJ0687  NGVD 29 (??/??/92)   99.454  (m)          326.29   (f) ADJ UNCH    2 0
 EJ0687
 EJ0687.Superseded values are not recommended for survey control.
 EJ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0687.See file dsdata.txt to determine how the superseded data were derived.
 EJ0687
 EJ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT405720(NAD 83)
 EJ0687_MARKER: DB = BENCH MARK DISK
 EJ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0687+STABILITY: SURFACE MOTION
 EJ0687
 EJ0687  HISTORY     - Date     Condition        Report By
 EJ0687  HISTORY     - UNK      MONUMENTED       CGS
 EJ0687  HISTORY     - 1935     GOOD             NGS
 EJ0687
 EJ0687                          STATION DESCRIPTION
 EJ0687
 EJ0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0687'1.0 MI N FROM CARTHAGE.
 EJ0687'1.0 MI N. ALONG C.R.I. AND P.R.R. FROM CARTHAGE BRONZE TABLET SET IN
 EJ0687'CONC. POST ON W. BANK OF CUT.  235 FT. S.E. OF M.P. 29-5.  18 FT. W.
 EJ0687'OF CENTER LINE OF R.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0685 ***********************************************************************
 EJ0685  DESIGNATION -  GAME
 EJ0685  PID         -  EJ0685
 EJ0685  STATE/COUNTY-  AR/DALLAS
 EJ0685  USGS QUAD   -  CARTHAGE (1984)
 EJ0685
 EJ0685                         *CURRENT SURVEY CONTROL
 EJ0685  ___________________________________________________________________
 EJ0685* NAD 83(1986)-  34 04 17.     (N)    092 33 07.     (W)     SCALED    
 EJ0685* NAVD 88     -        92.547  (meters)     303.63   (feet)  ADJUSTED  
 EJ0685  ___________________________________________________________________
 EJ0685  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EJ0685  DYNAMIC HT  -          92.454 (meters)     303.33  (feet)  COMP
 EJ0685  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 EJ0685
 EJ0685  VERT ORDER  -  SECOND    CLASS 0
 EJ0685
 EJ0685.The horizontal coordinates were scaled from a topographic map and have
 EJ0685.an estimated accuracy of +/- 6 seconds.
 EJ0685
 EJ0685.The orthometric height was determined by differential leveling
 EJ0685.and adjusted by the National Geodetic Survey in June 1991..
 EJ0685
 EJ0685.The geoid height was determined by GEOID03.
 EJ0685
 EJ0685.The dynamic height is computed by dividing the NAVD 88
 EJ0685.geopotential number by the normal gravity value computed on the
 EJ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0685.degrees latitude (g = 980.6199 gals.).
 EJ0685
 EJ0685.The modeled gravity was interpolated from observed gravity values.
 EJ0685
 EJ0685;                    North         East    Units  Estimated Accuracy
 EJ0685;SPC AR S     -   555,940.      349,060.      MT  (+/- 180 meters Scaled)
 EJ0685
 EJ0685                          SUPERSEDED SURVEY CONTROL
 EJ0685
 EJ0685  NGVD 29 (??/??/92)   92.582  (m)          303.75   (f) ADJ UNCH    2 0
 EJ0685
 EJ0685.Superseded values are not recommended for survey control.
 EJ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0685.See file dsdata.txt to determine how the superseded data were derived.
 EJ0685
 EJ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT413701(NAD 83)
 EJ0685_MARKER: DB = BENCH MARK DISK
 EJ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0685_STAMPING: GAME
 EJ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0685+STABILITY: SURFACE MOTION
 EJ0685
 EJ0685  HISTORY     - Date     Condition        Report By
 EJ0685  HISTORY     - UNK      MONUMENTED       CGS
 EJ0685  HISTORY     - 1935     GOOD             NGS
 EJ0685
 EJ0685                          STATION DESCRIPTION
 EJ0685
 EJ0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0685'0.3 MI S FROM CARTHAGE.
 EJ0685'0.3 MILE SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION 61.1 FEET SOUTH
 EJ0685'OF TELEPHONE POLE 30+15.  41.9 FEET WEST OF CHICAGO, ROCK ISLAND AND
 EJ0685'PACIFIC R.R. MAIN TRACK.  24.1 FEET SOUTHEAST OF 12-INCH PINE TREE.
 EJ0685'22.8 FEET EAST OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST
 EJ0685'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2394 ***********************************************************************
 EH2394  DESIGNATION -  GAN
 EH2394  PID         -  EH2394
 EH2394  STATE/COUNTY-  AR/LONOKE
 EH2394  USGS QUAD   -  ENGLAND (1982)
 EH2394
 EH2394                         *CURRENT SURVEY CONTROL
 EH2394  ___________________________________________________________________
 EH2394* NAD 83(1986)-  34 34 05.     (N)    091 58 57.     (W)     SCALED    
 EH2394* NAVD 88     -        68.346  (meters)     224.23   (feet)  ADJUSTED  
 EH2394  ___________________________________________________________________
 EH2394  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EH2394  DYNAMIC HT  -          68.281 (meters)     224.02  (feet)  COMP
 EH2394  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 EH2394
 EH2394  VERT ORDER  -  SECOND    CLASS 0
 EH2394
 EH2394.The horizontal coordinates were scaled from a topographic map and have
 EH2394.an estimated accuracy of +/- 6 seconds.
 EH2394
 EH2394.The orthometric height was determined by differential leveling
 EH2394.and adjusted by the National Geodetic Survey in June 1991..
 EH2394
 EH2394.The geoid height was determined by GEOID03.
 EH2394
 EH2394.The dynamic height is computed by dividing the NAVD 88
 EH2394.geopotential number by the normal gravity value computed on the
 EH2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2394.degrees latitude (g = 980.6199 gals.).
 EH2394
 EH2394.The modeled gravity was interpolated from observed gravity values.
 EH2394
 EH2394;                    North         East    Units  Estimated Accuracy
 EH2394;SPC AR S     -   610,890.      401,610.      MT  (+/- 180 meters Scaled)
 EH2394
 EH2394                          SUPERSEDED SURVEY CONTROL
 EH2394
 EH2394  NGVD 29 (??/??/??)   68.386  (m)          224.36   (f) ADJUSTED    2 0
 EH2394
 EH2394.Superseded values are not recommended for survey control.
 EH2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2394.See file dsdata.txt to determine how the superseded data were derived.
 EH2394
 EH2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU933256(NAD 83)
 EH2394_MARKER: DB = BENCH MARK DISK
 EH2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2394_STAMPING: GAN 1934
 EH2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2394+STABILITY: SURFACE MOTION
 EH2394
 EH2394  HISTORY     - Date     Condition        Report By
 EH2394  HISTORY     - 1934     MONUMENTED       ARGS
 EH2394  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2394
 EH2394                          STATION DESCRIPTION
 EH2394
 EH2394'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH2394'1.8 MI SE FROM ENGLAND.
 EH2394'1.8 MILES SOUTHEAST OF, ALONG S.L.S.RY. FROM STATION. ABOUT 300 FEET
 EH2394'NORTHWEST OF M.P.261-10.  ABOUT 200 FEET SOUTH OF SMALL CONCRETE BOX
 EH2394'CULVERT UNDER ST HWY. 30.  37 FEET SOUTHWEST OF CENTERLINE OF ST LOUIS
 EH2394'SOUTHWESTERN RY.  TABLET SET IN PRECAST CONCRETE POST.
 EH2394
 EH2394                          STATION RECOVERY (1976)
 EH2394
 EH2394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0682 ***********************************************************************
 EJ0682  DESIGNATION -  GANS
 EJ0682  PID         -  EJ0682
 EJ0682  STATE/COUNTY-  AR/DALLAS
 EJ0682  USGS QUAD   -  CARTHAGE (1984)
 EJ0682
 EJ0682                         *CURRENT SURVEY CONTROL
 EJ0682  ___________________________________________________________________
 EJ0682* NAD 83(1986)-  34 01 39.     (N)    092 30 59.     (W)     SCALED    
 EJ0682* NAVD 88     -        86.224  (meters)     282.89   (feet)  ADJUSTED  
 EJ0682  ___________________________________________________________________
 EJ0682  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EJ0682  DYNAMIC HT  -          86.138 (meters)     282.60  (feet)  COMP
 EJ0682  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 EJ0682
 EJ0682  VERT ORDER  -  SECOND    CLASS 0
 EJ0682
 EJ0682.The horizontal coordinates were scaled from a topographic map and have
 EJ0682.an estimated accuracy of +/- 6 seconds.
 EJ0682
 EJ0682.The orthometric height was determined by differential leveling
 EJ0682.and adjusted by the National Geodetic Survey in June 1991..
 EJ0682
 EJ0682.The geoid height was determined by GEOID03.
 EJ0682
 EJ0682.The dynamic height is computed by dividing the NAVD 88
 EJ0682.geopotential number by the normal gravity value computed on the
 EJ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0682.degrees latitude (g = 980.6199 gals.).
 EJ0682
 EJ0682.The modeled gravity was interpolated from observed gravity values.
 EJ0682
 EJ0682;                    North         East    Units  Estimated Accuracy
 EJ0682;SPC AR S     -   551,050.      352,310.      MT  (+/- 180 meters Scaled)
 EJ0682
 EJ0682                          SUPERSEDED SURVEY CONTROL
 EJ0682
 EJ0682  NGVD 29 (??/??/92)   86.263  (m)          283.01   (f) ADJ UNCH    2 0
 EJ0682
 EJ0682.Superseded values are not recommended for survey control.
 EJ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0682.See file dsdata.txt to determine how the superseded data were derived.
 EJ0682
 EJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT446653(NAD 83)
 EJ0682_MARKER: DB = BENCH MARK DISK
 EJ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0682_STAMPING: GANS
 EJ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0682+STABILITY: SURFACE MOTION
 EJ0682
 EJ0682  HISTORY     - Date     Condition        Report By
 EJ0682  HISTORY     - UNK      MONUMENTED       CGS
 EJ0682  HISTORY     - 1935     GOOD             NGS
 EJ0682  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0682
 EJ0682                          STATION DESCRIPTION
 EJ0682
 EJ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0682'3.9 MI S FROM CARTHAGE.
 EJ0682'3.9 MILES SOUTH OF, ALONG C.R.I. AND P.RY FROM STATION.  ABOUT .2 MILE
 EJ0682'SOUTH OF RAILROAD CROSSING.  45.4 FEET WEST OF CENTERLINE OF CHICAGO,
 EJ0682'ROCK ISLAND AND PACIFIC R.R.  28.9 FEET NORTH OF TELEPHONE POLE MARKED
 EJ0682'34+4.  9.5 FEET EAST OF FENCE PARALLELING RAILROAD. ABOUT 12 FEET
 EJ0682'ABOVE THE LEVEL OF TRACK.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0682
 EJ0682                          STATION RECOVERY (1962)
 EJ0682
 EJ0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0684 ***********************************************************************
 EJ0684  DESIGNATION -  GANT
 EJ0684  PID         -  EJ0684
 EJ0684  STATE/COUNTY-  AR/DALLAS
 EJ0684  USGS QUAD   -  CARTHAGE (1984)
 EJ0684
 EJ0684                         *CURRENT SURVEY CONTROL
 EJ0684  ___________________________________________________________________
 EJ0684* NAD 83(1986)-  34 03 18.     (N)    092 32 18.     (W)     SCALED    
 EJ0684* NAVD 88     -        88.493  (meters)     290.33   (feet)  ADJUSTED  
 EJ0684  ___________________________________________________________________
 EJ0684  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EJ0684  DYNAMIC HT  -          88.404 (meters)     290.04  (feet)  COMP
 EJ0684  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 EJ0684
 EJ0684  VERT ORDER  -  SECOND    CLASS 0
 EJ0684
 EJ0684.The horizontal coordinates were scaled from a topographic map and have
 EJ0684.an estimated accuracy of +/- 6 seconds.
 EJ0684
 EJ0684.The orthometric height was determined by differential leveling
 EJ0684.and adjusted by the National Geodetic Survey in June 1991..
 EJ0684
 EJ0684.The geoid height was determined by GEOID03.
 EJ0684
 EJ0684.The dynamic height is computed by dividing the NAVD 88
 EJ0684.geopotential number by the normal gravity value computed on the
 EJ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0684.degrees latitude (g = 980.6199 gals.).
 EJ0684
 EJ0684.The modeled gravity was interpolated from observed gravity values.
 EJ0684
 EJ0684;                    North         East    Units  Estimated Accuracy
 EJ0684;SPC AR S     -   554,110.      350,300.      MT  (+/- 180 meters Scaled)
 EJ0684
 EJ0684                          SUPERSEDED SURVEY CONTROL
 EJ0684
 EJ0684  NGVD 29 (??/??/92)   88.529  (m)          290.45   (f) ADJ UNCH    2 0
 EJ0684
 EJ0684.Superseded values are not recommended for survey control.
 EJ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0684.See file dsdata.txt to determine how the superseded data were derived.
 EJ0684
 EJ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT426683(NAD 83)
 EJ0684_MARKER: DB = BENCH MARK DISK
 EJ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0684_STAMPING: GANT
 EJ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0684+STABILITY: SURFACE MOTION
 EJ0684
 EJ0684  HISTORY     - Date     Condition        Report By
 EJ0684  HISTORY     - UNK      MONUMENTED       CGS
 EJ0684  HISTORY     - 1935     GOOD             NGS
 EJ0684  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 EJ0684
 EJ0684                          STATION DESCRIPTION
 EJ0684
 EJ0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0684'1.7 MI S FROM CARTHAGE.
 EJ0684'1.7 MILE SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION ABOUT 500 FEET
 EJ0684'NORTH OF DIRT SIDING FOR SECTION MOTOR CAR.  ABOUT 150 FEET EAST OF
 EJ0684'CENTERLINE OF COUNTYROAD.  69.9 FEET WEST OF FENCE PARALLELING
 EJ0684'RAILROAD.  69.2 FEET EAST OF TELEPHONE POLE MARKED 31+25.  24.6 FEET
 EJ0684'EAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  TABLET
 EJ0684'SET IN PRECAST CONCRETE POST.
 EJ0684
 EJ0684                          STATION RECOVERY (2006)
 EJ0684
 EJ0684'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 EJ0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1917 ***********************************************************************
 FF1917  DESIGNATION -  GARDEN
 FF1917  PID         -  FF1917
 FF1917  STATE/COUNTY-  AR/MISSISSIPPI
 FF1917  USGS QUAD   -  ETOWAH (1983)
 FF1917
 FF1917                         *CURRENT SURVEY CONTROL
 FF1917  ___________________________________________________________________
 FF1917* NAD 83(1997)-  35 41 59.04963(N)    090 14 21.68911(W)     ADJUSTED  
 FF1917* NAVD 88     -        70.3    (meters)     231.     (feet)  VERTCON   
 FF1917  ___________________________________________________________________
 FF1917  X           -     -21,663.002 (meters)                     COMP
 FF1917  Y           -  -5,185,500.138 (meters)                     COMP
 FF1917  Z           -   3,701,211.996 (meters)                     COMP
 FF1917  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FF1917  ELLIP HEIGHT-          42.58  (meters)          (09/24/01) GPS OBS
 FF1917  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF1917
 FF1917  HORZ ORDER  -  FIRST
 FF1917  ELLP ORDER  -  FOURTH    CLASS II
 FF1917
 FF1917.The horizontal coordinates were established by GPS observations
 FF1917.and adjusted by the National Geodetic Survey in September 1999..
 FF1917
 FF1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1917
 FF1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1917
 FF1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1917
 FF1917.The ellipsoidal height was determined by GPS observations
 FF1917.and is referenced to NAD 83.
 FF1917
 FF1917.The geoid height was determined by GEOID03.
 FF1917
 FF1917;                    North         East     Units Scale Factor Converg.
 FF1917;SPC AR N     -   153,015.683   559,327.176   MT  0.99993796   +1 01 28.3
 FF1917;SPC AR N     -   502,018.95  1,835,059.24   sFT  0.99993796   +1 01 28.3
 FF1917;UTM  15      - 3,954,158.654   749,780.936   MT  1.00036889   +1 36 42.4
 FF1917
 FF1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1917!SPC AR N     -   0.99999332  x   0.99993796  =   0.99993128
 FF1917!UTM  15      -   0.99999332  x   1.00036889  =   1.00036220
 FF1917
 FF1917:                Primary Azimuth Mark                     Grid Az
 FF1917:SPC AR N     -  GARDEN AZ MK                             092 55 53.7
 FF1917:UTM  15      -  GARDEN AZ MK                             092 20 39.6
 FF1917
 FF1917|---------------------------------------------------------------------|
 FF1917| PID    Reference Object                     Distance      Geod. Az  |
 FF1917|                                                           dddmmss.s |
 FF1917| FF2225 GARDEN AZ MK                                       0935722.0 |
 FF1917| FF1900 KEISER MUNICIPAL TANK               APPROX.13.1 KM 1013541.5 |
 FF1917| FF2223 GARDEN RM 1                          25.598 METERS 18034     |
 FF1917| FF1919 LEPANTO                             APPROX.12.8 KM 2074211.4 |
 FF1917| FF1920 LEPANTO FEDERAL COMPRESS N TK       APPROX.13.3 KM 2182608.8 |
 FF1917| FF1918 LEPANTO MUNICIPAL TANK              APPROX.13.2 KM 2193235.7 |
 FF1917| FF2224 GARDEN RM 2                          27.609 METERS 24028     |
 FF1917|---------------------------------------------------------------------|
 FF1917
 FF1917                          SUPERSEDED SURVEY CONTROL
 FF1917
 FF1917  ELLIP H (09/14/99)   42.60   (m)                       GP(       ) 4 1
 FF1917  NAD 83(1997)-  35 41 59.04971(N)    090 14 21.68911(W) AD(       ) 1
 FF1917  NAD 83(1986)-  35 41 59.06170(N)    090 14 21.68868(W) AD(       ) 1
 FF1917  NAD 27      -  35 41 58.78260(N)    090 14 21.34110(W) AD(       ) 2
 FF1917  NGVD 29 (05/21/91)   70.2    (m)          230.     (f) GPS OBS        
 FF1917
 FF1917.Superseded values are not recommended for survey control.
 FF1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1917.See file dsdata.txt to determine how the superseded data were derived.
 FF1917
 FF1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4978154159(NAD 83)
 FF1917_MARKER: DS = TRIANGULATION STATION DISK
 FF1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1917_SP_SET: CONCRETE POST
 FF1917_STAMPING: GARDEN 1954
 FF1917_MARK LOGO: CGS   
 FF1917_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1917+STABILITY: SURFACE MOTION
 FF1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1917+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2003
 FF1917
 FF1917  HISTORY     - Date     Condition        Report By
 FF1917  HISTORY     - 1954     MONUMENTED       CGS
 FF1917  HISTORY     - 1954     GOOD             CGS
 FF1917  HISTORY     - 1975     GOOD             USGS
 FF1917  HISTORY     - 1979     GOOD             USGS
 FF1917  HISTORY     - 1987     GOOD             USPSQD
 FF1917  HISTORY     - 19900325 GOOD             NGS
 FF1917  HISTORY     - 19910109 GOOD             NGS
 FF1917  HISTORY     - 20020802 GOOD             USACE
 FF1917  HISTORY     - 20030514 GOOD             JCLS
 FF1917
 FF1917                          STATION DESCRIPTION
 FF1917
 FF1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1917'THE STATION IS ABOUT 8 MILES NORTHEAST OF LEPANTO, 8 MILES
 FF1917'WEST-NORTHWEST OF KEISER, IN THE GARDEN POINT METHODIST
 FF1917'CHURCH YARD, 46 PACES NORTH OF STATE HIGHWAY NO. 40, 54 FEET
 FF1917'EAST OF THE SOUTHEAST CORNER OF THE CHURCH, 18 FEET
 FF1917'WEST-NORTHWEST OF A CEMETERY FENCE CORNER, AND 20 FEET NORTH
 FF1917'OF A FIELD FENCE CORNER.
 FF1917'
 FF1917'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FF1917'GARDEN 1954.
 FF1917'
 FF1917'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FF1917'40 AND 181 ABOUT 2 MILES NORTH OF KEISER GO WEST ON STATE
 FF1917'HIGHWAY 40 FOR 7.6 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FF1917'CONTINUE WEST ON THE HIGHWAY FOR 0.25 MILE TO THE GARDEN
 FF1917'POINT METHODIST CHURCH AND THE STATION MARK ON THE RIGHT.
 FF1917'
 FF1917'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE HIGHWAY.  THE
 FF1917'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED GARDEN
 FF1917'NO 1 1954.
 FF1917'
 FF1917'REFERENCE MARK NO. 2 IS 29 PACES NORTH OF THE HIGHWAY, 39 FEET
 FF1917'SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH AND 15 FEET NORTHEAST
 FF1917'OF A 36 INCH OAK TREE.  THE MARK IS FLUSH WITH THE GROUND
 FF1917'AND THE DISK IS STAMPED GARDEN NO 2 1954.
 FF1917'
 FF1917'THE AZIMUTH MARK IS 42 FEET NORTH OF THE HIGHWAY, 3 FEET
 FF1917'NORTHWEST OF A 4 IN X 4 IN WITNESS POST AND 1 FOOT WEST OF
 FF1917'A POWER-LINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FF1917'IS STAMPED GARDEN 1954.
 FF1917'
 FF1917'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS.
 FF1917
 FF1917                          STATION RECOVERY (1954)
 FF1917
 FF1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FF1917'RECOVERED IN GOOD CONDITION.
 FF1917
 FF1917                          STATION RECOVERY (1975)
 FF1917
 FF1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF1917'STA MK. - OK RM 1 HAS TOP BROKE OFF.  RM 2 - OK
 FF1917'AZ. MK. - NOT FOUND.
 FF1917
 FF1917                          STATION RECOVERY (1979)
 FF1917
 FF1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RRB)
 FF1917'STA. MK. AND RM 2 FOUND AS DESCRIBED.
 FF1917'
 FF1917'RM 1 AND AZ. MK. NOT FOUND.
 FF1917
 FF1917                          STATION RECOVERY (1987)
 FF1917
 FF1917'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF1917'RECOVERED IN GOOD CONDITION.
 FF1917
 FF1917                          STATION RECOVERY (1990)
 FF1917
 FF1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1917'STATION IS LOCATED ABOUT 21.0 KM (13.0 MI) SOUTHWEST OF MANILA, 13.6
 FF1917'KM (8.5 MI) NORTHEAST OF LEPANTO, AND 13.0 KM (8.1 MI) WEST-NORTHWEST
 FF1917'OF KEISER.  OWNERSHIP--GARDEN POINT UNITED METHODIST CHURCH.
 FF1917'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 140 AND 297 IN NORTHWEST
 FF1917'WEST RIDGE.  GO NORTHEAST ON STATE HIGHWAY 140 FOR 2.71 KM (1.68 MI)
 FF1917'TO THE JUNCTION OF STATE HIGHWAY 136.  CONTINUE NORTHEAST ON STATE
 FF1917'HIGHWAY 140 FOR 0.12 KM (0.07 MI) TO THE STATION ON THE LEFT. IN THE
 FF1917'SOUTHWEST CORNER OF THE LAWN OF THE GARDEN POINT UNITED METHODIST
 FF1917'CHRUCH CEMETERY.
 FF1917'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---GARDEN 1954---.
 FF1917'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 FF1917'GROUND.  IT IS 35.1 M (115.2 FT) NORTH OF THE CENTERLINE OF STATE
 FF1917'HIGHWAY 140, 15.75 M (51.67 FT) EAST-NORTHEAST OF THE SOUTHEAST
 FF1917'CORNER OF THE CHURCH, 2.0 M (6.6 FT) NORTHWEST OF THE NORTHWEST
 FF1917'CORNER OF THE LILLIE MAE ROLAND MEMORIAL STONE, AND 1.85 M (6.07 FT)
 FF1917'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PRESHOUR MEMORIAL STONE.
 FF1917'DESCRIBED BY R.D.BALL
 FF1917
 FF1917                          STATION RECOVERY (1991)
 FF1917
 FF1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF1917'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) EAST OF WEST RIDGE, 24.14
 FF1917'KM (15.00 MI) WEST OF OSCEOLA AND AT THE ENTRANCE OF THE CEMETERY OF
 FF1917'THE GARDEN POINT METHODIST CHURCH.  OWNERSHIP--UNKOWN.
 FF1917'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 136 AND 140,
 FF1917'ABOUT 3.22 KM (2.00 MI) EAST OF WEST RIDGE AND ALSO ABOUT 17.7 KM
 FF1917'(11.0 MI) WEST OF INTERSTATE HIGHWAY 55 (EXIT 48), GO EAST ON STATE
 FF1917'HIGHWAY 140 FOR 0.08 KM (0.05 MI) TO THE EAST ONE OF TWO ENTRANCE
 FF1917'DRIVES OF THE GARDEN METHODIST CHURCH, TURN LEFT, NORTH, INTO THE
 FF1917'ENTRANCE DRIVE FOR ABOUT 30.48 M (100.00 FT) TO A POINT WHERE THE
 FF1917'DRIVE TURNS RIGHT INTO A CEMETERY TO THE STATION ON THE RIGHT ON THE
 FF1917'WEST SIDE OF THE FIRST SET OF HEAD STONES OF THE CEMETERY.
 FF1917'THE STATION IS LOCATED 39.6 M (129.9 FT) NORTH OF THE CENTER OF
 FF1917'HIGHWAY 140, 15.9 M (52.2 FT) EAST OF THE SOUTHEAST CORNER OF THE
 FF1917'CHURCH, 2.0 M (6.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FF1917'HEADSTONE (ARESNOUR) AND 1.3 M (4.3 FT) WEST OF A SMALL GRAVE STONE
 FF1917'FLUSH WITH THE GROUND (L. ROLAND).
 FF1917
 FF1917                          STATION RECOVERY (2002)
 FF1917
 FF1917'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1917'RECOVERED IN GOOD CONDITION.
 FF1917
 FF1917                          STATION RECOVERY (2003)
 FF1917
 FF1917'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 FF1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1507 ***********************************************************************
 DL1507  DESIGNATION -  GARLAND
 DL1507  PID         -  DL1507
 DL1507  STATE/COUNTY-  AR/MILLER
 DL1507  USGS QUAD   -  GARLAND (1975)
 DL1507
 DL1507                         *CURRENT SURVEY CONTROL
 DL1507  ___________________________________________________________________
 DL1507* NAD 83(1997)-  33 21 36.50372(N)    093 42 57.14084(W)     ADJUSTED  
 DL1507* NAVD 88     -        71.0    (meters)     233.     (feet)  VERTCON   
 DL1507  ___________________________________________________________________
 DL1507  X           -    -345,602.568 (meters)                     COMP
 DL1507  Y           -  -5,321,441.665 (meters)                     COMP
 DL1507  Z           -   3,487,412.797 (meters)                     COMP
 DL1507  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DL1507  ELLIP HEIGHT-          44.25  (meters)          (09/24/01) GPS OBS
 DL1507  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1507
 DL1507  HORZ ORDER  -  FIRST
 DL1507  ELLP ORDER  -  FOURTH    CLASS II
 DL1507
 DL1507.The horizontal coordinates were established by GPS observations
 DL1507.and adjusted by the National Geodetic Survey in September 1999..
 DL1507
 DL1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1507
 DL1507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1507
 DL1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1507
 DL1507.The ellipsoidal height was determined by GPS observations
 DL1507.and is referenced to NAD 83.
 DL1507
 DL1507.The geoid height was determined by GEOID03.
 DL1507
 DL1507;                    North         East     Units Scale Factor Converg.
 DL1507;SPC AR S     -   478,254.085   240,310.356   MT  0.99998721   -0 57 37.3
 DL1507;SPC AR S     - 1,569,071.94    788,418.23   sFT  0.99998721   -0 57 37.3
 DL1507;UTM  15      - 3,691,442.050   433,398.495   MT  0.99965469   -0 23 37.2
 DL1507
 DL1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1507!SPC AR S     -   0.99999305  x   0.99998721  =   0.99998026
 DL1507!UTM  15      -   0.99999305  x   0.99965469  =   0.99964775
 DL1507
 DL1507:                Primary Azimuth Mark                     Grid Az
 DL1507:SPC AR S     -  LEWISVILLE MUNICIPAL TANK                090 23 52.0
 DL1507:UTM  15      -  LEWISVILLE MUNICIPAL TANK                089 49 51.9
 DL1507
 DL1507|---------------------------------------------------------------------|
 DL1507| PID    Reference Object                     Distance      Geod. Az  |
 DL1507|                                                           dddmmss.s |
 DL1507| DL1504 LEWISVILLE MUNICIPAL TANK           APPROX.12.4 KM 0892614.7 |
 DL1507| CX5868 GARLAND RM 1                         35.852 METERS 11021     |
 DL1507| CX5869 GARLAND RM 2                         33.572 METERS 34349     |
 DL1507| CX5867 GARLAND AZ MK                                      3454855.1 |
 DL1507|---------------------------------------------------------------------|
 DL1507
 DL1507                          SUPERSEDED SURVEY CONTROL
 DL1507
 DL1507  ELLIP H (09/14/99)   44.27   (m)                       GP(       ) 4 1
 DL1507  NAD 83(1997)-  33 21 36.50986(N)    093 42 57.13377(W) AD(       ) 1
 DL1507  NAD 83(1997)-  33 21 36.51149(N)    093 42 57.12808(W) AD(       ) 1
 DL1507  ELLIP H (01/21/93)   44.04   (m)                       GP(       ) 4 2
 DL1507  NAD 83(1986)-  33 21 36.51475(N)    093 42 57.12638(W) AD(       ) 1
 DL1507  NAD 27      -  33 21 36.06200(N)    093 42 56.47900(W) AD(       ) 2
 DL1507  NGVD 29 (11/13/90)   71.0    (m)          233.     (f) GPS OBS        
 DL1507
 DL1507.Superseded values are not recommended for survey control.
 DL1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1507.See file dsdata.txt to determine how the superseded data were derived.
 DL1507
 DL1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3339891442(NAD 83)
 DL1507_MARKER: DS = TRIANGULATION STATION DISK
 DL1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1507_SP_SET: CONCRETE POST
 DL1507_STAMPING: GARLAND 1951
 DL1507_MARK LOGO: CGS   
 DL1507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1507+STABILITY: SURFACE MOTION
 DL1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1507+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 DL1507
 DL1507  HISTORY     - Date     Condition        Report By
 DL1507  HISTORY     - 1951     MONUMENTED       CGS
 DL1507  HISTORY     - 1951     GOOD             CGS
 DL1507  HISTORY     - 1963     GOOD             CGS
 DL1507  HISTORY     - 19890910 GOOD             NGS
 DL1507  HISTORY     - 19900319 GOOD
 DL1507  HISTORY     - 20040624 GOOD             ARHD
 DL1507
 DL1507                          STATION DESCRIPTION
 DL1507
 DL1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1507'THE STATION IS LOCATED NEAR THE WEST EDGE OF THE VILLAGE OF
 DL1507'GARLAND, ON THE GROUNDS OF THE GARLAND HIGH SCHOOL, 145 FEET
 DL1507'EAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 97
 DL1507'FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 82, AND 40
 DL1507'FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD.
 DL1507'
 DL1507'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 DL1507'HIGHWAY NO. 82 FOR 0.35 MILE TO THE MARK ON THE RIGHT AS
 DL1507'DESCRIBED.
 DL1507'
 DL1507'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 DL1507'STAMPED GARLAND 1951.
 DL1507'
 DL1507'REFERENCE MARK NO. 1 IS 54 FEET SOUTHWEST OF THE CENTER OF
 DL1507'U.S. HIGHWAY NO. 82, AND 14 FEET WEST OF A POWER LINE POLE.
 DL1507'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED GARLAND NO 1
 DL1507'1951.
 DL1507'
 DL1507'REFERENCE MARK NO. 2 IS 45 FEET SOUTHWEST OF THE CENTER OF U.S.
 DL1507'HIGHWAY NO. 82, AND 22 FEET SOUTH OF A POWER LINE POLE.
 DL1507'IT PROJECTS 1 INCH, AND THE DISK IS STAMPED GARLAND NO 2 1951.
 DL1507'
 DL1507'THE AZIMUTH MARK IS 44 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 DL1507'NO. 82, 29 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 DL1507'METAL BUILDING, AND 2 FEET SOUTH OF A POWER LINE POLE.
 DL1507'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED GARLAND 1951.
 DL1507'
 DL1507'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 DL1507'12-INCH SQUARE CONCRETE POST.  THE AZIMUTH MARK AND THE REFERENCE
 DL1507'MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DL1507'CYLINDERS.
 DL1507'
 DL1507'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1507
 DL1507                          STATION RECOVERY (1951)
 DL1507
 DL1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 DL1507'RECOVERED IN GOOD CONDITION.
 DL1507
 DL1507                          STATION RECOVERY (1963)
 DL1507
 DL1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1507'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1507'CONDITION.  THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE
 DL1507'FOR RECOVERY.
 DL1507
 DL1507                          STATION RECOVERY (1989)
 DL1507
 DL1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DL1507'STATION IS LOCATED ABOUT 19.0 KM (11.8 MI) NORTHEAST OF FOUKE, 12.3 KM
 DL1507'(7.6 MI) WEST OF LEWISVILLE, AND 0.5 KM (0.3 MI) NORTHWEST OF
 DL1507'GARLAND.  AT THE GARLAND ELEMENTARY SCHOOL. OWNERSHIP--CITY OF
 DL1507'GARLAND.
 DL1507'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 82 AND STATE HIGHWAY 134 IN
 DL1507'GARLAND.  GO NORTHWEST ON U.S.HIGHWAY 82 FOR 0.53 KM (0.33 MI) TO THE
 DL1507'GARLAND ELEMENTARY SCHOOL AND THE STATION ON THE LEFT.  IN THE
 DL1507'SOUTHEAST PART ON THE SCHOOL LAWN.
 DL1507'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---GARLAND 1951---.
 DL1507'SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 DL1507'GROUND.  IT IS 44.6 M (146.3 FT) EAST OF THE SOUTHEAST CORNER OF THE
 DL1507'BRICK SCHOOL BUILDING, 29.3 M (96.1 FT) SOUTHWEST OF THE CENTERLINE
 DL1507'OF U.S.HIGHWAY 82, 27.6 M (90.6 FT) NORTHWEST OF UTILITY POLE NUMBER
 DL1507'1016U, AND 24.2 M (79.4 FT) NORTHEAST OF UTILITY POLE NUMBER 128
 DL1507'08-204 09-A WITH A STREET LIGHT AND TRANSFORMER.
 DL1507'IN WET WEATHER LEAVE TRUCK ON HIGHWAY OR SCHOOL PARKING LOT.
 DL1507'THIS STATION IS ALSO AN NGS BENCH MARK.
 DL1507'DESCRIBED BY E.J.HANSMANN.
 DL1507
 DL1507                          STATION RECOVERY (1990)
 DL1507
 DL1507'RECOVERED 1990
 DL1507'RECOVERED IN GOOD CONDITION.
 DL1507
 DL1507                          STATION RECOVERY (2004)
 DL1507
 DL1507'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 DL1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0700 ***********************************************************************
 DL0700  DESIGNATION -  GARLAND 1 BOLT
 DL0700  PID         -  DL0700
 DL0700  STATE/COUNTY-  AR/MILLER
 DL0700  USGS QUAD   -  GARLAND (1975)
 DL0700
 DL0700                         *CURRENT SURVEY CONTROL
 DL0700  ___________________________________________________________________
 DL0700* NAD 83(1986)-  33 21 50.     (N)    093 42 26.     (W)     SCALED    
 DL0700* NAVD 88     -        70.12   (+/-2cm)     230.1    (feet)  VERTCON   
 DL0700  ___________________________________________________________________
 DL0700  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL0700
 DL0700  VERT ORDER  -  ? (See Below)
 DL0700
 DL0700.The horizontal coordinates were scaled from a topographic map and have
 DL0700.an estimated accuracy of +/- 6 seconds.
 DL0700
 DL0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0700.The vertical order pertains to the NGVD 29 superseded value.
 DL0700
 DL0700.The geoid height was determined by GEOID03.
 DL0700
 DL0700;                    North         East    Units  Estimated Accuracy
 DL0700;SPC AR S     -   478,660.      241,120.      MT  (+/- 180 meters Scaled)
 DL0700
 DL0700                          SUPERSEDED SURVEY CONTROL
 DL0700
 DL0700  NGVD 29 (??/??/92)   70.158  (m)          230.18   (f) ADJ UNCH    ?  
 DL0700
 DL0700.Superseded values are not recommended for survey control.
 DL0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0700.See file dsdata.txt to determine how the superseded data were derived.
 DL0700
 DL0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS342918(NAD 83)
 DL0700_MARKER: B = BOLT
 DL0700_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0700_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0700
 DL0700  HISTORY     - Date     Condition        Report By
 DL0700  HISTORY     - UNK      MONUMENTED       USE
 DL0700  HISTORY     - 1935     GOOD             NGS
 DL0700
 DL0700                          STATION DESCRIPTION
 DL0700
 DL0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0700'IN GARLAND.
 DL0700'AT GARLAND, MILLER COUNTY, 1,043 FEET NORTH OF P.B.M. GARLAND 2
 DL0700'(U.S.E.), DESCRIBED ABOVE, 60 FEET SOUTHEAST OF THE TOWN WELL, 12 FEET
 DL0700'SOUTH OF THE NORTHWEST CORNER OF THE WATT CRANK YARD, AND 6 FEET WEST
 DL0700'OF A FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 DL0700'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 DL0700'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2083 ***********************************************************************
 DK2083  DESIGNATION -  GARNER
 DK2083  PID         -  DK2083
 DK2083  STATE/COUNTY-  AR/ASHLEY
 DK2083  USGS QUAD   -  FOUNTAIN HILL (1971)
 DK2083
 DK2083                         *CURRENT SURVEY CONTROL
 DK2083  ___________________________________________________________________
 DK2083* NAD 83(1997)-  33 17 43.06234(N)    091 49 22.16390(W)     ADJUSTED  
 DK2083* NAVD 88     -        65.55   (+/-2cm)     215.1    (feet)  VERTCON   
 DK2083  ___________________________________________________________________
 DK2083  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DK2083  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DK2083
 DK2083  HORZ ORDER  -  FIRST
 DK2083  VERT ORDER  -  THIRD ? (See Below)
 DK2083
 DK2083.The horizontal coordinates were established by classical geodetic methods
 DK2083.and adjusted by the National Geodetic Survey in September 1999..
 DK2083
 DK2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2083.The vertical order pertains to the NGVD 29 superseded value.
 DK2083
 DK2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2083
 DK2083.The geoid height was determined by GEOID03.
 DK2083
 DK2083;                    North         East     Units Scale Factor Converg.
 DK2083;SPC AR S     -   469,738.106   416,502.364   MT  1.00000105   +0 05 57.0
 DK2083;SPC AR S     - 1,541,132.44  1,366,474.84   sFT  1.00000105   +0 05 57.0
 DK2083;UTM  15      - 3,684,642.295   609,602.251   MT  0.99974810   +0 38 46.6
 DK2083
 DK2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2083!SPC AR S     -   0.99999375  x   1.00000105  =   0.99999480
 DK2083!UTM  15      -   0.99999375  x   0.99974810  =   0.99974185
 DK2083
 DK2083|---------------------------------------------------------------------|
 DK2083| PID    Reference Object                     Distance      Geod. Az  |
 DK2083|                                                           dddmmss.s |
 DK2083| CY6084 GARNER RM 3                          10.970 METERS 06554     |
 DK2083| CY6085 GARNER RM 4                          17.465 METERS 14941     |
 DK2083| DK2070 HAMBURG MUNICIPAL TANK              APPROX. 8.0 KM 1593535.9 |
 DK2083| CY6080 GARNER AZ MK                                       1640253.8 |
 DK2083| CY6081 GARNER AZ MK RESET                                 16610     |
 DK2083| CY6082 GARNER RM 1                          37.393 METERS 21024     |
 DK2083| DK2078 CROSSETT AMER LUMBER CO STACK       APPROX.21.8 KM 2171107.4 |
 DK2083| CY6083 GARNER RM 2                          45.564 METERS 30312     |
 DK2083|---------------------------------------------------------------------|
 DK2083
 DK2083                          SUPERSEDED SURVEY CONTROL
 DK2083
 DK2083  NAD 83(1986)-  33 17 43.07435(N)    091 49 22.15842(W) AD(       ) 1
 DK2083  NAD 27      -  33 17 42.64900(N)    091 49 21.69000(W) AD(       ) 1
 DK2083  NGVD 29 (07/19/86)   65.63   (m)          215.3    (f) LEVELING    3  
 DK2083
 DK2083.Superseded values are not recommended for survey control.
 DK2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2083.See file dsdata.txt to determine how the superseded data were derived.
 DK2083
 DK2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0960284642(NAD 83)
 DK2083_MARKER: DS = TRIANGULATION STATION DISK
 DK2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2083+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 DK2083
 DK2083  HISTORY     - Date     Condition        Report By
 DK2083  HISTORY     - 1939     MONUMENTED       CGS
 DK2083  HISTORY     - 1962     GOOD             CGS
 DK2083  HISTORY     - 20040303 GOOD             INDIV
 DK2083
 DK2083                          STATION DESCRIPTION
 DK2083
 DK2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2083'STATION IS LOCATED ABOUT 4.8 MILES S OF FOUNTAIN HILL, 5.6 MILES
 DK2083'N OF HAMBURG, 0.5 MILE N OF ROAD W TO HOUSE OF W.T. GARNER, AND
 DK2083'SIGNS HAMBURG 4 MILES AND MONTICELLO 26.4 MILES, 57 FEET E OF
 DK2083'CENTER LINE OF ARKANSAS 13, 16.8 FEET E OF CONCRETE HIGHWAY
 DK2083'RIGHT-OF-WAY MARKER PROJECTING 15 INCHES ABOVE GROUND E OF
 DK2083'HIGHWAY.  IT IS IN A SMALL CLEARING IN OPEN TIMBERLAND OWNED BY
 DK2083'CROSSETT LUMBER COMPANY.  IT IS ALSO 150 PACES S OF JOE MC
 DK2083'GILTONS MAIL BOX WHICH IS ON W SIDE OF ARKANSAS 13, AT DIRT ROAD
 DK2083'W.  MARK IS STAMPED GARNER 1939 AND PROJECTS 3 INCHES.
 DK2083'
 DK2083'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2083'BRONZE DISKS SET IN CONCRETE.
 DK2083'
 DK2083'REFERENCE MARK NO. 1 IS 40.5 FEET W OF CENTER LINE OF ARKANSAS
 DK2083'13, STAMPED GARNER NO. 1 1939 AND PROJECTS 6 INCHES AND IS
 DK2083'LOCATED SW OF STATION.  REFERENCE MARK NO. 2 IS 39.7 FEET W
 DK2083'OF CENTER LINE OF ARKANSAS 13, STAMPED GARNER NO. 2 1939 AND
 DK2083'PROJECTS 6 INCHES AND IS LOCATED NW OF STATION.
 DK2083'
 DK2083'AZIMUTH MARK IS LOCATED 1.4 MILES S OF STATION ON ARKANSAS 13,
 DK2083'35.5 FEET W OF CENTER LINE, 26 FEET NE OF 14-INCH OAK TREE WITH
 DK2083'TRIANGLE BLAZE, 41-3/4 FEET SSE OF 12-INCH OAK TREE WITH TRIANGLE
 DK2083'BLAZE.  IT IS ALSO 0.25 MILE (SPEEDOMETER) N OF PLANK DRIVEWAY (W)
 DK2083'TO HOUSE OF L. HOWARD, 0.85 MILE S (SPEEDOMETER) OF DIRT ROAD W
 DK2083'TO HOUSE OF W.T. GARNER, AND SIGN HAMBURG 4 MILES, AND MONTICELLO
 DK2083'26.4 MILES, AND PROJECTS 3 INCHES.
 DK2083'
 DK2083'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DK2083
 DK2083                          STATION RECOVERY (1962)
 DK2083
 DK2083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AKH)
 DK2083'THE STATION WAS VISITED 8-9-62 AND THE STATION MARK, AZIMUTH MARK
 DK2083'AND REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 DK2083'THE AZIMUTH MARK AND REFERENCE MARKS WERE REQUESTED MOVED OUT OF
 DK2083'THE RIGHT-OF-WAY LIMITS OF CONSTRUCTION.  THE AZIMUTH MARK WAS
 DK2083'RESET ABOUT 1.0 MILE NORTH OF THE ORIGINAL MARK, REFERENCE MARKS
 DK2083'NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.  THE DISKS FOR
 DK2083'REFERENCE MARKS NO. 1 AND NO. 2 AND THE ORIGINAL AZIMUTH WERE
 DK2083'RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 DK2083'
 DK2083'THE STATION IS LOCATED ABOUT 4.7 MILES SOUTH ALONG STATE HIGHWAY 81
 DK2083'FROM FOUNTAIN HILL AND ABOUT 5.5 MILES NORTH OF HAMBURG, 0.5 MILE
 DK2083'NORTH OF A CROSSROADS AND 56 FEET EAST OF STATE HIGHWAY 81 AT
 DK2083'STATION 264-00.  IT IS 54 FEET NORTH OF A POWER POLE, 15 FEET
 DK2083'WEST-NORTHWEST OF AN 18-INCH PINE TREE, AND 1 FOOT EAST OF A METAL
 DK2083'WITNESS POST.  IT IS A STANDARD DISK, STAMPED GARNER 1939,
 DK2083'PROJECTING 1 INCH.
 DK2083'
 DK2083'REFERENCE MARK NO. 3 IS 35.99 FEET EAST OF THE STATION, 93 FEET
 DK2083'EAST OF THE CENTER OF THE ROAD, 23 FEET EAST-NORTHEAST OF AN 18-INCH
 DK2083'PINE TREE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 DK2083'STANDARD DISK, STAMPED GARNER NO 3 1939, PROJECTS 6 INCHES
 DK2083'
 DK2083'REFERENCE MARK NO. 4 IS 57.30 FEET SOUTH-SOUTHEAST OF THE STATION,
 DK2083'70 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 81, 29 FEET
 DK2083'NORTH-NORTHWEST OF A 2-FOOT PINE TREE, 28 FEET SOUTH OF A 2-FOOT
 DK2083'PINE TREE, 10 FEET SOUTHEAST OF A POWER POLE, AND 1 FOOT EAST OF
 DK2083'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED GARNER NO 4
 DK2083'1959, PROJECTING 4 INCHES.
 DK2083'
 DK2083'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION IN THE SOUTHWEST
 DK2083'ANGLE OF THE CROSSROADS, 59 FEET WEST OF THE CENTERLINE OF STATE
 DK2083'HIGHWAY 81, 52 FEET SOUTH OF THE CENTER OF THE GRAVELED ROADLEADING
 DK2083'WEST, 37 FEET EAST OF A 3-FOOT PINE TREE, 19 FEET SOUTHEAST OF
 DK2083'A 2-FOOT PINE TREE, 40 FEET SOUTH OF A POWER POLE, 113 FEET
 DK2083'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE HOUSE,
 DK2083'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 DK2083'DISK, STAMPED GARNER RESET 1962, PROJECTING 4 INCHES.
 DK2083'
 DK2083'TO REACH THE STATION FROM FOUNTAIN HILL, GO SOUTH ON STATE HIGHWAY
 DK2083'81 FOR 4.7 MILES TO THE MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.5
 DK2083'MILE TO THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHWEST ANGLE OF
 DK2083'THE CROSSROAD.
 DK2083
 DK2083                          STATION RECOVERY (2004)
 DK2083
 DK2083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MMW)
 DK2083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3056 ***********************************************************************
 EH3056  DESIGNATION -  GART
 EH3056  PID         -  EH3056
 EH3056  STATE/COUNTY-  AR/ARKANSAS
 EH3056  USGS QUAD   -  STUTTGART NORTH (1969)
 EH3056
 EH3056                         *CURRENT SURVEY CONTROL
 EH3056  ___________________________________________________________________
 EH3056* NAD 83(1997)-  34 30 37.87261(N)    091 32 28.91712(W)     ADJUSTED  
 EH3056* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 EH3056  ___________________________________________________________________
 EH3056  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EH3056  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH3056
 EH3056  HORZ ORDER  -  SECOND
 EH3056
 EH3056.The horizontal coordinates were established by classical geodetic methods
 EH3056.and adjusted by the National Geodetic Survey in September 1999..
 EH3056
 EH3056.The orthometric height was scaled from a topographic map.
 EH3056
 EH3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3056
 EH3056.The geoid height was determined by GEOID03.
 EH3056
 EH3056;                    North         East     Units Scale Factor Converg.
 EH3056;SPC AR S     -   604,603.592   442,113.534   MT  0.99995290   +0 15 24.1
 EH3056;SPC AR S     - 1,983,603.62  1,450,500.82   sFT  0.99995290   +0 15 24.1
 EH3056;UTM  15      - 3,819,729.540   633,895.746   MT  0.99982098   +0 49 35.5
 EH3056
 EH3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3056!SPC AR S     -   0.99999381  x   0.99995290  =   0.99994672
 EH3056!UTM  15      -   0.99999381  x   0.99982098  =   0.99981480
 EH3056
 EH3056|---------------------------------------------------------------------|
 EH3056| PID    Reference Object                     Distance      Geod. Az  |
 EH3056|                                                           dddmmss.s |
 EH3056| CY6087 GART RM 1                             5.419 METERS 02830     |
 EH3056| CY6088 GART RM 2                             7.922 METERS 14821     |
 EH3056| EH2986 STUTTGART RAD STA KKD 269 TWR       APPROX. 3.8 KM 1790927.3 |
 EH3056| CY6086 GART AZ MK                                         2573154.9 |
 EH3056| CY6089 GART RM 3                             3.655 METERS 26729     |
 EH3056|---------------------------------------------------------------------|
 EH3056
 EH3056                          SUPERSEDED SURVEY CONTROL
 EH3056
 EH3056  NAD 83(1986)-  34 30 37.87931(N)    091 32 28.91191(W) AD(       ) 2
 EH3056  NAD 27      -  34 30 37.52962(N)    091 32 28.45042(W) AD(       ) 2
 EH3056
 EH3056.Superseded values are not recommended for survey control.
 EH3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3056.See file dsdata.txt to determine how the superseded data were derived.
 EH3056
 EH3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3389619730(NAD 83)
 EH3056_MARKER: DS = TRIANGULATION STATION DISK
 EH3056_SETTING: 0 = UNSPECIFIED SETTING
 EH3056
 EH3056  HISTORY     - Date     Condition        Report By
 EH3056  HISTORY     - 1965     MONUMENTED       CGS
 EH3056  HISTORY     - 1967     GOOD             CGS
 EH3056
 EH3056                          STATION DESCRIPTION
 EH3056
 EH3056'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3056'THE STATION IS LOCATED NEAR THE WEST CORNER, ON THE TOP OF
 EH3056'THE HARTZ SEED COMPANY ELEVATOR, WHICH IS 200 FEET HIGH,
 EH3056'0.2 MILE SOUTH-SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY
 EH3056'79 AND STATE HIGHWAY 11, IN THE NORTHEAST EDGE OF STUTTGART,
 EH3056'ALONG THE SOUTH SIDE OF A RAILROAD TRACK.
 EH3056'
 EH3056'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 EH3056'79 AND STATE HIGHWAY 11, GO SOUTHWEST ON HIGHWAY 79 FOR
 EH3056'0.45 MILE TO A DRIVEWAY ON THE LEFT, THE TOWNSEND LUMBER
 EH3056'COMPANY OFFICE BUILDING IN THE SOUTHEAST ANGLE, AND THE
 EH3056'AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 EH3056'
 EH3056'STATION MARK IS A STANDARD DISK STAMPED GART 1965, CEMENTED
 EH3056'IN A DRILLED HOLE IN THE CONCRETE ROOF OF THE ELEVATOR, WHICH
 EH3056'IS COVERED WITH TAR AND GRAVEL.  IT IS 12.0 FEET EAST OF THE
 EH3056'WEST CORNER OF THE ELEVATOR, 7.5 FEET SOUTHEAST OF THE NORTHWEST
 EH3056'EDGE OF THE ROOF, AND 2.5 FEET NORTHEAST OF A 12 INCH I-BEAM.
 EH3056'
 EH3056'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GART NO 1
 EH3056'1965, IS CEMENTED IN A DRILLED HOLE IN THE ROOF OF THE ELEVATOR.
 EH3056'IT IS 2.9 FEET SOUTH OF THE NORTH CORNER OF THE TOP OF THE
 EH3056'ELEVATOR.
 EH3056'
 EH3056'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GART NO 2
 EH3056'1965, IS CEMENTED IN A DRILLED HOLE IN THE ROOF OF THE ELEVATOR.
 EH3056'IT IS 6.25 FEET NORTH OF THE EAST CORNER OF THE TOP OF THE
 EH3056'ELEVATOR.
 EH3056'
 EH3056'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GART NO 3
 EH3056'1965, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 EH3056'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 EH3056'ON THE GROUND, NEAR THE WEST CORNER OF THE ELEVATOR.  IT
 EH3056'IS 2 FEET NORTHWEST OF THE MOST NORTHWEST ROUND GRAIN BENDS,
 EH3056'13 FEET SOUTHWEST OF THE CENTER OF A DOUBLE DOOR ON THE
 EH3056'NORTHWEST SIDE OF THE ELEVATOR, AND 1 FOOT WEST OF THE WEST
 EH3056'CORNER OF THE ELEVATOR.  NOTE- THIS R.M. HAS AN UNDERGROUND
 EH3056'DISK 45 INCHES BELOW THE SURFACE.
 EH3056'
 EH3056'AZIMUTH MARK, A STANDARD DISK STAMPED GART 1965, IS SET
 EH3056'IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 EH3056'OF THE GROUND.  IT IS 46.7 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 EH3056'OF U.S. HIGHWAY 79, 36 FEET NORTHWEST OF CYCLONE FENCE CORNER,
 EH3056'31 FEET WEST-SOUTHWEST OF THE CENTER OF A DRIVEWAY, AND
 EH3056'7 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE.
 EH3056'
 EH3056'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EH3056
 EH3056                          STATION RECOVERY (1967)
 EH3056
 EH3056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3056'STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1857 ***********************************************************************
 EJ1857  DESIGNATION -  GAS
 EJ1857  PID         -  EJ1857
 EJ1857  STATE/COUNTY-  AR/HOT SPRING
 EJ1857  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1857
 EJ1857                         *CURRENT SURVEY CONTROL
 EJ1857  ___________________________________________________________________
 EJ1857* NAD 83(1997)-  34 15 17.66526(N)    092 49 34.48440(W)     ADJUSTED  
 EJ1857* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 EJ1857  ___________________________________________________________________
 EJ1857  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 EJ1857  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EJ1857
 EJ1857  HORZ ORDER  -  SECOND
 EJ1857
 EJ1857.The horizontal coordinates were established by classical geodetic methods
 EJ1857.and adjusted by the National Geodetic Survey in September 1999..
 EJ1857
 EJ1857.The orthometric height was scaled from a topographic map.
 EJ1857
 EJ1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1857
 EJ1857.The geoid height was determined by GEOID03.
 EJ1857
 EJ1857;                    North         East     Units Scale Factor Converg.
 EJ1857;SPC AR S     -   576,463.125   323,902.704   MT  0.99992585   -0 27 44.8
 EJ1857;SPC AR S     - 1,891,279.44  1,062,670.79   sFT  0.99992585   -0 27 44.8
 EJ1857;UTM  15      - 3,790,433.803   515,997.757   MT  0.99960315   +0 05 52.1
 EJ1857
 EJ1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1857!SPC AR S     -   0.99998109  x   0.99992585  =   0.99990694
 EJ1857!UTM  15      -   0.99998109  x   0.99960315  =   0.99958425
 EJ1857
 EJ1857:                Primary Azimuth Mark                     Grid Az
 EJ1857:SPC AR S     -  TWIN OAKS RAD STA KKE 96 NW TR           030 01 43.5
 EJ1857:UTM  15      -  TWIN OAKS RAD STA KKE 96 NW TR           029 28 06.6
 EJ1857
 EJ1857|---------------------------------------------------------------------|
 EJ1857| PID    Reference Object                     Distance      Geod. Az  |
 EJ1857|                                                           dddmmss.s |
 EJ1857| EJ1856 TWIN OAKS RAD STA KKE 96 NW TR      APPROX. 1.9 KM 0293358.7 |
 EJ1857| EJ1865 GIFFORD                             APPROX.10.8 KM 0334003.1 |
 EJ1857| EJ1863 ARKANSAS FORESTRY COMM LOT 51       APPROX. 7.0 KM 0650243.0 |
 EJ1857| EJ1841 ROLLA RADIO STA KCY 29 MAST         APPROX. 9.2 KM 1260011.1 |
 EJ1857| CY6091 GAS RM 3                             89.185 METERS 22904     |
 EJ1857| EJ1862 WYU                                   9.068 METERS 25615     |
 EJ1857| EJ1960 JACK MOUNTAIN RAD STA KEO 70        APPROX.24.0 KM 3025431.0 |
 EJ1857| CY6090 GAS RM 1                             37.088 METERS 34920     |
 EJ1857|---------------------------------------------------------------------|
 EJ1857
 EJ1857                          SUPERSEDED SURVEY CONTROL
 EJ1857
 EJ1857  NAD 83(1986)-  34 15 17.67568(N)    092 49 34.47545(W) AD(       ) 2
 EJ1857  NAD 27      -  34 15 17.33759(N)    092 49 33.86958(W) AD(       ) 2
 EJ1857
 EJ1857.Superseded values are not recommended for survey control.
 EJ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1857.See file dsdata.txt to determine how the superseded data were derived.
 EJ1857
 EJ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1599890434(NAD 83)
 EJ1857_MARKER: DS = TRIANGULATION STATION DISK
 EJ1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1857
 EJ1857  HISTORY     - Date     Condition        Report By
 EJ1857  HISTORY     - 1964     MONUMENTED       CGS
 EJ1857  HISTORY     - 19751101 GOOD             USGS
 EJ1857  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1857
 EJ1857                          STATION DESCRIPTION
 EJ1857
 EJ1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1857'ABOUT 7 MILES SOUTH OF MALVERN, 5 MILES EAST OF DONALDSON,
 EJ1857'IN THE NORTHWEST 1/4 OF SEC. 34, T-5-S, R-17-W, AND ON THE
 EJ1857'PROPERTY OF THE INTERNATIONAL PAPER COMPANY.  IT IS 57 FEET
 EJ1857'SOUTHEAST OF THE INTERSECTION OF THE GRAVELED ROAD SOUTH AND
 EJ1857'A GRAVELED ROAD EAST (JACKSON TRAIL), 34 FEET SOUTH OF THE
 EJ1857'CENTERLINE OF JACKSON TRAIL, 20 FEET EAST OF A 14 INCH OAK
 EJ1857'TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE, AND 6 FEET
 EJ1857'NORTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 EJ1857'AND THE DISK IS STAMPED GAS 1964.
 EJ1857'
 EJ1857'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 270,
 EJ1857'AND 67 IN DOWNTOWN MALVERN, GO SOUTHERLY ON HIGHWAY 67 FOR 1.1
 EJ1857'MILES TO A ROAD FORK AND HIGHWAY 67 CURVES TO THE RIGHT.
 EJ1857'TAKE THE LEFT FORK AND CONTINUE SOUTH ON THE PAVED ROAD FOR
 EJ1857'0.15 MILE TO A ROAD FORK.  KEEP THE LEFT FORK AND CONTINUE
 EJ1857'SOUTHERLY ON THE PAVED ROAD FOR 5.8 MILES TO THE NATURAL GAS
 EJ1857'PIPELINE COMPANY OF AMERICA PLANT ON THE LEFT AND THE END
 EJ1857'OF PAVEMENT.  CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR
 EJ1857'1.05 MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHERLY ON THE
 EJ1857'GRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT (JACKSON
 EJ1857'TRAIL) AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 EJ1857'INTERSECTION.
 EJ1857'
 EJ1857'REFERENCE MARK 1 IS 127 FEET NORTHWEST OF THE WITNESS POST, 20
 EJ1857'FEET SOUTHEAST OF A 12 INCH PINE TREE AND 17 FEET WEST OF THE
 EJ1857'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 2
 EJ1857'INCHES AND THE DISK IS STAMPED GAS NO 1 1964.
 EJ1857'
 EJ1857'WYU (ARK. GEOD. S.) IS A STANDARD U.S. COAST AND GEODETIC
 EJ1857'SURVEY AND STATE SURVEY DISK SET IN THE TOP OF A 6 X 6 INCH
 EJ1857'CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 45 FEET SOUTHEAST
 EJ1857'OF THE INTERSECTION, 33 FEET WEST OF THE WITNESS POST AND 14
 EJ1857'FEET SOUTHWEST OF THE 14 INCH OAK TREE.  THE DISK IS STAMPED
 EJ1857'WYU 1942.
 EJ1857'
 EJ1857'REFERENCE MARK 3 IS 20 FEET NORTHWEST OF THE CENTERLINE OF THE
 EJ1857'GRAVELED ROAD, 4 FEET SOUTHWEST OF AN 8 INCH PINE TREE AND 2
 EJ1857'FEET NORTHEAST OF A WITNESS POST.  THE MONUMENT PROJECTS
 EJ1857'2 INCHES AND THE DISK IS STAMPED GAS NO 3 1964.
 EJ1857'
 EJ1857'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EJ1857
 EJ1857                          STATION RECOVERY (1975)
 EJ1857
 EJ1857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (AEN)
 EJ1857'RECOVERED IN GOOD CONDITION.
 EJ1857
 EJ1857                          STATION RECOVERY (1998)
 EJ1857
 EJ1857'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2044 ***********************************************************************
 EJ2044  DESIGNATION -  GASTON
 EJ2044  PID         -  EJ2044
 EJ2044  STATE/COUNTY-  AR/MONTGOMERY
 EJ2044  USGS QUAD   -  ODEN (1985)
 EJ2044
 EJ2044                         *CURRENT SURVEY CONTROL
 EJ2044  ___________________________________________________________________
 EJ2044* NAD 83(1997)-  34 34 07.89355(N)    093 47 03.89538(W)     ADJUSTED  
 EJ2044* NAVD 88     -       430.7    (meters)    1413.     (feet)  VERTCON   
 EJ2044  ___________________________________________________________________
 EJ2044  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 EJ2044  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EJ2044
 EJ2044  HORZ ORDER  -  SECOND
 EJ2044
 EJ2044.The horizontal coordinates were established by classical geodetic methods
 EJ2044.and adjusted by the National Geodetic Survey in September 1999..
 EJ2044
 EJ2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2044
 EJ2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2044
 EJ2044.The geoid height was determined by GEOID03.
 EJ2044
 EJ2044;                    North         East     Units Scale Factor Converg.
 EJ2044;SPC AR S     -   612,407.700   236,268.726   MT  0.99996187   -0 59 55.4
 EJ2044;SPC AR S     - 2,009,207.60    775,158.31   sFT  0.99996187   -0 59 55.4
 EJ2044;UTM  15      - 3,825,512.378   428,046.577   MT  0.99966381   -0 26 42.3
 EJ2044
 EJ2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2044!SPC AR S     -   0.99993694  x   0.99996187  =   0.99989881
 EJ2044!UTM  15      -   0.99993694  x   0.99966381  =   0.99960077
 EJ2044
 EJ2044|---------------------------------------------------------------------|
 EJ2044| PID    Reference Object                     Distance      Geod. Az  |
 EJ2044|                                                           dddmmss.s |
 EJ2044| EJ2045 GASTON LOOKOUT TOWER                  6.100 METERS 02001     |
 EJ2044| CX5870 GASTON AZ MK                                       1090030.5 |
 EJ2044| CX5871 GASTON RM 1                          17.505 METERS 21827     |
 EJ2044| CX5872 GASTON RM 2                          20.556 METERS 33155     |
 EJ2044|---------------------------------------------------------------------|
 EJ2044
 EJ2044                          SUPERSEDED SURVEY CONTROL
 EJ2044
 EJ2044  NAD 83(1997)-  34 34 07.90076(N)    093 47 03.89160(W) AD(       ) 2
 EJ2044  NAD 83(1986)-  34 34 07.90184(N)    093 47 03.88819(W) AD(       ) 2
 EJ2044  NAD 27      -  34 34 07.53480(N)    093 47 03.19030(W) AD(       ) 2
 EJ2044  NGVD 29 (07/19/86)  430.6    (m)         1413.     (f) VERT ANG       
 EJ2044
 EJ2044.Superseded values are not recommended for survey control.
 EJ2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2044.See file dsdata.txt to determine how the superseded data were derived.
 EJ2044
 EJ2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2804725512(NAD 83)
 EJ2044_MARKER: DS = TRIANGULATION STATION DISK
 EJ2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2044
 EJ2044  HISTORY     - Date     Condition        Report By
 EJ2044  HISTORY     - 1956     MONUMENTED       CGS
 EJ2044  HISTORY     - 1961     GOOD             CGS
 EJ2044  HISTORY     - 1973     GOOD             USFS
 EJ2044
 EJ2044                          STATION DESCRIPTION
 EJ2044
 EJ2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2044'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, AT
 EJ2044'THE SITE OF THE GASTON LOOKOUT TOWER.  IT IS ABOUT 10 MILES
 EJ2044'WEST OF MT IDA AND ABOUT 6 MILES SOUTHWEST OF PENCIL BLUFF.
 EJ2044'
 EJ2044'TO REACH FROM THE POST OFFICE IN PENCIL BLUFF, GO SOUTHEAST
 EJ2044'ON U.S. HIGHWAY 270 FOR 5.6 MILES TO A GRAVEL SIDE ROAD RIGHT.
 EJ2044'TURN RIGHT (WEST) AND GO 4.9 MILES TO A REVERSE FORK ON LEFT.
 EJ2044'KEEP STRAIGHT AHEAD (WEST) ON MAIN ROAD AND GO 1.0 MILE TO A
 EJ2044'CROSSROAD.  TURN RIGHT (NORTHWEST) AND GO 0.5 MILE TO A SIDE
 EJ2044'ROAD LEFT.  TURN LEFT (SOUTH) AND GO 1.3 MILES TO THE AZIMUTH
 EJ2044'MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD (SOUTHWEST) AND
 EJ2044'GO 1.2 MILES TO STATION AND LOOKOUT TOWER.
 EJ2044'
 EJ2044'THE STATION MARK, STAMPED GASTON 1956, IS A STANDARD BRONZE
 EJ2044'DISK SET IN A SQUARE CONCRETE BLOCK WHICH IS FLUSH WITH THE
 EJ2044'GROUND.
 EJ2044'
 EJ2044'REFERENCE MARK 1, STAMPED GASTON NO 1 1956, IS A STANDARD
 EJ2044'BRONZE DISK SET IN THE SOUTHWEST CORNER OF THE CONCRETE
 EJ2044'FOUNDATION OF AN OLD BUILDING.  THE MARK IS 4 FEET ABOVE THE
 EJ2044'GROUND.
 EJ2044'
 EJ2044'REFERENCE MARK 2, STAMPED GASTON NO 2 1956, IS A STANDARD
 EJ2044'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 EJ2044'PROJECTS 4 INCHES.  IT IS IN THE NORTHWEST EDGE OF THE CLEARING.
 EJ2044'
 EJ2044'THE AZIMUTH MARK, STAMPED GASTON 1956, IS A STANDARD BRONZE
 EJ2044'DISK SET IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS
 EJ2044'4 INCHES.  IT IS 35 FEET SOUTHEAST OF THE ROAD, 22 FEET
 EJ2044'EAST OF A TRIANGLE-BLAZED OAK TREE, AND 2 FEET SOUTHEAST OF
 EJ2044'A WHITE WITNESS POST.
 EJ2044
 EJ2044                          STATION RECOVERY (1961)
 EJ2044
 EJ2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2044'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2044'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EJ2044'FOR RECOVERY.
 EJ2044
 EJ2044                          STATION RECOVERY (1973)
 EJ2044
 EJ2044'RECOVERY NOTE BY US FOREST SERVICE 1973 (RAB)
 EJ2044'GASTON RECOVERED GOOD.
 EJ2044'
 EJ2044'RM 1 RECOVERED GOOD.
 EJ2044'
 EJ2044'RM 2 AND AZIMUTH MARK RECOVERED GOOD.
 EJ2044'
 EJ2044'LOOKOUT TOWER HAS BEEN REMOVED.
 EJ2044'ORIGINAL DESCRIPTION SHOULD NOTE THAT AZIMUTH MARK IS 1.1 MILES
 EJ2044'BEFORE REACHING STATION GASTON AND ABOUT 10 FEET HIGHER THAN THE
 EJ2044'ROAD.
 EJ2044'WHITE WITNESS POST AT AZIMUTH MARK IS IN GOOD CONDITION.
 EJ2044'
 EJ2044'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES S. OF ODEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2045 ***********************************************************************
 EJ2045  DESIGNATION -  GASTON LOOKOUT TOWER
 EJ2045  PID         -  EJ2045
 EJ2045  STATE/COUNTY-  AR/MONTGOMERY
 EJ2045  USGS QUAD   -  ODEN (1985)
 EJ2045
 EJ2045                         *CURRENT SURVEY CONTROL
 EJ2045  ___________________________________________________________________
 EJ2045* NAD 83(1997)-  34 34 08.07955(N)    093 47 03.81348(W)     ADJUSTED  
 EJ2045* NAVD 88     -                                                        
 EJ2045  ___________________________________________________________________
 EJ2045  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 EJ2045  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EJ2045
 EJ2045  HORZ ORDER  -  THIRD
 EJ2045
 EJ2045.The horizontal coordinates were established by classical geodetic methods
 EJ2045.and adjusted by the National Geodetic Survey in September 1999..
 EJ2045
 EJ2045
 EJ2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2045
 EJ2045.The geoid height was determined by GEOID03.
 EJ2045
 EJ2045;                    North         East     Units Scale Factor Converg.
 EJ2045;SPC AR S     -   612,413.394   236,270.913   MT  0.99996187   -0 59 55.3
 EJ2045;SPC AR S     - 2,009,226.28    775,165.49   sFT  0.99996187   -0 59 55.3
 EJ2045;UTM  15      - 3,825,518.091   428,048.708   MT  0.99966381   -0 26 42.3
 EJ2045
 EJ2045                          SUPERSEDED SURVEY CONTROL
 EJ2045
 EJ2045  NAD 83(1997)-  34 34 08.08676(N)    093 47 03.80969(W) AD(       ) 4
 EJ2045  NAD 83(1986)-  34 34 08.08784(N)    093 47 03.80628(W) AD(       ) 4
 EJ2045  NAD 27      -  34 34 07.72100(N)    093 47 03.10800(W) AD(       ) 3
 EJ2045
 EJ2045.Superseded values are not recommended for survey control.
 EJ2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2045.See file dsdata.txt to determine how the superseded data were derived.
 EJ2045
 EJ2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2804925518(NAD 83)
 EJ2045_MARKER: 57 = LOOKOUT TOWER
 EJ2045
 EJ2045  HISTORY     - Date     Condition        Report By
 EJ2045  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ2045
 EJ2045                          STATION DESCRIPTION
 EJ2045
 EJ2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2045'THE LOOKOUT TOWER IS LOCATED IN THE OUACHITA NATIONAL FOREST,
 EJ2045'ABOUT 9 MILES WEST OF MT IDA, AND ABOUT 6 MILES SOUTHWEST
 EJ2045'OF PENCIL BLUFF.  IT IS A 4-LEGGED STEEL STRUCTURE WITH A
 EJ2045'CABIN AT THE TOP, AND IS 70 FEET IN HEIGHT.
 EJ2045'
 EJ2045'THE CENTER OF THE CABIN (WHICH WAS THE POINT TRAVERSED TO)
 EJ2045'IS 20.0 FEET (6.10 METERS) NORTH-NORTHEAST OF TRIANGULATION
 EJ2045'STATION GASTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0934 ***********************************************************************
 FH0934  CBN         -  This is a Cooperative Base Network Control Station.
 FH0934  DESIGNATION -  GAYLOR
 FH0934  PID         -  FH0934
 FH0934  STATE/COUNTY-  AR/CRAWFORD
 FH0934  USGS QUAD   -  BRENTWOOD (1983)
 FH0934
 FH0934                         *CURRENT SURVEY CONTROL
 FH0934  ___________________________________________________________________
 FH0934* NAD 83(1997)-  35 45 11.02259(N)    094 06 54.46646(W)     ADJUSTED  
 FH0934* NAVD 88     -       636.879  (meters)    2089.49   (feet)  ADJUSTED  
 FH0934  ___________________________________________________________________
 FH0934  X           -    -371,904.065 (meters)                     COMP
 FH0934  Y           -  -5,169,188.594 (meters)                     COMP
 FH0934  Z           -   3,706,346.044 (meters)                     COMP
 FH0934  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FH0934  ELLIP HEIGHT-         608.64  (meters)          (09/21/01) GPS OBS
 FH0934  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FH0934  DYNAMIC HT  -         636.271 (meters)    2087.50  (feet)  COMP
 FH0934  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 FH0934
 FH0934  HORZ ORDER  -  B
 FH0934  VERT ORDER  -  FIRST     CLASS II
 FH0934  ELLP ORDER  -  FOURTH    CLASS II
 FH0934
 FH0934.The horizontal coordinates were established by GPS observations
 FH0934.and adjusted by the National Geodetic Survey in September 1997..
 FH0934
 FH0934.The orthometric height was determined by differential leveling
 FH0934.and adjusted by the National Geodetic Survey in June 1991..
 FH0934
 FH0934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0934
 FH0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0934
 FH0934.The ellipsoidal height was determined by GPS observations
 FH0934.and is referenced to NAD 83.
 FH0934
 FH0934.The geoid height was determined by GEOID03.
 FH0934
 FH0934.The dynamic height is computed by dividing the NAVD 88
 FH0934.geopotential number by the normal gravity value computed on the
 FH0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0934.degrees latitude (g = 980.6199 gals.).
 FH0934
 FH0934.The modeled gravity was interpolated from observed gravity values.
 FH0934
 FH0934;                    North         East     Units Scale Factor Converg.
 FH0934;SPC AR N     -   159,562.014   208,725.491   MT  0.99994026   -1 13 50.9
 FH0934;SPC AR N     -   523,496.37    684,793.55   sFT  0.99994026   -1 13 50.9
 FH0934;UTM  15      - 3,957,133.256   399,181.595   MT  0.99972525   -0 39 05.8
 FH0934
 FH0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0934!SPC AR N     -   0.99990448  x   0.99994026  =   0.99984475
 FH0934!UTM  15      -   0.99990448  x   0.99972525  =   0.99962976
 FH0934
 FH0934|---------------------------------------------------------------------|
 FH0934| PID    Reference Object                     Distance      Geod. Az  |
 FH0934|                                                           dddmmss.s |
 FH0934| CI0990 GAYLOR RM 1                           4.897 METERS 14252     |
 FH0934| CI0989 GAYLOR AZ MK                                       1582654.6 |
 FH0934| FH0940 LOCKE TOWER                         APPROX.12.0 KM 1640158.0 |
 FH0934| CI0991 GAYLOR RM 2                          25.013 METERS 20627     |
 FH0934|---------------------------------------------------------------------|
 FH0934
 FH0934                          SUPERSEDED SURVEY CONTROL
 FH0934
 FH0934  ELLIP H (09/19/97)  608.68   (m)                       GP(       ) 4 1
 FH0934  NAD 83(1997)-  35 45 11.03381(N)    094 06 54.46589(W) AD(       ) 1
 FH0934  NAD 83(1986)-  35 45 11.03089(N)    094 06 54.46083(W) AD(       ) 1
 FH0934  NAD 27      -  35 45 10.73677(N)    094 06 53.73241(W) AD(       ) 1
 FH0934  NAVD 88 (05/17/93)  636.88   (m)         2089.5    (f) LEVELING    3  
 FH0934  NGVD 29 (10/05/93)  636.729  (m)         2089.00   (f) ADJUSTED    1 2
 FH0934
 FH0934.Superseded values are not recommended for survey control.
 FH0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0934.See file dsdata.txt to determine how the superseded data were derived.
 FH0934
 FH0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9918257133(NAD 83)
 FH0934_MARKER: DS = TRIANGULATION STATION DISK
 FH0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0934_SP_SET: CONCRETE POST
 FH0934_STAMPING: GAYLOR 1971
 FH0934_MARK LOGO: CGS   
 FH0934_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0934+STABILITY: SURFACE MOTION
 FH0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0934+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 FH0934
 FH0934  HISTORY     - Date     Condition        Report By
 FH0934  HISTORY     - 1971     MONUMENTED       CGS
 FH0934  HISTORY     - 1971     GOOD             NGS
 FH0934  HISTORY     - 1987     GOOD             USPSQD
 FH0934  HISTORY     - 1989     GOOD             USPSQD
 FH0934  HISTORY     - 19891130 GOOD             NGS
 FH0934  HISTORY     - 19921104 GOOD             NOS
 FH0934  HISTORY     - 19921104 GOOD             NOS
 FH0934  HISTORY     - 19961202 GOOD             NGS
 FH0934  HISTORY     - 20020722 GOOD             ARHD
 FH0934  HISTORY     - 20040720 GOOD             ARHD
 FH0934
 FH0934                          STATION DESCRIPTION
 FH0934
 FH0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 (ILC)
 FH0934'THE STATION IS LOCATED ABOUT 9 MILES NORTH AND 3 MILES EAST OF
 FH0934'MOUNTAINBURG, 5-1/2 MILES NORTH AND 3 MILES EAST OF CHESTER, 3 MILES
 FH0934'SOUTH AND 1 MILE EAST OF WINSLOW, IN THE SOUTHWEST 1/4 OF SECTION
 FH0934'31, R. 29 W., T. 13 N., AND ON RIGHT-OF-WAY PROPERTY BELONGING TO
 FH0934'THE STATE OF ARKANSAS.
 FH0934'
 FH0934'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAINBURG, GO NORTH
 FH0934'ON U. S. HIGHWAY 71 FOR 11.3 MILES TO THE MOUNT GAYLER OBSERVATION
 FH0934'TOWER ON THE LEFT, BURNS GABLE RESTAURANT AND COTTAGES ON RIGHT AND
 FH0934'THE AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE AHEAD NORTHERLY
 FH0934'ON U. S. HIGHWAY 71 FOR 0.15 MILE TO THE STATION ON LEFT AS
 FH0934'DESCRIBED.
 FH0934'
 FH0934'STATION MARK IS A STANDARD DISK STAMPED GAYLOR 1971.  THE SURFACE
 FH0934'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FH0934'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 52.5 FEET WEST OF
 FH0934'THE CENTER OF U. S. HIGHWAY 71, 50 FEET NORTH OF A ABANDONED WELL,
 FH0934'14.5 FEET NORTH OF A LARGE OAK TREE WITH A TRIANGLE BLAZE AND 3.8
 FH0934'FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS A
 FH0934'STANDARD DISK STAMPED GAYLOR 1971 AND IS 34-INCHES BELOW THE
 FH0934'GROUND SURFACE.
 FH0934'
 FH0934'REFERENCE MARK 1, A STANDARD DISK STAMPED GAYLOR NO 1 1971, IS SET IN
 FH0934'THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 FH0934'WITH THE GROUND SURFACE.  IT IS 45.5 FEET WEST OF THE CENTER OF
 FH0934'U. S. HIGHWAY 71, 11 FEET EAST OF THE LARGE OAK TREE WITH A
 FH0934'TRIANGLE BLAZE, 13 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST
 FH0934'AND IS 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 FH0934'
 FH0934'REFERENCE MARK 2, A STANDARD DISK STAMPED GAYLOR NO 2 1971, IS
 FH0934'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 FH0934'SURFACE.  IT IS 105 FEET WEST OF THE CENTER OF U. S. HIGHWAY 71, 32
 FH0934'FEET NORTH OF THE DRIVEWAY TO THE GAYLER CEMETERY, 16 FEET EAST OF
 FH0934'A LARGE OAK TREE AND THE MARK IS 2 FOOT LOWER IN ELEVATION THAN THE
 FH0934'STATION MARK.
 FH0934'
 FH0934'AZIMUTH MARK, A STANDARD DISK STAMPED GAYLOR 1971, IS CEMENTED IN A
 FH0934'DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FH0934'IT IS 164.5 FEET NORTH OF THE NORTHWEST CORNER OF THE BURNS GABLES
 FH0934'RESTAURANT BUILDING, 49.5 FEET SOUTH OF A POWER LINE POLE, 37 FEET
 FH0934'EAST OF THE CENTER OF U. S. HIGHWAY 71 AND 2 FEET WEST OF THE
 FH0934'RIGHT-OF-WAY POSTS.
 FH0934'
 FH0934'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FH0934
 FH0934                          STATION RECOVERY (1971)
 FH0934
 FH0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FH0934'RECOVERED IN GOOD CONDITION.
 FH0934
 FH0934                          STATION RECOVERY (1987)
 FH0934
 FH0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0934'RECOVERED IN GOOD CONDITION.
 FH0934
 FH0934                          STATION RECOVERY (1989)
 FH0934
 FH0934'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 FH0934'RECOVERED IN GOOD CONDITION.
 FH0934
 FH0934                          STATION RECOVERY (1989)
 FH0934
 FH0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0934'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 FH0934'OF STATE HIGHWAY 74 IN WINSLOW, 49.5 M (162.4 FT) SOUTHEAST OF THE
 FH0934'SOUTHEAST CORNER OF A HOUSE, 25.0 M (82.0 FT) NORTHEAST OF REFERENCE
 FH0934'MARK 2, 17.8 M (58.4 FT) NORTH OF THE CENTER OF A SQUARE WELL CASING,
 FH0934'16.0 M (52.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 1.6 M (5.2
 FH0934'FT) WEST OF A WITNESS POST, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE
 FH0934'HIGHWAY, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 FH0934'SURFACE.
 FH0934
 FH0934                          STATION RECOVERY (1992)
 FH0934
 FH0934'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 FH0934'RECOVERED IN GOOD CONDITION.
 FH0934
 FH0934                          STATION RECOVERY (1992)
 FH0934
 FH0934'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 FH0934'RECOVERED IN GOOD CONDITION.
 FH0934
 FH0934                          STATION RECOVERY (1996)
 FH0934
 FH0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 FH0934'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) NORTH-NORTHEAST OF
 FH0934'MOUNTAINBURG, 4 KM (2.50 MI) SOUTH-SOUTHEAST OF WINSLOW, 0.15 KM (0.10
 FH0934'MI) NORTH OF A LOOKOUT TOWER, 0.08 KM (0.05 MI) SOUTH-SOUTHEAST OF
 FH0934'STEEL ANTENNA TOWER ABOUT 100 M (328.1 FT) TALL, AT THE HIGHEST POINT
 FH0934'IN THE VICINITY AND IN THE HIGHWAY RIGHT-OF-WAY. OWNERSHIP--ARKANSAS
 FH0934'HIGHWAY AND TRANSPORTATION DEPARTMENT.  TO REACH THE STATION FROM THE
 FH0934'JUNCTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY 74 IN WINSLOW, GO
 FH0934'SOUTHERLY ON HIGHWAY 71 FOR 7.0 KM (4.35 MI) TO THE TOP OF THE
 FH0934'MOUNTAIN AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP
 FH0934'OF A 35 CM ROUND CONCRETE POST RECESSED 3 CM BELOW THE GROUND.  IT IS
 FH0934'49.5 M (162.4 FT) SOUTHEAST OF THE CORNER OF A HOUSE, 26.4 M (86.6 FT)
 FH0934'EAST-SOUTHEAST OF A POWERLINE POLE, 17.1 M (56.1 FT) NORTH OF THE
 FH0934'NORTHEAST CORNER OF A 1 M (3.3 FT) SQUARE CONCRETE WELL CASING
 FH0934'PROJECTING 1 M (3.3 FT) ABOVE GROUND, 12.5 M (41.0 FT) WEST OF AND
 FH0934'ABOUT 1 M (3.3 FT) HIGHER THAN THE SOUTHBOUND LANES OF THE HIGHWAY
 FH0934'CENTER AND 2.1 M (6.9 FT) WEST OF A FIBERGLASS WITNESS POST AT THE TOP
 FH0934'OF A CUTBANK IN THE RIGHT-OF-WAY.
 FH0934
 FH0934                          STATION RECOVERY (2002)
 FH0934
 FH0934'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2002 (VJB)
 FH0934'RECOVERED IN GOOD CONDITION.
 FH0934
 FH0934                          STATION RECOVERY (2004)
 FH0934
 FH0934'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FH0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1244 ***********************************************************************
 DL1244  DESIGNATION -  GENOA
 DL1244  PID         -  DL1244
 DL1244  STATE/COUNTY-  AR/MILLER
 DL1244  USGS QUAD   -  MANDEVILLE (1975)
 DL1244
 DL1244                         *CURRENT SURVEY CONTROL
 DL1244  ___________________________________________________________________
 DL1244* NAD 83(1997)-  33 25 43.88761(N)    093 54 44.04428(W)     ADJUSTED  
 DL1244* NAVD 88     -       101.395  (meters)     332.66   (feet)  ADJUSTED  
 DL1244  ___________________________________________________________________
 DL1244  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DL1244  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1244  DYNAMIC HT  -         101.287 (meters)     332.31  (feet)  COMP
 DL1244  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DL1244
 DL1244  HORZ ORDER  -  THIRD
 DL1244  VERT ORDER  -  FIRST     CLASS II
 DL1244
 DL1244.The horizontal coordinates were established by classical geodetic methods
 DL1244.and adjusted by the National Geodetic Survey in September 1999..
 DL1244
 DL1244.The orthometric height was determined by differential leveling
 DL1244.and adjusted by the National Geodetic Survey in June 1991..
 DL1244
 DL1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1244
 DL1244.The geoid height was determined by GEOID03.
 DL1244
 DL1244.The dynamic height is computed by dividing the NAVD 88
 DL1244.geopotential number by the normal gravity value computed on the
 DL1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1244.degrees latitude (g = 980.6199 gals.).
 DL1244
 DL1244.The modeled gravity was interpolated from observed gravity values.
 DL1244
 DL1244;                    North         East     Units Scale Factor Converg.
 DL1244;SPC AR S     -   486,198.028   222,180.068   MT  0.99997393   -1 04 12.9
 DL1244;SPC AR S     - 1,595,134.70    728,935.77   sFT  0.99997393   -1 04 12.9
 DL1244;SPC TXNC     - 2,204,724.691 1,026,474.515   MT  0.99989422   +2 30 07.7
 DL1244;SPC TXNC     - 7,233,334.26  3,367,691.80   sFT  0.99989422   +2 30 07.7
 DL1244;UTM  15      - 3,699,203.719   415,196.088   MT  0.99968866   -0 30 09.3
 DL1244
 DL1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1244!SPC AR S     -   0.99998830  x   0.99997393  =   0.99996223
 DL1244!SPC TXNC     -   0.99998830  x   0.99989422  =   0.99988252
 DL1244!UTM  15      -   0.99998830  x   0.99968866  =   0.99967696
 DL1244
 DL1244:                Primary Azimuth Mark                     Grid Az
 DL1244:SPC AR S     -  GENOA AZ MK RESET                        048 38 27.3
 DL1244:SPC TXNC     -  GENOA AZ MK RESET                        045 04 06.7
 DL1244:UTM  15      -  GENOA AZ MK RESET                        048 04 23.7
 DL1244
 DL1244|---------------------------------------------------------------------|
 DL1244| PID    Reference Object                     Distance      Geod. Az  |
 DL1244|                                                           dddmmss.s |
 DL1244| CX5875 GENOA AZ MK RESET                                  0473414.4 |
 DL1244| CX5876 GENOA RM 1                           21.476 METERS 09046     |
 DL1244| DL1535 WOLF                                APPROX. 6.3 KM 1290008.6 |
 DL1244| CX5877 GENOA RM 2                           20.102 METERS 21527     |
 DL1244| CX5874 GENOA AZ MK                                        2732130.0 |
 DL1244|---------------------------------------------------------------------|
 DL1244
 DL1244                          SUPERSEDED SURVEY CONTROL
 DL1244
 DL1244  NAD 83(1997)-  33 25 43.89282(N)    093 54 44.03909(W) AD(       ) 3
 DL1244  NAD 83(1997)-  33 25 43.89317(N)    093 54 44.03756(W) AD(       ) 3
 DL1244  NAD 83(1986)-  33 25 43.89627(N)    093 54 44.03221(W) AD(       ) 3
 DL1244  NAD 27      -  33 25 43.44600(N)    093 54 43.37200(W) AD(       ) 3
 DL1244
 DL1244.Superseded values are not recommended for survey control.
 DL1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1244.See file dsdata.txt to determine how the superseded data were derived.
 DL1244
 DL1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1519699204(NAD 83)
 DL1244_MARKER: DS = TRIANGULATION STATION DISK
 DL1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1244_SP_SET: CONCRETE POST
 DL1244_STAMPING: GENOA 1951
 DL1244_MARK LOGO: CGS   
 DL1244_PROJECTION: PROJECTING 10 CENTIMETERS
 DL1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1244+STABILITY: SURFACE MOTION
 DL1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1244+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 DL1244
 DL1244  HISTORY     - Date     Condition        Report By
 DL1244  HISTORY     - 1951     MONUMENTED       CGS
 DL1244  HISTORY     - 1952     GOOD             CGS
 DL1244  HISTORY     - 1963     GOOD             CGS
 DL1244  HISTORY     - 1967     GOOD             BGAS
 DL1244  HISTORY     - 1985     GOOD             NGS
 DL1244  HISTORY     - 20040727 GOOD             ARHD
 DL1244
 DL1244                          STATION DESCRIPTION
 DL1244
 DL1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1244'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF TEXARKANA,
 DL1244'3 MILES NORTH OF GENOA, 75 FEET SOUTH OF CENTERLINE OF U.S.
 DL1244'HIGHWAY 82, 26 FEET SOUTHEAST OF HIGHWAY RIGHT-OF-WAY POST,
 DL1244'20 FEET SOUTHWEST OF 24 INCH OAK TREE, AND ON LAND OWNED BY
 DL1244'MRS. N.H. PATTERSON.
 DL1244'
 DL1244'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 67 AND 82 IN THE
 DL1244'EASTERN PART OF TEXARKANA, GO EAST ON U.S. HIGHWAY 82 FOR 6.0
 DL1244'MILES TO THE AZIMUTH MARK ON LEFT.  CONTINUE EAST FOR 0.45
 DL1244'MILES TO STATION ON RIGHT.
 DL1244'
 DL1244'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DL1244'GENOA 1951.
 DL1244'
 DL1244'REFERENCE MARK NO. 1 IS 76 FEET SOUTH OF THE CENTERLINE OF
 DL1244'U.S. HIGHWAY 82.  THE MARK PROJECTS 4 INCHES AND THE DISK
 DL1244'IS STAMPED GENOA NO. 1 1951.
 DL1244'
 DL1244'REFERENCE MARK NO. 2 IS 130 FEET SOUTH OF THE CENTERLINE OF
 DL1244'U.S. HIGHWAY 82.  THE MARK PROJECTS 6 INCHES AND THE DISK
 DL1244'IS STAMPED GENOA NO. 2 1951.
 DL1244'
 DL1244'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTERLINE OF U.S.
 DL1244'HIGHWAY 82, 3 FEET SOUTHEAST OF GUARD-RAIL POST AND 2 FEET
 DL1244'SOUTH OF GUARD RAIL.  THE MARK PROJECTS 1 INCH AND IS STAMPED
 DL1244'GENOA 1951.
 DL1244'
 DL1244'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DL1244'CYLINDERS.
 DL1244'
 DL1244'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DL1244
 DL1244                          STATION RECOVERY (1952)
 DL1244
 DL1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1244'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 DL1244'NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 DL1244'DESTROYED AT THE REQUEST OF THE STATE HIGHWAY DEPARTMENT AND
 DL1244'A NEW AZIMUTH MARK WAS ESTABLISHED.
 DL1244'
 DL1244'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 DL1244'
 DL1244'THE STATION IS ABOUT 7.5 MILES EAST OF TEXARKANA, 3 MILES
 DL1244'NORTH OF GENOA, 75 FEET SOUTH OF THE CENTERLINE OF U.S.
 DL1244'HIGHWAY NO. 82, 26 FEET SOUTHEAST OF HIGHWAY RIGHT-OF-WAY
 DL1244'POST, 20 FEET SOUTHWEST OF A 24-INCH OAK TREE, AND ON LAND
 DL1244'OWNED BY MRS. N.H. PATTERSON.
 DL1244'
 DL1244'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82
 DL1244'AND 67 IN THE EASTERN PART OF TEXARKANA, GO EAST ON U.S.
 DL1244'HIGHWAY 82 FOR 6.45 MILES TO THE STATION ON THE RIGHT AS
 DL1244'DESCRIBED.  TO REACH THE AZIMUTH MARK, CONTINUE EAST ON THE
 DL1244'HIGHWAY FOR 0.2 MILE TO A GRAVELED ROAD ON THE LEFT, THEN
 DL1244'LEFT, NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH
 DL1244'MARK ON THE LEFT.
 DL1244'
 DL1244'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GENOA
 DL1244'1951.
 DL1244'
 DL1244'REFERENCE MARK NO. 1 IS 76 FEET SOUTH OF THE CENTERLINE OF
 DL1244'THE HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1244'GENOA NO. 1 1951.
 DL1244'
 DL1244'REFERENCE MARK NO. 2 IS 130 FEET SOUTH OF THE CENTERLINE OF
 DL1244'THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 DL1244'STAMPED GENOA NO. 2 1951.
 DL1244'
 DL1244'THE AZIMUTH MARK IS 15 FEET WEST OF A GRAVELED ROAD AND 1 FOOT
 DL1244'WEST OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND
 DL1244'AND THE DISK IS STAMPED GENOA 1951 RESET 1952.
 DL1244'
 DL1244'HEIGHT OF LIGHT ABOVE THE STATION MARK 23 METERS.
 DL1244
 DL1244                          STATION RECOVERY (1963)
 DL1244
 DL1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1244'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 DL1244'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 DL1244'RECOVERED AND HAS PROBABLY BEEN DESTROYED BY HIGHWAY IMPROVMENT.
 DL1244'
 DL1244'THE STATION MARK IS ABOUT 170 FEET EAST-SOUTHEAST OF THE
 DL1244'CENTER OF THE INTERSECTION OF THE ROAD LEADING SOUTH TO GENOA.
 DL1244'
 DL1244'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1244'FOR RECOVERY.
 DL1244'
 DL1244'NOTE--A NEW AZIMUTH MARK WAS SET IN 1952 AND THIS RECOVERY
 DL1244'NOTE WAS NOT FOUND UNTIL AFTER STATION WAS VISITED.
 DL1244
 DL1244                          STATION RECOVERY (1967)
 DL1244
 DL1244'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DL1244'GENOA 1951-GOOD
 DL1244'
 DL1244'GENOA NO 1 1951-GOOD
 DL1244'
 DL1244'GENOA NO 2 1951-GOOD
 DL1244'
 DL1244'GENOA 1951 RESET 1952 (AZ. MK)-NOT RECOVERED
 DL1244'
 DL1244'THE STATION AND R.M. 1 AND R.M. 2 WERE RECOVERED AS DESCRIBED
 DL1244'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 DL1244'FOR BUT NOT FOUND.  IT APPEARS THE ROAD HAS BEEN WIDENED AS
 DL1244'THE DISTANCE GIVEN TO THE MARK FALLS IN A DITCH.
 DL1244'
 DL1244'THE 1952 DESCRIPTION FOR RECOVERY OF STATION IS ADEQUATE.
 DL1244
 DL1244                          STATION RECOVERY (1985)
 DL1244
 DL1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL1244'12.3 KM (7.65 MI) EAST FROM TEXARKANA.
 DL1244'12.3 KM (7.65 MI) EASTERLY ALONG U.S. HIGHWAY 82 FROM ITS WEST
 DL1244'JUNCTION WITH U.S. HIGHWAY 71 IN TEXARKANA, 49.6 M (162.7 FT) EAST
 DL1244'OF THE CENTER OF A PAVED ROAD LEADING SOUTH, 22.9 M (75.1 FT) SOUTH
 DL1244'OF THE CENTERLINE OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST OF A
 DL1244'12-INCH PINE TREE.
 DL1244'THE MARK IS 4.3 METERS  S FROM  A WITNESS POST AND FENCE
 DL1244'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 DL1244
 DL1244                          STATION RECOVERY (2004)
 DL1244
 DL1244'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 DL1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0989 ***********************************************************************
 FH0989  DESIGNATION -  GEORGE
 FH0989  PID         -  FH0989
 FH0989  STATE/COUNTY-  AR/SEBASTIAN
 FH0989  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0989
 FH0989                         *CURRENT SURVEY CONTROL
 FH0989  ___________________________________________________________________
 FH0989* NAD 83(1997)-  35 16 44.30920(N)    094 26 07.64924(W)     ADJUSTED  
 FH0989* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 FH0989  ___________________________________________________________________
 FH0989  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 FH0989  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FH0989
 FH0989  HORZ ORDER  -  FIRST
 FH0989
 FH0989.The horizontal coordinates were established by classical geodetic methods
 FH0989.and adjusted by the National Geodetic Survey in September 1999..
 FH0989
 FH0989.The orthometric height was scaled from a topographic map.
 FH0989
 FH0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0989
 FH0989.The geoid height was determined by GEOID03.
 FH0989
 FH0989;                    North         East     Units Scale Factor Converg.
 FH0989;SPC AR N     -   107,650.681   178,462.362   MT  0.99995005   -1 25 01.9
 FH0989;SPC AR N     -   353,183.94    585,505.27   sFT  0.99995005   -1 25 01.9
 FH0989;SPC OK N     -    36,906.495   924,240.352   MT  1.00006466   +2 06 13.0
 FH0989;SPC OK N     -   121,084.06  3,032,278.55   sFT  1.00006466   +2 06 13.0
 FH0989;SPC OK S     -   221,550.386   924,227.872   MT  1.00000934   +2 01 23.9
 FH0989;SPC OK S     -   726,869.89  3,032,237.61   sFT  1.00000934   +2 01 23.9
 FH0989;UTM  15      - 3,904,925.628   369,453.611   MT  0.99981003   -0 49 45.0
 FH0989
 FH0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0989!SPC AR N     -   0.99997196  x   0.99995005  =   0.99992202
 FH0989!SPC OK N     -   0.99997196  x   1.00006466  =   1.00003662
 FH0989!SPC OK S     -   0.99997196  x   1.00000934  =   0.99998130
 FH0989!UTM  15      -   0.99997196  x   0.99981003  =   0.99978200
 FH0989
 FH0989:                Primary Azimuth Mark                     Grid Az
 FH0989:SPC AR N     -  FORT SMITH SE TRANSM LINE TWR            004 19 43.8
 FH0989:SPC OK N     -  FORT SMITH SE TRANSM LINE TWR            000 48 28.9
 FH0989:SPC OK S     -  FORT SMITH SE TRANSM LINE TWR            000 53 18.0
 FH0989:UTM  15      -  FORT SMITH SE TRANSM LINE TWR            003 44 26.9
 FH0989
 FH0989|---------------------------------------------------------------------|
 FH0989| PID    Reference Object                     Distance      Geod. Az  |
 FH0989|                                                           dddmmss.s |
 FH0989| FH0993 FORT SMITH SE TRANSM LINE TWR       APPROX.12.6 KM 0025441.9 |
 FH0989| FH0984 FORT SMITH CHEROKEE MILLS STK       APPROX.10.5 KM 0030009.3 |
 FH0989| FH1004 FORT SMITH CIT FIRE ASSN TANK       APPROX.12.3 KM 0034552.4 |
 FH0989| FH1005 FORT SMITH SEBASTIAN CO CTHSE       APPROX.11.9 KM 0040331.0 |
 FH0989| FH0988 FORT SMITH WAGON CO TANK            APPROX. 9.4 KM 0043512.8 |
 FH0989| FH1001 FORT SMITH IMM CON CATH CHURCH      APPROX.11.6 KM 0072822.4 |
 FH0989| CI0995 GEORGE RM 1                          20.457 METERS 00836     |
 FH0989| FH0992 FORT SMITH COMPRESS STANDPIPE       APPROX.14.6 KM 0093149.4 |
 FH0989| CI0996 GEORGE RM 2                          20.123 METERS 09931     |
 FH0989| FH0985 BOUNDARY MON 8 AR OK                APPROX. 0.6 KM 1821310.1 |
 FH0989| CI0994 GEORGE AZ MK                                       1832625.0 |
 FH0989|---------------------------------------------------------------------|
 FH0989
 FH0989                          SUPERSEDED SURVEY CONTROL
 FH0989
 FH0989  NAD 83(1997)-  35 16 44.31202(N)    094 26 07.64588(W) AD(       ) 1
 FH0989  NAD 83(1986)-  35 16 44.31307(N)    094 26 07.63887(W) AD(       ) 1
 FH0989  NAD 27      -  35 16 43.97600(N)    094 26 06.86000(W) AD(       ) 1
 FH0989
 FH0989.Superseded values are not recommended for survey control.
 FH0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0989.See file dsdata.txt to determine how the superseded data were derived.
 FH0989
 FH0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6945404926(NAD 83)
 FH0989_MARKER: DS = TRIANGULATION STATION DISK
 FH0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0989
 FH0989  HISTORY     - Date     Condition        Report By
 FH0989  HISTORY     - 1935     MONUMENTED       CGS
 FH0989  HISTORY     - 1940     GOOD             CGS
 FH0989  HISTORY     - 1948     GOOD             CGS
 FH0989  HISTORY     - 1955     GOOD             CGS
 FH0989  HISTORY     - 1959     GOOD             CGS
 FH0989  HISTORY     - 19760217 GOOD             USGS
 FH0989
 FH0989                          STATION DESCRIPTION
 FH0989
 FH0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0989'STATION IS ABOUT 8 MILES S OF FORT SMITH AND ON OR NEAR
 FH0989'THE STATE LINE IN SEC. 20, T.7N, R.32W, ON LAND OWNED AND OCCUPIED
 FH0989'BY B. STEVENS.  THE MARK IS SET ON THE HIGHEST POINT OF A LONG
 FH0989'NARROW RIDGE, 8 FEET W OF FENCE LINE, 23 FEET NE OF TELEPHONE
 FH0989'LINE RUNNING OVER THE TOP OF THE HILL.
 FH0989'
 FH0989'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FH0989'DISKS SET IN CONCRETE.
 FH0989'
 FH0989'THE SURFACE MARK PROJECTS 4 INCHES.
 FH0989'
 FH0989'REFERENCE MARK NO.1 IS N OF THE STATION, 1 FOOT W OF THE
 FH0989'FENCE LINE AND PROJECTS 6 INCHES.  REFERENCE MARK NO.2 IS
 FH0989'E OF THE STATION IN OPEN FIELD ABOUT 30 FEET N OF THE S SLOPE
 FH0989'OF THE HILL, AND PROJECTS 6 INCHES.
 FH0989'
 FH0989'AZIMUTH MARK IS S OF THE STATION IN OPEN FIELD.  IT IS 22
 FH0989'FEET W OF THE CENTER LINE OF THE ROAD, 43 FEET W OF
 FH0989'ARKANSAS-OKLAHOMA BOUNDARY MONUMENT NO.8, AND PROJECTS
 FH0989'6 INCHES.
 FH0989'
 FH0989'REACHED FROM FORT SMITH, INTERSECTION OF U.S. HIGHWAYS 71
 FH0989'AND 64, GO S ON U.S. HIGHWAY 71 FOR 3.7 MILES TO JUNCTION
 FH0989'WITH STATE HIGHWAY 45.  HERE GO S ON STATE HIGHWAY 45 FOR
 FH0989'4.2 MILES TO SIDE ROAD W AT SIGN FORBES RANCH.  GO W ON
 FH0989'THIS ROAD FOR 0.75 MILE TO SIDE ROAD RIGHT AT RAILROAD TRACK.
 FH0989'TURN RIGHT FOR 50 YARDS TO GATE LEADING TO HOUSE.  GO THROUGH
 FH0989'GATE AND FOLLOW AROUND THE N SIDE OF THE HOUSE 0.1 MILE
 FH0989'TO FORK.  TAKE LEFT FORK AND GO 0.35 MILE TO TOP OF HILL.
 FH0989'STATION IS ABOUT 200 FEET S OF THIS POINT.
 FH0989'
 FH0989'STATION SUGARLOAF 2 IS VISIBLE FROM THE GROUND.
 FH0989'
 FH0989'A LIGHT 6 FEET ABOVE STATION PINNACLE COMES INTO VIEW 30
 FH0989'FEET ABOVE THE GROUND.
 FH0989'
 FH0989'A LIGHT 100 FEET ABOVE STATION VAN BUREN COMES INTO VIEW
 FH0989'25 FEET ABOVE THE GROUND.
 FH0989'
 FH0989'A LIGHT 40 FEET ABOVE STATION PACKARD COMES INTO VIEW 10
 FH0989'FEET ABOVE THE GROUND.
 FH0989'
 FH0989'A LIGHT 4 FEET ABOVE STATION POTEAU COMES INTO VIEW 30 FEET
 FH0989'ABOVE THE GROUND.
 FH0989'
 FH0989'A LIGHT 60 FEET ABOVE STATION BURGETT COMES INTO VIEW 20
 FH0989'FEET ABOVE THE GROUND.
 FH0989'
 FH0989'NOTE.--THERE IS A TRAVERSE CONNECTION TO ARKANSAS-OKLAHOMA
 FH0989'BOUNDARY MONUMENT AT THIS STATION.
 FH0989
 FH0989                          STATION RECOVERY (1940)
 FH0989
 FH0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0989'STATION IS ABOUT 8 MILES S OF FORT SMITH, 11 MILES WNW OF
 FH0989'GREENWOOD, ON THE HIGHEST POINT OF A LONG NARROW RIDGE CLOSE
 FH0989'TO THE OKLAHOMA-ARKANSAS STATE LINE ON LAND OWNED BY B. STEVENS.
 FH0989'
 FH0989'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED
 FH0989'IN GOOD CONDITION.
 FH0989'
 FH0989'THE STATION IS 8 FEET W OF FENCE LINE, 23 FEET NE OF TELEPHONE
 FH0989'POLE, 13.2 FEET SW OF WHITE WITNESS POST, PROJECTS 4 INCHES,
 FH0989'AND IS STAMPED GEORGE 1935.
 FH0989'
 FH0989'REFERENCE MARK NO.1 IS 1 FOOT W OF FENCE LINE AT SAME ELEVATION
 FH0989'AS STATION, PROJECTS 6 INCHES, AND IS STAMPED GEORGE NO.1,
 FH0989'1935.  REFERENCE MARK NO.2 IS 58 FEET E OF FENCE LINE, 30
 FH0989'FEET N OF S SLOPE OF HILL, AT SAME ELEVATION AS STATION,
 FH0989'PROJECTS 6 INCHES, AND IS STAMPED GEORGE NO.2, 1935.
 FH0989'
 FH0989'TO REACH THE AZIMUTH MARK CONTINUE S 0.6 MILE ON STATE HIGHWAY
 FH0989'54 FROM THE TRACK ROAD MENTIONED BELOW IN STATION DESCRIPTION,
 FH0989'TURN RIGHT AND GO W 0.4 MILE, TURN LEFT AND GO 0.2 MILE TO
 FH0989'MARK ON RIGHT IN OPEN FIELD AND THE OLD STATE BOUNDARY POST
 FH0989'ON LEFT.  MARK IS 22 FEET W OF ROAD, 43 FEET W OF BOUNDARY
 FH0989'POST, 3.6 FEET N OF WHITE WITNESS POST, PROJECTS 4 INCHES,
 FH0989'AND IS STAMPED GEORGE AZIMUTH 1935.
 FH0989'
 FH0989'REACHED FROM THE INTERSECTION IN FORT SMITH OF STATE HIGHWAY
 FH0989'22 AND U.S. HIGHWAY 71 BY GOING S ON U.S. HIGHWAY 71, 3.7
 FH0989'MILES TO WHERE U.S. HIGHWAY 71 TURNS LEFT AND STATE HIGHWAY
 FH0989'45 (GRAVEL) CONTINUES STRAIGHT AHEAD S, GO ON STATE HIGHWAY
 FH0989'45 3.5 MILES TO TOP OF A HILL AND HOUSE ON LEFT WHERE A TRACK
 FH0989'ROAD LEADS SHARP RIGHT, TURN RIGHT (W) AND GO 0.15 MILE ON
 FH0989'TRACK ROAD ALONG EDGE OF FIELD TO FORK IN ORCHARD, TAKE LEFT
 FH0989'FORK AND GO S AND W THROUGH ORCHARD ABOUT 0.4 MILE TO W EDGE
 FH0989'OF FIELD AND END OF ROAD, TURN LEFT AND GO S ALONG
 FH0989'EDGE OF FIELD ABOUT 0.05 MILE TO FENCE LINE, STATION IS
 FH0989'ABOUT 50 YARDS S ALONG FENCE LINE.
 FH0989'
 FH0989'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH0989
 FH0989                          STATION RECOVERY (1948)
 FH0989
 FH0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 FH0989'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FH0989
 FH0989                          STATION RECOVERY (1955)
 FH0989
 FH0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WJT)
 FH0989'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FH0989
 FH0989                          STATION RECOVERY (1959)
 FH0989
 FH0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0989'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH0989'CONDITION.  THE STATION APPEARS TO BE IN ARKANSAS NEAR THE
 FH0989'STATE LINE.
 FH0989'
 FH0989'DUE TO SOME ROAD CHANGES A NEW DESCRIPTION TO REACH FOLLOWS-
 FH0989'TO REACH FROM FORT SMITH, FROM THE JUNCTION OF U.S. HIGHWAYS
 FH0989'71 AND 271 IN THE SOUTH EDGE OF THE CITY, GO SOUTH ON U.S.
 FH0989'271 FOR 2.35 MILES TO JUNCTION WITH STATE HIGHWAY 45, CONTINUE
 FH0989'STRAIGHT AHEAD ON STATE HIGHWAY 45 FOR 1.3 MILES TO A DRIVEWAY
 FH0989'ON THE RIGHT AT TOP OF HILL, TURN RIGHT FOR 0.05 MILE TO A
 FH0989'BOARD GATE, GO THROUGH THE GATE AND THE STATION IS ABOUT
 FH0989'0.55 MILE WEST-SOUTHWEST NEAR THE SOUTHWEST CORNER OF AN
 FH0989'OPEN FIELD AND JUST EAST OF A LINE OF TELEPHONE POLES.
 FH0989'
 FH0989'THE AZIMUTH MARK IS ON THE WEST SIDE OF A NORTH-SOUTH ROAD,
 FH0989'0.2 MILE SOUTH OF A T-INTERSECTION, DUE WEST ACROSS ROAD
 FH0989'FROM AN IRON BOUNDARY POST AND IS FLUSH WITH THE GROUND.
 FH0989'THE BOUNDARY POST IS ABOUT 40 FEET SOUTH OF THE CENTERLINE
 FH0989'OF A DRIVEWAY ON EAST SIDE OF ROAD.  THIS IS ABOUT DUE SOUTH
 FH0989'OF THE STATION ABOUT 0.4 MILE.
 FH0989
 FH0989                          STATION RECOVERY (1976)
 FH0989
 FH0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JPM)
 FH0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1826 ***********************************************************************
 FF1826  DESIGNATION -  GEORGETOWN
 FF1826  PID         -  FF1826
 FF1826  STATE/COUNTY-  AR/WHITE
 FF1826  USGS QUAD   -  GEORGETOWN (1993)
 FF1826
 FF1826                         *CURRENT SURVEY CONTROL
 FF1826  ___________________________________________________________________
 FF1826* NAD 83(1997)-  35 07 43.08206(N)    091 27 40.74672(W)     ADJUSTED  
 FF1826* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 FF1826  ___________________________________________________________________
 FF1826  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FF1826  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1826
 FF1826  HORZ ORDER  -  SECOND
 FF1826
 FF1826.The horizontal coordinates were established by classical geodetic methods
 FF1826.and adjusted by the National Geodetic Survey in September 1999..
 FF1826
 FF1826.The orthometric height was scaled from a topographic map.
 FF1826
 FF1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1826
 FF1826.The geoid height was determined by GEOID03.
 FF1826
 FF1826;                    North         East     Units Scale Factor Converg.
 FF1826;SPC AR N     -    88,366.248   449,096.316   MT  0.99996735   +0 18 48.4
 FF1826;SPC AR N     -   289,914.93  1,473,410.16   sFT  0.99996735   +0 18 48.4
 FF1826;SPC AR S     -   673,211.475   449,102.887   MT  1.00010081   +0 18 05.4
 FF1826;SPC AR S     - 2,208,694.65  1,473,431.72   sFT  1.00010081   +0 18 05.4
 FF1826;UTM  15      - 3,888,391.565   640,192.887   MT  0.99984222   +0 53 07.9
 FF1826
 FF1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1826!SPC AR N     -   0.99999454  x   0.99996735  =   0.99996189
 FF1826!SPC AR S     -   0.99999454  x   1.00010081  =   1.00009535
 FF1826!UTM  15      -   0.99999454  x   0.99984222  =   0.99983676
 FF1826
 FF1826|---------------------------------------------------------------------|
 FF1826| PID    Reference Object                     Distance      Geod. Az  |
 FF1826|                                                           dddmmss.s |
 FF1826| CI1001 GEORGETOWN RM 1                      28.222 METERS 01153     |
 FF1826| CI1002 GEORGETOWN RM 2                      26.229 METERS 14944     |
 FF1826| CI1000 GEORGETOWN AZ MK                                   3140456.3 |
 FF1826|---------------------------------------------------------------------|
 FF1826
 FF1826                          SUPERSEDED SURVEY CONTROL
 FF1826
 FF1826  NAD 83(1986)-  35 07 43.09020(N)    091 27 40.74470(W) AD(       ) 2
 FF1826  NAD 27      -  35 07 42.77280(N)    091 27 40.27540(W) AD(       ) 2
 FF1826
 FF1826.Superseded values are not recommended for survey control.
 FF1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1826.See file dsdata.txt to determine how the superseded data were derived.
 FF1826
 FF1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4019388392(NAD 83)
 FF1826_MARKER: DS = TRIANGULATION STATION DISK
 FF1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1826
 FF1826  HISTORY     - Date     Condition        Report By
 FF1826  HISTORY     - 1954     MONUMENTED       CGS
 FF1826
 FF1826                          STATION DESCRIPTION
 FF1826
 FF1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1826'THE STATION IS LOCATED ABOUT 0.3 MILE WEST OF GEORGETOWN
 FF1826'AND 0.7 MILE WEST OF THE WHITE RIVER.  IT IS 48 FEET SOUTHWEST
 FF1826'OF THE CENTER OF STATE HIGHWAY 36, 80 FEET NORTHWEST OF A
 FF1826'POWERLINE POLE NUMBERED 260 AND 6 FEET SOUTH OF A 4 X 4
 FF1826'INCH WHITE WITNESS POST.
 FF1826'
 FF1826'TO REACH THE STATION FROM THE POST OFFICE IN GEORGETOWN,
 FF1826'GO NORTHWEST ON STATE HIGHWAY 36 FOR 0.3 MILE TO THE STATION
 FF1826'ON THE LEFT, CONTINUE NORTHWEST FOR 0.25 MILE TO THE AZIMUTH
 FF1826'MARK ON THE RIGHT.
 FF1826'
 FF1826'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF1826'GEORGETOWN 1954.
 FF1826'
 FF1826'REFERENCE MARK 1 IS 33 FEET NORTHWEST OF THE CENTER OF THE
 FF1826'HIGHWAY AND 2 FEET SOUTHEAST OF A POWERLINE POLE.  THE MARK
 FF1826'PROJECTS 4 INCHES AND THE DISK IS STAMPED GEORGETOWN NO
 FF1826'1 1954.
 FF1826'
 FF1826'REFERENCE MARK 2 IS 75 FEET SOUTHWEST OF THE CENTER OF THE
 FF1826'HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1826'GEORGETOWN NO 2 1954.
 FF1826'
 FF1826'THE AZIMUTH MARK IS 39 FEET NORTHEAST OF THE CENTER OF THE
 FF1826'HIGHWAY, 4 FEET NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST
 FF1826'AND 1 FOOT EAST OF A POWERLINE POLE.  THE MARK PROJECTS
 FF1826'2 INCHES AND THE DISK IS STAMPED GEORGETOWN 1954.
 FF1826'
 FF1826'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1547 ***********************************************************************
 DL1547  DESIGNATION -  GERTRUDE
 DL1547  PID         -  DL1547
 DL1547  STATE/COUNTY-  AR/MILLER
 DL1547  USGS QUAD   -  MANDEVILLE (1975)
 DL1547
 DL1547                         *CURRENT SURVEY CONTROL
 DL1547  ___________________________________________________________________
 DL1547* NAD 83(1997)-  33 24 55.05631(N)    093 58 02.22545(W)     ADJUSTED  
 DL1547* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 DL1547  ___________________________________________________________________
 DL1547  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DL1547  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DL1547
 DL1547  HORZ ORDER  -  SECOND
 DL1547
 DL1547.The horizontal coordinates were established by classical geodetic methods
 DL1547.and adjusted by the National Geodetic Survey in September 1999..
 DL1547
 DL1547.The orthometric height was scaled from a topographic map.
 DL1547
 DL1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1547
 DL1547.The geoid height was determined by GEOID03.
 DL1547
 DL1547;                    North         East     Units Scale Factor Converg.
 DL1547;SPC AR S     -   484,790.906   217,032.615   MT  0.99997644   -1 06 03.9
 DL1547;SPC AR S     - 1,590,518.16    712,047.84   sFT  0.99997644   -1 06 03.9
 DL1547;SPC TXNC     - 2,202,999.672 1,021,425.167   MT  0.99989270   +2 28 19.6
 DL1547;SPC TXNC     - 7,227,674.76  3,351,125.74   sFT  0.99989270   +2 28 19.6
 DL1547;UTM  15      - 3,697,746.046   410,064.280   MT  0.99969972   -0 31 57.8
 DL1547
 DL1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1547!SPC AR S     -   0.99998067  x   0.99997644  =   0.99995711
 DL1547!SPC TXNC     -   0.99998067  x   0.99989270  =   0.99987337
 DL1547!UTM  15      -   0.99998067  x   0.99969972  =   0.99968039
 DL1547
 DL1547|---------------------------------------------------------------------|
 DL1547| PID    Reference Object                     Distance      Geod. Az  |
 DL1547|                                                           dddmmss.s |
 DL1547| CX5878 GERTRUDE RM 1                        22.614 METERS 06708     |
 DL1547| DM1207 TEXARKANA                           APPROX. 5.9 KM 2621214.4 |
 DL1547| CX5879 GERTRUDE RM 2                        22.126 METERS 30440     |
 DL1547|---------------------------------------------------------------------|
 DL1547
 DL1547                          SUPERSEDED SURVEY CONTROL
 DL1547
 DL1547  NAD 83(1997)-  33 24 55.06124(N)    093 58 02.22071(W) AD(       ) 2
 DL1547  NAD 83(1997)-  33 24 55.06173(N)    093 58 02.21870(W) AD(       ) 2
 DL1547  NAD 83(1986)-  33 24 55.06398(N)    093 58 02.21297(W) AD(       ) 2
 DL1547  NAD 27      -  33 24 54.61200(N)    093 58 01.54400(W) AD(       ) 2
 DL1547
 DL1547.Superseded values are not recommended for survey control.
 DL1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1547.See file dsdata.txt to determine how the superseded data were derived.
 DL1547
 DL1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1006497746(NAD 83)
 DL1547_MARKER: DS = TRIANGULATION STATION DISK
 DL1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1547
 DL1547  HISTORY     - Date     Condition        Report By
 DL1547  HISTORY     - 1951     MONUMENTED       CGS
 DL1547  HISTORY     - 1956     GOOD             CGS
 DL1547  HISTORY     - 1963     GOOD             CGS
 DL1547  HISTORY     - 1967     GOOD             BGAS
 DL1547  HISTORY     - 1970     GOOD             NGS
 DL1547
 DL1547                          STATION DESCRIPTION
 DL1547
 DL1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1547'STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF THE CENTER
 DL1547'OF TEXARKANA, 62 FEET NORTHEAST OF A Y-INTERSECTION, 22 FEET
 DL1547'NORTH-NORTHEAST OF A TRIANGLE-BLAZED 12-INCH OAK TREE, AND
 DL1547'ON LAND OWNED BY THE COMMON WEALTH REALTY COMPANY OF TEXARKANA.
 DL1547'
 DL1547'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 82 IN THE
 DL1547'EASTERN PART OF TEXARKANA, GO EAST ON HIGHWAY 82 FOR 3.0
 DL1547'MILES TO A CROSS ROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED
 DL1547'ROAD FOR 1.0 MILE TO A CROSS ROAD.  TURN LEFT AND GO EAST FOR
 DL1547'0.65 MILE TO A FORK AND STATION ON LEFT.
 DL1547'
 DL1547'STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DL1547'GERTRUDE 1951.
 DL1547'
 DL1547'REFERENCE MARK NO. 1 IS 72 FEET NORTH OF CENTER OF GRAVELED
 DL1547'ROAD.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED GERTRUDE
 DL1547'NO 1 1951.
 DL1547'
 DL1547'REFERENCE MARK NO. 2 IS 75 FEET NORTH OF CENTER OF GRAVELED
 DL1547'ROAD.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED GERTRUDE
 DL1547'NO 2 1951.
 DL1547'
 DL1547'THERE WAS NO POINT VISIBLE FROM THE GROUND AT WHICH AN AZIMUTH
 DL1547'MARK COULD BE ESTABLISHED.
 DL1547'
 DL1547'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DL1547'CONCRETE CYLINDERS.
 DL1547'
 DL1547'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1547
 DL1547                          STATION RECOVERY (1956)
 DL1547
 DL1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DL1547'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DL1547'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DL1547'TO STATION SITE ARE CORRECT.
 DL1547
 DL1547                          STATION RECOVERY (1963)
 DL1547
 DL1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1547'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 DL1547'FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET AT THIS
 DL1547'STATION.
 DL1547'
 DL1547'THE ORIGINAL DESCRIPTION TO REACH THIS STATION IS ADEQUATE
 DL1547'FOR RECOVERY.
 DL1547
 DL1547                          STATION RECOVERY (1967)
 DL1547
 DL1547'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DL1547'THE STATION WAS VISITED AND THE STATION AND BOTH REFERENCE
 DL1547'MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DL1547'
 DL1547'THE 1951 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 DL1547
 DL1547                          STATION RECOVERY (1970)
 DL1547
 DL1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BMR)
 DL1547'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED.
 DL1547'
 DL1547'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3028 ***********************************************************************
 EH3028  DESIGNATION -  GETHSEMANE
 EH3028  PID         -  EH3028
 EH3028  STATE/COUNTY-  AR/JEFFERSON
 EH3028  USGS QUAD   -  GETHSEMANE (1971)
 EH3028
 EH3028                         *CURRENT SURVEY CONTROL
 EH3028  ___________________________________________________________________
 EH3028* NAD 83(1997)-  34 24 56.08460(N)    091 52 02.13481(W)     ADJUSTED  
 EH3028* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 EH3028  ___________________________________________________________________
 EH3028  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 EH3028  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH3028
 EH3028  HORZ ORDER  -  SECOND
 EH3028
 EH3028.The horizontal coordinates were established by classical geodetic methods
 EH3028.and adjusted by the National Geodetic Survey in September 1999..
 EH3028
 EH3028.The orthometric height was scaled from a topographic map.
 EH3028
 EH3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3028
 EH3028.The geoid height was determined by GEOID03.
 EH3028
 EH3028;                    North         East     Units Scale Factor Converg.
 EH3028;SPC AR S     -   593,985.838   412,202.416   MT  0.99994053   +0 04 27.5
 EH3028;SPC AR S     - 1,948,768.54  1,352,367.43   sFT  0.99994053   +0 04 27.5
 EH3028;UTM  15      - 3,808,817.746   604,096.421   MT  0.99973357   +0 38 25.0
 EH3028
 EH3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3028!SPC AR S     -   0.99999407  x   0.99994053  =   0.99993460
 EH3028!UTM  15      -   0.99999407  x   0.99973357  =   0.99972765
 EH3028
 EH3028:                Primary Azimuth Mark                     Grid Az
 EH3028:SPC AR S     -  WABBASEKA MUNICIPAL TANK                 132 14 27.1
 EH3028:UTM  15      -  WABBASEKA MUNICIPAL TANK                 131 40 29.6
 EH3028
 EH3028|---------------------------------------------------------------------|
 EH3028| PID    Reference Object                     Distance      Geod. Az  |
 EH3028|                                                           dddmmss.s |
 EH3028| EH3032 WABBASEKA MUNICIPAL TANK            APPROX. 9.0 KM 1321854.6 |
 EH3028| EH3033 ALTHEIMER MUNICIPAL TANK            APPROX.10.9 KM 1704553.3 |
 EH3028| EH3008 LAKE DICK FARM INC WATER TANK       APPROX.18.6 KM 1722248.2 |
 EH3028| CY6094 GETHSEMANE RM 2                      31.544 METERS 25328     |
 EH3028| CY6092 GETHSEMANE AZ MK                                   2794958.5 |
 EH3028| CY6093 GETHSEMANE RM 1                      41.764 METERS 35802     |
 EH3028|---------------------------------------------------------------------|
 EH3028
 EH3028                          SUPERSEDED SURVEY CONTROL
 EH3028
 EH3028  NAD 83(1986)-  34 24 56.09208(N)    091 52 02.12792(W) AD(       ) 2
 EH3028  NAD 27      -  34 24 55.74422(N)    091 52 01.63908(W) AD(       ) 2
 EH3028
 EH3028.Superseded values are not recommended for survey control.
 EH3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3028.See file dsdata.txt to determine how the superseded data were derived.
 EH3028
 EH3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0409608818(NAD 83)
 EH3028_MARKER: DS = TRIANGULATION STATION DISK
 EH3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3028
 EH3028  HISTORY     - Date     Condition        Report By
 EH3028  HISTORY     - 1965     MONUMENTED       CGS
 EH3028
 EH3028                          STATION DESCRIPTION
 EH3028
 EH3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3028'STATION IS ABOUT 7 MILES NORTH OF ALTHEIMER, 5-1/2 MILES NORTHWEST
 EH3028'OF WABBASEKA, IN THE VILLAGE OF GETHSEMANE, AND ON PROPERTY OWNED
 EH3028'BY THE VILLAGE CHURCH.
 EH3028'
 EH3028'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 EH3028'31 ABOUT 1/2 MILE SOUTHEAST OF SHERRILL, GO NORTHEAST ON HIGHWAY
 EH3028'31 FOR 5.55 MILES TO A CONCRETE CULVERT AND THE AZIMUTH MARK ON
 EH3028'THE RIGHT, ON THE EAST BANK OF AN IRRIGATION DITCH. CONTINUE
 EH3028'AHEAD EAST ON THE HIGHWAY 31 FOR 0.4 MILE TO THE GETHSEMANE
 EH3028'ELEMENTERY SCHOOL ON THE RIGHT. TURN RIGHT AND GO SOUTH ON A
 EH3028'GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT, JUST
 EH3028'SOUTH OF THE VILLAGE CHURCH.
 EH3028'
 EH3028'STATION MARKS ARE STANDARD DISKS STAMPED GETHSEMANE 1965.
 EH3028'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS 4
 EH3028'INCHES UNDERGROUND. IT IS 139 FEET SOUTHEAST OF THE SOUTHEAST
 EH3028'CORNER OF THE CHURCH BUILDING, 123 FEET EAST OF A 10 INCH OAK
 EH3028'TREE, 87 FEET SOUTH OF A POWER POLE GUY POLE, AND 77 FEET WEST
 EH3028'OF THE CENTER OF THE GRAVELED ROAD. THE UNDERGROUND DISK IS SET
 EH3028'IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE SURFACE OF
 EH3028'THE GROUND.
 EH3028'
 EH3028'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GETHSEMANE NO 1
 EH3028'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH3028'SURFACE OF THE GROUND. IT IS 54 FEET EAST OF THE SOUTHEAST CORNER
 EH3028'OF THE CHURCH BUILDING, 51 FEET NORTH OF THE POWER POLE GUY POLE,
 EH3028'AND 37 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.
 EH3028'
 EH3028'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GETHSEMANE NO 2
 EH3028'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH3028'SURFACE OF THE GROUND. IT IS 157 FEET SOUTH-SOUTHWEST OF THE
 EH3028'SOUTHWEST CORNER OF THE CHURCH BUILDING, 37 FEET EAST-SOUTHEAST
 EH3028'OF A GRAVE HEAD STONE MARKER (WOODS), AND 29 FEET SOUTHEAST OF
 EH3028'THE 10 INCH OAK TREE.
 EH3028'
 EH3028'AZIMUTH MARK, A STANDARD DISK STAMPED GETHSEMANE 1965, IS SET IN
 EH3028'A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH. IT IS 33.3 FEET
 EH3028'SOUTHEAST OF THE CENTER OF THE SOUTH HEADWALL OF THE CONCRETE
 EH3028'CULVERT, 49 FEET SOUTH OF THE CENTER OF HIGHWAY 31, AND 2
 EH3028'FEET NORTH OF A METAL WITNESS POST.
 EH3028'
 EH3028'NOTE- REFERENCE MARKS MEASURED PULLING 7.5 KG. TAPE TENSION.
 EH3028'
 EH3028'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1890 ***********************************************************************
 FF1890  DESIGNATION -  GID
 FF1890  PID         -  FF1890
 FF1890  STATE/COUNTY-  AR/IZARD
 FF1890  USGS QUAD   -  GUION (1964)
 FF1890
 FF1890                         *CURRENT SURVEY CONTROL
 FF1890  ___________________________________________________________________
 FF1890* NAD 83(1997)-  35 57 13.14725(N)    091 53 51.06716(W)     ADJUSTED  
 FF1890* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 FF1890  ___________________________________________________________________
 FF1890  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FF1890  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FF1890
 FF1890  HORZ ORDER  -  SECOND
 FF1890
 FF1890.The horizontal coordinates were established by classical geodetic methods
 FF1890.and adjusted by the National Geodetic Survey in September 1999..
 FF1890
 FF1890.The orthometric height was scaled from a topographic map.
 FF1890
 FF1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1890
 FF1890.The geoid height was determined by GEOID03.
 FF1890
 FF1890;                    North         East     Units Scale Factor Converg.
 FF1890;SPC AR N     -   179,767.898   409,245.097   MT  0.99995666   +0 03 34.7
 FF1890;SPC AR N     -   589,788.51  1,342,664.96   sFT  0.99995666   +0 03 34.7
 FF1890;UTM  15      - 3,979,369.467   599,424.054   MT  0.99972180   +0 38 50.5
 FF1890
 FF1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1890!SPC AR N     -   0.99995599  x   0.99995666  =   0.99991266
 FF1890!UTM  15      -   0.99995599  x   0.99972180  =   0.99967781
 FF1890
 FF1890|---------------------------------------------------------------------|
 FF1890| PID    Reference Object                     Distance      Geod. Az  |
 FF1890|                                                           dddmmss.s |
 FF1890| CI1009 GID RM 1                              7.594 METERS 05223     |
 FF1890| CI1010 GID RM 2                             11.281 METERS 13729     |
 FF1890| FF1891 TT 2 D                              205.778 METERS 21708     |
 FF1890| FG1661 IRONS MT                            APPROX.15.0 KM 2260322.5 |
 FF1890| CI1011 GID RM 3                             13.889 METERS 31327     |
 FF1890|---------------------------------------------------------------------|
 FF1890
 FF1890                          SUPERSEDED SURVEY CONTROL
 FF1890
 FF1890  NAD 83(1986)-  35 57 13.15837(N)    091 53 51.06697(W) AD(       ) 2
 FF1890  NAD 27      -  35 57 12.89800(N)    091 53 50.53300(W) AD(       ) 2
 FF1890
 FF1890.Superseded values are not recommended for survey control.
 FF1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1890.See file dsdata.txt to determine how the superseded data were derived.
 FF1890
 FF1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9942479369(NAD 83)
 FF1890_MARKER: DS = TRIANGULATION STATION DISK
 FF1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1890
 FF1890  HISTORY     - Date     Condition        Report By
 FF1890  HISTORY     - 1953     MONUMENTED       CGS
 FF1890  HISTORY     - 1967     GOOD             CGS
 FF1890
 FF1890                          STATION DESCRIPTION
 FF1890
 FF1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FF1890'THE STATION IS IN SECTION 18, T 15 N, R 8 W, ABOUT 7-1/2
 FF1890'MILES SOUTH AND 1 MILE EAST OF MELBOURNE, 2-1/2 MILES EAST
 FF1890'AND 2 MILES NORTH OF GUION, 85 FEET SOUTH OF THE CENTER OF
 FF1890'A GRAVEL ROAD, 55 FEET SOUTH OF A WIRE FENCE AND 9 FEET NORTHWEST
 FF1890'OF A 4 X 4 INCH WITNESS POST.
 FF1890'
 FF1890'TO REACH THE STATION FROM THE POST OFFICE IN SAGE, GO SOUTH
 FF1890'ON STATE HIGHWAYS 69 AND 58 FOR 1.35 MILES TO A SIDE ROAD
 FF1890'ON THE RIGHT, TURN RIGHT AND FOLLOW THE MAIN GRAVELED ROAD
 FF1890'FOR 6.1 MILES TO A FORK AND STORE ON THE LEFT, TAKE RIGHT FORK
 FF1890'AND GO 1.8 MILES TO A WOOD GATE ON THE LEFT JUST AFTER PASSING
 FF1890'FARM HOME ON LEFT, TURN LEFT THROUGH GATE (AZIMUTH MARK MAY
 FF1890'BE REACHED FROM THIS POINT BY CONTINUING STRAIGHT AHEAD ON
 FF1890'THE GRAVEL ROAD FOR 0.25 MILE TO A WOOD GATE ON THE LEFT
 FF1890'AND MARK AS DESCRIBED) AND GO 0.1 MILE WESTERLY TO TOP OF
 FF1890'HILL AND STATION.
 FF1890'
 FF1890'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FF1890'STAMPED GID 1953.
 FF1890'
 FF1890'REFERENCE MARK 1 IS 20 FEET EAST OF THE WITNESS POST.  THE MARK
 FF1890'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED GID NO
 FF1890'1 1953.
 FF1890'
 FF1890'REFERENCE MARK 2 IS 29 FEET SOUTH OF THE WITNESS POST.  THE
 FF1890'MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2 INCH CAST
 FF1890'IRON SOIL PIPE WHICH PROJECTS 8 INCHES.  THE DISK IS STAMPED
 FF1890'GID NO 2 1953.
 FF1890'
 FF1890'2 D (USGS) WAS USED AS AN AZIMUTH MARK, IT IS A STANDARD US
 FF1890'GEOLOGICAL BENCH MARK DISK SET IN THE TOP OF AN 8 INCH SQUARE
 FF1890'CONCRETE POST WHICH PROJECTS 6 INCHES AND IS STAMPED 2D 1942.
 FF1890'
 FF1890'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FF1890
 FF1890                          STATION RECOVERY (1967)
 FF1890
 FF1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FF1890'STATION MARK, REFERENCE MARK 1 AND D2 (USGS) (AZIMUTH MARK)
 FF1890'WERE RECOVERED IN GOOD CONDITION WITH NO NOTICABLE DISPLACEMENT
 FF1890'OF THE MARKS.  REFERENCE MARK 2 HAS BEEN DESTROYED AND WAS
 FF1890'FOUND NEAR THE STATION.  FOLLOWING IS A NEW AND COMPLETE
 FF1890'DESCRIPTION DESCRIBING REFERENCE MARK 3 WHICH WAS ESTABLISHED
 FF1890'AT THIS TIME.
 FF1890'
 FF1890'STATION IS LOCATED ON THE HIGHEST POINT OF A BARE HILL, ABOUT
 FF1890'8 MILES SOUTH OF MELBOURNE, 3 MILES NORTHEAST OF GUION AND
 FF1890'IN SECTION 18, T. 15 N., R. 8 W.
 FF1890'
 FF1890'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 69 AND 58 ABOUT
 FF1890'1-1/2 MILES SOUTH OF SAGE, GO WEST ON STATE HIGHWAY 58 FOR 6.2
 FF1890'MILES TO A FORK AND A STORE ON THE LEFT.  CONTINUE ON STATE
 FF1890'HIGHWAY 58 AND GO WESTERLY FOR 1.9 MILES TO THE STATION ON
 FF1890'THE LEFT.  TO REACH D2 (USGS) CONTINUE WEST ON THE HIGHWAY FOR
 FF1890'0.15 MILE TO THE MARK ON THE LEFT.
 FF1890'
 FF1890'STATION MARK IS A STANDARD DISK, STAMPED GID 1953, SET IN
 FF1890'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 FF1890'IT IS 87 FEET SOUTHEAST OF STATE HIGHWAY 58, 77 FEET NORTHWEST
 FF1890'OF A POWERLINE POLE AND 45 FEET SOUTHEAST OF A FENCE.
 FF1890'
 FF1890'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GID NO 1 1953,
 FF1890'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 FF1890'SURFACE.  IT IS 87 FEET NORTHWEST OF THE POWERLINE POLE, 52 FEET
 FF1890'EAST OF A METAL WITNESS POST, 43 FEET SOUTHEAST OF THE FENCE
 FF1890'AND ABOUT THE SAME ELEVATION AS THE STATION.
 FF1890'
 FF1890'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GID NO 3 1953,
 FF1890'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 FF1890'GROUND SURFACE.  IT IS 122 FEET NORTHWEST OF THE POWERLINE
 FF1890'POLE, 42 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2 FEET
 FF1890'WEST OF THE METAL WITNESS POST AND ABOUT 3 FEET LOWER THAN
 FF1890'THE STATION.
 FF1890'
 FF1890'D2 (USGS) (AZIMUTH MARK) IS A U.S. GEOLOGICAL SURVEY BENCH
 FF1890'MARK DISK, STAMPED D2 1942, SET IN THE TOP OF A 6 INCH SQUARE
 FF1890'CONCRETE POST PROJECTING 6 INCHES.  IT IS 40 FEET SOUTH OF
 FF1890'THE CENTER OF STATE HIGHWAY 58, 37 FEET EAST OF A POWERLINE
 FF1890'POLE, 3 FEET NORTH OF A FENCE AND 2 FEET EAST OF A METAL
 FF1890'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1865 ***********************************************************************
 EJ1865  DESIGNATION -  GIFFORD
 EJ1865  PID         -  EJ1865
 EJ1865  STATE/COUNTY-  AR/HOT SPRING
 EJ1865  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1865
 EJ1865                         *CURRENT SURVEY CONTROL
 EJ1865  ___________________________________________________________________
 EJ1865* NAD 83(1997)-  34 20 09.26942(N)    092 45 40.28559(W)     ADJUSTED  
 EJ1865* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 EJ1865  ___________________________________________________________________
 EJ1865  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 EJ1865  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ1865
 EJ1865  HORZ ORDER  -  SECOND
 EJ1865
 EJ1865.This mark is at Malvern Airport (M78)
 EJ1865
 EJ1865.The horizontal coordinates were established by classical geodetic methods
 EJ1865.and adjusted by the National Geodetic Survey in September 1999..
 EJ1865
 EJ1865.The orthometric height was scaled from a topographic map.
 EJ1865
 EJ1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1865
 EJ1865.The geoid height was determined by GEOID03.
 EJ1865
 EJ1865;                    North         East     Units Scale Factor Converg.
 EJ1865;SPC AR S     -   585,401.057   329,960.986   MT  0.99993227   -0 25 33.7
 EJ1865;SPC AR S     - 1,920,603.30  1,082,547.00   sFT  0.99993227   -0 25 33.7
 EJ1865;UTM  15      - 3,799,427.651   521,966.382   MT  0.99960595   +0 08 04.9
 EJ1865
 EJ1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1865!SPC AR S     -   0.99997919  x   0.99993227  =   0.99991146
 EJ1865!UTM  15      -   0.99997919  x   0.99960595  =   0.99958515
 EJ1865
 EJ1865:                Primary Azimuth Mark                     Grid Az
 EJ1865:SPC AR S     -  ROLLA RADIO STA KCY 29 MAST              174 42 38.4
 EJ1865:UTM  15      -  ROLLA RADIO STA KCY 29 MAST              174 08 59.8
 EJ1865
 EJ1865|---------------------------------------------------------------------|
 EJ1865| PID    Reference Object                     Distance      Geod. Az  |
 EJ1865|                                                           dddmmss.s |
 EJ1865| EJ1841 ROLLA RADIO STA KCY 29 MAST         APPROX.14.5 KM 1741704.7 |
 EJ1865| EJ1863 ARKANSAS FORESTRY COMM LOT 51       APPROX. 6.0 KM 1763312.1 |
 EJ1865| CY6095 GIFFORD AZ MK                                      1945003.5 |
 EJ1865| CY6096 GIFFORD RM 1                         39.030 METERS 21413     |
 EJ1865| EJ1856 TWIN OAKS RAD STA KKE 96 NW TR      APPROX. 8.9 KM 2143429.5 |
 EJ1865| EJ1866 AIRPORT BEACON MALVERN MUN APT       15.420 METERS 22343     |
 EJ1865| CY6097 GIFFORD RM 2                         38.237 METERS 30332     |
 EJ1865| EJ1854 MALVERN RADIO STA KBOK MAST         APPROX. 8.2 KM 3085656.4 |
 EJ1865| EJ1851 MALVERN INTL SHOE CO WATER TK       APPROX. 7.2 KM 3104619.8 |
 EJ1865| EJ1853 MAGNET BAROID WATER TANK            APPROX.15.8 KM 3442128.2 |
 EJ1865|---------------------------------------------------------------------|
 EJ1865
 EJ1865                          SUPERSEDED SURVEY CONTROL
 EJ1865
 EJ1865  NAD 83(1986)-  34 20 09.28000(N)    092 45 40.27657(W) AD(       ) 2
 EJ1865  NAD 27      -  34 20 08.94413(N)    092 45 39.67663(W) AD(       ) 2
 EJ1865
 EJ1865.Superseded values are not recommended for survey control.
 EJ1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1865.See file dsdata.txt to determine how the superseded data were derived.
 EJ1865
 EJ1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2196699428(NAD 83)
 EJ1865_MARKER: DS = TRIANGULATION STATION DISK
 EJ1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1865
 EJ1865  HISTORY     - Date     Condition        Report By
 EJ1865  HISTORY     - 1964     MONUMENTED       CGS
 EJ1865  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1865
 EJ1865                          STATION DESCRIPTION
 EJ1865
 EJ1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1865'LOCATED AT THE NORTHEAST EDGE OF THE MALVERN MUNICIPAL AIRPORT
 EJ1865'ABOUT 1-1/2 MILES SOUTHEAST OF MALVERN, IN GIFFORD TOWNSHIP, ON
 EJ1865'THE SOUTH SIDE OF THE OLD SULPHUR SPRINGS ROAD, NEAR THE
 EJ1865'SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SEC. 32, T-4-S,
 EJ1865'R-16-W, AND ON CITY OWNED PROPERTY.  IT IS 144 FEET NORTHWEST
 EJ1865'OF AN AIR SOCK TOWER, 91 FEET EAST OF A FENCE, 80 FEET EAST OF
 EJ1865'A POWER POLE, 125 FEET SOUTHEAST OF A WITNESS POST AND 44 FEET
 EJ1865'NORTHEAST OF THE NORTHEAST LEG OF THE BEACON TOWER.  THE
 EJ1865'MONUMENT IS FLUSH AND THE DISK IS STAMPED GIFFORD 1964.
 EJ1865'
 EJ1865'TO REACH TT 2 B (USGS) FROM THE STATION, GO NORTH FOR ABOUT 300
 EJ1865'FEET TO A PAVED ROAD.  TURN RIGHT AND GO EAST ON THE PAVED ROAD
 EJ1865'FOR 0.1 MILE TO THE MARK ON THE LEFT.
 EJ1865'
 EJ1865'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.15
 EJ1865'MILE TO THE PAVED RUNWAY.  TURN RIGHT AND GO SOUTHWEST ON THE
 EJ1865'RUNWAY FOR 0.35 MILE TO THE END.  TURN LEFT AND GO SOUTH
 EJ1865'ACROSS CLEARING FOR 0.1 MILE TO THE EDGE OF WOODS AND THE
 EJ1865'AZIMUTH MARK.
 EJ1865'
 EJ1865'REFERENCE MARK 1 IS 106 FEET SOUTHWEST OF THE POWER POLE,
 EJ1865'1 FOOT EAST OF THE FENCE AND 74 FEET SOUTHWEST OF THE SOUTHWEST
 EJ1865'LEG OF THE BEACON TOWER.  THE MONUMENT PROJECTS 2 INCHES AND THE
 EJ1865'DISK IS STAMPED GIFFORD NO 1 1964.
 EJ1865'
 EJ1865'REFERENCE MARK 2 IS 74 FEET NORTH OF THE POWER POLE, 51 FEET
 EJ1865'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE WITNESS
 EJ1865'POST AND 1 FOOT EAST OF THE FENCE.  THE MONUMENT PROJECTS 2
 EJ1865'INCHES AND THE DISK IS STAMPED GIFFORD NO 2 1964.
 EJ1865'
 EJ1865'TT 2 B (USGS) IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP
 EJ1865'OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 4 INCHES.
 EJ1865'IT IS 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 25 FEET
 EJ1865'NORTHWEST OF A TELEPHONE POLE, 14 FEET SOUTH OF A 24 INCH
 EJ1865'HICKORY TREE AND 10 FEET NORTH OF A FENCE.  THE DISK IS STAMPED
 EJ1865'1944 TT 2 B.
 EJ1865'
 EJ1865'THE AZIMUTH MARK IS ABOUT 500 FEET SOUTH OF THE SOUTHWEST END
 EJ1865'OF THE RUNWAY, 9 FEET SOUTHWEST OF THE CENTERLINE OF A WOODS
 EJ1865'ROAD, 5 FEET NORTHWEST OF A 10 INCH OAK TREE AND 1 FOOT NORTH
 EJ1865'OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 EJ1865'DISK IS STAMPED GIFFORD 1964.
 EJ1865'
 EJ1865'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ1865
 EJ1865                          STATION RECOVERY (1998)
 EJ1865
 EJ1865'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3116 ***********************************************************************
 EH3116  DESIGNATION -  GIL
 EH3116  PID         -  EH3116
 EH3116  STATE/COUNTY-  AR/ST FRANCIS
 EH3116  USGS QUAD   -  HAYNES (1992)
 EH3116
 EH3116                         *CURRENT SURVEY CONTROL
 EH3116  ___________________________________________________________________
 EH3116* NAD 83(1997)-  34 56 43.51996(N)    090 46 28.26651(W)     ADJUSTED  
 EH3116* NAVD 88     -        75.1    (meters)     246.     (feet)  VERTCON   
 EH3116  ___________________________________________________________________
 EH3116  X           -     -70,749.665 (meters)                     COMP
 EH3116  Y           -  -5,233,458.492 (meters)                     COMP
 EH3116  Z           -   3,632,932.856 (meters)                     COMP
 EH3116  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 EH3116  ELLIP HEIGHT-          47.93  (meters)          (09/24/01) GPS OBS
 EH3116  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH3116
 EH3116  HORZ ORDER  -  FIRST
 EH3116  ELLP ORDER  -  FOURTH    CLASS II
 EH3116
 EH3116.This mark is at Forrest City Airport (FCY)
 EH3116
 EH3116.The horizontal coordinates were established by GPS observations
 EH3116.and adjusted by the National Geodetic Survey in September 1999..
 EH3116
 EH3116.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3116
 EH3116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3116
 EH3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3116
 EH3116.The ellipsoidal height was determined by GPS observations
 EH3116.and is referenced to NAD 83.
 EH3116
 EH3116.The geoid height was determined by GEOID03.
 EH3116
 EH3116;                    North         East     Units Scale Factor Converg.
 EH3116;SPC AR N     -    68,603.219   511,943.042   MT  0.99999765   +0 42 47.2
 EH3116;SPC AR N     -   225,075.73  1,679,599.80   sFT  0.99999765   +0 42 47.2
 EH3116;SPC AR S     -   653,425.165   511,948.533   MT  1.00004476   +0 41 09.2
 EH3116;SPC AR S     - 2,143,779.06  1,679,617.81   sFT  1.00004476   +0 41 09.2
 EH3116;UTM  15      - 3,869,252.094   703,231.338   MT  1.00010907   +1 16 30.7
 EH3116
 EH3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3116!SPC AR N     -   0.99999248  x   0.99999765  =   0.99999013
 EH3116!SPC AR S     -   0.99999248  x   1.00004476  =   1.00003724
 EH3116!UTM  15      -   0.99999248  x   1.00010907  =   1.00010155
 EH3116
 EH3116                          SUPERSEDED SURVEY CONTROL
 EH3116
 EH3116  ELLIP H (09/14/99)   48.03   (m)                       GP(       ) 4 1
 EH3116  NAD 83(1997)-  34 56 43.52226(N)    090 46 28.26461(W) AD(       ) 1
 EH3116  NAD 83(1986)-  34 56 43.52834(N)    090 46 28.26229(W) AD(       ) 1
 EH3116  NGVD 29 (11/13/90)   75.1    (m)          246.     (f) GPS OBS        
 EH3116
 EH3116.Superseded values are not recommended for survey control.
 EH3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3116.See file dsdata.txt to determine how the superseded data were derived.
 EH3116
 EH3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0323169252(NAD 83)
 EH3116_MARKER: DS = TRIANGULATION STATION DISK
 EH3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3116_SP_SET: CONCRETE POST
 EH3116_STAMPING: GIL 1986
 EH3116_MARK LOGO: NGS   
 EH3116_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3116+STABILITY: SURFACE MOTION
 EH3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3116+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 EH3116
 EH3116  HISTORY     - Date     Condition        Report By
 EH3116  HISTORY     - 1986     MONUMENTED       NGS
 EH3116  HISTORY     - 19890601 GOOD             NGS
 EH3116  HISTORY     - 19900413 GOOD
 EH3116  HISTORY     - 19910108 GOOD             NGS
 EH3116  HISTORY     - 20050419 GOOD             USACE
 EH3116
 EH3116                          STATION DESCRIPTION
 EH3116
 EH3116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EH3116'STATION IS LOCATED ABOUT 18.7 KM (11.6 MI) NORTH OF MARIANNA, 12.2 KM
 EH3116'(7.6 MI) SOUTHEAST OF PALESTINE, AND 6.1 KM (3.8 MI) SOUTH OF FORREST
 EH3116'CITY.  AT THE FORREST CITY MUNICIPAL AIRPORT. OWNERSHIP--CITY OF
 EH3116'FORREST CITY AR 72335.  PHONE IS 501-633-4511. AIRPORT MANAGER IS GIL
 EH3116'GILBREATH, RTE 2 BOX 530, FORREST CITY, AR72335.  PHONE IS
 EH3116'501-633-4511 OR 501-633-4514 OR HOME 501-633-0554.
 EH3116'TO REACH FROM THE POST OFFICE IN FORREST CITY.  GO SOUTH ON STATE
 EH3116'HIGHWAY 1 FOR 6.11 KM (3.80 MI) TO A PAVED ROAD ON THE LEFT AND STATE
 EH3116'HIGHWAY 1 TURNS TO THE SOUTHWEST,  TURN LEFT AND GO SOUTHEAST, AND
 EH3116'SOUTH ON THE PAVED ROAD FOR 2.11 KM (1.31 MI) TO A PAVED ROAD ON THE
 EH3116'RIGHT.  TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.06
 EH3116'KM (0.04 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT. PASS
 EH3116'THROUGH THE GATE AND CONTINUE WEST ACROSS AN APRON FOR 125 FEET TO A
 EH3116'TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR
 EH3116'0.36 KM (0.22 MI) TO THE STATION ON THE LEFT.
 EH3116'STATION IS STANDARD NGS STATION STAMPED ---GIL 1986---. SET IN THE TOP
 EH3116'A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 EH3116'39.0 M (128.0 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT SOUTH OF THE
 EH3116'NORTH END OF RUNWAY 17, 33.4 M (109.6 FT) NORTHEAST OF THE SECOND
 EH3116'RUNWAY LIGHT SOUTH OF THE NORTH END OF RUNWAY 17, 26.7 M (87.6 FT)
 EH3116'EAST OF THE EAST EDGE OF RUNWAY 17, 24.7 M (81.0 FT) SOUTH OF THE
 EH3116'SOUTH HEADWALL OF A CONCRETE CULVERT, 12.8 M (42.0 FT) WEST OF THE
 EH3116'WEST EDGE OF A TAXIWAY, AND 2.0 M (6.6 FT) WEST OF A CARSONITE
 EH3116'WITNESS POST.
 EH3116'DESCRIBED BY E.J.HANSMANN.
 EH3116
 EH3116                          STATION RECOVERY (1990)
 EH3116
 EH3116'RECOVERED 1990
 EH3116'RECOVERED IN GOOD CONDITION.
 EH3116
 EH3116                          STATION RECOVERY (1991)
 EH3116
 EH3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH3116'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) SOUTH OF FORREST CITY AT
 EH3116'THE FORREST CITY MUNICIPAL AIRPORT ON THE WEST SIDE OF THE TAXIWAY
 EH3116'FOR RUNWAY 1.  OWNERSHIP--CITY OF FORREST CITY, FORREST CITY TOWN
 EH3116'HALL, FORREST CITY, AR 72335, PHONE 501-663-4511, AIRPORT MANAGER IS
 EH3116'GIL GILBREATH, PHONE 501-663-4514 OR HOME PHONE 501-663-0554.
 EH3116'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 334, ON
 EH3116'THE SOUTH SIDE OF FORREST CITY, GO SOUTH-SOUTHWEST ON STATE HIGHWAY 1
 EH3116'FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF COUNTY ROAD 980 ON THE LEFT,
 EH3116'TURN LEFT, SOUTH, ON COUNTY ROAD 980 FOR 1.93 KM (1.20 MI) TO THE
 EH3116'AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, WEST, ON THE ENTRANCE
 EH3116'ROAD FOR ABOUT 0.08 KM (0.05 MI) TO A GATE.  PASS THRU THE GATE AND
 EH3116'ONTO THE APRON, BEAR RIGHT, NORTHWEST, ACROSS THE APRON TO THE
 EH3116'TAXIWAY, TURN RIGHT, NORTH, ON THE TAXIWAY FOR 0.32 KM (0.20 MI) TO
 EH3116'THE STATION ON THE LEFT ON THE WEST SIDE OF A DITCH AND SOUTH OF A
 EH3116'CULVERT.
 EH3116'THE STATION IS LOCATED 39.0 M (128.0 FT) SOUTHEAST OF THE FIRST RUNWAY
 EH3116'LIGHT SOUTH OF THE END OF RUNWAY 1, 33.4 M (109.6 FT) NORTHEAST OF
 EH3116'THE SECOND RUNWAY LIGHT SOUTH OF THE END OF RUNWAY 1, 24.7 M
 EH3116'(81.0 FT) SOUTH OF THE SOUTH HEADWALL OF A CULVERT, 12.8 M (42.0 FT)
 EH3116'WEST OF THE WEST EDGE OF THE TAXIWAY AND 2.0 M (6.6 FT) WEST OF A
 EH3116'FIBERGLASS WITNESS POST.
 EH3116
 EH3116                          STATION RECOVERY (2005)
 EH3116
 EH3116'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH3116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3117 ***********************************************************************
 EH3117  DESIGNATION -  GIL AZ MK
 EH3117  PID         -  EH3117
 EH3117  STATE/COUNTY-  AR/LEE
 EH3117  USGS QUAD   -  HAYNES (1992)
 EH3117
 EH3117                         *CURRENT SURVEY CONTROL
 EH3117  ___________________________________________________________________
 EH3117* NAD 83(1997)-  34 56 18.78021(N)    090 46 28.63906(W)     ADJUSTED  
 EH3117* NAVD 88     -        73.4    (meters)     241.     (feet)  VERTCON   
 EH3117  ___________________________________________________________________
 EH3117  X           -     -70,765.003 (meters)                     COMP
 EH3117  Y           -  -5,233,893.634 (meters)                     COMP
 EH3117  Z           -   3,632,306.948 (meters)                     COMP
 EH3117  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 EH3117  ELLIP HEIGHT-          46.28  (meters)          (09/24/01) GPS OBS
 EH3117  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH3117
 EH3117  HORZ ORDER  -  FIRST
 EH3117  ELLP ORDER  -  FOURTH    CLASS II
 EH3117
 EH3117.This mark is at Forrest City Airport (FCY)
 EH3117
 EH3117.The horizontal coordinates were established by GPS observations
 EH3117.and adjusted by the National Geodetic Survey in September 1999..
 EH3117
 EH3117.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3117
 EH3117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3117
 EH3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3117
 EH3117.The ellipsoidal height was determined by GPS observations
 EH3117.and is referenced to NAD 83.
 EH3117
 EH3117.The geoid height was determined by GEOID03.
 EH3117
 EH3117;                    North         East     Units Scale Factor Converg.
 EH3117;SPC AR S     -   652,662.680   511,948.206   MT  1.00004286   +0 41 09.0
 EH3117;SPC AR S     - 2,141,277.48  1,679,616.74   sFT  1.00004286   +0 41 09.0
 EH3117;SPC AR N     -    67,840.768   511,943.078   MT  0.99999898   +0 42 47.0
 EH3117;SPC AR N     -   222,574.25  1,679,599.92   sFT  0.99999898   +0 42 47.0
 EH3117;UTM  15      - 3,868,489.596   703,238.852   MT  1.00010911   +1 16 29.7
 EH3117
 EH3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3117!SPC AR S     -   0.99999274  x   1.00004286  =   1.00003560
 EH3117!SPC AR N     -   0.99999274  x   0.99999898  =   0.99999172
 EH3117!UTM  15      -   0.99999274  x   1.00010911  =   1.00010184
 EH3117
 EH3117                          SUPERSEDED SURVEY CONTROL
 EH3117
 EH3117  ELLIP H (09/14/99)   46.37   (m)                       GP(       ) 4 1
 EH3117  NAD 83(1997)-  34 56 18.78251(N)    090 46 28.63716(W) AD(       ) 1
 EH3117  NAD 83(1986)-  34 56 18.78859(N)    090 46 28.63484(W) AD(       ) 1
 EH3117  NGVD 29 (11/13/90)   73.3    (m)          240.     (f) GPS OBS        
 EH3117
 EH3117.Superseded values are not recommended for survey control.
 EH3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3117.See file dsdata.txt to determine how the superseded data were derived.
 EH3117
 EH3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0323968490(NAD 83)
 EH3117_MARKER: DZ = AZIMUTH MARK DISK
 EH3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3117_SP_SET: CONCRETE POST
 EH3117_STAMPING: GIL 1986
 EH3117_MARK LOGO: NGS   
 EH3117_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3117+STABILITY: SURFACE MOTION
 EH3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3117+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 EH3117
 EH3117  HISTORY     - Date     Condition        Report By
 EH3117  HISTORY     - 1986     MONUMENTED       NGS
 EH3117  HISTORY     - 19890601 GOOD             NGS
 EH3117  HISTORY     - 19900413 GOOD
 EH3117  HISTORY     - 20050419 GOOD             USACE
 EH3117
 EH3117                          STATION DESCRIPTION
 EH3117
 EH3117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EH3117'STATION IS LOCATED ABOUT 18.7 KM (11.6 MI) NORTH OF MARIANNA, 12.2 KM
 EH3117'(7.6 MI) SOUTHEAST OF PALESTINE, AND 6.1 KM (3.8 MI) SOUTH OF FORREST
 EH3117'CITY.  AT THE FORREST CITY MUNICIPAL AIRPORT. OWNERSHIP--CITY OF
 EH3117'FORREST CITY AR 72335.  PHONE IS 501-633-4511. AIRPORT MANAGER IS GIL
 EH3117'GILBREATH, RTE 2 BOX 530, FORREST CITY AR 72335.  PHONE IS
 EH3117'501-633-4511, 501-633-4514, OR HOME 501-633-0554.
 EH3117'TO REACH FROM THE POST OFFICE IN FORREST CITY.  GO SOUTH ON STATE
 EH3117'HIGHWAY 1 FOR 6.11 KM (3.80 MI) TO A PAVED ROAD ON THE LEFT AND STATE
 EH3117'HIGHWAY 1 TURNS TO THE SOUTHWEST.  TURN LEFT AND GO SOUTH, EAST, AND
 EH3117'SOUTH ON THE PAVED ROAD FOR 2.11 KM (1.31 MI) TO A PAVED ROAD ON THE
 EH3117'RIGHT.  TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.06
 EH3117'KM (0.04 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.  PASS
 EH3117'THROUGH THE GATE AND CONTINUE WEST ACROSS AN APRON AND ALONG A
 EH3117'TAXIWAY FOR 0.08 KM (0.05 MI) TO THE RUNWAY. TURN LEFT AND GO SOUTH
 EH3117'ON THE RUNWAY FOR 0.38 KM (0.24 MI) TO THE STATION ON THE LEFT.
 EH3117'STATION IS A STANDARD NGS STATION DISK STAMPED---GIL 1986---.  SET IN
 EH3117'THE TOP OF A 30-CM CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 EH3117'IS 48.5 M (159.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF A TURNAROUND,
 EH3117'39.5 M (129.6 FT) SOUTHEAST OF THE SECOND RUNWAY LIGHT NORTH OF THE
 EH3117'SOUTH END OF RUNWAY 35, 38.7 M (127.0 FT) NORTHEAST OF THE FIRST
 EH3117'RUNWAY LIGHT NORTH OF THE SOUTH END OF RUNWAY 35, 30.7 M (100.7 FT)
 EH3117'EAST OF THE EAST EDGE OF RUNWAY 35, AND 1.2 M (3.9 FT) WEST OF A
 EH3117'CARSONITE WITNESS POST.
 EH3117'DESCRIBED BY E.J.HANSMANN.
 EH3117
 EH3117                          STATION RECOVERY (1990)
 EH3117
 EH3117'RECOVERED 1990
 EH3117'RECOVERED IN GOOD CONDITION.
 EH3117
 EH3117                          STATION RECOVERY (2005)
 EH3117
 EH3117'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH3117'DATA SHEET STATES MARK IN LEE COUNTY, ACTUALLY IT IS ST. FRANCIS
 EH3117'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2964 ***********************************************************************
 EH2964  DESIGNATION -  GILLETT BAUER ELEV DRYER TK
 EH2964  PID         -  EH2964
 EH2964  STATE/COUNTY-  AR/ARKANSAS
 EH2964  USGS QUAD   -  TICHNOR (1972)
 EH2964
 EH2964                         *CURRENT SURVEY CONTROL
 EH2964  ___________________________________________________________________
 EH2964* NAD 83(1997)-  34 07 40.94440(N)    091 22 20.82123(W)     ADJUSTED  
 EH2964* NAVD 88     -                                                        
 EH2964  ___________________________________________________________________
 EH2964  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 EH2964  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH2964
 EH2964  HORZ ORDER  -  THIRD
 EH2964
 EH2964.The horizontal coordinates were established by classical geodetic methods
 EH2964.and adjusted by the National Geodetic Survey in September 1999..
 EH2964
 EH2964
 EH2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2964
 EH2964.The geoid height was determined by GEOID03.
 EH2964
 EH2964;                    North         East     Units Scale Factor Converg.
 EH2964;SPC AR S     -   562,261.720   457,883.904   MT  0.99991980   +0 21 04.4
 EH2964;SPC AR S     - 1,844,686.99  1,502,240.78   sFT  0.99991980   +0 21 04.4
 EH2964;UTM  15      - 3,777,549.089   650,082.337   MT  0.99987766   +0 54 47.9
 EH2964
 EH2964                          SUPERSEDED SURVEY CONTROL
 EH2964
 EH2964  NAD 83(1986)-  34 07 40.95210(N)    091 22 20.81602(W) AD(       ) 4
 EH2964  NAD 27      -  34 07 40.59380(N)    091 22 20.38448(W) AD(       ) 3
 EH2964
 EH2964.Superseded values are not recommended for survey control.
 EH2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2964.See file dsdata.txt to determine how the superseded data were derived.
 EH2964
 EH2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5008277549(NAD 83)
 EH2964_MARKER: 53 = ELEVATED TANK
 EH2964
 EH2964  HISTORY     - Date     Condition        Report By
 EH2964  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2964
 EH2964                          STATION DESCRIPTION
 EH2964
 EH2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2964'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ABOUT 1/2
 EH2964'MILE NORTHEAST OF THE BUSINESS DISTRICT OF GILLETT.  IT IS A
 EH2964'SLENDER 4-LEGGED STEEL STRUCTURE PAINTED SILVER AND THE
 EH2964'OVERALL HEIGHT IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2971 ***********************************************************************
 EH2971  DESIGNATION -  GILLETT MUNICIPAL TANK
 EH2971  PID         -  EH2971
 EH2971  STATE/COUNTY-  AR/ARKANSAS
 EH2971  USGS QUAD   -  GILLETT (1972)
 EH2971
 EH2971                         *CURRENT SURVEY CONTROL
 EH2971  ___________________________________________________________________
 EH2971* NAD 83(1997)-  34 07 01.26063(N)    091 22 47.88799(W)     ADJUSTED  
 EH2971* NAVD 88     -                                                        
 EH2971  ___________________________________________________________________
 EH2971  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 EH2971  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EH2971
 EH2971  HORZ ORDER  -  THIRD
 EH2971
 EH2971.The horizontal coordinates were established by classical geodetic methods
 EH2971.and adjusted by the National Geodetic Survey in September 1999..
 EH2971
 EH2971
 EH2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2971
 EH2971.The geoid height was determined by GEOID03.
 EH2971
 EH2971;                    North         East     Units Scale Factor Converg.
 EH2971;SPC AR S     -   561,034.863   457,197.823   MT  0.99991950   +0 20 49.3
 EH2971;SPC AR S     - 1,840,661.88  1,499,989.86   sFT  0.99991950   +0 20 49.3
 EH2971;UTM  15      - 3,776,315.615   649,408.350   MT  0.99987518   +0 54 31.7
 EH2971
 EH2971                          SUPERSEDED SURVEY CONTROL
 EH2971
 EH2971  NAD 83(1986)-  34 07 01.26831(N)    091 22 47.88272(W) AD(       ) 4
 EH2971  NAD 27      -  34 07 00.91011(N)    091 22 47.45127(W) AD(       ) 3
 EH2971
 EH2971.Superseded values are not recommended for survey control.
 EH2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2971.See file dsdata.txt to determine how the superseded data were derived.
 EH2971
 EH2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4940876316(NAD 83)
 EH2971_MARKER: 51 = TANK
 EH2971_SETTING: 0 = UNSPECIFIED SETTING
 EH2971
 EH2971  HISTORY     - Date     Condition        Report By
 EH2971  HISTORY     - 1940     FIRST OBSERVED   CGS
 EH2971  HISTORY     - 1965     SEE DESCRIPTION  CGS
 EH2971
 EH2971                          STATION DESCRIPTION
 EH2971
 EH2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2971'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 EH2971'TANK OF GILLETT.  TANK IS A STEEL STRUCTURE PAINTED SILVER
 EH2971'ON SILVER LEGS, APPROXIMATELY 100 FEET TO PLATFORM AND 30
 EH2971'FEET FROM PLATFORM TO FINIAL.  IT IS LOCATED IN THE SW PART
 EH2971'OF GILLETT, ABOUT 130 FEET S OF ARKANSAS HIGHWAY NO.1.  THIS
 EH2971'IS AN INTERSECTION STATION.
 EH2971
 EH2971                          STATION RECOVERY (1965)
 EH2971
 EH2971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2971'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2970 ***********************************************************************
 EH2970  DESIGNATION -  GILLETT RESET
 EH2970  PID         -  EH2970
 EH2970  STATE/COUNTY-  AR/ARKANSAS
 EH2970  USGS QUAD   -  GILLETT (1972)
 EH2970
 EH2970                         *CURRENT SURVEY CONTROL
 EH2970  ___________________________________________________________________
 EH2970* NAD 83(1997)-  34 05 27.60514(N)    091 24 18.41351(W)     ADJUSTED  
 EH2970* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 EH2970  ___________________________________________________________________
 EH2970  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 EH2970  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EH2970
 EH2970  HORZ ORDER  -  SECOND
 EH2970
 EH2970.The horizontal coordinates were established by classical geodetic methods
 EH2970.and adjusted by the National Geodetic Survey in September 1999..
 EH2970
 EH2970.The orthometric height was scaled from a topographic map.
 EH2970
 EH2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2970
 EH2970.The geoid height was determined by GEOID03.
 EH2970
 EH2970;                    North         East     Units Scale Factor Converg.
 EH2970;SPC AR S     -   558,135.640   454,894.903   MT  0.99991896   +0 19 58.6
 EH2970;SPC AR S     - 1,831,150.01  1,492,434.36   sFT  0.99991896   +0 19 58.6
 EH2970;UTM  15      - 3,773,394.104   647,134.061   MT  0.99986686   +0 53 38.8
 EH2970
 EH2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2970!SPC AR S     -   0.99999550  x   0.99991896  =   0.99991446
 EH2970!UTM  15      -   0.99999550  x   0.99986686  =   0.99986236
 EH2970
 EH2970:                Primary Azimuth Mark                     Grid Az
 EH2970:SPC AR S     -  GILLETT BAUER ELEV DRYER TK              035 55 12.7
 EH2970:UTM  15      -  GILLETT BAUER ELEV DRYER TK              035 21 32.5
 EH2970
 EH2970|---------------------------------------------------------------------|
 EH2970| PID    Reference Object                     Distance      Geod. Az  |
 EH2970|                                                           dddmmss.s |
 EH2970| EH2964 GILLETT BAUER ELEV DRYER TK         APPROX. 5.1 KM 0361511.3 |
 EH2970| EH2965 GILLETT RICE GROWERS ASSN ELEV      APPROX. 4.8 KM 0362012.9 |
 EH2970| EH2971 GILLETT MUNICIPAL TANK              APPROX. 3.7 KM 0384737.9 |
 EH2970| CY6101 GILLETT RM 3                         50.222 METERS 10500     |
 EH2970| CY6099 GILLETT RM 1                         77.115 METERS 24735     |
 EH2970| CY6098 GILLETT AZ MK                                      2683707.2 |
 EH2970| CY6100 GILLETT RM 2                         65.362 METERS 34517     |
 EH2970|---------------------------------------------------------------------|
 EH2970
 EH2970                          SUPERSEDED SURVEY CONTROL
 EH2970
 EH2970  NAD 83(1986)-  34 05 27.61282(N)    091 24 18.40825(W) AD(       ) 2
 EH2970  NAD 27      -  34 05 27.25411(N)    091 24 17.97441(W) AD(       ) 2
 EH2970
 EH2970.Superseded values are not recommended for survey control.
 EH2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2970.See file dsdata.txt to determine how the superseded data were derived.
 EH2970
 EH2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4713473394(NAD 83)
 EH2970_MARKER: DS = TRIANGULATION STATION DISK
 EH2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2970_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2970_STAMPING: GILLETT 1940 1965
 EH2970_PROJECTION: RECESSED 40 CENTIMETERS
 EH2970
 EH2970  HISTORY     - Date     Condition        Report By
 EH2970  HISTORY     - 1965     MONUMENTED       CGS
 EH2970
 EH2970                          STATION DESCRIPTION
 EH2970
 EH2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2970'THE STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 EH2970'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 EH2970'TO REFERENCE MARK NO. 1 AND THE AZIMUTH MARK CHECKED.  REFERENCE
 EH2970'MARK NO. 2 WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.
 EH2970'A REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.  THE
 EH2970'SURFACE MONUMENT OF THE STATION WAS LOWERED AT THIS TIME,
 EH2970'AT THE REQUEST OF THE PROPERTY OWNER.  A NEW DESCRIPTION
 EH2970'FOLLOWS-
 EH2970'
 EH2970'THE STATION IS LOCATED 2.7 MILES SOUTHWEST OF GILLETT, AND
 EH2970'ON PROPERTY OWNED BY THE HOLZHAUR BROTHERS.
 EH2970'
 EH2970'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GILLETT, GO
 EH2970'WEST ON MAIN STREET FOR 0.75 MILE TO A T-ROAD.  TURN LEFT
 EH2970'AND GO SOUTH ON A GRAVELED ROAD FOR 1.8 MILES TO A CROSSROAD.
 EH2970'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.75 MILES
 EH2970'TO A DRIVEWAY ON THE RIGHT AND THE STATION ON THE RIGHT.
 EH2970'
 EH2970'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED
 EH2970'ROAD FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH
 EH2970'MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 EH2970'
 EH2970'STATION MARKS ARE STANDARD DISKS STAMPED GILLETT 1940 1965.
 EH2970'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH
 EH2970'IS 16 INCHES UNDERGROUND.  IT IS 166 FEET NORTHWEST OF A POWER
 EH2970'POLE, 164 FEET NORTHWEST OF A METAL WITNESS POST, 144 FEET
 EH2970'NORTHEAST OF A POWER POLE, 69 FEET NORTH OF THE CENTER
 EH2970'OF A GRAVELED ROAD, AND 28 FEET EAST OF THE CENTER OF A
 EH2970'DRIVEWAY.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EH2970'CONCRETE 45 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2970'
 EH2970'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GILLETT NO 1 1940,
 EH2970'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 EH2970'IT IS 62 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BARN,
 EH2970'28 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 22 FEET
 EH2970'EAST OF A 16 INCH CEDAR TREE, AND 1 FOOT EAST OF A METAL WITNESS
 EH2970'POST.
 EH2970'
 EH2970'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GILLETT NO 3 1940,
 EH2970'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH2970'IT IS 93 FEET NORTHEAST OF AN 18 INCH CEDAR TREE, 26 FEET
 EH2970'NORTH OF THE CENTER OF THE GRAVELED ROAD, 2 FEET WEST OF
 EH2970'THE POWER POLE, AND 1 FOOT NORTHEAST OF THE METAL WITNESS POST.
 EH2970'
 EH2970'AZIMUTH MARK, A STANDARD DISK STAMPED GILLETT 1940, IS SET
 EH2970'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 EH2970'41 FEET EAST OF THE CENTER OF A DRIVEWAY, 27 FEET SOUTH OF
 EH2970'THE CENTER OF THE GRAVELED ROAD, AND 1 FOOT EAST OF A METAL
 EH2970'WITNESS POST.
 EH2970'
 EH2970'NOTE- REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION.
 EH2970'
 EH2970'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2965 ***********************************************************************
 EH2965  DESIGNATION -  GILLETT RICE GROWERS ASSN ELEV
 EH2965  PID         -  EH2965
 EH2965  STATE/COUNTY-  AR/ARKANSAS
 EH2965  USGS QUAD   -  TICHNOR (1972)
 EH2965
 EH2965                         *CURRENT SURVEY CONTROL
 EH2965  ___________________________________________________________________
 EH2965* NAD 83(1997)-  34 07 33.37189(N)    091 22 27.16238(W)     ADJUSTED  
 EH2965* NAVD 88     -                                                        
 EH2965  ___________________________________________________________________
 EH2965  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 EH2965  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH2965
 EH2965  HORZ ORDER  -  THIRD
 EH2965
 EH2965.The horizontal coordinates were established by classical geodetic methods
 EH2965.and adjusted by the National Geodetic Survey in September 1999..
 EH2965
 EH2965
 EH2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2965
 EH2965.The geoid height was determined by GEOID03.
 EH2965
 EH2965;                    North         East     Units Scale Factor Converg.
 EH2965;SPC AR S     -   562,027.422   457,722.862   MT  0.99991974   +0 21 00.9
 EH2965;SPC AR S     - 1,843,918.30  1,501,712.42   sFT  0.99991974   +0 21 00.9
 EH2965;UTM  15      - 3,777,313.231   649,923.607   MT  0.99987708   +0 54 44.1
 EH2965
 EH2965                          SUPERSEDED SURVEY CONTROL
 EH2965
 EH2965  NAD 83(1986)-  34 07 33.37964(N)    091 22 27.15712(W) AD(       ) 4
 EH2965  NAD 27      -  34 07 33.02109(N)    091 22 26.72524(W) AD(       ) 3
 EH2965
 EH2965.Superseded values are not recommended for survey control.
 EH2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2965.See file dsdata.txt to determine how the superseded data were derived.
 EH2965
 EH2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4992477313(NAD 83)
 EH2965_MARKER: 65 = GRAIN ELEVATOR
 EH2965
 EH2965  HISTORY     - Date     Condition        Report By
 EH2965  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2965
 EH2965                          STATION DESCRIPTION
 EH2965
 EH2965'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2965'THE STATION IS THE CENTER OF THE TOP OF THE ELEVATOR, LOCATED
 EH2965'ABOUT 1/2 MILE NORTHEAST OF GILLETT.  IT IS A ROUND CONCRETE
 EH2965'ELEVATOR PAINTED SILVER AND THE OVERALL HEIGHT IS ABOUT
 EH2965'100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0750 ***********************************************************************
 EK0750  DESIGNATION -  GILLHAM
 EK0750  PID         -  EK0750
 EK0750  STATE/COUNTY-  AR/SEVIER
 EK0750  USGS QUAD   -  GILLHAM (1964)
 EK0750
 EK0750                         *CURRENT SURVEY CONTROL
 EK0750  ___________________________________________________________________
 EK0750* NAD 83(1997)-  34 10 37.34457(N)    094 18 42.86559(W)     ADJUSTED  
 EK0750* NAVD 88     -       259.556  (meters)     851.56   (feet)  ADJUSTED  
 EK0750  ___________________________________________________________________
 EK0750  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 EK0750  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EK0750  DYNAMIC HT  -         259.291 (meters)     850.69  (feet)  COMP
 EK0750  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 EK0750
 EK0750  HORZ ORDER  -  FIRST
 EK0750  VERT ORDER  -  FIRST     CLASS II
 EK0750
 EK0750.The horizontal coordinates were established by classical geodetic methods
 EK0750.and adjusted by the National Geodetic Survey in September 1999..
 EK0750
 EK0750.The orthometric height was determined by differential leveling
 EK0750.and adjusted by the National Geodetic Survey in June 1991..
 EK0750
 EK0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0750
 EK0750.The geoid height was determined by GEOID03.
 EK0750
 EK0750.The dynamic height is computed by dividing the NAVD 88
 EK0750.geopotential number by the normal gravity value computed on the
 EK0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0750.degrees latitude (g = 980.6199 gals.).
 EK0750
 EK0750.The modeled gravity was interpolated from observed gravity values.
 EK0750
 EK0750;                    North         East     Units Scale Factor Converg.
 EK0750;SPC AR S     -   569,925.674   186,893.911   MT  0.99992156   -1 17 38.2
 EK0750;SPC AR S     - 1,869,831.15    613,167.77   sFT  0.99992156   -1 17 38.2
 EK0750;UTM  15      - 3,782,563.765   379,096.210   MT  0.99978019   -0 44 13.4
 EK0750
 EK0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0750!SPC AR S     -   0.99996369  x   0.99992156  =   0.99988526
 EK0750!UTM  15      -   0.99996369  x   0.99978019  =   0.99974389
 EK0750
 EK0750|---------------------------------------------------------------------|
 EK0750| PID    Reference Object                     Distance      Geod. Az  |
 EK0750|                                                           dddmmss.s |
 EK0750| EK0752 GILLHAM RM 1                         27.066 METERS 03339     |
 EK0750| CX5880 GILLHAM AZ MK                                      1731102.8 |
 EK0750| CX5881 GILLHAM RM 2                                       26745     |
 EK0750| EK0751 GILLHAM RM 3                         23.667 METERS 35958     |
 EK0750|---------------------------------------------------------------------|
 EK0750
 EK0750                          SUPERSEDED SURVEY CONTROL
 EK0750
 EK0750  NAD 83(1997)-  34 10 37.34876(N)    094 18 42.86385(W) AD(       ) 1
 EK0750  NAD 83(1986)-  34 10 37.35399(N)    094 18 42.85918(W) AD(       ) 1
 EK0750  NAD 27      -  34 10 36.95100(N)    094 18 42.11100(W) AD(       ) 1
 EK0750
 EK0750.Superseded values are not recommended for survey control.
 EK0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0750.See file dsdata.txt to determine how the superseded data were derived.
 EK0750
 EK0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7909682564(NAD 83)
 EK0750_MARKER: DS = TRIANGULATION STATION DISK
 EK0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0750_SP_SET: CONCRETE POST
 EK0750_STAMPING: GILLHAM 1930
 EK0750_MARK LOGO: CGS   
 EK0750_PROJECTION: RECESSED 46 CENTIMETERS
 EK0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0750+STABILITY: SURFACE MOTION
 EK0750
 EK0750  HISTORY     - Date     Condition        Report By
 EK0750  HISTORY     - 1930     MONUMENTED       CGS
 EK0750  HISTORY     - 1936     GOOD             CGS
 EK0750  HISTORY     - 1952     GOOD             CGS
 EK0750  HISTORY     - 1985     GOOD             NGS
 EK0750  HISTORY     - 1989     GOOD             USPSQD
 EK0750  HISTORY     - 1990     GOOD             USPSQD
 EK0750
 EK0750                          STATION DESCRIPTION
 EK0750
 EK0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 EK0750'ABOUT 13 MILES N OF DE QUEEN, 1 MILE N AND 1/4 MILE E OF GILLHAM
 EK0750'RAILWAY STATION, 4 METERS (13 FEET) W OF WEST SIDE OF CEMETERY,
 EK0750'ON LAND OWNED BY E.H. BOND, 4 METERS (13 FEET) S OF FENCE,
 EK0750'13.7 METERS (45 FEET) S OF CENTER LINE OF ROAD, AND 38.1 METERS
 EK0750'(125 FEET) W OF NORTH-SOUTH FENCE.  SURFACE AND UNDERGROUND
 EK0750'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EK0750'UPPER MARK IS 18 INCHES BELOW SURFACE.
 EK0750'
 EK0750'R.M. NO. 1 IS N OF ROAD, IN FENCE LINE ALONG SOUTH SIDE OF
 EK0750'CEMETERY, 10 METERS (33 FEET) E OF WEST FENCE LINE OF CEMETERY,
 EK0750'AND 27.07 METERS (88.8 FEET) FROM STATION, N 33 DEG 39 MIN E.
 EK0750'
 EK0750'R.M. NO. 2 IS IN FENCE CORNER AT NORTHEAST CORNER OF FORK
 EK0750'IN COUNTY ROAD, 1/8 MILE (660 FEET) FROM STATION,
 EK0750'S 87 DEG 46 MIN 10 SEC W.
 EK0750'
 EK0750'REFERENCE MARK DISKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 EK0750
 EK0750                          STATION RECOVERY (1936)
 EK0750
 EK0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LOM)
 EK0750'STATION IS ABOUT 13 MILES N OF DE QUEEN AND 1/4 MILE E OF
 EK0750'GILLHAM RAILROAD STATION, S OF ROAD AND W OF CEMETERY.
 EK0750'
 EK0750'ORIGINAL DESCRIPTION IS GOOD.  CONDITION OF STATION, AND
 EK0750'REFERENCE MARKS IS GOOD.
 EK0750'
 EK0750'NOTE--REFERENCE MARK NO. 2 IS NOTED AS DISTANT 1/8 MILE
 EK0750'(650 FEET) FROM STATION.  DISTANCE MEASURED IS 520 FEET.
 EK0750
 EK0750                          STATION RECOVERY (1952)
 EK0750
 EK0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0750'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 EK0750'TO BE IN GOOD CONDITION.  DUE TO POWER LINE OVER STATION
 EK0750'IT WAS IMPOSSIBLE TO CONSTRUCT TOWER OVER STATION SO REFERENCE
 EK0750'MARK NO. 3 WAS ESTABLISHED AND OCCUPIED.  THE MARK IS 88 FEET
 EK0750'EAST OF THE SOUTHEAST LEG OF THE GILLHAM LOOKOUT TOWER, 39 FEET
 EK0750'NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 15 FEET
 EK0750'NORTHWEST OF FENCE CORNER AND 14 FEET NORTHWEST OF WITNESS
 EK0750'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 EK0750'STAMPED GILLHAM NO 3 1930.  AN AZIMUTH MARK WAS SET
 EK0750'AND A TRAVERSE WAS MADE FROM STATION TO MARK TO OBTAIN AN
 EK0750'AZIMUTH.  THE MARK IS 45 FEET WEST OF POWER POLE, 2.5 FEET
 EK0750'NORTH OF GATE POST AND 2 FEET NORTHWEST OF WITNESS POST.  THE
 EK0750'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GILLHAM
 EK0750'1930.
 EK0750'
 EK0750'TO REACH STATION FROM ANGLING CROSS ROADS JUST NORTH OF
 EK0750'GILLHAM ON U.S. HIGHWAY 71, BETWEEN GULF AND TEXACO SERVICE
 EK0750'STATIONS, GO NORTH ON GRAVEL ROAD FOR 0.2 MILE TO T INTERSECTION.
 EK0750'TURN RIGHT AND GO EAST FOR 0.15 MILE TO STATION ON RIGHT AS
 EK0750'DESCRIBED.
 EK0750'
 EK0750'TO REACH AZIMUTH FROM ANGLING CROSS ROADS GO SOUTHEAST ON
 EK0750'U.S. HIGHWAY 71 FOR 0.05 MILE TO TRACK ROAD ON LEFT.  FOLLOW
 EK0750'TRACK ROAD SOUTHEASTERLY FOR 0.35 MILE TO END OF ROAD AND AZIMUTH
 EK0750'MARK NORTHEAST OF HOUSE AS DESCRIBED.
 EK0750'
 EK0750'1952 OBSERVATIONS TAKEN FROM A TRIPOD.  THE DIRECTION TO
 EK0750'R.M. 1 COULD NOT BE TAKEN.
 EK0750
 EK0750                          STATION RECOVERY (1985)
 EK0750
 EK0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0750'IN GILLHAM.
 EK0750'ABOUT 0.96 KM (0.6 MI) NORTH-NORTHEAST OF THE GILLHAM HIGH SCHOOL, AT
 EK0750'THE SITE OF A U.S. FOREST SERVICE LOOK OUT FIRE TOWER AND THE GILLHAM
 EK0750'CEMETERY, 10.4 METERS (34.0 FT) SOUTH OF THE APPROXIMATE CENTER OF AN
 EK0750'ASPHALT ROAD, 1.5 METERS (5.0 FT) SOUTH OF A FENCE LINE, 3.6 METERS
 EK0750'(11.7 FT) WEST OF THE APPROXIMATE CENTER OF A WIRE GATE, 23.7 METERS
 EK0750'(77.6 FT) SOUTH OF REFERENCE MARK 3, AND 6.6 METERS (21.5 FT)
 EK0750'SOUTHEAST OF THE EAST END OF A 24-INCH PIPE CULVERT.
 EK0750'THE MARK IS 1.5 METERS  S FROM A WITNESS POST.
 EK0750'THE MARK IS 0.61 M BELOW ROAD.
 EK0750
 EK0750                          STATION RECOVERY (1989)
 EK0750
 EK0750'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0750'RECOVERED IN GOOD CONDITION.
 EK0750
 EK0750                          STATION RECOVERY (1990)
 EK0750
 EK0750'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0872 ***********************************************************************
 EK0872  DESIGNATION -  GILLHAM LOOKOUT TOWER
 EK0872  PID         -  EK0872
 EK0872  STATE/COUNTY-  AR/SEVIER
 EK0872  USGS QUAD   -  GILLHAM (1964)
 EK0872
 EK0872                         *CURRENT SURVEY CONTROL
 EK0872  ___________________________________________________________________
 EK0872* NAD 83(1997)-  34 10 38.18328(N)    094 18 44.05388(W)     ADJUSTED  
 EK0872* NAVD 88     -                                                        
 EK0872  ___________________________________________________________________
 EK0872  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 EK0872  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EK0872
 EK0872  HORZ ORDER  -  THIRD
 EK0872
 EK0872.The horizontal coordinates were established by classical geodetic methods
 EK0872.and adjusted by the National Geodetic Survey in September 1999..
 EK0872
 EK0872
 EK0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0872
 EK0872.The geoid height was determined by GEOID03.
 EK0872
 EK0872;                    North         East     Units Scale Factor Converg.
 EK0872;SPC AR S     -   569,952.196   186,864.074   MT  0.99992157   -1 17 38.9
 EK0872;SPC AR S     - 1,869,918.16    613,069.88   sFT  0.99992157   -1 17 38.9
 EK0872;UTM  15      - 3,782,589.992   379,066.121   MT  0.99978028   -0 44 14.1
 EK0872
 EK0872                          SUPERSEDED SURVEY CONTROL
 EK0872
 EK0872  NAD 83(1997)-  34 10 38.18643(N)    094 18 44.05351(W) AD(       ) 4
 EK0872  NAD 83(1986)-  34 10 38.19206(N)    094 18 44.04865(W) AD(       ) 4
 EK0872  NAD 27      -  34 10 37.79000(N)    094 18 43.30000(W) AD(       ) 3
 EK0872
 EK0872.Superseded values are not recommended for survey control.
 EK0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0872.See file dsdata.txt to determine how the superseded data were derived.
 EK0872
 EK0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7906682590(NAD 83)
 EK0872_MARKER: 57 = LOOKOUT TOWER
 EK0872
 EK0872  HISTORY     - Date     Condition        Report By
 EK0872  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0872
 EK0872                          STATION DESCRIPTION
 EK0872
 EK0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0872'STATION IS LOCATED ABOUT 1-1/4 MILES NORTH NORTHEAST OF GILLHAM
 EK0872'JUST WEST OF A CEMETERY ON THE NORTH SIDE OF A GRAVEL ROAD.
 EK0872'STATION IS ABOUT 120 FEET HIGH AND CONSTRUCTED OF WOOD WITH SMALL
 EK0872'CABIN ON TOP WHICH IS PAINTED WHITE.
 EK0872'
 EK0872'THE POINT INTERSECTED WAS THE CENTER OF CABIN.
 EK0872'
 EK0872'TO REACH STATION FROM ANGLING CROSS ROADS JUST NORTH OF
 EK0872'GILLHAM ON U.S. HIGHWAY 71, BETWEEN GULF AND TEXACO SERVICE
 EK0872'STATIONS, GO NORTH ON GRAVEL ROAD FOR 0.2 MILE TO T INTERSECTION.
 EK0872'TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.15 MILE TO STATION
 EK0872'ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0752 ***********************************************************************
 EK0752  DESIGNATION -  GILLHAM RM 1
 EK0752  PID         -  EK0752
 EK0752  STATE/COUNTY-  AR/SEVIER
 EK0752  USGS QUAD   -  GILLHAM (1964)
 EK0752
 EK0752                         *CURRENT SURVEY CONTROL
 EK0752  ___________________________________________________________________
 EK0752* NAD 83(1986)-  34 10 38.     (N)    094 18 43.     (W)     SCALED    
 EK0752* NAVD 88     -       260.463  (meters)     854.54   (feet)  ADJUSTED  
 EK0752  ___________________________________________________________________
 EK0752  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EK0752  DYNAMIC HT  -         260.197 (meters)     853.66  (feet)  COMP
 EK0752  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 EK0752
 EK0752  VERT ORDER  -  FIRST     CLASS II
 EK0752
 EK0752.The horizontal coordinates were scaled from a topographic map and have
 EK0752.an estimated accuracy of +/- 6 seconds.
 EK0752
 EK0752.The orthometric height was determined by differential leveling
 EK0752.and adjusted by the National Geodetic Survey in June 1991..
 EK0752
 EK0752.The geoid height was determined by GEOID03.
 EK0752
 EK0752.The dynamic height is computed by dividing the NAVD 88
 EK0752.geopotential number by the normal gravity value computed on the
 EK0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0752.degrees latitude (g = 980.6199 gals.).
 EK0752
 EK0752.The modeled gravity was interpolated from observed gravity values.
 EK0752
 EK0752;                    North         East    Units  Estimated Accuracy
 EK0752;SPC AR S     -   569,950.      186,890.      MT  (+/- 180 meters Scaled)
 EK0752
 EK0752                          SUPERSEDED SURVEY CONTROL
 EK0752
 EK0752.No superseded survey control is available for this station.
 EK0752
 EK0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT790825(NAD 83)
 EK0752_MARKER: DR = REFERENCE MARK DISK
 EK0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0752_SP_SET: CONCRETE POST
 EK0752_STAMPING: GILLHAM NO 1 1930
 EK0752_MARK LOGO: CGS   
 EK0752_PROJECTION: PROJECTING 5 CENTIMETERS
 EK0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0752+STABILITY: SURFACE MOTION
 EK0752
 EK0752  HISTORY     - Date     Condition        Report By
 EK0752  HISTORY     - 1930     MONUMENTED       CGS
 EK0752  HISTORY     - 1985     GOOD             NGS
 EK0752  HISTORY     - 1987     GOOD             USPSQD
 EK0752  HISTORY     - 1988     GOOD             USPSQD
 EK0752  HISTORY     - 1989     GOOD             USPSQD
 EK0752  HISTORY     - 1990     GOOD             USPSQD
 EK0752
 EK0752                          STATION DESCRIPTION
 EK0752
 EK0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0752'IN GILLHAM.
 EK0752'ABOUT 0.96 KM (0.6 MI) NORTH-NORTHEAST OF THE GILLHAM HIGH SCHOOL, AT
 EK0752'THE SITE OF THE U.S. FOREST SERVICE FIRE LOOK OUT TOWER AND THE
 EK0752'GILLHAM CEMETERY, 10.2 METERS (33.4 FT) NORTH OF THE APPROXIMATE
 EK0752'CENTER OF AN ASPHALT ROAD, 0.36 METERS (1.0 FT) NORTH OF THE CEMETERY
 EK0752'FENCE, 11.0 METERS (36.0 FT) EAST OF A CORNER FENCE POST OF THE
 EK0752'CEMETERY, 6.6 METERS (21.7 FT) WEST OF THE APPROXIMATE CENTER OF A
 EK0752'METAL GATE OF THE CEMETERY, AND 15.2 METERS (49.7 FT) EAST OF
 EK0752'REFERENCE MARK 3.
 EK0752'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0752'THE MARK IS ABOVE LEVEL WITH ROAD.
 EK0752
 EK0752                          STATION RECOVERY (1987)
 EK0752
 EK0752'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0752'RECOVERED IN GOOD CONDITION.
 EK0752
 EK0752                          STATION RECOVERY (1988)
 EK0752
 EK0752'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0752'RECOVERED IN GOOD CONDITION.
 EK0752
 EK0752                          STATION RECOVERY (1989)
 EK0752
 EK0752'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0752'RECOVERED IN GOOD CONDITION.
 EK0752
 EK0752                          STATION RECOVERY (1990)
 EK0752
 EK0752'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0751 ***********************************************************************
 EK0751  DESIGNATION -  GILLHAM RM 3
 EK0751  PID         -  EK0751
 EK0751  STATE/COUNTY-  AR/SEVIER
 EK0751  USGS QUAD   -  GILLHAM (1964)
 EK0751
 EK0751                         *CURRENT SURVEY CONTROL
 EK0751  ___________________________________________________________________
 EK0751* NAD 83(1997)-  34 10 38.11266(N)    094 18 42.86612(W)     ADJUSTED  
 EK0751* NAVD 88     -       260.438  (meters)     854.45   (feet)  ADJUSTED  
 EK0751  ___________________________________________________________________
 EK0751  X           -    -397,164.622 (meters)                     COMP
 EK0751  Y           -  -5,267,478.845 (meters)                     COMP
 EK0751  Z           -   3,562,860.253 (meters)                     COMP
 EK0751  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 EK0751  ELLIP HEIGHT-         232.24  (meters)          (09/24/01) GPS OBS
 EK0751  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EK0751  DYNAMIC HT  -         260.173 (meters)     853.58  (feet)  COMP
 EK0751  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 EK0751
 EK0751  HORZ ORDER  -  FIRST
 EK0751  VERT ORDER  -  FIRST     CLASS II
 EK0751  ELLP ORDER  -  FOURTH    CLASS II
 EK0751
 EK0751.The horizontal coordinates were established by classical geodetic methods
 EK0751.and adjusted by the National Geodetic Survey in September 1999..
 EK0751
 EK0751.The orthometric height was determined by differential leveling
 EK0751.and adjusted by the National Geodetic Survey in June 1991..
 EK0751
 EK0751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0751
 EK0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0751
 EK0751.The ellipsoidal height was determined by GPS observations
 EK0751.and is referenced to NAD 83.
 EK0751
 EK0751.The geoid height was determined by GEOID03.
 EK0751
 EK0751.The dynamic height is computed by dividing the NAVD 88
 EK0751.geopotential number by the normal gravity value computed on the
 EK0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0751.degrees latitude (g = 980.6199 gals.).
 EK0751
 EK0751.The modeled gravity was interpolated from observed gravity values.
 EK0751
 EK0751;                    North         East     Units Scale Factor Converg.
 EK0751;SPC AR S     -   569,949.334   186,894.432   MT  0.99992156   -1 17 38.2
 EK0751;SPC AR S     - 1,869,908.77    613,169.48   sFT  0.99992156   -1 17 38.2
 EK0751;UTM  15      - 3,782,587.425   379,096.501   MT  0.99978019   -0 44 13.4
 EK0751
 EK0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0751!SPC AR S     -   0.99996354  x   0.99992156  =   0.99988511
 EK0751!UTM  15      -   0.99996354  x   0.99978019  =   0.99974374
 EK0751
 EK0751|---------------------------------------------------------------------|
 EK0751| PID    Reference Object                     Distance      Geod. Az  |
 EK0751|                                                           dddmmss.s |
 EK0751| EK0752 GILLHAM RM 1                         15.048 METERS 09420     |
 EK0751| CX5880 GILLHAM AZ MK                                      1733751.7 |
 EK0751| EK0750 GILLHAM                              23.667 METERS 17958     |
 EK0751| CX5881 GILLHAM RM 2                                       25921     |
 EK0751|---------------------------------------------------------------------|
 EK0751
 EK0751                          SUPERSEDED SURVEY CONTROL
 EK0751
 EK0751  ELLIP H (09/14/99)  232.24   (m)                       GP(       ) 4 1
 EK0751  NAD 83(1997)-  34 10 38.11686(N)    094 18 42.86438(W) AD(       ) 1
 EK0751  NAD 83(1986)-  34 10 38.12201(N)    094 18 42.85971(W) AD(       ) 1
 EK0751  NAD 27      -  34 10 37.71900(N)    094 18 42.11200(W) AD(       ) 1
 EK0751  NGVD 29 (11/13/90)  260.41   (m)          854.4    (f) LEVELING    3  
 EK0751
 EK0751.Superseded values are not recommended for survey control.
 EK0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0751.See file dsdata.txt to determine how the superseded data were derived.
 EK0751
 EK0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7909782587(NAD 83)
 EK0751_MARKER: DR = REFERENCE MARK DISK
 EK0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0751_SP_SET: CONCRETE POST
 EK0751_STAMPING: GILLHAM NO 3 1930
 EK0751_MARK LOGO: CGS   
 EK0751_PROJECTION: FLUSH
 EK0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0751+STABILITY: SURFACE MOTION
 EK0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0751+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 EK0751
 EK0751  HISTORY     - Date     Condition        Report By
 EK0751  HISTORY     - 1952     MONUMENTED       CGS
 EK0751  HISTORY     - 1952     GOOD             CGS
 EK0751  HISTORY     - 1985     GOOD             NGS
 EK0751  HISTORY     - 19890701 GOOD             NGS
 EK0751  HISTORY     - 19900327 GOOD             NGS
 EK0751  HISTORY     - 199006   GOOD             USPSQD
 EK0751
 EK0751                          STATION DESCRIPTION
 EK0751
 EK0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0751'STATION IS LOCATED ABOUT 1-1/4 MILES NORTH NORTHEAST OF GILLHAM
 EK0751'BETWEEN THE GILLHAM LOOKOUT TOWER AND A CEMETERY.  STATION
 EK0751'IS 88 FEET EAST OF THE SOUTHEAST LEG OF LOOKOUT TOWER, 39
 EK0751'FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 15
 EK0751'FEET NORTHWEST OF FENCE CORNER AND 14 FEET NORTHWEST OF WITNESS
 EK0751'POST.  THE MARK, A STANDARD REFERENCE MARK, PROJECTS ABOUT 4
 EK0751'INCHES AND THE DISK IS STAMPED GILLHAM NO 3 1930.  STATION
 EK0751'WAS OCCUPIED BECAUSE A POWER LINE PREVENTED CONSTRUCTING
 EK0751'TOWER OVER GILLHAM 1930.
 EK0751'
 EK0751'REFERENCE MARK NO. 1 IS 33 FEET EAST OF FENCE CORNER, 30 FEET
 EK0751'NORTH OF THE APPROXIMATE CENTERLINE OF ROAD AND IN FENCELINE
 EK0751'OF CEMETERY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0751'IS STAMPED GILLHAM NO 1 1930.
 EK0751'
 EK0751'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF THE APPROXIMATE
 EK0751'CENTERLINE OF GRAVEL ROAD, 17 FEET EAST OF THE APPROXIMATE
 EK0751'CENTERLINE OF DIRT ROAD, 9 FEET NORTH OF FENCE CORNER AND
 EK0751'IN FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0751'IS STAMPED GILLHAM NO 2 1930.
 EK0751'
 EK0751'AZIMUTH MARK IS 45 FEET WEST OF POWER POLE, 2.5 FEET NORTH
 EK0751'OF GATE POST AND 2 FEET NORTHWEST OF WITNESS POST.  THE
 EK0751'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GILLHAM
 EK0751'1930.
 EK0751'
 EK0751'A TRAVERSE CONNECTION WAS MADE TO GILLHAM 1930.  THE MARK IS
 EK0751'45 FEET NORTH OF NORTHEAST CORNER OF HOUSE, 39 FEET SOUTH
 EK0751'OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 13 FEET
 EK0751'SOUTH OF FENCE.  THE MARK IS ABOUT 18 INCHES BELOW THE SURFACE
 EK0751'AND THE DISK IS STAMPED GILLHAM 1930.
 EK0751'
 EK0751'TO REACH STATION FROM ANGLING CROSS ROADS JUST NORTH OF
 EK0751'GILLHAM ON U.S. HIGHWAY 71, BETWEEN GULF AND TEXACO SERVICE
 EK0751'STATIONS, GO NORTH ON GRAVEL ROAD FOR 0.2 MILE TO T INTERSECTION.
 EK0751'TURN RIGHT AND GO EAST FOR 0.15 MILE TO STATION ON LEFT,
 EK0751'STATION GILLHAM ON RIGHT AS DESCRIBED.
 EK0751'
 EK0751'TO REACH AZIMUTH MARK FROM ABOVE CROSS ROADS GO SOUTHEAST ON U.S.
 EK0751'HIGHWAY 71 FOR 0.05 MILE TO TRACK ROAD ON LEFT.  TURN LEFT AND
 EK0751'FOLLOW ROAD SOUTHEASTERLY FOR 0.35 MILE TO END OF ROAD AND
 EK0751'AZIMUTH NORTHEAST OF HOUSE AS DESCRIBED.
 EK0751'
 EK0751'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EK0751
 EK0751                          STATION RECOVERY (1952)
 EK0751
 EK0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 EK0751'RECOVERED IN GOOD CONDITION.
 EK0751
 EK0751                          STATION RECOVERY (1985)
 EK0751
 EK0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0751'IN GILLHAM.
 EK0751'ABOUT 0.96 KM (0.6 MI) NORTH-NORTHEAST OF THE GILLHAM HIGH SCHOOL, AT
 EK0751'THE SITE OF THE U.S. FOREST SERVICE FIRE LOOK OUT TOWER AND THE
 EK0751'GILLHAM CEMETERY, 11.9 METERS (39.0 FT) NORTH OF THE APPROXIMATE
 EK0751'CENTER OF AN ASPHALT ROAD, 25.9 METERS (85.0 FT) EAST OF THE SOUTHEAST
 EK0751'LEG OF THE LOOK OUT TOWER, 5.1 METERS (16.8 FT) NORTHWEST OF A CORNER
 EK0751'FENCE POST OF THE CEMETERY, 4.0 METERS (13.0 FT) WEST OF THE CEMETERY
 EK0751'FENCE, 4.9 METERS (16.2 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX,
 EK0751'23.7 METERS (77.6 FT) NORTH OF STATION GILLHAM, AND 15.2 METERS
 EK0751'(49.7 FT) WEST OF REFERENCE MARK 1.  NOTE-DATE STAMPED ON DISK IS
 EK0751'1930, HOWEVER MARK WAS SET IN 1952.
 EK0751'THE MARK IS 4.0 METERS  W FROM A WITNESS POST.
 EK0751'THE MARK IS ABOVE LEVEL WITH ROAD.
 EK0751
 EK0751                          STATION RECOVERY (1989)
 EK0751
 EK0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EK0751'STATION IS LOCATED ABOUT 15.4 KM (9.6 MI) NORTHEAST OF DEQUEENS, 14.1
 EK0751'KM (8.8 MI) SOUTH-SOUTHEAST OF WICKES, AND 1.0 KM (0.6 MI) NORTH OF
 EK0751'GILLHAM.  OWNERSHIP--STATE OF ARKANSAS.
 EK0751'TO REACH FROM THE POST OFFICE IN GILLHAM.  GO NORTH ON HORBERG AVENUE
 EK0751'FOR 0.34 KM (0.21 MI) TO THE JUNCTION OF U.S.HIGHWAYS 59 AND 71.
 EK0751'CONTINUE NORTH ON HORBERG AVENUE FOR 0.36 KM (0.22 MI) TO A
 EK0751'T-JUNCTION.  TURN RIGHT AND GO EAST ON TOWER ROAD FOR 0.28 KM
 EK0751'(0.17 MI) TO SITE OF AN OLD LOOKOUT AND THE STATION ON THE LEFT. JUST
 EK0751'WEST OF A CEMETERY.
 EK0751'STATION IS A STANDARD CGS REFERENCE MARK DISK STAMPED---GILLHAM NO 3
 EK0751'1930---.  SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH
 EK0751'WITH THE GROUND.  IT IS 13.3 M (43.6 FT) NORTH OF THE CENTER OF TOWER
 EK0751'ROAD, 5.0 M (16.4 FT) NORTHWEST OF A FENCE CORNER, 5.0 M (16.4 FT)
 EK0751'NORTHWEST OF A UTILITY POLE, 4.3 M (14.1 FT) WEST OF A CARSONITE
 EK0751'WITNESS POST AND WEST FENCE OF A CEMETERY, AND 3.5 M (11.5 FT) NORTH
 EK0751'OF A FENCE.
 EK0751'DESCRIBED BY E.J.HANSMANN.
 EK0751
 EK0751                          STATION RECOVERY (1990)
 EK0751
 EK0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EK0751'RECOVERED IN GOOD CONDITION.
 EK0751
 EK0751                          STATION RECOVERY (1990)
 EK0751
 EK0751'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2072 ***********************************************************************
 FF2072  DESIGNATION -  GISECK
 FF2072  PID         -  FF2072
 FF2072  STATE/COUNTY-  AR/CROSS
 FF2072  USGS QUAD   -  GIESECK (1984)
 FF2072
 FF2072                         *CURRENT SURVEY CONTROL
 FF2072  ___________________________________________________________________
 FF2072* NAD 83(1997)-  35 10 44.92409(N)    090 33 34.32704(W)     ADJUSTED  
 FF2072* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 FF2072  ___________________________________________________________________
 FF2072  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FF2072  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF2072
 FF2072  HORZ ORDER  -  SECOND
 FF2072
 FF2072.The horizontal coordinates were established by classical geodetic methods
 FF2072.and adjusted by the National Geodetic Survey in September 1999..
 FF2072
 FF2072.The orthometric height was scaled from a topographic map.
 FF2072
 FF2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2072
 FF2072.The geoid height was determined by GEOID03.
 FF2072
 FF2072;                    North         East     Units Scale Factor Converg.
 FF2072;SPC AR N     -    94,795.393   531,200.322   MT  0.99996077   +0 50 17.5
 FF2072;SPC AR N     -   311,007.89  1,742,779.72   sFT  0.99996077   +0 50 17.5
 FF2072;UTM  15      - 3,895,637.687   722,232.770   MT  1.00020869   +1 24 23.8
 FF2072
 FF2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2072!SPC AR N     -   0.99999454  x   0.99996077  =   0.99995531
 FF2072!UTM  15      -   0.99999454  x   1.00020869  =   1.00020323
 FF2072
 FF2072:                Primary Azimuth Mark                     Grid Az
 FF2072:SPC AR N     -  PARKIN NORTH MUNICIPAL TANK              359 34 43.6
 FF2072:UTM  15      -  PARKIN NORTH MUNICIPAL TANK              359 00 37.3
 FF2072
 FF2072|---------------------------------------------------------------------|
 FF2072| PID    Reference Object                     Distance      Geod. Az  |
 FF2072|                                                           dddmmss.s |
 FF2072| FF2067 PARKIN NORTH MUNICIPAL TANK         APPROX.10.5 KM 0002501.1 |
 FF2072| FF2066 PARKIN SOUTH MUNICIPAL TANK         APPROX. 9.0 KM 0021551.0 |
 FF2072| CI3685 GISECK AZ MK                                       1862918.3 |
 FF2072| CI3686 GISECK RM 1                          44.379 METERS 23051     |
 FF2072| CI3687 GISECK RM 2                          32.805 METERS 31005     |
 FF2072|---------------------------------------------------------------------|
 FF2072
 FF2072                          SUPERSEDED SURVEY CONTROL
 FF2072
 FF2072  NAD 83(1997)-  35 10 44.92661(N)    090 33 34.32547(W) AD(       ) 2
 FF2072  NAD 83(1997)-  35 10 44.93163(N)    090 33 34.32597(W) AD(       ) 2
 FF2072  NAD 83(1986)-  35 10 44.93417(N)    090 33 34.32663(W) AD(       ) 2
 FF2072  NAD 27      -  35 10 44.61000(N)    090 33 33.94630(W) AD(       ) 2
 FF2072
 FF2072.Superseded values are not recommended for survey control.
 FF2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2072.See file dsdata.txt to determine how the superseded data were derived.
 FF2072
 FF2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2223395638(NAD 83)
 FF2072_MARKER: DS = TRIANGULATION STATION DISK
 FF2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2072_STAMPING: GISECK 1954
 FF2072_PROJECTION: FLUSH
 FF2072_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2072
 FF2072  HISTORY     - Date     Condition        Report By
 FF2072  HISTORY     - 1954     MONUMENTED       CGS
 FF2072  HISTORY     - 19970623 GOOD             NGS
 FF2072
 FF2072                          STATION DESCRIPTION
 FF2072
 FF2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2072'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF EARLE, ABOUT
 FF2072'6 MILES SOUTH OF PARKIN AND ABOUT 0.05 MILE SOUTH OF THE
 FF2072'GIESECK GIN CO. IN THE SOUTHEAST ANGLE OF A CROSS ROAD.  IT IS 168
 FF2072'FEET EAST OF THE CENTER OF STATE HIGHWAY 75, 51 FEET EAST OF
 FF2072'THE MOST WESTERLY OF TWO DRIVEWAYS AND 43 FEET SOUTH OF THE
 FF2072'CENTER OF A GRAVELED ROAD.  IT IS STAMPED GIESECK 1954 AND IS
 FF2072'SET FLUSH.
 FF2072'
 FF2072'R.M. NO. 1 IS 132 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 FF2072'56 FEET EAST OF THE CENTER OF STATE HIGHWAY 75 AND 2 FEET
 FF2072'NORTH OF A POWERLINE POLE.  IT IS STAMPED GIESECK NO 1 1954
 FF2072'AND IS SET FLUSH.
 FF2072'
 FF2072'R.M. NO. 2 IS 86 FEET EAST OF THE CENTER OF STATE HIGHWAY 75,
 FF2072'28 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 21 FEET WEST
 FF2072'OF A POWERLINE BRACE POLE.  IT IS STAMPED GIESECK NO 2 1954 AND IS
 FF2072'SET FLUSH.
 FF2072'
 FF2072'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 164.13 FEET.
 FF2072'
 FF2072'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTER OF STATE HIGHWAY
 FF2072'75, 15 FEET NORTH OF THE CENTER OF A DRIVEWAY, 4 FEET WEST OF A
 FF2072'TELEPHONE POLE AND 1.5 FEET NORTHEAST OF A WITNESS POST.  IT IS
 FF2072'STAMPED GIESECK 1954 AND PROJECTS 6 INCHES.
 FF2072'
 FF2072'TO REACH THE STATION FROM THE POST OFFICE IN PARKIN GO EAST
 FF2072'FOR 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY 75, TURN RIGHT
 FF2072'AND GO SOUTH ON STATE HIGHWAY 75 FOR 6.0 MILES TO A CROSS ROAD
 FF2072'AND THE STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 FF2072'
 FF2072'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 FF2072'HIGHWAY 75 FOR 0.45 MILE TO A DRIVEWAY ON THE RIGHT AND THE
 FF2072'AZIMUTH MARK AS DESCRIBED.
 FF2072'
 FF2072'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF2072
 FF2072                          STATION RECOVERY (1997)
 FF2072
 FF2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DLB)
 FF2072'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1796 ***********************************************************************
 FF1796  DESIGNATION -  GLAIZE
 FF1796  PID         -  FF1796
 FF1796  STATE/COUNTY-  AR/JACKSON
 FF1796  USGS QUAD   -  OLYPHANT (1962)
 FF1796
 FF1796                         *CURRENT SURVEY CONTROL
 FF1796  ___________________________________________________________________
 FF1796* NAD 83(1997)-  35 30 20.63649(N)    091 27 09.20501(W)     ADJUSTED  
 FF1796* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 FF1796  ___________________________________________________________________
 FF1796  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FF1796  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1796
 FF1796  HORZ ORDER  -  SECOND
 FF1796
 FF1796.The horizontal coordinates were established by classical geodetic methods
 FF1796.and adjusted by the National Geodetic Survey in September 1999..
 FF1796
 FF1796.The orthometric height was scaled from a topographic map.
 FF1796
 FF1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1796
 FF1796.The geoid height was determined by GEOID03.
 FF1796
 FF1796;                    North         East     Units Scale Factor Converg.
 FF1796;SPC AR N     -   130,205.566   449,662.255   MT  0.99993687   +0 19 06.8
 FF1796;SPC AR N     -   427,182.76  1,475,266.91   sFT  0.99993687   +0 19 06.8
 FF1796;UTM  15      - 3,930,230.021   640,338.036   MT  0.99984270   +0 53 56.0
 FF1796
 FF1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1796!SPC AR N     -   0.99996690  x   0.99993687  =   0.99990378
 FF1796!UTM  15      -   0.99996690  x   0.99984270  =   0.99980961
 FF1796
 FF1796:                Primary Azimuth Mark                     Grid Az
 FF1796:SPC AR N     -  GLAIZE AZ MK                             025 06 57.9
 FF1796:UTM  15      -  GLAIZE AZ MK                             024 32 08.7
 FF1796
 FF1796|---------------------------------------------------------------------|
 FF1796| PID    Reference Object                     Distance      Geod. Az  |
 FF1796|                                                           dddmmss.s |
 FF1796| CI1015 GLAIZE AZ MK                                       0252604.7 |
 FF1796| FF1792 NEWPORT FEDERAL COMPRESS TANK       APPROX.19.8 KM 0525954.6 |
 FF1796| FF1793 NEWPORT MUNICIPAL TANK              APPROX.19.8 KM 0532108.2 |
 FF1796| FF1791 NEWPORT JACKSON CO CTHSE CUP        APPROX.18.9 KM 0543250.5 |
 FF1796| CI1016 GLAIZE RM 1                          15.770 METERS 09613     |
 FF1796| FF1831 AUGUSTA EAST MUNICIPAL TANK         APPROX.26.0 KM 1612953.9 |
 FF1796| CI1017 GLAIZE RM 2                          17.905 METERS 26609     |
 FF1796|---------------------------------------------------------------------|
 FF1796
 FF1796                          SUPERSEDED SURVEY CONTROL
 FF1796
 FF1796  NAD 83(1997)-  35 30 20.64675(N)    091 27 09.20481(W) AD(       ) 2
 FF1796  NAD 83(1986)-  35 30 20.64789(N)    091 27 09.20439(W) AD(       ) 2
 FF1796  NAD 27      -  35 30 20.35800(N)    091 27 08.72890(W) AD(       ) 2
 FF1796
 FF1796.Superseded values are not recommended for survey control.
 FF1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1796.See file dsdata.txt to determine how the superseded data were derived.
 FF1796
 FF1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4033830230(NAD 83)
 FF1796_MARKER: DS = TRIANGULATION STATION DISK
 FF1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1796
 FF1796  HISTORY     - Date     Condition        Report By
 FF1796  HISTORY     - 1954     MONUMENTED       CGS
 FF1796  HISTORY     - 1962     GOOD             CGS
 FF1796  HISTORY     - 1963     GOOD             USAF
 FF1796
 FF1796                          STATION DESCRIPTION
 FF1796
 FF1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1796'THE STATION IS ON THE PROPERTY OF MR. EDWARD ANSELMI, IN SECTION
 FF1796'8, T 10 N, R 4 W, ABOUT 11-1/2 MILES SOUTHWEST OF NEWPORT, 1-1/2
 FF1796'MILES SOUTH OF THE INDEPENDENCE-JACKSON COUNTY LINE, 6 FEET WEST
 FF1796'OF A 4 X 4 INCH WHITE WITNESS POST AND 3 FEET NORTH OF A WIRE
 FF1796'FENCE.
 FF1796'
 FF1796'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 FF1796'HIGHWAY 67 IN BRADFORD, GO NORTHEAST ON U.S. HIGHWAY 67 FOR 4.3
 FF1796'MILES TO A SIDE ROAD ON THE RIGHT JUST AFTER PASSING A STORE
 FF1796'AND GAS STATION ON THE RIGHT, TURN LEFT ON THE SIDE ROAD AND
 FF1796'GO WESTERLY FOR 3.0 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 FF1796'AND GO NORTH FOR 0.8 MILE TO A DRIVEWAY AND FARM HOME ON THE
 FF1796'LEFT, (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH
 FF1796'FOR 0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED) TURN
 FF1796'LEFT AND FOLLOW TRACK ROAD WESTERLY ALONG FENCE LINE FOR
 FF1796'0.15 MILE TO THE STATION.
 FF1796'
 FF1796'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GLAIZE
 FF1796'1954.
 FF1796'
 FF1796'REFERENCE MARK 1 IS 3 FEET SOUTH OF THE WIRE FENCE.  THE MARK
 FF1796'PROJECTS 1 INCH AND THE DISK IS STAMPED GLAIZE NO 1 1954.
 FF1796'
 FF1796'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK
 FF1796'PROJECTS 1 INCH AND THE DISK IS STAMPED GLAIZE NO 2 1954.
 FF1796'
 FF1796'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTER OF A DIRT ROAD,
 FF1796'2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT WEST
 FF1796'OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 FF1796'STAMPED GLAIZE 1954.
 FF1796'
 FF1796'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FF1796
 FF1796                          STATION RECOVERY (1962)
 FF1796
 FF1796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1796'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FF1796'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED, THE DISTANCES
 FF1796'AND DIRECTIONS WERE VERIFIED AND THE DESCRIPTION IS ENTIRELY
 FF1796'ADEQUATE.
 FF1796'
 FF1796'A METAL WITNESS POST WAS SET 6 FEET SOUTHEAST OF THE STATION
 FF1796'MARK.
 FF1796'
 FF1796'A METAL WITNESS POST WAS SET 1.5 FEET NORTHWEST OF THE
 FF1796'AZIMUTH MARK.
 FF1796'
 FF1796'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FF1796'
 FF1796'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FF1796
 FF1796                          STATION RECOVERY (1963)
 FF1796
 FF1796'RECOVERY NOTE BY US AIR FORCE 1963
 FF1796'STATION, AZIMUTH MARK, AND THE TWO REFERENCE MARKS WERE
 FF1796'RECOVERED IN GOOD CONDITION.  DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2005 ***********************************************************************
 EJ2005  DESIGNATION -  GLEN
 EJ2005  PID         -  EJ2005
 EJ2005  STATE/COUNTY-  AR/PIKE
 EJ2005  USGS QUAD   -  LODI (1979)
 EJ2005
 EJ2005                         *CURRENT SURVEY CONTROL
 EJ2005  ___________________________________________________________________
 EJ2005* NAD 83(1997)-  34 17 53.73837(N)    093 37 41.89968(W)     ADJUSTED  
 EJ2005* NAVD 88     -       253.0    (meters)     830.     (feet)  VERTCON   
 EJ2005  ___________________________________________________________________
 EJ2005  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 EJ2005  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 EJ2005
 EJ2005  HORZ ORDER  -  THIRD
 EJ2005
 EJ2005.The horizontal coordinates were established by classical geodetic methods
 EJ2005.and adjusted by the National Geodetic Survey in September 1999..
 EJ2005
 EJ2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2005
 EJ2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2005
 EJ2005.The geoid height was determined by GEOID03.
 EJ2005
 EJ2005;                    North         East     Units Scale Factor Converg.
 EJ2005;SPC AR S     -   582,156.853   250,114.108   MT  0.99992903   -0 54 40.9
 EJ2005;SPC AR S     - 1,909,959.61    820,582.70   sFT  0.99992903   -0 54 40.9
 EJ2005;UTM  15      - 3,795,405.980   442,180.504   MT  0.99964121   -0 21 14.6
 EJ2005
 EJ2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2005!SPC AR S     -   0.99996464  x   0.99992903  =   0.99989367
 EJ2005!UTM  15      -   0.99996464  x   0.99964121  =   0.99960586
 EJ2005
 EJ2005|---------------------------------------------------------------------|
 EJ2005| PID    Reference Object                     Distance      Geod. Az  |
 EJ2005|                                                           dddmmss.s |
 EJ2005| CX5888 GLEN RM 1                            15.435 METERS 14620     |
 EJ2005| CX5887 GLEN AZ MK                                         1625545.0 |
 EJ2005| EJ2013 KIRBY                               APPROX. 8.6 KM 1831635.3 |
 EJ2005| CX5890 GLEN RM 3                            18.978 METERS 27451     |
 EJ2005| CX5889 GLEN RM 2                            19.003 METERS 27451     |
 EJ2005|---------------------------------------------------------------------|
 EJ2005
 EJ2005                          SUPERSEDED SURVEY CONTROL
 EJ2005
 EJ2005  NAD 83(1997)-  34 17 53.74639(N)    093 37 41.89453(W) AD(       ) 3
 EJ2005  NAD 83(1986)-  34 17 53.74789(N)    093 37 41.89148(W) AD(       ) 3
 EJ2005  NAD 27      -  34 17 53.37420(N)    093 37 41.22720(W) AD(       ) 3
 EJ2005  NGVD 29 (07/19/86)  253.0    (m)          830.     (f) VERT ANG       
 EJ2005
 EJ2005.Superseded values are not recommended for survey control.
 EJ2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2005.See file dsdata.txt to determine how the superseded data were derived.
 EJ2005
 EJ2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4218195406(NAD 83)
 EJ2005_MARKER: DS = TRIANGULATION STATION DISK
 EJ2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2005
 EJ2005  HISTORY     - Date     Condition        Report By
 EJ2005  HISTORY     - 1957     MONUMENTED       CGS
 EJ2005  HISTORY     - 1962     GOOD             CGS
 EJ2005
 EJ2005                          STATION DESCRIPTION
 EJ2005
 EJ2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2005'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF GLENWOOD,
 EJ2005'3-1/2 MILES NORTH-NORTHEAST OF KIRBY, ON THE WEST SIDE OF
 EJ2005'U.S. HIGHWAY 70, 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 EJ2005'70, 54 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 26 FEET
 EJ2005'WEST OF THE ROAD CUT BANK.  IT IS STAMPED GLEN 1957 AND
 EJ2005'PROJECTS 6 INCHES.
 EJ2005'
 EJ2005'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTER OF U.S.
 EJ2005'HIGHWAY 70, 27 FEET NORTH OF THE CENTER OF A TRACK ROAD
 EJ2005'AND 3 FEET WEST OF THE ROAD CUT BANK.  IT IS STAMPED GLEN
 EJ2005'NO 1 1957 AND PROJECTS 5 INCHES.
 EJ2005'
 EJ2005'REFERENCE MARK NO. 2 IS 19 FEET SOUTHEAST OF A 12-INCH BLAZED
 EJ2005'PINE TREE AND 18 FEET WEST OF THE CENTER OF A TRACK ROAD.
 EJ2005'IT IS STAMPED GLEN NO 2 1957 AND PROJECTS 6 INCHES.
 EJ2005'
 EJ2005'THE AZIMUTH MARK IS 45 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 EJ2005'70, 19 FEET SOUTHWEST OF A 12-INCH BLAZED PINE TREE AND
 EJ2005'10 FEET EAST OF A ROAD CUT BANK.  IT IS STAMPED GLEN 1957
 EJ2005'AND PROJECTS 3 INCHES.
 EJ2005'
 EJ2005'TO REACH FROM THE POST OFFICE IN KIRBY GO NORTH ON STATE
 EJ2005'ROAD 27 FOR 0.05 MILE TO THE JUNCTION OF STATE ROAD 27 AND
 EJ2005'U.S. HIGHWAY 70, GO STRAIGHT AHEAD, NORTH, ON U.S. HIGHWAY
 EJ2005'70 AND STATE ROAD 27 FOR 3.15 MILES TO THE AZIMUTH MARK
 EJ2005'ON THE RIGHT AS DESCRIBED, CONTINUE AHEAD FOR 0.15 MILE
 EJ2005'TO THE STATION ON THE LEFT AS DESCRIBED.
 EJ2005'
 EJ2005'HEIGHT OF LIGHT ABOVE STATION MARK 22.05 METERS.
 EJ2005
 EJ2005                          STATION RECOVERY (1962)
 EJ2005
 EJ2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AKH)
 EJ2005'THE STATION WAS VISITED 11-15-62 AND THE STATION MARK, AZIMUTH
 EJ2005'MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 EJ2005'REFERENCE MARK NO. 2 WAS FOUND DISTURBED, THE MARK WAS THEN
 EJ2005'STRAIGHTENED UP, REENFORCED, THE DISK STAMPED NO. 3 AND
 EJ2005'USED AS REFERENCE MARK NO. 3.  THE DESCRIPTION FOR THE STATION
 EJ2005'WILL CHANGE SINCE U.S. HIGHWAY 70 HAS CHANGED ITS LOCATION
 EJ2005'AT THIS POINT AND IS NOW WEST OF THE STATION.  IN THE BOX
 EJ2005'SCORE OF THE ORIGINAL 1957 DESCRIPTION THE DIRECTION FOR
 EJ2005'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 ARE REVERSED IN
 EJ2005'OBSERVING CLOCKWISE FROM STATION KIRBY 1957 THE AZIMUTH
 EJ2005'MARK SHOULD BE AFTER REFERENCE MARK NO. 1.  A NEW
 EJ2005'DESCRIPTION FOLLOWS--
 EJ2005'
 EJ2005'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF GLENWOOD,
 EJ2005'ABOUT 3.5 MILES NORTH-NORTHEAST OF KIRBY, ON THE EAST SIDE
 EJ2005'OF U.S. HIGHWAY 70, ON THE TOP OF HILL, 60 FEET WEST OF THE
 EJ2005'CENTERLINE OF OLD U.S. HIGHWAY 70, 254 FEET EAST OF THE
 EJ2005'CENTERLINE OF NEW U.S. HIGHWAY 70 AT STATION 189-50, 38 FEET
 EJ2005'NORTH OF THE CENTERLINE OF A TRACK ROAD LEADING NORTHWEST,
 EJ2005'42 FEET NORTH OF AN 18-INCH OAK TREE, 23 FEET WEST OF THE EDGE
 EJ2005'OF A CUT BANK, 12 FEET SOUTH OF A 6-INCH FORKED OAK TREE,
 EJ2005'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 EJ2005'DISK, STAMPED GLEN 1957, PROJECTING 6 INCHES.
 EJ2005'
 EJ2005'REFERENCE MARK NO. 1 IS 50.64 FEET SOUTHEAST OF THE STATION,
 EJ2005'32 FEET WEST OF THE CENTER OF OLD U.S. HIGHWAY 70, 26 FEET
 EJ2005'NORTH OF THE CENTER OF THE TRACK ROAD LEADING NORTH WEST
 EJ2005'AND 21 FEET EAST OF AN 18-INCH OAK TREE WITH A SMALL TRIANGULAR
 EJ2005'BLAZ ON THE EAST SIDE.  IT IS A STANDARD DISK, STAMPED GLEN
 EJ2005'NO 1 1957, SET IN THE TOP OF A CONCRETE POST PROJECTING
 EJ2005'6 INCHES.
 EJ2005'
 EJ2005'REFERENCE MARK NO. 3 IS 62.26 FEET WEST OF THE STATION, 196
 EJ2005'FEET EAST-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 70,
 EJ2005'13 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD LEADING
 EJ2005'NORTHWEST AND 20 FEET SOUTHEAST OF AN 18-INCH PINE TREE,
 EJ2005'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 EJ2005'DISK, STAMPED GLEN NO 3 1957, PROJECTING 2 INCHES.
 EJ2005'
 EJ2005'THE DISKTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS
 EJ2005'101.9 FEET.
 EJ2005'
 EJ2005'THE AZIMUTH MARK IS 0.15 MILE SOUTH-SOUTHEAST OF THE STATION,
 EJ2005'19 FEET SOUTHWEST OF A 10-INCH TRIANGULAR BLAZED PINE TREE,
 EJ2005'64 FEET SOUTH-SOUTHWEST OF A POWER POLE WHERE POWER LINE
 EJ2005'TURNS TO SOUTHWEST FROM THE NORTH OR THE THIRD POLE SOUTH
 EJ2005'OF THE STATION, 8 FEET EAST OF A CUT BANK, 45 FEET EAST
 EJ2005'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTHEAST OF THE
 EJ2005'POWER LINE LEADING SOUTHWEST, 77.3 FEET SOUTHWEST OF THE
 EJ2005'ANCHOR FOR POWER POLE, AND 1 FOOT NORTHEAST OF A METAL WITNESS
 EJ2005'POST.  IT IS A STANDARD DISK, STAMPED GLEN 1957, SET IN A
 EJ2005'DRILL HOLE IN OUTCROPPING BED ROCK, 1 FOOT BY 2 FEET AND
 EJ2005'PROJECTING 2 INCHES.
 EJ2005'
 EJ2005'TO REACH THE STATION FROM THE CROSSROAD AT KIRBY, GO NORTHEAST
 EJ2005'ON U.S. HIGHWAY 70 FOR 3.5 MILES TO THE MARK ON RIGHT.  GO
 EJ2005'SOUTH ON OLD HIGHWAY 70 FOR 0.15 MILE TO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3022 ***********************************************************************
 EH3022  DESIGNATION -  GLEN LAKE
 EH3022  PID         -  EH3022
 EH3022  STATE/COUNTY-  AR/JEFFERSON
 EH3022  USGS QUAD   -  LADD (1975)
 EH3022
 EH3022                         *CURRENT SURVEY CONTROL
 EH3022  ___________________________________________________________________
 EH3022* NAD 83(1997)-  34 10 58.82070(N)    091 52 40.60679(W)     ADJUSTED  
 EH3022* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 EH3022  ___________________________________________________________________
 EH3022  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EH3022  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH3022
 EH3022  HORZ ORDER  -  FIRST
 EH3022
 EH3022.The horizontal coordinates were established by classical geodetic methods
 EH3022.and adjusted by the National Geodetic Survey in September 1999..
 EH3022
 EH3022.The orthometric height was scaled from a topographic map.
 EH3022
 EH3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3022
 EH3022.The geoid height was determined by GEOID03.
 EH3022
 EH3022;                    North         East     Units Scale Factor Converg.
 EH3022;SPC AR S     -   568,187.598   411,250.781   MT  0.99992182   +0 04 05.9
 EH3022;SPC AR S     - 1,864,128.81  1,349,245.27   sFT  0.99992182   +0 04 05.9
 EH3022;UTM  15      - 3,783,016.476   603,398.943   MT  0.99973179   +0 37 49.7
 EH3022
 EH3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3022!SPC AR S     -   0.99999452  x   0.99992182  =   0.99991634
 EH3022!UTM  15      -   0.99999452  x   0.99973179  =   0.99972631
 EH3022
 EH3022|---------------------------------------------------------------------|
 EH3022| PID    Reference Object                     Distance      Geod. Az  |
 EH3022|                                                           dddmmss.s |
 EH3022| CY6104 GLEN LAKE RM 2                       57.456 METERS 13057     |
 EH3022| CY6102 GLEN LAKE AZ MK                                    3173350.2 |
 EH3022| CY6103 GLEN LAKE RM 1                       56.642 METERS 32124     |
 EH3022|---------------------------------------------------------------------|
 EH3022
 EH3022                          SUPERSEDED SURVEY CONTROL
 EH3022
 EH3022  NAD 83(1986)-  34 10 58.82922(N)    091 52 40.60050(W) AD(       ) 1
 EH3022  NAD 27      -  34 10 58.47400(N)    091 52 40.11400(W) AD(       ) 1
 EH3022
 EH3022.Superseded values are not recommended for survey control.
 EH3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3022.See file dsdata.txt to determine how the superseded data were derived.
 EH3022
 EH3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0339983016(NAD 83)
 EH3022_MARKER: DS = TRIANGULATION STATION DISK
 EH3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3022
 EH3022  HISTORY     - Date     Condition        Report By
 EH3022  HISTORY     - 1940     MONUMENTED       CGS
 EH3022  HISTORY     - 1957     GOOD             CGS
 EH3022  HISTORY     - 1962     SEE DESCRIPTION  USGS
 EH3022  HISTORY     - 1963     MARK NOT FOUND   CGS
 EH3022
 EH3022                          STATION DESCRIPTION
 EH3022
 EH3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3022'STATION IS ABOUT 8 MILES (AIR LINE) ESE OF PINE BLUFF, 12.5
 EH3022'MILES AIR LINE NW OF GRADY ON LAND OF GLEN LAKE PLANTATION.
 EH3022'
 EH3022'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH3022'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH3022'
 EH3022'REFERENCE MARK NO.1 IS IN THE FENCE LINE, 55 FEET SW OF
 EH3022'CENTER LINE OF U.S. HIGHWAY 65, STAMPED GLEN LAKE NO.1
 EH3022'1940.
 EH3022'
 EH3022'REFERENCE MARK NO.2 IS IN THE FENCE LINE, 55 FEET SW OF
 EH3022'CENTER LINE OF U.S. HIGHWAY 65, 25 FEET W OF OUTSIDE FENCE
 EH3022'CORNER, STAMPED GLEN LAKE NO.2 1940.  STATION MARK AND
 EH3022'THE REFERENCE MARKS ARE AT THE SAME ELEVATION.
 EH3022'
 EH3022'THE AZIMUTH MARK IS 0.8 MILE NW OF STATION, 46 FEET NE OF
 EH3022'CENTER LINE OF U.S. HIGHWAY, 65, 2.8 FEET SW OF WHITE WITNESS
 EH3022'POST, STAMPED GLEN LAKE 1940.
 EH3022'
 EH3022'REACHED FROM THE INTERSECTION IN PINE BLUFF OF FIFTH AND MAIN
 EH3022'STREETS BY FOLLOWING U.S. HIGHWAY 65 SE 9.0 MILES TO STATION
 EH3022'ON LEFT.  THE MARK IS AT THE EDGE OF THE LARGE GROUNDS WITH
 EH3022'SCATTERING PECAN TREES IN FRONT OF LARGE HOUSE OF THE PLANTATION,
 EH3022'72 FEET SW OF CENTER LINE OF U.S. HIGHWAY 65, 17 FEET SW OF WHITE
 EH3022'WITNESS POST WHICH IS JUST NE OF FENCE LINE, 12 INCHES BELOW
 EH3022'THE SURFACE OF THE GROUND AND STAMPED GLEN LAKE 1940.
 EH3022'
 EH3022'A 116-FOOT TOWER WAS ERECTED.
 EH3022
 EH3022                          STATION RECOVERY (1957)
 EH3022
 EH3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RER)
 EH3022'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  BOTH
 EH3022'REFERENCE MARKS WERE RECOVERED.
 EH3022'
 EH3022'ADD TO DESCRIPTION.  11.20 FEET WEST OF FENCE, 122.75 FEET SE
 EH3022'OF PECAN TREE, 221.0 FEET NW OF FENCE CORNER AND 92.75 FEET
 EH3022'NW OF CENTER OF GAS METER.
 EH3022
 EH3022                          STATION RECOVERY (1962)
 EH3022
 EH3022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH3022'PRESENT ROAD WIDTH INDICATES THAT REFERENCE MARKS AND AZIMUTH
 EH3022'MARK WOULD HAVE BEEN GRADED OUT.
 EH3022
 EH3022                          STATION RECOVERY (1963)
 EH3022
 EH3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH3022'STATION WAS NOT RECOVERED FOLLOWING A THOROUGH SEARCH.  THE AZIMUTH
 EH3022'MARK AND THE REFERENCE MARKS HAVE BEEN DESTROYED DURING HIGHWAY
 EH3022'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0877 ***********************************************************************
 GE0877  DESIGNATION -  GLENCOE
 GE0877  PID         -  GE0877
 GE0877  STATE/COUNTY-  AR/FULTON
 GE0877  USGS QUAD   -  AGNOS (1981)
 GE0877
 GE0877                         *CURRENT SURVEY CONTROL
 GE0877  ___________________________________________________________________
 GE0877* NAD 83(1997)-  36 18 10.53732(N)    091 44 58.25342(W)     ADJUSTED  
 GE0877* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 GE0877  ___________________________________________________________________
 GE0877  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GE0877  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0877
 GE0877  HORZ ORDER  -  SECOND
 GE0877
 GE0877.The horizontal coordinates were established by classical geodetic methods
 GE0877.and adjusted by the National Geodetic Survey in September 1999..
 GE0877
 GE0877.The orthometric height was scaled from a topographic map.
 GE0877
 GE0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0877
 GE0877.The geoid height was determined by GEOID03.
 GE0877
 GE0877;                    North         East     Units Scale Factor Converg.
 GE0877;SPC AR N     -   218,547.064   422,498.279   MT  1.00001450   +0 08 44.7
 GE0877;SPC AR N     -   717,016.49  1,386,146.44   sFT  1.00001450   +0 08 44.7
 GE0877;SPC MO E     -    52,827.329   137,776.370   MT  1.00008845   -0 44 23.5
 GE0877;SPC MO C     -    52,364.131   567,402.866   MT  0.99998929   +0 26 39.6
 GE0877;UTM  15      - 4,018,273.785   612,273.343   MT  0.99975531   +0 44 25.6
 GE0877
 GE0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0877!SPC AR N     -   0.99996361  x   1.00001450  =   0.99997811
 GE0877!SPC MO E     -   0.99996361  x   1.00008845  =   1.00005205
 GE0877!SPC MO C     -   0.99996361  x   0.99998929  =   0.99995290
 GE0877!UTM  15      -   0.99996361  x   0.99975531  =   0.99971893
 GE0877
 GE0877|---------------------------------------------------------------------|
 GE0877| PID    Reference Object                     Distance      Geod. Az  |
 GE0877|                                                           dddmmss.s |
 GE0877| CI1019 GLENCOE RM 1                         51.733 METERS 03024     |
 GE0877| GE0885 FRANKLIN                            APPROX.15.7 KM 1962142.3 |
 GE0877| CI1018 GLENCOE AZ MK                                      2061738.7 |
 GE0877| CI1020 GLENCOE RM 2                         48.340 METERS 29554     |
 GE0877|---------------------------------------------------------------------|
 GE0877
 GE0877                          SUPERSEDED SURVEY CONTROL
 GE0877
 GE0877  NAD 83(1986)-  36 18 10.54698(N)    091 44 58.25224(W) AD(       ) 2
 GE0877  NAD 27      -  36 18 10.30900(N)    091 44 57.72600(W) AD(       ) 2
 GE0877
 GE0877.Superseded values are not recommended for survey control.
 GE0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0877.See file dsdata.txt to determine how the superseded data were derived.
 GE0877
 GE0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1227318274(NAD 83)
 GE0877_MARKER: DS = TRIANGULATION STATION DISK
 GE0877_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GE0877
 GE0877  HISTORY     - Date     Condition        Report By
 GE0877  HISTORY     - 1934     MONUMENTED       CGS
 GE0877  HISTORY     - 1953     GOOD             CGS
 GE0877  HISTORY     - 1961     GOOD             USGS
 GE0877
 GE0877                          STATION DESCRIPTION
 GE0877
 GE0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GE0877'THIS STATION IS LOCATED 0.4 MILE W OF GLENCOE, A TOWN ON U.S.
 GE0877'HIGHWAY 62, 0.3 MILE N OF U.S. HIGHWAY 62, ON FARM LAND
 GE0877'BELONGING TO MR. P.T. VAIL.  MARK IS SET ABOUT 100 YARDS ESE
 GE0877'OF MR. VAILS DWELLING.  ON THE HIGHEST PART OF A CULTIVATED
 GE0877'FIELD, 80 FEET S OF AN E-W RAIL FENCE.  IT IS SET ABOUT 12
 GE0877'INCHES UNDERGROUND, AND WILL BE COVERED.
 GE0877'
 GE0877'SURFACE MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF AN
 GE0877'IRREGULAR MASS OF CONCRETE.
 GE0877'
 GE0877'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GE0877'
 GE0877'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 GE0877'IN THE TOPS OF CONCRETE CYLINDERS.
 GE0877'
 GE0877'REFERENCE MARK NO. 1 IS SET 51.750 METERS NNE OF STATION, IN
 GE0877'A BARBED-WIRE FENCE LINE WHICH RUNS E-W, 60 FEET E OF RAIL
 GE0877'FENCE WHICH RUNS N-S.
 GE0877'
 GE0877'REFERENCE MARK NO. 2 IS 48.340 METERS WNW OF STATION IN RAIL
 GE0877'FENCE CORNER NEAR FARM SHED.
 GE0877'
 GE0877'AZIMUTH MARK IS SET 0.1 MILE SSW OF STATION IN RAIL FENCE
 GE0877'LINE, 10 FEET W OF GATE.
 GE0877'
 GE0877'TO REACH FROM GLENCOE, GO W ON U.S. HIGHWAY 62 FOR 0.4 MILE TO
 GE0877'A LOCAL ROAD LEADING N AND MARKED BY A BLAZE IN A SMALL OAK
 GE0877'TREE, GO N ON LOCAL ROAD FOR 0.3 MILE TO MR. P.T. VAILS FARM,
 GE0877'THEN THROUGH BARNYARD TO CULTIVATED FIELD E OF HOUSE.
 GE0877'
 GE0877'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 GE0877
 GE0877                          STATION RECOVERY (1953)
 GE0877
 GE0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0877'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 GE0877'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 GE0877'
 GE0877'THE STATION IS LOCATED 0.4 MILE WEST OF GLENCOE, 0.3 MILE
 GE0877'NORTH OF U.S. HIGHWAY 62, 87 FEET SOUTH OF A FENCE LINE AND ON
 GE0877'LAND OWNED BY MR. ROY ELLIOT.
 GE0877'
 GE0877'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 GE0877'AND STATE HIGHWAY 9 AT THE SOUTHEAST EDGE OF SALEM, GO
 GE0877'SOUTHEASTERLY ON U.S. HIGHWAY 62 FOR 7.3 MILES TO A DRIVEWAY
 GE0877'ON THE LEFT, TURN LEFT AND FOLLOW THE DRIVEWAY FOR 0.35 MILE
 GE0877'TO THE ELLIOTS FARM HOME, CONTINUE TO THE RIGHT OF HOUSE AND
 GE0877'BARN FOR 0.1 MILE TO THE HIGHEST POINT OF A LOW RIDGE AND THE
 GE0877'STATION AS DESCRIBED.
 GE0877'
 GE0877'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST
 GE0877'ACROSS PASTURE LAND FOR 0.1 MILE TO A FENCE LINE AND THE
 GE0877'AZIMUTH MARK AS DESCRIBED.
 GE0877'
 GE0877'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 GE0877'AND THE DISK IS STAMPED GLENCOE 1934.
 GE0877'
 GE0877'REFERENCE MARK 1 IS 6 FEET SOUTH OF A WIRE FENCE.  THE MARK
 GE0877'PROJECTS 10 INCHES AND THE DISK IS STAMPED GLENCOE NO 1 1953.
 GE0877'
 GE0877'REFERENCE MARK 2 IS 9 FEET NORTHWEST OF A FENCE CORNER, 8 FEET
 GE0877'WEST OF A NORTH-SOUTH FENCE LINE AND 6 FEET NORTH OF A EAST-WEST
 GE0877'FENCE LINE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 GE0877'STAMPED GLENCOE NO 2 1953.
 GE0877'
 GE0877'THE AZIMUTH MARK IS 5 FEET NORTHEAST OF A WHITE 4 IN X 4 IN
 GE0877'WITNESS POST AND 4 FEET NORTH OF A WIRE FENCE.  THE MARK
 GE0877'PROJECTS 12 INCHES AND THE DISK IS STAMPED GLENCOE 1934.
 GE0877'
 GE0877'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 34 METERS.
 GE0877
 GE0877                          STATION RECOVERY (1961)
 GE0877
 GE0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GE0877'STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GE0877'DISK IS STAMPED GLENCOE 1934.  THE STATION IS LOCATED 0.2 MILES
 GE0877'WEST OF GLENCOE, 0.5 MILES NORTH OF U.S. HIGHWAY 62, 87 FEET
 GE0877'SOUTH OF A FENCE LINE AND ON LAND OWNED BY MR. ROY ELLIOT, SET
 GE0877'IN A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2112 ***********************************************************************
 DK2112  DESIGNATION -  GLENDALE
 DK2112  PID         -  DK2112
 DK2112  STATE/COUNTY-  AR/LINCOLN
 DK2112  USGS QUAD   -  GLENDALE (1973)
 DK2112
 DK2112                         *CURRENT SURVEY CONTROL
 DK2112  ___________________________________________________________________
 DK2112* NAD 83(1997)-  33 57 46.05768(N)    091 58 05.71247(W)     ADJUSTED  
 DK2112* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 DK2112  ___________________________________________________________________
 DK2112  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DK2112  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DK2112
 DK2112  HORZ ORDER  -  FIRST
 DK2112
 DK2112.The horizontal coordinates were established by classical geodetic methods
 DK2112.and adjusted by the National Geodetic Survey in September 1999..
 DK2112
 DK2112.The orthometric height was scaled from a topographic map.
 DK2112
 DK2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2112
 DK2112.The geoid height was determined by GEOID03.
 DK2112
 DK2112;                    North         East     Units Scale Factor Converg.
 DK2112;SPC AR S     -   543,756.592   402,933.938   MT  0.99991925   +0 01 04.0
 DK2112;SPC AR S     - 1,783,974.75  1,321,959.09   sFT  0.99991925   +0 01 04.0
 DK2112;UTM  15      - 3,758,510.141   595,323.029   MT  0.99971201   +0 34 35.2
 DK2112
 DK2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2112!SPC AR S     -   0.99998681  x   0.99991925  =   0.99990606
 DK2112!UTM  15      -   0.99998681  x   0.99971201  =   0.99969882
 DK2112
 DK2112:                Primary Azimuth Mark                     Grid Az
 DK2112:SPC AR S     -  GLENDALE AZ MK                           074 07 45.2
 DK2112:UTM  15      -  GLENDALE AZ MK                           073 34 14.0
 DK2112
 DK2112|---------------------------------------------------------------------|
 DK2112| PID    Reference Object                     Distance      Geod. Az  |
 DK2112|                                                           dddmmss.s |
 DK2112| CY6105 GLENDALE AZ MK                                     0740849.2 |
 DK2112| CY6107 GLENDALE RM 1                        55.620 METERS 07410     |
 DK2112| CY6110 GLENDALE RM 4                        29.983 METERS 07637     |
 DK2112| DK2111 GLENDALE RAD STA KKY 559 MAST       APPROX. 0.9 KM 0910723.5 |
 DK2112| DK2110 GLENDALE STANDARD OIL WATER TK      APPROX. 1.0 KM 1043926.9 |
 DK2112| CY6109 GLENDALE RM 3                        49.426 METERS 19514     |
 DK2112| CY6106 GLENDALE AZ MK RESET                               2893745.2 |
 DK2112| EJ1802 ARKANSAS FORESTRY COMM LOT 76       APPROX. 9.4 KM 3140009.9 |
 DK2112| CY6108 GLENDALE RM 2                        60.829 METERS 32535     |
 DK2112|---------------------------------------------------------------------|
 DK2112
 DK2112                          SUPERSEDED SURVEY CONTROL
 DK2112
 DK2112  NAD 83(1986)-  33 57 46.06733(N)    091 58 05.70598(W) AD(       ) 1
 DK2112  NAD 27      -  33 57 45.70748(N)    091 58 05.21085(W) AD(       ) 1
 DK2112
 DK2112.Superseded values are not recommended for survey control.
 DK2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2112.See file dsdata.txt to determine how the superseded data were derived.
 DK2112
 DK2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9532358510(NAD 83)
 DK2112_MARKER: DS = TRIANGULATION STATION DISK
 DK2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2112
 DK2112  HISTORY     - Date     Condition        Report By
 DK2112  HISTORY     - 1939     MONUMENTED       CGS
 DK2112  HISTORY     - 1964     GOOD             CGS
 DK2112  HISTORY     - 19690226 GOOD             USGS
 DK2112
 DK2112                          STATION DESCRIPTION
 DK2112
 DK2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2112'STATION IS LOCATED 20-1/2 MILES BY ROAD S OF PINE BLUFF, 8-1/2
 DK2112'MILES BY ROAD S OF STATION MUNDELL, AND 0.6 MILE W OF CHAMBERS
 DK2112'STORE AT GLENDALE, IN VACANT LOT W OF CHAMBERS HOUSE.  IT IS
 DK2112'163 FEET W OF NW OF CHAMBERS HOUSE, 100-1/2 FEET NE OF SE CORNER
 DK2112'OF HOUSE W OF CHAMBERS HOUSE, 41 FEET S OF CENTER LINE OF
 DK2112'ROAD, 63 FEET N OF FENCE LINE.  MARK PROJECTS 2 INCHES, STAMPED
 DK2112'GLENDALE 1939.
 DK2112'
 DK2112'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2112'BRONZE DISKS SET IN CONCRETE.
 DK2112'
 DK2112'REACHED FROM PINE BLUFF RAILROAD STATION--DRIVE S ON MAIN STREET
 DK2112'0.9 MILE TO T-ROADS, TURN RIGHT AND GO 0.2 MILE W TO CROSSROADS,
 DK2112'TURN LEFT, S, ON STATE ROUTE 15 AND GO 9.0 MILES TO GRAVEL
 DK2112'T-ROAD LEFT, S, 0.8 MILE S OF HARMONY SCHOOLHOUSE, TURN LEFT,
 DK2112'S, AND DRIVE 9.7 MILES TO CHAMBERS STORE AT GLENDALE (PASSING
 DK2112'STATION MUNDELL AT 1.15 MILES), TURN RIGHT, W, ON DIRT ROAD AND
 DK2112'GO 0.6 MILE TO CHAMBERS HOUSE AND STATION.
 DK2112'
 DK2112'REFERENCE MARK NO. 1 IS 182.53 FEET ENE OF STATION, 12 FEET
 DK2112'N OF CENTER LINE OF E-W ROAD, IN E-W FENCE LINE, 55 FEET NNW
 DK2112'OF NE CORNER OF CHAMBERS HOUSE, 54-3/4 FEET NNE OF NW CORNER
 DK2112'OF CHAMBERS HOUSE.  MARK IS STAMPED GLENDALE NO. 1 1939,
 DK2112'PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS LOCATED 199.57
 DK2112'FEET WNW OF STATION, 142 FEET NNW OF NE CORNER OF HOUSE W OF
 DK2112'CHAMBERS HOUSE, 44 FEET N OF A BEND IN THE ROAD, 12 FEET W OF
 DK2112'CENTER LINE OF ROAD.  MARK IS STAMPED GLENDALE NO. 2 1939,
 DK2112'PROJECTS 6 INCHES.  REFERENCE MARK NO. 3 IS LOCATED
 DK2112'162.24 FEET S OF STATION, 3 FEET E OF E-W, N-S PASTURE FENCE
 DK2112'CORNER.  MARK IS STAMPED GLENDALE NO. 3 1939.
 DK2112'PROJECTS 6 INCHES.
 DK2112'
 DK2112'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.6 MILE ENE OF STATION, 25
 DK2112'FEET E OF CENTER LINE OF N-S ROAD.  DIRECTLY E OF FENCE CORNER,
 DK2112'WHICH FENCE IN N BOUNDARY OF SCHOOLYARD.  MARK IS STAMPED GLENDALE
 DK2112'1939, PROJECTS 6 INCHES.
 DK2112'
 DK2112'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DK2112
 DK2112                          STATION RECOVERY (1964)
 DK2112
 DK2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DK2112'STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN
 DK2112'GOOD CONDITION AT THIS TIME.  THE AZIMUTH MARK AND REFERENCE
 DK2112'MARK 2 HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK
 DK2112'1 WAS FOUND TO BE TOO NEAR A DITCH LINE AND WAS DESTROYED AT
 DK2112'THIS TIME.  A NEW AZIMUTH MARK AND A REFERENCE MARK 4 WERE
 DK2112'ESTABLISHED AT THIS TIME.  THE DIRECTION TO REFERENCE MARK 3
 DK2112'WAS FOUND TO BE 0.08 OF A FOOT SHORTER THAN THE PREVIOUS
 DK2112'MEASUREMENT AND THE DIRECTION SMALLER BY 1 MINUTE AND 17
 DK2112'SECONDS.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 DK2112'SHORTER BY 0.05 OF A FOOT AND THE DIRECTION CHECKED.  DUE
 DK2112'TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 DK2112'
 DK2112'ABOUT 7 MILES NORTHWEST OF STAR CITY, 4 MILES NORTHEAST OF
 DK2112'CALMER, 3/4 MILE WEST OF GLENDALE, AND ON THE PROPERTY OF MR.
 DK2112'ROY CHAMBERS.  IT IS 62 FEET EAST OF THE CENTERLINE OF A
 DK2112'GRAVELED DRIVEWAY, 43 FEET SOUTH OF THE CENTERLINE OF A
 DK2112'GRAVELED ROAD, 37 FEET WEST OF A 36 INCH OAK TREE, 24 FEET
 DK2112'SOUTH OF A WITNESS POST AND A FENCE LINE, AND 22 FEET SOUTHEAST
 DK2112'OF A 30 INCH OAK TREE.  THE MONUMENT PROJECTS 7 INCHES AND
 DK2112'THE DISK IS STAMPED GLENDALE 1939.
 DK2112'
 DK2112'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 114 IN
 DK2112'CALMER, GO EAST ON HIGHWAY 114 (GRAVELED ROAD) FOR 4.6 MILES
 DK2112'TO THE JUNCTION OF STATE HIGHWAY 54.  TURN LEFT AND GO NORTH ON
 DK2112'HIGHWAY 54 (GRAVELED ROAD) FOR 1.95 MILES TO A GRAVELED SIDE
 DK2112'ROAD LEFT JUST SOUTH OF MR. E.E. CHAMBERS STORE IN GLENDALE.
 DK2112'TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.6 MILE TO THE
 DK2112'STATION ON THE LEFT.
 DK2112'
 DK2112'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST, NORTH AND
 DK2112'WEST ON THE GRAVELED ROAD FOR 0.45 MILES TO THE AZIMUTH MARK
 DK2112'ON THE RIGHT.
 DK2112'
 DK2112'REFERENCE MARK 3 IS 75 FEET SOUTH SOUTHEAST OF A WIRE GATE,
 DK2112'69 FEET SOUTH OF A 30 INCH OAK TREE AND 30 FEET NORTH OF A
 DK2112'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 DK2112'GLENDALE NO 3 1939.
 DK2112'
 DK2112'REFERENCE MARK 4 IS 38 FEET NORTHEAST OF A 24 INCH OAK TREE,
 DK2112'15 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH
 DK2112'OF A FENCE.  THE MONUMENT PROJECTS 7 INCHES AND THE DISK IS
 DK2112'STAMPED GLENDALE NO 4 1939.
 DK2112'
 DK2112'THE AZIMUTH MARK IS 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DK2112'OF A BARN, 32 FEET NORTH OF THE CENTERLINE OF THE ROAD, 16
 DK2112'FEET WEST OF THE WEST END OF A GATE, 2 FEET EAST OF A WITNESS
 DK2112'POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 DK2112'AND THE DISK IS STAMPED GLENDALE 1939 RESET 1964.
 DK2112'
 DK2112'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK2112
 DK2112                          STATION RECOVERY (1969)
 DK2112
 DK2112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DK2112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2111 ***********************************************************************
 DK2111  DESIGNATION -  GLENDALE RAD STA KKY 559 MAST
 DK2111  PID         -  DK2111
 DK2111  STATE/COUNTY-  AR/LINCOLN
 DK2111  USGS QUAD   -  GLENDALE (1973)
 DK2111
 DK2111                         *CURRENT SURVEY CONTROL
 DK2111  ___________________________________________________________________
 DK2111* NAD 83(1997)-  33 57 45.47855(N)    091 57 30.34944(W)     ADJUSTED  
 DK2111* NAVD 88     -                                                        
 DK2111  ___________________________________________________________________
 DK2111  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DK2111  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DK2111
 DK2111  HORZ ORDER  -  THIRD
 DK2111
 DK2111.The horizontal coordinates were established by classical geodetic methods
 DK2111.and adjusted by the National Geodetic Survey in September 1999..
 DK2111
 DK2111
 DK2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2111
 DK2111.The geoid height was determined by GEOID03.
 DK2111
 DK2111;                    North         East     Units Scale Factor Converg.
 DK2111;SPC AR S     -   543,739.075   403,841.769   MT  0.99991925   +0 01 23.8
 DK2111;SPC AR S     - 1,783,917.28  1,324,937.54   sFT  0.99991925   +0 01 23.8
 DK2111;UTM  15      - 3,758,501.478   596,230.800   MT  0.99971415   +0 34 54.9
 DK2111
 DK2111                          SUPERSEDED SURVEY CONTROL
 DK2111
 DK2111  NAD 83(1986)-  33 57 45.48819(N)    091 57 30.34291(W) AD(       ) 4
 DK2111  NAD 27      -  33 57 45.12826(N)    091 57 29.85022(W) AD(       ) 3
 DK2111
 DK2111.Superseded values are not recommended for survey control.
 DK2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2111.See file dsdata.txt to determine how the superseded data were derived.
 DK2111
 DK2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9623158501(NAD 83)
 DK2111_MARKER: 42 = RADIO/TV MAST
 DK2111
 DK2111  HISTORY     - Date     Condition        Report By
 DK2111  HISTORY     - 1964     FIRST OBSERVED   CGS
 DK2111
 DK2111                          STATION DESCRIPTION
 DK2111
 DK2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DK2111'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 DK2111'NEAR THE CENTER OF THE SMALL VILLAGE OF GLENDALE, AT THE
 DK2111'NORTH END OF THE MISSISSIPPI RIVER FUEL CORPORATION PUMPING
 DK2111'STATION GROUNDS, ABOUT 300 FEET EAST OF STATE HIGHWAY 54.
 DK2111'IT IS A GUYED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 DK2111'OF INTERNATIONAL ORANGE AND WHITE, AND IS OWNED AND OPERATED
 DK2111'BY THE MISSISSIPPI RIVER FUEL CORPORATION.  THE OVERALL HEIGHT
 DK2111'IS 413 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2110 ***********************************************************************
 DK2110  DESIGNATION -  GLENDALE STANDARD OIL WATER TK
 DK2110  PID         -  DK2110
 DK2110  STATE/COUNTY-  AR/LINCOLN
 DK2110  USGS QUAD   -  GLENDALE (1973)
 DK2110
 DK2110                         *CURRENT SURVEY CONTROL
 DK2110  ___________________________________________________________________
 DK2110* NAD 83(1997)-  33 57 37.90385(N)    091 57 28.30702(W)     ADJUSTED  
 DK2110* NAVD 88     -                                                        
 DK2110  ___________________________________________________________________
 DK2110  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DK2110  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DK2110
 DK2110  HORZ ORDER  -  THIRD
 DK2110
 DK2110.The horizontal coordinates were established by classical geodetic methods
 DK2110.and adjusted by the National Geodetic Survey in September 1999..
 DK2110
 DK2110
 DK2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2110
 DK2110.The geoid height was determined by GEOID03.
 DK2110
 DK2110;                    North         East     Units Scale Factor Converg.
 DK2110;SPC AR S     -   543,505.727   403,894.297   MT  0.99991930   +0 01 24.9
 DK2110;SPC AR S     - 1,783,151.71  1,325,109.87   sFT  0.99991930   +0 01 24.9
 DK2110;UTM  15      - 3,758,268.701   596,285.590   MT  0.99971428   +0 34 55.9
 DK2110
 DK2110                          SUPERSEDED SURVEY CONTROL
 DK2110
 DK2110  NAD 83(1986)-  33 57 37.91347(N)    091 57 28.30048(W) AD(       ) 4
 DK2110  NAD 27      -  33 57 37.55400(N)    091 57 27.80300(W) AD(       ) 3
 DK2110
 DK2110.Superseded values are not recommended for survey control.
 DK2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2110.See file dsdata.txt to determine how the superseded data were derived.
 DK2110
 DK2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9628658269(NAD 83)
 DK2110_MARKER: 51 = TANK
 DK2110
 DK2110  HISTORY     - Date     Condition        Report By
 DK2110  HISTORY     - 1938     FIRST OBSERVED   CGS
 DK2110  HISTORY     - 1964     GOOD             CGS
 DK2110
 DK2110                          STATION DESCRIPTION
 DK2110
 DK2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 DK2110'POINT OBSERVED UPON WAS TIP OF FINIAL OF SILVER WATER TANK
 DK2110'OF THE STANDARD OIL PUMPING STATION, LOCATED 0.6 MILE ESE
 DK2110'OF TRIANGULATION STATION GLENDALE.  TANK IS A STEEL STRUCTURE
 DK2110'APPROXIMATELY 90 FEET HIGH.
 DK2110'
 DK2110'OBSERVED UPON FROM TRIANGULATION STATIONS PUNTNEY, RELFS,
 DK2110'AND YARBROUGH.
 DK2110
 DK2110                          STATION RECOVERY (1964)
 DK2110
 DK2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DK2110'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DK2110'TANK IS NOW OWNED BY THE MISSISSIPPI RIVER FUEL CORPORATION.
 DK2110'THE DESCRIPTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1473 ***********************************************************************
 DL1473  DESIGNATION -  GLENVILLE
 DL1473  PID         -  DL1473
 DL1473  STATE/COUNTY-  AR/NEVADA
 DL1473  USGS QUAD   -  MAGNOLIA NW (1976)
 DL1473
 DL1473                         *CURRENT SURVEY CONTROL
 DL1473  ___________________________________________________________________
 DL1473* NAD 83(1997)-  33 29 10.92239(N)    093 12 34.90082(W)     ADJUSTED  
 DL1473* NAVD 88     -       116.15   (+/-2cm)     381.1    (feet)  VERTCON   
 DL1473  ___________________________________________________________________
 DL1473  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DL1473  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL1473
 DL1473  HORZ ORDER  -  SECOND
 DL1473  VERT ORDER  -  THIRD ? (See Below)
 DL1473
 DL1473.The horizontal coordinates were established by classical geodetic methods
 DL1473.and adjusted by the National Geodetic Survey in September 1999..
 DL1473
 DL1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1473.The vertical order pertains to the NGVD 29 superseded value.
 DL1473
 DL1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1473
 DL1473.The geoid height was determined by GEOID03.
 DL1473
 DL1473;                    North         East     Units Scale Factor Converg.
 DL1473;SPC AR S     -   491,579.755   287,581.152   MT  0.99996390   -0 40 37.4
 DL1473;SPC AR S     - 1,612,791.25    943,505.83   sFT  0.99996390   -0 40 37.4
 DL1473;UTM  15      - 3,705,227.450   480,519.362   MT  0.99960468   -0 06 56.5
 DL1473
 DL1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1473!SPC AR S     -   0.99998593  x   0.99996390  =   0.99994983
 DL1473!UTM  15      -   0.99998593  x   0.99960468  =   0.99959062
 DL1473
 DL1473|---------------------------------------------------------------------|
 DL1473| PID    Reference Object                     Distance      Geod. Az  |
 DL1473|                                                           dddmmss.s |
 DL1473| CX5893 GLENVILLE RM 2                       11.407 METERS 09234     |
 DL1473| DL1472 GLENVILLE FIRE TWR 94 AFC            11.187 METERS 09614     |
 DL1473| CX5891 GLENVILLE AZ MK                                    2475434.1 |
 DL1473| CX5892 GLENVILLE RM 1                        6.766 METERS 35437     |
 DL1473|---------------------------------------------------------------------|
 DL1473
 DL1473                          SUPERSEDED SURVEY CONTROL
 DL1473
 DL1473  NAD 83(1997)-  33 29 10.93056(N)    093 12 34.89264(W) AD(       ) 2
 DL1473  NAD 83(1986)-  33 29 10.93296(N)    093 12 34.89099(W) AD(       ) 2
 DL1473  NAD 27      -  33 29 10.50000(N)    093 12 34.28500(W) AD(       ) 2
 DL1473  NGVD 29 (07/19/86)  116.17   (m)          381.1    (f) LEVELING    3  
 DL1473
 DL1473.Superseded values are not recommended for survey control.
 DL1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1473.See file dsdata.txt to determine how the superseded data were derived.
 DL1473
 DL1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8051905227(NAD 83)
 DL1473_MARKER: DS = TRIANGULATION STATION DISK
 DL1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1473
 DL1473  HISTORY     - Date     Condition        Report By
 DL1473  HISTORY     - 1950     MONUMENTED       CGS
 DL1473  HISTORY     - 1963     GOOD             CGS
 DL1473
 DL1473                          STATION DESCRIPTION
 DL1473
 DL1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1473'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF MC NEIL,
 DL1473'ABOUT 6 MILES EAST-SOUTHEAST OF WILLISVILLE AND IS ADJACENT
 DL1473'TO THE GLENVILLE FIRE TOWER.  IT IS SITUATED 3 FEET EAST
 DL1473'OF A NORTH-SOUTH FENCE LINE AND IS SET FLUSH WITH THE SURFACE
 DL1473'OF THE GROUND.  THE DISK IS STAMPED GLENVILLE 1950.
 DL1473'
 DL1473'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF THE FENCE LINE.  IT IS
 DL1473'STAMPED GLENVILLE NO 1 1950 AND IS SET FLUSH WITH THE SURFACE
 DL1473'OF THE GROUND.
 DL1473'
 DL1473'REFERENCE MARK NO. 2 IS LOCATED BELOW AND IS NEAR THE CENTER
 DL1473'OF THE FIRE TOWER.  IT IS STAMPED GLENVILLE NO 2 1950 AND
 DL1473'IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 DL1473'
 DL1473'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DL1473'NO. 2 IS 46.08 FEET.
 DL1473'
 DL1473'THE AZIMUTH MARK IS LOCATED AT A CURVE IN THE ROAD, 14 FEET
 DL1473'SOUTH FROM THE CENTER OF THE ROAD, 4 FEET EAST OF A TELEPHONE
 DL1473'POLE AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED GLENVILLE
 DL1473'1950 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 DL1473'
 DL1473'TO REACH THE STATION FROM THE STREET INTERSECTION, JUST
 DL1473'WEST OF THE RAILROAD STATION, IN MC NEIL, GO NORTH ON A GRAVELED
 DL1473'ROAD FOR 4.3 MILES TO COLLEGE HILL, CONTINUE STRAIGHT AHEAD
 DL1473'FOR 6.0 MILES TO A T-ROAD ON THE RIGHT, TURN RIGHT AND GO
 DL1473'EASTERLY FOR 2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  THENCE
 DL1473'CONTINUE EASTERLY FOR 0.35 MILE TO THE FIRE TOWER AND THE
 DL1473'STATION ON THE RIGHT AS DESCRIBED.
 DL1473'
 DL1473'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1473
 DL1473                          STATION RECOVERY (1963)
 DL1473
 DL1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1473'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1473'CONDITION.
 DL1473'
 DL1473'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1472 ***********************************************************************
 DL1472  DESIGNATION -  GLENVILLE FIRE TWR 94 AFC
 DL1472  PID         -  DL1472
 DL1472  STATE/COUNTY-  AR/NEVADA
 DL1472  USGS QUAD   -  MAGNOLIA NW (1976)
 DL1472
 DL1472                         *CURRENT SURVEY CONTROL
 DL1472  ___________________________________________________________________
 DL1472* NAD 83(1997)-  33 29 10.88298(N)    093 12 34.47004(W)     ADJUSTED  
 DL1472* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 DL1472  ___________________________________________________________________
 DL1472  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DL1472  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL1472
 DL1472  HORZ ORDER  -  THIRD
 DL1472
 DL1472.The horizontal coordinates were established by classical geodetic methods
 DL1472.and adjusted by the National Geodetic Survey in September 1999..
 DL1472
 DL1472.The orthometric height was scaled from a topographic map.
 DL1472
 DL1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1472
 DL1472.The geoid height was determined by GEOID03.
 DL1472
 DL1472;                    North         East     Units Scale Factor Converg.
 DL1472;SPC AR S     -   491,578.410   287,592.257   MT  0.99996391   -0 40 37.2
 DL1472;SPC AR S     - 1,612,786.83    943,542.26   sFT  0.99996391   -0 40 37.2
 DL1472;UTM  15      - 3,705,226.214   480,530.476   MT  0.99960467   -0 06 56.3
 DL1472
 DL1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1472!SPC AR S     -   0.99998596  x   0.99996391  =   0.99994987
 DL1472!UTM  15      -   0.99998596  x   0.99960467  =   0.99959064
 DL1472
 DL1472                          SUPERSEDED SURVEY CONTROL
 DL1472
 DL1472  NAD 83(1997)-  33 29 10.89116(N)    093 12 34.46186(W) AD(       ) 4
 DL1472  NAD 83(1986)-  33 29 10.89356(N)    093 12 34.46021(W) AD(       ) 4
 DL1472  NAD 27      -  33 29 10.46100(N)    093 12 33.85400(W) AD(       ) 3
 DL1472
 DL1472.Superseded values are not recommended for survey control.
 DL1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1472.See file dsdata.txt to determine how the superseded data were derived.
 DL1472
 DL1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8053005226(NAD 83)
 DL1472_MARKER: 55 = TOWER
 DL1472
 DL1472  HISTORY     - Date     Condition        Report By
 DL1472  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1472
 DL1472                          STATION DESCRIPTION
 DL1472
 DL1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1472'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH FROM MC NEIL,
 DL1472'ABOUT 6 MILES EAST-SOUTHEAST FROM WILLISVILLE AND ABOUT 120
 DL1472'FEET SOUTH OF A GRAVELED ROAD.
 DL1472'
 DL1472'IT IS A GLASS ENCLOSED CAB MOUNTED ON A FOUR-LEGGED STEEL
 DL1472'STRUCTURE AND HAS AN OVER ALL HEIGHT OF 112 FEET.
 DL1472'
 DL1472'TO REACH THE STATION FROM THE STREET INTERSECTION JUST WEST
 DL1472'OF THE RAILROAD STATION IN MC NEIL, GO NORTH ON A GRAVELED
 DL1472'ROAD FOR 4.3 MILES TO COLLEGE HILL, CONTINUE STRAIGHT AHEAD
 DL1472'FOR 6.0 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO EASTERLY
 DL1472'FOR 2.45 MILES TO THE STATION SITE ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2003 ***********************************************************************
 EJ2003  DESIGNATION -  GLENWOOD
 EJ2003  PID         -  EJ2003
 EJ2003  STATE/COUNTY-  AR/PIKE
 EJ2003  USGS QUAD   -  GLENWOOD (1979)
 EJ2003
 EJ2003                         *CURRENT SURVEY CONTROL
 EJ2003  ___________________________________________________________________
 EJ2003* NAD 83(1997)-  34 19 33.16289(N)    093 32 26.40318(W)     ADJUSTED  
 EJ2003* NAVD 88     -       198.8    (meters)     652.     (feet)  VERTCON   
 EJ2003  ___________________________________________________________________
 EJ2003  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 EJ2003  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EJ2003
 EJ2003  HORZ ORDER  -  THIRD
 EJ2003
 EJ2003.The horizontal coordinates were established by classical geodetic methods
 EJ2003.and adjusted by the National Geodetic Survey in September 1999..
 EJ2003
 EJ2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2003
 EJ2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2003
 EJ2003.The geoid height was determined by GEOID03.
 EJ2003
 EJ2003;                    North         East     Units Scale Factor Converg.
 EJ2003;SPC AR S     -   585,095.032   258,226.674   MT  0.99993136   -0 51 44.3
 EJ2003;SPC AR S     - 1,919,599.28    847,198.68   sFT  0.99993136   -0 51 44.3
 EJ2003;UTM  15      - 3,798,422.044   450,261.726   MT  0.99963049   -0 18 17.6
 EJ2003
 EJ2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2003!SPC AR S     -   0.99997314  x   0.99993136  =   0.99990450
 EJ2003!UTM  15      -   0.99997314  x   0.99963049  =   0.99960364
 EJ2003
 EJ2003|---------------------------------------------------------------------|
 EJ2003| PID    Reference Object                     Distance      Geod. Az  |
 EJ2003|                                                           dddmmss.s |
 EJ2003| CX5895 GLENWOOD RM 1                         7.736 METERS 12747     |
 EJ2003| CX5894 GLENWOOD AZ MK                                     1845554.5 |
 EJ2003| CX5896 GLENWOOD RM 2                         6.876 METERS 24050     |
 EJ2003|---------------------------------------------------------------------|
 EJ2003
 EJ2003                          SUPERSEDED SURVEY CONTROL
 EJ2003
 EJ2003  NAD 83(1997)-  34 19 33.17171(N)    093 32 26.39725(W) AD(       ) 3
 EJ2003  NAD 83(1986)-  34 19 33.17232(N)    093 32 26.39503(W) AD(       ) 3
 EJ2003  NAD 27      -  34 19 32.81990(N)    093 32 25.71640(W) AD(       ) 3
 EJ2003  NGVD 29 (07/19/86)  198.8    (m)          652.     (f) VERT ANG       
 EJ2003
 EJ2003.Superseded values are not recommended for survey control.
 EJ2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2003.See file dsdata.txt to determine how the superseded data were derived.
 EJ2003
 EJ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5026298422(NAD 83)
 EJ2003_MARKER: DS = TRIANGULATION STATION DISK
 EJ2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2003
 EJ2003  HISTORY     - Date     Condition        Report By
 EJ2003  HISTORY     - 1957     MONUMENTED       CGS
 EJ2003  HISTORY     - 1961     GOOD             CGS
 EJ2003
 EJ2003                          STATION DESCRIPTION
 EJ2003
 EJ2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2003'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF GLENWOOD,
 EJ2003'71 FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE, 17 FEET
 EJ2003'SOUTH OF A WIRE FENCE AND 9 FEET SOUTH OF A 10-INCH PINE TREE.
 EJ2003'THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND
 EJ2003'AND IS STAMPED GLENWOOD 1957.
 EJ2003'
 EJ2003'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 EJ2003'AND 30 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS
 EJ2003'5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GLENWOOD
 EJ2003'NO 1 1957.
 EJ2003'
 EJ2003'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL,
 EJ2003'27 FEET SOUTHEAST OF A 10-INCH PINE TREE, 25 FEET SOUTH OF
 EJ2003'A WIRE FENCE AND 9 FEET SOUTHWEST OF A 8-INCH PINE TREE.
 EJ2003'THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND
 EJ2003'AND IS STAMPED GLENWOOD NO 2 1957.
 EJ2003'
 EJ2003'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 EJ2003'IN THE SOUTH HEAD WALL OF A RAILROAD TRESTLE, 120 FEET NORTHWEST
 EJ2003'OF THE CENTER OF STATE HIGHWAY NO. 8 AND 6 FEET EAST OF THE
 EJ2003'EAST RAIL OF A RAILROAD TRACK.  THE MARK IS STAMPED GLENWOOD
 EJ2003'1957.
 EJ2003'
 EJ2003'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD, GO
 EJ2003'NORTHEAST ON U.S. HIGHWAY NO. 70 FOR 0.55 MILE TO A CONCRETE
 EJ2003'DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO SOUTH UP A STEEP
 EJ2003'GRADE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 EJ2003'
 EJ2003'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN GLENWOOD,
 EJ2003'GO SOUTH-SOUTHEAST ON STATE HIGHWAY NO. 8 FOR 0.6 MILE TO
 EJ2003'THE CADDO RIVER BRIDGE, CONTINUE ACROSS BRIDGE FOR 0.1 MILE
 EJ2003'TO RAILROAD TRESTLE AND THE AZIMUTH MARK AS DESCRIBED.
 EJ2003'
 EJ2003'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 EJ2003
 EJ2003                          STATION RECOVERY (1961)
 EJ2003
 EJ2003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2003'STATION RECOVERED AS DESCRIBED AND THE ORIGINAL DESCRIPTION
 EJ2003'TO REACH THE STATION FROM THE GLENWOOD POST OFFICE IS ADEQUATE.
 EJ2003'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE, AT INTERSECTION
 EJ2003'OF SOUTH THIRD STREET AND BROADWAY, GO SOUTHEAST ON SOUTH
 EJ2003'THIRD STREET (OLD STATE HIGHWAY 8) FOR 0.6 MILE TO THE OLD
 EJ2003'CADDO RIVER BRIDGE, CONTINUE ACROSS BRIDGE FOR 0.1 MILE
 EJ2003'TO THE RAILROAD TRESTLE AND MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2004 ***********************************************************************
 EJ2004  DESIGNATION -  GLENWOOD MUNICIPAL TANK
 EJ2004  PID         -  EJ2004
 EJ2004  STATE/COUNTY-  AR/PIKE
 EJ2004  USGS QUAD   -  GLENWOOD (1979)
 EJ2004
 EJ2004                         *CURRENT SURVEY CONTROL
 EJ2004  ___________________________________________________________________
 EJ2004* NAD 83(1997)-  34 19 41.62676(N)    093 33 04.26245(W)     ADJUSTED  
 EJ2004* NAVD 88     -                                                        
 EJ2004  ___________________________________________________________________
 EJ2004  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 EJ2004  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EJ2004
 EJ2004  HORZ ORDER  -  THIRD
 EJ2004
 EJ2004.The horizontal coordinates were established by classical geodetic methods
 EJ2004.and adjusted by the National Geodetic Survey in September 1999..
 EJ2004
 EJ2004
 EJ2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2004
 EJ2004.The geoid height was determined by GEOID03.
 EJ2004
 EJ2004;                    North         East     Units Scale Factor Converg.
 EJ2004;SPC AR S     -   585,370.399   257,262.967   MT  0.99993157   -0 52 05.5
 EJ2004;SPC AR S     - 1,920,502.72    844,036.92   sFT  0.99993157   -0 52 05.5
 EJ2004;UTM  15      - 3,798,687.944   449,295.675   MT  0.99963169   -0 18 39.0
 EJ2004
 EJ2004                          SUPERSEDED SURVEY CONTROL
 EJ2004
 EJ2004  NAD 83(1997)-  34 19 41.63536(N)    093 33 04.25627(W) AD(       ) 4
 EJ2004  NAD 83(1986)-  34 19 41.63650(N)    093 33 04.25472(W) AD(       ) 4
 EJ2004  NAD 27      -  34 19 41.28500(N)    093 33 03.57300(W) AD(       ) 3
 EJ2004
 EJ2004.Superseded values are not recommended for survey control.
 EJ2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2004.See file dsdata.txt to determine how the superseded data were derived.
 EJ2004
 EJ2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4929698688(NAD 83)
 EJ2004_MARKER: 51 = TANK
 EJ2004
 EJ2004  HISTORY     - Date     Condition        Report By
 EJ2004  HISTORY     - 1957     FIRST OBSERVED   CGS
 EJ2004  HISTORY     - 20041006 GOOD             GEOCAC
 EJ2004
 EJ2004                          STATION DESCRIPTION
 EJ2004
 EJ2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2004'THE STATION IS IN THE WEST CENTRAL EDGE OF GLENWOOD.  A
 EJ2004'4-LEGGED STEEL STRUCTURE SUPPORTS THE TANK PROPER.  IT IS
 EJ2004'PAINTED SILVER COLOR AND HAS AN OVER-ALL HEIGHT OF 130 FEET.
 EJ2004'THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 EJ2004'
 EJ2004'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EJ2004'HIGHWAY 8 IN THE CENTER OF GLENWOOD GO WEST FOR 0.15 MILE
 EJ2004'TO THE STATION ON THE LEFT.
 EJ2004
 EJ2004                          STATION RECOVERY (2004)
 EJ2004
 EJ2004'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 EJ2004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1883 ***********************************************************************
 FG1883  DESIGNATION -  GOAT
 FG1883  PID         -  FG1883
 FG1883  STATE/COUNTY-  AR/LOGAN
 FG1883  USGS QUAD   -  MAGAZINE MOUNTAIN NE (1966)
 FG1883
 FG1883                         *CURRENT SURVEY CONTROL
 FG1883  ___________________________________________________________________
 FG1883* NAD 83(1997)-  35 08 54.04474(N)    093 33 17.12793(W)     ADJUSTED  
 FG1883* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 FG1883  ___________________________________________________________________
 FG1883  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FG1883  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FG1883
 FG1883  HORZ ORDER  -  FIRST
 FG1883
 FG1883.The horizontal coordinates were established by classical geodetic methods
 FG1883.and adjusted by the National Geodetic Survey in September 1999..
 FG1883
 FG1883.The orthometric height was scaled from a topographic map.
 FG1883
 FG1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1883
 FG1883.The geoid height was determined by GEOID03.
 FG1883
 FG1883;                    North         East     Units Scale Factor Converg.
 FG1883;SPC AR N     -    91,537.239   258,336.527   MT  0.99996469   -0 54 17.0
 FG1883;SPC AR N     -   300,318.42    847,559.09   sFT  0.99996469   -0 54 17.0
 FG1883;UTM  15      - 3,889,635.082   449,468.700   MT  0.99963147   -0 19 09.8
 FG1883
 FG1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1883!SPC AR N     -   0.99993841  x   0.99996469  =   0.99990311
 FG1883!UTM  15      -   0.99993841  x   0.99963147  =   0.99956991
 FG1883
 FG1883:                Primary Azimuth Mark                     Grid Az
 FG1883:SPC AR N     -  BELL                                     115 08 45.4
 FG1883:UTM  15      -  BELL                                     114 33 38.2
 FG1883
 FG1883|---------------------------------------------------------------------|
 FG1883| PID    Reference Object                     Distance      Geod. Az  |
 FG1883|                                                           dddmmss.s |
 FG1883| FG1852 BELL                                APPROX.10.4 KM 1141428.4 |
 FG1883| CI1027 GOAT AZ MK                                         1522245.4 |
 FG1883| CI1028 GOAT RM 1                            28.254 METERS 16133     |
 FG1883| CI1029 GOAT RM 2                            27.263 METERS 26330     |
 FG1883|---------------------------------------------------------------------|
 FG1883
 FG1883                          SUPERSEDED SURVEY CONTROL
 FG1883
 FG1883  NAD 83(1997)-  35 08 54.05583(N)    093 33 17.12483(W) AD(       ) 1
 FG1883  NAD 83(1986)-  35 08 54.05478(N)    093 33 17.12271(W) AD(       ) 1
 FG1883  NAD 27      -  35 08 53.73000(N)    093 33 16.43800(W) AD(       ) 1
 FG1883
 FG1883.Superseded values are not recommended for survey control.
 FG1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1883.See file dsdata.txt to determine how the superseded data were derived.
 FG1883
 FG1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4946989635(NAD 83)
 FG1883_MARKER: DS = TRIANGULATION STATION DISK
 FG1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1883
 FG1883  HISTORY     - Date     Condition        Report By
 FG1883  HISTORY     - 1940     MONUMENTED       CGS
 FG1883  HISTORY     - 1959     GOOD             CGS
 FG1883
 FG1883                          STATION DESCRIPTION
 FG1883
 FG1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1883'STATION IS LOCATED ABOUT 3 MILES NW OF HAVANA, 7.0 MILES WNW
 FG1883'OF BELLVILLE ON THE SE EDGE OF MAGAZINE MOUNTAIN NEAR A VERTICAL
 FG1883'CLIFF KNOWN LOCALLY AS GOAT BLUFF.
 FG1883'
 FG1883'SURFACE, UNDERGROUND, REFERENCE MARK NO.2, AND AZIMUTH MARK ARE
 FG1883'STANDARD DISKS SET IN CONCRETE.
 FG1883'
 FG1883'STATION MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS
 FG1883'STAMPED GOAT 1940.  IT IS 5.0 FEET N OF A WHITE REFERENCE POST,
 FG1883'36.0 FEET ESE OF AN 18-INCH OAK TREE, AND 126.0 FEET N OF EDGE
 FG1883'OF CLIFF.
 FG1883'
 FG1883'REFERENCE MARK NO.1 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 FG1883'IN OUTCROPPING BEDROCK AND IS STAMPED GOAT NO.1 1940.  IT IS
 FG1883'ABOUT 10 FEET LOWER THAN THE STATION, AND 34 FEET N OF THE EDGE
 FG1883'OF CLIFF.
 FG1883'
 FG1883'REFERENCE MARK NO.2 IS STAMPED GOAT NO.2 1940 AND PROJECTS ABOUT 4
 FG1883'INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 FG1883'STATION, AND 67 FEET SW OF AN 18-INCH OAK TREE WITH TRIANGLE
 FG1883'BLAZE.
 FG1883'
 FG1883'AZIMUTH MARK, STAMPED GOAT 1940 PROJECTS ABOUT 6 INCHES ABOVE
 FG1883'THE GROUND.  IT IS 5.3 FEET N OF A WHITE REFERENCE POST, AND
 FG1883'31.0 FEET W OF THE CENTER LINE OF THE MAGAZINE MOUNTAIN ROAD.
 FG1883'
 FG1883'AZIMUTH MARK IS REACHED AS FOLLOWS- FROM THE RAILROAD DEPOT IN
 FG1883'HAVANA GO N AND NW ON THE MAGAZINE MOUNTAIN ROAD 2.4 MILES TO
 FG1883'AZIMUTH MARK ON THE LEFT (W).
 FG1883'
 FG1883'STATION IS REACHED AS FOLLOWS- FROM THE RAILROAD DEPOT IN HAVANA
 FG1883'GO N AND NW ON THE MAGAZINE MOUNTAIN ROAD 5.55 MILES TO A
 FG1883'WELL-TRAVELED ROAD LEADING SHARP RIGHT AT OAK TREE WITH TRIANGLE
 FG1883'BLAZE.  MAKE SHARP RIGHT TURN AND FOLLOW MAIN ROAD EASTERLY 1.6
 FG1883'MILES.  TURN SHARP RIGHT AND FOLLOW DIM WOODS ROAD S 0.55 MILE TO
 FG1883'OAK TREE ON THE LEFT WITH TRIANGLE BLAZE.  BEAR LEFT AND GO
 FG1883'ACROSS COUNTRY 0.1 MILE TO SOUTHERNMOST POINT AND STATION.
 FG1883'
 FG1883'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1883
 FG1883                          STATION RECOVERY (1959)
 FG1883
 FG1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1883'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 FG1883'FOUND IN GOOD CONDITION.  ACCORDING TO THE COUNTY HIGHWAY
 FG1883'MAP AND THE TRIANGULATION DIAGRAM THIS STATION APPEARS TO BE IN
 FG1883'LOGAN COUNTY INSTEAD OF YELL COUNTY.
 FG1883'
 FG1883'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND.
 FG1883'THIS MARK IS PROBABLY STILL IN PLACE.
 FG1883'
 FG1883'THE STATION MARK IS ABOUT 15 FEET SOUTHEAST OF AN OLD ROCK
 FG1883'FIREPLACE.  R.M. NO. 1 IS IN THE ROCK LEDGE ABOUT 5 FEET SOUTHEAST
 FG1883'OF A 7-INCH OAK TREE.  R.M. NO. 2 IS WEST OF THE STATION AND IS
 FG1883'ABOUT THE SAME ELEVATION.
 FG1883'
 FG1883'TO REACH THE STATION FROM HAVANA, GO NORTHERLY ON THE
 FG1883'MAGAZINE MOUNTAIN ROAD FOR 5.75 MILES TO A SIDE ROAD RIGHT,
 FG1883'TURN SHARP RIGHT AND GO 1.65 MILES TO A SIDE ROAD RIGHT, TURN
 FG1883'RIGHT AND FOLLOW MAIN TRACK ROAD FOR 0.4 MILE TO FORKS (RIGHT
 FG1883'FORK LEADS UPHILL TO A ROCK HOUSE), TAKE LEFT FORK AND GO
 FG1883'SOUTHEAST AND SOUTH FOR 0.2 MILE TO DIM FORKS, TAKE LEFT FORK
 FG1883'AND GO SOUTH AND WEST FOR 0.15 MILE TO THE STATION ON THE
 FG1883'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0822 ***********************************************************************
 GF0822  DESIGNATION -  GOBBLER
 GF0822  PID         -  GF0822
 GF0822  STATE/COUNTY-  AR/CARROLL
 GF0822  USGS QUAD   -  OSAGE (1968)
 GF0822
 GF0822                         *CURRENT SURVEY CONTROL
 GF0822  ___________________________________________________________________
 GF0822* NAD 83(1997)-  36 11 18.30426(N)    093 27 22.03251(W)     ADJUSTED  
 GF0822* NAVD 88     -       505.0    (meters)    1657.     (feet)  VERTCON   
 GF0822  ___________________________________________________________________
 GF0822  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 GF0822  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GF0822
 GF0822  HORZ ORDER  -  SECOND
 GF0822
 GF0822.The horizontal coordinates were established by classical geodetic methods
 GF0822.and adjusted by the National Geodetic Survey in September 1999..
 GF0822
 GF0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0822
 GF0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0822
 GF0822.The geoid height was determined by GEOID03.
 GF0822
 GF0822;                    North         East     Units Scale Factor Converg.
 GF0822;SPC AR N     -   206,780.507   269,029.750   MT  0.99999143   -0 50 50.3
 GF0822;SPC AR N     -   678,412.38    882,641.77   sFT  0.99999143   -0 50 50.3
 GF0822;UTM  15      - 4,004,943.462   458,988.855   MT  0.99962072   -0 16 09.5
 GF0822
 GF0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0822!SPC AR N     -   0.99992514  x   0.99999143  =   0.99991657
 GF0822!UTM  15      -   0.99992514  x   0.99962072  =   0.99954589
 GF0822
 GF0822:                Primary Azimuth Mark                     Grid Az
 GF0822:SPC AR N     -  GOBBLER AZ MK                            034 41 34.2
 GF0822:UTM  15      -  GOBBLER AZ MK                            034 06 53.4
 GF0822
 GF0822|---------------------------------------------------------------------|
 GF0822| PID    Reference Object                     Distance      Geod. Az  |
 GF0822|                                                           dddmmss.s |
 GF0822| CI1034 GOBBLER AZ MK                                      0335043.9 |
 GF0822| GF0823 GOBBLER RM 1                         10.154 METERS 22629     |
 GF0822| CI1035 GOBBLER RM 2                         20.279 METERS 29923     |
 GF0822|---------------------------------------------------------------------|
 GF0822
 GF0822                          SUPERSEDED SURVEY CONTROL
 GF0822
 GF0822  NAD 83(1997)-  36 11 18.31532(N)    093 27 22.03248(W) AD(       ) 2
 GF0822  NAD 83(1986)-  36 11 18.31500(N)    093 27 22.03408(W) AD(       ) 2
 GF0822  NAD 27      -  36 11 18.05409(N)    093 27 21.36112(W) AD(       ) 2
 GF0822  NGVD 29 (07/19/86)  504.9    (m)         1656.     (f) VERT ANG       
 GF0822
 GF0822.Superseded values are not recommended for survey control.
 GF0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0822.See file dsdata.txt to determine how the superseded data were derived.
 GF0822
 GF0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5898904943(NAD 83)
 GF0822_MARKER: DS = TRIANGULATION STATION DISK
 GF0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0822
 GF0822  HISTORY     - Date     Condition        Report By
 GF0822  HISTORY     - 1971     MONUMENTED       NGS
 GF0822
 GF0822                          STATION DESCRIPTION
 GF0822
 GF0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0822'THE STATION IS ABOUT 12 MILES SOUTH AND 7 MILES EAST OF BERRYVILLE,
 GF0822'7-1/2 MILES SOUTH AND 8-1/2 MILES WEST OF ALPENA, 3 MILES WEST OF
 GF0822'OSAGE, IN THE SOUTHWEST 1/4 OF SECTION 29, R 23 W., T 18 N AND ON
 GF0822'RIGHT-OF-WAY PROPERTY OWNED BY THE ARKANSAS STATE HIGHWAY
 GF0822'DEPARTMENT.
 GF0822'
 GF0822'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE IN OSAGE,
 GF0822'GO NORTHERLY ON PAVED ROAD FOR 0.35 MILE TO THE INTERSECTION OF
 GF0822'STATE HIGHWAY 68.  TURN LEFT AND GO WESTERLY ON STATE HIGHWAY 68 FOR
 GF0822'3.05 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE AHEAD WESTERLY
 GF0822'ON STATE HIGHWAY 68 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY
 GF0822'103 ON RIGHT AND STATION ON LEFT AS DESCRIBED.
 GF0822'
 GF0822'STATION MARKS ARE STANDARD DISKS STAMPED GOBBLER 1971.  THE SURFACE
 GF0822'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GF0822'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 85 FEET SOUTH OF THE
 GF0822'JUNCTION OF STATE HIGHWAYS 68 AND 103, 49 FEET NORTHWEST OF THE
 GF0822'NORTH CORNER OF A HOUSE, 39 FEET SOUTHWEST OF CENTER OF DRIVEWAY AND
 GF0822'28 FEET SOUTHEAST OF CENTER OF THE STATE HIGHWAY 68.  THE UNDERGROUND
 GF0822'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 34 INCHES
 GF0822'BELOW THE GROUND SURFACE.
 GF0822'
 GF0822'REFERENCE MARK 1, A STANDARD DISK STAMPED GOBBLER NO 1 1971, IS SET
 GF0822'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GF0822'FLUSH WITH THE GROUND SURFACE.  IT IS 117 FEET SOUTHWEST OF THE
 GF0822'JUNCTION OF STATE HIGHWAYS 68 AND 103, 59 FEET SOUTHEAST OF THE
 GF0822'CENTER OF STATE HIGHWAY 68 AND 28 FEET EAST OF THE NORTH CORNER OF
 GF0822'THE HOUSE.  THE MARK IS ABOUT THE SAME ELEVATION AS THE
 GF0822'STATION MARK.
 GF0822'
 GF0822'REFERENCE MARK 2, A STANDARD DISK STAMPED GOBBLER NO 2 1971, IS
 GF0822'CEMENTED IN A DRILL HOLE IN THE SOUTH CORNER OF A CONCRETE HEADWALL
 GF0822'OF CULVERT THAT IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE ROAD
 GF0822'SURFACE.  IT IS 102 FEET SOUTH-SOUTHWEST OF THE JUNCTION OF STATE
 GF0822'HIGHWAYS 68 AND 103, 36 FEET NORTHWEST OF THE CENTER OF STATE
 GF0822'HIGHWAY 68 AND IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION
 GF0822'MARK.
 GF0822'
 GF0822'AZIMUTH MARK, A STANDARD DISK STAMPED GOBBLER 1971, IS SET IN THE
 GF0822'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 GF0822'WITH THE GROUND SURFACE.  THE MARK IS 60 FEET NORTHEAST OF A 12-INCH
 GF0822'PINE TREE, 41 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 68, 2.6
 GF0822'FEET SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A
 GF0822'WIRE FENCE.
 GF0822'
 GF0822'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0823 ***********************************************************************
 GF0823  DESIGNATION -  GOBBLER RM 1
 GF0823  PID         -  GF0823
 GF0823  STATE/COUNTY-  AR/CARROLL
 GF0823  USGS QUAD   -  OSAGE (1968)
 GF0823
 GF0823                         *CURRENT SURVEY CONTROL
 GF0823  ___________________________________________________________________
 GF0823* NAD 83(1997)-  36 11 18.07740(N)    093 27 22.32719(W)     ADJUSTED  
 GF0823* NAVD 88     -       505.2    (meters)    1657.     (feet)  VERTCON   
 GF0823  ___________________________________________________________________
 GF0823  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 GF0823  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GF0823
 GF0823  HORZ ORDER  -  SECOND
 GF0823
 GF0823.The horizontal coordinates were established by classical geodetic methods
 GF0823.and adjusted by the National Geodetic Survey in September 1999..
 GF0823
 GF0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0823
 GF0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0823
 GF0823.The geoid height was determined by GEOID03.
 GF0823
 GF0823;                    North         East     Units Scale Factor Converg.
 GF0823;SPC AR N     -   206,773.624   269,022.285   MT  0.99999142   -0 50 50.5
 GF0823;SPC AR N     -   678,389.80    882,617.28   sFT  0.99999142   -0 50 50.5
 GF0823;UTM  15      - 4,004,936.506   458,981.462   MT  0.99962073   -0 16 09.7
 GF0823
 GF0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0823!SPC AR N     -   0.99992511  x   0.99999142  =   0.99991653
 GF0823!UTM  15      -   0.99992511  x   0.99962073  =   0.99954587
 GF0823
 GF0823|---------------------------------------------------------------------|
 GF0823| PID    Reference Object                     Distance      Geod. Az  |
 GF0823|                                                           dddmmss.s |
 GF0823| GF0822 GOBBLER                              10.154 METERS 04629     |
 GF0823| GF0821 RUDD RESET                          APPROX. 4.8 KM 3531159.1 |
 GF0823|---------------------------------------------------------------------|
 GF0823
 GF0823                          SUPERSEDED SURVEY CONTROL
 GF0823
 GF0823  NAD 83(1997)-  36 11 18.08847(N)    093 27 22.32716(W) AD(       ) 2
 GF0823  NAD 83(1986)-  36 11 18.08812(N)    093 27 22.32880(W) AD(       ) 2
 GF0823  NAD 27      -  36 11 17.82723(N)    093 27 21.65581(W) AD(       ) 2
 GF0823  NGVD 29 (07/19/86)  505.1    (m)         1657.     (f) VERT ANG       
 GF0823
 GF0823.Superseded values are not recommended for survey control.
 GF0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0823.See file dsdata.txt to determine how the superseded data were derived.
 GF0823
 GF0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5898104937(NAD 83)
 GF0823_MARKER: DS = TRIANGULATION STATION DISK
 GF0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0823+STABILITY: SURFACE MOTION
 GF0823
 GF0823  HISTORY     - Date     Condition        Report By
 GF0823  HISTORY     - 1971     MONUMENTED       NGS
 GF0823
 GF0823                          STATION DESCRIPTION
 GF0823
 GF0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0823'REFERENCE MARK 1, A STANDARD DISK STAMPED GOBBLER NO 1 1971, IS SET
 GF0823'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GF0823'FLUSH WITH THE GROUND SURFACE.  IT IS 117 FEET SOUTHWEST OF THE
 GF0823'JUNCTION OF STATE HIGHWAYS 68 AND 103, 59 FEET SOUTHEAST OF THE
 GF0823'CENTER OF STATE HIGHWAY 68 AND 28 FEET EAST OF THE NORTH CORNER
 GF0823'OF THE HOUSE.  THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION
 GF0823'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1309 ***********************************************************************
 DL1309  DESIGNATION -  GODFREY
 DL1309  PID         -  DL1309
 DL1309  STATE/COUNTY-  AR/BRADLEY
 DL1309  USGS QUAD   -  MARSDEN (1985)
 DL1309
 DL1309                         *CURRENT SURVEY CONTROL
 DL1309  ___________________________________________________________________
 DL1309* NAD 83(1997)-  33 15 13.53256(N)    092 08 42.79109(W)     ADJUSTED  
 DL1309* NAVD 88     -        31.16   (+/-2cm)     102.2    (feet)  VERTCON   
 DL1309  ___________________________________________________________________
 DL1309  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DL1309  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DL1309
 DL1309  HORZ ORDER  -  SECOND
 DL1309  VERT ORDER  -  THIRD ? (See Below)
 DL1309
 DL1309.The horizontal coordinates were established by classical geodetic methods
 DL1309.and adjusted by the National Geodetic Survey in September 1999..
 DL1309
 DL1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1309.The vertical order pertains to the NGVD 29 superseded value.
 DL1309
 DL1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1309
 DL1309.The geoid height was determined by GEOID03.
 DL1309
 DL1309;                    North         East     Units Scale Factor Converg.
 DL1309;SPC AR S     -   465,126.661   386,467.592   MT  1.00001057   -0 04 52.6
 DL1309;SPC AR S     - 1,526,003.05  1,267,935.76   sFT  1.00001057   -0 04 52.6
 DL1309;UTM  15      - 3,679,744.963   579,621.834   MT  0.99967816   +0 28 07.5
 DL1309
 DL1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1309!SPC AR S     -   0.99999920  x   1.00001057  =   1.00000977
 DL1309!UTM  15      -   0.99999920  x   0.99967816  =   0.99967736
 DL1309
 DL1309|---------------------------------------------------------------------|
 DL1309| PID    Reference Object                     Distance      Geod. Az  |
 DL1309|                                                           dddmmss.s |
 DL1309| CY6115 GODFREY RM 1                         33.501 METERS 03227     |
 DL1309| DK2080 STILLIONS                           APPROX.14.6 KM 0931006.0 |
 DL1309| DL1308 TT 12 LS                             48.268 METERS 22423     |
 DL1309| CY6116 GODFREY RM 2                         29.651 METERS 27436     |
 DL1309|---------------------------------------------------------------------|
 DL1309
 DL1309                          SUPERSEDED SURVEY CONTROL
 DL1309
 DL1309  NAD 83(1986)-  33 15 13.54446(N)    092 08 42.78399(W) AD(       ) 2
 DL1309  NAD 27      -  33 15 13.11200(N)    092 08 42.29200(W) AD(       ) 2
 DL1309  NGVD 29 (07/19/86)   31.22   (m)          102.4    (f) LEVELING    3  
 DL1309
 DL1309.Superseded values are not recommended for survey control.
 DL1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1309.See file dsdata.txt to determine how the superseded data were derived.
 DL1309
 DL1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7962279745(NAD 83)
 DL1309_MARKER: DS = TRIANGULATION STATION DISK
 DL1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1309_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1309
 DL1309  HISTORY     - Date     Condition        Report By
 DL1309  HISTORY     - 1952     MONUMENTED       CGS
 DL1309  HISTORY     - 1964     GOOD             CGS
 DL1309  HISTORY     - 1973     GOOD             TSI
 DL1309
 DL1309                          STATION DESCRIPTION
 DL1309
 DL1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1309'THE STATION IS ABOUT 14 MILES SOUTH OF HERMITAGE, 13 MILES
 DL1309'NORTHWEST OF CROSSETT, 4 MILES NORTHEAST OF THE OUACHITA RIVER,
 DL1309'3 MILES NORTHWEST OF THE SALINE RIVER, IN SECTION 9, R 10 W,
 DL1309'T 16 S, ON LAND OWNED BY GARLAND D. GODFREY, APPROXIMATELY
 DL1309'100 YARDS SOUTHEAST OF THE GODFREY FARM HOUSE, 76 FEET WEST
 DL1309'OF THE CENTER OF A GRAVELED ROAD, AND 44 FEET SOUTHEAST OF
 DL1309'A 24-INCH TRIANGLE-BLAZED OAK TREE.
 DL1309'
 DL1309'TO REACH THE STATION FROM THE HERMITAGE POST OFFICE, GO
 DL1309'SOUTH ON STATE ROAD 15 FOR 0.1 MILE TO A FORK, BEAR LEFT,
 DL1309'LEAVING STATE ROAD 15, AND FOLLOW THE MAIN GRAVELED ROAD SOUTH
 DL1309'FOR 2.0 MILES TO A FORK, BEAR RIGHT AND CONTINUE SOUTH FOR
 DL1309'2.9 MILES TO A SIDE ROAD RIGHT AT THE SMALL VILLAGE OF INGALLS,
 DL1309'CONTINUE STRAIGHT AHEAD ON THE MAIN GRAVELED ROAD FOR 3.9
 DL1309'MILES TO A FORK AND A SIGN (VICK 3.3, INGALLS 2.8), BEAR
 DL1309'RIGHT AND CONTINUE SOUTH ON THE MAIN GRAVELED ROAD FOR 5.3
 DL1309'MILES TO THE STATION ON THE RIGHT.
 DL1309'
 DL1309'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 DL1309'STAMPED GODFREY 1952.
 DL1309'
 DL1309'REFERENCE MARK 1 IS 38 FEET WEST OF THE CENTER OF A GRAVELED
 DL1309'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1309'GODFREY NO 1 1952.
 DL1309'
 DL1309'REFERENCE MARK 2 IS 26 FEET SOUTHEAST OF A 24-INCH OAK TREE.
 DL1309'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DL1309'GODFREY NO 2 1952.
 DL1309'
 DL1309'TT 12 LS IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF
 DL1309'AN 8 X 8 INCH CONCRETE POST.  IT IS 82 FEET NORTH OF THE
 DL1309'NORTHEAST CORNER OF A SCHOOLHOUSE AND 17 FEET SOUTHEAST OF
 DL1309'AN 18-INCH TRIANGLE-BLAZED OAK TREE.  THE MARK PROJECTS 3
 DL1309'INCHES AND THE DISK IS STAMPED 1933 103 TT STA 12 LS.
 DL1309'
 DL1309'THERE WAS NO PLACE VISIBLE FROM THE GROUND AT WHICH AN AZIMUTH
 DL1309'MARK COULD BE SET.
 DL1309'
 DL1309'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1309
 DL1309                          STATION RECOVERY (1964)
 DL1309
 DL1309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1309'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1309'CONDITION.  THE STATION MARK AND R.M. NO. 2 WERE FOUND TO BE
 DL1309'FLUSH WITH THE SURFACE OF THE GROUND.
 DL1309'
 DL1309'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1309'FOR RECOVERY.
 DL1309
 DL1309                          STATION RECOVERY (1973)
 DL1309
 DL1309'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1973 (GWS)
 DL1309'R.M. 1 1952 - GOOD
 DL1309'
 DL1309'R.M. 2 1952 - GOOD
 DL1309'
 DL1309'TRIANGULATION GODFREY - GOOD
 DL1309'
 DL1309'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1910 ***********************************************************************
 FF1910  DESIGNATION -  GOLDEN
 FF1910  PID         -  FF1910
 FF1910  STATE/COUNTY-  AR/MISSISSIPPI
 FF1910  USGS QUAD   -  WILSON (1983)
 FF1910
 FF1910                         *CURRENT SURVEY CONTROL
 FF1910  ___________________________________________________________________
 FF1910* NAD 83(1997)-  35 33 02.79500(N)    090 02 39.35343(W)     ADJUSTED  
 FF1910* NAVD 88     -        77.6    (meters)     255.     (feet)  VERTCON   
 FF1910  ___________________________________________________________________
 FF1910  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 FF1910  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF1910
 FF1910  HORZ ORDER  -  FIRST
 FF1910
 FF1910.The horizontal coordinates were established by classical geodetic methods
 FF1910.and adjusted by the National Geodetic Survey in September 1999..
 FF1910
 FF1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1910
 FF1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1910
 FF1910.The geoid height was determined by GEOID03.
 FF1910
 FF1910;                    North         East     Units Scale Factor Converg.
 FF1910;SPC AR N     -   136,825.790   577,307.933   MT  0.99993610   +1 08 16.9
 FF1910;SPC AR N     -   448,902.61  1,894,051.11   sFT  0.99993610   +1 08 16.9
 FF1910;SPC TN       -   142,649.703   233,416.193   MT  0.99996056   -2 22 03.6
 FF1910;SPC TN       -   468,009.90    765,799.63   sFT  0.99996056   -2 22 03.6
 FF1910;UTM  15      - 3,938,145.178   767,934.788   MT  1.00048476   +1 43 10.4
 FF1910;UTM  16      - 3,938,389.790   224,037.646   MT  1.00053858   -1 46 16.1
 FF1910
 FF1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1910!SPC AR N     -   0.99999215  x   0.99993610  =   0.99992825
 FF1910!SPC TN       -   0.99999215  x   0.99996056  =   0.99995271
 FF1910!UTM  15      -   0.99999215  x   1.00048476  =   1.00047690
 FF1910!UTM  16      -   0.99999215  x   1.00053858  =   1.00053072
 FF1910
 FF1910:                Primary Azimuth Mark                     Grid Az
 FF1910:SPC AR N     -  WILSON CRAIN COTTON GIN TANK             014 59 13.0
 FF1910:SPC TN       -  WILSON CRAIN COTTON GIN TANK             018 29 33.5
 FF1910:UTM  15      -  WILSON CRAIN COTTON GIN TANK             014 24 19.5
 FF1910:UTM  16      -  WILSON CRAIN COTTON GIN TANK             017 53 46.0
 FF1910
 FF1910|---------------------------------------------------------------------|
 FF1910| PID    Reference Object                     Distance      Geod. Az  |
 FF1910|                                                           dddmmss.s |
 FF1910| FF1906 WILSON CRAIN COTTON GIN TANK        APPROX. 3.6 KM 0160729.9 |
 FF1910| FF1909 WILSON MUNICIPAL TANK               APPROX. 1.6 KM 0255712.7 |
 FF1910| FF1911 GOLDEN AZ MK                        APPROX. 1.0 KM 0483333.0 |
 FF1910| CI3704 GOLDEN RM 1                          26.388 METERS 06138     |
 FF1910| CI3705 GOLDEN RM 2                          26.411 METERS 19701     |
 FF1910| FF1916 JOINER MUNICIPAL TANK               APPROX.10.5 KM 2433049.4 |
 FF1910| FF1915 BASSETT MUNICIPAL TANK              APPROX. 7.7 KM 2585915.6 |
 FF1910| FF1905 EVADALE WILSON COMP STORAGE TK      APPROX. 4.5 KM 2703657.1 |
 FF1910|---------------------------------------------------------------------|
 FF1910
 FF1910                          SUPERSEDED SURVEY CONTROL
 FF1910
 FF1910  NAD 83(1997)-  35 33 02.79527(N)    090 02 39.35318(W) AD(       ) 1
 FF1910  NAD 83(1986)-  35 33 02.80568(N)    090 02 39.35151(W) AD(       ) 1
 FF1910  NAD 27      -  35 33 02.51462(N)    090 02 39.02850(W) AD(       ) 1
 FF1910  NGVD 29 (07/19/86)   77.6    (m)          255.     (f) VERT ANG       
 FF1910
 FF1910.Superseded values are not recommended for survey control.
 FF1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1910.See file dsdata.txt to determine how the superseded data were derived.
 FF1910
 FF1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6793538145(NAD 83)
 FF1910_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1910+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 FF1910
 FF1910  HISTORY     - Date     Condition        Report By
 FF1910  HISTORY     - 1979     MONUMENTED       NGS
 FF1910  HISTORY     - 20020726 GOOD             USACE
 FF1910
 FF1910                          STATION DESCRIPTION
 FF1910
 FF1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1910'THE STATION IS LOCATED ABOUT 1.6 KILOMETERS (1 MI.) EAST OF
 FF1910'WILSON AND IS ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.
 FF1910'PERMISSION WAS OBTAINED FROM CHIEF ENGINEER, MR. B.B. FAIR,
 FF1910'ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS, ARKANSAS.
 FF1910'ZIP 72301.  TELEPHONE 501-735-1062.
 FF1910'
 FF1910'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO EAST ON
 FF1910'A PAVED ROAD FOR 0.1 MILE (0.16 KM.) TO U.S. HIGHWAY 61.  TURN
 FF1910'LEFT AND GO NORTH ON U.S. HIGHWAY 61 FOR 0.15 MILE (0.24 KM.)
 FF1910'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR
 FF1910'0.85 MILE (1.37 KM.) TO THE TOP OF A LEVEE AND A LOCKED GATE ON
 FF1910'RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, PASS
 FF1910'THROUGH THE GATE AND GO SOUTH ATOP THE LEVEE FOR 0.65 MILE
 FF1910'(1.05 KM.) TO A CURVE AND THE STATION ON THE RIGHT.
 FF1910'
 FF1910'THE STATION IS A STANDARD NGS DISK
 FF1910'STAMPED---GOLDEN 1979---,
 FF1910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1910'FLUSH WITH GROUND.  IT IS LOCATED
 FF1910'5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1910'4.1 METERS NORTHWEST FROM A METAL WITNESS POST.
 FF1910'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF1910'STAMPED---GOLDEN 1979---,
 FF1910'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE GROUND.
 FF1910'
 FF1910'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 FF1910'STAMPED---GOLDEN N0 1 1979---,
 FF1910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1910'FLUSH WITH GROUND.  IT IS LOCATED
 FF1910'5.5 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1910'0.4 METERS NORTHEAST FROM A METAL WITNESS POST.
 FF1910'MARK IS BELOW STATION 1 METERS.
 FF1910'
 FF1910'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 FF1910'STAMPED---GOLDEN NO 2 1979---,
 FF1910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1910'FLUSH WITH GROUND.  IT IS LOCATED
 FF1910'7.5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1910'0.4 METERS SOUTH FROM A METAL WITNESS POST.
 FF1910'MARK IS BELOW STATION 1 METERS.
 FF1910'
 FF1910'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 FF1910'STAMPED---GOLDEN 1979---,
 FF1910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1910'FLUSH WITH GROUND.  IT IS LOCATED
 FF1910'4.1 METERS NORTH-NORTHWEST FROM THE CENTER OF A GATE AND
 FF1910'0.7 METERS NORTHWEST FROM A FENCE CORNER.
 FF1910'
 FF1910'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 FF1910
 FF1910                          STATION RECOVERY (2002)
 FF1910
 FF1910'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1911 ***********************************************************************
 FF1911  DESIGNATION -  GOLDEN AZ MK
 FF1911  PID         -  FF1911
 FF1911  STATE/COUNTY-  AR/MISSISSIPPI
 FF1911  USGS QUAD   -  WILSON (1983)
 FF1911
 FF1911                         *CURRENT SURVEY CONTROL
 FF1911  ___________________________________________________________________
 FF1911* NAD 83(1997)-  35 33 24.37991(N)    090 02 09.43392(W)     ADJUSTED  
 FF1911* NAVD 88     -        77.8    (meters)     255.     (feet)  VERTCON   
 FF1911  ___________________________________________________________________
 FF1911  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 FF1911  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF1911
 FF1911  HORZ ORDER  -  SECOND
 FF1911
 FF1911.The horizontal coordinates were established by classical geodetic methods
 FF1911.and adjusted by the National Geodetic Survey in September 1999..
 FF1911
 FF1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1911
 FF1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1911
 FF1911.The geoid height was determined by GEOID03.
 FF1911
 FF1911;                    North         East     Units Scale Factor Converg.
 FF1911;SPC AR N     -   137,505.853   578,048.043   MT  0.99993605   +1 08 34.4
 FF1911;SPC AR N     -   451,133.79  1,896,479.29   sFT  0.99993605   +1 08 34.4
 FF1911;SPC TN       -   143,283.252   234,196.521   MT  0.99996005   -2 21 46.1
 FF1911;SPC TN       -   470,088.47    768,359.75   sFT  0.99996005   -2 21 46.1
 FF1911;UTM  15      - 3,938,833.098   768,668.360   MT  1.00048961   +1 43 28.7
 FF1911;UTM  16      - 3,939,031.796   224,811.782   MT  1.00053332   -1 45 59.6
 FF1911
 FF1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1911!SPC AR N     -   0.99999211  x   0.99993605  =   0.99992816
 FF1911!SPC TN       -   0.99999211  x   0.99996005  =   0.99995216
 FF1911!UTM  15      -   0.99999211  x   1.00048961  =   1.00048172
 FF1911!UTM  16      -   0.99999211  x   1.00053332  =   1.00052543
 FF1911
 FF1911:                Primary Azimuth Mark                     Grid Az
 FF1911:SPC AR N     -  GOLDEN                                   227 25 16.0
 FF1911:SPC TN       -  GOLDEN                                   230 55 36.5
 FF1911:UTM  15      -  GOLDEN                                   226 50 21.7
 FF1911:UTM  16      -  GOLDEN                                   230 19 50.0
 FF1911
 FF1911|---------------------------------------------------------------------|
 FF1911| PID    Reference Object                     Distance      Geod. Az  |
 FF1911|                                                           dddmmss.s |
 FF1911| FF1910 GOLDEN                              APPROX. 1.0 KM 2283350.4 |
 FF1911| FF1909 WILSON MUNICIPAL TANK               APPROX. 0.7 KM 3544330.2 |
 FF1911|---------------------------------------------------------------------|
 FF1911
 FF1911                          SUPERSEDED SURVEY CONTROL
 FF1911
 FF1911  NAD 83(1997)-  35 33 24.38018(N)    090 02 09.43368(W) AD(       ) 2
 FF1911  NAD 83(1986)-  35 33 24.39051(N)    090 02 09.43195(W) AD(       ) 2
 FF1911  NAD 27      -  35 33 24.09990(N)    090 02 09.10967(W) AD(       ) 2
 FF1911  NGVD 29 (07/19/86)   77.8    (m)          255.     (f) VERT ANG       
 FF1911
 FF1911.Superseded values are not recommended for survey control.
 FF1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1911.See file dsdata.txt to determine how the superseded data were derived.
 FF1911
 FF1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6866838833(NAD 83)
 FF1911_MARKER: DZ = AZIMUTH MARK DISK
 FF1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1911_STAMPING: GOLDEN 1979
 FF1911_MARK LOGO: NGS   
 FF1911_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1911+STABILITY: SURFACE MOTION
 FF1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1911+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 FF1911
 FF1911  HISTORY     - Date     Condition        Report By
 FF1911  HISTORY     - 1979     MONUMENTED       NGS
 FF1911  HISTORY     - 20000926 GOOD             USE
 FF1911
 FF1911                          STATION DESCRIPTION
 FF1911
 FF1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1911'THE STATION IS LOCATED ABOUT 1.6 KILOMETERS (1 MI.) EAST OF
 FF1911'WILSON AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.
 FF1911'PERMISSION WAS OBTAINED FROM CHIEF ENGINEER, MR. B.B. FAIR,
 FF1911'ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS, ARKANSAS.
 FF1911'ZIP 72301.  TELEPHONE 501-735-1062.
 FF1911'
 FF1911'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO EAST ON A
 FF1911'PAVED ROAD FOR 0.1 MILE (0.16 KM.) TO U.S. HIGHWAY 61.  TURN LEFT
 FF1911'AND GO NORTH ON U.S. HIGHWAY 61 FOR 0.15 MILE (0.24 KM.) TO A
 FF1911'CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.85 MILE
 FF1911'(1.37 KM.) TO THE TOP OF A LEVEE, A LOCKED GATE AND THE STATION
 FF1911'ON THE RIGHT.
 FF1911'
 FF1911'THE STATION IS A STANDARD NGS AZIMUTH DISK
 FF1911'STAMPED---GOLDEN 1979---,
 FF1911'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1911'FLUSH WITH GROUND.  IT IS LOCATED
 FF1911'4.1 METERS NORTH-NORTHWEST FROM THE CENTER OF A GATE AND
 FF1911'0.7 METER NORTHWEST FROM A FENCE CORNER.
 FF1911'
 FF1911'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET.
 FF1911'
 FF1911'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FF1911
 FF1911                          STATION RECOVERY (2000)
 FF1911
 FF1911'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0938 ***********************************************************************
 EH0938  DESIGNATION -  GOODWIN
 EH0938  PID         -  EH0938
 EH0938  STATE/COUNTY-  AR/ST FRANCIS
 EH0938  USGS QUAD   -  PALESTINE (1984)
 EH0938
 EH0938                         *CURRENT SURVEY CONTROL
 EH0938  ___________________________________________________________________
 EH0938* NAD 83(1997)-  34 56 46.52492(N)    090 59 41.68459(W)     ADJUSTED  
 EH0938* NAVD 88     -        63.725  (meters)     209.07   (feet)  POSTED    
 EH0938  ___________________________________________________________________
 EH0938  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EH0938  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0938  DYNAMIC HT  -          63.670 (meters)     208.89  (feet)  COMP
 EH0938  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 EH0938
 EH0938  HORZ ORDER  -  FIRST
 EH0938  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EH0938
 EH0938.The horizontal coordinates were established by classical geodetic methods
 EH0938.and adjusted by the National Geodetic Survey in September 1999..
 EH0938
 EH0938.The orthometric height was determined by differential leveling
 EH0938.and adjusted by the National Geodetic Survey in 1992..
 EH0938.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EH0938.rate of 3.1 thru 4.0 mm/km.
 EH0938
 EH0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0938
 EH0938.The geoid height was determined by GEOID03.
 EH0938
 EH0938.The dynamic height is computed by dividing the NAVD 88
 EH0938.geopotential number by the normal gravity value computed on the
 EH0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0938.degrees latitude (g = 980.6199 gals.).
 EH0938
 EH0938.The modeled gravity was interpolated from observed gravity values.
 EH0938
 EH0938;                    North         East     Units Scale Factor Converg.
 EH0938;SPC AR N     -    68,467.781   491,810.734   MT  0.99999748   +0 35 05.5
 EH0938;SPC AR N     -   224,631.38  1,613,549.05   sFT  0.99999748   +0 35 05.5
 EH0938;SPC AR S     -   653,298.424   491,815.215   MT  1.00004499   +0 33 45.1
 EH0938;SPC AR S     - 2,143,363.25  1,613,563.75   sFT  1.00004499   +0 33 45.1
 EH0938;UTM  15      - 3,868,918.809   683,100.069   MT  1.00001321   +1 08 55.9
 EH0938
 EH0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0938!SPC AR N     -   0.99999422  x   0.99999748  =   0.99999170
 EH0938!SPC AR S     -   0.99999422  x   1.00004499  =   1.00003921
 EH0938!UTM  15      -   0.99999422  x   1.00001321  =   1.00000743
 EH0938
 EH0938|---------------------------------------------------------------------|
 EH0938| PID    Reference Object                     Distance      Geod. Az  |
 EH0938|                                                           dddmmss.s |
 EH0938| EH0940 GOODWIN RM 1                         21.195 METERS 16010     |
 EH0938|---------------------------------------------------------------------|
 EH0938
 EH0938                          SUPERSEDED SURVEY CONTROL
 EH0938
 EH0938  NAD 83(1997)-  34 56 46.53051(N)    090 59 41.68249(W) AD(       ) 1
 EH0938  NAD 83(1997)-  34 56 46.53228(N)    090 59 41.68239(W) AD(       ) 1
 EH0938  NAD 83(1986)-  34 56 46.53329(N)    090 59 41.68272(W) AD(       ) 1
 EH0938  NAD 27      -  34 56 46.19440(N)    090 59 41.25470(W) AD(       ) 1
 EH0938  NGVD 29 (??/??/??)   63.692  (m)          208.96   (f) ADJUSTED    1 2
 EH0938
 EH0938.Superseded values are not recommended for survey control.
 EH0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0938.See file dsdata.txt to determine how the superseded data were derived.
 EH0938
 EH0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8310068919(NAD 83)
 EH0938_MARKER: DS = TRIANGULATION STATION DISK
 EH0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0938
 EH0938  HISTORY     - Date     Condition        Report By
 EH0938  HISTORY     - 1916     MONUMENTED       CGS
 EH0938  HISTORY     - 1933     POOR             CGS
 EH0938  HISTORY     - 1933     POOR             CGS
 EH0938  HISTORY     - 1935     POOR             CGS
 EH0938  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH0938
 EH0938                          STATION DESCRIPTION
 EH0938
 EH0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH0938'STATION IS ON THE RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND
 EH0938'PACIFIC RAILWAY, ABOUT 1-1/2 MILES E OF GOODWIN RAILWAY
 EH0938'STATION, 6.98 METERS (22.9 FEET) S OF S RAIL OF MAIN TRACK,
 EH0938'70 METERS (230 FEET) E OF PUBLIC ROAD CROSSING, AND 26.9
 EH0938'METERS (88 FEET) SE OF FIFTEENTH TELEGRAPH POLE W OF MILEPOST
 EH0938'57.
 EH0938'
 EH0938'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 EH0938'SET IN CONCRETE.
 EH0938'
 EH0938'A STANDARD REFERENCE DISK CONCRETE, IS 0.5 METER
 EH0938'(1.6 FEET) N OF S FENCE LINE OF RIGHT-OF-WAY, AND 21.195
 EH0938'METERS (69.54 FEET) FROM STATION, S 19 DEG 50 MIN E.
 EH0938'
 EH0938'ELEVATION OF STATION IS 63.692 METERS (208.963 FEET).
 EH0938
 EH0938                          STATION RECOVERY (1933)
 EH0938
 EH0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 EH0938'STATION AND REFERENCE MARKS ARE STAMPED WITH NAME AND DATES
 EH0938'1916-1920.
 EH0938'IN 1933 STATION DISK WAS REPORTED BROKEN OFF, STEM WAS STILL
 EH0938'IN DRILL HOLE.  REFERENCE MARK WAS NOT FOUND WHEN STATION
 EH0938'WAS RECOVERED IN 1930, AND IT HAS BEEN REPORTED DESTROYED.
 EH0938
 EH0938                          STATION RECOVERY (1933)
 EH0938
 EH0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 EH0938'1.5 MI E FROM GOODWIN.
 EH0938'MARK IS AT MILE POLE NO 57/15 POLES.  ABOUT 1.5 MILES EAST ALONG THE
 EH0938'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM THE STATION AT GOODWIN,
 EH0938'85 FEET SOUTHEAST OF THE FIFTEENTH POLE WEST OF MILEPOST 57, ABOUT 210
 EH0938'FEET EAST OF A NORTH-AND-SOUTH ROAD FENCE, AND 23 FEET SOUTH OF THE
 EH0938'SOUTH RAIL OF THE MAIN TRACK. A STANDARD TRIANGULATION-STATION DISK.
 EH0938
 EH0938                          STATION RECOVERY (1935)
 EH0938
 EH0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH0938'STATION RECOVERED AS DESCRIBED.  THE DISK HAD BEEN BROKEN
 EH0938'OFF, LEAVING ONLY THE STEM IN THE STATION MONUMENT.  IT IS
 EH0938'ON THE RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH0938'RAILROAD ABOUT 1-1/2 MILES E OF GOODWIN RAILROAD STATION,
 EH0938'210 FEET E OF N-S ROAD FENCE, 6.915 METERS (22.68 FEET)
 EH0938'S OF S RAIL OF MAIN TRACK, 25.97 METERS (85.30 FEET) SE OF
 EH0938'15TH TELEGRAPH POLE W OF MILEPOST 57.
 EH0938'
 EH0938'REFERENCE MARK NO.1 STAMPED GOODWIN R.M.NO.1 1916, RECOVERED
 EH0938'IN GOOD CONDITION, 0.5 METER (1.6 FEET) N OF S FENCE LINE OF
 EH0938'RIGHT-OF-WAY AND 21.21 METERS (69.58 FEET) FROM STATION,
 EH0938'S 19 DEG 48 MIN 13 SEC E.
 EH0938'
 EH0938'REFERENCE MARK NO.2 IS A STANDARD C. AND G.S. BENCH MARK
 EH0938'DISK IN A 1.3 BY 1.3 FEET CONCRETE PIER JUST N OF S FENCE
 EH0938'LINE OF RAILROAD RIGHT-OF-WAY AND IS STAMPED X 30,1933.  IT
 EH0938'IS 100 FEET E OF E FENCE, BETWEEN A N-S ROAD AND RAILROAD
 EH0938'RIGHT-OF-WAY, AND NE OF A TEXACO FILLING STATION ON S SIDE
 EH0938'OF CONCRETE HIGHWAY, 51.240 METERS (165.10 FEET) FROM STATION,
 EH0938'S 45 DEG 23 MIN 03 SEC W.
 EH0938'
 EH0938'REFERENCE MARK NO.2 IS 46.505 METERS (152.58 FEET) TO REFERENCE
 EH0938'MARK NO.1.
 EH0938
 EH0938                          STATION RECOVERY (1954)
 EH0938
 EH0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH0938'ONLY REFERENCE MARK 2 COULD BE RECOVERED.  THE STATION MARKS
 EH0938'WERE REPORTED DESTROYED BY THE RECONNAISSANCE PARTY IN 1951.
 EH0938'REFERENCE MARK 1 COULD NOT BE FOUND AFTER EXTENSIVE SEARCH.
 EH0938'REFERENCE MARK 2 WAS USED AS A REFERENCE FOR GOODWIN 2, 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1340 ***********************************************************************
 DL1340  DESIGNATION -  GOODWIN
 DL1340  PID         -  DL1340
 DL1340  STATE/COUNTY-  AR/CALHOUN
 DL1340  USGS QUAD   -  SMACKOVER NE (1985)
 DL1340
 DL1340                         *CURRENT SURVEY CONTROL
 DL1340  ___________________________________________________________________
 DL1340* NAD 83(1997)-  33 26 45.45994(N)    092 36 20.08621(W)     ADJUSTED  
 DL1340* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 DL1340  ___________________________________________________________________
 DL1340  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DL1340  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL1340
 DL1340  HORZ ORDER  -  SECOND
 DL1340
 DL1340.The horizontal coordinates were established by classical geodetic methods
 DL1340.and adjusted by the National Geodetic Survey in September 1999..
 DL1340
 DL1340.The orthometric height was scaled from a topographic map.
 DL1340
 DL1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1340
 DL1340.The geoid height was determined by GEOID03.
 DL1340
 DL1340;                    North         East     Units Scale Factor Converg.
 DL1340;SPC AR S     -   486,600.647   343,695.043   MT  0.99997084   -0 20 20.2
 DL1340;SPC AR S     - 1,596,455.62  1,127,606.15   sFT  0.99997084   -0 20 20.2
 DL1340;UTM  15      - 3,700,797.550   536,658.758   MT  0.99961657   +0 13 02.6
 DL1340
 DL1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1340!SPC AR S     -   0.99999894  x   0.99997084  =   0.99996978
 DL1340!UTM  15      -   0.99999894  x   0.99961657  =   0.99961551
 DL1340
 DL1340|---------------------------------------------------------------------|
 DL1340| PID    Reference Object                     Distance      Geod. Az  |
 DL1340|                                                           dddmmss.s |
 DL1340| CY6125 GOODWIN RM 1                         28.344 METERS 04625     |
 DL1340| DL1339 ARTESIAN LOOKOUT TWR 3 6 AFC        APPROX.14.3 KM 0965424.3 |
 DL1340| DL1341 CALION LUMBER CO WATER TANK         APPROX.13.7 KM 1493235.2 |
 DL1340| CY6124 GOODWIN AZ MK                                      2514231.4 |
 DL1340| CY6126 GOODWIN RM 2                         28.130 METERS 27416     |
 DL1340|---------------------------------------------------------------------|
 DL1340
 DL1340                          SUPERSEDED SURVEY CONTROL
 DL1340
 DL1340  NAD 83(1997)-  33 26 45.46961(N)    092 36 20.07907(W) AD(       ) 2
 DL1340  NAD 83(1986)-  33 26 45.47157(N)    092 36 20.07886(W) AD(       ) 2
 DL1340  NAD 27      -  33 26 45.05000(N)    092 36 19.51300(W) AD(       ) 2
 DL1340
 DL1340.Superseded values are not recommended for survey control.
 DL1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1340.See file dsdata.txt to determine how the superseded data were derived.
 DL1340
 DL1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3665900798(NAD 83)
 DL1340_MARKER: DS = TRIANGULATION STATION DISK
 DL1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1340
 DL1340  HISTORY     - Date     Condition        Report By
 DL1340  HISTORY     - 1952     MONUMENTED       CGS
 DL1340  HISTORY     - 1957     GOOD             CGS
 DL1340  HISTORY     - 1964     GOOD             CGS
 DL1340
 DL1340                          STATION DESCRIPTION
 DL1340
 DL1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1340'THE STATION IS ON LAND OWNED BY R.L. GOODWIN, 10.5 MILES
 DL1340'SOUTHWEST OF HAMPTON, 2.5 MILES NORTH OF THE OUACHITA RIVER,
 DL1340'246 FEET WEST OF THE SOUTHWEST CORNER OF THE GOODWINS FARM HOUSE,
 DL1340'67 FEET WEST OF A 60-INCH OAK TREE, 53 FEET NORTHWEST OF
 DL1340'THE CENTER OF A DIRT ROAD AND 38 FEET SOUTHEAST OF A WIRE
 DL1340'FENCE.
 DL1340'
 DL1340'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND
 DL1340'A DIRT ROAD LEADING SOUTHWEST AT THE SOUTHWEST CORNER OF THE
 DL1340'COURTHOUSE IN HAMPTON, GO SOUTHWEST ON THE DIRT ROAD FOR 1.5
 DL1340'MILES TO A Y-JUNCTION, CONTINUE SOUTHWESTERLY ON THE RIGHT
 DL1340'DIRT ROAD FOR 6.6 MILES TO A CEMETERY ON THE RIGHT, (THIS IS
 DL1340'0.05 MILE WEST OF A CROSS ROAD) CONTINUE SOUTHWESTERLY ON
 DL1340'THE DIRT ROAD FOR 2.6 MILES TO THE GOODWINS FARM HOME ON THE
 DL1340'RIGHT AND THE STATION AS DESCRIBED.
 DL1340'
 DL1340'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE
 DL1340'DIRT ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 DL1340'DESCRIBED BELOW.
 DL1340'
 DL1340'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 DL1340'STAMPED GOODWIN 1952.
 DL1340'
 DL1340'REFERENCE MARK 1 IS 65 FEET NORTH OF THE OAK TREE AND 1 FOOT
 DL1340'SOUTHEAST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND
 DL1340'THE DISK IS STAMPED GOODWIN NO 1 1952.
 DL1340'
 DL1340'REFERENCE MARK 2 IS 60 FEET NORTHWEST OF THE CENTER OF THE
 DL1340'ROAD AND 1 FOOT SOUTHEAST OF A WIRE FENCE.  THE MARK PROJECTS
 DL1340'5 INCHES AND THE DISK IS STAMPED GOODWIN NO 2 1952.
 DL1340'
 DL1340'THE AZIMUTH MARK IS 59 FEET NORTHWEST OF A POWER LINE POLE,
 DL1340'31 FEET NORTHWEST OF THE CENTER OF THE ROAD, 1 FOOT SOUTHEAST
 DL1340'OF A WIRE FENCE AND 1 FOOT NORTHEAST OF A WHITE 4 IN X 4 IN
 DL1340'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 DL1340'STAMPED GOODWIN 1952.
 DL1340'
 DL1340'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1340
 DL1340                          STATION RECOVERY (1957)
 DL1340
 DL1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 DL1340'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 DL1340'AS DESCRIBED.
 DL1340
 DL1340                          STATION RECOVERY (1964)
 DL1340
 DL1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1340'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1340'CONDITION.  THE AZIMUTH MARK RECOVERED AS DESCRIBED EXCEPT THAT
 DL1340'THE MARK IS FLUSH WITH THE GROUND.
 DL1340'
 DL1340'TO REACH THE STATION FROM HAMPTON, FROM THE COURT HOUSE,
 DL1340'GO WEST ON STATE HIGHWAY 4 FOR 2.6 MILES TO A CONCRETE BRIDGE
 DL1340'OVER BRUSHY CREEK, CONTINUE WEST ON THE HIGHWAY FOR 0.15 MILE
 DL1340'TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH AND SOUTHWEST
 DL1340'FOR 5.2 MILES TO TRIPLE FORKS, TAKE EXTREME RIGHT FORK FOR
 DL1340'0.6 MILE TO A CEMETERY ON THE RIGHT, CONTINUE SOUTHWEST ON
 DL1340'MAIN ROAD FOR 2.55 MILES TO STATION ON THE RIGHT AS ORIGINALLY
 DL1340'DESCRIBED.  CONTINUE SOUTHWEST FOR 0.3 MILE TO THE AZIMUTH
 DL1340'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0942 ***********************************************************************
 EH0942  DESIGNATION -  GOODWIN 2 AZ MK
 EH0942  PID         -  EH0942
 EH0942  STATE/COUNTY-  AR/ST FRANCIS
 EH0942  USGS QUAD   -  PALESTINE (1984)
 EH0942
 EH0942                         *CURRENT SURVEY CONTROL
 EH0942  ___________________________________________________________________
 EH0942* NAD 83(1986)-  34 56 48.     (N)    090 59 32.     (W)     SCALED    
 EH0942* NAVD 88     -        64.110  (meters)     210.33   (feet)  ADJUSTED  
 EH0942  ___________________________________________________________________
 EH0942  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0942  DYNAMIC HT  -          64.051 (meters)     210.14  (feet)  COMP
 EH0942  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 EH0942
 EH0942  VERT ORDER  -  FIRST     CLASS II
 EH0942
 EH0942.The horizontal coordinates were scaled from a topographic map and have
 EH0942.an estimated accuracy of +/- 6 seconds.
 EH0942
 EH0942.The orthometric height was determined by differential leveling
 EH0942.and adjusted by the National Geodetic Survey in June 1991..
 EH0942
 EH0942.The geoid height was determined by GEOID03.
 EH0942
 EH0942.The dynamic height is computed by dividing the NAVD 88
 EH0942.geopotential number by the normal gravity value computed on the
 EH0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0942.degrees latitude (g = 980.6199 gals.).
 EH0942
 EH0942.The modeled gravity was interpolated from observed gravity values.
 EH0942
 EH0942;                    North         East    Units  Estimated Accuracy
 EH0942;SPC AR N     -    68,520.      492,060.      MT  (+/- 180 meters Scaled)
 EH0942
 EH0942                          SUPERSEDED SURVEY CONTROL
 EH0942
 EH0942  NGVD 29 (??/??/??)   64.109  (m)          210.33   (f) ADJUSTED    1 2
 EH0942
 EH0942.Superseded values are not recommended for survey control.
 EH0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0942.See file dsdata.txt to determine how the superseded data were derived.
 EH0942
 EH0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU833689(NAD 83)
 EH0942_MARKER: DZ = AZIMUTH MARK DISK
 EH0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0942_STAMPING: GOODWIN 2 1954
 EH0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0942+STABILITY: SURFACE MOTION
 EH0942
 EH0942  HISTORY     - Date     Condition        Report By
 EH0942  HISTORY     - 1954     MONUMENTED       CGS
 EH0942  HISTORY     - 1955     GOOD             CGS
 EH0942  HISTORY     - 19700401 GOOD             NGS
 EH0942  HISTORY     - 20020322 MARK NOT FOUND   USACE
 EH0942
 EH0942                          STATION DESCRIPTION
 EH0942
 EH0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0942'5.45 MI SW FROM PALESTINE.
 EH0942'ABOUT 5.45 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0942'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0942'0.2 MILE SOUTHWEST OF MILE POLE 57, 332 FEET SOUTHEAST AND ACROSS U.S.
 EH0942'HIGHWAY 70 FROM SOUTHEAST RAIL, 85 FEET SOUTHEAST OF CENTER LINE OF
 EH0942'HIGHWAY, EAST AND ACROSS HIGHWAY FROM TWIN TELEPHONE POLE NO. 2448, 43
 EH0942'FEET SOUTH OF SOUTHWEST END OF A 36-INCH CORRUGATED PIPE CULVERT UNDER
 EH0942'A DRIVE SOUTHEAST TO A STONE VENEER HOUSE, 144.8 FEET NORTH OF NORTH
 EH0942'CORNER OF STONE VENEER HOUSE, 37 FEET SOUTHEAST OF A POWER POLE, 3
 EH0942'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 EH0942'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 EH0942'INCHES.
 EH0942
 EH0942                          STATION RECOVERY (1970)
 EH0942
 EH0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (UNK)
 EH0942'RECOVERED IN GOOD CONDITION.
 EH0942
 EH0942                          STATION RECOVERY (2002)
 EH0942
 EH0942'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0942'THIS STATION HAS BEEN DESTROYED. CONCRETE SLAB FOUND IN BROKEN PIECES,
 EH0942'CAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3132 ***********************************************************************
 EH3132  DESIGNATION -  GOODWIN 2 RESET
 EH3132  PID         -  EH3132
 EH3132  STATE/COUNTY-  AR/ST FRANCIS
 EH3132  USGS QUAD   -  PALESTINE (1984)
 EH3132
 EH3132                         *CURRENT SURVEY CONTROL
 EH3132  ___________________________________________________________________
 EH3132* NAD 83(1997)-  34 56 45.02454(N)    090 59 44.90436(W)     ADJUSTED  
 EH3132* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 EH3132  ___________________________________________________________________
 EH3132  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EH3132  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH3132
 EH3132  HORZ ORDER  -  FIRST
 EH3132
 EH3132.The horizontal coordinates were established by classical geodetic methods
 EH3132.and adjusted by the National Geodetic Survey in September 1999..
 EH3132
 EH3132.The orthometric height was scaled from a topographic map.
 EH3132
 EH3132.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3132
 EH3132.The geoid height was determined by GEOID03.
 EH3132
 EH3132;                    North         East     Units Scale Factor Converg.
 EH3132;SPC AR N     -    68,420.713   491,729.510   MT  0.99999756   +0 35 03.6
 EH3132;SPC AR N     -   224,476.96  1,613,282.57   sFT  0.99999756   +0 35 03.6
 EH3132;SPC AR S     -   653,251.386   491,733.969   MT  1.00004488   +0 33 43.3
 EH3132;SPC AR S     - 2,143,208.92  1,613,297.20   sFT  1.00004488   +0 33 43.3
 EH3132;UTM  15      - 3,868,870.943   683,019.311   MT  1.00001284   +1 08 54.0
 EH3132
 EH3132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3132!SPC AR N     -   0.99999434  x   0.99999756  =   0.99999190
 EH3132!SPC AR S     -   0.99999434  x   1.00004488  =   1.00003921
 EH3132!UTM  15      -   0.99999434  x   1.00001284  =   1.00000718
 EH3132
 EH3132:                Primary Azimuth Mark                     Grid Az
 EH3132:SPC AR N     -  GOODWIN 2 AZ MK                          075 51 14.9
 EH3132:SPC AR S     -  GOODWIN 2 AZ MK                          075 52 35.2
 EH3132:UTM  15      -  GOODWIN 2 AZ MK                          075 17 24.5
 EH3132
 EH3132|---------------------------------------------------------------------|
 EH3132| PID    Reference Object                     Distance      Geod. Az  |
 EH3132|                                                           dddmmss.s |
 EH3132| EH0942 GOODWIN 2 AZ MK                                    0762618.5 |
 EH3132| EH0937 X 30=GOODWIN RM 2                    46.281 METERS 07716     |
 EH3132| EH0941 GOODWIN 2 RM 3                       26.365 METERS 27000     |
 EH3132|---------------------------------------------------------------------|
 EH3132
 EH3132                          SUPERSEDED SURVEY CONTROL
 EH3132
 EH3132  NAD 83(1997)-  34 56 45.02995(N)    090 59 44.90064(W) AD(       ) 1
 EH3132  NAD 83(1997)-  34 56 45.03141(N)    090 59 44.90180(W) AD(       ) 1
 EH3132  NAD 83(1986)-  34 56 45.03301(N)    090 59 44.90214(W) AD(       ) 1
 EH3132  NAD 27      -  34 56 44.69470(N)    090 59 44.47340(W) AD(       ) 1
 EH3132
 EH3132.Superseded values are not recommended for survey control.
 EH3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3132.See file dsdata.txt to determine how the superseded data were derived.
 EH3132
 EH3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8301968871(NAD 83)
 EH3132_MARKER: DS = TRIANGULATION STATION DISK
 EH3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH3132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3132+STABILITY: SURFACE MOTION
 EH3132
 EH3132  HISTORY     - Date     Condition        Report By
 EH3132  HISTORY     - 1965     MONUMENTED       CGS
 EH3132
 EH3132                          STATION DESCRIPTION
 EH3132
 EH3132'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3132'A NEW SURFACE MARK WAS
 EH3132'SET HOLDING THE ORIGINAL POINT OF THE UNDERGROUND MARK.
 EH3132'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 EH3132'THINGS.  A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE
 EH3132'STATION MARK, AND THE STATION IS 90 FEET NORTHWEST OF THE
 EH3132'JUNCTION OF U.S. HIGHWAY 70 AND STATE ROAD 259.  THE
 EH3132'SURFACE STATION MARK DISK IS NOW SET IN THE TOP OF A ROUND
 EH3132'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 EH3132'GOODWIN 2 1954 1965.
 EH3132'
 EH3132'THE STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF PALESTINE,
 EH3132'1.5 MILES EAST OF GOODWIN, 72 FEET NORTH OF THE CENTER-LINE
 EH3132'OF U. S. HIGHWAY 70, 59 FEET SOUTHEAST OF TELEPHONE POLE NO.
 EH3132'2459, 54 FEET WEST OF A GRAVELED ROAD AND 5 FEET SOUTHWEST
 EH3132'OF A 4 IN X 4 IN WITNESS POST.
 EH3132'
 EH3132'TO REACH THE STATION FROM GOODWIN GO EAST ON U.S. HIGHWAY
 EH3132'70 FOR 1.5 MILES TO THE STATION ON THE LEFT AS DESCRIBED,
 EH3132'CONTINUE EAST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 EH3132'AS DESCRIBED.
 EH3132'
 EH3132'REFERENCE MARK NO.2 IS THE ONLY REMAINING MARK OF THE 1916
 EH3132'STATION.  IT IS 92 FEET EAST OF THE GRAVELED ROAD, AND 41
 EH3132'FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY.
 EH3132'
 EH3132'REFERENCE MARK NO. 3 IS 48 FEET SOUTH OF THE SOUTH RAIL
 EH3132'OF THE RAILWAY TRACKS AND 33 FEET WEST OF TELEPHONE POLE
 EH3132'NO. 2459.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EH3132'GOODWIN 2 NO 3 1954.
 EH3132'
 EH3132'THE AZIMUTH MARK IS 70 FEET SOUTH OF THE CENTER-LINE OF THE
 EH3132'HIGHWAY, 24 FEET WEST OF A DIRT ROAD AND 2 FEET NORTH OF
 EH3132'A 4 IN X 4 IN WITNESS POST.
 EH3132'
 EH3132'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0941 ***********************************************************************
 EH0941  DESIGNATION -  GOODWIN 2 RM 3
 EH0941  PID         -  EH0941
 EH0941  STATE/COUNTY-  AR/ST FRANCIS
 EH0941  USGS QUAD   -  PALESTINE (1984)
 EH0941
 EH0941                         *CURRENT SURVEY CONTROL
 EH0941  ___________________________________________________________________
 EH0941* NAD 83(1986)-  34 56 43.     (N)    090 59 47.     (W)     SCALED    
 EH0941* NAVD 88     -        63.681  (meters)     208.93   (feet)  ADJUSTED  
 EH0941  ___________________________________________________________________
 EH0941  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0941  DYNAMIC HT  -          63.623 (meters)     208.74  (feet)  COMP
 EH0941  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 EH0941
 EH0941  VERT ORDER  -  FIRST     CLASS II
 EH0941
 EH0941.The horizontal coordinates were scaled from a topographic map and have
 EH0941.an estimated accuracy of +/- 6 seconds.
 EH0941
 EH0941.The orthometric height was determined by differential leveling
 EH0941.and adjusted by the National Geodetic Survey in June 1991..
 EH0941
 EH0941.The geoid height was determined by GEOID03.
 EH0941
 EH0941.The dynamic height is computed by dividing the NAVD 88
 EH0941.geopotential number by the normal gravity value computed on the
 EH0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0941.degrees latitude (g = 980.6199 gals.).
 EH0941
 EH0941.The modeled gravity was interpolated from observed gravity values.
 EH0941
 EH0941;                    North         East    Units  Estimated Accuracy
 EH0941;SPC AR N     -    68,360.      491,680.      MT  (+/- 180 meters Scaled)
 EH0941
 EH0941                          SUPERSEDED SURVEY CONTROL
 EH0941
 EH0941  NGVD 29 (??/??/??)   63.680  (m)          208.92   (f) ADJUSTED    1 2
 EH0941
 EH0941.Superseded values are not recommended for survey control.
 EH0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0941.See file dsdata.txt to determine how the superseded data were derived.
 EH0941
 EH0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU829688(NAD 83)
 EH0941_MARKER: DR = REFERENCE MARK DISK
 EH0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0941_STAMPING: GOODWIN 2 NO 3 1954
 EH0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0941+STABILITY: SURFACE MOTION
 EH0941
 EH0941  HISTORY     - Date     Condition        Report By
 EH0941  HISTORY     - 1954     MONUMENTED       CGS
 EH0941  HISTORY     - 1955     GOOD             CGS
 EH0941  HISTORY     - 20020322 MARK NOT FOUND   USACE
 EH0941
 EH0941                          STATION DESCRIPTION
 EH0941
 EH0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0941'5.7 MI SW FROM PALESTINE.
 EH0941'ABOUT 5.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0941'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0941'1.55 MILE NORTHEAST OF GOODWIN, 153 FEET SOUTHWEST OF CENTER OF A
 EH0941'GRAVEL ROAD CROSSING, 46 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 33 FEET
 EH0941'SOUTHWEST OF TELEPHONE POLE NO. 2459 A, 86 1/2 FEET WEST OF STATION
 EH0941'MARK, 237 FEET WEST AND ACROSS GRAVEL ROAD FROM BENCH MARK X 30, 101
 EH0941'FEET NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 70, ABOUT 2 1/2 FEET
 EH0941'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH0941'3 INCHES.
 EH0941
 EH0941                          STATION RECOVERY (2002)
 EH0941
 EH0941'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0941'THIS STATION IS PRESUMED DESTROYED DUE TO LAND CLEARING BEING DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0940 ***********************************************************************
 EH0940  DESIGNATION -  GOODWIN RM 1
 EH0940  PID         -  EH0940
 EH0940  STATE/COUNTY-  AR/ST FRANCIS
 EH0940  USGS QUAD   -  PALESTINE (1984)
 EH0940
 EH0940                         *CURRENT SURVEY CONTROL
 EH0940  ___________________________________________________________________
 EH0940* NAD 83(1986)-  34 56 43.     (N)    090 59 49.     (W)     SCALED    
 EH0940* NAVD 88     -        63.60   (+/-2cm)     208.7    (feet)  VERTCON   
 EH0940  ___________________________________________________________________
 EH0940  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0940
 EH0940  VERT ORDER  -  ? (See Below)
 EH0940
 EH0940.The horizontal coordinates were scaled from a topographic map and have
 EH0940.an estimated accuracy of +/- 6 seconds.
 EH0940
 EH0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0940.The vertical order pertains to the NGVD 29 superseded value.
 EH0940
 EH0940.The geoid height was determined by GEOID03.
 EH0940
 EH0940;                    North         East    Units  Estimated Accuracy
 EH0940;SPC AR N     -    68,360.      491,630.      MT  (+/- 180 meters Scaled)
 EH0940
 EH0940                          SUPERSEDED SURVEY CONTROL
 EH0940
 EH0940  NGVD 29 (??/??/??)   63.593  (m)          208.64   (f) ADJUSTED    ?  
 EH0940
 EH0940.Superseded values are not recommended for survey control.
 EH0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0940.See file dsdata.txt to determine how the superseded data were derived.
 EH0940
 EH0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU829688(NAD 83)
 EH0940_MARKER: DR = REFERENCE MARK DISK
 EH0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0940_STAMPING: GOODWIN R.M. 1 1916
 EH0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0940+STABILITY: SURFACE MOTION
 EH0940
 EH0940  HISTORY     - Date     Condition        Report By
 EH0940  HISTORY     - 1916     MONUMENTED       CGS
 EH0940  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH0940
 EH0940                          STATION DESCRIPTION
 EH0940
 EH0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0940'1.5 MI NE FROM GOODWIN.
 EH0940'ABOUT 1.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0940'RAILWAY FROM THE STATION AT GOODWIN, ABOUT 70 FEET SOUTH OF GOODWIN,
 EH0940'PREVIOUSLY DESCRIBED, AND 1.6 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 EH0940'FENCE, A STANDARD REFERENCE-MARK DISK, STAMPED GOODWIN R.M. 1 1916 AND
 EH0940'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1898 ***********************************************************************
 EJ1898  DESIGNATION -  GOOSEPOND
 EJ1898  PID         -  EJ1898
 EJ1898  STATE/COUNTY-  AR/SALINE
 EJ1898  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ1898
 EJ1898                         *CURRENT SURVEY CONTROL
 EJ1898  ___________________________________________________________________
 EJ1898* NAD 83(1997)-  34 40 30.11895(N)    092 54 36.51547(W)     ADJUSTED  
 EJ1898* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 EJ1898  ___________________________________________________________________
 EJ1898  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 EJ1898  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EJ1898
 EJ1898  HORZ ORDER  -  FIRST
 EJ1898
 EJ1898.The horizontal coordinates were established by classical geodetic methods
 EJ1898.and adjusted by the National Geodetic Survey in September 1999..
 EJ1898
 EJ1898.The orthometric height was scaled from a topographic map.
 EJ1898
 EJ1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1898
 EJ1898.The geoid height was determined by GEOID03.
 EJ1898
 EJ1898;                    North         East     Units Scale Factor Converg.
 EJ1898;SPC AR S     -   623,129.354   316,590.252   MT  0.99998085   -0 30 33.8
 EJ1898;SPC AR S     - 2,044,383.56  1,038,679.85   sFT  0.99998085   -0 30 33.8
 EJ1898;UTM  15      - 3,837,010.102   508,231.869   MT  0.99960084   +0 03 04.0
 EJ1898
 EJ1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1898!SPC AR S     -   0.99998153  x   0.99998085  =   0.99996238
 EJ1898!UTM  15      -   0.99998153  x   0.99960084  =   0.99958238
 EJ1898
 EJ1898:                Primary Azimuth Mark                     Grid Az
 EJ1898:SPC AR S     -  NORTH FORK LOOKOUT TOWER                 015 08 06.3
 EJ1898:UTM  15      -  NORTH FORK LOOKOUT TOWER                 014 34 28.5
 EJ1898
 EJ1898|---------------------------------------------------------------------|
 EJ1898| PID    Reference Object                     Distance      Geod. Az  |
 EJ1898|                                                           dddmmss.s |
 EJ1898| EJ1901 NORTH FORK LOOKOUT TOWER            APPROX.21.2 KM 0143732.5 |
 EJ1898| CY6127 GOOSEPOND AZ MK                                    0463144.6 |
 EJ1898| EJ1897 GOOSEPOND LOOKOUT TOWER               9.291 METERS 10708     |
 EJ1898| CY6128 GOOSEPOND RM 1                        8.012 METERS 11535     |
 EJ1898| CY6129 GOOSEPOND RM 2                        8.031 METERS 17730     |
 EJ1898| EJ1920 HOT SPRINGS OBSERVATION TOWER       APPROX.21.5 KM 2152959.1 |
 EJ1898| EJ1910 OAK MOUNTAIN LOT                    APPROX.19.4 KM 3245127.0 |
 EJ1898|---------------------------------------------------------------------|
 EJ1898
 EJ1898                          SUPERSEDED SURVEY CONTROL
 EJ1898
 EJ1898  NAD 83(1986)-  34 40 30.13118(N)    092 54 36.50731(W) AD(       ) 1
 EJ1898  NAD 27      -  34 40 29.80303(N)    092 54 35.88790(W) AD(       ) 1
 EJ1898
 EJ1898.Superseded values are not recommended for survey control.
 EJ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1898.See file dsdata.txt to determine how the superseded data were derived.
 EJ1898
 EJ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0823237010(NAD 83)
 EJ1898_MARKER: DS = TRIANGULATION STATION DISK
 EJ1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1898
 EJ1898  HISTORY     - Date     Condition        Report By
 EJ1898  HISTORY     - 1940     MONUMENTED       CGS
 EJ1898  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EJ1898
 EJ1898                          STATION DESCRIPTION
 EJ1898
 EJ1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 EJ1898'STATION IS LOCATED ABOUT 14 MILES NE OF HOT SPRINGS, ON A
 EJ1898'ROCKY TIMBERED PEAK KNOWN AS GOOSEPOND MOUNTAIN.  SURFACE MARK
 EJ1898'IS STAMPED GOOSEPOND 1940 AND PROJECTS 2 INCHES.  IT IS 21.6
 EJ1898'FEET S OF AN 8-INCH OAK TREE, 30.440 FEET S OF THE CENTER OF THE
 EJ1898'LOOKOUT TOWER, 20 FEET E OF A LARGE BOULDER AND 20 FEET W
 EJ1898'OF A TELEPHONE POLE.
 EJ1898'
 EJ1898'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 EJ1898'DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1898'
 EJ1898'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK STAMPED GOOSEPOND
 EJ1898'NO.1 1940 SET IN THE CONCRETE STEP OF THE LOOKOUT TOWER
 EJ1898'WHICH PROJECTS ABOUT 14 INCHES.
 EJ1898'
 EJ1898'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK STAMPED GOOSEPOND
 EJ1898'NO.2 1940 AND IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH
 EJ1898'PROJECTS ABOUT 2 FEET, IT IS 24 FEET N OF THE CENTER OF A
 EJ1898'ROAD AND 24 FEET SW OF THE SW LEG OF THE LOOKOUT TOWER.
 EJ1898'
 EJ1898'THE AZIMUTH MARK IS STAMPED GOOSEPOND 1940 AND PROJECTS
 EJ1898'6 INCHES.  IT IS 1 FOOT SW OF A PICKET FENCE, 21 FEET SW OF THE
 EJ1898'CENTER OF A DIRT ROAD AND 75 FEET SW OF AN OLD SHACK.
 EJ1898'
 EJ1898'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK 1.1 MILES
 EJ1898'TO THE MAIN ROAD, TURN LEFT AND GO 0.85 MILE TO A ROAD LEFT
 EJ1898'OVER A WOOD BRIDGE, TURN LEFT AND GO 0.1 MILE TO THE AZIMUTH
 EJ1898'MARK ON THE LEFT, JUST INSIDE PICKET FENCE.
 EJ1898'
 EJ1898'TO REACH THE STATION FROM THE ARLINGTON HOTEL IN HOT SPRINGS,
 EJ1898'GO N ON U.S. HIGHWAY 70 FOR 13.6 MILES TO THE COUNTY LINE
 EJ1898'AND A GRAVEL ROAD TO THE LEFT, TURN LEFT AND FOLLOW MAIN
 EJ1898'GRAVEL ROAD FOR 4.7 MILES TO A GRAVEL ROAD LEFT, TURN LEFT
 EJ1898'AND GO 1.1 MILES TO LOOKOUT TOWER AND STATION.
 EJ1898'
 EJ1898'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 EJ1898
 EJ1898                          STATION RECOVERY (1963)
 EJ1898
 EJ1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1898'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 EJ1898'AZIMUTH MARK WAS SEARCHED FOR, BUT WAS NOT RECOVERED.  IT
 EJ1898'APPRERS THAT THE MARK WAS DESTROYED DUE TO ROAD IMPROVEMENT
 EJ1898'IN THE IMMEDIATE AREA.  A FRAME HOUSE HAS BEEN BUILT OVER THE
 EJ1898'STATION MARK.  A NEW STATION GOOSEPOND 2 WAS ESTABLISHED
 EJ1898'AND OCCUPIED AT THIS TIME.  ONE OF THE CONCRETE BLOCKS OF
 EJ1898'THE FOUNDATION OF THE FRAME HOUSE WAS REMOVED TO OBTAIN A
 EJ1898'MEASUREMENT TO THE NEW STATION.  THE DISTANCE BEING 10.96
 EJ1898'FEET AND 3.341 METERS (SOUTHEAST)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1896 ***********************************************************************
 EJ1896  DESIGNATION -  GOOSEPOND 2
 EJ1896  PID         -  EJ1896
 EJ1896  STATE/COUNTY-  AR/SALINE
 EJ1896  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ1896
 EJ1896                         *CURRENT SURVEY CONTROL
 EJ1896  ___________________________________________________________________
 EJ1896* NAD 83(1997)-  34 40 30.04099(N)    092 54 36.42427(W)     ADJUSTED  
 EJ1896* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 EJ1896  ___________________________________________________________________
 EJ1896  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 EJ1896  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EJ1896
 EJ1896  HORZ ORDER  -  SECOND
 EJ1896
 EJ1896.The horizontal coordinates were established by classical geodetic methods
 EJ1896.and adjusted by the National Geodetic Survey in September 1999..
 EJ1896
 EJ1896.The orthometric height was scaled from a topographic map.
 EJ1896
 EJ1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1896
 EJ1896.The geoid height was determined by GEOID03.
 EJ1896
 EJ1896;                    North         East     Units Scale Factor Converg.
 EJ1896;SPC AR S     -   623,126.931   316,592.553   MT  0.99998084   -0 30 33.8
 EJ1896;SPC AR S     - 2,044,375.61  1,038,687.40   sFT  0.99998084   -0 30 33.8
 EJ1896;UTM  15      - 3,837,007.702   508,234.192   MT  0.99960084   +0 03 04.1
 EJ1896
 EJ1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1896!SPC AR S     -   0.99998153  x   0.99998084  =   0.99996237
 EJ1896!UTM  15      -   0.99998153  x   0.99960084  =   0.99958238
 EJ1896
 EJ1896|---------------------------------------------------------------------|
 EJ1896| PID    Reference Object                     Distance      Geod. Az  |
 EJ1896|                                                           dddmmss.s |
 EJ1896| EJ1897 GOOSEPOND LOOKOUT TOWER               6.565 METERS 09255     |
 EJ1896| CY6128 GOOSEPOND RM 1                        5.041 METERS 10152     |
 EJ1896| EJ1893 NANCE                               APPROX.19.3 KM 1361701.1 |
 EJ1896| CY6129 GOOSEPOND RM 2                        5.945 METERS 19918     |
 EJ1896| EJ1898 GOOSEPOND                             3.341 METERS 31559     |
 EJ1896|---------------------------------------------------------------------|
 EJ1896
 EJ1896                          SUPERSEDED SURVEY CONTROL
 EJ1896
 EJ1896  NAD 83(1986)-  34 40 30.05316(N)    092 54 36.41607(W) AD(       ) 2
 EJ1896  NAD 27      -  34 40 29.72506(N)    092 54 35.79672(W) AD(       ) 2
 EJ1896
 EJ1896.Superseded values are not recommended for survey control.
 EJ1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1896.See file dsdata.txt to determine how the superseded data were derived.
 EJ1896
 EJ1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0823437008(NAD 83)
 EJ1896_MARKER: DS = TRIANGULATION STATION DISK
 EJ1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1896
 EJ1896  HISTORY     - Date     Condition        Report By
 EJ1896  HISTORY     - 1963     MONUMENTED       CGS
 EJ1896
 EJ1896                          STATION DESCRIPTION
 EJ1896
 EJ1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1896'THE STATION IS LOCATED AT THE SITE OF THE STATE FOREST
 EJ1896'OBSERVATION TOWER AT THE TOP OF GOOSEPOND MOUNTAIN, ABOUT 14
 EJ1896'MILES NORTHEAST OF HOT SPRINGS, ABOUT 20 MILES WEST-NORTHWEST
 EJ1896'OF BENTON, ABOUT 9 MILES NORTHWEST OF THE SMALL VILLAGE OF
 EJ1896'CROWS.  IT IS 15.6 FEET WEST OF THE SOUTHWEST LEG OF THE
 EJ1896'LOOKOUT TOWER, 18 FEET SOUTHWEST OF THE NORTHEAST LEG OF THE
 EJ1896'LOOKOUT TOWER, 13 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND
 EJ1896'6 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE.  THE
 EJ1896'MONUMENT IS FLUSH AND THE DISK IS STAMPED GOOSEPOND 2 1963.
 EJ1896'
 EJ1896'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 9 IN THE SMALL
 EJ1896'VILLAGE OF CROWS, GO WEST ON STATE HIGHWAY 5 FOR 6.3 MILES
 EJ1896'THE COLONIAL SANITARIUM AND REST HOME ON THE RIGHT.  CONTINUE
 EJ1896'WEST ON THE HIGHWAY FOR 0.1 MILE TO THE COUNTY LINE AND A
 EJ1896'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON A GRAVELED
 EJ1896'ROAD FOR 1.7 MILES TO A SIDE ROAD LEFT.  CONTINUE NORTHERLY
 EJ1896'ON THE GRAVELED ROAD FOR 1.25 MILES TO A REVERSE Y-FORK.
 EJ1896'CONTINUE AHEAD NORTHERLY ON THE GRAVELED ROAD FOR 1.3 MILES TO
 EJ1896'A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.4 MILE TO
 EJ1896'A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 1.2 MILES
 EJ1896'UPHILL TO THE LOOKOUT TOWER AND THE STATION.
 EJ1896'
 EJ1896'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 EJ1896'GOOSEPOND NO 1 1940, CEMENTED IN A DRILLED HOLE IN THE CONCRETE
 EJ1896'FOOTING OF THE LADDER TO THE LOOKOUT TOWER.  IT IS 2.8 FEET
 EJ1896'NORTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 EJ1896'
 EJ1896'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 EJ1896'GOOSEPOND NO 2 1940, CEMENTED IN A DRILLED HOLE IN THE TOP OF A 3
 EJ1896'BY 5 FOOT BOULDER THAT PROJECTS 14 INCHES.  IT IS 4.5 FEET
 EJ1896'EAST OF THE EAST EDGE OF A LARGE BOULDER, 20 FEET SOUTH OF
 EJ1896'THE SOUTHEAST CORNER OF THE FRAME HOUSE, AND 24 FEET SOUTHWEST
 EJ1896'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 EJ1896'
 EJ1896'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1897 ***********************************************************************
 EJ1897  DESIGNATION -  GOOSEPOND LOOKOUT TOWER
 EJ1897  PID         -  EJ1897
 EJ1897  STATE/COUNTY-  AR/SALINE
 EJ1897  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ1897
 EJ1897                         *CURRENT SURVEY CONTROL
 EJ1897  ___________________________________________________________________
 EJ1897* NAD 83(1997)-  34 40 30.03012(N)    092 54 36.16671(W)     ADJUSTED  
 EJ1897* NAVD 88     -                                                        
 EJ1897  ___________________________________________________________________
 EJ1897  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 EJ1897  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EJ1897
 EJ1897  HORZ ORDER  -  THIRD
 EJ1897
 EJ1897.The horizontal coordinates were established by classical geodetic methods
 EJ1897.and adjusted by the National Geodetic Survey in September 1999..
 EJ1897
 EJ1897
 EJ1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1897
 EJ1897.The geoid height was determined by GEOID03.
 EJ1897
 EJ1897;                    North         East     Units Scale Factor Converg.
 EJ1897;SPC AR S     -   623,126.538   316,599.106   MT  0.99998084   -0 30 33.6
 EJ1897;SPC AR S     - 2,044,374.32  1,038,708.90   sFT  0.99998084   -0 30 33.6
 EJ1897;UTM  15      - 3,837,007.373   508,240.747   MT  0.99960084   +0 03 04.2
 EJ1897
 EJ1897                          SUPERSEDED SURVEY CONTROL
 EJ1897
 EJ1897  NAD 83(1986)-  34 40 30.04265(N)    092 54 36.15873(W) AD(       ) 4
 EJ1897  NAD 27      -  34 40 29.71410(N)    092 54 35.53919(W) AD(       ) 3
 EJ1897
 EJ1897.Superseded values are not recommended for survey control.
 EJ1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1897.See file dsdata.txt to determine how the superseded data were derived.
 EJ1897
 EJ1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0824137007(NAD 83)
 EJ1897_MARKER: 57 = LOOKOUT TOWER
 EJ1897
 EJ1897  HISTORY     - Date     Condition        Report By
 EJ1897  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1897  HISTORY     - 1963     GOOD             CGS
 EJ1897
 EJ1897                          STATION DESCRIPTION
 EJ1897
 EJ1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 EJ1897'STATION IS A LOOKOUT TOWER OF THE ARKANSAS FORESTRY COMMISSION,
 EJ1897'LOCATED ON THE HIGHEST POINT OF GOOSEPOND MOUNTAIN, ABOUT 14
 EJ1897'MILES NE OF HOT SPRINGS.
 EJ1897'
 EJ1897'THE TOWER IS OF STEEL CONSTRUCTION AND IS 40 FEET HIGH.  IT
 EJ1897'IS 30.440 FEET ESE OF STATION GOOSEPOND.
 EJ1897
 EJ1897                          STATION RECOVERY (1963)
 EJ1897
 EJ1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1897'THE STATION WAS RECOVERED IN GOOD CONDITION.  A FRAME HOUSE
 EJ1897'HAS BEEN BUILT OVER TRIANGULATION STATION GOOSEPOND 1940,
 EJ1897'AND THE TRAVERSE DISTANCE COULD NOT BE CHECKED.  A NEW TRAVERSE
 EJ1897'CONNECTION WAS MADE TO TRIANGULATION STATION GOOSEPOND 2,
 EJ1897'THE DISTANCE BEING 21.54 FEET AND 6.565 METERS.
 EJ1897'
 EJ1897'THE DESCRIPTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1334 ***********************************************************************
 DL1334  DESIGNATION -  GORMAN
 DL1334  PID         -  DL1334
 DL1334  STATE/COUNTY-  AR/BRADLEY
 DL1334  USGS QUAD   -  MORO BAY (1981)
 DL1334
 DL1334                         *CURRENT SURVEY CONTROL
 DL1334  ___________________________________________________________________
 DL1334* NAD 83(1997)-  33 20 00.24969(N)    092 18 48.48545(W)     ADJUSTED  
 DL1334* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 DL1334  ___________________________________________________________________
 DL1334  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DL1334  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL1334
 DL1334  HORZ ORDER  -  SECOND
 DL1334
 DL1334.The horizontal coordinates were established by classical geodetic methods
 DL1334.and adjusted by the National Geodetic Survey in September 1999..
 DL1334
 DL1334.The orthometric height was scaled from a topographic map.
 DL1334
 DL1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1334
 DL1334.The geoid height was determined by GEOID03.
 DL1334
 DL1334;                    North         East     Units Scale Factor Converg.
 DL1334;SPC AR S     -   473,995.010   370,816.322   MT  0.99999276   -0 10 31.6
 DL1334;SPC AR S     - 1,555,098.63  1,216,586.55   sFT  0.99999276   -0 10 31.6
 DL1334;UTM  15      - 3,688,459.336   563,891.259   MT  0.99965033   +0 22 38.2
 DL1334
 DL1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1334!SPC AR S     -   0.99999863  x   0.99999276  =   0.99999139
 DL1334!UTM  15      -   0.99999863  x   0.99965033  =   0.99964896
 DL1334
 DL1334|---------------------------------------------------------------------|
 DL1334| PID    Reference Object                     Distance      Geod. Az  |
 DL1334|                                                           dddmmss.s |
 DL1334| CY6131 GORMAN RM 1                          26.295 METERS 03713     |
 DL1334| CY6132 GORMAN RM 2                          30.014 METERS 20237     |
 DL1334| CY6130 GORMAN AZ MK                                       2260307.7 |
 DL1334| DL1335 TT 9 LS                              34.922 METERS 23240     |
 DL1334| DL1339 ARTESIAN LOOKOUT TWR 3 6 AFC        APPROX.16.8 KM 3094211.3 |
 DL1334| DL1337 ARTESIAN                            APPROX.17.5 KM 3110043.4 |
 DL1334|---------------------------------------------------------------------|
 DL1334
 DL1334                          SUPERSEDED SURVEY CONTROL
 DL1334
 DL1334  NAD 83(1997)-  33 20 00.26077(N)    092 18 48.47838(W) AD(       ) 2
 DL1334  NAD 83(1986)-  33 20 00.26135(N)    092 18 48.47826(W) AD(       ) 2
 DL1334  NAD 27      -  33 19 59.83300(N)    092 18 47.96400(W) AD(       ) 2
 DL1334
 DL1334.Superseded values are not recommended for survey control.
 DL1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1334.See file dsdata.txt to determine how the superseded data were derived.
 DL1334
 DL1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6389188459(NAD 83)
 DL1334_MARKER: DS = TRIANGULATION STATION DISK
 DL1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1334
 DL1334  HISTORY     - Date     Condition        Report By
 DL1334  HISTORY     - 1952     MONUMENTED       CGS
 DL1334  HISTORY     - 1964     GOOD             CGS
 DL1334
 DL1334                          STATION DESCRIPTION
 DL1334
 DL1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1334'THE STATION IS ABOUT ON LINE AND BETWEEN SECTIONS 11 AND 14,
 DL1334'R 11 W, T 15 S, ABOUT 15 MILES NORTH OF STRONG, 11-1/2 MILES
 DL1334'SOUTHWEST OF HERMITAGE, 3 MILES EAST OF MOROBAY, 150 FEET
 DL1334'NORTHWEST OF THE HOME OF VASSAR GORMAN, WHO OWNS THE PROPERTY,
 DL1334'80 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 15, 65 FEET
 DL1334'NORTHEAST OF THE CENTER OF AN ENTRANCE DRIVE AND 24 FEET
 DL1334'SOUTHEAST OF A CONCRETE RIGHT OF WAY POST.
 DL1334'
 DL1334'TO REACH THE STATION FROM THE POST OFFICE IN MOROBAY, GO
 DL1334'NORTHEAST ON STATE HIGHWAY 15 FOR 1.0 MILE TO A Y-JUNCTION,
 DL1334'BEAR RIGHT AND CONTINUE NORTHEAST FOR 1.4 MILES TO THE AZIMUTH
 DL1334'MARK ON THE LEFT, CONTINUE NORTHEAST 0.15 MILE TO THE STATION ON
 DL1334'THE RIGHT.
 DL1334'
 DL1334'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DL1334'GORMAN 1952.
 DL1334'
 DL1334'REFERENCE MARK 1 IS 77 FEET SOUTHEAST OF THE CENTER OF THE
 DL1334'HIGHWAY, 15 FEET SOUTH OF A 14-INCH PINE TREE AND 12 FEET
 DL1334'NORTHWEST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 DL1334'IS STAMPED GORMAN NO 1 1952.
 DL1334'
 DL1334'REFERENCE MARK 2 IS 14 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 DL1334'DRIVE AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES
 DL1334'AND THE DISK IS STAMPED GORMAN NO 2 1952.
 DL1334'
 DL1334'THE AZIMUTH MARK IS 44 FEET NORTHWEST OF THE CENTER OF THE
 DL1334'HIGHWAY, 7 FEET EAST OF A 12-INCH OAK TREE AND 3 FEET SOUTHEAST
 DL1334'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 5 INCHES
 DL1334'AND THE DISK IS STAMPED GORMAN 1952.
 DL1334'
 DL1334'TT 9 LS (USGS) IS 55 FEET SOUTHEAST OF THE CENTER OF THE
 DL1334'HIGHWAY, 31 FEET SOUTH OF THE CENTER OF THE ENTRANCE DRIVE
 DL1334'AND 1 FOOT NORTH OF THE FENCE.  THE MARK IS A BRONZE BENCH MARK
 DL1334'DISK OF THE UNITED STATES GEOLOGICAL SURVEY SET IN THE TOP
 DL1334'OF AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND
 DL1334'THE DISK IS STAMPED TT 9 LS 1933.
 DL1334'
 DL1334'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1334
 DL1334                          STATION RECOVERY (1964)
 DL1334
 DL1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1334'THE STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED AND
 DL1334'FOUND IN GOOD CONDITION.  TT 9 LS (USGS) HAS BEEN DESTROYED AS
 DL1334'THE TOP OF THE CONCRETE POST HAD BEEN BROKEN OFF AND THE DISK
 DL1334'WAS GONE.
 DL1334'
 DL1334'TO REACH THE STATION FROM MOROBAY, FROM THE STORE AND SERVICE
 DL1334'STATION, GO NORTHEAST ON STATE HIGHWAY 15 FOR 0.85 MILE TO
 DL1334'FORKS, CONTINUE ON HIGHWAY ON RIGHT FORK FOR 1.55 MILES TO
 DL1334'THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHEAST ON HIGHWAY
 DL1334'FOR 0.15 MILE TO HOUSE AND STATION ON THE RIGHT.  THE STATION AND
 DL1334'REFERENCE MARKS RECOVERED AS ORIGINALLY DESCRIBED.
 DL1334'
 DL1334'THE AZIMUTH MARK IS NEAR THE WEST END OF THE TOP OF A SMALL KNOLL,
 DL1334'ON THE NORTH SIDE OF THE HIGHWAY AND IS 5 FEET NORTH OF A
 DL1334'10-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1048 ***********************************************************************
 DK1048  DESIGNATION -  GOUDELOCK BOLT
 DK1048  PID         -  DK1048
 DK1048  STATE/COUNTY-  AR/CHICOT
 DK1048  USGS QUAD   -  EMPIRE (1981)
 DK1048
 DK1048                         *CURRENT SURVEY CONTROL
 DK1048  ___________________________________________________________________
 DK1048* NAD 83(1986)-  33 07 16.     (N)    091 26 08.     (W)     SCALED    
 DK1048* NAVD 88     -        31.58   (+/-2cm)     103.6    (feet)  VERTCON   
 DK1048  ___________________________________________________________________
 DK1048  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK1048
 DK1048  VERT ORDER  -  ? (See Below)
 DK1048
 DK1048.The horizontal coordinates were scaled from a topographic map and have
 DK1048.an estimated accuracy of +/- 6 seconds.
 DK1048
 DK1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1048.The vertical order pertains to the NGVD 29 superseded value.
 DK1048
 DK1048.The geoid height was determined by GEOID03.
 DK1048
 DK1048;                    North         East    Units  Estimated Accuracy
 DK1048;SPC AR S     -   450,550.      452,680.      MT  (+/- 180 meters Scaled)
 DK1048
 DK1048                          SUPERSEDED SURVEY CONTROL
 DK1048
 DK1048  NGVD 29 (??/??/??)   31.695  (m)          103.99   (f) ADJUSTED    ?  
 DK1048
 DK1048.Superseded values are not recommended for survey control.
 DK1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1048.See file dsdata.txt to determine how the superseded data were derived.
 DK1048
 DK1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS459658(NAD 83)
 DK1048_MARKER: B = BOLT
 DK1048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1048_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1048
 DK1048  HISTORY     - Date     Condition        Report By
 DK1048  HISTORY     - UNK      MONUMENTED       DOD
 DK1048  HISTORY     - 1934     GOOD             CGS
 DK1048
 DK1048                          STATION DESCRIPTION
 DK1048
 DK1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1048'IN EMPIRE.
 DK1048'AT EMPIRE, CHICOT COUNTY, ON THE N.R. GOUDELOCK PROPERTY, ABOUT 400
 DK1048'FEET WEST OF A BRIDGE OVER BIG BAYOU, ABOUT 600 FEET SOUTHWEST OF A
 DK1048'BLAZED 30-INCH OAK TREE, ABOUT 500 FEET SOUTHEAST OF A BLAZED 24-INCH
 DK1048'SWEET GUM TREE 50 FEET NORTH OF THE WEST END OF THE BRIDGE, 29 FEET
 DK1048'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 8, 20.7 FEET WEST OF THE
 DK1048'CENTER LINE OF A LANE AND A GATE, 1.9 FEET NORTHEAST OF A CROSS FENCE,
 DK1048'AND 3 FEET FROM THE FENCE CORNER.  A COPPER BOLT, SET IN THE TOP OF A
 DK1048'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK1048'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1049 ***********************************************************************
 DK1049  DESIGNATION -  GOUDELOCK CAP
 DK1049  PID         -  DK1049
 DK1049  STATE/COUNTY-  AR/CHICOT
 DK1049  USGS QUAD   -  EMPIRE (1981)
 DK1049
 DK1049                         *CURRENT SURVEY CONTROL
 DK1049  ___________________________________________________________________
 DK1049* NAD 83(1986)-  33 07 16.     (N)    091 26 08.     (W)     SCALED    
 DK1049* NAVD 88     -        32.815  (meters)     107.66   (feet)  ADJUSTED  
 DK1049  ___________________________________________________________________
 DK1049  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK1049  DYNAMIC HT  -          32.781 (meters)     107.55  (feet)  COMP
 DK1049  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 DK1049
 DK1049  VERT ORDER  -  SECOND    CLASS 0
 DK1049
 DK1049.The horizontal coordinates were scaled from a topographic map and have
 DK1049.an estimated accuracy of +/- 6 seconds.
 DK1049
 DK1049.The orthometric height was determined by differential leveling
 DK1049.and adjusted by the National Geodetic Survey in June 1991..
 DK1049
 DK1049.The geoid height was determined by GEOID03.
 DK1049
 DK1049.The dynamic height is computed by dividing the NAVD 88
 DK1049.geopotential number by the normal gravity value computed on the
 DK1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1049.degrees latitude (g = 980.6199 gals.).
 DK1049
 DK1049.The modeled gravity was interpolated from observed gravity values.
 DK1049
 DK1049;                    North         East    Units  Estimated Accuracy
 DK1049;SPC AR S     -   450,550.      452,680.      MT  (+/- 180 meters Scaled)
 DK1049
 DK1049                          SUPERSEDED SURVEY CONTROL
 DK1049
 DK1049  NGVD 29 (??/??/??)   32.932  (m)          108.04   (f) ADJUSTED    2 0
 DK1049
 DK1049.Superseded values are not recommended for survey control.
 DK1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1049.See file dsdata.txt to determine how the superseded data were derived.
 DK1049
 DK1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS459658(NAD 83)
 DK1049_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1049_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1049
 DK1049  HISTORY     - Date     Condition        Report By
 DK1049  HISTORY     - UNK      MONUMENTED       DOD
 DK1049  HISTORY     - 1934     GOOD             CGS
 DK1049
 DK1049                          STATION DESCRIPTION
 DK1049
 DK1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1049'7.3 MI E FROM PARKDALE.
 DK1049'IS A PIPE STONE BENCH WITH BRASS CAP,
 DK1049'LOCATED APPROXIMATELY 7.3 MILES EAST OF PARKDALE, CHICOT COUNTY, ARK.,
 DK1049'SEC. 20,     T 18 S., R 3 W., IN SETTLEMENT KNOWN AS EMPIRE, ARKANSAS.
 DK1049'APPROXIMATELY 400 FEET WEST OF BIG BAYOU.  29 FEET SOUTH OF DIRT
 DK1049'HIGHWAY 8.  20.7 FEET WEST OF CENTER LINE OF LANE AND GATE. 3 FEET
 DK1049'FROM FENCE CORNER AND IS ON PROPERTY OF N.R. GOUDELOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2085 ***********************************************************************
 DK2085  DESIGNATION -  GOULD
 DK2085  PID         -  DK2085
 DK2085  STATE/COUNTY-  AR/LINCOLN
 DK2085  USGS QUAD   -  GOULD (1964)
 DK2085
 DK2085                         *CURRENT SURVEY CONTROL
 DK2085  ___________________________________________________________________
 DK2085* NAD 83(1997)-  33 59 17.08812(N)    091 33 44.00434(W)     ADJUSTED  
 DK2085* NAVD 88     -        50.97   (+/-2cm)     167.2    (feet)  VERTCON   
 DK2085  ___________________________________________________________________
 DK2085  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 DK2085  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DK2085
 DK2085  HORZ ORDER  -  FIRST
 DK2085  VERT ORDER  -  THIRD ? (See Below)
 DK2085
 DK2085.The horizontal coordinates were established by classical geodetic methods
 DK2085.and adjusted by the National Geodetic Survey in September 1999..
 DK2085
 DK2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2085.The vertical order pertains to the NGVD 29 superseded value.
 DK2085
 DK2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2085
 DK2085.The geoid height was determined by GEOID03.
 DK2085
 DK2085;                    North         East     Units Scale Factor Converg.
 DK2085;SPC AR S     -   546,647.190   440,446.135   MT  0.99991879   +0 14 42.1
 DK2085;SPC AR S     - 1,793,458.32  1,445,030.36   sFT  0.99991879   +0 14 42.1
 DK2085;UTM  15      - 3,761,765.890   632,799.363   MT  0.99981740   +0 48 13.9
 DK2085
 DK2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2085!SPC AR S     -   0.99999609  x   0.99991879  =   0.99991488
 DK2085!UTM  15      -   0.99999609  x   0.99981740  =   0.99981349
 DK2085
 DK2085|---------------------------------------------------------------------|
 DK2085| PID    Reference Object                     Distance      Geod. Az  |
 DK2085|                                                           dddmmss.s |
 DK2085| CY6135 GOULD RM 2                           40.528 METERS 01048     |
 DK2085| DK2084 GOULD MUNICIPAL TANK                311.059 METERS 13925     |
 DK2085| CY6133 GOULD AZ MK                                        3082113.2 |
 DK2085| CY6134 GOULD RM 1                           63.884 METERS 31009     |
 DK2085| EH1530 VARNER                              APPROX. 7.7 KM 3164604.9 |
 DK2085|---------------------------------------------------------------------|
 DK2085
 DK2085                          SUPERSEDED SURVEY CONTROL
 DK2085
 DK2085  NAD 83(1986)-  33 59 17.09633(N)    091 33 43.99832(W) AD(       ) 1
 DK2085  NAD 27      -  33 59 16.73200(N)    091 33 43.54800(W) AD(       ) 1
 DK2085  NGVD 29 (07/19/86)   51.05   (m)          167.5    (f) LEVELING    3  
 DK2085
 DK2085.Superseded values are not recommended for survey control.
 DK2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2085.See file dsdata.txt to determine how the superseded data were derived.
 DK2085
 DK2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3279961766(NAD 83)
 DK2085_MARKER: DS = TRIANGULATION STATION DISK
 DK2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2085
 DK2085  HISTORY     - Date     Condition        Report By
 DK2085  HISTORY     - 1940     MONUMENTED       CGS
 DK2085  HISTORY     - 1963     GOOD             CGS
 DK2085
 DK2085                          STATION DESCRIPTION
 DK2085
 DK2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2085'STATION IS LOCATED IN THE N PORTION OF THE TOWN OF GOULD,
 DK2085'ABOUT 0.1 MILE NW OF THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 DK2085'HIGHWAY 114, IN GROUNDS OF THE AMERICAN LEGION HALL, POST 37.
 DK2085'
 DK2085'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK2085'BRONZE DISKS SET IN CONCRETE.
 DK2085'
 DK2085'SURFACE MARK IS FLUSH WITH THE GROUND, 86 FEET S OF THE SW
 DK2085'CORNER OF THE AMERICAN LEGION HALL, 36 FEET E OF A 30-INCH
 DK2085'OAK TREE, 100 FEET E OF THE CENTER OF U.S. HIGHWAY 65 AND
 DK2085'5.7 FEET SW OF A WHITE REFERENCE POST.
 DK2085'
 DK2085'REFERENCE MARK NO. 1 IS NW OF THE STATION AND PROJECTS 8 INCHES.
 DK2085'IT IS 75.6 FEET E OF THE CENTER OF U.S. HIGHWAY 65, 6.2 FEET N OF
 DK2085'A GATEPOST, 88.6 FEET W OF THE NW CORNER OF THE AMERICAN
 DK2085'LEGION HALL.
 DK2085'
 DK2085'REFERENCE MARK NO. 2 IS N OF THE STATION AND PROJECTS 8 INCHES.
 DK2085'IT IS 24 FEET NW OF THE CORNER OF THE AMERICAN LEGION HALL
 DK2085'AND 1 FOOT W OF A FENCE.
 DK2085'
 DK2085'AZIMUTH MARK IS ON THE W SIDE OF U.S. HIGHWAY 65, 0.4 MILE
 DK2085'NW OF STATION AND PROJECTS 10 INCHES.  IT IS 50 FEET W OF THE
 DK2085'CENTER OF U.S. HIGHWAY 65, 2 FEET S OF A FENCE, 21 FEET N OF
 DK2085'THE CENTER OF A DIRT ROAD, 25.3 FEET E OF THE E RAIL OF THE
 DK2085'MISSOURI AND PACIFIC RAILROAD AND 44 FEET WSW OF A WHITE
 DK2085'REFERENCE POST.
 DK2085'
 DK2085'TO REACH STATION FROM GOULD, GO N ON U.S. HIGHWAY 65 TO EDGE
 DK2085'OF TOWN AND AMERICAN LEGION HALL AND STATION ON RIGHT, ON
 DK2085'NE SIDE OF HIGHWAY.
 DK2085'
 DK2085'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK2085
 DK2085                          STATION RECOVERY (1963)
 DK2085
 DK2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DK2085'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 DK2085'REFERENCE MARK NO. 2 WAS NOT RECOVERED FOLLOWING A THOROUGH SEARCH.
 DK2085'THE AZIMUTH MARK WAS NOT RECOVERED.  IT APPEARS TO HAVE BEEN
 DK2085'REMOVED, OR FILLED OVER BY RAILROAD MAINTENANCE.  THE ROUTE
 DK2085'DESCRIPTION WAS ACCURATE, EXCEPT THE AMERICAN LEGION HALL IS
 DK2085'PRESENTLY ENTITLED LIONS CLUB YOUTH CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2084 ***********************************************************************
 DK2084  DESIGNATION -  GOULD MUNICIPAL TANK
 DK2084  PID         -  DK2084
 DK2084  STATE/COUNTY-  AR/LINCOLN
 DK2084  USGS QUAD   -  GOULD (1964)
 DK2084
 DK2084                         *CURRENT SURVEY CONTROL
 DK2084  ___________________________________________________________________
 DK2084* NAD 83(1997)-  33 59 09.42133(N)    091 33 36.11958(W)     ADJUSTED  
 DK2084* NAVD 88     -                                                        
 DK2084  ___________________________________________________________________
 DK2084  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DK2084  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DK2084
 DK2084  HORZ ORDER  -  THIRD
 DK2084
 DK2084.The horizontal coordinates were established by classical geodetic methods
 DK2084.and adjusted by the National Geodetic Survey in September 1999..
 DK2084
 DK2084
 DK2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2084
 DK2084.The geoid height was determined by GEOID03.
 DK2084
 DK2084;                    North         East     Units Scale Factor Converg.
 DK2084;SPC AR S     -   546,411.852   440,649.503   MT  0.99991883   +0 14 46.5
 DK2084;SPC AR S     - 1,792,686.22  1,445,697.58   sFT  0.99991883   +0 14 46.5
 DK2084;UTM  15      - 3,761,532.570   633,004.995   MT  0.99981807   +0 48 18.2
 DK2084
 DK2084                          SUPERSEDED SURVEY CONTROL
 DK2084
 DK2084  NAD 83(1986)-  33 59 09.42957(N)    091 33 36.11360(W) AD(       ) 4
 DK2084  NAD 27      -  33 59 09.06400(N)    091 33 35.66200(W) AD(       ) 3
 DK2084
 DK2084.Superseded values are not recommended for survey control.
 DK2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2084.See file dsdata.txt to determine how the superseded data were derived.
 DK2084
 DK2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3300561533(NAD 83)
 DK2084_MARKER: 53 = ELEVATED TANK
 DK2084
 DK2084  HISTORY     - Date     Condition        Report By
 DK2084  HISTORY     - 1940     FIRST OBSERVED   CGS
 DK2084
 DK2084                          STATION DESCRIPTION
 DK2084
 DK2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2084'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 DK2084'TANK OF GOULD.  THIS TANK IS A STEEL STRUCTURE PAINTED SILVER
 DK2084'ON BLACK STEEL LEGS.  IT IS APPROXIMATELY 100 FEET TO THE
 DK2084'PLATFORM AROUND THE BASE OF THE TANK AND 30 FEET FROM THE
 DK2084'PLATFORM TO THE TOP OF THE CONICAL TOP OF THE TANK.  WELCOME
 DK2084'GOULD ARK IS PAINTED ON THE N AND S SIDES OF THE TANK.  THE
 DK2084'TANK HAS A SLENDER APPEARANCE WHEN VIEWED FROM A DISTANCE.
 DK2084'THE TANK IS LOCATED ON THE E SIDE OF GOULD.  IT IS ABOUT
 DK2084'0.1 MILE E OF U.S. HIGHWAY 65.  THIS IS AN INTERSECTION
 DK2084'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0943 ***********************************************************************
 FH0943  DESIGNATION -  GOVERNMENT
 FH0943  PID         -  FH0943
 FH0943  STATE/COUNTY-  AR/CRAWFORD
 FH0943  USGS QUAD   -  FERN (1983)
 FH0943
 FH0943                         *CURRENT SURVEY CONTROL
 FH0943  ___________________________________________________________________
 FH0943* NAD 83(1997)-  35 44 17.70010(N)    094 02 28.96611(W)     ADJUSTED  
 FH0943* NAVD 88     -       706.3    (meters)    2317.     (feet)  VERTCON   
 FH0943  ___________________________________________________________________
 FH0943  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 FH0943  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FH0943
 FH0943  HORZ ORDER  -  FIRST
 FH0943
 FH0943.The horizontal coordinates were established by classical geodetic methods
 FH0943.and adjusted by the National Geodetic Survey in September 1999..
 FH0943
 FH0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0943
 FH0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0943
 FH0943.The geoid height was determined by GEOID03.
 FH0943
 FH0943;                    North         East     Units Scale Factor Converg.
 FH0943;SPC AR N     -   157,778.264   215,359.788   MT  0.99993953   -1 11 16.4
 FH0943;SPC AR N     -   517,644.19    706,559.57   sFT  0.99993953   -1 11 16.4
 FH0943;UTM  15      - 3,955,417.065   405,832.109   MT  0.99970927   -0 36 29.9
 FH0943
 FH0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0943!SPC AR N     -   0.99989358  x   0.99993953  =   0.99983312
 FH0943!UTM  15      -   0.99989358  x   0.99970927  =   0.99960288
 FH0943
 FH0943|---------------------------------------------------------------------|
 FH0943| PID    Reference Object                     Distance      Geod. Az  |
 FH0943|                                                           dddmmss.s |
 FH0943| FH0942 GOVERNMENT STA MK                     5.646 METERS 12457     |
 FH0943| FH0941 GOVERNMENT RM                        14.381 METERS 12526     |
 FH0943| CI1047 GOVERNMENT RM 1                       8.979 METERS 16734     |
 FH0943| CI1046 GOVERNMENT AZ MK                                   2784627.1 |
 FH0943| FH0933 MT GAYLER OBSERVATION TOWER         APPROX. 6.8 KM 2820543.5 |
 FH0943|---------------------------------------------------------------------|
 FH0943
 FH0943                          SUPERSEDED SURVEY CONTROL
 FH0943
 FH0943  NAD 83(1997)-  35 44 17.71060(N)    094 02 28.96544(W) AD(       ) 1
 FH0943  NAD 83(1986)-  35 44 17.70936(N)    094 02 28.96285(W) AD(       ) 1
 FH0943  NAD 27      -  35 44 17.41909(N)    094 02 28.24164(W) AD(       ) 1
 FH0943  NGVD 29 (07/19/86)  706.2    (m)         2317.     (f) VERT ANG       
 FH0943
 FH0943.Superseded values are not recommended for survey control.
 FH0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0943.See file dsdata.txt to determine how the superseded data were derived.
 FH0943
 FH0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0583255417(NAD 83)
 FH0943_MARKER: DS = TRIANGULATION STATION DISK
 FH0943_SETTING: 66 = SET IN ROCK OUTCROP
 FH0943
 FH0943  HISTORY     - Date     Condition        Report By
 FH0943  HISTORY     - 1971     MONUMENTED       NGS
 FH0943
 FH0943                          STATION DESCRIPTION
 FH0943
 FH0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0943'THE STATION IS LOCATED ABOUT 8 MILES NORTH AND 7 MILES EAST OF
 FH0943'MOUNTAINBURG, 4 MILES SOUTH AND 5-1/2 MILES EAST OF WINSLOW, 1 MILE
 FH0943'SOUTH AND 4 MILES EAST OF MOUNT GAYLER, IN THE SOUTHEAST 1/4
 FH0943'SECTION OF SECTION 2, R. 29 W. T. 12 N., AND ON PROPERTY LEASED BY
 FH0943'MR. ORA PROVENCE, PHONE 369-2622.
 FH0943'
 FH0943'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAINBURG, GO
 FH0943'NORTHERLY ON U. S. HIGHWAY 71 FOR 10.1 MILES TO A GRADED ROAD
 FH0943'NUMBERED 1700 ON RIGHT AND A SIGN WINFREY VALLEY-WHITE ROCK TOWER.
 FH0943'TURN RIGHT AND FOLLOW ROAD 1700 EASTERLY FOR 1.5 MILES TO A FORK.
 FH0943'KEEP LEFT AND GO NORTHEASTERLY FOR 0.9 MILE TO A T-ROAD.  TURN RIGHT
 FH0943'AND GO SOUTHEAST AND EAST TOWARD BIDVILLE FOR 2.0 MILES TO A
 FH0943'BRIDGE OVER FROG BAYOU.  CONTINUE AHEAD FOR 3.65 MILES TO THE TOP OF
 FH0943'A HILL AND A REVERSE FORK ON THE LEFT JUST BEFORE CROSSING THE
 FH0943'ARKLA GAS LINE.  TURN A SHARP LEFT AND GO WESTERLY 0.55 MILE TO A
 FH0943'FORK.  (TO REACH THE AZIMUTH MARK FROM HERE, KEEP LEFT AND GO
 FH0943'WESTERLY ON TRACK ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.) TO
 FH0943'CONTINUE TO STATION KEEP RIGHT AT FORK AND GO 100 FEET TO AN
 FH0943'OLD WOODEN GATE.  PASS THROUGH GATE AND GO NORTHERLY KEEPING TO
 FH0943'THE LEFT OF AN OLD HOUSE FOR 250 FEET TO A GATE.  PASS THROUGH
 FH0943'GATE BEARING RIGHT AND FOLLOWING THE TRACK ROAD NORTHEAST UP HILL
 FH0943'FOR 0.05 MILE TO A FENCE ON LEFT AND AN OPEN AREA.  BEAR LEFT AND
 FH0943'GO NORTHERLY ACROSS THE OPEN AREA FOR 0.05 MILE TO THE SOUTH EDGE
 FH0943'OF WOODS AND END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERLY UP
 FH0943'HILL THROUGH WOODS AREA FOR 125 YARDS TO THE SOUTH SIDE OF A ROCK
 FH0943'LEDGE.  BEAR RIGHT AND GO EASTERLY AND NORTH AROUND THE ROCK
 FH0943'LEDGE FOR ABOUT 50 YARDS.  TURN LEFT AND GO SOUTHWEST UP BREAK
 FH0943'IN THE ROCK LEDGE FOR ABOUT 50 FEET TO THE STATION ON TOP OF THE
 FH0943'HILL.
 FH0943'
 FH0943'THE STATION MARK IS A STANDARD DISK STAMPED GOVERNMENT 1971.  THE
 FH0943'MARK IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A LARGE
 FH0943'BEDROCK FORMATION THAT IS ON THE HIGHEST PART OF THE HILL.
 FH0943'
 FH0943'REFERENCE MARK 1, A STANDARD DISK STAMPED GOVERNMENT NO 1 1971, IS
 FH0943'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE LARGE
 FH0943'BEDROCK FORMATION.  IT IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE
 FH0943'STATION.
 FH0943'
 FH0943'(USGS) STATION MARK, IS A STANDARD U. S. GEOLOGICAL SURVEY DISK WITH
 FH0943'NO STAMPING.  IT IS CEMENTED IN A DRILL HOLE IN THE APPROXIMATE
 FH0943'CENTER OF THE LARGE BEDROCK FORMATION.
 FH0943'
 FH0943'(USGS) REFERENCE MARK, IS A STANDARD U. S. GEOLOGICAL SURVEY DISK
 FH0943'WITH NO STAMPING.  IT IS CEMENTED IN A DRILL HOLE ON THE EAST SIDE OF
 FH0943'THE BEDROCK FORMATION.
 FH0943'
 FH0943'AZIMUTH MARK, A STANDARD DISK STAMPED GOVERNMENT 1971, IS CEMENTED IN
 FH0943'A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 FH0943'IS 62 FEET WEST OF A POWER LINE POLE, 57.5 FEET EAST-NORTHEAST OF
 FH0943'THE NORTHEAST CORNER OF AN ABANDONED HOUSE, 9 FEET SOUTH OF THE
 FH0943'CENTER OF A TRACK ROAD AND 3.8 FEET NORTHWEST OF A METAL WITNESS
 FH0943'POST.
 FH0943'
 FH0943'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0941 ***********************************************************************
 FH0941  DESIGNATION -  GOVERNMENT RM
 FH0941  PID         -  FH0941
 FH0941  STATE/COUNTY-  AR/CRAWFORD
 FH0941  USGS QUAD   -  FERN (1983)
 FH0941
 FH0941                         *CURRENT SURVEY CONTROL
 FH0941  ___________________________________________________________________
 FH0941* NAD 83(1997)-  35 44 17.42954(N)    094 02 28.49984(W)     ADJUSTED  
 FH0941* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 FH0941  ___________________________________________________________________
 FH0941  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 FH0941  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FH0941
 FH0941  HORZ ORDER  -  SECOND
 FH0941
 FH0941.The horizontal coordinates were established by classical geodetic methods
 FH0941.and adjusted by the National Geodetic Survey in September 1999..
 FH0941
 FH0941.The orthometric height was scaled from a topographic map.
 FH0941
 FH0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0941
 FH0941.The geoid height was determined by GEOID03.
 FH0941
 FH0941;                    North         East     Units Scale Factor Converg.
 FH0941;SPC AR N     -   157,769.684   215,371.328   MT  0.99993953   -1 11 16.1
 FH0941;SPC AR N     -   517,616.04    706,597.43   sFT  0.99993953   -1 11 16.1
 FH0941;UTM  15      - 3,955,408.605   405,843.732   MT  0.99970924   -0 36 29.6
 FH0941
 FH0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0941!SPC AR N     -   0.99989361  x   0.99993953  =   0.99983315
 FH0941!UTM  15      -   0.99989361  x   0.99970924  =   0.99960288
 FH0941
 FH0941                          SUPERSEDED SURVEY CONTROL
 FH0941
 FH0941  NAD 83(1997)-  35 44 17.44004(N)    094 02 28.49917(W) AD(       ) 2
 FH0941  NAD 83(1986)-  35 44 17.43881(N)    094 02 28.49657(W) AD(       ) 2
 FH0941  NAD 27      -  35 44 17.14855(N)    094 02 27.77540(W) AD(       ) 2
 FH0941
 FH0941.Superseded values are not recommended for survey control.
 FH0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0941.See file dsdata.txt to determine how the superseded data were derived.
 FH0941
 FH0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0584455409(NAD 83)
 FH0941_MARKER: DD = SURVEY DISK
 FH0941_SETTING: 66 = SET IN ROCK OUTCROP
 FH0941_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FH0941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0941+STABILITY: POSITION/ELEVATION WELL
 FH0941
 FH0941  HISTORY     - Date     Condition        Report By
 FH0941  HISTORY     - 1971     MONUMENTED       USGS
 FH0941
 FH0941                          STATION DESCRIPTION
 FH0941
 FH0941'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FH0941'THE STATION IS LOCATED ABOUT 8 MILES NORTH AND 7 MILES EAST OF
 FH0941'MOUNTAINBURG, 4 MILES SOUTH AND 5-1/2 MILES EAST OF WINSLOW, 1 MILE
 FH0941'SOUTH AND 4 MILES EAST OF MOUNT GAYLER, IN THE SOUTHEAST 1/4
 FH0941'SECTION OF SECTION 2, R. 29 W. T. 12 N., AND ON PROPERTY LEASED BY
 FH0941'MR. ORA PROVENCE, PHONE 369-2622.
 FH0941'
 FH0941'TO REACH STATION GOVERNMENT FROM THE POST OFFICE IN MOUNTAINBURG, GO
 FH0941'NORTHERLY ON U. S. HIGHWAY 71 FOR 10.1 MILES TO A GRADED ROAD
 FH0941'NUMBERED 1700 ON RIGHT AND A SIGN WINFREY VALLEY-WHITE ROCK TOWER.
 FH0941'TURN RIGHT AND FOLLOW ROAD 1700 EASTERLY FOR 1.5 MILES TO A FORK.
 FH0941'KEEP LEFT AND GO NORTHEASTERLY FOR 0.9 MILE TO A T-ROAD.  TURN RIGHT
 FH0941'AND GO SOUTHEAST AND EAST TOWARD BIDVILLE FOR 2.0 MILES TO A
 FH0941'BRIDGE OVER FROG BAYOU.  CONTINUE AHEAD FOR 3.65 MILES TO THE TOP OF
 FH0941'A HILL AND A REVERSE FORK ON THE LEFT JUST BEFORE CROSSING THE
 FH0941'ARKLA GAS LINE.  TURN A SHARP LEFT AND GO WESTERLY 0.55 MILE TO A
 FH0941'FORK.  (TO REACH THE AZIMUTH MARK FROM HERE, KEEP LEFT AND GO
 FH0941'WESTERLY ON TRACK ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.) TO
 FH0941'CONTINUE TO STATION KEEP RIGHT AT FORK AND GO 100 FEET TO AN
 FH0941'OLD WOODEN GATE.  PASS THROUGH GATE AND GO NORTHERLY KEEPING TO
 FH0941'THE LEFT OF AN OLD HOUSE FOR 250 FEET TO A GATE.  PASS THROUGH
 FH0941'GATE BEARING RIGHT AND FOLLOWING THE TRACK ROAD NORTHEAST UP HILL
 FH0941'FOR 0.05 MILE TO A FENCE ON LEFT AND AN OPEN AREA.  BEAR LEFT AND
 FH0941'GO NORTHERLY ACROSS THE OPEN AREA FOR 0.05 MILE TO THE SOUTH EDGE
 FH0941'OF WOODS AND END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERLY UP
 FH0941'HILL THROUGH WOODS AREA FOR 125 YARDS TO THE SOUTH SIDE OF A ROCK
 FH0941'LEDGE.  BEAR RIGHT AND GO EASTERLY AND NORTH AROUND THE ROCK
 FH0941'LEDGE FOR ABOUT 50 YARDS.  TURN LEFT AND GO SOUTHWEST UP BREAK
 FH0941'IN THE ROCK LEDGE FOR ABOUT 50 FEET TO STATION GOVERNMENT ON TOP OF
 FH0941'THE HILL.
 FH0941'
 FH0941'(USGS) REFERENCE MARK, IS A STANDARD U. S. GEOLOGICAL SURVEY DISK
 FH0941'WITH NO STAMPING.  IT IS CEMENTED IN A DRILL HOLE ON THE EAST SIDE OF
 FH0941'THE BEDROCK FORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0942 ***********************************************************************
 FH0942  DESIGNATION -  GOVERNMENT STA MK
 FH0942  PID         -  FH0942
 FH0942  STATE/COUNTY-  AR/CRAWFORD
 FH0942  USGS QUAD   -  FERN (1983)
 FH0942
 FH0942                         *CURRENT SURVEY CONTROL
 FH0942  ___________________________________________________________________
 FH0942* NAD 83(1997)-  35 44 17.59514(N)    094 02 28.78195(W)     ADJUSTED  
 FH0942* NAVD 88     -       705.7    (meters)    2315.     (feet)  VERTCON   
 FH0942  ___________________________________________________________________
 FH0942  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 FH0942  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FH0942
 FH0942  HORZ ORDER  -  SECOND
 FH0942
 FH0942.The horizontal coordinates were established by classical geodetic methods
 FH0942.and adjusted by the National Geodetic Survey in September 1999..
 FH0942
 FH0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0942
 FH0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0942
 FH0942.The geoid height was determined by GEOID03.
 FH0942
 FH0942;                    North         East     Units Scale Factor Converg.
 FH0942;SPC AR N     -   157,774.934   215,364.347   MT  0.99993953   -1 11 16.2
 FH0942;SPC AR N     -   517,633.26    706,574.53   sFT  0.99993953   -1 11 16.2
 FH0942;UTM  15      - 3,955,413.782   405,836.700   MT  0.99970926   -0 36 29.8
 FH0942
 FH0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0942!SPC AR N     -   0.99989368  x   0.99993953  =   0.99983321
 FH0942!UTM  15      -   0.99989368  x   0.99970926  =   0.99960297
 FH0942
 FH0942                          SUPERSEDED SURVEY CONTROL
 FH0942
 FH0942  NAD 83(1997)-  35 44 17.60564(N)    094 02 28.78128(W) AD(       ) 2
 FH0942  NAD 83(1986)-  35 44 17.60441(N)    094 02 28.77868(W) AD(       ) 2
 FH0942  NAD 27      -  35 44 17.31412(N)    094 02 28.05746(W) AD(       ) 2
 FH0942  NGVD 29 (07/19/86)  705.6    (m)         2315.     (f) VERT ANG       
 FH0942
 FH0942.Superseded values are not recommended for survey control.
 FH0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0942.See file dsdata.txt to determine how the superseded data were derived.
 FH0942
 FH0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0583755414(NAD 83)
 FH0942_MARKER: DD = SURVEY DISK
 FH0942_SETTING: 66 = SET IN ROCK OUTCROP
 FH0942_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FH0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0942+STABILITY: POSITION/ELEVATION WELL
 FH0942
 FH0942  HISTORY     - Date     Condition        Report By
 FH0942  HISTORY     - UNK      MONUMENTED       USGS
 FH0942  HISTORY     - 1971     GOOD             USGS
 FH0942
 FH0942                          STATION DESCRIPTION
 FH0942
 FH0942'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (ILC)
 FH0942'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, UNSTAMPED,
 FH0942'CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A LARGE
 FH0942'BEDROCK FORMATION ON TOP OF A PROMINENT HILL IN THE SOUTHEAST
 FH0942'1/4 OF SECTION 2 R. 29 W., T. 12 N., ON PROPERTY LEASED BY ORA
 FH0942'PROVENCE, TELEPHONE NUMBER 369-2622.
 FH0942'
 FH0942'IT IS ABOUT 8 MILES NORTH AND 7 MILES EAST OF MOUNTAINBURG, 4 MILES
 FH0942'SOUTH AND 5-1/2 MILES EAST OF WINSLOW AND 1 MILE SOUTH AND 4 MILES
 FH0942'EAST OF MOUNT GAYLER.
 FH0942'
 FH0942'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAINBURG, GO
 FH0942'NORTHERLY ON U.S. HIGHWAY 71 FOR 10.1 MILES TO A GRAVELED SIDE
 FH0942'ROAD ON THE RIGHT NUMBERED 1700.  TURN RIGHT AND GO EASTERLY ON
 FH0942'ROAD 1700 FOR 1.5 MILES TO A FORK.  KEEP LEFT AND GO NORTHEASTERLY
 FH0942'FOR 0.9 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST AND EAST
 FH0942'TOWARD BIDVILLE FOR 2.0 MILES TO A BRIDGE OVER FROG BAYOU.
 FH0942'CONTINUE AHEAD FOR 3.65 MILES TO THE TOP OF A HILL AND A
 FH0942'REVERSE FORK ON THE LEFT JUST BEFORE CROSSING THE ARKLA GAS
 FH0942'LINE.  TURN SHARP LEFT AND GO WESTERLY ON A TRACK ROAD FOR
 FH0942'0.55 MILE TO A FORK.  KEEP RIGHT FOR ABOUT 100 FEET TO AN
 FH0942'OLD WOODEN GATE.  PASS THROUGH THE GATE AND GO NORTHERLY,
 FH0942'KEEPING TO THE LEFT OF AN OLD HOUSE FOR 250 FEET TO ANOTHER
 FH0942'GATE.  PASS THROUGH THE GATE AND GO NORTHEAST ON A TRACK ROAD
 FH0942'FOR 0.05 MILE TO A FENCE ON THE LEFT AND AN OPEN AREA.  BEAR
 FH0942'LEFT AND GO NORTH ACROSS THE OPEN AREA FOR 0.05 MILE TO THE SOUTH
 FH0942'EDGE OF THE WOODS AND END OF TRUCK TRAVEL.  FROM HERE, PACK
 FH0942'NORTH, UPHILL, FOR ABOUT 125 YARDS TO THE SOUTH SIDE OF A ROCK
 FH0942'LEDGE.  BEAR RIGHT AND GO EAST AND NORTH AROUND THE LEDGE FOR
 FH0942'ABOUT 50 YARDS TO A BREAK IN THE LEDGE.  TURN LEFT AND GO SOUTHWEST
 FH0942'UP THE BREAK IN THE LEDGE FOR ABOUT 50 FEET TO THE STATION AT
 FH0942'THE TOP OF THE HILL.
 FH0942'
 FH0942'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GOVERNMENT,
 FH0942'THE DISTANCE BEING 18.53 FEET OR 5.647 METERS SOUTHEAST OF STATION
 FH0942'GOVERNMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7968 ***********************************************************************
 DF7968  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7968  DESIGNATION -  GR 33459115
 DF7968  PID         -  DF7968
 DF7968  STATE/COUNTY-  AR/DESHA
 DF7968  USGS QUAD   -  MC ARTHUR (1981)
 DF7968
 DF7968                         *CURRENT SURVEY CONTROL
 DF7968  ___________________________________________________________________
 DF7968* NAD 83(1997)-  33 44 56.93920(N)    091 15 17.49801(W)     ADJUSTED  
 DF7968* NAVD 88     -        51.63   (meters)     169.4    (feet)  GPS OBS   
 DF7968  ___________________________________________________________________
 DF7968  X           -    -116,260.849 (meters)                     COMP
 DF7968  Y           -  -5,307,514.698 (meters)                     COMP
 DF7968  Z           -   3,523,359.139 (meters)                     COMP
 DF7968  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 DF7968  ELLIP HEIGHT-          25.17  (meters)          (03/17/04) GPS OBS
 DF7968  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DF7968
 DF7968  HORZ ORDER  -  B
 DF7968  ELLP ORDER  -  FOURTH    CLASS II
 DF7968
 DF7968.The horizontal coordinates were established by GPS observations
 DF7968.and adjusted by the National Geodetic Survey in September 2003..
 DF7968
 DF7968.The orthometric height was determined by GPS observations and a
 DF7968.high-resolution geoid model using precise GPS observation and
 DF7968.processing techniques.
 DF7968
 DF7968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7968
 DF7968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7968
 DF7968.The ellipsoidal height was determined by GPS observations
 DF7968.and is referenced to NAD 83.
 DF7968
 DF7968.The geoid height was determined by GEOID03.
 DF7968
 DF7968;                    North         East     Units Scale Factor Converg.
 DF7968;SPC AR S     -   520,311.844   469,035.852   MT  0.99993079   +0 25 01.4
 DF7968;SPC AR S     - 1,707,056.44  1,538,828.46   sFT  0.99993079   +0 25 01.4
 DF7968;UTM  15      - 3,735,710.627   661,641.667   MT  0.99992211   +0 58 11.1
 DF7968
 DF7968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7968!SPC AR S     -   0.99999605  x   0.99993079  =   0.99992684
 DF7968!UTM  15      -   0.99999605  x   0.99992211  =   0.99991816
 DF7968
 DF7968                          SUPERSEDED SURVEY CONTROL
 DF7968
 DF7968  ELLIP H (09/08/03)   25.20   (m)                       GP(       ) 4 1
 DF7968
 DF7968.Superseded values are not recommended for survey control.
 DF7968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7968.See file dsdata.txt to determine how the superseded data were derived.
 DF7968
 DF7968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6164235711(NAD 83)
 DF7968_MARKER: DD = SURVEY DISK
 DF7968_SETTING: 0 = UNSPECIFIED SETTING
 DF7968_STAMPING: GR33459115 2002
 DF7968_MARK LOGO: USACE 
 DF7968_PROJECTION: FLUSH
 DF7968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7968+STABILITY: POSITION/ELEVATION WELL
 DF7968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7968+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 DF7968_ROD/PIPE-DEPTH: 20.2 meters
 DF7968_SLEEVE-DEPTH  :  0.9 meters
 DF7968
 DF7968  HISTORY     - Date     Condition        Report By
 DF7968  HISTORY     - 20020404 MONUMENTED       USACE
 DF7968  HISTORY     - 20020913 GOOD             PYBURN
 DF7968
 DF7968                          STATION DESCRIPTION
 DF7968
 DF7968'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7968'MARK IS LOCATED 11.5 MILES (18.5 KILOMETERS) NORTHEAST OF MCGEHEE,
 DF7968'ARKANSAS. TO REACH
 DF7968'THE MARK FROM THE U.S. HIGHWAYS 65/165 AND ARKANSAS STATE HIGHWAY 1
 DF7968'OVERPASS IN
 DF7968'NORTHEAST MCGEHEE, ARKANSAS, PROCEED NORTHEAST ALONG ARKANSAS STATE
 DF7968'HIGHWAY 1 FOR
 DF7968'9.0 MILES (14.5 KILOMETERS) TO ITS JUNCTION WITH ARKANSAS STATE
 DF7968'HIGHWAY 4. CONTINUE
 DF7968'NORTHEAST ALONG ARKANSAS STATE HIGHWAY 1 FOR 2.2 MILES (3.5
 DF7968'KILOMETERS) TO ITS
 DF7968'INTERSECTION WITH COOKS RAMP ROAD ON THE RIGHT IN THE COMMUNITY OF
 DF7968'ROWHER, ARKANSAS.
 DF7968'TURN RIGHT AND PROCEED EAST ALONG COOKS RAMP ROAD FOR 0.1 MILES (0.2
 DF7968'KILOMETERS) TO ITS
 DF7968'JUNCTION WITH ROWHER LANE ON THE RIGHT AT A 90 DEGREE CURVE. PROCEED
 DF7968'EAST ALONG
 DF7968'ROWHER LANE FOR 1.5 MILES (2.4 KILOMETERS) TO THE TOP OF THE
 DF7968'MISSISSIPPI RIVER LEVEE. TURN
 DF7968'RIGHT AND PROCEED SOUTHWEST ALONG THE TOP OF THE LEVEE ROAD FOR 0.4
 DF7968'MILES (0.6
 DF7968'KILOMETERS) TO A CURVE IN THE LEVEE TO THE LEFT AND THE MARK ON THE
 DF7968'RIGHT. MARK IS
 DF7968'LOCATED 27.0 FEET (8.2 METERS) WEST OF THE CENTERLINE OF THE GRAVEL
 DF7968'ROAD ON TOP OF THE
 DF7968'LEVEE, 176.0 FEET (53.6 METERS) EAST OF A 30 INCH PECAN TREE AT THE
 DF7968'WEST TOE OF THE LEVEE
 DF7968'AND 2.0 FEET (0.6 METERS) SOUTHEAST OF A CARSONITE WITNESS POST. A
 DF7968'STAINLESS STEEL ROD
 DF7968'WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7968'STAMPED GR
 DF7968'33459115 2002. MARK IS RECESSED 10 CENTIMETERS UNDER ACCESS COVER.
 DF7968'SECTION 13, TOWNSHIP 11 SOUTH, RANGE 2 WEST.
 DF7968' 
 DF7968'
 DF7968
 DF7968                          STATION RECOVERY (2002)
 DF7968
 DF7968'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DF7968'THE STATION IS LOCATED ON THE WEST BANK OF THE MISSISSIPPI RIVER,11
 DF7968'MILES NORTHEAST OF MCGEHEE, ARKANSAS, 30 MILES WEST OF CLEVELAND,
 DF7968'MISSISSIPPI, 27 MILESNORTHWEST OF GREENVILLE, MISSISSIPPI, AND 29
 DF7968'MILES NORTH OF LAKE VILLAGE, ARKANSASOWNERSHIP IS BY USCETO REACH THE
 DF7968'STATION FROM THE MCGEHEE, ARKANSAS FROM THEINTERSECTION OF U.S.  ROUTE
 DF7968'278 AND STATE ROUTE 1 PROCEED 9 MILES NORTHEASTERLYON STATEROUTE 1 TO
 DF7968'THE INTERSECTION OF STATE ROUTE 4, CONTINUE ON STATE ROUTE 1 FOR
 DF7968'ANOTHER 2.2 MILESTO ITS INTERSECTION WITH COOKS RAMP ROAD IN THE SMALL
 DF7968'COMMUNITY OF ROHWER, TURN RIGHT ONCOOKS RAMP ROAD AND PROCEED EASTERLY
 DF7968'0.10 MILES TO ROHWER LANE ROAD,PROCEED EASTERLYON ROHWER LANE ROAD FOR
 DF7968'1.45 MILES TO THE TOP OF THE MISSISSIPPI RIVER LEVEE, PROCEED0.4 MILES
 DF7968'SOUTHERLY ALONG THE TOP OF THE LEVEE TO THE STATION ON THE RIGHT.THE
 DF7968'STATION IS LOCATED 27 FEET EAST OF THECENTERLINE OF THE MISSISSIPPI
 DF7968'RIVER LEVEE (LEVEE ROAD) AT LEVEE STATION 115+00, IT IS 1.5 FEETEAST
 DF7968'OF A WITNESS POST.  THE STATION IS LOCATED WHERE THE LEVEE CURVES.THE
 DF7968'STATION IS A 1/2 INCH COPPER CLAD STEEL ROD ON THE LANDSIDE CROWN OF
 DF7968'THE LEVEE, ITIS ENCLOSED IN AN ALUMINUM SLEEVE WITH A HINGED ACCESS
 DF7968'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7967 ***********************************************************************
 DF7967  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7967  DESIGNATION -  GR 34009100
 DF7967  PID         -  DF7967
 DF7967  STATE/COUNTY-  AR/DESHA
 DF7967  USGS QUAD   -  LACONIA (1982)
 DF7967
 DF7967                         *CURRENT SURVEY CONTROL
 DF7967  ___________________________________________________________________
 DF7967* NAD 83(1997)-  34 01 44.67692(N)    090 59 58.16178(W)     ADJUSTED  
 DF7967* NAVD 88     -        47.32   (meters)     155.2    (feet)  GPS OBS   
 DF7967  ___________________________________________________________________
 DF7967  X           -     -92,301.758 (meters)                     COMP
 DF7967  Y           -  -5,290,666.242 (meters)                     COMP
 DF7967  Z           -   3,549,131.632 (meters)                     COMP
 DF7967  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 DF7967  ELLIP HEIGHT-          20.80  (meters)          (09/08/03) GPS OBS
 DF7967  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DF7967
 DF7967  HORZ ORDER  -  B
 DF7967  ELLP ORDER  -  FOURTH    CLASS I
 DF7967
 DF7967.The horizontal coordinates were established by GPS observations
 DF7967.and adjusted by the National Geodetic Survey in September 2003..
 DF7967
 DF7967.The orthometric height was determined by GPS observations and a
 DF7967.high-resolution geoid model using precise GPS observation and
 DF7967.processing techniques.
 DF7967
 DF7967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7967
 DF7967.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7967
 DF7967.The ellipsoidal height was determined by GPS observations
 DF7967.and is referenced to NAD 83.
 DF7967
 DF7967.The geoid height was determined by GEOID03.
 DF7967
 DF7967;                    North         East     Units Scale Factor Converg.
 DF7967;SPC AR S     -   551,559.312   492,391.449   MT  0.99991847   +0 33 35.9
 DF7967;SPC AR S     - 1,809,574.18  1,615,454.28   sFT  0.99991847   +0 33 35.9
 DF7967;UTM  15      - 3,767,184.801   684,693.985   MT  1.00002052   +1 07 11.4
 DF7967
 DF7967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7967!SPC AR S     -   0.99999673  x   0.99991847  =   0.99991521
 DF7967!UTM  15      -   0.99999673  x   1.00002052  =   1.00001725
 DF7967
 DF7967                          SUPERSEDED SURVEY CONTROL
 DF7967
 DF7967.No superseded survey control is available for this station.
 DF7967
 DF7967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8469467185(NAD 83)
 DF7967_MARKER: A = ALUMINUM MARKER
 DF7967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7967_STAMPING: GR 34009100 2002
 DF7967_MARK LOGO: USACE 
 DF7967_PROJECTION: FLUSH
 DF7967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7967+STABILITY: POSITION/ELEVATION WELL
 DF7967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7967+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2002
 DF7967_ROD/PIPE-DEPTH: 45.7 meters
 DF7967_SLEEVE-DEPTH  :  0.9 meters
 DF7967
 DF7967  HISTORY     - Date     Condition        Report By
 DF7967  HISTORY     - 20020403 MONUMENTED       USACE
 DF7967
 DF7967                          STATION DESCRIPTION
 DF7967
 DF7967'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7967'MARK IS LOCATED 24.0 MILES (38.6 KILOMETERS) SOUTH OF ELAINE, ARKANSAS
 DF7967'ON TOP OF THE
 DF7967'MISSISSIPPI RIVER LEVEE. TO REACH THE MARK FROM THE INTERSECTION OF
 DF7967'ARKANSAS STATE
 DF7967'HIGHWAY 20 AND ARKANSAS STATE HIGHWAY 85 IN ELAINE, ARKANSAS, PROCEED
 DF7967'SOUTH ALONG
 DF7967'ARKANSAS STATE HIGHWAY 85 FOR 20.9 MILES (33.6 KILOMETERS) TO A POINT
 DF7967'WHERE ARKANSAS
 DF7967'STATE HIGHWAY 85 TURNS RIGHT (WEST), NICKEY ROAD IS TO THE LEFT (EAST)
 DF7967'AND LACONIA CIRCLE
 DF7967'ROAD PROCEEDS SOUTH. PROCEED SOUTH ALONG LACONIA CIRLCE ROAD FOR 2.5
 DF7967'MILES (4.0
 DF7967'KILOMETERS) TO A GRAVEL ROAD ON THE LEFT WITH A LOCKED METAL GATE THAT
 DF7967'LEADS TO THE
 DF7967'MISSISSIPPI RIVER LEVEE AND THE MARK ON THE LEFT. MARK IS LOCATED 26.0
 DF7967'FEET (7.9 METERS)
 DF7967'SOUTH OF LACONIA CIRCLE ROAD, 17.5 FEET (5.3 METERS) WEST OF A GRAVEL
 DF7967'ROAD LEADING TO
 DF7967'LOCKED GATE, 133.0 FEET (40.5 METERS) NORTH OF THE NORTHWEST WOODEN
 DF7967'POST FOR GATE AND
 DF7967'2.0 FEET (0.6 METERS) NORTHEAST OF A CARSONITE WITNESS POST. A
 DF7967'STAINLESS STEEL ROD WITH A
 DF7967'DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7967'STAMPED GR 34009100
 DF7967'2002. MARK IS RECESSED 8 CENTIMETERS UNDER ACCESS COVER.
 DF7967'SECTION 3, TOWNSHIP 8 SOUTH, RANGE 1 EAST.
 DF7967' 
 DF7967'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7966 ***********************************************************************
 DF7966  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7966  DESIGNATION -  GR 34009130
 DF7966  PID         -  DF7966
 DF7966  STATE/COUNTY-  AR/LINCOLN
 DF7966  USGS QUAD   -  GILLETT (1972)
 DF7966
 DF7966                         *CURRENT SURVEY CONTROL
 DF7966  ___________________________________________________________________
 DF7966* NAD 83(1997)-  34 00 06.87969(N)    091 29 45.66620(W)     ADJUSTED  
 DF7966* NAVD 88     -        51.11   (meters)     167.7    (feet)  GPS OBS   
 DF7966  ___________________________________________________________________
 DF7966  X           -    -138,191.081 (meters)                     COMP
 DF7966  Y           -  -5,291,356.288 (meters)                     COMP
 DF7966  Z           -   3,546,636.267 (meters)                     COMP
 DF7966  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DF7966  ELLIP HEIGHT-          24.98  (meters)          (09/08/03) GPS OBS
 DF7966  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DF7966
 DF7966  HORZ ORDER  -  B
 DF7966  ELLP ORDER  -  FOURTH    CLASS I
 DF7966
 DF7966.The horizontal coordinates were established by GPS observations
 DF7966.and adjusted by the National Geodetic Survey in September 2003..
 DF7966
 DF7966.The orthometric height was determined by GPS observations and a
 DF7966.high-resolution geoid model using precise GPS observation and
 DF7966.processing techniques.
 DF7966
 DF7966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7966
 DF7966.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7966
 DF7966.The ellipsoidal height was determined by GPS observations
 DF7966.and is referenced to NAD 83.
 DF7966
 DF7966.The geoid height was determined by GEOID03.
 DF7966
 DF7966;                    North         East     Units Scale Factor Converg.
 DF7966;SPC AR S     -   548,209.347   446,555.214   MT  0.99991863   +0 16 55.5
 DF7966;SPC AR S     - 1,798,583.50  1,465,073.23   sFT  0.99991863   +0 16 55.5
 DF7966;UTM  15      - 3,763,387.424   638,892.355   MT  0.99983781   +0 50 28.3
 DF7966
 DF7966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7966!SPC AR S     -   0.99999608  x   0.99991863  =   0.99991471
 DF7966!UTM  15      -   0.99999608  x   0.99983781  =   0.99983389
 DF7966
 DF7966                          SUPERSEDED SURVEY CONTROL
 DF7966
 DF7966.No superseded survey control is available for this station.
 DF7966
 DF7966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3889263387(NAD 83)
 DF7966_MARKER: A = ALUMINUM MARKER
 DF7966_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7966_STAMPING: GR 34009130 2002
 DF7966_MARK LOGO: USACE 
 DF7966_PROJECTION: FLUSH
 DF7966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7966+STABILITY: POSITION/ELEVATION WELL
 DF7966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7966+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2002
 DF7966_ROD/PIPE-DEPTH: 11.8 meters
 DF7966_SLEEVE-DEPTH  :  0.9 meters
 DF7966
 DF7966  HISTORY     - Date     Condition        Report By
 DF7966  HISTORY     - 20020404 MONUMENTED       USACE
 DF7966
 DF7966                          STATION DESCRIPTION
 DF7966
 DF7966'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7966'MARK IS LOCATED 4.0 MILES (6.4 KILOMETERS) NORTHEAST OF GOULD,
 DF7966'ARKANSAS. TO REACH MARK
 DF7966'FROM THE JUNCTION OF U.S. HIGHWAY 65 AND ARKANSAS STATE HIGHWAY 114 ON
 DF7966'THE NORTH SIDE
 DF7966'OF GOULD, ARKANSAS, PROCEED NORTHEASTERLY ALONG ARKANSAS STATE HIGHWAY
 DF7966'114 FOR 1.5
 DF7966'MILES (2.4 KILOMETERS) TO ITS JUNCTION WITH LINCOLN COUNTY ROAD 62 ON
 DF7966'THE RIGHT. TURN
 DF7966'RIGHT AND PROCEED EAST ALONG LINCOLN COUNTY ROAD 62 FOR 3.35 MILES
 DF7966'(5.4 KILOMETERS) AND
 DF7966'THE MARK ON THE LEFT. MARK IS LOCATED 20.5 FEET (6.2 METERS) NORTHEAST
 DF7966'OF THE CENTERLINE
 DF7966'OF COUNTY ROAD 62, 80.0 FEET (24.4 METERS) SOUTHEAST OF A WELL HAND,
 DF7966'81.0 MILES (24.7
 DF7966'METERS) NORTH OF A POWER POLE AND 2.0 FEET (0.6 METERS) SOUTHWEST OF A
 DF7966'CARSONITE
 DF7966'WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED
 DF7966'IN 1 INCH PVC
 DF7966'UNDER AN ACCESS COVER STAMPED GR 34009130 2002. MARK IS RECESSED 6
 DF7966'CENTIMETERS UNDER
 DF7966'ACCESS COVER.
 DF7966'SECTION 28, TOWNSHIP 8 SOUTH, RANGE 4 WEST.
 DF7966' 
 DF7966'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7962 ***********************************************************************
 DF7962  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7962  DESIGNATION -  GR 34309100
 DF7962  PID         -  DF7962
 DF7962  STATE/COUNTY-  AR/PHILLIPS
 DF7962  USGS QUAD   -  MARVELL (1971)
 DF7962
 DF7962                         *CURRENT SURVEY CONTROL
 DF7962  ___________________________________________________________________
 DF7962* NAD 83(1997)-  34 30 24.47675(N)    090 59 32.26751(W)     ADJUSTED  
 DF7962* NAVD 88     -        53.68   (meters)     176.1    (feet)  GPS OBS   
 DF7962  ___________________________________________________________________
 DF7962  X           -     -91,120.921 (meters)                     COMP
 DF7962  Y           -  -5,260,848.997 (meters)                     COMP
 DF7962  Z           -   3,592,928.614 (meters)                     COMP
 DF7962  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DF7962  ELLIP HEIGHT-          26.68  (meters)          (09/08/03) GPS OBS
 DF7962  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DF7962
 DF7962  HORZ ORDER  -  B
 DF7962  ELLP ORDER  -  FOURTH    CLASS I
 DF7962
 DF7962.The horizontal coordinates were established by GPS observations
 DF7962.and adjusted by the National Geodetic Survey in September 2003..
 DF7962
 DF7962.The orthometric height was determined by GPS observations and a
 DF7962.high-resolution geoid model using precise GPS observation and
 DF7962.processing techniques.
 DF7962
 DF7962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7962
 DF7962.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7962
 DF7962.The ellipsoidal height was determined by GPS observations
 DF7962.and is referenced to NAD 83.
 DF7962
 DF7962.The geoid height was determined by GEOID03.
 DF7962
 DF7962;                    North         East     Units Scale Factor Converg.
 DF7962;SPC AR S     -   604,551.932   492,534.051   MT  0.99995236   +0 33 50.4
 DF7962;SPC AR S     - 1,983,434.13  1,615,922.13   sFT  0.99995236   +0 33 50.4
 DF7962;UTM  15      - 3,820,181.008   684,312.351   MT  1.00001874   +1 08 15.7
 DF7962
 DF7962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7962!SPC AR S     -   0.99999581  x   0.99995236  =   0.99994817
 DF7962!UTM  15      -   0.99999581  x   1.00001874  =   1.00001455
 DF7962
 DF7962                          SUPERSEDED SURVEY CONTROL
 DF7962
 DF7962.No superseded survey control is available for this station.
 DF7962
 DF7962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8431220181(NAD 83)
 DF7962_MARKER: A = ALUMINUM MARKER
 DF7962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7962_STAMPING: GR 34309100 2002
 DF7962_MARK LOGO: USACE 
 DF7962_PROJECTION: FLUSH
 DF7962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7962+STABILITY: POSITION/ELEVATION WELL
 DF7962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7962+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2002
 DF7962_ROD/PIPE-DEPTH: 20.3 meters
 DF7962_SLEEVE-DEPTH  :  0.9 meters
 DF7962
 DF7962  HISTORY     - Date     Condition        Report By
 DF7962  HISTORY     - 20020403 MONUMENTED       USACE
 DF7962
 DF7962                          STATION DESCRIPTION
 DF7962
 DF7962'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7962'MARK IS LOCATED 6.0 MILES (9.7 KILOMETERS) SOUTHWEST OF MARVELL,
 DF7962'ARKANSAS. TO REACH THE
 DF7962'MARK FROM THE JUNCTION OF U.S. HIGHWAY 49 AND ARKANSAS STATE HIGHWAY 1
 DF7962'ON THE WEST
 DF7962'SIDE OF MARVELL, ARKANSAS, PROCEED SOUTHWEST ALONG ARKANSAS STATE
 DF7962'HIGHWAY 1 FOR 4.4
 DF7962'MILES (7.1 KILOMETERS) TO ITS INTERSECTION WITH PHILLIPS COUNTY ROAD
 DF7962'604. TURN RIGHT AND
 DF7962'PROCEED WEST ALONG PHILLIPS COUNTY ROAD 604 FOR 1.15 MILES (1.9
 DF7962'KILOMETERS) TO ITS
 DF7962'INTERSECTION WITH PHILLIPS COUNTY ROAD 631 AT MOUNT SHELBY CHURCH.
 DF7962'TURN LEFT AND
 DF7962'PROCEED SOUTH ALONG PHILLIPS COUNTY ROAD 631 FOR 0.4 MILES (0.6
 DF7962'KILOMETERS) TO MOUNT
 DF7962'SHELBY CEMETERY AND THE MARK ALONG THE WEST FENCE LINE OF MOUNT SHELBY
 DF7962'CEMETERY.
 DF7962'MARK IS LOCATED 196.0 FEET (59.7 METERS) SOUTH OF THE NORTH-WEST FENCE
 DF7962'CORNER POST, 119.5
 DF7962'FEET (36.4 METERS) NORTH OF THE SOUTHWEST FENCE CORNER POST AND 2.0
 DF7962'FEET (0.6 METERS)
 DF7962'EAST OF THE FENCE AND CARSONITE WITNESS POST. A STAINLESS STEEL ROD
 DF7962'WITH A DRILLED
 DF7962'DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER STAMPED GR
 DF7962'34309100 2002. MARK
 DF7962'IS RECESSED 5 CENTIMETERS BELOW ACCESS COVER.
 DF7962'SECTION 22, TOWNSHIP 2 SOUTH, RANGE 1 EAST.
 DF7962' 
 DF7962'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7961 ***********************************************************************
 DF7961  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7961  DESIGNATION -  GR 34309130
 DF7961  PID         -  DF7961
 DF7961  STATE/COUNTY-  AR/ARKANSAS
 DF7961  USGS QUAD   -  ULM (1968)
 DF7961
 DF7961                         *CURRENT SURVEY CONTROL
 DF7961  ___________________________________________________________________
 DF7961* NAD 83(1997)-  34 30 24.99187(N)    091 29 50.61973(W)     ADJUSTED  
 DF7961* NAVD 88     -        64.13   (meters)     210.4    (feet)  GPS OBS   
 DF7961  ___________________________________________________________________
 DF7961  X           -    -137,494.425 (meters)                     COMP
 DF7961  Y           -  -5,259,841.230 (meters)                     COMP
 DF7961  Z           -   3,592,947.829 (meters)                     COMP
 DF7961  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DF7961  ELLIP HEIGHT-          37.51  (meters)          (09/08/03) GPS OBS
 DF7961  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DF7961
 DF7961  HORZ ORDER  -  B
 DF7961  ELLP ORDER  -  FOURTH    CLASS I
 DF7961
 DF7961.The horizontal coordinates were established by GPS observations
 DF7961.and adjusted by the National Geodetic Survey in September 2003..
 DF7961
 DF7961.The orthometric height was determined by GPS observations and a
 DF7961.high-resolution geoid model using precise GPS observation and
 DF7961.processing techniques.
 DF7961
 DF7961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7961
 DF7961.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7961
 DF7961.The ellipsoidal height was determined by GPS observations
 DF7961.and is referenced to NAD 83.
 DF7961
 DF7961.The geoid height was determined by GEOID03.
 DF7961
 DF7961;                    North         East     Units Scale Factor Converg.
 DF7961;SPC AR S     -   604,225.660   446,153.082   MT  0.99995238   +0 16 52.7
 DF7961;SPC AR S     - 1,982,363.69  1,463,753.90   sFT  0.99995238   +0 16 52.7
 DF7961;UTM  15      - 3,819,391.852   637,938.349   MT  0.99983453   +0 51 04.9
 DF7961
 DF7961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7961!SPC AR S     -   0.99999411  x   0.99995238  =   0.99994649
 DF7961!UTM  15      -   0.99999411  x   0.99983453  =   0.99982864
 DF7961
 DF7961                          SUPERSEDED SURVEY CONTROL
 DF7961
 DF7961.No superseded survey control is available for this station.
 DF7961
 DF7961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3793819392(NAD 83)
 DF7961_MARKER: A = ALUMINUM MARKER
 DF7961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7961_STAMPING: GR 34309130 2002
 DF7961_MARK LOGO: USACE 
 DF7961_PROJECTION: FLUSH
 DF7961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7961+STABILITY: POSITION/ELEVATION WELL
 DF7961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7961+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2002
 DF7961_ROD/PIPE-DEPTH: 12.8 meters
 DF7961_SLEEVE-DEPTH  :  0.9 meters
 DF7961
 DF7961  HISTORY     - Date     Condition        Report By
 DF7961  HISTORY     - 20020404 MONUMENTED       USACE
 DF7961
 DF7961                          STATION DESCRIPTION
 DF7961
 DF7961'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7961'MARK IS LOCATED 3.5 MILES (5.6 KILOMETERS) EAST OF STUTTGART,
 DF7961'ARKANSAS. TO REACH THE MARK
 DF7961'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND ARKANSAS STATE HIGHWAY 146,
 DF7961'2.0 MILES (3.2
 DF7961'KILOMETERS) NORTHEAST OF STUTTGART, ARKANSAS, PROCEED EAST ALONG
 DF7961'ARKANSAS STATE
 DF7961'HIGHWAY 146 FOR 2.3 MILES (3.7 KILOMETERS) TO ITS INTERSECTION WITH
 DF7961'NORTH YODER ROAD.
 DF7961'TURN RIGHT AND PROCEED SOUTH ALONG NORTH YODER ROAD FOR 1.0 MILE (1.6
 DF7961'KILOMETERS) TO
 DF7961'ITS INTERSECTION WITH HARTZ SEED ROAD. TURN RIGHT AND PROCEED WEST
 DF7961'ALONG HARTZ SEED
 DF7961'ROAD FOR 0.55 MILES (0.9 KILOMETERS) AND THE MARK ON THE LEFT. MARK IS
 DF7961'LOCATED 130.5 FEET
 DF7961'(39.8 METERS) SOUTH OF CENTERLINE OF HARTZ SEED ROAD 108.6 FEET (33.1
 DF7961'METERS) SOUTHEAST
 DF7961'OF THE SOUTHEAST CORNER OF AN ABANDONED FRAME HOUSE, 28.0 FEET (8.5
 DF7961'METERS) EAST OF THE
 DF7961'CENTERLINE OF A GRAVEL ROAD LEADING TO A RESERVOIR AND 2.0 FEET (0.6
 DF7961'METERS) NORTH OF A
 DF7961'CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM
 DF7961'POINT ENCASED IN 1
 DF7961'INCH PVC UNDER AN ACCESS COVER STAMPED GR 34309130 2002. MARK IS
 DF7961'RECESSED 7 CENTIMETERS
 DF7961'BELOW ACCESS COVER.
 DF7961'SECTION 24, TOWNSHIP 2 SOUTH, RANGE 5 WEST.
 DF7961' 
 DF7961'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7960 ***********************************************************************
 DF7960  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7960  DESIGNATION -  GR 34309200
 DF7960  PID         -  DF7960
 DF7960  STATE/COUNTY-  AR/LONOKE
 DF7960  USGS QUAD   -  SHERRILL (1971)
 DF7960
 DF7960                         *CURRENT SURVEY CONTROL
 DF7960  ___________________________________________________________________
 DF7960* NAD 83(1997)-  34 29 58.82865(N)    091 59 34.38008(W)     ADJUSTED  
 DF7960* NAVD 88     -        67.03   (meters)     219.9    (feet)  GPS OBS   
 DF7960  ___________________________________________________________________
 DF7960  X           -    -182,991.348 (meters)                     COMP
 DF7960  Y           -  -5,258,914.619 (meters)                     COMP
 DF7960  Z           -   3,592,285.292 (meters)                     COMP
 DF7960  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DF7960  ELLIP HEIGHT-          40.78  (meters)          (09/08/03) GPS OBS
 DF7960  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DF7960
 DF7960  HORZ ORDER  -  B
 DF7960  ELLP ORDER  -  FOURTH    CLASS I
 DF7960
 DF7960.The horizontal coordinates were established by GPS observations
 DF7960.and adjusted by the National Geodetic Survey in September 2003..
 DF7960
 DF7960.The orthometric height was determined by GPS observations and a
 DF7960.high-resolution geoid model using precise GPS observation and
 DF7960.processing techniques.
 DF7960
 DF7960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7960
 DF7960.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7960
 DF7960.The ellipsoidal height was determined by GPS observations
 DF7960.and is referenced to NAD 83.
 DF7960
 DF7960.The geoid height was determined by GEOID03.
 DF7960
 DF7960;                    North         East     Units Scale Factor Converg.
 DF7960;SPC AR S     -   603,306.222   400,653.563   MT  0.99995135   +0 00 14.3
 DF7960;SPC AR S     - 1,979,347.16  1,314,477.56   sFT  0.99995135   +0 00 14.3
 DF7960;UTM  15      - 3,818,021.452   592,458.657   MT  0.99970537   +0 34 13.7
 DF7960
 DF7960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7960!SPC AR S     -   0.99999360  x   0.99995135  =   0.99994495
 DF7960!UTM  15      -   0.99999360  x   0.99970537  =   0.99969897
 DF7960
 DF7960                          SUPERSEDED SURVEY CONTROL
 DF7960
 DF7960.No superseded survey control is available for this station.
 DF7960
 DF7960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9245918021(NAD 83)
 DF7960_MARKER: A = ALUMINUM MARKER
 DF7960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7960_STAMPING: GR 34309200 2002
 DF7960_MARK LOGO: USACE 
 DF7960_PROJECTION: FLUSH
 DF7960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7960+STABILITY: POSITION/ELEVATION WELL
 DF7960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7960+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 DF7960_ROD/PIPE-DEPTH: 27.8 meters
 DF7960_SLEEVE-DEPTH  :  0.9 meters
 DF7960
 DF7960  HISTORY     - Date     Condition        Report By
 DF7960  HISTORY     - 20020405 MONUMENTED       USACE
 DF7960
 DF7960                          STATION DESCRIPTION
 DF7960
 DF7960'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7960'MARK IS LOCATED 4.5 MILES (7.2 KILOMETERS) SOUTHWEST OF ENGLAND,
 DF7960'ARKANSAS. TO REACH THE
 DF7960'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 165 AND ARKANSAS STATE
 DF7960'HIGHWAY 256 IN
 DF7960'ENGLAND, ARKANSAS, PROCEED WEST THEN SOUTH ALONG ARKANSAS STATE
 DF7960'HIGHWAY 256 FOR 4.3
 DF7960'MILES (6.9 KILOMETERS) TO ITS INTERSECTION WITH SOUTH HIGHLINE ROAD ON
 DF7960'THE RIGHT. TURN
 DF7960'RIGHT AND PROCEED WEST ALONG SOUTH HIGHLINE ROAD FOR 0.4 MILES (0.6
 DF7960'KILOMETERS) TO A 90
 DF7960'DEGREE CURVE TO THE RIGHT AND THE MARK ON THE LEFT. MARK IS LOCATED
 DF7960'17.0 FEET (5.2
 DF7960'METERS) SOUTH OF A DIRT FIELD ROAD, 51.0 FEET (15.5 METERS) SOUTHWEST
 DF7960'OF THE CENTER OF
 DF7960'THE 90 DEGREE CURVE IN SOUTH HIGHLINE ROAD, 8.0 FEET (2.4 METERS) WEST
 DF7960'OF THE WEST TOP
 DF7960'BANK OF A SMALL DITCH AND 2.0 FEET (0.6 METERS) NORTH OF A CARSONITE
 DF7960'WITNESS POST. A
 DF7960'STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC
 DF7960'UNDER AN ACCESS
 DF7960'COVER STAMPED GR 34309200 2002. MARK IS RECESSED 8 CENTIMETERS BELOW
 DF7960'ACCESS COVER.
 DF7960'SECTION 32, TOWNSHIP 2 SOUTH, RANGE 9 WEST.
 DF7960' 
 DF7960'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7956 ***********************************************************************
 DF7956  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7956  DESIGNATION -  GR 35009030
 DF7956  PID         -  DF7956
 DF7956  STATE/COUNTY-  AR/ST FRANCIS
 DF7956  USGS QUAD   -  CHATFIELD (1992)
 DF7956
 DF7956                         *CURRENT SURVEY CONTROL
 DF7956  ___________________________________________________________________
 DF7956* NAD 83(1997)-  35 00 27.88728(N)    090 29 21.37939(W)     ADJUSTED  
 DF7956* NAVD 88     -        62.13   (meters)     203.8    (feet)  GPS OBS   
 DF7956  ___________________________________________________________________
 DF7956  X           -     -44,660.243 (meters)                     COMP
 DF7956  Y           -  -5,229,771.884 (meters)                     COMP
 DF7956  Z           -   3,638,590.961 (meters)                     COMP
 DF7956  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DF7956  ELLIP HEIGHT-          35.05  (meters)          (09/08/03) GPS OBS
 DF7956  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DF7956
 DF7956  HORZ ORDER  -  B
 DF7956  ELLP ORDER  -  FOURTH    CLASS I
 DF7956
 DF7956.The horizontal coordinates were established by GPS observations
 DF7956.and adjusted by the National Geodetic Survey in September 2003..
 DF7956
 DF7956.The orthometric height was determined by GPS observations and a
 DF7956.high-resolution geoid model using precise GPS observation and
 DF7956.processing techniques.
 DF7956
 DF7956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7956
 DF7956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7956
 DF7956.The ellipsoidal height was determined by GPS observations
 DF7956.and is referenced to NAD 83.
 DF7956
 DF7956.The geoid height was determined by GEOID03.
 DF7956
 DF7956;                    North         East     Units Scale Factor Converg.
 DF7956;SPC AR N     -    75,878.647   537,891.278   MT  0.99998620   +0 52 44.7
 DF7956;SPC AR N     -   248,945.19  1,764,731.63   sFT  0.99998620   +0 52 44.7
 DF7956;UTM  15      - 3,876,783.056   729,111.753   MT  1.00024699   +1 26 27.6
 DF7956
 DF7956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7956!SPC AR N     -   0.99999450  x   0.99998620  =   0.99998070
 DF7956!UTM  15      -   0.99999450  x   1.00024699  =   1.00024149
 DF7956
 DF7956                          SUPERSEDED SURVEY CONTROL
 DF7956
 DF7956.No superseded survey control is available for this station.
 DF7956
 DF7956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2911276783(NAD 83)
 DF7956_MARKER: DD = SURVEY DISK
 DF7956_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7956_STAMPING: GR 35009030 2002
 DF7956_MARK LOGO: USACE 
 DF7956_PROJECTION: FLUSH
 DF7956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7956+STABILITY: POSITION/ELEVATION WELL
 DF7956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7956+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 DF7956_ROD/PIPE-DEPTH: 29.8 meters
 DF7956_SLEEVE-DEPTH  : 0.9 meters
 DF7956
 DF7956  HISTORY     - Date     Condition        Report By
 DF7956  HISTORY     - 20020405 MONUMENTED       USACE
 DF7956  HISTORY     - 20030723 GOOD             EMCINC
 DF7956
 DF7956                          STATION DESCRIPTION
 DF7956
 DF7956'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7956'MARK IS LOCATED 4.0 MILES (6.4 KILOMETERS) NORTHWEST OF HUGHES,
 DF7956'ARKANSAS TO REACH MARK
 DF7956'FROM THE ARKANSAS STATE HIGHWAY 149 OVERPASS OVER INTERSTATE 40 (EXIT
 DF7956'260), PROCEED
 DF7956'SOUTHERLY ALONG ARKANSAS STATE HIGHWAY 149 FOR 10.0 MILES (16.1
 DF7956'KILOMETERS) TO ITS
 DF7956'JUNCTION WITH ST. FRANCIS COUNTY ROAD 604 ON THE RIGHT. TURN RIGHT AND
 DF7956'PROCEED WEST
 DF7956'ALONG ST. FRANCIS COUNTY ROAD 604 FOR 1.6 MILES (2.6 KILOMETERS) TO
 DF7956'ITS INTERSECTION WITH
 DF7956'NORTH-SOUTH FIELD ROADS INTERSECTIONS AND THE MARK ON THE RIGHT. MARK
 DF7956'IS LOCATED 56.0
 DF7956'FEET (17.1 METERS) NORTH OF COUNTY ROAD 604 CENTERLINE, 19.0 FEET (5.8
 DF7956'METERS) EAST OF
 DF7956'CENTERLINE OF NORTH-SOUTH FIELD ROAD AND 6.0 FEET (1.8 METERS)
 DF7956'SOUTHEAST OF A RAILROAD
 DF7956'CROSSTIE PROPERTY LINE MARKER AND A CARSONITE WITNESS POST. A
 DF7956'STAINLESS STEEL ROD
 DF7956'WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7956'STAMPED GR
 DF7956'35009030 2002. MARK IS RECESSED 5 CENTIMETERS BELOW ACCESS COVER.
 DF7956'SECTION 31, TOWNSHIP 5 NORTH, RANGE 6 EAST.
 DF7956' 
 DF7956'
 DF7956
 DF7956                          STATION RECOVERY (2003)
 DF7956
 DF7956'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7956'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7955 ***********************************************************************
 DF7955  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7955  DESIGNATION -  GR 35009100
 DF7955  PID         -  DF7955
 DF7955  STATE/COUNTY-  AR/ST FRANCIS
 DF7955  USGS QUAD   -  WHEATLEY (1971)
 DF7955
 DF7955                         *CURRENT SURVEY CONTROL
 DF7955  ___________________________________________________________________
 DF7955* NAD 83(1997)-  34 59 38.05044(N)    091 00 47.51036(W)     ADJUSTED  
 DF7955* NAVD 88     -        62.86   (meters)     206.2    (feet)  GPS OBS   
 DF7955  ___________________________________________________________________
 DF7955  X           -     -92,495.488 (meters)                     COMP
 DF7955  Y           -  -5,230,026.331 (meters)                     COMP
 DF7955  Z           -   3,637,333.378 (meters)                     COMP
 DF7955  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DF7955  ELLIP HEIGHT-          35.88  (meters)          (09/08/03) GPS OBS
 DF7955  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DF7955
 DF7955  HORZ ORDER  -  B
 DF7955  ELLP ORDER  -  FOURTH    CLASS I
 DF7955
 DF7955.The horizontal coordinates were established by GPS observations
 DF7955.and adjusted by the National Geodetic Survey in September 2003..
 DF7955
 DF7955.The orthometric height was determined by GPS observations and a
 DF7955.high-resolution geoid model using precise GPS observation and
 DF7955.processing techniques.
 DF7955
 DF7955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7955
 DF7955.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7955
 DF7955.The ellipsoidal height was determined by GPS observations
 DF7955.and is referenced to NAD 83.
 DF7955
 DF7955.The geoid height was determined by GEOID03.
 DF7955
 DF7955;                    North         East     Units Scale Factor Converg.
 DF7955;SPC AR N     -    73,736.430   490,087.561   MT  0.99998864   +0 34 27.2
 DF7955;SPC AR N     -   241,916.94  1,607,895.61   sFT  0.99998864   +0 34 27.2
 DF7955;UTM  15      - 3,874,170.303   681,325.020   MT  1.00000523   +1 08 23.0
 DF7955
 DF7955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7955!SPC AR N     -   0.99999437  x   0.99998864  =   0.99998301
 DF7955!UTM  15      -   0.99999437  x   1.00000523  =   0.99999960
 DF7955
 DF7955                          SUPERSEDED SURVEY CONTROL
 DF7955
 DF7955.No superseded survey control is available for this station.
 DF7955
 DF7955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8132574170(NAD 83)
 DF7955_MARKER: A = ALUMINUM MARKER
 DF7955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7955_STAMPING: GR 35009100
 DF7955_MARK LOGO: USACE 
 DF7955_PROJECTION: FLUSH
 DF7955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7955+STABILITY: POSITION/ELEVATION WELL
 DF7955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7955+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2002
 DF7955_ROD/PIPE-DEPTH: 19.8 meters
 DF7955_SLEEVE-DEPTH  :  0.9 meters
 DF7955
 DF7955  HISTORY     - Date     Condition        Report By
 DF7955  HISTORY     - 20020403 MONUMENTED       USACE
 DF7955
 DF7955                          STATION DESCRIPTION
 DF7955
 DF7955'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7955'MARK IS LOCATED 7.5 MILES (12.1 KILOMETERS) NORTHEAST OF WHEATLEY,
 DF7955'ARKANSAS. TO REACH
 DF7955'THE MARK FROM THE OVERPASS OF ARKANSAS STATE HIGHWAY 261 AND
 DF7955'INTERSTATE 40 (EXIT 233),
 DF7955'PROCEED NORTH ALONG ARKANSAS STATE 261 FOR 2.0 MILES (3.2 KILOMETERS)
 DF7955'TO ITS JUNCTION
 DF7955'WITH ST. FRANCIS COUNTY ROAD 130. TURN LEFT AND PROCEED WEST ALONG ST.
 DF7955'FRANCIS COUNTY
 DF7955'ROAD 130 FOR 5.5 MILES (8.9 KILOMETERS) TO ITS INTERSECTION WITH ST.
 DF7955'FRANCIS COUNTY ROAD
 DF7955'123. TURN LEFT AND PROCEED SOUTH ALONG ST. FRANCIS COUNTY ROAD 123 FOR
 DF7955'1.4 MILES (2.3
 DF7955'KILOMETERS) TO A FIELD ENTRANCE AND THE MARK ON THE LEFT. MARK IS
 DF7955'LOCATED 24.5 FEET (7.5
 DF7955'METERS) EAST OF THE CENTERLINE OF COUNTY ROAD 123, 18.7 FEET (5.7
 DF7955'METERS) NORTH OF
 DF7955'CENTERLINE OF GRAVEL FIELD ROAD AND 2.0 FEET (0.6 METERS) SOUTHWEST OF
 DF7955'A CARSONITE
 DF7955'WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED
 DF7955'IN 1 INCH PVC
 DF7955'UNDER AN ACCESS COVER STAMPED GR 35009100 2002. MARK IS RECESSED 7
 DF7955'CENTIMETERS BELOW
 DF7955'ACCESS COVER.
 DF7955'SECTION 4, TOWNSHIP 4 NORTH, RANGE 1 EAST.
 DF7955' 
 DF7955'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7954 ***********************************************************************
 DF7954  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7954  DESIGNATION -  GR 35009130
 DF7954  PID         -  DF7954
 DF7954  STATE/COUNTY-  AR/PRAIRIE
 DF7954  USGS QUAD   -  DES ARC WEST (1994)
 DF7954
 DF7954                         *CURRENT SURVEY CONTROL
 DF7954  ___________________________________________________________________
 DF7954* NAD 83(1997)-  34 59 07.43098(N)    091 30 38.10876(W)     ADJUSTED  
 DF7954* NAVD 88     -        63.31   (meters)     207.7    (feet)  GPS OBS   
 DF7954  ___________________________________________________________________
 DF7954  X           -    -137,907.907 (meters)                     COMP
 DF7954  Y           -  -5,229,567.465 (meters)                     COMP
 DF7954  Z           -   3,636,560.508 (meters)                     COMP
 DF7954  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DF7954  ELLIP HEIGHT-          36.19  (meters)          (09/08/03) GPS OBS
 DF7954  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DF7954
 DF7954  HORZ ORDER  -  B
 DF7954  ELLP ORDER  -  FOURTH    CLASS I
 DF7954
 DF7954.The horizontal coordinates were established by GPS observations
 DF7954.and adjusted by the National Geodetic Survey in September 2003..
 DF7954
 DF7954.The orthometric height was determined by GPS observations and a
 DF7954.high-resolution geoid model using precise GPS observation and
 DF7954.processing techniques.
 DF7954
 DF7954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7954
 DF7954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7954
 DF7954.The ellipsoidal height was determined by GPS observations
 DF7954.and is referenced to NAD 83.
 DF7954
 DF7954.The geoid height was determined by GEOID03.
 DF7954
 DF7954;                    North         East     Units Scale Factor Converg.
 DF7954;SPC AR S     -   657,296.988   444,688.002   MT  1.00005611   +0 16 26.1
 DF7954;SPC AR S     - 2,156,481.87  1,458,947.22   sFT  1.00005611   +0 16 26.1
 DF7954;UTM  15      - 3,872,436.925   635,940.943   MT  0.99982776   +0 51 14.8
 DF7954
 DF7954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7954!SPC AR S     -   0.99999432  x   1.00005611  =   1.00005043
 DF7954!UTM  15      -   0.99999432  x   0.99982776  =   0.99982208
 DF7954
 DF7954                          SUPERSEDED SURVEY CONTROL
 DF7954
 DF7954.No superseded survey control is available for this station.
 DF7954
 DF7954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3594172437(NAD 83)
 DF7954_MARKER: A = ALUMINUM MARKER
 DF7954_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7954_STAMPING: GR 35009130 2002
 DF7954_MARK LOGO: USACE 
 DF7954_PROJECTION: FLUSH
 DF7954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7954+STABILITY: POSITION/ELEVATION WELL
 DF7954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7954+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 DF7954_ROD/PIPE-DEPTH: 14.3 meters
 DF7954_SLEEVE-DEPTH  :  0.9 meters
 DF7954
 DF7954  HISTORY     - Date     Condition        Report By
 DF7954  HISTORY     - 20020402 MONUMENTED       USACE
 DF7954  HISTORY     - 20050609 GOOD             ARHD
 DF7954
 DF7954                          STATION DESCRIPTION
 DF7954
 DF7954'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7954'MARK IS LOCATED 0.5 MILES (0.8 KILOMETERS) NORTH OF DES ARC, ARKANSAS.
 DF7954'TO REACH THE MARK
 DF7954'FROM THE JUNCTION OF ARKANSAS STATE HIGHWAY 11 AND ARKANSAS STATE
 DF7954'HIGHWAY 38 ON THE
 DF7954'NORTH SIDE OF DES ARC, ARKANSAS, PROCEED NORTH ALONG ARKANSAS STATE
 DF7954'HIGHWAY 11 FOR
 DF7954'0.45 MILES (0.7 KILOMETERS) TO THE PROPERTY OF RICELAND FOODS, INC.
 DF7954'AND THE MARK ON THE
 DF7954'LEFT. MONUMENT IS LOCATED 81.8 FEET (24.9 METERS) WEST OF CENTERLINE
 DF7954'OF HIGHWAY 11, 27.7
 DF7954'FEET (8.4 METERS) WEST OF NORTHWEST CORNER OF WOODEN RETAINING WALL
 DF7954'FOR WELCOME TO
 DF7954'DES ARK SIGN, 23.3 FEET (7.1 METERS) SOUTHWEST OF SEWER MANHOLE. A
 DF7954'STAINLESS STEEL ROD
 DF7954'WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7954'STAMPED GR
 DF7954'35009130 2002. MARK IS RECESSED 10 CENTIMETERS BELOW ACCESS COVER.
 DF7954'SECTION 10, TOWNSHIP 4 NORTH, RANGE 5 WEST.
 DF7954' 
 DF7954'
 DF7954
 DF7954                          STATION RECOVERY (2005)
 DF7954
 DF7954'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DF7954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7953 ***********************************************************************
 DF7953  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7953  DESIGNATION -  GR 35009200
 DF7953  PID         -  DF7953
 DF7953  STATE/COUNTY-  AR/LONOKE
 DF7953  USGS QUAD   -  BEEBE (1994)
 DF7953
 DF7953                         *CURRENT SURVEY CONTROL
 DF7953  ___________________________________________________________________
 DF7953* NAD 83(1997)-  35 00 19.99740(N)    091 59 25.28129(W)     ADJUSTED  
 DF7953* NAVD 88     -        74.70   (meters)     245.1    (feet)  GPS OBS   
 DF7953  ___________________________________________________________________
 DF7953  X           -    -181,648.479 (meters)                     COMP
 DF7953  Y           -  -5,226,956.801 (meters)                     COMP
 DF7953  Z           -   3,638,398.909 (meters)                     COMP
 DF7953  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DF7953  ELLIP HEIGHT-          47.43  (meters)          (09/08/03) GPS OBS
 DF7953  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DF7953
 DF7953  HORZ ORDER  -  B
 DF7953  ELLP ORDER  -  FOURTH    CLASS I
 DF7953
 DF7953.The horizontal coordinates were established by GPS observations
 DF7953.and adjusted by the National Geodetic Survey in September 2003..
 DF7953
 DF7953.The orthometric height was determined by GPS observations and a
 DF7953.high-resolution geoid model using precise GPS observation and
 DF7953.processing techniques.
 DF7953
 DF7953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7953
 DF7953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7953
 DF7953.The ellipsoidal height was determined by GPS observations
 DF7953.and is referenced to NAD 83.
 DF7953
 DF7953.The geoid height was determined by GEOID03.
 DF7953
 DF7953;                    North         East     Units Scale Factor Converg.
 DF7953;SPC AR S     -   659,426.604   400,880.386   MT  1.00006202   +0 00 19.4
 DF7953;SPC AR S     - 2,163,468.78  1,315,221.73   sFT  1.00006202   +0 00 19.4
 DF7953;UTM  15      - 3,874,124.748   592,127.111   MT  0.99970460   +0 34 45.2
 DF7953
 DF7953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7953!SPC AR S     -   0.99999256  x   1.00006202  =   1.00005457
 DF7953!UTM  15      -   0.99999256  x   0.99970460  =   0.99969716
 DF7953
 DF7953                          SUPERSEDED SURVEY CONTROL
 DF7953
 DF7953.No superseded survey control is available for this station.
 DF7953
 DF7953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9212774125(NAD 83)
 DF7953_MARKER: A = ALUMINUM MARKER
 DF7953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7953_STAMPING: GR 35009200 2002
 DF7953_MARK LOGO: USACE 
 DF7953_PROJECTION: FLUSH
 DF7953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7953+STABILITY: POSITION/ELEVATION WELL
 DF7953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7953+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 DF7953_ROD/PIPE-DEPTH: 10.6 meters
 DF7953_SLEEVE-DEPTH  :  0.9 meters
 DF7953
 DF7953  HISTORY     - Date     Condition        Report By
 DF7953  HISTORY     - 20020402 MONUMENTED       USACE
 DF7953  HISTORY     - 20050609 GOOD             ARHD
 DF7953
 DF7953                          STATION DESCRIPTION
 DF7953
 DF7953'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7953'MARK IS LOCATED 22.0 MILES (35.4 KILOMETERS) NORTHEAST OF NORTH LITTLE
 DF7953'ROCK, ARKANSAS
 DF7953'BETWEEN THE ON RAMP AND U.S. HIGHWAYS 67/167 SOUTH AT THE ARKANSAS
 DF7953'STATE HIGHWAY 305
 DF7953'(EXIT 22) AT AUSTIN, ARKANSAS. TO REACH MARK FROM THE CENTER OF
 DF7953'ARKANSAS STATE HIGHWAY
 DF7953'305 AND U.S. HIGHWAYS 67/167 OVERPASS (EXIT 22) AT AUSTIN, ARKANSAS,
 DF7953'PROCEED NORTHWEST
 DF7953'ALONG ARKANSAS STATE HIGHWAY 305 FOR 0.1 MILES (0.2 KILOMETERS) TO THE
 DF7953'ACCESS RAMP FOR
 DF7953'U.S. HIGHWAY 67/167 SOUTH ON THE LEFT. TURN LEFT AND PROCEED SOUTHWEST
 DF7953'ALONG ACCESS
 DF7953'RAMP FOR 0.2 MILES (0.3 KILOMETERS) TO THE MARK ON THE LEFT. MARK IS
 DF7953'LOCATED 80.3 FEET (24.5
 DF7953'METERS) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 67 SOUTHBOUND
 DF7953'LANE, 28.5 FEET (8.7
 DF7953'METERS) SOUTHEAST OF THE CENTERLINE OF THE ACCESS RAMP TO HIGHWAY 67
 DF7953'SOUTHBOUND, 23.0
 DF7953'FEET (7.0 METERS) NORTHWEST OF THE CENTER OF THE BREADWALL OF A
 DF7953'CONCRETE CULVERT AND
 DF7953'2.0 FEET (0.6 METERS) SOUTH OF A CARSONITE WITNESS POST. A STAINLESS
 DF7953'STEEL ROD WITH A
 DF7953'DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7953'STAMPED GR 35009200
 DF7953'2002. MARK IS RECESSED 10 CENTIMETERS BELOW ACCESS COVER.
 DF7953'SECTION 5, TOWNSHIP 4 NORTH, RANGE 9 WEST.
 DF7953' 
 DF7953'
 DF7953
 DF7953                          STATION RECOVERY (2005)
 DF7953
 DF7953'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DF7953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7948 ***********************************************************************
 DF7948  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7948  DESIGNATION -  GR 35309030
 DF7948  PID         -  DF7948
 DF7948  STATE/COUNTY-  AR/POINSETT
 DF7948  USGS QUAD   -  JOYLAND (1992)
 DF7948
 DF7948                         *CURRENT SURVEY CONTROL
 DF7948  ___________________________________________________________________
 DF7948* NAD 83(1997)-  35 29 31.17680(N)    090 29 59.42792(W)     ADJUSTED  
 DF7948* NAVD 88     -        68.55   (meters)     224.9    (feet)  GPS OBS   
 DF7948  ___________________________________________________________________
 DF7948  X           -     -45,354.492 (meters)                     COMP
 DF7948  Y           -  -5,198,762.377 (meters)                     COMP
 DF7948  Z           -   3,682,468.436 (meters)                     COMP
 DF7948  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DF7948  ELLIP HEIGHT-          40.79  (meters)          (09/08/03) GPS OBS
 DF7948  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DF7948
 DF7948  HORZ ORDER  -  B
 DF7948  ELLP ORDER  -  FOURTH    CLASS I
 DF7948
 DF7948.The horizontal coordinates were established by GPS observations
 DF7948.and adjusted by the National Geodetic Survey in September 2003..
 DF7948
 DF7948.The orthometric height was determined by GPS observations and a
 DF7948.high-resolution geoid model using precise GPS observation and
 DF7948.processing techniques.
 DF7948
 DF7948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7948
 DF7948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7948
 DF7948.The ellipsoidal height was determined by GPS observations
 DF7948.and is referenced to NAD 83.
 DF7948
 DF7948.The geoid height was determined by GEOID03.
 DF7948
 DF7948;                    North         East     Units Scale Factor Converg.
 DF7948;SPC AR N     -   129,580.159   536,108.199   MT  0.99993722   +0 52 22.6
 DF7948;SPC AR N     -   425,130.90  1,758,881.65   sFT  0.99993722   +0 52 22.6
 DF7948;UTM  15      - 3,930,479.427   726,793.309   MT  1.00023389   +1 27 07.9
 DF7948
 DF7948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7948!SPC AR N     -   0.99999360  x   0.99993722  =   0.99993082
 DF7948!UTM  15      -   0.99999360  x   1.00023389  =   1.00022749
 DF7948
 DF7948                          SUPERSEDED SURVEY CONTROL
 DF7948
 DF7948.No superseded survey control is available for this station.
 DF7948
 DF7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2679330479(NAD 83)
 DF7948_MARKER: DD = SURVEY DISK
 DF7948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7948_STAMPING: GR 35309030 2002
 DF7948_MARK LOGO: USACE 
 DF7948_PROJECTION: FLUSH
 DF7948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7948+STABILITY: POSITION/ELEVATION WELL
 DF7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7948+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 DF7948_ROD/PIPE-DEPTH: 19.4 meters
 DF7948_SLEEVE-DEPTH  : 0.9 meters
 DF7948
 DF7948  HISTORY     - Date     Condition        Report By
 DF7948  HISTORY     - 20020401 MONUMENTED       USACE
 DF7948  HISTORY     - 20030722 GOOD             EMCINC
 DF7948
 DF7948                          STATION DESCRIPTION
 DF7948
 DF7948'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7948'MARK IS LOCATED 6.0 MILES (9.7 KILOMETERS) SOUTHWEST OF MARKED TREE,
 DF7948'ARKANSAS. TO REACH
 DF7948'MARK FROM THE OVERPASS OF U.S. HIGHWAY 63 AND ARKANSAS STATE HIGHWAY
 DF7948'75 IN MARKED
 DF7948'TREE, ARKANSAS, PROCEED SOUTH AND WEST ALONG ARKANSAS STATE HIGHWAY 75
 DF7948'FOR 3.1 MILES
 DF7948'(5.0 KILOMETERS) TO ITS JUNCTION WITH NORTH ROAD ON THE RIGHT. TURN
 DF7948'RIGHT AND PROCEED
 DF7948'WEST ALONG NORTH ROAD FOR 1.6 MILES (2.6 KILOMETERS) TO ITS JUNCTION
 DF7948'WITH SHANNEIL LANE
 DF7948'ON THE LEFT. TURN LEFT AND PROCEED SOUTHWEST AND WEST ALONG SHANNEIL
 DF7948'LANE FOR 1.3
 DF7948'MILES (2.1 KILOMETERS) TO ITS Y-INTERSECTION WITH RAMPS LEADING TO THE
 DF7948'TOP OF THE ST.
 DF7948'FRANCIS RIVER LEVEE. BEAR TO THE LEFT AND PROCEED TO THE TOP OF THE
 DF7948'LEVEE AND THE MARK
 DF7948'ON THE RIGHT. MARK IS LOCATED 18.7 FEET (5.7 METERS) NORTHWEST OF THE
 DF7948'CENTERLINE OF THE
 DF7948'GRAVEL ROAD ATOP LEVEE 39.6 FEET (12.1 METERS) NORTHWEST OF A POWER
 DF7948'POLE, 61.0 FEET (18.6
 DF7948'METERS) SOUTHWEST OF THE JUNCTION OF THE CENTERLINE OF THE ON RAMP TO
 DF7948'THE LEVEE AND
 DF7948'THE LEVEE ROAD AND 2.0 FEET (0.6 METERS) SOUTHEAST OF A CARSONITE
 DF7948'WITNESS POST. A
 DF7948'STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC
 DF7948'UNDER AN ACCESS
 DF7948'COVER STAMPED GR 35309030 2002. MARK IS RECESSED 5 CENTIMETERS BELOW
 DF7948'ACCESS COVER.
 DF7948'SECTION 18, TOWNSHIP 10 NORTH, RANGE 6 EAST.
 DF7948' 
 DF7948'
 DF7948
 DF7948                          STATION RECOVERY (2003)
 DF7948
 DF7948'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7948'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7971 ***********************************************************************
 DF7971  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7971  DESIGNATION -  GR 35309100
 DF7971  PID         -  DF7971
 DF7971  STATE/COUNTY-  AR/POINSETT
 DF7971  USGS QUAD   -  BEEDEVILLE (1980)
 DF7971
 DF7971                         *CURRENT SURVEY CONTROL
 DF7971  ___________________________________________________________________
 DF7971* NAD 83(1997)-  35 29 37.71863(N)    091 00 40.75141(W)     ADJUSTED  
 DF7971* NAVD 88     -        68.11   (meters)     223.5    (feet)  GPS OBS   
 DF7971  ___________________________________________________________________
 DF7971  X           -     -91,759.290 (meters)                     COMP
 DF7971  Y           -  -5,198,033.162 (meters)                     COMP
 DF7971  Z           -   3,682,632.479 (meters)                     COMP
 DF7971  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DF7971  ELLIP HEIGHT-          40.60  (meters)          (09/08/03) GPS OBS
 DF7971  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DF7971
 DF7971  HORZ ORDER  -  B
 DF7971  ELLP ORDER  -  FOURTH    CLASS I
 DF7971
 DF7971.The horizontal coordinates were established by GPS observations
 DF7971.and adjusted by the National Geodetic Survey in September 2003..
 DF7971
 DF7971.The orthometric height was determined by GPS observations and a
 DF7971.high-resolution geoid model using precise GPS observation and
 DF7971.processing techniques.
 DF7971
 DF7971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7971
 DF7971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7971
 DF7971.The ellipsoidal height was determined by GPS observations
 DF7971.and is referenced to NAD 83.
 DF7971
 DF7971.The geoid height was determined by GEOID03.
 DF7971
 DF7971;                    North         East     Units Scale Factor Converg.
 DF7971;SPC AR N     -   129,195.247   489,702.087   MT  0.99993717   +0 34 31.1
 DF7971;SPC AR N     -   423,868.07  1,606,630.93   sFT  0.99993717   +0 34 31.1
 DF7971;UTM  15      - 3,929,625.076   680,385.304   MT  1.00000100   +1 09 17.9
 DF7971
 DF7971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7971!SPC AR N     -   0.99999363  x   0.99993717  =   0.99993080
 DF7971!UTM  15      -   0.99999363  x   1.00000100  =   0.99999463
 DF7971
 DF7971                          SUPERSEDED SURVEY CONTROL
 DF7971
 DF7971.No superseded survey control is available for this station.
 DF7971
 DF7971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8038529625(NAD 83)
 DF7971_MARKER: F = FLANGE-ENCASED ROD
 DF7971_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7971_STAMPING: GR 35309100 2002
 DF7971_MARK LOGO: USACE 
 DF7971_PROJECTION: FLUSH
 DF7971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7971+STABILITY: POSITION/ELEVATION WELL
 DF7971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7971+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 DF7971_ROD/PIPE-DEPTH: 21.1 meters
 DF7971_SLEEVE-DEPTH  :  0.9 meters
 DF7971
 DF7971  HISTORY     - Date     Condition        Report By
 DF7971  HISTORY     - 20020401 MONUMENTED       USACE
 DF7971
 DF7971                          STATION DESCRIPTION
 DF7971
 DF7971'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7971'MARK IS LOCATED 14.0 MILES (22.5 KILOMETERS) SOUTHWEST OF HARRISBURG,
 DF7971'ARKANSAS, NEAR THE
 DF7971'TOWN OF FISHER, ARKANSAS. TO REACH MARK FROM THE INTERSECTION OF U.S.
 DF7971'HIGHWAY 49 AND
 DF7971'ARKANSAS STATE HIGHWAY 14, 11.0 MILES (17.7 KILOMETERS) WEST OF
 DF7971'HARRISBURG, ARKANSAS,
 DF7971'PROCEED SOUTHWEST ALONG U.S. HIGHWAY 49 FOR 5.65 MILES (9.1
 DF7971'KILOMETERS) TO THE
 DF7971'INTERSECTION OF U.S. HIGHWAY 49 AND HAINES STREET IN FISHER, ARKANSAS.
 DF7971'TURN RIGHT AND
 DF7971'PROCEED WEST ON HAINES STREET FOR 100.0 FEET (30.5 METERS) TO ITS
 DF7971'INTERSECTION WITH
 DF7971'FRONT STREET. TURN RIGHT AND PROCEED NORTH ALONG FRONT STREET FOR 0.05
 DF7971'MILES (0.1
 DF7971'KILOMETERS) TO ITS JUNCTION WITH BAYOU ROAD ON THE LEFT. TURN LEFT AND
 DF7971'PROCEED WEST
 DF7971'ALONG BAYOU ROAD ACROSS BRIDGE OVER BAYOU DE VIEW FOR 2.3 MILES (3.7
 DF7971'KILOMETERS) TO A
 DF7971'DOUBLE GRAVEL DRIVEWAY LEADING TO A BLOCK HOUSE ON THE RIGHT. TURN
 DF7971'INTO DRIVEWAY AND
 DF7971'PROCEED NORTH ALONG DRIVEWAY FOR 138.0 FEET (42.1 METERS) TO THE MARK
 DF7971'IN THE MEDIAN
 DF7971'BETWEEN THE TWO GRAVEL DRIVEWAYS.
 DF7971'MARK IS LOCATED 137.5 FEET (41.9 METERS) NORTH OF THE CENTERLINE OF
 DF7971'BAYOU ROAD 10.0 FEET
 DF7971'(3.0 METERS) EAST OF THE CENTERLINE OF THE WEST DRIVEWAY, 22.5 FEET
 DF7971'(6.9 METERS) WEST OF
 DF7971'THE CENTERLINE OF THE EAST GRAVEL DRIVEWAY AND 2.0 FEET (0.6 METERS)
 DF7971'SOUTH OF A
 DF7971'CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM
 DF7971'POINT ENCASED IN 1
 DF7971'INCH PVC UNDER AN ACCESS COVER STAMPED GR 35309100 2002. MARK IS
 DF7971'RECESSED 8 CENTIMETERS
 DF7971'BELOW ACCESS COVER.
 DF7971'SECTION 17, TOWNSHIP 10 NORTH, RANGE 1 EAST.
 DF7971' 
 DF7971'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7970 ***********************************************************************
 DF7970  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7970  DESIGNATION -  GR 35309130
 DF7970  PID         -  DF7970
 DF7970  STATE/COUNTY-  AR/JACKSON
 DF7970  USGS QUAD   -  VELVET RIDGE (1965)
 DF7970
 DF7970                         *CURRENT SURVEY CONTROL
 DF7970  ___________________________________________________________________
 DF7970* NAD 83(1997)-  35 29 54.03886(N)    091 30 13.51452(W)     ADJUSTED  
 DF7970* NAVD 88     -       146.33   (meters)     480.1    (feet)  GPS OBS   
 DF7970  ___________________________________________________________________
 DF7970  X           -    -136,424.370 (meters)                     COMP
 DF7970  Y           -  -5,196,824.490 (meters)                     COMP
 DF7970  Z           -   3,683,087.568 (meters)                     COMP
 DF7970  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DF7970  ELLIP HEIGHT-         119.10  (meters)          (09/08/03) GPS OBS
 DF7970  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DF7970
 DF7970  HORZ ORDER  -  B
 DF7970  ELLP ORDER  -  FOURTH    CLASS I
 DF7970
 DF7970.The horizontal coordinates were established by GPS observations
 DF7970.and adjusted by the National Geodetic Survey in September 2003..
 DF7970
 DF7970.The orthometric height was determined by GPS observations and a
 DF7970.high-resolution geoid model using precise GPS observation and
 DF7970.processing techniques.
 DF7970
 DF7970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7970
 DF7970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7970
 DF7970.The ellipsoidal height was determined by GPS observations
 DF7970.and is referenced to NAD 83.
 DF7970
 DF7970.The geoid height was determined by GEOID03.
 DF7970
 DF7970;                    North         East     Units Scale Factor Converg.
 DF7970;SPC AR N     -   129,361.290   445,021.994   MT  0.99993705   +0 17 19.6
 DF7970;SPC AR N     -   424,412.83  1,460,042.99   sFT  0.99993705   +0 17 19.6
 DF7970;UTM  15      - 3,929,338.886   635,707.037   MT  0.99982695   +0 52 08.3
 DF7970
 DF7970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7970!SPC AR N     -   0.99998131  x   0.99993705  =   0.99991836
 DF7970!UTM  15      -   0.99998131  x   0.99982695  =   0.99980826
 DF7970
 DF7970                          SUPERSEDED SURVEY CONTROL
 DF7970
 DF7970.No superseded survey control is available for this station.
 DF7970
 DF7970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3570729339(NAD 83)
 DF7970_MARKER: DS = TRIANGULATION STATION DISK
 DF7970_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF7970_SP_SET: HEADWALL
 DF7970_STAMPING: GR 35309130
 DF7970_MARK LOGO: USACE 
 DF7970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7970+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 DF7970
 DF7970  HISTORY     - Date     Condition        Report By
 DF7970  HISTORY     - 20020402 MONUMENTED       USACE
 DF7970  HISTORY     - 20050331 MARK NOT FOUND   ARHD
 DF7970
 DF7970                          STATION DESCRIPTION
 DF7970
 DF7970'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7970'MARK IS LOCATED 8.0 MILES (12.9 KILOMETERS) NORTHWEST OF BRADFORD,
 DF7970'ARKANSAS. TO REACH
 DF7970'THE MARK FROM THE JUNCTION OF ARKANSAS STATE HIGHWAY 367 AND ARKANSAS
 DF7970'STATE HIGHWAY
 DF7970'87 IN BRADFORD, ARKANSAS PROCEED NORTHWEST ALONG ARKANSAS STATE
 DF7970'HIGHWAY 87 FOR 2.6
 DF7970'MILES (4.2 KILOMETERS) TO ITS JUNCTION WITH JACKSON COUNTY ROAD 5 ON
 DF7970'THE RIGHT. TURN
 DF7970'RIGHT AND PROCEED NORTH ALONG JACKSON COUNTY ROAD 5 FOR 3.3 MILES (5.3
 DF7970'KILOMETERS) TO
 DF7970'ITS JUNCTION WITH JACKSON COUNTY ROAD 304 ON THE LEFT. TURN LEFT AND
 DF7970'PROCEED NORTH
 DF7970'AND THEN WEST ALONG JACKSON COUNTY ROAD 304 FOR 1.7 MILES (2.7
 DF7970'KILOMETERS) TO A DIRT
 DF7970'ROAD LEADING TO A PASTURE WHICH IS 0.1 MILES (0.2 KILOMETERS) EAST OF
 DF7970'WHERE JACKSON
 DF7970'COUNTY ROAD 304 ENDS AT A GATE. TURN LEFT AND PROCEED SOUTH ALONG DIRT
 DF7970'ROAD FOR 0.02
 DF7970'MILES (0.03 KILOMETERS) AND THE MARK ON THE RIGHT. MARK IS LOCATED
 DF7970'107.0 FEET (32.6 METERS)
 DF7970'SOUTH OF JACKSON COUNTY ROAD 304, 15.4 FEET (4.7 METERS) WEST OF THE
 DF7970'CENTERLINE OF A
 DF7970'NORTH-SOUTH DIRT ROAD, 6.7 FEET (2.0 METERS) WEST OF A FENCE LINE AND
 DF7970'CARSONITE WITNESS
 DF7970'POST. A MEM COE BRASS DISC STAMPED GR 35309130 2002 SET IN A ROCK
 DF7970'OUTCROP. CAP PROJECTS
 DF7970'30 CENTIMETERS ABOVE GROUND.
 DF7970'SECTION 14, TOWNSHIP 10 NORTH, RANGE 5 WEST.
 DF7970' 
 DF7970'
 DF7970
 DF7970                          STATION RECOVERY (2005)
 DF7970
 DF7970'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DF7970'DISK HAS BEEN REMOVED FROM THE BOULDER SETTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7946 ***********************************************************************
 DF7946  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7946  DESIGNATION -  GR 36009000
 DF7946  PID         -  DF7946
 DF7946  STATE/COUNTY-  AR/MISSISSIPPI
 DF7946  USGS QUAD   -  BLYTHEVILLE (1972)
 DF7946
 DF7946                         *CURRENT SURVEY CONTROL
 DF7946  ___________________________________________________________________
 DF7946* NAD 83(1997)-  35 59 53.58982(N)    089 59 45.22122(W)     ADJUSTED  
 DF7946* NAVD 88     -        75.80   (meters)     248.7    (feet)  GPS OBS   
 DF7946  ___________________________________________________________________
 DF7946  X           -         370.153 (meters)                     COMP
 DF7946  Y           -  -5,166,153.379 (meters)                     COMP
 DF7946  Z           -   3,728,059.793 (meters)                     COMP
 DF7946  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DF7946  ELLIP HEIGHT-          47.57  (meters)          (09/08/03) GPS OBS
 DF7946  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DF7946
 DF7946  HORZ ORDER  -  B
 DF7946  ELLP ORDER  -  FOURTH    CLASS I
 DF7946
 DF7946.The horizontal coordinates were established by GPS observations
 DF7946.and adjusted by the National Geodetic Survey in September 2003..
 DF7946
 DF7946.The orthometric height was determined by GPS observations and a
 DF7946.high-resolution geoid model using precise GPS observation and
 DF7946.processing techniques.
 DF7946
 DF7946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7946
 DF7946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7946
 DF7946.The ellipsoidal height was determined by GPS observations
 DF7946.and is referenced to NAD 83.
 DF7946
 DF7946.The geoid height was determined by GEOID03.
 DF7946
 DF7946;                    North         East     Units Scale Factor Converg.
 DF7946;SPC AR N     -   186,546.867   580,682.231   MT  0.99996197   +1 09 58.3
 DF7946;SPC AR N     -   612,029.18  1,905,121.62   sFT  0.99996197   +1 09 58.3
 DF7946;UTM  16      - 3,987,902.988   229,942.703   MT  1.00049875   -1 45 43.0
 DF7946;UTM  15      - 3,987,925.793   770,797.616   MT  1.00050368   +1 46 00.4
 DF7946
 DF7946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7946!SPC AR N     -   0.99999253  x   0.99996197  =   0.99995450
 DF7946!UTM  16      -   0.99999253  x   1.00049875  =   1.00049128
 DF7946!UTM  15      -   0.99999253  x   1.00050368  =   1.00049621
 DF7946
 DF7946                          SUPERSEDED SURVEY CONTROL
 DF7946
 DF7946.No superseded survey control is available for this station.
 DF7946
 DF7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2994387903(NAD 83)
 DF7946_MARKER: DD = SURVEY DISK
 DF7946_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7946_STAMPING: GR 36009000 2002
 DF7946_MARK LOGO: USACE 
 DF7946_PROJECTION: FLUSH
 DF7946_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7946+STABILITY: POSITION/ELEVATION WELL
 DF7946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7946+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 DF7946_ROD/PIPE-DEPTH: 31.1 meters
 DF7946_SLEEVE-DEPTH  : 0.9 meters
 DF7946
 DF7946  HISTORY     - Date     Condition        Report By
 DF7946  HISTORY     - 20020330 MONUMENTED       USACE
 DF7946  HISTORY     - 20030716 GOOD             EMCINC
 DF7946
 DF7946                          STATION DESCRIPTION
 DF7946
 DF7946'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7946'MARK IS LOCATED 6.5 MILES (10.5 KILOMETERS) NORTHWEST OF BLYTHEVILLE,
 DF7946'ARKANSAS. TO REACH
 DF7946'THE MARK FROM THE INTERSECTION OF ARKANSAS STATE HIGHWAY 18 AND
 DF7946'ARKANSAS STATE
 DF7946'HIGHWAY 151 AT THE WEST EDGE OF BLYTHEVILLE, ARKANSAS, PROCEED
 DF7946'NORTHWEST ALONG
 DF7946'ARKANSAS STATE HIGHWAY 151 FOR 6.6 MILES (10.6 KILOMETERS) TO THE
 DF7946'ARKANSAS-MISSOURI
 DF7946'STATE LINE AND A GRAVEL ROAD THAT TURNS TO THE TOP OF LEVEE. TURN LEFT
 DF7946'AND PROCEED
 DF7946'ALONG TOP OF LEVEE FOR 0.05 MILES (0.1 KILOMETERS) TO LMP
 DF7946'THREE-FOURTHS AND THE MARK ON
 DF7946'THE LEFT. MARK
 DF7946'IS LOCATED 201.0 FEET (61.3 METERS) WEST OF CENTERLINE OF HIGHWAY 151,
 DF7946'103.9 FEET (31.7
 DF7946'METERS) WEST-NORTHWEST OF A POWER POLE 79.0 FEET (24.1 METERS)
 DF7946'WEST-NORTHWEST OF TRI
 DF7946'STATION CALUMET, 77.2 FEET (23.5 METERS) EAST OF THE CENTER OF A
 DF7946'LOCKED GATE ACROSS LEVEE,
 DF7946'12.2 FEET (3.7 METERS) SOUTH OF THE CENTERLINE OF THE GRAVEL LEVEE
 DF7946'ROAD AND 3.5 FEET (1.1
 DF7946'METERS) NORTH OF LMP THREE-FOURTHS, A STAINLESS STEEL ROD WITH A
 DF7946'DRILLED DATUM POINT
 DF7946'ENCASED IN 1 INCH PVC SET UNDER AN ACCESS COVER STAMPED GR 36009000
 DF7946'2002. MARK IS
 DF7946'RECESSED 8 CENTIMETERS BELOW ACCESS COVER.
 DF7946'SECTION 23, TOWNSHIP 16 NORTH, RANGE 10 EAST.
 DF7946' 
 DF7946'
 DF7946
 DF7946                          STATION RECOVERY (2003)
 DF7946
 DF7946'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7946'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7945 ***********************************************************************
 DF7945  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7945  DESIGNATION -  GR 36009030
 DF7945  PID         -  DF7945
 DF7945  STATE/COUNTY-  AR/GREENE
 DF7945  USGS QUAD   -  DIXIE (1983)
 DF7945
 DF7945                         *CURRENT SURVEY CONTROL
 DF7945  ___________________________________________________________________
 DF7945* NAD 83(1997)-  35 59 57.04545(N)    090 29 43.20689(W)     ADJUSTED  
 DF7945* NAVD 88     -        80.90   (meters)     265.4    (feet)  GPS OBS   
 DF7945  ___________________________________________________________________
 DF7945  X           -     -44,661.528 (meters)                     COMP
 DF7945  Y           -  -5,165,901.916 (meters)                     COMP
 DF7945  Z           -   3,728,149.001 (meters)                     COMP
 DF7945  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 DF7945  ELLIP HEIGHT-          52.74  (meters)          (09/08/03) GPS OBS
 DF7945  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DF7945
 DF7945  HORZ ORDER  -  B
 DF7945  ELLP ORDER  -  FOURTH    CLASS I
 DF7945
 DF7945.The horizontal coordinates were established by GPS observations
 DF7945.and adjusted by the National Geodetic Survey in September 2003..
 DF7945
 DF7945.The orthometric height was determined by GPS observations and a
 DF7945.high-resolution geoid model using precise GPS observation and
 DF7945.processing techniques.
 DF7945
 DF7945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7945
 DF7945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7945
 DF7945.The ellipsoidal height was determined by GPS observations
 DF7945.and is referenced to NAD 83.
 DF7945
 DF7945.The geoid height was determined by GEOID03.
 DF7945
 DF7945;                    North         East     Units Scale Factor Converg.
 DF7945;SPC AR N     -   185,851.062   535,657.105   MT  0.99996209   +0 52 32.0
 DF7945;SPC AR N     -   609,746.36  1,757,401.69   sFT  0.99996209   +0 52 32.0
 DF7945;UTM  15      - 3,986,758.930   725,764.232   MT  1.00022808   +1 28 22.1
 DF7945
 DF7945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7945!SPC AR N     -   0.99999172  x   0.99996209  =   0.99995381
 DF7945!UTM  15      -   0.99999172  x   1.00022808  =   1.00021980
 DF7945
 DF7945                          SUPERSEDED SURVEY CONTROL
 DF7945
 DF7945.No superseded survey control is available for this station.
 DF7945
 DF7945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2576486759(NAD 83)
 DF7945_MARKER: A = ALUMINUM MARKER
 DF7945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7945_STAMPING: GR 36009030 2002
 DF7945_MARK LOGO: USACE 
 DF7945_PROJECTION: FLUSH
 DF7945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7945+STABILITY: POSITION/ELEVATION WELL
 DF7945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7945+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 DF7945_ROD/PIPE-DEPTH: 16.5 meters
 DF7945_SLEEVE-DEPTH  :  0.9 meters
 DF7945
 DF7945  HISTORY     - Date     Condition        Report By
 DF7945  HISTORY     - 20020329 MONUMENTED       USACE
 DF7945
 DF7945                          STATION DESCRIPTION
 DF7945
 DF7945'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7945'MARK IS LOCATED 4.0 MILES (6.4 KILOMETERS) SOUTH OF PARAGOULD,
 DF7945'ARKANSAS. TO REACH THE
 DF7945'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 412 ON
 DF7945'THE WEST SIDE OF
 DF7945'PARAGOULD, ARKANSAS AT THE CITY CEMETERY, PROCEED SOUTH ALONG U.S.
 DF7945'HIGHWAY 49 FOR 5.0
 DF7945'MILES (8.0 KILOMETERS) TO ITS INTERSECTION WITH ARKANSAS STATE HIGHWAY
 DF7945'69. TURN LEFT AND
 DF7945'PROCEED EAST ALONG ARKANSAS STATE HIGHWAY 69 FOR 2.5 MILES (4.0
 DF7945'KILOMETERS) TO ITS
 DF7945'INTERSECTION WITH GREENE COUNTY ROAD 912. TURN LEFT AND PROCEED NORTH
 DF7945'ALONG GREENE
 DF7945'COUNTY ROAD 912 FOR 0.8 MILES (1.3 KILOMETERS) TO THE MARK ON THE
 DF7945'RIGHT ON A LEVEE FOR
 DF7945'MINNOW PONDS. MARK IS LOCATED 63.7 FEET (19.4 KILOMETERS) EAST OF
 DF7945'COUNTY ROAD 912, 23.0
 DF7945'FEET (7.0 METERS) WEST OF THE JUNCTION OF THE GRAVELED LEVEE ROAD AND
 DF7945'AN EAST-WEST DIRT
 DF7945'ROAD SEPARATING PONDS, 12.7 FEET (3.9 METERS) WEST OF THE CENTERLINE
 DF7945'OF THE GRAVELED
 DF7945'LEVEE ROAD AND 2.0 FEET (0.6 METERS) EAST OF A CARSONITE WITNESS POST.
 DF7945'A STAINLESS STEEL
 DF7945'ROD WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC SET UNDER AN
 DF7945'ACCESS COVER STAMPED
 DF7945'GR 36009030 2002. MARK IS RECESSED 10 CENTIMETERS BELOW ACCESS COVER.
 DF7945'SECTION 19, TOWNSHIP 16 NORTH, RANGE 6 EAST.
 DF7945'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7944 ***********************************************************************
 DF7944  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7944  DESIGNATION -  GR 36009130
 DF7944  PID         -  DF7944
 DF7944  STATE/COUNTY-  AR/SHARP
 DF7944  USGS QUAD   -  POUGHKEEPSIE (1965)
 DF7944
 DF7944                         *CURRENT SURVEY CONTROL
 DF7944  ___________________________________________________________________
 DF7944* NAD 83(1997)-  36 00 17.47547(N)    091 29 22.49109(W)     ADJUSTED  
 DF7944* NAVD 88     -       139.90   (meters)     459.0    (feet)  GPS OBS   
 DF7944  ___________________________________________________________________
 DF7944  X           -    -134,285.096 (meters)                     COMP
 DF7944  Y           -  -5,164,026.976 (meters)                     COMP
 DF7944  Z           -   3,728,693.179 (meters)                     COMP
 DF7944  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DF7944  ELLIP HEIGHT-         111.86  (meters)          (09/08/03) GPS OBS
 DF7944  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DF7944
 DF7944  HORZ ORDER  -  B
 DF7944  ELLP ORDER  -  FOURTH    CLASS I
 DF7944
 DF7944.The horizontal coordinates were established by GPS observations
 DF7944.and adjusted by the National Geodetic Survey in September 2003..
 DF7944
 DF7944.The orthometric height was determined by GPS observations and a
 DF7944.high-resolution geoid model using precise GPS observation and
 DF7944.processing techniques.
 DF7944
 DF7944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7944
 DF7944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7944
 DF7944.The ellipsoidal height was determined by GPS observations
 DF7944.and is referenced to NAD 83.
 DF7944
 DF7944.The geoid height was determined by GEOID03.
 DF7944
 DF7944;                    North         East     Units Scale Factor Converg.
 DF7944;SPC AR N     -   185,563.464   446,016.534   MT  0.99996281   +0 17 49.2
 DF7944;SPC AR N     -   608,802.80  1,463,305.91   sFT  0.99996281   +0 17 49.2
 DF7944;UTM  15      - 3,985,541.780   636,127.057   MT  0.99982833   +0 53 17.0
 DF7944
 DF7944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7944!SPC AR N     -   0.99998244  x   0.99996281  =   0.99994525
 DF7944!UTM  15      -   0.99998244  x   0.99982833  =   0.99981078
 DF7944
 DF7944                          SUPERSEDED SURVEY CONTROL
 DF7944
 DF7944.No superseded survey control is available for this station.
 DF7944
 DF7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3612785542(NAD 83)
 DF7944_MARKER: A = ALUMINUM MARKER
 DF7944_SETTING: 66 = SET IN ROCK OUTCROP
 DF7944_STAMPING: GR 36009130 2002
 DF7944_MARK LOGO: USACE 
 DF7944_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7944+STABILITY: POSITION/ELEVATION WELL
 DF7944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7944+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005
 DF7944
 DF7944  HISTORY     - Date     Condition        Report By
 DF7944  HISTORY     - 20020329 MONUMENTED       USACE
 DF7944  HISTORY     - 20050331 GOOD             ARHD
 DF7944
 DF7944                          STATION DESCRIPTION
 DF7944
 DF7944'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7944'MARK IS LOCATED 6.0 MILES (9.7 KILOMETERS) NORTHEAST OF CAVE CITY,
 DF7944'ARKANSAS. TO REACH THE
 DF7944'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 167 AND ARKANSAS STATE
 DF7944'HIGHWAYS 58/115,
 DF7944'PROCEED NORTHEAST ALONG ARKANSAS STATE HIGHWAYS 58/115 FOR 5.3 MILES
 DF7944'(8.5 KILOMETERS)
 DF7944'TO WHERE ARKANSAS STATE HIGHWAY 58 TURNS NORTH AND ARKANSAS STATE
 DF7944'HIGHWAY 115
 DF7944'CONTINUES EAST. TURN LEFT AND PROCEED NORTH ALONG ARKANSAS STATE
 DF7944'HIGHWAY 58 FOR 0.5
 DF7944'MILES (0.8 KILOMETERS) TO THE MARK ON THE RIGHT. MARK IS LOCATED 36.7
 DF7944'FEET (11.2 METERS)
 DF7944'EAST OF CENTERLINE OF HIGHWAY 58, 115.2 FEET (35.1 METERS) NORTH OF A
 DF7944'POWER POLE AND 4.7
 DF7944'FEET (1.4 METERS) WEST OF A FENCE AND A CARSONITE WITNESS POST. A COE
 DF7944'BRASS CAP SET IN A
 DF7944'ROCK OUTCROP STAMPED GR 36009130 2002. MARK PROJECTS 3 CENTIMETERS
 DF7944'ABOVE GROUND.
 DF7944'SECTION 26, TOWNSHIP 16 NORTH, RANGE 5 WEST.
 DF7944'
 DF7944
 DF7944                          STATION RECOVERY (2005)
 DF7944
 DF7944'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DF7944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7939 ***********************************************************************
 DF7939  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7939  DESIGNATION -  GR 36309030
 DF7939  PID         -  DF7939
 DF7939  STATE/COUNTY-  AR/CLAY
 DF7939  USGS QUAD   -  CORNING (1964)
 DF7939
 DF7939                         *CURRENT SURVEY CONTROL
 DF7939  ___________________________________________________________________
 DF7939* NAD 83(1997)-  36 29 38.07076(N)    090 30 58.76170(W)     ADJUSTED  
 DF7939* NAVD 88     -        89.61   (meters)     294.0    (feet)  GPS OBS   
 DF7939  ___________________________________________________________________
 DF7939  X           -     -46,261.355 (meters)                     COMP
 DF7939  Y           -  -5,133,434.310 (meters)                     COMP
 DF7939  Z           -   3,772,427.230 (meters)                     COMP
 DF7939  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DF7939  ELLIP HEIGHT-          60.66  (meters)          (09/08/03) GPS OBS
 DF7939  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DF7939
 DF7939  HORZ ORDER  -  B
 DF7939  ELLP ORDER  -  FOURTH    CLASS I
 DF7939
 DF7939.The horizontal coordinates were established by GPS observations
 DF7939.and adjusted by the National Geodetic Survey in September 2003..
 DF7939
 DF7939.The orthometric height was determined by GPS observations and a
 DF7939.high-resolution geoid model using precise GPS observation and
 DF7939.processing techniques.
 DF7939
 DF7939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7939
 DF7939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7939
 DF7939.The ellipsoidal height was determined by GPS observations
 DF7939.and is referenced to NAD 83.
 DF7939
 DF7939.The geoid height was determined by GEOID03.
 DF7939
 DF7939;                    North         East     Units Scale Factor Converg.
 DF7939;SPC AR N     -   240,713.361   532,937.892   MT  1.00006191   +0 51 48.1
 DF7939;SPC AR N     -   789,740.42  1,748,480.40   sFT  1.00006191   +0 51 48.1
 DF7939;UTM  15      - 4,041,601.097   722,464.364   MT  1.00020979   +1 28 39.9
 DF7939
 DF7939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7939!SPC AR N     -   0.99999048  x   1.00006191  =   1.00005239
 DF7939!UTM  15      -   0.99999048  x   1.00020979  =   1.00020027
 DF7939
 DF7939                          SUPERSEDED SURVEY CONTROL
 DF7939
 DF7939.No superseded survey control is available for this station.
 DF7939
 DF7939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2246441601(NAD 83)
 DF7939_MARKER: A = ALUMINUM MARKER
 DF7939_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7939_STAMPING: GR 36309030 2002
 DF7939_MARK LOGO: USACE 
 DF7939_PROJECTION: FLUSH
 DF7939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7939+STABILITY: POSITION/ELEVATION WELL
 DF7939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7939+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 DF7939_ROD/PIPE-DEPTH: 40.5 meters
 DF7939_SLEEVE-DEPTH  :  0.9 meters
 DF7939
 DF7939  HISTORY     - Date     Condition        Report By
 DF7939  HISTORY     - 20020328 MONUMENTED       USACE
 DF7939
 DF7939                          STATION DESCRIPTION
 DF7939
 DF7939'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7939'MARK IS LOCATED 7.0 MILES (11.3 KILOMETERS) NORTHEAST OF COMING,
 DF7939'ARKANSAS. TO REACH MARK
 DF7939'FROM THE INTERSECTION OF U.S. HIGHWAY 62 AND U.S. HIGHWAY 67 IN
 DF7939'COMING, ARKANSAS,
 DF7939'PROCEED NORTH ALONG U.S. HIGHWAY 67 FOR 7.1 MILES (11.4 KILOMETERS) TO
 DF7939'STATE LINE ROAD ON
 DF7939'THE RIGHT AT THE MISSOURI-ARKANSAS STATE LINE. TURN RIGHT AND PROCEED
 DF7939'EAST ALONG STATE
 DF7939'LINE ROAD FOR 1.45 MILES (2.3 KILOMETERS) TO CLAY COUNTY ROAD 157
 DF7939'WHICH PARALLELS THE
 DF7939'MISSOURI PACIFIC RAILROAD ON THE EAST SIDE. TURN RIGHT AND PROCEED
 DF7939'SOUTH ALONG CLAY
 DF7939'COUNTY ROAD 157 FOR 0.3 MILES (0.5 KILOMETERS) AND THE MARK ON THE
 DF7939'LEFT. MARK IS LOCATED
 DF7939'85.5 FEET (26.1 METERS) SOUTHEAST OF THE CENTERLINE OF THE RAILROAD
 DF7939'TRACKS, 20.4 FEET (6.2
 DF7939'METERS) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 157 AND 5.5 FEET
 DF7939'(1.7 METERS)
 DF7939'SOUTHWEST OF A POWER POLE AND CARSONITE WITNESS POST. A STAINLESS
 DF7939'STEEL ROD WITH A
 DF7939'DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ALUMINUM ACCESS
 DF7939'COVER STAMPED GR
 DF7939'36309030 2002. MARK IS RECESSED 3 CENTIMETERS UNDER ACCESS COVER.
 DF7939'SECTION 3, TOWNSHIP 21 NORTH, RANGE 5 EAST.
 DF7939'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2595 ***********************************************************************
 EH2595  DESIGNATION -  GRADY
 EH2595  PID         -  EH2595
 EH2595  STATE/COUNTY-  AR/LINCOLN
 EH2595  USGS QUAD   -  GRADY (1975)
 EH2595
 EH2595                         *CURRENT SURVEY CONTROL
 EH2595  ___________________________________________________________________
 EH2595* NAD 83(1986)-  34 04 41.     (N)    091 41 31.     (W)     SCALED    
 EH2595* NAVD 88     -        56.152  (meters)     184.23   (feet)  ADJUSTED  
 EH2595  ___________________________________________________________________
 EH2595  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH2595  DYNAMIC HT  -          56.097 (meters)     184.04  (feet)  COMP
 EH2595  MODELED GRAV-     979,656.8   (mgal)                       NAVD 88
 EH2595
 EH2595  VERT ORDER  -  FIRST     CLASS II
 EH2595
 EH2595.The horizontal coordinates were scaled from a topographic map and have
 EH2595.an estimated accuracy of +/- 6 seconds.
 EH2595
 EH2595.The orthometric height was determined by differential leveling
 EH2595.and adjusted by the National Geodetic Survey in June 1991..
 EH2595
 EH2595.The geoid height was determined by GEOID03.
 EH2595
 EH2595.The dynamic height is computed by dividing the NAVD 88
 EH2595.geopotential number by the normal gravity value computed on the
 EH2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2595.degrees latitude (g = 980.6199 gals.).
 EH2595
 EH2595.The modeled gravity was interpolated from observed gravity values.
 EH2595
 EH2595;                    North         East    Units  Estimated Accuracy
 EH2595;SPC AR S     -   556,580.      428,430.      MT  (+/- 180 meters Scaled)
 EH2595
 EH2595                          SUPERSEDED SURVEY CONTROL
 EH2595
 EH2595.No superseded survey control is available for this station.
 EH2595
 EH2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT206715(NAD 83)
 EH2595_MARKER: DS = TRIANGULATION STATION DISK
 EH2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2595_SP_SET: CONCRETE POST
 EH2595_STAMPING: GRADY 1940
 EH2595_MARK LOGO: CGS   
 EH2595_PROJECTION: FLUSH
 EH2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2595+STABILITY: SURFACE MOTION
 EH2595
 EH2595  HISTORY     - Date     Condition        Report By
 EH2595  HISTORY     - 1940     MONUMENTED       CGS
 EH2595  HISTORY     - 1984     GOOD             NGS
 EH2595  HISTORY     - 1989     GOOD             USPSQD
 EH2595  HISTORY     - 1990     GOOD             USPSQD
 EH2595
 EH2595                          STATION DESCRIPTION
 EH2595
 EH2595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2595'0.7 KM (0.45 MI) SE FROM GRADY.
 EH2595'0.7 KM (0.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2595'IN GRADY, AT THE INTERSECTION OF GUM STREET LEADING NORTH-NORTHWEST,
 EH2595'IN THE LAWN OF THE OLD MOUNT PISGAH CHURCH, 36.88 METERS (121.0 FT)
 EH2595'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39.92 METERS
 EH2595'(131.0 FT) SOUTHEAST OF A POWER LINE POLE, AND 15.69 METERS (51.5 FT)
 EH2595'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH.
 EH2595'THE MARK IS 0.30 M BELOW HIGHWAY.
 EH2595
 EH2595                          STATION RECOVERY (1989)
 EH2595
 EH2595'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2595'RECOVERED IN GOOD CONDITION.
 EH2595
 EH2595                          STATION RECOVERY (1990)
 EH2595
 EH2595'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3004 ***********************************************************************
 EH3004  DESIGNATION -  GRADY
 EH3004  PID         -  EH3004
 EH3004  STATE/COUNTY-  AR/LINCOLN
 EH3004  USGS QUAD   -  GRADY (1975)
 EH3004
 EH3004                         *CURRENT SURVEY CONTROL
 EH3004  ___________________________________________________________________
 EH3004* NAD 83(1997)-  34 04 35.89432(N)    091 41 31.48619(W)     ADJUSTED  
 EH3004* NAVD 88     -        56.17   (+/-2cm)     184.3    (feet)  VERTCON   
 EH3004  ___________________________________________________________________
 EH3004  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 EH3004  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH3004
 EH3004  HORZ ORDER  -  FIRST
 EH3004  VERT ORDER  -  THIRD ? (See Below)
 EH3004
 EH3004.The horizontal coordinates were established by classical geodetic methods
 EH3004.and adjusted by the National Geodetic Survey in September 1999..
 EH3004
 EH3004.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3004.The vertical order pertains to the NGVD 29 superseded value.
 EH3004
 EH3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3004
 EH3004.The geoid height was determined by GEOID03.
 EH3004
 EH3004;                    North         East     Units Scale Factor Converg.
 EH3004;SPC AR S     -   556,425.686   428,419.245   MT  0.99991874   +0 10 20.4
 EH3004;SPC AR S     - 1,825,539.94  1,405,572.14   sFT  0.99991874   +0 10 20.4
 EH3004;UTM  15      - 3,771,425.263   620,678.979   MT  0.99977952   +0 43 58.5
 EH3004
 EH3004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3004!SPC AR S     -   0.99999527  x   0.99991874  =   0.99991401
 EH3004!UTM  15      -   0.99999527  x   0.99977952  =   0.99977479
 EH3004
 EH3004|---------------------------------------------------------------------|
 EH3004| PID    Reference Object                     Distance      Geod. Az  |
 EH3004|                                                           dddmmss.s |
 EH3004| CY6136 GRADY RM 1                           64.145 METERS 08749     |
 EH3004| CY6137 GRADY RM 2                           57.640 METERS 18234     |
 EH3004| EH2594 GRADY AZ MK                                        2940306.1 |
 EH3004|---------------------------------------------------------------------|
 EH3004
 EH3004                          SUPERSEDED SURVEY CONTROL
 EH3004
 EH3004  NAD 83(1986)-  34 04 35.90244(N)    091 41 31.48019(W) AD(       ) 1
 EH3004  NAD 27      -  34 04 35.54100(N)    091 41 31.01600(W) AD(       ) 1
 EH3004  NGVD 29 (07/19/86)   56.25   (m)          184.5    (f) LEVELING    3  
 EH3004
 EH3004.Superseded values are not recommended for survey control.
 EH3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3004.See file dsdata.txt to determine how the superseded data were derived.
 EH3004
 EH3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT2067971425(NAD 83)
 EH3004_MARKER: DS = TRIANGULATION STATION DISK
 EH3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3004
 EH3004  HISTORY     - Date     Condition        Report By
 EH3004  HISTORY     - 1940     MONUMENTED       CGS
 EH3004  HISTORY     - 1963     GOOD             CGS
 EH3004
 EH3004                          STATION DESCRIPTION
 EH3004
 EH3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3004'STATION IS LOCATED ABOUT 1/2 MILE E OF GRADY AND ABOUT 4-1/2
 EH3004'MILES SE OF TAMO AND 129.3 FEET NE OF U.S. HIGHWAY 65 CENTER
 EH3004'LINE.  IT IS ON THE GROUNDS OF THE MOUNT PISGAH (COLORED)
 EH3004'CHURCH, 51.5 FEET WNW OF THE NW CORNER OF THE CHURCH, AND
 EH3004'IS 7 FEET E OF A 4- BY 4-INCH WHITE REFERENCE POST STAMPED
 EH3004'U.S. TRIANGULATION.
 EH3004'
 EH3004'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH3004'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH3004'
 EH3004'THE SURFACE MARK PROJECTS ABOUT 4 INCHES AND IS STAMPED GRADY
 EH3004'1940.
 EH3004'
 EH3004'REFERENCE MARK NO.1 IS 1.0 FOOT SE OF FENCE LINE AND 8.8
 EH3004'FEET NW OF THE CENTER LINE OF A DIRT ROAD.  IT PROJECTS
 EH3004'ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 EH3004'AS THE STATION.  REFERENCE MARK IS STAMPED GRADY NO.1, 1940.
 EH3004'
 EH3004'REFERENCE MARK NO.2 IS 44.7 FEET SW OF THE CENTER LINE OF
 EH3004'U.S. HIGHWAY 65 AND 46.6 FEET NE OF THE CENTER LINE OF THE W
 EH3004'RAILROAD TRACK, AND 90.5 FEET N OF THE CENTER LINE OF A DIRT
 EH3004'ROAD CROSSING RAILROAD TRACK.  IT PROJECTS ABOUT 4 INCHES
 EH3004'ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 EH3004'REFERENCE MARK IS STAMPED GRADY NO.2, 1940.
 EH3004'
 EH3004'AZIMUTH MARK IS 0.25 MILE NW OF THE STATION, 41.8 FEET
 EH3004'SW OF U.S. HIGHWAY 65, AND 48.6 FEET NE OF THE CENTER LINE
 EH3004'OF THE W RAILROAD TRACK, AND 14.7 FEET S OF TELEPHONE POST
 EH3004'NO.2465.  AZIMUTH MARK PROJECTS ABOUT 4 INCHES ABOVE THE
 EH3004'SURFACE OF THE GROUND, AND IS 4.5 FEET N OF WHITE REFERENCE
 EH3004'POST STAMPED U.S. AZIMUTH MARK.  THE MARK IS STAMPED GRADY 1940.
 EH3004'
 EH3004'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S. HIGHWAY
 EH3004'65 AND STATE HIGHWAY 11, FROM THE MAIN PART OF GRADY, FOLLOW
 EH3004'U.S. HIGHWAY 65 SE 0.55 MILE TO MOUNT PISGAH CHURCH ON THE
 EH3004'LEFT (NE) SIDE OF HIGHWAY, TURN LEFT INTO CHURCH GROUNDS AND
 EH3004'TO STATION.
 EH3004'
 EH3004'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 EH3004
 EH3004                          STATION RECOVERY (1963)
 EH3004
 EH3004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH3004'STATION, THE AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 EH3004'GOOD CONDITION, ALTHOUGH RM NO. 2 HAS BEEN CHIPPED.  THE ROUTE
 EH3004'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2594 ***********************************************************************
 EH2594  DESIGNATION -  GRADY AZ MK
 EH2594  PID         -  EH2594
 EH2594  STATE/COUNTY-  AR/LINCOLN
 EH2594  USGS QUAD   -  GRADY (1975)
 EH2594
 EH2594                         *CURRENT SURVEY CONTROL
 EH2594  ___________________________________________________________________
 EH2594* NAD 83(1986)-  34 04 41.     (N)    091 41 45.     (W)     SCALED    
 EH2594* NAVD 88     -        56.962  (meters)     186.88   (feet)  ADJUSTED  
 EH2594  ___________________________________________________________________
 EH2594  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH2594  DYNAMIC HT  -          56.907 (meters)     186.70  (feet)  COMP
 EH2594  MODELED GRAV-     979,657.0   (mgal)                       NAVD 88
 EH2594
 EH2594  VERT ORDER  -  FIRST     CLASS II
 EH2594
 EH2594.The horizontal coordinates were scaled from a topographic map and have
 EH2594.an estimated accuracy of +/- 6 seconds.
 EH2594
 EH2594.The orthometric height was determined by differential leveling
 EH2594.and adjusted by the National Geodetic Survey in June 1991..
 EH2594
 EH2594.The geoid height was determined by GEOID03.
 EH2594
 EH2594.The dynamic height is computed by dividing the NAVD 88
 EH2594.geopotential number by the normal gravity value computed on the
 EH2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2594.degrees latitude (g = 980.6199 gals.).
 EH2594
 EH2594.The modeled gravity was interpolated from observed gravity values.
 EH2594
 EH2594;                    North         East    Units  Estimated Accuracy
 EH2594;SPC AR S     -   556,580.      428,070.      MT  (+/- 180 meters Scaled)
 EH2594
 EH2594                          SUPERSEDED SURVEY CONTROL
 EH2594
 EH2594.No superseded survey control is available for this station.
 EH2594
 EH2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT203715(NAD 83)
 EH2594_MARKER: DZ = AZIMUTH MARK DISK
 EH2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2594_SP_SET: CONCRETE POST
 EH2594_STAMPING: GRADY 1940
 EH2594_MARK LOGO: CGS   
 EH2594_PROJECTION: PROJECTING 6 CENTIMETERS
 EH2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2594+STABILITY: SURFACE MOTION
 EH2594
 EH2594  HISTORY     - Date     Condition        Report By
 EH2594  HISTORY     - 1940     MONUMENTED       CGS
 EH2594  HISTORY     - 1984     POOR             NGS
 EH2594  HISTORY     - 1988     POOR             USPSQD
 EH2594  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EH2594  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EH2594
 EH2594                          STATION DESCRIPTION
 EH2594
 EH2594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2594'0.4 KM (0.25 MI) SE FROM GRADY.
 EH2594'RECOVERED IN POOR CONDITION, THE DATE IS BARELY LEGIBLE, DISK APPEARS
 EH2594'TO HAVE BEEN HIT BY MOWING EQUIPMENT.  0.4 KM (0.25 MI) SOUTHEAST
 EH2594'ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN GRADY, 13.10 METERS
 EH2594'(43.0 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.02 METERS
 EH2594'(46.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE MISSOURI PACIFIS
 EH2594'RAILROAD, AND 19.50 METERS (64.0 FT) SOUTHWEST AND ACROSS HIGHWAY FROM
 EH2594'A POWER LINE POLE WITH A TRANSFORMER.
 EH2594'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 EH2594'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EH2594
 EH2594                          STATION RECOVERY (1988)
 EH2594
 EH2594'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2594'MARK RECOVERED IN POOR CONDITION.
 EH2594
 EH2594                          STATION RECOVERY (1989)
 EH2594
 EH2594'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2594'MARK NOT FOUND.
 EH2594
 EH2594                          STATION RECOVERY (1990)
 EH2594
 EH2594'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3003 ***********************************************************************
 EH3003  DESIGNATION -  GRADY MUNICIPAL TANK
 EH3003  PID         -  EH3003
 EH3003  STATE/COUNTY-  AR/LINCOLN
 EH3003  USGS QUAD   -  GRADY (1975)
 EH3003
 EH3003                         *CURRENT SURVEY CONTROL
 EH3003  ___________________________________________________________________
 EH3003* NAD 83(1997)-  34 04 45.69983(N)    091 42 06.28707(W)     ADJUSTED  
 EH3003* NAVD 88     -                                                        
 EH3003  ___________________________________________________________________
 EH3003  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 EH3003  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH3003
 EH3003  HORZ ORDER  -  THIRD
 EH3003
 EH3003.The horizontal coordinates were established by classical geodetic methods
 EH3003.and adjusted by the National Geodetic Survey in September 1999..
 EH3003
 EH3003
 EH3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3003
 EH3003.The geoid height was determined by GEOID03.
 EH3003
 EH3003;                    North         East     Units Scale Factor Converg.
 EH3003;SPC AR S     -   556,725.148   427,526.169   MT  0.99991878   +0 10 00.9
 EH3003;SPC AR S     - 1,826,522.42  1,402,642.11   sFT  0.99991878   +0 10 00.9
 EH3003;UTM  15      - 3,771,715.932   619,783.141   MT  0.99977687   +0 43 39.2
 EH3003
 EH3003                          SUPERSEDED SURVEY CONTROL
 EH3003
 EH3003  NAD 83(1986)-  34 04 45.70811(N)    091 42 06.28127(W) AD(       ) 4
 EH3003  NAD 27      -  34 04 45.34800(N)    091 42 05.81600(W) AD(       ) 3
 EH3003
 EH3003.Superseded values are not recommended for survey control.
 EH3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3003.See file dsdata.txt to determine how the superseded data were derived.
 EH3003
 EH3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1978371716(NAD 83)
 EH3003_MARKER: 53 = ELEVATED TANK
 EH3003
 EH3003  HISTORY     - Date     Condition        Report By
 EH3003  HISTORY     - 1939     FIRST OBSERVED   CGS
 EH3003  HISTORY     - 1940     GOOD             CGS
 EH3003
 EH3003                          STATION DESCRIPTION
 EH3003
 EH3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EH3003'POINT OBSERVED WAS THE FINIAL ON MUNICIPAL STEEL WATER TANK,
 EH3003'ABOUT 100 FEET HIGH, SILVER PAINTED.  STATION NOT VISITED.
 EH3003'TOWN OF GRADY.
 EH3003
 EH3003                          STATION RECOVERY (1940)
 EH3003
 EH3003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3003'A NEW DESCRIPTION OF THE STATION IS GIVEN BELOW.
 EH3003'
 EH3003'THE POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL
 EH3003'WATER TANK IN GRADY.  THIS TANK IS A STEEL STRUCTURE, PAINTED
 EH3003'SILVER ON SILVER COLORED LEGS.  IT IS APPROXIMATELY 105
 EH3003'FEET TO THE PLATFORM AROUND THE BASE OF THE TANK AND 25
 EH3003'FEET TO THE FINIAL FROM THE PLATFORM.  THE TANK HAS A CONICAL
 EH3003'TOP.
 EH3003'
 EH3003'THE TANK IS LOCATED IN THE SW PART OF TOWN, AND IS ABOUT
 EH3003'100 YARDS SW OF THE MISSOURI PACIFIC TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1782 ***********************************************************************
 FG1782  DESIGNATION -  GRANDVIEW
 FG1782  PID         -  FG1782
 FG1782  STATE/COUNTY-  AR/VAN BUREN
 FG1782  USGS QUAD   -  REX (1965)
 FG1782
 FG1782                         *CURRENT SURVEY CONTROL
 FG1782  ___________________________________________________________________
 FG1782* NAD 83(1997)-  35 32 11.39671(N)    092 40 56.55076(W)     ADJUSTED  
 FG1782* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 FG1782  ___________________________________________________________________
 FG1782  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 FG1782  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG1782
 FG1782  HORZ ORDER  -  THIRD
 FG1782
 FG1782.The horizontal coordinates were established by classical geodetic methods
 FG1782.and adjusted by the National Geodetic Survey in September 1999..
 FG1782
 FG1782.The orthometric height was scaled from a topographic map.
 FG1782
 FG1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1782
 FG1782.The geoid height was determined by GEOID03.
 FG1782
 FG1782;                    North         East     Units Scale Factor Converg.
 FG1782;SPC AR N     -   133,695.283   338,120.970   MT  0.99993628   -0 23 49.5
 FG1782;SPC AR N     -   438,631.94  1,109,318.55   sFT  0.99993628   -0 23 49.5
 FG1782;UTM  15      - 3,932,587.801   528,793.388   MT  0.99961022   +0 11 04.6
 FG1782
 FG1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1782!SPC AR N     -   0.99993896  x   0.99993628  =   0.99987524
 FG1782!UTM  15      -   0.99993896  x   0.99961022  =   0.99954920
 FG1782
 FG1782|---------------------------------------------------------------------|
 FG1782| PID    Reference Object                     Distance      Geod. Az  |
 FG1782|                                                           dddmmss.s |
 FG1782| CI1487 GRANDVIEW RM 1                       17.197 METERS 09734     |
 FG1782| CI1488 GRANDVIEW RM 2                       19.400 METERS 21709     |
 FG1782| CI1486 GRANDVIEW AZ MK                                    2722546.5 |
 FG1782|---------------------------------------------------------------------|
 FG1782
 FG1782                          SUPERSEDED SURVEY CONTROL
 FG1782
 FG1782  NAD 83(1986)-  35 32 11.40962(N)    092 40 56.54699(W) AD(       ) 3
 FG1782  NAD 27      -  35 32 11.13000(N)    092 40 55.94900(W) AD(       ) 3
 FG1782
 FG1782.Superseded values are not recommended for survey control.
 FG1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1782.See file dsdata.txt to determine how the superseded data were derived.
 FG1782
 FG1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2879332588(NAD 83)
 FG1782_MARKER: DS = TRIANGULATION STATION DISK
 FG1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1782
 FG1782  HISTORY     - Date     Condition        Report By
 FG1782  HISTORY     - 1954     MONUMENTED       CGS
 FG1782
 FG1782                          STATION DESCRIPTION
 FG1782
 FG1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1782'THE STATION IS ABOUT 3-3/4 MILES WEST AND 1 MILE NORTH OF
 FG1782'SCOTLAND AND ABOUT 3/4 MILE SOUTH OF THE HIGHEST POINT OF
 FG1782'BLACK MOUNTAIN, IN THE SOUTHWEST 1/4 OF SEC. 3, T 10 N,
 FG1782'R 16 W, ON PROPERTY OWNED BY W.E. STEWART.  IT IS 70 FEET
 FG1782'SOUTH OF THE SOUTHWEST CORNER OF THE STEWART FARMHOUSE AND
 FG1782'32 FEET WEST OF THE CENTER OF A DRIVEWAY.  NO WITNESS POST
 FG1782'WAS SET.
 FG1782'
 FG1782'TO REACH THE STATION FROM THE POST OFFICE IN SCOTLAND, GO
 FG1782'SOUTHWEST AND NORTH ON A WINDING GRAVELED ROAD FOR 6.35
 FG1782'MILE TO A CROSSROADS AT A SIGN CLEVELAND 7, TURN RIGHT
 FG1782'AND GO NORTH 1.4 MILES TO A T-JUNCTION AT THE TOP OF A HILL,
 FG1782'TURN RIGHT AND GO EASTERLY FOR 1.3 MILES TO A T-JUNCTION
 FG1782'AT THE FARMHOUSE OF JESS WOOD AND THE AZIMUTH MARK, TURN
 FG1782'RIGHT AND GO EASTERLY FOR 0.2 MILE TO A Y-JUNCTION, BEAR
 FG1782'RIGHT AND CONTINUE EASTERLY FOR 0.4 MILE TO THE STATION
 FG1782'ON THE LEFT.
 FG1782'
 FG1782'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 FG1782'GRANDVIEW 1954.  REFERENCE MARK 1 IS 25 FEET EAST OF THE
 FG1782'CENTER OF THE DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND
 FG1782'THE DISK IS STAMPED GRANDVIEW NO 1 1954.
 FG1782'
 FG1782'REFERENCE MARK 2 IS 1 FOOT NORTHEAST OF A FENCE.  THE MARK
 FG1782'PROJECTS 6 INCHES AND THE DISK IS STAMPED GRANDVIEW NO 2 1954.
 FG1782'
 FG1782'THE AZIMUTH MARK IS ABOUT 40 YARDS NORTHEAST OF THE WOOD
 FG1782'FARMHOUSE, 4 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST
 FG1782'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 5 INCHES
 FG1782'AND THE DISK IS STAMPED GRANDVIEW 1954.
 FG1782'
 FG1782'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0870 ***********************************************************************
 GF0870  DESIGNATION -  GRANDVIEW
 GF0870  PID         -  GF0870
 GF0870  STATE/COUNTY-  AR/CARROLL
 GF0870  USGS QUAD   -  BEAVER (1976)
 GF0870
 GF0870                         *CURRENT SURVEY CONTROL
 GF0870  ___________________________________________________________________
 GF0870* NAD 83(1997)-  36 26 34.93941(N)    093 47 02.59822(W)     ADJUSTED  
 GF0870* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 GF0870  ___________________________________________________________________
 GF0870  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 GF0870  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GF0870
 GF0870  HORZ ORDER  -  SECOND
 GF0870
 GF0870.The horizontal coordinates were established by classical geodetic methods
 GF0870.and adjusted by the National Geodetic Survey in September 1999..
 GF0870
 GF0870.The orthometric height was scaled from a topographic map.
 GF0870
 GF0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0870
 GF0870.The geoid height was determined by GEOID03.
 GF0870
 GF0870;                    North         East     Units Scale Factor Converg.
 GF0870;SPC AR N     -   235,515.667   240,048.596   MT  1.00004819   -1 02 17.3
 GF0870;SPC AR N     -   772,687.65    787,559.44   sFT  1.00004819   -1 02 17.3
 GF0870;SPC MO W     -    30,903.951   914,185.965   MT  0.99999192   +0 25 31.1
 GF0870;UTM  15      - 4,033,375.355   429,731.695   MT  0.99966083   -0 27 56.8
 GF0870
 GF0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0870!SPC AR N     -   0.99993411  x   1.00004819  =   0.99998229
 GF0870!SPC MO W     -   0.99993411  x   0.99999192  =   0.99992603
 GF0870!UTM  15      -   0.99993411  x   0.99966083  =   0.99959496
 GF0870
 GF0870|---------------------------------------------------------------------|
 GF0870| PID    Reference Object                     Distance      Geod. Az  |
 GF0870|                                                           dddmmss.s |
 GF0870| CI1490 GRANDVIEW RM 1                       21.740 METERS 03952     |
 GF0870| CI1491 GRANDVIEW RM 2                       15.337 METERS 15033     |
 GF0870| CI1489 GRANDVIEW AZ MK                                    2573759.0 |
 GF0870| GF0915 SUGAR CAMP LOOKOUT TOWER            APPROX.10.5 KM 3345317.9 |
 GF0870|---------------------------------------------------------------------|
 GF0870
 GF0870                          SUPERSEDED SURVEY CONTROL
 GF0870
 GF0870  NAD 83(1997)-  36 26 34.94727(N)    093 47 02.60014(W) AD(       ) 2
 GF0870  NAD 83(1997)-  36 26 34.95094(N)    093 47 02.59937(W) AD(       ) 2
 GF0870  NAD 83(1986)-  36 26 34.95104(N)    093 47 02.59883(W) AD(       ) 2
 GF0870  NAD 27      -  36 26 34.70170(N)    093 47 01.90390(W) AD(       ) 2
 GF0870
 GF0870.Superseded values are not recommended for survey control.
 GF0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0870.See file dsdata.txt to determine how the superseded data were derived.
 GF0870
 GF0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2973233375(NAD 83)
 GF0870_MARKER: DS = TRIANGULATION STATION DISK
 GF0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0870
 GF0870  HISTORY     - Date     Condition        Report By
 GF0870  HISTORY     - 1961     MONUMENTED       CGS
 GF0870  HISTORY     - 1990     GOOD             USPSQD
 GF0870  HISTORY     - 20041013 GOOD             USPSQD
 GF0870
 GF0870                          STATION DESCRIPTION
 GF0870
 GF0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0870'ABOUT 2-1/2 MILES NORTH AND 2-1/2 MILES WEST OF EUREKA SPRINGS,
 GF0870'ABOUT 1/2 MILE SOUTH OF WHITE RIVER, IN THE SOUTHEAST 1/4
 GF0870'OF SECTION 31, T 21 N, R 26 W. AND ON PROPERTY OWNED BY MR.
 GF0870'W.W. FRY.  IT IS 5 FEET SOUTH OF A WITNESS POST, 19 FEET SOUTHEAST
 GF0870'OF THE CENTERLINE OF A GRAVELED ROAD, 19 FEET NORTHWEST OF A
 GF0870'15 INCH PINE TREE WITH A TRIANGULAR BLAZE ON ITS WEST SIDE AND
 GF0870'25 FEET NORTH OF A 14 INCH OAK TREE.  THE MONUMENT IS FLUSH
 GF0870'AND THE DISK IS STAMPED GRANDVIEW 1961.
 GF0870'
 GF0870'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND CITY ROUTE
 GF0870'62 AT THE WEST EDGE OF EUREKA SPRINGS, GO NORTHWESTERLY ON
 GF0870'HIGHWAY 62 FOR 2.75 MILES TO A SIDE ROAD RIGHT WHICH IS THE
 GF0870'ENTRANCE TO LEATHERWOOD PARK.  CONTINUE WESTERLY ON HIGHWAY
 GF0870'62 FOR 1.85 MILES TO A SIDE ROAD RIGHT JUST EAST OF A WOODEN
 GF0870'OBSERVATION TOWER.* TURN RIGHT AND GO NORTHEAST ON A GRAVELED
 GF0870'ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 GF0870'
 GF0870'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WESTERLY
 GF0870'ON HIGHWAY 62 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GF0870'
 GF0870'REFERENCE MARK 1 IS 13 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GF0870'GRAVELED ROAD, 30 FEET NORTHEAST OF THE CENTERLINE OF A TRACK
 GF0870'ROAD, 34 FEET SOUTH OF A 15 INCH OAK TREE AND 68 FEET NORTHEAST
 GF0870'OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 GF0870'STAMPED GRANDVIEW NO 1 1961.
 GF0870'
 GF0870'REFERENCE MARK 2 IS 24 FEET WEST OF THE CENTERLINE OF THE
 GF0870'TRACK ROAD, 24 FEET SOUTHEAST OF A 14 INCH OAK TREE, 55 FEET
 GF0870'SOUTHEAST OF THE WITNESS POST AND 66 FEET SOUTHEAST OF THE
 GF0870'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 GF0870'DISK IS STAMPED GRANDVIEW NO 2 1961.
 GF0870'
 GF0870'THE AZIMUTH MARK IS 3 FEET NORTH OF A WITNESS POST, 36 FEET
 GF0870'NORTH OF THE CENTERLINE OF HIGHWAY 62, 50 FEET EAST OF A TELEPHONE
 GF0870'POLE AND 71 FEET NORTH OF THE NORTHWEST CORNER OF A GIFT SHOP.
 GF0870'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GRANDVIEW
 GF0870'1961.
 GF0870'
 GF0870'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0870
 GF0870                          STATION RECOVERY (1990)
 GF0870
 GF0870'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GF0870'RECOVERED IN GOOD CONDITION.
 GF0870
 GF0870                          STATION RECOVERY (2004)
 GF0870
 GF0870'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 GF0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0863 ***********************************************************************
 GE0863  DESIGNATION -  GRANGE
 GE0863  PID         -  GE0863
 GE0863  STATE/COUNTY-  AR/SHARP
 GE0863  USGS QUAD   -  POUGHKEEPSIE (1965)
 GE0863
 GE0863                         *CURRENT SURVEY CONTROL
 GE0863  ___________________________________________________________________
 GE0863* NAD 83(1997)-  36 00 19.70738(N)    091 26 09.92368(W)     ADJUSTED  
 GE0863* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 GE0863  ___________________________________________________________________
 GE0863  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 GE0863  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GE0863
 GE0863  HORZ ORDER  -  FIRST
 GE0863
 GE0863.The horizontal coordinates were established by classical geodetic methods
 GE0863.and adjusted by the National Geodetic Survey in September 1999..
 GE0863
 GE0863.The orthometric height was scaled from a topographic map.
 GE0863
 GE0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0863
 GE0863.The geoid height was determined by GEOID03.
 GE0863
 GE0863;                    North         East     Units Scale Factor Converg.
 GE0863;SPC AR N     -   185,658.561   450,838.534   MT  0.99996289   +0 19 41.3
 GE0863;SPC AR N     -   609,114.80  1,479,126.09   sFT  0.99996289   +0 19 41.3
 GE0863;UTM  15      - 3,985,686.609   640,947.210   MT  0.99984479   +0 55 10.3
 GE0863
 GE0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0863!SPC AR N     -   0.99997755  x   0.99996289  =   0.99994044
 GE0863!UTM  15      -   0.99997755  x   0.99984479  =   0.99982234
 GE0863
 GE0863:                Primary Azimuth Mark                     Grid Az
 GE0863:SPC AR N     -  GRANGE AZ MK                             013 16 13.7
 GE0863:UTM  15      -  GRANGE AZ MK                             012 40 44.7
 GE0863
 GE0863|---------------------------------------------------------------------|
 GE0863| PID    Reference Object                     Distance      Geod. Az  |
 GE0863|                                                           dddmmss.s |
 GE0863| CI1492 GRANGE AZ MK                                       0133555.0 |
 GE0863| CI1493 GRANGE RM 1                          26.402 METERS 11916     |
 GE0863| CI1494 GRANGE RM 2                          30.560 METERS 24753     |
 GE0863|---------------------------------------------------------------------|
 GE0863
 GE0863                          SUPERSEDED SURVEY CONTROL
 GE0863
 GE0863  NAD 83(1986)-  36 00 19.71818(N)    091 26 09.92302(W) AD(       ) 1
 GE0863  NAD 27      -  36 00 19.45930(N)    091 26 09.43950(W) AD(       ) 1
 GE0863
 GE0863.Superseded values are not recommended for survey control.
 GE0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0863.See file dsdata.txt to determine how the superseded data were derived.
 GE0863
 GE0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4094785687(NAD 83)
 GE0863_MARKER: DS = TRIANGULATION STATION DISK
 GE0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0863
 GE0863  HISTORY     - Date     Condition        Report By
 GE0863  HISTORY     - 1953     MONUMENTED       CGS
 GE0863
 GE0863                          STATION DESCRIPTION
 GE0863
 GE0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0863'THE STATION IS LOCATED ABOUT 6.5 MILES EAST AND 4.5 MILES NORTH
 GE0863'OF CAVE CITY AND ABOUT 2 MILES NORTH-NORTHWEST OF THE VILLAGE OF
 GE0863'GRANGE.  IT IS ON THE HIGHEST POINT OF A WOODED KNOLL,
 GE0863'175 FEET NORTH OF THE CENTER OF A GRADED ROAD, 32 FEET WEST OF A
 GE0863'LARGE OAK TREE WITH A TRIANGULAR BLAZE AND 27 FEET WEST OF THE
 GE0863'CENTER OF A DIM TRACK ROAD.  IT IS STAMPED GRANGE 1953 AND
 GE0863'PROJECTS 5 INCHES.
 GE0863'
 GE0863'REFERENCE MARK NO. 1 IS 110 FEET NORTH OF THE CENTER OF A
 GE0863'GRADED ROAD, 10 FEET EAST OF THE CENTER OF A DIM TRACK ROAD
 GE0863'AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED
 GE0863'GRANGE NO 1 1953 AND PROJECTS 4 INCHES.
 GE0863'
 GE0863'REFERENCE MARK NO. 2 IS 165 FEET NORTH OF THE CENTER OF A
 GE0863'GRADED ROAD AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GE0863'IT IS STAMPED GRANGE NO 2 1953 AND PROJECTS 7 INCHES.
 GE0863'
 GE0863'THE AZIMUTH MARK IS LOCATED 24 FEET NORTH OF THE CENTER OF
 GE0863'STATE HIGHWAY 115, 10 FEET EAST OF THE CENTER OF A WOODEN
 GE0863'CATTLE GUARD, 9 FEET WEST OF THE WEST SIDE OF A GATE AND 1 FOOT
 GE0863'SOUTH OF A FENCE.  IT IS STAMPED GRANGE 1953 AND PROJECTS 7
 GE0863'INCHES.
 GE0863'
 GE0863'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CITY, GO
 GE0863'NORTHERLY ON STATE HIGHWAY 11 FOR 1.3 MILES TO STATE HIGHWAY 115.
 GE0863'TURN RIGHT AND GO NORTHEASTERLY ON STATE HIGHWAY 115 FOR 5.3 MILES
 GE0863'TO ITS JUNCTION WITH STATE HIGHWAY 58 AT EMERY (A SMALL STORE
 GE0863'ON THE LEFT), CONTINUE NORTHEASTERLY ON STATE HIGHWAY 115 FOR
 GE0863'3.7 MILES TO A T-ROAD RIGHT, (CONTINUE EASTERLY FOR 0.05 MILE
 GE0863'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED) TURN SHARP RIGHT
 GE0863'AND GO SOUTHERLY ON A GRADED ROAD FOR 0.45 MILE TO THE POINT
 GE0863'WHERE THE ROAD CURVES TO THE LEFT.  TURN LEFT AND GO EAST FOR
 GE0863'0.2 MILE TO A DIM TRACK ROAD LEFT, TURN SHARP LEFT AND GO
 GE0863'NORTHWESTERLY ON A DIM TRACK ROAD FOR 0.05 MILE TO THE
 GE0863'STATION ON THE LEFT AS DESCRIBED.
 GE0863'
 GE0863'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1714 ***********************************************************************
 EJ1714  DESIGNATION -  GRANITE 2
 EJ1714  PID         -  EJ1714
 EJ1714  STATE/COUNTY-  AR/PULASKI
 EJ1714  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1714
 EJ1714                         *CURRENT SURVEY CONTROL
 EJ1714  ___________________________________________________________________
 EJ1714* NAD 83(1997)-  34 41 05.98181(N)    092 17 27.12763(W)     ADJUSTED  
 EJ1714* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 EJ1714  ___________________________________________________________________
 EJ1714  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 EJ1714  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ1714
 EJ1714  HORZ ORDER  -  SECOND
 EJ1714
 EJ1714.The horizontal coordinates were established by classical geodetic methods
 EJ1714.and adjusted by the National Geodetic Survey in September 1999..
 EJ1714
 EJ1714.The orthometric height was scaled from a topographic map.
 EJ1714
 EJ1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1714
 EJ1714.The geoid height was determined by GEOID03.
 EJ1714
 EJ1714;                    North         East     Units Scale Factor Converg.
 EJ1714;SPC AR S     -   623,901.534   373,346.259   MT  0.99998281   -0 09 46.1
 EJ1714;SPC AR S     - 2,046,916.95  1,224,886.85   sFT  0.99998281   -0 09 46.1
 EJ1714;UTM  15      - 3,838,339.865   564,956.992   MT  0.99965200   +0 24 12.8
 EJ1714
 EJ1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1714!SPC AR S     -   0.99997999  x   0.99998281  =   0.99996281
 EJ1714!UTM  15      -   0.99997999  x   0.99965200  =   0.99963200
 EJ1714
 EJ1714:                Primary Azimuth Mark                     Grid Az
 EJ1714:SPC AR S     -  LITTLE ROCK GRANITE MTN SPIPE            064 45 47.5
 EJ1714:UTM  15      -  LITTLE ROCK GRANITE MTN SPIPE            064 11 48.6
 EJ1714
 EJ1714|---------------------------------------------------------------------|
 EJ1714| PID    Reference Object                     Distance      Geod. Az  |
 EJ1714|                                                           dddmmss.s |
 EJ1714| EJ1699 LITTLE ROCK GRANITE MTN SPIPE       APPROX. 3.6 KM 0643601.4 |
 EJ1714| CY6143 GRANITE 2 RM 5                       17.153 METERS 08247     |
 EJ1714| CY6144 GRANITE 2 RM 6                       19.477 METERS 20247     |
 EJ1714| EJ1710 GRANITE                             252.973 METERS 34438     |
 EJ1714|---------------------------------------------------------------------|
 EJ1714
 EJ1714                          SUPERSEDED SURVEY CONTROL
 EJ1714
 EJ1714  NAD 83(1986)-  34 41 05.99245(N)    092 17 27.11722(W) AD(       ) 2
 EJ1714  NAD 27      -  34 41 05.65467(N)    092 17 26.57101(W) AD(       ) 2
 EJ1714
 EJ1714.Superseded values are not recommended for survey control.
 EJ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1714.See file dsdata.txt to determine how the superseded data were derived.
 EJ1714
 EJ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6495738340(NAD 83)
 EJ1714_MARKER: DS = TRIANGULATION STATION DISK
 EJ1714_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1714
 EJ1714  HISTORY     - Date     Condition        Report By
 EJ1714  HISTORY     - 1964     MONUMENTED       CGS
 EJ1714  HISTORY     - 1968     GOOD             CGS
 EJ1714  HISTORY     - 1973     SEE DESCRIPTION  ARHD
 EJ1714
 EJ1714                          STATION DESCRIPTION
 EJ1714
 EJ1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1714'ABOUT 4 MILES SOUTH SOUTHWEST OF LITTLE ROCK, ON THE SOUTH END OF
 EJ1714'RIDGE KNOWN LOCALLY AS GRANITE OR FOURCHE MOUNTAIN, AND ON
 EJ1714'THE PROPERTY OF THE BIG ROCK STONE AND MATERIAL COMPANY.  IT
 EJ1714'IS 47 FEET SOUTH OF A 30 INCH PINE TREE, 13 FEET SOUTHWEST OF A
 EJ1714'6 INCH OAK TREE, 8 FEET NORTHWEST OF AN 8 INCH OAK TREE AND 6
 EJ1714'FEET NORTHWEST OF A WITNESS-POST.  THE DISK IS STAMPED GRANITE
 EJ1714'2 1964.
 EJ1714'
 EJ1714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70,
 EJ1714'67, 167 AT THE SOUTH EDGE OF LITTLE ROCK, GO SOUTH ON HIGHWAY
 EJ1714'167 FOR 2.55 MILES TO THE BIG ROCK STONE AND MATERIAL COMPANY
 EJ1714'ON THE RIGHT AND A SIDE ROAD LEFT LEADING TO A QUARRY.  TURN
 EJ1714'LEFT ON THE GRAVELED ROAD AND GO NORTHEAST FOR 0.1 MILE TO
 EJ1714'THE WEST EDGE OF QUARRY AND A SIDE ROAD RIGHT.  TURN RIGHT
 EJ1714'AND GO SOUTH AND EAST ON THE GRAVELED ROAD FOR 0.45 MILE TO
 EJ1714'THE STATION ON THE RIGHT ABOUT 600 FEET SOUTH OF THE
 EJ1714'CENTERLINE OF THE ROAD.
 EJ1714'
 EJ1714'REFERENCE MARK 5 IS 51 FEET EAST OF THE WITNESS POST, 71 FEET
 EJ1714'SOUTHEAST OF THE 30 INCH PINE TREE AND 28 FEET NORTHEAST OF A 20
 EJ1714'INCH OAK TREE.  THE DISK IS STAMPED GRANITE 2 NO 5 1964.
 EJ1714'
 EJ1714'REFERENCE MARK 6 IS 64 FEET SOUTHWEST OF THE WITNESS POST AND 25
 EJ1714'FEET NORTHWEST OF A 10 INCH OAK TREE.  THE DISK IS STAMPED
 EJ1714'GRANITE 2 NO 6 1964.
 EJ1714'
 EJ1714'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EJ1714
 EJ1714                          STATION RECOVERY (1968)
 EJ1714
 EJ1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 EJ1714'THE STATION WAS VISITED 11-20-68 AND THE STATION AND REFERENCE MARK
 EJ1714'NO. 6 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 5 WAS
 EJ1714'DESTROYED PRIOR TO THIS DATE.  DUE TO THE EXPANSION OF THE ROCK
 EJ1714'QUARRY THE STATION AND REFERENCE MARK NO. 6 WAS REQUESTED MOVED
 EJ1714'OFF THE TOP OF THE MONTAIN.  THIS WAS DONE BY ESTABLISHING STATION
 EJ1714'TOM 1968 ABOUT 1.4 MILES EAST ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 EJ1714'167.  THE COMPLETE STATION WILL BE DESTROYED WHEN THE EXCAVATION
 EJ1714'REACHES THE AREA.  SEE DESCRIPTION FOR STATION TOM 1968.
 EJ1714'
 EJ1714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSW OF
 EJ1714'LITTLE ROCK.
 EJ1714
 EJ1714                          STATION RECOVERY (1973)
 EJ1714
 EJ1714'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1973
 EJ1714'GRANITE 2 1964 DESTROYED BY BIG ROCK STONE AND MATERIAL CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1815 ***********************************************************************
 EJ1815  DESIGNATION -  GRANT
 EJ1815  PID         -  EJ1815
 EJ1815  STATE/COUNTY-  AR/GRANT
 EJ1815  USGS QUAD   -  MILLERVILLE (1984)
 EJ1815
 EJ1815                         *CURRENT SURVEY CONTROL
 EJ1815  ___________________________________________________________________
 EJ1815* NAD 83(1997)-  34 14 16.29247(N)    092 24 13.36632(W)     ADJUSTED  
 EJ1815* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 EJ1815  ___________________________________________________________________
 EJ1815  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 EJ1815  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EJ1815
 EJ1815  HORZ ORDER  -  SECOND
 EJ1815
 EJ1815.The horizontal coordinates were established by classical geodetic methods
 EJ1815.and adjusted by the National Geodetic Survey in September 1999..
 EJ1815
 EJ1815.The orthometric height was scaled from a topographic map.
 EJ1815
 EJ1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1815
 EJ1815.The geoid height was determined by GEOID03.
 EJ1815
 EJ1815;                    North         East     Units Scale Factor Converg.
 EJ1815;SPC AR S     -   574,338.420   362,810.246   MT  0.99992475   -0 13 33.4
 EJ1815;SPC AR S     - 1,884,308.63  1,190,319.95   sFT  0.99992475   -0 13 33.4
 EJ1815;UTM  15      - 3,788,690.595   554,912.233   MT  0.99963717   +0 20 07.8
 EJ1815
 EJ1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1815!SPC AR S     -   0.99999045  x   0.99992475  =   0.99991520
 EJ1815!UTM  15      -   0.99999045  x   0.99963717  =   0.99962762
 EJ1815
 EJ1815:                Primary Azimuth Mark                     Grid Az
 EJ1815:SPC AR S     -  SHERIDAN MUNICIPAL TANK                  002 03 27.1
 EJ1815:UTM  15      -  SHERIDAN MUNICIPAL TANK                  001 29 45.9
 EJ1815
 EJ1815|---------------------------------------------------------------------|
 EJ1815| PID    Reference Object                     Distance      Geod. Az  |
 EJ1815|                                                           dddmmss.s |
 EJ1815| EJ1822 SHERIDAN MUNICIPAL TANK             APPROX. 8.0 KM 0014953.7 |
 EJ1815| CY6145 GRANT RM 1                           27.080 METERS 25815     |
 EJ1815| EJ1823 TALLEY                              APPROX. 5.4 KM 3134235.9 |
 EJ1815| CY6147 GRANT RM 3                                         32021     |
 EJ1815| CY6146 GRANT RM 2                           30.242 METERS 34117     |
 EJ1815| EJ1814 ARKANSAS FORESTRY COMM LOT 75        17.830 METERS 35942     |
 EJ1815|---------------------------------------------------------------------|
 EJ1815
 EJ1815                          SUPERSEDED SURVEY CONTROL
 EJ1815
 EJ1815  NAD 83(1986)-  34 14 16.30262(N)    092 24 13.35751(W) AD(       ) 2
 EJ1815  NAD 27      -  34 14 15.95337(N)    092 24 12.80274(W) AD(       ) 2
 EJ1815
 EJ1815.Superseded values are not recommended for survey control.
 EJ1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1815.See file dsdata.txt to determine how the superseded data were derived.
 EJ1815
 EJ1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5491288691(NAD 83)
 EJ1815_MARKER: DS = TRIANGULATION STATION DISK
 EJ1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1815
 EJ1815  HISTORY     - Date     Condition        Report By
 EJ1815  HISTORY     - 1964     MONUMENTED       CGS
 EJ1815
 EJ1815                          STATION DESCRIPTION
 EJ1815
 EJ1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1815'ABOUT 5 MILES SOUTH OF SHERIDAN, AT THE ARKANSAS FORESTRY
 EJ1815'COMMISSION LOOKOUT TOWER NO. 75 AND IN THE SOUTHWEST 1/4 OF
 EJ1815'SECTION 34, T-5-S, R-13-W.  IT IS 69 FEET EAST OF A CONCRETE
 EJ1815'WELL HEAD, 57 FEET NORTHEAST OF A 24 INCH PINE TREE, 48 FEET
 EJ1815'SOUTH OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 49 FEET
 EJ1815'SOUTHEAST OF THE SOUTHWEST LEG OF THE TOWER AND 13 FEET WEST
 EJ1815'OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 EJ1815'STAMPED GRANT 1964.
 EJ1815'
 EJ1815'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 167
 EJ1815'AND 270 IN SHERIDAN, GO SOUTH ON HIGHWAY 167 FOR 5.0 MILES TO
 EJ1815'REFERENCE MARK 3 ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY
 EJ1815'FOR 250 FEET TO A GRAVELED SIDE ROAD LEFT.  CONTINUE SOUTH ON THE
 EJ1815'HIGHWAY FOR ABOUT 150 FEET TO A DRIVEWAY LEFT.  TURN LEFT AND GO
 EJ1815'EAST ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION AND LOOKOUT
 EJ1815'TOWER.
 EJ1815'
 EJ1815'REFERENCE MARK 1 IS 31 FEET NORTHEAST OF THE NORTHEAST CORNER
 EJ1815'OF A FRAME HOUSE, 21 FEET WEST OF THE WELL, 19 FEET NORTH OF A 24
 EJ1815'INCH PINE TREE AND 13 FEET EAST OF THE CENTERLINE OF THE
 EJ1815'DRIVEWAY.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 EJ1815'GRANT NO 1 1964.
 EJ1815'
 EJ1815'REFERENCE MARK 2 IS 56 FEET NORTHEAST OF AN 18 INCH PINE TREE,
 EJ1815'46 FEET SOUTH OF A FENCE, AND 32 FEET NORTHWEST OF THE NORTHWEST
 EJ1815'LEG OF THE LOOKOUT TOWER.  THE MONUMENT IS FLUSH AND THE DISK IS
 EJ1815'STAMPED GRANT NO 2 1964.
 EJ1815'
 EJ1815'REFERENCE MARK 3 IS 253 FEET NORTH OF THE INTERSECTION OF THE
 EJ1815'HIGHWAY AND A ROAD LEFT, 61 FEET EAST OF THE CENTERLINE OF THE
 EJ1815'HIGHWAY, 23 FEET SOUTH OF A 24 INCH PINE TREE AND 2 FEET SOUTH OF
 EJ1815'A WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 EJ1815'IS STAMPED GRANT NO 3 1964.
 EJ1815'
 EJ1815'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1895 ***********************************************************************
 EJ1895  DESIGNATION -  GRAPE
 EJ1895  PID         -  EJ1895
 EJ1895  STATE/COUNTY-  AR/GARLAND
 EJ1895  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ1895
 EJ1895                         *CURRENT SURVEY CONTROL
 EJ1895  ___________________________________________________________________
 EJ1895* NAD 83(1997)-  34 31 40.36950(N)    092 55 56.70213(W)     ADJUSTED  
 EJ1895* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 EJ1895  ___________________________________________________________________
 EJ1895  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 EJ1895  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EJ1895
 EJ1895  HORZ ORDER  -  FIRST
 EJ1895
 EJ1895.The horizontal coordinates were established by classical geodetic methods
 EJ1895.and adjusted by the National Geodetic Survey in September 1999..
 EJ1895
 EJ1895.The orthometric height was scaled from a topographic map.
 EJ1895
 EJ1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1895
 EJ1895.The geoid height was determined by GEOID03.
 EJ1895
 EJ1895;                    North         East     Units Scale Factor Converg.
 EJ1895;SPC AR S     -   606,824.805   314,400.331   MT  0.99995546   -0 31 18.7
 EJ1895;SPC AR S     - 1,990,891.05  1,031,495.09   sFT  0.99995546   -0 31 18.7
 EJ1895;UTM  15      - 3,820,690.907   506,202.249   MT  0.99960047   +0 02 17.9
 EJ1895
 EJ1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1895!SPC AR S     -   0.99995399  x   0.99995546  =   0.99990946
 EJ1895!UTM  15      -   0.99995399  x   0.99960047  =   0.99955448
 EJ1895
 EJ1895|---------------------------------------------------------------------|
 EJ1895| PID    Reference Object                     Distance      Geod. Az  |
 EJ1895|                                                           dddmmss.s |
 EJ1895| CY6149 GRAPE RM 1                            6.837 METERS 07713     |
 EJ1895| EJ1853 MAGNET BAROID WATER TANK            APPROX.13.0 KM 1180139.8 |
 EJ1895| CY6148 GRAPE AZ MK                                        1312547.5 |
 EJ1895| EJ1871 JONES MILL GENERAL MOTORS TANK      APPROX.10.5 KM 1564755.7 |
 EJ1895| EJ1950 HOT SPRINGS OAKLAWN PARK CUP        APPROX.12.6 KM 2472338.0 |
 EJ1895| EJ1920 HOT SPRINGS OBSERVATION TOWER       APPROX.10.5 KM 2633822.6 |
 EJ1895| CY6150 GRAPE RM 2                            7.038 METERS 34332     |
 EJ1895|---------------------------------------------------------------------|
 EJ1895
 EJ1895                          SUPERSEDED SURVEY CONTROL
 EJ1895
 EJ1895  NAD 83(1986)-  34 31 40.38078(N)    092 55 56.69382(W) AD(       ) 1
 EJ1895  NAD 27      -  34 31 40.05831(N)    092 55 56.06896(W) AD(       ) 1
 EJ1895
 EJ1895.Superseded values are not recommended for survey control.
 EJ1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1895.See file dsdata.txt to determine how the superseded data were derived.
 EJ1895
 EJ1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0620220691(NAD 83)
 EJ1895_MARKER: DD = SURVEY DISK
 EJ1895_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1895
 EJ1895  HISTORY     - Date     Condition        Report By
 EJ1895  HISTORY     - 1940     MONUMENTED       CGS
 EJ1895  HISTORY     - 1963     GOOD             CGS
 EJ1895  HISTORY     - 19680521 POOR             USGS
 EJ1895
 EJ1895                          STATION DESCRIPTION
 EJ1895
 EJ1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 EJ1895'STATION IS LOCATED ON THE HIGHEST POINT OF A MOUNTAIN, LOCALLY
 EJ1895'KNOWN AS LITTLE GRAPE MOUNTAIN, ABOUT 7 MILES NE OF HOT
 EJ1895'SPRINGS.
 EJ1895'
 EJ1895'THE SURFACE MARK IS A STANDARD BRONZE DISK SET IN THE TOP
 EJ1895'OF A 4-INCH IRON PIPE WHICH PROJECTS 12 INCHES.  THE MARK IS
 EJ1895'STAMPED GRAPE 1940, AND IS 19 FEET S OF AN 18-INCH OAK TREE,
 EJ1895'17 FEET E OF AN 18-INCH OAK TREE AND 8.5 FEET N OF A TRIANGLE
 EJ1895'BLAZED 18-INCH OAK TREE.
 EJ1895'
 EJ1895'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 EJ1895'
 EJ1895'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN THE TOP
 EJ1895'OF A 4-INCH IRON PIPE, STAMPED GRAPE NO. 1 1940, AND PROJECTS
 EJ1895'12 INCHES.  IT IS 15 FEET W OF A TRIANGLE BLAZED 20-INCH OAK
 EJ1895'TREE.
 EJ1895'
 EJ1895'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN THE TOP
 EJ1895'OF A 4-INCH IRON PIPE, STAMPED GRAPE NO.2 1940, AND PROJECTS 12
 EJ1895'INCHES.  IT IS 11.5 FEET W OF A TRIANGLE BLAZED 14-INCH OAK
 EJ1895'TREE.
 EJ1895'
 EJ1895'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 EJ1895'IN A LARGE WHITE GRANITE BOULDER, STAMPED GRAPE 1940, AND
 EJ1895'PROJECTS 4 FEET ABOVE THE GROUND.
 EJ1895'
 EJ1895'TO REACH THE STATION FROM THE POST OFFICE IN HOT SPRINGS, GO
 EJ1895'E 1.45 MILES TO A FORK, JUST AFTER CROSSING A CONCRETE BRIDGE,
 EJ1895'TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR 8.45 MILES TO A TRACK
 EJ1895'ROAD TO THE LEFT, JUST AFTER PASSING A STONE QUARRY, TURN
 EJ1895'LEFT AND FOLLOW TRACK ROAD 0.3 MILE TO AN UNDERPASS, GO THROUGH
 EJ1895'UNDER PASS AND TURN SHARP LEFT AND FOLLOW TRACK ROAD 0.6 MILE
 EJ1895'TO A FARM HOUSE, CONTINUE 0.1 MILE TO WHERE CREEK CROSSES
 EJ1895'ROAD, CROSS CREEK, TURN SHARP RIGHT AND FOLLOW TRACK ROAD
 EJ1895'ALONG LEFT SIDE OF CREEK FOR 0.2 MILE TO THE END OF TRUCK
 EJ1895'TRAVEL.  FROM THIS POINT FOLLOW CREEK 0.1 MILE TO FORKS OF
 EJ1895'CREEK, TAKE LEFT FORK AND FOLLOW CREEK ABOUT 300 YARDS TO A
 EJ1895'TRIANGLE BLAZED OAK TREE, (FROM THIS POINT TURN LEFT, SE
 EJ1895'UPHILL ABOUT 100 YARDS TO THE AZIMUTH MARK WHICH IS SET IN
 EJ1895'A LARGE WHITE BOULDER NEAR THE TOP OF THE MOUNTAIN,) TURN
 EJ1895'RIGHT, NW AND GO ABOUT 500 YARDS UPHILL TO THE HIGHEST
 EJ1895'POINT OF THE MOUNTAIN AND STATION NEAR A LARGE TRIANGLE
 EJ1895'BLAZED OAK TREE.
 EJ1895
 EJ1895                          STATION RECOVERY (1963)
 EJ1895
 EJ1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1895'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 EJ1895'CONDITION AT THIS TIME.  THE DIRECTION TO THE AZIMUTH MARK
 EJ1895'WAS FOUND TO BE 8 SECONDS LARGER THAN THE PREVIOUS DIRECTION.
 EJ1895'THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT THE DISTANCE
 EJ1895'WAS FOUND TO BE .002 OF A METER SHORTER THAN THE PREVIOUS
 EJ1895'MEASUREMENT.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO
 EJ1895'BE .004 OF A METER SHORTER AND THE DIRECTION LARGER BY 3
 EJ1895'MINUTES AND 23 SECONDS.  DUE TO VARIOUS CHANGE A NEW
 EJ1895'DESCRIPTION FOLLOWS.
 EJ1895'
 EJ1895'ON THE HIGHEST POINT OF LITTLE GRAPE MOUNTAIN, ABOUT 7 MILES
 EJ1895'NORTHEAST OF HOT SPRINGS, ABOUT 12 MILES NORTHWEST OF MALVERN
 EJ1895'AND ON THE PROPERTY OF GIERKS LUMBER CO.  IT IS IN THE E
 EJ1895'CENTER OF SEC. 28, T-2-S, R-18-W, 20 FEET EAST OF A 24 INCH
 EJ1895'OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 8 FEET NORTH
 EJ1895'OF A 30 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE
 EJ1895'AND 7 FEET EAST OF A WITNESS POST.  THE DISK IS A STANDARD
 EJ1895'TRIANGULATION STATION DISK SET IN CEMENT IN THE TOP OF A 4
 EJ1895'INCH CAST IRON PIPE WHICH PROJECTS 1 FOOT.  THE DISK IS
 EJ1895'STAMPED GRAPE 1940.
 EJ1895'
 EJ1895'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EJ1895'70 AND 270 IN HOT SPRINGS, GO NORTHEAST AND NORTH ON HIGHWAY 70
 EJ1895'(GRAND AVE.) FOR 4.65 MILES TO A CROSSROAD.  CONTINUE EAST
 EJ1895'ON THE HIGHWAY FOR 0.75 MILE TO A CROSSROAD (CEDAR CREEK
 EJ1895'ROAD).  TURN LEFT ON CEDAR CREEK ROAD AND GO NORTH FOR 1.95
 EJ1895'MILES TO A WOODEN BRIDGE OVER CEDAR CREEK.  CONTINUE AHEAD ON
 EJ1895'THE ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 EJ1895'GO EAST ON THE ROAD FOR 0.1 MILE TO A FORK.  KEEP THE LEFT
 EJ1895'FORK UPHILL ON WOODS ROAD AND GO NORTHEAST FOR 0.7 MILE
 EJ1895'TO A PIPE LINE CROSSING.  CONTINUE ON THE WOODS ROAD
 EJ1895'CROSSING THE PIPE LINE FOR ABOUT 0.4 MILE TO A WOODS ROAD
 EJ1895'RIGHT.  TURN RIGHT ON THE WOODS ROAD AND GO SOUTH UPHILL FOR
 EJ1895'ABOUT 0.1 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 EJ1895'STATION.
 EJ1895'
 EJ1895'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHEAST
 EJ1895'FOR ABOUT A 1/4 OF A MILE TO ANOTHER HILL AND THE AZIMUTH MARK
 EJ1895'AS DESCRIBED.
 EJ1895'
 EJ1895'REFERENCE MARK 1 IS 28 FEET NORTHEAST OF A 30 INCH OAK TREE
 EJ1895'WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 16 FEET SOUTHEAST
 EJ1895'OF THE 24 INCH OAK TREE.  IT IS A STANDARD REFERENCE MARK
 EJ1895'DISK SET IN THE TOP OF A CONCRETE FILLED CAST IRON PIPE WHICH
 EJ1895'PROJECTS 8 INCHES.  THE DISK IS STAMPED GRAPE NO 1 1940.
 EJ1895'
 EJ1895'REFERENCE MARK 2 IS 30 FEET NORTHWEST OF THE 30 INCH OAK TREE
 EJ1895'AND 15 FEET WEST OF THE 24 INCH OAK TREE.  IT IS A STANDARD
 EJ1895'REFERENCE MARK DISK SET IN THE TOP OF A CAST IRON PIPE WHICH
 EJ1895'PROJECTS 8 INCHES.  THE DISK IS STAMPED GRAPE NO 2 1940.
 EJ1895'
 EJ1895'THE AZIMUTH MARK IS SET IN A DRILL HOLE IN A LARGE BOULDER
 EJ1895'WHICH PROJECTS ABOUT 3 FEET, 65 FEET NORTH OF THE TOP OF
 EJ1895'THE RIDGE, 10 FEET SOUTHWEST OF A 12 INCH OAK TREE, AND 12 FEET
 EJ1895'NORTHEAST OF 2 OTHER LARGE BOULDERS.  THE DISK IS STAMPED
 EJ1895'GRAPE 1940.
 EJ1895'
 EJ1895'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EJ1895
 EJ1895                          STATION RECOVERY (1968)
 EJ1895
 EJ1895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (DLH)
 EJ1895'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1808 ***********************************************************************
 EJ1808  DESIGNATION -  GRAPEVINE
 EJ1808  PID         -  EJ1808
 EJ1808  STATE/COUNTY-  AR/GRANT
 EJ1808  USGS QUAD   -  GRAPEVINE (1984)
 EJ1808
 EJ1808                         *CURRENT SURVEY CONTROL
 EJ1808  ___________________________________________________________________
 EJ1808* NAD 83(1997)-  34 07 39.73721(N)    092 17 33.15372(W)     ADJUSTED  
 EJ1808* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 EJ1808  ___________________________________________________________________
 EJ1808  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 EJ1808  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1808
 EJ1808  HORZ ORDER  -  SECOND
 EJ1808
 EJ1808.The horizontal coordinates were established by classical geodetic methods
 EJ1808.and adjusted by the National Geodetic Survey in September 1999..
 EJ1808
 EJ1808.The orthometric height was scaled from a topographic map.
 EJ1808
 EJ1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1808
 EJ1808.The geoid height was determined by GEOID03.
 EJ1808
 EJ1808;                    North         East     Units Scale Factor Converg.
 EJ1808;SPC AR S     -   562,085.662   373,016.218   MT  0.99991979   -0 09 49.4
 EJ1808;SPC AR S     - 1,844,109.38  1,223,804.04   sFT  0.99991979   -0 09 49.4
 EJ1808;UTM  15      - 3,776,541.739   565,234.838   MT  0.99965246   +0 23 48.9
 EJ1808
 EJ1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1808!SPC AR S     -   0.99999154  x   0.99991979  =   0.99991133
 EJ1808!UTM  15      -   0.99999154  x   0.99965246  =   0.99964400
 EJ1808
 EJ1808|---------------------------------------------------------------------|
 EJ1808| PID    Reference Object                     Distance      Geod. Az  |
 EJ1808|                                                           dddmmss.s |
 EJ1808| CY6151 GRAPEVINE RM 1                       23.770 METERS 16251     |
 EJ1808| EJ1809 ARKANSAS FORESTRY COMM LOT 77       APPROX.10.2 KM 1635303.0 |
 EJ1808| CY6152 GRAPEVINE RM 2                       27.710 METERS 25500     |
 EJ1808| EJ1813 FREEMAN                             APPROX.11.5 KM 3014858.9 |
 EJ1808| CY6153 GRAPEVINE RM 3                      128.169 METERS 31755     |
 EJ1808|---------------------------------------------------------------------|
 EJ1808
 EJ1808                          SUPERSEDED SURVEY CONTROL
 EJ1808
 EJ1808  NAD 83(1986)-  34 07 39.74724(N)    092 17 33.14571(W) AD(       ) 2
 EJ1808  NAD 27      -  34 07 39.39110(N)    092 17 32.60596(W) AD(       ) 2
 EJ1808
 EJ1808.Superseded values are not recommended for survey control.
 EJ1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1808.See file dsdata.txt to determine how the superseded data were derived.
 EJ1808
 EJ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6523576542(NAD 83)
 EJ1808_MARKER: DS = TRIANGULATION STATION DISK
 EJ1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1808
 EJ1808  HISTORY     - Date     Condition        Report By
 EJ1808  HISTORY     - 1964     MONUMENTED       CGS
 EJ1808
 EJ1808                          STATION DESCRIPTION
 EJ1808
 EJ1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1808'ABOUT 16 MILES SOUTHWEST OF PINE BLUFF, 14 MILES SOUTHEAST OF
 EJ1808'SHERIDAN, 2 MILES SOUTHEAST OF GRAPEVINE, IN THE NORTHEAST
 EJ1808'1/4 OF SECTION 11, T-7-S, R-12-W, AND ON ROAD RIGHT-OF-WAY.
 EJ1808'IT IS 51 FEET SOUTHEAST OF A 24 INCH PINE TREE, 32 FEET
 EJ1808'NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 6 FEET SOUTH
 EJ1808'OF A WITNESS POST AND 2 FEET SOUTHWEST OF A FENCE LINE.  THE
 EJ1808'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAPEVINE
 EJ1808'1964.
 EJ1808'
 EJ1808'TO REACH FROM THE GRAPEVINE HIGH SCHOOL IN GRAPEVINE, GO
 EJ1808'SOUTH ON STATE HIGHWAY 35 FOR 1.7 MILES TO A GRAVELED CROSSROAD.
 EJ1808'TURN LEFT AND GO NORTHEAST ON THE GRAVELED ROAD FOR 1.05 MILES
 EJ1808'TO A GRAVELED SIDE ROAD RIGHT, AND REFERENCE MARK 3 ON THE RIGHT.
 EJ1808'TURN RIGHT ON THE GRAVELED ROAD AND GO SOUTHEAST FOR 0.05
 EJ1808'MILE TO THE STATION ON THE LEFT.
 EJ1808'
 EJ1808'REFERENCE MARK 1 IS 84 FEET SOUTHEAST OF THE WITNESS POST, 27
 EJ1808'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTHWEST
 EJ1808'OF THE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 EJ1808'STAMPED GRAPEVINE NO 1 1964.
 EJ1808'
 EJ1808'REFERENCE MARK 2 IS 93 FEET SOUTHWEST OF THE WITNESS POST,
 EJ1808'59 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 28 FEET
 EJ1808'NORTHWEST OF A 10 INCH PINE TREE, AND 26 FEET WEST OF A 10 INCH
 EJ1808'OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EJ1808'GRAPEVINE NO 2 1964.
 EJ1808'
 EJ1808'REFERENCE MARK 3 IS 47 FEET EAST OF THE ROAD INTERSECTION,
 EJ1808'37 FEET SOUTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 EJ1808'20 FEET SOUTHWEST OF A 12 INCH OAK TREE, 10 FEET NORTHWEST OF
 EJ1808'A POWER LINE POLE, AND 3 FEET SOUTHWEST OF A WITNESS POST.
 EJ1808'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAPEVINE
 EJ1808'NO 3 1964.
 EJ1808'
 EJ1808'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2047 ***********************************************************************
 EJ2047  DESIGNATION -  GRAPEVINE
 EJ2047  PID         -  EJ2047
 EJ2047  STATE/COUNTY-  AR/MONTGOMERY
 EJ2047  USGS QUAD   -  BUCK KNOB (1985)
 EJ2047
 EJ2047                         *CURRENT SURVEY CONTROL
 EJ2047  ___________________________________________________________________
 EJ2047* NAD 83(1997)-  34 38 49.12692(N)    093 53 20.03928(W)     ADJUSTED  
 EJ2047* NAVD 88     -       634.9    (meters)    2083.     (feet)  VERTCON   
 EJ2047  ___________________________________________________________________
 EJ2047  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 EJ2047  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 EJ2047
 EJ2047  HORZ ORDER  -  SECOND
 EJ2047
 EJ2047.The horizontal coordinates were established by classical geodetic methods
 EJ2047.and adjusted by the National Geodetic Survey in September 1999..
 EJ2047
 EJ2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2047
 EJ2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2047
 EJ2047.The geoid height was determined by GEOID03.
 EJ2047
 EJ2047;                    North         East     Units Scale Factor Converg.
 EJ2047;SPC AR S     -   621,244.117   226,842.575   MT  0.99997550   -1 03 25.9
 EJ2047;SPC AR S     - 2,038,198.41    744,232.68   sFT  0.99997550   -1 03 25.9
 EJ2047;SPC AR N     -    36,458.395   226,827.246   MT  1.00006862   -1 05 56.9
 EJ2047;SPC AR N     -   119,613.92    744,182.39   sFT  1.00006862   -1 05 56.9
 EJ2047;UTM  15      - 3,834,254.862   418,538.435   MT  0.99968179   -0 30 19.4
 EJ2047
 EJ2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2047!SPC AR S     -   0.99990497  x   0.99997550  =   0.99988047
 EJ2047!SPC AR N     -   0.99990497  x   1.00006862  =   0.99997358
 EJ2047!UTM  15      -   0.99990497  x   0.99968179  =   0.99958679
 EJ2047
 EJ2047|---------------------------------------------------------------------|
 EJ2047| PID    Reference Object                     Distance      Geod. Az  |
 EJ2047|                                                           dddmmss.s |
 EJ2047| CX5915 GRAPEVINE RM 1                       12.030 METERS 07602     |
 EJ2047| EJ2024 SLATINGTON                          APPROX.23.6 KM 1823116.0 |
 EJ2047| CX5916 GRAPEVINE RM 2                        8.819 METERS 21521     |
 EJ2047|---------------------------------------------------------------------|
 EJ2047
 EJ2047                          SUPERSEDED SURVEY CONTROL
 EJ2047
 EJ2047  NAD 83(1997)-  34 38 49.13306(N)    093 53 20.03567(W) AD(       ) 2
 EJ2047  NAD 83(1986)-  34 38 49.13409(N)    093 53 20.03170(W) AD(       ) 2
 EJ2047  NAD 27      -  34 38 48.75930(N)    093 53 19.31180(W) AD(       ) 2
 EJ2047  NGVD 29 (07/19/86)  634.8    (m)         2083.     (f) VERT ANG       
 EJ2047
 EJ2047.Superseded values are not recommended for survey control.
 EJ2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2047.See file dsdata.txt to determine how the superseded data were derived.
 EJ2047
 EJ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1853834255(NAD 83)
 EJ2047_MARKER: DD = SURVEY DISK
 EJ2047_SETTING: 0 = UNSPECIFIED SETTING
 EJ2047
 EJ2047  HISTORY     - Date     Condition        Report By
 EJ2047  HISTORY     - 1956     MONUMENTED       CGS
 EJ2047  HISTORY     - 1961     GOOD             CGS
 EJ2047
 EJ2047                          STATION DESCRIPTION
 EJ2047
 EJ2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2047'THE STATION IS LOCATED IN THE OUCHITA NATIONAL FOREST, ABOUT
 EJ2047'20 MILES SOUTHEAST OF WALDRON, AND ABOUT 10 MILES WEST OF
 EJ2047'PENCIL BLUFF.  IT IS ON THE TOP OF A WOODED RIDGE KNOWN AS
 EJ2047'GRAPEVINE MOUNTAIN.
 EJ2047'
 EJ2047'TO REACH FROM THE POST OFFICE IN WALDRON, GO SOUTH ON U.S.
 EJ2047'HIGHWAY 71 FOR 14 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 EJ2047'270 IN Y CITY.  TURN LEFT (SOUTHEAST) ON HIGHWAY 270 AND GO
 EJ2047'11.7 MILES TO A GRADED SIDE ROAD RIGHT OPPOSITE SIGN BUCK
 EJ2047'KNOB LOOKOUT TOWER 9.  TURN RIGHT (SOUTH) AND GO 1.8 MILES
 EJ2047'TO A SIDE ROAD LEFT.  KEEP STRAIGHT AHEAD (SOUTH) AND GO
 EJ2047'0.7 MILE TO A NARROW SIDE ROAD LEFT AT A CURVE IN THE MAIN
 EJ2047'ROAD.  TURN LEFT (SOUTHEAST) AND GO 1.6 MILES TO A
 EJ2047'TRIANGLE-BLAZED TREE ON THE RIGHT.  KEEP STRAIGHT AHEAD (SOUTH)
 EJ2047'AND GO ABOUT 20 YARDS TO A TRACK ROAD RIGHT.  TURN RIGHT
 EJ2047'(WEST) AND GO UP HILL ON TRACK ROAD FOR ABOUT 0.15 MILE
 EJ2047'TO THE STATION ON RIGHT.
 EJ2047'
 EJ2047'THE STATION MARK, STAMPED GRAPEVINE 1956 IS A STANDARD BRONZE
 EJ2047'DISK SET IN THE TOP OF A 2- INCH SOIL PIPE WHICH PROJECTS
 EJ2047'12 INCHES.  IT IS 15 FEET NORTHWEST OF A TRIANGLE-BLAZED
 EJ2047'OAK TREE AND 12 FEET SOUTH OF A TRIANGLE- BLAZED OAK STUMP.
 EJ2047'
 EJ2047'REFERENCE MARK 1, STAMPED GRAPEVINE NO 1 1956, IS A STANDARD
 EJ2047'BRONZE DISK SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EJ2047'ABOUT 14 NICHES.  THE MARK IS ABOUT 4 FEET LOWER THAN THE
 EJ2047'STATION.
 EJ2047'
 EJ2047'REFERENCE MARK 2, STAMPED GRAPEVINE NO 2 1956, IS A STANDARD
 EJ2047'BRONZE DISK SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EJ2047'ABOUT 18 INCHES.  THE MARK IS ABOUT LEVEL WITH WITH THE STATION.
 EJ2047'
 EJ2047'NO AZIMUTH MARK WAS ESTABLISHED.
 EJ2047
 EJ2047                          STATION RECOVERY (1961)
 EJ2047
 EJ2047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2047'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 EJ2047'
 EJ2047'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY
 EJ2047'BUT WAS UNABLE TO DRIVE THE LAST 0.15 MILE DUE TO SMALL TREES
 EJ2047'THAT HAVE GROWN UP IN WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1792 ***********************************************************************
 FG1792  DESIGNATION -  GRASSY
 FG1792  PID         -  FG1792
 FG1792  STATE/COUNTY-  AR/SEARCY
 FG1792  USGS QUAD   -  WITTS SPRINGS (1980)
 FG1792
 FG1792                         *CURRENT SURVEY CONTROL
 FG1792  ___________________________________________________________________
 FG1792* NAD 83(1997)-  35 50 30.24557(N)    092 48 50.36147(W)     ADJUSTED  
 FG1792* NAVD 88     -       600.     (meters)    1968.     (feet)  SCALED    
 FG1792  ___________________________________________________________________
 FG1792  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FG1792  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG1792
 FG1792  HORZ ORDER  -  SECOND
 FG1792
 FG1792.The horizontal coordinates were established by classical geodetic methods
 FG1792.and adjusted by the National Geodetic Survey in September 1999..
 FG1792
 FG1792.The orthometric height was scaled from a topographic map.
 FG1792
 FG1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1792
 FG1792.The geoid height was determined by GEOID03.
 FG1792
 FG1792;                    North         East     Units Scale Factor Converg.
 FG1792;SPC AR N     -   167,649.645   326,466.169   MT  0.99994600   -0 28 25.2
 FG1792;SPC AR N     -   550,030.54  1,071,081.09   sFT  0.99994600   -0 28 25.2
 FG1792;UTM  15      - 3,966,410.737   516,798.145   MT  0.99960348   +0 06 32.1
 FG1792
 FG1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1792!SPC AR N     -   0.99991021  x   0.99994600  =   0.99985622
 FG1792!UTM  15      -   0.99991021  x   0.99960348  =   0.99951373
 FG1792
 FG1792|---------------------------------------------------------------------|
 FG1792| PID    Reference Object                     Distance      Geod. Az  |
 FG1792|                                                           dddmmss.s |
 FG1792| CI1499 GRASSY RM 1                          17.539 METERS 11854     |
 FG1792| CI1498 GRASSY AZ MK                                       2441447.2 |
 FG1792| CI1500 GRASSY RM 2                          15.575 METERS 25028     |
 FG1792|---------------------------------------------------------------------|
 FG1792
 FG1792                          SUPERSEDED SURVEY CONTROL
 FG1792
 FG1792  NAD 83(1986)-  35 50 30.25673(N)    092 48 50.36214(W) AD(       ) 2
 FG1792  NAD 27      -  35 50 29.96800(N)    092 48 49.76300(W) AD(       ) 2
 FG1792
 FG1792.Superseded values are not recommended for survey control.
 FG1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1792.See file dsdata.txt to determine how the superseded data were derived.
 FG1792
 FG1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1679866411(NAD 83)
 FG1792_MARKER: DS = TRIANGULATION STATION DISK
 FG1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1792_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1792
 FG1792  HISTORY     - Date     Condition        Report By
 FG1792  HISTORY     - 1954     MONUMENTED       CGS
 FG1792
 FG1792                          STATION DESCRIPTION
 FG1792
 FG1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1792'THE STATION IS ABOUT 6 MILES NORTHEAST OF WITT SPRINGS,
 FG1792'5 MILES SOUTHEAST OF SNOWBALL, ON THE SUMMIT OF THE HIGHEST
 FG1792'HILL IN THE VICINITY, 19 FEET NORTH OF A TRACK ROAD, 16
 FG1792'FEET NORTHWEST OF A TRIANGULAR BLAZED TREE AND 14 FEET NORTHWEST
 FG1792'OF A 4 IN X 4 IN WITNESS POST.
 FG1792'
 FG1792'TO REACH THE STATION FROM THE POST OFFICE IN WITT SPRINGS
 FG1792'GO NORTH ON STATE HIGHWAY 27 FOR 0.25 MILE TO A FORK, TURN
 FG1792'RIGHT AND GO EAST ON THE HIGHWAY FOR 0.3 MILE TO A FORK,
 FG1792'TURN LEFT AND GO NORTHERLY ON A GRAVEL ROAD FOR 0.5 MILE
 FG1792'TO A FORK, TURN RIGHT AND GO FOR 0.25 MILE TO A FORK, TURN
 FG1792'LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR 5.55 MILES
 FG1792'TO A SIDE ROAD ON THE RIGHT AT J.F. ENGLANDS MAILBOX, TURN
 FG1792'RIGHT AND GO UP THE DRIVEWAY FOR ABOUT 10 YARDS THEN TURN
 FG1792'LEFT AT A FORK AND GO UP THE HILL FOR 0.5 MILE TO THE AZIMUTH
 FG1792'MARK ON THE LEFT, CONTINUE ON THE TRACK ROAD FOR 0.3 MILE
 FG1792'TO THE STATION ON THE LEFT AS DESCRIBED.
 FG1792'
 FG1792'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1792'GRASSY 1954.
 FG1792'
 FG1792'REFERENCE MARK NO. 1 IS 30 FEET NORTHEAST OF THE TRACK ROAD.
 FG1792'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRASSY
 FG1792'NO 1 1954.
 FG1792'
 FG1792'REFERENCE MARK NO. 2 IS 8 FEET SOUTH OF THE TRACK ROAD.
 FG1792'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GRASSY
 FG1792'NO 2 1954.
 FG1792'
 FG1792'THE AZIMUTH MARK IS 12 FEET NORTH OF THE TRACK ROAD AND
 FG1792'7 FEET NORTHWEST OF A 4 IN X 4 IN WITNESS POST.  THE MARK
 FG1792'PROJECTS 2 INCHES AND THE DISK IS STAMPED GRASSY 1954.
 FG1792'
 FG1792'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0955 ***********************************************************************
 FH0955  DESIGNATION -  GRASSY
 FH0955  PID         -  FH0955
 FH0955  STATE/COUNTY-  AR/CRAWFORD
 FH0955  USGS QUAD   -  RUDY NE (1983)
 FH0955
 FH0955                         *CURRENT SURVEY CONTROL
 FH0955  ___________________________________________________________________
 FH0955* NAD 83(1997)-  35 38 09.83749(N)    094 16 13.00111(W)     ADJUSTED  
 FH0955* NAVD 88     -       513.     (meters)    1683.     (feet)  SCALED    
 FH0955  ___________________________________________________________________
 FH0955  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 FH0955  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FH0955
 FH0955  HORZ ORDER  -  FIRST
 FH0955
 FH0955.The horizontal coordinates were established by classical geodetic methods
 FH0955.and adjusted by the National Geodetic Survey in September 1999..
 FH0955
 FH0955.The orthometric height was scaled from a topographic map.
 FH0955
 FH0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0955
 FH0955.The geoid height was determined by GEOID03.
 FH0955
 FH0955;                    North         East     Units Scale Factor Converg.
 FH0955;SPC AR N     -   146,897.630   194,398.306   MT  0.99993634   -1 19 15.9
 FH0955;SPC AR N     -   481,946.64    637,788.44   sFT  0.99993634   -1 19 15.9
 FH0955;SPC OK N     -    77,061.509   937,736.678   MT  0.99998813   +2 12 03.9
 FH0955;SPC OK N     -   252,825.97  3,076,557.75   sFT  0.99998813   +2 12 03.9
 FH0955;UTM  15      - 3,944,326.982   384,986.098   MT  0.99976301   -0 44 24.7
 FH0955
 FH0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0955!SPC AR N     -   0.99992399  x   0.99993634  =   0.99986033
 FH0955!SPC OK N     -   0.99992399  x   0.99998813  =   0.99991212
 FH0955!UTM  15      -   0.99992399  x   0.99976301  =   0.99968702
 FH0955
 FH0955|---------------------------------------------------------------------|
 FH0955| PID    Reference Object                     Distance      Geod. Az  |
 FH0955|                                                           dddmmss.s |
 FH0955| CI1496 GRASSY RM 1                          21.592 METERS 00256     |
 FH0955| CI1495 GRASSY AZ MK                                       0893814.0 |
 FH0955| CI1497 GRASSY RM 2                          24.482 METERS 27513     |
 FH0955|---------------------------------------------------------------------|
 FH0955
 FH0955                          SUPERSEDED SURVEY CONTROL
 FH0955
 FH0955  NAD 83(1997)-  35 38 09.84625(N)    094 16 13.00031(W) AD(       ) 1
 FH0955  NAD 83(1986)-  35 38 09.84367(N)    094 16 12.99571(W) AD(       ) 1
 FH0955  NAD 27      -  35 38 09.54100(N)    094 16 12.24700(W) AD(       ) 1
 FH0955
 FH0955.Superseded values are not recommended for survey control.
 FH0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0955.See file dsdata.txt to determine how the superseded data were derived.
 FH0955
 FH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8498644327(NAD 83)
 FH0955_MARKER: DS = TRIANGULATION STATION DISK
 FH0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0955
 FH0955  HISTORY     - Date     Condition        Report By
 FH0955  HISTORY     - 1935     MONUMENTED       CGS
 FH0955  HISTORY     - 1960     GOOD             CGS
 FH0955
 FH0955                          STATION DESCRIPTION
 FH0955
 FH0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0955'STATION IS ABOUT 11 MILES NNW OF ALMA AND 6 MILES SW OF CHESTER
 FH0955'IN THE NW 1/4 SEC. 14, T 11 N, R 31 W, ON LAND OWNED BY JOHN
 FH0955'KIMES.  THE MARK IS SET ON THE HIGHEST POINT OF THE KNOB NEAR THE
 FH0955'W EDGE.  IT IS AT THE E EDGE OF A LINE OF TREES NEAR THE REMAINS
 FH0955'OF AN OLD STONE WALL.  IT IS ABOUT 0.2 MILE W OF MR. KIMES HOUSE,
 FH0955'22 FEET NE OF A 24-INCH OAK TREE WITH TRIANGLE BLAZE, ABOUT 200
 FH0955'FEET S OF RAIL FENCE ON THE N EDGE OF THE FIELD.  MARK PROJECTS
 FH0955'10 INCHES.
 FH0955'
 FH0955'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND AZIMUTH MARKS ARE
 FH0955'STANDARD BRONZE DISKS SET IN CONCRETE.
 FH0955'
 FH0955'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 FH0955'HOLE IN OUTCROPPING BEDROCK.
 FH0955'
 FH0955'REFERENCE MARK NO. 1 IS N OF THE STATION ON THE W EDGE OF THE
 FH0955'CLEARING AND PROJECTS 10 INCHES.
 FH0955'
 FH0955'REFERENCE MARK NO.2 IS W OF THE STATION IN A LARGE FLAT TOPPED
 FH0955'LEDGE.  IT IS 8 FEET E OF A 2-FOOT OAK TREE WHICH GROWS AT
 FH0955'THE BOTTOM OF THE LEDGE AT A POINT WHERE THE BLUFF DROPS OFF
 FH0955'ALMOST VERTICALLY.
 FH0955'
 FH0955'AZIMUTH MARK IS E OF THE STATION AT THE W EDGE OF A ROCK WALL
 FH0955'WHICH RUNS ON THE W EDGE OF THE RIGHT-OF-WAY.  IT IS 30 FEET W
 FH0955'OF THE CENTER LINE OF THE ROAD, 25 FEET SE OF THE SE CORNER OF
 FH0955'OLD LOG HOUSE.  MARK PROJECTS 7 INCHES.
 FH0955'
 FH0955'TO REACH FROM ALMA, GO N ON U.S. HIGHWAY 71, 4.0 MILES TO
 FH0955'CROSSROADS AT THE FINE SPRINGS SERVICE STATION.  HERE TURN W
 FH0955'AND FOLLOW MAIN TRAVELED ROAD TO THE VILLAGE OF RUDY.  TAKE ROAD
 FH0955'N ALONG THE E SIDE OF THE RAILROAD TRACKS FOR 0.2 MILE TO RAILROAD
 FH0955'CROSSING.  CROSS THE TRACKS AND GO IN A NORTHWESTERLY DIRECTION
 FH0955'FOR 0.4 MILE TO THE W EDGE OF A STEEL BRIDGE.  TURN RIGHT AND GO
 FH0955'1.1 MILES TO FORK.  TAKE LEFT FORK AND GO 4.4 MILES TO FORK IN
 FH0955'VALLEY AT SEVERAL MAIL BOXES.  THIS ROAD IS 0.2 MILE N OF A
 FH0955'SIDE ROAD LEADING W.  TAKE LEFT FORK 0.15 MILE TO FORK, THENCE
 FH0955'RIGHT HAND, MAIN FORK UP HILL, 3.0 MILES TO MR. KIMES HOUSE AT
 FH0955'THE TOP OF A LONG STEEP HILL.  THIS HOUSE IS 2.05 MILES N OF A
 FH0955'WHITE SCHOOL HOUSE.  AT HOUSE TURN THROUGH GATE TO S AND
 FH0955'PASS BETWEEN OLD LOG HOUSE AND ROCK FENCE, THENCE W ACROSS THE
 FH0955'FIELD 0.2 MILE TO THE W EDGE OF THE FIELD AND THE STATION.
 FH0955'
 FH0955'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 FH0955
 FH0955                          STATION RECOVERY (1960)
 FH0955
 FH0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH0955'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH0955'CONDITION.
 FH0955'
 FH0955'THE STATION IS ABOUT 0.2 MILE WEST OF AN OLD ABANDONED HOUSE AND
 FH0955'IS NEAR THE CENTER OF THE WEST SIDE OF AN OLD CLEARED FIELD.
 FH0955'
 FH0955'THE AZIMUTH MARK IS ABOUT 100 FEET SOUTH OF THE SOUTHEAST CORNER OF
 FH0955'THE OLD HOUSE, ABOUT 15 FEET SOUTHWEST OF A CEDAR TREE THAT IS ON
 FH0955'ROAD RIGHT OF WAY, ABOUT 14 FEET SOUTH OF AN EAST-WEST FENCE LINE
 FH0955'AND AT THE WEST EDGE OF A ROCK WALL.
 FH0955'
 FH0955'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ALMA IS
 FH0955'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2106 ***********************************************************************
 FF2106  DESIGNATION -  GRAVEL
 FF2106  PID         -  FF2106
 FF2106  STATE/COUNTY-  AR/CRAIGHEAD
 FF2106  USGS QUAD   -  JONESBORO (1983)
 FF2106
 FF2106                         *CURRENT SURVEY CONTROL
 FF2106  ___________________________________________________________________
 FF2106* NAD 83(1997)-  35 51 26.24459(N)    090 40 35.61263(W)     ADJUSTED  
 FF2106* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 FF2106  ___________________________________________________________________
 FF2106  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FF2106  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF2106
 FF2106  HORZ ORDER  -  FIRST
 FF2106
 FF2106.The horizontal coordinates were established by classical geodetic methods
 FF2106.and adjusted by the National Geodetic Survey in September 1999..
 FF2106
 FF2106.The orthometric height was scaled from a topographic map.
 FF2106
 FF2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2106
 FF2106.The geoid height was determined by GEOID03.
 FF2106
 FF2106;                    North         East     Units Scale Factor Converg.
 FF2106;SPC AR N     -   169,874.874   519,531.029   MT  0.99994725   +0 46 12.4
 FF2106;SPC AR N     -   557,331.15  1,704,494.72   sFT  0.99994725   +0 46 12.4
 FF2106;UTM  15      - 3,970,612.629   709,801.039   MT  1.00014241   +1 21 41.4
 FF2106
 FF2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2106!SPC AR N     -   0.99998615  x   0.99994725  =   0.99993340
 FF2106!UTM  15      -   0.99998615  x   1.00014241  =   1.00012856
 FF2106
 FF2106|---------------------------------------------------------------------|
 FF2106| PID    Reference Object                     Distance      Geod. Az  |
 FF2106|                                                           dddmmss.s |
 FF2106| FF2226 GRAVEL RM 1                          17.774 METERS 07311     |
 FF2106| FF2109 JONESBORO RADIO STA KBTM MAST       APPROX. 2.2 KM 1440135.2 |
 FF2106| FF2101 NETTLETON MUNICIPAL TANK            APPROX. 4.8 KM 1530217.9 |
 FF2106| CI3731 GRAVEL RM 2                          17.797 METERS 17157     |
 FF2106| FF2228 GRAVEL AZ MK                                       1810514.8 |
 FF2106| FF2108 JONESBORO ARK STATE COLL STACK      APPROX. 2.0 KM 1844414.7 |
 FF2106| FF2227 GRAVEL RM 3                          18.944 METERS 18909     |
 FF2106| FF2103 JONESBORO REA RADIO MAST            APPROX. 5.3 KM 2055506.2 |
 FF2106| FF2104 JONESBORO MUNICIPAL TANK            APPROX. 4.1 KM 2212543.7 |
 FF2106| FF2107 JONESBORO CITY WATR LT PLT STK      APPROX. 2.9 KM 2421326.1 |
 FF2106| FF2105 JONESBORO RADIO STA KNEA MAST       APPROX. 4.8 KM 2664200.2 |
 FF2106|---------------------------------------------------------------------|
 FF2106
 FF2106                          SUPERSEDED SURVEY CONTROL
 FF2106
 FF2106  NAD 83(1997)-  35 51 26.25238(N)    090 40 35.61371(W) AD(       ) 1
 FF2106  NAD 83(1986)-  35 51 26.25593(N)    090 40 35.61229(W) AD(       ) 1
 FF2106  NAD 27      -  35 51 25.98630(N)    090 40 35.21130(W) AD(       ) 1
 FF2106
 FF2106.Superseded values are not recommended for survey control.
 FF2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2106.See file dsdata.txt to determine how the superseded data were derived.
 FF2106
 FF2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0980170613(NAD 83)
 FF2106_MARKER: DS = TRIANGULATION STATION DISK
 FF2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2106
 FF2106  HISTORY     - Date     Condition        Report By
 FF2106  HISTORY     - 1954     MONUMENTED       CGS
 FF2106  HISTORY     - 1970     GOOD             NGS
 FF2106
 FF2106                          STATION DESCRIPTION
 FF2106
 FF2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2106'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF JONESBORO,
 FF2106'150 FEET NORTH OF A T INTERSECTION, 88 FEET NORTH OF A POWER
 FF2106'LINE POLE, 78 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 FF2106'AND 19 FEET SOUTHEAST OF A TREE WITH A TRIANGLE BLAZE.  IT
 FF2106'PROJECTS 2 INCHES AND IS STAMPED GRAVEL 1954.
 FF2106'
 FF2106'REFERENCE MARK NO. 1 IS 72 FEET EAST OF THE TREE WITH THE
 FF2106'TRIANGLE BLAZE AND 56 FEET NORTHWEST OF THE CENTER OF THE
 FF2106'GRAVELED ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED GRAVEL
 FF2106'NO 1 1954.
 FF2106'
 FF2106'REFERENCE MARK NO. 2 IS 34 FEET NORTHEAST OF A POWER LINE POLE
 FF2106'AND 31 FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD.  IT
 FF2106'PROJECTS 4 INCHES AND IS STAMPED GRAVEL NO 2 1954.
 FF2106'
 FF2106'THE AZIMUTH MARK IS 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FF2106'OF A HOUSE, 24-1/2 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 FF2106'10 FEET NORTH OF A DRIVEWAY AND 3 FEET WEST OF A POWER LINE
 FF2106'POLE.  IT PROJECTS 3 INCHES AND IS STAMPED GRAVEL 1954.
 FF2106'
 FF2106'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 FF2106'IN JONESBORO, GO NORTH ON MAIN STREET FOR 0.3 MILE TO WHERE
 FF2106'STATE ROAD NO. 1 TURNS RIGHT, TURN RIGHT AND GO EAST
 FF2106'FOR 0.3 MILE TO WHERE STATE ROAD NO. 1 TURNS LEFT, TURN LEFT,
 FF2106'PASSING OVER THE OVER-PASS, FOR 0.2 MILE WHERE STATE ROAD NO.
 FF2106'1 TURNS RIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.3 MILES TO A
 FF2106'CROSSROAD AND TEXACO FILLING STATION ON THE LEFT, TURN LEFT,
 FF2106'NORTH, FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FF2106'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO A T
 FF2106'INTERSESCION AND THE STATION AND REFERENCE MARKS AS
 FF2106'DESCRIBED.
 FF2106'
 FF2106'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF2106
 FF2106                          STATION RECOVERY (1970)
 FF2106
 FF2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FF2106'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FF2106'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 FF2106'HAD BEEN DISTURBED BY GRADING OPERATION FOR A NEW HOUSE SITE.
 FF2106'A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE STATION
 FF2106'WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE MARKS
 FF2106'USING ARKANSAS, STATE UNIVERSITY KASU RADIO STATION MAST
 FF2106'AS THE INITIAL.  IN CHECKING THE HORIZONTAL ANGLE BETWEEN THE
 FF2106'AZIMUTH MARK AND REFERENCE MARK NO. 1 THE 1954 VALUES WERE
 FF2106'CHECKED WELL WITHIN THE LIMITS.  IN CHECKING THE HORIZONTAL
 FF2106'MEASURED DISTANCE BETWEEN THE STATION MARK AND REFRENCE MARK
 FF2106'NO. 1 A FLAT CHECK WAS OBTAINED.
 FF2106'
 FF2106'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF2106'
 FF2106'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE DOWNTOWN
 FF2106'SECTION OF JONESBORO ON A RATHER PROMINENT TIMBERED HILL, AND ON
 FF2106'THE PROPERTY OF MR. SHIRL D. STRAUSER.
 FF2106'
 FF2106'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 1 AND 173
 FF2106'AT THE NORTHEAST CORNER OF THE ARKANSAS STATE UNIVERSITY CAMPUS
 FF2106'IN JONESBORO, GO NORTH ON NORTH CARAWAY ROAD FOR 0.5 OF A MILE
 FF2106'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH
 FF2106'ON NORTH CARAWAY ROAD FOR 0.15 OF A MILE TO THE T INTERSECTION
 FF2106'WITH OLD GREENSBORO ROAD (GRAVELED).  HERE TURN RIGHT ON OLD
 FF2106'GREENSBORO ROAD FOR ABOUT 125 FEET TO A DRIVEWAY LEFT LEADING
 FF2106'INTO THE HOME OF MR. SHIRL D. STRAUSER AND THE STATION IN MR.
 FF2106'STRAUSERS YARD AS DESCRIBED.
 FF2106'
 FF2106'THE STATION IS 138 FEET NORTH-NORTHEAST OF THE T INTERSECTION
 FF2106'OF NORTH CARAWAY ROAD AND OLD GREENSBORO ROAD, 88 FEET
 FF2106'EAST-NORTHEAST OF OF THE SOUTHEAST CORNER OF THE STAUSER HOME,
 FF2106'86.5 FEET EAST OF THE NORTHEAST CORNER OF THE STRAUSER HOME,
 FF2106'23.5 FEET EAST-SOUTHEAST OF A PROPERTY CORNER FENCE, 21 FEET
 FF2106'EAST-SOUTHEAST OF A 24-INCH RED OAK TREE, 15 FEET NORTH OF THE
 FF2106'APPROXIMATE CENTER OF A GRAVELED DRIVE, AND 11 FEET SOUTH OF A
 FF2106'PROPERTY LINE FENCE.  IT IS A STANDARD DISK SET IN THE TOP
 FF2106'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FF2106'IS STAMPED GRAVEL 1954.
 FF2106'
 FF2106'REFERENCE MARK NO. 1 IS LOCATED ON THE PROPERTY OF MR. F.P.
 FF2106'STALLCUP, 59 FEET NORTH OF THE APPROXIMATE CENTER OF OLD
 FF2106'GREENSBORO ROAD, 12 FEET EAST-SOUTHEAST OF AN 18-INCH WHITE OAK
 FF2106'TREE, 8 FEET WEST-NORTHWEST OF A 14 INCH, FORKED TRUNKED, RED
 FF2106'OAK TREE, 7 FEET NORTHEAST OF A FENCE, AND 0.7 OF A FOOT SOUTH
 FF2106'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 FF2106'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FF2106'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAVEL NO 1 1954.
 FF2106'
 FF2106'REFERENCE MARK NO. 3 IS ON THE PROPERTY OF MR. SHIRL D.
 FF2106'STRAUSER, 74 FEET NORTH-NORTHEAST OF THE T INTERSECTION OF
 FF2106'NORTH CARAWAY ROAD AND OLD GREENSBORO ROAD, 55 FEET
 FF2106'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STRAUSER HOME,
 FF2106'39 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FF2106'DRIVEWAY, 42 FEET NORTHWEST OF THE APPROXIMATE CENTER OF OLD
 FF2106'GREENSBORO ROAD, 30 FEET SOUTHEAST OF A 10-INCH, FORKED
 FF2106'TRUNKED, HICKORY TREE, AND 26 FEET NORTH OF A GUYED UTILITY
 FF2106'POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FF2106'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FF2106'STAMPED GRAVEL 1954 NO 3 1970.
 FF2106'
 FF2106'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1
 FF2106'AND REFERENCE MARK NO. 3 IS 102.18 FEET - (31.144) METERS.
 FF2106'
 FF2106'THE AZIMUTH MARK IS 57 FEET NORTHWEST OF THE NORTHWEST CORNER
 FF2106'OF AN IMITATION, BROWN, BRICK SIDED HOUSE, 52 FEET SOUTHWEST
 FF2106'OF THE SOUTHWEST CORNER OF AN ASBESTOS SIDED HOUSE, 24 FEET EAST
 FF2106'OF THE APPROXIMATE CENTER OF NORTH CARAWAY ROAD, 5 FEET EAST OF
 FF2106'A 24-INCH POST OAK TREE, AND 3 FEET WEST OF UTILITY POLE NO. 54.
 FF2106'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FF2106'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 FF2106'STAMPED GRAVEL 1954.
 FF2106'
 FF2106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN NORTHEAST
 FF2106'SECTION OF JONESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2030 ***********************************************************************
 EJ2030  DESIGNATION -  GRAVELLY
 EJ2030  PID         -  EJ2030
 EJ2030  STATE/COUNTY-  AR/YELL
 EJ2030  USGS QUAD   -  GRAVELLY (1985)
 EJ2030
 EJ2030                         *CURRENT SURVEY CONTROL
 EJ2030  ___________________________________________________________________
 EJ2030* NAD 83(1997)-  34 52 55.55187(N)    093 42 15.26895(W)     ADJUSTED  
 EJ2030* NAVD 88     -       147.77   (+/-2cm)     484.8    (feet)  VERTCON   
 EJ2030  ___________________________________________________________________
 EJ2030  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 EJ2030  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 EJ2030
 EJ2030  HORZ ORDER  -  THIRD
 EJ2030  VERT ORDER  -  THIRD ? (See Below)
 EJ2030
 EJ2030.The horizontal coordinates were established by classical geodetic methods
 EJ2030.and adjusted by the National Geodetic Survey in September 1999..
 EJ2030
 EJ2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2030.The vertical order pertains to the NGVD 29 superseded value.
 EJ2030
 EJ2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2030
 EJ2030.The geoid height was determined by GEOID03.
 EJ2030
 EJ2030;                    North         East     Units Scale Factor Converg.
 EJ2030;SPC AR N     -    62,229.706   244,206.245   MT  1.00001047   -0 59 30.1
 EJ2030;SPC AR N     -   204,165.29    801,199.99   sFT  1.00001047   -0 59 30.1
 EJ2030;UTM  15      - 3,860,194.474   435,644.202   MT  0.99965104   -0 24 09.9
 EJ2030
 EJ2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2030!SPC AR N     -   0.99998149  x   1.00001047  =   0.99999196
 EJ2030!UTM  15      -   0.99998149  x   0.99965104  =   0.99963254
 EJ2030
 EJ2030|---------------------------------------------------------------------|
 EJ2030| PID    Reference Object                     Distance      Geod. Az  |
 EJ2030|                                                           dddmmss.s |
 EJ2030| CX5919 GRAVELLY RM 1                        18.732 METERS 02300     |
 EJ2030| CX5918 GRAVELLY AZ MK                                     0921514.9 |
 EJ2030| CX5920 GRAVELLY RM 2                        11.263 METERS 09621     |
 EJ2030|---------------------------------------------------------------------|
 EJ2030
 EJ2030                          SUPERSEDED SURVEY CONTROL
 EJ2030
 EJ2030  NAD 83(1997)-  34 52 55.56065(N)    093 42 15.26515(W) AD(       ) 3
 EJ2030  NAD 83(1986)-  34 52 55.56043(N)    093 42 15.26107(W) AD(       ) 3
 EJ2030  NAD 27      -  34 52 55.21710(N)    093 42 14.55300(W) AD(       ) 3
 EJ2030  NGVD 29 (07/19/86)  147.71   (m)          484.6    (f) LEVELING    3  
 EJ2030
 EJ2030.Superseded values are not recommended for survey control.
 EJ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2030.See file dsdata.txt to determine how the superseded data were derived.
 EJ2030
 EJ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3564460194(NAD 83)
 EJ2030_MARKER: DS = TRIANGULATION STATION DISK
 EJ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ2030+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 EJ2030
 EJ2030  HISTORY     - Date     Condition        Report By
 EJ2030  HISTORY     - 1956     MONUMENTED       CGS
 EJ2030  HISTORY     - 20040701 GOOD             ARHD
 EJ2030
 EJ2030                          STATION DESCRIPTION
 EJ2030
 EJ2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2030'THE STATION IS LOCATED ABOUT 22 MILES EAST OF WALDRON, ABOUT
 EJ2030'2 MILES EAST OF NOLA, 0.8 MILE WEST OF GRAVELLY, AND 0.2
 EJ2030'MILE EAST OF THE SCOTT-YELL COUNTY LINE.  IT IS ON THE
 EJ2030'RIGHT-OF-WAY OF STATE HIGHWAY 28.
 EJ2030'
 EJ2030'TO REACH FROM THE POST OFFICE IN GRAVELLY, GO WEST ON STATE
 EJ2030'HIGHWAY 28 FOR 0.8 MILE TO THE STATION ON THE LEFT.
 EJ2030'
 EJ2030'THE STATION MARK, STAMPED GRAVELLY 1956, IS A STANDARD BRONZE
 EJ2030'DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS
 EJ2030'3 INCHES.  IT IS 71 FEET WEST OF A DRIVEWAY, 40 FEET NORTH
 EJ2030'OF THE NORTHWEST CORNER OF THE FARMHOUSE OF BAX HUNT, 29 FEET
 EJ2030'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 15 FEET EAST
 EJ2030'OF THE NORTHEAST CORNER OF A CONCRETE CELLAR.
 EJ2030'
 EJ2030'REFERENCE MARK 1, STAMPED GRAVELLY NO 1 1956, IS A STANDARD
 EJ2030'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH
 EJ2030'PROJECTS 4 INCHES.  IT IS 27 FEET NORTH OF THE CENTERLINE
 EJ2030'OF THE HIGHWAY AND 10 FEET EAST OF THE CENTERLINE OF A BARN
 EJ2030'LANE.
 EJ2030'
 EJ2030'REFERENCE MARK 2, STAMPED GRAVELLY NO 2 1956, IS A STANDARD
 EJ2030'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH
 EJ2030'PROJECTS 4 INCHES.  IT IS 33 FEET WEST OF THE DRIVEWAY TO
 EJ2030'THE HUNT FARMHOUSE AND 29 FEET SOUTH OF THE CENTERLINE OF
 EJ2030'THE HIGHWAY.
 EJ2030'
 EJ2030'THE AZIMUTH MARK, STAMPED GRAVELLY 1956, IS A STANDARD BRONZE
 EJ2030'DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS
 EJ2030'2 INCHES.  IT IS 39 FEET NORTH OF THE CENTERLINE OF THE
 EJ2030'HIGHWAY, 21 FEET WEST OF THE CENTERLINE OF THE ENTRANCE ROAD
 EJ2030'TO A FARMHOUSE, AND 2 FEET WEST OF A WHITE WITNESS POST.
 EJ2030'
 EJ2030'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 EJ2030'HIGHWAY 28 FOR 0.2 MILE TO THE MARK ON LEFT.
 EJ2030
 EJ2030                          STATION RECOVERY (2004)
 EJ2030
 EJ2030'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EJ2030'THE STATION, AZIMUTH MARK AND RM-2 RECOVERED IN GOOD CONDITION. RM-1
 EJ2030'NOT FOUND. STATION WOULD TAKE EXTENSIVE CLEARING FOR GPS OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0660 ***********************************************************************
 GG0660  DESIGNATION -  GRAVETTE
 GG0660  PID         -  GG0660
 GG0660  STATE/COUNTY-  AR/BENTON
 GG0660  USGS QUAD   -  HIWASSE (1982)
 GG0660
 GG0660                         *CURRENT SURVEY CONTROL
 GG0660  ___________________________________________________________________
 GG0660* NAD 83(1997)-  36 25 44.18568(N)    094 22 20.97188(W)     ADJUSTED  
 GG0660* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 GG0660  ___________________________________________________________________
 GG0660  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GG0660  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GG0660
 GG0660  HORZ ORDER  -  THIRD
 GG0660
 GG0660.The horizontal coordinates were established by classical geodetic methods
 GG0660.and adjusted by the National Geodetic Survey in September 1999..
 GG0660
 GG0660.The orthometric height was scaled from a topographic map.
 GG0660
 GG0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0660
 GG0660.The geoid height was determined by GEOID03.
 GG0660
 GG0660;                    North         East     Units Scale Factor Converg.
 GG0660;SPC AR N     -   235,065.127   187,262.873   MT  1.00004452   -1 22 50.0
 GG0660;SPC AR N     -   771,209.50    614,378.28   sFT  1.00004452   -1 22 50.0
 GG0660;SPC MO W     -    29,108.932   861,433.325   MT  0.99994279   +0 04 32.6
 GG0660;UTM  15      - 4,032,401.061   376,970.383   MT  0.99978649   -0 48 54.4
 GG0660
 GG0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0660!SPC AR N     -   0.99994179  x   1.00004452  =   0.99998631
 GG0660!SPC MO W     -   0.99994179  x   0.99994279  =   0.99988458
 GG0660!UTM  15      -   0.99994179  x   0.99978649  =   0.99972829
 GG0660
 GG0660|---------------------------------------------------------------------|
 GG0660| PID    Reference Object                     Distance      Geod. Az  |
 GG0660|                                                           dddmmss.s |
 GG0660| CI1501 GRAVETTE RM 1                        22.873 METERS 17016     |
 GG0660| CI1502 GRAVETTE RM 2                        23.207 METERS 29229     |
 GG0660| CI1503 GRAVETTE RM 3 AZIMUTH                              3593435.8 |
 GG0660|---------------------------------------------------------------------|
 GG0660
 GG0660                          SUPERSEDED SURVEY CONTROL
 GG0660
 GG0660  NAD 83(1997)-  36 25 44.18870(N)    094 22 20.97394(W) AD(       ) 3
 GG0660  NAD 83(1997)-  36 25 44.19884(N)    094 22 20.97527(W) AD(       ) 3
 GG0660  NAD 83(1986)-  36 25 44.19909(N)    094 22 20.97478(W) AD(       ) 3
 GG0660  NAD 27      -  36 25 43.92730(N)    094 22 20.21160(W) AD(       ) 3
 GG0660
 GG0660.Superseded values are not recommended for survey control.
 GG0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0660.See file dsdata.txt to determine how the superseded data were derived.
 GG0660
 GG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7697032401(NAD 83)
 GG0660_MARKER: DS = TRIANGULATION STATION DISK
 GG0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0660
 GG0660  HISTORY     - Date     Condition        Report By
 GG0660  HISTORY     - 1961     MONUMENTED       CGS
 GG0660  HISTORY     - 1988     GOOD             USPSQD
 GG0660
 GG0660                          STATION DESCRIPTION
 GG0660
 GG0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0660'ABOUT 4 MILES EAST OF GRAVETTE, ABOUT 2 MILES WEST OF HIWASSEE,
 GG0660'JUST SOUTHEAST OF MOUNT PLEASANT BAPTIST CHURCH HOUSE, ON THE
 GG0660'PROPERTY OF MR. WILLIE BOB EDWARDS.  IT IS IN THE NORTH PART
 GG0660'OF SECTION 30, T. 20 N., R. 32 W., 175 FEET SOUTHEAST OF THE
 GG0660'SOUTHEAST CORNER OF CHURCH HOUSE, 25 FEET SOUTH OF A FENCE
 GG0660'CORNER, 79 FEET EAST OF A WITNESS POST AND 35 FEET WEST OF
 GG0660'THE CENTERLINE OF A DIRT ROAD.  THE MONUMENT IS FLUSH AND THE
 GG0660'DISK IS STAMPED GRAVETTE 1961.
 GG0660'
 GG0660'REACH FROM THE CHURCH OF THE NAZERENE IN HIWASSEE, GO WESTERLY
 GG0660'ON STATE HIGHWAY 72 FOR 2.45 MILES TO A SIDE ROAD LEFT AND
 GG0660'REFERENCE MARK 3 IN THE SOUTHWEST ANGLE OF ROAD JUNCTION.
 GG0660'TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.2 MILE TO THE
 GG0660'STATION ON THE RIGHT.
 GG0660'
 GG0660'REFERENCE MARK 1 IS 6 INCHES EAST OF A WIRE FENCE, 96 FEET
 GG0660'SOUTH OF THE FENCE CORNER AND 41 FEET SOUTHWEST OF THE CENTERLINE
 GG0660'OF THE DIRT ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GG0660'GRAVETTE NO 1 1961.
 GG0660'
 GG0660'REFERENCE MARK 2 IS 3 FEET EAST OF THE WITNESS POST, 4 FEET
 GG0660'EAST OF A 16 INCH HICKORY TREE AND 6 INCHES SOUTH OF A WIRE
 GG0660'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRAVETTE
 GG0660'NO 2 1961.
 GG0660'
 GG0660'REFERENCE MARK 3 IS 23 FEET SOUTHEAST OF THE CENTERLINE OF
 GG0660'HIGHWAY 72, 2 FEET SOUTHEAST OF A WITNESS POST AND 39 FEET
 GG0660'WEST OF A POWER POLE WITH TRANSFORMER.  THE MONUMENT PROJECTS
 GG0660'4 INCHES AND THE DISK IS STAMPED GRAVETTE NO 3 1961.
 GG0660'
 GG0660'THE DIRECTION TO REFERENCE MARK 3 WAS OBTAINED BY PRECISE
 GG0660'METHODS.
 GG0660'
 GG0660'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0660
 GG0660                          STATION RECOVERY (1988)
 GG0660
 GG0660'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0665 ***********************************************************************
 GG0665  DESIGNATION -  GRAVETTE MUNICIPAL TANK
 GG0665  PID         -  GG0665
 GG0665  STATE/COUNTY-  AR/BENTON
 GG0665  USGS QUAD   -  GRAVETTE (1981)
 GG0665
 GG0665                         *CURRENT SURVEY CONTROL
 GG0665  ___________________________________________________________________
 GG0665* NAD 83(1997)-  36 25 25.39701(N)    094 26 58.58629(W)     ADJUSTED  
 GG0665* NAVD 88     -                                                        
 GG0665  ___________________________________________________________________
 GG0665  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 GG0665  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GG0665
 GG0665  HORZ ORDER  -  THIRD
 GG0665
 GG0665.The horizontal coordinates were established by classical geodetic methods
 GG0665.and adjusted by the National Geodetic Survey in September 1999..
 GG0665
 GG0665
 GG0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0665
 GG0665.The geoid height was determined by GEOID03.
 GG0665
 GG0665;                    North         East     Units Scale Factor Converg.
 GG0665;SPC AR N     -   234,655.456   180,335.096   MT  1.00004318   -1 25 31.5
 GG0665;SPC AR N     -   769,865.44    591,649.39   sFT  1.00004318   -1 25 31.5
 GG0665;SPC MO W     -    28,523.447   854,518.896   MT  0.99994143   +0 01 47.7
 GG0665;UTM  15      - 4,031,923.212   370,048.690   MT  0.99980806   -0 51 39.0
 GG0665
 GG0665                          SUPERSEDED SURVEY CONTROL
 GG0665
 GG0665  NAD 83(1997)-  36 25 25.40141(N)    094 26 58.58704(W) AD(       ) 4
 GG0665  NAD 83(1997)-  36 25 25.40927(N)    094 26 58.59210(W) AD(       ) 4
 GG0665  NAD 83(1986)-  36 25 25.40984(N)    094 26 58.59185(W) AD(       ) 4
 GG0665  NAD 27      -  36 25 25.13800(N)    094 26 57.82000(W) AD(       ) 3
 GG0665
 GG0665.Superseded values are not recommended for survey control.
 GG0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0665.See file dsdata.txt to determine how the superseded data were derived.
 GG0665
 GG0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7004931923(NAD 83)
 GG0665_MARKER: 53 = ELEVATED TANK
 GG0665
 GG0665  HISTORY     - Date     Condition        Report By
 GG0665  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0665  HISTORY     - 1961     GOOD             CGS
 GG0665  HISTORY     - 1988     GOOD             USPSQD
 GG0665
 GG0665                          STATION DESCRIPTION
 GG0665
 GG0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0665'THIS INTERSECTION STATION IS THE CENTER OF THE GRAVETTE MUNICIPAL
 GG0665'WATER TANK.  IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND
 GG0665'CONICAL TOP AND HAS A LIGHT SUSPENDED APPROXIMATELY OVER THE
 GG0665'CENTER OF THE TOP.  IT IS SUPPORTED BY FOUR LEGS AND HAS A
 GG0665'PLATFORM WITH STEEL RAILING AT THE TOP OF THE LEGS.  THE TANK
 GG0665'IS ABOUT 135 FEET HIGH AND IS VERY PROMINENT.  THE ENTIRE
 GG0665'STRUCTURE IS PAINTED SILVER.  IT IS LETTERED GRAVETTE POP. 812
 GG0665'IN TWO LINES ON THE W SIDE.  BETWEEN THE TWO LINES OF
 GG0665'LETTERING IS A TRIANGLE SURROUNDED BY SECTORS OF THREE
 GG0665'CIRCLES, THE SAME AS THE CITIES SERVICE OIL COMPANY TRADE
 GG0665'MARK.
 GG0665'
 GG0665'THE TANK IS IN THE NORTHEASTERN PART OF GRAVETTE, ABOUT 0.1
 GG0665'MILE NE OF THE BUSINESS SECTION OF TOWN, ABOUT 100 FEET E OF
 GG0665'THE FOURTH STREET E OF THE RAILROAD, ABOUT 250 FEET N OF THE
 GG0665'FIRST STREET N OF THE MAIN STREET OF TOWN.  THE MAIN STREET OF
 GG0665'TOWN THROUGH THE BUSINESS SECTION IS U.S. HIGHWAY 71.
 GG0665
 GG0665                          STATION RECOVERY (1961)
 GG0665
 GG0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0665'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GG0665
 GG0665                          STATION RECOVERY (1988)
 GG0665
 GG0665'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1992 ***********************************************************************
 EJ1992  DESIGNATION -  GRAYSONIA
 EJ1992  PID         -  EJ1992
 EJ1992  STATE/COUNTY-  AR/CLARK
 EJ1992  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1992
 EJ1992                         *CURRENT SURVEY CONTROL
 EJ1992  ___________________________________________________________________
 EJ1992* NAD 83(1997)-  34 09 42.44444(N)    093 26 49.98571(W)     ADJUSTED  
 EJ1992* NAVD 88     -       223.1    (meters)     732.     (feet)  VERTCON   
 EJ1992  ___________________________________________________________________
 EJ1992  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 EJ1992  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EJ1992
 EJ1992  HORZ ORDER  -  SECOND
 EJ1992
 EJ1992.The horizontal coordinates were established by classical geodetic methods
 EJ1992.and adjusted by the National Geodetic Survey in September 1999..
 EJ1992
 EJ1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1992
 EJ1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1992
 EJ1992.The geoid height was determined by GEOID03.
 EJ1992
 EJ1992;                    North         East     Units Scale Factor Converg.
 EJ1992;SPC AR S     -   566,770.906   266,568.061   MT  0.99992093   -0 48 36.0
 EJ1992;SPC AR S     - 1,859,480.88    874,565.38   sFT  0.99992093   -0 48 36.0
 EJ1992;UTM  15      - 3,780,185.520   458,778.672   MT  0.99962095   -0 15 04.1
 EJ1992
 EJ1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1992!SPC AR S     -   0.99996926  x   0.99992093  =   0.99989019
 EJ1992!UTM  15      -   0.99996926  x   0.99962095  =   0.99959022
 EJ1992
 EJ1992|---------------------------------------------------------------------|
 EJ1992| PID    Reference Object                     Distance      Geod. Az  |
 EJ1992|                                                           dddmmss.s |
 EJ1992| CX5922 GRAYSONIA RM 1                       27.387 METERS 07110     |
 EJ1992| CX5923 GRAYSONIA RM 2                       22.781 METERS 17743     |
 EJ1992| CX5921 GRAYSONIA AZ MK                                    3142157.6 |
 EJ1992| EJ1991 GRAYSONIA FIRE LOT 5                 12.952 METERS 32426     |
 EJ1992|---------------------------------------------------------------------|
 EJ1992
 EJ1992                          SUPERSEDED SURVEY CONTROL
 EJ1992
 EJ1992  NAD 83(1997)-  34 09 42.45291(N)    093 26 49.97936(W) AD(       ) 2
 EJ1992  NAD 83(1986)-  34 09 42.45409(N)    093 26 49.97703(W) AD(       ) 2
 EJ1992  NAD 27      -  34 09 42.09150(N)    093 26 49.32330(W) AD(       ) 2
 EJ1992  NGVD 29 (07/19/86)  223.1    (m)          732.     (f) VERT ANG       
 EJ1992
 EJ1992.Superseded values are not recommended for survey control.
 EJ1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1992.See file dsdata.txt to determine how the superseded data were derived.
 EJ1992
 EJ1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5877980186(NAD 83)
 EJ1992_MARKER: DS = TRIANGULATION STATION DISK
 EJ1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1992
 EJ1992  HISTORY     - Date     Condition        Report By
 EJ1992  HISTORY     - 1957     MONUMENTED       CGS
 EJ1992  HISTORY     - 1964     GOOD             CGS
 EJ1992  HISTORY     - 19690420 GOOD             USGS
 EJ1992
 EJ1992                          STATION DESCRIPTION
 EJ1992
 EJ1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1992'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF ANTOINE, 8
 EJ1992'MILES SOUTH-SOUTHEAST OF OF AMITY AND 7 MILES SOUTHWEST OF
 EJ1992'ALPINE ON A PROMINENT TIMBER COVERED RIDGE AT THE SITE OF
 EJ1992'FIRE LOOKOUT TOWER NO. 5, JUST SOUTHEAST OF THE LOOKOUT,
 EJ1992'63 FEET WEST OF A WELL AND 18 FEET NORTHEAST OF THE CENTER
 EJ1992'OF A DRIVEWAY.  THE DISK IS STAMPED GRAYSONIA 1957 AND PROJECTS
 EJ1992'3 INCHES.
 EJ1992'
 EJ1992'REFERENCE MARK NO. 1 IS 61 FEET NORTH-NORTHWEST OF THE NORTHWEST
 EJ1992'CORNER OF A HOUSE, AND 42 FEET NORTH-NORTHEAST OF A WELL.
 EJ1992'THE DISK IS STAMPED GRAYSONIA NO 1 1957.
 EJ1992'
 EJ1992'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF THE CENTER OF THE
 EJ1992'SOUTH DRIVEWAY AND 1 FOOT NORTH OF A LOW ROCK WALL.  THE
 EJ1992'DISK IS STAMPED GRAYSONIA NO 2 1957 AND PROJECTS 5 INCHES.
 EJ1992'
 EJ1992'THE AZIMUTH MARK IS 16 FEET SOUTHWEST OF THE CENTER OF A ROAD, JUST
 EJ1992'SOUTH OF A CURVE.  THE DISK IS STAMPED GRAYSONIA 1957 AND PROJECTS
 EJ1992'6 INCHES.
 EJ1992'
 EJ1992'TO REACH THE STATION FROM THE POST OFFICE IN ANTOINE, GO
 EJ1992'NORTHEAST ON STATE HIGHWAY 26 FOR 2.2 MILES TO A SIDE ROAD
 EJ1992'LEFT, TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 3.0
 EJ1992'MILES TO A CROSSROAD (MARLOW ROAD), CONTINUE STRAIGHT
 EJ1992'AHEAD, NORTH, FOR 3.2 MILES TO A T INTERSECTION, TURN
 EJ1992'LEFT AND GO WEST FOR 0.9 MILE TO A FORK.  TAKE RIGHT FORK
 EJ1992'AND GO NORTHWEST FOR 1.0 MILE TO ANOTHER FORK, (FIRE TOWER
 EJ1992'SIGN), TAKE RIGHT FORK AND GO NORTHERLY FOR 0.9 MILE TO
 EJ1992'A CROSSROAD, TURN SHARP LEFT AND GO SOUTHERLY ALONG RIDGE
 EJ1992'FOR 1.0 MILE TO POINT WHERE ROAD CURVES LEFT AND AZIMUTH
 EJ1992'MARK ON RIGHT AS DESCRIBED, CONTINUE SOUTHEAST FOR 0.25
 EJ1992'MILE TO SITE OF LOOKOUT TOWER AND STATION JUST SOUTHEAST
 EJ1992'AS DESCRIBED.
 EJ1992'
 EJ1992'HEIGHT OF LIGHT ABOVE STATION MARK 22.23 METERS.
 EJ1992
 EJ1992                          STATION RECOVERY (1964)
 EJ1992
 EJ1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 EJ1992'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ1992'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 EJ1992'IS ADEQUATE FOR RECOVERY.
 EJ1992
 EJ1992                          STATION RECOVERY (1969)
 EJ1992
 EJ1992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1991 ***********************************************************************
 EJ1991  DESIGNATION -  GRAYSONIA FIRE LOT 5
 EJ1991  PID         -  EJ1991
 EJ1991  STATE/COUNTY-  AR/CLARK
 EJ1991  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1991
 EJ1991                         *CURRENT SURVEY CONTROL
 EJ1991  ___________________________________________________________________
 EJ1991* NAD 83(1997)-  34 09 42.78637(N)    093 26 50.27985(W)     ADJUSTED  
 EJ1991* NAVD 88     -                                                        
 EJ1991  ___________________________________________________________________
 EJ1991  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 EJ1991  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EJ1991
 EJ1991  HORZ ORDER  -  THIRD
 EJ1991
 EJ1991.The horizontal coordinates were established by classical geodetic methods
 EJ1991.and adjusted by the National Geodetic Survey in September 1999..
 EJ1991
 EJ1991
 EJ1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1991
 EJ1991.The geoid height was determined by GEOID03.
 EJ1991
 EJ1991;                    North         East     Units Scale Factor Converg.
 EJ1991;SPC AR S     -   566,781.547   266,560.678   MT  0.99992093   -0 48 36.1
 EJ1991;SPC AR S     - 1,859,515.79    874,541.16   sFT  0.99992093   -0 48 36.1
 EJ1991;UTM  15      - 3,780,196.084   458,771.187   MT  0.99962095   -0 15 04.2
 EJ1991
 EJ1991                          SUPERSEDED SURVEY CONTROL
 EJ1991
 EJ1991  NAD 83(1997)-  34 09 42.79483(N)    093 26 50.27350(W) AD(       ) 4
 EJ1991  NAD 83(1986)-  34 09 42.79601(N)    093 26 50.27117(W) AD(       ) 4
 EJ1991  NAD 27      -  34 09 42.43300(N)    093 26 49.61700(W) AD(       ) 3
 EJ1991
 EJ1991.Superseded values are not recommended for survey control.
 EJ1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1991.See file dsdata.txt to determine how the superseded data were derived.
 EJ1991
 EJ1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5877180196(NAD 83)
 EJ1991_MARKER: 57 = LOOKOUT TOWER
 EJ1991
 EJ1991  HISTORY     - Date     Condition        Report By
 EJ1991  HISTORY     - 1957     FIRST OBSERVED   CGS
 EJ1991
 EJ1991                          STATION DESCRIPTION
 EJ1991
 EJ1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1991'THE STATION IS AN ELEVATED, GLASS ENCLOSED, OBSERVATION
 EJ1991'CAB SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND HAS AN OVERALL
 EJ1991'HEIGHT OF 110 FEET.
 EJ1991'
 EJ1991'THE TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE BASE
 EJ1991'OF TOWER TO TRIANGULATION STATION GRAYSONIA.  (SEE DESCRIPTION
 EJ1991'THEREOF.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1458 ***********************************************************************
 DL1458  DESIGNATION -  GREEN
 DL1458  PID         -  DL1458
 DL1458  STATE/COUNTY-  AR/OUACHITA
 DL1458  USGS QUAD   -  STEPHENS (1976)
 DL1458
 DL1458                         *CURRENT SURVEY CONTROL
 DL1458  ___________________________________________________________________
 DL1458* NAD 83(1997)-  33 24 56.61185(N)    093 03 20.37429(W)     ADJUSTED  
 DL1458* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 DL1458  ___________________________________________________________________
 DL1458  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DL1458  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DL1458
 DL1458  HORZ ORDER  -  SECOND
 DL1458
 DL1458.The horizontal coordinates were established by classical geodetic methods
 DL1458.and adjusted by the National Geodetic Survey in September 1999..
 DL1458
 DL1458.The orthometric height was scaled from a topographic map.
 DL1458
 DL1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1458
 DL1458.The geoid height was determined by GEOID03.
 DL1458
 DL1458;                    North         East     Units Scale Factor Converg.
 DL1458;SPC AR S     -   483,586.960   301,814.546   MT  0.99997636   -0 35 27.0
 DL1458;SPC AR S     - 1,586,568.22    990,203.22   sFT  0.99997636   -0 35 27.0
 DL1458;UTM  15      - 3,697,377.238   494,825.040   MT  0.99960033   -0 01 50.3
 DL1458
 DL1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1458!SPC AR S     -   0.99998970  x   0.99997636  =   0.99996606
 DL1458!UTM  15      -   0.99998970  x   0.99960033  =   0.99959004
 DL1458
 DL1458|---------------------------------------------------------------------|
 DL1458| PID    Reference Object                     Distance      Geod. Az  |
 DL1458|                                                           dddmmss.s |
 DL1458| CX5925 GREEN RM 1                           26.943 METERS 00433     |
 DL1458| CX5924 GREEN AZ MK                                        1912941.8 |
 DL1458| DL1461 VILLAGE FIRE TOWER 86 AFC           APPROX.12.0 KM 2090329.2 |
 DL1458| DL1459 STEPHENS MUNICIPAL TANK             APPROX. 1.9 KM 2532419.6 |
 DL1458| CX5926 GREEN RM 2                           18.229 METERS 28426     |
 DL1458|---------------------------------------------------------------------|
 DL1458
 DL1458                          SUPERSEDED SURVEY CONTROL
 DL1458
 DL1458  NAD 83(1997)-  33 24 56.62046(N)    093 03 20.36613(W) AD(       ) 2
 DL1458  NAD 83(1986)-  33 24 56.62302(N)    093 03 20.36528(W) AD(       ) 2
 DL1458  NAD 27      -  33 24 56.18600(N)    093 03 19.77200(W) AD(       ) 2
 DL1458
 DL1458.Superseded values are not recommended for survey control.
 DL1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1458.See file dsdata.txt to determine how the superseded data were derived.
 DL1458
 DL1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9482597377(NAD 83)
 DL1458_MARKER: DS = TRIANGULATION STATION DISK
 DL1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1458
 DL1458  HISTORY     - Date     Condition        Report By
 DL1458  HISTORY     - 1941     MONUMENTED       CGS
 DL1458  HISTORY     - 1950     GOOD             CGS
 DL1458  HISTORY     - 1958     POOR             CGS
 DL1458  HISTORY     - 1964     GOOD             CGS
 DL1458
 DL1458                          STATION DESCRIPTION
 DL1458
 DL1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1458'STATION IS LOCATED NEAR THE CENTER OF THE SOUTH HALF OF
 DL1458'SECTION 22, T 15 S, R 19 W, IN THE TOWNSHIP OF SMACKOVER,
 DL1458'ABOUT 1 MILE A LITTLE NORTH OF EAST OF STEPHENS, ON PROPERTY
 DL1458'OWNED BY W.M. GREEN.
 DL1458'
 DL1458'TO REACH THE STATION FROM THE JUNCTION OF ROUTE NO. 57 AND
 DL1458'NO. 3 IN STEPHENS GO EAST ON ROUTE NO. 57 FOR 0.15 MILE AND
 DL1458'KEEP STRAIGHT AHEAD AT A RIGHT TURN IN ROUTE NO. 57.  GO 0.4
 DL1458'MILE AND TURN LEFT ON A T ROAD AT A WHITE HOUSE ON LEFT.
 DL1458'GO 0.45 MILE TO HOME OF MR. GREEN AND THE AZIMUTH MARK ON THE
 DL1458'RIGHT.  TURN LEFT (N) AT HOUSE AND GO 0.25 MILE TO STATION ON
 DL1458'THE LEFT.
 DL1458'
 DL1458'STATION IS STAMPED GREEN 1941 AND PROJECTS 6 INCHES.  IT IS
 DL1458'12 FEET S OF A WHITE REFERENCE POST, 16 FEET S OF A FENCE,
 DL1458'15 FEET W OF THE ROAD AND 18 FEET SW OF A CATTLE GUARD
 DL1458'
 DL1458'R.M. NO. 1 IS STAMPED GREEN NO. 1 1941 AND PROJECTS 3 INCHES.
 DL1458'IT IS 1 FOOT E OF A N AND S FENCE AND 34 FEET W OF THE CENTER
 DL1458'LINE OF THE ROAD.
 DL1458'
 DL1458'R.M. NO. 2 IS STAMPED GREEN NO. 2 1941 AND PROJECTS 3 INCHES.
 DL1458'IT IS 1 FOOT S OF A FENCE AND 5 FEET E OF A 12-INCH OAK TREE.
 DL1458'
 DL1458'AZIMUTH MARK IS STAMPED GREEN 1941 AND PROJECTS 3 INCHES.
 DL1458'IT IS 25 FEET SE OF THE CENTER LINE OF THE ROAD, 102 FEET
 DL1458'SW OF THE SW CORNER OF THE HOUSE, 2.5 FEET E OF A WHITE REFERENCE
 DL1458'POST, AND 1 FOOT N OF A FENCE.
 DL1458'
 DL1458'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 DL1458
 DL1458                          STATION RECOVERY (1950)
 DL1458
 DL1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1458'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DL1458'AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 DL1458'THE DISTANCE AND DIRECTION OF REFERENCE MARK NO. 1 AND REFERENCE
 DL1458'MARK NO. 2 WERE FOUND TO BE IN ERROR.
 DL1458'
 DL1458'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DL1458'
 DL1458'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF STEPHENS ON
 DL1458'LAND OWNED BY THE GREEN ESTATE.  IT IS 21 FEET SOUTHWEST OF
 DL1458'CATTLE GUARD, 16 FEET SOUTH OF EAST-WEST FENCE LINE AND 15
 DL1458'FEET WEST OF THE CENTER OF TRACK ROAD.  IT IS STAMPED GREEN
 DL1458'1941 AND PROJECTS 3 INCHES.
 DL1458'
 DL1458'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 73 FEET NORTH
 DL1458'OF THE CENTER OF CATTLE GUARD, 61 FEET NORTH OF EAST-WEST
 DL1458'FENCE LINE AND 30 FEET WEST OF THE CENTER OF TRACK ROAD.  IT
 DL1458'IS STAMPED GREEN NO 1 1941 AND PROJECTS 2 INCHES.
 DL1458'
 DL1458'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 73 FEET
 DL1458'WEST OF THE CENTER OF TRACK ROAD AND 1 FOOT SOUTH OF EAST-WEST
 DL1458'FENCE LINE.  IT IS STAMPED GREEN NO 2 1941 AND PROJECTS 1
 DL1458'INCH.
 DL1458'
 DL1458'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 DL1458'IS 97.5 FEET.
 DL1458'
 DL1458'THE AZIMUTH MARK IS SOUTH OF THE STATION, 25 FEET SOUTHEAST
 DL1458'OF THE CENTER OF ROAD, 2.5 FEET EAST OF WITNESS POST AND 1
 DL1458'FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED GREEN
 DL1458'1941 AND PROJECTS 3 INCHES.
 DL1458'
 DL1458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 DL1458'AND STATE HIGHWAY 57 AT THE STOP LIGHT IN STEPHENS, GO EAST
 DL1458'ON STATE HIGHWAY 57 ACROSS OVERPASS FOR 0.15 MILE TO POINT
 DL1458'WHERE HIGHWAY TURNS RIGHT, CONTINUE EAST ON HARD SURFACED ROAD
 DL1458'FOR 0.45 MILE TO A T-ROAD LEFT, TURN LEFT AND GO NORTHERLY ON
 DL1458'GRADED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 DL1458'DESCRIBED, CONTINUE ON GRADED ROAD FOR 0.05 MILE TO TRACK ROAD
 DL1458'LEFT, TURN LEFT ON TRACK ROAD FOR 0.15 MILE TO CATTLE
 DL1458'GUARD AND STATION AS DESCRIBED.
 DL1458'
 DL1458'OBSERVATIONS MADE FROM A 90 FOOT TOWER.
 DL1458
 DL1458                          STATION RECOVERY (1958)
 DL1458
 DL1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WFH)
 DL1458'STATION MARK APPEARS TO HAVE BEEN DISTURBED AS A BULLDOZER
 DL1458'TRACK HAS RUN OVER IT OR HIT WITH BLADE AS THE CONCRETE
 DL1458'IS CHIPPED.
 DL1458'
 DL1458'REFERENCE AND AZIMUTH MARKS ARE IN GOOD CONDITION.
 DL1458
 DL1458                          STATION RECOVERY (1964)
 DL1458
 DL1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1458'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1458'CONDITION.  TO REACH THE STATION FROM STEPHENS, FROM THE
 DL1458'JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY 57, GO EAST ON
 DL1458'HIGHWAY 57 ACROSS OVERPASS FOR 0.15 MILE TO POINT WHERE
 DL1458'HIGHWAY TURNS RIGHT, CONTINUE EASTERLY ON SURFACED ROAD FOR
 DL1458'0.45 MILE TO A T-ROAD LEFT, TURN LEFT FOR 0.05 MILE TO FORKS,
 DL1458'TAKE RIGHT FORK FOR 0.5 MILE TO CATTLE GUARD AND AZIMUTH
 DL1458'MARK TO SOUTH OF CATTLE GUARD, CONTINUE FOR 0.1 MILE TO A
 DL1458'SIDE ROAD LEFT, TURN LEFT FOR 0.15 MILE TO ANOTHER CATTLE
 DL1458'GUARD AND STATION TO SOUTHWEST AS DESCRIBED IN 1950.
 DL1458'
 DL1458'THE STATION IS ABOUT 1.0 MILE TO NORTHEAST OF THE CENTER
 DL1458'OF STEPHENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0669 ***********************************************************************
 GF0669  DESIGNATION -  GREEN
 GF0669  PID         -  GF0669
 GF0669  STATE/COUNTY-  AR/STONE
 GF0669  USGS QUAD   -  CALICO ROCK (1964)
 GF0669
 GF0669                         *CURRENT SURVEY CONTROL
 GF0669  ___________________________________________________________________
 GF0669* NAD 83(1997)-  36 01 40.54497(N)    092 12 23.60049(W)     ADJUSTED  
 GF0669* NAVD 88     -       355.66   (+/-2cm)    1166.9    (feet)  VERTCON   
 GF0669  ___________________________________________________________________
 GF0669  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 GF0669  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GF0669
 GF0669  HORZ ORDER  -  FIRST
 GF0669  VERT ORDER  -  THIRD ? (See Below)
 GF0669
 GF0669.The horizontal coordinates were established by classical geodetic methods
 GF0669.and adjusted by the National Geodetic Survey in September 1999..
 GF0669
 GF0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0669.The vertical order pertains to the NGVD 29 superseded value.
 GF0669
 GF0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0669
 GF0669.The geoid height was determined by GEOID03.
 GF0669
 GF0669;                    North         East     Units Scale Factor Converg.
 GF0669;SPC AR N     -   188,023.998   381,383.396   MT  0.99996584   -0 07 12.7
 GF0669;SPC AR N     -   616,875.40  1,251,255.36   sFT  0.99996584   -0 07 12.7
 GF0669;UTM  15      - 3,987,337.361   571,486.736   MT  0.99966297   +0 28 00.1
 GF0669
 GF0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0669!SPC AR N     -   0.99994856  x   0.99996584  =   0.99991440
 GF0669!UTM  15      -   0.99994856  x   0.99966297  =   0.99961155
 GF0669
 GF0669|---------------------------------------------------------------------|
 GF0669| PID    Reference Object                     Distance      Geod. Az  |
 GF0669|                                                           dddmmss.s |
 GF0669| CI1506 GREEN RM 1                           19.550 METERS 07901     |
 GF0669| GF0668 GREEN LOOKOUT TOWER                  18.502 METERS 19820     |
 GF0669| FG1681 ALCO                                APPROX.22.5 KM 2225517.4 |
 GF0669| CI1507 GREEN RM 2                           19.139 METERS 32754     |
 GF0669|---------------------------------------------------------------------|
 GF0669
 GF0669                          SUPERSEDED SURVEY CONTROL
 GF0669
 GF0669  NAD 83(1986)-  36 01 40.55654(N)    092 12 23.60014(W) AD(       ) 1
 GF0669  NAD 27      -  36 01 40.29700(N)    092 12 23.04400(W) AD(       ) 1
 GF0669  NGVD 29 (07/19/86)  355.54   (m)         1166.5    (f) LEVELING    3  
 GF0669
 GF0669.Superseded values are not recommended for survey control.
 GF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0669.See file dsdata.txt to determine how the superseded data were derived.
 GF0669
 GF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7148787337(NAD 83)
 GF0669_MARKER: DS = TRIANGULATION STATION DISK
 GF0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0669
 GF0669  HISTORY     - Date     Condition        Report By
 GF0669  HISTORY     - 1953     MONUMENTED       CGS
 GF0669  HISTORY     - 1964     GOOD             USFS
 GF0669
 GF0669                          STATION DESCRIPTION
 GF0669
 GF0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0669'THE STATION IS ABOUT 5 MILES NORTH AND 1/2 MILE EAST OF THE
 GF0669'VILLAGE OF FIFTY SIX IN, THE NE 1/4 OF SEC. 13, T 16 N, R 12 W,
 GF0669'AT THE SITE OF THE GREEN LOOKOUT TOWER.  IT IS 88 FEET NORTHWEST
 GF0669'OF THE NORTHWEST CORNER OF A SUPPLY BUILDING, 63 FEET EAST OF THE
 GF0669'SOUTHEAST CORNER OF A GARAGE AND 6 FEET SOUTHEAST OF A WITNESS POST.
 GF0669'
 GF0669'TO REACH THE STATION FROM THE POST OFFICE IN FIFTY SIX, GO
 GF0669'NORTHWESTERLY TOWARDS BIG FLAT ON STATE HIGHWAY 14 FOR 1.05 MILES
 GF0669'TO A T-ROAD RIGHT AT A SIGN GREEN TOWER 6, TURN RIGHT AND GO
 GF0669'NORTHERLY ON THE MAIN GRAVELED ROAD FOR 6.4 MILES TO A Y-JUNCTION
 GF0669'AND A SIGN GREEN TOWER, BEAR RIGHT AND GO 0.15 MILE TO THE
 GF0669'LOOKOUT TOWER AND THE STATION.
 GF0669'
 GF0669'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0669'GREEN 1953.
 GF0669'
 GF0669'REFERENCE MARK 1 IS 52 FEET NORTHWEST OF THE NORTHWEST CORNER
 GF0669'OF THE SUPPLY BUILDING.  THE MARK PROJECTS 6 INCHES AND THE
 GF0669'DISK IS STAMPED GREEN NO 1 1953.
 GF0669'
 GF0669'REFERENCE MARK 2 IS 50 FEET NORTHEAST OF THE NORTHEAST CORNER
 GF0669'OF THE GARAGE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 GF0669'STAMPED GREEN NO 2 1953.
 GF0669'
 GF0669'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0669'
 GF0669'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0669
 GF0669                          STATION RECOVERY (1964)
 GF0669
 GF0669'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 GF0669'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION, AS DESCRIBED.
 GF0669'
 GF0669'STATION MARK IS LOCATED 3 FEET EAST OF WOVEN-WIRE FENCE UNDER
 GF0669'A POWER LINE.  TO REACH IS ADEQUATE.
 GF0669'
 GF0669'THE LOOKOUT TOWER FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0829 ***********************************************************************
 GF0829  DESIGNATION -  GREEN FOREST MUNICIPAL TANK
 GF0829  PID         -  GF0829
 GF0829  STATE/COUNTY-  AR/CARROLL
 GF0829  USGS QUAD   -  GREEN FOREST (1972)
 GF0829
 GF0829                         *CURRENT SURVEY CONTROL
 GF0829  ___________________________________________________________________
 GF0829* NAD 83(1997)-  36 20 04.31956(N)    093 26 08.70427(W)     ADJUSTED  
 GF0829* NAVD 88     -                                                        
 GF0829  ___________________________________________________________________
 GF0829  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GF0829  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0829
 GF0829  HORZ ORDER  -  THIRD
 GF0829
 GF0829.The horizontal coordinates were established by classical geodetic methods
 GF0829.and adjusted by the National Geodetic Survey in September 1999..
 GF0829
 GF0829
 GF0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0829
 GF0829.The geoid height was determined by GEOID03.
 GF0829
 GF0829;                    North         East     Units Scale Factor Converg.
 GF0829;SPC AR N     -   222,965.499   271,098.110   MT  1.00002157   -0 50 07.7
 GF0829;SPC AR N     -   731,512.64    889,427.72   sFT  1.00002157   -0 50 07.7
 GF0829;UTM  15      - 4,021,142.226   460,893.207   MT  0.99961884   -0 15 29.5
 GF0829
 GF0829                          SUPERSEDED SURVEY CONTROL
 GF0829
 GF0829  NAD 83(1997)-  36 20 04.32789(N)    093 26 08.70467(W) AD(       ) 4
 GF0829  NAD 83(1997)-  36 20 04.33046(N)    093 26 08.70349(W) AD(       ) 4
 GF0829  NAD 83(1986)-  36 20 04.33021(N)    093 26 08.70447(W) AD(       ) 4
 GF0829  NAD 27      -  36 20 04.08000(N)    093 26 08.03700(W) AD(       ) 3
 GF0829
 GF0829.Superseded values are not recommended for survey control.
 GF0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0829.See file dsdata.txt to determine how the superseded data were derived.
 GF0829
 GF0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6089321142(NAD 83)
 GF0829_MARKER: 53 = ELEVATED TANK
 GF0829
 GF0829  HISTORY     - Date     Condition        Report By
 GF0829  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0829  HISTORY     - 20041006 GOOD             GEOCAC
 GF0829
 GF0829                          STATION DESCRIPTION
 GF0829
 GF0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0829'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED NEAR
 GF0829'THE CENTER OF TOWN.  IT IS A 4-LEGGED STEEL STRUCTURE PAINTED
 GF0829'SILVER AND HAS THE LEGEND GREEN FOREST ON THE NORTH SIDE.
 GF0829'THE OVERALL HEIGHT IS 125 FEET.
 GF0829
 GF0829                          STATION RECOVERY (2004)
 GF0829
 GF0829'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 GF0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1044 ***********************************************************************
 DK1044  DESIGNATION -  GREEN GROVE BOLT
 DK1044  PID         -  DK1044
 DK1044  STATE/COUNTY-  AR/ASHLEY
 DK1044  USGS QUAD   -  EMPIRE (1981)
 DK1044
 DK1044                         *CURRENT SURVEY CONTROL
 DK1044  ___________________________________________________________________
 DK1044* NAD 83(1986)-  33 06 43.     (N)    091 29 09.     (W)     SCALED    
 DK1044* NAVD 88     -        33.091  (meters)     108.57   (feet)  ADJUSTED  
 DK1044  ___________________________________________________________________
 DK1044  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DK1044  DYNAMIC HT  -          33.056 (meters)     108.45  (feet)  COMP
 DK1044  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 DK1044
 DK1044  VERT ORDER  -  FIRST     CLASS II
 DK1044
 DK1044.The horizontal coordinates were scaled from a topographic map and have
 DK1044.an estimated accuracy of +/- 6 seconds.
 DK1044
 DK1044.The orthometric height was determined by differential leveling
 DK1044.and adjusted by the National Geodetic Survey in June 1991..
 DK1044
 DK1044.The geoid height was determined by GEOID03.
 DK1044
 DK1044.The dynamic height is computed by dividing the NAVD 88
 DK1044.geopotential number by the normal gravity value computed on the
 DK1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1044.degrees latitude (g = 980.6199 gals.).
 DK1044
 DK1044.The modeled gravity was interpolated from observed gravity values.
 DK1044
 DK1044;                    North         East    Units  Estimated Accuracy
 DK1044;SPC AR S     -   449,510.      447,990.      MT  (+/- 180 meters Scaled)
 DK1044
 DK1044                          SUPERSEDED SURVEY CONTROL
 DK1044
 DK1044  NGVD 29 (??/??/??)   33.195  (m)          108.91   (f) ADJUSTED    1 2
 DK1044
 DK1044.Superseded values are not recommended for survey control.
 DK1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1044.See file dsdata.txt to determine how the superseded data were derived.
 DK1044
 DK1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS412647(NAD 83)
 DK1044_MARKER: B = BOLT
 DK1044_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1044_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1044
 DK1044  HISTORY     - Date     Condition        Report By
 DK1044  HISTORY     - UNK      MONUMENTED       DOD
 DK1044  HISTORY     - 1934     GOOD             CGS
 DK1044  HISTORY     - 1939     GOOD             CGS
 DK1044
 DK1044                          STATION DESCRIPTION
 DK1044
 DK1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1044'4 MI E FROM PARKDALE.
 DK1044'4 MILES EAST ALONG STATE HIGHWAY 8 FROM THE MISSOURI PACIFIC RAILROAD
 DK1044'STATION AT PARKDALE, ASHLEY COUNTY, ON THE C.C. MORSCHEIMER PROPERTY,
 DK1044'ABOUT 4,000 FEET SOUTH OF THE SOUTHWEST CORNER CHIMNEY ON THE SOUTH
 DK1044'END OF A HOUSE, ABOUT 3,500 FEET NORTHWEST OF THE NORTHEAST CORNER
 DK1044'CHIMNEY ON THE NORTH END OF ANOTHER HOUSE, 63.7 FEET SOUTH OF THE
 DK1044'CENTER LINE OF HIGHWAY, 36.8 FEET SOUTHEAST OF A TRIANGULAR-BLAZED
 DK1044'3-FOOT ELM TREE, 28 FEET EAST OF THE FRONT ENTRANCE TO A SMALL WHITE
 DK1044'CHURCH, AND 4.4 FEET EAST OF THE NORTHEAST CORNER.  A COPPER BOLT, SET
 DK1044'IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 DK1044'HAD THROUGH AN IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND AND
 DK1044'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 DK1044
 DK1044                          STATION RECOVERY (1939)
 DK1044
 DK1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DK1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1045 ***********************************************************************
 DK1045  DESIGNATION -  GREEN GROVE CAP
 DK1045  PID         -  DK1045
 DK1045  STATE/COUNTY-  AR/ASHLEY
 DK1045  USGS QUAD   -  EMPIRE (1981)
 DK1045
 DK1045                         *CURRENT SURVEY CONTROL
 DK1045  ___________________________________________________________________
 DK1045* NAD 83(1986)-  33 06 42.     (N)    091 29 09.     (W)     SCALED    
 DK1045* NAVD 88     -        34.335  (meters)     112.65   (feet)  ADJUSTED  
 DK1045  ___________________________________________________________________
 DK1045  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DK1045  DYNAMIC HT  -          34.299 (meters)     112.53  (feet)  COMP
 DK1045  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 DK1045
 DK1045  VERT ORDER  -  FIRST     CLASS II
 DK1045
 DK1045.The horizontal coordinates were scaled from a topographic map and have
 DK1045.an estimated accuracy of +/- 6 seconds.
 DK1045
 DK1045.The orthometric height was determined by differential leveling
 DK1045.and adjusted by the National Geodetic Survey in June 1991..
 DK1045
 DK1045.The geoid height was determined by GEOID03.
 DK1045
 DK1045.The dynamic height is computed by dividing the NAVD 88
 DK1045.geopotential number by the normal gravity value computed on the
 DK1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1045.degrees latitude (g = 980.6199 gals.).
 DK1045
 DK1045.The modeled gravity was interpolated from observed gravity values.
 DK1045
 DK1045;                    North         East    Units  Estimated Accuracy
 DK1045;SPC AR S     -   449,480.      447,990.      MT  (+/- 180 meters Scaled)
 DK1045
 DK1045                          SUPERSEDED SURVEY CONTROL
 DK1045
 DK1045  NGVD 29 (??/??/??)   34.435  (m)          112.98   (f) ADJUSTED    1 2
 DK1045
 DK1045.Superseded values are not recommended for survey control.
 DK1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1045.See file dsdata.txt to determine how the superseded data were derived.
 DK1045
 DK1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS412646(NAD 83)
 DK1045_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1045
 DK1045  HISTORY     - Date     Condition        Report By
 DK1045  HISTORY     - UNK      MONUMENTED       DOD
 DK1045  HISTORY     - 1934     GOOD             CGS
 DK1045  HISTORY     - 1939     GOOD             CGS
 DK1045
 DK1045                          STATION DESCRIPTION
 DK1045
 DK1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1045'3.95 MI E FROM PARKDALE.
 DK1045'IS A PIPE STONE BENCH WITH BRASS CAP,
 DK1045'LOCATED 3.95 MILES EAST OF PARKDALE, ASHLEY COUNTY, ARKANSAS, SEC. 26
 DK1045'T18S, R4W, ON PROPERTY OF C.C. MORSCHEIMER AND IS 4 FEET EAST OF
 DK1045'NORTHEAST CORNER OF GREEN GROVE (COL.) CHURCH.  63.7 FEET SOUTH OF
 DK1045'CENTERLINE OF DIRT HIGHWAY 8.  IS 8 INCHES ABOVE GROUND.
 DK1045
 DK1045                          STATION RECOVERY (1939)
 DK1045
 DK1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DK1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0668 ***********************************************************************
 GF0668  DESIGNATION -  GREEN LOOKOUT TOWER
 GF0668  PID         -  GF0668
 GF0668  STATE/COUNTY-  AR/STONE
 GF0668  USGS QUAD   -  CALICO ROCK (1964)
 GF0668
 GF0668                         *CURRENT SURVEY CONTROL
 GF0668  ___________________________________________________________________
 GF0668* NAD 83(1997)-  36 01 39.97515(N)    092 12 23.83296(W)     ADJUSTED  
 GF0668* NAVD 88     -                                                        
 GF0668  ___________________________________________________________________
 GF0668  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 GF0668  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GF0668
 GF0668  HORZ ORDER  -  THIRD
 GF0668
 GF0668.The horizontal coordinates were established by classical geodetic methods
 GF0668.and adjusted by the National Geodetic Survey in September 1999..
 GF0668
 GF0668
 GF0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0668
 GF0668.The geoid height was determined by GEOID03.
 GF0668
 GF0668;                    North         East     Units Scale Factor Converg.
 GF0668;SPC AR N     -   188,006.448   381,377.539   MT  0.99996582   -0 07 12.8
 GF0668;SPC AR N     -   616,817.82  1,251,236.14   sFT  0.99996582   -0 07 12.8
 GF0668;UTM  15      - 3,987,319.757   571,481.061   MT  0.99966296   +0 28 00.0
 GF0668
 GF0668                          SUPERSEDED SURVEY CONTROL
 GF0668
 GF0668  NAD 83(1986)-  36 01 39.98673(N)    092 12 23.83261(W) AD(       ) 4
 GF0668  NAD 27      -  36 01 39.72700(N)    092 12 23.27700(W) AD(       ) 3
 GF0668
 GF0668.Superseded values are not recommended for survey control.
 GF0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0668.See file dsdata.txt to determine how the superseded data were derived.
 GF0668
 GF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7148187320(NAD 83)
 GF0668_MARKER: 57 = LOOKOUT TOWER
 GF0668
 GF0668  HISTORY     - Date     Condition        Report By
 GF0668  HISTORY     - 1953     FIRST OBSERVED   CGS
 GF0668
 GF0668                          STATION DESCRIPTION
 GF0668
 GF0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0668'THE STATION IS ABOUT 5 MILES NORTH AND 1/2 MILES EAST OF THE
 GF0668'VILLAGE OF FIFTY SIX IN THE NE 1/4 OF SEC. 13, T 16 N, R 12 W.
 GF0668'
 GF0668'IT IS A FOUR LEGGED STEEL STRUCTURE HAVING AN OBSERVERS CABIN
 GF0668'ON THE TOP.
 GF0668'
 GF0668'THE DISTANCE AND THE DIRECTION WAS MEASURED TO THE CENTER OF
 GF0668'THE BASE OF THE TOWER AND THE DISTANCE WAS FOUND TO BE 60.71 FEET
 GF0668'AND 18.502 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1723 ***********************************************************************
 FG1723  DESIGNATION -  GREENBRIER SW BELL TEL TOWER
 FG1723  PID         -  FG1723
 FG1723  STATE/COUNTY-  AR/FAULKNER
 FG1723  USGS QUAD   -  DAMASCUS (1994)
 FG1723
 FG1723                         *CURRENT SURVEY CONTROL
 FG1723  ___________________________________________________________________
 FG1723* NAD 83(1997)-  35 16 20.27553(N)    092 23 04.38240(W)     ADJUSTED  
 FG1723* NAVD 88     -                                                        
 FG1723  ___________________________________________________________________
 FG1723  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 FG1723  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG1723
 FG1723  HORZ ORDER  -  THIRD
 FG1723
 FG1723.The horizontal coordinates were established by classical geodetic methods
 FG1723.and adjusted by the National Geodetic Survey in September 1999..
 FG1723
 FG1723
 FG1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1723
 FG1723.The geoid height was determined by GEOID03.
 FG1723
 FG1723;                    North         East     Units Scale Factor Converg.
 FG1723;SPC AR N     -   104,238.395   365,013.580   MT  0.99995067   -0 13 25.6
 FG1723;SPC AR N     -   341,988.80  1,197,548.72   sFT  0.99995067   -0 13 25.6
 FG1723;UTM  15      - 3,903,414.246   555,974.449   MT  0.99963861   +0 21 19.5
 FG1723
 FG1723                          SUPERSEDED SURVEY CONTROL
 FG1723
 FG1723  NAD 83(1986)-  35 16 20.28999(N)    092 23 04.37833(W) AD(       ) 4
 FG1723  NAD 27      -  35 16 19.99300(N)    092 23 03.82100(W) AD(       ) 3
 FG1723
 FG1723.Superseded values are not recommended for survey control.
 FG1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1723.See file dsdata.txt to determine how the superseded data were derived.
 FG1723
 FG1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5597403414(NAD 83)
 FG1723_MARKER: 43 = RADIO/TV TOWER
 FG1723
 FG1723  HISTORY     - Date     Condition        Report By
 FG1723  HISTORY     - 1962     FIRST OBSERVED   CGS
 FG1723
 FG1723                          STATION DESCRIPTION
 FG1723
 FG1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1723'THE STATION IS THE TOP CENTER OF THE RELAY TOWER WHICH IS
 FG1723'LOCATED ABOUT 3 MILES NORTH OF GREENBRIER, 1/2 MILE NORTH
 FG1723'OF THE Y-INTERSECTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY
 FG1723'25.
 FG1723'
 FG1723'THE TOWER IS A RED AND WHITE, GUYED, STEEL STRUCTURE WITH
 FG1723'A ROUND ANTENNA ON THE SOUTH SIDE AND A SQUARE ANTENNA ON
 FG1723'THE NORTH SIDE.  IT HAS NO LIGHTS AND IS 100 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1037 ***********************************************************************
 GE1037  DESIGNATION -  GREENE
 GE1037  PID         -  GE1037
 GE1037  STATE/COUNTY-  AR/GREENE
 GE1037  USGS QUAD   -  WALNUT RIDGE SE (1992)
 GE1037
 GE1037                         *CURRENT SURVEY CONTROL
 GE1037  ___________________________________________________________________
 GE1037* NAD 83(1997)-  36 04 13.84343(N)    090 48 13.93104(W)     ADJUSTED  
 GE1037* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 GE1037  ___________________________________________________________________
 GE1037  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GE1037  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GE1037
 GE1037  HORZ ORDER  -  SECOND
 GE1037
 GE1037.The horizontal coordinates were established by classical geodetic methods
 GE1037.and adjusted by the National Geodetic Survey in September 1999..
 GE1037
 GE1037.The orthometric height was scaled from a topographic map.
 GE1037
 GE1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1037
 GE1037.The geoid height was determined by GEOID03.
 GE1037
 GE1037;                    North         East     Units Scale Factor Converg.
 GE1037;SPC AR N     -   193,383.774   507,745.746   MT  0.99997187   +0 41 45.7
 GE1037;SPC AR N     -   634,459.93  1,665,829.17   sFT  0.99997187   +0 41 45.7
 GE1037;UTM  15      - 3,994,001.576   697,770.632   MT  1.00008196   +1 17 36.4
 GE1037
 GE1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1037!SPC AR N     -   0.99999184  x   0.99997187  =   0.99996371
 GE1037!UTM  15      -   0.99999184  x   1.00008196  =   1.00007380
 GE1037
 GE1037:                Primary Azimuth Mark                     Grid Az
 GE1037:SPC AR N     -  GREENE AZ MK RESET                       093 57 47.8
 GE1037:UTM  15      -  GREENE AZ MK RESET                       093 21 57.1
 GE1037
 GE1037|---------------------------------------------------------------------|
 GE1037| PID    Reference Object                     Distance      Geod. Az  |
 GE1037|                                                           dddmmss.s |
 GE1037| CI3739 GREENE AZ MK RESET                                 0943933.5 |
 GE1037| CI3742 GREENE RM 3                                        13004     |
 GE1037| CI3740 GREENE RM 1                          26.263 METERS 13913     |
 GE1037| CI3738 GREENE AZ MK                                       1555003.6 |
 GE1037| CI3741 GREENE RM 2                          26.890 METERS 22308     |
 GE1037| CI3743 GREENE RM 4                                        23440     |
 GE1037|---------------------------------------------------------------------|
 GE1037
 GE1037                          SUPERSEDED SURVEY CONTROL
 GE1037
 GE1037  NAD 83(1986)-  36 04 13.85385(N)    090 48 13.93085(W) AD(       ) 2
 GE1037  NAD 27      -  36 04 13.60120(N)    090 48 13.51560(W) AD(       ) 2
 GE1037
 GE1037.Superseded values are not recommended for survey control.
 GE1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1037.See file dsdata.txt to determine how the superseded data were derived.
 GE1037
 GE1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9777194002(NAD 83)
 GE1037_MARKER: DS = TRIANGULATION STATION DISK
 GE1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1037
 GE1037  HISTORY     - Date     Condition        Report By
 GE1037  HISTORY     - 1953     MONUMENTED       CGS
 GE1037  HISTORY     - 1955     GOOD             CGS
 GE1037  HISTORY     - 20020913 MARK NOT FOUND   USACE
 GE1037
 GE1037                          STATION DESCRIPTION
 GE1037
 GE1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1037'THE STATION IS LOCATED ABOUT 8.5 MILES EAST OF WALNUT RIDGE
 GE1037'AND ABOUT 3.5 MILES WEST OF THE VILLAGE OF LIGHT.  IT IS
 GE1037'IN A FARM YARD, 120 FEET EAST OF THE EAST SIDE OF A HOUSE,
 GE1037'103 FEET NORTH OF THE CENTER OF STATE HIGHWAY 25, 69 FEET
 GE1037'NORTH-NORTHWEST OF A TRIANGULAR BLAZED TREE AND 40 FEET SOUTH
 GE1037'OF A FENCE LINE.  IT IS STAMPED GREENE 1953 AND IS ABOUT 18
 GE1037'INCHES BELOW THE SURFACE OF THE GROUND.
 GE1037'
 GE1037'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE CENTER OF STATE
 GE1037'HIGHWAY 25, 33 FEET EAST OF A TRIANGULAR BLAZED TREE AND 2.5 FEET
 GE1037'SOUTH OF A FENCE CORNER.  IT IS STAMPED GREENE NO 1 1953
 GE1037'AND PROJECTS 4 INCHES.
 GE1037'
 GE1037'REFERENCE MARK NO. 2 IS 83 FEET WEST OF A TRIANGULAR BLAZED
 GE1037'TREE, 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE
 GE1037'AND 38 FEET NORTH OF THE CENTER OF STATE HIGHWAY 25.  IT IS
 GE1037'STAMPED GREENE NO 2 1953 AND IS FLUSH WITH THE SURFACE OF THE
 GE1037'GROUND.
 GE1037'
 GE1037'THE AZIMUTH MARK IS LOCATED 40.5 FEET SOUTH OF THE CENTER
 GE1037'OF STATE HIGHWAY 25, 1.5 FEET WEST OF A WITNESS POST AND 1 FOOT
 GE1037'NORTH OF A FENCE.  IT IS STAMPED GREENE 1953 AND PROJECTS 3 INCHES.
 GE1037'
 GE1037'TO REACH THE STATION FROM THE POST OFFICE IN WALNUT RIDGE,
 GE1037'GO SOUTHEAST ON U.S. HIGHWAY 67 AND STATE HIGHWAY 25 FOR 0.1 MILE
 GE1037'TO THE POINT WHERE U.S. HIGHWAY 67 TURNS RIGHT.  CONTINUE
 GE1037'SOUTHEAST AND EASTERLY ON STATE HIGHWAY 25 FOR 7.8 MILES TO
 GE1037'A BRIDGE AT THE GREENE-LAWRENCE COUNTY LINE, CONTINUE EASTERLY
 GE1037'FOR 1.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GE1037'
 GE1037'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 GE1037'HIGHWAY 25 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT
 GE1037'AS DESCRIBED.
 GE1037'
 GE1037'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1037
 GE1037                          STATION RECOVERY (1955)
 GE1037
 GE1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1037'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 GE1037'AND BOTH REFERENCE MARKS WERE FOUND LAYING LOOSE ON THE TOP
 GE1037'OF THE GROUND.  A NEW AZIMUTH AND TWO REFERENCE MARKS WERE
 GE1037'ESTABLISHED BY THIS PARTY.  A COMPLETED NEW DESCRIPTION
 GE1037'FOLLOWS-
 GE1037'
 GE1037'THE STATION IS LOCATED ABOUT 8.5 MILES EAST OF WALNUT RIDGE,
 GE1037'3.5 MILES WEST OF THE SMALL SETTLEMENT OF LIGHT, 120 FEET
 GE1037'EAST OF THE NORTHEAST CORNER OF A FARM HOUSE, 104 FEET NORTH
 GE1037'OF THE CENTER OF STATE HIGHWAY 25, 70 FEET NORTH-NORTHWEST
 GE1037'OF A 24-INCH TRIANGULAR BLAZED OAK TREE, 66 FEET WEST OF A
 GE1037'WHITE 4 IN X 4 IN WITNESS POST AND ON LAND OWNED BY MR. FRED
 GE1037'KILBURN.
 GE1037'
 GE1037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 GE1037'STATE HIGHWAY 25 IN WALNUT RIDGE, GO SOUTHEAST AND EASTERLY
 GE1037'ON STATE HIGHWAY 25 FOR 7.55 MILES TO A CONCRETE BRIDGE AT
 GE1037'THE GREENE-LAWRENCE COUNTY LINE, CONTINUE EAST AND NORTHEASTERLY
 GE1037'ON THE HIGHWAY FOR 1.2 MILES TO THE STATION ON THE LEFT
 GE1037'AS DESCRIBED.
 GE1037'
 GE1037'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON
 GE1037'THE HIGHWAY FOR 0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED
 GE1037'BELOW.
 GE1037'
 GE1037'THE STATION MARK IS 18-INCHES BELOW THE SURFACE OF THE GROUND
 GE1037'AND THE DISK IS STAMPED GREENE 1953.  (NOTE 1A AND 7A).
 GE1037'
 GE1037'REFERENCE MARK 3 IS 58 FEET NORTHWEST OF THE CENTERLINE
 GE1037'OF THE HIGHWAY, 7 FEET NORTHWEST OF A WIRE FENCE, 3 FEET WEST
 GE1037'OF A FENCE CORNER AND 1 FOOT NORTHWEST OF A WHITE 4 IN X 4 IN
 GE1037'WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 GE1037'GREENE NO 3 1953.
 GE1037'
 GE1037'REFERENCE MARK 4 IS 60 FEET NORTHWEST OF THE CENTERLINE OF THE
 GE1037'HIGHWAY, 50 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE
 GE1037'AND 1 FOOT NORTHWEST OF A WIRE FENCE.  THE MARK PROJECTS 1-INCH
 GE1037'AND THE DISK IS STAMPED GREENE NO 4 1953.
 GE1037'
 GE1037'THE AZIMUTH MARK IS 60 FEET SOUTHEAST OF THE CENTER OF THE
 GE1037'HIGHWAY, 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM
 GE1037'HOUSE, 18 FEET SOUTHWEST OF A GATE POST, 2 FEET SOUTHWEST OF
 GE1037'A POWERLINE POLE AND 1.5 FEET WEST OF A WHITE 4 IN X 4 IN
 GE1037'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 GE1037'STAMPED GREENE 1953 RESET 1955.
 GE1037'
 GE1037'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 34 METERS.
 GE1037
 GE1037                          STATION RECOVERY (2002)
 GE1037
 GE1037'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0787 ***********************************************************************
 FF0787  DESIGNATION -  GREENFIELD RM
 FF0787  PID         -  FF0787
 FF0787  STATE/COUNTY-  AR/POINSETT
 FF0787  USGS QUAD   -  GREENFIELD (1983)
 FF0787
 FF0787                         *CURRENT SURVEY CONTROL
 FF0787  ___________________________________________________________________
 FF0787* NAD 83(1986)-  35 38 11.     (N)    090 42 44.     (W)     SCALED    
 FF0787* NAVD 88     -        76.613  (meters)     251.35   (feet)  ADJUSTED  
 FF0787  ___________________________________________________________________
 FF0787  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF0787  DYNAMIC HT  -          76.546 (meters)     251.13  (feet)  COMP
 FF0787  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FF0787
 FF0787  VERT ORDER  -  FIRST     CLASS II
 FF0787
 FF0787.The horizontal coordinates were scaled from a topographic map and have
 FF0787.an estimated accuracy of +/- 6 seconds.
 FF0787
 FF0787.The orthometric height was determined by differential leveling
 FF0787.and adjusted by the National Geodetic Survey in June 1991..
 FF0787
 FF0787.The geoid height was determined by GEOID03.
 FF0787
 FF0787.The dynamic height is computed by dividing the NAVD 88
 FF0787.geopotential number by the normal gravity value computed on the
 FF0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0787.degrees latitude (g = 980.6199 gals.).
 FF0787
 FF0787.The modeled gravity was interpolated from observed gravity values.
 FF0787
 FF0787;                    North         East    Units  Estimated Accuracy
 FF0787;SPC AR N     -   145,330.      516,630.      MT  (+/- 180 meters Scaled)
 FF0787
 FF0787                          SUPERSEDED SURVEY CONTROL
 FF0787
 FF0787  NGVD 29 (??/??/??)   76.546  (m)          251.13   (f) ADJUSTED    1 2
 FF0787
 FF0787.Superseded values are not recommended for survey control.
 FF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0787.See file dsdata.txt to determine how the superseded data were derived.
 FF0787
 FF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV071460(NAD 83)
 FF0787_MARKER: DR = REFERENCE MARK DISK
 FF0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0787+STABILITY: SURFACE MOTION
 FF0787
 FF0787  HISTORY     - Date     Condition        Report By
 FF0787  HISTORY     - UNK      MONUMENTED       DOD
 FF0787  HISTORY     - 1956     GOOD             CGS
 FF0787
 FF0787                          STATION DESCRIPTION
 FF0787
 FF0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0787'5.1 MI N FROM HARRISBURG.
 FF0787'5.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0787'STATION AT HARRISBURG, AT GREENFIELD, 11 1/2 FEET EAST OF EAST
 FF0787'RAIL OF MAIN TRACK, 116 1/2 FEET WEST-SOUTHWEST OF SOUTHWEST
 FF0787'CORNER OF AN ABANDONED BRICK STORE BUILDING, 26 FEET NORTHEAST
 FF0787'OF CENTER OF CROSSING OF TRACK AND A GRAVEL ROAD, 19 FEET
 FF0787'NORTH OF CENTER LINE OF ROAD, 88 FEET SOUTH-SOUTHWEST OF TELEPHONE
 FF0787'POLE NO. 251/20, 78 1/2 FEET SOUTH OF STATION SIGN, ABOUT 1
 FF0787'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0787'POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2037 ***********************************************************************
 DK2037  DESIGNATION -  GREENVILLE W TRANSMISSION TWR
 DK2037  PID         -  DK2037
 DK2037  STATE/COUNTY-  AR/CHICOT
 DK2037  USGS QUAD   -  GREENVILLE (1970)
 DK2037
 DK2037                         *CURRENT SURVEY CONTROL
 DK2037  ___________________________________________________________________
 DK2037* NAD 83(1997)-  33 24 27.14961(N)    091 04 56.05115(W)     ADJUSTED  
 DK2037* NAVD 88     -                                                        
 DK2037  ___________________________________________________________________
 DK2037  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DK2037  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK2037
 DK2037  HORZ ORDER  -  THIRD
 DK2037
 DK2037.The horizontal coordinates were established by classical geodetic methods
 DK2037.and adjusted by the National Geodetic Survey in September 1999..
 DK2037
 DK2037
 DK2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2037
 DK2037.The geoid height was determined by GEOID03.
 DK2037
 DK2037;                    North         East     Units Scale Factor Converg.
 DK2037;SPC AR S     -   482,555.699   485,368.446   MT  0.99997790   +0 30 49.2
 DK2037;SPC AR S     - 1,583,184.82  1,592,412.98   sFT  0.99997790   +0 30 49.2
 DK2037;SPC MS W     -   433,487.433   630,338.824   MT  1.00000981   -0 24 44.5
 DK2037;SPC MS W     - 1,422,200.02  2,068,036.63   sFT  1.00000981   -0 24 44.5
 DK2037;UTM  15      - 3,698,112.152   678,334.544   MT  0.99999211   +1 03 22.3
 DK2037
 DK2037                          SUPERSEDED SURVEY CONTROL
 DK2037
 DK2037  NAD 83(1997)-  33 24 27.14961(N)    091 04 56.05113(W) AD(       ) 4
 DK2037  NAD 83(1986)-  33 24 27.15964(N)    091 04 56.04574(W) AD(       ) 4
 DK2037  NAD 27      -  33 24 26.74100(N)    091 04 55.66200(W) AD(       ) 3
 DK2037
 DK2037.Superseded values are not recommended for survey control.
 DK2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2037.See file dsdata.txt to determine how the superseded data were derived.
 DK2037
 DK2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7833598112(NAD 83)
 DK2037_MARKER: 55 = TOWER
 DK2037
 DK2037  HISTORY     - Date     Condition        Report By
 DK2037  HISTORY     - 1929     FIRST OBSERVED   CGS
 DK2037  HISTORY     - 1935     GOOD             CGS
 DK2037  HISTORY     - 1953     GOOD             CGS
 DK2037
 DK2037                          STATION DESCRIPTION
 DK2037
 DK2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 DK2037'NO PREVIOUS DESCRIPTION.
 DK2037'
 DK2037'TRANSMISSION TOWER IS ACROSS THE RIVER FROM THE SOUTHERN EDGE
 DK2037'OF THE TOWN OF GREENVILLE, MISS..  STILL STANDING AND IN GOOD
 DK2037'CONDITION.
 DK2037
 DK2037                          STATION RECOVERY (1953)
 DK2037
 DK2037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 DK2037'THE TOWER IS NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1013 ***********************************************************************
 GE1013  DESIGNATION -  GREENWAY
 GE1013  PID         -  GE1013
 GE1013  STATE/COUNTY-  AR/CLAY
 GE1013  USGS QUAD   -  RECTOR (1984)
 GE1013
 GE1013                         *CURRENT SURVEY CONTROL
 GE1013  ___________________________________________________________________
 GE1013* NAD 83(1997)-  36 18 25.36169(N)    090 15 54.86378(W)     ADJUSTED  
 GE1013* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 GE1013  ___________________________________________________________________
 GE1013  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GE1013  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GE1013
 GE1013  HORZ ORDER  -  FIRST
 GE1013
 GE1013.The horizontal coordinates were established by classical geodetic methods
 GE1013.and adjusted by the National Geodetic Survey in September 1999..
 GE1013
 GE1013.The orthometric height was scaled from a topographic map.
 GE1013
 GE1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1013
 GE1013.The geoid height was determined by GEOID03.
 GE1013
 GE1013;                    North         East     Units Scale Factor Converg.
 GE1013;SPC AR N     -   220,347.879   555,798.138   MT  1.00001540   +1 00 34.0
 GE1013;SPC AR N     -   722,924.67  1,823,481.06   sFT  1.00001540   +1 00 34.0
 GE1013;SPC MO E     -    52,585.252   271,083.090   MT  0.99993881   +0 08 20.4
 GE1013;UTM  15      - 4,021,476.425   745,546.533   MT  1.00034294   +1 37 12.3
 GE1013
 GE1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1013!SPC AR N     -   0.99998015  x   1.00001540  =   0.99999555
 GE1013!SPC MO E     -   0.99998015  x   0.99993881  =   0.99991896
 GE1013!UTM  15      -   0.99998015  x   1.00034294  =   1.00032308
 GE1013
 GE1013:                Primary Azimuth Mark                     Grid Az
 GE1013:SPC AR N     -  KENNETT DUNKLIN CO COMP N TANK           109 01 46.6
 GE1013:SPC MO E     -  KENNETT DUNKLIN CO COMP N TANK           109 54 00.2
 GE1013:UTM  15      -  KENNETT DUNKLIN CO COMP N TANK           108 25 08.3
 GE1013
 GE1013|---------------------------------------------------------------------|
 GE1013| PID    Reference Object                     Distance      Geod. Az  |
 GE1013|                                                           dddmmss.s |
 GE1013| GE0992 KENNETT DUNKLIN CO COMP N TANK      APPROX.20.9 KM 1100220.6 |
 GE1013| GE0997 KENNETT NORTHWEST MUNICIPAL TK      APPROX.19.1 KM 1111531.4 |
 GE1013| GE0989 KENNETT SOUTHEAST MUN TANK          APPROX.20.8 KM 1130454.7 |
 GE1013| GE0990 KENNETT                             APPROX.20.8 KM 1145347.5 |
 GE1013| GE0995 KENNETT RADIO STA KBOA MAST         APPROX.19.3 KM 1180722.5 |
 GE1013| CI3747 GREENWAY AZ MK                                     1805928.0 |
 GE1013| CI3748 GREENWAY RM 1                        42.657 METERS 20239     |
 GE1013| GE1012 RECTOR MUNICIPAL TANK               APPROX. 5.3 KM 2130329.0 |
 GE1013| CI3749 GREENWAY RM 2                        20.788 METERS 27849     |
 GE1013|---------------------------------------------------------------------|
 GE1013
 GE1013                          SUPERSEDED SURVEY CONTROL
 GE1013
 GE1013  NAD 83(1986)-  36 18 25.37132(N)    090 15 54.86235(W) AD(       ) 1
 GE1013  NAD 27      -  36 18 25.14480(N)    090 15 54.50700(W) AD(       ) 1
 GE1013
 GE1013.Superseded values are not recommended for survey control.
 GE1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1013.See file dsdata.txt to determine how the superseded data were derived.
 GE1013
 GE1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4554721476(NAD 83)
 GE1013_MARKER: DS = TRIANGULATION STATION DISK
 GE1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1013
 GE1013  HISTORY     - Date     Condition        Report By
 GE1013  HISTORY     - 1953     MONUMENTED       CGS
 GE1013  HISTORY     - 1954     GOOD             CGS
 GE1013  HISTORY     - 1970     MARK NOT FOUND   NGS
 GE1013  HISTORY     - 1975     MARK NOT FOUND   NGS
 GE1013  HISTORY     - 19750220 MARK NOT FOUND   USGS
 GE1013
 GE1013                          STATION DESCRIPTION
 GE1013
 GE1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1013'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF RECTOR ON
 GE1013'THE NORTHEAST EDGE OF A GRAVEL PIT, 60 FEET EAST OF THE CENTER
 GE1013'OF A TRACK ROAD AND 29 FEET NORTH OF AN OAK TREE WITH A TRIANGLE
 GE1013'BLAZE.  IT PROJECTS 5 INCHES AND IS STAMPED GREENWAY 1953.
 GE1013'
 GE1013'REFERENCE MARK NO. 1 IS 113 FEET SOUTH SOUTHWEST OF THE TREE WITH
 GE1013'THE TRIANGLE BLAZE, 20 FEET SOUTHEAST OF THE CENTER OF THE TRACK
 GE1013'ROAD AND IT IS ABOUT 2 FEET LOWER THAN THE STATION.  IT PROJECTS
 GE1013'4 INCHES AND IS STAMPED GREENWAY NO 1 1953.
 GE1013'
 GE1013'REFERENCE MARK NO. 2 IS 78 FEET NORTHWEST OF THE TREE WITH THE
 GE1013'TRIANGLE BLAZE, 9 FEET WEST OF THE CENTER OF THE TRACK ROAD AND
 GE1013'IT IS ABOUT 5 FEET LOWER THAN THE STATION.  IT PROJECTS 2 INCHES
 GE1013'AND IS STAMPED GREENWAY NO 2 1953.
 GE1013'
 GE1013'THE AZIMUTH MARK IS 23 FEET NORTH OF THE CENTER OF A DRIVEWAY, 20
 GE1013'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 1 FOOT NORTH OF A
 GE1013'WITNESS POST AND 6 INCHES EAST OF A NORTH-SOUTH FENCE LINE.
 GE1013'IT PROJECTS 4 INCHES AND IS STAMPED GREENWAY 1953.
 GE1013'
 GE1013'TO REACH THE STATION FROM THE RECTOR RAILROAD DEPOT GO NORTHEAST
 GE1013'FOR 0.1 MILE TO BUCY IMPLEMENT COMPANY, TURN RIGHT FOR ABOUT 25
 GE1013'YARDS, THEN LEFT AND GO NORTHEAST KEEPING TO THE LEFT OF THE
 GE1013'RAILROAD TRACKS FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK ACROSS
 GE1013'RAILROAD TRACKS THEN LEFT FOR 1.2 MILES TO A STEEL BRIDGE,
 GE1013'CONTINUE AHEAD FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 GE1013'GO NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GE1013'DESCRIBED.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.8 MILE TO A
 GE1013'BRICK SCHOOL ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 1.0
 GE1013'MILE TO A SIDE ROAD LEFT, TURN LEFT FOR 0.2 MILE TO A BOARD
 GE1013'GATE, PASS THROUGH GATE AND GO 0.4 MILE TO ENTRANCE TO GRAVEL
 GE1013'PIT, CONTINUE THROUGH PIT FOR 0.1 MILE TO THE NORTHEAST SIDE AND
 GE1013'THE STATION AS DESCRIBED.
 GE1013'
 GE1013'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE1013
 GE1013                          STATION RECOVERY (1954)
 GE1013
 GE1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE1013'THE STATION MARKS, REFERENCE MARKS NO. 1 AND NO. 2
 GE1013'AND THE AZIMUTH MARK WERE RECOVERED AS
 GE1013'DESCRIBED AND ARE IN EXCELLENT CONDITION.
 GE1013
 GE1013                          STATION RECOVERY (1970)
 GE1013
 GE1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1013'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 GE1013'REFERENCE MARK 2 WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.  THE
 GE1013'SITE OF THE STATION MARK IS NOW A DEEP HOLE WHERE GRAVEL HAS
 GE1013'BEEN REMOVED AND THE MARK IS ASSUMED TO HAVE BEEN REMOVED
 GE1013'ALONG WITH THE GRAVEL.  THIS STATION SHOULD BE CONSIDERED AS
 GE1013'LOST.  THE AZIMUTH MARK AND REFERENCE MARK 1 WERE LEFT AS FOUND.
 GE1013'
 GE1013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/2
 GE1013'MILES NORTHEAST OF RECTOR.
 GE1013
 GE1013                          STATION RECOVERY (1975)
 GE1013
 GE1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GE1013'REFERENCE MARK NO 1 WAS FOUND IN GOOD CONDITION.  THE SITE OF THE
 GE1013'STATION MARK AND REFERENCE MARK NO 2 IS NOW A DEEP REVIENE, CAUSED
 GE1013'BY THE REMOVAL OF GRAVEL.  THIS STATION SHOULD BE CONSIDERED
 GE1013'DESTROYED.
 GE1013'
 GE1013'THE AZIMUTH MARK WAS NOT FOUND AND IS ALSO BELIEVED DESTROYED BY
 GE1013'ROAD CONSTRUCTION.
 GE1013'
 GE1013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5 MILES
 GE1013'NORTHEAST OF RECTOR.
 GE1013
 GE1013                          STATION RECOVERY (1975)
 GE1013
 GE1013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 GE1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1002 ***********************************************************************
 FH1002  DESIGNATION -  GREENWOOD
 FH1002  PID         -  FH1002
 FH1002  STATE/COUNTY-  AR/CRAWFORD
 FH1002  USGS QUAD   -  FORT SMITH (1987)
 FH1002
 FH1002                         *CURRENT SURVEY CONTROL
 FH1002  ___________________________________________________________________
 FH1002* NAD 83(1997)-  35 27 01.70248(N)    094 26 28.36836(W)     ADJUSTED  
 FH1002* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 FH1002  ___________________________________________________________________
 FH1002  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 FH1002  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FH1002
 FH1002  HORZ ORDER  -  FIRST
 FH1002
 FH1002.The horizontal coordinates were established by classical geodetic methods
 FH1002.and adjusted by the National Geodetic Survey in September 1999..
 FH1002
 FH1002.The orthometric height was scaled from a topographic map.
 FH1002
 FH1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1002
 FH1002.The geoid height was determined by GEOID03.
 FH1002
 FH1002;                    North         East     Units Scale Factor Converg.
 FH1002;SPC AR N     -   126,683.974   178,410.616   MT  0.99993865   -1 25 13.9
 FH1002;SPC AR N     -   415,629.00    585,335.50   sFT  0.99993865   -1 25 13.9
 FH1002;SPC OK N     -    55,902.578   923,019.740   MT  1.00002312   +2 06 00.7
 FH1002;SPC OK N     -   183,407.04  3,028,273.93   sFT  1.00002312   +2 06 00.7
 FH1002;SPC OK S     -   240,547.891   923,033.883   MT  1.00005013   +2 01 12.1
 FH1002;SPC OK S     -   789,197.54  3,028,320.33   sFT  1.00005013   +2 01 12.1
 FH1002;UTM  15      - 3,923,954.861   369,207.149   MT  0.99981081   -0 50 09.7
 FH1002
 FH1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1002!SPC AR N     -   0.99998018  x   0.99993865  =   0.99991883
 FH1002!SPC OK N     -   0.99998018  x   1.00002312  =   1.00000330
 FH1002!SPC OK S     -   0.99998018  x   1.00005013  =   1.00003031
 FH1002!UTM  15      -   0.99998018  x   0.99981081  =   0.99979099
 FH1002
 FH1002|---------------------------------------------------------------------|
 FH1002| PID    Reference Object                     Distance      Geod. Az  |
 FH1002|                                                           dddmmss.s |
 FH1002| FH1007 BOUNDARY MON 73 WP                  327.708 METERS 17419     |
 FH1002| CI1513 GREENWOOD AZ MK                                    1905829.1 |
 FH1002| CI1514 GREENWOOD RM 1                       25.106 METERS 21317     |
 FH1002| CI1515 GREENWOOD RM 2                       27.734 METERS 31523     |
 FH1002|---------------------------------------------------------------------|
 FH1002
 FH1002                          SUPERSEDED SURVEY CONTROL
 FH1002
 FH1002  NAD 83(1997)-  35 27 01.70620(N)    094 26 28.36824(W) AD(       ) 1
 FH1002  NAD 83(1986)-  35 27 01.70548(N)    094 26 28.36039(W) AD(       ) 1
 FH1002  NAD 27      -  35 27 01.38300(N)    094 26 27.58700(W) AD(       ) 1
 FH1002
 FH1002.Superseded values are not recommended for survey control.
 FH1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1002.See file dsdata.txt to determine how the superseded data were derived.
 FH1002
 FH1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6920723955(NAD 83)
 FH1002_MARKER: DS = TRIANGULATION STATION DISK
 FH1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1002
 FH1002  HISTORY     - Date     Condition        Report By
 FH1002  HISTORY     - 1935     MONUMENTED       CGS
 FH1002  HISTORY     - 1947     GOOD             AMS
 FH1002  HISTORY     - 1959     GOOD             CGS
 FH1002
 FH1002                          STATION DESCRIPTION
 FH1002
 FH1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH1002'STATION IS IN THE SMALL TOWN OF GREENWOOD JUNCTION, ABOUT
 FH1002'5 MILES N BY W OF FORT SMITH, AND 5 MILES W OF VAN BUREN,
 FH1002'ON LAND OWNED BY THE HOOD HEIRS AND UNOCCUPIED.  IT IS 51 FEET
 FH1002'W OF CENTER LINE OF ROAD, 56 FEET S OF FENCE, 57 FEET E OF
 FH1002'FENCE, 60 FEET NNE OF 36-INCH OAK, AND 101 FEET N OF CENTER
 FH1002'LINE OF ROAD.  IT PROJECTS 6 INCHES.  IT IS NEAR THE OKLAHOMA
 FH1002'STATE BOUNDARY.
 FH1002'
 FH1002'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1002'BRONZE DISKS SET IN CONCRETE.
 FH1002'
 FH1002'REFERENCE MARK NO.1 IS 82.37 FEET SW OF STATION, AND PROJECTS
 FH1002'12 INCHES.  IT IS 32 FEET N OF CENTER LINE OF ROAD, 2 FEET
 FH1002'E OF FENCE, 33 FEET WSW OF 36-INCH OAK TREE.
 FH1002'
 FH1002'REFERENCE MARK NO.2 IS 90.99 FEET NW OF STATION, 1 FOOT
 FH1002'E OF FENCE, AND PROJECTS 12 INCHES.
 FH1002'
 FH1002'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SSW OF STATION, 22
 FH1002'FEET E OF CENTER LINE OF ROAD, 1 FOOT E OF FENCE, ABOUT 100
 FH1002'YARDS S OF BRIDGE, AND PROJECTS 10 INCHES.
 FH1002'
 FH1002'TO REACH FROM OKLAHOMA END OF BRIDGE AT FORT SMITH, GO W 0.1
 FH1002'MILE TO ROAD N ALONG RAILROAD TRACK.  GO N 0.7 MILE CROSS
 FH1002'TO W SIDE OF TRACK, AND CONTINUE N 3.25 MILES TO CROSSROADS
 FH1002'AT GREENWOOD JUNCTION.  CONTINUE N 0.15 MILE TO SIDE ROAD
 FH1002'E, GO E 0.05 MILE TO STATION.
 FH1002'
 FH1002'LIGHTS 100 FEET ABOVE VAN BUREN, 100 FEET ABOVE FORT, AND
 FH1002'47 FEET ABOVE PACKARD, ARE VISIBLE FROM GROUND.
 FH1002
 FH1002                          STATION RECOVERY (1947)
 FH1002
 FH1002'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947 (MLC)
 FH1002'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FH1002'
 FH1002'STATION DISK IS STAMPED GREENWOOD 1935.
 FH1002'
 FH1002'CHANGE ON LAND OWNED BY THE HOOD HEIRS AND UNOCCUPIED TO
 FH1002'ON THE PROPERTY OF GENE C. SMITH, 6 FEET E AND 0.3 FOOT S OF
 FH1002'THE SW CORNER OF A HOUSE.
 FH1002
 FH1002                          STATION RECOVERY (1959)
 FH1002
 FH1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1002'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FH1002'THE STATION MARK IS NEAR THE CENTER OF THE SOUTH SIDE OF A
 FH1002'HOUSE AND PART OF THE STATION MARK IS IN THE FOUNDATION.
 FH1002'THE AZIMUTH MARK WAS NOT FOUND.  THE LAND OWNER REPORTED
 FH1002'THAT ALL LAND IN THE AREA HAD BEEN UNDER WATER DUE TO FLOODING
 FH1002'OF THE ARKANSAS RIVER.  THE MARK WAS EITHER WASHED AWAY
 FH1002'OR COVERED BY SILT.  CONSIDERABLE PRODDING WAS DONE BUT
 FH1002'MARK COULD NOT BE FOUND.
 FH1002'
 FH1002'TO REACH THE STATION FROM GREENWOOD JUNCTION, FROM THE RAILROAD
 FH1002'CROSSING JUST WEST OF THE RAILROAD STATION, GO NORTH FOR
 FH1002'0.15 MILE THEN TURN RIGHT AND GO EAST FOR 0.1 MILE TO STATION
 FH1002'ON LEFT.
 FH1002'
 FH1002'IF THE AZIMUTH MARK WAS STILL IN PLACE IT WOULD NOT BE VISABLE
 FH1002'FROM THE GROUND AT THE STATION DUE TO SOME BUILDINGS BEING
 FH1002'BUILT ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1822 ***********************************************************************
 FF1822  DESIGNATION -  GREGORY
 FF1822  PID         -  FF1822
 FF1822  STATE/COUNTY-  AR/WOODRUFF
 FF1822  USGS QUAD   -  GREGORY (1992)
 FF1822
 FF1822                         *CURRENT SURVEY CONTROL
 FF1822  ___________________________________________________________________
 FF1822* NAD 83(1997)-  35 09 16.31858(N)    091 20 33.13042(W)     ADJUSTED  
 FF1822* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 FF1822  ___________________________________________________________________
 FF1822  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FF1822  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1822
 FF1822  HORZ ORDER  -  SECOND
 FF1822
 FF1822.The horizontal coordinates were established by classical geodetic methods
 FF1822.and adjusted by the National Geodetic Survey in September 1999..
 FF1822
 FF1822.The orthometric height was scaled from a topographic map.
 FF1822
 FF1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1822
 FF1822.The geoid height was determined by GEOID03.
 FF1822
 FF1822;                    North         East     Units Scale Factor Converg.
 FF1822;SPC AR N     -    91,305.163   459,903.000   MT  0.99996388   +0 22 57.3
 FF1822;SPC AR N     -   299,557.02  1,508,865.09   sFT  0.99996388   +0 22 57.3
 FF1822;SPC AR S     -   676,148.295   459,911.760   MT  1.00010956   +0 22 04.7
 FF1822;SPC AR S     - 2,218,329.86  1,508,893.83   sFT  1.00010956   +0 22 04.7
 FF1822;UTM  15      - 3,891,437.901   650,968.569   MT  0.99988089   +0 57 16.3
 FF1822
 FF1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1822!SPC AR N     -   0.99999469  x   0.99996388  =   0.99995857
 FF1822!SPC AR S     -   0.99999469  x   1.00010956  =   1.00010425
 FF1822!UTM  15      -   0.99999469  x   0.99988089  =   0.99987558
 FF1822
 FF1822:                Primary Azimuth Mark                     Grid Az
 FF1822:SPC AR N     -  GREGORY AZ MK                            181 02 48.0
 FF1822:SPC AR S     -  GREGORY AZ MK                            181 03 40.6
 FF1822:UTM  15      -  GREGORY AZ MK                            180 28 29.0
 FF1822
 FF1822|---------------------------------------------------------------------|
 FF1822| PID    Reference Object                     Distance      Geod. Az  |
 FF1822|                                                           dddmmss.s |
 FF1822| CI1522 GREGORY AZ MK                                      1812545.3 |
 FF1822| CI1523 GREGORY RM 1                         22.642 METERS 18904     |
 FF1822| CI1524 GREGORY RM 2                         23.903 METERS 30619     |
 FF1822| FF1832 AUGUSTA WEST MUNICIPAL TANK         APPROX.14.4 KM 3510713.3 |
 FF1822|---------------------------------------------------------------------|
 FF1822
 FF1822                          SUPERSEDED SURVEY CONTROL
 FF1822
 FF1822  NAD 83(1986)-  35 09 16.32701(N)    091 20 33.12962(W) AD(       ) 2
 FF1822  NAD 27      -  35 09 16.01000(N)    091 20 32.66680(W) AD(       ) 2
 FF1822
 FF1822.Superseded values are not recommended for survey control.
 FF1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1822.See file dsdata.txt to determine how the superseded data were derived.
 FF1822
 FF1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5096991438(NAD 83)
 FF1822_MARKER: DS = TRIANGULATION STATION DISK
 FF1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1822+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 FF1822
 FF1822  HISTORY     - Date     Condition        Report By
 FF1822  HISTORY     - 1954     MONUMENTED       CGS
 FF1822  HISTORY     - 20030529 GOOD             USACE
 FF1822
 FF1822                          STATION DESCRIPTION
 FF1822
 FF1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1822'THE STATION IS LOCATED IN THE SOUTH PART OF GREGORY ON STATE
 FF1822'HIGHWAY 33, ABOUT 10 MILES SOUTH OF AUGUSTA, 58 FEET EAST-SOUTHEAST
 FF1822'OF THE NORTHEAST CORNER OF THE BAPTIST CHURCH AND 16 FEET
 FF1822'WEST-SOUTHWEST OF A FENCE CORNER.
 FF1822'
 FF1822'TO REACH THE STATION FROM THE POST OFFICE IN GREGORY, GO
 FF1822'SOUTH ON STATE HIGHWAY 33 FOR 0.2 MILE TO A DRIVEWAY ON
 FF1822'NORTH SIDE OF THE CHURCH, TURN LEFT ON THE DRIVEWAY FOR
 FF1822'200 FEET TO THE STATION.  TO REACH THE AZIMUTH MARK FROM
 FF1822'THE DRIVEWAY, CONTINUE SOUTH ON STATE HIGHWAY 33 FOR 0.3
 FF1822'MILE TO A DRIVEWAY JUST AFTER PASSING THE SCHOOLHOUSE, TURN
 FF1822'LEFT ON THE DRIVEWAY FOR 200 FEET TO THE MARK AS DESCRIBED.
 FF1822'
 FF1822'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 FF1822'AND THE DISK IS STAMPED GREGORY 1954.
 FF1822'
 FF1822'REFERENCE MARK 1 IS 1 FOOT EAST OF A HEDGE.  THE MARK PROJECTS
 FF1822'1 INCH AND THE DISK IS STAMPED GREGORY NO 1 1954.
 FF1822'
 FF1822'REFERENCE MARK 2 IS 25 FEET NORTH-NORTHWEST OF THE NORTHEAST
 FF1822'CORNER OF THE CHURCH.  THE MARK IS FLUSH WITH THE SURFACE
 FF1822'OF THE GROUND AND THE DISK IS STAMPED GREGORY NO 2 1954.
 FF1822'
 FF1822'THE AZIMUTH MARK IS 42 FEET EAST OF THE SOUTHEAST CORNER
 FF1822'OF THE SCHOOLHOUSE, 5 FEET EAST OF A FLAG POLE AND 4 FEET
 FF1822'EAST-NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST.  THE
 FF1822'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GREGORY 1954.
 FF1822'
 FF1822'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1822
 FF1822                          STATION RECOVERY (2003)
 FF1822
 FF1822'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3019 ***********************************************************************
 EH3019  DESIGNATION -  GRIDER
 EH3019  PID         -  EH3019
 EH3019  STATE/COUNTY-  AR/JEFFERSON
 EH3019  USGS QUAD   -  LADD (1975)
 EH3019
 EH3019                         *CURRENT SURVEY CONTROL
 EH3019  ___________________________________________________________________
 EH3019* NAD 83(1997)-  34 10 41.18140(N)    091 56 18.45391(W)     ADJUSTED  
 EH3019* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH3019  ___________________________________________________________________
 EH3019  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EH3019  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EH3019
 EH3019  HORZ ORDER  -  THIRD
 EH3019
 EH3019.This mark is at Grider Field Airport (PBF)
 EH3019
 EH3019.The horizontal coordinates were established by classical geodetic methods
 EH3019.and adjusted by the National Geodetic Survey in September 1999..
 EH3019
 EH3019.The orthometric height was scaled from a topographic map.
 EH3019
 EH3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3019
 EH3019.The geoid height was determined by GEOID03.
 EH3019
 EH3019;                    North         East     Units Scale Factor Converg.
 EH3019;SPC AR S     -   567,639.125   405,673.075   MT  0.99992160   +0 02 04.0
 EH3019;SPC AR S     - 1,862,329.36  1,330,945.75   sFT  0.99992160   +0 02 04.0
 EH3019;UTM  15      - 3,782,413.433   597,827.982   MT  0.99971797   +0 35 47.0
 EH3019
 EH3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3019!SPC AR S     -   0.99999436  x   0.99992160  =   0.99991596
 EH3019!UTM  15      -   0.99999436  x   0.99971797  =   0.99971233
 EH3019
 EH3019:                Primary Azimuth Mark                     Grid Az
 EH3019:SPC AR S     -  PINE BLUFF INTL PAPER CO C STK           031 46 57.7
 EH3019:UTM  15      -  PINE BLUFF INTL PAPER CO C STK           031 13 14.7
 EH3019
 EH3019|---------------------------------------------------------------------|
 EH3019| PID    Reference Object                     Distance      Geod. Az  |
 EH3019|                                                           dddmmss.s |
 EH3019| EH3026 PINE BLUFF INTL PAPER CO C STK      APPROX. 5.6 KM 0314901.7 |
 EH3019| EH3021 PINE BLUFF INTL PAPER CO TANK       APPROX. 5.7 KM 0332924.6 |
 EH3019| CY6158 GRIDER RM 1                          29.895 METERS 10559     |
 EH3019| EJ1798 PINE BLUFF RADIO STA KKD 270        APPROX. 9.7 KM 2852303.7 |
 EH3019| EJ1795 PINE BLUFF RADIO STA KCLA MAST      APPROX. 9.2 KM 2861201.6 |
 EH3019| EJ1790 PINE BLUFF TV STA KATV TOWER        APPROX. 6.5 KM 2932434.0 |
 EH3019| EJ1797 PINE BLUFF RADIO STA KKQ 72         APPROX.12.7 KM 2983500.4 |
 EH3019| EJ1791 PINE BLUFF RAD STA KAA 2500         APPROX. 9.9 KM 3002051.2 |
 EH3019| EJ1793 PINE BLUFF FED COMP PLANT 1 TK      APPROX.10.1 KM 3003650.5 |
 EH3019| EJ1789 PINE BLUFF ARK POWER LT W STK       APPROX. 9.0 KM 3055304.1 |
 EH3019| EJ1776 WHITEHALL MUNICIPAL TANK            APPROX.17.9 KM 3072552.0 |
 EH3019| EJ1792 PINE BLUFF FIRST METHODIST CH       APPROX. 7.9 KM 3091904.4 |
 EH3019| EJ1787 PINE BLUFF RADIO STA KOTN MAST      APPROX. 7.9 KM 3105550.2 |
 EH3019| EJ1794 PINE BLUFF RADIO STA KKA 778        APPROX.10.5 KM 3170337.4 |
 EH3019| EH3024 PINE BLUFF KKV722 KD 6304 MAST      APPROX. 7.3 KM 3204210.4 |
 EH3019| EJ1777 PINE BLUFF ARSENAL TANK 43000       APPROX.18.4 KM 3204324.8 |
 EH3019| EH3020 PINE BLUFF STANDPIPE                APPROX. 7.0 KM 3232608.6 |
 EH3019| EH3018 PINE BLUFF FED COMP NO 2 NW TK      APPROX. 6.3 KM 3280939.3 |
 EH3019| EH3016 PINE BLUFF FED COMP NO 2 SE TK      APPROX. 6.1 KM 3311143.0 |
 EH3019| EH3017 PINE BLUFF RAD STA WUG 32 TWR       APPROX. 6.5 KM 3333638.4 |
 EH3019| EH3025 AIRPORT BCN GRIDER FLD P BLUFF       89.270 METERS 33647     |
 EH3019| CY6159 GRIDER RM 2                          32.909 METERS 34610     |
 EH3019|---------------------------------------------------------------------|
 EH3019
 EH3019                          SUPERSEDED SURVEY CONTROL
 EH3019
 EH3019  NAD 83(1986)-  34 10 41.19024(N)    091 56 18.44737(W) AD(       ) 3
 EH3019  NAD 27      -  34 10 40.83529(N)    091 56 17.95407(W) AD(       ) 3
 EH3019
 EH3019.Superseded values are not recommended for survey control.
 EH3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3019.See file dsdata.txt to determine how the superseded data were derived.
 EH3019
 EH3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9782882413(NAD 83)
 EH3019_MARKER: DS = TRIANGULATION STATION DISK
 EH3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3019_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3019_STAMPING: GRIDER 1964
 EH3019_MARK LOGO: CGS   
 EH3019_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3019+STABILITY: SURFACE MOTION
 EH3019
 EH3019  HISTORY     - Date     Condition        Report By
 EH3019  HISTORY     - 1964     MONUMENTED       CGS
 EH3019  HISTORY     - 1963     GOOD             CGS
 EH3019  HISTORY     - 1968     GOOD             CGS
 EH3019  HISTORY     - 1978     GOOD             NGS
 EH3019  HISTORY     - 1980     GOOD             NGS
 EH3019  HISTORY     - 19880211 GOOD             NGS
 EH3019
 EH3019                          STATION DESCRIPTION
 EH3019
 EH3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3019'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE PINE
 EH3019'BLUFF MUNICIPAL AIRPORT KNOWN AS GRIDER FIELD, ABOUT 3 MILES
 EH3019'SOUTHEAST OF PINE BLUFF AND IN THE NORTHWEST 1/4 OF SECTION
 EH3019'29, T 6 S, R 8 W,.  IT IS 43 FEET EAST OF THE CENTERLINE OF A
 EH3019'GRAVELED DRIVEWAY, 55 FEET NORTHEAST OF A POWER POLE, 75 FEET
 EH3019'NORTHEAST OF THE NORTHWEST CORNER OF A HANGAR, 99 FEET WEST
 EH3019'OF A CHAIN LINK FENCE AND 186 FEET SOUTHWEST OF THE SOUTHWEST
 EH3019'CORNER OF THE AIRPORT TERMINAL BUILDING.  THE MONUMENT IS
 EH3019'FLUSH AND THE DISK IS STAMPED GRIDER 1964.
 EH3019'
 EH3019'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY
 EH3019'15 AT (FIFTH AND MAIN STREETS) IN PINE BLUFF, GO EAST, SOUTH
 EH3019'AND EAST ON HIGHWAY 65 FOR 4 MILES TO A SIDE ROAD RIGHT.  TURN
 EH3019'RIGHT AND GO SOUTHEAST ON A PAVED ROAD (COUNTY ROAD 51) FOR
 EH3019'1.35 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST
 EH3019'AND EAST ON A PAVED ROAD FOR 0.35 TO THE AIRPORT TERMINAL
 EH3019'BUILDING AND THE STATION.
 EH3019'
 EH3019'TO REACH STA. A2 FROM THE SOUTHWEST CORNER OF AIRPORT PAVED
 EH3019'TAXI STRIP, GO NORTH ALONG WEST SIDE OF THE PAVED TAXI STRIP
 EH3019'FOR 0.3 MILES TO NORTH EDGE OF THE PAVEMENT.  TURN RIGHT AND
 EH3019'GO EAST FOR 0.15 MILE TO THE NORTHEAST CORNER OF RUNWAY NUMBER
 EH3019'17 AND THE MARK.
 EH3019'
 EH3019'REFERENCE MARK 1 IS 2 FEET NORTHWEST OF THE NORTHEAST CORNER
 EH3019'OF THE CESSNA AIR SALES BUILDING AND 4 FEET WEST OF A CHAIN
 EH3019'LINK FENCE AT THE WEST EDGE OF THE PAVED TAXI STRIP.  THE
 EH3019'MONUMENT IS FLUSH AND THE DISK IS STAMPED GRIDER NO 1 1964.
 EH3019'
 EH3019'REFERENCE MARK 2 IS 2 FEET EAST OF THE NORTH END OF A CONCRETE
 EH3019'CULVERT, 42 FEET SOUTHEAST OF A POWER POLE AND 53 FEET SOUTH
 EH3019'OF THE CENTERLINE OF A PAVED DRIVEWAY.  THE MONUMENT IS FLUSH
 EH3019'AND THE DISK IS STAMPED GRIDER NO 2 1964.
 EH3019'
 EH3019'AP STA. A2 IS A TOPOGRAPHIC SURVEY DISK STAMPED AP 1964 STA.
 EH3019'A2 SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE AIRPORT
 EH3019'RUNWAY LIGHT CONTROL BOX.  IT IS 42 FEET EAST OF A GREEN
 EH3019'RUNWAY LIGHT AND 54 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 EH3019'OF RUNWAY NUMBER 17.
 EH3019'
 EH3019'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH3019
 EH3019                          STATION RECOVERY (1963)
 EH3019
 EH3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH3019'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 EH3019'REFERENCE MARK NO. 2 NOT RECOVERED FOLLOWING A THOROUGH SEARCH.  NO
 EH3019'SEARCH CONDUCTED FOR AP STA. A2.  THE ROUTE DESCRIPTION WAS
 EH3019'ADEQUATE.
 EH3019
 EH3019                          STATION RECOVERY (1968)
 EH3019
 EH3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 EH3019'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION AS ORIGINALLY
 EH3019'DESCRIBED.  RM 2 IS LOCATED AT THE SOUTHERN EDGE OF A GRASS ISLAND
 EH3019'SW OF THE NEW AIRPORT TERMINAL BUILDING.  IT IS 1.3 FEET NORTH OF A
 EH3019'CURB, 3.3 FEET ENE OF THE CENTER OF AN OPENING IN THE CURBING, 42
 EH3019'FEET SE OF A POWER POLE, AND 2.0 FEET EAST OF A SHALLOW DRAINAGE
 EH3019'DITCH.
 EH3019'
 EH3019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES SE OF
 EH3019'PINE BLUFF.
 EH3019
 EH3019                          STATION RECOVERY (1978)
 EH3019
 EH3019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 EH3019'THE STATION IS LOCATED AT GRIDER FIELD IN A PARKING LOT SOUTHWEST OF
 EH3019'THE TERMINAL BUILDING AND NORTH OF A HANGAR.  THE STATION IS 75.5
 EH3019'FT. NORTHEAST OF THE NORTHWEST CORNER OF THE HANGAR, 68.0 FT.
 EH3019'NORTHWEST OF THE NORTHWEST CORNER OF THE SALES OFFICE ADJACENT TO
 EH3019'THE HANGER, 34.4 FT. SOUTHWEST OF A STORM DRAIN IN THE PARKING LOT
 EH3019'AND 93.5 FT. SOUTHEAST OF A UTILITY POLE AT THE CORNER OF THE
 EH3019'PARKING LOT.
 EH3019'
 EH3019'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED GRIDER 1964 AND
 EH3019'IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS SET FLUSH WITH
 EH3019'THE SURFACE OF THE PARKING LOT.
 EH3019'
 EH3019'RM 1 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EH3019'
 EH3019'RM 2 HAS BEEN DESTROYED BY CONSTRUCTION.
 EH3019'
 EH3019'THE AZIMUTH MARK AP 1964 STA A2 HAS BEEN DESTROYED BY CONSTRUCTION.
 EH3019'
 EH3019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRIDER FIELD
 EH3019'PINE BLUFF, AK.
 EH3019
 EH3019                          STATION RECOVERY (1980)
 EH3019
 EH3019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 EH3019'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EH3019'
 EH3019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 EH3019'SOUTHEAST OF PINE BLUFF.
 EH3019
 EH3019                          STATION RECOVERY (1988)
 EH3019
 EH3019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EH3019'THIS STATION IS LOCATED AT GRIDER FIELD IN A PARKING LOT SOUTHWEST OF
 EH3019'THE TERMINAL BUILDING AND WEST OF A HANGER.  THE STATION IS 93.5 FT
 EH3019'(28.5 M) SOUTHEAST OF A UTILITY POLE AT THE CORNER OF THE PARKING LOT,
 EH3019'75.5 FT (23.0 M) NORTHEAST OF THE NORTHWEST CORNER OF A SHED ROOFED
 EH3019'ADDITION OF THE QUONSETT ROOFED HANGAR, 68.0 FT (20.7 M) NORTHWEST OF
 EH3019'THE NORTHWEST CORNER THE SALES OFFICE ADJACENT TO THE HANGAR, AND 6.5
 EH3019'FT (2.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHED ROOFED
 EH3019'ADDITION TO THE RED METAL HANGAR.  THE STATION IS A STANDARD
 EH3019'TRIANGULATION DISK STAMPED GRIDER 1964 AND SET IN THE TOP OF A
 EH3019'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3023 ***********************************************************************
 EH3023  DESIGNATION -  GRIDER FIELD AP STA A 2
 EH3023  PID         -  EH3023
 EH3023  STATE/COUNTY-  AR/JEFFERSON
 EH3023  USGS QUAD   -  LADD (1975)
 EH3023
 EH3023                         *CURRENT SURVEY CONTROL
 EH3023  ___________________________________________________________________
 EH3023* NAD 83(1997)-  34 10 58.01716(N)    091 56 06.78195(W)     ADJUSTED  
 EH3023* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH3023  ___________________________________________________________________
 EH3023  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EH3023  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH3023
 EH3023  HORZ ORDER  -  SECOND
 EH3023
 EH3023.This mark is at Grider Field Airport (PBF)
 EH3023
 EH3023.The horizontal coordinates were established by classical geodetic methods
 EH3023.and adjusted by the National Geodetic Survey in September 1999..
 EH3023
 EH3023.The orthometric height was scaled from a topographic map.
 EH3023
 EH3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3023
 EH3023.The geoid height was determined by GEOID03.
 EH3023
 EH3023;                    North         East     Units Scale Factor Converg.
 EH3023;SPC AR S     -   568,158.024   405,971.628   MT  0.99992181   +0 02 10.5
 EH3023;SPC AR S     - 1,864,031.78  1,331,925.25   sFT  0.99992181   +0 02 10.5
 EH3023;UTM  15      - 3,782,935.129   598,121.371   MT  0.99971868   +0 35 53.8
 EH3023
 EH3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3023!SPC AR S     -   0.99999436  x   0.99992181  =   0.99991617
 EH3023!UTM  15      -   0.99999436  x   0.99971868  =   0.99971304
 EH3023
 EH3023                          SUPERSEDED SURVEY CONTROL
 EH3023
 EH3023  NAD 83(1986)-  34 10 58.02600(N)    091 56 06.77540(W) AD(       ) 2
 EH3023  NAD 27      -  34 10 57.67125(N)    091 56 06.28246(W) AD(       ) 2
 EH3023
 EH3023.Superseded values are not recommended for survey control.
 EH3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3023.See file dsdata.txt to determine how the superseded data were derived.
 EH3023
 EH3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9812182935(NAD 83)
 EH3023_MARKER: DT = TOPOGRAPHIC STATION DISK
 EH3023_SETTING: 0 = UNSPECIFIED SETTING
 EH3023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH3023
 EH3023  HISTORY     - Date     Condition        Report By
 EH3023  HISTORY     - 1964     MONUMENTED       CGS
 EH3023  HISTORY     - 1968     GOOD             CGS
 EH3023
 EH3023                          STATION DESCRIPTION
 EH3023
 EH3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EH3023'SEE STATION GRIDER
 EH3023
 EH3023                          STATION RECOVERY (1968)
 EH3023
 EH3023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 EH3023'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 EH3023'DESCRIBED.
 EH3023'
 EH3023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES SE OF
 EH3023'PINE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1567 ***********************************************************************
 EH1567  DESIGNATION -  GRIDER FIELD ARP
 EH1567  PID         -  EH1567
 EH1567  STATE/COUNTY-  AR/JEFFERSON
 EH1567  USGS QUAD   -  LADD (1975)
 EH1567
 EH1567                         *CURRENT SURVEY CONTROL
 EH1567  ___________________________________________________________________
 EH1567* NAD 83(1986)-  34 10 53.     (N)    091 56 06.     (W)     SCALED    
 EH1567* NAVD 88     -        61.400  (meters)     201.44   (feet)  ADJUSTED  
 EH1567  ___________________________________________________________________
 EH1567  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH1567  DYNAMIC HT  -          61.341 (meters)     201.25  (feet)  COMP
 EH1567  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 EH1567
 EH1567  VERT ORDER  -  SECOND    CLASS 0
 EH1567
 EH1567.This mark is at Grider Field Airport (PBF)
 EH1567
 EH1567.The horizontal coordinates were scaled from a topographic map and have
 EH1567.an estimated accuracy of +/- 6 seconds.
 EH1567
 EH1567.The orthometric height was determined by differential leveling
 EH1567.and adjusted by the National Geodetic Survey in June 1991..
 EH1567
 EH1567.The geoid height was determined by GEOID03.
 EH1567
 EH1567.The dynamic height is computed by dividing the NAVD 88
 EH1567.geopotential number by the normal gravity value computed on the
 EH1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1567.degrees latitude (g = 980.6199 gals.).
 EH1567
 EH1567.The modeled gravity was interpolated from observed gravity values.
 EH1567
 EH1567;                    North         East    Units  Estimated Accuracy
 EH1567;SPC AR S     -   568,000.      405,990.      MT  (+/- 180 meters Scaled)
 EH1567
 EH1567                          SUPERSEDED SURVEY CONTROL
 EH1567
 EH1567  NGVD 29 (??/??/??)   61.487  (m)          201.73   (f) ADJUSTED    2 0
 EH1567
 EH1567.Superseded values are not recommended for survey control.
 EH1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1567.See file dsdata.txt to determine how the superseded data were derived.
 EH1567
 EH1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT981827(NAD 83)
 EH1567_MARKER: DT = TOPOGRAPHIC STATION DISK
 EH1567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1567_SP_SET: CONCRETE BASE
 EH1567_STAMPING: ARP 1957
 EH1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1567
 EH1567  HISTORY     - Date     Condition        Report By
 EH1567  HISTORY     - 1957     MONUMENTED       CGS
 EH1567  HISTORY     - 1971     GOOD             NGS
 EH1567  HISTORY     - 1984     GOOD             NGS
 EH1567  HISTORY     - 1989     GOOD             USPSQD
 EH1567
 EH1567                          STATION DESCRIPTION
 EH1567
 EH1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH1567'5.0 MI SE FROM PINE BLUFF.
 EH1567'5 MILES SOUTHEAST OF THE CITY OF PINE BLUFF, AT GRIDER FIELD
 EH1567'(MUNICIPAL AIRPORT).  ABOUT 1500 FEET EAST OF THE ADMINISTRATION
 EH1567'BUILDING.  MARK IS ALONG THE EAST SIDE OF THE PAVED RUNWAY, AT THE 2ND
 EH1567'LIGHT SOUTH OF THE SOD RUNWAY (RUNWAY LIGHT NO. 14).  A C AND GS
 EH1567'TOPOGRAPHIC DISK SET FLUSH WITH THE NW CORNER OF THE CONCRETE LIGHT
 EH1567'BASE.
 EH1567
 EH1567                          STATION RECOVERY (1971)
 EH1567
 EH1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EH1567'RECOVERED IN GOOD CONDITION.
 EH1567
 EH1567                          STATION RECOVERY (1984)
 EH1567
 EH1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1567'RECOVERED IN GOOD CONDITION.
 EH1567
 EH1567                          STATION RECOVERY (1989)
 EH1567
 EH1567'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EH1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2665 ***********************************************************************
 FE2665  DESIGNATION -  GRIDER RAD STA KOSE MAST
 FE2665  PID         -  FE2665
 FE2665  STATE/COUNTY-  AR/MISSISSIPPI
 FE2665  USGS QUAD   -  OSCEOLA (1983)
 FE2665
 FE2665                         *CURRENT SURVEY CONTROL
 FE2665  ___________________________________________________________________
 FE2665* NAD 83(1997)-  35 37 49.82063(N)    089 59 00.17430(W)     ADJUSTED  
 FE2665* NAVD 88     -                                                        
 FE2665  ___________________________________________________________________
 FE2665  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 FE2665  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE2665
 FE2665  HORZ ORDER  -  THIRD
 FE2665
 FE2665.The horizontal coordinates were established by classical geodetic methods
 FE2665.and adjusted by the National Geodetic Survey in September 1999..
 FE2665
 FE2665
 FE2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2665
 FE2665.The geoid height was determined by GEOID03.
 FE2665
 FE2665;                    North         East     Units Scale Factor Converg.
 FE2665;SPC AR N     -   145,780.795   582,645.713   MT  0.99993626   +1 10 24.5
 FE2665;SPC AR N     -   478,282.49  1,911,563.48   sFT  0.99993626   +1 10 24.5
 FE2665;SPC TN       -   151,261.751   239,291.676   MT  0.99995468   -2 19 55.3
 FE2665;SPC TN       -   496,264.59    785,076.11   sFT  0.99995468   -2 19 55.3
 FE2665;UTM  16      - 3,947,067.233   229,826.665   MT  1.00049959   -1 44 20.5
 FE2665;UTM  15      - 3,947,159.154   773,184.108   MT  1.00051976   +1 45 30.4
 FE2665
 FE2665                          SUPERSEDED SURVEY CONTROL
 FE2665
 FE2665  NAD 83(1997)-  35 37 49.82089(N)    089 59 00.17406(W) AD(       ) 4
 FE2665  NAD 83(1986)-  35 37 49.83134(N)    089 59 00.17191(W) AD(       ) 4
 FE2665  NAD 27      -  35 37 49.54500(N)    089 58 59.86000(W) AD(       ) 3
 FE2665
 FE2665.Superseded values are not recommended for survey control.
 FE2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2665.See file dsdata.txt to determine how the superseded data were derived.
 FE2665
 FE2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2982747067(NAD 83)
 FE2665_MARKER: 42 = RADIO/TV MAST
 FE2665
 FE2665  HISTORY     - Date     Condition        Report By
 FE2665  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2665  HISTORY     - 1979     GOOD             NGS
 FE2665  HISTORY     - 1987     GOOD             USPSQD
 FE2665
 FE2665                          STATION DESCRIPTION
 FE2665
 FE2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2665'THE STATION IS 5 MILES SOUTH OF OSCEOLA AND 0.1 MILE EAST OF U.S.
 FE2665'HIGHWAY 61.
 FE2665'
 FE2665'THE MAST IS A STANDARD RADIO STATION ANTENNA MAST, 285 FEET HIGH,
 FE2665'TOPPED BY A SINGLE RED LIGHT AND THE STRUCTURE IS PAINTED
 FE2665'ALTERNATELY RED AND WHITE.
 FE2665'
 FE2665'THE POINT INTERSECTED WAS THE RED LIGHT.
 FE2665
 FE2665                          STATION RECOVERY (1979)
 FE2665
 FE2665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2665'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FE2665'THE STATION, GRIDER RADIO STATION KOSE MAST, IS LIGHT TOP
 FE2665'CENTER, AN ALTERNATE RED AND WHITE GUYED MAST, 87 METERS IN
 FE2665'HEIGHT AND OWNED BY KOSE, INC.
 FE2665'
 FE2665'THE STATION IS LOCATED
 FE2665'8 KM SOUTH OF OSCEOLA, 0.5 KM EAST OF U.S.
 FE2665'HIGHWAY 61 AND 91 METERS NORTH OF THE APPROXIMATE CENTER OF
 FE2665'GRAVELED ROAD.
 FE2665
 FE2665                          STATION RECOVERY (1987)
 FE2665
 FE2665'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1778 ***********************************************************************
 FF1778  DESIGNATION -  GRUBBS
 FF1778  PID         -  FF1778
 FF1778  STATE/COUNTY-  AR/JACKSON
 FF1778  USGS QUAD   -  GRUBBS (1965)
 FF1778
 FF1778                         *CURRENT SURVEY CONTROL
 FF1778  ___________________________________________________________________
 FF1778* NAD 83(1997)-  35 38 59.60085(N)    091 04 42.81161(W)     ADJUSTED  
 FF1778* NAVD 88     -        70.36   (+/-2cm)     230.8    (feet)  VERTCON   
 FF1778  ___________________________________________________________________
 FF1778  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FF1778  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF1778
 FF1778  HORZ ORDER  -  SECOND
 FF1778  VERT ORDER  -  THIRD ? (See Below)
 FF1778
 FF1778.The horizontal coordinates were established by classical geodetic methods
 FF1778.and adjusted by the National Geodetic Survey in September 1999..
 FF1778
 FF1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1778.The vertical order pertains to the NGVD 29 superseded value.
 FF1778
 FF1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1778
 FF1778.The geoid height was determined by GEOID03.
 FF1778
 FF1778;                    North         East     Units Scale Factor Converg.
 FF1778;SPC AR N     -   146,451.279   483,439.697   MT  0.99993659   +0 32 10.3
 FF1778;SPC AR N     -   480,482.24  1,586,085.07   sFT  0.99993659   +0 32 10.3
 FF1778;UTM  15      - 3,946,817.495   673,947.679   MT  0.99997287   +1 07 12.6
 FF1778
 FF1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1778!SPC AR N     -   0.99999329  x   0.99993659  =   0.99992988
 FF1778!UTM  15      -   0.99999329  x   0.99997287  =   0.99996616
 FF1778
 FF1778|---------------------------------------------------------------------|
 FF1778| PID    Reference Object                     Distance      Geod. Az  |
 FF1778|                                                           dddmmss.s |
 FF1778| CI1526 GRUBBS RM 1                          27.569 METERS 17841     |
 FF1778| FF1790 NEWPORT RADIO STA KNBY MAST         APPROX.16.2 KM 2543114.9 |
 FF1778| FF1787 ARKANSAS ST POL RAD STA MAST        APPROX.15.7 KM 2653401.9 |
 FF1778| FF1786 CAMPBELL VICTOR METAL INC TANK      APPROX.15.7 KM 2692103.7 |
 FF1778| FF1785 CAMPBELL TEX ILL GAS P L W MST      APPROX.15.6 KM 2771914.0 |
 FF1778| CI1525 GRUBBS AZ MK                                       2773108.1 |
 FF1778| CI1527 GRUBBS RM 2                          35.387 METERS 28404     |
 FF1778|---------------------------------------------------------------------|
 FF1778
 FF1778                          SUPERSEDED SURVEY CONTROL
 FF1778
 FF1778  NAD 83(1997)-  35 38 59.60494(N)    091 04 42.81240(W) AD(       ) 2
 FF1778  NAD 83(1986)-  35 38 59.61284(N)    091 04 42.81139(W) AD(       ) 2
 FF1778  NAD 27      -  35 38 59.32850(N)    091 04 42.37090(W) AD(       ) 2
 FF1778  NGVD 29 (07/19/86)   70.29   (m)          230.6    (f) LEVELING    3  
 FF1778
 FF1778.Superseded values are not recommended for survey control.
 FF1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1778.See file dsdata.txt to determine how the superseded data were derived.
 FF1778
 FF1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7394846817(NAD 83)
 FF1778_MARKER: DS = TRIANGULATION STATION DISK
 FF1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1778
 FF1778  HISTORY     - Date     Condition        Report By
 FF1778  HISTORY     - 1954     MONUMENTED       CGS
 FF1778  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF1778
 FF1778                          STATION DESCRIPTION
 FF1778
 FF1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1778'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE VILLAGE
 FF1778'OF GRUBBS, IN SEC. 27, T 12 N, R 1 W, ON LAND OWNED BY DELIA
 FF1778'DAWSON AND RENTED BY C.M. BIRDSONG.  IT IS 100 YARDS NORTHWEST OF
 FF1778'A HOUSE, 39 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 18, 30 FEET
 FF1778'SOUTHEAST OF A FENCE CORNER AND 5 FEET NORTHEAST OF A 4 X 4 INCH
 FF1778'WHITE WITNESS POST.
 FF1778'
 FF1778'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND
 FF1778'37 IN GRUBBS, GO WEST ON HIGHWAY 18 FOR 0.2 MILE TO THE STATION
 FF1778'ON THE LEFT, CONTINUE 0.5 MILE ON THE HIGHWAY TO THE AZIMUTH
 FF1778'MARK ON THE LEFT.
 FF1778'
 FF1778'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GRUBBS
 FF1778'1954.
 FF1778'
 FF1778'REFERENCE MARK 1 IS 25 FEET EAST OF A FENCE.  THE MARK PROJECTS 2
 FF1778'INCHES AND THE DISK IS STAMPED GRUBBS NO 1 1954.
 FF1778'
 FF1778'REFERENCE MARK 2 IS 26 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 FF1778'2 FEET EAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE.
 FF1778'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRUBBS
 FF1778'NO 2 1954.
 FF1778'
 FF1778'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 FF1778'4 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND 2 FEET
 FF1778'EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FF1778'IS STAMPED GRUBBS 1954.
 FF1778'
 FF1778'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1778
 FF1778                          STATION RECOVERY (2002)
 FF1778
 FF1778'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1804 ***********************************************************************
 FG1804  DESIGNATION -  GUM
 FG1804  PID         -  FG1804
 FG1804  STATE/COUNTY-  AR/NEWTON
 FG1804  USGS QUAD   -  PARTHENON (1980)
 FG1804
 FG1804                         *CURRENT SURVEY CONTROL
 FG1804  ___________________________________________________________________
 FG1804* NAD 83(1997)-  35 57 39.33619(N)    093 09 35.98652(W)     ADJUSTED  
 FG1804* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 FG1804  ___________________________________________________________________
 FG1804  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 FG1804  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG1804
 FG1804  HORZ ORDER  -  SECOND
 FG1804
 FG1804.The horizontal coordinates were established by classical geodetic methods
 FG1804.and adjusted by the National Geodetic Survey in September 1999..
 FG1804
 FG1804.The orthometric height was scaled from a topographic map.
 FG1804
 FG1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1804
 FG1804.The geoid height was determined by GEOID03.
 FG1804
 FG1804;                    North         East     Units Scale Factor Converg.
 FG1804;SPC AR N     -   181,186.595   295,365.760   MT  0.99995749   -0 40 30.0
 FG1804;SPC AR N     -   594,443.02    969,045.83   sFT  0.99995749   -0 40 30.0
 FG1804;UTM  15      - 3,979,626.499   485,572.802   MT  0.99960256   -0 05 38.2
 FG1804
 FG1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1804!SPC AR N     -   0.99990207  x   0.99995749  =   0.99985956
 FG1804!UTM  15      -   0.99990207  x   0.99960256  =   0.99950467
 FG1804
 FG1804:                Primary Azimuth Mark                     Grid Az
 FG1804:SPC AR N     -  BOAT RM 3                                035 18 04.0
 FG1804:UTM  15      -  BOAT RM 3                                034 43 12.2
 FG1804
 FG1804|---------------------------------------------------------------------|
 FG1804| PID    Reference Object                     Distance      Geod. Az  |
 FG1804|                                                           dddmmss.s |
 FG1804| GF0809 BOAT RM 3                           APPROX.20.3 KM 0343734.0 |
 FG1804| CI1528 GUM RM 1                             14.356 METERS 04036     |
 FG1804| CI1529 GUM RM 2                             16.231 METERS 20000     |
 FG1804| FG1803 TT 102 TX                           135.996 METERS 22155     |
 FG1804| GF0816 COMPTON RESET                       APPROX.21.4 KM 3100741.7 |
 FG1804|---------------------------------------------------------------------|
 FG1804
 FG1804                          SUPERSEDED SURVEY CONTROL
 FG1804
 FG1804  NAD 83(1986)-  35 57 39.34579(N)    093 09 35.98888(W) AD(       ) 2
 FG1804  NAD 27      -  35 57 39.06300(N)    093 09 35.35500(W) AD(       ) 2
 FG1804
 FG1804.Superseded values are not recommended for survey control.
 FG1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1804.See file dsdata.txt to determine how the superseded data were derived.
 FG1804
 FG1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8557379626(NAD 83)
 FG1804_MARKER: DS = TRIANGULATION STATION DISK
 FG1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1804
 FG1804  HISTORY     - Date     Condition        Report By
 FG1804  HISTORY     - 1953     MONUMENTED       CGS
 FG1804  HISTORY     - 1966     SEE DESCRIPTION  USGS
 FG1804  HISTORY     - 1972     GOOD             NGS
 FG1804
 FG1804                          STATION DESCRIPTION
 FG1804
 FG1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1804'THE STATION IS IN SECTION 13, T 15 N, R 21 W, ON THE RIGHT-OF-WAY
 FG1804'OF STATE HIGHWAY 7, ABOUT 3-1/4 MILES SOUTH AND 1-1/2 MILES
 FG1804'EAST OF JASPER, 37 FEET EAST OF THE CENTER OF STATE HIGHWAY 7,
 FG1804'23 FEET NORTH-NORTHWEST OF THE NORTH GATE POST, 17 FEET NORTH
 FG1804'OF A CORNER FENCE POST AND 16 FEET SOUTH OF A TRIANGLE-BLAZED
 FG1804'8 INCH OAK TREE.
 FG1804'
 FG1804'TO REACH THE STATION FROM THE COURT HOUSE SQUARE IN JASPER, GO
 FG1804'SOUTHEAST ON STATE HIGHWAY 7 FOR 5.6 MILES TO A BOARD GATE
 FG1804'AND THE STATION ON THE LEFT.
 FG1804'
 FG1804'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1804'GUM 1953.
 FG1804'
 FG1804'REFERENCE MARK 1 IS 42 FEET EAST OF THE CENTER OF THE HIGHWAY
 FG1804'AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 FG1804'AND THE DISK IS STAMPED GUM NO 1 1953.
 FG1804'
 FG1804'REFERENCE MARK 2 IS 47 FEET EAST OF THE CENTER OF THE HIGHWAY,
 FG1804'34 FEET NORTH OF A POWER-LINE POLE, 23 FEET SOUTHWEST OF THE
 FG1804'SOUTH GATE POST AND 1 FOOT WEST OF THE WIRE FENCE.
 FG1804'
 FG1804'NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT
 FG1804'THIS STATION.
 FG1804'
 FG1804'TT 102 TX IS 68 FEET EAST OF FARMHOUSE, 32 FEET WEST OF THE
 FG1804'CENTER OF THE HIGHWAY AND 12 FEET NORTH OF THE NORTH GATE
 FG1804'POST OF A BOARD GATE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 FG1804'BENCH MARK DISK SET IN THE TOP OF AN 8 X 8 INCH CONCRETE POST.
 FG1804'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED TT
 FG1804'102 TX 1931.  THIS MARK WAS LOCATED BY A SECOND ORDER TRAVERSE
 FG1804'FROM TRIANGULATION STATION GUM.
 FG1804'
 FG1804'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FG1804
 FG1804                          STATION RECOVERY (1966)
 FG1804
 FG1804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FG1804'HWY STATE 7 HAS BEEN RELOCATED- TO REACH THE STATION FROM
 FG1804'COURTHOUSE SQUARE IN JASPER, GO SE ON NEW STATE 7 FOR 5.8 MILES
 FG1804'TO A GRAVEL ROAD ON THE RIGHT THAT WAS FORMERLY OLD STATE 7.
 FG1804'PROCEED N ON GRAVEL ROAD APPROX. 0.3 MILES TO THE FIRST HOUSE
 FG1804'ON THE LEFT.  THE STATION IS 446 FEET N OF THE HOUSE ON THE
 FG1804'RIGHT.  REMAINDER OF DES. IS ADEQUATE.
 FG1804
 FG1804                          STATION RECOVERY (1972)
 FG1804
 FG1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1804'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND TT 102 TX (USGS)
 FG1804'WERE RECOVERED AND FOUND IN GOOD CONDITION.  IT WILL TAKE SOME
 FG1804'CLEARING OF BRUSH, CEDAR TREES AND PARTS OF A BOARD CORRAL
 FG1804'TO OCCUPY THIS STATION.  DUE TO CHANGE IN THE ROAD A NEW
 FG1804'COMPLETE DESCRIPTION FOLLOWS-
 FG1804'
 FG1804'THE STATION IS LOCATED ON THE EAST RIGHT-OF-WAY OF OLD STATE
 FG1804'HIGHWAY 7 (GRAVELED ROAD), 3-1/4 MILES SOUTH AND 1-1/2 MILES
 FG1804'EAST OF JASPER, IN SECTION 13, T 15 N, R 21 W.
 FG1804'
 FG1804'TO REACH THE STATION FROM THE COURT HOUSE SQUARE IN JASPER,
 FG1804'GO SOUTHEASTERLY ON STATE HIGHWAY 7 FOR 4.6 MILES TO THE
 FG1804'JUNCTION OF STATE HIGHWAY 374 ON THE LEFT.  CONTINUE SOUTH
 FG1804'AND SOUTHWESTERLY ON HIGHWAY 7 FOR 1.2 MILES TO A GRAVELED
 FG1804'ROAD ON THE RIGHT.  TURN SHARP RIGHT AND GO NORTHERLY ON THE
 FG1804'GRAVELED ROAD FOR 0.5 MILE TO A FARM HOUSE AND THE USGS MARK
 FG1804'ON THE LEFT.  CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 0.05
 FG1804'MILE TO A TRACK ROAD ON THE RIGHT.  BEAR RIGHT AND GO PARALLEL
 FG1804'WITH THE GRAVELED ROAD FOR 0.05 MILE TO A GATE, A BOARD
 FG1804'CORRAL AND THE STATION.
 FG1804'
 FG1804'THE STATION MARK IS A STANDARD DISK STAMPED GUM 1953, SET
 FG1804'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FG1804'IS FLUSH WITH THE GROUND SURFACE.  IT IS 148 FEET WEST-SOUTHWEST
 FG1804'OF A POWER POLE WITH A TRANSFORMER, 37 FEET EAST-SOUTHEAST OF
 FG1804'THE CENTER OF THE GRAVELED ROAD, 14 FEET SOUTH-SOUTHWEST OF
 FG1804'A 20-INCH OAK TREE, 10 FEET NORTHEAST OF A BOARD FENCE, 3
 FG1804'FEET NORTHWEST OF AN OLD BOARD CORRAL AND 3 FEET SOUTHWEST
 FG1804'OF A METAL WITNESS POST.
 FG1804'
 FG1804'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GUM NO 1 1953, SET
 FG1804'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FG1804'IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 42 FEET SOUTHEAST
 FG1804'OF THE CENTER OF THE GRAVELED ROAD, 40 FEET WEST OF A 16-INCH
 FG1804'OAK TREE, 20 FEET SOUTHWEST OF A CORNER FENCE POST WHICH IS
 FG1804'A 6-INCH CEDAR TREE, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 FG1804'AND 115 FEET WEST OF THE POWER POLE WITH TRANSFORMER.
 FG1804'
 FG1804'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GUM NO 2 1953,
 FG1804'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FG1804'IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 47 FEET
 FG1804'EAST-SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 34 FEET
 FG1804'NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE AND 1 FOOT
 FG1804'NORTH-NORTHEAST OF A METAL WITNESS POST.
 FG1804'
 FG1804'TT102TX 1931 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 FG1804'IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT IS 4
 FG1804'INCHES BELOW THE GROUND SURFACE.  IT IS 32 FEET WEST OF THE
 FG1804'CENTER OF THE GRAVELED ROAD, 26 FEET SOUTH-SOUTHWEST OF A POWER
 FG1804'POLE, 12 FEET NORTH OF A NORTH GATE POST AND 2 FEET NORTH OF
 FG1804'A METAL WITNESS POST.
 FG1804'
 FG1804'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/4 MILES
 FG1804'SOUTH AND 1-1/2 MILES EAST OF JASPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1978 ***********************************************************************
 EJ1978  DESIGNATION -  GUM SPRINGS REYNOLDS MET CO TK
 EJ1978  PID         -  EJ1978
 EJ1978  STATE/COUNTY-  AR/CLARK
 EJ1978  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1978
 EJ1978                         *CURRENT SURVEY CONTROL
 EJ1978  ___________________________________________________________________
 EJ1978* NAD 83(1997)-  34 03 56.34822(N)    093 04 47.71276(W)     ADJUSTED  
 EJ1978* NAVD 88     -                                                        
 EJ1978  ___________________________________________________________________
 EJ1978  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 EJ1978  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ1978
 EJ1978  HORZ ORDER  -  THIRD
 EJ1978
 EJ1978.The horizontal coordinates were established by classical geodetic methods
 EJ1978.and adjusted by the National Geodetic Survey in September 1999..
 EJ1978
 EJ1978
 EJ1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1978
 EJ1978.The geoid height was determined by GEOID03.
 EJ1978
 EJ1978;                    North         East     Units Scale Factor Converg.
 EJ1978;SPC AR S     -   555,690.326   300,318.584   MT  0.99991862   -0 36 15.9
 EJ1978;SPC AR S     - 1,823,127.34    985,295.22   sFT  0.99991862   -0 36 15.9
 EJ1978;UTM  15      - 3,769,438.292   492,625.224   MT  0.99960067   -0 02 41.2
 EJ1978
 EJ1978                          SUPERSEDED SURVEY CONTROL
 EJ1978
 EJ1978  NAD 83(1986)-  34 03 56.35774(N)    093 04 47.70426(W) AD(       ) 4
 EJ1978  NAD 27      -  34 03 56.01000(N)    093 04 47.08000(W) AD(       ) 3
 EJ1978
 EJ1978.Superseded values are not recommended for survey control.
 EJ1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1978.See file dsdata.txt to determine how the superseded data were derived.
 EJ1978
 EJ1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9262569438(NAD 83)
 EJ1978_MARKER: 51 = TANK
 EJ1978
 EJ1978  HISTORY     - Date     Condition        Report By
 EJ1978  HISTORY     - 1957     FIRST OBSERVED   CGS
 EJ1978  HISTORY     - 19980426 GOOD             USPSQD
 EJ1978
 EJ1978                          STATION DESCRIPTION
 EJ1978
 EJ1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1978'THE RED FLASHING LIGHT AT THE TOP OF THE GUM SPRINGS, REYNOLDS
 EJ1978'METAL CO. WATER TANK WAS THE POINT OBSERVED, LOCATED IN
 EJ1978'THE SOUTHEAST CORNER OF THE PLANT, GUM SPRINGS IS ABOUT 5
 EJ1978'MILES WEST SOUTH-WEST OF ARKADELPHIA AND 1 MILE SOUTH OF U.S.
 EJ1978'HIGHWAY NO. 67.  THE 4-LEGGED STEEL STRUCTURE IS PAINTED
 EJ1978'ORANGE AND BLACK AND IS 150.6 FEET HIGH.
 EJ1978
 EJ1978                          STATION RECOVERY (1998)
 EJ1978
 EJ1978'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0973 ***********************************************************************
 FH0973  DESIGNATION -  GUNN
 FH0973  PID         -  FH0973
 FH0973  STATE/COUNTY-  AR/CRAWFORD
 FH0973  USGS QUAD   -  ALMA (1987)
 FH0973
 FH0973                         *CURRENT SURVEY CONTROL
 FH0973  ___________________________________________________________________
 FH0973* NAD 83(1997)-  35 24 39.42462(N)    094 14 08.85627(W)     ADJUSTED  
 FH0973* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 FH0973  ___________________________________________________________________
 FH0973  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 FH0973  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FH0973
 FH0973  HORZ ORDER  -  FIRST
 FH0973
 FH0973.The horizontal coordinates were established by classical geodetic methods
 FH0973.and adjusted by the National Geodetic Survey in September 1999..
 FH0973
 FH0973.The orthometric height was scaled from a topographic map.
 FH0973
 FH0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0973
 FH0973.The geoid height was determined by GEOID03.
 FH0973
 FH0973;                    North         East     Units Scale Factor Converg.
 FH0973;SPC AR N     -   121,857.659   196,953.725   MT  0.99994048   -1 18 03.6
 FH0973;SPC AR N     -   399,794.67    646,172.35   sFT  0.99994048   -1 18 03.6
 FH0973;UTM  15      - 3,919,318.759   387,795.621   MT  0.99975515   -0 42 58.1
 FH0973
 FH0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0973!SPC AR N     -   0.99998128  x   0.99994048  =   0.99992176
 FH0973!UTM  15      -   0.99998128  x   0.99975515  =   0.99973643
 FH0973
 FH0973:                Primary Azimuth Mark                     Grid Az
 FH0973:SPC AR N     -  ALMA MUNICIPAL TANK                      011 04 15.2
 FH0973:UTM  15      -  ALMA MUNICIPAL TANK                      010 29 09.7
 FH0973
 FH0973|---------------------------------------------------------------------|
 FH0973| PID    Reference Object                     Distance      Geod. Az  |
 FH0973|                                                           dddmmss.s |
 FH0973| FH0972 ALMA MUNICIPAL TANK                 APPROX. 7.4 KM 0094611.6 |
 FH0973| CI1530 GUNN AZ MK                                         1345722.3 |
 FH0973| CI1531 GUNN RM 1                            55.510 METERS 14619     |
 FH0973| CI1532 GUNN RM 2                            54.553 METERS 22050     |
 FH0973|---------------------------------------------------------------------|
 FH0973
 FH0973                          SUPERSEDED SURVEY CONTROL
 FH0973
 FH0973  NAD 83(1997)-  35 24 39.43114(N)    094 14 08.85325(W) AD(       ) 1
 FH0973  NAD 83(1986)-  35 24 39.43038(N)    094 14 08.84733(W) AD(       ) 1
 FH0973  NAD 27      -  35 24 39.11100(N)    094 14 08.09400(W) AD(       ) 1
 FH0973
 FH0973.Superseded values are not recommended for survey control.
 FH0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0973.See file dsdata.txt to determine how the superseded data were derived.
 FH0973
 FH0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8779619319(NAD 83)
 FH0973_MARKER: DS = TRIANGULATION STATION DISK
 FH0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0973
 FH0973  HISTORY     - Date     Condition        Report By
 FH0973  HISTORY     - 1940     MONUMENTED       CGS
 FH0973  HISTORY     - 1959     GOOD             CGS
 FH0973
 FH0973                          STATION DESCRIPTION
 FH0973
 FH0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0973'STATION IS LOCATED ABOUT 10.0 MILES E OF FORT SMITH AND ABOUT
 FH0973'5.0 MILES S OF ALMA ON THE HIGHEST PART OF A HILL OVERLOOKING
 FH0973'THE ARKANSAS RIVER, AND ON THE PROPERTY OF JOHN GUNN.
 FH0973'
 FH0973'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FH0973'BRONZE DISKS SET IN CONCRETE.
 FH0973'
 FH0973'THE MARK IS STAMPED GUNN 1940 AND PROJECTS ABOUT 6 INCHES
 FH0973'ABOVE THE GROUND.  IT IS 29.0 FEET N OF THE CENTER LINE OF
 FH0973'TRACK ROAD, 12.5 FEET W OF A WHITE REFERENCE POST, 24.0 FEET
 FH0973'W OF FENCE CORNER, 50.0 FEET WSW OF THE SW CORNER OF BARN,
 FH0973'AND 30.0 FEET ESE OF A WELL.
 FH0973'
 FH0973'REFERENCE MARK NO.1 IS STAMPED GUNN NO.1, 1940 AND PROJECTS
 FH0973'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 5.0 FEET LOWER
 FH0973'THAN THE STATION, 58.0 FEET W OF FENCE CORNER, 19.0 FEET
 FH0973'ESE OF THE E END OF POND, AND 1.0 FOOT N OF FENCE.
 FH0973'
 FH0973'REFERENCE MARK NO.2 IS STAMPED GUNN NO.2, 1940 AND PROJECTS
 FH0973'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 6.0 FEET LOWER
 FH0973'THAN THE STATION, 1.0 FOOT N OF FENCE, AND 39.0 FEET SE OF
 FH0973'A 3.0-FOOT OAK TREE.
 FH0973'
 FH0973'AZIMUTH MARK IS STAMPED GUNN 1940 AND PROJECTS ABOUT 6 INCHES
 FH0973'ABOVE THE GROUND.  IT IS 22.0 FEET E OF THE CENTER LINE OF
 FH0973'A DIRT ROAD, 3.3 FEET N OF A WHITE REFERENCE POST, AND 1.0
 FH0973'FOOT W OF A FENCE.
 FH0973'
 FH0973'STATION IS REACHED AS FOLLOWS- FROM THE VAN BUREN END OF THE
 FH0973'ARKANSAS RIVER BRIDGE FOLLOW U.S. HIGHWAY 64 EASTERLY 1.0
 FH0973'MILE TO WHERE U.S. HIGHWAY 64 SWINGS LEFT AND A GRAVEL ROAD
 FH0973'FORKS RIGHT THROUGH A DEEP CUT.  TAKE GRAVEL ROAD RIGHT
 FH0973'(E) 6.3 MILES TO A CROSS ROAD AT A STORE AND CHURCH IN KIBLER.
 FH0973'TURN RIGHT (S) ON DIRT ROAD AND KEEP STRAIGHT S 1.4 MILES
 FH0973'TO A SIDE ROAD ON THE RIGHT W.  (AZIMUTH MARK IS REACHED
 FH0973'BY CONTINUING S ON DIRT ROAD 0.1 MILE.) TURN RIGHT (W) AND
 FH0973'GO 0.1 MILE TO GATE.  PASS THROUGH GATE AND CONTINUE 0.05
 FH0973'MILE TO STATION AT TOP OF HILL JUST PAST JOHN GUNNS HOUSE.
 FH0973'
 FH0973'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH0973
 FH0973                          STATION RECOVERY (1959)
 FH0973
 FH0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0973'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH0973'CONDITION.  THE STATION MARK IS 50 FEET WEST-SOUTHWEST OF
 FH0973'OF THE SOUTHWEST CORNER OF THE LARGEST BARN TO WEST OF A FARMHOUSE.
 FH0973'THE AZIMUTH MARK IS ABOUT 21 PACES NORTH OF A FENCE CORNER
 FH0973'TO NORTHWEST OF AN OLD SHACK, EAST ACROSS THE ROAD FROM ANOTHER
 FH0973'FENCE CORNER AND IN EAST FENCE LINE.  THIS MARK IS FLUSH.
 FH0973'
 FH0973'TO REACH THE STATION FROM VAN BUREN, FROM THE NORTH END OF THE
 FH0973'BRIDGE OVER THE ARKANSAS RIVER, GO EASTERLY ON U.S. HIGHWAY
 FH0973'64 AND 71 FOR 1.1 MILES TO FORKS AND JUNCTION WITH STATE
 FH0973'HIGHWAY 162, TAKE RIGHT FORK AND GO EAST ON STATE HIGHWAY 162
 FH0973'FOR 6.4 MILES TO CROSSROADS IN THE VILLAGE OF KIBLER, TURN
 FH0973'RIGHT AND GO SOUTH FOR 1.45 MILES TO A FARM LANE ON THE RIGHT
 FH0973'(TO REACH THE AZIMUTH MARK CONTINUE SOUTH ABOUT 0.15 MILE
 FH0973'TO MARK ON LEFT), TURN RIGHT AND GO WEST AND NORTHWEST ON
 FH0973'FARM LANE FOR 0.2 MILE TO FARMHOUSE AND STATION TO WEST
 FH0973'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1430 ***********************************************************************
 DL1430  DESIGNATION -  GURDON
 DL1430  PID         -  DL1430
 DL1430  STATE/COUNTY-  AR/CLARK
 DL1430  USGS QUAD   -  GURDON (1970)
 DL1430
 DL1430                         *CURRENT SURVEY CONTROL
 DL1430  ___________________________________________________________________
 DL1430* NAD 83(1997)-  33 54 29.21482(N)    093 11 33.14412(W)     ADJUSTED  
 DL1430* NAVD 88     -        82.7    (meters)     271.     (feet)  VERTCON   
 DL1430  ___________________________________________________________________
 DL1430  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DL1430  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1430
 DL1430  HORZ ORDER  -  SECOND
 DL1430
 DL1430.The horizontal coordinates were established by classical geodetic methods
 DL1430.and adjusted by the National Geodetic Survey in September 1999..
 DL1430
 DL1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1430
 DL1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1430
 DL1430.The geoid height was determined by GEOID03.
 DL1430
 DL1430;                    North         East     Units Scale Factor Converg.
 DL1430;SPC AR S     -   538,333.955   289,720.181   MT  0.99992089   -0 40 02.8
 DL1430;SPC AR S     - 1,766,183.98    950,523.63   sFT  0.99992089   -0 40 02.8
 DL1430;UTM  15      - 3,751,984.737   482,200.211   MT  0.99960391   -0 06 26.7
 DL1430
 DL1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1430!SPC AR S     -   0.99999122  x   0.99992089  =   0.99991211
 DL1430!UTM  15      -   0.99999122  x   0.99960391  =   0.99959513
 DL1430
 DL1430:                Primary Azimuth Mark                     Grid Az
 DL1430:SPC AR S     -  COPELAND                                 064 48 27.5
 DL1430:UTM  15      -  COPELAND                                 064 14 51.4
 DL1430
 DL1430|---------------------------------------------------------------------|
 DL1430| PID    Reference Object                     Distance      Geod. Az  |
 DL1430|                                                           dddmmss.s |
 DL1430| DL1423 COPELAND                            APPROX.17.3 KM 0640824.7 |
 DL1430| CX5942 GURDON RM 1                          25.280 METERS 06808     |
 DL1430| DL1424 GURDON ARK P AND L CO RAD MAST      APPROX. 6.8 KM 0791146.6 |
 DL1430| DL1432 GURDON MUNICIPAL TANK               APPROX. 3.3 KM 0810433.4 |
 DL1430| CX5943 GURDON RM 2                          23.700 METERS 18324     |
 DL1430| DL1456 PRESCOTT OZAN LUMBER CO TANK        APPROX.22.4 KM 2391043.7 |
 DL1430| CX5941 GURDON AZ MK                                       2601916.9 |
 DL1430| DL1446 OKOLONA TX IL NAT GAS MWAVE TR      APPROX.13.9 KM 3110352.5 |
 DL1430| DL1431 GURDON FIRE LOT 8                    11.298 METERS 33520     |
 DL1430|---------------------------------------------------------------------|
 DL1430
 DL1430                          SUPERSEDED SURVEY CONTROL
 DL1430
 DL1430  NAD 83(1997)-  33 54 29.22404(N)    093 11 33.13603(W) AD(       ) 2
 DL1430  NAD 83(1986)-  33 54 29.22461(N)    093 11 33.13523(W) AD(       ) 2
 DL1430  NAD 27      -  33 54 28.85480(N)    093 11 32.52240(W) AD(       ) 2
 DL1430  NGVD 29 (07/19/86)   82.7    (m)          271.     (f) VERT ANG       
 DL1430
 DL1430.Superseded values are not recommended for survey control.
 DL1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1430.See file dsdata.txt to determine how the superseded data were derived.
 DL1430
 DL1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8220051985(NAD 83)
 DL1430_MARKER: DS = TRIANGULATION STATION DISK
 DL1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1430
 DL1430  HISTORY     - Date     Condition        Report By
 DL1430  HISTORY     - 1957     MONUMENTED       CGS
 DL1430  HISTORY     - 1963     GOOD             CGS
 DL1430  HISTORY     - 1969     GOOD             USGS
 DL1430
 DL1430                          STATION DESCRIPTION
 DL1430
 DL1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1430'THE STATION IS LOCATED 2-1/2 MILES WEST-SOUTHWEST OF GURDON,
 DL1430'97 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE AND 23 FEET SOUTH
 DL1430'OF THE SOUTHEAST LEG OF FIRE LOOKOUT TOWER NO. 8.  THE MARK IS SET
 DL1430'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED GURDON 1957.
 DL1430'
 DL1430'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 DL1430'2 INCHES AND IS STAMPED GURDON NO 1 1957.
 DL1430'
 DL1430'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 DL1430'GARAGE AND 4 FEET NORTH OF A FENCE.  THE MARK IS SET FLUSH WITH
 DL1430'THE SURFACE OF THE GROUND AND IS STAMPED GURDON NO 2 1957.
 DL1430'
 DL1430'AZIMUTH MARK IS 45 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 67
 DL1430'AND 21 FEET WEST-SOUTHWEST OF A 20-INCH PINE TREE WITH A
 DL1430'TRIANGULAR BLAZE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 DL1430'GURDON 1957.
 DL1430'
 DL1430'FIRE LOOKOUT TOWER NO. 8 IS A 4-LEGGED STRUCTURE OF GALVANIZED
 DL1430'STEEL, 110 FEET IN OVERALL HEIGHT.  POINT OBSERVED WAS CENTER OF
 DL1430'TOWER.
 DL1430'
 DL1430'TO REACH THE STATION FROM THE POST OFFICE IN GURDON, GO NORTH
 DL1430'FOR 0.1 MILE TO U.S. HIGHWAY 67, TURN LEFT AND GO WEST-SOUTHWEST
 DL1430'2.6 MILES TO A SIDE ROAD LEFT, TURN LEFT INTO THE ENTRANCE TO
 DL1430'FIRE LOOKOUT TOWER NO. 8 AND THE STATION, AS DESCRIBED.
 DL1430'
 DL1430'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST ON
 DL1430'U.S. HIGHWAY 67 0.3 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 DL1430'
 DL1430'HEIGHT OF LIGHT ABOVE STATION MARK 34.69 METERS.
 DL1430
 DL1430                          STATION RECOVERY (1963)
 DL1430
 DL1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1430'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND IN
 DL1430'GOOD CONDITION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT
 DL1430'WAS NOT RECOVERED.  IT WAS THOUGHT THAT THIS MARK WAS PROBABLY
 DL1430'DESTROYED BY HIGHWAY IMPROVEMENT.  A NEW AZIMUTH MARK WAS NOT
 DL1430'SET AS NO OBJECTS WERE VISABLE FROM THE GROUND AT THE STATION.
 DL1430'
 DL1430'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1430'RECOVERY.
 DL1430
 DL1430                          STATION RECOVERY (1969)
 DL1430
 DL1430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1430'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 DL1430'AZ. MARK IS DESTROYED.  FOUND IN GOOD CONDITION.
 DL1430'
 DL1430'THE OLD DESCRIPTION IS ADEQUATE ENOUGH FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1424 ***********************************************************************
 DL1424  DESIGNATION -  GURDON ARK P AND L CO RAD MAST
 DL1424  PID         -  DL1424
 DL1424  STATE/COUNTY-  AR/CLARK
 DL1424  USGS QUAD   -  CURTIS (1970)
 DL1424
 DL1424                         *CURRENT SURVEY CONTROL
 DL1424  ___________________________________________________________________
 DL1424* NAD 83(1997)-  33 55 10.29275(N)    093 07 14.46104(W)     ADJUSTED  
 DL1424* NAVD 88     -                                                        
 DL1424  ___________________________________________________________________
 DL1424  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DL1424  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DL1424
 DL1424  HORZ ORDER  -  THIRD
 DL1424
 DL1424.The horizontal coordinates were established by classical geodetic methods
 DL1424.and adjusted by the National Geodetic Survey in September 1999..
 DL1424
 DL1424
 DL1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1424
 DL1424.The geoid height was determined by GEOID03.
 DL1424
 DL1424;                    North         East     Units Scale Factor Converg.
 DL1424;SPC AR S     -   539,524.369   296,378.664   MT  0.99992047   -0 37 38.1
 DL1424;SPC AR S     - 1,770,089.53    972,369.00   sFT  0.99992047   -0 37 38.1
 DL1424;UTM  15      - 3,753,239.768   488,844.627   MT  0.99960153   -0 04 02.4
 DL1424
 DL1424                          SUPERSEDED SURVEY CONTROL
 DL1424
 DL1424  NAD 83(1997)-  33 55 10.30207(N)    093 07 14.45324(W) AD(       ) 4
 DL1424  NAD 83(1986)-  33 55 10.30261(N)    093 07 14.45224(W) AD(       ) 4
 DL1424  NAD 27      -  33 55 09.93600(N)    093 07 13.83900(W) AD(       ) 3
 DL1424
 DL1424.Superseded values are not recommended for survey control.
 DL1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1424.See file dsdata.txt to determine how the superseded data were derived.
 DL1424
 DL1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8884553240(NAD 83)
 DL1424_MARKER: 42 = RADIO/TV MAST
 DL1424
 DL1424  HISTORY     - Date     Condition        Report By
 DL1424  HISTORY     - 1957     FIRST OBSERVED   CGS
 DL1424
 DL1424                          STATION DESCRIPTION
 DL1424
 DL1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1424'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF GURDON ON A HIGH
 DL1424'POINT OF GROUND KNOWN LOCALLY AS BOWENS HILL, 0.15 MILE NORTH
 DL1424'OF A DIRT ROAD AND 200 YARDS NORTHEAST OF A FARM HOUSE.
 DL1424'
 DL1424'THE MAST IS PAINTED ALTERNATELY RED AND WHITE IN COLOR AND IS 150
 DL1424'FEET HIGH.  THE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 DL1424'
 DL1424'TO REACH FROM THE POST OFFICE IN GURDON GO SOUTH ON MAIN STREET
 DL1424'FOR 0.2 MILE TO A SIDE STREET LEFT ON THE NORTH SIDE OF A BAPTIST
 DL1424'CHURCH, TURN LEFT, EAST, AND GO 0.3 MILE TO A DEADEND, TURN LEFT,
 DL1424'NORTH, AND GO 0.1 MILE TO A T-ROAD RIGHT, JUST SOUTH OF A
 DL1424'SCHOOL HOUSE, TURN RIGHT, EAST, AND GO 1.2 MILES TO THE END OF
 DL1424'THE MAIN ROAD AT THE TOP OF BOWENS HILL, TURN LEFT, NORTH,
 DL1424'AND GO 0.1 MILE TO A FARM HOUSE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1431 ***********************************************************************
 DL1431  DESIGNATION -  GURDON FIRE LOT 8
 DL1431  PID         -  DL1431
 DL1431  STATE/COUNTY-  AR/CLARK
 DL1431  USGS QUAD   -  GURDON (1970)
 DL1431
 DL1431                         *CURRENT SURVEY CONTROL
 DL1431  ___________________________________________________________________
 DL1431* NAD 83(1997)-  33 54 29.54804(N)    093 11 33.32765(W)     ADJUSTED  
 DL1431* NAVD 88     -                                                        
 DL1431  ___________________________________________________________________
 DL1431  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DL1431  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1431
 DL1431  HORZ ORDER  -  THIRD
 DL1431
 DL1431.The horizontal coordinates were established by classical geodetic methods
 DL1431.and adjusted by the National Geodetic Survey in September 1999..
 DL1431
 DL1431
 DL1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1431
 DL1431.The geoid height was determined by GEOID03.
 DL1431
 DL1431;                    North         East     Units Scale Factor Converg.
 DL1431;SPC AR S     -   538,344.275   289,715.587   MT  0.99992088   -0 40 02.9
 DL1431;SPC AR S     - 1,766,217.84    950,508.56   sFT  0.99992088   -0 40 02.9
 DL1431;UTM  15      - 3,751,995.009   482,195.517   MT  0.99960391   -0 06 26.8
 DL1431
 DL1431                          SUPERSEDED SURVEY CONTROL
 DL1431
 DL1431  NAD 83(1997)-  33 54 29.55727(N)    093 11 33.31956(W) AD(       ) 4
 DL1431  NAD 83(1986)-  33 54 29.55783(N)    093 11 33.31876(W) AD(       ) 4
 DL1431  NAD 27      -  33 54 29.18800(N)    093 11 32.70600(W) AD(       ) 3
 DL1431
 DL1431.Superseded values are not recommended for survey control.
 DL1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1431.See file dsdata.txt to determine how the superseded data were derived.
 DL1431
 DL1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8219651995(NAD 83)
 DL1431_MARKER: 57 = LOOKOUT TOWER
 DL1431
 DL1431  HISTORY     - Date     Condition        Report By
 DL1431  HISTORY     - 1957     FIRST OBSERVED   CGS
 DL1431
 DL1431                          STATION DESCRIPTION
 DL1431
 DL1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1431'THE LOOKOUT TOWER IS A 4-LEGGED STRUCTURE OF GALVANIZED STEEL,
 DL1431'110 FEET IN OVERALL HEIGHT.  POINT OBSERVED WAS CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1432 ***********************************************************************
 DL1432  DESIGNATION -  GURDON MUNICIPAL TANK
 DL1432  PID         -  DL1432
 DL1432  STATE/COUNTY-  AR/CLARK
 DL1432  USGS QUAD   -  GURDON (1970)
 DL1432
 DL1432                         *CURRENT SURVEY CONTROL
 DL1432  ___________________________________________________________________
 DL1432* NAD 83(1997)-  33 54 45.69636(N)    093 09 27.11635(W)     ADJUSTED  
 DL1432* NAVD 88     -                                                        
 DL1432  ___________________________________________________________________
 DL1432  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DL1432  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DL1432
 DL1432  HORZ ORDER  -  THIRD
 DL1432
 DL1432.The horizontal coordinates were established by classical geodetic methods
 DL1432.and adjusted by the National Geodetic Survey in September 1999..
 DL1432
 DL1432
 DL1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1432
 DL1432.The geoid height was determined by GEOID03.
 DL1432
 DL1432;                    North         East     Units Scale Factor Converg.
 DL1432;SPC AR S     -   538,804.541   292,963.112   MT  0.99992071   -0 38 52.3
 DL1432;SPC AR S     - 1,767,727.90    961,163.14   sFT  0.99992071   -0 38 52.3
 DL1432;UTM  15      - 3,752,486.837   485,437.358   MT  0.99960261   -0 05 16.4
 DL1432
 DL1432                          SUPERSEDED SURVEY CONTROL
 DL1432
 DL1432  NAD 83(1997)-  33 54 45.70569(N)    093 09 27.10786(W) AD(       ) 4
 DL1432  NAD 83(1986)-  33 54 45.70620(N)    093 09 27.10758(W) AD(       ) 4
 DL1432  NAD 27      -  33 54 45.33800(N)    093 09 26.48800(W) AD(       ) 3
 DL1432
 DL1432.Superseded values are not recommended for survey control.
 DL1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1432.See file dsdata.txt to determine how the superseded data were derived.
 DL1432
 DL1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8543752487(NAD 83)
 DL1432_MARKER: 53 = ELEVATED TANK
 DL1432
 DL1432  HISTORY     - Date     Condition        Report By
 DL1432  HISTORY     - 1957     FIRST OBSERVED   CGS
 DL1432  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 DL1432
 DL1432                          STATION DESCRIPTION
 DL1432
 DL1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1432'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF THE TOWN OF
 DL1432'GURDON ABOUT 0.2 MILE WEST OF A RAILROAD TRACK.
 DL1432'
 DL1432'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE THAT IS
 DL1432'PAINTED SILVER IN COLOR AND IS 102 FEET HIGH.  THE CENTER AND APEX
 DL1432'WAS THE POINT INTERSECTED.
 DL1432
 DL1432                          STATION RECOVERY (1998)
 DL1432
 DL1432'RECOVERY NOTE BY US POWER SQUADRON 1998
 DL1432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0926 ***********************************************************************
 DK0926  DESIGNATION -  H
 DK0926  PID         -  DK0926
 DK0926  STATE/COUNTY-  AR/DREW
 DK0926  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK0926
 DK0926                         *CURRENT SURVEY CONTROL
 DK0926  ___________________________________________________________________
 DK0926* NAD 83(1986)-  33 42 43.     (N)    091 27 11.     (W)     SCALED    
 DK0926* NAVD 88     -        46.59   (+/-2cm)     152.9    (feet)  VERTCON   
 DK0926  ___________________________________________________________________
 DK0926  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DK0926
 DK0926  VERT ORDER  -  ? (See Below)
 DK0926
 DK0926.The horizontal coordinates were scaled from a topographic map and have
 DK0926.an estimated accuracy of +/- 6 seconds.
 DK0926
 DK0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0926.The vertical order pertains to the NGVD 29 superseded value.
 DK0926
 DK0926.The geoid height was determined by GEOID03.
 DK0926
 DK0926;                    North         East    Units  Estimated Accuracy
 DK0926;SPC AR S     -   516,070.      450,700.      MT  (+/- 180 meters Scaled)
 DK0926
 DK0926                          SUPERSEDED SURVEY CONTROL
 DK0926
 DK0926  NGVD 29 (??/??/??)   46.715  (m)          153.26   (f) ADJUSTED    ?  
 DK0926
 DK0926.Superseded values are not recommended for survey control.
 DK0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0926.See file dsdata.txt to determine how the superseded data were derived.
 DK0926
 DK0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT433312(NAD 83)
 DK0926_MARKER: B = BOLT
 DK0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0926_SP_SET: CHIMNEY
 DK0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0926
 DK0926  HISTORY     - Date     Condition        Report By
 DK0926  HISTORY     - UNK      MONUMENTED       CGS
 DK0926  HISTORY     - 1934     MARK NOT FOUND   LOCENG
 DK0926
 DK0926                          STATION DESCRIPTION
 DK0926
 DK0926'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 DK0926'IN TILLAR.
 DK0926'AT TILLAR, DREW COUNTY, ARK.  THE CENTER OF CROSS ON HEAD OF COPPER
 DK0926'BOLT LEADED HORIZONTALLY INTO A BRICK OF THE CHIMNEY AT THE BACK OF
 DK0926'H.L. HENRY AND BRO.S STORE.  THE BRICK IS THE ELEVENTH ONE FROM THE
 DK0926'GROUND AND THIRD ONE EAST OF SIDE OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0558 ***********************************************************************
 GE0558  DESIGNATION -  H 1
 GE0558  PID         -  GE0558
 GE0558  STATE/COUNTY-  AR/FULTON
 GE0558  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE0558
 GE0558                         *CURRENT SURVEY CONTROL
 GE0558  ___________________________________________________________________
 GE0558* NAD 83(1986)-  36 27 17.     (N)    091 31 38.     (W)     SCALED    
 GE0558* NAVD 88     -       141.811  (meters)     465.26   (feet)  ADJUSTED  
 GE0558  ___________________________________________________________________
 GE0558  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GE0558  DYNAMIC HT  -         141.694 (meters)     464.87  (feet)  COMP
 GE0558  MODELED GRAV-     979,800.3   (mgal)                       NAVD 88
 GE0558
 GE0558  VERT ORDER  -  FIRST     CLASS II
 GE0558
 GE0558.The horizontal coordinates were scaled from a topographic map and have
 GE0558.an estimated accuracy of +/- 6 seconds.
 GE0558
 GE0558.The orthometric height was determined by differential leveling
 GE0558.and adjusted by the National Geodetic Survey in June 1991..
 GE0558
 GE0558.The geoid height was determined by GEOID03.
 GE0558
 GE0558.The dynamic height is computed by dividing the NAVD 88
 GE0558.geopotential number by the normal gravity value computed on the
 GE0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0558.degrees latitude (g = 980.6199 gals.).
 GE0558
 GE0558.The modeled gravity was interpolated from observed gravity values.
 GE0558
 GE0558;                    North         East    Units  Estimated Accuracy
 GE0558;SPC AR N     -   235,470.      442,380.      MT  (+/- 180 meters Scaled)
 GE0558
 GE0558                          SUPERSEDED SURVEY CONTROL
 GE0558
 GE0558  NGVD 29 (??/??/92)  141.694  (m)          464.87   (f) ADJ UNCH    1 2
 GE0558
 GE0558.Superseded values are not recommended for survey control.
 GE0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0558.See file dsdata.txt to determine how the superseded data were derived.
 GE0558
 GE0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA319353(NAD 83)
 GE0558_MARKER: DB = BENCH MARK DISK
 GE0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0558_SP_SET: BRIDGE
 GE0558_STAMPING: H 1 1928
 GE0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0558
 GE0558  HISTORY     - Date     Condition        Report By
 GE0558  HISTORY     - 1928     MONUMENTED       CGS
 GE0558  HISTORY     - 1961     MARK NOT FOUND   USGS
 GE0558
 GE0558                          STATION DESCRIPTION
 GE0558
 GE0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0558'3.5 MI S FROM MAMMOTH SPRING.
 GE0558'3-1/2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0558'FROM THE STATION AT MAMMOTH SPRING, FULTON COUNTY, BETWEEN
 GE0558'POLES 345/31 AT PATE-GIRDER BRIDGE NO. 345.8 IN THE TOP OF THE
 GE0558'EAST END OF THE SOUTH ABUTMENT, 7.3 FEET EAST OF THE CENTERLINE
 GE0558'OF THE MAIN TRACK, AND 1.4 FEET BELOW THE TOP OF THE RAIL.  A
 GE0558'STANDARD DISK, STAMPED H 1 1928.
 GE0558
 GE0558                          STATION RECOVERY (1961)
 GE0558
 GE0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GE0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0424 ***********************************************************************
 FG0424  DESIGNATION -  H 100
 FG0424  PID         -  FG0424
 FG0424  STATE/COUNTY-  AR/CONWAY
 FG0424  USGS QUAD   -  PERRYVILLE (1989)
 FG0424
 FG0424                         *CURRENT SURVEY CONTROL
 FG0424  ___________________________________________________________________
 FG0424* NAD 83(1986)-  35 05 13.     (N)    092 47 08.     (W)     SCALED    
 FG0424* NAVD 88     -       100.264  (meters)     328.95   (feet)  ADJUSTED  
 FG0424  ___________________________________________________________________
 FG0424  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FG0424  DYNAMIC HT  -         100.169 (meters)     328.64  (feet)  COMP
 FG0424  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 FG0424
 FG0424  VERT ORDER  -  SECOND    CLASS 0
 FG0424
 FG0424.The horizontal coordinates were scaled from a topographic map and have
 FG0424.an estimated accuracy of +/- 6 seconds.
 FG0424
 FG0424.The orthometric height was determined by differential leveling
 FG0424.and adjusted by the National Geodetic Survey in June 1991..
 FG0424
 FG0424.The geoid height was determined by GEOID03.
 FG0424
 FG0424.The dynamic height is computed by dividing the NAVD 88
 FG0424.geopotential number by the normal gravity value computed on the
 FG0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0424.degrees latitude (g = 980.6199 gals.).
 FG0424
 FG0424.The modeled gravity was interpolated from observed gravity values.
 FG0424
 FG0424;                    North         East    Units  Estimated Accuracy
 FG0424;SPC AR N     -    83,890.      328,370.      MT  (+/- 180 meters Scaled)
 FG0424
 FG0424                          SUPERSEDED SURVEY CONTROL
 FG0424
 FG0424  NGVD 29 (??/??/92)  100.284  (m)          329.02   (f) ADJ UNCH    2 0
 FG0424
 FG0424.Superseded values are not recommended for survey control.
 FG0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0424.See file dsdata.txt to determine how the superseded data were derived.
 FG0424
 FG0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU195827(NAD 83)
 FG0424_MARKER: DB = BENCH MARK DISK
 FG0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0424_STAMPING: H 100 1935
 FG0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0424+STABILITY: SURFACE MOTION
 FG0424
 FG0424  HISTORY     - Date     Condition        Report By
 FG0424  HISTORY     - 1935     MONUMENTED       CGS
 FG0424
 FG0424                          STATION DESCRIPTION
 FG0424
 FG0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0424'2.0 MI SW FROM OPPELO.
 FG0424'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE METHODIST CHURCH AT
 FG0424'OPPELO, 275 FEET NORTHEAST OF A LOG HOUSE, 75 FEET NORTHWEST OF POLE
 FG0424'184, 45 FEET WEST OF THE CENTER OF A NORTH-AND-SOUTH DIRT-ROAD
 FG0424'CROSSING, 26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 FG0424'SOUTH OF A POLE, AND AT THE SOUTHEAST CORNER OF AN APPLE ORCHARD.  A
 FG0424'STANDARD DISK, STAMPED H 100 1935 AND SET IN THE TOP OF A CONCRETE
 FG0424'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1129 ***********************************************************************
 FG1129  DESIGNATION -  H 101
 FG1129  PID         -  FG1129
 FG1129  STATE/COUNTY-  AR/PERRY
 FG1129  USGS QUAD   -  CASA (1972)
 FG1129
 FG1129                         *CURRENT SURVEY CONTROL
 FG1129  ___________________________________________________________________
 FG1129* NAD 83(1986)-  35 03 21.     (N)    093 01 14.     (W)     SCALED    
 FG1129* NAVD 88     -       112.498  (meters)     369.09   (feet)  ADJUSTED  
 FG1129  ___________________________________________________________________
 FG1129  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FG1129  DYNAMIC HT  -         112.390 (meters)     368.73  (feet)  COMP
 FG1129  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 FG1129
 FG1129  VERT ORDER  -  SECOND    CLASS 0
 FG1129
 FG1129.The horizontal coordinates were scaled from a topographic map and have
 FG1129.an estimated accuracy of +/- 6 seconds.
 FG1129
 FG1129.The orthometric height was determined by differential leveling
 FG1129.and adjusted by the National Geodetic Survey in June 1991..
 FG1129
 FG1129.The geoid height was determined by GEOID03.
 FG1129
 FG1129.The dynamic height is computed by dividing the NAVD 88
 FG1129.geopotential number by the normal gravity value computed on the
 FG1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1129.degrees latitude (g = 980.6199 gals.).
 FG1129
 FG1129.The modeled gravity was interpolated from observed gravity values.
 FG1129
 FG1129;                    North         East    Units  Estimated Accuracy
 FG1129;SPC AR N     -    80,640.      306,900.      MT  (+/- 180 meters Scaled)
 FG1129
 FG1129                          SUPERSEDED SURVEY CONTROL
 FG1129
 FG1129  NGVD 29 (??/??/92)  112.494  (m)          369.07   (f) ADJ UNCH    2 0
 FG1129
 FG1129.Superseded values are not recommended for survey control.
 FG1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1129.See file dsdata.txt to determine how the superseded data were derived.
 FG1129
 FG1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU981792(NAD 83)
 FG1129_MARKER: DB = BENCH MARK DISK
 FG1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1129_STAMPING: H 101 1935
 FG1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1129+STABILITY: SURFACE MOTION
 FG1129
 FG1129  HISTORY     - Date     Condition        Report By
 FG1129  HISTORY     - 1935     MONUMENTED       CGS
 FG1129
 FG1129                          STATION DESCRIPTION
 FG1129
 FG1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1129'3.3 MI N FROM CASA.
 FG1129'3.3 MILES NORTH ALONG THE PETIT JEAN MOUNTAIN ROAD FROM THE CHICAGO,
 FG1129'ROCK ISLAND AND PACIFIC RAILWAY STATION AT CASA, 275 FEET SOUTHEAST OF
 FG1129'THE E. P. WHITFIELD FARMHOUSE, 40 FEET EAST OF THE NORTHWEST CORNER OF
 FG1129'A FENCE, 19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF
 FG1129'THE FENCE LINE, AND AT THE INSIDE AT THE ROAD CURVE.  A STANDARD DISK,
 FG1129'STAMPED H 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0957 ***********************************************************************
 EJ0957  DESIGNATION -  H 102
 EJ0957  PID         -  EJ0957
 EJ0957  STATE/COUNTY-  AR/PERRY
 EJ0957  USGS QUAD   -  APLIN (1984)
 EJ0957
 EJ0957                         *CURRENT SURVEY CONTROL
 EJ0957  ___________________________________________________________________
 EJ0957* NAD 83(1986)-  34 53 18.     (N)    092 59 26.     (W)     SCALED    
 EJ0957* NAVD 88     -       370.355  (meters)    1215.07   (feet)  ADJUSTED  
 EJ0957  ___________________________________________________________________
 EJ0957  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EJ0957  DYNAMIC HT  -         369.990 (meters)    1213.88  (feet)  COMP
 EJ0957  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 EJ0957
 EJ0957  VERT ORDER  -  SECOND    CLASS 0
 EJ0957
 EJ0957.The horizontal coordinates were scaled from a topographic map and have
 EJ0957.an estimated accuracy of +/- 6 seconds.
 EJ0957
 EJ0957.The orthometric height was determined by differential leveling
 EJ0957.and adjusted by the National Geodetic Survey in June 1991..
 EJ0957
 EJ0957.The geoid height was determined by GEOID03.
 EJ0957
 EJ0957.The dynamic height is computed by dividing the NAVD 88
 EJ0957.geopotential number by the normal gravity value computed on the
 EJ0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0957.degrees latitude (g = 980.6199 gals.).
 EJ0957
 EJ0957.The modeled gravity was interpolated from observed gravity values.
 EJ0957
 EJ0957;                    North         East    Units  Estimated Accuracy
 EJ0957;SPC AR N     -    62,030.      309,450.      MT  (+/- 180 meters Scaled)
 EJ0957
 EJ0957                          SUPERSEDED SURVEY CONTROL
 EJ0957
 EJ0957  NGVD 29 (??/??/92)  370.353  (m)         1215.07   (f) ADJ UNCH    2 0
 EJ0957
 EJ0957.Superseded values are not recommended for survey control.
 EJ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0957.See file dsdata.txt to determine how the superseded data were derived.
 EJ0957
 EJ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU008606(NAD 83)
 EJ0957_MARKER: DB = BENCH MARK DISK
 EJ0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0957_SP_SET: MONUMENT
 EJ0957_STAMPING: H-102 1935
 EJ0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0957
 EJ0957  HISTORY     - Date     Condition        Report By
 EJ0957  HISTORY     - 1935     MONUMENTED       CGS
 EJ0957  HISTORY     - 1968     GOOD             USE
 EJ0957
 EJ0957                          STATION DESCRIPTION
 EJ0957
 EJ0957'DESCRIBED BY US ENGINEERS 1968
 EJ0957'13.8 MI SW FROM THORNBURG.
 EJ0957'3.5 MILES SOUTH AND 10.3 MILES WEST
 EJ0957'OF-- LOCATED ALONG NATIONAL FOREST MAINTAINED ROAD NO. 86 (KNOWN AS
 EJ0957'THE HOLLIS-THORNBURG ROAD) ABOUT 8.1 MILES NORTHEAST OF STATE HIGHWAY
 EJ0957'NO. 7, IN THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE
 EJ0957'19 WEST.  TO REACH H-102 FROM THE CHURCH AND CEMETERY IN THORNBURG,
 EJ0957'ARKANSAS, WHICH IS 0.1 MILE WEST OF STATE HIGHWAY NO. 9 AND 10, TAKE
 EJ0957'THE NATIONAL FOREST MAINTAINED ROAD NO. 86 (KNOWN AS THE
 EJ0957'HOLLIS-THORNBURG ROAD) IN A SOUTHWESTERLY DIRECTION FOR 1.4 MILES TO
 EJ0957'FORK OF NATIONAL FOREST MAINTAINED ROADS NOS. 86 AND 210-2.  THEN LEFT
 EJ0957'(SOUTHWESTERLY) ON ROAD NO. 86 FOR 2.5 MILES TO A FORK IN THE ROAD.
 EJ0957'TAKE RIGHT FORK AND GO SOUTHWESTERLY ON ROAD NO. 86 FOR 5.8 MILES TO
 EJ0957'THE INTERSECTION OF NATIONAL FOREST MAINTAINED ROADS NOS. 86, 94, AND
 EJ0957'207.  CONTINUE STRAIGHT AHEAD ON ROAD NO. 86 FOR 2 MILES TO MARK WHICH
 EJ0957'IS 0.3 MILE EAST OF A SWITCHBACK.  MARK IS 0.4 MILE EAST OF THE SUMMIT
 EJ0957'OF A LONG HILL, 0.2 MILE NORTHEAST OF A DIP, 100 FEET EAST OF A DIRT
 EJ0957'ROAD LEADING NORTHEAST AT THE SUMMIT OF A SMALL HILL, 27 FEET NORTH OF
 EJ0957'THE CENTERLINE OF THE ROAD, 12 FEET NORTHEAST OF A 20 INCH BLACKJACK
 EJ0957'OAK TREE FORKED AT BASE, AND PROTRUDES 1 INCH ABOVE GROUND BETWEEN 3
 EJ0957'LARGE ROCKS.  A USC AND GS CONCRETE MONUMENT WITH STANDARD DISK
 EJ0957'STAMPED H-102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0825 ***********************************************************************
 EJ0825  DESIGNATION -  H 103
 EJ0825  PID         -  EJ0825
 EJ0825  STATE/COUNTY-  AR/PERRY
 EJ0825  USGS QUAD   -  CASA (1972)
 EJ0825
 EJ0825                         *CURRENT SURVEY CONTROL
 EJ0825  ___________________________________________________________________
 EJ0825* NAD 83(1986)-  35 00 01.     (N)    093 00 48.     (W)     SCALED    
 EJ0825* NAVD 88     -       225.102  (meters)     738.52   (feet)  ADJUSTED  
 EJ0825  ___________________________________________________________________
 EJ0825  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 EJ0825  DYNAMIC HT  -         224.886 (meters)     737.81  (feet)  COMP
 EJ0825  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EJ0825
 EJ0825  VERT ORDER  -  SECOND    CLASS 0
 EJ0825
 EJ0825.The horizontal coordinates were scaled from a topographic map and have
 EJ0825.an estimated accuracy of +/- 6 seconds.
 EJ0825
 EJ0825.The orthometric height was determined by differential leveling
 EJ0825.and adjusted by the National Geodetic Survey in June 1991..
 EJ0825
 EJ0825.The geoid height was determined by GEOID03.
 EJ0825
 EJ0825.The dynamic height is computed by dividing the NAVD 88
 EJ0825.geopotential number by the normal gravity value computed on the
 EJ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0825.degrees latitude (g = 980.6199 gals.).
 EJ0825
 EJ0825.The modeled gravity was interpolated from observed gravity values.
 EJ0825
 EJ0825;                    North         East    Units  Estimated Accuracy
 EJ0825;SPC AR N     -    74,470.      307,500.      MT  (+/- 180 meters Scaled)
 EJ0825
 EJ0825                          SUPERSEDED SURVEY CONTROL
 EJ0825
 EJ0825  NGVD 29 (??/??/92)  225.096  (m)          738.50   (f) ADJ UNCH    2 0
 EJ0825
 EJ0825.Superseded values are not recommended for survey control.
 EJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0825.See file dsdata.txt to determine how the superseded data were derived.
 EJ0825
 EJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU987730(NAD 83)
 EJ0825_MARKER: DB = BENCH MARK DISK
 EJ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0825_STAMPING: H-103 1935
 EJ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0825+STABILITY: SURFACE MOTION
 EJ0825
 EJ0825  HISTORY     - Date     Condition        Report By
 EJ0825  HISTORY     - 1935     MONUMENTED       CGS
 EJ0825  HISTORY     - 1968     GOOD             USE
 EJ0825
 EJ0825                          STATION DESCRIPTION
 EJ0825
 EJ0825'DESCRIBED BY US ENGINEERS 1968
 EJ0825'3.6 MI SE FROM CASA.
 EJ0825'1.6 MILES SOUTH AND 2 MILES EAST OF-- IN THE NORTHWEST QUARTER OF
 EJ0825'SECTION 15, TOWNSHIP 4 NORTH, RANGE 19 WEST.  TO REACH H-103 FROM THE
 EJ0825'INTERSECTION OF STATE HIGHWAYS NOS. 155 AND 10 IN CASA, ARKANSAS, TAKE
 EJ0825'STATE HIGHWAY NO. 10 EAST FOR 0.7 MILE TO A GRAVEL COUNTY ROAD ON THE
 EJ0825'RIGHT, WHICH IS KNOWN AS THE APLIN-CASA ROAD, TURN RIGHT (SOUTH) ON
 EJ0825'APLIN-CASA ROAD AND GO 2.4 MILE TO MARK ON THE LEFT, WHICH IS ABOUT
 EJ0825'150 FEET NORTHWEST OF THE SUMMIT OF A SMALL HILL TOPPED WITH SANDSTONE
 EJ0825'BOULDERS.  MARK IS LOCATED 18 FEET WEST OF THE CENTERLINE OF THE ROAD,
 EJ0825'21 FEET SOUTH OF A WATER TURNOUT AT THE WEST SIDE OF ROAD, 13 FEET
 EJ0825'SOUTHWEST OF AN 18 INCH PINE TREE, AND 2.5 FEET EAST OF A YELLOW STEEL
 EJ0825'FENCE POST.  A USC AND GS CONCRETE MONUMENT WITH STANDARD DISK STAMPED
 EJ0825'H-103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0810 ***********************************************************************
 EJ0810  DESIGNATION -  H 104
 EJ0810  PID         -  EJ0810
 EJ0810  STATE/COUNTY-  AR/SALINE
 EJ0810  USGS QUAD   -  GOOSEPOND MOUNTAIN (1984)
 EJ0810
 EJ0810                         *CURRENT SURVEY CONTROL
 EJ0810  ___________________________________________________________________
 EJ0810* NAD 83(1986)-  34 41 03.     (N)    092 55 58.     (W)     SCALED    
 EJ0810* NAVD 88     -       156.823  (meters)     514.51   (feet)  ADJUSTED  
 EJ0810  ___________________________________________________________________
 EJ0810  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EJ0810  DYNAMIC HT  -         156.670 (meters)     514.01  (feet)  COMP
 EJ0810  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 EJ0810
 EJ0810  VERT ORDER  -  SECOND    CLASS 0
 EJ0810
 EJ0810.The horizontal coordinates were scaled from a topographic map and have
 EJ0810.an estimated accuracy of +/- 6 seconds.
 EJ0810
 EJ0810.The orthometric height was determined by differential leveling
 EJ0810.and adjusted by the National Geodetic Survey in June 1991..
 EJ0810
 EJ0810.The geoid height was determined by GEOID03.
 EJ0810
 EJ0810.The dynamic height is computed by dividing the NAVD 88
 EJ0810.geopotential number by the normal gravity value computed on the
 EJ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0810.degrees latitude (g = 980.6199 gals.).
 EJ0810
 EJ0810.The modeled gravity was interpolated from observed gravity values.
 EJ0810
 EJ0810;                    North         East    Units  Estimated Accuracy
 EJ0810;SPC AR S     -   624,160.      314,530.      MT  (+/- 180 meters Scaled)
 EJ0810
 EJ0810                          SUPERSEDED SURVEY CONTROL
 EJ0810
 EJ0810  NGVD 29 (??/??/92)  156.823  (m)          514.51   (f) ADJ UNCH    2 0
 EJ0810
 EJ0810.Superseded values are not recommended for survey control.
 EJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0810.See file dsdata.txt to determine how the superseded data were derived.
 EJ0810
 EJ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU061380(NAD 83)
 EJ0810_MARKER: DB = BENCH MARK DISK
 EJ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0810_STAMPING: H 104 1935
 EJ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0810+STABILITY: SURFACE MOTION
 EJ0810
 EJ0810  HISTORY     - Date     Condition        Report By
 EJ0810  HISTORY     - 1935     MONUMENTED       CGS
 EJ0810  HISTORY     - 1965     GOOD             NGS
 EJ0810
 EJ0810                          STATION DESCRIPTION
 EJ0810
 EJ0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0810'9.6 MI E FROM JESSIEVILLE.
 EJ0810'IN SALINE COUNTY, 9.6 MILES EAST ALONG THE OLD SULPHUR SPRINGS ROAD
 EJ0810'FROM JESSIEVILLE, GARLAND COUNTY, 2.3 MILES EAST OF THE BEN VAUGHN
 EJ0810'HOUSE, 1/4 MILE WEST OF THE W.T. TILLERY HOUSE, 0.2 MILE SOUTHEAST OF
 EJ0810'A WHITE FRAME HOUSE, AT MIDDLE FORK SALINE RIVER, AT THE DEEP FORK
 EJ0810'CROSSING, 90 FEET NORTHWEST OF THE WATERS EDGE, AND 30 FEET SOUTHWEST
 EJ0810'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED H 104 1935
 EJ0810'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0990 ***********************************************************************
 EJ0990  DESIGNATION -  H 105
 EJ0990  PID         -  EJ0990
 EJ0990  STATE/COUNTY-  AR/GARLAND
 EJ0990  USGS QUAD   -  NIMROD SW (1968)
 EJ0990
 EJ0990                         *CURRENT SURVEY CONTROL
 EJ0990  ___________________________________________________________________
 EJ0990* NAD 83(1986)-  34 46 19.     (N)    093 09 33.     (W)     SCALED    
 EJ0990* NAVD 88     -       370.462  (meters)    1215.42   (feet)  ADJUSTED  
 EJ0990  ___________________________________________________________________
 EJ0990  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EJ0990  DYNAMIC HT  -         370.084 (meters)    1214.18  (feet)  COMP
 EJ0990  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 EJ0990
 EJ0990  VERT ORDER  -  SECOND    CLASS 0
 EJ0990
 EJ0990.The horizontal coordinates were scaled from a topographic map and have
 EJ0990.an estimated accuracy of +/- 6 seconds.
 EJ0990
 EJ0990.The orthometric height was determined by differential leveling
 EJ0990.and adjusted by the National Geodetic Survey in June 1991..
 EJ0990
 EJ0990.The geoid height was determined by GEOID03.
 EJ0990
 EJ0990.The dynamic height is computed by dividing the NAVD 88
 EJ0990.geopotential number by the normal gravity value computed on the
 EJ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0990.degrees latitude (g = 980.6199 gals.).
 EJ0990
 EJ0990.The modeled gravity was interpolated from observed gravity values.
 EJ0990
 EJ0990;                    North         East    Units  Estimated Accuracy
 EJ0990;SPC AR S     -   634,110.      293,890.      MT  (+/- 180 meters Scaled)
 EJ0990
 EJ0990                          SUPERSEDED SURVEY CONTROL
 EJ0990
 EJ0990  NGVD 29 (??/??/92)  370.428  (m)         1215.31   (f) ADJ UNCH    2 0
 EJ0990
 EJ0990.Superseded values are not recommended for survey control.
 EJ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0990.See file dsdata.txt to determine how the superseded data were derived.
 EJ0990
 EJ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU854477(NAD 83)
 EJ0990_MARKER: DB = BENCH MARK DISK
 EJ0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0990_STAMPING: H-105 1935
 EJ0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0990+STABILITY: SURFACE MOTION
 EJ0990
 EJ0990  HISTORY     - Date     Condition        Report By
 EJ0990  HISTORY     - 1935     MONUMENTED       CGS
 EJ0990  HISTORY     - 1965     GOOD             NGS
 EJ0990  HISTORY     - 19980425 GOOD             USPSQD
 EJ0990
 EJ0990                          STATION DESCRIPTION
 EJ0990
 EJ0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0990'6.8 MI N FROM JESSIEVILLE.
 EJ0990'6.8 MILES NORTH ALONG STATE HIGHWAY 7 FROM JESSIEVILLE, GARLAND
 EJ0990'COUNTY, THENCE 4.1 MILES WEST ALONG THE NORTH FORK ROAD.  700 FEET
 EJ0990'WEST OF THE JUNCTION OF A ROAD LEADING NORTH TO A FARMHOUSE, 225 FEET
 EJ0990'EAST OF THE SUMMIT OF A HILL, 22.7 FEET NORTH OF THE CENTER LINE OF
 EJ0990'THE ROAD, AND 10.8 FEET WEST OF A RAIL-FENCE CORNER.  A STANDARD DISK,
 EJ0990'STAMPED H 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0990
 EJ0990                          STATION RECOVERY (1998)
 EJ0990
 EJ0990'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0710 ***********************************************************************
 FG0710  DESIGNATION -  H 106
 FG0710  PID         -  FG0710
 FG0710  STATE/COUNTY-  AR/POPE
 FG0710  USGS QUAD   -  LOST CORNER (1980)
 FG0710
 FG0710                         *CURRENT SURVEY CONTROL
 FG0710  ___________________________________________________________________
 FG0710* NAD 83(1986)-  35 30 35.     (N)    092 51 10.     (W)     SCALED    
 FG0710* NAVD 88     -       513.247  (meters)    1683.88   (feet)  ADJUSTED  
 FG0710  ___________________________________________________________________
 FG0710  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FG0710  DYNAMIC HT  -         512.740 (meters)    1682.21  (feet)  COMP
 FG0710  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 FG0710
 FG0710  VERT ORDER  -  SECOND    CLASS 0
 FG0710
 FG0710.The horizontal coordinates were scaled from a topographic map and have
 FG0710.an estimated accuracy of +/- 6 seconds.
 FG0710
 FG0710.The orthometric height was determined by differential leveling
 FG0710.and adjusted by the National Geodetic Survey in June 1991..
 FG0710
 FG0710.The geoid height was determined by GEOID03.
 FG0710
 FG0710.The dynamic height is computed by dividing the NAVD 88
 FG0710.geopotential number by the normal gravity value computed on the
 FG0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0710.degrees latitude (g = 980.6199 gals.).
 FG0710
 FG0710.The modeled gravity was interpolated from observed gravity values.
 FG0710
 FG0710;                    North         East    Units  Estimated Accuracy
 FG0710;SPC AR N     -   130,850.      322,640.      MT  (+/- 180 meters Scaled)
 FG0710
 FG0710                          SUPERSEDED SURVEY CONTROL
 FG0710
 FG0710  NGVD 29 (??/??/92)  513.188  (m)         1683.68   (f) ADJ UNCH    2 0
 FG0710
 FG0710.Superseded values are not recommended for survey control.
 FG0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0710.See file dsdata.txt to determine how the superseded data were derived.
 FG0710
 FG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV133295(NAD 83)
 FG0710_MARKER: DB = BENCH MARK DISK
 FG0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0710_STAMPING: H 106 1935
 FG0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0710+STABILITY: SURFACE MOTION
 FG0710
 FG0710  HISTORY     - Date     Condition        Report By
 FG0710  HISTORY     - 1935     MONUMENTED       CGS
 FG0710
 FG0710                          STATION DESCRIPTION
 FG0710
 FG0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0710'5.2 MI S FROM LOST CORNER.
 FG0710'IN VAN BUREN COUNTY, 5.2 MILES SOUTH ALONG THE LOST CORNER ROAD FROM
 FG0710'THE POST OFFICE AT LOST CORNER, POPE COUNTY, 0.2 MILE SOUTHWEST OF AN
 FG0710'S CURVE, 150 FEET SOUTHWEST OF A POINT WHERE THE ROAD IS CUT ALONG A
 FG0710'STEEP HILL AT A CURVE, 52 FEET EAST OF A STONE CULVERT, 27 FEET
 FG0710'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 65 FEET EAST OF A 24-INCH OAK
 FG0710'TREE, AND 9 FEET NORTHEAST OF A BLAZED 28-INCH OAK TREE.  A STANDARD
 FG0710'DISK, STAMPED H 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0803 ***********************************************************************
 FG0803  DESIGNATION -  H 107
 FG0803  PID         -  FG0803
 FG0803  STATE/COUNTY-  AR/NEWTON
 FG0803  USGS QUAD   -  SWAIN (1978)
 FG0803
 FG0803                         *CURRENT SURVEY CONTROL
 FG0803  ___________________________________________________________________
 FG0803* NAD 83(1986)-  35 52 11.     (N)    093 19 52.     (W)     SCALED    
 FG0803* NAVD 88     -       673.647  (meters)    2210.12   (feet)  ADJUSTED  
 FG0803  ___________________________________________________________________
 FG0803  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0803  DYNAMIC HT  -         672.996 (meters)    2207.99  (feet)  COMP
 FG0803  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 FG0803
 FG0803  VERT ORDER  -  SECOND    CLASS 0
 FG0803
 FG0803.The horizontal coordinates were scaled from a topographic map and have
 FG0803.an estimated accuracy of +/- 6 seconds.
 FG0803
 FG0803.The orthometric height was determined by differential leveling
 FG0803.and adjusted by the National Geodetic Survey in June 1991..
 FG0803
 FG0803.The geoid height was determined by GEOID03.
 FG0803
 FG0803.The dynamic height is computed by dividing the NAVD 88
 FG0803.geopotential number by the normal gravity value computed on the
 FG0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0803.degrees latitude (g = 980.6199 gals.).
 FG0803
 FG0803.The modeled gravity was interpolated from observed gravity values.
 FG0803
 FG0803;                    North         East    Units  Estimated Accuracy
 FG0803;SPC AR N     -   171,260.      279,800.      MT  (+/- 180 meters Scaled)
 FG0803
 FG0803                          SUPERSEDED SURVEY CONTROL
 FG0803
 FG0803  NGVD 29 (??/??/92)  673.566  (m)         2209.86   (f) ADJ UNCH    2 0
 FG0803
 FG0803.Superseded values are not recommended for survey control.
 FG0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0803.See file dsdata.txt to determine how the superseded data were derived.
 FG0803
 FG0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV701695(NAD 83)
 FG0803_MARKER: DB = BENCH MARK DISK
 FG0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0803_STAMPING: H 107 1935
 FG0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0803+STABILITY: SURFACE MOTION
 FG0803
 FG0803  HISTORY     - Date     Condition        Report By
 FG0803  HISTORY     - 1935     MONUMENTED       CGS
 FG0803  HISTORY     - 1940     GOOD             NGS
 FG0803
 FG0803                          STATION DESCRIPTION
 FG0803
 FG0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FG0803'1.7 MI NE FROM SWAIN.
 FG0803'1.7 MILES NORTHEAST ALONG PARTHENON ROAD FROM THE SCHOOL AT SWAIN,
 FG0803'NEWTON COUNTY, 0.15 MILE SOUTH OF THE BERT SPARKS FARMHOUSE, 37 FEET
 FG0803'EAST OF THE CENTERLINE OF THE ROAD, IN A SMALL CLEARED SPACE, 57 FEET
 FG0803'EAST OF A FENCE, AND 14 FEET NORTH OF A 10-INCH OAK TREE.  A STANDARD
 FG0803'DISK, STAMPED H 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2153 ***********************************************************************
 EH2153  DESIGNATION -  H 109
 EH2153  PID         -  EH2153
 EH2153  STATE/COUNTY-  AR/LONOKE
 EH2153  USGS QUAD   -  CULLER (1982)
 EH2153
 EH2153                         *CURRENT SURVEY CONTROL
 EH2153  ___________________________________________________________________
 EH2153* NAD 83(1986)-  34 44 47.     (N)    091 45 06.     (W)     SCALED    
 EH2153* NAVD 88     -        68.526  (meters)     224.82   (feet)  ADJUSTED  
 EH2153  ___________________________________________________________________
 EH2153  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH2153  DYNAMIC HT  -          68.462 (meters)     224.61  (feet)  COMP
 EH2153  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 EH2153
 EH2153  VERT ORDER  -  FIRST     CLASS II
 EH2153
 EH2153.The horizontal coordinates were scaled from a topographic map and have
 EH2153.an estimated accuracy of +/- 6 seconds.
 EH2153
 EH2153.The orthometric height was determined by differential leveling
 EH2153.and adjusted by the National Geodetic Survey in June 1991..
 EH2153
 EH2153.The geoid height was determined by GEOID03.
 EH2153
 EH2153.The dynamic height is computed by dividing the NAVD 88
 EH2153.geopotential number by the normal gravity value computed on the
 EH2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2153.degrees latitude (g = 980.6199 gals.).
 EH2153
 EH2153.The modeled gravity was interpolated from observed gravity values.
 EH2153
 EH2153;                    North         East    Units  Estimated Accuracy
 EH2153;SPC AR S     -   630,700.      422,740.      MT  (+/- 180 meters Scaled)
 EH2153
 EH2153                          SUPERSEDED SURVEY CONTROL
 EH2153
 EH2153  NGVD 29 (??/??/??)   68.538  (m)          224.86   (f) ADJUSTED    1 2
 EH2153
 EH2153.Superseded values are not recommended for survey control.
 EH2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2153.See file dsdata.txt to determine how the superseded data were derived.
 EH2153
 EH2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU142456(NAD 83)
 EH2153_MARKER: DB = BENCH MARK DISK
 EH2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2153_STAMPING: H 109 1954
 EH2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2153+STABILITY: SURFACE MOTION
 EH2153
 EH2153  HISTORY     - Date     Condition        Report By
 EH2153  HISTORY     - 1954     MONUMENTED       CGS
 EH2153  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2153  HISTORY     - 20020606 MARK NOT FOUND   INDIV
 EH2153
 EH2153                          STATION DESCRIPTION
 EH2153
 EH2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2153'2.8 MI S FROM CARLISLE.
 EH2153'0.3 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2153'THE STATION AT CARLISLE, THENCE 2.5 MILES SOUTH ALONG STATE HIGWAY 13,
 EH2153'99 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET EAST OF A
 EH2153'FENCE CORNER, 44 FEET SOUTHEAST OF A POWER POLE, 25 FEET NORTH OF THE
 EH2153'CENTER LINE OF A DIRT ROAD LEADING EAST, 2 FEET SOUTH OF A FENCE, 1.5
 EH2153'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH2153'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH2153
 EH2153                          STATION RECOVERY (1976)
 EH2153
 EH2153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2153'MARK NOT FOUND.
 EH2153
 EH2153                          STATION RECOVERY (2002)
 EH2153
 EH2153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MSF)
 EH2153'MARK NOT FOUND. ROAD CREWS HAVE CLEANED AND WIDENED THE ROAD DITCH
 EH2153'THUS DESTROYING THE MARK,WITNESS POST AND THE MAJORITY OF THE OLD
 EH2153'FENCE. THE SEARCH WAS PREFORMED ON JUNE 6, 2002 BY LAND RESEARCH.COM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0625 ***********************************************************************
 EJ0625  DESIGNATION -  H 11
 EJ0625  PID         -  EJ0625
 EJ0625  STATE/COUNTY-  AR/JEFFERSON
 EJ0625  USGS QUAD   -  FAITH (1984)
 EJ0625
 EJ0625                         *CURRENT SURVEY CONTROL
 EJ0625  ___________________________________________________________________
 EJ0625* NAD 83(1986)-  34 06 10.     (N)    092 06 24.     (W)     SCALED    
 EJ0625* NAVD 88     -        73.457  (meters)     241.00   (feet)  ADJUSTED  
 EJ0625  ___________________________________________________________________
 EJ0625  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 EJ0625  DYNAMIC HT  -          73.385 (meters)     240.76  (feet)  COMP
 EJ0625  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 EJ0625
 EJ0625  VERT ORDER  -  SECOND    CLASS 0
 EJ0625
 EJ0625.The horizontal coordinates were scaled from a topographic map and have
 EJ0625.an estimated accuracy of +/- 6 seconds.
 EJ0625
 EJ0625.The orthometric height was determined by differential leveling
 EJ0625.and adjusted by the National Geodetic Survey in June 1991..
 EJ0625
 EJ0625.The geoid height was determined by GEOID03.
 EJ0625
 EJ0625.The dynamic height is computed by dividing the NAVD 88
 EJ0625.geopotential number by the normal gravity value computed on the
 EJ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0625.degrees latitude (g = 980.6199 gals.).
 EJ0625
 EJ0625.The modeled gravity was interpolated from observed gravity values.
 EJ0625
 EJ0625;                    North         East    Units  Estimated Accuracy
 EJ0625;SPC AR S     -   559,290.      390,160.      MT  (+/- 180 meters Scaled)
 EJ0625
 EJ0625                          SUPERSEDED SURVEY CONTROL
 EJ0625
 EJ0625  NGVD 29 (??/??/92)   73.534  (m)          241.25   (f) ADJ UNCH    2 0
 EJ0625
 EJ0625.Superseded values are not recommended for survey control.
 EJ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0625.See file dsdata.txt to determine how the superseded data were derived.
 EJ0625
 EJ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT823739(NAD 83)
 EJ0625_MARKER: DB = BENCH MARK DISK
 EJ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0625_STAMPING: 241.256 H 11 1932
 EJ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0625+STABILITY: SURFACE MOTION
 EJ0625
 EJ0625  HISTORY     - Date     Condition        Report By
 EJ0625  HISTORY     - 1932     MONUMENTED       CGS
 EJ0625  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0625
 EJ0625                          STATION DESCRIPTION
 EJ0625
 EJ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EJ0625'IN FAITH.
 EJ0625'AT FAITH, JEFFERSON COUNTY, ABOUT 75 YARDS SOUTHWEST OF THE ST. LOUIS
 EJ0625'SOUTHWESTERN RAILWAY STATION, 44 FEET NORTHEAST OF THE THIRD POLE
 EJ0625'SOUTH OF THE STATION, 60 FEET NORTHWEST OF THE CENTER LINE OF THE
 EJ0625'TRACK, AND ON THE TOP OF A SMALL KNOLL.  A STANDARD DISK, STAMPED
 EJ0625'241.256 H 11 1932 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0625
 EJ0625                          STATION RECOVERY (1962)
 EJ0625
 EJ0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1972 ***********************************************************************
 EH1972  DESIGNATION -  H 110
 EH1972  PID         -  EH1972
 EH1972  STATE/COUNTY-  AR/LONOKE
 EH1972  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1972
 EH1972                         *CURRENT SURVEY CONTROL
 EH1972  ___________________________________________________________________
 EH1972* NAD 83(1986)-  34 52 31.     (N)    091 42 36.     (W)     SCALED    
 EH1972* NAVD 88     -        67.008  (meters)     219.84   (feet)  ADJUSTED  
 EH1972  ___________________________________________________________________
 EH1972  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH1972  DYNAMIC HT  -          66.946 (meters)     219.64  (feet)  COMP
 EH1972  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 EH1972
 EH1972  VERT ORDER  -  FIRST     CLASS II
 EH1972
 EH1972.The horizontal coordinates were scaled from a topographic map and have
 EH1972.an estimated accuracy of +/- 6 seconds.
 EH1972
 EH1972.The orthometric height was determined by differential leveling
 EH1972.and adjusted by the National Geodetic Survey in June 1991..
 EH1972
 EH1972.The geoid height was determined by GEOID03.
 EH1972
 EH1972.The dynamic height is computed by dividing the NAVD 88
 EH1972.geopotential number by the normal gravity value computed on the
 EH1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1972.degrees latitude (g = 980.6199 gals.).
 EH1972
 EH1972.The modeled gravity was interpolated from observed gravity values.
 EH1972
 EH1972;                    North         East    Units  Estimated Accuracy
 EH1972;SPC AR S     -   645,010.      426,510.      MT  (+/- 180 meters Scaled)
 EH1972
 EH1972                          SUPERSEDED SURVEY CONTROL
 EH1972
 EH1972  NGVD 29 (??/??/??)   67.016  (m)          219.87   (f) ADJUSTED    1 2
 EH1972
 EH1972.Superseded values are not recommended for survey control.
 EH1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1972.See file dsdata.txt to determine how the superseded data were derived.
 EH1972
 EH1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU178599(NAD 83)
 EH1972_MARKER: DB = BENCH MARK DISK
 EH1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1972_STAMPING: H 110 1954
 EH1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1972+STABILITY: SURFACE MOTION
 EH1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1972+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH1972
 EH1972  HISTORY     - Date     Condition        Report By
 EH1972  HISTORY     - 1954     MONUMENTED       CGS
 EH1972  HISTORY     - 20030611 GOOD             USACE
 EH1972
 EH1972                          STATION DESCRIPTION
 EH1972
 EH1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1972'8.65 MI NE FROM CARLISLE.
 EH1972'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1972'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 2.85 MILES NORTHEAST
 EH1972'ALONG A CRUSHED ROCK ROAD, 0.15 MILE WEST OF A FARMHOUSE, 135 FEET
 EH1972'NORTHWEST OF THE CENTER LINE OF THE CRUSHED ROCK ROAD, 21 FEET NORTH
 EH1972'OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 24 FEET EAST OF A
 EH1972'LONE 8 INCH OAK TREE, 2.2 FEET SOUTH OF A FENCE, 3 FEET WEST OF A
 EH1972'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 EH1972'FOOT ABOVE THE GROUND.
 EH1972
 EH1972                          STATION RECOVERY (2003)
 EH1972
 EH1972'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1879 ***********************************************************************
 EH1879  DESIGNATION -  H 111
 EH1879  PID         -  EH1879
 EH1879  STATE/COUNTY-  AR/LONOKE
 EH1879  USGS QUAD   -  OAK GROVE (1982)
 EH1879
 EH1879                         *CURRENT SURVEY CONTROL
 EH1879  ___________________________________________________________________
 EH1879* NAD 83(1986)-  34 59 15.     (N)    091 56 39.     (W)     SCALED    
 EH1879* NAVD 88     -        77.134  (meters)     253.06   (feet)  ADJUSTED  
 EH1879  ___________________________________________________________________
 EH1879  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EH1879  DYNAMIC HT  -          77.063 (meters)     252.83  (feet)  COMP
 EH1879  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 EH1879
 EH1879  VERT ORDER  -  FIRST     CLASS II
 EH1879
 EH1879.The horizontal coordinates were scaled from a topographic map and have
 EH1879.an estimated accuracy of +/- 6 seconds.
 EH1879
 EH1879.The orthometric height was determined by differential leveling
 EH1879.and adjusted by the National Geodetic Survey in June 1991..
 EH1879
 EH1879.The geoid height was determined by GEOID03.
 EH1879
 EH1879.The dynamic height is computed by dividing the NAVD 88
 EH1879.geopotential number by the normal gravity value computed on the
 EH1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1879.degrees latitude (g = 980.6199 gals.).
 EH1879
 EH1879.The modeled gravity was interpolated from observed gravity values.
 EH1879
 EH1879;                    North         East    Units  Estimated Accuracy
 EH1879;SPC AR S     -   657,430.      405,100.      MT  (+/- 180 meters Scaled)
 EH1879
 EH1879                          SUPERSEDED SURVEY CONTROL
 EH1879
 EH1879  NGVD 29 (??/??/??)   77.132  (m)          253.06   (f) ADJUSTED    1 2
 EH1879
 EH1879.Superseded values are not recommended for survey control.
 EH1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1879.See file dsdata.txt to determine how the superseded data were derived.
 EH1879
 EH1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU963721(NAD 83)
 EH1879_MARKER: DB = BENCH MARK DISK
 EH1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1879_STAMPING: H 111 1955
 EH1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1879+STABILITY: SURFACE MOTION
 EH1879
 EH1879  HISTORY     - Date     Condition        Report By
 EH1879  HISTORY     - 1955     MONUMENTED       CGS
 EH1879  HISTORY     - 20020329 MARK NOT FOUND   USACE
 EH1879
 EH1879                          STATION DESCRIPTION
 EH1879
 EH1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1879'2.8 MI E FROM AUSTIN.
 EH1879'1.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 EH1879'AUSTIN, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 38, 0.25 MILE EAST OF
 EH1879'A CONCRETE BRIDGE, 96 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33
 EH1879'FEET NORTH OF THE CENTER LINE OF AN OLD ROAD, 15 FEET SOUTHEAST OF A
 EH1879'12 INCH FORKED HICKORY TREE, 2.5 FEET SOUTH OF A FENCE, 2 FEET WEST OF
 EH1879'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 EH1879'FOOT ABOVE THE GROUND.
 EH1879
 EH1879                          STATION RECOVERY (2002)
 EH1879
 EH1879'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1604 ***********************************************************************
 EH1604  DESIGNATION -  H 112
 EH1604  PID         -  EH1604
 EH1604  STATE/COUNTY-  AR/JEFFERSON
 EH1604  USGS QUAD   -  CADES (1975)
 EH1604
 EH1604                         *CURRENT SURVEY CONTROL
 EH1604  ___________________________________________________________________
 EH1604* NAD 83(1986)-  34 06 26.     (N)    091 34 08.     (W)     SCALED    
 EH1604* NAVD 88     -        55.739  (meters)     182.87   (feet)  ADJUSTED  
 EH1604  ___________________________________________________________________
 EH1604  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EH1604  DYNAMIC HT  -          55.685 (meters)     182.69  (feet)  COMP
 EH1604  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 EH1604
 EH1604  VERT ORDER  -  FIRST     CLASS II
 EH1604
 EH1604.The horizontal coordinates were scaled from a topographic map and have
 EH1604.an estimated accuracy of +/- 6 seconds.
 EH1604
 EH1604.The orthometric height was determined by differential leveling
 EH1604.and adjusted by the National Geodetic Survey in August 1993..
 EH1604
 EH1604.The geoid height was determined by GEOID03.
 EH1604
 EH1604.The dynamic height is computed by dividing the NAVD 88
 EH1604.geopotential number by the normal gravity value computed on the
 EH1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1604.degrees latitude (g = 980.6199 gals.).
 EH1604
 EH1604.The modeled gravity was interpolated from observed gravity values.
 EH1604
 EH1604;                    North         East    Units  Estimated Accuracy
 EH1604;SPC AR S     -   559,860.      439,780.      MT  (+/- 180 meters Scaled)
 EH1604
 EH1604                          SUPERSEDED SURVEY CONTROL
 EH1604
 EH1604  NAVD 88 (06/15/91)   55.774  (m)          182.99   (f) UNKNOWN     1 2
 EH1604  NGVD 29 (??/??/??)   55.827  (m)          183.16   (f) ADJUSTED    1 2
 EH1604
 EH1604.Superseded values are not recommended for survey control.
 EH1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1604.See file dsdata.txt to determine how the superseded data were derived.
 EH1604
 EH1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT319749(NAD 83)
 EH1604_MARKER: DB = BENCH MARK DISK
 EH1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1604_STAMPING: H 112 1954
 EH1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1604+STABILITY: SURFACE MOTION
 EH1604
 EH1604  HISTORY     - Date     Condition        Report By
 EH1604  HISTORY     - 1954     MONUMENTED       CGS
 EH1604  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1604
 EH1604                          STATION DESCRIPTION
 EH1604
 EH1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1604'5.0 MI SE FROM REYDEL.
 EH1604'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1604'THENCE 1.8 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 EH1604'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTHEAST ALONG A
 EH1604'GRADED DIRT ROAD, THENCE 0.8 MILE EAST ALONG A ROAD WHICH RUNS ALONG
 EH1604'THE TOP OF A LEVEE, THENCE 0.5 MILE SOUTHWEST ALONG A ROAD LEADING TO
 EH1604'THE RIVER, AT THE NORTHEAST EDGE OF A CLEARING, ON THE NORTH BANK OF
 EH1604'THE ARKANSAS RIVER, 44 FEET WEST OF AN OLD BRICK FOUNDATION, 46 FEET
 EH1604'NORTH OF THE EDGE OF THE RIVER BANK, 30 FEET SOUTHWEST OF A 36 INCH
 EH1604'TRIANGULAR BLAZED MULBERRY TREE, 2 FEET WEST OF A WITNESS POST, SET IN
 EH1604'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 EH1604
 EH1604                          STATION RECOVERY (2003)
 EH1604
 EH1604'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2331 ***********************************************************************
 EH2331  DESIGNATION -  H 113
 EH2331  PID         -  EH2331
 EH2331  STATE/COUNTY-  AR/ARKANSAS
 EH2331  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2331
 EH2331                         *CURRENT SURVEY CONTROL
 EH2331  ___________________________________________________________________
 EH2331* NAD 83(1986)-  34 28 45.     (N)    091 33 12.     (W)     SCALED    
 EH2331* NAVD 88     -        65.752  (meters)     215.72   (feet)  ADJUSTED  
 EH2331  ___________________________________________________________________
 EH2331  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2331  DYNAMIC HT  -          65.690 (meters)     215.52  (feet)  COMP
 EH2331  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 EH2331
 EH2331  VERT ORDER  -  FIRST     CLASS II
 EH2331
 EH2331.The horizontal coordinates were scaled from a topographic map and have
 EH2331.an estimated accuracy of +/- 6 seconds.
 EH2331
 EH2331.The orthometric height was determined by differential leveling
 EH2331.and adjusted by the National Geodetic Survey in August 1993..
 EH2331
 EH2331.The geoid height was determined by GEOID03.
 EH2331
 EH2331.The dynamic height is computed by dividing the NAVD 88
 EH2331.geopotential number by the normal gravity value computed on the
 EH2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2331.degrees latitude (g = 980.6199 gals.).
 EH2331
 EH2331.The modeled gravity was interpolated from observed gravity values.
 EH2331
 EH2331;                    North         East    Units  Estimated Accuracy
 EH2331;SPC AR S     -   601,120.      441,030.      MT  (+/- 180 meters Scaled)
 EH2331
 EH2331                          SUPERSEDED SURVEY CONTROL
 EH2331
 EH2331  NGVD 29 (??/??/??)   65.789  (m)          215.84   (f) ADJUSTED    1 2
 EH2331
 EH2331.Superseded values are not recommended for survey control.
 EH2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2331.See file dsdata.txt to determine how the superseded data were derived.
 EH2331
 EH2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU328162(NAD 83)
 EH2331_MARKER: DB = BENCH MARK DISK
 EH2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2331_STAMPING: H 113 1954
 EH2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2331+STABILITY: SURFACE MOTION
 EH2331
 EH2331  HISTORY     - Date     Condition        Report By
 EH2331  HISTORY     - 1954     MONUMENTED       CGS
 EH2331  HISTORY     - 20020405 MARK NOT FOUND   USACE
 EH2331
 EH2331                          STATION DESCRIPTION
 EH2331
 EH2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2331'0.5 MI S FROM STUTTGART.
 EH2331'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH2331'MEMORIAL HOSPITAL AT STUTTGART, 40 FEET WEST OF THE CENTER LINE OF THE
 EH2331'HIGHWAY, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT A CURVE
 EH2331'IN THE HIGHWAY, AT A JUNCTION WITH A PAVED ROAD LEEDING WEST, 5 FEET
 EH2331'SOUTHWEST OF A FIRE HYDRANT, 2 FEET NORTHEAST OF A WITNESS POST, SET
 EH2331'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 EH2331'GROUND.
 EH2331
 EH2331                          STATION RECOVERY (2002)
 EH2331
 EH2331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2373 ***********************************************************************
 EH2373  DESIGNATION -  H 114
 EH2373  PID         -  EH2373
 EH2373  STATE/COUNTY-  AR/PRAIRIE
 EH2373  USGS QUAD   -  SLOVAK (1994)
 EH2373
 EH2373                         *CURRENT SURVEY CONTROL
 EH2373  ___________________________________________________________________
 EH2373* NAD 83(1986)-  34 41 55.     (N)    091 35 43.     (W)     SCALED    
 EH2373* NAVD 88     -        65.125  (meters)     213.66   (feet)  ADJUSTED  
 EH2373  ___________________________________________________________________
 EH2373  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH2373  DYNAMIC HT  -          65.063 (meters)     213.46  (feet)  COMP
 EH2373  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 EH2373
 EH2373  VERT ORDER  -  FIRST     CLASS II
 EH2373
 EH2373.The horizontal coordinates were scaled from a topographic map and have
 EH2373.an estimated accuracy of +/- 6 seconds.
 EH2373
 EH2373.The orthometric height was determined by differential leveling
 EH2373.and adjusted by the National Geodetic Survey in June 1991..
 EH2373
 EH2373.The geoid height was determined by GEOID03.
 EH2373
 EH2373.The dynamic height is computed by dividing the NAVD 88
 EH2373.geopotential number by the normal gravity value computed on the
 EH2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2373.degrees latitude (g = 980.6199 gals.).
 EH2373
 EH2373.The modeled gravity was interpolated from observed gravity values.
 EH2373
 EH2373;                    North         East    Units  Estimated Accuracy
 EH2373;SPC AR S     -   625,450.      437,080.      MT  (+/- 180 meters Scaled)
 EH2373
 EH2373                          SUPERSEDED SURVEY CONTROL
 EH2373
 EH2373  NGVD 29 (??/??/??)   65.144  (m)          213.73   (f) ADJUSTED    1 2
 EH2373
 EH2373.Superseded values are not recommended for survey control.
 EH2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2373.See file dsdata.txt to determine how the superseded data were derived.
 EH2373
 EH2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU286405(NAD 83)
 EH2373_MARKER: DB = BENCH MARK DISK
 EH2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2373_STAMPING: H 114 1954
 EH2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2373+STABILITY: SURFACE MOTION
 EH2373
 EH2373  HISTORY     - Date     Condition        Report By
 EH2373  HISTORY     - 1954     MONUMENTED       CGS
 EH2373  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2373
 EH2373                          STATION DESCRIPTION
 EH2373
 EH2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2373'4.7 MI N FROM SLOVAC.
 EH2373'1.0 MILE WEST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL AT
 EH2373'SLOVAC, THENCE 3.7 MILES NORTH ALONG A GRAVELED ROAD, 23 FEET EAST OF
 EH2373'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 20 FEET SOUTH OF THE
 EH2373'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 7 FEET NORTH OF A POWER
 EH2373'POLE, 2 FEET SOUTH OF A WITNESS POST, 1.2 MILES SOUTH OF BENCH MARK 26
 EH2373'W (U.S.G.S.), SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 EH2373'FOOT ABOVE GHE GROUND.
 EH2373
 EH2373                          STATION RECOVERY (2003)
 EH2373
 EH2373'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1409 ***********************************************************************
 EH1409  DESIGNATION -  H 115
 EH1409  PID         -  EH1409
 EH1409  STATE/COUNTY-  AR/ARKANSAS
 EH1409  USGS QUAD   -  ALMYRA (1968)
 EH1409
 EH1409                         *CURRENT SURVEY CONTROL
 EH1409  ___________________________________________________________________
 EH1409* NAD 83(1986)-  34 24 56.     (N)    091 27 53.     (W)     SCALED    
 EH1409* NAVD 88     -        63.823  (meters)     209.39   (feet)  ADJUSTED  
 EH1409  ___________________________________________________________________
 EH1409  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH1409  DYNAMIC HT  -          63.761 (meters)     209.19  (feet)  COMP
 EH1409  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 EH1409
 EH1409  VERT ORDER  -  FIRST     CLASS II
 EH1409
 EH1409.This mark is at Almyra Airport (M73)
 EH1409
 EH1409.The horizontal coordinates were scaled from a topographic map and have
 EH1409.an estimated accuracy of +/- 6 seconds.
 EH1409
 EH1409.The orthometric height was determined by differential leveling
 EH1409.and adjusted by the National Geodetic Survey in August 1993..
 EH1409
 EH1409.The geoid height was determined by GEOID03.
 EH1409
 EH1409.The dynamic height is computed by dividing the NAVD 88
 EH1409.geopotential number by the normal gravity value computed on the
 EH1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1409.degrees latitude (g = 980.6199 gals.).
 EH1409
 EH1409.The modeled gravity was interpolated from observed gravity values.
 EH1409
 EH1409;                    North         East    Units  Estimated Accuracy
 EH1409;SPC AR S     -   594,100.      449,210.      MT  (+/- 180 meters Scaled)
 EH1409
 EH1409                          SUPERSEDED SURVEY CONTROL
 EH1409
 EH1409  NAVD 88 (06/15/91)   63.874  (m)          209.56   (f) UNKNOWN     1 2
 EH1409  NGVD 29 (??/??/??)   63.879  (m)          209.58   (f) ADJUSTED    1 2
 EH1409
 EH1409.Superseded values are not recommended for survey control.
 EH1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1409.See file dsdata.txt to determine how the superseded data were derived.
 EH1409
 EH1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU410093(NAD 83)
 EH1409_MARKER: DB = BENCH MARK DISK
 EH1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1409_STAMPING: H 115 1954
 EH1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1409+STABILITY: SURFACE MOTION
 EH1409
 EH1409  HISTORY     - Date     Condition        Report By
 EH1409  HISTORY     - 1954     MONUMENTED       CGS
 EH1409  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1409
 EH1409                          STATION DESCRIPTION
 EH1409
 EH1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1409'3.9 MI W FROM ALMYRA.
 EH1409'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1409'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 30, THENCE 2.8 MILES WEST
 EH1409'ALONG A GRAVELED ROAD, 2 FEET WEST OF THE SOUTHWEST CORNER OF THE
 EH1409'SOUTH HANGAR AT THE ALMYRA AIRPORT, SET IN THE TOP OF A CONCRETE POST
 EH1409'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EH1409
 EH1409                          STATION RECOVERY (1965)
 EH1409
 EH1409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EH1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1510 ***********************************************************************
 EH1510  DESIGNATION -  H 117
 EH1510  PID         -  EH1510
 EH1510  STATE/COUNTY-  AR/ARKANSAS
 EH1510  USGS QUAD   -  GILLETT (1972)
 EH1510
 EH1510                         *CURRENT SURVEY CONTROL
 EH1510  ___________________________________________________________________
 EH1510* NAD 83(1986)-  34 03 45.     (N)    091 25 28.     (W)     SCALED    
 EH1510* NAVD 88     -        51.115  (meters)     167.70   (feet)  ADJUSTED  
 EH1510  ___________________________________________________________________
 EH1510  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EH1510  DYNAMIC HT  -          51.065 (meters)     167.54  (feet)  COMP
 EH1510  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 EH1510
 EH1510  VERT ORDER  -  FIRST     CLASS II
 EH1510
 EH1510.The horizontal coordinates were scaled from a topographic map and have
 EH1510.an estimated accuracy of +/- 6 seconds.
 EH1510
 EH1510.The orthometric height was determined by differential leveling
 EH1510.and adjusted by the National Geodetic Survey in August 1993..
 EH1510
 EH1510.The geoid height was determined by GEOID03.
 EH1510
 EH1510.The dynamic height is computed by dividing the NAVD 88
 EH1510.geopotential number by the normal gravity value computed on the
 EH1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1510.degrees latitude (g = 980.6199 gals.).
 EH1510
 EH1510.The modeled gravity was interpolated from observed gravity values.
 EH1510
 EH1510;                    North         East    Units  Estimated Accuracy
 EH1510;SPC AR S     -   554,960.      453,130.      MT  (+/- 180 meters Scaled)
 EH1510
 EH1510                          SUPERSEDED SURVEY CONTROL
 EH1510
 EH1510  NGVD 29 (??/??/??)   51.242  (m)          168.12   (f) ADJUSTED    1 2
 EH1510
 EH1510.Superseded values are not recommended for survey control.
 EH1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1510.See file dsdata.txt to determine how the superseded data were derived.
 EH1510
 EH1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT453702(NAD 83)
 EH1510_MARKER: DB = BENCH MARK DISK
 EH1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1510_STAMPING: H 117 1955
 EH1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1510+STABILITY: SURFACE MOTION
 EH1510
 EH1510  HISTORY     - Date     Condition        Report By
 EH1510  HISTORY     - 1955     MONUMENTED       CGS
 EH1510  HISTORY     - 1972     MARK NOT FOUND   USGS
 EH1510
 EH1510                          STATION DESCRIPTION
 EH1510
 EH1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1510'7.9 MI SW FROM GILLETT.
 EH1510'4.2 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1510'SOUTHWESTERN RAILROAD STATION AT GILLETT, THENCE 0.5 MILE WEST ALONG A
 EH1510'GRADED DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD,
 EH1510'THENCE 0.4 MILE WEST ALONG A PRIVATE ROAD, THENCE 2.2 MILES NORTHWEST
 EH1510'ALONG A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, 113 FEET NORTHEAST
 EH1510'OF THE CENTER LINE OF THE LEVEE, 14 FEET WEST OF A 24 INCH TRIANGULAR
 EH1510'BLAZED OAK TREE, 17 FEET SOUTHEAST OF A 24 INCH TRIANGULAR BLAZED OAK
 EH1510'TREE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH1510'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1510
 EH1510                          STATION RECOVERY (1972)
 EH1510
 EH1510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0858 ***********************************************************************
 DK0858  DESIGNATION -  H 118
 DK0858  PID         -  DK0858
 DK0858  STATE/COUNTY-  AR/DESHA
 DK0858  USGS QUAD   -  WATSON (1969)
 DK0858
 DK0858                         *CURRENT SURVEY CONTROL
 DK0858  ___________________________________________________________________
 DK0858* NAD 83(1986)-  33 55 35.     (N)    091 21 02.     (W)     SCALED    
 DK0858* NAVD 88     -        46.750  (meters)     153.38   (feet)  ADJUSTED  
 DK0858  ___________________________________________________________________
 DK0858  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DK0858  DYNAMIC HT  -          46.704 (meters)     153.23  (feet)  COMP
 DK0858  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 DK0858
 DK0858  VERT ORDER  -  FIRST     CLASS II
 DK0858
 DK0858.The horizontal coordinates were scaled from a topographic map and have
 DK0858.an estimated accuracy of +/- 6 seconds.
 DK0858
 DK0858.The orthometric height was determined by differential leveling
 DK0858.and adjusted by the National Geodetic Survey in June 1991..
 DK0858
 DK0858.The geoid height was determined by GEOID03.
 DK0858
 DK0858.The dynamic height is computed by dividing the NAVD 88
 DK0858.geopotential number by the normal gravity value computed on the
 DK0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0858.degrees latitude (g = 980.6199 gals.).
 DK0858
 DK0858.The modeled gravity was interpolated from observed gravity values.
 DK0858
 DK0858;                    North         East    Units  Estimated Accuracy
 DK0858;SPC AR S     -   539,910.      460,050.      MT  (+/- 180 meters Scaled)
 DK0858
 DK0858                          SUPERSEDED SURVEY CONTROL
 DK0858
 DK0858  NGVD 29 (??/??/??)   46.818  (m)          153.60   (f) ADJUSTED    1 2
 DK0858
 DK0858.Superseded values are not recommended for survey control.
 DK0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0858.See file dsdata.txt to determine how the superseded data were derived.
 DK0858
 DK0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT524552(NAD 83)
 DK0858_MARKER: DB = BENCH MARK DISK
 DK0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0858_SP_SET: CULVERT
 DK0858_STAMPING: H 118 1955
 DK0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0858+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DK0858
 DK0858  HISTORY     - Date     Condition        Report By
 DK0858  HISTORY     - 1955     MONUMENTED       CGS
 DK0858  HISTORY     - 1976     GOOD             NGS
 DK0858  HISTORY     - 20030806 GOOD             USACE
 DK0858
 DK0858                          STATION DESCRIPTION
 DK0858
 DK0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0858'6.55 MI W FROM WATSON.
 DK0858'6.55 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 DK0858'RAILROAD STATION AT WATSON, 0.1 MILE WEST OF A CURVE IN THE HIGHWAY,
 DK0858'23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 DK0858'CENTER OF THE SOUTH CONCRETE HEADWALL OF A TWIN 36 INCH PIPE CULVERT.
 DK0858
 DK0858                          STATION RECOVERY (1976)
 DK0858
 DK0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0858'RECOVERED IN GOOD CONDITION.
 DK0858
 DK0858                          STATION RECOVERY (2003)
 DK0858
 DK0858'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JAH)
 DK0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0583 ***********************************************************************
 DL0583  DESIGNATION -  H 119
 DL0583  PID         -  DL0583
 DL0583  STATE/COUNTY-  AR/LAFAYETTE
 DL0583  USGS QUAD   -  BUSSEY (1960)
 DL0583
 DL0583                         *CURRENT SURVEY CONTROL
 DL0583  ___________________________________________________________________
 DL0583* NAD 83(1986)-  33 14 35.     (N)    093 29 13.     (W)     SCALED    
 DL0583* NAVD 88     -        82.542  (meters)     270.81   (feet)  ADJUSTED  
 DL0583  ___________________________________________________________________
 DL0583  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DL0583  DYNAMIC HT  -          82.453 (meters)     270.51  (feet)  COMP
 DL0583  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 DL0583
 DL0583  VERT ORDER  -  SECOND    CLASS 0
 DL0583
 DL0583.The horizontal coordinates were scaled from a topographic map and have
 DL0583.an estimated accuracy of +/- 6 seconds.
 DL0583
 DL0583.The orthometric height was determined by differential leveling
 DL0583.and adjusted by the National Geodetic Survey in June 1991..
 DL0583
 DL0583.The geoid height was determined by GEOID03.
 DL0583
 DL0583.The dynamic height is computed by dividing the NAVD 88
 DL0583.geopotential number by the normal gravity value computed on the
 DL0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0583.degrees latitude (g = 980.6199 gals.).
 DL0583
 DL0583.The modeled gravity was interpolated from observed gravity values.
 DL0583
 DL0583;                    North         East    Units  Estimated Accuracy
 DL0583;SPC AR S     -   464,940.      261,430.      MT  (+/- 180 meters Scaled)
 DL0583
 DL0583                          SUPERSEDED SURVEY CONTROL
 DL0583
 DL0583  NGVD 29 (??/??/92)   82.587  (m)          270.95   (f) ADJ UNCH    2 0
 DL0583
 DL0583.Superseded values are not recommended for survey control.
 DL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0583.See file dsdata.txt to determine how the superseded data were derived.
 DL0583
 DL0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS546783(NAD 83)
 DL0583_MARKER: DB = BENCH MARK DISK
 DL0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0583_STAMPING: H 119 1934
 DL0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0583+STABILITY: SURFACE MOTION
 DL0583
 DL0583  HISTORY     - Date     Condition        Report By
 DL0583  HISTORY     - 1934     MONUMENTED       CGS
 DL0583  HISTORY     - 1958     GOOD             USGS
 DL0583  HISTORY     - 1966     POOR             USGS
 DL0583
 DL0583                          STATION DESCRIPTION
 DL0583
 DL0583'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DL0583'1.8 MI S FROM MCKAMIE.
 DL0583'1.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0583'STATION AT MCKAMIE.  LAFAYETTE COUNTY, 217 FEET NORTH AND 49 FEET WEST
 DL0583'OF MILEPOST 31.  54 FT. WEST OF THE TRACK.  20 FT. WEST OF A POLE AND
 DL0583'2 FT. EAST OF A FENCE.  SET IN THE TOP OF A CONCRETE POST. NOTE-- MARK
 DL0583'FOUND LEANING SLIGHTLY AND A LITTLE LOOSE.
 DL0583
 DL0583                          STATION RECOVERY (1966)
 DL0583
 DL0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DL0583'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0187 ***********************************************************************
 DL0187  DESIGNATION -  H 12 RESET
 DL0187  PID         -  DL0187
 DL0187  STATE/COUNTY-  AR/ASHLEY
 DL0187  USGS QUAD   -  MARAIS SALINE (1981)
 DL0187
 DL0187                         *CURRENT SURVEY CONTROL
 DL0187  ___________________________________________________________________
 DL0187* NAD 83(1986)-  33 09 06.     (N)    092 05 28.     (W)     SCALED    
 DL0187* NAVD 88     -        28.41   (meters)      93.2    (feet)  RESET     
 DL0187  ___________________________________________________________________
 DL0187  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DL0187
 DL0187  VERT ORDER  -  THIRD
 DL0187
 DL0187.The horizontal coordinates were scaled from a topographic map and have
 DL0187.an estimated accuracy of +/- 6 seconds.
 DL0187
 DL0187.The orthometric height was computed from unverified reset data.
 DL0187.No vertical observational check was made to the station.
 DL0187
 DL0187.The geoid height was determined by GEOID03.
 DL0187
 DL0187;                    North         East    Units  Estimated Accuracy
 DL0187;SPC AR S     -   453,800.      391,500.      MT  (+/- 180 meters Scaled)
 DL0187
 DL0187                          SUPERSEDED SURVEY CONTROL
 DL0187
 DL0187  NGVD 29 (??/??/??)   28.46   (m)           93.4    (f) RESET       3  
 DL0187
 DL0187.Superseded values are not recommended for survey control.
 DL0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0187.See file dsdata.txt to determine how the superseded data were derived.
 DL0187
 DL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS847684(NAD 83)
 DL0187_MARKER: DB = BENCH MARK DISK
 DL0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0187_SP_SET: ABUTMENT
 DL0187_STAMPING: H 12 RESET 1962
 DL0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0187
 DL0187  HISTORY     - Date     Condition        Report By
 DL0187  HISTORY     - 1962     MONUMENTED       CGS
 DL0187
 DL0187                          STATION DESCRIPTION
 DL0187
 DL0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DL0187'9.15 MI W FROM CROSSETT.
 DL0187'LOCATED 8.25 MILES WEST ALONG U.S. HIGHWAY 82 FROM CROSSETT, ASHLEY
 DL0187'COUNTY, 0.9 MILE EAST OF THE OUACHITA RIVER, IN THE NORTHEAST CORNER
 DL0187'OF THE BRIDGE OVER THE OUACHITA RELIEF, 1 FOOT WEST OF THE EAST END OF
 DL0187'THE BRIDGE, AND SET IN THE NORTHEAST ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0634 ***********************************************************************
 DL0634  DESIGNATION -  H 120
 DL0634  PID         -  DL0634
 DL0634  STATE/COUNTY-  AR/COLUMBIA
 DL0634  USGS QUAD   -  MAGNOLIA (1968)
 DL0634
 DL0634                         *CURRENT SURVEY CONTROL
 DL0634  ___________________________________________________________________
 DL0634* NAD 83(1986)-  33 16 00.     (N)    093 14 27.     (W)     SCALED    
 DL0634* NAVD 88     -       105.564  (meters)     346.34   (feet)  ADJUSTED  
 DL0634  ___________________________________________________________________
 DL0634  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DL0634  DYNAMIC HT  -         105.451 (meters)     345.97  (feet)  COMP
 DL0634  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 DL0634
 DL0634  VERT ORDER  -  SECOND    CLASS 0
 DL0634
 DL0634.The horizontal coordinates were scaled from a topographic map and have
 DL0634.an estimated accuracy of +/- 6 seconds.
 DL0634
 DL0634.The orthometric height was determined by differential leveling
 DL0634.and adjusted by the National Geodetic Survey in June 1991..
 DL0634
 DL0634.The geoid height was determined by GEOID03.
 DL0634
 DL0634.The dynamic height is computed by dividing the NAVD 88
 DL0634.geopotential number by the normal gravity value computed on the
 DL0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0634.degrees latitude (g = 980.6199 gals.).
 DL0634
 DL0634.The modeled gravity was interpolated from observed gravity values.
 DL0634
 DL0634;                    North         East    Units  Estimated Accuracy
 DL0634;SPC AR S     -   467,250.      284,390.      MT  (+/- 180 meters Scaled)
 DL0634
 DL0634                          SUPERSEDED SURVEY CONTROL
 DL0634
 DL0634  NGVD 29 (??/??/92)  105.603  (m)          346.47   (f) ADJ UNCH    2 0
 DL0634
 DL0634.Superseded values are not recommended for survey control.
 DL0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0634.See file dsdata.txt to determine how the superseded data were derived.
 DL0634
 DL0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS775808(NAD 83)
 DL0634_MARKER: DB = BENCH MARK DISK
 DL0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0634_SP_SET: FOUNDATION
 DL0634_STAMPING: H 120 1934
 DL0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0634
 DL0634  HISTORY     - Date     Condition        Report By
 DL0634  HISTORY     - 1934     MONUMENTED       CGS
 DL0634  HISTORY     - 1960     GOOD             NGS
 DL0634  HISTORY     - 19850621 GOOD             USGS
 DL0634
 DL0634                          STATION DESCRIPTION
 DL0634
 DL0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0634'IN MAGNOLIA.
 DL0634'AT MAGNOLIA, 0.25 MILE EAST OF THE LOUISIANA AND NORTH WEST RAILROAD
 DL0634'STATION, AT THE SOUTHWEST CORNER OF THE COLUMBIA COUNTY COURTHOUSE SET
 DL0634'VERTICALLY IN THE SECOND TIER OF STONE ABOVE THE CONCRETE FOUNDATION
 DL0634'IN THE WEST FACE OF THE BUILDING, 38 FEET SOUTH OF THE CENTER OF THE
 DL0634'WEST ENTRANCE, 1.8 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 DL0634'AND ABOUT 2 FEET ABOVE THE GROUND.
 DL0634
 DL0634                          STATION RECOVERY (1985)
 DL0634
 DL0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RVP)
 DL0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0262 ***********************************************************************
 DL0262  DESIGNATION -  H 121
 DL0262  PID         -  DL0262
 DL0262  STATE/COUNTY-  AR/COLUMBIA
 DL0262  USGS QUAD   -  MARYSVILLE (1985)
 DL0262
 DL0262                         *CURRENT SURVEY CONTROL
 DL0262  ___________________________________________________________________
 DL0262* NAD 83(1986)-  33 14 48.     (N)    092 59 18.     (W)     SCALED    
 DL0262* NAVD 88     -        89.437  (meters)     293.43   (feet)  ADJUSTED  
 DL0262  ___________________________________________________________________
 DL0262  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL0262  DYNAMIC HT  -          89.341 (meters)     293.11  (feet)  COMP
 DL0262  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 DL0262
 DL0262  VERT ORDER  -  SECOND    CLASS 0
 DL0262
 DL0262.The horizontal coordinates were scaled from a topographic map and have
 DL0262.an estimated accuracy of +/- 6 seconds.
 DL0262
 DL0262.The orthometric height was determined by differential leveling
 DL0262.and adjusted by the National Geodetic Survey in June 1991..
 DL0262
 DL0262.The geoid height was determined by GEOID03.
 DL0262
 DL0262.The dynamic height is computed by dividing the NAVD 88
 DL0262.geopotential number by the normal gravity value computed on the
 DL0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0262.degrees latitude (g = 980.6199 gals.).
 DL0262
 DL0262.The modeled gravity was interpolated from observed gravity values.
 DL0262
 DL0262;                    North         East    Units  Estimated Accuracy
 DL0262;SPC AR S     -   464,780.      307,900.      MT  (+/- 180 meters Scaled)
 DL0262
 DL0262                          SUPERSEDED SURVEY CONTROL
 DL0262
 DL0262  NGVD 29 (??/??/92)   89.484  (m)          293.58   (f) ADJ UNCH    2 0
 DL0262
 DL0262.Superseded values are not recommended for survey control.
 DL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0262.See file dsdata.txt to determine how the superseded data were derived.
 DL0262
 DL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS010786(NAD 83)
 DL0262_MARKER: DB = BENCH MARK DISK
 DL0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0262_STAMPING: H 121 1934
 DL0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0262+STABILITY: SURFACE MOTION
 DL0262
 DL0262  HISTORY     - Date     Condition        Report By
 DL0262  HISTORY     - 1934     MONUMENTED       CGS
 DL0262  HISTORY     - 1964     GOOD             NGS
 DL0262
 DL0262                          STATION DESCRIPTION
 DL0262
 DL0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0262'4.3 MI E FROM VILLAGE.
 DL0262'MARK RECOVERED 4.3 MILES EAST ALONG A SURFACED ROAD (OLD U.S. 82) FROM
 DL0262'CROSSROADS AT VILLAGE, 0.4 MILE WEST OF THE COLUMBIA-UNION COUNTY
 DL0262'LINE, 46 FEET SOUTH OF CENTERLINE OF SURFACED ROAD AND 25 FEET
 DL0262'NORTHEAST OF CENTERLINE OF AN OLD ABANDONED ROAD LEADING SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0273 ***********************************************************************
 DL0273  DESIGNATION -  H 122
 DL0273  PID         -  DL0273
 DL0273  STATE/COUNTY-  AR/UNION
 DL0273  USGS QUAD   -  CALION (1978)
 DL0273
 DL0273                         *CURRENT SURVEY CONTROL
 DL0273  ___________________________________________________________________
 DL0273* NAD 83(1986)-  33 19 02.     (N)    092 31 10.     (W)     SCALED    
 DL0273* NAVD 88     -        30.866  (meters)     101.27   (feet)  ADJUSTED  
 DL0273  ___________________________________________________________________
 DL0273  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0273  DYNAMIC HT  -          30.834 (meters)     101.16  (feet)  COMP
 DL0273  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 DL0273
 DL0273  VERT ORDER  -  SECOND    CLASS 0
 DL0273
 DL0273.The horizontal coordinates were scaled from a topographic map and have
 DL0273.an estimated accuracy of +/- 6 seconds.
 DL0273
 DL0273.The orthometric height was determined by differential leveling
 DL0273.and adjusted by the National Geodetic Survey in June 1991..
 DL0273
 DL0273.The geoid height was determined by GEOID03.
 DL0273
 DL0273.The dynamic height is computed by dividing the NAVD 88
 DL0273.geopotential number by the normal gravity value computed on the
 DL0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0273.degrees latitude (g = 980.6199 gals.).
 DL0273
 DL0273.The modeled gravity was interpolated from observed gravity values.
 DL0273
 DL0273;                    North         East    Units  Estimated Accuracy
 DL0273;SPC AR S     -   472,280.      351,630.      MT  (+/- 180 meters Scaled)
 DL0273
 DL0273                          SUPERSEDED SURVEY CONTROL
 DL0273
 DL0273  NGVD 29 (??/??/92)   30.907  (m)          101.40   (f) ADJ UNCH    2 0
 DL0273
 DL0273.Superseded values are not recommended for survey control.
 DL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0273.See file dsdata.txt to determine how the superseded data were derived.
 DL0273
 DL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS447865(NAD 83)
 DL0273_MARKER: DB = BENCH MARK DISK
 DL0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0273_STAMPING: H 122 1934
 DL0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0273+STABILITY: SURFACE MOTION
 DL0273
 DL0273  HISTORY     - Date     Condition        Report By
 DL0273  HISTORY     - 1934     MONUMENTED       CGS
 DL0273  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0273
 DL0273                          STATION DESCRIPTION
 DL0273
 DL0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0273'2.1 MI E FROM CALION.
 DL0273'ABOUT 2.1 MILES EAST ALONG THE OUACHITA RIVER FROM CALION, UNION
 DL0273'COUNTY, ABOUT 400 YARDS UPSTREAM FROM OLD CHAMPAGNOLLE LANDING, ABOUT
 DL0273'850 FEET EAST OF A ROAD BRIDGE OVER A SLOUGH, ABOUT 300 FEET SOUTH OF
 DL0273'THE SOUTH BANK OF THE RIVER, ABOUT 60 FEET NORTHWEST OF THE FOOT OF A
 DL0273'SLOPE, ABOUT 125 FEET NORTHEAST OF A FRAME HOUSE, ABOUT 95 FEET
 DL0273'SOUTHWEST OF ANOTHER FRAME HOUSE, AND ABOUT 105 FEET EAST OF A 20-INCH
 DL0273'PINE TREE.  A STANDARD DISK, STAMPED H 122 1934 AND SET IN THE TOP OF
 DL0273'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1564 ***********************************************************************
 EH1564  DESIGNATION -  H 124
 EH1564  PID         -  EH1564
 EH1564  STATE/COUNTY-  AR/JEFFERSON
 EH1564  USGS QUAD   -  LADD (1975)
 EH1564
 EH1564                         *CURRENT SURVEY CONTROL
 EH1564  ___________________________________________________________________
 EH1564* NAD 83(1986)-  34 11 37.     (N)    091 55 18.     (W)     SCALED    
 EH1564* NAVD 88     -        61.635  (meters)     202.21   (feet)  ADJUSTED  
 EH1564  ___________________________________________________________________
 EH1564  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH1564  DYNAMIC HT  -          61.576 (meters)     202.02  (feet)  COMP
 EH1564  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 EH1564
 EH1564  VERT ORDER  -  FIRST     CLASS II
 EH1564
 EH1564.The horizontal coordinates were scaled from a topographic map and have
 EH1564.an estimated accuracy of +/- 6 seconds.
 EH1564
 EH1564.The orthometric height was determined by differential leveling
 EH1564.and adjusted by the National Geodetic Survey in June 1991..
 EH1564.WARNING-Repeat measurements at this control monument indicate possible
 EH1564.vertical movement.
 EH1564
 EH1564.The geoid height was determined by GEOID03.
 EH1564
 EH1564.The dynamic height is computed by dividing the NAVD 88
 EH1564.geopotential number by the normal gravity value computed on the
 EH1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1564.degrees latitude (g = 980.6199 gals.).
 EH1564
 EH1564.The modeled gravity was interpolated from observed gravity values.
 EH1564
 EH1564;                    North         East    Units  Estimated Accuracy
 EH1564;SPC AR S     -   569,360.      407,220.      MT  (+/- 180 meters Scaled)
 EH1564
 EH1564                          SUPERSEDED SURVEY CONTROL
 EH1564
 EH1564  NGVD 29 (??/??/??)   61.825  (m)          202.84   (f) ADJUSTED    1 2
 EH1564
 EH1564.Superseded values are not recommended for survey control.
 EH1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1564.See file dsdata.txt to determine how the superseded data were derived.
 EH1564
 EH1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT993841(NAD 83)
 EH1564_MARKER: DB = BENCH MARK DISK
 EH1564_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1564_STAMPING: H 124 1957
 EH1564_MARK LOGO: CGS   
 EH1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1564+STABILITY: SURFACE MOTION
 EH1564
 EH1564  HISTORY     - Date     Condition        Report By
 EH1564  HISTORY     - 1957     MONUMENTED       CGS
 EH1564  HISTORY     - 1984     GOOD             NGS
 EH1564  HISTORY     - 1988     GOOD             USPSQD
 EH1564  HISTORY     - 1989     GOOD             USPSQD
 EH1564  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EH1564  HISTORY     - 1990     GOOD             USPSQD
 EH1564
 EH1564                          STATION DESCRIPTION
 EH1564
 EH1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH1564'6.1 MI SE FROM PINE BLUFF.
 EH1564'6.1 MILES SE OF THE CITY OF PINE BLUFF, ABOUT 200 FEET SOUTH OF THE
 EH1564'JUNCTION OF HIGHWAYS US 65 AND STATE 81.  MARK IS SET IN THE SOUTH END
 EH1564'OF THE WEST HEAD WALL OF A CULVERT UNDER STATE HIGHWAY NO. 81.  A
 EH1564'STANDARD DISK STAMPED H 124 1957.
 EH1564
 EH1564                          STATION RECOVERY (1984)
 EH1564
 EH1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1564'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 EH1564'(0.1 MI) SOUTH ALONG ALABAMA STREET FROM THE UNION STATION RESTAURANT
 EH1564'(OLD UNION STATION) IN PINE BLUFF, THENCE 1.1 KM (0.7 MI) EAST ALONG
 EH1564'SIXTH STREET, THENCE 1.2 KM (0.75 MI) SOUTH ALONG OHIO STREET, THENCE
 EH1564'7.8 KM (4.85 MI) SOUTHEAST ALONG EAST HARDING STREET (U.S. HIGHWAY 65
 EH1564'BUSINESS), THENCE 0.1 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 81, SET
 EH1564'IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 EH1564'HIGHWAY, 11.27 METERS (37.0 FT) WEST OF THE CENTER LINE OF STATE
 EH1564'HIGHWAY 81, 10.05 METERS (33.0 FT) NORTH-NORTHEAST OF A POWER LINE
 EH1564'POLE WITH A SMALL TRANSFORMER, AND 0.3 METER (1.0 FT) NORTH OF THE
 EH1564'SOUTH END OF THE WEST HEADWALL.
 EH1564'THE MARK IS 0.57 METERS  N FROM A WITNESS POST.
 EH1564'THE MARK IS 0.2 M BELOW HIGHWAY 81.
 EH1564
 EH1564                          STATION RECOVERY (1988)
 EH1564
 EH1564'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH1564'RECOVERED IN GOOD CONDITION.
 EH1564
 EH1564                          STATION RECOVERY (1989)
 EH1564
 EH1564'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH1564'RECOVERED IN GOOD CONDITION.
 EH1564
 EH1564                          STATION RECOVERY (1989)
 EH1564
 EH1564'RECOVERY NOTE BY US POWER SQUADRON 1989 (DAR)
 EH1564'MARK NOT FOUND.
 EH1564
 EH1564                          STATION RECOVERY (1990)
 EH1564
 EH1564'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0689 ***********************************************************************
 FG0689  DESIGNATION -  H 125
 FG0689  PID         -  FG0689
 FG0689  STATE/COUNTY-  AR/VAN BUREN
 FG0689  USGS QUAD   -  ALREAD (1965)
 FG0689
 FG0689                         *CURRENT SURVEY CONTROL
 FG0689  ___________________________________________________________________
 FG0689* NAD 83(1986)-  35 38 00.     (N)    092 42 00.     (W)     SCALED    
 FG0689* NAVD 88     -       492.007  (meters)    1614.19   (feet)  ADJUSTED  
 FG0689  ___________________________________________________________________
 FG0689  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0689  DYNAMIC HT  -         491.532 (meters)    1612.63  (feet)  COMP
 FG0689  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FG0689
 FG0689  VERT ORDER  -  SECOND    CLASS 0
 FG0689
 FG0689.The horizontal coordinates were scaled from a topographic map and have
 FG0689.an estimated accuracy of +/- 6 seconds.
 FG0689
 FG0689.The orthometric height was determined by differential leveling
 FG0689.and adjusted by the National Geodetic Survey in June 1991..
 FG0689
 FG0689.The geoid height was determined by GEOID03.
 FG0689
 FG0689.The dynamic height is computed by dividing the NAVD 88
 FG0689.geopotential number by the normal gravity value computed on the
 FG0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0689.degrees latitude (g = 980.6199 gals.).
 FG0689
 FG0689.The modeled gravity was interpolated from observed gravity values.
 FG0689
 FG0689;                    North         East    Units  Estimated Accuracy
 FG0689;SPC AR N     -   144,450.      336,600.      MT  (+/- 180 meters Scaled)
 FG0689
 FG0689                          SUPERSEDED SURVEY CONTROL
 FG0689
 FG0689  NGVD 29 (??/??/92)  491.930  (m)         1613.94   (f) ADJ UNCH    2 0
 FG0689
 FG0689.Superseded values are not recommended for survey control.
 FG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0689.See file dsdata.txt to determine how the superseded data were derived.
 FG0689
 FG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV271433(NAD 83)
 FG0689_MARKER: DB = BENCH MARK DISK
 FG0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0689_STAMPING: H 125 1935
 FG0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0689+STABILITY: SURFACE MOTION
 FG0689
 FG0689  HISTORY     - Date     Condition        Report By
 FG0689  HISTORY     - 1935     MONUMENTED       CGS
 FG0689  HISTORY     - 1963     POOR             NGS
 FG0689
 FG0689                          STATION DESCRIPTION
 FG0689
 FG0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0689'12.6 MI N FROM SCOTLAND.
 FG0689'12.6 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0689'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 0.3 MILE WEST OF THE POST
 FG0689'OFFICE AT RUPERT, 360 FEET NORTHWEST OF THE SCOTT MCCUTCHEON LOG
 FG0689'HOUSE, IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD ON THE DEWY JONES
 FG0689'FARM, 26 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 16, 6 FEET
 FG0689'SOUTHEAST OF A FENCE CORNER, AND 5 FEET SOUTH OF A FENCE.  A STANDARD
 FG0689'DISK, STAMPED H 125 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FG0689'BRASS PLATE HAS BEEN MUTILATED SO THAT LETTER H IN DESIGNATION HAS
 FG0689'BEEN MADE TO APPEAR AS A LETTER P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0759 ***********************************************************************
 FG0759  DESIGNATION -  H 126
 FG0759  PID         -  FG0759
 FG0759  STATE/COUNTY-  AR/POPE
 FG0759  USGS QUAD   -  SIMPSON (1980)
 FG0759
 FG0759                         *CURRENT SURVEY CONTROL
 FG0759  ___________________________________________________________________
 FG0759* NAD 83(1986)-  35 33 50.     (N)    093 04 01.     (W)     SCALED    
 FG0759* NAVD 88     -       401.018  (meters)    1315.67   (feet)  ADJUSTED  
 FG0759  ___________________________________________________________________
 FG0759  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FG0759  DYNAMIC HT  -         400.633 (meters)    1314.41  (feet)  COMP
 FG0759  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 FG0759
 FG0759  VERT ORDER  -  SECOND    CLASS 0
 FG0759
 FG0759.The horizontal coordinates were scaled from a topographic map and have
 FG0759.an estimated accuracy of +/- 6 seconds.
 FG0759
 FG0759.The orthometric height was determined by differential leveling
 FG0759.and adjusted by the National Geodetic Survey in June 1991..
 FG0759
 FG0759.The geoid height was determined by GEOID03.
 FG0759
 FG0759.The dynamic height is computed by dividing the NAVD 88
 FG0759.geopotential number by the normal gravity value computed on the
 FG0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0759.degrees latitude (g = 980.6199 gals.).
 FG0759
 FG0759.The modeled gravity was interpolated from observed gravity values.
 FG0759
 FG0759;                    North         East    Units  Estimated Accuracy
 FG0759;SPC AR N     -   137,040.      303,280.      MT  (+/- 180 meters Scaled)
 FG0759
 FG0759                          SUPERSEDED SURVEY CONTROL
 FG0759
 FG0759  NGVD 29 (??/??/92)  400.967  (m)         1315.51   (f) ADJ UNCH    2 0
 FG0759
 FG0759.Superseded values are not recommended for survey control.
 FG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0759.See file dsdata.txt to determine how the superseded data were derived.
 FG0759
 FG0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV939355(NAD 83)
 FG0759_MARKER: DB = BENCH MARK DISK
 FG0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0759_STAMPING: H 126 1935
 FG0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0759+STABILITY: SURFACE MOTION
 FG0759
 FG0759  HISTORY     - Date     Condition        Report By
 FG0759  HISTORY     - 1935     MONUMENTED       CGS
 FG0759  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0759
 FG0759                          STATION DESCRIPTION
 FG0759
 FG0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0759'3.2 MI NW FROM TAG.
 FG0759'3.2 MILES NORTHWEST ALONG THE ROAD LEADING TO STATE HIGHWAY 7 FROM THE
 FG0759'POST OFFICE AT TAG, POPE COUNTY, AT THE JUNCTION OF STATE HIGHWAY 7,
 FG0759'225 FEET SOUTHEAST OF A FRAME HOUSE, 33 FEET EAST OF THE CENTERLINE OF
 FG0759'THE ROAD, AND 13 FEET WEST OF A BLAZED 20-INCH PINE TREE, AND 30 FEET
 FG0759'NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H
 FG0759'126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0759
 FG0759                          STATION RECOVERY (1976)
 FG0759
 FG0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1050 ***********************************************************************
 FG1050  DESIGNATION -  H 127
 FG1050  PID         -  FG1050
 FG1050  STATE/COUNTY-  AR/JOHNSON
 FG1050  USGS QUAD   -  KNOXVILLE (1993)
 FG1050
 FG1050                         *CURRENT SURVEY CONTROL
 FG1050  ___________________________________________________________________
 FG1050* NAD 83(1986)-  35 25 26.     (N)    093 20 59.     (W)     SCALED    
 FG1050* NAVD 88     -       113.756  (meters)     373.21   (feet)  POSTED    
 FG1050  ___________________________________________________________________
 FG1050  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FG1050  DYNAMIC HT  -         113.650 (meters)     372.87  (feet)  COMP
 FG1050  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 FG1050
 FG1050  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG1050
 FG1050.The horizontal coordinates were scaled from a topographic map and have
 FG1050.an estimated accuracy of +/- 6 seconds.
 FG1050
 FG1050.The orthometric height was determined by differential leveling
 FG1050.and adjusted by the National Geodetic Survey in 1992..
 FG1050.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG1050.rate of 2.1 thru 3.0 mm/km.
 FG1050
 FG1050.The geoid height was determined by GEOID03.
 FG1050
 FG1050.The dynamic height is computed by dividing the NAVD 88
 FG1050.geopotential number by the normal gravity value computed on the
 FG1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1050.degrees latitude (g = 980.6199 gals.).
 FG1050
 FG1050.The modeled gravity was interpolated from observed gravity values.
 FG1050
 FG1050;                    North         East    Units  Estimated Accuracy
 FG1050;SPC AR N     -   121,830.      277,440.      MT  (+/- 180 meters Scaled)
 FG1050
 FG1050                          SUPERSEDED SURVEY CONTROL
 FG1050
 FG1050  NGVD 29 (??/??/92)  113.737  (m)          373.15   (f) ADJ UNCH    2 0
 FG1050
 FG1050.Superseded values are not recommended for survey control.
 FG1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1050.See file dsdata.txt to determine how the superseded data were derived.
 FG1050
 FG1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV682201(NAD 83)
 FG1050_MARKER: DB = BENCH MARK DISK
 FG1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1050_STAMPING: H-127 1935
 FG1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1050+STABILITY: SURFACE MOTION
 FG1050
 FG1050  HISTORY     - Date     Condition        Report By
 FG1050  HISTORY     - 1935     MONUMENTED       CGS
 FG1050  HISTORY     - 1960     MARK NOT FOUND   USGS
 FG1050  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1050
 FG1050                          STATION DESCRIPTION
 FG1050
 FG1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1050'2.5 MI NE FROM LAMAR.
 FG1050'2.5 MILES NORTHEAST OF, ALONG LAMAR-DOVER ROAD, FROM THE MISSOURI
 FG1050'PACIFIC RR. STATION.  AT ROAD FORK AT BOTTOM OF HILL. ABOUT 3 MILE
 FG1050'SOUTHEAST OF LARGE THREE STORY HOUSE AT TOP OF SMALL HILL. 48.6 FEET
 FG1050'SOUTH OF A SMALL WOODEN BRIDGE OVER DRAINAGE DITCH. 46 FEET SOUTHWEST
 FG1050'OF CENTERLINE OF LAMAR-DOVER ROAD. 25 FEET SOUTHEAST OF CENTERLINE OF
 FG1050'ROAD LEADING SOUTH AROUND FOOT OF HILL. TABLET SET IN PRECAST CONCRETE
 FG1050'POST.
 FG1050
 FG1050                          STATION RECOVERY (1960)
 FG1050
 FG1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FG1050'MARK NOT FOUND.
 FG1050
 FG1050                          STATION RECOVERY (1984)
 FG1050
 FG1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0873 ***********************************************************************
 FG0873  DESIGNATION -  H 128
 FG0873  PID         -  FG0873
 FG0873  STATE/COUNTY-  AR/JOHNSON
 FG0873  USGS QUAD   -  ROSETTA (1980)
 FG0873
 FG0873                         *CURRENT SURVEY CONTROL
 FG0873  ___________________________________________________________________
 FG0873* NAD 83(1986)-  35 39 46.     (N)    093 16 08.     (W)     SCALED    
 FG0873* NAVD 88     -       306.923  (meters)    1006.96   (feet)  ADJUSTED  
 FG0873  ___________________________________________________________________
 FG0873  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FG0873  DYNAMIC HT  -         306.633 (meters)    1006.01  (feet)  COMP
 FG0873  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 FG0873
 FG0873  VERT ORDER  -  SECOND    CLASS 0
 FG0873
 FG0873.The horizontal coordinates were scaled from a topographic map and have
 FG0873.an estimated accuracy of +/- 6 seconds.
 FG0873
 FG0873.The orthometric height was determined by differential leveling
 FG0873.and adjusted by the National Geodetic Survey in June 1991..
 FG0873
 FG0873.The geoid height was determined by GEOID03.
 FG0873
 FG0873.The dynamic height is computed by dividing the NAVD 88
 FG0873.geopotential number by the normal gravity value computed on the
 FG0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0873.degrees latitude (g = 980.6199 gals.).
 FG0873
 FG0873.The modeled gravity was interpolated from observed gravity values.
 FG0873
 FG0873;                    North         East    Units  Estimated Accuracy
 FG0873;SPC AR N     -   148,230.      285,120.      MT  (+/- 180 meters Scaled)
 FG0873
 FG0873                          SUPERSEDED SURVEY CONTROL
 FG0873
 FG0873  NGVD 29 (??/??/92)  306.868  (m)         1006.78   (f) ADJ UNCH    2 0
 FG0873
 FG0873.Superseded values are not recommended for survey control.
 FG0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0873.See file dsdata.txt to determine how the superseded data were derived.
 FG0873
 FG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV756465(NAD 83)
 FG0873_MARKER: DB = BENCH MARK DISK
 FG0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0873_STAMPING: H-128 1935
 FG0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0873+STABILITY: SURFACE MOTION
 FG0873
 FG0873  HISTORY     - Date     Condition        Report By
 FG0873  HISTORY     - 1935     MONUMENTED       CGS
 FG0873
 FG0873                          STATION DESCRIPTION
 FG0873
 FG0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0873'2.4 MI S FROM FT. DOUGLAS.
 FG0873'2.4 MILES SOUTH OF, ALONG ST. HWY. 123, FROM POST OFFICE.  OPPOSITE
 FG0873'DIM ROAD LEADING NORTH.  ABOUT .6 MILE SOUTH OF FORD ACROSS HAW CREEK.
 FG0873'ABOUT .2 MILE NORTHEAST OF POINT WHERE HIGHWAY LEAVES EDGE OF HAW
 FG0873'CREEK.  52 FEET NORTHEAST OF ROCK CULVERT.  36 FEET SOUTHEAST OF
 FG0873'CENTERLINE OF ST. HWY. 123.  16.4 FEET SOUTHEAST OF OAK TREE 1 FT. IN
 FG0873'DIAMETER, SUPPORTING TELEPHONE WIRE.  TABLET SET IN PRECAST CONCRETE
 FG0873'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0987 ***********************************************************************
 DK0987  DESIGNATION -  H 13
 DK0987  PID         -  DK0987
 DK0987  STATE/COUNTY-  AR/CHICOT
 DK0987  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0987
 DK0987                         *CURRENT SURVEY CONTROL
 DK0987  ___________________________________________________________________
 DK0987* NAD 83(1986)-  33 31 45.     (N)    091 25 59.     (W)     SCALED    
 DK0987* NAVD 88     -        44.552  (meters)     146.17   (feet)  ADJUSTED  
 DK0987  ___________________________________________________________________
 DK0987  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK0987  DYNAMIC HT  -          44.506 (meters)     146.02  (feet)  COMP
 DK0987  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 DK0987
 DK0987  VERT ORDER  -  FIRST     CLASS II
 DK0987
 DK0987.The horizontal coordinates were scaled from a topographic map and have
 DK0987.an estimated accuracy of +/- 6 seconds.
 DK0987
 DK0987.The orthometric height was determined by differential leveling
 DK0987.and adjusted by the National Geodetic Survey in June 1991..
 DK0987
 DK0987.The geoid height was determined by GEOID03.
 DK0987
 DK0987.The dynamic height is computed by dividing the NAVD 88
 DK0987.geopotential number by the normal gravity value computed on the
 DK0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0987.degrees latitude (g = 980.6199 gals.).
 DK0987
 DK0987.The modeled gravity was interpolated from observed gravity values.
 DK0987
 DK0987;                    North         East    Units  Estimated Accuracy
 DK0987;SPC AR S     -   495,810.      452,660.      MT  (+/- 180 meters Scaled)
 DK0987
 DK0987                          SUPERSEDED SURVEY CONTROL
 DK0987
 DK0987  NGVD 29 (??/??/??)   44.667  (m)          146.54   (f) ADJUSTED    1 2
 DK0987
 DK0987.Superseded values are not recommended for survey control.
 DK0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0987.See file dsdata.txt to determine how the superseded data were derived.
 DK0987
 DK0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT455110(NAD 83)
 DK0987_MARKER: DB = BENCH MARK DISK
 DK0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0987_SP_SET: PILASTER
 DK0987_STAMPING: H-13 1932
 DK0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0987
 DK0987  HISTORY     - Date     Condition        Report By
 DK0987  HISTORY     - 1932     MONUMENTED       CGS
 DK0987  HISTORY     - 1935     GOOD             CGS
 DK0987  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 DK0987
 DK0987                          STATION DESCRIPTION
 DK0987
 DK0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0987'IN DERMOTT.
 DK0987'IN THE TOWN OF DERMOTT, AT EXCHANGE BANK AND TRUST CO., 5 FEET ABOVE
 DK0987'LEVEL OF CONCRETE SIDEWALK.  .7 FT. EAST OF NORTHWEST CORNER OF
 DK0987'BUILDING.  BRONZE TABLET SET VERTICALLY IN NORTH FACE OF NORTHWEST
 DK0987'BRICK PILASTER TO EXCHANGE BANK AND TRUST CO. BUILDING.
 DK0987
 DK0987                          STATION RECOVERY (1948)
 DK0987
 DK0987'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 DK0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0988 ***********************************************************************
 DK0988  DESIGNATION -  H 13 RESET
 DK0988  PID         -  DK0988
 DK0988  STATE/COUNTY-  AR/CHICOT
 DK0988  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0988
 DK0988                         *CURRENT SURVEY CONTROL
 DK0988  ___________________________________________________________________
 DK0988* NAD 83(1986)-  33 31 45.     (N)    091 25 59.     (W)     SCALED    
 DK0988* NAVD 88     -        44.55   (+/-2cm)     146.2    (feet)  VERTCON   
 DK0988  ___________________________________________________________________
 DK0988  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK0988
 DK0988  VERT ORDER  -  ? (See Below)
 DK0988
 DK0988.The horizontal coordinates were scaled from a topographic map and have
 DK0988.an estimated accuracy of +/- 6 seconds.
 DK0988
 DK0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0988.The vertical order pertains to the NGVD 29 superseded value.
 DK0988
 DK0988.The geoid height was determined by GEOID03.
 DK0988
 DK0988;                    North         East    Units  Estimated Accuracy
 DK0988;SPC AR S     -   495,810.      452,660.      MT  (+/- 180 meters Scaled)
 DK0988
 DK0988                          SUPERSEDED SURVEY CONTROL
 DK0988
 DK0988  NGVD 29 (??/??/??)   44.667  (m)          146.54   (f) ADJUSTED    ?  
 DK0988
 DK0988.Superseded values are not recommended for survey control.
 DK0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0988.See file dsdata.txt to determine how the superseded data were derived.
 DK0988
 DK0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT455110(NAD 83)
 DK0988_MARKER: DB = BENCH MARK DISK
 DK0988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0988_SP_SET: BUILDING
 DK0988_STAMPING: H 13 RESET 1948
 DK0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0988
 DK0988  HISTORY     - Date     Condition        Report By
 DK0988  HISTORY     - 1948     MONUMENTED       CGS
 DK0988
 DK0988                          STATION DESCRIPTION
 DK0988
 DK0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DK0988'IN DERMOTT.
 DK0988'AT DERMOTT, CHICOT COUNTY, IN THE NORTH WALL OF THE DERMOTT STATE
 DK0988'BANK, 10.8 FEET EAST OF THE NORTHWEST CORNER, AND ABOUT 5 FEET HIGHER
 DK0988'THAN THE SIDEWALK.  A STANDARD DISK, STAMPED H 13 RESET 1948 AND SET
 DK0988'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0148 ***********************************************************************
 GF0148  DESIGNATION -  H 130
 GF0148  PID         -  GF0148
 GF0148  STATE/COUNTY-  AR/NEWTON
 GF0148  USGS QUAD   -  WESTERN GROVE (1975)
 GF0148
 GF0148                         *CURRENT SURVEY CONTROL
 GF0148  ___________________________________________________________________
 GF0148* NAD 83(1986)-  36 04 59.     (N)    092 58 55.     (W)     SCALED    
 GF0148* NAVD 88     -       321.973  (meters)    1056.34   (feet)  ADJUSTED  
 GF0148  ___________________________________________________________________
 GF0148  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0148  DYNAMIC HT  -         321.681 (meters)    1055.38  (feet)  COMP
 GF0148  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GF0148
 GF0148  VERT ORDER  -  SECOND    CLASS 0
 GF0148
 GF0148.The horizontal coordinates were scaled from a topographic map and have
 GF0148.an estimated accuracy of +/- 6 seconds.
 GF0148
 GF0148.The orthometric height was determined by differential leveling
 GF0148.and adjusted by the National Geodetic Survey in June 1991..
 GF0148
 GF0148.The geoid height was determined by GEOID03.
 GF0148
 GF0148.The dynamic height is computed by dividing the NAVD 88
 GF0148.geopotential number by the normal gravity value computed on the
 GF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0148.degrees latitude (g = 980.6199 gals.).
 GF0148
 GF0148.The modeled gravity was interpolated from observed gravity values.
 GF0148
 GF0148;                    North         East    Units  Estimated Accuracy
 GF0148;SPC AR N     -   194,560.      311,560.      MT  (+/- 180 meters Scaled)
 GF0148
 GF0148                          SUPERSEDED SURVEY CONTROL
 GF0148
 GF0148  NGVD 29 (??/??/92)  321.854  (m)         1055.95   (f) ADJ UNCH    2 0
 GF0148
 GF0148.Superseded values are not recommended for survey control.
 GF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0148.See file dsdata.txt to determine how the superseded data were derived.
 GF0148
 GF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV016931(NAD 83)
 GF0148_MARKER: DB = BENCH MARK DISK
 GF0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0148_STAMPING: H 130 1935
 GF0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0148+STABILITY: SURFACE MOTION
 GF0148
 GF0148  HISTORY     - Date     Condition        Report By
 GF0148  HISTORY     - 1935     MONUMENTED       CGS
 GF0148
 GF0148                          STATION DESCRIPTION
 GF0148
 GF0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0148'1.9 MI NE FROM YARDELLE.
 GF0148'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 103 FROM THE JUNCTION
 GF0148'OF THE JASPER ROAD AT YARDELLE, NEWTON COUNTY, AT A CURVE, AT
 GF0148'THE EAST END OF A LANE, 35 FEET SOUTHEAST OF THE CENTERLINE
 GF0148'OF THE HIGHWAY, 30 FEET SOUTH OF A POLE, 18 FEET NORTHWEST OF
 GF0148'A FENCE AND 9 FEET SOUTHWEST OF THE CENTER OF A GATE.  A STANDARD
 GF0148'DISK, STAMPED H 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1451 ***********************************************************************
 EJ1451  DESIGNATION -  H 131
 EJ1451  PID         -  EJ1451
 EJ1451  STATE/COUNTY-  AR/MONTGOMERY
 EJ1451  USGS QUAD   -  POLK CREEK MTN (1980)
 EJ1451
 EJ1451                         *CURRENT SURVEY CONTROL
 EJ1451  ___________________________________________________________________
 EJ1451* NAD 83(1986)-  34 27 17.     (N)    093 46 23.     (W)     SCALED    
 EJ1451* NAVD 88     -       248.557  (meters)     815.47   (feet)  ADJUSTED  
 EJ1451  ___________________________________________________________________
 EJ1451  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 EJ1451  DYNAMIC HT  -         248.302 (meters)     814.64  (feet)  COMP
 EJ1451  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 EJ1451
 EJ1451  VERT ORDER  -  SECOND    CLASS 0
 EJ1451
 EJ1451.The horizontal coordinates were scaled from a topographic map and have
 EJ1451.an estimated accuracy of +/- 6 seconds.
 EJ1451
 EJ1451.The orthometric height was determined by differential leveling
 EJ1451.and adjusted by the National Geodetic Survey in June 1991..
 EJ1451
 EJ1451.The geoid height was determined by GEOID03.
 EJ1451
 EJ1451.The dynamic height is computed by dividing the NAVD 88
 EJ1451.geopotential number by the normal gravity value computed on the
 EJ1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1451.degrees latitude (g = 980.6199 gals.).
 EJ1451
 EJ1451.The modeled gravity was interpolated from observed gravity values.
 EJ1451
 EJ1451;                    North         East    Units  Estimated Accuracy
 EJ1451;SPC AR S     -   599,730.      237,090.      MT  (+/- 180 meters Scaled)
 EJ1451
 EJ1451                          SUPERSEDED SURVEY CONTROL
 EJ1451
 EJ1451  NGVD 29 (??/??/92)  248.505  (m)          815.30   (f) ADJ UNCH    2 0
 EJ1451
 EJ1451.Superseded values are not recommended for survey control.
 EJ1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1451.See file dsdata.txt to determine how the superseded data were derived.
 EJ1451
 EJ1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU289128(NAD 83)
 EJ1451_MARKER: DB = BENCH MARK DISK
 EJ1451_SETTING: 0 = UNSPECIFIED SETTING
 EJ1451_STAMPING: H-131 1935
 EJ1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1451
 EJ1451  HISTORY     - Date     Condition        Report By
 EJ1451  HISTORY     - 1935     MONUMENTED       CGS
 EJ1451  HISTORY     - 1961     GOOD             NGS
 EJ1451
 EJ1451                          STATION DESCRIPTION
 EJ1451
 EJ1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1451'6.7 MI W FROM NORMAN.
 EJ1451'6.7 MILES WEST OF, ALONG ST. HWY. 8, FROM M.P. RY STATION.  6.6 MILES
 EJ1451'EAST OF J. M. COXS RESIDENCE AT SLATINGTON.  ABOUT 4.1 MILES WEST OF
 EJ1451'BLACK SPRINGS, AT JUNCTION OF THE BEECH CREEK ROAD.  IN TOP OF THE
 EJ1451'NORTHWEST WINGWALL OF CONCRETE HIGHWAY BRIDGE OVER BEECH CREEK (F.A.P
 EJ1451'326 B).  .3 FT. NORTHWEST OF THE WEST END OF THE NORTH GUARD RAIL.
 EJ1451
 EJ1451                          STATION RECOVERY (1961)
 EJ1451
 EJ1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0208 ***********************************************************************
 EK0208  DESIGNATION -  H 132
 EK0208  PID         -  EK0208
 EK0208  STATE/COUNTY-  AR/POLK
 EK0208  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0208
 EK0208                         *CURRENT SURVEY CONTROL
 EK0208  ___________________________________________________________________
 EK0208* NAD 83(1986)-  34 22 06.     (N)    094 10 13.     (W)     SCALED    
 EK0208* NAVD 88     -       326.385  (meters)    1070.81   (feet)  ADJUSTED  
 EK0208  ___________________________________________________________________
 EK0208  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EK0208  DYNAMIC HT  -         326.046 (meters)    1069.70  (feet)  COMP
 EK0208  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 EK0208
 EK0208  VERT ORDER  -  SECOND    CLASS 0
 EK0208
 EK0208.The horizontal coordinates were scaled from a topographic map and have
 EK0208.an estimated accuracy of +/- 6 seconds.
 EK0208
 EK0208.The orthometric height was determined by differential leveling
 EK0208.and adjusted by the National Geodetic Survey in June 1991..
 EK0208
 EK0208.The geoid height was determined by GEOID03.
 EK0208
 EK0208.The dynamic height is computed by dividing the NAVD 88
 EK0208.geopotential number by the normal gravity value computed on the
 EK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0208.degrees latitude (g = 980.6199 gals.).
 EK0208
 EK0208.The modeled gravity was interpolated from observed gravity values.
 EK0208
 EK0208;                    North         East    Units  Estimated Accuracy
 EK0208;SPC AR S     -   590,850.      200,400.      MT  (+/- 180 meters Scaled)
 EK0208
 EK0208                          SUPERSEDED SURVEY CONTROL
 EK0208
 EK0208  NGVD 29 (??/??/92)  326.327  (m)         1070.62   (f) ADJ UNCH    2 0
 EK0208
 EK0208.Superseded values are not recommended for survey control.
 EK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0208.See file dsdata.txt to determine how the superseded data were derived.
 EK0208
 EK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU923036(NAD 83)
 EK0208_MARKER: DB = BENCH MARK DISK
 EK0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0208_STAMPING: H-132 1935
 EK0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0208+STABILITY: SURFACE MOTION
 EK0208
 EK0208  HISTORY     - Date     Condition        Report By
 EK0208  HISTORY     - 1935     MONUMENTED       CGS
 EK0208  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0208
 EK0208                          STATION DESCRIPTION
 EK0208
 EK0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0208'IN HARTLEY.
 EK0208'IN THE TOWN, ALONG THE VANDERVOORT-ATHENS ROAD, AT JUNCTION OF
 EK0208'THE BAKER SPRINGS ROAD, ABOUT 220 FEET EAST OF J.M. WATKINS
 EK0208'FARMHOUSE, ABOUT 120 FEET EAST OF INTERSECTION OF CENTERLINES
 EK0208'OF ROADS, ABOUT 135 FEET EAST OF T.B.M., 23.4 FEET NORTH OF
 EK0208'THE VANDERVOORT-ATHENS ROAD CENTERLINE, 1 FT. SOUTH OF
 EK0208'PROPERTY-LINE FENCE.  TABLET SET IN TOP OF PRECAST CONCRETE POST.
 EK0208
 EK0208                          STATION RECOVERY (1961)
 EK0208
 EK0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0081 ***********************************************************************
 EK0081  DESIGNATION -  H 133
 EK0081  PID         -  EK0081
 EK0081  STATE/COUNTY-  AR/POLK
 EK0081  USGS QUAD   -  BOARD CAMP (1975)
 EK0081
 EK0081                         *CURRENT SURVEY CONTROL
 EK0081  ___________________________________________________________________
 EK0081* NAD 83(1986)-  34 32 22.     (N)    094 03 22.     (W)     SCALED    
 EK0081* NAVD 88     -       278.721  (meters)     914.44   (feet)  ADJUSTED  
 EK0081  ___________________________________________________________________
 EK0081  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EK0081  DYNAMIC HT  -         278.427 (meters)     913.47  (feet)  COMP
 EK0081  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 EK0081
 EK0081  VERT ORDER  -  SECOND    CLASS 0
 EK0081
 EK0081.The horizontal coordinates were scaled from a topographic map and have
 EK0081.an estimated accuracy of +/- 6 seconds.
 EK0081
 EK0081.The orthometric height was determined by differential leveling
 EK0081.and adjusted by the National Geodetic Survey in June 1991..
 EK0081
 EK0081.The geoid height was determined by GEOID03.
 EK0081
 EK0081.The dynamic height is computed by dividing the NAVD 88
 EK0081.geopotential number by the normal gravity value computed on the
 EK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0081.degrees latitude (g = 980.6199 gals.).
 EK0081
 EK0081.The modeled gravity was interpolated from observed gravity values.
 EK0081
 EK0081;                    North         East    Units  Estimated Accuracy
 EK0081;SPC AR S     -   609,610.      211,280.      MT  (+/- 180 meters Scaled)
 EK0081
 EK0081                          SUPERSEDED SURVEY CONTROL
 EK0081
 EK0081  NGVD 29 (??/??/92)  278.646  (m)          914.19   (f) ADJ UNCH    2 0
 EK0081
 EK0081.Superseded values are not recommended for survey control.
 EK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0081.See file dsdata.txt to determine how the superseded data were derived.
 EK0081
 EK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU030224(NAD 83)
 EK0081_MARKER: DB = BENCH MARK DISK
 EK0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0081_STAMPING: H-133 1935
 EK0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0081+STABILITY: SURFACE MOTION
 EK0081
 EK0081  HISTORY     - Date     Condition        Report By
 EK0081  HISTORY     - 1935     MONUMENTED       CGS
 EK0081  HISTORY     - 1961     GOOD             NGS
 EK0081
 EK0081                          STATION DESCRIPTION
 EK0081
 EK0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0081'2 MI E FROM BOARD CAMP.
 EK0081'2.0 MILE EAST OF, ALONG THE OPAL ROAD, FROM BOARD CAMP SCHOOL.
 EK0081'AT JUNCTION OF HIGHWAY 8 AND THE OPAL ROAD, 108 FEET NORTH OF
 EK0081'JUNCTION OF ROAD AND HIGHWAY, 81 FEET NORTH OF CONCRETE BASE OF
 EK0081'A GASOLINE PUMP AT J.W. MC MILLANS FILLING STATION, 38 FEET
 EK0081'NORTHWEST OF CENTERLINE OF THE OPAL ROAD, 1 FT. SOUTH OF PROPERTY
 EK0081'LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0081
 EK0081                          STATION RECOVERY (1961)
 EK0081
 EK0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0056 ***********************************************************************
 EK0056  DESIGNATION -  H 135
 EK0056  PID         -  EK0056
 EK0056  STATE/COUNTY-  AR/POLK
 EK0056  USGS QUAD   -  ACORN (1975)
 EK0056
 EK0056                         *CURRENT SURVEY CONTROL
 EK0056  ___________________________________________________________________
 EK0056* NAD 83(1986)-  34 39 22.     (N)    094 07 45.     (W)     SCALED    
 EK0056* NAVD 88     -       341.736  (meters)    1121.18   (feet)  ADJUSTED  
 EK0056  ___________________________________________________________________
 EK0056  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 EK0056  DYNAMIC HT  -         341.369 (meters)    1119.97  (feet)  COMP
 EK0056  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 EK0056
 EK0056  VERT ORDER  -  SECOND    CLASS 0
 EK0056
 EK0056.The horizontal coordinates were scaled from a topographic map and have
 EK0056.an estimated accuracy of +/- 6 seconds.
 EK0056
 EK0056.The orthometric height was determined by differential leveling
 EK0056.and adjusted by the National Geodetic Survey in June 1991..
 EK0056
 EK0056.The geoid height was determined by GEOID03.
 EK0056
 EK0056.The dynamic height is computed by dividing the NAVD 88
 EK0056.geopotential number by the normal gravity value computed on the
 EK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0056.degrees latitude (g = 980.6199 gals.).
 EK0056
 EK0056.The modeled gravity was interpolated from observed gravity values.
 EK0056
 EK0056;                    North         East    Units  Estimated Accuracy
 EK0056;SPC AR S     -   622,690.      204,840.      MT  (+/- 180 meters Scaled)
 EK0056
 EK0056                          SUPERSEDED SURVEY CONTROL
 EK0056
 EK0056  NGVD 29 (??/??/92)  341.641  (m)         1120.87   (f) ADJ UNCH    2 0
 EK0056
 EK0056.Superseded values are not recommended for survey control.
 EK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0056.See file dsdata.txt to determine how the superseded data were derived.
 EK0056
 EK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU965354(NAD 83)
 EK0056_MARKER: DB = BENCH MARK DISK
 EK0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0056_STAMPING: H 135 1935
 EK0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0056+STABILITY: SURFACE MOTION
 EK0056
 EK0056  HISTORY     - Date     Condition        Report By
 EK0056  HISTORY     - 1935     MONUMENTED       CGS
 EK0056  HISTORY     - 1961     GOOD             NGS
 EK0056
 EK0056                          STATION DESCRIPTION
 EK0056
 EK0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EK0056'4.2 MI W FROM EUREKA.
 EK0056'1.5 MILES EAST ALONG FOREST SERVICE ROAD NO. 76, FROM ITS
 EK0056'JUNCTION WITH U.S. HIGHWAY 71, ABOUT 40 FEET EAST OF THE CENTERLINE
 EK0056'OF A FARM ROAD LEADING SOUTH TO SOME OLD ABANDONED BUILDINGS,
 EK0056'ACROSS THE ROAD FROM A TREE WITH A WHITE PAINTED ARROW, 0.05
 EK0056'MILE WEST OF A STEEL AND CONCRETE BRIDGE AND 1 FOOT NORTH OF THE
 EK0056'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1120 ***********************************************************************
 EJ1120  DESIGNATION -  H 136
 EJ1120  PID         -  EJ1120
 EJ1120  STATE/COUNTY-  AR/CLARK
 EJ1120  USGS QUAD   -  AMITY (1966)
 EJ1120
 EJ1120                         *CURRENT SURVEY CONTROL
 EJ1120  ___________________________________________________________________
 EJ1120* NAD 83(1986)-  34 15 57.     (N)    093 28 08.     (W)     SCALED    
 EJ1120* NAVD 88     -       163.201  (meters)     535.44   (feet)  ADJUSTED  
 EJ1120  ___________________________________________________________________
 EJ1120  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EJ1120  DYNAMIC HT  -         163.036 (meters)     534.89  (feet)  COMP
 EJ1120  MODELED GRAV-     979,624.2   (mgal)                       NAVD 88
 EJ1120
 EJ1120  VERT ORDER  -  SECOND    CLASS 0
 EJ1120
 EJ1120.The horizontal coordinates were scaled from a topographic map and have
 EJ1120.an estimated accuracy of +/- 6 seconds.
 EJ1120
 EJ1120.The orthometric height was determined by differential leveling
 EJ1120.and adjusted by the National Geodetic Survey in June 1991..
 EJ1120
 EJ1120.The geoid height was determined by GEOID03.
 EJ1120
 EJ1120.The dynamic height is computed by dividing the NAVD 88
 EJ1120.geopotential number by the normal gravity value computed on the
 EJ1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1120.degrees latitude (g = 980.6199 gals.).
 EJ1120
 EJ1120.The modeled gravity was interpolated from observed gravity values.
 EJ1120
 EJ1120;                    North         East    Units  Estimated Accuracy
 EJ1120;SPC AR S     -   578,340.      264,740.      MT  (+/- 180 meters Scaled)
 EJ1120
 EJ1120                          SUPERSEDED SURVEY CONTROL
 EJ1120
 EJ1120  NGVD 29 (??/??/92)  163.188  (m)          535.39   (f) ADJ UNCH    2 0
 EJ1120
 EJ1120.Superseded values are not recommended for survey control.
 EJ1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1120.See file dsdata.txt to determine how the superseded data were derived.
 EJ1120
 EJ1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT568917(NAD 83)
 EJ1120_MARKER: DB = BENCH MARK DISK
 EJ1120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1120_SP_SET: BUILDING
 EJ1120_STAMPING: H 136 1935
 EJ1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1120
 EJ1120  HISTORY     - Date     Condition        Report By
 EJ1120  HISTORY     - 1935     MONUMENTED       CGS
 EJ1120  HISTORY     - 1935     GOOD             NGS
 EJ1120
 EJ1120                          STATION DESCRIPTION
 EJ1120
 EJ1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1120'IN AMITY.
 EJ1120'AT AMITY, CLARK COUNTY, 0.6 MILE EAST ALONG STATE HIGHWAY 8 FROM THE
 EJ1120'MISSOURI PACIFIC RAILROAD STATION, 300 FEET NORTH OF THE HIGHWAY, IN
 EJ1120'THE BRICK BUILDING OF THE AMITY GRADE SCHOOL, 25 FEET EAST OF THE
 EJ1120'CENTER OF THE EAST ENTRANCE, AND 1.7 FEET WEST OF THE SOUTHEAST CORNER
 EJ1120'OF THE BUILDING.  A STANDARD DISK, STAMPED H 136 1935 AND SET
 EJ1120'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1129 ***********************************************************************
 EJ1129  DESIGNATION -  H 137
 EJ1129  PID         -  EJ1129
 EJ1129  STATE/COUNTY-  AR/HOT SPRING
 EJ1129  USGS QUAD   -  POINT CEDAR (1976)
 EJ1129
 EJ1129                         *CURRENT SURVEY CONTROL
 EJ1129  ___________________________________________________________________
 EJ1129* NAD 83(1986)-  34 19 38.     (N)    093 16 24.     (W)     SCALED    
 EJ1129* NAVD 88     -       148.586  (meters)     487.49   (feet)  ADJUSTED  
 EJ1129  ___________________________________________________________________
 EJ1129  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EJ1129  DYNAMIC HT  -         148.437 (meters)     487.00  (feet)  COMP
 EJ1129  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 EJ1129
 EJ1129  VERT ORDER  -  SECOND    CLASS 0
 EJ1129
 EJ1129.The horizontal coordinates were scaled from a topographic map and have
 EJ1129.an estimated accuracy of +/- 6 seconds.
 EJ1129
 EJ1129.The orthometric height was determined by differential leveling
 EJ1129.and adjusted by the National Geodetic Survey in June 1991..
 EJ1129
 EJ1129.The geoid height was determined by GEOID03.
 EJ1129
 EJ1129.The dynamic height is computed by dividing the NAVD 88
 EJ1129.geopotential number by the normal gravity value computed on the
 EJ1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1129.degrees latitude (g = 980.6199 gals.).
 EJ1129
 EJ1129.The modeled gravity was interpolated from observed gravity values.
 EJ1129
 EJ1129;                    North         East    Units  Estimated Accuracy
 EJ1129;SPC AR S     -   584,910.      282,830.      MT  (+/- 180 meters Scaled)
 EJ1129
 EJ1129                          SUPERSEDED SURVEY CONTROL
 EJ1129
 EJ1129  NGVD 29 (??/??/92)  148.580  (m)          487.47   (f) ADJ UNCH    2 0
 EJ1129
 EJ1129.Superseded values are not recommended for survey control.
 EJ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1129.See file dsdata.txt to determine how the superseded data were derived.
 EJ1129
 EJ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT748984(NAD 83)
 EJ1129_MARKER: DB = BENCH MARK DISK
 EJ1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1129_STAMPING: H 137 1935
 EJ1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1129+STABILITY: SURFACE MOTION
 EJ1129
 EJ1129  HISTORY     - Date     Condition        Report By
 EJ1129  HISTORY     - 1935     MONUMENTED       CGS
 EJ1129  HISTORY     - 1965     MARK NOT FOUND   USGS
 EJ1129
 EJ1129                          STATION DESCRIPTION
 EJ1129
 EJ1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1129'2.2 MI E FROM POINT CEDAR.
 EJ1129'2.2 MILES EAST ALONG THE AMITY-BISMARCK ROAD FROM THE CHURCH AT POINT
 EJ1129'CEDAR, 0.4 MILE EAST OF FIDDLE PINE CREEK, 355 FEET EAST OF THE
 EJ1129'JUNCTION OF A ROAD LEADING NORTH, 255 FEET EAST OF A SMALL CREEK, 49
 EJ1129'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 23 FEET NORTHEAST OF A
 EJ1129'20-INCH BLAZED OAK TREE, 6.2 FEET EAST OF A FENCE CORNER, AND 1 FOOT
 EJ1129'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED H 137 1935 AND SET IN
 EJ1129'THE TOP OF A CONCRETE POST.  NOTE-- TREE GONE AND FENCES HAVE BEEN
 EJ1129'MOVED.
 EJ1129
 EJ1129                          STATION RECOVERY (1965)
 EJ1129
 EJ1129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1205 ***********************************************************************
 EJ1205  DESIGNATION -  H 138
 EJ1205  PID         -  EJ1205
 EJ1205  STATE/COUNTY-  AR/CLARK
 EJ1205  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1205
 EJ1205                         *CURRENT SURVEY CONTROL
 EJ1205  ___________________________________________________________________
 EJ1205* NAD 83(1986)-  34 08 23.     (N)    093 24 58.     (W)     SCALED    
 EJ1205* NAVD 88     -       167.123  (meters)     548.30   (feet)  ADJUSTED  
 EJ1205  ___________________________________________________________________
 EJ1205  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EJ1205  DYNAMIC HT  -         166.954 (meters)     547.75  (feet)  COMP
 EJ1205  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 EJ1205
 EJ1205  VERT ORDER  -  SECOND    CLASS 0
 EJ1205
 EJ1205.The horizontal coordinates were scaled from a topographic map and have
 EJ1205.an estimated accuracy of +/- 6 seconds.
 EJ1205
 EJ1205.The orthometric height was determined by differential leveling
 EJ1205.and adjusted by the National Geodetic Survey in June 1991..
 EJ1205
 EJ1205.The geoid height was determined by GEOID03.
 EJ1205
 EJ1205.The dynamic height is computed by dividing the NAVD 88
 EJ1205.geopotential number by the normal gravity value computed on the
 EJ1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1205.degrees latitude (g = 980.6199 gals.).
 EJ1205
 EJ1205.The modeled gravity was interpolated from observed gravity values.
 EJ1205
 EJ1205;                    North         East    Units  Estimated Accuracy
 EJ1205;SPC AR S     -   564,280.      269,400.      MT  (+/- 180 meters Scaled)
 EJ1205
 EJ1205                          SUPERSEDED SURVEY CONTROL
 EJ1205
 EJ1205  NGVD 29 (??/??/92)  167.120  (m)          548.29   (f) ADJ UNCH    2 0
 EJ1205
 EJ1205.Superseded values are not recommended for survey control.
 EJ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1205.See file dsdata.txt to determine how the superseded data were derived.
 EJ1205
 EJ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT616777(NAD 83)
 EJ1205_MARKER: DB = BENCH MARK DISK
 EJ1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1205_STAMPING: H 138 1935
 EJ1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1205+STABILITY: SURFACE MOTION
 EJ1205
 EJ1205  HISTORY     - Date     Condition        Report By
 EJ1205  HISTORY     - 1935     MONUMENTED       CGS
 EJ1205  HISTORY     - 1964     GOOD             NGS
 EJ1205
 EJ1205                          STATION DESCRIPTION
 EJ1205
 EJ1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1205'2.1 MI NE FROM GRAYSONIA.
 EJ1205'2.1 MILES NORTHEAST ALONG GRAYSONIA ROAD FROM THE MISSOURI PACIFIC
 EJ1205'RAILROAD STATION AT GRAYSONIA, 0.7 MILE EAST OF THE JUNCTION OF A ROAD
 EJ1205'TO THE CHIEF DISPATCHER TOWER OF THE STATE FOREST SERVICE, 135 FEET
 EJ1205'EAST OF THE NORTHEAST CORNER OF THE STRAIGHT WAY CHURCH, 31 FEET WEST
 EJ1205'OF A GATE TO THE W.G. WEIR FARMHOUSE, 20 FEET SOUTH OF THE CENTERLINE
 EJ1205'OF THE ROAD, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED H
 EJ1205'138 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- STRAIGHT WAY
 EJ1205'CHURCH HAS BEEN ABANDONED.  MARK IS 12 FT N OF 24-INCH OAK TREE.
 EJ1205
 EJ1205                          STATION RECOVERY (1964)
 EJ1205
 EJ1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0730 ***********************************************************************
 EJ0730  DESIGNATION -  H 139
 EJ0730  PID         -  EJ0730
 EJ0730  STATE/COUNTY-  AR/HOT SPRING
 EJ0730  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ0730
 EJ0730                         *CURRENT SURVEY CONTROL
 EJ0730  ___________________________________________________________________
 EJ0730* NAD 83(1986)-  34 22 21.     (N)    092 51 36.     (W)     SCALED    
 EJ0730* NAVD 88     -        77.058  (meters)     252.81   (feet)  ADJUSTED  
 EJ0730  ___________________________________________________________________
 EJ0730  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EJ0730  DYNAMIC HT  -          76.984 (meters)     252.57  (feet)  COMP
 EJ0730  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 EJ0730
 EJ0730  VERT ORDER  -  SECOND    CLASS 0
 EJ0730
 EJ0730.The horizontal coordinates were scaled from a topographic map and have
 EJ0730.an estimated accuracy of +/- 6 seconds.
 EJ0730
 EJ0730.The orthometric height was determined by differential leveling
 EJ0730.and adjusted by the National Geodetic Survey in June 1991..
 EJ0730
 EJ0730.The geoid height was determined by GEOID03.
 EJ0730
 EJ0730.The dynamic height is computed by dividing the NAVD 88
 EJ0730.geopotential number by the normal gravity value computed on the
 EJ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0730.degrees latitude (g = 980.6199 gals.).
 EJ0730
 EJ0730.The modeled gravity was interpolated from observed gravity values.
 EJ0730
 EJ0730;                    North         East    Units  Estimated Accuracy
 EJ0730;SPC AR S     -   589,530.      320,900.      MT  (+/- 180 meters Scaled)
 EJ0730
 EJ0730                          SUPERSEDED SURVEY CONTROL
 EJ0730
 EJ0730  NGVD 29 (??/??/92)   77.07   (m)          252.9    (f) COMPUTED    2 0
 EJ0730
 EJ0730.Superseded values are not recommended for survey control.
 EJ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0730.See file dsdata.txt to determine how the superseded data were derived.
 EJ0730
 EJ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU128034(NAD 83)
 EJ0730_MARKER: DB = BENCH MARK DISK
 EJ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0730_STAMPING: H 139 1935
 EJ0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0730+STABILITY: SURFACE MOTION
 EJ0730
 EJ0730  HISTORY     - Date     Condition        Report By
 EJ0730  HISTORY     - 1935     MONUMENTED       CGS
 EJ0730  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0730  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0730
 EJ0730                          STATION DESCRIPTION
 EJ0730
 EJ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0730'1.9 MI NW FROM MALVERN.
 EJ0730'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 270 FROM THE MISSOURI PACIFIC
 EJ0730'RAILROAD STATION AT MALVERN, THENCE 2.2 MILES WEST ALONG STATE HIGHWAY
 EJ0730'84, 1.4 MILES WEST OF OUACHITA RIVER, 255 FEET SOUTHEAST OF THE SHADY
 EJ0730'GROVE SCHOOL, 175 FEET NORTHEAST OF A BRIDGE OVER BEECHUM CREEK, 50
 EJ0730'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 55 FEET EAST OF A
 EJ0730'WELL, AND 20.5 FEET NORTH OF AN 8-INCH BLAZED BEECH TREE. A STANDARD
 EJ0730'DISK, STAMPED H 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0730
 EJ0730                          STATION RECOVERY (1975)
 EJ0730
 EJ0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0730'MARK NOT FOUND.
 EJ0730
 EJ0730                          STATION RECOVERY (1998)
 EJ0730
 EJ0730'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2369 ***********************************************************************
 EH2369  DESIGNATION -  H 14
 EH2369  PID         -  EH2369
 EH2369  STATE/COUNTY-  AR/PRAIRIE
 EH2369  USGS QUAD   -  SLOVAK (1994)
 EH2369
 EH2369                         *CURRENT SURVEY CONTROL
 EH2369  ___________________________________________________________________
 EH2369* NAD 83(1986)-  34 40 12.     (N)    091 34 43.     (W)     SCALED    
 EH2369* NAVD 88     -        65.497  (meters)     214.88   (feet)  ADJUSTED  
 EH2369  ___________________________________________________________________
 EH2369  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH2369  DYNAMIC HT  -          65.435 (meters)     214.68  (feet)  COMP
 EH2369  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 EH2369
 EH2369  VERT ORDER  -  FIRST     CLASS II
 EH2369
 EH2369.The horizontal coordinates were scaled from a topographic map and have
 EH2369.an estimated accuracy of +/- 6 seconds.
 EH2369
 EH2369.The orthometric height was determined by differential leveling
 EH2369.and adjusted by the National Geodetic Survey in June 1991..
 EH2369
 EH2369.The geoid height was determined by GEOID03.
 EH2369
 EH2369.The dynamic height is computed by dividing the NAVD 88
 EH2369.geopotential number by the normal gravity value computed on the
 EH2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2369.degrees latitude (g = 980.6199 gals.).
 EH2369
 EH2369.The modeled gravity was interpolated from observed gravity values.
 EH2369
 EH2369;                    North         East    Units  Estimated Accuracy
 EH2369;SPC AR S     -   622,280.      438,620.      MT  (+/- 180 meters Scaled)
 EH2369
 EH2369                          SUPERSEDED SURVEY CONTROL
 EH2369
 EH2369  NGVD 29 (??/??/??)   65.519  (m)          214.96   (f) ADJUSTED    1 2
 EH2369
 EH2369.Superseded values are not recommended for survey control.
 EH2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2369.See file dsdata.txt to determine how the superseded data were derived.
 EH2369
 EH2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU302373(NAD 83)
 EH2369_MARKER: DB = BENCH MARK DISK
 EH2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2369_STAMPING: H 14 1932
 EH2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2369+STABILITY: SURFACE MOTION
 EH2369
 EH2369  HISTORY     - Date     Condition        Report By
 EH2369  HISTORY     - 1932     MONUMENTED       CGS
 EH2369  HISTORY     - 1954     GOOD             CGS
 EH2369  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2369
 EH2369                          STATION DESCRIPTION
 EH2369
 EH2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2369'3.2 MI N FROM SLOVAC.
 EH2369'1.0 MILE WEST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL AT
 EH2369'SLOVAC, THENCE 1.5 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.7 MILE
 EH2369'EAST ALONG A DIRT ROAD, AT THE CROSSING OF A CANAL, 53 FEET EAST OF
 EH2369'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 40 FEET SOUTH OF THE CENTER
 EH2369'LINE OF AN EAST AND WEST ROAD, 11 FEET SOUTH OF A WITNESS POST, ON THE
 EH2369'NORTH BANK OF AN EAST AND WEST CANAL, SET IN THE TOP OF A CONCRETE
 EH2369'POST WHICH IS FLUSH WITH THE GROUND.
 EH2369
 EH2369                          STATION RECOVERY (2003)
 EH2369
 EH2369'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0193 ***********************************************************************
 EJ0193  DESIGNATION -  H 14 1
 EJ0193  PID         -  EJ0193
 EJ0193  STATE/COUNTY-  AR/PULASKI
 EJ0193  USGS QUAD   -  SWEET HOME (1986)
 EJ0193
 EJ0193                         *CURRENT SURVEY CONTROL
 EJ0193  ___________________________________________________________________
 EJ0193* NAD 83(1986)-  34 40 06.     (N)    092 08 04.     (W)     SCALED    
 EJ0193* NAVD 88     -        73.855  (meters)     242.31   (feet)  ADJUSTED  
 EJ0193  ___________________________________________________________________
 EJ0193  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EJ0193  DYNAMIC HT  -          73.786 (meters)     242.08  (feet)  COMP
 EJ0193  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 EJ0193
 EJ0193  VERT ORDER  -  SECOND    CLASS 0
 EJ0193
 EJ0193.The horizontal coordinates were scaled from a topographic map and have
 EJ0193.an estimated accuracy of +/- 6 seconds.
 EJ0193
 EJ0193.The orthometric height was determined by differential leveling
 EJ0193.and adjusted by the National Geodetic Survey in June 1991..
 EJ0193
 EJ0193.The geoid height was determined by GEOID03.
 EJ0193
 EJ0193.The dynamic height is computed by dividing the NAVD 88
 EJ0193.geopotential number by the normal gravity value computed on the
 EJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0193.degrees latitude (g = 980.6199 gals.).
 EJ0193
 EJ0193.The modeled gravity was interpolated from observed gravity values.
 EJ0193
 EJ0193;                    North         East    Units  Estimated Accuracy
 EJ0193;SPC AR S     -   622,020.      387,680.      MT  (+/- 180 meters Scaled)
 EJ0193
 EJ0193                          SUPERSEDED SURVEY CONTROL
 EJ0193
 EJ0193  NGVD 29 (??/??/92)   73.896  (m)          242.44   (f) ADJ UNCH    2 0
 EJ0193
 EJ0193.Superseded values are not recommended for survey control.
 EJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0193.See file dsdata.txt to determine how the superseded data were derived.
 EJ0193
 EJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU793366(NAD 83)
 EJ0193_MARKER: P = PIPE CAP
 EJ0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ0193_STAMPING: H-14-1
 EJ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0193
 EJ0193  HISTORY     - Date     Condition        Report By
 EJ0193  HISTORY     - UNK      MONUMENTED       USE
 EJ0193  HISTORY     - 1940     GOOD             NGS
 EJ0193  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0193
 EJ0193                          STATION DESCRIPTION
 EJ0193
 EJ0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0193'1.3 MI S FROM SCOTT.
 EJ0193'1.3 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM SCOTT, PULASKI COUNTY,
 EJ0193'1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO A SMALL WHITE CHURCH,
 EJ0193'0.5 MILE SOUTH ALONG A DIRT ROAD LEADING TO A LARGE GREEN HOUSE, 0.5
 EJ0193'MILE WEST ALONG A DIRT ROAD, 0.3 MILE EAST OF A POINT WHERE THE ROAD
 EJ0193'LEAVES THE LEVEE, IN THE SOUTHEAST CORNER OF SEC. 36, T. 1 N., R. 11
 EJ0193'E., 15 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST DIRT ROAD,
 EJ0193'AND MIDWAY BETWEEN A HACKBERRY AND AN ELM TREE 40 FEET APART.  A
 EJ0193'STANDARD CAP, STAMPED H-14-1 AND RIVETED ON THE TOP OF A 4-INCH IRON
 EJ0193'PIPE PROJECTING 15 INCHES ABOVE GROUND.
 EJ0193
 EJ0193                          STATION RECOVERY (1989)
 EJ0193
 EJ0193'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0185 ***********************************************************************
 EJ0185  DESIGNATION -  H 14 2
 EJ0185  PID         -  EJ0185
 EJ0185  STATE/COUNTY-  AR/PULASKI
 EJ0185  USGS QUAD   -  WOODSON (1987)
 EJ0185
 EJ0185                         *CURRENT SURVEY CONTROL
 EJ0185  ___________________________________________________________________
 EJ0185* NAD 83(1986)-  34 36 38.     (N)    092 08 57.     (W)     SCALED    
 EJ0185* NAVD 88     -        73.246  (meters)     240.31   (feet)  ADJUSTED  
 EJ0185  ___________________________________________________________________
 EJ0185  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EJ0185  DYNAMIC HT  -          73.176 (meters)     240.08  (feet)  COMP
 EJ0185  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 EJ0185
 EJ0185  VERT ORDER  -  SECOND    CLASS 0
 EJ0185
 EJ0185.The horizontal coordinates were scaled from a topographic map and have
 EJ0185.an estimated accuracy of +/- 6 seconds.
 EJ0185
 EJ0185.The orthometric height was determined by differential leveling
 EJ0185.and adjusted by the National Geodetic Survey in June 1991..
 EJ0185
 EJ0185.The geoid height was determined by GEOID03.
 EJ0185
 EJ0185.The dynamic height is computed by dividing the NAVD 88
 EJ0185.geopotential number by the normal gravity value computed on the
 EJ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0185.degrees latitude (g = 980.6199 gals.).
 EJ0185
 EJ0185.The modeled gravity was interpolated from observed gravity values.
 EJ0185
 EJ0185;                    North         East    Units  Estimated Accuracy
 EJ0185;SPC AR S     -   615,620.      386,320.      MT  (+/- 180 meters Scaled)
 EJ0185
 EJ0185                          SUPERSEDED SURVEY CONTROL
 EJ0185
 EJ0185  NGVD 29 (??/??/92)   73.282  (m)          240.43   (f) ADJ UNCH    2 0
 EJ0185
 EJ0185.Superseded values are not recommended for survey control.
 EJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0185.See file dsdata.txt to determine how the superseded data were derived.
 EJ0185
 EJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU780301(NAD 83)
 EJ0185_MARKER: P = PIPE CAP
 EJ0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ0185_STAMPING: H-14-2
 EJ0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0185
 EJ0185  HISTORY     - Date     Condition        Report By
 EJ0185  HISTORY     - UNK      MONUMENTED       USE
 EJ0185  HISTORY     - 1940     GOOD             NGS
 EJ0185  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0185
 EJ0185                          STATION DESCRIPTION
 EJ0185
 EJ0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0185'1.3 MI S FROM SCOTT.
 EJ0185'1.3 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM SCOTT, PULASKI COUNTY,
 EJ0185'1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO A SMALL WHITE CHURCH,
 EJ0185'0.5 MILE SOUTH ALONG A DIRT ROAD LEADING TO A LARGE GREEN HOUSE, 0.8
 EJ0185'MILE WEST ALONG A DIRT ROAD, 3.8 MILES SOUTH ALONG A ROAD PARALLELING
 EJ0185'THE LEVEE AND LEADING TO GEORGETOWN LANDING, 2.0 MILES WEST ALONG THE
 EJ0185'ROAD, 900 FEET SOUTHWEST OF A CONCRETE CULVERT IN WHICH IS SET BENCH
 EJ0185'MARK S 252, 400 FEET SOUTH OF THE CENTERLINE OF THE LEVEE, AND 7.5
 EJ0185'FEET EAST OF A 24-INCH PECAN TREE.  A STANDARD CAP, STAMPED H-14-2 AND
 EJ0185'RIVETED ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 14 INCHES ABOVE
 EJ0185'GROUND.
 EJ0185
 EJ0185                          STATION RECOVERY (1989)
 EJ0185
 EJ0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0178 ***********************************************************************
 EJ0178  DESIGNATION -  H 14 3
 EJ0178  PID         -  EJ0178
 EJ0178  STATE/COUNTY-  AR/PULASKI
 EJ0178  USGS QUAD   -  KEO (1987)
 EJ0178
 EJ0178                         *CURRENT SURVEY CONTROL
 EJ0178  ___________________________________________________________________
 EJ0178* NAD 83(1986)-  34 32 55.     (N)    092 06 01.     (W)     SCALED    
 EJ0178* NAVD 88     -        71.510  (meters)     234.61   (feet)  ADJUSTED  
 EJ0178  ___________________________________________________________________
 EJ0178  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EJ0178  DYNAMIC HT  -          71.443 (meters)     234.39  (feet)  COMP
 EJ0178  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 EJ0178
 EJ0178  VERT ORDER  -  SECOND    CLASS 0
 EJ0178
 EJ0178.The horizontal coordinates were scaled from a topographic map and have
 EJ0178.an estimated accuracy of +/- 6 seconds.
 EJ0178
 EJ0178.The orthometric height was determined by differential leveling
 EJ0178.and adjusted by the National Geodetic Survey in June 1991..
 EJ0178
 EJ0178.The geoid height was determined by GEOID03.
 EJ0178
 EJ0178.The dynamic height is computed by dividing the NAVD 88
 EJ0178.geopotential number by the normal gravity value computed on the
 EJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0178.degrees latitude (g = 980.6199 gals.).
 EJ0178
 EJ0178.The modeled gravity was interpolated from observed gravity values.
 EJ0178
 EJ0178;                    North         East    Units  Estimated Accuracy
 EJ0178;SPC AR S     -   608,740.      390,800.      MT  (+/- 180 meters Scaled)
 EJ0178
 EJ0178                          SUPERSEDED SURVEY CONTROL
 EJ0178
 EJ0178  NGVD 29 (??/??/92)   71.545  (m)          234.73   (f) ADJ UNCH    2 0
 EJ0178
 EJ0178.Superseded values are not recommended for survey control.
 EJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0178.See file dsdata.txt to determine how the superseded data were derived.
 EJ0178
 EJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU825233(NAD 83)
 EJ0178_MARKER: P = PIPE CAP
 EJ0178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0178_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ0178_STAMPING: H 14 3
 EJ0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0178
 EJ0178  HISTORY     - Date     Condition        Report By
 EJ0178  HISTORY     - UNK      MONUMENTED       USE
 EJ0178  HISTORY     - 1940     GOOD             NGS
 EJ0178  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0178
 EJ0178                          STATION DESCRIPTION
 EJ0178
 EJ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0178'11.5 MI NW FROM WRIGHT.
 EJ0178'IN PULASKI COUNTY, 11.5 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD
 EJ0178'FROM THE POST OFFICE AT WRIGHT, JEFFERSON COUNTY, 2.5 MILES SOUTH AND
 EJ0178'1.0 MILE WEST OF WAMPOO, 1.0 MILE NORTH OF THE BREDLOW BROTHERS STORE,
 EJ0178'290 FEET EAST OF THE CENTERLINE OF THE LEVEE, 225 FEET EAST OF THE
 EJ0178'CENTERLINE OF THE COUNTY ROAD, AND 30 FEET NORTH OF AN EAST-AND-WEST
 EJ0178'ROAD.  A STANDARD CAP, STAMPED H 14 3 AND RIVETED ON THE TOP OF A
 EJ0178'4-INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
 EJ0178
 EJ0178                          STATION RECOVERY (1989)
 EJ0178
 EJ0178'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0718 ***********************************************************************
 EJ0718  DESIGNATION -  H 140 RESET
 EJ0718  PID         -  EJ0718
 EJ0718  STATE/COUNTY-  AR/HOT SPRING
 EJ0718  USGS QUAD   -  MALVERN NORTH (1978)
 EJ0718
 EJ0718                         *CURRENT SURVEY CONTROL
 EJ0718  ___________________________________________________________________
 EJ0718* NAD 83(1986)-  34 27 23.     (N)    092 52 29.     (W)     SCALED    
 EJ0718* NAVD 88     -       103.42   (meters)     339.3    (feet)  RESET     
 EJ0718  ___________________________________________________________________
 EJ0718  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0718
 EJ0718  VERT ORDER  -  THIRD
 EJ0718
 EJ0718.The horizontal coordinates were scaled from a topographic map and have
 EJ0718.an estimated accuracy of +/- 6 seconds.
 EJ0718
 EJ0718.The orthometric height was computed from unverified reset data.
 EJ0718
 EJ0718.The geoid height was determined by GEOID03.
 EJ0718
 EJ0718;                    North         East    Units  Estimated Accuracy
 EJ0718;SPC AR S     -   598,850.      319,630.      MT  (+/- 180 meters Scaled)
 EJ0718
 EJ0718                          SUPERSEDED SURVEY CONTROL
 EJ0718
 EJ0718.No superseded survey control is available for this station.
 EJ0718
 EJ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU115127(NAD 83)
 EJ0718_MARKER: DB = BENCH MARK DISK
 EJ0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0718_SP_SET: BRIDGE
 EJ0718_STAMPING: H 140 RESET 1970
 EJ0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0718
 EJ0718  HISTORY     - Date     Condition        Report By
 EJ0718  HISTORY     - 1970     MONUMENTED       ARHD
 EJ0718
 EJ0718                          STATION DESCRIPTION
 EJ0718
 EJ0718'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1970
 EJ0718'1.9 MI NW FROM MAGNET.
 EJ0718'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 270 FROM POST OFFICE AT MAGNET,
 EJ0718'0.8 MILE EAST OF THE SUMMIT OF A RIDGE, IN THE TOP OF A CONCRETE WING
 EJ0718'WALL OF THE HIGHWAY BRIDGE OVER COVE CREEK, 17 FEET SOUTH OF THE
 EJ0718'CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE EAST END OF THE SOUTH
 EJ0718'GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0102 ***********************************************************************
 FH0102  DESIGNATION -  H 141
 FH0102  PID         -  FH0102
 FH0102  STATE/COUNTY-  AR/CRAWFORD
 FH0102  USGS QUAD   -  MOUNTAINBURG SE (1983)
 FH0102
 FH0102                         *CURRENT SURVEY CONTROL
 FH0102  ___________________________________________________________________
 FH0102* NAD 83(1986)-  35 36 21.     (N)    094 03 31.     (W)     SCALED    
 FH0102* NAVD 88     -       332.700  (meters)    1091.53   (feet)  ADJUSTED  
 FH0102  ___________________________________________________________________
 FH0102  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FH0102  DYNAMIC HT  -         332.388 (meters)    1090.51  (feet)  COMP
 FH0102  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FH0102
 FH0102  VERT ORDER  -  SECOND    CLASS 0
 FH0102
 FH0102.The horizontal coordinates were scaled from a topographic map and have
 FH0102.an estimated accuracy of +/- 6 seconds.
 FH0102
 FH0102.The orthometric height was determined by differential leveling
 FH0102.and adjusted by the National Geodetic Survey in June 1991..
 FH0102
 FH0102.The geoid height was determined by GEOID03.
 FH0102
 FH0102.The dynamic height is computed by dividing the NAVD 88
 FH0102.geopotential number by the normal gravity value computed on the
 FH0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0102.degrees latitude (g = 980.6199 gals.).
 FH0102
 FH0102.The modeled gravity was interpolated from observed gravity values.
 FH0102
 FH0102;                    North         East    Units  Estimated Accuracy
 FH0102;SPC AR N     -   143,120.      213,490.      MT  (+/- 180 meters Scaled)
 FH0102
 FH0102                          SUPERSEDED SURVEY CONTROL
 FH0102
 FH0102  NGVD 29 (??/??/92)  332.614  (m)         1091.25   (f) ADJ UNCH    2 0
 FH0102
 FH0102.Superseded values are not recommended for survey control.
 FH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0102.See file dsdata.txt to determine how the superseded data were derived.
 FH0102
 FH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV041407(NAD 83)
 FH0102_MARKER: DB = BENCH MARK DISK
 FH0102_SETTING: 66 = SET IN ROCK OUTCROP
 FH0102_SP_SET: ROCK OUTCROP
 FH0102_STAMPING: H 141 1935
 FH0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0102+STABILITY: POSITION/ELEVATION WELL
 FH0102
 FH0102  HISTORY     - Date     Condition        Report By
 FH0102  HISTORY     - 1935     MONUMENTED       CGS
 FH0102  HISTORY     - 1968     GOOD             USGS
 FH0102  HISTORY     - 198505   MARK NOT FOUND   USGS
 FH0102
 FH0102                          STATION DESCRIPTION
 FH0102
 FH0102'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH0102'1.4 MI N FROM PINEY.
 FH0102'ABOUT 1.4 MILES NORTH ALONG THE LOCKE-PINEY ROAD FROM THE
 FH0102'CHURCH AT PINEY, FRANKLIN COUNTY, .4 MI. NORTH OF A MEDAL GATE
 FH0102'AT FOREST BOUNDRY, 70 FT WEST OF CENTERLINE OF ROAD AND 24 FT
 FH0102'WEST OF CENTERLINE OF THE OLD ROAD.  IN THE SE SLOAP OF A DOUBLE
 FH0102'PEAKED ROCK OUTCROP, STANDINF ABOUT 6 FT ABOVE SURROUNDING
 FH0102'GROUND.  A STANDARD TABLET SET IN DRILLHOLE ON SIDE OF OUTCROP.
 FH0102'IN SE 1/4 SE 1/4, APPX. 700 FT NW OF CORNER SECTIONS 22, 23, 28,
 FH0102'29, T 11 N, R 29 W.  STAMPED H 141 1935.
 FH0102
 FH0102                          STATION RECOVERY (1985)
 FH0102
 FH0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 FH0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1429 ***********************************************************************
 FG1429  DESIGNATION -  H 142
 FG1429  PID         -  FG1429
 FG1429  STATE/COUNTY-  AR/FRANKLIN
 FG1429  USGS QUAD   -  BIDVILLE (1973)
 FG1429
 FG1429                         *CURRENT SURVEY CONTROL
 FG1429  ___________________________________________________________________
 FG1429* NAD 83(1986)-  35 41 35.     (N)    093 58 57.     (W)     SCALED    
 FG1429* NAVD 88     -       601.979  (meters)    1974.99   (feet)  ADJUSTED  
 FG1429  ___________________________________________________________________
 FG1429  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FG1429  DYNAMIC HT  -         601.391 (meters)    1973.06  (feet)  COMP
 FG1429  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 FG1429
 FG1429  VERT ORDER  -  SECOND    CLASS 0
 FG1429
 FG1429.The horizontal coordinates were scaled from a topographic map and have
 FG1429.an estimated accuracy of +/- 6 seconds.
 FG1429
 FG1429.The orthometric height was determined by differential leveling
 FG1429.and adjusted by the National Geodetic Survey in June 1991..
 FG1429
 FG1429.The geoid height was determined by GEOID03.
 FG1429
 FG1429.The dynamic height is computed by dividing the NAVD 88
 FG1429.geopotential number by the normal gravity value computed on the
 FG1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1429.degrees latitude (g = 980.6199 gals.).
 FG1429
 FG1429.The modeled gravity was interpolated from observed gravity values.
 FG1429
 FG1429;                    North         East    Units  Estimated Accuracy
 FG1429;SPC AR N     -   152,660.      220,580.      MT  (+/- 180 meters Scaled)
 FG1429
 FG1429                          SUPERSEDED SURVEY CONTROL
 FG1429
 FG1429  NGVD 29 (??/??/92)  601.865  (m)         1974.62   (f) ADJ UNCH    2 0
 FG1429
 FG1429.Superseded values are not recommended for survey control.
 FG1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1429.See file dsdata.txt to determine how the superseded data were derived.
 FG1429
 FG1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV111503(NAD 83)
 FG1429_MARKER: DB = BENCH MARK DISK
 FG1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1429_STAMPING: H 142 1935
 FG1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1429+STABILITY: SURFACE MOTION
 FG1429
 FG1429  HISTORY     - Date     Condition        Report By
 FG1429  HISTORY     - 1935     MONUMENTED       CGS
 FG1429  HISTORY     - 1959     GOOD             NGS
 FG1429
 FG1429                          STATION DESCRIPTION
 FG1429
 FG1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1429'9.8 MI NE FROM LOCKE.
 FG1429'IN FRANKLIN COUNTY, 4.6 MILES NORTHEAST ALONG THE LOCKE-BIDVILLE ROAD
 FG1429'FROM THE SCHOOL AT LOCKE, CRAWFORD COUNTY, 5.2 MILES EAST ALONG THE
 FG1429'CASS-BIDVILLE ROAD, ON A RIDGE WITH A STEEP SOUTH SLOPE AND A GENTLE
 FG1429'NORTH SLOPE, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13 FEET
 FG1429'NORTH OF A 14-INCH OAK TREE BEARING FOREST SERVICE LOCATION PLATE
 FG1429'READING T 12 N, R 28, S 21, 9 FEET NORTHWEST OF A 16-INCH OAK TREE,
 FG1429'AND 7 FEET SOUTHEAST OF A 16-INCH OAK STUMP.  A STANDARD DISK, STAMPED
 FG1429'H 142 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1373 ***********************************************************************
 FG1373  DESIGNATION -  H 143
 FG1373  PID         -  FG1373
 FG1373  STATE/COUNTY-  AR/MADISON
 FG1373  USGS QUAD   -  DELANEY (1973)
 FG1373
 FG1373                         *CURRENT SURVEY CONTROL
 FG1373  ___________________________________________________________________
 FG1373* NAD 83(1986)-  35 46 04.     (N)    093 56 08.     (W)     SCALED    
 FG1373* NAVD 88     -       712.399  (meters)    2337.26   (feet)  ADJUSTED  
 FG1373  ___________________________________________________________________
 FG1373  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG1373  DYNAMIC HT  -         711.695 (meters)    2334.95  (feet)  COMP
 FG1373  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 FG1373
 FG1373  VERT ORDER  -  SECOND    CLASS 0
 FG1373
 FG1373.The horizontal coordinates were scaled from a topographic map and have
 FG1373.an estimated accuracy of +/- 6 seconds.
 FG1373
 FG1373.The orthometric height was determined by differential leveling
 FG1373.and adjusted by the National Geodetic Survey in June 1991..
 FG1373
 FG1373.The geoid height was determined by GEOID03.
 FG1373
 FG1373.The dynamic height is computed by dividing the NAVD 88
 FG1373.geopotential number by the normal gravity value computed on the
 FG1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1373.degrees latitude (g = 980.6199 gals.).
 FG1373
 FG1373.The modeled gravity was interpolated from observed gravity values.
 FG1373
 FG1373;                    North         East    Units  Estimated Accuracy
 FG1373;SPC AR N     -   160,860.      225,000.      MT  (+/- 180 meters Scaled)
 FG1373
 FG1373                          SUPERSEDED SURVEY CONTROL
 FG1373
 FG1373  NGVD 29 (??/??/92)  712.244  (m)         2336.75   (f) ADJ UNCH    2 0
 FG1373
 FG1373.Superseded values are not recommended for survey control.
 FG1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1373.See file dsdata.txt to determine how the superseded data were derived.
 FG1373
 FG1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV154585(NAD 83)
 FG1373_MARKER: DB = BENCH MARK DISK
 FG1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1373_STAMPING: H 143 1935
 FG1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1373+STABILITY: SURFACE MOTION
 FG1373
 FG1373  HISTORY     - Date     Condition        Report By
 FG1373  HISTORY     - 1935     MONUMENTED       CGS
 FG1373  HISTORY     - 1960     GOOD             NGS
 FG1373  HISTORY     - 198412   MARK NOT FOUND   USGS
 FG1373
 FG1373                          STATION DESCRIPTION
 FG1373
 FG1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1373'1.7 MI S FROM HEALTH.
 FG1373'1.7 MILES SOUTH ALONG THE BIDVILLE-HEALTH ROAD FROM THE SCHOOL AT
 FG1373'HEALTH, MADISON COUNTY, NORTH OF A SMALL HICKORY GROVE, 100 FEET SOUTH
 FG1373'OF A SUDDEN DROP INTO A VALLEY, 39 FEET SOUTH OF THE CENTER OF THE
 FG1373'ROAD, AND 4 FEET SOUTH OF A 10-INCH HICKORY TREE.  A STANDARD DISK,
 FG1373'STAMPED H 143 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1373
 FG1373                          STATION RECOVERY (1984)
 FG1373
 FG1373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 FG1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1356 ***********************************************************************
 FG1356  DESIGNATION -  H 145
 FG1356  PID         -  FG1356
 FG1356  STATE/COUNTY-  AR/MADISON
 FG1356  USGS QUAD   -  WEATHERS (1973)
 FG1356
 FG1356                         *CURRENT SURVEY CONTROL
 FG1356  ___________________________________________________________________
 FG1356* NAD 83(1986)-  35 53 07.     (N)    093 31 21.     (W)     SCALED    
 FG1356* NAVD 88     -       681.778  (meters)    2236.80   (feet)  ADJUSTED  
 FG1356  ___________________________________________________________________
 FG1356  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG1356  DYNAMIC HT  -         681.120 (meters)    2234.64  (feet)  COMP
 FG1356  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 FG1356
 FG1356  VERT ORDER  -  SECOND    CLASS 0
 FG1356
 FG1356.The horizontal coordinates were scaled from a topographic map and have
 FG1356.an estimated accuracy of +/- 6 seconds.
 FG1356
 FG1356.The orthometric height was determined by differential leveling
 FG1356.and adjusted by the National Geodetic Survey in June 1991..
 FG1356
 FG1356.The geoid height was determined by GEOID03.
 FG1356
 FG1356.The dynamic height is computed by dividing the NAVD 88
 FG1356.geopotential number by the normal gravity value computed on the
 FG1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1356.degrees latitude (g = 980.6199 gals.).
 FG1356
 FG1356.The modeled gravity was interpolated from observed gravity values.
 FG1356
 FG1356;                    North         East    Units  Estimated Accuracy
 FG1356;SPC AR N     -   173,240.      262,540.      MT  (+/- 180 meters Scaled)
 FG1356
 FG1356                          SUPERSEDED SURVEY CONTROL
 FG1356
 FG1356  NGVD 29 (??/??/92)  681.683  (m)         2236.49   (f) ADJ UNCH    2 0
 FG1356
 FG1356.Superseded values are not recommended for survey control.
 FG1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1356.See file dsdata.txt to determine how the superseded data were derived.
 FG1356
 FG1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV528713(NAD 83)
 FG1356_MARKER: DB = BENCH MARK DISK
 FG1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1356_STAMPING: H 145 1935
 FG1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1356+STABILITY: SURFACE MOTION
 FG1356
 FG1356  HISTORY     - Date     Condition        Report By
 FG1356  HISTORY     - 1935     MONUMENTED       CGS
 FG1356
 FG1356                          STATION DESCRIPTION
 FG1356
 FG1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1356'1.6 MI N FROM REDSTAR.
 FG1356'1.6 MILES NORTH ALONG THE LOY ROAD FROM THE POST OFFICE AT REDSTAR,
 FG1356'MADISON COUNTY, 180 FEET NORTHEAST OF THE BEN MARKSBERRY FARMHOUSE, 27
 FG1356'FEET NORTH OF THE CENTERLINE OF THE ROAD, 105 FEET EAST OF THE
 FG1356'SOUTHEAST CORNER OF A BARN, 15 FEET NORTH OF A 6-INCH PERSIMMON TREE
 FG1356'AT A FENCE CORNER, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK,
 FG1356'STAMPED H 145 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0721 ***********************************************************************
 FG0721  DESIGNATION -  H 146
 FG0721  PID         -  FG0721
 FG0721  STATE/COUNTY-  AR/SEARCY
 FG0721  USGS QUAD   -  EULA (1980)
 FG0721
 FG0721                         *CURRENT SURVEY CONTROL
 FG0721  ___________________________________________________________________
 FG0721* NAD 83(1986)-  35 58 22.     (N)    092 53 35.     (W)     SCALED    
 FG0721* NAVD 88     -       204.726  (meters)     671.67   (feet)  ADJUSTED  
 FG0721  ___________________________________________________________________
 FG0721  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FG0721  DYNAMIC HT  -         204.542 (meters)     671.07  (feet)  COMP
 FG0721  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 FG0721
 FG0721  VERT ORDER  -  SECOND    CLASS 0
 FG0721
 FG0721.The horizontal coordinates were scaled from a topographic map and have
 FG0721.an estimated accuracy of +/- 6 seconds.
 FG0721
 FG0721.The orthometric height was determined by differential leveling
 FG0721.and adjusted by the National Geodetic Survey in June 1991..
 FG0721
 FG0721.The geoid height was determined by GEOID03.
 FG0721
 FG0721.The dynamic height is computed by dividing the NAVD 88
 FG0721.geopotential number by the normal gravity value computed on the
 FG0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0721.degrees latitude (g = 980.6199 gals.).
 FG0721
 FG0721.The modeled gravity was interpolated from observed gravity values.
 FG0721
 FG0721;                    North         East    Units  Estimated Accuracy
 FG0721;SPC AR N     -   182,250.      319,460.      MT  (+/- 180 meters Scaled)
 FG0721
 FG0721                          SUPERSEDED SURVEY CONTROL
 FG0721
 FG0721  NGVD 29 (??/??/92)  204.613  (m)          671.30   (f) ADJ UNCH    2 0
 FG0721
 FG0721.Superseded values are not recommended for survey control.
 FG0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0721.See file dsdata.txt to determine how the superseded data were derived.
 FG0721
 FG0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV096809(NAD 83)
 FG0721_MARKER: DB = BENCH MARK DISK
 FG0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0721_STAMPING: H 146 1935
 FG0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0721+STABILITY: SURFACE MOTION
 FG0721
 FG0721  HISTORY     - Date     Condition        Report By
 FG0721  HISTORY     - 1935     MONUMENTED       CGS
 FG0721  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0721
 FG0721                          STATION DESCRIPTION
 FG0721
 FG0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0721'0.4 MI NE FROM WOLEM.
 FG0721'0.4 MILE NORTHEAST ALONG THE RIGHLAND ROAD FROM WOLEM, SEARCY COUNTY,
 FG0721'1 MILE WEST ALONG THE WESTERN GROVE ROAD (CAVE CREEK ROAD), 0.6 MILE
 FG0721'WEST OF WOLEM, 0.3 MILE WEST OF BUFFALO RIVER, 200 FEET EAST OF A
 FG0721'RIGHT-ANGLE CURVE, AT THE ELLIOTE AND GRIMES STAVE CO., 22 FEET
 FG0721'SOUTHWEST OF THE NEAREST EMPLOYEES CABIN, 17 FEET NORTH OF THE
 FG0721'CENTERLINE OF THE ROAD, 7 1/2 FEET EAST OF A 20-INCH APPLE TREE, AND 1
 FG0721'FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED H 146 1935 AND SET IN
 FG0721'THE TOP OF A CONCRETE POST.
 FG0721
 FG0721                          STATION RECOVERY (1976)
 FG0721
 FG0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0515 ***********************************************************************
 FG0515  DESIGNATION -  H 147
 FG0515  PID         -  FG0515
 FG0515  STATE/COUNTY-  AR/SEARCY
 FG0515  USGS QUAD   -  MOORE (1980)
 FG0515
 FG0515                         *CURRENT SURVEY CONTROL
 FG0515  ___________________________________________________________________
 FG0515* NAD 83(1986)-  35 45 18.     (N)    092 52 57.     (W)     SCALED    
 FG0515* NAVD 88     -       562.537  (meters)    1845.59   (feet)  ADJUSTED  
 FG0515  ___________________________________________________________________
 FG0515  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0515  DYNAMIC HT  -         561.992 (meters)    1843.80  (feet)  COMP
 FG0515  MODELED GRAV-     979,645.8   (mgal)                       NAVD 88
 FG0515
 FG0515  VERT ORDER  -  SECOND    CLASS 0
 FG0515
 FG0515.The horizontal coordinates were scaled from a topographic map and have
 FG0515.an estimated accuracy of +/- 6 seconds.
 FG0515
 FG0515.The orthometric height was determined by differential leveling
 FG0515.and adjusted by the National Geodetic Survey in June 1991..
 FG0515
 FG0515.The geoid height was determined by GEOID03.
 FG0515
 FG0515.The dynamic height is computed by dividing the NAVD 88
 FG0515.geopotential number by the normal gravity value computed on the
 FG0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0515.degrees latitude (g = 980.6199 gals.).
 FG0515
 FG0515.The modeled gravity was interpolated from observed gravity values.
 FG0515
 FG0515;                    North         East    Units  Estimated Accuracy
 FG0515;SPC AR N     -   158,080.      320,190.      MT  (+/- 180 meters Scaled)
 FG0515
 FG0515                          SUPERSEDED SURVEY CONTROL
 FG0515
 FG0515  NGVD 29 (??/??/92)  562.442  (m)         1845.28   (f) ADJ UNCH    2 0
 FG0515
 FG0515.Superseded values are not recommended for survey control.
 FG0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0515.See file dsdata.txt to determine how the superseded data were derived.
 FG0515
 FG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV106567(NAD 83)
 FG0515_MARKER: DB = BENCH MARK DISK
 FG0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0515_STAMPING: H 147 1935
 FG0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0515+STABILITY: SURFACE MOTION
 FG0515
 FG0515  HISTORY     - Date     Condition        Report By
 FG0515  HISTORY     - 1935     MONUMENTED       CGS
 FG0515
 FG0515                          STATION DESCRIPTION
 FG0515
 FG0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0515'1.6 MI W FROM WITT SPRINGS.
 FG0515'1.6 MILES WEST ALONG THE MOORE ROAD FROM THE JUNCTION OF STATE HIGHWAY
 FG0515'27 AT WITT SPRINGS, SEARCY COUNTY, 23 FEET SOUTHWEST OF THE SOUTHWEST
 FG0515'CORNER OF THE WILLIE COMPTON FARMHOUSE, 17 FEET EAST OF THE CENTERLINE
 FG0515'OF THE ROAD, 13 FEET WEST OF A 14-INCH WALNUT TREE, 7 FEET EAST OF A
 FG0515'SOUTHWEST FENCE CORNER, AND 1 1/2 FEET NORTH OF A FENCE.  A STANDARD
 FG0515'DISK, STAMPED H 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0665 ***********************************************************************
 FG0665  DESIGNATION -  H 148
 FG0665  PID         -  FG0665
 FG0665  STATE/COUNTY-  AR/POPE
 FG0665  USGS QUAD   -  LOST CORNER (1980)
 FG0665
 FG0665                         *CURRENT SURVEY CONTROL
 FG0665  ___________________________________________________________________
 FG0665* NAD 83(1986)-  35 35 30.     (N)    092 50 02.     (W)     SCALED    
 FG0665* NAVD 88     -       469.531  (meters)    1540.45   (feet)  ADJUSTED  
 FG0665  ___________________________________________________________________
 FG0665  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG0665  DYNAMIC HT  -         469.075 (meters)    1538.96  (feet)  COMP
 FG0665  MODELED GRAV-     979,647.5   (mgal)                       NAVD 88
 FG0665
 FG0665  VERT ORDER  -  SECOND    CLASS 0
 FG0665
 FG0665.The horizontal coordinates were scaled from a topographic map and have
 FG0665.an estimated accuracy of +/- 6 seconds.
 FG0665
 FG0665.The orthometric height was determined by differential leveling
 FG0665.and adjusted by the National Geodetic Survey in June 1991..
 FG0665
 FG0665.The geoid height was determined by GEOID03.
 FG0665
 FG0665.The dynamic height is computed by dividing the NAVD 88
 FG0665.geopotential number by the normal gravity value computed on the
 FG0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0665.degrees latitude (g = 980.6199 gals.).
 FG0665
 FG0665.The modeled gravity was interpolated from observed gravity values.
 FG0665
 FG0665;                    North         East    Units  Estimated Accuracy
 FG0665;SPC AR N     -   139,920.      324,430.      MT  (+/- 180 meters Scaled)
 FG0665
 FG0665                          SUPERSEDED SURVEY CONTROL
 FG0665
 FG0665  NGVD 29 (??/??/92)  469.466  (m)         1540.24   (f) ADJ UNCH    2 0
 FG0665
 FG0665.Superseded values are not recommended for survey control.
 FG0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0665.See file dsdata.txt to determine how the superseded data were derived.
 FG0665
 FG0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV150386(NAD 83)
 FG0665_MARKER: DB = BENCH MARK DISK
 FG0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0665_STAMPING: H 148 1935
 FG0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0665+STABILITY: SURFACE MOTION
 FG0665
 FG0665  HISTORY     - Date     Condition        Report By
 FG0665  HISTORY     - 1935     MONUMENTED       CGS
 FG0665
 FG0665                          STATION DESCRIPTION
 FG0665
 FG0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0665'1.6 MI NW FROM LOST CORNER.
 FG0665'1.6 MILES NORTHWEST ALONG THE TILLY ROAD FROM THE POST OFFICE AT LOST
 FG0665'CORNER, POPE COUNTY, AT LOST CORNER CAMP OF THE CIVILIAN CONSERVATION
 FG0665'CORPS, 200 FEET SOUTH OF THE OFFICERS QUARTERS CAMP HOUSE, 400 FEET
 FG0665'NORTH OF A NORTHWEST FENCE CORNER, 66 FEET EAST OF THE JUNCTION OF THE
 FG0665'CAMP ROAD, 54 FEET NORTH OF THE CENTERLINE OF THE TILLY ROAD, AND 16
 FG0665'1/2 FEET SOUTH OF A 20-INCH WHITE OAK TREE.  A STANDARD DISK, STAMPED
 FG0665'H 148 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0847 ***********************************************************************
 EH0847  DESIGNATION -  H 15
 EH0847  PID         -  EH0847
 EH0847  STATE/COUNTY-  AR/LEE
 EH0847  USGS QUAD   -  MORO (1984)
 EH0847
 EH0847                         *CURRENT SURVEY CONTROL
 EH0847  ___________________________________________________________________
 EH0847* NAD 83(1986)-  34 47 44.     (N)    090 59 27.     (W)     SCALED    
 EH0847* NAVD 88     -        61.633  (meters)     202.21   (feet)  ADJUSTED  
 EH0847  ___________________________________________________________________
 EH0847  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH0847  DYNAMIC HT  -          61.577 (meters)     202.02  (feet)  COMP
 EH0847  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 EH0847
 EH0847  VERT ORDER  -  FIRST     CLASS II
 EH0847
 EH0847.The horizontal coordinates were scaled from a topographic map and have
 EH0847.an estimated accuracy of +/- 6 seconds.
 EH0847
 EH0847.The orthometric height was determined by differential leveling
 EH0847.and adjusted by the National Geodetic Survey in June 1991..
 EH0847
 EH0847.The geoid height was determined by GEOID03.
 EH0847
 EH0847.The dynamic height is computed by dividing the NAVD 88
 EH0847.geopotential number by the normal gravity value computed on the
 EH0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0847.degrees latitude (g = 980.6199 gals.).
 EH0847
 EH0847.The modeled gravity was interpolated from observed gravity values.
 EH0847
 EH0847;                    North         East    Units  Estimated Accuracy
 EH0847;SPC AR S     -   636,580.      492,350.      MT  (+/- 180 meters Scaled)
 EH0847
 EH0847                          SUPERSEDED SURVEY CONTROL
 EH0847
 EH0847  NGVD 29 (??/??/??)   61.642  (m)          202.24   (f) ADJUSTED    1 2
 EH0847
 EH0847.Superseded values are not recommended for survey control.
 EH0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0847.See file dsdata.txt to determine how the superseded data were derived.
 EH0847
 EH0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU838522(NAD 83)
 EH0847_MARKER: DB = BENCH MARK DISK
 EH0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0847_STAMPING: 202.109 H 15 1932
 EH0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0847+STABILITY: SURFACE MOTION
 EH0847
 EH0847  HISTORY     - Date     Condition        Report By
 EH0847  HISTORY     - 1932     MONUMENTED       CGS
 EH0847  HISTORY     - 1955     GOOD             CGS
 EH0847  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH0847
 EH0847                          STATION DESCRIPTION
 EH0847
 EH0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0847'IN MORO.
 EH0847'AT MORO, ABOUT 0.1 MILE SOUTHWEST OF STATE HIGHWAY 78, ALONG ABANDONED
 EH0847'GRADE OF MISSOURI AND ARKANSAS RAILROAD, 173 FEET NORTHWEST OF CENTER
 EH0847'LINE OF MAIN NORTHEAST-SOUTHWEST GRAVEL ROAD, 169 FEET NORTH AND
 EH0847'ACROSS A NORTHWEST-SOUTHEAST GRAVEL STREET FROM THE NORTH CORNER OF
 EH0847'POST OFFICE (BRICK BUILDING), 101 FEET NORTHEAST OF CENTER LINE OF
 EH0847'NORTHWEST-SOUTHEAST GRAVEL STREET, 43 FEET NORTHWEST OF NORTH CORNER
 EH0847'OF A WHITE FRAME HOUSE (FORMERLY OLD RAILROAD STATION), 53 FEET EAST
 EH0847'OF A LONE 30-INCH OAK TREE, ABOUT LEVEL WITH STREETS AND SET IN THE
 EH0847'TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- AREA IS BARE AND IN
 EH0847'CULTIVATED FIELD.
 EH0847
 EH0847                          STATION RECOVERY (1970)
 EH0847
 EH0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0601 ***********************************************************************
 EJ0601  DESIGNATION -  H 15 1
 EJ0601  PID         -  EJ0601
 EJ0601  STATE/COUNTY-  AR/JEFFERSON
 EJ0601  USGS QUAD   -  WRIGHT (1975)
 EJ0601
 EJ0601                         *CURRENT SURVEY CONTROL
 EJ0601  ___________________________________________________________________
 EJ0601* NAD 83(1986)-  34 25 27.     (N)    092 04 21.     (W)     SCALED    
 EJ0601* NAVD 88     -        67.982  (meters)     223.04   (feet)  ADJUSTED  
 EJ0601  ___________________________________________________________________
 EJ0601  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EJ0601  DYNAMIC HT  -          67.918 (meters)     222.83  (feet)  COMP
 EJ0601  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 EJ0601
 EJ0601  VERT ORDER  -  SECOND    CLASS 0
 EJ0601
 EJ0601.The horizontal coordinates were scaled from a topographic map and have
 EJ0601.an estimated accuracy of +/- 6 seconds.
 EJ0601
 EJ0601.The orthometric height was determined by differential leveling
 EJ0601.and adjusted by the National Geodetic Survey in June 1991..
 EJ0601
 EJ0601.The geoid height was determined by GEOID03.
 EJ0601
 EJ0601.The dynamic height is computed by dividing the NAVD 88
 EJ0601.geopotential number by the normal gravity value computed on the
 EJ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0601.degrees latitude (g = 980.6199 gals.).
 EJ0601
 EJ0601.The modeled gravity was interpolated from observed gravity values.
 EJ0601
 EJ0601;                    North         East    Units  Estimated Accuracy
 EJ0601;SPC AR S     -   594,930.      393,340.      MT  (+/- 180 meters Scaled)
 EJ0601
 EJ0601                          SUPERSEDED SURVEY CONTROL
 EJ0601
 EJ0601  NGVD 29 (??/??/92)   68.015  (m)          223.15   (f) ADJ UNCH    2 0
 EJ0601
 EJ0601.Superseded values are not recommended for survey control.
 EJ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0601.See file dsdata.txt to determine how the superseded data were derived.
 EJ0601
 EJ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU852095(NAD 83)
 EJ0601_MARKER: P = PIPE CAP
 EJ0601_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0601_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ0601_STAMPING: H-15-1
 EJ0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0601
 EJ0601  HISTORY     - Date     Condition        Report By
 EJ0601  HISTORY     - UNK      MONUMENTED       USE
 EJ0601  HISTORY     - 1940     GOOD             NGS
 EJ0601  HISTORY     - 20020606 MARK NOT FOUND   USACE
 EJ0601
 EJ0601                          STATION DESCRIPTION
 EJ0601
 EJ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0601'0.7 MI S FROM WRIGHT.
 EJ0601'0.7 MILE SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0601'WRIGHT, JEFFERSON COUNTY, 0.4 MILE WEST ALONG A DIRT ROAD LEADING PAST
 EJ0601'THE C. J. BOST FARMHOUSE AND BARNS, AT THE FARM PASTURE, 115 YARDS
 EJ0601'EAST OF THE TOE OF THE LEVEE, 52 FEET NORTHEAST OF A 4-FOOT PECAN
 EJ0601'TREE, AND 28 FEET SOUTH OF THE CENTERLINE OF THE FIELD ROAD.  A
 EJ0601'STANDARD CAP, STAMPED H-15-1 AND RIVETED ON THE TOP OF A 3-INCH IRON
 EJ0601'PIPE PROJECTING 15 INCHES ABOVE GROUND.
 EJ0601
 EJ0601                          STATION RECOVERY (2002)
 EJ0601
 EJ0601'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EJ0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0637 ***********************************************************************
 FG0637  DESIGNATION -  H 150
 FG0637  PID         -  FG0637
 FG0637  STATE/COUNTY-  AR/VAN BUREN
 FG0637  USGS QUAD   -  BOTKINBURG (1965)
 FG0637
 FG0637                         *CURRENT SURVEY CONTROL
 FG0637  ___________________________________________________________________
 FG0637* NAD 83(1986)-  35 43 14.     (N)    092 35 34.     (W)     SCALED    
 FG0637* NAVD 88     -       403.010  (meters)    1322.21   (feet)  ADJUSTED  
 FG0637  ___________________________________________________________________
 FG0637  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG0637  DYNAMIC HT  -         402.627 (meters)    1320.95  (feet)  COMP
 FG0637  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 FG0637
 FG0637  VERT ORDER  -  SECOND    CLASS 0
 FG0637
 FG0637.The horizontal coordinates were scaled from a topographic map and have
 FG0637.an estimated accuracy of +/- 6 seconds.
 FG0637
 FG0637.The orthometric height was determined by differential leveling
 FG0637.and adjusted by the National Geodetic Survey in June 1991..
 FG0637
 FG0637.The geoid height was determined by GEOID03.
 FG0637
 FG0637.The dynamic height is computed by dividing the NAVD 88
 FG0637.geopotential number by the normal gravity value computed on the
 FG0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0637.degrees latitude (g = 980.6199 gals.).
 FG0637
 FG0637.The modeled gravity was interpolated from observed gravity values.
 FG0637
 FG0637;                    North         East    Units  Estimated Accuracy
 FG0637;SPC AR N     -   154,060.      346,370.      MT  (+/- 180 meters Scaled)
 FG0637
 FG0637                          SUPERSEDED SURVEY CONTROL
 FG0637
 FG0637  NGVD 29 (??/??/92)  402.902  (m)         1321.85   (f) ADJ UNCH    2 0
 FG0637
 FG0637.Superseded values are not recommended for survey control.
 FG0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0637.See file dsdata.txt to determine how the superseded data were derived.
 FG0637
 FG0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV368530(NAD 83)
 FG0637_MARKER: DB = BENCH MARK DISK
 FG0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0637_STAMPING: H 150 1935
 FG0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0637+STABILITY: SURFACE MOTION
 FG0637
 FG0637  HISTORY     - Date     Condition        Report By
 FG0637  HISTORY     - 1935     MONUMENTED       CGS
 FG0637
 FG0637                          STATION DESCRIPTION
 FG0637
 FG0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0637'5.3 MI NE FROM COPELAND.
 FG0637'5.3 MILES NORTHEAST ALONG THE DENNARD ROAD FROM THE JUNCTION WITH
 FG0637'STATE HIGHWAY 16 AT COPELAND, VAN BUREN COUNTY, 1.4 MILES SOUTH OF THE
 FG0637'JUNCTION OF THE TRACE RIDGE ROAD, 81 FEET SOUTH OF THE SOUTHWEST
 FG0637'CORNER OF THE DOC MCCUTCHEON RESIDENCE ON THE R. C. RILEY FARM, 29
 FG0637'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20 FEET SOUTH OF A SOUTHEAST
 FG0637'GARDEN FENCE CORNER, 12 FEET NORTH OF THE NORTHWEST CORNER OF A GRAIN
 FG0637'STORAGE HOUSE, 3 FEET NORTH OF A 5-INCH WALNUT TREE, AND 1 1/2 FEET
 FG0637'EAST OF A FENCE.  A STANDARD DISK, STAMPED H 150 1935 AND SET IN THE
 FG0637'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1224 ***********************************************************************
 EJ1224  DESIGNATION -  H 151
 EJ1224  PID         -  EJ1224
 EJ1224  STATE/COUNTY-  AR/CLARK
 EJ1224  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1224
 EJ1224                         *CURRENT SURVEY CONTROL
 EJ1224  ___________________________________________________________________
 EJ1224* NAD 83(1986)-  34 04 01.     (N)    093 14 29.     (W)     SCALED    
 EJ1224* NAVD 88     -        65.138  (meters)     213.71   (feet)  ADJUSTED  
 EJ1224  ___________________________________________________________________
 EJ1224  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ1224  DYNAMIC HT  -          65.073 (meters)     213.49  (feet)  COMP
 EJ1224  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 EJ1224
 EJ1224  VERT ORDER  -  SECOND    CLASS 0
 EJ1224
 EJ1224.The horizontal coordinates were scaled from a topographic map and have
 EJ1224.an estimated accuracy of +/- 6 seconds.
 EJ1224
 EJ1224.The orthometric height was determined by differential leveling
 EJ1224.and adjusted by the National Geodetic Survey in June 1991..
 EJ1224
 EJ1224.The geoid height was determined by GEOID03.
 EJ1224
 EJ1224.The dynamic height is computed by dividing the NAVD 88
 EJ1224.geopotential number by the normal gravity value computed on the
 EJ1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1224.degrees latitude (g = 980.6199 gals.).
 EJ1224
 EJ1224.The modeled gravity was interpolated from observed gravity values.
 EJ1224
 EJ1224;                    North         East    Units  Estimated Accuracy
 EJ1224;SPC AR S     -   556,000.      285,420.      MT  (+/- 180 meters Scaled)
 EJ1224
 EJ1224                          SUPERSEDED SURVEY CONTROL
 EJ1224
 EJ1224  NGVD 29 (??/??/92)   65.145  (m)          213.73   (f) ADJ UNCH    2 0
 EJ1224
 EJ1224.Superseded values are not recommended for survey control.
 EJ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1224.See file dsdata.txt to determine how the superseded data were derived.
 EJ1224
 EJ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT777696(NAD 83)
 EJ1224_MARKER: DB = BENCH MARK DISK
 EJ1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1224_STAMPING: H 151 1935
 EJ1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1224+STABILITY: SURFACE MOTION
 EJ1224
 EJ1224  HISTORY     - Date     Condition        Report By
 EJ1224  HISTORY     - 1935     MONUMENTED       CGS
 EJ1224  HISTORY     - 1964     GOOD             NGS
 EJ1224
 EJ1224                          STATION DESCRIPTION
 EJ1224
 EJ1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1224'8.5 MI NE FROM OKOLONA.
 EJ1224'8.5 MILES NORTHEAST ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL AT
 EJ1224'OKOLONA, 0.8 MILE NORTHEAST OF THE JUNCTION OF A ROAD TO GURDON, AT A
 EJ1224'STEEL HIGHWAY BRIDGE OVER TERRE NOIRE CREEK, 15 FEET SOUTHEAST OF THE
 EJ1224'CENTERLINE OF THE HIGHWAY IN THE TOP OF THE SOUTHEAST END OF THE
 EJ1224'NORTHEAST ABUTMENT, AND 3.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 EJ1224'DISK, STAMPED H 151 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1224
 EJ1224                          STATION RECOVERY (1964)
 EJ1224
 EJ1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0560 ***********************************************************************
 GF0560  DESIGNATION -  H 157
 GF0560  PID         -  GF0560
 GF0560  STATE/COUNTY-  AR/CARROLL
 GF0560  USGS QUAD   -  BERRYVILLE (1972)
 GF0560
 GF0560                         *CURRENT SURVEY CONTROL
 GF0560  ___________________________________________________________________
 GF0560* NAD 83(1986)-  36 15 02.     (N)    093 34 38.     (W)     SCALED    
 GF0560* NAVD 88     -       375.782  (meters)    1232.88   (feet)  ADJUSTED  
 GF0560  ___________________________________________________________________
 GF0560  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GF0560  DYNAMIC HT  -         375.444 (meters)    1231.77  (feet)  COMP
 GF0560  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 GF0560
 GF0560  VERT ORDER  -  SECOND    CLASS 0
 GF0560
 GF0560.The horizontal coordinates were scaled from a topographic map and have
 GF0560.an estimated accuracy of +/- 6 seconds.
 GF0560
 GF0560.The orthometric height was determined by differential leveling
 GF0560.and adjusted by the National Geodetic Survey in June 1991..
 GF0560
 GF0560.The geoid height was determined by GEOID03.
 GF0560
 GF0560.The dynamic height is computed by dividing the NAVD 88
 GF0560.geopotential number by the normal gravity value computed on the
 GF0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0560.degrees latitude (g = 980.6199 gals.).
 GF0560
 GF0560.The modeled gravity was interpolated from observed gravity values.
 GF0560
 GF0560;                    North         East    Units  Estimated Accuracy
 GF0560;SPC AR N     -   213,840.      258,250.      MT  (+/- 180 meters Scaled)
 GF0560
 GF0560                          SUPERSEDED SURVEY CONTROL
 GF0560
 GF0560  NGVD 29 (??/??/92)  375.646  (m)         1232.43   (f) ADJ UNCH    2 0
 GF0560
 GF0560.Superseded values are not recommended for survey control.
 GF0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0560.See file dsdata.txt to determine how the superseded data were derived.
 GF0560
 GF0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA481118(NAD 83)
 GF0560_MARKER: DB = BENCH MARK DISK
 GF0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0560_STAMPING: H 157 1935
 GF0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0560+STABILITY: SURFACE MOTION
 GF0560
 GF0560  HISTORY     - Date     Condition        Report By
 GF0560  HISTORY     - 1935     MONUMENTED       CGS
 GF0560
 GF0560                          STATION DESCRIPTION
 GF0560
 GF0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0560'3.8 MI W FROM CABANAL.
 GF0560'3.8 MILES WEST ALONG THE ROCKHOUSE ROAD FROM THE POST OFFICE
 GF0560'AT CABANAL, CARROLL COUNTY, 200 FEET WEST OF THE JUNCTION OF A
 GF0560'ROAD LEADING SOUTHWEST, IN A VALLEY, 54 FEET EAST OF THE FOOT
 GF0560'OF A HILL, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 42
 GF0560'FEET NORTH OF A SMALL CREEK, 20 FEET SOUTHEAST OF A 24-INCH
 GF0560'OAK TREE, AND 15 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 GF0560'H 157 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0438 ***********************************************************************
 GF0438  DESIGNATION -  H 158
 GF0438  PID         -  GF0438
 GF0438  STATE/COUNTY-  AR/CARROLL
 GF0438  USGS QUAD   -  OSAGE NE (1968)
 GF0438
 GF0438                         *CURRENT SURVEY CONTROL
 GF0438  ___________________________________________________________________
 GF0438* NAD 83(1986)-  36 09 37.     (N)    093 20 29.     (W)     SCALED    
 GF0438* NAVD 88     -       438.034  (meters)    1437.12   (feet)  ADJUSTED  
 GF0438  ___________________________________________________________________
 GF0438  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GF0438  DYNAMIC HT  -         437.633 (meters)    1435.80  (feet)  COMP
 GF0438  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GF0438
 GF0438  VERT ORDER  -  SECOND    CLASS 0
 GF0438
 GF0438.The horizontal coordinates were scaled from a topographic map and have
 GF0438.an estimated accuracy of +/- 6 seconds.
 GF0438
 GF0438.The orthometric height was determined by differential leveling
 GF0438.and adjusted by the National Geodetic Survey in June 1991..
 GF0438
 GF0438.The geoid height was determined by GEOID03.
 GF0438
 GF0438.The dynamic height is computed by dividing the NAVD 88
 GF0438.geopotential number by the normal gravity value computed on the
 GF0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0438.degrees latitude (g = 980.6199 gals.).
 GF0438
 GF0438.The modeled gravity was interpolated from observed gravity values.
 GF0438
 GF0438;                    North         East    Units  Estimated Accuracy
 GF0438;SPC AR N     -   203,510.      279,310.      MT  (+/- 180 meters Scaled)
 GF0438
 GF0438                          SUPERSEDED SURVEY CONTROL
 GF0438
 GF0438  NGVD 29 (??/??/92)  437.912  (m)         1436.72   (f) ADJ UNCH    2 0
 GF0438
 GF0438.Superseded values are not recommended for survey control.
 GF0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0438.See file dsdata.txt to determine how the superseded data were derived.
 GF0438
 GF0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA692017(NAD 83)
 GF0438_MARKER: DB = BENCH MARK DISK
 GF0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0438_STAMPING: H 158 1935
 GF0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0438+STABILITY: SURFACE MOTION
 GF0438
 GF0438  HISTORY     - Date     Condition        Report By
 GF0438  HISTORY     - 1935     MONUMENTED       CGS
 GF0438  HISTORY     - 1935     GOOD             NGS
 GF0438
 GF0438                          STATION DESCRIPTION
 GF0438
 GF0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0438'AT DELMAR.
 GF0438'AT DELMAR, CARROLL COUNTY, AT THE POST OFFICE AND THE W.C. SISCO
 GF0438'STORE, 200 FEET SOUTHEAST OF THE JUNCTION OF THE DELMAR-OSAGE
 GF0438'ROAD AND THE BATAVIA ROAD, 42 FEET EAST OF THE SOUTHEAST CORNER
 GF0438'OF THE W.C. SISCO HOUSE, 31 FEET SOUTH OF THE SOUTHEAST CORNER
 GF0438'OF THE POST OFFICE, 5 FEET NORTH OF A YARD GATE, AND 2 FEET
 GF0438'EAST OF A FENCE.  A STANDARD DISK, STAMPED H 158 1935 AND
 GF0438'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0980 ***********************************************************************
 EJ0980  DESIGNATION -  H 159
 EJ0980  PID         -  EJ0980
 EJ0980  STATE/COUNTY-  AR/YELL
 EJ0980  USGS QUAD   -  ONYX (1968)
 EJ0980
 EJ0980                         *CURRENT SURVEY CONTROL
 EJ0980  ___________________________________________________________________
 EJ0980* NAD 83(1986)-  34 49 38.     (N)    093 25 09.     (W)     SCALED    
 EJ0980* NAVD 88     -       236.071  (meters)     774.51   (feet)  ADJUSTED  
 EJ0980  ___________________________________________________________________
 EJ0980  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EJ0980  DYNAMIC HT  -         235.831 (meters)     773.72  (feet)  COMP
 EJ0980  MODELED GRAV-     979,615.7   (mgal)                       NAVD 88
 EJ0980
 EJ0980  VERT ORDER  -  SECOND    CLASS 0
 EJ0980
 EJ0980.The horizontal coordinates were scaled from a topographic map and have
 EJ0980.an estimated accuracy of +/- 6 seconds.
 EJ0980
 EJ0980.The orthometric height was determined by differential leveling
 EJ0980.and adjusted by the National Geodetic Survey in June 1991..
 EJ0980
 EJ0980.The geoid height was determined by GEOID03.
 EJ0980
 EJ0980.The dynamic height is computed by dividing the NAVD 88
 EJ0980.geopotential number by the normal gravity value computed on the
 EJ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0980.degrees latitude (g = 980.6199 gals.).
 EJ0980
 EJ0980.The modeled gravity was interpolated from observed gravity values.
 EJ0980
 EJ0980;                    North         East    Units  Estimated Accuracy
 EJ0980;SPC AR N     -    55,730.      270,180.      MT  (+/- 180 meters Scaled)
 EJ0980
 EJ0980                          SUPERSEDED SURVEY CONTROL
 EJ0980
 EJ0980  NGVD 29 (??/??/92)  236.01   (m)          774.3    (f) COMPUTED    2 0
 EJ0980
 EJ0980.Superseded values are not recommended for survey control.
 EJ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0980.See file dsdata.txt to determine how the superseded data were derived.
 EJ0980
 EJ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU616539(NAD 83)
 EJ0980_MARKER: DB = BENCH MARK DISK
 EJ0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0980_SP_SET: CULVERT
 EJ0980_STAMPING: H 159 1935
 EJ0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0980
 EJ0980  HISTORY     - Date     Condition        Report By
 EJ0980  HISTORY     - 1935     MONUMENTED       CGS
 EJ0980
 EJ0980                          STATION DESCRIPTION
 EJ0980
 EJ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0980'1.8 MI S FROM ONYX.
 EJ0980'1.8 MILE SOUTH OF, ALONG ST.HWY.NO. 27, FROM SCHOOL 13.4 FEET WEST OF
 EJ0980'CENTERLINE OF ST.HWY/NO. 27.  1.1 FT. NORTH OF SOUTH END OF HEADWALL.
 EJ0980'BRONZE TABLET SET HORIZONTALLY IN TOP OF SOUTH END OF CONCRETE
 EJ0980'HEADWALL 21 FEET X 7 FEET CONCRETE DOUBLE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0981 ***********************************************************************
 EJ0981  DESIGNATION -  H 159 RESET
 EJ0981  PID         -  EJ0981
 EJ0981  STATE/COUNTY-  AR/YELL
 EJ0981  USGS QUAD   -  ONYX (1968)
 EJ0981
 EJ0981                         *CURRENT SURVEY CONTROL
 EJ0981  ___________________________________________________________________
 EJ0981* NAD 83(1986)-  34 49 38.     (N)    093 25 08.     (W)     SCALED    
 EJ0981* NAVD 88     -       235.20   (meters)     771.7    (feet)  RESET     
 EJ0981  ___________________________________________________________________
 EJ0981  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EJ0981
 EJ0981  VERT ORDER  -  THIRD
 EJ0981
 EJ0981.The horizontal coordinates were scaled from a topographic map and have
 EJ0981.an estimated accuracy of +/- 6 seconds.
 EJ0981
 EJ0981.The orthometric height was computed from unverified reset data.
 EJ0981.No vertical observational check was made to the station.
 EJ0981
 EJ0981.The geoid height was determined by GEOID03.
 EJ0981
 EJ0981;                    North         East    Units  Estimated Accuracy
 EJ0981;SPC AR N     -    55,730.      270,200.      MT  (+/- 180 meters Scaled)
 EJ0981
 EJ0981                          SUPERSEDED SURVEY CONTROL
 EJ0981
 EJ0981  NGVD 29 (??/??/??)  235.14   (m)          771.5    (f) RESET       3  
 EJ0981
 EJ0981.Superseded values are not recommended for survey control.
 EJ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0981.See file dsdata.txt to determine how the superseded data were derived.
 EJ0981
 EJ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU616539(NAD 83)
 EJ0981_MARKER: DB = BENCH MARK DISK
 EJ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0981_STAMPING: H 159 RESET 1960
 EJ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0981+STABILITY: SURFACE MOTION
 EJ0981
 EJ0981  HISTORY     - Date     Condition        Report By
 EJ0981  HISTORY     - 1960     MONUMENTED       CGS
 EJ0981
 EJ0981                          STATION DESCRIPTION
 EJ0981
 EJ0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EJ0981'11.3 MI S FROM ROVER.
 EJ0981'THE MARK IS LOCATED 11.3 MILES SOUTH ALONG STATE HIGHWAY 27 FROM ITS
 EJ0981'JUNCTION WITH STATE HIGHWAY 28 AT ROVER, AT A BRIDGE OVER SOUTH
 EJ0981'FOURCHE CREEK, ON THE BANK OF THE CREEK, EAST OF THE HIGHWAY.  IT IS
 EJ0981'69 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 EJ0981'SOUTH BANK OF THE CREEK, 12 FEET WEST OF A WASH, 77 FEET
 EJ0981'EAST-SOUTHEAST OF THE CENTER OF THE CONCRETE BRIDGE, AND 1 FOOT
 EJ0981'SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF AN 8-INCH
 EJ0981'SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS ABOUT 3 FEET LOWER
 EJ0981'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1195 ***********************************************************************
 FF1195  DESIGNATION -  H 16
 FF1195  PID         -  FF1195
 FF1195  STATE/COUNTY-  AR/JACKSON
 FF1195  USGS QUAD   -  BEEDEVILLE (1980)
 FF1195
 FF1195                         *CURRENT SURVEY CONTROL
 FF1195  ___________________________________________________________________
 FF1195* NAD 83(1986)-  35 24 25.     (N)    091 05 26.     (W)     SCALED    
 FF1195* NAVD 88     -        67.561  (meters)     221.66   (feet)  ADJUSTED  
 FF1195  ___________________________________________________________________
 FF1195  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FF1195  DYNAMIC HT  -          67.501 (meters)     221.46  (feet)  COMP
 FF1195  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FF1195
 FF1195  VERT ORDER  -  SECOND    CLASS 0
 FF1195
 FF1195.The horizontal coordinates were scaled from a topographic map and have
 FF1195.an estimated accuracy of +/- 6 seconds.
 FF1195
 FF1195.The orthometric height was determined by differential leveling
 FF1195.and adjusted by the National Geodetic Survey in June 1991..
 FF1195
 FF1195.The geoid height was determined by GEOID03.
 FF1195
 FF1195.The dynamic height is computed by dividing the NAVD 88
 FF1195.geopotential number by the normal gravity value computed on the
 FF1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1195.degrees latitude (g = 980.6199 gals.).
 FF1195
 FF1195.The modeled gravity was interpolated from observed gravity values.
 FF1195
 FF1195;                    North         East    Units  Estimated Accuracy
 FF1195;SPC AR N     -   119,490.      482,600.      MT  (+/- 180 meters Scaled)
 FF1195
 FF1195                          SUPERSEDED SURVEY CONTROL
 FF1195
 FF1195  NGVD 29 (??/??/??)   67.512  (m)          221.50   (f) ADJUSTED    2 0
 FF1195
 FF1195.Superseded values are not recommended for survey control.
 FF1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1195.See file dsdata.txt to determine how the superseded data were derived.
 FF1195
 FF1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV733198(NAD 83)
 FF1195_MARKER: DB = BENCH MARK DISK
 FF1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1195_STAMPING: 221.456 H 16 1932
 FF1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1195+STABILITY: SURFACE MOTION
 FF1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1195+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 FF1195
 FF1195  HISTORY     - Date     Condition        Report By
 FF1195  HISTORY     - 1932     MONUMENTED       CGS
 FF1195  HISTORY     - 1975     GOOD             USGS
 FF1195  HISTORY     - 20030611 GOOD             USACE
 FF1195
 FF1195                          STATION DESCRIPTION
 FF1195
 FF1195'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 FF1195'IN MC FADDEN.
 FF1195'IN JACKSON COUNTY, ABOUT 5.5 MILES WEST AND 0.5 MILES NORTH OF THE
 FF1195'JUNCTION OF ST HWY 39 AND 42 IN HICKORY RIDGE, CROSS CO., AT
 FF1195'MCFADDEN, IN THE CHURCH YARD, 80 FEET NORTH OF THE CENTERLINE OF
 FF1195'THE ROAD , 25 FEET WEST OF THE WEST WALL OF THE CHURCH, 20 FEET
 FF1195'SOUTH OF 30 INCH PECAN TREE, 2 FT NORTHWEST OF A 12 INCH TREE, 32 FT
 FF1195'SW OF THE NW CORNER OF THE BUILDING AND 38 FT NW OF SW CORNER OF
 FF1195'THE BUILDING. A STANDARD DISK, STAMPED "221.456 H 16 1932" AND
 FF1195'SET IN THE TOP OF A CONCRETE POST.
 FF1195
 FF1195                          STATION RECOVERY (2003)
 FF1195
 FF1195'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0803 ***********************************************************************
 EJ0803  DESIGNATION -  H 161
 EJ0803  PID         -  EJ0803
 EJ0803  STATE/COUNTY-  AR/SALINE
 EJ0803  USGS QUAD   -  PARON (1984)
 EJ0803
 EJ0803                         *CURRENT SURVEY CONTROL
 EJ0803  ___________________________________________________________________
 EJ0803* NAD 83(1986)-  34 45 56.     (N)    092 50 56.     (W)     SCALED    
 EJ0803* NAVD 88     -       207.205  (meters)     679.81   (feet)  ADJUSTED  
 EJ0803  ___________________________________________________________________
 EJ0803  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EJ0803  DYNAMIC HT  -         207.003 (meters)     679.14  (feet)  COMP
 EJ0803  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EJ0803
 EJ0803  VERT ORDER  -  SECOND    CLASS 0
 EJ0803
 EJ0803.The horizontal coordinates were scaled from a topographic map and have
 EJ0803.an estimated accuracy of +/- 6 seconds.
 EJ0803
 EJ0803.The orthometric height was determined by differential leveling
 EJ0803.and adjusted by the National Geodetic Survey in June 1991..
 EJ0803
 EJ0803.The geoid height was determined by GEOID03.
 EJ0803
 EJ0803.The dynamic height is computed by dividing the NAVD 88
 EJ0803.geopotential number by the normal gravity value computed on the
 EJ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0803.degrees latitude (g = 980.6199 gals.).
 EJ0803
 EJ0803.The modeled gravity was interpolated from observed gravity values.
 EJ0803
 EJ0803;                    North         East    Units  Estimated Accuracy
 EJ0803;SPC AR S     -   633,120.      322,290.      MT  (+/- 180 meters Scaled)
 EJ0803
 EJ0803                          SUPERSEDED SURVEY CONTROL
 EJ0803
 EJ0803  NGVD 29 (??/??/92)  207.209  (m)          679.82   (f) ADJ UNCH    2 0
 EJ0803
 EJ0803.Superseded values are not recommended for survey control.
 EJ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0803.See file dsdata.txt to determine how the superseded data were derived.
 EJ0803
 EJ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU138470(NAD 83)
 EJ0803_MARKER: DB = BENCH MARK DISK
 EJ0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0803_STAMPING: H 161 1935
 EJ0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0803+STABILITY: SURFACE MOTION
 EJ0803
 EJ0803  HISTORY     - Date     Condition        Report By
 EJ0803  HISTORY     - 1935     MONUMENTED       CGS
 EJ0803  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0803
 EJ0803                          STATION DESCRIPTION
 EJ0803
 EJ0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0803'2.0 MI S FROM REFORM.
 EJ0803'2.0 MILES SOUTH ALONG THE OLD LITTLE ROCK-MOUNT IDA ROAD FROM THE POST
 EJ0803'OFFICE AT REFORM, SALINE COUNTY, AT A ROAD JUNCTION, 100 FEET
 EJ0803'NORTHWEST OF A FENCE CORNER, 30 FEET SOUTHEAST OF THE CENTER LINE OF
 EJ0803'THE ROAD LEADING TO THE HENRY HESTER HOUSE, 18.5 FEET SOUTHWEST OF THE
 EJ0803'CENTER LINE OF THE MAIN ROAD, AND AT THE SOUTH CORNER OF A PEACH
 EJ0803'ORCHARD.  A STANDARD DISK, STAMPED H 161 1935 AND SET IN THE TOP OF A
 EJ0803'CONCRETE POST.
 EJ0803
 EJ0803                          STATION RECOVERY (1998)
 EJ0803
 EJ0803'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1093 ***********************************************************************
 EJ1093  DESIGNATION -  H 163
 EJ1093  PID         -  EJ1093
 EJ1093  STATE/COUNTY-  AR/GARLAND
 EJ1093  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1093
 EJ1093                         *CURRENT SURVEY CONTROL
 EJ1093  ___________________________________________________________________
 EJ1093* NAD 83(1986)-  34 34 50.     (N)    093 20 26.     (W)     SCALED    
 EJ1093* NAVD 88     -       178.789  (meters)     586.58   (feet)  ADJUSTED  
 EJ1093  ___________________________________________________________________
 EJ1093  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 EJ1093  DYNAMIC HT  -         178.611 (meters)     585.99  (feet)  COMP
 EJ1093  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 EJ1093
 EJ1093  VERT ORDER  -  SECOND    CLASS 0
 EJ1093
 EJ1093.The horizontal coordinates were scaled from a topographic map and have
 EJ1093.an estimated accuracy of +/- 6 seconds.
 EJ1093
 EJ1093.The orthometric height was determined by differential leveling
 EJ1093.and adjusted by the National Geodetic Survey in June 1991..
 EJ1093
 EJ1093.The geoid height was determined by GEOID03.
 EJ1093
 EJ1093.The dynamic height is computed by dividing the NAVD 88
 EJ1093.geopotential number by the normal gravity value computed on the
 EJ1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1093.degrees latitude (g = 980.6199 gals.).
 EJ1093
 EJ1093.The modeled gravity was interpolated from observed gravity values.
 EJ1093
 EJ1093;                    North         East    Units  Estimated Accuracy
 EJ1093;SPC AR S     -   613,080.      277,010.      MT  (+/- 180 meters Scaled)
 EJ1093
 EJ1093                          SUPERSEDED SURVEY CONTROL
 EJ1093
 EJ1093  NGVD 29 (??/??/92)  178.759  (m)          586.48   (f) ADJ UNCH    2 0
 EJ1093
 EJ1093.Superseded values are not recommended for survey control.
 EJ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1093.See file dsdata.txt to determine how the superseded data were derived.
 EJ1093
 EJ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU687265(NAD 83)
 EJ1093_MARKER: DB = BENCH MARK DISK
 EJ1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1093_STAMPING: H 163 1935
 EJ1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1093+STABILITY: SURFACE MOTION
 EJ1093
 EJ1093  HISTORY     - Date     Condition        Report By
 EJ1093  HISTORY     - 1935     MONUMENTED       CGS
 EJ1093
 EJ1093                          STATION DESCRIPTION
 EJ1093
 EJ1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1093'5.7 MI N FROM CRYSTAL SPRINGS.
 EJ1093'5.7 MILES NORTH ALONG THE WALNUT FORK ROAD FROM THE PUBLIC SCHOOL AT
 EJ1093'CRYSTAL SPRINGS, GARLAND COUNTY, 0.8 MILE SOUTHWEST OF BRADY GROVE
 EJ1093'SCHOOL, 600 FEET NORTHEAST OF THE ERNEST RYAN HOUSE, 110 FEET EAST OF
 EJ1093'THE EAST CORNER OF A BARN, 15.6 FEET SOUTHEAST OF THE CENTER LINE OF
 EJ1093'THE ROAD, AND 4.5 FEET SOUTHWEST OF A NORTH FENCE CORNER.  A STANDARD
 EJ1093'DISK, STAMPED H 163 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0070 ***********************************************************************
 FG0070  DESIGNATION -  H 164
 FG0070  PID         -  FG0070
 FG0070  STATE/COUNTY-  AR/STONE
 FG0070  USGS QUAD   -  OLD LEXINGTON (1973)
 FG0070
 FG0070                         *CURRENT SURVEY CONTROL
 FG0070  ___________________________________________________________________
 FG0070* NAD 83(1986)-  35 44 59.     (N)    092 23 29.     (W)     SCALED    
 FG0070* NAVD 88     -       216.850  (meters)     711.45   (feet)  ADJUSTED  
 FG0070  ___________________________________________________________________
 FG0070  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FG0070  DYNAMIC HT  -         216.647 (meters)     710.78  (feet)  COMP
 FG0070  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 FG0070
 FG0070  VERT ORDER  -  SECOND    CLASS 0
 FG0070
 FG0070.The horizontal coordinates were scaled from a topographic map and have
 FG0070.an estimated accuracy of +/- 6 seconds.
 FG0070
 FG0070.The orthometric height was determined by differential leveling
 FG0070.and adjusted by the National Geodetic Survey in June 1991..
 FG0070
 FG0070.The geoid height was determined by GEOID03.
 FG0070
 FG0070.The dynamic height is computed by dividing the NAVD 88
 FG0070.geopotential number by the normal gravity value computed on the
 FG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0070.degrees latitude (g = 980.6199 gals.).
 FG0070
 FG0070.The modeled gravity was interpolated from observed gravity values.
 FG0070
 FG0070;                    North         East    Units  Estimated Accuracy
 FG0070;SPC AR N     -   157,210.      364,600.      MT  (+/- 180 meters Scaled)
 FG0070
 FG0070                          SUPERSEDED SURVEY CONTROL
 FG0070
 FG0070  NGVD 29 (??/??/92)  216.729  (m)          711.05   (f) ADJ UNCH    2 0
 FG0070
 FG0070.Superseded values are not recommended for survey control.
 FG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0070.See file dsdata.txt to determine how the superseded data were derived.
 FG0070
 FG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV550563(NAD 83)
 FG0070_MARKER: DB = BENCH MARK DISK
 FG0070_SETTING: 80 = SET IN A BOULDER
 FG0070_SP_SET: SANDSTONE BOULDER
 FG0070_STAMPING: H 164 1935
 FG0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0070+STABILITY: SURFACE MOTION
 FG0070
 FG0070  HISTORY     - Date     Condition        Report By
 FG0070  HISTORY     - 1935     MONUMENTED       CGS
 FG0070
 FG0070                          STATION DESCRIPTION
 FG0070
 FG0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0070'1.6 MI N FROM ARLBERG.
 FG0070'1.6 MILES NORTH ALONG THE MISSOURI AND NORTH ARKANSAS RAILROAD FROM
 FG0070'THE STATION AT ARLBERG, STONE COUNTY, 22 FEET NORTH OF POLE 199+11, 26
 FG0070'FEET WEST OF THE WEST BANK OF THE LITTLE RED RIVER, 16 FEET EAST OF
 FG0070'THE CENTERLINE OF THE TRACK, IN A 2-BY 4 1/2 -BY 5 1/2-FOOT SANDSTONE
 FG0070'BOULDER, 4 FEET WEST OF THE EAST END, AND 0.2 FOOT NORTH OF THE SOUTH
 FG0070'SIDE.  A STANDARD DISK, STAMPED H 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1630 ***********************************************************************
 FF1630  DESIGNATION -  H 165
 FF1630  PID         -  FF1630
 FF1630  STATE/COUNTY-  AR/INDEPENDENCE
 FF1630  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1630
 FF1630                         *CURRENT SURVEY CONTROL
 FF1630  ___________________________________________________________________
 FF1630* NAD 83(1986)-  35 48 00.     (N)    091 36 56.     (W)     SCALED    
 FF1630* NAVD 88     -        97.433  (meters)     319.66   (feet)  ADJUSTED  
 FF1630  ___________________________________________________________________
 FF1630  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF1630  DYNAMIC HT  -          97.350 (meters)     319.39  (feet)  COMP
 FF1630  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 FF1630
 FF1630  VERT ORDER  -  SECOND    CLASS 0
 FF1630
 FF1630.The horizontal coordinates were scaled from a topographic map and have
 FF1630.an estimated accuracy of +/- 6 seconds.
 FF1630
 FF1630.The orthometric height was determined by differential leveling
 FF1630.and adjusted by the National Geodetic Survey in June 1991..
 FF1630
 FF1630.The geoid height was determined by GEOID03.
 FF1630
 FF1630.The dynamic height is computed by dividing the NAVD 88
 FF1630.geopotential number by the normal gravity value computed on the
 FF1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1630.degrees latitude (g = 980.6199 gals.).
 FF1630
 FF1630.The modeled gravity was interpolated from observed gravity values.
 FF1630
 FF1630;                    North         East    Units  Estimated Accuracy
 FF1630;SPC AR N     -   162,780.      434,750.      MT  (+/- 180 meters Scaled)
 FF1630
 FF1630                          SUPERSEDED SURVEY CONTROL
 FF1630
 FF1630  NGVD 29 (??/??/??)   97.363  (m)          319.43   (f) ADJUSTED    2 0
 FF1630
 FF1630.Superseded values are not recommended for survey control.
 FF1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1630.See file dsdata.txt to determine how the superseded data were derived.
 FF1630
 FF1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV250626(NAD 83)
 FF1630_MARKER: DB = BENCH MARK DISK
 FF1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1630_STAMPING: H 165 1955
 FF1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1630+STABILITY: SURFACE MOTION
 FF1630
 FF1630  HISTORY     - Date     Condition        Report By
 FF1630  HISTORY     - 1955     MONUMENTED       CGS
 FF1630
 FF1630                          STATION DESCRIPTION
 FF1630
 FF1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1630'3.4 MI NE FROM BATESVILLE.
 FF1630'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1630'AT BATESVILLE, THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 11,
 FF1630'63.6 FEET NORTHWEST OF THE NORTH CORNER OF A WHITE FARMHOUSE,
 FF1630'60.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 FF1630'SOUTHWEST OF A TELEPHONE, 10.6 FEET NORTHEAST OF A FENCE CORNER,
 FF1630'2.8 FEET SOUTHWEST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS
 FF1630'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 FF1630'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0606 ***********************************************************************
 GE0606  DESIGNATION -  H 166
 GE0606  PID         -  GE0606
 GE0606  STATE/COUNTY-  AR/SHARP
 GE0606  USGS QUAD   -  STUART (1981)
 GE0606
 GE0606                         *CURRENT SURVEY CONTROL
 GE0606  ___________________________________________________________________
 GE0606* NAD 83(1986)-  36 16 20.     (N)    091 30 32.     (W)     SCALED    
 GE0606* NAVD 88     -       209.664  (meters)     687.87   (feet)  ADJUSTED  
 GE0606  ___________________________________________________________________
 GE0606  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE0606  DYNAMIC HT  -         209.486 (meters)     687.29  (feet)  COMP
 GE0606  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 GE0606
 GE0606  VERT ORDER  -  SECOND    CLASS 0
 GE0606
 GE0606.The horizontal coordinates were scaled from a topographic map and have
 GE0606.an estimated accuracy of +/- 6 seconds.
 GE0606
 GE0606.The orthometric height was determined by differential leveling
 GE0606.and adjusted by the National Geodetic Survey in June 1991..
 GE0606
 GE0606.The geoid height was determined by GEOID03.
 GE0606
 GE0606.The dynamic height is computed by dividing the NAVD 88
 GE0606.geopotential number by the normal gravity value computed on the
 GE0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0606.degrees latitude (g = 980.6199 gals.).
 GE0606
 GE0606.The modeled gravity was interpolated from observed gravity values.
 GE0606
 GE0606;                    North         East    Units  Estimated Accuracy
 GE0606;SPC AR N     -   215,220.      444,130.      MT  (+/- 180 meters Scaled)
 GE0606
 GE0606                          SUPERSEDED SURVEY CONTROL
 GE0606
 GE0606  NGVD 29 (??/??/92)  209.558  (m)          687.52   (f) ADJ UNCH    2 0
 GE0606
 GE0606.Superseded values are not recommended for survey control.
 GE0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0606.See file dsdata.txt to determine how the superseded data were derived.
 GE0606
 GE0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA339151(NAD 83)
 GE0606_MARKER: DB = BENCH MARK DISK
 GE0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0606_SP_SET: CULVERT
 GE0606_STAMPING: H 166 1955
 GE0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0606
 GE0606  HISTORY     - Date     Condition        Report By
 GE0606  HISTORY     - 1955     MONUMENTED       CGS
 GE0606  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0606
 GE0606                          STATION DESCRIPTION
 GE0606
 GE0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0606'4.6 MI SW FROM HARDY.
 GE0606'3.0 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 62 FROM THE ST.
 GE0606'LOUIS-SAN FRANCISCO RAILROAD STATION AT HARDY, THENCE 1.55 MILES
 GE0606'SOUTHWEST ALONG NEW U.S. HIGHWAY 62, 0.1 MILE SOUTHWEST OF A
 GE0606'JUNCTION WITH A DIRT ROAD LEADING EAST, 35 FEET NORTHWEST OF A
 GE0606'POWER POLE, 26 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GE0606'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF
 GE0606'A CONCRETE CULVERT.
 GE0606
 GE0606                          STATION RECOVERY (2003)
 GE0606
 GE0606'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0596 ***********************************************************************
 GE0596  DESIGNATION -  H 167
 GE0596  PID         -  GE0596
 GE0596  STATE/COUNTY-  AR/FULTON
 GE0596  USGS QUAD   -  AGNOS (1981)
 GE0596
 GE0596                         *CURRENT SURVEY CONTROL
 GE0596  ___________________________________________________________________
 GE0596* NAD 83(1986)-  36 15 28.     (N)    091 37 37.     (W)     SCALED    
 GE0596* NAVD 88     -       215.001  (meters)     705.38   (feet)  ADJUSTED  
 GE0596  ___________________________________________________________________
 GE0596  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0596  DYNAMIC HT  -         214.820 (meters)     704.79  (feet)  COMP
 GE0596  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 GE0596
 GE0596  VERT ORDER  -  SECOND    CLASS 0
 GE0596
 GE0596.The horizontal coordinates were scaled from a topographic map and have
 GE0596.an estimated accuracy of +/- 6 seconds.
 GE0596
 GE0596.The orthometric height was determined by differential leveling
 GE0596.and adjusted by the National Geodetic Survey in June 1991..
 GE0596
 GE0596.The geoid height was determined by GEOID03.
 GE0596
 GE0596.The dynamic height is computed by dividing the NAVD 88
 GE0596.geopotential number by the normal gravity value computed on the
 GE0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0596.degrees latitude (g = 980.6199 gals.).
 GE0596
 GE0596.The modeled gravity was interpolated from observed gravity values.
 GE0596
 GE0596;                    North         East    Units  Estimated Accuracy
 GE0596;SPC AR N     -   213,570.      433,530.      MT  (+/- 180 meters Scaled)
 GE0596
 GE0596                          SUPERSEDED SURVEY CONTROL
 GE0596
 GE0596  NGVD 29 (??/??/92)  214.893  (m)          705.03   (f) ADJ UNCH    2 0
 GE0596
 GE0596.Superseded values are not recommended for survey control.
 GE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0596.See file dsdata.txt to determine how the superseded data were derived.
 GE0596
 GE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA233134(NAD 83)
 GE0596_MARKER: DB = BENCH MARK DISK
 GE0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0596_SP_SET: CULVERT
 GE0596_STAMPING: H 167 1955
 GE0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0596
 GE0596  HISTORY     - Date     Condition        Report By
 GE0596  HISTORY     - 1955     MONUMENTED       CGS
 GE0596
 GE0596                          STATION DESCRIPTION
 GE0596
 GE0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0596'3.1 MI NW FROM ASH FLAT.
 GE0596'IN FULTON COUNTY, 3.1 MILES NORTHWEST OF ASH FLAT, SHARP COUNTY.
 GE0596'THIS BENCH MARK MAY BE REACHED FROM THE HIGH SCHOOL BY GOING
 GE0596'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11, THENCE 2.2 MILES
 GE0596'NORTHWEST ALONG U.S. HIGHWAY 62.  IT IS AT A CONCRETE CULVERT
 GE0596'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTHWEST
 GE0596'HEADWALL, AND 28 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GE0596'HIGHWAY.  A STANDARD DISK, STAMPED H 167 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1191 ***********************************************************************
 EH1191  DESIGNATION -  H 168
 EH1191  PID         -  EH1191
 EH1191  STATE/COUNTY-  AR/MONROE
 EH1191  USGS QUAD   -  ULM (1968)
 EH1191
 EH1191                         *CURRENT SURVEY CONTROL
 EH1191  ___________________________________________________________________
 EH1191* NAD 83(1986)-  34 36 59.     (N)    091 24 21.     (W)     SCALED    
 EH1191* NAVD 88     -        60.203  (meters)     197.52   (feet)  ADJUSTED  
 EH1191  ___________________________________________________________________
 EH1191  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH1191  DYNAMIC HT  -          60.146 (meters)     197.33  (feet)  COMP
 EH1191  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 EH1191
 EH1191  VERT ORDER  -  FIRST     CLASS II
 EH1191
 EH1191.The horizontal coordinates were scaled from a topographic map and have
 EH1191.an estimated accuracy of +/- 6 seconds.
 EH1191
 EH1191.The orthometric height was determined by differential leveling
 EH1191.and adjusted by the National Geodetic Survey in June 1991..
 EH1191
 EH1191.The geoid height was determined by GEOID03.
 EH1191
 EH1191.The dynamic height is computed by dividing the NAVD 88
 EH1191.geopotential number by the normal gravity value computed on the
 EH1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1191.degrees latitude (g = 980.6199 gals.).
 EH1191
 EH1191.The modeled gravity was interpolated from observed gravity values.
 EH1191
 EH1191;                    North         East    Units  Estimated Accuracy
 EH1191;SPC AR S     -   616,410.      454,490.      MT  (+/- 180 meters Scaled)
 EH1191
 EH1191                          SUPERSEDED SURVEY CONTROL
 EH1191
 EH1191  NGVD 29 (??/??/??)   60.228  (m)          197.60   (f) ADJUSTED    1 2
 EH1191
 EH1191.Superseded values are not recommended for survey control.
 EH1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1191.See file dsdata.txt to determine how the superseded data were derived.
 EH1191
 EH1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU461316(NAD 83)
 EH1191_MARKER: DB = BENCH MARK DISK
 EH1191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1191_SP_SET: CULVERT
 EH1191_STAMPING: H 168 1955
 EH1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1191+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1191
 EH1191  HISTORY     - Date     Condition        Report By
 EH1191  HISTORY     - 1955     MONUMENTED       CGS
 EH1191  HISTORY     - 20030422 GOOD             USACE
 EH1191
 EH1191                          STATION DESCRIPTION
 EH1191
 EH1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1191'1.55 MI SW FROM ROE.
 EH1191'ABOUT 1.55 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1191'FROM THE STATION SIGN AT ROE, ABOUT 0.5 MILE NORTHEAST OF U.S. HIGHWAY
 EH1191'79 BRIDGE OVER LA GRUE BAYOU, 80 YARDS SOUTHWEST OF MILE POLE 222, 74
 EH1191'FEET NORTHWEST OF NORTHWEST RAIL, 34 FEET SOUTHEAST OF CENTER LINE OF
 EH1191'HIGHWAY, IN THE TOP OF THE NORTHEAST END OF SOUTHEAST HEAD WALL OF A
 EH1191'4-FOOT CONCRETE CULVERT UNDER HIGHWAY 79, ABOUT 7 FEET BELOW LEVEL OF
 EH1191'TRACK AND ABOUT 3 1/2 FEET BELOW LEVEL OF HIGHWAY.
 EH1191
 EH1191                          STATION RECOVERY (2003)
 EH1191
 EH1191'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1166 ***********************************************************************
 EH1166  DESIGNATION -  H 169
 EH1166  PID         -  EH1166
 EH1166  STATE/COUNTY-  AR/ST FRANCIS
 EH1166  USGS QUAD   -  WHEATLEY (1971)
 EH1166
 EH1166                         *CURRENT SURVEY CONTROL
 EH1166  ___________________________________________________________________
 EH1166* NAD 83(1986)-  34 55 25.     (N)    091 04 11.     (W)     SCALED    
 EH1166* NAVD 88     -        62.821  (meters)     206.11   (feet)  ADJUSTED  
 EH1166  ___________________________________________________________________
 EH1166  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1166  DYNAMIC HT  -          62.763 (meters)     205.91  (feet)  COMP
 EH1166  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 EH1166
 EH1166  VERT ORDER  -  FIRST     CLASS II
 EH1166
 EH1166.The horizontal coordinates were scaled from a topographic map and have
 EH1166.an estimated accuracy of +/- 6 seconds.
 EH1166
 EH1166.The orthometric height was determined by differential leveling
 EH1166.and adjusted by the National Geodetic Survey in June 1991..
 EH1166
 EH1166.The geoid height was determined by GEOID03.
 EH1166
 EH1166.The dynamic height is computed by dividing the NAVD 88
 EH1166.geopotential number by the normal gravity value computed on the
 EH1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1166.degrees latitude (g = 980.6199 gals.).
 EH1166
 EH1166.The modeled gravity was interpolated from observed gravity values.
 EH1166
 EH1166;                    North         East    Units  Estimated Accuracy
 EH1166;SPC AR N     -    65,890.      485,000.      MT  (+/- 180 meters Scaled)
 EH1166
 EH1166                          SUPERSEDED SURVEY CONTROL
 EH1166
 EH1166  NGVD 29 (??/??/??)   62.823  (m)          206.11   (f) ADJUSTED    1 2
 EH1166
 EH1166.Superseded values are not recommended for survey control.
 EH1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1166.See file dsdata.txt to determine how the superseded data were derived.
 EH1166
 EH1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU763662(NAD 83)
 EH1166_MARKER: DB = BENCH MARK DISK
 EH1166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1166_SP_SET: CULVERT
 EH1166_STAMPING: H 169 1955
 EH1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1166
 EH1166  HISTORY     - Date     Condition        Report By
 EH1166  HISTORY     - 1955     MONUMENTED       CGS
 EH1166  HISTORY     - 20030421 POOR             USACE
 EH1166
 EH1166                          STATION DESCRIPTION
 EH1166
 EH1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1166'2.6 MI NE FROM WHEATLEY.
 EH1166'ABOUT 2.6 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1166'RAILROAD FROM THE STATION AT WHEATLEY, ABOUT 130 YARDS NORTHEAST OF
 EH1166'MILE POST 62, 121 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 25 1/2 FEET
 EH1166'NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 70, IN THE TOP OF SOUTHWEST
 EH1166'END OF NORTHWEST HEAD WALL OF A 15-FOOT CONCRETE CULVERT WITH
 EH1166'PARTITIONS UNDER HIGHWAY 70, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND
 EH1166'ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 EH1166
 EH1166                          STATION RECOVERY (2003)
 EH1166
 EH1166'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1166'DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0536 ***********************************************************************
 GE0536  DESIGNATION -  H 17
 GE0536  PID         -  GE0536
 GE0536  STATE/COUNTY-  AR/IZARD
 GE0536  USGS QUAD   -  OXFORD (1984)
 GE0536
 GE0536                         *CURRENT SURVEY CONTROL
 GE0536  ___________________________________________________________________
 GE0536* NAD 83(1986)-  36 11 17.     (N)    091 55 38.     (W)     SCALED    
 GE0536* NAVD 88     -       262.627  (meters)     861.64   (feet)  ADJUSTED  
 GE0536  ___________________________________________________________________
 GE0536  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GE0536  DYNAMIC HT  -         262.405 (meters)     860.91  (feet)  COMP
 GE0536  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 GE0536
 GE0536  VERT ORDER  -  SECOND    CLASS 0
 GE0536
 GE0536.The horizontal coordinates were scaled from a topographic map and have
 GE0536.an estimated accuracy of +/- 6 seconds.
 GE0536
 GE0536.The orthometric height was determined by differential leveling
 GE0536.and adjusted by the National Geodetic Survey in June 1991..
 GE0536
 GE0536.The geoid height was determined by GEOID03.
 GE0536
 GE0536.The dynamic height is computed by dividing the NAVD 88
 GE0536.geopotential number by the normal gravity value computed on the
 GE0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0536.degrees latitude (g = 980.6199 gals.).
 GE0536
 GE0536.The modeled gravity was interpolated from observed gravity values.
 GE0536
 GE0536;                    North         East    Units  Estimated Accuracy
 GE0536;SPC AR N     -   205,770.      406,550.      MT  (+/- 180 meters Scaled)
 GE0536
 GE0536                          SUPERSEDED SURVEY CONTROL
 GE0536
 GE0536  NGVD 29 (??/??/92)  262.518  (m)          861.28   (f) ADJ UNCH    2 0
 GE0536
 GE0536.Superseded values are not recommended for survey control.
 GE0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0536.See file dsdata.txt to determine how the superseded data were derived.
 GE0536
 GE0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA964053(NAD 83)
 GE0536_MARKER: DB = BENCH MARK DISK
 GE0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0536_STAMPING: 861.278 H 17 1932
 GE0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0536+STABILITY: SURFACE MOTION
 GE0536
 GE0536  HISTORY     - Date     Condition        Report By
 GE0536  HISTORY     - 1932     MONUMENTED       CGS
 GE0536  HISTORY     - 1935     GOOD             NGS
 GE0536  HISTORY     - 20051011 MARK NOT FOUND   ARHD
 GE0536  HISTORY     - 20060601 GOOD             ARHD
 GE0536
 GE0536                          STATION DESCRIPTION
 GE0536
 GE0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0536'2.5 MI S FROM OXFORD.
 GE0536'ABOUT 2-1/2 MILES SOUTH ALONG STATE HIGHWAY 9 FROM OXFORD, IZARD
 GE0536'COUNTY, ABOUT 100 YARDS SOUTHEAST OF A CURVE ON THE SOUTH BROW
 GE0536'OF A HILL, 121 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GE0536'37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE W.D. REYNOLDS
 GE0536'HOUSE, AND 1 FOOT WEST OF A POINT 4 FEET NORTH OF THE SOUTHWEST
 GE0536'CORNER OF THE YARD.  A STANDARD DISK, STAMPED 861.278 H 17 1932
 GE0536'AND SET IN THE TOP OF A CONCRETE POST.
 GE0536
 GE0536                          STATION RECOVERY (1935)
 GE0536
 GE0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0536'RECOVERED IN GOOD CONDITION.
 GE0536
 GE0536                          STATION RECOVERY (2005)
 GE0536
 GE0536'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GE0536'MARK NOT FOUND.
 GE0536
 GE0536                          STATION RECOVERY (2006)
 GE0536
 GE0536'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (DFC)
 GE0536'MARK RECORVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0623 ***********************************************************************
 FF0623  DESIGNATION -  H 170
 FF0623  PID         -  FF0623
 FF0623  STATE/COUNTY-  AR/ST FRANCIS
 FF0623  USGS QUAD   -  MADISON (1993)
 FF0623
 FF0623                         *CURRENT SURVEY CONTROL
 FF0623  ___________________________________________________________________
 FF0623* NAD 83(1986)-  35 02 20.     (N)    090 39 15.     (W)     SCALED    
 FF0623* NAVD 88     -        60.508  (meters)     198.52   (feet)  ADJUSTED  
 FF0623  ___________________________________________________________________
 FF0623  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FF0623  DYNAMIC HT  -          60.454 (meters)     198.34  (feet)  COMP
 FF0623  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 FF0623
 FF0623  VERT ORDER  -  FIRST     CLASS II
 FF0623
 FF0623.The horizontal coordinates were scaled from a topographic map and have
 FF0623.an estimated accuracy of +/- 6 seconds.
 FF0623
 FF0623.The orthometric height was determined by differential leveling
 FF0623.and adjusted by the National Geodetic Survey in June 1991..
 FF0623
 FF0623.The geoid height was determined by GEOID03.
 FF0623
 FF0623.The dynamic height is computed by dividing the NAVD 88
 FF0623.geopotential number by the normal gravity value computed on the
 FF0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0623.degrees latitude (g = 980.6199 gals.).
 FF0623
 FF0623.The modeled gravity was interpolated from observed gravity values.
 FF0623
 FF0623;                    North         East    Units  Estimated Accuracy
 FF0623;SPC AR N     -    79,120.      522,790.      MT  (+/- 180 meters Scaled)
 FF0623
 FF0623                          SUPERSEDED SURVEY CONTROL
 FF0623
 FF0623  NGVD 29 (??/??/??)   60.491  (m)          198.46   (f) ADJUSTED    1 2
 FF0623
 FF0623.Superseded values are not recommended for survey control.
 FF0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0623.See file dsdata.txt to determine how the superseded data were derived.
 FF0623
 FF0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU139798(NAD 83)
 FF0623_MARKER: DB = BENCH MARK DISK
 FF0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0623_STAMPING: H 170 1955
 FF0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0623+STABILITY: SURFACE MOTION
 FF0623
 FF0623  HISTORY     - Date     Condition        Report By
 FF0623  HISTORY     - 1955     MONUMENTED       CGS
 FF0623  HISTORY     - 20030514 MARK NOT FOUND   USACE
 FF0623
 FF0623                          STATION DESCRIPTION
 FF0623
 FF0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0623'2 MI NE FROM WIDENER.
 FF0623'ABOUT 2.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0623'PACIFIC RAILROAD FROM THE STATION AT WIDENER, ABOUT MIDWAY
 FF0623'BETWEEN MILE POLES 36 AND 37, ACROSS TRACKS FROM A POINT BETWEEN
 FF0623'THE 18TH AND 19TH TELEPHONE POLES SOUTHWEST OF MILE POLE 36,
 FF0623'ABOUT 320 YARDS NORTHEAST OF NORTHEAST END OF TRESTLE NO. 367,
 FF0623'ABOUT 192 YARDS SOUTHWEST OF SOUTHWEST END OF TRESTLE NO. 364,
 FF0623'69 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 31 FEET WEST-NORTHWEST
 FF0623'OF TELEPHONE POLE NO. 1624, 154 1/2 FEET NORTHEAST OF NORTHWEST
 FF0623'POLE OF TWIN TELEPHONE POLE NO. 1625 R, ABOUT 40 FEET NORTHEAST
 FF0623'OF CENTER LINE OF A ROAD LEADING NORTHWEST AND NORTH AND DEAD
 FF0623'ENDING AT TRACK, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0623'14 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0623'POST PROJECTING 4 INCHES.
 FF0623
 FF0623                          STATION RECOVERY (2003)
 FF0623
 FF0623'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0813 ***********************************************************************
 EH0813  DESIGNATION -  H 171
 EH0813  PID         -  EH0813
 EH0813  STATE/COUNTY-  AR/PHILLIPS
 EH0813  USGS QUAD   -  MARVELL (1971)
 EH0813
 EH0813                         *CURRENT SURVEY CONTROL
 EH0813  ___________________________________________________________________
 EH0813* NAD 83(1986)-  34 33 57.     (N)    090 59 19.     (W)     SCALED    
 EH0813* NAVD 88     -        55.788  (meters)     183.03   (feet)  ADJUSTED  
 EH0813  ___________________________________________________________________
 EH0813  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0813  DYNAMIC HT  -          55.735 (meters)     182.86  (feet)  COMP
 EH0813  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 EH0813
 EH0813  VERT ORDER  -  FIRST     CLASS II
 EH0813
 EH0813.The horizontal coordinates were scaled from a topographic map and have
 EH0813.an estimated accuracy of +/- 6 seconds.
 EH0813
 EH0813.The orthometric height was determined by differential leveling
 EH0813.and adjusted by the National Geodetic Survey in June 1991..
 EH0813
 EH0813.The geoid height was determined by GEOID03.
 EH0813
 EH0813.The dynamic height is computed by dividing the NAVD 88
 EH0813.geopotential number by the normal gravity value computed on the
 EH0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0813.degrees latitude (g = 980.6199 gals.).
 EH0813
 EH0813.The modeled gravity was interpolated from observed gravity values.
 EH0813
 EH0813;                    North         East    Units  Estimated Accuracy
 EH0813;SPC AR S     -   611,100.      492,810.      MT  (+/- 180 meters Scaled)
 EH0813
 EH0813                          SUPERSEDED SURVEY CONTROL
 EH0813
 EH0813  NGVD 29 (??/??/??)   55.818  (m)          183.13   (f) ADJUSTED    1 2
 EH0813
 EH0813.Superseded values are not recommended for survey control.
 EH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0813.See file dsdata.txt to determine how the superseded data were derived.
 EH0813
 EH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU845267(NAD 83)
 EH0813_MARKER: DB = BENCH MARK DISK
 EH0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0813_STAMPING: H 171 1956
 EH0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0813+STABILITY: SURFACE MOTION
 EH0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0813+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2003
 EH0813
 EH0813  HISTORY     - Date     Condition        Report By
 EH0813  HISTORY     - 1956     MONUMENTED       CGS
 EH0813  HISTORY     - 1976     GOOD             NGS
 EH0813  HISTORY     - 20030306 GOOD             USACE
 EH0813
 EH0813                          STATION DESCRIPTION
 EH0813
 EH0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0813'4.45 MI E FROM PALMER.
 EH0813'ABOUT 4.45 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0813'STATION SIGN AND ROAD CROSSING AT PALMER, ABOUT  4.25 MILES WEST OF
 EH0813'THE STATION AT MARVELL, PHILLIPS COUNTY, ABOUT 0.4 MILE WEST OF MILE
 EH0813'POLE NO. 342, ABOUT 0.45 MILE WEST OF GRAVEL ROAD CROSSING AT HICKS,
 EH0813'49 FEET NORTH OF NORTH RAIL, 14 FEET NORTH OF CENTER LINE OF A ROAD
 EH0813'PARALLEL TO TRACK, 1 FOOT SOUTH OF A FENCE LINE, 4 FEET SOUTHWEST OF A
 EH0813'FENCE CORNER IN FENCE LINE, 40 1/2 FEET NORTHEAST OF TELEPHONE POLE
 EH0813'NO. 976, 183 FEET WEST OF CENTER OF A GATE ACROSS A DRIVE NORTH TO A
 EH0813'HOUSE, 80 FEET NORTHWEST AND ACROSS TRACK AND ROAD FROM MILEAGE POLE
 EH0813'NO. 342/10, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 EH0813'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH0813'2 INCHES.
 EH0813
 EH0813                          STATION RECOVERY (1976)
 EH0813
 EH0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0813'RECOVERED IN GOOD CONDITION.
 EH0813
 EH0813                          STATION RECOVERY (2003)
 EH0813
 EH0813'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0878 ***********************************************************************
 EH0878  DESIGNATION -  H 172
 EH0878  PID         -  EH0878
 EH0878  STATE/COUNTY-  AR/LEE
 EH0878  USGS QUAD   -  RONDO (1971)
 EH0878
 EH0878                         *CURRENT SURVEY CONTROL
 EH0878  ___________________________________________________________________
 EH0878* NAD 83(1986)-  34 39 25.     (N)    090 47 07.     (W)     SCALED    
 EH0878* NAVD 88     -        60.719  (meters)     199.21   (feet)  ADJUSTED  
 EH0878  ___________________________________________________________________
 EH0878  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0878  DYNAMIC HT  -          60.662 (meters)     199.02  (feet)  COMP
 EH0878  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 EH0878
 EH0878  VERT ORDER  -  FIRST     CLASS II
 EH0878
 EH0878.The horizontal coordinates were scaled from a topographic map and have
 EH0878.an estimated accuracy of +/- 6 seconds.
 EH0878
 EH0878.The orthometric height was determined by differential leveling
 EH0878.and adjusted by the National Geodetic Survey in June 1991..
 EH0878
 EH0878.The geoid height was determined by GEOID03.
 EH0878
 EH0878.The dynamic height is computed by dividing the NAVD 88
 EH0878.geopotential number by the normal gravity value computed on the
 EH0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0878.degrees latitude (g = 980.6199 gals.).
 EH0878
 EH0878.The modeled gravity was interpolated from observed gravity values.
 EH0878
 EH0878;                    North         East    Units  Estimated Accuracy
 EH0878;SPC AR S     -   621,410.      511,350.      MT  (+/- 180 meters Scaled)
 EH0878
 EH0878                          SUPERSEDED SURVEY CONTROL
 EH0878
 EH0878  NGVD 29 (??/??/??)   60.734  (m)          199.26   (f) ADJUSTED    1 2
 EH0878
 EH0878.Superseded values are not recommended for survey control.
 EH0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0878.See file dsdata.txt to determine how the superseded data were derived.
 EH0878
 EH0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU029372(NAD 83)
 EH0878_MARKER: DB = BENCH MARK DISK
 EH0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0878_STAMPING: H 172 1956
 EH0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0878+STABILITY: SURFACE MOTION
 EH0878
 EH0878  HISTORY     - Date     Condition        Report By
 EH0878  HISTORY     - 1956     MONUMENTED       CGS
 EH0878  HISTORY     - 20030408 POOR             USACE
 EH0878
 EH0878                          STATION DESCRIPTION
 EH0878
 EH0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0878'2.15 MI E FROM RONDO.
 EH0878'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 121 FROM THE COTTON GIN AT
 EH0878'RONDO, ABOUT 0.45 MILE WEST OF BRIDGE OVER BIG CYPRESS CREEK, ABOUT
 EH0878'1.0 MILE WEST OF INTERSECTION OF STATE HIGHWAY 1, AT A NARROW
 EH0878'NORTH-SOUTH DIRT ROAD, 49 FEET NORTH OF CENTER LINE OF HIGHWAY, 32
 EH0878'FEET EAST OF CENTER LINE OF DIRT ROAD NORTH, 2.7 FEET EAST OF A
 EH0878'TELEPHONE AND POWER POLE WITH A BRANCH LINE SOUTH, 17 FEET SOUTHWEST
 EH0878'OF SOUTHWEST CORNER OF PORCH OF A SMALL FRAME HOUSE, 28 FEET NORTHEAST
 EH0878'OF EAST END OF A CORRUGATED PIPE CULVERT UNDER ROAD NORTH, ABOUT 2 1/2
 EH0878'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 EH0878'PROJECTING 3 INCHES.
 EH0878
 EH0878                          STATION RECOVERY (2003)
 EH0878
 EH0878'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0878'MARK HAS BEEN HIT BY MACHINERY. LEANS TOO BAD FOR CONTROL USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0192 ***********************************************************************
 FF0192  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0192  DESIGNATION -  H 173
 FF0192  PID         -  FF0192
 FF0192  STATE/COUNTY-  AR/ST FRANCIS
 FF0192  USGS QUAD   -  CHATFIELD (1992)
 FF0192
 FF0192                         *CURRENT SURVEY CONTROL
 FF0192  ___________________________________________________________________
 FF0192* NAD 83(1997)-  35 05 08.78311(N)    090 29 19.87990(W)     ADJUSTED  
 FF0192* NAVD 88     -        60.82   (meters)     199.5    (feet)  GPS OBS   
 FF0192  ___________________________________________________________________
 FF0192  X           -     -44,579.802 (meters)                     COMP
 FF0192  Y           -  -5,224,800.349 (meters)                     COMP
 FF0192  Z           -   3,645,677.048 (meters)                     COMP
 FF0192  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FF0192  ELLIP HEIGHT-          33.67  (meters)          (04/05/04) GPS OBS
 FF0192  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF0192  DYNAMIC HT  -          60.76  (meters)     199.3   (feet)  COMP
 FF0192  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 FF0192
 FF0192  HORZ ORDER  -  B
 FF0192  VERT ORDER  -  THIRD (See Below)
 FF0192  ELLP ORDER  -  FOURTH    CLASS I
 FF0192
 FF0192.The horizontal coordinates were established by GPS observations
 FF0192.and adjusted by the National Geodetic Survey in April 2004..
 FF0192
 FF0192.The orthometric height was determined by GPS observations and a
 FF0192.high-resolution geoid model using precise GPS observation and
 FF0192.processing techniques. It supersedes the leveled height previously
 FF0192.determined for this station.
 FF0192.The vertical order pertains to the first NAVD 88 superseded value.
 FF0192
 FF0192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0192
 FF0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0192
 FF0192.The ellipsoidal height was determined by GPS observations
 FF0192.and is referenced to NAD 83.
 FF0192
 FF0192.The geoid height was determined by GEOID03.
 FF0192
 FF0192.The dynamic height is computed by dividing the NAVD 88
 FF0192.geopotential number by the normal gravity value computed on the
 FF0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0192.degrees latitude (g = 980.6199 gals.).
 FF0192
 FF0192.The modeled gravity was interpolated from observed gravity values.
 FF0192
 FF0192;                    North         East     Units Scale Factor Converg.
 FF0192;SPC AR N     -    84,534.420   537,796.449   MT  0.99997353   +0 52 45.6
 FF0192;SPC AR N     -   277,343.34  1,764,420.52   sFT  0.99997353   +0 52 45.6
 FF0192;UTM  15      - 3,885,439.787   728,931.782   MT  1.00024596   +1 26 38.5
 FF0192
 FF0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0192!SPC AR N     -   0.99999471  x   0.99997353  =   0.99996825
 FF0192!UTM  15      -   0.99999471  x   1.00024596  =   1.00024067
 FF0192
 FF0192                          SUPERSEDED SURVEY CONTROL
 FF0192
 FF0192  NAVD 88 (06/15/91)   60.719  (m)          199.21   (f) ADJUSTED    1 2
 FF0192  NGVD 29 (??/??/??)   60.698  (m)          199.14   (f) ADJUSTED    1 2
 FF0192
 FF0192.Superseded values are not recommended for survey control.
 FF0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0192.See file dsdata.txt to determine how the superseded data were derived.
 FF0192
 FF0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2893285440(NAD 83)
 FF0192_MARKER: DB = BENCH MARK DISK
 FF0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0192_STAMPING: H 173 1956
 FF0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0192+STABILITY: SURFACE MOTION
 FF0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0192+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 FF0192
 FF0192  HISTORY     - Date     Condition        Report By
 FF0192  HISTORY     - 1956     MONUMENTED       CGS
 FF0192  HISTORY     - 20020425 GOOD             USACE
 FF0192
 FF0192                          STATION DESCRIPTION
 FF0192
 FF0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0192'1 MI NE FROM HETH.
 FF0192'0.9 MILE EAST AND NORTH ALONG STATE HIGHWAY 149 FROM THE CROSSING
 FF0192'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT HETH, THENCE
 FF0192'118 YARDS EAST ALONG A GRAVEL ROAD, 21 1/2 FEET NORTH OF CENTER
 FF0192'LINE OF ROAD, 218 FET WEST OF NORTHWEST CORNER OF A SMALL WOODEN
 FF0192'BRIDGE OVER A SMALL STREAM, 2 FEET EAST OF THE FIRST POWER POLE
 FF0192'WEST OF A POLE WITH A TRANSFORMER, ABOUT LEVEL WITH ROAD AND SET
 FF0192'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0192
 FF0192                          STATION RECOVERY (2002)
 FF0192
 FF0192'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0192'LOCATION  STATION IS LOCATED 1 MI. N.E. OF HETH.
 FF0192'NARRATIVE  TO REACH THE STATION FROM THE INTERSECTION OF HWY 149 AND
 FF0192'ST. FRANCIS COUNTY RD. (SFC)528, GO E. FOR .1 MI. TO MARK ON LEFT.
 FF0192'MONUMENT DESCRIPTION  THE STATION IS 22' N. OF RD, 218' W. OF N. END
 FF0192'OF CULVERT, 1' W. OF POWERPOLE, 2' S. OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0114 ***********************************************************************
 FF0114  DESIGNATION -  H 174
 FF0114  PID         -  FF0114
 FF0114  STATE/COUNTY-  AR/POINSETT
 FF0114  USGS QUAD   -  TYRONZA (1974)
 FF0114
 FF0114                         *CURRENT SURVEY CONTROL
 FF0114  ___________________________________________________________________
 FF0114* NAD 83(1986)-  35 27 52.     (N)    090 19 21.     (W)     SCALED    
 FF0114* NAVD 88     -        67.437  (meters)     221.25   (feet)  ADJUSTED  
 FF0114  ___________________________________________________________________
 FF0114  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF0114  DYNAMIC HT  -          67.378 (meters)     221.06  (feet)  COMP
 FF0114  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 FF0114
 FF0114  VERT ORDER  -  FIRST     CLASS II
 FF0114
 FF0114.The horizontal coordinates were scaled from a topographic map and have
 FF0114.an estimated accuracy of +/- 6 seconds.
 FF0114
 FF0114.The orthometric height was determined by differential leveling
 FF0114.and adjusted by the National Geodetic Survey in June 1991..
 FF0114
 FF0114.The geoid height was determined by GEOID03.
 FF0114
 FF0114.The dynamic height is computed by dividing the NAVD 88
 FF0114.geopotential number by the normal gravity value computed on the
 FF0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0114.degrees latitude (g = 980.6199 gals.).
 FF0114
 FF0114.The modeled gravity was interpolated from observed gravity values.
 FF0114
 FF0114;                    North         East    Units  Estimated Accuracy
 FF0114;SPC AR N     -   126,780.      552,250.      MT  (+/- 180 meters Scaled)
 FF0114
 FF0114                          SUPERSEDED SURVEY CONTROL
 FF0114
 FF0114  NGVD 29 (??/??/??)   67.377  (m)          221.05   (f) ADJUSTED    1 2
 FF0114
 FF0114.Superseded values are not recommended for survey control.
 FF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0114.See file dsdata.txt to determine how the superseded data were derived.
 FF0114
 FF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV429278(NAD 83)
 FF0114_MARKER: DB = BENCH MARK DISK
 FF0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0114_SP_SET: CULVERT
 FF0114_STAMPING: H 174 1956
 FF0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0114
 FF0114  HISTORY     - Date     Condition        Report By
 FF0114  HISTORY     - 1956     MONUMENTED       CGS
 FF0114
 FF0114                          STATION DESCRIPTION
 FF0114
 FF0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0114'2.8 MI SE FROM TYRONZA.
 FF0114'2.75 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0114'FROM THE STATION AT TYRONZA, ABOUT 0.9 MILE SOUTHEAST OF CROSSING
 FF0114'OF STATE HIGHWAY 135, ABOUT 0.2 MILE SOUTHEAST OF CROSSING OF A
 FF0114'GRADED ROAD LEADING EAST, ACROSS TRACK FROM MILEAGE TELEPHONE
 FF0114'POLE NO. 454/23, ABOUT 18 YARDS SOUTHWEST OF CENTER LINE OF TRACK,
 FF0114'ALONG U.S. HIGHWAY 63, IN THE TOP OF THE NORTHWEST END OF
 FF0114'NORTHEAST HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER HIGHWAY,
 FF0114'24 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH
 FF0114'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1750 ***********************************************************************
 FF1750  DESIGNATION -  H 174 RESET
 FF1750  PID         -  FF1750
 FF1750  STATE/COUNTY-  AR/POINSETT
 FF1750  USGS QUAD   -  TYRONZA (1974)
 FF1750
 FF1750                         *CURRENT SURVEY CONTROL
 FF1750  ___________________________________________________________________
 FF1750* NAD 83(1986)-  35 27 52.     (N)    090 19 21.     (W)     SCALED    
 FF1750* NAVD 88     -        67.40   (meters)     221.1    (feet)  RESET     
 FF1750  ___________________________________________________________________
 FF1750  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF1750
 FF1750  VERT ORDER  -  THIRD
 FF1750
 FF1750.The horizontal coordinates were scaled from a topographic map and have
 FF1750.an estimated accuracy of +/- 6 seconds.
 FF1750
 FF1750.The orthometric height was computed from unverified reset data.
 FF1750.No vertical observational check was made to the station.
 FF1750
 FF1750.The geoid height was determined by GEOID03.
 FF1750
 FF1750;                    North         East    Units  Estimated Accuracy
 FF1750;SPC AR N     -   126,780.      552,250.      MT  (+/- 180 meters Scaled)
 FF1750
 FF1750                          SUPERSEDED SURVEY CONTROL
 FF1750
 FF1750  NGVD 29 (??/??/??)   67.34   (m)          220.9    (f) RESET       3  
 FF1750
 FF1750.Superseded values are not recommended for survey control.
 FF1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1750.See file dsdata.txt to determine how the superseded data were derived.
 FF1750
 FF1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV429278(NAD 83)
 FF1750_MARKER: DB = BENCH MARK DISK
 FF1750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1750_SP_SET: CULVERT
 FF1750_STAMPING: H 174 RESET 1977
 FF1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1750
 FF1750  HISTORY     - Date     Condition        Report By
 FF1750  HISTORY     - 1977     MONUMENTED       NGS
 FF1750  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF1750
 FF1750                          STATION DESCRIPTION
 FF1750
 FF1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FF1750'2.8 MI SE FROM TYRONZA.
 FF1750'2.75 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF1750'FROM THE STATION AT TYRONZA, ABOUT 0.9 MILE SOUTHEAST OF THE
 FF1750'INTERSECTION OF STATE HIGHWAY 135, IN SECTION 9, LOG MILE 7.63 ABOUT
 FF1750'6 MILES SOUTHEAST OF THE CITY LIMITS OF MARKED TREE, SET IN THE TOP
 FF1750'OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 6 FOOT BY 3 FOOT
 FF1750'CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 FF1750
 FF1750                          STATION RECOVERY (1992)
 FF1750
 FF1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF1750'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 FF1750'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0521 ***********************************************************************
 FF0521  DESIGNATION -  H 175
 FF0521  PID         -  FF0521
 FF0521  STATE/COUNTY-  AR/ST FRANCIS
 FF0521  USGS QUAD   -  WYNNE (1992)
 FF0521
 FF0521                         *CURRENT SURVEY CONTROL
 FF0521  ___________________________________________________________________
 FF0521* NAD 83(1986)-  35 08 51.     (N)    090 48 32.     (W)     SCALED    
 FF0521* NAVD 88     -        76.776  (meters)     251.89   (feet)  ADJUSTED  
 FF0521  ___________________________________________________________________
 FF0521  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FF0521  DYNAMIC HT  -          76.706 (meters)     251.66  (feet)  COMP
 FF0521  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 FF0521
 FF0521  VERT ORDER  -  FIRST     CLASS II
 FF0521
 FF0521.The horizontal coordinates were scaled from a topographic map and have
 FF0521.an estimated accuracy of +/- 6 seconds.
 FF0521
 FF0521.The orthometric height was determined by differential leveling
 FF0521.and adjusted by the National Geodetic Survey in June 1991..
 FF0521
 FF0521.The geoid height was determined by GEOID03.
 FF0521
 FF0521.The dynamic height is computed by dividing the NAVD 88
 FF0521.geopotential number by the normal gravity value computed on the
 FF0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0521.degrees latitude (g = 980.6199 gals.).
 FF0521
 FF0521.The modeled gravity was interpolated from observed gravity values.
 FF0521
 FF0521;                    North         East    Units  Estimated Accuracy
 FF0521;SPC AR N     -    90,980.      508,530.      MT  (+/- 180 meters Scaled)
 FF0521
 FF0521                          SUPERSEDED SURVEY CONTROL
 FF0521
 FF0521  NGVD 29 (??/??/??)   76.747  (m)          251.79   (f) ADJUSTED    1 2
 FF0521
 FF0521.Superseded values are not recommended for survey control.
 FF0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0521.See file dsdata.txt to determine how the superseded data were derived.
 FF0521
 FF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU996915(NAD 83)
 FF0521_MARKER: DB = BENCH MARK DISK
 FF0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0521_SP_SET: CULVERT
 FF0521_STAMPING: H 175 1956
 FF0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0521+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 FF0521
 FF0521  HISTORY     - Date     Condition        Report By
 FF0521  HISTORY     - 1956     MONUMENTED       CGS
 FF0521  HISTORY     - 20030602 GOOD             USACE
 FF0521
 FF0521                          STATION DESCRIPTION
 FF0521
 FF0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0521'1 MI N FROM COLT.
 FF0521'ABOUT 1.05 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0521'THE ROAD CROSSING AT COLT, AT THE CROSSING OF ST. FRANCIS-CROSS
 FF0521'COUNTY LINE ROAD (DIRT ROAD), NEAR TELEPHONE POLE NO. 285/22, IN
 FF0521'THE TOP OF CENTER OF WEST HEAD WALL OF A 12-FOOT CONCRETE CULVERT
 FF0521'WITH PARTITION UNDER TRACK (BUILT IN 1951), 9 FEET WEST OF WEST
 FF0521'RAIL, 21 1/2 FEET SOUTH OF CENTER LINE OF ROAD AND ABOUT 2 FEET
 FF0521'BELOW LEVEL OF TRACK.
 FF0521
 FF0521                          STATION RECOVERY (2003)
 FF0521
 FF0521'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1258 ***********************************************************************
 EH1258  DESIGNATION -  H 176
 EH1258  PID         -  EH1258
 EH1258  STATE/COUNTY-  AR/LEE
 EH1258  USGS QUAD   -  GARRETT GROVE (1971)
 EH1258
 EH1258                         *CURRENT SURVEY CONTROL
 EH1258  ___________________________________________________________________
 EH1258* NAD 83(1986)-  34 50 47.     (N)    091 00 36.     (W)     SCALED    
 EH1258* NAVD 88     -        59.660  (meters)     195.73   (feet)  ADJUSTED  
 EH1258  ___________________________________________________________________
 EH1258  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1258  DYNAMIC HT  -          59.605 (meters)     195.55  (feet)  COMP
 EH1258  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 EH1258
 EH1258  VERT ORDER  -  FIRST     CLASS II
 EH1258
 EH1258.The horizontal coordinates were scaled from a topographic map and have
 EH1258.an estimated accuracy of +/- 6 seconds.
 EH1258
 EH1258.The orthometric height was determined by differential leveling
 EH1258.and adjusted by the National Geodetic Survey in June 1991..
 EH1258
 EH1258.The geoid height was determined by GEOID03.
 EH1258
 EH1258.The dynamic height is computed by dividing the NAVD 88
 EH1258.geopotential number by the normal gravity value computed on the
 EH1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1258.degrees latitude (g = 980.6199 gals.).
 EH1258
 EH1258.The modeled gravity was interpolated from observed gravity values.
 EH1258
 EH1258;                    North         East    Units  Estimated Accuracy
 EH1258;SPC AR S     -   642,210.      490,540.      MT  (+/- 180 meters Scaled)
 EH1258
 EH1258                          SUPERSEDED SURVEY CONTROL
 EH1258
 EH1258  NGVD 29 (??/??/??)   59.664  (m)          195.75   (f) ADJUSTED    1 2
 EH1258
 EH1258.Superseded values are not recommended for survey control.
 EH1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1258.See file dsdata.txt to determine how the superseded data were derived.
 EH1258
 EH1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU819578(NAD 83)
 EH1258_MARKER: DB = BENCH MARK DISK
 EH1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1258_SP_SET: BRIDGE
 EH1258_STAMPING: H 176 1955
 EH1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1258+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2003
 EH1258
 EH1258  HISTORY     - Date     Condition        Report By
 EH1258  HISTORY     - 1955     MONUMENTED       CGS
 EH1258  HISTORY     - 1970     GOOD             USGS
 EH1258  HISTORY     - 20030320 GOOD             USACE
 EH1258
 EH1258                          STATION DESCRIPTION
 EH1258
 EH1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1258'4.05 MI NW FROM MORO.
 EH1258'ABOUT 4.05 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE
 EH1258'AT MORO, IN THE TOP OF NORTHWEST END OF NORTHEAST CURBING OF 100-FOOT
 EH1258'CONCRETE BRIDGE OVER BIG CREEK AND DIRECTLY OVER THE NORTHWEST
 EH1258'ABUTMENT OF BRIDGE, 12 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY
 EH1258'AND 0.8 FOOT ABOVE LEVEL OF BRIDGE FLOOR, ABOUT 65 FEET EAST OF THE
 EH1258'SOUTHWEST CORNER OF A CHURCH, 10 FEET NORTHEAST OF WATER METER, 2 FEET
 EH1258'NORTHWEST OF A MIMOSA TREE.
 EH1258
 EH1258                          STATION RECOVERY (1970)
 EH1258
 EH1258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1258'RECOVERED IN GOOD CONDITION.
 EH1258
 EH1258                          STATION RECOVERY (2003)
 EH1258
 EH1258'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1291 ***********************************************************************
 FF1291  DESIGNATION -  H 177
 FF1291  PID         -  FF1291
 FF1291  STATE/COUNTY-  AR/WOODRUFF
 FF1291  USGS QUAD   -  HUNTER EAST (1993)
 FF1291
 FF1291                         *CURRENT SURVEY CONTROL
 FF1291  ___________________________________________________________________
 FF1291* NAD 83(1986)-  35 01 45.     (N)    091 06 57.     (W)     SCALED    
 FF1291* NAVD 88     -        64.314  (meters)     211.00   (feet)  ADJUSTED  
 FF1291  ___________________________________________________________________
 FF1291  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FF1291  DYNAMIC HT  -          64.256 (meters)     210.81  (feet)  COMP
 FF1291  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 FF1291
 FF1291  VERT ORDER  -  FIRST     CLASS II
 FF1291
 FF1291.The horizontal coordinates were scaled from a topographic map and have
 FF1291.an estimated accuracy of +/- 6 seconds.
 FF1291
 FF1291.The orthometric height was determined by differential leveling
 FF1291.and adjusted by the National Geodetic Survey in June 1991..
 FF1291
 FF1291.The geoid height was determined by GEOID03.
 FF1291
 FF1291.The dynamic height is computed by dividing the NAVD 88
 FF1291.geopotential number by the normal gravity value computed on the
 FF1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1291.degrees latitude (g = 980.6199 gals.).
 FF1291
 FF1291.The modeled gravity was interpolated from observed gravity values.
 FF1291
 FF1291;                    North         East    Units  Estimated Accuracy
 FF1291;SPC AR N     -    77,560.      480,680.      MT  (+/- 180 meters Scaled)
 FF1291
 FF1291                          SUPERSEDED SURVEY CONTROL
 FF1291
 FF1291  NGVD 29 (??/??/??)   64.299  (m)          210.95   (f) ADJUSTED    1 2
 FF1291
 FF1291.Superseded values are not recommended for survey control.
 FF1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1291.See file dsdata.txt to determine how the superseded data were derived.
 FF1291
 FF1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718779(NAD 83)
 FF1291_MARKER: DB = BENCH MARK DISK
 FF1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1291_STAMPING: H 177 1955
 FF1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1291+STABILITY: SURFACE MOTION
 FF1291
 FF1291  HISTORY     - Date     Condition        Report By
 FF1291  HISTORY     - 1955     MONUMENTED       CGS
 FF1291  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1291
 FF1291                          STATION DESCRIPTION
 FF1291
 FF1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1291'1.7 MI S FROM HUNTER.
 FF1291'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 FF1291'HUNTER, THENCE ABOUT 1.6 MILES SOUTH ALONG A GRAVEL AND DIRT
 FF1291'ROAD, ABOUT 0.15 MILE SOUTH OF JUNCTION OF A GRAVEL ROAD EAST,
 FF1291'20 FEET EAST OF CENTER LINE OF ROAD, 54 FEET WEST-SOUTHWEST OF
 FF1291'AN IRRIGATION WELL, 25 FEET SOUTH OF CENTER LINE OF DRIVE TO
 FF1291'WELL, 2 FEET EAST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 FF1291'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET
 FF1291'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- AREA
 FF1291'IS IN CULTIVATED FIELD.
 FF1291
 FF1291                          STATION RECOVERY (1970)
 FF1291
 FF1291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0003 ***********************************************************************
 FF0003  DESIGNATION -  H 179
 FF0003  PID         -  FF0003
 FF0003  STATE/COUNTY-  AR/POINSETT
 FF0003  USGS QUAD   -  HATCHIE COON (1983)
 FF0003
 FF0003                         *CURRENT SURVEY CONTROL
 FF0003  ___________________________________________________________________
 FF0003* NAD 83(1986)-  35 37 54.     (N)    090 28 53.     (W)     SCALED    
 FF0003* NAVD 88     -        66.037  (meters)     216.66   (feet)  ADJUSTED  
 FF0003  ___________________________________________________________________
 FF0003  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FF0003  DYNAMIC HT  -          65.979 (meters)     216.47  (feet)  COMP
 FF0003  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 FF0003
 FF0003  VERT ORDER  -  FIRST     CLASS II
 FF0003
 FF0003.The horizontal coordinates were scaled from a topographic map and have
 FF0003.an estimated accuracy of +/- 6 seconds.
 FF0003
 FF0003.The orthometric height was determined by differential leveling
 FF0003.and adjusted by the National Geodetic Survey in June 1991..
 FF0003
 FF0003.The geoid height was determined by GEOID03.
 FF0003
 FF0003.The dynamic height is computed by dividing the NAVD 88
 FF0003.geopotential number by the normal gravity value computed on the
 FF0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0003.degrees latitude (g = 980.6199 gals.).
 FF0003
 FF0003.The modeled gravity was interpolated from observed gravity values.
 FF0003
 FF0003;                    North         East    Units  Estimated Accuracy
 FF0003;SPC AR N     -   145,100.      537,540.      MT  (+/- 180 meters Scaled)
 FF0003
 FF0003                          SUPERSEDED SURVEY CONTROL
 FF0003
 FF0003  NGVD 29 (??/??/??)   65.960  (m)          216.40   (f) ADJUSTED    1 2
 FF0003
 FF0003.Superseded values are not recommended for survey control.
 FF0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0003.See file dsdata.txt to determine how the superseded data were derived.
 FF0003
 FF0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV280460(NAD 83)
 FF0003_MARKER: DB = BENCH MARK DISK
 FF0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0003_STAMPING: H 179 1956
 FF0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0003+STABILITY: SURFACE MOTION
 FF0003
 FF0003  HISTORY     - Date     Condition        Report By
 FF0003  HISTORY     - 1956     MONUMENTED       CGS
 FF0003  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0003
 FF0003                          STATION DESCRIPTION
 FF0003
 FF0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0003'3.3 MI SE FROM TRUMANN.
 FF0003'ABOUT 3.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0003'RAILWAY FROM THE STATION AT TRUMANN, ABOUT 0.35 MILE SOUTHEAST
 FF0003'OF A ROAD CROSSING AND SIGN COON, AT A FARM ROAD CROSSING, 60 3/4
 FF0003'FEET NORTHEAST AND ACROSS FARM ROAD FROM THE NORTHEAST RAIL OF
 FF0003'MAIN TRACK, 99 FEET EAST OF CENTER OF CROSSING OF MAIN TRACK AND
 FF0003'FARM ROAD, 37 FEET NORTH-NORTHEAST AND ACROSS FARM ROAD FROM
 FF0003'TELEPHONE POLE NO. 439/32, 15 FEET NORTH-NORTHEAST OF CENTER LINE
 FF0003'OF FARM ROAD, 2 FEET SOUTHWEST OF A FENCE LINE, ABOUT 14 FEET
 FF0003'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0003'PROJECTING 5 INCHES.
 FF0003
 FF0003                          STATION RECOVERY (1978)
 FF0003
 FF0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0026 ***********************************************************************
 FG0026  DESIGNATION -  H 18
 FG0026  PID         -  FG0026
 FG0026  STATE/COUNTY-  AR/VAN BUREN
 FG0026  USGS QUAD   -  SHIRLEY (1981)
 FG0026
 FG0026                         *CURRENT SURVEY CONTROL
 FG0026  ___________________________________________________________________
 FG0026* NAD 83(1986)-  35 40 36.     (N)    092 16 56.     (W)     SCALED    
 FG0026* NAVD 88     -       314.256  (meters)    1031.02   (feet)  ADJUSTED  
 FG0026  ___________________________________________________________________
 FG0026  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FG0026  DYNAMIC HT  -         313.969 (meters)    1030.08  (feet)  COMP
 FG0026  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 FG0026
 FG0026  VERT ORDER  -  SECOND    CLASS 0
 FG0026
 FG0026.The horizontal coordinates were scaled from a topographic map and have
 FG0026.an estimated accuracy of +/- 6 seconds.
 FG0026
 FG0026.The orthometric height was determined by differential leveling
 FG0026.and adjusted by the National Geodetic Survey in June 1991..
 FG0026
 FG0026.The geoid height was determined by GEOID03.
 FG0026
 FG0026.The dynamic height is computed by dividing the NAVD 88
 FG0026.geopotential number by the normal gravity value computed on the
 FG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0026.degrees latitude (g = 980.6199 gals.).
 FG0026
 FG0026.The modeled gravity was interpolated from observed gravity values.
 FG0026
 FG0026;                    North         East    Units  Estimated Accuracy
 FG0026;SPC AR N     -   149,070.      374,450.      MT  (+/- 180 meters Scaled)
 FG0026
 FG0026                          SUPERSEDED SURVEY CONTROL
 FG0026
 FG0026  NGVD 29 (??/??/92)  314.163  (m)         1030.72   (f) ADJ UNCH    2 0
 FG0026
 FG0026.Superseded values are not recommended for survey control.
 FG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0026.See file dsdata.txt to determine how the superseded data were derived.
 FG0026
 FG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV649483(NAD 83)
 FG0026_MARKER: DB = BENCH MARK DISK
 FG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0026+STABILITY: SURFACE MOTION
 FG0026
 FG0026  HISTORY     - Date     Condition        Report By
 FG0026  HISTORY     - UNK      MONUMENTED       CGS
 FG0026  HISTORY     - 1932     GOOD             NGS
 FG0026  HISTORY     - 1934     GOOD             NGS
 FG0026
 FG0026                          STATION DESCRIPTION
 FG0026
 FG0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0026'3 MI NE FROM SHIRLEY.
 FG0026'LOCATED ON RAY SHELTONS FARM IN LINE WITH THE SOUTH SIDE OF THE HOUSE
 FG0026'AND 79 FEET EAST OF THE EAST SIDE, 38 FEET WEST OF THE CENTERLINE OF
 FG0026'HIGHWAY NO. 9, AND 68 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 FG0026'CULTIVATED FIELD.
 FG0026
 FG0026                          STATION RECOVERY (1934)
 FG0026
 FG0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0828 ***********************************************************************
 FF0828  DESIGNATION -  H 180
 FF0828  PID         -  FF0828
 FF0828  STATE/COUNTY-  AR/POINSETT
 FF0828  USGS QUAD   -  WEINER (1980)
 FF0828
 FF0828                         *CURRENT SURVEY CONTROL
 FF0828  ___________________________________________________________________
 FF0828* NAD 83(1986)-  35 33 53.     (N)    090 55 52.     (W)     SCALED    
 FF0828* NAVD 88     -        74.456  (meters)     244.28   (feet)  ADJUSTED  
 FF0828  ___________________________________________________________________
 FF0828  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF0828  DYNAMIC HT  -          74.391 (meters)     244.06  (feet)  COMP
 FF0828  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 FF0828
 FF0828  VERT ORDER  -  FIRST     CLASS II
 FF0828
 FF0828.The horizontal coordinates were scaled from a topographic map and have
 FF0828.an estimated accuracy of +/- 6 seconds.
 FF0828
 FF0828.The orthometric height was determined by differential leveling
 FF0828.and adjusted by the National Geodetic Survey in June 1991..
 FF0828
 FF0828.The geoid height was determined by GEOID03.
 FF0828
 FF0828.The dynamic height is computed by dividing the NAVD 88
 FF0828.geopotential number by the normal gravity value computed on the
 FF0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0828.degrees latitude (g = 980.6199 gals.).
 FF0828
 FF0828.The modeled gravity was interpolated from observed gravity values.
 FF0828
 FF0828;                    North         East    Units  Estimated Accuracy
 FF0828;SPC AR N     -   137,140.      496,890.      MT  (+/- 180 meters Scaled)
 FF0828
 FF0828                          SUPERSEDED SURVEY CONTROL
 FF0828
 FF0828  NGVD 29 (??/??/??)   74.400  (m)          244.09   (f) ADJUSTED    1 2
 FF0828
 FF0828.Superseded values are not recommended for survey control.
 FF0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0828.See file dsdata.txt to determine how the superseded data were derived.
 FF0828
 FF0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV874376(NAD 83)
 FF0828_MARKER: DB = BENCH MARK DISK
 FF0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0828_SP_SET: BUILDING
 FF0828_STAMPING: H 180 1956
 FF0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0828
 FF0828  HISTORY     - Date     Condition        Report By
 FF0828  HISTORY     - 1956     MONUMENTED       CGS
 FF0828  HISTORY     - 1969     GOOD             CGS
 FF0828  HISTORY     - 1983     POOR             LOCSUR
 FF0828  HISTORY     - 20020821 MARK NOT FOUND   USACE
 FF0828
 FF0828                          STATION DESCRIPTION
 FF0828
 FF0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0828'AT WALDENBURG.
 FF0828'AT WALDENBURG, IN THE SOUTHWEST QUARTER OF INTERSECTION OF THE
 FF0828'ST. LOUIS SOUTHWESTERN RAILWAY AND STATE HIGHWAY 14, SET
 FF0828'VERTICALLY IN THE NORTH FACE OF MRS. THOMPSON STORE BUILDING, 151
 FF0828'FEET WEST OF WEST RAIL OF MAIN TRACK, 40 1/2 FEET SOUTH OF CENTER
 FF0828'LINE OF HIGHWAY, 1 FOOT WEST OF NORTHEAST CORNER OF BUILDING
 FF0828'AND 2 FEET ABOVE CONCRETE PORCH OF STORE.  NOTE-- THE BRICK FACE
 FF0828'OF THE STORE BUILDING HAS NOW BEEN PAINTED BLACK AND THE BENCH
 FF0828'MARK DISK ALSO.
 FF0828
 FF0828                          STATION RECOVERY (1969)
 FF0828
 FF0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FF0828'RECOVERED IN GOOD CONDITION.
 FF0828
 FF0828                          STATION RECOVERY (1983)
 FF0828
 FF0828'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 FF0828'MARK RECOVERED IN POOR CONDITION.
 FF0828
 FF0828                          STATION RECOVERY (2002)
 FF0828
 FF0828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0828'MARK DESTROYED. STORE BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0575 ***********************************************************************
 FF0575  DESIGNATION -  H 181
 FF0575  PID         -  FF0575
 FF0575  STATE/COUNTY-  AR/CROSS
 FF0575  USGS QUAD   -  BEEDEVILLE (1980)
 FF0575
 FF0575                         *CURRENT SURVEY CONTROL
 FF0575  ___________________________________________________________________
 FF0575* NAD 83(1986)-  35 22 58.     (N)    091 00 02.     (W)     SCALED    
 FF0575* NAVD 88     -        68.752  (meters)     225.56   (feet)  ADJUSTED  
 FF0575  ___________________________________________________________________
 FF0575  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0575  DYNAMIC HT  -          68.692 (meters)     225.37  (feet)  COMP
 FF0575  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 FF0575
 FF0575  VERT ORDER  -  FIRST     CLASS II
 FF0575
 FF0575.The horizontal coordinates were scaled from a topographic map and have
 FF0575.an estimated accuracy of +/- 6 seconds.
 FF0575
 FF0575.The orthometric height was determined by differential leveling
 FF0575.and adjusted by the National Geodetic Survey in June 1991..
 FF0575
 FF0575.The geoid height was determined by GEOID03.
 FF0575
 FF0575.The dynamic height is computed by dividing the NAVD 88
 FF0575.geopotential number by the normal gravity value computed on the
 FF0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0575.degrees latitude (g = 980.6199 gals.).
 FF0575
 FF0575.The modeled gravity was interpolated from observed gravity values.
 FF0575
 FF0575;                    North         East    Units  Estimated Accuracy
 FF0575;SPC AR N     -   116,890.      490,800.      MT  (+/- 180 meters Scaled)
 FF0575
 FF0575                          SUPERSEDED SURVEY CONTROL
 FF0575
 FF0575  NGVD 29 (??/??/??)   68.707  (m)          225.42   (f) ADJUSTED    1 2
 FF0575
 FF0575.Superseded values are not recommended for survey control.
 FF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0575.See file dsdata.txt to determine how the superseded data were derived.
 FF0575
 FF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV816173(NAD 83)
 FF0575_MARKER: DB = BENCH MARK DISK
 FF0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0575_STAMPING: H 181 1956
 FF0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0575+STABILITY: SURFACE MOTION
 FF0575
 FF0575  HISTORY     - Date     Condition        Report By
 FF0575  HISTORY     - 1956     MONUMENTED       CGS
 FF0575
 FF0575                          STATION DESCRIPTION
 FF0575
 FF0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0575'1.3 MI S FROM HICKORY RIDGE.
 FF0575'ABOUT 1.3 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0575'FROM THE STATION AT HICKORY RIDGE, ACROSS TRACK FROM A POINT
 FF0575'BETWEEN TELEPHONE POLES NO. 162/26 AND 162/27, AT A ROAD CROSSING,
 FF0575'33 FEET WEST OF WEST RAIL OF A SIDE TRACK, 46 1/2 FEET WEST OF
 FF0575'WEST RAIL OF MAIN TRACK, 71 FEET SOUTHWEST OF CENTER OF CROSSING
 FF0575'OF MAIN TRACK AND ROAD, 43 FEET SOUTH OF CENTER LINE OF ROAD,
 FF0575'1 FOOT EAST OF A FENCE LINE, 105 FEET SOUTHWEST AND ACROSS TRACK
 FF0575'FROM CROSSING WARNING SIGN, 31 FEET SOUTHWEST OF A TELEPHONE
 FF0575'POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 FF0575'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0575'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0801 ***********************************************************************
 FF0801  DESIGNATION -  H 182
 FF0801  PID         -  FF0801
 FF0801  STATE/COUNTY-  AR/POINSETT
 FF0801  USGS QUAD   -  HARRISBURG (1983)
 FF0801
 FF0801                         *CURRENT SURVEY CONTROL
 FF0801  ___________________________________________________________________
 FF0801* NAD 83(1986)-  35 30 13.     (N)    090 43 46.     (W)     SCALED    
 FF0801* NAVD 88     -        82.833  (meters)     271.76   (feet)  ADJUSTED  
 FF0801  ___________________________________________________________________
 FF0801  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0801  DYNAMIC HT  -          82.760 (meters)     271.52  (feet)  COMP
 FF0801  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FF0801
 FF0801  VERT ORDER  -  FIRST     CLASS II
 FF0801
 FF0801.The horizontal coordinates were scaled from a topographic map and have
 FF0801.an estimated accuracy of +/- 6 seconds.
 FF0801
 FF0801.The orthometric height was determined by differential leveling
 FF0801.and adjusted by the National Geodetic Survey in June 1991..
 FF0801
 FF0801.The geoid height was determined by GEOID03.
 FF0801
 FF0801.The dynamic height is computed by dividing the NAVD 88
 FF0801.geopotential number by the normal gravity value computed on the
 FF0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0801.degrees latitude (g = 980.6199 gals.).
 FF0801
 FF0801.The modeled gravity was interpolated from observed gravity values.
 FF0801
 FF0801;                    North         East    Units  Estimated Accuracy
 FF0801;SPC AR N     -   130,580.      515,260.      MT  (+/- 180 meters Scaled)
 FF0801
 FF0801                          SUPERSEDED SURVEY CONTROL
 FF0801
 FF0801  NGVD 29 (??/??/??)   82.779  (m)          271.58   (f) ADJUSTED    1 2
 FF0801
 FF0801.Superseded values are not recommended for survey control.
 FF0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0801.See file dsdata.txt to determine how the superseded data were derived.
 FF0801
 FF0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV059312(NAD 83)
 FF0801_MARKER: DB = BENCH MARK DISK
 FF0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0801_SP_SET: CULVERT
 FF0801_STAMPING: H 182 1956
 FF0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0801+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FF0801
 FF0801  HISTORY     - Date     Condition        Report By
 FF0801  HISTORY     - 1956     MONUMENTED       CGS
 FF0801  HISTORY     - 20020807 GOOD             USACE
 FF0801
 FF0801                          STATION DESCRIPTION
 FF0801
 FF0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0801'1.6 MI N FROM WHITEHALL.
 FF0801'1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0801'ROAD CROSSING AND STATION SIGN AT WHITEHALL, ACROSS STATE HIGHWAY
 FF0801'1 AND THE TRACK FROM A POINT BETWEEN TELEPHONE POLES NO. 260/25
 FF0801'AND 260/26, ACROSS HIGHWAY FROM THE NORTH END OF TRESTLE NO. 260.8
 FF0801'OVER A GRAVEL ROAD LEADING EAST, 87 FEET WEST AND ACROSS HIGHWAY
 FF0801'FROM WEST RAIL, 21 FEET WEST OF CENTER LINE OF HIGHWAY, IN THE
 FF0801'TOP OF THE SOUTH END OF WEST HEAD WALL OF A 6-FOOT CONCRETE
 FF0801'CULVERT UNDER HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 FF0801
 FF0801                          STATION RECOVERY (2002)
 FF0801
 FF0801'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0914 ***********************************************************************
 FF0914  DESIGNATION -  H 183
 FF0914  PID         -  FF0914
 FF0914  STATE/COUNTY-  AR/POINSETT
 FF0914  USGS QUAD   -  WEINER (1980)
 FF0914
 FF0914                         *CURRENT SURVEY CONTROL
 FF0914  ___________________________________________________________________
 FF0914* NAD 83(1986)-  35 33 53.     (N)    090 54 23.     (W)     SCALED    
 FF0914* NAVD 88     -        73.132  (meters)     239.93   (feet)  ADJUSTED  
 FF0914  ___________________________________________________________________
 FF0914  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF0914  DYNAMIC HT  -          73.068 (meters)     239.72  (feet)  COMP
 FF0914  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 FF0914
 FF0914  VERT ORDER  -  FIRST     CLASS II
 FF0914
 FF0914.The horizontal coordinates were scaled from a topographic map and have
 FF0914.an estimated accuracy of +/- 6 seconds.
 FF0914
 FF0914.The orthometric height was determined by differential leveling
 FF0914.and adjusted by the National Geodetic Survey in June 1991..
 FF0914
 FF0914.The geoid height was determined by GEOID03.
 FF0914
 FF0914.The dynamic height is computed by dividing the NAVD 88
 FF0914.geopotential number by the normal gravity value computed on the
 FF0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0914.degrees latitude (g = 980.6199 gals.).
 FF0914
 FF0914.The modeled gravity was interpolated from observed gravity values.
 FF0914
 FF0914;                    North         East    Units  Estimated Accuracy
 FF0914;SPC AR N     -   137,160.      499,140.      MT  (+/- 180 meters Scaled)
 FF0914
 FF0914                          SUPERSEDED SURVEY CONTROL
 FF0914
 FF0914  NGVD 29 (??/??/??)   73.075  (m)          239.75   (f) ADJUSTED    1 2
 FF0914
 FF0914.Superseded values are not recommended for survey control.
 FF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0914.See file dsdata.txt to determine how the superseded data were derived.
 FF0914
 FF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV897376(NAD 83)
 FF0914_MARKER: DB = BENCH MARK DISK
 FF0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0914_STAMPING: H 183 1956
 FF0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0914+STABILITY: SURFACE MOTION
 FF0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0914+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0914
 FF0914  HISTORY     - Date     Condition        Report By
 FF0914  HISTORY     - 1956     MONUMENTED       CGS
 FF0914  HISTORY     - 20020821 GOOD             USACE
 FF0914
 FF0914                          STATION DESCRIPTION
 FF0914
 FF0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0914'1.4 MI E FROM WALDENBURG.
 FF0914'1.35 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0914'STATE HIGHWAY 39 AT WALDENBURG, ABOUT 0.45 MILE EAST OF A WOODEN
 FF0914'BRIDGE OVER A DITCH, ABOUT 1.15 MILES WEST OF BRIDGE OVER BRUSHY
 FF0914'CREEK, 55 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 81 FEET
 FF0914'EAST OF CENTER LINE OF A DRIVE SOUTH TO A FIELD, 78 FEET
 FF0914'EAST-SOUTHEAST OF EAST END OF A 30-INCH CORRUGATED PIPE CULVERT
 FF0914'UNDER DRIVE SOUTH, 2 1/2 FEET NORTHWEST OF A POWER POLE, ABOUT
 FF0914'1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FF0914'POST PROJECTING 3 INCHES.
 FF0914
 FF0914                          STATION RECOVERY (2002)
 FF0914
 FF0914'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0914'THE STATION IS 2 FT N OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0098 ***********************************************************************
 FF0098  DESIGNATION -  H 184 RESET
 FF0098  PID         -  FF0098
 FF0098  STATE/COUNTY-  AR/CRAIGHEAD
 FF0098  USGS QUAD   -  LAKE CITY (1983)
 FF0098
 FF0098                         *CURRENT SURVEY CONTROL
 FF0098  ___________________________________________________________________
 FF0098* NAD 83(1986)-  35 49 41.     (N)    090 25 15.     (W)     SCALED    
 FF0098* NAVD 88     -        71.55   (+/-2cm)     234.7    (feet)  VERTCON   
 FF0098  ___________________________________________________________________
 FF0098  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FF0098
 FF0098  VERT ORDER  -  THIRD (See Below)
 FF0098
 FF0098.The horizontal coordinates were scaled from a topographic map and have
 FF0098.an estimated accuracy of +/- 6 seconds.
 FF0098
 FF0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0098.The vertical order pertains to the NGVD 29 superseded value.
 FF0098
 FF0098.The geoid height was determined by GEOID03.
 FF0098
 FF0098;                    North         East    Units  Estimated Accuracy
 FF0098;SPC AR N     -   166,970.      542,680.      MT  (+/- 180 meters Scaled)
 FF0098
 FF0098                          SUPERSEDED SURVEY CONTROL
 FF0098
 FF0098  NGVD 29 (??/??/??)   71.50   (m)          234.6    (f) RESET       3  
 FF0098
 FF0098.Superseded values are not recommended for survey control.
 FF0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0098.See file dsdata.txt to determine how the superseded data were derived.
 FF0098
 FF0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV329679(NAD 83)
 FF0098_MARKER: DD = SURVEY DISK
 FF0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0098_SP_SET: BRIDGE
 FF0098_STAMPING: H 184 RESET 1973
 FF0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0098+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 FF0098
 FF0098  HISTORY     - Date     Condition        Report By
 FF0098  HISTORY     - 1973     MONUMENTED       ARHD
 FF0098  HISTORY     - 20020731 GOOD             USACE
 FF0098
 FF0098                          STATION DESCRIPTION
 FF0098
 FF0098'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1973
 FF0098'1.2 MI NE FROM LAKE CITY.
 FF0098'ABOUT 1.2 MILES NORTHEAST ALONG THE ST. LOUIS - SAN FRANCISCO
 FF0098'RAILWAY FROM THE CITY WATER TOWER AT LAKE CITY, ABOUT 0.3 MILE
 FF0098'NORTHEAST OF NORTHEAST END OF RAILROAD TRESTLE OVER THS ST.
 FF0098'FRANCES RIVER, NORTH OF TELEPHONE POLE NO. 1380, 54 FEET NORTHWEST
 FF0098'OF NORTHWEST RAIL, 20 FEET SOUTHEAST OF CENTERLINE OF STATE
 FF0098'HIGHWAY 18, IN THE TOP OF CURB AT THE NORTH EAST END OF 75 FOOT
 FF0098'BRIDGE OVER A DRAINAGE DITCH, 9 INCH ABOVE GUTTER LINE OF BRIDGE.
 FF0098
 FF0098                          STATION RECOVERY (2002)
 FF0098
 FF0098'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0031 ***********************************************************************
 FF0031  DESIGNATION -  H 185
 FF0031  PID         -  FF0031
 FF0031  STATE/COUNTY-  AR/MISSISSIPPI
 FF0031  USGS QUAD   -  DELL (1983)
 FF0031
 FF0031                         *CURRENT SURVEY CONTROL
 FF0031  ___________________________________________________________________
 FF0031* NAD 83(1986)-  35 51 21.     (N)    090 02 16.     (W)     SCALED    
 FF0031* NAVD 88     -        73.318  (meters)     240.54   (feet)  ADJUSTED  
 FF0031  ___________________________________________________________________
 FF0031  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FF0031  DYNAMIC HT  -          73.257 (meters)     240.34  (feet)  COMP
 FF0031  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FF0031
 FF0031  VERT ORDER  -  FIRST     CLASS II
 FF0031
 FF0031.The horizontal coordinates were scaled from a topographic map and have
 FF0031.an estimated accuracy of +/- 6 seconds.
 FF0031
 FF0031.The orthometric height was determined by differential leveling
 FF0031.and adjusted by the National Geodetic Survey in June 1991..
 FF0031
 FF0031.The geoid height was determined by GEOID03.
 FF0031
 FF0031.The dynamic height is computed by dividing the NAVD 88
 FF0031.geopotential number by the normal gravity value computed on the
 FF0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0031.degrees latitude (g = 980.6199 gals.).
 FF0031
 FF0031.The modeled gravity was interpolated from observed gravity values.
 FF0031
 FF0031;                    North         East    Units  Estimated Accuracy
 FF0031;SPC AR N     -   170,680.      577,220.      MT  (+/- 180 meters Scaled)
 FF0031
 FF0031                          SUPERSEDED SURVEY CONTROL
 FF0031
 FF0031  NGVD 29 (??/??/??)   73.290  (m)          240.45   (f) ADJUSTED    1 2
 FF0031
 FF0031.Superseded values are not recommended for survey control.
 FF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0031.See file dsdata.txt to determine how the superseded data were derived.
 FF0031
 FF0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV675720(NAD 83)
 FF0031_MARKER: DB = BENCH MARK DISK
 FF0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0031_SP_SET: CULVERT
 FF0031_STAMPING: H 185 1956
 FF0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0031+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 FF0031
 FF0031  HISTORY     - Date     Condition        Report By
 FF0031  HISTORY     - 1956     MONUMENTED       CGS
 FF0031  HISTORY     - 1987     GOOD             USPSQD
 FF0031  HISTORY     - 20020720 GOOD             USACE
 FF0031
 FF0031                          STATION DESCRIPTION
 FF0031
 FF0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0031'AT DELL.
 FF0031'AT DELL, ABOUT 0.1 MILE NORTHEAST ALONG THE ST. LOUIS-SAN
 FF0031'FRANCISCO RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119, SOUTH
 FF0031'OF TELEPHONE POLE NO. 355, 58 FEET SOUTHEAST OF SOUTHEAST RAIL,
 FF0031'22 FEET NORTHWEST OF CENTER LINE OF STATE HIGHWAY 18, IN THE
 FF0031'TOP OF THE SOUTHWEST END OF NORTHWEST HEAD WALL OF A 5-FOOT
 FF0031'CONCRETE CULVERT UNDER HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 FF0031
 FF0031                          STATION RECOVERY (1987)
 FF0031
 FF0031'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0031'RECOVERED IN GOOD CONDITION.
 FF0031
 FF0031                          STATION RECOVERY (2002)
 FF0031
 FF0031'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0083 ***********************************************************************
 FF0083  DESIGNATION -  H 186
 FF0083  PID         -  FF0083
 FF0083  STATE/COUNTY-  AR/CRAIGHEAD
 FF0083  USGS QUAD   -  LEACHVILLE (1983)
 FF0083
 FF0083                         *CURRENT SURVEY CONTROL
 FF0083  ___________________________________________________________________
 FF0083* NAD 83(1986)-  35 53 31.     (N)    090 20 31.     (W)     SCALED    
 FF0083* NAVD 88     -        72.043  (meters)     236.36   (feet)  POSTED    
 FF0083  ___________________________________________________________________
 FF0083  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FF0083  DYNAMIC HT  -          71.980 (meters)     236.15  (feet)  COMP
 FF0083  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 FF0083
 FF0083  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0083
 FF0083.The horizontal coordinates were scaled from a topographic map and have
 FF0083.an estimated accuracy of +/- 6 seconds.
 FF0083
 FF0083.The orthometric height was determined by differential leveling
 FF0083.and adjusted by the National Geodetic Survey in 1992..
 FF0083.No vertical observational check was made to the station.
 FF0083.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0083.was located on a no-check spur therefore a value was not computed.
 FF0083
 FF0083.The geoid height was determined by GEOID03.
 FF0083
 FF0083.The dynamic height is computed by dividing the NAVD 88
 FF0083.geopotential number by the normal gravity value computed on the
 FF0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0083.degrees latitude (g = 980.6199 gals.).
 FF0083
 FF0083.The modeled gravity was interpolated from observed gravity values.
 FF0083
 FF0083;                    North         East    Units  Estimated Accuracy
 FF0083;SPC AR N     -   174,180.      549,690.      MT  (+/- 180 meters Scaled)
 FF0083
 FF0083                          SUPERSEDED SURVEY CONTROL
 FF0083
 FF0083  NGVD 29 (??/??/??)   72.010  (m)          236.25   (f) ADJUSTED    1 2
 FF0083
 FF0083.Superseded values are not recommended for survey control.
 FF0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0083.See file dsdata.txt to determine how the superseded data were derived.
 FF0083
 FF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV399752(NAD 83)
 FF0083_MARKER: DB = BENCH MARK DISK
 FF0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0083_STAMPING: H 186 1956
 FF0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0083+STABILITY: SURFACE MOTION
 FF0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0083+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 FF0083
 FF0083  HISTORY     - Date     Condition        Report By
 FF0083  HISTORY     - 1956     MONUMENTED       CGS
 FF0083  HISTORY     - 20020723 GOOD             USACE
 FF0083
 FF0083                          STATION DESCRIPTION
 FF0083
 FF0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0083'AT MONETTE.
 FF0083'AT MONETTE, ABOUT 0.1 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0083'RAILWAY FROM CROSSING OF STATE HIGHWAY 18, THENCE ABOUT 1 BLOCK
 FF0083'WEST ALONG TEXIE AVENUE, IN THE SOUTHWEST QUARTER OF INTERSECTION
 FF0083'OF TEXIE AVENUE AND EDMONDS STREET (STATE HIGHWAY 139), IN THE
 FF0083'TOP OF THE NORTH CORNER OF CONCRETE FOUNDATION OF NORTHEAST LEG
 FF0083'OF CITY WATER TOWER, 36 FEET SOUTH OF CENTER LINE OF TEXIE AVENUE,
 FF0083'83 FEET WEST OF CENTER LINE OF EDMONDS STREET AND ABOUT 1 FOOT
 FF0083'ABOVE LEVEL OF STREETS.
 FF0083
 FF0083                          STATION RECOVERY (2002)
 FF0083
 FF0083'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0154 ***********************************************************************
 GE0154  DESIGNATION -  H 187
 GE0154  PID         -  GE0154
 GE0154  STATE/COUNTY-  AR/GREENE
 GE0154  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0154
 GE0154                         *CURRENT SURVEY CONTROL
 GE0154  ___________________________________________________________________
 GE0154* NAD 83(1986)-  36 02 18.     (N)    090 29 06.     (W)     SCALED    
 GE0154* NAVD 88     -        80.759  (meters)     264.96   (feet)  ADJUSTED  
 GE0154  ___________________________________________________________________
 GE0154  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GE0154  DYNAMIC HT  -          80.691 (meters)     264.73  (feet)  COMP
 GE0154  MODELED GRAV-     979,792.4   (mgal)                       NAVD 88
 GE0154
 GE0154  VERT ORDER  -  FIRST     CLASS II
 GE0154
 GE0154.The horizontal coordinates were scaled from a topographic map and have
 GE0154.an estimated accuracy of +/- 6 seconds.
 GE0154
 GE0154.The orthometric height was determined by differential leveling
 GE0154.and adjusted by the National Geodetic Survey in June 1991..
 GE0154
 GE0154.The geoid height was determined by GEOID03.
 GE0154
 GE0154.The dynamic height is computed by dividing the NAVD 88
 GE0154.geopotential number by the normal gravity value computed on the
 GE0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0154.degrees latitude (g = 980.6199 gals.).
 GE0154
 GE0154.The modeled gravity was interpolated from observed gravity values.
 GE0154
 GE0154;                    North         East    Units  Estimated Accuracy
 GE0154;SPC AR N     -   190,210.      536,520.      MT  (+/- 180 meters Scaled)
 GE0154
 GE0154                          SUPERSEDED SURVEY CONTROL
 GE0154
 GE0154  NGVD 29 (??/??/92)   80.749  (m)          264.92   (f) ADJ UNCH    1 2
 GE0154
 GE0154.Superseded values are not recommended for survey control.
 GE0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0154.See file dsdata.txt to determine how the superseded data were derived.
 GE0154
 GE0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV265911(NAD 83)
 GE0154_MARKER: DB = BENCH MARK DISK
 GE0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0154_SP_SET: CULVERT
 GE0154_STAMPING: H 187 1956
 GE0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0154
 GE0154  HISTORY     - Date     Condition        Report By
 GE0154  HISTORY     - 1956     MONUMENTED       CGS
 GE0154  HISTORY     - 1979     MARK NOT FOUND   USGS
 GE0154
 GE0154                          STATION DESCRIPTION
 GE0154
 GE0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0154'1.2 MI S FROM PARAGOULD.
 GE0154'ABOUT 1.15 MILES SOUTH ALONG PEKIN STREET FROM THE ST. LOUIS
 GE0154'SOUTHWESTERN RAILWAY STATION AT PARAGOULD, 170 FEET
 GE0154'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF HIGGINS AIRPORT, IN THE
 GE0154'TOP OF THE NORTH END OF EAST HEAD WALL OF AN 8-FOOT CONCRETE
 GE0154'CULVERT UNDER ROAD, 12 FEET EAST OF CENTER LINE OF ROAD, 112
 GE0154'FEET SOUTH OF A 16-FOOT WOODEN DECK BRIDGE OVER A DRAINAGE
 GE0154'DITCH AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 GE0154
 GE0154                          STATION RECOVERY (1979)
 GE0154
 GE0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GE0154'MEASUREMENTS MADE FROM THE ROAD AND DITCH DESCRIBED, PLACE THE LOC-
 GE0154'ATION OF THE MARK AT A NEW STEEL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4331 ***********************************************************************
 AA4331  DESIGNATION -  H 187 RESET
 AA4331  PID         -  AA4331
 AA4331  STATE/COUNTY-  AR/GREENE
 AA4331  USGS QUAD   -  PARAGOULD EAST (1983)
 AA4331
 AA4331                         *CURRENT SURVEY CONTROL
 AA4331  ___________________________________________________________________
 AA4331* NAD 83(1986)-  36 02 18.     (N)    090 29 06.     (W)     SCALED    
 AA4331* NAVD 88     -        79.25   (+/-2cm)     260.0    (feet)  VERTCON   
 AA4331  ___________________________________________________________________
 AA4331  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AA4331
 AA4331  VERT ORDER  -  THIRD (See Below)
 AA4331
 AA4331.The horizontal coordinates were scaled from a topographic map and have
 AA4331.an estimated accuracy of +/- 6 seconds.
 AA4331
 AA4331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4331.The vertical order pertains to the NGVD 29 superseded value.
 AA4331
 AA4331.The geoid height was determined by GEOID03.
 AA4331
 AA4331;                    North         East    Units  Estimated Accuracy
 AA4331;SPC AR N     -   190,210.      536,520.      MT  (+/- 180 meters Scaled)
 AA4331
 AA4331                          SUPERSEDED SURVEY CONTROL
 AA4331
 AA4331  NGVD 29 (08/21/02)   79.24   (m)          260.0    (f) RESET       3  
 AA4331
 AA4331.Superseded values are not recommended for survey control.
 AA4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4331.See file dsdata.txt to determine how the superseded data were derived.
 AA4331
 AA4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV265911(NAD 83)
 AA4331_MARKER: DV = VERTICAL CONTROL DISK
 AA4331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4331_STAMPING: H 187 RESET 1975
 AA4331_MARK LOGO: NGS   
 AA4331_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4331+STABILITY: SURFACE MOTION
 AA4331
 AA4331  HISTORY     - Date     Condition        Report By
 AA4331  HISTORY     - 1975     MONUMENTED       NGS
 AA4331  HISTORY     - 20020731 MARK NOT FOUND   USACE
 AA4331
 AA4331                          STATION DESCRIPTION
 AA4331
 AA4331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AA4331'FROM JUNCTION HIGHWAYS 25 AND 69 IN EAST EDGE OF PARAGOULD, GO SOUTH
 AA4331'ON HIGHWAY 69 (REKIN RD) FOR 1.05 MILES (1.69 KM) TO MARK ON THE LEFT.
 AA4331'46.0 FEET (14.0 M) EAST OF CENTERLINE OF HIGHWAY 69, 1.7 FEET (0.5 M)
 AA4331'NORTH OF A TELEPHONE POLE, 1.0 FEET (0.3 M) SOUTH OF A METAL WITNESS
 AA4331'POST AND SIGN, AND MARK IS FLUSH WITH THE GROUND.
 AA4331
 AA4331                          STATION RECOVERY (2002)
 AA4331
 AA4331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 AA4331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0078 ***********************************************************************
 GE0078  DESIGNATION -  H 188
 GE0078  PID         -  GE0078
 GE0078  STATE/COUNTY-  AR/CLAY
 GE0078  USGS QUAD   -  GREENWAY (1984)
 GE0078
 GE0078                         *CURRENT SURVEY CONTROL
 GE0078  ___________________________________________________________________
 GE0078* NAD 83(1986)-  36 19 40.     (N)    090 13 54.     (W)     SCALED    
 GE0078* NAVD 88     -        87.859  (meters)     288.25   (feet)  ADJUSTED  
 GE0078  ___________________________________________________________________
 GE0078  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GE0078  DYNAMIC HT  -          87.786 (meters)     288.01  (feet)  COMP
 GE0078  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 GE0078
 GE0078  VERT ORDER  -  FIRST     CLASS II
 GE0078
 GE0078.The horizontal coordinates were scaled from a topographic map and have
 GE0078.an estimated accuracy of +/- 6 seconds.
 GE0078
 GE0078.The orthometric height was determined by differential leveling
 GE0078.and adjusted by the National Geodetic Survey in June 1991..
 GE0078
 GE0078.The geoid height was determined by GEOID03.
 GE0078
 GE0078.The dynamic height is computed by dividing the NAVD 88
 GE0078.geopotential number by the normal gravity value computed on the
 GE0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0078.degrees latitude (g = 980.6199 gals.).
 GE0078
 GE0078.The modeled gravity was interpolated from observed gravity values.
 GE0078
 GE0078;                    North         East    Units  Estimated Accuracy
 GE0078;SPC AR N     -   222,700.      558,770.      MT  (+/- 180 meters Scaled)
 GE0078
 GE0078                          SUPERSEDED SURVEY CONTROL
 GE0078
 GE0078  NGVD 29 (??/??/92)   87.849  (m)          288.22   (f) ADJ UNCH    1 2
 GE0078
 GE0078.Superseded values are not recommended for survey control.
 GE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0078.See file dsdata.txt to determine how the superseded data were derived.
 GE0078
 GE0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA484238(NAD 83)
 GE0078_MARKER: DB = BENCH MARK DISK
 GE0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0078_STAMPING: H 188 1956
 GE0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0078+STABILITY: SURFACE MOTION
 GE0078
 GE0078  HISTORY     - Date     Condition        Report By
 GE0078  HISTORY     - 1956     MONUMENTED       CGS
 GE0078  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0078
 GE0078                          STATION DESCRIPTION
 GE0078
 GE0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0078'4.4 MI SW FROM PIGGOTT.
 GE0078'ABOUT 4.35 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0078'RAILWAY FROM THE STATION AT PIGGOTT, ABOUT 1.05 MILES SOUTHWEST
 GE0078'OF ROAD CROSSING AT GREENWAY, ABOUT 1 1/2 TELEPHONE POLES
 GE0078'NORTHWEST OF MILE POLE 80, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 GE0078'45 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 49 FEET
 GE0078'NORTH-NORTHEAST OF CENTER OF CROSSING OF ROAD AND MAIN TRACK, 28
 GE0078'FEET NORTH OF CENTER LINE OF ROAD, 15 FEET NORTHWEST OF NORTHEAST
 GE0078'END OF A 24-INCH TILE PIPE CULVERT UNDER ROAD, 8 FEET
 GE0078'WEST-NORTHWEST OF TELEPHONE POLE NO. 552, 7 FEET NORTHEAST OF A
 GE0078'FENCE CORNER, 2 1/2 FEET SOUTHEAST OF A FENCE LINE, 1 1/2 FEET
 GE0078'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL
 GE0078'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GE0078'INCHES.
 GE0078
 GE0078                          STATION RECOVERY (1981)
 GE0078
 GE0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1842 ***********************************************************************
 FE1842  DESIGNATION -  H 189
 FE1842  PID         -  FE1842
 FE1842  STATE/COUNTY-  AR/MISSISSIPPI
 FE1842  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1842
 FE1842                         *CURRENT SURVEY CONTROL
 FE1842  ___________________________________________________________________
 FE1842* NAD 83(1986)-  35 57 05.     (N)    089 57 53.     (W)     SCALED    
 FE1842* NAVD 88     -        75.959  (meters)     249.21   (feet)  ADJUSTED  
 FE1842  ___________________________________________________________________
 FE1842  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE1842  DYNAMIC HT  -          75.895 (meters)     249.00  (feet)  COMP
 FE1842  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 FE1842
 FE1842  VERT ORDER  -  FIRST     CLASS II
 FE1842
 FE1842.The horizontal coordinates were scaled from a topographic map and have
 FE1842.an estimated accuracy of +/- 6 seconds.
 FE1842
 FE1842.The orthometric height was determined by differential leveling
 FE1842.and adjusted by the National Geodetic Survey in June 1991..
 FE1842
 FE1842.The geoid height was determined by GEOID03.
 FE1842
 FE1842.The dynamic height is computed by dividing the NAVD 88
 FE1842.geopotential number by the normal gravity value computed on the
 FE1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1842.degrees latitude (g = 980.6199 gals.).
 FE1842
 FE1842.The modeled gravity was interpolated from observed gravity values.
 FE1842
 FE1842;                    North         East    Units  Estimated Accuracy
 FE1842;SPC AR N     -   181,410.      583,600.      MT  (+/- 180 meters Scaled)
 FE1842
 FE1842                          SUPERSEDED SURVEY CONTROL
 FE1842
 FE1842  NGVD 29 (??/??/??)   75.911  (m)          249.05   (f) ADJUSTED    1 2
 FE1842
 FE1842.Superseded values are not recommended for survey control.
 FE1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1842.See file dsdata.txt to determine how the superseded data were derived.
 FE1842
 FE1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE325826(NAD 83)
 FE1842_MARKER: DB = BENCH MARK DISK
 FE1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1842_STAMPING: H 189 1956
 FE1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1842+STABILITY: SURFACE MOTION
 FE1842
 FE1842  HISTORY     - Date     Condition        Report By
 FE1842  HISTORY     - 1956     MONUMENTED       CGS
 FE1842  HISTORY     - 20020320 MARK NOT FOUND   USACE
 FE1842
 FE1842                          STATION DESCRIPTION
 FE1842
 FE1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1842'3.2 MI NW FROM BLYTHEVILLE.
 FE1842'3.2 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 151 FROM THE
 FE1842'JUNCTION OF U.S. HIGHWAY 61 AT BLYTHEVILLE, ABOUT 0.55 MILE SOUTH
 FE1842'OF THE MAIN ENTRANCE TO BLYTHEVILLE AIR FORCE BASE, ABOUT 0.6
 FE1842'MILE SOUTH OF THE SCHOOL AT GOSNELL, 261 FEET NORTH-NORTHEAST
 FE1842'OF CENTER OF CROSSING OF HIGHWAY AND THE ST. LOUIS SOUTHWESTERN
 FE1842'RAILWAY, 37 FEET EAST OF CENTER LINE OF HIGHWAY, 1 FOOT WEST OF
 FE1842'FENCE AROUND BLYTHEVILLE AFB, 44 FEET SOUTH OF CENTER OF AN
 FE1842'ABANDONED GATE IN FENCE LINE, 32 FEET NORTH OF TELEPHONE CABLE
 FE1842'POLE NO. 52, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FE1842'2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FE1842'POST PROJECTING 3 INCHES.
 FE1842
 FE1842                          STATION RECOVERY (2002)
 FE1842
 FE1842'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1842'THE STATION IS PRESUMED DESTROYED DUE TO HWY BEING WIDENED TO 4 LANE
 FE1842'IN MID 60S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0848 ***********************************************************************
 FG0848  DESIGNATION -  H 19
 FG0848  PID         -  FG0848
 FG0848  STATE/COUNTY-  AR/JOHNSON
 FG0848  USGS QUAD   -  OZONE (1980)
 FG0848
 FG0848                         *CURRENT SURVEY CONTROL
 FG0848  ___________________________________________________________________
 FG0848* NAD 83(1986)-  35 42 13.     (N)    093 25 00.     (W)     SCALED    
 FG0848* NAVD 88     -       574.114  (meters)    1883.57   (feet)  ADJUSTED  
 FG0848  ___________________________________________________________________
 FG0848  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FG0848  DYNAMIC HT  -         573.557 (meters)    1881.74  (feet)  COMP
 FG0848  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 FG0848
 FG0848  VERT ORDER  -  SECOND    CLASS 0
 FG0848
 FG0848.The horizontal coordinates were scaled from a topographic map and have
 FG0848.an estimated accuracy of +/- 6 seconds.
 FG0848
 FG0848.The orthometric height was determined by differential leveling
 FG0848.and adjusted by the National Geodetic Survey in June 1991..
 FG0848
 FG0848.The geoid height was determined by GEOID03.
 FG0848
 FG0848.The dynamic height is computed by dividing the NAVD 88
 FG0848.geopotential number by the normal gravity value computed on the
 FG0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0848.degrees latitude (g = 980.6199 gals.).
 FG0848
 FG0848.The modeled gravity was interpolated from observed gravity values.
 FG0848
 FG0848;                    North         East    Units  Estimated Accuracy
 FG0848;SPC AR N     -   152,940.      271,800.      MT  (+/- 180 meters Scaled)
 FG0848
 FG0848                          SUPERSEDED SURVEY CONTROL
 FG0848
 FG0848  NGVD 29 (??/??/92)  574.065  (m)         1883.41   (f) ADJ UNCH    2 0
 FG0848
 FG0848.Superseded values are not recommended for survey control.
 FG0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0848.See file dsdata.txt to determine how the superseded data were derived.
 FG0848
 FG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV623511(NAD 83)
 FG0848_MARKER: DB = BENCH MARK DISK
 FG0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0848_STAMPING: H 19 1932
 FG0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0848+STABILITY: SURFACE MOTION
 FG0848
 FG0848  HISTORY     - Date     Condition        Report By
 FG0848  HISTORY     - 1932     MONUMENTED       CGS
 FG0848  HISTORY     - 1961     GOOD             NGS
 FG0848  HISTORY     - 1975     MARK NOT FOUND   NGS
 FG0848
 FG0848                          STATION DESCRIPTION
 FG0848
 FG0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0848'6.25 MI N FROM OZONE.
 FG0848'6-1/4 MILES NORTH ALONG STATE HIGHWAY 21 FROM OZONE, JOHNSON COUNTY,
 FG0848'IN THE SE 1/4 SEC. 10, T. 12 N., R. 23 W., AT THE TOP OF A LONG GRADE
 FG0848'TO THE SOUTH, 378 FEET SOUTH OF THE ROAD LEADING WEST TO THE JOHN W.
 FG0848'PUGH HOUSE, 113 FEET NORTH OF A CURVE AT THE TOP OF THE GRADE, AND 29
 FG0848'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 FG0848'CONCRETE POST.  NOTE-- MARK RECOVERED AT THE NORTHEAST POINT OF
 FG0848'TRIANGLE FORMED BY ROAD FORKS AND JUST WEST OF THE WEST EDGE OF THE
 FG0848'NEW HIGHWAY RIGHT OF WAY.
 FG0848
 FG0848                          STATION RECOVERY (1975)
 FG0848
 FG0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FG0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0153 ***********************************************************************
 GE0153  DESIGNATION -  H 190
 GE0153  PID         -  GE0153
 GE0153  STATE/COUNTY-  AR/CLAY
 GE0153  USGS QUAD   -  MC DOUGAL (1984)
 GE0153
 GE0153                         *CURRENT SURVEY CONTROL
 GE0153  ___________________________________________________________________
 GE0153* NAD 83(1986)-  36 24 48.     (N)    090 29 43.     (W)     SCALED    
 GE0153* NAVD 88     -        88.945  (meters)     291.81   (feet)  ADJUSTED  
 GE0153  ___________________________________________________________________
 GE0153  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GE0153  DYNAMIC HT  -          88.873 (meters)     291.58  (feet)  COMP
 GE0153  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 GE0153
 GE0153  VERT ORDER  -  FIRST     CLASS II
 GE0153
 GE0153.The horizontal coordinates were scaled from a topographic map and have
 GE0153.an estimated accuracy of +/- 6 seconds.
 GE0153
 GE0153.The orthometric height was determined by differential leveling
 GE0153.and adjusted by the National Geodetic Survey in June 1991..
 GE0153
 GE0153.The geoid height was determined by GEOID03.
 GE0153
 GE0153.The dynamic height is computed by dividing the NAVD 88
 GE0153.geopotential number by the normal gravity value computed on the
 GE0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0153.degrees latitude (g = 980.6199 gals.).
 GE0153
 GE0153.The modeled gravity was interpolated from observed gravity values.
 GE0153
 GE0153;                    North         East    Units  Estimated Accuracy
 GE0153;SPC AR N     -   231,800.      534,960.      MT  (+/- 180 meters Scaled)
 GE0153
 GE0153                          SUPERSEDED SURVEY CONTROL
 GE0153
 GE0153  NGVD 29 (??/??/92)   88.935  (m)          291.78   (f) ADJ UNCH    1 2
 GE0153
 GE0153.Superseded values are not recommended for survey control.
 GE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0153.See file dsdata.txt to determine how the superseded data were derived.
 GE0153
 GE0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA245327(NAD 83)
 GE0153_MARKER: DB = BENCH MARK DISK
 GE0153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0153_SP_SET: 48 FEET
 GE0153_STAMPING: H 190 1956
 GE0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0153+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 GE0153
 GE0153  HISTORY     - Date     Condition        Report By
 GE0153  HISTORY     - 1956     MONUMENTED       CGS
 GE0153  HISTORY     - 20020916 GOOD             USACE
 GE0153
 GE0153                          STATION DESCRIPTION
 GE0153
 GE0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0153'5.2 MI NE FROM CORNING.
 GE0153'ABOUT 5.25 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE
 GE0153'CROSSING OF THE MISSOURI PACIFIC RAILROAD AT CORNING, ABOUT 1.0
 GE0153'MILE NORTHEAST OF WHITE VALLEY MISSIONARY BAPTIST CHURCH, ON
 GE0153'THE OUTSIDE OF A CURVE IN HIGHWAY WITH TANGENTS EXTENDING EAST
 GE0153'AND SOUTH-SOUTHWEST, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 GE0153'SOUTHWEST, 101 FEET NORTHWEST AND ACROSS GRAVEL ROAD FROM CENTER
 GE0153'LINE OF HIGHWAY, 213 FEET WEST OF CENTER OF JUNCTION OF HIGHWAY
 GE0153'AND ROAD SOUTHWEST, 32 FEET NORTHWEST OF CENTER LINE OF GRAVEL
 GE0153'ROAD SOUTHWEST, 26 FEET WEST-SOUTHWEST OF SOUTHWEST END OF THE
 GE0153'NORTHWEST HEAD WALL OF A 24-INCH CONCRETE PIPE CULVERT UNDER
 GE0153'GRAVEL ROAD, 7 FEET NORTHEAST OF A POWER POLE WITH GUY WIRE, 2
 GE0153'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 GE0153'BELOW LEVEL OF HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED
 GE0153'STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH TILE
 GE0153'WHICH PROJECTS 4 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF
 GE0153'48-FEET.
 GE0153
 GE0153                          STATION RECOVERY (2002)
 GE0153
 GE0153'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1116 ***********************************************************************
 EJ1116  DESIGNATION -  H 192 X
 EJ1116  PID         -  EJ1116
 EJ1116  STATE/COUNTY-  AR/CLARK
 EJ1116  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1116
 EJ1116                         *CURRENT SURVEY CONTROL
 EJ1116  ___________________________________________________________________
 EJ1116* NAD 83(1986)-  34 00 42.     (N)    093 05 36.     (W)     SCALED    
 EJ1116* NAVD 88     -        59.653  (meters)     195.71   (feet)  ADJUSTED  
 EJ1116  ___________________________________________________________________
 EJ1116  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EJ1116  DYNAMIC HT  -          59.593 (meters)     195.51  (feet)  COMP
 EJ1116  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 EJ1116
 EJ1116  VERT ORDER  -  FIRST     CLASS II
 EJ1116
 EJ1116.The horizontal coordinates were scaled from a topographic map and have
 EJ1116.an estimated accuracy of +/- 6 seconds.
 EJ1116
 EJ1116.The orthometric height was determined by differential leveling
 EJ1116.and adjusted by the National Geodetic Survey in June 1991..
 EJ1116
 EJ1116.The geoid height was determined by GEOID03.
 EJ1116
 EJ1116.The dynamic height is computed by dividing the NAVD 88
 EJ1116.geopotential number by the normal gravity value computed on the
 EJ1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1116.degrees latitude (g = 980.6199 gals.).
 EJ1116
 EJ1116.The modeled gravity was interpolated from observed gravity values.
 EJ1116
 EJ1116;                    North         East    Units  Estimated Accuracy
 EJ1116;SPC AR S     -   549,720.      299,020.      MT  (+/- 180 meters Scaled)
 EJ1116
 EJ1116                          SUPERSEDED SURVEY CONTROL
 EJ1116
 EJ1116  NGVD 29 (??/??/92)   59.67   (m)          195.8    (f) COMPUTED    1 2
 EJ1116
 EJ1116.Superseded values are not recommended for survey control.
 EJ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1116.See file dsdata.txt to determine how the superseded data were derived.
 EJ1116
 EJ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT913634(NAD 83)
 EJ1116_MARKER: DB = BENCH MARK DISK
 EJ1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1116_STAMPING: H 192 X 1959
 EJ1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1116+STABILITY: SURFACE MOTION
 EJ1116
 EJ1116  HISTORY     - Date     Condition        Report By
 EJ1116  HISTORY     - 1959     MONUMENTED       CGS
 EJ1116  HISTORY     - 1960     GOOD             NGS
 EJ1116
 EJ1116                          STATION DESCRIPTION
 EJ1116
 EJ1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1116'7.2 MI N FROM GURDON.
 EJ1116'ABOUT 7.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1116'STATION AT GURDON, ALSO 8.1 MILES SOUTH OF THE MISSOURI PACIFIC
 EJ1116'RAILROAD STATION AT ARKADELPHIA, 2 1/2 MILES SOUTH OF MILEPOLE 419, 38
 EJ1116'FEET WEST OF THE WEST RAIL, 44 FEET NORTH OF THE CENTER LINE OF A DIRT
 EJ1116'ROAD, 58 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 44 FEET
 EJ1116'SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 3.1
 EJ1116'FEET NORTH OF A STEEL WITNESS POST, ABOUT 3 FEET BELOW THE RAILS, AND
 EJ1116'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0311 ***********************************************************************
 DL0311  DESIGNATION -  H 193 X
 DL0311  PID         -  DL0311
 DL0311  STATE/COUNTY-  AR/OUACHITA
 DL0311  USGS QUAD   -  CAMDEN (1985)
 DL0311
 DL0311                         *CURRENT SURVEY CONTROL
 DL0311  ___________________________________________________________________
 DL0311* NAD 83(1986)-  33 36 42.     (N)    092 52 14.     (W)     SCALED    
 DL0311* NAVD 88     -        33.275  (meters)     109.17   (feet)  ADJUSTED  
 DL0311  ___________________________________________________________________
 DL0311  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DL0311  DYNAMIC HT  -          33.240 (meters)     109.05  (feet)  COMP
 DL0311  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 DL0311
 DL0311  VERT ORDER  -  FIRST     CLASS II
 DL0311
 DL0311.The horizontal coordinates were scaled from a topographic map and have
 DL0311.an estimated accuracy of +/- 6 seconds.
 DL0311
 DL0311.The orthometric height was determined by differential leveling
 DL0311.and adjusted by the National Geodetic Survey in June 1991..
 DL0311
 DL0311.The geoid height was determined by GEOID03.
 DL0311
 DL0311.The dynamic height is computed by dividing the NAVD 88
 DL0311.geopotential number by the normal gravity value computed on the
 DL0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0311.degrees latitude (g = 980.6199 gals.).
 DL0311
 DL0311.The modeled gravity was interpolated from observed gravity values.
 DL0311
 DL0311;                    North         East    Units  Estimated Accuracy
 DL0311;SPC AR S     -   505,160.      319,220.      MT  (+/- 180 meters Scaled)
 DL0311
 DL0311                          SUPERSEDED SURVEY CONTROL
 DL0311
 DL0311  NGVD 29 (??/??/92)   33.298  (m)          109.25   (f) ADJ UNCH    1 2
 DL0311
 DL0311.Superseded values are not recommended for survey control.
 DL0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0311.See file dsdata.txt to determine how the superseded data were derived.
 DL0311
 DL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT120191(NAD 83)
 DL0311_MARKER: DB = BENCH MARK DISK
 DL0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0311_STAMPING: H 193 X 1959
 DL0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0311+STABILITY: SURFACE MOTION
 DL0311
 DL0311  HISTORY     - Date     Condition        Report By
 DL0311  HISTORY     - 1959     MONUMENTED       CGS
 DL0311  HISTORY     - 1960     GOOD             NGS
 DL0311  HISTORY     - 1964     GOOD             NGS
 DL0311
 DL0311                          STATION DESCRIPTION
 DL0311
 DL0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0311'3.65 MI NW FROM CAMDEN.
 DL0311'ABOUT 3.65 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0311'THE STATION AT CAMDEN, 5 1/2 TELEPHONE POLES SOUTHEAST OF MILEPOST
 DL0311'456, IN SECTION 8, T 13 S, R 17 W, 55 FEET WEST OF THE WEST CORNER OF
 DL0311'TRESTLE 456.2, 50 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET
 DL0311'NORTHEAST OF THE CENTER LINE OF A DIM TRACK ROAD, 3 FEET SOUTHWEST OF
 DL0311'THE SOUTHWEST RIGHT OF WAY FENCE, 1.0 FOOT EAST OF A METAL WITNESS
 DL0311'POST, 6 FEET BELOW THE TRACKS, IN THE TOP OF A CONCRETE POST
 DL0311'PROJECTING 6 INCHES.
 DL0311
 DL0311                          STATION RECOVERY (1964)
 DL0311
 DL0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0411 ***********************************************************************
 DL0411  DESIGNATION -  H 196
 DL0411  PID         -  DL0411
 DL0411  STATE/COUNTY-  AR/OUACHITA
 DL0411  USGS QUAD   -  CHIDESTER (1973)
 DL0411
 DL0411                         *CURRENT SURVEY CONTROL
 DL0411  ___________________________________________________________________
 DL0411* NAD 83(1986)-  33 43 11.     (N)    093 02 03.     (W)     SCALED    
 DL0411* NAVD 88     -        61.870  (meters)     202.99   (feet)  ADJUSTED  
 DL0411  ___________________________________________________________________
 DL0411  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DL0411  DYNAMIC HT  -          61.807 (meters)     202.78  (feet)  COMP
 DL0411  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 DL0411
 DL0411  VERT ORDER  -  FIRST     CLASS II
 DL0411
 DL0411.The horizontal coordinates were scaled from a topographic map and have
 DL0411.an estimated accuracy of +/- 6 seconds.
 DL0411
 DL0411.The orthometric height was determined by differential leveling
 DL0411.and adjusted by the National Geodetic Survey in June 1991..
 DL0411
 DL0411.The geoid height was determined by GEOID03.
 DL0411
 DL0411.The dynamic height is computed by dividing the NAVD 88
 DL0411.geopotential number by the normal gravity value computed on the
 DL0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0411.degrees latitude (g = 980.6199 gals.).
 DL0411
 DL0411.The modeled gravity was interpolated from observed gravity values.
 DL0411
 DL0411;                    North         East    Units  Estimated Accuracy
 DL0411;SPC AR S     -   517,280.      304,150.      MT  (+/- 180 meters Scaled)
 DL0411
 DL0411                          SUPERSEDED SURVEY CONTROL
 DL0411
 DL0411  NGVD 29 (??/??/92)   61.886  (m)          203.04   (f) ADJ UNCH    1 2
 DL0411
 DL0411.Superseded values are not recommended for survey control.
 DL0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0411.See file dsdata.txt to determine how the superseded data were derived.
 DL0411
 DL0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT968310(NAD 83)
 DL0411_MARKER: DB = BENCH MARK DISK
 DL0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0411_STAMPING: H 196 1960
 DL0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0411
 DL0411  HISTORY     - Date     Condition        Report By
 DL0411  HISTORY     - 1960     MONUMENTED       CGS
 DL0411  HISTORY     - 1973     POOR             USGS
 DL0411
 DL0411                          STATION DESCRIPTION
 DL0411
 DL0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0411'1.5 MI NW FROM CHIDESTER.
 DL0411'ABOUT 1.5 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0411'POST OFFICE AT CHIDESTER, IN SECTION 3, T 12 S, R 19 W, AT THE
 DL0411'SOUTHEAST END OF A CURVE, 32 FEET WEST OF THE FIRST POLE SOUTHEAST OF
 DL0411'MILEPOLE 443.10, 15 1/2 FEET NORTHEAST OF THE CENTER OF THE NORTHEAST
 DL0411'RAIL, 14 FEET SOUTHEAST OF THE TOP AND CENTER OF THE NORTHEAST END OF
 DL0411'THE MOST SOUTHEAST ONE OF TWO 48-INCH CORRUGATED STEEL CULVERTS, ABOUT
 DL0411'1 1/2 FEET BELOW THE TRACKS, ON TOP OF A 3 1/2-INCH IRON PIPE
 DL0411'PROJECTING 1 FOOT.
 DL0411
 DL0411                          STATION RECOVERY (1973)
 DL0411
 DL0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DL0411'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0425 ***********************************************************************
 DL0425  DESIGNATION -  H 197
 DL0425  PID         -  DL0425
 DL0425  STATE/COUNTY-  AR/CLARK
 DL0425  USGS QUAD   -  GURDON (1970)
 DL0425
 DL0425                         *CURRENT SURVEY CONTROL
 DL0425  ___________________________________________________________________
 DL0425* NAD 83(1986)-  33 55 28.     (N)    093 09 40.     (W)     SCALED    
 DL0425* NAVD 88     -        66.371  (meters)     217.75   (feet)  ADJUSTED  
 DL0425  ___________________________________________________________________
 DL0425  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0425  DYNAMIC HT  -          66.304 (meters)     217.53  (feet)  COMP
 DL0425  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 DL0425
 DL0425  VERT ORDER  -  FIRST     CLASS II
 DL0425
 DL0425.This mark is at Gurdon Municipal Airport (5M8)
 DL0425
 DL0425.The horizontal coordinates were scaled from a topographic map and have
 DL0425.an estimated accuracy of +/- 6 seconds.
 DL0425
 DL0425.The orthometric height was determined by differential leveling
 DL0425.and adjusted by the National Geodetic Survey in June 1991..
 DL0425
 DL0425.The geoid height was determined by GEOID03.
 DL0425
 DL0425.The dynamic height is computed by dividing the NAVD 88
 DL0425.geopotential number by the normal gravity value computed on the
 DL0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0425.degrees latitude (g = 980.6199 gals.).
 DL0425
 DL0425.The modeled gravity was interpolated from observed gravity values.
 DL0425
 DL0425;                    North         East    Units  Estimated Accuracy
 DL0425;SPC AR S     -   540,110.      292,650.      MT  (+/- 180 meters Scaled)
 DL0425
 DL0425                          SUPERSEDED SURVEY CONTROL
 DL0425
 DL0425  NGVD 29 (??/??/92)   66.376  (m)          217.77   (f) ADJ UNCH    1 2
 DL0425
 DL0425.Superseded values are not recommended for survey control.
 DL0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0425.See file dsdata.txt to determine how the superseded data were derived.
 DL0425
 DL0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT851537(NAD 83)
 DL0425_MARKER: DB = BENCH MARK DISK
 DL0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0425_STAMPING: H 197 1960
 DL0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0425+STABILITY: SURFACE MOTION
 DL0425
 DL0425  HISTORY     - Date     Condition        Report By
 DL0425  HISTORY     - 1960     MONUMENTED       CGS
 DL0425  HISTORY     - 1964     GOOD             NGS
 DL0425  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 DL0425
 DL0425                          STATION DESCRIPTION
 DL0425
 DL0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0425'1.1 MI NW FROM GURDON.
 DL0425'TO REACH MARK FROM JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 53,
 DL0425'AT GURDON, GO NORTHEAST ON HIGHWAY FOR 0.4 MILE, TURN LEFT AND GO WEST
 DL0425'ON GRAVEL ROAD FOR 0.5 MILE TO CROSSROADS, THENCE SOUTH 0.1 MILE TO
 DL0425'OLD AIRPORT BUILDINGS AND MARK.
 DL0425
 DL0425                          STATION RECOVERY (1998)
 DL0425
 DL0425'RECOVERY NOTE BY US POWER SQUADRON 1998
 DL0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0215 ***********************************************************************
 DL0215  DESIGNATION -  H 198
 DL0215  PID         -  DL0215
 DL0215  STATE/COUNTY-  AR/UNION
 DL0215  USGS QUAD   -  SNOW HILL (1985)
 DL0215
 DL0215                         *CURRENT SURVEY CONTROL
 DL0215  ___________________________________________________________________
 DL0215* NAD 83(1986)-  33 22 31.     (N)    092 38 56.     (W)     SCALED    
 DL0215* NAVD 88     -        31.617  (meters)     103.73   (feet)  ADJUSTED  
 DL0215  ___________________________________________________________________
 DL0215  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0215  DYNAMIC HT  -          31.584 (meters)     103.62  (feet)  COMP
 DL0215  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 DL0215
 DL0215  VERT ORDER  -  FIRST     CLASS II
 DL0215
 DL0215.The horizontal coordinates were scaled from a topographic map and have
 DL0215.an estimated accuracy of +/- 6 seconds.
 DL0215
 DL0215.The orthometric height was determined by differential leveling
 DL0215.and adjusted by the National Geodetic Survey in June 1991..
 DL0215
 DL0215.The geoid height was determined by GEOID03.
 DL0215
 DL0215.The dynamic height is computed by dividing the NAVD 88
 DL0215.geopotential number by the normal gravity value computed on the
 DL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0215.degrees latitude (g = 980.6199 gals.).
 DL0215
 DL0215.The modeled gravity was interpolated from observed gravity values.
 DL0215
 DL0215;                    North         East    Units  Estimated Accuracy
 DL0215;SPC AR S     -   478,790.      339,620.      MT  (+/- 180 meters Scaled)
 DL0215
 DL0215                          SUPERSEDED SURVEY CONTROL
 DL0215
 DL0215  NGVD 29 (??/??/92)   31.651  (m)          103.84   (f) ADJ UNCH    1 2
 DL0215
 DL0215.Superseded values are not recommended for survey control.
 DL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0215.See file dsdata.txt to determine how the superseded data were derived.
 DL0215
 DL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS326929(NAD 83)
 DL0215_MARKER: DB = BENCH MARK DISK
 DL0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0215_SP_SET: FOUNDATION
 DL0215_STAMPING: H 198 1960
 DL0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0215
 DL0215  HISTORY     - Date     Condition        Report By
 DL0215  HISTORY     - 1960     MONUMENTED       CGS
 DL0215  HISTORY     - 1961     GOOD             USGS
 DL0215  HISTORY     - 1964     GOOD             NGS
 DL0215
 DL0215                          STATION DESCRIPTION
 DL0215
 DL0215'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 DL0215'5.75 MI E FROM SMACKOVER.
 DL0215'SMACKOVER, 0.75 MILE NORTH AND 5.0 MILES EAST OF.  AT JOYCE CITY.  IN
 DL0215'NW 1/4 SEC 34, T155, R15W.  81 FT EAST OF SE CORNER JOYCE CITY STORE.
 DL0215'54 FT WEST OF SW LEG OF OPERATING OIL DERRICK.  102 FT SOUTH OF C/L
 DL0215'GRAVEL RD.  122 FT SSE OF RD FORK.  28 FT EAST OF C/L DRIVEWAY.  IN
 DL0215'TOP OF EAST END CONCRETE PUMP FOOTING OF ABONDONED OIL DERRICK.  3 FT
 DL0215'ABOVE GROUND.  STD C AND GS TABLET, STAMPED H 198 1960.
 DL0215
 DL0215                          STATION RECOVERY (1964)
 DL0215
 DL0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0836 ***********************************************************************
 DL0836  DESIGNATION -  H 199
 DL0836  PID         -  DL0836
 DL0836  STATE/COUNTY-  AR/LAFAYETTE
 DL0836  USGS QUAD   -  BRADLEY (1978)
 DL0836
 DL0836                         *CURRENT SURVEY CONTROL
 DL0836  ___________________________________________________________________
 DL0836* NAD 83(1986)-  33 06 19.     (N)    093 40 00.     (W)     SCALED    
 DL0836* NAVD 88     -        78.166  (meters)     256.45   (feet)  ADJUSTED  
 DL0836  ___________________________________________________________________
 DL0836  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL0836  DYNAMIC HT  -          78.081 (meters)     256.17  (feet)  COMP
 DL0836  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 DL0836
 DL0836  VERT ORDER  -  FIRST     CLASS II
 DL0836
 DL0836.The horizontal coordinates were scaled from a topographic map and have
 DL0836.an estimated accuracy of +/- 6 seconds.
 DL0836
 DL0836.The orthometric height was determined by differential leveling
 DL0836.and adjusted by the National Geodetic Survey in June 1991..
 DL0836
 DL0836.The geoid height was determined by GEOID03.
 DL0836
 DL0836.The dynamic height is computed by dividing the NAVD 88
 DL0836.geopotential number by the normal gravity value computed on the
 DL0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0836.degrees latitude (g = 980.6199 gals.).
 DL0836
 DL0836.The modeled gravity was interpolated from observed gravity values.
 DL0836
 DL0836;                    North         East    Units  Estimated Accuracy
 DL0836;SPC AR S     -   449,920.      244,430.      MT  (+/- 180 meters Scaled)
 DL0836
 DL0836                          SUPERSEDED SURVEY CONTROL
 DL0836
 DL0836  NGVD 29 (??/??/92)   78.225  (m)          256.64   (f) ADJ UNCH    1 2
 DL0836
 DL0836.Superseded values are not recommended for survey control.
 DL0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0836.See file dsdata.txt to determine how the superseded data were derived.
 DL0836
 DL0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS377631(NAD 83)
 DL0836_MARKER: DB = BENCH MARK DISK
 DL0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0836_STAMPING: H 1996 1960
 DL0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0836+STABILITY: SURFACE MOTION
 DL0836
 DL0836  HISTORY     - Date     Condition        Report By
 DL0836  HISTORY     - 1960     MONUMENTED       CGS
 DL0836  HISTORY     - 1963     GOOD             NGS
 DL0836
 DL0836                          STATION DESCRIPTION
 DL0836
 DL0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0836'0.9 MI NW FROM BRADLEY.
 DL0836'ABOUT 0.9 MILES NORTHWEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0836'SOUTHWESTERN RAILWAY STATION AT BRADLEY, 48 FEET NORTHEAST OF THE
 DL0836'CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF THE CENTER LINE OF
 DL0836'PRIVATE ENTRANCE TO A FIELD, 10 FEET SOUTHEAST OF A 12-INCH OAK TREE,
 DL0836'1.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 DL0836'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, 1 1/2
 DL0836'FEET SOUTHWEST OF A FENCE.  NOTE-- TREE MARK, COPPER NAIL AND WASHER,
 DL0836'49 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTHEAST
 DL0836'OF THE CENTER LINE OF PRIVATE ENTRANCE TO A FIELD, 11 FEET NORTHWEST
 DL0836'OF H 199, AND IN THE NORTH ROOT OF A 12-INCH OAK TREE.
 DL0836
 DL0836                          STATION RECOVERY (1963)
 DL0836
 DL0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0483 ***********************************************************************
 GE0483  DESIGNATION -  H 2
 GE0483  PID         -  GE0483
 GE0483  STATE/COUNTY-  AR/LAWRENCE
 GE0483  USGS QUAD   -  NOLAND (1974)
 GE0483
 GE0483                         *CURRENT SURVEY CONTROL
 GE0483  ___________________________________________________________________
 GE0483* NAD 83(1986)-  36 08 56.     (N)    091 06 14.     (W)     SCALED    
 GE0483* NAVD 88     -        82.692  (meters)     271.30   (feet)  ADJUSTED  
 GE0483  ___________________________________________________________________
 GE0483  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0483  DYNAMIC HT  -          82.624 (meters)     271.08  (feet)  COMP
 GE0483  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 GE0483
 GE0483  VERT ORDER  -  FIRST     CLASS II
 GE0483
 GE0483.The horizontal coordinates were scaled from a topographic map and have
 GE0483.an estimated accuracy of +/- 6 seconds.
 GE0483
 GE0483.The orthometric height was determined by differential leveling
 GE0483.and adjusted by the National Geodetic Survey in June 1991..
 GE0483
 GE0483.The geoid height was determined by GEOID03.
 GE0483
 GE0483.The dynamic height is computed by dividing the NAVD 88
 GE0483.geopotential number by the normal gravity value computed on the
 GE0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0483.degrees latitude (g = 980.6199 gals.).
 GE0483
 GE0483.The modeled gravity was interpolated from observed gravity values.
 GE0483
 GE0483;                    North         East    Units  Estimated Accuracy
 GE0483;SPC AR N     -   201,790.      480,640.      MT  (+/- 180 meters Scaled)
 GE0483
 GE0483                          SUPERSEDED SURVEY CONTROL
 GE0483
 GE0483  NGVD 29 (??/??/92)   82.599  (m)          270.99   (f) ADJ UNCH    1 2
 GE0483
 GE0483.Superseded values are not recommended for survey control.
 GE0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0483.See file dsdata.txt to determine how the superseded data were derived.
 GE0483
 GE0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA705021(NAD 83)
 GE0483_MARKER: DB = BENCH MARK DISK
 GE0483_SETTING: 66 = SET IN ROCK OUTCROP
 GE0483_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE0483_STAMPING: H 2 1928 270.994
 GE0483_MARK LOGO: CGS   
 GE0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0483+STABILITY: POSITION/ELEVATION WELL
 GE0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0483+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 GE0483
 GE0483  HISTORY     - Date     Condition        Report By
 GE0483  HISTORY     - 1928     MONUMENTED       CGS
 GE0483  HISTORY     - 1944     GOOD             NGS
 GE0483  HISTORY     - 19920319 GOOD             NGS
 GE0483
 GE0483                          STATION DESCRIPTION
 GE0483
 GE0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0483'3.5 MI NW FROM BLACK ROCK.
 GE0483'3.5 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0483'FROM THE STATION AT BLACK ROCK, BETWEEN POLES 386/15 AND 386/16,
 GE0483'92.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF SEMAPHORE 3864,
 GE0483'AT A ROAD CROSSING, 44 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GE0483'14 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN A ROCK LEDGE
 GE0483'ABOUT 2 FEET ABOVE THE TOP OF THE RAIL.
 GE0483
 GE0483                          STATION RECOVERY (1944)
 GE0483
 GE0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0483'RECOVERED IN GOOD CONDITION.
 GE0483
 GE0483                          STATION RECOVERY (1992)
 GE0483
 GE0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0483'2.9 KM (1.80 MI) NORTHERLY ALONG STATE HIGHWAY 361 FROM THE JUNCTION
 GE0483'OF STATE HIGHWAY 117 IN BLACK ROCK, THENCE 1.5 KM (0.95 MI) NORTHERLY
 GE0483'ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY ALONG A
 GE0483'TRACK ROAD, IN THE NORTH END OF A 2 BY 5-FOOT EXPOSED AREA OF BEDROCK
 GE0483'IN A HIGHWAY CUT, 13.7 M (44.9 FT) NORTHWEST OF THE ROAD CENTER, 3.5
 GE0483'M (11.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 GE0483'RAILROAD, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M
 GE0483'(1.0 FT) ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0121 ***********************************************************************
 FH0121  DESIGNATION -  H 20
 FH0121  PID         -  FH0121
 FH0121  STATE/COUNTY-  AR/SEBASTIAN
 FH0121  USGS QUAD   -  GREENWOOD (1987)
 FH0121
 FH0121                         *CURRENT SURVEY CONTROL
 FH0121  ___________________________________________________________________
 FH0121* NAD 83(1986)-  35 14 30.     (N)    094 16 18.     (W)     SCALED    
 FH0121* NAVD 88     -       178.242  (meters)     584.78   (feet)  ADJUSTED  
 FH0121  ___________________________________________________________________
 FH0121  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FH0121  DYNAMIC HT  -         178.071 (meters)     584.22  (feet)  COMP
 FH0121  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 FH0121
 FH0121  VERT ORDER  -  FIRST     CLASS II
 FH0121
 FH0121.The horizontal coordinates were scaled from a topographic map and have
 FH0121.an estimated accuracy of +/- 6 seconds.
 FH0121
 FH0121.The orthometric height was determined by differential leveling
 FH0121.and adjusted by the National Geodetic Survey in June 1991..
 FH0121
 FH0121.The geoid height was determined by GEOID03.
 FH0121
 FH0121.The dynamic height is computed by dividing the NAVD 88
 FH0121.geopotential number by the normal gravity value computed on the
 FH0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0121.degrees latitude (g = 980.6199 gals.).
 FH0121
 FH0121.The modeled gravity was interpolated from observed gravity values.
 FH0121
 FH0121;                    North         East    Units  Estimated Accuracy
 FH0121;SPC AR N     -   103,160.      193,260.      MT  (+/- 180 meters Scaled)
 FH0121
 FH0121                          SUPERSEDED SURVEY CONTROL
 FH0121
 FH0121  NGVD 29 (??/??/92)  178.152  (m)          584.49   (f) ADJ UNCH    1 2
 FH0121
 FH0121.Superseded values are not recommended for survey control.
 FH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0121.See file dsdata.txt to determine how the superseded data were derived.
 FH0121
 FH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV842005(NAD 83)
 FH0121_MARKER: DB = BENCH MARK DISK
 FH0121_SETTING: 66 = SET IN ROCK OUTCROP
 FH0121_SP_SET: BEDROCK
 FH0121_MARK LOGO: CGS   
 FH0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0121+STABILITY: POSITION/ELEVATION WELL
 FH0121
 FH0121  HISTORY     - Date     Condition        Report By
 FH0121  HISTORY     - UNK      MONUMENTED       CGS
 FH0121  HISTORY     - 1931     GOOD             NGS
 FH0121  HISTORY     - 1959     GOOD             NGS
 FH0121  HISTORY     - 1985     GOOD             NGS
 FH0121  HISTORY     - 1987     GOOD             USPSQD
 FH0121  HISTORY     - 1988     GOOD             USPSQD
 FH0121  HISTORY     - 1989     GOOD             USPSQD
 FH0121  HISTORY     - 1990     GOOD             USPSQD
 FH0121
 FH0121                          STATION DESCRIPTION
 FH0121
 FH0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FH0121'3.9 MI S FROM JENNY LIND.
 FH0121'3.9 MILES SOUTH OF JENNY LIND.  THE MARK IS LOCATED ON THE M.P.
 FH0121'RR. 3.9 MILES SOUTH OF THE TOWN OF JENNY LIND AND ON THE EAST
 FH0121'SIDE OF THE TRACKS.  THE MARK IS SET VERTICALLY IN BED ROCK IN
 FH0121'RAILROAD CUT, 19 FT. EAST OF THE EAST RAIL, 5.6 FT. ABOVE THE
 FH0121'LEVEL OF THE RAILS.
 FH0121
 FH0121                          STATION RECOVERY (1959)
 FH0121
 FH0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0121'RECOVERED IN GOOD CONDITION.
 FH0121
 FH0121                          STATION RECOVERY (1985)
 FH0121
 FH0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0121'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  3.9 KM
 FH0121'2.45 MI) NORTH ALONG MAIN STREET (COUNTY ROAD 8) FROM THE JUNCTION OF
 FH0121'HIGHWAYS 96 AND 10 TO A RIDGE, SOUTHWEST DOWN A SLOPE TO AN ABANDONED
 FH0121'RAILROAD BED, MARK IS 45.7 METERS (150.0 FT) NORTHWEST, SET VERTICALLY
 FH0121'IN THE FACE OF A ROCK CUT, 7.92 METERS (26.0 FT) NORTHEAST OF THE
 FH0121'CENTER OF THE ABANDONED RAILROAD BED, AND 1.71 METERS (5.6 FT) ABOVE
 FH0121'THE RAILROAD BED.
 FH0121'THE MARK IS 1.71 M ABOVE RAILROAD BED.
 FH0121
 FH0121                          STATION RECOVERY (1987)
 FH0121
 FH0121'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0121'RECOVERED IN GOOD CONDITION.
 FH0121
 FH0121                          STATION RECOVERY (1988)
 FH0121
 FH0121'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0121'RECOVERED IN GOOD CONDITION.
 FH0121
 FH0121                          STATION RECOVERY (1989)
 FH0121
 FH0121'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0121'RECOVERED IN GOOD CONDITION.
 FH0121
 FH0121                          STATION RECOVERY (1990)
 FH0121
 FH0121'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0144 ***********************************************************************
 DL0144  DESIGNATION -  H 20 1 BOLT
 DL0144  PID         -  DL0144
 DL0144  STATE/COUNTY-  AR/UNION
 DL0144  USGS QUAD   -  HUTTIG (1981)
 DL0144
 DL0144                         *CURRENT SURVEY CONTROL
 DL0144  ___________________________________________________________________
 DL0144* NAD 83(1986)-  33 03 37.     (N)    092 09 36.     (W)     SCALED    
 DL0144* NAVD 88     -        24.59   (+/-2cm)      80.7    (feet)  VERTCON   
 DL0144  ___________________________________________________________________
 DL0144  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0144
 DL0144  VERT ORDER  -  ? (See Below)
 DL0144
 DL0144.The horizontal coordinates were scaled from a topographic map and have
 DL0144.an estimated accuracy of +/- 6 seconds.
 DL0144
 DL0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0144.The vertical order pertains to the NGVD 29 superseded value.
 DL0144
 DL0144.The geoid height was determined by GEOID03.
 DL0144
 DL0144;                    North         East    Units  Estimated Accuracy
 DL0144;SPC AR S     -   443,670.      385,060.      MT  (+/- 180 meters Scaled)
 DL0144
 DL0144                          SUPERSEDED SURVEY CONTROL
 DL0144
 DL0144  NGVD 29 (??/??/92)   24.647  (m)           80.86   (f) ADJ UNCH    ?  
 DL0144
 DL0144.Superseded values are not recommended for survey control.
 DL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0144.See file dsdata.txt to determine how the superseded data were derived.
 DL0144
 DL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS784582(NAD 83)
 DL0144_MARKER: B = BOLT
 DL0144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0144_STAMPING: B.M.H. 20.1. 1930 84
 DL0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0144
 DL0144  HISTORY     - Date     Condition        Report By
 DL0144  HISTORY     - 1930     MONUMENTED       USE
 DL0144  HISTORY     - 1960     GOOD             NGS
 DL0144  HISTORY     - 1964     GOOD             NGS
 DL0144
 DL0144                          STATION DESCRIPTION
 DL0144
 DL0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0144'IN FELSENTHAL.
 DL0144'AT FELSENTHAL, IN SECTION 17, T 19 S, R 10 W, 186 FEET SOUTHEAST OF
 DL0144'THE SOUTHEAST CORNER OF THE POST OFFICE, IN THE WEST PORTION OF THE
 DL0144'YARD AT THE BURNA TOWNS RESIDENCE, 71 FEET SOUTHWEST OF THE SOUTHWEST
 DL0144'CORNER OF THE HOUSE, 142 FEET NORTH OF THE NORTH RAIL OF THE MISSOURI
 DL0144'PACIFIC RAILROAD, 103 FEET NORTH OF MILEPOST 525, 115 SOUTHEAST OF A
 DL0144'48-INCH OAK TREE, 48 1/2 FEET WEST OF A 25-INCH OAK TREE, 18.3 FEET
 DL0144'NORTHEAST OF A FENCE CORNER, 10 FEET EAST OF A FENCE, ABOUT 3 FEET
 DL0144'BELOW THE LEVEL OF THE TRACK, A CAP ON THE TOP OF A 3-INCH IRON PIPE
 DL0144'PROJECTING 1.0 FOOT.  NOTE-- NOT LEVELED OVER BY THIS PARTY IN 1960.
 DL0144
 DL0144                          STATION RECOVERY (1964)
 DL0144
 DL0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0145 ***********************************************************************
 DL0145  DESIGNATION -  H 20 2 BOLT
 DL0145  PID         -  DL0145
 DL0145  STATE/COUNTY-  AR/UNION
 DL0145  USGS QUAD   -  HUTTIG (1981)
 DL0145
 DL0145                         *CURRENT SURVEY CONTROL
 DL0145  ___________________________________________________________________
 DL0145* NAD 83(1986)-  33 03 38.     (N)    092 09 29.     (W)     SCALED    
 DL0145* NAVD 88     -        25.26   (+/-2cm)      82.9    (feet)  VERTCON   
 DL0145  ___________________________________________________________________
 DL0145  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0145
 DL0145  VERT ORDER  -  ? (See Below)
 DL0145
 DL0145.The horizontal coordinates were scaled from a topographic map and have
 DL0145.an estimated accuracy of +/- 6 seconds.
 DL0145
 DL0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0145.The vertical order pertains to the NGVD 29 superseded value.
 DL0145
 DL0145.The geoid height was determined by GEOID03.
 DL0145
 DL0145;                    North         East    Units  Estimated Accuracy
 DL0145;SPC AR S     -   443,700.      385,240.      MT  (+/- 180 meters Scaled)
 DL0145
 DL0145                          SUPERSEDED SURVEY CONTROL
 DL0145
 DL0145  NGVD 29 (??/??/92)   25.316  (m)           83.06   (f) ADJ UNCH    ?  
 DL0145
 DL0145.Superseded values are not recommended for survey control.
 DL0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0145.See file dsdata.txt to determine how the superseded data were derived.
 DL0145
 DL0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS785583(NAD 83)
 DL0145_MARKER: B = BOLT
 DL0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0145_STAMPING: H 20 2 1930
 DL0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0145
 DL0145  HISTORY     - Date     Condition        Report By
 DL0145  HISTORY     - 1930     MONUMENTED       USE
 DL0145  HISTORY     - 1934     GOOD             NGS
 DL0145
 DL0145                          STATION DESCRIPTION
 DL0145
 DL0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0145'IN FELSENTHALL.
 DL0145'AT FELSENTHAL, 324 YARDS EAST OF THE MISSOURI PACIFIC RAILROAD
 DL0145'STATION, 145.2 FT. NORTHWEST OF MILEAGE POLE 525.5, 340.7 FEET
 DL0145'NORTHWEST OF A 24-INCH PIN OAK TREE, 192.5 FEET NORTHEAST OF A SWITCH
 DL0145'STAND, 68 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 40 FEET WEST
 DL0145'OF A POINT ONE FOOT SOUTH OF A FENCE.  A COPPER BOLT, SET IN THE TOP
 DL0145'OF A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DL0145'IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND AND BEARING A CORPS
 DL0145'OF ENGINEERS, USA., STANDARD CAP, STAMPED H 20 2 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0148 ***********************************************************************
 DL0148  DESIGNATION -  H 20 3 BOLT
 DL0148  PID         -  DL0148
 DL0148  STATE/COUNTY-  AR/UNION
 DL0148  USGS QUAD   -  HUTTIG (1981)
 DL0148
 DL0148                         *CURRENT SURVEY CONTROL
 DL0148  ___________________________________________________________________
 DL0148* NAD 83(1986)-  33 03 29.     (N)    092 07 46.     (W)     SCALED    
 DL0148* NAVD 88     -        19.74   (+/-2cm)      64.8    (feet)  VERTCON   
 DL0148  ___________________________________________________________________
 DL0148  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL0148
 DL0148  VERT ORDER  -  ? (See Below)
 DL0148
 DL0148.The horizontal coordinates were scaled from a topographic map and have
 DL0148.an estimated accuracy of +/- 6 seconds.
 DL0148
 DL0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0148.The vertical order pertains to the NGVD 29 superseded value.
 DL0148
 DL0148.The geoid height was determined by GEOID03.
 DL0148
 DL0148;                    North         East    Units  Estimated Accuracy
 DL0148;SPC AR S     -   443,420.      387,910.      MT  (+/- 180 meters Scaled)
 DL0148
 DL0148                          SUPERSEDED SURVEY CONTROL
 DL0148
 DL0148  NGVD 29 (??/??/92)   19.799  (m)           64.96   (f) ADJ UNCH    ?  
 DL0148
 DL0148.Superseded values are not recommended for survey control.
 DL0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0148.See file dsdata.txt to determine how the superseded data were derived.
 DL0148
 DL0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS812580(NAD 83)
 DL0148_MARKER: B = BOLT
 DL0148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0148_STAMPING: H 20 3 1930
 DL0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0148
 DL0148  HISTORY     - Date     Condition        Report By
 DL0148  HISTORY     - 1930     MONUMENTED       USE
 DL0148  HISTORY     - 1934     GOOD             NGS
 DL0148
 DL0148                          STATION DESCRIPTION
 DL0148
 DL0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0148'1.5 MI E FROM FELSENTHAL.
 DL0148'1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM FELSENTHAL, AT
 DL0148'GRAND MARAIS LAKE, 43 FEET SOUTH OF THE CENTERLINE OF THE TRACK AT THE
 DL0148'WEST END OF BRIDGE 193-A, 46 FEET SOUTHWEST OF THE FOURTH ROW OF
 DL0148'PILING FROM THE WEST END OF THE BRIDGE, 57.3 FEET NORTHEAST OF A
 DL0148'12-INCH WILLOW TREE, 50.5 FEET NORTHEAST OF AN 8 INCH WILLOW TREE, 40
 DL0148'FEET WEST OF THE EDGE OF THE LAKE, AND 35.1 FEET SOUTH OF THE
 DL0148'CENTERLINE OF THE TRACK.  A COPPER BOLT, SET IN THE TOP OF A STONE
 DL0148'ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DL0148'PROJECTING ABOUT 3 INCHES ABOVE GROUND AND BEARING A CORPS OF
 DL0148'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED H 20 3 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0149 ***********************************************************************
 DL0149  DESIGNATION -  H 20 4 BOLT
 DL0149  PID         -  DL0149
 DL0149  STATE/COUNTY-  AR/ASHLEY
 DL0149  USGS QUAD   -  FELSENTHAL DAM (1981)
 DL0149
 DL0149                         *CURRENT SURVEY CONTROL
 DL0149  ___________________________________________________________________
 DL0149* NAD 83(1986)-  33 02 30.     (N)    092 01 59.     (W)     SCALED    
 DL0149* NAVD 88     -        26.05   (+/-2cm)      85.5    (feet)  VERTCON   
 DL0149  ___________________________________________________________________
 DL0149  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DL0149
 DL0149  VERT ORDER  -  ? (See Below)
 DL0149
 DL0149.The horizontal coordinates were scaled from a topographic map and have
 DL0149.an estimated accuracy of +/- 6 seconds.
 DL0149
 DL0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0149.The vertical order pertains to the NGVD 29 superseded value.
 DL0149
 DL0149.The geoid height was determined by GEOID03.
 DL0149
 DL0149;                    North         East    Units  Estimated Accuracy
 DL0149;SPC AR S     -   441,590.      396,910.      MT  (+/- 180 meters Scaled)
 DL0149
 DL0149                          SUPERSEDED SURVEY CONTROL
 DL0149
 DL0149  NGVD 29 (??/??/92)   26.120  (m)           85.70   (f) ADJ UNCH    ?  
 DL0149
 DL0149.Superseded values are not recommended for survey control.
 DL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0149.See file dsdata.txt to determine how the superseded data were derived.
 DL0149
 DL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS902563(NAD 83)
 DL0149_MARKER: B = BOLT
 DL0149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0149_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0149
 DL0149  HISTORY     - Date     Condition        Report By
 DL0149  HISTORY     - UNK      MONUMENTED       USE
 DL0149  HISTORY     - 1934     GOOD             NGS
 DL0149
 DL0149                          STATION DESCRIPTION
 DL0149
 DL0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0149'8 MI SE FROM WHITE.
 DL0149'IN ASHLEY COUNTY, 8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC
 DL0149'RAILROAD FROM FELSENTHAL, UNION COUNTY, 2-1/2 MILES NORTHWEST OF
 DL0149'WHITE, ABOUT 0.2 MILE NORTHWEST OF THE FLAG STOP AT VENICE, 58.4 FEET
 DL0149'EAST OF MILEAGE POLE 533.15, 106.7 FEET SOUTHEAST OF A 24-INCH PINE
 DL0149'TREE, 58.2 FEET NORTHEAST OF THE CENTERLINE OFTHE TRACK, AND 56.4 FEET
 DL0149'SOUTHWEST OF AN 8-INCH SWEET GUM TREE.  A COPPER BOLT, SET IN THE TOP
 DL0149'OF A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DL0149'IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND AND BEARING A CORPS
 DL0149'OF ENGINEERS, USA, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0151 ***********************************************************************
 DL0151  DESIGNATION -  H 20 5 BOLT
 DL0151  PID         -  DL0151
 DL0151  STATE/COUNTY-  AR/ASHLEY
 DL0151  USGS QUAD   -  FELSENTHAL DAM (1981)
 DL0151
 DL0151                         *CURRENT SURVEY CONTROL
 DL0151  ___________________________________________________________________
 DL0151* NAD 83(1986)-  33 02 23.     (N)    092 01 52.     (W)     SCALED    
 DL0151* NAVD 88     -        26.48   (+/-2cm)      86.9    (feet)  VERTCON   
 DL0151  ___________________________________________________________________
 DL0151  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DL0151
 DL0151  VERT ORDER  -  ? (See Below)
 DL0151
 DL0151.The horizontal coordinates were scaled from a topographic map and have
 DL0151.an estimated accuracy of +/- 6 seconds.
 DL0151
 DL0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0151.The vertical order pertains to the NGVD 29 superseded value.
 DL0151
 DL0151.The geoid height was determined by GEOID03.
 DL0151
 DL0151;                    North         East    Units  Estimated Accuracy
 DL0151;SPC AR S     -   441,380.      397,090.      MT  (+/- 180 meters Scaled)
 DL0151
 DL0151                          SUPERSEDED SURVEY CONTROL
 DL0151
 DL0151  NGVD 29 (??/??/92)   26.556  (m)           87.13   (f) ADJ UNCH    ?  
 DL0151
 DL0151.Superseded values are not recommended for survey control.
 DL0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0151.See file dsdata.txt to determine how the superseded data were derived.
 DL0151
 DL0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS904561(NAD 83)
 DL0151_MARKER: B = BOLT
 DL0151_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0151_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0151
 DL0151  HISTORY     - Date     Condition        Report By
 DL0151  HISTORY     - UNK      MONUMENTED       USE
 DL0151  HISTORY     - 1934     GOOD             NGS
 DL0151
 DL0151                          STATION DESCRIPTION
 DL0151
 DL0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0151'2.3 MI NW FROM WHITE.
 DL0151'2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM WHITE, AT
 DL0151'THE FLAG STOP AT VENICE, 203.5 FEET SOUTHEAST OF MILEAGE POLE 533.20,
 DL0151'174 FEET SOUTHEAST OF A ROAD CROSSING, 173.8 FEET SOUTHWEST OF AN
 DL0151'8-INCH PINE TREE, AND 64 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DL0151'TRACK.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 DL0151'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 DL0151'ABOUT 8 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS,
 DL0151'U.S.ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0141 ***********************************************************************
 DL0141  DESIGNATION -  H 20 6 BOLT
 DL0141  PID         -  DL0141
 DL0141  STATE/COUNTY-  AR/UNION
 DL0141  USGS QUAD   -  HUTTIG (1981)
 DL0141
 DL0141                         *CURRENT SURVEY CONTROL
 DL0141  ___________________________________________________________________
 DL0141* NAD 83(1986)-  33 01 56.     (N)    092 10 47.     (W)     SCALED    
 DL0141* NAVD 88     -        31.67   (+/-2cm)     103.9    (feet)  VERTCON   
 DL0141  ___________________________________________________________________
 DL0141  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0141
 DL0141  VERT ORDER  -  ? (See Below)
 DL0141
 DL0141.The horizontal coordinates were scaled from a topographic map and have
 DL0141.an estimated accuracy of +/- 6 seconds.
 DL0141
 DL0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0141.The vertical order pertains to the NGVD 29 superseded value.
 DL0141
 DL0141.The geoid height was determined by GEOID03.
 DL0141
 DL0141;                    North         East    Units  Estimated Accuracy
 DL0141;SPC AR S     -   440,560.      383,210.      MT  (+/- 180 meters Scaled)
 DL0141
 DL0141                          SUPERSEDED SURVEY CONTROL
 DL0141
 DL0141  NGVD 29 (??/??/92)   31.737  (m)          104.12   (f) ADJ UNCH    ?  
 DL0141
 DL0141.Superseded values are not recommended for survey control.
 DL0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0141.See file dsdata.txt to determine how the superseded data were derived.
 DL0141
 DL0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS766551(NAD 83)
 DL0141_MARKER: B = BOLT
 DL0141_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0141_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0141
 DL0141  HISTORY     - Date     Condition        Report By
 DL0141  HISTORY     - UNK      MONUMENTED       USE
 DL0141  HISTORY     - 1934     GOOD             NGS
 DL0141  HISTORY     - 1962     POOR             USGS
 DL0141
 DL0141                          STATION DESCRIPTION
 DL0141
 DL0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0141'IN HUTTIG.
 DL0141'AT HUTTIG, 1000 FEET SOUTH OF THE MISSOURI PACIFIC RAILROAD STATION,
 DL0141'178 FEET SOUTHEAST OF THE FIRST RAILROAD CROSSING SOUTH OF THE
 DL0141'STATION, 167.3 FEET EAST OF THE CENTERLINE OF THE TRACK, ON A SMALL
 DL0141'MOUND IN SCATTERED TIMBER, 50.7 FEET NORTHWEST OF A 36 INCH WHITE OAK
 DL0141'TREE, 44.2 FEET EAST OF A 16-INCH PINE TREE, AND 25.5 FEET SOUTHWEST
 DL0141'OF A 10-INCH PINE TREE.  A COPPER BOLT, SET IN THE TOP OF A STONE
 DL0141'ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DL0141'PROJECTING 5 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS,
 DL0141'U.S.A. STANDARD CAP.
 DL0141
 DL0141                          STATION RECOVERY (1962)
 DL0141
 DL0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DL0141'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0118 ***********************************************************************
 DL0118  DESIGNATION -  H 200
 DL0118  PID         -  DL0118
 DL0118  STATE/COUNTY-  AR/UNION
 DL0118  USGS QUAD   -  NEW UNION (1981)
 DL0118
 DL0118                         *CURRENT SURVEY CONTROL
 DL0118  ___________________________________________________________________
 DL0118* NAD 83(1986)-  33 08 43.     (N)    092 13 37.     (W)     SCALED    
 DL0118* NAVD 88     -        28.679  (meters)      94.09   (feet)  ADJUSTED  
 DL0118  ___________________________________________________________________
 DL0118  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DL0118  DYNAMIC HT  -          28.648 (meters)      93.99  (feet)  COMP
 DL0118  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DL0118
 DL0118  VERT ORDER  -  FIRST     CLASS II
 DL0118
 DL0118.The horizontal coordinates were scaled from a topographic map and have
 DL0118.an estimated accuracy of +/- 6 seconds.
 DL0118
 DL0118.The orthometric height was determined by differential leveling
 DL0118.and adjusted by the National Geodetic Survey in June 1991..
 DL0118
 DL0118.The geoid height was determined by GEOID03.
 DL0118
 DL0118.The dynamic height is computed by dividing the NAVD 88
 DL0118.geopotential number by the normal gravity value computed on the
 DL0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0118.degrees latitude (g = 980.6199 gals.).
 DL0118
 DL0118.The modeled gravity was interpolated from observed gravity values.
 DL0118
 DL0118;                    North         East    Units  Estimated Accuracy
 DL0118;SPC AR S     -   453,110.      378,830.      MT  (+/- 180 meters Scaled)
 DL0118
 DL0118                          SUPERSEDED SURVEY CONTROL
 DL0118
 DL0118  NGVD 29 (??/??/92)   28.735  (m)           94.27   (f) ADJ UNCH    1 2
 DL0118
 DL0118.Superseded values are not recommended for survey control.
 DL0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0118.See file dsdata.txt to determine how the superseded data were derived.
 DL0118
 DL0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS720676(NAD 83)
 DL0118_MARKER: DB = BENCH MARK DISK
 DL0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0118_STAMPING: H 200 1960
 DL0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0118+STABILITY: SURFACE MOTION
 DL0118
 DL0118  HISTORY     - Date     Condition        Report By
 DL0118  HISTORY     - 1960     MONUMENTED       CGS
 DL0118  HISTORY     - 1964     GOOD             NGS
 DL0118  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0118
 DL0118                          STATION DESCRIPTION
 DL0118
 DL0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0118'8.3 MI NW FROM FELSENTHAL.
 DL0118'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0118'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD TO THE
 DL0118'INTERSECTION OF U. S. HIGHWAY 82, THENCE 0.9 MILES NORTHWEST ALONG A
 DL0118'GRADED DIRT ROAD, IN SECTION 15, T 18 S, R 11 W, 91 FEET SOUTHWEST OF
 DL0118'THE CENTER LINE OF THE ROAD, 140 YARDS SOUTHEAST OF THE SOUTHEAST END
 DL0118'OF A WOODEN BRIDGE, 12 FEET SOUTHEAST OF THE CENTER LINE OF A FAINT
 DL0118'WOODS ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DL0118'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DL0118'PROJECTING 6 INCHES.
 DL0118
 DL0118                          STATION RECOVERY (1964)
 DL0118
 DL0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0118'RECOVERED IN GOOD CONDITION.
 DL0118
 DL0118                          STATION RECOVERY (2004)
 DL0118
 DL0118'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0255 ***********************************************************************
 DL0255  DESIGNATION -  H 201
 DL0255  PID         -  DL0255
 DL0255  STATE/COUNTY-  AR/UNION
 DL0255  USGS QUAD   -  EL DORADO EAST (1981)
 DL0255
 DL0255                         *CURRENT SURVEY CONTROL
 DL0255  ___________________________________________________________________
 DL0255* NAD 83(1986)-  33 14 06.     (N)    092 31 22.     (W)     SCALED    
 DL0255* NAVD 88     -        51.688  (meters)     169.58   (feet)  ADJUSTED  
 DL0255  ___________________________________________________________________
 DL0255  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0255  DYNAMIC HT  -          51.633 (meters)     169.40  (feet)  COMP
 DL0255  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DL0255
 DL0255  VERT ORDER  -  FIRST     CLASS II
 DL0255
 DL0255.The horizontal coordinates were scaled from a topographic map and have
 DL0255.an estimated accuracy of +/- 6 seconds.
 DL0255
 DL0255.The orthometric height was determined by differential leveling
 DL0255.and adjusted by the National Geodetic Survey in June 1991..
 DL0255
 DL0255.The geoid height was determined by GEOID03.
 DL0255
 DL0255.The dynamic height is computed by dividing the NAVD 88
 DL0255.geopotential number by the normal gravity value computed on the
 DL0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0255.degrees latitude (g = 980.6199 gals.).
 DL0255
 DL0255.The modeled gravity was interpolated from observed gravity values.
 DL0255
 DL0255;                    North         East    Units  Estimated Accuracy
 DL0255;SPC AR S     -   463,160.      351,270.      MT  (+/- 180 meters Scaled)
 DL0255
 DL0255                          SUPERSEDED SURVEY CONTROL
 DL0255
 DL0255  NGVD 29 (??/??/92)   51.730  (m)          169.72   (f) ADJ UNCH    1 2
 DL0255
 DL0255.Superseded values are not recommended for survey control.
 DL0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0255.See file dsdata.txt to determine how the superseded data were derived.
 DL0255
 DL0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS444774(NAD 83)
 DL0255_MARKER: DB = BENCH MARK DISK
 DL0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0255_STAMPING: H 201 1960
 DL0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0255+STABILITY: SURFACE MOTION
 DL0255
 DL0255  HISTORY     - Date     Condition        Report By
 DL0255  HISTORY     - 1960     MONUMENTED       CGS
 DL0255  HISTORY     - 1964     GOOD             NGS
 DL0255  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0255
 DL0255                          STATION DESCRIPTION
 DL0255
 DL0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0255'0.65 MI E FROM OLD UNION.
 DL0255'ABOUT 0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST
 DL0255'CHURCH AT OLD UNION, THENCE 0.45 MILE EAST ALONG STATE HIGHWAY 15, IN
 DL0255'SECTION 14, T 17 S, R 14 W, 0.2 MILE WEST OF A BRIDGE, 60 FEET NORTH
 DL0255'OF THE CENTER LINE OF THE HIGHWAY, 62 FEET EAST OF THE CENTER LINE OF
 DL0255'A WOODS ROAD, NORTH AND ACROSS THE HIGHWAY FROM A FARMHOUSE, 31 FEET
 DL0255'NORTH-NORTHEAST OF A TRANSFORMER POLE, 20 FEET SOUTH OF A 15-INCH
 DL0255'WHITE OAK TREE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2
 DL0255'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 DL0255'PROJECTING 4 INCHES.  NOTE-- THE FARMHOUSE, THAT WAS DESCRIBED AS
 DL0255'BEING NEAR THE STATION, IS GONE.
 DL0255
 DL0255                          STATION RECOVERY (1964)
 DL0255
 DL0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0255'RECOVERED IN GOOD CONDITION.
 DL0255
 DL0255                          STATION RECOVERY (2004)
 DL0255
 DL0255'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0544 ***********************************************************************
 DL0544  DESIGNATION -  H 202
 DL0544  PID         -  DL0544
 DL0544  STATE/COUNTY-  AR/COLUMBIA
 DL0544  USGS QUAD   -  WALDO (1968)
 DL0544
 DL0544                         *CURRENT SURVEY CONTROL
 DL0544  ___________________________________________________________________
 DL0544* NAD 83(1986)-  33 21 08.     (N)    093 17 48.     (W)     SCALED    
 DL0544* NAVD 88     -       107.968  (meters)     354.23   (feet)  ADJUSTED  
 DL0544  ___________________________________________________________________
 DL0544  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DL0544  DYNAMIC HT  -         107.853 (meters)     353.85  (feet)  COMP
 DL0544  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DL0544
 DL0544  VERT ORDER  -  FIRST     CLASS II
 DL0544
 DL0544.The horizontal coordinates were scaled from a topographic map and have
 DL0544.an estimated accuracy of +/- 6 seconds.
 DL0544
 DL0544.The orthometric height was determined by differential leveling
 DL0544.and adjusted by the National Geodetic Survey in June 1991..
 DL0544
 DL0544.The geoid height was determined by GEOID03.
 DL0544
 DL0544.The dynamic height is computed by dividing the NAVD 88
 DL0544.geopotential number by the normal gravity value computed on the
 DL0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0544.degrees latitude (g = 980.6199 gals.).
 DL0544
 DL0544.The modeled gravity was interpolated from observed gravity values.
 DL0544
 DL0544;                    North         East    Units  Estimated Accuracy
 DL0544;SPC AR S     -   476,800.      279,310.      MT  (+/- 180 meters Scaled)
 DL0544
 DL0544                          SUPERSEDED SURVEY CONTROL
 DL0544
 DL0544  NGVD 29 (??/??/92)  107.996  (m)          354.32   (f) ADJ UNCH    1 2
 DL0544
 DL0544.Superseded values are not recommended for survey control.
 DL0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0544.See file dsdata.txt to determine how the superseded data were derived.
 DL0544
 DL0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS723903(NAD 83)
 DL0544_MARKER: DB = BENCH MARK DISK
 DL0544_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0544_SP_SET: 32 FT
 DL0544_STAMPING: H 202 1960
 DL0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0544
 DL0544  HISTORY     - Date     Condition        Report By
 DL0544  HISTORY     - 1960     MONUMENTED       CGS
 DL0544  HISTORY     - 1963     GOOD             NGS
 DL0544
 DL0544                          STATION DESCRIPTION
 DL0544
 DL0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0544'IN WALDO.
 DL0544'AT WALDO, 345 FEET EAST OF THE SOUTHEAST CORNER OF THE ST. LOUIS
 DL0544'SOUTHWESTERN RAILWAY STATION, IN SECTION 17, T 16 S, R 21 W, 50 1/2
 DL0544'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 35 FEET SOUTH OF THE
 DL0544'SOUTH RAIL OF A SIDE TRACK, 118 FEET EAST OF THE CENTER LINE OF A
 DL0544'PAVED STREET, 15 FEET WEST OF A SYCAMORE TREE, 14 1/2 FEET EAST OF A
 DL0544'SYCAMORE TREE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 DL0544'BELOW THE TRACKS, ON THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD
 DL0544'WHICH IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 6-INCH TILE
 DL0544'PROJECTING 3 INCHES.
 DL0544
 DL0544                          STATION RECOVERY (1963)
 DL0544
 DL0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0764 ***********************************************************************
 DL0764  DESIGNATION -  H 203
 DL0764  PID         -  DL0764
 DL0764  STATE/COUNTY-  AR/LAFAYETTE
 DL0764  USGS QUAD   -  LEWISVILLE (1978)
 DL0764
 DL0764                         *CURRENT SURVEY CONTROL
 DL0764  ___________________________________________________________________
 DL0764* NAD 83(1986)-  33 19 14.     (N)    093 35 54.     (W)     SCALED    
 DL0764* NAVD 88     -        82.373  (meters)     270.25   (feet)  ADJUSTED  
 DL0764  ___________________________________________________________________
 DL0764  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL0764  DYNAMIC HT  -          82.285 (meters)     269.96  (feet)  COMP
 DL0764  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 DL0764
 DL0764  VERT ORDER  -  FIRST     CLASS II
 DL0764
 DL0764.The horizontal coordinates were scaled from a topographic map and have
 DL0764.an estimated accuracy of +/- 6 seconds.
 DL0764
 DL0764.The orthometric height was determined by differential leveling
 DL0764.and adjusted by the National Geodetic Survey in June 1991..
 DL0764
 DL0764.The geoid height was determined by GEOID03.
 DL0764
 DL0764.The dynamic height is computed by dividing the NAVD 88
 DL0764.geopotential number by the normal gravity value computed on the
 DL0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0764.degrees latitude (g = 980.6199 gals.).
 DL0764
 DL0764.The modeled gravity was interpolated from observed gravity values.
 DL0764
 DL0764;                    North         East    Units  Estimated Accuracy
 DL0764;SPC AR S     -   473,690.      251,180.      MT  (+/- 180 meters Scaled)
 DL0764
 DL0764                          SUPERSEDED SURVEY CONTROL
 DL0764
 DL0764  NGVD 29 (??/??/92)   82.416  (m)          270.39   (f) ADJ UNCH    1 2
 DL0764
 DL0764.Superseded values are not recommended for survey control.
 DL0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0764.See file dsdata.txt to determine how the superseded data were derived.
 DL0764
 DL0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS443869(NAD 83)
 DL0764_MARKER: DB = BENCH MARK DISK
 DL0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0764_STAMPING: H 203 1960
 DL0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0764+STABILITY: SURFACE MOTION
 DL0764
 DL0764  HISTORY     - Date     Condition        Report By
 DL0764  HISTORY     - 1960     MONUMENTED       CGS
 DL0764  HISTORY     - 1963     GOOD             NGS
 DL0764
 DL0764                          STATION DESCRIPTION
 DL0764
 DL0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0764'3.4 MI SW FROM LEWISVILLE.
 DL0764'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0764'STATION AT LEWISVILLE, THENCE 2.7 MILES SOUTH ALONG THE ST. LOUIS
 DL0764'SOUTHWESTERN RAILWAY, IN SECTION 33, T 16 S, R 24 W, 5 POLES NORTH OF
 DL0764'MILEPOST 393, 5 RAILS NORTH OF THE CENTER OF AN EAST-WEST PIPE LINE,
 DL0764'76 1/2 FEET EAST OF THE EAST RAIL, 5 1/2 FEET WEST OF A 12-INCH OAK
 DL0764'TREE, 30 FEET EAST OF A FENCE, 2 FEET EAST OF A FENCE LINE, 1.5 FEET
 DL0764'EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACKS, AND IN
 DL0764'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0764
 DL0764                          STATION RECOVERY (1963)
 DL0764
 DL0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0510 ***********************************************************************
 DL0510  DESIGNATION -  H 204
 DL0510  PID         -  DL0510
 DL0510  STATE/COUNTY-  AR/OUACHITA
 DL0510  USGS QUAD   -  STEPHENS (1976)
 DL0510
 DL0510                         *CURRENT SURVEY CONTROL
 DL0510  ___________________________________________________________________
 DL0510* NAD 83(1986)-  33 28 28.     (N)    093 00 17.     (W)     SCALED    
 DL0510* NAVD 88     -        79.764  (meters)     261.69   (feet)  ADJUSTED  
 DL0510  ___________________________________________________________________
 DL0510  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL0510  DYNAMIC HT  -          79.681 (meters)     261.42  (feet)  COMP
 DL0510  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 DL0510
 DL0510  VERT ORDER  -  FIRST     CLASS II
 DL0510
 DL0510.The horizontal coordinates were scaled from a topographic map and have
 DL0510.an estimated accuracy of +/- 6 seconds.
 DL0510
 DL0510.The orthometric height was determined by differential leveling
 DL0510.and adjusted by the National Geodetic Survey in June 1991..
 DL0510
 DL0510.The geoid height was determined by GEOID03.
 DL0510
 DL0510.The dynamic height is computed by dividing the NAVD 88
 DL0510.geopotential number by the normal gravity value computed on the
 DL0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0510.degrees latitude (g = 980.6199 gals.).
 DL0510
 DL0510.The modeled gravity was interpolated from observed gravity values.
 DL0510
 DL0510;                    North         East    Units  Estimated Accuracy
 DL0510;SPC AR S     -   490,050.      306,620.      MT  (+/- 180 meters Scaled)
 DL0510
 DL0510                          SUPERSEDED SURVEY CONTROL
 DL0510
 DL0510  NGVD 29 (??/??/92)   79.789  (m)          261.77   (f) ADJ UNCH    1 2
 DL0510
 DL0510.Superseded values are not recommended for survey control.
 DL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0510.See file dsdata.txt to determine how the superseded data were derived.
 DL0510
 DL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT995038(NAD 83)
 DL0510_MARKER: DB = BENCH MARK DISK
 DL0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0510_STAMPING: H 204 1960
 DL0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0510+STABILITY: SURFACE MOTION
 DL0510
 DL0510  HISTORY     - Date     Condition        Report By
 DL0510  HISTORY     - 1960     MONUMENTED       CGS
 DL0510  HISTORY     - 1964     GOOD             NGS
 DL0510
 DL0510                          STATION DESCRIPTION
 DL0510
 DL0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0510'6.0 MI NE FROM STEPHENS.
 DL0510'ABOUT 6.0 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0510'FROM THE STATION AT STEPHENS, IN SECTION 31, T 14 S, R 18 W, 1 1/2
 DL0510'POLES NORTHEAST OF MILEPOST 352, ON THE CREST OF A SMALL HILL ON THE
 DL0510'NORTHWEST SIDE OF U.S. HIGHWAY 79, 205 FEET NORTHWEST OF THE NORTHWEST
 DL0510'RAIL, 96 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 139 FEET
 DL0510'WEST-SOUTHWEST OF A BRACED POWER POLE, 24 FEET SOUTH-SOUTHWEST OF THE
 DL0510'CENTER LINE OF A WOODS ROAD, 1.8 FEET NORTHWEST OF A METAL WITNESS
 DL0510'POST, ABOUT 3 FEET ABOVE THE TRACK, ABOUT 6 1/2 FEET ABOVE THE
 DL0510'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0510
 DL0510                          STATION RECOVERY (1964)
 DL0510
 DL0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0661 ***********************************************************************
 DL0661  DESIGNATION -  H 205
 DL0661  PID         -  DL0661
 DL0661  STATE/COUNTY-  AR/COLUMBIA
 DL0661  USGS QUAD   -  EMERSON (1971)
 DL0661
 DL0661                         *CURRENT SURVEY CONTROL
 DL0661  ___________________________________________________________________
 DL0661* NAD 83(1986)-  33 05 50.     (N)    093 11 55.     (W)     SCALED    
 DL0661* NAVD 88     -        99.860  (meters)     327.62   (feet)  ADJUSTED  
 DL0661  ___________________________________________________________________
 DL0661  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0661  DYNAMIC HT  -          99.751 (meters)     327.27  (feet)  COMP
 DL0661  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 DL0661
 DL0661  VERT ORDER  -  SECOND    CLASS 0
 DL0661
 DL0661.The horizontal coordinates were scaled from a topographic map and have
 DL0661.an estimated accuracy of +/- 6 seconds.
 DL0661
 DL0661.The orthometric height was determined by differential leveling
 DL0661.and adjusted by the National Geodetic Survey in June 1991..
 DL0661
 DL0661.The geoid height was determined by GEOID03.
 DL0661
 DL0661.The dynamic height is computed by dividing the NAVD 88
 DL0661.geopotential number by the normal gravity value computed on the
 DL0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0661.degrees latitude (g = 980.6199 gals.).
 DL0661
 DL0661.The modeled gravity was interpolated from observed gravity values.
 DL0661
 DL0661;                    North         East    Units  Estimated Accuracy
 DL0661;SPC AR S     -   448,410.      288,110.      MT  (+/- 180 meters Scaled)
 DL0661
 DL0661                          SUPERSEDED SURVEY CONTROL
 DL0661
 DL0661  NGVD 29 (??/??/92)   99.919  (m)          327.82   (f) ADJ UNCH    2 0
 DL0661
 DL0661.Superseded values are not recommended for survey control.
 DL0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0661.See file dsdata.txt to determine how the superseded data were derived.
 DL0661
 DL0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS814620(NAD 83)
 DL0661_MARKER: DB = BENCH MARK DISK
 DL0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0661_SP_SET: CONCRETE FOOTING
 DL0661_STAMPING: H 205 1960
 DL0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0661
 DL0661  HISTORY     - Date     Condition        Report By
 DL0661  HISTORY     - 1960     MONUMENTED       CGS
 DL0661  HISTORY     - 1963     GOOD             NGS
 DL0661
 DL0661                          STATION DESCRIPTION
 DL0661
 DL0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0661'0.3 MI W FROM EMERSON.
 DL0661'ABOUT 0.3 MILE WEST ALONG A PAVED ROAD FROM THE LOUISIANA AND NORTH
 DL0661'WEST RAILROAD STATION AT EMERSON, IN SECTION 8, T 19 S, R 20 W, SET IN
 DL0661'THE TOP OF THE NORTH CORNER OF THE NORTHWEST CONCRETE FOOTING OF THE
 DL0661'WATER TOWER, 35 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, ABOUT
 DL0661'1 FOOT ABOVE THE GROUND, AND 3 FEET ABOVE THE ROAD.
 DL0661
 DL0661                          STATION RECOVERY (1963)
 DL0661
 DL0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1531 ***********************************************************************
 FF1531  DESIGNATION -  H 206
 FF1531  PID         -  FF1531
 FF1531  STATE/COUNTY-  AR/WHITE
 FF1531  USGS QUAD   -  GARNER (1981)
 FF1531
 FF1531                         *CURRENT SURVEY CONTROL
 FF1531  ___________________________________________________________________
 FF1531* NAD 83(1986)-  35 14 58.     (N)    091 49 34.     (W)     SCALED    
 FF1531* NAVD 88     -        93.105  (meters)     305.46   (feet)  ADJUSTED  
 FF1531  ___________________________________________________________________
 FF1531  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF1531  DYNAMIC HT  -          93.020 (meters)     305.18  (feet)  COMP
 FF1531  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FF1531
 FF1531  VERT ORDER  -  SECOND    CLASS 0
 FF1531
 FF1531.The horizontal coordinates were scaled from a topographic map and have
 FF1531.an estimated accuracy of +/- 6 seconds.
 FF1531
 FF1531.The orthometric height was determined by differential leveling
 FF1531.and adjusted by the National Geodetic Survey in June 1991..
 FF1531
 FF1531.The geoid height was determined by GEOID03.
 FF1531
 FF1531.The dynamic height is computed by dividing the NAVD 88
 FF1531.geopotential number by the normal gravity value computed on the
 FF1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1531.degrees latitude (g = 980.6199 gals.).
 FF1531
 FF1531.The modeled gravity was interpolated from observed gravity values.
 FF1531
 FF1531;                    North         East    Units  Estimated Accuracy
 FF1531;SPC AR N     -   101,650.      415,830.      MT  (+/- 180 meters Scaled)
 FF1531
 FF1531                          SUPERSEDED SURVEY CONTROL
 FF1531
 FF1531  NGVD 29 (??/??/??)   93.053  (m)          305.29   (f) ADJUSTED    2 0
 FF1531
 FF1531.Superseded values are not recommended for survey control.
 FF1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1531.See file dsdata.txt to determine how the superseded data were derived.
 FF1531
 FF1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV067013(NAD 83)
 FF1531_MARKER: DB = BENCH MARK DISK
 FF1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1531_STAMPING: H 206 1962
 FF1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1531+STABILITY: SURFACE MOTION
 FF1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1531+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 FF1531
 FF1531  HISTORY     - Date     Condition        Report By
 FF1531  HISTORY     - 1962     MONUMENTED       CGS
 FF1531  HISTORY     - 1967     GOOD             CGS
 FF1531  HISTORY     - 1988     GOOD             USPSQD
 FF1531  HISTORY     - 20030630 GOOD             USACE
 FF1531
 FF1531                          STATION DESCRIPTION
 FF1531
 FF1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1531'5.3 MI W FROM SEARCY.
 FF1531'IT IS 0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE IN
 FF1531'SEARCY, THENCE 5.1 MILES WEST ALONG STATE HIGHWAY 36, 0.1 MILE
 FF1531'EAST OF A CROSS ROAD, 41 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 FF1531'2 FEET EAST OF A METAL WITNESS POST, 2 FEET NORTHWEST OF A
 FF1531'POWERLINE POLE AND FENCE CORNER.  IT IS SET IN THE TOP OF AN
 FF1531'11 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 FF1531
 FF1531                          STATION RECOVERY (1988)
 FF1531
 FF1531'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1531'RECOVERED IN GOOD CONDITION.
 FF1531
 FF1531                          STATION RECOVERY (2003)
 FF1531
 FF1531'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0250 ***********************************************************************
 FG0250  DESIGNATION -  H 207
 FG0250  PID         -  FG0250
 FG0250  STATE/COUNTY-  AR/CLEBURNE
 FG0250  USGS QUAD   -  BARNEY (1994)
 FG0250
 FG0250                         *CURRENT SURVEY CONTROL
 FG0250  ___________________________________________________________________
 FG0250* NAD 83(1986)-  35 22 19.     (N)    092 09 55.     (W)     SCALED    
 FG0250* NAVD 88     -       235.630  (meters)     773.06   (feet)  ADJUSTED  
 FG0250  ___________________________________________________________________
 FG0250  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FG0250  DYNAMIC HT  -         235.410 (meters)     772.34  (feet)  COMP
 FG0250  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FG0250
 FG0250  VERT ORDER  -  SECOND    CLASS 0
 FG0250
 FG0250.The horizontal coordinates were scaled from a topographic map and have
 FG0250.an estimated accuracy of +/- 6 seconds.
 FG0250
 FG0250.The orthometric height was determined by differential leveling
 FG0250.and adjusted by the National Geodetic Survey in June 1991..
 FG0250
 FG0250.The geoid height was determined by GEOID03.
 FG0250
 FG0250.The dynamic height is computed by dividing the NAVD 88
 FG0250.geopotential number by the normal gravity value computed on the
 FG0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0250.degrees latitude (g = 980.6199 gals.).
 FG0250
 FG0250.The modeled gravity was interpolated from observed gravity values.
 FG0250
 FG0250;                    North         East    Units  Estimated Accuracy
 FG0250;SPC AR N     -   115,240.      384,980.      MT  (+/- 180 meters Scaled)
 FG0250
 FG0250                          SUPERSEDED SURVEY CONTROL
 FG0250
 FG0250  NGVD 29 (??/??/92)  235.583  (m)          772.91   (f) ADJ UNCH    2 0
 FG0250
 FG0250.Superseded values are not recommended for survey control.
 FG0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0250.See file dsdata.txt to determine how the superseded data were derived.
 FG0250
 FG0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV758146(NAD 83)
 FG0250_MARKER: DB = BENCH MARK DISK
 FG0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0250_SP_SET: CULVERT
 FG0250_STAMPING: H 207 1962
 FG0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0250
 FG0250  HISTORY     - Date     Condition        Report By
 FG0250  HISTORY     - 1962     MONUMENTED       CGS
 FG0250  HISTORY     - 1967     GOOD             NGS
 FG0250
 FG0250                          STATION DESCRIPTION
 FG0250
 FG0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0250'3.0 MI E FROM QUITMAN.
 FG0250'IT IS 0.35 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FG0250'IN QUITMAN, THENCE EAST 2.65 MILES ALONG STATE HIGHWAY 124, 19 FEET
 FG0250'NORTH OF THE CENTER OF THE HIGHWAY, AND CEMENTED IN A DRILL HOLE IN
 FG0250'THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0144 ***********************************************************************
 FG0144  DESIGNATION -  H 208
 FG0144  PID         -  FG0144
 FG0144  STATE/COUNTY-  AR/FAULKNER
 FG0144  USGS QUAD   -  MOUNT VERNON (1994)
 FG0144
 FG0144                         *CURRENT SURVEY CONTROL
 FG0144  ___________________________________________________________________
 FG0144* NAD 83(1986)-  35 14 11.     (N)    092 07 26.     (W)     SCALED    
 FG0144* NAVD 88     -       154.907  (meters)     508.22   (feet)  ADJUSTED  
 FG0144  ___________________________________________________________________
 FG0144  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG0144  DYNAMIC HT  -         154.763 (meters)     507.75  (feet)  COMP
 FG0144  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 FG0144
 FG0144  VERT ORDER  -  SECOND    CLASS 0
 FG0144
 FG0144.The horizontal coordinates were scaled from a topographic map and have
 FG0144.an estimated accuracy of +/- 6 seconds.
 FG0144
 FG0144.The orthometric height was determined by differential leveling
 FG0144.and adjusted by the National Geodetic Survey in June 1991..
 FG0144
 FG0144.The geoid height was determined by GEOID03.
 FG0144
 FG0144.The dynamic height is computed by dividing the NAVD 88
 FG0144.geopotential number by the normal gravity value computed on the
 FG0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0144.degrees latitude (g = 980.6199 gals.).
 FG0144
 FG0144.The modeled gravity was interpolated from observed gravity values.
 FG0144
 FG0144;                    North         East    Units  Estimated Accuracy
 FG0144;SPC AR N     -   100,190.      388,720.      MT  (+/- 180 meters Scaled)
 FG0144
 FG0144                          SUPERSEDED SURVEY CONTROL
 FG0144
 FG0144  NGVD 29 (??/??/92)  154.882  (m)          508.14   (f) ADJ UNCH    2 0
 FG0144
 FG0144.Superseded values are not recommended for survey control.
 FG0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0144.See file dsdata.txt to determine how the superseded data were derived.
 FG0144
 FG0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU797996(NAD 83)
 FG0144_MARKER: DB = BENCH MARK DISK
 FG0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0144_STAMPING: H 208 1962
 FG0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0144+STABILITY: SURFACE MOTION
 FG0144
 FG0144  HISTORY     - Date     Condition        Report By
 FG0144  HISTORY     - 1962     MONUMENTED       CGS
 FG0144  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0144
 FG0144                          STATION DESCRIPTION
 FG0144
 FG0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0144'0.75 MI N FROM MOUNT VERNON.
 FG0144'0.75 MILE NORTH ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT MOUNT
 FG0144'VERNON, ABOUT 0.1 MILE WEST OF AND ACROSS THE ROAD FROM A LARGE STONE
 FG0144'HOUSE ON TOP OF A HILL, 33.3 FEET WEST OF THE CENTERLINE OF THE
 FG0144'HIGHWAY, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, 2 FEET SOUTH OF
 FG0144'A METAL WITNESS POST, 1 FOOT EAST OF A FENCE, SET IN TOP OF A SQUARE
 FG0144'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FG0144
 FG0144                          STATION RECOVERY (1989)
 FG0144
 FG0144'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0015 ***********************************************************************
 EK0015  DESIGNATION -  H 21
 EK0015  PID         -  EK0015
 EK0015  STATE/COUNTY-  AR/POLK
 EK0015  USGS QUAD   -  ACORN (1975)
 EK0015
 EK0015                         *CURRENT SURVEY CONTROL
 EK0015  ___________________________________________________________________
 EK0015* NAD 83(1986)-  34 38 27.     (N)    094 12 13.     (W)     SCALED    
 EK0015* NAVD 88     -       331.909  (meters)    1088.94   (feet)  ADJUSTED  
 EK0015  ___________________________________________________________________
 EK0015  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 EK0015  DYNAMIC HT  -         331.552 (meters)    1087.77  (feet)  COMP
 EK0015  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 EK0015
 EK0015  VERT ORDER  -  FIRST     CLASS II
 EK0015
 EK0015.The horizontal coordinates were scaled from a topographic map and have
 EK0015.an estimated accuracy of +/- 6 seconds.
 EK0015
 EK0015.The orthometric height was determined by differential leveling
 EK0015.and adjusted by the National Geodetic Survey in June 1991..
 EK0015
 EK0015.The geoid height was determined by GEOID03.
 EK0015
 EK0015.The dynamic height is computed by dividing the NAVD 88
 EK0015.geopotential number by the normal gravity value computed on the
 EK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0015.degrees latitude (g = 980.6199 gals.).
 EK0015
 EK0015.The modeled gravity was interpolated from observed gravity values.
 EK0015
 EK0015;                    North         East    Units  Estimated Accuracy
 EK0015;SPC AR S     -   621,140.      197,980.      MT  (+/- 180 meters Scaled)
 EK0015
 EK0015                          SUPERSEDED SURVEY CONTROL
 EK0015
 EK0015  NGVD 29 (??/??/92)  331.810  (m)         1088.61   (f) ADJ UNCH    1 2
 EK0015
 EK0015.Superseded values are not recommended for survey control.
 EK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0015.See file dsdata.txt to determine how the superseded data were derived.
 EK0015
 EK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU896338(NAD 83)
 EK0015_MARKER: DB = BENCH MARK DISK
 EK0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0015_STAMPING: H 21 1932
 EK0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0015+STABILITY: SURFACE MOTION
 EK0015
 EK0015  HISTORY     - Date     Condition        Report By
 EK0015  HISTORY     - 1932     MONUMENTED       CGS
 EK0015  HISTORY     - 1934     GOOD             NGS
 EK0015  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0015  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0015
 EK0015                          STATION DESCRIPTION
 EK0015
 EK0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EK0015'5 MI N FROM MENA.
 EK0015'ABOUT 5.0 MILES NORTH OF MENA, ALONG HWY. 71, AT ACORN AND THE
 EK0015'JUNCTION OF HWYS. 71 AND 270, DIRECTLY SOUTH OF A GAS STATION
 EK0015'IN THE SOUTH CORNER OF TRIANGULAT PLOT, 23 FEET WEST OF HWY. 71
 EK0015'CENTER-LINE AND 22 FEET EAST OF HWY. 270 CENTER-LINE, TABLET
 EK0015'IN TOP OF CONCRETE POST AND FLUSH WITH GROUND.
 EK0015
 EK0015                          STATION RECOVERY (1961)
 EK0015
 EK0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0015'MARK NOT FOUND.
 EK0015
 EK0015                          STATION RECOVERY (1985)
 EK0015
 EK0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0015'SEARCHED FOR BUT NOT RECOVERED, POSSIBLY DISTURBED DURNING HIGHWAY
 EK0015'RENOVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0238 ***********************************************************************
 FG0238  DESIGNATION -  H 210
 FG0238  PID         -  FG0238
 FG0238  STATE/COUNTY-  AR/VAN BUREN
 FG0238  USGS QUAD   -  MORGANTON (1989)
 FG0238
 FG0238                         *CURRENT SURVEY CONTROL
 FG0238  ___________________________________________________________________
 FG0238* NAD 83(1986)-  35 23 19.     (N)    092 22 29.     (W)     SCALED    
 FG0238* NAVD 88     -       215.631  (meters)     707.45   (feet)  ADJUSTED  
 FG0238  ___________________________________________________________________
 FG0238  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0238  DYNAMIC HT  -         215.431 (meters)     706.79  (feet)  COMP
 FG0238  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FG0238
 FG0238  VERT ORDER  -  SECOND    CLASS 0
 FG0238
 FG0238.The horizontal coordinates were scaled from a topographic map and have
 FG0238.an estimated accuracy of +/- 6 seconds.
 FG0238
 FG0238.The orthometric height was determined by differential leveling
 FG0238.and adjusted by the National Geodetic Survey in June 1991..
 FG0238
 FG0238.The geoid height was determined by GEOID03.
 FG0238
 FG0238.The dynamic height is computed by dividing the NAVD 88
 FG0238.geopotential number by the normal gravity value computed on the
 FG0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0238.degrees latitude (g = 980.6199 gals.).
 FG0238
 FG0238.The modeled gravity was interpolated from observed gravity values.
 FG0238
 FG0238;                    North         East    Units  Estimated Accuracy
 FG0238;SPC AR N     -   117,140.      365,960.      MT  (+/- 180 meters Scaled)
 FG0238
 FG0238                          SUPERSEDED SURVEY CONTROL
 FG0238
 FG0238  NGVD 29 (??/??/92)  215.604  (m)          707.36   (f) ADJ UNCH    2 0
 FG0238
 FG0238.Superseded values are not recommended for survey control.
 FG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0238.See file dsdata.txt to determine how the superseded data were derived.
 FG0238
 FG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV567163(NAD 83)
 FG0238_MARKER: DB = BENCH MARK DISK
 FG0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0238_STAMPING: H 210 1962
 FG0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0238+STABILITY: SURFACE MOTION
 FG0238
 FG0238  HISTORY     - Date     Condition        Report By
 FG0238  HISTORY     - 1962     MONUMENTED       CGS
 FG0238  HISTORY     - 1967     GOOD             NGS
 FG0238
 FG0238                          STATION DESCRIPTION
 FG0238
 FG0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0238'2.9 MI NE FROM DAMASCUS.
 FG0238'IT IS 2.1 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 FG0238'DAMASCUS, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 124, 44 FEET NORTH
 FG0238'OF THE CENTER OF STATE HIGHWAY 124, 5 FEET WEST OF A POWERLINE POLE,
 FG0238'2.4 FEET EAST OF A METAL WITNESS POST, 1 FOOT SOUTH OF A FENCE, AND
 FG0238'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1898 ***********************************************************************
 FE1898  DESIGNATION -  H 213
 FE1898  PID         -  FE1898
 FE1898  STATE/COUNTY-  AR/MISSISSIPPI
 FE1898  USGS QUAD   -  CHIC (1983)
 FE1898
 FE1898                         *CURRENT SURVEY CONTROL
 FE1898  ___________________________________________________________________
 FE1898* NAD 83(1997)-  35 57 24.06786(N)    089 43 07.81220(W)     ADJUSTED  
 FE1898* NAVD 88     -        85.740  (meters)     281.30   (feet)  ADJUSTED  
 FE1898  ___________________________________________________________________
 FE1898  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE1898  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE1898  DYNAMIC HT  -          85.668 (meters)     281.06  (feet)  COMP
 FE1898  MODELED GRAV-     979,792.4   (mgal)                       NAVD 88
 FE1898
 FE1898  HORZ ORDER  -  SECOND
 FE1898  VERT ORDER  -  FIRST     CLASS I
 FE1898
 FE1898.The horizontal coordinates were established by classical geodetic methods
 FE1898.and adjusted by the National Geodetic Survey in September 1999..
 FE1898
 FE1898.The orthometric height was determined by differential leveling
 FE1898.and adjusted by the National Geodetic Survey in June 1991..
 FE1898
 FE1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1898
 FE1898.The geoid height was determined by GEOID03.
 FE1898
 FE1898.The dynamic height is computed by dividing the NAVD 88
 FE1898.geopotential number by the normal gravity value computed on the
 FE1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1898.degrees latitude (g = 980.6199 gals.).
 FE1898
 FE1898.The modeled gravity was interpolated from observed gravity values.
 FE1898
 FE1898;                    North         East     Units Scale Factor Converg.
 FE1898;SPC AR N     -   182,483.294   605,763.251   MT  0.99995700   +1 19 38.7
 FE1898;SPC AR N     -   598,697.27  1,987,408.27   sFT  0.99995700   +1 19 38.7
 FE1898;UTM  16      - 3,982,561.823   254,794.969   MT  1.00034093   -1 35 50.0
 FE1898
 FE1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1898!SPC AR N     -   0.99999095  x   0.99995700  =   0.99994795
 FE1898!UTM  16      -   0.99999095  x   1.00034093  =   1.00033188
 FE1898
 FE1898                          SUPERSEDED SURVEY CONTROL
 FE1898
 FE1898  NAD 83(1997)-  35 57 24.06847(N)    089 43 07.81220(W) AD(       ) 2
 FE1898  NAD 83(1997)-  35 57 24.06971(N)    089 43 07.81200(W) AD(       ) 2
 FE1898  NAD 83(1986)-  35 57 24.07946(N)    089 43 07.81258(W) AD(       ) 2
 FE1898  NAD 27      -  35 57 23.80626(N)    089 43 07.52499(W) AD(       ) 2
 FE1898  NGVD 29 (??/??/??)   85.666  (m)          281.06   (f) ADJUSTED    1 1
 FE1898
 FE1898.Superseded values are not recommended for survey control.
 FE1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1898.See file dsdata.txt to determine how the superseded data were derived.
 FE1898
 FE1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5479582562(NAD 83)
 FE1898_MARKER: DB = BENCH MARK DISK
 FE1898_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1898_SP_SET: 4 FEET
 FE1898_STAMPING: H 213 1976
 FE1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1898+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FE1898
 FE1898  HISTORY     - Date     Condition        Report By
 FE1898  HISTORY     - 1976     MONUMENTED       NGS
 FE1898  HISTORY     - 1977     GOOD             NGS
 FE1898  HISTORY     - 20020729 GOOD             USACE
 FE1898
 FE1898                          STATION DESCRIPTION
 FE1898
 FE1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1898'1.4 MI SW FROM HUFFMAN.
 FE1898'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 FE1898'WAYS 137 AND 150 AT HUFFMAN, THENCE 1.4 MILE SOUTHWEST ALONG THE
 FE1898'LEVEE, 10.7 FEET SOUTHWEST OF THE CENTER OF THE LEVEE, AND 7.5
 FE1898'NORTHEAST OF MILEPOST 50/51. A DISK ON TOP OF A COPPER COATED
 FE1898'STEEL ROD SET TO A DEPTH OF 4 FEET, 2 FEET BELOW LEVEE, AND 1 FOOT
 FE1898'NE OF A WITNESS POST.
 FE1898
 FE1898                          STATION RECOVERY (1977)
 FE1898
 FE1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE1898'STATION IS ABOUT 10-1/2 MILES EAST OF BLYTHEVILLE, 6 MILES
 FE1898'EAST-NORTHEAST OF ARMOREL, ON A POINT OF LAND LOCALLY
 FE1898'KNOWN AS WRIGHTS POINT AND ON PROPERTY OF THE ST FRANCIS
 FE1898'LEVEE DISTRICT OF ARKANSAS.
 FE1898'
 FE1898'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FE1898'55 AND STATE HIGHWAY 18 AT THE EAST EDGE OF BLYTHEVILLE, GO
 FE1898'EAST ON HIGHWAY 18 FOR 4.4 MILES TO A T-ROAD JUNCTION IN THE
 FE1898'COMMUNITY OF ARMOREL.  TURN LEFT AND GO NORTH AND EAST ON HIGH-
 FE1898'WAY 18 FOR 5.1 MILES TO A CROSSROAD IN THE SMALL SETTLEMENT OF
 FE1898'HICKMAN.  CONTINUE EAST ON A GRAVELED ROAD FOR 2.15 MILES TO
 FE1898'THE TOP OF THE LEVEE.  TURN LEFT AND GO NORTHERLY ALONG TOP
 FE1898'OF THE LEVEE FOR 1.35 MILES TO THE MARK ON THE LEFT.
 FE1898'
 FE1898'THE MARK, STAMPED---H 213 1976---, IS A STANDARD BENCH
 FE1898'MARK DISK CRIMPED TO THE TOP OF A 5/8 INCH
 FE1898'COPPER ROD, 3 INCHES BELOW GROUND AND ENCASED IN A 4 INCH
 FE1898'PLASTIC PIPE WITH A CAP.  IT IS 10 FEET SOUTHWEST OF THE
 FE1898'CENTER OF THE LEVEE ROAD , 7 FEET NORTHEAST OF MILE MARKER
 FE1898'50/51 AND 1 FOOT NORTHEAST OF A WITNESS POST.
 FE1898'
 FE1898'A TRAVERSE TIE WAS MADE TO STATION HICKMAN.
 FE1898
 FE1898                          STATION RECOVERY (2002)
 FE1898
 FE1898'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1864 ***********************************************************************
 FE1864  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1864  DESIGNATION -  H 214
 FE1864  PID         -  FE1864
 FE1864  STATE/COUNTY-  AR/MISSISSIPPI
 FE1864  USGS QUAD   -  OSCEOLA (1983)
 FE1864
 FE1864                         *CURRENT SURVEY CONTROL
 FE1864  ___________________________________________________________________
 FE1864* NAD 83(1997)-  35 44 14.27461(N)    089 57 28.54366(W)     ADJUSTED  
 FE1864* NAVD 88     -        81.43   (meters)     267.2    (feet)  GPS OBS   
 FE1864  ___________________________________________________________________
 FE1864  X           -       3,805.867 (meters)                     COMP
 FE1864  Y           -  -5,183,119.889 (meters)                     COMP
 FE1864  Z           -   3,704,602.255 (meters)                     COMP
 FE1864  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FE1864  ELLIP HEIGHT-          53.71  (meters)          (05/31/05) GPS OBS
 FE1864  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1864  DYNAMIC HT  -          81.36  (meters)     266.9   (feet)  COMP
 FE1864  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 FE1864
 FE1864  HORZ ORDER  -  FIRST
 FE1864  VERT ORDER  -  FIRST     CLASS I (See Below)
 FE1864  ELLP ORDER  -  FOURTH    CLASS II
 FE1864
 FE1864.The horizontal coordinates were established by GPS observations
 FE1864.and adjusted by the National Geodetic Survey in May 2005..
 FE1864
 FE1864.The orthometric height was determined by GPS observations and a
 FE1864.high-resolution geoid model using precise GPS observation and
 FE1864.processing techniques. It supersedes the leveled height previously
 FE1864.determined for this station.
 FE1864.The vertical order pertains to the first NAVD 88 superseded value.
 FE1864
 FE1864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1864
 FE1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1864
 FE1864.The ellipsoidal height was determined by GPS observations
 FE1864.and is referenced to NAD 83.
 FE1864
 FE1864.The geoid height was determined by GEOID03.
 FE1864
 FE1864.The dynamic height is computed by dividing the NAVD 88
 FE1864.geopotential number by the normal gravity value computed on the
 FE1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1864.degrees latitude (g = 980.6199 gals.).
 FE1864
 FE1864.The modeled gravity was interpolated from observed gravity values.
 FE1864
 FE1864;                    North         East     Units Scale Factor Converg.
 FE1864;SPC AR N     -   157,674.014   584,704.958   MT  0.99993949   +1 11 17.8
 FE1864;SPC AR N     -   517,302.16  1,918,319.52   sFT  0.99993949   +1 11 17.8
 FE1864;UTM  16      - 3,958,846.867   232,489.486   MT  1.00048192   -1 43 43.2
 FE1864;UTM  15      - 3,959,079.870   775,122.481   MT  1.00053283   +1 46 40.4
 FE1864
 FE1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1864!SPC AR N     -   0.99999157  x   0.99993949  =   0.99993106
 FE1864!UTM  16      -   0.99999157  x   1.00048192  =   1.00047349
 FE1864!UTM  15      -   0.99999157  x   1.00053283  =   1.00052440
 FE1864
 FE1864                          SUPERSEDED SURVEY CONTROL
 FE1864
 FE1864  NAVD 88 (06/15/91)   81.469  (m)          267.29   (f) ADJUSTED    1 1
 FE1864  NGVD 29 (??/??/??)   81.420  (m)          267.13   (f) ADJUSTED    1 1
 FE1864
 FE1864.Superseded values are not recommended for survey control.
 FE1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1864.See file dsdata.txt to determine how the superseded data were derived.
 FE1864
 FE1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3248958847(NAD 83)
 FE1864_MARKER: DB = BENCH MARK DISK
 FE1864_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1864_SP_SET: 4 FEET
 FE1864_STAMPING: H 214 1976
 FE1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1864+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 FE1864
 FE1864  HISTORY     - Date     Condition        Report By
 FE1864  HISTORY     - 1976     MONUMENTED       NGS
 FE1864  HISTORY     - 20020729 GOOD             USACE
 FE1864  HISTORY     - 20030717 GOOD             EMCINC
 FE1864
 FE1864                          STATION DESCRIPTION
 FE1864
 FE1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1864'2.1 MI SW FROM LUXORA.
 FE1864'2.1 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH MAIN
 FE1864'STREET AT LUXORA, 16 FEET NORTHWEST OF THE CENTER OF THE LEVEE,
 FE1864'AND 5.5 FEET SOUTHEAST OF MILEPOST 76/77. A DISK ON THE TOP OF
 FE1864'A COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 4 FEET BELOW
 FE1864'THE LEVEE, AND 1 FOOT SE OF A WITNESS POST.
 FE1864
 FE1864                          STATION RECOVERY (2002)
 FE1864
 FE1864'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1864'THE STATION IS 11 FT SE OF NEW LMP.
 FE1864
 FE1864                          STATION RECOVERY (2003)
 FE1864
 FE1864'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1864'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1885 ***********************************************************************
 FE1885  DESIGNATION -  H 215
 FE1885  PID         -  FE1885
 FE1885  STATE/COUNTY-  AR/MISSISSIPPI
 FE1885  USGS QUAD   -  NODENA (1983)
 FE1885
 FE1885                         *CURRENT SURVEY CONTROL
 FE1885  ___________________________________________________________________
 FE1885* NAD 83(1986)-  35 32 03.     (N)    089 55 02.     (W)     SCALED    
 FE1885* NAVD 88     -        73.265  (meters)     240.37   (feet)  ADJUSTED  
 FE1885  ___________________________________________________________________
 FE1885  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1885  DYNAMIC HT  -          73.201 (meters)     240.16  (feet)  COMP
 FE1885  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 FE1885
 FE1885  VERT ORDER  -  FIRST     CLASS I
 FE1885
 FE1885.The horizontal coordinates were scaled from a topographic map and have
 FE1885.an estimated accuracy of +/- 6 seconds.
 FE1885
 FE1885.The orthometric height was determined by differential leveling
 FE1885.and adjusted by the National Geodetic Survey in June 1991..
 FE1885
 FE1885.The geoid height was determined by GEOID03.
 FE1885
 FE1885.The dynamic height is computed by dividing the NAVD 88
 FE1885.geopotential number by the normal gravity value computed on the
 FE1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1885.degrees latitude (g = 980.6199 gals.).
 FE1885
 FE1885.The modeled gravity was interpolated from observed gravity values.
 FE1885
 FE1885;                    North         East    Units  Estimated Accuracy
 FE1885;SPC AR N     -   135,220.      588,860.      MT  (+/- 180 meters Scaled)
 FE1885
 FE1885                          SUPERSEDED SURVEY CONTROL
 FE1885
 FE1885  NGVD 29 (??/??/??)   73.234  (m)          240.27   (f) ADJUSTED    1 1
 FE1885
 FE1885.Superseded values are not recommended for survey control.
 FE1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1885.See file dsdata.txt to determine how the superseded data were derived.
 FE1885
 FE1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE355361(NAD 83)
 FE1885_MARKER: DB = BENCH MARK DISK
 FE1885_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1885_SP_SET: 4 FEET
 FE1885_STAMPING: H 215 1976
 FE1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1885+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 FE1885
 FE1885  HISTORY     - Date     Condition        Report By
 FE1885  HISTORY     - 1976     MONUMENTED       NGS
 FE1885  HISTORY     - 1987     GOOD             USPSQD
 FE1885  HISTORY     - 20020726 GOOD             USACE
 FE1885
 FE1885                          STATION DESCRIPTION
 FE1885
 FE1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1885'8.9 MI NE FROM WILSON.
 FE1885'6.0 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1885'STREET AT WILSON, THENCE 2.9 MILES SOUTHEAST ALONG A DIRT ROAD
 FE1885'LEADING TO MORGAN POINT, 5.0 FEET WEST OF A 6 FOOT OAK TREE, 23
 FE1885'FEET WEST OF THE CENTER OF DIRT ROAD, 35 FEET EAST OF THE JUNCTION
 FE1885'OF A GRAVEL ROAD. A DISK ON THE TOP OF A COPPER COATED STEEL
 FE1885'ROD SET TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING 2 INCHES,
 FE1885'ABOUT LEVEL WITH THE ROAD, AND 1 FOOT EAST OF A WITNESS POST.
 FE1885
 FE1885                          STATION RECOVERY (1987)
 FE1885
 FE1885'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1885'RECOVERED IN GOOD CONDITION.
 FE1885
 FE1885                          STATION RECOVERY (2002)
 FE1885
 FE1885'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1885'THE STATION IS 1 FT W OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0762 ***********************************************************************
 EH0762  DESIGNATION -  H 216
 EH0762  PID         -  EH0762
 EH0762  STATE/COUNTY-  AR/DESHA
 EH0762  USGS QUAD   -  LACONIA (1982)
 EH0762
 EH0762                         *CURRENT SURVEY CONTROL
 EH0762  ___________________________________________________________________
 EH0762* NAD 83(1986)-  34 05 40.     (N)    090 55 40.     (W)     SCALED    
 EH0762* NAVD 88     -        49.131  (meters)     161.19   (feet)  ADJUSTED  
 EH0762  ___________________________________________________________________
 EH0762  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0762  DYNAMIC HT  -          49.082 (meters)     161.03  (feet)  COMP
 EH0762  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 EH0762
 EH0762  VERT ORDER  -  FIRST     CLASS II
 EH0762
 EH0762.The horizontal coordinates were scaled from a topographic map and have
 EH0762.an estimated accuracy of +/- 6 seconds.
 EH0762
 EH0762.The orthometric height was determined by differential leveling
 EH0762.and adjusted by the National Geodetic Survey in June 1991..
 EH0762
 EH0762.The geoid height was determined by GEOID03.
 EH0762
 EH0762.The dynamic height is computed by dividing the NAVD 88
 EH0762.geopotential number by the normal gravity value computed on the
 EH0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0762.degrees latitude (g = 980.6199 gals.).
 EH0762
 EH0762.The modeled gravity was interpolated from observed gravity values.
 EH0762
 EH0762;                    North         East    Units  Estimated Accuracy
 EH0762;SPC AR S     -   558,880.      498,940.      MT  (+/- 180 meters Scaled)
 EH0762
 EH0762                          SUPERSEDED SURVEY CONTROL
 EH0762
 EH0762  NGVD 29 (??/??/??)   49.181  (m)          161.35   (f) ADJUSTED    1 2
 EH0762
 EH0762.Superseded values are not recommended for survey control.
 EH0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0762.See file dsdata.txt to determine how the superseded data were derived.
 EH0762
 EH0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT911745(NAD 83)
 EH0762_MARKER: DB = BENCH MARK DISK
 EH0762_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0762_SP_SET: 48 FT.
 EH0762_STAMPING: H 216 1976
 EH0762_MARK LOGO: NGS   
 EH0762_PROJECTION: PROJECTING 2 CENTIMETERS
 EH0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0762_ROD/PIPE-DEPTH: 14.6 meters
 EH0762
 EH0762  HISTORY     - Date     Condition        Report By
 EH0762  HISTORY     - 1976     MONUMENTED       NGS
 EH0762  HISTORY     - 1985     GOOD             NGS
 EH0762
 EH0762                          STATION DESCRIPTION
 EH0762
 EH0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0762'12.3 MI S FROM MELLWOOD.
 EH0762'11.8 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0762'MELLWOOD, THENCE 0.5 MILE EAST ALONG A FIELD ROAD TO THE BANK OF THE
 EH0762'MISSISSIPPI RIVER, 0.15 MILE NORTHWEST OF A BEACON LIGHT, 46 FEET
 EH0762'SOUTHEAST OF THE CENTER OF A BARBED WIRE GATE ACROSS THE ROAD, AND 17
 EH0762'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A DISK ON TOP OF A
 EH0762'COPPER-COATED STEEL ROD TO A DEPTH OF 48 FEET ENCASED IN A PIPE
 EH0762'PROJECTING +1 INCHES.  ABOUT LEVEL WITH ROAD 2 FEET WEST OF A WITNESS
 EH0762'POST.
 EH0762
 EH0762                          STATION RECOVERY (1985)
 EH0762
 EH0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0762'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  19.0 KM
 EH0762'(11.8 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE CROSSING OF A
 EH0762'GRAVEL ROAD IN MELLWOOD, THENCE ABOUT 0.40 KM (0.2 MI) EASTERLY ALONG
 EH0762'A TRACK AND WOODS ROAD THROUGH A METAL GATE TO THE BANK OF THE
 EH0762'MISSISSIPPI RIVER, THENCE ABOUT 0.48 KM (0.3 MI) SOUTHEASTERLY ALONG A
 EH0762'TRACK WOODS ROAD, PARRALELING THE BANK OF THE RIVER, THROUGH A WIRE
 EH0762'GATE TO THE BENCH MARK ON THE RIGHT, SET BETWEEN TWO WITNESS POSTS,
 EH0762'ALSO ABOUT 0.24 KM (0.15 MI) NORTHWEST OF A NAVIGATION BEACON LIGHT,
 EH0762'ABOUT 76.2 METERS (250.0 FT) SOUTHEAST OF A WIRE GATE, AND 5.2 METERS
 EH0762'(17.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF THE TRACK WOODS ROAD.
 EH0762'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 EH0762'THE MARK IS ABOVE LEVEL WITH WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1073 ***********************************************************************
 FF1073  DESIGNATION -  H 217
 FF1073  PID         -  FF1073
 FF1073  STATE/COUNTY-  AR/CRITTENDEN
 FF1073  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1073
 FF1073                         *CURRENT SURVEY CONTROL
 FF1073  ___________________________________________________________________
 FF1073* NAD 83(1986)-  35 14 54.     (N)    090 06 54.     (W)     SCALED    
 FF1073* NAVD 88     -        70.569  (meters)     231.53   (feet)  ADJUSTED  
 FF1073  ___________________________________________________________________
 FF1073  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1073  DYNAMIC HT  -          70.506 (meters)     231.32  (feet)  COMP
 FF1073  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FF1073
 FF1073  VERT ORDER  -  FIRST     CLASS I
 FF1073
 FF1073.The horizontal coordinates were scaled from a topographic map and have
 FF1073.an estimated accuracy of +/- 6 seconds.
 FF1073
 FF1073.The orthometric height was determined by differential leveling
 FF1073.and adjusted by the National Geodetic Survey in June 1991..
 FF1073
 FF1073.The geoid height was determined by GEOID03.
 FF1073
 FF1073.The dynamic height is computed by dividing the NAVD 88
 FF1073.geopotential number by the normal gravity value computed on the
 FF1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1073.degrees latitude (g = 980.6199 gals.).
 FF1073
 FF1073.The modeled gravity was interpolated from observed gravity values.
 FF1073
 FF1073;                    North         East    Units  Estimated Accuracy
 FF1073;SPC AR N     -   103,150.      571,540.      MT  (+/- 180 meters Scaled)
 FF1073
 FF1073                          SUPERSEDED SURVEY CONTROL
 FF1073
 FF1073  NGVD 29 (??/??/??)   70.553  (m)          231.47   (f) ADJUSTED    1 1
 FF1073
 FF1073.Superseded values are not recommended for survey control.
 FF1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1073.See file dsdata.txt to determine how the superseded data were derived.
 FF1073
 FF1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV625043(NAD 83)
 FF1073_MARKER: DB = BENCH MARK DISK
 FF1073_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1073+WITH SETTING: INTO GROUND
 FF1073_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 FF1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1073+STABILITY: SURFACE MOTION
 FF1073
 FF1073  HISTORY     - Date     Condition        Report By
 FF1073  HISTORY     - 1976     MONUMENTED       NGS
 FF1073
 FF1073                          STATION DESCRIPTION
 FF1073
 FF1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1073'8.3 MI NORTH FROM WEST MEMPHIS.
 FF1073'8.3 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1073'HIGHWAY 55 AT WEST MEMPHIS, 119 FEET SOUTH OF THE CENTER OF LEVEE,
 FF1073'99 FEET SOUTH OF MILEPOST 142/143, 77 FEET WEST OF A WIRE FENCE,
 FF1073'AND ABOUT 4 MILES NORTH OF MOUND CITY.
 FF1073'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 24
 FF1073'FEET.  ABOUT LEVEL WITH THE GROUND.  2 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1027 ***********************************************************************
 FF1027  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1027  DESIGNATION -  H 218
 FF1027  PID         -  FF1027
 FF1027  STATE/COUNTY-  AR/CRITTENDEN
 FF1027  USGS QUAD   -  EDMONDSON (1981)
 FF1027
 FF1027                         *CURRENT SURVEY CONTROL
 FF1027  ___________________________________________________________________
 FF1027* NAD 83(1997)-  35 01 02.26883(N)    090 19 36.25387(W)     ADJUSTED  
 FF1027* NAVD 88     -        71.43   (meters)     234.3    (feet)  GPS OBS   
 FF1027  ___________________________________________________________________
 FF1027  X           -     -29,821.007 (meters)                     COMP
 FF1027  Y           -  -5,229,277.185 (meters)                     COMP
 FF1027  Z           -   3,639,464.048 (meters)                     COMP
 FF1027  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 FF1027  ELLIP HEIGHT-          44.28  (meters)          (05/31/05) GPS OBS
 FF1027  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF1027  DYNAMIC HT  -          71.37  (meters)     234.2   (feet)  COMP
 FF1027  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 FF1027
 FF1027  HORZ ORDER  -  FIRST
 FF1027  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF1027  ELLP ORDER  -  FOURTH    CLASS II
 FF1027
 FF1027.The horizontal coordinates were established by GPS observations
 FF1027.and adjusted by the National Geodetic Survey in May 2005..
 FF1027
 FF1027.The orthometric height was determined by GPS observations and a
 FF1027.high-resolution geoid model using precise GPS observation and
 FF1027.processing techniques. It supersedes the leveled height previously
 FF1027.determined for this station.
 FF1027.The vertical order pertains to the first NAVD 88 superseded value.
 FF1027
 FF1027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1027
 FF1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1027
 FF1027.The ellipsoidal height was determined by GPS observations
 FF1027.and is referenced to NAD 83.
 FF1027
 FF1027.The geoid height was determined by GEOID03.
 FF1027
 FF1027.The dynamic height is computed by dividing the NAVD 88
 FF1027.geopotential number by the normal gravity value computed on the
 FF1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1027.degrees latitude (g = 980.6199 gals.).
 FF1027
 FF1027.The modeled gravity was interpolated from observed gravity values.
 FF1027
 FF1027;                    North         East     Units Scale Factor Converg.
 FF1027;SPC AR N     -    77,177.873   552,707.240   MT  0.99998455   +0 58 25.2
 FF1027;SPC AR N     -   253,207.74  1,813,340.34   sFT  0.99998455   +0 58 25.2
 FF1027;UTM  15      - 3,878,227.850   743,918.777   MT  1.00033333   +1 32 05.1
 FF1027
 FF1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1027!SPC AR N     -   0.99999305  x   0.99998455  =   0.99997760
 FF1027!UTM  15      -   0.99999305  x   1.00033333  =   1.00032638
 FF1027
 FF1027                          SUPERSEDED SURVEY CONTROL
 FF1027
 FF1027  NAVD 88 (06/15/91)   71.498  (m)          234.57   (f) ADJUSTED    1 2
 FF1027  NGVD 29 (??/??/??)   71.502  (m)          234.59   (f) ADJUSTED    1 2
 FF1027
 FF1027.Superseded values are not recommended for survey control.
 FF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1027.See file dsdata.txt to determine how the superseded data were derived.
 FF1027
 FF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4391978228(NAD 83)
 FF1027_MARKER: DB = BENCH MARK DISK
 FF1027_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1027+WITH SETTING: INTO GROUND
 FF1027_SP_SET: METAL ROD WITH BASE PLATE
 FF1027_STAMPING: H 218 1976
 FF1027_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1027+STABILITY: SURFACE MOTION
 FF1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1027+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 FF1027
 FF1027  HISTORY     - Date     Condition        Report By
 FF1027  HISTORY     - 1976     MONUMENTED       NGS
 FF1027  HISTORY     - 20000715 GOOD             USGS
 FF1027  HISTORY     - 20030723 GOOD             EMCINC
 FF1027
 FF1027                          STATION DESCRIPTION
 FF1027
 FF1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1027'18.4 MI SOUTH FROM WEST MEMPHIS.
 FF1027'18.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1027'HIGHWAY 55 AT WEST MEMPHIS, ALSO 0.6 MILE SOUTHEAST OF 96 CORNER,
 FF1027'2 FEET NORTHEAST OF MILEPOST 169/170, AND 17 FEET WEST OF THE CENTER
 FF1027'LINE OF THE LEVEE.  A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET
 FF1027'TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET SOUTH OF A
 FF1027'WITNESS POST.
 FF1027
 FF1027                          STATION RECOVERY (2000)
 FF1027
 FF1027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (KC)
 FF1027'RECOVERED AS DESCRIBED.
 FF1027
 FF1027                          STATION RECOVERY (2003)
 FF1027
 FF1027'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF1027'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0215 ***********************************************************************
 EH0215  DESIGNATION -  H 219
 EH0215  PID         -  EH0215
 EH0215  STATE/COUNTY-  AR/LEE
 EH0215  USGS QUAD   -  COUNCIL (1991)
 EH0215
 EH0215                         *CURRENT SURVEY CONTROL
 EH0215  ___________________________________________________________________
 EH0215* NAD 83(1997)-  34 52 09.90262(N)    090 25 42.14022(W)     ADJUSTED  
 EH0215* NAVD 88     -        66.531  (meters)     218.28   (feet)  ADJUSTED  
 EH0215  ___________________________________________________________________
 EH0215  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 EH0215  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EH0215  DYNAMIC HT  -          66.469 (meters)     218.07  (feet)  COMP
 EH0215  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 EH0215
 EH0215  HORZ ORDER  -  SECOND
 EH0215  VERT ORDER  -  FIRST     CLASS II
 EH0215
 EH0215.The horizontal coordinates were established by classical geodetic methods
 EH0215.and adjusted by the National Geodetic Survey in September 1999..
 EH0215
 EH0215.The orthometric height was determined by differential leveling
 EH0215.and adjusted by the National Geodetic Survey in June 1991..
 EH0215
 EH0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0215
 EH0215.The geoid height was determined by GEOID03.
 EH0215
 EH0215.The dynamic height is computed by dividing the NAVD 88
 EH0215.geopotential number by the normal gravity value computed on the
 EH0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0215.degrees latitude (g = 980.6199 gals.).
 EH0215
 EH0215.The modeled gravity was interpolated from observed gravity values.
 EH0215
 EH0215;                    North         East     Units Scale Factor Converg.
 EH0215;SPC AR S     -   645,425.967   543,696.451   MT  1.00002453   +0 52 46.7
 EH0215;SPC AR S     - 2,117,535.03  1,783,777.44   sFT  1.00002453   +0 52 46.7
 EH0215;SPC MS W     -   595,391.222   691,310.741   MT  0.99995093   -0 03 15.6
 EH0215;SPC MS W     - 1,953,379.37  2,268,075.32   sFT  0.99995093   -0 03 15.6
 EH0215;UTM  15      - 3,861,579.211   735,065.031   MT  1.00028107   +1 28 15.2
 EH0215
 EH0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0215!SPC AR S     -   0.99999380  x   1.00002453  =   1.00001833
 EH0215!SPC MS W     -   0.99999380  x   0.99995093  =   0.99994473
 EH0215!UTM  15      -   0.99999380  x   1.00028107  =   1.00027487
 EH0215
 EH0215                          SUPERSEDED SURVEY CONTROL
 EH0215
 EH0215  NAD 83(1997)-  34 52 09.90259(N)    090 25 42.13996(W) AD(       ) 2
 EH0215  NAD 83(1997)-  34 52 09.90275(N)    090 25 42.13957(W) AD(       ) 2
 EH0215  NAD 83(1986)-  34 52 09.91173(N)    090 25 42.14109(W) AD(       ) 2
 EH0215  NAD 27      -  34 52 09.56316(N)    090 25 41.77505(W) AD(       ) 2
 EH0215  NGVD 29 (??/??/??)   66.553  (m)          218.35   (f) ADJUSTED    1 2
 EH0215
 EH0215.Superseded values are not recommended for survey control.
 EH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0215.See file dsdata.txt to determine how the superseded data were derived.
 EH0215
 EH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3506561579(NAD 83)
 EH0215_MARKER: DB = BENCH MARK DISK
 EH0215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0215_SP_SET: 4 FEET
 EH0215_STAMPING: H 219 1976
 EH0215_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0215+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0215
 EH0215  HISTORY     - Date     Condition        Report By
 EH0215  HISTORY     - 1976     MONUMENTED       NGS
 EH0215  HISTORY     - 1979     GOOD             NGS
 EH0215  HISTORY     - 20030318 GOOD             USACE
 EH0215
 EH0215                          STATION DESCRIPTION
 EH0215
 EH0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0215'17.0 MI NE FROM WHITEHALL.
 EH0215'17.0 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0215'AT WHITEHALL, 55 FEET WEST OF A FENCE AT THE TOE OF THE LEVEE, 21 FEET
 EH0215'EAST OF THE CENTER LINE OF THE LEVEE, 4 FEET SOUTH OF A FENCE CROSSING
 EH0215'THE LEVEE, AND 2 FEET SOUTH OF MILEPOST 188/189.  A DISK ON TOP OF A
 EH0215'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0215'PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT EAST OF A WITNESS
 EH0215'POST.
 EH0215
 EH0215                          STATION RECOVERY (1979)
 EH0215
 EH0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH0215'THE STATION IS LOCATED ABOUT 9.65 KILOMETERS (6 MI)
 EH0215'SOUTH-SOUTHEAST OF HUGHES, 4.83 KILOMETERS (3 MI)
 EH0215'EAST OF COUNCIL LAKE AND ATOP THE WEST LEVEE OF THE
 EH0215'MISSISSIPPI RIVER.  PERMISSION TO USE THE STATION WAS
 EH0215'OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 EH0215'ST FRANCIS LEVEE DISTRICT OF ARKANSAS, P.O. BOX 308,
 EH0215'WEST MEMPHIS, AR 72301.
 EH0215'TELEPHONE NUMBER 501-735-1062.
 EH0215'
 EH0215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH0215'38 AND 149 IN HUGHES, GO EAST AND SOUTH ON STATE HIGHWAY 38
 EH0215'FOR 2.75 MILES (4.43 KM) TO A FORK AT SIGN (EDS CAMP).
 EH0215'TAKE THE RIGHT FORK AND GO SOUTH ON A GRAVELED ROAD FOR
 EH0215'2.35 MILES (3.78 KM) TO A T-JUNCTION.  TURN LEFT AND GO
 EH0215'SOUTHERLY FOR 0.4 MILE (0.64 KM) TO A FORK.  TURN LEFT AND
 EH0215'GO SOUTHEAST ALONG THE TOP OF THE LEVEE FOR 2.35 MILES
 EH0215'(3.78 KM) TO THE STATION ON THE LEFT.
 EH0215'
 EH0215'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0215'STAMPED---H 219 1976---,
 EH0215'CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A 4-INCH
 EH0215'PVC PIPE WITH A CAP FLUSH WITH THE GROUND.
 EH0215'IT IS LOCATED
 EH0215'6.4 METERS EAST FROM THE CENTER OF THE LEVEE ROAD,
 EH0215'0.60 METER SOUTH FROM MILEPOST 188/189, AND
 EH0215'0.34 METER EAST FROM A METAL WITNESS POST.
 EH0215'
 EH0215'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH0215
 EH0215                          STATION RECOVERY (2003)
 EH0215
 EH0215'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0006 ***********************************************************************
 DM0006  DESIGNATION -  H 22
 DM0006  PID         -  DM0006
 DM0006  STATE/COUNTY-  AR/SEVIER
 DM0006  USGS QUAD   -  HORATIO (1975)
 DM0006
 DM0006                         *CURRENT SURVEY CONTROL
 DM0006  ___________________________________________________________________
 DM0006* NAD 83(1986)-  33 55 33.     (N)    094 22 26.     (W)     SCALED    
 DM0006* NAVD 88     -        93.262  (meters)     305.98   (feet)  ADJUSTED  
 DM0006  ___________________________________________________________________
 DM0006  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DM0006  DYNAMIC HT  -          93.166 (meters)     305.66  (feet)  COMP
 DM0006  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 DM0006
 DM0006  VERT ORDER  -  FIRST     CLASS II
 DM0006
 DM0006.The horizontal coordinates were scaled from a topographic map and have
 DM0006.an estimated accuracy of +/- 6 seconds.
 DM0006
 DM0006.The orthometric height was determined by differential leveling
 DM0006.and adjusted by the National Geodetic Survey in June 1991..
 DM0006
 DM0006.The geoid height was determined by GEOID03.
 DM0006
 DM0006.The dynamic height is computed by dividing the NAVD 88
 DM0006.geopotential number by the normal gravity value computed on the
 DM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0006.degrees latitude (g = 980.6199 gals.).
 DM0006
 DM0006.The modeled gravity was interpolated from observed gravity values.
 DM0006
 DM0006;                    North         East    Units  Estimated Accuracy
 DM0006;SPC AR S     -   542,200.      180,540.      MT  (+/- 180 meters Scaled)
 DM0006
 DM0006                          SUPERSEDED SURVEY CONTROL
 DM0006
 DM0006  NGVD 29 (??/??/92)   93.244  (m)          305.92   (f) ADJ UNCH    1 2
 DM0006
 DM0006.Superseded values are not recommended for survey control.
 DM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0006.See file dsdata.txt to determine how the superseded data were derived.
 DM0006
 DM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT730547(NAD 83)
 DM0006_MARKER: DB = BENCH MARK DISK
 DM0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0006+STABILITY: SURFACE MOTION
 DM0006
 DM0006  HISTORY     - Date     Condition        Report By
 DM0006  HISTORY     - UNK      MONUMENTED       CGS
 DM0006  HISTORY     - 1932     GOOD             NGS
 DM0006  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0006  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0006
 DM0006                          STATION DESCRIPTION
 DM0006
 DM0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0006'1.2 MI S FROM HORATIO.
 DM0006'LOCATED AT NEAL SPRINGS.  92 FEET WEST OF THE PASSENGER TRACK THROUGH
 DM0006'HORATION.  575 FEET NORTH OF THE WATER TANK.
 DM0006
 DM0006                          STATION RECOVERY (1962)
 DM0006
 DM0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0006'MARK NOT FOUND.
 DM0006
 DM0006                          STATION RECOVERY (1985)
 DM0006
 DM0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0006'NOT RECOVERED, RAILROAD STATION IS GONE, POSSIBLY TAKEN OUT BY
 DM0006'RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0708 ***********************************************************************
 EH0708  DESIGNATION -  H 220
 EH0708  PID         -  EH0708
 EH0708  STATE/COUNTY-  AR/PHILLIPS
 EH0708  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0708
 EH0708                         *CURRENT SURVEY CONTROL
 EH0708  ___________________________________________________________________
 EH0708* NAD 83(1986)-  34 24 28.     (N)    090 37 56.     (W)     SCALED    
 EH0708* NAVD 88     -        61.954  (meters)     203.26   (feet)  ADJUSTED  
 EH0708  ___________________________________________________________________
 EH0708  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0708  DYNAMIC HT  -          61.894 (meters)     203.06  (feet)  COMP
 EH0708  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 EH0708
 EH0708  VERT ORDER  -  FIRST     CLASS II
 EH0708
 EH0708.The horizontal coordinates were scaled from a topographic map and have
 EH0708.an estimated accuracy of +/- 6 seconds.
 EH0708
 EH0708.The orthometric height was determined by differential leveling
 EH0708.and adjusted by the National Geodetic Survey in June 1991..
 EH0708.WARNING-Repeat measurements at this control monument indicate possible
 EH0708.vertical movement.
 EH0708
 EH0708.The geoid height was determined by GEOID03.
 EH0708
 EH0708.The dynamic height is computed by dividing the NAVD 88
 EH0708.geopotential number by the normal gravity value computed on the
 EH0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0708.degrees latitude (g = 980.6199 gals.).
 EH0708
 EH0708.The modeled gravity was interpolated from observed gravity values.
 EH0708
 EH0708;                    North         East    Units  Estimated Accuracy
 EH0708;SPC AR S     -   593,950.      525,740.      MT  (+/- 180 meters Scaled)
 EH0708
 EH0708                          SUPERSEDED SURVEY CONTROL
 EH0708
 EH0708  NGVD 29 (??/??/??)   61.993  (m)          203.39   (f) ADJUSTED    1 2
 EH0708
 EH0708.Superseded values are not recommended for survey control.
 EH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0708.See file dsdata.txt to determine how the superseded data were derived.
 EH0708
 EH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU176099(NAD 83)
 EH0708_MARKER: DB = BENCH MARK DISK
 EH0708_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0708+WITH SETTING: INTO GROUND
 EH0708_STAMPING: H 220 1976
 EH0708_MARK LOGO: NGS   
 EH0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0708+STABILITY: SURFACE MOTION
 EH0708
 EH0708  HISTORY     - Date     Condition        Report By
 EH0708  HISTORY     - 1976     MONUMENTED       NGS
 EH0708  HISTORY     - 1985     GOOD             NGS
 EH0708  HISTORY     - 20030331 MARK NOT FOUND   USACE
 EH0708
 EH0708                          STATION DESCRIPTION
 EH0708
 EH0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0708'10.2 MI S FROM HELENA.
 EH0708'10.2 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0708'HELENA, 18 FEET NORTH OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT
 EH0708'SOUTHEAST OF MILEPOST 11/12.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH0708'ROAD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  1
 EH0708'FOOT BELOW LEVEE.  1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0708
 EH0708                          STATION RECOVERY (1985)
 EH0708
 EH0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0708'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0708
 EH0708                          STATION RECOVERY (2003)
 EH0708
 EH0708'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0743 ***********************************************************************
 EH0743  DESIGNATION -  H 221
 EH0743  PID         -  EH0743
 EH0743  STATE/COUNTY-  AR/PHILLIPS
 EH0743  USGS QUAD   -  MELLWOOD (1982)
 EH0743
 EH0743                         *CURRENT SURVEY CONTROL
 EH0743  ___________________________________________________________________
 EH0743* NAD 83(1986)-  34 14 30.     (N)    090 56 20.     (W)     SCALED    
 EH0743* NAVD 88     -        58.133  (meters)     190.72   (feet)  ADJUSTED  
 EH0743  ___________________________________________________________________
 EH0743  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EH0743  DYNAMIC HT  -          58.076 (meters)     190.54  (feet)  COMP
 EH0743  MODELED GRAV-     979,650.1   (mgal)                       NAVD 88
 EH0743
 EH0743  VERT ORDER  -  FIRST     CLASS II
 EH0743
 EH0743.The horizontal coordinates were scaled from a topographic map and have
 EH0743.an estimated accuracy of +/- 6 seconds.
 EH0743
 EH0743.The orthometric height was determined by differential leveling
 EH0743.and adjusted by the National Geodetic Survey in June 1991..
 EH0743
 EH0743.The geoid height was determined by GEOID03.
 EH0743
 EH0743.The dynamic height is computed by dividing the NAVD 88
 EH0743.geopotential number by the normal gravity value computed on the
 EH0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0743.degrees latitude (g = 980.6199 gals.).
 EH0743
 EH0743.The modeled gravity was interpolated from observed gravity values.
 EH0743
 EH0743;                    North         East    Units  Estimated Accuracy
 EH0743;SPC AR S     -   575,190.      497,740.      MT  (+/- 180 meters Scaled)
 EH0743
 EH0743                          SUPERSEDED SURVEY CONTROL
 EH0743
 EH0743  NGVD 29 (??/??/??)   58.191  (m)          190.91   (f) ADJUSTED    1 2
 EH0743
 EH0743.Superseded values are not recommended for survey control.
 EH0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0743.See file dsdata.txt to determine how the superseded data were derived.
 EH0743
 EH0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT898908(NAD 83)
 EH0743_MARKER: DB = BENCH MARK DISK
 EH0743_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0743+WITH SETTING: INTO GROUND
 EH0743_STAMPING: H 221 1976
 EH0743_MARK LOGO: NGS   
 EH0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0743+STABILITY: SURFACE MOTION
 EH0743
 EH0743  HISTORY     - Date     Condition        Report By
 EH0743  HISTORY     - 1976     MONUMENTED       NGS
 EH0743  HISTORY     - 1985     GOOD             NGS
 EH0743  HISTORY     - 20030401 MARK NOT FOUND   USACE
 EH0743
 EH0743                          STATION DESCRIPTION
 EH0743
 EH0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0743'1.65 MI N FROM MELLWOOD.
 EH0743'1.65 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0743'MELLWOOD, 34 FEET EAST OF MILEPOST 38/39, AND 13 FEET EAST OF THE
 EH0743'CENTER LINE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 EH0743'TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. 1 FOOT
 EH0743'BELOW LEVEE 1 FOOT NORTHEAST OF A WITNESS POST.
 EH0743
 EH0743                          STATION RECOVERY (1985)
 EH0743
 EH0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0743'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0743
 EH0743                          STATION RECOVERY (2003)
 EH0743
 EH0743'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0981 ***********************************************************************
 EH0981  DESIGNATION -  H 222
 EH0981  PID         -  EH0981
 EH0981  STATE/COUNTY-  AR/LEE
 EH0981  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0981
 EH0981                         *CURRENT SURVEY CONTROL
 EH0981  ___________________________________________________________________
 EH0981* NAD 83(1986)-  34 42 33.     (N)    090 36 08.     (W)     SCALED    
 EH0981* NAVD 88     -        64.356  (meters)     211.14   (feet)  ADJUSTED  
 EH0981  ___________________________________________________________________
 EH0981  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0981  DYNAMIC HT  -          64.296 (meters)     210.94  (feet)  COMP
 EH0981  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 EH0981
 EH0981  VERT ORDER  -  FIRST     CLASS II
 EH0981
 EH0981.The horizontal coordinates were scaled from a topographic map and have
 EH0981.an estimated accuracy of +/- 6 seconds.
 EH0981
 EH0981.The orthometric height was determined by differential leveling
 EH0981.and adjusted by the National Geodetic Survey in June 1991..
 EH0981
 EH0981.The geoid height was determined by GEOID03.
 EH0981
 EH0981.The dynamic height is computed by dividing the NAVD 88
 EH0981.geopotential number by the normal gravity value computed on the
 EH0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0981.degrees latitude (g = 980.6199 gals.).
 EH0981
 EH0981.The modeled gravity was interpolated from observed gravity values.
 EH0981
 EH0981;                    North         East    Units  Estimated Accuracy
 EH0981;SPC AR S     -   627,420.      528,050.      MT  (+/- 180 meters Scaled)
 EH0981
 EH0981                          SUPERSEDED SURVEY CONTROL
 EH0981
 EH0981  NGVD 29 (??/??/??)   64.385  (m)          211.24   (f) ADJUSTED    1 2
 EH0981
 EH0981.Superseded values are not recommended for survey control.
 EH0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0981.See file dsdata.txt to determine how the superseded data were derived.
 EH0981
 EH0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU195434(NAD 83)
 EH0981_MARKER: DB = BENCH MARK DISK
 EH0981_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0981_SP_SET: 104 FT.
 EH0981_STAMPING: H 222 1976
 EH0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0981+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0981
 EH0981  HISTORY     - Date     Condition        Report By
 EH0981  HISTORY     - 1976     MONUMENTED       NGS
 EH0981  HISTORY     - 20030318 GOOD             USACE
 EH0981
 EH0981                          STATION DESCRIPTION
 EH0981
 EH0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0981'5.9 MI S FROM WHITEHALL.
 EH0981'5.9 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0981'WHITEHALL, 98 FEET EAST OF A FENCE AT THE TOE OF THE LEVEE, 17 FEET
 EH0981'WEST OF THE CENTER LINE OF THE LEVEE, AND 3 FEET NORTHEAST OF MILEPOST
 EH0981'211/212.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 104
 EH0981'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0981'FOOT SOUTH OF A WITNESS POST.
 EH0981
 EH0981                          STATION RECOVERY (2003)
 EH0981
 EH0981'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0773 ***********************************************************************
 EH0773  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0773  DESIGNATION -  H 223
 EH0773  PID         -  EH0773
 EH0773  STATE/COUNTY-  AR/DESHA
 EH0773  USGS QUAD   -  LACONIA (1982)
 EH0773
 EH0773                         *CURRENT SURVEY CONTROL
 EH0773  ___________________________________________________________________
 EH0773* NAD 83(1997)-  34 02 15.18208(N)    090 56 57.19219(W)     ADJUSTED  
 EH0773* NAVD 88     -        55.11   (meters)     180.8    (feet)  GPS OBS   
 EH0773  ___________________________________________________________________
 EH0773  X           -     -87,651.268 (meters)                     COMP
 EH0773  Y           -  -5,290,225.653 (meters)                     COMP
 EH0773  Z           -   3,549,914.915 (meters)                     COMP
 EH0773  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EH0773  ELLIP HEIGHT-          28.58  (meters)          (04/05/04) GPS OBS
 EH0773  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0773  DYNAMIC HT  -          55.06  (meters)     180.6   (feet)  COMP
 EH0773  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 EH0773
 EH0773  HORZ ORDER  -  B
 EH0773  VERT ORDER  -  THIRD (See Below)
 EH0773  ELLP ORDER  -  FOURTH    CLASS I
 EH0773
 EH0773.The horizontal coordinates were established by GPS observations
 EH0773.and adjusted by the National Geodetic Survey in April 2004..
 EH0773
 EH0773.The orthometric height was determined by GPS observations and a
 EH0773.high-resolution geoid model using precise GPS observation and
 EH0773.processing techniques. It supersedes the leveled height previously
 EH0773.determined for this station.
 EH0773.The vertical order pertains to the first NAVD 88 superseded value.
 EH0773
 EH0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0773
 EH0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0773
 EH0773.The ellipsoidal height was determined by GPS observations
 EH0773.and is referenced to NAD 83.
 EH0773
 EH0773.The geoid height was determined by GEOID03.
 EH0773
 EH0773.The dynamic height is computed by dividing the NAVD 88
 EH0773.geopotential number by the normal gravity value computed on the
 EH0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0773.degrees latitude (g = 980.6199 gals.).
 EH0773
 EH0773.The modeled gravity was interpolated from observed gravity values.
 EH0773
 EH0773;                    North         East     Units Scale Factor Converg.
 EH0773;SPC AR S     -   552,545.617   497,023.729   MT  0.99991847   +0 35 17.2
 EH0773;SPC AR S     - 1,812,810.08  1,630,652.02   sFT  0.99991847   +0 35 17.2
 EH0773;UTM  15      - 3,768,216.449   689,316.925   MT  1.00004183   +1 08 53.7
 EH0773
 EH0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0773!SPC AR S     -   0.99999551  x   0.99991847  =   0.99991398
 EH0773!UTM  15      -   0.99999551  x   1.00004183  =   1.00003734
 EH0773
 EH0773                          SUPERSEDED SURVEY CONTROL
 EH0773
 EH0773  NAVD 88 (06/15/91)   55.099  (m)          180.77   (f) ADJUSTED    1 2
 EH0773  NGVD 29 (??/??/??)   55.143  (m)          180.91   (f) ADJUSTED    1 2
 EH0773
 EH0773.Superseded values are not recommended for survey control.
 EH0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0773.See file dsdata.txt to determine how the superseded data were derived.
 EH0773
 EH0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8931768216(NAD 83)
 EH0773_MARKER: DB = BENCH MARK DISK
 EH0773_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0773_SP_SET: 104 FT.
 EH0773_STAMPING: H 223 1976
 EH0773_MARK LOGO: NGS   
 EH0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0773+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2002
 EH0773
 EH0773  HISTORY     - Date     Condition        Report By
 EH0773  HISTORY     - 1976     MONUMENTED       NGS
 EH0773  HISTORY     - 1985     GOOD             NGS
 EH0773  HISTORY     - 20001011 GOOD             USE
 EH0773  HISTORY     - 20010619 GOOD             USACE
 EH0773  HISTORY     - 20020406 GOOD             USACE
 EH0773
 EH0773                          STATION DESCRIPTION
 EH0773
 EH0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0773'17.2 MI S FROM MELLWOOD.
 EH0773'17.2 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0773'MELLWOOD, 17 FEET NORTHWEST OF THE CENTER OF LEVEE, AND 2 FEET
 EH0773'SOUTHWEST OF MILEPOST 56/57.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH0773'ROD TO A DEPTH OF 104 FEET ENCASED IN A PIPE PROJECTING -2 INCHES.  2
 EH0773'FEET BELOW LEVEE 1 FOOT NORTHEAST OF A WITNESS POST.
 EH0773
 EH0773                          STATION RECOVERY (1985)
 EH0773
 EH0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0773'RECOVERED IN GOOD CONDITION.
 EH0773
 EH0773                          STATION RECOVERY (2000)
 EH0773
 EH0773'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0773'RECOVERED IN GOOD CONDITION.
 EH0773
 EH0773                          STATION RECOVERY (2001)
 EH0773
 EH0773'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 EH0773'MARK WAS RECOVERED IN GOOD CONDITION.
 EH0773
 EH0773                          STATION RECOVERY (2002)
 EH0773
 EH0773'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0777 ***********************************************************************
 EH0777  DESIGNATION -  H 224
 EH0777  PID         -  EH0777
 EH0777  STATE/COUNTY-  AR/PHILLIPS
 EH0777  USGS QUAD   -  WATKINS CORNER (1982)
 EH0777
 EH0777                         *CURRENT SURVEY CONTROL
 EH0777  ___________________________________________________________________
 EH0777* NAD 83(1986)-  34 28 08.     (N)    090 59 06.     (W)     SCALED    
 EH0777* NAVD 88     -        52.749  (meters)     173.06   (feet)  ADJUSTED  
 EH0777  ___________________________________________________________________
 EH0777  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0777  DYNAMIC HT  -          52.698 (meters)     172.89  (feet)  COMP
 EH0777  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 EH0777
 EH0777  VERT ORDER  -  FIRST     CLASS II
 EH0777
 EH0777.The horizontal coordinates were scaled from a topographic map and have
 EH0777.an estimated accuracy of +/- 6 seconds.
 EH0777
 EH0777.The orthometric height was determined by differential leveling
 EH0777.and adjusted by the National Geodetic Survey in August 1993..
 EH0777
 EH0777.The geoid height was determined by GEOID03.
 EH0777
 EH0777.The dynamic height is computed by dividing the NAVD 88
 EH0777.geopotential number by the normal gravity value computed on the
 EH0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0777.degrees latitude (g = 980.6199 gals.).
 EH0777
 EH0777.The modeled gravity was interpolated from observed gravity values.
 EH0777
 EH0777;                    North         East    Units  Estimated Accuracy
 EH0777;SPC AR S     -   600,350.      493,250.      MT  (+/- 180 meters Scaled)
 EH0777
 EH0777                          SUPERSEDED SURVEY CONTROL
 EH0777
 EH0777  NAVD 88 (06/15/91)   52.739  (m)          173.03   (f) UNKNOWN     1 2
 EH0777  NGVD 29 (??/??/??)   52.780  (m)          173.16   (f) ADJUSTED    1 2
 EH0777
 EH0777.Superseded values are not recommended for survey control.
 EH0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0777.See file dsdata.txt to determine how the superseded data were derived.
 EH0777
 EH0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU850159(NAD 83)
 EH0777_MARKER: DB = BENCH MARK DISK
 EH0777_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0777+WITH SETTING: INTO GROUND
 EH0777_STAMPING: H 224 1976
 EH0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0777+STABILITY: SURFACE MOTION
 EH0777
 EH0777  HISTORY     - Date     Condition        Report By
 EH0777  HISTORY     - 1976     MONUMENTED       NGS
 EH0777  HISTORY     - 20020330 MARK NOT FOUND   USACE
 EH0777
 EH0777                          STATION DESCRIPTION
 EH0777
 EH0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0777'7.1 MI SW FROM MARVELL.
 EH0777'7.1 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH0777'MISSOURIA AND PACIFIC RAILROAD AT MARVELL, 39 FEET EAST OF THE CENTER
 EH0777'LINE OF HIGHWAY, 55 FEET NORTHEAST OF A POWERLINE POLE, AND 1 FOOT
 EH0777'SOUTH OF A FENCE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0777'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  3 FEET BELOW
 EH0777'HIGHWAY 4 FEET EAST OF A WITNESS POST.
 EH0777
 EH0777                          STATION RECOVERY (2002)
 EH0777
 EH0777'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1496 ***********************************************************************
 EH1496  DESIGNATION -  H 225
 EH1496  PID         -  EH1496
 EH1496  STATE/COUNTY-  AR/ARKANSAS
 EH1496  USGS QUAD   -  ETHEL (1967)
 EH1496
 EH1496                         *CURRENT SURVEY CONTROL
 EH1496  ___________________________________________________________________
 EH1496* NAD 83(1986)-  34 22 12.     (N)    091 13 24.     (W)     SCALED    
 EH1496* NAVD 88     -        57.963  (meters)     190.17   (feet)  ADJUSTED  
 EH1496  ___________________________________________________________________
 EH1496  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH1496  DYNAMIC HT  -          57.907 (meters)     189.98  (feet)  COMP
 EH1496  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EH1496
 EH1496  VERT ORDER  -  FIRST     CLASS II
 EH1496
 EH1496.The horizontal coordinates were scaled from a topographic map and have
 EH1496.an estimated accuracy of +/- 6 seconds.
 EH1496
 EH1496.The orthometric height was determined by differential leveling
 EH1496.and adjusted by the National Geodetic Survey in August 1993..
 EH1496
 EH1496.The geoid height was determined by GEOID03.
 EH1496
 EH1496.The dynamic height is computed by dividing the NAVD 88
 EH1496.geopotential number by the normal gravity value computed on the
 EH1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1496.degrees latitude (g = 980.6199 gals.).
 EH1496
 EH1496.The modeled gravity was interpolated from observed gravity values.
 EH1496
 EH1496;                    North         East    Units  Estimated Accuracy
 EH1496;SPC AR S     -   589,190.      471,430.      MT  (+/- 180 meters Scaled)
 EH1496
 EH1496                          SUPERSEDED SURVEY CONTROL
 EH1496
 EH1496  NAVD 88 (06/15/91)   57.933  (m)          190.07   (f) UNKNOWN     1 2
 EH1496  NGVD 29 (??/??/??)   57.986  (m)          190.24   (f) ADJUSTED    1 2
 EH1496
 EH1496.Superseded values are not recommended for survey control.
 EH1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1496.See file dsdata.txt to determine how the superseded data were derived.
 EH1496
 EH1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU633046(NAD 83)
 EH1496_MARKER: DB = BENCH MARK DISK
 EH1496_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1496+WITH SETTING: INTO GROUND
 EH1496_STAMPING: H 225 1976
 EH1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1496+STABILITY: SURFACE MOTION
 EH1496
 EH1496  HISTORY     - Date     Condition        Report By
 EH1496  HISTORY     - 1976     MONUMENTED       NGS
 EH1496  HISTORY     - 1987     GOOD             USPSQD
 EH1496  HISTORY     - 20030408 MARK NOT FOUND   USACE
 EH1496
 EH1496                          STATION DESCRIPTION
 EH1496
 EH1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1496'5.65 MI W FROM ST CHARLES.
 EH1496'5.65 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST
 EH1496'STREET AT ST. CHARLES, AT THE JUNCTION OF STATE HIGHWAY 153, 107 FEET
 EH1496'EAST OF THE CENTERLINE OF HIGHWAY 153, 60 FEET NORTH OF THE CENTERLINE
 EH1496'OF THE HIGHWAY, 4 FEET EAST OF A POWER LINE POLE, AND 2.3 FEET WEST OF
 EH1496'A SECTION CORNER POST.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO
 EH1496'A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +3 INCHES. 2 FEET BELOW
 EH1496'HIGHWAY 4 FEET WEST OF A WITNESS POST.
 EH1496
 EH1496                          STATION RECOVERY (1987)
 EH1496
 EH1496'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1496'RECOVERED IN GOOD CONDITION.
 EH1496
 EH1496                          STATION RECOVERY (2003)
 EH1496
 EH1496'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1291 ***********************************************************************
 EH1291  DESIGNATION -  H 226
 EH1291  PID         -  EH1291
 EH1291  STATE/COUNTY-  AR/ARKANSAS
 EH1291  USGS QUAD   -  GILLETT (1972)
 EH1291
 EH1291                         *CURRENT SURVEY CONTROL
 EH1291  ___________________________________________________________________
 EH1291* NAD 83(1986)-  34 00 31.     (N)    091 23 02.     (W)     SCALED    
 EH1291* NAVD 88     -        50.773  (meters)     166.58   (feet)  ADJUSTED  
 EH1291  ___________________________________________________________________
 EH1291  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EH1291  DYNAMIC HT  -          50.723 (meters)     166.41  (feet)  COMP
 EH1291  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EH1291
 EH1291  VERT ORDER  -  FIRST     CLASS II
 EH1291
 EH1291.The horizontal coordinates were scaled from a topographic map and have
 EH1291.an estimated accuracy of +/- 6 seconds.
 EH1291
 EH1291.The orthometric height was determined by differential leveling
 EH1291.and adjusted by the National Geodetic Survey in June 1991..
 EH1291
 EH1291.The geoid height was determined by GEOID03.
 EH1291
 EH1291.The dynamic height is computed by dividing the NAVD 88
 EH1291.geopotential number by the normal gravity value computed on the
 EH1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1291.degrees latitude (g = 980.6199 gals.).
 EH1291
 EH1291.The modeled gravity was interpolated from observed gravity values.
 EH1291
 EH1291;                    North         East    Units  Estimated Accuracy
 EH1291;SPC AR S     -   549,010.      456,910.      MT  (+/- 180 meters Scaled)
 EH1291
 EH1291                          SUPERSEDED SURVEY CONTROL
 EH1291
 EH1291  NGVD 29 (??/??/??)   50.835  (m)          166.78   (f) ADJUSTED    1 2
 EH1291
 EH1291.Superseded values are not recommended for survey control.
 EH1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1291.See file dsdata.txt to determine how the superseded data were derived.
 EH1291
 EH1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT492642(NAD 83)
 EH1291_MARKER: DB = BENCH MARK DISK
 EH1291_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1291+WITH SETTING: INTO GROUND
 EH1291_STAMPING: H 226 1976
 EH1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1291+STABILITY: SURFACE MOTION
 EH1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1291+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003
 EH1291
 EH1291  HISTORY     - Date     Condition        Report By
 EH1291  HISTORY     - 1976     MONUMENTED       NGS
 EH1291  HISTORY     - 20030417 GOOD             USACE
 EH1291
 EH1291                          STATION DESCRIPTION
 EH1291
 EH1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1291'8.0 MI S FROM GILLETT.
 EH1291'8.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE
 EH1291'AVENUE AT GILLETT, 5.9 MILES NORTHWEST OF BACK GATE, 50 FEET SOUTHEAST
 EH1291'OF THE CENTER OF A CATTLE GUARD, 50 FEET EAST OF THE CENTERLINE OF
 EH1291'HIGHWAY, AND 6 FET SOUTH OF A BARBED WIRE FENCE.  A DISK ON TOP OF A
 EH1291'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1291'PROJECTING +1 INCHES.  ABOUT LEVEL WITH HIGHWAY 3 FEET NORTH OF A
 EH1291'WITNESS POST.
 EH1291
 EH1291                          STATION RECOVERY (2003)
 EH1291
 EH1291'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1291'HWY HAS CHANGED TO HWY 165.  MARK IS 97 FT EAST OF CENTERLINE OF HWY
 EH1291'165, OTHER MEASURMENTS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0438 ***********************************************************************
 DL0438  DESIGNATION -  H 23
 DL0438  PID         -  DL0438
 DL0438  STATE/COUNTY-  AR/CLARK
 DL0438  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL0438
 DL0438                         *CURRENT SURVEY CONTROL
 DL0438  ___________________________________________________________________
 DL0438* NAD 83(1986)-  33 56 57.     (N)    093 15 29.     (W)     SCALED    
 DL0438* NAVD 88     -        79.316  (meters)     260.22   (feet)  ADJUSTED  
 DL0438  ___________________________________________________________________
 DL0438  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL0438  DYNAMIC HT  -          79.235 (meters)     259.96  (feet)  COMP
 DL0438  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 DL0438
 DL0438  VERT ORDER  -  SECOND    CLASS 0
 DL0438
 DL0438.The horizontal coordinates were scaled from a topographic map and have
 DL0438.an estimated accuracy of +/- 6 seconds.
 DL0438
 DL0438.The orthometric height was determined by differential leveling
 DL0438.and adjusted by the National Geodetic Survey in June 1991..
 DL0438
 DL0438.The geoid height was determined by GEOID03.
 DL0438
 DL0438.The dynamic height is computed by dividing the NAVD 88
 DL0438.geopotential number by the normal gravity value computed on the
 DL0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0438.degrees latitude (g = 980.6199 gals.).
 DL0438
 DL0438.The modeled gravity was interpolated from observed gravity values.
 DL0438
 DL0438;                    North         East    Units  Estimated Accuracy
 DL0438;SPC AR S     -   542,960.      283,720.      MT  (+/- 180 meters Scaled)
 DL0438
 DL0438                          SUPERSEDED SURVEY CONTROL
 DL0438
 DL0438  NGVD 29 (??/??/92)   79.316  (m)          260.22   (f) ADJ UNCH    2 0
 DL0438
 DL0438.Superseded values are not recommended for survey control.
 DL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0438.See file dsdata.txt to determine how the superseded data were derived.
 DL0438
 DL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT761565(NAD 83)
 DL0438_MARKER: DB = BENCH MARK DISK
 DL0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0438_STAMPING: 260.233 H 23 1932
 DL0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0438+STABILITY: SURFACE MOTION
 DL0438
 DL0438  HISTORY     - Date     Condition        Report By
 DL0438  HISTORY     - 1932     MONUMENTED       CGS
 DL0438  HISTORY     - 1934     MARK NOT FOUND   NGS
 DL0438  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0438
 DL0438                          STATION DESCRIPTION
 DL0438
 DL0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0438'1.9 MI E FROM BURTSELL.
 DL0438'1.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DL0438'BURTSELL, CLARK COUNTY, AT POLE 432+01, 15 FEET NORTH OF THE NORTH
 DL0438'RAIL, AND IN THE CENTER OF THE TOP OF THE NORTH HEADWALL OF AN 8- BY
 DL0438'8-FOOT CONCRETE CULVERT.  A STANDARD DISK, ERRONEOUSLY STAMPED 260.233
 DL0438'H 23 1932.
 DL0438
 DL0438                          STATION RECOVERY (1964)
 DL0438
 DL0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1478 ***********************************************************************
 EJ1478  DESIGNATION -  H 24
 EJ1478  PID         -  EJ1478
 EJ1478  STATE/COUNTY-  AR/MONTGOMERY
 EJ1478  USGS QUAD   -  SIMS (1986)
 EJ1478
 EJ1478                         *CURRENT SURVEY CONTROL
 EJ1478  ___________________________________________________________________
 EJ1478* NAD 83(1986)-  34 38 52.     (N)    093 44 59.     (W)     SCALED    
 EJ1478* NAVD 88     -       241.485  (meters)     792.27   (feet)  ADJUSTED  
 EJ1478  ___________________________________________________________________
 EJ1478  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 EJ1478  DYNAMIC HT  -         241.236 (meters)     791.46  (feet)  COMP
 EJ1478  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 EJ1478
 EJ1478  VERT ORDER  -  SECOND    CLASS 0
 EJ1478
 EJ1478.The horizontal coordinates were scaled from a topographic map and have
 EJ1478.an estimated accuracy of +/- 6 seconds.
 EJ1478
 EJ1478.The orthometric height was determined by differential leveling
 EJ1478.and adjusted by the National Geodetic Survey in June 1991..
 EJ1478
 EJ1478.The geoid height was determined by GEOID03.
 EJ1478
 EJ1478.The dynamic height is computed by dividing the NAVD 88
 EJ1478.geopotential number by the normal gravity value computed on the
 EJ1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1478.degrees latitude (g = 980.6199 gals.).
 EJ1478
 EJ1478.The modeled gravity was interpolated from observed gravity values.
 EJ1478
 EJ1478;                    North         East    Units  Estimated Accuracy
 EJ1478;SPC AR S     -   621,110.      239,600.      MT  (+/- 180 meters Scaled)
 EJ1478
 EJ1478                          SUPERSEDED SURVEY CONTROL
 EJ1478
 EJ1478  NGVD 29 (??/??/92)  241.42   (m)          792.1    (f) COMPUTED    2 0
 EJ1478
 EJ1478.Superseded values are not recommended for survey control.
 EJ1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1478.See file dsdata.txt to determine how the superseded data were derived.
 EJ1478
 EJ1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU312342(NAD 83)
 EJ1478_MARKER: DB = BENCH MARK DISK
 EJ1478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1478_SP_SET: BRIDGE
 EJ1478_STAMPING: 792.052 H 24 1932
 EJ1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1478
 EJ1478  HISTORY     - Date     Condition        Report By
 EJ1478  HISTORY     - 1932     MONUMENTED       CGS
 EJ1478  HISTORY     - 1961     GOOD             NGS
 EJ1478
 EJ1478                          STATION DESCRIPTION
 EJ1478
 EJ1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1478'11 MI NW FROM MOUNT IDA.
 EJ1478'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 270 FROM MOUNT IDA, MONTGOMERY
 EJ1478'COUNTY, AT A 6- BY 30-FOOT CONCRETE BRIDGE OVER ALLEN CREEK, IN THE
 EJ1478'EAST CURB, AND 4 FEET NORTH OF THE SOUTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0927 ***********************************************************************
 DK0927  DESIGNATION -  H 240
 DK0927  PID         -  DK0927
 DK0927  STATE/COUNTY-  AR/DREW
 DK0927  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK0927
 DK0927                         *CURRENT SURVEY CONTROL
 DK0927  ___________________________________________________________________
 DK0927* NAD 83(1986)-  33 42 55.     (N)    091 28 06.     (W)     SCALED    
 DK0927* NAVD 88     -        47.247  (meters)     155.01   (feet)  ADJUSTED  
 DK0927  ___________________________________________________________________
 DK0927  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK0927  DYNAMIC HT  -          47.199 (meters)     154.85  (feet)  COMP
 DK0927  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 DK0927
 DK0927  VERT ORDER  -  FIRST     CLASS II
 DK0927
 DK0927.The horizontal coordinates were scaled from a topographic map and have
 DK0927.an estimated accuracy of +/- 6 seconds.
 DK0927
 DK0927.The orthometric height was determined by differential leveling
 DK0927.and adjusted by the National Geodetic Survey in June 1991..
 DK0927
 DK0927.The geoid height was determined by GEOID03.
 DK0927
 DK0927.The dynamic height is computed by dividing the NAVD 88
 DK0927.geopotential number by the normal gravity value computed on the
 DK0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0927.degrees latitude (g = 980.6199 gals.).
 DK0927
 DK0927.The modeled gravity was interpolated from observed gravity values.
 DK0927
 DK0927;                    North         East    Units  Estimated Accuracy
 DK0927;SPC AR S     -   516,430.      449,280.      MT  (+/- 180 meters Scaled)
 DK0927
 DK0927                          SUPERSEDED SURVEY CONTROL
 DK0927
 DK0927  NGVD 29 (??/??/??)   47.373  (m)          155.42   (f) ADJUSTED    1 2
 DK0927
 DK0927.Superseded values are not recommended for survey control.
 DK0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0927.See file dsdata.txt to determine how the superseded data were derived.
 DK0927
 DK0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT419316(NAD 83)
 DK0927_MARKER: DB = BENCH MARK DISK
 DK0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0927_STAMPING: H 240 1938
 DK0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0927+STABILITY: SURFACE MOTION
 DK0927
 DK0927  HISTORY     - Date     Condition        Report By
 DK0927  HISTORY     - 1938     MONUMENTED       CGS
 DK0927  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0927  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0927
 DK0927                          STATION DESCRIPTION
 DK0927
 DK0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DK0927'1.0 MI NW FROM TILLAR.
 DK0927'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 65 FROM TILLAR, DREW COUNTY, AT
 DK0927'THE EXTENSION TO THE EAST OF THE NORTH SIDE OF THE HIGHWAY PAVEMENT,
 DK0927'AT THE MIDDLE OF A CURVE, 34 FEET SOUTH (NORTHEAST?) OF THE CENTERLINE
 DK0927'OF THE HIGHWAY, IN THE NORTHWEST CORNER OF A CULTIVATED FIELD, BETWEEN
 DK0927'TWO LARGE OAK TREES ABOUT 150 FEET APART, AND 63 FEET WEST OF A FENCE
 DK0927'CORNER.  A STANDARD DISK, STAMPED H 240 1938 AND SET IN THE TOP OF A
 DK0927'CONCRETE POST.
 DK0927
 DK0927                          STATION RECOVERY (1977)
 DK0927
 DK0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0927'MARK NOT FOUND.
 DK0927
 DK0927                          STATION RECOVERY (1977)
 DK0927
 DK0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0784 ***********************************************************************
 FF0784  DESIGNATION -  H 242
 FF0784  PID         -  FF0784
 FF0784  STATE/COUNTY-  AR/POINSETT
 FF0784  USGS QUAD   -  GREENFIELD (1983)
 FF0784
 FF0784                         *CURRENT SURVEY CONTROL
 FF0784  ___________________________________________________________________
 FF0784* NAD 83(1986)-  35 39 51.     (N)    090 42 18.     (W)     SCALED    
 FF0784* NAVD 88     -        74.961  (meters)     245.93   (feet)  ADJUSTED  
 FF0784  ___________________________________________________________________
 FF0784  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FF0784  DYNAMIC HT  -          74.896 (meters)     245.72  (feet)  COMP
 FF0784  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 FF0784
 FF0784  VERT ORDER  -  FIRST     CLASS II
 FF0784
 FF0784.The horizontal coordinates were scaled from a topographic map and have
 FF0784.an estimated accuracy of +/- 6 seconds.
 FF0784
 FF0784.The orthometric height was determined by differential leveling
 FF0784.and adjusted by the National Geodetic Survey in June 1991..
 FF0784.WARNING-Repeat measurements at this control monument indicate possible
 FF0784.vertical movement.
 FF0784
 FF0784.The geoid height was determined by GEOID03.
 FF0784
 FF0784.The dynamic height is computed by dividing the NAVD 88
 FF0784.geopotential number by the normal gravity value computed on the
 FF0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0784.degrees latitude (g = 980.6199 gals.).
 FF0784
 FF0784.The modeled gravity was interpolated from observed gravity values.
 FF0784
 FF0784;                    North         East    Units  Estimated Accuracy
 FF0784;SPC AR N     -   148,420.      517,240.      MT  (+/- 180 meters Scaled)
 FF0784
 FF0784                          SUPERSEDED SURVEY CONTROL
 FF0784
 FF0784  NGVD 29 (??/??/??)   74.893  (m)          245.71   (f) ADJUSTED    1 2
 FF0784
 FF0784.Superseded values are not recommended for survey control.
 FF0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0784.See file dsdata.txt to determine how the superseded data were derived.
 FF0784
 FF0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV077491(NAD 83)
 FF0784_MARKER: DB = BENCH MARK DISK
 FF0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0784_STAMPING: H 242 1938
 FF0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0784+STABILITY: SURFACE MOTION
 FF0784
 FF0784  HISTORY     - Date     Condition        Report By
 FF0784  HISTORY     - 1938     MONUMENTED       CGS
 FF0784  HISTORY     - 1956     GOOD             CGS
 FF0784  HISTORY     - 20020821 POOR             USACE
 FF0784
 FF0784                          STATION DESCRIPTION
 FF0784
 FF0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0784'7.1 MI N FROM HARRISBURG.
 FF0784'7.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0784'STATION AT HARRISBURG, AT A DIRT ROAD CROSSING, 38 FEET EAST
 FF0784'OF EAST RAIL, 41 FEET SOUTH OF CENTER LINE OF ROAD, 53 FEET
 FF0784'SOUTHEAST OF CENTER OF CROSSING, 40 FEET SOUTH-SOUTHWEST OF SOUTH
 FF0784'END OF A 24-INCH PIPE CULVERT UNDER ROAD, 36 FEET WEST OF A
 FF0784'30-INCH OAK TREE, 10 FEET WEST OF A FENCE CORNER, 66 FEET
 FF0784'SOUTHWEST AND ACROSS ROAD FROM CENTER OF SOUTH END OF TRESTLE
 FF0784'NO. 249.6, 6 FEET NORTH OF TELEPHONE POLE NO. 249/19, ABOUT 3
 FF0784'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0784'POST PROJECTING 8 INCHES.
 FF0784
 FF0784                          STATION RECOVERY (2002)
 FF0784
 FF0784'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0784'THIS STATION FOUND LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1043 ***********************************************************************
 DK1043  DESIGNATION -  H 243
 DK1043  PID         -  DK1043
 DK1043  STATE/COUNTY-  AR/CHICOT
 DK1043  USGS QUAD   -  JEROME (1981)
 DK1043
 DK1043                         *CURRENT SURVEY CONTROL
 DK1043  ___________________________________________________________________
 DK1043* NAD 83(1986)-  33 29 20.     (N)    091 26 21.     (W)     SCALED    
 DK1043* NAVD 88     -        41.346  (meters)     135.65   (feet)  ADJUSTED  
 DK1043  ___________________________________________________________________
 DK1043  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DK1043  DYNAMIC HT  -          41.303 (meters)     135.51  (feet)  COMP
 DK1043  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 DK1043
 DK1043  VERT ORDER  -  FIRST     CLASS II
 DK1043
 DK1043.The horizontal coordinates were scaled from a topographic map and have
 DK1043.an estimated accuracy of +/- 6 seconds.
 DK1043
 DK1043.The orthometric height was determined by differential leveling
 DK1043.and adjusted by the National Geodetic Survey in June 1991..
 DK1043
 DK1043.The geoid height was determined by GEOID03.
 DK1043
 DK1043.The dynamic height is computed by dividing the NAVD 88
 DK1043.geopotential number by the normal gravity value computed on the
 DK1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1043.degrees latitude (g = 980.6199 gals.).
 DK1043
 DK1043.The modeled gravity was interpolated from observed gravity values.
 DK1043
 DK1043;                    North         East    Units  Estimated Accuracy
 DK1043;SPC AR S     -   491,340.      452,120.      MT  (+/- 180 meters Scaled)
 DK1043
 DK1043                          SUPERSEDED SURVEY CONTROL
 DK1043
 DK1043  NGVD 29 (??/??/??)   41.459  (m)          136.02   (f) ADJUSTED    1 2
 DK1043
 DK1043.Superseded values are not recommended for survey control.
 DK1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1043.See file dsdata.txt to determine how the superseded data were derived.
 DK1043
 DK1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT450065(NAD 83)
 DK1043_MARKER: DB = BENCH MARK DISK
 DK1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1043_SP_SET: CULVERT
 DK1043_STAMPING: H 243 1939
 DK1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1043
 DK1043  HISTORY     - Date     Condition        Report By
 DK1043  HISTORY     - 1939     MONUMENTED       CGS
 DK1043
 DK1043                          STATION DESCRIPTION
 DK1043
 DK1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1043'2.7 MI S FROM DERMOTT.
 DK1043'2.7 MILES SOUTH OF.  A STANDARD DISC SET IN THE CENTER OF THE TOP OF A
 DK1043'CONCRETE CULVERT HEADWALL, OF A 12 FOOT HWY CULVERT LOCATED UNDER HWY
 DK1043'NO. 165.  .15 MILE N. OF    ENTERPRIZE PLANTATION BARNS.  ACROSS
 DK1043'TRACKS FROM MILE POST 418 - 12 1/2.  63 FEET WEST OF THE WEST RAIL. 65
 DK1043'FEET SW OF THE WEST END OF A CONCRETE CULVERT MARKED 1919.  15 FEET
 DK1043'EAST OF THE CENTER LINE OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0393 ***********************************************************************
 FG0393  DESIGNATION -  H 244
 FG0393  PID         -  FG0393
 FG0393  STATE/COUNTY-  AR/PERRY
 FG0393  USGS QUAD   -  PERRYVILLE (1989)
 FG0393
 FG0393                         *CURRENT SURVEY CONTROL
 FG0393  ___________________________________________________________________
 FG0393* NAD 83(1986)-  35 02 39.     (N)    092 50 54.     (W)     SCALED    
 FG0393* NAVD 88     -        98.198  (meters)     322.17   (feet)  ADJUSTED  
 FG0393  ___________________________________________________________________
 FG0393  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FG0393  DYNAMIC HT  -          98.104 (meters)     321.86  (feet)  COMP
 FG0393  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 FG0393
 FG0393  VERT ORDER  -  SECOND    CLASS 0
 FG0393
 FG0393.The horizontal coordinates were scaled from a topographic map and have
 FG0393.an estimated accuracy of +/- 6 seconds.
 FG0393
 FG0393.The orthometric height was determined by differential leveling
 FG0393.and adjusted by the National Geodetic Survey in June 1991..
 FG0393
 FG0393.The geoid height was determined by GEOID03.
 FG0393
 FG0393.The dynamic height is computed by dividing the NAVD 88
 FG0393.geopotential number by the normal gravity value computed on the
 FG0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0393.degrees latitude (g = 980.6199 gals.).
 FG0393
 FG0393.The modeled gravity was interpolated from observed gravity values.
 FG0393
 FG0393;                    North         East    Units  Estimated Accuracy
 FG0393;SPC AR N     -    79,200.      322,600.      MT  (+/- 180 meters Scaled)
 FG0393
 FG0393                          SUPERSEDED SURVEY CONTROL
 FG0393
 FG0393  NGVD 29 (??/??/92)   98.214  (m)          322.22   (f) ADJ UNCH    2 0
 FG0393
 FG0393.Superseded values are not recommended for survey control.
 FG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0393.See file dsdata.txt to determine how the superseded data were derived.
 FG0393
 FG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU138779(NAD 83)
 FG0393_MARKER: DB = BENCH MARK DISK
 FG0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0393_STAMPING: H-244 1939
 FG0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0393+STABILITY: SURFACE MOTION
 FG0393
 FG0393  HISTORY     - Date     Condition        Report By
 FG0393  HISTORY     - 1939     MONUMENTED       CGS
 FG0393
 FG0393                          STATION DESCRIPTION
 FG0393
 FG0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0393'2.9 MI E FROM ADONA.
 FG0393'ABOUT 0.2 MILE WEST OF RAILROAD CROSSING.  ABOUT 190 FEET EAST OF FARM
 FG0393'ROAD CROSSING.  ABOUT 300 FEET SOUTHEAST OF FARM HOUSE.  29.0 FEET
 FG0393'NORTH OF CENTERLINE OF STATE HIGHWAY NO. 10.  45.0 FEET SOUTH OF SOUTH
 FG0393'RAIL OF RAILROAD.  20.2 FEET EAST OF LONE CEDAR TREE 1.5 FEET IN
 FG0393'DIAMETER AT BASE.  1.5 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE. TABLET
 FG0393'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1594 ***********************************************************************
 EH1594  DESIGNATION -  H 245
 EH1594  PID         -  EH1594
 EH1594  STATE/COUNTY-  AR/LINCOLN
 EH1594  USGS QUAD   -  CADES (1975)
 EH1594
 EH1594                         *CURRENT SURVEY CONTROL
 EH1594  ___________________________________________________________________
 EH1594* NAD 83(1986)-  34 03 07.     (N)    091 36 22.     (W)     SCALED    
 EH1594* NAVD 88     -        52.496  (meters)     172.23   (feet)  ADJUSTED  
 EH1594  ___________________________________________________________________
 EH1594  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EH1594  DYNAMIC HT  -          52.444 (meters)     172.06  (feet)  COMP
 EH1594  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 EH1594
 EH1594  VERT ORDER  -  FIRST     CLASS II
 EH1594
 EH1594.The horizontal coordinates were scaled from a topographic map and have
 EH1594.an estimated accuracy of +/- 6 seconds.
 EH1594
 EH1594.The orthometric height was determined by differential leveling
 EH1594.and adjusted by the National Geodetic Survey in August 1993..
 EH1594
 EH1594.The geoid height was determined by GEOID03.
 EH1594
 EH1594.The dynamic height is computed by dividing the NAVD 88
 EH1594.geopotential number by the normal gravity value computed on the
 EH1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1594.degrees latitude (g = 980.6199 gals.).
 EH1594
 EH1594.The modeled gravity was interpolated from observed gravity values.
 EH1594
 EH1594;                    North         East    Units  Estimated Accuracy
 EH1594;SPC AR S     -   553,710.      436,360.      MT  (+/- 180 meters Scaled)
 EH1594
 EH1594                          SUPERSEDED SURVEY CONTROL
 EH1594
 EH1594  NAVD 88 (06/15/91)   52.500  (m)          172.24   (f) UNKNOWN     1 2
 EH1594  NGVD 29 (??/??/??)   52.573  (m)          172.48   (f) ADJUSTED    1 2
 EH1594
 EH1594.Superseded values are not recommended for survey control.
 EH1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1594.See file dsdata.txt to determine how the superseded data were derived.
 EH1594
 EH1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT286687(NAD 83)
 EH1594_MARKER: DB = BENCH MARK DISK
 EH1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1594_STAMPING: H 245 1938
 EH1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1594+STABILITY: SURFACE MOTION
 EH1594
 EH1594  HISTORY     - Date     Condition        Report By
 EH1594  HISTORY     - 1938     MONUMENTED       CGS
 EH1594  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1594
 EH1594                          STATION DESCRIPTION
 EH1594
 EH1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1594'1.2 MI N FROM VARNER.
 EH1594'ABOUT 1.2 MILES NORTH ALONG THE ROAD TO THE ARKANSAS STATE PRISON FARM
 EH1594'FROM VARNER, LINCOLN COUNTY, ABOUT 1.4 MILES WEST OF THE NORTH GATE TO
 EH1594'THE PRISON, ABOUT 0.2 MILE EAST OF A RIGHT-ANGLE TURN IN THE ROAD, AND
 EH1594'27 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 EH1594'STAMPED H 245 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0577 ***********************************************************************
 DL0577  DESIGNATION -  H 247
 DL0577  PID         -  DL0577
 DL0577  STATE/COUNTY-  AR/LAFAYETTE
 DL0577  USGS QUAD   -  BUCKNER (1968)
 DL0577
 DL0577                         *CURRENT SURVEY CONTROL
 DL0577  ___________________________________________________________________
 DL0577* NAD 83(1986)-  33 17 05.     (N)    093 29 53.     (W)     SCALED    
 DL0577* NAVD 88     -        83.836  (meters)     275.05   (feet)  ADJUSTED  
 DL0577  ___________________________________________________________________
 DL0577  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DL0577  DYNAMIC HT  -          83.746 (meters)     274.76  (feet)  COMP
 DL0577  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DL0577
 DL0577  VERT ORDER  -  SECOND    CLASS 0
 DL0577
 DL0577.The horizontal coordinates were scaled from a topographic map and have
 DL0577.an estimated accuracy of +/- 6 seconds.
 DL0577
 DL0577.The orthometric height was determined by differential leveling
 DL0577.and adjusted by the National Geodetic Survey in June 1991..
 DL0577
 DL0577.The geoid height was determined by GEOID03.
 DL0577
 DL0577.The dynamic height is computed by dividing the NAVD 88
 DL0577.geopotential number by the normal gravity value computed on the
 DL0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0577.degrees latitude (g = 980.6199 gals.).
 DL0577
 DL0577.The modeled gravity was interpolated from observed gravity values.
 DL0577
 DL0577;                    North         East    Units  Estimated Accuracy
 DL0577;SPC AR S     -   469,570.      260,460.      MT  (+/- 180 meters Scaled)
 DL0577
 DL0577                          SUPERSEDED SURVEY CONTROL
 DL0577
 DL0577  NGVD 29 (??/??/92)   83.879  (m)          275.19   (f) ADJ UNCH    2 0
 DL0577
 DL0577.Superseded values are not recommended for survey control.
 DL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0577.See file dsdata.txt to determine how the superseded data were derived.
 DL0577
 DL0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS536829(NAD 83)
 DL0577_MARKER: DB = BENCH MARK DISK
 DL0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0577_STAMPING: H 247 1938
 DL0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0577+STABILITY: SURFACE MOTION
 DL0577
 DL0577  HISTORY     - Date     Condition        Report By
 DL0577  HISTORY     - 1938     MONUMENTED       CGS
 DL0577  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0577  HISTORY     - 1965     MARK NOT FOUND   USGS
 DL0577
 DL0577                          STATION DESCRIPTION
 DL0577
 DL0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0577'1.2 MI N FROM MCKAMIE.
 DL0577'ABOUT 1.2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0577'MCKAMIE, LAFAYETTE COUNTY, ABOUT 105 FEET SOUTH OF MILEPOST 28, 12
 DL0577'FEET WEST OF CONCRETE STATION SIGN S, 36 FEET WEST OF THE WEST RAIL,
 DL0577'25 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD, AND 6 FEET EAST OF
 DL0577'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 DL0577'POST.
 DL0577
 DL0577                          STATION RECOVERY (1965)
 DL0577
 DL0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0706 ***********************************************************************
 FG0706  DESIGNATION -  H 248
 FG0706  PID         -  FG0706
 FG0706  STATE/COUNTY-  AR/VAN BUREN
 FG0706  USGS QUAD   -  ALREAD (1965)
 FG0706
 FG0706                         *CURRENT SURVEY CONTROL
 FG0706  ___________________________________________________________________
 FG0706* NAD 83(1986)-  35 40 11.     (N)    092 42 59.     (W)     SCALED    
 FG0706* NAVD 88     -       319.566  (meters)    1048.44   (feet)  ADJUSTED  
 FG0706  ___________________________________________________________________
 FG0706  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG0706  DYNAMIC HT  -         319.254 (meters)    1047.42  (feet)  COMP
 FG0706  MODELED GRAV-     979,649.9   (mgal)                       NAVD 88
 FG0706
 FG0706  VERT ORDER  -  SECOND    CLASS 0
 FG0706
 FG0706.The horizontal coordinates were scaled from a topographic map and have
 FG0706.an estimated accuracy of +/- 6 seconds.
 FG0706
 FG0706.The orthometric height was determined by differential leveling
 FG0706.and adjusted by the National Geodetic Survey in June 1991..
 FG0706
 FG0706.The geoid height was determined by GEOID03.
 FG0706
 FG0706.The dynamic height is computed by dividing the NAVD 88
 FG0706.geopotential number by the normal gravity value computed on the
 FG0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0706.degrees latitude (g = 980.6199 gals.).
 FG0706
 FG0706.The modeled gravity was interpolated from observed gravity values.
 FG0706
 FG0706;                    North         East    Units  Estimated Accuracy
 FG0706;SPC AR N     -   148,500.      335,140.      MT  (+/- 180 meters Scaled)
 FG0706
 FG0706                          SUPERSEDED SURVEY CONTROL
 FG0706
 FG0706  NGVD 29 (??/??/92)  319.471  (m)         1048.13   (f) ADJ UNCH    2 0
 FG0706
 FG0706.Superseded values are not recommended for survey control.
 FG0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0706.See file dsdata.txt to determine how the superseded data were derived.
 FG0706
 FG0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV256473(NAD 83)
 FG0706_MARKER: DB = BENCH MARK DISK
 FG0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0706_STAMPING: H 248 1939
 FG0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0706+STABILITY: SURFACE MOTION
 FG0706
 FG0706  HISTORY     - Date     Condition        Report By
 FG0706  HISTORY     - 1939     MONUMENTED       CGS
 FG0706  HISTORY     - 1965     MARK NOT FOUND   NGS
 FG0706
 FG0706                          STATION DESCRIPTION
 FG0706
 FG0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FG0706'0.9 MI E FROM CHIMES.
 FG0706'0.9 MILE EAST ALONG THE UNA-COPELAND ROAD FROM THE POST OFFICE AT
 FG0706'CHIMES, VAN BUREN COUNTY, 3 MILES SOUTH ALONG THE ARCHEY-CHIMES ROAD,
 FG0706'ON THE ARCHEY FORK OF THE LITTLE RED RIVER, 100 FEET SOUTH OF THE
 FG0706'RIVER BANK, 77 FEET SOUTHWEST OF THE NORTH CORNER OF AN ORCHARD, 71
 FG0706'FEET WEST OF A 20-INCH APPLE TREE, 16 FEET SOUTH OF THE CENTERLINE OF
 FG0706'THE ROAD, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED H 248
 FG0706'1939 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- DIFFICULT TO
 FG0706'DETERMINE LOCATION FROM OLD LAND MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1170 ***********************************************************************
 FG1170  DESIGNATION -  H 25
 FG1170  PID         -  FG1170
 FG1170  STATE/COUNTY-  AR/YELL
 FG1170  USGS QUAD   -  DARDANELLE (1993)
 FG1170
 FG1170                         *CURRENT SURVEY CONTROL
 FG1170  ___________________________________________________________________
 FG1170* NAD 83(1986)-  35 12 44.     (N)    093 08 58.     (W)     SCALED    
 FG1170* NAVD 88     -       100.658  (meters)     330.24   (feet)  ADJUSTED  
 FG1170  ___________________________________________________________________
 FG1170  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FG1170  DYNAMIC HT  -         100.562 (meters)     329.93  (feet)  COMP
 FG1170  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FG1170
 FG1170  VERT ORDER  -  SECOND    CLASS 0
 FG1170
 FG1170.The horizontal coordinates were scaled from a topographic map and have
 FG1170.an estimated accuracy of +/- 6 seconds.
 FG1170
 FG1170.The orthometric height was determined by differential leveling
 FG1170.and adjusted by the National Geodetic Survey in June 1991..
 FG1170
 FG1170.The geoid height was determined by GEOID03.
 FG1170
 FG1170.The dynamic height is computed by dividing the NAVD 88
 FG1170.geopotential number by the normal gravity value computed on the
 FG1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1170.degrees latitude (g = 980.6199 gals.).
 FG1170
 FG1170.The modeled gravity was interpolated from observed gravity values.
 FG1170
 FG1170;                    North         East    Units  Estimated Accuracy
 FG1170;SPC AR N     -    98,120.      295,350.      MT  (+/- 180 meters Scaled)
 FG1170
 FG1170                          SUPERSEDED SURVEY CONTROL
 FG1170
 FG1170  NGVD 29 (??/??/92)  100.648  (m)          330.21   (f) ADJ UNCH    2 0
 FG1170
 FG1170.Superseded values are not recommended for survey control.
 FG1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1170.See file dsdata.txt to determine how the superseded data were derived.
 FG1170
 FG1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU863965(NAD 83)
 FG1170_MARKER: DB = BENCH MARK DISK
 FG1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1170_STAMPING: 330.209 H 25 1932
 FG1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1170+STABILITY: SURFACE MOTION
 FG1170
 FG1170  HISTORY     - Date     Condition        Report By
 FG1170  HISTORY     - 1932     MONUMENTED       CGS
 FG1170  HISTORY     - 1934     GOOD             NGS
 FG1170  HISTORY     - 1966     POOR             DOD
 FG1170
 FG1170                          STATION DESCRIPTION
 FG1170
 FG1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG1170'IN DARDANELLE.
 FG1170'114 FT. NORTH OF THE NORTH FACE OF THE SUBIACO DEPOT.  53 FT. EAST OF
 FG1170'THE EAST RAIL OF THE MAIN TRACK.  DIRECTLY SOUTH OF THE ENTRANCE OF
 FG1170'THE CITIZENS ICE CO.  MARK IS STAMPED 330.209 H 25 1932.
 FG1170
 FG1170                          STATION RECOVERY (1934)
 FG1170
 FG1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG1170'RECOVERED IN GOOD CONDITION.
 FG1170
 FG1170                          STATION RECOVERY (1966)
 FG1170
 FG1170'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 FG1170'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0527 ***********************************************************************
 EJ0527  DESIGNATION -  H 250
 EJ0527  PID         -  EJ0527
 EJ0527  STATE/COUNTY-  AR/JEFFERSON
 EJ0527  USGS QUAD   -  WRIGHT (1975)
 EJ0527
 EJ0527                         *CURRENT SURVEY CONTROL
 EJ0527  ___________________________________________________________________
 EJ0527* NAD 83(1986)-  34 23 29.     (N)    092 07 29.     (W)     SCALED    
 EJ0527* NAVD 88     -        87.637  (meters)     287.52   (feet)  ADJUSTED  
 EJ0527  ___________________________________________________________________
 EJ0527  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0527  DYNAMIC HT  -          87.553 (meters)     287.25  (feet)  COMP
 EJ0527  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 EJ0527
 EJ0527  VERT ORDER  -  SECOND    CLASS 0
 EJ0527
 EJ0527.The horizontal coordinates were scaled from a topographic map and have
 EJ0527.an estimated accuracy of +/- 6 seconds.
 EJ0527
 EJ0527.The orthometric height was determined by differential leveling
 EJ0527.and adjusted by the National Geodetic Survey in June 1991..
 EJ0527
 EJ0527.The geoid height was determined by GEOID03.
 EJ0527
 EJ0527.The dynamic height is computed by dividing the NAVD 88
 EJ0527.geopotential number by the normal gravity value computed on the
 EJ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0527.degrees latitude (g = 980.6199 gals.).
 EJ0527
 EJ0527.The modeled gravity was interpolated from observed gravity values.
 EJ0527
 EJ0527;                    North         East    Units  Estimated Accuracy
 EJ0527;SPC AR S     -   591,300.      388,530.      MT  (+/- 180 meters Scaled)
 EJ0527
 EJ0527                          SUPERSEDED SURVEY CONTROL
 EJ0527
 EJ0527  NGVD 29 (??/??/92)   87.730  (m)          287.83   (f) ADJ UNCH    2 0
 EJ0527
 EJ0527.Superseded values are not recommended for survey control.
 EJ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0527.See file dsdata.txt to determine how the superseded data were derived.
 EJ0527
 EJ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU804059(NAD 83)
 EJ0527_MARKER: DB = BENCH MARK DISK
 EJ0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0527_SP_SET: CULVERT
 EJ0527_STAMPING: H 250 1940
 EJ0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0527
 EJ0527  HISTORY     - Date     Condition        Report By
 EJ0527  HISTORY     - 1940     MONUMENTED       CGS
 EJ0527
 EJ0527                          STATION DESCRIPTION
 EJ0527
 EJ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0527'3.2 MI NE FROM JEFFERSON SPRINGS.
 EJ0527'3.2 MILES NORTHEAST ALONG GRADED DIRT ROAD TOWARDS RIVER FROM MISSOURI
 EJ0527'PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS.  TO REACH FROM THE
 EJ0527'MISSOURI PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS, PROCEED NORTH
 EJ0527'NORTHWEST ALONG TRACK, GO 0.4 MILE.  TURN RIGHT (EAST NORTHEAST) AND
 EJ0527'FOLLOW ALONG GRADED DIRT ROAD TOWARDS RIVER, GO 2.8 MILES. BENCH MARK
 EJ0527'IS IN THE TENTH (10) CULVERT ON THE GRADED ROAD FROM JEFFERSON SPRINGS
 EJ0527'TOWARDS THE RIVER.  SET 1 FOOT EAST OF THE WEST END OF THE SOUTH
 EJ0527'CONCRETE HEADWALL OF A 24 INCH TILE CULVERT. 13 FEET SOUTH OF THE
 EJ0527'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1770 ***********************************************************************
 EH1770  DESIGNATION -  H 251
 EH1770  PID         -  EH1770
 EH1770  STATE/COUNTY-  AR/JEFFERSON
 EH1770  USGS QUAD   -  ROB ROY (1971)
 EH1770
 EH1770                         *CURRENT SURVEY CONTROL
 EH1770  ___________________________________________________________________
 EH1770* NAD 83(1986)-  34 18 16.     (N)    091 56 11.     (W)     SCALED    
 EH1770* NAVD 88     -        63.060  (meters)     206.89   (feet)  ADJUSTED  
 EH1770  ___________________________________________________________________
 EH1770  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1770  DYNAMIC HT  -          62.999 (meters)     206.69  (feet)  COMP
 EH1770  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 EH1770
 EH1770  VERT ORDER  -  SECOND    CLASS 0
 EH1770
 EH1770.The horizontal coordinates were scaled from a topographic map and have
 EH1770.an estimated accuracy of +/- 6 seconds.
 EH1770
 EH1770.The orthometric height was determined by differential leveling
 EH1770.and adjusted by the National Geodetic Survey in June 1991..
 EH1770
 EH1770.The geoid height was determined by GEOID03.
 EH1770
 EH1770.The dynamic height is computed by dividing the NAVD 88
 EH1770.geopotential number by the normal gravity value computed on the
 EH1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1770.degrees latitude (g = 980.6199 gals.).
 EH1770
 EH1770.The modeled gravity was interpolated from observed gravity values.
 EH1770
 EH1770;                    North         East    Units  Estimated Accuracy
 EH1770;SPC AR S     -   581,650.      405,860.      MT  (+/- 180 meters Scaled)
 EH1770
 EH1770                          SUPERSEDED SURVEY CONTROL
 EH1770
 EH1770  NGVD 29 (??/??/??)   63.091  (m)          206.99   (f) ADJUSTED    2 0
 EH1770
 EH1770.Superseded values are not recommended for survey control.
 EH1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1770.See file dsdata.txt to determine how the superseded data were derived.
 EH1770
 EH1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT978964(NAD 83)
 EH1770_MARKER: DB = BENCH MARK DISK
 EH1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1770_STAMPING: H 251 1940
 EH1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1770+STABILITY: SURFACE MOTION
 EH1770
 EH1770  HISTORY     - Date     Condition        Report By
 EH1770  HISTORY     - 1940     MONUMENTED       CGS
 EH1770
 EH1770                          STATION DESCRIPTION
 EH1770
 EH1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1770'2.5 MI NW FROM ROB ROY.
 EH1770'2.5 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO A SMALL LEVEE FROM
 EH1770'THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT ROB ROY, JEFFERSON
 EH1770'COUNTY, 0.3 MILE ALONG THE ROAD ACROSS THE SMALL LEVEE AND THE BRIDGE
 EH1770'OVER PLUM BAYOU, ACROSS THE LARGE LEVEE AND 0.8 MILE ALONG THE GRAVEL
 EH1770'ROAD LEADING TO A WHITE HOUSE, 0.5 MILE SOUTHWEST ALONG A DIRT ROAD
 EH1770'PAST SOME RED BARNS, 0.2 MILE SOUTHEAST ALONG A FIELD ROAD LEADING TO
 EH1770'THE LEVEE, AT THE TOE OF THE LEVEE, 130 YARDS NORTHEAST OF A ROAD
 EH1770'CROSSING THE LEVEE, 78 YARDS NORTHEAST OF THE NORTHWEST CONCRETE HEAD
 EH1770'WALL OF A LEVEE CULVERT, 5 FEET NORTHEAST OF A CORNER FENCE POST, 1.5
 EH1770'FEET SOUTHEAST OF A FENCE, AND 3.6 FEET NORTHEAST OF A 4 BY 4-INCH
 EH1770'WHITE POST PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK,
 EH1770'STAMPED H 251 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 EH1770'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0609 ***********************************************************************
 EJ0609  DESIGNATION -  H 252
 EJ0609  PID         -  EJ0609
 EJ0609  STATE/COUNTY-  AR/JEFFERSON
 EJ0609  USGS QUAD   -  KEO (1987)
 EJ0609
 EJ0609                         *CURRENT SURVEY CONTROL
 EJ0609  ___________________________________________________________________
 EJ0609* NAD 83(1986)-  34 30 02.     (N)    092 06 29.     (W)     SCALED    
 EJ0609* NAVD 88     -        69.064  (meters)     226.59   (feet)  ADJUSTED  
 EJ0609  ___________________________________________________________________
 EJ0609  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EJ0609  DYNAMIC HT  -          68.999 (meters)     226.37  (feet)  COMP
 EJ0609  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 EJ0609
 EJ0609  VERT ORDER  -  SECOND    CLASS 0
 EJ0609
 EJ0609.The horizontal coordinates were scaled from a topographic map and have
 EJ0609.an estimated accuracy of +/- 6 seconds.
 EJ0609
 EJ0609.The orthometric height was determined by differential leveling
 EJ0609.and adjusted by the National Geodetic Survey in June 1991..
 EJ0609
 EJ0609.The geoid height was determined by GEOID03.
 EJ0609
 EJ0609.The dynamic height is computed by dividing the NAVD 88
 EJ0609.geopotential number by the normal gravity value computed on the
 EJ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0609.degrees latitude (g = 980.6199 gals.).
 EJ0609
 EJ0609.The modeled gravity was interpolated from observed gravity values.
 EJ0609
 EJ0609;                    North         East    Units  Estimated Accuracy
 EJ0609;SPC AR S     -   603,410.      390,080.      MT  (+/- 180 meters Scaled)
 EJ0609
 EJ0609                          SUPERSEDED SURVEY CONTROL
 EJ0609
 EJ0609  NGVD 29 (??/??/92)   69.099  (m)          226.70   (f) ADJ UNCH    2 0
 EJ0609
 EJ0609.Superseded values are not recommended for survey control.
 EJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0609.See file dsdata.txt to determine how the superseded data were derived.
 EJ0609
 EJ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU818180(NAD 83)
 EJ0609_MARKER: DB = BENCH MARK DISK
 EJ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0609_STAMPING: H 252 1940
 EJ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0609+STABILITY: SURFACE MOTION
 EJ0609
 EJ0609  HISTORY     - Date     Condition        Report By
 EJ0609  HISTORY     - 1940     MONUMENTED       CGS
 EJ0609
 EJ0609                          STATION DESCRIPTION
 EJ0609
 EJ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0609'2.0 MI N FROM WRIGHT.
 EJ0609'2.0 MILES NORTH ALONG A GRAVEL COUNTY ROAD LEADING TO THE JESSE R.
 EJ0609'CORE COMMUNITY SCHOOL FROM THE POST OFFICE AT WRIGHT, JEFFERSON
 EJ0609'COUNTY, 4.9 MILES WEST ALONG A GRAVEL ROAD LEADING PAST THE CORE FARM
 EJ0609'HEADQUARTERS AND ACROSS A BRIDGE, 1.1 MILES NORTH ALONG A GRAVEL ROAD,
 EJ0609'0.3 MILE WEST ALONG A DIRT ROAD, 0.1 MILE NORTH ALONG A PASTURE ROAD
 EJ0609'AT THE FOOT OF THE LEVEE, 0.3 MILE NORTH OF A LARGE BARN AND CORRALS
 EJ0609'AT THE FOOT OF THE LEVEE, 0.1 MILE NORTH OF A LARGE PECAN TREE, AT THE
 EJ0609'TOE OF THE LEVEE, AT A CURVE, 75 FEET NORTH OF THE CENTERLINE OF THE
 EJ0609'LEVEE, AND 2.5 FEET SOUTH OF A 4 BY 4-INCH WHITE POST PROJECTING 18
 EJ0609'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED H 252 1940 AND SET IN
 EJ0609'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1080 ***********************************************************************
 FG1080  DESIGNATION -  H 253 RESET
 FG1080  PID         -  FG1080
 FG1080  STATE/COUNTY-  AR/YELL
 FG1080  USGS QUAD   -  DARDANELLE (1993)
 FG1080
 FG1080                         *CURRENT SURVEY CONTROL
 FG1080  ___________________________________________________________________
 FG1080* NAD 83(1986)-  35 14 50.     (N)    093 12 08.     (W)     SCALED    
 FG1080* NAVD 88     -       119.53   (meters)     392.2    (feet)  RESET     
 FG1080  ___________________________________________________________________
 FG1080  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FG1080
 FG1080  VERT ORDER  -  THIRD
 FG1080
 FG1080.The horizontal coordinates were scaled from a topographic map and have
 FG1080.an estimated accuracy of +/- 6 seconds.
 FG1080
 FG1080.The orthometric height was computed from unverified reset data.
 FG1080
 FG1080.The geoid height was determined by GEOID03.
 FG1080
 FG1080;                    North         East    Units  Estimated Accuracy
 FG1080;SPC AR N     -   102,060.      290,590.      MT  (+/- 180 meters Scaled)
 FG1080
 FG1080                          SUPERSEDED SURVEY CONTROL
 FG1080
 FG1080.No superseded survey control is available for this station.
 FG1080
 FG1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV816004(NAD 83)
 FG1080_MARKER: DB = BENCH MARK DISK
 FG1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1080_STAMPING: H 253 RESET 1962
 FG1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1080+STABILITY: SURFACE MOTION
 FG1080
 FG1080  HISTORY     - Date     Condition        Report By
 FG1080  HISTORY     - 1962     MONUMENTED       CGS
 FG1080
 FG1080                          STATION DESCRIPTION
 FG1080
 FG1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG1080'3.0 MI W FROM DARDANELLE.
 FG1080'LOCATED 1 1/2 BLOCKS SOUTH ALONG STATE HIGHWAY 7 FROM THE SOUTH END OF
 FG1080'THE BRIDGE OVER THE ARKANSAS RIVER IN DARDANELLE, THENCE TURN RIGHT ON
 FG1080'SECOND STREET AND GO WEST FOR 1.4 MILES TO THE JUNCTION WITH STATE
 FG1080'HIGHWAY 22, THENCE GO WEST ON STATE HIGHWAY 22 FOR 1.6 MILES TO THE
 FG1080'MARK ON THE RIGHT.  IT IS ON THE TOP OF A SMALL HILL AND ON PROPERTY
 FG1080'OWNED BY MR. F. R. MASKEK, 62 FEET NORTH OF THE CENTERLINE OF THE
 FG1080'HIGHWAY, 57 FEET SOUTHEAST OF A 3-FOOT OAK TREE, 62.5 FEET SOUTHEAST
 FG1080'OF A 3-FOOT OAK TREE, 13 FEET WEST OF THE CENTER OF A FARM LANE, 60
 FG1080'FEET SOUTH OF A FENCE LINE ON THE SOUTH EDGE OF A FIELD, 2 FEET NORTH
 FG1080'OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT NORTH OF A METAL WITNESS POST,
 FG1080'AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3
 FG1080'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1115 ***********************************************************************
 FG1115  DESIGNATION -  H 254
 FG1115  PID         -  FG1115
 FG1115  STATE/COUNTY-  AR/LOGAN
 FG1115  USGS QUAD   -  CLARKSVILLE (1993)
 FG1115
 FG1115                         *CURRENT SURVEY CONTROL
 FG1115  ___________________________________________________________________
 FG1115* NAD 83(1986)-  35 22 37.     (N)    093 29 23.     (W)     SCALED    
 FG1115* NAVD 88     -       115.224  (meters)     378.03   (feet)  ADJUSTED  
 FG1115  ___________________________________________________________________
 FG1115  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FG1115  DYNAMIC HT  -         115.116 (meters)     377.68  (feet)  COMP
 FG1115  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FG1115
 FG1115  VERT ORDER  -  SECOND    CLASS 0
 FG1115
 FG1115.The horizontal coordinates were scaled from a topographic map and have
 FG1115.an estimated accuracy of +/- 6 seconds.
 FG1115
 FG1115.The orthometric height was determined by differential leveling
 FG1115.and adjusted by the National Geodetic Survey in June 1991..
 FG1115
 FG1115.The geoid height was determined by GEOID03.
 FG1115
 FG1115.The dynamic height is computed by dividing the NAVD 88
 FG1115.geopotential number by the normal gravity value computed on the
 FG1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1115.degrees latitude (g = 980.6199 gals.).
 FG1115
 FG1115.The modeled gravity was interpolated from observed gravity values.
 FG1115
 FG1115;                    North         East    Units  Estimated Accuracy
 FG1115;SPC AR N     -   116,800.      264,650.      MT  (+/- 180 meters Scaled)
 FG1115
 FG1115                          SUPERSEDED SURVEY CONTROL
 FG1115
 FG1115  NGVD 29 (??/??/92)  115.194  (m)          377.93   (f) ADJ UNCH    2 0
 FG1115
 FG1115.Superseded values are not recommended for survey control.
 FG1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1115.See file dsdata.txt to determine how the superseded data were derived.
 FG1115
 FG1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV555149(NAD 83)
 FG1115_MARKER: DB = BENCH MARK DISK
 FG1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1115_STAMPING: H 254 1940
 FG1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1115+STABILITY: SURFACE MOTION
 FG1115
 FG1115  HISTORY     - Date     Condition        Report By
 FG1115  HISTORY     - 1940     MONUMENTED       CGS
 FG1115  HISTORY     - 1959     GOOD             NGS
 FG1115  HISTORY     - 1984     GOOD             NGS
 FG1115
 FG1115                          STATION DESCRIPTION
 FG1115
 FG1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1115'2.0 MI NW FROM DOUBLIN.
 FG1115'1.0 MILE NORTH ALONG A GRAVEL ROAD FROM DOUBLIN, THENCE 1.0 MILE WEST
 FG1115'ALONG A DIRT SECTION-LINE ROAD.  AT THE T-JUNCTION OF A SECTION-LINE
 FG1115'ROAD, 80 FEET SOUTHWEST ACROSS THE EAST-AND-WEST ROAD FROM THE
 FG1115'SOUTHWEST CORNER OF A WHITE FARMHOUSE, 43 FEET SOUTHEAST OF THE CENTER
 FG1115'OF THE ROAD JUNCTION, 35 FEET SOUTH OF THE CENTERLINE OF THE
 FG1115'EAST-AND-WEST ROAD, 3 FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTH OF
 FG1115'THE EAST-AND-WEST FENCE, AND 3.5 FEET NORTH OF A WHITE WOODEN WITNESS
 FG1115'POST.
 FG1115
 FG1115                          STATION RECOVERY (1984)
 FG1115
 FG1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1239 ***********************************************************************
 FG1239  DESIGNATION -  H 255
 FG1239  PID         -  FG1239
 FG1239  STATE/COUNTY-  AR/LOGAN
 FG1239  USGS QUAD   -  OZARK (1993)
 FG1239
 FG1239                         *CURRENT SURVEY CONTROL
 FG1239  ___________________________________________________________________
 FG1239* NAD 83(1986)-  35 23 05.     (N)    093 47 38.     (W)     SCALED    
 FG1239* NAVD 88     -       177.778  (meters)     583.26   (feet)  ADJUSTED  
 FG1239  ___________________________________________________________________
 FG1239  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FG1239  DYNAMIC HT  -         177.611 (meters)     582.71  (feet)  COMP
 FG1239  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 FG1239
 FG1239  VERT ORDER  -  SECOND    CLASS 0
 FG1239
 FG1239.The horizontal coordinates were scaled from a topographic map and have
 FG1239.an estimated accuracy of +/- 6 seconds.
 FG1239
 FG1239.The orthometric height was determined by differential leveling
 FG1239.and adjusted by the National Geodetic Survey in June 1991..
 FG1239
 FG1239.The geoid height was determined by GEOID03.
 FG1239
 FG1239.The dynamic height is computed by dividing the NAVD 88
 FG1239.geopotential number by the normal gravity value computed on the
 FG1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1239.degrees latitude (g = 980.6199 gals.).
 FG1239
 FG1239.The modeled gravity was interpolated from observed gravity values.
 FG1239
 FG1239;                    North         East    Units  Estimated Accuracy
 FG1239;SPC AR N     -   118,130.      237,030.      MT  (+/- 180 meters Scaled)
 FG1239
 FG1239                          SUPERSEDED SURVEY CONTROL
 FG1239
 FG1239  NGVD 29 (??/??/92)  177.727  (m)          583.09   (f) ADJ UNCH    2 0
 FG1239
 FG1239.Superseded values are not recommended for survey control.
 FG1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1239.See file dsdata.txt to determine how the superseded data were derived.
 FG1239
 FG1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV278159(NAD 83)
 FG1239_MARKER: DB = BENCH MARK DISK
 FG1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1239_STAMPING: H 255 1940
 FG1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1239+STABILITY: SURFACE MOTION
 FG1239
 FG1239  HISTORY     - Date     Condition        Report By
 FG1239  HISTORY     - 1940     MONUMENTED       CGS
 FG1239  HISTORY     - 1959     GOOD             NGS
 FG1239
 FG1239                          STATION DESCRIPTION
 FG1239
 FG1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1239'1.0 MI W FROM ROSEVILLE.
 FG1239'RECOVERED AS DESCRIBED IN LITHOGRAPHED LIST REPRINTED 2-17-58.  1.0
 FG1239'MILE WEST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY 23 FROM
 FG1239'ROSEVILLE, NEAR THE TOP OF A HILL, 105 FEET SOUTHEAST ACROSS THE
 FG1239'GRAVEL ROAD FROM AN OLD CONCRETE STORM CELLAR ON THE NORTH SIDE OF THE
 FG1239'ROAD, 26 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 8 FEET EAST
 FG1239'OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, AND 4.5 FEET EAST
 FG1239'OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1240 ***********************************************************************
 FG1240  DESIGNATION -  H 255 RESET
 FG1240  PID         -  FG1240
 FG1240  STATE/COUNTY-  AR/LOGAN
 FG1240  USGS QUAD   -  OZARK (1993)
 FG1240
 FG1240                         *CURRENT SURVEY CONTROL
 FG1240  ___________________________________________________________________
 FG1240* NAD 83(1986)-  35 23 05.     (N)    093 47 38.     (W)     SCALED    
 FG1240* NAVD 88     -       177.28   (meters)     581.6    (feet)  RESET     
 FG1240  ___________________________________________________________________
 FG1240  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FG1240
 FG1240  VERT ORDER  -  THIRD
 FG1240
 FG1240.The horizontal coordinates were scaled from a topographic map and have
 FG1240.an estimated accuracy of +/- 6 seconds.
 FG1240
 FG1240.The orthometric height was computed from unverified reset data.
 FG1240
 FG1240.The geoid height was determined by GEOID03.
 FG1240
 FG1240;                    North         East    Units  Estimated Accuracy
 FG1240;SPC AR N     -   118,130.      237,030.      MT  (+/- 180 meters Scaled)
 FG1240
 FG1240                          SUPERSEDED SURVEY CONTROL
 FG1240
 FG1240.No superseded survey control is available for this station.
 FG1240
 FG1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV278159(NAD 83)
 FG1240_MARKER: DB = BENCH MARK DISK
 FG1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1240_STAMPING: H 255 RESET 1964
 FG1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1240+STABILITY: SURFACE MOTION
 FG1240
 FG1240  HISTORY     - Date     Condition        Report By
 FG1240  HISTORY     - 1964     MONUMENTED       CGS
 FG1240  HISTORY     - 1984     GOOD             NGS
 FG1240
 FG1240                          STATION DESCRIPTION
 FG1240
 FG1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FG1240'8.85 MI SE FROM OZARK.
 FG1240'ABOUT 7.45 MILES SOUTHEAST ALONG STATE HIGHWAY 309 FROM ITS JUNCTION
 FG1240'WITH STATE HIGHWAY 23 WHICH IS ABOUT 1.4 MILES SOUTH OF OZARK, ABOUT
 FG1240'1.1 MILES NORTHWEST OF THE SMALL SETTLEMENT OF ROSEVILLE, ABOUT 110
 FG1240'FEET SOUTHEAST ACROSS THE HIGHWAY FROM A CONCRETE STORM CELLAR, 38
 FG1240'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22 FEET EAST OF A FENCE
 FG1240'CORNER, 3.5 FEET EAST OF EAST GATE POST OF A WIRE GATE, 1 FOOT NORTH
 FG1240'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FG1240
 FG1240                          STATION RECOVERY (1984)
 FG1240
 FG1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1240'ABOUT 1.8 KM (1.1 MI) NORTHWEST ALONG STATE HIGHWAY 309 FROM THE
 FG1240'JUNCTION OF STATE HIGHWAY 288 IN ROSEVILLE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0185 ***********************************************************************
 FH0185  DESIGNATION -  H 256
 FH0185  PID         -  FH0185
 FH0185  STATE/COUNTY-  AR/SEBASTIAN
 FH0185  USGS QUAD   -  MULBERRY (1987)
 FH0185
 FH0185                         *CURRENT SURVEY CONTROL
 FH0185  ___________________________________________________________________
 FH0185* NAD 83(1986)-  35 25 15.     (N)    094 07 22.     (W)     SCALED    
 FH0185* NAVD 88     -       132.061  (meters)     433.27   (feet)  ADJUSTED  
 FH0185  ___________________________________________________________________
 FH0185  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FH0185  DYNAMIC HT  -         131.938 (meters)     432.87  (feet)  COMP
 FH0185  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 FH0185
 FH0185  VERT ORDER  -  SECOND    CLASS 0
 FH0185
 FH0185.The horizontal coordinates were scaled from a topographic map and have
 FH0185.an estimated accuracy of +/- 6 seconds.
 FH0185
 FH0185.The orthometric height was determined by differential leveling
 FH0185.and adjusted by the National Geodetic Survey in June 1991..
 FH0185
 FH0185.The geoid height was determined by GEOID03.
 FH0185
 FH0185.The dynamic height is computed by dividing the NAVD 88
 FH0185.geopotential number by the normal gravity value computed on the
 FH0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0185.degrees latitude (g = 980.6199 gals.).
 FH0185
 FH0185.The modeled gravity was interpolated from observed gravity values.
 FH0185
 FH0185;                    North         East    Units  Estimated Accuracy
 FH0185;SPC AR N     -   122,730.      207,240.      MT  (+/- 180 meters Scaled)
 FH0185
 FH0185                          SUPERSEDED SURVEY CONTROL
 FH0185
 FH0185  NGVD 29 (??/??/92)  131.982  (m)          433.01   (f) ADJ UNCH    2 0
 FH0185
 FH0185.Superseded values are not recommended for survey control.
 FH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0185.See file dsdata.txt to determine how the superseded data were derived.
 FH0185
 FH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV980202(NAD 83)
 FH0185_MARKER: DB = BENCH MARK DISK
 FH0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0185_STAMPING: H 256 1940
 FH0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0185+STABILITY: SURFACE MOTION
 FH0185
 FH0185  HISTORY     - Date     Condition        Report By
 FH0185  HISTORY     - 1940     MONUMENTED       CGS
 FH0185  HISTORY     - 1959     GOOD             NGS
 FH0185
 FH0185                          STATION DESCRIPTION
 FH0185
 FH0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0185'9.6 MI NE FROM LAVACA.
 FH0185'9.6 MILES NORTHEAST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 FH0185'AT LAVACA, AT THE POINT WHERE A POWER LINE CROSSES THE HIGHWAY,
 FH0185'ON THE OUTSIDE OF A CRUVE IN THE HIGHWAY, 45 YARDS SOUTHWEST
 FH0185'OF THE NORTHWEST END OF A BRIDGE OVER A CREEK, 47 FEET NORTHEAST
 FH0185'OF THE CENTERLINE OF A DRIVE INTO A LOG HOUSE, 30 FEET NORTHWEST
 FH0185'OF THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTHEAST OF A POWER
 FH0185'POLE, 2.5 FEET SOUTHEAST OF A FENCE LINE, AND 4.5 FEET NORTHEAST
 FH0185'OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0214 ***********************************************************************
 FH0214  DESIGNATION -  H 257
 FH0214  PID         -  FH0214
 FH0214  STATE/COUNTY-  AR/SEBASTIAN
 FH0214  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0214
 FH0214                         *CURRENT SURVEY CONTROL
 FH0214  ___________________________________________________________________
 FH0214* NAD 83(1986)-  35 22 05.     (N)    094 22 54.     (W)     SCALED    
 FH0214* NAVD 88     -       167.434  (meters)     549.32   (feet)  ADJUSTED  
 FH0214  ___________________________________________________________________
 FH0214  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FH0214  DYNAMIC HT  -         167.276 (meters)     548.80  (feet)  COMP
 FH0214  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FH0214
 FH0214  VERT ORDER  -  SECOND    CLASS 0
 FH0214
 FH0214.The horizontal coordinates were scaled from a topographic map and have
 FH0214.an estimated accuracy of +/- 6 seconds.
 FH0214
 FH0214.The orthometric height was determined by differential leveling
 FH0214.and adjusted by the National Geodetic Survey in June 1991..
 FH0214
 FH0214.The geoid height was determined by GEOID03.
 FH0214
 FH0214.The dynamic height is computed by dividing the NAVD 88
 FH0214.geopotential number by the normal gravity value computed on the
 FH0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0214.degrees latitude (g = 980.6199 gals.).
 FH0214
 FH0214.The modeled gravity was interpolated from observed gravity values.
 FH0214
 FH0214;                    North         East    Units  Estimated Accuracy
 FH0214;SPC AR N     -   117,410.      183,590.      MT  (+/- 180 meters Scaled)
 FH0214
 FH0214                          SUPERSEDED SURVEY CONTROL
 FH0214
 FH0214  NGVD 29 (??/??/92)  167.330  (m)          548.98   (f) ADJ UNCH    2 0
 FH0214
 FH0214.Superseded values are not recommended for survey control.
 FH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0214.See file dsdata.txt to determine how the superseded data were derived.
 FH0214
 FH0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV744147(NAD 83)
 FH0214_MARKER: DB = BENCH MARK DISK
 FH0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0214_STAMPING: H 257 1940
 FH0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0214+STABILITY: SURFACE MOTION
 FH0214
 FH0214  HISTORY     - Date     Condition        Report By
 FH0214  HISTORY     - 1940     MONUMENTED       CGS
 FH0214  HISTORY     - 1959     GOOD             NGS
 FH0214  HISTORY     - 1967     GOOD             NGS
 FH0214  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 FH0214
 FH0214                          STATION DESCRIPTION
 FH0214
 FH0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0214'2.8 MI E FROM FORT SMITH.
 FH0214'2.8 MILES EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 FH0214'FORT SMITH, AT A ROAD INTERSECTION, 32 FEET NORTHEAST OF THE
 FH0214'CENTERLINE OF THE HIGHWAY, 27.5 FEET NORTHWEST OF THE CENTERLINE
 FH0214'OF THE OILED ROAD, AND 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 FH0214'POST.  IT IS NOW STAMPED 548.982.  NOTE-- THIS MARK WAS RECOVERED
 FH0214'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF S. 46TH STREET AND
 FH0214'ROGERS AVENUE (STATE HIGHWAY 22).
 FH0214
 FH0214                          STATION RECOVERY (1967)
 FH0214
 FH0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FH0214'RECOVERED IN GOOD CONDITION.
 FH0214
 FH0214                          STATION RECOVERY (1981)
 FH0214
 FH0214'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FH0214'PRESUMED DESTROYED BY PAVING OF THE OILED ROAD MENTIONED IN 1959
 FH0214'RECOVERY AND FOUR-LANING OF HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0741 ***********************************************************************
 FH0741  DESIGNATION -  H 257 RESET
 FH0741  PID         -  FH0741
 FH0741  STATE/COUNTY-  AR/SEBASTIAN
 FH0741  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0741
 FH0741                         *CURRENT SURVEY CONTROL
 FH0741  ___________________________________________________________________
 FH0741* NAD 83(1986)-  35 22 05.     (N)    094 22 54.     (W)     SCALED    
 FH0741* NAVD 88     -       166.760  (meters)     547.11   (feet)  ADJUSTED  
 FH0741  ___________________________________________________________________
 FH0741  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FH0741  DYNAMIC HT  -         166.604 (meters)     546.60  (feet)  COMP
 FH0741  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FH0741
 FH0741  VERT ORDER  -  FIRST     CLASS II
 FH0741
 FH0741.The horizontal coordinates were scaled from a topographic map and have
 FH0741.an estimated accuracy of +/- 6 seconds.
 FH0741
 FH0741.The orthometric height was determined by differential leveling
 FH0741.and adjusted by the National Geodetic Survey in June 1991..
 FH0741
 FH0741.The geoid height was determined by GEOID03.
 FH0741
 FH0741.The dynamic height is computed by dividing the NAVD 88
 FH0741.geopotential number by the normal gravity value computed on the
 FH0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0741.degrees latitude (g = 980.6199 gals.).
 FH0741
 FH0741.The modeled gravity was interpolated from observed gravity values.
 FH0741
 FH0741;                    North         East    Units  Estimated Accuracy
 FH0741;SPC AR N     -   117,410.      183,590.      MT  (+/- 180 meters Scaled)
 FH0741
 FH0741                          SUPERSEDED SURVEY CONTROL
 FH0741
 FH0741.No superseded survey control is available for this station.
 FH0741
 FH0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV744147(NAD 83)
 FH0741_MARKER: DB = BENCH MARK DISK
 FH0741_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH0741_STAMPING: H 257 RESET 1979
 FH0741_MARK LOGO: NGS   
 FH0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0741+STABILITY: SURFACE MOTION
 FH0741
 FH0741  HISTORY     - Date     Condition        Report By
 FH0741  HISTORY     - 1979     MONUMENTED       NGS
 FH0741  HISTORY     - 1984     GOOD             NGS
 FH0741  HISTORY     - 1987     GOOD             USPSQD
 FH0741
 FH0741                          STATION DESCRIPTION
 FH0741
 FH0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FH0741'2.8 MI EAST FROM FORT SMITH.
 FH0741'2.8 MILES EAST ALONG STATE HIGHWAY 22 (ROGERS AVE) FROM THE POST
 FH0741'OFFICE IN FORT SMITH, AT THE INTERSECTION OF ROGERS AVE. AND 46TH
 FH0741'STREET, IN THE NORTHEAST ANGLE OF THE INTERSECTION, 49.5 FEET NORTH
 FH0741'OF THE CENTER OF ROGERS AVE, 27.0 FEETEAST OF THE CENTER OF 46TH
 FH0741'STREET AND 0.8 FOOT WEST-SOUTHWEST OF A TELEPHONE POLE.
 FH0741
 FH0741                          STATION RECOVERY (1984)
 FH0741
 FH0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0741'RECOVERED IN GOOD CONDITION.
 FH0741
 FH0741                          STATION RECOVERY (1987)
 FH0741
 FH0741'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1141 ***********************************************************************
 DL1141  DESIGNATION -  H 258
 DL1141  PID         -  DL1141
 DL1141  STATE/COUNTY-  AR/MILLER
 DL1141  USGS QUAD   -  GARLAND (1975)
 DL1141
 DL1141                         *CURRENT SURVEY CONTROL
 DL1141  ___________________________________________________________________
 DL1141* NAD 83(1986)-  33 17 05.     (N)    093 41 52.     (W)     SCALED    
 DL1141* NAVD 88     -        67.728  (meters)     222.20   (feet)  ADJUSTED  
 DL1141  ___________________________________________________________________
 DL1141  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL1141  DYNAMIC HT  -          67.655 (meters)     221.96  (feet)  COMP
 DL1141  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 DL1141
 DL1141  VERT ORDER  -  FIRST     CLASS I
 DL1141
 DL1141.The horizontal coordinates were scaled from a topographic map and have
 DL1141.an estimated accuracy of +/- 6 seconds.
 DL1141
 DL1141.The orthometric height was determined by differential leveling
 DL1141.and adjusted by the National Geodetic Survey in June 1991..
 DL1141
 DL1141.The geoid height was determined by GEOID03.
 DL1141
 DL1141.The dynamic height is computed by dividing the NAVD 88
 DL1141.geopotential number by the normal gravity value computed on the
 DL1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1141.degrees latitude (g = 980.6199 gals.).
 DL1141
 DL1141.The modeled gravity was interpolated from observed gravity values.
 DL1141
 DL1141;                    North         East    Units  Estimated Accuracy
 DL1141;SPC AR S     -   469,860.      241,860.      MT  (+/- 180 meters Scaled)
 DL1141
 DL1141                          SUPERSEDED SURVEY CONTROL
 DL1141
 DL1141  NGVD 29 (??/??/??)   67.758  (m)          222.30   (f) ADJUSTED    1 1
 DL1141
 DL1141.Superseded values are not recommended for survey control.
 DL1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1141.See file dsdata.txt to determine how the superseded data were derived.
 DL1141
 DL1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS350830(NAD 83)
 DL1141_MARKER: DB = BENCH MARK DISK
 DL1141_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1141+WITH SETTING: INTO GROUND
 DL1141_SP_SET: METAL ROD WITH BASE PLATE
 DL1141_STAMPING: H 258 1977
 DL1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1141+STABILITY: SURFACE MOTION
 DL1141
 DL1141  HISTORY     - Date     Condition        Report By
 DL1141  HISTORY     - 1977     MONUMENTED       NGS
 DL1141
 DL1141                          STATION DESCRIPTION
 DL1141
 DL1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1141'6.8 MI SE FROM GARLAND.
 DL1141'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1141'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1141'GRAVEL ROAD PARALLELING LEVEE, THENCE 1.4 MILES SOUTHEAST ALONG
 DL1141'TOP OF LEVEE, 60 FEET NORTH OF THE CENTER OF TOP OF LEVEE, 13
 DL1141'FEET EAST OF A LARGE PECAN TREE WITH A TRIANGLE BLAZE ON SOUTH
 DL1141'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1115 ***********************************************************************
 DL1115  DESIGNATION -  H 259
 DL1115  PID         -  DL1115
 DL1115  STATE/COUNTY-  AR/MILLER
 DL1115  USGS QUAD   -  DODDRIDGE NW (1975)
 DL1115
 DL1115                         *CURRENT SURVEY CONTROL
 DL1115  ___________________________________________________________________
 DL1115* NAD 83(1986)-  33 08 48.     (N)    093 53 21.     (W)     SCALED    
 DL1115* NAVD 88     -        62.759  (meters)     205.90   (feet)  ADJUSTED  
 DL1115  ___________________________________________________________________
 DL1115  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1115  DYNAMIC HT  -          62.691 (meters)     205.68  (feet)  COMP
 DL1115  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 DL1115
 DL1115  VERT ORDER  -  FIRST     CLASS I
 DL1115
 DL1115.The horizontal coordinates were scaled from a topographic map and have
 DL1115.an estimated accuracy of +/- 6 seconds.
 DL1115
 DL1115.The orthometric height was determined by differential leveling
 DL1115.and adjusted by the National Geodetic Survey in June 1991..
 DL1115
 DL1115.The geoid height was determined by GEOID03.
 DL1115
 DL1115.The dynamic height is computed by dividing the NAVD 88
 DL1115.geopotential number by the normal gravity value computed on the
 DL1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1115.degrees latitude (g = 980.6199 gals.).
 DL1115
 DL1115.The modeled gravity was interpolated from observed gravity values.
 DL1115
 DL1115;                    North         East    Units  Estimated Accuracy
 DL1115;SPC AR S     -   454,870.      223,750.      MT  (+/- 180 meters Scaled)
 DL1115
 DL1115                          SUPERSEDED SURVEY CONTROL
 DL1115
 DL1115  NGVD 29 (??/??/??)   62.790  (m)          206.00   (f) ADJUSTED    1 1
 DL1115
 DL1115.Superseded values are not recommended for survey control.
 DL1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1115.See file dsdata.txt to determine how the superseded data were derived.
 DL1115
 DL1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS170678(NAD 83)
 DL1115_MARKER: DB = BENCH MARK DISK
 DL1115_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1115+WITH SETTING: INTO GROUND
 DL1115_SP_SET: METAL ROD WITH BASE PLATE
 DL1115_STAMPING: H 259 1977
 DL1115_PROJECTION: PROJECTING 15 CENTIMETERS
 DL1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1115+STABILITY: SURFACE MOTION
 DL1115_ROD/PIPE-DEPTH: 1.22 meters
 DL1115
 DL1115  HISTORY     - Date     Condition        Report By
 DL1115  HISTORY     - 1977     MONUMENTED       NGS
 DL1115
 DL1115                          STATION DESCRIPTION
 DL1115
 DL1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1115'3.9 MI NORTH FROM DODDRIDGE.
 DL1115'3.9 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1115'STATE HIGHWAY 160 AT DODDRIDGE, ABOUT 0.1 MILE SOUTHEAST OF THE
 DL1115'SOUTH END OF BRIDGE OVER SULPHUR RIVER, 167 FEET EAST OF THE CENTER
 DL1115'LINE OF HIGHWAY, 12 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND
 DL1115'METAL GATE LEADING TO FIELD, AND 27 FEET EAST OF THE CENTER
 DL1115'OF A DRAINAGE.
 DL1115'5 FT BELOW HIGHWAY.  3 FT NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0292 ***********************************************************************
 GE0292  DESIGNATION -  H 26
 GE0292  PID         -  GE0292
 GE0292  STATE/COUNTY-  AR/LAWRENCE
 GE0292  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0292
 GE0292                         *CURRENT SURVEY CONTROL
 GE0292  ___________________________________________________________________
 GE0292* NAD 83(1986)-  36 05 20.     (N)    090 57 41.     (W)     SCALED    
 GE0292* NAVD 88     -        81.777  (meters)     268.30   (feet)  ADJUSTED  
 GE0292  ___________________________________________________________________
 GE0292  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GE0292  DYNAMIC HT  -          81.710 (meters)     268.08  (feet)  COMP
 GE0292  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GE0292
 GE0292  VERT ORDER  -  FIRST     CLASS II
 GE0292
 GE0292.The horizontal coordinates were scaled from a topographic map and have
 GE0292.an estimated accuracy of +/- 6 seconds.
 GE0292
 GE0292.The orthometric height was determined by differential leveling
 GE0292.and adjusted by the National Geodetic Survey in June 1991..
 GE0292
 GE0292.The geoid height was determined by GEOID03.
 GE0292
 GE0292.The dynamic height is computed by dividing the NAVD 88
 GE0292.geopotential number by the normal gravity value computed on the
 GE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0292.degrees latitude (g = 980.6199 gals.).
 GE0292
 GE0292.The modeled gravity was interpolated from observed gravity values.
 GE0292
 GE0292;                    North         East    Units  Estimated Accuracy
 GE0292;SPC AR N     -   195,260.      493,540.      MT  (+/- 180 meters Scaled)
 GE0292
 GE0292                          SUPERSEDED SURVEY CONTROL
 GE0292
 GE0292  NGVD 29 (??/??/92)   81.694  (m)          268.02   (f) ADJ UNCH    1 2
 GE0292
 GE0292.Superseded values are not recommended for survey control.
 GE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0292.See file dsdata.txt to determine how the superseded data were derived.
 GE0292
 GE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV835957(NAD 83)
 GE0292_MARKER: DB = BENCH MARK DISK
 GE0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0292_STAMPING: 268.024 H 26 1932
 GE0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0292+STABILITY: SURFACE MOTION
 GE0292
 GE0292  HISTORY     - Date     Condition        Report By
 GE0292  HISTORY     - 1932     MONUMENTED       CGS
 GE0292  HISTORY     - 1934     GOOD             NGS
 GE0292  HISTORY     - 19910211 MARK NOT FOUND   USPSQD
 GE0292
 GE0292                          STATION DESCRIPTION
 GE0292
 GE0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0292'1.5 MI N FROM WALNUT RIDGE.
 GE0292'1 1/2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0292'FROM WALNUT RIDGE, LAWRENCE COUNTY, 1/4 MILE SOUTH OF MILEPOST
 GE0292'257, ONE RAIL SOUTH OF A ROAD CROSSING, 30 FEET WEST OF THE
 GE0292'TRACK, AND 10 FEET EAST OF A WIRE FENCE.  A STANDARD DISK,
 GE0292'STAMPED 268.024 H 26 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0292
 GE0292                          STATION RECOVERY (1991)
 GE0292
 GE0292'RECOVERY NOTE BY US POWER SQUADRON 1991 (JC)
 GE0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1171 ***********************************************************************
 DL1171  DESIGNATION -  H 260
 DL1171  PID         -  DL1171
 DL1171  STATE/COUNTY-  AR/MILLER
 DL1171  USGS QUAD   -  FULTON (1975)
 DL1171
 DL1171                         *CURRENT SURVEY CONTROL
 DL1171  ___________________________________________________________________
 DL1171* NAD 83(1986)-  33 33 41.     (N)    093 49 35.     (W)     SCALED    
 DL1171* NAVD 88     -        76.745  (meters)     251.79   (feet)  ADJUSTED  
 DL1171  ___________________________________________________________________
 DL1171  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DL1171  DYNAMIC HT  -          76.664 (meters)     251.52  (feet)  COMP
 DL1171  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 DL1171
 DL1171  VERT ORDER  -  FIRST     CLASS I
 DL1171
 DL1171.The horizontal coordinates were scaled from a topographic map and have
 DL1171.an estimated accuracy of +/- 6 seconds.
 DL1171
 DL1171.The orthometric height was determined by differential leveling
 DL1171.and adjusted by the National Geodetic Survey in June 1991..
 DL1171
 DL1171.The geoid height was determined by GEOID03.
 DL1171
 DL1171.The dynamic height is computed by dividing the NAVD 88
 DL1171.geopotential number by the normal gravity value computed on the
 DL1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1171.degrees latitude (g = 980.6199 gals.).
 DL1171
 DL1171.The modeled gravity was interpolated from observed gravity values.
 DL1171
 DL1171;                    North         East    Units  Estimated Accuracy
 DL1171;SPC AR S     -   500,750.      230,420.      MT  (+/- 180 meters Scaled)
 DL1171
 DL1171                          SUPERSEDED SURVEY CONTROL
 DL1171
 DL1171  NGVD 29 (??/??/??)   76.759  (m)          251.83   (f) ADJUSTED    1 1
 DL1171
 DL1171.Superseded values are not recommended for survey control.
 DL1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1171.See file dsdata.txt to determine how the superseded data were derived.
 DL1171
 DL1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT232138(NAD 83)
 DL1171_MARKER: DB = BENCH MARK DISK
 DL1171_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1171+WITH SETTING: INTO GROUND
 DL1171_SP_SET: METAL ROD WITH BASE PLATE
 DL1171_STAMPING: H 260 1977
 DL1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1171+STABILITY: SURFACE MOTION
 DL1171
 DL1171  HISTORY     - Date     Condition        Report By
 DL1171  HISTORY     - 1977     MONUMENTED       NGS
 DL1171
 DL1171                          STATION DESCRIPTION
 DL1171
 DL1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1171'4.1 MI SE FROM FULTON.
 DL1171'1.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END
 DL1171'OF THE BRIDGE OVER THE RED RIVER TO THE LEVEE, THENCE 2.3 MILES
 DL1171'SOUTHEAST ALONG THE LEVEE TO A RAMP LEADING NORTHEAST, 52 FEET
 DL1171'SOUTHWEST OF THE CENTER OF LEVEE AND RAMP LEADING TO A FIELD ROAD,
 DL1171'38 FEET SOUTH OF THE CENTER OF LEVEE, 9 FEET WEST OF A FENCE CORNER
 DL1171'AT TOE OF LEVEE, 2 FEET NORTH OF FENCE, AND 9 FEET WEST OF A 12-
 DL1171'INCH TRIANGULAR BLAZED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2016 ***********************************************************************
 AB2016  DESIGNATION -  H 261 RESET
 AB2016  PID         -  AB2016
 AB2016  STATE/COUNTY-  AR/MILLER
 AB2016  USGS QUAD   -  HOMAN (1975)
 AB2016
 AB2016                         *CURRENT SURVEY CONTROL
 AB2016  ___________________________________________________________________
 AB2016* NAD 83(1986)-  33 31 25.     (N)    093 58 14.     (W)     SCALED    
 AB2016* NAVD 88     -        81.02   (meters)     265.8    (feet)  RESET     
 AB2016  ___________________________________________________________________
 AB2016  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AB2016
 AB2016  VERT ORDER  -  THIRD
 AB2016
 AB2016.The horizontal coordinates were scaled from a topographic map and have
 AB2016.an estimated accuracy of +/- 6 seconds.
 AB2016
 AB2016.The orthometric height was computed from unverified reset data.
 AB2016
 AB2016.The geoid height was determined by GEOID03.
 AB2016
 AB2016;                    North         East    Units  Estimated Accuracy
 AB2016;SPC AR S     -   496,810.      216,960.      MT  (+/- 180 meters Scaled)
 AB2016
 AB2016                          SUPERSEDED SURVEY CONTROL
 AB2016
 AB2016.No superseded survey control is available for this station.
 AB2016
 AB2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT098097(NAD 83)
 AB2016_MARKER: DV = VERTICAL CONTROL DISK
 AB2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2016_STAMPING: H 261 RESET 1995
 AB2016_MARK LOGO: NGS   
 AB2016_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2016+STABILITY: SURFACE MOTION
 AB2016
 AB2016  HISTORY     - Date     Condition        Report By
 AB2016  HISTORY     - 1995     MONUMENTED       ARHD
 AB2016
 AB2016                          STATION DESCRIPTION
 AB2016
 AB2016'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1995 (FTK)
 AB2016'4.4 MILES (7.1 KM) NORTHWEST OF MANDEVILLE, FROM JUNCTION OF HIGHWAYS
 AB2016'71 AND 108 IN RED RIVER.  G0 EAST ON HIGHWAY 108, 4.38 MILES (7.05 KM)
 AB2016'TO A 48X80 INCH CM PIPE CROSS DRAIN UNDER ROAD, GO 588 FET EAST DOWN
 AB2016'CENTERLINE OF ROAD THEN 50 FEET (15.2 M) SOUTH TO RIGHT OF WAY AND
 AB2016'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0092 ***********************************************************************
 GG0092  DESIGNATION -  H 27
 GG0092  PID         -  GG0092
 GG0092  STATE/COUNTY-  AR/WASHINGTON
 GG0092  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0092
 GG0092                         *CURRENT SURVEY CONTROL
 GG0092  ___________________________________________________________________
 GG0092* NAD 83(1986)-  36 03 18.     (N)    094 10 25.     (W)     SCALED    
 GG0092* NAVD 88     -       391.363  (meters)    1284.00   (feet)  ADJUSTED  
 GG0092  ___________________________________________________________________
 GG0092  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0092  DYNAMIC HT  -         391.010 (meters)    1282.84  (feet)  COMP
 GG0092  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 GG0092
 GG0092  VERT ORDER  -  FIRST     CLASS II
 GG0092
 GG0092.The horizontal coordinates were scaled from a topographic map and have
 GG0092.an estimated accuracy of +/- 6 seconds.
 GG0092
 GG0092.The orthometric height was determined by differential leveling
 GG0092.and adjusted by the National Geodetic Survey in June 1991..
 GG0092.WARNING-Repeat measurements at this control monument indicate possible
 GG0092.vertical movement.
 GG0092
 GG0092.The geoid height was determined by GEOID03.
 GG0092
 GG0092.The dynamic height is computed by dividing the NAVD 88
 GG0092.geopotential number by the normal gravity value computed on the
 GG0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0092.degrees latitude (g = 980.6199 gals.).
 GG0092
 GG0092.The modeled gravity was interpolated from observed gravity values.
 GG0092
 GG0092;                    North         East    Units  Estimated Accuracy
 GG0092;SPC AR N     -   193,170.      204,180.      MT  (+/- 180 meters Scaled)
 GG0092
 GG0092                          SUPERSEDED SURVEY CONTROL
 GG0092
 GG0092  NGVD 29 (??/??/92)  391.196  (m)         1283.45   (f) ADJ UNCH    1 2
 GG0092
 GG0092.Superseded values are not recommended for survey control.
 GG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0092.See file dsdata.txt to determine how the superseded data were derived.
 GG0092
 GG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV942906(NAD 83)
 GG0092_MARKER: DB = BENCH MARK DISK
 GG0092_SETTING: 66 = SET IN ROCK OUTCROP
 GG0092_SP_SET: IN A DRILL HOLE IN BEDROCK
 GG0092_STAMPING: H 27 1932 1283.449
 GG0092_MARK LOGO: CGS   
 GG0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0092+STABILITY: POSITION/ELEVATION WELL
 GG0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0092+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1989
 GG0092
 GG0092  HISTORY     - Date     Condition        Report By
 GG0092  HISTORY     - 1932     MONUMENTED       CGS
 GG0092  HISTORY     - 1960     GOOD             NGS
 GG0092  HISTORY     - 1987     GOOD             USPSQD
 GG0092  HISTORY     - 1988     GOOD             USPSQD
 GG0092  HISTORY     - 1988     GOOD             USPSQD
 GG0092  HISTORY     - 19891113 GOOD             NGS
 GG0092  HISTORY     - 19961102 GOOD             USPSQD
 GG0092
 GG0092                          STATION DESCRIPTION
 GG0092
 GG0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0092'0.9 MI S FROM FAYETTEVILLE.
 GG0092'0.9 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0092'FAYETTEVILLE, WASHINGTON COUNTY, 8 RAILS NORTH OF POLE 353+20,
 GG0092'15 FEET WEST OF THE TRACK, AND IN THE TOP OF A ROCK LEDGE.  A
 GG0092'STANDARD DISK, STAMPED 1283.449 H 27 1932.
 GG0092
 GG0092                          STATION RECOVERY (1987)
 GG0092
 GG0092'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0092'RECOVERED IN GOOD CONDITION.
 GG0092
 GG0092                          STATION RECOVERY (1988)
 GG0092
 GG0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GG0092'RECOVERED IN GOOD CONDITION.
 GG0092
 GG0092                          STATION RECOVERY (1988)
 GG0092
 GG0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (VWK)
 GG0092'RECOVERED IN GOOD CONDITION.
 GG0092
 GG0092                          STATION RECOVERY (1989)
 GG0092
 GG0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0092'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.25 KM
 GG0092'(0.15 MI) SOUTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 GG0092'JUNCTION OF SIXTH STREET IN FAYETTEVILLE, ON A LEDGE AT THE BASE OF A
 GG0092'VERTICAL EXPOSED AREA OF BEDROCK IN A SMALL RAILROAD CUT, 71.0 M
 GG0092'(232.9 FT) SOUTH OF THE INTERSECTION OF AN EAST-WEST RAILROAD, 5.3 M
 GG0092'(17.4 FT) WEST OF THE NEAR RAIL, AND 0.5 M (1.6 FT) ABOVE THE LEVEL
 GG0092'OF THE TRACK.
 GG0092
 GG0092                          STATION RECOVERY (1996)
 GG0092
 GG0092'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0049 ***********************************************************************
 FH0049  DESIGNATION -  H 28
 FH0049  PID         -  FH0049
 FH0049  STATE/COUNTY-  AR/CRAWFORD
 FH0049  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0049
 FH0049                         *CURRENT SURVEY CONTROL
 FH0049  ___________________________________________________________________
 FH0049* NAD 83(1986)-  35 33 51.     (N)    094 14 31.     (W)     SCALED    
 FH0049* NAVD 88     -       177.245  (meters)     581.51   (feet)  ADJUSTED  
 FH0049  ___________________________________________________________________
 FH0049  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FH0049  DYNAMIC HT  -         177.080 (meters)     580.97  (feet)  COMP
 FH0049  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 FH0049
 FH0049  VERT ORDER  -  FIRST     CLASS II
 FH0049
 FH0049.The horizontal coordinates were scaled from a topographic map and have
 FH0049.an estimated accuracy of +/- 6 seconds.
 FH0049
 FH0049.The orthometric height was determined by differential leveling
 FH0049.and adjusted by the National Geodetic Survey in June 1991..
 FH0049
 FH0049.The geoid height was determined by GEOID03.
 FH0049
 FH0049.The dynamic height is computed by dividing the NAVD 88
 FH0049.geopotential number by the normal gravity value computed on the
 FH0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0049.degrees latitude (g = 980.6199 gals.).
 FH0049
 FH0049.The modeled gravity was interpolated from observed gravity values.
 FH0049
 FH0049;                    North         East    Units  Estimated Accuracy
 FH0049;SPC AR N     -   138,860.      196,780.      MT  (+/- 180 meters Scaled)
 FH0049
 FH0049                          SUPERSEDED SURVEY CONTROL
 FH0049
 FH0049  NGVD 29 (??/??/92)  177.139  (m)          581.16   (f) ADJ UNCH    1 2
 FH0049
 FH0049.Superseded values are not recommended for survey control.
 FH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0049.See file dsdata.txt to determine how the superseded data were derived.
 FH0049
 FH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV874363(NAD 83)
 FH0049_MARKER: DB = BENCH MARK DISK
 FH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0049_STAMPING: 581.164 H 28 1932
 FH0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0049+STABILITY: SURFACE MOTION
 FH0049
 FH0049  HISTORY     - Date     Condition        Report By
 FH0049  HISTORY     - 1932     MONUMENTED       CGS
 FH0049  HISTORY     - 1959     GOOD             NGS
 FH0049  HISTORY     - 19891109 MARK NOT FOUND   NGS
 FH0049
 FH0049                          STATION DESCRIPTION
 FH0049
 FH0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0049'1.5 MI S FROM LANCASTER.
 FH0049'1-1/2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0049'FROM LANCASTER, CRAWFORD COUNTY, 12-1/2 POLES SOUTH OF MILEPOST
 FH0049'397, 4 RAILS SOUTH OF A ROAD CROSSING, 40 FEET WEST OF THE
 FH0049'TRACK, AND INSIDE A FENCE.  A STANDARD DISK, STAMPED 581.164
 FH0049'H 28 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FH0049
 FH0049                          STATION RECOVERY (1989)
 FH0049
 FH0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1611 ***********************************************************************
 EJ1611  DESIGNATION -  H 287
 EJ1611  PID         -  EJ1611
 EJ1611  STATE/COUNTY-  AR/PULASKI
 EJ1611  USGS QUAD   -  SWEET HOME (1986)
 EJ1611
 EJ1611                         *CURRENT SURVEY CONTROL
 EJ1611  ___________________________________________________________________
 EJ1611* NAD 83(1986)-  34 40 40.     (N)    092 14 06.     (W)     SCALED    
 EJ1611* NAVD 88     -        85.278  (meters)     279.78   (feet)  ADJUSTED  
 EJ1611  ___________________________________________________________________
 EJ1611  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EJ1611  DYNAMIC HT  -          85.198 (meters)     279.52  (feet)  COMP
 EJ1611  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 EJ1611
 EJ1611  VERT ORDER  -  FIRST     CLASS II
 EJ1611
 EJ1611.The horizontal coordinates were scaled from a topographic map and have
 EJ1611.an estimated accuracy of +/- 6 seconds.
 EJ1611
 EJ1611.The orthometric height was determined by differential leveling
 EJ1611.and adjusted by the National Geodetic Survey in June 1991..
 EJ1611
 EJ1611.The geoid height was determined by GEOID03.
 EJ1611
 EJ1611.The dynamic height is computed by dividing the NAVD 88
 EJ1611.geopotential number by the normal gravity value computed on the
 EJ1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1611.degrees latitude (g = 980.6199 gals.).
 EJ1611
 EJ1611.The modeled gravity was interpolated from observed gravity values.
 EJ1611
 EJ1611;                    North         East    Units  Estimated Accuracy
 EJ1611;SPC AR S     -   623,090.      378,460.      MT  (+/- 180 meters Scaled)
 EJ1611
 EJ1611                          SUPERSEDED SURVEY CONTROL
 EJ1611
 EJ1611.No superseded survey control is available for this station.
 EJ1611
 EJ1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU700375(NAD 83)
 EJ1611_MARKER: DB = BENCH MARK DISK
 EJ1611_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1611_SP_SET: ROCK OUTCROP
 EJ1611_STAMPING: H 287 1984
 EJ1611_MARK LOGO: NGS   
 EJ1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1611+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 EJ1611
 EJ1611  HISTORY     - Date     Condition        Report By
 EJ1611  HISTORY     - 1984     MONUMENTED       NGS
 EJ1611  HISTORY     - 1988     GOOD             USPSQD
 EJ1611  HISTORY     - 1989     GOOD             USPSQD
 EJ1611  HISTORY     - 1990     GOOD             USPSQD
 EJ1611  HISTORY     - 19920902 GOOD             USPSQD
 EJ1611  HISTORY     - 20050919 GOOD             GEOCAC
 EJ1611
 EJ1611                          STATION DESCRIPTION
 EJ1611
 EJ1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1611'1.4 KM (0.9 MI) SE FROM SWEET HOME.
 EJ1611'1.4 KM (0.9 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST OFFICE
 EJ1611'IN SWEET HOME TO THE ZION HILL BAPTIST CHURCH AND THE MARK SET IN TOP
 EJ1611'OF A FLAT 0.46 METERS (1.5 FT) BY 1.82 METERS (6.0 FT) ROCK OUTCROP IN
 EJ1611'THE SOUTH LAWN AND PARKING AREA OF THE CHURCH FLUSH WITH THE GROUND,
 EJ1611'21.79 METERS (71.5 FT) WEST OF THE CENTER LINE OF THE HIGHWAY,
 EJ1611'33.52 METERS (110.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 EJ1611'CHURCH, 23.95 METERS (78.6 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 EJ1611'OF THE CHURCH, 26.09 METERS (85.6 FT) WEST-SOUTHWEST OF BENCH MARK ET
 EJ1611'9 LR USGS, AND 23.01 METERS (75.5 FT) NORTH-NORTHWEST OF POWER LINE
 EJ1611'POLE NUMBER 8334.
 EJ1611'THE MARK IS 25.9 METERS  S FROM A WITNESS POST.
 EJ1611'THE MARK IS 0.46 M ABOVE HIGHWAY.
 EJ1611
 EJ1611                          STATION RECOVERY (1988)
 EJ1611
 EJ1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1611'RECOVERED IN GOOD CONDITION.
 EJ1611
 EJ1611                          STATION RECOVERY (1989)
 EJ1611
 EJ1611'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1611'RECOVERED IN GOOD CONDITION.
 EJ1611
 EJ1611                          STATION RECOVERY (1990)
 EJ1611
 EJ1611'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1611'RECOVERED IN GOOD CONDITION.
 EJ1611
 EJ1611                          STATION RECOVERY (1992)
 EJ1611
 EJ1611'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1611'RECOVERED IN GOOD CONDITION.
 EJ1611
 EJ1611                          STATION RECOVERY (2005)
 EJ1611
 EJ1611'RECOVERY NOTE BY GEOCACHING 2005 (TWD)
 EJ1611'N 34* 40.670 W 092* 14.061
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1643 ***********************************************************************
 EJ1643  DESIGNATION -  H 288
 EJ1643  PID         -  EJ1643
 EJ1643  STATE/COUNTY-  AR/JEFFERSON
 EJ1643  USGS QUAD   -  WHITE HALL (1984)
 EJ1643
 EJ1643                         *CURRENT SURVEY CONTROL
 EJ1643  ___________________________________________________________________
 EJ1643* NAD 83(1986)-  34 19 27.     (N)    092 07 02.     (W)     SCALED    
 EJ1643* NAVD 88     -        82.412  (meters)     270.38   (feet)  ADJUSTED  
 EJ1643  ___________________________________________________________________
 EJ1643  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1643  DYNAMIC HT  -          82.333 (meters)     270.12  (feet)  COMP
 EJ1643  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 EJ1643
 EJ1643  VERT ORDER  -  FIRST     CLASS II
 EJ1643
 EJ1643.The horizontal coordinates were scaled from a topographic map and have
 EJ1643.an estimated accuracy of +/- 6 seconds.
 EJ1643
 EJ1643.The orthometric height was determined by differential leveling
 EJ1643.and adjusted by the National Geodetic Survey in June 1991..
 EJ1643
 EJ1643.The geoid height was determined by GEOID03.
 EJ1643
 EJ1643.The dynamic height is computed by dividing the NAVD 88
 EJ1643.geopotential number by the normal gravity value computed on the
 EJ1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1643.degrees latitude (g = 980.6199 gals.).
 EJ1643
 EJ1643.The modeled gravity was interpolated from observed gravity values.
 EJ1643
 EJ1643;                    North         East    Units  Estimated Accuracy
 EJ1643;SPC AR S     -   583,840.      389,210.      MT  (+/- 180 meters Scaled)
 EJ1643
 EJ1643                          SUPERSEDED SURVEY CONTROL
 EJ1643
 EJ1643.No superseded survey control is available for this station.
 EJ1643
 EJ1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT812984(NAD 83)
 EJ1643_MARKER: I = METAL ROD
 EJ1643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1643_SP_SET: STAINLESS STEEL ROD
 EJ1643_STAMPING: H 288 1984
 EJ1643_MARK LOGO: NGS   
 EJ1643_PROJECTION: RECESSED 2 CENTIMETERS
 EJ1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1643_ROD/PIPE-DEPTH: 11.0 meters
 EJ1643
 EJ1643  HISTORY     - Date     Condition        Report By
 EJ1643  HISTORY     - 1984     MONUMENTED       NGS
 EJ1643  HISTORY     - 1988     GOOD             USPSQD
 EJ1643  HISTORY     - 1989     GOOD             USPSQD
 EJ1643  HISTORY     - 1990     GOOD             USPSQD
 EJ1643
 EJ1643                          STATION DESCRIPTION
 EJ1643
 EJ1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1643'8.4 KM (5.25 MI) SE FROM JEFFERSON.
 EJ1643'8.4 KM (5.25 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST
 EJ1643'OFFICE IN JEFFERSON AT THE PARIDISE BAPTIST CHURCH, 12.03 METERS
 EJ1643'(39.5 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6.30 METERS
 EJ1643'(20.7 FT) SOUTHEAST OF THE CENTER OF THE CHURCH DRIVEWAY, 16.76 METERS
 EJ1643'(55.0 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING WEST TO TWO
 EJ1643'HOUSES, 23.10 METERS (75.8 FT) NORTHWEST OF A GAS METER, 31.76 METERS
 EJ1643'(104.2 FT) EAST OF THE EAST CORNER OF THE CHURCH, AND 0.9 METER
 EJ1643'(3.0 FT) NORTH-NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER.
 EJ1643'NOTE, THE DRIVING RATE EXCEEDED AT THIS DEPTH, ROD ANCHORED.
 EJ1643'THE MARK IS 0.24 METERS  SE FROM A WITNESS POST.
 EJ1643'THE MARK IS 0.2 M ABOVE HIGHWAY.
 EJ1643
 EJ1643                          STATION RECOVERY (1988)
 EJ1643
 EJ1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1643'RECOVERED IN GOOD CONDITION.
 EJ1643
 EJ1643                          STATION RECOVERY (1989)
 EJ1643
 EJ1643'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1643'RECOVERED IN GOOD CONDITION.
 EJ1643
 EJ1643                          STATION RECOVERY (1990)
 EJ1643
 EJ1643'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2585 ***********************************************************************
 EH2585  DESIGNATION -  H 289
 EH2585  PID         -  EH2585
 EH2585  STATE/COUNTY-  AR/JEFFERSON
 EH2585  USGS QUAD   -  MOSCOW (1971)
 EH2585
 EH2585                         *CURRENT SURVEY CONTROL
 EH2585  ___________________________________________________________________
 EH2585* NAD 83(1986)-  34 09 40.     (N)    091 50 08.     (W)     SCALED    
 EH2585* NAVD 88     -        60.230  (meters)     197.60   (feet)  ADJUSTED  
 EH2585  ___________________________________________________________________
 EH2585  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH2585  DYNAMIC HT  -          60.171 (meters)     197.41  (feet)  COMP
 EH2585  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EH2585
 EH2585  VERT ORDER  -  FIRST     CLASS II
 EH2585
 EH2585.The horizontal coordinates were scaled from a topographic map and have
 EH2585.an estimated accuracy of +/- 6 seconds.
 EH2585
 EH2585.The orthometric height was determined by differential leveling
 EH2585.and adjusted by the National Geodetic Survey in June 1991..
 EH2585
 EH2585.The geoid height was determined by GEOID03.
 EH2585
 EH2585.The dynamic height is computed by dividing the NAVD 88
 EH2585.geopotential number by the normal gravity value computed on the
 EH2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2585.degrees latitude (g = 980.6199 gals.).
 EH2585
 EH2585.The modeled gravity was interpolated from observed gravity values.
 EH2585
 EH2585;                    North         East    Units  Estimated Accuracy
 EH2585;SPC AR S     -   565,770.      415,160.      MT  (+/- 180 meters Scaled)
 EH2585
 EH2585                          SUPERSEDED SURVEY CONTROL
 EH2585
 EH2585.No superseded survey control is available for this station.
 EH2585
 EH2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT073806(NAD 83)
 EH2585_MARKER: I = METAL ROD
 EH2585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2585_SP_SET: STAINLESS STEEL ROD
 EH2585_STAMPING: H 289 1984
 EH2585_MARK LOGO: NGS   
 EH2585_PROJECTION: FLUSH
 EH2585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2585_ROD/PIPE-DEPTH: 11.0 meters
 EH2585
 EH2585  HISTORY     - Date     Condition        Report By
 EH2585  HISTORY     - 1984     MONUMENTED       NGS
 EH2585  HISTORY     - 1988     GOOD             USPSQD
 EH2585  HISTORY     - 1989     GOOD             USPSQD
 EH2585  HISTORY     - 1990     GOOD             USPSQD
 EH2585
 EH2585                          STATION DESCRIPTION
 EH2585
 EH2585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2585'4.2 KM (2.6 MI) NW FROM MOSCOW.
 EH2585'4.2 KM (2.6 MI) NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2585'IN MOSCOW, THENCE ABOUT 30.5 METERS (100.0 FT) SOUTH ALONG
 EH2585'ABERNATHY-HAYNES ROAD, AT THE CROSSING OF THE MISSOURI PACIFIC
 EH2585'RAILROAD, SET NEAR THE SOUTHEAST CORNER OF THE INTERSECTION,
 EH2585'16.15 METERS (53.0 FT) SOUTH OF THE SOUTH RAIL, 7.01 METERS (23.0 FT)
 EH2585'SOUTHWEST OF A TELEGRAPH POLE, 5.63 METERS (18.5 FT) EAST OF THE
 EH2585'CENTER OF ABERNATHY-HAYNES ROAD, 2.13 METERS (7.0 FT) SOUTHEAST OF A
 EH2585'POLE WITH A SIGN MARKING AN UNDERGROUND CABLE, AND 0.6 METER (2.0 FT)
 EH2585'EAST OF A POWER LINE POLE.  NOTE, DRIVING RATE OF ONE FOOT PER MINUTE
 EH2585'EXCEEDED.
 EH2585'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 EH2585'THE MARK IS ABOVE LEVEL WITH ABERNATHY-HAYNES ROAD.
 EH2585
 EH2585                          STATION RECOVERY (1988)
 EH2585
 EH2585'RECOVERY NOTE BY US POWER SQUADRON 1988 (USP)
 EH2585'RECOVERED IN GOOD CONDITION.
 EH2585
 EH2585                          STATION RECOVERY (1989)
 EH2585
 EH2585'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2585'RECOVERED IN GOOD CONDITION.
 EH2585
 EH2585                          STATION RECOVERY (1990)
 EH2585
 EH2585'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0177 ***********************************************************************
 FH0177  DESIGNATION -  H 29
 FH0177  PID         -  FH0177
 FH0177  STATE/COUNTY-  AR/FRANKLIN
 FH0177  USGS QUAD   -  MULBERRY (1987)
 FH0177
 FH0177                         *CURRENT SURVEY CONTROL
 FH0177  ___________________________________________________________________
 FH0177* NAD 83(1986)-  35 28 52.     (N)    094 01 18.     (W)     SCALED    
 FH0177* NAVD 88     -       124.838  (meters)     409.57   (feet)  ADJUSTED  
 FH0177  ___________________________________________________________________
 FH0177  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FH0177  DYNAMIC HT  -         124.723 (meters)     409.20  (feet)  COMP
 FH0177  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 FH0177
 FH0177  VERT ORDER  -  FIRST     CLASS II
 FH0177
 FH0177.The horizontal coordinates were scaled from a topographic map and have
 FH0177.an estimated accuracy of +/- 6 seconds.
 FH0177
 FH0177.The orthometric height was determined by differential leveling
 FH0177.and adjusted by the National Geodetic Survey in June 1991..
 FH0177
 FH0177.The geoid height was determined by GEOID03.
 FH0177
 FH0177.The dynamic height is computed by dividing the NAVD 88
 FH0177.geopotential number by the normal gravity value computed on the
 FH0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0177.degrees latitude (g = 980.6199 gals.).
 FH0177
 FH0177.The modeled gravity was interpolated from observed gravity values.
 FH0177
 FH0177;                    North         East    Units  Estimated Accuracy
 FH0177;SPC AR N     -   129,220.      216,560.      MT  (+/- 180 meters Scaled)
 FH0177
 FH0177                          SUPERSEDED SURVEY CONTROL
 FH0177
 FH0177  NGVD 29 (??/??/92)  124.776  (m)          409.37   (f) ADJ UNCH    1 2
 FH0177
 FH0177.Superseded values are not recommended for survey control.
 FH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0177.See file dsdata.txt to determine how the superseded data were derived.
 FH0177
 FH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV073268(NAD 83)
 FH0177_MARKER: DB = BENCH MARK DISK
 FH0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0177_STAMPING: 409.369 H 29 1932
 FH0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0177+STABILITY: SURFACE MOTION
 FH0177
 FH0177  HISTORY     - Date     Condition        Report By
 FH0177  HISTORY     - 1932     MONUMENTED       CGS
 FH0177  HISTORY     - 1959     GOOD             NGS
 FH0177
 FH0177                          STATION DESCRIPTION
 FH0177
 FH0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FH0177'2 MI E FROM MULBERRY.
 FH0177'IN FRANKLIN COUNTY, ABOUT 2.0 MILES EAST ALONG THE MISSOURI
 FH0177'PACIFIC RAILROAD FROM MULBERRY, CRAWFORD COUNTY, ABOUT 26 POLES
 FH0177'WEST OF MILEPOST 477, AT A ROAD CROSSING, 49 FEET NORTH OF THE
 FH0177'TRACK, AND 20 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED
 FH0177'409.369 H 29 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FH0177
 FH0177                          STATION RECOVERY (1959)
 FH0177
 FH0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1665 ***********************************************************************
 EJ1665  DESIGNATION -  H 290
 EJ1665  PID         -  EJ1665
 EJ1665  STATE/COUNTY-  AR/PULASKI
 EJ1665  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1665
 EJ1665                         *CURRENT SURVEY CONTROL
 EJ1665  ___________________________________________________________________
 EJ1665* NAD 83(1986)-  34 48 18.     (N)    092 17 29.     (W)     SCALED    
 EJ1665* NAVD 88     -        91.996  (meters)     301.82   (feet)  ADJUSTED  
 EJ1665  ___________________________________________________________________
 EJ1665  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ1665  DYNAMIC HT  -          91.910 (meters)     301.54  (feet)  COMP
 EJ1665  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 EJ1665
 EJ1665  VERT ORDER  -  FIRST     CLASS II
 EJ1665
 EJ1665.The horizontal coordinates were scaled from a topographic map and have
 EJ1665.an estimated accuracy of +/- 6 seconds.
 EJ1665
 EJ1665.The orthometric height was determined by differential leveling
 EJ1665.and adjusted by the National Geodetic Survey in June 1991..
 EJ1665
 EJ1665.The geoid height was determined by GEOID03.
 EJ1665
 EJ1665.The dynamic height is computed by dividing the NAVD 88
 EJ1665.geopotential number by the normal gravity value computed on the
 EJ1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1665.degrees latitude (g = 980.6199 gals.).
 EJ1665
 EJ1665.The modeled gravity was interpolated from observed gravity values.
 EJ1665
 EJ1665;                    North         East    Units  Estimated Accuracy
 EJ1665;SPC AR S     -   637,210.      373,340.      MT  (+/- 180 meters Scaled)
 EJ1665
 EJ1665                          SUPERSEDED SURVEY CONTROL
 EJ1665
 EJ1665  NGVD 29 (06/07/95)   92.056  (m)          302.02   (f) ADJUSTED    1 2
 EJ1665
 EJ1665.Superseded values are not recommended for survey control.
 EJ1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1665.See file dsdata.txt to determine how the superseded data were derived.
 EJ1665
 EJ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU648516(NAD 83)
 EJ1665_MARKER: I = METAL ROD
 EJ1665_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1665+WITH SETTING: INFORMATION.
 EJ1665_SP_SET: SHALLOW SET METAL ROD
 EJ1665_STAMPING: H 290 1984
 EJ1665_MARK LOGO: NGS   
 EJ1665_PROJECTION: RECESSED 5 CENTIMETERS
 EJ1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1665_ROD/PIPE-DEPTH: 2.93 meters
 EJ1665
 EJ1665  HISTORY     - Date     Condition        Report By
 EJ1665  HISTORY     - 1984     MONUMENTED       NGS
 EJ1665  HISTORY     - 1988     GOOD             USPSQD
 EJ1665  HISTORY     - 1988     POOR             USPSQD
 EJ1665  HISTORY     - 1989     GOOD             USPSQD
 EJ1665  HISTORY     - 1989     GOOD             USPSQD
 EJ1665  HISTORY     - 1990     GOOD             USPSQD
 EJ1665  HISTORY     - 20030320 POOR             USACE
 EJ1665
 EJ1665                          STATION DESCRIPTION
 EJ1665
 EJ1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1665'IN NORTH LITTLE ROCK.
 EJ1665'IN NORTH LITTLE ROCK, THE MARK IS SET AT THE JUNCTION OF STATE HIGHWAY
 EJ1665'365 AND ROCK STREET, 2.5 KM (1.55 MI) NORTHWEST ALONG HIGHWAY 365 FROM
 EJ1665'THE INTERSTATE 40 OVERPASS TO THE MARK ON THE RIGHT, 20.27 METERS
 EJ1665'(66.5 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EJ1665'29.96 METERS (98.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF AN EXXON
 EJ1665'SERVICE STATION, 8.90 METERS (29.2 FT) SOUTH OF THE CENTERLINE OF ROCK
 EJ1665'STREET, 4.15 METERS (13.6 FT) NORTH OF THE SOUTH SECTION OF A ROW OF
 EJ1665'SHRUBS SURROUNDING THE MARK, 2.87 METERS (9.4 FT) SOUTH OF THE NORTH
 EJ1665'SECTION OF A ROW OF SHRUBS SURROUNDING THE MARK, AND 2.19 METERS
 EJ1665'(7.2 FT) NORTH-NORTHWEST OF THE BASE OF THE BRACEPOST OF AN EXXON
 EJ1665'SIGN.
 EJ1665'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1665
 EJ1665                          STATION RECOVERY (1988)
 EJ1665
 EJ1665'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1665'RECOVERED IN GOOD CONDITION.
 EJ1665
 EJ1665                          STATION RECOVERY (1988)
 EJ1665
 EJ1665'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 EJ1665'MARK RECOVERED IN POOR CONDITION.
 EJ1665
 EJ1665                          STATION RECOVERY (1989)
 EJ1665
 EJ1665'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ1665'RECOVERED IN GOOD CONDITION.
 EJ1665
 EJ1665                          STATION RECOVERY (1989)
 EJ1665
 EJ1665'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1665'RECOVERED IN GOOD CONDITION.
 EJ1665
 EJ1665                          STATION RECOVERY (1990)
 EJ1665
 EJ1665'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ1665'RECOVERED IN GOOD CONDITION.
 EJ1665
 EJ1665                          STATION RECOVERY (2003)
 EJ1665
 EJ1665'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (KEH)
 EJ1665'RECOVERED AS DESCRIBED.  SERVICE STATION HAS BEEN TORN DOWN.  HEAVY
 EJ1665'EQUIPMENT HAS RUN OVER THE MARK, FORCING THE LID AND RING DOWN INTO
 EJ1665'THE GROUND.  THE ROD FORCES THE LID TO BE PROPED OPEN.  A NEW ORANGE
 EJ1665'CARSONITE POST WAS PLACED NEAR THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1545 ***********************************************************************
 FG1545  DESIGNATION -  H 291
 FG1545  PID         -  FG1545
 FG1545  STATE/COUNTY-  AR/FAULKNER
 FG1545  USGS QUAD   -  GLEASON (1991)
 FG1545
 FG1545                         *CURRENT SURVEY CONTROL
 FG1545  ___________________________________________________________________
 FG1545* NAD 83(1986)-  35 06 40.     (N)    092 30 27.     (W)     SCALED    
 FG1545* NAVD 88     -       100.332  (meters)     329.17   (feet)  ADJUSTED  
 FG1545  ___________________________________________________________________
 FG1545  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG1545  DYNAMIC HT  -         100.238 (meters)     328.86  (feet)  COMP
 FG1545  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FG1545
 FG1545  VERT ORDER  -  FIRST     CLASS II
 FG1545
 FG1545.The horizontal coordinates were scaled from a topographic map and have
 FG1545.an estimated accuracy of +/- 6 seconds.
 FG1545
 FG1545.The orthometric height was determined by differential leveling
 FG1545.and adjusted by the National Geodetic Survey in June 1991..
 FG1545
 FG1545.The geoid height was determined by GEOID03.
 FG1545
 FG1545.The dynamic height is computed by dividing the NAVD 88
 FG1545.geopotential number by the normal gravity value computed on the
 FG1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1545.degrees latitude (g = 980.6199 gals.).
 FG1545
 FG1545.The modeled gravity was interpolated from observed gravity values.
 FG1545
 FG1545;                    North         East    Units  Estimated Accuracy
 FG1545;SPC AR N     -    86,410.      353,740.      MT  (+/- 180 meters Scaled)
 FG1545
 FG1545                          SUPERSEDED SURVEY CONTROL
 FG1545
 FG1545  NGVD 29 (06/07/95)  100.365  (m)          329.28   (f) ADJUSTED    1 2
 FG1545
 FG1545.Superseded values are not recommended for survey control.
 FG1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1545.See file dsdata.txt to determine how the superseded data were derived.
 FG1545
 FG1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU448854(NAD 83)
 FG1545_MARKER: I = METAL ROD
 FG1545_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1545+WITH SETTING: INFORMATION.
 FG1545_SP_SET: SHALLOW SET METAL ROD
 FG1545_STAMPING: H 291 1984
 FG1545_MARK LOGO: NGS   
 FG1545_PROJECTION: RECESSED 2 CENTIMETERS
 FG1545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1545_ROD/PIPE-DEPTH: 2.59 meters
 FG1545
 FG1545  HISTORY     - Date     Condition        Report By
 FG1545  HISTORY     - 1984     MONUMENTED       NGS
 FG1545  HISTORY     - 1988     GOOD             USPSQD
 FG1545  HISTORY     - 1989     GOOD             USPSQD
 FG1545  HISTORY     - 1989     GOOD             USPSQD
 FG1545
 FG1545                          STATION DESCRIPTION
 FG1545
 FG1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1545'8.9 KM (5.55 MI) NW FROM CONWAY.
 FG1545'1.0 KM (0.65 MI) NORTH-NORTHWEST ALONG FRONT STREET FROM THE POST
 FG1545'OFFICE IN CONWAY, THENCE 0.1 KM (0.05 MI) WEST ALONG INDEPENDENCE
 FG1545'STREET, THENCE 1.7 KM (1.05 MI) NORTH ALONG WASHINGTON STREET, THENCE
 FG1545'6.1 KM (3.8 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE
 FG1545'LEFT, ALSO 6.8 KM (4.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE
 FG1545'POST OFFICE IN MENIFEE TO THE MARK ON THE RIGHT, 13.84 METERS
 FG1545'(45.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5.73 METERS
 FG1545'(18.8 FT) SOUTH-SOUTHWEST OF THE WEST END OF A METAL PIPE CULVERT
 FG1545'UNDER THE DRIVEWAY TO A TRAILER HOUSE, 4.66 METERS (15.3 FT) WEST OF
 FG1545'THE APPROXIMATE CENTER OF THE DRIVEWAY, AND 0.37 METERS (1.2 FT) NORTH
 FG1545'OF A WIRE MESH FENCE AROUND THE TRAILER AND PROPERTY.  NOTE, THE ROD
 FG1545'WAS DRIVEN TO REFUSAL.
 FG1545'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 FG1545'THE MARK IS 0.91 M ABOVE HIGHWAY.
 FG1545
 FG1545                          STATION RECOVERY (1988)
 FG1545
 FG1545'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1545'RECOVERED IN GOOD CONDITION.
 FG1545
 FG1545                          STATION RECOVERY (1989)
 FG1545
 FG1545'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1545'RECOVERED IN GOOD CONDITION.
 FG1545
 FG1545                          STATION RECOVERY (1989)
 FG1545
 FG1545'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1731 ***********************************************************************
 DK1731  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1731  DESIGNATION -  H 292
 DK1731  PID         -  DK1731
 DK1731  STATE/COUNTY-  AR/DESHA
 DK1731  USGS QUAD   -  GOULD (1964)
 DK1731
 DK1731                         *CURRENT SURVEY CONTROL
 DK1731  ___________________________________________________________________
 DK1731* NAD 83(1997)-  33 56 32.95739(N)    091 31 39.04905(W)     ADJUSTED  
 DK1731* NAVD 88     -        49.04   (meters)     160.9    (feet)  GPS OBS   
 DK1731  ___________________________________________________________________
 DK1731  X           -    -141,197.833 (meters)                     COMP
 DK1731  Y           -  -5,294,959.710 (meters)                     COMP
 DK1731  Z           -   3,541,168.898 (meters)                     COMP
 DK1731  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 DK1731  ELLIP HEIGHT-          22.96  (meters)          (04/05/04) GPS OBS
 DK1731  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK1731
 DK1731  HORZ ORDER  -  B
 DK1731  ELLP ORDER  -  FOURTH    CLASS I
 DK1731
 DK1731.The horizontal coordinates were established by GPS observations
 DK1731.and adjusted by the National Geodetic Survey in April 2004..
 DK1731
 DK1731.The orthometric height was determined by GPS observations and a
 DK1731.high-resolution geoid model using precise GPS observation and
 DK1731.processing techniques. It supersedes the leveled height previously
 DK1731.determined for this station.
 DK1731
 DK1731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1731
 DK1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1731
 DK1731.The ellipsoidal height was determined by GPS observations
 DK1731.and is referenced to NAD 83.
 DK1731
 DK1731.The geoid height was determined by GEOID03.
 DK1731
 DK1731;                    North         East     Units Scale Factor Converg.
 DK1731;SPC AR S     -   541,604.780   443,676.288   MT  0.99991975   +0 15 52.0
 DK1731;SPC AR S     - 1,776,915.02  1,455,627.95   sFT  0.99991975   +0 15 52.0
 DK1731;UTM  15      - 3,756,755.680   636,078.184   MT  0.99982827   +0 49 20.3
 DK1731
 DK1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1731!SPC AR S     -   0.99999640  x   0.99991975  =   0.99991615
 DK1731!UTM  15      -   0.99999640  x   0.99982827  =   0.99982467
 DK1731
 DK1731                          SUPERSEDED SURVEY CONTROL
 DK1731
 DK1731  NAVD 88 (06/15/91)   48.924  (m)          160.51   (f) ADJUSTED    1 2
 DK1731
 DK1731.Superseded values are not recommended for survey control.
 DK1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1731.See file dsdata.txt to determine how the superseded data were derived.
 DK1731
 DK1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3607856756(NAD 83)
 DK1731_MARKER: I = METAL ROD
 DK1731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK1731_SP_SET: STAINLESS STEEL ROD
 DK1731_STAMPING: H 292 1984
 DK1731_MARK LOGO: NGS   
 DK1731_PROJECTION: FLUSH
 DK1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1731+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 DK1731_ROD/PIPE-DEPTH: 24.4 meters
 DK1731
 DK1731  HISTORY     - Date     Condition        Report By
 DK1731  HISTORY     - 1984     MONUMENTED       NGS
 DK1731  HISTORY     - 1988     GOOD             USPSQD
 DK1731  HISTORY     - 1989     GOOD             USPSQD
 DK1731  HISTORY     - 1990     GOOD             USPSQD
 DK1731  HISTORY     - 20020405 GOOD             USACE
 DK1731
 DK1731                          STATION DESCRIPTION
 DK1731
 DK1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1731'6.0 KM (3.7 MI) SE FROM GOULD.
 DK1731'6.0 KM (3.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE JUNCTION OF
 DK1731'STATE HIGHWAY 114 EAST IN GOULD, AT A SIDE ROAD LEADING WEST, SET BY A
 DK1731'SERVICE POLE WITH A METER SERVING A SIGNAL LIGHT NUMBER 4237 FOR THE
 DK1731'MISSOURI PACIFIC RAILROAD, ALSO O.3 KM (0.2 MI) EAST ALONG STATE
 DK1731'HIGHWAY 54 FROM THE HIGH SCHOOL IN DUMAS, THENCE 7.9 KM (4.9 MI)
 DK1731'NORTHWEST ALONG U.S. HIGHWAY 65, 57.91 METERS (190.0 FT) SOUTHWEST OF
 DK1731'THE CENTER LINE OF THE HIGHWAY, 38.40 METERS (126.5 FT) SOUTHEAST OF
 DK1731'THE CENTER OF A FARM ROAD CROSSING THE RAILROAD TRACKS, 8.38 METERS
 DK1731'(27.5 FT) EAST-NORTHEAST OF THE SIGNAL LIGHTPOLE NUMBER 4237,
 DK1731'3.50 METERS (11.5 FT) NORTHEAST OF THE NORTHEAST RAIL, AND 0.73 METERS
 DK1731'(2.4 FT) SOUTHEAST OF THE SERVICE POLE WITH A LIGHT METER NUMBER KB
 DK1731'939 293.
 DK1731'THE MARK IS 0.70 METERS  NW FROM A WITNESS POST.
 DK1731'THE MARK IS 0.70 M BELOW TRACKS.
 DK1731
 DK1731                          STATION RECOVERY (1988)
 DK1731
 DK1731'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1731'RECOVERED IN GOOD CONDITION.
 DK1731
 DK1731                          STATION RECOVERY (1989)
 DK1731
 DK1731'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1731'RECOVERED IN GOOD CONDITION.
 DK1731
 DK1731                          STATION RECOVERY (1990)
 DK1731
 DK1731'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1731'RECOVERED IN GOOD CONDITION.
 DK1731
 DK1731                          STATION RECOVERY (2002)
 DK1731
 DK1731'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1570 ***********************************************************************
 FG1570  DESIGNATION -  H 293
 FG1570  PID         -  FG1570
 FG1570  STATE/COUNTY-  AR/POPE
 FG1570  USGS QUAD   -  ATKINS (1989)
 FG1570
 FG1570                         *CURRENT SURVEY CONTROL
 FG1570  ___________________________________________________________________
 FG1570* NAD 83(1986)-  35 14 32.     (N)    092 55 13.     (W)     SCALED    
 FG1570* NAVD 88     -       100.329  (meters)     329.16   (feet)  ADJUSTED  
 FG1570  ___________________________________________________________________
 FG1570  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FG1570  DYNAMIC HT  -         100.234 (meters)     328.85  (feet)  COMP
 FG1570  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 FG1570
 FG1570  VERT ORDER  -  FIRST     CLASS II
 FG1570
 FG1570.The horizontal coordinates were scaled from a topographic map and have
 FG1570.an estimated accuracy of +/- 6 seconds.
 FG1570
 FG1570.The orthometric height was determined by differential leveling
 FG1570.and adjusted by the National Geodetic Survey in June 1991..
 FG1570
 FG1570.The geoid height was determined by GEOID03.
 FG1570
 FG1570.The dynamic height is computed by dividing the NAVD 88
 FG1570.geopotential number by the normal gravity value computed on the
 FG1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1570.degrees latitude (g = 980.6199 gals.).
 FG1570
 FG1570.The modeled gravity was interpolated from observed gravity values.
 FG1570
 FG1570;                    North         East    Units  Estimated Accuracy
 FG1570;SPC AR N     -   101,230.      316,240.      MT  (+/- 180 meters Scaled)
 FG1570
 FG1570                          SUPERSEDED SURVEY CONTROL
 FG1570
 FG1570.No superseded survey control is available for this station.
 FG1570
 FG1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU072999(NAD 83)
 FG1570_MARKER: I = METAL ROD
 FG1570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1570_SP_SET: STAINLESS STEEL ROD
 FG1570_STAMPING: H 293 1984
 FG1570_MARK LOGO: NGS   
 FG1570_PROJECTION: FLUSH
 FG1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1570_ROD/PIPE-DEPTH: 5.49 meters
 FG1570
 FG1570  HISTORY     - Date     Condition        Report By
 FG1570  HISTORY     - 1984     MONUMENTED       NGS
 FG1570  HISTORY     - 1987     GOOD             USPSQD
 FG1570  HISTORY     - 1987     GOOD             USPSQD
 FG1570  HISTORY     - 1988     GOOD             USPSQD
 FG1570  HISTORY     - 1989     GOOD             USPSQD
 FG1570  HISTORY     - 1989     GOOD             USPSQD
 FG1570
 FG1570                          STATION DESCRIPTION
 FG1570
 FG1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1570'1.6 KM (1.0 MI) EAST FROM ATKINS.
 FG1570'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1570'THENCE 1.4 KM (0.9 MI) EAST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE
 FG1570'LEFT, 15.09 METERS (49.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FG1570'26.37 METERS (86.5 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 FG1570'BRIDGE OVER OAK CREEK, 22.43 METERS (73.6 FT) SOUTHEAST OF THE
 FG1570'SOUTHEAST CORNER OF A MEDIUM SIZED CINDER BLOCK BUILDING, 11.61 METERS
 FG1570'(38.1 FT) EAST-NORTHEAST OF THE EAST END OF A METAL PIPE CULVERT UNDER
 FG1570'THE DRIVEWAY TO THE BUILDING, AND 0.76 METERS (2.5 FT) WEST OF A
 FG1570'CORNER FENCE POST (RAILROAD TIE).
 FG1570'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FG1570'THE MARK IS 0.15 M BELOW HIGHWAY.
 FG1570
 FG1570                          STATION RECOVERY (1987)
 FG1570
 FG1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1570'RECOVERED IN GOOD CONDITION.
 FG1570
 FG1570                          STATION RECOVERY (1987)
 FG1570
 FG1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1570'RECOVERED IN GOOD CONDITION.
 FG1570
 FG1570                          STATION RECOVERY (1988)
 FG1570
 FG1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1570'RECOVERED IN GOOD CONDITION.
 FG1570
 FG1570                          STATION RECOVERY (1989)
 FG1570
 FG1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1570'RECOVERED IN GOOD CONDITION.
 FG1570
 FG1570                          STATION RECOVERY (1989)
 FG1570
 FG1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1607 ***********************************************************************
 FG1607  DESIGNATION -  H 294
 FG1607  PID         -  FG1607
 FG1607  STATE/COUNTY-  AR/JOHNSON
 FG1607  USGS QUAD   -  KNOXVILLE (1993)
 FG1607
 FG1607                         *CURRENT SURVEY CONTROL
 FG1607  ___________________________________________________________________
 FG1607* NAD 83(1986)-  35 22 53.     (N)    093 21 47.     (W)     SCALED    
 FG1607* NAVD 88     -       118.330  (meters)     388.22   (feet)  ADJUSTED  
 FG1607  ___________________________________________________________________
 FG1607  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 FG1607  DYNAMIC HT  -         118.220 (meters)     387.86  (feet)  COMP
 FG1607  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FG1607
 FG1607  VERT ORDER  -  FIRST     CLASS II
 FG1607
 FG1607.The horizontal coordinates were scaled from a topographic map and have
 FG1607.an estimated accuracy of +/- 6 seconds.
 FG1607
 FG1607.The orthometric height was determined by differential leveling
 FG1607.and adjusted by the National Geodetic Survey in June 1991..
 FG1607
 FG1607.The geoid height was determined by GEOID03.
 FG1607
 FG1607.The dynamic height is computed by dividing the NAVD 88
 FG1607.geopotential number by the normal gravity value computed on the
 FG1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1607.degrees latitude (g = 980.6199 gals.).
 FG1607
 FG1607.The modeled gravity was interpolated from observed gravity values.
 FG1607
 FG1607;                    North         East    Units  Estimated Accuracy
 FG1607;SPC AR N     -   117,130.      276,160.      MT  (+/- 180 meters Scaled)
 FG1607
 FG1607                          SUPERSEDED SURVEY CONTROL
 FG1607
 FG1607.No superseded survey control is available for this station.
 FG1607
 FG1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV670153(NAD 83)
 FG1607_MARKER: I = METAL ROD
 FG1607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1607_SP_SET: STAINLESS STEEL ROD
 FG1607_STAMPING: H 294 1984
 FG1607_MARK LOGO: NGS   
 FG1607_PROJECTION: FLUSH
 FG1607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1607+STABILITY: POSITION/ELEVATION WELL
 FG1607_ROD/PIPE-DEPTH: 3.93 meters
 FG1607
 FG1607  HISTORY     - Date     Condition        Report By
 FG1607  HISTORY     - 1984     MONUMENTED       NGS
 FG1607  HISTORY     - 1987     GOOD             USPSQD
 FG1607  HISTORY     - 1988     GOOD             USPSQD
 FG1607  HISTORY     - 1989     GOOD             USPSQD
 FG1607  HISTORY     - 1990     GOOD             USPSQD
 FG1607
 FG1607                          STATION DESCRIPTION
 FG1607
 FG1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1607'0.2 KM (0.15 MI) SE FROM KNOXVILLE.
 FG1607'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 315 FROM THE POST OFFICE IN
 FG1607'KNOXVILLE, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 64 AT
 FG1607'THE REYARK INCORPORATED BUILDING AND OFFICE ON THE NORTHEAST SIDE OF
 FG1607'THE HIGHWAY, 23.01 METERS (75.5 FT) NORTHEAST OF THE CENTERLINE OF
 FG1607'HIGHWAY 64,17.83 METERS (58.5 FT) NORTHEAST OF THE OFFICE DOOR TO THE
 FG1607'REYARK INCORPORATED BUILDING, 1.37 METERS (4.5 FT) WEST OF THE SOUTH
 FG1607'CORNER OF THE REYARK INCORPORATED BUILDING, 0.91 METERS (3.0 FT)
 FG1607'SOUTHWEST OF THE SOUTHWEST FACE OF THE REYARK INCORPORATED BUILDING,
 FG1607'AND 0.91 METERS (3.0 FT) NORTHWEST OF A 7 FOOT SECURITY FENCE.  NOTE,
 FG1607'ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH IN ROCK.
 FG1607'THE MARK IS 11.1 METERS  NE FROM A WITNESS POST.
 FG1607'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1607
 FG1607                          STATION RECOVERY (1987)
 FG1607
 FG1607'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1607'RECOVERED IN GOOD CONDITION.
 FG1607
 FG1607                          STATION RECOVERY (1988)
 FG1607
 FG1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1607'RECOVERED IN GOOD CONDITION.
 FG1607
 FG1607                          STATION RECOVERY (1989)
 FG1607
 FG1607'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1607'RECOVERED IN GOOD CONDITION.
 FG1607
 FG1607                          STATION RECOVERY (1990)
 FG1607
 FG1607'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1659 ***********************************************************************
 FG1659  DESIGNATION -  H 295
 FG1659  PID         -  FG1659
 FG1659  STATE/COUNTY-  AR/FRANKLIN
 FG1659  USGS QUAD   -  CECIL (1993)
 FG1659
 FG1659                         *CURRENT SURVEY CONTROL
 FG1659  ___________________________________________________________________
 FG1659* NAD 83(1986)-  35 26 35.     (N)    093 59 19.     (W)     SCALED    
 FG1659* NAVD 88     -       198.759  (meters)     652.10   (feet)  ADJUSTED  
 FG1659  ___________________________________________________________________
 FG1659  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FG1659  DYNAMIC HT  -         198.574 (meters)     651.49  (feet)  COMP
 FG1659  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 FG1659
 FG1659  VERT ORDER  -  FIRST     CLASS II
 FG1659
 FG1659.The horizontal coordinates were scaled from a topographic map and have
 FG1659.an estimated accuracy of +/- 6 seconds.
 FG1659
 FG1659.The orthometric height was determined by differential leveling
 FG1659.and adjusted by the National Geodetic Survey in June 1991..
 FG1659
 FG1659.The geoid height was determined by GEOID03.
 FG1659
 FG1659.The dynamic height is computed by dividing the NAVD 88
 FG1659.geopotential number by the normal gravity value computed on the
 FG1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1659.degrees latitude (g = 980.6199 gals.).
 FG1659
 FG1659.The modeled gravity was interpolated from observed gravity values.
 FG1659
 FG1659;                    North         East    Units  Estimated Accuracy
 FG1659;SPC AR N     -   124,940.      219,470.      MT  (+/- 180 meters Scaled)
 FG1659
 FG1659                          SUPERSEDED SURVEY CONTROL
 FG1659
 FG1659.No superseded survey control is available for this station.
 FG1659
 FG1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV102226(NAD 83)
 FG1659_MARKER: I = METAL ROD
 FG1659_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1659+WITH SETTING: INFORMATION.
 FG1659_SP_SET: SHALLOW SET METAL ROD
 FG1659_STAMPING: H 295 1984
 FG1659_MARK LOGO: NGS   
 FG1659_PROJECTION: FLUSH
 FG1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1659_ROD/PIPE-DEPTH: 2.13 meters
 FG1659
 FG1659  HISTORY     - Date     Condition        Report By
 FG1659  HISTORY     - 1984     MONUMENTED       NGS
 FG1659  HISTORY     - 1988     GOOD             USPSQD
 FG1659  HISTORY     - 1988     GOOD             USPSQD
 FG1659  HISTORY     - 1989     GOOD             USPSQD
 FG1659  HISTORY     - 1990     GOOD             USPSQD
 FG1659
 FG1659                          STATION DESCRIPTION
 FG1659
 FG1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1659'5.3 KM (3.3 MI) WEST FROM CECIL.
 FG1659'5.33 KM (3.3 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FG1659'CECIL, TO THE MARK ON THE LEFT, 13.56 METERS (44.5 FT) SOUTH OF THE
 FG1659'CENTERLINE OF HIGHWAY 96, 20.33 METERS (66.7 FT) NORTH OF THE
 FG1659'NORTHEAST CORNER OF A SMALL ONE LEVEL HOUSE, 3.96 METERS (13.0 FT)
 FG1659'WEST OF THE CENTER OF A DRIVEWAY, AND 2.13 METERS (7.0 FT) WEST OF THE
 FG1659'END POST OF A FENCE.
 FG1659'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 FG1659'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FG1659
 FG1659                          STATION RECOVERY (1988)
 FG1659
 FG1659'RECOVERY NOTE BY US POWER SQUADRON 1988 (MFS)
 FG1659'RECOVERED IN GOOD CONDITION.
 FG1659
 FG1659                          STATION RECOVERY (1988)
 FG1659
 FG1659'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1659'RECOVERED IN GOOD CONDITION.
 FG1659
 FG1659                          STATION RECOVERY (1989)
 FG1659
 FG1659'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1659'RECOVERED IN GOOD CONDITION.
 FG1659
 FG1659                          STATION RECOVERY (1990)
 FG1659
 FG1659'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1635 ***********************************************************************
 FG1635  DESIGNATION -  H 296
 FG1635  PID         -  FG1635
 FG1635  STATE/COUNTY-  AR/FRANKLIN
 FG1635  USGS QUAD   -  COAL HILL (1993)
 FG1635
 FG1635                         *CURRENT SURVEY CONTROL
 FG1635  ___________________________________________________________________
 FG1635* NAD 83(1997)-  35 26 46.25346(N)    093 44 33.65334(W)     ADJUSTED  
 FG1635* NAVD 88     -       167.123  (meters)     548.30   (feet)  ADJUSTED  
 FG1635  ___________________________________________________________________
 FG1635  X           -    -339,563.292 (meters)                     COMP
 FG1635  Y           -  -5,190,894.181 (meters)                     COMP
 FG1635  Z           -   3,678,385.078 (meters)                     COMP
 FG1635  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 FG1635  ELLIP HEIGHT-         137.79  (meters)          (09/24/01) GPS OBS
 FG1635  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FG1635  DYNAMIC HT  -         166.967 (meters)     547.79  (feet)  COMP
 FG1635  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 FG1635
 FG1635  HORZ ORDER  -  FIRST
 FG1635  VERT ORDER  -  FIRST     CLASS II
 FG1635  ELLP ORDER  -  FOURTH    CLASS II
 FG1635
 FG1635.The horizontal coordinates were established by GPS observations
 FG1635.and adjusted by the National Geodetic Survey in September 1999..
 FG1635
 FG1635.The orthometric height was determined by differential leveling
 FG1635.and adjusted by the National Geodetic Survey in June 1991..
 FG1635
 FG1635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1635
 FG1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1635
 FG1635.The ellipsoidal height was determined by GPS observations
 FG1635.and is referenced to NAD 83.
 FG1635
 FG1635.The geoid height was determined by GEOID03.
 FG1635
 FG1635.The dynamic height is computed by dividing the NAVD 88
 FG1635.geopotential number by the normal gravity value computed on the
 FG1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1635.degrees latitude (g = 980.6199 gals.).
 FG1635
 FG1635.The modeled gravity was interpolated from observed gravity values.
 FG1635
 FG1635;                    North         East     Units Scale Factor Converg.
 FG1635;SPC AR N     -   124,860.802   241,800.114   MT  0.99993882   -1 00 50.6
 FG1635;SPC AR N     -   409,647.48    793,305.87   sFT  0.99993882   -1 00 50.6
 FG1635;UTM  15      - 3,922,778.071   432,598.392   MT  0.99965598   -0 25 50.6
 FG1635
 FG1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1635!SPC AR N     -   0.99997837  x   0.99993882  =   0.99991719
 FG1635!UTM  15      -   0.99997837  x   0.99965598  =   0.99963436
 FG1635
 FG1635                          SUPERSEDED SURVEY CONTROL
 FG1635
 FG1635  ELLIP H (09/14/99)  137.81   (m)                       GP(       ) 4 1
 FG1635  NAD 83(1997)-  35 26 46.26283(N)    093 44 33.65159(W) AD(       ) 1
 FG1635  NAD 83(1986)-  35 26 46.26429(N)    093 44 33.64610(W) AD(       ) 1
 FG1635  NAVD 88 (05/24/93)  167.12   (m)          548.3    (f) LEVELING    3  
 FG1635  NGVD 29 (11/13/90)  167.08   (m)          548.2    (f) LEVELING    3  
 FG1635
 FG1635.Superseded values are not recommended for survey control.
 FG1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1635.See file dsdata.txt to determine how the superseded data were derived.
 FG1635
 FG1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3259822778(NAD 83)
 FG1635_MARKER: I = METAL ROD
 FG1635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1635_SP_SET: STAINLESS STEEL ROD
 FG1635_STAMPING: H 296 1984
 FG1635_MARK LOGO: NGS   
 FG1635_PROJECTION: FLUSH
 FG1635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FG1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1635+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1992
 FG1635_ROD/PIPE-DEPTH: 4.63 meters
 FG1635
 FG1635  HISTORY     - Date     Condition        Report By
 FG1635  HISTORY     - 1984     MONUMENTED       NGS
 FG1635  HISTORY     - 1987     GOOD             USPSQD
 FG1635  HISTORY     - 1988     GOOD             USPSQD
 FG1635  HISTORY     - 1989     GOOD             USPSQD
 FG1635  HISTORY     - 1989     GOOD             USPSQD
 FG1635  HISTORY     - 19891001 GOOD             NGS
 FG1635  HISTORY     - 19900614 GOOD
 FG1635  HISTORY     - 19921111 GOOD             NOS
 FG1635
 FG1635                          STATION DESCRIPTION
 FG1635
 FG1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1635'1.7 KM (1.05 MI) EAST FROM ALTUS.
 FG1635'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1635'1.7 KM (1.05 MI)EAST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 FG1635'HIGHWAY 186 IN ALTUS, WHICH IS ABOUT 0.1 KM (0.5 MI) NORTHWEST OF THE
 FG1635'POST OFFICE IN ALTUS, AT A POWERLINE POLE NUMBER 303 12 ON THE NORTH
 FG1635'SIDE OF THE HIGHWAY, 13.41 KM (44.0 FT) NORTH OF THE CENTERLINE OF
 FG1635'HIGHWAY 64, 25.60 METERS (84.0 FT) WEST OF THE CENTER OF A GRAVEL
 FG1635'DRIVEWAY LEADING NORTH TO MR. DAVID CRABTREE HOUSE, 1.46 METERS
 FG1635'(4.8 FT) SOUTH-SOUTHWEST OF POWERLINE POLE NUMBER 303 12 WITH A
 FG1635'TRANSFORMER, 1.43 METERS (4.7 FT) EAST OF A GUY WIRE ANCHOR, AND
 FG1635'0.30 METERS (1.0 FT) SOUTH OF A NORTH RIGHT-OF-WAY FENCE.
 FG1635'THE MARK IS 0.39 METERS  SW FROM A WITNESS POST.
 FG1635
 FG1635                          STATION RECOVERY (1987)
 FG1635
 FG1635'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1635'RECOVERED IN GOOD CONDITION.
 FG1635
 FG1635                          STATION RECOVERY (1988)
 FG1635
 FG1635'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1635'RECOVERED IN GOOD CONDITION.
 FG1635
 FG1635                          STATION RECOVERY (1989)
 FG1635
 FG1635'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1635'RECOVERED IN GOOD CONDITION.
 FG1635
 FG1635                          STATION RECOVERY (1989)
 FG1635
 FG1635'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1635'RECOVERED IN GOOD CONDITION.
 FG1635
 FG1635                          STATION RECOVERY (1989)
 FG1635
 FG1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FG1635'STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) SOUTHEAST OF OZARK, 7.7 KM
 FG1635'(4.8 MI) WEST OF COAL HILL, AND 1.7 KM (1.1 MI) EAST OF ALTUS.
 FG1635'OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.
 FG1635'TO REACH THE STATION FROM THE JUNCTION ON U.S.HIGHWAY 64 AND STATE
 FG1635'HIGHWAY 186 IN ALTUS.  GO EAST ON U.S.HIGHWAY 64 FOR 1.70 KM
 FG1635'(1.06 MI)  TO THE STATION ON THE LEFT.  JUST BEFORE REACHING A
 FG1635'GRAVELED DRIVEWAY.
 FG1635'STATION IS A PUNCH MARK ON TOP OF A 5/8 INCH STAINLESS ROD. INCASED IN
 FG1635'A 5 INCH PVC PIPE. ACCESS IS THROUGH A 5 INCH LOGO CAP STAMPED---H
 FG1635'296 1984---.  IT IS 24.2 M (79.4 FT) WEST OF THE CENTER OF A GRAVELED
 FG1635'DRIVEWAY, 13.6 M (44.6 FT) NORTH OF THE CENTERLINE OF U.S.HIGHWAY 64,
 FG1635'1.3 M (4.3 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 303 12, 0.3 M
 FG1635'(1.0 FT) SOUTH OF A FENCE, AND 0.45 M (1.48 FT) SOUTHWEST OF A
 FG1635'CARSONITE WITNESS POST.
 FG1635'DESCRIBED BY E.J.HANSMANN.
 FG1635
 FG1635                          STATION RECOVERY (1990)
 FG1635
 FG1635'RECOVERED 1990
 FG1635'RECOVERED IN GOOD CONDITION.
 FG1635
 FG1635                          STATION RECOVERY (1992)
 FG1635
 FG1635'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 FG1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0790 ***********************************************************************
 FH0790  DESIGNATION -  H 297
 FH0790  PID         -  FH0790
 FH0790  STATE/COUNTY-  AR/SEBASTIAN
 FH0790  USGS QUAD   -  LAVACA (1997)
 FH0790
 FH0790                         *CURRENT SURVEY CONTROL
 FH0790  ___________________________________________________________________
 FH0790* NAD 83(1986)-  35 20 17.     (N)    094 13 02.     (W)     SCALED    
 FH0790* NAVD 88     -       118.913  (meters)     390.13   (feet)  ADJUSTED  
 FH0790  ___________________________________________________________________
 FH0790  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FH0790  DYNAMIC HT  -         118.802 (meters)     389.77  (feet)  COMP
 FH0790  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 FH0790
 FH0790  VERT ORDER  -  FIRST     CLASS II
 FH0790
 FH0790.The horizontal coordinates were scaled from a topographic map and have
 FH0790.an estimated accuracy of +/- 6 seconds.
 FH0790
 FH0790.The orthometric height was determined by differential leveling
 FH0790.and adjusted by the National Geodetic Survey in June 1991..
 FH0790
 FH0790.The geoid height was determined by GEOID03.
 FH0790
 FH0790.The dynamic height is computed by dividing the NAVD 88
 FH0790.geopotential number by the normal gravity value computed on the
 FH0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0790.degrees latitude (g = 980.6199 gals.).
 FH0790
 FH0790.The modeled gravity was interpolated from observed gravity values.
 FH0790
 FH0790;                    North         East    Units  Estimated Accuracy
 FH0790;SPC AR N     -   113,730.      198,460.      MT  (+/- 180 meters Scaled)
 FH0790
 FH0790                          SUPERSEDED SURVEY CONTROL
 FH0790
 FH0790.No superseded survey control is available for this station.
 FH0790
 FH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV893112(NAD 83)
 FH0790_MARKER: I = METAL ROD
 FH0790_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0790+WITH SETTING: INFORMATION.
 FH0790_SP_SET: SHALLOW SET METAL ROD
 FH0790_STAMPING: H 297 1984
 FH0790_MARK LOGO: NGS   
 FH0790_PROJECTION: FLUSH
 FH0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0790_ROD/PIPE-DEPTH: 2.44 meters
 FH0790
 FH0790  HISTORY     - Date     Condition        Report By
 FH0790  HISTORY     - 1984     MONUMENTED       NGS
 FH0790  HISTORY     - 1988     GOOD             USPSQD
 FH0790  HISTORY     - 1989     GOOD             USPSQD
 FH0790  HISTORY     - 1990     GOOD             USPSQD
 FH0790
 FH0790                          STATION DESCRIPTION
 FH0790
 FH0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0790'4.1 KM (2.55 MI) WEST FROM LAVACA.
 FH0790'0.5 KM (0.3 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0790'LAVACA, THENCE 3.6 KM (2.25 MI) WEST ALONG STATE 255 TO THE JUNCTION
 FH0790'OF COUNTY ROAD 272, THE MARK IS ON THE RIGHT, 10.27 METERS (33.7 FT)
 FH0790'NORTH OF THE CENTERLINE OF HIGHWAY 255, 9.54 METERS (31.3 FT) EAST OF
 FH0790'THE APPROXIMATE CENTER OF HIGHWAY 272, 5.64 METERS (18.5 FT) NORTHEAST
 FH0790'OF THE EAST END OF A PIPE CURVERT UNDER HIGHWAY 272, 1.22 METERS
 FH0790'(4.0 FT) EAST OF A CORNER FENCE POST, AND 0.43 METERS (1.4 FT) SOUTH
 FH0790'OF THE FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FH0790'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FH0790'THE MARK IS ABOVE LEVEL WITH HIGHWAY 255.
 FH0790
 FH0790                          STATION RECOVERY (1988)
 FH0790
 FH0790'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0790'RECOVERED IN GOOD CONDITION.
 FH0790
 FH0790                          STATION RECOVERY (1989)
 FH0790
 FH0790'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0790'RECOVERED IN GOOD CONDITION.
 FH0790
 FH0790                          STATION RECOVERY (1990)
 FH0790
 FH0790'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0813 ***********************************************************************
 FH0813  DESIGNATION -  H 298
 FH0813  PID         -  FH0813
 FH0813  STATE/COUNTY-  AR/SEBASTIAN
 FH0813  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0813
 FH0813                         *CURRENT SURVEY CONTROL
 FH0813  ___________________________________________________________________
 FH0813* NAD 83(1986)-  35 17 42.     (N)    094 23 15.     (W)     SCALED    
 FH0813* NAVD 88     -       153.915  (meters)     504.97   (feet)  ADJUSTED  
 FH0813  ___________________________________________________________________
 FH0813  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FH0813  DYNAMIC HT  -         153.768 (meters)     504.49  (feet)  COMP
 FH0813  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 FH0813
 FH0813  VERT ORDER  -  FIRST     CLASS II
 FH0813
 FH0813.The horizontal coordinates were scaled from a topographic map and have
 FH0813.an estimated accuracy of +/- 6 seconds.
 FH0813
 FH0813.The orthometric height was determined by differential leveling
 FH0813.and adjusted by the National Geodetic Survey in June 1991..
 FH0813
 FH0813.The geoid height was determined by GEOID03.
 FH0813
 FH0813.The dynamic height is computed by dividing the NAVD 88
 FH0813.geopotential number by the normal gravity value computed on the
 FH0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0813.degrees latitude (g = 980.6199 gals.).
 FH0813
 FH0813.The modeled gravity was interpolated from observed gravity values.
 FH0813
 FH0813;                    North         East    Units  Estimated Accuracy
 FH0813;SPC AR N     -   109,320.      182,870.      MT  (+/- 180 meters Scaled)
 FH0813
 FH0813                          SUPERSEDED SURVEY CONTROL
 FH0813
 FH0813.No superseded survey control is available for this station.
 FH0813
 FH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV738066(NAD 83)
 FH0813_MARKER: I = METAL ROD
 FH0813_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0813+WITH SETTING: INFORMATION.
 FH0813_SP_SET: SHALLOW SET METAL ROD
 FH0813_STAMPING: H 298 1985
 FH0813_MARK LOGO: NGS   
 FH0813_PROJECTION: FLUSH
 FH0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0813+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 FH0813_ROD/PIPE-DEPTH: 1.8  meters
 FH0813
 FH0813  HISTORY     - Date     Condition        Report By
 FH0813  HISTORY     - 1985     MONUMENTED       NGS
 FH0813  HISTORY     - 1987     GOOD             USPSQD
 FH0813  HISTORY     - 1987     GOOD             USPSQD
 FH0813  HISTORY     - 1988     GOOD             USPSQD
 FH0813  HISTORY     - 1989     GOOD             USPSQD
 FH0813  HISTORY     - 1990     GOOD             USPSQD
 FH0813  HISTORY     - 20040106 GOOD             ARHD
 FH0813
 FH0813                          STATION DESCRIPTION
 FH0813
 FH0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0813'11.8 KM (7.3 MI) SSE FROM FORT SMITH.
 FH0813'11.8 KM (7.3 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 71 SOUTHBOUND FROM
 FH0813'THE JUNCTION OF U.S. HIGHWAY 64 IN FORT SMITH, AT A DIRT ROAD LEADING
 FH0813'SOUTHWEST TO COLUMBUS ACRES (LOVEI FIELD), 2.2 KM (1.35 MI)
 FH0813'SOUTH-SOUTHEAST OF INTERSTATE HIGHWAY 540 OVERPASS BRIDGE OVER HIGHWAY
 FH0813'71, 18.6 METERS (61.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 71
 FH0813'SOUTHBOUND, 12.8 METERS (42.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER
 FH0813'OF A DIRT ROAD, 2.6 METERS (8.6 FT) SOUTHEAST OF A POWERLINE POLE,
 FH0813'1.2 METERS (3.8 FT) EAST-SOUTHEAST OF AN OLD FENCE LINE, AND
 FH0813'3.1 METERS (10.2 FT) SOUTHEAST OF THE SOUTHEAST SUPPORT POST OF THE
 FH0813'COLUMBUS ACRE SIGN.  NOTE, DRIVEN TO SUDDEN REFUSAL.
 FH0813'THE MARK IS 0.31 METERS  SE FROM A WITNESS POST.
 FH0813'THE MARK IS 1.2 M ABOVE HIGHWAY 71.
 FH0813
 FH0813                          STATION RECOVERY (1987)
 FH0813
 FH0813'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0813'RECOVERED IN GOOD CONDITION.
 FH0813
 FH0813                          STATION RECOVERY (1987)
 FH0813
 FH0813'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0813'RECOVERED IN GOOD CONDITION.
 FH0813
 FH0813                          STATION RECOVERY (1988)
 FH0813
 FH0813'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0813'RECOVERED IN GOOD CONDITION.
 FH0813
 FH0813                          STATION RECOVERY (1989)
 FH0813
 FH0813'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0813'RECOVERED IN GOOD CONDITION.
 FH0813
 FH0813                          STATION RECOVERY (1990)
 FH0813
 FH0813'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0813'RECOVERED IN GOOD CONDITION.
 FH0813
 FH0813                          STATION RECOVERY (2004)
 FH0813
 FH0813'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (DFC)
 FH0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0837 ***********************************************************************
 FH0837  DESIGNATION -  H 299
 FH0837  PID         -  FH0837
 FH0837  STATE/COUNTY-  AR/SCOTT
 FH0837  USGS QUAD   -  IONE (1987)
 FH0837
 FH0837                         *CURRENT SURVEY CONTROL
 FH0837  ___________________________________________________________________
 FH0837* NAD 83(1986)-  35 02 45.     (N)    094 07 19.     (W)     SCALED    
 FH0837* NAVD 88     -       168.404  (meters)     552.51   (feet)  ADJUSTED  
 FH0837  ___________________________________________________________________
 FH0837  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FH0837  DYNAMIC HT  -         168.235 (meters)     551.95  (feet)  COMP
 FH0837  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 FH0837
 FH0837  VERT ORDER  -  FIRST     CLASS II
 FH0837
 FH0837.The horizontal coordinates were scaled from a topographic map and have
 FH0837.an estimated accuracy of +/- 6 seconds.
 FH0837
 FH0837.The orthometric height was determined by differential leveling
 FH0837.and adjusted by the National Geodetic Survey in June 1991..
 FH0837
 FH0837.The geoid height was determined by GEOID03.
 FH0837
 FH0837.The dynamic height is computed by dividing the NAVD 88
 FH0837.geopotential number by the normal gravity value computed on the
 FH0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0837.degrees latitude (g = 980.6199 gals.).
 FH0837
 FH0837.The modeled gravity was interpolated from observed gravity values.
 FH0837
 FH0837;                    North         East    Units  Estimated Accuracy
 FH0837;SPC AR N     -    81,130.      206,420.      MT  (+/- 180 meters Scaled)
 FH0837
 FH0837                          SUPERSEDED SURVEY CONTROL
 FH0837
 FH0837.No superseded survey control is available for this station.
 FH0837
 FH0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU976787(NAD 83)
 FH0837_MARKER: I = METAL ROD
 FH0837_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0837+WITH SETTING: INFORMATION.
 FH0837_SP_SET: SHALLOW SET METAL ROD
 FH0837_STAMPING: H 299 1985
 FH0837_MARK LOGO: NGS   
 FH0837_PROJECTION: FLUSH
 FH0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0837_ROD/PIPE-DEPTH: 2.3  meters
 FH0837
 FH0837  HISTORY     - Date     Condition        Report By
 FH0837  HISTORY     - 1985     MONUMENTED       NGS
 FH0837  HISTORY     - 1987     GOOD             USPSQD
 FH0837  HISTORY     - 1987     GOOD             USPSQD
 FH0837  HISTORY     - 1988     GOOD             USPSQD
 FH0837  HISTORY     - 1989     GOOD             USPSQD
 FH0837  HISTORY     - 1990     GOOD             USPSQD
 FH0837
 FH0837                          STATION DESCRIPTION
 FH0837
 FH0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0837'13.9 KM (8.6 MI) ESE FROM MANSFIELD.
 FH0837'13.9 KM (8.6 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE
 FH0837'JUNCTION OF STATE ROUTE 96 IN MANSFIELD, AT A DIRT ROAD LEADING
 FH0837'SOUTHWEST TO THE HARWELL, SCANNING AND TAYLORS RESIDENCES, SET BETWEEN
 FH0837'TWO WITNESS POSTS, 11.5 METERS (37.7 FT) SOUTHWEST OF THE CENTERLINE
 FH0837'OF HIGHWAY 71, 7.7 METERS (25.4 FT) SOUTH-SOUTHEAST OF THE APPROXIMATE
 FH0837'CENTER OF A DIRT ROAD LEADING SOUTHWEST, 1.4 METERS (4.6 FT) WEST OF A
 FH0837'DOUBLE GUYED POWERLINE POLE, AND 4.7 METERS (15.3 FT) WEST-SOUTHWEST
 FH0837'OF THE SOUTHEAST END OF A 30-INCH PIPE CULVERT UNDER THE DIRT ROAD.
 FH0837'NOTE, DRIVEN TO REFUSAL.
 FH0837'THE MARK IS 0.31 METERS  NNW FROM A WITNESS POST.
 FH0837'THE MARK IS 0.61 M BELOW HIGHWAY 71.
 FH0837
 FH0837                          STATION RECOVERY (1987)
 FH0837
 FH0837'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0837'RECOVERED IN GOOD CONDITION.
 FH0837
 FH0837                          STATION RECOVERY (1987)
 FH0837
 FH0837'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0837'RECOVERED IN GOOD CONDITION.
 FH0837
 FH0837                          STATION RECOVERY (1988)
 FH0837
 FH0837'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0837'RECOVERED IN GOOD CONDITION.
 FH0837
 FH0837                          STATION RECOVERY (1989)
 FH0837
 FH0837'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0837'RECOVERED IN GOOD CONDITION.
 FH0837
 FH0837                          STATION RECOVERY (1990)
 FH0837
 FH0837'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0731 ***********************************************************************
 FF0731  DESIGNATION -  H 3
 FF0731  PID         -  FF0731
 FF0731  STATE/COUNTY-  AR/CRAIGHEAD
 FF0731  USGS QUAD   -  JONESBORO (1983)
 FF0731
 FF0731                         *CURRENT SURVEY CONTROL
 FF0731  ___________________________________________________________________
 FF0731* NAD 83(1986)-  35 50 45.     (N)    090 43 17.     (W)     SCALED    
 FF0731* NAVD 88     -        88.286  (meters)     289.65   (feet)  ADJUSTED  
 FF0731  ___________________________________________________________________
 FF0731  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF0731  DYNAMIC HT  -          88.211 (meters)     289.41  (feet)  COMP
 FF0731  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 FF0731
 FF0731  VERT ORDER  -  FIRST     CLASS II
 FF0731
 FF0731.The horizontal coordinates were scaled from a topographic map and have
 FF0731.an estimated accuracy of +/- 6 seconds.
 FF0731
 FF0731.The orthometric height was determined by differential leveling
 FF0731.and adjusted by the National Geodetic Survey in June 1991..
 FF0731
 FF0731.The geoid height was determined by GEOID03.
 FF0731
 FF0731.The dynamic height is computed by dividing the NAVD 88
 FF0731.geopotential number by the normal gravity value computed on the
 FF0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0731.degrees latitude (g = 980.6199 gals.).
 FF0731
 FF0731.The modeled gravity was interpolated from observed gravity values.
 FF0731
 FF0731;                    North         East    Units  Estimated Accuracy
 FF0731;SPC AR N     -   168,550.      515,500.      MT  (+/- 180 meters Scaled)
 FF0731
 FF0731                          SUPERSEDED SURVEY CONTROL
 FF0731
 FF0731  NGVD 29 (??/??/??)   88.198  (m)          289.36   (f) ADJUSTED    1 2
 FF0731
 FF0731.Superseded values are not recommended for survey control.
 FF0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0731.See file dsdata.txt to determine how the superseded data were derived.
 FF0731
 FF0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV057692(NAD 83)
 FF0731_MARKER: DB = BENCH MARK DISK
 FF0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0731_STAMPING: 289.363 H 3 1928
 FF0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0731+STABILITY: SURFACE MOTION
 FF0731
 FF0731  HISTORY     - Date     Condition        Report By
 FF0731  HISTORY     - 1928     MONUMENTED       CGS
 FF0731  HISTORY     - 1956     GOOD             CGS
 FF0731  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0731  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0731
 FF0731                          STATION DESCRIPTION
 FF0731
 FF0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0731'AT JONESBORO.
 FF0731'AT JONESBORO, ABOUT 0.95 MILE NORTHWEST ALONG THE ST. LOUIS-SAN
 FF0731'FRANCISCO RAILWAY FROM TEH STATION AT JONESBORO, AT CROSSING OF
 FF0731'FLOYD STREET, 42 FEET NORTH OF NORTH RAIL, 168 FEET NORTHWEST OF
 FF0731'CENTER OF CROSSING OF FLOYD STREET, 153 FEET WEST OF CENTER LINE OF
 FF0731'STREET, 28 FEET WEST-SOUTHWEST OF THE FIRST POWER POLE WEST OF
 FF0731'STREET, 27 FEET EAST-NORTHEAST OF THE FIRST TELEPHONE POLE EAST OF
 FF0731'MILE POLE 419, 3 1/2 FEET SOUTH OF A FENCE LINE, ABOUT 5 1/2 FEET
 FF0731'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0731'FLUSH WITH GROUND.
 FF0731
 FF0731                          STATION RECOVERY (1978)
 FF0731
 FF0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0731'MARK NOT FOUND.
 FF0731
 FF0731                          STATION RECOVERY (1978)
 FF0731
 FF0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0999 ***********************************************************************
 FG0999  DESIGNATION -  H 30
 FG0999  PID         -  FG0999
 FG0999  STATE/COUNTY-  AR/JOHNSON
 FG0999  USGS QUAD   -  CLARKSVILLE (1993)
 FG0999
 FG0999                         *CURRENT SURVEY CONTROL
 FG0999  ___________________________________________________________________
 FG0999* NAD 83(1986)-  35 24 29.     (N)    093 23 02.     (W)     SCALED    
 FG0999* NAVD 88     -       117.621  (meters)     385.89   (feet)  ADJUSTED  
 FG0999  ___________________________________________________________________
 FG0999  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 FG0999  DYNAMIC HT  -         117.512 (meters)     385.54  (feet)  COMP
 FG0999  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FG0999
 FG0999  VERT ORDER  -  FIRST     CLASS II
 FG0999
 FG0999.The horizontal coordinates were scaled from a topographic map and have
 FG0999.an estimated accuracy of +/- 6 seconds.
 FG0999
 FG0999.The orthometric height was determined by differential leveling
 FG0999.and adjusted by the National Geodetic Survey in June 1991..
 FG0999
 FG0999.The geoid height was determined by GEOID03.
 FG0999
 FG0999.The dynamic height is computed by dividing the NAVD 88
 FG0999.geopotential number by the normal gravity value computed on the
 FG0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0999.degrees latitude (g = 980.6199 gals.).
 FG0999
 FG0999.The modeled gravity was interpolated from observed gravity values.
 FG0999
 FG0999;                    North         East    Units  Estimated Accuracy
 FG0999;SPC AR N     -   120,110.      274,310.      MT  (+/- 180 meters Scaled)
 FG0999
 FG0999                          SUPERSEDED SURVEY CONTROL
 FG0999
 FG0999  NGVD 29 (??/??/92)  117.602  (m)          385.83   (f) ADJ UNCH    1 2
 FG0999
 FG0999.Superseded values are not recommended for survey control.
 FG0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0999.See file dsdata.txt to determine how the superseded data were derived.
 FG0999
 FG0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV651183(NAD 83)
 FG0999_MARKER: DB = BENCH MARK DISK
 FG0999_SETTING: 66 = SET IN ROCK OUTCROP
 FG0999_SP_SET: SET IN ROCK OUTCROP
 FG0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0999+STABILITY: POSITION/ELEVATION WELL
 FG0999
 FG0999  HISTORY     - Date     Condition        Report By
 FG0999  HISTORY     - UNK      MONUMENTED       CGS
 FG0999  HISTORY     - 1932     GOOD             NGS
 FG0999  HISTORY     - 1935     GOOD             NGS
 FG0999  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0999
 FG0999                          STATION DESCRIPTION
 FG0999
 FG0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0999'2.3 MI NW FROM KNOXIVLLE.
 FG0999'ON THE MISSOURI PACIFIC R. R. AT MILE POLE 435/30 POLES, 60 FEET E. OF
 FG0999'KNOXVILLE JCT. STATION, 40 FEET W. OF HIGHWAY CROSSING AND 40 FEET S.
 FG0999'OF TRACK.
 FG0999
 FG0999                          STATION RECOVERY (1935)
 FG0999
 FG0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0999'RECOVERED IN GOOD CONDITION.
 FG0999
 FG0999                          STATION RECOVERY (1984)
 FG0999
 FG0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0999'SEARCHED FOR AND NOT RECOVERED THIS DATE, HIGHWAY CROSSING HAS BEEN
 FG0999'BULLDOZED AND AREA CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0697 ***********************************************************************
 EK0697  DESIGNATION -  H 300
 EK0697  PID         -  EK0697
 EK0697  STATE/COUNTY-  AR/SCOTT
 EK0697  USGS QUAD   -  ACORN (1975)
 EK0697
 EK0697                         *CURRENT SURVEY CONTROL
 EK0697  ___________________________________________________________________
 EK0697* NAD 83(1986)-  34 43 00.     (N)    094 09 31.     (W)     SCALED    
 EK0697* NAVD 88     -       275.905  (meters)     905.20   (feet)  ADJUSTED  
 EK0697  ___________________________________________________________________
 EK0697  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EK0697  DYNAMIC HT  -         275.609 (meters)     904.23  (feet)  COMP
 EK0697  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 EK0697
 EK0697  VERT ORDER  -  FIRST     CLASS II
 EK0697
 EK0697.The horizontal coordinates were scaled from a topographic map and have
 EK0697.an estimated accuracy of +/- 6 seconds.
 EK0697
 EK0697.The orthometric height was determined by differential leveling
 EK0697.and adjusted by the National Geodetic Survey in June 1991..
 EK0697
 EK0697.The geoid height was determined by GEOID03.
 EK0697
 EK0697.The dynamic height is computed by dividing the NAVD 88
 EK0697.geopotential number by the normal gravity value computed on the
 EK0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0697.degrees latitude (g = 980.6199 gals.).
 EK0697
 EK0697.The modeled gravity was interpolated from observed gravity values.
 EK0697
 EK0697;                    North         East    Units  Estimated Accuracy
 EK0697;SPC AR N     -    44,700.      202,270.      MT  (+/- 180 meters Scaled)
 EK0697
 EK0697                          SUPERSEDED SURVEY CONTROL
 EK0697
 EK0697.No superseded survey control is available for this station.
 EK0697
 EK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU939422(NAD 83)
 EK0697_MARKER: I = METAL ROD
 EK0697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0697_SP_SET: STAINLESS STEEL ROD
 EK0697_STAMPING: H 300 1985
 EK0697_MARK LOGO: NGS   
 EK0697_PROJECTION: FLUSH
 EK0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0697_ROD/PIPE-DEPTH: 4.3  meters
 EK0697
 EK0697  HISTORY     - Date     Condition        Report By
 EK0697  HISTORY     - 1985     MONUMENTED       NGS
 EK0697  HISTORY     - 1987     GOOD             USPSQD
 EK0697  HISTORY     - 1988     GOOD             USPSQD
 EK0697  HISTORY     - 1989     GOOD             USPSQD
 EK0697  HISTORY     - 1990     GOOD             USPSQD
 EK0697
 EK0697                          STATION DESCRIPTION
 EK0697
 EK0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0697'14.6 KM (9.05 MI) SOUTH FROM BOLES.
 EK0697'14.6 KM (9.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0697'IN BOLES, AT A WOODS ROAD LEADING NORTH-NORTHEAST UP A LOW HILL, ABOUT
 EK0697'100 YARDS NORTHEAST OF A CURVE IN THE HIGHWAY, SET BETWEEN TWO WITNESS
 EK0697'POSTS, 13.3 METERS (43.7 FT) NORTH OF THE CENTERLINE OF HIGHWAY 71,
 EK0697'AND 19.2 METERS (63.0 FT) WEST OF THE APPROXIMATE CENTER OF THE WOODS
 EK0697'ROAD (NORTH).  NOTE, DRIVEN TO REFUSAL.
 EK0697'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 EK0697'THE MARK IS 0.91 M ABOVE HIGHWAY 71.
 EK0697
 EK0697                          STATION RECOVERY (1987)
 EK0697
 EK0697'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0697'RECOVERED IN GOOD CONDITION.
 EK0697
 EK0697                          STATION RECOVERY (1988)
 EK0697
 EK0697'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0697'RECOVERED IN GOOD CONDITION.
 EK0697
 EK0697                          STATION RECOVERY (1989)
 EK0697
 EK0697'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0697'RECOVERED IN GOOD CONDITION.
 EK0697
 EK0697                          STATION RECOVERY (1990)
 EK0697
 EK0697'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0724 ***********************************************************************
 EK0724  DESIGNATION -  H 301
 EK0724  PID         -  EK0724
 EK0724  STATE/COUNTY-  AR/POLK
 EK0724  USGS QUAD   -  COVE (1984)
 EK0724
 EK0724                         *CURRENT SURVEY CONTROL
 EK0724  ___________________________________________________________________
 EK0724* NAD 83(1986)-  34 27 50.     (N)    094 23 24.     (W)     SCALED    
 EK0724* NAVD 88     -       267.361  (meters)     877.17   (feet)  ADJUSTED  
 EK0724  ___________________________________________________________________
 EK0724  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 EK0724  DYNAMIC HT  -         267.071 (meters)     876.22  (feet)  COMP
 EK0724  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 EK0724
 EK0724  VERT ORDER  -  FIRST     CLASS II
 EK0724
 EK0724.The horizontal coordinates were scaled from a topographic map and have
 EK0724.an estimated accuracy of +/- 6 seconds.
 EK0724
 EK0724.The orthometric height was determined by differential leveling
 EK0724.and adjusted by the National Geodetic Survey in June 1991..
 EK0724
 EK0724.The geoid height was determined by GEOID03.
 EK0724
 EK0724.The dynamic height is computed by dividing the NAVD 88
 EK0724.geopotential number by the normal gravity value computed on the
 EK0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0724.degrees latitude (g = 980.6199 gals.).
 EK0724
 EK0724.The modeled gravity was interpolated from observed gravity values.
 EK0724
 EK0724;                    North         East    Units  Estimated Accuracy
 EK0724;SPC AR S     -   601,900.      180,440.      MT  (+/- 180 meters Scaled)
 EK0724
 EK0724                          SUPERSEDED SURVEY CONTROL
 EK0724
 EK0724.No superseded survey control is available for this station.
 EK0724
 EK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU723144(NAD 83)
 EK0724_MARKER: I = METAL ROD
 EK0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0724_SP_SET: STAINLESS STEEL ROD
 EK0724_STAMPING: H 301 1985
 EK0724_MARK LOGO: NGS   
 EK0724_PROJECTION: FLUSH
 EK0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0724_ROD/PIPE-DEPTH: 6.4  meters
 EK0724
 EK0724  HISTORY     - Date     Condition        Report By
 EK0724  HISTORY     - 1985     MONUMENTED       NGS
 EK0724  HISTORY     - 1987     GOOD             USPSQD
 EK0724  HISTORY     - 1988     GOOD             USPSQD
 EK0724  HISTORY     - 1989     GOOD             USPSQD
 EK0724  HISTORY     - 1990     GOOD             USPSQD
 EK0724
 EK0724                          STATION DESCRIPTION
 EK0724
 EK0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0724'2.9 KM (1.8 MI) SOUTH FROM HATFIELD.
 EK0724'2.9 KM (1.8 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0724'HATFIELD, SET BETWEEN TWO WITNESS POSTS, 15.0 METERS (49.2 FT)
 EK0724'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.5 METERS (96.6 FT)
 EK0724'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A 6-FEET CONCRETE CULVERT
 EK0724'HEADWALL, 0.36 METERS (1.2 FT) EAST-SOUTHEAST OF A FENCE LINE, AND
 EK0724'52.4 METERS (172.0 FT) NORTHEAST OF A POWERLINE POLE.  NOTE, DRIVEN TO
 EK0724'REFUSAL.
 EK0724'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 EK0724'THE MARK IS 1.2 M ABOVE HIGHWAY.
 EK0724
 EK0724                          STATION RECOVERY (1987)
 EK0724
 EK0724'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0724'RECOVERED IN GOOD CONDITION.
 EK0724
 EK0724                          STATION RECOVERY (1988)
 EK0724
 EK0724'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0724'RECOVERED IN GOOD CONDITION.
 EK0724
 EK0724                          STATION RECOVERY (1989)
 EK0724
 EK0724'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0724'RECOVERED IN GOOD CONDITION.
 EK0724
 EK0724                          STATION RECOVERY (1990)
 EK0724
 EK0724'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0748 ***********************************************************************
 EK0748  DESIGNATION -  H 302
 EK0748  PID         -  EK0748
 EK0748  STATE/COUNTY-  AR/POLK
 EK0748  USGS QUAD   -  GILLHAM (1964)
 EK0748
 EK0748                         *CURRENT SURVEY CONTROL
 EK0748  ___________________________________________________________________
 EK0748* NAD 83(1986)-  34 11 33.     (N)    094 19 10.     (W)     SCALED    
 EK0748* NAVD 88     -       227.729  (meters)     747.14   (feet)  ADJUSTED  
 EK0748  ___________________________________________________________________
 EK0748  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 EK0748  DYNAMIC HT  -         227.496 (meters)     746.38  (feet)  COMP
 EK0748  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 EK0748
 EK0748  VERT ORDER  -  FIRST     CLASS II
 EK0748
 EK0748.The horizontal coordinates were scaled from a topographic map and have
 EK0748.an estimated accuracy of +/- 6 seconds.
 EK0748
 EK0748.The orthometric height was determined by differential leveling
 EK0748.and adjusted by the National Geodetic Survey in June 1991..
 EK0748
 EK0748.The geoid height was determined by GEOID03.
 EK0748
 EK0748.The dynamic height is computed by dividing the NAVD 88
 EK0748.geopotential number by the normal gravity value computed on the
 EK0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0748.degrees latitude (g = 980.6199 gals.).
 EK0748
 EK0748.The modeled gravity was interpolated from observed gravity values.
 EK0748
 EK0748;                    North         East    Units  Estimated Accuracy
 EK0748;SPC AR S     -   571,660.      186,240.      MT  (+/- 180 meters Scaled)
 EK0748
 EK0748                          SUPERSEDED SURVEY CONTROL
 EK0748
 EK0748.No superseded survey control is available for this station.
 EK0748
 EK0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT784842(NAD 83)
 EK0748_MARKER: I = METAL ROD
 EK0748_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0748_SP_SET: STAINLESS STEEL ROD
 EK0748_STAMPING: H 302 1985
 EK0748_MARK LOGO: NGS   
 EK0748_PROJECTION: FLUSH
 EK0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0748_ROD/PIPE-DEPTH: 3.5  meters
 EK0748
 EK0748  HISTORY     - Date     Condition        Report By
 EK0748  HISTORY     - 1985     MONUMENTED       NGS
 EK0748  HISTORY     - 1988     GOOD             USPSQD
 EK0748  HISTORY     - 1989     GOOD             USPSQD
 EK0748  HISTORY     - 1990     GOOD             USPSQD
 EK0748
 EK0748                          STATION DESCRIPTION
 EK0748
 EK0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0748'3.4 KM (2.15 MI) NORTH FROM GILLHAM.
 EK0748'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD (OLD HIGHWAY 71) FROM THE
 EK0748'POST OFFICE IN GILLHAM, THENCE 3.04 KM (1.9 MI) NORTH-NORTHWEST ALONG
 EK0748'U.S. HIGHWAY 71, ALSO 6.56 KM (4.1 MI) SOUTH ALONG U.S. HIGHWAY 71
 EK0748'FROM THE POST OFFICE IN GANNIS, 0.1 KM (0.05 MI) NORTH OF THE
 EK0748'SEVIER-POLK COUNTY LINE, 12.34 METERS (40.5 FT) EAST OF THE CENTERLINE
 EK0748'OF THE HIGHWAY, 20.12 METERS (66.0 FT) NORTH OF THE CENTER OF A GRAVEL
 EK0748'ROAD LEADING EAST UPHILL, 16.76 METERS (55.0 FT) SOUTH-SOUTHWEST OF A
 EK0748'POWERLINE POLE AND POWERLINE CROSSING, AND 0.30 METERS (1.0 FT) WEST
 EK0748'OF A RIGHT-OF-WAY FENCE.
 EK0748'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EK0748'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0748
 EK0748                          STATION RECOVERY (1988)
 EK0748
 EK0748'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0748'RECOVERED IN GOOD CONDITION.
 EK0748
 EK0748                          STATION RECOVERY (1989)
 EK0748
 EK0748'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0748'RECOVERED IN GOOD CONDITION.
 EK0748
 EK0748                          STATION RECOVERY (1990)
 EK0748
 EK0748'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1059 ***********************************************************************
 DM1059  DESIGNATION -  H 303
 DM1059  PID         -  DM1059
 DM1059  STATE/COUNTY-  AR/LITTLE RIVER
 DM1059  USGS QUAD   -  CERROGORDO (1975)
 DM1059
 DM1059                         *CURRENT SURVEY CONTROL
 DM1059  ___________________________________________________________________
 DM1059* NAD 83(1986)-  33 53 43.     (N)    094 24 38.     (W)     SCALED    
 DM1059* NAVD 88     -        96.422  (meters)     316.34   (feet)  ADJUSTED  
 DM1059  ___________________________________________________________________
 DM1059  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DM1059  DYNAMIC HT  -          96.323 (meters)     316.02  (feet)  COMP
 DM1059  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 DM1059
 DM1059  VERT ORDER  -  FIRST     CLASS II
 DM1059
 DM1059.The horizontal coordinates were scaled from a topographic map and have
 DM1059.an estimated accuracy of +/- 6 seconds.
 DM1059
 DM1059.The orthometric height was determined by differential leveling
 DM1059.and adjusted by the National Geodetic Survey in June 1991..
 DM1059
 DM1059.The geoid height was determined by GEOID03.
 DM1059
 DM1059.The dynamic height is computed by dividing the NAVD 88
 DM1059.geopotential number by the normal gravity value computed on the
 DM1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1059.degrees latitude (g = 980.6199 gals.).
 DM1059
 DM1059.The modeled gravity was interpolated from observed gravity values.
 DM1059
 DM1059;                    North         East    Units  Estimated Accuracy
 DM1059;SPC AR S     -   538,890.      177,070.      MT  (+/- 180 meters Scaled)
 DM1059
 DM1059                          SUPERSEDED SURVEY CONTROL
 DM1059
 DM1059.No superseded survey control is available for this station.
 DM1059
 DM1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT695514(NAD 83)
 DM1059_MARKER: DB = BENCH MARK DISK
 DM1059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1059_SP_SET: BRIDGE ABUTMENT
 DM1059_STAMPING: H 303 1985
 DM1059_MARK LOGO: NGS   
 DM1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1059
 DM1059  HISTORY     - Date     Condition        Report By
 DM1059  HISTORY     - 1985     MONUMENTED       NGS
 DM1059  HISTORY     - 1987     GOOD             USPSQD
 DM1059  HISTORY     - 1988     GOOD             USPSQD
 DM1059  HISTORY     - 1989     GOOD             USPSQD
 DM1059  HISTORY     - 1990     GOOD             USPSQD
 DM1059  HISTORY     - 19920823 GOOD             USPSQD
 DM1059
 DM1059                          STATION DESCRIPTION
 DM1059
 DM1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1059'8.0 KM (4.95 MI) SOUTH FROM HORATIO.
 DM1059'8.0 KM (4.95 MI) SOUTHERLY ALONG STATE ROUTE 41 FROM THE POST OFFICE
 DM1059'IN HORATIO, SET IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF THE
 DM1059'HIGHWAY BRIDGE NUMBER 2.42 OVER A CREEK, AND 5.5 METERS (18.2 FT) WEST
 DM1059'OF THE CENTERLINE OF THE HIGHWAY.
 DM1059'THE MARK IS 0.15 M ABOVE HIGHWAY.
 DM1059
 DM1059                          STATION RECOVERY (1987)
 DM1059
 DM1059'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1059'RECOVERED IN GOOD CONDITION.
 DM1059
 DM1059                          STATION RECOVERY (1988)
 DM1059
 DM1059'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1059'RECOVERED IN GOOD CONDITION.
 DM1059
 DM1059                          STATION RECOVERY (1989)
 DM1059
 DM1059'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1059'RECOVERED IN GOOD CONDITION.
 DM1059
 DM1059                          STATION RECOVERY (1990)
 DM1059
 DM1059'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1059'RECOVERED IN GOOD CONDITION.
 DM1059
 DM1059                          STATION RECOVERY (1992)
 DM1059
 DM1059'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2619 ***********************************************************************
 EH2619  DESIGNATION -  H 305
 EH2619  PID         -  EH2619
 EH2619  STATE/COUNTY-  AR/PHILLIPS
 EH2619  USGS QUAD   -  ELAINE (1982)
 EH2619
 EH2619                         *CURRENT SURVEY CONTROL
 EH2619  ___________________________________________________________________
 EH2619* NAD 83(1997)-  34 16 03.97563(N)    090 50 27.35463(W)     ADJUSTED  
 EH2619* NAVD 88     -        58.963  (meters)     193.45   (feet)  ADJUSTED  
 EH2619  ___________________________________________________________________
 EH2619  X           -     -77,442.298 (meters)                     COMP
 EH2619  Y           -  -5,276,049.729 (meters)                     COMP
 EH2619  Z           -   3,571,050.226 (meters)                     COMP
 EH2619  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EH2619  ELLIP HEIGHT-          32.18  (meters)          (08/22/02) GPS OBS
 EH2619  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH2619  DYNAMIC HT  -          58.905 (meters)     193.26  (feet)  COMP
 EH2619  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 EH2619
 EH2619  HORZ ORDER  -  B
 EH2619  VERT ORDER  -  FIRST     CLASS II
 EH2619  ELLP ORDER  -  THIRD     CLASS I
 EH2619
 EH2619.The horizontal coordinates were established by GPS observations
 EH2619.and adjusted by the National Geodetic Survey in August 2002..
 EH2619
 EH2619.The orthometric height was determined by differential leveling
 EH2619.and adjusted by the National Geodetic Survey in June 1991..
 EH2619
 EH2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2619
 EH2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2619
 EH2619.The ellipsoidal height was determined by GPS observations
 EH2619.and is referenced to NAD 83.
 EH2619
 EH2619.The geoid height was determined by GEOID03.
 EH2619
 EH2619.The dynamic height is computed by dividing the NAVD 88
 EH2619.geopotential number by the normal gravity value computed on the
 EH2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2619.degrees latitude (g = 980.6199 gals.).
 EH2619
 EH2619.The modeled gravity was interpolated from observed gravity values.
 EH2619
 EH2619;                    North         East     Units Scale Factor Converg.
 EH2619;SPC AR S     -   578,187.126   506,732.999   MT  0.99992673   +0 38 55.4
 EH2619;SPC AR S     - 1,896,935.60  1,662,506.51   sFT  0.99992673   +0 38 55.4
 EH2619;UTM  15      - 3,793,955.918   698,774.815   MT  1.00008706   +1 12 57.9
 EH2619
 EH2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2619!SPC AR S     -   0.99999495  x   0.99992673  =   0.99992168
 EH2619!UTM  15      -   0.99999495  x   1.00008706  =   1.00008201
 EH2619
 EH2619                          SUPERSEDED SURVEY CONTROL
 EH2619
 EH2619  NAVD 88 (01/24/03)   58.96   (m)          193.4    (f) LEVELING    3  
 EH2619  NGVD 29 (??/??/??)   59.027  (m)          193.66   (f) ADJUSTED    1 2
 EH2619
 EH2619.Superseded values are not recommended for survey control.
 EH2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2619.See file dsdata.txt to determine how the superseded data were derived.
 EH2619
 EH2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9877593956(NAD 83)
 EH2619_MARKER: I = METAL ROD
 EH2619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2619_SP_SET: STAINLESS STEEL ROD
 EH2619_STAMPING: H 305 1985
 EH2619_MARK LOGO: NGS   
 EH2619_PROJECTION: FLUSH
 EH2619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2619+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 EH2619_ROD/PIPE-DEPTH: 23.2 meters
 EH2619
 EH2619  HISTORY     - Date     Condition        Report By
 EH2619  HISTORY     - 1985     MONUMENTED       NGS
 EH2619  HISTORY     - 20001205 GOOD             NGS
 EH2619  HISTORY     - 20001205 GOOD             USACE
 EH2619  HISTORY     - 20011003 GOOD             3001
 EH2619  HISTORY     - 20020429 GOOD             EMCINC
 EH2619
 EH2619                          STATION DESCRIPTION
 EH2619
 EH2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2619'14.0 KM (8.7 MI) NORTH FROM MELLWOOD.
 EH2619'14.0 KM (8.7 MI) NORTHERLY ALONG THE TOP OF THE LEVEE FROM A GRAVEL
 EH2619'ROAD CROSSING IN MELLWOOD, 1.9 KM (1.2 MI) SOUTH OF BENCH MARK G 305,
 EH2619'AT THE WEST SIDE OF A CATTLE GUARD, 4.0 METERS (13.0 FT) NORTH OF THE
 EH2619'APPROXIMATE CENTER OF THE LEVEE ROAD AND THE CATTLE GUARD, 2.4 METERS
 EH2619'(8.0 FT) NORTH OF THE NORTHEAST CORNER OF THE CATTLE GUARD, AND
 EH2619'0.61 METERS (2.0 FT) EAST OF A FENCE LINE.  NOTE, DRIVEN TO REQUIRED
 EH2619'DEPTH.
 EH2619'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 EH2619'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
 EH2619
 EH2619                          STATION RECOVERY (2000)
 EH2619
 EH2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 EH2619'RECOVERED IN GOOD CONDITION.
 EH2619
 EH2619                          STATION RECOVERY (2000)
 EH2619
 EH2619'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH2619'MARK RECOVERED IN GOOD CONDITION.
 EH2619
 EH2619                          STATION RECOVERY (2001)
 EH2619
 EH2619'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH2619'THE STATION IS LOCATED IN AR/ PHILLIPS COUNTY. 2.9 MILES SOUTH OF
 EH2619'ELAINE 6.5 MILES NOTHWEST
 EH2619'OF MELWOOD, AND 8.44 MILES WEST OF SHERAPRD, MS
 EH2619' 
 EH2619'8.7 MILES NORTH FROM MELWOOD NORTHERLY ALONG THE TOP OF THE LEVEE FROM
 EH2619'A GRAVEL
 EH2619'ROAD CROSSING IN MELWOOD, 1.2 MILES SOUTH OF THE BENCH MARK 6305
 EH2619' 
 EH2619'THE STATION IS 1.2 MILES SOUTH OF BENCH MARK 6305, AT THE WEST SIDE OF
 EH2619'A CATTLE GUARD, 4.0
 EH2619'METERS 13.0 FT NORTH OF THE APPROXIMATE CENTER OF THE LEVEE ROAD AND
 EH2619'THE CATTLE
 EH2619'GUARD, 24 METERS 8.0 FT NORTH OF THE NORTHEAST CORNER OF THE CATTLE
 EH2619'GUARD, AND 0.61
 EH2619'METER (2.0 FT) EAST OF A FENCE LINE. THE MARK IS 20 FT FROM A WITNESS
 EH2619'POST.
 EH2619' 
 EH2619'
 EH2619
 EH2619                          STATION RECOVERY (2002)
 EH2619
 EH2619'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 EH2619'MARK FOUND AS DESCRIBED.
 EH2619'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1160 ***********************************************************************
 DM1160  DESIGNATION -  H 307
 DM1160  PID         -  DM1160
 DM1160  STATE/COUNTY-  AR/MILLER
 DM1160  USGS QUAD   -  TEXARKANA (1975)
 DM1160
 DM1160                         *CURRENT SURVEY CONTROL
 DM1160  ___________________________________________________________________
 DM1160* NAD 83(1986)-  33 25 58.     (N)    094 02 34.     (W)     SCALED    
 DM1160* NAVD 88     -        96.525  (meters)     316.68   (feet)  ADJUSTED  
 DM1160  ___________________________________________________________________
 DM1160  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM1160  DYNAMIC HT  -          96.423 (meters)     316.35  (feet)  COMP
 DM1160  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 DM1160
 DM1160  VERT ORDER  -  FIRST     CLASS II
 DM1160
 DM1160.The horizontal coordinates were scaled from a topographic map and have
 DM1160.an estimated accuracy of +/- 6 seconds.
 DM1160
 DM1160.The orthometric height was determined by differential leveling
 DM1160.and adjusted by the National Geodetic Survey in June 1991..
 DM1160
 DM1160.The geoid height was determined by GEOID03.
 DM1160
 DM1160.The dynamic height is computed by dividing the NAVD 88
 DM1160.geopotential number by the normal gravity value computed on the
 DM1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1160.degrees latitude (g = 980.6199 gals.).
 DM1160
 DM1160.The modeled gravity was interpolated from observed gravity values.
 DM1160
 DM1160;                    North         East    Units  Estimated Accuracy
 DM1160;SPC AR S     -   486,870.      210,050.      MT  (+/- 180 meters Scaled)
 DM1160
 DM1160                          SUPERSEDED SURVEY CONTROL
 DM1160
 DM1160.No superseded survey control is available for this station.
 DM1160
 DM1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS030997(NAD 83)
 DM1160_MARKER: I = METAL ROD
 DM1160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1160_SP_SET: STAINLESS STEEL ROD
 DM1160_STAMPING: H 307 1985
 DM1160_MARK LOGO: NGS   
 DM1160_PROJECTION: RECESSED 1 CENTIMETERS
 DM1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1160_ROD/PIPE-DEPTH: 6.4  meters
 DM1160
 DM1160  HISTORY     - Date     Condition        Report By
 DM1160  HISTORY     - 1985     MONUMENTED       NGS
 DM1160  HISTORY     - 19971025 GOOD             USPSQD
 DM1160
 DM1160                          STATION DESCRIPTION
 DM1160
 DM1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1160'IN TEXARKANA.
 DM1160'IN TEXARKANA, AT THE INTERSECTION OF STATELINE AVENUE AND EAST 10TH
 DM1160'STREET, 47.2 M (154.9 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 DM1160'LANES OF THE AVENUE, 4.8 M (15.7 FT) NORTH OF THE CENTER OF THE
 DM1160'STREET, 4.5 M (14.8 FT) EAST OF THE CENTER OF AN ALLEY, 4.2 M (13.8
 DM1160'FT) WEST OF THE CENTER OF A CONCRETE DRIVEWAY, 2.0 M (6.6 FT)
 DM1160'SOUTHEAST OF THE SOUTH END OF A FENCE, AND 0.7 M (2.3 FT) EAST OF A
 DM1160'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DM1160'LOGO CAP.
 DM1160'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DM1160
 DM1160                          STATION RECOVERY (1997)
 DM1160
 DM1160'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1104 ***********************************************************************
 DM1104  DESIGNATION -  H 308
 DM1104  PID         -  DM1104
 DM1104  STATE/COUNTY-  AR/LITTLE RIVER
 DM1104  USGS QUAD   -  FOREMAN (1975)
 DM1104
 DM1104                         *CURRENT SURVEY CONTROL
 DM1104  ___________________________________________________________________
 DM1104* NAD 83(1986)-  33 43 39.     (N)    094 26 39.     (W)     SCALED    
 DM1104* NAVD 88     -       124.241  (meters)     407.61   (feet)  ADJUSTED  
 DM1104  ___________________________________________________________________
 DM1104  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DM1104  DYNAMIC HT  -         124.113 (meters)     407.19  (feet)  COMP
 DM1104  MODELED GRAV-     979,602.3   (mgal)                       NAVD 88
 DM1104
 DM1104  VERT ORDER  -  FIRST     CLASS II
 DM1104
 DM1104.The horizontal coordinates were scaled from a topographic map and have
 DM1104.an estimated accuracy of +/- 6 seconds.
 DM1104
 DM1104.The orthometric height was determined by differential leveling
 DM1104.and adjusted by the National Geodetic Survey in June 1991..
 DM1104
 DM1104.The geoid height was determined by GEOID03.
 DM1104
 DM1104.The dynamic height is computed by dividing the NAVD 88
 DM1104.geopotential number by the normal gravity value computed on the
 DM1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1104.degrees latitude (g = 980.6199 gals.).
 DM1104
 DM1104.The modeled gravity was interpolated from observed gravity values.
 DM1104
 DM1104;                    North         East    Units  Estimated Accuracy
 DM1104;SPC AR S     -   520,360.      173,510.      MT  (+/- 180 meters Scaled)
 DM1104
 DM1104                          SUPERSEDED SURVEY CONTROL
 DM1104
 DM1104.No superseded survey control is available for this station.
 DM1104
 DM1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT662328(NAD 83)
 DM1104_MARKER: I = METAL ROD
 DM1104_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1104_SP_SET: STAINLESS STEEL ROD
 DM1104_STAMPING: H 308 1986
 DM1104_MARK LOGO: NGS   
 DM1104_PROJECTION: FLUSH
 DM1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1104_ROD/PIPE-DEPTH: 4.9  meters
 DM1104
 DM1104  HISTORY     - Date     Condition        Report By
 DM1104  HISTORY     - 1986     MONUMENTED       NGS
 DM1104
 DM1104                          STATION DESCRIPTION
 DM1104
 DM1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1104'5.1 KM (3.15 MI) WEST FROM FOREMAN.
 DM1104'5.1 KM (3.15 MI) WESTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST
 DM1104'JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN, 16.7 M (54.8 FT) SOUTH OF
 DM1104'THE CENTERLINE OF THE HIGHWAY, 8.8 M (28.9 FT) WEST OF THE CENTER OF A
 DM1104'GRAVELED ROAD LEADING SOUTH, AND 7.6 M (24.9 FT) SOUTH OF A FENCE
 DM1104'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1104'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 DM1104'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0914 ***********************************************************************
 GG0914  DESIGNATION -  H 309
 GG0914  PID         -  GG0914
 GG0914  STATE/COUNTY-  AR/BENTON
 GG0914  USGS QUAD   -  SONORA (1994)
 GG0914
 GG0914                         *CURRENT SURVEY CONTROL
 GG0914  ___________________________________________________________________
 GG0914* NAD 83(1986)-  36 13 28.     (N)    094 07 27.     (W)     SCALED    
 GG0914* NAVD 88     -       417.723  (meters)    1370.48   (feet)  ADJUSTED  
 GG0914  ___________________________________________________________________
 GG0914  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GG0914  DYNAMIC HT  -         417.351 (meters)    1369.26  (feet)  COMP
 GG0914  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 GG0914
 GG0914  VERT ORDER  -  FIRST     CLASS II
 GG0914
 GG0914.The horizontal coordinates were scaled from a topographic map and have
 GG0914.an estimated accuracy of +/- 6 seconds.
 GG0914
 GG0914.The orthometric height was determined by differential leveling
 GG0914.and adjusted by the National Geodetic Survey in June 1991..
 GG0914
 GG0914.The geoid height was determined by GEOID03.
 GG0914
 GG0914.The dynamic height is computed by dividing the NAVD 88
 GG0914.geopotential number by the normal gravity value computed on the
 GG0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0914.degrees latitude (g = 980.6199 gals.).
 GG0914
 GG0914.The modeled gravity was interpolated from observed gravity values.
 GG0914
 GG0914;                    North         East    Units  Estimated Accuracy
 GG0914;SPC AR N     -   211,870.      209,040.      MT  (+/- 180 meters Scaled)
 GG0914
 GG0914                          SUPERSEDED SURVEY CONTROL
 GG0914
 GG0914  NGVD 29 (10/05/93)  417.567  (m)         1369.97   (f) ADJUSTED    1 2
 GG0914
 GG0914.Superseded values are not recommended for survey control.
 GG0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0914.See file dsdata.txt to determine how the superseded data were derived.
 GG0914
 GG0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA989094(NAD 83)
 GG0914_MARKER: I = METAL ROD
 GG0914_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0914+WITH SETTING: INFORMATION.
 GG0914_SP_SET: METAL ROD DRIVEN INTO GROUND
 GG0914_STAMPING: H 309 1989
 GG0914_MARK LOGO: NGS   
 GG0914_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0914+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0914
 GG0914  HISTORY     - Date     Condition        Report By
 GG0914  HISTORY     - 1989     MONUMENTED       NGS
 GG0914  HISTORY     - 19990515 GOOD             USPSQD
 GG0914
 GG0914                          STATION DESCRIPTION
 GG0914
 GG0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0914'4.7 KM (2.90 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD
 GG0914'FROM THE JUNCTION OF STATE HIGHWAY 68 IN SPRINGDALE, A METAL ROD
 GG0914'DRIVEN TO REFUSAL AT 1.6 M AND FLUSH WITH GROUND, 18.5 M (60.7 FT)
 GG0914'NORTH OF THE CENTERLINE OF STATE HIGHWAY 264, 16.4 M (53.8 FT) EAST
 GG0914'OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 GG0914'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 GG0914'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GG0914
 GG0914                          STATION RECOVERY (1999)
 GG0914
 GG0914'RECOVERY NOTE BY US POWER SQUADRON 1999
 GG0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0206 ***********************************************************************
 GG0206  DESIGNATION -  H 31
 GG0206  PID         -  GG0206
 GG0206  STATE/COUNTY-  AR/BENTON
 GG0206  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0206
 GG0206                         *CURRENT SURVEY CONTROL
 GG0206  ___________________________________________________________________
 GG0206* NAD 83(1986)-  36 10 11.     (N)    094 31 56.     (W)     SCALED    
 GG0206* NAVD 88     -       353.707  (meters)    1160.45   (feet)  ADJUSTED  
 GG0206  ___________________________________________________________________
 GG0206  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GG0206  DYNAMIC HT  -         353.394 (meters)    1159.43  (feet)  COMP
 GG0206  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 GG0206
 GG0206  VERT ORDER  -  SECOND    CLASS 0
 GG0206
 GG0206.The horizontal coordinates were scaled from a topographic map and have
 GG0206.an estimated accuracy of +/- 6 seconds.
 GG0206
 GG0206.The orthometric height was determined by differential leveling
 GG0206.and adjusted by the National Geodetic Survey in June 1991..
 GG0206
 GG0206.The geoid height was determined by GEOID03.
 GG0206
 GG0206.The dynamic height is computed by dividing the NAVD 88
 GG0206.geopotential number by the normal gravity value computed on the
 GG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0206.degrees latitude (g = 980.6199 gals.).
 GG0206
 GG0206.The modeled gravity was interpolated from observed gravity values.
 GG0206
 GG0206;                    North         East    Units  Estimated Accuracy
 GG0206;SPC AR N     -   206,670.      172,200.      MT  (+/- 180 meters Scaled)
 GG0206
 GG0206                          SUPERSEDED SURVEY CONTROL
 GG0206
 GG0206  NGVD 29 (??/??/92)  353.569  (m)         1160.00   (f) ADJ UNCH    2 0
 GG0206
 GG0206.Superseded values are not recommended for survey control.
 GG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0206.See file dsdata.txt to determine how the superseded data were derived.
 GG0206
 GG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA621038(NAD 83)
 GG0206_MARKER: DB = BENCH MARK DISK
 GG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0206_STAMPING: H-31 1934
 GG0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0206+STABILITY: SURFACE MOTION
 GG0206
 GG0206  HISTORY     - Date     Condition        Report By
 GG0206  HISTORY     - 1934     MONUMENTED       CGS
 GG0206  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0206  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0206
 GG0206                          STATION DESCRIPTION
 GG0206
 GG0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0206'AT SILOAM SPRINGS.
 GG0206'AT SILOAM SPRINGS 1/4 MILE SOUTH OF MILEPOST 230 AT KANSAS CITY
 GG0206'SOUTHERN RAILROAD CROSSING.  40 FEET WEST OF THE TRACK, 35 FEET
 GG0206'NORTH OF THE CENTERLINE OF CROSSING.
 GG0206
 GG0206                          STATION RECOVERY (1961)
 GG0206
 GG0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0206'MARK NOT FOUND.
 GG0206
 GG0206                          STATION RECOVERY (1987)
 GG0206
 GG0206'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1095 ***********************************************************************
 DM1095  DESIGNATION -  H 310
 DM1095  PID         -  DM1095
 DM1095  STATE/COUNTY-  AR/LITTLE RIVER
 DM1095  USGS QUAD   -  ARDEN (1975)
 DM1095
 DM1095                         *CURRENT SURVEY CONTROL
 DM1095  ___________________________________________________________________
 DM1095* NAD 83(1986)-  33 40 10.     (N)    094 17 14.     (W)     SCALED    
 DM1095* NAVD 88     -       101.425  (meters)     332.76   (feet)  ADJUSTED  
 DM1095  ___________________________________________________________________
 DM1095  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1095  DYNAMIC HT  -         101.319 (meters)     332.41  (feet)  COMP
 DM1095  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 DM1095
 DM1095  VERT ORDER  -  FIRST     CLASS II
 DM1095
 DM1095.The horizontal coordinates were scaled from a topographic map and have
 DM1095.an estimated accuracy of +/- 6 seconds.
 DM1095
 DM1095.The orthometric height was determined by differential leveling
 DM1095.and adjusted by the National Geodetic Survey in June 1991..
 DM1095
 DM1095.The geoid height was determined by GEOID03.
 DM1095
 DM1095.The dynamic height is computed by dividing the NAVD 88
 DM1095.geopotential number by the normal gravity value computed on the
 DM1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1095.degrees latitude (g = 980.6199 gals.).
 DM1095
 DM1095.The modeled gravity was interpolated from observed gravity values.
 DM1095
 DM1095;                    North         East    Units  Estimated Accuracy
 DM1095;SPC AR S     -   513,590.      187,910.      MT  (+/- 180 meters Scaled)
 DM1095
 DM1095                          SUPERSEDED SURVEY CONTROL
 DM1095
 DM1095.No superseded survey control is available for this station.
 DM1095
 DM1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT806262(NAD 83)
 DM1095_MARKER: I = METAL ROD
 DM1095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1095_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1095_STAMPING: H 310 1986
 DM1095_MARK LOGO: NGS   
 DM1095_PROJECTION: FLUSH
 DM1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1095+STABILITY: POSITION/ELEVATION WELL
 DM1095_ROD/PIPE-DEPTH: 27.4 meters
 DM1095_SLEEVE-DEPTH  : 12.2 meters
 DM1095
 DM1095  HISTORY     - Date     Condition        Report By
 DM1095  HISTORY     - 1986     MONUMENTED       NGS
 DM1095
 DM1095                          STATION DESCRIPTION
 DM1095
 DM1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1095'14.3 KM (8.9 MI) SE FROM FOREMAN.
 DM1095'13.9 KM (8.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST
 DM1095'JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN, THENCE 0.4 KM (0.25 MI)
 DM1095'NORTH ALONG A PAVED ROAD, OR 15.7 KM (9.75 MI) WESTERLY ALONG STATE
 DM1095'HIGHWAY 32 FROM ITS NORTH JUNCTION WITH U.S. HIGHWAY 71 IN ASHDOWN,
 DM1095'THENCE 0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD, 9.7 M (31.8 FT) WEST
 DM1095'OF THE CENTER OF THE PAVED ROAD, 2.6 M (8.5 FT) SOUTH OF THE CENTER OF
 DM1095'A DRIVEWAY, AND 0.9 M (3.0 FT) NORTH OF A UTILITY POLE WITH A
 DM1095'TRANSFORMER AND TELEPHONE JUNCTION BOX NUMBER 5 38 3.  NOTE--ACCESS TO
 DM1095'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1095'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1202 ***********************************************************************
 FH1202  DESIGNATION -  H 311
 FH1202  PID         -  FH1202
 FH1202  STATE/COUNTY-  AR/CRAWFORD
 FH1202  USGS QUAD   -  VAN BUREN (1997)
 FH1202
 FH1202                         *CURRENT SURVEY CONTROL
 FH1202  ___________________________________________________________________
 FH1202* NAD 83(1986)-  35 26 24.     (N)    094 20 37.     (W)     SCALED    
 FH1202* NAVD 88     -       137.453  (meters)     450.96   (feet)  ADJUSTED  
 FH1202  ___________________________________________________________________
 FH1202  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FH1202  DYNAMIC HT  -         137.324 (meters)     450.54  (feet)  COMP
 FH1202  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FH1202
 FH1202  VERT ORDER  -  FIRST     CLASS II
 FH1202
 FH1202.The horizontal coordinates were scaled from a topographic map and have
 FH1202.an estimated accuracy of +/- 6 seconds.
 FH1202
 FH1202.The orthometric height was determined by differential leveling
 FH1202.and adjusted by the National Geodetic Survey in June 1991..
 FH1202
 FH1202.The geoid height was determined by GEOID03.
 FH1202
 FH1202.The dynamic height is computed by dividing the NAVD 88
 FH1202.geopotential number by the normal gravity value computed on the
 FH1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1202.degrees latitude (g = 980.6199 gals.).
 FH1202
 FH1202.The modeled gravity was interpolated from observed gravity values.
 FH1202
 FH1202;                    North         East    Units  Estimated Accuracy
 FH1202;SPC AR N     -   125,310.      187,240.      MT  (+/- 180 meters Scaled)
 FH1202
 FH1202                          SUPERSEDED SURVEY CONTROL
 FH1202
 FH1202  NGVD 29 (10/05/93)  137.362  (m)          450.66   (f) ADJUSTED    1 2
 FH1202
 FH1202.Superseded values are not recommended for survey control.
 FH1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1202.See file dsdata.txt to determine how the superseded data were derived.
 FH1202
 FH1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV780226(NAD 83)
 FH1202_MARKER: I = METAL ROD
 FH1202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1202_SP_SET: STAINLESS STEEL ROD
 FH1202_STAMPING: H 311 1989
 FH1202_MARK LOGO: NGS   
 FH1202_PROJECTION: FLUSH
 FH1202_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1202+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1202_ROD/PIPE-DEPTH: 4.3  meters
 FH1202
 FH1202  HISTORY     - Date     Condition        Report By
 FH1202  HISTORY     - 1989     MONUMENTED       NGS
 FH1202
 FH1202                          STATION DESCRIPTION
 FH1202
 FH1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1202'IN VAN BUREN, AT THE INTERSECTION OF POPLAR AND 15TH STREETS, 8.9 M
 FH1202'(29.2 FT) WEST OF THE CENTER OF 15TH STREET, 8.1 M (26.6 FT) SOUTH OF
 FH1202'THE CENTER OF POPLAR STREET, 0.5 M (1.6 FT) WEST OF THE EAST END OF A
 FH1202'FENCE, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND LEVEL WITH 15TH STREET.
 FH1202'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1225 ***********************************************************************
 FH1225  DESIGNATION -  H 312
 FH1225  PID         -  FH1225
 FH1225  STATE/COUNTY-  AR/CRAWFORD
 FH1225  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1225
 FH1225                         *CURRENT SURVEY CONTROL
 FH1225  ___________________________________________________________________
 FH1225* NAD 83(1986)-  35 40 48.     (N)    094 09 11.     (W)     SCALED    
 FH1225* NAVD 88     -       376.420  (meters)    1234.97   (feet)  ADJUSTED  
 FH1225  ___________________________________________________________________
 FH1225  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FH1225  DYNAMIC HT  -         376.065 (meters)    1233.81  (feet)  COMP
 FH1225  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 FH1225
 FH1225  VERT ORDER  -  FIRST     CLASS II
 FH1225
 FH1225.The horizontal coordinates were scaled from a topographic map and have
 FH1225.an estimated accuracy of +/- 6 seconds.
 FH1225
 FH1225.The orthometric height was determined by differential leveling
 FH1225.and adjusted by the National Geodetic Survey in June 1991..
 FH1225
 FH1225.The geoid height was determined by GEOID03.
 FH1225
 FH1225.The dynamic height is computed by dividing the NAVD 88
 FH1225.geopotential number by the normal gravity value computed on the
 FH1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1225.degrees latitude (g = 980.6199 gals.).
 FH1225
 FH1225.The modeled gravity was interpolated from observed gravity values.
 FH1225
 FH1225;                    North         East    Units  Estimated Accuracy
 FH1225;SPC AR N     -   151,530.      205,120.      MT  (+/- 180 meters Scaled)
 FH1225
 FH1225                          SUPERSEDED SURVEY CONTROL
 FH1225
 FH1225  NGVD 29 (10/05/93)  376.280  (m)         1234.51   (f) ADJUSTED    1 2
 FH1225
 FH1225.Superseded values are not recommended for survey control.
 FH1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1225.See file dsdata.txt to determine how the superseded data were derived.
 FH1225
 FH1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV956490(NAD 83)
 FH1225_MARKER: I = METAL ROD
 FH1225_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1225+WITH SETTING: INFORMATION.
 FH1225_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1225_STAMPING: H 312 1989
 FH1225_MARK LOGO: NGS   
 FH1225_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1225+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1225
 FH1225  HISTORY     - Date     Condition        Report By
 FH1225  HISTORY     - 1989     MONUMENTED       NGS
 FH1225
 FH1225                          STATION DESCRIPTION
 FH1225
 FH1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1225'5.6 KM (3.50 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1225'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, A METAL ROD DRIVEN
 FH1225'TO REFUSAL AT 1.2 M AND FLUSH WITH GROUND, 20.5 M (67.3 FT) NORTHWEST
 FH1225'OF THE CENTERLINE OF THE HIGHWAY, 6.3 M (20.7 FT) NORTHEAST OF THE
 FH1225'CENTER OF A DRIVEWAY, 2.7 M (8.9 FT) SOUTHWEST OF THE CENTER OF A
 FH1225'WATER METER, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 FH1225'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 FH1225'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1261 ***********************************************************************
 GE1261  DESIGNATION -  H 313
 GE1261  PID         -  GE1261
 GE1261  STATE/COUNTY-  AR/FULTON
 GE1261  USGS QUAD   -  WIRTH (1968)
 GE1261
 GE1261                         *CURRENT SURVEY CONTROL
 GE1261  ___________________________________________________________________
 GE1261* NAD 83(1986)-  36 22 54.     (N)    091 29 17.     (W)     SCALED    
 GE1261* NAVD 88     -       167.494  (meters)     549.52   (feet)  ADJUSTED  
 GE1261  ___________________________________________________________________
 GE1261  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GE1261  DYNAMIC HT  -         167.354 (meters)     549.06  (feet)  COMP
 GE1261  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 GE1261
 GE1261  VERT ORDER  -  FIRST     CLASS II
 GE1261
 GE1261.The horizontal coordinates were scaled from a topographic map and have
 GE1261.an estimated accuracy of +/- 6 seconds.
 GE1261
 GE1261.The orthometric height was determined by differential leveling
 GE1261.and adjusted by the National Geodetic Survey in January 1995..
 GE1261
 GE1261.The geoid height was determined by GEOID03.
 GE1261
 GE1261.The dynamic height is computed by dividing the NAVD 88
 GE1261.geopotential number by the normal gravity value computed on the
 GE1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1261.degrees latitude (g = 980.6199 gals.).
 GE1261
 GE1261.The modeled gravity was interpolated from observed gravity values.
 GE1261
 GE1261;                    North         East    Units  Estimated Accuracy
 GE1261;SPC AR N     -   227,380.      445,940.      MT  (+/- 180 meters Scaled)
 GE1261
 GE1261                          SUPERSEDED SURVEY CONTROL
 GE1261
 GE1261  NGVD 29 (10/05/93)  167.378  (m)          549.14   (f) ADJUSTED    1 2
 GE1261
 GE1261.Superseded values are not recommended for survey control.
 GE1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1261.See file dsdata.txt to determine how the superseded data were derived.
 GE1261
 GE1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA356273(NAD 83)
 GE1261_MARKER: DV = VERTICAL CONTROL DISK
 GE1261_SETTING: 66 = SET IN ROCK OUTCROP
 GE1261_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1261_STAMPING: H 313 1990
 GE1261_MARK LOGO: NGS   
 GE1261_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1261+STABILITY: POSITION/ELEVATION WELL
 GE1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1261+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1261
 GE1261  HISTORY     - Date     Condition        Report By
 GE1261  HISTORY     - 1990     MONUMENTED       NGS
 GE1261
 GE1261                          STATION DESCRIPTION
 GE1261
 GE1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1261'9.3 KM (5.75 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1261'U.S. HIGHWAY 62 IN HARDY, IN A 1 BY 2-FOOT EXPOSED AREA OF BEDROCK
 GE1261'NEAR THE SOUTH END OF A HIGHWAY CUT, 13.8 M (45.3 FT) EAST OF THE
 GE1261'HIGHWAY CENTERLINE, 8.7 M (28.5 FT) WEST-SOUTHWEST OF THE CENTER OF A
 GE1261'GATE, 3.6 M (11.8 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT)
 GE1261'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2177 ***********************************************************************
 FF2177  DESIGNATION -  H 314
 FF2177  PID         -  FF2177
 FF2177  STATE/COUNTY-  AR/CRITTENDEN
 FF2177  USGS QUAD   -  TYRONZA (1974)
 FF2177
 FF2177                         *CURRENT SURVEY CONTROL
 FF2177  ___________________________________________________________________
 FF2177* NAD 83(1986)-  35 24 31.     (N)    090 16 53.     (W)     SCALED    
 FF2177* NAVD 88     -        67.902  (meters)     222.78   (feet)  ADJUSTED  
 FF2177  ___________________________________________________________________
 FF2177  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF2177  DYNAMIC HT  -          67.842 (meters)     222.58  (feet)  COMP
 FF2177  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 FF2177
 FF2177  VERT ORDER  -  FIRST     CLASS II
 FF2177
 FF2177.The horizontal coordinates were scaled from a topographic map and have
 FF2177.an estimated accuracy of +/- 6 seconds.
 FF2177
 FF2177.The orthometric height was determined by differential leveling
 FF2177.and adjusted by the National Geodetic Survey in January 1995..
 FF2177
 FF2177.The geoid height was determined by GEOID03.
 FF2177
 FF2177.The dynamic height is computed by dividing the NAVD 88
 FF2177.geopotential number by the normal gravity value computed on the
 FF2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2177.degrees latitude (g = 980.6199 gals.).
 FF2177
 FF2177.The modeled gravity was interpolated from observed gravity values.
 FF2177
 FF2177;                    North         East    Units  Estimated Accuracy
 FF2177;SPC AR N     -   120,660.      556,090.      MT  (+/- 180 meters Scaled)
 FF2177
 FF2177                          SUPERSEDED SURVEY CONTROL
 FF2177
 FF2177  NGVD 29 (10/05/93)   67.869  (m)          222.67   (f) ADJUSTED    1 2
 FF2177
 FF2177.Superseded values are not recommended for survey control.
 FF2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2177.See file dsdata.txt to determine how the superseded data were derived.
 FF2177
 FF2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV468217(NAD 83)
 FF2177_MARKER: I = METAL ROD
 FF2177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2177_SP_SET: STAINLESS STEEL ROD
 FF2177_STAMPING: H 314 1990
 FF2177_MARK LOGO: NGS   
 FF2177_PROJECTION: FLUSH
 FF2177_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2177+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF2177_ROD/PIPE-DEPTH: 5.4  meters
 FF2177
 FF2177  HISTORY     - Date     Condition        Report By
 FF2177  HISTORY     - 1990     MONUMENTED       NGS
 FF2177  HISTORY     - 20000926 GOOD             USE
 FF2177  HISTORY     - 20021016 GOOD             USACE
 FF2177
 FF2177                          STATION DESCRIPTION
 FF2177
 FF2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2177'3.9 KM (2.40 MI) NORTHERLY ALONG STATE HIGHWAY 77 AND U.S. HIGHWAY 63
 FF2177'FROM THE HIGH SCHOOL IN TURRELL, IN THE MEDIAN OF THE HIGHWAY, 9.4 M
 FF2177'(30.8 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 FF2177'HIGHWAY, 9.3 M (30.5 FT) SOUTH OF THE CENTER OF A CROSSOVER, 0.3 M
 FF2177'(1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 FF2177'OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FF2177'LOGO CAP.
 FF2177
 FF2177                          STATION RECOVERY (2000)
 FF2177
 FF2177'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF2177'RECOVERED IN GOOD CONDITION.  THE STAMPING IS ON THE SLEEVE.
 FF2177
 FF2177                          STATION RECOVERY (2002)
 FF2177
 FF2177'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2202 ***********************************************************************
 FF2202  DESIGNATION -  H 315
 FF2202  PID         -  FF2202
 FF2202  STATE/COUNTY-  AR/CRAIGHEAD
 FF2202  USGS QUAD   -  HERMAN (1980)
 FF2202
 FF2202                         *CURRENT SURVEY CONTROL
 FF2202  ___________________________________________________________________
 FF2202* NAD 83(1986)-  35 51 22.     (N)    090 46 34.     (W)     SCALED    
 FF2202* NAVD 88     -        87.926  (meters)     288.47   (feet)  ADJUSTED  
 FF2202  ___________________________________________________________________
 FF2202  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF2202  DYNAMIC HT  -          87.851 (meters)     288.22  (feet)  COMP
 FF2202  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 FF2202
 FF2202  VERT ORDER  -  FIRST     CLASS II
 FF2202
 FF2202.The horizontal coordinates were scaled from a topographic map and have
 FF2202.an estimated accuracy of +/- 6 seconds.
 FF2202
 FF2202.The orthometric height was determined by differential leveling
 FF2202.and adjusted by the National Geodetic Survey in January 1995..
 FF2202
 FF2202.The geoid height was determined by GEOID03.
 FF2202
 FF2202.The dynamic height is computed by dividing the NAVD 88
 FF2202.geopotential number by the normal gravity value computed on the
 FF2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2202.degrees latitude (g = 980.6199 gals.).
 FF2202
 FF2202.The modeled gravity was interpolated from observed gravity values.
 FF2202
 FF2202;                    North         East    Units  Estimated Accuracy
 FF2202;SPC AR N     -   169,630.      510,540.      MT  (+/- 180 meters Scaled)
 FF2202
 FF2202                          SUPERSEDED SURVEY CONTROL
 FF2202
 FF2202  NGVD 29 (10/05/93)   87.843  (m)          288.20   (f) ADJUSTED    1 2
 FF2202
 FF2202.Superseded values are not recommended for survey control.
 FF2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2202.See file dsdata.txt to determine how the superseded data were derived.
 FF2202
 FF2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV008702(NAD 83)
 FF2202_MARKER: I = METAL ROD
 FF2202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2202_SP_SET: STAINLESS STEEL ROD
 FF2202_STAMPING: H 315 1990
 FF2202_MARK LOGO: NGS   
 FF2202_PROJECTION: FLUSH
 FF2202_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2202+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 FF2202_ROD/PIPE-DEPTH: 8.5  meters
 FF2202
 FF2202  HISTORY     - Date     Condition        Report By
 FF2202  HISTORY     - 1990     MONUMENTED       NGS
 FF2202  HISTORY     - 20020826 GOOD             USACE
 FF2202
 FF2202                          STATION DESCRIPTION
 FF2202
 FF2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2202'0.2 KM (0.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 BYPASS FROM THE
 FF2202'JUNCTION OF U.S. HIGHWAY 63 BUSINESS IN JONESBORO, 20.5 M (67.3 FT)
 FF2202'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 FF2202'THE HIGHWAY, 14.4 M (47.2 FT) SOUTH OF A UTILITY POLE WITH A GUY
 FF2202'CABLE, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 FF2202'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2202
 FF2202                          STATION RECOVERY (2002)
 FF2202
 FF2202'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2202'NEW HWY CONSTRUCTIONIN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1228 ***********************************************************************
 GE1228  DESIGNATION -  H 316
 GE1228  PID         -  GE1228
 GE1228  STATE/COUNTY-  AR/LAWRENCE
 GE1228  USGS QUAD   -  IMBODEN (1981)
 GE1228
 GE1228                         *CURRENT SURVEY CONTROL
 GE1228  ___________________________________________________________________
 GE1228* NAD 83(1986)-  36 12 13.     (N)    091 10 44.     (W)     SCALED    
 GE1228* NAVD 88     -       101.362  (meters)     332.55   (feet)  ADJUSTED  
 GE1228  ___________________________________________________________________
 GE1228  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GE1228  DYNAMIC HT  -         101.279 (meters)     332.28  (feet)  COMP
 GE1228  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 GE1228
 GE1228  VERT ORDER  -  FIRST     CLASS II
 GE1228
 GE1228.The horizontal coordinates were scaled from a topographic map and have
 GE1228.an estimated accuracy of +/- 6 seconds.
 GE1228
 GE1228.The orthometric height was determined by differential leveling
 GE1228.and adjusted by the National Geodetic Survey in January 1995..
 GE1228
 GE1228.The geoid height was determined by GEOID03.
 GE1228
 GE1228.The dynamic height is computed by dividing the NAVD 88
 GE1228.geopotential number by the normal gravity value computed on the
 GE1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1228.degrees latitude (g = 980.6199 gals.).
 GE1228
 GE1228.The modeled gravity was interpolated from observed gravity values.
 GE1228
 GE1228;                    North         East    Units  Estimated Accuracy
 GE1228;SPC AR N     -   207,810.      473,840.      MT  (+/- 180 meters Scaled)
 GE1228
 GE1228                          SUPERSEDED SURVEY CONTROL
 GE1228
 GE1228  NGVD 29 (10/05/93)  101.267  (m)          332.24   (f) ADJUSTED    1 2
 GE1228
 GE1228.Superseded values are not recommended for survey control.
 GE1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1228.See file dsdata.txt to determine how the superseded data were derived.
 GE1228
 GE1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA637080(NAD 83)
 GE1228_MARKER: I = METAL ROD
 GE1228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1228_SP_SET: STAINLESS STEEL ROD
 GE1228_STAMPING: H 316 1990
 GE1228_MARK LOGO: NGS   
 GE1228_PROJECTION: FLUSH
 GE1228_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1228+STABILITY: POSITION/ELEVATION WELL
 GE1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1228+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1228_ROD/PIPE-DEPTH: 4.8  meters
 GE1228
 GE1228  HISTORY     - Date     Condition        Report By
 GE1228  HISTORY     - 1990     MONUMENTED       NGS
 GE1228  HISTORY     - 20021026 GOOD             USACE
 GE1228
 GE1228                          STATION DESCRIPTION
 GE1228
 GE1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1228'0.4 KM (0.25 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1228'U.S. HIGHWAY 62 IN IMBODEN, 18.3 M (60.0 FT) SOUTHWEST OF THE
 GE1228'SOUTHWEST CORNER OF A CHURCH, 7.8 M (25.6 FT) NORTH OF THE HIGHWAY
 GE1228'CENTERLINE, 4.3 M (14.1 FT) EAST OF THE CENTER OF A PAVED STREET
 GE1228'LEADING NORTH, 0.9 M (3.0 FT) WEST OF A UTILITY POLE WITH 2 GUY
 GE1228'WIRES, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREET. NOTE--ACCESS
 GE1228'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1228
 GE1228                          STATION RECOVERY (2002)
 GE1228
 GE1228'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0720 ***********************************************************************
 GE0720  DESIGNATION -  H 32 RESET
 GE0720  PID         -  GE0720
 GE0720  STATE/COUNTY-  AR/GREENE
 GE0720  USGS QUAD   -  MARMADUKE (1992)
 GE0720
 GE0720                         *CURRENT SURVEY CONTROL
 GE0720  ___________________________________________________________________
 GE0720* NAD 83(1986)-  36 11 11.     (N)    090 22 54.     (W)     SCALED    
 GE0720* NAVD 88     -        82.64   (+/-2cm)     271.1    (feet)  VERTCON   
 GE0720  ___________________________________________________________________
 GE0720  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GE0720
 GE0720  VERT ORDER  -  THIRD (See Below)
 GE0720
 GE0720.The horizontal coordinates were scaled from a topographic map and have
 GE0720.an estimated accuracy of +/- 6 seconds.
 GE0720
 GE0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0720.The vertical order pertains to the NGVD 29 superseded value.
 GE0720
 GE0720.The geoid height was determined by GEOID03.
 GE0720
 GE0720;                    North         East    Units  Estimated Accuracy
 GE0720;SPC AR N     -   206,780.      545,560.      MT  (+/- 180 meters Scaled)
 GE0720
 GE0720                          SUPERSEDED SURVEY CONTROL
 GE0720
 GE0720  NGVD 29 (08/21/02)   82.63   (m)          271.1    (f) RESET       3  
 GE0720
 GE0720.Superseded values are not recommended for survey control.
 GE0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0720.See file dsdata.txt to determine how the superseded data were derived.
 GE0720
 GE0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA354078(NAD 83)
 GE0720_MARKER: DB = BENCH MARK DISK
 GE0720_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0720_SP_SET: CULVERT
 GE0720_STAMPING: H 32 RESET 1979 271.13
 GE0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0720+STABILITY: SURFACE MOTION
 GE0720
 GE0720  HISTORY     - Date     Condition        Report By
 GE0720  HISTORY     - 1979     MONUMENTED       ARHD
 GE0720  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0720
 GE0720                          STATION DESCRIPTION
 GE0720
 GE0720'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1979
 GE0720'IN MARMADUKE.
 GE0720'IN MARMADUKE, ALONG THE ST LOUIS SOUTHWESTERN RAILWAY, ABOUT 6
 GE0720'POLES NORTHEAST OF MILE 93, ABOUT 0.35 MILE SOUTHWEST OF CROSSING
 GE0720'OF STATE HIGHWAY 1, 50 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN
 GE0720'TRACK, 227 FEET NORTHEAST OF NORTH CORNER OF STATION, 82 FEET
 GE0720'WEST-SOUTHWEST OF CENTER OF CROSSING OF ROAD AND MAIN TRACK, 24 FEET
 GE0720'SOUTH OF CENTER LINE OF ROAD, 4 FEET EAST-SOUTHEAST OF A POWER POLE,
 GE0720'IN THE NORTHEAST CORNER OF THE NORTH HEADWALL OF A BOX CULVERT.
 GE0720
 GE0720                          STATION RECOVERY (2002)
 GE0720
 GE0720'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0720'THE STATION IS ASSUMED DESTROYED. ONLY MARK FOUND IN AREA WAS STATE OF
 GE0720'AR HWY DEPT BENCHMARK WHICH IS N OF HWY 34, AT NE CORNER OF HEADWALL.
 GE0720'IT HAD NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0061 ***********************************************************************
 FF0061  DESIGNATION -  H 33
 FF0061  PID         -  FF0061
 FF0061  STATE/COUNTY-  AR/MISSISSIPPI
 FF0061  USGS QUAD   -  MANILA NORTH (1983)
 FF0061
 FF0061                         *CURRENT SURVEY CONTROL
 FF0061  ___________________________________________________________________
 FF0061* NAD 83(1986)-  35 54 35.     (N)    090 12 41.     (W)     SCALED    
 FF0061* NAVD 88     -        71.403  (meters)     234.26   (feet)  ADJUSTED  
 FF0061  ___________________________________________________________________
 FF0061  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FF0061  DYNAMIC HT  -          71.343 (meters)     234.06  (feet)  COMP
 FF0061  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 FF0061
 FF0061  VERT ORDER  -  FIRST     CLASS II
 FF0061
 FF0061.The horizontal coordinates were scaled from a topographic map and have
 FF0061.an estimated accuracy of +/- 6 seconds.
 FF0061
 FF0061.The orthometric height was determined by differential leveling
 FF0061.and adjusted by the National Geodetic Survey in June 1991..
 FF0061
 FF0061.The geoid height was determined by GEOID03.
 FF0061
 FF0061.The dynamic height is computed by dividing the NAVD 88
 FF0061.geopotential number by the normal gravity value computed on the
 FF0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0061.degrees latitude (g = 980.6199 gals.).
 FF0061
 FF0061.The modeled gravity was interpolated from observed gravity values.
 FF0061
 FF0061;                    North         East    Units  Estimated Accuracy
 FF0061;SPC AR N     -   176,360.      561,440.      MT  (+/- 180 meters Scaled)
 FF0061
 FF0061                          SUPERSEDED SURVEY CONTROL
 FF0061
 FF0061  NGVD 29 (??/??/??)   71.392  (m)          234.23   (f) ADJUSTED    1 2
 FF0061
 FF0061.Superseded values are not recommended for survey control.
 FF0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0061.See file dsdata.txt to determine how the superseded data were derived.
 FF0061
 FF0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV516775(NAD 83)
 FF0061_MARKER: DB = BENCH MARK DISK
 FF0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0061_STAMPING: H 33 1933
 FF0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0061+STABILITY: SURFACE MOTION
 FF0061
 FF0061  HISTORY     - Date     Condition        Report By
 FF0061  HISTORY     - 1933     MONUMENTED       CGS
 FF0061  HISTORY     - 1956     GOOD             CGS
 FF0061  HISTORY     - 20020720 MARK NOT FOUND   USACE
 FF0061
 FF0061                          STATION DESCRIPTION
 FF0061
 FF0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0061'3.2 MI SE FROM LEACHVILLE.
 FF0061'ABOUT 3.15 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0061'RAILWAY FROM THE STATION AT LEACHVILLE, ABOUT 3.5 MILES NORTHWEST
 FF0061'OF THE CITY WATER TOWER AT MANILA, MISSISSIPPI COUNTY, AT AN
 FF0061'EAST-WEST GRAVEL ROAD CROSSING AT BROWN, 43 FEET NORTHEAST OF
 FF0061'NORTHEAST RAIL, 65 FEET NORTH OF CENTER OF CROSSING, 48 1/2
 FF0061'FEET EAST OF TELEPHONE POLE NO. 773, 110 FEET WEST OF SOUTHWEST
 FF0061'CORNER OF PORCH OF A FARM HOUSE, 10 1/2 FEET SOUTHWEST OF SOUTH
 FF0061'CORNER OF A TRACTOR SHED, 2 FEET SOUTHEAST OF A WHITE WOODEN
 FF0061'WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 FF0061'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0061
 FF0061                          STATION RECOVERY (2002)
 FF0061
 FF0061'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0344 ***********************************************************************
 GF0344  DESIGNATION -  H 36
 GF0344  PID         -  GF0344
 GF0344  STATE/COUNTY-  AR/BOONE
 GF0344  USGS QUAD   -  HARRISON (1975)
 GF0344
 GF0344                         *CURRENT SURVEY CONTROL
 GF0344  ___________________________________________________________________
 GF0344* NAD 83(1986)-  36 13 51.     (N)    093 06 25.     (W)     SCALED    
 GF0344* NAVD 88     -       323.130  (meters)    1060.14   (feet)  ADJUSTED  
 GF0344  ___________________________________________________________________
 GF0344  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0344  DYNAMIC HT  -         322.842 (meters)    1059.19  (feet)  COMP
 GF0344  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 GF0344
 GF0344  VERT ORDER  -  SECOND    CLASS 0
 GF0344
 GF0344.The horizontal coordinates were scaled from a topographic map and have
 GF0344.an estimated accuracy of +/- 6 seconds.
 GF0344
 GF0344.The orthometric height was determined by differential leveling
 GF0344.and adjusted by the National Geodetic Survey in June 1991..
 GF0344
 GF0344.The geoid height was determined by GEOID03.
 GF0344
 GF0344.The dynamic height is computed by dividing the NAVD 88
 GF0344.geopotential number by the normal gravity value computed on the
 GF0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0344.degrees latitude (g = 980.6199 gals.).
 GF0344
 GF0344.The modeled gravity was interpolated from observed gravity values.
 GF0344
 GF0344;                    North         East    Units  Estimated Accuracy
 GF0344;SPC AR N     -   211,080.      300,490.      MT  (+/- 180 meters Scaled)
 GF0344
 GF0344                          SUPERSEDED SURVEY CONTROL
 GF0344
 GF0344  NGVD 29 (??/??/92)  322.997  (m)         1059.70   (f) ADJ UNCH    2 0
 GF0344
 GF0344.Superseded values are not recommended for survey control.
 GF0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0344.See file dsdata.txt to determine how the superseded data were derived.
 GF0344
 GF0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA903095(NAD 83)
 GF0344_MARKER: DB = BENCH MARK DISK
 GF0344_SETTING: 0 = UNSPECIFIED SETTING
 GF0344_STAMPING: H-36 1934
 GF0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0344
 GF0344  HISTORY     - Date     Condition        Report By
 GF0344  HISTORY     - 1934     MONUMENTED       CGS
 GF0344  HISTORY     - 1965     GOOD             NGS
 GF0344
 GF0344                          STATION DESCRIPTION
 GF0344
 GF0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0344'IN HARRISON.
 GF0344'IN THE TOWN OF HARRISON AT THE U.S. POST OFFICE, AT THE NORTHEAST
 GF0344'CORNER OF THE INTERSECTION OF NORTHVINE STREET AND RUSH AVE.,
 GF0344'IN THE SOUTH FACE OF THE SOUTHWEST CORNER OF THE POST OFFICE,
 GF0344'4.5 FEET ABOVE THE SIDEWALK, 2 FEET EAST OF THE CORNER OF
 GF0344'THE BUILDING, TABLET SET VERTICALLY.
 GF0344
 GF0344                          STATION RECOVERY (1965)
 GF0344
 GF0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GF0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0124 ***********************************************************************
 GF0124  DESIGNATION -  H 37
 GF0124  PID         -  GF0124
 GF0124  STATE/COUNTY-  AR/MARION
 GF0124  USGS QUAD   -  PYATT (1972)
 GF0124
 GF0124                         *CURRENT SURVEY CONTROL
 GF0124  ___________________________________________________________________
 GF0124* NAD 83(1986)-  36 15 04.     (N)    092 50 36.     (W)     SCALED    
 GF0124* NAVD 88     -       227.392  (meters)     746.04   (feet)  ADJUSTED  
 GF0124  ___________________________________________________________________
 GF0124  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0124  DYNAMIC HT  -         227.191 (meters)     745.38  (feet)  COMP
 GF0124  MODELED GRAV-     979,743.5   (mgal)                       NAVD 88
 GF0124
 GF0124  VERT ORDER  -  SECOND    CLASS 0
 GF0124
 GF0124.The horizontal coordinates were scaled from a topographic map and have
 GF0124.an estimated accuracy of +/- 6 seconds.
 GF0124
 GF0124.The orthometric height was determined by differential leveling
 GF0124.and adjusted by the National Geodetic Survey in June 1991..
 GF0124
 GF0124.The geoid height was determined by GEOID03.
 GF0124
 GF0124.The dynamic height is computed by dividing the NAVD 88
 GF0124.geopotential number by the normal gravity value computed on the
 GF0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0124.degrees latitude (g = 980.6199 gals.).
 GF0124
 GF0124.The modeled gravity was interpolated from observed gravity values.
 GF0124
 GF0124;                    North         East    Units  Estimated Accuracy
 GF0124;SPC AR N     -   213,090.      324,200.      MT  (+/- 180 meters Scaled)
 GF0124
 GF0124                          SUPERSEDED SURVEY CONTROL
 GF0124
 GF0124  NGVD 29 (??/??/92)  227.273  (m)          745.64   (f) ADJ UNCH    2 0
 GF0124
 GF0124.Superseded values are not recommended for survey control.
 GF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0124.See file dsdata.txt to determine how the superseded data were derived.
 GF0124
 GF0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA140118(NAD 83)
 GF0124_MARKER: DB = BENCH MARK DISK
 GF0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0124_STAMPING: H-37 1934
 GF0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0124+STABILITY: SURFACE MOTION
 GF0124
 GF0124  HISTORY     - Date     Condition        Report By
 GF0124  HISTORY     - 1934     MONUMENTED       CGS
 GF0124  HISTORY     - 1966     MARK NOT FOUND   USGS
 GF0124
 GF0124                          STATION DESCRIPTION
 GF0124
 GF0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0124'IN PYATT.
 GF0124'ABOUT 295 FEET EAST OF THE PASSENGER STATION, 7 FEET SOUTH OF
 GF0124'POLE 402-35, 17 FEET NORTH OF RAILROAD CENTERLINE, ABOUT 230
 GF0124'FEET WEST OF SWITCH STAND AT THE NORTH SIDE OF TRACK.  TABLET
 GF0124'SET IN TOP OF A PRECAST CONCRETE POST.
 GF0124
 GF0124                          STATION RECOVERY (1966)
 GF0124
 GF0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GF0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0058 ***********************************************************************
 GF0058  DESIGNATION -  H 39
 GF0058  PID         -  GF0058
 GF0058  STATE/COUNTY-  AR/BAXTER
 GF0058  USGS QUAD   -  NORFORK (1966)
 GF0058
 GF0058                         *CURRENT SURVEY CONTROL
 GF0058  ___________________________________________________________________
 GF0058* NAD 83(1986)-  36 09 49.     (N)    092 17 36.     (W)     SCALED    
 GF0058* NAVD 88     -       117.899  (meters)     386.81   (feet)  ADJUSTED  
 GF0058  ___________________________________________________________________
 GF0058  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0058  DYNAMIC HT  -         117.796 (meters)     386.47  (feet)  COMP
 GF0058  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 GF0058
 GF0058  VERT ORDER  -  SECOND    CLASS 0
 GF0058
 GF0058.The horizontal coordinates were scaled from a topographic map and have
 GF0058.an estimated accuracy of +/- 6 seconds.
 GF0058
 GF0058.The orthometric height was determined by differential leveling
 GF0058.and adjusted by the National Geodetic Survey in June 1991..
 GF0058
 GF0058.The geoid height was determined by GEOID03.
 GF0058
 GF0058.The dynamic height is computed by dividing the NAVD 88
 GF0058.geopotential number by the normal gravity value computed on the
 GF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0058.degrees latitude (g = 980.6199 gals.).
 GF0058
 GF0058.The modeled gravity was interpolated from observed gravity values.
 GF0058
 GF0058;                    North         East    Units  Estimated Accuracy
 GF0058;SPC AR N     -   203,100.      373,610.      MT  (+/- 180 meters Scaled)
 GF0058
 GF0058                          SUPERSEDED SURVEY CONTROL
 GF0058
 GF0058  NGVD 29 (??/??/92)  117.793  (m)          386.46   (f) ADJ UNCH    2 0
 GF0058
 GF0058.Superseded values are not recommended for survey control.
 GF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0058.See file dsdata.txt to determine how the superseded data were derived.
 GF0058
 GF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA635023(NAD 83)
 GF0058_MARKER: DB = BENCH MARK DISK
 GF0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0058_STAMPING: H-39 1934
 GF0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0058+STABILITY: SURFACE MOTION
 GF0058
 GF0058  HISTORY     - Date     Condition        Report By
 GF0058  HISTORY     - 1934     MONUMENTED       CGS
 GF0058
 GF0058                          STATION DESCRIPTION
 GF0058
 GF0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0058'4.6 MI SE FROM NORFORK.
 GF0058'ABOUT 465 FEET WEST OF THE WEST END OF THE HERON SIDING, 45
 GF0058'FEET NORTHWEST OF INTERSECTION OF CENTERLINES OF RAILROAD
 GF0058'AND GRADE CROSSING, 44 FEET SOUTHWEST OF CENTER OF GATE AT NORTH
 GF0058'SIDE OF RAILROAD, 28.3 FEET NORTH OF RAILROAD CENTERLINE, 8.5
 GF0058'FEET EAST OF POLE 352-24, TABLET SET IN TOP OF PRECAST CONCRETE
 GF0058'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0587 ***********************************************************************
 GE0587  DESIGNATION -  H 40 RESET
 GE0587  PID         -  GE0587
 GE0587  STATE/COUNTY-  AR/FULTON
 GE0587  USGS QUAD   -  AGNOS (1981)
 GE0587
 GE0587                         *CURRENT SURVEY CONTROL
 GE0587  ___________________________________________________________________
 GE0587* NAD 83(1986)-  36 17 09.     (N)    091 43 04.     (W)     SCALED    
 GE0587* NAVD 88     -       224.096  (meters)     735.22   (feet)  ADJUSTED  
 GE0587  ___________________________________________________________________
 GE0587  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0587  DYNAMIC HT  -         223.907 (meters)     734.60  (feet)  COMP
 GE0587  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 GE0587
 GE0587  VERT ORDER  -  SECOND    CLASS 0
 GE0587
 GE0587.The horizontal coordinates were scaled from a topographic map and have
 GE0587.an estimated accuracy of +/- 6 seconds.
 GE0587
 GE0587.The orthometric height was determined by differential leveling
 GE0587.and adjusted by the National Geodetic Survey in June 1991..
 GE0587
 GE0587.The geoid height was determined by GEOID03.
 GE0587
 GE0587.The dynamic height is computed by dividing the NAVD 88
 GE0587.geopotential number by the normal gravity value computed on the
 GE0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0587.degrees latitude (g = 980.6199 gals.).
 GE0587
 GE0587.The modeled gravity was interpolated from observed gravity values.
 GE0587
 GE0587;                    North         East    Units  Estimated Accuracy
 GE0587;SPC AR N     -   216,660.      425,350.      MT  (+/- 180 meters Scaled)
 GE0587
 GE0587                          SUPERSEDED SURVEY CONTROL
 GE0587
 GE0587  NGVD 29 (??/??/92)  223.982  (m)          734.85   (f) ADJ UNCH    2 0
 GE0587
 GE0587.Superseded values are not recommended for survey control.
 GE0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0587.See file dsdata.txt to determine how the superseded data were derived.
 GE0587
 GE0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA151164(NAD 83)
 GE0587_MARKER: DB = BENCH MARK DISK
 GE0587_SETTING: 66 = SET IN ROCK OUTCROP
 GE0587_SP_SET: ROCK OUTCROP
 GE0587_STAMPING: H 40 1934 RESET 1955
 GE0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0587+STABILITY: POSITION/ELEVATION WELL
 GE0587
 GE0587  HISTORY     - Date     Condition        Report By
 GE0587  HISTORY     - 1955     MONUMENTED       CGS
 GE0587
 GE0587                          STATION DESCRIPTION
 GE0587
 GE0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0587'9.8 MI SE FROM SALEM.
 GE0587'9.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE NORTH ARKANSAS
 GE0587'ELECTRIC CO-OPERATIVE BUILDING AT SALEM, FULTON COUNTY, 0.1
 GE0587'MILE EAST OF THE TOP OF A SMALL HILL, 102 YARDS EAST OF THE
 GE0587'SOUTHEAST CORNER OF A FARMHOUSE, 67 FEET SOUTH OF THE CENTER
 GE0587'LINE OF THE HIGHWAY, 45 FEET WEST OF A POWER POLE, 9 FEET SOUTH
 GE0587'OF A FENCE, 3.4 FEET SOUTHEAST OF A 5-INCH OAK TREE, NEAR A
 GE0587'WHITE WOODEN WITNESS POST, IN THE TOP OF A 2- BY 3-FOOT ROCK
 GE0587'OUTCROP, AND 0.7 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 GE0587'H 40 1934 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0296 ***********************************************************************
 GE0296  DESIGNATION -  H 41
 GE0296  PID         -  GE0296
 GE0296  STATE/COUNTY-  AR/RANDOLPH
 GE0296  USGS QUAD   -  POCAHONTAS (1981)
 GE0296
 GE0296                         *CURRENT SURVEY CONTROL
 GE0296  ___________________________________________________________________
 GE0296* NAD 83(1986)-  36 17 59.     (N)    090 58 09.     (W)     SCALED    
 GE0296* NAVD 88     -       112.758  (meters)     369.94   (feet)  ADJUSTED  
 GE0296  ___________________________________________________________________
 GE0296  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GE0296  DYNAMIC HT  -         112.667 (meters)     369.64  (feet)  COMP
 GE0296  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 GE0296
 GE0296  VERT ORDER  -  SECOND    CLASS 0
 GE0296
 GE0296.The horizontal coordinates were scaled from a topographic map and have
 GE0296.an estimated accuracy of +/- 6 seconds.
 GE0296
 GE0296.The orthometric height was determined by differential leveling
 GE0296.and adjusted by the National Geodetic Survey in June 1991..
 GE0296
 GE0296.The geoid height was determined by GEOID03.
 GE0296
 GE0296.The dynamic height is computed by dividing the NAVD 88
 GE0296.geopotential number by the normal gravity value computed on the
 GE0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0296.degrees latitude (g = 980.6199 gals.).
 GE0296
 GE0296.The modeled gravity was interpolated from observed gravity values.
 GE0296
 GE0296;                    North         East    Units  Estimated Accuracy
 GE0296;SPC AR N     -   218,650.      492,590.      MT  (+/- 180 meters Scaled)
 GE0296
 GE0296                          SUPERSEDED SURVEY CONTROL
 GE0296
 GE0296  NGVD 29 (??/??/92)  112.692  (m)          369.72   (f) ADJ UNCH    2 0
 GE0296
 GE0296.Superseded values are not recommended for survey control.
 GE0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0296.See file dsdata.txt to determine how the superseded data were derived.
 GE0296
 GE0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA823191(NAD 83)
 GE0296_MARKER: DB = BENCH MARK DISK
 GE0296_SETTING: 66 = SET IN ROCK OUTCROP
 GE0296_SP_SET: ROCK LEDGE
 GE0296_STAMPING: H 41 1934
 GE0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0296+STABILITY: POSITION/ELEVATION WELL
 GE0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0296+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE0296
 GE0296  HISTORY     - Date     Condition        Report By
 GE0296  HISTORY     - 1934     MONUMENTED       CGS
 GE0296  HISTORY     - 1966     GOOD             NGS
 GE0296  HISTORY     - 20020913 GOOD             USACE
 GE0296
 GE0296                          STATION DESCRIPTION
 GE0296
 GE0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GE0296'2.9 MI N FROM POCAHONTAS.
 GE0296'2.9 MILES NORTH ALONG STATE HIGHWAY 115 FROM THE COUNTY COURTHOUSE
 GE0296'AT POCAHONTAS, RANDOLPH COUNTY, AT THE JUNCTION WITH THE ROAD
 GE0296'LEADING NORTHWEST TO WARM SPRINGS, ABOUT 50 FEET NORTH OF THE
 GE0296'NORTH END OF A PIPE CULVERT, 42.5 FEET EAST OF THE CENTERLINE
 GE0296'OF THE ROAD, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GE0296'1.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H
 GE0296'41 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS
 GE0296'CEMENTED IN A ROCK LEDGE, AND NOT IN A CONCRETE POST AS DESCRIBED.
 GE0296
 GE0296                          STATION RECOVERY (2002)
 GE0296
 GE0296'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1546 ***********************************************************************
 FF1546  DESIGNATION -  H 42
 FF1546  PID         -  FF1546
 FF1546  STATE/COUNTY-  AR/CLEBURNE
 FF1546  USGS QUAD   -  DRASCO (1973)
 FF1546
 FF1546                         *CURRENT SURVEY CONTROL
 FF1546  ___________________________________________________________________
 FF1546* NAD 83(1986)-  35 40 19.     (N)    091 53 38.     (W)     SCALED    
 FF1546* NAVD 88     -       327.703  (meters)    1075.14   (feet)  ADJUSTED  
 FF1546  ___________________________________________________________________
 FF1546  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1546  DYNAMIC HT  -         327.405 (meters)    1074.16  (feet)  COMP
 FF1546  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 FF1546
 FF1546  VERT ORDER  -  SECOND    CLASS 0
 FF1546
 FF1546.The horizontal coordinates were scaled from a topographic map and have
 FF1546.an estimated accuracy of +/- 6 seconds.
 FF1546
 FF1546.The orthometric height was determined by differential leveling
 FF1546.and adjusted by the National Geodetic Survey in June 1991..
 FF1546
 FF1546.The geoid height was determined by GEOID03.
 FF1546
 FF1546.The dynamic height is computed by dividing the NAVD 88
 FF1546.geopotential number by the normal gravity value computed on the
 FF1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1546.degrees latitude (g = 980.6199 gals.).
 FF1546
 FF1546.The modeled gravity was interpolated from observed gravity values.
 FF1546
 FF1546;                    North         East    Units  Estimated Accuracy
 FF1546;SPC AR N     -   148,510.      409,610.      MT  (+/- 180 meters Scaled)
 FF1546
 FF1546                          SUPERSEDED SURVEY CONTROL
 FF1546
 FF1546  NGVD 29 (??/??/??)  327.624  (m)         1074.88   (f) ADJUSTED    2 0
 FF1546
 FF1546.Superseded values are not recommended for survey control.
 FF1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1546.See file dsdata.txt to determine how the superseded data were derived.
 FF1546
 FF1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV001481(NAD 83)
 FF1546_MARKER: DB = BENCH MARK DISK
 FF1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1546_STAMPING: H 42 1935
 FF1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1546+STABILITY: SURFACE MOTION
 FF1546
 FF1546  HISTORY     - Date     Condition        Report By
 FF1546  HISTORY     - 1935     MONUMENTED       CGS
 FF1546  HISTORY     - 1951     GOOD             CGS
 FF1546
 FF1546                          STATION DESCRIPTION
 FF1546
 FF1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FF1546'4.8 MI NE FROM DRASCO.
 FF1546'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1546'AT DRASCO, 70 FEET SOUTHWEST OF THE A.C. MANNON RESIDENCE, 50
 FF1546'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET NORTHEAST OF
 FF1546'A 1.4-FOOT WALNUT TREE, AND 1 FOOT SOUTH OF THE PROPERTY-LINE
 FF1546'FENCE.  A STANDARD DISK, STAMPED H 42 1935 AND SET IN THE TOP OF
 FF1546'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1135 ***********************************************************************
 FF1135  DESIGNATION -  H 43
 FF1135  PID         -  FF1135
 FF1135  STATE/COUNTY-  AR/INDEPENDENCE
 FF1135  USGS QUAD   -  JACKSONPORT (1981)
 FF1135
 FF1135                         *CURRENT SURVEY CONTROL
 FF1135  ___________________________________________________________________
 FF1135* NAD 83(1986)-  35 40 15.     (N)    091 20 56.     (W)     SCALED    
 FF1135* NAVD 88     -        70.658  (meters)     231.82   (feet)  ADJUSTED  
 FF1135  ___________________________________________________________________
 FF1135  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF1135  DYNAMIC HT  -          70.597 (meters)     231.62  (feet)  COMP
 FF1135  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 FF1135
 FF1135  VERT ORDER  -  SECOND    CLASS 0
 FF1135
 FF1135.The horizontal coordinates were scaled from a topographic map and have
 FF1135.an estimated accuracy of +/- 6 seconds.
 FF1135
 FF1135.The orthometric height was determined by differential leveling
 FF1135.and adjusted by the National Geodetic Survey in June 1991..
 FF1135
 FF1135.The geoid height was determined by GEOID03.
 FF1135
 FF1135.The dynamic height is computed by dividing the NAVD 88
 FF1135.geopotential number by the normal gravity value computed on the
 FF1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1135.degrees latitude (g = 980.6199 gals.).
 FF1135
 FF1135.The modeled gravity was interpolated from observed gravity values.
 FF1135
 FF1135;                    North         East    Units  Estimated Accuracy
 FF1135;SPC AR N     -   148,580.      458,950.      MT  (+/- 180 meters Scaled)
 FF1135
 FF1135                          SUPERSEDED SURVEY CONTROL
 FF1135
 FF1135  NGVD 29 (??/??/??)   70.588  (m)          231.59   (f) ADJUSTED    2 0
 FF1135
 FF1135.Superseded values are not recommended for survey control.
 FF1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1135.See file dsdata.txt to determine how the superseded data were derived.
 FF1135
 FF1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV494486(NAD 83)
 FF1135_MARKER: DB = BENCH MARK DISK
 FF1135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1135_SP_SET: BRIDGE
 FF1135_STAMPING: H 43 1935
 FF1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1135
 FF1135  HISTORY     - Date     Condition        Report By
 FF1135  HISTORY     - 1935     MONUMENTED       CGS
 FF1135
 FF1135                          STATION DESCRIPTION
 FF1135
 FF1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1135'0.8 MI E FROM PAROQUET.
 FF1135'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1135'THE STATION AT PAROQUET, INDEPENDENCE COUNTY, AT THE WEST END
 FF1135'OF BRIDGE 1515 OVER THE BLACK RIVER, IN THE TOP OF THE NORTH
 FF1135'CONCRETE WING WALL, AND 7.5 FEET NORTH OF THE CENTER LINE
 FF1135'OF THE TRACK.  A STANDARD DISK, STAMPED H 43 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0939 ***********************************************************************
 FF0939  DESIGNATION -  H 44
 FF0939  PID         -  FF0939
 FF0939  STATE/COUNTY-  AR/LAWRENCE
 FF0939  USGS QUAD   -  STRAWBERRY (1980)
 FF0939
 FF0939                         *CURRENT SURVEY CONTROL
 FF0939  ___________________________________________________________________
 FF0939* NAD 83(1986)-  35 57 55.     (N)    091 19 19.     (W)     SCALED    
 FF0939* NAVD 88     -        99.762  (meters)     327.30   (feet)  ADJUSTED  
 FF0939  ___________________________________________________________________
 FF0939  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FF0939  DYNAMIC HT  -          99.677 (meters)     327.02  (feet)  COMP
 FF0939  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 FF0939
 FF0939  VERT ORDER  -  SECOND    CLASS 0
 FF0939
 FF0939.The horizontal coordinates were scaled from a topographic map and have
 FF0939.an estimated accuracy of +/- 6 seconds.
 FF0939
 FF0939.The orthometric height was determined by differential leveling
 FF0939.and adjusted by the National Geodetic Survey in June 1991..
 FF0939
 FF0939.The geoid height was determined by GEOID03.
 FF0939
 FF0939.The dynamic height is computed by dividing the NAVD 88
 FF0939.geopotential number by the normal gravity value computed on the
 FF0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0939.degrees latitude (g = 980.6199 gals.).
 FF0939
 FF0939.The modeled gravity was interpolated from observed gravity values.
 FF0939
 FF0939;                    North         East    Units  Estimated Accuracy
 FF0939;SPC AR N     -   181,260.      461,160.      MT  (+/- 180 meters Scaled)
 FF0939
 FF0939                          SUPERSEDED SURVEY CONTROL
 FF0939
 FF0939  NGVD 29 (??/??/??)   99.672  (m)          327.01   (f) ADJUSTED    2 0
 FF0939
 FF0939.Superseded values are not recommended for survey control.
 FF0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0939.See file dsdata.txt to determine how the superseded data were derived.
 FF0939
 FF0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV513813(NAD 83)
 FF0939_MARKER: DB = BENCH MARK DISK
 FF0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0939_SP_SET: BUILDING
 FF0939_STAMPING: H 44 1935 327.007
 FF0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0939+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002
 FF0939
 FF0939  HISTORY     - Date     Condition        Report By
 FF0939  HISTORY     - 1935     MONUMENTED       CGS
 FF0939  HISTORY     - 1949     GOOD             CGS
 FF0939  HISTORY     - 1967     GOOD             CGS
 FF0939  HISTORY     - 20020925 GOOD             USACE
 FF0939
 FF0939                          STATION DESCRIPTION
 FF0939
 FF0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0939'AT STRAWBERRY.
 FF0939'AT STRAWBERRY, ABOUT 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 25
 FF0939'FROM THE POST OFFICE, IN THE EAST FACE OF THE PUBLIC SCHOOL
 FF0939'BUILDING, 29 FEET NORTHWEST OF THE SOUTH ENTRANCE, AND ABOUT 4
 FF0939'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED H 44 1935 AND SET
 FF0939'VERTICALLY.
 FF0939
 FF0939                          STATION RECOVERY (1967)
 FF0939
 FF0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FF0939'RECOVERED IN GOOD CONDITION.
 FF0939
 FF0939                          STATION RECOVERY (2002)
 FF0939
 FF0939'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0939'SCHOOL OFFICIAL STATED THAT THE SCHOOL BUILDING WOULD BE TORN DOWN IN
 FF0939'THE VERY NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1301 ***********************************************************************
 FG1301  DESIGNATION -  H 45
 FG1301  PID         -  FG1301
 FG1301  STATE/COUNTY-  AR/LOGAN
 FG1301  USGS QUAD   -  BRANCH (1993)
 FG1301
 FG1301                         *CURRENT SURVEY CONTROL
 FG1301  ___________________________________________________________________
 FG1301* NAD 83(1986)-  35 16 10.     (N)    093 54 16.     (W)     SCALED    
 FG1301* NAVD 88     -       121.276  (meters)     397.89   (feet)  ADJUSTED  
 FG1301  ___________________________________________________________________
 FG1301  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 FG1301  DYNAMIC HT  -         121.160 (meters)     397.51  (feet)  COMP
 FG1301  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 FG1301
 FG1301  VERT ORDER  -  SECOND    CLASS 0
 FG1301
 FG1301.The horizontal coordinates were scaled from a topographic map and have
 FG1301.an estimated accuracy of +/- 6 seconds.
 FG1301
 FG1301.The orthometric height was determined by differential leveling
 FG1301.and adjusted by the National Geodetic Survey in June 1991..
 FG1301
 FG1301.The geoid height was determined by GEOID03.
 FG1301
 FG1301.The dynamic height is computed by dividing the NAVD 88
 FG1301.geopotential number by the normal gravity value computed on the
 FG1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1301.degrees latitude (g = 980.6199 gals.).
 FG1301
 FG1301.The modeled gravity was interpolated from observed gravity values.
 FG1301
 FG1301;                    North         East    Units  Estimated Accuracy
 FG1301;SPC AR N     -   105,530.      226,740.      MT  (+/- 180 meters Scaled)
 FG1301
 FG1301                          SUPERSEDED SURVEY CONTROL
 FG1301
 FG1301  NGVD 29 (??/??/92)  121.212  (m)          397.68   (f) ADJ UNCH    2 0
 FG1301
 FG1301.Superseded values are not recommended for survey control.
 FG1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1301.See file dsdata.txt to determine how the superseded data were derived.
 FG1301
 FG1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV177032(NAD 83)
 FG1301_MARKER: DB = BENCH MARK DISK
 FG1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1301_STAMPING: H 45 1934
 FG1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1301+STABILITY: SURFACE MOTION
 FG1301
 FG1301  HISTORY     - Date     Condition        Report By
 FG1301  HISTORY     - 1934     MONUMENTED       CGS
 FG1301  HISTORY     - 1959     GOOD             NGS
 FG1301
 FG1301                          STATION DESCRIPTION
 FG1301
 FG1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1301'11.2 MI N FROM BOONEVILLE.
 FG1301'11.2 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE AT
 FG1301'BOONEVILLE, 0.2 MILE NORTHEAST OF THE FARMHOUSE OF W.C. QUICK, 0.2
 FG1301'MILE SOUTH OF A STEEL AND CONCRETE BRIDGE, 46.9 FEET EAST OF THE
 FG1301'CENTERLINE OF THE HIGHWAY, 32.7 FEET EAST OF THE CENTER OF THE
 FG1301'JUNCTION WITH A FARM ROAD, 3.7 FEET SOUTHEAST OF THE NORTHWEST FENCE
 FG1301'CORNER AND THE SOUTH END OF A GATE, 3.5 FEET SOUTH OF AN EAST-AND-WEST
 FG1301'FENCE, AND 2.9 FEET EAST OF A FENCE PARALLELING THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1279 ***********************************************************************
 FG1279  DESIGNATION -  H 46
 FG1279  PID         -  FG1279
 FG1279  STATE/COUNTY-  AR/LOGAN
 FG1279  USGS QUAD   -  BLUE MOUNTAIN (1966)
 FG1279
 FG1279                         *CURRENT SURVEY CONTROL
 FG1279  ___________________________________________________________________
 FG1279* NAD 83(1986)-  35 07 46.     (N)    093 42 41.     (W)     SCALED    
 FG1279* NAVD 88     -       154.207  (meters)     505.93   (feet)  ADJUSTED  
 FG1279  ___________________________________________________________________
 FG1279  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FG1279  DYNAMIC HT  -         154.054 (meters)     505.43  (feet)  COMP
 FG1279  MODELED GRAV-     979,644.3   (mgal)                       NAVD 88
 FG1279
 FG1279  VERT ORDER  -  SECOND    CLASS 0
 FG1279
 FG1279.The horizontal coordinates were scaled from a topographic map and have
 FG1279.an estimated accuracy of +/- 6 seconds.
 FG1279
 FG1279.The orthometric height was determined by differential leveling
 FG1279.and adjusted by the National Geodetic Survey in June 1991..
 FG1279
 FG1279.The geoid height was determined by GEOID03.
 FG1279
 FG1279.The dynamic height is computed by dividing the NAVD 88
 FG1279.geopotential number by the normal gravity value computed on the
 FG1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1279.degrees latitude (g = 980.6199 gals.).
 FG1279
 FG1279.The modeled gravity was interpolated from observed gravity values.
 FG1279
 FG1279;                    North         East    Units  Estimated Accuracy
 FG1279;SPC AR N     -    89,680.      244,030.      MT  (+/- 180 meters Scaled)
 FG1279
 FG1279                          SUPERSEDED SURVEY CONTROL
 FG1279
 FG1279  NGVD 29 (??/??/92)  154.141  (m)          505.71   (f) ADJ UNCH    2 0
 FG1279
 FG1279.Superseded values are not recommended for survey control.
 FG1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1279.See file dsdata.txt to determine how the superseded data were derived.
 FG1279
 FG1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU351876(NAD 83)
 FG1279_MARKER: DB = BENCH MARK DISK
 FG1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1279_SP_SET: CULVERT
 FG1279_STAMPING: H-46 1934
 FG1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1279
 FG1279  HISTORY     - Date     Condition        Report By
 FG1279  HISTORY     - 1934     MONUMENTED       CGS
 FG1279
 FG1279                          STATION DESCRIPTION
 FG1279
 FG1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1279'IN BLUE MOUNTAIN.
 FG1279'TABLET SET HORIZONTALLY ON WEST END OF SOUTH CONCRETE HEADWALL OF
 FG1279'RAILROAD CULVERT.  ABOUT 240 FEET WEST OF CHICAGO ROCK ISLAND AND
 FG1279'PACIFIC RY. STATION.  33.8 FEET SOUTHEAST OF CENTERLINE OF DIRT ROAD
 FG1279'AT RAILROAD CORSSING.  23.5 FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK
 FG1279'ISLAND AND PACIFIC R.R.  17.2 FEET EAST OF CENTERLINE OF DIRT ROAD.
 FG1279'2.5 FEET EAST OF WEST END OF HEADWALL.  0.8 FEET NORTH OF SOUTH EDGE
 FG1279'OF HEADWALL.  THE RR STATION HAS BEEN REMOVED FROM BLUE MT.  THE MARK
 FG1279'IS ACROSS THE ROAD FROM COMBINATION STORE AND POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0046 ***********************************************************************
 FG0046  DESIGNATION -  H 48
 FG0046  PID         -  FG0046
 FG0046  STATE/COUNTY-  AR/VAN BUREN
 FG0046  USGS QUAD   -  SHIRLEY (1981)
 FG0046
 FG0046                         *CURRENT SURVEY CONTROL
 FG0046  ___________________________________________________________________
 FG0046* NAD 83(1986)-  35 38 01.     (N)    092 21 38.     (W)     SCALED    
 FG0046* NAVD 88     -       199.750  (meters)     655.35   (feet)  ADJUSTED  
 FG0046  ___________________________________________________________________
 FG0046  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FG0046  DYNAMIC HT  -         199.568 (meters)     654.75  (feet)  COMP
 FG0046  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 FG0046
 FG0046  VERT ORDER  -  SECOND    CLASS 0
 FG0046
 FG0046.The horizontal coordinates were scaled from a topographic map and have
 FG0046.an estimated accuracy of +/- 6 seconds.
 FG0046
 FG0046.The orthometric height was determined by differential leveling
 FG0046.and adjusted by the National Geodetic Survey in June 1991..
 FG0046
 FG0046.The geoid height was determined by GEOID03.
 FG0046
 FG0046.The dynamic height is computed by dividing the NAVD 88
 FG0046.geopotential number by the normal gravity value computed on the
 FG0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0046.degrees latitude (g = 980.6199 gals.).
 FG0046
 FG0046.The modeled gravity was interpolated from observed gravity values.
 FG0046
 FG0046;                    North         East    Units  Estimated Accuracy
 FG0046;SPC AR N     -   144,320.      367,340.      MT  (+/- 180 meters Scaled)
 FG0046
 FG0046                          SUPERSEDED SURVEY CONTROL
 FG0046
 FG0046  NGVD 29 (??/??/92)  199.653  (m)          655.03   (f) ADJ UNCH    2 0
 FG0046
 FG0046.Superseded values are not recommended for survey control.
 FG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0046.See file dsdata.txt to determine how the superseded data were derived.
 FG0046
 FG0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV578435(NAD 83)
 FG0046_MARKER: DB = BENCH MARK DISK
 FG0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0046_STAMPING: H-48 1934
 FG0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0046+STABILITY: SURFACE MOTION
 FG0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0046+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2005
 FG0046
 FG0046  HISTORY     - Date     Condition        Report By
 FG0046  HISTORY     - 1934     MONUMENTED       CGS
 FG0046  HISTORY     - 1941     GOOD             ARHD
 FG0046  HISTORY     - 20050104 GOOD             INDIV
 FG0046
 FG0046                          STATION DESCRIPTION
 FG0046
 FG0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0046'3.5 MI W FROM SHIRLEY.
 FG0046'39 FEET SOUTHWEST OF SOUTHEAST END OF CONCRETE CULVERT UNDER HIGHWAY
 FG0046'NO. 9.  31.8 FEET SOUTHEAST OF CENTERLINE OF ST. HWY. NO. 9.  15.8
 FG0046'FEET SOUTHEAST OF NORTH CORNER OF FIELD FENCE. 1.7 FT. NORTHEAST OF
 FG0046'FENCE RUNNING NORTHWEST AND SOUTHEAST. TABLET SET IN PRECAST CONCRETE
 FG0046'POST.
 FG0046
 FG0046                          STATION RECOVERY (1941)
 FG0046
 FG0046'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1941
 FG0046'RECOVERED IN GOOD CONDITION.
 FG0046
 FG0046                          STATION RECOVERY (2005)
 FG0046
 FG0046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DMR)
 FG0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0351 ***********************************************************************
 FG0351  DESIGNATION -  H 49
 FG0351  PID         -  FG0351
 FG0351  STATE/COUNTY-  AR/CONWAY
 FG0351  USGS QUAD   -  MORRILTON EAST (1990)
 FG0351
 FG0351                         *CURRENT SURVEY CONTROL
 FG0351  ___________________________________________________________________
 FG0351* NAD 83(1986)-  35 14 45.     (N)    092 43 59.     (W)     SCALED    
 FG0351* NAVD 88     -       108.792  (meters)     356.93   (feet)  ADJUSTED  
 FG0351  ___________________________________________________________________
 FG0351  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FG0351  DYNAMIC HT  -         108.689 (meters)     356.59  (feet)  COMP
 FG0351  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FG0351
 FG0351  VERT ORDER  -  SECOND    CLASS 0
 FG0351
 FG0351.The horizontal coordinates were scaled from a topographic map and have
 FG0351.an estimated accuracy of +/- 6 seconds.
 FG0351
 FG0351.The orthometric height was determined by differential leveling
 FG0351.and adjusted by the National Geodetic Survey in June 1991..
 FG0351
 FG0351.The geoid height was determined by GEOID03.
 FG0351
 FG0351.The dynamic height is computed by dividing the NAVD 88
 FG0351.geopotential number by the normal gravity value computed on the
 FG0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0351.degrees latitude (g = 980.6199 gals.).
 FG0351
 FG0351.The modeled gravity was interpolated from observed gravity values.
 FG0351
 FG0351;                    North         East    Units  Estimated Accuracy
 FG0351;SPC AR N     -   101,480.      333,290.      MT  (+/- 180 meters Scaled)
 FG0351
 FG0351                          SUPERSEDED SURVEY CONTROL
 FG0351
 FG0351  NGVD 29 (??/??/92)  108.804  (m)          356.97   (f) ADJ UNCH    2 0
 FG0351
 FG0351.Superseded values are not recommended for survey control.
 FG0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0351.See file dsdata.txt to determine how the superseded data were derived.
 FG0351
 FG0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV242003(NAD 83)
 FG0351_MARKER: DB = BENCH MARK DISK
 FG0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0351_STAMPING: H 49 1934
 FG0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0351+STABILITY: SURFACE MOTION
 FG0351
 FG0351  HISTORY     - Date     Condition        Report By
 FG0351  HISTORY     - 1934     MONUMENTED       CGS
 FG0351  HISTORY     - 1959     GOOD             NGS
 FG0351  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0351
 FG0351                          STATION DESCRIPTION
 FG0351
 FG0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0351'6.9 MI N FROM MORRILTON.
 FG0351'MORRILTON, 6.9 MI. N. OF ALONG STATE HWY. 95 FROM JCT. WITH U.S. HWY
 FG0351'64.  T. 7 N., R. 16 W.  NEAR SW COR. OF FRONT YARD OF A FARM HOUSE. 15
 FG0351'FT. N. AND 42.5 FT. E. OF T. RD. E.  IN A CONC. POST.  A STD. USC AND
 FG0351'GS TABLET STAMPED H 49 1934.
 FG0351
 FG0351                          STATION RECOVERY (1984)
 FG0351
 FG0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0165 ***********************************************************************
 FF0165  DESIGNATION -  H 5
 FF0165  PID         -  FF0165
 FF0165  STATE/COUNTY-  AR/CRITTENDEN
 FF0165  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0165
 FF0165                         *CURRENT SURVEY CONTROL
 FF0165  ___________________________________________________________________
 FF0165* NAD 83(1986)-  35 08 53.     (N)    090 05 47.     (W)     SCALED    
 FF0165* NAVD 88     -        69.717  (meters)     228.73   (feet)  ADJUSTED  
 FF0165  ___________________________________________________________________
 FF0165  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0165  DYNAMIC HT  -          69.654 (meters)     228.52  (feet)  COMP
 FF0165  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 FF0165
 FF0165  VERT ORDER  -  FIRST     CLASS I
 FF0165
 FF0165.The horizontal coordinates were scaled from a topographic map and have
 FF0165.an estimated accuracy of +/- 6 seconds.
 FF0165
 FF0165.The orthometric height was determined by differential leveling
 FF0165.and adjusted by the National Geodetic Survey in June 1991..
 FF0165.WARNING-Repeat measurements at this control monument indicate possible
 FF0165.vertical movement.
 FF0165
 FF0165.The geoid height was determined by GEOID03.
 FF0165
 FF0165.The dynamic height is computed by dividing the NAVD 88
 FF0165.geopotential number by the normal gravity value computed on the
 FF0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0165.degrees latitude (g = 980.6199 gals.).
 FF0165
 FF0165.The modeled gravity was interpolated from observed gravity values.
 FF0165
 FF0165;                    North         East    Units  Estimated Accuracy
 FF0165;SPC AR N     -    92,060.      573,450.      MT  (+/- 180 meters Scaled)
 FF0165
 FF0165                          SUPERSEDED SURVEY CONTROL
 FF0165
 FF0165  NGVD 29 (??/??/??)   69.702  (m)          228.68   (f) ADJUSTED    1 1
 FF0165
 FF0165.Superseded values are not recommended for survey control.
 FF0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0165.See file dsdata.txt to determine how the superseded data were derived.
 FF0165
 FF0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU645933(NAD 83)
 FF0165_MARKER: DB = BENCH MARK DISK
 FF0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0165_STAMPING: 229.147 H 5 1928
 FF0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0165+STABILITY: SURFACE MOTION
 FF0165
 FF0165  HISTORY     - Date     Condition        Report By
 FF0165  HISTORY     - 1928     MONUMENTED       CGS
 FF0165  HISTORY     - 1956     GOOD             CGS
 FF0165  HISTORY     - 1975     GOOD             NGS
 FF0165  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0165
 FF0165                          STATION DESCRIPTION
 FF0165
 FF0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0165'0.4 MI NW FROM BRIDGE JUNCTION.
 FF0165'0.4 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0165'FROM THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD AT BRIDGE
 FF0165'JUNCTION, AT THE CROSSING OF AN ABANDONED NORTHEAST-SOUTHWEST
 FF0165'RAILROAD FILL, 88 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST
 FF0165'TRACK, 27 FEET NORTHEAST OF THE SECOND POLE NORTHWEST OF MILE
 FF0165'POLE 481, ON TOP AND NEAR THE CENTER OF ABANDONED FILL, ABOUT
 FF0165'6 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0165'POST PROJECTING 3 INCHES.  NOTE-- THIS BENCH MARK WAS REPORTED
 FF0165'RECOVERED AS DESCRIBED IN 1957.
 FF0165
 FF0165                          STATION RECOVERY (1975)
 FF0165
 FF0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FF0165'RECOVERED IN GOOD CONDITION.
 FF0165
 FF0165                          STATION RECOVERY (1992)
 FF0165
 FF0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0165'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0062 ***********************************************************************
 FH0062  DESIGNATION -  H 50
 FH0062  PID         -  FH0062
 FH0062  STATE/COUNTY-  AR/WASHINGTON
 FH0062  USGS QUAD   -  LINCOLN (1970)
 FH0062
 FH0062                         *CURRENT SURVEY CONTROL
 FH0062  ___________________________________________________________________
 FH0062* NAD 83(1986)-  35 58 40.     (N)    094 23 30.     (W)     SCALED    
 FH0062* NAVD 88     -       415.417  (meters)    1362.91   (feet)  ADJUSTED  
 FH0062  ___________________________________________________________________
 FH0062  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FH0062  DYNAMIC HT  -         415.042 (meters)    1361.68  (feet)  COMP
 FH0062  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 FH0062
 FH0062  VERT ORDER  -  SECOND    CLASS 0
 FH0062
 FH0062.The horizontal coordinates were scaled from a topographic map and have
 FH0062.an estimated accuracy of +/- 6 seconds.
 FH0062
 FH0062.The orthometric height was determined by differential leveling
 FH0062.and adjusted by the National Geodetic Survey in June 1991..
 FH0062
 FH0062.The geoid height was determined by GEOID03.
 FH0062
 FH0062.The dynamic height is computed by dividing the NAVD 88
 FH0062.geopotential number by the normal gravity value computed on the
 FH0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0062.degrees latitude (g = 980.6199 gals.).
 FH0062
 FH0062.The modeled gravity was interpolated from observed gravity values.
 FH0062
 FH0062;                    North         East    Units  Estimated Accuracy
 FH0062;SPC AR N     -   185,060.      184,330.      MT  (+/- 180 meters Scaled)
 FH0062
 FH0062                          SUPERSEDED SURVEY CONTROL
 FH0062
 FH0062  NGVD 29 (??/??/92)  415.247  (m)         1362.36   (f) ADJ UNCH    2 0
 FH0062
 FH0062.Superseded values are not recommended for survey control.
 FH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0062.See file dsdata.txt to determine how the superseded data were derived.
 FH0062
 FH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV745823(NAD 83)
 FH0062_MARKER: DB = BENCH MARK DISK
 FH0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0062_SP_SET: SANDSTONE SHELF
 FH0062_STAMPING: H 50 1934
 FH0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0062
 FH0062  HISTORY     - Date     Condition        Report By
 FH0062  HISTORY     - 1934     MONUMENTED       CGS
 FH0062  HISTORY     - 1961     MARK NOT FOUND   NGS
 FH0062
 FH0062                          STATION DESCRIPTION
 FH0062
 FH0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FH0062'3.3 MI NE FROM LINCOLN.
 FH0062'3.3 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0062'FROM THE STATION AT LINCOLN, 310 FEET SOUTH OF MILEPOST 370,
 FH0062'50 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, IN THE TOP
 FH0062'OF A SANDSTONE SHELF, 23 FEET NORTHWEST OF THE SOUTHEAST END
 FH0062'OF THE SANDSTONE OUTCROPPING, 1.2 FEET SOUTH OF THE NORTH CORNER
 FH0062'OF THE SANDSTONE SHELF, AND 12 FEET HIGHER THAN THE TRACK.  A
 FH0062'STANDARD DISK, STAMPED H 50 1934.  NOTE-- THE RAILROAD AND THE
 FH0062'MILEPOSTS HAVE BEEN REMOVED AND IT WAS DIFFICULT TO DETERMINE
 FH0062'THE DESCRIBED LOCATION OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1966 ***********************************************************************
 FG1966  DESIGNATION -  H 51 RESET
 FG1966  PID         -  FG1966
 FG1966  STATE/COUNTY-  AR/MADISON
 FG1966  USGS QUAD   -  WITTER (1973)
 FG1966
 FG1966                         *CURRENT SURVEY CONTROL
 FG1966  ___________________________________________________________________
 FG1966* NAD 83(1986)-  35 59 42.     (N)    093 42 08.     (W)     SCALED    
 FG1966* NAVD 88     -       418.52   (meters)    1373.1    (feet)  RESET     
 FG1966  ___________________________________________________________________
 FG1966  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG1966
 FG1966  VERT ORDER  -  THIRD
 FG1966
 FG1966.The horizontal coordinates were scaled from a topographic map and have
 FG1966.an estimated accuracy of +/- 6 seconds.
 FG1966
 FG1966.The orthometric height was computed from unverified reset data.
 FG1966
 FG1966.The geoid height was determined by GEOID03.
 FG1966
 FG1966;                    North         East    Units  Estimated Accuracy
 FG1966;SPC AR N     -   185,680.      246,530.      MT  (+/- 180 meters Scaled)
 FG1966
 FG1966                          SUPERSEDED SURVEY CONTROL
 FG1966
 FG1966  NGVD 29 (08/21/02)  418.39   (m)         1372.7    (f) RESET       3  
 FG1966
 FG1966.Superseded values are not recommended for survey control.
 FG1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1966.See file dsdata.txt to determine how the superseded data were derived.
 FG1966
 FG1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV367836(NAD 83)
 FG1966_MARKER: DV = VERTICAL CONTROL DISK
 FG1966_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FG1966_SP_SET: PARAPET WALL
 FG1966_STAMPING: H 51 RESET 1992
 FG1966_MARK LOGO: NGS   
 FG1966_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1966+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 FG1966
 FG1966  HISTORY     - Date     Condition        Report By
 FG1966  HISTORY     - 1992     MONUMENTED       ARHD
 FG1966  HISTORY     - 20050320 GOOD             GEOCAC
 FG1966
 FG1966                          STATION DESCRIPTION
 FG1966
 FG1966'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1992
 FG1966'4.2 MILES (6.8 KM) NORTH ALONG STATE HIGHWAY 23 FROM THE SCHOOL IN
 FG1966'WITTER, 700 FEET (213.4 M) SOUTHWEST OF THE POST OFFICE IN AURORA, AT
 FG1966'THE BRIDGE OVER HENDERSON CREEK, IN THE SOUTHWEST CORNER OF THE
 FG1966'BRIDGE OVER HENDERSON CREEK AND 19 FEET (5.8 M) SOUTH OF THE
 FG1966'CENTERLINE OF HIGHWAY 23, NEW MARK IS SET 16 FEET (4.9 M) EAST AND 13
 FG1966'FEET (4.0 M) SOUTH FROM THE OLD DISC.
 FG1966
 FG1966                          STATION RECOVERY (2005)
 FG1966
 FG1966'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1966'ON SIDE OF BRIDGE AS DESCRIBED.  HOWEVER, THE POST OFFICE IN AURORA
 FG1966'(WHICH IS MENTIONED IN THE DESCRIPTION) NO LONGER EXISTS AS A WORKING
 FG1966'BUILDING.  ONE CAN OBSERVE THE JUNCTION OF ARKANSAS HIGHWAY 23 AND 127
 FG1966'A LITTLE NORTH OF THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0810 ***********************************************************************
 FG0810  DESIGNATION -  H 53
 FG0810  PID         -  FG0810
 FG0810  STATE/COUNTY-  AR/NEWTON
 FG0810  USGS QUAD   -  BOSTON (1973)
 FG0810
 FG0810                         *CURRENT SURVEY CONTROL
 FG0810  ___________________________________________________________________
 FG0810* NAD 83(1986)-  35 47 07.     (N)    093 30 07.     (W)     SCALED    
 FG0810* NAVD 88     -       729.781  (meters)    2394.29   (feet)  ADJUSTED  
 FG0810  ___________________________________________________________________
 FG0810  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG0810  DYNAMIC HT  -         729.066 (meters)    2391.94  (feet)  COMP
 FG0810  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 FG0810
 FG0810  VERT ORDER  -  SECOND    CLASS 0
 FG0810
 FG0810.The horizontal coordinates were scaled from a topographic map and have
 FG0810.an estimated accuracy of +/- 6 seconds.
 FG0810
 FG0810.The orthometric height was determined by differential leveling
 FG0810.and adjusted by the National Geodetic Survey in June 1991..
 FG0810
 FG0810.The geoid height was determined by GEOID03.
 FG0810
 FG0810.The dynamic height is computed by dividing the NAVD 88
 FG0810.geopotential number by the normal gravity value computed on the
 FG0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0810.degrees latitude (g = 980.6199 gals.).
 FG0810
 FG0810.The modeled gravity was interpolated from observed gravity values.
 FG0810
 FG0810;                    North         East    Units  Estimated Accuracy
 FG0810;SPC AR N     -   162,120.      264,230.      MT  (+/- 180 meters Scaled)
 FG0810
 FG0810                          SUPERSEDED SURVEY CONTROL
 FG0810
 FG0810  NGVD 29 (??/??/92)  729.695  (m)         2394.01   (f) ADJ UNCH    2 0
 FG0810
 FG0810.Superseded values are not recommended for survey control.
 FG0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0810.See file dsdata.txt to determine how the superseded data were derived.
 FG0810
 FG0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV546602(NAD 83)
 FG0810_MARKER: DB = BENCH MARK DISK
 FG0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0810_STAMPING: H 53 1934
 FG0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0810+STABILITY: SURFACE MOTION
 FG0810
 FG0810  HISTORY     - Date     Condition        Report By
 FG0810  HISTORY     - 1934     MONUMENTED       CGS
 FG0810  HISTORY     - 1935     GOOD             NGS
 FG0810
 FG0810                          STATION DESCRIPTION
 FG0810
 FG0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0810'1.5 MI NW FROM FALLSVILLE.
 FG0810'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE THOMAS PATTON
 FG0810'STORE AT FALLSVILLE, 700 FEET SOUTH OF AN ABANDONED FARMHOUSE AND
 FG0810'BARN, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 28 FEET WEST OF
 FG0810'THE CENTERLINE OF THE HIGHWAY, 3.5 FEET WEST OF THE NORTHEAST CORNER
 FG0810'OF A FENCE, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 FG0810'DISK, STAMPED H 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0811 ***********************************************************************
 FG0811  DESIGNATION -  H 53 RESET
 FG0811  PID         -  FG0811
 FG0811  STATE/COUNTY-  AR/NEWTON
 FG0811  USGS QUAD   -  BOSTON (1973)
 FG0811
 FG0811                         *CURRENT SURVEY CONTROL
 FG0811  ___________________________________________________________________
 FG0811* NAD 83(1986)-  35 47 07.     (N)    093 30 07.     (W)     SCALED    
 FG0811* NAVD 88     -       730.64   (meters)    2397.1    (feet)  RESET     
 FG0811  ___________________________________________________________________
 FG0811  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG0811
 FG0811  VERT ORDER  -  THIRD
 FG0811
 FG0811.The horizontal coordinates were scaled from a topographic map and have
 FG0811.an estimated accuracy of +/- 6 seconds.
 FG0811
 FG0811.The orthometric height was computed from unverified reset data.
 FG0811
 FG0811.The geoid height was determined by GEOID03.
 FG0811
 FG0811;                    North         East    Units  Estimated Accuracy
 FG0811;SPC AR N     -   162,120.      264,230.      MT  (+/- 180 meters Scaled)
 FG0811
 FG0811                          SUPERSEDED SURVEY CONTROL
 FG0811
 FG0811.No superseded survey control is available for this station.
 FG0811
 FG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV546602(NAD 83)
 FG0811_MARKER: DB = BENCH MARK DISK
 FG0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0811_STAMPING: H 53 RESET 1963
 FG0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0811+STABILITY: SURFACE MOTION
 FG0811
 FG0811  HISTORY     - Date     Condition        Report By
 FG0811  HISTORY     - 1963     MONUMENTED       CGS
 FG0811
 FG0811                          STATION DESCRIPTION
 FG0811
 FG0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FG0811'3.0 MI NW FROM FALLSVILLE.
 FG0811'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF STATE
 FG0811'HIGHWAYS 16 AND 21 AT THE POST OFFICE AT FALLSVILLE, 51 FEET WEST OF
 FG0811'THE CENTERLINE OF THE HIGHWAY, 27 FEET NORTH OF THE NORTHEAST CORNER
 FG0811'OF A CLEARED FIELD, 12 FEET NORTH OF AN 8-INCH TRIANGLE-BLAZED HICKORY
 FG0811'TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1223 ***********************************************************************
 EH1223  DESIGNATION -  H 55
 EH1223  PID         -  EH1223
 EH1223  STATE/COUNTY-  AR/MONROE
 EH1223  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1223
 EH1223                         *CURRENT SURVEY CONTROL
 EH1223  ___________________________________________________________________
 EH1223* NAD 83(1986)-  34 46 52.     (N)    091 15 02.     (W)     SCALED    
 EH1223* NAVD 88     -        55.385  (meters)     181.71   (feet)  ADJUSTED  
 EH1223  ___________________________________________________________________
 EH1223  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1223  DYNAMIC HT  -          55.334 (meters)     181.54  (feet)  COMP
 EH1223  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 EH1223
 EH1223  VERT ORDER  -  SECOND    CLASS 0
 EH1223
 EH1223.The horizontal coordinates were scaled from a topographic map and have
 EH1223.an estimated accuracy of +/- 6 seconds.
 EH1223
 EH1223.The orthometric height was determined by differential leveling
 EH1223.and adjusted by the National Geodetic Survey in June 1991..
 EH1223
 EH1223.The geoid height was determined by GEOID03.
 EH1223
 EH1223.The dynamic height is computed by dividing the NAVD 88
 EH1223.geopotential number by the normal gravity value computed on the
 EH1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1223.degrees latitude (g = 980.6199 gals.).
 EH1223
 EH1223.The modeled gravity was interpolated from observed gravity values.
 EH1223
 EH1223;                    North         East    Units  Estimated Accuracy
 EH1223;SPC AR S     -   634,780.      468,600.      MT  (+/- 180 meters Scaled)
 EH1223
 EH1223                          SUPERSEDED SURVEY CONTROL
 EH1223
 EH1223  NGVD 29 (??/??/??)   55.347  (m)          181.58   (f) ADJUSTED    2 0
 EH1223
 EH1223.Superseded values are not recommended for survey control.
 EH1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1223.See file dsdata.txt to determine how the superseded data were derived.
 EH1223
 EH1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU600501(NAD 83)
 EH1223_MARKER: DB = BENCH MARK DISK
 EH1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1223_STAMPING: H-55 1935
 EH1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1223+STABILITY: SURFACE MOTION
 EH1223
 EH1223  HISTORY     - Date     Condition        Report By
 EH1223  HISTORY     - 1935     MONUMENTED       CGS
 EH1223  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1223
 EH1223                          STATION DESCRIPTION
 EH1223
 EH1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1223'IN KEEVIL.
 EH1223'ABOUT 465 FEET SOUTH OF SOUTH END OF ST. LOUIS SOUTHWESTERN RY.
 EH1223'STATION.  ABOUT 130 FEET SOUTHWEST OF M.P. 207-5.  75 FEET NORTH OF
 EH1223'CENTERLINE OF ST. HWY. NO. 17.  41.5 FEET WEST OF CENTERLINE OF ST.
 EH1223'LOUIS SOUTHWESTERN RY.  5.5 FEET NORTH OF TELEGRAPH POLE.  TABLET SET
 EH1223'AT INTERSECTION OF RAILWAY AND HIGHWAY.  SET IN PRECAST CONCRETE POST.
 EH1223'NOTE-- THE TRACK HAS BEEN RAISED AND THE ROAD PARELLELING THE TRACK
 EH1223'REBUILT.
 EH1223
 EH1223                          STATION RECOVERY (1955)
 EH1223
 EH1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0639 ***********************************************************************
 EH0639  DESIGNATION -  H 56
 EH0639  PID         -  EH0639
 EH0639  STATE/COUNTY-  AR/PHILLIPS
 EH0639  USGS QUAD   -  WATKINS CORNER (1982)
 EH0639
 EH0639                         *CURRENT SURVEY CONTROL
 EH0639  ___________________________________________________________________
 EH0639* NAD 83(1986)-  34 28 06.     (N)    090 58 25.     (W)     SCALED    
 EH0639* NAVD 88     -        52.895  (meters)     173.54   (feet)  ADJUSTED  
 EH0639  ___________________________________________________________________
 EH0639  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0639  DYNAMIC HT  -          52.844 (meters)     173.37  (feet)  COMP
 EH0639  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 EH0639
 EH0639  VERT ORDER  -  SECOND    CLASS 0
 EH0639
 EH0639.The horizontal coordinates were scaled from a topographic map and have
 EH0639.an estimated accuracy of +/- 6 seconds.
 EH0639
 EH0639.The orthometric height was determined by differential leveling
 EH0639.and adjusted by the National Geodetic Survey in August 1993..
 EH0639
 EH0639.The geoid height was determined by GEOID03.
 EH0639
 EH0639.The dynamic height is computed by dividing the NAVD 88
 EH0639.geopotential number by the normal gravity value computed on the
 EH0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0639.degrees latitude (g = 980.6199 gals.).
 EH0639
 EH0639.The modeled gravity was interpolated from observed gravity values.
 EH0639
 EH0639;                    North         East    Units  Estimated Accuracy
 EH0639;SPC AR S     -   600,300.      494,290.      MT  (+/- 180 meters Scaled)
 EH0639
 EH0639                          SUPERSEDED SURVEY CONTROL
 EH0639
 EH0639  NAVD 88 (06/15/91)   52.888  (m)          173.52   (f) UNKNOWN     2 0
 EH0639  NGVD 29 (??/??/??)   52.926  (m)          173.64   (f) ADJUSTED    2 0
 EH0639
 EH0639.Superseded values are not recommended for survey control.
 EH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0639.See file dsdata.txt to determine how the superseded data were derived.
 EH0639
 EH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU861159(NAD 83)
 EH0639_MARKER: DB = BENCH MARK DISK
 EH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0639_STAMPING: H 56 1935
 EH0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0639+STABILITY: SURFACE MOTION
 EH0639
 EH0639  HISTORY     - Date     Condition        Report By
 EH0639  HISTORY     - 1935     MONUMENTED       CGS
 EH0639  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH0639  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0639
 EH0639                          STATION DESCRIPTION
 EH0639
 EH0639'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH0639'2.5 MI W FROM CYPERT.
 EH0639'2.5 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JOHN L. TURNER STORE AT
 EH0639'CYPERT, PHILLIPS COUNTY, 1.0 MILE WEST OF A SHARP CURVE, 0.3 MILE EAST
 EH0639'OF THE B. A. ANDERSON SERVICE STATION, 53 YARDS EAST OF A CONCRETE
 EH0639'CULVERT, 19 FEET WEST OF THE CENTER OF A NORTH-AND-SOUTH DIRT-ROAD
 EH0639'CROSSING, 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 12 FEET
 EH0639'EAST OF A 1 1/2 FOOT SWEET GUM TREE.  A STANDARD DISK, STAMPED H 56
 EH0639'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EH0639
 EH0639                          STATION RECOVERY (1976)
 EH0639
 EH0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1356 ***********************************************************************
 EH1356  DESIGNATION -  H 57
 EH1356  PID         -  EH1356
 EH1356  STATE/COUNTY-  AR/ARKANSAS
 EH1356  USGS QUAD   -  DE WITT SW (1968)
 EH1356
 EH1356                         *CURRENT SURVEY CONTROL
 EH1356  ___________________________________________________________________
 EH1356* NAD 83(1986)-  34 20 47.     (N)    091 24 36.     (W)     SCALED    
 EH1356* NAVD 88     -        61.144  (meters)     200.60   (feet)  ADJUSTED  
 EH1356  ___________________________________________________________________
 EH1356  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH1356  DYNAMIC HT  -          61.084 (meters)     200.41  (feet)  COMP
 EH1356  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 EH1356
 EH1356  VERT ORDER  -  FIRST     CLASS II
 EH1356
 EH1356.The horizontal coordinates were scaled from a topographic map and have
 EH1356.an estimated accuracy of +/- 6 seconds.
 EH1356
 EH1356.The orthometric height was determined by differential leveling
 EH1356.and adjusted by the National Geodetic Survey in August 1993..
 EH1356.WARNING-Repeat measurements at this control monument indicate possible
 EH1356.vertical movement.
 EH1356
 EH1356.The geoid height was determined by GEOID03.
 EH1356
 EH1356.The dynamic height is computed by dividing the NAVD 88
 EH1356.geopotential number by the normal gravity value computed on the
 EH1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1356.degrees latitude (g = 980.6199 gals.).
 EH1356
 EH1356.The modeled gravity was interpolated from observed gravity values.
 EH1356
 EH1356;                    North         East    Units  Estimated Accuracy
 EH1356;SPC AR S     -   586,460.      454,280.      MT  (+/- 180 meters Scaled)
 EH1356
 EH1356                          SUPERSEDED SURVEY CONTROL
 EH1356
 EH1356  NAVD 88 (06/15/91)   61.203  (m)          200.80   (f) UNKNOWN     1 2
 EH1356  NGVD 29 (??/??/??)   61.211  (m)          200.82   (f) ADJUSTED    1 2
 EH1356
 EH1356.Superseded values are not recommended for survey control.
 EH1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1356.See file dsdata.txt to determine how the superseded data were derived.
 EH1356
 EH1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462017(NAD 83)
 EH1356_MARKER: DB = BENCH MARK DISK
 EH1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1356_STAMPING: H-57 1935
 EH1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1356+STABILITY: SURFACE MOTION
 EH1356
 EH1356  HISTORY     - Date     Condition        Report By
 EH1356  HISTORY     - 1935     MONUMENTED       CGS
 EH1356  HISTORY     - 1954     GOOD             CGS
 EH1356  HISTORY     - 20030521 MARK NOT FOUND   USACE
 EH1356
 EH1356                          STATION DESCRIPTION
 EH1356
 EH1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1356'4.1 MI S FROM ALMYRA.
 EH1356'4.1 MILES OF, ALONG ST. L. SOUTHWESTERN RY. FROM STATION.  ABOUT .8
 EH1356'MILE NORTH OF OLENA SIDING.  ABOUT 875 FEET NORTH OF M.P. 249. ABOUT
 EH1356'400 FEET SOUTHWEST OF IRRIGATION PUMP HOUSE.  49 FEET WEST OF
 EH1356'CENTERLINE OF ST. LOUIS SOUTHWESTERN RY.  16.5 FEET SOUTHWEST OF FIFTH
 EH1356'TELEGRAPH POLE NORTH OF M.P. 249.  7.5 FT. SOUTH OF NORTHEAST CORNER
 EH1356'OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1356
 EH1356                          STATION RECOVERY (1954)
 EH1356
 EH1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1356'RECOVERED IN GOOD CONDITION.
 EH1356
 EH1356                          STATION RECOVERY (2003)
 EH1356
 EH1356'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0033 ***********************************************************************
 EK0033  DESIGNATION -  H 58
 EK0033  PID         -  EK0033
 EK0033  STATE/COUNTY-  AR/POLK
 EK0033  USGS QUAD   -  ACORN (1975)
 EK0033
 EK0033                         *CURRENT SURVEY CONTROL
 EK0033  ___________________________________________________________________
 EK0033* NAD 83(1986)-  34 39 16.     (N)    094 14 12.     (W)     SCALED    
 EK0033* NAVD 88     -       367.493  (meters)    1205.68   (feet)  ADJUSTED  
 EK0033  ___________________________________________________________________
 EK0033  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 EK0033  DYNAMIC HT  -         367.093 (meters)    1204.37  (feet)  COMP
 EK0033  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 EK0033
 EK0033  VERT ORDER  -  FIRST     CLASS II
 EK0033
 EK0033.The horizontal coordinates were scaled from a topographic map and have
 EK0033.an estimated accuracy of +/- 6 seconds.
 EK0033
 EK0033.The orthometric height was determined by differential leveling
 EK0033.and adjusted by the National Geodetic Survey in June 1991..
 EK0033
 EK0033.The geoid height was determined by GEOID03.
 EK0033
 EK0033.The dynamic height is computed by dividing the NAVD 88
 EK0033.geopotential number by the normal gravity value computed on the
 EK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0033.degrees latitude (g = 980.6199 gals.).
 EK0033
 EK0033.The modeled gravity was interpolated from observed gravity values.
 EK0033
 EK0033;                    North         East    Units  Estimated Accuracy
 EK0033;SPC AR S     -   622,710.      194,990.      MT  (+/- 180 meters Scaled)
 EK0033
 EK0033                          SUPERSEDED SURVEY CONTROL
 EK0033
 EK0033  NGVD 29 (??/??/92)  367.383  (m)         1205.32   (f) ADJ UNCH    1 2
 EK0033
 EK0033.Superseded values are not recommended for survey control.
 EK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0033.See file dsdata.txt to determine how the superseded data were derived.
 EK0033
 EK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU866354(NAD 83)
 EK0033_MARKER: DB = BENCH MARK DISK
 EK0033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0033_STAMPING: H-58 1934
 EK0033_MARK LOGO: CGS   
 EK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0033+STABILITY: SURFACE MOTION
 EK0033
 EK0033  HISTORY     - Date     Condition        Report By
 EK0033  HISTORY     - 1934     MONUMENTED       CGS
 EK0033  HISTORY     - 1961     GOOD             NGS
 EK0033  HISTORY     - 1985     GOOD             NGS
 EK0033  HISTORY     - 1987     GOOD             USPSQD
 EK0033  HISTORY     - 1988     GOOD             USPSQD
 EK0033  HISTORY     - 1989     GOOD             USPSQD
 EK0033  HISTORY     - 1990     GOOD             USPSQD
 EK0033
 EK0033                          STATION DESCRIPTION
 EK0033
 EK0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0033'1.3 MI NW FROM ACORN.
 EK0033'BRONZE TABLET IN NORTH END OF WEST HEADWALL OF U.S. HWY. 270
 EK0033'CONCRETE CULVERT 1-13.50, 35 FEET WEST OF CENTERLINE OF U.S.
 EK0033'HWY. 270, 30 FEET SOUTHWEST OF CENTERLINE OF KANSAS CITY SOUTHERN
 EK0033'R.R. TRACK.
 EK0033
 EK0033                          STATION RECOVERY (1961)
 EK0033
 EK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0033'RECOVERED IN GOOD CONDITION.
 EK0033
 EK0033                          STATION RECOVERY (1985)
 EK0033
 EK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0033'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS. 4.3 KM
 EK0033'(2.65 MI) WEST ALONG U.S. HIGHWAY 270 FROM THE JUNCTION OF U.S.
 EK0033'HIGHWAY 71 IN ACORN, TO A POWERLINE CROSSING, THENCE 76.2 METERS
 EK0033'(250.0 FT) NORTH ALONG A BIKE TRAIL, SET AT THE NORTH END OF A SMALL
 EK0033'BRIDGE IN THE NORTHWEST HEADWALL, AT A RAILROAD CROSSING, 9.11 METERS
 EK0033'(29.9 FT) SOUTH OF THE SOUTH RAIL OF THE TRACKS, 5.97 METERS (19.6 FT)
 EK0033'SOUTHEAST OF THE SOUTHEAST CORNER OF A SEMAPHORE CONCRETE BASE, AND
 EK0033'0.21 METERS (0.7 FT) SOUTH OF THE NORTH END OF THE WEST HEADWALL.
 EK0033'THE MARK IS 0.31 M ABOVE BIKE TRAIL.
 EK0033
 EK0033                          STATION RECOVERY (1987)
 EK0033
 EK0033'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0033'RECOVERED IN GOOD CONDITION.
 EK0033
 EK0033                          STATION RECOVERY (1988)
 EK0033
 EK0033'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0033'RECOVERED IN GOOD CONDITION.
 EK0033
 EK0033                          STATION RECOVERY (1989)
 EK0033
 EK0033'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0033'RECOVERED IN GOOD CONDITION.
 EK0033
 EK0033                          STATION RECOVERY (1990)
 EK0033
 EK0033'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1314 ***********************************************************************
 EJ1314  DESIGNATION -  H 59
 EJ1314  PID         -  EJ1314
 EJ1314  STATE/COUNTY-  AR/GARLAND
 EJ1314  USGS QUAD   -  PEARCY (1976)
 EJ1314
 EJ1314                         *CURRENT SURVEY CONTROL
 EJ1314  ___________________________________________________________________
 EJ1314* NAD 83(1986)-  34 24 53.     (N)    093 19 29.     (W)     SCALED    
 EJ1314* NAVD 88     -       190.722  (meters)     625.73   (feet)  ADJUSTED  
 EJ1314  ___________________________________________________________________
 EJ1314  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EJ1314  DYNAMIC HT  -         190.530 (meters)     625.10  (feet)  COMP
 EJ1314  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 EJ1314
 EJ1314  VERT ORDER  -  SECOND    CLASS 0
 EJ1314
 EJ1314.The horizontal coordinates were scaled from a topographic map and have
 EJ1314.an estimated accuracy of +/- 6 seconds.
 EJ1314
 EJ1314.The orthometric height was determined by differential leveling
 EJ1314.and adjusted by the National Geodetic Survey in June 1991..
 EJ1314
 EJ1314.The geoid height was determined by GEOID03.
 EJ1314
 EJ1314.The dynamic height is computed by dividing the NAVD 88
 EJ1314.geopotential number by the normal gravity value computed on the
 EJ1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1314.degrees latitude (g = 980.6199 gals.).
 EJ1314
 EJ1314.The modeled gravity was interpolated from observed gravity values.
 EJ1314
 EJ1314;                    North         East    Units  Estimated Accuracy
 EJ1314;SPC AR S     -   594,670.      278,220.      MT  (+/- 180 meters Scaled)
 EJ1314
 EJ1314                          SUPERSEDED SURVEY CONTROL
 EJ1314
 EJ1314  NGVD 29 (??/??/92)  190.701  (m)          625.66   (f) ADJ UNCH    2 0
 EJ1314
 EJ1314.Superseded values are not recommended for survey control.
 EJ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1314.See file dsdata.txt to determine how the superseded data were derived.
 EJ1314
 EJ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU701081(NAD 83)
 EJ1314_MARKER: DB = BENCH MARK DISK
 EJ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1314_STAMPING: H-59 1934
 EJ1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1314+STABILITY: SURFACE MOTION
 EJ1314
 EJ1314  HISTORY     - Date     Condition        Report By
 EJ1314  HISTORY     - 1934     MONUMENTED       CGS
 EJ1314
 EJ1314                          STATION DESCRIPTION
 EJ1314
 EJ1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1314'2.2 MI SW FROM PEARCY.
 EJ1314'2.2 MILES SOUTHWEST OF, ALONG U.S.HWY.70, FROM POST OFFICE.  AT
 EJ1314'ENTRANCE TO MAGNOLIA PRODUCE FARM.  45.8 FEET NORTHWEST OF CENTERLINE
 EJ1314'OF U.S.HWY.70.  32.3 FEET WEST OF CENTERLINE OF CATTLE GUARD AND
 EJ1314'GATEWAY INTO FARM.  20.6 FEET SOUTHWEST OF CENTERLINE OF ROAD INTO
 EJ1314'FARM.  18 FEET SOUTH OF PINE TREE 1.4 FT. IN DIAMETER AT BASE, AT
 EJ1314'SOUTHWEST EDGE OF ROAD TO FARM.  12.6 FEET NORTHWEST OF FENCE.  2 FEET
 EJ1314'ABOVE LEVEL OF HIGHWAY.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0322 ***********************************************************************
 GF0322  DESIGNATION -  H 6
 GF0322  PID         -  GF0322
 GF0322  STATE/COUNTY-  AR/BOONE
 GF0322  USGS QUAD   -  HARRISON (1975)
 GF0322
 GF0322                         *CURRENT SURVEY CONTROL
 GF0322  ___________________________________________________________________
 GF0322* NAD 83(1986)-  36 11 40.     (N)    093 00 37.     (W)     SCALED    
 GF0322* NAVD 88     -       337.337  (meters)    1106.75   (feet)  ADJUSTED  
 GF0322  ___________________________________________________________________
 GF0322  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GF0322  DYNAMIC HT  -         337.037 (meters)    1105.76  (feet)  COMP
 GF0322  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 GF0322
 GF0322  VERT ORDER  -  FIRST     CLASS II
 GF0322
 GF0322.The horizontal coordinates were scaled from a topographic map and have
 GF0322.an estimated accuracy of +/- 6 seconds.
 GF0322
 GF0322.The orthometric height was determined by differential leveling
 GF0322.and adjusted by the National Geodetic Survey in June 1991..
 GF0322
 GF0322.The geoid height was determined by GEOID03.
 GF0322
 GF0322.The dynamic height is computed by dividing the NAVD 88
 GF0322.geopotential number by the normal gravity value computed on the
 GF0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0322.degrees latitude (g = 980.6199 gals.).
 GF0322
 GF0322.The modeled gravity was interpolated from observed gravity values.
 GF0322
 GF0322;                    North         East    Units  Estimated Accuracy
 GF0322;SPC AR N     -   206,950.      309,140.      MT  (+/- 180 meters Scaled)
 GF0322
 GF0322                          SUPERSEDED SURVEY CONTROL
 GF0322
 GF0322  NGVD 29 (??/??/92)  337.206  (m)         1106.32   (f) ADJ UNCH    1 2
 GF0322
 GF0322.Superseded values are not recommended for survey control.
 GF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0322.See file dsdata.txt to determine how the superseded data were derived.
 GF0322
 GF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA990055(NAD 83)
 GF0322_MARKER: DB = BENCH MARK DISK
 GF0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0322_STAMPING: H 6 1931
 GF0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0322+STABILITY: SURFACE MOTION
 GF0322
 GF0322  HISTORY     - Date     Condition        Report By
 GF0322  HISTORY     - 1931     MONUMENTED       CGS
 GF0322
 GF0322                          STATION DESCRIPTION
 GF0322
 GF0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 GF0322'2.8 MI E FROM BELLEFONTE.
 GF0322'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 2.8 MILES SOUTHEAST
 GF0322'OF THE STATION AT BELLEFONTE, NORTHEAST OF COUNTY ROAD GRADE
 GF0322'CROSSING, 44 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 GF0322'16 FEET EAST OF THE EAST AND NEAREST RAIL, 6 TELEGRAPH POLES
 GF0322'NORTH OF MILE POST 134, SET IN TOP OF STANDARD CONCRETE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0154 ***********************************************************************
 EK0154  DESIGNATION -  H 60
 EK0154  PID         -  EK0154
 EK0154  STATE/COUNTY-  AR/HOWARD
 EK0154  USGS QUAD   -  DIERKS (1966)
 EK0154
 EK0154                         *CURRENT SURVEY CONTROL
 EK0154  ___________________________________________________________________
 EK0154* NAD 83(1986)-  34 07 21.     (N)    094 01 06.     (W)     SCALED    
 EK0154* NAVD 88     -       150.140  (meters)     492.58   (feet)  ADJUSTED  
 EK0154  ___________________________________________________________________
 EK0154  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EK0154  DYNAMIC HT  -         149.987 (meters)     492.08  (feet)  COMP
 EK0154  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 EK0154
 EK0154  VERT ORDER  -  SECOND    CLASS 0
 EK0154
 EK0154.The horizontal coordinates were scaled from a topographic map and have
 EK0154.an estimated accuracy of +/- 6 seconds.
 EK0154
 EK0154.The orthometric height was determined by differential leveling
 EK0154.and adjusted by the National Geodetic Survey in June 1991..
 EK0154
 EK0154.The geoid height was determined by GEOID03.
 EK0154
 EK0154.The dynamic height is computed by dividing the NAVD 88
 EK0154.geopotential number by the normal gravity value computed on the
 EK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0154.degrees latitude (g = 980.6199 gals.).
 EK0154
 EK0154.The modeled gravity was interpolated from observed gravity values.
 EK0154
 EK0154;                    North         East    Units  Estimated Accuracy
 EK0154;SPC AR S     -   563,310.      213,830.      MT  (+/- 180 meters Scaled)
 EK0154
 EK0154                          SUPERSEDED SURVEY CONTROL
 EK0154
 EK0154  NGVD 29 (??/??/92)  150.100  (m)          492.45   (f) ADJ UNCH    2 0
 EK0154
 EK0154.Superseded values are not recommended for survey control.
 EK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0154.See file dsdata.txt to determine how the superseded data were derived.
 EK0154
 EK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT060762(NAD 83)
 EK0154_MARKER: DB = BENCH MARK DISK
 EK0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0154_SP_SET: BUILDING
 EK0154_STAMPING: H-60 1934
 EK0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0154
 EK0154  HISTORY     - Date     Condition        Report By
 EK0154  HISTORY     - 1934     MONUMENTED       CGS
 EK0154  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0154
 EK0154                          STATION DESCRIPTION
 EK0154
 EK0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0154'IN DIERKS.
 EK0154'IN THE TOWN VERTICAL BRONZE TABLET IN EAST WALL OF HIGH SCHOOL
 EK0154'BUILDING, 7N FEET WEST OF CENTERLINE OF STREET IN FRONT OF
 EK0154'BUILDING, 42 FEET NORTH OF CENTERLINE OF EAST MAIN ENTRANCE,
 EK0154'4.1 FEET ABOVE GROUND, 3.2 FEET SOUTH OF NORTHEAST CORNER OF
 EK0154'BUILDING.
 EK0154
 EK0154                          STATION RECOVERY (1962)
 EK0154
 EK0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1325 ***********************************************************************
 EJ1325  DESIGNATION -  H 61
 EJ1325  PID         -  EJ1325
 EJ1325  STATE/COUNTY-  AR/PIKE
 EJ1325  USGS QUAD   -  MURFREESBORO (1970)
 EJ1325
 EJ1325                         *CURRENT SURVEY CONTROL
 EJ1325  ___________________________________________________________________
 EJ1325* NAD 83(1986)-  34 04 14.     (N)    093 40 48.     (W)     SCALED    
 EJ1325* NAVD 88     -       110.911  (meters)     363.88   (feet)  ADJUSTED  
 EJ1325  ___________________________________________________________________
 EJ1325  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ1325  DYNAMIC HT  -         110.799 (meters)     363.51  (feet)  COMP
 EJ1325  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 EJ1325
 EJ1325  VERT ORDER  -  SECOND    CLASS 0
 EJ1325
 EJ1325.The horizontal coordinates were scaled from a topographic map and have
 EJ1325.an estimated accuracy of +/- 6 seconds.
 EJ1325
 EJ1325.The orthometric height was determined by differential leveling
 EJ1325.and adjusted by the National Geodetic Survey in June 1991..
 EJ1325
 EJ1325.The geoid height was determined by GEOID03.
 EJ1325
 EJ1325.The dynamic height is computed by dividing the NAVD 88
 EJ1325.geopotential number by the normal gravity value computed on the
 EJ1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1325.degrees latitude (g = 980.6199 gals.).
 EJ1325
 EJ1325.The modeled gravity was interpolated from observed gravity values.
 EJ1325
 EJ1325;                    North         East    Units  Estimated Accuracy
 EJ1325;SPC AR S     -   556,980.      244,940.      MT  (+/- 180 meters Scaled)
 EJ1325
 EJ1325                          SUPERSEDED SURVEY CONTROL
 EJ1325
 EJ1325  NGVD 29 (??/??/92)  110.904  (m)          363.86   (f) ADJ UNCH    2 0
 EJ1325
 EJ1325.Superseded values are not recommended for survey control.
 EJ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1325.See file dsdata.txt to determine how the superseded data were derived.
 EJ1325
 EJ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT372701(NAD 83)
 EJ1325_MARKER: DB = BENCH MARK DISK
 EJ1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1325_STAMPING: H 61 1934
 EJ1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1325+STABILITY: SURFACE MOTION
 EJ1325
 EJ1325  HISTORY     - Date     Condition        Report By
 EJ1325  HISTORY     - 1934     MONUMENTED       CGS
 EJ1325  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1325
 EJ1325                          STATION DESCRIPTION
 EJ1325
 EJ1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1325'1.1 MI NE FROM MURFREESBORO.
 EJ1325'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 EJ1325'AT MURFREESBORO, PIKE COUNTY, 550 FEET EAST OF THE BRIDGE OVER PRAIRIE
 EJ1325'CREEK, 310 FEET EAST OF THE JUNCTION WITH STATE HIGHWAY 26, 78 FEET
 EJ1325'NORTH OF THE NORTHEAST CORNER OF THE MCMANIS SERVICE STATION, 33 FEET
 EJ1325'NORTH OF THE CENTERLINE OF STATE HIGHWAY 27, AND 3 FEET SOUTH OF A
 EJ1325'BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED H 61 1934 AND SET IN THE
 EJ1325'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1018 ***********************************************************************
 DL1018  DESIGNATION -  H 62
 DL1018  PID         -  DL1018
 DL1018  STATE/COUNTY-  AR/HEMPSTEAD
 DL1018  USGS QUAD   -  WASHINGTON (1951)
 DL1018
 DL1018                         *CURRENT SURVEY CONTROL
 DL1018  ___________________________________________________________________
 DL1018* NAD 83(1986)-  33 51 33.     (N)    093 43 52.     (W)     SCALED    
 DL1018* NAVD 88     -       103.465  (meters)     339.45   (feet)  ADJUSTED  
 DL1018  ___________________________________________________________________
 DL1018  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DL1018  DYNAMIC HT  -         103.359 (meters)     339.10  (feet)  COMP
 DL1018  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 DL1018
 DL1018  VERT ORDER  -  SECOND    CLASS 0
 DL1018
 DL1018.The horizontal coordinates were scaled from a topographic map and have
 DL1018.an estimated accuracy of +/- 6 seconds.
 DL1018
 DL1018.The orthometric height was determined by differential leveling
 DL1018.and adjusted by the National Geodetic Survey in June 1991..
 DL1018
 DL1018.The geoid height was determined by GEOID03.
 DL1018
 DL1018.The dynamic height is computed by dividing the NAVD 88
 DL1018.geopotential number by the normal gravity value computed on the
 DL1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1018.degrees latitude (g = 980.6199 gals.).
 DL1018
 DL1018.The modeled gravity was interpolated from observed gravity values.
 DL1018
 DL1018;                    North         East    Units  Estimated Accuracy
 DL1018;SPC AR S     -   533,620.      239,830.      MT  (+/- 180 meters Scaled)
 DL1018
 DL1018                          SUPERSEDED SURVEY CONTROL
 DL1018
 DL1018  NGVD 29 (??/??/92)  103.478  (m)          339.49   (f) ADJ UNCH    2 0
 DL1018
 DL1018.Superseded values are not recommended for survey control.
 DL1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1018.See file dsdata.txt to determine how the superseded data were derived.
 DL1018
 DL1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT323467(NAD 83)
 DL1018_MARKER: DB = BENCH MARK DISK
 DL1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1018_STAMPING: H 62 1934
 DL1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1018+STABILITY: SURFACE MOTION
 DL1018
 DL1018  HISTORY     - Date     Condition        Report By
 DL1018  HISTORY     - 1934     MONUMENTED       CGS
 DL1018  HISTORY     - 1962     GOOD             NGS
 DL1018
 DL1018                          STATION DESCRIPTION
 DL1018
 DL1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1018'1.2 MI NW FROM OZAN.
 DL1018'1.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1018'STATION AT OZAN, HEMPSTEAD COUNTY, 4.6 FEET EAST OF THE FIRST POLE
 DL1018'WEST OF THE TWENTIETH POLE NORTHWEST OF MILEPOST 473, IN THE SOUTHWEST
 DL1018'CORNER OF A CULTIVATED FIELD, 73 FEET NORTHWEST OF POLE 314, 27.2 FEET
 DL1018'NORTH OF THE CENTERLINE OF THE TRACK, 32 FEET SOUTH OF A FENCE, AND
 DL1018'2.8 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H
 DL1018'62 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0881 ***********************************************************************
 DL0881  DESIGNATION -  H 63
 DL0881  PID         -  DL0881
 DL0881  STATE/COUNTY-  AR/LAFAYETTE
 DL0881  USGS QUAD   -  OLD TOWN (1978)
 DL0881
 DL0881                         *CURRENT SURVEY CONTROL
 DL0881  ___________________________________________________________________
 DL0881* NAD 83(1986)-  33 22 49.     (N)    093 30 23.     (W)     SCALED    
 DL0881* NAVD 88     -        93.808  (meters)     307.77   (feet)  ADJUSTED  
 DL0881  ___________________________________________________________________
 DL0881  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DL0881  DYNAMIC HT  -          93.708 (meters)     307.44  (feet)  COMP
 DL0881  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DL0881
 DL0881  VERT ORDER  -  SECOND    CLASS 0
 DL0881
 DL0881.The horizontal coordinates were scaled from a topographic map and have
 DL0881.an estimated accuracy of +/- 6 seconds.
 DL0881
 DL0881.The orthometric height was determined by differential leveling
 DL0881.and adjusted by the National Geodetic Survey in June 1991..
 DL0881
 DL0881.The geoid height was determined by GEOID03.
 DL0881
 DL0881.The dynamic height is computed by dividing the NAVD 88
 DL0881.geopotential number by the normal gravity value computed on the
 DL0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0881.degrees latitude (g = 980.6199 gals.).
 DL0881
 DL0881.The modeled gravity was interpolated from observed gravity values.
 DL0881
 DL0881;                    North         East    Units  Estimated Accuracy
 DL0881;SPC AR S     -   480,180.      259,840.      MT  (+/- 180 meters Scaled)
 DL0881
 DL0881                          SUPERSEDED SURVEY CONTROL
 DL0881
 DL0881  NGVD 29 (??/??/92)   93.842  (m)          307.88   (f) ADJ UNCH    2 0
 DL0881
 DL0881.Superseded values are not recommended for survey control.
 DL0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0881.See file dsdata.txt to determine how the superseded data were derived.
 DL0881
 DL0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS528935(NAD 83)
 DL0881_MARKER: DB = BENCH MARK DISK
 DL0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0881_STAMPING: H 63 1935
 DL0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0881+STABILITY: SURFACE MOTION
 DL0881
 DL0881  HISTORY     - Date     Condition        Report By
 DL0881  HISTORY     - 1935     MONUMENTED       CGS
 DL0881  HISTORY     - 1963     GOOD             NGS
 DL0881
 DL0881                          STATION DESCRIPTION
 DL0881
 DL0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0881'2.4 MI NW FROM STAMPS.
 DL0881'2.4 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0881'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 400 FEET NORTH OF THE
 DL0881'OVERPASS OVER A ROAD, 200 FEET SOUTH OF THE JUNCTION OF A SPUR TRACK
 DL0881'LEADING TO A GRAVEL PIT, AT THE NORTH END OF A CUT, 48 FEET SOUTH OF
 DL0881'THE EIGHTH POLE SOUTH OF MILEPOST 21, 35 FEET SOUTH OF A CONCRETE
 DL0881'CROSSING SIGN, AND 30 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 DL0881'STANDARD DISK, STAMPED H 63 1934 AND SET IN THE TOP OF A CONCRETE
 DL0881'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0449 ***********************************************************************
 DL0449  DESIGNATION -  H 64
 DL0449  PID         -  DL0449
 DL0449  STATE/COUNTY-  AR/HEMPSTEAD
 DL0449  USGS QUAD   -  EMMET (1973)
 DL0449
 DL0449                         *CURRENT SURVEY CONTROL
 DL0449  ___________________________________________________________________
 DL0449* NAD 83(1986)-  33 42 59.     (N)    093 29 18.     (W)     SCALED    
 DL0449* NAVD 88     -        87.017  (meters)     285.49   (feet)  ADJUSTED  
 DL0449  ___________________________________________________________________
 DL0449  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL0449  DYNAMIC HT  -          86.926 (meters)     285.19  (feet)  COMP
 DL0449  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 DL0449
 DL0449  VERT ORDER  -  SECOND    CLASS 0
 DL0449
 DL0449.The horizontal coordinates were scaled from a topographic map and have
 DL0449.an estimated accuracy of +/- 6 seconds.
 DL0449
 DL0449.The orthometric height was determined by differential leveling
 DL0449.and adjusted by the National Geodetic Survey in June 1991..
 DL0449
 DL0449.The geoid height was determined by GEOID03.
 DL0449
 DL0449.The dynamic height is computed by dividing the NAVD 88
 DL0449.geopotential number by the normal gravity value computed on the
 DL0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0449.degrees latitude (g = 980.6199 gals.).
 DL0449
 DL0449.The modeled gravity was interpolated from observed gravity values.
 DL0449
 DL0449;                    North         East    Units  Estimated Accuracy
 DL0449;SPC AR S     -   517,430.      262,060.      MT  (+/- 180 meters Scaled)
 DL0449
 DL0449                          SUPERSEDED SURVEY CONTROL
 DL0449
 DL0449  NGVD 29 (??/??/92)   87.021  (m)          285.50   (f) ADJ UNCH    2 0
 DL0449
 DL0449.Superseded values are not recommended for survey control.
 DL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0449.See file dsdata.txt to determine how the superseded data were derived.
 DL0449
 DL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT547308(NAD 83)
 DL0449_MARKER: DB = BENCH MARK DISK
 DL0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0449_STAMPING: H-64 1935
 DL0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0449+STABILITY: SURFACE MOTION
 DL0449
 DL0449  HISTORY     - Date     Condition        Report By
 DL0449  HISTORY     - 1935     MONUMENTED       CGS
 DL0449  HISTORY     - 1963     GOOD             NGS
 DL0449
 DL0449                          STATION DESCRIPTION
 DL0449
 DL0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0449'1.1 MI SW FROM EMMET.
 DL0449'1.1 MILES SOUTHWEST OF, ALONG M.P.R.R. FROM STATION 189 FEET NORTHEAST
 DL0449'OF BLOCK SIGNAL RELAY AND BATTERY BOX.  40.5 FEET NORTHWEST OF
 DL0449'CENTERLINE OF MISSOURI PACIFIC R.R TRACK.  22 FEET NORTHEAST OF
 DL0449'CENTERLINE OF GATEWAY IN R/W FENCE.  9.4 FEET NORTHEAST OF FIRST
 DL0449'TELEGRAPH POLE SOUTHWEST OF M.P.450-30.  3.7 FEET NORTHWEST OF R/W
 DL0449'FENCE.  TABLET SET IN PRECAST CONCRETE POST.  NOTE-- MARK IS STAMPED H
 DL0449'64 1934 INSTEAD OF H 64 1935.
 DL0449
 DL0449                          STATION RECOVERY (1963)
 DL0449
 DL0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1368 ***********************************************************************
 DK1368  DESIGNATION -  H 65
 DK1368  PID         -  DK1368
 DK1368  STATE/COUNTY-  AR/ASHLEY
 DK1368  USGS QUAD   -  WILMOT (1960)
 DK1368
 DK1368                         *CURRENT SURVEY CONTROL
 DK1368  ___________________________________________________________________
 DK1368* NAD 83(1986)-  33 06 46.     (N)    091 30 44.     (W)     SCALED    
 DK1368* NAVD 88     -        34.578  (meters)     113.44   (feet)  ADJUSTED  
 DK1368  ___________________________________________________________________
 DK1368  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DK1368  DYNAMIC HT  -          34.541 (meters)     113.32  (feet)  COMP
 DK1368  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 DK1368
 DK1368  VERT ORDER  -  SECOND    CLASS 0
 DK1368
 DK1368.The horizontal coordinates were scaled from a topographic map and have
 DK1368.an estimated accuracy of +/- 6 seconds.
 DK1368
 DK1368.The orthometric height was determined by differential leveling
 DK1368.and adjusted by the National Geodetic Survey in June 1991..
 DK1368
 DK1368.The geoid height was determined by GEOID03.
 DK1368
 DK1368.The dynamic height is computed by dividing the NAVD 88
 DK1368.geopotential number by the normal gravity value computed on the
 DK1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1368.degrees latitude (g = 980.6199 gals.).
 DK1368
 DK1368.The modeled gravity was interpolated from observed gravity values.
 DK1368
 DK1368;                    North         East    Units  Estimated Accuracy
 DK1368;SPC AR S     -   449,590.      445,530.      MT  (+/- 180 meters Scaled)
 DK1368
 DK1368                          SUPERSEDED SURVEY CONTROL
 DK1368
 DK1368  NGVD 29 (??/??/??)   34.682  (m)          113.79   (f) ADJUSTED    2 0
 DK1368
 DK1368.Superseded values are not recommended for survey control.
 DK1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1368.See file dsdata.txt to determine how the superseded data were derived.
 DK1368
 DK1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS388647(NAD 83)
 DK1368_MARKER: DB = BENCH MARK DISK
 DK1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1368_STAMPING: H-65 1935
 DK1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1368+STABILITY: SURFACE MOTION
 DK1368
 DK1368  HISTORY     - Date     Condition        Report By
 DK1368  HISTORY     - 1935     MONUMENTED       CGS
 DK1368
 DK1368                          STATION DESCRIPTION
 DK1368
 DK1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1368'2.4 MI E FROM PARKDALE.
 DK1368'2.4 MILES EAST OF, ALONG ST. HWY. 8, FROM STATION 168 FEET SOUTH OF
 DK1368'SOUTH END OF EAST WING OF WHITE SCHOOL ON NORTH SIDE OF HIGHWAY.  102
 DK1368'FEET WEST OF CENTERLINE OF CROSS SECTION LINE ROAD.  35 FEET SOUTH OF
 DK1368'CENTERLINE OF ST. HWY. 8.  31.7 FEET NORTHWEST OF NORTHWEST CORNER OF
 DK1368'ST. PAUL COLORED CHURCH.  13 FEET SOUTH OF NORTHEAST FENCE CORNER. 1.5
 DK1368'FT. EAST OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0445 ***********************************************************************
 FG0445  DESIGNATION -  H 66
 FG0445  PID         -  FG0445
 FG0445  STATE/COUNTY-  AR/POPE
 FG0445  USGS QUAD   -  HECTOR (1989)
 FG0445
 FG0445                         *CURRENT SURVEY CONTROL
 FG0445  ___________________________________________________________________
 FG0445* NAD 83(1986)-  35 25 13.     (N)    092 57 50.     (W)     SCALED    
 FG0445* NAVD 88     -       216.892  (meters)     711.59   (feet)  ADJUSTED  
 FG0445  ___________________________________________________________________
 FG0445  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FG0445  DYNAMIC HT  -         216.687 (meters)     710.91  (feet)  COMP
 FG0445  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 FG0445
 FG0445  VERT ORDER  -  SECOND    CLASS 0
 FG0445
 FG0445.The horizontal coordinates were scaled from a topographic map and have
 FG0445.an estimated accuracy of +/- 6 seconds.
 FG0445
 FG0445.The orthometric height was determined by differential leveling
 FG0445.and adjusted by the National Geodetic Survey in June 1991..
 FG0445
 FG0445.The geoid height was determined by GEOID03.
 FG0445
 FG0445.The dynamic height is computed by dividing the NAVD 88
 FG0445.geopotential number by the normal gravity value computed on the
 FG0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0445.degrees latitude (g = 980.6199 gals.).
 FG0445
 FG0445.The modeled gravity was interpolated from observed gravity values.
 FG0445
 FG0445;                    North         East    Units  Estimated Accuracy
 FG0445;SPC AR N     -   121,020.      312,470.      MT  (+/- 180 meters Scaled)
 FG0445
 FG0445                          SUPERSEDED SURVEY CONTROL
 FG0445
 FG0445  NGVD 29 (??/??/92)  216.865  (m)          711.50   (f) ADJ UNCH    2 0
 FG0445
 FG0445.Superseded values are not recommended for survey control.
 FG0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0445.See file dsdata.txt to determine how the superseded data were derived.
 FG0445
 FG0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV032196(NAD 83)
 FG0445_MARKER: DB = BENCH MARK DISK
 FG0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0445_STAMPING: H 66 1935
 FG0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0445+STABILITY: SURFACE MOTION
 FG0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0445+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 FG0445
 FG0445  HISTORY     - Date     Condition        Report By
 FG0445  HISTORY     - 1935     MONUMENTED       CGS
 FG0445  HISTORY     - 1942     GOOD             NGS
 FG0445  HISTORY     - 20060125 GOOD             ARHD
 FG0445
 FG0445                          STATION DESCRIPTION
 FG0445
 FG0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FG0445'0.9 MI NE FROM CAGLESVILLE.
 FG0445'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 124 FROM CAGLESVILLE, POPE
 FG0445'COUNTY, 2 MILES NORTH ALONG STATE HIGHWAY 105, 0.3 MILE NORTH OF THE
 FG0445'HECTOR CREEK BRIDGE, 0.3 MILE SOUTHEAST OF THE SUMMIT OF A HILL, 45
 FG0445'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET SOUTHEAST OF
 FG0445'THE CENTERLINE OF A ROAD LEADING SOUTHWEST, AND 7 FEET SOUTHEAST OF A
 FG0445'30-INCH OAK STUMP.  A STANDARD DISK, STAMPED H 66 1935 AND SET IN THE
 FG0445'TOP OF A CONCRETE POST.
 FG0445
 FG0445                          STATION RECOVERY (2006)
 FG0445
 FG0445'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MDP)
 FG0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0483 ***********************************************************************
 FG0483  DESIGNATION -  H 67
 FG0483  PID         -  FG0483
 FG0483  STATE/COUNTY-  AR/CONWAY
 FG0483  USGS QUAD   -  HATTIEVILLE (1991)
 FG0483
 FG0483                         *CURRENT SURVEY CONTROL
 FG0483  ___________________________________________________________________
 FG0483* NAD 83(1986)-  35 18 40.     (N)    092 50 45.     (W)     SCALED    
 FG0483* NAVD 88     -       103.453  (meters)     339.41   (feet)  ADJUSTED  
 FG0483  ___________________________________________________________________
 FG0483  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FG0483  DYNAMIC HT  -         103.356 (meters)     339.09  (feet)  COMP
 FG0483  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 FG0483
 FG0483  VERT ORDER  -  SECOND    CLASS 0
 FG0483
 FG0483.The horizontal coordinates were scaled from a topographic map and have
 FG0483.an estimated accuracy of +/- 6 seconds.
 FG0483
 FG0483.The orthometric height was determined by differential leveling
 FG0483.and adjusted by the National Geodetic Survey in June 1991..
 FG0483
 FG0483.The geoid height was determined by GEOID03.
 FG0483
 FG0483.The dynamic height is computed by dividing the NAVD 88
 FG0483.geopotential number by the normal gravity value computed on the
 FG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0483.degrees latitude (g = 980.6199 gals.).
 FG0483
 FG0483.The modeled gravity was interpolated from observed gravity values.
 FG0483
 FG0483;                    North         East    Units  Estimated Accuracy
 FG0483;SPC AR N     -   108,810.      323,080.      MT  (+/- 180 meters Scaled)
 FG0483
 FG0483                          SUPERSEDED SURVEY CONTROL
 FG0483
 FG0483  NGVD 29 (??/??/92)  103.454  (m)          339.42   (f) ADJ UNCH    2 0
 FG0483
 FG0483.Superseded values are not recommended for survey control.
 FG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0483.See file dsdata.txt to determine how the superseded data were derived.
 FG0483
 FG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV140075(NAD 83)
 FG0483_MARKER: DB = BENCH MARK DISK
 FG0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0483_STAMPING: H 67 1935
 FG0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0483+STABILITY: SURFACE MOTION
 FG0483
 FG0483  HISTORY     - Date     Condition        Report By
 FG0483  HISTORY     - 1935     MONUMENTED       CGS
 FG0483  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0483
 FG0483                          STATION DESCRIPTION
 FG0483
 FG0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0483'3.6 MI NW FROM HATTIEVILLE.
 FG0483'3.6 MILES NORTHWEST ALONG THE MORELAND ROAD FROM THE SCHOOL AT
 FG0483'HATTIEVILLE, CONWAY COUNTY, 55 FEET SOUTH OF A STONE CHIMNEY AT THE
 FG0483'EAST END OF THE J. D. GORDON RESIDENCE, 86 FEET NORTH OF THE
 FG0483'CENTERLINE OF THE ROAD, 31 FEET EAST OF THE CENTER OF A GATE, 3 FEET
 FG0483'WEST OF A SOUTHEAST FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE.  A
 FG0483'STANDARD DISK, STAMPED H 67 1935 AND SET IN THE TOP OF A CONCRETE
 FG0483'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0105 ***********************************************************************
 FG0105  DESIGNATION -  H 69
 FG0105  PID         -  FG0105
 FG0105  STATE/COUNTY-  AR/WHITE
 FG0105  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0105
 FG0105                         *CURRENT SURVEY CONTROL
 FG0105  ___________________________________________________________________
 FG0105* NAD 83(1986)-  35 06 32.     (N)    092 04 10.     (W)     SCALED    
 FG0105* NAVD 88     -        83.042  (meters)     272.45   (feet)  ADJUSTED  
 FG0105  ___________________________________________________________________
 FG0105  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FG0105  DYNAMIC HT  -          82.965 (meters)     272.19  (feet)  COMP
 FG0105  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 FG0105
 FG0105  VERT ORDER  -  SECOND    CLASS 0
 FG0105
 FG0105.The horizontal coordinates were scaled from a topographic map and have
 FG0105.an estimated accuracy of +/- 6 seconds.
 FG0105
 FG0105.The orthometric height was determined by differential leveling
 FG0105.and adjusted by the National Geodetic Survey in June 1991..
 FG0105
 FG0105.The geoid height was determined by GEOID03.
 FG0105
 FG0105.The dynamic height is computed by dividing the NAVD 88
 FG0105.geopotential number by the normal gravity value computed on the
 FG0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0105.degrees latitude (g = 980.6199 gals.).
 FG0105
 FG0105.The modeled gravity was interpolated from observed gravity values.
 FG0105
 FG0105;                    North         East    Units  Estimated Accuracy
 FG0105;SPC AR N     -    86,040.      393,670.      MT  (+/- 180 meters Scaled)
 FG0105
 FG0105                          SUPERSEDED SURVEY CONTROL
 FG0105
 FG0105  NGVD 29 (??/??/92)   83.043  (m)          272.45   (f) ADJ UNCH    2 0
 FG0105
 FG0105.Superseded values are not recommended for survey control.
 FG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0105.See file dsdata.txt to determine how the superseded data were derived.
 FG0105
 FG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU848855(NAD 83)
 FG0105_MARKER: DB = BENCH MARK DISK
 FG0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0105_STAMPING: H 69 1934
 FG0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0105+STABILITY: SURFACE MOTION
 FG0105
 FG0105  HISTORY     - Date     Condition        Report By
 FG0105  HISTORY     - 1934     MONUMENTED       CGS
 FG0105  HISTORY     - 1961     MARK NOT FOUND   NGS
 FG0105
 FG0105                          STATION DESCRIPTION
 FG0105
 FG0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0105'8.8 MI E FROM VILONIA.
 FG0105'IN WHITE COUNTY, 8.8 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE
 FG0105'NAZARENE CHURCH AT VILONIA, FAULKNER COUNTY, 0.2 MILE WEST OF A WOODEN
 FG0105'BRIDGE, 0.15 MILE SOUTH OF A FARMHOUSE AND LARGE BARN, 400 FEET WEST
 FG0105'OF THE FIRST TWO BRIDGES JOINED TOGETHER, 36.6 FEET NORTH OF THE
 FG0105'CENTERLINE OF THE HIGHWAY, 17.8 FEET NORTH OF THE NORTHEAST CORNER OF
 FG0105'A WOODEN BRIDGE AT THE JUNCTION OF A FARM ROAD, 4.3 FEET EAST OF THE
 FG0105'EAST END OF A GATE, AND 1.1 FEET NORTH OF A FENCE PARALLELING THE
 FG0105'HIGHWAY.  A STANDARD DISK, STAMPED H 69 1934 AND SET IN THE TOP OF A
 FG0105'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0033 ***********************************************************************
 FG0033  DESIGNATION -  H 7
 FG0033  PID         -  FG0033
 FG0033  STATE/COUNTY-  AR/STONE
 FG0033  USGS QUAD   -  OLD LEXINGTON (1973)
 FG0033
 FG0033                         *CURRENT SURVEY CONTROL
 FG0033  ___________________________________________________________________
 FG0033* NAD 83(1986)-  35 44 01.     (N)    092 23 22.     (W)     SCALED    
 FG0033* NAVD 88     -       210.991  (meters)     692.23   (feet)  ADJUSTED  
 FG0033  ___________________________________________________________________
 FG0033  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FG0033  DYNAMIC HT  -         210.792 (meters)     691.57  (feet)  COMP
 FG0033  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 FG0033
 FG0033  VERT ORDER  -  FIRST     CLASS II
 FG0033
 FG0033.The horizontal coordinates were scaled from a topographic map and have
 FG0033.an estimated accuracy of +/- 6 seconds.
 FG0033
 FG0033.The orthometric height was determined by differential leveling
 FG0033.and adjusted by the National Geodetic Survey in June 1991..
 FG0033
 FG0033.The geoid height was determined by GEOID03.
 FG0033
 FG0033.The dynamic height is computed by dividing the NAVD 88
 FG0033.geopotential number by the normal gravity value computed on the
 FG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0033.degrees latitude (g = 980.6199 gals.).
 FG0033
 FG0033.The modeled gravity was interpolated from observed gravity values.
 FG0033
 FG0033;                    North         East    Units  Estimated Accuracy
 FG0033;SPC AR N     -   155,420.      364,770.      MT  (+/- 180 meters Scaled)
 FG0033
 FG0033                          SUPERSEDED SURVEY CONTROL
 FG0033
 FG0033  NGVD 29 (??/??/92)  210.870  (m)          691.83   (f) ADJ UNCH    1 2
 FG0033
 FG0033.Superseded values are not recommended for survey control.
 FG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0033.See file dsdata.txt to determine how the superseded data were derived.
 FG0033
 FG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV552545(NAD 83)
 FG0033_MARKER: DB = BENCH MARK DISK
 FG0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0033_STAMPING: H-7 1931
 FG0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0033+STABILITY: SURFACE MOTION
 FG0033
 FG0033  HISTORY     - Date     Condition        Report By
 FG0033  HISTORY     - 1931     MONUMENTED       CGS
 FG0033  HISTORY     - 1935     GOOD             NGS
 FG0033
 FG0033                          STATION DESCRIPTION
 FG0033
 FG0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0033'IN ARLBERG.
 FG0033'AT. ARLBERG.  ABOUT 160 FEET SOUTH OF M. AND N. A. RAILWAY STATION.
 FG0033'ABOUT 110 FEET NORTH OF RAILROAD BRIDGE NO. 201.1.  ABOUT 105 FEET
 FG0033'SOUTHWEST OF SOUTHWEST BANK OF LITTLE RED RIVER.  40.6 FEET NORTH OF
 FG0033'CENTERLINE OF M. AND N. A. RAILROAD AT RAILROAD CROSSING.  19.0 FEET
 FG0033'EAST OF CENTERLINE OF COUNTY ROAD LEADING WEST.  CAST IN PLACE POST
 FG0033'WITH STANDARD BRONZE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0401 ***********************************************************************
 FG0401  DESIGNATION -  H 71
 FG0401  PID         -  FG0401
 FG0401  STATE/COUNTY-  AR/PERRY
 FG0401  USGS QUAD   -  PERRYVILLE (1989)
 FG0401
 FG0401                         *CURRENT SURVEY CONTROL
 FG0401  ___________________________________________________________________
 FG0401* NAD 83(1986)-  35 03 00.     (N)    092 45 32.     (W)     SCALED    
 FG0401* NAVD 88     -        93.206  (meters)     305.79   (feet)  ADJUSTED  
 FG0401  ___________________________________________________________________
 FG0401  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FG0401  DYNAMIC HT  -          93.117 (meters)     305.50  (feet)  COMP
 FG0401  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 FG0401
 FG0401  VERT ORDER  -  SECOND    CLASS 0
 FG0401
 FG0401.The horizontal coordinates were scaled from a topographic map and have
 FG0401.an estimated accuracy of +/- 6 seconds.
 FG0401
 FG0401.The orthometric height was determined by differential leveling
 FG0401.and adjusted by the National Geodetic Survey in June 1991..
 FG0401
 FG0401.The geoid height was determined by GEOID03.
 FG0401
 FG0401.The dynamic height is computed by dividing the NAVD 88
 FG0401.geopotential number by the normal gravity value computed on the
 FG0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0401.degrees latitude (g = 980.6199 gals.).
 FG0401
 FG0401.The modeled gravity was interpolated from observed gravity values.
 FG0401
 FG0401;                    North         East    Units  Estimated Accuracy
 FG0401;SPC AR N     -    79,780.      330,770.      MT  (+/- 180 meters Scaled)
 FG0401
 FG0401                          SUPERSEDED SURVEY CONTROL
 FG0401
 FG0401  NGVD 29 (??/??/92)   93.230  (m)          305.87   (f) ADJ UNCH    2 0
 FG0401
 FG0401.Superseded values are not recommended for survey control.
 FG0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0401.See file dsdata.txt to determine how the superseded data were derived.
 FG0401
 FG0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU219786(NAD 83)
 FG0401_MARKER: DB = BENCH MARK DISK
 FG0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0401_STAMPING: H-71 1934
 FG0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0401+STABILITY: SURFACE MOTION
 FG0401
 FG0401  HISTORY     - Date     Condition        Report By
 FG0401  HISTORY     - 1934     MONUMENTED       CGS
 FG0401
 FG0401                          STATION DESCRIPTION
 FG0401
 FG0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0401'2.0 MI E FROM PERRY.
 FG0401'ABOUT 400 FEET NORTHEAST OF GEORGE MIMMS FARM HOUSE.  49.5 FEET SOUTH
 FG0401'OF CENTERLINE OF FARM ROAD AT RAILROAD CROSSING.  46.4 FEET SOUTHEAST
 FG0401'OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC RY. 5.6 FEET WEST OF
 FG0401'SOUTHWEST END OF IRON GATE.  2.4 FEET NORTHWEST OF A FENCE PARALLELING
 FG0401'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0313 ***********************************************************************
 FG0313  DESIGNATION -  H 72
 FG0313  PID         -  FG0313
 FG0313  STATE/COUNTY-  AR/POPE
 FG0313  USGS QUAD   -  ATKINS (1989)
 FG0313
 FG0313                         *CURRENT SURVEY CONTROL
 FG0313  ___________________________________________________________________
 FG0313* NAD 83(1986)-  35 14 30.     (N)    092 56 08.     (W)     SCALED    
 FG0313* NAVD 88     -       109.702  (meters)     359.91   (feet)  ADJUSTED  
 FG0313  ___________________________________________________________________
 FG0313  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FG0313  DYNAMIC HT  -         109.599 (meters)     359.58  (feet)  COMP
 FG0313  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FG0313
 FG0313  VERT ORDER  -  FIRST     CLASS II
 FG0313
 FG0313.The horizontal coordinates were scaled from a topographic map and have
 FG0313.an estimated accuracy of +/- 6 seconds.
 FG0313
 FG0313.The orthometric height was determined by differential leveling
 FG0313.and adjusted by the National Geodetic Survey in June 1991..
 FG0313
 FG0313.The geoid height was determined by GEOID03.
 FG0313
 FG0313.The dynamic height is computed by dividing the NAVD 88
 FG0313.geopotential number by the normal gravity value computed on the
 FG0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0313.degrees latitude (g = 980.6199 gals.).
 FG0313
 FG0313.The modeled gravity was interpolated from observed gravity values.
 FG0313
 FG0313;                    North         East    Units  Estimated Accuracy
 FG0313;SPC AR N     -   101,180.      314,850.      MT  (+/- 180 meters Scaled)
 FG0313
 FG0313                          SUPERSEDED SURVEY CONTROL
 FG0313
 FG0313  NGVD 29 (??/??/92)  109.718  (m)          359.97   (f) ADJ UNCH    1 2
 FG0313
 FG0313.Superseded values are not recommended for survey control.
 FG0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0313.See file dsdata.txt to determine how the superseded data were derived.
 FG0313
 FG0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU058998(NAD 83)
 FG0313_MARKER: DB = BENCH MARK DISK
 FG0313_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FG0313_STAMPING: H 72 1934
 FG0313_MARK LOGO: CGS   
 FG0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0313
 FG0313  HISTORY     - Date     Condition        Report By
 FG0313  HISTORY     - 1934     MONUMENTED       CGS
 FG0313  HISTORY     - 1967     GOOD             NGS
 FG0313  HISTORY     - 1984     GOOD             NGS
 FG0313  HISTORY     - 1987     GOOD             USPSQD
 FG0313  HISTORY     - 1987     GOOD             USPSQD
 FG0313  HISTORY     - 1988     GOOD             USPSQD
 FG0313  HISTORY     - 1989     GOOD             USPSQD
 FG0313  HISTORY     - 1989     GOOD             USPSQD
 FG0313
 FG0313                          STATION DESCRIPTION
 FG0313
 FG0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0313'IN ATKINS.
 FG0313'IT IS IN THE BRICK WALL OF THE MISSOURI PACIFIC RAILROAD STATION AT
 FG0313'ATKINS, 45 FEET WEST OF THE WEST END OF THE TICKET OFFICE, 21 FEET
 FG0313'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 16 INCHES EAST OF THE
 FG0313'SOUTHWEST CORNER OF THE STATION, 3 FEET ABOVE THE BRICK WALK AND
 FG0313'CEMENTED IN A DRILL HOLE IN THE SOUTH WALL.
 FG0313
 FG0313                          STATION RECOVERY (1984)
 FG0313
 FG0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0313'RECOVERED IN GOOD CONDITION.
 FG0313
 FG0313                          STATION RECOVERY (1987)
 FG0313
 FG0313'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG0313'RECOVERED IN GOOD CONDITION.
 FG0313
 FG0313                          STATION RECOVERY (1987)
 FG0313
 FG0313'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0313'RECOVERED IN GOOD CONDITION.
 FG0313
 FG0313                          STATION RECOVERY (1988)
 FG0313
 FG0313'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0313'RECOVERED IN GOOD CONDITION.
 FG0313
 FG0313                          STATION RECOVERY (1989)
 FG0313
 FG0313'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0313'RECOVERED IN GOOD CONDITION.
 FG0313
 FG0313                          STATION RECOVERY (1989)
 FG0313
 FG0313'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1031 ***********************************************************************
 EJ1031  DESIGNATION -  H 75
 EJ1031  PID         -  EJ1031
 EJ1031  STATE/COUNTY-  AR/GARLAND
 EJ1031  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1031
 EJ1031                         *CURRENT SURVEY CONTROL
 EJ1031  ___________________________________________________________________
 EJ1031* NAD 83(1986)-  34 36 11.     (N)    093 24 06.     (W)     SCALED    
 EJ1031* NAVD 88     -       158.824  (meters)     521.08   (feet)  ADJUSTED  
 EJ1031  ___________________________________________________________________
 EJ1031  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EJ1031  DYNAMIC HT  -         158.665 (meters)     520.55  (feet)  COMP
 EJ1031  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 EJ1031
 EJ1031  VERT ORDER  -  SECOND    CLASS 0
 EJ1031
 EJ1031.The horizontal coordinates were scaled from a topographic map and have
 EJ1031.an estimated accuracy of +/- 6 seconds.
 EJ1031
 EJ1031.The orthometric height was determined by differential leveling
 EJ1031.and adjusted by the National Geodetic Survey in June 1991..
 EJ1031
 EJ1031.The geoid height was determined by GEOID03.
 EJ1031
 EJ1031.The dynamic height is computed by dividing the NAVD 88
 EJ1031.geopotential number by the normal gravity value computed on the
 EJ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1031.degrees latitude (g = 980.6199 gals.).
 EJ1031
 EJ1031.The modeled gravity was interpolated from observed gravity values.
 EJ1031
 EJ1031;                    North         East    Units  Estimated Accuracy
 EJ1031;SPC AR S     -   615,650.      271,440.      MT  (+/- 180 meters Scaled)
 EJ1031
 EJ1031                          SUPERSEDED SURVEY CONTROL
 EJ1031
 EJ1031  NGVD 29 (??/??/92)  158.784  (m)          520.94   (f) ADJ UNCH    2 0
 EJ1031
 EJ1031.Superseded values are not recommended for survey control.
 EJ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1031.See file dsdata.txt to determine how the superseded data were derived.
 EJ1031
 EJ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU631290(NAD 83)
 EJ1031_MARKER: DB = BENCH MARK DISK
 EJ1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1031_STAMPING: H 75 1935
 EJ1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1031+STABILITY: SURFACE MOTION
 EJ1031
 EJ1031  HISTORY     - Date     Condition        Report By
 EJ1031  HISTORY     - 1935     MONUMENTED       CGS
 EJ1031
 EJ1031                          STATION DESCRIPTION
 EJ1031
 EJ1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1031'4.0 MI SW FROM BUCKVILLE.
 EJ1031'4.0 MILES SOUTHWEST ALONG THE WOODVILLE SCHOOL ROAD FROM THE JUNCTION
 EJ1031'OF THE AVANT ROAD AT BUCKVILLE, GARLAND COUNTY, 0.5 MILE NORTHEAST OF
 EJ1031'HOUSLEY FORD ACROSS OUACHITA RIVER, 36 FEET EAST OF THE EAST CORNER OF
 EJ1031'THE CARL MILES TENANT HOUSE, 27.5 FEET NORTHWEST OF THE CENTER LINE OF
 EJ1031'THE ROAD, 13.5 FEET EAST OF A WELL, AND 10 FEET SOUTHWEST OF THE EAST
 EJ1031'CORNER OF A YARD FENCE.  A STANDARD DISK, STAMPED H 75 1935 AND SET IN
 EJ1031'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0786 ***********************************************************************
 FF0786  DESIGNATION -  H 76
 FF0786  PID         -  FF0786
 FF0786  STATE/COUNTY-  AR/POINSETT
 FF0786  USGS QUAD   -  GREENFIELD (1983)
 FF0786
 FF0786                         *CURRENT SURVEY CONTROL
 FF0786  ___________________________________________________________________
 FF0786* NAD 83(1986)-  35 38 11.     (N)    090 42 44.     (W)     SCALED    
 FF0786* NAVD 88     -        75.952  (meters)     249.19   (feet)  ADJUSTED  
 FF0786  ___________________________________________________________________
 FF0786  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF0786  DYNAMIC HT  -          75.886 (meters)     248.97  (feet)  COMP
 FF0786  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FF0786
 FF0786  VERT ORDER  -  SECOND    CLASS 0
 FF0786
 FF0786.The horizontal coordinates were scaled from a topographic map and have
 FF0786.an estimated accuracy of +/- 6 seconds.
 FF0786
 FF0786.The orthometric height was determined by differential leveling
 FF0786.and adjusted by the National Geodetic Survey in June 1991..
 FF0786
 FF0786.The geoid height was determined by GEOID03.
 FF0786
 FF0786.The dynamic height is computed by dividing the NAVD 88
 FF0786.geopotential number by the normal gravity value computed on the
 FF0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0786.degrees latitude (g = 980.6199 gals.).
 FF0786
 FF0786.The modeled gravity was interpolated from observed gravity values.
 FF0786
 FF0786;                    North         East    Units  Estimated Accuracy
 FF0786;SPC AR N     -   145,330.      516,630.      MT  (+/- 180 meters Scaled)
 FF0786
 FF0786                          SUPERSEDED SURVEY CONTROL
 FF0786
 FF0786  NGVD 29 (??/??/??)   75.890  (m)          248.98   (f) ADJUSTED    2 0
 FF0786
 FF0786.Superseded values are not recommended for survey control.
 FF0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0786.See file dsdata.txt to determine how the superseded data were derived.
 FF0786
 FF0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV071460(NAD 83)
 FF0786_MARKER: DB = BENCH MARK DISK
 FF0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0786_STAMPING: H 76 1934
 FF0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0786+STABILITY: SURFACE MOTION
 FF0786
 FF0786  HISTORY     - Date     Condition        Report By
 FF0786  HISTORY     - 1934     MONUMENTED       CGS
 FF0786  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0786
 FF0786                          STATION DESCRIPTION
 FF0786
 FF0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0786'AT GREENFIELD.
 FF0786'5.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0786'STATION AT HARRISBURG, POINSETT COUNTY, ABOUT 60 FEET SOUTHWEST
 FF0786'OF THE SOUTHWEST CORNER OF THE STATION WAITING ROOM AT GREENFIELD,
 FF0786'42 FEET WEST OF THE CENTER OF A ROAD CROSSING, 12 FEET NORTHWEST
 FF0786'OF THE WEST END OF THE CATTLE GUARD, AND 8 FEET NORTH OF THE
 FF0786'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED H 76 1934
 FF0786'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ALL REFERENCE
 FF0786'POINTS MENTIONED IN THE ORIGINAL DESCRIPTION ARE GONE.  THE
 FF0786'ROAD HAS BEEN WIDENED SO THAT MARK WOULD PROBABLY BE UNDER
 FF0786'NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1797 ***********************************************************************
 EH1797  DESIGNATION -  H 77
 EH1797  PID         -  EH1797
 EH1797  STATE/COUNTY-  AR/LINCOLN
 EH1797  USGS QUAD   -  TARRY (1971)
 EH1797
 EH1797                         *CURRENT SURVEY CONTROL
 EH1797  ___________________________________________________________________
 EH1797* NAD 83(1986)-  34 04 52.     (N)    091 50 38.     (W)     SCALED    
 EH1797* NAVD 88     -        62.893  (meters)     206.34   (feet)  ADJUSTED  
 EH1797  ___________________________________________________________________
 EH1797  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 EH1797  DYNAMIC HT  -          62.833 (meters)     206.14  (feet)  COMP
 EH1797  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 EH1797
 EH1797  VERT ORDER  -  SECOND    CLASS 0
 EH1797
 EH1797.The horizontal coordinates were scaled from a topographic map and have
 EH1797.an estimated accuracy of +/- 6 seconds.
 EH1797
 EH1797.The orthometric height was determined by differential leveling
 EH1797.and adjusted by the National Geodetic Survey in June 1991..
 EH1797
 EH1797.The geoid height was determined by GEOID03.
 EH1797
 EH1797.The dynamic height is computed by dividing the NAVD 88
 EH1797.geopotential number by the normal gravity value computed on the
 EH1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1797.degrees latitude (g = 980.6199 gals.).
 EH1797
 EH1797.The modeled gravity was interpolated from observed gravity values.
 EH1797
 EH1797;                    North         East    Units  Estimated Accuracy
 EH1797;SPC AR S     -   556,890.      414,410.      MT  (+/- 180 meters Scaled)
 EH1797
 EH1797                          SUPERSEDED SURVEY CONTROL
 EH1797
 EH1797  NGVD 29 (??/??/??)   62.987  (m)          206.65   (f) ADJUSTED    2 0
 EH1797
 EH1797.Superseded values are not recommended for survey control.
 EH1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1797.See file dsdata.txt to determine how the superseded data were derived.
 EH1797
 EH1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT066717(NAD 83)
 EH1797_MARKER: DB = BENCH MARK DISK
 EH1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1797_STAMPING: H-77 1935
 EH1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1797+STABILITY: SURFACE MOTION
 EH1797
 EH1797  HISTORY     - Date     Condition        Report By
 EH1797  HISTORY     - 1935     MONUMENTED       CGS
 EH1797
 EH1797                          STATION DESCRIPTION
 EH1797
 EH1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1797'10.7 MI N FROM STAR CITY.
 EH1797'10.7 MILES NORTH OF, ALONG ST. HWY. 13 FROM STATION.  ABOUT 1.4 MILES
 EH1797'SOUTH OF JEFFERSON-LINCOLN COUNTY LINE.  66 FEET WEST OF CENTERLINE OF
 EH1797'THE JUNCTION OF ST. HWY. 13 AND A GRADED ROAD THAT LEADS SOUTHWEST. 20
 EH1797'FEET NORTH OF A CLUSTER OF SMALL SWEET GUM TREES. TABLET SET IN
 EH1797'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0941 ***********************************************************************
 EJ0941  DESIGNATION -  H 78
 EJ0941  PID         -  EJ0941
 EJ0941  STATE/COUNTY-  AR/SALINE
 EJ0941  USGS QUAD   -  LONSDALE (1984)
 EJ0941
 EJ0941                         *CURRENT SURVEY CONTROL
 EJ0941  ___________________________________________________________________
 EJ0941* NAD 83(1986)-  34 34 03.     (N)    092 45 22.     (W)     SCALED    
 EJ0941* NAVD 88     -       127.499  (meters)     418.30   (feet)  ADJUSTED  
 EJ0941  ___________________________________________________________________
 EJ0941  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0941  DYNAMIC HT  -         127.378 (meters)     417.91  (feet)  COMP
 EJ0941  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 EJ0941
 EJ0941  VERT ORDER  -  SECOND    CLASS 0
 EJ0941
 EJ0941.The horizontal coordinates were scaled from a topographic map and have
 EJ0941.an estimated accuracy of +/- 6 seconds.
 EJ0941
 EJ0941.The orthometric height was determined by differential leveling
 EJ0941.and adjusted by the National Geodetic Survey in June 1991..
 EJ0941
 EJ0941.The geoid height was determined by GEOID03.
 EJ0941
 EJ0941.The dynamic height is computed by dividing the NAVD 88
 EJ0941.geopotential number by the normal gravity value computed on the
 EJ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0941.degrees latitude (g = 980.6199 gals.).
 EJ0941
 EJ0941.The modeled gravity was interpolated from observed gravity values.
 EJ0941
 EJ0941;                    North         East    Units  Estimated Accuracy
 EJ0941;SPC AR S     -   611,090.      330,620.      MT  (+/- 180 meters Scaled)
 EJ0941
 EJ0941                          SUPERSEDED SURVEY CONTROL
 EJ0941
 EJ0941  NGVD 29 (??/??/92)  127.513  (m)          418.35   (f) ADJ UNCH    2 0
 EJ0941
 EJ0941.Superseded values are not recommended for survey control.
 EJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0941.See file dsdata.txt to determine how the superseded data were derived.
 EJ0941
 EJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU223251(NAD 83)
 EJ0941_MARKER: DB = BENCH MARK DISK
 EJ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0941_STAMPING: H 78 1935
 EJ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0941+STABILITY: SURFACE MOTION
 EJ0941
 EJ0941  HISTORY     - Date     Condition        Report By
 EJ0941  HISTORY     - 1935     MONUMENTED       CGS
 EJ0941  HISTORY     - 19980425 GOOD             USPSQD
 EJ0941
 EJ0941                          STATION DESCRIPTION
 EJ0941
 EJ0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0941'4.3 MI NE FROM LONSDALE.
 EJ0941'4.3 MILES NORTHEAST ALONG THE COUNTY ROAD FROM THE MISSOURI PACIFIC
 EJ0941'RAILROAD STATION AT LONSDALE, SALINE COUNTY, 41 FEET EAST OF THE
 EJ0941'CENTERLINE OF THE ROAD, 20.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EJ0941'THE H.L. WARFORD FARMHOUSE, AND 1.1 FEET NORTH OF A POINT 14.1 FEET
 EJ0941'EAST OF THE NORTHWEST CORNER OF THE YARD FENCE.  A STANDARD DISK,
 EJ0941'STAMPED H 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0941
 EJ0941                          STATION RECOVERY (1998)
 EJ0941
 EJ0941'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0656 ***********************************************************************
 EJ0656  DESIGNATION -  H 79
 EJ0656  PID         -  EJ0656
 EJ0656  STATE/COUNTY-  AR/SALINE
 EJ0656  USGS QUAD   -  TRASKWOOD (1984)
 EJ0656
 EJ0656                         *CURRENT SURVEY CONTROL
 EJ0656  ___________________________________________________________________
 EJ0656* NAD 83(1986)-  34 27 00.     (N)    092 39 20.     (W)     SCALED    
 EJ0656* NAVD 88     -        89.253  (meters)     292.82   (feet)  ADJUSTED  
 EJ0656  ___________________________________________________________________
 EJ0656  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ0656  DYNAMIC HT  -          89.168 (meters)     292.55  (feet)  COMP
 EJ0656  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 EJ0656
 EJ0656  VERT ORDER  -  SECOND    CLASS 0
 EJ0656
 EJ0656.The horizontal coordinates were scaled from a topographic map and have
 EJ0656.an estimated accuracy of +/- 6 seconds.
 EJ0656
 EJ0656.The orthometric height was determined by differential leveling
 EJ0656.and adjusted by the National Geodetic Survey in June 1991..
 EJ0656
 EJ0656.The geoid height was determined by GEOID03.
 EJ0656
 EJ0656.The dynamic height is computed by dividing the NAVD 88
 EJ0656.geopotential number by the normal gravity value computed on the
 EJ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0656.degrees latitude (g = 980.6199 gals.).
 EJ0656
 EJ0656.The modeled gravity was interpolated from observed gravity values.
 EJ0656
 EJ0656;                    North         East    Units  Estimated Accuracy
 EJ0656;SPC AR S     -   597,990.      339,760.      MT  (+/- 180 meters Scaled)
 EJ0656
 EJ0656                          SUPERSEDED SURVEY CONTROL
 EJ0656
 EJ0656  NGVD 29 (??/??/92)   89.261  (m)          292.85   (f) ADJ UNCH    2 0
 EJ0656
 EJ0656.Superseded values are not recommended for survey control.
 EJ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0656.See file dsdata.txt to determine how the superseded data were derived.
 EJ0656
 EJ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU316121(NAD 83)
 EJ0656_MARKER: DB = BENCH MARK DISK
 EJ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0656_STAMPING: H-79 1935
 EJ0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0656+STABILITY: SURFACE MOTION
 EJ0656
 EJ0656  HISTORY     - Date     Condition        Report By
 EJ0656  HISTORY     - 1935     MONUMENTED       CGS
 EJ0656  HISTORY     - 1941     GOOD             NGS
 EJ0656
 EJ0656                          STATION DESCRIPTION
 EJ0656
 EJ0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0656'IN TRASKWOOD.
 EJ0656'ABOUT 115 FT. WEST OF CENTERLINE OF MISSOURI PACIFIC R.R.  7.57 FT.
 EJ0656'WEST OF WEST SIDE OF MISSOURI PACIFIC R.R. STATION.  45.3 FEET EAST OF
 EJ0656'NORTHEAST CORNER OF J.C. GRAHAMS RESIDENCE.  7.8 FT. SOUTH OF
 EJ0656'SOUTHEAST CORNER OF WINTERS BROS. STORE.  1 FT. EAST OF YARD FENCE
 EJ0656'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.  NOTE--
 EJ0656'MARK IS NOW STAMPED 292.850 H 79 1935.
 EJ0656
 EJ0656                          STATION RECOVERY (1941)
 EJ0656
 EJ0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 EJ0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1309 ***********************************************************************
 FF1309  DESIGNATION -  H 8
 FF1309  PID         -  FF1309
 FF1309  STATE/COUNTY-  AR/WHITE
 FF1309  USGS QUAD   -  JUDSONIA (1994)
 FF1309
 FF1309                         *CURRENT SURVEY CONTROL
 FF1309  ___________________________________________________________________
 FF1309* NAD 83(1986)-  35 15 01.     (N)    091 44 16.     (W)     SCALED    
 FF1309* NAVD 88     -        80.529  (meters)     264.20   (feet)  ADJUSTED  
 FF1309  ___________________________________________________________________
 FF1309  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1309  DYNAMIC HT  -          80.456 (meters)     263.96  (feet)  COMP
 FF1309  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FF1309
 FF1309  VERT ORDER  -  FIRST     CLASS II
 FF1309
 FF1309.The horizontal coordinates were scaled from a topographic map and have
 FF1309.an estimated accuracy of +/- 6 seconds.
 FF1309
 FF1309.The orthometric height was determined by differential leveling
 FF1309.and adjusted by the National Geodetic Survey in June 1991..
 FF1309
 FF1309.The geoid height was determined by GEOID03.
 FF1309
 FF1309.The dynamic height is computed by dividing the NAVD 88
 FF1309.geopotential number by the normal gravity value computed on the
 FF1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1309.degrees latitude (g = 980.6199 gals.).
 FF1309
 FF1309.The modeled gravity was interpolated from observed gravity values.
 FF1309
 FF1309;                    North         East    Units  Estimated Accuracy
 FF1309;SPC AR N     -   101,760.      423,860.      MT  (+/- 180 meters Scaled)
 FF1309
 FF1309                          SUPERSEDED SURVEY CONTROL
 FF1309
 FF1309  NGVD 29 (??/??/??)   80.479  (m)          264.04   (f) ADJUSTED    1 2
 FF1309
 FF1309.Superseded values are not recommended for survey control.
 FF1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1309.See file dsdata.txt to determine how the superseded data were derived.
 FF1309
 FF1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV148015(NAD 83)
 FF1309_MARKER: DB = BENCH MARK DISK
 FF1309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1309_SP_SET: BRIDGE
 FF1309_STAMPING: H 8 1931 264.038
 FF1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1309+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 FF1309
 FF1309  HISTORY     - Date     Condition        Report By
 FF1309  HISTORY     - 1931     MONUMENTED       CGS
 FF1309  HISTORY     - 1955     GOOD             CGS
 FF1309  HISTORY     - 1988     GOOD             USPSQD
 FF1309  HISTORY     - 1990     GOOD             USPSQD
 FF1309  HISTORY     - 20030731 GOOD             USACE
 FF1309
 FF1309                          STATION DESCRIPTION
 FF1309
 FF1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1309'AT SEARCY.
 FF1309'IN CLEBURNE COUNTY, MONTANA, ABOUT 3.6 MILES NORTH ALONG THE
 FF1309'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT
 FF1309'PARKMAN, SHERIDAN COUNTY, WYOMING, AT CONCRETE BRIDGE 727.67,
 FF1309'IN THE WEST END OF THE SOUTH ABUTMENT, AND ABOUT 9 FEET WEST
 FF1309'OF THE CENTER LINE OF THE TRACK.   NOTE-- AT
 FF1309'SEARCY, AT THE EAST ENTRANCE TO THE COURTHOUSE, SET IN THE TOP
 FF1309'OF THE NORTH END OF A CONCRETE STEP, 0.7 FOOT SOUTH OF A PILLAR.
 FF1309
 FF1309                          STATION RECOVERY (1988)
 FF1309
 FF1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1309'RECOVERED IN GOOD CONDITION.
 FF1309
 FF1309                          STATION RECOVERY (1990)
 FF1309
 FF1309'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1309'RECOVERED IN GOOD CONDITION.
 FF1309
 FF1309                          STATION RECOVERY (2003)
 FF1309
 FF1309'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1309'MARK IS 0.5 FEET NORTH OF HANDICAP RAMP, IN STEP AT COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0569 ***********************************************************************
 EJ0569  DESIGNATION -  H 80
 EJ0569  PID         -  EJ0569
 EJ0569  STATE/COUNTY-  AR/GRANT
 EJ0569  USGS QUAD   -  PRAGUE (1984)
 EJ0569
 EJ0569                         *CURRENT SURVEY CONTROL
 EJ0569  ___________________________________________________________________
 EJ0569* NAD 83(1986)-  34 17 57.     (N)    092 21 53.     (W)     SCALED    
 EJ0569* NAVD 88     -        69.007  (meters)     226.40   (feet)  ADJUSTED  
 EJ0569  ___________________________________________________________________
 EJ0569  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EJ0569  DYNAMIC HT  -          68.941 (meters)     226.18  (feet)  COMP
 EJ0569  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 EJ0569
 EJ0569  VERT ORDER  -  SECOND    CLASS 0
 EJ0569
 EJ0569.The horizontal coordinates were scaled from a topographic map and have
 EJ0569.an estimated accuracy of +/- 6 seconds.
 EJ0569
 EJ0569.The orthometric height was determined by differential leveling
 EJ0569.and adjusted by the National Geodetic Survey in June 1991..
 EJ0569
 EJ0569.The geoid height was determined by GEOID03.
 EJ0569
 EJ0569.The dynamic height is computed by dividing the NAVD 88
 EJ0569.geopotential number by the normal gravity value computed on the
 EJ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0569.degrees latitude (g = 980.6199 gals.).
 EJ0569
 EJ0569.The modeled gravity was interpolated from observed gravity values.
 EJ0569
 EJ0569;                    North         East    Units  Estimated Accuracy
 EJ0569;SPC AR S     -   581,130.      366,430.      MT  (+/- 180 meters Scaled)
 EJ0569
 EJ0569                          SUPERSEDED SURVEY CONTROL
 EJ0569
 EJ0569  NGVD 29 (??/??/92)   69.062  (m)          226.58   (f) ADJ UNCH    2 0
 EJ0569
 EJ0569.Superseded values are not recommended for survey control.
 EJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0569.See file dsdata.txt to determine how the superseded data were derived.
 EJ0569
 EJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT584955(NAD 83)
 EJ0569_MARKER: DB = BENCH MARK DISK
 EJ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0569_STAMPING: H 80 1935
 EJ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0569+STABILITY: SURFACE MOTION
 EJ0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0569+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 EJ0569
 EJ0569  HISTORY     - Date     Condition        Report By
 EJ0569  HISTORY     - 1935     MONUMENTED       CGS
 EJ0569  HISTORY     - 1937     GOOD             ARGS
 EJ0569  HISTORY     - 1964     MARK NOT FOUND   USGS
 EJ0569  HISTORY     - 20050901 GOOD             ARHD
 EJ0569
 EJ0569                          STATION DESCRIPTION
 EJ0569
 EJ0569'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0569'2.0 MI SE FROM SHERIDAN.
 EJ0569'2.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0569'STATION AT SHERIDAN 21 FEET NORTHWEST OF POLE 392+05, 44.5 FEET NORTH
 EJ0569'OF THE NORTH RAIL, 75 FEET NORTHEAST OF DIRT-ROAD CROSSING, 2 FEET
 EJ0569'SOUTH OF RIGHT-OF-WAY FENCE, 10 FEET SOUTHWEST OF 15-INCH BLACK GUM
 EJ0569'TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 EJ0569
 EJ0569                          STATION RECOVERY (1964)
 EJ0569
 EJ0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EJ0569'MARK NOT FOUND.
 EJ0569
 EJ0569                          STATION RECOVERY (2005)
 EJ0569
 EJ0569'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 EJ0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1033 ***********************************************************************
 EH1033  DESIGNATION -  H 82
 EH1033  PID         -  EH1033
 EH1033  STATE/COUNTY-  AR/ST FRANCIS
 EH1033  USGS QUAD   -  HAYNES (1992)
 EH1033
 EH1033                         *CURRENT SURVEY CONTROL
 EH1033  ___________________________________________________________________
 EH1033* NAD 83(1986)-  34 58 42.     (N)    090 47 25.     (W)     SCALED    
 EH1033* NAVD 88     -        73.423  (meters)     240.89   (feet)  ADJUSTED  
 EH1033  ___________________________________________________________________
 EH1033  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH1033  DYNAMIC HT  -          73.356 (meters)     240.67  (feet)  COMP
 EH1033  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 EH1033
 EH1033  VERT ORDER  -  SECOND    CLASS 0
 EH1033
 EH1033.The horizontal coordinates were scaled from a topographic map and have
 EH1033.an estimated accuracy of +/- 6 seconds.
 EH1033
 EH1033.The orthometric height was determined by differential leveling
 EH1033.and adjusted by the National Geodetic Survey in June 1991..
 EH1033
 EH1033.The geoid height was determined by GEOID03.
 EH1033
 EH1033.The dynamic height is computed by dividing the NAVD 88
 EH1033.geopotential number by the normal gravity value computed on the
 EH1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1033.degrees latitude (g = 980.6199 gals.).
 EH1033
 EH1033.The modeled gravity was interpolated from observed gravity values.
 EH1033
 EH1033;                    North         East    Units  Estimated Accuracy
 EH1033;SPC AR N     -    72,240.      510,460.      MT  (+/- 180 meters Scaled)
 EH1033
 EH1033                          SUPERSEDED SURVEY CONTROL
 EH1033
 EH1033  NGVD 29 (??/??/??)   73.410  (m)          240.85   (f) ADJUSTED    2 0
 EH1033
 EH1033.Superseded values are not recommended for survey control.
 EH1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1033.See file dsdata.txt to determine how the superseded data were derived.
 EH1033
 EH1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017728(NAD 83)
 EH1033_MARKER: DB = BENCH MARK DISK
 EH1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1033_STAMPING: H-82 1935
 EH1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1033+STABILITY: SURFACE MOTION
 EH1033
 EH1033  HISTORY     - Date     Condition        Report By
 EH1033  HISTORY     - 1935     MONUMENTED       CGS
 EH1033  HISTORY     - 20030403 MARK NOT FOUND   USACE
 EH1033
 EH1033                          STATION DESCRIPTION
 EH1033
 EH1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1033'2 MI N FROM BONAIR.
 EH1033'155 FEET SOUTH OF SOUTH END OF WOODEN RAILROAD TRESTLE NO. 1355B. 120
 EH1033'FEET NORTHWEST OF M.P. 298.  120 FEET SOUTH OF CENTERLINE OF EAST-WEST
 EH1033'DIRT ROAD CROSSING.  24 FEET WEST OF CENTERLINE OF M.P.R.R., 3 FEET
 EH1033'EAST OF TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1033
 EH1033                          STATION RECOVERY (2003)
 EH1033
 EH1033'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1033'AREA IS NOW PROPERTY OF ARKANSAS PRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0996 ***********************************************************************
 DK0996  DESIGNATION -  H 83
 DK0996  PID         -  DK0996
 DK0996  STATE/COUNTY-  AR/DREW
 DK0996  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0996
 DK0996                         *CURRENT SURVEY CONTROL
 DK0996  ___________________________________________________________________
 DK0996* NAD 83(1986)-  33 31 36.     (N)    091 28 04.     (W)     SCALED    
 DK0996* NAVD 88     -        41.703  (meters)     136.82   (feet)  ADJUSTED  
 DK0996  ___________________________________________________________________
 DK0996  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DK0996  DYNAMIC HT  -          41.660 (meters)     136.68  (feet)  COMP
 DK0996  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 DK0996
 DK0996  VERT ORDER  -  SECOND    CLASS 0
 DK0996
 DK0996.The horizontal coordinates were scaled from a topographic map and have
 DK0996.an estimated accuracy of +/- 6 seconds.
 DK0996
 DK0996.The orthometric height was determined by differential leveling
 DK0996.and adjusted by the National Geodetic Survey in June 1991..
 DK0996
 DK0996.The geoid height was determined by GEOID03.
 DK0996
 DK0996.The dynamic height is computed by dividing the NAVD 88
 DK0996.geopotential number by the normal gravity value computed on the
 DK0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0996.degrees latitude (g = 980.6199 gals.).
 DK0996
 DK0996.The modeled gravity was interpolated from observed gravity values.
 DK0996
 DK0996;                    North         East    Units  Estimated Accuracy
 DK0996;SPC AR S     -   495,510.      449,440.      MT  (+/- 180 meters Scaled)
 DK0996
 DK0996                          SUPERSEDED SURVEY CONTROL
 DK0996
 DK0996  NGVD 29 (??/??/??)   41.815  (m)          137.19   (f) ADJUSTED    2 0
 DK0996
 DK0996.Superseded values are not recommended for survey control.
 DK0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0996.See file dsdata.txt to determine how the superseded data were derived.
 DK0996
 DK0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT422107(NAD 83)
 DK0996_MARKER: DB = BENCH MARK DISK
 DK0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0996_STAMPING: H 83 1935
 DK0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0996+STABILITY: SURFACE MOTION
 DK0996
 DK0996  HISTORY     - Date     Condition        Report By
 DK0996  HISTORY     - 1935     MONUMENTED       CGS
 DK0996  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK0996  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK0996
 DK0996                          STATION DESCRIPTION
 DK0996
 DK0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0996'2.1 MI W FROM DERMOTT.
 DK0996'IN DREW COUNTY, 2.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 DK0996'FROM THE STATION AT DERMOTT, CHICOT COUNTY, 76 YARDS WEST OF MILEPOST
 DK0996'424+20, 45 FEET EAST OF THE CENTER OF A DIRT-ROAD CROSSING, 40.4 FEET
 DK0996'NORTH OF THE CENTERLINE OF THE TRACK, AND 5.5 FEET EAST OF POLE 700. A
 DK0996'STANDARD DISK, STAMPED H 83 1935 AND SET IN THE TOP OF A CONCRETE
 DK0996'POST.
 DK0996
 DK0996                          STATION RECOVERY (1978)
 DK0996
 DK0996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK0996'MARK NOT FOUND.
 DK0996
 DK0996                          STATION RECOVERY (1978)
 DK0996
 DK0996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0361 ***********************************************************************
 EJ0361  DESIGNATION -  H 84
 EJ0361  PID         -  EJ0361
 EJ0361  STATE/COUNTY-  AR/SALINE
 EJ0361  USGS QUAD   -  SPRING LAKE (1987)
 EJ0361
 EJ0361                         *CURRENT SURVEY CONTROL
 EJ0361  ___________________________________________________________________
 EJ0361* NAD 83(1986)-  34 34 03.     (N)    092 20 09.     (W)     SCALED    
 EJ0361* NAVD 88     -        88.323  (meters)     289.77   (feet)  ADJUSTED  
 EJ0361  ___________________________________________________________________
 EJ0361  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ0361  DYNAMIC HT  -          88.239 (meters)     289.50  (feet)  COMP
 EJ0361  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 EJ0361
 EJ0361  VERT ORDER  -  SECOND    CLASS 0
 EJ0361
 EJ0361.The horizontal coordinates were scaled from a topographic map and have
 EJ0361.an estimated accuracy of +/- 6 seconds.
 EJ0361
 EJ0361.The orthometric height was determined by differential leveling
 EJ0361.and adjusted by the National Geodetic Survey in June 1991..
 EJ0361
 EJ0361.The geoid height was determined by GEOID03.
 EJ0361
 EJ0361.The dynamic height is computed by dividing the NAVD 88
 EJ0361.geopotential number by the normal gravity value computed on the
 EJ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0361.degrees latitude (g = 980.6199 gals.).
 EJ0361
 EJ0361.The modeled gravity was interpolated from observed gravity values.
 EJ0361
 EJ0361;                    North         East    Units  Estimated Accuracy
 EJ0361;SPC AR S     -   610,880.      369,180.      MT  (+/- 180 meters Scaled)
 EJ0361
 EJ0361                          SUPERSEDED SURVEY CONTROL
 EJ0361
 EJ0361  NGVD 29 (??/??/92)   88.371  (m)          289.93   (f) ADJ UNCH    2 0
 EJ0361
 EJ0361.Superseded values are not recommended for survey control.
 EJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0361.See file dsdata.txt to determine how the superseded data were derived.
 EJ0361
 EJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU609252(NAD 83)
 EJ0361_MARKER: DB = BENCH MARK DISK
 EJ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0361_STAMPING: H 84 1935
 EJ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0361+STABILITY: SURFACE MOTION
 EJ0361
 EJ0361  HISTORY     - Date     Condition        Report By
 EJ0361  HISTORY     - 1935     MONUMENTED       CGS
 EJ0361  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0361
 EJ0361                          STATION DESCRIPTION
 EJ0361
 EJ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0361'12.8 MI S FROM LITTLE ROCK.
 EJ0361'IN SALINE COUNTY, 12.8 MILES SOUTH ALONG U.S. HIGHWAY 167 FROM THE
 EJ0361'BIDDLE SHOPS OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT
 EJ0361'LITTLE ROCK, PULASKI COUNTY, 84 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EJ0361'OF A ONEROOM FRAMEHOUSE, 30.4 FEET NORTHWEST OF THE CENTER OF THE
 EJ0361'JUNCTION OF A DIRT ROAD LEADING EAST, 24.6 FEET WEST OF THE CENTERLINE
 EJ0361'OF THE HIGHWAY, AND 7.8 FEET NORTH OF THE SOUTHEAST CORNER OF A FENCE.
 EJ0361'A STANDARD DISK, STAMPED H 84 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0361'POST.
 EJ0361
 EJ0361                          STATION RECOVERY (1984)
 EJ0361
 EJ0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RPS)
 EJ0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0893 ***********************************************************************
 DK0893  DESIGNATION -  H 85
 DK0893  PID         -  DK0893
 DK0893  STATE/COUNTY-  AR/ARKANSAS
 DK0893  USGS QUAD   -  DUMAS (1969)
 DK0893
 DK0893                         *CURRENT SURVEY CONTROL
 DK0893  ___________________________________________________________________
 DK0893* NAD 83(1986)-  33 58 56.     (N)    091 22 47.     (W)     SCALED    
 DK0893* NAVD 88     -        52.094  (meters)     170.91   (feet)  ADJUSTED  
 DK0893  ___________________________________________________________________
 DK0893  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK0893  DYNAMIC HT  -          52.043 (meters)     170.74  (feet)  COMP
 DK0893  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 DK0893
 DK0893  VERT ORDER  -  SECOND    CLASS 0
 DK0893
 DK0893.The horizontal coordinates were scaled from a topographic map and have
 DK0893.an estimated accuracy of +/- 6 seconds.
 DK0893
 DK0893.The orthometric height was determined by differential leveling
 DK0893.and adjusted by the National Geodetic Survey in June 1991..
 DK0893
 DK0893.The geoid height was determined by GEOID03.
 DK0893
 DK0893.The dynamic height is computed by dividing the NAVD 88
 DK0893.geopotential number by the normal gravity value computed on the
 DK0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0893.degrees latitude (g = 980.6199 gals.).
 DK0893
 DK0893.The modeled gravity was interpolated from observed gravity values.
 DK0893
 DK0893;                    North         East    Units  Estimated Accuracy
 DK0893;SPC AR S     -   546,090.      457,310.      MT  (+/- 180 meters Scaled)
 DK0893
 DK0893                          SUPERSEDED SURVEY CONTROL
 DK0893
 DK0893  NGVD 29 (??/??/??)   52.236  (m)          171.38   (f) ADJUSTED    2 0
 DK0893
 DK0893.Superseded values are not recommended for survey control.
 DK0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0893.See file dsdata.txt to determine how the superseded data were derived.
 DK0893
 DK0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT496613(NAD 83)
 DK0893_MARKER: DB = BENCH MARK DISK
 DK0893_SETTING: 0 = UNSPECIFIED SETTING
 DK0893_STAMPING: H-85 1935
 DK0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0893
 DK0893  HISTORY     - Date     Condition        Report By
 DK0893  HISTORY     - 1935     MONUMENTED       CGS
 DK0893  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0893
 DK0893                          STATION DESCRIPTION
 DK0893
 DK0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0893'11.4 MI S FROM GILLETT.
 DK0893'11.4 MILES SOUTH OF, ALONG ST. HWY. 1, FROM RY. STATION.  ON ARKANSAS
 DK0893'STATE HIGHWAY NO. 1, AT CROSS FERRY LANDING, ON NORTH BANK OF ARKANSAS
 DK0893'RIVER.  WEST OF POINT OPPOSITE END OF TRANSVERSE LEVEE ON SOUTH SIDE
 DK0893'OF RIVER.  200 FEET SOUTHEAST OF SAWDUST PILE OF MILL.  25 FEET EAST
 DK0893'OF CENTERLINE OF DIRT ROAD LEADING DOWN TO FERRY LANDING. 18 FEET
 DK0893'NORTH OF BANK.  IN SMALL CLUMP OF TREES.
 DK0893
 DK0893                          STATION RECOVERY (1955)
 DK0893
 DK0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0170 ***********************************************************************
 FF0170  DESIGNATION -  H 86
 FF0170  PID         -  FF0170
 FF0170  STATE/COUNTY-  AR/CRITTENDEN
 FF0170  USGS QUAD   -  EARLE (1992)
 FF0170
 FF0170                         *CURRENT SURVEY CONTROL
 FF0170  ___________________________________________________________________
 FF0170* NAD 83(1986)-  35 16 05.     (N)    090 23 51.     (W)     SCALED    
 FF0170* NAVD 88     -        66.040  (meters)     216.67   (feet)  POSTED    
 FF0170  ___________________________________________________________________
 FF0170  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0170  DYNAMIC HT  -          65.980 (meters)     216.47  (feet)  COMP
 FF0170  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FF0170
 FF0170  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0170
 FF0170.The horizontal coordinates were scaled from a topographic map and have
 FF0170.an estimated accuracy of +/- 6 seconds.
 FF0170
 FF0170.The orthometric height was determined by differential leveling
 FF0170.and adjusted by the National Geodetic Survey in 1992..
 FF0170.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0170.rate of 1.1 thru 2.0 mm/km.
 FF0170
 FF0170.The geoid height was determined by GEOID03.
 FF0170
 FF0170.The dynamic height is computed by dividing the NAVD 88
 FF0170.geopotential number by the normal gravity value computed on the
 FF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0170.degrees latitude (g = 980.6199 gals.).
 FF0170
 FF0170.The modeled gravity was interpolated from observed gravity values.
 FF0170
 FF0170;                    North         East    Units  Estimated Accuracy
 FF0170;SPC AR N     -   104,890.      545,800.      MT  (+/- 180 meters Scaled)
 FF0170
 FF0170                          SUPERSEDED SURVEY CONTROL
 FF0170
 FF0170  NGVD 29 (??/??/??)   66.038  (m)          216.66   (f) ADJUSTED    2 0
 FF0170
 FF0170.Superseded values are not recommended for survey control.
 FF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0170.See file dsdata.txt to determine how the superseded data were derived.
 FF0170
 FF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV367058(NAD 83)
 FF0170_MARKER: DB = BENCH MARK DISK
 FF0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0170_STAMPING: H 86 1935
 FF0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0170+STABILITY: SURFACE MOTION
 FF0170
 FF0170  HISTORY     - Date     Condition        Report By
 FF0170  HISTORY     - 1935     MONUMENTED       CGS
 FF0170  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0170
 FF0170                          STATION DESCRIPTION
 FF0170
 FF0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0170'4.1 MI E FROM EARLE.
 FF0170'4.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0170'STATION AT EARLE, CRITTENDEN COUNTY, 85 FEET SOUTHEAST OF THE
 FF0170'THIRD POLE EAST OF MILEPOST 356, 190 FEET NORTHWEST OF A ROAD
 FF0170'CROSSING, 41.8 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 FF0170'17 FEET SOUTHWEST OF A POWER-TRANSMISSION LINE POLE, 7.5 FEET
 FF0170'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 8 FEET LOWER THAN THE
 FF0170'TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 86 1935 AND SET IN
 FF0170'THE TOP OF A CONCRETE POST.
 FF0170
 FF0170                          STATION RECOVERY (1974)
 FF0170
 FF0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1273 ***********************************************************************
 EH1273  DESIGNATION -  H 87
 EH1273  PID         -  EH1273
 EH1273  STATE/COUNTY-  AR/PRAIRIE
 EH1273  USGS QUAD   -  DES ARC EAST (1968)
 EH1273
 EH1273                         *CURRENT SURVEY CONTROL
 EH1273  ___________________________________________________________________
 EH1273* NAD 83(1986)-  34 57 45.     (N)    091 29 30.     (W)     SCALED    
 EH1273* NAVD 88     -        60.352  (meters)     198.00   (feet)  ADJUSTED  
 EH1273  ___________________________________________________________________
 EH1273  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EH1273  DYNAMIC HT  -          60.296 (meters)     197.82  (feet)  COMP
 EH1273  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 EH1273
 EH1273  VERT ORDER  -  SECOND    CLASS 0
 EH1273
 EH1273.The horizontal coordinates were scaled from a topographic map and have
 EH1273.an estimated accuracy of +/- 6 seconds.
 EH1273
 EH1273.The orthometric height was determined by differential leveling
 EH1273.and adjusted by the National Geodetic Survey in June 1991..
 EH1273
 EH1273.The geoid height was determined by GEOID03.
 EH1273
 EH1273.The dynamic height is computed by dividing the NAVD 88
 EH1273.geopotential number by the normal gravity value computed on the
 EH1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1273.degrees latitude (g = 980.6199 gals.).
 EH1273
 EH1273.The modeled gravity was interpolated from observed gravity values.
 EH1273
 EH1273;                    North         East    Units  Estimated Accuracy
 EH1273;SPC AR S     -   654,770.      446,430.      MT  (+/- 180 meters Scaled)
 EH1273
 EH1273                          SUPERSEDED SURVEY CONTROL
 EH1273
 EH1273  NGVD 29 (??/??/??)   60.347  (m)          197.99   (f) ADJUSTED    2 0
 EH1273
 EH1273.Superseded values are not recommended for survey control.
 EH1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1273.See file dsdata.txt to determine how the superseded data were derived.
 EH1273
 EH1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU377699(NAD 83)
 EH1273_MARKER: DB = BENCH MARK DISK
 EH1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1273_STAMPING: H-87 1935
 EH1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1273+STABILITY: SURFACE MOTION
 EH1273
 EH1273  HISTORY     - Date     Condition        Report By
 EH1273  HISTORY     - 1935     MONUMENTED       CGS
 EH1273
 EH1273                          STATION DESCRIPTION
 EH1273
 EH1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1273'1 MI S FROM DES ARC.
 EH1273'1 MILE SOUTH OF, ALONG C.R.I. AND P. RY. FROM STATION. 76 FEET WEST OF
 EH1273'POLE 12-15.  63 FEET SOUTHWEST OF INTERSECTION OF CENTERLINES OF
 EH1273'RAILROAD AND GRADE CROSSING.  42.7 FEET WEST OF RAILROAD CENTERLINE.
 EH1273'36 FEET SOUTH OF FENCE CORNER AT THE WEST SIDE OF RAILROAD. 1.5 FT.
 EH1273'EAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0251 ***********************************************************************
 EK0251  DESIGNATION -  H 88
 EK0251  PID         -  EK0251
 EK0251  STATE/COUNTY-  AR/SEVIER
 EK0251  USGS QUAD   -  DIERKS (1966)
 EK0251
 EK0251                         *CURRENT SURVEY CONTROL
 EK0251  ___________________________________________________________________
 EK0251* NAD 83(1986)-  34 05 46.     (N)    094 05 38.     (W)     SCALED    
 EK0251* NAVD 88     -       115.114  (meters)     377.67   (feet)  ADJUSTED  
 EK0251  ___________________________________________________________________
 EK0251  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 EK0251  DYNAMIC HT  -         114.997 (meters)     377.29  (feet)  COMP
 EK0251  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 EK0251
 EK0251  VERT ORDER  -  SECOND    CLASS 0
 EK0251
 EK0251.The horizontal coordinates were scaled from a topographic map and have
 EK0251.an estimated accuracy of +/- 6 seconds.
 EK0251
 EK0251.The orthometric height was determined by differential leveling
 EK0251.and adjusted by the National Geodetic Survey in June 1991..
 EK0251
 EK0251.The geoid height was determined by GEOID03.
 EK0251
 EK0251.The dynamic height is computed by dividing the NAVD 88
 EK0251.geopotential number by the normal gravity value computed on the
 EK0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0251.degrees latitude (g = 980.6199 gals.).
 EK0251
 EK0251.The modeled gravity was interpolated from observed gravity values.
 EK0251
 EK0251;                    North         East    Units  Estimated Accuracy
 EK0251;SPC AR S     -   560,520.      206,800.      MT  (+/- 180 meters Scaled)
 EK0251
 EK0251                          SUPERSEDED SURVEY CONTROL
 EK0251
 EK0251  NGVD 29 (??/??/92)  115.089  (m)          377.59   (f) ADJ UNCH    2 0
 EK0251
 EK0251.Superseded values are not recommended for survey control.
 EK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0251.See file dsdata.txt to determine how the superseded data were derived.
 EK0251
 EK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT990733(NAD 83)
 EK0251_MARKER: DB = BENCH MARK DISK
 EK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0251_STAMPING: H-88 1935
 EK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0251+STABILITY: SURFACE MOTION
 EK0251
 EK0251  HISTORY     - Date     Condition        Report By
 EK0251  HISTORY     - 1935     MONUMENTED       CGS
 EK0251  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0251
 EK0251                          STATION DESCRIPTION
 EK0251
 EK0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0251'5.6 MI SW FROM DIERKS.
 EK0251'5.6 MILES SOUTHWEST OF, ALONG U.S. HWY. 70, FROM HIGH SCHOOL, ABOUT
 EK0251'.7 MILE EAST OF JUNCTION OF LADD CROSSING ROAD, ABOUT .6 MILE
 EK0251'WEST OF SEVIER-HOWARD COUNTY LINE, AT TURN IN HIGHWAY, 52.3 FEET
 EK0251'WEST OF TELEPHONE POLE AT SOUTH SIDE OF HIGHWAY, 43 FEET EAST OF
 EK0251'FIELD GATE AT TURN IN HIGHWAY, 34.5 FEET SOUTH OF HIGHWAY
 EK0251'CENTERLINE, 2.5 FT. NORTH OF PROPERTY-LINE FENCE.  TABLET SET IN
 EK0251'TOP OF PRECAST CONCRETE POST.
 EK0251
 EK0251                          STATION RECOVERY (1962)
 EK0251
 EK0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1444 ***********************************************************************
 EJ1444  DESIGNATION -  H 89
 EJ1444  PID         -  EJ1444
 EJ1444  STATE/COUNTY-  AR/PIKE
 EJ1444  USGS QUAD   -  LANGLEY (1980)
 EJ1444
 EJ1444                         *CURRENT SURVEY CONTROL
 EJ1444  ___________________________________________________________________
 EJ1444* NAD 83(1986)-  34 18 17.     (N)    093 52 03.     (W)     SCALED    
 EJ1444* NAVD 88     -       243.559  (meters)     799.08   (feet)  ADJUSTED  
 EJ1444  ___________________________________________________________________
 EJ1444  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EJ1444  DYNAMIC HT  -         243.310 (meters)     798.26  (feet)  COMP
 EJ1444  MODELED GRAV-     979,606.9   (mgal)                       NAVD 88
 EJ1444
 EJ1444  VERT ORDER  -  SECOND    CLASS 0
 EJ1444
 EJ1444.The horizontal coordinates were scaled from a topographic map and have
 EJ1444.an estimated accuracy of +/- 6 seconds.
 EJ1444
 EJ1444.The orthometric height was determined by differential leveling
 EJ1444.and adjusted by the National Geodetic Survey in June 1991..
 EJ1444
 EJ1444.The geoid height was determined by GEOID03.
 EJ1444
 EJ1444.The dynamic height is computed by dividing the NAVD 88
 EJ1444.geopotential number by the normal gravity value computed on the
 EJ1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1444.degrees latitude (g = 980.6199 gals.).
 EJ1444
 EJ1444.The modeled gravity was interpolated from observed gravity values.
 EJ1444
 EJ1444;                    North         East    Units  Estimated Accuracy
 EJ1444;SPC AR S     -   583,250.      228,110.      MT  (+/- 180 meters Scaled)
 EJ1444
 EJ1444                          SUPERSEDED SURVEY CONTROL
 EJ1444
 EJ1444  NGVD 29 (??/??/92)  243.517  (m)          798.94   (f) ADJ UNCH    2 0
 EJ1444
 EJ1444.Superseded values are not recommended for survey control.
 EJ1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1444.See file dsdata.txt to determine how the superseded data were derived.
 EJ1444
 EJ1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT201962(NAD 83)
 EJ1444_MARKER: DB = BENCH MARK DISK
 EJ1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1444_STAMPING: H-89 1935
 EJ1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1444+STABILITY: SURFACE MOTION
 EJ1444
 EJ1444  HISTORY     - Date     Condition        Report By
 EJ1444  HISTORY     - 1935     MONUMENTED       CGS
 EJ1444  HISTORY     - 1961     GOOD             NGS
 EJ1444
 EJ1444                          STATION DESCRIPTION
 EJ1444
 EJ1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1444'6.5 MI N FROM NEW HOPE.
 EJ1444'6.5 MILES NORTH OF, ALONG LANGLEY ROAD, FROM J. M. BELLS RESIDENCE.
 EJ1444'ABOUT .6 MILE SOUTH OF THE JUNCTION OF THE LANGLEY ROAD AND THE
 EJ1444'ATHENS-LANGLEY ROAD.  ABOUT .9 MILE NORTHWEST OF THE FORD OF THE
 EJ1444'LITTLE MISSOURI RIVER.  ABOUT 450 FEET EAST OF TOM PINSONS FARMHOUSE.
 EJ1444'83 FEET WEST OF INTERSECTION OF ROADS AND TURN IN LANGLEY ROAD.  72
 EJ1444'FEET WEST OF FENCE CORNER AT CORNER OF INTERSECTION.  17 FEET SOUTH OF
 EJ1444'THE LANGLEY ROAD CENTERLINE.  1 FT. NORTH OF PROPERTY LINE FENCE.
 EJ1444'TABLET SET IN PRECAST CONCRETE POST.
 EJ1444
 EJ1444                          STATION RECOVERY (1961)
 EJ1444
 EJ1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0985 ***********************************************************************
 FF0985  DESIGNATION -  H 9
 FF0985  PID         -  FF0985
 FF0985  STATE/COUNTY-  AR/JACKSON
 FF0985  USGS QUAD   -  TUCKERMAN (1981)
 FF0985
 FF0985                         *CURRENT SURVEY CONTROL
 FF0985  ___________________________________________________________________
 FF0985* NAD 83(1986)-  35 43 50.     (N)    091 11 51.     (W)     SCALED    
 FF0985* NAVD 88     -        75.675  (meters)     248.28   (feet)  ADJUSTED  
 FF0985  ___________________________________________________________________
 FF0985  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF0985  DYNAMIC HT  -          75.611 (meters)     248.07  (feet)  COMP
 FF0985  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 FF0985
 FF0985  VERT ORDER  -  FIRST     CLASS II
 FF0985
 FF0985.The horizontal coordinates were scaled from a topographic map and have
 FF0985.an estimated accuracy of +/- 6 seconds.
 FF0985
 FF0985.The orthometric height was determined by differential leveling
 FF0985.and adjusted by the National Geodetic Survey in June 1991..
 FF0985
 FF0985.The geoid height was determined by GEOID03.
 FF0985
 FF0985.The dynamic height is computed by dividing the NAVD 88
 FF0985.geopotential number by the normal gravity value computed on the
 FF0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0985.degrees latitude (g = 980.6199 gals.).
 FF0985
 FF0985.The modeled gravity was interpolated from observed gravity values.
 FF0985
 FF0985;                    North         East    Units  Estimated Accuracy
 FF0985;SPC AR N     -   155,310.      472,600.      MT  (+/- 180 meters Scaled)
 FF0985
 FF0985                          SUPERSEDED SURVEY CONTROL
 FF0985
 FF0985  NGVD 29 (??/??/??)   75.605  (m)          248.05   (f) ADJUSTED    1 2
 FF0985
 FF0985.Superseded values are not recommended for survey control.
 FF0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0985.See file dsdata.txt to determine how the superseded data were derived.
 FF0985
 FF0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV630555(NAD 83)
 FF0985_MARKER: DB = BENCH MARK DISK
 FF0985_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0985_SP_SET: BUILDING
 FF0985_STAMPING: 248.047 H 9 1931
 FF0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0985
 FF0985  HISTORY     - Date     Condition        Report By
 FF0985  HISTORY     - 1931     MONUMENTED       CGS
 FF0985  HISTORY     - 1934     GOOD             CGS
 FF0985  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF0985
 FF0985                          STATION DESCRIPTION
 FF0985
 FF0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0985'AT TUCKERMAN.
 FF0985'AT TUCKERMAN, JACKSON COUNTY, ABOUT 100 YARDS NORTH OF THE
 FF0985'MISSOURI PACIFIC RAILROAD STATION, IN THE EAST WALL OF THE
 FF0985'GRAHAM BROS. WAREHOUSE, 2 FEET NORTH OF THE SOUTHEAST CORNER,
 FF0985'AND 5 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED
 FF0985'248.047 H 9 1931 AND SET VERTICALLY.
 FF0985
 FF0985                          STATION RECOVERY (1934)
 FF0985
 FF0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0985'RECOVERED IN GOOD CONDITION.
 FF0985
 FF0985                          STATION RECOVERY (2002)
 FF0985
 FF0985'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1454 ***********************************************************************
 DK1454  DESIGNATION -  H 90
 DK1454  PID         -  DK1454
 DK1454  STATE/COUNTY-  AR/LINCOLN
 DK1454  USGS QUAD   -  AVERY (1964)
 DK1454
 DK1454                         *CURRENT SURVEY CONTROL
 DK1454  ___________________________________________________________________
 DK1454* NAD 83(1986)-  33 57 35.     (N)    091 43 53.     (W)     SCALED    
 DK1454* NAVD 88     -        54.169  (meters)     177.72   (feet)  ADJUSTED  
 DK1454  ___________________________________________________________________
 DK1454  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK1454  DYNAMIC HT  -          54.115 (meters)     177.54  (feet)  COMP
 DK1454  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 DK1454
 DK1454  VERT ORDER  -  SECOND    CLASS 0
 DK1454
 DK1454.The horizontal coordinates were scaled from a topographic map and have
 DK1454.an estimated accuracy of +/- 6 seconds.
 DK1454
 DK1454.The orthometric height was determined by differential leveling
 DK1454.and adjusted by the National Geodetic Survey in June 1991..
 DK1454
 DK1454.The geoid height was determined by GEOID03.
 DK1454
 DK1454.The dynamic height is computed by dividing the NAVD 88
 DK1454.geopotential number by the normal gravity value computed on the
 DK1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1454.degrees latitude (g = 980.6199 gals.).
 DK1454
 DK1454.The modeled gravity was interpolated from observed gravity values.
 DK1454
 DK1454;                    North         East    Units  Estimated Accuracy
 DK1454;SPC AR S     -   543,450.      424,830.      MT  (+/- 180 meters Scaled)
 DK1454
 DK1454                          SUPERSEDED SURVEY CONTROL
 DK1454
 DK1454  NGVD 29 (??/??/??)   54.254  (m)          178.00   (f) ADJUSTED    2 0
 DK1454
 DK1454.Superseded values are not recommended for survey control.
 DK1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1454.See file dsdata.txt to determine how the superseded data were derived.
 DK1454
 DK1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT172584(NAD 83)
 DK1454_MARKER: DB = BENCH MARK DISK
 DK1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1454_STAMPING: H-90 1935
 DK1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1454+STABILITY: SURFACE MOTION
 DK1454
 DK1454  HISTORY     - Date     Condition        Report By
 DK1454  HISTORY     - 1935     MONUMENTED       CGS
 DK1454  HISTORY     - 1963     MARK NOT FOUND   USGS
 DK1454
 DK1454                          STATION DESCRIPTION
 DK1454
 DK1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1454'7 MI E FROM STAR CITY.
 DK1454'7 MILES EAST OF, ALONG ARKANSAS R.R., FROM STATION ABOUT 1.5 MILE WEST
 DK1454'OF THE JCT.OF ST.HWYS.11 AND 114.  ABOUT .2 MILE EAST OF BROCKMANS
 DK1454'GENERAL MDSE. STORE AT MERONEY 36 FEET SOUTH OF THE CENTER OF
 DK1454'ST.HWY.11.  35 FEET NORTH OF CENTER OF RAILROAD TRACKS.  15 FEET EAST
 DK1454'OF A TALL WHITE OAK THAT STANDS BETWEEN ST.HWY.11 AND THE RAILROAD
 DK1454'TRACKS.  TABLET SET IN PRECAST CONCRETE POST.
 DK1454
 DK1454                          STATION RECOVERY (1963)
 DK1454
 DK1454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DK1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0042 ***********************************************************************
 DL0042  DESIGNATION -  H 91
 DL0042  PID         -  DL0042
 DL0042  STATE/COUNTY-  AR/CALHOUN
 DL0042  USGS QUAD   -  BANKS (1985)
 DL0042
 DL0042                         *CURRENT SURVEY CONTROL
 DL0042  ___________________________________________________________________
 DL0042* NAD 83(1986)-  33 37 25.     (N)    092 21 02.     (W)     SCALED    
 DL0042* NAVD 88     -        52.493  (meters)     172.22   (feet)  ADJUSTED  
 DL0042  ___________________________________________________________________
 DL0042  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DL0042  DYNAMIC HT  -          52.439 (meters)     172.04  (feet)  COMP
 DL0042  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 DL0042
 DL0042  VERT ORDER  -  SECOND    CLASS 0
 DL0042
 DL0042.The horizontal coordinates were scaled from a topographic map and have
 DL0042.an estimated accuracy of +/- 6 seconds.
 DL0042
 DL0042.The orthometric height was determined by differential leveling
 DL0042.and adjusted by the National Geodetic Survey in June 1991..
 DL0042.WARNING-Repeat measurements at this control monument indicate possible
 DL0042.vertical movement.
 DL0042
 DL0042.The geoid height was determined by GEOID03.
 DL0042
 DL0042.The dynamic height is computed by dividing the NAVD 88
 DL0042.geopotential number by the normal gravity value computed on the
 DL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0042.degrees latitude (g = 980.6199 gals.).
 DL0042
 DL0042.The modeled gravity was interpolated from observed gravity values.
 DL0042
 DL0042;                    North         East    Units  Estimated Accuracy
 DL0042;SPC AR S     -   506,190.      367,470.      MT  (+/- 180 meters Scaled)
 DL0042
 DL0042                          SUPERSEDED SURVEY CONTROL
 DL0042
 DL0042  NGVD 29 (??/??/92)   52.552  (m)          172.41   (f) ADJ UNCH    2 0
 DL0042
 DL0042.Superseded values are not recommended for survey control.
 DL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0042.See file dsdata.txt to determine how the superseded data were derived.
 DL0042
 DL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT602206(NAD 83)
 DL0042_MARKER: Z = SEE DESCRIPTION
 DL0042_SETTING: 0 = UNSPECIFIED SETTING
 DL0042_STAMPING: H-91 1935
 DL0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0042
 DL0042  HISTORY     - Date     Condition        Report By
 DL0042  HISTORY     - 1935     MONUMENTED       CGS
 DL0042  HISTORY     - 1935     GOOD             NGS
 DL0042  HISTORY     - 1964     GOOD             NGS
 DL0042
 DL0042                          STATION DESCRIPTION
 DL0042
 DL0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0042'IN TINSMAN.
 DL0042'IN THE TOWN OF TINSMAN, POST SET AT JUNCTION OF CHICAGO, ROCK ISLAND
 DL0042'AND PACIFIC R.R. AND BRANCH LINE TO CROSSETT, ARK., ABOUT .5 MILE
 DL0042'SOUTH OF C.R.I. AND P.R.R. STATION.  ABOUT 150 FEET NORTHWEST OF
 DL0042'RAILROAD GATE POST SIGNAL.  ABOUT 110 FEET EAST OF SMALL SQUARE HOUSE
 DL0042'PAINTED WHITE.  76 FEET SOUTHWEST OF JUNCTION OF RAILROADS AT Y. 74.1
 DL0042'FT. WEST OF SWITCH STAND.  57.3 FEET WEST OF CENTERLINE OF C.R.I. AND
 DL0042'P.R.R. MAIN TRACK. 17.1 FT. SOUTH OF SMALL DITCH WITH FOOT BRIDGE OVER
 DL0042'IT.  3.7 FT. SOUTHWEST OF TELEPHONE POLE MARKED NO. 64-27.
 DL0042
 DL0042                          STATION RECOVERY (1964)
 DL0042
 DL0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0168 ***********************************************************************
 DL0168  DESIGNATION -  H 92
 DL0168  PID         -  DL0168
 DL0168  STATE/COUNTY-  AR/BRADLEY
 DL0168  USGS QUAD   -  VICK (1985)
 DL0168
 DL0168                         *CURRENT SURVEY CONTROL
 DL0168  ___________________________________________________________________
 DL0168* NAD 83(1986)-  33 16 47.     (N)    092 03 47.     (W)     SCALED    
 DL0168* NAVD 88     -        26.977  (meters)      88.51   (feet)  ADJUSTED  
 DL0168  ___________________________________________________________________
 DL0168  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DL0168  DYNAMIC HT  -          26.949 (meters)      88.42  (feet)  COMP
 DL0168  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DL0168
 DL0168  VERT ORDER  -  SECOND    CLASS 0
 DL0168
 DL0168.The horizontal coordinates were scaled from a topographic map and have
 DL0168.an estimated accuracy of +/- 6 seconds.
 DL0168
 DL0168.The orthometric height was determined by differential leveling
 DL0168.and adjusted by the National Geodetic Survey in June 1991..
 DL0168
 DL0168.The geoid height was determined by GEOID03.
 DL0168
 DL0168.The dynamic height is computed by dividing the NAVD 88
 DL0168.geopotential number by the normal gravity value computed on the
 DL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0168.degrees latitude (g = 980.6199 gals.).
 DL0168
 DL0168.The modeled gravity was interpolated from observed gravity values.
 DL0168
 DL0168;                    North         East    Units  Estimated Accuracy
 DL0168;SPC AR S     -   468,000.      394,130.      MT  (+/- 180 meters Scaled)
 DL0168
 DL0168                          SUPERSEDED SURVEY CONTROL
 DL0168
 DL0168  NGVD 29 (??/??/92)   27.053  (m)           88.76   (f) ADJ UNCH    2 0
 DL0168
 DL0168.Superseded values are not recommended for survey control.
 DL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0168.See file dsdata.txt to determine how the superseded data were derived.
 DL0168
 DL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS872826(NAD 83)
 DL0168_MARKER: DB = BENCH MARK DISK
 DL0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0168_STAMPING: H 92 1935
 DL0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0168+STABILITY: SURFACE MOTION
 DL0168
 DL0168  HISTORY     - Date     Condition        Report By
 DL0168  HISTORY     - 1935     MONUMENTED       CGS
 DL0168
 DL0168                          STATION DESCRIPTION
 DL0168
 DL0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0168'4.0 MI SE FROM VICK.
 DL0168'4.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0168'RAILROAD FROM THE STATION AT VICK, BRADLEY COUNTY, AT WILCOX SPUR, AT
 DL0168'MILEPOST 30, 94.6 FEET NORTH OF POLE 29+26, 59.8 FEET EAST OF THE
 DL0168'CENTER OF AN INTERSECTION, 43.2 FEET NORTHEAST OF THE CENTERLINE OF
 DL0168'THE TRACK, 1.9 FEET NORTHEAST OF THE WEST CORNER OF A FENCED FIELD,
 DL0168'AND 1 FOOT EAST OF THE NORTH AND SOUTH FENCE.  A STANDARD DISK,
 DL0168'STAMPED H 92 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1502 ***********************************************************************
 FG1502  DESIGNATION -  H 93
 FG1502  PID         -  FG1502
 FG1502  STATE/COUNTY-  AR/FRANKLIN
 FG1502  USGS QUAD   -  CRAVENS (1973)
 FG1502
 FG1502                         *CURRENT SURVEY CONTROL
 FG1502  ___________________________________________________________________
 FG1502* NAD 83(1986)-  35 36 07.     (N)    093 52 38.     (W)     SCALED    
 FG1502* NAVD 88     -       283.430  (meters)     929.89   (feet)  ADJUSTED  
 FG1502  ___________________________________________________________________
 FG1502  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FG1502  DYNAMIC HT  -         283.167 (meters)     929.02  (feet)  COMP
 FG1502  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FG1502
 FG1502  VERT ORDER  -  SECOND    CLASS 0
 FG1502
 FG1502.The horizontal coordinates were scaled from a topographic map and have
 FG1502.an estimated accuracy of +/- 6 seconds.
 FG1502
 FG1502.The orthometric height was determined by differential leveling
 FG1502.and adjusted by the National Geodetic Survey in June 1991..
 FG1502
 FG1502.The geoid height was determined by GEOID03.
 FG1502
 FG1502.The dynamic height is computed by dividing the NAVD 88
 FG1502.geopotential number by the normal gravity value computed on the
 FG1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1502.degrees latitude (g = 980.6199 gals.).
 FG1502
 FG1502.The modeled gravity was interpolated from observed gravity values.
 FG1502
 FG1502;                    North         East    Units  Estimated Accuracy
 FG1502;SPC AR N     -   142,360.      229,920.      MT  (+/- 180 meters Scaled)
 FG1502
 FG1502                          SUPERSEDED SURVEY CONTROL
 FG1502
 FG1502  NGVD 29 (??/??/92)  283.356  (m)          929.64   (f) ADJ UNCH    2 0
 FG1502
 FG1502.Superseded values are not recommended for survey control.
 FG1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1502.See file dsdata.txt to determine how the superseded data were derived.
 FG1502
 FG1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV205401(NAD 83)
 FG1502_MARKER: DB = BENCH MARK DISK
 FG1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1502_STAMPING: H 93 1935
 FG1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1502+STABILITY: SURFACE MOTION
 FG1502
 FG1502  HISTORY     - Date     Condition        Report By
 FG1502  HISTORY     - 1935     MONUMENTED       CGS
 FG1502  HISTORY     - 1959     GOOD             NGS
 FG1502  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1502
 FG1502                          STATION DESCRIPTION
 FG1502
 FG1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1502'0.7 MI SE FROM JETHRO.
 FG1502'0.7 MILE SOUTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT JETHRO,
 FG1502'FRANKLIN COUNTY, 1.5 MILES WEST OF THE JUNCTION OF THE ROAD WITH STATE
 FG1502'HIGHWAY 23, 32 FEET NORTH OF THE CENTERLINE OF THE ROAD, 23 FEET
 FG1502'SOUTHEAST OF THE SOUTHEAST CORNER OF THE NEIL MCLAUGHLIN FARMHOUSE, 12
 FG1502'FEET NORTH OF A SOUTHEAST FENCE CORNER, AND 2 FEET WEST OF A FENCE. A
 FG1502'STANDARD DISK, STAMPED H 93 1935 AND SET IN THE TOP OF A CONCRETE
 FG1502'POST.  NOTE-- ABOUT 0.9 MILE SOUTHEAST OF THE JETHRO CROSSROADS,
 FG1502'OPPOSITE A T-INTERSECTION, AT A FORMER SITE OF A HOUSE,
 FG1502'NORTH-NORTHEAST OF THE CENTER OF THE ROAD INTERSECTION AND ABOUT 12
 FG1502'FEET NORTH OF THE RIGHT OF WAY FENCE.
 FG1502
 FG1502                          STATION RECOVERY (1972)
 FG1502
 FG1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1411 ***********************************************************************
 FG1411  DESIGNATION -  H 94
 FG1411  PID         -  FG1411
 FG1411  STATE/COUNTY-  AR/JOHNSON
 FG1411  USGS QUAD   -  HUNT (1963)
 FG1411
 FG1411                         *CURRENT SURVEY CONTROL
 FG1411  ___________________________________________________________________
 FG1411* NAD 83(1986)-  35 33 00.     (N)    093 38 32.     (W)     SCALED    
 FG1411* NAVD 88     -       203.459  (meters)     667.52   (feet)  ADJUSTED  
 FG1411  ___________________________________________________________________
 FG1411  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FG1411  DYNAMIC HT  -         203.269 (meters)     666.89  (feet)  COMP
 FG1411  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FG1411
 FG1411  VERT ORDER  -  SECOND    CLASS 0
 FG1411
 FG1411.The horizontal coordinates were scaled from a topographic map and have
 FG1411.an estimated accuracy of +/- 6 seconds.
 FG1411
 FG1411.The orthometric height was determined by differential leveling
 FG1411.and adjusted by the National Geodetic Survey in June 1991..
 FG1411
 FG1411.The geoid height was determined by GEOID03.
 FG1411
 FG1411.The dynamic height is computed by dividing the NAVD 88
 FG1411.geopotential number by the normal gravity value computed on the
 FG1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1411.degrees latitude (g = 980.6199 gals.).
 FG1411
 FG1411.The modeled gravity was interpolated from observed gravity values.
 FG1411
 FG1411;                    North         East    Units  Estimated Accuracy
 FG1411;SPC AR N     -   136,220.      251,110.      MT  (+/- 180 meters Scaled)
 FG1411
 FG1411                          SUPERSEDED SURVEY CONTROL
 FG1411
 FG1411  NGVD 29 (??/??/92)  203.411  (m)          667.36   (f) ADJ UNCH    2 0
 FG1411
 FG1411.Superseded values are not recommended for survey control.
 FG1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1411.See file dsdata.txt to determine how the superseded data were derived.
 FG1411
 FG1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV417342(NAD 83)
 FG1411_MARKER: DB = BENCH MARK DISK
 FG1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1411_STAMPING: H 94 1935
 FG1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1411+STABILITY: SURFACE MOTION
 FG1411
 FG1411  HISTORY     - Date     Condition        Report By
 FG1411  HISTORY     - 1935     MONUMENTED       CGS
 FG1411
 FG1411                          STATION DESCRIPTION
 FG1411
 FG1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1411'2 MI NE FROM HUNT.
 FG1411'2 MILES NORTHEAST ALONG THE HARMONY-HUNT ROAD FROM THE WALTER TEMPLE
 FG1411'HOME AT HUNT, JOHNSON COUNTY, IN A VALLEY SOUTHEAST OF TWO PROMINENT
 FG1411'HILLS, 110 FEET SOUTHWEST OF A LONE CEDAR TREE ON A FENCE LINE, 26
 FG1411'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTHWEST OF A
 FG1411'30-INCH STUMP, AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD DISK,
 FG1411'STAMPED H 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1477 ***********************************************************************
 FG1477  DESIGNATION -  H 95
 FG1477  PID         -  FG1477
 FG1477  STATE/COUNTY-  AR/JOHNSON
 FG1477  USGS QUAD   -  HARMONY (1963)
 FG1477
 FG1477                         *CURRENT SURVEY CONTROL
 FG1477  ___________________________________________________________________
 FG1477* NAD 83(1986)-  35 36 53.     (N)    093 35 08.     (W)     SCALED    
 FG1477* NAVD 88     -       540.810  (meters)    1774.31   (feet)  ADJUSTED  
 FG1477  ___________________________________________________________________
 FG1477  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FG1477  DYNAMIC HT  -         540.283 (meters)    1772.58  (feet)  COMP
 FG1477  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 FG1477
 FG1477  VERT ORDER  -  SECOND    CLASS 0
 FG1477
 FG1477.The horizontal coordinates were scaled from a topographic map and have
 FG1477.an estimated accuracy of +/- 6 seconds.
 FG1477
 FG1477.The orthometric height was determined by differential leveling
 FG1477.and adjusted by the National Geodetic Survey in June 1991..
 FG1477
 FG1477.The geoid height was determined by GEOID03.
 FG1477
 FG1477.The dynamic height is computed by dividing the NAVD 88
 FG1477.geopotential number by the normal gravity value computed on the
 FG1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1477.degrees latitude (g = 980.6199 gals.).
 FG1477
 FG1477.The modeled gravity was interpolated from observed gravity values.
 FG1477
 FG1477;                    North         East    Units  Estimated Accuracy
 FG1477;SPC AR N     -   143,320.      256,360.      MT  (+/- 180 meters Scaled)
 FG1477
 FG1477                          SUPERSEDED SURVEY CONTROL
 FG1477
 FG1477  NGVD 29 (??/??/92)  540.754  (m)         1774.12   (f) ADJ UNCH    2 0
 FG1477
 FG1477.Superseded values are not recommended for survey control.
 FG1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1477.See file dsdata.txt to determine how the superseded data were derived.
 FG1477
 FG1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV469413(NAD 83)
 FG1477_MARKER: DB = BENCH MARK DISK
 FG1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1477_STAMPING: H 95 1935
 FG1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1477+STABILITY: SURFACE MOTION
 FG1477
 FG1477  HISTORY     - Date     Condition        Report By
 FG1477  HISTORY     - 1935     MONUMENTED       CGS
 FG1477  HISTORY     - 1935     GOOD             NGS
 FG1477
 FG1477                          STATION DESCRIPTION
 FG1477
 FG1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1477'6.7 MI N FROM HARMONY.
 FG1477'6.7 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE KING STORE AT
 FG1477'HARMONY, JOHNSON COUNTY, 200 FEET SOUTH OF A ROAD JUNCTION, 140 FEET
 FG1477'SOUTHEAST OF THE SOUTHEAST CORNER OF THE E. J. SELF FARMHOUSE ON THE
 FG1477'MRS. YARBROUGH FARM, 73 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 5
 FG1477'FEET EAST OF A NORTHWEST FENCE CORNER, AND 1 FOOT NORTH OF A FENCE. A
 FG1477'STANDARD DISK, STAMPED H 95 1935 AND SET IN THE TOP OF A CONCRETE
 FG1477'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0370 ***********************************************************************
 EJ0370  DESIGNATION -  H 96
 EJ0370  PID         -  EJ0370
 EJ0370  STATE/COUNTY-  AR/SALINE
 EJ0370  USGS QUAD   -  BRYANT (1987)
 EJ0370
 EJ0370                         *CURRENT SURVEY CONTROL
 EJ0370  ___________________________________________________________________
 EJ0370* NAD 83(1986)-  34 32 05.     (N)    092 26 35.     (W)     SCALED    
 EJ0370* NAVD 88     -       102.464  (meters)     336.17   (feet)  ADJUSTED  
 EJ0370  ___________________________________________________________________
 EJ0370  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EJ0370  DYNAMIC HT  -         102.366 (meters)     335.85  (feet)  COMP
 EJ0370  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 EJ0370
 EJ0370  VERT ORDER  -  SECOND    CLASS 0
 EJ0370
 EJ0370.The horizontal coordinates were scaled from a topographic map and have
 EJ0370.an estimated accuracy of +/- 6 seconds.
 EJ0370
 EJ0370.The orthometric height was determined by differential leveling
 EJ0370.and adjusted by the National Geodetic Survey in June 1991..
 EJ0370
 EJ0370.The geoid height was determined by GEOID03.
 EJ0370
 EJ0370.The dynamic height is computed by dividing the NAVD 88
 EJ0370.geopotential number by the normal gravity value computed on the
 EJ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0370.degrees latitude (g = 980.6199 gals.).
 EJ0370
 EJ0370.The modeled gravity was interpolated from observed gravity values.
 EJ0370
 EJ0370;                    North         East    Units  Estimated Accuracy
 EJ0370;SPC AR S     -   607,280.      359,330.      MT  (+/- 180 meters Scaled)
 EJ0370
 EJ0370                          SUPERSEDED SURVEY CONTROL
 EJ0370
 EJ0370  NGVD 29 (??/??/92)  102.509  (m)          336.31   (f) ADJ UNCH    2 0
 EJ0370
 EJ0370.Superseded values are not recommended for survey control.
 EJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0370.See file dsdata.txt to determine how the superseded data were derived.
 EJ0370
 EJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU511215(NAD 83)
 EJ0370_MARKER: DB = BENCH MARK DISK
 EJ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0370_STAMPING: H 96 1935
 EJ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0370+STABILITY: SURFACE MOTION
 EJ0370
 EJ0370  HISTORY     - Date     Condition        Report By
 EJ0370  HISTORY     - 1935     MONUMENTED       CGS
 EJ0370  HISTORY     - 1941     GOOD             NGS
 EJ0370  HISTORY     - 19841203 MARK NOT FOUND   USGS
 EJ0370  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0370
 EJ0370                          STATION DESCRIPTION
 EJ0370
 EJ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EJ0370'8.1 MI S FROM ALEXANDER.
 EJ0370'IN SALINE COUNTY, 8.1 MILES SOUTH ALONG THE BELFAST ROAD FROM THE
 EJ0370'MISSOURI PACIFIC RAILROAD STATION AT ALEXANDER, PULASKI COUNTY, 1.9
 EJ0370'MILES SOUTHEAST OF THE INTERSECTION OF THE BENTON ROAD, AT THE TOP OF
 EJ0370'A HILL, 125 FEET NORTH OF A WOODEN BRIDGE AT THE BOTTOM OF A DIP, 34.5
 EJ0370'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE W. W. CHAMBERS FARMHOUSE
 EJ0370'IN 1935, 26 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1.8 FEET
 EJ0370'NORTH OF THE SOUTHEAST CORNER OF THE FENCE.  A STANDARD DISK, STAMPED
 EJ0370'H 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0370
 EJ0370                          STATION RECOVERY (1984)
 EJ0370
 EJ0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (DNB)
 EJ0370'MARK NOT FOUND.
 EJ0370
 EJ0370                          STATION RECOVERY (1989)
 EJ0370
 EJ0370'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0503 ***********************************************************************
 EJ0503  DESIGNATION -  H 97
 EJ0503  PID         -  EJ0503
 EJ0503  STATE/COUNTY-  AR/JEFFERSON
 EJ0503  USGS QUAD   -  REDFIELD (1984)
 EJ0503
 EJ0503                         *CURRENT SURVEY CONTROL
 EJ0503  ___________________________________________________________________
 EJ0503* NAD 83(1986)-  34 24 36.     (N)    092 10 17.     (W)     SCALED    
 EJ0503* NAVD 88     -       102.868  (meters)     337.49   (feet)  ADJUSTED  
 EJ0503  ___________________________________________________________________
 EJ0503  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0503  DYNAMIC HT  -         102.771 (meters)     337.17  (feet)  COMP
 EJ0503  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 EJ0503
 EJ0503  VERT ORDER  -  FIRST     CLASS II
 EJ0503
 EJ0503.The horizontal coordinates were scaled from a topographic map and have
 EJ0503.an estimated accuracy of +/- 6 seconds.
 EJ0503
 EJ0503.The orthometric height was determined by differential leveling
 EJ0503.and adjusted by the National Geodetic Survey in June 1991..
 EJ0503.WARNING-Repeat measurements at this control monument indicate possible
 EJ0503.vertical movement.
 EJ0503
 EJ0503.The geoid height was determined by GEOID03.
 EJ0503
 EJ0503.The dynamic height is computed by dividing the NAVD 88
 EJ0503.geopotential number by the normal gravity value computed on the
 EJ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0503.degrees latitude (g = 980.6199 gals.).
 EJ0503
 EJ0503.The modeled gravity was interpolated from observed gravity values.
 EJ0503
 EJ0503;                    North         East    Units  Estimated Accuracy
 EJ0503;SPC AR S     -   593,370.      384,240.      MT  (+/- 180 meters Scaled)
 EJ0503
 EJ0503                          SUPERSEDED SURVEY CONTROL
 EJ0503
 EJ0503  NGVD 29 (??/??/92)  103.000  (m)          337.93   (f) ADJ UNCH    1 2
 EJ0503
 EJ0503.Superseded values are not recommended for survey control.
 EJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0503.See file dsdata.txt to determine how the superseded data were derived.
 EJ0503
 EJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU761079(NAD 83)
 EJ0503_MARKER: DB = BENCH MARK DISK
 EJ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0503_STAMPING: H 97 1935
 EJ0503_MARK LOGO: CGS   
 EJ0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0503+STABILITY: SURFACE MOTION
 EJ0503
 EJ0503  HISTORY     - Date     Condition        Report By
 EJ0503  HISTORY     - 1935     MONUMENTED       CGS
 EJ0503  HISTORY     - 1940     GOOD             NGS
 EJ0503  HISTORY     - 1984     POOR             NGS
 EJ0503  HISTORY     - 1988     POOR             USPSQD
 EJ0503  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0503  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0503
 EJ0503                          STATION DESCRIPTION
 EJ0503
 EJ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0503'2.1 MI NW FROM JEFFERSON SPRINGS.
 EJ0503'2.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0503'STATION AT JEFFERSON SPRINGS, JEFFERSON COUNTY, 160 YARDS SOUTH OF THE
 EJ0503'SWITCH STAND AT KEARNEY SIDING, 250 FEET WEST OF POLE 371+20, 75 FEET
 EJ0503'SOUTHEAST OF POLE 840, 48.4 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EJ0503'TRACK, 2 FEET NORTHEAST OF A FENCE LINE, AND NEAR A WHITE WOODEN
 EJ0503'WITNESS POST.  A STANDARD DISK, STAMPED H 97 1935 AND SET IN THE TOP
 EJ0503'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 EJ0503
 EJ0503                          STATION RECOVERY (1984)
 EJ0503
 EJ0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0503'RECOVERED IN POOR CONDITION.  THE MARK HAS BEEN HIT AND PART OF THE
 EJ0503'CONCRETE BROKEN OFF AROUND THE DISK.
 EJ0503
 EJ0503                          STATION RECOVERY (1988)
 EJ0503
 EJ0503'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0503'MARK RECOVERED IN POOR CONDITION.
 EJ0503
 EJ0503                          STATION RECOVERY (1989)
 EJ0503
 EJ0503'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0503'MARK NOT FOUND.
 EJ0503
 EJ0503                          STATION RECOVERY (1990)
 EJ0503
 EJ0503'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0220 ***********************************************************************
 EJ0220  DESIGNATION -  H 98
 EJ0220  PID         -  EJ0220
 EJ0220  STATE/COUNTY-  AR/PULASKI
 EJ0220  USGS QUAD   -  ALEXANDER (1986)
 EJ0220
 EJ0220                         *CURRENT SURVEY CONTROL
 EJ0220  ___________________________________________________________________
 EJ0220* NAD 83(1986)-  34 44 38.     (N)    092 25 21.     (W)     SCALED    
 EJ0220* NAVD 88     -       147.248  (meters)     483.10   (feet)  ADJUSTED  
 EJ0220  ___________________________________________________________________
 EJ0220  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0220  DYNAMIC HT  -         147.111 (meters)     482.65  (feet)  COMP
 EJ0220  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 EJ0220
 EJ0220  VERT ORDER  -  SECOND    CLASS 0
 EJ0220
 EJ0220.The horizontal coordinates were scaled from a topographic map and have
 EJ0220.an estimated accuracy of +/- 6 seconds.
 EJ0220
 EJ0220.The orthometric height was determined by differential leveling
 EJ0220.and adjusted by the National Geodetic Survey in June 1991..
 EJ0220
 EJ0220.The geoid height was determined by GEOID03.
 EJ0220
 EJ0220.The dynamic height is computed by dividing the NAVD 88
 EJ0220.geopotential number by the normal gravity value computed on the
 EJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0220.degrees latitude (g = 980.6199 gals.).
 EJ0220
 EJ0220.The modeled gravity was interpolated from observed gravity values.
 EJ0220
 EJ0220;                    North         East    Units  Estimated Accuracy
 EJ0220;SPC AR S     -   630,480.      361,310.      MT  (+/- 180 meters Scaled)
 EJ0220
 EJ0220                          SUPERSEDED SURVEY CONTROL
 EJ0220
 EJ0220  NGVD 29 (??/??/92)  147.291  (m)          483.24   (f) ADJ UNCH    2 0
 EJ0220
 EJ0220.Superseded values are not recommended for survey control.
 EJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0220.See file dsdata.txt to determine how the superseded data were derived.
 EJ0220
 EJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU528447(NAD 83)
 EJ0220_MARKER: DB = BENCH MARK DISK
 EJ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0220_STAMPING: H 98 1935
 EJ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0220+STABILITY: SURFACE MOTION
 EJ0220
 EJ0220  HISTORY     - Date     Condition        Report By
 EJ0220  HISTORY     - 1935     MONUMENTED       CGS
 EJ0220  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0220
 EJ0220                          STATION DESCRIPTION
 EJ0220
 EJ0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0220'7.1 MI W FROM LITTLE ROCK.
 EJ0220'7.1 MILES WEST ALONG TWELFTH STREET PIKE FROM THE CHICAGO, ROCK ISLAND
 EJ0220'AND PACIFIC RAILROAD STATION AT LITTLE ROCK, PULASKI COUNTY, 450 FEET
 EJ0220'WEST OF THE M. MCNUTT GROCERY STORE, 100 FEET SOUTH OF THE SOUTHWEST
 EJ0220'CORNER OF LIMBERLOST LOG HOUSE, 21.6 FEET NORTH OF THE CENTERLINE OF
 EJ0220'THE PIKE, 7.2 FEET EAST OF A POLE, AND 1.4 FEET WEST OF THE SOUTHWEST
 EJ0220'CORNER OF A STONE FENCE.  A STANDARD DISK, STAMPED H 98 1935 AND SET
 EJ0220'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS ALSO 8.7
 EJ0220'MILES EAST OF FERNDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0903 ***********************************************************************
 EJ0903  DESIGNATION -  H 99
 EJ0903  PID         -  EJ0903
 EJ0903  STATE/COUNTY-  AR/PULASKI
 EJ0903  USGS QUAD   -  FERNDALE (1984)
 EJ0903
 EJ0903                         *CURRENT SURVEY CONTROL
 EJ0903  ___________________________________________________________________
 EJ0903* NAD 83(1986)-  34 48 22.     (N)    092 31 32.     (W)     SCALED    
 EJ0903* NAVD 88     -        93.939  (meters)     308.20   (feet)  ADJUSTED  
 EJ0903  ___________________________________________________________________
 EJ0903  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EJ0903  DYNAMIC HT  -          93.850 (meters)     307.91  (feet)  COMP
 EJ0903  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 EJ0903
 EJ0903  VERT ORDER  -  SECOND    CLASS 0
 EJ0903
 EJ0903.The horizontal coordinates were scaled from a topographic map and have
 EJ0903.an estimated accuracy of +/- 6 seconds.
 EJ0903
 EJ0903.The orthometric height was determined by differential leveling
 EJ0903.and adjusted by the National Geodetic Survey in June 1991..
 EJ0903
 EJ0903.The geoid height was determined by GEOID03.
 EJ0903
 EJ0903.The dynamic height is computed by dividing the NAVD 88
 EJ0903.geopotential number by the normal gravity value computed on the
 EJ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0903.degrees latitude (g = 980.6199 gals.).
 EJ0903
 EJ0903.The modeled gravity was interpolated from observed gravity values.
 EJ0903
 EJ0903;                    North         East    Units  Estimated Accuracy
 EJ0903;SPC AR S     -   637,420.      351,910.      MT  (+/- 180 meters Scaled)
 EJ0903
 EJ0903                          SUPERSEDED SURVEY CONTROL
 EJ0903
 EJ0903  NGVD 29 (??/??/92)   93.974  (m)          308.31   (f) ADJ UNCH    2 0
 EJ0903
 EJ0903.Superseded values are not recommended for survey control.
 EJ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0903.See file dsdata.txt to determine how the superseded data were derived.
 EJ0903
 EJ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU433516(NAD 83)
 EJ0903_MARKER: DB = BENCH MARK DISK
 EJ0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0903_SP_SET: ABUTMENT
 EJ0903_STAMPING: H 99 1935
 EJ0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0903
 EJ0903  HISTORY     - Date     Condition        Report By
 EJ0903  HISTORY     - 1935     MONUMENTED       CGS
 EJ0903  HISTORY     - 1940     GOOD             NGS
 EJ0903
 EJ0903                          STATION DESCRIPTION
 EJ0903
 EJ0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0903'3.5 MI NE FROM FERNDALE.
 EJ0903'3.5 MILES NORTHEAST ALONG THE CUT-OFF ROAD LEADING TO STATE HIGHWAY 10
 EJ0903'FROM THE J. W. CARTER STORE AT FERNDALE, PULASKI COUNTY, AT THE STEEL
 EJ0903'HIGHWAY BRIDGE OVER MAUMELLE RIVER, IN THE TOP OF THE NORTHWEST
 EJ0903'CONCRETE ABUTMENT, 0.5 FOOT NORTHEAST OF THE SOUTHWEST END, AND 9 FEET
 EJ0903'SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H
 EJ0903'99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0955 ***********************************************************************
 GG0955  CBN         -  This is a Cooperative Base Network Control Station.
 GG0955  PACS        -  This is a Primary Airport Control Station.
 GG0955  DESIGNATION -  H37 A
 GG0955  PID         -  GG0955
 GG0955  STATE/COUNTY-  AR/WASHINGTON
 GG0955  USGS QUAD   -  SONORA (1994)
 GG0955
 GG0955                         *CURRENT SURVEY CONTROL
 GG0955  ___________________________________________________________________
 GG0955* NAD 83(1997)-  36 11 00.42928(N)    094 07 07.07985(W)     ADJUSTED  
 GG0955* NAVD 88     -       407.38   (meters)    1336.5    (feet)  LEVELING  
 GG0955  ___________________________________________________________________
 GG0955  X           -    -370,192.190 (meters)                     COMP
 GG0955  Y           -  -5,141,002.519 (meters)                     COMP
 GG0955  Z           -   3,744,864.822 (meters)                     COMP
 GG0955  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GG0955  ELLIP HEIGHT-         379.35  (meters)          (09/21/01) GPS OBS
 GG0955  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0955
 GG0955  HORZ ORDER  -  B
 GG0955  VERT ORDER  -  THIRD ?
 GG0955  ELLP ORDER  -  FOURTH    CLASS II
 GG0955
 GG0955.This mark is at Springdale Airport (ASG)
 GG0955
 GG0955.The horizontal coordinates were established by GPS observations
 GG0955.and adjusted by the National Geodetic Survey in September 1997..
 GG0955
 GG0955.The orthometric height was determined by differential leveling.
 GG0955.The vertical network tie was performed by a horz. field party for horz.
 GG0955.obs reductions. Reset procedures were used to establish the elevation.
 GG0955
 GG0955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0955
 GG0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0955
 GG0955.The ellipsoidal height was determined by GPS observations
 GG0955.and is referenced to NAD 83.
 GG0955
 GG0955.The geoid height was determined by GEOID03.
 GG0955
 GG0955;                    North         East     Units Scale Factor Converg.
 GG0955;SPC AR N     -   207,311.369   209,436.126   MT  0.99999052   -1 13 58.2
 GG0955;SPC AR N     -   680,154.05    687,125.02   sFT  0.99999052   -1 13 58.2
 GG0955;UTM  15      - 4,004,876.084   399,412.310   MT  0.99972466   -0 39 37.7
 GG0955
 GG0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0955!SPC AR N     -   0.99994047  x   0.99999052  =   0.99993099
 GG0955!UTM  15      -   0.99994047  x   0.99972466  =   0.99966514
 GG0955
 GG0955                          SUPERSEDED SURVEY CONTROL
 GG0955
 GG0955  ELLIP H (09/19/97)  379.36   (m)                       GP(       ) 4 1
 GG0955  NAD 83(1997)-  36 11 00.44399(N)    094 07 07.08338(W) AD(       ) 2
 GG0955  NAD 83(1986)-  36 11 00.44570(N)    094 07 07.08359(W) AD(       ) 2
 GG0955  NGVD 29 (10/25/93)  407.26   (m)         1336.2    (f) LEVELING    3  
 GG0955
 GG0955.Superseded values are not recommended for survey control.
 GG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0955.See file dsdata.txt to determine how the superseded data were derived.
 GG0955
 GG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9941204876(NAD 83)
 GG0955_MARKER: DD = SURVEY DISK
 GG0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0955_SP_SET: CONCRETE POST
 GG0955_STAMPING: H37 A 1984
 GG0955_MARK LOGO: NOS   
 GG0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0955+STABILITY: SURFACE MOTION
 GG0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0955+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 GG0955
 GG0955  HISTORY     - Date     Condition        Report By
 GG0955  HISTORY     - 1984     MONUMENTED       NOS
 GG0955  HISTORY     - 19900416 GOOD             NGS
 GG0955  HISTORY     - 19921105 GOOD
 GG0955  HISTORY     - 19961202 GOOD             NGS
 GG0955  HISTORY     - 19990505 GOOD             NGS
 GG0955
 GG0955                          STATION DESCRIPTION
 GG0955
 GG0955'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 GG0955'THE STATION IS LOCATED AT THE SPRINGDALE MUNICIPAL AIRPORT, SPRINGDALE
 GG0955', AR.  NEAR RUNWAY END 18.
 GG0955'THE STATION IS LOCATED IN THE GRASS MEDIAN BETWEEN THE PARALLEL
 GG0955'TAXIWAY AND RUNWAY.  AT THE NORTH END OF THE FIELD AND NEAR RUNWAY
 GG0955'END 18.
 GG0955'THE STATION IS LOCATED 29.87 M (98.00 FT) WEST OF THE WEST EDGE OF THE
 GG0955'RUNWAY, 12.74 M (41.80 FT) EAST OF THE EAST EDGE OF A PARALLEL
 GG0955'TAXIWAY, 12.37 M (40.58 FT) SOUTH OF THE SOUTH EDGE OF A TIE-IN
 GG0955'TAXIWAY AND 7.62 M (25.00 FT) NORTHWEST OF THE CENTER OF A ROUND
 GG0955'STORM DRAIN.
 GG0955
 GG0955                          STATION RECOVERY (1990)
 GG0955
 GG0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0955'THE STATION IS LOCATED ON THE NORTH SIDE OF THE AIRPORT BETWEEN RUNWAY
 GG0955'18-36 AND PARALLEL TAXIWAY, 40.6 FT (12.4 M) SOUTH OF THE SOUTH EDGE
 GG0955'OF TIE-IN TAXIWAY, 41.8 FT (12.7 M) EAST OF THE EAST EDGE OF PARALLEL
 GG0955'TAXIWAY, 98 FT (29.9 M) WEST OF THE WEST EDGE OF RUNWAY AND 25 FT (7.6
 GG0955'M) NORTHWEST OF CENTER OF ROUND STORM DRAIN.  THE STATION IS A
 GG0955'STANDARD NOS DISK STAMPED H37 A 1984 SET IN THE TOP OF A CONCRETE
 GG0955'MONUMENT FLUSH WITH THE GROUND.
 GG0955
 GG0955                          STATION RECOVERY (1992)
 GG0955
 GG0955'RECOVERED 1992
 GG0955'RECOVERED IN GOOD CONDITION.
 GG0955
 GG0955                          STATION RECOVERY (1996)
 GG0955
 GG0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 GG0955'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF SPRINGDALE, AT THE
 GG0955'SPRINGDALE MUNICIPAL AIRPORT, IN THE SOUTHWEST QUADRANT OF THE
 GG0955'JUNCTION OF RUNWAY END 18 AND THE CONNECTOR TAXIWAY TO THE RUNWAY END,
 GG0955'BETWEEN THE RUNWAY AND PARALLEL TAXIWAY.  OWNERSHIP--CITY OF
 GG0955'SPRINGDALE, AIRPORT MANAGER IS VERL THOMPSON, 802 AIRPORT ROAD,
 GG0955'SPRINGDALE AR 72764, PHONE 501-751-4462.  CALL IN ADVANCE FOR
 GG0955'PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM THE
 GG0955'UNDERPASS AT THE JUNCTION OF U.S. HIGHWAYS 71 (TO BE RENAMED
 GG0955'INTERSTATE HIGHWAY 540 IN APPROXIMATELY 1996) AND 412 (EXIT 52) IN
 GG0955'NORTHERN SPRINGDALE, GO EAST ON HIGHWAY 412 FOR 4.15 KM (2.55 MI) TO A
 GG0955'PAVED CROSSROAD, U.S. HIGHWAY 71B.  TURN RIGHT, SOUTH ON HIGHWAYS 71B
 GG0955'AND 412 FOR 0.76 KM (0.45 MI) TO A PAVED CROSSROAD (WHERE HIGHWAY 412
 GG0955'TURNS EAST AND 71B CONTINUES SOUTH).  TURN LEFT, EAST ON HIGHWAY 412
 GG0955'FOR 1.34 KM (0.85 MI) TO A PAVED CROSSROAD, POWELL STREET.  TURN LEFT,
 GG0955'NORTH ON POWELL STREET FOR 0.08 KM (0.05 MI) TO AIRPORT AVENUE ON THE
 GG0955'RIGHT.  TURN RIGHT, EAST ON THE ENTRANCE ROAD FOR 0.4 KM (0.25 MI) TO
 GG0955'THE TERMINAL ON THE RIGHT.  CONTINUE AHEAD, NORTH, THEN WEST FOR 0.08
 GG0955'KM (0.05 MI) TO A GATE IN THE PERIMETER FENCE ON THE RIGHT AND THE
 GG0955'APRON.  TURN RIGHT, NORTH, PASSING THROUGH THE GATE, THEN TURN RIGHT,
 GG0955'EAST ACROSS THE APRON FOR 0.19 KM (0.10 MI) TO THE PARALLEL TAXIWAY.
 GG0955'TURN LEFT, NORTH ALONG THE TAXIWAY FOR 0.72 KM (0.45 MI) TO THE
 GG0955'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 GG0955'CONCRETE POST RECESSED 5 CM BELOW THE GROUND.  IT IS 30.2 M (99.1 FT)
 GG0955'WEST OF THE WEST EDGE OF THE RUNWAY, 19.0 M (62.3 FT) EAST OF THE
 GG0955'CENTER OF THE PARALLEL TAXIWAY, 18.6 M (61.0 FT) SOUTH OF THE CENTER
 GG0955'OF THE CONNECTOR TAXIWAY, 10.10 M (33.14 FT) SOUTH-SOUTHWEST OF THE
 GG0955'SECOND TAXIWAY LIGHT FROM THE RUNWAY, 7.7 M (25.3 FT) NORTHWEST OF THE
 GG0955'CENTER OF A STEEL DRAIN, 0.9 M (3.0 FT) WEST OF THE EXTENDED CENTER OF
 GG0955'THE STOP LINE, AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS POST.
 GG0955'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 GG0955'AIRPORT CONTROL STATION.
 GG0955
 GG0955                          STATION RECOVERY (1999)
 GG0955
 GG0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDR)
 GG0955'RECOVERED AS DESCRIBED. THIS IS THE PACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0954 ***********************************************************************
 GG0954  SACS        -  This is a Secondary Airport Control Station.
 GG0954  DESIGNATION -  H37 B
 GG0954  PID         -  GG0954
 GG0954  STATE/COUNTY-  AR/WASHINGTON
 GG0954  USGS QUAD   -  SONORA (1994)
 GG0954
 GG0954                         *CURRENT SURVEY CONTROL
 GG0954  ___________________________________________________________________
 GG0954* NAD 83(1997)-  36 10 17.83691(N)    094 07 13.74729(W)     ADJUSTED  
 GG0954* NAVD 88     -       411.44   (meters)    1349.9    (feet)  GPS OBS   
 GG0954  ___________________________________________________________________
 GG0954  X           -    -370,414.292 (meters)                     COMP
 GG0954  Y           -  -5,141,766.805 (meters)                     COMP
 GG0954  Z           -   3,743,807.459 (meters)                     COMP
 GG0954  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GG0954  ELLIP HEIGHT-         383.41  (meters)          (12/05/01) GPS OBS
 GG0954  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0954
 GG0954  HORZ ORDER  -  FIRST
 GG0954  ELLP ORDER  -  FOURTH    CLASS I
 GG0954
 GG0954.This mark is at Springdale Airport (ASG)
 GG0954
 GG0954.The horizontal coordinates were established by GPS observations
 GG0954.and adjusted by the National Geodetic Survey in September 1999..
 GG0954
 GG0954.The orthometric height was determined by GPS observations and a
 GG0954.high-resolution geoid model.
 GG0954
 GG0954.GPS derived orthometric heights for airport stations designated as
 GG0954.PACS or SACS are published to 2 decimal places.  This maintains
 GG0954.centimeter relative accuracy between the PACS and SACS.  It does
 GG0954.not indicate centimeter accuracy relative to other marks which are
 GG0954.part of the NAVD 88 network.
 GG0954
 GG0954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0954
 GG0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0954
 GG0954.The ellipsoidal height was determined by GPS observations
 GG0954.and is referenced to NAD 83.
 GG0954
 GG0954.The geoid height was determined by GEOID03.
 GG0954
 GG0954;                    North         East     Units Scale Factor Converg.
 GG0954;SPC AR N     -   206,002.455   209,241.294   MT  0.99998838   -1 14 02.1
 GG0954;SPC AR N     -   675,859.72    686,485.81   sFT  0.99998838   -1 14 02.1
 GG0954;UTM  15      - 4,003,565.635   399,230.614   MT  0.99972512   -0 39 40.9
 GG0954
 GG0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0954!SPC AR N     -   0.99993983  x   0.99998838  =   0.99992821
 GG0954!UTM  15      -   0.99993983  x   0.99972512  =   0.99966497
 GG0954
 GG0954                          SUPERSEDED SURVEY CONTROL
 GG0954
 GG0954  ELLIP H (09/14/99)  383.35   (m)                       GP(       ) 4 1
 GG0954  NAD 83(1997)-  36 10 17.83674(N)    094 07 13.74773(W) AD(       ) 1
 GG0954  ELLIP H (06/23/99)  383.42   (m)                       GP(       ) 4 2
 GG0954  NAD 83(1997)-  36 10 17.85075(N)    094 07 13.75093(W) AD(       ) 2
 GG0954  NAD 83(1986)-  36 10 17.85256(N)    094 07 13.75119(W) AD(       ) 2
 GG0954  NGVD 29 (10/25/93)  411.32   (m)         1349.5    (f) LEVELING    3  
 GG0954
 GG0954.Superseded values are not recommended for survey control.
 GG0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0954.See file dsdata.txt to determine how the superseded data were derived.
 GG0954
 GG0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9923103566(NAD 83)
 GG0954_MARKER: DD = SURVEY DISK
 GG0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0954_SP_SET: CONCRETE POST
 GG0954_STAMPING: H37 B 1984
 GG0954_MARK LOGO: NOS   
 GG0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0954+STABILITY: SURFACE MOTION
 GG0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0954+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 GG0954
 GG0954  HISTORY     - Date     Condition        Report By
 GG0954  HISTORY     - 1984     MONUMENTED       NOS
 GG0954  HISTORY     - 19900416 GOOD             NGS
 GG0954  HISTORY     - 19921105 GOOD
 GG0954  HISTORY     - 19990505 GOOD             NGS
 GG0954
 GG0954                          STATION DESCRIPTION
 GG0954
 GG0954'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 GG0954'THE STATION IS LOCATED AT THE SPRINGDALE MUNICIPAL AIRPORT, SPRINGDALE
 GG0954', AR.  NEAR THE SOUTH END OF THE FIELD.
 GG0954'THE STATION IS LOCATED BETWEEN THE WESTERLY PARALLEL TAXIWAY AND THE
 GG0954'RUNWAY ON THE WESTSIDE OF A DITCH, AND NEAR THE THIRD TAXIWAY LIGHT
 GG0954'NORTH OF THE INTERSECTION OF TAXIWAYS.
 GG0954'THE STATION IS LOCATED 55.62 M (182.48 FT) SOUTH OF THE CENTER OF THE
 GG0954'NORTH VASI AT RUNWAY 36, 33.61 M (110.27 FT) WEST OF THE WEST EDGE OF
 GG0954'THE RUNWAY, 9.75 M (31.99 FT) EAST OF THE EAST EDGE OF THE PARALLEL
 GG0954'TAXIWAY, 9.20 M (30.18 FT) SOUTHEAST OF THE THIRD TAXIWAY LIGHT NORTH
 GG0954'OF THE INTERSECTION OF TAXIWAYS.
 GG0954
 GG0954                          STATION RECOVERY (1990)
 GG0954
 GG0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0954'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE AIRPORT BETWEEN RUNWAY
 GG0954'18-36 AND PARALLEL TAXIWAY, 310.3 FT (94.6 M) NORTH OF NORTH HEAD WALL
 GG0954'OF CULVERT UNDER TIE-IN TAXIWAY, 182.5 FT (55.6 M) SOUTH OF THE CENTER
 GG0954'OF THE NORTH VASI AT END 36, 110.3 FT (33.6 M) WEST OF THE WEST EDGE
 GG0954'OF RUNWAY, 32.0 FT (9.8 M) EAST OF THE EAST EDGE OF PARALLEL TAXIWAY
 GG0954'AND 30.2 FT (9.2 M) SOUTHEAST OF THE 3RD TAXIWAY LIGHT NORTH OF THE
 GG0954'INTERSECTION OF TAXIWAYS.  THE STATION IS A STANDARD NOS DISK STAMPED
 GG0954'H37 B 1984 SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 GG0954'GROUND.
 GG0954
 GG0954                          STATION RECOVERY (1992)
 GG0954
 GG0954'RECOVERED 1992
 GG0954'RECOVERED IN GOOD CONDITION.
 GG0954
 GG0954                          STATION RECOVERY (1999)
 GG0954
 GG0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDR)
 GG0954'RECOVERED AS DESCRIBED.THIS IS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0953 ***********************************************************************
 GG0953  SACS        -  This is a Secondary Airport Control Station.
 GG0953  DESIGNATION -  H37 C
 GG0953  PID         -  GG0953
 GG0953  STATE/COUNTY-  AR/WASHINGTON
 GG0953  USGS QUAD   -  SONORA (1994)
 GG0953
 GG0953                         *CURRENT SURVEY CONTROL
 GG0953  ___________________________________________________________________
 GG0953* NAD 83(1997)-  36 10 36.55742(N)    094 07 04.41516(W)     ADJUSTED  
 GG0953* NAVD 88     -       409.25   (meters)    1342.7    (feet)  GPS OBS   
 GG0953  ___________________________________________________________________
 GG0953  X           -    -370,157.075 (meters)                     COMP
 GG0953  Y           -  -5,141,442.073 (meters)                     COMP
 GG0953  Z           -   3,744,271.979 (meters)                     COMP
 GG0953  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GG0953  ELLIP HEIGHT-         381.22  (meters)          (12/05/01) GPS OBS
 GG0953  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0953
 GG0953  HORZ ORDER  -  FIRST
 GG0953  ELLP ORDER  -  FOURTH    CLASS I
 GG0953
 GG0953.This mark is at Springdale Airport (ASG)
 GG0953
 GG0953.The horizontal coordinates were established by GPS observations
 GG0953.and adjusted by the National Geodetic Survey in September 1999..
 GG0953
 GG0953.The orthometric height was determined by GPS observations and a
 GG0953.high-resolution geoid model.
 GG0953
 GG0953.GPS derived orthometric heights for airport stations designated as
 GG0953.PACS or SACS are published to 2 decimal places.  This maintains
 GG0953.centimeter relative accuracy between the PACS and SACS.  It does
 GG0953.not indicate centimeter accuracy relative to other marks which are
 GG0953.part of the NAVD 88 network.
 GG0953
 GG0953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0953
 GG0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0953
 GG0953.The ellipsoidal height was determined by GPS observations
 GG0953.and is referenced to NAD 83.
 GG0953
 GG0953.The geoid height was determined by GEOID03.
 GG0953
 GG0953;                    North         East     Units Scale Factor Converg.
 GG0953;SPC AR N     -   206,574.315   209,486.868   MT  0.99998932   -1 13 56.6
 GG0953;SPC AR N     -   677,735.90    687,291.50   sFT  0.99998932   -1 13 56.6
 GG0953;UTM  15      - 4,004,139.769   399,470.398   MT  0.99972452   -0 39 35.7
 GG0953
 GG0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0953!SPC AR N     -   0.99994017  x   0.99998932  =   0.99992949
 GG0953!UTM  15      -   0.99994017  x   0.99972452  =   0.99966471
 GG0953
 GG0953                          SUPERSEDED SURVEY CONTROL
 GG0953
 GG0953  ELLIP H (09/14/99)  381.18   (m)                       GP(       ) 4 1
 GG0953  NAD 83(1997)-  36 10 36.55657(N)    094 07 04.41550(W) AD(       ) 1
 GG0953  ELLIP H (06/23/99)  381.23   (m)                       GP(       ) 4 2
 GG0953  NAD 83(1997)-  36 10 36.57144(N)    094 07 04.41852(W) AD(       ) 2
 GG0953  NAD 83(1986)-  36 10 36.57283(N)    094 07 04.41843(W) AD(       ) 2
 GG0953  NGVD 29 (10/25/93)  409.1    (m)         1342.     (f) GPS OBS        
 GG0953
 GG0953.Superseded values are not recommended for survey control.
 GG0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0953.See file dsdata.txt to determine how the superseded data were derived.
 GG0953
 GG0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9947004140(NAD 83)
 GG0953_MARKER: DD = SURVEY DISK
 GG0953_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GG0953_SP_SET: CONCRETE PAD
 GG0953_STAMPING: H37 C 1992
 GG0953_MARK LOGO: NOS   
 GG0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0953+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 GG0953
 GG0953  HISTORY     - Date     Condition        Report By
 GG0953  HISTORY     - 1992     MONUMENTED       NOS
 GG0953  HISTORY     - 19990505 GOOD             NGS
 GG0953
 GG0953                          STATION DESCRIPTION
 GG0953
 GG0953'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 GG0953'THE STATION IS LOCATED AT THE SPRINGDALE MUNICIPAL AIRPORT, AND NEAR
 GG0953'MIDFIELD.
 GG0953'THE STATION IS LOCATED AT THE NW CORNER OF A CONCRETE PAD, EAST OF THE
 GG0953'RUNWAY AND EAST OF A PARALLEL TAXIWAY AND WEST OF A LARGE HANGAR.
 GG0953'THE STATION IS LOCATED 27.06 M (88.78 FT) EAST OF THE EAST EDGE
 GG0953'LEADING TO THE PARALLEL TAXIWAY, 19.62 M (64.37 FT) WEST OF A DOORWAY
 GG0953'IN THE NW CORNER OF A LARGE HANGAR, 12.58 M (41.27 FT) NORTH OF THE
 GG0953'CENTERLINE OF THE NARROW DRIVEWAY.
 GG0953
 GG0953                          STATION RECOVERY (1999)
 GG0953
 GG0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDR)
 GG0953'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 GG0953'LOCATED IN THE NORTHWEST CORNER OF A CONCRETE PAD IN FRONT OF THE BILL
 GG0953'SMITH HANGAR AND ON THE EAST SIDE OF THE AIRPORT, EAST OF THE RUNWAY
 GG0953'MID POINT.  THE STATION IS LOCATED 31.9M EAST OF THE CENTERLINE OF THE
 GG0953'EAST PARALLEL TAXIWAY, 19.5M WEST OF A DOOR AT THE NORTHWEST CORNER OF
 GG0953'BILL SMITH HANGAR, 12.1M NORTH FROM THE CENTER OF LEAD IN TAXIWAY,
 GG0953'11.7M SOUTHWEST FROM THE SOUTHWEST CORNER OF A STEEL DRAIN AND 0.2M
 GG0953'SOUTH OF THE NORTH EDGE OF THE CONCRETE PAD. THIS IS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2395 ***********************************************************************
 EH2395  DESIGNATION -  HAD
 EH2395  PID         -  EH2395
 EH2395  STATE/COUNTY-  AR/LONOKE
 EH2395  USGS QUAD   -  ENGLAND (1982)
 EH2395
 EH2395                         *CURRENT SURVEY CONTROL
 EH2395  ___________________________________________________________________
 EH2395* NAD 83(1986)-  34 33 24.     (N)    091 58 36.     (W)     SCALED    
 EH2395* NAVD 88     -        68.189  (meters)     223.72   (feet)  ADJUSTED  
 EH2395  ___________________________________________________________________
 EH2395  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EH2395  DYNAMIC HT  -          68.125 (meters)     223.51  (feet)  COMP
 EH2395  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 EH2395
 EH2395  VERT ORDER  -  SECOND    CLASS 0
 EH2395
 EH2395.The horizontal coordinates were scaled from a topographic map and have
 EH2395.an estimated accuracy of +/- 6 seconds.
 EH2395
 EH2395.The orthometric height was determined by differential leveling
 EH2395.and adjusted by the National Geodetic Survey in June 1991..
 EH2395
 EH2395.The geoid height was determined by GEOID03.
 EH2395
 EH2395.The dynamic height is computed by dividing the NAVD 88
 EH2395.geopotential number by the normal gravity value computed on the
 EH2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2395.degrees latitude (g = 980.6199 gals.).
 EH2395
 EH2395.The modeled gravity was interpolated from observed gravity values.
 EH2395
 EH2395;                    North         East    Units  Estimated Accuracy
 EH2395;SPC AR S     -   609,630.      402,140.      MT  (+/- 180 meters Scaled)
 EH2395
 EH2395                          SUPERSEDED SURVEY CONTROL
 EH2395
 EH2395  NGVD 29 (??/??/??)   68.230  (m)          223.85   (f) ADJUSTED    2 0
 EH2395
 EH2395.Superseded values are not recommended for survey control.
 EH2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2395.See file dsdata.txt to determine how the superseded data were derived.
 EH2395
 EH2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU938243(NAD 83)
 EH2395_MARKER: DB = BENCH MARK DISK
 EH2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2395_STAMPING: HAD 1934
 EH2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2395+STABILITY: SURFACE MOTION
 EH2395
 EH2395  HISTORY     - Date     Condition        Report By
 EH2395  HISTORY     - 1934     MONUMENTED       ARGS
 EH2395  HISTORY     - 1937     GOOD             CGS
 EH2395  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2395
 EH2395                          STATION DESCRIPTION
 EH2395
 EH2395'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH2395'1 MI NW FROM ENGLAND.
 EH2395'1. MILE NORTHWEST OF, ALONG S. L S. RY. FROM STATION.  ABOUT 389 FEET
 EH2395'NORTHWEST OF M.P.260-15.  26.4 FEET SOUTHWEST OF CENTERLINE OF ST.
 EH2395'LOUIS SOUTHWESTERN RY.  12 FEET NORTHWEST OF CENTERLINE OF DIRT ROAD
 EH2395'CROSSING.  TABLET SET IN PRECAST CONCRETE POST.
 EH2395
 EH2395                          STATION RECOVERY (1937)
 EH2395
 EH2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 EH2395'RECOVERED IN GOOD CONDITION.
 EH2395
 EH2395                          STATION RECOVERY (1976)
 EH2395
 EH2395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2054 ***********************************************************************
 FF2054  DESIGNATION -  HAEFER
 FF2054  PID         -  FF2054
 FF2054  STATE/COUNTY-  AR/CRITTENDEN
 FF2054  USGS QUAD   -  HEAFER (1974)
 FF2054
 FF2054                         *CURRENT SURVEY CONTROL
 FF2054  ___________________________________________________________________
 FF2054* NAD 83(1997)-  35 21 55.77924(N)    090 18 21.66890(W)     ADJUSTED  
 FF2054* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 FF2054  ___________________________________________________________________
 FF2054  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FF2054  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FF2054
 FF2054  HORZ ORDER  -  SECOND
 FF2054
 FF2054.The horizontal coordinates were established by classical geodetic methods
 FF2054.and adjusted by the National Geodetic Survey in September 1999..
 FF2054
 FF2054.The orthometric height was scaled from a topographic map.
 FF2054
 FF2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2054
 FF2054.The geoid height was determined by GEOID03.
 FF2054
 FF2054;                    North         East     Units Scale Factor Converg.
 FF2054;SPC AR N     -   115,833.408   553,933.304   MT  0.99994318   +0 59 08.6
 FF2054;SPC AR N     -   380,030.11  1,817,362.85   sFT  0.99994318   +0 59 08.6
 FF2054;UTM  15      - 3,916,908.136   744,762.114   MT  1.00033835   +1 33 36.1
 FF2054
 FF2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2054!SPC AR N     -   0.99999395  x   0.99994318  =   0.99993713
 FF2054!UTM  15      -   0.99999395  x   1.00033835  =   1.00033230
 FF2054
 FF2054:                Primary Azimuth Mark                     Grid Az
 FF2054:SPC AR N     -  TURRELL MUNICIPAL TANK                   078 09 42.7
 FF2054:UTM  15      -  TURRELL MUNICIPAL TANK                   077 35 15.2
 FF2054
 FF2054|---------------------------------------------------------------------|
 FF2054| PID    Reference Object                     Distance      Geod. Az  |
 FF2054|                                                           dddmmss.s |
 FF2054| FF2056 TURRELL MUNICIPAL TANK              APPROX. 4.8 KM 0790851.3 |
 FF2054| CI3768 HAEFER RM 1                          25.933 METERS 10014     |
 FF2054| CI3769 HAEFER RM 2                          31.842 METERS 33403     |
 FF2054| CI3767 HAEFER AZ MK                                       3575614.4 |
 FF2054|---------------------------------------------------------------------|
 FF2054
 FF2054                          SUPERSEDED SURVEY CONTROL
 FF2054
 FF2054  NAD 83(1997)-  35 21 55.78059(N)    090 18 21.66849(W) AD(       ) 2
 FF2054  NAD 83(1986)-  35 21 55.79074(N)    090 18 21.66918(W) AD(       ) 2
 FF2054  NAD 27      -  35 21 55.48430(N)    090 18 21.31660(W) AD(       ) 2
 FF2054
 FF2054.Superseded values are not recommended for survey control.
 FF2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2054.See file dsdata.txt to determine how the superseded data were derived.
 FF2054
 FF2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4476216908(NAD 83)
 FF2054_MARKER: DS = TRIANGULATION STATION DISK
 FF2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2054
 FF2054  HISTORY     - Date     Condition        Report By
 FF2054  HISTORY     - 1954     MONUMENTED       CGS
 FF2054  HISTORY     - 1969     MARK NOT FOUND   USGS
 FF2054  HISTORY     - 1974     MARK NOT FOUND   USGS
 FF2054
 FF2054                          STATION DESCRIPTION
 FF2054
 FF2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2054'THE STATION IS ABOUT 3 MILES SOUTHWEST OF TURRELL, 2 MILES
 FF2054'EAST OF HAEFER, IN THE SCHOOL YARD OF AN ABANDONED SCHOOL
 FF2054'BUILDING, 150 FEET SOUTHEAST OF A ROAD CROSSING, 108 FEET
 FF2054'SOUTHEAST OF A POWER-LINE POLE, 56 FEET WEST OF A WELL,
 FF2054'AND 6 FEET NORTH-NORTHWEST OF A 4 IN X 4 IN WITNESS POST.
 FF2054'
 FF2054'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FF2054'STAMPED HAEFER 1954.
 FF2054'
 FF2054'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 FF2054'42 AND U.S. HIGHWAY 61 ABOUT 1 MILE SOUTH OF TURRELL, GO
 FF2054'WEST ON STATE HIGHWAY 42 FOR 3.0 MILES TO A CROSS ROAD,
 FF2054'THE SCHOOL HOUSE ON THE LEFT AND THE STATION ON THE LEFT
 FF2054'AS DESCRIBED, TO REACH THE AZIMUTH MARK GO NORTH ON A DIRT
 FF2054'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FF2054'DESCRIBED.
 FF2054'
 FF2054'REFERENCE MARK NO. 1 IS 5 FEET SOUTHEAST OF THE SOUTHWEST
 FF2054'CORNER OF THE SCHOOL HOUSE.  THE MARK PROJECTS 3 INCHES
 FF2054'AND THE DISK IS STAMPED HAEFER NO 1 1954.
 FF2054'
 FF2054'REFERENCE MARK NO. 2 IS 50 FEET SOUTHEAST OF THE INTERSECTION,
 FF2054'AND 8 FEET SOUTHEAST OF THE POWER-LINE POLE.  THE MARK PROJECTS
 FF2054'4 INCHES AND THE DISK IS STAMPED HAEFER NO 2 1954.
 FF2054'
 FF2054'THE AZIMUTH MARK IS 20 FEET EAST OF THE DIRT ROAD, 2 FEET
 FF2054'EAST OF A 4 IN X 4 IN WITNESS POST AND 1 FOOT SOUTHEAST
 FF2054'OF A POWER-LINE POLE.  THE MARK PROJECTS 2 INCHES AND THE
 FF2054'DISK IS STAMPED HAEFER 1954.
 FF2054'
 FF2054'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF2054
 FF2054                          STATION RECOVERY (1969)
 FF2054
 FF2054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FAH)
 FF2054'NOT FOUND.
 FF2054
 FF2054                          STATION RECOVERY (1974)
 FF2054
 FF2054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LLA)
 FF2054'SEARCHED FOR - NOT FOUND.  A SMALL CHURCH HAS BEEN CONSTRUCTED AT
 FF2054'SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2265 ***********************************************************************
 EH2265  DESIGNATION -  HAF
 EH2265  PID         -  EH2265
 EH2265  STATE/COUNTY-  AR/LONOKE
 EH2265  USGS QUAD   -  HUMNOKE (1982)
 EH2265
 EH2265                         *CURRENT SURVEY CONTROL
 EH2265  ___________________________________________________________________
 EH2265* NAD 83(1986)-  34 32 36.     (N)    091 49 50.     (W)     SCALED    
 EH2265* NAVD 88     -        62.181  (meters)     204.01   (feet)  POSTED    
 EH2265  ___________________________________________________________________
 EH2265  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH2265  DYNAMIC HT  -          62.120 (meters)     203.81  (feet)  COMP
 EH2265  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 EH2265
 EH2265  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2265
 EH2265.The horizontal coordinates were scaled from a topographic map and have
 EH2265.an estimated accuracy of +/- 6 seconds.
 EH2265
 EH2265.The orthometric height was determined by differential leveling
 EH2265.and adjusted by the National Geodetic Survey in 1992..
 EH2265.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2265.rate of 0.0 thru 1.0 mm/km.
 EH2265
 EH2265.The geoid height was determined by GEOID03.
 EH2265
 EH2265.The dynamic height is computed by dividing the NAVD 88
 EH2265.geopotential number by the normal gravity value computed on the
 EH2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2265.degrees latitude (g = 980.6199 gals.).
 EH2265
 EH2265.The modeled gravity was interpolated from observed gravity values.
 EH2265
 EH2265;                    North         East    Units  Estimated Accuracy
 EH2265;SPC AR S     -   608,160.      415,550.      MT  (+/- 180 meters Scaled)
 EH2265
 EH2265                          SUPERSEDED SURVEY CONTROL
 EH2265
 EH2265  NGVD 29 (??/??/??)   62.209  (m)          204.10   (f) ADJUSTED    2 0
 EH2265
 EH2265.Superseded values are not recommended for survey control.
 EH2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2265.See file dsdata.txt to determine how the superseded data were derived.
 EH2265
 EH2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU073230(NAD 83)
 EH2265_MARKER: DD = SURVEY DISK
 EH2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2265_STAMPING: HAF 1936
 EH2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2265+STABILITY: SURFACE MOTION
 EH2265
 EH2265  HISTORY     - Date     Condition        Report By
 EH2265  HISTORY     - 1936     MONUMENTED       ARGS
 EH2265  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH2265
 EH2265                          STATION DESCRIPTION
 EH2265
 EH2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2265'2.7 MI E FROM COY.
 EH2265'2.7 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 EH2265'STATION AT COY, LONOKE COUNTY, 0.2 MILE WEST OF RYAN, 40 FEET
 EH2265'SOUTHWEST OF POLE 251-07, 96 FEET SOUTH OF THE CENTERLINE OF STATE
 EH2265'HIGHWAY 30, 35 FEET NORTH OF THE NORTH RAIL, AND SET IN THE TOP OF A
 EH2265'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2399 ***********************************************************************
 EH2399  DESIGNATION -  HAG
 EH2399  PID         -  EH2399
 EH2399  STATE/COUNTY-  AR/LONOKE
 EH2399  USGS QUAD   -  ENGLAND (1982)
 EH2399
 EH2399                         *CURRENT SURVEY CONTROL
 EH2399  ___________________________________________________________________
 EH2399* NAD 83(1986)-  34 32 25.     (N)    091 58 02.     (W)     SCALED    
 EH2399* NAVD 88     -        70.126  (meters)     230.07   (feet)  POSTED    
 EH2399  ___________________________________________________________________
 EH2399  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH2399  DYNAMIC HT  -          70.060 (meters)     229.86  (feet)  COMP
 EH2399  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EH2399
 EH2399  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EH2399
 EH2399.The horizontal coordinates were scaled from a topographic map and have
 EH2399.an estimated accuracy of +/- 6 seconds.
 EH2399
 EH2399.The orthometric height was determined by differential leveling
 EH2399.and adjusted by the National Geodetic Survey in 1992..
 EH2399.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EH2399.rate of 1.1 thru 2.0 mm/km.
 EH2399
 EH2399.The geoid height was determined by GEOID03.
 EH2399
 EH2399.The dynamic height is computed by dividing the NAVD 88
 EH2399.geopotential number by the normal gravity value computed on the
 EH2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2399.degrees latitude (g = 980.6199 gals.).
 EH2399
 EH2399.The modeled gravity was interpolated from observed gravity values.
 EH2399
 EH2399;                    North         East    Units  Estimated Accuracy
 EH2399;SPC AR S     -   607,810.      403,010.      MT  (+/- 180 meters Scaled)
 EH2399
 EH2399                          SUPERSEDED SURVEY CONTROL
 EH2399
 EH2399  NGVD 29 (??/??/??)   70.164  (m)          230.20   (f) ADJUSTED    2 0
 EH2399
 EH2399.Superseded values are not recommended for survey control.
 EH2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2399.See file dsdata.txt to determine how the superseded data were derived.
 EH2399
 EH2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU947225(NAD 83)
 EH2399_MARKER: DD = SURVEY DISK
 EH2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2399_STAMPING: HAG 1934
 EH2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2399+STABILITY: SURFACE MOTION
 EH2399
 EH2399  HISTORY     - Date     Condition        Report By
 EH2399  HISTORY     - 1934     MONUMENTED       ARGS
 EH2399  HISTORY     - 1937     GOOD             ARGS
 EH2399  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2399
 EH2399                          STATION DESCRIPTION
 EH2399
 EH2399'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH2399'IN ENGLAND.
 EH2399'1000 FEET SOUTH OF ENGLAND STATION.  ON EAST SIDE OF MAIN LINE OF
 EH2399'COTTON BELT RAILROAD.  18 FEET EAST OF EAST RAIL MAIN LINE TO PINE
 EH2399'BLUFF AND 40 FEET WEST OF WEST RAIL OF BRANCH LINE TO COY, AND 30 FEET
 EH2399'NORTH OF SECTION HOUSE NO. 88, NEAR THE SOUTHEAST CORNER OF NW 1/4 OF
 EH2399'SECTION 15, T-2-S, R-9-W, BETWEEN MILEPOST 274-20 AND 274-21 ON COTTON
 EH2399'BELT LINE TO PINE BLUFF.
 EH2399
 EH2399                          STATION RECOVERY (1976)
 EH2399
 EH2399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1812 ***********************************************************************
 FG1812  DESIGNATION -  HAGARVILLE
 FG1812  PID         -  FG1812
 FG1812  STATE/COUNTY-  AR/JOHNSON
 FG1812  USGS QUAD   -  HAGARVILLE (1980)
 FG1812
 FG1812                         *CURRENT SURVEY CONTROL
 FG1812  ___________________________________________________________________
 FG1812* NAD 83(1997)-  35 31 47.73870(N)    093 18 50.55217(W)     ADJUSTED  
 FG1812* NAVD 88     -       161.4    (meters)     530.     (feet)  VERTCON   
 FG1812  ___________________________________________________________________
 FG1812  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 FG1812  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FG1812
 FG1812  HORZ ORDER  -  SECOND
 FG1812
 FG1812.The horizontal coordinates were established by classical geodetic methods
 FG1812.and adjusted by the National Geodetic Survey in September 1999..
 FG1812
 FG1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1812
 FG1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1812
 FG1812.The geoid height was determined by GEOID03.
 FG1812
 FG1812;                    North         East     Units Scale Factor Converg.
 FG1812;SPC AR N     -   133,546.963   280,833.102   MT  0.99993638   -0 45 52.7
 FG1812;SPC AR N     -   438,145.33    921,366.60   sFT  0.99993638   -0 45 52.7
 FG1812;UTM  15      - 3,931,857.919   471,529.055   MT  0.99960999   -0 10 57.0
 FG1812
 FG1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1812!SPC AR N     -   0.99997918  x   0.99993638  =   0.99991556
 FG1812!UTM  15      -   0.99997918  x   0.99960999  =   0.99958918
 FG1812
 FG1812:                Primary Azimuth Mark                     Grid Az
 FG1812:SPC AR N     -  HAGARVILLE AZ MK                         210 48 00.8
 FG1812:UTM  15      -  HAGARVILLE AZ MK                         210 13 05.1
 FG1812
 FG1812|---------------------------------------------------------------------|
 FG1812| PID    Reference Object                     Distance      Geod. Az  |
 FG1812|                                                           dddmmss.s |
 FG1812| CI1533 HAGARVILLE AZ MK                                   2100208.1 |
 FG1812| CI1534 HAGARVILLE RM 1                       9.768 METERS 21947     |
 FG1812| CI1535 HAGARVILLE RM 2                      13.695 METERS 35127     |
 FG1812|---------------------------------------------------------------------|
 FG1812
 FG1812                          SUPERSEDED SURVEY CONTROL
 FG1812
 FG1812  NAD 83(1997)-  35 31 47.74990(N)    093 18 50.55226(W) AD(       ) 2
 FG1812  NAD 83(1986)-  35 31 47.74892(N)    093 18 50.55243(W) AD(       ) 2
 FG1812  NAD 27      -  35 31 47.44984(N)    093 18 49.90822(W) AD(       ) 2
 FG1812  NGVD 29 (07/19/86)  161.4    (m)          530.     (f) VERT ANG       
 FG1812
 FG1812.Superseded values are not recommended for survey control.
 FG1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1812.See file dsdata.txt to determine how the superseded data were derived.
 FG1812
 FG1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7152931858(NAD 83)
 FG1812_MARKER: DS = TRIANGULATION STATION DISK
 FG1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1812
 FG1812  HISTORY     - Date     Condition        Report By
 FG1812  HISTORY     - 1971     MONUMENTED       NGS
 FG1812
 FG1812                          STATION DESCRIPTION
 FG1812
 FG1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1812'THE STATION IS ABOUT 4 MILES NORTH AND 8-1/4 MILES EAST OF
 FG1812'CLARKVILLE, 1 MILE SOUTH AND 7 MILES EAST OF HILLCREST, 1 MILE NORTH
 FG1812'AND 1/2 MILE EAST OF HAGARVILLE, IN THE SOUTHEAST 1/4 SECTION OF
 FG1812'SECTION 10, T. 10 N., R. 22 W. AND ON THE RIGHT OF WAY OF STATE
 FG1812'HIGHWAY 123.
 FG1812'
 FG1812'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123 AND 164
 FG1812'IN THE NORTHWEST SECTION OF HARVILLE, GO NORTHEAST AND NORTHERLY ON
 FG1812'STATE HIGHWAY 123 FOR 1 MILE TO THE BRIDGE OVER DRY CREEK AND THE
 FG1812'AZIMUTH MARK ON THE LEFT.
 FG1812'
 FG1812'THE STATION MARK IS A STANDARD DISK, STAMPED HAGARVILLE 1971, SET IN
 FG1812'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 FG1812'WITH THE GROUND SURFACE.  IT IS 42 FEET SOUTHWEST OF THE CENTER OF A
 FG1812'DIRT ROAD, 39 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 FG1812'123, 3 FEET SOUTHEAST OF A FENCE AND 2.8 FEET SOUTHEAST OF A
 FG1812'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN AN
 FG1812'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE AND
 FG1812'IS STAMPED HAGARVILLE 1971.
 FG1812'
 FG1812'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAGARVILLE NO 1 1971,
 FG1812'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FG1812'FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET NORTHWEST OF THE
 FG1812'CENTER LINE OF THE HIGHWAY, 31.6 FEET SOUTHWEST OF THE WITNESS POST,
 FG1812'1 FOOT SOUTHEAST OF THE FENCE AND ABOUT 2 FEET LOWER IN ELEVATION
 FG1812'THAN THE STATION.
 FG1812'
 FG1812'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAGARVILLE NO 2 1971,
 FG1812'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FG1812'FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET NORTHWEST OF THE
 FG1812'CENTER LINE OF THE HIGHWAY, 43.6 FEET NORTH OF THE WITNESS POST, 14
 FG1812'FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 1 FOOT NORTHEAST
 FG1812'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1812'
 FG1812'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAGARVILLE 1971,
 FG1812'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF THE DRY CREEK
 FG1812'BRIDGE.  IT IS 14 FEET NORTHWEST OF THE CENTERLINE OF THE
 FG1812'HIGHWAY.
 FG1812'
 FG1812'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2257 ***********************************************************************
 EH2257  DESIGNATION -  HAL
 EH2257  PID         -  EH2257
 EH2257  STATE/COUNTY-  AR/LONOKE
 EH2257  USGS QUAD   -  ENGLAND (1982)
 EH2257
 EH2257                         *CURRENT SURVEY CONTROL
 EH2257  ___________________________________________________________________
 EH2257* NAD 83(1986)-  34 32 19.     (N)    091 57 16.     (W)     SCALED    
 EH2257* NAVD 88     -        69.350  (meters)     227.53   (feet)  POSTED    
 EH2257  ___________________________________________________________________
 EH2257  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH2257  DYNAMIC HT  -          69.280 (meters)     227.30  (feet)  COMP
 EH2257  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 EH2257
 EH2257  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2257
 EH2257.The horizontal coordinates were scaled from a topographic map and have
 EH2257.an estimated accuracy of +/- 6 seconds.
 EH2257
 EH2257.The orthometric height was determined by differential leveling
 EH2257.and adjusted by the National Geodetic Survey in 1992..
 EH2257.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2257.rate of 0.0 thru 1.0 mm/km.
 EH2257
 EH2257.The geoid height was determined by GEOID03.
 EH2257
 EH2257.The dynamic height is computed by dividing the NAVD 88
 EH2257.geopotential number by the normal gravity value computed on the
 EH2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2257.degrees latitude (g = 980.6199 gals.).
 EH2257
 EH2257.The modeled gravity was interpolated from observed gravity values.
 EH2257
 EH2257;                    North         East    Units  Estimated Accuracy
 EH2257;SPC AR S     -   607,630.      404,180.      MT  (+/- 180 meters Scaled)
 EH2257
 EH2257                          SUPERSEDED SURVEY CONTROL
 EH2257
 EH2257  NGVD 29 (??/??/??)   69.390  (m)          227.66   (f) ADJUSTED    2 0
 EH2257
 EH2257.Superseded values are not recommended for survey control.
 EH2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2257.See file dsdata.txt to determine how the superseded data were derived.
 EH2257
 EH2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU959223(NAD 83)
 EH2257_MARKER: DD = SURVEY DISK
 EH2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2257_STAMPING: H A L 1934
 EH2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2257+STABILITY: SURFACE MOTION
 EH2257
 EH2257  HISTORY     - Date     Condition        Report By
 EH2257  HISTORY     - 1934     MONUMENTED       ARGS
 EH2257  HISTORY     - 1955     GOOD             CGS
 EH2257  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2257
 EH2257                          STATION DESCRIPTION
 EH2257
 EH2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2257'1.2 MI SE FROM ENGLAND.
 EH2257'0.7 MILE EAST ALONG STATE HIGHWAY 30 FROM THE ST. LOUIS AND
 EH2257'SOUTHWESTERN RAILROAD STATION AT ENGLAND, THENCE 0.5 MILE SOUTH ALONG
 EH2257'STATE HIGHWAY 15, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 44.5
 EH2257'FEET SOUTHEAST OF A TELEPHONE POLE, 32 FEET NORTHEAST OF THE CENTER OF
 EH2257'A WIRE GATE WHICH IS ON TOP OF AN OLD RAILROAD GRADE, SET IN THE TOP
 EH2257'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EH2257
 EH2257                          STATION RECOVERY (1976)
 EH2257
 EH2257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2006 ***********************************************************************
 DK2006  DESIGNATION -  HALLEY MUN TANK
 DK2006  PID         -  DK2006
 DK2006  STATE/COUNTY-  AR/DESHA
 DK2006  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK2006
 DK2006                         *CURRENT SURVEY CONTROL
 DK2006  ___________________________________________________________________
 DK2006* NAD 83(1997)-  33 33 12.30059(N)    091 23 08.16935(W)     ADJUSTED  
 DK2006* NAVD 88     -                                                        
 DK2006  ___________________________________________________________________
 DK2006  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 DK2006  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK2006
 DK2006  HORZ ORDER  -  THIRD
 DK2006
 DK2006.The horizontal coordinates were established by classical geodetic methods
 DK2006.and adjusted by the National Geodetic Survey in September 1999..
 DK2006
 DK2006
 DK2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2006
 DK2006.The geoid height was determined by GEOID03.
 DK2006
 DK2006;                    North         East     Units Scale Factor Converg.
 DK2006;SPC AR S     -   498,523.142   457,053.282   MT  0.99995348   +0 20 37.9
 DK2006;SPC AR S     - 1,635,571.34  1,499,515.64   sFT  0.99995348   +0 20 37.9
 DK2006;UTM  15      - 3,713,808.706   649,869.519   MT  0.99987691   +0 53 32.9
 DK2006
 DK2006                          SUPERSEDED SURVEY CONTROL
 DK2006
 DK2006  NAD 83(1997)-  33 33 12.30481(N)    091 23 08.16460(W) AD(       ) 4
 DK2006  NAD 83(1986)-  33 33 12.30864(N)    091 23 08.16424(W) AD(       ) 4
 DK2006  NAD 27      -  33 33 11.90518(N)    091 23 07.73324(W) AD(       ) 3
 DK2006
 DK2006.Superseded values are not recommended for survey control.
 DK2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2006.See file dsdata.txt to determine how the superseded data were derived.
 DK2006
 DK2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4987013809(NAD 83)
 DK2006_MARKER: 53 = ELEVATED TANK
 DK2006
 DK2006  HISTORY     - Date     Condition        Report By
 DK2006  HISTORY     - 1965     FIRST OBSERVED   CGS
 DK2006
 DK2006                          STATION DESCRIPTION
 DK2006
 DK2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK2006'STATION IS LOCATED IN THE SMALL TOWN OF HALLEY, ON THE WEST
 DK2006'SIDE OF U.S. HIGHWAY 65 AND ON CITY PROPERTY.
 DK2006'
 DK2006'STATION IS A STEEL OVAL SHAPED TANK, GREEN IN COLOR, ABOUT 130
 DK2006'FEET IN HEIGHT AND IS SUPPORTED BY 4-STEEL TUBULAR SHAPED LEGS.
 DK2006'
 DK2006'POINT INTERSECTED, WAS THE TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0107 ***********************************************************************
 GE0107  DESIGNATION -  HALLIDAY
 GE0107  PID         -  GE0107
 GE0107  STATE/COUNTY-  AR/GREENE
 GE0107  USGS QUAD   -  MARMADUKE (1992)
 GE0107
 GE0107                         *CURRENT SURVEY CONTROL
 GE0107  ___________________________________________________________________
 GE0107* NAD 83(1997)-  36 08 37.32770(N)    090 24 46.55825(W)     ADJUSTED  
 GE0107* NAVD 88     -        81.761  (meters)     268.24   (feet)  ADJUSTED  
 GE0107  ___________________________________________________________________
 GE0107  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GE0107  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0107  DYNAMIC HT  -          81.694 (meters)     268.02  (feet)  COMP
 GE0107  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 GE0107
 GE0107  HORZ ORDER  -  SECOND
 GE0107  VERT ORDER  -  FIRST     CLASS II
 GE0107
 GE0107.The horizontal coordinates were established by classical geodetic methods
 GE0107.and adjusted by the National Geodetic Survey in September 1999..
 GE0107
 GE0107.The orthometric height was determined by differential leveling
 GE0107.and adjusted by the National Geodetic Survey in June 1991..
 GE0107
 GE0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0107
 GE0107.The geoid height was determined by GEOID03.
 GE0107
 GE0107.The dynamic height is computed by dividing the NAVD 88
 GE0107.geopotential number by the normal gravity value computed on the
 GE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0107.degrees latitude (g = 980.6199 gals.).
 GE0107
 GE0107.The modeled gravity was interpolated from observed gravity values.
 GE0107
 GE0107;                    North         East     Units Scale Factor Converg.
 GE0107;SPC AR N     -   202,001.474   542,827.229   MT  0.99998351   +0 55 24.6
 GE0107;SPC AR N     -   662,733.17  1,780,925.67   sFT  0.99998351   +0 55 24.6
 GE0107;SPC MO E     -    34,439.362   257,835.507   MT  0.99993409   +0 03 04.9
 GE0107;UTM  15      - 4,002,988.025   732,766.734   MT  1.00026763   +1 31 35.7
 GE0107
 GE0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0107!SPC AR N     -   0.99999160  x   0.99998351  =   0.99997511
 GE0107!SPC MO E     -   0.99999160  x   0.99993409  =   0.99992569
 GE0107!UTM  15      -   0.99999160  x   1.00026763  =   1.00025923
 GE0107
 GE0107:                Primary Azimuth Mark                     Grid Az
 GE0107:SPC AR N     -  MARMADUKE MUNICIPAL TANK                 022 54 58.1
 GE0107:SPC MO E     -  MARMADUKE MUNICIPAL TANK                 023 47 17.8
 GE0107:UTM  15      -  MARMADUKE MUNICIPAL TANK                 022 18 47.0
 GE0107
 GE0107|---------------------------------------------------------------------|
 GE0107| PID    Reference Object                     Distance      Geod. Az  |
 GE0107|                                                           dddmmss.s |
 GE0107| GE1009 MARMADUKE MUNICIPAL TANK            APPROX. 5.9 KM 0235022.7 |
 GE0107| GE0108 HALLIDAY RM 1                        29.450 METERS 13642     |
 GE0107| GE0106 O 8 9                                21.316 METERS 19346     |
 GE0107| GE0109 HALLIDAY RM 2                        26.143 METERS 21509     |
 GE0107| GE0122 FIRST                               APPROX.10.1 KM 2271717.0 |
 GE0107| GE0110 HALLIDAY AZ MK                                     2393542.0 |
 GE0107|---------------------------------------------------------------------|
 GE0107
 GE0107                          SUPERSEDED SURVEY CONTROL
 GE0107
 GE0107  NAD 83(1986)-  36 08 37.33842(N)    090 24 46.55895(W) AD(       ) 2
 GE0107  NAD 27      -  36 08 37.09880(N)    090 24 46.18390(W) AD(       ) 2
 GE0107  NGVD 29 (??/??/92)   81.754  (m)          268.22   (f) ADJ UNCH    1 2
 GE0107
 GE0107.Superseded values are not recommended for survey control.
 GE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0107.See file dsdata.txt to determine how the superseded data were derived.
 GE0107
 GE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3276702988(NAD 83)
 GE0107_MARKER: DS = TRIANGULATION STATION DISK
 GE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0107_STAMPING: HALLIDAY 1953
 GE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0107+STABILITY: SURFACE MOTION
 GE0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0107+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0107
 GE0107  HISTORY     - Date     Condition        Report By
 GE0107  HISTORY     - 1953     MONUMENTED       CGS
 GE0107  HISTORY     - 1956     GOOD             NGS
 GE0107  HISTORY     - 1960     GOOD             CGS
 GE0107  HISTORY     - 1970     GOOD             NGS
 GE0107  HISTORY     - 20020801 GOOD             USACE
 GE0107
 GE0107                          STATION DESCRIPTION
 GE0107
 GE0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0107'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF PARAGOULD,
 GE0107'ABOUT 3.5 MILES SOUTHWEST OF MARMADUKE, 55 FEET NORTH OF THE
 GE0107'CENTER OF A GRAVELED ROAD, 46 FEET NORTHWEST OF A HICKORY
 GE0107'TREE WITH A TRIANGLE BLAZE AND 4 FEET SOUTH OF A WITNESS POST.
 GE0107'IT PROJECTS 5 INCHES AND IS STAMPED HALLIDAY 1953.
 GE0107'
 GE0107'REFERENCE MARK NO. 1 IS 51 FEET SOUTHEAST OF THE TREE WITH THE
 GE0107'TRIANGLE BLAZE, 15 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD
 GE0107'AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 5
 GE0107'INCHES AND IS STAMPED HALLIDAY NO 1 1953.
 GE0107'
 GE0107'REFERENCE MARK NO. 2 IS 79 FEET WEST SOUTHWEST OF THE TREE WITH
 GE0107'THE TRIANGLE BLAZE, 15 FEET SOUTH OF THE CENTER OF THE GRAVELED
 GE0107'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 GE0107'5 INCHES AND IS STAMPED HALLIDAY NO 2 1953.
 GE0107'
 GE0107'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 115.56 FEET.
 GE0107'
 GE0107'THE AZIMUTH MARK IS 51 FEET NORTHWEST OF THE CENTER OF STATE
 GE0107'HIGHWAY 1E, 9 FEET NORTHEAST OF A T FENCE CORNER, 1 FOOT
 GE0107'NORTHEAST OF A WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCE LINE.
 GE0107'IT PROJECTS 3 INCHES AND IS STAMPED HALLIDAY 1953.
 GE0107'
 GE0107'U.S. ENGINEER DEPARTMENT MARK IS 49 FEET SOUTHWEST OF THE
 GE0107'TREE WITH THE TRIANGLE BLAZE, 13 FEET SOUTH OF THE CENTER
 GE0107'OF THE GRAVELED ROAD AND 2.5 FEET NORTH OF AN EAST-WEST FENCE LINE.
 GE0107'IT IS A STANDARD U.S. ENGINEER DEPARTMENT DISK SET IN THE TOP
 GE0107'OF A CONCRETE POST THAT IS ABOUT 8 INCHES IN DIAMETER.  IT
 GE0107'PROJECTS 2 INCHES AND IS STAMPED 0-8-9.
 GE0107'
 GE0107'TO REACH THE STATION FROM THE POST OFFICE IN MARMADUKE GO
 GE0107'WEST FOR 1 BLOCK, THEN TURN LEFT AND GO SOUTH AND SOUTHWEST
 GE0107'ON STATE HIGHWAY 1E FOR 3.45 MILES TO A CROSSROAD, TURN LEFT
 GE0107'AND GO EAST, ACROSS RAILROAD TRACKS, FOR 0.2 MILE TO THE
 GE0107'TRIANGLE BLAZED TREE AND THE STATION AS DESCRIBED.
 GE0107'
 GE0107'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE
 GE0107'GRAVELED ROAD FOR 0.2 MILE TO STATE HIGHWAY 1E, TURN LEFT AND
 GE0107'GO SOUTHWESTERLY ON STATE HIGHWAY 1E FOR 0.2 MILE TO THE
 GE0107'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GE0107'
 GE0107'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0107
 GE0107                          STATION RECOVERY (1956)
 GE0107
 GE0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GE0107'3.6 MI SW FROM MARMADUKE.
 GE0107'ABOUT 3.45 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0107'RAILWAY FROM THE STATION AT MARMADUKE, THENCE ABOUT 0.2 MILE
 GE0107'EAST ALONG A GRAVEL ROAD, 56 FEET NORTH OF CENTER LINE OF ROAD,
 GE0107'IN WOODS, 149 FEET WEST-NORTHWEST OF CENTER OF AN 8-FOOT WOODEN
 GE0107'CULVERT (MEASURED AT CENTER OF CULVERT AND CENTER LINE OF ROAD)
 GE0107'96.72 FEET NORTHWEST AND ACROSS ROAD FROM RM NO. 1, 85.75 FEET
 GE0107'NORTHEAST AND ACROSS ROAD FROM RM NO. 2, 69.95 FEET
 GE0107'NORTH-NORTHEAST AND ACROSS ROAD FROM BM O-8-9 (U.S.E.), 46 FEET
 GE0107'NORTHWEST OF A TRIANGULAR BLAZED 30-INCH HICKORY TREE WHICH IS
 GE0107'IN A FENCE LINE, 39 FEET NORTH OF FENCE LINE, 5 FEET SOUTH OF
 GE0107'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 GE0107'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GE0107
 GE0107                          STATION RECOVERY (1960)
 GE0107
 GE0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 GE0107'THE STATION WAS VISITED 8-22-60 AND THE STATION MARK AND
 GE0107'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 GE0107'THE AZIMUTH MARK WAS FOUND DESTROYED BY ROAD MACHINERY.  THE
 GE0107'DISK WAS NOT FOUND.  THE 1953 DESCRIPTION FOR THE STATION
 GE0107'IS ADEQUATE.
 GE0107
 GE0107                          STATION RECOVERY (1970)
 GE0107
 GE0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0107'THE STATION MARK, REFERENCE MARKS AND 0-8-9 (USE) WERE FOUND
 GE0107'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 GE0107'NOT FOUND.  EVEN IF THE AZIMUTH MARK HAD BEEN FOUND THE LINE
 GE0107'OF SIGHT TO THE STATION WOULD BE OBSTRUCTED BY TREES.  THE
 GE0107'DISTANCE TO THE MARKS CHECKED AND THE DIRECTION BETWEEN THEM.
 GE0107'A NEW DESCRIPTION FOLLOWS-
 GE0107'
 GE0107'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF PARAGOULD,
 GE0107'IN THE SOUTH EDGE OF A WOODED AREA, 45 FEET NORTHWEST OF A
 GE0107'36 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST
 GE0107'SIDE, 56 FEET NORTH OF THE CENTERLINE OF GRADED ROAD, 30 FEET
 GE0107'EAST OF A 10 INCH HICKORY TREE, 13 FEET WEST OF A 12 INCH OAK
 GE0107'TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 GE0107'PROJECTS 4 INCHES AND THE DISK IS STAMPED HALLIDAY 1953.
 GE0107'
 GE0107'TO REACH THE STATION FROM THE POST OFFICE AT MARMADUKE, GO
 GE0107'WEST FOR 1 BLOCK TO THE INTERSECTION WITH STATE HIGHWAY 1.
 GE0107'TURN LEFT AND GO SOUTH ON HIGHWAY 1 FOR 3.45 MILES TO A
 GE0107'CROSSROAD (CHURCH IN THE NORTHWEST ANGLE).  TURN LEFT CROSSING
 GE0107'RAILROAD TRACK AND GO EAST ON GRADED ROAD FOR 0.2 MILE TO THE
 GE0107'STATION ON THE LEFT.
 GE0107'
 GE0107'REFERENCE MARK 1 IS 51 FEET SOUTHEAST OF THE 36 INCH OAK TREE,
 GE0107'2 FEET NORTH OF A FENCE, 15 FEET SOUTH OF THE CENTERLINE OF THE
 GE0107'ROAD AND 13 FEET WEST OF A 16 INCH BOX ELDER TREE.  THE
 GE0107'MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 GE0107'HALLIDAY NO 1 1953.
 GE0107'
 GE0107'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE FENCE, 1 FOOT EAST
 GE0107'OF A METAL WITNESS POST, 15 FEET SOUTH OF THE CENTERLINE OF THE
 GE0107'ROAD AND 34 FEET SOUTH OF A 20 INCH TWIN TRUNK WILD CHERRY
 GE0107'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HALLIDAY
 GE0107'NO 2 1953.
 GE0107'
 GE0107'0-8-9 (USE) IS A STANDARD U.S.E.D. DISK SET IN THE TOP OF A
 GE0107'ROUND CONCRETE POST WHICH IS 4 INCHES UNDERGROUND AND STAMPED
 GE0107'0-8-9.  IT IS 13 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 GE0107'2.5 FEET NORTH OF THE FENCE.
 GE0107'
 GE0107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 GE0107'MILES SOUTHWEST OF MARMADUKE
 GE0107'
 GE0107'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0107
 GE0107                          STATION RECOVERY (2002)
 GE0107
 GE0107'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0110 ***********************************************************************
 GE0110  DESIGNATION -  HALLIDAY AZ MK
 GE0110  PID         -  GE0110
 GE0110  STATE/COUNTY-  AR/GREENE
 GE0110  USGS QUAD   -  MARMADUKE (1992)
 GE0110
 GE0110                         *CURRENT SURVEY CONTROL
 GE0110  ___________________________________________________________________
 GE0110* NAD 83(1986)-  36 08 28.     (N)    090 25 02.     (W)     SCALED    
 GE0110* NAVD 88     -        82.084  (meters)     269.30   (feet)  ADJUSTED  
 GE0110  ___________________________________________________________________
 GE0110  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0110  DYNAMIC HT  -          82.016 (meters)     269.08  (feet)  COMP
 GE0110  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 GE0110
 GE0110  VERT ORDER  -  FIRST     CLASS II
 GE0110
 GE0110.The horizontal coordinates were scaled from a topographic map and have
 GE0110.an estimated accuracy of +/- 6 seconds.
 GE0110
 GE0110.The orthometric height was determined by differential leveling
 GE0110.and adjusted by the National Geodetic Survey in June 1991..
 GE0110
 GE0110.The geoid height was determined by GEOID03.
 GE0110
 GE0110.The dynamic height is computed by dividing the NAVD 88
 GE0110.geopotential number by the normal gravity value computed on the
 GE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0110.degrees latitude (g = 980.6199 gals.).
 GE0110
 GE0110.The modeled gravity was interpolated from observed gravity values.
 GE0110
 GE0110;                    North         East    Units  Estimated Accuracy
 GE0110;SPC AR N     -   201,710.      542,450.      MT  (+/- 180 meters Scaled)
 GE0110
 GE0110                          SUPERSEDED SURVEY CONTROL
 GE0110
 GE0110  NGVD 29 (??/??/92)   82.076  (m)          269.28   (f) ADJ UNCH    1 2
 GE0110
 GE0110.Superseded values are not recommended for survey control.
 GE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0110.See file dsdata.txt to determine how the superseded data were derived.
 GE0110
 GE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA323026(NAD 83)
 GE0110_MARKER: DZ = AZIMUTH MARK DISK
 GE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0110_STAMPING: HALLIDAY 1953
 GE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0110+STABILITY: SURFACE MOTION
 GE0110
 GE0110  HISTORY     - Date     Condition        Report By
 GE0110  HISTORY     - 1953     MONUMENTED       CGS
 GE0110  HISTORY     - 1956     GOOD             NGS
 GE0110
 GE0110                          STATION DESCRIPTION
 GE0110
 GE0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0110'3.7 MI SW FROM MARMADUKE.
 GE0110'ABOUT 3.7 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0110'RAILWAY FROM THE STATION AT MARMADUKE, ABOUT 0.45 MILE NORTHEAST OF
 GE0110'MILE POLE 97, ABOUT 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 1 FROM
 GE0110'A ROAD CROSSING AND UNION CENTRAL CHURCH OF CHRIST, 130 1/2 FEET
 GE0110'NORTHWEST AND ACROSS HIGHWAY 1 FROM THE NORTHWEST RAIL, 52 FEET
 GE0110'NORTHWEST OF CENTER LINE OF HIGHWAY, 9 1/2 FEET NORTHEAST OF A
 GE0110'T FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST
 GE0110'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF
 GE0110'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0108 ***********************************************************************
 GE0108  DESIGNATION -  HALLIDAY RM 1
 GE0108  PID         -  GE0108
 GE0108  STATE/COUNTY-  AR/GREENE
 GE0108  USGS QUAD   -  MARMADUKE (1992)
 GE0108
 GE0108                         *CURRENT SURVEY CONTROL
 GE0108  ___________________________________________________________________
 GE0108* NAD 83(1986)-  36 08 37.     (N)    090 24 46.     (W)     SCALED    
 GE0108* NAVD 88     -        81.528  (meters)     267.48   (feet)  ADJUSTED  
 GE0108  ___________________________________________________________________
 GE0108  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0108  DYNAMIC HT  -          81.461 (meters)     267.26  (feet)  COMP
 GE0108  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 GE0108
 GE0108  VERT ORDER  -  FIRST     CLASS II
 GE0108
 GE0108.The horizontal coordinates were scaled from a topographic map and have
 GE0108.an estimated accuracy of +/- 6 seconds.
 GE0108
 GE0108.The orthometric height was determined by differential leveling
 GE0108.and adjusted by the National Geodetic Survey in June 1991..
 GE0108
 GE0108.The geoid height was determined by GEOID03.
 GE0108
 GE0108.The dynamic height is computed by dividing the NAVD 88
 GE0108.geopotential number by the normal gravity value computed on the
 GE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0108.degrees latitude (g = 980.6199 gals.).
 GE0108
 GE0108.The modeled gravity was interpolated from observed gravity values.
 GE0108
 GE0108;                    North         East    Units  Estimated Accuracy
 GE0108;SPC AR N     -   201,990.      542,840.      MT  (+/- 180 meters Scaled)
 GE0108
 GE0108                          SUPERSEDED SURVEY CONTROL
 GE0108
 GE0108  NGVD 29 (??/??/92)   81.520  (m)          267.45   (f) ADJ UNCH    1 2
 GE0108
 GE0108.Superseded values are not recommended for survey control.
 GE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0108.See file dsdata.txt to determine how the superseded data were derived.
 GE0108
 GE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA327029(NAD 83)
 GE0108_MARKER: DR = REFERENCE MARK DISK
 GE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0108_STAMPING: HALLIDAY NO 1 1953
 GE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0108+STABILITY: SURFACE MOTION
 GE0108
 GE0108  HISTORY     - Date     Condition        Report By
 GE0108  HISTORY     - 1953     MONUMENTED       CGS
 GE0108  HISTORY     - 1956     GOOD             NGS
 GE0108
 GE0108                          STATION DESCRIPTION
 GE0108
 GE0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0108'3.6 MI SW FROM MARMADUKE.
 GE0108'ABOUT 3.45 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0108'RAILWAY FROM THE STATION AT MARMADUKE, THENCE ABOUT 0.2 MILE EAST
 GE0108'ALONG A GRAVEL ROAD, 15 FEET SOUTH OF CENTER LINE OF ROAD,
 GE0108'75 FEET WEST OF CENTER LINE OF ROAD AT CENTER OF AN 8-FOOT WOODEN
 GE0108'CULVERT, 115.75 FEET EAST OF RM NO. 2, 82.94 FEET EAST OF BM
 GE0108'O-8-9 (U.S.E.), 96.72 FEET SOUTHEAST AND ACROSS ROAD FROM STATION
 GE0108'MARK, 2 FEET NORTH OF A FENCE LINE, ABOUT 2 FEET ABOVE LEVEL
 GE0108'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0109 ***********************************************************************
 GE0109  DESIGNATION -  HALLIDAY RM 2
 GE0109  PID         -  GE0109
 GE0109  STATE/COUNTY-  AR/GREENE
 GE0109  USGS QUAD   -  MARMADUKE (1992)
 GE0109
 GE0109                         *CURRENT SURVEY CONTROL
 GE0109  ___________________________________________________________________
 GE0109* NAD 83(1986)-  36 08 37.     (N)    090 24 46.     (W)     SCALED    
 GE0109* NAVD 88     -        81.695  (meters)     268.03   (feet)  ADJUSTED  
 GE0109  ___________________________________________________________________
 GE0109  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0109  DYNAMIC HT  -          81.629 (meters)     267.81  (feet)  COMP
 GE0109  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 GE0109
 GE0109  VERT ORDER  -  FIRST     CLASS II
 GE0109
 GE0109.The horizontal coordinates were scaled from a topographic map and have
 GE0109.an estimated accuracy of +/- 6 seconds.
 GE0109
 GE0109.The orthometric height was determined by differential leveling
 GE0109.and adjusted by the National Geodetic Survey in June 1991..
 GE0109
 GE0109.The geoid height was determined by GEOID03.
 GE0109
 GE0109.The dynamic height is computed by dividing the NAVD 88
 GE0109.geopotential number by the normal gravity value computed on the
 GE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0109.degrees latitude (g = 980.6199 gals.).
 GE0109
 GE0109.The modeled gravity was interpolated from observed gravity values.
 GE0109
 GE0109;                    North         East    Units  Estimated Accuracy
 GE0109;SPC AR N     -   201,990.      542,840.      MT  (+/- 180 meters Scaled)
 GE0109
 GE0109                          SUPERSEDED SURVEY CONTROL
 GE0109
 GE0109  NGVD 29 (??/??/92)   81.688  (m)          268.00   (f) ADJ UNCH    1 2
 GE0109
 GE0109.Superseded values are not recommended for survey control.
 GE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0109.See file dsdata.txt to determine how the superseded data were derived.
 GE0109
 GE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA327029(NAD 83)
 GE0109_MARKER: DR = REFERENCE MARK DISK
 GE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0109_STAMPING: HALLIDAY NO 2 1953
 GE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0109+STABILITY: SURFACE MOTION
 GE0109
 GE0109  HISTORY     - Date     Condition        Report By
 GE0109  HISTORY     - 1953     MONUMENTED       CGS
 GE0109  HISTORY     - 1956     GOOD             NGS
 GE0109
 GE0109                          STATION DESCRIPTION
 GE0109
 GE0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0109'3.6 MI SW FROM MARMADUKE.
 GE0109'ABOUT 3.45 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0109'RAILWAY FROM THE STATION AT MARMADUKE, THENCE ABOUT 0.2 MILE EAST
 GE0109'ALONG A GRAVEL ROAD, 15 FEET SOUTH OF CENTER LINE OF ROAD,
 GE0109'115.75 FEET WEST OF RM NO. 1, 85.75 FEET SOUTHWEST AND ACROSS
 GE0109'ROAD FROM STATION MARK, 32.84 FEET WEST OF BM O-8-9 (U.S.E.),
 GE0109'1 FOOT NORTH OF A FENCE LINE, ABOUT 1 1/2 FEET ABOVE LEVEL OF
 GE0109'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2258 ***********************************************************************
 EH2258  DESIGNATION -  HAM
 EH2258  PID         -  EH2258
 EH2258  STATE/COUNTY-  AR/LONOKE
 EH2258  USGS QUAD   -  ENGLAND (1982)
 EH2258
 EH2258                         *CURRENT SURVEY CONTROL
 EH2258  ___________________________________________________________________
 EH2258* NAD 83(1986)-  34 32 16.     (N)    091 56 00.     (W)     SCALED    
 EH2258* NAVD 88     -        67.806  (meters)     222.46   (feet)  POSTED    
 EH2258  ___________________________________________________________________
 EH2258  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EH2258  DYNAMIC HT  -          67.740 (meters)     222.24  (feet)  COMP
 EH2258  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 EH2258
 EH2258  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2258
 EH2258.The horizontal coordinates were scaled from a topographic map and have
 EH2258.an estimated accuracy of +/- 6 seconds.
 EH2258
 EH2258.The orthometric height was determined by differential leveling
 EH2258.and adjusted by the National Geodetic Survey in 1992..
 EH2258.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2258.rate of 0.0 thru 1.0 mm/km.
 EH2258
 EH2258.The geoid height was determined by GEOID03.
 EH2258
 EH2258.The dynamic height is computed by dividing the NAVD 88
 EH2258.geopotential number by the normal gravity value computed on the
 EH2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2258.degrees latitude (g = 980.6199 gals.).
 EH2258
 EH2258.The modeled gravity was interpolated from observed gravity values.
 EH2258
 EH2258;                    North         East    Units  Estimated Accuracy
 EH2258;SPC AR S     -   607,540.      406,120.      MT  (+/- 180 meters Scaled)
 EH2258
 EH2258                          SUPERSEDED SURVEY CONTROL
 EH2258
 EH2258  NGVD 29 (??/??/??)   67.843  (m)          222.58   (f) ADJUSTED    2 0
 EH2258
 EH2258.Superseded values are not recommended for survey control.
 EH2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2258.See file dsdata.txt to determine how the superseded data were derived.
 EH2258
 EH2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU978223(NAD 83)
 EH2258_MARKER: DD = SURVEY DISK
 EH2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2258_STAMPING: H A M 1934
 EH2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2258+STABILITY: SURFACE MOTION
 EH2258
 EH2258  HISTORY     - Date     Condition        Report By
 EH2258  HISTORY     - 1934     MONUMENTED       ARGS
 EH2258  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH2258
 EH2258                          STATION DESCRIPTION
 EH2258
 EH2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2258'2.1 MI E FROM ENGLAND.
 EH2258'2.1 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 EH2258'STATION AT ENGLAND, LONOKE COUNTY, NEAR THE NORTHEAST CORNER OF THE
 EH2258'NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 13, T 2 S, R 9
 EH2258'W, 100 FEET SOUTH OF A POINT 100 FEET EAST OF POLE 257-10, 40 FEET
 EH2258'SOUTH OF THE SOUTH RAIL, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0833 ***********************************************************************
 GE0833  DESIGNATION -  HAMIL
 GE0833  PID         -  GE0833
 GE0833  STATE/COUNTY-  AR/RANDOLPH
 GE0833  USGS QUAD   -  WARM SPRINGS (1981)
 GE0833
 GE0833                         *CURRENT SURVEY CONTROL
 GE0833  ___________________________________________________________________
 GE0833* NAD 83(1997)-  36 25 10.66750(N)    091 04 37.83682(W)     ADJUSTED  
 GE0833* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 GE0833  ___________________________________________________________________
 GE0833  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 GE0833  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GE0833
 GE0833  HORZ ORDER  -  SECOND
 GE0833
 GE0833.The horizontal coordinates were established by classical geodetic methods
 GE0833.and adjusted by the National Geodetic Survey in September 1999..
 GE0833
 GE0833.The orthometric height was scaled from a topographic map.
 GE0833
 GE0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0833
 GE0833.The geoid height was determined by GEOID03.
 GE0833
 GE0833;                    North         East     Units Scale Factor Converg.
 GE0833;SPC AR N     -   231,856.668   482,764.375   MT  1.00004214   +0 32 13.2
 GE0833;SPC AR N     -   760,683.08  1,583,869.45   sFT  1.00004214   +0 32 13.2
 GE0833;SPC MO E     -    65,206.700   198,239.888   MT  0.99996633   -0 20 33.6
 GE0833;UTM  15      - 4,032,210.872   672,386.357   MT  0.99996614   +1 08 30.7
 GE0833
 GE0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0833!SPC AR N     -   0.99997262  x   1.00004214  =   1.00001476
 GE0833!SPC MO E     -   0.99997262  x   0.99996633  =   0.99993895
 GE0833!UTM  15      -   0.99997262  x   0.99996614  =   0.99993876
 GE0833
 GE0833:                Primary Azimuth Mark                     Grid Az
 GE0833:SPC AR N     -  HAMIL AZ MK                              073 54 35.9
 GE0833:SPC MO E     -  HAMIL AZ MK                              074 47 22.7
 GE0833:UTM  15      -  HAMIL AZ MK                              073 18 18.4
 GE0833
 GE0833|---------------------------------------------------------------------|
 GE0833| PID    Reference Object                     Distance      Geod. Az  |
 GE0833|                                                           dddmmss.s |
 GE0833| CI1539 HAMIL AZ MK                                        0742649.1 |
 GE0833| CI1540 HAMIL RM 1                           27.670 METERS 09419     |
 GE0833| GE1062 MAYNARD                             APPROX.15.9 KM 0945451.7 |
 GE0833| CI1541 HAMIL RM 2                           25.869 METERS 17923     |
 GE0833|---------------------------------------------------------------------|
 GE0833
 GE0833                          SUPERSEDED SURVEY CONTROL
 GE0833
 GE0833  NAD 83(1986)-  36 25 10.67502(N)    091 04 37.83600(W) AD(       ) 2
 GE0833  NAD 27      -  36 25 10.44340(N)    091 04 37.37830(W) AD(       ) 2
 GE0833
 GE0833.Superseded values are not recommended for survey control.
 GE0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0833.See file dsdata.txt to determine how the superseded data were derived.
 GE0833
 GE0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7238632211(NAD 83)
 GE0833_MARKER: DS = TRIANGULATION STATION DISK
 GE0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0833
 GE0833  HISTORY     - Date     Condition        Report By
 GE0833  HISTORY     - 1955     MONUMENTED       CGS
 GE0833
 GE0833                          STATION DESCRIPTION
 GE0833
 GE0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0833'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF POCAHONTAS,
 GE0833'10-1/2 MILES WEST OF MAYNARD, IN THE APPROXIMATE CENTER OF THE
 GE0833'AREA FORMED BY FOUR CONCRETE BLOCKS THAT WERE FORMERLY THE
 GE0833'FOUNDATION OF A LOOKOUT TOWER, 3.5 FEET SOUTHEAST OF A WHITE
 GE0833'4 IN X 4 IN WITNESS POST AND ON LAND OWNED BY MR. C.B. WOODWARD.
 GE0833'
 GE0833'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 GE0833'IN POCAHONTAS, GO WEST AND NORTH ON STATE HIGHWAYS 115 AND 90
 GE0833'FOR 1 MILE TO THE JUNCTION OF STATE HIGHWAY 90 ON THE LEFT,
 GE0833'TURN LEFT (NORTH AND NORTHWEST) AND FOLLOW STATE HIGHWAY 90
 GE0833'FOR 8.4 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (NORTH)
 GE0833'AND FOLLOW THE MAIN ROAD FOR 3.85 MILES TO THE SMALL SETTLEMENT
 GE0833'OF HAMIL, CONTINUE ON THE RIGHT ROAD FOR 0.25 MILE TO A
 GE0833'Y-JUNCTION, GO STRAIGHT AHEAD ON THE LEFT ROAD FOR 0.45 MILE
 GE0833'TO A WIRE GATE, ENTER GATE AND TURN SHARP RIGHT AND FOLLOW A
 GE0833'WASHED ROUGH ROAD FOR 0.75 MILE TO A ROAD FORK AT AN OLD
 GE0833'DESERTED FARM HOUSE, TURN RIGHT (EAST) AND GO FOR 0.1 MILE
 GE0833'TO THE STATION AS DESCRIBED.
 GE0833'
 GE0833'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY
 GE0833'ACROSS OPEN FIELD FOR 0.1 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 GE0833'
 GE0833'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 GE0833'HAMIL 1955.
 GE0833'
 GE0833'REFERENCE MARK 1 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 GE0833'HAMIL NO 1 1955.
 GE0833'
 GE0833'REFERENCE MARK 2 IS 6 FEET NORTH OF A WIRE FENCE.  THE MARK
 GE0833'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HAMIL NO 2 1955.
 GE0833'
 GE0833'THE AZIMUTH MARK IS 4 FEET NORTH OF A WHITE 4 IN X 4 IN
 GE0833'WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS
 GE0833'6 INCHES, AND THE DISK IS STAMPED HAMIL 1955.
 GE0833'
 GE0833'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3063 ***********************************************************************
 EH3063  DESIGNATION -  HAMILTON
 EH3063  PID         -  EH3063
 EH3063  STATE/COUNTY-  AR/LONOKE
 EH3063  USGS QUAD   -  PARKERS CORNER (1994)
 EH3063
 EH3063                         *CURRENT SURVEY CONTROL
 EH3063  ___________________________________________________________________
 EH3063* NAD 83(1997)-  34 39 29.80714(N)    091 44 42.25202(W)     ADJUSTED  
 EH3063* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 EH3063  ___________________________________________________________________
 EH3063  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 EH3063  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EH3063
 EH3063  HORZ ORDER  -  FIRST
 EH3063
 EH3063.The horizontal coordinates were established by classical geodetic methods
 EH3063.and adjusted by the National Geodetic Survey in September 1999..
 EH3063
 EH3063.The orthometric height was scaled from a topographic map.
 EH3063
 EH3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3063
 EH3063.The geoid height was determined by GEOID03.
 EH3063
 EH3063;                    North         East     Units Scale Factor Converg.
 EH3063;SPC AR S     -   620,929.185   423,367.880   MT  0.99997762   +0 08 33.7
 EH3063;SPC AR S     - 2,037,165.17  1,388,999.45   sFT  0.99997762   +0 08 33.7
 EH3063;UTM  15      - 3,835,864.871   614,991.745   MT  0.99976298   +0 42 49.4
 EH3063
 EH3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3063!SPC AR S     -   0.99999398  x   0.99997762  =   0.99997160
 EH3063!UTM  15      -   0.99999398  x   0.99976298  =   0.99975696
 EH3063
 EH3063:                Primary Azimuth Mark                     Grid Az
 EH3063:SPC AR S     -  HAZEN MUNICIPAL TANK                     047 32 58.1
 EH3063:UTM  15      -  HAZEN MUNICIPAL TANK                     046 58 42.4
 EH3063
 EH3063|---------------------------------------------------------------------|
 EH3063| PID    Reference Object                     Distance      Geod. Az  |
 EH3063|                                                           dddmmss.s |
 EH3063| EH3051 HAZEN MUNICIPAL TANK                APPROX.20.4 KM 0474131.8 |
 EH3063| CY6165 HAMILTON RM 1                        29.060 METERS 06447     |
 EH3063| CY6164 HAMILTON AZ MK                                     0915616.4 |
 EH3063| CY6167 HAMILTON RM 3                        29.687 METERS 10841     |
 EH3063| EH3068 HUMNOKE MUNICIPAL TANK              APPROX.12.8 KM 1860819.0 |
 EH3063| EH3073 COY MUNICIPAL TANK                  APPROX.17.7 KM 2224551.6 |
 EH3063| EH3066 CULLER RAD STA KKU 995 MAST         APPROX. 4.9 KM 2885913.2 |
 EH3063| CY6168 HAMILTON RM 4 AZIMUTH                              3021710.9 |
 EH3063| CY6166 HAMILTON RM 2                        42.962 METERS 30428     |
 EH3063| EH3077 DALLAS LOUISVILLE AWY BCN 33        APPROX.16.4 KM 3542150.4 |
 EH3063| EH3078 CARLISLE ARK ST RICE MILL E TK      APPROX.13.9 KM 3574020.9 |
 EH3063| EH3079 CARLISLE ARK ST RICE MILL W TK      APPROX.13.9 KM 3574247.4 |
 EH3063| EH3054 CARLISLE MUNICIPAL TANK             APPROX.14.0 KM 3594305.4 |
 EH3063|---------------------------------------------------------------------|
 EH3063
 EH3063                          SUPERSEDED SURVEY CONTROL
 EH3063
 EH3063  NAD 83(1986)-  34 39 29.81262(N)    091 44 42.24608(W) AD(       ) 1
 EH3063  NAD 27      -  34 39 29.47600(N)    091 44 41.76700(W) AD(       ) 1
 EH3063
 EH3063.Superseded values are not recommended for survey control.
 EH3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3063.See file dsdata.txt to determine how the superseded data were derived.
 EH3063
 EH3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1499235865(NAD 83)
 EH3063_MARKER: DS = TRIANGULATION STATION DISK
 EH3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3063+STABILITY: SURFACE MOTION
 EH3063
 EH3063  HISTORY     - Date     Condition        Report By
 EH3063  HISTORY     - 1938     MONUMENTED       CGS
 EH3063  HISTORY     - 1965     GOOD             CGS
 EH3063  HISTORY     - 1974     GOOD             NGS
 EH3063  HISTORY     - 19980801 GOOD             NRCS
 EH3063
 EH3063                          STATION DESCRIPTION
 EH3063
 EH3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 EH3063'STATION HAMILTON IS LOCATED ABOUT 9.0 MILES S AND 0.6 MILE
 EH3063'E OF CARLISLE ON THE N SIDE OF THE CARLISLE-HAMILTON ROAD,
 EH3063'2.5 MILES N AND 1.5 MILES W OF THE HAMILTON CHURCH AND SCHOOLHOUSE
 EH3063'ON LAND OWNED BY J.W. SMITH WHO LIVES ABOUT 30 YARDS N OF
 EH3063'THE STATION.  THE MARK IS 1 FOOT E OF N-S WIRE FENCE BETWEEN
 EH3063'OPEN LOT IN FRONT, S, OF SMITHS HOUSE AND HAY FIELD ON THE
 EH3063'W, 68 FEET N OF THE CENTER LINE OF E-W GRAVELED ROAD, 41
 EH3063'FEET S OF THE S YARD FENCE AROUND SMITHS HOUSE, A SLAT
 EH3063'FENCE. THE MARK PROJECTS 6 INCHES.
 EH3063'
 EH3063'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 EH3063'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH3063'
 EH3063'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 3 FEET W OF
 EH3063'THE N GATEPOST AT THE E END OF S YARD FENCE, 108 FEET N
 EH3063'OF THE CENTER LINE OF ROAD, AND PROJECTS 8 INCHES.  REFERENCE
 EH3063'MARK NO. 2 IS NW OF THE STATION, SET 3 FEET E OF THE SW CORNER
 EH3063'OF YARD FENCE, PICKET.  IT IS 143 FEET N OF THE CENTER LINE
 EH3063'OF ROAD, AND PROJECTS 6 INCHES.
 EH3063'
 EH3063'THE AZIMUTH MARK IS E OF THE STATION, SET IN A SW FENCE
 EH3063'CORNER, 21 FEET N OF THE CENTER LINE OF AN E-W GRAVELED ROAD, AND
 EH3063'PROJECTS 8 INCHES.  TO REACH THE AZIMUTH MARK FROM THE
 EH3063'STATION, DRIVE E ON GRAVELED ROAD 0.5 MILE.
 EH3063'
 EH3063'STATION WAS REACHED FROM CARLISLE BY DRIVING S ON GRAVELED
 EH3063'ROAD FROM U.S. HIGHWAY 70, PAVED, IN THE SW SIDE OF TOWN FOR
 EH3063'8.1 MILES TO A CROSS ROAD, THENCE E ON GRAVELED ROAD 0.6
 EH3063'MILE TO SMITHS HOUSE AND THE STATION ON THE N SIDE OF THE
 EH3063'ROAD.
 EH3063'
 EH3063'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 EH3063
 EH3063                          STATION RECOVERY (1965)
 EH3063
 EH3063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3063'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 EH3063'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 EH3063'NO. 1 CHECKED.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND
 EH3063'TO BE 0.83 OF A FOOT LONGER THAN THE ORIGINAL MEASUREMENT
 EH3063'AND THE DIRECTION WAS FOUND TO BE 3 MINUTES AND 0.1 SECOND
 EH3063'LOWER THAN THE ORIGINAL DIRECTION.  THE DISTANCE TO THE
 EH3063'AZIMUTH MARK CHECKED BUT THE DIRECTION WAS 17.8 SECONDS
 EH3063'LOWER THAN THE OLD DIRECTION.  REFERENCE MARK NO. 2 IS BEING
 EH3063'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER AND A
 EH3063'REFERENCE MARK NO. 3 IS BEING ESTABLISHED AT THIS TIME.
 EH3063'
 EH3063'A COMPLETE NEW DESCRIPTION FOLLOWS-
 EH3063'
 EH3063'STATION IS ABOUT 9 MILES SOUTH OF CARLISLE, 8-1/2 MILES NORTH OF
 EH3063'HUMNOKE AND ON THE PROPERTY OF MR. J.W. SMITH.
 EH3063'
 EH3063'STATION MARKS ARE STANDARD DISKS STAMPED HAMILTON 1938.
 EH3063'THE SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH3063'PROJECTS 3 INCHES.  IT IS 6 FEET SOUTHWEST OF A POWER POLE,
 EH3063'50 FEET NORTHEAST OF A 10 INCH ELM TREE, 66 FEET NORTH OF THE
 EH3063'CENTERLINE OF A GRAVELED ROAD AND 84 FEET SOUTH OF THE
 EH3063'SOUTHWEST CORNER OF A HOUSE.  THE UNDERGROUND MARK WAS NOT
 EH3063'INSPECTED.
 EH3063'
 EH3063'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 EH3063'AND STATE HIGHWAY 13 AT THE SOUTHWEST EDGE OF CARLISLE,
 EH3063'GO SOUTH ON STATE HIGHWAY 13 FOR 5.05 MILES TO A BRIDGE
 EH3063'OVER SKINNERS BAYOU.  CONTINUE SOUTH ON HIGHWAY 13 FOR 3.45
 EH3063'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED
 EH3063'ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT JUST SOUTHWEST
 EH3063'OF AN OLD HOUSE.
 EH3063'
 EH3063'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAMILTON NO
 EH3063'1 1938, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EH3063'6 INCHES.  IT IS 52 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EH3063'OF THE OLD HOUSE, 89 FEET EAST OF THE POWER POLE AND 108
 EH3063'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD.
 EH3063'
 EH3063'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HAMILTON NO
 EH3063'3 1938, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH3063'WITH THE SURFACE OF THE GROUND.  IT IS 35 FEET NORTH OF THE
 EH3063'CENTER OF THE GRAVELED ROAD, 94 FEET EAST OF THE POWER POLE
 EH3063'AND 118 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE.
 EH3063'
 EH3063'AZIMUTH MARK A STANDARD DISK STAMPED HAMILTON 1938, IS SET
 EH3063'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 EH3063'IS 1.5 FEET NORTH OF A METAL WITNESS POST, 23 FEET NORTH
 EH3063'OF THE CENTER OF A GRAVELED ROAD AND 151 FEET SOUTHEAST
 EH3063'OF THE SOUTHEAST CORNER OF A FRAME HOUSE.
 EH3063'
 EH3063'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 EH3063'GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 EH3063'
 EH3063'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH3063'
 EH3063'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH3063
 EH3063                          STATION RECOVERY (1974)
 EH3063
 EH3063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 EH3063'THE STATION WAS VISITED 11-28-74 AND ALL MARKS WERE RECOVERED.  THE
 EH3063'STATION MARK AND RM NO 1 MONUMENTS HAVE BEEN CHIPPED BUT WERE SOLID
 EH3063'AND IN PLACE.  THE AZIMUTH MARK WAS IN DANGER OF BEING DESTROYED BY
 EH3063'CONSTRUCTION OF A ROAD.  A NEW AZIMUTH MARK WAS ESTABLISHED AT
 EH3063'THIS DATE AND THE DISK WAS RECLAIMED FROM THE OLD AZIMUTH MARK.  A
 EH3063'NEW DESCRIPTION FOLLOWS--
 EH3063'
 EH3063'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF CARLISLE, 2.5 MILES
 EH3063'NORTH AND 1.5 MILES WEST OF THE HAMILTON CHURCH ON THE NORTH SIDE
 EH3063'OF THE HAMILTON LOOP ROAD.
 EH3063'
 EH3063'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 13
 EH3063'SOUTH IN THE SOUTHWEST EDGE OF CARLISLE, GO SOUTH ON STATE HIGHWAY
 EH3063'13 FOR 5.1 MILES TO A BRIDGE OVER A SMALL STREAM.  CONTINUE SOUTH
 EH3063'ON STATE HIGHWAY 13 FOR 3.45 MILES TO A CROSSROAD WITH A HOUSE IN
 EH3063'THE SOUTHEAST ANGLE.  TURN LEFT AND GO EAST FOR 0.6 MILE TO AN
 EH3063'OLD HOUSE AND THE STATION ON THE LEFT.
 EH3063'
 EH3063'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 EH3063'HAMILTON 1938, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 EH3063'GROUND, 85 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF OLD
 EH3063'HOUSE, 66 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 6 FEET
 EH3063'SOUTHWEST OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS POST AND
 EH3063'SIGN.
 EH3063'
 EH3063'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 EH3063'HAMILTON NO 1 1938, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 EH3063'4 INCHES.  IT IS 88.5 FEET EAST-NORTHEAST OF A POWER POLE, 52 FEET
 EH3063'SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD HOUSE AND 36.5 FEET
 EH3063'SOUTH-SOUTHEAST OF A LONE 18 INCH CEDAR TREE.
 EH3063'
 EH3063'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 EH3063'HAMILTON NO 3 1938, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH
 EH3063'THE GROUND.  IT IS 118 FEET SOUTH OF THE SOUTHEAST CORNER OF AN OLD
 EH3063'HOUSE, 108 FEET SOUTH-SOUTHEAST OF A LONE 18 INCH CEDAR TREE, 93.5
 EH3063'FEET EAST-SOUTHEAST OF A POWER POLE, 37.5 FEET NORTH OF THE
 EH3063'CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH OF A METAL WITNESS
 EH3063'POST AND SIGN.
 EH3063'
 EH3063'THE DISTANCE BETWEEN RM NO 1 AND RM NO 3 IS 72.08 FEET.
 EH3063'
 EH3063'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED (HAMILTON
 EH3063'1938 NO 4 1974 AZI), SET IN TOP OF A ROUND CONCRETE POST, FLUSH
 EH3063'WITH THE GROUND.  IT IS ABOUT 0.45 MILE NORTHWEST OF THE STATION,
 EH3063'94 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE METAL
 EH3063'BUILDING, 15.5 FEET SOUTH OF THE CENTER OF A FARM ROAD, 2.5 FEET
 EH3063'WEST OF A POWER POLE WITH DOUBLE CROSS ARMS, AND 1 FOOT EAST OF A
 EH3063'METAL WITNESS POST AND SIGN.
 EH3063'
 EH3063'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG THE ROAD FOR
 EH3063'0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 13.  TURN RIGHT AND GO
 EH3063'NORTH ON STATE HIGHWAY 13 FOR 0.25 MILE TO A GRAVEL ROAD ON THE
 EH3063'RIGHT LEADING TO A FARM HOUSE AND BUILDINGS.  TURN RIGHT AND GO EAST
 EH3063'ON A GRAVEL ROAD FOR 0.15 MILE TO THE EAST END OF A FARM YARD
 EH3063'AND THE MARK AS DESCRIBED.
 EH3063
 EH3063                          STATION RECOVERY (1998)
 EH3063
 EH3063'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3063'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2094 ***********************************************************************
 FF2094  DESIGNATION -  HAMLIN
 FF2094  PID         -  FF2094
 FF2094  STATE/COUNTY-  AR/CROSS
 FF2094  USGS QUAD   -  HAMLIN (1984)
 FF2094
 FF2094                         *CURRENT SURVEY CONTROL
 FF2094  ___________________________________________________________________
 FF2094* NAD 83(1997)-  35 13 04.05944(N)    090 54 46.18456(W)     ADJUSTED  
 FF2094* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 FF2094  ___________________________________________________________________
 FF2094  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FF2094  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF2094
 FF2094  HORZ ORDER  -  FIRST
 FF2094
 FF2094.The horizontal coordinates were established by classical geodetic methods
 FF2094.and adjusted by the National Geodetic Survey in September 1999..
 FF2094
 FF2094.The orthometric height was scaled from a topographic map.
 FF2094
 FF2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2094
 FF2094.The geoid height was determined by GEOID03.
 FF2094
 FF2094;                    North         East     Units Scale Factor Converg.
 FF2094;SPC AR N     -    98,669.775   498,975.820   MT  0.99995626   +0 37 57.4
 FF2094;SPC AR N     -   323,719.09  1,637,056.50   sFT  0.99995626   +0 37 57.4
 FF2094;UTM  15      - 3,899,191.935   689,965.965   MT  1.00004475   +1 12 14.4
 FF2094
 FF2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2094!SPC AR N     -   0.99999391  x   0.99995626  =   0.99995017
 FF2094!UTM  15      -   0.99999391  x   1.00004475  =   1.00003866
 FF2094
 FF2094|---------------------------------------------------------------------|
 FF2094| PID    Reference Object                     Distance      Geod. Az  |
 FF2094|                                                           dddmmss.s |
 FF2094| CI3774 HAMLIN RM 1                          27.940 METERS 00700     |
 FF2094| FF2077 WYNNE FEDERAL COMPRESS CO TANK      APPROX.11.3 KM 0814335.5 |
 FF2094| FF2080 WYNNE EAST MUNICIPAL TANK           APPROX.12.2 KM 0841045.5 |
 FF2094| FF2078 WYNNE WEST MUNICIPAL TANK           APPROX.10.8 KM 0861308.1 |
 FF2094| CI3773 HAMLIN AZ MK                                       1461836.7 |
 FF2094| CI3775 HAMLIN RM 2                          28.816 METERS 14827     |
 FF2094| FF1815 FAIR OAKS EMPIRE RICE MILL TK       APPROX.11.1 KM 2821421.6 |
 FF2094| FF1814 FAIR OAKS RICE GROWERS ELEV         APPROX.11.1 KM 2860642.3 |
 FF2094|---------------------------------------------------------------------|
 FF2094
 FF2094                          SUPERSEDED SURVEY CONTROL
 FF2094
 FF2094  NAD 83(1997)-  35 13 04.06564(N)    090 54 46.18122(W) AD(       ) 1
 FF2094  NAD 83(1986)-  35 13 04.06936(N)    090 54 46.18393(W) AD(       ) 1
 FF2094  NAD 27      -  35 13 03.75150(N)    090 54 45.76180(W) AD(       ) 1
 FF2094
 FF2094.Superseded values are not recommended for survey control.
 FF2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2094.See file dsdata.txt to determine how the superseded data were derived.
 FF2094
 FF2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8996699192(NAD 83)
 FF2094_MARKER: DS = TRIANGULATION STATION DISK
 FF2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2094
 FF2094  HISTORY     - Date     Condition        Report By
 FF2094  HISTORY     - 1954     MONUMENTED       CGS
 FF2094  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF2094
 FF2094                          STATION DESCRIPTION
 FF2094
 FF2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2094'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF FORREST CITY,
 FF2094'7 MILES WEST OF WYNNE AND 1-1/2 MILES SOUTH-SOUTHEAST OF
 FF2094'THE HAMLIN STATION OF THE MISSOURI-PACIFIC AND CHICAGO RAILROAD
 FF2094'ON LAND OWNED BY MR. GERALD BENNETT.  IT IS AT THE EAST
 FF2094'EDGE OF A CULTIVATED FIELD, 56.0 FEET SOUTHEAST OF A FENCE
 FF2094'CORNER, 26.0 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 FF2094'ROAD, 1.5 FEET SOUTH OF A WITNESS POST AND ABOUT 100 YARDS
 FF2094'SOUTHEAST OF A FARM HOUSE.  IT PROJECTS 5 INCHES AND IS
 FF2094'STAMPED HAMLIN 1954.
 FF2094'
 FF2094'REFERENCE MARK NO. 1 IS 32.0 FEET NORTHEAST OF THE CENTER
 FF2094'OF A GRAVELED ROAD AND 1.0 FOOT SOUTHWEST OF A FENCE.  IT
 FF2094'PROJECTS 5 INCHES AND IS STAMPED HAMLIN NO 1 1954.
 FF2094'
 FF2094'REFERENCE MARK NO. 2 IS 26.0 FEET SOUTHWEST OF THE CENTER
 FF2094'OF A GRAVELED ROAD AND AT THE EAST EDGE OF A CULTIVATED
 FF2094'FIELD.  IT PROJECTS 5 INCHES AND IS STAMPED HAMLIN NO 2 1954.
 FF2094'
 FF2094'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 FF2094'NO. 2 IS 175.80 FEET.
 FF2094'
 FF2094'THE AZIMUTH MARK IS 35.5 MILE NORTHEAST OF THE CENTER OF
 FF2094'A GRAVELED ROAD, 27.5 NORTHWEST OF AN OAK TREE AT A FENCE
 FF2094'CORNER AND 1.5 FEET WEST OF A WITNESS POST AND FENCE.  IT
 FF2094'PROJECTS 2 INCHES AND IS STAMPED HAMLIN 1954.
 FF2094'
 FF2094'TO REACH THE STATION FROM THE NORTH EDGE OF THE CROSS COUNTY
 FF2094'COURTHOUSE SQUARE IN WYNNE, GO NORTH ON STATE ROUTE NO. 1
 FF2094'FOR 0.15 MILE TO THE JUNCTION WITH U.S. HIGHWAY NO. 64.
 FF2094'CONTINUE NORTH AND WEST ON STATE ROUTE NO. 1 AND U.S. HIGHWAY
 FF2094'NO. 64 FOR 2.55 MILES TO WHERE STATE ROUTE NO. 1 TURNS RIGHT
 FF2094'AND U.S. HIGHWAY NO. 64 CONTINUES STRAIGHT AHEAD.  HERE
 FF2094'CONTINUE WESTERLY ON U.S. HIGHWAY NO. 64 FOR 7.75 MILES
 FF2094'TO A T ROAD LEFT JUST BEFORE REACHING THE FRAZIER STORE ON
 FF2094'THE RIGHT.  TURN LEFT AND GO SOUTHEAST FOR 1.2 MILES TO THE
 FF2094'HAMLIN STATION OF THE MISSOUR-PACIFIC AND CHICAGO RAILROAD,
 FF2094'CROSS TRACKS AND CONTINUE SOUTHEASTERLY ON A GRAVELED ROAD
 FF2094'FOR 1.4 MILES TO A POINT JUST BEYOND A FARM HOUSE ON THE
 FF2094'RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 FF2094'
 FF2094'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 FF2094'ON A GRAVELED ROAD FOR 0.4 MILE AND THE MARK ON THE LEFT
 FF2094'AS DESCRIBED.
 FF2094'
 FF2094'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2094
 FF2094                          STATION RECOVERY (1975)
 FF2094
 FF2094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF2094'ALL MARKS WERE DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2929 ***********************************************************************
 EH2929  DESIGNATION -  HAMMOND
 EH2929  PID         -  EH2929
 EH2929  STATE/COUNTY-  AR/WOODRUFF
 EH2929  USGS QUAD   -  DE VALLS BLUFF NE (1968)
 EH2929
 EH2929                         *CURRENT SURVEY CONTROL
 EH2929  ___________________________________________________________________
 EH2929* NAD 83(1997)-  34 59 46.19423(N)    091 18 40.13963(W)     ADJUSTED  
 EH2929* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 EH2929  ___________________________________________________________________
 EH2929  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 EH2929  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2929
 EH2929  HORZ ORDER  -  SECOND
 EH2929
 EH2929.The horizontal coordinates were established by classical geodetic methods
 EH2929.and adjusted by the National Geodetic Survey in September 1999..
 EH2929
 EH2929.The orthometric height was scaled from a topographic map.
 EH2929
 EH2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2929
 EH2929.The geoid height was determined by GEOID03.
 EH2929
 EH2929;                    North         East     Units Scale Factor Converg.
 EH2929;SPC AR N     -    73,755.934   462,885.546   MT  0.99998824   +0 24 03.0
 EH2929;SPC AR N     -   241,980.93  1,518,650.33   sFT  0.99998824   +0 24 03.0
 EH2929;SPC AR S     -   658,596.387   462,890.050   MT  1.00005925   +0 23 08.0
 EH2929;SPC AR S     - 2,160,744.98  1,518,665.11   sFT  1.00005925   +0 23 08.0
 EH2929;UTM  15      - 3,873,920.761   654,125.257   MT  0.99989277   +0 58 07.6
 EH2929
 EH2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2929!SPC AR N     -   0.99999545  x   0.99998824  =   0.99998369
 EH2929!SPC AR S     -   0.99999545  x   1.00005925  =   1.00005470
 EH2929!UTM  15      -   0.99999545  x   0.99989277  =   0.99988822
 EH2929
 EH2929|---------------------------------------------------------------------|
 EH2929| PID    Reference Object                     Distance      Geod. Az  |
 EH2929|                                                           dddmmss.s |
 EH2929| CY6170 HAMMOND RM 1                         23.774 METERS 00046     |
 EH2929| FF1818 COTTON PLANT E MUNICIPAL TANK       APPROX. 5.8 KM 0801402.7 |
 EH2929| FF1824 COTTON PLANT W MUNICIPAL TANK       APPROX. 4.9 KM 0823438.4 |
 EH2929| EH2903 COTTON PLANT SW VENEER CO TANK      APPROX. 5.9 KM 0885126.8 |
 EH2929| CY6171 HAMMOND RM 2                         24.879 METERS 11028     |
 EH2929| CY6169 HAMMOND AZ MK                                      1383851.9 |
 EH2929| EH3046 DES ARC ARK RICE GROWERS ELEV       APPROX.18.5 KM 2654924.6 |
 EH2929|---------------------------------------------------------------------|
 EH2929
 EH2929                          SUPERSEDED SURVEY CONTROL
 EH2929
 EH2929  NAD 83(1986)-  34 59 46.20186(N)    091 18 40.13737(W) AD(       ) 2
 EH2929  NAD 27      -  34 59 45.87060(N)    091 18 39.67730(W) AD(       ) 2
 EH2929
 EH2929.Superseded values are not recommended for survey control.
 EH2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2929.See file dsdata.txt to determine how the superseded data were derived.
 EH2929
 EH2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5412573921(NAD 83)
 EH2929_MARKER: DS = TRIANGULATION STATION DISK
 EH2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2929
 EH2929  HISTORY     - Date     Condition        Report By
 EH2929  HISTORY     - 1954     MONUMENTED       CGS
 EH2929  HISTORY     - 1963     GOOD             CGS
 EH2929
 EH2929                          STATION DESCRIPTION
 EH2929
 EH2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH2929'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST-SOUTHWEST OF COTTON
 EH2929'PLANT, 3-/4 MILE SOUTH OF STATE HIGHWAY 38, IN THE SOUTHWEST
 EH2929'CORNER OF THE BAPTIST CHURCH GROUNDS AND IN THE NORTHWEST
 EH2929'QUARTER OF SEC. 4, T 3 W, R 4 N.  IT IS 51 FEET SOUTHWEST OF THE
 EH2929'SOUTHWEST CORNER OF THE CHURCH AND 12 FEET NORTH OF A FENCE.
 EH2929'
 EH2929'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38
 EH2929'AND 17 AT THE WEST EDGE OF COTTON PLANT, GO WEST ON STATE HIGHWAY
 EH2929'38 FOR 3.0 MILES TO A CROSSROADS, TURN LEFT AND GO SOUTH ON A
 EH2929'GRAVELED ROAD FOR 0.7 MILE TO THE STATION ON THE RIGHT.  TO
 EH2929'REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.2 MILE TO
 EH2929'A FARM ROAD LEADING EAST, TURN LEFT AND GO EAST 0.2 MILE TO THE
 EH2929'MARK ON THE LEFT.
 EH2929'
 EH2929'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED HAMMOND
 EH2929'1954.
 EH2929'
 EH2929'REFERENCE MARK 1 IS 32 FEET WEST OF THE NORTHWEST CORNER OF THE
 EH2929'CHURCH.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 EH2929'STAMPED HAMMOND NO 1 1954.
 EH2929'
 EH2929'REFERENCE MARK 2 IS 78 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 EH2929'OF THE CHURCH AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 EH2929'8 INCHES AND THE DISK IS STAMPED HAMMOND NO 2 1954.
 EH2929'
 EH2929'THE AZIMUTH MARK IS 52 FEET NORTHWEST OF A POWER LINE POLE,
 EH2929'15 FEET NORTH OF THE CENTER OF THE ROAD AND 2 FEET NORTHWEST
 EH2929'OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 EH2929'AND THE DISK IS STAMPED HAMMOND 1954.
 EH2929'
 EH2929'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2929
 EH2929                          STATION RECOVERY (1963)
 EH2929
 EH2929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2929'STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  NO SEARCH WAS
 EH2929'MADE FOR RM 2 AND THE AZIMUTH MARK.
 EH2929'
 EH2929'ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1281 ***********************************************************************
 DL1281  DESIGNATION -  HAMPTON
 DL1281  PID         -  DL1281
 DL1281  STATE/COUNTY-  AR/CALHOUN
 DL1281  USGS QUAD   -  HAMPTON (1985)
 DL1281
 DL1281                         *CURRENT SURVEY CONTROL
 DL1281  ___________________________________________________________________
 DL1281* NAD 83(1997)-  33 32 28.55056(N)    092 27 53.78259(W)     ADJUSTED  
 DL1281* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 DL1281  ___________________________________________________________________
 DL1281  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DL1281  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL1281
 DL1281  HORZ ORDER  -  SECOND
 DL1281
 DL1281.The horizontal coordinates were established by classical geodetic methods
 DL1281.and adjusted by the National Geodetic Survey in September 1999..
 DL1281
 DL1281.The orthometric height was scaled from a topographic map.
 DL1281
 DL1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1281
 DL1281.The geoid height was determined by GEOID03.
 DL1281
 DL1281;                    North         East     Units Scale Factor Converg.
 DL1281;SPC AR S     -   497,102.136   356,819.219   MT  0.99995526   -0 15 36.8
 DL1281;SPC AR S     - 1,630,909.26  1,170,664.39   sFT  0.99995526   -0 15 36.8
 DL1281;UTM  15      - 3,711,422.304   549,675.975   MT  0.99963042   +0 17 44.3
 DL1281
 DL1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1281!SPC AR S     -   0.99999453  x   0.99995526  =   0.99994979
 DL1281!UTM  15      -   0.99999453  x   0.99963042  =   0.99962495
 DL1281
 DL1281|---------------------------------------------------------------------|
 DL1281| PID    Reference Object                     Distance      Geod. Az  |
 DL1281|                                                           dddmmss.s |
 DL1281| CY6173 HAMPTON RM 1                         20.612 METERS 21617     |
 DL1281| DL1280 HAMPTON MUNICIPAL TANK              APPROX. 0.7 KM 2291557.1 |
 DL1281| CY6174 HAMPTON RM 2                         20.888 METERS 32718     |
 DL1281| CY6172 HAMPTON AZ MK                                      3364447.9 |
 DL1281|---------------------------------------------------------------------|
 DL1281
 DL1281                          SUPERSEDED SURVEY CONTROL
 DL1281
 DL1281  NAD 83(1997)-  33 32 28.56007(N)    092 27 53.77430(W) AD(       ) 2
 DL1281  NAD 83(1986)-  33 32 28.56184(N)    092 27 53.77574(W) AD(       ) 2
 DL1281  NAD 27      -  33 32 28.15100(N)    092 27 53.21500(W) AD(       ) 2
 DL1281
 DL1281.Superseded values are not recommended for survey control.
 DL1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1281.See file dsdata.txt to determine how the superseded data were derived.
 DL1281
 DL1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4967611422(NAD 83)
 DL1281_MARKER: DS = TRIANGULATION STATION DISK
 DL1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1281_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1281
 DL1281  HISTORY     - Date     Condition        Report By
 DL1281  HISTORY     - 1952     MONUMENTED       CGS
 DL1281  HISTORY     - 1958     GOOD             CGS
 DL1281  HISTORY     - 1964     GOOD             CGS
 DL1281  HISTORY     - 20031017 GOOD             INDIV
 DL1281
 DL1281                          STATION DESCRIPTION
 DL1281
 DL1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1281'THE STATION IS ABOUT 1/2 MILE NORTHEAST OF HAMPTON IN A
 DL1281'RESIDENTIAL AREA, 97 FEET NORTHEAST OF A POWER LINE POLE,
 DL1281'27 FEET EAST OF THE CENTER OF A GRAVELED STREET, 9 FEET WEST
 DL1281'OF A FENCE AND 9 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 DL1281'POST.
 DL1281'
 DL1281'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 DL1281'STATE HIGHWAY 4 IN HAMPTON, GO NORTH ON HIGHWAY 167 FOR 0.05
 DL1281'MILE TO A GRAVELED STREET ON THE RIGHT, TURN RIGHT AND GO
 DL1281'EAST 0.3 MILE TO A T-JUNCTION, TURN LEFT AND GO NORTH 0.1
 DL1281'MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 DL1281'FROM THE STATION, GO NORTH 0.05 MILE, TURN LEFT AND GO WEST
 DL1281'0.05 MILE, TURN RIGHT AND GO NORTH 0.15 MILE TO THE MARK
 DL1281'ON THE RIGHT.
 DL1281'
 DL1281'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1281'HAMPTON 1952.
 DL1281'
 DL1281'REFERENCE MARK 1 IS 47 FEET WEST OF A FENCE, 35 FEET NORTH OF
 DL1281'A POWER LINE POLE AND 15 FEET WEST OF THE CENTER OF THE GRAVELED
 DL1281'STREET.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1281'HAMPTON NO 1 1952.
 DL1281'
 DL1281'REFERENCE MARK 2 IS 48 FEET WEST OF THE FENCE AND 12 FEET WEST OF
 DL1281'THE CENTER OF THE GRAVELED STREET.  THE MARK PROJECTS 6 INCHES
 DL1281'AND THE DISK IS STAMPED HAMPTON NO 2 1952.
 DL1281'
 DL1281'THE AZIMUTH MARK IS 97 FEET NORTHWEST OF THE NORTHWEST CORNER
 DL1281'OF A HOUSE, 26 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 DL1281'AND 15 FEET NORTHWEST OF A POWER LINE POLE.  THE MARK PROJECTS
 DL1281'6 INCHES AND THE DISK IS STAMPED HAMPTON 1952.
 DL1281'
 DL1281'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1281
 DL1281                          STATION RECOVERY (1958)
 DL1281
 DL1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WFH)
 DL1281'STATION MARK IN FAIR CONDITION AND COULD BE LOST AFTER SEVERAL
 DL1281'YEARS BY EROSION, AS A STREET DITCH IS NEXT TO IT.
 DL1281'
 DL1281'R.M. 1 APPARENTLY DESTROYED BY STREET CONSTRUCTION.
 DL1281'
 DL1281'R.M. 2 IS MISSING, COULD NOT BE FOUND.
 DL1281'
 DL1281'THE AZIMUTH MARK IS IN GOOD CONDITION.
 DL1281
 DL1281                          STATION RECOVERY (1964)
 DL1281
 DL1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1281'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1281'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1281'RECOVERY.  IT IS IN A YARD IN FRONT OF A BRICK HOUSE.  R.M.
 DL1281'NO. 1 IS IN THE NORTH EDGE OF AN EAST-WEST STREET, 12.3
 DL1281'FEET SOUTHWEST OF A FIRE PLUG, ON A LINE EXTENDED BETWEEN
 DL1281'STATION AND FIRE PLUG AND IS ABOUT 2 INCHES BELOW SURFACE OF
 DL1281'STREET.  THE AZIMUTH MARK IS 0.05 MILE NORTH, 0.05 MILE WEST
 DL1281'AND 0.1 MILE NORTH OF THE STATION, 38 FEET WEST OF ROAD
 DL1281'LEADING TO A GRAVEL PIT, 26 FEET NORTH OF CENTER OF GRAVEL
 DL1281'STREET AND 15 FEET NORTHWEST OF A POWERLINE POLE.
 DL1281
 DL1281                          STATION RECOVERY (2003)
 DL1281
 DL1281'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 DL1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1280 ***********************************************************************
 DL1280  DESIGNATION -  HAMPTON MUNICIPAL TANK
 DL1280  PID         -  DL1280
 DL1280  STATE/COUNTY-  AR/CALHOUN
 DL1280  USGS QUAD   -  HAMPTON (1985)
 DL1280
 DL1280                         *CURRENT SURVEY CONTROL
 DL1280  ___________________________________________________________________
 DL1280* NAD 83(1997)-  33 32 14.61326(N)    092 28 13.10795(W)     ADJUSTED  
 DL1280* NAVD 88     -                                                        
 DL1280  ___________________________________________________________________
 DL1280  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DL1280  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DL1280
 DL1280  HORZ ORDER  -  THIRD
 DL1280
 DL1280.The horizontal coordinates were established by classical geodetic methods
 DL1280.and adjusted by the National Geodetic Survey in September 1999..
 DL1280
 DL1280
 DL1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1280
 DL1280.The geoid height was determined by GEOID03.
 DL1280
 DL1280;                    North         East     Units Scale Factor Converg.
 DL1280;SPC AR S     -   496,675.036   356,318.688   MT  0.99995584   -0 15 47.6
 DL1280;SPC AR S     - 1,629,508.01  1,169,022.23   sFT  0.99995584   -0 15 47.6
 DL1280;UTM  15      - 3,710,990.509   549,179.773   MT  0.99962982   +0 17 33.5
 DL1280
 DL1280                          SUPERSEDED SURVEY CONTROL
 DL1280
 DL1280  NAD 83(1997)-  33 32 14.62277(N)    092 28 13.09977(W) AD(       ) 4
 DL1280  NAD 83(1986)-  33 32 14.62453(N)    092 28 13.10110(W) AD(       ) 4
 DL1280  NAD 27      -  33 32 14.21000(N)    092 28 12.54500(W) AD(       ) 3
 DL1280
 DL1280.Superseded values are not recommended for survey control.
 DL1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1280.See file dsdata.txt to determine how the superseded data were derived.
 DL1280
 DL1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4918010991(NAD 83)
 DL1280_MARKER: 51 = TANK
 DL1280_SETTING: 0 = UNSPECIFIED SETTING
 DL1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1280+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 DL1280
 DL1280  HISTORY     - Date     Condition        Report By
 DL1280  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1280  HISTORY     - 1965     GOOD             CGS
 DL1280  HISTORY     - 20050422 GOOD             USPSQD
 DL1280
 DL1280                          STATION DESCRIPTION
 DL1280
 DL1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1280'STATION WAS RECOVERED IN GOOD CONDITION AND IS STILL IN
 DL1280'OPERATION.
 DL1280
 DL1280                          STATION RECOVERY (2005)
 DL1280
 DL1280'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 DL1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1172 ***********************************************************************
 DK1172  DESIGNATION -  HANNA
 DK1172  PID         -  DK1172
 DK1172  STATE/COUNTY-  AR/CHICOT
 DK1172  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1172
 DK1172                         *CURRENT SURVEY CONTROL
 DK1172  ___________________________________________________________________
 DK1172* NAD 83(1997)-  33 05 29.73356(N)    091 16 04.95306(W)     ADJUSTED  
 DK1172* NAVD 88     -        46.60   (+/-2cm)     152.9    (feet)  VERTCON   
 DK1172  ___________________________________________________________________
 DK1172  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DK1172  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DK1172
 DK1172  HORZ ORDER  -  FIRST
 DK1172  VERT ORDER  -  ? (See Below)
 DK1172
 DK1172.The horizontal coordinates were established by classical geodetic methods
 DK1172.and adjusted by the National Geodetic Survey in September 1999..
 DK1172
 DK1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1172.The vertical order pertains to the NGVD 29 superseded value.
 DK1172
 DK1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1172
 DK1172.The geoid height was determined by GEOID03.
 DK1172
 DK1172;                    North         East     Units Scale Factor Converg.
 DK1172;SPC AR S     -   447,375.336   468,336.036   MT  1.00005273   +0 24 34.8
 DK1172;SPC AR S     - 1,467,763.91  1,536,532.48   sFT  1.00005273   +0 24 34.8
 DK1172;SPC MS W     -   398,585.589   612,741.576   MT  1.00004384   -0 30 37.3
 DK1172;SPC MS W     - 1,307,692.89  2,010,302.99   sFT  1.00004384   -0 30 37.3
 DK1172;SPC LA N     -   288,018.709 1,115,023.129   MT  1.00012454   +0 39 04.8
 DK1172;SPC LA N     -   944,941.38  3,658,205.05   sFT  1.00012454   +0 39 04.8
 DK1172;UTM  15      - 3,662,775.051   661,634.894   MT  0.99992213   +0 56 44.9
 DK1172
 DK1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1172!SPC AR S     -   0.99999677  x   1.00005273  =   1.00004950
 DK1172!SPC MS W     -   0.99999677  x   1.00004384  =   1.00004061
 DK1172!SPC LA N     -   0.99999677  x   1.00012454  =   1.00012131
 DK1172!UTM  15      -   0.99999677  x   0.99992213  =   0.99991890
 DK1172
 DK1172|---------------------------------------------------------------------|
 DK1172| PID    Reference Object                     Distance      Geod. Az  |
 DK1172|                                                           dddmmss.s |
 DK1172| CY6177 HANNA RM 2 AZIMUTH                  332.700 METERS 00611     |
 DK1172| DK2060 EUDORA FED COMPRESS CO N TK         APPROX. 3.5 KM 0084105.2 |
 DK1172| DK2063 EUDORA FED COMPRESS CO S TK         APPROX. 3.2 KM 0102036.6 |
 DK1172| DK2062 EUDORA MUNICIPAL TANK               APPROX. 2.3 KM 0152448.4 |
 DK1172| CY6178 HANNA RM 3                           37.213 METERS 11323     |
 DK1172| DK1171 HANNA RM 1                          121.900 METERS 25438     |
 DK1172|---------------------------------------------------------------------|
 DK1172
 DK1172                          SUPERSEDED SURVEY CONTROL
 DK1172
 DK1172  NAD 83(1997)-  33 05 29.73396(N)    091 16 04.95321(W) AD(       ) 1
 DK1172  NAD 83(1997)-  33 05 29.74290(N)    091 16 04.94990(W) AD(       ) 1
 DK1172  NAD 83(1986)-  33 05 29.74504(N)    091 16 04.94486(W) AD(       ) 1
 DK1172  NAD 27      -  33 05 29.30600(N)    091 16 04.54100(W) AD(       ) 1
 DK1172  NGVD 29 (??/??/??)   46.697  (m)          153.21   (f) ADJUSTED    ?  
 DK1172
 DK1172.Superseded values are not recommended for survey control.
 DK1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1172.See file dsdata.txt to determine how the superseded data were derived.
 DK1172
 DK1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6163562775(NAD 83)
 DK1172_MARKER: DS = TRIANGULATION STATION DISK
 DK1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1172_SP_SET: CONCRETE BLOCK
 DK1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1172
 DK1172  HISTORY     - Date     Condition        Report By
 DK1172  HISTORY     - 1929     MONUMENTED       CGS
 DK1172  HISTORY     - 1934     GOOD             CGS
 DK1172  HISTORY     - 1939     GOOD             CGS
 DK1172  HISTORY     - 1939     GOOD             CGS
 DK1172  HISTORY     - 19780418 MARK NOT FOUND   USGS
 DK1172
 DK1172                          STATION DESCRIPTION
 DK1172
 DK1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 DK1172'ABOUT 1 MILE SOUTH OF TOWN OF EUDORA.  TO REACH FROM EUDORA,
 DK1172'TAKE ROUTE 59 AT JUNCTION OF ROUTES 65 AND 59 AND FOLLOW
 DK1172'FOR 1.3 MILES TO ROAD LEADING ACROSS RAILROAD TRACKS, CROSS
 DK1172'TRACKS, AND TAKE FIRST PRIVATE ROAD LEADING NORTH.  STATION
 DK1172'IS IN PASTURE, ON HIGHEST LAND IN VICINITY, ABOUT 200 METERS
 DK1172'(656 FEET) EAST OF ROUTE 65, ABOUT 200 METERS (656 FEET)
 DK1172'NORTH OF CHURCH, 122.4 FEET SOUTHWEST OF SOUTHWEST CORNER
 DK1172'OF NEGRO HOUSE, 114 FEET WEST OF A 48-INCH OAK TREE, AND
 DK1172'388 FEET EAST OF EAST RAIL OF MISSOURI PACIFIC RAILWAY.
 DK1172'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 DK1172'IN CONCRETE.  REFERENCE MARKS ARE
 DK1172'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 DK1172'IS 3 FEET EAST OF WEST FENCE LINE OF PASTURE, 60 FEET
 DK1172'EAST OF EAST RAIL OF RAILWAY, 165 FEET NORTH OF SOUTH
 DK1172'FENCE LINE, 33 FEET NORTHWEST OF 42-INCH OAK TREE, AND
 DK1172'121.9 METERS (400 FEET) FROM STATION S 47 DEG 38 MIN 18 SEC W.
 DK1172'NO. 2 IS 8 FEET EAST OF WEST FENCE LINE,
 DK1172'67 FEET EAST OF EAST RAIL OF RAILWAY, 11 FEET WEST OF A
 DK1172'16-INCH LOCUST TREE, 400 FEET SOUTH OF RAILWAY CROSSING,
 DK1172'AND 332.7 METERS (1,092 FEET) FROM STATION N 6 DEG 11 MIN 05 SEC E.
 DK1172
 DK1172                          STATION RECOVERY (1934)
 DK1172
 DK1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DK1172'1.0 MI S FROM EUDORA.
 DK1172'P.B.M. IS A BRONZE TABLET SET IN A CONCRETE BLOCK, LOCATED 1 MILE
 DK1172'SOUTH OF EUDORA, CHICOT COUNTY, ARKANSAS.  EAST OF STATE HIGHWAY 59,
 DK1172'388 FEET EAST OF THE EAST RAIL OF THE MISSOURI-PACIFIC RAILROAD WHICH
 DK1172'GOES TO OAK GROVE, 660 FEET NORTH OF A CHURCH.  122 FEET SOUTHWEST OF
 DK1172'THE SOUTHWEST CORNER OF A HOUSE.   ON THE HIGHEST LAND IN THE
 DK1172'VICINITY.  60 FEET NORTH OF CORNER OF STAVE MILL.
 DK1172
 DK1172                          STATION RECOVERY (1939)
 DK1172
 DK1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (LGM)
 DK1172'A SAWMILL AND STAVEMILL HAS BEEN BUILT IN THE PASTURE GIVEN
 DK1172'IN DESCRIPTION, AND STATION HANNA IS BETWEEN THE MILLS AND
 DK1172'IS IN GOOD CONDITION.  THE STATION IS ABOUT 200 FEET NORTH
 DK1172'OF 32-INCH TRIANGULAR BLAZED RED OAK AND 70 FEET NORTHWEST
 DK1172'OF AN UPRIGHT SECTION OF RAIL USED AS ANCHOR FOR SMOKE STACK.
 DK1172'BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 DK1172
 DK1172                          STATION RECOVERY (1939)
 DK1172
 DK1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK1172'STATION WAS RECOVERED AND MARKS FOUND IN GOOD CONDITION.
 DK1172'THE STATION IS APPROXIMATELY 1.0 MILE SOUTH OF EUDORA, IN
 DK1172'A PASTURE ON THE HIGHEST GROUND IN THE VICINITY, ABOUT 650
 DK1172'FEET NORTH OF A CHURCH, 112 FEET NORTH OF THE NORTHEAST CORNER
 DK1172'OF A SAW MILL, 0.15 MILE EAST OF STATE HIGHWAY 159.  THE
 DK1172'MARK IS STAMPED HANNA 1929 AND PROJECTS 6-INCHES.
 DK1172'
 DK1172'REFERENCE MARK NO. 1 IS 121.90 METERS SOUTHWEST OF THE STATION.
 DK1172'MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 3 IS
 DK1172'A NEW STANDARD REFERENCE MARK SET 122.09 FEET EAST OF THE
 DK1172'STATION, AT THE SOUTHWEST CORNER OF A SMALL BUILDING, STAMPED
 DK1172'HANNA NO. 3 1939.  THE MARK PROJECTS 6 INCHES.  REFERENCE
 DK1172'MARK NO. 2 WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DK1172'
 DK1172'TO REACH THE STATION FROM THE MAIN STREET IN EUDORA, GO
 DK1172'SOUTH FOR 0.25 MILE ON HIGHWAY 65 TO THE JUNCTION WITH HIGHWAY
 DK1172'159.  TURN LEFT AND GO 1.3 MILES TO A T-ROAD LEFT.  TURN
 DK1172'LEFT AND GO 0.2 MILE EASTERLY TO THE SAW MILL AND THE STATION.
 DK1172
 DK1172                          STATION RECOVERY (1978)
 DK1172
 DK1172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (WRM)
 DK1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0860 ***********************************************************************
 EK0860  DESIGNATION -  HANNA
 EK0860  PID         -  EK0860
 EK0860  STATE/COUNTY-  AR/POLK
 EK0860  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0860
 EK0860                         *CURRENT SURVEY CONTROL
 EK0860  ___________________________________________________________________
 EK0860* NAD 83(1997)-  34 25 15.77954(N)    094 10 01.11322(W)     ADJUSTED  
 EK0860* NAVD 88     -       494.     (meters)    1621.     (feet)  SCALED    
 EK0860  ___________________________________________________________________
 EK0860  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 EK0860  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EK0860
 EK0860  HORZ ORDER  -  FIRST
 EK0860
 EK0860.The horizontal coordinates were established by classical geodetic methods
 EK0860.and adjusted by the National Geodetic Survey in September 1999..
 EK0860
 EK0860.The orthometric height was scaled from a topographic map.
 EK0860
 EK0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0860
 EK0860.The geoid height was determined by GEOID03.
 EK0860
 EK0860;                    North         East     Units Scale Factor Converg.
 EK0860;SPC AR S     -   596,692.923   200,824.144   MT  0.99994117   -1 12 46.2
 EK0860;SPC AR S     - 1,957,650.03    658,870.55   sFT  0.99994117   -1 12 46.2
 EK0860;UTM  15      - 3,809,460.119   392,764.233   MT  0.99974174   -0 39 35.0
 EK0860
 EK0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0860!SPC AR S     -   0.99992701  x   0.99994117  =   0.99986818
 EK0860!UTM  15      -   0.99992701  x   0.99974174  =   0.99966877
 EK0860
 EK0860|---------------------------------------------------------------------|
 EK0860| PID    Reference Object                     Distance      Geod. Az  |
 EK0860|                                                           dddmmss.s |
 EK0860| CX5953 HANNA RM 2                            6.020 METERS 13637     |
 EK0860| EK0870 HOPE RESET                          APPROX.28.5 KM 1772523.0 |
 EK0860| CX5952 HANNA RM 1                           16.380 METERS 31221     |
 EK0860| EK0884 BEE MTN LOOKOUT TOWER               APPROX.11.4 KM 3122640.6 |
 EK0860|---------------------------------------------------------------------|
 EK0860
 EK0860                          SUPERSEDED SURVEY CONTROL
 EK0860
 EK0860  NAD 83(1997)-  34 25 15.78325(N)    094 10 01.11158(W) AD(       ) 1
 EK0860  NAD 83(1986)-  34 25 15.78661(N)    094 10 01.10637(W) AD(       ) 1
 EK0860  NAD 27      -  34 25 15.38800(N)    094 10 00.36700(W) AD(       ) 1
 EK0860
 EK0860.Superseded values are not recommended for survey control.
 EK0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0860.See file dsdata.txt to determine how the superseded data were derived.
 EK0860
 EK0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9276409460(NAD 83)
 EK0860_MARKER: DD = SURVEY DISK
 EK0860_SETTING: 80 = SET IN A BOULDER
 EK0860_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 EK0860
 EK0860  HISTORY     - Date     Condition        Report By
 EK0860  HISTORY     - 1930     MONUMENTED       CGS
 EK0860  HISTORY     - 1961     GOOD             CGS
 EK0860
 EK0860                          STATION DESCRIPTION
 EK0860
 EK0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 EK0860'ABOUT 21 MILES BY ROAD SOUTHEAST OF MENA, 5.4 MILES SOUTHWEST
 EK0860'OF SHADY FOREST RANGER STATION, ON WEST AND HIGHEST PEAK
 EK0860'OF HANNA RANGE, IN ROCK LEDGE ON TOP OF PEAK.  TO REACH FROM
 EK0860'MENA GO 7-1/2 MILES SOUTHEAST TO SCHOOLHOUSE ON LEFT, THEN
 EK0860'LEFT ON SHADY FOREST ROAD 8-1/2 MILES TO SHADY FOREST RANGER
 EK0860'STATION, THEN 0.9 MILE TO FORK, THEN TURN RIGHT OFF BEST ROAD
 EK0860'1.0 MILE TO SECOND FORK, TURN RIGHT 3.5 MILES TO WEST SIDE OF
 EK0860'PEAK, GOING EAST UP HILL TO HIGHEST PEAK AND STATION.  SURFACE
 EK0860'MARK IS STANDARD STATION DISK IN ROCK LEDGE.
 EK0860'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN ROCK LEDGE,
 EK0860'NO. 1 IS 1.638 METERS (5.37 FEET) FROM STATION,
 EK0860'N 47 DEG 39 MIN W.  NO. 2 IS 6.010 METERS (19.75
 EK0860'FEET) FROM STATION, S 43 DEG 23 MIN E.
 EK0860
 EK0860                          STATION RECOVERY (1961)
 EK0860
 EK0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0860'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 EK0860'GOOD CONDITION.  IT IS ABOUT 14 MILES AIRLINE EAST OF COVE,
 EK0860'ABOUT 12 MILES AIRLINE SOUTH-SOUTHEAST OF MENA, IN THE NE 1/4
 EK0860'SEC. 13, T. 4 S., R. 30 W., AND IS ON A HIGH TIMBERED PEAK
 EK0860'KNOWN AS HANNA MTN.  THE TOP OF THE PEAK IS COVERED WITH
 EK0860'BRUSH AND SMALL TREES.
 EK0860'
 EK0860'THE STATION MARK, STAMPED HANNA 1930, IS ABOUT 35 FEET
 EK0860'WEST-NORTHWEST OF THE HIGHEST ELEVATION AND IS SET IN A BOULDER
 EK0860'WHICH PROJECTS ABOUT 2 INCHES.
 EK0860'
 EK0860'R.M. NO. 1 IS A STANDARD REFERENCE DISK SET IN TOP OF A BOULDER
 EK0860'WHICH PROJECTS ABOUT 2 INCHES.  THE DISK IS STAMPED HANNA NO
 EK0860'1 1930.
 EK0860'
 EK0860'R.M. NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN BOULDER
 EK0860'WHICH PROJECTS ABOUT 2 INCHES.  THE DISK IS STAMPED HANNA
 EK0860'NO 2 1930.
 EK0860'
 EK0860'TO REACH FROM MENA, FROM THE JUNCTION OF U.S. HIGHWAY 71
 EK0860'AND STATE HIGHWAY 8, GO SOUTHEAST ON STATE HIGHWAY 8 FOR
 EK0860'1.65 MILES TO FORKS, TAKE RIGHT FORK AND GO SOUTH ON SURFACED
 EK0860'ROAD FOR 2.25 MILES TO A SURFACED ROAD RIGHT AT DALLAS, CONTINUE
 EK0860'SOUTH AND SOUTHEAST ON MAIN SURFACED AND GRAVEL ROAD FOR 9.3
 EK0860'MILES TO A SIDE ROAD RIGHT, TURN RIGHT ACROSS CONCRETE BRIDGE
 EK0860'OVER THE COSSATOT RIVER AND GO 0.95 MILE TO FORKS, TAKE LEFT
 EK0860'FORK FOR 0.1 MILE TO FORKS, TAKE RIGHT FORK AND FOLLOW FOREST
 EK0860'SERVICE ROAD 31 FOR 1.85 MILES TO A SIDE ROAD RIGHT, CONTINUE
 EK0860'STRAIGHT AHEAD ON FOREST SERVICE ROAD 31 FOR 1.65 MILES
 EK0860'TO A HOUSE ON THE LEFT AND END OF TRUCK TRAVEL.  THE
 EK0860'STATION IS ON A HIGH PEAK THAT IS NOT VISABLE FROM END OF
 EK0860'TRUCK TRAVEL AS IT IS TO THE NORTH OF THE HIGHEST PEAK TO THE
 EK0860'NORTH.  PACK WEST TO AN OLD BARN, CONTINUE WEST ON ON OLD
 EK0860'ROAD ALONG A FENCE TO FORKS AFTER CROSSING A SMALL
 EK0860'CREEK, TAKE RIGHT FORK AND FOLLOW OLD ROAD AND DIM TRAIL
 EK0860'NORTH UP STEEP SLOPE TO SUMMIT OF FIRST MOUNTAIN THEN
 EK0860'CONTINUE ALONG BACKBONE AND UP SECOND PEAK TO SUMMIT AND
 EK0860'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1787 ***********************************************************************
 EH1787  DESIGNATION -  HARB
 EH1787  PID         -  EH1787
 EH1787  STATE/COUNTY-  AR/JEFFERSON
 EH1787  USGS QUAD   -  ALTHEIMER (1971)
 EH1787
 EH1787                         *CURRENT SURVEY CONTROL
 EH1787  ___________________________________________________________________
 EH1787* NAD 83(1986)-  34 19 04.     (N)    091 51 34.     (W)     SCALED    
 EH1787* NAVD 88     -        63.579  (meters)     208.59   (feet)  ADJUSTED  
 EH1787  ___________________________________________________________________
 EH1787  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EH1787  DYNAMIC HT  -          63.518 (meters)     208.39  (feet)  COMP
 EH1787  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 EH1787
 EH1787  VERT ORDER  -  SECOND    CLASS 0
 EH1787
 EH1787.The horizontal coordinates were scaled from a topographic map and have
 EH1787.an estimated accuracy of +/- 6 seconds.
 EH1787
 EH1787.The orthometric height was determined by differential leveling
 EH1787.and adjusted by the National Geodetic Survey in June 1991..
 EH1787
 EH1787.The geoid height was determined by GEOID03.
 EH1787
 EH1787.The dynamic height is computed by dividing the NAVD 88
 EH1787.geopotential number by the normal gravity value computed on the
 EH1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1787.degrees latitude (g = 980.6199 gals.).
 EH1787
 EH1787.The modeled gravity was interpolated from observed gravity values.
 EH1787
 EH1787;                    North         East    Units  Estimated Accuracy
 EH1787;SPC AR S     -   583,140.      412,940.      MT  (+/- 180 meters Scaled)
 EH1787
 EH1787                          SUPERSEDED SURVEY CONTROL
 EH1787
 EH1787  NGVD 29 (??/??/??)   63.620  (m)          208.73   (f) ADJUSTED    2 0
 EH1787
 EH1787.Superseded values are not recommended for survey control.
 EH1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1787.See file dsdata.txt to determine how the superseded data were derived.
 EH1787
 EH1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT049979(NAD 83)
 EH1787_MARKER: DB = BENCH MARK DISK
 EH1787_SETTING: 0 = UNSPECIFIED SETTING
 EH1787_STAMPING: HARB 1934
 EH1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1787
 EH1787  HISTORY     - Date     Condition        Report By
 EH1787  HISTORY     - 1934     MONUMENTED       ARGS
 EH1787  HISTORY     - 20030618 MARK NOT FOUND   USACE
 EH1787
 EH1787                          STATION DESCRIPTION
 EH1787
 EH1787'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH1787'.8 MI W FROM ALTHEIMER.
 EH1787'.8 MILE WEST OF, ALONG COTTON BELT BRANCH LINE S.L.S. RY. TO NORTH
 EH1787'LITTLE ROCK.  ABOUT .1 MILE WEST OF WOODEN R.R. TRESTLE.  ABOUT .2
 EH1787'MILE EAST OF M.P.2570.  215 FEET NORTH OF CENTERLINE OF ST. RD. NO. 3.
 EH1787'15 FT. WEST OF PRIVATE ROAD CROSSING.  15 FT. NORTH OF TELEGRAPH
 EH1787'POLE.  10 FT. SOUTH OF CENTERLINE OF TRACK (N 3 DEG. CURVE OF TRACK
 EH1787'100 FT.).
 EH1787
 EH1787                          STATION RECOVERY (2003)
 EH1787
 EH1787'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0479 ***********************************************************************
 EJ0479  DESIGNATION -  HARD
 EJ0479  PID         -  EJ0479
 EJ0479  STATE/COUNTY-  AR/JEFFERSON
 EJ0479  USGS QUAD   -  PINE BLUFF (1984)
 EJ0479
 EJ0479                         *CURRENT SURVEY CONTROL
 EJ0479  ___________________________________________________________________
 EJ0479* NAD 83(1986)-  34 13 33.     (N)    092 00 19.     (W)     SCALED    
 EJ0479* NAVD 88     -        66.740  (meters)     218.96   (feet)  ADJUSTED  
 EJ0479  ___________________________________________________________________
 EJ0479  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0479  DYNAMIC HT  -          66.676 (meters)     218.75  (feet)  COMP
 EJ0479  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EJ0479
 EJ0479  VERT ORDER  -  FIRST     CLASS II
 EJ0479
 EJ0479.The horizontal coordinates were scaled from a topographic map and have
 EJ0479.an estimated accuracy of +/- 6 seconds.
 EJ0479
 EJ0479.The orthometric height was determined by differential leveling
 EJ0479.and adjusted by the National Geodetic Survey in June 1991..
 EJ0479
 EJ0479.The geoid height was determined by GEOID03.
 EJ0479
 EJ0479.The dynamic height is computed by dividing the NAVD 88
 EJ0479.geopotential number by the normal gravity value computed on the
 EJ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0479.degrees latitude (g = 980.6199 gals.).
 EJ0479
 EJ0479.The modeled gravity was interpolated from observed gravity values.
 EJ0479
 EJ0479;                    North         East    Units  Estimated Accuracy
 EJ0479;SPC AR S     -   572,930.      399,510.      MT  (+/- 180 meters Scaled)
 EJ0479
 EJ0479                          SUPERSEDED SURVEY CONTROL
 EJ0479
 EJ0479  NGVD 29 (??/??/92)   66.826  (m)          219.25   (f) ADJ UNCH    1 2
 EJ0479
 EJ0479.Superseded values are not recommended for survey control.
 EJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0479.See file dsdata.txt to determine how the superseded data were derived.
 EJ0479
 EJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT916876(NAD 83)
 EJ0479_MARKER: DD = SURVEY DISK
 EJ0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0479_SP_SET: PAVEMENT
 EJ0479_STAMPING: HARD 1934
 EJ0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0479
 EJ0479  HISTORY     - Date     Condition        Report By
 EJ0479  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0479  HISTORY     - 1957     MARK NOT FOUND   NGS
 EJ0479
 EJ0479                          STATION DESCRIPTION
 EJ0479
 EJ0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EJ0479'IN PINE BLUFF.
 EJ0479'AT PINE BLUFF, JEFFERSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 EJ0479'ABOUT 1000 FEET WEST OF UNION STATION, AT THE INTERSECTION OF WEST
 EJ0479'FOURTH AND CHESTNUT STREETS, BETWEEN THE FIRST AND SECOND TRACKS FROM
 EJ0479'THE SOUTH SIDE, AND IN THE TOP OF THE EAST EDGE OF THE CHESTNUT STREET
 EJ0479'PAVEMENT.  A STATE SURVEY STANDARD DISK, STAMPED HARD 1934. NOTE--
 EJ0479'STATION IS BELIEVED TO HAVE BEEN COVERED BY RESURFACING OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1784 ***********************************************************************
 EJ1784  DESIGNATION -  HARDIN
 EJ1784  PID         -  EJ1784
 EJ1784  STATE/COUNTY-  AR/JEFFERSON
 EJ1784  USGS QUAD   -  HARDIN (1984)
 EJ1784
 EJ1784                         *CURRENT SURVEY CONTROL
 EJ1784  ___________________________________________________________________
 EJ1784* NAD 83(1997)-  34 17 43.48045(N)    092 11 01.20884(W)     ADJUSTED  
 EJ1784* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 EJ1784  ___________________________________________________________________
 EJ1784  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EJ1784  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ1784
 EJ1784  HORZ ORDER  -  THIRD
 EJ1784
 EJ1784.The horizontal coordinates were established by classical geodetic methods
 EJ1784.and adjusted by the National Geodetic Survey in September 1999..
 EJ1784
 EJ1784.The orthometric height was scaled from a topographic map.
 EJ1784
 EJ1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1784
 EJ1784.The geoid height was determined by GEOID03.
 EJ1784
 EJ1784;                    North         East     Units Scale Factor Converg.
 EJ1784;SPC AR S     -   580,663.895   383,091.944   MT  0.99992881   -0 06 10.1
 EJ1784;SPC AR S     - 1,905,061.46  1,256,860.82   sFT  0.99992881   -0 06 10.1
 EJ1784;UTM  15      - 3,795,212.943   575,125.358   MT  0.99966957   +0 27 36.0
 EJ1784
 EJ1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1784!SPC AR S     -   0.99998510  x   0.99992881  =   0.99991391
 EJ1784!UTM  15      -   0.99998510  x   0.99966957  =   0.99965468
 EJ1784
 EJ1784:                Primary Azimuth Mark                     Grid Az
 EJ1784:SPC AR S     -  HARDIN AZ MK                             118 19 27.8
 EJ1784:UTM  15      -  HARDIN AZ MK                             117 45 41.7
 EJ1784
 EJ1784|---------------------------------------------------------------------|
 EJ1784| PID    Reference Object                     Distance      Geod. Az  |
 EJ1784|                                                           dddmmss.s |
 EJ1784| CY6179 HARDIN AZ MK                                       1181317.7 |
 EJ1784| CY6181 HARDIN RM 2                          28.454 METERS 28426     |
 EJ1784| CY6180 HARDIN RM 1                          25.055 METERS 35807     |
 EJ1784|---------------------------------------------------------------------|
 EJ1784
 EJ1784                          SUPERSEDED SURVEY CONTROL
 EJ1784
 EJ1784  NAD 83(1986)-  34 17 43.48992(N)    092 11 01.20109(W) AD(       ) 3
 EJ1784  NAD 27      -  34 17 43.14121(N)    092 11 00.67341(W) AD(       ) 3
 EJ1784
 EJ1784.Superseded values are not recommended for survey control.
 EJ1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1784.See file dsdata.txt to determine how the superseded data were derived.
 EJ1784
 EJ1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7512595213(NAD 83)
 EJ1784_MARKER: DS = TRIANGULATION STATION DISK
 EJ1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1784
 EJ1784  HISTORY     - Date     Condition        Report By
 EJ1784  HISTORY     - 1964     MONUMENTED       CGS
 EJ1784  HISTORY     - 19690217 GOOD             USGS
 EJ1784
 EJ1784                          STATION DESCRIPTION
 EJ1784
 EJ1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1784'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 270,
 EJ1784'ABOUT 9-1/2 MILES WEST AND 4-1/4 MILES NORTH OF PINE BLUFF,
 EJ1784'IN THE NORTHEAST 1/4 OF SEC. 10, R. 11 W., T. 5 S., ON THE PROPERTY
 EJ1784'OF MR. C.W. CAPLE.  IT IS 105 FEET NORTH OF THE CENTERLINE OF U.S.
 EJ1784'HIGHWAY 270, 54 FEET WEST-NORTHWEST OF A 14 INCH OAK TREE, 49
 EJ1784'FEET EAST-NORTHEAST OF A TELEPHONE POLE, 29 FEET SOUTH OF A 12
 EJ1784'INCH PINE TREE, 15 FEET NORTH OF A CUT BANK, 14 FEET NORTHEAST OF
 EJ1784'A 10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE,
 EJ1784'AND 7 FEET NORTHEAST OF A WITNESS POST.  THE MONUMENT
 EJ1784'PROJECTS 6 INCHES AND THE DISK IS STAMPED HARDIN 1964.
 EJ1784'
 EJ1784'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 270 AT THE
 EJ1784'NORTHWEST EDGE OF PINE BLUFF, GO WEST-NORTHWEST ON U.S.
 EJ1784'HIGHWAY 270 FOR 4.8 MILES TO THE HARDIN BAPTIST CHURCH ON THE
 EJ1784'RIGHT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 270 FOR 2.1 MILE
 EJ1784'TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 EJ1784'CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.3 MILE TO THE TOP OF A
 EJ1784'GRADE A CUT BANK ON THE RIGHT AND THE STATION ON THE RIGHT,
 EJ1784'JUST BEFORE REACHING A SIDE ROAD ON THE RIGHT.
 EJ1784'
 EJ1784'REFERENCE MARK 1 IS 55 FEET NORTH-NORTHWEST OF THE 12 INCH PINE
 EJ1784'TREE, 17 FEET EAST OF A 14 INCH OAK TREE, AND 16 FEET NORTHWEST
 EJ1784'OF A 12 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 EJ1784'DISK IS STAMPED HARDIN NO 1 1964.
 EJ1784'
 EJ1784'REFERENCE MARK 2 IS 89 FEET NORTH OF THE CENTERLINE OF U.S.
 EJ1784'HIGHWAY 270, 46 FEET WEST OF THE TELEPHONE POLE, AND 25 FEET
 EJ1784'SOUTHEAST OF AN 8 INCH OAK TREE.  THE MONUMENT PROJECTS 1 INCH AND
 EJ1784'THE DISK IS STAMPED HARDIN NO 2 1964.
 EJ1784'
 EJ1784'THE AZIMUTH MARK IS 71 FEET NORTHEAST OF THE NORTHEAST CORNER
 EJ1784'OF A FRAME HOUSE, 46 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 EJ1784'59 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 270, 9 FEET
 EJ1784'WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE CORNER, AND
 EJ1784'1 FOOT NORTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 3
 EJ1784'INCHES AND THE DISK IS STAMPED HARDIN 1964.
 EJ1784'
 EJ1784'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ1784
 EJ1784                          STATION RECOVERY (1969)
 EJ1784
 EJ1784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ1784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0935 ***********************************************************************
 FH0935  DESIGNATION -  HARDT
 FH0935  PID         -  FH0935
 FH0935  STATE/COUNTY-  AR/WASHINGTON
 FH0935  USGS QUAD   -  WINSLOW (1983)
 FH0935
 FH0935                         *CURRENT SURVEY CONTROL
 FH0935  ___________________________________________________________________
 FH0935* NAD 83(1997)-  35 52 28.56891(N)    094 12 17.36135(W)     ADJUSTED  
 FH0935* NAVD 88     -       628.2    (meters)    2061.     (feet)  VERTCON   
 FH0935  ___________________________________________________________________
 FH0935  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 FH0935  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FH0935
 FH0935  HORZ ORDER  -  FIRST
 FH0935
 FH0935.The horizontal coordinates were established by classical geodetic methods
 FH0935.and adjusted by the National Geodetic Survey in September 1999..
 FH0935
 FH0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0935
 FH0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0935
 FH0935.The geoid height was determined by GEOID03.
 FH0935
 FH0935;                    North         East     Units Scale Factor Converg.
 FH0935;SPC AR N     -   173,221.420   200,917.669   MT  0.99994874   -1 16 58.7
 FH0935;SPC AR N     -   568,310.61    659,177.39   sFT  0.99994874   -1 16 58.7
 FH0935;UTM  15      - 3,970,710.362   391,238.023   MT  0.99974576   -0 42 22.0
 FH0935
 FH0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0935!SPC AR N     -   0.99990582  x   0.99994874  =   0.99985456
 FH0935!UTM  15      -   0.99990582  x   0.99974576  =   0.99965160
 FH0935
 FH0935:                Primary Azimuth Mark                     Grid Az
 FH0935:SPC AR N     -  HARDT AZ MK                              021 24 59.5
 FH0935:UTM  15      -  HARDT AZ MK                              020 50 22.8
 FH0935
 FH0935|---------------------------------------------------------------------|
 FH0935| PID    Reference Object                     Distance      Geod. Az  |
 FH0935|                                                           dddmmss.s |
 FH0935| CI1542 HARDT AZ MK                                        0200800.8 |
 FH0935| GG0623 FAYETTEVILLE TV STA KGTO MAST       APPROX.19.2 KM 0343414.9 |
 FH0935| CI1543 HARDT RM 1                           25.384 METERS 05755     |
 FH0935| FH0929 HUTCH                               APPROX.10.2 KM 0680617.6 |
 FH0935| FG1935 DURHAM ATT MICROWAVE                APPROX.19.5 KM 0802150.4 |
 FH0935| CI1544 HARDT RM 2                           32.269 METERS 33626     |
 FH0935|---------------------------------------------------------------------|
 FH0935
 FH0935                          SUPERSEDED SURVEY CONTROL
 FH0935
 FH0935  NAD 83(1997)-  35 52 28.57939(N)    094 12 17.36120(W) AD(       ) 1
 FH0935  NAD 83(1986)-  35 52 28.57710(N)    094 12 17.35888(W) AD(       ) 1
 FH0935  NAD 27      -  35 52 28.28500(N)    094 12 16.61900(W) AD(       ) 1
 FH0935  NGVD 29 (07/19/86)  628.0    (m)         2060.     (f) VERT ANG       
 FH0935
 FH0935.Superseded values are not recommended for survey control.
 FH0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0935.See file dsdata.txt to determine how the superseded data were derived.
 FH0935
 FH0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9123870710(NAD 83)
 FH0935_MARKER: DS = TRIANGULATION STATION DISK
 FH0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0935
 FH0935  HISTORY     - Date     Condition        Report By
 FH0935  HISTORY     - 1935     MONUMENTED       CGS
 FH0935  HISTORY     - 1960     GOOD             CGS
 FH0935  HISTORY     - 1971     GOOD             NGS
 FH0935  HISTORY     - 1990     GOOD             USPSQD
 FH0935
 FH0935                          STATION DESCRIPTION
 FH0935
 FH0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0935'STATION IS ABOUT 13 MILES W OF S OF FAYETTEVILLE, 4 MILES W
 FH0935'OF WEST FORK, AND 8-1/2 MILES NW OF WINSLOW, ON NE, OR POSSIBLY
 FH0935'SE 1/4 SEC. 19, T 14 N, R 30 W, ON LAND OWNED BY MR. ED. HARDT.
 FH0935'THE MARK IS SET IN THE EDGE OF BRUSHY WOODS, 10 FEET S OF THE S
 FH0935'EDGE OF AN OLD ORCHARD, 193 FEET W OF THE SE CORNER OF THE ORCHARD,
 FH0935'AND PROJECTS 6 INCHES.
 FH0935'
 FH0935'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH0935'DISKS SET IN CONCRETE.
 FH0935'
 FH0935'REFERENCE MARK NO. 1 IS NE OF THE STATION, 18 FEET N OF THE S EDGE
 FH0935'OF THE ORCHARD, AND 1 FOOT W OF A LEANING APPLE TREE, AND PROJECTS
 FH0935'6 INCHES.
 FH0935'
 FH0935'REFERENCE MARK NO.2 IS NNW OF THE STATION, 4 FEET SW OF AN
 FH0935'APPLE TREE, AND PROJECTS 8 INCHES.
 FH0935'
 FH0935'AZIMUTH MARK IS NNE OF THE STATION, IN THE NE CORNER OF THE
 FH0935'ORCHARD, 8 FEET W OF THE FENCE CORNER, AND 2 FEET S OF THE FENCE
 FH0935'LINE.  THE MARK PROJECTS 12 INCHES.
 FH0935'
 FH0935'REACHED FROM FAYETTEVILLE FROM JUNCTION OF U.S. HIGHWAYS 71 AND
 FH0935'62, GO S ON U.S. HIGHWAY 71 ABOUT 9 MILES TO SIDE ROAD TO TOWN
 FH0935'OF WEST FORK TO RIGHT, FROM RAILROAD STATION IN WEST FORK GO W
 FH0935'ABOUT 2 CITY BLOCKS TO BRICK CHURCH ON N SIDE OF STREET AND STREET
 FH0935'LEADING N, TURN RIGHT ON THIS STREET AND FOLLOW MAIN-TRAVELED
 FH0935'ROAD N AND W 0.9 MILE, THENCE LEFT FOLLOWING C.C.C. CAMP SIGNS
 FH0935'1.7 MILES TO ROAD LEADING LEFT, S, JUST AFTER MAKING RIGHT
 FH0935'TURN, THENCE S 1.0 MILE TO FORK IN CREEK BOTTOM, TAKE LEFT
 FH0935'FORK AND CROSS ROCKY FORD AND FOLLOW MAIN ROAD UP AROUND HILL FOR
 FH0935'1.0 MILE, TO ANOTHER FORK, TURN LEFT ON TRAIL 60 YARDS TO NW
 FH0935'CORNER OF RAIL FENCE, THENCE E ALONG N SIDE OF RAIL FENCE 140
 FH0935'YARDS, THENCE S ALONG RAIL FENCE 100 YARDS, THENCE LEFT FORK,
 FH0935'E, ALONG S SIDE OF WIRE FENCE 90 YARDS TO WIRE GATE ON LEFT,
 FH0935'ENTER GATE AND TAKE RIGHT FORK UP HILL 0.15 MILE TO TOP OF
 FH0935'HILL AND ORCHARD, THENCE SE ACROSS ORCHARD ABOUT 0.1 MILE TO
 FH0935'STATION.
 FH0935'
 FH0935'ALL LIGHTS COME INTO VIEW AT 44-FEET.
 FH0935
 FH0935                          STATION RECOVERY (1960)
 FH0935
 FH0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH0935'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH0935'THE ORCHARD IS GONE AND THE AREA HAS GROWN UP IN BRUSH AND SMALL
 FH0935'TREES.
 FH0935'
 FH0935'THE FARM ON WHICH THE STATION IS LOCATED IS KNOWN LOCALLY AS THE
 FH0935'NICKOLS PLACE.
 FH0935'
 FH0935'THE LAST 0.2 MILE WAS IMPASSABLE AT TIME OF RECOVERY BUT IT WAS
 FH0935'REPORTED THAT A NEW ROAD WAS TO BE BUILT TO THE TOP OF THE MOUNTAIN.
 FH0935'
 FH0935'THE DESCRIPTION TO REACH THE STATION FROM THE RAILROAD STATION IN
 FH0935'WEST FORK IS ADEQUATE.
 FH0935
 FH0935                          STATION RECOVERY (1971)
 FH0935
 FH0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0935'STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE RECOVERED
 FH0935'AND FOUND IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARKS 1 AND
 FH0935'2 CHECKED WITH THE ORIGINAL DESCRIPTION.  THE DISTANCE TO REFERENCE
 FH0935'MARK 1 CHECKED.  THE DISTANCE TO REFERENCE MARK 2 WAS MEASURED .03
 FH0935'FOOT OR .009 METER LONGER.  THE DISTANCE BETWEEN REFERENCE MARK 1
 FH0935'AND 2 WAS MEASURED .02 FOOT OR .006 METER LONGER.  DUE TO
 FH0935'VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 FH0935'
 FH0935'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH AND 1 MILE WEST OF
 FH0935'WEST FORK, 5-1/2 MILES NORTH AND 3-3/4 MILES WEST OF WINSLOW, IN THE
 FH0935'SOUTHEAST 1/4 OF SECTION 19, R 30 W, T 14 N AND ON PROPERTY OWNED
 FH0935'BY MR. NICKOLS.  MR. AUSTIN WINN LEASES THE PROPERTY.
 FH0935'
 FH0935'TO REACH THE STATION FROM THE POST OFFICE IN WEST FORK, GO WESTERLY
 FH0935'AND SOUTHERLY ON STATE HIGHWAY 170 FOR 2.6 MILES TO THE TOP OF A
 FH0935'HILL AND A GRAVELED SIDE ROAD LEFT JUST AFTER CURVE IN HIGHWAY.
 FH0935'TURN LEFT, PASSING BETWEEN A HOUSE AND GARAGE AND FOLLOW ROAD
 FH0935'SOUTHERLY FOR 1.6 MILES TO MR. AUSTIN WINNS HOUSE ON RIGHT.
 FH0935'CONTINUE AHEAD SOUTHERLY FOLLOWING ROAD FOR 0.4 MILE TO A TRACK
 FH0935'ROAD ON LEFT.  TURN LEFT AND GO EASTERLY FOLLOWING TRACK ROAD
 FH0935'THROUGH WOODED AREA FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH
 FH0935'GATE AND TURN RIGHT FOLLOWING TRACK ROAD UP HILL GOING SOUTHERLY AND
 FH0935'EASTERLY FOR 0.35 MILE TO THE TOP OF HILL AND A CEDAR TREE ON LEFT
 FH0935'ALONG SIDE OF TRACK ROAD.  (TO REACH THE AZIMUTH MARK FROM HERE,
 FH0935'GO NORTHEAST FOR 0.05 MILE TO A FENCE AND THE MARK).  BEAR RIGHT AND
 FH0935'GO SOUTHEAST FOR 0.05 MILE, THENCE TURN RIGHT AND GO ABOUT 50 YARDS
 FH0935'SOUTHWEST TO STATION.
 FH0935'
 FH0935'STATION MARKS ARE STANDARD DISKS STAMPED HARDT 1935.  THE SURFACE
 FH0935'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 FH0935'PROJECTS 7 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET
 FH0935'WEST-SOUTHWEST OF AN 18-INCH TREE WITH A TRIANGLE BLAZE, 18 FEET
 FH0935'NORTH OF A TWIN TRUNK TREE WITH A TRIANGLE BLAZE AND 4 FEET NORTH OF
 FH0935'A METAL WITNESS POST.
 FH0935'
 FH0935'REFERENCE MARK 1, A STANDARD DISK STAMPED HARDT NO 1 1935, IS SET IN
 FH0935'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 FH0935'ABOVE THE GROUND SURFACE.  IT IS 86.6 FEET NORTHEAST OF THE WITNESS
 FH0935'POST, 27 FEET NORTH OF A 12-INCH TRIANGLE BLAZED TREE AND THE MARK
 FH0935'IS 3 FOOT LOWER IN ELEVATION THAN THE STATION.
 FH0935'
 FH0935'REFERENCE MARK 2, A STANDARD DISK STAMPED HARDT NO 2 1935, IS SET
 FH0935'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7
 FH0935'INCHES ABOVE THE GROUND SURFACE.  IT IS 108.8 FEET NORTH-NORTHWEST
 FH0935'OF THE METAL WITNESS POST, 13 FEET NORTH OF A TRIPLE TRUNK TREE
 FH0935'WITH A TRIANGLE BLAZE AND THE MARK IS 2 FEET LOWER IN ELEVATION THAN
 FH0935'THE STATION.
 FH0935'
 FH0935'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED HARDT 1935 AZIMUTH,
 FH0935'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 FH0935'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 17 FEET EAST OF A
 FH0935'16-INCH TRIANGLE BLAZED TREE, 2.4 FEET NORTHEAST OF A 10-INCH
 FH0935'TREE, 1.4 FEET WEST OF A METAL WITNESS POST AND THE MARK IS IN THE
 FH0935'FENCE LINE.
 FH0935'
 FH0935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 FH0935'SOUTH-SOUTHWEST OF WEST FORK.
 FH0935'
 FH0935'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 M.
 FH0935
 FH0935                          STATION RECOVERY (1990)
 FH0935
 FH0935'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 FH0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2100 ***********************************************************************
 DK2100  DESIGNATION -  HARDY
 DK2100  PID         -  DK2100
 DK2100  STATE/COUNTY-  AR/DREW
 DK2100  USGS QUAD   -  MONTICELLO SOUTH (1966)
 DK2100
 DK2100                         *CURRENT SURVEY CONTROL
 DK2100  ___________________________________________________________________
 DK2100* NAD 83(1997)-  33 32 34.17873(N)    091 46 01.06014(W)     ADJUSTED  
 DK2100* NAVD 88     -        95.5    (meters)     313.     (feet)  VERTCON   
 DK2100  ___________________________________________________________________
 DK2100  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DK2100  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 DK2100
 DK2100  HORZ ORDER  -  FIRST
 DK2100
 DK2100.The horizontal coordinates were established by classical geodetic methods
 DK2100.and adjusted by the National Geodetic Survey in September 1999..
 DK2100
 DK2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2100
 DK2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2100
 DK2100.The geoid height was determined by GEOID03.
 DK2100
 DK2100;                    North         East     Units Scale Factor Converg.
 DK2100;SPC AR S     -   497,202.105   421,642.901   MT  0.99995503   +0 07 49.5
 DK2100;SPC AR S     - 1,631,237.24  1,383,340.08   sFT  0.99995503   +0 07 49.5
 DK2100;UTM  15      - 3,712,148.190   614,478.313   MT  0.99976157   +0 40 53.0
 DK2100
 DK2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2100!SPC AR S     -   0.99998904  x   0.99995503  =   0.99994407
 DK2100!UTM  15      -   0.99998904  x   0.99976157  =   0.99975061
 DK2100
 DK2100|---------------------------------------------------------------------|
 DK2100| PID    Reference Object                     Distance      Geod. Az  |
 DK2100|                                                           dddmmss.s |
 DK2100| CY6183 HARDY RM 1                           29.820 METERS 20834     |
 DK2100| CY6184 HARDY RM 2                           36.920 METERS 31556     |
 DK2100| DK2101 60 JEK                              183.553 METERS 34319     |
 DK2100| CY6182 HARDY AZ MK                                        3464209.8 |
 DK2100|---------------------------------------------------------------------|
 DK2100
 DK2100                          SUPERSEDED SURVEY CONTROL
 DK2100
 DK2100  NAD 83(1986)-  33 32 34.18838(N)    091 46 01.05456(W) AD(       ) 1
 DK2100  NAD 27      -  33 32 33.79005(N)    091 46 00.58921(W) AD(       ) 1
 DK2100  NGVD 29 (07/19/86)   95.6    (m)          314.     (f) VERT ANG       
 DK2100
 DK2100.Superseded values are not recommended for survey control.
 DK2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2100.See file dsdata.txt to determine how the superseded data were derived.
 DK2100
 DK2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1447812148(NAD 83)
 DK2100_MARKER: DS = TRIANGULATION STATION DISK
 DK2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2100_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK2100
 DK2100  HISTORY     - Date     Condition        Report By
 DK2100  HISTORY     - 1965     MONUMENTED       CGS
 DK2100
 DK2100                          STATION DESCRIPTION
 DK2100
 DK2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK2100'STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF MONTICELLO
 DK2100'ON COUNTY ROAD RIGHT-OF-WAY AT TOP OF GRADE.  IN THE SE 1/4 OF
 DK2100'SEC. 25, T 13 S, R 7 W.  STATION IS MARKED BY A STANDARD DISK
 DK2100'CEMENTED IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 DK2100'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 DK2100'DISK IS STAMPED HARDY 1965.  IT IS 64-1/2 FEET EAST-NORTHEAST
 DK2100'OF UTILITY POLE, 40 FEET EAST OF THE APPROXIMATE CENTER OF
 DK2100'GRAVELED ROAD AND 6.1 FEET WEST OF METAL WITNESS POST WITH
 DK2100'SIGN ATTACHED.
 DK2100'
 DK2100'TO REACH FROM THE SOUTHEAST CORNER OF THE COURT-HOUSE SQUARE IN
 DK2100'MONTICELLO, GO SOUTH ON STATE HIGHWAY 83 FOR 0.9 MILE TO A SIDE
 DK2100'ROAD LEFT AT HIGGINS STORE, TURN LEFT AND FOLLOW GRAVELED ROAD
 DK2100'EAST AND SOUTHEAST FOR 2.8 MILES TO FORK AT UNION RIDGE
 DK2100'CEMETERY ON THE LEFT.  TAKE THE LEFT FORK AND GO NORTHERLY FOR
 DK2100'2.3 MILES TO AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH ON
 DK2100'GRAVELED ROAD FOR 0.1 MILE TO BENCH MARK ON THE RIGHT.
 DK2100'CONTINUE NORTH ON GRAVELED ROAD FOR 0.1 MILE TO STATION ON THE
 DK2100'LEFT AT THE TOP OF GRADE AS DESCRIBED.
 DK2100'
 DK2100'REFERENCE MARK NO. 2, IS 113 FEET NORTH OF UTILITY POLE, 29-1/2
 DK2100'FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND 3 FEET
 DK2100'EAST OF FENCE LINE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN
 DK2100'THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 3
 DK2100'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 DK2100'HARDY NO 2 1965.
 DK2100'
 DK2100'BENCH MARK, 60 JEK (USGS) 1959, IS 32 FEET WEST OF THE
 DK2100'APPROXIMATE CENTER OF GRAVELED ROAD, 2-1/2 FEET SOUTHEAST OF
 DK2100'UTILITY POLE AND 1-1/2 FEET EAST OF FENCELINE.  IT IS MARKED
 DK2100'BY A STANDARD DISK SET IN A 5X5 INCH CONCRETE MONUMENT THAT
 DK2100'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 DK2100'STAMPED 60 JEK 1959 298 FT.
 DK2100'
 DK2100'AZIMUTH MARK, IS 37 FEET WEST OF THE APPROXIMATE CENTER OF
 DK2100'GRAVELED ROAD, 3 FEET SOUTHEAST OF UTILITY POLE WITH TRANSFORMER,
 DK2100'1.8 FEET SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED AND 1
 DK2100'FOOT EAST OF FENCELINE.  IT IS MARKED BY A STANDARD DISK CEMENTED
 DK2100'IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS
 DK2100'2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 DK2100'HARDY 1965.
 DK2100'
 DK2100'REFERENCE MARK NO. 1, IS 59 FEET SOUTH OF UTILITY POLE, 23
 DK2100'FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND 2 FEET
 DK2100'EAST OF FENCELINE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN
 DK2100'THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 3
 DK2100'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 DK2100'HARDY NO 1 1965.
 DK2100'
 DK2100'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 34.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0871 ***********************************************************************
 GE0871  DESIGNATION -  HARDY
 GE0871  PID         -  GE0871
 GE0871  STATE/COUNTY-  AR/FULTON
 GE0871  USGS QUAD   -  HARDY (1981)
 GE0871
 GE0871                         *CURRENT SURVEY CONTROL
 GE0871  ___________________________________________________________________
 GE0871* NAD 83(1997)-  36 20 12.35480(N)    091 29 29.32228(W)     ADJUSTED  
 GE0871* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 GE0871  ___________________________________________________________________
 GE0871  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GE0871  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GE0871
 GE0871  HORZ ORDER  -  THIRD
 GE0871
 GE0871.The horizontal coordinates were established by classical geodetic methods
 GE0871.and adjusted by the National Geodetic Survey in September 1999..
 GE0871
 GE0871.The orthometric height was scaled from a topographic map.
 GE0871
 GE0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0871
 GE0871.The geoid height was determined by GEOID03.
 GE0871
 GE0871;                    North         East     Units Scale Factor Converg.
 GE0871;SPC AR N     -   222,391.263   445,655.257   MT  1.00002208   +0 17 45.3
 GE0871;SPC AR N     -   729,628.67  1,462,120.62   sFT  1.00002208   +0 17 45.3
 GE0871;UTM  15      - 4,022,357.862   635,383.767   MT  0.99982583   +0 53 38.3
 GE0871
 GE0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0871!SPC AR N     -   0.99997525  x   1.00002208  =   0.99999733
 GE0871!UTM  15      -   0.99997525  x   0.99982583  =   0.99980109
 GE0871
 GE0871|---------------------------------------------------------------------|
 GE0871| PID    Reference Object                     Distance      Geod. Az  |
 GE0871|                                                           dddmmss.s |
 GE0871| CI1550 HARDY RM 2                           22.977 METERS 02036     |
 GE0871| CI1548 HARDY AZ MK                                        1881721.1 |
 GE0871| CI1549 HARDY RM 1                           22.218 METERS 23625     |
 GE0871|---------------------------------------------------------------------|
 GE0871
 GE0871                          SUPERSEDED SURVEY CONTROL
 GE0871
 GE0871  NAD 83(1986)-  36 20 12.36373(N)    091 29 29.32120(W) AD(       ) 3
 GE0871  NAD 27      -  36 20 12.12630(N)    091 29 28.81960(W) AD(       ) 3
 GE0871
 GE0871.Superseded values are not recommended for survey control.
 GE0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0871.See file dsdata.txt to determine how the superseded data were derived.
 GE0871
 GE0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3538422358(NAD 83)
 GE0871_MARKER: DS = TRIANGULATION STATION DISK
 GE0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0871
 GE0871  HISTORY     - Date     Condition        Report By
 GE0871  HISTORY     - 1955     MONUMENTED       CGS
 GE0871  HISTORY     - 1959     MARK NOT FOUND   USGS
 GE0871  HISTORY     - 1961     SEE DESCRIPTION  USGS
 GE0871
 GE0871                          STATION DESCRIPTION
 GE0871
 GE0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0871'THE STATION IS LOCATED AT THE FULTON-SHARP COUNTY LINE, ABOUT
 GE0871'1-1/2 MILES NORTHWEST OF HARDY AND 62 FEET WEST OF THE CENTER
 GE0871'OF U.S. HIGHWAY 63.
 GE0871'
 GE0871'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62
 GE0871'AND 63 IN HARDY, GO NORTHWESTERLY ON U.S. HIGHWAY 63 FOR
 GE0871'1.55 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 GE0871'CONTINUE ON THE HIGHWAY FOR 0.25 MILE TO THE STATION ON
 GE0871'THE LEFT.
 GE0871'
 GE0871'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 GE0871'HARDY 1955.
 GE0871'
 GE0871'REFERENCE MARK 1 IS 99 FEET WEST OF THE CENTER OF THE HIGHWAY.
 GE0871'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HARDY NO
 GE0871'1 1955.
 GE0871'
 GE0871'REFERENCE MARK 2 IS 61 FEET WEST OF THE CENTER OF THE HIGHWAY.
 GE0871'THE MARK IS FLUSH AND THE DISK IS STAMPED HARDY NO 2 1955.
 GE0871'
 GE0871'THE AZIMUTH MARK IS 127 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 GE0871'2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK
 GE0871'IS FLUSH AND THE DISK IS STAMPED HARDY 1955.
 GE0871'
 GE0871'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0871
 GE0871                          STATION RECOVERY (1959)
 GE0871
 GE0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GE0871'STATION COULD NOT BE FOUND.
 GE0871'
 GE0871'REFERENCE MARK 1 WAS FOUND TO BE DESTROYED.  THIS AREA HAS
 GE0871'RECENTLY BEEN MADE THE CITY DUMP, AND THE STATION HAS PROBABLY
 GE0871'BEEN DESTROYED BY GRADING OPERATIONS.
 GE0871
 GE0871                          STATION RECOVERY (1961)
 GE0871
 GE0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GE0871'STATION DESTROYED, FOUND BROKEN OFF.  REFERENCE MARKS WERE NOT
 GE0871'FOUND.  AZIMUTH MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2398 ***********************************************************************
 EH2398  DESIGNATION -  HARH
 EH2398  PID         -  EH2398
 EH2398  STATE/COUNTY-  AR/LONOKE
 EH2398  USGS QUAD   -  ENGLAND (1982)
 EH2398
 EH2398                         *CURRENT SURVEY CONTROL
 EH2398  ___________________________________________________________________
 EH2398* NAD 83(1986)-  34 32 24.     (N)    091 58 03.     (W)     SCALED    
 EH2398* NAVD 88     -        70.087  (meters)     229.94   (feet)  ADJUSTED  
 EH2398  ___________________________________________________________________
 EH2398  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH2398  DYNAMIC HT  -          70.021 (meters)     229.73  (feet)  COMP
 EH2398  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 EH2398
 EH2398  VERT ORDER  -  SECOND    CLASS 0
 EH2398
 EH2398.The horizontal coordinates were scaled from a topographic map and have
 EH2398.an estimated accuracy of +/- 6 seconds.
 EH2398
 EH2398.The orthometric height was determined by differential leveling
 EH2398.and adjusted by the National Geodetic Survey in June 1991..
 EH2398
 EH2398.The geoid height was determined by GEOID03.
 EH2398
 EH2398.The dynamic height is computed by dividing the NAVD 88
 EH2398.geopotential number by the normal gravity value computed on the
 EH2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2398.degrees latitude (g = 980.6199 gals.).
 EH2398
 EH2398.The modeled gravity was interpolated from observed gravity values.
 EH2398
 EH2398;                    North         East    Units  Estimated Accuracy
 EH2398;SPC AR S     -   607,780.      402,980.      MT  (+/- 180 meters Scaled)
 EH2398
 EH2398                          SUPERSEDED SURVEY CONTROL
 EH2398
 EH2398  NGVD 29 (??/??/??)   70.126  (m)          230.07   (f) ADJUSTED    2 0
 EH2398
 EH2398.Superseded values are not recommended for survey control.
 EH2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2398.See file dsdata.txt to determine how the superseded data were derived.
 EH2398
 EH2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU947225(NAD 83)
 EH2398_MARKER: DD = SURVEY DISK
 EH2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2398_STAMPING: HARH 1934
 EH2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2398+STABILITY: SURFACE MOTION
 EH2398
 EH2398  HISTORY     - Date     Condition        Report By
 EH2398  HISTORY     - 1934     MONUMENTED       ARGS
 EH2398  HISTORY     - 1937     GOOD             ARGS
 EH2398  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2398
 EH2398                          STATION DESCRIPTION
 EH2398
 EH2398'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH2398'IN ENGLAND.
 EH2398'1000 FT. SOUTH OF ENGLAND, ON COTTON BELT RR BETWEEN MILEPOST 274-20
 EH2398'AND 274-21, 14.2 FEET EAST OF AND PERPENDICULAR TO EAST RAIL, 19.2
 EH2398'FEET EAST OF AND PERPENDICULAR TO WEST RAIL, 22.7 FEET SOUTH OF CENTER
 EH2398'LINE OF A GRAVEL ROAD CROSSING.  35 FEET NORTH OF SECTION HOUSE NO.
 EH2398'88, 6.3 FEET WEST OF P.B.M. HAG.
 EH2398
 EH2398                          STATION RECOVERY (1976)
 EH2398
 EH2398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2401 ***********************************************************************
 EH2401  DESIGNATION -  HARI
 EH2401  PID         -  EH2401
 EH2401  STATE/COUNTY-  AR/JEFFERSON
 EH2401  USGS QUAD   -  SHERRILL (1971)
 EH2401
 EH2401                         *CURRENT SURVEY CONTROL
 EH2401  ___________________________________________________________________
 EH2401* NAD 83(1986)-  34 29 19.     (N)    091 57 20.     (W)     SCALED    
 EH2401* NAVD 88     -        68.015  (meters)     223.15   (feet)  ADJUSTED  
 EH2401  ___________________________________________________________________
 EH2401  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EH2401  DYNAMIC HT  -          67.951 (meters)     222.94  (feet)  COMP
 EH2401  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 EH2401
 EH2401  VERT ORDER  -  SECOND    CLASS 0
 EH2401
 EH2401.The horizontal coordinates were scaled from a topographic map and have
 EH2401.an estimated accuracy of +/- 6 seconds.
 EH2401
 EH2401.The orthometric height was determined by differential leveling
 EH2401.and adjusted by the National Geodetic Survey in June 1991..
 EH2401
 EH2401.The geoid height was determined by GEOID03.
 EH2401
 EH2401.The dynamic height is computed by dividing the NAVD 88
 EH2401.geopotential number by the normal gravity value computed on the
 EH2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2401.degrees latitude (g = 980.6199 gals.).
 EH2401
 EH2401.The modeled gravity was interpolated from observed gravity values.
 EH2401
 EH2401;                    North         East    Units  Estimated Accuracy
 EH2401;SPC AR S     -   602,080.      404,080.      MT  (+/- 180 meters Scaled)
 EH2401
 EH2401                          SUPERSEDED SURVEY CONTROL
 EH2401
 EH2401  NGVD 29 (??/??/??)   68.056  (m)          223.28   (f) ADJUSTED    2 0
 EH2401
 EH2401.Superseded values are not recommended for survey control.
 EH2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2401.See file dsdata.txt to determine how the superseded data were derived.
 EH2401
 EH2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU958168(NAD 83)
 EH2401_MARKER: Z = SEE DESCRIPTION
 EH2401_SETTING: 0 = UNSPECIFIED SETTING
 EH2401_STAMPING: HARI 1934
 EH2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2401
 EH2401  HISTORY     - Date     Condition        Report By
 EH2401  HISTORY     - 1934     MONUMENTED       ARGS
 EH2401  HISTORY     - 1937     GOOD             ARGS
 EH2401  HISTORY     - 1958     MARK NOT FOUND   USGS
 EH2401
 EH2401                          STATION DESCRIPTION
 EH2401
 EH2401'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH2401'3.9 MI S FROM ENGLAND.
 EH2401'ABOUT 3.9 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EH2401'THE STATION AT ENGLAND, LONOKE COUNTY.  ABOUT 2.0 MILES NORTH OF FERDA
 EH2401'600 FEET SOUTH OF BRIDGE 15 10 FEET WEST OF THE WEST RAIL ABOUT 24
 EH2401'FEET SOUTH OF MILEPOST 271-00.
 EH2401
 EH2401                          STATION RECOVERY (1958)
 EH2401
 EH2401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EH2401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1685 ***********************************************************************
 EH1685  DESIGNATION -  HARK
 EH1685  PID         -  EH1685
 EH1685  STATE/COUNTY-  AR/JEFFERSON
 EH1685  USGS QUAD   -  ALTHEIMER (1971)
 EH1685
 EH1685                         *CURRENT SURVEY CONTROL
 EH1685  ___________________________________________________________________
 EH1685* NAD 83(1986)-  34 19 01.     (N)    091 51 03.     (W)     SCALED    
 EH1685* NAVD 88     -        62.737  (meters)     205.83   (feet)  ADJUSTED  
 EH1685  ___________________________________________________________________
 EH1685  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1685  DYNAMIC HT  -          62.676 (meters)     205.63  (feet)  COMP
 EH1685  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 EH1685
 EH1685  VERT ORDER  -  SECOND    CLASS 0
 EH1685
 EH1685.The horizontal coordinates were scaled from a topographic map and have
 EH1685.an estimated accuracy of +/- 6 seconds.
 EH1685
 EH1685.The orthometric height was determined by differential leveling
 EH1685.and adjusted by the National Geodetic Survey in June 1991..
 EH1685
 EH1685.The geoid height was determined by GEOID03.
 EH1685
 EH1685.The dynamic height is computed by dividing the NAVD 88
 EH1685.geopotential number by the normal gravity value computed on the
 EH1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1685.degrees latitude (g = 980.6199 gals.).
 EH1685
 EH1685.The modeled gravity was interpolated from observed gravity values.
 EH1685
 EH1685;                    North         East    Units  Estimated Accuracy
 EH1685;SPC AR S     -   583,050.      413,730.      MT  (+/- 180 meters Scaled)
 EH1685
 EH1685                          SUPERSEDED SURVEY CONTROL
 EH1685
 EH1685  NGVD 29 (??/??/??)   62.777  (m)          205.96   (f) ADJUSTED    2 0
 EH1685
 EH1685.Superseded values are not recommended for survey control.
 EH1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1685.See file dsdata.txt to determine how the superseded data were derived.
 EH1685
 EH1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT057978(NAD 83)
 EH1685_MARKER: DD = SURVEY DISK
 EH1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1685_STAMPING: HARK 1934
 EH1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1685+STABILITY: SURFACE MOTION
 EH1685
 EH1685  HISTORY     - Date     Condition        Report By
 EH1685  HISTORY     - 1934     MONUMENTED       ARGS
 EH1685  HISTORY     - 1934     GOOD             ARGS
 EH1685  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1685
 EH1685                          STATION DESCRIPTION
 EH1685
 EH1685'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH1685'IN ALTHEIMER.
 EH1685'IN ALTHEIMER, JEFFERSON COUNTY, ALONG S.L.S. RY, FROM WATER TANK.
 EH1685'ABOUT 1500 FEET SOUTHWEST OF ST. LOUIS SOUTHWESTERN RY. STATION.  315
 EH1685'FEET SOUTHWEST OF S.L.S. RY. WATER TANK.  78 FEET SOUTH OF CENTERLINE
 EH1685'OF MAIN LINE TRACK OF ST. LOUIS SOUTHWESTERN RY. TO ENGLAND.  42 FEET
 EH1685'NORTHWEST OF CENTERLINE OF MAIN LINE TRACK OF RAILROAD TO PINE BLUFF.
 EH1685'TABLET SET IN PRECAST POST.
 EH1685
 EH1685                          STATION RECOVERY (1964)
 EH1685
 EH1685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1784 ***********************************************************************
 EH1784  DESIGNATION -  HARL
 EH1784  PID         -  EH1784
 EH1784  STATE/COUNTY-  AR/JEFFERSON
 EH1784  USGS QUAD   -  ROB ROY (1971)
 EH1784
 EH1784                         *CURRENT SURVEY CONTROL
 EH1784  ___________________________________________________________________
 EH1784* NAD 83(1986)-  34 21 45.     (N)    091 55 27.     (W)     SCALED    
 EH1784* NAVD 88     -        65.096  (meters)     213.57   (feet)  ADJUSTED  
 EH1784  ___________________________________________________________________
 EH1784  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1784  DYNAMIC HT  -          65.033 (meters)     213.36  (feet)  COMP
 EH1784  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 EH1784
 EH1784  VERT ORDER  -  SECOND    CLASS 0
 EH1784
 EH1784.The horizontal coordinates were scaled from a topographic map and have
 EH1784.an estimated accuracy of +/- 6 seconds.
 EH1784
 EH1784.The orthometric height was determined by differential leveling
 EH1784.and adjusted by the National Geodetic Survey in June 1991..
 EH1784
 EH1784.The geoid height was determined by GEOID03.
 EH1784
 EH1784.The dynamic height is computed by dividing the NAVD 88
 EH1784.geopotential number by the normal gravity value computed on the
 EH1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1784.degrees latitude (g = 980.6199 gals.).
 EH1784
 EH1784.The modeled gravity was interpolated from observed gravity values.
 EH1784
 EH1784;                    North         East    Units  Estimated Accuracy
 EH1784;SPC AR S     -   588,090.      406,980.      MT  (+/- 180 meters Scaled)
 EH1784
 EH1784                          SUPERSEDED SURVEY CONTROL
 EH1784
 EH1784  NGVD 29 (??/??/??)   65.136  (m)          213.70   (f) ADJUSTED    2 0
 EH1784
 EH1784.Superseded values are not recommended for survey control.
 EH1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1784.See file dsdata.txt to determine how the superseded data were derived.
 EH1784
 EH1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU989028(NAD 83)
 EH1784_MARKER: DB = BENCH MARK DISK
 EH1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1784_STAMPING: HARL 1934
 EH1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1784+STABILITY: SURFACE MOTION
 EH1784
 EH1784  HISTORY     - Date     Condition        Report By
 EH1784  HISTORY     - 1934     MONUMENTED       ARGS
 EH1784  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1784
 EH1784                          STATION DESCRIPTION
 EH1784
 EH1784'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH1784'2.1 MI SE FROM SHERRILL.
 EH1784'2.1 MILES SOUTHEAST OF, ALONG S.L.S. RY. FROM STATION.  345 FEET
 EH1784'SOUTHEAST OF M.P.261-15.  290 FEET NORTHWEST OF WOODEN RAILWAY TRESTLE
 EH1784'NO. 5.  110 FEET SOUTHEAST OF HAYWOOD STATION SIGN BOARD.  27 FEET
 EH1784'SOUTHEAST OF CENTERLINE OF ROAD CROSSING.  14.5 FEET NORTHEAST OF
 EH1784'CENTERLINE OF ST. LOUIS SOUTHWESTERN RY. TRACK.  TABLET SET IN PRECAST
 EH1784'CONCRETE POST.
 EH1784
 EH1784                          STATION RECOVERY (2003)
 EH1784
 EH1784'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1569 ***********************************************************************
 EH1569  DESIGNATION -  HARM
 EH1569  PID         -  EH1569
 EH1569  STATE/COUNTY-  AR/JEFFERSON
 EH1569  USGS QUAD   -  LADD (1975)
 EH1569
 EH1569                         *CURRENT SURVEY CONTROL
 EH1569  ___________________________________________________________________
 EH1569* NAD 83(1986)-  34 13 31.     (N)    091 57 56.     (W)     SCALED    
 EH1569* NAVD 88     -        63.375  (meters)     207.92   (feet)  ADJUSTED  
 EH1569  ___________________________________________________________________
 EH1569  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH1569  DYNAMIC HT  -          63.313 (meters)     207.72  (feet)  COMP
 EH1569  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 EH1569
 EH1569  VERT ORDER  -  FIRST     CLASS II
 EH1569
 EH1569.The horizontal coordinates were scaled from a topographic map and have
 EH1569.an estimated accuracy of +/- 6 seconds.
 EH1569
 EH1569.The orthometric height was determined by differential leveling
 EH1569.and adjusted by the National Geodetic Survey in June 1991..
 EH1569
 EH1569.The geoid height was determined by GEOID03.
 EH1569
 EH1569.The dynamic height is computed by dividing the NAVD 88
 EH1569.geopotential number by the normal gravity value computed on the
 EH1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1569.degrees latitude (g = 980.6199 gals.).
 EH1569
 EH1569.The modeled gravity was interpolated from observed gravity values.
 EH1569
 EH1569;                    North         East    Units  Estimated Accuracy
 EH1569;SPC AR S     -   572,870.      403,170.      MT  (+/- 180 meters Scaled)
 EH1569
 EH1569                          SUPERSEDED SURVEY CONTROL
 EH1569
 EH1569  NGVD 29 (??/??/??)   63.460  (m)          208.20   (f) ADJUSTED    1 2
 EH1569
 EH1569.Superseded values are not recommended for survey control.
 EH1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1569.See file dsdata.txt to determine how the superseded data were derived.
 EH1569
 EH1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT952876(NAD 83)
 EH1569_MARKER: DD = SURVEY DISK
 EH1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1569_STAMPING: HARM
 EH1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1569+STABILITY: SURFACE MOTION
 EH1569
 EH1569  HISTORY     - Date     Condition        Report By
 EH1569  HISTORY     - UNK      MONUMENTED       ARGS
 EH1569  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH1569  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH1569
 EH1569                          STATION DESCRIPTION
 EH1569
 EH1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH1569'2.0 MI E FROM PINE BLUFF.
 EH1569'2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 EH1569'STATION AT PINE BLUFF, JEFFERSON COUNTY, AT A RAILROAD TELEPHONE
 EH1569'BOOTH, AND BETWEEN THE TRACKS. A STATE SURVEY STANDARD DISK, STAMPED
 EH1569'HARM AND SET IN THE TOP OF A CONCRETE POST.
 EH1569
 EH1569                          STATION RECOVERY (1963)
 EH1569
 EH1569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH1569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0714 ***********************************************************************
 GF0714  DESIGNATION -  HARMONY
 GF0714  PID         -  GF0714
 GF0714  STATE/COUNTY-  AR/BOONE
 GF0714  USGS QUAD   -  EVERTON (1975)
 GF0714
 GF0714                         *CURRENT SURVEY CONTROL
 GF0714  ___________________________________________________________________
 GF0714* NAD 83(1997)-  36 13 54.25608(N)    092 53 39.17971(W)     ADJUSTED  
 GF0714* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 GF0714  ___________________________________________________________________
 GF0714  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 GF0714  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0714
 GF0714  HORZ ORDER  -  THIRD
 GF0714
 GF0714.The horizontal coordinates were established by classical geodetic methods
 GF0714.and adjusted by the National Geodetic Survey in September 1999..
 GF0714
 GF0714.The orthometric height was scaled from a topographic map.
 GF0714
 GF0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0714
 GF0714.The geoid height was determined by GEOID03.
 GF0714
 GF0714;                    North         East     Units Scale Factor Converg.
 GF0714;SPC AR N     -   210,983.986   319,611.810   MT  0.99999968   -0 31 13.2
 GF0714;SPC AR N     -   692,203.29  1,048,593.08   sFT  0.99999968   -0 31 13.2
 GF0714;UTM  15      - 4,009,657.247   509,506.038   MT  0.99960111   +0 03 45.1
 GF0714
 GF0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0714!SPC AR N     -   0.99995154  x   0.99999968  =   0.99995122
 GF0714!UTM  15      -   0.99995154  x   0.99960111  =   0.99955267
 GF0714
 GF0714|---------------------------------------------------------------------|
 GF0714| PID    Reference Object                     Distance      Geod. Az  |
 GF0714|                                                           dddmmss.s |
 GF0714| CI1552 HARMONY RM 1                         13.129 METERS 04508     |
 GF0714| CI1551 HARMONY AZ MK                                      0614521.9 |
 GF0714| CI1553 HARMONY RM 2                         12.229 METERS 22705     |
 GF0714|---------------------------------------------------------------------|
 GF0714
 GF0714                          SUPERSEDED SURVEY CONTROL
 GF0714
 GF0714  NAD 83(1986)-  36 13 54.26748(N)    092 53 39.18030(W) AD(       ) 3
 GF0714  NAD 27      -  36 13 54.01700(N)    092 53 38.56400(W) AD(       ) 3
 GF0714
 GF0714.Superseded values are not recommended for survey control.
 GF0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0714.See file dsdata.txt to determine how the superseded data were derived.
 GF0714
 GF0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0950609657(NAD 83)
 GF0714_MARKER: DS = TRIANGULATION STATION DISK
 GF0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0714
 GF0714  HISTORY     - Date     Condition        Report By
 GF0714  HISTORY     - 1954     MONUMENTED       CGS
 GF0714  HISTORY     - 1965     GOOD             CGS
 GF0714
 GF0714                          STATION DESCRIPTION
 GF0714
 GF0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0714'THE STATION IS ABOUT 2-3/4 MILES WEST AND 1-1/2 MILES SOUTH OF
 GF0714'PYATT AND ABOUT 0.35 MILE WEST OF THE MARION-BOONE COUNTY LINE.
 GF0714'IT IS 122 FEET SOUTH OF A TRANSFORMER POLE, 70 FEET SOUTH OF THE
 GF0714'CENTER OF U.S. HIGHWAY 62, 15 FEET SOUTH OF THE NORTH EDGE OF A
 GF0714'CUTBANK, 10 FEET NORTH OF A FENCELINE AND 6 FEET NORTHWEST OF
 GF0714'A WITNESS POST.
 GF0714'
 GF0714'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PYATT, GO SOUTH
 GF0714'ON A PAVED ROAD FOR 0.7 MILE TO U.S. HIGHWAY 62, TURN RIGHT AND
 GF0714'GO WEST ON THE HIGHWAY FOR 2.45 MILES TO THE COUNTY LINE AND
 GF0714'THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON THE HIGHWAY 0.35 MILE
 GF0714'TO THE STATION ON THE LEFT.
 GF0714'
 GF0714'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GF0714'HARMONY 1954.
 GF0714'
 GF0714'REFERENCE MARK 1 IS 15 FEET NORTH OF THE FENCELINE AND 8 FEET
 GF0714'SOUTH OF THE NORTH EDGE OF THE CUTBACK.  THE MARK IS FLUSH WITH
 GF0714'THE GROUND AND THE DISK IS STAMPED HARMONY NO 1 1954.
 GF0714'
 GF0714'REFERENCE MARK 2 IS 17 FEET SOUTH OF THE NORTH EDGE OF THE
 GF0714'CUTBANK AND 6 FEET NORTH OF A FENCE.  THE MARK IS FLUSH WITH
 GF0714'THE GROUND AND THE DISK IS STAMPED HARMONY NO 2 1954.
 GF0714'
 GF0714'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 GF0714'12 FEET SOUTH OF A FENCE AND 10 FEET SOUTH OF A WITNESS POST.
 GF0714'THE BED ROCK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GF0714'HARMONY 1954.
 GF0714
 GF0714                          STATION RECOVERY (1965)
 GF0714
 GF0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0714'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0714'CONDITION.  A METAL WITNESS POST WAS SET 9 FEET SOUTH OF THE
 GF0714'STATION MARK AND ONE WAS SET 11 FEET NORTH OF THE AZIMUTH MARK.
 GF0714'
 GF0714'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 GF0714'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1783 ***********************************************************************
 EH1783  DESIGNATION -  HARO
 EH1783  PID         -  EH1783
 EH1783  STATE/COUNTY-  AR/JEFFERSON
 EH1783  USGS QUAD   -  SHERRILL (1971)
 EH1783
 EH1783                         *CURRENT SURVEY CONTROL
 EH1783  ___________________________________________________________________
 EH1783* NAD 83(1986)-  34 23 03.     (N)    091 57 00.     (W)     SCALED    
 EH1783* NAVD 88     -        66.559  (meters)     218.37   (feet)  ADJUSTED  
 EH1783  ___________________________________________________________________
 EH1783  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1783  DYNAMIC HT  -          66.495 (meters)     218.16  (feet)  COMP
 EH1783  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EH1783
 EH1783  VERT ORDER  -  SECOND    CLASS 0
 EH1783
 EH1783.The horizontal coordinates were scaled from a topographic map and have
 EH1783.an estimated accuracy of +/- 6 seconds.
 EH1783
 EH1783.The orthometric height was determined by differential leveling
 EH1783.and adjusted by the National Geodetic Survey in June 1991..
 EH1783
 EH1783.The geoid height was determined by GEOID03.
 EH1783
 EH1783.The dynamic height is computed by dividing the NAVD 88
 EH1783.geopotential number by the normal gravity value computed on the
 EH1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1783.degrees latitude (g = 980.6199 gals.).
 EH1783
 EH1783.The modeled gravity was interpolated from observed gravity values.
 EH1783
 EH1783;                    North         East    Units  Estimated Accuracy
 EH1783;SPC AR S     -   590,500.      404,600.      MT  (+/- 180 meters Scaled)
 EH1783
 EH1783                          SUPERSEDED SURVEY CONTROL
 EH1783
 EH1783  NGVD 29 (??/??/??)   66.599  (m)          218.50   (f) ADJUSTED    2 0
 EH1783
 EH1783.Superseded values are not recommended for survey control.
 EH1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1783.See file dsdata.txt to determine how the superseded data were derived.
 EH1783
 EH1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU965052(NAD 83)
 EH1783_MARKER: DB = BENCH MARK DISK
 EH1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1783_STAMPING: HARO 1934
 EH1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1783+STABILITY: SURFACE MOTION
 EH1783
 EH1783  HISTORY     - Date     Condition        Report By
 EH1783  HISTORY     - 1934     MONUMENTED       ARGS
 EH1783  HISTORY     - 1937     GOOD             ARGS
 EH1783  HISTORY     - 1962     POOR             USGS
 EH1783
 EH1783                          STATION DESCRIPTION
 EH1783
 EH1783'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH1783'IN SHERRILL.
 EH1783'AT SHERRILL, ON THE ST. LOUIS SOUTHWESTERN RAILWAY, BETWEEN POLES
 EH1783'263-22 AND 263-23, 36 FEET SOUTHWEST OF A POINT 175 FEET NORTHWEST OF
 EH1783'THE WEST CORNER OF THE STATION, 6 1/2 FEET NORTHEAST OF THE NORTHEAST
 EH1783'CORNER OF A LOADING PLATFORM, 18.8 FEET SOUTHWEST OF THE SOUTHWEST
 EH1783'RAIL, ABOUT 200 FEET NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 31 AND
 EH1783'15, AND 15 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 31. A
 EH1783'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK, STAMPED
 EH1783'HARO 1934 AND SET IN THE TOP OF A CONCRETE POST.  THE DIRECTIONS GIVEN
 EH1783'HERE DIFFER FROM THE ORIGINAL DESCRIPTION.  THEY WERE CHECKED IN THE
 EH1783'FIELD AND AGREE WITH A U.S. ENGINEER DEPT. TOPOGRAPHIC MAP. NOTE--
 EH1783'MARK IS SLIGHTLY TILTED.
 EH1783
 EH1783                          STATION RECOVERY (1962)
 EH1783
 EH1783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1783'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1572 ***********************************************************************
 EH1572  DESIGNATION -  HARP
 EH1572  PID         -  EH1572
 EH1572  STATE/COUNTY-  AR/JEFFERSON
 EH1572  USGS QUAD   -  LADD (1975)
 EH1572
 EH1572                         *CURRENT SURVEY CONTROL
 EH1572  ___________________________________________________________________
 EH1572* NAD 83(1986)-  34 13 31.     (N)    091 58 57.     (W)     SCALED    
 EH1572* NAVD 88     -        64.612  (meters)     211.98   (feet)  ADJUSTED  
 EH1572  ___________________________________________________________________
 EH1572  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH1572  DYNAMIC HT  -          64.550 (meters)     211.78  (feet)  COMP
 EH1572  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 EH1572
 EH1572  VERT ORDER  -  FIRST     CLASS II
 EH1572
 EH1572.The horizontal coordinates were scaled from a topographic map and have
 EH1572.an estimated accuracy of +/- 6 seconds.
 EH1572
 EH1572.The orthometric height was determined by differential leveling
 EH1572.and adjusted by the National Geodetic Survey in June 1991..
 EH1572
 EH1572.The geoid height was determined by GEOID03.
 EH1572
 EH1572.The dynamic height is computed by dividing the NAVD 88
 EH1572.geopotential number by the normal gravity value computed on the
 EH1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1572.degrees latitude (g = 980.6199 gals.).
 EH1572
 EH1572.The modeled gravity was interpolated from observed gravity values.
 EH1572
 EH1572;                    North         East    Units  Estimated Accuracy
 EH1572;SPC AR S     -   572,870.      401,610.      MT  (+/- 180 meters Scaled)
 EH1572
 EH1572                          SUPERSEDED SURVEY CONTROL
 EH1572
 EH1572  NGVD 29 (??/??/??)   64.698  (m)          212.26   (f) ADJUSTED    1 2
 EH1572
 EH1572.Superseded values are not recommended for survey control.
 EH1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1572.See file dsdata.txt to determine how the superseded data were derived.
 EH1572
 EH1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT937876(NAD 83)
 EH1572_MARKER: DD = SURVEY DISK
 EH1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1572_STAMPING: HARP 1934
 EH1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1572+STABILITY: SURFACE MOTION
 EH1572
 EH1572  HISTORY     - Date     Condition        Report By
 EH1572  HISTORY     - 1934     MONUMENTED       ARGS
 EH1572  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH1572  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH1572
 EH1572                          STATION DESCRIPTION
 EH1572
 EH1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH1572'1.0 MI E FROM PINE BLUFF.
 EH1572'1.0 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 EH1572'STATION AT PINE BLUFF, JEFFERSON COUNTY, AT THE CROSSING OF WISCONSIN
 EH1572'STREET, SOUTH OF THE TRACK, AND NEAR A POLE.  A STATE SURVEY STANDARD
 EH1572'DISK, STAMPED HARP 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EH1572
 EH1572                          STATION RECOVERY (1963)
 EH1572
 EH1572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0828 ***********************************************************************
 EK0828  DESIGNATION -  HARPER 2
 EK0828  PID         -  EK0828
 EK0828  STATE/COUNTY-  AR/POLK
 EK0828  USGS QUAD   -  MENA (1975)
 EK0828
 EK0828                         *CURRENT SURVEY CONTROL
 EK0828  ___________________________________________________________________
 EK0828* NAD 83(1997)-  34 36 37.84705(N)    094 12 17.06214(W)     ADJUSTED  
 EK0828* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 EK0828  ___________________________________________________________________
 EK0828  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 EK0828  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 EK0828
 EK0828  HORZ ORDER  -  THIRD
 EK0828
 EK0828.The horizontal coordinates were established by classical geodetic methods
 EK0828.and adjusted by the National Geodetic Survey in September 1999..
 EK0828.No horizontal observational check was made to the station.
 EK0828
 EK0828.The orthometric height was scaled from a topographic map.
 EK0828
 EK0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0828
 EK0828.The geoid height was determined by GEOID03.
 EK0828
 EK0828;                    North         East     Units Scale Factor Converg.
 EK0828;SPC AR S     -   617,778.680   197,806.261   MT  0.99996890   -1 14 02.3
 EK0828;SPC AR S     - 2,026,828.89    648,969.37   sFT  0.99996890   -1 14 02.3
 EK0828;SPC AR N     -    33,015.646   197,785.240   MT  1.00007912   -1 16 58.6
 EK0828;SPC AR N     -   108,318.83    648,900.41   sFT  1.00007912   -1 16 58.6
 EK0828;UTM  15      - 3,830,511.477   389,544.246   MT  0.99975038   -0 41 03.7
 EK0828
 EK0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0828!SPC AR S     -   0.99995119  x   0.99996890  =   0.99992009
 EK0828!SPC AR N     -   0.99995119  x   1.00007912  =   1.00003031
 EK0828!UTM  15      -   0.99995119  x   0.99975038  =   0.99970158
 EK0828
 EK0828|---------------------------------------------------------------------|
 EK0828| PID    Reference Object                     Distance      Geod. Az  |
 EK0828|                                                           dddmmss.s |
 EK0828| AB2099 HARPER 2 RM 3                        32.336 METERS 00140     |
 EK0828| CX5961 HARPER AZ MK                                       0063557.9 |
 EK0828| CX5966 HARPER 2 RM 2                        15.225 METERS 00658     |
 EK0828| CX5964 HARPER 2 AZ MK                                     0090654.9 |
 EK0828| EK0830 HARPER                               23.915 METERS 02632     |
 EK0828| CX5965 HARPER 2 RM 1                        41.020 METERS 08909     |
 EK0828|---------------------------------------------------------------------|
 EK0828
 EK0828                          SUPERSEDED SURVEY CONTROL
 EK0828
 EK0828  NAD 83(1997)-  34 36 37.85096(N)    094 12 17.06117(W) AD(       ) 3
 EK0828  NAD 83(1986)-  34 36 37.85288(N)    094 12 17.05567(W) AD(       ) 3
 EK0828  NAD 27      -  34 36 37.47300(N)    094 12 16.30100(W) AD(       ) 3
 EK0828
 EK0828.Superseded values are not recommended for survey control.
 EK0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0828.See file dsdata.txt to determine how the superseded data were derived.
 EK0828
 EK0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8954430511(NAD 83)
 EK0828_MARKER: DS = TRIANGULATION STATION DISK
 EK0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0828
 EK0828  HISTORY     - Date     Condition        Report By
 EK0828  HISTORY     - 1952     MONUMENTED       CGS
 EK0828  HISTORY     - 1961     GOOD             CGS
 EK0828
 EK0828                          STATION DESCRIPTION
 EK0828
 EK0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JL)
 EK0828'STATION IS LOCATED 03.5 MILES NORTHEAST OF MENA, ALONG THE
 EK0828'WEST SIDE OF U.S. HIGHWAY NO. 71, AT THE TOP OF A LOW DIVIDE
 EK0828'AND ALONG THE FRONT YARD FENCE, EAST OF OR IN FRONT OF A SMALL
 EK0828'WHITE HOUSE.  IT IS MARKED WITH A SUBSURFACE MARK WHICH IS
 EK0828'A STANDARD DISK IN A CONCRETE BLOCK, AND A SURFACE MARK
 EK0828'WHICH IS A STANDARD DISK SET IN A CONCRETE MONUMENT FLUSH
 EK0828'WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 3 FEET NORTH
 EK0828'OF THE FRONT GATE, 2 FEET EAST OF THE FENCE, 65 FEET WEST
 EK0828'OF THE APPROXIMATE CENTER-LINE OF THE HIGHWAY AND 30 FEET
 EK0828'EAST OF THE SMALL WHITE HOUSE.  THE DISKS ARE STAMPED HARPER
 EK0828'2 1952
 EK0828'
 EK0828'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED HARPER
 EK0828'2 NO. 1 1952 SET IN A CONCRETE MONUMENT.  EAST OF THE STATION,
 EK0828'ALONG THE EDGE OF THE TIMBER, 68 FEET EAST OF THE CENTER-LINE
 EK0828'OF THE HIGHWAY AND 3 FEET SOUTHEAST OF A 4X4 WHITE POST.
 EK0828'IT PROJECTS ABOUT 4 INCHES.
 EK0828'
 EK0828'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HARPER 2 NO. 2
 EK0828'1952, SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES,
 EK0828'NORTH OF THE STATION, AT THE NORTH-EAST CORNER OF THE YARD
 EK0828'FENCE, 3 FEET NORTH OF A 12 INCH PINE TREE AND IS 64 FEET
 EK0828'WEST OF THE APPROXIMATE CENTER-LINE OF THE HIGHWAY.
 EK0828'
 EK0828'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARPER 2 1952,
 EK0828'SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES, AT
 EK0828'THE EDGE OF THE TIMBER 65 FEET EAST OF THE APPROXIMATE CENTER-LINE
 EK0828'OF THE HIGHWAY, 3 FEET EAST OF A 4X4 WHITE POST.  IT IS
 EK0828'ABOUT 100 YARDS NORTH OF A SMALL STORE AND 0.2 MILE NORTH
 EK0828'OF THE STATION.
 EK0828'
 EK0828'TO REACH THE STATION FROM MENA.  GO EAST FROM THE MAIN STREET
 EK0828'CROSSING OF THE RAILROAD AND THE HIGHWAY, ON HIGHWAY NO. 71,
 EK0828'AND THEN NORTH, 03.5 MILES TO THE TOP OF THE DIVIDE AND THE
 EK0828'STATION ON THE LEFT.  CONTINUE NORTH 0.2 MILE TO A SMALL
 EK0828'RISE IN THE GRADE TO THE AZIMUTH MARK ON THE RIGHT.
 EK0828
 EK0828                          STATION RECOVERY (1961)
 EK0828
 EK0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0828'THE STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 EK0828'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 EK0828'HAD BEEN DESTROYED AND A NEW MARK WAS RESET TO REPLACE THE
 EK0828'ONE THAT HAD BEEN DESTROYED.
 EK0828'
 EK0828'THE STATION WAS RECOVERED ABOUT 3.5 MILES NORTHEAST OF MENA,
 EK0828'ON THE RIGHT OF WAY OF U.S. HIGHWAY 71 AND JUST EAST OF
 EK0828'A YARD FENCE AT A SMALL WHITE HOUSE.  THE STATION MARK IS
 EK0828'ABOUT 3 FEET NORTH-NORTHEAST OF THE NORTH GATE POST AT SMALL
 EK0828'GATE LEADING INTO FRONT YARD AND IS ABOUT FLUSH WITH THE
 EK0828'GROUND.
 EK0828'
 EK0828'R.M. NO. 1 IS NEAR THE WEST SIDE OF THE TIMBER, 68 FEET
 EK0828'EAST OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET SOUTHEAST
 EK0828'OF A WHITE WITNESS POST.
 EK0828'
 EK0828'R.M. NO. 3 IS 59 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 EK0828'19 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND 2-1/2 FEET
 EK0828'NORTHEAST OF THE EAST POST OF A SIGN ADVERTISING THE HILLVIEW
 EK0828'BAIT FARM.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 EK0828'IS STAMPED HARPER 2 NO 3 1952.
 EK0828'
 EK0828'THE AZIMUTH MARK RECOVERED ABOUT 0.2 MILE NORTH OF THE STATION,
 EK0828'ABOUT 100 YARDS NORTH OF A RED HOUSE (FORMERLY A STORE),
 EK0828'65 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET
 EK0828'EAST OF A WHITE WITNESS POST.
 EK0828'
 EK0828'TO REACH THE STATION FROM MENA, FROM THE MAIN STREET CROSSING
 EK0828'OF THE RAILROAD, GO NORTHEAST AND NORTH ON U.S. HIGHWAY 71
 EK0828'FOR 3.5 MILES TO TO THE TOP OF A LOW DIVIDE AND STATION ON
 EK0828'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1778 ***********************************************************************
 EH1778  DESIGNATION -  HARR
 EH1778  PID         -  EH1778
 EH1778  STATE/COUNTY-  AR/JEFFERSON
 EH1778  USGS QUAD   -  SHERRILL (1971)
 EH1778
 EH1778                         *CURRENT SURVEY CONTROL
 EH1778  ___________________________________________________________________
 EH1778* NAD 83(1986)-  34 27 33.     (N)    091 57 18.     (W)     SCALED    
 EH1778* NAVD 88     -        68.238  (meters)     223.88   (feet)  ADJUSTED  
 EH1778  ___________________________________________________________________
 EH1778  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1778  DYNAMIC HT  -          68.173 (meters)     223.66  (feet)  COMP
 EH1778  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 EH1778
 EH1778  VERT ORDER  -  SECOND    CLASS 0
 EH1778
 EH1778.The horizontal coordinates were scaled from a topographic map and have
 EH1778.an estimated accuracy of +/- 6 seconds.
 EH1778
 EH1778.The orthometric height was determined by differential leveling
 EH1778.and adjusted by the National Geodetic Survey in June 1991..
 EH1778
 EH1778.The geoid height was determined by GEOID03.
 EH1778
 EH1778.The dynamic height is computed by dividing the NAVD 88
 EH1778.geopotential number by the normal gravity value computed on the
 EH1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1778.degrees latitude (g = 980.6199 gals.).
 EH1778
 EH1778.The modeled gravity was interpolated from observed gravity values.
 EH1778
 EH1778;                    North         East    Units  Estimated Accuracy
 EH1778;SPC AR S     -   598,810.      404,140.      MT  (+/- 180 meters Scaled)
 EH1778
 EH1778                          SUPERSEDED SURVEY CONTROL
 EH1778
 EH1778  NGVD 29 (??/??/??)   68.278  (m)          224.01   (f) ADJUSTED    2 0
 EH1778
 EH1778.Superseded values are not recommended for survey control.
 EH1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1778.See file dsdata.txt to determine how the superseded data were derived.
 EH1778
 EH1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU959135(NAD 83)
 EH1778_MARKER: DB = BENCH MARK DISK
 EH1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1778_STAMPING: HARR 1934
 EH1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1778+STABILITY: SURFACE MOTION
 EH1778
 EH1778  HISTORY     - Date     Condition        Report By
 EH1778  HISTORY     - 1934     MONUMENTED       ARGS
 EH1778  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1778
 EH1778                          STATION DESCRIPTION
 EH1778
 EH1778'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH1778'IN FERDA.
 EH1778'ABOUT 150 FEET NORTHWEST OF NORTHWEST CORNER OF FERDA PLANTATION
 EH1778'STORE.  105 FEET NORTH OF FERDA STATION SIGN BOARD.  90 FEET NORTH OF
 EH1778'INTERSECTION OF CENTERLINES OF ST. HWY. 15 WITH ST. LOUIS SOUTHWESTERN
 EH1778'RY.  45 FEET WEST OF MILEPOLE 269.  12.3 FEET WEST OF CENTERLINE OF
 EH1778'MAIN LINE TRACK OF ST. LOUIS SOUTHWESTERN RY.  TABLET SET IN PRECAST
 EH1778'CONCRETE POST.
 EH1778
 EH1778                          STATION RECOVERY (1962)
 EH1778
 EH1778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1279 ***********************************************************************
 DL1279  DESIGNATION -  HARRELL
 DL1279  PID         -  DL1279
 DL1279  STATE/COUNTY-  AR/CALHOUN
 DL1279  USGS QUAD   -  HAMPTON (1985)
 DL1279
 DL1279                         *CURRENT SURVEY CONTROL
 DL1279  ___________________________________________________________________
 DL1279* NAD 83(1997)-  33 30 34.97572(N)    092 23 57.84362(W)     ADJUSTED  
 DL1279* NAVD 88     -        61.49   (+/-2cm)     201.7    (feet)  VERTCON   
 DL1279  ___________________________________________________________________
 DL1279  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DL1279  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL1279
 DL1279  HORZ ORDER  -  FIRST
 DL1279  VERT ORDER  -  THIRD ? (See Below)
 DL1279
 DL1279.The horizontal coordinates were established by classical geodetic methods
 DL1279.and adjusted by the National Geodetic Survey in September 1999..
 DL1279
 DL1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1279.The vertical order pertains to the NGVD 29 superseded value.
 DL1279
 DL1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1279
 DL1279.The geoid height was determined by GEOID03.
 DL1279
 DL1279;                    North         East     Units Scale Factor Converg.
 DL1279;SPC AR S     -   493,577.441   362,892.363   MT  0.99996012   -0 13 24.7
 DL1279;SPC AR S     - 1,619,345.32  1,190,589.36   sFT  0.99996012   -0 13 24.7
 DL1279;UTM  15      - 3,707,957.776   555,781.032   MT  0.99963836   +0 19 53.7
 DL1279
 DL1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1279!SPC AR S     -   0.99999445  x   0.99996012  =   0.99995457
 DL1279!UTM  15      -   0.99999445  x   0.99963836  =   0.99963281
 DL1279
 DL1279|---------------------------------------------------------------------|
 DL1279| PID    Reference Object                     Distance      Geod. Az  |
 DL1279|                                                           dddmmss.s |
 DL1279| DL1282 HARRELL RM 2                         26.756 METERS 00108     |
 DL1279| DL0031 TT 14 B                             101.491 METERS 04357     |
 DL1279| CY6188 HARRELL AZ MK                                      1301801.2 |
 DL1279| CY6189 HARRELL RM 1                         28.540 METERS 24043     |
 DL1279| DL1280 HAMPTON MUNICIPAL TANK              APPROX. 7.3 KM 2950023.6 |
 DL1279|---------------------------------------------------------------------|
 DL1279
 DL1279                          SUPERSEDED SURVEY CONTROL
 DL1279
 DL1279  NAD 83(1997)-  33 30 34.98579(N)    092 23 57.83657(W) AD(       ) 1
 DL1279  NAD 83(1986)-  33 30 34.98698(N)    092 23 57.83680(W) AD(       ) 1
 DL1279  NAD 27      -  33 30 34.58000(N)    092 23 57.29700(W) AD(       ) 1
 DL1279  NGVD 29 (07/19/86)   61.54   (m)          201.9    (f) LEVELING    3  
 DL1279
 DL1279.Superseded values are not recommended for survey control.
 DL1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1279.See file dsdata.txt to determine how the superseded data were derived.
 DL1279
 DL1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5578107958(NAD 83)
 DL1279_MARKER: DS = TRIANGULATION STATION DISK
 DL1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1279_SP_SET: CONCRETE POST
 DL1279_STAMPING: HARRELL 1952
 DL1279_MARK LOGO: CGS   
 DL1279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1279+STABILITY: SURFACE MOTION
 DL1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1279+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DL1279
 DL1279  HISTORY     - Date     Condition        Report By
 DL1279  HISTORY     - 1952     MONUMENTED       CGS
 DL1279  HISTORY     - 1952     GOOD             CGS
 DL1279  HISTORY     - 1964     GOOD             CGS
 DL1279  HISTORY     - 1965     GOOD             CGS
 DL1279  HISTORY     - 19921128 GOOD             NOS
 DL1279  HISTORY     - 20050920 GOOD             ARHD
 DL1279
 DL1279                          STATION DESCRIPTION
 DL1279
 DL1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1279'THE STATION IS LOCATED IN THE TOWN OF HARRELL, ON LAND OWNED BY
 DL1279'THE JONES BROTHERS, ABOUT 470 FEET SOUTHEAST OF THE DEPOT, 84
 DL1279'FEET SOUTHWEST OF THE WEST RAIL OF A RAILROAD TRACK, 64 FEET
 DL1279'SOUTHWEST OF A TELEPHONE POLE AND 8 FEET WEST OF A WHITE
 DL1279'4 IN X 4 IN WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 DL1279'STATION GO NORTHWEST 0.05 MILE TO STATE HIGHWAY 4, TURN RIGHT
 DL1279'AND GO SOUTHEAST ON THE HIGHWAY FOR 0.15 MILE TO A Y-JUNCTION,
 DL1279'TURN RIGHT AND GO EASTERLY ON A GRAVELED STREET FOR 0.05 MILE
 DL1279'TO THE MARK ON THE LEFT.
 DL1279'
 DL1279'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1279'HARRELL 1952.
 DL1279'
 DL1279'REFERENCE MARK 1 IS 37 FEET NORTHWEST OF A FENCE CORNER
 DL1279'AND 64 FEET SOUTH OF AN 18-INCH GUM TREE.  THE MARK PROJECTS 6
 DL1279'INCHES AND THE DISK IS STAMPED HARRELL NO 1 1952.
 DL1279'
 DL1279'REFERENCE MARK 2 IS 50 FEET WEST OF A FENCE CORNER AND 93 FEET
 DL1279'NORTHEAST OF THE GUM TREE.  THE MARK PROJECTS 6 INCHES AND THE
 DL1279'DISK IS STAMPED HARRELL NO 2 1952.
 DL1279'
 DL1279'THE AZIMUTH MARK IS 69 FEET EAST OF A POWER LINE POLE, 34 FEET
 DL1279'SOUTHEAST OF THE CENTER OF A GRAVELED STREET, 22 FEET NORTH
 DL1279'OF THE NORTH CORNER OF A HOUSE AND 1 FOOT NORTHEAST OF A FENCE.
 DL1279'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HARRELL 1952.
 DL1279'
 DL1279'TT 14B(USGS) IS 157 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DL1279'THE DEPOT, 33 FEET NORTHEAST OF THE CENTER OF HIGHWAY 4, 30
 DL1279'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 7 FEET
 DL1279'NORTHEAST OF A TELEPHONE POLE.  THE MARK IS A BRONZE DISK OF THE
 DL1279'UNITED STATES GEOLOGICAL SURVEY SET IN THE TOP OF A 6-INCH SQUARE
 DL1279'CONCRETE POST THAT PROJECTS 1 INCH.  THE DISK IS STAMPED TT 14 B
 DL1279'1933 204.
 DL1279'
 DL1279'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1279
 DL1279                          STATION RECOVERY (1952)
 DL1279
 DL1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 DL1279'RECOVERED IN GOOD CONDITION.
 DL1279
 DL1279                          STATION RECOVERY (1964)
 DL1279
 DL1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1279'STATION RECOVERED AS DESCRIBED AND IS 14.5 FEET SOUTHEAST OF A
 DL1279'WOVEN WIRE FENCE.  R.M. NO. 1 AND R.M. NO. 2 ARE IN AN OPEN
 DL1279'PASTURE TO THE WEST OF THE STATION.  TT 14 B (USGS) IS 36
 DL1279'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 4, 30 FEET
 DL1279'WEST OF THE WEST RAIL, 3.8 FEET SOUTH OF A TELEPHONE POLE AND
 DL1279'2 INCHES BELOW SURFACE OF GROUND.  TO REACH THE AZIMUTH MARK,
 DL1279'FROM THE RAILROAD CROSSING SOUTH OF RAILROAD STATION, GO EAST
 DL1279'ON HIGHWAY FOR 0.1 MILE TO FORKS, TAKE RIGHT FORK STRAIGHT
 DL1279'AHEAD FOR 0.05 MILE TO CROSS-STREETS, TURN RIGHT AND GO
 DL1279'SOUTH FOR 0.1 MILE TO CROSS-STREETS AND MARK IN SOUTHEAST
 DL1279'ANGLE OF STREETS AS ORIGINALLY DESCRIBED.
 DL1279
 DL1279                          STATION RECOVERY (1965)
 DL1279
 DL1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1279'STATION MARK, REFERENCE MARKS NO. 1 AND 2, THE AZIMUTH MARK AND
 DL1279'TT 14B (USGS) 1933 WERE RECOVERED IN GOOD CONDITION.
 DL1279'
 DL1279'A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS AND
 DL1279'FOUND TO BE CORRECT.
 DL1279'
 DL1279'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 2 AND THE
 DL1279'DISTANCE IS SHOWN BELOW.
 DL1279'
 DL1279'1965 OBSERVATIONS TAKEN FROM A 90 FOOT STEEL TOWER.
 DL1279
 DL1279                          STATION RECOVERY (1992)
 DL1279
 DL1279'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL1279'RECOVERED IN GOOD CONDITION.
 DL1279
 DL1279                          STATION RECOVERY (2005)
 DL1279
 DL1279'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1282 ***********************************************************************
 DL1282  DESIGNATION -  HARRELL RM 2
 DL1282  PID         -  DL1282
 DL1282  STATE/COUNTY-  AR/CALHOUN
 DL1282  USGS QUAD   -  HAMPTON (1985)
 DL1282
 DL1282                         *CURRENT SURVEY CONTROL
 DL1282  ___________________________________________________________________
 DL1282* NAD 83(1997)-  33 30 35.84399(N)    092 23 57.82317(W)     ADJUSTED  
 DL1282* NAVD 88     -        61.87   (+/-2cm)     203.0    (feet)  VERTCON   
 DL1282  ___________________________________________________________________
 DL1282  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DL1282  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL1282
 DL1282  HORZ ORDER  -  FIRST
 DL1282  VERT ORDER  -  THIRD ? (See Below)
 DL1282
 DL1282.The horizontal coordinates were established by classical geodetic methods
 DL1282.and adjusted by the National Geodetic Survey in September 1999..
 DL1282
 DL1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1282.The vertical order pertains to the NGVD 29 superseded value.
 DL1282
 DL1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1282
 DL1282.The geoid height was determined by GEOID03.
 DL1282
 DL1282;                    North         East     Units Scale Factor Converg.
 DL1282;SPC AR S     -   493,604.189   362,892.995   MT  0.99996008   -0 13 24.7
 DL1282;SPC AR S     - 1,619,433.08  1,190,591.43   sFT  0.99996008   -0 13 24.7
 DL1282;UTM  15      - 3,707,984.520   555,781.405   MT  0.99963836   +0 19 53.7
 DL1282
 DL1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1282!SPC AR S     -   0.99999439  x   0.99996008  =   0.99995447
 DL1282!UTM  15      -   0.99999439  x   0.99963836  =   0.99963275
 DL1282
 DL1282:                Primary Azimuth Mark                     Grid Az
 DL1282:SPC AR S     -  BANKS                                    062 33 59.8
 DL1282:UTM  15      -  BANKS                                    062 00 41.4
 DL1282
 DL1282|---------------------------------------------------------------------|
 DL1282| PID    Reference Object                     Distance      Geod. Az  |
 DL1282|                                                           dddmmss.s |
 DL1282| DL1277 BANKS                               APPROX.13.4 KM 0622035.1 |
 DL1282| DL1279 HARRELL                              26.756 METERS 18108     |
 DL1282|---------------------------------------------------------------------|
 DL1282
 DL1282                          SUPERSEDED SURVEY CONTROL
 DL1282
 DL1282  NAD 83(1997)-  33 30 35.85406(N)    092 23 57.81613(W) AD(       ) 1
 DL1282  NAD 83(1986)-  33 30 35.85503(N)    092 23 57.81637(W) AD(       ) 1
 DL1282  NAD 27      -  33 30 35.44829(N)    092 23 57.27649(W) AD(       ) 1
 DL1282  NGVD 29 (07/19/86)   61.92   (m)          203.1    (f) LEVELING    3  
 DL1282
 DL1282.Superseded values are not recommended for survey control.
 DL1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1282.See file dsdata.txt to determine how the superseded data were derived.
 DL1282
 DL1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5578107985(NAD 83)
 DL1282_MARKER: DR = REFERENCE MARK DISK
 DL1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1282+STABILITY: SURFACE MOTION
 DL1282
 DL1282  HISTORY     - Date     Condition        Report By
 DL1282  HISTORY     - 1965     MONUMENTED       CGS
 DL1282
 DL1282                          STATION DESCRIPTION
 DL1282
 DL1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1282'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME PROPERTY
 DL1282'AS TRIANGULATION STATION HARRELL 1952.
 DL1282'
 DL1282'STATION IS MARKED BY A STANDARD REFERENCE MARK DISK, STAMPED
 DL1282'HARRELL NO 2 1952, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DL1282'THAT PROJECTS ABOUT 2 INCHES.  MARK IS 120 FEET WEST-SOUTHWEST
 DL1282'OF THE WEST RAIL OF MAIN TRACK OF THE CHICAGO ROCK ISLAND AND
 DL1282'PACIFIC RAILROAD, 93 FEET NORTHEAST OF A 36-INCH OAK TREE AND
 DL1282'15.4 FEET WEST-SOUTHWEST OF A WIRE FENCE.
 DL1282'
 DL1282'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARRELL
 DL1282'1952, DISTANCE BEING 26.757 METERS OR 87.78 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2118 ***********************************************************************
 FF2118  DESIGNATION -  HARRISBURG
 FF2118  PID         -  FF2118
 FF2118  STATE/COUNTY-  AR/POINSETT
 FF2118  USGS QUAD   -  HARRISBURG (1983)
 FF2118
 FF2118                         *CURRENT SURVEY CONTROL
 FF2118  ___________________________________________________________________
 FF2118* NAD 83(1997)-  35 34 08.04539(N)    090 42 41.00959(W)     ADJUSTED  
 FF2118* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 FF2118  ___________________________________________________________________
 FF2118  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FF2118  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF2118
 FF2118  HORZ ORDER  -  SECOND
 FF2118
 FF2118.The horizontal coordinates were established by classical geodetic methods
 FF2118.and adjusted by the National Geodetic Survey in September 1999..
 FF2118
 FF2118.The orthometric height was scaled from a topographic map.
 FF2118
 FF2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2118
 FF2118.The geoid height was determined by GEOID03.
 FF2118
 FF2118;                    North         East     Units Scale Factor Converg.
 FF2118;SPC AR N     -   137,840.034   516,803.921   MT  0.99993597   +0 44 59.4
 FF2118;SPC AR N     -   452,230.18  1,695,547.53   sFT  0.99993597   +0 44 59.4
 FF2118;UTM  15      - 3,938,545.239   707,401.578   MT  1.00013011   +1 19 54.2
 FF2118
 FF2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2118!SPC AR N     -   0.99998597  x   0.99993597  =   0.99992194
 FF2118!UTM  15      -   0.99998597  x   1.00013011  =   1.00011608
 FF2118
 FF2118|---------------------------------------------------------------------|
 FF2118| PID    Reference Object                     Distance      Geod. Az  |
 FF2118|                                                           dddmmss.s |
 FF2118| CI3783 HARRISBURG RM 1                      25.152 METERS 05733     |
 FF2118| CI3784 HARRISBURG RM 2                      21.019 METERS 20519     |
 FF2118| FF2119 HARRISBURG POINSETT SHER RADIO      222.212 METERS 26925     |
 FF2118|---------------------------------------------------------------------|
 FF2118
 FF2118                          SUPERSEDED SURVEY CONTROL
 FF2118
 FF2118  NAD 83(1997)-  35 34 08.04851(N)    090 42 41.00868(W) AD(       ) 2
 FF2118  NAD 83(1986)-  35 34 08.05824(N)    090 42 41.00910(W) AD(       ) 2
 FF2118  NAD 27      -  35 34 07.77050(N)    090 42 40.60690(W) AD(       ) 2
 FF2118
 FF2118.Superseded values are not recommended for survey control.
 FF2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2118.See file dsdata.txt to determine how the superseded data were derived.
 FF2118
 FF2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0740238545(NAD 83)
 FF2118_MARKER: DS = TRIANGULATION STATION DISK
 FF2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2118
 FF2118  HISTORY     - Date     Condition        Report By
 FF2118  HISTORY     - 1954     MONUMENTED       CGS
 FF2118  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF2118
 FF2118                          STATION DESCRIPTION
 FF2118
 FF2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2118'THE STATION IS IN THE NORTHEAST EDGE OF HARRISBURG, ON A LOW
 FF2118'RIDGE SEPARATING THE MUNICIPAL GARBAGE DUMP AND A COUNTY
 FF2118'GRAVEL PIT, 200 FEET NORTH OF A SMALL SHACK, 36 FEET SOUTH OF
 FF2118'A BLADED WOODS ROAD AND 5 FEET EAST OF A 4 IN X 4 IN WHITE
 FF2118'WITNESS POST.
 FF2118'
 FF2118'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 FF2118'14 IN HARRISBURG, GO EAST ON THE HIGHWAY FOR 0.25 MILE TO A
 FF2118'T-INTERSECTION, TURN LEFT AND GO NORTH FOR 0.2 MILE TO A
 FF2118'T-INTERSECTION, TURN RIGHT AND GO EAST FOR ABOUT 200 FEET TO A
 FF2118'FORK, (THE MUNICIPAL JAIL IS ON THE LEFT) TURN RIGHT AND GO
 FF2118'EASTERLY UP HILL FOR 0.15 MILE TO A FORK, TURN RIGHT AND GO
 FF2118'0.25 MILE TO A REVERSE FORK ON THE LEFT, TURN SHARP LEFT AND
 FF2118'GO NORTHWESTERLY ON A WOODS ROAD FOR 0.05 MILE TO THE STATION
 FF2118'ON THE LEFT.
 FF2118'
 FF2118'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE WOODS ROAD.  THE
 FF2118'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HARRISBURG
 FF2118'NO 1 1954.
 FF2118'
 FF2118'REFERENCE MARK NO. 2 IS 110 FEET SOUTH OF THE WOODS ROAD AND
 FF2118'7 FEET EAST OF A FOOT-PATH.  THE MARK PROJECTS 3 INCHES AND
 FF2118'THE DISK IS STAMPED HARRISBURG NO 2 1954.
 FF2118'
 FF2118'THE POINSETT COUNTY SHERIFFS RADIO MAST IS ABOUT 100 FEET
 FF2118'HIGH AND ALTERNATLY PAINTED RED AND WHITE.  THE POINT INTERSECTED
 FF2118'WAS THE APEX OF THE MAST.
 FF2118'
 FF2118'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND AND
 FF2118'THE RADIO MAST CAN BE USED AS SUCH.
 FF2118'
 FF2118'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF2118
 FF2118                          STATION RECOVERY (1979)
 FF2118
 FF2118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RPS)
 FF2118'THE TRIANGULATION STATION AND REFERENCE MARKS HAVE BEEN
 FF2118'DESTROYED BY BULLDOZERS IN THE CONSTRUCTION OF A SANITARY
 FF2118'LANDFILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2120 ***********************************************************************
 FF2120  DESIGNATION -  HARRISBURG ARK PWR LT RAD TWR
 FF2120  PID         -  FF2120
 FF2120  STATE/COUNTY-  AR/POINSETT
 FF2120  USGS QUAD   -  HARRISBURG (1983)
 FF2120
 FF2120                         *CURRENT SURVEY CONTROL
 FF2120  ___________________________________________________________________
 FF2120* NAD 83(1997)-  35 33 46.21273(N)    090 42 40.82084(W)     ADJUSTED  
 FF2120* NAVD 88     -                                                        
 FF2120  ___________________________________________________________________
 FF2120  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FF2120  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF2120
 FF2120  HORZ ORDER  -  THIRD
 FF2120
 FF2120.The horizontal coordinates were established by classical geodetic methods
 FF2120.and adjusted by the National Geodetic Survey in September 1999..
 FF2120
 FF2120
 FF2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2120
 FF2120.The geoid height was determined by GEOID03.
 FF2120
 FF2120;                    North         East     Units Scale Factor Converg.
 FF2120;SPC AR N     -   137,167.320   516,817.479   MT  0.99993600   +0 44 59.5
 FF2120;SPC AR N     -   450,023.12  1,695,592.01   sFT  0.99993600   +0 44 59.5
 FF2120;UTM  15      - 3,937,872.567   707,421.970   MT  1.00013021   +1 19 53.6
 FF2120
 FF2120                          SUPERSEDED SURVEY CONTROL
 FF2120
 FF2120  NAD 83(1997)-  35 33 46.21551(N)    090 42 40.82006(W) AD(       ) 4
 FF2120  NAD 83(1986)-  35 33 46.22520(N)    090 42 40.82029(W) AD(       ) 4
 FF2120  NAD 27      -  35 33 45.93000(N)    090 42 40.41900(W) AD(       ) 3
 FF2120
 FF2120.Superseded values are not recommended for survey control.
 FF2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2120.See file dsdata.txt to determine how the superseded data were derived.
 FF2120
 FF2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0742237873(NAD 83)
 FF2120_MARKER: 43 = RADIO/TV TOWER
 FF2120
 FF2120  HISTORY     - Date     Condition        Report By
 FF2120  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2120
 FF2120                          STATION DESCRIPTION
 FF2120
 FF2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2120'THE STATION IS LOCATED ON TOP OF A HIGH HILL NEAR THE EAST
 FF2120'EDGE OF HARRISBURG AND IS SURROUNDED BY A CHAIN LINK FENCE.  IT
 FF2120'IS A THREE LEGGED, SELF SUPPORTING STEEL STRUCTURE PAINTED
 FF2120'ALTERNATELY RED AND WHITE, HAS A RED FLASHING LIGHT AT THE TOP
 FF2120'OF THE TOWER AND IS 150.0 FEET HIGH.
 FF2120'
 FF2120'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TOWER.
 FF2120'
 FF2120'TO REACH FROM THE EAST EDGE OF THE POINSETT COUNTY COURTHOUSE
 FF2120'SQUARE, GO EAST ON ON A GRAVELED STREET FOR 0.3 MILE
 FF2120'TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2117 ***********************************************************************
 FF2117  DESIGNATION -  HARRISBURG MOUTON RICE CO TANK
 FF2117  PID         -  FF2117
 FF2117  STATE/COUNTY-  AR/POINSETT
 FF2117  USGS QUAD   -  HARRISBURG (1983)
 FF2117
 FF2117                         *CURRENT SURVEY CONTROL
 FF2117  ___________________________________________________________________
 FF2117* NAD 83(1997)-  35 34 03.32945(N)    090 43 19.04820(W)     ADJUSTED  
 FF2117* NAVD 88     -                                                        
 FF2117  ___________________________________________________________________
 FF2117  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FF2117  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF2117
 FF2117  HORZ ORDER  -  THIRD
 FF2117
 FF2117.The horizontal coordinates were established by classical geodetic methods
 FF2117.and adjusted by the National Geodetic Survey in September 1999..
 FF2117
 FF2117
 FF2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2117
 FF2117.The geoid height was determined by GEOID03.
 FF2117
 FF2117;                    North         East     Units Scale Factor Converg.
 FF2117;SPC AR N     -   137,682.228   515,848.097   MT  0.99993598   +0 44 37.3
 FF2117;SPC AR N     -   451,712.44  1,692,411.63   sFT  0.99993598   +0 44 37.3
 FF2117;UTM  15      - 3,938,377.703   706,447.223   MT  1.00012524   +1 19 31.9
 FF2117
 FF2117                          SUPERSEDED SURVEY CONTROL
 FF2117
 FF2117  NAD 83(1997)-  35 34 03.33275(N)    090 43 19.04752(W) AD(       ) 4
 FF2117  NAD 83(1986)-  35 34 03.34204(N)    090 43 19.04763(W) AD(       ) 4
 FF2117  NAD 27      -  35 34 03.05400(N)    090 43 18.64400(W) AD(       ) 3
 FF2117
 FF2117.Superseded values are not recommended for survey control.
 FF2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2117.See file dsdata.txt to determine how the superseded data were derived.
 FF2117
 FF2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0644738378(NAD 83)
 FF2117_MARKER: 53 = ELEVATED TANK
 FF2117
 FF2117  HISTORY     - Date     Condition        Report By
 FF2117  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2117
 FF2117                          STATION DESCRIPTION
 FF2117
 FF2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2117'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF HARRISBURG AT
 FF2117'THE MOUTON RICE MILLING COMPANY PLANT.  IT IS A FOUR LEGGED
 FF2117'STEEL STRUCTURE SUPPORTING THE TANK PROPER, IS PAINTED SILVER,
 FF2117'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND IS 120.0
 FF2117'FEET HIGH.
 FF2117'
 FF2117'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2119 ***********************************************************************
 FF2119  DESIGNATION -  HARRISBURG POINSETT SHER RADIO
 FF2119  PID         -  FF2119
 FF2119  STATE/COUNTY-  AR/POINSETT
 FF2119  USGS QUAD   -  HARRISBURG (1983)
 FF2119
 FF2119                         *CURRENT SURVEY CONTROL
 FF2119  ___________________________________________________________________
 FF2119* NAD 83(1997)-  35 34 07.97131(N)    090 42 49.83367(W)     ADJUSTED  
 FF2119* NAVD 88     -                                                        
 FF2119  ___________________________________________________________________
 FF2119  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FF2119  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF2119
 FF2119  HORZ ORDER  -  THIRD
 FF2119
 FF2119.The horizontal coordinates were established by classical geodetic methods
 FF2119.and adjusted by the National Geodetic Survey in September 1999..
 FF2119
 FF2119
 FF2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2119
 FF2119.The geoid height was determined by GEOID03.
 FF2119
 FF2119;                    North         East     Units Scale Factor Converg.
 FF2119;SPC AR N     -   137,834.846   516,581.784   MT  0.99993597   +0 44 54.3
 FF2119;SPC AR N     -   452,213.16  1,694,818.74   sFT  0.99993597   +0 44 54.3
 FF2119;UTM  15      - 3,938,537.794   707,179.462   MT  1.00012897   +1 19 49.0
 FF2119
 FF2119                          SUPERSEDED SURVEY CONTROL
 FF2119
 FF2119  NAD 83(1997)-  35 34 07.97443(N)    090 42 49.83295(W) AD(       ) 4
 FF2119  NAD 83(1986)-  35 34 07.98420(N)    090 42 49.83318(W) AD(       ) 4
 FF2119  NAD 27      -  35 34 07.69700(N)    090 42 49.43100(W) AD(       ) 3
 FF2119
 FF2119.Superseded values are not recommended for survey control.
 FF2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2119.See file dsdata.txt to determine how the superseded data were derived.
 FF2119
 FF2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0717938538(NAD 83)
 FF2119_MARKER: 42 = RADIO/TV MAST
 FF2119
 FF2119  HISTORY     - Date     Condition        Report By
 FF2119  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2119
 FF2119                          STATION DESCRIPTION
 FF2119
 FF2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2119'THE STATION IS LOCATED ON A HILL AT THE EXTREME NORTH EDGE OF
 FF2119'HARRISBURG.  IT IS A STEEL TRUSS-WORK STRUCTURE SUPPORTED BY
 FF2119'MANY GUY CABLES, IS PAINTED ALTERNATELY RED AND WHITE AND
 FF2119'HAS A RED FLASHING LIGHT AT THE TOP OF THE MAST.  ABOUT 95 FEET
 FF2119'HIGH.
 FF2119'
 FF2119'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST.
 FF2119'
 FF2119'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE POINSETT
 FF2119'COUNTY COURTHOUSE SQUARE, GO NORTHERLY ON A GRAVELED STREET
 FF2119'FOR 0.4 MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0806 ***********************************************************************
 GF0806  DESIGNATION -  HARRISON
 GF0806  PID         -  GF0806
 GF0806  STATE/COUNTY-  AR/BOONE
 GF0806  USGS QUAD   -  HARRISON (1975)
 GF0806
 GF0806                         *CURRENT SURVEY CONTROL
 GF0806  ___________________________________________________________________
 GF0806* NAD 83(1997)-  36 14 28.01855(N)    093 06 57.46708(W)     ADJUSTED  
 GF0806* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 GF0806  ___________________________________________________________________
 GF0806  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GF0806  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0806
 GF0806  HORZ ORDER  -  THIRD
 GF0806
 GF0806.The horizontal coordinates were established by classical geodetic methods
 GF0806.and adjusted by the National Geodetic Survey in September 1999..
 GF0806
 GF0806.The orthometric height was scaled from a topographic map.
 GF0806
 GF0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0806
 GF0806.The geoid height was determined by GEOID03.
 GF0806
 GF0806;                    North         East     Units Scale Factor Converg.
 GF0806;SPC AR N     -   212,228.072   299,689.830   MT  1.00000155   -0 38 57.8
 GF0806;SPC AR N     -   696,284.93    983,232.38   sFT  1.00000155   -0 38 57.8
 GF0806;UTM  15      - 4,010,698.544   489,580.429   MT  0.99960134   -0 04 06.8
 GF0806
 GF0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0806!SPC AR N     -   0.99994462  x   1.00000155  =   0.99994617
 GF0806!UTM  15      -   0.99994462  x   0.99960134  =   0.99954599
 GF0806
 GF0806:                Primary Azimuth Mark                     Grid Az
 GF0806:SPC AR N     -  HARRISON AZ MK 2                         053 55 49.7
 GF0806:UTM  15      -  HARRISON AZ MK 2                         053 20 58.7
 GF0806
 GF0806|---------------------------------------------------------------------|
 GF0806| PID    Reference Object                     Distance      Geod. Az  |
 GF0806|                                                           dddmmss.s |
 GF0806| CI1564 HARRISON AZ MK 2                                   0531651.9 |
 GF0806| GF0805 HARRISON RADIO STA KHOZ MAST        417.582 METERS 0564617.3 |
 GF0806| CI1567 HARRISON RM 3                         7.724 METERS 10249     |
 GF0806| CI1565 HARRISON RM 1                         8.932 METERS 10402     |
 GF0806| CI1566 HARRISON RM 2                         8.969 METERS 28242     |
 GF0806| CI1563 HARRISON AZ MK                                     3465219.7 |
 GF0806|---------------------------------------------------------------------|
 GF0806
 GF0806                          SUPERSEDED SURVEY CONTROL
 GF0806
 GF0806  NAD 83(1986)-  36 14 28.02986(N)    093 06 57.46809(W) AD(       ) 3
 GF0806  NAD 27      -  36 14 27.77300(N)    093 06 56.83100(W) AD(       ) 3
 GF0806
 GF0806.Superseded values are not recommended for survey control.
 GF0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0806.See file dsdata.txt to determine how the superseded data were derived.
 GF0806
 GF0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8958010699(NAD 83)
 GF0806_MARKER: DS = TRIANGULATION STATION DISK
 GF0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0806
 GF0806  HISTORY     - Date     Condition        Report By
 GF0806  HISTORY     - 1954     MONUMENTED       CGS
 GF0806  HISTORY     - 1965     GOOD             CGS
 GF0806  HISTORY     - 1965     GOOD             CGS
 GF0806  HISTORY     - 1965     GOOD             CGS
 GF0806  HISTORY     - 1972     GOOD             NGS
 GF0806  HISTORY     - 1978     GOOD             NGS
 GF0806
 GF0806                          STATION DESCRIPTION
 GF0806
 GF0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0806'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF THE CITY
 GF0806'OF HARRISON.  IT IS 63.5 FEET NORTH OF THE NORTH WALL OF THE
 GF0806'CITY RESERVOIR, 25 FEET NORTH OF THE CENTER OF WEST SHERMAN
 GF0806'STREET, 7 FEET SOUTH OF THE CORNER OF AN IRON FENCE INCLOSING A
 GF0806'PRIVATE CEMETERY OWNED BY E.B. SPEER, WHO ALSO OWNS THE
 GF0806'PROPERTY THE STATION IS ON.  THERE WAS NO WITNESS POST SET AT
 GF0806'THE STATION.
 GF0806'
 GF0806'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GF0806'STAMPED HARRISON 1954.
 GF0806'
 GF0806'REFERENCE MARK 2 IS 31 FEET NORTH OF THE CENTER OF THE STREET,
 GF0806'2 FEET EAST OF THE CEMETERY GATE.  THE MARK IS FLUSH WITH
 GF0806'THE GROUND AND THE DISK IS STAMPED HARRISON NO 2 1954.
 GF0806'
 GF0806'REFERENCE MARK 1 IS 17 FEET NORTH OF THE CENTER OF THE STREET
 GF0806'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS FLUSH WITH
 GF0806'THE GROUND AND THE DISK IS STAMPED HARRISON NO 1 1954.
 GF0806'
 GF0806'THE AZIMUTH MARK IS 44 FEET NORTHEAST OF THE CENTER OF U.S.
 GF0806'HIGHWAY 65, 5 FEET 5 FEET SOUTH OF A FENCE AND 3 FEET NORTHEAST OF
 GF0806'A POWERLINE POLE NUMBERED 27.  THE MARK PROJECTS 5 INCHES
 GF0806'AND THE DISK IS STAMPED HARRISON 1954.  TO REACH THE MARK FROM
 GF0806'THE STATION, GO EASTERLY FOR 0.4 MILE TO U.S. HIGHWAY 65,
 GF0806'TURN LEFT AND GO NORTHERLY ON HIGHWAY 65 FOR 1.0 MILE TO
 GF0806'THE MARK ON THE RIGHT.  THERE WAS NO WITNESS POST SET AT
 GF0806'THE AZIMUTH MARK.
 GF0806
 GF0806                          STATION RECOVERY (1965)
 GF0806
 GF0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWR)
 GF0806'STATION AND R.M. 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GF0806'R.M. 1 AND THE AZIMUTH MARK HAVE APPARENTLY BEEN DESTROYED BY
 GF0806'CONSTRUCTION.  THE STREET AT THE STATION HAS BEEN WIDENED
 GF0806'SOMEWHAT TO THE NORTH AND THE DESCRIBED MEASUREMENTS PLACES
 GF0806'R.M. 1 IN THE STREET.  THE HIGHWAY AT THE AZIMUTH MARK HAS
 GF0806'BEEN REBUILT AND WIDENED TO 4 LANES.  THE ORIGINAL DESCRIPTION
 GF0806'IS ADEQUATE.
 GF0806
 GF0806                          STATION RECOVERY (1965)
 GF0806
 GF0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0806'THE STATION AND R.M. NO. 2 WERE RECOVERED AND FOUND IN GOOD
 GF0806'CONDITION.  R.M. NO. 1 WAS NOT RECOVERED AND WAS PROBABLY
 GF0806'DESTROYED WHEN STREET WAS WIDENED.  THE AZIMUTH MARK WAS DESTROYED
 GF0806'WHEN HIGHWAY WAS CONVERTED TO A FOUR-LANE HIGHWAY, ACCORDING
 GF0806'TO LOCAL REPORTS.  TIME DID NOT PERMIT THE REPLACING
 GF0806'OF MARKS AT TIME STATION WAS RECOVERED.  THE STATION MARK
 GF0806'IS WELL REFERENCED AND A RADIO MAST CAN BE USED FOR AN AZIMUTH.
 GF0806
 GF0806                          STATION RECOVERY (1965)
 GF0806
 GF0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 GF0806'THE STATION WAS VISITED 10-15-65 AND STATION AND REFERENCE
 GF0806'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 GF0806'AND THE AZIMUTH MARK WERE DESTROYED PRIOR TO THIS DATE BY
 GF0806'ROAD AND STREET CONSTRUCTION.  REFERENCE MARK NO. 3 WAS
 GF0806'ESTABLISHED AT THIS DATE.  NO AZIMUTH MARK WAS ESTABLISHED
 GF0806'AT THIS DATE.  RADIO MAST KHOZ SERVES AS AN AZIMUTH FOR THE
 GF0806'STATION.  A NEW DESCRIPTION FOLLOWS-
 GF0806'
 GF0806'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF HARRISON
 GF0806'ON A HIGH HILL JUST NORTH OF THE CITY RESERVOIR NEAR THE
 GF0806'INTERSECTION OF SHERMAN AVENUE AND SPRUCE STREET AND AT THE
 GF0806'SOUTH EDGE OF A SMALL PRIVATE CEMETERY OWNED BY E.B. SPEERS, 107
 GF0806'FEET WEST OF WEST CURB OF SPRUCE STREET, 5.5 FEET NORTH OF
 GF0806'NORTH CURB OF SHERMAN AVENUE, 8 FEET SOUTH OF SOUTHEAST CORNER
 GF0806'OF PRIVATE CEMETERY AND ON THE EXTENDED LINE OF THE EAST
 GF0806'BOUNDARY OF THE CEMETERY, 35.5 FEET EAST OF THE CENTER GATE
 GF0806'INTO THE CEMETERY, 15 FEET SOUTH OF A GAS METER.  A STANDARD
 GF0806'DISK, STAMPED HARRISON 1954.  STATION
 GF0806'FLUSH WITH GROUND.
 GF0806'
 GF0806'REFERENCE MARK NO. 2 IS 29.43 FEET WEST OF STATION, 1 FOOT
 GF0806'SOUTH OF SOUTH FENCE OF CEMETERY LOT, 1 FOOT EAST OF EAST
 GF0806'END OF GATE TO CEMETERY, 11.5 FEET NORTH OF NORTH CURB OF
 GF0806'SHERMAN AVENUE, 16 FEET EAST OF A TREE IN SOUTH CEMETERY
 GF0806'FENCE LINE, 30 FEET WEST OF SOUTHEAST CORNER OF CEMETERY.
 GF0806'A STANDARD DISK, STAMPED HARRISON NO. 2 1954.
 GF0806'
 GF0806'REFERENCE MARK NO. 3 IS 25.34 FEET EAST OF STATION, 82 FEET
 GF0806'WEST OF WEST CURB OF SPRUCE STREET, 27 FEET EAST OF SOUTHEAST
 GF0806'CORNER OF THE SPEERS CEMETERY.  A STANDARD DISK, STAMPED HARRISON
 GF0806'NO. 3 1954.  SET IN DRILL HOLE IN NORTH CURB OF SHERMAN
 GF0806'AVENUE.
 GF0806'
 GF0806'TO REACH THE STATION FROM THE POST OFFICE IN HARRISON, GO WEST
 GF0806'ON U.S. HIGHWAY 65 FOR 0.73 MILE TO SHERMAN AVENUE, TURN, THEN
 GF0806'RIGHT AND GO UP HILL FOR 0.4 MILE TO TOP OF HILL AND STATION.
 GF0806
 GF0806                          STATION RECOVERY (1972)
 GF0806
 GF0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0806'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND
 GF0806'IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK 1 WERE
 GF0806'REPORTED DESTROYED IN THE 1965 RECOVERY.  A NEW AZIMUTH MARK WAS
 GF0806'ESTABLISHED THIS DATE.  THE DISTANCES AND DIRECTIONS TO THE
 GF0806'REFERENCE MARKS WERE VERIFIED.  BEING A NEW POST OFFICE HAS BEEN
 GF0806'BUILT A NEW ROUTE TO REACH THE STATION AND A DESCRIPTION
 GF0806'FOLLOW--
 GF0806'
 GF0806'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF HARRISON, ON A
 GF0806'HIGH HILL JUST NORTH OF THE CITY RESERVOIR NEAR THE INTERSECTION
 GF0806'OF SHERMAN AVENUE AND SPRUCE STREET AND AT THE SOUTH EDGE OF A
 GF0806'SMALL CEMETERY, ON PROPERTY OWNED BY MR. E. J. WASSON, POST
 GF0806'OFFICE BOX 176, HARRISON, ARKANSAS.
 GF0806'
 GF0806'TO REACH THE STATION FROM THE INTERSECTION OF PROSPECT AVENUE AND
 GF0806'WALNUT STREET AT THE NORTHWEST CORNER OF THE POST OFFICE IN
 GF0806'HARRISON, GO WEST ON PROSPECT AVENUE FOR 0.1 MILE TO VINE STREET
 GF0806'(U. S. HIGHWAY 65), TURN RIGHT AND GO NORTHERLY ON HIGHWAY 65
 GF0806'FOR 0.6 MILE TO THE COACHMAN RESTAURANT ON THE LEFT.  BEAR LEFT
 GF0806'AND GO WESTERLY ON SHERMAN AVENUE, (AVENUE UNMARKED AT THIS POINT)
 GF0806'UPHILL, FOR 0.4 MILE TO SPRUCE STREET AND THE STATION AS
 GF0806'DESCRIBED.
 GF0806'
 GF0806'THE STATION MARK IS A STANDARD DISK STAMPED HARRISON 1954, SET IN
 GF0806'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 GF0806'WITH THE GROUND SURFACE.  IT IS 107 FEET WEST OF THE WEST CURB OF
 GF0806'SPRUCE STREET, 35.5 FEET EAST OF THE CENTER OF CEMETERY GATE, 15
 GF0806'FEET SOUTHWEST OF A GAS METER, 8 FEET SOUTH OF THE SOUTHEAST CORNER
 GF0806'OF THE CEMETERY FENCE AND 5.5 FEET NORTH OF THE NORTH CURB OF
 GF0806'SHERMAN AVENUE.
 GF0806'
 GF0806'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HARRISON NO 2 1954, SET
 GF0806'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 GF0806'WITH THE GROUND SURFACE.  IT IS 30 FEET WEST OF THE SOUTHEAST
 GF0806'CORNER OF THE CEMETERY FENCE, 16 FEET EAST OF A TREE IN THE FENCE
 GF0806'LINE, 11.5 FEET NORTH OF THE NORTH CURB OF SHERMAN AVENUE, 1 FOOT
 GF0806'EAST OF THE EAST END GATE POST AND 1 FOOT SOUTH OF THE FENCE.
 GF0806'
 GF0806'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HARRISON NO 3 1954,
 GF0806'CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF SHERMAN AVENUE.  IT
 GF0806'IS 27 FEET EAST OF THE SOUTHEAST CORNER OF THE CEMETERY FENCE AND
 GF0806'82 FEET WEST OF THE WEST CURB OF SPRUCE STREET.
 GF0806'
 GF0806'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARRISON 1954 1972, SET
 GF0806'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GF0806'FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET WEST OF THE CENTER
 GF0806'OF A PAVED ROAD, 10.5 FEET WEST OF A 4-INCH IRON PIPE (POST) AND
 GF0806'2.5 FEET SOUTH OF THE CENTER OF THE SOUTH PILLAR AT THE ENTRANCE
 GF0806'TO THE MAPLEWOOD CEMETERY.
 GF0806'
 GF0806'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF PROSPECT AVENUE
 GF0806'AND WALNUT STREET AT THE NORTHWEST CORNER OF THE POST OFFICE, GO
 GF0806'EAST ON PROSPECT AVENUE FOR 0.25 MILE TO CHESTNUT STREET.  TURN
 GF0806'LEFT AND GO NORTH ON CHESTNUT STREET FOR 0.55 MILE TO SHERMAN
 GF0806'AVENUE.  TURN LEFT AND GO WEST A SHORT DISTANCE ON SHERMAN
 GF0806'AVENUE THEN BEAR RIGHT AND GO NORTHERLY ON A PAVED ROAD FOR A
 GF0806'TOTAL DISTANCE OF 0.6 MILE TO THE ENTRANCE INTO THE CEMETERY AND
 GF0806'THE AZIMUTH MARK ON THE LEFT.
 GF0806'
 GF0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST SECTION
 GF0806'OF HARRISON.
 GF0806
 GF0806                          STATION RECOVERY (1978)
 GF0806
 GF0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 GF0806'STATION, RMS 2 AND 3 WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GF0806'THE AZIMUTH MARK WAS NOT SEARCHED FOR THIS SURVEY.
 GF0806'
 GF0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST SECTION
 GF0806'OF HARRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0814 ***********************************************************************
 GF0814  DESIGNATION -  HARRISON CORP OF ENGRS MAST
 GF0814  PID         -  GF0814
 GF0814  STATE/COUNTY-  AR/BOONE
 GF0814  USGS QUAD   -  GAITHER (1967)
 GF0814
 GF0814                         *CURRENT SURVEY CONTROL
 GF0814  ___________________________________________________________________
 GF0814* NAD 83(1997)-  36 09 03.43393(N)    093 14 52.35986(W)     ADJUSTED  
 GF0814* NAVD 88     -                                                        
 GF0814  ___________________________________________________________________
 GF0814  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 GF0814  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GF0814
 GF0814  HORZ ORDER  -  THIRD
 GF0814
 GF0814.The horizontal coordinates were established by classical geodetic methods
 GF0814.and adjusted by the National Geodetic Survey in September 1999..
 GF0814
 GF0814
 GF0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0814
 GF0814.The geoid height was determined by GEOID03.
 GF0814
 GF0814;                    North         East     Units Scale Factor Converg.
 GF0814;SPC AR N     -   202,366.620   287,706.275   MT  0.99998475   -0 43 34.1
 GF0814;SPC AR N     -   663,931.15    943,916.34   sFT  0.99998475   -0 43 34.1
 GF0814;UTM  15      - 4,000,720.109   477,702.001   MT  0.99960613   -0 08 46.4
 GF0814
 GF0814                          SUPERSEDED SURVEY CONTROL
 GF0814
 GF0814  NAD 83(1986)-  36 09 03.44446(N)    093 14 52.36182(W) AD(       ) 4
 GF0814  NAD 27      -  36 09 03.18001(N)    093 14 51.71590(W) AD(       ) 3
 GF0814
 GF0814.Superseded values are not recommended for survey control.
 GF0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0814.See file dsdata.txt to determine how the superseded data were derived.
 GF0814
 GF0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7770200720(NAD 83)
 GF0814_MARKER: 42 = RADIO/TV MAST
 GF0814
 GF0814  HISTORY     - Date     Condition        Report By
 GF0814  HISTORY     - 1971     FIRST OBSERVED   NGS
 GF0814
 GF0814                          STATION DESCRIPTION
 GF0814
 GF0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0814'THE STATION, HARRISON RADIO MAST WUI 287, IS THE LIGHT ATOP A 300
 GF0814'FOOT TALL, TRIANGULAR STEEL, GUYED MAST, THAT IS OWNED BY THE U. S.
 GF0814'ARMY CORPS OF ENGINEERS OF LITTLE ROCK, TELEPHONE NUMBER FR 2-4631,
 GF0814'EXTENSION 5878.
 GF0814'
 GF0814'THE STATION IS LOCATED ABOUT 8 MILES WEST AND 7 MILES SOUTH OF
 GF0814'HARRISON, IN THE SOUTHEAST 1/4 OF SECTION 6, T. 17 N., R. 21 W.,
 GF0814'AND ON PROPERTY OWNED BY CLELL DEAKINS OF COMPTON.
 GF0814'
 GF0814'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 43 IN THE
 GF0814'SOUTHWEST PART OF HARRISON, GO WESTERLY ON HIGHWAY 43 FOR 5.4 MILES
 GF0814'TO THE JUNCTION OF STATE HIGHWAY 206.  BEAR RIGHT AND GO SOUTHWEST
 GF0814'ON HIGHWAY 43 FOR 5.4 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7105 ***********************************************************************
 DH7105  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7105  DESIGNATION -  HARRISON CORS ARP
 DH7105  CORS_ID     -  ARHR
 DH7105  PID         -  DH7105
 DH7105  STATE/COUNTY-  AR/BOONE
 DH7105  USGS QUAD   -  HARRISON (1975)
 DH7105
 DH7105                         *CURRENT SURVEY CONTROL
 DH7105  ___________________________________________________________________
 DH7105* NAD 83(CORS)-  36 11 03.23689(N)    093 01 48.72621(W)     ADJUSTED  
 DH7105* NAVD 88     -                                                        
 DH7105  ___________________________________________________________________
 DH7105  EPOCH DATE  -        2002.00
 DH7105  X           -    -272,464.455 (meters)                     COMP
 DH7105  Y           -  -5,147,018.953 (meters)                     COMP
 DH7105  Z           -   3,744,907.605 (meters)                     COMP
 DH7105  ELLIP HEIGHT-         333.50  (meters)          (11/??/05) GPS OBS
 DH7105  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DH7105
 DH7105  HORZ ORDER  -  SPECIAL (CORS)
 DH7105  ELLP ORDER  -  SPECIAL (CORS)
 DH7105
 DH7105.ITRF positions are available for this station.
 DH7105.The coordinates were established by GPS observations
 DH7105.and adjusted by the National Geodetic Survey in November 2005..
 DH7105.The coordinates are valid at the epoch date displayed above.
 DH7105.The epoch date for horizontal control is a decimal equivalence
 DH7105.of Year/Month/Day.
 DH7105
 DH7105
 DH7105.The PID for the CORS L1 Phase Center is DH7106.
 DH7105
 DH7105.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7105
 DH7105.The ellipsoidal height was determined by GPS observations
 DH7105.and is referenced to NAD 83.
 DH7105
 DH7105.The geoid height was determined by GEOID03.
 DH7105
 DH7105;                    North         East     Units Scale Factor Converg.
 DH7105;SPC AR N     -   205,832.436   307,332.297   MT  0.99999066   -0 35 58.1
 DH7105;SPC AR N     -   675,301.92  1,008,306.04   sFT  0.99999066   -0 35 58.1
 DH7105
 DH7105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7105!SPC AR N     -   0.99994766  x   0.99999066  =   0.99993832
 DH7105
 DH7105                          SUPERSEDED SURVEY CONTROL
 DH7105
 DH7105.No superseded survey control is available for this station.
 DH7105
 DH7105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9728404383(NAD 83)
 DH7105_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7105
 DH7105                          STATION DESCRIPTION
 DH7105
 DH7105'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7105'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7105'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7105'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7105'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7105'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7106 ***********************************************************************
 DH7106  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7106  DESIGNATION -  HARRISON CORS L1 PHASE CENTER
 DH7106  CORS_ID     -  ARHR
 DH7106  PID         -  DH7106
 DH7106  STATE/COUNTY-  AR/BOONE
 DH7106  USGS QUAD   -  HARRISON (1975)
 DH7106
 DH7106                         *CURRENT SURVEY CONTROL
 DH7106  ___________________________________________________________________
 DH7106* NAD 83(CORS)-  36 11 03.23693(N)    093 01 48.72619(W)     ADJUSTED  
 DH7106* NAVD 88     -                                                        
 DH7106  ___________________________________________________________________
 DH7106  EPOCH DATE  -        2002.00
 DH7106  X           -    -272,464.459 (meters)                     COMP
 DH7106  Y           -  -5,147,019.040 (meters)                     COMP
 DH7106  Z           -   3,744,907.671 (meters)                     COMP
 DH7106  ELLIP HEIGHT-         333.61  (meters)          (11/??/05) GPS OBS
 DH7106  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DH7106
 DH7106  HORZ ORDER  -  SPECIAL (CORS)
 DH7106  ELLP ORDER  -  SPECIAL (CORS)
 DH7106
 DH7106.ITRF positions are available for this station.
 DH7106.The coordinates were established by GPS observations
 DH7106.and adjusted by the National Geodetic Survey in November 2005..
 DH7106.The coordinates are valid at the epoch date displayed above.
 DH7106.The epoch date for horizontal control is a decimal equivalence
 DH7106.of Year/Month/Day.
 DH7106
 DH7106
 DH7106.The PID for the CORS ARP is DH7105.
 DH7106
 DH7106.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7106
 DH7106.The ellipsoidal height was determined by GPS observations
 DH7106.and is referenced to NAD 83.
 DH7106
 DH7106.The geoid height was determined by GEOID03.
 DH7106
 DH7106;                    North         East     Units Scale Factor Converg.
 DH7106;SPC AR N     -   205,832.437   307,332.297   MT  0.99999066   -0 35 58.1
 DH7106;SPC AR N     -   675,301.92  1,008,306.04   sFT  0.99999066   -0 35 58.1
 DH7106
 DH7106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7106!SPC AR N     -   0.99994764  x   0.99999066  =   0.99993830
 DH7106
 DH7106                          SUPERSEDED SURVEY CONTROL
 DH7106
 DH7106.No superseded survey control is available for this station.
 DH7106
 DH7106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9728404383(NAD 83)
 DH7106_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7106
 DH7106                          STATION DESCRIPTION
 DH7106
 DH7106'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7106'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7106'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7106'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7106'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7106'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0347 ***********************************************************************
 GF0347  DESIGNATION -  HARRISON MUN APT STA A
 GF0347  PID         -  GF0347
 GF0347  STATE/COUNTY-  AR/BOONE
 GF0347  USGS QUAD   -  BATAVIA (1967)
 GF0347
 GF0347                         *CURRENT SURVEY CONTROL
 GF0347  ___________________________________________________________________
 GF0347* NAD 83(1986)-  36 15 37.     (N)    093 09 04.     (W)     SCALED    
 GF0347* NAVD 88     -       415.208  (meters)    1362.23   (feet)  ADJUSTED  
 GF0347  ___________________________________________________________________
 GF0347  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0347  DYNAMIC HT  -         414.838 (meters)    1361.01  (feet)  COMP
 GF0347  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 GF0347
 GF0347  VERT ORDER  -  SECOND    CLASS 0
 GF0347
 GF0347.This mark is at Boone County Airport (HRO)
 GF0347
 GF0347.The horizontal coordinates were scaled from a topographic map and have
 GF0347.an estimated accuracy of +/- 6 seconds.
 GF0347
 GF0347.The orthometric height was determined by differential leveling
 GF0347.and adjusted by the National Geodetic Survey in June 1991..
 GF0347
 GF0347.The geoid height was determined by GEOID03.
 GF0347
 GF0347.The dynamic height is computed by dividing the NAVD 88
 GF0347.geopotential number by the normal gravity value computed on the
 GF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0347.degrees latitude (g = 980.6199 gals.).
 GF0347
 GF0347.The modeled gravity was interpolated from observed gravity values.
 GF0347
 GF0347;                    North         East    Units  Estimated Accuracy
 GF0347;SPC AR N     -   214,390.      296,560.      MT  (+/- 180 meters Scaled)
 GF0347
 GF0347                          SUPERSEDED SURVEY CONTROL
 GF0347
 GF0347  NGVD 29 (??/??/92)  415.076  (m)         1361.80   (f) ADJ UNCH    2 0
 GF0347
 GF0347.Superseded values are not recommended for survey control.
 GF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0347.See file dsdata.txt to determine how the superseded data were derived.
 GF0347
 GF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA864128(NAD 83)
 GF0347_MARKER: DT = TOPOGRAPHIC STATION DISK
 GF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0347_STAMPING: AP 1965 STA A
 GF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0347+STABILITY: SURFACE MOTION
 GF0347
 GF0347  HISTORY     - Date     Condition        Report By
 GF0347  HISTORY     - 1965     MONUMENTED       CGS
 GF0347
 GF0347                          STATION DESCRIPTION
 GF0347
 GF0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GF0347'AT HARRISON MUNI AIRPORT.
 GF0347'AT HARRISON MUNI. AIRPORT IN THE SE PART OF THE AIRPORT, NEAR
 GF0347'THE SE END OF THE NW- SE RUNWAY.  101.25 FT. NE OF THE CENTERLINE
 GF0347'AT THE RUNWAY END.  THE RUNWAY IS 100 FT. WIDE.  OFFSET AT
 GF0347'RIGHT ANGLES TO THE CENTERLINE, END OF RUNWAY.  4 FT NW OF A STEEL
 GF0347'POST W/WITNESS POST PLAQUE.  A STANDARD TOPOGRAPHIC STATION
 GF0347'DISK, STAMPED AP 1965 STA. A SET IN TOP OF CONCRETE MONUMENT
 GF0347'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0349 ***********************************************************************
 GF0349  DESIGNATION -  HARRISON MUN APT STA B
 GF0349  PID         -  GF0349
 GF0349  STATE/COUNTY-  AR/BOONE
 GF0349  USGS QUAD   -  BATAVIA (1967)
 GF0349
 GF0349                         *CURRENT SURVEY CONTROL
 GF0349  ___________________________________________________________________
 GF0349* NAD 83(1986)-  36 16 09.     (N)    093 09 25.     (W)     SCALED    
 GF0349* NAVD 88     -       418.936  (meters)    1374.46   (feet)  ADJUSTED  
 GF0349  ___________________________________________________________________
 GF0349  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0349  DYNAMIC HT  -         418.564 (meters)    1373.24  (feet)  COMP
 GF0349  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 GF0349
 GF0349  VERT ORDER  -  SECOND    CLASS 0
 GF0349
 GF0349.This mark is at Boone County Airport (HRO)
 GF0349
 GF0349.The horizontal coordinates were scaled from a topographic map and have
 GF0349.an estimated accuracy of +/- 6 seconds.
 GF0349
 GF0349.The orthometric height was determined by differential leveling
 GF0349.and adjusted by the National Geodetic Survey in June 1991..
 GF0349
 GF0349.The geoid height was determined by GEOID03.
 GF0349
 GF0349.The dynamic height is computed by dividing the NAVD 88
 GF0349.geopotential number by the normal gravity value computed on the
 GF0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0349.degrees latitude (g = 980.6199 gals.).
 GF0349
 GF0349.The modeled gravity was interpolated from observed gravity values.
 GF0349
 GF0349;                    North         East    Units  Estimated Accuracy
 GF0349;SPC AR N     -   215,380.      296,040.      MT  (+/- 180 meters Scaled)
 GF0349
 GF0349                          SUPERSEDED SURVEY CONTROL
 GF0349
 GF0349  NGVD 29 (??/??/92)  418.804  (m)         1374.03   (f) ADJ UNCH    2 0
 GF0349
 GF0349.Superseded values are not recommended for survey control.
 GF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0349.See file dsdata.txt to determine how the superseded data were derived.
 GF0349
 GF0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA859138(NAD 83)
 GF0349_MARKER: DT = TOPOGRAPHIC STATION DISK
 GF0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0349_STAMPING: AP 1965 STA B
 GF0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0349+STABILITY: SURFACE MOTION
 GF0349
 GF0349  HISTORY     - Date     Condition        Report By
 GF0349  HISTORY     - 1965     MONUMENTED       CGS
 GF0349
 GF0349                          STATION DESCRIPTION
 GF0349
 GF0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GF0349'AT HARRISON MUNI AIRPORT.
 GF0349'AT HARRISON MUNI. AIRPORT IN THE NW PART OF THE AIRPORT, NEAR
 GF0349'THE NW END OF THE NW - SE RUNWAY.  101.25 FT. NE OF THE CENTERLINE
 GF0349'OF THE RUNWAY WHICH IS 100 FT. WIDE, 291.8 FT. ESE OF THE
 GF0349'CENTERLINE AT END OF THE RUNWAY, ON THE EAST SIDE OF AND AT
 GF0349'THE FOOT OF A CUTBANK WHICH IS ABOUT 6 FT HIGH ABOVE THE MARK.
 GF0349'A STANDARD TOPOGRAPHIC STATION DISK, STAMPED AP 1965 STA. B
 GF0349'SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0348 ***********************************************************************
 GF0348  DESIGNATION -  HARRISON MUN ARP
 GF0348  PID         -  GF0348
 GF0348  STATE/COUNTY-  AR/BOONE
 GF0348  USGS QUAD   -  BATAVIA (1967)
 GF0348
 GF0348                         *CURRENT SURVEY CONTROL
 GF0348  ___________________________________________________________________
 GF0348* NAD 83(1986)-  36 15 50.     (N)    093 09 12.     (W)     SCALED    
 GF0348* NAVD 88     -       415.103  (meters)    1361.88   (feet)  ADJUSTED  
 GF0348  ___________________________________________________________________
 GF0348  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0348  DYNAMIC HT  -         414.734 (meters)    1360.67  (feet)  COMP
 GF0348  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 GF0348
 GF0348  VERT ORDER  -  SECOND    CLASS 0
 GF0348
 GF0348.This mark is at Boone County Airport (HRO)
 GF0348
 GF0348.The horizontal coordinates were scaled from a topographic map and have
 GF0348.an estimated accuracy of +/- 6 seconds.
 GF0348
 GF0348.The orthometric height was determined by differential leveling
 GF0348.and adjusted by the National Geodetic Survey in June 1991..
 GF0348
 GF0348.The geoid height was determined by GEOID03.
 GF0348
 GF0348.The dynamic height is computed by dividing the NAVD 88
 GF0348.geopotential number by the normal gravity value computed on the
 GF0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0348.degrees latitude (g = 980.6199 gals.).
 GF0348
 GF0348.The modeled gravity was interpolated from observed gravity values.
 GF0348
 GF0348;                    North         East    Units  Estimated Accuracy
 GF0348;SPC AR N     -   214,790.      296,360.      MT  (+/- 180 meters Scaled)
 GF0348
 GF0348                          SUPERSEDED SURVEY CONTROL
 GF0348
 GF0348  NGVD 29 (??/??/92)  414.971  (m)         1361.45   (f) ADJ UNCH    2 0
 GF0348
 GF0348.Superseded values are not recommended for survey control.
 GF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0348.See file dsdata.txt to determine how the superseded data were derived.
 GF0348
 GF0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA862132(NAD 83)
 GF0348_MARKER: DT = TOPOGRAPHIC STATION DISK
 GF0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0348_STAMPING: A R P 1965
 GF0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0348+STABILITY: SURFACE MOTION
 GF0348
 GF0348  HISTORY     - Date     Condition        Report By
 GF0348  HISTORY     - 1965     MONUMENTED       CGS
 GF0348
 GF0348                          STATION DESCRIPTION
 GF0348
 GF0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GF0348'AT HARRISON MUNI AIRPORT.
 GF0348'AT HARRISON MUNI. AIRPORT IN THE APPROXIMATE CENTER OF THE
 GF0348'AIRPORT, 101.25 FT. NE OF THE CENTERLINE OF THE PAVED RUNWAY
 GF0348'WHICH IS 100 FT. WIDE, 427.8 FT. S OF THE LIGHTED WIND SOCK,
 GF0348'IN THE TRIANGLE FORMED BY THE PAVED RUNWAY AND THE TWO SOD
 GF0348'RUNWAYS.  A STANDARD TOPOGRAPHIC STATION DISK, STAMPED A R P
 GF0348'1965 SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0805 ***********************************************************************
 GF0805  DESIGNATION -  HARRISON RADIO STA KHOZ MAST
 GF0805  PID         -  GF0805
 GF0805  STATE/COUNTY-  AR/BOONE
 GF0805  USGS QUAD   -  HARRISON (1975)
 GF0805
 GF0805                         *CURRENT SURVEY CONTROL
 GF0805  ___________________________________________________________________
 GF0805* NAD 83(1997)-  36 14 35.44216(N)    093 06 43.47722(W)     ADJUSTED  
 GF0805* NAVD 88     -                                                        
 GF0805  ___________________________________________________________________
 GF0805  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GF0805  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0805
 GF0805  HORZ ORDER  -  THIRD
 GF0805
 GF0805.The horizontal coordinates were established by classical geodetic methods
 GF0805.and adjusted by the National Geodetic Survey in September 1999..
 GF0805
 GF0805
 GF0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0805
 GF0805.The geoid height was determined by GEOID03.
 GF0805
 GF0805;                    North         East     Units Scale Factor Converg.
 GF0805;SPC AR N     -   212,452.925   300,041.705   MT  1.00000196   -0 38 49.6
 GF0805;SPC AR N     -   697,022.64    984,386.83   sFT  1.00000196   -0 38 49.6
 GF0805;UTM  15      - 4,010,926.861   489,929.867   MT  0.99960125   -0 03 58.5
 GF0805
 GF0805                          SUPERSEDED SURVEY CONTROL
 GF0805
 GF0805  NAD 83(1986)-  36 14 35.45330(N)    093 06 43.47858(W) AD(       ) 4
 GF0805  NAD 27      -  36 14 35.20000(N)    093 06 42.84000(W) AD(       ) 3
 GF0805
 GF0805.Superseded values are not recommended for survey control.
 GF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0805.See file dsdata.txt to determine how the superseded data were derived.
 GF0805
 GF0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8993010927(NAD 83)
 GF0805_MARKER: 42 = RADIO/TV MAST
 GF0805
 GF0805  HISTORY     - Date     Condition        Report By
 GF0805  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0805  HISTORY     - 1965     GOOD             CGS
 GF0805  HISTORY     - 1974     GOOD             NGS
 GF0805  HISTORY     - 1978     GOOD             NGS
 GF0805  HISTORY     - 1978     GOOD             NGS
 GF0805
 GF0805                          STATION DESCRIPTION
 GF0805
 GF0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0805'THE STATION IS LOCATED IN THE NORTH EDGE OF HARRISON AND
 GF0805'ABOUT 0.1 MILE NORTHEAST OF U.S. HIGHWAY 65.  IT IS ABOUT 150
 GF0805'FEET HIGH, RED AND WHITE IN COLOR AND MADE OF STRUCTURAL STEEL.
 GF0805'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 GF0805
 GF0805                          STATION RECOVERY (1965)
 GF0805
 GF0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWR)
 GF0805'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GF0805
 GF0805                          STATION RECOVERY (1974)
 GF0805
 GF0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 GF0805'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH 1954 DESCRIPTION
 GF0805'ADEQUATE FOR RECOVERY.
 GF0805'
 GF0805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HARRISON.
 GF0805
 GF0805                          STATION RECOVERY (1978)
 GF0805
 GF0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 GF0805'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GF0805'
 GF0805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH EDGE OF
 GF0805'HARRISON.
 GF0805
 GF0805                          STATION RECOVERY (1978)
 GF0805
 GF0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DPM)
 GF0805'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GF0805'
 GF0805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH EDGE OF
 GF0805'HARRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0813 ***********************************************************************
 GF0813  DESIGNATION -  HARRISON ST HWY DEPT MAST
 GF0813  PID         -  GF0813
 GF0813  STATE/COUNTY-  AR/BOONE
 GF0813  USGS QUAD   -  GAITHER (1967)
 GF0813
 GF0813                         *CURRENT SURVEY CONTROL
 GF0813  ___________________________________________________________________
 GF0813* NAD 83(1997)-  36 09 45.24976(N)    093 13 08.25689(W)     ADJUSTED  
 GF0813* NAVD 88     -                                                        
 GF0813  ___________________________________________________________________
 GF0813  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 GF0813  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GF0813
 GF0813  HORZ ORDER  -  THIRD
 GF0813
 GF0813.The horizontal coordinates were established by classical geodetic methods
 GF0813.and adjusted by the National Geodetic Survey in September 1999..
 GF0813
 GF0813
 GF0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0813
 GF0813.The geoid height was determined by GEOID03.
 GF0813
 GF0813;                    North         East     Units Scale Factor Converg.
 GF0813;SPC AR N     -   203,622.785   290,324.317   MT  0.99998678   -0 42 33.5
 GF0813;SPC AR N     -   668,052.42    952,505.70   sFT  0.99998678   -0 42 33.5
 GF0813;UTM  15      - 4,002,002.224   480,306.202   MT  0.99960478   -0 07 45.1
 GF0813
 GF0813                          SUPERSEDED SURVEY CONTROL
 GF0813
 GF0813  NAD 83(1986)-  36 09 45.26041(N)    093 13 08.25968(W) AD(       ) 4
 GF0813  NAD 27      -  36 09 44.99758(N)    093 13 07.61721(W) AD(       ) 3
 GF0813
 GF0813.Superseded values are not recommended for survey control.
 GF0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0813.See file dsdata.txt to determine how the superseded data were derived.
 GF0813
 GF0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8030602002(NAD 83)
 GF0813_MARKER: 42 = RADIO/TV MAST
 GF0813
 GF0813  HISTORY     - Date     Condition        Report By
 GF0813  HISTORY     - 1971     FIRST OBSERVED   NGS
 GF0813
 GF0813                          STATION DESCRIPTION
 GF0813
 GF0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0813'THE STATION, HARRISON RADIO MAST KBD 907, IS THE LIGHT ATOP A 200
 GF0813'FOOT TALL, TRIANGULAR STEEL, GUYED MAST, THAT IS OWNED BY THE
 GF0813'ARKANSAS HIGHWAY DEPARTMENT.
 GF0813'
 GF0813'THE STATION IS LOCATED ABOUT 6 MILES WEST AND 5 MILES SOUTH OF
 GF0813'HARRISON, IN THE SOUTHEAST 1/4 OF SECTION 33, T. 18 N., R. 21 W.,
 GF0813'AND ON PROPERTY OWNED BY EARNEST AND LULU SIMS.
 GF0813'
 GF0813'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 43, IN THE
 GF0813'SOUTHWEST PART OF HARRISON, GO WESTERLY ON HIGHWAY 43 FOR 5.4 MILES
 GF0813'TO STATE HIGHWAY 206.  BEAR RIGHT AND GO SOUTHWEST ON HIGHWAY 43
 GF0813'FOR 3.3 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3042 ***********************************************************************
 EH3042  DESIGNATION -  HARS
 EH3042  PID         -  EH3042
 EH3042  STATE/COUNTY-  AR/JEFFERSON
 EH3042  USGS QUAD   -  SHERRILL (1971)
 EH3042
 EH3042                         *CURRENT SURVEY CONTROL
 EH3042  ___________________________________________________________________
 EH3042* NAD 83(1997)-  34 23 23.52033(N)    091 57 11.55022(W)     ADJUSTED  
 EH3042* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 EH3042  ___________________________________________________________________
 EH3042  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 EH3042  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH3042
 EH3042  HORZ ORDER  -  SECOND
 EH3042
 EH3042.The horizontal coordinates were established by classical geodetic methods
 EH3042.and adjusted by the National Geodetic Survey in September 1999..
 EH3042
 EH3042.The orthometric height was scaled from a topographic map.
 EH3042
 EH3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3042
 EH3042.The geoid height was determined by GEOID03.
 EH3042
 EH3042;                    North         East     Units Scale Factor Converg.
 EH3042;SPC AR S     -   591,126.827   404,302.715   MT  0.99993765   +0 01 34.3
 EH3042;SPC AR S     - 1,939,388.60  1,326,449.82   sFT  0.99993765   +0 01 34.3
 EH3042;UTM  15      - 3,805,881.534   596,227.019   MT  0.99971413   +0 35 28.7
 EH3042
 EH3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3042!SPC AR S     -   0.99999375  x   0.99993765  =   0.99993140
 EH3042!UTM  15      -   0.99999375  x   0.99971413  =   0.99970788
 EH3042
 EH3042:                Primary Azimuth Mark                     Grid Az
 EH3042:SPC AR S     -  SHERRILL                                 337 41 33.6
 EH3042:UTM  15      -  SHERRILL                                 337 07 39.2
 EH3042
 EH3042|---------------------------------------------------------------------|
 EH3042| PID    Reference Object                     Distance      Geod. Az  |
 EH3042|                                                           dddmmss.s |
 EH3042| EH3044 SHERRILL                            APPROX. 1.3 KM 3374307.9 |
 EH3042|---------------------------------------------------------------------|
 EH3042
 EH3042                          SUPERSEDED SURVEY CONTROL
 EH3042
 EH3042  NAD 83(1986)-  34 23 23.52842(N)    091 57 11.54282(W) AD(       ) 2
 EH3042  NAD 27      -  34 23 23.18100(N)    091 57 11.04400(W) AD(       ) 2
 EH3042
 EH3042.Superseded values are not recommended for survey control.
 EH3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3042.See file dsdata.txt to determine how the superseded data were derived.
 EH3042
 EH3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9622705882(NAD 83)
 EH3042_MARKER: DE = TRAVERSE STATION DISK
 EH3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3042+STABILITY: SURFACE MOTION
 EH3042
 EH3042  HISTORY     - Date     Condition        Report By
 EH3042  HISTORY     - 1939     MONUMENTED       ARGS
 EH3042
 EH3042                          STATION DESCRIPTION
 EH3042
 EH3042'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939 (CDM)
 EH3042'STATION IS 0.95 MILE SSE OF TRIANGULATION STATION SHERRILL,
 EH3042'ABOUT 40 FEET W OF W RAIL OF RAILROAD TRACK, AT POINT OF
 EH3042'INTERSECTION OF CURVE IN TRACK.  STATION MARK IS A STANDARD
 EH3042'USC AND GS TRAVERSE DISK, SET IN 6- BY 6-INCH CONCRETE POST,
 EH3042'AND STAMPED U S C AND G SURVEY AND STATE SURVEY TRAVERSE
 EH3042'STATION H.A.R.S.  MARK PROJECTS ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0236 ***********************************************************************
 FH0236  DESIGNATION -  HARTFORD
 FH0236  PID         -  FH0236
 FH0236  STATE/COUNTY-  AR/SEBASTIAN
 FH0236  USGS QUAD   -  HARTFORD (1987)
 FH0236
 FH0236                         *CURRENT SURVEY CONTROL
 FH0236  ___________________________________________________________________
 FH0236* NAD 83(1986)-  35 01 15.     (N)    094 22 51.     (W)     SCALED    
 FH0236* NAVD 88     -       199.289  (meters)     653.83   (feet)  ADJUSTED  
 FH0236  ___________________________________________________________________
 FH0236  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FH0236  DYNAMIC HT  -         199.086 (meters)     653.17  (feet)  COMP
 FH0236  MODELED GRAV-     979,613.3   (mgal)                       NAVD 88
 FH0236
 FH0236  VERT ORDER  -  SECOND    CLASS 0
 FH0236
 FH0236.The horizontal coordinates were scaled from a topographic map and have
 FH0236.an estimated accuracy of +/- 6 seconds.
 FH0236
 FH0236.The orthometric height was determined by differential leveling
 FH0236.and adjusted by the National Geodetic Survey in June 1991..
 FH0236
 FH0236.The geoid height was determined by GEOID03.
 FH0236
 FH0236.The dynamic height is computed by dividing the NAVD 88
 FH0236.geopotential number by the normal gravity value computed on the
 FH0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0236.degrees latitude (g = 980.6199 gals.).
 FH0236
 FH0236.The modeled gravity was interpolated from observed gravity values.
 FH0236
 FH0236;                    North         East    Units  Estimated Accuracy
 FH0236;SPC AR N     -    78,900.      182,740.      MT  (+/- 180 meters Scaled)
 FH0236
 FH0236                          SUPERSEDED SURVEY CONTROL
 FH0236
 FH0236  NGVD 29 (??/??/92)  199.178  (m)          653.47   (f) ADJ UNCH    2 0
 FH0236
 FH0236.Superseded values are not recommended for survey control.
 FH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0236.See file dsdata.txt to determine how the superseded data were derived.
 FH0236
 FH0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU740762(NAD 83)
 FH0236_MARKER: DB = BENCH MARK DISK
 FH0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0236_SP_SET: BUILDING
 FH0236_STAMPING: HARTFORD 1934
 FH0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0236
 FH0236  HISTORY     - Date     Condition        Report By
 FH0236  HISTORY     - 1934     MONUMENTED       CGS
 FH0236  HISTORY     - 1959     GOOD             NGS
 FH0236
 FH0236                          STATION DESCRIPTION
 FH0236
 FH0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0236'AT HARTFORD.
 FH0236'AT HARTFORD SET IN SOUTHEAST CORNER OF GRANDVIEW HOTEL BUILDING,
 FH0236'2 FEET WEST OF CORNER, 2 1/2 FEET SIDEWALK.  TABLET SET VERTICALLY
 FH0236'IN BRICK WALL.
 FH0236
 FH0236                          STATION RECOVERY (1959)
 FH0236
 FH0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1177 ***********************************************************************
 FH1177  DESIGNATION -  HARTFORD
 FH1177  PID         -  FH1177
 FH1177  STATE/COUNTY-  AR/SEBASTIAN
 FH1177  USGS QUAD   -  HARTFORD (1987)
 FH1177
 FH1177                         *CURRENT SURVEY CONTROL
 FH1177  ___________________________________________________________________
 FH1177* NAD 83(1997)-  35 01 14.75379(N)    094 23 13.23421(W)     ADJUSTED  
 FH1177* NAVD 88     -       200.3    (meters)     657.     (feet)  VERTCON   
 FH1177  ___________________________________________________________________
 FH1177  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 FH1177  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FH1177
 FH1177  HORZ ORDER  -  SECOND
 FH1177
 FH1177.The horizontal coordinates were established by classical geodetic methods
 FH1177.and adjusted by the National Geodetic Survey in September 1999..
 FH1177
 FH1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1177
 FH1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1177
 FH1177.The geoid height was determined by GEOID03.
 FH1177
 FH1177;                    North         East     Units Scale Factor Converg.
 FH1177;SPC AR N     -    78,905.511   182,174.166   MT  0.99998396   -1 23 20.4
 FH1177;SPC AR N     -   258,875.83    597,683.08   sFT  0.99998396   -1 23 20.4
 FH1177;SPC OK S     -   193,079.172   929,657.969   MT  0.99996489   +2 03 02.9
 FH1177;SPC OK S     -   633,460.58  3,050,052.85   sFT  0.99996489   +2 03 02.9
 FH1177;UTM  15      - 3,876,224.880   373,460.815   MT  0.99979734   -0 47 45.9
 FH1177
 FH1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1177!SPC AR N     -   0.99997343  x   0.99998396  =   0.99995739
 FH1177!SPC OK S     -   0.99997343  x   0.99996489  =   0.99993832
 FH1177!UTM  15      -   0.99997343  x   0.99979734  =   0.99977078
 FH1177
 FH1177|---------------------------------------------------------------------|
 FH1177| PID    Reference Object                     Distance      Geod. Az  |
 FH1177|                                                           dddmmss.s |
 FH1177| CI1168 HARTFORD WM 3 N BLAZE ELM TREE       15.850 METERS 00316     |
 FH1177| CI1570 HARTFORD AZ MK                                     0072748.2 |
 FH1177| CI2532 HARTFORD WM SE MINE SMOKE STACK                    13642     |
 FH1177| EK0849 POTEAU MTN LOOKOUT TOWER            APPROX. 6.5 KM 1695415.6 |
 FH1177| CI2632 HARTFORD WM SW GREERS HSE NE COR     16.154 METERS 24050     |
 FH1177| CI1171 HARTFORD WM 1 WSW BLAZE IN TREE                    25029     |
 FH1177| CI1572 HARTFORD RM 2                         5.855 METERS 27828     |
 FH1177| CI1403 HARTFORD WM WNW CENTER OF WELL       12.344 METERS 29523     |
 FH1177| CI1571 HARTFORD RM 1                         1.167 METERS 30855     |
 FH1177| CI1167 HARTFORD WM 2 NW BLAZE ELM TREE                    31607     |
 FH1177|---------------------------------------------------------------------|
 FH1177
 FH1177                          SUPERSEDED SURVEY CONTROL
 FH1177
 FH1177  NAD 83(1997)-  35 01 14.75628(N)    094 23 13.23355(W) AD(       ) 2
 FH1177  NAD 83(1986)-  35 01 14.75716(N)    094 23 13.22725(W) AD(       ) 2
 FH1177  NAD 27      -  35 01 14.40500(N)    094 23 12.43900(W) AD(       ) 2
 FH1177  NGVD 29 (07/19/86)  200.2    (m)          657.     (f) VERT ANG       
 FH1177
 FH1177.Superseded values are not recommended for survey control.
 FH1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1177.See file dsdata.txt to determine how the superseded data were derived.
 FH1177
 FH1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7346176225(NAD 83)
 FH1177_MARKER: DS = TRIANGULATION STATION DISK
 FH1177_SETTING: 66 = SET IN ROCK OUTCROP
 FH1177
 FH1177  HISTORY     - Date     Condition        Report By
 FH1177  HISTORY     - 1917     MONUMENTED       CGS
 FH1177  HISTORY     - 1935     GOOD             CGS
 FH1177  HISTORY     - 1935     GOOD             CGS
 FH1177  HISTORY     - 1957     GOOD             CGS
 FH1177  HISTORY     - 1959     GOOD             CGS
 FH1177
 FH1177                          STATION DESCRIPTION
 FH1177
 FH1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 FH1177'IN TOWN OF HARTFORD, ON LAND OWNED BY CENTRAL COAL COMPANY, AT
 FH1177'PRESENT RENTED BY MRS. BELLE OWEN, 500 METERS (1,640 FEET)
 FH1177'W OF ROCK ISLAND DEPOT, 100 METERS (328 FEET) N OF TRACK,
 FH1177'75 METERS (246 FEET) E OF CENTRAL COAL COMPANY DUMP, 200
 FH1177'METERS (656 FEET) SE OF PUBLIC SCHOOL BUILDING, IN NE CORNER
 FH1177'OF MRS. OWENS YARD, 1 METER (3 FEET) W OF BACK FENCE AND 2.5
 FH1177'METERS (8 FEET) FROM DIVISION FENCE TO N.
 FH1177'
 FH1177'SURFACE MARK IS A BRONZE STATION DISK IN BEDROCK.  REFERENCE
 FH1177'MARKS ARE BRONZE REFERENCE DISKS IN BEDROCK.
 FH1177'
 FH1177'REFERENCE MARK 1 IS 1.18 METERS (3.9 FEET) FROM STATION,
 FH1177'N 50 DEG 05 MIN W.
 FH1177'
 FH1177'REFERENCE MARK 2 IS 5.86 METERS (19.2 FEET) FROM STATION,
 FH1177'N 81 DEG 32 MIN W.
 FH1177'
 FH1177'THREE WITNESS MARKS ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS
 FH1177'FROM STATION- NO. 1, 15.8 METERS (52 FEET), S 70 DEG 29 MIN W,
 FH1177'NO. 2, 18.75 METERS (61.5 FEET), N 34 DEG 53 MIN W, NO. 3, 15.8
 FH1177'METERS (52 FEET), N 03 DEG E.  AZMUTH TO NW ONE OF 4 STACKS AT MINE,
 FH1177'S 43 DEG 17 MIN 48 SEC E, TO BALL ON SE CORNER OF GRAND VIEW
 FH1177'HOTEL, N 83 DEG 19 MIN 18 SEC E.
 FH1177
 FH1177                          STATION RECOVERY (1935)
 FH1177
 FH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH1177'STATION MARK RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 FH1177'MARKS RECOVERED.  ONLY ONE WITNESS MARK COULD BE FOUND.
 FH1177'
 FH1177'STATION IS IN THE W PART OF THE TOWN OF HARTFORD, ABOUT 650
 FH1177'FEET SE OF THE PUBLIC SCHOOL, ON LAND OWNED BY THE CENTRAL
 FH1177'COAL COMPANY AND AT PRESENT RENTED BY ANDREW GREER.  IT IS
 FH1177'ABOUT 250 FEET W OF THE CENTRAL COAL COMPANY DUMP, ABOUT
 FH1177'200 FEET E OF STREET, 53 FEET NE OF THE NE CORNER OF
 FH1177'MR. GREERS HOUSE, 40.5 FEET SE OF THE CENTER OF A WELL, 4
 FH1177'FEET W OF THE BACK FENCE OF MR. GREERS YARD, AND 20 FEET S
 FH1177'OF THE FENCE BETWEEN MR. GREERS YARD AND MR. JOHN W. WHITES
 FH1177'YARD.
 FH1177'
 FH1177'THE STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE
 FH1177'IN A DEPRESSION IN BEDROCK, IT IS ABOUT 2 INCHES
 FH1177'BELOW THE SURFACE OF THE GROUND.
 FH1177'
 FH1177'REFERENCE MARK 1 IS NW OF THE STATION, 7 FEET W OF THE BACK
 FH1177'FENCE OF THE YARD AND 18 FEET S OF THE FENCE BETWEEN TWO
 FH1177'YARDS.  THE MARK IS A BRONZE REFERENCE DISK SET IN CONCRETE
 FH1177'IN A DEPRESSION IN BEDROCK.  IT IS FLUSH WITH THE
 FH1177'SURFACE.  THE TOP OF THE MARK HAS BEEN PARTLY BATTERED.  NO
 FH1177'NUMBER COULD BE FOUND ON IT.  IT IS STAMPED HARTFORD LAPLACE
 FH1177'1916.
 FH1177'
 FH1177'REFERENCE MARK 2 IS W OF THE STATION, 39.5 FEET NE OF THE
 FH1177'NE CORNER OF GREERS HOUSE, 23 FEET SE OF THE CENTER OF THE
 FH1177'WELL, 23 FEET W OF THE BACK FENCE OF THE YARD, 18.5 FEET S
 FH1177'OF THE FENCE BETWEEN TWO YARDS, AND IS AT PRESENT IN A GARDEN.
 FH1177'IT IS FLUSH WITH THE SURFACE, STAMPED HARTFORD
 FH1177'LAPLACE 1916.  THE TOP OF THE MARK IS PARTLY BATTERED.  NO
 FH1177'NUMBER COULD BE FOUND ON IT.
 FH1177'
 FH1177'AZIMUTH MARK (1935) IS N OF THE STATION, 110 FEET N OF THE CENTER
 FH1177'LINE OF AN E-W STREET (STATE HIGHWAY 45), 25 FEET E OF THE
 FH1177'CENTER LINE OF THE STREET ALONG THE E SIDE OF THE SCHOOL GROUNDS,
 FH1177'AND 3 FEET W OF THE RIGHT-OF-WAY FENCE.  THE MARK IS SET.
 FH1177'IT PROJECTS 5 INCHES AND IS STAMPED
 FH1177'HARTFORD AZIMUTH (NO DATE).
 FH1177'
 FH1177'ONLY ONE WITNESS MARK COULD BE FOUND.  IT IS A TRIANGULAR
 FH1177'BLAZE ON AN 18-INCH ELM TREE.  THE BLAZE HAS ALMOST GROWN
 FH1177'OVER BUT IT CAN STILL BE RECOGNIZED.  THE TREE IS ON THE
 FH1177'FENCELINE AT THE BACK OF MR. WHITES YARD, 51 FEET ESE OF THE
 FH1177'SE CORNER OF MR. WHITES HOUSE, AND 32 FEET N OF THE
 FH1177'FENCE BETWEEN THE TWO YARDS.
 FH1177'
 FH1177'THE STACK AT THE COAL MINE AND THE GRAND VIEW HOTEL COULD
 FH1177'NOT BE SEEN FROM THE STATION.
 FH1177
 FH1177                          STATION RECOVERY (1935)
 FH1177
 FH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FH1177'THIS STATION WAS EASILY RECOVERED AS IT HAS BEEN OCCUPIED
 FH1177'RECENTLY BY A TRIANGULATION PARTY.  THE STATION AND REFERENCE
 FH1177'MARKS ARE IN GOOD CONDITION.
 FH1177
 FH1177                          STATION RECOVERY (1957)
 FH1177
 FH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 FH1177'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FH1177'GOOD CONDITION.
 FH1177
 FH1177                          STATION RECOVERY (1959)
 FH1177
 FH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1177'STATION RECOVERED AS DESCRIBED IN 1935 AND ALL MARKS FOUND
 FH1177'IN GOOD CONDITION.
 FH1177'
 FH1177'THE 1935 DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1683 ***********************************************************************
 EH1683  DESIGNATION -  HARU
 EH1683  PID         -  EH1683
 EH1683  STATE/COUNTY-  AR/JEFFERSON
 EH1683  USGS QUAD   -  ROB ROY (1971)
 EH1683
 EH1683                         *CURRENT SURVEY CONTROL
 EH1683  ___________________________________________________________________
 EH1683* NAD 83(1986)-  34 18 16.     (N)    091 52 52.     (W)     SCALED    
 EH1683* NAVD 88     -        62.46   (+/-2cm)     204.9    (feet)  VERTCON   
 EH1683  ___________________________________________________________________
 EH1683  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EH1683
 EH1683  VERT ORDER  -  ? (See Below)
 EH1683
 EH1683.The horizontal coordinates were scaled from a topographic map and have
 EH1683.an estimated accuracy of +/- 6 seconds.
 EH1683
 EH1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1683.The vertical order pertains to the NGVD 29 superseded value.
 EH1683
 EH1683.The geoid height was determined by GEOID03.
 EH1683
 EH1683;                    North         East    Units  Estimated Accuracy
 EH1683;SPC AR S     -   581,660.      410,940.      MT  (+/- 180 meters Scaled)
 EH1683
 EH1683                          SUPERSEDED SURVEY CONTROL
 EH1683
 EH1683  NGVD 29 (??/??/??)   62.498  (m)          205.05   (f) ADJUSTED    ?  
 EH1683
 EH1683.Superseded values are not recommended for survey control.
 EH1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1683.See file dsdata.txt to determine how the superseded data were derived.
 EH1683
 EH1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT029964(NAD 83)
 EH1683_MARKER: DD = SURVEY DISK
 EH1683_SETTING: 0 = UNSPECIFIED SETTING
 EH1683_STAMPING: HARU
 EH1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1683
 EH1683  HISTORY     - Date     Condition        Report By
 EH1683  HISTORY     - UNK      MONUMENTED       ARGS
 EH1683  HISTORY     - 1935     GOOD             CGS
 EH1683  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1683
 EH1683                          STATION DESCRIPTION
 EH1683
 EH1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1683'2 MI N FROM ROB ROY.
 EH1683'2 MILES NORTH OF, ALONG S.L.S. RY. FROM STATION.  360 METERS NORTHEAST
 EH1683'OF CROSSING OF ST. LOUIS AND SOUTHWESTERN RAILROAD AND DIRT ROAD. 340
 EH1683'METERS NORTHEAST OF FARM HOUSE ON NORTH SIDE OF TRACK. ABOUT 30 FEET
 EH1683'NORTH OF CENTERLINE OF ST. LOUIS AND SOUTHWESTERN RAILROAD TRACK.
 EH1683
 EH1683                          STATION RECOVERY (1962)
 EH1683
 EH1683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2054 ***********************************************************************
 EJ2054  DESIGNATION -  HARVEY
 EJ2054  PID         -  EJ2054
 EJ2054  STATE/COUNTY-  AR/SCOTT
 EJ2054  USGS QUAD   -  HARVEY (1985)
 EJ2054
 EJ2054                         *CURRENT SURVEY CONTROL
 EJ2054  ___________________________________________________________________
 EJ2054* NAD 83(1997)-  34 51 06.05513(N)    093 47 03.36366(W)     ADJUSTED  
 EJ2054* NAVD 88     -       208.59   (+/-2cm)     684.3    (feet)  VERTCON   
 EJ2054  ___________________________________________________________________
 EJ2054  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 EJ2054  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 EJ2054
 EJ2054  HORZ ORDER  -  THIRD
 EJ2054  VERT ORDER  -  THIRD ? (See Below)
 EJ2054
 EJ2054.The horizontal coordinates were established by classical geodetic methods
 EJ2054.and adjusted by the National Geodetic Survey in September 1999..
 EJ2054
 EJ2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2054.The vertical order pertains to the NGVD 29 superseded value.
 EJ2054
 EJ2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2054
 EJ2054.The geoid height was determined by GEOID03.
 EJ2054
 EJ2054;                    North         East     Units Scale Factor Converg.
 EJ2054;SPC AR N     -    58,985.540   236,830.255   MT  1.00001705   -1 02 17.7
 EJ2054;SPC AR N     -   193,521.73    777,000.59   sFT  1.00001705   -1 02 17.7
 EJ2054;UTM  15      - 3,856,875.776   428,304.599   MT  0.99966335   -0 26 53.5
 EJ2054
 EJ2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2054!SPC AR N     -   0.99997196  x   1.00001705  =   0.99998901
 EJ2054!UTM  15      -   0.99997196  x   0.99966335  =   0.99963532
 EJ2054
 EJ2054|---------------------------------------------------------------------|
 EJ2054| PID    Reference Object                     Distance      Geod. Az  |
 EJ2054|                                                           dddmmss.s |
 EJ2054| EJ2055 HARVEY 2                             36.519 METERS 02842     |
 EJ2054| CX6415 HARVEY 2 AZ MK                                     2094228.0 |
 EJ2054| CX6412 HARVEY AZ MK                                       2094544.0 |
 EJ2054| CX6413 HARVEY RM 1                           8.064 METERS 22348     |
 EJ2054| CX6414 HARVEY RM 2                           5.913 METERS 29822     |
 EJ2054|---------------------------------------------------------------------|
 EJ2054
 EJ2054                          SUPERSEDED SURVEY CONTROL
 EJ2054
 EJ2054  NAD 83(1997)-  34 51 06.06346(N)    093 47 03.36022(W) AD(       ) 3
 EJ2054  NAD 83(1986)-  34 51 06.06334(N)    093 47 03.35642(W) AD(       ) 3
 EJ2054  NAD 27      -  34 51 05.71690(N)    093 47 02.63670(W) AD(       ) 3
 EJ2054  NGVD 29 (07/19/86)  208.52   (m)          684.1    (f) LEVELING    3  
 EJ2054
 EJ2054.Superseded values are not recommended for survey control.
 EJ2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2054.See file dsdata.txt to determine how the superseded data were derived.
 EJ2054
 EJ2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2830556876(NAD 83)
 EJ2054_MARKER: DS = TRIANGULATION STATION DISK
 EJ2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ2054
 EJ2054  HISTORY     - Date     Condition        Report By
 EJ2054  HISTORY     - 1956     MONUMENTED       CGS
 EJ2054  HISTORY     - 1960     SEE DESCRIPTION  CGS
 EJ2054
 EJ2054                          STATION DESCRIPTION
 EJ2054
 EJ2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2054'THE STATION IS ON THE NORTHWEST RIGHT-OF-WAY OF STATE HIGHWAY
 EJ2054'28, ABOUT 18 MILES EAST-SOUTHEAST OF WALDRON, 10-3/4 MILES
 EJ2054'EAST-NORTHEAST OF PARKS, 3 MILES SOUTHWEST OF NOLA AND ABOUT 3
 EJ2054'MILES SOUTHWEST OF NOLA AND 0.3 MILE NORTHEAST OF THE POST
 EJ2054'OFFICE IN THE VILLAGE OF HARVEY.
 EJ2054'
 EJ2054'TO REACH FROM THE POST OFFICE IN HARVEY, GO NORTH ON STATE
 EJ2054'HIGHWAY 28 FOR 0.1 MILE TO A CURVE IN THE ROAD AND THE AZIMUTH
 EJ2054'MARK ON THE LEFT.  CONTINUE NORTHEAST ON THE HIGHWAY FOR
 EJ2054'0.25 MILE TO THE STATION ON THE LEFT, JUST AFTER PASSING
 EJ2054'A REVERSE Y-FORK INTERSECTION AND ACROSS THE ROAD, WEST
 EJ2054'OF THE HOME OF MR. A.M. CHANCE.
 EJ2054'
 EJ2054'THE STATION, UNDERGROUND, REFERENCE MARKS 1, 2 AND THE AZIMUTH
 EJ2054'MARK ARE STANDARD DISKS SET IN CONCRETE CYLINDERS.
 EJ2054'
 EJ2054'THE STATION MARK, STAMPED HARVEY 1956, PROJECTS ABOUT 4 INCHES.
 EJ2054'IT IS 64 FEET NORTH-NORTHEAST OF THE Y-INTERSECTION, 32
 EJ2054'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 28, 11 FEET
 EJ2054'SOUTH OF THE FENCE LINE AND 4 FEET SOUTH-SOUTHEAST OF A
 EJ2054'4-INCH SQUARE WITNESS POST.
 EJ2054'
 EJ2054'REFERENCE MARK 1, STAMPED HARVEY NO 1 1956, PROJECTS ABOUT
 EJ2054'3 INCHES.  IT IS 47 FEET NORTH-NORTHEAST OF THE CENTER OF
 EJ2054'THE Y-INTERSECTION AND 33 FEET NORTHWEST OF THE CENTER OF
 EJ2054'THE HIGHWAY.
 EJ2054'
 EJ2054'REFERENCE MARK 2, STAMPED HARVEY NO 2 1956, PROJECTS ABOUT
 EJ2054'3 INCHES.  IT IS 55 FEET NORTHWEST OF THE CENTER OF THE
 EJ2054'HIGHWAY AND 1 FOOT SOUTHEAST OF THE FENCE.
 EJ2054'
 EJ2054'THE AZIMUTH MARK, STAMPED HARVEY 1956, PROJECTS ABOUT 2
 EJ2054'INCHES.  IT IS 62 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 EJ2054'OF THE OLD SCHOOL BUILDING, 91 FEET EAST-NORTHEAST OF A WELL
 EJ2054'AND PUMP, 34 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 EJ2054'28 AND 2 FEET NORTHEAST OF THE EAST ONE OF THREE 4-INCH SQUARE
 EJ2054'POSTS SUPPORTING A FOREST SERVICE SIGN.
 EJ2054
 EJ2054                          STATION RECOVERY (1960)
 EJ2054
 EJ2054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 EJ2054'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 EJ2054'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 EJ2054'DESTROYED PRIOR TO A 1959 REPORT.
 EJ2054'
 EJ2054'A REQUEST WAS RECEIVED FROM THE STATE HIGHWAY DEPARTMENT
 EJ2054'TO MOVE THE STATION AND REFERENCE MARKS AS THEY WERE IN THE
 EJ2054'WAY OF HIGHWAY IMPROVMENT.
 EJ2054'
 EJ2054'THE GEOGRAPHIC POSITIONS, FOR THE WORK DONE IN 1956, WERE
 EJ2054'NOT AVAILABLE AT THIS TIME.  IT WAS ASSUMED THAT THE ABBOTT
 EJ2054'LOOKOUT TOWER WAS INTERSECTED FROM THIS STATION AS IT WAS
 EJ2054'SHOWN ON THE STATE INDEX MAP AS AN INTERSECTION STATION.
 EJ2054'THIS TOWER WAS USED FOR THE INITIAL IN MOVING THE STATION
 EJ2054'AND ESTABLISHING A NEW AZIMUTH MARK.
 EJ2054'
 EJ2054'FOR COMPLETE DETAILS SEE DESCRIPTION FOR HARVEY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2055 ***********************************************************************
 EJ2055  DESIGNATION -  HARVEY 2
 EJ2055  PID         -  EJ2055
 EJ2055  STATE/COUNTY-  AR/SCOTT
 EJ2055  USGS QUAD   -  HARVEY (1985)
 EJ2055
 EJ2055                         *CURRENT SURVEY CONTROL
 EJ2055  ___________________________________________________________________
 EJ2055* NAD 83(1997)-  34 51 07.09454(N)    093 47 02.67314(W)     ADJUSTED  
 EJ2055* NAVD 88     -       209.9    (meters)     689.     (feet)  VERTCON   
 EJ2055  ___________________________________________________________________
 EJ2055  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 EJ2055  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 EJ2055
 EJ2055  HORZ ORDER  -  THIRD
 EJ2055
 EJ2055.The horizontal coordinates were established by classical geodetic methods
 EJ2055.and adjusted by the National Geodetic Survey in September 1999..
 EJ2055.No horizontal observational check was made to the station.
 EJ2055
 EJ2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2055
 EJ2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2055
 EJ2055.The geoid height was determined by GEOID03.
 EJ2055
 EJ2055;                    North         East     Units Scale Factor Converg.
 EJ2055;SPC AR N     -    59,017.248   236,848.374   MT  1.00001699   -1 02 17.3
 EJ2055;SPC AR N     -   193,625.75    777,060.04   sFT  1.00001699   -1 02 17.3
 EJ2055;UTM  15      - 3,856,907.657   428,322.384   MT  0.99966332   -0 26 53.1
 EJ2055
 EJ2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2055!SPC AR N     -   0.99997176  x   1.00001699  =   0.99998875
 EJ2055!UTM  15      -   0.99997176  x   0.99966332  =   0.99963509
 EJ2055
 EJ2055|---------------------------------------------------------------------|
 EJ2055| PID    Reference Object                     Distance      Geod. Az  |
 EJ2055|                                                           dddmmss.s |
 EJ2055| CX6416 HARVEY 2 RM 3                        10.717 METERS 04636     |
 EJ2055| EJ2054 HARVEY                               36.519 METERS 20842     |
 EJ2055| CX6415 HARVEY 2 AZ MK                                     2093743.9 |
 EJ2055| CX6417 HARVEY 2 RM 4                        12.582 METERS 22746     |
 EJ2055|---------------------------------------------------------------------|
 EJ2055
 EJ2055                          SUPERSEDED SURVEY CONTROL
 EJ2055
 EJ2055  NAD 83(1997)-  34 51 07.10287(N)    093 47 02.66971(W) AD(       ) 3
 EJ2055  NAD 83(1986)-  34 51 07.10274(N)    093 47 02.66591(W) AD(       ) 3
 EJ2055  NAD 27      -  34 51 06.75630(N)    093 47 01.94620(W) AD(       ) 3
 EJ2055  NGVD 29 (07/19/86)  209.8    (m)          688.     (f) VERT ANG       
 EJ2055
 EJ2055.Superseded values are not recommended for survey control.
 EJ2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2055.See file dsdata.txt to determine how the superseded data were derived.
 EJ2055
 EJ2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2832256908(NAD 83)
 EJ2055_MARKER: DS = TRIANGULATION STATION DISK
 EJ2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ2055
 EJ2055  HISTORY     - Date     Condition        Report By
 EJ2055  HISTORY     - 1960     MONUMENTED       CGS
 EJ2055
 EJ2055                          STATION DESCRIPTION
 EJ2055
 EJ2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 EJ2055'THE STATION IS ON THE NORTHWEST RIGHT OF WAY OF STATE HIGHWAY
 EJ2055'28, ABOUT 18 MILES EAST-SOUTHEAST OF WALDRON, 10-3/4 MILES
 EJ2055'EAST-NORTHEAST OF PARKS, 3 MILES SOUTHWEST OF NOLA AND ABOUT
 EJ2055'0.4 MILE NORTHEAST OF A SMALL SETTLEMENT KNOWN AS HARVEY.
 EJ2055'
 EJ2055'THE STATION IS NORTH ACROSS THE HIGHWAY FROM AN OLD HOUSE,
 EJ2055'64-1/2 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 EJ2055'26 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE WITH TRANSFORMER,
 EJ2055'2 FEET WEST-SOUTHWEST OF A WHITE WITNESS POST AND 1-1/2 FEET
 EJ2055'SOUTH-SOUTHEAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 EJ2055'AND THE DISK IS STAMPED HARVEY 2 1960.
 EJ2055'
 EJ2055'R.M. NO. 3 IS NORTH-NORTHEAST OF THE STATION, 65 FEET
 EJ2055'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 EJ2055'SOUTH-SOUTHEAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 EJ2055'AND THE DISK IS STAMPED HARVEY 2 NO 3 1960.
 EJ2055'
 EJ2055'R.M. NO. 4 IS WEST-SOUTHWEST OF THE STATION, 65 FEET
 EJ2055'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 EJ2055'SOUTH-SOUTHEAST OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 EJ2055'AND THE DISK IS STAMPED HARVEY 2 NO 4 1960.
 EJ2055'
 EJ2055'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION,
 EJ2055'67 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 EJ2055'80 FEET SOUTH OF THE SOUTHWEST CORNER OF A DWELLING THAT
 EJ2055'WAS FORMERLY A SCHOOL HOUSE, ABOUT 13-1/2 FEET WEST OF A
 EJ2055'10-INCH OAK TREE AND ABOUT 9 FEET SOUTH OF A 14-INCH OAK
 EJ2055'TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EJ2055'HARVEY 2 1960.
 EJ2055'
 EJ2055'TO REACH THE STATION FROM HARVEY, FROM THE ASSEMBLY OF GOD
 EJ2055'CHURCH, GO NORTHERLY ON STATE HIGHWAY 28 FOR 0.15 MILE TO THE
 EJ2055'AZIMUTH MARK ON THE LEFT, CONTINUE ON HIGHWAY FOR 0.25 MILE
 EJ2055'TO AN OLD HOUSE ON RIGHT AND STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3040 ***********************************************************************
 EH3040  DESIGNATION -  HARX
 EH3040  PID         -  EH3040
 EH3040  STATE/COUNTY-  AR/JEFFERSON
 EH3040  USGS QUAD   -  SHERRILL (1971)
 EH3040
 EH3040                         *CURRENT SURVEY CONTROL
 EH3040  ___________________________________________________________________
 EH3040* NAD 83(1997)-  34 25 21.86596(N)    091 57 14.22744(W)     ADJUSTED  
 EH3040* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 EH3040  ___________________________________________________________________
 EH3040  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EH3040  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EH3040
 EH3040  HORZ ORDER  -  SECOND
 EH3040
 EH3040.The horizontal coordinates were established by classical geodetic methods
 EH3040.and adjusted by the National Geodetic Survey in September 1999..
 EH3040
 EH3040.The orthometric height was scaled from a topographic map.
 EH3040
 EH3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3040
 EH3040.The geoid height was determined by GEOID03.
 EH3040
 EH3040;                    North         East     Units Scale Factor Converg.
 EH3040;SPC AR S     -   594,773.255   404,232.691   MT  0.99994137   +0 01 32.8
 EH3040;SPC AR S     - 1,951,351.92  1,326,220.09   sFT  0.99994137   +0 01 32.8
 EH3040;UTM  15      - 3,809,526.272   596,121.042   MT  0.99971388   +0 35 28.9
 EH3040
 EH3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3040!SPC AR S     -   0.99999360  x   0.99994137  =   0.99993497
 EH3040!UTM  15      -   0.99999360  x   0.99971388  =   0.99970748
 EH3040
 EH3040:                Primary Azimuth Mark                     Grid Az
 EH3040:SPC AR S     -  HARS                                     178 53 59.4
 EH3040:UTM  15      -  HARS                                     178 20 03.3
 EH3040
 EH3040|---------------------------------------------------------------------|
 EH3040| PID    Reference Object                     Distance      Geod. Az  |
 EH3040|                                                           dddmmss.s |
 EH3040| EH3042 HARS                                APPROX. 3.6 KM 1785532.2 |
 EH3040|---------------------------------------------------------------------|
 EH3040
 EH3040                          SUPERSEDED SURVEY CONTROL
 EH3040
 EH3040  NAD 83(1986)-  34 25 21.87399(N)    091 57 14.21993(W) AD(       ) 2
 EH3040  NAD 27      -  34 25 21.53200(N)    091 57 13.72000(W) AD(       ) 2
 EH3040
 EH3040.Superseded values are not recommended for survey control.
 EH3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3040.See file dsdata.txt to determine how the superseded data were derived.
 EH3040
 EH3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9612109526(NAD 83)
 EH3040_MARKER: DE = TRAVERSE STATION DISK
 EH3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3040+STABILITY: SURFACE MOTION
 EH3040
 EH3040  HISTORY     - Date     Condition        Report By
 EH3040  HISTORY     - 1939     MONUMENTED       ARGS
 EH3040
 EH3040                          STATION DESCRIPTION
 EH3040
 EH3040'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939 (CDM)
 EH3040'STATION IS A 6- BY 6-INCH CONCRETE POST WITH STANDARD USC AND GS
 EH3040'SET IN TOP, STAMPED U S C AND G SURVEY AND STATE SURVEY TRAVERSE
 EH3040'STATION H.A.R.X.  MARK PROJECTS 6 INCHES.
 EH3040'
 EH3040'STATION IS ABOUT 1.0 MILE NNE OF TRIANGULATION STATION SHERRILL
 EH3040'ON THE E SIDE OF RAILROAD TRACK, ABOUT 6 FEET E OF E RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2259 ***********************************************************************
 EH2259  DESIGNATION -  HAS
 EH2259  PID         -  EH2259
 EH2259  STATE/COUNTY-  AR/LONOKE
 EH2259  USGS QUAD   -  ENGLAND (1982)
 EH2259
 EH2259                         *CURRENT SURVEY CONTROL
 EH2259  ___________________________________________________________________
 EH2259* NAD 83(1986)-  34 32 19.     (N)    091 55 29.     (W)     SCALED    
 EH2259* NAVD 88     -        67.413  (meters)     221.17   (feet)  POSTED    
 EH2259  ___________________________________________________________________
 EH2259  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EH2259  DYNAMIC HT  -          67.350 (meters)     220.96  (feet)  COMP
 EH2259  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 EH2259
 EH2259  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2259
 EH2259.The horizontal coordinates were scaled from a topographic map and have
 EH2259.an estimated accuracy of +/- 6 seconds.
 EH2259
 EH2259.The orthometric height was determined by differential leveling
 EH2259.and adjusted by the National Geodetic Survey in 1992..
 EH2259.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2259.rate of 0.0 thru 1.0 mm/km.
 EH2259
 EH2259.The geoid height was determined by GEOID03.
 EH2259
 EH2259.The dynamic height is computed by dividing the NAVD 88
 EH2259.geopotential number by the normal gravity value computed on the
 EH2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2259.degrees latitude (g = 980.6199 gals.).
 EH2259
 EH2259.The modeled gravity was interpolated from observed gravity values.
 EH2259
 EH2259;                    North         East    Units  Estimated Accuracy
 EH2259;SPC AR S     -   607,630.      406,910.      MT  (+/- 180 meters Scaled)
 EH2259
 EH2259                          SUPERSEDED SURVEY CONTROL
 EH2259
 EH2259  NGVD 29 (??/??/??)   67.448  (m)          221.29   (f) ADJUSTED    2 0
 EH2259
 EH2259.Superseded values are not recommended for survey control.
 EH2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2259.See file dsdata.txt to determine how the superseded data were derived.
 EH2259
 EH2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU986224(NAD 83)
 EH2259_MARKER: DD = SURVEY DISK
 EH2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2259_STAMPING: H A S 1934
 EH2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2259+STABILITY: SURFACE MOTION
 EH2259
 EH2259  HISTORY     - Date     Condition        Report By
 EH2259  HISTORY     - 1934     MONUMENTED       ARGS
 EH2259  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH2259
 EH2259                          STATION DESCRIPTION
 EH2259
 EH2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2259'2.7 MI E FROM ENGLAND.
 EH2259'2.7 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 EH2259'STATION AT ENGLAND, LONOKE COUNTY, 400 FEET EAST OF POLE 256-25, 325
 EH2259'FEET EAST OF BRIDGE 22, IN THE SOUTHEAST QUARTER OF THE NORTHEAST
 EH2259'QUARTER OF SECTION 13, T 2 S, R 9 W, 25 FEET SOUTH OF THE SOUTH RAIL,
 EH2259'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1888 ***********************************************************************
 EJ1888  DESIGNATION -  HASKELL STATE MENTAL HOSP TANK
 EJ1888  PID         -  EJ1888
 EJ1888  STATE/COUNTY-  AR/SALINE
 EJ1888  USGS QUAD   -  HASKELL (1984)
 EJ1888
 EJ1888                         *CURRENT SURVEY CONTROL
 EJ1888  ___________________________________________________________________
 EJ1888* NAD 83(1997)-  34 31 27.77183(N)    092 39 02.40947(W)     ADJUSTED  
 EJ1888* NAVD 88     -                                                        
 EJ1888  ___________________________________________________________________
 EJ1888  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 EJ1888  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ1888
 EJ1888  HORZ ORDER  -  THIRD
 EJ1888
 EJ1888.The horizontal coordinates were established by classical geodetic methods
 EJ1888.and adjusted by the National Geodetic Survey in September 1999..
 EJ1888
 EJ1888
 EJ1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1888
 EJ1888.The geoid height was determined by GEOID03.
 EJ1888
 EJ1888;                    North         East     Units Scale Factor Converg.
 EJ1888;SPC AR S     -   606,236.643   340,263.041   MT  0.99995494   -0 21 51.0
 EJ1888;SPC AR S     - 1,988,961.39  1,116,346.33   sFT  0.99995494   -0 21 51.0
 EJ1888;UTM  15      - 3,820,356.191   532,060.425   MT  0.99961267   +0 11 52.8
 EJ1888
 EJ1888                          SUPERSEDED SURVEY CONTROL
 EJ1888
 EJ1888  NAD 83(1986)-  34 31 27.78336(N)    092 39 02.40071(W) AD(       ) 4
 EJ1888  NAD 27      -  34 31 27.44841(N)    092 39 01.81242(W) AD(       ) 3
 EJ1888
 EJ1888.Superseded values are not recommended for survey control.
 EJ1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1888.See file dsdata.txt to determine how the superseded data were derived.
 EJ1888
 EJ1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3206020356(NAD 83)
 EJ1888_MARKER: 51 = TANK
 EJ1888
 EJ1888  HISTORY     - Date     Condition        Report By
 EJ1888  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1888
 EJ1888                          STATION DESCRIPTION
 EJ1888
 EJ1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1888'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EJ1888'ON THE GROUNDS OF THE ARKANSAS STATE MENTAL HOSPITAL ABOUT
 EJ1888'2 MILES NORTHWEST OF HASKELL AND 5 MILES SOUTHWEST OF BENTON.
 EJ1888'IT IS A FOUR LEGGED STEEL TANK PAINTED ALUMINUM AND ITS
 EJ1888'OVERALL HEIGHT IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0882 ***********************************************************************
 EK0882  DESIGNATION -  HATFIELD
 EK0882  PID         -  EK0882
 EK0882  STATE/COUNTY-  AR/POLK
 EK0882  USGS QUAD   -  VANDERVOORT (1984)
 EK0882
 EK0882                         *CURRENT SURVEY CONTROL
 EK0882  ___________________________________________________________________
 EK0882* NAD 83(1997)-  34 29 12.04919(N)    094 21 49.62047(W)     ADJUSTED  
 EK0882* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 EK0882  ___________________________________________________________________
 EK0882  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 EK0882  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 EK0882
 EK0882  HORZ ORDER  -  SECOND
 EK0882
 EK0882.The horizontal coordinates were established by classical geodetic methods
 EK0882.and adjusted by the National Geodetic Survey in September 1999..
 EK0882
 EK0882.The orthometric height was scaled from a topographic map.
 EK0882
 EK0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0882
 EK0882.The geoid height was determined by GEOID03.
 EK0882
 EK0882;                    North         East     Units Scale Factor Converg.
 EK0882;SPC AR S     -   604,371.312   182,905.899   MT  0.99994954   -1 19 22.8
 EK0882;SPC AR S     - 1,982,841.55    600,083.77   sFT  0.99994954   -1 19 22.8
 EK0882;SPC OK S     -   133,947.778   933,910.021   MT  0.99993738   +2 03 50.3
 EK0882;SPC OK S     -   439,460.33  3,064,003.13   sFT  0.99993738   +2 03 50.3
 EK0882;UTM  15      - 3,816,964.208   374,776.064   MT  0.99979328   -0 46 20.3
 EK0882
 EK0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0882!SPC AR S     -   0.99995479  x   0.99994954  =   0.99990433
 EK0882!SPC OK S     -   0.99995479  x   0.99993738  =   0.99989217
 EK0882!UTM  15      -   0.99995479  x   0.99979328  =   0.99974808
 EK0882
 EK0882:                Primary Azimuth Mark                     Grid Az
 EK0882:SPC AR S     -  RICH MTN LOOKOUT TOWER                   010 01 25.7
 EK0882:SPC OK S     -  RICH MTN LOOKOUT TOWER                   006 38 12.6
 EK0882:UTM  15      -  RICH MTN LOOKOUT TOWER                   009 28 23.2
 EK0882
 EK0882|---------------------------------------------------------------------|
 EK0882| PID    Reference Object                     Distance      Geod. Az  |
 EK0882|                                                           dddmmss.s |
 EK0882| EK0838 RICH MTN LOOKOUT TOWER              APPROX.21.1 KM 0084202.9 |
 EK0882| EK0883 BEE MTN LOOKOUT TOWER               APPROX. 9.7 KM 0872852.3 |
 EK0882| EK0881 BM                                   60.848 METERS 10934     |
 EK0882| CX6419 HATFIELD RM 1                        12.312 METERS 17051     |
 EK0882| CX6420 HATFIELD RM 2                        17.290 METERS 28351     |
 EK0882| CX6418 HATFIELD AZ MK                                     2913409.1 |
 EK0882|---------------------------------------------------------------------|
 EK0882
 EK0882                          SUPERSEDED SURVEY CONTROL
 EK0882
 EK0882  NAD 83(1997)-  34 29 12.05309(N)    094 21 49.61854(W) AD(       ) 2
 EK0882  NAD 83(1986)-  34 29 12.05572(N)    094 21 49.61262(W) AD(       ) 2
 EK0882  NAD 27      -  34 29 11.66800(N)    094 21 48.83200(W) AD(       ) 2
 EK0882
 EK0882.Superseded values are not recommended for survey control.
 EK0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0882.See file dsdata.txt to determine how the superseded data were derived.
 EK0882
 EK0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7477616964(NAD 83)
 EK0882_MARKER: DS = TRIANGULATION STATION DISK
 EK0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0882
 EK0882  HISTORY     - Date     Condition        Report By
 EK0882  HISTORY     - 1952     MONUMENTED       CGS
 EK0882  HISTORY     - 1961     SEE DESCRIPTION  CGS
 EK0882
 EK0882                          STATION DESCRIPTION
 EK0882
 EK0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0882'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF MENA
 EK0882'AND 1 MILE WEST OF HATFIELD.  IT IS 22 FEET NORTH OF THE CENTER
 EK0882'OF A GRAVEL ROAD 6.5 FEET NORTHWEST OF A T FENCE CORNER.
 EK0882'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HATFIELD
 EK0882'1952.
 EK0882'
 EK0882'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE CENTER OF THE
 EK0882'ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 5 INCHES
 EK0882'AND THE DISK IS STAMPED HATFIELD NO 1 1952.
 EK0882'
 EK0882'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE CENTER OF A
 EK0882'ROAD AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES
 EK0882'AND THE DISK IS STAMPED HATFIELD NO 2 1952.
 EK0882'
 EK0882'THE AZIMUTH MARK IS 17 FEET NORTH OF THE CENTER OF THE GRAVEL
 EK0882'ROAD, 4 FEET NORTHEAST OF A WITNESS POST AND 3 FEET NORTH OF
 EK0882'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0882'HATFIELD 1952.
 EK0882'
 EK0882'TO REACH THE STATION FROM HATFIELD, FROM THE CAUTION LIGHT
 EK0882'AT THE CENTER OF TOWN, GO EAST ABOUT 0.5 MILE TO THE FIRST
 EK0882'INTERSECTION AT THE NORTHWEST CORNER OF THE HATFIELD PUBLIC
 EK0882'SCHOOLYARD.  TURN LEFT AND GO NORTHEASTERLY AND THEN EAST
 EK0882'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 EK0882'EAST FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 EK0882'
 EK0882'BM (USGS) IS 47 FEET EAST OF A T INTERSECTION OF TWO GRAVEL
 EK0882'ROADS, AND 11 FEET WEST OF A FENCE.  IT IS A 4 INCH STEEL
 EK0882'PIPE THAT PROJECTS 22 INCHES.  THE STANDARD USGS BM DISK IS
 EK0882'RIVETED TO THE TOP OF THE PIPE AND STAMPED 1908, ELEVATION
 EK0882'(1048) 1043.
 EK0882'
 EK0882'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HATFIELD
 EK0882'TO BM (USGS) AND THE DISTANCE IS SHOWN BELOW.
 EK0882'
 EK0882'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0882
 EK0882                          STATION RECOVERY (1961)
 EK0882
 EK0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0882'THIS STATION RECOVERED AS DESCRIBED EXCEPT THAT IT IS 1 MILE
 EK0882'EAST OF HATFIELD INSTEAD OF 1 MILE WEST.  ALL MARKS FOUND IN
 EK0882'GOOD CONDITION.
 EK0882'
 EK0882'TO REACH THE STATION FROM HATFIELD, FROM THE MAIN INTERSECTION
 EK0882'AT CAUTION LIGHT, GO EAST FOR 0.05 MILE TO CROSS-STREETS,
 EK0882'TURN LEFT AND GO NORTH AND EAST FOR 0.8 MILE TO THE AZIMUTH
 EK0882'MARK ON THE LEFT, CONTINUE EAST FOR 0.1 MILE TO THE STATION
 EK0882'ON LEFT AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1788 ***********************************************************************
 FG1788  DESIGNATION -  HATLEY
 FG1788  PID         -  FG1788
 FG1788  STATE/COUNTY-  AR/VAN BUREN
 FG1788  USGS QUAD   -  LOST CORNER (1980)
 FG1788
 FG1788                         *CURRENT SURVEY CONTROL
 FG1788  ___________________________________________________________________
 FG1788* NAD 83(1997)-  35 33 36.70273(N)    092 46 09.37211(W)     ADJUSTED  
 FG1788* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 FG1788  ___________________________________________________________________
 FG1788  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 FG1788  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG1788
 FG1788  HORZ ORDER  -  SECOND
 FG1788
 FG1788.The horizontal coordinates were established by classical geodetic methods
 FG1788.and adjusted by the National Geodetic Survey in September 1999..
 FG1788
 FG1788.The orthometric height was scaled from a topographic map.
 FG1788
 FG1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1788
 FG1788.The geoid height was determined by GEOID03.
 FG1788
 FG1788;                    North         East     Units Scale Factor Converg.
 FG1788;SPC AR N     -   136,382.221   330,261.880   MT  0.99993602   -0 26 51.5
 FG1788;SPC AR N     -   447,447.34  1,083,534.18   sFT  0.99993602   -0 26 51.5
 FG1788;UTM  15      - 3,935,193.947   520,910.011   MT  0.99960539   +0 08 03.1
 FG1788
 FG1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1788!SPC AR N     -   0.99991730  x   0.99993602  =   0.99985333
 FG1788!UTM  15      -   0.99991730  x   0.99960539  =   0.99952273
 FG1788
 FG1788|---------------------------------------------------------------------|
 FG1788| PID    Reference Object                     Distance      Geod. Az  |
 FG1788|                                                           dddmmss.s |
 FG1788| CI1583 HATLEY RM 2                          21.622 METERS 01902     |
 FG1788| CI1582 HATLEY RM 1                          22.141 METERS 13220     |
 FG1788| FG1786 WALKER LOOKOUT TOWER                APPROX.14.9 KM 3253030.9 |
 FG1788| FG1787 HATLEY LOOKOUT TOWER                 18.197 METERS 35715     |
 FG1788|---------------------------------------------------------------------|
 FG1788
 FG1788                          SUPERSEDED SURVEY CONTROL
 FG1788
 FG1788  NAD 83(1986)-  35 33 36.71568(N)    092 46 09.37088(W) AD(       ) 2
 FG1788  NAD 27      -  35 33 36.43200(N)    092 46 08.77600(W) AD(       ) 2
 FG1788
 FG1788.Superseded values are not recommended for survey control.
 FG1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1788.See file dsdata.txt to determine how the superseded data were derived.
 FG1788
 FG1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2091035194(NAD 83)
 FG1788_MARKER: DS = TRIANGULATION STATION DISK
 FG1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1788
 FG1788  HISTORY     - Date     Condition        Report By
 FG1788  HISTORY     - 1954     MONUMENTED       CGS
 FG1788
 FG1788                          STATION DESCRIPTION
 FG1788
 FG1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1788'THE STATION IS IN SECTION 35, T 11 N, R 17 W, IN THE OZARK
 FG1788'NATIONAL FOREST AT THE SITE OF THE HATLEY MOUNTAIN LOOKOUT
 FG1788'TOWER, ABOUT 17-1/2 MILES WEST AND 2-3/4 MILES SOUTH OF
 FG1788'CLINTON, 8-3/4 MILES WEST AND 2 MILES NORTH OF SCOTLAND,
 FG1788'61 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FOREST
 FG1788'SERVICE BUILDING AND 6 FEET SOUTHWEST OF A WHITE 4 IN X
 FG1788'4 IN WITNESS POST.
 FG1788'
 FG1788'TO REACH THE STATION FROM THE POST OFFICE IN SCOTLAND, GO
 FG1788'WESTERLY ON THE MAIN GRAVELED ROAD FOR 6.4 MILES TO A
 FG1788'T-INTERSECTION, TURN RIGHT AND CONTINUE WESTERLY ON THE MAIN
 FG1788'GRAVELED ROAD FOR 10.5 MILES TO A SIDE ROAD ON THE RIGHT,
 FG1788'TURN RIGHT (NORTH) AND FOLLOW THE MAIN ROAD FOR 3.45 MILES TO
 FG1788'A ROAD FORK, CONTINUE ON THE RIGHT ROAD FOR 1.2 MILES
 FG1788'TO ANOTHER ROAD FORK, CONTINUE ON THE RIGHT ROAD FOR
 FG1788'4.95 MILES TO THE LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 FG1788'
 FG1788'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1788'HATLEY 1954.
 FG1788'
 FG1788'REFERENCE MARK 1 IS 12 FEET SOUTH OF THE CENTER OF A TRACK
 FG1788'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1788'HATLEY NO 1 1954.
 FG1788'
 FG1788'REFERENCE MARK 2 IS 5 FEET WEST OF THE NORTHWEST CORNER
 FG1788'OF THE SMALL BUILDING AND 4 FEET NORTHWEST OF A TELEPHONE
 FG1788'POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 FG1788'AND THE DISK IS STAMPED HATLEY NO 2 1954.
 FG1788'
 FG1788'A TRAVERSE MEASUREMENT WAS MADE TO THE BOTTOM-CENTER
 FG1788'OF THE HATLEY LOOKOUT TOWER.
 FG1788'
 FG1788'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 FG1788'POSTS.
 FG1788'
 FG1788'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1787 ***********************************************************************
 FG1787  DESIGNATION -  HATLEY LOOKOUT TOWER
 FG1787  PID         -  FG1787
 FG1787  STATE/COUNTY-  AR/VAN BUREN
 FG1787  USGS QUAD   -  LOST CORNER (1980)
 FG1787
 FG1787                         *CURRENT SURVEY CONTROL
 FG1787  ___________________________________________________________________
 FG1787* NAD 83(1997)-  35 33 37.29249(N)    092 46 09.40676(W)     ADJUSTED  
 FG1787* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 FG1787  ___________________________________________________________________
 FG1787  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 FG1787  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG1787
 FG1787  HORZ ORDER  -  THIRD
 FG1787
 FG1787.The horizontal coordinates were established by classical geodetic methods
 FG1787.and adjusted by the National Geodetic Survey in September 1999..
 FG1787
 FG1787.The orthometric height was scaled from a topographic map.
 FG1787
 FG1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1787
 FG1787.The geoid height was determined by GEOID03.
 FG1787
 FG1787;                    North         East     Units Scale Factor Converg.
 FG1787;SPC AR N     -   136,400.402   330,261.149   MT  0.99993602   -0 26 51.5
 FG1787;SPC AR N     -   447,506.99  1,083,531.79   sFT  0.99993602   -0 26 51.5
 FG1787;UTM  15      - 3,935,212.114   520,909.096   MT  0.99960539   +0 08 03.0
 FG1787
 FG1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1787!SPC AR N     -   0.99991730  x   0.99993602  =   0.99985333
 FG1787!UTM  15      -   0.99991730  x   0.99960539  =   0.99952273
 FG1787
 FG1787                          SUPERSEDED SURVEY CONTROL
 FG1787
 FG1787  NAD 83(1986)-  35 33 37.30543(N)    092 46 09.40553(W) AD(       ) 4
 FG1787  NAD 27      -  35 33 37.02200(N)    092 46 08.81100(W) AD(       ) 3
 FG1787
 FG1787.Superseded values are not recommended for survey control.
 FG1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1787.See file dsdata.txt to determine how the superseded data were derived.
 FG1787
 FG1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2090935212(NAD 83)
 FG1787_MARKER: 57 = LOOKOUT TOWER
 FG1787
 FG1787  HISTORY     - Date     Condition        Report By
 FG1787  HISTORY     - 1954     FIRST OBSERVED   CGS
 FG1787
 FG1787                          STATION DESCRIPTION
 FG1787
 FG1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1787'THE STATION IS IN SECTION 35, T 11 N, R 17 W, IN THE OZARK
 FG1787'NATIONAL FOREST, ABOUT 17-1/2 MILES WEST AND 2-3/4 MILES
 FG1787'SOUTH OF CLINTON AND 8-3/4 MILES WEST AND 2 MILES NORTH
 FG1787'OF SCOTLAND.
 FG1787'
 FG1787'THE TOWER IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A 6-FOOT
 FG1787'SQUARE STEEL AND GLASS HOUSE.  IT IS 100 FEET HIGH.  THE
 FG1787'POINT OBSERVED ON WAS THE CENTER OF THE BASE.
 FG1787'
 FG1787'A TRAVERSE MEASUREMENT WAS MADE TO THE BOTTOM-CENTER OF
 FG1787'THE LOOKOUT TOWER AND THE DISTANCE WAS FOUND TO BE 59.70
 FG1787'FEET 18.197 METERS NORTH OF TRIANGULATION STATION HATLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0890 ***********************************************************************
 EK0890  DESIGNATION -  HATTON
 EK0890  PID         -  EK0890
 EK0890  STATE/COUNTY-  AR/POLK
 EK0890  USGS QUAD   -  BOG SPRINGS (1985)
 EK0890
 EK0890                         *CURRENT SURVEY CONTROL
 EK0890  ___________________________________________________________________
 EK0890* NAD 83(1997)-  34 22 29.79535(N)    094 23 01.52094(W)     ADJUSTED  
 EK0890* NAVD 88     -       348.     (meters)    1142.     (feet)  SCALED    
 EK0890  ___________________________________________________________________
 EK0890  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 EK0890  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 EK0890
 EK0890  HORZ ORDER  -  THIRD
 EK0890
 EK0890.The horizontal coordinates were established by classical geodetic methods
 EK0890.and adjusted by the National Geodetic Survey in September 1999..
 EK0890
 EK0890.The orthometric height was scaled from a topographic map.
 EK0890
 EK0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0890
 EK0890.The geoid height was determined by GEOID03.
 EK0890
 EK0890;                    North         East     Units Scale Factor Converg.
 EK0890;SPC AR S     -   592,022.892   180,783.350   MT  0.99993607   -1 20 03.0
 EK0890;SPC AR S     - 1,942,328.44    593,120.04   sFT  0.99993607   -1 20 03.0
 EK0890;SPC OK S     -   121,495.565   932,520.701   MT  0.99994258   +2 03 09.5
 EK0890;SPC OK S     -   398,606.70  3,059,445.00   sFT  0.99994258   +2 03 09.5
 EK0890;UTM  15      - 3,804,597.729   372,772.814   MT  0.99979952   -0 46 53.0
 EK0890
 EK0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0890!SPC AR S     -   0.99994998  x   0.99993607  =   0.99988606
 EK0890!SPC OK S     -   0.99994998  x   0.99994258  =   0.99989257
 EK0890!UTM  15      -   0.99994998  x   0.99979952  =   0.99974951
 EK0890
 EK0890|---------------------------------------------------------------------|
 EK0890| PID    Reference Object                     Distance      Geod. Az  |
 EK0890|                                                           dddmmss.s |
 EK0890| CX6422 HATTON RM 1                          23.102 METERS 09722     |
 EK0890| CX6423 HATTON RM 2                          30.730 METERS 18113     |
 EK0890| CX6421 HATTON AZ MK                                       3514120.7 |
 EK0890|---------------------------------------------------------------------|
 EK0890
 EK0890                          SUPERSEDED SURVEY CONTROL
 EK0890
 EK0890  NAD 83(1997)-  34 22 29.79772(N)    094 23 01.52139(W) AD(       ) 3
 EK0890  NAD 83(1986)-  34 22 29.80076(N)    094 23 01.51554(W) AD(       ) 3
 EK0890  NAD 27      -  34 22 29.41200(N)    094 23 00.74300(W) AD(       ) 3
 EK0890
 EK0890.Superseded values are not recommended for survey control.
 EK0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0890.See file dsdata.txt to determine how the superseded data were derived.
 EK0890
 EK0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7277304598(NAD 83)
 EK0890_MARKER: DS = TRIANGULATION STATION DISK
 EK0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0890
 EK0890  HISTORY     - Date     Condition        Report By
 EK0890  HISTORY     - 1952     MONUMENTED       CGS
 EK0890  HISTORY     - 1961     GOOD             CGS
 EK0890
 EK0890                          STATION DESCRIPTION
 EK0890
 EK0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0890'STATION IS LOCATED ABOUT 5 MILES SOUTH SOUTHEAST OF COVE
 EK0890'AND 1-1/2 MILES NORTH NORTHWEST OF HATTON ON A LOW HILL,
 EK0890'IN THE FRONT YARD OF FARM HOUSE.  STATION IS 14 FEET SOUTHEAST
 EK0890'OF FENCE CORNER AND 8 FEET EAST OF WITNESS POST.  THE MARK
 EK0890'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HATTON 1952.
 EK0890'
 EK0890'REFERENCE MARK NO. 1 IS 48 FEET WEST OF THE CENTERLINE OF
 EK0890'U.S. HIGHWAY 71 AND 29 FEET SOUTH OF POWER POLE.  THE MARK
 EK0890'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HATTON NO 1
 EK0890'1952.
 EK0890'
 EK0890'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF GATE POST AND IN
 EK0890'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0890'IS STAMPED HATTON NO 2 1952.
 EK0890'
 EK0890'AZIMUTH MARK IS 59 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 EK0890'71, 53 FEET NORTH NORTHWEST OF POWER POLE AND 3 FEET SOUTH
 EK0890'OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 EK0890'IS STAMPED HATTON 1952.
 EK0890'
 EK0890'TO REACH FROM THE MAIN INTERSECTION IN COVE GO SOUTHERLY ON
 EK0890'U.S. HIGHWAY 71 FOR 4.5 MILES TO AZIMUTH ON RIGHT OR WEST SIDE OF
 EK0890'ROAD AS DESCRIBED.  CONTINUE SOUTH FOR 0.25 MILE TO HOUSE
 EK0890'AND STATION ON RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.
 EK0890'
 EK0890'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0890
 EK0890                          STATION RECOVERY (1961)
 EK0890
 EK0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0890'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0890'CONDITION.  IT IS IN FROM OF THE FARMHOUSE AT THE MT. VIEW
 EK0890'RANCH.  THE STATION MARK AND R.M. NO. 1 ARE FLUSH WITH THE
 EK0890'GROUND.  THE AZIMUTH MARK RECOVERED AS DESCRIBED AND IS
 EK0890'ABOUT 100 FEET SOUTH OF THE SUMMIT OF A HILL.
 EK0890'
 EK0890'THE DESCRIPTION TO REACH THE STATION FROM COVE IS ADEQUATE
 EK0890'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1180 ***********************************************************************
 DM1180  DESIGNATION -  HAWKINS
 DM1180  PID         -  DM1180
 DM1180  STATE/COUNTY-  AR/LITTLE RIVER
 DM1180  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1180
 DM1180                         *CURRENT SURVEY CONTROL
 DM1180  ___________________________________________________________________
 DM1180* NAD 83(1997)-  33 39 43.67315(N)    094 10 28.14885(W)     ADJUSTED  
 DM1180* NAVD 88     -       101.94   (+/-2cm)     334.4    (feet)  VERTCON   
 DM1180  ___________________________________________________________________
 DM1180  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DM1180  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DM1180
 DM1180  HORZ ORDER  -  FIRST
 DM1180  VERT ORDER  -  THIRD ? (See Below)
 DM1180
 DM1180.The horizontal coordinates were established by classical geodetic methods
 DM1180.and adjusted by the National Geodetic Survey in September 1999..
 DM1180
 DM1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1180.The vertical order pertains to the NGVD 29 superseded value.
 DM1180
 DM1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1180
 DM1180.The geoid height was determined by GEOID03.
 DM1180
 DM1180;                    North         East     Units Scale Factor Converg.
 DM1180;SPC AR S     -   512,551.179   198,346.118   MT  0.99993945   -1 13 01.3
 DM1180;SPC AR S     - 1,681,594.99    650,740.56   sFT  0.99993945   -1 13 01.3
 DM1180;SPC TXNC     - 2,229,539.599 1,001,045.151   MT  0.99992925   +2 21 32.8
 DM1180;SPC TXNC     - 7,314,747.83  3,284,262.30   sFT  0.99992925   +2 21 32.8
 DM1180;UTM  15      - 3,725,313.491   391,108.292   MT  0.99974618   -0 39 03.9
 DM1180
 DM1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1180!SPC AR S     -   0.99998824  x   0.99993945  =   0.99992769
 DM1180!SPC TXNC     -   0.99998824  x   0.99992925  =   0.99991749
 DM1180!UTM  15      -   0.99998824  x   0.99974618  =   0.99973443
 DM1180
 DM1180|---------------------------------------------------------------------|
 DM1180| PID    Reference Object                     Distance      Geod. Az  |
 DM1180|                                                           dddmmss.s |
 DM1180| CX6425 HAWKINS RM 1                        250.000 METERS 03115     |
 DM1180| DL1586 OKAY IDEAL CEMENT CO STACK          APPROX.25.9 KM 0623612.2 |
 DM1180| DL1583 OKAY IDEAL CEMENT CO TANK           APPROX.25.9 KM 0633117.9 |
 DM1180| DM1178 ASHDOWN CITY WATER TANK             APPROX. 4.6 KM 0715808.7 |
 DM1180| CX6424 HAWKINS AZ MK                                      1752339.2 |
 DM1180| CX6426 HAWKINS RM 2                         30.831 METERS 28243     |
 DM1180| DM1176 HAWKINS RM 3                         25.390 METERS 33655     |
 DM1180|---------------------------------------------------------------------|
 DM1180
 DM1180                          SUPERSEDED SURVEY CONTROL
 DM1180
 DM1180  NAD 83(1997)-  33 39 43.67756(N)    094 10 28.14481(W) AD(       ) 1
 DM1180  NAD 83(1997)-  33 39 43.67750(N)    094 10 28.14402(W) AD(       ) 1
 DM1180  NAD 83(1986)-  33 39 43.67855(N)    094 10 28.13796(W) AD(       ) 1
 DM1180  NAD 27      -  33 39 43.25000(N)    094 10 27.43500(W) AD(       ) 1
 DM1180  NGVD 29 (07/19/86)  101.94   (m)          334.4    (f) LEVELING    3  
 DM1180
 DM1180.Superseded values are not recommended for survey control.
 DM1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1180.See file dsdata.txt to determine how the superseded data were derived.
 DM1180
 DM1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9110825313(NAD 83)
 DM1180_MARKER: DS = TRIANGULATION STATION DISK
 DM1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1180
 DM1180  HISTORY     - Date     Condition        Report By
 DM1180  HISTORY     - 1930     MONUMENTED       CGS
 DM1180  HISTORY     - 1938     MARK NOT FOUND   TSI
 DM1180  HISTORY     - 1949     GOOD             USGS
 DM1180  HISTORY     - 1951     GOOD             CGS
 DM1180  HISTORY     - 1956     GOOD             CGS
 DM1180  HISTORY     - 1963     MARK NOT FOUND   CGS
 DM1180  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1180
 DM1180                          STATION DESCRIPTION
 DM1180
 DM1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1180'ABOUT 3-1/4 MILES BY ROAD W OF ASHDOWN, ON HIGHWAY 32, ON
 DM1180'LAND OWNED BY HAWKINS BROTHERS, ALONG THE CENTER OF THE S
 DM1180'SIDE OF N 1/2 SECTION 2, T. 13 S., R. 30 W.
 DM1180'
 DM1180'STATION IS 15.6 METERS (51 FEET) N OF CENTER LINE OF HIGHWAY
 DM1180'32, 8.1 METERS (27 FEET) N OF WIRE FENCE, AND 9.5 METERS
 DM1180'(31 FEET) E OF GATE POST OF BOARD GATE ON ROAD TO SMALL
 DM1180'UNPAINTED HOUSE 50 METERS (164 FEET) TO N.
 DM1180'
 DM1180'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 DM1180'SET IN CONCRETE AS DESCRIBED.  UPPER
 DM1180'MARK IS SET 18 INCHES BELOW SURFACE OF GROUND TO OBVIATE
 DM1180'THE POSSIBILITY OF DISTURBANCE BY SOIL CULTIVATION.
 DM1180'
 DM1180'REFERENCE MARK NO. 1 IS 8 METERS (26 FEET) S OF AN 18-INCH
 DM1180'OAK TREE WHERE WOODS PROJECT INTO FIELD FROM E, AND IS ABOUT
 DM1180'250 METERS (820 FEET) FROM STATION.
 DM1180'
 DM1180'REFERENCE MARK NO. 2 IS 1/2 METER (1-1/2 FEET) E OF WIRE
 DM1180'FENCE, 21 METERS (69 FEET) N OF HIGHWAY, AND 30.83 METERS
 DM1180'(101.1 FEET) FROM STATION.
 DM1180
 DM1180                          STATION RECOVERY (1938)
 DM1180
 DM1180'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 DM1180'REFERENCE MARKS IN GOOD CONDITION.  UNABLE TO LOCATE STATION
 DM1180'BY DESCRIPTION FURNISHED BY OUR OFFICE.
 DM1180
 DM1180                          STATION RECOVERY (1949)
 DM1180
 DM1180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DM1180'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION--
 DM1180'
 DM1180'STATION IS 3.1 MILES W OF ASHDOWN ALONG STATE HIGHWAY 32
 DM1180'ON PROPERTY OWNED BY HAWKINS BROS., 45 FEET N OF CENTER LINE OF
 DM1180'HIGHWAY, 27 FEET E OF A WOODEN GATE, 5 FEET E AND 1.5 FEET
 DM1180'S OF A POWER POLE.  STATION IS 18 INCHES UNDERGROUND, IN A
 DM1180'CONCRETE POST, AND A STANDARD U.S.C.G.S. DISK STAMPED
 DM1180'HAWKINS 1930.
 DM1180'
 DM1180'REFERENCE MARK NO. 2 IS 69 FEET N OF HIGHWAY AND 45 FEET
 DM1180'W OF WOODEN GATE.  REFERENCE MARK NO. 1 COULD NOT BE LOCATED.
 DM1180
 DM1180                          STATION RECOVERY (1951)
 DM1180
 DM1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1180'STATION AND REFERENCE MARK NO. 2 FOUND AS DESCRIBED.  DUE
 DM1180'TO THE PRESENCE OF A POWER LINE OVER THE STATION, AN ECCENTRIC
 DM1180'OCCUPATION WAS NECESSARY.  REFERENCE MARK NO. 3
 DM1180'WAS ESTABLISHED AND OCCUPIED.  AN AZIMUTH MARK WAS ESTABLISHED
 DM1180'BY THIS PARTY.  A COMPLETE DESCRIPTION
 DM1180'FOLLOWS.
 DM1180'
 DM1180'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF ASHDOWN ON STATE
 DM1180'HIGHWAY 32, 52 FEET NORTH OF THE CENTER OF THE HIGHWAY, 14
 DM1180'FEET NORTHEAST OF A FENCE CORNER, AND 5.8 FEET EAST OF A
 DM1180'POWER POLE.
 DM1180'
 DM1180'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 DM1180'AND STATE HIGHWAY 32 AT THE RAILROAD CROSSING NEAR THE CENTER
 DM1180'OF ASHDOWN, FOLLOW HIGHWAY 32 WESTERLY FOR 3.1 MILES TO A
 DM1180'GATE ON THE LEFT*.  CONTINUE FOR 0.05 MILE TO A GATE ON THE
 DM1180'RIGHT.  PASS THROUGH GATE TO THE STATION AS DESCRIBED.
 DM1180'
 DM1180'THE STATION MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF
 DM1180'THE GROUND, AND THE DISK IS STAMPED HAWKINS 1930.
 DM1180'
 DM1180'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND.  DUE TO
 DM1180'CHANGES IN THE CULTIVATED FIELD, THE MARK WAS PRESUMED TO
 DM1180'HAVE BEEN LOST.
 DM1180'
 DM1180'REFERENCE MARK NO. 2 IS IN THE MIDDLE OF A GARDEN PLOT, 70
 DM1180'FEET NORTH OF THE CENTER OF THE HIGHWAY, AND 21.5 FEET SOUTH
 DM1180'OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 4 INCHES, AND
 DM1180'THE DISK IS STAMPED HAWKINS 1930 NO 2.
 DM1180'
 DM1180'REFERENCE MARK NO. 3 IS 76 FEET NORTH OF THE POWER POLE
 DM1180'ADJACENT TO THE STATION, 74 FEET SOUTHEAST OF A FENCE CORNER, 64
 DM1180'FEET NORTH OF THE CENTER OF THE WOODEN GATE, AND 48 FEET SOUTHWEST
 DM1180'OF ANOTHER POWER POLE.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 DM1180'THE GROUND, AND THE DISK IS STAMPED HAWKINS NO 3 1930.
 DM1180'
 DM1180'AZIMUTH MARK IS 78 FEET EAST OF THE SOUTHEAST CORNER OF A
 DM1180'FARM HOUSE, 6 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH
 DM1180'OF A WIRE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES, AND THE
 DM1180'DISK IS STAMPED HAWKINS 1930.
 DM1180'
 DM1180'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN SOUTH THROUGH
 DM1180'THIS GATE AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.35 MILE TO
 DM1180'THE AZIMUTH MARK AS DESCRIBED.
 DM1180
 DM1180                          STATION RECOVERY (1956)
 DM1180
 DM1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1180'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1180'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1180'TO STATION SITE ARE CORRECT.
 DM1180
 DM1180                          STATION RECOVERY (1963)
 DM1180
 DM1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM1180'CONSIDERABLE TIME WAS SPENT IN SEARCH FOR THIS STATION BUT IT
 DM1180'WAS NOT RECOVERED.  IT IS PROBABLY STILL IN PLACE AS IT WAS
 DM1180'SET 18 INCHES BELOW THE SURFACE OF THE GROUND.  THE REFERENCE
 DM1180'MARKS WERE NOT FOUND AND IT APPEARS THAT THE AREAS IN WHICH
 DM1180'THEY WERE SET HAS BEEN UNDER CULTIVATION.  IT IS POSSIBLE
 DM1180'THAT THESE MARKS HAVE BEEN DESTROYED.  THE LOCAL LANDMARKS
 DM1180'HAVE CHANGED AND THE AREA WAS COVERED WITH HIGH GRASS SO
 DM1180'IT WAS DIFFICULT TO DETERMINE EXACTLY WHERE TO SEARCH.  THE
 DM1180'AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DM1180'CONDITION.
 DM1180'
 DM1180'THE 1951 DESCRIPTION TO REACH THE STATION SITE IS ADEQUATE.
 DM1180
 DM1180                          STATION RECOVERY (1997)
 DM1180
 DM1180'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1176 ***********************************************************************
 DM1176  DESIGNATION -  HAWKINS RM 3
 DM1176  PID         -  DM1176
 DM1176  STATE/COUNTY-  AR/LITTLE RIVER
 DM1176  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1176
 DM1176                         *CURRENT SURVEY CONTROL
 DM1176  ___________________________________________________________________
 DM1176* NAD 83(1997)-  33 39 44.43124(N)    094 10 28.53527(W)     ADJUSTED  
 DM1176* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 DM1176  ___________________________________________________________________
 DM1176  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DM1176  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DM1176
 DM1176  HORZ ORDER  -  SECOND
 DM1176
 DM1176.The horizontal coordinates were established by classical geodetic methods
 DM1176.and adjusted by the National Geodetic Survey in September 1999..
 DM1176
 DM1176.The orthometric height was scaled from a topographic map.
 DM1176
 DM1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1176
 DM1176.The geoid height was determined by GEOID03.
 DM1176
 DM1176;                    North         East     Units Scale Factor Converg.
 DM1176;SPC AR S     -   512,574.741   198,336.661   MT  0.99993942   -1 13 01.6
 DM1176;SPC AR S     - 1,681,672.30    650,709.53   sFT  0.99993942   -1 13 01.6
 DM1176;SPC TXNC     - 2,229,562.525 1,001,034.243   MT  0.99992929   +2 21 32.6
 DM1176;SPC TXNC     - 7,314,823.05  3,284,226.51   sFT  0.99992929   +2 21 32.6
 DM1176;UTM  15      - 3,725,336.953   391,098.605   MT  0.99974620   -0 39 04.1
 DM1176
 DM1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1176!SPC AR S     -   0.99998839  x   0.99993942  =   0.99992781
 DM1176!SPC TXNC     -   0.99998839  x   0.99992929  =   0.99991768
 DM1176!UTM  15      -   0.99998839  x   0.99974620  =   0.99973459
 DM1176
 DM1176:                Primary Azimuth Mark                     Grid Az
 DM1176:SPC AR S     -  BEN LOMMOND LOOKOUT TOWER AFC            017 32 35.9
 DM1176:SPC TXNC     -  BEN LOMMOND LOOKOUT TOWER AFC            013 58 01.7
 DM1176:UTM  15      -  BEN LOMMOND LOOKOUT TOWER AFC            016 58 38.4
 DM1176
 DM1176|---------------------------------------------------------------------|
 DM1176| PID    Reference Object                     Distance      Geod. Az  |
 DM1176|                                                           dddmmss.s |
 DM1176| DM1165 BEN LOMMOND LOOKOUT TOWER AFC       APPROX.22.5 KM 0161934.3 |
 DM1176| DL1586 OKAY IDEAL CEMENT CO STACK          APPROX.25.9 KM 0623934.0 |
 DM1176| DL1583 OKAY IDEAL CEMENT CO TANK           APPROX.25.9 KM 0633439.7 |
 DM1176| DM1178 ASHDOWN CITY WATER TANK             APPROX. 4.6 KM 0721707.5 |
 DM1176| DM1175 ASHDOWN FEDERAL COMPRESS CO TK      APPROX. 4.6 KM 0835332.6 |
 DM1176| DM1180 HAWKINS                              25.390 METERS 15655     |
 DM1176| CX6424 HAWKINS AZ MK                                      1743141.5 |
 DM1176| CX6426 HAWKINS RM 2                                       23030     |
 DM1176|---------------------------------------------------------------------|
 DM1176
 DM1176                          SUPERSEDED SURVEY CONTROL
 DM1176
 DM1176  NAD 83(1997)-  33 39 44.43565(N)    094 10 28.53124(W) AD(       ) 2
 DM1176  NAD 83(1997)-  33 39 44.43559(N)    094 10 28.53045(W) AD(       ) 2
 DM1176  NAD 83(1986)-  33 39 44.43659(N)    094 10 28.52437(W) AD(       ) 2
 DM1176  NAD 27      -  33 39 44.00800(N)    094 10 27.82100(W) AD(       ) 2
 DM1176
 DM1176.Superseded values are not recommended for survey control.
 DM1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1176.See file dsdata.txt to determine how the superseded data were derived.
 DM1176
 DM1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9109925337(NAD 83)
 DM1176_MARKER: DR = REFERENCE MARK DISK
 DM1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1176
 DM1176  HISTORY     - Date     Condition        Report By
 DM1176  HISTORY     - 1951     MONUMENTED       CGS
 DM1176  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1176
 DM1176                          STATION DESCRIPTION
 DM1176
 DM1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DM1176'SEE STATION HAWKINS
 DM1176
 DM1176                          STATION RECOVERY (1997)
 DM1176
 DM1176'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1477 ***********************************************************************
 DL1477  DESIGNATION -  HAYES
 DL1477  PID         -  DL1477
 DL1477  STATE/COUNTY-  AR/COLUMBIA
 DL1477  USGS QUAD   -  EMERSON SE (1971)
 DL1477
 DL1477                         *CURRENT SURVEY CONTROL
 DL1477  ___________________________________________________________________
 DL1477* NAD 83(1997)-  33 03 20.43846(N)    093 00 56.25947(W)     ADJUSTED  
 DL1477* NAVD 88     -        89.9    (meters)     295.     (feet)  VERTCON   
 DL1477  ___________________________________________________________________
 DL1477  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DL1477  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL1477
 DL1477  HORZ ORDER  -  FIRST
 DL1477
 DL1477.The horizontal coordinates were established by classical geodetic methods
 DL1477.and adjusted by the National Geodetic Survey in September 1999..
 DL1477
 DL1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1477
 DL1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1477
 DL1477.The geoid height was determined by GEOID03.
 DL1477
 DL1477;                    North         East     Units Scale Factor Converg.
 DL1477;SPC AR S     -   443,618.140   305,141.559   MT  1.00006314   -0 34 06.4
 DL1477;SPC AR S     - 1,455,437.18  1,001,118.60   sFT  1.00006314   -0 34 06.4
 DL1477;UTM  15      - 3,657,459.476   498,541.049   MT  0.99960003   -0 00 30.7
 DL1477
 DL1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1477!SPC AR S     -   0.99999000  x   1.00006314  =   1.00005314
 DL1477!UTM  15      -   0.99999000  x   0.99960003  =   0.99959003
 DL1477
 DL1477:                Primary Azimuth Mark                     Grid Az
 DL1477:SPC AR S     -  HAYES AZ MK                              175 21 48.1
 DL1477:UTM  15      -  HAYES AZ MK                              174 48 12.4
 DL1477
 DL1477|---------------------------------------------------------------------|
 DL1477| PID    Reference Object                     Distance      Geod. Az  |
 DL1477|                                                           dddmmss.s |
 DL1477| CX6430 HAYES AZ MK                                        1744741.7 |
 DL1477| CX6431 HAYES RM 1                           38.700 METERS 27442     |
 DL1477| CX6432 HAYES RM 2                           49.246 METERS 32409     |
 DL1477| DL1476 LOOKOUT TOWER 88 AFC                APPROX. 6.5 KM 3464005.7 |
 DL1477|---------------------------------------------------------------------|
 DL1477
 DL1477                          SUPERSEDED SURVEY CONTROL
 DL1477
 DL1477  NAD 83(1997)-  33 03 20.44747(N)    093 00 56.25139(W) AD(       ) 1
 DL1477  NAD 83(1986)-  33 03 20.45062(N)    093 00 56.25000(W) AD(       ) 1
 DL1477  NAD 27      -  33 03 19.95400(N)    093 00 55.67000(W) AD(       ) 1
 DL1477  NGVD 29 (07/19/86)   90.0    (m)          295.     (f) VERT ANG       
 DL1477
 DL1477.Superseded values are not recommended for survey control.
 DL1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1477.See file dsdata.txt to determine how the superseded data were derived.
 DL1477
 DL1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9854157459(NAD 83)
 DL1477_MARKER: DS = TRIANGULATION STATION DISK
 DL1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1477
 DL1477  HISTORY     - Date     Condition        Report By
 DL1477  HISTORY     - 1941     MONUMENTED       CGS
 DL1477  HISTORY     - 1950     GOOD             CGS
 DL1477  HISTORY     - 1964     GOOD             CGS
 DL1477  HISTORY     - 1965     GOOD             CGS
 DL1477  HISTORY     - 1966     GOOD             CGS
 DL1477
 DL1477                          STATION DESCRIPTION
 DL1477
 DL1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1477'STATION HAYES IS 10-1/2 MILES EAST BY SOUTH OF EMERSON,
 DL1477'ARK., 10-1/2 MILES NORTH OF HAYNESVILLE, LA., 2-1/2 MILES NORTH
 DL1477'OF THE ARKANSAS-LOUISIANA STATE LINE, NEAR THE CENTER OF THE
 DL1477'NORTH 1/2 OF SEC. 30, T19S, R18W, ON PROPERTY OF W.G. HAYES,
 DL1477'1/2 MILE NORTH OF HIS HOME.
 DL1477'
 DL1477'TO REACH FROM THE STOP LIGHT ON U.S. ROUTE 79 IN HAYNESVILLE,
 DL1477'LOUISIANA, GO NORTH ON U.S. ROUTE 79 FOR ONE BLOCK AND TURN
 DL1477'RIGHT, EAST, OFF THE HIGHWAY, GO 6.6 MILES AND TAKE LEFT FORK,
 DL1477'NORTHEAST, GO 4.8 MILES AND TURN LEFT, NORTH, ON NARROW ROAD
 DL1477'AT WHITE HOUSE ON NORTH SIDE OF ROAD, 9 MAIL BOXES ON SOUTH
 DL1477'SIDE, GO 1.5 MILES AND TURN LEFT, NORTH, GO 1.0 MILE TO CROSS
 DL1477'ROADS AND KEEP STRAIGHT AHEAD, EAST, GO 0.85 MILE AND TURN
 DL1477'LEFT ON T ROAD SOUTH, GO 0.2 MILE AND TURN RIGHT ON T ROAD
 DL1477'WEST, GO 0.6 MILE TO THE AZIMUTH MARK ON THE EAST SIDE OF THE
 DL1477'ROAD, CONTINUE 0.25 MILE TO MR. HAYES HOME ON LEFT SIDE OF
 DL1477'THE ROAD.  THE STATION IS ON THE SANDY KNOLL 1/2 MILE NORTH
 DL1477'OF HERE, IN CULTIVATED FIELD.
 DL1477'
 DL1477'STATION MARK IS ON THE HIGHEST POINT OF A BARE, SANDY, KNOLL,
 DL1477'THE HIGHEST POINT IN THE VICINITY, NEAR THE CENTER OF A
 DL1477'CULTIVATED FIELD, IS STAMPED HAYES 1941, AND IS SET 12 INCHES
 DL1477'BENEATH THE SURFACE.
 DL1477'
 DL1477'R.M. NO. 1 IS ON THE WEST EDGE OF THE COTTON FIELD, AT THE
 DL1477'EAST EDGE OF SOME SMALL TIMBER, ABOUT 10 FEET LOWER THAN THE
 DL1477'STATION, IS STAMPED HAYES NO. 1 1941, AND PROJECTS 4 INCHES.
 DL1477'
 DL1477'R.M. NO. 2 IS ON THE WEST EDGE OF THE COTTON FIELD, AT THE
 DL1477'EAST EDGE OF SOME SMALL TIMBER, ABOUT 15 FEET LOWER THAN THE
 DL1477'STATION, IS STAMPED HAYES NO. 2 1941, AND PROJECTS 6 INCHES.
 DL1477'
 DL1477'AZIMUTH MARK IS 0.7 MILE SOUTH BY EAST OF THE STATION, 0.25
 DL1477'MILE SOUTHEAST OF MR. HAYES HOME, AT THE SOUTHWEST CORNER
 DL1477'OF A SMALL COTTON PATCH, 100 YARDS SOUTH OF A SMALL SHED,
 DL1477'19 FEET EAST OF THE CENTER LINE OF THE ROAD, 2-1/2 FEET
 DL1477'NORTHWEST OF WHITE REFERENCE POST, IS STAMPED HAYES 1941,
 DL1477'AND PROJECTS 4 INCHES.
 DL1477'
 DL1477'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1477
 DL1477                          STATION RECOVERY (1950)
 DL1477
 DL1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1477'THE SURFACE AND UNDERGROUND STATION MARKS, REFERENCE MARK
 DL1477'NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND
 DL1477'AS DESCRIBED AND ARE IN EXCELLENT CONDITION.  THE HILL WHERE
 DL1477'THE STATION IS LOCATED HAS NOT BEEN UNDER CULTIVATION FOR
 DL1477'SEVERAL YEARS AND IS NOW COVERED WITH A DENSE GROWTH OF SMALL
 DL1477'PINE TREES AND IT WAS IMPOSSIBLE TO MEASURE TO THE 1941
 DL1477'REFERENCE MARKS OR TO FIND A SUITABLE PLACE TO ESTABLISH
 DL1477'NEW ONES.
 DL1477'
 DL1477'THE STATION IS LOCATED ABOUT 10.5 MILES EAST-SOUTHEAST OF
 DL1477'EMERSON, 10.5 MILES NORTH OF HAYNESVILLE, LOUISIANA AND 2.5
 DL1477'MILES NORTH OF THE ARKANSAS-LOUISIANA STATE LINE ON THE LAND
 DL1477'OF MR. W.G. HAYES.  IT IS ON THE HIGHEST POINT OF A SANDY
 DL1477'AND PINE COVERED HILL, THE HIGHEST POINT IN THE IMMEDIATE
 DL1477'VICINITY.  IT IS ABOUT 0.5 MILE NORTH OF THE HAYES HOME.
 DL1477'IT IS ABOUT 12 INCHES UNDERGROUND AND IS STAMPED HAYES 1941.
 DL1477'
 DL1477'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL ABOUT
 DL1477'10.0 FEET BELOW THE ELEVATION OF THE STATION IN A THICK PINE
 DL1477'GROWTH.  IT PROJECTS 3 INCHES AND IS STAMPED HAYES NO 1 1941.
 DL1477'
 DL1477'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL
 DL1477'ABOUT 15.0 FEET BELOW THE ELEVATION OF THE STATION IN A
 DL1477'THICK PINE GROWTH.  IT PROJECTS 3 INCHES AND IS STAMPED
 DL1477'HAYES NO 2 1941.
 DL1477'
 DL1477'THE AZIMUTH MARK IS 12.0 FEET EAST OF THE CENTER OF A TRACK
 DL1477'ROAD, 3.0 FEET NORTH OF A WITNESS POST AND ABOUT 0.25 MILE
 DL1477'SOUTHEAST OF THE HAYES HOME.  IT PROJECTS 4 INCHES AND IS
 DL1477'STAMPED HAYES 1941.
 DL1477'
 DL1477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 79
 DL1477'AND STATE HIGHWAY NO. 70 AT THE FIRE DEPARTMENT BUILDING
 DL1477'IN HAYNESVILLE, LOUISIANA, GO EASTERLY ON STATE HIGHWAY
 DL1477'NO. 70 FOR 6.75 TO A FORK 0.1 MILE BEYOND THE OWENS STORE
 DL1477'IN THE VILLAGE OF GORDON, TAKE THE LEFT FORK AND FOLLOW GRAVELED
 DL1477'ROAD NORTHEASTERLY FOR 5.5 MILES TO A T ROAD LEFT AT THE C.C.
 DL1477'LEWIS STORE.  TURN LEFT ON A GRADED ROAD FOR 3.45 MILES TO A
 DL1477'T INTERSECTION, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A
 DL1477'PRIVATE T ROAD RIGHT JUST NORTH OF AN EAST-WEST FENCE, TURN
 DL1477'RIGHT ON TRACK ROAD AND GO NORTHWESTERLY 0.65 MILE TO THE
 DL1477'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 DL1477'NORTHWESTERLY ON TRACK ROAD FOR 0.25 MILE TO THE END OF TRACK
 DL1477'ROAD AND THE HAYES HOME ON THE LEFT.  FROM THIS POINT
 DL1477'GO NORTH ACROSS A VERY SANDY FIELD FOR 0.5 MILE TO THE TOP
 DL1477'OF HILL AND THE STATION AS DESCRIBED.
 DL1477
 DL1477                          STATION RECOVERY (1964)
 DL1477
 DL1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1477'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1477'THE DESCRIPTION WAS NOT CHECKED FROM HAYNESVILLE, LOUISIANA,
 DL1477'BUT IT APPEARS THAT ROADS IN THE VICINITY OF THE STATION HAVE
 DL1477'BEEN CHANGED.  FOLLOWING IS A DESCRIPTION TO REACH STATION
 DL1477'FROM VILLAGE--TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82
 DL1477'AND STATE HIGHWAY 98, ABOUT 1.0 MILE SOUTH OF VILLAGE, GO
 DL1477'SOUTH ON GRAVEL ROAD FOR 3.05 MILE TO A T-INTERSECTION, TURN
 DL1477'RIGHT AND GO WEST AND SOUTHWEST FOR 1.0 MILE TO FORKS, TAKE
 DL1477'LEFT FORK AND CONTINUE FOR 2.7 MILES TO A REVERSE FORK,
 DL1477'CONTINUE SOUTH ON SURFACED ROAD FOR 3.4 MILES TO FORKS AT THE
 DL1477'ATLANTA STORE, TAKE LEFT FORK AND GO EAST AND SOUTH ON MAIN
 DL1477'ROAD FOR 6.2 MILES TO A WIRE GATE ON THE RIGHT ABOUT 0.1
 DL1477'MILE BEFORE MAIN ROAD TURNS LEFT, TURN RIGHT AND GO WEST
 DL1477'ON SAND ROAD FOR 0.6 MILE TO A POINT ABOUT 0.05 MILE
 DL1477'BEFORE REACHING AN OLD BUILDING SITE ON THE LEFT.  THE
 DL1477'STATION IS ON THE NORTH AND HIGHEST END OF A SAND RIDGE
 DL1477'ABOUT 0.25 MILE NORTH OF END OF TRUCK TRAVEL.
 DL1477'
 DL1477'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF OLD BUILDING
 DL1477'SITE, IN EDGE OF WOODS AND IS 75 YARDS SOUTHEAST OF A WIRE
 DL1477'GATE AT SOUTHEAST CORNER OF PASTURE.
 DL1477
 DL1477                          STATION RECOVERY (1965)
 DL1477
 DL1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1477'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE 1941
 DL1477'AND 1950 DESCRIPTION OF THE STATION IS INADEQUATE THEREFORE A NEW
 DL1477'DESCRIPTION FOLLOWS.
 DL1477'
 DL1477'STATION IS LOCATED IN A SMALL CLEARING, ON TOP OF A TIMBER COVERED
 DL1477'SAND HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 DL1477'STATION IS ABOUT 10-1/2 MILES EAST-SOUTHEAST OF EMERSON, 10-1/2
 DL1477'MILES NORTH OF HAYNESVILLE, LOUISIANA, 2-1/2 MILES NORTH OF THE
 DL1477'ARKANSAS-LOUISIANA STATE LINE, IN THE NORTH 1/2 OF SECTION 30.  T
 DL1477'19 S.  R 18 W, AND ON LAND WHICH IS OWNED BY A MR. LEROY HAYES
 DL1477'OF JUNCTION CITY, ARKANSAS.
 DL1477'
 DL1477'STATION IS REACHED FROM THE POST OFFICE IN EMERSON.  GO SOUTH ON
 DL1477'U.S. HIGHWAY 79 FOR 0.1 MILE TO A SURFACED CROSS ROAD.  TURN LEFT
 DL1477'AND GO EASTERLY ON THE SURFACED ROAD FOR 9.1 MILES TO A T-ROAD
 DL1477'JUNCTION WHICH IS IN THE SMALL SETTLEMENT OF ATLANTA.  TURN RIGHT
 DL1477'AND GO SOUTHEASTERLY AND SOUTH, ON A SURFACED AND GRAVELED
 DL1477'ROAD FOR 4.45 MILES TO A GRAVELED SIDE ROAD RIGHT.  CONTINUE
 DL1477'STRAIGHT AHEAD, ON GRAVELED ROAD FOR 0.45 MILE TO A SAND SIDE
 DL1477'ROAD RIGHT.  (THIS POINT IS ABOUT 150 YARDS NORTH OF A POINT
 DL1477'WHERE THE ROAD CURVES TO THE EAST).  TURN RIGHT AND GO WEST, ON THE
 DL1477'SAND ROAD FOR 0.4 MILE TO A LARGE SYCAMORE TREE ON THE RIGHT.
 DL1477'TURN RIGHT AND FOLLOW A DIM TRACK ROAD, NORTHERLY UPHILL TO THE
 DL1477'HIGHEST POINT OF THE HILL AND STATION.
 DL1477'
 DL1477'AZIMUTH MARK IS REACHED FROM THE LARGE SYCAMORE TREE.  GO SOUTHERLY,
 DL1477'ON A DIM TRACK ROAD FOR 0.1 MILE TO A WIRE GAP IN A NORTH-SOUTH
 DL1477'FENCELINE ON THE RIGHT.  THENCE LEFT AND CONTINUE SOUTHEAST FOR 0.1
 DL1477'MILE TO THE EDGE OF TIMBER AND AZIMUTH MARK.
 DL1477'
 DL1477'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 DL1477'MONUMENTS.
 DL1477'
 DL1477'STATION MARK DISK IS STAMPED HAYES 1941 AND THE MARK IS ABOUT 1
 DL1477'FOOT BELOW THE SURFACE OF THE GROUND.  MARK IS 29-1/2 FEET NORTH OF
 DL1477'A 12-INCH TRIANGULAR BLAZED PINE TREE, 26-1/2 FEET NORTH-NORTHEAST
 DL1477'OF A 6-INCH TRIANGULAR BLAZED PINE TREE AND 4 FEET WEST OF A METAL
 DL1477'WITNESS POST.
 DL1477'
 DL1477'REFERENCE MARK DISK NUMBER 1 IS STAMPED HAYES 1941 NO 1 AND THE
 DL1477'MARK PROJECTS ABOUT 2 INCHES.  MARK IS 6.3 FEET EAST OF A 6-INCH
 DL1477'PINE TREE AND ABOUT 100 FEET LOWER ELEVATION THAN THE STATION MARK.
 DL1477'
 DL1477'REFERENCE MARK DISK NUMBER 2 IS STAMPED HAYES 1941 NO 2 AND THE MARK
 DL1477'PROJECTS ABOUT 3 INCHES.  MARK IS 22.5 FEET SOUTH-SOUTHWEST OF A
 DL1477'12-INCH OAK TREE AND IS ABOUT 11 FEET LOWER ELEVATION THAN THE
 DL1477'STATION MARK.
 DL1477'
 DL1477'AZIMUTH MARK DISK IS STAMPED HAYES 1941 AND MARK PROJECTS ABOUT 4
 DL1477'INCHES.  MARK IS 18-1/2 FEET EAST OF THE CENTER OF A TRACK ROAD,
 DL1477'2.5 FEET NORTH OF A WOOD WITNESS POST AND 2.1 FEET NORTHWEST OF A
 DL1477'METAL WITNESS POST.
 DL1477'
 DL1477'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1477
 DL1477                          STATION RECOVERY (1966)
 DL1477
 DL1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 DL1477'STATION WAS RECOVERED IN GOOD CONDITION.
 DL1477'
 DL1477'CERTAIN MILEAGES IN 1965 TO REACH WERE FOUND TO BE IN ERROR.
 DL1477'AFTER TURNING RIGHT AT T-ROAD JUNCTION IN SMALL SETTLEMENT OF
 DL1477'ATLANTA, GO SOUTHEASTERLY AND SOUTH ON A SURFACED AND GRAVELED
 DL1477'ROAD FOR 5.75 MILES TO A GRAVELED SIDE ROAD RIGHT.  CONTINUE
 DL1477'STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.45 MILE TO A SAND SIDE
 DL1477'ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE SAND ROAD FOR 0.6
 DL1477'MILE TO A LARGE SYCAMORE TREE ON THE RIGHT.  TURN RIGHT AND
 DL1477'FOLLOW DIM TRACK ROAD NORTHERLY AND UPHILL TO HIGHEST POINT
 DL1477'OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2037 ***********************************************************************
 EJ2037  DESIGNATION -  HAZEL
 EJ2037  PID         -  EJ2037
 EJ2037  STATE/COUNTY-  AR/MONTGOMERY
 EJ2037  USGS QUAD   -  MOUNT IDA (1986)
 EJ2037
 EJ2037                         *CURRENT SURVEY CONTROL
 EJ2037  ___________________________________________________________________
 EJ2037* NAD 83(1997)-  34 30 10.09217(N)    093 41 30.18552(W)     ADJUSTED  
 EJ2037* NAVD 88     -       329.2    (meters)    1080.     (feet)  VERTCON   
 EJ2037  ___________________________________________________________________
 EJ2037  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 EJ2037  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EJ2037
 EJ2037  HORZ ORDER  -  THIRD
 EJ2037
 EJ2037.The horizontal coordinates were established by classical geodetic methods
 EJ2037.and adjusted by the National Geodetic Survey in September 1999..
 EJ2037
 EJ2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2037
 EJ2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2037
 EJ2037.The geoid height was determined by GEOID03.
 EJ2037
 EJ2037;                    North         East     Units Scale Factor Converg.
 EJ2037;SPC AR S     -   604,936.884   244,652.394   MT  0.99995179   -0 56 48.6
 EJ2037;SPC AR S     - 1,984,697.09    802,663.73   sFT  0.99995179   -0 56 48.6
 EJ2037;UTM  15      - 3,818,125.239   436,499.593   MT  0.99964970   -0 23 30.6
 EJ2037
 EJ2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2037!SPC AR S     -   0.99995280  x   0.99995179  =   0.99990459
 EJ2037!UTM  15      -   0.99995280  x   0.99964970  =   0.99960251
 EJ2037
 EJ2037|---------------------------------------------------------------------|
 EJ2037| PID    Reference Object                     Distance      Geod. Az  |
 EJ2037|                                                           dddmmss.s |
 EJ2037| CX6436 HAZEL RM 1                           16.338 METERS 09312     |
 EJ2037| CX6437 HAZEL RM 2                           13.650 METERS 22011     |
 EJ2037| EJ2044 GASTON                              APPROX.11.2 KM 3104529.6 |
 EJ2037|---------------------------------------------------------------------|
 EJ2037
 EJ2037                          SUPERSEDED SURVEY CONTROL
 EJ2037
 EJ2037  NAD 83(1997)-  34 30 10.09979(N)    093 41 30.18101(W) AD(       ) 3
 EJ2037  NAD 83(1986)-  34 30 10.10092(N)    093 41 30.17812(W) AD(       ) 3
 EJ2037  NAD 27      -  34 30 09.73560(N)    093 41 29.49350(W) AD(       ) 3
 EJ2037  NGVD 29 (07/19/86)  329.1    (m)         1080.     (f) VERT ANG       
 EJ2037
 EJ2037.Superseded values are not recommended for survey control.
 EJ2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2037.See file dsdata.txt to determine how the superseded data were derived.
 EJ2037
 EJ2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3650018125(NAD 83)
 EJ2037_MARKER: DS = TRIANGULATION STATION DISK
 EJ2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2037
 EJ2037  HISTORY     - Date     Condition        Report By
 EJ2037  HISTORY     - 1956     MONUMENTED       CGS
 EJ2037  HISTORY     - 1961     GOOD             CGS
 EJ2037
 EJ2037                          STATION DESCRIPTION
 EJ2037
 EJ2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2037'THE STATION IS IN THE OUACHITA NATIONAL FOREST, ABOUT 5
 EJ2037'MILES SOUTHWEST OF MT. IDA, 3-1/2 MILES NORTH-NORTHWEST OF
 EJ2037'NORMAN AND 1/4 MILE WEST OF STATE HIGHWAY 27.
 EJ2037'
 EJ2037'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 EJ2037'HIGHWAY 27 JUST NORTH OF THE BUSINESS DISTRICT IN MT. IDA,
 EJ2037'GO SOUTH AND SOUTHWEST ON STATE HIGHWAY 27 TOWARDS NORMAN FOR
 EJ2037'5.35 MILES TO A FORK AT THE TOP OF THE GRADE.  TAKE RIGHT
 EJ2037'FORK ON BLADED ROAD FOR 0.05 MILE TO A WOODS ROAD ON THE RIGHT.
 EJ2037'TURN RIGHT, THENCE KEEPING TWO MORE RIGHT FORKS, NORTHERLY,
 EJ2037'FOR 0.3 MILE TO THE SUMMIT OF THE TIMBERED HILL AND THE
 EJ2037'STATION ON THE LEFT IN A CLEARING.  A 4-WHEEL DRIVE VEHICLE IS
 EJ2037'REQUIRED TO DRIVE THE LAST 0.1 MILE TO THE END OF THE DIM
 EJ2037'ROAD.
 EJ2037'
 EJ2037'THE STATION, UNDERGROUND, REFERENCE MARKS 1 AND 2 ARE STANDARD
 EJ2037'DISKS SET IN CONCRETE POSTS.
 EJ2037'
 EJ2037'THE STATION MARK, STAMPED HAZEL 1956, PROJECTS ABOUT 2 INCHES.
 EJ2037'IT IS 22 FEET SOUTHWEST OF A BLAZED 12-INCH OAK TREE.
 EJ2037'
 EJ2037'REFERENCE MARK 1, STAMPED HAZEL NO 1 1956, PROJECTS ABOUT
 EJ2037'4 INCHES.
 EJ2037'
 EJ2037'REFERENCE MARK 2, STAMPED HAZEL NO 2 1956, PROJECTS ABOUT
 EJ2037'3 INCHES.
 EJ2037'
 EJ2037'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 EJ2037
 EJ2037                          STATION RECOVERY (1961)
 EJ2037
 EJ2037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2037'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2037'CONDITION.
 EJ2037'
 EJ2037'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM MT. IDA
 EJ2037'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2201 ***********************************************************************
 EH2201  DESIGNATION -  HAZEN
 EH2201  PID         -  EH2201
 EH2201  STATE/COUNTY-  AR/PRAIRIE
 EH2201  USGS QUAD   -  HAZEN (1994)
 EH2201
 EH2201                         *CURRENT SURVEY CONTROL
 EH2201  ___________________________________________________________________
 EH2201* NAD 83(1997)-  34 46 51.23194(N)    091 35 53.82245(W)     ADJUSTED  
 EH2201* NAVD 88     -        70.700  (meters)     231.95   (feet)  ADJUSTED  
 EH2201  ___________________________________________________________________
 EH2201  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EH2201  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2201  DYNAMIC HT  -          70.633 (meters)     231.74  (feet)  COMP
 EH2201  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 EH2201
 EH2201  HORZ ORDER  -  FIRST
 EH2201  VERT ORDER  -  FIRST     CLASS II
 EH2201
 EH2201.The horizontal coordinates were established by classical geodetic methods
 EH2201.and adjusted by the National Geodetic Survey in September 1999..
 EH2201
 EH2201.The orthometric height was determined by differential leveling
 EH2201.and adjusted by the National Geodetic Survey in June 1991..
 EH2201
 EH2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2201
 EH2201.The geoid height was determined by GEOID03.
 EH2201
 EH2201.The dynamic height is computed by dividing the NAVD 88
 EH2201.geopotential number by the normal gravity value computed on the
 EH2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2201.degrees latitude (g = 980.6199 gals.).
 EH2201
 EH2201.The modeled gravity was interpolated from observed gravity values.
 EH2201
 EH2201;                    North         East     Units Scale Factor Converg.
 EH2201;SPC AR S     -   634,574.780   436,769.423   MT  1.00000320   +0 13 29.4
 EH2201;SPC AR S     - 2,081,934.09  1,432,967.68   sFT  1.00000320   +0 13 29.4
 EH2201;UTM  15      - 3,849,640.928   628,253.422   MT  0.99980274   +0 47 58.9
 EH2201
 EH2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2201!SPC AR S     -   0.99999312  x   1.00000320  =   0.99999632
 EH2201!UTM  15      -   0.99999312  x   0.99980274  =   0.99979586
 EH2201
 EH2201:                Primary Azimuth Mark                     Grid Az
 EH2201:SPC AR S     -  CUNEO                                    270 39 25.8
 EH2201:UTM  15      -  CUNEO                                    270 04 56.3
 EH2201
 EH2201|---------------------------------------------------------------------|
 EH2201| PID    Reference Object                     Distance      Geod. Az  |
 EH2201|                                                           dddmmss.s |
 EH2201| EH2195 CUNEO                               APPROX. 3.5 KM 2705255.2 |
 EH2201| EH2202 HAZEN RM 1                            9.328 METERS 35505     |
 EH2201|---------------------------------------------------------------------|
 EH2201
 EH2201                          SUPERSEDED SURVEY CONTROL
 EH2201
 EH2201  NAD 83(1986)-  34 46 51.23594(N)    091 35 53.81792(W) AD(       ) 1
 EH2201  NAD 27      -  34 46 50.90279(N)    091 35 53.34138(W) AD(       ) 1
 EH2201  NGVD 29 (??/??/??)   70.686  (m)          231.91   (f) ADJUSTED    1 2
 EH2201
 EH2201.Superseded values are not recommended for survey control.
 EH2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2201.See file dsdata.txt to determine how the superseded data were derived.
 EH2201
 EH2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2825349641(NAD 83)
 EH2201_MARKER: DS = TRIANGULATION STATION DISK
 EH2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2201_STAMPING: HAZEN 1916 1920 BM
 EH2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2201+STABILITY: SURFACE MOTION
 EH2201
 EH2201  HISTORY     - Date     Condition        Report By
 EH2201  HISTORY     - 1916     MONUMENTED       CGS
 EH2201  HISTORY     - 1935     GOOD             CGS
 EH2201  HISTORY     - 1937     GOOD             ARGS
 EH2201  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH2201  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH2201  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH2201  HISTORY     - 1967     MARK NOT FOUND   CGS
 EH2201  HISTORY     - 1967     MARK NOT FOUND   CGS
 EH2201
 EH2201                          STATION DESCRIPTION
 EH2201
 EH2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH2201'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH2201'RAILWAY, 43.6 METERS (143 FEET) W OF MILE BOARD W OF HAZEN
 EH2201'RAILWAY STATION, AND 5.053 METERS (16.58 FEET) N OF N RAIL
 EH2201'OF MAIN TRACK.
 EH2201'
 EH2201'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 EH2201'SET IN CONCRETE.
 EH2201'
 EH2201'A STANDARD REFERENCE DISK SET IN CONCRETE, IS
 EH2201'9.328 METERS (30.60 FEET) FROM STATION, N 04 DEG 55 MIN W.
 EH2201'
 EH2201'STATION AND REFERENCE MARKS ARE STAMPED HAZEN 1916 B.M.1920.
 EH2201'ELEVATION OF STATION IS 70.686 METERS (231.909 FEET) OF
 EH2201'REFERENCE MARK, 70.398 METERS (230.964 FEET).
 EH2201
 EH2201                          STATION RECOVERY (1935)
 EH2201
 EH2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH2201'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS
 EH2201'75 FEET W OF 12TH TELEGRAPH POLE W OF MILEPOST 94, AND 30
 EH2201'FEET S OF N FENCE LINE.
 EH2201'
 EH2201'REFERENCE MARK NO.1 (1916) RECOVERED AS DESCRIBED IN GOOD
 EH2201'CONDITION, ON N FENCE LINE, 9.31 METERS (30.55 FEET) FROM
 EH2201'STATION, N 04 DEG 59 MIN 12 SEC W.
 EH2201'
 EH2201'REFERENCE MARK NO.2 (1935) IS A STANDARD BRONZE DISK SET
 EH2201'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, ON SMALL HILL
 EH2201'OR KNOLL, 27 FEET S OF S RAILROAD RAIL AND 31 FEET NW OF
 EH2201'HIGH TENSION POWER LINE POLE 2 H, 95.09 FEET SE OF THE 12TH
 EH2201'TELEGRAPH POLE W OF MILEPOST 94, 41.910 METERS (137.50 FEET
 EH2201'FROM STATION, S 67 DEG 56 MIN 06 SEC E.
 EH2201'
 EH2201'DISTANCE REFERENCE MARK NO.2 TO REFERENCE MARK NO.1 IS 46.750
 EH2201'METERS (153.36 FEET), N 58 DEG 38 MIN W.
 EH2201
 EH2201                          STATION RECOVERY (1937)
 EH2201
 EH2201'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1937
 EH2201'1 MI W FROM HAZEN.
 EH2201'ABOUT 1 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 EH2201'FROM THE STATION AT HAZEN, 70 FEET WEST OF POLE 94+12, 16.7 FEET NORTH
 EH2201'OF THE NORTH RAIL, 168 FEET NORTH OF CENTER LINE OF U.S. HIGHWAY 70,
 EH2201'30.6 FEET SOUTH OF R.M. HAZEN NO. 1, 31 FEET SOUTH OF THE RIGHT-OF-WAY
 EH2201'FENCE.  A STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 EH2201'CONCRETE POST.  NOTE-- 1954 REPORT--A NEW SIDE TRACK WAS PUT IN.
 EH2201
 EH2201                          STATION RECOVERY (1954)
 EH2201
 EH2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH2201'A CONSIDERABLE AMOUNT OF DIGGING WAS DONE IN ORDER TO LOCATE
 EH2201'THIS STATION.  NO EVIDENCE OF THE SURFACE OR SUBSURFACE
 EH2201'MARKS WAS FOUND.  RECENTLY THERE HAS BEEN SOME GRADING DONE
 EH2201'FOR DRAINAGE ALONG THE RAILROAD TRACK AT THIS LOCATION,
 EH2201'AND IT IS BELIEVED THAT THE MARKS WERE DESTROYED AT THAT
 EH2201'TIME.  THE TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 EH2201'AND FOUND TO BE IN GOOD CONDITION.
 EH2201'
 EH2201'THIS IS A TRAVERSE STATION.
 EH2201
 EH2201                          STATION RECOVERY (1954)
 EH2201
 EH2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH2201'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT MAY HAVE
 EH2201'BEEN DESTROYED WHEN A NEW SIDETRACK WAS PUT IN.
 EH2201'
 EH2201'REFERENCE MARK 1 IS 9 RAILS W OF A ROAD CROSSING, 153.3
 EH2201'FT. NW OF REFERENCE MARK 2, 157 FT. SW OF THE S END OF THE
 EH2201'CONCRETE FOUNDATION OF A LARGE BUTANE TANK, 75 FT. W OF
 EH2201'A TELEPHONE POLE, AND 47.3 FT. N OF THE N RAIL.  A REFERENCE-MARK
 EH2201'DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH2201'THE GROUND, AND STAMPED RM 1 1916 BM 1920 BM.  THIS MARK
 EH2201'IS 1.05 MI. W ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2201'RAILROAD FROM THE STATION AT HAZEN.
 EH2201'
 EH2201'REFERENCE MARK 2 IS 153.3 FT. SE OF REFERENCE MARK 1, 5
 EH2201'RAILS W OF A ROAD CROSSING, 122 FT. N OF THE CENTERLINE
 EH2201'OF U.S. HIGHWAY 70, 31 FT. NW OF A TELEPHONE POLE, 26 FT.
 EH2201'S OF THE S RAIL, AND 1 FT. N OF A WITNESS POST.  A REFERENCE-MARK
 EH2201'DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH2201'THE GROUND, AND STAMPED RM 2 HAZEN 1916 1920.
 EH2201
 EH2201                          STATION RECOVERY (1956)
 EH2201
 EH2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CWE)
 EH2201'STATION NOT RECOVERED, CAREFUL MEASUREMENTS WERE MADE FROM
 EH2201'BOTH REFERENCE MARKS, WHICH WERE RECOVERED IN GOOD CONDITION.
 EH2201'GROUND WAS CAREFULLY PROBED WITH 30-INCH PROBE WITHOUT ENCOUNTERING
 EH2201'THE MONUMENT.  THIS MONUMENT WAS PROBABLY DESTROYED BY
 EH2201'CONSTRUCTION OF NEW SWITCH AND LINE TO HAZEN GRAIN ELEVATOR, SINCE
 EH2201'SWITCH WAS NOT MENTIONED IN ORIGINAL OR LATER DESCRIPTIONS.
 EH2201
 EH2201                          STATION RECOVERY (1967)
 EH2201
 EH2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH2201'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 EH2201'WAS SEARCHED FOR BUT COULD NOT BE FOUND AND THE STATION WAS REPORTED
 EH2201'NOT FOUND IN 1954 BY J.C.M. AND H.D.R.
 EH2201'
 EH2201'A CAREFUL SEARCH WAS MADE AT THIS TIME FOR THE STATION AND REFERENCE
 EH2201'MARK 1, BUT THE MARKS WERE NOT FOUND.
 EH2201'
 EH2201'FOLLOWING IS A DESCRIPTION OF REFERENCE MARK 2.  IT IS A STANDARD
 EH2201'DISK, STAMPED HAZEN RM 2 1916 1920, SET IN THE TOP OF A 12 INCH
 EH2201'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 1.05
 EH2201'MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2201'THE STATION AT HAZEN, 5 RAILS WEST OF A ROAD CROSSING, 122 FEET
 EH2201'NORTH OF THE CENTER OF U.S. HIGHWAY 70, 26 FEET SOUTH OF THE SOUTH
 EH2201'RAIL, 30 FEET NORTHWEST OF A TELEPHONE LINE POLE AND 1 FOOT NORTH
 EH2201'OF A METAL WITNESS POST.
 EH2201'
 EH2201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.05 MILES WEST
 EH2201'OF HAZEN.
 EH2201
 EH2201                          STATION RECOVERY (1967)
 EH2201
 EH2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3050 ***********************************************************************
 EH3050  DESIGNATION -  HAZEN ARK RICE GROWERS DRIER
 EH3050  PID         -  EH3050
 EH3050  STATE/COUNTY-  AR/PRAIRIE
 EH3050  USGS QUAD   -  HAZEN (1994)
 EH3050
 EH3050                         *CURRENT SURVEY CONTROL
 EH3050  ___________________________________________________________________
 EH3050* NAD 83(1997)-  34 46 52.03527(N)    091 35 44.64017(W)     ADJUSTED  
 EH3050* NAVD 88     -                                                        
 EH3050  ___________________________________________________________________
 EH3050  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 EH3050  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH3050
 EH3050  HORZ ORDER  -  THIRD
 EH3050
 EH3050.The horizontal coordinates were established by classical geodetic methods
 EH3050.and adjusted by the National Geodetic Survey in September 1999..
 EH3050
 EH3050
 EH3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3050
 EH3050.The geoid height was determined by GEOID03.
 EH3050
 EH3050;                    North         East     Units Scale Factor Converg.
 EH3050;SPC AR S     -   634,600.454   437,002.786   MT  1.00000326   +0 13 34.6
 EH3050;SPC AR S     - 2,082,018.32  1,433,733.31   sFT  1.00000326   +0 13 34.6
 EH3050;UTM  15      - 3,849,668.937   628,486.469   MT  0.99980347   +0 48 04.2
 EH3050
 EH3050                          SUPERSEDED SURVEY CONTROL
 EH3050
 EH3050  NAD 83(1986)-  34 46 52.03909(N)    091 35 44.63621(W) AD(       ) 4
 EH3050  NAD 27      -  34 46 51.58272(N)    091 35 44.17955(W) AD(       ) 3
 EH3050
 EH3050.Superseded values are not recommended for survey control.
 EH3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3050.See file dsdata.txt to determine how the superseded data were derived.
 EH3050
 EH3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2848649669(NAD 83)
 EH3050_MARKER: 65 = GRAIN ELEVATOR
 EH3050
 EH3050  HISTORY     - Date     Condition        Report By
 EH3050  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH3050
 EH3050                          STATION DESCRIPTION
 EH3050
 EH3050'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH3050'THE STATION IS LOCATED 0.9 MILE WEST OF THE CENTER OF HAZEN,
 EH3050'ALONG US HIGHWAY 70.  IT IS A CONCRETE STRUCTURE HAVING
 EH3050'2 HEAD HOUSES ABOUT EQUAL IN HEIGHT, THE TALLER OF THE TWO
 EH3050'BEING ABOUT 125 FEET HIGH, AND IN THE CENTER OF THE STRUCTURE.
 EH3050'A TEMPORARY A-FRAME, ABOUT IN THE CENTER OF THE TALLER (CENTER)
 EH3050'HEAD HOUSE, WAS THE OBJECT OBSERVED ON.
 EH3050'
 EH3050'NOTE- AN AIRCRAFT WARNING LIGHT, WHICH IS NOW ON THE LOWER
 EH3050'(EAST) HEAD HOUSE, IS TO BE MOVED TO THE HIGHER HEAD HOUSE,
 EH3050'AND WILL OCCUPY ABOUT THE SAME POSITION AS THE PRESENT TEMPORARY
 EH3050'A-FRAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3051 ***********************************************************************
 EH3051  DESIGNATION -  HAZEN MUNICIPAL TANK
 EH3051  PID         -  EH3051
 EH3051  STATE/COUNTY-  AR/PRAIRIE
 EH3051  USGS QUAD   -  HAZEN (1994)
 EH3051
 EH3051                         *CURRENT SURVEY CONTROL
 EH3051  ___________________________________________________________________
 EH3051* NAD 83(1997)-  34 46 54.14585(N)    091 34 50.03095(W)     ADJUSTED  
 EH3051* NAVD 88     -                                                        
 EH3051  ___________________________________________________________________
 EH3051  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EH3051  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH3051
 EH3051  HORZ ORDER  -  THIRD
 EH3051
 EH3051.The horizontal coordinates were established by classical geodetic methods
 EH3051.and adjusted by the National Geodetic Survey in September 1999..
 EH3051
 EH3051
 EH3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3051
 EH3051.The geoid height was determined by GEOID03.
 EH3051
 EH3051;                    North         East     Units Scale Factor Converg.
 EH3051;SPC AR S     -   634,671.079   438,390.961   MT  1.00000339   +0 14 05.1
 EH3051;SPC AR S     - 2,082,250.03  1,438,287.68   sFT  1.00000339   +0 14 05.1
 EH3051;UTM  15      - 3,849,753.472   629,873.591   MT  0.99980789   +0 48 35.4
 EH3051
 EH3051                          SUPERSEDED SURVEY CONTROL
 EH3051
 EH3051  NAD 83(1986)-  34 46 54.15000(N)    091 34 50.02679(W) AD(       ) 4
 EH3051  NAD 27      -  34 46 53.81669(N)    091 34 49.56215(W) AD(       ) 3
 EH3051
 EH3051.Superseded values are not recommended for survey control.
 EH3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3051.See file dsdata.txt to determine how the superseded data were derived.
 EH3051
 EH3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2987449753(NAD 83)
 EH3051_MARKER: 51 = TANK
 EH3051_SETTING: 0 = UNSPECIFIED SETTING
 EH3051
 EH3051  HISTORY     - Date     Condition        Report By
 EH3051  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3051
 EH3051                          STATION DESCRIPTION
 EH3051
 EH3051'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2202 ***********************************************************************
 EH2202  DESIGNATION -  HAZEN RM 1
 EH2202  PID         -  EH2202
 EH2202  STATE/COUNTY-  AR/PRAIRIE
 EH2202  USGS QUAD   -  HAZEN (1994)
 EH2202
 EH2202                         *CURRENT SURVEY CONTROL
 EH2202  ___________________________________________________________________
 EH2202* NAD 83(1986)-  34 46 51.     (N)    091 35 53.     (W)     SCALED    
 EH2202* NAVD 88     -        70.410  (meters)     231.00   (feet)  ADJUSTED  
 EH2202  ___________________________________________________________________
 EH2202  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2202  DYNAMIC HT  -          70.344 (meters)     230.79  (feet)  COMP
 EH2202  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 EH2202
 EH2202  VERT ORDER  -  FIRST     CLASS II
 EH2202
 EH2202.The horizontal coordinates were scaled from a topographic map and have
 EH2202.an estimated accuracy of +/- 6 seconds.
 EH2202
 EH2202.The orthometric height was determined by differential leveling
 EH2202.and adjusted by the National Geodetic Survey in June 1991..
 EH2202
 EH2202.The geoid height was determined by GEOID03.
 EH2202
 EH2202.The dynamic height is computed by dividing the NAVD 88
 EH2202.geopotential number by the normal gravity value computed on the
 EH2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2202.degrees latitude (g = 980.6199 gals.).
 EH2202
 EH2202.The modeled gravity was interpolated from observed gravity values.
 EH2202
 EH2202;                    North         East    Units  Estimated Accuracy
 EH2202;SPC AR S     -   634,570.      436,790.      MT  (+/- 180 meters Scaled)
 EH2202
 EH2202                          SUPERSEDED SURVEY CONTROL
 EH2202
 EH2202  NGVD 29 (??/??/??)   70.417  (m)          231.03   (f) ADJUSTED    1 2
 EH2202
 EH2202.Superseded values are not recommended for survey control.
 EH2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2202.See file dsdata.txt to determine how the superseded data were derived.
 EH2202
 EH2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU282496(NAD 83)
 EH2202_MARKER: DR = REFERENCE MARK DISK
 EH2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2202_STAMPING: R M 1 1916 B M 1920 B M
 EH2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2202+STABILITY: SURFACE MOTION
 EH2202
 EH2202  HISTORY     - Date     Condition        Report By
 EH2202  HISTORY     - 1916     MONUMENTED       CGS
 EH2202  HISTORY     - 1954     GOOD             CGS
 EH2202  HISTORY     - 1967     MARK NOT FOUND   CGS
 EH2202
 EH2202                          STATION DESCRIPTION
 EH2202
 EH2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2202'1.05 MI W FROM HAZEN.
 EH2202'1.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2202'FROM THE STATION AT HAZEN, 9 RAILS WEST OF A ROAD CROSSING, 153.3 FEET
 EH2202'NORTHWEST OF HAZEN R.M. 2, 157 FEET SOUTHWEST OF THE SOUTH END OF THE
 EH2202'CONCRETE FOUNDATION OF A LARGE BUTANE TANK, 75 FEET WEST OF A
 EH2202'TELEPHONE POLE, 47.3 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF A
 EH2202'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH2202
 EH2202                          STATION RECOVERY (1967)
 EH2202
 EH2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2203 ***********************************************************************
 EH2203  DESIGNATION -  HAZEN RM 2
 EH2203  PID         -  EH2203
 EH2203  STATE/COUNTY-  AR/PRAIRIE
 EH2203  USGS QUAD   -  HAZEN (1994)
 EH2203
 EH2203                         *CURRENT SURVEY CONTROL
 EH2203  ___________________________________________________________________
 EH2203* NAD 83(1986)-  34 46 50.     (N)    091 35 51.     (W)     SCALED    
 EH2203* NAVD 88     -        71.106  (meters)     233.29   (feet)  ADJUSTED  
 EH2203  ___________________________________________________________________
 EH2203  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2203  DYNAMIC HT  -          71.039 (meters)     233.07  (feet)  COMP
 EH2203  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 EH2203
 EH2203  VERT ORDER  -  FIRST     CLASS II
 EH2203
 EH2203.The horizontal coordinates were scaled from a topographic map and have
 EH2203.an estimated accuracy of +/- 6 seconds.
 EH2203
 EH2203.The orthometric height was determined by differential leveling
 EH2203.and adjusted by the National Geodetic Survey in June 1991..
 EH2203
 EH2203.The geoid height was determined by GEOID03.
 EH2203
 EH2203.The dynamic height is computed by dividing the NAVD 88
 EH2203.geopotential number by the normal gravity value computed on the
 EH2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2203.degrees latitude (g = 980.6199 gals.).
 EH2203
 EH2203.The modeled gravity was interpolated from observed gravity values.
 EH2203
 EH2203;                    North         East    Units  Estimated Accuracy
 EH2203;SPC AR S     -   634,540.      436,840.      MT  (+/- 180 meters Scaled)
 EH2203
 EH2203                          SUPERSEDED SURVEY CONTROL
 EH2203
 EH2203  NGVD 29 (??/??/??)   71.114  (m)          233.31   (f) ADJUSTED    1 2
 EH2203
 EH2203.Superseded values are not recommended for survey control.
 EH2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2203.See file dsdata.txt to determine how the superseded data were derived.
 EH2203
 EH2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU283496(NAD 83)
 EH2203_MARKER: DR = REFERENCE MARK DISK
 EH2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2203_STAMPING: HAZEN RM 2 1916 1920
 EH2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2203+STABILITY: SURFACE MOTION
 EH2203
 EH2203  HISTORY     - Date     Condition        Report By
 EH2203  HISTORY     - 1935     MONUMENTED       CGS
 EH2203  HISTORY     - 1967     GOOD             CGS
 EH2203
 EH2203                          STATION DESCRIPTION
 EH2203
 EH2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2203'1.05 MI W FROM HAZEN.
 EH2203'IT IS 1.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2203'RAILROAD FROM THE STATION AT HAZEN, 5 RAILS WEST OF A ROAD CROSSING,
 EH2203'122 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 70, 26 FEET SOUTH OF THE
 EH2203'SOUTH RAIL, 30 FEET NORTHWEST OF A TELEPHONE LINE POLE, 1 FOOT NORTH
 EH2203'OF A METAL WITNESS POST AND SET IN THE TOP OF A 12 INCH SQUARE
 EH2203'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1932 ***********************************************************************
 FG1932  DESIGNATION -  HEALTH
 FG1932  PID         -  FG1932
 FG1932  STATE/COUNTY-  AR/MADISON
 FG1932  USGS QUAD   -  DELANEY (1973)
 FG1932
 FG1932                         *CURRENT SURVEY CONTROL
 FG1932  ___________________________________________________________________
 FG1932* NAD 83(1997)-  35 47 15.91437(N)    093 56 33.31009(W)     ADJUSTED  
 FG1932* NAVD 88     -       735.7    (meters)    2414.     (feet)  VERTCON   
 FG1932  ___________________________________________________________________
 FG1932  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FG1932  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG1932
 FG1932  HORZ ORDER  -  FIRST
 FG1932
 FG1932.The horizontal coordinates were established by classical geodetic methods
 FG1932.and adjusted by the National Geodetic Survey in September 1999..
 FG1932
 FG1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1932
 FG1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1932
 FG1932.The geoid height was determined by GEOID03.
 FG1932
 FG1932;                    North         East     Units Scale Factor Converg.
 FG1932;SPC AR N     -   163,088.786   224,402.685   MT  0.99994222   -1 07 49.4
 FG1932;SPC AR N     -   535,067.13    736,227.81   sFT  0.99994222   -1 07 49.4
 FG1932;UTM  15      - 3,960,817.447   414,818.674   MT  0.99968941   -0 33 04.5
 FG1932
 FG1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1932!SPC AR N     -   0.99988895  x   0.99994222  =   0.99983117
 FG1932!UTM  15      -   0.99988895  x   0.99968941  =   0.99957839
 FG1932
 FG1932|---------------------------------------------------------------------|
 FG1932| PID    Reference Object                     Distance      Geod. Az  |
 FG1932|                                                           dddmmss.s |
 FG1932| FG1931 HEALTH LOT                           17.716 METERS 17300     |
 FG1932| CI1589 HEALTH RM 1                          20.416 METERS 18521     |
 FG1932| FG1928 WHITE ROCK TOWER RM 1               APPROX.11.0 KM 1864659.3 |
 FG1932| CI1590 HEALTH RM 2                          27.535 METERS 28014     |
 FG1932| FG1935 DURHAM ATT MICROWAVE                APPROX.13.6 KM 3405618.0 |
 FG1932|---------------------------------------------------------------------|
 FG1932
 FG1932                          SUPERSEDED SURVEY CONTROL
 FG1932
 FG1932  NAD 83(1997)-  35 47 15.92517(N)    093 56 33.30994(W) AD(       ) 1
 FG1932  NAD 83(1986)-  35 47 15.92417(N)    093 56 33.30919(W) AD(       ) 1
 FG1932  NAD 27      -  35 47 15.63807(N)    093 56 32.60120(W) AD(       ) 1
 FG1932  NGVD 29 (07/19/86)  735.5    (m)         2413.     (f) VERT ANG       
 FG1932
 FG1932.Superseded values are not recommended for survey control.
 FG1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1932.See file dsdata.txt to determine how the superseded data were derived.
 FG1932
 FG1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1481960817(NAD 83)
 FG1932_MARKER: DS = TRIANGULATION STATION DISK
 FG1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1932_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1932
 FG1932  HISTORY     - Date     Condition        Report By
 FG1932  HISTORY     - 1971     MONUMENTED       NGS
 FG1932
 FG1932                          STATION DESCRIPTION
 FG1932
 FG1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1932'THE STATION IS ABOUT 8-1/2 MILES WEST AND 2 MILES SOUTH OF BRASHERS,
 FG1932'7 MILES WEST AND 6-1/2 MILE NORTH OF CASS, 4-1/2 MILES SOUTH AND 2
 FG1932'1/2 MILES WEST OF DELANEY, IN THE NORTHWEST 1/4 OF SECTION 23, T.
 FG1932'13 N., R. 28 W., NEAR THE HEALTH LOOKOUT TOWER AND ON U. S. FOREST
 FG1932'SERVICE PROPERTY.
 FG1932'
 FG1932'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 16
 FG1932'IN BRASHERS, GO NORTHWESTERLY ON STATE HIGHWAY 16 FOR 7.2 MILES TO
 FG1932'THE SMALL VILLAGE OF DELANEY.  CONTINUE NORTHWEST ON HIGHWAY 16 FOR
 FG1932'2.0 MILES TO A GRAVELED ROAD THAT ANGLES TO THE LEFT AND A STORE
 FG1932'IN THE ANGLE OF THE ROADS.  BEAR LEFT AND GO WESTERLY AND
 FG1932'SOUTHERLY ON GRAVELED ROAD FOR 3.4 MILES TO A CHURCH AND CEMETERY
 FG1932'ON THE LEFT.  CONTINUE WESTERLY ON GRAVELED ROAD FOR 2.25 MILES
 FG1932'TO A T-ROAD AND A CHURCH AND CEMETERY.  TURN LEFT AND GO SOUTH,
 FG1932'FOLLOWING MAIN TRAVELED ROAD FOR 2.75 MILES TO A SIDE ROAD RIGHT.
 FG1932'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.
 FG1932'TURN LEFT AND GO EAST FOR 0.05 MILE TO THE LOOKOUT TOWER AND THE
 FG1932'STATION.
 FG1932'
 FG1932'STATION MARK IS A STANDARD DISK, STAMPED HEALTH 1971, SET IN THE TOP
 FG1932'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 FG1932'GROUND SURFACE.  IT IS 51.0 FEET NORTHWEST OF THE NORTHEAST LEG OF
 FG1932'THE LOOKOUT TOWER, 46.0 FEET NORTH OF THE NORTHWEST LEG OF THE
 FG1932'LOOK OUT TOWER AND 5.0 FEET SOUTHWEST OF THE WITNESS POST.  THE
 FG1932'UNDERGROUND MARK IS STAMPED HEALTH 1971, SET IN AN IRREGULAR MASS OF
 FG1932'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 FG1932'
 FG1932'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HEALTH NO 1 1971,
 FG1932'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE SOUTHWEST
 FG1932'LEG OF THE LOOKOUT TOWER.  IT IS ABOUT 1 FOOT HIGHER THAN THE
 FG1932'STATION.
 FG1932'
 FG1932'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEALTH NO 2 1971, SET IN
 FG1932'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 FG1932'INCHES ABOVE THE GROUND.  IT IS 118.0 FEET NORTHWEST OF THE
 FG1932'SOUTHWEST LEG OF THE LOOKOUT TOWER, 94.6 FEET WEST OF THE WITNESS
 FG1932'POST, 38.0 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND
 FG1932'ABOUT 2 FEET LOWER THAN THE STATION.
 FG1932'
 FG1932'NOTE--THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1932'
 FG1932'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1931 ***********************************************************************
 FG1931  DESIGNATION -  HEALTH LOT
 FG1931  PID         -  FG1931
 FG1931  STATE/COUNTY-  AR/MADISON
 FG1931  USGS QUAD   -  DELANEY (1973)
 FG1931
 FG1931                         *CURRENT SURVEY CONTROL
 FG1931  ___________________________________________________________________
 FG1931* NAD 83(1997)-  35 47 15.34384(N)    093 56 33.22416(W)     ADJUSTED  
 FG1931* NAVD 88     -                                                        
 FG1931  ___________________________________________________________________
 FG1931  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FG1931  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG1931
 FG1931  HORZ ORDER  -  THIRD
 FG1931
 FG1931.The horizontal coordinates were established by classical geodetic methods
 FG1931.and adjusted by the National Geodetic Survey in September 1999..
 FG1931
 FG1931
 FG1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1931
 FG1931.The geoid height was determined by GEOID03.
 FG1931
 FG1931;                    North         East     Units Scale Factor Converg.
 FG1931;SPC AR N     -   163,071.164   224,404.495   MT  0.99994221   -1 07 49.4
 FG1931;SPC AR N     -   535,009.31    736,233.75   sFT  0.99994221   -1 07 49.4
 FG1931;UTM  15      - 3,960,799.849   414,820.662   MT  0.99968940   -0 33 04.4
 FG1931
 FG1931                          SUPERSEDED SURVEY CONTROL
 FG1931
 FG1931  NAD 83(1997)-  35 47 15.35465(N)    093 56 33.22401(W) AD(       ) 4
 FG1931  NAD 83(1986)-  35 47 15.35364(N)    093 56 33.22325(W) AD(       ) 4
 FG1931  NAD 27      -  35 47 15.06753(N)    093 56 32.51526(W) AD(       ) 3
 FG1931
 FG1931.Superseded values are not recommended for survey control.
 FG1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1931.See file dsdata.txt to determine how the superseded data were derived.
 FG1931
 FG1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1482160800(NAD 83)
 FG1931_MARKER: 57 = LOOKOUT TOWER
 FG1931
 FG1931  HISTORY     - Date     Condition        Report By
 FG1931  HISTORY     - 1971     FIRST OBSERVED   USFS
 FG1931
 FG1931                          STATION DESCRIPTION
 FG1931
 FG1931'DESCRIBED BY US FOREST SERVICE 1971 (ILC)
 FG1931'THE STATION IS THE CENTER OF THE BASE OF A 110 FEET HIGH LOOKOUT
 FG1931'TOWER, LOCATED ABOUT 8-1/2 MILES WEST AND 2 MILES SOUTH OF BRASHERS,
 FG1931'7 MILES WEST AND 6-1/2 MILES NORTH OF CASS, 4-1/2 MILES SOUTH AND 2
 FG1931'1/2 MILES WEST OF DELANEY.
 FG1931'
 FG1931'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 16 IN
 FG1931'BRASHERS, GO NORTHWESTERLY ON STATE HIGHWAY 16 FOR 7.2 MILES TO THE
 FG1931'SMALL VILLAGE OF DELANEY.  CONTINUE NORTHWEST ON HIGHWAY 16 FOR 2.0
 FG1931'MILES TO A GRAVELED ROAD THAT ANGLES TO THE LEFT AND A STORE IN
 FG1931'THE ANGLE OF THE ROADS.  BEAR LEFT AND GO WEST AND NORTH ON
 FG1931'GRAVELED ROAD FOR 3.4 MILES TO A CHURCH AND CEMETERY ON THE
 FG1931'LEFT.  CONTINUE WESTERLY ON GRAVELED ROAD FOR 2.25 MILES TO A
 FG1931'T-ROAD AND A CHURCH AND CEMETERY.  TURN LEFT AND GO SOUTH, FOLLOWING
 FG1931'MAIN TRAVELED ROAD FOR 2.75 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 FG1931'SOUTH ON GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 FG1931'AND GO EAST FOR 0.05 MILE TO THE LOOKOUT TOWER.
 FG1931'
 FG1931'A MEASURED DISTANCE WAS MADE FROM TRIANGULATION STATION HEALTH, THE
 FG1931'DISTANCE BEING 58.13 FEET OR 17.716 METERS SOUTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1947 ***********************************************************************
 FG1947  HT_MOD      -  This is a Height Modernization Survey Station.
 FG1947  FBN         -  This is a Federal Base Network Control Station.
 FG1947  PACS        -  This is a Primary Airport Control Station.
 FG1947  DESIGNATION -  HEBEPORT
 FG1947  PID         -  FG1947
 FG1947  STATE/COUNTY-  AR/CLEBURNE
 FG1947  USGS QUAD   -  BROWNSVILLE (1981)
 FG1947
 FG1947                         *CURRENT SURVEY CONTROL
 FG1947  ___________________________________________________________________
 FG1947* NAD 83(1997)-  35 30 51.85244(N)    092 00 28.63041(W)     ADJUSTED  
 FG1947* NAVD 88     -       192.46   (meters)     631.4    (feet)  GPS OBS   
 FG1947  ___________________________________________________________________
 FG1947  X           -    -182,115.239 (meters)                     COMP
 FG1947  Y           -  -5,194,425.855 (meters)                     COMP
 FG1947  Z           -   3,684,564.707 (meters)                     COMP
 FG1947  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 FG1947  ELLIP HEIGHT-         164.98  (meters)          (09/08/03) GPS OBS
 FG1947  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FG1947
 FG1947  HORZ ORDER  -  B
 FG1947  ELLP ORDER  -  FOURTH    CLASS I
 FG1947
 FG1947.This mark is at Heber Springs Airport (HBZ)
 FG1947
 FG1947.The horizontal coordinates were established by GPS observations
 FG1947.and adjusted by the National Geodetic Survey in September 2003..
 FG1947
 FG1947.The orthometric height was determined by GPS observations and a
 FG1947.high-resolution geoid model.
 FG1947
 FG1947.GPS derived orthometric heights for airport stations designated as
 FG1947.PACS or SACS are published to 2 decimal places.  This maintains
 FG1947.centimeter relative accuracy between the PACS and SACS.  It does
 FG1947.not indicate centimeter accuracy relative to other marks which are
 FG1947.part of the NAVD 88 network.
 FG1947
 FG1947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1947
 FG1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1947
 FG1947.The ellipsoidal height was determined by GPS observations
 FG1947.and is referenced to NAD 83.
 FG1947
 FG1947.The geoid height was determined by GEOID03.
 FG1947
 FG1947;                    North         East     Units Scale Factor Converg.
 FG1947;SPC AR N     -   131,029.534   399,278.613   MT  0.99993667   -0 00 16.7
 FG1947;SPC AR N     -   429,886.06  1,309,966.58   sFT  0.99993667   -0 00 16.7
 FG1947;UTM  15      - 3,930,543.306   589,957.237   MT  0.99969972   +0 34 34.8
 FG1947
 FG1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1947!SPC AR N     -   0.99997411  x   0.99993667  =   0.99991078
 FG1947!UTM  15      -   0.99997411  x   0.99969972  =   0.99967383
 FG1947
 FG1947:                Primary Azimuth Mark                     Grid Az
 FG1947:SPC AR N     -  HEBEPORT AZ MK                           239 20 50.6
 FG1947:UTM  15      -  HEBEPORT AZ MK                           238 45 59.1
 FG1947
 FG1947|---------------------------------------------------------------------|
 FG1947| PID    Reference Object                     Distance      Geod. Az  |
 FG1947|                                                           dddmmss.s |
 FG1947| FG1948 HEBEPORT AZ MK                      APPROX. 0.9 KM 2392033.9 |
 FG1947|---------------------------------------------------------------------|
 FG1947
 FG1947                          SUPERSEDED SURVEY CONTROL
 FG1947
 FG1947  ELLIP H (07/20/01)  164.99   (m)                       GP(       ) 4 1
 FG1947  NAD 83(1997)-  35 30 51.85265(N)    092 00 28.63095(W) AD(       ) B
 FG1947  ELLIP H (09/19/97)  164.99   (m)                       GP(       ) 4 1
 FG1947  NAD 83(1986)-  35 30 51.86690(N)    092 00 28.62583(W) AD(       ) 1
 FG1947  NGVD 29 (11/13/90)  192.6    (m)          632.     (f) GPS OBS        
 FG1947
 FG1947.Superseded values are not recommended for survey control.
 FG1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1947.See file dsdata.txt to determine how the superseded data were derived.
 FG1947
 FG1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8995730543(NAD 83)
 FG1947_MARKER: DH = HORIZONTAL CONTROL DISK
 FG1947_SETTING: 66 = SET IN ROCK OUTCROP
 FG1947_SP_SET: IN A DRILL HOLE IN BEDROCK
 FG1947_STAMPING: HEBEPORT 1990
 FG1947_MARK LOGO: NGS   
 FG1947_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1947+STABILITY: POSITION/ELEVATION WELL
 FG1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1947+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2002
 FG1947
 FG1947  HISTORY     - Date     Condition        Report By
 FG1947  HISTORY     - 1990     MONUMENTED       NGS
 FG1947  HISTORY     - 19970220 GOOD             NGS
 FG1947  HISTORY     - 20000113 GOOD             NGS
 FG1947  HISTORY     - 20020212 GOOD             USACE
 FG1947  HISTORY     - 20020416 GOOD             EMCINC
 FG1947
 FG1947                          STATION DESCRIPTION
 FG1947
 FG1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1947'STATION IS LOCATED ABOUT 22.8 KM (14.2 MI) NORTHEAST OF QUITMAN, 17.2
 FG1947'KM (10.7 MI) SOUTHEAST OF HIGDEN, AND 3.3 KM (2.1 MI) NORTH-NORTHEAST
 FG1947'OF HEBER SPRINGS.  AT THE HEBER SPRINGS MUNICIPAL AIRPORT.
 FG1947'OWNERSHIP--CITY OF HEBER SPRINGS AR 72543. AIRPORT MANAGER IS
 FG1947'E.U.LATCH, BOX 432, HEBER SPRINGS, AR 72543. PHONE IS 501-362-3294.
 FG1947'TO REACH FROM THE COUNTY COURTHOUSE IN HEBER SPRINGS.  GO EAST, NORTH,
 FG1947'AND EAST ON STATE HIGHWAY 25 FOR 4.39 KM (2.73 MI) TO A PAVED ROAD ON
 FG1947'THE RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE AIRPORT
 FG1947'ENTRANCE ROAD FOR 0.38 KM (0.24 MI) TO A GATE AND THE AIRPORT OFFICE
 FG1947'ON THE LEFT.  PASS THROUGH THE GATE AND TURN RIGHT AND GO SOUTHEAST
 FG1947'ACROSS AN APRON AND ALONG A TAXIWAY FOR 0.08 KM (0.05 MI) TO A
 FG1947'TAXIWAY.  TURN LEFT AND GO NORTHEAST ON THE TAXIWAY FOR 0.42 KM
 FG1947'(0.26 MI) TO THE STATION ON THE RIGHT.
 FG1947'THE STATION IS IN A 4 X 6 FT (1.8 M) PIECE OF EXPOSED BEDROCK. IT IS
 FG1947'SET 56.0 M (183.7 FT) SOUTHWEST OF THE CENTERLINE OF A TAXIWAY, 34.9
 FG1947'M (114.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF A TAXIWAY AND 27.1
 FG1947'M (88.9 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE RUNWAY.
 FG1947'THERE IS A LOCKED GATE AT THIS AIRPORT.
 FG1947'DESCRIBED BY R.D.BALL
 FG1947
 FG1947                          STATION RECOVERY (1997)
 FG1947
 FG1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FG1947'THE STATION IS LOCATED ABOUT 42 KM (26.10 MI) NORTHWEST OF SEARCY, 3
 FG1947'KM (1.85 MI) NORTH-NORTHEAST OF HEBER SPRINGS, AT THE HEBER SPRINGS
 FG1947'MUNICIPAL AIRPORT, NEAR THE NORTHEAST END OF THE AIRFIELD, BETWEEN THE
 FG1947'RUNWAY AND PARALLEL TAXIWAY, IN THE WEST QUADRANT OF THE JUNCTION OF
 FG1947'THE RUNWAY END AND THE CONNECTOR TAXIWAY TO THE RUNWAY END.
 FG1947'OWNERSHIP--CITY OF HEBER SPRINGS, 2111 AIRPORT ROAD, HEBER SPRINGS AR
 FG1947'72543.  AIRPORT MANAGER IS DAN WORLEY, PHONE 501-362-3294.  CONTACT
 FG1947'HIM FOR ACCESS THROUGH THE LOCKED GATE.  TO REACH THE STATION FROM THE
 FG1947'JUNCTION OF STATE HIGHWAYS 25 (BYPASS ROAD) AND 25B (HEBER SPRINGS
 FG1947'ROAD) ABOUT 4 KM (2.50 MI) NORTHEAST OF HEBER SPRINGS, GO
 FG1947'SOUTHWESTERLY ON HIGHWAY 25B FOR 1.45 KM (0.90 MI) TO A PAVED ROAD
 FG1947'LEFT (COUNTY HIGHWAY 980/CHANELLE DRIVE).  TURN LEFT, SOUTH ON THE
 FG1947'ROAD FOR 0.38 KM (0.25 MI) TO A GATE AT THE APRON.  PASS THROUGH THE
 FG1947'GATE, THEN TURN RIGHT, SOUTHEAST ACROSS THE APRON AND ALONG A TAXIWAY
 FG1947'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF THE PARALLEL TAXIWAY.  TURN
 FG1947'LEFT, NORTHEAST ALONG THE TAXIWAY FOR 0.42 KM (0.25 MI) TO THE STATION
 FG1947'ON THE RIGHT.  THE STATION IS SET FLUSH IN THE TOP OF A 1.3 M (4.3 FT)
 FG1947'X 2.2 M (7.2 FT) AREA OF EXPOSED ROCK OUTCROP.  IT IS 56.0 M (183.7
 FG1947'FT) SOUTHWEST OF THE CONNECTOR TAXIWAY CENTER, 34.9 M (114.5 FT)
 FG1947'SOUTH-SOUTHEAST OF THE CENTER OF THE PARALLEL TAXIWAY AND 27.1 M (88.9
 FG1947'FT) NORTH-NORTHWEST OF THE RUNWAY CENTER.  NOTE--THIS STATION WAS USED
 FG1947'AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 FG1947
 FG1947                          STATION RECOVERY (2000)
 FG1947
 FG1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 FG1947'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 FG1947'CONDITION AND AS PREVIOUSLY DESCRIBED.  ADD 0.9 M (3.0 FT) NORTHWEST
 FG1947'OF A SHORT NGS FIBERGLASS WITNESS POST.
 FG1947
 FG1947                          STATION RECOVERY (2002)
 FG1947
 FG1947'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FG1947'RECOVERED IN GOOD CONDITION.
 FG1947
 FG1947                          STATION RECOVERY (2002)
 FG1947
 FG1947'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FG1947'MARK FOUND AS DESCRIBED.
 FG1947'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1948 ***********************************************************************
 FG1948  DESIGNATION -  HEBEPORT AZ MK
 FG1948  PID         -  FG1948
 FG1948  STATE/COUNTY-  AR/CLEBURNE
 FG1948  USGS QUAD   -  BROWNSVILLE (1981)
 FG1948
 FG1948                         *CURRENT SURVEY CONTROL
 FG1948  ___________________________________________________________________
 FG1948* NAD 83(1997)-  35 30 36.84722(N)    092 00 59.58855(W)     ADJUSTED  
 FG1948* NAVD 88     -       189.8    (meters)     623.     (feet)  VERTCON   
 FG1948  ___________________________________________________________________
 FG1948  X           -    -182,904.235 (meters)                     COMP
 FG1948  Y           -  -5,194,664.598 (meters)                     COMP
 FG1948  Z           -   3,684,186.598 (meters)                     COMP
 FG1948  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 FG1948  ELLIP HEIGHT-         162.11  (meters)          (09/24/01) GPS OBS
 FG1948  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FG1948
 FG1948  HORZ ORDER  -  FIRST
 FG1948  ELLP ORDER  -  FOURTH    CLASS II
 FG1948
 FG1948.This mark is at Heber Springs Airport (HBZ)
 FG1948
 FG1948.The horizontal coordinates were established by GPS observations
 FG1948.and adjusted by the National Geodetic Survey in September 1999..
 FG1948
 FG1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1948
 FG1948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1948
 FG1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1948
 FG1948.The ellipsoidal height was determined by GPS observations
 FG1948.and is referenced to NAD 83.
 FG1948
 FG1948.The geoid height was determined by GEOID03.
 FG1948
 FG1948;                    North         East     Units Scale Factor Converg.
 FG1948;SPC AR N     -   130,567.208   398,498.499   MT  0.99993677   -0 00 34.7
 FG1948;SPC AR N     -   428,369.25  1,307,407.16   sFT  0.99993677   -0 00 34.7
 FG1948;UTM  15      - 3,930,073.206   589,182.035   MT  0.99969801   +0 34 16.6
 FG1948
 FG1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1948!SPC AR N     -   0.99997456  x   0.99993677  =   0.99991133
 FG1948!UTM  15      -   0.99997456  x   0.99969801  =   0.99967257
 FG1948
 FG1948:                Primary Azimuth Mark                     Grid Az
 FG1948:SPC AR N     -  HEBEPORT                                 059 20 50.6
 FG1948:UTM  15      -  HEBEPORT                                 058 45 59.3
 FG1948
 FG1948|---------------------------------------------------------------------|
 FG1948| PID    Reference Object                     Distance      Geod. Az  |
 FG1948|                                                           dddmmss.s |
 FG1948| FG1947 HEBEPORT                            APPROX. 0.9 KM 0592015.9 |
 FG1948|---------------------------------------------------------------------|
 FG1948
 FG1948                          SUPERSEDED SURVEY CONTROL
 FG1948
 FG1948  ELLIP H (09/14/99)  162.11   (m)                       GP(       ) 4 1
 FG1948  NAD 83(1986)-  35 30 36.86147(N)    092 00 59.58343(W) AD(       ) 1
 FG1948  NGVD 29 (11/13/90)  189.7    (m)          622.     (f) GPS OBS        
 FG1948
 FG1948.Superseded values are not recommended for survey control.
 FG1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1948.See file dsdata.txt to determine how the superseded data were derived.
 FG1948
 FG1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8918230073(NAD 83)
 FG1948_MARKER: DZ = AZIMUTH MARK DISK
 FG1948_SETTING: 66 = SET IN ROCK OUTCROP
 FG1948_SP_SET: IN A DRILL HOLE IN BEDROCK
 FG1948_STAMPING: HEBEPORT 1990
 FG1948_MARK LOGO: NGS   
 FG1948_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1948+STABILITY: POSITION/ELEVATION WELL
 FG1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1948+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FG1948
 FG1948  HISTORY     - Date     Condition        Report By
 FG1948  HISTORY     - 1990     MONUMENTED       NGS
 FG1948
 FG1948                          STATION DESCRIPTION
 FG1948
 FG1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1948'STATION IS LOCATED ABOUT 22.8 KM (14.2 MI) NORTHEAST OF QUITMAN, 17.2
 FG1948'KM (10.7 MI) SOUTHEAST OF HIGDEN, AND 3.3 KM (2.1 MI) NORTH-NORTHEAST
 FG1948'OF HEBER SPRINGS.  AT THE HEBER SPRINGS MUNICIPAL AIRPORT.
 FG1948'OWNERSHIP--CITY OF HEBER SPRINGS AR 72543. AIRPORT MANAGER IS
 FG1948'E.U.LATCH, BOX 432, HEBER SPRINGS, AR 72543. PHONE IS 501-362-3294.
 FG1948'TO REACH FROM THE COUNTY COURTHOUSE IN HEBER SPRINGS, GO EAST, NORTH,
 FG1948'AND EAST ON STATE HIGHWAY 25 FOR 4.39 KM (2.73 MI) TO A PAVED ROAD ON
 FG1948'THE RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE AIRPORT
 FG1948'ENTRANCE ROAD FOR 0.38 KM (0.24 MI) TO A GATE AND THE AIRPORT OFFICE
 FG1948'ON THE LEFT.  PASS THROUGH THE GATE AND TURN RIGHT AND GO SOUTHEAST
 FG1948'ACROSS AN APRON AND ALONG A TAXIWAY FOR 0.08 KM (0.05 MI) TO A
 FG1948'TAXIWAY.  TURN RIGHT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.48 KM
 FG1948'(0.30 MI) TO THE STATION ON THE LEFT.
 FG1948'THE AZIMUTH MARK IS SET ABOUT IN THE CENTER OF A 6 X 10 FT (3.0 M) .
 FG1948'PIECE OF EXPOSED BEDROCK, 37.25 M (122.21 FT) SOUTH-SOUTHEAST OF THE
 FG1948'THE CENTERLINE OF A TAXIWAY, 24.9 M (81.7 FT) NORTH-NORTHWEST OF THE
 FG1948'CENTERLINE OF A RUNWAY AND 17.7 M (58.1 FT) EAST-NORTHEAST OF THE
 FG1948'CENTERLINE OF A TAXIWAY.
 FG1948'THERE IS A LOCKED GATE AT THIS AIRPORT.
 FG1948'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1684 ***********************************************************************
 FG1684  DESIGNATION -  HEBER SPRINGS ARK PWR LT RADIO
 FG1684  PID         -  FG1684
 FG1684  STATE/COUNTY-  AR/CLEBURNE
 FG1684  USGS QUAD   -  HEBER SPRINGS (1989)
 FG1684
 FG1684                         *CURRENT SURVEY CONTROL
 FG1684  ___________________________________________________________________
 FG1684* NAD 83(1997)-  35 27 37.39925(N)    092 02 08.99963(W)     ADJUSTED  
 FG1684* NAVD 88     -                                                        
 FG1684  ___________________________________________________________________
 FG1684  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 FG1684  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FG1684
 FG1684  HORZ ORDER  -  THIRD
 FG1684
 FG1684.The horizontal coordinates were established by classical geodetic methods
 FG1684.and adjusted by the National Geodetic Survey in September 1999..
 FG1684
 FG1684
 FG1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1684
 FG1684.The geoid height was determined by GEOID03.
 FG1684
 FG1684;                    North         East     Units Scale Factor Converg.
 FG1684;SPC AR N     -   125,037.558   396,747.478   MT  0.99993826   -0 01 15.1
 FG1684;SPC AR N     -   410,227.39  1,301,662.35   sFT  0.99993826   -0 01 15.1
 FG1684;UTM  15      - 3,924,527.436   587,487.543   MT  0.99969432   +0 33 33.8
 FG1684
 FG1684                          SUPERSEDED SURVEY CONTROL
 FG1684
 FG1684  NAD 83(1986)-  35 27 37.41238(N)    092 02 08.99798(W) AD(       ) 4
 FG1684  NAD 27      -  35 27 37.12700(N)    092 02 08.46100(W) AD(       ) 3
 FG1684
 FG1684.Superseded values are not recommended for survey control.
 FG1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1684.See file dsdata.txt to determine how the superseded data were derived.
 FG1684
 FG1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8748824527(NAD 83)
 FG1684_MARKER: 42 = RADIO/TV MAST
 FG1684
 FG1684  HISTORY     - Date     Condition        Report By
 FG1684  HISTORY     - 1954     FIRST OBSERVED   CGS
 FG1684  HISTORY     - 1962     GOOD             CGS
 FG1684
 FG1684                          STATION DESCRIPTION
 FG1684
 FG1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1684'THE STATION IS ABOUT 2 MILES SOUTH OF HEBER SPRINGS AND 0.1
 FG1684'MILE EAST OF STATE HIGHWAY 16.  IT IS A STRUCTURAL STEEL
 FG1684'TOWER ABOUT 50 FEET IN HEIGHT PAINTED RED AND WHITE.  THE
 FG1684'POINT INTERSECTED WAS THE TOP OF THE MAST.
 FG1684
 FG1684                          STATION RECOVERY (1962)
 FG1684
 FG1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1684'THIS TOWER WAS RECOVERED, BUT IS 125 FEET IN HEIGHT INCLUDING
 FG1684'THE POLE ANTENNA, INSTEAD OF 50 FEET AS PREVIOUSLY STATED.
 FG1684'
 FG1684'IT IS NOW OWNED BY THE FIRST ELECTRIC COOP. OF HEBER SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0215 ***********************************************************************
 FG0215  DESIGNATION -  HEBER SPRINGS AZ MK
 FG0215  PID         -  FG0215
 FG0215  STATE/COUNTY-  AR/CLEBURNE
 FG0215  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0215
 FG0215                         *CURRENT SURVEY CONTROL
 FG0215  ___________________________________________________________________
 FG0215* NAD 83(1986)-  35 27 29.     (N)    092 00 52.     (W)     SCALED    
 FG0215* NAVD 88     -       266.768  (meters)     875.22   (feet)  ADJUSTED  
 FG0215  ___________________________________________________________________
 FG0215  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FG0215  DYNAMIC HT  -         266.522 (meters)     874.41  (feet)  COMP
 FG0215  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FG0215
 FG0215  VERT ORDER  -  SECOND    CLASS 0
 FG0215
 FG0215.The horizontal coordinates were scaled from a topographic map and have
 FG0215.an estimated accuracy of +/- 6 seconds.
 FG0215
 FG0215.The orthometric height was determined by differential leveling
 FG0215.and adjusted by the National Geodetic Survey in June 1991..
 FG0215
 FG0215.The geoid height was determined by GEOID03.
 FG0215
 FG0215.The dynamic height is computed by dividing the NAVD 88
 FG0215.geopotential number by the normal gravity value computed on the
 FG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0215.degrees latitude (g = 980.6199 gals.).
 FG0215
 FG0215.The modeled gravity was interpolated from observed gravity values.
 FG0215
 FG0215;                    North         East    Units  Estimated Accuracy
 FG0215;SPC AR N     -   124,780.      398,690.      MT  (+/- 180 meters Scaled)
 FG0215
 FG0215                          SUPERSEDED SURVEY CONTROL
 FG0215
 FG0215  NGVD 29 (??/??/92)  266.703  (m)          875.01   (f) ADJ UNCH    2 0
 FG0215
 FG0215.Superseded values are not recommended for survey control.
 FG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0215.See file dsdata.txt to determine how the superseded data were derived.
 FG0215
 FG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV894242(NAD 83)
 FG0215_MARKER: DZ = AZIMUTH MARK DISK
 FG0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0215_STAMPING: HEBER SPRINGS 1940
 FG0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0215+STABILITY: SURFACE MOTION
 FG0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0215+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 FG0215
 FG0215  HISTORY     - Date     Condition        Report By
 FG0215  HISTORY     - 1940     MONUMENTED       CGS
 FG0215  HISTORY     - 1967     GOOD             NGS
 FG0215  HISTORY     - 20030730 GOOD             USACE
 FG0215
 FG0215                          STATION DESCRIPTION
 FG0215
 FG0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0215'3.4 MI SE FROM HEBER SPRINGS AZ.
 FG0215'IT IS 2.2 MILES SOUTH ALONG STATE HIGHWAYS 16 AND 25 FROM THE POST
 FG0215'OFFICE IN HEBER SPRINGS, THENCE 1.2 MILES EAST ALONG STATE HIGHWAY 16,
 FG0215'82 FEET WEST OF THE CENTER OF A DRIVEWAY, 27 FEET NORTH OF THE CENTER
 FG0215'OF STATE HIGHWAY 16, 5 FEET WEST OF A 4 X 4 INCH WITNESS POST, 1.5
 FG0215'FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 FG0215
 FG0215                          STATION RECOVERY (2003)
 FG0215
 FG0215'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FG0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1666 ***********************************************************************
 FG1666  DESIGNATION -  HEBER SPRINGS MUN APT BEACON
 FG1666  PID         -  FG1666
 FG1666  STATE/COUNTY-  AR/CLEBURNE
 FG1666  USGS QUAD   -  BROWNSVILLE (1981)
 FG1666
 FG1666                         *CURRENT SURVEY CONTROL
 FG1666  ___________________________________________________________________
 FG1666* NAD 83(1997)-  35 30 58.98407(N)    092 01 49.92557(W)     ADJUSTED  
 FG1666* NAVD 88     -                                                        
 FG1666  ___________________________________________________________________
 FG1666  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 FG1666  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FG1666
 FG1666  HORZ ORDER  -  THIRD
 FG1666
 FG1666.This mark is at Heber Springs Airport (HBZ)
 FG1666
 FG1666.The horizontal coordinates were established by classical geodetic methods
 FG1666.and adjusted by the National Geodetic Survey in September 1999..
 FG1666
 FG1666
 FG1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1666
 FG1666.The geoid height was determined by GEOID03.
 FG1666
 FG1666;                    North         East     Units Scale Factor Converg.
 FG1666;SPC AR N     -   131,249.713   397,230.327   MT  0.99993663   -0 01 04.0
 FG1666;SPC AR N     -   430,608.43  1,303,246.50   sFT  0.99993663   -0 01 04.0
 FG1666;UTM  15      - 3,930,742.657   587,907.314   MT  0.99969523   +0 33 47.6
 FG1666
 FG1666                          SUPERSEDED SURVEY CONTROL
 FG1666
 FG1666  NAD 83(1986)-  35 30 58.99667(N)    092 01 49.92393(W) AD(       ) 4
 FG1666  NAD 27      -  35 30 58.72000(N)    092 01 49.39000(W) AD(       ) 3
 FG1666
 FG1666.Superseded values are not recommended for survey control.
 FG1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1666.See file dsdata.txt to determine how the superseded data were derived.
 FG1666
 FG1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8790730743(NAD 83)
 FG1666_MARKER: 21 = AIRPORT BEACON
 FG1666
 FG1666  HISTORY     - Date     Condition        Report By
 FG1666  HISTORY     - 1954     FIRST OBSERVED   CGS
 FG1666
 FG1666                          STATION DESCRIPTION
 FG1666
 FG1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1666'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF HEBER SPRINGS,
 FG1666'IN THE NORTHEAST CORNER OF THE MUNICIPAL AIRPORT ABOUT 150
 FG1666'FEET WEST OF STATE HIGHWAY 25.
 FG1666'
 FG1666'IT IS A FOUR-LEGGED STEEL STRUCTURE, ABOUT 75 FEET HIGH,
 FG1666'PAINTED WHITE AND WITH A REVOLTING WHITE LIGHT AT THE APEX
 FG1666'OF THE STRUCTURE.
 FG1666'
 FG1666'THE POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1682 ***********************************************************************
 FG1682  DESIGNATION -  HEBER SPRINGS NEW ST FOR LOT
 FG1682  PID         -  FG1682
 FG1682  STATE/COUNTY-  AR/CLEBURNE
 FG1682  USGS QUAD   -  HEBER SPRINGS (1989)
 FG1682
 FG1682                         *CURRENT SURVEY CONTROL
 FG1682  ___________________________________________________________________
 FG1682* NAD 83(1997)-  35 28 33.80552(N)    092 01 00.00433(W)     ADJUSTED  
 FG1682* NAVD 88     -                                                        
 FG1682  ___________________________________________________________________
 FG1682  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FG1682  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FG1682
 FG1682  HORZ ORDER  -  THIRD
 FG1682
 FG1682.The horizontal coordinates were established by classical geodetic methods
 FG1682.and adjusted by the National Geodetic Survey in September 1999..
 FG1682
 FG1682
 FG1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1682
 FG1682.The geoid height was determined by GEOID03.
 FG1682
 FG1682;                    North         East     Units Scale Factor Converg.
 FG1682;SPC AR N     -   126,775.383   398,487.380   MT  0.99993771   -0 00 34.9
 FG1682;SPC AR N     -   415,928.90  1,307,370.68   sFT  0.99993771   -0 00 34.9
 FG1682;UTM  15      - 3,926,282.370   589,209.338   MT  0.99969807   +0 34 14.6
 FG1682
 FG1682                          SUPERSEDED SURVEY CONTROL
 FG1682
 FG1682  NAD 83(1986)-  35 28 33.81848(N)    092 01 00.00295(W) AD(       ) 4
 FG1682  NAD 27      -  35 28 33.53400(N)    092 00 59.46800(W) AD(       ) 3
 FG1682
 FG1682.Superseded values are not recommended for survey control.
 FG1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1682.See file dsdata.txt to determine how the superseded data were derived.
 FG1682
 FG1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8920926282(NAD 83)
 FG1682_MARKER: 57 = LOOKOUT TOWER
 FG1682
 FG1682  HISTORY     - Date     Condition        Report By
 FG1682  HISTORY     - 1962     FIRST OBSERVED   CGS
 FG1682
 FG1682                          STATION DESCRIPTION
 FG1682
 FG1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1682'THE STATION IS THE TOP CENTER OF A LOOKOUT TOWER WHICH IS
 FG1682'LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF HEBER SPRINGS, ON
 FG1682'THE HIGHEST PART AND NEAR THE SOUTHEAST END OF A PROMINENT
 FG1682'TIMBERED RIDGE.
 FG1682'
 FG1682'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE WITH A METAL
 FG1682'CABIN ATOP AND HAS AN OVERALL HEIGHT OF 90 FEET.
 FG1682'
 FG1682'NOTE- THIS TOWER WAS BUILT ABOUT 50 FEET WEST OF THE SITE
 FG1682'OF THE HEBER SPRINGS, LOOKOUT TOWER NO. T 18-3 1940.  THIS
 FG1682'WAS A TIMBER STRUCTURE AND HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1936 ***********************************************************************
 FG1936  DESIGNATION -  HEBER SPRINGS RESET
 FG1936  PID         -  FG1936
 FG1936  STATE/COUNTY-  AR/CLEBURNE
 FG1936  USGS QUAD   -  HEBER SPRINGS (1989)
 FG1936
 FG1936                         *CURRENT SURVEY CONTROL
 FG1936  ___________________________________________________________________
 FG1936* NAD 83(1997)-  35 28 33.67869(N)    092 00 57.95702(W)     ADJUSTED  
 FG1936* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 FG1936  ___________________________________________________________________
 FG1936  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 FG1936  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FG1936
 FG1936  HORZ ORDER  -  FIRST
 FG1936
 FG1936.The horizontal coordinates were established by classical geodetic methods
 FG1936.and adjusted by the National Geodetic Survey in September 1999..
 FG1936
 FG1936.The orthometric height was scaled from a topographic map.
 FG1936
 FG1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1936
 FG1936.The geoid height was determined by GEOID03.
 FG1936
 FG1936;                    North         East     Units Scale Factor Converg.
 FG1936;SPC AR N     -   126,771.466   398,538.989   MT  0.99993771   -0 00 33.7
 FG1936;SPC AR N     -   415,916.05  1,307,540.00   sFT  0.99993771   -0 00 33.7
 FG1936;UTM  15      - 3,926,278.977   589,260.971   MT  0.99969818   +0 34 15.8
 FG1936
 FG1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1936!SPC AR N     -   0.99996036  x   0.99993771  =   0.99989807
 FG1936!UTM  15      -   0.99996036  x   0.99969818  =   0.99965855
 FG1936
 FG1936|---------------------------------------------------------------------|
 FG1936| PID    Reference Object                     Distance      Geod. Az  |
 FG1936|                                                           dddmmss.s |
 FG1936| CI1592 HEBER SPRINGS RM 1                   29.489 METERS 04247     |
 FG1936| CI1594 HEBER SPRINGS RM 3                   17.353 METERS 16836     |
 FG1936| FG0215 HEBER SPRINGS AZ MK                                1781457.8 |
 FG1936| FG1684 HEBER SPRINGS ARK PWR LT RADIO      APPROX. 2.5 KM 2255536.1 |
 FG1936| FG1683 HEBER SPRINGS FOREST COMM LOT        43.068 METERS 27348     |
 FG1936| FG1682 HEBER SPRINGS NEW ST FOR LOT         51.761 METERS 27420     |
 FG1936| CI1593 HEBER SPRINGS RM 2                   36.162 METERS 27921     |
 FG1936|---------------------------------------------------------------------|
 FG1936
 FG1936                          SUPERSEDED SURVEY CONTROL
 FG1936
 FG1936  NAD 83(1986)-  35 28 33.69158(N)    092 00 57.95559(W) AD(       ) 1
 FG1936  NAD 27      -  35 28 33.40700(N)    092 00 57.42100(W) AD(       ) 1
 FG1936
 FG1936.Superseded values are not recommended for survey control.
 FG1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1936.See file dsdata.txt to determine how the superseded data were derived.
 FG1936
 FG1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8926126279(NAD 83)
 FG1936_MARKER: DS = TRIANGULATION STATION DISK
 FG1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1936
 FG1936  HISTORY     - Date     Condition        Report By
 FG1936  HISTORY     - 1940     MONUMENTED       CGS
 FG1936  HISTORY     - 1954     GOOD             CGS
 FG1936  HISTORY     - 1962     GOOD             CGS
 FG1936  HISTORY     - 1967     GOOD             CGS
 FG1936
 FG1936                          STATION DESCRIPTION
 FG1936
 FG1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1936'THE STATION IS LOCATED IN CLEBOURNE COUNTY ABOUT 1.5 MILES SE
 FG1936'OF HEBER SPRINGS, ON THE SE END OF A VERY PROMINENT RIDGE, AND
 FG1936'141.30 FEET E OF HEBER SPRINGS STATE FIRE TOWER.  IT IS ON
 FG1936'THE HIGHEST POINT OF THE RIDGE, AND IN THE YARD OF THE HEBER
 FG1936'SPRINGS STATE FIRE TOWER.
 FG1936'
 FG1936'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FG1936'DISKS SET IN CONCRETE.
 FG1936'
 FG1936'STATION MARK PROJECTS 6 INCHES, AND IS STAMPED HEBER SPRINGS
 FG1936'1940.  THERE IS A WHITE REFERENCE POST 6 FEET SW OF THE STATION.
 FG1936'
 FG1936'REFERENCE MARK NO.1 IS IN AN E-W FENCE LINE AND 0.5 METER
 FG1936'LOWER THAN THE STATION.  IT PROJECTS 4 INCHES AND IS STAMPED
 FG1936'HEBER SPRINGS NO.1, 1940.
 FG1936'
 FG1936'REFERENCE MARK NO.2 IS 16 FEET E OF THE NE LEG OF THE TOWER
 FG1936'AND AT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 4 INCHES
 FG1936'AND IS STAMPED HEBER SPRINGS NO.2, 1940.
 FG1936'
 FG1936'THE AZIMUTH MARK IS 1.0 MILE S OF THE STATION, ON THE N SIDE
 FG1936'OF STATE HIGHWAY 16, 27 FEET N OF THE CENTER LINE, 60 FEET W OF
 FG1936'A ROAD LEADING S AND 1.2 MILES E OF THE JUNCTION OF STATE
 FG1936'HIGHWAYS 16 AND 25.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 FG1936'HEBER SPRINGS 1940.  THERE IS A WHITE REFERENCE POST 10 FEET
 FG1936'E OF THE MARK.
 FG1936'
 FG1936'TO REACH THE AZIMUTH MARK, START AT THE JUNCTION OF STATE
 FG1936'HIGHWAYS 16 AND 25, WHICH IS 2.2 MILES S OF HEBER SPRINGS.  GO
 FG1936'E ON HIGHWAY 16 FOR 1.2 MILES TO THE MARK ON THE N SIDE OF
 FG1936'THE ROAD.
 FG1936'
 FG1936'TO REACH THE STATION, START AT THE MISSOURI PACIFIC DEPOT IN
 FG1936'HEBER SPRINGS, GO S ON STATE HIGHWAYS 16 AND 25 FOR 0.5 MILE TO
 FG1936'A ROAD LEADING E, LEFT.  TURN LEFT AND GO UP HILL 1.9 MILES TO
 FG1936'THE HEBER SPRINGS STATE FIRE TOWER, AND STATION.
 FG1936'
 FG1936'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 FG1936
 FG1936                          STATION RECOVERY (1954)
 FG1936
 FG1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1936'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 FG1936'COMPLETE NEW DESCRIPTION FOLLOWS-
 FG1936'
 FG1936'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF HEBER
 FG1936'SPRINGS AND 26 FEET SOUTH OF A WIRE FENCE.
 FG1936'
 FG1936'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 FG1936'25 JUST WEST OF THE BUSINESS DISTRICT IN HEBER SPRINGS, GO SOUTH
 FG1936'ON STATE HIGHWAY 16 FOR 1.05 MILES TO A SIDE ROAD ON THE LEFT,
 FG1936'TURN LEFT AND GO EAST UP STEEP HILL FOR 2.0 MILES TO THE HEBER
 FG1936'SPRINGS LOOKOUT TOWER AND THE STATION.
 FG1936'
 FG1936'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HEBER
 FG1936'SPRINGS 1940.
 FG1936'
 FG1936'REFERENCE MARK 1 IS 2 FEET WEST OF A 4 X 4 INCH WHITE WITNESS
 FG1936'POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 3
 FG1936'INCHES AND THE DISK IS STAMPED HEBER SPRINGS NO 1 1940.
 FG1936'
 FG1936'REFERENCE MARK 2 IS 16 FEET EAST OF THE NORTHEAST LEG OF THE
 FG1936'LOOKOUT TOWER.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 FG1936'STAMPED HEBER SPRINGS NO 2 1940.
 FG1936'
 FG1936'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF STATE
 FG1936'HIGHWAY 16, 4 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND
 FG1936'1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND
 FG1936'THE DISK IS STAMPED HEBER SPRINGS 1940.
 FG1936'
 FG1936'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 FG1936'16 AND 25 2.2 MILES SOUTH OF HEBER SPRINGS, GO EAST ON STATE
 FG1936'HIGHWAY 16 FOR 1.2 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 FG1936
 FG1936                          STATION RECOVERY (1962)
 FG1936
 FG1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1936'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 FG1936'DIRECTIONS TO THE MARKS WERE VERIFIED.
 FG1936'
 FG1936'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FG1936'
 FG1936'THE STATION IS ON THE TOP OF A TIMBERED RIDGE WHICH IS 1-1/2
 FG1936'MILES SOUTHEAST OF HEBER SPRINGS.
 FG1936'
 FG1936'TO REACH THE STATION FROM THE CLEBURNE COUNTY COURTHOUSE IN
 FG1936'THE CENTER OF HEBER SPRINGS, GO WEST ON STATE HIGHWAY 25
 FG1936'(MAIN STREET) FOR 0.25 MILE TO A POINT WHERE HIGHWAY 25 TURNS
 FG1936'LEFT.  TURN LEFT AND GO SOUTH ON HIGHWAY 25 (SEVENTH STREET)
 FG1936'FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT, AT A POINT WHERE
 FG1936'HIGHWAY 25 BENDS TO THE RIGHT.  TURN LEFT, EASTERLY, AND GO
 FG1936'UPHILL ON A GRAVELED ROAD FOR 1.85 MILES TO A GATE AT A
 FG1936'LOOKOUT TOWER AND THE STATION APPROXIMATELY 165 FEET EAST
 FG1936'OF THE LOOKOUT TOWER.
 FG1936'
 FG1936'THE STATION MARK IS A STANDARD DISK STAMPED HEBER SPRINGS 1940
 FG1936'AND IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FG1936'IT IS 161 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER,
 FG1936'81 FEET SOUTHWEST OF A POWER POLE, 58 FEET EAST OF THE CENTER
 FG1936'OF A WIRE GATE AND 25.5 FEET SOUTH OF A FENCE.  THE UNDERGROUND
 FG1936'DISK WAS NOT IN INSPECTED BY THIS PARTY.
 FG1936'
 FG1936'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HEBER SPRINGS
 FG1936'NO 1 1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FG1936'3 INCHES.  IT IS 17 FEET NORTHEAST OF THE POWER POLE, 5.5
 FG1936'FEET EAST OF A FENCE CORNER AND 1.5 FEET SOUTH OF A FENCE.
 FG1936'
 FG1936'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HEBER SPRINGS NO
 FG1936'2 1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1
 FG1936'INCH.  IT IS 48 FEET WEST OF A FENCE CORNER AND WOODEN GATE,
 FG1936'42 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND
 FG1936'26 FEET NORTHEAST OF THE SOUTHEAST ONE OF FOUR CONCRETE
 FG1936'FOUNDATIONS FOR AN OLD LOOKOUT TOWER.
 FG1936'
 FG1936'AZIMUTH MARK, A STANDARD DISK STAMPED HEBER SPRINGS 1940,
 FG1936'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FG1936'GROUND.  IT IS 82 FEET WEST OF THE CENTER OF A DRIVEWAY,
 FG1936'27 FEET NORTH OF THE CENTER OF STATE HIGHWAY 16, 4.5 FEET
 FG1936'WEST OF A WOODEN WITNESS POST, 1.5 FEET EAST OF A METAL WITNESS
 FG1936'POST AND 0.5 FOOT SOUTH OF A FENCE.
 FG1936'
 FG1936'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 FG1936'25 AND 16, APPROXIMATELY 3 MILES SOUTH OF HEBER SPRINGS,
 FG1936'GO EAST ON HIGHWAY 16 FOR 1.15 MILES TO THE AZIMUTH MARK
 FG1936'ON THE LEFT 82 FEET WEST OF A DRIVEWAY.
 FG1936'
 FG1936'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FG1936'
 FG1936'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1936
 FG1936                          STATION RECOVERY (1967)
 FG1936
 FG1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1936'THE AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 FG1936'GOOD CONDITION.  THE SURFACE STATION MARK HAS BEEN DESTROYED,
 FG1936'THE UNDERGROUND MARK WAS FOUND AND THE POINT HELD AND A NEW
 FG1936'SURFACE MARK ESTABLISHED.  REFERENCE MARK 2 IS OBSTRUCTED
 FG1936'FROM THE STATION AND REFERENCE MARK 3 WAS ESTABLISHED.  FOLLOWING
 FG1936'IS A NEW AND COMPLETE DESCRIPTION.
 FG1936'
 FG1936'THE STATION IS LOCATED ON A HIGH TIMBERED RIDGE, NEAR THE
 FG1936'HEBER SPRINGS LOOKOUT TOWER AND ON PROPERTY OWNED BY THE STATE.
 FG1936'
 FG1936'TO REACH FROM THE CLEBURNE COUNTY COURTHOUSE IN HEBER SPRINGS,
 FG1936'GO WEST ON STATE HIGHWAYS 25 AND 110 FOR 0.25 MILE TO THE
 FG1936'JUNCTION OF THE HIGHWAYS.  TURN LEFT AND GO SOUTH ON STATE
 FG1936'HIGHWAY 25 FOR 2.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 FG1936'UP HILL AND GO EASTERLY ON GRADED ROAD FOR 1.9 MILES TO THE
 FG1936'LOOKOUT TOWER AND STATION.  TO REACH THE AZIMUTH MARK FROM
 FG1936'THE JUNCTION OF STATE HIGHWAYS 16 AND 25, ABOUT 3 MILES SOUTH
 FG1936'OF HEBER SPRINGS, GO EAST ON STATE HIGHWAY 16 FOR 1.2 MILES
 FG1936'TO THE MARK ON THE LEFT, 82 FEET WEST OF A DRIVE WAY.
 FG1936'
 FG1936'STATION MARK IS A STANDARD DISK, STAMPED HEBER SPRINGS 1940
 FG1936'1967, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 FG1936'GROUND SURFACE.  IT IS 80 FEET SOUTHWEST OF A POWERLINE POLE,
 FG1936'52 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE FOREST
 FG1936'RANGERS HOUSE, 51 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 FG1936'HOUSE AND 29 FEET NORTHEAST OF A 10 INCH OAK TREE.
 FG1936'
 FG1936'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HEBER SPRINGS
 FG1936'NO 1 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 FG1936'POST PROJECTING 3 INCHES.  IT IS 121 FEET NORTHEAST OF THE
 FG1936'NORTHEAST CORNER OF THE HOUSE, 17.5 FEET NORTH OF THE POWERLINE
 FG1936'POLE, 2 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A METAL
 FG1936'WITNESS POST.
 FG1936'
 FG1936'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEBER SPRINGS
 FG1936'NO 2 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1936'PROJECTING 4 INCHES.  IT IS 45 FEET NORTHWEST OF THE SOUTHWEST
 FG1936'CORNER OF THE HOUSE, 44.5 FEET SOUTHWEST OF THE NORTHWEST
 FG1936'CORNER OF THE HOUSE, 42 FEET EAST OF THE NORTHEAST LEG OF
 FG1936'THE LOOKOUT TOWER AND IS OBSTRUCTED FROM THE STATION BY
 FG1936'THE RANGERS HOUSE.
 FG1936'
 FG1936'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HEBER SPRINGS
 FG1936'NO 3 1967, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 FG1936'WITH THE GROUND.  IT IS 75 FEET SOUTHEAST OF THE SOUTHEAST
 FG1936'CORNER OF THE HOUSE, 49 FEET SOUTHEAST OF THE TREE AND IN THE
 FG1936'EAST PART OF THE RANGERS YARD.  R.M. 1 TO R.M.3
 FG1936'138.08 FEET OR 42.087 METERS.
 FG1936'
 FG1936'AZIMUTH MARK IS A STANDARD DISK, STAMPED HEBER SPRINGS 1940,
 FG1936'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 FG1936'THE GROUND.  IT IS 82 FEET WEST OF THE CENTER OF A DRIVE WAY,
 FG1936'27 FEET NORTH OF THE CENTER OF STATE HIGHWAY 16, 5 FEET
 FG1936'WEST OF A 4 X 4 INCH WITNESS POST, 1.5 FEET EAST OF A METAL
 FG1936'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 FG1936'
 FG1936'STATION MARK TO R.M. 1 = 1.4195 FEET.
 FG1936'
 FG1936'STATION MARK TO R.M. 3 = 3.5265 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2139 ***********************************************************************
 DK2139  DESIGNATION -  HEEHAW
 DK2139  PID         -  DK2139
 DK2139  STATE/COUNTY-  AR/DESHA
 DK2139  USGS QUAD   -  HALLEY (1981)
 DK2139
 DK2139                         *CURRENT SURVEY CONTROL
 DK2139  ___________________________________________________________________
 DK2139* NAD 83(1997)-  33 37 18.43249(N)    091 21 50.09557(W)     ADJUSTED  
 DK2139* NAVD 88     -        42.7    (meters)     140.     (feet)  VERTCON   
 DK2139  ___________________________________________________________________
 DK2139  X           -    -126,549.104 (meters)                     COMP
 DK2139  Y           -  -5,315,109.528 (meters)                     COMP
 DK2139  Z           -   3,511,599.560 (meters)                     COMP
 DK2139  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DK2139  ELLIP HEIGHT-          16.51  (meters)          (09/24/01) GPS OBS
 DK2139  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK2139
 DK2139  HORZ ORDER  -  FIRST
 DK2139  ELLP ORDER  -  FOURTH    CLASS II
 DK2139
 DK2139.This mark is at Mc Gehee Airport (7M1)
 DK2139
 DK2139.The horizontal coordinates were established by GPS observations
 DK2139.and adjusted by the National Geodetic Survey in September 1999..
 DK2139
 DK2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2139
 DK2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2139
 DK2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2139
 DK2139.The ellipsoidal height was determined by GPS observations
 DK2139.and is referenced to NAD 83.
 DK2139
 DK2139.The geoid height was determined by GEOID03.
 DK2139
 DK2139;                    North         East     Units Scale Factor Converg.
 DK2139;SPC AR S     -   506,118.160   459,020.022   MT  0.99994424   +0 21 21.6
 DK2139;SPC AR S     - 1,660,489.33  1,505,968.19   sFT  0.99994424   +0 21 21.6
 DK2139;UTM  15      - 3,721,421.711   651,763.222   MT  0.99988395   +0 54 21.9
 DK2139
 DK2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2139!SPC AR S     -   0.99999741  x   0.99994424  =   0.99994165
 DK2139!UTM  15      -   0.99999741  x   0.99988395  =   0.99988136
 DK2139
 DK2139:                Primary Azimuth Mark                     Grid Az
 DK2139:SPC AR S     -  HEEHAW AZ MK                             000 21 50.4
 DK2139:UTM  15      -  HEEHAW AZ MK                             359 48 50.1
 DK2139
 DK2139|---------------------------------------------------------------------|
 DK2139| PID    Reference Object                     Distance      Geod. Az  |
 DK2139|                                                           dddmmss.s |
 DK2139| DK2140 HEEHAW AZ MK                        472.432 METERS 0004312.0 |
 DK2139|---------------------------------------------------------------------|
 DK2139
 DK2139                          SUPERSEDED SURVEY CONTROL
 DK2139
 DK2139  ELLIP H (09/14/99)   16.54   (m)                       GP(       ) 4 1
 DK2139  NAD 83(1997)-  33 37 18.43585(N)    091 21 50.09221(W) AD(       ) 1
 DK2139  NAD 83(1986)-  33 37 18.44403(N)    091 21 50.08815(W) AD(       ) 1
 DK2139  NGVD 29 (11/13/90)   42.8    (m)          140.     (f) GPS OBS        
 DK2139
 DK2139.Superseded values are not recommended for survey control.
 DK2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2139.See file dsdata.txt to determine how the superseded data were derived.
 DK2139
 DK2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5176321422(NAD 83)
 DK2139_MARKER: DS = TRIANGULATION STATION DISK
 DK2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2139_SP_SET: CONCRETE POST
 DK2139_STAMPING: HEEHAW 1986
 DK2139_MARK LOGO: NGS   
 DK2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2139+STABILITY: SURFACE MOTION
 DK2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2139+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1990
 DK2139
 DK2139  HISTORY     - Date     Condition        Report By
 DK2139  HISTORY     - 1986     MONUMENTED       NGS
 DK2139  HISTORY     - 19890601 GOOD             NGS
 DK2139  HISTORY     - 19900402 GOOD
 DK2139
 DK2139                          STATION DESCRIPTION
 DK2139
 DK2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DK2139'STATION MARK WAS RECOVERED IN GOOD CONDITION. NO REFERENCE MARKS SET.
 DK2139'STATION IS LOCATED ABOUT 14.7 KM (9.1 MI) WEST-NORTHWEST OF ARKANSAS
 DK2139'CITY, 12.6 KM (7.8 MI) NORTHEAST OF DERMOTT, AND 3.7 KM (2.3 MI)
 DK2139'SOUTHEAST OF MCGEHEE.  AT THE MCGEHEE MUNICIPAL AIRPORT.
 DK2139'OWNERSHIP--CITY OF MCGEHEE AR 71654.  AIRPORT MANAGER IS CARL AND
 DK2139'DALE BAILEY, P.O.BOX 100H, MCGEHEE AR 71654.. PHONE IS 501-222-6575OR
 DK2139'HOME 501-222-6545.
 DK2139'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 65,165 AND STATE HIGHWAY 4
 DK2139'AT THE SOUTHEAST EDGE OF MCGEHEE.  GO NORTH ON U.S.HIGHWAY 65 FOR
 DK2139'2.01 KM (1.25 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DK2139'EASTERLY ON THE PAVED ROAD FOR 1.85 KM (1.15 MI) TO A PAVED ROAD ON
 DK2139'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 DK2139'0.79 KMTO A LOCKED GATE AND THE STATION ON THE RIGHT.
 DK2139'STATION IS STANDARD NGS STATION MARK DISK STAMPED---HEEHAW 1986---.
 DK2139'SET IN THE TOP OF A 30- CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 DK2139'GROUND.  IT IS 19.7 M (64.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DK2139'THE AIRPORT OFFICE, 4.1 M (13.5 FT) WEST OF THE CENTER OF THE AIRPORT
 DK2139'ENTRANCE ROAD AND GATE, 2.5 M (8.2 FT) SOUTHWEST OF THE WEST GATE
 DK2139'POST, 1.5 M (4.9 FT) NORTH OF THE NORTH EDGE OF AN APRON, AND 1.5 M
 DK2139'(4.9 FT) SOUTH OF A FENCE AND CARSONITE WITNESS POST.
 DK2139'ALL GATES ARE LOCKED AT NIGHT.
 DK2139'AIRPORT IS ONLY ATTENDED PART-TIME.
 DK2139'DESCRIBED BY E.J.HANSMANN.
 DK2139
 DK2139                          STATION RECOVERY (1990)
 DK2139
 DK2139'RECOVERED 1990
 DK2139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2140 ***********************************************************************
 DK2140  DESIGNATION -  HEEHAW AZ MK
 DK2140  PID         -  DK2140
 DK2140  STATE/COUNTY-  AR/DESHA
 DK2140  USGS QUAD   -  MC ARTHUR (1981)
 DK2140
 DK2140                         *CURRENT SURVEY CONTROL
 DK2140  ___________________________________________________________________
 DK2140* NAD 83(1997)-  33 37 33.76505(N)    091 21 49.86524(W)     ADJUSTED  
 DK2140* NAVD 88     -        42.2    (meters)     138.     (feet)  VERTCON   
 DK2140  ___________________________________________________________________
 DK2140  X           -    -126,536.932 (meters)                     COMP
 DK2140  Y           -  -5,314,847.718 (meters)                     COMP
 DK2140  Z           -   3,511,992.626 (meters)                     COMP
 DK2140  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 DK2140  ELLIP HEIGHT-          15.98  (meters)          (09/24/01) GPS OBS
 DK2140  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK2140
 DK2140  HORZ ORDER  -  FIRST
 DK2140  ELLP ORDER  -  FOURTH    CLASS II
 DK2140
 DK2140.This mark is at Mc Gehee Airport (7M1)
 DK2140
 DK2140.The horizontal coordinates were established by GPS observations
 DK2140.and adjusted by the National Geodetic Survey in September 1999..
 DK2140
 DK2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2140
 DK2140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2140
 DK2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2140
 DK2140.The ellipsoidal height was determined by GPS observations
 DK2140.and is referenced to NAD 83.
 DK2140
 DK2140.The geoid height was determined by GEOID03.
 DK2140
 DK2140;                    North         East     Units Scale Factor Converg.
 DK2140;SPC AR S     -   506,590.556   459,023.023   MT  0.99994371   +0 21 21.8
 DK2140;SPC AR S     - 1,662,039.18  1,505,978.03   sFT  0.99994371   +0 21 21.8
 DK2140;UTM  15      - 3,721,894.085   651,761.687   MT  0.99988394   +0 54 22.4
 DK2140
 DK2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2140!SPC AR S     -   0.99999749  x   0.99994371  =   0.99994120
 DK2140!UTM  15      -   0.99999749  x   0.99988394  =   0.99988143
 DK2140
 DK2140:                Primary Azimuth Mark                     Grid Az
 DK2140:SPC AR S     -  HEEHAW                                   180 21 50.3
 DK2140:UTM  15      -  HEEHAW                                   179 48 49.7
 DK2140
 DK2140|---------------------------------------------------------------------|
 DK2140| PID    Reference Object                     Distance      Geod. Az  |
 DK2140|                                                           dddmmss.s |
 DK2140| DK2139 HEEHAW                              472.432 METERS 1804312.1 |
 DK2140|---------------------------------------------------------------------|
 DK2140
 DK2140                          SUPERSEDED SURVEY CONTROL
 DK2140
 DK2140  ELLIP H (09/14/99)   16.02   (m)                       GP(       ) 4 1
 DK2140  NAD 83(1997)-  33 37 33.76841(N)    091 21 49.86187(W) AD(       ) 1
 DK2140  NAD 83(1986)-  33 37 33.77659(N)    091 21 49.85781(W) AD(       ) 1
 DK2140  NGVD 29 (11/13/90)   42.3    (m)          139.     (f) GPS OBS        
 DK2140
 DK2140.Superseded values are not recommended for survey control.
 DK2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2140.See file dsdata.txt to determine how the superseded data were derived.
 DK2140
 DK2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5176221894(NAD 83)
 DK2140_MARKER: DZ = AZIMUTH MARK DISK
 DK2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2140_SP_SET: CONCRETE POST
 DK2140_STAMPING: HEEHAW 1986
 DK2140_MARK LOGO: NGS   
 DK2140_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2140+STABILITY: SURFACE MOTION
 DK2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2140+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1990
 DK2140
 DK2140  HISTORY     - Date     Condition        Report By
 DK2140  HISTORY     - 1986     MONUMENTED       NGS
 DK2140  HISTORY     - 19890601 GOOD             NGS
 DK2140  HISTORY     - 19900409 GOOD
 DK2140
 DK2140                          STATION DESCRIPTION
 DK2140
 DK2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DK2140'STATION MARK WAS RECOVERED IN GOOD CONDITION.  NO OTHER MARKS SET.
 DK2140'STATION IS LOCATED ABOUT 14.7 KM (9.1 MI) WEST-NORTHWEST OF ARKANSAS
 DK2140'CITY, 12.6 KM (7.8 MI) NORTHEAST OF DERMOTT, AND 3.7 KM (2.3 MI)
 DK2140'SOUTHEAST OF MCGEHEE.  AT THE MCGEHEE MUNICIPAL AIRPORT.
 DK2140'OWNERSHIP--CITY OF MCGEHEE AR 71654.  AIRPORT MANAGER IS CARL AND
 DK2140'DALE BAILEY, P.O.BOX 100H, MCGEHEE AR 71654.  PHONE IS 501-222-6575
 DK2140'OR HOME 501-222-6545.
 DK2140'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 65,165 AND STATE HIGHWAY 4
 DK2140'AT THE SOUTHEAST EDGE OF MCGEHEE.  GO NORTH ON U.S.HIGHWAY 65 FOR
 DK2140'2.01 KM (1.25 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DK2140'EASTERLY ON THE PAVED ROAD FOR 1.85 KM (1.15 MI) TO A PAVED ROAD ON
 DK2140'THE RIGHT, TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 DK2140'0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 DK2140'STATION IS STANDARD NGS AZIMUTH MARK DISK STAMPED---HEEHAW 1986---.
 DK2140'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 DK2140'GROUND.  IT IS 82.9 M (272.0 FT) NORTHEAST OF THE CENTER OF THE END
 DK2140'OF RUNWAY 18, 40.5 M (132.9 FT) NORTH OF THE CENTER OF A PAVED ROAD
 DK2140'LEADING WEST TO RUNWAY 18, 10.1 M (33.1 FT) WEST OF THE CENTER OF THE
 DK2140'AIRPORT ENTRANCE ROAD, 1.2 M (3.9 FT) SOUTHWEST OF A FENCE CORNER.0.8
 DK2140'MSOUTH OF A FENCE AND CARSONITE WITNESS POST.
 DK2140'ALL GATES ARE LOCKED AT NIGHT.
 DK2140'AIRPORT IS ONLY ATTENDED PART-TIME.
 DK2140'DESCRIBED BY E.J.HANSMANN.
 DK2140
 DK2140                          STATION RECOVERY (1990)
 DK2140
 DK2140'RECOVERED 1990
 DK2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2227 ***********************************************************************
 EH2227  DESIGNATION -  HEF
 EH2227  PID         -  EH2227
 EH2227  STATE/COUNTY-  AR/LONOKE
 EH2227  USGS QUAD   -  PETTUS (1982)
 EH2227
 EH2227                         *CURRENT SURVEY CONTROL
 EH2227  ___________________________________________________________________
 EH2227* NAD 83(1986)-  34 39 03.     (N)    091 54 26.     (W)     SCALED    
 EH2227* NAVD 88     -        67.422  (meters)     221.20   (feet)  POSTED    
 EH2227  ___________________________________________________________________
 EH2227  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH2227  DYNAMIC HT  -          67.360 (meters)     221.00  (feet)  COMP
 EH2227  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 EH2227
 EH2227  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2227
 EH2227.The horizontal coordinates were scaled from a topographic map and have
 EH2227.an estimated accuracy of +/- 6 seconds.
 EH2227
 EH2227.The orthometric height was determined by differential leveling
 EH2227.and adjusted by the National Geodetic Survey in 1992..
 EH2227.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2227.rate of 0.0 thru 1.0 mm/km.
 EH2227
 EH2227.The geoid height was determined by GEOID03.
 EH2227
 EH2227.The dynamic height is computed by dividing the NAVD 88
 EH2227.geopotential number by the normal gravity value computed on the
 EH2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2227.degrees latitude (g = 980.6199 gals.).
 EH2227
 EH2227.The modeled gravity was interpolated from observed gravity values.
 EH2227
 EH2227;                    North         East    Units  Estimated Accuracy
 EH2227;SPC AR S     -   620,080.      408,510.      MT  (+/- 180 meters Scaled)
 EH2227
 EH2227                          SUPERSEDED SURVEY CONTROL
 EH2227
 EH2227  NGVD 29 (??/??/??)   67.450  (m)          221.29   (f) ADJUSTED    2 0
 EH2227
 EH2227.Superseded values are not recommended for survey control.
 EH2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2227.See file dsdata.txt to determine how the superseded data were derived.
 EH2227
 EH2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU001348(NAD 83)
 EH2227_MARKER: DD = SURVEY DISK
 EH2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2227_STAMPING: H E F 1936
 EH2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2227+STABILITY: SURFACE MOTION
 EH2227
 EH2227  HISTORY     - Date     Condition        Report By
 EH2227  HISTORY     - 1936     MONUMENTED       ARGS
 EH2227  HISTORY     - 1955     GOOD             CGS
 EH2227  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2227
 EH2227                          STATION DESCRIPTION
 EH2227
 EH2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2227'9.2 MI N FROM COY.
 EH2227'9.2 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT COY,
 EH2227'133 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLDHAM SCHOOL, 58
 EH2227'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTH OF THE
 EH2227'CENTER LINE OF A ROAD LEADING EAST, 53 FEET SOUTH OF A 20 INCH OAK
 EH2227'TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 EH2227'THE GROUND.
 EH2227'NOTE-- THE OLD SCHOOL BUILDING HAS BEEN TORN DOWN.
 EH2227
 EH2227                          STATION RECOVERY (1976)
 EH2227
 EH2227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2223 ***********************************************************************
 EH2223  DESIGNATION -  HEI
 EH2223  PID         -  EH2223
 EH2223  STATE/COUNTY-  AR/LONOKE
 EH2223  USGS QUAD   -  PETTUS (1982)
 EH2223
 EH2223                         *CURRENT SURVEY CONTROL
 EH2223  ___________________________________________________________________
 EH2223* NAD 83(1986)-  34 42 16.     (N)    091 55 19.     (W)     SCALED    
 EH2223* NAVD 88     -        69.289  (meters)     227.33   (feet)  POSTED    
 EH2223  ___________________________________________________________________
 EH2223  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH2223  DYNAMIC HT  -          69.220 (meters)     227.10  (feet)  COMP
 EH2223  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 EH2223
 EH2223  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2223
 EH2223.The horizontal coordinates were scaled from a topographic map and have
 EH2223.an estimated accuracy of +/- 6 seconds.
 EH2223
 EH2223.The orthometric height was determined by differential leveling
 EH2223.and adjusted by the National Geodetic Survey in 1992..
 EH2223.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2223.rate of 0.0 thru 1.0 mm/km.
 EH2223
 EH2223.The geoid height was determined by GEOID03.
 EH2223
 EH2223.The dynamic height is computed by dividing the NAVD 88
 EH2223.geopotential number by the normal gravity value computed on the
 EH2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2223.degrees latitude (g = 980.6199 gals.).
 EH2223
 EH2223.The modeled gravity was interpolated from observed gravity values.
 EH2223
 EH2223;                    North         East    Units  Estimated Accuracy
 EH2223;SPC AR S     -   626,020.      407,150.      MT  (+/- 180 meters Scaled)
 EH2223
 EH2223                          SUPERSEDED SURVEY CONTROL
 EH2223
 EH2223  NGVD 29 (??/??/??)   69.311  (m)          227.40   (f) ADJUSTED    2 0
 EH2223
 EH2223.Superseded values are not recommended for survey control.
 EH2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2223.See file dsdata.txt to determine how the superseded data were derived.
 EH2223
 EH2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU987407(NAD 83)
 EH2223_MARKER: DD = SURVEY DISK
 EH2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2223_STAMPING: H E I 1936
 EH2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2223+STABILITY: SURFACE MOTION
 EH2223
 EH2223  HISTORY     - Date     Condition        Report By
 EH2223  HISTORY     - 1936     MONUMENTED       ARGS
 EH2223  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH2223
 EH2223                          STATION DESCRIPTION
 EH2223
 EH2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2223'6.4 MI S FROM LONOKE.
 EH2223'6.4 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH2223'AND PACIFIC RAILWAY STATION AT LONOKE, LONOKE COUNTY, AT THE JUDGE
 EH2223'HIGH ESTATE, 390 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 EH2223'136 FEET NORTH OF THE CORNER OF THE BARN LOT FENCE, 49 FEET NORTH OF A
 EH2223'40-INCH BLACK-GUM TREE, 26 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 EH2223'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1839 ***********************************************************************
 FF1839  DESIGNATION -  HEIGHT
 FF1839  PID         -  FF1839
 FF1839  STATE/COUNTY-  AR/WHITE
 FF1839  USGS QUAD   -  BALD KNOB (1994)
 FF1839
 FF1839                         *CURRENT SURVEY CONTROL
 FF1839  ___________________________________________________________________
 FF1839* NAD 83(1997)-  35 18 37.73669(N)    091 34 46.80225(W)     ADJUSTED  
 FF1839* NAVD 88     -       103.9    (meters)     341.     (feet)  VERTCON   
 FF1839  ___________________________________________________________________
 FF1839  X           -    -143,641.633 (meters)                     COMP
 FF1839  Y           -  -5,208,675.238 (meters)                     COMP
 FF1839  Z           -   3,666,073.941 (meters)                     COMP
 FF1839  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FF1839  ELLIP HEIGHT-          76.48  (meters)          (09/24/01) GPS OBS
 FF1839  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1839
 FF1839  HORZ ORDER  -  FIRST
 FF1839  ELLP ORDER  -  FOURTH    CLASS II
 FF1839
 FF1839.The horizontal coordinates were established by classical geodetic methods
 FF1839.and adjusted by the National Geodetic Survey in September 1999..
 FF1839
 FF1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1839
 FF1839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1839
 FF1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1839
 FF1839.The ellipsoidal height was determined by GPS observations
 FF1839.and is referenced to NAD 83.
 FF1839
 FF1839.The geoid height was determined by GEOID03.
 FF1839
 FF1839;                    North         East     Units Scale Factor Converg.
 FF1839;SPC AR N     -   108,487.767   438,223.768   MT  0.99994728   +0 14 40.5
 FF1839;SPC AR N     -   355,930.28  1,437,739.15   sFT  0.99994728   +0 14 40.5
 FF1839;UTM  15      - 3,908,400.431   629,120.664   MT  0.99980546   +0 49 15.9
 FF1839
 FF1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1839!SPC AR N     -   0.99998800  x   0.99994728  =   0.99993528
 FF1839!UTM  15      -   0.99998800  x   0.99980546  =   0.99979346
 FF1839
 FF1839|---------------------------------------------------------------------|
 FF1839| PID    Reference Object                     Distance      Geod. Az  |
 FF1839|                                                           dddmmss.s |
 FF1839| CI1597 HEIGHT RM 1                          45.409 METERS 01850     |
 FF1839| FF1841 BALD KNOB MUNICIPAL TANK            456.095 METERS 0840839.9 |
 FF1839| FF1831 AUGUSTA EAST MUNICIPAL TANK         APPROX.20.0 KM 0982850.0 |
 FF1839| FF1832 AUGUSTA WEST MUNICIPAL TANK         APPROX.19.6 KM 0985157.3 |
 FF1839| CI1598 HEIGHT RM 2                          31.300 METERS 16117     |
 FF1839| FF1848 JUDSONIA ENTERPRISE BOX CO TK       APPROX. 7.2 KM 2290041.8 |
 FF1839| FF1842 DONIPHAN BLOXONEND FLOORING TK      APPROX.10.6 KM 2313851.5 |
 FF1839| FF1843 JUDSONIA MUNICIPAL TANK             APPROX. 6.7 KM 2320503.4 |
 FF1839| FF1845 DONIPHAN BLOXONEND FLOOR STK        APPROX.10.7 KM 2324244.2 |
 FF1839| FF1840 BALD KNOB MUNICIPAL STANDPIPE        40.510 METERS 25357     |
 FF1839| CI1599 HEIGHT RM 3                          29.402 METERS 26309     |
 FF1839| CI1596 HEIGHT AZ MK RESET                                 2764010.8 |
 FF1839| CI1595 HEIGHT AZ MK                                       2772459.8 |
 FF1839|---------------------------------------------------------------------|
 FF1839
 FF1839                          SUPERSEDED SURVEY CONTROL
 FF1839
 FF1839  ELLIP H (09/14/99)   76.48   (m)                       GP(       ) 4 1
 FF1839  NAD 83(1986)-  35 18 37.74720(N)    091 34 46.80084(W) AD(       ) 1
 FF1839  NAD 27      -  35 18 37.44300(N)    091 34 46.32100(W) AD(       ) 1
 FF1839  NGVD 29 (11/13/90)  103.8    (m)          341.     (f) GPS OBS        
 FF1839
 FF1839.Superseded values are not recommended for survey control.
 FF1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1839.See file dsdata.txt to determine how the superseded data were derived.
 FF1839
 FF1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2912108400(NAD 83)
 FF1839_MARKER: DS = TRIANGULATION STATION DISK
 FF1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1839_SP_SET: CONCRETE POST
 FF1839_STAMPING: HEIGHT 1934
 FF1839_MARK LOGO: CGS   
 FF1839_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1839+STABILITY: SURFACE MOTION
 FF1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1839+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1990
 FF1839
 FF1839  HISTORY     - Date     Condition        Report By
 FF1839  HISTORY     - 1934     MONUMENTED       CGS
 FF1839  HISTORY     - 1934     GOOD             CGS
 FF1839  HISTORY     - 1940     GOOD             CGS
 FF1839  HISTORY     - 1954     GOOD             CGS
 FF1839  HISTORY     - 1962     GOOD             CGS
 FF1839  HISTORY     - 1967     GOOD             CGS
 FF1839  HISTORY     - 19900319 GOOD             NGS
 FF1839
 FF1839                          STATION DESCRIPTION
 FF1839
 FF1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1839'THE STATION IS LOCATED 0.7 MILE W OF BALD KNOB, AND 0.3
 FF1839'MILE W OF THE MUNICIPAL WATER TANK AT BALD KNOB.  THE STATION
 FF1839'IS LOCATED ABOUT 120 YARDS S OF SECTION LINE ROAD IN THE
 FF1839'E EDGE OF A CULTIVATED FIELD BELONGING TO MR. ROY HEIGHT.
 FF1839'MARK IS LOCATED IN NW 1/4 SEC. 19, T 8 N, R 5 W, 36.7 FEET
 FF1839'W OF A N-S FENCE LINE.
 FF1839'
 FF1839'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FF1839'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 FF1839'
 FF1839'REFERENCE MARK NO. 1 IS IN THE EASTERN EDGE OF A CULTIVATED
 FF1839'FIELD ALONG THE FENCE LINE, 22.8 FEET E OF THE CENTER LINE
 FF1839'OF ROAD IN THE FIELD, AND 149.10 FEET FROM THE STATION.
 FF1839'
 FF1839'REFERENCE MARK NO. 2 IS LOCATED JUST E OF THE E EDGE OF
 FF1839'A CULTIVATED FIELD, ALONG THE FENCE LINE, 102.8 FEET FROM
 FF1839'THE STATION.
 FF1839'
 FF1839'THE AZIMUTH MARK IS LOCATED 0.3 MILE W OF THE STATION, ALONG
 FF1839'FENCE LINE, 12 FEET FROM THE CENTER LINE OF SECTION LINE
 FF1839'ROAD.
 FF1839'
 FF1839'ALL MARKS PROJECT FROM 8 TO 10 INCHES.
 FF1839'
 FF1839'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 FF1839
 FF1839                          STATION RECOVERY (1934)
 FF1839
 FF1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1839'RECOVERED IN GOOD CONDITION.
 FF1839
 FF1839                          STATION RECOVERY (1940)
 FF1839
 FF1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FF1839'STATION, TWO REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 FF1839'IN GOOD CONDITION, NO NEW MARKS WERE ESTABLISHED.  DIRECTIONS
 FF1839'AND DISTANCES ARE 1940 MEASUREMENTS.
 FF1839'
 FF1839'STATION, STAMPED HEIGHT 1934 PROJECTS ABOUT 6 INCHES ABOVE
 FF1839'THE GROUND.  IT IS ON THE E SIDE OF A CULTIVATED FIELD,
 FF1839'18.0 FEET W OF THE CENTER LINE OF LANE, 59.5 FEET N OF A
 FF1839'3.0-FOOT OAK TREE, 37.0 FEET W OF FENCE, AND 8.0 FEET N
 FF1839'OF WHITE REFERENCE POST.
 FF1839'
 FF1839'REFERENCE MARK NO. 1, STAMPED HEIGHT NO. 1 1934 PROJECTS
 FF1839'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 FF1839'AS THE STATION, 23.5 FEET E OF THE CENTER LINE OF LANE, AND
 FF1839'1.5 FEET W OF FENCE LINE.
 FF1839'
 FF1839'REFERENCE MARK NO. 2, STAMPED HEIGHT NO. 2 1934 PROJECTS
 FF1839'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 FF1839'ELEVATION AS THE STATION, 20.0 FEET E OF THE CENTER LINE
 FF1839'OF LANE, AND 1.5 FEET W OF FENCE.
 FF1839'
 FF1839'STATION IS REACHED AS FOLLOWS- FROM JAMESONS SERVICE STATION
 FF1839'IN BALD KNOB GO N 0.15 MILE TO CROSS ROAD.  TURN LEFT (W) AND
 FF1839'GO 0.6 MILE TO GATE ON THE LEFT (S), TURN LEFT (S) AND GO
 FF1839'ABOUT 120 YARDS TO STATION.
 FF1839
 FF1839                          STATION RECOVERY (1954)
 FF1839
 FF1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1839'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND
 FF1839'IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK WAS NOT RECOVERED.
 FF1839'A NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A COMPLETE
 FF1839'DESCRIPTION.
 FF1839'
 FF1839'THE STATION IS LOCATED ABOUT 3/4 MILE WEST OF BALD KNOB
 FF1839'AND 0.3 MILE WEST OF THE MUNICIPAL WATER TANK, IN THE NORTHWEST
 FF1839'1/4 OF SECTION 19, T 8 N, R 5 W, ON LAND OWNED BY ROY HEIGHT.
 FF1839'IT IS 63.7 FEET WEST OF THE SOUTHWEST CORNER OF A WHITE RAIL
 FF1839'FENCE, 16 FEET WEST OF THE CENTER OF A TRACK ROAD AND 37
 FF1839'FEET WEST OF A WIRE FENCE.
 FF1839'
 FF1839'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN BALD
 FF1839'KNOB, GO WEST ON A PAVED STREET FOR 0.3 MILE TO A TRACK ROAD
 FF1839'LEADING SOUTH, TURN LEFT AND GO SOUTH 0.05 MILE TO THE STATION
 FF1839'ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 FF1839'GO NORTH ON THE TRACK ROAD FOR 0.05 MILE TO A GRAVEL ROAD
 FF1839'LEADING WEST, TURN LEFT AND GO WEST 0.5 MILE TO THE MARK
 FF1839'ON THE LEFT.
 FF1839'
 FF1839'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF1839'HEIGHT 1934.
 FF1839'
 FF1839'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTER OF THE TRACK
 FF1839'ROAD AND 12 FEET WEST OF THE RAIL FENCE.  THE MARK PROJECTS
 FF1839'6 INCHES AND THE DISK IS STAMPED HEIGHT NO 1 1934.
 FF1839'
 FF1839'REFERENCE MARK 2 IS 22 FEET EAST OF THE CENTER OF THE TRACK
 FF1839'ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1839'HEIGHT NO 2 1934.
 FF1839'
 FF1839'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF A GRAVELED
 FF1839'ROAD, 2 FEET EAST OF A POWERLINE POLE AND 2 FEET SOUTHWEST OF
 FF1839'A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 FF1839'AND THE DISK IS STAMPED HEIGHT 1934 RESET 1954.
 FF1839'
 FF1839'HEIGHT OF LIGHT ABOVE THE STATION MARK 33 METERS.
 FF1839
 FF1839                          STATION RECOVERY (1962)
 FF1839
 FF1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1839'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 FF1839'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE CONCRETE
 FF1839'POST REFERENCE DISK NO. 1 IS SET IN, IS CHIPPED ON TWO SIDES,
 FF1839'BUT THE DISK AND THE CONCRETE POST ARE SOLID.  THE DISTANCES
 FF1839'TO THE REFERENCE MARKS VERIFIED THE 1954 DISTANCES.  THE
 FF1839'DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK VERIFIED
 FF1839'THE 1954 DIRECTIONS.
 FF1839'
 FF1839'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 FF1839'
 FF1839'A COMPLETE NEW DESCRIPTION FOLLOWS-
 FF1839'
 FF1839'THE STATION IS 3/4 MILE WEST OF BALD KNOB AND APPROXIMATELY
 FF1839'135 FEET EAST OF THE BALD KNOB MUNICIPAL STANDPIPE AND ON
 FF1839'PROPERTY OWNED BY DR. T.L. ADAIR.
 FF1839'
 FF1839'TO REACH THE STATION FROM THE POST OFFICE IN BALD KNOB, GO
 FF1839'WESTERLY ON A PAVED STREET FOR 0.05 MILE TO A TRAFFIC LIGHT.
 FF1839'CONTINUE WESTERLY FOR 0.05 MILE TO DIAGONAL CROSS STREETS.
 FF1839'BEAR LEFT AND GO WEST ON A PAVED STREET FOR 0.55 MILE TO
 FF1839'A CROSSROAD.  TURN LEFT AND GO SOUTH ON A TRACK ROAD FOR
 FF1839'0.05 MILE TO THE STATION ON THE RIGHT.
 FF1839'
 FF1839'STATION MARK, A STANDARD DISK STAMPED HEIGHT 1934, IS SET IN
 FF1839'A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 97 FEET
 FF1839'EAST OF THE NORTHEAST CORNER OF A FENCE AROUND THE STANDPIPE,
 FF1839'21 FEET WEST OF THE CENTER OF THE TRACK ROAD, 18 FEET
 FF1839'NORTHWEST OF A POWER POLE AND 4 FEET SOUTHWEST OF A METAL
 FF1839'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 FF1839'
 FF1839'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HEIGHT NO 1
 FF1839'1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 FF1839'IT IS 106 FEET SOUTHEAST OF A POWER POLE, 22 FEET EAST OF
 FF1839'THE CENTER OF THE TRACK ROAD AND 13 FEET WEST OF A BOARD
 FF1839'FENCE.
 FF1839'
 FF1839'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HEIGHT NO 2
 FF1839'1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 FF1839'IT IS 25 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 FF1839'
 FF1839'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HEIGHT NO 3
 FF1839'1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 FF1839'INCHES.  IT IS 42 FEET WEST OF A POWER POLE AND 2.5 FEET
 FF1839'SOUTH OF THE NORTHEAST CORNER OF THE FENCE AROUND THE
 FF1839'STANDPIPE.
 FF1839'
 FF1839'AZIMUTH MARK, A STANDARD DISK STAMPED HEIGHT 1934 RESET
 FF1839'1954, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 FF1839'IT IS 25 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 2.3 FEET SOUTH
 FF1839'OF A METAL WITNESS POST AND 2 FEET SOUTHEAST OF A POWER
 FF1839'POLE.
 FF1839'
 FF1839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE TRACK
 FF1839'ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST
 FF1839'ON A DIRT ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FF1839'
 FF1839'NOTE- REFERENCE MARKS MEASURED WITH 5 AND 7 KG. TAPE TENSION.
 FF1839
 FF1839                          STATION RECOVERY (1967)
 FF1839
 FF1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1839'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND
 FF1839'THE 1962 DESCRIPTION BY J.K. RICHARDS IS ADEQUATE.
 FF1839'
 FF1839'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK 2.
 FF1839
 FF1839                          STATION RECOVERY (1990)
 FF1839
 FF1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1839'STATION IS LOCATED ABOUT 17.1 KM (10.6 MI) SOUTHWEST OF BRADFORD, 15.7
 FF1839'KM (9.8 MI) NORTHEAST OF SEARCY, 1.0 KM (0.6 MI) WEST OF BALDKNOB.
 FF1839'OWNERSHIP--CITY OF BALD KNOB.
 FF1839'TO REACH THE STATION FROM THE POST OFFICE (STATE HIGHWAY 367 AND
 FF1839'CENTER STREET) IN BALD KNOB.  GO WEST ON CENTER STREET FOR 1.12 KM
 FF1839'(0.70 MI) TO A TRACK ROAD ON THE LEFT AND BK LAKE ROAD ON THE RIGHT.
 FF1839'TURN LEFT AND GO SOUTH ON THE TRACK ROAD FOR 0.07 KM (0.04 MI) TO A
 FF1839'STANDPIPE WATERTANK AND THE STATION ON THE RIGHT.
 FF1839'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---HEIGHT 1934---.
 FF1839'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT PROJECTS 8-CM
 FF1839'ABOVE THE GROUND.  IT IS 29.6 M (97.1 FT) EAST OF THE NORTHEAST
 FF1839'CORNER OF A CHAINLINK FENCE AROUND A WATERTANK, 20.3 M (66.6 FT)
 FF1839'NORTHEAST OF A UTILITY POLE WITH A ELECTRIC METER, 8.5 M (27.9 FT)
 FF1839'NORTH OF THE CENTER OF A TRACK ROAD, 6.6 M (21.7 FT) WEST OF THE
 FF1839'CENTER OF A TRACK ROAD, 5.7 M (18.7 FT) NORTHWEST OF A UTILITY POLE
 FF1839'WITH A ELECTRIC METER AND LARGE ELECTRIC BOX, AND 1.0 M (3.3 FT)
 FF1839'SOUTH OF A CARSONITE POST.
 FF1839'DESCRIBED BY E.J.HANSMANN.  CHECKED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1420 ***********************************************************************
 DL1420  DESIGNATION -  HEINE
 DL1420  PID         -  DL1420
 DL1420  STATE/COUNTY-  AR/DALLAS
 DL1420  USGS QUAD   -  OUACHITA (1985)
 DL1420
 DL1420                         *CURRENT SURVEY CONTROL
 DL1420  ___________________________________________________________________
 DL1420* NAD 83(1997)-  33 49 17.24219(N)    092 50 20.23447(W)     ADJUSTED  
 DL1420* NAVD 88     -        43.84   (+/-2cm)     143.8    (feet)  VERTCON   
 DL1420  ___________________________________________________________________
 DL1420  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 DL1420  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DL1420
 DL1420  HORZ ORDER  -  SECOND
 DL1420  VERT ORDER  -  THIRD ? (See Below)
 DL1420
 DL1420.The horizontal coordinates were established by classical geodetic methods
 DL1420.and adjusted by the National Geodetic Survey in September 1999..
 DL1420
 DL1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1420.The vertical order pertains to the NGVD 29 superseded value.
 DL1420
 DL1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1420
 DL1420.The geoid height was determined by GEOID03.
 DL1420
 DL1420;                    North         East     Units Scale Factor Converg.
 DL1420;SPC AR S     -   528,398.362   322,338.299   MT  0.99992534   -0 28 10.4
 DL1420;SPC AR S     - 1,733,586.96  1,057,538.24   sFT  0.99992534   -0 28 10.4
 DL1420;UTM  15      - 3,742,371.337   514,903.298   MT  0.99960274   +0 05 22.7
 DL1420
 DL1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1420!SPC AR S     -   0.99999726  x   0.99992534  =   0.99992260
 DL1420!UTM  15      -   0.99999726  x   0.99960274  =   0.99960000
 DL1420
 DL1420:                Primary Azimuth Mark                     Grid Az
 DL1420:SPC AR S     -  HEINE AZ MK                              025 15 47.9
 DL1420:UTM  15      -  HEINE AZ MK                              024 42 14.8
 DL1420
 DL1420|---------------------------------------------------------------------|
 DL1420| PID    Reference Object                     Distance      Geod. Az  |
 DL1420|                                                           dddmmss.s |
 DL1420| CY6193 HEINE AZ MK                                        0244737.5 |
 DL1420| CY6194 HEINE RM 1                           23.201 METERS 23901     |
 DL1420| CY6195 HEINE RM 2                           26.865 METERS 32300     |
 DL1420| DL1414 SPARKMAN MUNICIPAL TANK             APPROX.10.5 KM 3554144.4 |
 DL1420|---------------------------------------------------------------------|
 DL1420
 DL1420                          SUPERSEDED SURVEY CONTROL
 DL1420
 DL1420  NAD 83(1997)-  33 49 17.25130(N)    092 50 20.22620(W) AD(       ) 2
 DL1420  NAD 83(1986)-  33 49 17.25269(N)    092 50 20.22655(W) AD(       ) 2
 DL1420  NAD 27      -  33 49 16.87410(N)    092 50 19.63500(W) AD(       ) 2
 DL1420  NGVD 29 (07/19/86)   43.87   (m)          143.9    (f) LEVELING    3  
 DL1420
 DL1420.Superseded values are not recommended for survey control.
 DL1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1420.See file dsdata.txt to determine how the superseded data were derived.
 DL1420
 DL1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1490342371(NAD 83)
 DL1420_MARKER: DS = TRIANGULATION STATION DISK
 DL1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1420
 DL1420  HISTORY     - Date     Condition        Report By
 DL1420  HISTORY     - 1957     MONUMENTED       CGS
 DL1420  HISTORY     - 1964     GOOD             CGS
 DL1420
 DL1420                          STATION DESCRIPTION
 DL1420
 DL1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1420'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF SPARKMAN,
 DL1420'130 FEET SOUTH OF A FARM HOUSE, 107 FEET EAST OF STATE HIGHWAY
 DL1420'NO. 7 AND 43 FEET WEST OF A 48-INCH TREE.  IT IS SET FLUSH
 DL1420'WITH THE SURFACE OF THE GROUND AND IS STAMPED HEINE 1957.
 DL1420'
 DL1420'REFERENCE MARK NO. 1 IS 33 FEET EAST OF STATE HIGHWAY NO. 7
 DL1420'AND 21 FEET EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 DL1420'6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED HEINE
 DL1420'NO 1 1957.
 DL1420'
 DL1420'REFERENCE MARK NO. 2 IS 48 FEET EAST OF STATE HIGHWAY NO. 7,
 DL1420'6 FEET SOUTH OF A GATE POST AND AND 2 FEET EAST OF A NORTH-SOUTH
 DL1420'FENCE LINE.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE
 DL1420'OF THE GROUND AND IS STAMPED HEINE NO 2 1957.
 DL1420'
 DL1420'AZIMUTH MARK IS 81 FEET EAST OF STATE HIGHWAY NO. 7, 25 FEET
 DL1420'NORTH OF A DRIVEWAY AND 2 FEET SOUTH OF A EAST-WEST FENCE
 DL1420'LINE.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 DL1420'GROUND AND IS STAMPED HEINE 1957.
 DL1420'
 DL1420'TO REACH THE STATION FROM THE POST OFFICE IN SPARKMAN, GO
 DL1420'WEST ON STATE HIGHWAY NO. 7 FOR 0.5 MILE TO A SIDE ROAD LEFT,
 DL1420'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 5.2 MILES TO THE
 DL1420'JUNCTION OF STATE HIGHWAY NO. 7, CONTINUE STRAIGHT AHEAD
 DL1420'SOUTH ON STATE HIGHWAY NO. 7 FOR 2.0 MILES TO THE AZIMUTH
 DL1420'MARK ON THE LEFT AS DESCRIBED, CONTINUE AHEAD ON STATE HIGHWAY
 DL1420'NO. 7 FOR 0.3 MILE TO THE HOME OF MR. J.E. GRACE AND THE
 DL1420'STATION AS DESCRIBED.
 DL1420'
 DL1420'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
 DL1420
 DL1420                          STATION RECOVERY (1964)
 DL1420
 DL1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1420'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1420'THE HOUSE TO THE NORTH OF THE STATION IS VACANT AND THERE HAVE
 DL1420'BEEN SOME CHANGES IN THE FENCES.
 DL1420'
 DL1420'TO REACH THE STATION FROM SPARKMAN, FROM THE MAIN INTERSECTION,
 DL1420'GO WEST FOR 0.5 MILE TO JUNCTION WITH STATE HIGHWAY 7, TURN
 DL1420'LEFT AND GO SOUTH ON HIGHWAY 7 FOR 4.95 MILES TO JUNCTION WITH
 DL1420'STATE HIGHWAY 207, CONTINUE SOUTH ON HIGHWAY 7, FOR 1.85 MILES
 DL1420'TO THE AZIMUTH MARK ON LEFT TO NORTH OF NORTH DRIVEWAY TO
 DL1420'FARMHOUSE, CONTINUE ON HIGHWAY FOR 0.3 MILE TO VACANT HOUSE
 DL1420'AND STATION ON LEFT TO SOUTH OF HOUSE.
 DL1420'
 DL1420'R.M. NO. 1 IS 4.5 FEET EAST OF EAST RIGHT OF WAY FENCE AND
 DL1420'R.M. NO. 2 IS 6 FEET SOUTH OF OLD GATE POST AT WOODEN GATE
 DL1420'LEADING INTO PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2841 ***********************************************************************
 EH2841  DESIGNATION -  HELENA
 EH2841  PID         -  EH2841
 EH2841  STATE/COUNTY-  AR/PHILLIPS
 EH2841  USGS QUAD   -  HELENA (1982)
 EH2841
 EH2841                         *CURRENT SURVEY CONTROL
 EH2841  ___________________________________________________________________
 EH2841* NAD 83(1997)-  34 31 06.29245(N)    090 36 13.40145(W)     ADJUSTED  
 EH2841* NAVD 88     -       109.5    (meters)     359.     (feet)  VERTCON   
 EH2841  ___________________________________________________________________
 EH2841  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 EH2841  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH2841
 EH2841  HORZ ORDER  -  FIRST
 EH2841
 EH2841.The horizontal coordinates were established by classical geodetic methods
 EH2841.and adjusted by the National Geodetic Survey in September 1999..
 EH2841
 EH2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2841
 EH2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2841
 EH2841.The geoid height was determined by GEOID03.
 EH2841
 EH2841;                    North         East     Units Scale Factor Converg.
 EH2841;SPC AR S     -   606,259.229   528,196.019   MT  0.99995405   +0 46 53.3
 EH2841;SPC AR S     - 1,989,035.49  1,732,923.11   sFT  0.99995405   +0 46 53.3
 EH2841;SPC MS W     -   556,483.751   675,174.122   MT  0.99995759   -0 09 11.6
 EH2841;SPC MS W     - 1,825,730.44  2,215,133.77   sFT  0.99995759   -0 09 11.6
 EH2841;UTM  15      - 3,822,246.612   719,960.787   MT  1.00019640   +1 21 30.4
 EH2841
 EH2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2841!SPC AR S     -   0.99998704  x   0.99995405  =   0.99994110
 EH2841!SPC MS W     -   0.99998704  x   0.99995759  =   0.99994464
 EH2841!UTM  15      -   0.99998704  x   1.00019640  =   1.00018344
 EH2841
 EH2841:                Primary Azimuth Mark                     Grid Az
 EH2841:SPC AR S     -  HELENA CO CITY POLICE RAD TWR            044 27 19.4
 EH2841:SPC MS W     -  HELENA CO CITY POLICE RAD TWR            045 23 24.3
 EH2841:UTM  15      -  HELENA CO CITY POLICE RAD TWR            043 52 42.3
 EH2841
 EH2841|---------------------------------------------------------------------|
 EH2841| PID    Reference Object                     Distance      Geod. Az  |
 EH2841|                                                           dddmmss.s |
 EH2841| EH2847 HELENA CO CITY POLICE RAD TWR       APPROX. 1.1 KM 0451412.7 |
 EH2841| EH2844 HELENA US ENGINEERS RADIO MAST      APPROX. 1.1 KM 0473749.3 |
 EH2841| EH2846 ARKANSAS PWR AND LT CO E TOWER      APPROX. 3.0 KM 1195606.3 |
 EH2841| EH2845 HELENA ARK PWR LT W HILINE TWR      APPROX. 1.5 KM 1282258.7 |
 EH2841| CY6196 HELENA RM 1                          23.112 METERS 17830     |
 EH2841| CY6197 HELENA RM 2                          19.279 METERS 27747     |
 EH2841| EH2864 WEST HELENA CHICAGO MILL CO TK      APPROX. 5.8 KM 3011301.5 |
 EH2841| EH2863 WEST HELENA MUNICIPAL TANK          APPROX. 4.9 KM 3071338.9 |
 EH2841| EH2861 WEST HELENA PEKIN WOOD CO STK       APPROX. 5.7 KM 3084649.7 |
 EH2841| EH2851 HELENA CABLE TV MAST                APPROX. 1.5 KM 3324724.1 |
 EH2841| EH2843 HELENA ARK POWER LT RAD TOWER       APPROX. 2.0 KM 3491050.6 |
 EH2841|---------------------------------------------------------------------|
 EH2841
 EH2841                          SUPERSEDED SURVEY CONTROL
 EH2841
 EH2841  NAD 83(1997)-  34 31 06.29281(N)    090 36 13.40175(W) AD(       ) 1
 EH2841  NAD 83(1997)-  34 31 06.29281(N)    090 36 13.40136(W) AD(       ) 1
 EH2841  NAD 83(1986)-  34 31 06.30019(N)    090 36 13.40050(W) AD(       ) 1
 EH2841  NAD 27      -  34 31 05.93050(N)    090 36 13.01950(W) AD(       ) 1
 EH2841  NGVD 29 (07/19/86)  109.5    (m)          359.     (f) VERT ANG       
 EH2841
 EH2841.Superseded values are not recommended for survey control.
 EH2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2841.See file dsdata.txt to determine how the superseded data were derived.
 EH2841
 EH2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1996122247(NAD 83)
 EH2841_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EH2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2841+STABILITY: SURFACE MOTION
 EH2841
 EH2841  HISTORY     - Date     Condition        Report By
 EH2841  HISTORY     - 1953     MONUMENTED       CGS
 EH2841  HISTORY     - 1980     GOOD             NGS
 EH2841  HISTORY     - 1985     GOOD             NGS
 EH2841
 EH2841                          STATION DESCRIPTION
 EH2841
 EH2841'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2841'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF THE CITY OF
 EH2841'HELENA, 26 FEET SOUTH OF AN OAK TREE WITH A TRIANGLE BLAZE,
 EH2841'14 FEET WEST OF THE CENTER OF A DIM TRACK ROAD AND 4 FEET SOUTH OF
 EH2841'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED HELENA
 EH2841'1953.
 EH2841'
 EH2841'REFERENCE MARK NO. 1 IS 10 FEET EAST OF THE CENTER OF A DIM
 EH2841'TRACK ROAD AND 1-1/2 FEET NORTH OF A DOUBLE POWER LINE POLE.
 EH2841'IT PROJECTS 3 INCHES AND IS STAMPED HELENA NO 1 1953.
 EH2841'
 EH2841'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE CENTER OF A TRACK
 EH2841'ROAD, 1 FOOT EAST OF A TELEPHONE POLE AND ABOUT 4 FEET BELOW
 EH2841'STATION ELEVATION.  IT PROJECTS 3 INCHES AND IS STAMPED HELENA
 EH2841'NO 2 1953.
 EH2841'
 EH2841'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 106.68 FEET.
 EH2841'
 EH2841'HELENA, ARKANSAS POWER AND LIGHT COMPANY RADIO TOWER WAS USED
 EH2841'FOR THE AZIMUTH MARK.
 EH2841'
 EH2841'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD
 EH2841'DEPOT IN HELENA GO SOUTH ON MAIN STREET FOR 0.15 MILE TO
 EH2841'MISSOURI STREET, TURN RIGHT AND GO WEST ON MISSOURI STREET FOR
 EH2841'0.3 MILE TO STATE HIGHWAY 20, TURN LEFT AND GO SOUTH ON STATE
 EH2841'HIGHWAY 20 FOR 0.05 MILE, TURN RIGHT AND GO WEST, PASSING TO
 EH2841'THE RIGHT OF THE HIGH SCHOOL FOR 0.1 MILE TO A T STREET LEFT,
 EH2841'TURN LEFT AND GO 0.1 MILE TO A T STREET RIGHT, TURN RIGHT AND
 EH2841'FOLLOW MAIN TRAVELED ROAD, UP HILL, FOR 0.5 MILE TO A FORK,
 EH2841'TAKE RIGHT FORK AND GO 0.15 MILE TO A DIM FORK LEFT, TAKE DIM
 EH2841'FORK LEFT FOR ABOUT 150 FEET TO THE STATION AS DESCRIBED.
 EH2841'
 EH2841'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 EH2841
 EH2841                          STATION RECOVERY (1980)
 EH2841
 EH2841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2841'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 EH2841'FOUND IN GOOD CONDITION.  THE ANGLE BETWEEN REFERENCE MARKS
 EH2841'CHECKED.  A DIFFERENCE OF 0.009 METER LONGER IS NOTED IN THE
 EH2841'DISTANCE TO REFERENCE MARK 1 AND A DIFFERENCE OF 0.013 METER
 EH2841'LONGER IS NOTED IN THE DISTANCE TO REFERENCE MARK 2.  HELENA
 EH2841'CABLE TELEVISION MAST WAS USED AS A GROUND AZIMUTH.  THERE WAS
 EH2841'NOT A SUITABLE LOCATION FOR AN AZIMUTH MARK NOR A LONG REFERENCE
 EH2841'MARK.  A COMPLETE DESCRIPTION FOLLOWS.
 EH2841'
 EH2841'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF HELENA, ATOP A
 EH2841'KNOLL AND ON PROPERTY OWNED BY MR. C.M.T. KIRKMAN, 1105 PERRY
 EH2841'STREET, HELENA, AR, 72342. TELEPHONE 501-338-8712.
 EH2841'
 EH2841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 EH2841'U.S. HIGHWAY 49 BUSINESS, ABOUT 0.5 MILE (0.8 KM) WEST OF THE
 EH2841'MISSISSIPPI RIVER BRIDGE AT THE SOUTH EDGE OF HELENA, GO
 EH2841'NORTHEAST ON U.S. HIGHWAY 49 BUSINESS FOR 1.6 MILES (2.57 KM) TO
 EH2841'ARKANSAS STREET AND A HIGH SCHOOL ON THE LEFT.  TURN LEFT AND GO
 EH2841'WEST ON ARKANSAS STREET FOR 0.15 MILE (0.24 KM) TO PRAIRIE STREET.
 EH2841'TURN LEFT AND GO SOUTH ON PRAIRIE STREET FOR 0.1 MILE (0.16 KM)
 EH2841'TO MILITARY ROAD.  TURN RIGHT AND GO WEST FOR 0.05 MILE (0.08 KM)
 EH2841'TO A FORK.  BEAR LEFT AND CONTINUE ON MILITARY ROAD, UPHILL FOR
 EH2841'0.6 MILE (0.97 KM) TO A DIM TRACK ROAD BENEATH AN OVERHEAD POWER
 EH2841'LINE.  TURN SHARP LEFT AND GO SOUTHEAST FOR ABOUT 150 FEET
 EH2841'(0.04 KM) TO THE STATION ON THE LEFT, ABOUT 3 METERS SOUTH OF THE
 EH2841'HIGHEST POINT OF THE KNOLL.
 EH2841'
 EH2841'THE STATION IS A STANDARD C AND GS DISK
 EH2841'STAMPED---HELENA 1953---,
 EH2841'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2841'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 EH2841'10 METERS NORTH FROM THE CENTER OF A TRACK ROAD,
 EH2841'1.6 METERS SOUTH-SOUTHWEST FROM A METAL WITNESS POST AND IS ABOUT
 EH2841'ABOUT 1.5 METERS HIGHER THAN THE TRACK ROAD.
 EH2841'THE UNDERGROUND MARK IS NOT MENTIONED IN THE 1953 DATA.
 EH2841'
 EH2841'REFERENCE MARK NUMBER 01 IS A STANDARD C AND GS DISK
 EH2841'STAMPED---HELENA NO 1 1953---,
 EH2841'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2841'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 EH2841'3.8 METERS SOUTHEAST FROM THE CENTER OF A TRACK ROAD,
 EH2841'1.3 METERS NORTHWEST FROM THE NORTHEASTERNMOST OF TWO POWERLINE
 EH2841'POLES AND
 EH2841'0.5 METER EAST FROM A METAL WITNESS POST.
 EH2841'MARK IS BELOW STATION 0.3 METER.
 EH2841'
 EH2841'REFERENCE MARK NUMBER 02 IS A STANDARD C AND GS DISK
 EH2841'STAMPED---HELENA NO 2 1953---,
 EH2841'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2841'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 EH2841'4.5 METERS EAST FROM THE CENTER OF A TRACK ROAD,
 EH2841'1.6 METERS NORTH FROM A METAL WITNESS POST AND
 EH2841'0.4 METER SOUTHWEST FROM A TELEPHONE POLE.
 EH2841'MARK IS BELOW STATION 1.5 METERS.
 EH2841'
 EH2841'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.1 METERS.
 EH2841
 EH2841                          STATION RECOVERY (1985)
 EH2841
 EH2841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2841'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 EH2841'(RADIO TOWER) WERE RECOVERED IN GOOD CONDITION.  STATION AND
 EH2841'REFERENCE MARKS IS IN S POWERLINE RIGHT-OF-WAY, IN VERY THICK
 EH2841'BRUSH,  ONE HOUR CLEARING IS NEEDED TO WORK FROM THE STATION.
 EH2841'
 EH2841'TO REACH FROM THE JUNCTION OF US HIGHWAY 49 AND 49B AT THE
 EH2841'SOUTH EDGE OF HELENA, GO  NORTHEAST ON HIGHWAY 49 B FOR 2.5 KM
 EH2841'(1.55 MI) TO A CROSS STREET ON NORTH SIDE OF A SCHOOL BUILDING
 EH2841'ON THE LEFT.  TURN LEFT, WEST, ON ARKANSAS STREET FOR 0.25 KM
 EH2841'(0.15 MI) TO A STREET LEFT.  TURN LEFT, SOUTH, ON PRAIRIE STREET
 EH2841'FOR 0.15 KM (0.1 MI) TOA STREET RIGHT.  TURN RIGHT, WEST, UPHILL,
 EH2841'ON PARK HILL ROAD FOR 0.1 KM (0.05 MI) TO A STREET LEFT.  TURN
 EH2841'LEFT, SOUTH, ON MILITARY ROAD FOR 5.7 KM (3.55 MI) TO A DIM ROAD
 EH2841'LEFT UNDER POWERLINES. TURN LEFT ON DIM ROAD FOR 40 METERS TO
 EH2841'POINT WHERE ROAD TURNS RIGHT AND STATION ON THE LEFT.
 EH2841'
 EH2841'STATION MARK IS 2 CM BELOW GROUND.  NO MEASUREMENTS TAKEN
 EH2841'DUE TO THICK BRUSH.
 EH2841'
 EH2841'REFERENCE MARK 1 PROJECTS 12 CM.  IT IS 4 METERS SOUTHEAST OF THE DIM
 EH2841'ROAD, 2 METERS NORTHWEST OF THE EAST 1 OF 2 METAL POWER LINE POLES,
 EH2841'AND 0.5 METERS EAST OF A METAL WITNESS POST.
 EH2841'
 EH2841'REFERENCE MARK 2 PROJECTS 5 CM, ABOUT 8 METERS NORTHEAST OF THE
 EH2841'ROAD, 1 METER ABOVE THE ROAD, AT THE BASE OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9665 ***********************************************************************
 DE9665  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9665  DESIGNATION -  HELENA
 DE9665  PID         -  DE9665
 DE9665  STATE/COUNTY-  AR/PHILLIPS
 DE9665  USGS QUAD   -  HELENA (1982)
 DE9665
 DE9665                         *CURRENT SURVEY CONTROL
 DE9665  ___________________________________________________________________
 DE9665* NAD 83(1997)-  34 31 21.57150(N)    090 35 07.15180(W)     ADJUSTED  
 DE9665* NAVD 88     -        63.53   (meters)     208.4    (feet)  GPS OBS   
 DE9665  ___________________________________________________________________
 DE9665  X           -     -53,740.597 (meters)                     COMP
 DE9665  Y           -  -5,260,374.839 (meters)                     COMP
 DE9665  Z           -   3,594,383.886 (meters)                     COMP
 DE9665  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DE9665  ELLIP HEIGHT-          36.57  (meters)          (01/24/03) GPS OBS
 DE9665  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DE9665
 DE9665  HORZ ORDER  -  FIRST
 DE9665  ELLP ORDER  -  SECOND    CLASS II
 DE9665
 DE9665.The horizontal coordinates were established by GPS observations
 DE9665.and adjusted by the National Geodetic Survey in January 2003..
 DE9665
 DE9665.The orthometric height was determined by GPS observations and a
 DE9665.high-resolution geoid model using precise GPS observation and
 DE9665.processing techniques.
 DE9665
 DE9665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9665
 DE9665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9665
 DE9665.The ellipsoidal height was determined by GPS observations
 DE9665.and is referenced to NAD 83.
 DE9665
 DE9665.The geoid height was determined by GEOID03.
 DE9665
 DE9665;                    North         East     Units Scale Factor Converg.
 DE9665;SPC AR S     -   606,753.174   529,879.007   MT  0.99995468   +0 47 30.4
 DE9665;SPC AR S     - 1,990,656.04  1,738,444.71   sFT  0.99995468   +0 47 30.4
 DE9665;UTM  15      - 3,822,757.610   721,639.128   MT  1.00020553   +1 22 08.5
 DE9665
 DE9665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9665!SPC AR S     -   0.99999426  x   0.99995468  =   0.99994894
 DE9665!UTM  15      -   0.99999426  x   1.00020553  =   1.00019979
 DE9665
 DE9665                          SUPERSEDED SURVEY CONTROL
 DE9665
 DE9665.No superseded survey control is available for this station.
 DE9665
 DE9665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2163922758(NAD 83)
 DE9665_MARKER: F = FLANGE-ENCASED ROD
 DE9665_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9665+WITH SETTING: INFORMATION.
 DE9665_STAMPING: HELENA GAGE REF 2001
 DE9665_MARK LOGO: USACE 
 DE9665_PROJECTION: RECESSED 15 CENTIMETERS
 DE9665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9665+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 DE9665_ROD/PIPE-DEPTH:  2.1 meters
 DE9665
 DE9665  HISTORY     - Date     Condition        Report By
 DE9665  HISTORY     - 20010604 MONUMENTED       USACE
 DE9665  HISTORY     - 20011017 GOOD             3001
 DE9665
 DE9665                          STATION DESCRIPTION
 DE9665
 DE9665'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9665'THE STATION IS LOCATED IN HELENA, ARK.  10.7 MILES NORTH-NORTHEAST OF
 DE9665'FRIARS POINT, MS.
 DE9665'10.5 MILES EAST OF BARTON, ARK.  20 MILES SOUTH-SOUTHEAST OF MARIANNA,
 DE9665'ARK.
 DE9665' 
 DE9665'TO REACH THE STATION FROM THE INTERSECTION OF HWY 49 WEST SIDE OF
 DE9665'MISSISSIPPI RIVER AND
 DE9665'HWY 49 BUSINESS, GO NORTH ON HWY 49 BUSINESS IN HELENA, ARK, FOR 1.7
 DE9665'MILES TO MISSOURI
 DE9665'STREET ON RIGHT, THENCE RIGHT ON MISSOURI STREET FOR 0.30 MILES TO END
 DE9665'OF STREET AND
 DE9665'RIVER LEVEE.  STATION IS APPROXIMATELY 150 FEET NORTHWEST OF END OF
 DE9665'STREET NEAR FLAG
 DE9665'POLE ON TOP OF LEVEE.
 DE9665' 
 DE9665'THE STATION IS AN ALUMINUM DISK SET ON A STAINLESS STEEL ROD DRIVEN TO
 DE9665'7 FEET.  100 FEET
 DE9665'UPSTREAM OF UPSTREAM END OF HELENA FLOODWALL, 84.4 FEET NORTHEAST OF
 DE9665'THE NORTHERN
 DE9665'MOST CONCRETE/STEEL POST OF PAVILLIAN, 12.6 FEET EAST OF A STEEL FLAG
 DE9665'POLE, 7 FEET EAST OF
 DE9665'CENTERLINE OF BRICK WALK AT TOP OF LEVEE.  STATION IS STAMPED HELENA
 DE9665'GAGE REF 2001.
 DE9665'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2766 ***********************************************************************
 EH2766  DESIGNATION -  HELENA APL CO TANK
 EH2766  PID         -  EH2766
 EH2766  STATE/COUNTY-  AR/PHILLIPS
 EH2766  USGS QUAD   -  MOON LAKE (1964)
 EH2766
 EH2766                         *CURRENT SURVEY CONTROL
 EH2766  ___________________________________________________________________
 EH2766* NAD 83(1997)-  34 27 44.93880(N)    090 35 53.47066(W)     ADJUSTED  
 EH2766* NAVD 88     -                                                        
 EH2766  ___________________________________________________________________
 EH2766  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 EH2766  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2766
 EH2766  HORZ ORDER  -  THIRD
 EH2766
 EH2766.The horizontal coordinates were established by classical geodetic methods
 EH2766.and adjusted by the National Geodetic Survey in September 1999..
 EH2766
 EH2766
 EH2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2766
 EH2766.The geoid height was determined by GEOID03.
 EH2766
 EH2766;                    North         East     Units Scale Factor Converg.
 EH2766;SPC AR S     -   600,062.506   528,789.249   MT  0.99994630   +0 47 04.5
 EH2766;SPC AR S     - 1,968,705.07  1,734,869.39   sFT  0.99994630   +0 47 04.5
 EH2766;SPC MS W     -   550,278.132   675,666.203   MT  0.99995730   -0 08 59.5
 EH2766;SPC MS W     - 1,805,370.84  2,216,748.20   sFT  0.99995730   -0 08 59.5
 EH2766;UTM  15      - 3,816,054.631   720,616.446   MT  1.00019997   +1 21 34.8
 EH2766
 EH2766                          SUPERSEDED SURVEY CONTROL
 EH2766
 EH2766  NAD 83(1997)-  34 27 44.93887(N)    090 35 53.47001(W) AD(       ) 4
 EH2766  NAD 83(1986)-  34 27 44.94804(N)    090 35 53.46854(W) AD(       ) 4
 EH2766  NAD 27      -  34 27 44.57541(N)    090 35 53.09019(W) AD(       ) 3
 EH2766
 EH2766.Superseded values are not recommended for survey control.
 EH2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2766.See file dsdata.txt to determine how the superseded data were derived.
 EH2766
 EH2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2061616055(NAD 83)
 EH2766_MARKER: 51 = TANK
 EH2766
 EH2766  HISTORY     - Date     Condition        Report By
 EH2766  HISTORY     - 1980     FIRST OBSERVED   NGS
 EH2766
 EH2766                          STATION DESCRIPTION
 EH2766
 EH2766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2766'THE STATION, HELENA ARKANSAS POWER AND LIGHT COMPANY WATER
 EH2766'TANK, IS TOP CENTER.  IT IS A CYLINDRICAL BODY, DOME SHAPED
 EH2766'TOP, CONCAVE BOTTOM, SUPPORTED BY 4 TUBULAR LEGS,
 EH2766'PAINTED GREEN AND IS 47.2 METERS IN HEIGHT.
 EH2766'
 EH2766'THE STATION IS LOCATED ABOUT 6.4 KM SOUTH OF HELENA ALONG
 EH2766'THE MAIN LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER
 EH2766'AT THE RITCHIE STATION OF THE ARKANSAS POWER AND LIGHT
 EH2766'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2843 ***********************************************************************
 EH2843  DESIGNATION -  HELENA ARK POWER LT RAD TOWER
 EH2843  PID         -  EH2843
 EH2843  STATE/COUNTY-  AR/PHILLIPS
 EH2843  USGS QUAD   -  HELENA (1982)
 EH2843
 EH2843                         *CURRENT SURVEY CONTROL
 EH2843  ___________________________________________________________________
 EH2843* NAD 83(1997)-  34 32 10.62378(N)    090 36 28.25800(W)     ADJUSTED  
 EH2843* NAVD 88     -                                                        
 EH2843  ___________________________________________________________________
 EH2843  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 EH2843  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH2843
 EH2843  HORZ ORDER  -  THIRD
 EH2843
 EH2843.The horizontal coordinates were established by classical geodetic methods
 EH2843.and adjusted by the National Geodetic Survey in September 1999..
 EH2843
 EH2843
 EH2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2843
 EH2843.The geoid height was determined by GEOID03.
 EH2843
 EH2843;                    North         East     Units Scale Factor Converg.
 EH2843;SPC AR S     -   608,236.130   527,790.192   MT  0.99995673   +0 46 45.0
 EH2843;SPC AR S     - 1,995,521.37  1,731,591.65   sFT  0.99995673   +0 46 45.0
 EH2843;SPC MS W     -   558,467.015   674,800.599   MT  0.99995782   -0 09 20.3
 EH2843;SPC MS W     - 1,832,237.20  2,213,908.30   sFT  0.99995782   -0 09 20.3
 EH2843;UTM  15      - 3,824,219.797   719,534.962   MT  1.00019409   +1 21 24.2
 EH2843
 EH2843                          SUPERSEDED SURVEY CONTROL
 EH2843
 EH2843  NAD 83(1997)-  34 32 10.62416(N)    090 36 28.25833(W) AD(       ) 4
 EH2843  NAD 83(1997)-  34 32 10.62423(N)    090 36 28.25784(W) AD(       ) 4
 EH2843  NAD 83(1986)-  34 32 10.63137(N)    090 36 28.25700(W) AD(       ) 4
 EH2843  NAD 27      -  34 32 10.26900(N)    090 36 27.87400(W) AD(       ) 3
 EH2843
 EH2843.Superseded values are not recommended for survey control.
 EH2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2843.See file dsdata.txt to determine how the superseded data were derived.
 EH2843
 EH2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1953524220(NAD 83)
 EH2843_MARKER: 43 = RADIO/TV TOWER
 EH2843
 EH2843  HISTORY     - Date     Condition        Report By
 EH2843  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2843
 EH2843                          STATION DESCRIPTION
 EH2843
 EH2843'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2843'THE STATION IS LOCATED IN THE NORTHWEST PART OF HELENA ON
 EH2843'THE SUMMIT OF A SMALL HILL, 100 FEET SOUTH OF STATE HIGHWAY
 EH2843'20.  IT IS A 4 LEGGED STEEL TOWER NARROWING AT THE TOP AND
 EH2843'HAS AN OVERALL HEIGHT OF APPROXIMATELY 150 FEET.
 EH2843'
 EH2843'THE POINT OBSERVED WAS A RED LIGHT ON THE TOP OF TOWER.
 EH2843'
 EH2843'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 EH2843'OF STATE HIGHWAY 20 (PORTER ST.) AND COLUMBIA ST. IN HELENA,
 EH2843'GO WEST AND NORTHWEST ON STATE HIGHWAY 20 FOR 1.3 MILES TO THE
 EH2843'TOP OF HILL AND STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2764 ***********************************************************************
 EH2764  DESIGNATION -  HELENA ARK PWR AND LT STK
 EH2764  PID         -  EH2764
 EH2764  STATE/COUNTY-  AR/PHILLIPS
 EH2764  USGS QUAD   -  MOON LAKE (1964)
 EH2764
 EH2764                         *CURRENT SURVEY CONTROL
 EH2764  ___________________________________________________________________
 EH2764* NAD 83(1997)-  34 27 44.98167(N)    090 35 55.17440(W)     ADJUSTED  
 EH2764* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 EH2764  ___________________________________________________________________
 EH2764  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 EH2764  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH2764
 EH2764  HORZ ORDER  -  THIRD
 EH2764
 EH2764.The horizontal coordinates were established by classical geodetic methods
 EH2764.and adjusted by the National Geodetic Survey in September 1999..
 EH2764
 EH2764.The orthometric height was scaled from a topographic map.
 EH2764
 EH2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2764
 EH2764.The geoid height was determined by GEOID03.
 EH2764
 EH2764;                    North         East     Units Scale Factor Converg.
 EH2764;SPC AR S     -   600,063.232   528,745.753   MT  0.99994630   +0 47 03.5
 EH2764;SPC AR S     - 1,968,707.45  1,734,726.69   sFT  0.99994630   +0 47 03.5
 EH2764;SPC MS W     -   550,279.567   675,622.725   MT  0.99995732   -0 09 00.5
 EH2764;SPC MS W     - 1,805,375.55  2,216,605.56   sFT  0.99995732   -0 09 00.5
 EH2764;UTM  15      - 3,816,054.920   720,572.935   MT  1.00019973   +1 21 33.8
 EH2764
 EH2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2764!SPC AR S     -   0.99999481  x   0.99994630  =   0.99994111
 EH2764!SPC MS W     -   0.99999481  x   0.99995732  =   0.99995213
 EH2764!UTM  15      -   0.99999481  x   1.00019973  =   1.00019454
 EH2764
 EH2764                          SUPERSEDED SURVEY CONTROL
 EH2764
 EH2764  NAD 83(1997)-  34 27 44.98166(N)    090 35 55.17375(W) AD(       ) 4
 EH2764  NAD 83(1986)-  34 27 44.99181(N)    090 35 55.17176(W) AD(       ) 4
 EH2764  NAD 27      -  34 27 44.61913(N)    090 35 54.79450(W) AD(       ) 3
 EH2764
 EH2764.Superseded values are not recommended for survey control.
 EH2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2764.See file dsdata.txt to determine how the superseded data were derived.
 EH2764
 EH2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2057316055(NAD 83)
 EH2764_MARKER: 63 = STACK
 EH2764
 EH2764  HISTORY     - Date     Condition        Report By
 EH2764  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2764  HISTORY     - 1980     GOOD             NGS
 EH2764
 EH2764                          STATION DESCRIPTION
 EH2764
 EH2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2764'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS
 EH2764'A SELF-SUPPORTING CONCRETE STRUCTURE PAINTED IN ALTERNATE
 EH2764'SECTIONS OF INTERNATIONAL RED AND WHITE WITH AN OVERALL HEIGHT
 EH2764'OF 450 FEET.
 EH2764'
 EH2764'LOCATED ABOUT 4 MILES SOUTH OF HELENA, ALONG THE WEST BANK
 EH2764'OF THE MISSISSIPPI RIVER AT THE HELENA ELECTRIC STEAM STATION.
 EH2764'OWNED AND OPERATED BY THE ARKANSAS POWER AND LIGHT COMPANY.
 EH2764
 EH2764                          STATION RECOVERY (1980)
 EH2764
 EH2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2764'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EH2764'THE STATION, HELENA ARKANSAS POWER AND LIGHT COMPANY STACK,
 EH2764'IS THE TOP CENTER OF THE STACK.  IT IS A SELF-SUPPORTED CONCRETE
 EH2764'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 EH2764'RED AND WHITE WITH AN OVERALL HEIGHT OF 137.2 METERS.
 EH2764'
 EH2764'THE STATION IS LOCATED ABOUT 6.44 KM SOUTH OF HELENA NEAR THE MAIN
 EH2764'LEVEE ALONG THE WEST BANK OF THE MISSISSIPPI RIVER, AT THE RITCHIE
 EH2764'STATION OF THE ARKANSAS POWER AND LIGHT COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2854 ***********************************************************************
 EH2854  DESIGNATION -  HELENA ARK PWR AND LT STACK
 EH2854  PID         -  EH2854
 EH2854  STATE/COUNTY-  AR/PHILLIPS
 EH2854  USGS QUAD   -  HELENA (1982)
 EH2854
 EH2854                         *CURRENT SURVEY CONTROL
 EH2854  ___________________________________________________________________
 EH2854* NAD 83(1997)-  34 31 03.22605(N)    090 35 28.58233(W)     ADJUSTED  
 EH2854* NAVD 88     -                                                        
 EH2854  ___________________________________________________________________
 EH2854  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 EH2854  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH2854
 EH2854  HORZ ORDER  -  THIRD
 EH2854
 EH2854.The horizontal coordinates were established by classical geodetic methods
 EH2854.and adjusted by the National Geodetic Survey in September 1999..
 EH2854
 EH2854
 EH2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2854
 EH2854.The geoid height was determined by GEOID03.
 EH2854
 EH2854;                    North         East     Units Scale Factor Converg.
 EH2854;SPC AR S     -   606,180.413   529,340.294   MT  0.99995393   +0 47 18.4
 EH2854;SPC AR S     - 1,988,776.90  1,736,677.28   sFT  0.99995393   +0 47 18.4
 EH2854;SPC MS W     -   556,386.280   676,316.962   MT  0.99995691   -0 08 46.2
 EH2854;SPC MS W     - 1,825,410.65  2,218,883.23   sFT  0.99995691   -0 08 46.2
 EH2854;UTM  15      - 3,822,179.307   721,106.078   MT  1.00020263   +1 21 55.7
 EH2854
 EH2854                          SUPERSEDED SURVEY CONTROL
 EH2854
 EH2854  NAD 83(1997)-  34 31 03.22636(N)    090 35 28.58218(W) AD(       ) 4
 EH2854  NAD 83(1997)-  34 31 03.22631(N)    090 35 28.58194(W) AD(       ) 4
 EH2854  NAD 83(1986)-  34 31 03.23374(N)    090 35 28.58147(W) AD(       ) 4
 EH2854  NAD 27      -  34 31 02.86696(N)    090 35 28.20606(W) AD(       ) 3
 EH2854
 EH2854.Superseded values are not recommended for survey control.
 EH2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2854.See file dsdata.txt to determine how the superseded data were derived.
 EH2854
 EH2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2110622179(NAD 83)
 EH2854_MARKER: 63 = STACK
 EH2854
 EH2854  HISTORY     - Date     Condition        Report By
 EH2854  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2854  HISTORY     - 1980     GOOD             NGS
 EH2854
 EH2854                          STATION DESCRIPTION
 EH2854
 EH2854'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2854'THE STATION IS LOCATED IN THE SOUTH PART OF HELENA, 0.3 MILE
 EH2854'SOUTH OF ARKANSAS ST. 200 FEET EAST OF COLUMBIA ST. AND 20 FEET
 EH2854'NORTH OF AN EAST-WEST ALLEY.  IT IS A LARGE CONCRETE STACK
 EH2854'15 FEET IN DIAMETER AT THE BASE AND HAS AN OVERALL HEIGHT OF
 EH2854'200 FEET.
 EH2854'
 EH2854'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF STACK.
 EH2854
 EH2854                          STATION RECOVERY (1980)
 EH2854
 EH2854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2854'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EH2854'THE STATION,HELENA ARKANSAS POWER AND LIGHT COMPANY STACK,
 EH2854'IS THE TOP CENTER OF THE STACK.  IT IS A CONCRETE STACK, GRAY IN
 EH2854'COLOR AND HAS AN OVERALL HEIGHT OF 61 METERS.
 EH2854'
 EH2854'THE STATION IS LOCATED IN THE SOUTH SECTION OF HELENA, 61 METERS
 EH2854'EAST FROM THE CENTER OF COLUMBIA STREET AND 6.1 METERS NORTH
 EH2854'FROM THE CENTER OF HANK LANE.  IT IS OWNED BY ARKANSAS POWER AND
 EH2854'LIGHT COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2845 ***********************************************************************
 EH2845  DESIGNATION -  HELENA ARK PWR LT W HILINE TWR
 EH2845  PID         -  EH2845
 EH2845  STATE/COUNTY-  AR/PHILLIPS
 EH2845  USGS QUAD   -  HELENA (1982)
 EH2845
 EH2845                         *CURRENT SURVEY CONTROL
 EH2845  ___________________________________________________________________
 EH2845* NAD 83(1997)-  34 30 35.93666(N)    090 35 27.11020(W)     ADJUSTED  
 EH2845* NAVD 88     -                                                        
 EH2845  ___________________________________________________________________
 EH2845  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 EH2845  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH2845
 EH2845  HORZ ORDER  -  THIRD
 EH2845
 EH2845.The horizontal coordinates were established by classical geodetic methods
 EH2845.and adjusted by the National Geodetic Survey in September 1999..
 EH2845
 EH2845
 EH2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2845
 EH2845.The geoid height was determined by GEOID03.
 EH2845
 EH2845;                    North         East     Units Scale Factor Converg.
 EH2845;SPC AR S     -   605,340.143   529,389.410   MT  0.99995282   +0 47 19.2
 EH2845;SPC AR S     - 1,986,020.12  1,736,838.42   sFT  0.99995282   +0 47 19.2
 EH2845;SPC MS W     -   555,545.318   676,352.367   MT  0.99995689   -0 08 45.3
 EH2845;SPC MS W     - 1,822,651.60  2,218,999.39   sFT  0.99995689   -0 08 45.3
 EH2845;UTM  15      - 3,821,339.365   721,163.667   MT  1.00020294   +1 21 55.6
 EH2845
 EH2845                          SUPERSEDED SURVEY CONTROL
 EH2845
 EH2845  NAD 83(1997)-  34 30 35.93733(N)    090 35 27.11110(W) AD(       ) 4
 EH2845  NAD 83(1997)-  34 30 35.93714(N)    090 35 27.11043(W) AD(       ) 4
 EH2845  NAD 83(1986)-  34 30 35.94490(N)    090 35 27.11025(W) AD(       ) 4
 EH2845  NAD 27      -  34 30 35.56900(N)    090 35 26.72500(W) AD(       ) 3
 EH2845
 EH2845.Superseded values are not recommended for survey control.
 EH2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2845.See file dsdata.txt to determine how the superseded data were derived.
 EH2845
 EH2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2116421339(NAD 83)
 EH2845_MARKER: 55 = TOWER
 EH2845
 EH2845  HISTORY     - Date     Condition        Report By
 EH2845  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2845
 EH2845                          STATION DESCRIPTION
 EH2845
 EH2845'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2845'THE STATION IS LOCATED IN THE SOUTH EDGE OF HELENA, JUST
 EH2845'WEST OF THE MISSISSIPPI RIVER, 0.7 MILE SOUTH OF ARKANSAS
 EH2845'STREET AND 0.25 MILE EAST OF COLUMBIA STREET.  IT IS A 4 SIDED
 EH2845'STEEL TRUSSWORK STRUCTURE HELD IN PLACE BY GUY CABLES AND
 EH2845'HAS AN OVERALL HEIGHT OF 420 FEET.
 EH2845'
 EH2845'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0921 ***********************************************************************
 EH0921  DESIGNATION -  HELENA BOLT
 EH0921  PID         -  EH0921
 EH0921  STATE/COUNTY-  AR/PHILLIPS
 EH0921  USGS QUAD   -  HELENA (1982)
 EH0921
 EH0921                         *CURRENT SURVEY CONTROL
 EH0921  ___________________________________________________________________
 EH0921* NAD 83(1986)-  34 31 43.     (N)    090 35 08.     (W)     SCALED    
 EH0921* NAVD 88     -        56.717  (meters)     186.08   (feet)  ADJUSTED  
 EH0921  ___________________________________________________________________
 EH0921  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0921  DYNAMIC HT  -          56.662 (meters)     185.90  (feet)  COMP
 EH0921  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 EH0921
 EH0921  VERT ORDER  -  FIRST     CLASS II
 EH0921
 EH0921.The horizontal coordinates were scaled from a topographic map and have
 EH0921.an estimated accuracy of +/- 6 seconds.
 EH0921
 EH0921.The orthometric height was determined by differential leveling
 EH0921.and adjusted by the National Geodetic Survey in June 1991..
 EH0921
 EH0921.The geoid height was determined by GEOID03.
 EH0921
 EH0921.The dynamic height is computed by dividing the NAVD 88
 EH0921.geopotential number by the normal gravity value computed on the
 EH0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0921.degrees latitude (g = 980.6199 gals.).
 EH0921
 EH0921.The modeled gravity was interpolated from observed gravity values.
 EH0921
 EH0921;                    North         East    Units  Estimated Accuracy
 EH0921;SPC AR S     -   607,410.      529,850.      MT  (+/- 180 meters Scaled)
 EH0921
 EH0921                          SUPERSEDED SURVEY CONTROL
 EH0921
 EH0921  NGVD 29 (??/??/??)   56.755  (m)          186.20   (f) ADJUSTED    1 2
 EH0921
 EH0921.Superseded values are not recommended for survey control.
 EH0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0921.See file dsdata.txt to determine how the superseded data were derived.
 EH0921
 EH0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU216234(NAD 83)
 EH0921_MARKER: B = BOLT
 EH0921_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0921_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0921
 EH0921  HISTORY     - Date     Condition        Report By
 EH0921  HISTORY     - UNK      MONUMENTED       MRC
 EH0921  HISTORY     - 1956     GOOD             CGS
 EH0921
 EH0921                          STATION DESCRIPTION
 EH0921
 EH0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0921'IN HELENA.
 EH0921'AT HELENA, AT THE INTERSECTION OF YORK AND OHIO STREETS, 19 FEET SOUTH
 EH0921'OF THE SOUTH CURB OF YORK STREET, 2 FEET WEST OF THE EXTENDED WEST
 EH0921'CURB OF OHIO STREET, 25.5 FEET WEST OF THE WEST RAIL OF A SPUR TRACK,
 EH0921'15.5 FEET SOUTH OF A FIRE HYDRANT, THE TOP OF A COPPER BOLT LEADED IN
 EH0921'A TILE 18 INCHES SQUARE AND SET ABOUT 6 1/2 FEET UNDERGROUND WITH
 EH0921'ACCESS THRU AN IRON PIPE BEARING A MRC CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2851 ***********************************************************************
 EH2851  DESIGNATION -  HELENA CABLE TV MAST
 EH2851  PID         -  EH2851
 EH2851  STATE/COUNTY-  AR/PHILLIPS
 EH2851  USGS QUAD   -  HELENA (1982)
 EH2851
 EH2851                         *CURRENT SURVEY CONTROL
 EH2851  ___________________________________________________________________
 EH2851* NAD 83(1997)-  34 31 48.47711(N)    090 36 39.60943(W)     ADJUSTED  
 EH2851* NAVD 88     -                                                        
 EH2851  ___________________________________________________________________
 EH2851  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EH2851  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH2851
 EH2851  HORZ ORDER  -  THIRD
 EH2851
 EH2851.The horizontal coordinates were established by classical geodetic methods
 EH2851.and adjusted by the National Geodetic Survey in September 1999..
 EH2851
 EH2851
 EH2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2851
 EH2851.The geoid height was determined by GEOID03.
 EH2851
 EH2851;                    North         East     Units Scale Factor Converg.
 EH2851;SPC AR S     -   607,549.853   527,510.028   MT  0.99995580   +0 46 38.7
 EH2851;SPC AR S     - 1,993,269.81  1,730,672.48   sFT  0.99995580   +0 46 38.7
 EH2851;SPC MS W     -   557,785.399   674,509.275   MT  0.99995801   -0 09 26.6
 EH2851;SPC MS W     - 1,830,000.93  2,212,952.51   sFT  0.99995801   -0 09 26.6
 EH2851;UTM  15      - 3,823,530.569   719,261.663   MT  1.00019261   +1 21 17.0
 EH2851
 EH2851                          SUPERSEDED SURVEY CONTROL
 EH2851
 EH2851  NAD 83(1997)-  34 31 48.47866(N)    090 36 39.61045(W) AD(       ) 4
 EH2851  NAD 83(1997)-  34 31 48.47707(N)    090 36 39.60910(W) AD(       ) 4
 EH2851  NAD 83(1986)-  34 31 48.48427(N)    090 36 39.60839(W) AD(       ) 4
 EH2851  NAD 27      -  34 31 48.11555(N)    090 36 39.22625(W) AD(       ) 3
 EH2851
 EH2851.Superseded values are not recommended for survey control.
 EH2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2851.See file dsdata.txt to determine how the superseded data were derived.
 EH2851
 EH2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1926223531(NAD 83)
 EH2851_MARKER: 42 = RADIO/TV MAST
 EH2851
 EH2851  HISTORY     - Date     Condition        Report By
 EH2851  HISTORY     - 1980     FIRST OBSERVED   NGS
 EH2851
 EH2851                          STATION DESCRIPTION
 EH2851
 EH2851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2851'THE STATION,HELENA CABLE TELEVISION MAST, IS THE LIGHT ATOP THE
 EH2851'MAST.  IT IS A 3-SIDED, TRUSS-WORK, GUYED, STEEL MAST, PAINTED
 EH2851'ALTERNATE RED AND WHITE, AND IS 164.6 METERS IN HEIGHT.
 EH2851'
 EH2851'THE STATION IS LOCATED ABOUT 2.8 KM SOUTHEAST OF WEST HELENA,
 EH2851'2.4 KM WEST OF HELENA, 0.8 KM WEST OF U.S. HIGHWAY 49 BUSINESS
 EH2851'AND IS OWNED BY TELEVISION OF AMERICA, OF HELENA, AR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0920 ***********************************************************************
 EH0920  DESIGNATION -  HELENA CAP
 EH0920  PID         -  EH0920
 EH0920  STATE/COUNTY-  AR/PHILLIPS
 EH0920  USGS QUAD   -  HELENA (1982)
 EH0920
 EH0920                         *CURRENT SURVEY CONTROL
 EH0920  ___________________________________________________________________
 EH0920* NAD 83(1986)-  34 31 43.     (N)    090 35 08.     (W)     SCALED    
 EH0920* NAVD 88     -        57.935  (meters)     190.08   (feet)  ADJUSTED  
 EH0920  ___________________________________________________________________
 EH0920  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0920  DYNAMIC HT  -          57.879 (meters)     189.89  (feet)  COMP
 EH0920  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 EH0920
 EH0920  VERT ORDER  -  FIRST     CLASS II
 EH0920
 EH0920.The horizontal coordinates were scaled from a topographic map and have
 EH0920.an estimated accuracy of +/- 6 seconds.
 EH0920
 EH0920.The orthometric height was determined by differential leveling
 EH0920.and adjusted by the National Geodetic Survey in June 1991..
 EH0920
 EH0920.The geoid height was determined by GEOID03.
 EH0920
 EH0920.The dynamic height is computed by dividing the NAVD 88
 EH0920.geopotential number by the normal gravity value computed on the
 EH0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0920.degrees latitude (g = 980.6199 gals.).
 EH0920
 EH0920.The modeled gravity was interpolated from observed gravity values.
 EH0920
 EH0920;                    North         East    Units  Estimated Accuracy
 EH0920;SPC AR S     -   607,410.      529,850.      MT  (+/- 180 meters Scaled)
 EH0920
 EH0920                          SUPERSEDED SURVEY CONTROL
 EH0920
 EH0920  NGVD 29 (??/??/??)   57.964  (m)          190.17   (f) ADJUSTED    1 2
 EH0920
 EH0920.Superseded values are not recommended for survey control.
 EH0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0920.See file dsdata.txt to determine how the superseded data were derived.
 EH0920
 EH0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU216234(NAD 83)
 EH0920_MARKER: P = PIPE CAP
 EH0920_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0920_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0920
 EH0920  HISTORY     - Date     Condition        Report By
 EH0920  HISTORY     - UNK      MONUMENTED       MRC
 EH0920  HISTORY     - 1956     GOOD             CGS
 EH0920
 EH0920                          STATION DESCRIPTION
 EH0920
 EH0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0920'IN HELENA.
 EH0920'AT HELENA, AT THE INTERSECTION OF YORK AND OHIO STREETS, 19 FEET SOUTH
 EH0920'OF THE SOUTH CURB OF YORK STREET, 2 FEET WEST OF THE EXTENDED WEST
 EH0920'CURB OF OHIO STREET, 25.5 FEET WEST OF WEST RAIL OF A SPUR TRACK. 15.5
 EH0920'FEET SOUTH OF A FIRE HYDRANT, AN IRON PIPE BEARING A M.R.C. CAP. THE
 EH0920'CAP BEING ABOUT 2 1/2 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2847 ***********************************************************************
 EH2847  DESIGNATION -  HELENA CO CITY POLICE RAD TWR
 EH2847  PID         -  EH2847
 EH2847  STATE/COUNTY-  AR/PHILLIPS
 EH2847  USGS QUAD   -  HELENA (1982)
 EH2847
 EH2847                         *CURRENT SURVEY CONTROL
 EH2847  ___________________________________________________________________
 EH2847* NAD 83(1997)-  34 31 30.47047(N)    090 35 43.94476(W)     ADJUSTED  
 EH2847* NAVD 88     -                                                        
 EH2847  ___________________________________________________________________
 EH2847  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 EH2847  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH2847
 EH2847  HORZ ORDER  -  THIRD
 EH2847
 EH2847.The horizontal coordinates were established by classical geodetic methods
 EH2847.and adjusted by the National Geodetic Survey in September 1999..
 EH2847
 EH2847
 EH2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2847
 EH2847.The geoid height was determined by GEOID03.
 EH2847
 EH2847;                    North         East     Units Scale Factor Converg.
 EH2847;SPC AR S     -   607,014.433   528,937.002   MT  0.99995505   +0 47 09.8
 EH2847;SPC AR S     - 1,991,513.19  1,735,354.15   sFT  0.99995505   +0 47 09.8
 EH2847;SPC MS W     -   557,226.769   675,927.327   MT  0.99995714   -0 08 55.0
 EH2847;SPC MS W     - 1,828,168.16  2,217,604.91   sFT  0.99995714   -0 08 55.0
 EH2847;UTM  15      - 3,823,009.427   720,694.304   MT  1.00020038   +1 21 48.0
 EH2847
 EH2847                          SUPERSEDED SURVEY CONTROL
 EH2847
 EH2847  NAD 83(1997)-  34 31 30.47057(N)    090 35 43.94534(W) AD(       ) 4
 EH2847  NAD 83(1997)-  34 31 30.47071(N)    090 35 43.94470(W) AD(       ) 4
 EH2847  NAD 83(1986)-  34 31 30.47794(N)    090 35 43.94405(W) AD(       ) 4
 EH2847  NAD 27      -  34 31 30.10900(N)    090 35 43.56200(W) AD(       ) 3
 EH2847
 EH2847.Superseded values are not recommended for survey control.
 EH2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2847.See file dsdata.txt to determine how the superseded data were derived.
 EH2847
 EH2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2069423009(NAD 83)
 EH2847_MARKER: 43 = RADIO/TV TOWER
 EH2847
 EH2847  HISTORY     - Date     Condition        Report By
 EH2847  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2847
 EH2847                          STATION DESCRIPTION
 EH2847
 EH2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2847'THE STATION IS LOCATED IN THE WEST PART OF HELENA ON THE SUMMIT
 EH2847'OF A SMALL HILL, 0.15 MILE NORTHWEST OF THE ELIZA MILLER SCHOOL,
 EH2847'15 FEET WEST OF THE NORTHWEST CORNER OF A LARGE
 EH2847'CONCRETE RESERVOIR.  IT IS A 4 LEGGED STEEL TOWER NARROWING
 EH2847'AT THE TOP AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 125
 EH2847'FEET.
 EH2847'
 EH2847'THE POINT OBSERVED WAS A SMALL ANTENNA ON THE TOP OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2768 ***********************************************************************
 EH2768  DESIGNATION -  HELENA GARDINIER BIG INC TANK
 EH2768  PID         -  EH2768
 EH2768  STATE/COUNTY-  AR/PHILLIPS
 EH2768  USGS QUAD   -  MOON LAKE (1964)
 EH2768
 EH2768                         *CURRENT SURVEY CONTROL
 EH2768  ___________________________________________________________________
 EH2768* NAD 83(1997)-  34 28 45.90624(N)    090 36 34.14927(W)     ADJUSTED  
 EH2768* NAVD 88     -                                                        
 EH2768  ___________________________________________________________________
 EH2768  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 EH2768  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH2768
 EH2768  HORZ ORDER  -  THIRD
 EH2768
 EH2768.The horizontal coordinates were established by classical geodetic methods
 EH2768.and adjusted by the National Geodetic Survey in September 1999..
 EH2768
 EH2768
 EH2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2768
 EH2768.The geoid height was determined by GEOID03.
 EH2768
 EH2768;                    North         East     Units Scale Factor Converg.
 EH2768;SPC AR S     -   601,926.735   527,725.664   MT  0.99994854   +0 46 41.7
 EH2768;SPC AR S     - 1,974,821.30  1,731,379.95   sFT  0.99994854   +0 46 41.7
 EH2768;SPC MS W     -   552,159.479   674,633.154   MT  0.99995793   -0 09 22.8
 EH2768;SPC MS W     - 1,811,543.22  2,213,358.94   sFT  0.99995793   -0 09 22.8
 EH2768;UTM  15      - 3,817,908.549   719,533.926   MT  1.00019409   +1 21 13.8
 EH2768
 EH2768                          SUPERSEDED SURVEY CONTROL
 EH2768
 EH2768  NAD 83(1997)-  34 28 45.90720(N)    090 36 34.14888(W) AD(       ) 4
 EH2768  NAD 83(1986)-  34 28 45.91633(N)    090 36 34.14740(W) AD(       ) 4
 EH2768  NAD 27      -  34 28 45.54635(N)    090 36 33.76692(W) AD(       ) 3
 EH2768
 EH2768.Superseded values are not recommended for survey control.
 EH2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2768.See file dsdata.txt to determine how the superseded data were derived.
 EH2768
 EH2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1953417909(NAD 83)
 EH2768_MARKER: 51 = TANK
 EH2768
 EH2768  HISTORY     - Date     Condition        Report By
 EH2768  HISTORY     - 1980     FIRST OBSERVED   NGS
 EH2768
 EH2768                          STATION DESCRIPTION
 EH2768
 EH2768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2768'THE STATION, HELENA GARDINIER BIG RIVER INCORPORATION TANK,
 EH2768'IS THE APEX OF THE VENT.  IT IS A CYLINDRICAL BODY WITH A DOME
 EH2768'SHAPED TOP AND A HEMISPHERICAL BOTTOM, SUPPORTED BY 5 TUBULAR
 EH2768'STEEL LEGS, PAINTED WHITE IN COLOR AND IS 38.1 METERS IN HEIGHT.
 EH2768'
 EH2768'THE STATION IS LOCATED ABOUT 5.6 KM SOUTH OF HELENA AT THE ALLIED
 EH2768'CHEMICAL PLANT.  IT IS 53.3 METERS EAST FROM THE CENTER OF
 EH2768'STATE HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0926 ***********************************************************************
 EH0926  DESIGNATION -  HELENA GAUGE
 EH0926  PID         -  EH0926
 EH0926  STATE/COUNTY-  AR/PHILLIPS
 EH0926  USGS QUAD   -  HELENA (1982)
 EH0926
 EH0926                         *CURRENT SURVEY CONTROL
 EH0926  ___________________________________________________________________
 EH0926* NAD 83(1986)-  34 31 24.     (N)    090 35 09.     (W)     SCALED    
 EH0926* NAVD 88     -        57.981  (meters)     190.23   (feet)  ADJUSTED  
 EH0926  ___________________________________________________________________
 EH0926  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0926  DYNAMIC HT  -          57.925 (meters)     190.04  (feet)  COMP
 EH0926  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EH0926
 EH0926  VERT ORDER  -  FIRST     CLASS II
 EH0926
 EH0926.The horizontal coordinates were scaled from a topographic map and have
 EH0926.an estimated accuracy of +/- 6 seconds.
 EH0926
 EH0926.The orthometric height was determined by differential leveling
 EH0926.and adjusted by the National Geodetic Survey in June 1991..
 EH0926
 EH0926.The geoid height was determined by GEOID03.
 EH0926
 EH0926.The dynamic height is computed by dividing the NAVD 88
 EH0926.geopotential number by the normal gravity value computed on the
 EH0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0926.degrees latitude (g = 980.6199 gals.).
 EH0926
 EH0926.The modeled gravity was interpolated from observed gravity values.
 EH0926
 EH0926;                    North         East    Units  Estimated Accuracy
 EH0926;SPC AR S     -   606,830.      529,830.      MT  (+/- 180 meters Scaled)
 EH0926
 EH0926                          SUPERSEDED SURVEY CONTROL
 EH0926
 EH0926  NGVD 29 (??/??/??)   58.019  (m)          190.35   (f) ADJUSTED    1 2
 EH0926
 EH0926.Superseded values are not recommended for survey control.
 EH0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0926.See file dsdata.txt to determine how the superseded data were derived.
 EH0926
 EH0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU215228(NAD 83)
 EH0926_MARKER: B = BOLT
 EH0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0926+STABILITY: SURFACE MOTION
 EH0926
 EH0926  HISTORY     - Date     Condition        Report By
 EH0926  HISTORY     - UNK      MONUMENTED       MRC
 EH0926  HISTORY     - 1956     GOOD             CGS
 EH0926
 EH0926                          STATION DESCRIPTION
 EH0926
 EH0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0926'IN HELENA.
 EH0926'AT HELENA, AT JUNCTION OF CHERRY STREET AND PHILLIPS STREET, 111 FEET
 EH0926'EAST OF EAST CURB LINE OF CHERRY STREET , 2 1/2 FEET NORTH OF THE
 EH0926'EXTENDED NORTH PROPERTY LINE OF PHILLIPS STREET, 9.8 FEET WEST OF THE
 EH0926'WEST RAIL OF THE THIRD TRACK WEST OF THE TOP OF LEVEE, 58.2 FEET
 EH0926'SOUTHEAST OF SOUTHEAST CORNER OF FREIGHT HOUSE BUILT ON TO SOUTH SIDE
 EH0926'OF ILLINOIS CENTRAL RAILROAD BUILDING, 76.7 FEET NORTHWEST OF MILE
 EH0926'POST 00+00 OF MISSOURI PACIFIC RAILROAD, AND IS A COPPER BOLT SET IN
 EH0926'THE TOP OF A 4 BY 6-INCH STONE POST ABOUT 2 FEET UNDERGROUND.  A WHITE
 EH0926'WOODEN WITNESS POST IS SET DIRECTLY OVER THE MARK AND PROJECT 1 FOOT
 EH0926'OUT OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2852 ***********************************************************************
 EH2852  DESIGNATION -  HELENA MUNICIPAL TANK
 EH2852  PID         -  EH2852
 EH2852  STATE/COUNTY-  AR/PHILLIPS
 EH2852  USGS QUAD   -  HELENA (1982)
 EH2852
 EH2852                         *CURRENT SURVEY CONTROL
 EH2852  ___________________________________________________________________
 EH2852* NAD 83(1997)-  34 31 55.14060(N)    090 37 13.73557(W)     ADJUSTED  
 EH2852* NAVD 88     -                                                        
 EH2852  ___________________________________________________________________
 EH2852  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 EH2852  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH2852
 EH2852  HORZ ORDER  -  THIRD
 EH2852
 EH2852.The horizontal coordinates were established by classical geodetic methods
 EH2852.and adjusted by the National Geodetic Survey in September 1999..
 EH2852
 EH2852
 EH2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2852
 EH2852.The geoid height was determined by GEOID03.
 EH2852
 EH2852;                    North         East     Units Scale Factor Converg.
 EH2852;SPC AR S     -   607,743.390   526,637.097   MT  0.99995608   +0 46 19.6
 EH2852;SPC AR S     - 1,993,904.77  1,727,808.54   sFT  0.99995608   +0 46 19.6
 EH2852;SPC MS W     -   557,993.153   673,639.616   MT  0.99995856   -0 09 46.0
 EH2852;SPC MS W     - 1,830,682.54  2,210,099.31   sFT  0.99995856   -0 09 46.0
 EH2852;UTM  15      - 3,823,715.344   718,386.622   MT  1.00018789   +1 20 57.8
 EH2852
 EH2852                          SUPERSEDED SURVEY CONTROL
 EH2852
 EH2852  NAD 83(1997)-  34 31 55.14091(N)    090 37 13.73596(W) AD(       ) 4
 EH2852  NAD 83(1997)-  34 31 55.14095(N)    090 37 13.73541(W) AD(       ) 4
 EH2852  NAD 83(1986)-  34 31 55.14802(N)    090 37 13.73446(W) AD(       ) 4
 EH2852  NAD 27      -  34 31 54.78026(N)    090 37 13.35138(W) AD(       ) 3
 EH2852
 EH2852.Superseded values are not recommended for survey control.
 EH2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2852.See file dsdata.txt to determine how the superseded data were derived.
 EH2852
 EH2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1838723715(NAD 83)
 EH2852_MARKER: 51 = TANK
 EH2852
 EH2852  HISTORY     - Date     Condition        Report By
 EH2852  HISTORY     - 1980     FIRST OBSERVED   NGS
 EH2852
 EH2852                          STATION DESCRIPTION
 EH2852
 EH2852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2852'THE STATION, HELENA MUNICIPAL TANK, IS THE APEX OF THE VENT
 EH2852'ATOP A CYLINDRICAL BODY WITH A DOME SHAPED TOP AND CONCAVE
 EH2852'BOTTOM, PAINTED GREEN, SUPPORTED BY 6 TUBULAR LEGS WITH AN
 EH2852'OVERALL HEIGHT OF 41.1 METERS.
 EH2852'
 EH2852'THE STATION IS LOCATED ABOUT 3.2 KM WEST OF HELENA,
 EH2852'2.4 KM SOUTHEAST OF WEST HELENA, 0.2 KM NORTHEAST OF STATE
 EH2852'HIGHWAY 185 AND IS OWNED AND MAINTAINED BY THE CITY OF
 EH2852'HELENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2858 ***********************************************************************
 EH2858  DESIGNATION -  HELENA RAD KFFA NE MAST OF 4
 EH2858  PID         -  EH2858
 EH2858  STATE/COUNTY-  AR/PHILLIPS
 EH2858  USGS QUAD   -  WEST HELENA (1982)
 EH2858
 EH2858                         *CURRENT SURVEY CONTROL
 EH2858  ___________________________________________________________________
 EH2858* NAD 83(1997)-  34 31 40.98138(N)    090 37 43.53671(W)     ADJUSTED  
 EH2858* NAVD 88     -                                                        
 EH2858  ___________________________________________________________________
 EH2858  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 EH2858  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2858
 EH2858  HORZ ORDER  -  THIRD
 EH2858
 EH2858.The horizontal coordinates were established by classical geodetic methods
 EH2858.and adjusted by the National Geodetic Survey in September 1999..
 EH2858
 EH2858
 EH2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2858
 EH2858.The geoid height was determined by GEOID03.
 EH2858
 EH2858;                    North         East     Units Scale Factor Converg.
 EH2858;SPC AR S     -   607,296.930   525,883.074   MT  0.99995548   +0 46 02.9
 EH2858;SPC AR S     - 1,992,440.01  1,725,334.72   sFT  0.99995548   +0 46 02.9
 EH2858;SPC MS W     -   557,559.054   672,878.406   MT  0.99995906   -0 10 02.8
 EH2858;SPC MS W     - 1,829,258.33  2,207,601.90   sFT  0.99995906   -0 10 02.8
 EH2858;UTM  15      - 3,823,261.206   717,636.961   MT  1.00018386   +1 20 40.5
 EH2858
 EH2858                          SUPERSEDED SURVEY CONTROL
 EH2858
 EH2858  NAD 83(1997)-  34 31 40.98197(N)    090 37 43.53738(W) AD(       ) 4
 EH2858  NAD 83(1997)-  34 31 40.98195(N)    090 37 43.53677(W) AD(       ) 4
 EH2858  NAD 83(1986)-  34 31 40.98914(N)    090 37 43.53570(W) AD(       ) 4
 EH2858  NAD 27      -  34 31 40.62000(N)    090 37 43.14900(W) AD(       ) 3
 EH2858
 EH2858.Superseded values are not recommended for survey control.
 EH2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2858.See file dsdata.txt to determine how the superseded data were derived.
 EH2858
 EH2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1763723261(NAD 83)
 EH2858_MARKER: 42 = RADIO/TV MAST
 EH2858
 EH2858  HISTORY     - Date     Condition        Report By
 EH2858  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2858
 EH2858                          STATION DESCRIPTION
 EH2858
 EH2858'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2858'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF HELENA AND 1.0
 EH2858'MILE SOUTH OF WEST HELENA, 0.05 MILE SOUTH OF AN EAST-WEST
 EH2858'GRAVELED ROAD.  IT IS A 3 SIDED STEEL TRUSSWORK STRUCTURE
 EH2858'HELD IN PLACE BY GUY CABLES AND HAS AN OVERALL HEIGHT OF
 EH2858'APPROXIMATELY 300 FEET.
 EH2858'
 EH2858'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF MAST.
 EH2858'
 EH2858'TO REACH THE STATION FROM THE DE SOTO MOTEL AT THE INTERSECTION
 EH2858'OF PERRY ST. AND STATE HIGHWAY 20 IN THE WEST PART OF HELENA,
 EH2858'GO WEST AND NORTHWEST ON PERRY ST. FOR 0.2 MILE TO A FORK,
 EH2858'TAKE THE LEFT FORK AND GO WESTERLY ON GRAVELED ROAD FOR 1.6
 EH2858'MILES TO THE STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2860 ***********************************************************************
 EH2860  DESIGNATION -  HELENA RAD KFFA NW MAST OF 4
 EH2860  PID         -  EH2860
 EH2860  STATE/COUNTY-  AR/PHILLIPS
 EH2860  USGS QUAD   -  WEST HELENA (1982)
 EH2860
 EH2860                         *CURRENT SURVEY CONTROL
 EH2860  ___________________________________________________________________
 EH2860* NAD 83(1997)-  34 31 41.29402(N)    090 37 49.95288(W)     ADJUSTED  
 EH2860* NAVD 88     -                                                        
 EH2860  ___________________________________________________________________
 EH2860  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 EH2860  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2860
 EH2860  HORZ ORDER  -  THIRD
 EH2860
 EH2860.The horizontal coordinates were established by classical geodetic methods
 EH2860.and adjusted by the National Geodetic Survey in September 1999..
 EH2860
 EH2860
 EH2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2860
 EH2860.The geoid height was determined by GEOID03.
 EH2860
 EH2860;                    North         East     Units Scale Factor Converg.
 EH2860;SPC AR S     -   607,304.373   525,719.338   MT  0.99995550   +0 45 59.3
 EH2860;SPC AR S     - 1,992,464.43  1,724,797.53   sFT  0.99995550   +0 45 59.3
 EH2860;SPC MS W     -   557,569.167   672,714.813   MT  0.99995917   -0 10 06.5
 EH2860;SPC MS W     - 1,829,291.51  2,207,065.18   sFT  0.99995917   -0 10 06.5
 EH2860;UTM  15      - 3,823,267.000   717,473.122   MT  1.00018298   +1 20 36.8
 EH2860
 EH2860                          SUPERSEDED SURVEY CONTROL
 EH2860
 EH2860  NAD 83(1997)-  34 31 41.29460(N)    090 37 49.95353(W) AD(       ) 4
 EH2860  NAD 83(1997)-  34 31 41.29460(N)    090 37 49.95294(W) AD(       ) 4
 EH2860  NAD 83(1986)-  34 31 41.30182(N)    090 37 49.95183(W) AD(       ) 4
 EH2860  NAD 27      -  34 31 40.93500(N)    090 37 49.56800(W) AD(       ) 3
 EH2860
 EH2860.Superseded values are not recommended for survey control.
 EH2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2860.See file dsdata.txt to determine how the superseded data were derived.
 EH2860
 EH2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1747323267(NAD 83)
 EH2860_MARKER: 42 = RADIO/TV MAST
 EH2860
 EH2860  HISTORY     - Date     Condition        Report By
 EH2860  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2860
 EH2860                          STATION DESCRIPTION
 EH2860
 EH2860'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2860'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF HELENA, 1.0
 EH2860'MILE SOUTH OF WEST HELENA AND 0.05 MILE SOUTH OF AN EAST-WEST
 EH2860'GRAVELED ROAD.  IT IS A 3 SIDED STEEL TRUSSWORK STRUCTURE
 EH2860'HELD IN PLACE BY GUY CABLES AND HAS AN OVERALL HEIGHT OF
 EH2860'APPROXIMATELY 300 FEET.
 EH2860'
 EH2860'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF MAST.
 EH2860'
 EH2860'TO REACH THE STATION FROM THE DE SOTO MOTEL AT THE INTERSECTION
 EH2860'OF PERRY ST. AND STATE HIGHWAY 20 IN THE WEST PART OF HELENA,
 EH2860'GO WEST AND NORTHWEST ON PERRY ST. FOR 0.2 MILE TO A FORK,
 EH2860'TAKE LEFT FORK AND GO WESTERLY ON GRAVELED ROAD FOR 1.7 MILES
 EH2860'TO THE STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2856 ***********************************************************************
 EH2856  DESIGNATION -  HELENA RAD KFFA SE MAST OF 4
 EH2856  PID         -  EH2856
 EH2856  STATE/COUNTY-  AR/PHILLIPS
 EH2856  USGS QUAD   -  WEST HELENA (1982)
 EH2856
 EH2856                         *CURRENT SURVEY CONTROL
 EH2856  ___________________________________________________________________
 EH2856* NAD 83(1997)-  34 31 35.61311(N)    090 37 43.84658(W)     ADJUSTED  
 EH2856* NAVD 88     -                                                        
 EH2856  ___________________________________________________________________
 EH2856  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 EH2856  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2856
 EH2856  HORZ ORDER  -  THIRD
 EH2856
 EH2856.The horizontal coordinates were established by classical geodetic methods
 EH2856.and adjusted by the National Geodetic Survey in September 1999..
 EH2856
 EH2856
 EH2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2856
 EH2856.The geoid height was determined by GEOID03.
 EH2856
 EH2856;                    North         East     Units Scale Factor Converg.
 EH2856;SPC AR S     -   607,131.427   525,877.388   MT  0.99995526   +0 46 02.7
 EH2856;SPC AR S     - 1,991,897.02  1,725,316.06   sFT  0.99995526   +0 46 02.7
 EH2856;SPC MS W     -   557,393.665   672,870.020   MT  0.99995907   -0 10 03.0
 EH2856;SPC MS W     - 1,828,715.72  2,207,574.39   sFT  0.99995907   -0 10 03.0
 EH2856;UTM  15      - 3,823,095.616   717,632.942   MT  1.00018384   +1 20 40.1
 EH2856
 EH2856                          SUPERSEDED SURVEY CONTROL
 EH2856
 EH2856  NAD 83(1997)-  34 31 35.61367(N)    090 37 43.84724(W) AD(       ) 4
 EH2856  NAD 83(1997)-  34 31 35.61366(N)    090 37 43.84665(W) AD(       ) 4
 EH2856  NAD 83(1986)-  34 31 35.62089(N)    090 37 43.84557(W) AD(       ) 4
 EH2856  NAD 27      -  34 31 35.25100(N)    090 37 43.45700(W) AD(       ) 3
 EH2856
 EH2856.Superseded values are not recommended for survey control.
 EH2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2856.See file dsdata.txt to determine how the superseded data were derived.
 EH2856
 EH2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1763323096(NAD 83)
 EH2856_MARKER: 42 = RADIO/TV MAST
 EH2856
 EH2856  HISTORY     - Date     Condition        Report By
 EH2856  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2856
 EH2856                          STATION DESCRIPTION
 EH2856
 EH2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2856'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF HELENA, 1.0
 EH2856'MILE SOUTH OF WEST HELENA AND 0.15 MILE SOUTH OF AN EAST-WEST
 EH2856'GRAVELED ROAD.  IT IS A 3 SIDED STEEL TRUSSWORK STRUCTURE
 EH2856'HELD IN PLACE BY GUY CABLES AND HAS AN OVERALL HEIGHT OF
 EH2856'APPROXIMATELY 300 FEET.
 EH2856'
 EH2856'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF MAST.
 EH2856'
 EH2856'TO REACH THE STATION FROM THE INTERSECTION OF PERRY ST. AND
 EH2856'STATE HIGHWAY 20 AT THE DE SOTO MOTEL IN THE WEST PART OF
 EH2856'HELENA, GO WEST AND NORTHWEST ON PERRY ST. FOR 0.2 MILE TO
 EH2856'A FORK, TAKE LEFT FORK AND GO WESTERLY ON GRAVELED ROAD
 EH2856'FOR 1.6 MILES TO THE STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2855 ***********************************************************************
 EH2855  DESIGNATION -  HELENA RAD KFFA SW MAST OF 4
 EH2855  PID         -  EH2855
 EH2855  STATE/COUNTY-  AR/PHILLIPS
 EH2855  USGS QUAD   -  WEST HELENA (1982)
 EH2855
 EH2855                         *CURRENT SURVEY CONTROL
 EH2855  ___________________________________________________________________
 EH2855* NAD 83(1997)-  34 31 35.97039(N)    090 37 50.33966(W)     ADJUSTED  
 EH2855* NAVD 88     -                                                        
 EH2855  ___________________________________________________________________
 EH2855  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 EH2855  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2855
 EH2855  HORZ ORDER  -  THIRD
 EH2855
 EH2855.The horizontal coordinates were established by classical geodetic methods
 EH2855.and adjusted by the National Geodetic Survey in September 1999..
 EH2855
 EH2855
 EH2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2855
 EH2855.The geoid height was determined by GEOID03.
 EH2855
 EH2855;                    North         East     Units Scale Factor Converg.
 EH2855;SPC AR S     -   607,140.218   525,711.670   MT  0.99995528   +0 45 59.1
 EH2855;SPC AR S     - 1,991,925.87  1,724,772.37   sFT  0.99995528   +0 45 59.1
 EH2855;SPC MS W     -   557,405.159   672,704.467   MT  0.99995918   -0 10 06.7
 EH2855;SPC MS W     - 1,828,753.43  2,207,031.24   sFT  0.99995918   -0 10 06.7
 EH2855;UTM  15      - 3,823,102.739   717,467.106   MT  1.00018295   +1 20 36.4
 EH2855
 EH2855                          SUPERSEDED SURVEY CONTROL
 EH2855
 EH2855  NAD 83(1997)-  34 31 35.97095(N)    090 37 50.34031(W) AD(       ) 4
 EH2855  NAD 83(1997)-  34 31 35.97095(N)    090 37 50.33973(W) AD(       ) 4
 EH2855  NAD 83(1986)-  34 31 35.97817(N)    090 37 50.33862(W) AD(       ) 4
 EH2855  NAD 27      -  34 31 35.61000(N)    090 37 49.95300(W) AD(       ) 3
 EH2855
 EH2855.Superseded values are not recommended for survey control.
 EH2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2855.See file dsdata.txt to determine how the superseded data were derived.
 EH2855
 EH2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1746723103(NAD 83)
 EH2855_MARKER: 42 = RADIO/TV MAST
 EH2855
 EH2855  HISTORY     - Date     Condition        Report By
 EH2855  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2855
 EH2855                          STATION DESCRIPTION
 EH2855
 EH2855'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2855'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF HELENA, 1.0
 EH2855'MILE SOUTH OF WEST HELENA AND 0.15 MILE SOUTH OF AN EAST-WEST
 EH2855'GRAVELED ROAD.  IT IS A 3 SIDED STEEL TRUSSWORK STRUCTURE
 EH2855'HELD IN PLACE BY GUY CABLES AND HAS AN OVERALL HEIGHT OF
 EH2855'APPROXIMATELY 300 FEET.
 EH2855'
 EH2855'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF MAST.
 EH2855'
 EH2855'TO REACH THE STATION FROM THE DE SOTO MOTEL AT THE INTERSECTION
 EH2855'OF PERRY ST. AND STATE HIGHWAY 20 IN THE WEST PART OF HELENA,
 EH2855'GO WEST AND NORTHWEST ON PERRY ST. FOR 0.2 MILE TO A FORK,
 EH2855'TAKE LEFT FORK AND GO WESTERLY ON GRAVELED ROAD FOR 1.7 MILES
 EH2855'TO THE STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2844 ***********************************************************************
 EH2844  DESIGNATION -  HELENA US ENGINEERS RADIO MAST
 EH2844  PID         -  EH2844
 EH2844  STATE/COUNTY-  AR/PHILLIPS
 EH2844  USGS QUAD   -  HELENA (1982)
 EH2844
 EH2844                         *CURRENT SURVEY CONTROL
 EH2844  ___________________________________________________________________
 EH2844* NAD 83(1997)-  34 31 29.36131(N)    090 35 42.84303(W)     ADJUSTED  
 EH2844* NAVD 88     -                                                        
 EH2844  ___________________________________________________________________
 EH2844  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 EH2844  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH2844
 EH2844  HORZ ORDER  -  THIRD
 EH2844
 EH2844.The horizontal coordinates were established by classical geodetic methods
 EH2844.and adjusted by the National Geodetic Survey in September 1999..
 EH2844
 EH2844
 EH2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2844
 EH2844.The geoid height was determined by GEOID03.
 EH2844
 EH2844;                    North         East     Units Scale Factor Converg.
 EH2844;SPC AR S     -   606,980.645   528,965.565   MT  0.99995500   +0 47 10.4
 EH2844;SPC AR S     - 1,991,402.33  1,735,447.86   sFT  0.99995500   +0 47 10.4
 EH2844;SPC MS W     -   557,192.520   675,955.335   MT  0.99995712   -0 08 54.4
 EH2844;SPC MS W     - 1,828,055.79  2,217,696.79   sFT  0.99995712   -0 08 54.4
 EH2844;UTM  15      - 3,822,975.920   720,723.213   MT  1.00020054   +1 21 48.5
 EH2844
 EH2844                          SUPERSEDED SURVEY CONTROL
 EH2844
 EH2844  NAD 83(1997)-  34 31 29.36141(N)    090 35 42.84362(W) AD(       ) 4
 EH2844  NAD 83(1997)-  34 31 29.36155(N)    090 35 42.84298(W) AD(       ) 4
 EH2844  NAD 83(1986)-  34 31 29.36879(N)    090 35 42.84234(W) AD(       ) 4
 EH2844  NAD 27      -  34 31 29.00000(N)    090 35 42.46000(W) AD(       ) 3
 EH2844
 EH2844.Superseded values are not recommended for survey control.
 EH2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2844.See file dsdata.txt to determine how the superseded data were derived.
 EH2844
 EH2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2072322976(NAD 83)
 EH2844_MARKER: 42 = RADIO/TV MAST
 EH2844
 EH2844  HISTORY     - Date     Condition        Report By
 EH2844  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2844  HISTORY     - 1980     GOOD             NGS
 EH2844
 EH2844                          STATION DESCRIPTION
 EH2844
 EH2844'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2844'THE STATION IS LOCATED IN THE WEST PART OF HELENA, 0.15
 EH2844'MILE NORTHWEST OF THE ELIZA MILLER SCHOOL ON THE
 EH2844'SUMMIT OF A SMALL HILL, 45 FEET SOUTH OF THE SOUTH SIDE OF
 EH2844'A LARGE CONCRETE RESERVOIR.  IT IS A 3 SIDED STEEL TRUSSWORK
 EH2844'STRUCTURE WITH AN OVERALL HEIGHT OF APPROXIMATELY 135 FEET.
 EH2844'
 EH2844'THE POINT OBSERVED WAS A SMALL ENTENNA ON THE TOP OF MAST.
 EH2844
 EH2844                          STATION RECOVERY (1980)
 EH2844
 EH2844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2844'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EH2844'THE STATION, HELENA U. S. ARMY CORPS OF ENGINEERS RADIO TOWER,
 EH2844'IS THE LIGHT AT THE TOP CENTER.  IT IS A 3 LEGGED,
 EH2844'SELF-SUPPORTED, TRUSS WORK, STEEL TOWER, PAINTED ALTERNATE RED AND
 EH2844'WHITE AND IS 61 METERS IN HEIGHT.
 EH2844'
 EH2844'THE STATION IS LOCATED IN THE WEST SECTON OF HELENA ON A HIGH HILL
 EH2844'JUST WEST OF DON STREET.  IT IS OWNED BY THE U.S. ARMY CORPS
 EH2844'OF ENGINEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK1031 ***********************************************************************
 EK1031  DESIGNATION -  HELMPORT
 EK1031  PID         -  EK1031
 EK1031  STATE/COUNTY-  AR/SEVIER
 EK1031  USGS QUAD   -  CHAPEL HILL (1965)
 EK1031
 EK1031                         *CURRENT SURVEY CONTROL
 EK1031  ___________________________________________________________________
 EK1031* NAD 83(1997)-  34 02 47.36245(N)    094 24 04.10406(W)     ADJUSTED  
 EK1031* NAVD 88     -       105.8    (meters)     347.     (feet)  VERTCON   
 EK1031  ___________________________________________________________________
 EK1031  X           -    -405,982.184 (meters)                     COMP
 EK1031  Y           -  -5,274,837.278 (meters)                     COMP
 EK1031  Z           -   3,550,764.188 (meters)                     COMP
 EK1031  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 EK1031  ELLIP HEIGHT-          77.97  (meters)          (09/24/01) GPS OBS
 EK1031  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EK1031
 EK1031  HORZ ORDER  -  FIRST
 EK1031  ELLP ORDER  -  FOURTH    CLASS II
 EK1031
 EK1031.This mark is at J Lynn Helms Sevier Co Airport (DEQ)
 EK1031
 EK1031.The horizontal coordinates were established by GPS observations
 EK1031.and adjusted by the National Geodetic Survey in September 1999..
 EK1031
 EK1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1031
 EK1031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1031
 EK1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK1031
 EK1031.The ellipsoidal height was determined by GPS observations
 EK1031.and is referenced to NAD 83.
 EK1031
 EK1031.The geoid height was determined by GEOID03.
 EK1031
 EK1031;                    North         East     Units Scale Factor Converg.
 EK1031;SPC AR S     -   555,638.917   178,330.510   MT  0.99991849   -1 20 38.0
 EK1031;SPC AR S     - 1,822,958.68    585,072.68   sFT  0.99991849   -1 20 38.0
 EK1031;UTM  15      - 3,768,196.094   370,673.439   MT  0.99980618   -0 47 04.4
 EK1031
 EK1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1031!SPC AR S     -   0.99998776  x   0.99991849  =   0.99990625
 EK1031!UTM  15      -   0.99998776  x   0.99980618  =   0.99979394
 EK1031
 EK1031:                Primary Azimuth Mark                     Grid Az
 EK1031:SPC AR S     -  HELMPORT AZ MK                           084 50 01.1
 EK1031:UTM  15      -  HELMPORT AZ MK                           084 16 27.5
 EK1031
 EK1031|---------------------------------------------------------------------|
 EK1031| PID    Reference Object                     Distance      Geod. Az  |
 EK1031|                                                           dddmmss.s |
 EK1031| EK1032 HELMPORT AZ MK                      APPROX. 0.9 KM 0832923.1 |
 EK1031|---------------------------------------------------------------------|
 EK1031
 EK1031                          SUPERSEDED SURVEY CONTROL
 EK1031
 EK1031  ELLIP H (09/14/99)   77.96   (m)                       GP(       ) 4 1
 EK1031  NAD 83(1997)-  34 02 47.36565(N)    094 24 04.10277(W) AD(       ) 1
 EK1031  NAD 83(1986)-  34 02 47.36786(N)    094 24 04.09997(W) AD(       ) 1
 EK1031  NGVD 29 (11/13/90)  105.8    (m)          347.     (f) GPS OBS        
 EK1031
 EK1031.Superseded values are not recommended for survey control.
 EK1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1031.See file dsdata.txt to determine how the superseded data were derived.
 EK1031
 EK1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7067368196(NAD 83)
 EK1031_MARKER: I = METAL ROD
 EK1031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK1031_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EK1031_STAMPING: HELMPORT 1990
 EK1031_MARK LOGO: NGS   
 EK1031_PROJECTION: FLUSH
 EK1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1031+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EK1031_ROD/PIPE-DEPTH: 6.0  meters
 EK1031_SLEEVE-DEPTH  : 0.93 meters
 EK1031
 EK1031  HISTORY     - Date     Condition        Report By
 EK1031  HISTORY     - 1990     MONUMENTED       NGS
 EK1031
 EK1031                          STATION DESCRIPTION
 EK1031
 EK1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EK1031'STATION IS LOCATED ABOUT 24.5 KM (15.2 MI) WEST-NORTHWEST OF
 EK1031'LOCKESBURG, 13.5 KM (8.4 MI) NORTH-NORTHWEST OF HORATIO, AND 7.1 KM
 EK1031'(4.4 MI) WEST OF DEQUEENS, AT THE DEQUEEENS J.LYNN HELMS SEVIER
 EK1031'COUNTY AIRPORT.  OWNERSHIP-SEVIER COUNTY DEPART, COUNTY COURTHOUSE,
 EK1031'DEQUEENS AR 71832.  AIRPORT MANAGER IS WAYNE OR JODY MC CARRELL, RTE.
 EK1031'1 BOX 489A, DEQUEENS, AR 71832.  PHONE IS 501-641-9931 OR HOME
 EK1031'501-642-2508.
 EK1031'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 59, 70, 71, AND
 EK1031'STATE ROUTE 41 IN NORTHEAST DEQUEENS, GO WEST ALONG U.S.HIGHWAY 70
 EK1031'FOR 7.11 KM (4.42 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT, AND
 EK1031'GO NORTH AND EAST ON AIRPORT ENTRANCE ROAD FOR 0.34 KM (0.21 MI) TO A
 EK1031'GRAVELED ROAD AND GATE ON THE LEFT.  TURN LEFT, AND GO NORTHEAST ON
 EK1031'THE GRAVELED ROAD, PASSING THROUGH GATE, FOR 0.07 KM (0.04 MI) TO AN
 EK1031'APRON.  TURN LEFT, AND GO NORTH ACROSS THE APRON AND ALONG A TAXIWAY
 EK1031'FOR 0.16 KM (0.10 MI) TO THE RUNWAY AND THE STATION ON THE LEFT.
 EK1031'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EK1031'ROD ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SET 34.7 M
 EK1031'(113.8 FT) SOUTH-SOUTHEAST OF THE RUNWAY CENTERLINE, 24.8 M
 EK1031'(81.4 FT) SOUTHEAST OF A RUNWAY LIGHT, AND 19.7 M (64.6 FT)
 EK1031'WEST-SOUTHWEST OF THE CENTERLINE OF A CONNECTOR.
 EK1031'LOCKED GATE AT NIGHT.
 EK1031'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK1032 ***********************************************************************
 EK1032  DESIGNATION -  HELMPORT AZ MK
 EK1032  PID         -  EK1032
 EK1032  STATE/COUNTY-  AR/SEVIER
 EK1032  USGS QUAD   -  CHAPEL HILL (1965)
 EK1032
 EK1032                         *CURRENT SURVEY CONTROL
 EK1032  ___________________________________________________________________
 EK1032* NAD 83(1997)-  34 02 50.65443(N)    094 23 29.43429(W)     ADJUSTED  
 EK1032* NAVD 88     -       107.4    (meters)     352.     (feet)  VERTCON   
 EK1032  ___________________________________________________________________
 EK1032  X           -    -405,091.316 (meters)                     COMP
 EK1032  Y           -  -5,274,850.133 (meters)                     COMP
 EK1032  Z           -   3,550,849.125 (meters)                     COMP
 EK1032  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 EK1032  ELLIP HEIGHT-          79.56  (meters)          (09/24/01) GPS OBS
 EK1032  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EK1032
 EK1032  HORZ ORDER  -  FIRST
 EK1032  ELLP ORDER  -  FOURTH    CLASS II
 EK1032
 EK1032.This mark is at J Lynn Helms Sevier Co Airport (DEQ)
 EK1032
 EK1032.The horizontal coordinates were established by GPS observations
 EK1032.and adjusted by the National Geodetic Survey in September 1999..
 EK1032
 EK1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1032
 EK1032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1032
 EK1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK1032
 EK1032.The ellipsoidal height was determined by GPS observations
 EK1032.and is referenced to NAD 83.
 EK1032
 EK1032.The geoid height was determined by GEOID03.
 EK1032
 EK1032;                    North         East     Units Scale Factor Converg.
 EK1032;SPC AR S     -   555,719.502   179,221.789   MT  0.99991850   -1 20 18.6
 EK1032;SPC AR S     - 1,823,223.07    587,996.82   sFT  0.99991850   -1 20 18.6
 EK1032;UTM  15      - 3,768,285.365   371,563.788   MT  0.99980335   -0 46 45.1
 EK1032
 EK1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1032!SPC AR S     -   0.99998751  x   0.99991850  =   0.99990601
 EK1032!UTM  15      -   0.99998751  x   0.99980335  =   0.99979086
 EK1032
 EK1032:                Primary Azimuth Mark                     Grid Az
 EK1032:SPC AR S     -  HELMPORT                                 264 50 01.2
 EK1032:UTM  15      -  HELMPORT                                 264 16 27.7
 EK1032
 EK1032|---------------------------------------------------------------------|
 EK1032| PID    Reference Object                     Distance      Geod. Az  |
 EK1032|                                                           dddmmss.s |
 EK1032| EK1031 HELMPORT                            APPROX. 0.9 KM 2632942.6 |
 EK1032|---------------------------------------------------------------------|
 EK1032
 EK1032                          SUPERSEDED SURVEY CONTROL
 EK1032
 EK1032  ELLIP H (09/14/99)   79.54   (m)                       GP(       ) 4 1
 EK1032  NAD 83(1997)-  34 02 50.65767(N)    094 23 29.43300(W) AD(       ) 1
 EK1032  NAD 83(1986)-  34 02 50.65999(N)    094 23 29.43019(W) AD(       ) 1
 EK1032  NGVD 29 (11/13/90)  107.4    (m)          352.     (f) GPS OBS        
 EK1032
 EK1032.Superseded values are not recommended for survey control.
 EK1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1032.See file dsdata.txt to determine how the superseded data were derived.
 EK1032
 EK1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7156468285(NAD 83)
 EK1032_MARKER: I = METAL ROD
 EK1032_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK1032_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EK1032_STAMPING: HELMPORT AZ MK 1990
 EK1032_MARK LOGO: NGS   
 EK1032_PROJECTION: FLUSH
 EK1032_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1032+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EK1032_ROD/PIPE-DEPTH: 6.0  meters
 EK1032_SLEEVE-DEPTH  : 0.93 meters
 EK1032
 EK1032  HISTORY     - Date     Condition        Report By
 EK1032  HISTORY     - 1990     MONUMENTED       NGS
 EK1032
 EK1032                          STATION DESCRIPTION
 EK1032
 EK1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EK1032'STATION IS LOCATED ABOUT 24.5 KM (15.2 MI) WEST-NORTHWEST OF
 EK1032'LOCKESBURG, 13.5 KM (8.4 MI) NORTH-NORTHWEST OF HORATIO, AND 7.1 KM
 EK1032'(4.4 MI) WEST OF DEQUEENS, AT THE DEQUEEENS J. LYNN HELMS SEVIER
 EK1032'COUNTY AIRPORT.  OWNERSHIP-SEVIER COUNTY DEPART, COUNTY COURTHOUSE,
 EK1032'DEQUEENS AR 71832.  AIRPORT MANAGER IS WAYNE OR JODY MC CARRELL, RTE.
 EK1032'1 BOX 489A, DEQUEENS, AR 71832.  PHONE IS 501-641-9931 OR HOME
 EK1032'501-642-2508.
 EK1032'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 59, 70, 71, AND
 EK1032'STATE ROUTE 41 IN NORTHEAST DEQUEENS, GO WEST ALONG U.S.HIGHWAY 70
 EK1032'FOR 7.11 KM (4.42 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT, AND
 EK1032'GO NORTH AND EAST ON AIRPORT ENTRANCE ROAD FOR 0.34 KM (0.21 MI) TO A
 EK1032'GRAVELED ROAD AND GATE ON THE LEFT.  TURN LEFT, AND GO NORTHEAST ON
 EK1032'THE GRAVELED ROAD, PASSING THROUGH GATE, FOR 0.07 KM (0.04 MI) TO AN
 EK1032'APRON.  TURN LEFT, AND GO NORTH ACROSS THE APRON AND ALONG A TAXIWAY
 EK1032'FOR 0.16 KM (0.10 MI) TO THE RUNWAY.  TURN RIGHT, AND GO SOUTHEAST ON
 EK1032'THE RUNWAY FOR 0.68 KM (0.42 MI) TO THE STATION ON THE RIGHT, IN THE
 EK1032'GRASSY AREA OF TURNAROUND.
 EK1032'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EK1032'ROD ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SET 34.1 M
 EK1032'(111.9 FT) SOUTH OF THE RUNWAY CENTERLINE, 31.4 M (103.0 FT)
 EK1032'SOUTHEAST OF A RUNWAY LIGHT, AND 11.3 M (37.1 FT) WEST OF THE WEST
 EK1032'EDGE OF A TURNAROUND.
 EK1032'LOCKED GATE AT NIGHT.
 EK1032'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1963 ***********************************************************************
 EJ1963  DESIGNATION -  HEMP
 EJ1963  PID         -  EJ1963
 EJ1963  STATE/COUNTY-  AR/GARLAND
 EJ1963  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1963
 EJ1963                         *CURRENT SURVEY CONTROL
 EJ1963  ___________________________________________________________________
 EJ1963* NAD 83(1997)-  34 26 43.48508(N)    093 11 21.25048(W)     ADJUSTED  
 EJ1963* NAVD 88     -       173.10   (+/-2cm)     567.9    (feet)  VERTCON   
 EJ1963  ___________________________________________________________________
 EJ1963  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 EJ1963  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EJ1963
 EJ1963  HORZ ORDER  -  THIRD
 EJ1963  VERT ORDER  -  THIRD ? (See Below)
 EJ1963
 EJ1963.The horizontal coordinates were established by classical geodetic methods
 EJ1963.and adjusted by the National Geodetic Survey in September 1999..
 EJ1963
 EJ1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1963.The vertical order pertains to the NGVD 29 superseded value.
 EJ1963
 EJ1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1963
 EJ1963.The geoid height was determined by GEOID03.
 EJ1963
 EJ1963;                    North         East     Units Scale Factor Converg.
 EJ1963;SPC AR S     -   597,921.939   290,717.990   MT  0.99994412   -0 39 56.2
 EJ1963;SPC AR S     - 1,961,682.23    953,797.27   sFT  0.99994412   -0 39 56.2
 EJ1963;UTM  15      - 3,811,560.467   482,616.171   MT  0.99960372   -0 06 25.3
 EJ1963
 EJ1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1963!SPC AR S     -   0.99997714  x   0.99994412  =   0.99992126
 EJ1963!UTM  15      -   0.99997714  x   0.99960372  =   0.99958087
 EJ1963
 EJ1963|---------------------------------------------------------------------|
 EJ1963| PID    Reference Object                     Distance      Geod. Az  |
 EJ1963|                                                           dddmmss.s |
 EJ1963| CX6444 HEMP RM 1                            10.028 METERS 09522     |
 EJ1963| CX6445 HEMP RM 2                             9.998 METERS 26830     |
 EJ1963| CX6443 HEMP AZ MK                                         2724400.3 |
 EJ1963|---------------------------------------------------------------------|
 EJ1963
 EJ1963                          SUPERSEDED SURVEY CONTROL
 EJ1963
 EJ1963  NAD 83(1986)-  34 26 43.49563(N)    093 11 21.24293(W) AD(       ) 3
 EJ1963  NAD 27      -  34 26 43.18290(N)    093 11 20.57730(W) AD(       ) 3
 EJ1963  NGVD 29 (07/19/86)  173.09   (m)          567.9    (f) LEVELING    3  
 EJ1963
 EJ1963.Superseded values are not recommended for survey control.
 EJ1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1963.See file dsdata.txt to determine how the superseded data were derived.
 EJ1963
 EJ1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8261611560(NAD 83)
 EJ1963_MARKER: DS = TRIANGULATION STATION DISK
 EJ1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1963
 EJ1963  HISTORY     - Date     Condition        Report By
 EJ1963  HISTORY     - 1956     MONUMENTED       CGS
 EJ1963  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1963
 EJ1963                          STATION DESCRIPTION
 EJ1963
 EJ1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1963'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF HOT SPRINGS,
 EJ1963'6 MILES EAST NORTHEAST OF PEARCY, AND 31.5 FEET SOUTH OF THE
 EJ1963'CENTERLINE OF U.S. HIGHWAY 70.
 EJ1963'
 EJ1963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270
 EJ1963'AND 70 NEAR THE SOUTHWEST EDGE OF HOT SPRINGS, GO SOUTHWEST
 EJ1963'ON U.S. HIGHWAY 70 FOR 6.9 MILES TO THE ENTRANCE OF MEMORIAL
 EJ1963'PARK CEMETERY ON THE RIGHT.  CONTINUE ON U.S. HIGHWAY 70 FOR 0.1
 EJ1963'MILE TO THE STATION ON THE LEFT.  CONTINUE ON U.S. HIGHWAY
 EJ1963'70 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EJ1963'
 EJ1963'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 EJ1963'MARK ARE STANDARD DISKS SET IN THE TOP OF CONCRETE POSTS.
 EJ1963'
 EJ1963'THE STATION MARK, STAMPED HEMP 1956, PROJECTS ABOUT 3 INCHES.
 EJ1963'IT IS ABOUT 5 FEET HIGHER THAN THE HIGHWAY, 7 FEET EAST
 EJ1963'OF A POWER POLE, 8 FEET WEST SOUTHWEST OF A WITNESS POST, AND
 EJ1963'2 FEET NORTH OF THE FENCE LINE.
 EJ1963'
 EJ1963'REFERENCE MARK 1, STAMPED HEMP NO 1 1956, PROJECTS ABOUT 4
 EJ1963'INCHES.  IT IS 1 FOOT NORTH OF THE FENCE LINE, AND 32.5 FEET
 EJ1963'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 EJ1963'
 EJ1963'REFERENCE MARK 2, STAMPED HEMP NO 2 1956, PROJECTS ABOUT 4
 EJ1963'INCHES.  IT IS 1 FOOT NORTH OF THE FENCE LINE, AND 32.5 FEET
 EJ1963'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 EJ1963'
 EJ1963'THE AZIMUTH MARK, STAMPED HEMP 1956, PROJECTS ABOUT 4 INCHES.
 EJ1963'IT IS 44.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 70,
 EJ1963'AND 35 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 EJ1963'CULVERT.
 EJ1963
 EJ1963                          STATION RECOVERY (1998)
 EJ1963
 EJ1963'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0680 ***********************************************************************
 EJ0680  DESIGNATION -  HEMS
 EJ0680  PID         -  EJ0680
 EJ0680  STATE/COUNTY-  AR/DALLAS
 EJ0680  USGS QUAD   -  BUNN (1984)
 EJ0680
 EJ0680                         *CURRENT SURVEY CONTROL
 EJ0680  ___________________________________________________________________
 EJ0680* NAD 83(1986)-  34 00 04.     (N)    092 29 43.     (W)     SCALED    
 EJ0680* NAVD 88     -        74.606  (meters)     244.77   (feet)  ADJUSTED  
 EJ0680  ___________________________________________________________________
 EJ0680  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EJ0680  DYNAMIC HT  -          74.532 (meters)     244.53  (feet)  COMP
 EJ0680  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 EJ0680
 EJ0680  VERT ORDER  -  SECOND    CLASS 0
 EJ0680
 EJ0680.The horizontal coordinates were scaled from a topographic map and have
 EJ0680.an estimated accuracy of +/- 6 seconds.
 EJ0680
 EJ0680.The orthometric height was determined by differential leveling
 EJ0680.and adjusted by the National Geodetic Survey in June 1991..
 EJ0680
 EJ0680.The geoid height was determined by GEOID03.
 EJ0680
 EJ0680.The dynamic height is computed by dividing the NAVD 88
 EJ0680.geopotential number by the normal gravity value computed on the
 EJ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0680.degrees latitude (g = 980.6199 gals.).
 EJ0680
 EJ0680.The modeled gravity was interpolated from observed gravity values.
 EJ0680
 EJ0680;                    North         East    Units  Estimated Accuracy
 EJ0680;SPC AR S     -   548,120.      354,250.      MT  (+/- 180 meters Scaled)
 EJ0680
 EJ0680                          SUPERSEDED SURVEY CONTROL
 EJ0680
 EJ0680  NGVD 29 (??/??/92)   74.648  (m)          244.91   (f) ADJ UNCH    2 0
 EJ0680
 EJ0680.Superseded values are not recommended for survey control.
 EJ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0680.See file dsdata.txt to determine how the superseded data were derived.
 EJ0680
 EJ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT466623(NAD 83)
 EJ0680_MARKER: DD = SURVEY DISK
 EJ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0680_STAMPING: HEMS
 EJ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0680+STABILITY: SURFACE MOTION
 EJ0680
 EJ0680  HISTORY     - Date     Condition        Report By
 EJ0680  HISTORY     - UNK      MONUMENTED       CGS
 EJ0680  HISTORY     - 1962     GOOD             USGS
 EJ0680
 EJ0680                          STATION DESCRIPTION
 EJ0680
 EJ0680'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EJ0680'6.1 MI S FROM CARTHAGE.
 EJ0680'6.1 MI SOUTH ALONG THE CHICAGO, ROCK ISLAND, AND PACIFIC RAILROAD FROM
 EJ0680'STATION AT CARTHAGE, DALLAS COUNTY.  AT BUNN SIDING, 407 FT. SOUTH OF
 EJ0680'GRAVEL ROAD CROSSING, 225 FT. NORTH OF POLE 36/10, 119 FT NORTH AND 24
 EJ0680'FEET EAST OF LONE 18 INCH PINE TREE, 157 FT NORTH AND 87 FT WEST OF
 EJ0680'STEEL RAILROAD SIGN BUNN, 14.4 FT WEST OF WEST RAIL OF MAINLINE TRACK,
 EJ0680'A USC AND GS AND STATE SURVEY DISK IN CONC. POST, STAMPED HEMS. (0.3
 EJ0680'FT ABOVE C/L OF WEST MOST OF TWO RAILROAD TRACKS OPPOSITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1864 ***********************************************************************
 FF1864  DESIGNATION -  HENDERSON
 FF1864  PID         -  FF1864
 FF1864  STATE/COUNTY-  AR/CLEBURNE
 FF1864  USGS QUAD   -  PANGBURN (1992)
 FF1864
 FF1864                         *CURRENT SURVEY CONTROL
 FF1864  ___________________________________________________________________
 FF1864* NAD 83(1997)-  35 28 34.67958(N)    091 48 09.59169(W)     ADJUSTED  
 FF1864* NAVD 88     -       198.31   (+/-2cm)     650.6    (feet)  VERTCON   
 FF1864  ___________________________________________________________________
 FF1864  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 FF1864  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1864
 FF1864  HORZ ORDER  -  FIRST
 FF1864  VERT ORDER  -  THIRD ? (See Below)
 FF1864
 FF1864.The horizontal coordinates were established by classical geodetic methods
 FF1864.and adjusted by the National Geodetic Survey in September 1999..
 FF1864
 FF1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1864.The vertical order pertains to the NGVD 29 superseded value.
 FF1864
 FF1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1864
 FF1864.The geoid height was determined by GEOID03.
 FF1864
 FF1864;                    North         East     Units Scale Factor Converg.
 FF1864;SPC AR N     -   126,820.137   417,908.273   MT  0.99993770   +0 06 53.4
 FF1864;SPC AR N     -   416,075.73  1,371,087.39   sFT  0.99993770   +0 06 53.4
 FF1864;UTM  15      - 3,926,523.756   608,624.572   MT  0.99974540   +0 41 41.9
 FF1864
 FF1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1864!SPC AR N     -   0.99997316  x   0.99993770  =   0.99991087
 FF1864!UTM  15      -   0.99997316  x   0.99974540  =   0.99971857
 FF1864
 FF1864|---------------------------------------------------------------------|
 FF1864| PID    Reference Object                     Distance      Geod. Az  |
 FF1864|                                                           dddmmss.s |
 FF1864| CI1602 HENDERSON RM 2                       54.343 METERS 10323     |
 FF1864| CI1600 HENDERSON AZ MK                                    2731445.1 |
 FF1864| CI1601 HENDERSON RM 1                       54.062 METERS 30200     |
 FF1864|---------------------------------------------------------------------|
 FF1864
 FF1864                          SUPERSEDED SURVEY CONTROL
 FF1864
 FF1864  NAD 83(1986)-  35 28 34.69185(N)    091 48 09.59158(W) AD(       ) 1
 FF1864  NAD 27      -  35 28 34.40600(N)    091 48 09.07700(W) AD(       ) 1
 FF1864  NGVD 29 (07/19/86)  198.25   (m)          650.4    (f) LEVELING    3  
 FF1864
 FF1864.Superseded values are not recommended for survey control.
 FF1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1864.See file dsdata.txt to determine how the superseded data were derived.
 FF1864
 FF1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0862526524(NAD 83)
 FF1864_MARKER: DS = TRIANGULATION STATION DISK
 FF1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1864_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1864
 FF1864  HISTORY     - Date     Condition        Report By
 FF1864  HISTORY     - 1934     MONUMENTED       CGS
 FF1864  HISTORY     - 1940     GOOD             CGS
 FF1864  HISTORY     - 1954     GOOD             CGS
 FF1864  HISTORY     - 1962     GOOD             CGS
 FF1864  HISTORY     - 1967     GOOD             CGS
 FF1864
 FF1864                          STATION DESCRIPTION
 FF1864
 FF1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1864'STATION IS LOCATED ABOUT 3.0 MILES W OF DAVENPORT AND ABOUT
 FF1864'6.0 MILES NW OF PANGBURN, ON WOODLAND BELONGING TO MRS.
 FF1864'HENDERSON.  IN NE 1/4 SEC. 25, T 17 N, R 8 W.
 FF1864'
 FF1864'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 FF1864'DISKS SET IN CONCRETE CYLINDERS.
 FF1864'
 FF1864'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FF1864'
 FF1864'REFERENCE MARK NO. 1 IS NW OF STATION IN TIMBER, DISTANT
 FF1864'177.30 FEET, (54.05 METERS) AND 20.10 METERS N OF AN E-W
 FF1864'DIRT ROAD.
 FF1864'
 FF1864'REFERENCE MARK NO. 2 IS E OF STATION IN TIMBER, DISTANT
 FF1864'178.30 FEET, (54.35 METERS) AND 15.50 METERS S OF CENTER
 FF1864'LINE OF AN E-W ROAD.
 FF1864'
 FF1864'AZIMUTH MARK IS 0.6 MILE W OF STATION ALONG AN E-W FENCE
 FF1864'LINE AND 7.20 METERS N OF CENTER LINE OF AN E-W DIRT ROAD.
 FF1864'
 FF1864'HEIGHT OF LIGHT ABOVE STATION MARK - 44 METERS.
 FF1864
 FF1864                          STATION RECOVERY (1940)
 FF1864
 FF1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FF1864'STATION RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND TO BE
 FF1864'IN GOOD CONDITION.
 FF1864'
 FF1864'STATION IS LOCATED IN CLEBURNE COUNTY, ABOUT 3.0 MILES W
 FF1864'OF DAVENPORT AND ABOUT 6.0 MILES NW OF PANGBURN ON PROPERTY
 FF1864'BELONGING TO A MRS. HENDERSON.
 FF1864'
 FF1864'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FF1864'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 FF1864'
 FF1864'REFERENCE MARK NO. 1 IS 20.10 METERS N OF THE CENTER LINE
 FF1864'OF AN E-W DIRT ROAD AND IN THE TIMBER.  THE MARK PROJECTS
 FF1864'10 INCHES AND IS STAMPED HENDERSON NO. 1, 1934.
 FF1864'
 FF1864'REFERENCE MARK NO. 2 IS 15.50 METERS S OF THE CENTER LINE
 FF1864'OF AN E-W DIRT ROAD, AND IN THE TIMBER.  THE MARK PROJECTS
 FF1864'10 INCHES AND IS STAMPED HENDERSON NO. 2, 1934.
 FF1864'
 FF1864'AZIMUTH MARK IS 0.6 MILE W OF THE STATION, 7.20 METERS N
 FF1864'OF THE CENTER LINE OF AN E-W DIRT ROAD.  THERE IS A WHITE
 FF1864'REFERENCE POST 3 FEET W OF THE MARK.  IT PROJECTS 12 INCHES
 FF1864'AND IS STAMPED.  HENDERSON 1934.
 FF1864'
 FF1864'TO REACH THE AZIMUTH MARK GO W 0.6 MILE TO THE MARK ON THE
 FF1864'N SIDE OF THE ROAD.
 FF1864'
 FF1864'TO REACH FROM PANGBURN GO N ON DIRT ROAD TO A T-ROAD E, 1.4
 FF1864'MILES S OF ABANDONED HIRAM POST OFFICE.  TURN E AND GO 0.3
 FF1864'MILE TO A T-INTERSECTION.  TURN N, LEFT, AND GO 0.7 MILE
 FF1864'TO FORKS, JUST AFTER CROSSING SUSPENSION BRIDGE OVER CREEK.
 FF1864'TAKE LEFT FORK AND GO 3.9 MILES TO STATION ON S SIDE OF
 FF1864'ROAD.  THE MARK PROJECTS 2 INCHES AND IS STAMPED HENDERSON
 FF1864'1934.  THERE IS A WHITE REFERENCE POST 3 FEET NE OF THE
 FF1864'MARK.
 FF1864'
 FF1864'THE DIRECTIONS AND DISTANCES TO THE REFERENCE MARKS DID
 FF1864'NOT CHECK.
 FF1864
 FF1864                          STATION RECOVERY (1954)
 FF1864
 FF1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1864'THE 1940 DESCRIPTION IS ACCURATE AND ADEQUATE.  THE STATION
 FF1864'MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 FF1864'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FF1864'
 FF1864'THE LAND IS NOW OWNED AND OCCUPIED BY MR. WALLACE TOLE.
 FF1864'
 FF1864'HEIGHT OF LIGHT ABOVE MARK- 26 METERS.
 FF1864
 FF1864                          STATION RECOVERY (1962)
 FF1864
 FF1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1864'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FF1864'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 FF1864'DIRECTIONS TO ALL THE MARKS WERE VERIFIED.  THE DISTANCE TO
 FF1864'REFERENCE MARK NO. 2 WAS VERIFIED.  THE DISTANCE TO REFERENCE
 FF1864'MARK NO. 1 MISSED THE PREVIOUS MEASUREMENT BY 0.033 METER.
 FF1864'
 FF1864'THE STATION MARK AND REFERENCE MARK NO. 2, ORIGINALLY LOCATED
 FF1864'IN A TIMBERED AREA ARE NOW IN A CULTIVATED FIELD.  THE TIMBER
 FF1864'HAS BEEN CLEARED AND A LARGE AREA SOUTH, EAST, AND WEST OF
 FF1864'THE STATION IS NOW UNDER CULTIVATION.  REFERENCE MARK NO.
 FF1864'1 IS ON THE NORTH SIDE OF THE COUNTY ROAD AND IN TIMBER.
 FF1864'
 FF1864'DUE TO ROAD AND OTHER CHANGES IN THE VICINITY, A COMPLETE
 FF1864'NEW DESCRIPTION FOLLOWS-
 FF1864'
 FF1864'THE STATION IS APPROXIMATELY 6-1/2 MILES WEST AND 1-1/2
 FF1864'MILE NORTH OF SUNNYDALE, 4 MILES NORTHEAST OF PANGBURN,
 FF1864'1-1/2 MILE NORTH OF THE LITTLE RED RIVER, ON THE SOUTH SIDE
 FF1864'OF A COUNTY ROAD, IN A CULTIVATED AREA, ON PROPERTY OWNED
 FF1864'BY MR. WALLACE TOLL.
 FF1864'
 FF1864'TO REACH THE STATION FROM THE POST OFFICE IN PANGBURN, GO
 FF1864'NORTH ON STATE HIGHWAY 124 FOR 0.3 MILE TO WHERE HIGHWAY 124
 FF1864'TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD AND
 FF1864'GO NORTHERLY 1.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 FF1864'RIGHT AND GO EAST 0.9 MILE TO A FORK.  TAKE THE LEFT FORK
 FF1864'AND GO NORTH AND EAST 2.9 MILES TO A SIDE ROAD ON THE LEFT.
 FF1864'CONTINUE STRAIGHT AHEAD, EAST, 0.2 MILE TO A HOUSE ON THE
 FF1864'LEFT.  CONTINUE EAST ON THE GRAVELED ROAD 0.05 MILE TO A
 FF1864'LARGE LONE PINE TREE AND THE AZIMUTH MARK ON THE LEFT.
 FF1864'CONTINUE EAST 0.25 MILE TO A SIDE ROAD ON THE LEFT.
 FF1864'CONTINUE EAST 0.1 MILE TO THE STATION ON THE RIGHT, SOUTH
 FF1864'SIDE OF THE GRAVELED ROAD.
 FF1864'
 FF1864'STATION MARK IS A STANDARD DISK STAMPED HENDERSON 1934, SET
 FF1864'IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 FF1864'IT IS 118.5 FEET EAST OF A POWER POLE, 40 FEET SOUTH OF A WOODEN
 FF1864'WITNESS POST AND 20.5 FEET SOUTH OF A FENCE.  THE UNDERGROUND
 FF1864'DISK WAS NOT INSPECTED.
 FF1864'
 FF1864'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HENDERSON NO
 FF1864'1 1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6
 FF1864'INCHES.  IT IS 48 FEET NORTH OF THE CENTER OF THE GRAVELED
 FF1864'ROAD AND 33 FEET NORTH OF A FENCE.
 FF1864'
 FF1864'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HENDERSON
 FF1864'NO 2 1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 FF1864'6 INCHES.  IT IS 47 FEET SOUTH OF THE CENTER OF THE GRAVELED
 FF1864'ROAD, 43 FEET SOUTHEAST OF THE MOST WESTERLY ONE OF A LINE
 FF1864'OF SMALL PINE TREES ON THE SOUTH ROAD RIGHT-OF-WAY AND 32
 FF1864'FEET SOUTH OF A FENCE.
 FF1864'
 FF1864'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HENDERSON
 FF1864'AZI 1934, SET IN A ROUND CONCRETE POST WHICH PROJECTS 10
 FF1864'INCHES.  IT IS 21 FEET WEST OF A 30-INCH PINE TREE, 20.5
 FF1864'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 5.5 FEET NORTH
 FF1864'OF A FENCE, 3 FEET EAST OF A WOODEN WITNESS POST AND 1.6
 FF1864'FEET EAST OF A METAL WITNESS POST.
 FF1864'
 FF1864'NOTE- REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE, PULLING
 FF1864'7 KG. TAPE TENSION.
 FF1864'
 FF1864'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF1864
 FF1864                          STATION RECOVERY (1967)
 FF1864
 FF1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1864'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FF1864'1962 DESCRIPTION BY J.K.R. IS ADEQUATE.
 FF1864'
 FF1864'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF R.M. 1.
 FF1864'
 FF1864'A METAL WITNESS POST WAS SET 1 FOOT WEST OF R.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2633 ***********************************************************************
 EH2633  DESIGNATION -  HENRICO
 EH2633  PID         -  EH2633
 EH2633  STATE/COUNTY-  AR/DESHA
 EH2633  USGS QUAD   -  SNOW LAKE (1967)
 EH2633
 EH2633                         *CURRENT SURVEY CONTROL
 EH2633  ___________________________________________________________________
 EH2633* NAD 83(1997)-  34 00 40.81762(N)    091 01 12.87915(W)     ADJUSTED  
 EH2633* NAVD 88     -        55.016  (meters)     180.50   (feet)  ADJUSTED  
 EH2633  ___________________________________________________________________
 EH2633  X           -     -94,237.963 (meters)                     COMP
 EH2633  Y           -  -5,291,739.793 (meters)                     COMP
 EH2633  Z           -   3,547,505.266 (meters)                     COMP
 EH2633  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EH2633  ELLIP HEIGHT-          28.82  (meters)          (09/14/99) GPS OBS
 EH2633  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH2633  DYNAMIC HT  -          54.961 (meters)     180.32  (feet)  COMP
 EH2633  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 EH2633
 EH2633  HORZ ORDER  -  SECOND
 EH2633  VERT ORDER  -  FIRST     CLASS II
 EH2633  ELLP ORDER  -  FOURTH    CLASS I
 EH2633
 EH2633.The horizontal coordinates were established by classical geodetic methods
 EH2633.and adjusted by the National Geodetic Survey in September 1999..
 EH2633
 EH2633.The orthometric height was determined by differential leveling
 EH2633.and adjusted by the National Geodetic Survey in June 1991..
 EH2633
 EH2633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2633
 EH2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2633
 EH2633.The ellipsoidal height was determined by GPS observations
 EH2633.and is referenced to NAD 83.
 EH2633
 EH2633.The geoid height was determined by GEOID03.
 EH2633
 EH2633.The dynamic height is computed by dividing the NAVD 88
 EH2633.geopotential number by the normal gravity value computed on the
 EH2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2633.degrees latitude (g = 980.6199 gals.).
 EH2633
 EH2633.The modeled gravity was interpolated from observed gravity values.
 EH2633
 EH2633;                    North         East     Units Scale Factor Converg.
 EH2633;SPC AR S     -   549,573.400   490,493.749   MT  0.99991855   +0 32 54.1
 EH2633;SPC AR S     - 1,803,058.73  1,609,228.24   sFT  0.99991855   +0 32 54.1
 EH2633;UTM  15      - 3,765,180.254   682,815.587   MT  1.00001201   +1 06 27.7
 EH2633
 EH2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2633!SPC AR S     -   0.99999548  x   0.99991855  =   0.99991403
 EH2633!UTM  15      -   0.99999548  x   1.00001201  =   1.00000749
 EH2633
 EH2633:                Primary Azimuth Mark                     Grid Az
 EH2633:SPC AR S     -  THORNTON                                 025 56 20.0
 EH2633:UTM  15      -  THORNTON                                 025 22 46.4
 EH2633
 EH2633|---------------------------------------------------------------------|
 EH2633| PID    Reference Object                     Distance      Geod. Az  |
 EH2633|                                                           dddmmss.s |
 EH2633| EH2811 THORNTON                            APPROX. 7.5 KM 0262914.1 |
 EH2633| CY6205 HENRICO AZ MK                                      0833336.7 |
 EH2633| EH2634 HENRICO RM 1                         28.078 METERS 09216     |
 EH2633| CY6206 HENRICO RM 2                         24.313 METERS 32847     |
 EH2633|---------------------------------------------------------------------|
 EH2633
 EH2633                          SUPERSEDED SURVEY CONTROL
 EH2633
 EH2633  NAD 83(1997)-  34 00 40.81893(N)    091 01 12.87881(W) AD(       ) 2
 EH2633  NAD 83(1986)-  34 00 40.82606(N)    091 01 12.87494(W) AD(       ) 2
 EH2633  NAD 27      -  34 00 40.44386(N)    091 01 12.48068(W) AD(       ) 2
 EH2633  NGVD 29 (??/??/??)   55.060  (m)          180.64   (f) ADJUSTED    1 2
 EH2633
 EH2633.Superseded values are not recommended for survey control.
 EH2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2633.See file dsdata.txt to determine how the superseded data were derived.
 EH2633
 EH2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8281665180(NAD 83)
 EH2633_MARKER: DS = TRIANGULATION STATION DISK
 EH2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2633_SP_SET: CONCRETE POST
 EH2633_STAMPING: HENRICO 1964
 EH2633_MARK LOGO: CGS   
 EH2633_PROJECTION: FLUSH
 EH2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2633+STABILITY: SURFACE MOTION
 EH2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2633+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH2633
 EH2633  HISTORY     - Date     Condition        Report By
 EH2633  HISTORY     - 1964     MONUMENTED       CGS
 EH2633  HISTORY     - 1985     GOOD             NGS
 EH2633  HISTORY     - 1985     GOOD             NGS
 EH2633
 EH2633                          STATION DESCRIPTION
 EH2633
 EH2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2633'STATION IS ABOUT 23 MILES SOUTHWEST OF ELAINE, 3-1/2 MILES
 EH2633'SOUTH OF SNOW LAKE, AT THE TOP OF A FLOOD CONTROL LEVEE,
 EH2633'ON THE WEST BANK OF THE MISSISSIPPI RIVER, NEAR THE CENTER
 EH2633'OF SECTION 9, T. 8 S., R. 1 E., AND ON PROPERTY OWNED BY
 EH2633'MR. P.B. MARTIN.
 EH2633'
 EH2633'TO REACH THE STATION FROM THE RAILROAD STATION IN SNOW LAKE,
 EH2633'GO NORTHWEST AND EAST ON STATE HIGHWAY 85 FOR 3.5 MILES TO
 EH2633'A CROSSROAD AND A GROCERY STORE ON THE LEFT.  CONTINUE AHEAD
 EH2633'EAST AND SOUTHEAST ON A GRAVELED ROAD FOR 3.6 MILES TO A
 EH2633'CROSSROAD AT THE TOP OF LEVEE.  TURN RIGHT AND GO SOUTHWEST
 EH2633'ON A GRAVELED ROAD ALONG THE TOP OF THE LEVEE FOR 1.3 MILES
 EH2633'TO BOARD GATE.  CONTINUE AHEAD ON THE GRAVELED ROAD FOR
 EH2633'0.5 MILES TO THE SECOND BOARD GATE.  CONTINUE AHEAD ON THE
 EH2633'GRAVELED ROAD FOR 2.6 MILE TO A WIRE GATE.  CONTINUE AHEAD
 EH2633'ON THE GRAVELED ROAD FOR 0.8 MILES TO A BOARD GATE AND THE
 EH2633'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD SOUTHWEST AND
 EH2633'WEST ON THE GRAVELED ROAD FOR 0.5 MILES TO A SHARP BEND
 EH2633'IN THE GRAVELED ROAD AND THE STATION ON THE LEFT.
 EH2633'
 EH2633'STATION MARKS ARE STANDARD DISKS STAMPED HENRICO 1964.  THE
 EH2633'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2633'WITH THE SURFACE OF THE GROUND.  IT IS 189 FEET NORTH OF A
 EH2633'36 INCH COTTONWOOD TREE, 201 FEET NORTHEAST OF A 36 INCH
 EH2633'COTTONWOOD TREE, AND 18 FEET SOUTH OF THE CENTERLINE OF A
 EH2633'GRAVELED ROAD AND THE TOP OF THE LEVEE.  THE UNDERGROUND
 EH2633'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 EH2633'THE SURFACE OF THE GROUND.
 EH2633'
 EH2633'REFERENCE MARK 1, A STANDARD DISK STAMPED HENRICO NO 1 1964,
 EH2633'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2633'SURFACE OF THE GROUND.  IT IS 9 FEET NORTH OF THE CENTERLINE
 EH2633'OF THE GRAVELED ROAD AND THE TOP OF THE LEVEE.
 EH2633'
 EH2633'REFERENCE MARK 2, A STANDARD DISK STAMPED HENRICO NO 2 1964,
 EH2633'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2633'SURFACE OF THE GROUND.  IT IS 8 FEET NORTHEAST OF THE CENTERLINE
 EH2633'OF THE GRAVELED ROAD AND THE TOP OF THE LEVEE.
 EH2633'
 EH2633'AZIMUTH MARK, A STANDARD DISK STAMPED HENRICO 1964, IS SET
 EH2633'IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 EH2633'OF THE GROUND.  IT IS 13 FEET NORTHWEST OF THE CENTER OF
 EH2633'A BOARD GATE, A GRAVELED ROAD AND THE TOP OF THE LEVEE,
 EH2633'AND 2 FEET NORTHWEST OF A WITNESS POST.
 EH2633'
 EH2633'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2633
 EH2633                          STATION RECOVERY (1985)
 EH2633
 EH2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2633'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 EH2633'CONDITION.  REFERENCE MARK 2 WAS FOUND WITH THE DISK
 EH2633'SCRAPPED OFF.  THE AZIMUTH MARK WAS NOT RECOVERED.  STATION,
 EH2633'IS ON THE MAIN LEVEE IN T 8 S, R 1 E, EAST CENTRAL SECTION 9.
 EH2633'OWNERSHIP--LACONIA LEVEE DISTRICT NO 1 OF DESHA COUNTY
 EH2633'ARKANSAS, PO BOX 381, MCGEHEE AR 71654, PHONE 501-222-3456.
 EH2633'
 EH2633'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20, 44 AND 85 IN
 EH2633'ELAINE, GO SOUTH ON HIGHWAY 85 FOR 27.0 KM (16.8 MI) TO THE
 EH2633'DESHA COUNTY LINE.  CONTINUE SOUTH FOR 6.7 KM (4.2 MI) TO A
 EH2633'CROSSROAD (HIGHWAY 85 TURNS RIGHT, WEST). TURN LEFT, EASTERLY
 EH2633'ON A DIRT ROAD FOR 5.6 KM (3.5 MI) TO THE LEVEE ROAD.  TURN
 EH2633'RIGHT, SOUTHWEST, ON THE LEVEE ROAD FOR 4.0 KM (2.5 MI) TO
 EH2633'A LOCKED METAL GATE.  CONTINUE AHEAD FOR 2.73 KM (1.7 MI) TO A
 EH2633'CATTLE GUARD.  CONTINUE FOR 1.44 KM (0.9 MI) TO A CATTLE GUARD
 EH2633'AND BENCH MARK L 223 ON THE RIGHT.  CONTINUE AHEAD FOR 0.77 KM
 EH2633'(0.5 MI) TO A CURVE RIGHT, A WIDE SPOT AND THE STATION
 EH2633'ON THE LEFT.
 EH2633'
 EH2633'STATION MARK IS 6.4 METERS SOUTH OF THE ROAD CENTER,
 EH2633'0.2 METERS LOWER THAN THE ROAD, 0.6 METER NORTH OF A
 EH2633'FIBERGLASS WITNESS POST, AND FLUSH WITH THE GROUND.
 EH2633'
 EH2633'REFERENCE MARK 1 IS AT THE ROAD EDGE, FLUSH, 2.75
 EH2633'METERS NORTH OF THE ROAD CENTER AND 0.6 METER SOUTH
 EH2633'OF FIBERGLASS WITNESS POST.
 EH2633'
 EH2633'THIS STATION IS INTERVISIBLE WITH L 223.
 EH2633
 EH2633                          STATION RECOVERY (1985)
 EH2633
 EH2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2633'36.4 KM (22.55 MI) SOUT FROM MELLWOOD.
 EH2633'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  36.4 KM
 EH2633'(22.55 MI) SOUTHERLY ALONG THE LEVEE FROM A GRAVEL ROAD CROSSING IN
 EH2633'MELLWOOD, 0.72 KM (0.45 MI) WEST OF BENCH MARK L 233, 0.56 KM
 EH2633'(0.35 MI) SOUTHEAST OF BENCH MARK N 223, AT A CURVE IN THE LEVEE AND A
 EH2633'TRIANGLE SHAPED WIDE SPOT IN THE LEVEE, 6.4 METERS (21.0 FT) SOUTH OF
 EH2633'THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND 28.1 METERS (92.1 FT)
 EH2633'WEST OF REFERENCE MARK 1.
 EH2633'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 EH2633'THE MARK IS 0.2 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2634 ***********************************************************************
 EH2634  DESIGNATION -  HENRICO RM 1
 EH2634  PID         -  EH2634
 EH2634  STATE/COUNTY-  AR/DESHA
 EH2634  USGS QUAD   -  SNOW LAKE (1967)
 EH2634
 EH2634                         *CURRENT SURVEY CONTROL
 EH2634  ___________________________________________________________________
 EH2634* NAD 83(1986)-  34 00 40.     (N)    091 01 12.     (W)     SCALED    
 EH2634* NAVD 88     -        55.201  (meters)     181.11   (feet)  ADJUSTED  
 EH2634  ___________________________________________________________________
 EH2634  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH2634  DYNAMIC HT  -          55.146 (meters)     180.92  (feet)  COMP
 EH2634  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 EH2634
 EH2634  VERT ORDER  -  FIRST     CLASS II
 EH2634
 EH2634.The horizontal coordinates were scaled from a topographic map and have
 EH2634.an estimated accuracy of +/- 6 seconds.
 EH2634
 EH2634.The orthometric height was determined by differential leveling
 EH2634.and adjusted by the National Geodetic Survey in June 1991..
 EH2634
 EH2634.The geoid height was determined by GEOID03.
 EH2634
 EH2634.The dynamic height is computed by dividing the NAVD 88
 EH2634.geopotential number by the normal gravity value computed on the
 EH2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2634.degrees latitude (g = 980.6199 gals.).
 EH2634
 EH2634.The modeled gravity was interpolated from observed gravity values.
 EH2634
 EH2634;                    North         East    Units  Estimated Accuracy
 EH2634;SPC AR S     -   549,550.      490,520.      MT  (+/- 180 meters Scaled)
 EH2634
 EH2634                          SUPERSEDED SURVEY CONTROL
 EH2634
 EH2634  NGVD 29 (??/??/??)   55.245  (m)          181.25   (f) ADJUSTED    1 2
 EH2634
 EH2634.Superseded values are not recommended for survey control.
 EH2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2634.See file dsdata.txt to determine how the superseded data were derived.
 EH2634
 EH2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT828651(NAD 83)
 EH2634_MARKER: DR = REFERENCE MARK DISK
 EH2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2634_SP_SET: CONCRETE POST
 EH2634_STAMPING: HENRICO NO 1 1964
 EH2634_MARK LOGO: CGS   
 EH2634_PROJECTION: FLUSH
 EH2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2634+STABILITY: SURFACE MOTION
 EH2634
 EH2634  HISTORY     - Date     Condition        Report By
 EH2634  HISTORY     - 1964     MONUMENTED       CGS
 EH2634  HISTORY     - 1985     GOOD             NGS
 EH2634
 EH2634                          STATION DESCRIPTION
 EH2634
 EH2634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2634'36.4 KM (22.55 MI) SOUT FROM MELLWOOD.
 EH2634'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  36.4 KM
 EH2634'(22.55 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE CROSSING OF A
 EH2634'GRAVEL ROAD IN MELLWOOD, 0.72 KM (0.45 MI) WEST OF BENCH MARK L 233,
 EH2634'0.56 KM (0.35 MI) SOUTHEAST OF BENCH MARK N 223, AT A CURVE IN THE
 EH2634'LEVEE AND A WIDE SPOT IN THE LEVEE ROAD, LOCATED AT THE LEVEE ROAD
 EH2634'EDGE, 2.75 METERS (9.0 FT) NORTH OF THE APPROXIMATE CENTER OF THE
 EH2634'LEVEE ROAD, AND 28.1 METERS (92.1 FT) EAST OF TRIANGULATION STATION
 EH2634'HENRICO.
 EH2634'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 EH2634'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2103 ***********************************************************************
 EH2103  DESIGNATION -  HEO RESET
 EH2103  PID         -  EH2103
 EH2103  STATE/COUNTY-  AR/LONOKE
 EH2103  USGS QUAD   -  LONOKE (1982)
 EH2103
 EH2103                         *CURRENT SURVEY CONTROL
 EH2103  ___________________________________________________________________
 EH2103* NAD 83(1986)-  34 45 50.     (N)    091 54 55.     (W)     SCALED    
 EH2103* NAVD 88     -        74.150  (meters)     243.27   (feet)  ADJUSTED  
 EH2103  ___________________________________________________________________
 EH2103  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH2103  DYNAMIC HT  -          74.081 (meters)     243.05  (feet)  COMP
 EH2103  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 EH2103
 EH2103  VERT ORDER  -  FIRST     CLASS II
 EH2103
 EH2103.The horizontal coordinates were scaled from a topographic map and have
 EH2103.an estimated accuracy of +/- 6 seconds.
 EH2103
 EH2103.The orthometric height was determined by differential leveling
 EH2103.and adjusted by the National Geodetic Survey in June 1991..
 EH2103
 EH2103.The geoid height was determined by GEOID03.
 EH2103
 EH2103.The dynamic height is computed by dividing the NAVD 88
 EH2103.geopotential number by the normal gravity value computed on the
 EH2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2103.degrees latitude (g = 980.6199 gals.).
 EH2103
 EH2103.The modeled gravity was interpolated from observed gravity values.
 EH2103
 EH2103;                    North         East    Units  Estimated Accuracy
 EH2103;SPC AR S     -   632,620.      407,760.      MT  (+/- 180 meters Scaled)
 EH2103
 EH2103                          SUPERSEDED SURVEY CONTROL
 EH2103
 EH2103  NGVD 29 (??/??/??)   74.17   (m)          243.3    (f) RESET       3  
 EH2103
 EH2103.Superseded values are not recommended for survey control.
 EH2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2103.See file dsdata.txt to determine how the superseded data were derived.
 EH2103
 EH2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU992473(NAD 83)
 EH2103_MARKER: DD = SURVEY DISK
 EH2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2103_STAMPING: H E O RESET 1952
 EH2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2103+STABILITY: SURFACE MOTION
 EH2103
 EH2103  HISTORY     - Date     Condition        Report By
 EH2103  HISTORY     - 1952     MONUMENTED       ARGS
 EH2103  HISTORY     - 1955     GOOD             CGS
 EH2103  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2103
 EH2103                          STATION DESCRIPTION
 EH2103
 EH2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2103'2.1 MI SW FROM LONOKE.
 EH2103'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK
 EH2103'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, AT A JUNCTION WITH
 EH2103'STATE HIGHWAY 31, 253 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 EH2103'STORE AND SERVICE STATION, 90.6 FEET SOUTHEAST OF THE CENTER LINE OF
 EH2103'U.S. HIGHWAY 70, 39.6 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 EH2103'31, 108 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 2 FEET
 EH2103'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH2103'IS FLUSH WITH THE GROUND.
 EH2103
 EH2103                          STATION RECOVERY (1976)
 EH2103
 EH2103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1312 ***********************************************************************
 DL1312  DESIGNATION -  HERMITAGE SO LUMBER CO TANK
 DL1312  PID         -  DL1312
 DL1312  STATE/COUNTY-  AR/BRADLEY
 DL1312  USGS QUAD   -  HERMITAGE (1985)
 DL1312
 DL1312                         *CURRENT SURVEY CONTROL
 DL1312  ___________________________________________________________________
 DL1312* NAD 83(1997)-  33 26 37.64588(N)    092 10 38.86824(W)     ADJUSTED  
 DL1312* NAVD 88     -                                                        
 DL1312  ___________________________________________________________________
 DL1312  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DL1312  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DL1312
 DL1312  HORZ ORDER  -  THIRD
 DL1312
 DL1312.The horizontal coordinates were established by classical geodetic methods
 DL1312.and adjusted by the National Geodetic Survey in September 1999..
 DL1312
 DL1312
 DL1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1312
 DL1312.The geoid height was determined by GEOID03.
 DL1312
 DL1312;                    North         East     Units Scale Factor Converg.
 DL1312;SPC AR S     -   486,207.674   383,499.483   MT  0.99997123   -0 05 57.6
 DL1312;SPC AR S     - 1,595,166.34  1,258,197.89   sFT  0.99997123   -0 05 57.6
 DL1312;UTM  15      - 3,700,789.810   576,452.002   MT  0.99967206   +0 27 12.0
 DL1312
 DL1312                          SUPERSEDED SURVEY CONTROL
 DL1312
 DL1312  NAD 83(1986)-  33 26 37.65703(N)    092 10 38.86174(W) AD(       ) 4
 DL1312  NAD 27      -  33 26 37.24900(N)    092 10 38.35800(W) AD(       ) 3
 DL1312
 DL1312.Superseded values are not recommended for survey control.
 DL1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1312.See file dsdata.txt to determine how the superseded data were derived.
 DL1312
 DL1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7645200790(NAD 83)
 DL1312_MARKER: 53 = ELEVATED TANK
 DL1312
 DL1312  HISTORY     - Date     Condition        Report By
 DL1312  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1312
 DL1312                          STATION DESCRIPTION
 DL1312
 DL1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1312'THE STATION IS IN THE SOUTHWEST PART OF HERMITAGE, 0.1 MILE SOUTH
 DL1312'OF STATE HIGHWAY 15 AND 0.1 MILE EAST OF A RAILROAD TRACK.  IT IS
 DL1312'AN ELEVATED WATER TANK SUPPORTED BY FOUR STEEL LEGS AND IT IS
 DL1312'ABOUT 100 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE APEX OF
 DL1312'THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0060 ***********************************************************************
 DL0060  DESIGNATION -  HERS
 DL0060  PID         -  DL0060
 DL0060  STATE/COUNTY-  AR/DALLAS
 DL0060  USGS QUAD   -  IVAN (1985)
 DL0060
 DL0060                         *CURRENT SURVEY CONTROL
 DL0060  ___________________________________________________________________
 DL0060* NAD 83(1986)-  33 56 26.     (N)    092 26 54.     (W)     SCALED    
 DL0060* NAVD 88     -        68.125  (meters)     223.51   (feet)  ADJUSTED  
 DL0060  ___________________________________________________________________
 DL0060  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DL0060  DYNAMIC HT  -          68.056 (meters)     223.28  (feet)  COMP
 DL0060  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 DL0060
 DL0060  VERT ORDER  -  SECOND    CLASS 0
 DL0060
 DL0060.The horizontal coordinates were scaled from a topographic map and have
 DL0060.an estimated accuracy of +/- 6 seconds.
 DL0060
 DL0060.The orthometric height was determined by differential leveling
 DL0060.and adjusted by the National Geodetic Survey in June 1991..
 DL0060
 DL0060.The geoid height was determined by GEOID03.
 DL0060
 DL0060.The dynamic height is computed by dividing the NAVD 88
 DL0060.geopotential number by the normal gravity value computed on the
 DL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0060.degrees latitude (g = 980.6199 gals.).
 DL0060
 DL0060.The modeled gravity was interpolated from observed gravity values.
 DL0060
 DL0060;                    North         East    Units  Estimated Accuracy
 DL0060;SPC AR S     -   541,380.      358,560.      MT  (+/- 180 meters Scaled)
 DL0060
 DL0060                          SUPERSEDED SURVEY CONTROL
 DL0060
 DL0060  NGVD 29 (??/??/92)   68.170  (m)          223.65   (f) ADJ UNCH    2 0
 DL0060
 DL0060.Superseded values are not recommended for survey control.
 DL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0060.See file dsdata.txt to determine how the superseded data were derived.
 DL0060
 DL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT509557(NAD 83)
 DL0060_MARKER: DB = BENCH MARK DISK
 DL0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0060_STAMPING: HERS
 DL0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0060+STABILITY: SURFACE MOTION
 DL0060
 DL0060  HISTORY     - Date     Condition        Report By
 DL0060  HISTORY     - UNK      MONUMENTED       ARGS
 DL0060  HISTORY     - 1938     GOOD             ARGS
 DL0060  HISTORY     - 1970     MARK NOT FOUND   USGS
 DL0060
 DL0060                          STATION DESCRIPTION
 DL0060
 DL0060'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1938
 DL0060'9.4 MI N FROM FORDYCE.
 DL0060'9.4 (NOT 7.4) MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0060'RAILWAY FROM THE STATION AT FORDYCE, 30 FEET NORTHWEST OF POLE 41-08,
 DL0060'86 FEET SOUTH OF A PRIVATE-ROAD CROSSING, 16 FEET SOUTHWEST OF THE
 DL0060'CENTER LINE OF THE TRACK, 35 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 DL0060'63 FEET EAST OF A FENCE CORNER.  A U.S. COAST AND GEODETIC SURVEY AND
 DL0060'STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 DL0060
 DL0060                          STATION RECOVERY (1970)
 DL0060
 DL0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DL0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1345 ***********************************************************************
 FF1345  DESIGNATION -  HERYMAN
 FF1345  PID         -  FF1345
 FF1345  STATE/COUNTY-  AR/WHITE
 FF1345  USGS QUAD   -  VELVET RIDGE (1965)
 FF1345
 FF1345                         *CURRENT SURVEY CONTROL
 FF1345  ___________________________________________________________________
 FF1345* NAD 83(1997)-  35 24 13.21220(N)    091 33 40.84606(W)     ADJUSTED  
 FF1345* NAVD 88     -       215.149  (meters)     705.87   (feet)  ADJUSTED  
 FF1345  ___________________________________________________________________
 FF1345  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 FF1345  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1345  DYNAMIC HT  -         214.956 (meters)     705.23  (feet)  COMP
 FF1345  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 FF1345
 FF1345  HORZ ORDER  -  FIRST
 FF1345  VERT ORDER  -  SECOND    CLASS 0
 FF1345
 FF1345.The horizontal coordinates were established by classical geodetic methods
 FF1345.and adjusted by the National Geodetic Survey in September 1999..
 FF1345
 FF1345.The orthometric height was determined by differential leveling
 FF1345.and adjusted by the National Geodetic Survey in June 1991..
 FF1345
 FF1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1345
 FF1345.The geoid height was determined by GEOID03.
 FF1345
 FF1345.The dynamic height is computed by dividing the NAVD 88
 FF1345.geopotential number by the normal gravity value computed on the
 FF1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1345.degrees latitude (g = 980.6199 gals.).
 FF1345
 FF1345.The modeled gravity was interpolated from observed gravity values.
 FF1345
 FF1345;                    North         East     Units Scale Factor Converg.
 FF1345;SPC AR N     -   118,833.252   439,843.771   MT  0.99994087   +0 15 18.9
 FF1345;SPC AR N     -   389,872.09  1,443,054.11   sFT  0.99994087   +0 15 18.9
 FF1345;UTM  15      - 3,918,760.308   630,636.123   MT  0.99981031   +0 50 00.9
 FF1345
 FF1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1345!SPC AR N     -   0.99997050  x   0.99994087  =   0.99991137
 FF1345!UTM  15      -   0.99997050  x   0.99981031  =   0.99978082
 FF1345
 FF1345:                Primary Azimuth Mark                     Grid Az
 FF1345:SPC AR N     -  BRADFORD MUNICIPAL TANK                  075 12 01.8
 FF1345:UTM  15      -  BRADFORD MUNICIPAL TANK                  074 37 19.8
 FF1345
 FF1345|---------------------------------------------------------------------|
 FF1345| PID    Reference Object                     Distance      Geod. Az  |
 FF1345|                                                           dddmmss.s |
 FF1345| FF1836 BRADFORD MUNICIPAL TANK             APPROX. 9.7 KM 0752720.7 |
 FF1345| FF1837 VELVET RIDGE ST FOR SERV LOT        APPROX. 0.7 KM 0945135.5 |
 FF1345| CI1591 HERYMAN AZ MK                                      1285734.2 |
 FF1345| FF1841 BALD KNOB MUNICIPAL TANK            APPROX.10.4 KM 1864306.7 |
 FF1345| FF1840 BALD KNOB MUNICIPAL STANDPIPE       APPROX.10.5 KM 1892118.5 |
 FF1345| FF1344 HERYMAN RM 1                         41.669 METERS 24728     |
 FF1345| FF1346 HERYMAN RM 2                         45.775 METERS 34709     |
 FF1345|---------------------------------------------------------------------|
 FF1345
 FF1345                          SUPERSEDED SURVEY CONTROL
 FF1345
 FF1345  NAD 83(1986)-  35 24 13.22376(N)    091 33 40.84486(W) AD(       ) 1
 FF1345  NAD 27      -  35 24 12.92800(N)    091 33 40.36300(W) AD(       ) 1
 FF1345  NGVD 29 (??/??/??)  215.093  (m)          705.68   (f) ADJUSTED    2 0
 FF1345
 FF1345.Superseded values are not recommended for survey control.
 FF1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1345.See file dsdata.txt to determine how the superseded data were derived.
 FF1345
 FF1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3063618760(NAD 83)
 FF1345_MARKER: DS = TRIANGULATION STATION DISK
 FF1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1345_STAMPING: HERYMAN 1934
 FF1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1345+STABILITY: SURFACE MOTION
 FF1345
 FF1345  HISTORY     - Date     Condition        Report By
 FF1345  HISTORY     - 1934     MONUMENTED       CGS
 FF1345  HISTORY     - 1954     GOOD             CGS
 FF1345  HISTORY     - 1962     GOOD             CGS
 FF1345  HISTORY     - 1962     GOOD             CGS
 FF1345  HISTORY     - 1967     GOOD             CGS
 FF1345  HISTORY     - 1967     GOOD             USGS
 FF1345
 FF1345                          STATION DESCRIPTION
 FF1345
 FF1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1345'STATION IS 7.8 MILES BY ROAD N OF BALD KNOB, ARKANSAS, ON
 FF1345'LAND BELONGING TO MR. ROBERT HEARYMAN, WHO LIVES ABOUT 0.2
 FF1345'MILE E OF STATION, ABOUT 150 FEET S OF WOODLAND ROAD, 25 FEET
 FF1345'W AND 40 FEET N OF CULTIVATED FIELD, MARK PROJECTS ABOUT
 FF1345'3 INCHES ABOVE GROUND.
 FF1345'
 FF1345'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FF1345'BRONZE DISKS SET IN CONCRETE AS DESRIBED.
 FF1345'
 FF1345'REFERENCE MARK NO. 1 IS 41.698 METERS, (136.82 FEET) SW OF
 FF1345'STATION, 75 FEET E OF COTTON STORAGE SHED, 30 FEET N OF
 FF1345'COTTON FIELD.
 FF1345'
 FF1345'REFERENCE MARK NO. 2 IS 45.775 METERS, (150.18 FEET) NW OF
 FF1345'STATION AT W EDGE OF WOODLAND ROAD LEADING TO STATION.
 FF1345'
 FF1345'AZIMUTH MARK IS ABOUT 2.0 MILES (AIRLINE) SE OF STATION,
 FF1345'ACROSS THE VALLEY IN THE MORE EASTERLY OF TWO CLEARED AREAS.
 FF1345'TO REACH IT FROM MR. HEARYMANS HOUSE, GO S ON LOCAL ROAD
 FF1345'FOR 1.5 MILES TO ROAD TURNING E, THENCE E 1.3 MILES TO HOUSE
 FF1345'ON N SIDE OF ROAD.  GO THRU TWO GATES AT NE CORNER OF HOUSE
 FF1345'AND FOLLOW W SIDE OF AN N-S FENCE, 210 PACES TO GATE WHERE
 FF1345'FENCE TURNS EASTERLY, THENCE THROUGH GATE FOR 240 PACES
 FF1345'NE TO MARK WHICH IS SET IN FENCE LINE BETWEEN WOODED AREA
 FF1345'AND CLEARED FIELD.  MARK PROJECTS ABOUT 14 INCHES ABOVE
 FF1345'GROUND.
 FF1345'
 FF1345'TO REACH THE STATION FROM BALD KNOB, GO N ON U.S. ROUTE
 FF1345'67, FOR 1.9 MILES TO POINT WHERE HIGHWAY TURNS SHARPLY E
 FF1345'AND LOCAL ROAD CONTINUES N, GO N ON LOCAL ROAD FOR 5.0 MILES
 FF1345'TO FORK IN ROAD, THERE TAKE RIGHT FORK FOR 0.7 MILE TO TOP
 FF1345'OF RIDGE AND MR. HEARYMANS FARM HOUSE.  TURN W AT HOUSE
 FF1345'ALONG N OF HOUSE AND COTTON FIELD FOR 0.2 MILE, FOLLOWING
 FF1345'WOODLAND ROAD TO STATION.
 FF1345'
 FF1345'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 FF1345
 FF1345                          STATION RECOVERY (1954)
 FF1345
 FF1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1345'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 FF1345'DISCREPANCY WAS FOUND IN THE SPELLING OF THE STATION NAME,
 FF1345'HERYMAN INSTEAD OF HEARYMAN.  A COMPLETE NEW DESCRIPTION
 FF1345'FOLLOWS-
 FF1345'
 FF1345'THE STATION IS ABOUT 6 MILES NORTH OF BALD KNOB, 6 MILES
 FF1345'WEST-SOUTHWEST OF BRADFORD, 175 FEET SOUTHEAST OF A STOCK
 FF1345'POND AND 2 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.
 FF1345'
 FF1345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64
 FF1345'AND 67 IN THE NORTH EDGE OF BALD KNOB, GO NORTH ON U.S. HIGHWAY
 FF1345'67 FOR 0.25 TO THE JUNCTION OF STATE HIGHWAY 11, TURN LEFT
 FF1345'ON STATE HIGHWAY 11 AND GO NORTHERLY FOR 6.7 MILES TO A
 FF1345'CROSS ROAD JUST AFTER PASSING A GROCERY STORE AND FILLING
 FF1345'STATION ON THE LEFT, TURN RIGHT AND GO EAST ON A DIRT ROAD
 FF1345'FOR 0.75 MILE TO A CROSS ROAD, TURN RIGHT AND GO SOUTH FOR
 FF1345'0.15 MILE TO A DRIVEWAY JUST NORTH OF A FARM HOME, TURN
 FF1345'RIGHT ON THE DRIVEWAY FOR 0.05 MILE TO A WOOD GATE ON EAST
 FF1345'SIDE OF A BARN, TURN LEFT THROUGH GATE AND GO SOUTH 0.05
 FF1345'MILE TO A WIRE GATE, PASS THROUGH GATE AND TURN RIGHT ACROSS
 FF1345'FIELD FOR 0.1 MILE TO THE STATION.  TO REACH THE
 FF1345'AZIMUTH MARK FROM THE CROSS ROAD AT THE GROCERY STORE
 FF1345'AND FILLING STATION, GO SOUTH ON STATE HIGHWAY 11 FOR
 FF1345'1.8 MILES TO A CROSS ROAD, TURN LEFT ON A DIRT ROAD AND
 FF1345'GO EAST FOR 1.45 MILE TO A DRIVEWAY ON THE EAST SIDE OF
 FF1345'A FARM HOME, TURN LEFT ON THE DRIVEWAY, PASSING THROUGH
 FF1345'TWO GATES, AND GO NORTHERLY ON A TRACK ROAD FOR 0.25
 FF1345'MILE TO A WIRE GATE AND THE MARK AS DESCRIBED.
 FF1345'
 FF1345'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 FF1345'HERYMAN 1934.
 FF1345'
 FF1345'REFERENCE MARK 1 PROJECTS 10 INCHES AND THE DISK IS STAMPED
 FF1345'HERYMAN NO 1 1934.
 FF1345'
 FF1345'REFERENCE MARK 2 PROJECTS 12 INCHES AND THE DISK IS STAMPED
 FF1345'HERYMAN NO 2 1934.
 FF1345'
 FF1345'THE AZIMUTH MARK IS 46 FEET NORTH OF A FENCE CORNER, 3 FEET
 FF1345'WEST OF A WIRE FENCE AND 1 FOOT NORTHWEST OF A 4 X 4 INCH
 FF1345'WHITE WITNESS POST.  IT IS A STANDARD REFERENCE DISK.  THE
 FF1345'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HERYMAN AZI 1934.
 FF1345
 FF1345                          STATION RECOVERY (1962)
 FF1345
 FF1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1345'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS
 FF1345'TO THE REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.
 FF1345'THE DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED BUT THE
 FF1345'DISTANCE TO REFERENCE MARK NO. 1 MISSED THE 1934 DISTANCE
 FF1345'BY 0.028 METERS.
 FF1345'
 FF1345'A COMPLETE NEW DESCRIPTION FOLLOWS-
 FF1345'
 FF1345'THE STATION IS APPROXIMATELY 6-1/2 MILES NORTH OF BALD KNOB,
 FF1345'6-1/4 MILES WEST OF BRADFORD, 1/4 MILE NORTHWEST OF U.S.
 FF1345'HIGHWAY 167, 76 PACES SOUTHEAST OF A POND AND IN AN OPEN
 FF1345'FIELD OWNED BY MR. DALLAS JOHNSON.
 FF1345'
 FF1345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67,
 FF1345'167 AND 64 ON THE NORTH SIDE OF BALD KNOB, GO NORTH ON HIGHWAYS
 FF1345'67 AND 167 FOR 0.3 MILE TO THE JUNCTION OF HIGHWAYS 67 AND
 FF1345'167.  BEAR LEFT AND CONTINUE NORTHERLY ON HIGHWAY 167 FOR
 FF1345'4.6 MILES TO A CROSSROAD.** CONTINUE NORTHERLY ON HIGHWAY
 FF1345'167 FOR 1.75 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST
 FF1345'ON A GRAVELED ROAD FOR 0.65 MILE TO A CROSSROAD.  TURN RIGHT
 FF1345'AND GO SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE END OF
 FF1345'THE ROAD AND A HOUSE ON THE RIGHT.  TURN RIGHT AND GO WEST,
 FF1345'PASSING TO THE NORTH OF THE HOUSE AND AN OLD BARN, ON A
 FF1345'TRACK ROAD FOR 0.1 MILE TO WHERE A FENCE MAKES A JOG.  TURN
 FF1345'LEFT, PASS THROUGH THE FENCE, AND GO SOUTH FOR 0.05 MILE
 FF1345'TO THE STATION.
 FF1345'
 FF1345'STATION MARK IS A STANDARD DISK STAMPED HERYMAN 1934 AND IS
 FF1345'SET IN A ROUND CONCRETE POST WHICH PROJECTS 7 INCHES ON ITS
 FF1345'WEST SIDE.  IT IS 351 FEET EAST OF A FENCE, 243 FEET SOUTH
 FF1345'OF THE JOG IN THE FENCE AND 238 FEET SOUTHEAST OF THE EAST
 FF1345'EDGE OF A BANK AT THE SOUTH EDGE OF THE POND.  THE UNDERGROUND
 FF1345'DISK WAS NOT INSPECTED.
 FF1345'
 FF1345'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HERYMAN NO
 FF1345'1 1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 8
 FF1345'INCHES.  IT IS 224 FEET EAST OF THE FENCE AND 200 FEET SOUTH
 FF1345'OF THE EAST EDGE OF THE BANK ON THE SOUTH SIDE OF THE POND.
 FF1345'
 FF1345'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HERYMAN NO
 FF1345'2 1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 FF1345'14 INCHES.  IT IS 172 FEET WEST OF THE JOG IN THE FENCE AND
 FF1345'160 FEET EAST OF THE EAST EDGE OF THE BANK ON THE SOUTH
 FF1345'SIDE OF THE POND.
 FF1345'
 FF1345'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED HERYMAN
 FF1345'AZI 1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 FF1345'8 INCHES.  IT IS 45.5 FEET NORTH OF THE EAST SIDE OF A WIRE
 FF1345'GATE, 2.5 FEET WEST OF A FENCE AND 1.7 FEET SOUTH OF A METAL
 FF1345'WITNESS POST.
 FF1345'
 FF1345'**TO REACH THE AZIMUTH MARK FROM THE CROSSROAD MENTIONED
 FF1345'IN THE REACHING OF THE STATION, GO EAST ON A GRAVELED ROAD FOR
 FF1345'1.3 MILES TO A HOUSE ON THE LEFT AT THE TOP OF A SMALL GRADE.
 FF1345'TURN LEFT, PASS TO THE EAST SIDE OF THE HOUSE FOR APPROXIMATELY
 FF1345'100 FEET TO A WIRE GATE.  PASS THROUGH THE GATE, GO NORTH
 FF1345'THROUGH A BARN LOT FOR 0.05 MILE TO ANOTHER GATE.  PASS
 FF1345'THROUGH THE GATE AND CONTINUE NORTHERLY ON A TRACK ROAD
 FF1345'0.05 MILE TO A FORK.  BEAR RIGHT AND CONTINUE NORTHERLY
 FF1345'ON THE TRACK ROAD, BEARING RIGHT AT ANOTHER DIM FORK, FOR
 FF1345'0.15 MILE TO THE WIRE GATE AND THE AZIMUTH MARK.
 FF1345'
 FF1345'NOTE- REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE
 FF1345'PULLING 7-1/2 KG. TAPE TENSION.
 FF1345'
 FF1345'A DISCREPANCY WAS FOUND IN THE STAMPING OF THE MARKS.  THE
 FF1345'MARKS WERE STAMPED HERYMAN INSTEAD OF HEARYMAN.
 FF1345'
 FF1345'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF1345
 FF1345                          STATION RECOVERY (1962)
 FF1345
 FF1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FF1345'7.4 MI N FROM BALD KNOB.
 FF1345'6.55 MILES NORTH ALONG U.S. HIGHWAY 167 FROM THE JUNCTION OF
 FF1345'U.S. HIGHWAYS 167 AND 67 AT THE NORTH EDGE OF BALD KNOB, THENCE
 FF1345'0.7 MILE EAST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG FARM
 FF1345'ROAD, THENCE 0.1 MILE SOUTHWEST ALONG TRACK ROAD, 150.2 FEET
 FF1345'SOUTHEAST OF R.M. 2, 136.8 FEET EAST OF R.M. 1, SET IN TOP OF A
 FF1345'CYLINDRICAL CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 FF1345
 FF1345                          STATION RECOVERY (1967)
 FF1345
 FF1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1345'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND
 FF1345'THE 1962 DESCRIPTION BY J.K. RICHARDS IS ADEQUATE.
 FF1345'
 FF1345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF1345'6-1/2 MILES NORTH OF BALD KNOB.
 FF1345
 FF1345                          STATION RECOVERY (1967)
 FF1345
 FF1345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FF1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1344 ***********************************************************************
 FF1344  DESIGNATION -  HERYMAN RM 1
 FF1344  PID         -  FF1344
 FF1344  STATE/COUNTY-  AR/WHITE
 FF1344  USGS QUAD   -  VELVET RIDGE (1965)
 FF1344
 FF1344                         *CURRENT SURVEY CONTROL
 FF1344  ___________________________________________________________________
 FF1344* NAD 83(1986)-  35 24 12.     (N)    091 33 41.     (W)     SCALED    
 FF1344* NAVD 88     -       214.799  (meters)     704.72   (feet)  ADJUSTED  
 FF1344  ___________________________________________________________________
 FF1344  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1344  DYNAMIC HT  -         214.606 (meters)     704.09  (feet)  COMP
 FF1344  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 FF1344
 FF1344  VERT ORDER  -  SECOND    CLASS 0
 FF1344
 FF1344.The horizontal coordinates were scaled from a topographic map and have
 FF1344.an estimated accuracy of +/- 6 seconds.
 FF1344
 FF1344.The orthometric height was determined by differential leveling
 FF1344.and adjusted by the National Geodetic Survey in June 1991..
 FF1344
 FF1344.The geoid height was determined by GEOID03.
 FF1344
 FF1344.The dynamic height is computed by dividing the NAVD 88
 FF1344.geopotential number by the normal gravity value computed on the
 FF1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1344.degrees latitude (g = 980.6199 gals.).
 FF1344
 FF1344.The modeled gravity was interpolated from observed gravity values.
 FF1344
 FF1344;                    North         East    Units  Estimated Accuracy
 FF1344;SPC AR N     -   118,800.      439,840.      MT  (+/- 180 meters Scaled)
 FF1344
 FF1344                          SUPERSEDED SURVEY CONTROL
 FF1344
 FF1344  NGVD 29 (??/??/??)  214.743  (m)          704.54   (f) ADJUSTED    2 0
 FF1344
 FF1344.Superseded values are not recommended for survey control.
 FF1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1344.See file dsdata.txt to determine how the superseded data were derived.
 FF1344
 FF1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV306187(NAD 83)
 FF1344_MARKER: DR = REFERENCE MARK DISK
 FF1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1344_STAMPING: HERYMAN NO 1 1934
 FF1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1344+STABILITY: SURFACE MOTION
 FF1344
 FF1344  HISTORY     - Date     Condition        Report By
 FF1344  HISTORY     - 1934     MONUMENTED       CGS
 FF1344  HISTORY     - 1962     GOOD             CGS
 FF1344  HISTORY     - 1967     GOOD             USGS
 FF1344
 FF1344                          STATION DESCRIPTION
 FF1344
 FF1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1344'7.4 MI N FROM BALD KNOB.
 FF1344'6.55 MILES NORTH ALONG U.S. HIGHWAY 167 FROM THE JUNCTION OF U.S.
 FF1344'HIGHWAYS 167 AND 67 AT THE NORTH EDGE OF BALD KNOB, THENCE 0.7
 FF1344'MILE EAST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG A FARM
 FF1344'ROAD, THENCE 0.1 MILE SOUTHWEST ALONG A TRACK ROAD, 136.8 FEET
 FF1344'WEST OF HERYMAN 1934, SET IN TOP OF A CYLINDRICAL CONCRETE
 FF1344'POST PROJECTING 10 INCHES ABOVE GROUND.
 FF1344
 FF1344                          STATION RECOVERY (1967)
 FF1344
 FF1344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FF1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1346 ***********************************************************************
 FF1346  DESIGNATION -  HERYMAN RM 2
 FF1346  PID         -  FF1346
 FF1346  STATE/COUNTY-  AR/WHITE
 FF1346  USGS QUAD   -  VELVET RIDGE (1965)
 FF1346
 FF1346                         *CURRENT SURVEY CONTROL
 FF1346  ___________________________________________________________________
 FF1346* NAD 83(1986)-  35 24 13.     (N)    091 33 40.     (W)     SCALED    
 FF1346* NAVD 88     -       214.764  (meters)     704.60   (feet)  ADJUSTED  
 FF1346  ___________________________________________________________________
 FF1346  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1346  DYNAMIC HT  -         214.570 (meters)     703.97  (feet)  COMP
 FF1346  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 FF1346
 FF1346  VERT ORDER  -  SECOND    CLASS 0
 FF1346
 FF1346.The horizontal coordinates were scaled from a topographic map and have
 FF1346.an estimated accuracy of +/- 6 seconds.
 FF1346
 FF1346.The orthometric height was determined by differential leveling
 FF1346.and adjusted by the National Geodetic Survey in June 1991..
 FF1346
 FF1346.The geoid height was determined by GEOID03.
 FF1346
 FF1346.The dynamic height is computed by dividing the NAVD 88
 FF1346.geopotential number by the normal gravity value computed on the
 FF1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1346.degrees latitude (g = 980.6199 gals.).
 FF1346
 FF1346.The modeled gravity was interpolated from observed gravity values.
 FF1346
 FF1346;                    North         East    Units  Estimated Accuracy
 FF1346;SPC AR N     -   118,830.      439,870.      MT  (+/- 180 meters Scaled)
 FF1346
 FF1346                          SUPERSEDED SURVEY CONTROL
 FF1346
 FF1346  NGVD 29 (??/??/??)  214.707  (m)          704.42   (f) ADJUSTED    2 0
 FF1346
 FF1346.Superseded values are not recommended for survey control.
 FF1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1346.See file dsdata.txt to determine how the superseded data were derived.
 FF1346
 FF1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV306187(NAD 83)
 FF1346_MARKER: DR = REFERENCE MARK DISK
 FF1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1346_STAMPING: HERYMAN NO 2 1934
 FF1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1346+STABILITY: SURFACE MOTION
 FF1346
 FF1346  HISTORY     - Date     Condition        Report By
 FF1346  HISTORY     - 1934     MONUMENTED       CGS
 FF1346  HISTORY     - 1962     GOOD             CGS
 FF1346  HISTORY     - 1967     GOOD             USGS
 FF1346
 FF1346                          STATION DESCRIPTION
 FF1346
 FF1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1346'7.4 MI N FROM BALD KNOB.
 FF1346'6.55 MILES NORTH ALONG U.S. HIGHWAY 167 FROM THE JUNCTION OF
 FF1346'U.S. HIGHWAYS 167 AND 67 AT THE NORTH EDGE OF BALD KNOB, THENCE
 FF1346'0.7 MILE EAST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG FARM
 FF1346'ROAD, THENCE 0.1 MILE SOUTHWEST ALONG A TRACK ROAD, 150.2 FEET
 FF1346'NORTHWEST OF HERYMAN 1934, SET IN TOP OF A CYLINDRICAL CONCRETE
 FF1346'POST PROJECTING 1 FOOT ABOVE GROUND.
 FF1346
 FF1346                          STATION RECOVERY (1967)
 FF1346
 FF1346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FF1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0190 ***********************************************************************
 FF0190  DESIGNATION -  HETH
 FF0190  PID         -  FF0190
 FF0190  STATE/COUNTY-  AR/ST FRANCIS
 FF0190  USGS QUAD   -  CHATFIELD (1992)
 FF0190
 FF0190                         *CURRENT SURVEY CONTROL
 FF0190  ___________________________________________________________________
 FF0190* NAD 83(1997)-  35 04 41.41401(N)    090 29 44.59147(W)     ADJUSTED  
 FF0190* NAVD 88     -        61.199  (meters)     200.78   (feet)  ADJUSTED  
 FF0190  ___________________________________________________________________
 FF0190  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 FF0190  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF0190  DYNAMIC HT  -          61.144 (meters)     200.60  (feet)  COMP
 FF0190  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 FF0190
 FF0190  HORZ ORDER  -  SECOND
 FF0190  VERT ORDER  -  FIRST     CLASS II
 FF0190
 FF0190.The horizontal coordinates were established by classical geodetic methods
 FF0190.and adjusted by the National Geodetic Survey in September 1999..
 FF0190
 FF0190.The orthometric height was determined by differential leveling
 FF0190.and adjusted by the National Geodetic Survey in June 1991..
 FF0190
 FF0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0190
 FF0190.The geoid height was determined by GEOID03.
 FF0190
 FF0190.The dynamic height is computed by dividing the NAVD 88
 FF0190.geopotential number by the normal gravity value computed on the
 FF0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0190.degrees latitude (g = 980.6199 gals.).
 FF0190
 FF0190.The modeled gravity was interpolated from observed gravity values.
 FF0190
 FF0190;                    North         East     Units Scale Factor Converg.
 FF0190;SPC AR N     -    83,681.516   537,183.447   MT  0.99997468   +0 52 31.2
 FF0190;SPC AR N     -   274,545.11  1,762,409.36   sFT  0.99997468   +0 52 31.2
 FF0190;UTM  15      - 3,884,580.652   728,327.051   MT  1.00024255   +1 26 23.3
 FF0190
 FF0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0190!SPC AR N     -   0.99999465  x   0.99997468  =   0.99996933
 FF0190!UTM  15      -   0.99999465  x   1.00024255  =   1.00023720
 FF0190
 FF0190:                Primary Azimuth Mark                     Grid Az
 FF0190:SPC AR N     -  HETH AZ MK                               045 15 46.8
 FF0190:UTM  15      -  HETH AZ MK                               044 41 54.7
 FF0190
 FF0190|---------------------------------------------------------------------|
 FF0190| PID    Reference Object                     Distance      Geod. Az  |
 FF0190|                                                           dddmmss.s |
 FF0190| CI3804 HETH AZ MK                                         0460818.0 |
 FF0190| FF0210 BROWNS 2                            APPROX.10.1 KM 0811841.0 |
 FF0190| FF0191 HETH RM 1                            36.985 METERS 13309     |
 FF0190| EH2708 HUGHES FEDERAL COMPRESS N TANK      APPROX.13.9 KM 1662236.6 |
 FF0190| EH2709 HUGHES FEDERAL COMPRESS S TANK      APPROX.14.0 KM 1664557.2 |
 FF0190| EH2710 HUGHES MUNICIPAL TANK               APPROX.14.5 KM 1713418.0 |
 FF0190| FF0650 O 12 16                              45.294 METERS 20948     |
 FF0190|---------------------------------------------------------------------|
 FF0190
 FF0190                          SUPERSEDED SURVEY CONTROL
 FF0190
 FF0190  NAD 83(1997)-  35 04 41.41630(N)    090 29 44.59064(W) AD(       ) 2
 FF0190  NAD 83(1997)-  35 04 41.42045(N)    090 29 44.59108(W) AD(       ) 2
 FF0190  NAD 83(1986)-  35 04 41.42413(N)    090 29 44.59110(W) AD(       ) 2
 FF0190  NAD 27      -  35 04 41.09440(N)    090 29 44.22330(W) AD(       ) 2
 FF0190  NGVD 29 (??/??/??)   61.179  (m)          200.72   (f) ADJUSTED    1 2
 FF0190
 FF0190.Superseded values are not recommended for survey control.
 FF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0190.See file dsdata.txt to determine how the superseded data were derived.
 FF0190
 FF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2832784581(NAD 83)
 FF0190_MARKER: DS = TRIANGULATION STATION DISK
 FF0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0190_STAMPING: HETH 1954
 FF0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0190+STABILITY: SURFACE MOTION
 FF0190
 FF0190  HISTORY     - Date     Condition        Report By
 FF0190  HISTORY     - 1954     MONUMENTED       CGS
 FF0190  HISTORY     - 1956     GOOD             CGS
 FF0190  HISTORY     - 1956     GOOD             CGS
 FF0190  HISTORY     - 1959     GOOD             CGS
 FF0190  HISTORY     - 1975     GOOD             NGS
 FF0190  HISTORY     - 20020425 MARK NOT FOUND   USACE
 FF0190
 FF0190                          STATION DESCRIPTION
 FF0190
 FF0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0190'THE STATION IS LOCATED ABOUT 18-1/2 MILES WEST-SOUTHWEST
 FF0190'OF WEST MEMPHIS AND 17-1/2 MILES EAST-NORTHEAST OF FORREST
 FF0190'CITY IN THE SMALL VILLAGE OF HETH.  IT IS ACROSS THE RAILROAD
 FF0190'TRACKS ABOUT 0.1 MILE NORTHEAST OF THE HETH POST OFFICE,
 FF0190'ABOUT 200 FEET WEST OF THE NORTHWEST CORNER OF A BRIDGE,
 FF0190'31.5 FEET NORTH OF THE CENTER OF STATE ROUTE NO. 149, 9.0
 FF0190'FEET NORTH OF A WITNESS POST AND NEAR THE SOUTH EDGE OF
 FF0190'A CULTIVATED FIELD.  IT IS 16 INCHES BELOW THE SURFACE OF
 FF0190'THE GROUND AND IS STAMPED HETH 1954.
 FF0190'
 FF0190'REFERENCE MARK NO. 1 IS BETWEEN THE HIGHWAY AND THE RAILROAD
 FF0190'TRACKS, 67.0 FEET WEST OF A TELEPHONE POLE, 53.0 FEET EAST
 FF0190'OF A TELEPHONE BRACE POLE, 52.0 FEET SOUTH OF THE CENTER
 FF0190'OF STATE ROUTE NO. 149 AND 28.0 FEET NORTH OF THE NORTH
 FF0190'RAIL OF A RAILROAD SIDE TRACK AND SWITCH POINT ON THE ROCK
 FF0190'ISLAND AND PACIFIC RAILROAD.  IT PROJECTS 6 INCHES AND IS
 FF0190'STAMPED HETH NO 1 1954.
 FF0190'
 FF0190'REFERENCE MARK NO. 1 (0-12-16/USE) IS A U.S. ENGINEERS DEPARTMENT
 FF0190'MARK (MEMPHIS DISTRICT).  IT IS A BRONZE DISK SET IN A CONCRETE
 FF0190'POST ABOUT 5 INCHES IN DIAMETER AND PROJECTING ABOUT 4 INCHES
 FF0190'ABOVE THE SURFACE OF THE GROUND.  IT IS ON THE RAILROAD
 FF0190'RIGHT-OF-WAY, 30.0 FEET SOUTHWEST OF A TELEPHONE POLE, 20.5
 FF0190'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE ROCK
 FF0190'ISLAND AND PACIFIC RAILROAD AND 12.5 FEET SOUTH OF THE SOUTH
 FF0190'RAIL OF A SIDE TRACK.  IT IS STAMPED 0-12-16.
 FF0190'
 FF0190'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FF0190'MARK NO. 2 (0-12-16/USE) IS 168.75 FEET.
 FF0190'
 FF0190'THE AZIMUTH MARK IS 21.0 FEET EAST OF THE CENTER OF STATE
 FF0190'ROUTE NO. 149, 2.5 FEET WEST OF A POWERLINE TRANSFORMER
 FF0190'POLE AND ABOUT MIDWAY BETWEEN TWO TENANT HOUSES.  IT PROJECTS
 FF0190'6 INCHES AND IS STAMPED HETH 1954.
 FF0190'
 FF0190'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND
 FF0190'NORTH ON STATE ROUTE NO. 149 FOR 0.6 MILE TO A POWERLINE
 FF0190'TRANSFORMER POLE ON THE RIGHT AND THE MARK AS DESCRIBED.
 FF0190'
 FF0190'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF0190
 FF0190                          STATION RECOVERY (1956)
 FF0190
 FF0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0190'THE STATION IS LOCATED AGOUT 18-1/2 MILES WEST-SOUTHWEST
 FF0190'OF WEST MEMPHIS, AND 17-1/2 MILES EAST-NORTHEAST OF FORREST
 FF0190'CITY IN SMALL VILLAGE OF HETH, ABOUT 160 YARDS EAST-NORTHEAST
 FF0190'OF CROSSING OF STATE HIGHWAY 149 AND THE CHICAGO, ROCK ISLAND
 FF0190'AND PACIFIC RAILROAD, 139 FEET NORTH-NORTHWEST AND ACROSS
 FF0190'HIGHWAY 149 FROM THE NEAR RAIL OF MAIN TRACK, 35 FEET
 FF0190'NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY, 119-1/2 FEET
 FF0190'NORTH AND ACROSS HIGHWAY FROM TELEPHONE POLE 1236, ABOUT
 FF0190'LEVEL WITH HIGHWAY, IN A CULTIVATED FIELD, IN A CONCRETE
 FF0190'POST ABOUT 18 INCHES UNDERGROUND AND STAMPED HETH 1954.
 FF0190'
 FF0190'REFERENCE MARK NO. 1 IS 121.38 FEET SOUTHEAST OF THE STATION,
 FF0190'46 FEET NORTH-NORTHWEST OF NEAR RAIL OF MAIN TRACK, 51 FEET
 FF0190'SOUTH-SOUTHEAST OF CENTER LINE OF HIGHWAY, 67 FEET WEST-SOUTHWEST
 FF0190'OF TELEPHONE POLE NO. 1234, 53 FEET EAST-NORTHEAST OF NORTH
 FF0190'POLE OF TWIN POLE NO. 1235, 97 FEET WEST OF WEST CORNER
 FF0190'OF RAILROAD TRESTLE NO. 268A, ABOUT 6 FEET BELOW LEVEL OF
 FF0190'TRACK, IN A CONCRETE POST PROJECTING 5 INCHES AND STAMPED
 FF0190'HETH NO 1 1954.
 FF0190'
 FF0190'REFERENCE MARK NO. 2 (0-12-16 (U.S.E.) IS 148.60 FEET SOUTH
 FF0190'OF STATION, 20.2 FEET NORTH-NORTHWEST OF NEAR RAIL OF MAIN
 FF0190'TRACK, 8 FEET NORTH-NORTHWEST OF NEAR RAIL OF SIDIN 12-1/2
 FF0190'FEET SOUTH OF SOUTH RAIL OF A SPUR TRACK, 30.3 FEET
 FF0190'SOUTH-SOUTHWEST OF TELEPHONE POLE 1236, ABOUT 1 FOOT BELOW LEVEL
 FF0190'OF MAIN TRACK, IN A CONCRETE POST PROJECTING 3 INCHES
 FF0190'AND STAMPED 0-12-16.
 FF0190'
 FF0190'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK REMOVED
 FF0190'FROM POST.
 FF0190
 FF0190                          STATION RECOVERY (1956)
 FF0190
 FF0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0190'AT HETH.
 FF0190'AT HETH, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FF0190'200 YARDS EAST-NORTHEAST OF MILEPOLE 27, ABOUT 160 YARDS
 FF0190'EAST-NORTHEAST OF CROSSING OF STATE HIGHWAY 149, 139 FEET
 FF0190'NORTH-NORDTHWEST AND ACROSS HIGHWAY 149 FROM NEAR RAIL OF MAIN TRACK,
 FF0190'35 FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY 149, IN A CULTIVATED
 FF0190'FIELD, 148.6 FEET NORTH OF BENCH MARK 0-12-16 (U.S.E.), 121.5
 FF0190'FEET NORTHWEST OF RM NO. 1, 119 1/2 FEET NORTH OF TELEPHONE
 FF0190'POLE NO. 1236, ABOUT 6 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL
 FF0190'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT 18 INCHES
 FF0190'UNDERGROUND.
 FF0190
 FF0190                          STATION RECOVERY (1959)
 FF0190
 FF0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 FF0190'THE STATION WAS VISITED 8-11-59 AT THE REQUEST OF THE STATE
 FF0190'HIGHWAY DEPARTMENT TO MOVE THE AZIMUTH MARK.  THE STATION
 FF0190'MARK, REFERENCE MARK NO. 1 AND 0-12-16 (USE) WERE FOUND
 FF0190'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND UPROOTED
 FF0190'AND LYING ON THE TOP OF THE GROUND.  THE DISK FOR THE AZIMUTH
 FF0190'MARK WAS RECLAIMED AT THIS DATE.  THE ORIGINAL DESCRIPTION
 FF0190'FOR THE STATION IS ADEQUATE.
 FF0190
 FF0190                          STATION RECOVERY (1975)
 FF0190
 FF0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FF0190'RECOVERED IN GOOD CONDITION.
 FF0190
 FF0190                          STATION RECOVERY (2002)
 FF0190
 FF0190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0191 ***********************************************************************
 FF0191  DESIGNATION -  HETH RM 1
 FF0191  PID         -  FF0191
 FF0191  STATE/COUNTY-  AR/ST FRANCIS
 FF0191  USGS QUAD   -  CHATFIELD (1992)
 FF0191
 FF0191                         *CURRENT SURVEY CONTROL
 FF0191  ___________________________________________________________________
 FF0191* NAD 83(1986)-  35 04 40.     (N)    090 29 47.     (W)     SCALED    
 FF0191* NAVD 88     -        61.643  (meters)     202.24   (feet)  ADJUSTED  
 FF0191  ___________________________________________________________________
 FF0191  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF0191  DYNAMIC HT  -          61.587 (meters)     202.06  (feet)  COMP
 FF0191  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 FF0191
 FF0191  VERT ORDER  -  FIRST     CLASS II
 FF0191
 FF0191.The horizontal coordinates were scaled from a topographic map and have
 FF0191.an estimated accuracy of +/- 6 seconds.
 FF0191
 FF0191.The orthometric height was determined by differential leveling
 FF0191.and adjusted by the National Geodetic Survey in June 1991..
 FF0191
 FF0191.The geoid height was determined by GEOID03.
 FF0191
 FF0191.The dynamic height is computed by dividing the NAVD 88
 FF0191.geopotential number by the normal gravity value computed on the
 FF0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0191.degrees latitude (g = 980.6199 gals.).
 FF0191
 FF0191.The modeled gravity was interpolated from observed gravity values.
 FF0191
 FF0191;                    North         East    Units  Estimated Accuracy
 FF0191;SPC AR N     -    83,640.      537,120.      MT  (+/- 180 meters Scaled)
 FF0191
 FF0191                          SUPERSEDED SURVEY CONTROL
 FF0191
 FF0191  NGVD 29 (??/??/??)   61.622  (m)          202.17   (f) ADJUSTED    1 2
 FF0191
 FF0191.Superseded values are not recommended for survey control.
 FF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0191.See file dsdata.txt to determine how the superseded data were derived.
 FF0191
 FF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU282845(NAD 83)
 FF0191_MARKER: DR = REFERENCE MARK DISK
 FF0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0191_STAMPING: HETH NO 1 1954
 FF0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0191+STABILITY: SURFACE MOTION
 FF0191
 FF0191  HISTORY     - Date     Condition        Report By
 FF0191  HISTORY     - 1954     MONUMENTED       CGS
 FF0191  HISTORY     - 1956     GOOD             CGS
 FF0191  HISTORY     - 1975     GOOD             NGS
 FF0191
 FF0191                          STATION DESCRIPTION
 FF0191
 FF0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0191'AT HETH.
 FF0191'AT HETH, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FF0191'230 YARDS EAST-NORTHEAST OF MILE POLE 27, ABOUT 187 YARDS
 FF0191'EAST-NORTHEAST OF CROSSING OF STATE HIGHWAY 149, 46 FEET
 FF0191'NORTH-NORTHWEST OF NEAR RAIL OF MAIN TRACK, 51 FEET SOUTH-SOUTHEAST
 FF0191'OF CENTER LINE OF HIGHWAY 149, 67 FEET WEST-SOUTHWEST OF TELEPHONE
 FF0191'POLE NO. 1234, 53 FEET EAST-NORTHEAST OF THE NORTH POLE OF TWIN
 FF0191'POLE NO. 1235, 97 FEET WEST OF WEST CORNER OF TRESTLE NO. 26.8A,
 FF0191'ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0191'CONCRETE POST PROJECTING 5 INCHES.
 FF0191
 FF0191                          STATION RECOVERY (1975)
 FF0191
 FF0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FF0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0057 ***********************************************************************
 DL0057  DESIGNATION -  HEYS
 DL0057  PID         -  DL0057
 DL0057  STATE/COUNTY-  AR/DALLAS
 DL0057  USGS QUAD   -  IVAN (1985)
 DL0057
 DL0057                         *CURRENT SURVEY CONTROL
 DL0057  ___________________________________________________________________
 DL0057* NAD 83(1986)-  33 53 11.     (N)    092 25 14.     (W)     SCALED    
 DL0057* NAVD 88     -        69.818  (meters)     229.06   (feet)  ADJUSTED  
 DL0057  ___________________________________________________________________
 DL0057  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DL0057  DYNAMIC HT  -          69.748 (meters)     228.83  (feet)  COMP
 DL0057  MODELED GRAV-     979,625.8   (mgal)                       NAVD 88
 DL0057
 DL0057  VERT ORDER  -  SECOND    CLASS 0
 DL0057
 DL0057.The horizontal coordinates were scaled from a topographic map and have
 DL0057.an estimated accuracy of +/- 6 seconds.
 DL0057
 DL0057.The orthometric height was determined by differential leveling
 DL0057.and adjusted by the National Geodetic Survey in June 1991..
 DL0057
 DL0057.The geoid height was determined by GEOID03.
 DL0057
 DL0057.The dynamic height is computed by dividing the NAVD 88
 DL0057.geopotential number by the normal gravity value computed on the
 DL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0057.degrees latitude (g = 980.6199 gals.).
 DL0057
 DL0057.The modeled gravity was interpolated from observed gravity values.
 DL0057
 DL0057;                    North         East    Units  Estimated Accuracy
 DL0057;SPC AR S     -   535,360.      361,100.      MT  (+/- 180 meters Scaled)
 DL0057
 DL0057                          SUPERSEDED SURVEY CONTROL
 DL0057
 DL0057  NGVD 29 (??/??/92)   69.867  (m)          229.22   (f) ADJ UNCH    2 0
 DL0057
 DL0057.Superseded values are not recommended for survey control.
 DL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0057.See file dsdata.txt to determine how the superseded data were derived.
 DL0057
 DL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT535497(NAD 83)
 DL0057_MARKER: DB = BENCH MARK DISK
 DL0057_SETTING: 0 = UNSPECIFIED SETTING
 DL0057_STAMPING: HEYS
 DL0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0057+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 DL0057
 DL0057  HISTORY     - Date     Condition        Report By
 DL0057  HISTORY     - UNK      MONUMENTED       ARGS
 DL0057  HISTORY     - 1935     GOOD             NGS
 DL0057  HISTORY     - 1964     GOOD             NGS
 DL0057  HISTORY     - 20060413 GOOD             ARHD
 DL0057
 DL0057                          STATION DESCRIPTION
 DL0057
 DL0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0057'5.2 MI N FROM FORDYCE.
 DL0057'5.2 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 300
 DL0057'FEET SOUTH OF RAILROAD OVERPASS BRIDGE.  98.1 FEET SOUTHEAST OF
 DL0057'TELEPHONE POLE 45-15.  21.8 FEET EAST OF CENTERLINE OF C.R.I. AND
 DL0057'P.RY.
 DL0057
 DL0057                          STATION RECOVERY (1964)
 DL0057
 DL0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0057'RECOVERED IN GOOD CONDITION.
 DL0057
 DL0057                          STATION RECOVERY (2006)
 DL0057
 DL0057'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MSK)
 DL0057'MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0792 ***********************************************************************
 GF0792  DESIGNATION -  HIBDON
 GF0792  PID         -  GF0792
 GF0792  STATE/COUNTY-  AR/BOONE
 GF0792  USGS QUAD   -  BERGMAN (1975)
 GF0792
 GF0792                         *CURRENT SURVEY CONTROL
 GF0792  ___________________________________________________________________
 GF0792* NAD 83(1997)-  36 17 17.63940(N)    093 04 15.33026(W)     ADJUSTED  
 GF0792* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 GF0792  ___________________________________________________________________
 GF0792  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GF0792  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GF0792
 GF0792  HORZ ORDER  -  THIRD
 GF0792
 GF0792.The horizontal coordinates were established by classical geodetic methods
 GF0792.and adjusted by the National Geodetic Survey in September 1999..
 GF0792
 GF0792.The orthometric height was scaled from a topographic map.
 GF0792
 GF0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0792
 GF0792.The geoid height was determined by GEOID03.
 GF0792
 GF0792;                    North         East     Units Scale Factor Converg.
 GF0792;SPC AR N     -   217,411.115   303,794.845   MT  1.00001131   -0 37 23.4
 GF0792;SPC AR N     -   713,289.63    996,700.25   sFT  1.00001131   -0 37 23.4
 GF0792;UTM  15      - 4,015,920.828   493,631.033   MT  0.99960050   -0 02 31.1
 GF0792
 GF0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0792!SPC AR N     -   0.99993678  x   1.00001131  =   0.99994809
 GF0792!UTM  15      -   0.99993678  x   0.99960050  =   0.99953731
 GF0792
 GF0792:                Primary Azimuth Mark                     Grid Az
 GF0792:SPC AR N     -  HIBDON AZ MK                             127 24 28.0
 GF0792:UTM  15      -  HIBDON AZ MK                             126 49 35.7
 GF0792
 GF0792|---------------------------------------------------------------------|
 GF0792| PID    Reference Object                     Distance      Geod. Az  |
 GF0792|                                                           dddmmss.s |
 GF0792| AH9992 HIBDON AZ MK                                       1264704.6 |
 GF0792| CI1608 HIBDON RM 1                           9.592 METERS 20212     |
 GF0792| GF0794 HARRISON MUN AIRPORT BEACON         APPROX. 7.7 KM 2495904.7 |
 GF0792| CI1609 HIBDON RM 2                          10.135 METERS 29351     |
 GF0792|---------------------------------------------------------------------|
 GF0792
 GF0792                          SUPERSEDED SURVEY CONTROL
 GF0792
 GF0792  NAD 83(1997)-  36 17 17.64976(N)    093 04 15.33282(W) AD(       ) 3
 GF0792  NAD 83(1986)-  36 17 17.65020(N)    093 04 15.33069(W) AD(       ) 3
 GF0792  NAD 27      -  36 17 17.39600(N)    093 04 14.69800(W) AD(       ) 3
 GF0792
 GF0792.Superseded values are not recommended for survey control.
 GF0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0792.See file dsdata.txt to determine how the superseded data were derived.
 GF0792
 GF0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9363115921(NAD 83)
 GF0792_MARKER: DS = TRIANGULATION STATION DISK
 GF0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0792_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0792_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GF0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0792
 GF0792  HISTORY     - Date     Condition        Report By
 GF0792  HISTORY     - 1954     MONUMENTED       CGS
 GF0792  HISTORY     - 1965     GOOD             CGS
 GF0792  HISTORY     - 1972     GOOD             NGS
 GF0792  HISTORY     - 19820101 GOOD             NGS
 GF0792
 GF0792                          STATION DESCRIPTION
 GF0792
 GF0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0792'THE STATION IS ABOUT 4 MILES NORTH AND 1-3/4 MILES EAST OF
 GF0792'HARRISON, IN THE NORTHEAST 1/4 OF SEC. 23, T 19 N, R 20 W, AND
 GF0792'ON PROPERTY OWNED AND OCCUPIED BY J.E. HIBDON.  IT IS 94 FEET
 GF0792'NORTHEAST OF THE NORTHEAST CORNER OF THE HIBDON FARMHOUSE, 15
 GF0792'FEET EAST OF THE CENTER OF AN ENTRANCE DRIVE, AND 9 FEET NORTH
 GF0792'OF A 4 X 4 INCH WHITE WITNESS POST.
 GF0792'
 GF0792'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 65 AND
 GF0792'62 AND STATE HIGHWAYS 43 AND 7 AT THE NORTHEAST CORNER OF THE
 GF0792'COURTHOUSE SQUARE IN HARRISON, GO EAST AND NORTH ON HIGHWAY
 GF0792'43 FOR 4.35 MILES TO A SERVICE STATION ON THE LEFT,
 GF0792'CONTINUE NORTHERLY ON THE HIGHWAY FOR 0.6 MILE TO A Y-JUNCTION,
 GF0792'BEAR LEFT AND CONTINUE NORTHERLY FOR 0.25 MILE TO A Y-JUNCTION,
 GF0792'BEAR LEFT AND GO WESTERLY FOR 0.05 MILE TO THE AZIMUTH MARK
 GF0792'ON THE LEFT, CONTINUE WEST FOR 0.3 MILE TO A DRIVEWAY LEADING
 GF0792'TO THE FARMHOUSE, TURN LEFT AND GO SOUTH FOR ABOUT 75 YARDS
 GF0792'TO THE STATION ON THE LEFT.
 GF0792'
 GF0792'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GF0792'STAMPED HIBDON 1954.
 GF0792'
 GF0792'REFERENCE MARK 1 IS 14 FEET EAST OF THE CENTER OF THE DRIVEWAY.
 GF0792'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GF0792'HIBDON NO 1 1954.
 GF0792'
 GF0792'REFERENCE MARK 2 IS 20 WEST OF THE CENTER OF THE DRIVEWAY.
 GF0792'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GF0792'HIBDON NO 2 1954.
 GF0792'
 GF0792'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF THE ROAD AND
 GF0792'2 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK IS
 GF0792'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HIBDON 1954.
 GF0792
 GF0792                          STATION RECOVERY (1965)
 GF0792
 GF0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWR)
 GF0792'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GF0792
 GF0792                          STATION RECOVERY (1972)
 GF0792
 GF0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0792'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GF0792'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN FAIR CONDITION, BOTH MARKS
 GF0792'WERE CHIPPED BUT SOLID IN THE GROUND AND IT IS EVIDENT
 GF0792'THAT THESE MARKS WERE HIT BY A ROAD GRADER WHEN SOME GROUND
 GF0792'LEVELING WORK WAS DONE IN THE YARD.  THE DISTANCE AND
 GF0792'DIRECTION TO REFERENCE MARK 1 WAS VERIFIED.  THE DISTANCE TO
 GF0792'REFERENCE MARK 2 WAS MEASURED 0.02 FOOT SHORTER THIS DATE
 GF0792'AND THE DIRECTION MISSED THE PREVIOUS DIRECTION 3 MINUTES 45
 GF0792'SECONDS.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT COULD NOT BE
 GF0792'FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A
 GF0792'NEW COMPLETE DESCRIPTION--
 GF0792'
 GF0792'THE STATION IS LOCATED ABOUT 4 MILES NORTH AND 1-3/4 MILES EAST OF
 GF0792'HARRISON, IN THE NORTHEAST QUARTER OF SECTION 23, T 19 N, R 20 W,
 GF0792'AND IN THE COUNTRY HOME YARD OF MR. WILLIAM GARRISON, ROUTE 4,
 GF0792'HARRISON, ARKANSAS.
 GF0792'
 GF0792'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 65 AND 62
 GF0792'AND STATE HIGHWAY 7 AT THE BRIDGE AT THE SOUTHEAST PART OF
 GF0792'HARRISON, GO EAST AND NORTHERLY ON HIGHWAY 7 FOR 5.15 MILES TO
 GF0792'HIGHLAND WESLEYAN CHURCH AND A PAVED ROAD ON THE RIGHT.  CONTINUE
 GF0792'NORTHERLY ON HIGHWAY 7 FOR 0.15 MILE TO A ROAD FORK.  TAKE THE
 GF0792'LEFT FORK, GRAVELED ROAD, FOR 0.25 MILE TO A ROAD FORK.  TAKE
 GF0792'THE LEFT FORK AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO THE
 GF0792'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED
 GF0792'ROAD FOR 0.30 MILE TO A DRIVEWAY ON THE LEFT AT THE TOP OF A
 GF0792'HILL.  TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO THE
 GF0792'STATION ON THE LEFT.
 GF0792'
 GF0792'THE STATION MARK IS A STANDARD DISK STAMPED HIBDON 1954, SET IN
 GF0792'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 GF0792'THE GROUND SURFACE.  IT IS 73.5 FEET NORTHEAST OF A POWER POLE, 73
 GF0792'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 20 FEET
 GF0792'EAST OF THE CENTER OF THE DRIVEWAY AND 3 FEET SOUTH OF A METAL
 GF0792'WITNESS POST.
 GF0792'
 GF0792'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HIBDON NO 1 1954, SET
 GF0792'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS CHIPPED
 GF0792'ON ITS NORTH SIDE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 64
 GF0792'FEET EAST OF THE POWER POLE, 47 FEET NORTHEAST OF THE NORTHEAST
 GF0792'CORNER OF THE HOUSE, 18 FEET EAST OF THE CENTER OF THE DRIVEWAY
 GF0792'AND 5 FEET EAST OF A 6-INCH TREE.
 GF0792'
 GF0792'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HIBDON NO 2 1954, SET
 GF0792'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS CHIPPED
 GF0792'ON SEVERAL EDGES AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 GF0792'IT IS 66 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 48.5 FEET
 GF0792'NORTHEAST OF THE POWER POLE, 33 FEET WEST OF THE METAL WITNESS
 GF0792'POST AND 13 FEET WEST OF THE CENTER OF THE DRIVEWAY.
 GF0792'
 GF0792'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIBDON 1954 1972, SET
 GF0792'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 GF0792'WITH THE GROUND SURFACE.  IT IS 70 FEET SOUTHEAST OF A POWER POLE
 GF0792'WITH A TRANSFORMER, 40 FEET WEST OF THE CENTER OF A DRIVEWAY TO A
 GF0792'HOUSE, 32 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 2 FEET
 GF0792'WEST OF A METAL WITNESS POST AND 1.6 FEET NORTHWEST OF A CORNER
 GF0792'FENCE POST.
 GF0792'
 GF0792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH AND
 GF0792'1-3/4 MILES EAST OF HARRISON.
 GF0792
 GF0792                          STATION RECOVERY (1982)
 GF0792
 GF0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GF0792'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH MARK
 GF0792'THAT WAS SET IN 1972 WERE ALL RECOVERED IN GOOD CONDITION AS
 GF0792'PREVIOUSLY DESCRIBED.  THE 1972 TO-REACH DESCRIPTION IS ADEQUATED AND
 GF0792'COMPLETE WITH THE FOLLOWING EXCEPTION.  ALL ROADS ARE NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2618 ***********************************************************************
 FE2618  DESIGNATION -  HICKMAN
 FE2618  PID         -  FE2618
 FE2618  STATE/COUNTY-  AR/MISSISSIPPI
 FE2618  USGS QUAD   -  CHIC (1983)
 FE2618
 FE2618                         *CURRENT SURVEY CONTROL
 FE2618  ___________________________________________________________________
 FE2618* NAD 83(1997)-  35 56 14.77384(N)    089 41 29.99058(W)     ADJUSTED  
 FE2618* NAVD 88     -        85.6    (meters)     281.     (feet)  VERTCON   
 FE2618  ___________________________________________________________________
 FE2618  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FE2618  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE2618
 FE2618  HORZ ORDER  -  FIRST
 FE2618
 FE2618.The horizontal coordinates were established by classical geodetic methods
 FE2618.and adjusted by the National Geodetic Survey in September 1999..
 FE2618
 FE2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2618
 FE2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2618
 FE2618.The geoid height was determined by GEOID03.
 FE2618
 FE2618;                    North         East     Units Scale Factor Converg.
 FE2618;SPC AR N     -   180,405.339   608,263.871   MT  0.99995488   +1 20 35.6
 FE2618;SPC AR N     -   591,879.85  1,995,612.38   sFT  0.99995488   +1 20 35.6
 FE2618;UTM  16      - 3,980,358.174   257,187.230   MT  1.00032654   -1 34 49.9
 FE2618
 FE2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2618!SPC AR N     -   0.99999097  x   0.99995488  =   0.99994585
 FE2618!UTM  16      -   0.99999097  x   1.00032654  =   1.00031751
 FE2618
 FE2618|---------------------------------------------------------------------|
 FE2618| PID    Reference Object                     Distance      Geod. Az  |
 FE2618|                                                           dddmmss.s |
 FE2618| FE2619 HICKMAN RM 1                         27.210 METERS 21016     |
 FE2618| FE2620 HICKMAN AZ MK                       APPROX. 1.3 KM 2101602.6 |
 FE2618| CG3459 HICKMAN RM 2                         26.542 METERS 35837     |
 FE2618|---------------------------------------------------------------------|
 FE2618
 FE2618                          SUPERSEDED SURVEY CONTROL
 FE2618
 FE2618  NAD 83(1997)-  35 56 14.77441(N)    089 41 29.99062(W) AD(       ) 1
 FE2618  NAD 83(1997)-  35 56 14.77572(N)    089 41 29.99037(W) AD(       ) 1
 FE2618  NAD 83(1986)-  35 56 14.78551(N)    089 41 29.99093(W) AD(       ) 1
 FE2618  NAD 27      -  35 56 14.51133(N)    089 41 29.70566(W) AD(       ) 1
 FE2618  NGVD 29 (07/19/86)   85.5    (m)          281.     (f) VERT ANG       
 FE2618
 FE2618.Superseded values are not recommended for survey control.
 FE2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2618.See file dsdata.txt to determine how the superseded data were derived.
 FE2618
 FE2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5718780358(NAD 83)
 FE2618_MARKER: DD = SURVEY DISK
 FE2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2618+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 FE2618
 FE2618  HISTORY     - Date     Condition        Report By
 FE2618  HISTORY     - 1977     MONUMENTED       NGS
 FE2618  HISTORY     - 20050427 GOOD             USACE
 FE2618
 FE2618                          STATION DESCRIPTION
 FE2618
 FE2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2618'STATION IS ABOUT 10-1/2 MILES EAST OF BLYTHEVILLE, 6 MILES
 FE2618'EAST-NORTHEAST OF ARMOREL, ON A POINT OF LAND LOCALLY
 FE2618'KNOWN AS WRIGHTS POINT AND ON PROPERTY OF THE ST FRANCIS
 FE2618'LEVEE DISTRICT OF ARKANSAS.  PERMISSION GRANTED BY THE CHIEF
 FE2618'ENGINEER, MR BURRELL B. FAIR, WHOSE ADDRESS IS POST OFFICE
 FE2618'BOX 308, WEST MEMPHIS, ARKANSAS, 72301, PHONE NUMBER
 FE2618'735 1062.
 FE2618'
 FE2618'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FE2618'55 AND STATE HIGHWAY 18 AT THE EAST EDGE OF BLYTHEVILLE, GO
 FE2618'EAST ON HIGHWAY 18 FOR 4.4 MILES TO A T-ROAD JUNCTION IN THE
 FE2618'COMMUNITY OF ARMOREL.  TURN LEFT AND GO NORTH AND EAST ON HIGH-
 FE2618'WAY 18 FOR 5.1 MILES TO A CROSSROAD IN THE SMALL SETTLEMENT OF
 FE2618'HICKMAN.  CONTINUE EAST ON A GRAVELED ROAD FOR 2.15 MILES TO
 FE2618'THE TOP OF THE LEVEE.  TURN RIGHT AND GO SOUTHERLY ALONG THE
 FE2618'TOP OF THE LEVEE FOR 0.55 MILE TO A DIRT CROSSROAD AND THE
 FE2618'STATION ON THE LEFT.
 FE2618'
 FE2618'STATION MARKS, STAMPED---HICKMAN 1977---, ARE STANDARD DISKS.
 FE2618'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 FE2618'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 20
 FE2618'FEET EAST OF THE NORTH-SOUTH LEVEE ROAD, 19 FEET NORTH OF
 FE2618'THE EAST-WEST DIRT ROAD AND 6 FEET WEST OF A WITNESS POST.
 FE2618'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 FE2618'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 FE2618'
 FE2618'REFERENCE MARK 1, STAMPED---HICKMAN NO 1 1977---, IS A
 FE2618'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 FE2618'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 10
 FE2618'FEET SOUTH OF THE CENTER OF THE LEVEE ROAD AND 2 FEET NORTH OF
 FE2618'A WITNESS POST.
 FE2618'
 FE2618'REFERENCE MARK 2, STAMPED---HICKMAN NO 2 1977---, IS A
 FE2618'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 FE2618'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 20
 FE2618'FEET SOUTHEAST OF THE WITNESS POST AND 12 FEET NORTH OF THE LEVEE
 FE2618'ROAD.
 FE2618'
 FE2618'AZIMUTH MARK, STAMPED---HICKMAN 1977---, IS A STANDARD DISK
 FE2618'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FE2618'THAT IS FLUSH WITH THE GROUND.  IT IS 13 FEET WEST OF THE
 FE2618'CENTER OF THE LEVEE ROAD AND 1.7 FEET NORTHEAST OF A
 FE2618'WITNESS POST.
 FE2618'
 FE2618'BM L 213, STAMPED---L 213 1976---, IS A STANDARD BENCH
 FE2618'MARK DISK CRIMPED TO THE TOP OF A 5/8 INCH
 FE2618'COPPER ROD, 3 INCHES BELOW GROUND AND ENCASED IN A 4 INCH
 FE2618'PLASTIC PIPE WITH A CAP.  IT IS 21 FEET NORTH OF THE CENTER
 FE2618'OF THE LEVEE ROAD 9 FEET WEST OF MILE MARKER 53/54 AND 1.5
 FE2618'FEET EAST OF A WITNESS POST.
 FE2618'TO REACH FROM THE STATION, GO SOUTH AND SOUTHWEST ON THE
 FE2618'TOP OF THE LEVEE FOR 0.95 MILE TO THE MARK ON THE RIGHT.
 FE2618'
 FE2618'BM H 213, STAMPED---H 213 1976---, IS A STANDARD BENCH
 FE2618'MARK DISK CRIMPED TO THE TOP OF A 5/8 INCH
 FE2618'COPPER ROD, 3 INCHES BELOW GROUND AND ENCASED IN A 4 INCH
 FE2618'PLASTIC PIPE WITH A CAP.  IT IS 10 FEET SOUTHWEST OF THE
 FE2618'CENTER OF THE LEVEE ROAD , 7 FEET NORTHEAST OF MILE MARKER
 FE2618'50/51 AND 1 FOOT NORTHEAST OF A WITNESS POST.
 FE2618'TO REACH FROM THE STATION GO NORTH AND NORTHWEST ALONG THE TOP
 FE2618'OF THE LEVEE FOR 1.9 MILES TO THE MARK ON THE LEFT.
 FE2618'
 FE2618'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG THE
 FE2618'TOP OF THE LEVEE FOR 0.9 MILE TO THE MARK ON THE RIGHT.
 FE2618'
 FE2618'A 1/2-INCH REINFORCEMENT ROD WAS SET AT THE STATION MARK,
 FE2618'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK.
 FE2618'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 FE2618
 FE2618                          STATION RECOVERY (2005)
 FE2618
 FE2618'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE2618'MARK IS AT SPUR LEVEE. AZ MK IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1935 ***********************************************************************
 EJ1935  DESIGNATION -  HICKORY
 EJ1935  PID         -  EJ1935
 EJ1935  STATE/COUNTY-  AR/MONTGOMERY
 EJ1935  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1935
 EJ1935                         *CURRENT SURVEY CONTROL
 EJ1935  ___________________________________________________________________
 EJ1935* NAD 83(1997)-  34 33 34.95044(N)    093 25 18.70840(W)     ADJUSTED  
 EJ1935* NAVD 88     -       430.6    (meters)    1413.     (feet)  VERTCON   
 EJ1935  ___________________________________________________________________
 EJ1935  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 EJ1935  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EJ1935
 EJ1935  HORZ ORDER  -  SECOND
 EJ1935
 EJ1935.The horizontal coordinates were established by classical geodetic methods
 EJ1935.and adjusted by the National Geodetic Survey in September 1999..
 EJ1935
 EJ1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1935
 EJ1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1935
 EJ1935.The geoid height was determined by GEOID03.
 EJ1935
 EJ1935;                    North         East     Units Scale Factor Converg.
 EJ1935;SPC AR S     -   610,871.745   269,518.624   MT  0.99996039   -0 47 44.9
 EJ1935;SPC AR S     - 2,004,168.38    884,245.69   sFT  0.99996039   -0 47 44.9
 EJ1935;UTM  15      - 3,824,298.999   461,299.074   MT  0.99961846   -0 14 21.5
 EJ1935
 EJ1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1935!SPC AR S     -   0.99993682  x   0.99996039  =   0.99989722
 EJ1935!UTM  15      -   0.99993682  x   0.99961846  =   0.99955531
 EJ1935
 EJ1935|---------------------------------------------------------------------|
 EJ1935| PID    Reference Object                     Distance      Geod. Az  |
 EJ1935|                                                           dddmmss.s |
 EJ1935| CX6460 HICKORY RM 1                         15.377 METERS 01515     |
 EJ1935| EJ2001 HIGH                                APPROX.19.4 KM 2401637.9 |
 EJ1935| EJ1932 HICKORY NUT LOOKOUT TOWER            28.220 METERS 26509     |
 EJ1935| CX6461 HICKORY RM 2                         12.796 METERS 28705     |
 EJ1935|---------------------------------------------------------------------|
 EJ1935
 EJ1935                          SUPERSEDED SURVEY CONTROL
 EJ1935
 EJ1935  NAD 83(1997)-  34 33 34.96030(N)    093 25 18.70296(W) AD(       ) 2
 EJ1935  NAD 83(1986)-  34 33 34.96087(N)    093 25 18.70062(W) AD(       ) 2
 EJ1935  NAD 27      -  34 33 34.63030(N)    093 25 18.03120(W) AD(       ) 2
 EJ1935  NGVD 29 (07/19/86)  430.6    (m)         1413.     (f) VERT ANG       
 EJ1935
 EJ1935.Superseded values are not recommended for survey control.
 EJ1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1935.See file dsdata.txt to determine how the superseded data were derived.
 EJ1935
 EJ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6129924299(NAD 83)
 EJ1935_MARKER: DS = TRIANGULATION STATION DISK
 EJ1935_SETTING: 80 = SET IN A BOULDER
 EJ1935_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ1935
 EJ1935  HISTORY     - Date     Condition        Report By
 EJ1935  HISTORY     - 1956     MONUMENTED       CGS
 EJ1935  HISTORY     - 1961     GOOD             CGS
 EJ1935  HISTORY     - 1972     GOOD             USFS
 EJ1935
 EJ1935                          STATION DESCRIPTION
 EJ1935
 EJ1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1935'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, AT
 EJ1935'THE SITE OF THE HICKORY NUT LOOKOUT TOWER.  IT IS ABOUT
 EJ1935'22 MILES WEST-NORTHWEST OF HOT SPRINGS AND ABOUT 6 MILES
 EJ1935'NORTHWEST OF THE SMALL VILLAGE OF CRYSTAL SPRINGS.
 EJ1935'
 EJ1935'TO REACH FROM THE POST OFFICE IN CRYSTAL SPRINGS, GO NORTHWEST
 EJ1935'ON U.S. HIGHWAY 270 FOR 4.1 MILES TO THE MONTGOMERY-GARLAND
 EJ1935'COUNTY LINE.  CONTINUE NORTHWEST ON THE HIGHWAY FOR 1.3
 EJ1935'MILES TO A GRAVEL SIDE ROAD RIGHT AT SIGN WALNUT FORK ROAD.
 EJ1935'TURN RIGHT (NORTH) AND GO 3.25 MILES TO A T-ROAD INTERSECTION.
 EJ1935'TURN LEFT (WEST) AND GO 1.55 MILES TO A SIDE ROAD LEFT AT
 EJ1935'TOP OF GRADE.  TURN LEFT (WEST) AND GO 1.9 MILES TO STATION
 EJ1935'AND LOOKOUT TOWER AT TOP OF HILL.
 EJ1935'
 EJ1935'THE STATION MARK, STAMPED HICKORY 1956, IS A STANDARD BRONZE
 EJ1935'DISK SET IN A DRILL HOLE IN THE TOP OF A LARGE FLAT BOULDER
 EJ1935'WHICH PROJECTS 6 INCHES.  IT IS 44 FEET SOUTH OF THE SOUTH
 EJ1935'SIDE OF A WHITE BUILDING AND 8 FEET NORTH OF A TRIANGLE
 EJ1935'BLAZED OAK TREE WHICH IS ABOUT 2 FEET IN DIAMETER.
 EJ1935'
 EJ1935'REFERENCE MARK 1, STAMPED HICKORY 1956 NO 1, IS A STANDARD
 EJ1935'BRONZE DISK SET IN A DRILL HOLE IN THE TOP OF A BOULDER
 EJ1935'WHICH PROJECTS 2 FEET.  IT IS 16 FEET EAST OF THE EAST SIDE
 EJ1935'OF THE WHITE BUILDING.
 EJ1935'
 EJ1935'REFERENCE MARK 2, STAMPED HICKORY 1956 NO 2, IS A STANDARD
 EJ1935'BRONZE DISK SET IN A DRILL HOLE IN THE TOP OF A BOULDER
 EJ1935'WHICH PROJECTS 6 INCHES.  IT IS 41 FEET NORTHEAST OF THE
 EJ1935'NORTHEAST LEG OF THE LOOKOUT TOWER.
 EJ1935'
 EJ1935'NO AZIMUTH MARK WAS ESTABLISHED.
 EJ1935
 EJ1935                          STATION RECOVERY (1961)
 EJ1935
 EJ1935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ1935'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 EJ1935'
 EJ1935'THE ORIGINAL DESCRIPTION TO REACH THE STATION CRYSTAL SPRINGS
 EJ1935'IS ADEQUATE.
 EJ1935
 EJ1935                          STATION RECOVERY (1972)
 EJ1935
 EJ1935'RECOVERY NOTE BY US FOREST SERVICE 1972 (RAB)
 EJ1935'HICKORY GROUT MATERIAL GONE, BUT DISK STILL TIGHT.
 EJ1935'
 EJ1935'RM 1 RECOVERED GOOD.
 EJ1935'
 EJ1935'RM 2 DISK GONE, BUT SHANK REMAINS.
 EJ1935'
 EJ1935'HICKORY NUT LOOKOUT TOWER STILL STANDING.
 EJ1935'
 EJ1935'LINE OF SIGHT CLEARED TO HIGH LOOKOUT TOWER.  OTHER LINES ARE BLOCKED
 EJ1935'BY TREES.
 EJ1935'
 EJ1935'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES N.W. OF CRYSTAL
 EJ1935'SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0895 ***********************************************************************
 GE0895  DESIGNATION -  HICKORY
 GE0895  PID         -  GE0895
 GE0895  STATE/COUNTY-  AR/FULTON
 GE0895  USGS QUAD   -  SALEM KNOB (1984)
 GE0895
 GE0895                         *CURRENT SURVEY CONTROL
 GE0895  ___________________________________________________________________
 GE0895* NAD 83(1997)-  36 28 12.84706(N)    091 46 28.86693(W)     ADJUSTED  
 GE0895* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 GE0895  ___________________________________________________________________
 GE0895  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GE0895  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GE0895
 GE0895  HORZ ORDER  -  SECOND
 GE0895
 GE0895.The horizontal coordinates were established by classical geodetic methods
 GE0895.and adjusted by the National Geodetic Survey in September 1999..
 GE0895
 GE0895.The orthometric height was scaled from a topographic map.
 GE0895
 GE0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0895
 GE0895.The geoid height was determined by GEOID03.
 GE0895
 GE0895;                    North         East     Units Scale Factor Converg.
 GE0895;SPC AR N     -   237,107.748   420,195.021   MT  1.00005542   +0 07 52.0
 GE0895;SPC AR N     -   777,911.00  1,378,589.83   sFT  1.00005542   +0 07 52.0
 GE0895;SPC MO C     -    70,911.659   565,002.788   MT  0.99998537   +0 25 52.1
 GE0895;UTM  15      - 4,036,804.273   609,777.847   MT  0.99974848   +0 43 42.3
 GE0895
 GE0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0895!SPC AR N     -   0.99995910  x   1.00005542  =   1.00001452
 GE0895!SPC MO C     -   0.99995910  x   0.99998537  =   0.99994447
 GE0895!UTM  15      -   0.99995910  x   0.99974848  =   0.99970759
 GE0895
 GE0895|---------------------------------------------------------------------|
 GE0895| PID    Reference Object                     Distance      Geod. Az  |
 GE0895|                                                           dddmmss.s |
 GE0895| CI1610 HICKORY RM 1                         19.099 METERS 03806     |
 GE0895| CI1611 HICKORY RM 2                         20.359 METERS 22639     |
 GE0895| GE0899 STURKIE                             APPROX.16.3 KM 2585445.0 |
 GE0895|---------------------------------------------------------------------|
 GE0895
 GE0895                          SUPERSEDED SURVEY CONTROL
 GE0895
 GE0895  NAD 83(1986)-  36 28 12.85608(N)    091 46 28.86509(W) AD(       ) 2
 GE0895  NAD 27      -  36 28 12.62600(N)    091 46 28.33500(W) AD(       ) 2
 GE0895
 GE0895.Superseded values are not recommended for survey control.
 GE0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0895.See file dsdata.txt to determine how the superseded data were derived.
 GE0895
 GE0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0977836804(NAD 83)
 GE0895_MARKER: DS = TRIANGULATION STATION DISK
 GE0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0895
 GE0895  HISTORY     - Date     Condition        Report By
 GE0895  HISTORY     - 1953     MONUMENTED       CGS
 GE0895
 GE0895                          STATION DESCRIPTION
 GE0895
 GE0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0895'THE STATION IS ABOUT 7 MILES NORTH AND 2-3/4 MILES EAST OF
 GE0895'SALEM, 2 MILES SOUTH OF THE MISSOURI-ARKANSAS STATE LINE,
 GE0895'ON A PROMINENT TIMBERED HILL, IN THE NORTHWEST 1/4 OF SEC. 19,
 GE0895'T 21 N, R 7 W.  IT IS 7 FEET SOUTH OF A WITNESS POST.
 GE0895'
 GE0895'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 GE0895'IN SALEM, GO NORTH AND NORTHEASTERLY ON STATE HIGHWAY 9 FOR
 GE0895'3.8 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTHERLY
 GE0895'FOR 3.0 MILES TO A CROSSROADS, CONTINUE NORTH ON THE MAIN
 GE0895'ROAD FOR 2.35 MILES TO A TRIANGLE BLAZED HICKORY TREE ON THE
 GE0895'RIGHT, TURN RIGHT AND GO WEST AND SOUTHWEST ON A DIM TRACK ROAD
 GE0895'FOR ABOUT 125 YARDS TO THE TOP OF THE HILL AND THE STATION.
 GE0895'
 GE0895'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0895'HICKORY 1953.
 GE0895'
 GE0895'REFERENCE MARK 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0895'HICKORY NO 1 1953.
 GE0895'
 GE0895'REFERENCE MARK 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0895'HICKORY NO 2 1953.
 GE0895'
 GE0895'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GE0895'
 GE0895'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1932 ***********************************************************************
 EJ1932  DESIGNATION -  HICKORY NUT LOOKOUT TOWER
 EJ1932  PID         -  EJ1932
 EJ1932  STATE/COUNTY-  AR/MONTGOMERY
 EJ1932  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1932
 EJ1932                         *CURRENT SURVEY CONTROL
 EJ1932  ___________________________________________________________________
 EJ1932* NAD 83(1997)-  34 33 34.87310(N)    093 25 19.81143(W)     ADJUSTED  
 EJ1932* NAVD 88     -                                                        
 EJ1932  ___________________________________________________________________
 EJ1932  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 EJ1932  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EJ1932
 EJ1932  HORZ ORDER  -  THIRD
 EJ1932
 EJ1932.The horizontal coordinates were established by classical geodetic methods
 EJ1932.and adjusted by the National Geodetic Survey in September 1999..
 EJ1932
 EJ1932
 EJ1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1932
 EJ1932.The geoid height was determined by GEOID03.
 EJ1932
 EJ1932;                    North         East     Units Scale Factor Converg.
 EJ1932;SPC AR S     -   610,869.753   269,490.475   MT  0.99996039   -0 47 45.5
 EJ1932;SPC AR S     - 2,004,161.85    884,153.33   sFT  0.99996039   -0 47 45.5
 EJ1932;UTM  15      - 3,824,296.734   461,270.955   MT  0.99961849   -0 14 22.1
 EJ1932
 EJ1932                          SUPERSEDED SURVEY CONTROL
 EJ1932
 EJ1932  NAD 83(1997)-  34 33 34.88296(N)    093 25 19.80598(W) AD(       ) 4
 EJ1932  NAD 83(1986)-  34 33 34.88353(N)    093 25 19.80364(W) AD(       ) 4
 EJ1932  NAD 27      -  34 33 34.55300(N)    093 25 19.13400(W) AD(       ) 3
 EJ1932
 EJ1932.Superseded values are not recommended for survey control.
 EJ1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1932.See file dsdata.txt to determine how the superseded data were derived.
 EJ1932
 EJ1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6127124297(NAD 83)
 EJ1932_MARKER: 57 = LOOKOUT TOWER
 EJ1932
 EJ1932  HISTORY     - Date     Condition        Report By
 EJ1932  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ1932
 EJ1932                          STATION DESCRIPTION
 EJ1932
 EJ1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1932'THE LOOKOUT TOWER IS LOCATED ABOUT 22 MILES WEST-NORTHWEST
 EJ1932'OF HOT SPRINGS AND ABOUT 6 MILES NORTHWEST OF THE SMALL
 EJ1932'VILLAGE OF CRYSTAL SPRINGS.  IT IS A 4-LEGGED STEEL STRUCTURE
 EJ1932'WITH A CABIN AT THE TOP, AND IS APPROXIMATELY 110 FEET IN
 EJ1932'HEIGHT.
 EJ1932'
 EJ1932'THE CENTER OF THE TOWER AT GROUND LEVEL (WHICH WAS THE POINT
 EJ1932'TRAVERSED TO) IS 92.6 FEET (28.22 METERS) WEST OF TRIANGULATION
 EJ1932'STATION HICKORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2098 ***********************************************************************
 FF2098  DESIGNATION -  HICKORY RIDGE RICE GROWER ELEV
 FF2098  PID         -  FF2098
 FF2098  STATE/COUNTY-  AR/CROSS
 FF2098  USGS QUAD   -  HICKORY RIDGE (1984)
 FF2098
 FF2098                         *CURRENT SURVEY CONTROL
 FF2098  ___________________________________________________________________
 FF2098* NAD 83(1997)-  35 23 58.08979(N)    090 59 47.80473(W)     ADJUSTED  
 FF2098* NAVD 88     -                                                        
 FF2098  ___________________________________________________________________
 FF2098  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FF2098  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FF2098
 FF2098  HORZ ORDER  -  THIRD
 FF2098
 FF2098.The horizontal coordinates were established by classical geodetic methods
 FF2098.and adjusted by the National Geodetic Survey in September 1999..
 FF2098
 FF2098
 FF2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2098
 FF2098.The geoid height was determined by GEOID03.
 FF2098
 FF2098;                    North         East     Units Scale Factor Converg.
 FF2098;SPC AR N     -   118,742.871   491,143.087   MT  0.99994111   +0 35 01.9
 FF2098;SPC AR N     -   389,575.57  1,611,358.61   sFT  0.99994111   +0 35 01.9
 FF2098;UTM  15      - 3,919,187.093   681,931.831   MT  1.00000791   +1 09 39.0
 FF2098
 FF2098                          SUPERSEDED SURVEY CONTROL
 FF2098
 FF2098  NAD 83(1997)-  35 23 58.09938(N)    090 59 47.80368(W) AD(       ) 4
 FF2098  NAD 83(1986)-  35 23 58.10125(N)    090 59 47.80375(W) AD(       ) 4
 FF2098  NAD 27      -  35 23 57.79900(N)    090 59 47.37400(W) AD(       ) 3
 FF2098
 FF2098.Superseded values are not recommended for survey control.
 FF2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2098.See file dsdata.txt to determine how the superseded data were derived.
 FF2098
 FF2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8193219187(NAD 83)
 FF2098_MARKER: 65 = GRAIN ELEVATOR
 FF2098
 FF2098  HISTORY     - Date     Condition        Report By
 FF2098  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2098
 FF2098                          STATION DESCRIPTION
 FF2098
 FF2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2098'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF HICKORY RIDGE ON
 FF2098'THE WEST SIDE OF THE RAILROAD TRACKS.  IT IS MADE UP OF
 FF2098'SEVERAL CYLINDERS MADE OF CONCRETE WITH A SMALL HOUSE AT
 FF2098'THE TOP OF THE SOUTH ONE.  THE POINT OBSERVED ON WAS THE CENTER
 FF2098'OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2001 ***********************************************************************
 EJ2001  DESIGNATION -  HIGH
 EJ2001  PID         -  EJ2001
 EJ2001  STATE/COUNTY-  AR/MONTGOMERY
 EJ2001  USGS QUAD   -  CADDO GAP (1979)
 EJ2001
 EJ2001                         *CURRENT SURVEY CONTROL
 EJ2001  ___________________________________________________________________
 EJ2001* NAD 83(1997)-  34 28 21.89860(N)    093 36 19.75987(W)     ADJUSTED  
 EJ2001* NAVD 88     -       559.3    (meters)    1835.     (feet)  VERTCON   
 EJ2001  ___________________________________________________________________
 EJ2001  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 EJ2001  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EJ2001
 EJ2001  HORZ ORDER  -  SECOND
 EJ2001
 EJ2001.The horizontal coordinates were established by classical geodetic methods
 EJ2001.and adjusted by the National Geodetic Survey in September 1999..
 EJ2001
 EJ2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2001
 EJ2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2001
 EJ2001.The geoid height was determined by GEOID03.
 EJ2001
 EJ2001;                    North         East     Units Scale Factor Converg.
 EJ2001;SPC AR S     -   601,476.041   252,517.740   MT  0.99994765   -0 53 54.9
 EJ2001;SPC AR S     - 1,973,342.64    828,468.62   sFT  0.99994765   -0 53 54.9
 EJ2001;UTM  15      - 3,814,741.842   444,395.703   MT  0.99963811   -0 20 33.8
 EJ2001
 EJ2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2001!SPC AR S     -   0.99991664  x   0.99994765  =   0.99986429
 EJ2001!UTM  15      -   0.99991664  x   0.99963811  =   0.99955478
 EJ2001
 EJ2001:                Primary Azimuth Mark                     Grid Az
 EJ2001:SPC AR S     -  HIGH AZ MK                               038 28 05.1
 EJ2001:UTM  15      -  HIGH AZ MK                               037 54 44.0
 EJ2001
 EJ2001|---------------------------------------------------------------------|
 EJ2001| PID    Reference Object                     Distance      Geod. Az  |
 EJ2001|                                                           dddmmss.s |
 EJ2001| CX6467 HIGH AZ MK                                         0373410.2 |
 EJ2001| CX6468 HIGH RM 1                             5.778 METERS 17121     |
 EJ2001| EJ2024 SLATINGTON                          APPROX.27.4 KM 2611018.5 |
 EJ2001| CX6469 HIGH RM 2                             7.099 METERS 28534     |
 EJ2001| EJ2002 HIGH PEAK LOOKOUT TOWER               7.822 METERS 29829     |
 EJ2001|---------------------------------------------------------------------|
 EJ2001
 EJ2001                          SUPERSEDED SURVEY CONTROL
 EJ2001
 EJ2001  NAD 83(1997)-  34 28 21.90674(N)    093 36 19.75492(W) AD(       ) 2
 EJ2001  NAD 83(1986)-  34 28 21.90773(N)    093 36 19.75225(W) AD(       ) 2
 EJ2001  NAD 27      -  34 28 21.55380(N)    093 36 19.08090(W) AD(       ) 2
 EJ2001  NGVD 29 (07/19/86)  559.2    (m)         1835.     (f) VERT ANG       
 EJ2001
 EJ2001.Superseded values are not recommended for survey control.
 EJ2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2001.See file dsdata.txt to determine how the superseded data were derived.
 EJ2001
 EJ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4439614742(NAD 83)
 EJ2001_MARKER: DS = TRIANGULATION STATION DISK
 EJ2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ2001
 EJ2001  HISTORY     - Date     Condition        Report By
 EJ2001  HISTORY     - 1956     MONUMENTED       CGS
 EJ2001  HISTORY     - 1957     GOOD             CGS
 EJ2001  HISTORY     - 1961     GOOD             CGS
 EJ2001  HISTORY     - 1975     GOOD             USFS
 EJ2001  HISTORY     - 1975     GOOD             NGS
 EJ2001  HISTORY     - 20040701 POOR             ARHD
 EJ2001
 EJ2001                          STATION DESCRIPTION
 EJ2001
 EJ2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2001'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST AT
 EJ2001'THE SITE OF THE HIGH PEAK LOOKOUT TOWER.  IT IS ABOUT 5 MILES
 EJ2001'NORTH OF CADDO GAP, ABOUT 5 MILES SOUTH OF MT IDA, AND ABOUT
 EJ2001'4 MILES EAST-NORTHEAST OF NORMAN ON THE HIGHEST POINT IN
 EJ2001'THE IMMEDIATE VICINITY.
 EJ2001'
 EJ2001'THE STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 EJ2001'27 AND 8 IN NORMAN BY DRIVING NORTH ON STATE HIGHWAY 27
 EJ2001'FOR 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK, A GRAVEL ROAD,
 EJ2001'AND DRIVE EASTERLY FOR 4.6 MILES TO A FORK AT SIGN HIGH PEAK
 EJ2001'FIRE TOWER.  THE AZIMUTH MARK IS REACHED FROM THIS POINT BY
 EJ2001'DRIVING EAST AND NORTH FOR 2.0 MILES TO THE MARK ON THE RIGHT
 EJ2001'(EAST) SIDE OF ROAD ON A STEEP GRADE.
 EJ2001'
 EJ2001'FROM THE ABOVE MENTIONED FORK AND SIGN TAKE THE RIGHT FORK,
 EJ2001'UP HILL, AS PER SIGN AND GO 1.1 MILES TO THE END OF THE
 EJ2001'ROAD AT THE LOOKOUT TOWER AND THE STATION.
 EJ2001'
 EJ2001'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 EJ2001'MARK ARE ALL STANDARD DISKS.
 EJ2001'
 EJ2001'THE STATION MARK STAMPED HIGH 1956 IS SET IN THE TOP OF A
 EJ2001'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.  THE MARK IS
 EJ2001'39.5 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY, 28.4 FEET WEST
 EJ2001'OF THE SOUTHWEST CORNER OF A WHITE BUILDING, AND 16.2 FEET EAST
 EJ2001'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.
 EJ2001'
 EJ2001'REFERENCE MARK 1 STAMPED HIGH NO 1 1956 IS SET IN A DRILL
 EJ2001'HOLE IN A LARGE BOULDER AND IS ABOUT 2 FEET ABOVE THE GROUND.
 EJ2001'THE MARK IS 25 FEET SOUTHEAST OF THE SOUTHEAST LEG OF LOOKOUT
 EJ2001'TOWER, AND ABOUT 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EJ2001'OF THE WHITE BUILDING.
 EJ2001'
 EJ2001'REFERENCE MARK 2 STAMPED HIGH NO 2 1956 IS SET IN A DRILL
 EJ2001'HOLE IN THE BOTTOM CONCRETE FOUNDATION OF THE STEPS TO THE
 EJ2001'TOP OF THE TOWER.  IT IS 5 FEET NORTHWEST OF THE SOUTHEAST LEG
 EJ2001'OF TOWER, AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 EJ2001'
 EJ2001'THE AZIMUTH MARK STAMPED HIGH 1956 IS SET IN A DRILL HOLE
 EJ2001'IN BEDROCK IN THE EAST GRADE DITCH OF FOREST SERVICE ROAD.
 EJ2001'THE MARK IS 9 FEET EAST OF THE CENTER OF THE ROAD, AND 4
 EJ2001'FEET NORTH-NORTHWEST OF A 4-INCH SQUARE WITNESS POST.  THE
 EJ2001'MARK IS ABOUT THE SAME ELEVATION AS THE ROAD BED.
 EJ2001'
 EJ2001'THE U.S. FOREST SERVICE LOOKOUT TOWER IS A 4 LEGGED STEEL
 EJ2001'STRUCTURE WITH A SMALL LOOKOUT HOUSE ON TOP.  THE TOWER IS
 EJ2001'APPROXIMATELY 73 FEET HIGH AND THE BASE OF THE TOWER IS
 EJ2001'APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 EJ2001
 EJ2001                          STATION RECOVERY (1957)
 EJ2001
 EJ2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2001'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 EJ2001'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 EJ2001'THE AZIMUTH MARK WAS NOT RECOVERED AND WAS PRESUMED TO BE
 EJ2001'DESTROYED.
 EJ2001'
 EJ2001'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 EJ2001
 EJ2001                          STATION RECOVERY (1961)
 EJ2001
 EJ2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2001'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 EJ2001'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 EJ2001'RECOVERED.  THIS MARK WAS ALSO SEARCHED FOR AND NOT RECOVERED
 EJ2001'IN 1957 AND WAS PRESUMED TO BE DESTROYED.
 EJ2001
 EJ2001                          STATION RECOVERY (1975)
 EJ2001
 EJ2001'RECOVERY NOTE BY US FOREST SERVICE 1975 (JLY)
 EJ2001'MARK RECOVERED OK.
 EJ2001'
 EJ2001'RM NO 1 - CAP HAS BEEN PRIED OFF, STEM STILL IN DRILL HOLE IN
 EJ2001'BOULDER.
 EJ2001'
 EJ2001'RM NO 2 - RECOVERED OK.
 EJ2001'
 EJ2001'HIGH PEAK L.O. TOWER HAS BEEN REMOVED- FOR A MIRACLE THE TRIANGULAR
 EJ2001'STATION WAS NOT DAMAGED - AZ MARKER NOT SEARCHED FOR AS YOUR
 EJ2001'RECOVERY NOTE OF 1957 SHOWS PROBABLY DESTROYED.
 EJ2001'
 EJ2001'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NORTH OF
 EJ2001'CADDO GAP.  5 MI S. OF MT. IDA.
 EJ2001
 EJ2001                          STATION RECOVERY (1975)
 EJ2001
 EJ2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 EJ2001'THE STATION WAS VISITED 6-5-75 AND THE STATION MARK AND REFERENCE
 EJ2001'MARK NO 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 1 WAS
 EJ2001'FOUND WITH THE CAP REMOVED BUT THE STEM OF THE DISK WAS IN PLACE AND
 EJ2001'CAN STILL BE USED AS A REFERENCE MARK.  THE LOOKOUT TOWER AND
 EJ2001'BUILDING IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED.  THE
 EJ2001'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  IT COULD POSSIBLY BE
 EJ2001'UNDER THE EDGE OF A GRAVEL ROAD.  THE STATION WAS NOT OCCUPIED AT
 EJ2001'THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 EJ2001'
 EJ2001'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST AT THE OLD
 EJ2001'SITE OF THE HIGH PEAK LOOKOUT TOWER.  IT IS ABOUT 5 MILES NORTH OF
 EJ2001'CADDO GAP, ABOUT 5 MILES SOUTH OF MT. IDA, AND ABOUT 4 MILES
 EJ2001'EAST-NORTHEAST OF NORMAN ON THE HIGHEST POINT IN THE IMMEDIATE
 EJ2001'VICINITY.
 EJ2001'
 EJ2001'THE STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 8
 EJ2001'IN NORMAN BY DRIVING NORTH ON STATE HIGHWAY 27 FOR 0.7 MILE TO A
 EJ2001'FORK.  TAKE THE RIGHT FORK, A GRAVEL ROAD, AND DRIVE EASTERLY FOR
 EJ2001'4.6 MILES TO A FORK.  THE AZIMUTH MARK IS REACHED FROM THIS POINT BY
 EJ2001'DRIVING EAST AND NORTH FOR 2.0 MILES TO THE MARK ON THE RIGHT
 EJ2001'(EAST) SIDE OF ROAD ON A STEEP GRADE.
 EJ2001'
 EJ2001'FROM THE ABOVE MENTIONED FORK TAKE THE RIGHT FORK, GO UP HILL 1.1
 EJ2001'MILES TO THE END OF THE ROAD AT THE LOOKOUT TOWER SITE AND THE
 EJ2001'STATION.
 EJ2001'
 EJ2001'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 EJ2001'HIGH 1956, SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 EJ2001'GROUND.  IT IS 16.5 FEET EAST OF THE CENTER OF SOUTHEAST CONCRETE
 EJ2001'FOOTING OF REMOVED LOOKOUT TOWER, 23.2 FEET SOUTHEAST OF THE
 EJ2001'CENTER OF THE NORTHEAST CONCRETE FOOTING, 40 FEET SOUTH OF THE
 EJ2001'CENTER OF A TRACK ROAD, 89 FEET WEST OF THE SOUTHWEST CORNER OF A
 EJ2001'SMALL BLOCK BUILDING.
 EJ2001'
 EJ2001'REFERENCE MARK NO 1 HAS ONLY THE STEM OF DISK IN PLACE.  IT IS 18.95
 EJ2001'FEET SOUTH OF THE STATION MARK IN A DRILL HOLE IN A LARGE BOULDER
 EJ2001'ABOUT 2 FEET ABOVE LEVEL OF THE GROUND, 29 FEET SOUTHEAST OF THE
 EJ2001'CENTER OF THE SOUTH-SOUTHEAST CONCRETE FOOTING OF REMOVED LOOKOUT
 EJ2001'TOWER.
 EJ2001'
 EJ2001'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED HIGH
 EJ2001'NO 2 1956 AND SET IN A DRILL HOLE IN A 3 X 4 FOOT CONCRETE PAD (OLD
 EJ2001'STEP OF LOOKOUT TOWER).  IT IS 23.39 FEET WEST OF THE STATION MARK,
 EJ2001'7.3 FEET WEST-NORTHWEST OF THE CENTER OF THE SOUTHEAST CONCRETE
 EJ2001'FOOTING, 15.8 FEET SOUTHWEST OF THE CENTER OF THE NORTHEAST
 EJ2001'CONCRETE FOOTING.
 EJ2001'
 EJ2001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 EJ2001'EAST-NORTHEAST OF NORMAN.
 EJ2001
 EJ2001                          STATION RECOVERY (2004)
 EJ2001
 EJ2001'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 EJ2001'STATION RECOVERED BUT CAP IS MISSING BUT STEM REMAINS. RM'S NOT
 EJ2001'SEARCHED FOR. GPS IMPROBABLE DUE TO RADIO TOWER INTERFERENCE WITHIN 10
 EJ2001'FEET. STATION IS BEHIND A LOCKED U.S. FOREST SERVICE GATE AND IS A 1/2
 EJ2001'MILE PACK UPHILL TO THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2002 ***********************************************************************
 EJ2002  DESIGNATION -  HIGH PEAK LOOKOUT TOWER
 EJ2002  PID         -  EJ2002
 EJ2002  STATE/COUNTY-  AR/MONTGOMERY
 EJ2002  USGS QUAD   -  CADDO GAP (1979)
 EJ2002
 EJ2002                         *CURRENT SURVEY CONTROL
 EJ2002  ___________________________________________________________________
 EJ2002* NAD 83(1997)-  34 28 22.01964(N)    093 36 20.02930(W)     ADJUSTED  
 EJ2002* NAVD 88     -                                                        
 EJ2002  ___________________________________________________________________
 EJ2002  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 EJ2002  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EJ2002
 EJ2002  HORZ ORDER  -  THIRD
 EJ2002
 EJ2002.The horizontal coordinates were established by classical geodetic methods
 EJ2002.and adjusted by the National Geodetic Survey in September 1999..
 EJ2002
 EJ2002
 EJ2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2002
 EJ2002.The geoid height was determined by GEOID03.
 EJ2002
 EJ2002;                    North         East     Units Scale Factor Converg.
 EJ2002;SPC AR S     -   601,479.878   252,510.924   MT  0.99994765   -0 53 55.0
 EJ2002;SPC AR S     - 1,973,355.23    828,446.26   sFT  0.99994765   -0 53 55.0
 EJ2002;UTM  15      - 3,814,745.611   444,388.852   MT  0.99963812   -0 20 34.0
 EJ2002
 EJ2002                          SUPERSEDED SURVEY CONTROL
 EJ2002
 EJ2002  NAD 83(1997)-  34 28 22.02779(N)    093 36 20.02434(W) AD(       ) 4
 EJ2002  NAD 83(1986)-  34 28 22.02878(N)    093 36 20.02167(W) AD(       ) 4
 EJ2002  NAD 27      -  34 28 21.67500(N)    093 36 19.35000(W) AD(       ) 3
 EJ2002
 EJ2002.Superseded values are not recommended for survey control.
 EJ2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2002.See file dsdata.txt to determine how the superseded data were derived.
 EJ2002
 EJ2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4438914746(NAD 83)
 EJ2002_MARKER: 57 = LOOKOUT TOWER
 EJ2002
 EJ2002  HISTORY     - Date     Condition        Report By
 EJ2002  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ2002
 EJ2002                          STATION DESCRIPTION
 EJ2002
 EJ2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2002'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST,
 EJ2002'APPROXIMATELY 5 MILES NORTH OF CADDO GAP, APPROXIMATELY 5
 EJ2002'MILES SOUTH OF MT. IDA, AND APPROXIMATELY 4 MILES EAST-NORTHEAST
 EJ2002'OF NORMAN.
 EJ2002'
 EJ2002'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 EJ2002'HIGH 1956, THE DISTANCE BEING 25.66 FEET, 7.822 METERS
 EJ2002'WEST-NORTHWEST OF STATION HIGH.
 EJ2002'
 EJ2002'THE TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A SQUARE, METAL,
 EJ2002'GLASS-ENCLOSED, LOOKOUT HOUSE ON TOP.  THE HEIGHT OF THE
 EJ2002'STRUCTURE IS 70 FEET TO THE EAVES WITH THE GABLE BEING
 EJ2002'ESTIMATED AT 3 FEET MAKING AN APPROXIMATE OVERALL HEIGHT
 EJ2002'OF 73 FEET.
 EJ2002'
 EJ2002'MEASUREMENTS WERE MADE TO THE BOTTOM CENTER OF THE TOWER
 EJ2002'WHICH IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0055 ***********************************************************************
 DL0055  DESIGNATION -  HIKE
 DL0055  PID         -  DL0055
 DL0055  STATE/COUNTY-  AR/DALLAS
 DL0055  USGS QUAD   -  FORDYCE (1985)
 DL0055
 DL0055                         *CURRENT SURVEY CONTROL
 DL0055  ___________________________________________________________________
 DL0055* NAD 83(1986)-  33 51 18.     (N)    092 25 08.     (W)     SCALED    
 DL0055* NAVD 88     -        72.549  (meters)     238.02   (feet)  ADJUSTED  
 DL0055  ___________________________________________________________________
 DL0055  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL0055  DYNAMIC HT  -          72.475 (meters)     237.78  (feet)  COMP
 DL0055  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 DL0055
 DL0055  VERT ORDER  -  SECOND    CLASS 0
 DL0055
 DL0055.The horizontal coordinates were scaled from a topographic map and have
 DL0055.an estimated accuracy of +/- 6 seconds.
 DL0055
 DL0055.The orthometric height was determined by differential leveling
 DL0055.and adjusted by the National Geodetic Survey in June 1991..
 DL0055
 DL0055.The geoid height was determined by GEOID03.
 DL0055
 DL0055.The dynamic height is computed by dividing the NAVD 88
 DL0055.geopotential number by the normal gravity value computed on the
 DL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0055.degrees latitude (g = 980.6199 gals.).
 DL0055
 DL0055.The modeled gravity was interpolated from observed gravity values.
 DL0055
 DL0055;                    North         East    Units  Estimated Accuracy
 DL0055;SPC AR S     -   531,880.      361,240.      MT  (+/- 180 meters Scaled)
 DL0055
 DL0055                          SUPERSEDED SURVEY CONTROL
 DL0055
 DL0055  NGVD 29 (??/??/92)   72.598  (m)          238.18   (f) ADJ UNCH    2 0
 DL0055
 DL0055.Superseded values are not recommended for survey control.
 DL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0055.See file dsdata.txt to determine how the superseded data were derived.
 DL0055
 DL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT537462(NAD 83)
 DL0055_MARKER: DB = BENCH MARK DISK
 DL0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0055_STAMPING: HIKE
 DL0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0055+STABILITY: SURFACE MOTION
 DL0055
 DL0055  HISTORY     - Date     Condition        Report By
 DL0055  HISTORY     - UNK      MONUMENTED       ARGS
 DL0055  HISTORY     - 1935     GOOD             NGS
 DL0055  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0055
 DL0055                          STATION DESCRIPTION
 DL0055
 DL0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0055'3.0 MI N FROM FORDYCE.
 DL0055'3.0 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION ABOUT .4 MILE
 DL0055'SOUTH OF RAILWAY OVERPASS BRIDGE.  93.8 FEET NORTHEAST OF TELEPHONE
 DL0055'POLE 47-22.  42.7 FEET EAST OF CENTERLINE OF C.R.I. AND P.RY.  17.9
 DL0055'FEET WEST OF 14-INCH PINE TREE AND 12-INCH GUM TREE TOGETHER.  3.8
 DL0055'FEET WEST OF FENCE PARALLELLING RAILROAD.  TABLET SET IN PRECAST
 DL0055'CONCRETE POST.
 DL0055
 DL0055                          STATION RECOVERY (1964)
 DL0055
 DL0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2946 ***********************************************************************
 EH2946  DESIGNATION -  HILL
 EH2946  PID         -  EH2946
 EH2946  STATE/COUNTY-  AR/ARKANSAS
 EH2946  USGS QUAD   -  ETHEL (1967)
 EH2946
 EH2946                         *CURRENT SURVEY CONTROL
 EH2946  ___________________________________________________________________
 EH2946* NAD 83(1997)-  34 16 35.75585(N)    091 12 33.82712(W)     ADJUSTED  
 EH2946* NAVD 88     -        57.35   (+/-2cm)     188.2    (feet)  VERTCON   
 EH2946  ___________________________________________________________________
 EH2946  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 EH2946  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH2946
 EH2946  HORZ ORDER  -  SECOND
 EH2946  VERT ORDER  -  THIRD ? (See Below)
 EH2946
 EH2946.The horizontal coordinates were established by classical geodetic methods
 EH2946.and adjusted by the National Geodetic Survey in September 1999..
 EH2946
 EH2946.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2946.The vertical order pertains to the NGVD 29 superseded value.
 EH2946
 EH2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2946
 EH2946.The geoid height was determined by GEOID03.
 EH2946
 EH2946;                    North         East     Units Scale Factor Converg.
 EH2946;SPC AR S     -   578,843.168   472,796.142   MT  0.99992737   +0 26 33.0
 EH2946;SPC AR S     - 1,899,087.96  1,551,165.34   sFT  0.99992737   +0 26 33.0
 EH2946;UTM  15      - 3,794,276.250   664,830.361   MT  0.99993491   +1 00 31.2
 EH2946
 EH2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2946!SPC AR S     -   0.99999517  x   0.99992737  =   0.99992254
 EH2946!UTM  15      -   0.99999517  x   0.99993491  =   0.99993008
 EH2946
 EH2946|---------------------------------------------------------------------|
 EH2946| PID    Reference Object                     Distance      Geod. Az  |
 EH2946|                                                           dddmmss.s |
 EH2946| CY6208 HILL RM 1                            44.205 METERS 09601     |
 EH2946| CY6209 HILL RM 2                            34.613 METERS 19030     |
 EH2946| CY6207 HILL AZ MK                                         3555403.5 |
 EH2946|---------------------------------------------------------------------|
 EH2946
 EH2946                          SUPERSEDED SURVEY CONTROL
 EH2946
 EH2946  NAD 83(1986)-  34 16 35.76357(N)    091 12 33.82255(W) AD(       ) 2
 EH2946  NAD 27      -  34 16 35.39891(N)    091 12 33.39801(W) AD(       ) 2
 EH2946  NGVD 29 (07/19/86)   57.40   (m)          188.3    (f) LEVELING    3  
 EH2946
 EH2946.Superseded values are not recommended for survey control.
 EH2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2946.See file dsdata.txt to determine how the superseded data were derived.
 EH2946
 EH2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6483094276(NAD 83)
 EH2946_MARKER: DS = TRIANGULATION STATION DISK
 EH2946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2946
 EH2946  HISTORY     - Date     Condition        Report By
 EH2946  HISTORY     - 1965     MONUMENTED       CGS
 EH2946
 EH2946                          STATION DESCRIPTION
 EH2946
 EH2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2946'THE STATION IS 7 MILES SOUTH AND 4-1/2 MILES WEST OF ST.
 EH2946'CHARLES, 7-1/2 MILES EAST AND 1 MILE SOUTH OF DE WITT, AND
 EH2946'ON PROPERTY OWNED BY THE HILL CHAPEL.
 EH2946'
 EH2946'TO REACH THE STATION FROM THE POST OFFICE IN ST. CHARLES,
 EH2946'GO WESTERLY ON STATE ROUTE 1 FOR 1.45 MILES TO THE JUNCTION
 EH2946'WITH STATE ROUTE 17.  CONTINUE WEST ON ROUTE 1 FOR 2.8 MILES
 EH2946'TO THE JUNCTION WITH STATE ROUTE 153.  BEAR LEFT AND GO SOUTH
 EH2946'ON ROUTE 1 FOR 3.15 MILES TO A CROSSROAD AND WHERE ROUTE 1
 EH2946'TURNS RIGHT.  CONTINUE AHEAD GOING SOUTH ON A GRAVEL ROAD
 EH2946'FOR 2.1 MILES TO A JOG OF THE ROAD.  CONTINUE SOUTH ON THE
 EH2946'GRAVEL ROAD FOR 1.25 MILES TO A DRIVEWAY AND THE AZIMUTH MARK
 EH2946'ON THE RIGHT.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.2
 EH2946'MILE TO THE HILL CHAPEL AND THE STATION ON THE LEFT.
 EH2946'
 EH2946'STATION MARKS ARE STANDARD DISKS STAMPED HILL 1965.  THE SURFACE
 EH2946'DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH2946'OF THE GROUND.  IT IS 146 FEET WEST OF A FENCE, 67 FEET EAST
 EH2946'OF THE CENTER OF A GRAVEL ROAD, 42 FEET NORTHEAST OF A 30
 EH2946'INCH IN DIAMETER OAK TREE, AND 35 FEET NORTH OF THE NORTHWEST
 EH2946'CORNER OF THE CHAPEL.  THE UNDERGROUND DISK IS SET IN AN
 EH2946'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 EH2946'THE GROUND.
 EH2946'
 EH2946'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HILL NO 1 1965,
 EH2946'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH2946'IT IS 87 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHAPEL,
 EH2946'73 FEET NORTH OF A FENCE CORNER POST, AND 1 FOOT WEST OF THE
 EH2946'FENCE.
 EH2946'
 EH2946'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HILL NO 2 1965,
 EH2946'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH2946'IT IS 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHAPEL,
 EH2946'50 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 28 FEET EAST
 EH2946'OF A FENCE CORNER, AND 1 FOOT NORTHWEST OF A METAL WITNESS
 EH2946'POST SET IN A FENCE.
 EH2946'
 EH2946'AZIMUTH MARK, A STANDARD DISK STAMPED HILL 1965, IS SET
 EH2946'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 EH2946'43 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 9 FEET NORTH OF
 EH2946'THE CENTER OF A DRIVEWAY, 2.4 FEET WEST OF A METAL WITNESS
 EH2946'POST, AND 1.3 FEET SOUTH OF A FENCE.
 EH2946'
 EH2946'NOTE- REFERENCE MARKS MEASURED WITH 300 FOOT TAPE PULLING 7
 EH2946'KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1566 ***********************************************************************
 DL1566  DESIGNATION -  HILL
 DL1566  PID         -  DL1566
 DL1566  STATE/COUNTY-  AR/HEMPSTEAD
 DL1566  USGS QUAD   -  SPRING HILL (1975)
 DL1566
 DL1566                         *CURRENT SURVEY CONTROL
 DL1566  ___________________________________________________________________
 DL1566* NAD 83(1997)-  33 33 48.61228(N)    093 40 16.99750(W)     ADJUSTED  
 DL1566* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 DL1566  ___________________________________________________________________
 DL1566  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DL1566  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL1566
 DL1566  HORZ ORDER  -  THIRD
 DL1566
 DL1566.The horizontal coordinates were established by classical geodetic methods
 DL1566.and adjusted by the National Geodetic Survey in September 1999..
 DL1566
 DL1566.The orthometric height was scaled from a topographic map.
 DL1566
 DL1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1566
 DL1566.The geoid height was determined by GEOID03.
 DL1566
 DL1566;                    North         East     Units Scale Factor Converg.
 DL1566;SPC AR S     -   500,737.472   244,818.196   MT  0.99995202   -0 56 07.7
 DL1566;SPC AR S     - 1,642,836.19    803,207.70   sFT  0.99995202   -0 56 07.7
 DL1566;UTM  15      - 3,713,961.681   437,682.871   MT  0.99964788   -0 22 16.3
 DL1566
 DL1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1566!SPC AR S     -   0.99998320  x   0.99995202  =   0.99993522
 DL1566!UTM  15      -   0.99998320  x   0.99964788  =   0.99963108
 DL1566
 DL1566|---------------------------------------------------------------------|
 DL1566| PID    Reference Object                     Distance      Geod. Az  |
 DL1566|                                                           dddmmss.s |
 DL1566| CX6474 HILL RM 1                            25.771 METERS 15427     |
 DL1566| DL1513 ARKANSAS FORESTRY LOOKOUT TOWER 9 6 APPROX. 7.6 KM 1811458.6 |
 DL1566| CX6473 HILL AZ MK                                         2010035.7 |
 DL1566| CX6475 HILL RM 2                            19.104 METERS 27042     |
 DL1566|---------------------------------------------------------------------|
 DL1566
 DL1566                          SUPERSEDED SURVEY CONTROL
 DL1566
 DL1566  NAD 83(1997)-  33 33 48.61934(N)    093 40 16.99059(W) AD(       ) 3
 DL1566  NAD 83(1986)-  33 33 48.62175(N)    093 40 16.98561(W) AD(       ) 3
 DL1566  NAD 27      -  33 33 48.19500(N)    093 40 16.33700(W) AD(       ) 3
 DL1566
 DL1566.Superseded values are not recommended for survey control.
 DL1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1566.See file dsdata.txt to determine how the superseded data were derived.
 DL1566
 DL1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3768313962(NAD 83)
 DL1566_MARKER: DS = TRIANGULATION STATION DISK
 DL1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1566_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1566
 DL1566  HISTORY     - Date     Condition        Report By
 DL1566  HISTORY     - 1951     MONUMENTED       CGS
 DL1566  HISTORY     - 1963     GOOD             CGS
 DL1566  HISTORY     - 1968     GOOD             CGS
 DL1566
 DL1566                          STATION DESCRIPTION
 DL1566
 DL1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1566'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHWEST OF HOPE,
 DL1566'2 MILES SOUTHWEST OF THE SMALL VILLAGE OF SPRINGHILL, AND
 DL1566'ON THE ROAD RIGHT-OF-WAY.  IT IS 38 FEET WEST OF THE APPROXIMATE
 DL1566'CENTER OF THE GRAVELED ROAD, 15 FEET SOUTH OF A FENCE CORNER,
 DL1566'AND 6 FEET SOUTHEAST OF A WITNESS POST.
 DL1566'
 DL1566'THE MARK PROJECTS 3 INCHES, AND IS STAMPED HILL 1951.
 DL1566'
 DL1566'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 DL1566'AND STATE HIGHWAY 29 IN HOPE, GO SOUTH ON STATE HIGHWAY 29
 DL1566'FOR 6.7 MILES TO CROSSROADS.  TURN RIGHT ON GRAVELED ROAD
 DL1566'AND GO 2.5 MILES TO THE SMALL VILLAGE OF SPRINGHILL.  CONTINUE
 DL1566'ON IN A SOUTHERLY DIRECTION FOR 0.5 MILES TO A THREE WAY
 DL1566'FORK.  KEEP MIDDLE FORK AND GO 1.7 MILES TO THE SUMMIT OF
 DL1566'HILL AND STATION ON THE RIGHT.
 DL1566'
 DL1566'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 DL1566'GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT
 DL1566'AS DESCRIBED BELOW.
 DL1566'
 DL1566'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE APPROXIMATE
 DL1566'CENTER OF THE GRAVELED ROAD, AND 6 INCHES WEST OF A FENCE
 DL1566'LINE.  THE MARK PROJECTS 3 INCHES, AND IS STAMPED HILL NO 1
 DL1566'1951.
 DL1566'
 DL1566'REFERENCE MARK NO. 2 IS 58 FEET NORTHEAST OF THE NORTHEAST
 DL1566'CORNER OF AN OLD ABANDON FARM HOUSE, AND 1 FOOT EAST OF A
 DL1566'FENCE LINE.  THE MARK PROJECTS 2 INCHES, AND IS STAMPED
 DL1566'HILL NO 2 1951.
 DL1566'
 DL1566'THE AZIMUTH MARK IS 24 FEET WEST OF THE APPROXIMATE CENTER
 DL1566'OF A GRAVELED ROAD, AND 1 FOOT EAST OF A FENCE LINE.  THE
 DL1566'MARK PROJECTS 3 INCHES, AND IS STAMPED HILL 1951.
 DL1566'
 DL1566'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DL1566'CONCRETE CYLINDERS.
 DL1566'
 DL1566'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DL1566
 DL1566                          STATION RECOVERY (1963)
 DL1566
 DL1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1566'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 DL1566'IN GOOD CONDITION.
 DL1566'
 DL1566'THE AZIMUTH MARK IS 0.65 MILE SOUTHWEST OF THE STATION, ON
 DL1566'THE WEST SIDE OF THE ROAD AND IS 7 FEET NORTH OF A 6-INCH
 DL1566'TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE.
 DL1566'
 DL1566'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1566'FOR RECOVERY.
 DL1566
 DL1566                          STATION RECOVERY (1968)
 DL1566
 DL1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DL1566'THE STATION WAS VISITED 5-7-68 AND STATION MARK AND R.M.
 DL1566'NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 DL1566'AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 DL1566'THE ARKANSAS FOREST LOOKOUT TOWER HAS BEEN MOVED TO A NEW
 DL1566'LOCATION.  SLOPE MEASUREMENTS CHECKED THE 1951 MEASUREMENTS.
 DL1566'A NEW DESCRIPTION FOLLOWS--
 DL1566'
 DL1566'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHWEST OF HOPE,
 DL1566'AND 2 MILES SOUTHWEST OF THE VILLAGE OF SPRINGHILL, ON THE
 DL1566'RIGHT OF WAY OF A COUNTY ROAD, 0.7 MILE NORTH OF THE ANDERSON
 DL1566'BAPTIST CHURCH AND CEMETERY AND 0.1 MILE NORTH OF A CROSSROAD.
 DL1566'IT IS 38 FEET WEST OF THE CENTERLINE OF A BLACK TOP ROAD,
 DL1566'16.5 FEET NORTH OF THE NORTH GATE POST OF A WIRE GATE, 103
 DL1566'FEET EAST-NORTHEAST OF A 3-FOOT TREE, 88 FEET EAST OF A
 DL1566'LONE PINE TREE, 2 FEET EAST OF FENCE, 1 FOOT WEST OF A METAL
 DL1566'WITNESS POST.  IT IS A TRIANGULATION STATION DISK STAMPED
 DL1566'HILL 1951, PROJECTS 2-INCHES.
 DL1566'
 DL1566'REFERENCE MARK NO. 1 IS 84.55 FEET SOUTHEAST OF STATION, 33
 DL1566'FEET EAST OF THE CENTERLINE OF ROAD, 7 FEET WEST OF A
 DL1566'RIGHT-OF-WAY FENCE LINE, 100 FEET EAST-NORTHEAST OF A 3-FOOT OAK
 DL1566'TREE, 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A REFERENCE
 DL1566'MARK DISK STAMPED HILL NO 1 1951, PROJECTS 4-INCHES.
 DL1566'
 DL1566'REFERENCE MARK NO. 2 IS 62.68 FEET WEST-SOUTHWEST OF STATION,
 DL1566'92 FEET WEST OF THE CENTERLINE OF ROAD, 43 FEET SOUTHWEST
 DL1566'OF A 2 FOOT PINE TREE AT SOUTHWEST CORNER OF A CORRAL, 54
 DL1566'FEET WEST OF NORTH GATE PAST OF A WIRE GATE.  IT IS A REFERENCE
 DL1566'MARK DISK STAMPED HILL NO 2 1951, PROJECTS 4-INCHES.
 DL1566'
 DL1566'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 DL1566'HIGHWAY 29 IN HOPE, GO SOUTH ON STATE HIGHWAY 29 FOR 6.7 MILES
 DL1566'TO A CROSSROADS, TURN RIGHT AND GO WEST 2.5 MILES TO THE
 DL1566'VILLAGE OF SPRINGHILL, CONTINUE SOUTH ON STATE HIGHWAY 355 FOR
 DL1566'2.2 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2998 ***********************************************************************
 AE2998  CBN         -  This is a Cooperative Base Network Control Station.
 AE2998  DESIGNATION -  HILL
 AE2998  PID         -  AE2998
 AE2998  STATE/COUNTY-  AR/PULASKI
 AE2998  USGS QUAD   -  OLMSTEAD (1988)
 AE2998
 AE2998                         *CURRENT SURVEY CONTROL
 AE2998  ___________________________________________________________________
 AE2998* NAD 83(1997)-  34 54 29.43355(N)    092 08 17.84757(W)     ADJUSTED  
 AE2998* NAVD 88     -       116.3    (meters)     382.     (feet)  GPS OBS   
 AE2998  ___________________________________________________________________
 AE2998  X           -    -195,375.853 (meters)                     COMP
 AE2998  Y           -  -5,232,690.152 (meters)                     COMP
 AE2998  Z           -   3,629,568.648 (meters)                     COMP
 AE2998  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AE2998  ELLIP HEIGHT-          89.23  (meters)          (09/21/01) GPS OBS
 AE2998  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AE2998
 AE2998  HORZ ORDER  -  B
 AE2998  ELLP ORDER  -  FOURTH    CLASS II
 AE2998
 AE2998.The horizontal coordinates were established by GPS observations
 AE2998.and adjusted by the National Geodetic Survey in September 1997..
 AE2998
 AE2998.The orthometric height was determined by GPS observations and a
 AE2998.high-resolution geoid model.
 AE2998
 AE2998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2998
 AE2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2998
 AE2998.The ellipsoidal height was determined by GPS observations
 AE2998.and is referenced to NAD 83.
 AE2998
 AE2998.The geoid height was determined by GEOID03.
 AE2998
 AE2998;                    North         East     Units Scale Factor Converg.
 AE2998;SPC AR S     -   648,631.391   387,361.148   MT  1.00003463   -0 04 38.6
 AE2998;SPC AR S     - 2,128,051.49  1,270,867.37   sFT  1.00003463   -0 04 38.6
 AE2998;UTM  15      - 3,863,198.985   578,721.146   MT  0.99967638   +0 29 35.3
 AE2998
 AE2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2998!SPC AR S     -   0.99998599  x   1.00003463  =   1.00002062
 AE2998!UTM  15      -   0.99998599  x   0.99967638  =   0.99966238
 AE2998
 AE2998                          SUPERSEDED SURVEY CONTROL
 AE2998
 AE2998  ELLIP H (09/19/97)   89.21   (m)                       GP(       ) 4 1
 AE2998
 AE2998.Superseded values are not recommended for survey control.
 AE2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2998.See file dsdata.txt to determine how the superseded data were derived.
 AE2998
 AE2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7872163199(NAD 83)
 AE2998_MARKER: DD = SURVEY DISK
 AE2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2998_STAMPING: HILL 1978 DMATC/GSS
 AE2998_MARK LOGO: DMA   
 AE2998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2998+STABILITY: SURFACE MOTION
 AE2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2998+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 AE2998
 AE2998  HISTORY     - Date     Condition        Report By
 AE2998  HISTORY     - 1978     MONUMENTED       DMA
 AE2998  HISTORY     - 19970414 GOOD             NGS
 AE2998  HISTORY     - 20020624 GOOD             USACE
 AE2998
 AE2998                          STATION DESCRIPTION
 AE2998
 AE2998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE2998'THE STATION IS LOCATED ON A SMALL RIDGE ON LITTLE ROCK AIR FORCE BASE,
 AE2998'NEAR JACKSONVILLE.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AE2998'HIGHWAY 67/167 AND VANDENBERG BOULEVARD, GO WEST AND NORTHWESTERLY ON
 AE2998'VANDENBERG BOULEVARD FOR 1.8 MI (2.9 KM) TO A SIDE ROAD RIGHT, THOMAS
 AE2998'AVENUE.  TURN RIGHT AND GO NORTH ON THOMAS AVENUE FOR 0.9 MI (1.4 KM)
 AE2998'TO A SIDE ROAD, THIRD STREET.  TURN RIGHT AND GO EAST ON THIRD STREET
 AE2998'FOR 0.15 MI (0.24 KM) TO A LARGE LONE OAK TREE AND THE STATION ON THE
 AE2998'LEFT SIDE OF THE ROAD.  THE STATION IS FLUSH WITH THE GROUND.  LOCATED
 AE2998'84.5 M (277.2 FT) SOUTH-SOUTHWEST FROM THE LARGE LONE OAK TREE, 53.5 M
 AE2998'(175.5 FT) SOUTH OF THE SOUTH EDGE OF THIRD STREET, 1.0 M (3.3 FT)
 AE2998'EAST OF A LARGE ROCK FORMATION AND 2.0 M (6.6 FT) WEST OF A SECOND
 AE2998'ROCK FORMATION.
 AE2998
 AE2998                          STATION RECOVERY (2002)
 AE2998
 AE2998'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (SCC)
 AE2998'IN 1978 DMATC/GEODETIC SURVEY SQUADRON REPORTS AN ELEVATION OF 116.357
 AE2998'METERS  MSL 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1348 ***********************************************************************
 DL1348  DESIGNATION -  HILLSBORO
 DL1348  PID         -  DL1348
 DL1348  STATE/COUNTY-  AR/UNION
 DL1348  USGS QUAD   -  EL DORADO EAST (1981)
 DL1348
 DL1348                         *CURRENT SURVEY CONTROL
 DL1348  ___________________________________________________________________
 DL1348* NAD 83(1997)-  33 08 42.38961(N)    092 31 03.04587(W)     ADJUSTED  
 DL1348* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 DL1348  ___________________________________________________________________
 DL1348  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DL1348  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL1348
 DL1348  HORZ ORDER  -  SECOND
 DL1348
 DL1348.The horizontal coordinates were established by classical geodetic methods
 DL1348.and adjusted by the National Geodetic Survey in September 1999..
 DL1348
 DL1348.The orthometric height was scaled from a topographic map.
 DL1348
 DL1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1348
 DL1348.The geoid height was determined by GEOID03.
 DL1348
 DL1348;                    North         East     Units Scale Factor Converg.
 DL1348;SPC AR S     -   453,188.577   351,714.467   MT  1.00003795   -0 17 22.7
 DL1348;SPC AR S     - 1,486,836.19  1,153,916.55   sFT  1.00003795   -0 17 22.7
 DL1348;UTM  15      - 3,667,477.436   544,998.240   MT  0.99962496   +0 15 49.7
 DL1348
 DL1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1348!SPC AR S     -   0.99999126  x   1.00003795  =   1.00002921
 DL1348!UTM  15      -   0.99999126  x   0.99962496  =   0.99961622
 DL1348
 DL1348|---------------------------------------------------------------------|
 DL1348| PID    Reference Object                     Distance      Geod. Az  |
 DL1348|                                                           dddmmss.s |
 DL1348| CY6212 HILLSBORO RM 3                       62.624 METERS 19635     |
 DL1348| CY6210 HILLSBORO RM 1                       47.409 METERS 23847     |
 DL1348| DL1353 UPLAND                              APPROX.14.2 KM 2515529.3 |
 DL1348| CY6211 HILLSBORO RM 2                       27.005 METERS 30700     |
 DL1348|---------------------------------------------------------------------|
 DL1348
 DL1348                          SUPERSEDED SURVEY CONTROL
 DL1348
 DL1348  NAD 83(1997)-  33 08 42.39939(N)    092 31 03.03934(W) AD(       ) 2
 DL1348  NAD 83(1986)-  33 08 42.40193(N)    092 31 03.03769(W) AD(       ) 2
 DL1348  NAD 27      -  33 08 41.92500(N)    092 31 02.51000(W) AD(       ) 2
 DL1348
 DL1348.Superseded values are not recommended for survey control.
 DL1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1348.See file dsdata.txt to determine how the superseded data were derived.
 DL1348
 DL1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4499867477(NAD 83)
 DL1348_MARKER: DS = TRIANGULATION STATION DISK
 DL1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1348_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1348+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2005
 DL1348
 DL1348  HISTORY     - Date     Condition        Report By
 DL1348  HISTORY     - 1952     MONUMENTED       CGS
 DL1348  HISTORY     - 1964     GOOD             CGS
 DL1348  HISTORY     - 20051121 GOOD             ARHD
 DL1348
 DL1348                          STATION DESCRIPTION
 DL1348
 DL1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1348'THE STATION IS IN SECTION 23, R 13 W, T 17 S, ABOUT 9-1/2 MILES
 DL1348'EAST-SOUTHEAST OF EL DORADO, 9-1/2 MILES WEST-NORTHWEST OF
 DL1348'STRONG, 1 MILE NORTHWEST OF THE SETTLEMENT OF HILLSBORO, ON
 DL1348'A TIMBER COVERED HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 DL1348'VICINITY.  THE MARK IS 103 FEET NORTH OF THE CENTER OF U.S.
 DL1348'HIGHWAY 82, 51 FEET EAST OF THE CENTER OF AN ENTRANCE DRIVE,
 DL1348'23 FEET EAST OF A BLAZED 24-INCH OAK TREE, 15 FEET WEST OF A
 DL1348'14-INCH PINE TREE, 12 FEET NORTHEAST OF A 14-INCH PINE TREE
 DL1348'AND 6 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1348'
 DL1348'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL1348'STATE HIGHWAY 129 IN STRONG, GO WEST ON HIGHWAY 82 FOR 9.2 MILES
 DL1348'TO A STORE AND SERVICE STATION ON THE RIGHT, CONTINUE WEST
 DL1348'ON THE HIGHWAY 1.3 MILES TO THE STATION ON THE RIGHT.
 DL1348'
 DL1348'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1348'HILLSBORO 1952.
 DL1348'
 DL1348'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 DL1348'AND 3 FEET NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS
 DL1348'6 INCHES AND THE DISK IS STAMPED HILLSBORO NO 1 1952.
 DL1348'
 DL1348'REFERENCE MARK 2 IS 119 FEET NORTH OF THE CENTER OF THE
 DL1348'HIGHWAY AND 14 FEET SOUTH OF THE CENTER OF THE ENTRANCE DRIVE.
 DL1348'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HILLSBORO
 DL1348'NO 2 1952.
 DL1348'
 DL1348'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1348'
 DL1348'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1348
 DL1348                          STATION RECOVERY (1964)
 DL1348
 DL1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1348'THE STATION RECOVERED AND STATION AND REFERENCE MARK NO. 2
 DL1348'WERE FOUND IN GOOD CONDITION.  THE STATION IS IN SEC. 23,
 DL1348'T. 18 S., R. 14 W., 98.5 FEET NORTHEAST OF CENTERLINE OF HIGHWAY,
 DL1348'49 FEET SOUTHEAST OF CENTERLINE OF A DRIVEWAY, ABOUT 200
 DL1348'FEET SOUTHEAST OF A HOUSE, 11 FEET EAST OF AN 18-INCH PINE
 DL1348'TREE AND 1.6 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK
 DL1348'PROJECTS 3 INCHES AND THE DISK IS STAMPED HILLSBORO 1952.
 DL1348'
 DL1348'R.M. NO. 2 IS NORTHWEST OF THE STATION, ABOUT 119 FEET NORTHEAST
 DL1348'OF THE CENTERLINE OF THE HIGHWAY, 113 FEET SOUTHEAST OF
 DL1348'SOUTHEAST CORNER OF HOUSE AND 9 FEET SOUTHWEST OF THE NORTH
 DL1348'DRIVEWAY.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 DL1348'HILLSBORO NO 2 1952.
 DL1348'
 DL1348'R.M. NO. 3 IS SOUTH-SOUTHWEST OF THE STATION, 107 FEET SOUTHWEST
 DL1348'OF THE CENTERLINE OF THE HIGHWAY, 104.5 FEET SOUTHEAST OF
 DL1348'SOUTHEAST CORNER OF A HOUSE, 9 FEET NORTHEAST OF A 28-INCH
 DL1348'PINE TREE AND 1.5 FEET EAST OF A METAL WITNESS POST.  THE
 DL1348'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HILLSBORO
 DL1348'NO 3 1952.
 DL1348'
 DL1348'TO REACH THE STATION FROM EL DORADO, FROM THE JUNCTION OF U.S.
 DL1348'HIGHWAYS 82 AND 167 AND STATE HIGHWAY 7 IN EAST EDGE OF THE
 DL1348'CITY, GO SOUTHEASTERLY ON U.S. 82 FOR 7.0 MILES TO A SIDE ROAD
 DL1348'RIGHT AT A CURVE IN HIGHWAY, CONTINUE SOUTHEAST FOR 1.1 MILES
 DL1348'TO STATION ON LEFT AS DESCRIBED.
 DL1348
 DL1348                          STATION RECOVERY (2005)
 DL1348
 DL1348'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DL1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0054 ***********************************************************************
 DL0054  DESIGNATION -  HIMS
 DL0054  PID         -  DL0054
 DL0054  STATE/COUNTY-  AR/DALLAS
 DL0054  USGS QUAD   -  FORDYCE (1985)
 DL0054
 DL0054                         *CURRENT SURVEY CONTROL
 DL0054  ___________________________________________________________________
 DL0054* NAD 83(1986)-  33 49 35.     (N)    092 24 53.     (W)     SCALED    
 DL0054* NAVD 88     -        77.256  (meters)     253.46   (feet)  ADJUSTED  
 DL0054  ___________________________________________________________________
 DL0054  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL0054  DYNAMIC HT  -          77.177 (meters)     253.20  (feet)  COMP
 DL0054  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 DL0054
 DL0054  VERT ORDER  -  SECOND    CLASS 0
 DL0054
 DL0054.The horizontal coordinates were scaled from a topographic map and have
 DL0054.an estimated accuracy of +/- 6 seconds.
 DL0054
 DL0054.The orthometric height was determined by differential leveling
 DL0054.and adjusted by the National Geodetic Survey in June 1991..
 DL0054
 DL0054.The geoid height was determined by GEOID03.
 DL0054
 DL0054.The dynamic height is computed by dividing the NAVD 88
 DL0054.geopotential number by the normal gravity value computed on the
 DL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0054.degrees latitude (g = 980.6199 gals.).
 DL0054
 DL0054.The modeled gravity was interpolated from observed gravity values.
 DL0054
 DL0054;                    North         East    Units  Estimated Accuracy
 DL0054;SPC AR S     -   528,710.      361,610.      MT  (+/- 180 meters Scaled)
 DL0054
 DL0054                          SUPERSEDED SURVEY CONTROL
 DL0054
 DL0054  NGVD 29 (??/??/92)   77.307  (m)          253.63   (f) ADJ UNCH    2 0
 DL0054
 DL0054.Superseded values are not recommended for survey control.
 DL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0054.See file dsdata.txt to determine how the superseded data were derived.
 DL0054
 DL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT541430(NAD 83)
 DL0054_MARKER: DB = BENCH MARK DISK
 DL0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0054_STAMPING: HIMS
 DL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0054+STABILITY: SURFACE MOTION
 DL0054
 DL0054  HISTORY     - Date     Condition        Report By
 DL0054  HISTORY     - UNK      MONUMENTED       ARGS
 DL0054  HISTORY     - 1935     GOOD             NGS
 DL0054  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0054  HISTORY     - 20050919 MARK NOT FOUND   ARHD
 DL0054
 DL0054                          STATION DESCRIPTION
 DL0054
 DL0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0054'0.9 MI N FROM FORDYCE.
 DL0054'0.9 MILE NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  POST SET ON
 DL0054'MOUND FOR RAILWAY SECTION CAR SIDE TRACK.  ABOUT 110 FEET NORTHEAST OF
 DL0054'NORTHEAST CORNER OF TENNANT HOUSE.  50.6 FEET EAST OF NORTHEAST CORNER
 DL0054'OF GARDEN FENCE.  37.6 FEET SOUTHEAST OF TELEPHONE POLE 49-22. 34.2
 DL0054'FEET EAST OF R/W FENCE.  15.6 FEET WEST OF CENTERLINE OF C.R.I. AND P.
 DL0054'RY. .8 FEET BELOW SURFACE OF GROUND.  TABLET SET IN PRECAST CONCRETE
 DL0054'POST.
 DL0054
 DL0054                          STATION RECOVERY (1966)
 DL0054
 DL0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DL0054'MARK NOT FOUND.
 DL0054
 DL0054                          STATION RECOVERY (2005)
 DL0054
 DL0054'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0862 ***********************************************************************
 GF0862  DESIGNATION -  HINDSVILLE
 GF0862  PID         -  GF0862
 GF0862  STATE/COUNTY-  AR/MADISON
 GF0862  USGS QUAD   -  HINDSVILLE (1976)
 GF0862
 GF0862                         *CURRENT SURVEY CONTROL
 GF0862  ___________________________________________________________________
 GF0862* NAD 83(1997)-  36 09 33.59085(N)    093 51 44.83491(W)     ADJUSTED  
 GF0862* NAVD 88     -       444.7    (meters)    1459.     (feet)  VERTCON   
 GF0862  ___________________________________________________________________
 GF0862  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GF0862  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0862
 GF0862  HORZ ORDER  -  FIRST
 GF0862
 GF0862.The horizontal coordinates were established by classical geodetic methods
 GF0862.and adjusted by the National Geodetic Survey in September 1999..
 GF0862
 GF0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0862
 GF0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0862
 GF0862.The geoid height was determined by GEOID03.
 GF0862
 GF0862;                    North         East     Units Scale Factor Converg.
 GF0862;SPC AR N     -   204,169.441   232,425.009   MT  0.99998621   -1 05 01.5
 GF0862;SPC AR N     -   669,845.91    762,547.72   sFT  0.99998621   -1 05 01.5
 GF0862;UTM  15      - 4,001,965.312   422,424.820   MT  0.99967415   -0 30 32.0
 GF0862
 GF0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0862!SPC AR N     -   0.99993459  x   0.99998621  =   0.99992080
 GF0862!UTM  15      -   0.99993459  x   0.99967415  =   0.99960876
 GF0862
 GF0862|---------------------------------------------------------------------|
 GF0862| PID    Reference Object                     Distance      Geod. Az  |
 GF0862|                                                           dddmmss.s |
 GF0862| CI1626 HINDSVILLE RM 2                       7.404 METERS 18435     |
 GF0862| GG0623 FAYETTEVILLE TV STA KGTO MAST       APPROX.25.5 KM 2314044.9 |
 GF0862| CI1624 HINDSVILLE AZ MK                                   2851551.1 |
 GF0862| CI1625 HINDSVILLE RM 1                       6.581 METERS 35602     |
 GF0862|---------------------------------------------------------------------|
 GF0862
 GF0862                          SUPERSEDED SURVEY CONTROL
 GF0862
 GF0862  NAD 83(1997)-  36 09 33.60212(N)    093 51 44.83523(W) AD(       ) 1
 GF0862  NAD 83(1986)-  36 09 33.60151(N)    093 51 44.83540(W) AD(       ) 1
 GF0862  NAD 27      -  36 09 33.32406(N)    093 51 44.13318(W) AD(       ) 1
 GF0862  NGVD 29 (07/19/86)  444.6    (m)         1459.     (f) VERT ANG       
 GF0862
 GF0862.Superseded values are not recommended for survey control.
 GF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0862.See file dsdata.txt to determine how the superseded data were derived.
 GF0862
 GF0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2242501965(NAD 83)
 GF0862_MARKER: DS = TRIANGULATION STATION DISK
 GF0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0862
 GF0862  HISTORY     - Date     Condition        Report By
 GF0862  HISTORY     - 1971     MONUMENTED       NGS
 GF0862  HISTORY     - 1987     GOOD             USPSQD
 GF0862  HISTORY     - 1988     GOOD             USPSQD
 GF0862  HISTORY     - 20050226 POOR             GEOCAC
 GF0862
 GF0862                          STATION DESCRIPTION
 GF0862
 GF0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0862'THE STATION IS LOCATED ABOUT 4-3/4 MILES NORTH AND 7 MILES WEST OF
 GF0862'HUNTSVILLE, 2 MILES SOUTH AND 8 MILES WEST OF FORUM, 1 MILE NORTH OF
 GF0862'THE CENTER OF HINDSVILLE, IN THE NORTHWEST 1/4 OF SECTION 9 R 27 W,
 GF0862'T 17 N AND ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 GF0862'
 GF0862'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68, 45 AND
 GF0862'295 SOUTH IN THE CENTER OF THE SMALL TOWN OF HINDSVILLE, GO NORTH ON
 GF0862'STATE HIGHWAY 68 AND 45 FOR 1.1 MILES TO THE STATION ON LEFT.
 GF0862'
 GF0862'STATION MARK DISKS ARE STANDARD DISKS STAMPED HINDSVILLE 1971.  THE
 GF0862'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 GF0862'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET
 GF0862'WEST OF THE CENTER OF STATE HIGHWAY 68 AND 45, 4 FEET NORTHEAST OF
 GF0862'A METAL WITNESS POST AND 3 FEET EAST OF A FENCE.  THE UNDERGROUND
 GF0862'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32-INCHES BELOW THE
 GF0862'GROUND SURFACE.
 GF0862'
 GF0862'REFERENCE MARK 1, A STANDARD DISK STAMPED HINDSVILLE NO 1 1971, IS
 GF0862'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GF0862'SET FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET WEST OF THE
 GF0862'CENTER OF STATE HIGHWAY 68 AND 45, 24.7 FEET NORTH OF THE METAL
 GF0862'WITNESS POST, 1.5 FEET EAST OF THE FENCE AND THE MARK IS ABOUT
 GF0862'THE SAME ELEVATION AS THE STATION MARK.
 GF0862'
 GF0862'REFERENCE MARK 2, A STANDARD DISK STAMPED HINDSVILLE NO 2 1971, IS
 GF0862'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GF0862'SET FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET WEST OF THE CENTER
 GF0862'OF STATE HIGHWAY 68 AND 45, 21 FEET SOUTH OF THE METAL WITNESS
 GF0862'POST, 1.5 FEET EAST OF THE FENCE AND THE MARK IS ABOUT THE SAME
 GF0862'ELEVATION AS THE STATION MARK.
 GF0862'
 GF0862'AZIMUTH MARK, A STANDARD DISK STAMPED HINDSVILLE 1971, IS SET IN
 GF0862'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 GF0862'WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTH OF THE CENTER OF
 GF0862'STATE HIGHWAY 68, 12 FEET EAST OF A GRADED ROAD AND 2 FEET SOUTH OF
 GF0862'A FENCE CORNER AND A METAL WITNESS POST.
 GF0862'
 GF0862'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 GF0862'68 AND 45 FOR 0.05 MILE TO WHERE HIGHWAY FORKS.  TURN LEFT AND GO
 GF0862'WEST ON STATE HIGHWAY 68 FOR 0.8 MILE TO THE MARK LEFT AT SIDE ROAD
 GF0862'LEFT.
 GF0862'
 GF0862'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GF0862
 GF0862                          STATION RECOVERY (1987)
 GF0862
 GF0862'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0862'RECOVERED IN GOOD CONDITION.
 GF0862
 GF0862                          STATION RECOVERY (1988)
 GF0862
 GF0862'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0862'RECOVERED IN GOOD CONDITION.
 GF0862
 GF0862                          STATION RECOVERY (2005)
 GF0862
 GF0862'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0862'IT WAS RATHER EASY TO FIND THE AREA, BUT LOOKS LIKE SOMEONE HAS
 GF0862'REMOVED THE STATION DISC. I EASILY LOCATED REFERENCE MARKS 1 AND 2,
 GF0862'BUT WHEN I GOT TO WHERE THE STATION MARK SHOULD BE IT WAS MISSING. IT
 GF0862'LOOKS LIKE PART OF THE CONCRETE IS STILL THERE BUT THE REST OF IT WAS
 GF0862'REMOVED, EITHER ON PURPOSE OR NOT. I WILL CHECK AGAIN DURING THE
 GF0862'DAYLIGHT TO VERIFY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0053 ***********************************************************************
 DL0053  DESIGNATION -  HING
 DL0053  PID         -  DL0053
 DL0053  STATE/COUNTY-  AR/DALLAS
 DL0053  USGS QUAD   -  FORDYCE (1985)
 DL0053
 DL0053                         *CURRENT SURVEY CONTROL
 DL0053  ___________________________________________________________________
 DL0053* NAD 83(1986)-  33 49 02.     (N)    092 24 47.     (W)     SCALED    
 DL0053* NAVD 88     -        79.162  (meters)     259.72   (feet)  ADJUSTED  
 DL0053  ___________________________________________________________________
 DL0053  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0053  DYNAMIC HT  -          79.081 (meters)     259.45  (feet)  COMP
 DL0053  MODELED GRAV-     979,615.0   (mgal)                       NAVD 88
 DL0053
 DL0053  VERT ORDER  -  SECOND    CLASS 0
 DL0053
 DL0053.The horizontal coordinates were scaled from a topographic map and have
 DL0053.an estimated accuracy of +/- 6 seconds.
 DL0053
 DL0053.The orthometric height was determined by differential leveling
 DL0053.and adjusted by the National Geodetic Survey in June 1991..
 DL0053
 DL0053.The geoid height was determined by GEOID03.
 DL0053
 DL0053.The dynamic height is computed by dividing the NAVD 88
 DL0053.geopotential number by the normal gravity value computed on the
 DL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0053.degrees latitude (g = 980.6199 gals.).
 DL0053
 DL0053.The modeled gravity was interpolated from observed gravity values.
 DL0053
 DL0053;                    North         East    Units  Estimated Accuracy
 DL0053;SPC AR S     -   527,690.      361,760.      MT  (+/- 180 meters Scaled)
 DL0053
 DL0053                          SUPERSEDED SURVEY CONTROL
 DL0053
 DL0053  NGVD 29 (??/??/92)   79.212  (m)          259.88   (f) ADJ UNCH    2 0
 DL0053
 DL0053.Superseded values are not recommended for survey control.
 DL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0053.See file dsdata.txt to determine how the superseded data were derived.
 DL0053
 DL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT543420(NAD 83)
 DL0053_MARKER: DB = BENCH MARK DISK
 DL0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0053+STABILITY: SURFACE MOTION
 DL0053
 DL0053  HISTORY     - Date     Condition        Report By
 DL0053  HISTORY     - UNK      MONUMENTED       ARGS
 DL0053  HISTORY     - 1935     GOOD             NGS
 DL0053  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0053  HISTORY     - 20060413 MARK NOT FOUND   ARHD
 DL0053
 DL0053                          STATION DESCRIPTION
 DL0053
 DL0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0053'IN FORDYCE.
 DL0053'MARK SET IN Y OF RAILROAD.  ABOUT .3 MILE NORTH OF CHICAGO, ROCK
 DL0053'ISLAND AND PACIFIC R.R. STATION.  39.1 FEET WEST OF CENTERLINE OF
 DL0053'C.R.I. AND P.RY. MAIN TRACK.  14.1 FT. EAST OF CENTERLINE OF SPUR
 DL0053'TRACK LEADING TO FORDYCE LUMBER MILL.  3 FEET NORTHWEST OF NORTHWEST
 DL0053'CORNER OF RY. TOOL HOUSE.  TABLET SET IN PRECAST CONCRETE POST.
 DL0053
 DL0053                          STATION RECOVERY (1966)
 DL0053
 DL0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DL0053'MARK NOT FOUND.
 DL0053
 DL0053                          STATION RECOVERY (2006)
 DL0053
 DL0053'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MSK)
 DL0053'MARK NOT FOUND. EARTHWORK HAD BEEN DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0051 ***********************************************************************
 DL0051  DESIGNATION -  HINS
 DL0051  PID         -  DL0051
 DL0051  STATE/COUNTY-  AR/DALLAS
 DL0051  USGS QUAD   -  FORDYCE (1985)
 DL0051
 DL0051                         *CURRENT SURVEY CONTROL
 DL0051  ___________________________________________________________________
 DL0051* NAD 83(1997)-  33 48 44.90661(N)    092 24 31.66790(W)     ADJUSTED  
 DL0051* NAVD 88     -        82.876  (meters)     271.90   (feet)  ADJUSTED  
 DL0051  ___________________________________________________________________
 DL0051  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DL0051  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0051  DYNAMIC HT  -          82.791 (meters)     271.62  (feet)  COMP
 DL0051  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 DL0051
 DL0051  HORZ ORDER  -  FIRST
 DL0051  VERT ORDER  -  SECOND    CLASS 0
 DL0051
 DL0051.The horizontal coordinates were established by classical geodetic methods
 DL0051.and adjusted by the National Geodetic Survey in September 1999..
 DL0051
 DL0051.The orthometric height was determined by differential leveling
 DL0051.and adjusted by the National Geodetic Survey in June 1991..
 DL0051
 DL0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0051
 DL0051.The geoid height was determined by GEOID03.
 DL0051
 DL0051.The dynamic height is computed by dividing the NAVD 88
 DL0051.geopotential number by the normal gravity value computed on the
 DL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0051.degrees latitude (g = 980.6199 gals.).
 DL0051
 DL0051.The modeled gravity was interpolated from observed gravity values.
 DL0051
 DL0051;                    North         East     Units Scale Factor Converg.
 DL0051;SPC AR S     -   527,159.484   362,153.527   MT  0.99992593   -0 13 43.7
 DL0051;SPC AR S     - 1,729,522.41  1,188,165.36   sFT  0.99992593   -0 13 43.7
 DL0051;UTM  15      - 3,741,520.884   554,716.401   MT  0.99963691   +0 19 44.4
 DL0051
 DL0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0051!SPC AR S     -   0.99999108  x   0.99992593  =   0.99991701
 DL0051!UTM  15      -   0.99999108  x   0.99963691  =   0.99962800
 DL0051
 DL0051|---------------------------------------------------------------------|
 DL0051| PID    Reference Object                     Distance      Geod. Az  |
 DL0051|                                                           dddmmss.s |
 DL0051| CY6214 HINS RM 1                            39.657 METERS 05240     |
 DL0051| CY6213 HINS AZ MK                                         1482550.3 |
 DL0051| CY6215 HINS RM 2                            38.109 METERS 17928     |
 DL0051| DL1289 FORDYCE ARK PWR AND LT CO TANK      APPROX. 0.8 KM 2300530.6 |
 DL0051| DL1293 FORDYCE DALLAS CO CTHSE DOME        478.205 METERS 2700400.7 |
 DL0051| DL1299 FORDYCE LUMBER CO W TANK            APPROX. 1.2 KM 2971539.4 |
 DL0051| DL1298 FORDYCE LUMBER CO E TANK            APPROX. 1.1 KM 3013707.5 |
 DL0051|---------------------------------------------------------------------|
 DL0051
 DL0051                          SUPERSEDED SURVEY CONTROL
 DL0051
 DL0051  NAD 83(1997)-  33 48 44.91659(N)    092 24 31.65951(W) AD(       ) 1
 DL0051  NAD 83(1986)-  33 48 44.91729(N)    092 24 31.66052(W) AD(       ) 1
 DL0051  NAD 27      -  33 48 44.54000(N)    092 24 31.10900(W) AD(       ) 1
 DL0051  NGVD 29 (??/??/92)   82.927  (m)          272.07   (f) ADJ UNCH    2 0
 DL0051
 DL0051.Superseded values are not recommended for survey control.
 DL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0051.See file dsdata.txt to determine how the superseded data were derived.
 DL0051
 DL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5471641521(NAD 83)
 DL0051_MARKER: DB = BENCH MARK DISK
 DL0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0051_STAMPING: HINS 1934
 DL0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0051+STABILITY: SURFACE MOTION
 DL0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0051+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 DL0051
 DL0051  HISTORY     - Date     Condition        Report By
 DL0051  HISTORY     - 1934     MONUMENTED       ARGS
 DL0051  HISTORY     - 1942     GOOD             ARGS
 DL0051  HISTORY     - 1964     GOOD             NGS
 DL0051  HISTORY     - 20060413 GOOD             ARHD
 DL0051
 DL0051                          STATION DESCRIPTION
 DL0051
 DL0051'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 DL0051'IN FORDYCE.
 DL0051'AT POINT OF INTERSECTION OF MOST EASTERLY RAIL OF CHICAGO, ROCK ISLAND
 DL0051'AND PACIFIC R.R. AND MOST NORTHERLY RAIL OF ST. LOUIS AND SOUTHWESTERN
 DL0051'RY.  1165 FEET NORTH AND 77 FEET EAST, 121 FEET IN NORTHEAST DIRECTION
 DL0051'ALONG MOST NORTHERLY RAIL OF ST.L. AND SWN. RY., 138 FEET WEST, 57
 DL0051'FEET SOUTH OF M.P. 307-5 ON ST. L. AND SWN. TRACKS, IN PRECAST
 DL0051'CONCRETE POST.  NOTE-- 41 FT NW OF A POINT 121 FT NE ALONG THE ST.
 DL0051'LOUIS SW RY FROM THE CROSSING OF THE TWO RAILROADS.  NO STAMPING WAS
 DL0051'FOUND ON THE DISK.
 DL0051
 DL0051                          STATION RECOVERY (1942)
 DL0051
 DL0051'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1942 (FBQ)
 DL0051'STATION IS ON THE SE EDGE OF THE TOWN OF FORDYCE, ABOUT 3
 DL0051'BLOCKS E OF THE COTTON BELT RAILROAD DEPOT, IN THE NE CORNER
 DL0051'OF THE INTERSECTION OF THE COTTON BELT AND ROCK ISLAND RAILROADS
 DL0051'AND 112 FEET NE OF A SWITCH TOWER.
 DL0051'
 DL0051'STATION MARK IS A STANDARD STATE SURVEY TRAVERSE DISK IN A
 DL0051'PRECAST CONCRETE POST PROJECTING 4 INCHES.  MARK IS 130 FEET
 DL0051'NE OF THE ROCK ISLAND AND COTTON BELT RAILROADS MAIN LINE
 DL0051'TRACK INTERSECTION, 116 FEET E OF THE E RAIL OF THE ROCK
 DL0051'ISLAND RAILROAD MAIN LINE TRACK, 74.5 FEET E OF THE CENTER
 DL0051'LINE OF A NARROW DIRT ROAD, AND 31 FEET N OF THE N RAIL OF THE
 DL0051'
 DL0051'REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.C. AND G.S.
 DL0051'BRONZE DISKS SET IN CONCRETE.
 DL0051'
 DL0051'REFERENCE MARK NO. 1 IS 34 FEET N OF THE N RAIL OF THE
 DL0051'COTTON BELT MAIN LINE TRACK AND 1 FOOT S OF AN UNPAINTED BUILDING.
 DL0051'MARK IS STAMPED HINS NO. 1 1942 AND PROJECTS 4 INCHES.
 DL0051'
 DL0051'REFERENCE MARK NO. 2 IS IN THE CENTER OF A RAILROAD Y, 55 FEET
 DL0051'E OF THE E RAIL OF THE ROCK ISLAND RAILROAD MAIN LINE TRACK,
 DL0051'55 FEET S OF THE S RAIL OF THE COTTON BELT RAILROAD MAIN LINE
 DL0051'TRACK, AND 34 FEET SE OF THE SWITCH TOWER.  MARK IS STAMPED HINS
 DL0051'NO. 2 1942 AND PROJECTS 6 INCHES.
 DL0051'
 DL0051'AZIMUTH MARK IS 46 FEET E OF THE E RAIL OF THE ROCK ISLAND
 DL0051'RAILROAD TRACK, 14 FEET SW OF THE CENTER LINE OF A GRADED
 DL0051'DIRT ROAD, 2 FEET N OF A WHITE REFERENCE POST, AND 1 FOOT SW OF
 DL0051'A FENCE CORNER.  IT IS STAMPED HINS 1942 AND PROJECTS 6 INCHES.
 DL0051'
 DL0051'TO REACH THE AZIMUTH MARK FROM THE COTTON BELT RAILROAD DEPOT
 DL0051'IN FORDYCE GO S ON MAIN STREET FOR 0.3 MILE, THEN TURN LEFT
 DL0051'(E) FOR 0.15 MILE TO A T-INTERSECTION, THEN TURN LEFT (N)
 DL0051'ON A WINDING ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 DL0051'
 DL0051'A 116-FOOT SIGNAL AT MORO IS VISIBLE AT 50 FEET.
 DL0051'
 DL0051'A 116-FOOT SIGNAL AT BUD IS VISIBLE AT 50 FEET.
 DL0051'
 DL0051'A 116-FOOT SIGNAL AT BUCKSNORT IS VISIBLE AT 50 FEET.
 DL0051'
 DL0051'A 116-FOOT SIGNAL AT FORDYCE MAG IS VISIBLE AT 37 FEET.
 DL0051
 DL0051                          STATION RECOVERY (1964)
 DL0051
 DL0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0051'RECOVERED IN GOOD CONDITION.
 DL0051
 DL0051                          STATION RECOVERY (2006)
 DL0051
 DL0051'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MSK)
 DL0051'MARK RECOVERED AS DECRIBED. APPEARS TO BE LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0658 ***********************************************************************
 GG0658  DESIGNATION -  HIWASSEE
 GG0658  PID         -  GG0658
 GG0658  STATE/COUNTY-  AR/BENTON
 GG0658  USGS QUAD   -  HIWASSE (1982)
 GG0658
 GG0658                         *CURRENT SURVEY CONTROL
 GG0658  ___________________________________________________________________
 GG0658* NAD 83(1997)-  36 29 23.26064(N)    094 20 26.13536(W)     ADJUSTED  
 GG0658* NAVD 88     -       407.57   (+/-2cm)    1337.2    (feet)  VERTCON   
 GG0658  ___________________________________________________________________
 GG0658  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GG0658  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GG0658
 GG0658  HORZ ORDER  -  FIRST
 GG0658  VERT ORDER  -  THIRD ? (See Below)
 GG0658
 GG0658.The horizontal coordinates were established by classical geodetic methods
 GG0658.and adjusted by the National Geodetic Survey in September 1999..
 GG0658
 GG0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0658.The vertical order pertains to the NGVD 29 superseded value.
 GG0658
 GG0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0658
 GG0658.The geoid height was determined by GEOID03.
 GG0658
 GG0658;                    North         East     Units Scale Factor Converg.
 GG0658;SPC AR N     -   241,747.953   190,283.176   MT  1.00006077   -1 21 43.2
 GG0658;SPC AR N     -   793,134.74    624,287.39   sFT  1.00006077   -1 21 43.2
 GG0658;SPC MO W     -    35,865.631   864,282.474   MT  0.99994369   +0 05 41.3
 GG0658;UTM  15      - 4,039,111.531   379,923.836   MT  0.99977764   -0 47 50.3
 GG0658
 GG0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0658!SPC AR N     -   0.99994048  x   1.00006077  =   1.00000125
 GG0658!SPC MO W     -   0.99994048  x   0.99994369  =   0.99988417
 GG0658!UTM  15      -   0.99994048  x   0.99977764  =   0.99971813
 GG0658
 GG0658:                Primary Azimuth Mark                     Grid Az
 GG0658:SPC AR N     -  MCDONALD RM 3                            009 53 54.7
 GG0658:SPC MO W     -  MCDONALD RM 3                            008 26 30.2
 GG0658:UTM  15      -  MCDONALD RM 3                            009 20 01.8
 GG0658
 GG0658|---------------------------------------------------------------------|
 GG0658| PID    Reference Object                     Distance      Geod. Az  |
 GG0658|                                                           dddmmss.s |
 GG0658| GG0554 MCDONALD RM 3                       APPROX.12.1 KM 0083211.5 |
 GG0658| CI1637 HIWASSEE WM 1                        10.058 METERS 01039     |
 GG0658| CI1634 HIWASSEE RM 1                        24.257 METERS 05141     |
 GG0658| CI1636 HIWASSEE RM 3                        39.006 METERS 08034     |
 GG0658| CI1638 HIWASSEE WM 2                        12.192 METERS 10241     |
 GG0658| CI1633 HIWASSEE AZ MK                                     1135306.3 |
 GG0658| GG0592 ROGERS GREGORY ROBINSON TANK        APPROX.26.4 KM 1300812.9 |
 GG0658| GG0595 ROGERS SW GAS AND ELEC TANK         APPROX.26.9 KM 1301911.5 |
 GG0658| GG0603 BENTONVILLE MUN STANDPIPE           APPROX.18.5 KM 1340205.0 |
 GG0658| GG0665 GRAVETTE MUNICIPAL TANK             APPROX.12.2 KM 2330906.0 |
 GG0658| CI1635 HIWASSEE RM 2                        24.890 METERS 30808     |
 GG0658|---------------------------------------------------------------------|
 GG0658
 GG0658                          SUPERSEDED SURVEY CONTROL
 GG0658
 GG0658  NAD 83(1997)-  36 29 23.26444(N)    094 20 26.13709(W) AD(       ) 1
 GG0658  NAD 83(1997)-  36 29 23.27323(N)    094 20 26.13896(W) AD(       ) 1
 GG0658  NAD 83(1986)-  36 29 23.27406(N)    094 20 26.13808(W) AD(       ) 1
 GG0658  NAD 27      -  36 29 23.00300(N)    094 20 25.37700(W) AD(       ) 1
 GG0658  NGVD 29 (07/19/86)  407.44   (m)         1336.7    (f) LEVELING    3  
 GG0658
 GG0658.Superseded values are not recommended for survey control.
 GG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0658.See file dsdata.txt to determine how the superseded data were derived.
 GG0658
 GG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7992439112(NAD 83)
 GG0658_MARKER: DS = TRIANGULATION STATION DISK
 GG0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0658+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GG0658
 GG0658  HISTORY     - Date     Condition        Report By
 GG0658  HISTORY     - 1935     MONUMENTED       CGS
 GG0658  HISTORY     - 1961     GOOD             CGS
 GG0658  HISTORY     - 1989     GOOD             USPSQD
 GG0658  HISTORY     - 20060309 GOOD             AIRDAT
 GG0658
 GG0658                          STATION DESCRIPTION
 GG0658
 GG0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0658'THIS STATION IS ABOUT 4 MILES N OF HIWASSE, 8 MILES NE OF
 GG0658'GRAVETTE, AND 1/2 MILE S OF THE ARKANSAS-MISSOURI BOUNDARY
 GG0658'LINE, IN THE NW 1/4 OF SEC. 24, T 21 N, R 32 W, ON LAND
 GG0658'OWNED BY SPEER AND ALLEN OF JOPLIN, MISSOURI.  THE MARK IS 65
 GG0658'FEET SW OF THE INTERSECTION OF THREE TRAILS, 22 FEET S OF
 GG0658'THE TRAIL TO THE SW, 40 FEET W OF 20-INCH OAK WITH TRIANGULAR
 GG0658'BLAZE, AND 33 FEET S OF 20-INCH OAK WITH TRIANGULAR BLAZE
 GG0658'ON THE S SIDE AND MARKED U S 1339-2 ON THE E SIDE.  MARK
 GG0658'PROJECTS 4 INCHES.
 GG0658'
 GG0658'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0658'BRONZE DISKS SET IN CONCRETE.
 GG0658'
 GG0658'REFERENCE MARK NO. 1 IS NE OF THE STATION IN THE Y BETWEEN
 GG0658'THE TWO NORTHERNMOST TRAILS, 12 FEET W OF A 12-INCH OAK
 GG0658'TREE IN THE Y, 6 FEET SW OF TRAIL AND 6 FEET NE OF TRAIL.
 GG0658'MARK PROJECTS 4 INCHES.
 GG0658'
 GG0658'REFERENCE MARK NO. 2 IS NW OF THE STATION, 6 FEET S OF TRAIL,
 GG0658'6 FEET NW OF 8-INCH WALNUT TREE, AND 15 FEET SW OF 12-INCH
 GG0658'OAK TREE.  MARK PROJECTS 4 INCHES.
 GG0658'
 GG0658'AZIMUTH MARK IS SE OF THE STATION, 21 FEET W OF THE CENTER
 GG0658'LINE OF N-S ROAD, 40 FEET N OF THE CENTER LINE OF THE T-ROAD
 GG0658'TO THE W, 44 FEET NNW OF THE T-INTERSECTION, 16 FEET NNE
 GG0658'OF 16-INCH OAK TREE MARKED U S 1312-3 R M ON THE E SIDE.
 GG0658'MARK PROJECTS 10 INCHES.
 GG0658'
 GG0658'WITNESS MARK ON THE N SIDE OF THE STATION IS A 20-INCH OAK
 GG0658'TREE WITH TRIANGULAR BLAZE ON THE S SIDE AND LETTERING ON
 GG0658'THE E SIDE.  WITNESS MARK ON THE E SIDE OF THE STATION IS
 GG0658'A 20-INCH OAK TREE WITH TRIANGULAR BLAZE ON THE W SIDE.
 GG0658'
 GG0658'TO REACH STATION FROM GRAVETTE AT INTERSECTION OF U.S.
 GG0658'HIGHWAY 71 AND STATE HIGHWAY 102, GO E ON U.S. HIGHWAY 71,
 GG0658'7.5 MILES TO CROSSROADS AT TOWN OF HIWASSEE, THENCE N ON DIRT
 GG0658'ROAD 1.0 MILE TO FORKS, THENCE LEFT FORK 1.6 MILES TO SIDE
 GG0658'ROAD TO RIGHT, THENCE RIGHT 0.35 MILE TO SIDE ROAD TO LEFT,
 GG0658'THENCE LEFT FOLLOWING MAIN-TRAVELED ROAD 1.6 MILES TO SIDE
 GG0658'ROAD TO LEFT, THENCE LEFT 0.15 MILE TO JUNCTION OF 3 TRAILS
 GG0658'AND STATION ON LEFT.
 GG0658'
 GG0658'LIGHTS 74 FEET ABOVE LEIBE, 87 FEET ABOVE RICE AND DECATUR,
 GG0658'AND 100 FEET ABOVE WILLS AND MC DONALD COME INTO VIEW AT
 GG0658'55 FEET ABOVE THE GROUND.
 GG0658
 GG0658                          STATION RECOVERY (1961)
 GG0658
 GG0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0658'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 GG0658'MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS NO
 GG0658'LONGER VISIBLE BECAUSE OF TREES ON LINE.  THE DIRECTIONS
 GG0658'TO REFERENCE MARKS 1 AND 2 CHECKED.  THE DISTANCES TO REFERENCE
 GG0658'MARKS 1 AND 2 WERE FOUND TO BE 0.02 FOOT LONGER THAN PREVIOUSLY
 GG0658'MEASURED.
 GG0658'
 GG0658'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS-
 GG0658'
 GG0658'ABOUT 8 MILES NORTHEAST OF GRAVETTE, ABOUT 7-1/2 MILES SOUTH
 GG0658'AND 3 MILES EAST OF PINEVILLE, MISSOURI, ABOUT 4 MILES NORTH
 GG0658'OF HIWASSEE, ABOUT 1/2 MILE SOUTH OF THE MISSOURI-ARKANSAS
 GG0658'STATE LINE, IN THE NORTHEAST 1/4 OF SEC. 24, T. 21 N., R. 32 W.,
 GG0658'AND ON THE PROPERTY OF MR. C.L. HAGEE.  IT IS 42 FEET SOUTH
 GG0658'OF THE CENTERLINE OF A TRACK ROAD, 41 FEET WEST OF A 30 INCH
 GG0658'OAK TREE, 34 FEET SOUTH OF A 30 INCH OAK TREE AND 1 FOOT NORTH
 GG0658'OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 GG0658'DISK IS STAMPED HIWASSEE 1935.
 GG0658'
 GG0658'TO REACH FROM THE SOUTH END OF THE BRIDGE OVER ELK RIVER IN
 GG0658'THE SOUTH PART OF PINEVILLE, GO SOUTHEAST ON U.S. HIGHWAY 71
 GG0658'FOR 2.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 GG0658'ON A GRAVELED ROAD FOR 1.6 MILES TO THE JUNCTION WITH STATE
 GG0658'HIGHWAY 90.  CONTINUE AHEAD SOUTH ON THE GRAVELED ROAD FOR
 GG0658'3.8 MILES TO A Y-FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST
 GG0658'ON A GRAVELED ROAD FOR 0.1 MILE TO A Y-FORK.  TAKE THE RIGHT
 GG0658'FORK AND CONTINUE SOUTHWEST ON A GRAVELED ROAD FOR 0.6 MILE
 GG0658'TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 GG0658'RIGHT AND GO WEST ON A TRACK ROAD FOR 0.15 MILE TO THE
 GG0658'STATION ON THE LEFT.
 GG0658'
 GG0658'REFERENCE MARK 1 IS 53 FEET WEST OF THE WEST END OF A CATTLE
 GG0658'GUARD, 31 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD
 GG0658'AND 12 FEET NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3
 GG0658'INCHES AND THE DISK IS STAMPED HIWASSEE NO 1 1935.
 GG0658'
 GG0658'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE CENTERLINE OF THE
 GG0658'TRACK ROAD, 16 FEET SOUTHWEST OF AN 18 INCH OAK TREE AND 8
 GG0658'FEET EAST OF THE CENTERLINE OF A DIM TRACK ROAD.  THE MONUMENT
 GG0658'PROJECTS 3 INCHES AND THE DISK IS STAMPED HIWASSEE NO 2 1935.
 GG0658'
 GG0658'REFERENCE MARK 3 IS 38 FEET NORTH OF THE CENTERLINE OF THE
 GG0658'TRACK ROAD, 9 FEET SOUTHEAST OF THE EAST END OF THE CATTLE
 GG0658'GUARD, 9 FEET EAST OF THE CENTERLINE OF A DIM TRACK ROAD
 GG0658'AND 2 FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS
 GG0658'1 INCH AND THE DISK IS STAMPED HIWASSEE NO 3 1935.
 GG0658'
 GG0658'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF A TRACK
 GG0658'ROAD, 22 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 GG0658'10 FEET NORTH OF AN 18 INCH OAK TREE, 1 FOOT WEST OF A WITNESS
 GG0658'POST AND 6 INCHES EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS
 GG0658'10 INCHES AND THE DISK IS STAMPED HIWASSEE 1935 AZIMUTH.
 GG0658'
 GG0658'NOTE- THE DIRECTION TO REFERENCE MARK 3 WAS DETERMINED BY
 GG0658'PRECISE METHODS.
 GG0658'
 GG0658'NO PICTURE POINT AVAILABLE.
 GG0658
 GG0658                          STATION RECOVERY (1989)
 GG0658
 GG0658'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0658'RECOVERED IN GOOD CONDITION.
 GG0658
 GG0658                          STATION RECOVERY (2006)
 GG0658
 GG0658'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 GG0658'RECOVERED AS DESCRIBE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1843 ***********************************************************************
 FG1843  DESIGNATION -  HOBSON
 FG1843  PID         -  FG1843
 FG1843  STATE/COUNTY-  AR/YELL
 FG1843  USGS QUAD   -  DARDANELLE (1993)
 FG1843
 FG1843                         *CURRENT SURVEY CONTROL
 FG1843  ___________________________________________________________________
 FG1843* NAD 83(1997)-  35 08 25.81516(N)    093 09 42.81758(W)     ADJUSTED  
 FG1843* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 FG1843  ___________________________________________________________________
 FG1843  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 FG1843  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1843
 FG1843  HORZ ORDER  -  FIRST
 FG1843
 FG1843.The horizontal coordinates were established by classical geodetic methods
 FG1843.and adjusted by the National Geodetic Survey in September 1999..
 FG1843
 FG1843.The orthometric height was scaled from a topographic map.
 FG1843
 FG1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1843
 FG1843.The geoid height was determined by GEOID03.
 FG1843
 FG1843;                    North         East     Units Scale Factor Converg.
 FG1843;SPC AR N     -    90,173.541   294,120.556   MT  0.99996573   -0 40 34.0
 FG1843;SPC AR N     -   295,844.36    964,960.52   sFT  0.99996573   -0 40 34.0
 FG1843;UTM  15      - 3,888,636.621   485,252.216   MT  0.99960268   -0 05 35.5
 FG1843
 FG1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1843!SPC AR N     -   0.99997947  x   0.99996573  =   0.99994520
 FG1843!UTM  15      -   0.99997947  x   0.99960268  =   0.99958216
 FG1843
 FG1843|---------------------------------------------------------------------|
 FG1843| PID    Reference Object                     Distance      Geod. Az  |
 FG1843|                                                           dddmmss.s |
 FG1843| CI1640 HOBSON RM 2                          20.654 METERS 01517     |
 FG1843| FG1581 BROWN                               APPROX.17.2 KM 0413917.7 |
 FG1843| FG1842 HOBSON AZ MK                        365.817 METERS 22313     |
 FG1843| CI1639 HOBSON RM 1                          19.132 METERS 29220     |
 FG1843|---------------------------------------------------------------------|
 FG1843
 FG1843                          SUPERSEDED SURVEY CONTROL
 FG1843
 FG1843  NAD 83(1986)-  35 08 25.82777(N)    093 09 42.81319(W) AD(       ) 1
 FG1843  NAD 27      -  35 08 25.51400(N)    093 09 42.17800(W) AD(       ) 1
 FG1843
 FG1843.Superseded values are not recommended for survey control.
 FG1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1843.See file dsdata.txt to determine how the superseded data were derived.
 FG1843
 FG1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8525288637(NAD 83)
 FG1843_MARKER: DS = TRIANGULATION STATION DISK
 FG1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1843
 FG1843  HISTORY     - Date     Condition        Report By
 FG1843  HISTORY     - 1940     MONUMENTED       CGS
 FG1843  HISTORY     - 1972     GOOD             NGS
 FG1843
 FG1843                          STATION DESCRIPTION
 FG1843
 FG1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1843'STATION IS LOCATED ABOUT 6 MILES S OF DARDANELLE ON A SHARP
 FG1843'TIMBERED KNOLL ON LAND OWNED BY J.W. HOBSON.
 FG1843'
 FG1843'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FG1843'BRONZE DISKS SET IN CONCRETE.
 FG1843'
 FG1843'STATION MARK IS STAMPED, HOBSON 1940 AND PROJECTS 6 INCHES.
 FG1843'IT IS 31 FEET E OF A TRIANGLE-BLAZED 12-INCH OAK TREE, 18.6 FEET
 FG1843'NW OF AN 18-INCH OAK TREE AND 11.2 FEET W OF A WHITE REFERENCE
 FG1843'POST.
 FG1843'
 FG1843'REFERENCE MARK NO.1 IS STAMPED, HOBSON NO.1 1940 AND IS
 FG1843'SET FLUSH WITH THE GROUND.  IT IS 24 FEET NW OF A TRIANGLE-BLAZED
 FG1843'8-INCH OAK TREE, 34 FEET W OF A 12-INCH OAK TREE AND IS
 FG1843'4.6 FEET LOWER THAN THE STATION.
 FG1843'
 FG1843'REFERENCE MARK NO.2 IS STAMPED, HOBSON NO.2 1940 AND IS SET
 FG1843'FLUSH WITH THE GROUND.  IT IS 6 FEET S OF A FENCE, 5 FEET W
 FG1843'OF A TRIANGLE-BLAZED 8-INCH OAK TREE AND 5.7 FEET LOWER THAN THE
 FG1843'STATION.
 FG1843'
 FG1843'AZIMUTH MARK IS STAMPED, HOBSON 1940 AND PROJECTS 6 INCHES.
 FG1843'IT IS LOCATED ON A LOW KNOLL 0.3 MILE S OF THE STATION.  IT IS
 FG1843'6 FEET N OF A WHITE REFERENCE POST AND 13 FEET S OF A
 FG1843'TRIANGLE-BLAZED 8-INCH HICKORY TREE.
 FG1843'
 FG1843'TO REACH AZIMUTH MARK FROM MR. HOBSONS HOUSE, PASS THROUGH
 FG1843'BARNYARD, TURN RIGHT AND GO 0.25 MILE TO TOP OF KNOLL AND
 FG1843'AZIMUTH MARK.
 FG1843'
 FG1843'TO REACH STATION FROM DARDANELLE, GO S ON STATE HIGHWAY 7
 FG1843'FOR 6.2 MILES, TURN SHARP LEFT INTO MR. HOBSONS YARD, PASS
 FG1843'THROUGH BARNYARD AND FOLLOW TRACK ROAD 0.3 MILE E TO TOP OF
 FG1843'HILL AND STATION.
 FG1843'
 FG1843'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1843
 FG1843                          STATION RECOVERY (1972)
 FG1843
 FG1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1843'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FG1843'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 FG1843'IS OBSTRUCTED BY A FEW TREES AT THE STATION SITE.  OBTAIN
 FG1843'PERMISSION TO CUT DOWN TREES FROM MR. DELMA MERETT, RT. 1 BOX
 FG1843'296, DARDANELLE, ARKANSAS, THE PROPERTY OWNER WHO LIVES IN THE
 FG1843'HOUSE MENTIONED IN THE NEW DESCRIPTION OF THE ROUTE TO REACH
 FG1843'THE STATION BELOW, WHEN THE LINE TO THE AZIMUTH MARK IS NEEDED.
 FG1843'FOLLOWING ARE ADDITIONAL NOTE FOR THE MARKS.
 FG1843'
 FG1843'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN DARDANELLE, GO
 FG1843'WEST ON STATE HIGHWAY 7 FOR 0.55 MILE TO THE JUNCTION OF STATE
 FG1843'HIGHWAYS 155, 22, 27 AND 7.  TURN LEFT AND GO SOUTH ON HIGHWAY
 FG1843'7 FOR 6.5 MILES TO A DRIVEWAY ON THE LEFT, LEADING TO THE
 FG1843'MERRITT HOME.  TURN LEFT, FOLLOW DRIVEWAY, PASSING TO THE
 FG1843'NORTH OF THE HOUSE FOR 0.1 MILE TO A GATE.  PASS THROUGH THE
 FG1843'GATE AND GO EASTERLY ACROSS PASTURE FOR 0.15 MILE TO THE BASE
 FG1843'OF A HILL AND END OF TRUCK TRAVEL.  PACK EAST, UPHILL, FOR
 FG1843'0.05 MILE TO THE STATION ON THE HIGHEST POINT OF THE HILL.
 FG1843'
 FG1843'THE STATION MARK PROJECTS 4 INCHES AND IS 45 FEET NORTHWEST
 FG1843'OF A 20-INCH OAK TREE, 29 FEET SOUTHEAST OF A 16-INCH OAK TREE,
 FG1843'21 FEET WEST OF A TWIN 6-INCH CEDAR TREE AND 2 FEET WEST OF A
 FG1843'METAL WITNESS POST.
 FG1843'
 FG1843'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, 65 FEET WEST-NORTHWEST
 FG1843'OF THE METAL WITNESS POST AND 34 FEET WEST-SOUTHWEST OF THE
 FG1843'16-INCH OAK TREE.
 FG1843'
 FG1843'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, 67 FEET
 FG1843'NORTH-NORTHEAST OF THE METAL WITNESS POST, 6 FEET SOUTH OF A
 FG1843'FENCE AND 5 FEET NORTHWEST OF A 12-INCH OAK TREE.
 FG1843'
 FG1843'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE, GO
 FG1843'SOUTHWEST ACROSS PASTURE FOR 0.15 MILE TO THE AZIMUTH MARK AT THE
 FG1843'TOP OF A BIG KNOLL.  A METAL WITNESS POST WAS SET BY THE MARK.
 FG1843'
 FG1843'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES SOUTH
 FG1843'OF DARDANELLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1842 ***********************************************************************
 FG1842  DESIGNATION -  HOBSON AZ MK
 FG1842  PID         -  FG1842
 FG1842  STATE/COUNTY-  AR/YELL
 FG1842  USGS QUAD   -  DARDANELLE (1993)
 FG1842
 FG1842                         *CURRENT SURVEY CONTROL
 FG1842  ___________________________________________________________________
 FG1842* NAD 83(1997)-  35 08 17.16485(N)    093 09 52.71348(W)     ADJUSTED  
 FG1842* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 FG1842  ___________________________________________________________________
 FG1842  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 FG1842  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1842
 FG1842  HORZ ORDER  -  SECOND
 FG1842
 FG1842.The horizontal coordinates were established by classical geodetic methods
 FG1842.and adjusted by the National Geodetic Survey in September 1999..
 FG1842
 FG1842.The orthometric height was scaled from a topographic map.
 FG1842
 FG1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1842
 FG1842.The geoid height was determined by GEOID03.
 FG1842
 FG1842;                    North         East     Units Scale Factor Converg.
 FG1842;SPC AR N     -    89,909.947   293,866.921   MT  0.99996606   -0 40 39.7
 FG1842;SPC AR N     -   294,979.55    964,128.39   sFT  0.99996606   -0 40 39.7
 FG1842;UTM  15      - 3,888,370.556   485,001.366   MT  0.99960277   -0 05 41.1
 FG1842
 FG1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1842!SPC AR N     -   0.99997947  x   0.99996606  =   0.99994553
 FG1842!UTM  15      -   0.99997947  x   0.99960277  =   0.99958225
 FG1842
 FG1842                          SUPERSEDED SURVEY CONTROL
 FG1842
 FG1842  NAD 83(1986)-  35 08 17.17739(N)    093 09 52.70913(W) AD(       ) 2
 FG1842  NAD 27      -  35 08 16.86700(N)    093 09 52.07000(W) AD(       ) 2
 FG1842
 FG1842.Superseded values are not recommended for survey control.
 FG1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1842.See file dsdata.txt to determine how the superseded data were derived.
 FG1842
 FG1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8500188371(NAD 83)
 FG1842_MARKER: DD = SURVEY DISK
 FG1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1842+STABILITY: SURFACE MOTION
 FG1842
 FG1842  HISTORY     - Date     Condition        Report By
 FG1842  HISTORY     - 1940     MONUMENTED       CGS
 FG1842
 FG1842                          STATION DESCRIPTION
 FG1842
 FG1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FG1842'SEE STATION HOBSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2023 ***********************************************************************
 EJ2023  DESIGNATION -  HOG
 EJ2023  PID         -  EJ2023
 EJ2023  STATE/COUNTY-  AR/PIKE
 EJ2023  USGS QUAD   -  LANGLEY (1980)
 EJ2023
 EJ2023                         *CURRENT SURVEY CONTROL
 EJ2023  ___________________________________________________________________
 EJ2023* NAD 83(1997)-  34 20 40.13370(N)    093 48 49.08606(W)     ADJUSTED  
 EJ2023* NAVD 88     -       543.0    (meters)    1781.     (feet)  VERTCON   
 EJ2023  ___________________________________________________________________
 EJ2023  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 EJ2023  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EJ2023
 EJ2023  HORZ ORDER  -  SECOND
 EJ2023
 EJ2023.The horizontal coordinates were established by classical geodetic methods
 EJ2023.and adjusted by the National Geodetic Survey in September 1999..
 EJ2023
 EJ2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2023
 EJ2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2023
 EJ2023.The geoid height was determined by GEOID03.
 EJ2023
 EJ2023;                    North         East     Units Scale Factor Converg.
 EJ2023;SPC AR S     -   587,569.691   233,146.999   MT  0.99993306   -1 00 54.3
 EJ2023;SPC AR S     - 1,927,718.23    764,916.45   sFT  0.99993306   -1 00 54.3
 EJ2023;UTM  15      - 3,800,652.263   425,166.312   MT  0.99966903   -0 27 32.6
 EJ2023
 EJ2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2023!SPC AR S     -   0.99991917  x   0.99993306  =   0.99985224
 EJ2023!UTM  15      -   0.99991917  x   0.99966903  =   0.99958823
 EJ2023
 EJ2023|---------------------------------------------------------------------|
 EJ2023| PID    Reference Object                     Distance      Geod. Az  |
 EJ2023|                                                           dddmmss.s |
 EJ2023| CX6479 HOG RM 1                             11.966 METERS 14519     |
 EJ2023| CX6480 HOG RM 2                             11.482 METERS 20525     |
 EJ2023| EJ2024 SLATINGTON                          APPROX.12.8 KM 3212720.7 |
 EJ2023|---------------------------------------------------------------------|
 EJ2023
 EJ2023                          SUPERSEDED SURVEY CONTROL
 EJ2023
 EJ2023  NAD 83(1997)-  34 20 40.14066(N)    093 48 49.08180(W) AD(       ) 2
 EJ2023  NAD 83(1986)-  34 20 40.14241(N)    093 48 49.07818(W) AD(       ) 2
 EJ2023  NAD 27      -  34 20 39.76620(N)    093 48 48.39050(W) AD(       ) 2
 EJ2023  NGVD 29 (07/19/86)  542.9    (m)         1781.     (f) VERT ANG       
 EJ2023
 EJ2023.Superseded values are not recommended for survey control.
 EJ2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2023.See file dsdata.txt to determine how the superseded data were derived.
 EJ2023
 EJ2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2516600652(NAD 83)
 EJ2023_MARKER: DS = TRIANGULATION STATION DISK
 EJ2023_SETTING: 66 = SET IN ROCK OUTCROP
 EJ2023
 EJ2023  HISTORY     - Date     Condition        Report By
 EJ2023  HISTORY     - 1957     MONUMENTED       CGS
 EJ2023  HISTORY     - 1962     GOOD             CGS
 EJ2023
 EJ2023                          STATION DESCRIPTION
 EJ2023
 EJ2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2023'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH WOODED MOUNTAIN,
 EJ2023'KNOW LOCALLY AS HOGPEN MOUNTAIN, ABOUT 15 MILES WEST OF
 EJ2023'GLENWOOD, ABOUT 3 MILES NORTHEAST OF LANGLEY AND ABOUT 0.25
 EJ2023'MILE SOUTH OF THE PIKE-MONTGOMERY COUNTY LINE.  THE MARK IS
 EJ2023'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 EJ2023'BEDROCK, PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 EJ2023'AND IS STAMPED HOG 1957.
 EJ2023'
 EJ2023'REFERENCE MARK NO. 1 IS A STANDARD AZIMUTH MARK DISK CEMENTED
 EJ2023'IN A DRILL HOLE IN OUTCROPPING BEDROCK, PROJECTS 16 INCHES
 EJ2023'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED HOG NO 1 1957.
 EJ2023'
 EJ2023'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 EJ2023'HOLE IN OUTCROPPING BEDROCK, PROJECTS 12 INCHES ABOVE THE
 EJ2023'SURFACE OF THE GROUND AND IS STAMPED HOG NO 2 1957.
 EJ2023'
 EJ2023'NO SUITABLE LOCATION FOR A AZIMUTH MARK.
 EJ2023'
 EJ2023'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD, GO
 EJ2023'SOUTHWESTERLY ON U.S. HIGHWAY NO. 70 FOR 4.85 MILES TO A
 EJ2023'CROSSROAD AT TWO STORES AND GAS STATIONS, TURN RIGHT ON GRAVELED
 EJ2023'ROAD AND GO WEST FOR 13.9 MILES TO A CROSSROAD AND THE VILLAGE
 EJ2023'OF LANGLEY, TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR
 EJ2023'2.05 MILES TO A WOODEN BRIDGE, CROSS BRIDGE AND CONTINUE
 EJ2023'NORTH ON GRAVELED ROAD FOR 0.2 MILE TO A DIM TRACK ROAD ON
 EJ2023'THE RIGHT, TURN RIGHT ON TRACK ROAD AND GO EASTERLY FOR 0.6
 EJ2023'MILE TO A LARGE OAK TREE ON THE RIGHT AND THE END OF TRUCK
 EJ2023'TRAVEL, FROM HERE PACK EASTERLY UP CANYON TO THE TOP OF THE
 EJ2023'FIRST RIDGE, HERE BEAR LEFT AND GO ABOUT 0.25 MILE, THEN
 EJ2023'SOUTHEASTERLY ABOUT 0.5 MILE TO THE HIGHEST POINT AND THE
 EJ2023'STATION AS DESCRIBED.
 EJ2023'
 EJ2023'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 EJ2023
 EJ2023                          STATION RECOVERY (1962)
 EJ2023
 EJ2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ2023'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 EJ2023'GOOD CONDITION.  R.M. NO. 2 IS SOUTHWEST OF THE STATION
 EJ2023'INSTEAD OF EAST AS ORIGINALLY DESCRIBED.
 EJ2023'
 EJ2023'DUE TO SOME ROAD CHANGES, A NEW DESCRIPTION TO REACH THE
 EJ2023'STATION FOLLOWS--
 EJ2023'
 EJ2023'TO REACH FROM LANGLEY, FROM CROSSROADS AT SCHOOL AND MOBIL
 EJ2023'SERVICE STATION IN EAST EDGE OF TOWN, GO EAST ON STATE HIGHWAY
 EJ2023'84 FOR 0.85 MILE TO A SIDE ROAD LEFT AT SIGN MANGANESE MINE,
 EJ2023'TURN LEFT AND FOLLOW A BLADED ROAD NORTHERLY FOR 1.0 MILE TO
 EJ2023'A HOUSE ON THE LEFT, CONTINUE ON MAIN ROAD FOR 0.45 MILE
 EJ2023'TO FORKS JUST AFTER CROSSING A CATTLE GUARD, TAKE RIGHT FORK
 EJ2023'FOR 0.7 MILE TO FORKS, TAKE RIGHT FORK FOR 0.2 MILE TO FORKS,
 EJ2023'TAKE RIGHT FORK FOR 0.3 MILE TO END OF TRUCK TRAVEL AT AN
 EJ2023'OLD ABANDONED MINE.  FROM END OF TRUCK TRAVEL PACK NORTHEAST
 EJ2023'TO SUMMIT OF A HIGH WOODED PEAK AND STATION.  ONE-HALF HOUR
 EJ2023'PACK WITH LIGHT PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1836 ***********************************************************************
 FG1836  DESIGNATION -  HOLLA BEND
 FG1836  PID         -  FG1836
 FG1836  STATE/COUNTY-  AR/POPE
 FG1836  USGS QUAD   -  HOLLA BEND (1993)
 FG1836
 FG1836                         *CURRENT SURVEY CONTROL
 FG1836  ___________________________________________________________________
 FG1836* NAD 83(1997)-  35 09 59.06740(N)    093 03 03.86791(W)     ADJUSTED  
 FG1836* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 FG1836  ___________________________________________________________________
 FG1836  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 FG1836  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FG1836
 FG1836  HORZ ORDER  -  FIRST
 FG1836
 FG1836.The horizontal coordinates were established by classical geodetic methods
 FG1836.and adjusted by the National Geodetic Survey in September 1999..
 FG1836
 FG1836.The orthometric height was scaled from a topographic map.
 FG1836
 FG1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1836
 FG1836.The geoid height was determined by GEOID03.
 FG1836
 FG1836;                    North         East     Units Scale Factor Converg.
 FG1836;SPC AR N     -    92,933.601   304,249.420   MT  0.99996236   -0 36 41.8
 FG1836;SPC AR N     -   304,899.66    998,191.64   sFT  0.99996236   -0 36 41.8
 FG1836;UTM  15      - 3,891,498.483   495,348.830   MT  0.99960027   -0 01 45.9
 FG1836
 FG1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1836!SPC AR N     -   0.99998824  x   0.99996236  =   0.99995060
 FG1836!UTM  15      -   0.99998824  x   0.99960027  =   0.99958851
 FG1836
 FG1836:                Primary Azimuth Mark                     Grid Az
 FG1836:SPC AR N     -  HOLLA BEND AZ MK                         007 25 28.0
 FG1836:UTM  15      -  HOLLA BEND AZ MK                         006 50 32.1
 FG1836
 FG1836|---------------------------------------------------------------------|
 FG1836| PID    Reference Object                     Distance      Geod. Az  |
 FG1836|                                                           dddmmss.s |
 FG1836| CI1645 HOLLA BEND AZ MK                                   0064846.2 |
 FG1836| FG1837 HOLLA BEND 2                         42.945 METERS 09502     |
 FG1836| CI1646 HOLLA BEND RM 1                      13.185 METERS 09507     |
 FG1836| CI1647 HOLLA BEND RM 2                      15.168 METERS 17827     |
 FG1836| CI1648 HOLLA BEND AZ MK 2                                 3582332.2 |
 FG1836|---------------------------------------------------------------------|
 FG1836
 FG1836                          SUPERSEDED SURVEY CONTROL
 FG1836
 FG1836  NAD 83(1986)-  35 09 59.08080(N)    093 03 03.86339(W) AD(       ) 1
 FG1836  NAD 27      -  35 09 58.77200(N)    093 03 03.24100(W) AD(       ) 1
 FG1836
 FG1836.Superseded values are not recommended for survey control.
 FG1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1836.See file dsdata.txt to determine how the superseded data were derived.
 FG1836
 FG1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9534991498(NAD 83)
 FG1836_MARKER: DS = TRIANGULATION STATION DISK
 FG1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1836
 FG1836  HISTORY     - Date     Condition        Report By
 FG1836  HISTORY     - 1940     MONUMENTED       CGS
 FG1836  HISTORY     - 1967     GOOD             CGS
 FG1836  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FG1836
 FG1836                          STATION DESCRIPTION
 FG1836
 FG1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1836'STATION IS LOCATED ABOUT 5-1/2 MILES S OF POTTSVILLE AND ABOUT
 FG1836'7 MILES SE OF DARDANELLE.  IT IS ON A BALD HILL, 50 YARDS NE
 FG1836'OF THE OLD HOLLA BEND STORE (NOW DESERTED) AND 175 FEET NE
 FG1836'OF THE JUNCTION OF TWO GRADED ROADS, ONE LEADING N TO POTTSVILLE
 FG1836'AND THE OTHER W TO DARDANELLE.  IT IS ON THE PROPERTY OF J.T.
 FG1836'KEELING, 10 FEET E OF AN OLD CELLAR AND 24 FEET N OF AN OLD
 FG1836'CONCRETE STAIRWAY.  THERE IS A WHITE REFERENCE POST 9 FEET
 FG1836'N OF THE STATION.
 FG1836'
 FG1836'THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 FG1836'STANDARD DISKS SET IN THE TOP OF A SQUARE BLOCK OR POST OF
 FG1836'CONCRETE.
 FG1836'
 FG1836'STATION MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 FG1836'HOLLA BEND 1940.
 FG1836'
 FG1836'REFERENCE MARK NO.1 IS STAMPED HOLLA BEND NO.1, 1940.
 FG1836'THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND
 FG1836'IS AT THE SAME ELEVATION AS THE STATION.  IT IS 36 FEET SE OF A
 FG1836'WELL.
 FG1836'
 FG1836'REFERENCE MARK NO.2 IS STAMPED HOLLA BEND NO.2, 1940.
 FG1836'THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND
 FG1836'IS ABOUT 1/2 METER LOWER THAN THE STATION.  IT IS 36 FEET SE OF
 FG1836'AN OLD CONCRETE STAIRWAY.
 FG1836'
 FG1836'THE AZIMUTH MARK IS 0.7 MILE N OF THE STATION, 24 FEET W OF
 FG1836'THE CENTER LINE OF A N-S ROAD.  IT IS IN THE YARD OF A DESERTED
 FG1836'SCHOOL BUILDING, 100 FEET SE OF THE SCHOOL.  THE MARK PROJECTS 4
 FG1836'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED HOLLA
 FG1836'BEND 1940.  THERE IS A WHITE REFERENCE POST 5 FEET N OF THE
 FG1836'MARK.
 FG1836'
 FG1836'TO REACH THE AZIMUTH MARK GO N TO THE DESERTED SCHOOL BUILDING,
 FG1836'0.7 MILE TO THE MARK ON THE LEFT.
 FG1836'
 FG1836'TO REACH THE STATION START AT POTTSVILLE, GO S ON THE
 FG1836'MAIN-TRAVELED ROAD FOR 5.9 MILES TO THE HOLLA BEND STORE AND
 FG1836'STATION AS DESCRIBED ABOVE.
 FG1836
 FG1836                          STATION RECOVERY (1967)
 FG1836
 FG1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1836'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FG1836'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND
 FG1836'THERE ARE NO INTERSECTION STATIONS VISIBLE TO ESTABLISH
 FG1836'A NEW AZIMUTH MARK BY.  FOLLOWING IS A NEW AND COMPLETE
 FG1836'DESCRIPTION.
 FG1836'
 FG1836'STATION IS ABOUT 7 MILES SOUTHEAST OF DARDANELLE, 5-1/2 MILES
 FG1836'SOUTH OF POTTSVILLE AND ON A LOW HILL OWNED BY ELLIS HOWARD.
 FG1836'
 FG1836'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY
 FG1836'147 IN POTTSVILLE, GO SOUTH ON STATE HIGHWAY 147 FOR 6.2 MILE
 FG1836'TO A T-INTERSECTION AND THE STATION IN THE NORTHEAST ANGLE.
 FG1836'
 FG1836'STATION MARK IS A STANDARD DISK, STAMPED HOLLA BEND 1940, SET
 FG1836'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 FG1836'146 FEET EAST OF STATE HIGHWAY 147, 116 FEET NORTH OF THE
 FG1836'CENTER OF AN EAST-WEST ROAD, 94 FEET NORTH OF A FENCE, 1 FOOT
 FG1836'SOUTHWEST OF A METAL WITNESS POST AND ON THE HIGHEST PART OF A
 FG1836'LOW KNOLL.
 FG1836'
 FG1836'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOLLA BEND NO 1 1940,
 FG1836'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 FG1836'IT IS 112 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 89
 FG1836'FEET NORTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 FG1836'STATION.
 FG1836'
 FG1836'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOLLA BEND NO 2
 FG1836'1940, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 FG1836'3 INCHES.  IT IS 57 FEET NORTH OF THE CENTER OF THE EAST-WEST
 FG1836'ROAD, 36 FEET NORTH OF THE FENCE AND ABOUT 3 FEET LOWER THAN THE
 FG1836'STATION.
 FG1836
 FG1836                          STATION RECOVERY (1968)
 FG1836
 FG1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FG1836'THE STATION WAS VISITED 6-2-68 AND THE STATION MARK, REFERENCE
 FG1836'MARK NO 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 FG1836'MARK WAS NOT FOUND AT THIS DATE AND WAS ASSUMMED DESTROYED.
 FG1836'A NEW AZIMUTH MARK WAS ESTABLISHED A AND A POLARIS OBSERVATION WAS
 FG1836'TAKEN.  THE STATION AND THE REFERENCE MARKS WERE REQUESTED
 FG1836'MOVED AT THIS DATE BY THE PROPERTY OWNER MR. B.E. HOWARD,
 FG1836'TO MAKE ROOM FOR THE BUILDING OF A NEW HOME.  THIS WAS DONE BY
 FG1836'ESTABLISHING A NEW STATION HOLLA BEND 2 1968, 140.90 FEET
 FG1836'EAST OF THE STATION.  TWO REFERENCE MARKS WERE ESTABLISHED
 FG1836'FOR THE NEW STATION.  THE STATION AND REFERENCE MARKS NO. 1
 FG1836'AND NO.  2 WERE THEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1837 ***********************************************************************
 FG1837  DESIGNATION -  HOLLA BEND 2
 FG1837  PID         -  FG1837
 FG1837  STATE/COUNTY-  AR/POPE
 FG1837  USGS QUAD   -  HOLLA BEND (1993)
 FG1837
 FG1837                         *CURRENT SURVEY CONTROL
 FG1837  ___________________________________________________________________
 FG1837* NAD 83(1997)-  35 09 58.94527(N)    093 03 02.17743(W)     ADJUSTED  
 FG1837* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 FG1837  ___________________________________________________________________
 FG1837  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 FG1837  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FG1837
 FG1837  HORZ ORDER  -  THIRD
 FG1837
 FG1837.The horizontal coordinates were established by classical geodetic methods
 FG1837.and adjusted by the National Geodetic Survey in September 1999..
 FG1837.No horizontal observational check was made to the station.
 FG1837
 FG1837.The orthometric height was scaled from a topographic map.
 FG1837
 FG1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1837
 FG1837.The geoid height was determined by GEOID03.
 FG1837
 FG1837;                    North         East     Units Scale Factor Converg.
 FG1837;SPC AR N     -    92,929.381   304,292.156   MT  0.99996236   -0 36 40.8
 FG1837;SPC AR N     -   304,885.81    998,331.85   sFT  0.99996236   -0 36 40.8
 FG1837;UTM  15      - 3,891,494.699   495,391.591   MT  0.99960026   -0 01 44.9
 FG1837
 FG1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1837!SPC AR N     -   0.99998824  x   0.99996236  =   0.99995060
 FG1837!UTM  15      -   0.99998824  x   0.99960026  =   0.99958850
 FG1837
 FG1837|---------------------------------------------------------------------|
 FG1837| PID    Reference Object                     Distance      Geod. Az  |
 FG1837|                                                           dddmmss.s |
 FG1837| CI1649 HOLLA BEND 2 RM 3                    20.358 METERS 11610     |
 FG1837| CI1650 HOLLA BEND 2 RM 4                    20.505 METERS 18112     |
 FG1837| FG1836 HOLLA BEND                           42.945 METERS 27502     |
 FG1837| CI1648 HOLLA BEND AZ MK 2                                 3542242.6 |
 FG1837|---------------------------------------------------------------------|
 FG1837
 FG1837                          SUPERSEDED SURVEY CONTROL
 FG1837
 FG1837  NAD 83(1986)-  35 09 58.95868(N)    093 03 02.17292(W) AD(       ) 3
 FG1837  NAD 27      -  35 09 58.64987(N)    093 03 01.55061(W) AD(       ) 3
 FG1837
 FG1837.Superseded values are not recommended for survey control.
 FG1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1837.See file dsdata.txt to determine how the superseded data were derived.
 FG1837
 FG1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9539291495(NAD 83)
 FG1837_MARKER: DS = TRIANGULATION STATION DISK
 FG1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1837
 FG1837  HISTORY     - Date     Condition        Report By
 FG1837  HISTORY     - 1968     MONUMENTED       CGS
 FG1837
 FG1837                          STATION DESCRIPTION
 FG1837
 FG1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FG1837'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF POTTSVILLE, AND 7 MILES
 FG1837'SOUTHEAST OF DARDANELLE, ON PROPERTY OWNED BY MR. B. E. HOWARD, WHO
 FG1837'LIVES IN THE HOUSE ON THE TOP OF THE HILL WEST OF THE STATION.  IT
 FG1837'IS IN THE SW 1/2 OF SECTION 17, T 6 N, R 19 W, IN THE NORTHEAST
 FG1837'QUADRANT OF THE T INTERSECTION OF ROADS, 13 FEET SOUTH-SOUTHEAST OF
 FG1837'A LARGE LONE OAK TREE, 122 FEET NORTH OF THE CENTERLINE OF AN
 FG1837'EAST-WEST ROAD, 288 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 FG1837'ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 FG1837'TRIANGULATION STATION DISK, STAMPED HOLLA BEND 2 1968, PROJECTING
 FG1837'4 INCHES.
 FG1837'
 FG1837'REFERENCE MARK NO. 3 IS 66.74 FEET EAST-SOUTHEAST OF THE STATION, 78
 FG1837'FEET SOUTHEAST OF THE LARGE LONE OAK TREE, 90 FEET NORTH OF THE
 FG1837'CENTER OF THE EAST-WEST ROAD, 1 FOOT NORTH OF A METAL WITNESS POST
 FG1837'AND ABOUT 4 FEET LOWER THAN THE STATION.  IT IS A REFERENCE MARK
 FG1837'DISK STAMPED HOLLA BEND 2 NO 3 1968, PROJECTING 4 INCHES.
 FG1837'
 FG1837'REFERENCE MARK NO. 4 IS 67.28 FEET SOUTH OF THE STATION, 81 FEET
 FG1837'SOUTH OF THE LARGE LONE OAK TREE, 47 FEET NORTH OF THE CENTER OF THE
 FG1837'EAST-WEST ROAD, 17 FEET EAST OF A POWER POLE AND 1 FOOT NORTH OF A
 FG1837'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED HOLLA
 FG1837'BEND 2 NO 4 1968.
 FG1837'
 FG1837'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 72.04 FEET.
 FG1837'
 FG1837'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 145 FEET SOUTH OF
 FG1837'THE SOUTHEAST CORNER OF A NARROW CONCRETE BRIDGE OVER A SMALL CREEK,
 FG1837'47 FEET EAST OF THE CENTER OF A DIRT ROAD, 14 FEET EAST OF A FENCE
 FG1837'CORNER, 115 FEET NORTH-NORTHEAST OF A LONE OAK TREE, 99 FEET
 FG1837'NORTH-NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT SOUTH
 FG1837'OF A FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS AN
 FG1837'AZIMUTH MARK DISK STAMPED HOLLA BEND 1940 1968, PROJECTING 6 INCHES.
 FG1837'
 FG1837'TO REACH THE STATION FROM THE POTTSVILLE POST OFFICE GO WEST ON MAIN
 FG1837'STREET FOR 0.15 MILE TO THE JUNCTION WITH STATE HIGHWAY 247, TURN
 FG1837'LEFT AND GO SOUTH FOR 2.0 MILES TO WHERE STATE HIGHWAY 247 TURNS
 FG1837'RIGHT, KEEP STRAIGHT AHEAD FOR 3.65 MILES TO THE AZIMUTH MARK ON
 FG1837'THE LEFT, CONTINUE SOUTH FOR 0.4 MILE TO A T INTERSECTION, TURN
 FG1837'LEFT FOR 0.1 MILE TO THE STATION ON THE LEFT ON THE EAST SLOPE OF
 FG1837'THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1699 ***********************************************************************
 FG1699  DESIGNATION -  HOLLAND
 FG1699  PID         -  FG1699
 FG1699  STATE/COUNTY-  AR/FAULKNER
 FG1699  USGS QUAD   -  HOLLAND (1994)
 FG1699
 FG1699                         *CURRENT SURVEY CONTROL
 FG1699  ___________________________________________________________________
 FG1699* NAD 83(1997)-  35 09 31.03657(N)    092 15 16.32537(W)     ADJUSTED  
 FG1699* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 FG1699  ___________________________________________________________________
 FG1699  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 FG1699  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FG1699
 FG1699  HORZ ORDER  -  SECOND
 FG1699
 FG1699.The horizontal coordinates were established by classical geodetic methods
 FG1699.and adjusted by the National Geodetic Survey in September 1999..
 FG1699
 FG1699.The orthometric height was scaled from a topographic map.
 FG1699
 FG1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1699
 FG1699.The geoid height was determined by GEOID03.
 FG1699
 FG1699;                    North         East     Units Scale Factor Converg.
 FG1699;SPC AR N     -    91,588.700   376,809.787   MT  0.99996335   -0 08 53.2
 FG1699;SPC AR N     -   300,487.26  1,236,250.11   sFT  0.99996335   -0 08 53.2
 FG1699;UTM  15      - 3,890,888.136   567,894.048   MT  0.99965681   +0 25 45.4
 FG1699
 FG1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1699!SPC AR N     -   0.99997501  x   0.99996335  =   0.99993836
 FG1699!UTM  15      -   0.99997501  x   0.99965681  =   0.99963182
 FG1699
 FG1699|---------------------------------------------------------------------|
 FG1699| PID    Reference Object                     Distance      Geod. Az  |
 FG1699|                                                           dddmmss.s |
 FG1699| CI1655 HOLLAND RM 1                         18.761 METERS 12851     |
 FG1699| CI1654 HOLLAND AZ MK                                      1505140.9 |
 FG1699| CI1656 HOLLAND RM 2                         14.017 METERS 35204     |
 FG1699|---------------------------------------------------------------------|
 FG1699
 FG1699                          SUPERSEDED SURVEY CONTROL
 FG1699
 FG1699  NAD 83(1986)-  35 09 31.05470(N)    092 15 16.31760(W) AD(       ) 2
 FG1699  NAD 27      -  35 09 30.74750(N)    092 15 15.77330(W) AD(       ) 2
 FG1699
 FG1699.Superseded values are not recommended for survey control.
 FG1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1699.See file dsdata.txt to determine how the superseded data were derived.
 FG1699
 FG1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6789490888(NAD 83)
 FG1699_MARKER: DS = TRIANGULATION STATION DISK
 FG1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1699
 FG1699  HISTORY     - Date     Condition        Report By
 FG1699  HISTORY     - 1962     MONUMENTED       CGS
 FG1699  HISTORY     - 1967     GOOD             CGS
 FG1699
 FG1699                          STATION DESCRIPTION
 FG1699
 FG1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1699'THE STATION IS 11-3/4 MILES NORTHEAST OF CONWAY, 6 MILES
 FG1699'NORTHWEST OF VILONIA, 1-1/2 MILES SOUTHEAST OF HOLLAND, NEAR
 FG1699'THE SOUTHEAST EDGE OF A CLEARING ON THE HIGHEST POINT OF
 FG1699'A TIMBERED RIDGE, AND ON PROPERTY OWNED BY MR. GEORGE JACKSON.
 FG1699'
 FG1699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 FG1699'AND STATE HIGHWAY 36 ABOUT 8 MILES EAST OF CONWAY, GO NORTHERLY
 FG1699'ON HIGHWAY 36 FOR 6.75 MILES TO A SIDE ROAD ON THE LEFT.
 FG1699'TURN LEFT AND GO NORTHWEST ON A DIRT ROAD FOR 0.25 MILE TO
 FG1699'A SIDE ROAD ON THE LEFT.  CONTINUE NORTHWEST ON THE DIRT
 FG1699'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FG1699'NORTHERLY ON THE DIRT ROAD FOR 0.45 MILE TO A SIDE ROAD ON THE
 FG1699'LEFT.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR 0.7 MILE
 FG1699'TO A REVERSE-Y FORK AND A TRACK ROAD ON THE RIGHT.  TURN
 FG1699'SHARP RIGHT AND GO NORTHEAST, UPHILL, ON A DIRT ROAD FOR
 FG1699'0.3 MILE TO AN OLD HOUSE ON THE LEFT.  CONTINUE
 FG1699'NORTHEASTERLY ALONG THE SOUTHEAST EDGE OF THE RIDGE FOR 0.2
 FG1699'MILE TO THE TOP OF THE RIDGE AND THE STATION.
 FG1699'
 FG1699'STATION MARKS ARE STANDARD DISKS STAMPED HOLLAND 1962.  THE
 FG1699'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FG1699'2 INCHES.  IT IS 8 FEET SOUTHWEST OF A METAL WITNESS POST
 FG1699'AND IS IN A SMALL CLEARING ON THE HIGHEST POINT OF THE RIDGE.
 FG1699'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FG1699'28 INCHES BELOW THE SURFACE OF THE GROUND.
 FG1699'
 FG1699'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOLLAND NO
 FG1699'1 1962, IS CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER
 FG1699'WHICH PROJECTS 1 FOOT ON THE SOUTHEAST SIDE.  IT IS ON THE
 FG1699'SOUTHEAST SLOPE OF THE RIDGE AND ABOUT 3 FEET LOWER IN ELEVATION
 FG1699'THAN THE STATION.
 FG1699'
 FG1699'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOLLAND NO
 FG1699'2 1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 FG1699'INCHES.  IT IS 41 FEET NORTH OF THE METAL WITNESS POST AND
 FG1699'ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION.
 FG1699'
 FG1699'AZIMUTH MARK, A STANDARD DISK STAMPED HOLLAND 1962, IS SET
 FG1699'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 138
 FG1699'FEET SOUTHEAST OF A POWER POLE, 19.5 FEET NORTHEAST OF THE
 FG1699'CENTER OF THE DIRT ROAD AND 1.5 FEET NORTHWEST OF A METAL
 FG1699'WITNESS POST.
 FG1699'
 FG1699'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FG1699'
 FG1699'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FG1699
 FG1699                          STATION RECOVERY (1967)
 FG1699
 FG1699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1699'THE STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED
 FG1699'BY J.K. RICHARDS IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1878 ***********************************************************************
 EJ1878  DESIGNATION -  HOLLIDAY
 EJ1878  PID         -  EJ1878
 EJ1878  STATE/COUNTY-  AR/PERRY
 EJ1878  USGS QUAD   -  MARTINDALE (1984)
 EJ1878
 EJ1878                         *CURRENT SURVEY CONTROL
 EJ1878  ___________________________________________________________________
 EJ1878* NAD 83(1997)-  34 54 38.45045(N)    092 44 43.32340(W)     ADJUSTED  
 EJ1878* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 EJ1878  ___________________________________________________________________
 EJ1878  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 EJ1878  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 EJ1878
 EJ1878  HORZ ORDER  -  FIRST
 EJ1878
 EJ1878.The horizontal coordinates were established by classical geodetic methods
 EJ1878.and adjusted by the National Geodetic Survey in September 1999..
 EJ1878
 EJ1878.The orthometric height was scaled from a topographic map.
 EJ1878
 EJ1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1878
 EJ1878.The geoid height was determined by GEOID03.
 EJ1878
 EJ1878;                    North         East     Units Scale Factor Converg.
 EJ1878;SPC AR N     -    64,310.205   331,883.241   MT  1.00000453   -0 26 01.4
 EJ1878;SPC AR N     -   210,991.06  1,088,853.60   sFT  1.00000453   -0 26 01.4
 EJ1878;SPC AR S     -   649,148.723   331,881.096   MT  1.00003529   -0 25 01.8
 EJ1878;SPC AR S     - 2,129,748.77  1,088,846.56   sFT  1.00003529   -0 25 01.8
 EJ1878;UTM  15      - 3,863,167.545   523,260.874   MT  0.99960667   +0 08 44.6
 EJ1878
 EJ1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1878!SPC AR N     -   0.99995509  x   1.00000453  =   0.99995962
 EJ1878!SPC AR S     -   0.99995509  x   1.00003529  =   0.99999038
 EJ1878!UTM  15      -   0.99995509  x   0.99960667  =   0.99956178
 EJ1878
 EJ1878:                Primary Azimuth Mark                     Grid Az
 EJ1878:SPC AR N     -  HOLLIDAY AZ MK                           097 00 42.7
 EJ1878:SPC AR S     -  HOLLIDAY AZ MK                           096 59 43.1
 EJ1878:UTM  15      -  HOLLIDAY AZ MK                           096 25 56.7
 EJ1878
 EJ1878|---------------------------------------------------------------------|
 EJ1878| PID    Reference Object                     Distance      Geod. Az  |
 EJ1878|                                                           dddmmss.s |
 EJ1878| CY6220 HOLLIDAY AZ MK                                     0963441.3 |
 EJ1878| CY6221 HOLLIDAY RM 1                        26.425 METERS 11926     |
 EJ1878| CY6222 HOLLIDAY RM 2                        36.709 METERS 26255     |
 EJ1878|---------------------------------------------------------------------|
 EJ1878
 EJ1878                          SUPERSEDED SURVEY CONTROL
 EJ1878
 EJ1878  NAD 83(1986)-  34 54 38.46445(N)    092 44 43.31540(W) AD(       ) 1
 EJ1878  NAD 27      -  34 54 38.14200(N)    092 44 42.71800(W) AD(       ) 1
 EJ1878
 EJ1878.Superseded values are not recommended for survey control.
 EJ1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1878.See file dsdata.txt to determine how the superseded data were derived.
 EJ1878
 EJ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2326163168(NAD 83)
 EJ1878_MARKER: DS = TRIANGULATION STATION DISK
 EJ1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1878
 EJ1878  HISTORY     - Date     Condition        Report By
 EJ1878  HISTORY     - 1940     MONUMENTED       CGS
 EJ1878  HISTORY     - 1967     SEE DESCRIPTION  CGS
 EJ1878
 EJ1878                          STATION DESCRIPTION
 EJ1878
 EJ1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1878'STATION IS LOCATED ABOUT 4.0 MILES SE OF THORNBURG, 9.5 MILES
 EJ1878'SW OF BIGELOW, ON THE HIGHEST PART OF A RIDGE THAT RUNS
 EJ1878'E AND W.
 EJ1878'
 EJ1878'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EJ1878'DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1878'
 EJ1878'STATION IS STAMPED HOLLIDAY 1940 AND PROJECTS ABOUT 4 INCHES
 EJ1878'ABOVE THE GROUND.  IT IS 31.0 FEET NE OF AN 18-INCH PINE TREE
 EJ1878'WITH A TRIANGLE BLAZE, 30.0 FEET N OF THE CENTER LINE OF
 EJ1878'TRACK ROAD, AND 10.2 FEET ESE OF A WHITE REFERENCE POST.
 EJ1878'
 EJ1878'REFERENCE MARK NO.1 IS STAMPED HOLLIDAY NO.1, 1940, PROJECTS
 EJ1878'ABOUT 7 INCHES ABOVE THE GROUND, AND IS ABOUT 3.0 FEET LOWER
 EJ1878'THAN THE STATION.  IT IS 18.0 FEET N OF THE CENTER LINE OF
 EJ1878'A TRACK ROAD.
 EJ1878'
 EJ1878'REFERENCE MARK NO.2 IS STAMPED HOLLIDAY NO.2, 1940, PROJECTS
 EJ1878'ABOUT 7 INCHES ABOVE THE GROUND, AND IS ABOUT 2.0 FEET LOWER
 EJ1878'THAN THE STATION.
 EJ1878'
 EJ1878'AZIMUTH MARK IS STAMPED HOLLIDAY 1940, PROJECTS ABOUT 4
 EJ1878'INCHES ABOVE THE GROUND.  IT IS 4.2 FEET W OF A WHITE REFERENCE
 EJ1878'POST, AND 11.0 FEET N OF THE CENTER LINE OF TRACK ROAD.
 EJ1878'
 EJ1878'STATION IS REACHED AS FOLLOWS--FROM MORRILTON GO S ON STATE
 EJ1878'HIGHWAY 9 FOR 19.5 MILES TO THORNBURG POST OFFICE ON THE
 EJ1878'RIGHT.  TURN LEFT, (E) AND GO 4.7 MILES ON GRADED DIRT ROAD
 EJ1878'TO SMALL OAK TREE ON THE RIGHT WITH TRIANGLE BLAZE.  TURN
 EJ1878'RIGHT THROUGH WIRE GATE AND FOLLOW MAIN-TRAVELED ROAD SOUTHERLY
 EJ1878'1.85 MILES TO PINE TREE ON THE LEFT WITH TRIANGLE BLAZE.
 EJ1878'TURN RIGHT (W) ON DIM ROAD AND GO 0.25 MILE TO AZIMUTH MARK
 EJ1878'ON THE RIGHT (N).  CONTINUE 0.3 MILE TO PINE TREE WITH
 EJ1878'TRIANGLE BLAZE AND STATION ON THE RIGHT (N).
 EJ1878'
 EJ1878'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 EJ1878
 EJ1878                          STATION RECOVERY (1967)
 EJ1878
 EJ1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ1878'THE STATION WAS SEARCHED FOR THREE TIMES AND NOT FOUND.  DUE TO
 EJ1878'UNDERBRUSH, LEAVES, ALSO THE HILL HAS NO HIGHEST POINT AND I WAS
 EJ1878'UNABLE TO LOCATED ANY OF THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1384 ***********************************************************************
 DL1384  DESIGNATION -  HOLLY
 DL1384  PID         -  DL1384
 DL1384  STATE/COUNTY-  AR/OUACHITA
 DL1384  USGS QUAD   -  HOLLY SPRINGS (1985)
 DL1384
 DL1384                         *CURRENT SURVEY CONTROL
 DL1384  ___________________________________________________________________
 DL1384* NAD 83(1997)-  33 46 52.86353(N)    092 41 12.49272(W)     ADJUSTED  
 DL1384* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 DL1384  ___________________________________________________________________
 DL1384  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DL1384  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL1384
 DL1384  HORZ ORDER  -  FIRST
 DL1384
 DL1384.The horizontal coordinates were established by classical geodetic methods
 DL1384.and adjusted by the National Geodetic Survey in September 1999..
 DL1384
 DL1384.The orthometric height was scaled from a topographic map.
 DL1384
 DL1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1384
 DL1384.The geoid height was determined by GEOID03.
 DL1384
 DL1384;                    North         East     Units Scale Factor Converg.
 DL1384;SPC AR S     -   523,845.409   336,392.743   MT  0.99992817   -0 23 03.8
 DL1384;SPC AR S     - 1,718,649.48  1,103,648.52   sFT  0.99992817   -0 23 03.8
 DL1384;UTM  15      - 3,737,957.106   528,996.964   MT  0.99961037   +0 10 26.9
 DL1384
 DL1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1384!SPC AR S     -   0.99999360  x   0.99992817  =   0.99992177
 DL1384!UTM  15      -   0.99999360  x   0.99961037  =   0.99960398
 DL1384
 DL1384:                Primary Azimuth Mark                     Grid Az
 DL1384:SPC AR S     -  BUCKSNORT                                074 20 07.0
 DL1384:UTM  15      -  BUCKSNORT                                073 46 36.3
 DL1384
 DL1384|---------------------------------------------------------------------|
 DL1384| PID    Reference Object                     Distance      Geod. Az  |
 DL1384|                                                           dddmmss.s |
 DL1384| DL1382 BUCKSNORT                           APPROX.17.5 KM 0735703.2 |
 DL1384| CY6223 HOLLY AZ MK                                        1305419.9 |
 DL1384| DL1388 BEARDEN MUNICIPAL TANK              APPROX. 9.0 KM 1333901.0 |
 DL1384| CY6224 HOLLY RM 1                           34.973 METERS 16417     |
 DL1384| CY6225 HOLLY RM 2                           30.599 METERS 24611     |
 DL1384| DL1385 HOLLY SPRINGS LOOKOUT TWR AFC       APPROX. 2.5 KM 2580351.2 |
 DL1384|---------------------------------------------------------------------|
 DL1384
 DL1384                          SUPERSEDED SURVEY CONTROL
 DL1384
 DL1384  NAD 83(1997)-  33 46 52.87284(N)    092 41 12.48504(W) AD(       ) 1
 DL1384  NAD 83(1986)-  33 46 52.87437(N)    092 41 12.48513(W) AD(       ) 1
 DL1384  NAD 27      -  33 46 52.49075(N)    092 41 11.90944(W) AD(       ) 1
 DL1384
 DL1384.Superseded values are not recommended for survey control.
 DL1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1384.See file dsdata.txt to determine how the superseded data were derived.
 DL1384
 DL1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2899737957(NAD 83)
 DL1384_MARKER: DS = TRIANGULATION STATION DISK
 DL1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1384
 DL1384  HISTORY     - Date     Condition        Report By
 DL1384  HISTORY     - 1942     MONUMENTED       CGS
 DL1384  HISTORY     - 1948     GOOD             CGS
 DL1384  HISTORY     - 1964     GOOD             CGS
 DL1384  HISTORY     - 1972     GOOD             USGS
 DL1384  HISTORY     - 1985     GOOD             LOCSUR
 DL1384
 DL1384                          STATION DESCRIPTION
 DL1384
 DL1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1384'STATION IS ABOUT 2.5 MILES SSE OF HOLLY SPRINGS, IN THE SW
 DL1384'1/4 OF SEC. 7, T. 11 S, R. 15 W, AND ON THE HIGHEST GROUND
 DL1384'OF A N-S RIDGE.  IT IS 200 FEET NE OF THE CENTER LINE OF A
 DL1384'NW -SE GRAVEL ROAD, 35 FEET NE OF THE NE SIDE OF A COLORED
 DL1384'SCHOOL BUILDING AND 20 FEET W OF A WHITE REFERENCE POST.
 DL1384'MARK IS STAMPED HOLLY 1942 AND IS FLUSH WITH THE SURFACE OF THE
 DL1384'GROUND.
 DL1384'
 DL1384'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1384'BRONZE DISKS SET IN CONCRETE.
 DL1384'
 DL1384'REFERENCE MARK NO. 1 IS 118 FEET NE OF THE CENTER LINE OF THE
 DL1384'GRAVEL ROAD AND 35 FEET SE OF THE SE SIDE OF THE SCHOOL BUILDING.
 DL1384'MARK IS STAMPED HOLLY NO. 1 1942 AND PROJECTS 6 INCHES.
 DL1384'
 DL1384'REFERENCE MARK NO. 2 IS 99 FEET NE OF THE CENTER LINE OF THE
 DL1384'GRAVEL ROAD AND 42 FEET NW OF THE NW SIDE OF THE SCHOOL.  MARK
 DL1384'IS STAMPED HOLLY NO. 2 1942 AND PROJECTS 6 INCHES.
 DL1384'
 DL1384'AZIMUTH MARK IS 137 FEET W OF THE CENTER LINE OF A GRAVEL
 DL1384'ROAD, 9 FEET SW OF THE SW CORNER OF A BARN, 3 FEET S OF A
 DL1384'WHITE REFERENCE POST, AND 1 FOOT W OF THE BARNYARD FENCE.
 DL1384'MARK IS STAMPED HOLLY 1942 AND PROJECTS ABOUT 4 INCHES.
 DL1384'
 DL1384'TO REACH FROM HOLLY SPRINGS GO S ON STATE HIGHWAY 9 FOR 1.3
 DL1384'MILES AND TAKE LEFT FORK, SE, OFF THE HIGHWAY, GO 0.9 MILE AND
 DL1384'TURN LEFT, E, GO 0.7 MILE TO A COLORED SCHOOL AND THE STATION
 DL1384'ON THE NE SIDE OF THE ROAD.  TO REACH THE AZIMUTH MARK CONTINUE
 DL1384'SE ON THIS ROAD FOR 0.9 MILE AND TURN RIGHT AT A CROSS ROAD,
 DL1384'GO 0.15 MILE TO A BARN AND THE AZIMUTH MARK ABOUT 100 FEET
 DL1384'ON THE RIGHT.
 DL1384'
 DL1384'116-FOOT SIGNALS AT BUD AND BAYOU ARE VISIBLE AT 103 FEET.
 DL1384'
 DL1384'116-FOOT SIGNALS AT BUCKSNORT AND MOLLETTE ARE VISIBLE AT
 DL1384'90 FEET.
 DL1384'
 DL1384'A 103-FOOT SIGNAL AT AMY IS VISIBLE AT 90 FEET.
 DL1384
 DL1384                          STATION RECOVERY (1948)
 DL1384
 DL1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EWC)
 DL1384'STATION RECOVERED AS DESCRIBED.  AZIMUTH MARK IS NOT INTERVISIBLE
 DL1384'WITH STATION UNLESS LINE IS CUT THROUGH BRUSH AND TIMBER.
 DL1384
 DL1384                          STATION RECOVERY (1964)
 DL1384
 DL1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1384'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 DL1384'CONDITION AT THIS TIME.  THE STATION MARK IS TOO CLOSE TO
 DL1384'A SMALL SHED TO OCCUPY AT THIS TIME AND THE TOWER WAS BUILT
 DL1384'AND OCCUPIED OVER AN ECCENTRIC POINT.
 DL1384
 DL1384                          STATION RECOVERY (1972)
 DL1384
 DL1384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JGC)
 DL1384'STATION IS ABOUT 2.5 MILES SSE OF HOLLY SPRINGS, IN SW 1/4
 DL1384'SEC. 7, T-11-S., R.-15-W., AND ON THE HIGHEST GROUND OF A
 DL1384'N-S RIDGE, ON PROPERTY OF JEFF LAMBERT 200 FT. NE OF CENTERLINE
 DL1384'OF NW-SE PAVED ROAD.  32 FT. N. AND 4.5 FT. E. OF THE NW
 DL1384'CORNER OF MR. LAMBERTS HOUSE.  1 FT. N. OF THE CENTER OF
 DL1384'SMALL CHICKEN COOP BEHIND THE HOUSE.  1.5 FT. E. OF WHITE
 DL1384'WITNESS SIGN.
 DL1384
 DL1384                          STATION RECOVERY (1985)
 DL1384
 DL1384'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (TGR)
 DL1384'TRIANGULATION STATION FOUND GOOD.
 DL1384'AZIMUTH MARK FOUND DESTROYED.
 DL1384'DID NOT SEARCH FOR REFERENCE MONUMENTS.
 DL1384'
 DL1384'DELETE DESCRIPTIONS DEALING WITH SCHOOL - SCHOOL NO LONGER
 DL1384'THERE.  MONUMENT 205 FEET NORTH OF PAVED RD (HWY 203) 1 FOOT NORTH
 DL1384'OF NORTH WALL OF SHED.  4 FEET EAST OF NW CORNER OF SHED 1.8 FEET NE
 DL1384'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2917 ***********************************************************************
 EH2917  DESIGNATION -  HOLLY
 EH2917  PID         -  EH2917
 EH2917  STATE/COUNTY-  AR/MONROE
 EH2917  USGS QUAD   -  PARK GROVE (1971)
 EH2917
 EH2917                         *CURRENT SURVEY CONTROL
 EH2917  ___________________________________________________________________
 EH2917* NAD 83(1997)-  34 38 54.36835(N)    091 11 42.07823(W)     ADJUSTED  
 EH2917* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 EH2917  ___________________________________________________________________
 EH2917  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 EH2917  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2917
 EH2917  HORZ ORDER  -  SECOND
 EH2917
 EH2917.The horizontal coordinates were established by classical geodetic methods
 EH2917.and adjusted by the National Geodetic Survey in September 1999..
 EH2917
 EH2917.The orthometric height was scaled from a topographic map.
 EH2917
 EH2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2917
 EH2917.The geoid height was determined by GEOID03.
 EH2917
 EH2917;                    North         East     Units Scale Factor Converg.
 EH2917;SPC AR S     -   620,098.207   473,795.359   MT  0.99997577   +0 27 01.9
 EH2917;SPC AR S     - 2,034,438.87  1,554,443.61   sFT  0.99997577   +0 27 01.9
 EH2917;UTM  15      - 3,835,538.706   665,418.366   MT  0.99993727   +1 01 35.2
 EH2917
 EH2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2917!SPC AR S     -   0.99999574  x   0.99997577  =   0.99997151
 EH2917!UTM  15      -   0.99999574  x   0.99993727  =   0.99993301
 EH2917
 EH2917:                Primary Azimuth Mark                     Grid Az
 EH2917:SPC AR S     -  HOLLY AZ MK                              359 47 10.3
 EH2917:UTM  15      -  HOLLY AZ MK                              359 12 37.0
 EH2917
 EH2917|---------------------------------------------------------------------|
 EH2917| PID    Reference Object                     Distance      Geod. Az  |
 EH2917|                                                           dddmmss.s |
 EH2917| CY6226 HOLLY AZ MK                                        0001412.2 |
 EH2917| EH2913 HOLLY GROVE MUNICIPAL TANK          APPROX. 5.8 KM 1863801.8 |
 EH2917| EH2915 HOLLY GROVE GRAIN ELEVATOR          APPROX. 5.9 KM 1973008.0 |
 EH2917| CY6227 HOLLY RM 1                           39.453 METERS 22218     |
 EH2917| CY6228 HOLLY RM 2                           72.527 METERS 34138     |
 EH2917|---------------------------------------------------------------------|
 EH2917
 EH2917                          SUPERSEDED SURVEY CONTROL
 EH2917
 EH2917  NAD 83(1986)-  34 38 54.37552(N)    091 11 42.07475(W) AD(       ) 2
 EH2917  NAD 27      -  34 38 54.02277(N)    091 11 41.63020(W) AD(       ) 2
 EH2917
 EH2917.Superseded values are not recommended for survey control.
 EH2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2917.See file dsdata.txt to determine how the superseded data were derived.
 EH2917
 EH2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6541835539(NAD 83)
 EH2917_MARKER: DS = TRIANGULATION STATION DISK
 EH2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2917
 EH2917  HISTORY     - Date     Condition        Report By
 EH2917  HISTORY     - 1965     MONUMENTED       CGS
 EH2917  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH2917
 EH2917                          STATION DESCRIPTION
 EH2917
 EH2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2917'STATION IS ABOUT 3-1/2 MILES NORTH OF HOLLY GROVE, IN THE
 EH2917'SOUTHEAST 1/4 OF SECTION 34, T 1 N., R 2 W., AND ON THE
 EH2917'PROPERTY OF MRS. W.H. BURKS.
 EH2917'
 EH2917'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 EH2917'17 AND 86 AT THE NORTHEAST EDGE OF HOLLY GROVE, GO NORTH ON
 EH2917'HIGHWAY 17 FOR 3.05 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH
 EH2917'ON HIGHWAY 17 FOR ABOUT 150 FEET TO THE STATION ON THE LEFT.
 EH2917'
 EH2917'STATION MARKS ARE STANDARD DISKS STAMPED HOLLY 1965.  THE
 EH2917'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2917'1 INCH.  IT IS 5 FEET NORTHWEST OF A METAL WITNESS POST, 23
 EH2917'FEET SOUTHEAST OF THE SOUTHEAST OF A LARGE KING MOTOR CO. SIGN,
 EH2917'67 FEET NORTH OF A 24 INCH TREE AND 74 FEET WEST OF THE
 EH2917'CENTERLINE OF HIGHWAY 17.  THE UNDERGROUND DISK IS SET IN AN
 EH2917'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 EH2917'GROUND.
 EH2917'
 EH2917'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOLLY NO 1 1965,
 EH2917'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH2917'IT IS 1 FOOT EAST OF A POWER POLE AND 22 FEET NORTH OF A WIRE
 EH2917'FENCE.
 EH2917'
 EH2917'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOLLY NO 2 1965,
 EH2917'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS
 EH2917'1 FOOT EAST OF A POWER POLE AND 81 FEET WEST OF THE CENTERLINE
 EH2917'OF HIGHWAY 17.
 EH2917'
 EH2917'AZIMUTH MARK, A STANDARD DISK STAMPED HOLLY 1965, IS SET IN A
 EH2917'DRILL HOLE IN A CONCRETE CULVERT ABUTMENT WHICH PROJECTS ABOUT
 EH2917'15 INCHES.  IT IS 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 EH2917'1.2 FEET NORTH OF THE SOUTH END OF THE CONCRETE ABUTMENT AND 17
 EH2917'FEET WEST OF THE CENTERLINE OF HIGHWAY 17.
 EH2917'
 EH2917'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 EH2917'17 FOR 0.4 MILE TO A CONCRETE CULVERT AND THE MARK ON THE LEFT.
 EH2917'
 EH2917'NOTE, REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION.
 EH2917'
 EH2917'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2917
 EH2917                          STATION RECOVERY (2003)
 EH2917
 EH2917'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH2917'HOLLY AZ MK WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2915 ***********************************************************************
 EH2915  DESIGNATION -  HOLLY GROVE GRAIN ELEVATOR
 EH2915  PID         -  EH2915
 EH2915  STATE/COUNTY-  AR/MONROE
 EH2915  USGS QUAD   -  HOLLY GROVE (1971)
 EH2915
 EH2915                         *CURRENT SURVEY CONTROL
 EH2915  ___________________________________________________________________
 EH2915* NAD 83(1997)-  34 35 51.61126(N)    091 12 51.76995(W)     ADJUSTED  
 EH2915* NAVD 88     -                                                        
 EH2915  ___________________________________________________________________
 EH2915  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EH2915  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2915
 EH2915  HORZ ORDER  -  THIRD
 EH2915
 EH2915.The horizontal coordinates were established by classical geodetic methods
 EH2915.and adjusted by the National Geodetic Survey in September 1999..
 EH2915
 EH2915
 EH2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2915
 EH2915.The geoid height was determined by GEOID03.
 EH2915
 EH2915;                    North         East     Units Scale Factor Converg.
 EH2915;SPC AR S     -   614,453.104   472,063.917   MT  0.99996668   +0 26 22.9
 EH2915;SPC AR S     - 2,015,918.23  1,548,763.03   sFT  0.99996668   +0 26 22.9
 EH2915;UTM  15      - 3,829,876.718   663,743.740   MT  0.99993048   +1 00 50.8
 EH2915
 EH2915                          SUPERSEDED SURVEY CONTROL
 EH2915
 EH2915  NAD 83(1986)-  34 35 51.61842(N)    091 12 51.76628(W) AD(       ) 4
 EH2915  NAD 27      -  34 35 51.27110(N)    091 12 51.32145(W) AD(       ) 3
 EH2915
 EH2915.Superseded values are not recommended for survey control.
 EH2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2915.See file dsdata.txt to determine how the superseded data were derived.
 EH2915
 EH2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6374429877(NAD 83)
 EH2915_MARKER: 65 = GRAIN ELEVATOR
 EH2915
 EH2915  HISTORY     - Date     Condition        Report By
 EH2915  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2915
 EH2915                          STATION DESCRIPTION
 EH2915
 EH2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2915'THE STATION IS THE CENTER OF THE TOP OF THE ELEVATOR, LOCATED
 EH2915'ALONG THE NORTH SIDE OF STATE HIGHWAY 86, 0.8 MILE WEST OF
 EH2915'THE RAILROAD DEPOT IN HOLLY GROVE.  IT IS A ROUND WHITE CONCRETE
 EH2915'STRUCTURE WITH AN ALUMINUM TOP.  IT IS OWNED AND OPERATED BY
 EH2915'THE ARKANSAS RICE GROWERS CO-OP AND IS KNOWN AS THE WHEATLEY
 EH2915'GRAIN DRYER.  THE OVERALL HEIGHT IS 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2913 ***********************************************************************
 EH2913  DESIGNATION -  HOLLY GROVE MUNICIPAL TANK
 EH2913  PID         -  EH2913
 EH2913  STATE/COUNTY-  AR/MONROE
 EH2913  USGS QUAD   -  HOLLY GROVE (1971)
 EH2913
 EH2913                         *CURRENT SURVEY CONTROL
 EH2913  ___________________________________________________________________
 EH2913* NAD 83(1997)-  34 35 48.03168(N)    091 12 08.28534(W)     ADJUSTED  
 EH2913* NAVD 88     -                                                        
 EH2913  ___________________________________________________________________
 EH2913  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EH2913  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2913
 EH2913  HORZ ORDER  -  THIRD
 EH2913
 EH2913.The horizontal coordinates were established by classical geodetic methods
 EH2913.and adjusted by the National Geodetic Survey in September 1999..
 EH2913
 EH2913
 EH2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2913
 EH2913.The geoid height was determined by GEOID03.
 EH2913
 EH2913;                    North         East     Units Scale Factor Converg.
 EH2913;SPC AR S     -   614,351.376   473,172.751   MT  0.99996651   +0 26 47.3
 EH2913;SPC AR S     - 2,015,584.47  1,552,400.93   sFT  0.99996651   +0 26 47.3
 EH2913;UTM  15      - 3,829,786.115   664,853.501   MT  0.99993498   +1 01 15.4
 EH2913
 EH2913                          SUPERSEDED SURVEY CONTROL
 EH2913
 EH2913  NAD 83(1986)-  34 35 48.03904(N)    091 12 08.28166(W) AD(       ) 4
 EH2913  NAD 27      -  34 35 47.68577(N)    091 12 07.83856(W) AD(       ) 3
 EH2913
 EH2913.Superseded values are not recommended for survey control.
 EH2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2913.See file dsdata.txt to determine how the superseded data were derived.
 EH2913
 EH2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6485429786(NAD 83)
 EH2913_MARKER: 53 = ELEVATED TANK
 EH2913
 EH2913  HISTORY     - Date     Condition        Report By
 EH2913  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2913
 EH2913                          STATION DESCRIPTION
 EH2913
 EH2913'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2913'STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 4 LEGGED
 EH2913'STEEL, SELF-SUPPORTING STRUCTURE PAINTED SILVER WITH AND
 EH2913'OVERALL HEIGHT OF 140 FEET.
 EH2913'
 EH2913'LOCATED IN HOLLY GROVE IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 EH2913'OF SECOND AVE. AND BEECH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1385 ***********************************************************************
 DL1385  DESIGNATION -  HOLLY SPRINGS LOOKOUT TWR AFC
 DL1385  PID         -  DL1385
 DL1385  STATE/COUNTY-  AR/OUACHITA
 DL1385  USGS QUAD   -  HOLLY SPRINGS (1985)
 DL1385
 DL1385                         *CURRENT SURVEY CONTROL
 DL1385  ___________________________________________________________________
 DL1385* NAD 83(1997)-  33 46 36.23236(N)    092 42 46.65105(W)     ADJUSTED  
 DL1385* NAVD 88     -                                                        
 DL1385  ___________________________________________________________________
 DL1385  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DL1385  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL1385
 DL1385  HORZ ORDER  -  THIRD
 DL1385
 DL1385.The horizontal coordinates were established by classical geodetic methods
 DL1385.and adjusted by the National Geodetic Survey in September 1999..
 DL1385
 DL1385
 DL1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1385
 DL1385.The geoid height was determined by GEOID03.
 DL1385
 DL1385;                    North         East     Units Scale Factor Converg.
 DL1385;SPC AR S     -   523,349.602   333,966.899   MT  0.99992852   -0 23 56.5
 DL1385;SPC AR S     - 1,717,022.82  1,095,689.73   sFT  0.99992852   -0 23 56.5
 DL1385;UTM  15      - 3,737,437.838   526,576.841   MT  0.99960871   +0 09 34.5
 DL1385
 DL1385                          SUPERSEDED SURVEY CONTROL
 DL1385
 DL1385  NAD 83(1997)-  33 46 36.24160(N)    092 42 46.64343(W) AD(       ) 4
 DL1385  NAD 83(1986)-  33 46 36.24322(N)    092 42 46.64339(W) AD(       ) 4
 DL1385  NAD 27      -  33 46 35.85900(N)    092 42 46.06000(W) AD(       ) 3
 DL1385
 DL1385.Superseded values are not recommended for survey control.
 DL1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1385.See file dsdata.txt to determine how the superseded data were derived.
 DL1385
 DL1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2657737438(NAD 83)
 DL1385_MARKER: 57 = LOOKOUT TOWER
 DL1385
 DL1385  HISTORY     - Date     Condition        Report By
 DL1385  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1385  HISTORY     - 1942     GOOD             CGS
 DL1385  HISTORY     - 1964     GOOD             CGS
 DL1385
 DL1385                          STATION DESCRIPTION
 DL1385
 DL1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1385'STATION IS A LOOKOUT TOWER OF THE ARKANSAS FORESTRY COMMISSION.
 DL1385'IT IS IN THE NE 1/4 SEC. 14, T. 11 S, R. 16 W, ABOUT 2.5 MILES
 DL1385'S OF HOLLY SPRINGS.  STATION IS ALL STEEL CONSTRUCTION AND HAS
 DL1385'AN ENCLOSED CABIN AT THE TOP.  THE TOWER IS ABOUT 110 FEET HIGH.
 DL1385'THIS IS AN INTERSECTION STATION.
 DL1385
 DL1385                          STATION RECOVERY (1942)
 DL1385
 DL1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1385'STATION RECOVERED AS DESCRIBED.
 DL1385
 DL1385                          STATION RECOVERY (1964)
 DL1385
 DL1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1385'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1383 ***********************************************************************
 DL1383  DESIGNATION -  HOLMES
 DL1383  PID         -  DL1383
 DL1383  STATE/COUNTY-  AR/DALLAS
 DL1383  USGS QUAD   -  HOLLY SPRINGS (1985)
 DL1383
 DL1383                         *CURRENT SURVEY CONTROL
 DL1383  ___________________________________________________________________
 DL1383* NAD 83(1997)-  33 51 26.04634(N)    092 41 21.99615(W)     ADJUSTED  
 DL1383* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 DL1383  ___________________________________________________________________
 DL1383  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DL1383  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL1383
 DL1383  HORZ ORDER  -  SECOND
 DL1383
 DL1383.The horizontal coordinates were established by classical geodetic methods
 DL1383.and adjusted by the National Geodetic Survey in September 1999..
 DL1383
 DL1383.The orthometric height was scaled from a topographic map.
 DL1383
 DL1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1383
 DL1383.The geoid height was determined by GEOID03.
 DL1383
 DL1383;                    North         East     Units Scale Factor Converg.
 DL1383;SPC AR S     -   532,263.235   336,204.944   MT  0.99992322   -0 23 09.2
 DL1383;SPC AR S     - 1,746,266.96  1,103,032.39   sFT  0.99992322   -0 23 09.2
 DL1383;UTM  15      - 3,746,370.046   528,727.174   MT  0.99961017   +0 10 22.9
 DL1383
 DL1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1383!SPC AR S     -   0.99999361  x   0.99992322  =   0.99991683
 DL1383!UTM  15      -   0.99999361  x   0.99961017  =   0.99960378
 DL1383
 DL1383:                Primary Azimuth Mark                     Grid Az
 DL1383:SPC AR S     -  HOLMES AZ MK                             071 45 02.5
 DL1383:UTM  15      -  HOLMES AZ MK                             071 11 30.4
 DL1383
 DL1383|---------------------------------------------------------------------|
 DL1383| PID    Reference Object                     Distance      Geod. Az  |
 DL1383|                                                           dddmmss.s |
 DL1383| CY6229 HOLMES AZ MK                                       0712153.3 |
 DL1383| DL1388 BEARDEN MUNICIPAL TANK              APPROX.16.1 KM 1551516.1 |
 DL1383| CY6230 HOLMES RM 1                          21.430 METERS 16820     |
 DL1383| DL1399 NAVAL ORDNANCE DEPOT TANK 116       APPROX.24.8 KM 1852953.0 |
 DL1383| DL1385 HOLLY SPRINGS LOOKOUT TWR AFC       APPROX. 9.2 KM 1934231.0 |
 DL1383| CY6231 HOLMES RM 2                          23.198 METERS 29133     |
 DL1383| DL1418 SPARKMAN RAD STA KKP 954 MAST       APPROX.11.1 KM 3162411.9 |
 DL1383|---------------------------------------------------------------------|
 DL1383
 DL1383                          SUPERSEDED SURVEY CONTROL
 DL1383
 DL1383  NAD 83(1997)-  33 51 26.05607(N)    092 41 21.98845(W) AD(       ) 2
 DL1383  NAD 83(1986)-  33 51 26.05694(N)    092 41 21.98849(W) AD(       ) 2
 DL1383  NAD 27      -  33 51 25.68233(N)    092 41 21.41157(W) AD(       ) 2
 DL1383
 DL1383.Superseded values are not recommended for survey control.
 DL1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1383.See file dsdata.txt to determine how the superseded data were derived.
 DL1383
 DL1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2872746370(NAD 83)
 DL1383_MARKER: DS = TRIANGULATION STATION DISK
 DL1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1383
 DL1383  HISTORY     - Date     Condition        Report By
 DL1383  HISTORY     - 1964     MONUMENTED       CGS
 DL1383
 DL1383                          STATION DESCRIPTION
 DL1383
 DL1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1383'ABOUT 9 MILES SOUTHWEST OF PRINCETON, 3 MILES NORTHEAST OF
 DL1383'HOLLY SPRINGS, IN THE NORTHWEST 1/4 OF SECTION 18, T-10-S,
 DL1383'R-15-W, AND ON ROAD RIGHT-OF-WAY.  IT IS 28 FEET SOUTH OF
 DL1383'AN 18 INCH OAK TREE, 27 FEET NORTHEAST OF THE CENTERLINE
 DL1383'OF A GRAVELED ROAD, 6 FEET SOUTH OF A WITNESS POST AND 2 FEET
 DL1383'SOUTHWEST OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 DL1383'THE DISK IS STAMPED HOLMES 1964.
 DL1383'
 DL1383'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 128 AT
 DL1383'THE NORTH EDGE OF HOLLY SPRINGS, GO NORTHEAST ON HIGHWAY 9
 DL1383'FOR 3.0 MILES TO A PAVED CROSSROAD.  * TURN LEFT ON THE PAVED
 DL1383'ROAD AND GO NORTHWEST FOR 0.15 MILE TO THE END OF PAVEMENT AND
 DL1383'THE STATION ON THE RIGHT.
 DL1383'
 DL1383'* TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHEAST
 DL1383'ON HIGHWAY 9 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DL1383'
 DL1383'REFERENCE MARK 1 IS 76 FEET SOUTHEAST OF THE WITNESS POST,
 DL1383'22 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 DL1383'AND 1 FOOT SOUTHWEST OF A FENCE.  THE MONUMENT PROJECTS 6
 DL1383'INCHES AND THE DISK IS STAMPED HOLMES NO 1 1964.
 DL1383'
 DL1383'REFERENCE MARK 2 IS 74 FEET WEST OF THE WITNESS POST, 23
 DL1383'FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD AND
 DL1383'1 FOOT NORTHEAST OF A FENCE.  THE MONUMENT PROJECTS 6 INCHES
 DL1383'AND THE DISK IS STAMPED HOLMES NO 2 1964.
 DL1383'
 DL1383'THE AZIMUTH MARK IS 39 FEET SOUTHEAST OF THE CENTERLINE
 DL1383'OF HIGHWAY 9, 2 FEET NORTHWEST OF A FENCE AND 1 FOOT WEST
 DL1383'OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 DL1383'DISK IS STAMPED HOLMES 1964.
 DL1383'
 DL1383'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1816 ***********************************************************************
 FF1816  DESIGNATION -  HOLMES RESET
 FF1816  PID         -  FF1816
 FF1816  STATE/COUNTY-  AR/WOODRUFF
 FF1816  USGS QUAD   -  FAIR OAKS (1971)
 FF1816
 FF1816                         *CURRENT SURVEY CONTROL
 FF1816  ___________________________________________________________________
 FF1816* NAD 83(1997)-  35 09 03.77044(N)    091 05 44.71391(W)     ADJUSTED  
 FF1816* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 FF1816  ___________________________________________________________________
 FF1816  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FF1816  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF1816
 FF1816  HORZ ORDER  -  SECOND
 FF1816
 FF1816.The horizontal coordinates were established by classical geodetic methods
 FF1816.and adjusted by the National Geodetic Survey in September 1999..
 FF1816
 FF1816.The orthometric height was scaled from a topographic map.
 FF1816
 FF1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1816
 FF1816.The geoid height was determined by GEOID03.
 FF1816
 FF1816;                    North         East     Units Scale Factor Converg.
 FF1816;SPC AR N     -    91,096.804   482,390.900   MT  0.99996434   +0 31 34.2
 FF1816;SPC AR N     -   298,873.43  1,582,644.14   sFT  0.99996434   +0 31 34.2
 FF1816;UTM  15      - 3,891,453.732   673,456.545   MT  0.99997081   +1 05 47.8
 FF1816
 FF1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1816!SPC AR N     -   0.99999374  x   0.99996434  =   0.99995808
 FF1816!UTM  15      -   0.99999374  x   0.99997081  =   0.99996455
 FF1816
 FF1816:                Primary Azimuth Mark                     Grid Az
 FF1816:SPC AR N     -  FAIR OAKS RICE GROWERS ELEV              029 02 54.4
 FF1816:UTM  15      -  FAIR OAKS RICE GROWERS ELEV              028 28 40.8
 FF1816
 FF1816|---------------------------------------------------------------------|
 FF1816| PID    Reference Object                     Distance      Geod. Az  |
 FF1816|                                                           dddmmss.s |
 FF1816| FF1814 FAIR OAKS RICE GROWERS ELEV         APPROX.12.1 KM 0293428.6 |
 FF1816| FF1815 FAIR OAKS EMPIRE RICE MILL TK       APPROX.11.4 KM 0305856.5 |
 FF1816| CI1658 HOLMES RM 1                          20.610 METERS 08524     |
 FF1816| CI1657 HOLMES AZ MK                                       1835205.2 |
 FF1816| FF1821 ORCHARD                             APPROX.13.3 KM 2844400.8 |
 FF1816| CI1659 HOLMES RM 2                          21.355 METERS 34301     |
 FF1816|---------------------------------------------------------------------|
 FF1816
 FF1816                          SUPERSEDED SURVEY CONTROL
 FF1816
 FF1816  NAD 83(1986)-  35 09 03.77955(N)    091 05 44.71267(W) AD(       ) 2
 FF1816  NAD 27      -  35 09 03.45820(N)    091 05 44.27440(W) AD(       ) 2
 FF1816
 FF1816.Superseded values are not recommended for survey control.
 FF1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1816.See file dsdata.txt to determine how the superseded data were derived.
 FF1816
 FF1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7345791454(NAD 83)
 FF1816_MARKER: DS = TRIANGULATION STATION DISK
 FF1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1816
 FF1816  HISTORY     - Date     Condition        Report By
 FF1816  HISTORY     - 1970     MONUMENTED       NGS
 FF1816  HISTORY     - 1973     GOOD             NGS
 FF1816
 FF1816                          STATION DESCRIPTION
 FF1816
 FF1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FF1816'THE SURFACE STATION MARK WAS RECOVERED WITH THE TOP TEN
 FF1816'INCHES OF THE CONCRETE MONUMENT BADLY SHATTERED AND THE
 FF1816'DISK WAS NOT RECOVERED.  REFERENCE MARK NO. 1 AND REFERENCE
 FF1816'MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 FF1816'MARK WAS DESTROYED BY CONSTRUCTION OF STATE ROUTE 269 ABOUT
 FF1816'5 YEARS AGO AND A LOCAL RESIDENT POSITIVELY STATES THAT
 FF1816'THE MONUMENT LAYED IN THE EDGE OF HIS FIELD FOR SOME TIME.
 FF1816'THE DISK WAS NOT RECOVERED.  THE SURFACE MARK FOR THE STATION
 FF1816'WAS REMOVED AND THE UNDERGROUND STATION MARK RECOVERED IN
 FF1816'GOOD CONDITION.  A FIRM PLUMBING BENCH WAS ERECTED OVER
 FF1816'THE MARK AND THE POINT HELD AND A NEW SURFACE MARK
 FF1816'ESTABLISHED IN THE EXACT HORIZONTAL POSITION.  THE STATION
 FF1816'WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED ON THE
 FF1816'REFERENCE MARKS USING A DISTANT MICRO-WAVE MAST AS THE
 FF1816'INITIAL.  WHEN THE ANGLE BETWEEN THE REFERENCE MARKS WAS
 FF1816'CHECKED IT AGREED WITH THE 1954 ANGLE WELL WITHIN THE
 FF1816'REQUIRED LIMITS.  IN CHECKING THE HORIZONTAL MEASURED
 FF1816'DISTANCE BETWEEN THE SUB-SURFACE STATION MARK AND THE REFERENCE
 FF1816'MARKS, A DISCREPANCY OF PLUS 0.01 OF A FOOT WAS NOTED FOR
 FF1816'REFERENCE MARK NO. 1 AND PLUS 0.02 OF A FOOT FOR
 FF1816'REFERENCE MARK NO. 2.  NO NEW AZIMUTH MARK WAS
 FF1816'ESTABLISHED.
 FF1816'
 FF1816'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1816'
 FF1816'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF
 FF1816'HUNTER, ABOUT 3 MILES WEST OF THE WOODRUFF-ST. FRANCIS COUNTY
 FF1816'LINE, AND AT THE NORTH END OF A PEACH ORCHARD ON THE PROPERTY
 FF1816'OF MR. R.D. HOLMES.
 FF1816'
 FF1816'TO REACH THE STATION FROM THE POST OFFICE IN HUNTER, GO
 FF1816'NORTH-NORTHEAST ON STATE ROUTE 39 FOR 5.7 MILES TO THE JUNCTION
 FF1816'WITH STATE ROUTE 269 ON THE LEFT.  HERE TURN LEFT ON STATE
 FF1816'ROUTE 269 AND GO WEST AND NORTH FOR 1.9 MILES TO A DRIVEWAY
 FF1816'LEADING INTO THE FARM HOME OF MRS. ESTELLE MURPHY ON THE
 FF1816'RIGHT AND THE STATION JUST SOUTH OF THIS DRIVEWAY AT NORTH
 FF1816'END OF ORCHARD AS DESCRIBED.
 FF1816'
 FF1816'THE STATION IS 99 FEET EAST OF THE APPROXIMATE CENTER OF
 FF1816'STATE ROUTE 269, 96 FEET NORTHEAST OF A POWERLINE POLE,
 FF1816'62.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF MRS.
 FF1816'MURPHYS HOUSE, 48.5 FEET SOUTHEAST OF A 24-INCH BLACK WALNUT
 FF1816'TREE, 25 FEET SOUTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY,
 FF1816'22 FEET WEST-SOUTHWEST OF A 20-INCH BLACK WALNUT TREE, AND
 FF1816'1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FF1816'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 FF1816'MONUMENT ABOUT 6 INCHES BELOW THE SURFACE AND THE DISK IS
 FF1816'STAMPED HOLMES 1954 1970.
 FF1816'
 FF1816'REFERENCE MARK NO. 1 IS 166 FEET EAST OF THE APPROXIMATE
 FF1816'CENTER OF STATE ROUTE 269, 59 FEET SOUTHEAST OF THE SOUTHWEST
 FF1816'CORNER OF THE MURPHY HOME, 48.5 FEET EAST OF THE 20-INCH
 FF1816'BLACK WALNUT TREE, 47.5 FEET SOUTH OF THE SOUTHEAST CORNER
 FF1816'OF THE MURPHY HOME, 45.5 FEET WEST OF A 30-INCH BLACK WALNUT
 FF1816'TREE, 0.7 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN,
 FF1816'AND AT THE NORTH EDGE OF THE PEACH ORCHARD.  IT IS A STANDARD
 FF1816'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 FF1816'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED HOLMES NO
 FF1816'1 1954.
 FF1816'
 FF1816'REFERENCE MARK NO. 2 IS 78 FEET EAST OF THE APPROXIMATE
 FF1816'CENTER OF STATE ROUTE 269, 57.5 FEET SOUTH-SOUTHWEST OF
 FF1816'THE NORTHWEST CORNER OF THE MURPHY HOME, 55 FEET NORTH-NORTHWEST
 FF1816'OF THE SOUTHWEST CORNER OF THE MURPHY HOME, 42 FEET NORTH
 FF1816'OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 27 FEET NORTH
 FF1816'OF THE 24-INCH BLACK WALNUT TREE, 18 FEET SOUTHWEST OF A
 FF1816'10-INCH ALBIZZIA TREE, AND IN THE FRONT LAWN OF MRS. MURPHYS
 FF1816'YARD.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FF1816'ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 FF1816'DISK IS STAMPED HOLMES NO 2 1954.
 FF1816'
 FF1816'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK
 FF1816'NO. 1 AND REFERENCE MARK NO. 2 IS 107.29 FEET - (32.702) METERS.
 FF1816'
 FF1816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FF1816'7 MILES NNE. OF HUNTER.
 FF1816
 FF1816                          STATION RECOVERY (1973)
 FF1816
 FF1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FF1816'STATION WAS RECOVERED IN GOOD CONDITION.  NO SEARCH MADE FOR THE
 FF1816'RMS OR THE AZIMUTH MARK.
 FF1816'
 FF1816'STATION IS 3 INCHES BELOW THE SURFACE.  IT IS 100 FEET EAST OF
 FF1816'THE CENTERLINE OF ARKANSAS STATE HIGHWAY 239 (NOT 39), 22 FEET
 FF1816'SOUTH OF THE DRIVEWAY TO THE RESIDENCE OF CHARLES K. MURPHY, 22
 FF1816'FEET SOUTHWEST OF A 24-INCH LOCUST TREE, AND 10 INS. SOUTHWEST
 FF1816'OF A 4 IN X 4 IN WHITE WITNESS POST.
 FF1816'
 FF1816'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 FF1816'
 FF1816'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HUNTER,
 FF1816'ARKANSAS, GO NORTHEAST ON STATE HIGHWAY 39, ALONG THE WEST SIDE
 FF1816'OF THE RAILROAD TRACKS, FOR 5.8 MILES TO THE Y-INTERSECTION OF
 FF1816'STATE HIGHWAY 39 AND 239.  BEAR LEFT (NORTH) ON STATE HIGHWAY 239
 FF1816'FOR 1.95 MILES TO THE STATION ON THE RIGHT (EAST) SIDE OF THE
 FF1816'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF1021 ***********************************************************************
 GF1021  DESIGNATION -  HOMEPORT AZ MK
 GF1021  PID         -  GF1021
 GF1021  STATE/COUNTY-  AR/BAXTER
 GF1021  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF1021
 GF1021                         *CURRENT SURVEY CONTROL
 GF1021  ___________________________________________________________________
 GF1021* NAD 83(1997)-  36 21 51.47900(N)    092 28 38.43798(W)     ADJUSTED  
 GF1021* NAVD 88     -       283.5    (meters)     930.     (feet)  VERTCON   
 GF1021  ___________________________________________________________________
 GF1021  X           -    -222,274.237 (meters)                     COMP
 GF1021  Y           -  -5,137,533.991 (meters)                     COMP
 GF1021  Z           -   3,760,970.558 (meters)                     COMP
 GF1021  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GF1021  ELLIP HEIGHT-         255.16  (meters)          (09/24/01) GPS OBS
 GF1021  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF1021
 GF1021  HORZ ORDER  -  FIRST
 GF1021  ELLP ORDER  -  FOURTH    CLASS II
 GF1021
 GF1021.This mark is at Baxter Co Regional Airport (BPK)
 GF1021
 GF1021.The horizontal coordinates were established by GPS observations
 GF1021.and adjusted by the National Geodetic Survey in September 1999..
 GF1021
 GF1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF1021
 GF1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1021
 GF1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF1021
 GF1021.The ellipsoidal height was determined by GPS observations
 GF1021.and is referenced to NAD 83.
 GF1021
 GF1021.The geoid height was determined by GEOID03.
 GF1021
 GF1021;                    North         East     Units Scale Factor Converg.
 GF1021;SPC AR N     -   225,432.671   357,158.679   MT  1.00002851   -0 16 40.0
 GF1021;SPC AR N     -   739,607.02  1,171,778.10   sFT  1.00002851   -0 16 40.0
 GF1021;UTM  15      - 4,024,482.652   546,888.344   MT  0.99962709   +0 18 35.6
 GF1021
 GF1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF1021!SPC AR N     -   0.99995996  x   1.00002851  =   0.99998846
 GF1021!UTM  15      -   0.99995996  x   0.99962709  =   0.99958706
 GF1021
 GF1021:                Primary Azimuth Mark                     Grid Az
 GF1021:SPC AR N     -  HOMEPORT                                 053 38 32.4
 GF1021:UTM  15      -  HOMEPORT                                 053 03 16.8
 GF1021
 GF1021|---------------------------------------------------------------------|
 GF1021| PID    Reference Object                     Distance      Geod. Az  |
 GF1021|                                                           dddmmss.s |
 GF1021| GF1020 HOMEPORT                            APPROX. 1.2 KM 0532152.4 |
 GF1021|---------------------------------------------------------------------|
 GF1021
 GF1021                          SUPERSEDED SURVEY CONTROL
 GF1021
 GF1021  ELLIP H (09/14/99)  255.17   (m)                       GP(       ) 4 1
 GF1021  NAD 83(1986)-  36 21 51.49373(N)    092 28 38.44030(W) AD(       ) 1
 GF1021  NGVD 29 (11/13/90)  283.4    (m)          930.     (f) GPS OBS        
 GF1021
 GF1021.Superseded values are not recommended for survey control.
 GF1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1021.See file dsdata.txt to determine how the superseded data were derived.
 GF1021
 GF1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4688824483(NAD 83)
 GF1021_MARKER: DZ = AZIMUTH MARK DISK
 GF1021_SETTING: 66 = SET IN ROCK OUTCROP
 GF1021_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GF1021_STAMPING: HOMEPORT 1990
 GF1021_MARK LOGO: NGS   
 GF1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF1021+STABILITY: POSITION/ELEVATION WELL
 GF1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1021+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GF1021
 GF1021  HISTORY     - Date     Condition        Report By
 GF1021  HISTORY     - 1990     MONUMENTED       NGS
 GF1021
 GF1021                          STATION DESCRIPTION
 GF1021
 GF1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GF1021'STATION IS LOCATED ABOUT 14.9 KM (9.3 MI) NORTH-NORTHEAST OF
 GF1021'GASSVILLE, 8.3 KM (5.2 MI) NORTHWEST OF MOUNTAIN HOME, AND 1.7 KM
 GF1021'(1.1 MI) SOUTH-SOUTHWEST OF MIDWAY.  AT THE MOUNTAIN HOME BAXTER
 GF1021'COUNTY REGIONAL AIRPORT.  OWNERSHIP--BAXTER COUNTY, COUNTY
 GF1021'COURTHOUSE, MOUNTAIN HOME AR 72653.  AIRPORT MANAGER IS DOYLE LINCK,
 GF1021'RTE 1 BOX 148, GASSVILLE AR 72635.  PHONE IS 501-481-5995.
 GF1021'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN MOUNTAIN HOME, GO
 GF1021'SOUTHWEST ON U.S.HIGHWAYS 62 AND 412 FOR 5.78 KM (3.59 MI) TO THE
 GF1021'JUNCTION OF STATE HIGHWAY 126 ON THE LEFT.  CONTINUE SOUTHWEST ON
 GF1021'U.S.HIGHWAYS 62 AND 412 FOR 4.86 KM (3.02 MI) TO THE JUNCTION OF
 GF1021'STATE HIGHWAY 126 ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON STATE
 GF1021'HIGHWAY 126 FOR 9.99 KM (6.21 MI) TO A GRAVELED ROAD ON THE LEFT.
 GF1021'TURN LEFT AND GO WESTERLY ON THE AIRPORT ENTRANCE ROAD FOR 0.27 KM
 GF1021'(0.17 MI) TO A GRAVELED ROAD ON THE RIGHT AND THE AIRPORT OFFICE
 GF1021'STRAIGHT AHEAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 GF1021'0.05 KM (0.03 MI) TO AN APRON.  TURN LEFT AND GO SOUTHWEST ACROSS THE
 GF1021'APRON FOR 0.17 KM (0.11 MI) TO A TAXIWAY.  TURN LEFT AND GO SOUTHWEST
 GF1021'ON THE TAXIWAY FOR 1.10 KM (0.68 MI) TO THE STATION ON THE LEFT
 GF1021'SOUTHWEST OF THE JUNCTION OF THE TAXIWAY AND RUNWAY END 5.
 GF1021'THE AZIMUTH DISK IS SET IN THE CENTER OF A 2X3 FT.EXPOSED PIECE OF
 GF1021'ROCK, AND ABOUT 1.5 M (4.9 FT) ABOVE THE JUNCTION OF THE RUNWAY AND
 GF1021'TAXIWAY.  IT IS LOCATED 43.2 M (141.7 FT) SOUTHWEST FROM THE TAXIWAY
 GF1021'CENTERLINE, 36.1 M (118.4 FT) SOUTH-SOUTHWEST FROM THE EAST 1 OF 3
 GF1021'RUNWAY END LIGHT AND 0.63 M (2.07 FT) NORTH FROM A ORANGE CARSONITE
 GF1021'POST (NO SIGN).
 GF1021'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1028 ***********************************************************************
 GE1028  DESIGNATION -  HOOKER
 GE1028  PID         -  GE1028
 GE1028  STATE/COUNTY-  AR/GREENE
 GE1028  USGS QUAD   -  LAFE (1993)
 GE1028
 GE1028                         *CURRENT SURVEY CONTROL
 GE1028  ___________________________________________________________________
 GE1028* NAD 83(1997)-  36 11 42.98238(N)    090 35 18.18652(W)     ADJUSTED  
 GE1028* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 GE1028  ___________________________________________________________________
 GE1028  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GE1028  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE1028
 GE1028  HORZ ORDER  -  SECOND
 GE1028
 GE1028.The horizontal coordinates were established by classical geodetic methods
 GE1028.and adjusted by the National Geodetic Survey in September 1999..
 GE1028
 GE1028.The orthometric height was scaled from a topographic map.
 GE1028
 GE1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1028
 GE1028.The geoid height was determined by GEOID03.
 GE1028
 GE1028;                    North         East     Units Scale Factor Converg.
 GE1028;SPC AR N     -   207,482.781   526,956.611   MT  0.99999270   +0 49 17.1
 GE1028;SPC AR N     -   680,716.42  1,728,856.81   sFT  0.99999270   +0 49 17.1
 GE1028;UTM  15      - 4,008,303.197   716,835.549   MT  1.00017935   +1 25 28.9
 GE1028
 GE1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1028!SPC AR N     -   0.99997714  x   0.99999270  =   0.99996984
 GE1028!UTM  15      -   0.99997714  x   1.00017935  =   1.00015648
 GE1028
 GE1028:                Primary Azimuth Mark                     Grid Az
 GE1028:SPC AR N     -  HOPEWELL                                 066 39 03.3
 GE1028:UTM  15      -  HOPEWELL                                 066 02 51.5
 GE1028
 GE1028|---------------------------------------------------------------------|
 GE1028| PID    Reference Object                     Distance      Geod. Az  |
 GE1028|                                                           dddmmss.s |
 GE1028| GE1014 HOPEWELL                            APPROX.17.3 KM 0672820.4 |
 GE1028| CI3852 HOOKER RM 1                          26.055 METERS 16949     |
 GE1028| CI3853 HOOKER RM 2                          27.569 METERS 26420     |
 GE1028|---------------------------------------------------------------------|
 GE1028
 GE1028                          SUPERSEDED SURVEY CONTROL
 GE1028
 GE1028  NAD 83(1986)-  36 11 42.99153(N)    090 35 18.18697(W) AD(       ) 2
 GE1028  NAD 27      -  36 11 42.75260(N)    090 35 17.79470(W) AD(       ) 2
 GE1028
 GE1028.Superseded values are not recommended for survey control.
 GE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1028.See file dsdata.txt to determine how the superseded data were derived.
 GE1028
 GE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1683608303(NAD 83)
 GE1028_MARKER: DS = TRIANGULATION STATION DISK
 GE1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1028+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 GE1028
 GE1028  HISTORY     - Date     Condition        Report By
 GE1028  HISTORY     - 1955     MONUMENTED       CGS
 GE1028  HISTORY     - 20020918 GOOD             USACE
 GE1028
 GE1028                          STATION DESCRIPTION
 GE1028
 GE1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1028'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF BEECH
 GE1028'GROVE, 3 MILES SOUTHWEST OF HOOKER, 34 FEET WEST OF THE
 GE1028'CENTER OF A WOODS ROAD, 30 FEET NORTH-NORTHWEST OF A TRIANGULAR
 GE1028'BLAZED 12-INCH OAK TREE, 15 FEET EAST OF A TRIANGULAR BLAZED
 GE1028'13-INCH PINE TREE, 4 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 GE1028'POST AND ON LAND OWNED BY MR. E. WILLIAMS.
 GE1028'
 GE1028'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GE1028'34 AND 141 IN BEECH GROVE, GO NORTH ON A GRAVELED ROAD FOR 1.2
 GE1028'MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, (EAST) AND
 GE1028'FOLLOW THE MAIN ROAD FOR 1 MILE, TURN RIGHT WITH THE MAIN
 GE1028'ROAD AND GO FOR 0.85 MILE TO A NARROW WOODS ROAD ON THE RIGHT,
 GE1028'(OLD SCHOOL BUILDING IN THE SOUTHEAST CORNER OF THE
 GE1028'INTERSECTION) TURN RIGHT AND FOLLOW THE WOODS ROAD SOUTHERLY FOR
 GE1028'0.5 MILE, CONTINUE SOUTHERLY ON THE LEFT ROAD FOR 0.5 MILE
 GE1028'TO A Y JUNCTION AT THE TOP OF A RIDGE, CONTINUE ON THE LEFT
 GE1028'ROAD (EAST AND SOUTH) FOR 0.25 MILE TO A DIM TRACK ROAD
 GE1028'ON THE LEFT, CONTINUE ON THE RIGHT ROAD (WEST) FOR 0.1 MILE
 GE1028'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GE1028'
 GE1028'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE1028'HOOKER 1955.
 GE1028'
 GE1028'REFERENCE MARK 1 IS 54 FEET SOUTH OF THE TRIANGULAR BLAZED
 GE1028'OAK TREE AND 6 FEET EAST OF THE CENTER OF THE WOODS ROAD.
 GE1028'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HOOKER NO 1
 GE1028'1955.
 GE1028'
 GE1028'REFERENCE MARK 2 IS 31 FEET WEST OF THE CENTER OF THE WOODS
 GE1028'ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED HOOKER NO
 GE1028'2 1955.
 GE1028'
 GE1028'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 GE1028'
 GE1028'NOTE- A FOUR-WHEEL DRIVE TRUCK IS NEEDED FOR THE LAST 1.35
 GE1028'MILES.
 GE1028'
 GE1028'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE1028
 GE1028                          STATION RECOVERY (2002)
 GE1028
 GE1028'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1028'WOODS ROAD IS DIFFICULT TO TRAVEL IN INCLEMENT WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1556 ***********************************************************************
 DL1556  DESIGNATION -  HOPE BELL TELEPHONE CO RAD TWR
 DL1556  PID         -  DL1556
 DL1556  STATE/COUNTY-  AR/HEMPSTEAD
 DL1556  USGS QUAD   -  HOPE (1978)
 DL1556
 DL1556                         *CURRENT SURVEY CONTROL
 DL1556  ___________________________________________________________________
 DL1556* NAD 83(1997)-  33 40 03.76076(N)    093 35 28.49605(W)     ADJUSTED  
 DL1556* NAVD 88     -                                                        
 DL1556  ___________________________________________________________________
 DL1556  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DL1556  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL1556
 DL1556  HORZ ORDER  -  THIRD
 DL1556
 DL1556.The horizontal coordinates were established by classical geodetic methods
 DL1556.and adjusted by the National Geodetic Survey in September 1999..
 DL1556
 DL1556
 DL1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1556
 DL1556.The geoid height was determined by GEOID03.
 DL1556
 DL1556;                    North         East     Units Scale Factor Converg.
 DL1556;SPC AR S     -   512,175.141   252,437.844   MT  0.99993882   -0 53 26.2
 DL1556;SPC AR S     - 1,680,361.28    828,206.49   sFT  0.99993882   -0 53 26.2
 DL1556;UTM  15      - 3,725,470.251   445,187.385   MT  0.99963704   -0 19 40.0
 DL1556
 DL1556                          SUPERSEDED SURVEY CONTROL
 DL1556
 DL1556  NAD 83(1997)-  33 40 03.76802(N)    093 35 28.48916(W) AD(       ) 4
 DL1556  NAD 83(1986)-  33 40 03.77015(N)    093 35 28.48514(W) AD(       ) 4
 DL1556  NAD 27      -  33 40 03.35000(N)    093 35 27.85000(W) AD(       ) 3
 DL1556
 DL1556.Superseded values are not recommended for survey control.
 DL1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1556.See file dsdata.txt to determine how the superseded data were derived.
 DL1556
 DL1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4518725470(NAD 83)
 DL1556_MARKER: 43 = RADIO/TV TOWER
 DL1556
 DL1556  HISTORY     - Date     Condition        Report By
 DL1556  HISTORY     - 1951     FIRST OBSERVED   CGS
 DL1556
 DL1556                          STATION DESCRIPTION
 DL1556
 DL1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1556'THE STATION IS LOCATED NEAR THE CENTER OF HOPE, AND ABOUT 100
 DL1556'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE.
 DL1556'THE STRUCTURE IS OWNED BY THE SOUTHWESTERN BELL TELEPHONE CO.,
 DL1556'AND IS USED FOR MOBILE TELEPHONE AND RADIO COMMUNICATION TO
 DL1556'AUTOMOBILES.
 DL1556'
 DL1556'THE TOWER IS CONSTRUCTED OF STRUCTURAL STEEL AND IS APPROXIMATELY
 DL1556'135 FEET HIGH.  IT IS ABOUT 10 FEET SQUARE AT THE BASE, ABOUT 1
 DL1556'FOOT SQUARE AT THE APEX, WITH A LADDER ON THE WEST SIDE.  THE
 DL1556'POINT OBSERVED WAS A 2-INCH METAL PIPE THAT PROJECTS ABOUT
 DL1556'4 FEET ABOVE THE APEX OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7103 ***********************************************************************
 DH7103  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7103  DESIGNATION -  HOPE CORS ARP
 DH7103  CORS_ID     -  ARHP
 DH7103  PID         -  DH7103
 DH7103  STATE/COUNTY-  AR/HEMPSTEAD
 DH7103  USGS QUAD   -  HOPE (1978)
 DH7103
 DH7103                         *CURRENT SURVEY CONTROL
 DH7103  ___________________________________________________________________
 DH7103* NAD 83(CORS)-  33 41 45.77881(N)    093 36 01.95741(W)     ADJUSTED  
 DH7103* NAVD 88     -                                                        
 DH7103  ___________________________________________________________________
 DH7103  EPOCH DATE  -        2002.00
 DH7103  X           -    -333,600.337 (meters)                     COMP
 DH7103  Y           -  -5,301,622.671 (meters)                     COMP
 DH7103  Z           -   3,518,494.004 (meters)                     COMP
 DH7103  ELLIP HEIGHT-          85.69  (meters)          (11/??/05) GPS OBS
 DH7103  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DH7103
 DH7103  HORZ ORDER  -  SPECIAL (CORS)
 DH7103  ELLP ORDER  -  SPECIAL (CORS)
 DH7103
 DH7103.ITRF positions are available for this station.
 DH7103.The coordinates were established by GPS observations
 DH7103.and adjusted by the National Geodetic Survey in November 2005..
 DH7103.The coordinates are valid at the epoch date displayed above.
 DH7103.The epoch date for horizontal control is a decimal equivalence
 DH7103.of Year/Month/Day.
 DH7103
 DH7103
 DH7103.The PID for the CORS L1 Phase Center is DH7104.
 DH7103
 DH7103.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7103
 DH7103.The ellipsoidal height was determined by GPS observations
 DH7103.and is referenced to NAD 83.
 DH7103
 DH7103.The geoid height was determined by GEOID03.
 DH7103
 DH7103;                    North         East     Units Scale Factor Converg.
 DH7103;SPC AR S     -   515,331.191   251,625.111   MT  0.99993580   -0 53 44.9
 DH7103;SPC AR S     - 1,690,715.75    825,540.05   sFT  0.99993580   -0 53 44.9
 DH7103
 DH7103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7103!SPC AR S     -   0.99998655  x   0.99993580  =   0.99992235
 DH7103
 DH7103                          SUPERSEDED SURVEY CONTROL
 DH7103
 DH7103.No superseded survey control is available for this station.
 DH7103
 DH7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4434428617(NAD 83)
 DH7103_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7103
 DH7103                          STATION DESCRIPTION
 DH7103
 DH7103'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7103'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7103'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7103'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7103'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7103'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7104 ***********************************************************************
 DH7104  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7104  DESIGNATION -  HOPE CORS L1 PHASE CENTER
 DH7104  CORS_ID     -  ARHP
 DH7104  PID         -  DH7104
 DH7104  STATE/COUNTY-  AR/HEMPSTEAD
 DH7104  USGS QUAD   -  HOPE (1978)
 DH7104
 DH7104                         *CURRENT SURVEY CONTROL
 DH7104  ___________________________________________________________________
 DH7104* NAD 83(CORS)-  33 41 45.77885(N)    093 36 01.95739(W)     ADJUSTED  
 DH7104* NAVD 88     -                                                        
 DH7104  ___________________________________________________________________
 DH7104  EPOCH DATE  -        2002.00
 DH7104  X           -    -333,600.342 (meters)                     COMP
 DH7104  Y           -  -5,301,622.762 (meters)                     COMP
 DH7104  Z           -   3,518,494.066 (meters)                     COMP
 DH7104  ELLIP HEIGHT-          85.80  (meters)          (11/??/05) GPS OBS
 DH7104  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DH7104
 DH7104  HORZ ORDER  -  SPECIAL (CORS)
 DH7104  ELLP ORDER  -  SPECIAL (CORS)
 DH7104
 DH7104.ITRF positions are available for this station.
 DH7104.The coordinates were established by GPS observations
 DH7104.and adjusted by the National Geodetic Survey in November 2005..
 DH7104.The coordinates are valid at the epoch date displayed above.
 DH7104.The epoch date for horizontal control is a decimal equivalence
 DH7104.of Year/Month/Day.
 DH7104
 DH7104
 DH7104.The PID for the CORS ARP is DH7103.
 DH7104
 DH7104.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7104
 DH7104.The ellipsoidal height was determined by GPS observations
 DH7104.and is referenced to NAD 83.
 DH7104
 DH7104.The geoid height was determined by GEOID03.
 DH7104
 DH7104;                    North         East     Units Scale Factor Converg.
 DH7104;SPC AR S     -   515,331.192   251,625.111   MT  0.99993580   -0 53 44.9
 DH7104;SPC AR S     - 1,690,715.75    825,540.05   sFT  0.99993580   -0 53 44.9
 DH7104
 DH7104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7104!SPC AR S     -   0.99998653  x   0.99993580  =   0.99992233
 DH7104
 DH7104                          SUPERSEDED SURVEY CONTROL
 DH7104
 DH7104.No superseded survey control is available for this station.
 DH7104
 DH7104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4434428617(NAD 83)
 DH7104_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7104
 DH7104                          STATION DESCRIPTION
 DH7104
 DH7104'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7104'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7104'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7104'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7104'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7104'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1554 ***********************************************************************
 DL1554  DESIGNATION -  HOPE FIRST BAP CH SPIRE
 DL1554  PID         -  DL1554
 DL1554  STATE/COUNTY-  AR/HEMPSTEAD
 DL1554  USGS QUAD   -  HOPE (1978)
 DL1554
 DL1554                         *CURRENT SURVEY CONTROL
 DL1554  ___________________________________________________________________
 DL1554* NAD 83(1997)-  33 39 58.90391(N)    093 35 28.10184(W)     ADJUSTED  
 DL1554* NAVD 88     -                                                        
 DL1554  ___________________________________________________________________
 DL1554  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DL1554  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL1554
 DL1554  HORZ ORDER  -  THIRD
 DL1554
 DL1554.The horizontal coordinates were established by classical geodetic methods
 DL1554.and adjusted by the National Geodetic Survey in September 1999..
 DL1554
 DL1554
 DL1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1554
 DL1554.The geoid height was determined by GEOID03.
 DL1554
 DL1554;                    North         East     Units Scale Factor Converg.
 DL1554;SPC AR S     -   512,025.370   252,445.672   MT  0.99993897   -0 53 26.0
 DL1554;SPC AR S     - 1,679,869.90    828,232.18   sFT  0.99993897   -0 53 26.0
 DL1554;UTM  15      - 3,725,320.609   445,196.681   MT  0.99963703   -0 19 39.8
 DL1554
 DL1554                          SUPERSEDED SURVEY CONTROL
 DL1554
 DL1554  NAD 83(1997)-  33 39 58.91115(N)    093 35 28.09494(W) AD(       ) 4
 DL1554  NAD 83(1986)-  33 39 58.91337(N)    093 35 28.09105(W) AD(       ) 4
 DL1554  NAD 27      -  33 39 58.48900(N)    093 35 27.45000(W) AD(       ) 3
 DL1554
 DL1554.Superseded values are not recommended for survey control.
 DL1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1554.See file dsdata.txt to determine how the superseded data were derived.
 DL1554
 DL1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4519725321(NAD 83)
 DL1554_MARKER: 90 = CHURCH SPIRE
 DL1554
 DL1554  HISTORY     - Date     Condition        Report By
 DL1554  HISTORY     - 1951     FIRST OBSERVED   CGS
 DL1554
 DL1554                          STATION DESCRIPTION
 DL1554
 DL1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1554'THE STATION IS LOCATED NEAR THE CENTER OF HOPE, AT THE NORTHEAST
 DL1554'CORNER OF THE INTERSECTION OF FOURTH AND MAIN STREETS.
 DL1554'
 DL1554'THE BUILDING IS CONSTRUCTED OF BRICK AND HAS FOUR LARGE WOODEN
 DL1554'PILLARS ON ITS WEST SIDE.  THE SPIRE IS ON THE WEST EDGE OF
 DL1554'THE ROOF.  IT IS HEXAGON SHAPED AND CONSTRUCTED OF COPPER.
 DL1554'THERE IS A 5-FOOT POLE AT THE APEX OF THE SPIRE AND AN ARROW
 DL1554'SHAPED WIND INDICATOR NEAR THE CENTER OF THE POLE.  THE HEIGHT
 DL1554'OVERALL IS APPROXIMATELY 125 FEET.  THE POINT OBSERVED WAS
 DL1554'THE POLE AT THE APEX OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1557 ***********************************************************************
 DL1557  DESIGNATION -  HOPE MUN LT AND WTR WORKS STK
 DL1557  PID         -  DL1557
 DL1557  STATE/COUNTY-  AR/HEMPSTEAD
 DL1557  USGS QUAD   -  HOPE (1978)
 DL1557
 DL1557                         *CURRENT SURVEY CONTROL
 DL1557  ___________________________________________________________________
 DL1557* NAD 83(1997)-  33 40 10.25343(N)    093 35 35.46723(W)     ADJUSTED  
 DL1557* NAVD 88     -                                                        
 DL1557  ___________________________________________________________________
 DL1557  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DL1557  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL1557
 DL1557  HORZ ORDER  -  THIRD
 DL1557
 DL1557.The horizontal coordinates were established by classical geodetic methods
 DL1557.and adjusted by the National Geodetic Survey in September 1999..
 DL1557
 DL1557
 DL1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1557
 DL1557.The geoid height was determined by GEOID03.
 DL1557
 DL1557;                    North         East     Units Scale Factor Converg.
 DL1557;SPC AR S     -   512,377.937   252,261.399   MT  0.99993863   -0 53 30.1
 DL1557;SPC AR S     - 1,681,026.61    827,627.61   sFT  0.99993863   -0 53 30.1
 DL1557;UTM  15      - 3,725,671.243   445,009.010   MT  0.99963728   -0 19 43.9
 DL1557
 DL1557                          SUPERSEDED SURVEY CONTROL
 DL1557
 DL1557  NAD 83(1997)-  33 40 10.26068(N)    093 35 35.46038(W) AD(       ) 4
 DL1557  NAD 83(1986)-  33 40 10.26291(N)    093 35 35.45650(W) AD(       ) 4
 DL1557  NAD 27      -  33 40 09.83300(N)    093 35 34.81400(W) AD(       ) 3
 DL1557
 DL1557.Superseded values are not recommended for survey control.
 DL1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1557.See file dsdata.txt to determine how the superseded data were derived.
 DL1557
 DL1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4500925671(NAD 83)
 DL1557_MARKER: 63 = STACK
 DL1557
 DL1557  HISTORY     - Date     Condition        Report By
 DL1557  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1557  HISTORY     - 1951     SEE DESCRIPTION  CGS
 DL1557
 DL1557                          STATION DESCRIPTION
 DL1557
 DL1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1557'THIS INTERSECTION STATION IS IN THE N PART OF THE CITY OF
 DL1557'HOPE, 75 PACES N OF THE MISSOURI PACIFIC MAIN LINE RAILROAD
 DL1557'TRACKS, 80 PACES W OF NORTH MAIN STREET, 100 PACES E OF NORTH
 DL1557'ELM STREET, 33 PACES N OF WEST DIVISION STREET AND JUST N
 DL1557'OF THE MUNICIPAL LIGHT AND WATERWORKS BUILDING.
 DL1557'
 DL1557'THE MUNICIPAL LIGHT AND WATERWORKS BUILDING IS CONSTRUCTED
 DL1557'OF BROWN BRICK AND HAS A RED ROOF.  THE STACK IS METAL AND
 DL1557'IS PAINTED SILVER WITH A WIDE BLACK BAND AT THE TOP.  IT IS
 DL1557'ABOUT 150 FEET HIGH AND PROJECTS ABOUT 110 FEET ABOVE THE
 DL1557'ROOF OF THE BUILDING.  IT WAS BUILT IN 1938.  THE POINT LOCATED
 DL1557'WAS THE CENTER OF THE HIGHEST PART OF THE STACK.
 DL1557
 DL1557                          STATION RECOVERY (1951)
 DL1557
 DL1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1557'ORIGINAL DESCRIPTION IS ADEQUATE.  STATION WAS RELOCATED IN
 DL1557'1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0870 ***********************************************************************
 EK0870  DESIGNATION -  HOPE RESET
 EK0870  PID         -  EK0870
 EK0870  STATE/COUNTY-  AR/SEVIER
 EK0870  USGS QUAD   -  GILLHAM DAM (1964)
 EK0870
 EK0870                         *CURRENT SURVEY CONTROL
 EK0870  ___________________________________________________________________
 EK0870* NAD 83(1997)-  34 09 50.43082(N)    094 09 11.01146(W)     ADJUSTED  
 EK0870* NAVD 88     -       225.1    (meters)     739.     (feet)  VERTCON   
 EK0870  ___________________________________________________________________
 EK0870  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 EK0870  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EK0870
 EK0870  HORZ ORDER  -  FIRST
 EK0870
 EK0870.The horizontal coordinates were established by classical geodetic methods
 EK0870.and adjusted by the National Geodetic Survey in September 1999..
 EK0870
 EK0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0870
 EK0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0870
 EK0870.The geoid height was determined by GEOID03.
 EK0870
 EK0870;                    North         East     Units Scale Factor Converg.
 EK0870;SPC AR S     -   568,161.253   201,503.539   MT  0.99992102   -1 12 18.2
 EK0870;SPC AR S     - 1,864,042.38    661,099.53   sFT  0.99992102   -1 12 18.2
 EK0870;UTM  15      - 3,780,941.764   393,719.936   MT  0.99973924   -0 38 51.3
 EK0870
 EK0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0870!SPC AR S     -   0.99996906  x   0.99992102  =   0.99989008
 EK0870!UTM  15      -   0.99996906  x   0.99973924  =   0.99970831
 EK0870
 EK0870:                Primary Azimuth Mark                     Grid Az
 EK0870:SPC AR S     -  EAGLEVIEW                                002 53 41.4
 EK0870:UTM  15      -  EAGLEVIEW                                002 20 14.5
 EK0870
 EK0870|---------------------------------------------------------------------|
 EK0870| PID    Reference Object                     Distance      Geod. Az  |
 EK0870|                                                           dddmmss.s |
 EK0870| EK0864 EAGLEVIEW                           APPROX.32.2 KM 0014123.2 |
 EK0870| CX6500 HOPE RM 1                            40.255 METERS 17605     |
 EK0870| EK0869 BETHEL LOOKOUT TOWER                APPROX.15.9 KM 1832159.2 |
 EK0870| CX6502 HOPE RM 3                            24.780 METERS 26126     |
 EK0870| CX6501 HOPE RM 2                            72.856 METERS 27144     |
 EK0870| CX6503 HOPE RM 4                            17.800 METERS 29034     |
 EK0870|---------------------------------------------------------------------|
 EK0870
 EK0870                          SUPERSEDED SURVEY CONTROL
 EK0870
 EK0870  NAD 83(1997)-  34 09 50.43572(N)    094 09 11.00891(W) AD(       ) 1
 EK0870  NAD 83(1986)-  34 09 50.44029(N)    094 09 11.00426(W) AD(       ) 1
 EK0870  NAD 27      -  34 09 50.03100(N)    094 09 10.28000(W) AD(       ) 1
 EK0870  NGVD 29 (07/19/86)  225.1    (m)          739.     (f) VERT ANG       
 EK0870
 EK0870.Superseded values are not recommended for survey control.
 EK0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0870.See file dsdata.txt to determine how the superseded data were derived.
 EK0870
 EK0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9372080942(NAD 83)
 EK0870_MARKER: DS = TRIANGULATION STATION DISK
 EK0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0870_SP_SET: SET INTO TOP OF CONCRETE POST
 EK0870_STAMPING: HOPE 1930 1974
 EK0870_PROJECTION: FLUSH
 EK0870
 EK0870  HISTORY     - Date     Condition        Report By
 EK0870  HISTORY     - 1974     MONUMENTED       NGS
 EK0870
 EK0870                          STATION DESCRIPTION
 EK0870
 EK0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 EK0870'THE STATION WAS VISITED 9-25-74 AND RM NO 1 WAS RECOVERED IN GOOD
 EK0870'CONDITION.  THE STATION SURFACE MARK WAS FOUND WITH THE TOP BROKEN
 EK0870'OFF.  RMS NO 2 AND NO 3 WERE FOUND OUT OF THE GROUND.  A NEW
 EK0870'STATION SURFACE MARK WAS ESTABLISHED OVER THE UNDERGROUND MARK AND
 EK0870'RM NO 3 WAS RESET AS RM NO 4.  THE DISK WAS RECLAIMED FROM RM NO
 EK0870'2.  A NEW DESCRIPTION FOLLOWS.
 EK0870'
 EK0870'THE STATION IS LOCATED ABOUT 8.5 MILES WEST-NORTHWEST OF DIERKS ON A
 EK0870'SMALL KNOLL OF A HEAVILY WOODED EAST-WEST RIDGE OWNED BY
 EK0870'WEYERHAEUSER COMPANY.
 EK0870'
 EK0870'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59, 70, AND 71 ABOUT 12
 EK0870'MILES EAST OF DEQUEEN GO EAST ON U.S. HIGHWAY 70 FOR 6.8 MILES TO A
 EK0870'PAVED SIDE ROAD ON THE LEFT JUST AFTER CROSSING A BRIDGE.  TURN
 EK0870'LEFT AND GO NORTH ON A PAVED ROAD FOR 3.25 MILES TO A PAVED SIDE
 EK0870'ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON A PAVED ROAD FOR
 EK0870'0.6 MILE TO THE END OF THE PAVEMENT.  CONTINUE AHEAD ON A GRADED
 EK0870'ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT
 EK0870'AHEAD ON GRADED ROAD NO. 50.100 FOR 0.35 MILE TO A T ROAD
 EK0870'JUNCTION.  TURN RIGHT AND FOLLOW ROAD NO. 50.100 FOR 1.55 MILES TO
 EK0870'A GRADED SIDE ROAD ON LEFT ROAD NO. 50.700.  TURN LEFT AND GO WEST
 EK0870'ON ROAD NO. 50.700 FOR 0.6 MILE TO A DIM ROAD ON THE RIGHT
 EK0870'JUST BEFORE REACHING ROAD NO.  50.710 ON THE LEFT.  TURN RIGHT ON
 EK0870'THE DIM ROAD AND GO NORTH FOR 0.05 MILE TO THE TOP OF A SMALL
 EK0870'KNOLL AND THE STATION ON THE EAST SIDE OF A SMALL CLEARING.
 EK0870'
 EK0870'THE STATION MARK IS A STANDARD DISK SET IN TOP OF A ROUND CONCRETE
 EK0870'POST FLUSH WITH THE GROUND AND STAMPED HOPE 1930 1974.  IT IS 40
 EK0870'FEET SOUTHWEST OF A LONE 32 INCH GUM TREE, 31.8 FEET NORTHWEST OF A
 EK0870'LONE 36 INCH OAK TREE, 16.5 FEET NORTHEAST OF THE CENTER OF A
 EK0870'CIRCULAR ROAD AROUND THE TOP OF THE KNOLL AND 1.2 FEET NORTH OF
 EK0870'A METAL WITNESS POST AND SIGN.
 EK0870'
 EK0870'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN TOP OF A SQUARE
 EK0870'CONCRETE POST PROJECTING 2 INCHES AND STAMPED HOPE 1930 NO 1.  IT IS
 EK0870'58 FEET SOUTHEAST OF THE CENTER OF A CIRCULAR ROAD, 57 FEET
 EK0870'SOUTH-SOUTHWEST OF A TWIN FORKED TREE AND 1 FOOT EAST OF A METAL
 EK0870'WITNESS POST AND SIGN.  REFERENCE MARK NO 4 IS A STANDARD DISK
 EK0870'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 EK0870'AND STAMPED HOPE NO 4 1930 1974.  IT IS 10.0 FEET NORTH OF THE
 EK0870'CENTER OF A CIRCULAR ROAD, 2.5 FEET SOUTHWEST OF A 16 INCH OAK
 EK0870'TREE, 2.5 FEET SOUTHEAST OF A 18 INCH OAK TREE AND 1.0 FOOT NORTH OF
 EK0870'A METAL WITNESS POST AND SIGN.
 EK0870'
 EK0870'THE DISTANCE BETWEEN RM 1 AND RM 4 IS 165.022 FEET.
 EK0870'
 EK0870'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK AT THIS DATE DUE
 EK0870'TO HEAVY WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1558 ***********************************************************************
 DL1558  DESIGNATION -  HOPE UNION COMPRESS CO TK
 DL1558  PID         -  DL1558
 DL1558  STATE/COUNTY-  AR/HEMPSTEAD
 DL1558  USGS QUAD   -  HOPE (1978)
 DL1558
 DL1558                         *CURRENT SURVEY CONTROL
 DL1558  ___________________________________________________________________
 DL1558* NAD 83(1997)-  33 40 45.31549(N)    093 35 48.53350(W)     ADJUSTED  
 DL1558* NAVD 88     -                                                        
 DL1558  ___________________________________________________________________
 DL1558  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DL1558  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL1558
 DL1558  HORZ ORDER  -  THIRD
 DL1558
 DL1558.The horizontal coordinates were established by classical geodetic methods
 DL1558.and adjusted by the National Geodetic Survey in September 1999..
 DL1558
 DL1558
 DL1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1558
 DL1558.The geoid height was determined by GEOID03.
 DL1558
 DL1558;                    North         East     Units Scale Factor Converg.
 DL1558;SPC AR S     -   513,463.250   251,941.704   MT  0.99993756   -0 53 37.4
 DL1558;SPC AR S     - 1,684,587.35    826,578.74   sFT  0.99993756   -0 53 37.4
 DL1558;UTM  15      - 3,726,753.038   444,678.769   MT  0.99963773   -0 19 51.5
 DL1558
 DL1558                          SUPERSEDED SURVEY CONTROL
 DL1558
 DL1558  NAD 83(1997)-  33 40 45.32275(N)    093 35 48.52674(W) AD(       ) 4
 DL1558  NAD 83(1986)-  33 40 45.32489(N)    093 35 48.52278(W) AD(       ) 4
 DL1558  NAD 27      -  33 40 44.89800(N)    093 35 47.88100(W) AD(       ) 3
 DL1558
 DL1558.Superseded values are not recommended for survey control.
 DL1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1558.See file dsdata.txt to determine how the superseded data were derived.
 DL1558
 DL1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4467926753(NAD 83)
 DL1558_MARKER: 53 = ELEVATED TANK
 DL1558
 DL1558  HISTORY     - Date     Condition        Report By
 DL1558  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1558  HISTORY     - 1951     SEE DESCRIPTION  CGS
 DL1558
 DL1558                          STATION DESCRIPTION
 DL1558
 DL1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1558'THIS INTERSECTION STATION IS IN THE NW PART OF THE CITY OF
 DL1558'HOPE, ABOUT 60 PACES E OF A NE AND SW DIRT ROAD AND 45 PACES W
 DL1558'OF THE UNION COMPRESS AND WAREHOUSE COMPANYS BUILDING.
 DL1558'
 DL1558'THE TANK AND 4-LEGGED TRUSSWORK SUPPORTING TOWER ARE CONSTRUCTED
 DL1558'OF STEEL, COLORED SILVER AND ABOUT 125 FEET HIGH.  IT WAS
 DL1558'BUILT IN 1928.
 DL1558'
 DL1558'THE POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF
 DL1558'OF THE TANK.
 DL1558
 DL1558                          STATION RECOVERY (1951)
 DL1558
 DL1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1558'ORIGINAL DESCRIPTION IS ADEQUATE.  STATION WAS RELOCATED
 DL1558'IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1055 ***********************************************************************
 FF1055  DESIGNATION -  HOPEFIELD
 FF1055  PID         -  FF1055
 FF1055  STATE/COUNTY-  AR/CRITTENDEN
 FF1055  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1055
 FF1055                         *CURRENT SURVEY CONTROL
 FF1055  ___________________________________________________________________
 FF1055* NAD 83(1997)-  35 09 09.55135(N)    090 04 14.72450(W)     ADJUSTED  
 FF1055* NAVD 88     -        66.368  (meters)     217.74   (feet)  POSTED    
 FF1055  ___________________________________________________________________
 FF1055  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FF1055  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1055  DYNAMIC HT  -          66.310 (meters)     217.55  (feet)  COMP
 FF1055  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 FF1055
 FF1055  HORZ ORDER  -  FIRST
 FF1055  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF1055
 FF1055.The horizontal coordinates were established by classical geodetic methods
 FF1055.and adjusted by the National Geodetic Survey in September 1999..
 FF1055
 FF1055.The orthometric height was determined by differential leveling
 FF1055.and adjusted by the National Geodetic Survey in 1992..
 FF1055.No vertical observational check was made to the station.
 FF1055.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF1055.was located on a no-check spur therefore a value was not computed.
 FF1055
 FF1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1055
 FF1055.The geoid height was determined by GEOID03.
 FF1055
 FF1055.The dynamic height is computed by dividing the NAVD 88
 FF1055.geopotential number by the normal gravity value computed on the
 FF1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1055.degrees latitude (g = 980.6199 gals.).
 FF1055
 FF1055.The modeled gravity was interpolated from observed gravity values.
 FF1055
 FF1055;                    North         East     Units Scale Factor Converg.
 FF1055;SPC AR N     -    92,618.675   575,771.822   MT  0.99996413   +1 07 21.4
 FF1055;SPC AR N     -   303,866.44  1,889,011.39   sFT  0.99996413   +1 07 21.4
 FF1055;SPC TN       -    98,617.508   229,179.574   MT  1.00001861   -2 22 59.5
 FF1055;SPC TN       -   323,547.61    751,899.99   sFT  1.00001861   -2 22 59.5
 FF1055;UTM  15      - 3,893,901.246   766,840.414   MT  1.00047762   +1 41 15.1
 FF1055;UTM  16      - 3,894,290.354   220,264.261   MT  1.00056451   -1 46 09.0
 FF1055
 FF1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1055!SPC AR N     -   0.99999386  x   0.99996413  =   0.99995799
 FF1055!SPC TN       -   0.99999386  x   1.00001861  =   1.00001247
 FF1055!UTM  15      -   0.99999386  x   1.00047762  =   1.00047148
 FF1055!UTM  16      -   0.99999386  x   1.00056451  =   1.00055837
 FF1055
 FF1055|---------------------------------------------------------------------|
 FF1055| PID    Reference Object                     Distance      Geod. Az  |
 FF1055|                                                           dddmmss.s |
 FF1055| FF1054 ORGAN                                98.094 METERS 02812     |
 FF1055| FF1998 EXCHANGE                            APPROX. 1.9 KM 1155551.2 |
 FF1055| CI3858 HOPEFIELD RM 1                       80.830 METERS 12341     |
 FF1055| FF1996 MEMPHIS LOW CHIMNEY                 APPROX. 3.5 KM 1465301.1 |
 FF1055| FF2001 MEMPHIS NEXT CHIMNEY                APPROX. 3.4 KM 1473216.3 |
 FF1055| FF1995 MEMPHIS SOUTH CHIMNEY               APPROX. 3.5 KM 1474146.6 |
 FF1055| FF1971 HOPEFIELD                           488.433 METERS 1521145.0 |
 FF1055| CI3859 HOPEFIELD RM 2                       90.180 METERS 17823     |
 FF1055|---------------------------------------------------------------------|
 FF1055
 FF1055                          SUPERSEDED SURVEY CONTROL
 FF1055
 FF1055  NAD 83(1997)-  35 09 09.55129(N)    090 04 14.72432(W) AD(       ) 1
 FF1055  NAD 83(1997)-  35 09 09.55337(N)    090 04 14.72366(W) AD(       ) 1
 FF1055  NAD 83(1997)-  35 09 09.55719(N)    090 04 14.72377(W) AD(       ) 1
 FF1055  NAD 83(1986)-  35 09 09.56160(N)    090 04 14.72539(W) AD(       ) 1
 FF1055  NAD 27      -  35 09 09.23600(N)    090 04 14.38900(W) AD(       ) 1
 FF1055  NGVD 29 (??/??/??)   66.332  (m)          217.62   (f) ADJUSTED    1 2
 FF1055
 FF1055.Superseded values are not recommended for survey control.
 FF1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1055.See file dsdata.txt to determine how the superseded data were derived.
 FF1055
 FF1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6684093901(NAD 83)
 FF1055_MARKER: DS = TRIANGULATION STATION DISK
 FF1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1055+STABILITY: SURFACE MOTION
 FF1055
 FF1055  HISTORY     - Date     Condition        Report By
 FF1055  HISTORY     - 1914     MONUMENTED       CGS
 FF1055  HISTORY     - 1920     GOOD             CGS
 FF1055  HISTORY     - 1928     MARK NOT FOUND   CGS
 FF1055
 FF1055                          STATION DESCRIPTION
 FF1055
 FF1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 FF1055'ABOUT 100 METERS (328 FEET) WEST OF FERRY LANDING AT HOPEFIELD
 FF1055'POINT, IN CULTIVATED FIELD, ABOUT 50 METERS (164 FEET) WEST
 FF1055'OF MIDDLE OF FIRST BIGHT NORTH OF YELLOW BARN ON POINT,
 FF1055'AND ABOUT 70 METERS (230 FEET) SOUTH OF SPUR TRACK OF CHICAGO,
 FF1055'ROCK ISLAND AND PACIFIC RAILWAY.  FERRY LANDING IS NORTH
 FF1055'OF BARN AND IS TEMPORARY.  SURFACE AND UNDERGROUND MARKS
 FF1055'ARE STANDARD STATION DISKS IN CONCRETE.
 FF1055'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FF1055'ONE IS 2 METERS (7 FEET) WEST OF MIDDLE OF YELLOW
 FF1055'BARN, NEARLY COVERED BY LOOSE ROCK PILES ALONG BARN, 4
 FF1055'METERS (13 FEET) SOUTH OF EAST OF WELL ON HOPEFIELD POINT,
 FF1055'AND 80.83 METERS (265.2 FEET) FROM STATION,
 FF1055'S 56 DEG 19 MIN E.  OTHER IS IN YARD ABOUT 7 METERS (23
 FF1055'FEET) NORTHWEST OF PARTLY HOLLOW AND LEANING SYCAMORE TREE
 FF1055'AND 90.18 METERS (295.9 FEET) FROM STATION,
 FF1055'S 01 DEG 37 MIN E.
 FF1055
 FF1055                          STATION RECOVERY (1920)
 FF1055
 FF1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FF1055'IN 1920 STATION AND ONE REFERENCE MARK
 FF1055'WERE STAMPED WITH NAME AND DATED 1914-16-20, BUT OTHER
 FF1055'REFERENCE MARK WAS NOT RECOVERED.
 FF1055
 FF1055                          STATION RECOVERY (1928)
 FF1055
 FF1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 FF1055'IN 1928 STATION WAS NOT
 FF1055'RECOVERED, BUT WAS THOUGHT TO BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1971 ***********************************************************************
 FF1971  DESIGNATION -  HOPEFIELD
 FF1971  PID         -  FF1971
 FF1971  STATE/COUNTY-  AR/CRITTENDEN
 FF1971  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1971
 FF1971                         *CURRENT SURVEY CONTROL
 FF1971  ___________________________________________________________________
 FF1971* NAD 83(1997)-  35 08 55.53192(N)    090 04 05.72357(W)     ADJUSTED  
 FF1971* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 FF1971  ___________________________________________________________________
 FF1971  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FF1971  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1971
 FF1971  HORZ ORDER  -  SECOND
 FF1971
 FF1971.The horizontal coordinates were established by classical geodetic methods
 FF1971.and adjusted by the National Geodetic Survey in September 1999..
 FF1971
 FF1971.The orthometric height was scaled from a topographic map.
 FF1971
 FF1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1971
 FF1971.The geoid height was determined by GEOID03.
 FF1971
 FF1971;                    North         East     Units Scale Factor Converg.
 FF1971;SPC AR N     -    92,191.194   576,008.065   MT  0.99996464   +1 07 26.7
 FF1971;SPC AR N     -   302,463.94  1,889,786.46   sFT  0.99996464   +1 07 26.7
 FF1971;SPC TN       -    98,176.357   229,389.245   MT  1.00001941   -2 22 54.2
 FF1971;SPC TN       -   322,100.26    752,587.88   sFT  1.00001941   -2 22 54.2
 FF1971;UTM  15      - 3,893,475.896   767,080.983   MT  1.00047921   +1 41 19.7
 FF1971;UTM  16      - 3,893,851.237   220,478.766   MT  1.00056303   -1 46 03.2
 FF1971
 FF1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1971!SPC AR N     -   0.99999407  x   0.99996464  =   0.99995871
 FF1971!SPC TN       -   0.99999407  x   1.00001941  =   1.00001348
 FF1971!UTM  15      -   0.99999407  x   1.00047921  =   1.00047328
 FF1971!UTM  16      -   0.99999407  x   1.00056303  =   1.00055710
 FF1971
 FF1971:                Primary Azimuth Mark                     Grid Az
 FF1971:SPC AR N     -  HOPEFIELD                                331 04 23.5
 FF1971:SPC TN       -  HOPEFIELD                                334 34 44.4
 FF1971:UTM  15      -  HOPEFIELD                                330 30 30.5
 FF1971:UTM  16      -  HOPEFIELD                                333 57 53.4
 FF1971
 FF1971|---------------------------------------------------------------------|
 FF1971| PID    Reference Object                     Distance      Geod. Az  |
 FF1971|                                                           dddmmss.s |
 FF1971| FF1055 HOPEFIELD                           488.433 METERS 3321150.2 |
 FF1971|---------------------------------------------------------------------|
 FF1971
 FF1971                          SUPERSEDED SURVEY CONTROL
 FF1971
 FF1971  NAD 83(1997)-  35 08 55.53189(N)    090 04 05.72342(W) AD(       ) 2
 FF1971  NAD 83(1997)-  35 08 55.53406(N)    090 04 05.72274(W) AD(       ) 2
 FF1971  NAD 83(1997)-  35 08 55.53772(N)    090 04 05.72274(W) AD(       ) 2
 FF1971  NAD 83(1986)-  35 08 55.54224(N)    090 04 05.72451(W) AD(       ) 2
 FF1971  NAD 27      -  35 08 55.21700(N)    090 04 05.38900(W) AD(       ) 2
 FF1971
 FF1971.Superseded values are not recommended for survey control.
 FF1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1971.See file dsdata.txt to determine how the superseded data were derived.
 FF1971
 FF1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6708193476(NAD 83)
 FF1971_MARKER: P = PIPE CAP
 FF1971_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1971_SP_SET: PREFABRICATED CONCRETE POST
 FF1971
 FF1971  HISTORY     - Date     Condition        Report By
 FF1971  HISTORY     - 1914     MONUMENTED       MRC
 FF1971
 FF1971                          STATION DESCRIPTION
 FF1971
 FF1971'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1914 (EHP)
 FF1971'IN HOPEFIELD A LITTLE ABOVE POINT OPPOSITE CUSTOMHOUSE IN
 FF1971'MEMPHIS, ABOUT 350 METERS (1,148 FEET) BELOW WELL AND YELLOW
 FF1971'BARN ON HOPEFIELD POINT, 2 METERS (7 FEET) WEST OF PASTURE
 FF1971'FENCE LINE, ON WEST SIDE OF ROAD RUNNING FROM FERRY LANDING
 FF1971'DOWN RIVER, ON PROPERTY LINE BETWEEN J. NELSON AND MEMPHIS
 FF1971'FERRY CO., 196 METERS (643 FEET) BELOW LARGE WHITE HOUSE,
 FF1971'ABOUT 75 METERS (246 FEET) SOUTH OF YELLOW HOUSE, DIRECTLY
 FF1971'BEHIND SIGNBOARD, AND ABOUT 90 METERS (295 FEET) BACK FROM
 FF1971'BANK OF RIVER.  MARKED BY STANDARD MARK OF MISSISSIPPI RIVER
 FF1971'COMMISSION, BRASS CAP ON PIPE ABOVE AND COPPER BOLT IN TILE
 FF1971'BELOW AS DESCRIBED.  DISTANCES AND AZIMUTHS
 FF1971'FROM STATION TO TWO BLAZED TREES ARE- 8-INCH PECAN, 31.6
 FF1971'METERS (104 FEET), 10 DEG, AND 12-INCH LOCUST, 23.3
 FF1971'METERS (76 FEET), 330 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1967 ***********************************************************************
 FF1967  DESIGNATION -  HOPEFIELD SOUTH BASE
 FF1967  PID         -  FF1967
 FF1967  STATE/COUNTY-  AR/CRITTENDEN
 FF1967  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1967
 FF1967                         *CURRENT SURVEY CONTROL
 FF1967  ___________________________________________________________________
 FF1967* NAD 83(1997)-  35 07 51.70070(N)    090 04 55.91460(W)     ADJUSTED  
 FF1967* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 FF1967  ___________________________________________________________________
 FF1967  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FF1967  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1967
 FF1967  HORZ ORDER  -  SECOND
 FF1967
 FF1967.The horizontal coordinates were established by classical geodetic methods
 FF1967.and adjusted by the National Geodetic Survey in September 1999..
 FF1967
 FF1967.The orthometric height was scaled from a topographic map.
 FF1967
 FF1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1967
 FF1967.The geoid height was determined by GEOID03.
 FF1967
 FF1967;                    North         East     Units Scale Factor Converg.
 FF1967;SPC AR N     -    90,199.682   574,776.235   MT  0.99996702   +1 06 57.5
 FF1967;SPC AR N     -   295,930.12  1,885,745.03   sFT  0.99996702   +1 06 57.5
 FF1967;SPC TN       -    96,263.792   228,037.865   MT  1.00002313   -2 23 23.6
 FF1967;SPC TN       -   315,825.46    748,154.23   sFT  1.00002313   -2 23 23.6
 FF1967;UTM  15      - 3,891,471.326   765,868.213   MT  1.00047124   +1 40 48.1
 FF1967;UTM  16      - 3,891,923.233   219,147.252   MT  1.00057223   -1 46 29.3
 FF1967
 FF1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1967!SPC AR N     -   0.99999407  x   0.99996702  =   0.99996109
 FF1967!SPC TN       -   0.99999407  x   1.00002313  =   1.00001720
 FF1967!UTM  15      -   0.99999407  x   1.00047124  =   1.00046531
 FF1967!UTM  16      -   0.99999407  x   1.00057223  =   1.00056630
 FF1967
 FF1967:                Primary Azimuth Mark                     Grid Az
 FF1967:SPC AR N     -  HOPEFIELD                                022 22 14.4
 FF1967:SPC TN       -  HOPEFIELD                                025 52 35.5
 FF1967:UTM  15      -  HOPEFIELD                                021 48 23.8
 FF1967:UTM  16      -  HOPEFIELD                                025 15 41.2
 FF1967
 FF1967|---------------------------------------------------------------------|
 FF1967| PID    Reference Object                     Distance      Geod. Az  |
 FF1967|                                                           dddmmss.s |
 FF1967| FF1055 HOPEFIELD                           APPROX. 2.6 KM 0232911.9 |
 FF1967|---------------------------------------------------------------------|
 FF1967
 FF1967                          SUPERSEDED SURVEY CONTROL
 FF1967
 FF1967  NAD 83(1997)-  35 07 51.70083(N)    090 04 55.91437(W) AD(       ) 2
 FF1967  NAD 83(1997)-  35 07 51.70306(N)    090 04 55.91322(W) AD(       ) 2
 FF1967  NAD 83(1997)-  35 07 51.70618(N)    090 04 55.91353(W) AD(       ) 2
 FF1967  NAD 83(1986)-  35 07 51.71127(N)    090 04 55.91541(W) AD(       ) 2
 FF1967  NAD 27      -  35 07 51.38700(N)    090 04 55.57700(W) AD(       ) 2
 FF1967
 FF1967.Superseded values are not recommended for survey control.
 FF1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1967.See file dsdata.txt to determine how the superseded data were derived.
 FF1967
 FF1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6586891471(NAD 83)
 FF1967_MARKER: V = STONE MONUMENT
 FF1967_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FF1967_SP_SET: OBJECT IMBEDDED IN GROUND
 FF1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1967
 FF1967  HISTORY     - Date     Condition        Report By
 FF1967  HISTORY     - 1879     MONUMENTED       CGS
 FF1967
 FF1967                          STATION DESCRIPTION
 FF1967
 FF1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (CHB)
 FF1967'IN WEST MEMPHIS, OPPOSITE POINT ABOUT 1-3/4 MILES BELOW COURT
 FF1967'SQUARE IN MEMPHIS, ABOUT 300 METERS (984 FEET) WEST OF MISSISSIPPI
 FF1967'RIVER, 50 METERS (164 FEET) NORTH OF ROAD LEADING WEST FROM FERRY
 FF1967'LANDING, 170 METERS (558 FEET) SOUTH OF RAILROAD BRIDGE
 FF1967'APPROACH, 47 METERS (154 FEET) EAST OF STORE OWNED BY J.A.
 FF1967'TEMPLIN, IN REAR OF HOUSE AND ON LOT OWNED BY DOUGLAS OWENS,
 FF1967'28 METERS (92 FEET) EAST OF WEST PROPERTY LINE, AND 12 METERS
 FF1967'(39 FEET) SOUTH OF NORTH PROPERTY LINE.  UPPER MARK IS 1-FOOT
 FF1967'SQUARE LIMESTONE BLOCK, SMOOTHED ON SIDES ABOVE GROUND,
 FF1967'PROJECTING ABOUT 14 INCHES ABOVE GROUND, AND WITH SIDES MARKED AS
 FF1967'FOLLOWS- SOUTH, U.S. COAST SURVEY, WEST, S. BASE, AND EAST,
 FF1967'1879.  UNDERGROUND MARK IS EARTHEN PYRAMID 3-1/2 FEET
 FF1967'BELOW GROUND.  SURFACE MARK EXTENDS DOWN TO WITHIN 6 INCHES
 FF1967'OF PYRAMID.  WITNESS STONE (LIMESTONE SHAFT ABOUT 3 FEET LONG, 6
 FF1967'INCHES SQUARE ON TOP, WITH LETTERS U.S.C.S. ON ONE FACE,
 FF1967'AND CROSS CUT INTO TOP) IS 90 METERS (295 FEET). FROM STATION,
 FF1967'N 31 DEG 33 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1592 ***********************************************************************
 DL1592  FBN         -  This is a Federal Base Network Control Station.
 DL1592  PACS        -  This is a Primary Airport Control Station.
 DL1592  DESIGNATION -  HOPEPORT
 DL1592  PID         -  DL1592
 DL1592  STATE/COUNTY-  AR/HEMPSTEAD
 DL1592  USGS QUAD   -  SHEPPARD (1978)
 DL1592
 DL1592                         *CURRENT SURVEY CONTROL
 DL1592  ___________________________________________________________________
 DL1592* NAD 83(1997)-  33 43 27.36040(N)    093 39 19.34731(W)     ADJUSTED  
 DL1592* NAVD 88     -       106.28   (meters)     348.7    (feet)  GPS OBS   
 DL1592  ___________________________________________________________________
 DL1592  X           -    -338,562.610 (meters)                     COMP
 DL1592  Y           -  -5,299,562.178 (meters)                     COMP
 DL1592  Z           -   3,521,093.979 (meters)                     COMP
 DL1592  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DL1592  ELLIP HEIGHT-          79.26  (meters)          (07/20/01) GPS OBS
 DL1592  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL1592
 DL1592  HORZ ORDER  -  A
 DL1592  ELLP ORDER  -  FOURTH    CLASS I
 DL1592
 DL1592.This mark is at Hope Airport (M18)
 DL1592
 DL1592.The horizontal coordinates were established by GPS observations
 DL1592.and adjusted by the National Geodetic Survey in July 1997..
 DL1592
 DL1592.The orthometric height was determined by GPS observations and a
 DL1592.high-resolution geoid model.
 DL1592
 DL1592.GPS derived orthometric heights for airport stations designated as
 DL1592.PACS or SACS are published to 2 decimal places.  This maintains
 DL1592.centimeter relative accuracy between the PACS and SACS.  It does
 DL1592.not indicate centimeter accuracy relative to other marks which are
 DL1592.part of the NAVD 88 network.
 DL1592
 DL1592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1592
 DL1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1592
 DL1592.The ellipsoidal height was determined by GPS observations
 DL1592.and is referenced to NAD 83.
 DL1592
 DL1592.The geoid height was determined by GEOID03.
 DL1592
 DL1592;                    North         East     Units Scale Factor Converg.
 DL1592;SPC AR S     -   518,541.170   246,593.207   MT  0.99993303   -0 55 35.4
 DL1592;SPC AR S     - 1,701,247.16    809,031.21   sFT  0.99993303   -0 55 35.4
 DL1592;UTM  15      - 3,731,776.712   439,282.247   MT  0.99964545   -0 21 49.9
 DL1592
 DL1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1592!SPC AR S     -   0.99998756  x   0.99993303  =   0.99992059
 DL1592!UTM  15      -   0.99998756  x   0.99964545  =   0.99963301
 DL1592
 DL1592:                Primary Azimuth Mark                     Grid Az
 DL1592:SPC AR S     -  HOPEPORT AZ MK                           168 02 44.4
 DL1592:UTM  15      -  HOPEPORT AZ MK                           167 28 58.9
 DL1592
 DL1592|---------------------------------------------------------------------|
 DL1592| PID    Reference Object                     Distance      Geod. Az  |
 DL1592|                                                           dddmmss.s |
 DL1592| DL1593 HOPEPORT AZ MK                      APPROX. 0.9 KM 1670709.0 |
 DL1592|---------------------------------------------------------------------|
 DL1592
 DL1592                          SUPERSEDED SURVEY CONTROL
 DL1592
 DL1592  ELLIP H (07/24/97)   79.27   (m)                       GP(       ) 2 1
 DL1592  NAD 83(1997)-  33 43 27.36804(N)    093 39 19.33792(W) AD(       ) 1
 DL1592  ELLIP H (01/21/93)   78.96   (m)                       GP(       ) 4 2
 DL1592  NAD 83(1986)-  33 43 27.37029(N)    093 39 19.33276(W) AD(       ) 1
 DL1592  NGVD 29 (11/13/90)  106.3    (m)          349.     (f) GPS OBS        
 DL1592
 DL1592.Superseded values are not recommended for survey control.
 DL1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1592.See file dsdata.txt to determine how the superseded data were derived.
 DL1592
 DL1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3928231777(NAD 83)
 DL1592_MARKER: I = METAL ROD
 DL1592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1592_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DL1592_STAMPING: HOPEPORT 1990
 DL1592_MARK LOGO: NGS   
 DL1592_PROJECTION: FLUSH
 DL1592_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1592+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2000
 DL1592_ROD/PIPE-DEPTH: 7.0  meters
 DL1592_SLEEVE-DEPTH  : 0.92 meters
 DL1592
 DL1592  HISTORY     - Date     Condition        Report By
 DL1592  HISTORY     - 1990     MONUMENTED       NGS
 DL1592  HISTORY     - 19910114 GOOD             NGS
 DL1592  HISTORY     - 19921127 GOOD             NOS
 DL1592  HISTORY     - 19970130 GOOD             NGS
 DL1592  HISTORY     - 20000203 GOOD             NGS
 DL1592
 DL1592                          STATION DESCRIPTION
 DL1592
 DL1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DL1592'STATION IS LOCATED ABOUT 18.6 KM (11.6 MI) NORTHEAST OF FULTON, 17.0
 DL1592'KM (10.6 MI) WEST OF EMMET, AND 8.2 KM (5.1 MI) NORTHWEST OF HOPE, AT
 DL1592'THE HOPE MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF HOPE, CITY HALL, HOPE
 DL1592'AR 71801.  AIRPORT MANAGER IS BOBBY NEEL (DEAN MEDLEN, ASST.) RTE.4,
 DL1592'BOX 126A, HOPE AR 71801.  PHONE IS 501-777-3444 OR HOME 501-777-9780.
 DL1592'CITY POLICE SHOULD BE CONTACTED  501-777-3434.
 DL1592'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND STATE ROUTE 4
 DL1592'IN NORTHWEST HOPE, GO NORTHWEST ON STATE ROUTE 4 FOR 6.3 KM (3.9 MI)
 DL1592'TO A CROSSROAD.  TURN LEFT, AND GO SOUTHWEST AND NORTH ON THE AIRPORT
 DL1592'ENTRANCE ROAD FOR 0.43 KM (0.27 MI) TO A PAVED ROAD ON THE LEFT. TURN
 DL1592'LEFT, AND GO WEST ON PAVED ROAD AND NORTH ACROSS A PARKING LOT FOR
 DL1592'0.06 KM (0.04 MI) TO A GATE AND THE AIRPORT OFFICE IN THE SOUTHWEST
 DL1592'CORNER OF A HANGAR. PASS THROUGH THE GATE AND GO NORTH AND WEST
 DL1592'ACROSS AN APRON AND AROUND THE NORTH END OF A HANGAR FOR 0.15 KM
 DL1592'(0.09 MI) TO AN APRON AND TAXIWAY ON THE RIGHT.  TURN RIGHT, AND GO
 DL1592'NORTHWEST ON TAXIWAY FOR 0.76 KM (0.47 MI) TO A RUNWAY AND THE
 DL1592'STATION ON THE LEFT.
 DL1592'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8INCH STAINLESS STEEL
 DL1592'ROD ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SET 52.75 M
 DL1592'(173.06 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE RUNWAY 16, 32.45
 DL1592'M (106.46 FT) EAST OF A BLUE TAXIWAY LIGHT, AND 27.3 M (89.6 FT)
 DL1592'SOUTHWEST OF THE CENTERLINE OF A TAXIWAY.
 DL1592'AIRPORT MANAGER IS ONLY AT AIRPORT ON WEEKENDS.  ASST. MANAGER IS AT
 DL1592'AIRPORT ON WEEK DAYS.
 DL1592'DESCRIBED BY R.D.BALL
 DL1592
 DL1592                          STATION RECOVERY (1991)
 DL1592
 DL1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DL1592'RECOVERED IN GOOD CONDITION.
 DL1592
 DL1592                          STATION RECOVERY (1992)
 DL1592
 DL1592'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL1592'RECOVERED IN GOOD CONDITION.
 DL1592
 DL1592                          STATION RECOVERY (1997)
 DL1592
 DL1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 DL1592'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHWEST OF HOPE, AT THE
 DL1592'HOPE MUNICIPAL AIRPORT, ADJACENT TO THE NORTH END OF THE APRON, IN THE
 DL1592'SOUTHEAST QUADRANT OF THE JUNCTION OF RUNWAY 16-34 AND THE CONNECTOR
 DL1592'TAXIWAY FOR RUNWAY END 16.  OWNERSHIP--CITY OF HOPE, CITY HALL, HOPE
 DL1592'AR 71801.  AIRPORT MANAGER IS DEAN MEDLEN, 153 AIRPORT ROAD, PHONE
 DL1592'501-777-3444 OR 777-8918.  CALL IN ADVANCE FOR ACCESS THROUGH THE
 DL1592'LOCKED GATE.  TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION
 DL1592'OF INTERSTATE HIGHWAY 30 AND STATE HIGHWAY 4 ON THE NORTHWEST SIDE OF
 DL1592'HOPE, GO NORTHWEST ON HIGHWAY 4 FOR 6.3 KM (3.90 MI) TO A PAVED
 DL1592'CROSSROAD.  TURN LEFT, SOUTHWEST ON THE ENTRANCE ROAD FOR 0.18 KM
 DL1592'(0.10 MI) TO THE T-JUNCTION OF A PAVED ROAD RIGHT AND A GRAVEL ROAD
 DL1592'LEFT.  TURN RIGHT, NORTH-NORTHWEST ON THE PAVED ROAD FOR 0.24 KM (0.15
 DL1592'MI) TO A GATE ON THE NORTHEAST SIDE OF A PARKING LOT AND HANGAR
 DL1592'(AIRPORT OFFICE IS LOCATED IN THE SOUTHWEST CORNER OF THE HANGAR).
 DL1592'CONTINUE AHEAD, NORTH-NORTHWEST, PASSING THROUGH THE GATE, THEN
 DL1592'WEST-SOUTHWEST AROUND THE HANGAR FOR 0.08 KM (0.05 MI) TO THE APRON
 DL1592'AND A CONNECTOR TAXIWAY ON THE RIGHT.  TURN RIGHT, NORTHWEST ACROSS
 DL1592'THE APRON AND ALONG THE TAXIWAY FOR 0.19 KM (0.10 MI) TO THE JUNCTION
 DL1592'OF RUNWAY 16-34 AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 DL1592'HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM
 DL1592'GREASE-FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 DL1592'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 53.6
 DL1592'M (175.9 FT) EAST-NORTHEAST OF THE RUNWAY CENTER, 32.4 M (106.3 FT)
 DL1592'EAST OF A TAXIWAY LIGHT AT THE JUNCTION OF THE RUNWAY, 27.3 M (89.6
 DL1592'FT) SOUTHWEST OF THE TAXIWAY CENTER, 0.85 M (2.79 FT) EAST-NORTHEAST
 DL1592'OF A STEEL WITNESS POST, 0.7 M (2.3 FT) WEST-NORTHWEST OF A STEEL
 DL1592'WITNESS POST AND 0.7 M (2.3 FT) SOUTH OF A STEEL WITNESS POST.
 DL1592'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 DL1592'AIRPORT CONTROL STATION.  THE SLEEVE DEPTH DOES NOT MEET THE
 DL1592'SPECIFICATION FOR A CLASS A ROD MARK.
 DL1592
 DL1592                          STATION RECOVERY (2000)
 DL1592
 DL1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 DL1592'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 DL1592'CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 7.0
 DL1592'KM (4.35 MI) NORTHWEST OF HOPE AT THE HOPE MUNICIPAL AIRPORT ON THE
 DL1592'SOUTHWEST SIDE OF THE JUNCTION OF RUNWAY 16/34 AND THE TAXIWAY LEADING
 DL1592'NORTHWEST FROM THE APRON.  OWNERSHIP--CITY OF HOPE.  TO REACH THE
 DL1592'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 (EXIT 30) AND US
 DL1592'HIGHWAY 278 ON THE SOUTHWEST SIDE OF HOPE, FROM THE NORTHWEST END OF
 DL1592'THE WEST BOUND EXIT RAMP OF EXIT 30, GO NORTHWEST ON HIGHWAY 278 FOR
 DL1592'6.03 KM (3.75 MI) TO THE JUNCTION OF THE AIRPORT ENTRANCE ROAD ON THE
 DL1592'LEFT AND STATE HIGHWAY 32 ON THE RIGHT, TURN LEFT, SOUTHWEST ON THE
 DL1592'AIRPORT ENTRANCE ROAD FOR 0.06 KM (0.05 MI) TO A Y-JUNCTION, TURN
 DL1592'RIGHT, NORTHWEST ON THE PAVED ROAD FOR 0.16 KM (0.10 MI) TO A PARKING
 DL1592'LOT ON THE LEFT, ON THE SOUTHWEST SIDE OF A LARGE HANGAR, TURN LEFT,
 DL1592'WEST INTO THE PARKING LOT THEN AN IMMEDIATE RIGHT, NORTH PASSING
 DL1592'THROUGH A CHAIN LINK GATE, CONTINUE AHEAD, NORTH TO THE NORTHEAST
 DL1592'CORNER OF THE HANGAR, BEAR LEFT AND GO WESTERLY ALONG THE NORTH SIDE
 DL1592'OF THE HANGAR TO THE APRON AT ITS NORTHWEST CORNER, BEAR RIGHT,
 DL1592'NORTHWEST ACROSS THE APRON TO A TAXIWAY, GO 0.16 KM (0.10 MI)
 DL1592'NORTHWEST ALONG THE TAXIWAY TO THE JUNCTION OF RUNWAY 16/34 AND THE
 DL1592'STATION ON THE LEFT SURROUNDED BY 3 SHORT ARHD METAL WITNESS POSTS.
 DL1592'THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD IN A
 DL1592'GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP
 DL1592'SURROUNDED BY CONCRETE ABOUT FLUSH WITH THE GROUND.  LOCATED 53.64 M
 DL1592'(175.98 FT) EAST OF THE CENTER OF THE RUNWAY, 32.46 M (106.50 FT) EAST
 DL1592'OF A TAXIWAY LIGHT AT THE JUNCTION OF THE RUNWAY AND TAXIWAY, 27.28 M
 DL1592'(89.50 FT) SOUTHWEST OF THE CENTER OF THE TAXIWAY, AND ABOUT 0.9 M
 DL1592'(3.0 FT) FROM 3 ARHD SHORT METAL WITNESS POSTS WHICH SURROUND THE
 DL1592'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1593 ***********************************************************************
 DL1593  DESIGNATION -  HOPEPORT AZ MK
 DL1593  PID         -  DL1593
 DL1593  STATE/COUNTY-  AR/HEMPSTEAD
 DL1593  USGS QUAD   -  SHEPPARD (1978)
 DL1593
 DL1593                         *CURRENT SURVEY CONTROL
 DL1593  ___________________________________________________________________
 DL1593* NAD 83(1997)-  33 42 59.69754(N)    093 39 11.77748(W)     ADJUSTED  
 DL1593* NAVD 88     -       102.7    (meters)     337.     (feet)  VERTCON   
 DL1593  ___________________________________________________________________
 DL1593  X           -    -338,398.074 (meters)                     COMP
 DL1593  Y           -  -5,300,043.779 (meters)                     COMP
 DL1593  Z           -   3,520,383.047 (meters)                     COMP
 DL1593  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DL1593  ELLIP HEIGHT-          75.63  (meters)          (09/24/01) GPS OBS
 DL1593  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL1593
 DL1593  HORZ ORDER  -  FIRST
 DL1593  ELLP ORDER  -  FOURTH    CLASS II
 DL1593
 DL1593.This mark is at Hope Airport (M18)
 DL1593
 DL1593.The horizontal coordinates were established by GPS observations
 DL1593.and adjusted by the National Geodetic Survey in September 1999..
 DL1593
 DL1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1593
 DL1593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1593
 DL1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1593
 DL1593.The ellipsoidal height was determined by GPS observations
 DL1593.and is referenced to NAD 83.
 DL1593
 DL1593.The geoid height was determined by GEOID03.
 DL1593
 DL1593;                    North         East     Units Scale Factor Converg.
 DL1593;SPC AR S     -   517,685.886   246,774.291   MT  0.99993376   -0 55 31.2
 DL1593;SPC AR S     - 1,698,441.11    809,625.32   sFT  0.99993376   -0 55 31.2
 DL1593;UTM  15      - 3,730,923.493   439,471.667   MT  0.99964516   -0 21 45.5
 DL1593
 DL1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1593!SPC AR S     -   0.99998813  x   0.99993376  =   0.99992189
 DL1593!UTM  15      -   0.99998813  x   0.99964516  =   0.99963329
 DL1593
 DL1593:                Primary Azimuth Mark                     Grid Az
 DL1593:SPC AR S     -  HOPEPORT                                 348 02 44.4
 DL1593:UTM  15      -  HOPEPORT                                 347 28 58.7
 DL1593
 DL1593|---------------------------------------------------------------------|
 DL1593| PID    Reference Object                     Distance      Geod. Az  |
 DL1593|                                                           dddmmss.s |
 DL1593| DL1592 HOPEPORT                            APPROX. 0.9 KM 3470713.2 |
 DL1593|---------------------------------------------------------------------|
 DL1593
 DL1593                          SUPERSEDED SURVEY CONTROL
 DL1593
 DL1593  ELLIP H (09/14/99)   75.64   (m)                       GP(       ) 4 1
 DL1593  NAD 83(1997)-  33 42 59.70518(N)    093 39 11.76809(W) AD(       ) 1
 DL1593  ELLIP H (01/21/93)   75.33   (m)                       GP(       ) 4 2
 DL1593  NAD 83(1986)-  33 42 59.70743(N)    093 39 11.76293(W) AD(       ) 1
 DL1593  NGVD 29 (11/13/90)  102.7    (m)          337.     (f) GPS OBS        
 DL1593
 DL1593.Superseded values are not recommended for survey control.
 DL1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1593.See file dsdata.txt to determine how the superseded data were derived.
 DL1593
 DL1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3947230923(NAD 83)
 DL1593_MARKER: I = METAL ROD
 DL1593_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1593_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DL1593_STAMPING: HOPEPORT AZ MK 1990
 DL1593_MARK LOGO: NGS   
 DL1593_PROJECTION: FLUSH
 DL1593_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1593+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DL1593_ROD/PIPE-DEPTH: 7.0  meters
 DL1593_SLEEVE-DEPTH  : 0.92 meters
 DL1593
 DL1593  HISTORY     - Date     Condition        Report By
 DL1593  HISTORY     - 1990     MONUMENTED       NGS
 DL1593
 DL1593                          STATION DESCRIPTION
 DL1593
 DL1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DL1593'STATION IS LOCATED ABOUT 18.6 KM (11.6 MI) NORTHEAST OF FULTON, 17.0
 DL1593'KM (10.6 MI) WEST OF EMMET, AND 8.2 KM (5.1 MI) NORTHWEST OF HOPE, AT
 DL1593'THE HOPE MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF HOPE, CITY HALL, HOPE
 DL1593'AR 71801.  AIRPORT MANAGER IS BOBBY NEEL (DEAN MEDLEN, ASST.) RTE.4,
 DL1593'BOX 126A, HOPE AR 71801.  PHONE IS 501-777-3444 OR HOME 501-777-9780.
 DL1593'CITY POLICE SHOULD BE CONTACTED  501-777-3434.
 DL1593'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND STATE ROUTE 4
 DL1593'IN NORTHWEST HOPE, GO NORTHWEST ON STATE ROUTE 4 FOR 6.3 KM (3.9 MI)
 DL1593'TO A CROSSROAD.  TURN LEFT, AND GO SOUTHWEST AND NORTH ON THE AIRPORT
 DL1593'ENTRANCE ROAD FOR 0.43 KM (0.27 MI) TO A PAVED ROAD ON THE LEFT. TURN
 DL1593'LEFT, AND GO WEST ON PAVED ROAD AND NORTH ACROSS A PARKING LOT FOR
 DL1593'0.06 KM (0.04 MI) TO A GATE AND THE AIRPORT OFFICE IN THE SOUTHWEST
 DL1593'CORNER OF A HANGAR. PASS THROUGH THE GATE AND GO NORTH AND WEST
 DL1593'ACROSS AN APRON AND AROUND THE NORTH END OF A HANGAR FOR 0.15 KM
 DL1593'(0.09 MI) TO AN APRON AND TAXIWAY ON THE RIGHT.  TURN LEFT AND GO
 DL1593'SOUTH ON AN APRON AND SOUTHWEST ON A TAXIWAY FOR 0.65 KM (0.40 MI) TO
 DL1593'RUNWAY 34 AND THE STATION ON THE RIGHT.
 DL1593'THE STATION IS A PUNCH HOLE ON THE TOP OF A 5/8 INCH STAINLESS STEEL
 DL1593'ROD ENCASED IN 5-INCH PVC PIPE WITH LOGO CAP, SET 59.3 M (194.6 FT)
 DL1593'EAST-NORTHEAST OF THE CENTERLINE OF RUNWAY 34, 41.9 M (137.5 FT)
 DL1593'NORTHEAST OF A TAXIWAY LIGHT, AND 27.4 M (89.9 FT) WEST-NORTHWEST OF
 DL1593'THE CENTERLINE OF A TAXIWAY.
 DL1593'AIRPORT MANAGER IS ONLY AT AIPORT ON WEEKENDS.  ASST. MANAGER ON
 DL1593'WEEKDAYS.
 DL1593'LOCKED GATE AT AIRPORT.
 DL1593'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1014 ***********************************************************************
 GE1014  DESIGNATION -  HOPEWELL
 GE1014  PID         -  GE1014
 GE1014  STATE/COUNTY-  AR/GREENE
 GE1014  USGS QUAD   -  BOYDSVILLE (1984)
 GE1014
 GE1014                         *CURRENT SURVEY CONTROL
 GE1014  ___________________________________________________________________
 GE1014* NAD 83(1997)-  36 15 17.44195(N)    090 24 38.39320(W)     ADJUSTED  
 GE1014* NAVD 88     -       168.0    (meters)     551.     (feet)  GPS OBS   
 GE1014  ___________________________________________________________________
 GE1014  X           -     -36,908.044 (meters)                     COMP
 GE1014  Y           -  -5,149,306.873 (meters)                     COMP
 GE1014  Z           -   3,751,114.514 (meters)                     COMP
 GE1014  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GE1014  ELLIP HEIGHT-         139.57  (meters)          (09/24/01) GPS OBS
 GE1014  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE1014
 GE1014  HORZ ORDER  -  FIRST
 GE1014  ELLP ORDER  -  FOURTH    CLASS II
 GE1014
 GE1014.The horizontal coordinates were established by classical geodetic methods
 GE1014.and adjusted by the National Geodetic Survey in February 2000..
 GE1014
 GE1014.The orthometric height was determined by GPS observations and a
 GE1014.high-resolution geoid model.
 GE1014
 GE1014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1014
 GE1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1014
 GE1014.The ellipsoidal height was determined by GPS observations
 GE1014.and is referenced to NAD 83.
 GE1014
 GE1014.The geoid height was determined by GEOID03.
 GE1014
 GE1014;                    North         East     Units Scale Factor Converg.
 GE1014;SPC AR N     -   214,335.792   542,832.268   MT  1.00000432   +0 55 29.4
 GE1014;SPC AR N     -   703,200.01  1,780,942.20   sFT  1.00000432   +0 55 29.4
 GE1014;UTM  15      - 4,015,325.083   732,641.480   MT  1.00026690   +1 31 55.1
 GE1014
 GE1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1014!SPC AR N     -   0.99997810  x   1.00000432  =   0.99998242
 GE1014!UTM  15      -   0.99997810  x   1.00026690  =   1.00024499
 GE1014
 GE1014|---------------------------------------------------------------------|
 GE1014| PID    Reference Object                     Distance      Geod. Az  |
 GE1014|                                                           dddmmss.s |
 GE1014| GE1291 HOPEWELL RM 2                        25.558 METERS 07500     |
 GE1014| GE1293 HOPEWELL AZ MK                                     0753513.4 |
 GE1014| GE1012 RECTOR MUNICIPAL TANK               APPROX.10.3 KM 0822501.4 |
 GE1014| GE1009 MARMADUKE MUNICIPAL TANK            APPROX. 7.2 KM 1621944.1 |
 GE1014| GE1292 HOPEWELL RM 3                        19.925 METERS 34754     |
 GE1014| CI3860 HOPEWELL RM 1                        19.934 METERS 34754     |
 GE1014|---------------------------------------------------------------------|
 GE1014
 GE1014                          SUPERSEDED SURVEY CONTROL
 GE1014
 GE1014  ELLIP H (02/17/00)  139.62   (m)                       GP(       ) 4 1
 GE1014  NAD 83(1997)-  36 15 17.44249(N)    090 24 38.39315(W) AD(       ) 1
 GE1014  ELLIP H (09/14/99)  139.59   (m)                       GP(       ) 4 1
 GE1014  NAD 83(1986)-  36 15 17.45142(N)    090 24 38.39424(W) AD(       ) 1
 GE1014  NAD 27      -  36 15 17.22220(N)    090 24 38.02320(W) AD(       ) 1
 GE1014  NGVD 29 (05/28/98)  168.0    (m)          551.     (f) GPS OBS        
 GE1014
 GE1014.Superseded values are not recommended for survey control.
 GE1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1014.See file dsdata.txt to determine how the superseded data were derived.
 GE1014
 GE1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3264115325(NAD 83)
 GE1014_MARKER: DS = TRIANGULATION STATION DISK
 GE1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1014_SP_SET: CONCRETE POST
 GE1014_STAMPING: HOPEWELL 1953
 GE1014_MARK LOGO: CGS   
 GE1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1014+STABILITY: SURFACE MOTION
 GE1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1014+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE1014
 GE1014  HISTORY     - Date     Condition        Report By
 GE1014  HISTORY     - 1953     MONUMENTED       CGS
 GE1014  HISTORY     - 1953     GOOD             CGS
 GE1014  HISTORY     - 1970     GOOD             NGS
 GE1014  HISTORY     - 19891006 GOOD             NGS
 GE1014  HISTORY     - 19900325 GOOD             NGS
 GE1014  HISTORY     - 19910312 GOOD             NGS
 GE1014  HISTORY     - 20020801 GOOD             USACE
 GE1014
 GE1014                          STATION DESCRIPTION
 GE1014
 GE1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1014'THE STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF RECTOR
 GE1014'ON LAND OWNED BY MR. DON HAILEY OF RECTOR AND THE LAND IS
 GE1014'OCCUPIED BY MR. E. BAKER.  THE STATION IS 94 FEET SOUTHWEST OF
 GE1014'THE CENTER OF A DRIVEWAY, 48 FEET NORTH NORTHWEST OF THE CENTER
 GE1014'OF A TRACK ROAD AND 5 FEET NORTHEAST OF A WITNESS POST.
 GE1014'IT PROJECTS 2 INCHES AND IS STAMPED HOPEWELL 1953.
 GE1014'
 GE1014'REFERENCE MARK NO. 1 IS 113 FEET NORTH NORTHWEST OF THE CENTER
 GE1014'OF A TRACK ROAD AND 82 FEET SOUTHWEST OF THE CENTER OF A
 GE1014'DRIVEWAY.  IT PROJECTS 3 INCHES AND IS STAMPED HOPEWELL NO 1 1953.
 GE1014'
 GE1014'REFERENCE MARK NO. 2 IS IN THE CENTER OF A TRIANGLE FORMED BY
 GE1014'THE TRACK ROAD AND THE DRIVEWAY AND IT IS 70 FEET NORTHEAST
 GE1014'OF MR. BAKERS MAIL BOX.  IT PROJECTS 5 INCHES AND IS STAMPED
 GE1014'HOPEWELL NO 2 1953.
 GE1014'
 GE1014'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF THE TRACK
 GE1014'ROAD, 2.5 FEET SOUTHEAST OF A FENCE CORNER AND 2 FEET NORTH OF
 GE1014'A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED HOPEWELL
 GE1014'1953.
 GE1014'
 GE1014'TO REACH THE STATION FROM THE RECTOR RAILROAD DEPOT GO WEST
 GE1014'ON PAVED STREET FOR 0.3 MILE TO A SCHOOL ON THE RIGHT, CONTINUE
 GE1014'WEST ON GRAVELED ROAD 2.0 MILES TO A T-ROAD JUNCTION, TURN LEFT
 GE1014'AND GO SOUTH AND WEST ON MAIN TRAVELED ROAD FOR 4.3 MILES TO
 GE1014'THE ROCK HILL GROCERY ON THE LEFT, CONTINUE WESTERLY FOR 0.3
 GE1014'MILE TO A CROSSROAD, TURN LEFT AND GO SOUTHERLY ON TRACK
 GE1014'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT, JUST BEFORE
 GE1014'REACHING A CURVE IN THE ROAD, CONTINUE ON TRACK ROAD FOR 0.3
 GE1014'MILE TO THE STATION AND REFERENCE MARKS ON THE RIGHT AS
 GE1014'DESCRIBED.
 GE1014'
 GE1014'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GE1014
 GE1014                          STATION RECOVERY (1953)
 GE1014
 GE1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GE1014'RECOVERED IN GOOD CONDITION.
 GE1014
 GE1014                          STATION RECOVERY (1970)
 GE1014
 GE1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1014'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 GE1014'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE
 GE1014'TOP SHEARED OFF AND THE DISK GONE.  A NEW DISK, REFERENCE MARK
 GE1014'3 WAS SET IN THE MONUMENT.  THE DISTANCE AND DIRECTION TO
 GE1014'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 GE1014'
 GE1014'THE STATION IS 48 FEET NORTHWEST OF THE CENTERLINE OF GRAVELED
 GE1014'ROAD, 76 FEET EAST OF A 14 INCH OAK TREE, 87 FEET WEST OF A
 GE1014'POWER POLE, 35 FEET NORTHWEST OF A FENCE, 122 FEET SOUTHWEST
 GE1014'OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT NORTH OF A METAL
 GE1014'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GE1014'HOPEWELL 1953.
 GE1014'
 GE1014'TO REACH THE STATION FROM THE RECTOR RAILROAD DEPOT, GO WEST
 GE1014'ON 5TH STREET FOR 0.3 MILE TO SCHOOL ON THE RIGHT.  CONTINUE
 GE1014'WEST ON THE STREET FOR 2.0 MILES TO A T-ROAD INTERSECTION.
 GE1014'TURN LEFT AND GO SOUTH AND WEST ON GRAVELED ROAD FOR 4.6 MILES
 GE1014'TO A GRAVELED CROSSROAD AT THE TOP OF GRADE.  TURN LEFT AND GO
 GE1014'SOUTH ON GRAVELED ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON
 GE1014'THE LEFT AT POINT WHERE ROAD CURVES TO THE WEST.  GO WEST ON
 GE1014'THE GRAVELED ROAD FOR 0.3 MILES TO TOP OF GRADE AND THE STATION
 GE1014'ON THE RIGHT.
 GE1014'
 GE1014'REFERENCE MARK 2 IS 44 FEET NORTH OF THE POWER POLE, 4 FEET
 GE1014'NORTHWEST OF THE FENCE AND 42 FEET SOUTHWEST OF THE CENTERLINE
 GE1014'OF THE TRACK ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE
 GE1014'DISK IS STAMPED HOPEWELL NO 2 1953.
 GE1014'
 GE1014'REFERENCE MARK 3 IS 93 FEET NORTHEAST OF THE OAK TREE, 98 FEET
 GE1014'SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD AND 88 FEET
 GE1014'NORTHWEST OF THE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND
 GE1014'THE DISK IS STAMPED HOPEWELL 1953 NO 3 1970.
 GE1014'
 GE1014'THE AZIMUTH MARK IS 106 FEET NORTHEAST OF A 10 INCH CEDAR TREE,
 GE1014'55 FEET EAST OF A FENCE CORNER AND GATE POST, 25 FEET EAST OF
 GE1014'THE CENTERLINE OF THE ROAD, 42 FEET NORTH OF THE CENTERLINE
 GE1014'OF A TRACK ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 GE1014'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED HOPEWELL
 GE1014'1953.
 GE1014'
 GE1014'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE1014'
 GE1014'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 GE1014'WEST OF RECTOR
 GE1014
 GE1014                          STATION RECOVERY (1989)
 GE1014
 GE1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GE1014'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 GE1014'SEARCHED FOR.  STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) WEST OF
 GE1014'RECTOR, 8.8 KM (5.45 MI) SOUTHWEST OF BOYDSVILLE AND 8.0 KM (4.95 MI)
 GE1014'NORTH-NORTHWEST OF MARADUKE.  OWNERSHIP--WILBUR GARNER. HE LIVES IN
 GE1014'THE FIRST HOUSE WEST OF THE STATION.
 GE1014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90 (SOUTH MAIN
 GE1014'STREET) AND WEST 5TH STREET IN RECTOR, GO WEST ON WEST 5TH STREET AND
 GE1014'KNOB ROAD FOR 3.61 KM (2.25 MI) TO A CROSSROAD.  TURN LEFT AND GO
 GE1014'SOUTH AND WEST ON A PAVED ROAD FOR 2.40 KM (1.50 MI) TO THE END OF
 GE1014'PAVEMENT.  CONTINUE WEST ON A GRAVEL ROAD FOR 3.19 KM (2.00 MI) TO A
 GE1014'GRAVELED ROAD ON THE LEFT AND THE PURCELL CEMETERY ON THE RIGHT.
 GE1014'CONTINUE WEST ON THE GRAVELED ROAD FOR 1.85 KM (1.15 MI) TO A Y-FORK.
 GE1014'BEAR LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 1.47 KM (0.90 MI) TO
 GE1014'A STANDPIPE WATERTANK AND THE STATION ON THE RIGHT JUST WEST OF THE
 GE1014'WATERTANK.
 GE1014'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---HOPEWELL 1953---
 GE1014'SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT PROJECTS 7-CM
 GE1014'ABOVE THE GROUND.  IT IS 14.2 M (46.6 FT) NORTHWEST OF THE CENTER OF A
 GE1014'GRAVELED ROAD, 13.3 M (43.6 FT) SOUTH OF THE WEST CORNER OF A
 GE1014'CHAINLINK FENCE AROUND A WATERTANK, 10.6 M (34.8 FT) WEST-NORTHWEST OF
 GE1014'A FENCE CORNER, 7.3 M (24.0 FT) WEST OF A FENCE AND CARSONITE WITNESS
 GE1014'POST, AND 6.2 M (20.3 FT) SOUTHWEST OF THE EAST CORNER OF A CHAINLINK
 GE1014'FENCE AROUND A WATERTANK.
 GE1014'DESCRIBED BY E.J. HANSMANN.
 GE1014
 GE1014                          STATION RECOVERY (1990)
 GE1014
 GE1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE1014'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 GE1014'SEARCHED FOR.  STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) WEST OF
 GE1014'RECTOR, 8.8 KM (5.5 MI) SOUTHWEST OF BOYDSVILLE, AND 8.0 KM (5.0 MI)
 GE1014'NORTH-NORTHWEST OF MARADUKE.  OWNERSHIP--WILBUR GARNER, ROUTE 2 BOX
 GE1014'116, RECTOR ARKANSAS 72461.  TELEPHONE 501-566-8809.
 GE1014'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 GE1014'HIGHWAY 90 WEST (SOUTH MAIN STREET) IN RECTOR.  GO WESTERLY ALONG
 GE1014'STATE HIGHWAY 90 FOR 0.39 KM (0.24 MI) TO A CROSS STREET (5TH STREET)
 GE1014'.  TURN LEFT AND GO WEST ON WEST 5TH STREET AND KNOB ROAD FOR 3.61 KM
 GE1014'(2.24 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH AND WEST ON A PAVED
 GE1014'ROAD FOR 2.40 KM (1.49 MI) TO THE END OF PAVEMENT. CONTINUE WEST ON A
 GE1014'GRAVELED ROAD FOR 3.19 KM (1.98 MI) TO A GRAVELED ROAD ON THE LEFT
 GE1014'AND THE PURCELL CEMETERY ON THE RIGHT. CONTINUE WEST ON THE GRAVELED
 GE1014'ROAD FOR 1.85 KM (1.15 MI) TO A Y-FORK.  BEAR LEFT AND GO SOUTHERLY
 GE1014'ON A GRAVELED ROAD FOR 1.47 KM (0.91 MI) TO A STANDPIPE WATERTANK AND
 GE1014'THE STATION ON THE RIGHT, JUST WEST OF THE WATERTANK.
 GE1014'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---HOPEWELL
 GE1014'1953---.  SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT
 GE1014'PROJECTS 7-CM ABOVE THE GROUND. IT IS 14.2 M (46.6 FT) NORTHWEST OF
 GE1014'THE CENTER A GRAVELED ROAD, 13.3 M (43.6 FT) SOUTH OF THE WEST CORNER
 GE1014'OF A CHAINLINK FENCE AROUND A WATERTANK, 10.6 M (34.8 FT)
 GE1014'WEST-NORTHWEST OF A FENCE CORNER, 7.3 M (24.0 FT) WEST OF A FENCE AND
 GE1014'CARSONITE WITNESS POST, AND 6.2 M (20.3 FT) SOUTHWEST OF THE EAST
 GE1014'CORNER OF A CHAINLINK FENCE AROUND A WATER TANK.
 GE1014'DESCRIBED BY R.D.BALL
 GE1014
 GE1014                          STATION RECOVERY (1991)
 GE1014
 GE1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GE1014'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) WEST OF RECTOR, 8.8 KM
 GE1014'(5.45 MI) SOUTHWEST OF BOYDSVILLE AND 8.0 KM (4.95 MI)
 GE1014'NORTH-NORTHWEST OF MARADUKE.  OWNERSHIP--WILBUR GARNER, RT 2, RECTOR,
 GE1014'AR 72461, PHONE IS 501-566-8809.  HE LIVES IN THE FIRST HOUSE WEST
 GE1014'FROM THE STATION.
 GE1014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90 (SOUTH MAIN
 GE1014'STREET) AND WEST 5TH STREET IN RECTOR, GO WEST ON WEST 5TH STREET AND
 GE1014'KNOB ROAD FOR 3.61 KM (2.25 MI) TO A T-JUNCTION.  TURN LEFT AND GO
 GE1014'SOUTH AND WEST ON A PAVED ROAD FOR 2.4 KM (1.50 MI) TO THE END OF THE
 GE1014'PAVEMENT.  CONTINUE WEST ON A GRAVELED ROAD FOR 3.19 KM (2.00 MI) TO
 GE1014'A GRAVELED ROAD ROAD ON THE LEFT AND THE PURCELL CEMETERY ON THE
 GE1014'RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 1.85 KM (1.15 MI) TO A
 GE1014'Y-FORK. BEAR LEFT ON THE LEFT FORK AND GO SOUTHERLY AND WESTERLY ON A
 GE1014'GRAVELED ROAD FOR 1.47 KM (0.90 MI) TO A STANDPIPE WATER TANK AND THE
 GE1014'STATION ON THE RIGHT JUST WEST OF THE WATER TANK.
 GE1014'THE STATION IS LOCATED 25.6 M (84.0 FT) WEST FROM HOPEWELL RM 2, 14.2
 GE1014'M (46.6 FT) NORTHWEST FROM THE CENTER OF A GRAVELED ROAD, 13.3 M
 GE1014'(43.6 FT) SOUTH FROM THE WEST CORNER OF A CHAINLINK FENCE AROUND A
 GE1014'WATER TANK, 10.6 M (34.8 FT) WEST-NORTHWEST FROM A FENCE CORNER, 7.3
 GE1014'M (24.0 FT) WEST FROM A FENCE AND WITNESS POST AND 6.2 M (20.3 FT)
 GE1014'SOUTHWEST FROM THE EAST CORNER OF A CHAINLINK FENCE AROUND A WATER
 GE1014'TANK. THE STATION PROJECTS 7-CM ABOVE THE GROUND.
 GE1014'DESCRIBED BY E.J. HANSMANN.
 GE1014
 GE1014                          STATION RECOVERY (2002)
 GE1014
 GE1014'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1188 ***********************************************************************
 DM1188  DESIGNATION -  HORATIO MUNICIPAL TANK
 DM1188  PID         -  DM1188
 DM1188  STATE/COUNTY-  AR/LITTLE RIVER
 DM1188  USGS QUAD   -  HORATIO (1975)
 DM1188
 DM1188                         *CURRENT SURVEY CONTROL
 DM1188  ___________________________________________________________________
 DM1188* NAD 83(1997)-  33 56 20.69135(N)    094 21 28.51753(W)     ADJUSTED  
 DM1188* NAVD 88     -                                                        
 DM1188  ___________________________________________________________________
 DM1188  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DM1188  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DM1188
 DM1188  HORZ ORDER  -  THIRD
 DM1188
 DM1188.The horizontal coordinates were established by classical geodetic methods
 DM1188.and adjusted by the National Geodetic Survey in September 1999..
 DM1188
 DM1188
 DM1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1188
 DM1188.The geoid height was determined by GEOID03.
 DM1188
 DM1188;                    North         East     Units Scale Factor Converg.
 DM1188;SPC AR S     -   543,636.293   182,045.289   MT  0.99991985   -1 19 10.9
 DM1188;SPC AR S     - 1,783,580.07    597,260.25   sFT  0.99991985   -1 19 10.9
 DM1188;SPC OK S     -    73,265.970   936,639.210   MT  0.99999888   +2 04 02.3
 DM1188;SPC OK S     -   240,373.44  3,072,957.14   sFT  0.99999888   +2 04 02.3
 DM1188;UTM  15      - 3,756,231.799   374,504.981   MT  0.99979414   -0 45 29.7
 DM1188
 DM1188                          SUPERSEDED SURVEY CONTROL
 DM1188
 DM1188  NAD 83(1997)-  33 56 20.69361(N)    094 21 28.51567(W) AD(       ) 4
 DM1188  NAD 83(1997)-  33 56 20.69359(N)    094 21 28.51566(W) AD(       ) 4
 DM1188  NAD 83(1986)-  33 56 20.69756(N)    094 21 28.51238(W) AD(       ) 4
 DM1188  NAD 27      -  33 56 20.29000(N)    094 21 27.77000(W) AD(       ) 3
 DM1188
 DM1188.Superseded values are not recommended for survey control.
 DM1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1188.See file dsdata.txt to determine how the superseded data were derived.
 DM1188
 DM1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7450556232(NAD 83)
 DM1188_MARKER: 51 = TANK
 DM1188
 DM1188  HISTORY     - Date     Condition        Report By
 DM1188  HISTORY     - 1930     FIRST OBSERVED   CGS
 DM1188
 DM1188                          STATION DESCRIPTION
 DM1188
 DM1188'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2939 ***********************************************************************
 EH2939  DESIGNATION -  HORN
 EH2939  PID         -  EH2939
 EH2939  STATE/COUNTY-  AR/PRAIRIE
 EH2939  USGS QUAD   -  DES ARC EAST (1968)
 EH2939
 EH2939                         *CURRENT SURVEY CONTROL
 EH2939  ___________________________________________________________________
 EH2939* NAD 83(1997)-  34 57 25.66458(N)    091 26 16.97094(W)     ADJUSTED  
 EH2939* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 EH2939  ___________________________________________________________________
 EH2939  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 EH2939  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH2939
 EH2939  HORZ ORDER  -  THIRD
 EH2939
 EH2939.The horizontal coordinates were established by classical geodetic methods
 EH2939.and adjusted by the National Geodetic Survey in September 1999..
 EH2939
 EH2939.The orthometric height was scaled from a topographic map.
 EH2939
 EH2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2939
 EH2939.The geoid height was determined by GEOID03.
 EH2939
 EH2939;                    North         East     Units Scale Factor Converg.
 EH2939;SPC AR S     -   654,194.781   451,328.566   MT  1.00004803   +0 18 52.3
 EH2939;SPC AR S     - 2,146,304.04  1,480,733.80   sFT  1.00004803   +0 18 52.3
 EH2939;SPC AR N     -    69,351.798   451,325.844   MT  0.99999541   +0 19 37.2
 EH2939;SPC AR N     -   227,531.69  1,480,724.87   sFT  0.99999541   +0 19 37.2
 EH2939;UTM  15      - 3,869,402.789   642,611.169   MT  0.99985066   +0 53 42.3
 EH2939
 EH2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2939!SPC AR S     -   0.99999498  x   1.00004803  =   1.00004301
 EH2939!SPC AR N     -   0.99999498  x   0.99999541  =   0.99999039
 EH2939!UTM  15      -   0.99999498  x   0.99985066  =   0.99984564
 EH2939
 EH2939|---------------------------------------------------------------------|
 EH2939| PID    Reference Object                     Distance      Geod. Az  |
 EH2939|                                                           dddmmss.s |
 EH2939| CY6238 HORN RM 1                            28.578 METERS 04435     |
 EH2939| EH2938 K 13 15                              17.401 METERS 30249     |
 EH2939| CY6237 HORN AZ MK                                         3592256.8 |
 EH2939|---------------------------------------------------------------------|
 EH2939
 EH2939                          SUPERSEDED SURVEY CONTROL
 EH2939
 EH2939  NAD 83(1986)-  34 57 25.67154(N)    091 26 16.96897(W) AD(       ) 3
 EH2939  NAD 27      -  34 57 25.33799(N)    091 26 16.49217(W) AD(       ) 3
 EH2939
 EH2939.Superseded values are not recommended for survey control.
 EH2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2939.See file dsdata.txt to determine how the superseded data were derived.
 EH2939
 EH2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4261169403(NAD 83)
 EH2939_MARKER: DS = TRIANGULATION STATION DISK
 EH2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2939_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2939
 EH2939  HISTORY     - Date     Condition        Report By
 EH2939  HISTORY     - 1954     MONUMENTED       CGS
 EH2939
 EH2939                          STATION DESCRIPTION
 EH2939
 EH2939'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH2939'THE STATION IS ABOUT 4 MILES WEST OF THE PRAIRIE-WOODRUFF COUNTY
 EH2939'LINE, 3-1/2 MILES SOUTHEAST OF DES ARC, 0.2 MILE NORTHEAST
 EH2939'OF HORN LAKE, IN SEC. 21, T 4 N, R 4 W, AND ON LAND OWNED
 EH2939'BY J.H. MC DANIEL.  IT IS 121 FEET SOUTHEAST OF A TRANSFORMER
 EH2939'POLE, 100 YARDS WEST OF THE FARMHOUSE AND 60 FEET WEST OF A
 EH2939'TWIN WALNUT TREE.
 EH2939'
 EH2939'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DES ARC, GO
 EH2939'EASTERLY ON STATE HIGHWAY 38 FOR 2.8 MILES TO STATE HIGHWAY
 EH2939'33, TURN RIGHT AND FOLLOW STATE HIGHWAY 33 EAST AND SOUTH
 EH2939'FOR 2.55 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH
 EH2939'FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 EH2939'
 EH2939'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 EH2939'HORN 1954.
 EH2939'
 EH2939'REFERENCE MARK 1 IS 2 FEET WEST OF A FENCE.  THE MARK PROJECTS 6
 EH2939'INCHES AND THE DISK IS STAMPED HORN NO 1 1954.
 EH2939'
 EH2939'K-13-15 USED IS 64.4 FEET SOUTHEAST OF THE TRANSFORMER POLE.
 EH2939'THE MARK IS A BRONZE DISK SET IN THE TOP OF A 6 X 6 INCH
 EH2939'CONCRETE POST THAT PROJECTS 1 INCH, AND THE DISK IS STAMPED
 EH2939'K-13-15.
 EH2939'
 EH2939'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF THE ROAD, 17
 EH2939'FEET SOUTH OF THE CENTER OF AN ENTRANCE DRIVE, 6 FEET
 EH2939'SOUTHWEST OF A FENCE CORNER AND 3 FEET SOUTHWEST OF A 4 X 4
 EH2939'INCH WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 EH2939'DISK IS STAMPED HORN 1954.
 EH2939'
 EH2939'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1795 ***********************************************************************
 FG1795  DESIGNATION -  HORN
 FG1795  PID         -  FG1795
 FG1795  STATE/COUNTY-  AR/SEARCY
 FG1795  USGS QUAD   -  EULA (1980)
 FG1795
 FG1795                         *CURRENT SURVEY CONTROL
 FG1795  ___________________________________________________________________
 FG1795* NAD 83(1997)-  35 54 10.15895(N)    092 56 33.43820(W)     ADJUSTED  
 FG1795* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 FG1795  ___________________________________________________________________
 FG1795  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FG1795  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG1795
 FG1795  HORZ ORDER  -  FIRST
 FG1795
 FG1795.The horizontal coordinates were established by classical geodetic methods
 FG1795.and adjusted by the National Geodetic Survey in September 1999..
 FG1795
 FG1795.The orthometric height was scaled from a topographic map.
 FG1795
 FG1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1795
 FG1795.The geoid height was determined by GEOID03.
 FG1795
 FG1795;                    North         East     Units Scale Factor Converg.
 FG1795;SPC AR N     -   174,530.654   314,911.041   MT  0.99995135   -0 32 54.6
 FG1795;SPC AR N     -   572,605.99  1,033,170.64   sFT  0.99995135   -0 32 54.6
 FG1795;UTM  15      - 3,973,171.593   505,177.705   MT  0.99960033   +0 02 01.1
 FG1795
 FG1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1795!SPC AR N     -   0.99989893  x   0.99995135  =   0.99985029
 FG1795!UTM  15      -   0.99989893  x   0.99960033  =   0.99949930
 FG1795
 FG1795|---------------------------------------------------------------------|
 FG1795| PID    Reference Object                     Distance      Geod. Az  |
 FG1795|                                                           dddmmss.s |
 FG1795| CI1673 HORN RM 2                            23.628 METERS 00122     |
 FG1795| CI1672 HORN RM 1                            20.869 METERS 08719     |
 FG1795| FG1794 ROUND HILL LOOKOUT TOWER            APPROX. 6.8 KM 1774736.4 |
 FG1795| FG1796 MOUNT JUDEA                         APPROX. 9.6 KM 2540404.3 |
 FG1795| GF0809 BOAT RM 3                           APPROX.24.5 KM 3405334.9 |
 FG1795|---------------------------------------------------------------------|
 FG1795
 FG1795                          SUPERSEDED SURVEY CONTROL
 FG1795
 FG1795  NAD 83(1986)-  35 54 10.17021(N)    092 56 33.43989(W) AD(       ) 1
 FG1795  NAD 27      -  35 54 09.89000(N)    092 56 32.83400(W) AD(       ) 1
 FG1795
 FG1795.Superseded values are not recommended for survey control.
 FG1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1795.See file dsdata.txt to determine how the superseded data were derived.
 FG1795
 FG1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0517873172(NAD 83)
 FG1795_MARKER: DS = TRIANGULATION STATION DISK
 FG1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1795
 FG1795  HISTORY     - Date     Condition        Report By
 FG1795  HISTORY     - 1953     MONUMENTED       CGS
 FG1795
 FG1795                          STATION DESCRIPTION
 FG1795
 FG1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1795'THE STATION IS ABOUT 9-1/4 MILES NORTH AND 4-1/2 MILES WEST
 FG1795'OF WITT SPRINGS, 6-1/2 MILES EAST AND 1-1/4 MILES SOUTH
 FG1795'OF MOUNT JUDEA, ON THE SUMMIT OF A TIMBERED HILL KNOWN AS
 FG1795'HORN MOUNTAIN.  IT IS 22 FEET SOUTH OF A BLAZED 10 INCH
 FG1795'OAK TREE AND 4 FEET NORTHEAST OF A 4 X 4 INCH WHITE WITNESS
 FG1795'POST.
 FG1795'
 FG1795'TO REACH THE STATION FROM THE POST OFFICE IN WITT SPRINGS,
 FG1795'GO SOUTH AND SOUTHWEST ON STATE HIGHWAY 27 FOR 11.4 MILES
 FG1795'TO THE JUNCTION OF STATE HIGHWAY 16, TURN SHARP RIGHT AND
 FG1795'GO NORTHERLY ON HIGHWAY 16 FOR 6.1 MILES TO A POINT WHERE
 FG1795'THE HIGHWAY TURNS LEFT, AT REESE GROCERY, JUST NORTH OF
 FG1795'THE POST OFFICE IN BEN HUR, LEAVE HIGHWAY 16 AND CONTINUE
 FG1795'NORTHERLY TOWARD BASS FOR 6.9 MILES TO A Y-JUNCTION, BEAR
 FG1795'RIGHT AND CONTINUE NORTHERLY 8.0 MILES TO A Y-JUNCTION,
 FG1795'BEAR RIGHT AND CONTINUE NORTHERLY TOWARDS ICELEDO, FOR 1.65
 FG1795'MILES TO A Y-JUNCTION AT THE BASE OF A HILL, BEAR LEFT AND
 FG1795'CONTINUE NORTHERLY 1.6 MILES TO THE ICELEDO SCHOOL ON THE
 FG1795'RIGHT, CONTINUE NORTHERLY 0.15 MILES TO A TRACK ROAD ON
 FG1795'THE LEFT AT THE END OF A LANE, TURN LEFT AND FOLLOW THE
 FG1795'TRACK ROAD FOR 0.2 MILE TO A Y-JUNCTION, BEAR LEFT AND
 FG1795'CONTINUE ON THE TRACK ROAD FOR 1.85 MILES TO AN
 FG1795'ABANDONED CABIN ON THE LEFT, CONTINUE ON THE TRACK ROAD
 FG1795'FOR 0.75 MILE TO A Y-JUNCTION, BEAR LEFT AND CONTINUE
 FG1795'FOR 0.65 MILE TO A Y-JUNCTION, BEAR RIGHT AND GO 0.45 MILE TO A
 FG1795'20 INCH BLAZED OAK TREE ON THE LEFT, TURN LEFT AND GO
 FG1795'ABOUT 150 YARDS TO THE STATION.  A 4-WHEEL DRIVE TRUCK SHOULD
 FG1795'BE USED.
 FG1795'
 FG1795'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1795'HORN 1953.
 FG1795'
 FG1795'REFERENCE MARK 1 IS 72 FEET WEST OF THE WITNESS POST AND
 FG1795'5 FEET SOUTH OF A TRACK ROAD.  THE MARK PROJECTS 8 INCHES
 FG1795'AND THE DISK IS STAMPED HORN NO 1 1953.
 FG1795'
 FG1795'REFERENCE MARK 2 IS 32 FEET NORTH OF THE WITNESS POST.  THE
 FG1795'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HORN NO 2 1953.
 FG1795'
 FG1795'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1795'
 FG1795'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1884 ***********************************************************************
 FG1884  DESIGNATION -  HORN
 FG1884  PID         -  FG1884
 FG1884  STATE/COUNTY-  AR/YELL
 FG1884  USGS QUAD   -  HAVANA (1966)
 FG1884
 FG1884                         *CURRENT SURVEY CONTROL
 FG1884  ___________________________________________________________________
 FG1884* NAD 83(1997)-  35 03 34.69643(N)    093 32 32.26747(W)     ADJUSTED  
 FG1884* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 FG1884  ___________________________________________________________________
 FG1884  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 FG1884  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FG1884
 FG1884  HORZ ORDER  -  FIRST
 FG1884
 FG1884.The horizontal coordinates were established by classical geodetic methods
 FG1884.and adjusted by the National Geodetic Survey in September 1999..
 FG1884
 FG1884.The orthometric height was scaled from a topographic map.
 FG1884
 FG1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1884
 FG1884.The geoid height was determined by GEOID03.
 FG1884
 FG1884;                    North         East     Units Scale Factor Converg.
 FG1884;SPC AR N     -    81,679.405   259,317.711   MT  0.99997757   -0 53 50.9
 FG1884;SPC AR N     -   267,976.51    850,778.19   sFT  0.99997757   -0 53 50.9
 FG1884;UTM  15      - 3,879,791.142   450,550.223   MT  0.99963014   -0 18 41.5
 FG1884
 FG1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1884!SPC AR N     -   0.99994486  x   0.99997757  =   0.99992243
 FG1884!UTM  15      -   0.99994486  x   0.99963014  =   0.99957502
 FG1884
 FG1884|---------------------------------------------------------------------|
 FG1884| PID    Reference Object                     Distance      Geod. Az  |
 FG1884|                                                           dddmmss.s |
 FG1884| CI1671 HORN RM 2                             6.610 METERS 06640     |
 FG1884| CI1670 HORN RM 1                             6.535 METERS 34144     |
 FG1884| CI1669 HORN AZ MK                                         3550810.1 |
 FG1884|---------------------------------------------------------------------|
 FG1884
 FG1884                          SUPERSEDED SURVEY CONTROL
 FG1884
 FG1884  NAD 83(1997)-  35 03 34.70714(N)    093 32 32.26360(W) AD(       ) 1
 FG1884  NAD 83(1986)-  35 03 34.70695(N)    093 32 32.26154(W) AD(       ) 1
 FG1884  NAD 27      -  35 03 34.37700(N)    093 32 31.57400(W) AD(       ) 1
 FG1884
 FG1884.Superseded values are not recommended for survey control.
 FG1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1884.See file dsdata.txt to determine how the superseded data were derived.
 FG1884
 FG1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5055079791(NAD 83)
 FG1884_MARKER: DD = SURVEY DISK
 FG1884_SETTING: 0 = UNSPECIFIED SETTING
 FG1884
 FG1884  HISTORY     - Date     Condition        Report By
 FG1884  HISTORY     - 1940     MONUMENTED       CGS
 FG1884
 FG1884                          STATION DESCRIPTION
 FG1884
 FG1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1884'STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED HILL KNOWN
 FG1884'LOCALLY AS HORN MOUNTAIN, ABOUT 8.5 MILES W OF DANVILLE AND 3.5
 FG1884'MILES S OF HAVANA.
 FG1884'
 FG1884'SURFACE MARK IS A STANDARD DISK WELDED TO THE TOP OF A
 FG1884'CONCRETE-FILLED, 2-INCH IRON PIPE WHICH IS EMBEDDED IN THE
 FG1884'GROUND.  MARK IS STAMPED HORN 1940, PROJECTS 10 INCHES AND IS 11
 FG1884'FEET N OF A 10-INCH OAK TREE, 18 FEET E OF A BLAZED 24-INCH
 FG1884'OAK TREE AND 26 FEET W OF A 20-INCH TWIN OAK TREE.  UNDERGROUND
 FG1884'MARK IS A BLOCK OF CONCRETE 3 FEET BELOW THE GROUND CONTAINING
 FG1884'AT THE CENTER OF ITS UPPER SURFACE A STANDARD DISK.
 FG1884'
 FG1884'REFERENCE MARK NO.1 IS A STANDARD DISK SET FLUSH IN A BOULDER
 FG1884'ABOUT 5 FEET LOWER THAN THE STATION AND STAMPED HORN NO.1 1940.
 FG1884'IT IS 18 FEET NE OF A BLAZED 24-INCH OAK TREE.
 FG1884'
 FG1884'REFERENCE MARK NO.2 IS A STANDARD DISK SET FLUSH IN A BOULDER
 FG1884'ABOUT 5 FEET LOWER THAN THE STATION AND STAMPED HORN NO.2
 FG1884'1940.  IT IS 25 FEET N OF A 20-INCH TWIN OAK TREE.
 FG1884'
 FG1884'THE AZIMUTH MARK IS A STANDARD DISK SET AT THE CENTER OF A SQUARE
 FG1884'BLOCK OR POST OF CONCRETE, IS STAMPED HORN 1940 AND PROJECTS 4
 FG1884'INCHES.  IT IS LOCATED ON THE S SIDE OF STATE HIGHWAY 10 ABOUT
 FG1884'3 MILES N OF THE STATION.  IT IS 5.3 FEET W OF A WHITE REFERENCE
 FG1884'POST, 20 FEET E OF THE CENTER OF A DIRT ROAD, 36 FEET S OF THE
 FG1884'CENTER OF STATE HIGHWAY 10 AND 3 FEET E OF A SIGN POST.
 FG1884'
 FG1884'TO REACH STATION FROM THE RAILROAD DEPOT IN HAVANA, GO W ON STATE
 FG1884'HIGHWAY 10 FOR 1.1 MILES TO A DIRT ROAD LEFT, (S) AND AZIMUTH
 FG1884'MARK ON THE S SIDE OF STATE HIGHWAY 10, TURN LEFT AND FOLLOW MAIN
 FG1884'ROAD 2.5 MILES TO A SIDE ROAD TO THE LEFT, (E), TURN LEFT AND GO
 FG1884'0.4 MILE TO FARM BUILDINGS AND A SIDE ROAD TO THE LEFT, TURN
 FG1884'LEFT AND FOLLOW MAIN ROAD 1.7 MILES TO A FARM HOUSE ON THE LEFT
 FG1884'AND A BARN ON THE RIGHT, CONTINUE ABOUT 200 FEET TO A WIRE GATE
 FG1884'ON THE RIGHT, TURN RIGHT THROUGH WIRE GATE AND FOLLOW DIM
 FG1884'WOODS ROAD 0.25 MILE TO A WIRE GATE, TURN LEFT THROUGH GATE
 FG1884'AND FOLLOW TRACKS 200 FEET TO A TRIANGLE-BLAZED TREE ON
 FG1884'THE LEFT AND END OF TRUCK TRAVEL.  FROM THIS POINT A 45-MINUTE
 FG1884'PACK DUE S UPHILL TO HIGHEST POINT OF MOUNTAIN AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1881 ***********************************************************************
 FG1881  DESIGNATION -  HORSE
 FG1881  PID         -  FG1881
 FG1881  STATE/COUNTY-  AR/JOHNSON
 FG1881  USGS QUAD   -  COAL HILL (1993)
 FG1881
 FG1881                         *CURRENT SURVEY CONTROL
 FG1881  ___________________________________________________________________
 FG1881* NAD 83(1997)-  35 28 20.33429(N)    093 41 17.77221(W)     ADJUSTED  
 FG1881* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 FG1881  ___________________________________________________________________
 FG1881  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FG1881  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1881
 FG1881  HORZ ORDER  -  SECOND
 FG1881
 FG1881.The horizontal coordinates were established by classical geodetic methods
 FG1881.and adjusted by the National Geodetic Survey in September 1999..
 FG1881
 FG1881.The orthometric height was scaled from a topographic map.
 FG1881
 FG1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1881
 FG1881.The geoid height was determined by GEOID03.
 FG1881
 FG1881;                    North         East     Units Scale Factor Converg.
 FG1881;SPC AR N     -   127,673.633   246,788.778   MT  0.99993783   -0 58 56.7
 FG1881;SPC AR N     -   418,875.91    809,672.85   sFT  0.99993783   -0 58 56.7
 FG1881;UTM  15      - 3,925,640.710   437,556.749   MT  0.99964805   -0 23 57.9
 FG1881
 FG1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1881!SPC AR N     -   0.99996816  x   0.99993783  =   0.99990599
 FG1881!UTM  15      -   0.99996816  x   0.99964805  =   0.99961622
 FG1881
 FG1881|---------------------------------------------------------------------|
 FG1881| PID    Reference Object                     Distance      Geod. Az  |
 FG1881|                                                           dddmmss.s |
 FG1881| CI1675 HORSE RM 1                           17.205 METERS 13822     |
 FG1881| CI1674 HORSE AZ MK                                        1981632.7 |
 FG1881| CI1676 HORSE RM 2                           21.520 METERS 20750     |
 FG1881|---------------------------------------------------------------------|
 FG1881
 FG1881                          SUPERSEDED SURVEY CONTROL
 FG1881
 FG1881  NAD 83(1997)-  35 28 20.34505(N)    093 41 17.77088(W) AD(       ) 2
 FG1881  NAD 83(1986)-  35 28 20.34485(N)    093 41 17.76859(W) AD(       ) 2
 FG1881  NAD 27      -  35 28 20.03800(N)    093 41 17.07600(W) AD(       ) 2
 FG1881
 FG1881.Superseded values are not recommended for survey control.
 FG1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1881.See file dsdata.txt to determine how the superseded data were derived.
 FG1881
 FG1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3755725641(NAD 83)
 FG1881_MARKER: DS = TRIANGULATION STATION DISK
 FG1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1881
 FG1881  HISTORY     - Date     Condition        Report By
 FG1881  HISTORY     - 1940     MONUMENTED       CGS
 FG1881  HISTORY     - 1971     GOOD             NGS
 FG1881  HISTORY     - 1971     GOOD             NGS
 FG1881
 FG1881                          STATION DESCRIPTION
 FG1881
 FG1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1881'STATION IS LOCATED ABOUT 3 MILES NNW OF COAL HILL, AND 0.25
 FG1881'MILE N OF THE W FORK OF HORSEHEAD CREEK, ON THE SUMMIT OF A LOW,
 FG1881'FLAT-TOPPED HILL, ABOUT 0.3 MILE NNE OF THE FARM OF MR. CARLISLE.
 FG1881'MARK PROJECTS 4 INCHES AND IS STAMPED, HORSE 1940.  IT IS 13
 FG1881'FEET E OF A 12-INCH OAK TREE, 6 FEET SW OF A WHITE REFERENCE
 FG1881'POST AND 12 FEET W OF A TRIANGLE-BLAZED 14-INCH OAK TREE.
 FG1881'
 FG1881'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 FG1881'
 FG1881'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 FG1881'HOLE IN BEDROCK.
 FG1881'
 FG1881'REFERENCE MARK NO.1, A STANDARD DISK, IS STAMPED, HORSE NO.1
 FG1881'1940 AND IS SET IN A 6- BY 8-FOOT BOULDER WHICH PROJECTS 3
 FG1881'FEET.  IT IS 35 FEET W OF A 16-INCH OAK TREE AND ABOUT 6 FEET
 FG1881'LOWER THAN THE STATION.
 FG1881'
 FG1881'REFERENCE MARK NO.2, A STANDARD DISK IS STAMPED, HORSE NO. 2 1940,
 FG1881'AND IS SET IN A 2- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT
 FG1881'12 INCHES.  IT IS 20 FEET E OF A 14-INCH OAK TREE, 17 FEET
 FG1881'NW OF A 14-INCH OAK TREE AND ABOUT 3 FEET LOWER THAN THE STATION.
 FG1881'
 FG1881'THE AZIMUTH MARK IS SET ON THE W SIDE OF THE ROAD LEADING TO THE
 FG1881'STATION.  THE MARK IS STAMPED, HORSE 1940 AND PROJECTS 6 INCHES.
 FG1881'IT IS 4.6 FEET S OF A WHITE REFERENCE POST, 1 FOOT E OF A FENCE,
 FG1881'23 FEET W OF THE CENTER OF A DIRT ROAD, AND 17 FEET N OF THE
 FG1881'CENTER OF THE DRIVEWAY LEADING TO THE HOME OF MR. CARLISLE.
 FG1881'
 FG1881'TO REACH THE STATION FROM THE POST OFFICE IN COAL HILL, GO N
 FG1881'ON THE MAIN STREET 0.1 MILE TO STATE HIGHWAY 64, CROSS THE HIGHWAY
 FG1881'AND CONTINUE 0.15 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.7
 FG1881'MILE TO A NEW HOUSE ON A KNOLL, TURN LEFT, (W), AND GO 0.4 MILE,
 FG1881'TURN RIGHT, (N), AND GO 0.05 MILE, TURN LEFT, (W), AND GO 0.3
 FG1881'MILE, TURN RIGHT, (N), AND GO 1.2 MILES TO AZIMUTH MARK ON THE
 FG1881'LEFT, (W), SIDE OF THE ROAD, CONTINUE 0.1 MILE TO WHERE THE
 FG1881'ROAD TURNS LEFT, GO STRAIGHT AHEAD ON OLD ROAD 0.05 MILE, TO
 FG1881'BEAR RIGHT UP HILL 0.1 MILE TO TOP OF HILL AND STATION.
 FG1881'
 FG1881'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1881
 FG1881                          STATION RECOVERY (1971)
 FG1881
 FG1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EAB)
 FG1881'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK RECOVERED
 FG1881'AND FOUND IN APPARENT GOOD CONDITION.
 FG1881'
 FG1881'THE 1940 DESCRIPTION BY A. N. S. IS ADEQUATE FOR RECOVERY OF THE
 FG1881'STATION.
 FG1881'
 FG1881'THE LAND IS NOW OWNED BY MR. RAY HULLEN RICE, PHONE 468-2811, ALTUS,
 FG1881'ARKANSAS.
 FG1881'
 FG1881'THE HILL IS COVERED WITH BRUSH AND TIMBER, BUT MR. RICE IS IN THE
 FG1881'PROCESS OF CLEARING THE LAND AND SEEDING GRASS.  HE IS AWARE THAT
 FG1881'THE MARKS ARE THERE AND WILL TRY TO PRESERVE THE MARKS.
 FG1881
 FG1881                          STATION RECOVERY (1971)
 FG1881
 FG1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FG1881'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 FG1881'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FG1881'GOOD CONDITION.
 FG1881'
 FG1881'STATION IS 40 FEET EAST OF A WITNESS SIGN ATTACHED TO A TREE.
 FG1881'
 FG1881'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 FG1881'
 FG1881'TO REACH THE STATION FROM THE POST OFFICE IN COAL HILL, GO WEST ON
 FG1881'U. S. HIGHWAY 64 FOR 0.05 MILE TO A CROSS STREET AND A LARGE
 FG1881'MAGNOLIA TREE IN YARD AT THE NORTHWEST ANGLE OF THE CROSS STREET.
 FG1881'TURN RIGHT AND GO NORTH ON A SURFACED STREET 0.1 MILE TO A FORK.
 FG1881'TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD FOR 1.25 MILES TO A
 FG1881'T-INTERSECTION.  TURN RIGHT AND GO NORTH ON A BLADED ROAD FOR 1.35
 FG1881'MILES TO A DRIVEWAY AND OLD ABANDONED HOUSE AND THE AZIMUTH MARK ON
 FG1881'THE LEFT.  CONTINUE NORTH ON THE BLADED ROAD FOR 0.05 MILE TO
 FG1881'WHERE THE ROAD CURVES WEST.  FROM HERE WALK NORTH-NORTHEAST FOR 0.15
 FG1881'MILE TO TOP OF HILL AND STATION.
 FG1881'
 FG1881'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NNW
 FG1881'OF COAL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2686 ***********************************************************************
 EH2686  DESIGNATION -  HORSE 2
 EH2686  PID         -  EH2686
 EH2686  STATE/COUNTY-  AR/CRITTENDEN
 EH2686  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH2686
 EH2686                         *CURRENT SURVEY CONTROL
 EH2686  ___________________________________________________________________
 EH2686* NAD 83(1997)-  34 56 23.49469(N)    090 16 51.58568(W)     ADJUSTED  
 EH2686* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2686  ___________________________________________________________________
 EH2686  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 EH2686  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH2686
 EH2686  HORZ ORDER  -  SECOND
 EH2686
 EH2686.The horizontal coordinates were established by classical geodetic methods
 EH2686.and adjusted by the National Geodetic Survey in September 1999..
 EH2686
 EH2686.The orthometric height was scaled from a topographic map.
 EH2686
 EH2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2686
 EH2686.The geoid height was determined by GEOID03.
 EH2686
 EH2686;                    North         East     Units Scale Factor Converg.
 EH2686;SPC AR N     -    68,660.261   557,031.278   MT  0.99999872   +1 00 01.0
 EH2686;SPC AR N     -   225,262.87  1,827,526.78   sFT  0.99999872   +1 00 01.0
 EH2686;SPC AR S     -   653,456.479   557,038.863   MT  1.00004322   +0 57 43.6
 EH2686;SPC AR S     - 2,143,881.80  1,827,551.67   sFT  1.00004322   +0 57 43.6
 EH2686;SPC MS W     -   603,202.741   704,781.032   MT  0.99995028   +0 01 47.9
 EH2686;SPC MS W     - 1,979,007.66  2,312,269.10   sFT  0.99995028   +0 01 47.9
 EH2686;UTM  15      - 3,869,749.851   748,327.334   MT  1.00036009   +1 33 28.9
 EH2686
 EH2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2686!SPC AR N     -   0.99999453  x   0.99999872  =   0.99999325
 EH2686!SPC AR S     -   0.99999453  x   1.00004322  =   1.00003775
 EH2686!SPC MS W     -   0.99999453  x   0.99995028  =   0.99994481
 EH2686!UTM  15      -   0.99999453  x   1.00036009  =   1.00035462
 EH2686
 EH2686:                Primary Azimuth Mark                     Grid Az
 EH2686:SPC AR N     -  HORSE 2 AZ MK                            051 37 59.3
 EH2686:SPC AR S     -  HORSE 2 AZ MK                            051 40 16.7
 EH2686:SPC MS W     -  HORSE 2 AZ MK                            052 36 12.4
 EH2686:UTM  15      -  HORSE 2 AZ MK                            051 04 31.4
 EH2686
 EH2686|---------------------------------------------------------------------|
 EH2686| PID    Reference Object                     Distance      Geod. Az  |
 EH2686|                                                           dddmmss.s |
 EH2686| CY6240 HORSE 2 AZ MK                                      0523800.3 |
 EH2686| CY6241 HORSE 2 AZ MK RESET                                0982127.0 |
 EH2686| CY6242 HORSE 2 RM 3                         25.499 METERS 15311     |
 EH2686| EH2710 HUGHES MUNICIPAL TANK               APPROX.17.5 KM 2732405.1 |
 EH2686| EH2709 HUGHES FEDERAL COMPRESS S TANK      APPROX.16.5 KM 2760504.3 |
 EH2686| EH2708 HUGHES FEDERAL COMPRESS N TANK      APPROX.16.4 KM 2762505.8 |
 EH2686| CY6243 HORSE 2 RM 4                          9.450 METERS 33632     |
 EH2686|---------------------------------------------------------------------|
 EH2686
 EH2686                          SUPERSEDED SURVEY CONTROL
 EH2686
 EH2686  NAD 83(1997)-  34 56 23.49543(N)    090 16 51.58545(W) AD(       ) 2
 EH2686  NAD 83(1997)-  34 56 23.49737(N)    090 16 51.58469(W) AD(       ) 2
 EH2686  NAD 83(1997)-  34 56 23.50408(N)    090 16 51.58379(W) AD(       ) 2
 EH2686  NAD 83(1986)-  34 56 23.50412(N)    090 16 51.58606(W) AD(       ) 2
 EH2686  NAD 27      -  34 56 23.15600(N)    090 16 51.23700(W) AD(       ) 2
 EH2686
 EH2686.Superseded values are not recommended for survey control.
 EH2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2686.See file dsdata.txt to determine how the superseded data were derived.
 EH2686
 EH2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4832769750(NAD 83)
 EH2686_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2686
 EH2686  HISTORY     - Date     Condition        Report By
 EH2686  HISTORY     - 1934     MONUMENTED       USE
 EH2686  HISTORY     - 1954     GOOD             CGS
 EH2686  HISTORY     - 1980     MARK NOT FOUND   NGS
 EH2686
 EH2686                          STATION DESCRIPTION
 EH2686
 EH2686'DESCRIBED BY US ENGINEERS 1934
 EH2686'ABOUT 22 MILES AIRLINE, SOUTHWEST OF MEMPHIS, ABOUT 3 MILES
 EH2686'BELOW PINCKNEY, 1,360 FEET BACK OF LOWER ST. FRANCIS LEVEE
 EH2686'AT POINT 1,500 FEET BELOW MILEPOST 175/176, ABOUT 1,000 FEET
 EH2686'DIRECTLY BACK (WEST) OF LOCUST GROVE CHURCH AND CEMETERY,
 EH2686'AND 3 FEET NORTH OF NORTHEAST CORNER OF TENANT HOUSE.  MARKED
 EH2686'BY STANDARD STATION DISK IN CONCRETE, STAMPED HORSE 1929.
 EH2686'STATION MARK OF STATION HORSE (SEE DESCRIPTION THEREOF), WHICH
 EH2686'WAS 399.014 METERS (1,309.10 FEET) DISTANT, S 89 DEG 02 MIN
 EH2686'53 SEC E, WAS DUG UP IN FEBRUARY 1934 AND RESET IN
 EH2686'ABOVE POSITION.  STATION HORSE REFERENCE MARK NO. 2 (SEE
 EH2686'DESCRIPTION THEREOF) IS 10.973 METERS (36.00 FEET) FROM
 EH2686'STATION, N 53 DEG 37 MIN E.  STATION B.M. BROCK
 EH2686'(M.R.C.) (SEE DESCRIPTION THEREOF) IS 396.643 METERS (1,301.32
 EH2686'FEET) FROM STATION, S 11 DEG 15 MIN 05 SEC E.
 EH2686
 EH2686                          STATION RECOVERY (1954)
 EH2686
 EH2686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EH2686'THE STATION IS LOCATED ABOUT 13 MILES EAST SOUTHEAST OF HUGHES,
 EH2686'ABOUT 2-1/2 MILES EAST OF HORSESHOE LAKE, 34 FEET WEST OF A T
 EH2686'JUNCTION OF TRACK ROADS AND 8 FEET NORTHEAST OF THE NORTHEAST
 EH2686'CORNER OF A HOUSE.  IT PROJECTS 3 INCHES AND IS STAMPED
 EH2686'HORSE 2 1954.
 EH2686'
 EH2686'REFERENCE MARK NO. 3 IS 51 FEET SOUTHEAST OF THE SOUTHEAST
 EH2686'CORNER OF THE HOUSE, 37 FEET WEST OF THE CENTER OF THE TRACK
 EH2686'ROAD AND 1 FOOT NORTH OF A FENCE CORNER.  IT PROJECTS 5
 EH2686'INCHES AND IS STAMPED HORSE 2 NO 3 1954.
 EH2686'
 EH2686'REFERENCE MARK NO. 4 IS 38 FEET NORTH OF THE NORTHEAST CORNER
 EH2686'OF THE HOUSE, 20 FEET WEST OF THE CENTER OF THE TRACK ROAD
 EH2686'AND 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF A TOOL SHED.
 EH2686'IT PROJECTS 4 INCHES AND IS STAMPED HORSE 2 NO 4 1954.
 EH2686'
 EH2686'THE AZIMUTH MARK IS ON THE CROWN OF THE LEVEE, 350 FEET
 EH2686'NORTHEAST OF A POWER LINE POLE WITH A TRANSFORMER ON IT,
 EH2686'14 FEET WEST OF THE CENTER OF THE CROWN AND 2 FEET SOUTH
 EH2686'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED
 EH2686'HORSE 2 1954.
 EH2686'
 EH2686'TO REACH THE STATION FROM THE HUGHES POST OFFICE GO SOUTHEAST
 EH2686'FOR 0.05 MILE TO THE RAILROAD CROSSING, GO EAST, SOUTH AND
 EH2686'EAST ON STATE HIGHWAY 50 FOR 6.9 MILES TO THE JUNCTION WITH
 EH2686'STATE HIGHWAY 147.  TURN LEFT ON STATE HIGHWAY 147 AND
 EH2686'GO NORTHEASTERLY FOR 2.7 MILES TO A FORK, TAKE RIGHT FORK,
 EH2686'LEAVING STATE HIGHWAY 147, FOR 0.1 MILE TO THE HORSESHOE
 EH2686'LAKE MERCANTILE CO. ON THE RIGHT.  CONTINUE EAST ON THE
 EH2686'GRAVELED ROAD FOR 0.5 MILE TO A T ROAD RIGHT, CONTINUE EAST
 EH2686'ON THE GRAVELED ROAD FOR 2.9 MILES TO THE LEVEE, TURN RIGHT
 EH2686'AND GO SOUTHERLY ALONG THE LEVEE FOR 1.05 MILES TO THE
 EH2686'AZIMUTH MARK.  CONTINUE SOUTHERLY ALONG THE LEVEE FOR 0.15
 EH2686'MILE TO AN OLD GRAVE-YARD AND DRIVEWAY ON THE RIGHT,
 EH2686'TURN RIGHT AND FOLLOW THE DRIVEWAY WEST FOR 0.3 MILE TO
 EH2686'THE STATION AS DESCRIBED.
 EH2686'
 EH2686'THE ORIGINAL AZIMUTH MARK WAS ON THE CROWN OF THE LEVEE AND
 EH2686'DUE TO REPAIR WORK BEING PLANNED FOR THE LEVEE, IT WAS REQUESTED
 EH2686'THAT THE MARK BE MOVED.
 EH2686'
 EH2686'THE NEW AZIMUTH MARK IS ABOUT 75 YARDS SOUTH OF A SMALL CEMETERY
 EH2686'AT THE EAST EDGE OF A CULTIVATED FIELD, 1.5 FEET NORTH OF
 EH2686'A POWERLINE POLE AND 1 FOOT WEST OF A FENCE.  IT PROJECTS
 EH2686'4 INCHES AND IS STAMPED HORSE 2 1954 RESET 1954.
 EH2686'
 EH2686'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON A DIRT
 EH2686'ROAD, PASSING THROUGH A CULTIVATED FIELD, FOR 0.2 MILE TO
 EH2686'A GATE AT THE NORTHEAST CORNER OF THE FIELD, HERE TURN
 EH2686'RIGHT AND GO SOUTH ALONG A FENCE FOR 0.05 MILE TO THE AZIMUTH
 EH2686'MARK ON THE LEFT AS DESCRIBED.
 EH2686'
 EH2686'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH2686
 EH2686                          STATION RECOVERY (1980)
 EH2686
 EH2686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2686'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 EH2686'WERE FOUND ATOP THE GROUND BY THE RECONNAISSANCE PARTY.  THE
 EH2686'UNDERGROUND MARK WAS SEARCHED FOR BY INVERSE DIRECTION AND
 EH2686'DISTANCE FROM STATION HORSE 3, AFTER EXTENSIVE DIGGING AND
 EH2686'SEARCHING WITH DETECTORS, WAS NOT FOUND.  THE 1934 U.S. ENGINEER
 EH2686'DESCRIPTION MENTIONED RESETTING THE STATION MARK, HORSE 1929,
 EH2686'BUT NOT THE UNDERGROUND MARK.  THE MARK SEARCH FOR WAS NOTED 1A 7A
 EH2686'IN 1954 AND IS CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2689 ***********************************************************************
 EH2689  DESIGNATION -  HORSE 3
 EH2689  PID         -  EH2689
 EH2689  STATE/COUNTY-  AR/CRITTENDEN
 EH2689  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH2689
 EH2689                         *CURRENT SURVEY CONTROL
 EH2689  ___________________________________________________________________
 EH2689* NAD 83(1997)-  34 56 06.04159(N)    090 16 28.28289(W)     ADJUSTED  
 EH2689* NAVD 88     -        70.1    (meters)     230.     (feet)  VERTCON   
 EH2689  ___________________________________________________________________
 EH2689  X           -     -25,080.575 (meters)                     COMP
 EH2689  Y           -  -5,234,533.956 (meters)                     COMP
 EH2689  Z           -   3,631,983.195 (meters)                     COMP
 EH2689  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 EH2689  ELLIP HEIGHT-          42.90  (meters)          (09/14/99) GPS OBS
 EH2689  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EH2689
 EH2689  HORZ ORDER  -  FIRST
 EH2689  ELLP ORDER  -  FOURTH    CLASS I
 EH2689
 EH2689.The horizontal coordinates were established by classical geodetic methods
 EH2689.and adjusted by the National Geodetic Survey in September 1999..
 EH2689
 EH2689.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2689
 EH2689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2689
 EH2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2689
 EH2689.The ellipsoidal height was determined by GPS observations
 EH2689.and is referenced to NAD 83.
 EH2689
 EH2689.The geoid height was determined by GEOID03.
 EH2689
 EH2689;                    North         East     Units Scale Factor Converg.
 EH2689;SPC AR N     -    68,132.843   557,631.952   MT  0.99999967   +1 00 14.6
 EH2689;SPC AR N     -   223,532.50  1,829,497.50   sFT  0.99999967   +1 00 14.6
 EH2689;SPC MS W     -   602,665.253   705,372.658   MT  0.99995036   +0 02 01.2
 EH2689;SPC MS W     - 1,977,244.25  2,314,210.13   sFT  0.99995036   +0 02 01.2
 EH2689;UTM  15      - 3,869,228.114   748,933.332   MT  1.00036381   +1 33 41.5
 EH2689
 EH2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2689!SPC AR N     -   0.99999327  x   0.99999967  =   0.99999294
 EH2689!SPC MS W     -   0.99999327  x   0.99995036  =   0.99994363
 EH2689!UTM  15      -   0.99999327  x   1.00036381  =   1.00035707
 EH2689
 EH2689|---------------------------------------------------------------------|
 EH2689| PID    Reference Object                     Distance      Geod. Az  |
 EH2689|                                                           dddmmss.s |
 EH2689| CY6244 HORSE 3 RM 5                         27.097 METERS 09342     |
 EH2689| EH2690 P 218 TPT                           431.080 METERS 1733958.9 |
 EH2689| EH0198 P 218                               436.900 METERS 1734000.6 |
 EH2689| CY6245 HORSE 3 RM 6                         26.926 METERS 20624     |
 EH2689| EH2691 HORSE 3 AZ MK TPT                   APPROX. 0.6 KM 3432734.4 |
 EH2689| EH2692 HORSE 3 AZ MK                       APPROX. 0.6 KM 3432733.1 |
 EH2689|---------------------------------------------------------------------|
 EH2689
 EH2689                          SUPERSEDED SURVEY CONTROL
 EH2689
 EH2689  NAD 83(1997)-  34 56 06.04156(N)    090 16 28.28272(W) AD(       ) 1
 EH2689  NAD 83(1997)-  34 56 06.04155(N)    090 16 28.28253(W) AD(       ) 1
 EH2689  NAD 83(1997)-  34 56 06.04242(N)    090 16 28.28581(W) AD(       ) 1
 EH2689  NAD 83(1986)-  34 56 06.05101(N)    090 16 28.28281(W) AD(       ) 1
 EH2689  NAD 27      -  34 56 05.70525(N)    090 16 27.93529(W) AD(       ) 1
 EH2689  NGVD 29 (07/19/86)   70.1    (m)          230.     (f) VERT ANG       
 EH2689
 EH2689.Superseded values are not recommended for survey control.
 EH2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2689.See file dsdata.txt to determine how the superseded data were derived.
 EH2689
 EH2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4893369228(NAD 83)
 EH2689_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EH2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2689+STABILITY: SURFACE MOTION
 EH2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2689+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 EH2689
 EH2689  HISTORY     - Date     Condition        Report By
 EH2689  HISTORY     - 1979     MONUMENTED       NGS
 EH2689  HISTORY     - 1984     GOOD             NGS
 EH2689  HISTORY     - 20050411 GOOD             USACE
 EH2689
 EH2689                          STATION DESCRIPTION
 EH2689
 EH2689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2689'THE STATION IS LOCATED ABOUT 25.7 KILOMETERS (16 MI.)
 EH2689'SOUTH-SOUTHEAST OF MEMPHIS, 6.5 KILOMETERS (4 MI.) EAST OF
 EH2689'THOMPSON GROVE AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.
 EH2689'PERMISSION WAS OBTAINED FROM CHIEF ENGINEER, MR. BURRELL B. FAIR,
 EH2689'ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS,
 EH2689'ARKANSAS 72301.  TELEPHONE 501-735-1062.
 EH2689'
 EH2689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 147 AND
 EH2689'131 IN THOMPSON GROVE, GO SOUTHEAST ON STATE HIGHWAY 131 FOR
 EH2689'3.0 MILES (4.83 KM.) TO A FORK.  BEAR LEFT AND GO SOUTHEAST ON
 EH2689'HIGHWAY 131 FOR 1.7 MILES (2.74 KM.) TO A LOCKED GATE ON THE LEFT
 EH2689'AND WHERE THE HIGHWAY TURNS SOUTH.  TURN LEFT, PASS THROUGH THE
 EH2689'GATE AND GO 0.1 MILE (0.16 KM.) TO THE TOP OF A LEVEE.  TURN
 EH2689'SHARP LEFT AND GO NORTHEAST ON TOP OF THE LEVEE FOR 0.1 MILE
 EH2689'(0.16 KM.) TO A GATE AND CATTLEGUARD.  CONTINUE NORTHERLY ON TOP
 EH2689'OF THE LEVEE FOR 2.3 MILES (3.7 KM.) TO MILEPOST 176/177 AND
 EH2689'BM P 218 ON THE LEFT.  CONTINUE NORTHERLY ATOP THE LEVEE FOR
 EH2689'0.25 MILE (0.32 KM.) TO A SPUR LEVEE AND THE STATION ON THE
 EH2689'RIGHT.
 EH2689'
 EH2689'THE STATION IS A STANDARD NGS DISK
 EH2689'STAMPED---HORSE 3 1979---,
 EH2689'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2689'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 EH2689'20.0 METERS EAST-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD
 EH2689'2.55 METERS NORTH-NORTHEAST FROM A METAL WITNESS POST AND NEAR
 EH2689'THE APPROXIMATE CENTER OF THE SPUR LEVEE.
 EH2689'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2689'STAMPED---HORSE 3 1979---,
 EH2689'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 EH2689'
 EH2689'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK
 EH2689'STAMPED---HORSE 3 NO 5 1979---,
 EH2689'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2689'FLUSH WITH GROUND.  IT IS LOCATED
 EH2689'3.7 METERS SOUTH-SOUTHEAST FROM THE CENTER OF THE SPUR LEVEE AND
 EH2689'0.86 METER WEST-SOUTHWEST FROM A METAL WITNESS POST.
 EH2689'MARK IS BELOW STATION 1 METER.
 EH2689'
 EH2689'REFERENCE MARK NUMBER 06 IS A STANDARD NGS DISK
 EH2689'STAMPED---HORSE 3 NO 6 1979---,
 EH2689'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2689'FLUSH WITH GROUND.  IT IS LOCATED
 EH2689'3.3 METERS EAST-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2689'1.34 METERS WEST-NORTHWEST FROM A METAL WITNESS POST.
 EH2689'MARK IS LEVEL WITH STATION.
 EH2689'
 EH2689'AZIMUTH MARK NUMBER 03 IS A STANDARD NGS DISK
 EH2689'STAMPED---HORSE 3 NO 3 1979---,
 EH2689'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2689'FLUSH WITH GROUND.  IT IS LOCATED
 EH2689'3.4 METERS EAST FROM THE CENTER OF THE LEVEE ROAD,
 EH2689'1.1 METERS SOUTH FROM A FENCE AND
 EH2689'0.5 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH2689'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ATOP THE
 EH2689'LEVEE FOR 0.35 MILE (0.56 KM.) TO THE AZIMUTH ON THE RIGHT.
 EH2689'
 EH2689'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 37.2 METERS.
 EH2689
 EH2689                          STATION RECOVERY (1984)
 EH2689
 EH2689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2689'STATION MARK, REFERENCE MARKS 5 AND 6, AND THE AZIMUTH MARK WERE
 EH2689'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO BOTH
 EH2689'MARKS CHECKED THE 1979 DATA.  DUE TO CHANGED AND A DIFFERENT ROUTE TO
 EH2689'STATION, A NEW DESCRIPTION FOLLOWS.
 EH2689'
 EH2689'THE STATION IS LOCATED 6.5 KM (4 MI) EAST OF THOMPSON GROVE, IN THE
 EH2689'ST FRANCIS LEVEE DISTRICT.  AT A SPUR LEVEE ON THE EAST SIDE OF THE
 EH2689'MAIN LEVEE.  OWNERSHIP-- ST FRANCIS LEVEE DISTRICT, C/O CHIEF
 EH2689'ENGINEER, BURRELL B. FAIR, PO BOX 308, WEST MEMPHIS, AR 72301, PHONE
 EH2689'(501) 735-1062.
 EH2689'
 EH2689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 131 AND 147
 EH2689'AT THE NORTH EDGE OF THOMPSON GROVE, GO SOUTHEAST ON HIGHWAY 131 FOR
 EH2689'4.9 KM (3.05 MI) TO A ROAD RIGHT AT A UNION 76 GAS STATION.  CONTINUE
 EH2689'ON HIGHWAY 131 FOR 5.4 KM (3.4 MI) TO ITS JUNCTION WITH THE LEVEE
 EH2689'ROAD.  TURN SHARP LEFT, NORTHEAST, PASSING THROUGH A LOCKED GATE, ON
 EH2689'THE LEVEE ROAD FOR 1.05 KM (0.65 MI) TO A LOCKED GATE.  CONTINUE
 EH2689'AHEAD FOR 4.8 KM (3.0 MI) TO A FENCE GAP.  CONTINUE AHEAD FOR 1.5 KM
 EH2689'(0.95 MI) TO A SPUR LEVEE AND STATION ON THE RIGHT.  TO REACH AZIMUTH
 EH2689'MARK, CONTINUE NORTH FOR 0.55 KM (0.35 MI) TO A FENCE LINE AND MARK
 EH2689'ON THE RIGHT.
 EH2689'
 EH2689'THE STATION IS A STANDARD NGS DISK STAMPED---HORSE 3 1979---IN CENTER
 EH2689'OF SPUR LEVEE ROAD RECESSED 1
 EH2689'CM (0.4 INCH) BELOW THE GROUND LOCATED 20.0 METERS (65.6 FEET) ENE
 EH2689'FROM MAIN LEVEE ROAD CENTER.
 EH2689'
 EH2689'REFERENCE MARK NO. 5 IS A DISK STAMPED---HORSE 3 NO 5 1979--- SET
 EH2689'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN
 EH2689'DIAMETER LOCATED 46.9 METERS (154 FEET) ENE FROM MAIN LEVEE ROAD
 EH2689'CENTER, 3.7 METERS (12.1 FEET) SSW FROM SPUR LEVEE ROAD CENTER, 0.2
 EH2689'METER (0.7 FOOT) FROM LOWER THAN SPUR ROAD, AND 0.2 METER (1 FOOT)
 EH2689'LOWER THAN THE STATION.
 EH2689'
 EH2689'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2689'STAMPED ---HORSE 3 NO 6 1979--- SET INTO THE TOP OF A ROUND CONCRETE
 EH2689'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER RECESSED 3 CM (1.2 INCHES)
 EH2689'BELOW THE GROUND LOCATED 3.4 METERS (11.2 FEET) ENE FROM MAIN LEVEE
 EH2689'ROAD CENTER AND 23.4 METERS (76.8 FEET) SSW FROM SPUR LEVEE ROAD
 EH2689'CENTER.  MARK IS LEVEL WITH THE STATION.
 EH2689'
 EH2689'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2689'RECESSED 3 CM (1.2 INCHES) BELOW THE
 EH2689'GROUND LOCATED 3.5 METERS (11.5 FEET) ENE FROM LEVEE ROAD CENTER AND
 EH2689'1 METER (3.3 FEET) SSW FROM FENCE.
 EH2689'
 EH2689'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2689'MISSISSIPPI, MAY-JUNE 1984.
 EH2689
 EH2689                          STATION RECOVERY (2005)
 EH2689
 EH2689'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2692 ***********************************************************************
 EH2692  DESIGNATION -  HORSE 3 AZ MK
 EH2692  PID         -  EH2692
 EH2692  STATE/COUNTY-  AR/CRITTENDEN
 EH2692  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH2692
 EH2692                         *CURRENT SURVEY CONTROL
 EH2692  ___________________________________________________________________
 EH2692* NAD 83(1997)-  34 56 23.84119(N)    090 16 34.70245(W)     ADJUSTED  
 EH2692* NAVD 88     -        70.0    (meters)     230.     (feet)  VERTCON   
 EH2692  ___________________________________________________________________
 EH2692  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 EH2692  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EH2692
 EH2692  HORZ ORDER  -  SECOND
 EH2692
 EH2692.The horizontal coordinates were established by classical geodetic methods
 EH2692.and adjusted by the National Geodetic Survey in September 1999..
 EH2692
 EH2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2692
 EH2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2692
 EH2692.The geoid height was determined by GEOID03.
 EH2692
 EH2692;                    North         East     Units Scale Factor Converg.
 EH2692;SPC AR N     -    68,678.427   557,459.460   MT  0.99999870   +1 00 10.9
 EH2692;SPC AR N     -   225,322.47  1,828,931.58   sFT  0.99999870   +1 00 10.9
 EH2692;SPC MS W     -   603,213.653   705,209.439   MT  0.99995033   +0 01 57.6
 EH2692;SPC MS W     - 1,979,043.46  2,313,674.63   sFT  0.99995033   +0 01 57.6
 EH2692;UTM  15      - 3,869,772.192   748,755.474   MT  1.00036272   +1 33 38.5
 EH2692
 EH2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2692!SPC AR N     -   0.99999328  x   0.99999870  =   0.99999198
 EH2692!SPC MS W     -   0.99999328  x   0.99995033  =   0.99994361
 EH2692!UTM  15      -   0.99999328  x   1.00036272  =   1.00035599
 EH2692
 EH2692                          SUPERSEDED SURVEY CONTROL
 EH2692
 EH2692  NAD 83(1997)-  34 56 23.84116(N)    090 16 34.70228(W) AD(       ) 2
 EH2692  NAD 83(1997)-  34 56 23.84114(N)    090 16 34.70209(W) AD(       ) 2
 EH2692  NAD 83(1997)-  34 56 23.84204(N)    090 16 34.70525(W) AD(       ) 2
 EH2692  NAD 83(1986)-  34 56 23.85075(N)    090 16 34.70242(W) AD(       ) 2
 EH2692  NAD 27      -  34 56 23.50536(N)    090 16 34.35481(W) AD(       ) 2
 EH2692  NGVD 29 (07/19/86)   70.0    (m)          230.     (f) VERT ANG       
 EH2692
 EH2692.Superseded values are not recommended for survey control.
 EH2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2692.See file dsdata.txt to determine how the superseded data were derived.
 EH2692
 EH2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4875569772(NAD 83)
 EH2692_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EH2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2692+STABILITY: SURFACE MOTION
 EH2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2692+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 EH2692
 EH2692  HISTORY     - Date     Condition        Report By
 EH2692  HISTORY     - 1979     MONUMENTED       NGS
 EH2692  HISTORY     - 1984     GOOD             NGS
 EH2692  HISTORY     - 20050411 GOOD             USACE
 EH2692
 EH2692                          STATION DESCRIPTION
 EH2692
 EH2692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2692'THE STATION IS LOCATED ABOUT 25.75 KILOMETERS (16 MI.)
 EH2692'SOUTH-SOUTHEAST OF WEST MEMPHIS, 6.5 KILOMETERS (4 MI.) EAST OF
 EH2692'THOMPSON GROVE AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.
 EH2692'PERMISSION WAS OBTAINED FROM CHIEF ENGINEER, MR. BURRELL B. FAIR,
 EH2692'ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS, ARKANSAS.
 EH2692'ZIP 72301.  TELEPHONE 501-735-1062.
 EH2692'
 EH2692'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 147
 EH2692'AND 131 IN THOMPSON GROVE, GO SOUTHEAST ON STATE HIGHWAY 131
 EH2692'FOR 3.0 MILES (4.83 KM.) TO A FORK.  BEAR LEFT AND CONTINUE
 EH2692'SOUTHEAST ON HIGHWAY 131 FOR 1.7 MILES (2.74 KM.) TO A LOCKED
 EH2692'GATE ON THE LEFT AND WHERE THE HIGHWAY TURNS SOUTH.  TURN LEFT,
 EH2692'PASS THROUGH THE GATE AND GO 0.1 MILE (0.16 KM.) TO THE TOP OF A
 EH2692'LEVEE.  TURN SHARP LEFT AND GO NORTHEAST FOR 0.1 MILE
 EH2692'(0.16 KM.) TO A GATE AND CATTLEGUARD.  PASS THROUGH THE
 EH2692'GATE AND GO NORTHERLY ON TOP OF THE LEVEE FOR 2.3 MILES (3.7 KM.)
 EH2692'MILEPOST 176/177 AND BM P 218 ON THE LEFT.  CONTINUE NORTHERLY
 EH2692'ATOP THE LEVEE FOR 0.25 MILE (0.32 KM.) TO A WING LEVEE AND
 EH2692'STATION HORSE 3 ON THE RIGHT.  CONTINUE NORTHERLY ATOP THE LEVEE
 EH2692'FOR 0.35 MILES (0.56 KM.) TO THE AZIMUTH ON THE RIGHT.
 EH2692'
 EH2692'THE STATION IS A STANDARD NGS AZIMUTH DISK
 EH2692'STAMPED---HORSE 3 NO 3 1979---,
 EH2692'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2692'FLUSH WITH GROUND.  IT IS LOCATED
 EH2692'3.4 METERS EAST FROM THE CENTER OF THE LEVEE ROAD,
 EH2692'1.1 METERS SOUTH FROM A FENCELINE AND
 EH2692'0.5 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH2692'
 EH2692'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET.
 EH2692'
 EH2692'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 EH2692
 EH2692                          STATION RECOVERY (1984)
 EH2692
 EH2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2692'NO REFERENCE MARKS FOR THIS STATION.  STATION WAS NOT OCCUPIED.
 EH2692'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1979.  A NEW
 EH2692'TO REACH FOLLOWS.
 EH2692'
 EH2692'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 131 AND 147 AT THE NORTH
 EH2692'EDGE OF THOMPSON GROVE, GO SOUTHEAST ON HIGHWAY 131 FOR 10.3 KM (6.45
 EH2692'MI) TO ITS JUNCTION WITH THE LEVEE ROAD.  TURN SHARP, LEFT,
 EH2692'NORTHEAST, (PASSING THROUGH TWO LOCKED GATES) FOR 7.4 KM (4.6 MI) TO
 EH2692'A SPUR LEVEE ON RIGHT AND STATION HORSE 3 1979.  CONTINUE NORTH FOR
 EH2692'0.55 KM (0.35 MI) TO A FENCE LINE AND MARK ON THE RIGHT.
 EH2692'
 EH2692'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2692'MISSISSIPPI, MAY-JUNE 1984.
 EH2692
 EH2692                          STATION RECOVERY (2005)
 EH2692
 EH2692'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2687 ***********************************************************************
 EH2687  DESIGNATION -  HORSE RM 2
 EH2687  PID         -  EH2687
 EH2687  STATE/COUNTY-  AR/CRITTENDEN
 EH2687  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH2687
 EH2687                         *CURRENT SURVEY CONTROL
 EH2687  ___________________________________________________________________
 EH2687* NAD 83(1997)-  34 56 23.70308(N)    090 16 51.23900(W)     ADJUSTED  
 EH2687* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2687  ___________________________________________________________________
 EH2687  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 EH2687  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH2687
 EH2687  HORZ ORDER  -  SECOND
 EH2687
 EH2687.The horizontal coordinates were established by classical geodetic methods
 EH2687.and adjusted by the National Geodetic Survey in September 1999..
 EH2687.No horizontal observational check was made to the station.
 EH2687
 EH2687.The orthometric height was scaled from a topographic map.
 EH2687
 EH2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2687
 EH2687.The geoid height was determined by GEOID03.
 EH2687
 EH2687;                    North         East     Units Scale Factor Converg.
 EH2687;SPC AR N     -    68,666.836   557,039.962   MT  0.99999871   +1 00 01.2
 EH2687;SPC AR N     -   225,284.44  1,827,555.28   sFT  0.99999871   +1 00 01.2
 EH2687;SPC AR S     -   653,463.047   557,047.552   MT  1.00004324   +0 57 43.8
 EH2687;SPC AR S     - 2,143,903.35  1,827,580.18   sFT  1.00004324   +0 57 43.8
 EH2687;SPC MS W     -   603,209.167   704,789.825   MT  0.99995028   +0 01 48.1
 EH2687;SPC MS W     - 1,979,028.74  2,312,297.95   sFT  0.99995028   +0 01 48.1
 EH2687;UTM  15      - 3,869,756.512   748,335.957   MT  1.00036014   +1 33 29.1
 EH2687
 EH2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2687!SPC AR N     -   0.99999453  x   0.99999871  =   0.99999324
 EH2687!SPC AR S     -   0.99999453  x   1.00004324  =   1.00003777
 EH2687!SPC MS W     -   0.99999453  x   0.99995028  =   0.99994481
 EH2687!UTM  15      -   0.99999453  x   1.00036014  =   1.00035467
 EH2687
 EH2687                          SUPERSEDED SURVEY CONTROL
 EH2687
 EH2687  NAD 83(1997)-  34 56 23.70309(N)    090 16 51.23902(W) AD(       ) 2
 EH2687  NAD 83(1997)-  34 56 23.70309(N)    090 16 51.23888(W) AD(       ) 2
 EH2687  NAD 83(1997)-  34 56 23.70507(N)    090 16 51.24182(W) AD(       ) 2
 EH2687  NAD 83(1986)-  34 56 23.71322(N)    090 16 51.24091(W) AD(       ) 2
 EH2687  NAD 27      -  34 56 23.36800(N)    090 16 50.88900(W) AD(       ) 2
 EH2687
 EH2687.Superseded values are not recommended for survey control.
 EH2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2687.See file dsdata.txt to determine how the superseded data were derived.
 EH2687
 EH2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4833669757(NAD 83)
 EH2687_MARKER: DR = REFERENCE MARK DISK
 EH2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2687+STABILITY: SURFACE MOTION
 EH2687
 EH2687  HISTORY     - Date     Condition        Report By
 EH2687  HISTORY     - 1929     MONUMENTED       CGS
 EH2687
 EH2687                          STATION DESCRIPTION
 EH2687
 EH2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2687'ABOUT 22 MILES AIRLINE SOUTHWEST OF MEMPHIS, 9 MILES BY ROAD
 EH2687'SOUTH OF NEUHARDT RAILROAD STATION, ALONG ROAD WHICH PASSES
 EH2687'JUST SOUTH OF LOCUST GROVE CHURCH, AND IN YARD SOUTHEAST OF
 EH2687'FIRST FARMHOUSE WEST OF LEVEE ROAD.  MARKED BY STANDARD REFERENCE
 EH2687'DISK IN CONCRETE.  STATION HORSE (SEE DESCRIPTION
 EH2687'THEREOF) WAS 390.346 METERS (1,280.66 FEET) DISTANT, S 88 DEG
 EH2687'04 MIN 17 SEC E.  STATION B.M. BROCK (M.R.C.) (SEE
 EH2687'DESCRIPTION THEREOF) IS 401.4 METERS (1,317 FEET) DISTANT,
 EH2687'S 9 DEG 50 MIN E.  STATION HORSE 2 (SEE
 EH2687'DESCRIPTION THEREOF) IS 10.973 METERS (36.00 FEET) DISTANT,
 EH2687'S 53 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1874 ***********************************************************************
 FG1874  DESIGNATION -  HORSEHEAD
 FG1874  PID         -  FG1874
 FG1874  STATE/COUNTY-  AR/JOHNSON
 FG1874  USGS QUAD   -  HARTMAN (1993)
 FG1874
 FG1874                         *CURRENT SURVEY CONTROL
 FG1874  ___________________________________________________________________
 FG1874* NAD 83(1997)-  35 29 37.68992(N)    093 37 27.61079(W)     ADJUSTED  
 FG1874* NAVD 88     -       145.1    (meters)     476.     (feet)  VERTCON   
 FG1874  ___________________________________________________________________
 FG1874  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 FG1874  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FG1874
 FG1874  HORZ ORDER  -  SECOND
 FG1874
 FG1874.The horizontal coordinates were established by classical geodetic methods
 FG1874.and adjusted by the National Geodetic Survey in September 1999..
 FG1874
 FG1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1874
 FG1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1874
 FG1874.The geoid height was determined by GEOID03.
 FG1874
 FG1874;                    North         East     Units Scale Factor Converg.
 FG1874;SPC AR N     -   129,959.606   252,629.579   MT  0.99993717   -0 56 42.7
 FG1874;SPC AR N     -   426,375.81    828,835.54   sFT  0.99993717   -0 56 42.7
 FG1874;UTM  15      - 3,927,985.289   443,372.286   MT  0.99963952   -0 21 45.0
 FG1874
 FG1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1874!SPC AR N     -   0.99998179  x   0.99993717  =   0.99991896
 FG1874!UTM  15      -   0.99998179  x   0.99963952  =   0.99962131
 FG1874
 FG1874:                Primary Azimuth Mark                     Grid Az
 FG1874:SPC AR N     -  HORSEHEAD AZ MK                          097 51 00.7
 FG1874:UTM  15      -  HORSEHEAD AZ MK                          097 16 03.0
 FG1874
 FG1874|---------------------------------------------------------------------|
 FG1874| PID    Reference Object                     Distance      Geod. Az  |
 FG1874|                                                           dddmmss.s |
 FG1874| CI1677 HORSEHEAD AZ MK                                    0965418.0 |
 FG1874| CI1678 HORSEHEAD RM 1                        6.386 METERS 10349     |
 FG1874| CI1679 HORSEHEAD RM 2                        6.550 METERS 28240     |
 FG1874|---------------------------------------------------------------------|
 FG1874
 FG1874                          SUPERSEDED SURVEY CONTROL
 FG1874
 FG1874  NAD 83(1997)-  35 29 37.70162(N)    093 37 27.60989(W) AD(       ) 2
 FG1874  NAD 83(1986)-  35 29 37.70194(N)    093 37 27.60817(W) AD(       ) 2
 FG1874  NAD 27      -  35 29 37.39861(N)    093 37 26.92721(W) AD(       ) 2
 FG1874  NGVD 29 (07/19/86)  145.1    (m)          476.     (f) VERT ANG       
 FG1874
 FG1874.Superseded values are not recommended for survey control.
 FG1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1874.See file dsdata.txt to determine how the superseded data were derived.
 FG1874
 FG1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4337227985(NAD 83)
 FG1874_MARKER: DS = TRIANGULATION STATION DISK
 FG1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1874
 FG1874  HISTORY     - Date     Condition        Report By
 FG1874  HISTORY     - 1971     MONUMENTED       NGS
 FG1874
 FG1874                          STATION DESCRIPTION
 FG1874
 FG1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1874'THE STATION IS LOCATED ABOUT 1 MILE NORTH AND 12 MILES EAST OF OZARK,
 FG1874'1 MILE NORTH AND 7-1/2 MILES WEST OF CLARKSVILLE, 4 MILES NORTH OF
 FG1874'HARTMAN, IN THE SOUTHEAST 104 SECTION OF SECTION 26, R. 25 W., T.
 FG1874'10 N. AND ON ROAD RIGHT-OF-WAY PROPERTY.
 FG1874'
 FG1874'TO REACH THE STATION FROM THE HIGH SCHOOL IN HARTMAN, GO EAST ON
 FG1874'U. S. HIGHWAY 64 FOR 0.8 MILE TO ACROSSROAD.  TURN LEFT AND GO NORTH
 FG1874'ON GRADED ROAD FOR 3.8 MILES TO INTERSTATE HIGHWAY 40 AND THE
 FG1874'AZIMUTH MARK IN THE NORTHWEST CORNER OF THE OVERPASS AS DESCRIBED.
 FG1874'CONTINUE NORTH FOR 0.05 MILE TO AN ACCESS ROAD ON LEFT.  TURN LEFT
 FG1874'AND FOLLOW ACCESS ROAD WESTERLY FOR 1.3 MILES TO A SIDE ROAD LEFT
 FG1874'AND SIGN MOUNT VERNON CHURCH.  TURN LEFT AND GO SOUTH ON ROAD FOR
 FG1874'0.1 MILE TO THE MOUNT VERNON METHODIST CHURCH ON LEFT.  CONTINUE
 FG1874'SOUTH ON ROAD FOR 0.3 MILE TO WHERE INTERSTATE HIGHWAY 40 PASSES
 FG1874'OVER THE ROAD.  CONTINUE PASSING UNDER OVER PASS AND FOLLOW
 FG1874'ROAD WESTERLY 0.2 MILE TO STATION ON LEFT.
 FG1874'
 FG1874'STATION MARKS ARE STANDARD DISKS STAMPED HORSEHEAD 1971.  THE SURFACE
 FG1874'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FG1874'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 150 FEET SOUTH OF
 FG1874'THE CENTER OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 40, 39
 FG1874'FEET SOUTH OF THE CENTER OF GRAVELED ROAD, 4 FEET NORTHEAST OF THE
 FG1874'METAL WITNESS POST AND 3.5 FEET NORTH OF THE FENCE.
 FG1874'
 FG1874'REFERENCE MARK 1, A STANDARD DISK STAMPED HORSEHEAD NO 1 1971, IS SET
 FG1874'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 FG1874'FLUSH WITH THE GROUND SURFACE.  IT IS 150 FEET SOUTH OF THE CENTER
 FG1874'OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 40, 39 FEET SOUTH OF
 FG1874'THE CENTER OF GRAVELED ROAD, 23.6 FEET EAST OF THE METAL WITNESS
 FG1874'POST AND 3.5 FEET NORTH OF THE FENCE.
 FG1874'
 FG1874'REFERENCE MARK 2, A STANDARD DISK STAMPED HORSEHEAD NO 2 1971, IS SET
 FG1874'IN THE TOP OF A 12-INCH CYLINRICAL CONCRETE MONUMENT THAT IS SET
 FG1874'FLUSH WITH THE GROUND SURFACE.  IT IS 150.5 FEET SOUTH OF THE
 FG1874'CENTER OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 40, 39.5 FEET
 FG1874'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 19.1 FEET WEST OF THE
 FG1874'METAL WITNESS POST AND 3 FEET NORTH OF THE FENCE.
 FG1874'
 FG1874'AZIMUTH MARK, A STANDARD DISK STAMPED HORSEHEAD 1971, IS CEMENTED IN
 FG1874'A DRILL HOLE IN THE WEST END OF THE NORTH BRIDGE ABUTMENT AND IS SET
 FG1874'FLUSH.  IT IS 17 FEET WEST OF THE CENTER OF ROAD.
 FG1874'
 FG1874'UNDERGROUND MARK IS SET 34-INCHES BELOW THE GROUND SURFACE.
 FG1874'
 FG1874'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1689 ***********************************************************************
 EJ1689  DESIGNATION -  HORSESHOE
 EJ1689  PID         -  EJ1689
 EJ1689  STATE/COUNTY-  AR/PULASKI
 EJ1689  USGS QUAD   -  KEO (1987)
 EJ1689
 EJ1689                         *CURRENT SURVEY CONTROL
 EJ1689  ___________________________________________________________________
 EJ1689* NAD 83(1997)-  34 36 27.54753(N)    092 03 56.84686(W)     ADJUSTED  
 EJ1689* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 EJ1689  ___________________________________________________________________
 EJ1689  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 EJ1689  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ1689
 EJ1689  HORZ ORDER  -  FIRST
 EJ1689
 EJ1689.The horizontal coordinates were established by classical geodetic methods
 EJ1689.and adjusted by the National Geodetic Survey in September 1999..
 EJ1689
 EJ1689.The orthometric height was scaled from a topographic map.
 EJ1689
 EJ1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1689
 EJ1689.The geoid height was determined by GEOID03.
 EJ1689
 EJ1689;                    North         East     Units Scale Factor Converg.
 EJ1689;SPC AR S     -   615,285.856   393,965.743   MT  0.99996840   -0 02 12.6
 EJ1689;SPC AR S     - 2,018,650.35  1,292,535.94   sFT  0.99996840   -0 02 12.6
 EJ1689;UTM  15      - 3,829,931.202   585,654.400   MT  0.99969043   +0 31 50.2
 EJ1689
 EJ1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1689!SPC AR S     -   0.99999268  x   0.99996840  =   0.99996108
 EJ1689!UTM  15      -   0.99999268  x   0.99969043  =   0.99968311
 EJ1689
 EJ1689|---------------------------------------------------------------------|
 EJ1689| PID    Reference Object                     Distance      Geod. Az  |
 EJ1689|                                                           dddmmss.s |
 EJ1689| CY6250 HORSESHOE RM 3                       32.324 METERS 07412     |
 EJ1689| CY6248 HORSESHOE RM 1                       60.802 METERS 10746     |
 EJ1689| CY6251 HORSESHOE RM 4                       23.254 METERS 16133     |
 EJ1689| CY6249 HORSESHOE RM 2                       61.420 METERS 25424     |
 EJ1689| CY6247 HORSESHOE AZ MK RESET                              2692725.8 |
 EJ1689| CY6246 HORSESHOE AZ MK                                    2694737.8 |
 EJ1689|---------------------------------------------------------------------|
 EJ1689
 EJ1689                          SUPERSEDED SURVEY CONTROL
 EJ1689
 EJ1689  NAD 83(1986)-  34 36 27.55612(N)    092 03 56.83770(W) AD(       ) 1
 EJ1689  NAD 27      -  34 36 27.22100(N)    092 03 56.32300(W) AD(       ) 1
 EJ1689
 EJ1689.Superseded values are not recommended for survey control.
 EJ1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1689.See file dsdata.txt to determine how the superseded data were derived.
 EJ1689
 EJ1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8565429931(NAD 83)
 EJ1689_MARKER: DS = TRIANGULATION STATION DISK
 EJ1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1689+STABILITY: SURFACE MOTION
 EJ1689
 EJ1689  HISTORY     - Date     Condition        Report By
 EJ1689  HISTORY     - 1940     MONUMENTED       CGS
 EJ1689  HISTORY     - 1958     GOOD             CGS
 EJ1689  HISTORY     - 1962     GOOD             USGS
 EJ1689  HISTORY     - 1967     GOOD             CGS
 EJ1689  HISTORY     - 19980901 GOOD             NRCS
 EJ1689
 EJ1689                          STATION DESCRIPTION
 EJ1689
 EJ1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1689'STATION IS LOCATED IN PULASKI COUNTY ABOUT 3.5 MILES W OF
 EJ1689'KEO, ABOUT 1.3 MILES N OF HORSESHOE LAKE AND ON THE PROPERTY
 EJ1689'OF T.L. HUGHES WHO LIVES ABOUT 0.5 MILE N OF THE STATION.
 EJ1689'IT IS 42 FEET N OF THE CENTER LINE OF AN E-W ROAD, 92 FEET
 EJ1689'W OF THE W SIDE OF A DESERTED FARMHOUSE AND 185 FEET W OF
 EJ1689'A ROAD RUNNING N.
 EJ1689'
 EJ1689'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1689'BRONZE DISKS, SET IN CONCRETE AS DESCRIBED.
 EJ1689'THE STATION MARK IS SET 14 INCHES BELOW THE
 EJ1689'SURFACE OF THE GROUND AND IS STAMPED HORSESHOE 1940.  THERE
 EJ1689'IS A WHITE REFERENCE POST 7 FEET WSW OF THE STATION.
 EJ1689'
 EJ1689'REFERENCE MARK NO. 1 IS 15 FEET S OF THE JUNCTION OF AN E-W
 EJ1689'ROAD AND A N ROAD, AND AT THE NW CORNER OF A CULTIVATED
 EJ1689'FIELD.  IT PROJECTS 6 INCHES AND IS STAMPED HORSESHOE NO. 1,
 EJ1689'1940.
 EJ1689'
 EJ1689'REFERENCE MARK NO. 2 IS 18 FEET S OF THE CENTER LINE OF AN
 EJ1689'E-W ROAD AND AT THE N EDGE OF A PASTURE.  IT PROJECTS 6
 EJ1689'INCHES AND IS STAMPED HORSESHOE NO. 2, 1940.
 EJ1689'
 EJ1689'THE AZIMUTH MARK IS 0.45 MILE W OF THE STATION, 18 FEET
 EJ1689'S OF THE CENTER LINE OF AN E-W ROAD, 30 FEET E OF A 48-INCH
 EJ1689'OAK TREE AND 1 FOOT N OF A FENCE LINE.  THERE IS A WHITE
 EJ1689'REFERENCE POST 2.8 FEET W OF THE MARK.  THE MARK PROJECTS
 EJ1689'8 INCHES AND IS STAMPED HORSESHOE 1940.
 EJ1689'
 EJ1689'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE W FOR 0.45
 EJ1689'MILE TO THE 48-INCH OAK TREE AND MARK.
 EJ1689'
 EJ1689'TO REACH THE STATION FROM KEO, CROSS RAILROAD TRACKS AND
 EJ1689'TAKE DIRT ROAD DIRECTLY W FOR 2.7 MILES TO A ROAD TURNING
 EJ1689'RIGHT, (N).  TURN N AND GO 0.8 MILE TO FORK IN ROAD AND
 EJ1689'DESERTED FARMHOUSE.  MARK IS W OF HOUSE.
 EJ1689'
 EJ1689'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 EJ1689
 EJ1689                          STATION RECOVERY (1958)
 EJ1689
 EJ1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 EJ1689'THE STATION WAS VISITED 10-22-58 AND THE STATION MARK AND
 EJ1689'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 EJ1689'NO. 2 WAS FOUND UPROOTED AND DESTROYED.  REFERENCE MARK
 EJ1689'NO. 1 WAS NOT FOUND BUT NO DOUBT IS DESTROYED.  THE AZIMUTH
 EJ1689'MARK WAS RESET AT THIS DATE AT THE REQUEST OF THE ARKANSAS
 EJ1689'STATE HIGHWAY DEPARTMENT.  REFERENCE MARK NO. 3 AND 4 WERE
 EJ1689'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 EJ1689'
 EJ1689'THE STATION IS LOCATED 3.5 MILES WEST OF THE SMALL COMMUNITY
 EJ1689'OF KEO,WHICH IS 10 MILES NORTH OF ENGLAND ON STATE HIGHWAY
 EJ1689'30, ON THE PROPERTY OF A.J. HUGHES/WHO LIVES 0.5 MILE NORTH
 EJ1689'OF THE STATION), IN THE NORTHWEST ANGLE OF THE JUNCTION
 EJ1689'OF AN EAST-WEST ROAD AND A ROAD LEADING NORTH AND JUST WEST
 EJ1689'OF AN ABANDONED STORE.  IT IS 42 FEET NORTH OF THE CENTERLINE
 EJ1689'OF THE EAST-WEST ROAD, 12 FEET NORTH OF THE HIGHWAY
 EJ1689'RIGHT-OF-WAY, 183 FEET WEST OF THE CENTER OF THE ROAD LEADING
 EJ1689'NORTH AND 107 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 EJ1689'CORNER OF THE OLD ABANDONED STORE.  IT IS A STANDARD
 EJ1689'DISK, STAMPED HORSESHOE 1940, 14 INCHES BELOW THE SURFACE
 EJ1689'OF THE GROUND.
 EJ1689'
 EJ1689'REFERENCE MARK NO. 3 IS 106.05 FEET EAST-NORTHEAST OF THE
 EJ1689'STATION, 81 FEET WEST OF THE CENTER OF THE ROAD LEADING
 EJ1689'NORTH, 72 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 EJ1689'ROAD AND 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EJ1689'OLD STORE BUILDING.  IT IS A STANDARD DISK, STAMPED HORSESHOE
 EJ1689'NO 3 1940, PROJECTING 4 INCHES.
 EJ1689'
 EJ1689'REFERENCE MARK NO. 4 IS 76.29 FEET EAST-SOUTHEAST OF THE
 EJ1689'STATION AT THE NORTH EDGE OF A CULTIVATED FIELD, 31 FEET
 EJ1689'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 156 FEET
 EJ1689'WEST OF THE PROJECTED CENTERLINE OF THE ROAD LEADING NORTH,
 EJ1689'AND 128 FEET SOUTH WEST OF THE SOUTHWEST CORNER OF THE OLD
 EJ1689'STORE BUILDING.  IT IS A STANDARD DISK, STAMPED HORSESHOE
 EJ1689'NO 4 1940, PROJECTING 6 INCHES.
 EJ1689'
 EJ1689'THE AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION ON PROPERTY
 EJ1689'OWNED BY B.D. GIBBS, AT THE NORTH EDGE OF A PASTURE AND
 EJ1689'ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A CULTIVATED
 EJ1689'FIELD, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET
 EJ1689'EAST OF A POWER POLE, AND ON THE TOP OF A SMALL CUT BANK.
 EJ1689'IT IS A STANDARD DISK, STAMPED HORSESHOE 1940 RESET 1958,
 EJ1689'PROJECTING 6 INCHES.
 EJ1689'
 EJ1689'TO REACH THE STATION FROM THE SMALL COMMUNITY OF KEO, WHICH
 EJ1689'IS 10 MILES NORTH OF ENGLAND ON STATE HIGHWAY 30, GO WEST
 EJ1689'ON BLACK TOP ROAD JUST SOUTH OF A COTTON GIN, FOR 3.5 MILES
 EJ1689'TO THE JUNCTION WITH A SIDE ROAD LEADING NORTH AND THE STATION
 EJ1689'IN THE NORTHWEST ANGLE.  TO REACH THE AZIMUTH MARK CONTINUE
 EJ1689'WEST FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 EJ1689
 EJ1689                          STATION RECOVERY (1962)
 EJ1689
 EJ1689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ1689'STATION AND AZIMUTH MARKS FOUND IN GOOD CONDITION.  R.MS.
 EJ1689'NOT FOUND, PROBABLY DESTROYED BY ROAD WIDENING.
 EJ1689'
 EJ1689'STATION IS NOW 101 FEET W OF WEST SIDE OF OLD STORE WITH
 EJ1689'FACADE.  THE AZIMUTH MARK IS NOW 35 WEST OF NORTH FENCE.
 EJ1689
 EJ1689                          STATION RECOVERY (1967)
 EJ1689
 EJ1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1689'STATION MARK, AZIMUTH MARK, REFERENCE MARKS 3 AND 4 WERE
 EJ1689'RECOVERED IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT
 EJ1689'OF THE MARKS.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EJ1689'
 EJ1689'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF KEO AND ON
 EJ1689'LAND OWNED BY A.J. HUGHES.
 EJ1689'
 EJ1689'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 130 AND 232
 EJ1689'IN KEO, GO WEST ON STATE HIGHWAY 232 FOR 3.8 MILES TO THE
 EJ1689'JUNCTION OF TEMPLETON ROAD LEADING NORTH AND THE STATION
 EJ1689'IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TO REACH THE
 EJ1689'AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY FOR
 EJ1689'0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EJ1689'
 EJ1689'STATION MARK IS A STANDARD DISK, STAMPED HORSESHOE 1940,
 EJ1689'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST 14 INCHES
 EJ1689'BELOW THE GROUND SURFACE.  IT IS 186 FEET WEST OF THE CENTER
 EJ1689'OF TEMPLETON ROAD, 71 FEET WEST OF A TELEPHONE LINE POLE,
 EJ1689'43 FEET NORTH OF THE CENTER OF THE HIGHWAY AND IN THE SOUTH
 EJ1689'EDGE OF A CULTIVATED FIELD.
 EJ1689'
 EJ1689'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HORSESHOE NO
 EJ1689'3 1940, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 EJ1689'4 INCHES.  IT IS 83 FEET WEST OF THE CENTER OF TEMPLETON
 EJ1689'ROAD, 71 FEET NORTH OF THE CENTER OF THE HIGHWAY, 33 FEET
 EJ1689'NORTHEAST OF A TELEPHONE LINE POLE AND 1 FOOT NORTHEAST
 EJ1689'OF A WITNESS POST.
 EJ1689'
 EJ1689'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED HORSESHOE NO
 EJ1689'4 1940, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 EJ1689'3 INCHES.  IT IS 158 FEET WEST OF THE JUNCTION OF THE HIGHWAY
 EJ1689'AND TEMPLETON ROAD, 94 FEET SOUTHEAST OF THE TELEPHONE LINE
 EJ1689'POLE, 31 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT
 EJ1689'NORTH OF A FENCE.
 EJ1689'
 EJ1689'AZIMUTH MARK IS A STANDARD DISK, STAMPED HORSESHOE 1940
 EJ1689'RESET 1958, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 EJ1689'4 INCHES.  IT IS 91 FEET EAST OF THE EAST GATE POST OF A
 EJ1689'GATE, 88 FEET SOUTHEAST OF A TELEPHONE LINE POLE, 31 FEET
 EJ1689'SOUTH OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF A METAL
 EJ1689'WITNESS POST AND IN AN EAST-WEST FENCE LINE.
 EJ1689
 EJ1689                          STATION RECOVERY (1998)
 EJ1689
 EJ1689'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EJ1689'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0851 ***********************************************************************
 EK0851  DESIGNATION -  HORSESHOE
 EK0851  PID         -  EK0851
 EK0851  STATE/COUNTY-  AR/SCOTT
 EK0851  USGS QUAD   -  HORSESHOE MOUNTAIN (1979)
 EK0851
 EK0851                         *CURRENT SURVEY CONTROL
 EK0851  ___________________________________________________________________
 EK0851* NAD 83(1997)-  34 46 27.23417(N)    094 17 18.41108(W)     ADJUSTED  
 EK0851* NAVD 88     -       525.     (meters)    1722.     (feet)  SCALED    
 EK0851  ___________________________________________________________________
 EK0851  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 EK0851  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EK0851
 EK0851  HORZ ORDER  -  FIRST
 EK0851
 EK0851.The horizontal coordinates were established by classical geodetic methods
 EK0851.and adjusted by the National Geodetic Survey in September 1999..
 EK0851
 EK0851.The orthometric height was scaled from a topographic map.
 EK0851
 EK0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0851
 EK0851.The geoid height was determined by GEOID03.
 EK0851
 EK0851;                    North         East     Units Scale Factor Converg.
 EK0851;SPC AR N     -    51,349.060   190,531.148   MT  1.00003508   -1 19 53.9
 EK0851;SPC AR N     -   168,467.71    625,100.94   sFT  1.00003508   -1 19 53.9
 EK0851;SPC AR S     -   636,104.455   190,536.729   MT  1.00000170   -1 16 51.0
 EK0851;SPC AR S     - 2,086,952.70    625,119.25   sFT  1.00000170   -1 16 51.0
 EK0851;UTM  15      - 3,848,762.827   382,101.511   MT  0.99977132   -0 44 05.8
 EK0851
 EK0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0851!SPC AR N     -   0.99992242  x   1.00003508  =   0.99995750
 EK0851!SPC AR S     -   0.99992242  x   1.00000170  =   0.99992412
 EK0851!UTM  15      -   0.99992242  x   0.99977132  =   0.99969376
 EK0851
 EK0851|---------------------------------------------------------------------|
 EK0851| PID    Reference Object                     Distance      Geod. Az  |
 EK0851|                                                           dddmmss.s |
 EK0851| CX6504 HORSESHOE RM 1                       19.324 METERS 28113     |
 EK0851| CX6505 HORSESHOE RM 2                       17.842 METERS 31149     |
 EK0851| EK0848 POTEAU                              APPROX.22.4 KM 3391749.4 |
 EK0851|---------------------------------------------------------------------|
 EK0851
 EK0851                          SUPERSEDED SURVEY CONTROL
 EK0851
 EK0851  NAD 83(1997)-  34 46 27.23881(N)    094 17 18.40992(W) AD(       ) 1
 EK0851  NAD 83(1986)-  34 46 27.23969(N)    094 17 18.40399(W) AD(       ) 1
 EK0851  NAD 27      -  34 46 26.87400(N)    094 17 17.63100(W) AD(       ) 1
 EK0851
 EK0851.Superseded values are not recommended for survey control.
 EK0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0851.See file dsdata.txt to determine how the superseded data were derived.
 EK0851
 EK0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8210248763(NAD 83)
 EK0851_MARKER: DS = TRIANGULATION STATION DISK
 EK0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0851
 EK0851  HISTORY     - Date     Condition        Report By
 EK0851  HISTORY     - 1952     MONUMENTED       CGS
 EK0851  HISTORY     - 1959     GOOD             CGS
 EK0851
 EK0851                          STATION DESCRIPTION
 EK0851
 EK0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0851'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF WALDRON
 EK0851'AND 13-1/2 MILES NORTHWEST OF MENA ON THE HIGHEST POINT OF
 EK0851'HORSESHOE MOUNTAIN AND JUST WEST OF HORSESHOE MOUNTAIN LOOKOUT
 EK0851'TOWER.  IT IS 16 FEET SOUTHWEST OF THE NORTHWEST LEG OF THE
 EK0851'TOWER.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 EK0851'HORSESHOE 1952.
 EK0851'
 EK0851'NO SUITABLE SPOT WAS FOUND FOR AN AZIMUTH MARK AND NONE
 EK0851'WAS SET.
 EK0851'
 EK0851'TO REACH THE STATION FROM MENA, FROM THE JUNCTION OF U.S.
 EK0851'HIGHWAY 71 AND STATE HIGHWAY 8, GO NORTHERLY ON U.S. HIGHWAY
 EK0851'71 FOR 14.05 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 EK0851'WEST ON A GRAVEL ROAD FOR 4.0 MILES TO A FORK, TAKE THE LEFT
 EK0851'FORK AND GO 4.35 MILES TO A T INTERSECTION, TURN RIGHT AND
 EK0851'GO 2.85 MILES TO A SIDE ROAD LEFT, TURN LEFT ON THE TIN
 EK0851'TOP ROAD AND GO 3.3 MILES TO A CROSSROAD, TURN LEFT AND GO
 EK0851'1.0 MILE TO A REVERSE FORK, TURN SHARP LEFT AND GO ON THE
 EK0851'FORREST SERVICE TRAIL FOR 0.9 MILE TO THE STATION AS
 EK0851'DESCRIBED.
 EK0851'
 EK0851'R.M. NO. 1 IS SET IN A SMALL IRREGULAR SHAPED BOULDER THAT
 EK0851'PROJECTS SLIGHTLY, AND IS LOCATED IN THE CENTER OF THE ROAD
 EK0851'THAT LEADS TO THE STATION.  IT IS ABOUT 4 FEET LOWER THEN
 EK0851'THE STATION MARK.  IT IS FLUSH WITH THE BOULDER AND IS STAMPED
 EK0851'HORSESHOE NO 1 1952.
 EK0851'
 EK0851'R.M. NO. 2 IS SET IN AN EXPOSED BOULDER THAT IS ABOUT 2 FEET
 EK0851'LONG AND 1 FOOT WIDE, AND PROJECTS ABOUT 8 INCHES.  IT IS LOCATED
 EK0851'ABOUT 20 FEET NORTH OF THE ROAD AND AT THE EDGE OF A CLEARING.
 EK0851'THE MARK IS ABOUT 4 FEET LOWER THEN THE STATION MARK AND THE DISK
 EK0851'IS STAMPED HORSESHOE NO 2 1952.
 EK0851'
 EK0851'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0851
 EK0851                          STATION RECOVERY (1959)
 EK0851
 EK0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0851'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 EK0851'GOOD CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 EK0851'THE HORSESHOE MOUNTAIN LOOKOUT TOWER HAS BEEN REMOVED BUT
 EK0851'THE CONCRETE FOUNDATIONS REMAIN AND THE STATION CAN BE RECOVERED
 EK0851'FROM THE FOUNDATIONS.
 EK0851'
 EK0851'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM MENA
 EK0851'IS ADEQUATE.  FOLLOWING IS A DESCRIPTION TO REACH THE STATION
 EK0851'FROM WALDRON.
 EK0851'
 EK0851'TO REACH FROM WALDRON, FROM THE COURT HOUSE, GO SOUTH ON
 EK0851'U.S. HIGHWAY 71 FOR 4.1 MILES TO CROSSROADS AT A SERVICE
 EK0851'STATION IN SOUTHWEST ANGLE, TURN RIGHT AND GO WESTERLY FOR
 EK0851'8.35 MILES TO A REVERSE FORK AT A CHURCH, CONTINUE SOUTHWEST
 EK0851'ON MAIN ROAD FOR 2.45 MILES TO A SIDE ROAD LEFT, CONTINUE
 EK0851'STRAIGHT AHEAD ON MAIN ROAD FOR 1.3 MILES TO A SIDE ROAD
 EK0851'RIGHT AT A HOUSE ON RIGHT, TURN RIGHT AND GO WEST AND SOUTH
 EK0851'FOR 5.0 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD FOR
 EK0851'1.05 MILES TO A TRACK ROAD ON LEFT, TURN SHARP LEFT AND
 EK0851'FOLLOW AN OLD ABANDONED ROAD ALONG CREST OF RIDGE FOR 1.0
 EK0851'MILE TO STATION SITE.
 EK0851'
 EK0851'R.M. NO. 1 IS IN A ROCK JUST SOUTH OF THE SOUTH TRACK OF THE
 EK0851'OLD ROAD.  R.M. NO. 2 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2943 ***********************************************************************
 EH2943  DESIGNATION -  HORTON
 EH2943  PID         -  EH2943
 EH2943  STATE/COUNTY-  AR/ARKANSAS
 EH2943  USGS QUAD   -  INDIAN BAY SE (1967)
 EH2943
 EH2943                         *CURRENT SURVEY CONTROL
 EH2943  ___________________________________________________________________
 EH2943* NAD 83(1997)-  34 15 53.16839(N)    091 07 09.02702(W)     ADJUSTED  
 EH2943* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 EH2943  ___________________________________________________________________
 EH2943  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 EH2943  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH2943
 EH2943  HORZ ORDER  -  SECOND
 EH2943
 EH2943.The horizontal coordinates were established by classical geodetic methods
 EH2943.and adjusted by the National Geodetic Survey in September 1999..
 EH2943
 EH2943.The orthometric height was scaled from a topographic map.
 EH2943
 EH2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2943
 EH2943.The geoid height was determined by GEOID03.
 EH2943
 EH2943;                    North         East     Units Scale Factor Converg.
 EH2943;SPC AR S     -   577,598.877   481,114.601   MT  0.99992652   +0 29 34.8
 EH2943;SPC AR S     - 1,895,005.65  1,578,456.82   sFT  0.99992652   +0 29 34.8
 EH2943;UTM  15      - 3,793,114.193   673,160.920   MT  0.99996962   +1 03 33.1
 EH2943
 EH2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2943!SPC AR S     -   0.99999524  x   0.99992652  =   0.99992176
 EH2943!UTM  15      -   0.99999524  x   0.99996962  =   0.99996486
 EH2943
 EH2943:                Primary Azimuth Mark                     Grid Az
 EH2943:SPC AR S     -  FLAT LAKE LOOKOUT TOWER                  134 09 03.7
 EH2943:UTM  15      -  FLAT LAKE LOOKOUT TOWER                  133 35 05.4
 EH2943
 EH2943|---------------------------------------------------------------------|
 EH2943| PID    Reference Object                     Distance      Geod. Az  |
 EH2943|                                                           dddmmss.s |
 EH2943| EH2953 FLAT LAKE LOOKOUT TOWER             APPROX. 7.7 KM 1343838.5 |
 EH2943| CY6259 HORTON RM 1                          25.409 METERS 14533     |
 EH2943| CY6260 HORTON RM 2                          31.687 METERS 22955     |
 EH2943| CY6258 HORTON AZ MK                                       2804013.4 |
 EH2943|---------------------------------------------------------------------|
 EH2943
 EH2943                          SUPERSEDED SURVEY CONTROL
 EH2943
 EH2943  NAD 83(1997)-  34 15 53.17412(N)    091 07 09.02446(W) AD(       ) 2
 EH2943  NAD 83(1986)-  34 15 53.17617(N)    091 07 09.02256(W) AD(       ) 2
 EH2943  NAD 27      -  34 15 52.80912(N)    091 07 08.60657(W) AD(       ) 2
 EH2943
 EH2943.Superseded values are not recommended for survey control.
 EH2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2943.See file dsdata.txt to determine how the superseded data were derived.
 EH2943
 EH2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7316193114(NAD 83)
 EH2943_MARKER: DS = TRIANGULATION STATION DISK
 EH2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2943
 EH2943  HISTORY     - Date     Condition        Report By
 EH2943  HISTORY     - 1965     MONUMENTED       CGS
 EH2943
 EH2943                          STATION DESCRIPTION
 EH2943
 EH2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2943'STATION IS ABOUT 8 MILES SOUTH OF ST. CHARLES, ON THE WEST
 EH2943'EDGE OF THE U.S. WHITE RIVER NATIONAL WILDLIFE REFUGE, NEAR
 EH2943'THE CENTER OF THE SOUTH EDGE OF SECTION 9, T. 5 S., R. 1 W.,
 EH2943'AND ON THE PROPERTY OF MR. ERNEST HORTON.
 EH2943'
 EH2943'TO REACH THE STATION FROM THE POST OFFICE IN ST. CHARLES,
 EH2943'GO SOUTHWEST AND WEST ON STATE HIGHWAY 1 AND 17 FOR 1.4 MILES
 EH2943'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 17
 EH2943'FOR 6.0 MILES TO A CROSSROAD IN THE SMALL COMMUNITY OF ETHEL.
 EH2943'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO A
 EH2943'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0
 EH2943'MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 EH2943'FOR 0.5 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 EH2943'GRAVELED ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT AND THE
 EH2943'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE GRAVELED
 EH2943'ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT AND A DRIVEWAY ON
 EH2943'THE RIGHT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR
 EH2943'1.05 MILES TO A WIRE GATE, THE ENTRANCE TO THE U.S. WHITE
 EH2943'RIVER NATIONAL WILDLIFE REFUGE.  PASS THROUGH THE GATE
 EH2943'AND GO ABOUT 50 FEET TO A Y-FORK.  TAKE THE LEFT FORK
 EH2943'AND GO EAST ON A DIRT ROAD FOR 0.05 MILE TO THE STATION
 EH2943'ON THE LEFT.
 EH2943'
 EH2943'STATION MARKS ARE STANDARD DISKS STAMPED HORTON 1965.  THE
 EH2943'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS 12
 EH2943'INCHES UNDERGROUND.  IT IS 94 FEET NORTH OF THE CENTERLINE
 EH2943'OF THE DIRT ROAD, 84 FEET NORTHWEST OF A METAL WITNESS POST,
 EH2943'82 FEET NORTHEAST OF A 10 INCH OAK TREE WITH A TRIANGULAR
 EH2943'BLAZE ON THE SOUTHWEST SIDE, 70 FEET NORTH OF A WIRE FENCE,
 EH2943'AND 28 FEET WEST OF A 10 INCH OAK TREE.  THE UNDERGROUND
 EH2943'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 EH2943'THE SURFACE OF THE GROUND.
 EH2943'
 EH2943'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HORTON NO 1
 EH2943'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2943'3 INCHES.  IT IS 24 FEET NORTH OF THE CENTERLINE OF THE DIRT
 EH2943'ROAD, 2 FEET WEST OF THE METAL WITNESS POST, AND 1 FOOT
 EH2943'NORTH OF THE WIRE FENCE.
 EH2943'
 EH2943'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HORTON NO 2 1965,
 EH2943'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH2943'IT IS 21 FEET SOUTHWEST OF THE 10 INCH TRIANGULAR BLAZED
 EH2943'OAK TREE, 21 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD,
 EH2943'12 FEET SOUTHEAST OF A 20 INCH OAK TREE, 6 FEET SOUTH OF A
 EH2943'16 INCH OAK TREE, AND 1 FOOT NORTH OF THE WIRE FENCE.
 EH2943'
 EH2943'AZIMUTH MARK, A STANDARD DISK STAMPED HORTON 1965, IS SET
 EH2943'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 EH2943'72 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAMED HOUSE,
 EH2943'30 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 26 FEET NORTH
 EH2943'OF THE CENTERLINE OF A DRIVEWAY, AND 2 FEET SOUTH OF A POWER
 EH2943'POLE.
 EH2943'
 EH2943'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1951 ***********************************************************************
 EJ1951  DESIGNATION -  HOT SPRINGS 2
 EJ1951  PID         -  EJ1951
 EJ1951  STATE/COUNTY-  AR/GARLAND
 EJ1951  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1951
 EJ1951                         *CURRENT SURVEY CONTROL
 EJ1951  ___________________________________________________________________
 EJ1951* NAD 83(1997)-  34 29 04.70737(N)    093 05 39.70111(W)     ADJUSTED  
 EJ1951* NAVD 88     -       165.84   (+/-2cm)     544.1    (feet)  VERTCON   
 EJ1951  ___________________________________________________________________
 EJ1951  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 EJ1951  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ1951
 EJ1951  HORZ ORDER  -  THIRD
 EJ1951  VERT ORDER  -  THIRD ? (See Below)
 EJ1951
 EJ1951.This mark is at Memorial Field Airport (HOT)
 EJ1951
 EJ1951.The horizontal coordinates were established by classical geodetic methods
 EJ1951.and adjusted by the National Geodetic Survey in September 1999..
 EJ1951
 EJ1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1951.The vertical order pertains to the NGVD 29 superseded value.
 EJ1951
 EJ1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1951
 EJ1951.The geoid height was determined by GEOID03.
 EJ1951
 EJ1951;                    North         East     Units Scale Factor Converg.
 EJ1951;SPC AR S     -   602,175.857   299,482.454   MT  0.99994926   -0 36 45.0
 EJ1951;SPC AR S     - 1,975,638.62    982,552.02   sFT  0.99994926   -0 36 45.0
 EJ1951;UTM  15      - 3,815,898.168   491,335.726   MT  0.99960093   -0 03 12.3
 EJ1951
 EJ1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1951!SPC AR S     -   0.99997825  x   0.99994926  =   0.99992751
 EJ1951!UTM  15      -   0.99997825  x   0.99960093  =   0.99957919
 EJ1951
 EJ1951:                Primary Azimuth Mark                     Grid Az
 EJ1951:SPC AR S     -  HOT SPRINGS OBSERVATION TOWER            051 22 23.0
 EJ1951:UTM  15      -  HOT SPRINGS OBSERVATION TOWER            050 48 50.3
 EJ1951
 EJ1951|---------------------------------------------------------------------|
 EJ1951| PID    Reference Object                     Distance      Geod. Az  |
 EJ1951|                                                           dddmmss.s |
 EJ1951| EJ1920 HOT SPRINGS OBSERVATION TOWER       APPROX. 5.7 KM 0504538.0 |
 EJ1951| EJ1950 HOT SPRINGS OAKLAWN PARK CUP        APPROX. 3.2 KM 0910051.2 |
 EJ1951| EJ1948 HOT SPRINGS                          35.796 METERS 20532     |
 EJ1951| EJ1955 AIRPORT BN HOT SPRINGS MEM FLD      261.223 METERS 21048     |
 EJ1951| EJ1587 HOT SPRINGS AZ MK                                  2485232.7 |
 EJ1951| CX6508 HOT SPRINGS 2 RM 1                   36.667 METERS 30805     |
 EJ1951| CX6509 HOT SPRINGS 2 RM 2                   17.691 METERS 35309     |
 EJ1951|---------------------------------------------------------------------|
 EJ1951
 EJ1951                          SUPERSEDED SURVEY CONTROL
 EJ1951
 EJ1951  NAD 83(1986)-  34 29 04.71824(N)    093 05 39.69320(W) AD(       ) 3
 EJ1951  NAD 27      -  34 29 04.40003(N)    093 05 39.04004(W) AD(       ) 3
 EJ1951  NGVD 29 (07/19/86)  165.84   (m)          544.1    (f) LEVELING    3  
 EJ1951
 EJ1951.Superseded values are not recommended for survey control.
 EJ1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1951.See file dsdata.txt to determine how the superseded data were derived.
 EJ1951
 EJ1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9133615898(NAD 83)
 EJ1951_MARKER: DS = TRIANGULATION STATION DISK
 EJ1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1951
 EJ1951  HISTORY     - Date     Condition        Report By
 EJ1951  HISTORY     - 1960     MONUMENTED       CGS
 EJ1951  HISTORY     - 1963     GOOD             CGS
 EJ1951  HISTORY     - 1965     GOOD             CGS
 EJ1951  HISTORY     - 1983     GOOD             NGS
 EJ1951
 EJ1951                          STATION DESCRIPTION
 EJ1951
 EJ1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 EJ1951'THE STATION IS LOCATED AT THE HOT SPRINGS AIRPORT, MEMORIAL
 EJ1951'FIELD, IN THE NORTHWEST AREA OF THE FIELD, ABOUT 7 FEET
 EJ1951'SOUTH OF THE SOUTHEAST CORNER OF THE MAIN BUILDING OF THE
 EJ1951'ARKANSAS AIR NATIONAL GUARD.  IT IS A STANDARD DISK STAMPED
 EJ1951'HOT SPRINGS 2 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT
 EJ1951'1 INCH.
 EJ1951'
 EJ1951'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOT SPRINGS
 EJ1951'1956 IN A CONCRETE CYLINDER PROJECTING ABOUT 6 INCHES.  IT IS
 EJ1951'45-1/2 FEET NORTHWEST OF THE CENTER OF HIGHWAY NO. U.S. 70
 EJ1951'AND 4 FEET SOUTHEAST OF THE FENCE LINE.
 EJ1951'
 EJ1951'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HOT SPRINGS
 EJ1951'2 1960 NO. 1 IN THE CONCRETE RIM OF A STORM SEWER INTAKE 32
 EJ1951'YARDS WEST OF THE MAIN ENTRANCE TO THE BUILDING AND IN THE
 EJ1951'FRONT YARD OR LAWN OF THE AREA.  IT IS ABOUT FLUSH WITH THE
 EJ1951'SURFACE OF THE LAWN.
 EJ1951'
 EJ1951'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HOT SPRINGS
 EJ1951'2 1960 NO. 2 SET IN THE CONCRETE BASE OF THE FLAGPOLE AND IS
 EJ1951'ABOUT 15 FEET WEST OF THE MAIN BUILDING ENTRANCE.
 EJ1951'
 EJ1951'TO REACH FROM THE COMO HOTEL IN THE CENTER OF HOT SPRINGS, GO
 EJ1951'WEST ON HIGHWAY NO. 70 , 02.5 MILES TO THE JUNCTION OF HIGHWAYS
 EJ1951'NOS. 70 AND 270.  TAKE THE LEFT FORK AND CONTINUE SOUTHWEST
 EJ1951'OF NO. 70 , 00.8 MILE TO THE ENTRANCE TO THE ARKANSAS AIR
 EJ1951'NATIONAL GUARD ON THE LEFT AND THE STATION AS DESCRIBED.
 EJ1951'
 EJ1951'TO REACH THE AZIMUTH MARK CONTINUE ON THE HIGHWAY 0.35 MILE
 EJ1951'TO THE MARK ON THE RIGHT AS DESCRIBED.
 EJ1951
 EJ1951                          STATION RECOVERY (1963)
 EJ1951
 EJ1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1951'THE STATION, AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 EJ1951'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 EJ1951'.10 FOOT SHORTER THAN PREVIOUSLY MEASURED.  THE DISTANCE TO
 EJ1951'REFERENCE MARK 2 WAS FOUND TO BE .02 FOOT LONGER THAN PREVIOUSLY
 EJ1951'MEASURED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED.  THE
 EJ1951'DIRECTION TO REFERENCE MARK 2 DID NOT CHECK BY 1 MINUTE AND 42
 EJ1951'SECONDS.
 EJ1951'
 EJ1951'A NEW DESCRIPTION FOLLOWS.
 EJ1951'
 EJ1951'THE STATION IS LOCATED AT THE HOT SPRINGS MEMORIAL FIELD,
 EJ1951'AIRPORT, IN THE NORTHWEST AREA OF THE FIELD, ABOUT 7 FEET
 EJ1951'SOUTH OF THE SOUTHEAST CORNER OF THE MAIN BUILDING OF THE
 EJ1951'ARKANSAS AIR NATIONAL GUARD.  IT IS 7 FEET SOUTH OF THE SOUTHEAST
 EJ1951'CORNER OF THE AIR NATIONAL GUARD BUILDING, 59 FEET SOUTH OF A
 EJ1951'FLAGPOLE, AND 4 FEET NORTH-NORTHEAST OF AN IRON MANHOLE COVER.
 EJ1951'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HOT SPRINGS
 EJ1951'2 1960.
 EJ1951'
 EJ1951'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 EJ1951'OF U.S. HIGHWAY 70 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 EJ1951'RIGHT.
 EJ1951'
 EJ1951'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOT SPRINGS
 EJ1951'2 1960 NO 1, CEMENTED IN A DRILLED HOLE IN THE RIM OF A STORM
 EJ1951'SEWER INTAKE THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 EJ1951'IS 122 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 EJ1951'AND 85 FEET NORTHWEST OF THE FLAGPOLE.
 EJ1951'
 EJ1951'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOT SPRINGS 2 1960
 EJ1951'NO 2, CEMENTED IN A DRILLED HOLE IN THE SOUTH EDGE OF THE
 EJ1951'CONCRETE BASE OF THE FLAGPOLE THAT IS FLUSH WITH THE SURFACE
 EJ1951'OF THE GROUND.  IT IS 2 FEET SOUTH OF THE FLAGPOLE.
 EJ1951'
 EJ1951'THE AZIMUTH MARK IS 45 FEET NORTHWEST OF THE CENTERLINE OF
 EJ1951'U.S. HIGHWAY 70, 4 FEET SOUTH OF A WIRE FENCE, AND 4 FEET SOUTH
 EJ1951'OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 EJ1951'IS STAMPED HOT SPRINGS 1956.
 EJ1951'
 EJ1951'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 EJ1951
 EJ1951                          STATION RECOVERY (1965)
 EJ1951
 EJ1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 EJ1951'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 EJ1951'MARK WERE FOUND TO BE IN GOOD CONDITION.  RECOVERED AS DESCRIBED
 EJ1951'WITH THE FOLLOWING EXCEPTION--THE STATION MARK IS 7 FEET
 EJ1951'SOUTH OF THE SOUTHWEST CORNER OF THE MAIN BUILDING OF THE
 EJ1951'ARKANSAS AIR NATIONAL GUARD.
 EJ1951
 EJ1951                          STATION RECOVERY (1983)
 EJ1951
 EJ1951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EJ1951'RECOVERED STATION, RM 1, RM 2, AND THE AZI MARK IN GOOD CONDITION,
 EJ1951'AS DESCRIBED.
 EJ1951'
 EJ1951'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOT SPRINGS
 EJ1951'MEMORIAL FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1301 ***********************************************************************
 EJ1301  DESIGNATION -  HOT SPRINGS BM
 EJ1301  PID         -  EJ1301
 EJ1301  STATE/COUNTY-  AR/GARLAND
 EJ1301  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1301
 EJ1301                         *CURRENT SURVEY CONTROL
 EJ1301  ___________________________________________________________________
 EJ1301* NAD 83(1986)-  34 30 29.     (N)    093 03 17.     (W)     SCALED    
 EJ1301* NAVD 88     -       184.145  (meters)     604.15   (feet)  ADJUSTED  
 EJ1301  ___________________________________________________________________
 EJ1301  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EJ1301  DYNAMIC HT  -         183.964 (meters)     603.56  (feet)  COMP
 EJ1301  MODELED GRAV-     979,646.9   (mgal)                       NAVD 88
 EJ1301
 EJ1301  VERT ORDER  -  SECOND    CLASS 0
 EJ1301
 EJ1301.The horizontal coordinates were scaled from a topographic map and have
 EJ1301.an estimated accuracy of +/- 6 seconds.
 EJ1301
 EJ1301.The orthometric height was determined by differential leveling
 EJ1301.and adjusted by the National Geodetic Survey in June 1991..
 EJ1301
 EJ1301.The geoid height was determined by GEOID03.
 EJ1301
 EJ1301.The dynamic height is computed by dividing the NAVD 88
 EJ1301.geopotential number by the normal gravity value computed on the
 EJ1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1301.degrees latitude (g = 980.6199 gals.).
 EJ1301
 EJ1301.The modeled gravity was interpolated from observed gravity values.
 EJ1301
 EJ1301;                    North         East    Units  Estimated Accuracy
 EJ1301;SPC AR S     -   604,740.      303,150.      MT  (+/- 180 meters Scaled)
 EJ1301
 EJ1301                          SUPERSEDED SURVEY CONTROL
 EJ1301
 EJ1301  NGVD 29 (??/??/92)  184.14   (m)          604.1    (f) COMPUTED    2 0
 EJ1301
 EJ1301.Superseded values are not recommended for survey control.
 EJ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1301.See file dsdata.txt to determine how the superseded data were derived.
 EJ1301
 EJ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU949184(NAD 83)
 EJ1301_MARKER: DB = BENCH MARK DISK
 EJ1301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1301_SP_SET: MONUMENT
 EJ1301_STAMPING: HOT SPRINGS 1934
 EJ1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1301+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 EJ1301
 EJ1301  HISTORY     - Date     Condition        Report By
 EJ1301  HISTORY     - 1934     MONUMENTED       CGS
 EJ1301  HISTORY     - 1965     GOOD             NGS
 EJ1301  HISTORY     - 20060110 GOOD             USPSQD
 EJ1301
 EJ1301                          STATION DESCRIPTION
 EJ1301
 EJ1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1301'IN HOT SPRINGS.
 EJ1301'AT NORTH POINT OF TRIANGULAR PARK FOR MONUMENT TO CONFEDERATE
 EJ1301'SOLDIERS.  52.4 FEET NORTH OF BASE OF SOLDIERS MONUMENT.  41.4 FEET
 EJ1301'WEST OF CENTERLINE OF CENTRAL AVENUE (ST.HWY.7).  39.4 FEET SOUTHEAST
 EJ1301'OF CENTERLINE OF OUACHITA AVE (U.S.HWY.70).  1.8 FT. EAST OF TROLLEY
 EJ1301'LINE POLE.  NOTE-- TROLLEY LINE POLE HAS BEEN REMOVED.
 EJ1301
 EJ1301                          STATION RECOVERY (1965)
 EJ1301
 EJ1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EJ1301'RECOVERED IN GOOD CONDITION.
 EJ1301
 EJ1301                          STATION RECOVERY (2006)
 EJ1301
 EJ1301'RECOVERY NOTE BY US POWER SQUADRON 2006
 EJ1301'IN HOT SPRINGS AT NORTH POINT OF TRIANGULAR PARK FOR MONUMENT TO
 EJ1301'CONFEDERATE SOLDIERS.  PARK IS BORDERD ON THE SOUTH BY MARKET STREET,
 EJ1301'ON THE EAST BY CENTRAL AVE. AND ON THE NORTHWEST BY OUACHITA AVE. (US
 EJ1301'70 HAS BEEN REROUTED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1949 ***********************************************************************
 EJ1949  DESIGNATION -  HOT SPRINGS MEM FLD APT STA ARP
 EJ1949  PID         -  EJ1949
 EJ1949  STATE/COUNTY-  AR/GARLAND
 EJ1949  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1949
 EJ1949                         *CURRENT SURVEY CONTROL
 EJ1949  ___________________________________________________________________
 EJ1949* NAD 83(1997)-  34 28 41.62890(N)    093 05 44.97970(W)     ADJUSTED  
 EJ1949* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 EJ1949  ___________________________________________________________________
 EJ1949  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 EJ1949  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EJ1949
 EJ1949  HORZ ORDER  -  THIRD
 EJ1949
 EJ1949.The horizontal coordinates were established by classical geodetic methods
 EJ1949.and adjusted by the National Geodetic Survey in September 1999..
 EJ1949
 EJ1949.The orthometric height was scaled from a topographic map.
 EJ1949
 EJ1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1949
 EJ1949.The geoid height was determined by GEOID03.
 EJ1949
 EJ1949;                    North         East     Units Scale Factor Converg.
 EJ1949;SPC AR S     -   601,466.230   299,340.170   MT  0.99994838   -0 36 48.0
 EJ1949;SPC AR S     - 1,973,310.46    982,085.21   sFT  0.99994838   -0 36 48.0
 EJ1949;UTM  15      - 3,815,187.434   491,200.419   MT  0.99960095   -0 03 15.3
 EJ1949
 EJ1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1949!SPC AR S     -   0.99997995  x   0.99994838  =   0.99992833
 EJ1949!UTM  15      -   0.99997995  x   0.99960095  =   0.99958091
 EJ1949
 EJ1949:                Primary Azimuth Mark                     Grid Az
 EJ1949:SPC AR S     -  HOT SPRINGS                              010 34 36.8
 EJ1949:UTM  15      -  HOT SPRINGS                              010 01 04.1
 EJ1949
 EJ1949|---------------------------------------------------------------------|
 EJ1949| PID    Reference Object                     Distance      Geod. Az  |
 EJ1949|                                                           dddmmss.s |
 EJ1949| EJ1948 HOT SPRINGS                         APPROX. 0.7 KM 0095748.8 |
 EJ1949|---------------------------------------------------------------------|
 EJ1949
 EJ1949                          SUPERSEDED SURVEY CONTROL
 EJ1949
 EJ1949  NAD 83(1986)-  34 28 41.63958(N)    093 05 44.97189(W) AD(       ) 3
 EJ1949  NAD 27      -  34 28 41.31800(N)    093 05 44.31900(W) AD(       ) 3
 EJ1949
 EJ1949.Superseded values are not recommended for survey control.
 EJ1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1949.See file dsdata.txt to determine how the superseded data were derived.
 EJ1949
 EJ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9120015187(NAD 83)
 EJ1949_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1949_STAMPING: ARP 1960
 EJ1949_MARK LOGO: CGS   
 EJ1949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1949+STABILITY: SURFACE MOTION
 EJ1949
 EJ1949  HISTORY     - Date     Condition        Report By
 EJ1949  HISTORY     - 1960     MONUMENTED       CGS
 EJ1949  HISTORY     - 1960     GOOD             CGS
 EJ1949  HISTORY     - 1970     GOOD             NGS
 EJ1949  HISTORY     - 1980     GOOD             NGS
 EJ1949  HISTORY     - 1983     GOOD             NGS
 EJ1949  HISTORY     - 19910325 GOOD             NGS
 EJ1949
 EJ1949                          STATION DESCRIPTION
 EJ1949
 EJ1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RS)
 EJ1949'AT HOT SPRINGS MEMORIAL DIELD, HOT SPRINGS, ARKANSAS.  THE
 EJ1949'STATION IS A BRONZE DISK SET IN CONCRETE.  IT IS 153.5 FEET
 EJ1949'NORTHEAST OF THE LIGHTED WIND TETRAHEDRON AND 90.4 FEET
 EJ1949'WEST OF THE SECOND RUNWAY LIGHT FROM THE RUNWAY INTERSECTION
 EJ1949'ALONG THE WEST EDGE OF THE NW-SE RUNWAY, AND 228.64 FEET
 EJ1949'SOUTH OF THE FIRST RUNWAY LIGHT FROM THE INTERSECTION ALONG
 EJ1949'THE SOUTH EDGE OF THE NE-SW RUNWAY.
 EJ1949
 EJ1949                          STATION RECOVERY (1960)
 EJ1949
 EJ1949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 EJ1949'THE STATION WAS RECOVERED AS DESCRIBED BY R.S. IN 1960 AND
 EJ1949'FOUND TO BE IN GOOD CONDITION.
 EJ1949
 EJ1949                          STATION RECOVERY (1970)
 EJ1949
 EJ1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BMR)
 EJ1949'STATION RECOVERED AS DESCRIBED.
 EJ1949
 EJ1949                          STATION RECOVERY (1980)
 EJ1949
 EJ1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 EJ1949'THE STATION WAS RECOVERED IN GOOD CONDITION A NEW DESCRIPTION
 EJ1949'FOLLOWS--
 EJ1949'
 EJ1949'THE STATION IS LOCATED AT MEMORIAL FIELD, HOT SPRINGS, ARKANSAS.
 EJ1949'SOUTH OF THE INTERSECTION OF RUNWAYS 5-23 AND 13-31.  153.5 FEET
 EJ1949'NORTHEAST OF AN OLD CONCRETE FOUNDATION (TETRAHEDRON BASE).  90.4
 EJ1949'WEST OF THE SECOND RUNWAY LIGHT SOUTHEAST OF RUNWAY INTERSECTION
 EJ1949'ON SOUTHWEST SIDE OF RUNWAY 31.  219.0 FEET SOUTH-SOUTHEAST OF THE
 EJ1949'FIRST RUNWAY LIGHT (LT NO. 32) SOUTHWEST OF THE RUNWAY INTERSECTION
 EJ1949'ON THE SOUTHEAST SIDE OF RUNWAY 5-23 AND 75.1 FEET SOUTHWEST OF THE
 EJ1949'SOUTHWEST EDGE OF RUNWAY 13-31.  THE STATION IS A STANDARD
 EJ1949'TOPOGRAPHIC DISK STAMPED ARP 1960 SET IN THE TOP OF A CONCRETE
 EJ1949'MONUMENT FLUSH WITH THE GROUND.
 EJ1949'
 EJ1949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOT SPRINGS
 EJ1949'MEMORIAL FIELD (AIRPORT).
 EJ1949
 EJ1949                          STATION RECOVERY (1983)
 EJ1949
 EJ1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EJ1949'THE STATION IS LOCATED SOUTH OF THE INTERSECTION OF RUNWAYS 5/23
 EJ1949'AND 13/31.  153.5 FEET NE OF AN OLD CONCRETE FOUNDATION (TETRAHEDRON
 EJ1949'BASE).  69.9 FEET SW OF THE 2ND RUNWAY LIGHT SE OF THE
 EJ1949'INTERSECTION.  219 FEET SSE OF THE FIRST RUNWAY LIGHT (NO. 32) SW OF
 EJ1949'THE RUNWAY INTERSECTION THE SE EDGE OF RWY 5/23.  AND 75.1 FEET
 EJ1949'SW OF THE SW EDGE OF RWY 13/31.
 EJ1949'
 EJ1949'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1960 SET
 EJ1949'IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EJ1949'
 EJ1949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOT SPRINGS
 EJ1949'MEMORIAL FIELD.
 EJ1949
 EJ1949                          STATION RECOVERY (1991)
 EJ1949
 EJ1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EJ1949'THE STATION IS LOCATED SOUTH OF THE INTERSECTION OF RWY 5/23 AND
 EJ1949'13/31, 153.5 FT (46.8 M) NE OF OLD CONCRETE FOUNDATION TETRAHENDRON
 EJ1949'BASE, 69.9 FT (21.3 M) SW OF THE SECOND RUNWAY LIGHT SE OF THE RWY
 EJ1949'INTERSECTION, 219.0 FT (66.8 M) SSE OF THE FIRST RWY LIGHT 32 SW OF
 EJ1949'THE RWY INTERSECTION ON THE SE EDGE OF RWY 5/23, AND 75.1 FT (22.9 M)
 EJ1949'SW OF THE SW EDGE OF RWY 13/31.  THE STATION IS A STANDARD TOPOGRAPHIC
 EJ1949'DISK STAMPED ARP 1960 AND SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 EJ1949'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1952 ***********************************************************************
 EJ1952  DESIGNATION -  HOT SPRINGS MEM FLD APT STA B
 EJ1952  PID         -  EJ1952
 EJ1952  STATE/COUNTY-  AR/GARLAND
 EJ1952  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1952
 EJ1952                         *CURRENT SURVEY CONTROL
 EJ1952  ___________________________________________________________________
 EJ1952* NAD 83(1997)-  34 28 28.59679(N)    093 06 11.40573(W)     ADJUSTED  
 EJ1952* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 EJ1952  ___________________________________________________________________
 EJ1952  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 EJ1952  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EJ1952
 EJ1952  HORZ ORDER  -  THIRD
 EJ1952
 EJ1952.This mark is at Memorial Field Airport (HOT)
 EJ1952
 EJ1952.The horizontal coordinates were established by classical geodetic methods
 EJ1952.and adjusted by the National Geodetic Survey in September 1999..
 EJ1952
 EJ1952.The orthometric height was scaled from a topographic map.
 EJ1952
 EJ1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1952
 EJ1952.The geoid height was determined by GEOID03.
 EJ1952
 EJ1952;                    North         East     Units Scale Factor Converg.
 EJ1952;SPC AR S     -   601,071.943   298,661.584   MT  0.99994790   -0 37 02.8
 EJ1952;SPC AR S     - 1,972,016.87    979,858.88   sFT  0.99994790   -0 37 02.8
 EJ1952;UTM  15      - 3,814,786.684   490,525.947   MT  0.99960111   -0 03 30.2
 EJ1952
 EJ1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1952!SPC AR S     -   0.99998011  x   0.99994790  =   0.99992801
 EJ1952!UTM  15      -   0.99998011  x   0.99960111  =   0.99958123
 EJ1952
 EJ1952:                Primary Azimuth Mark                     Grid Az
 EJ1952:SPC AR S     -  AIRPORT BN HOT SPRINGS MEM FLD           037 51 21.8
 EJ1952:UTM  15      -  AIRPORT BN HOT SPRINGS MEM FLD           037 17 49.2
 EJ1952
 EJ1952|---------------------------------------------------------------------|
 EJ1952| PID    Reference Object                     Distance      Geod. Az  |
 EJ1952|                                                           dddmmss.s |
 EJ1952| EJ1955 AIRPORT BN HOT SPRINGS MEM FLD      APPROX. 1.1 KM 0371419.0 |
 EJ1952| EJ1920 HOT SPRINGS OBSERVATION TOWER       APPROX. 7.1 KM 0475515.2 |
 EJ1952| CX6337 HOT SPRINGS SUB STA 1                              05034     |
 EJ1952| EJ1957 HOT SPRINGS MEM FLD APT STA B 2      16.770 METERS 14429     |
 EJ1952|---------------------------------------------------------------------|
 EJ1952
 EJ1952                          SUPERSEDED SURVEY CONTROL
 EJ1952
 EJ1952  NAD 83(1986)-  34 28 28.60747(N)    093 06 11.39790(W) AD(       ) 3
 EJ1952  NAD 27      -  34 28 28.28600(N)    093 06 10.74500(W) AD(       ) 3
 EJ1952
 EJ1952.Superseded values are not recommended for survey control.
 EJ1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1952.See file dsdata.txt to determine how the superseded data were derived.
 EJ1952
 EJ1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9052614787(NAD 83)
 EJ1952_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ1952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1952_SP_SET: CONCRETE LIGHT BASE
 EJ1952_STAMPING: AP 1960 STA B
 EJ1952_MARK LOGO: CGS   
 EJ1952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1952
 EJ1952  HISTORY     - Date     Condition        Report By
 EJ1952  HISTORY     - 1960     MONUMENTED       CGS
 EJ1952  HISTORY     - 1960     GOOD             CGS
 EJ1952  HISTORY     - 1970     GOOD             NGS
 EJ1952  HISTORY     - 1980     GOOD             NGS
 EJ1952  HISTORY     - 19800630 GOOD             NGS
 EJ1952
 EJ1952                          STATION DESCRIPTION
 EJ1952
 EJ1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RS)
 EJ1952'AT HOT SPRINGS MEMORIAL FIELD, HOT SPRINGS, ARKANSAS.  THE
 EJ1952'STATION IS A BRONZE C AND GS TOPOGRAPHIC DISK SET IN A DRILL
 EJ1952'HOLE IN AN OLD CONCRETE LIGHT BASE AT THE SOUTH CORNER OF
 EJ1952'THE SOUTHWEST END OF THE NE-SW RUNWAY.
 EJ1952
 EJ1952                          STATION RECOVERY (1960)
 EJ1952
 EJ1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 EJ1952'THE STATION WAS RECOVERED AS DESCRIBED BY R.S. IN 1960 AND
 EJ1952'FOUND TO BE IN GOOD CONDITION.
 EJ1952
 EJ1952                          STATION RECOVERY (1970)
 EJ1952
 EJ1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BMR)
 EJ1952'STATION RECOVERED AS DESCRIBED.
 EJ1952
 EJ1952                          STATION RECOVERY (1980)
 EJ1952
 EJ1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 EJ1952'THE STATION WAS RECOVERED IN GOOD CONDITION BUT DUE TO RUNWAY
 EJ1952'EXTENSION AND OVERLAY A NEW DESCRIPTION FOLLOWS--
 EJ1952'
 EJ1952'THE STATION IS LOCATED AT MEMORIAL FIELD, HOT SPRINGS, ARKANSAS.
 EJ1952'1100 FEET NORTHEAST OF RUNWAY END 5 ALONG THE SOUTHEAST EDGE OF THE
 EJ1952'RUNWAY.  150.4 FEET SOUTHWEST OF THE 7TH RUNWAY LIGHT (LT NO.
 EJ1952'58) NORTHEAST OF RUNWAY END 5.  48.8 FEET NORTHEAST OF THE 6TH
 EJ1952'RUNWAY LIGHT (LT. NO. 60) NORTHEAST OF RUNWAY END 5 AND AT THE
 EJ1952'SOUTHEAST EDGE OF THE RUNWAY.  THE STATION IS A STANDARD
 EJ1952'TOPOGRAPHIC DISK STAMPED AP 1960 STA B SET IN A DRILL HOLE IN
 EJ1952'THE NORTHEAST CORNER OF ABANDONED CONCRETE LIGHT BASE ABOUT 1 FOOT
 EJ1952'BELOW THE SURFACE OF THE GROUND.
 EJ1952'
 EJ1952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOT SPRINGS
 EJ1952'MEMORIAL FIELD (AIRPORT).
 EJ1952
 EJ1952                          STATION RECOVERY (1980)
 EJ1952
 EJ1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EJ1952'THE STATION IS LOCATED AT MEMORIAL FIELD 1100 FT (335.3 M) NE OF
 EJ1952'RUNWAY END 5 ALONG THE SE EDGE OF THE RUNWAY, 150.4 FT (45.8 M) SW OF
 EJ1952'THE 7TH RWY LIGHT 58 FROM THE PHYSICAL END OF RWY 5, 48.8 FT (14.9 M)
 EJ1952'NE OF THE 6TH RWY LIGHT 60 FROM THE END OF RWY 5 AND AT THE SOUTHWEST
 EJ1952'EDGE OF THE RUNWAY.  THE STATION IS A STANDARD TOPOGHRAPHIC DISK
 EJ1952'STAMPED AP 1960 STA B SET IN A DRILL HOLE IN THE NE CORNER OF
 EJ1952'ABANDONED CONCRETE LIGHT BASE ABOUT 1 FOOT (0.3 M) BELOW THE SURFACE
 EJ1952'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1956 ***********************************************************************
 EJ1956  DESIGNATION -  HOT SPRINGS MEM FLD APT STA A 2
 EJ1956  PID         -  EJ1956
 EJ1956  STATE/COUNTY-  AR/GARLAND
 EJ1956  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1956
 EJ1956                         *CURRENT SURVEY CONTROL
 EJ1956  ___________________________________________________________________
 EJ1956* NAD 83(1997)-  34 28 57.03627(N)    093 05 22.52155(W)     ADJUSTED  
 EJ1956* NAVD 88     -       162.19   (+/-2cm)     532.1    (feet)  VERTCON   
 EJ1956  ___________________________________________________________________
 EJ1956  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 EJ1956  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EJ1956
 EJ1956  HORZ ORDER  -  THIRD
 EJ1956  VERT ORDER  -  THIRD ? (See Below)
 EJ1956
 EJ1956.The horizontal coordinates were established by classical geodetic methods
 EJ1956.and adjusted by the National Geodetic Survey in September 1999..
 EJ1956
 EJ1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1956.The vertical order pertains to the NGVD 29 superseded value.
 EJ1956
 EJ1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1956
 EJ1956.The geoid height was determined by GEOID03.
 EJ1956
 EJ1956;                    North         East     Units Scale Factor Converg.
 EJ1956;SPC AR S     -   601,934.828   299,918.241   MT  0.99994896   -0 36 35.4
 EJ1956;SPC AR S     - 1,974,847.85    983,981.76   sFT  0.99994896   -0 36 35.4
 EJ1956;UTM  15      - 3,815,661.486   491,773.691   MT  0.99960083   -0 03 02.6
 EJ1956
 EJ1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1956!SPC AR S     -   0.99997882  x   0.99994896  =   0.99992778
 EJ1956!UTM  15      -   0.99997882  x   0.99960083  =   0.99957966
 EJ1956
 EJ1956                          SUPERSEDED SURVEY CONTROL
 EJ1956
 EJ1956  NAD 83(1986)-  34 28 57.04697(N)    093 05 22.51374(W) AD(       ) 3
 EJ1956  NAD 27      -  34 28 56.72500(N)    093 05 21.86091(W) AD(       ) 3
 EJ1956  NGVD 29 (07/19/86)  162.19   (m)          532.1    (f) LEVELING    3  
 EJ1956
 EJ1956.Superseded values are not recommended for survey control.
 EJ1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1956.See file dsdata.txt to determine how the superseded data were derived.
 EJ1956
 EJ1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9177415661(NAD 83)
 EJ1956_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1956+STABILITY: SURFACE MOTION
 EJ1956
 EJ1956  HISTORY     - Date     Condition        Report By
 EJ1956  HISTORY     - 1965     MONUMENTED       CGS
 EJ1956
 EJ1956                          STATION DESCRIPTION
 EJ1956
 EJ1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JVT)
 EJ1956'LOCATED AT HOT SPRINGS MEMORIAL FIELD, 54.98 FEET SOUTHEAST OF THE
 EJ1956'NORTHEAST CORNER OF RWY. END 23, AND 60.4 FEET SOUTHEAST OF THE
 EJ1956'SOUTHEAST 1 OF 3 THRESHOLD LIGHTS.  A STANDARD TOPO DISK STAMPED
 EJ1956'AP 1965 STA A-2 AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 EJ1956'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1957 ***********************************************************************
 EJ1957  DESIGNATION -  HOT SPRINGS MEM FLD APT STA B 2
 EJ1957  PID         -  EJ1957
 EJ1957  STATE/COUNTY-  AR/GARLAND
 EJ1957  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1957
 EJ1957                         *CURRENT SURVEY CONTROL
 EJ1957  ___________________________________________________________________
 EJ1957* NAD 83(1997)-  34 28 28.15379(N)    093 06 11.02400(W)     ADJUSTED  
 EJ1957* NAVD 88     -       153.71   (+/-2cm)     504.3    (feet)  VERTCON   
 EJ1957  ___________________________________________________________________
 EJ1957  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 EJ1957  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EJ1957
 EJ1957  HORZ ORDER  -  THIRD
 EJ1957  VERT ORDER  -  THIRD ? (See Below)
 EJ1957
 EJ1957.The horizontal coordinates were established by classical geodetic methods
 EJ1957.and adjusted by the National Geodetic Survey in September 1999..
 EJ1957
 EJ1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1957.The vertical order pertains to the NGVD 29 superseded value.
 EJ1957
 EJ1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1957
 EJ1957.The geoid height was determined by GEOID03.
 EJ1957
 EJ1957;                    North         East     Units Scale Factor Converg.
 EJ1957;SPC AR S     -   601,058.189   298,671.177   MT  0.99994788   -0 37 02.5
 EJ1957;SPC AR S     - 1,971,971.74    979,890.35   sFT  0.99994788   -0 37 02.5
 EJ1957;UTM  15      - 3,814,773.029   490,535.670   MT  0.99960110   -0 03 30.0
 EJ1957
 EJ1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1957!SPC AR S     -   0.99998016  x   0.99994788  =   0.99992804
 EJ1957!UTM  15      -   0.99998016  x   0.99960110  =   0.99958127
 EJ1957
 EJ1957                          SUPERSEDED SURVEY CONTROL
 EJ1957
 EJ1957  NAD 83(1986)-  34 28 28.16446(N)    093 06 11.01618(W) AD(       ) 3
 EJ1957  NAD 27      -  34 28 27.84297(N)    093 06 10.36333(W) AD(       ) 3
 EJ1957  NGVD 29 (07/19/86)  153.71   (m)          504.3    (f) LEVELING    3  
 EJ1957
 EJ1957.Superseded values are not recommended for survey control.
 EJ1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1957.See file dsdata.txt to determine how the superseded data were derived.
 EJ1957
 EJ1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9053614773(NAD 83)
 EJ1957_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1957_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1957+STABILITY: SURFACE MOTION
 EJ1957
 EJ1957  HISTORY     - Date     Condition        Report By
 EJ1957  HISTORY     - 1965     MONUMENTED       CGS
 EJ1957
 EJ1957                          STATION DESCRIPTION
 EJ1957
 EJ1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JVT)
 EJ1957'LOCATED AT HOT SPRINGS MEMORIAL FIELD, 55.02 FEET SOUTHEAST OF THE
 EJ1957'SOUTHEAST CORNER OF RWY. END 5, AND 58.9 FEET SOUTHEAST OF THE
 EJ1957'SOUTHEAST 1 OF 3 THRESHOLD LIGHTS.  A STANDARD TOPO DISK STAMPED
 EJ1957'AP 1965 STA B-2 AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 EJ1957'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1950 ***********************************************************************
 EJ1950  DESIGNATION -  HOT SPRINGS OAKLAWN PARK CUP
 EJ1950  PID         -  EJ1950
 EJ1950  STATE/COUNTY-  AR/GARLAND
 EJ1950  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1950
 EJ1950                         *CURRENT SURVEY CONTROL
 EJ1950  ___________________________________________________________________
 EJ1950* NAD 83(1997)-  34 29 02.83069(N)    093 03 32.92851(W)     ADJUSTED  
 EJ1950* NAVD 88     -                                                        
 EJ1950  ___________________________________________________________________
 EJ1950  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 EJ1950  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EJ1950
 EJ1950  HORZ ORDER  -  THIRD
 EJ1950
 EJ1950.The horizontal coordinates were established by classical geodetic methods
 EJ1950.and adjusted by the National Geodetic Survey in September 1999..
 EJ1950
 EJ1950
 EJ1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1950
 EJ1950.The geoid height was determined by GEOID03.
 EJ1950
 EJ1950;                    North         East     Units Scale Factor Converg.
 EJ1950;SPC AR S     -   602,084.014   302,716.215   MT  0.99994918   -0 35 34.1
 EJ1950;SPC AR S     - 1,975,337.30    993,161.45   sFT  0.99994918   -0 35 34.1
 EJ1950;UTM  15      - 3,815,837.911   494,569.101   MT  0.99960036   -0 02 00.6
 EJ1950
 EJ1950                          SUPERSEDED SURVEY CONTROL
 EJ1950
 EJ1950  NAD 83(1986)-  34 29 02.84180(N)    093 03 32.92098(W) AD(       ) 4
 EJ1950  NAD 27      -  34 29 02.52326(N)    093 03 32.27511(W) AD(       ) 3
 EJ1950
 EJ1950.Superseded values are not recommended for survey control.
 EJ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1950.See file dsdata.txt to determine how the superseded data were derived.
 EJ1950
 EJ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9456915838(NAD 83)
 EJ1950_MARKER: 86 = CUPOLA
 EJ1950
 EJ1950  HISTORY     - Date     Condition        Report By
 EJ1950  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1950
 EJ1950                          STATION DESCRIPTION
 EJ1950
 EJ1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1950'THE STATION IS THE CENTER OF THE TOP OF THE CUPOLD WHICH
 EJ1950'SETS ON TOP AND NEAR THE CENTER OF THE OAKLAWN PARK RACE
 EJ1950'TRACK GRANDSTAND.  THE STRUCTURE IS AN OBERVATION CABIN
 EJ1950'PAINTED WHITE WITH A DARK SHINGLED ROOF AND HAS A WHITE
 EJ1950'FLAG POLE AT THE CENTER OF THE TOP.  LOCATED ABOUT 400 FEET
 EJ1950'NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 7 AND 88 IN THE
 EJ1950'SOUTH PART OF HOT SPRINGS.  ITS OVERALL HEIGHT IS ABOUT 90
 EJ1950'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1774 ***********************************************************************
 FG1774  DESIGNATION -  HOUSLEY
 FG1774  PID         -  FG1774
 FG1774  STATE/COUNTY-  AR/SEARCY
 FG1774  USGS QUAD   -  CANAAN (1980)
 FG1774
 FG1774                         *CURRENT SURVEY CONTROL
 FG1774  ___________________________________________________________________
 FG1774* NAD 83(1997)-  35 49 18.14253(N)    092 44 22.66993(W)     ADJUSTED  
 FG1774* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 FG1774  ___________________________________________________________________
 FG1774  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 FG1774  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG1774
 FG1774  HORZ ORDER  -  THIRD
 FG1774
 FG1774.The horizontal coordinates were established by classical geodetic methods
 FG1774.and adjusted by the National Geodetic Survey in September 1999..
 FG1774
 FG1774.The orthometric height was scaled from a topographic map.
 FG1774
 FG1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1774
 FG1774.The geoid height was determined by GEOID03.
 FG1774
 FG1774;                    North         East     Units Scale Factor Converg.
 FG1774;SPC AR N     -   165,374.540   333,166.736   MT  0.99994449   -0 25 49.4
 FG1774;SPC AR N     -   542,566.30  1,093,064.53   sFT  0.99994449   -0 25 49.4
 FG1774;UTM  15      - 3,964,204.642   523,519.214   MT  0.99960682   +0 09 08.6
 FG1774
 FG1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1774!SPC AR N     -   0.99991114  x   0.99994449  =   0.99985564
 FG1774!UTM  15      -   0.99991114  x   0.99960682  =   0.99951800
 FG1774
 FG1774|---------------------------------------------------------------------|
 FG1774| PID    Reference Object                     Distance      Geod. Az  |
 FG1774|                                                           dddmmss.s |
 FG1774| CI1690 HOUSLEY RM 1                          6.163 METERS 00245     |
 FG1774| CI1689 HOUSLEY AZ MK                                      2214307.1 |
 FG1774| CI1691 HOUSLEY RM 2                          6.538 METERS 25005     |
 FG1774|---------------------------------------------------------------------|
 FG1774
 FG1774                          SUPERSEDED SURVEY CONTROL
 FG1774
 FG1774  NAD 83(1986)-  35 49 18.15548(N)    092 44 22.66975(W) AD(       ) 3
 FG1774  NAD 27      -  35 49 17.88000(N)    092 44 22.07800(W) AD(       ) 3
 FG1774
 FG1774.Superseded values are not recommended for survey control.
 FG1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1774.See file dsdata.txt to determine how the superseded data were derived.
 FG1774
 FG1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2351964205(NAD 83)
 FG1774_MARKER: DS = TRIANGULATION STATION DISK
 FG1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1774
 FG1774  HISTORY     - Date     Condition        Report By
 FG1774  HISTORY     - 1954     MONUMENTED       CGS
 FG1774
 FG1774                          STATION DESCRIPTION
 FG1774
 FG1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1774'THE STATION IS 10 MILES SOUTHWEST OF MARSHALL, 10 MILES
 FG1774'WEST OF LESLIE, ON THE SUMMIT OF HOUSLEY MOUNTAIN, 15 FEET
 FG1774'NORTH OF A GRAVELED ROAD, 15 FEET WEST OF A FENCE CORNER
 FG1774'POST, 15 FEET WEST OF A 4 IN X 4 IN WITNESS POST AND 8
 FG1774'FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED HICKORY TREE.
 FG1774'
 FG1774'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN MARSHALL,
 FG1774'GO SOUTHWESTERLY ON STATE HIGHWAY 27 FOR 7.4 MILES TO THE
 FG1774'CANAAN POST OFFICE,CONTINUE WEST ON THE HIGHWAY FOR 0.15
 FG1774'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH
 FG1774'ON THE GRAVELED ROAD FOR 1.1 MILES TO A SIDE ROAD ON THE
 FG1774'RIGHT, TURN RIGHT AND GO SOUTH AND SOUTHWEST ON THE MAIN
 FG1774'TRAVELED ROAD FOR 3.15 MILES TO A FORK, TURN RIGHT AND GO
 FG1774'WESTERLY FOR 0.65 MILE TO A FENCE CORNER AND THE STATION
 FG1774'MARK ON THE RIGHT, CONTINUE SOUTHWESTERLY ON THE GRAVELED
 FG1774'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FG1774'DESCRIBED.
 FG1774'
 FG1774'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1774'HOUSLEY 1954.
 FG1774'
 FG1774'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE ROAD, 21 FEET
 FG1774'NORTH-NORTHWEST OF THE FENCE CORNER, AND 12 FEET WEST OF
 FG1774'THE FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 FG1774'IS STAMPED HOUSLEY NO 1 1954.
 FG1774'
 FG1774'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE FENCE CORNER
 FG1774'POST AND 13 FEET NORTH OF THE ROAD.  THE MARK PROJECTS 2
 FG1774'INCHES AND THE DISK IS STAMPED HOUSLEY NO 2 1954.
 FG1774'
 FG1774'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE ROAD, 5 FEET WEST
 FG1774'OF A 4 IN X 4 IN WITNESS POST AND 1 FOOT NORTH OF A FENCE
 FG1774'LINE.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 FG1774'HOUSLEY 1954.
 FG1774'
 FG1774'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2859 ***********************************************************************
 EH2859  DESIGNATION -  HOUSTON RESET
 EH2859  PID         -  EH2859
 EH2859  STATE/COUNTY-  AR/PHILLIPS
 EH2859  USGS QUAD   -  WEST HELENA (1982)
 EH2859
 EH2859                         *CURRENT SURVEY CONTROL
 EH2859  ___________________________________________________________________
 EH2859* NAD 83(1997)-  34 34 06.23588(N)    090 37 38.61988(W)     ADJUSTED  
 EH2859* NAVD 88     -       119.5    (meters)     392.     (feet)  VERTCON   
 EH2859  ___________________________________________________________________
 EH2859  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 EH2859  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2859
 EH2859  HORZ ORDER  -  FIRST
 EH2859
 EH2859.The horizontal coordinates were established by classical geodetic methods
 EH2859.and adjusted by the National Geodetic Survey in September 1999..
 EH2859
 EH2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2859
 EH2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2859
 EH2859.The geoid height was determined by GEOID03.
 EH2859
 EH2859;                    North         East     Units Scale Factor Converg.
 EH2859;SPC AR S     -   611,773.973   525,948.438   MT  0.99996179   +0 46 05.6
 EH2859;SPC AR S     - 2,007,128.44  1,725,549.17   sFT  0.99996179   +0 46 05.6
 EH2859;SPC MS W     -   562,034.436   673,016.819   MT  0.99995897   -0 10 00.7
 EH2859;SPC MS W     - 1,843,941.31  2,208,056.01   sFT  0.99995897   -0 10 00.7
 EH2859;UTM  15      - 3,827,739.689   717,657.180   MT  1.00018396   +1 20 48.2
 EH2859
 EH2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2859!SPC AR S     -   0.99998548  x   0.99996179  =   0.99994727
 EH2859!SPC MS W     -   0.99998548  x   0.99995897  =   0.99994445
 EH2859!UTM  15      -   0.99998548  x   1.00018396  =   1.00016944
 EH2859
 EH2859:                Primary Azimuth Mark                     Grid Az
 EH2859:SPC AR S     -  BANQUETTE RM 4                           011 00 18.3
 EH2859:SPC MS W     -  BANQUETTE RM 4                           011 56 24.6
 EH2859:UTM  15      -  BANQUETTE RM 4                           010 25 35.7
 EH2859
 EH2859|---------------------------------------------------------------------|
 EH2859| PID    Reference Object                     Distance      Geod. Az  |
 EH2859|                                                           dddmmss.s |
 EH2859| EH2833 BANQUETTE RM 4                      APPROX.14.2 KM 0114623.9 |
 EH2859| EH2857 STORM CREEK LAKE LOOKOUT TOWER      315.053 METERS 03031     |
 EH2859| CY6262 HOUSTON RM 1                         21.867 METERS 08708     |
 EH2859| EH2846 ARKANSAS PWR AND LT CO E TOWER      APPROX. 8.5 KM 1455113.2 |
 EH2859| EH2850 HELENA US ENGRS RAD MAST            APPROX. 5.7 KM 1482949.0 |
 EH2859| EH2844 HELENA US ENGINEERS RADIO MAST      APPROX. 5.7 KM 1483448.2 |
 EH2859| EH2847 HELENA CO CITY POLICE RAD TWR       APPROX. 5.6 KM 1483834.8 |
 EH2859| EH2854 HELENA ARK PWR AND LT STACK         APPROX. 6.5 KM 1493209.9 |
 EH2859| EH2845 HELENA ARK PWR LT W HILINE TWR      APPROX. 7.3 KM 1523744.8 |
 EH2859| EH2843 HELENA ARK POWER LT RAD TOWER       APPROX. 4.0 KM 1531602.2 |
 EH2859| CY6261 HOUSTON AZ MK                                      1594753.9 |
 EH2859| CY6263 HOUSTON RM 2                         25.592 METERS 17226     |
 EH2859| EH2858 HELENA RAD KFFA NE MAST OF 4        APPROX. 4.5 KM 1813616.9 |
 EH2859| EH2856 HELENA RAD KFFA SE MAST OF 4        APPROX. 4.6 KM 1813842.1 |
 EH2859| EH2855 HELENA RAD KFFA SW MAST OF 4        APPROX. 4.6 KM 1834135.9 |
 EH2859| EH2860 HELENA RAD KFFA NW MAST OF 4        APPROX. 4.5 KM 1834209.1 |
 EH2859| CY6264 HOUSTON RM 3                         23.565 METERS 33124     |
 EH2859|---------------------------------------------------------------------|
 EH2859
 EH2859                          SUPERSEDED SURVEY CONTROL
 EH2859
 EH2859  NAD 83(1997)-  34 34 06.23637(N)    090 37 38.62039(W) AD(       ) 1
 EH2859  NAD 83(1997)-  34 34 06.23662(N)    090 37 38.61955(W) AD(       ) 1
 EH2859  NAD 83(1986)-  34 34 06.24316(N)    090 37 38.61870(W) AD(       ) 1
 EH2859  NAD 27      -  34 34 05.87850(N)    090 37 38.23240(W) AD(       ) 1
 EH2859  NGVD 29 (07/19/86)  119.5    (m)          392.     (f) VERT ANG       
 EH2859
 EH2859.Superseded values are not recommended for survey control.
 EH2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2859.See file dsdata.txt to determine how the superseded data were derived.
 EH2859
 EH2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1765727740(NAD 83)
 EH2859_MARKER: DS = TRIANGULATION STATION DISK
 EH2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2859
 EH2859  HISTORY     - Date     Condition        Report By
 EH2859  HISTORY     - 1953     MONUMENTED       CGS
 EH2859  HISTORY     - 1980     GOOD             NGS
 EH2859
 EH2859                          STATION DESCRIPTION
 EH2859
 EH2859'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2859'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF HELENA, 3 MILES
 EH2859'NORTH-NORTHEAST OF WEST HELENA AND 1/4 MILE SOUTHEAST OF A FIRE
 EH2859'TOWER.  IT IS NEAR THE TOP OF A HILL, 0.05 MILE NORTHEAST OF A
 EH2859'FARM HOUSE, 57.0 FEET NORTH OF THE CENTER OF STATE ROUTE NO.
 EH2859'44 AND 2.5 FEET SOUTHEAST OF A WITNESS POST.  IT PROJECTS 4
 EH2859'INCHES AND IS STAMPED HOUSTON 1953.
 EH2859'
 EH2859'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION
 EH2859'AND 49.0 FEET NORTH OF THE CENTER OF STATE ROUTE NO. 44.
 EH2859'IT PROJECTS 4 INCHES AND IS STAMPED HOUSTON NO 1 1953.
 EH2859'
 EH2859'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION AND
 EH2859'ABOUT 5 FEET BELOW THE STATION ELEVATION.  IT IS 27.0 FEET SOUTH
 EH2859'OF THE CENTER OF STATE ROUTE NO. 44.  IT PROJECTS 5 INCHES
 EH2859'AND IS STAMPED HOUSTON NO 2 1953.
 EH2859'
 EH2859'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EH2859'NO. 2 IS 106.2 FEET.
 EH2859'
 EH2859'THE AZIMUTH MARK IS 112.0 FEET SOUTH OF A TRIANGULAR BLAZED
 EH2859'OAK TREE, 53.0 FEET NORTH OF THE CENTER OF A ROAD FORK, 31.0
 EH2859'FEET WEST OF WHERE A BANK DROPS SHARP TO THE EAST, 16.0 FEET
 EH2859'EAST OF THE CENTER OF A TRACK ROAD AND 1.5 FEET WEST OF A
 EH2859'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED HOUSTON 1953.
 EH2859'
 EH2859'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 20
 EH2859'AND STATE ROUTE NO. 44 ABOUT 0.1 MILE EAST OF THE POST OFFICE IN
 EH2859'WEST HELENA, GO NORTH AND NORTHEASTERLY ON STATE ROUTE NO.
 EH2859'44 FOR 3.65 MILES TO THE TOP OF THE HILL AND THE STATION ON THE
 EH2859'LEFT AS DESCRIBED.
 EH2859'
 EH2859'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON A
 EH2859'TRACK ROAD FOR 0.3 MILE TO WHERE THE TRACK ROAD FORKS AND THE
 EH2859'MARK ON THE LEFT AS DESCRIBED.
 EH2859'
 EH2859'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 EH2859
 EH2859                          STATION RECOVERY (1980)
 EH2859
 EH2859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2859'THE STATION MARK WAS RECOVERED WITH THE TOP OF THE MONUMENT
 EH2859'BROKEN OFF.  THE POST WAS REMOVED, THE UNDERGROUND POINT
 EH2859'HELD, AND NEW SURFACE AND UNDERGROUND MARKS WERE SET.
 EH2859'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT
 EH2859'NOT RECOVERED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 EH2859'TIME.  NO SUITABLE LOCATION FOUND FOR A NEW AZIMUTH MARK.
 EH2859'THE DISTANCE TO REFERENCE MARK 1 WAS NOTED TO BE 0.014 METER
 EH2859'LONGER, AND THE DIRECTION WAS NOTED TO BE 1 MINUTE
 EH2859'18.46 SECONDS LARGER THAN THE 1953 OBSERVATIONS.
 EH2859'
 EH2859'THE STATION IS LOCATED ABOUT 6.4 KM NORTHWEST OF HELENA,
 EH2859'4.8 KM NORTH-NORTHEAST OF WEST HELENA, AND ON PROPERTY
 EH2859'OF THE ARKANSAS HIGHWAY DEPARTMENT.  PERMISSION TO USE
 EH2859'THE STATION WAS OBTAINED FROM MR. B.D. MULHOLLEN,
 EH2859'DISTRICT ENGINEER, ARKANSAS HIGHWAY DEPARTMENT,
 EH2859'P.O. BOX 278, WYNNE, AR 72396.
 EH2859'TELEPHONE NUMBER 501-238-8144.
 EH2859'
 EH2859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EH2859'49 BUSINESS AND STATE ROUTE 242 IN THE CENTER OF WEST HELENA,
 EH2859'GO NORTH ON STATE ROUTE 242 FOR 3.53 KM (2.2 MI) TO A FORK
 EH2859'JUST BEYOND A CITY LIMITS SIGN.  TAKE THE RIGHT FORK AND GO
 EH2859'EASTERLY, UPHILL, ON A PAVED ROAD FOR 0.56 KM (0.35 MI)
 EH2859'TO A GRAVELED SIDE ROAD LEFT.  CONTINUE AHEAD ON THE
 EH2859'PAVED ROAD FOR 1.84 KM (1.15 MI) TO A RADIO MAST AND
 EH2859'THE STATION ON THE LEFT.
 EH2859'
 EH2859'THE STATION IS A STANDARD NGS DISK
 EH2859'STAMPED---HOUSTON 1953 1980---,
 EH2859'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2859'FLUSH WITH GROUND.  IT IS LOCATED
 EH2859'19.0 METERS NORTH FROM THE CENTER OF THE PAVED ROAD,
 EH2859'13.5 METERS EAST FROM THE CENTER OF A GRAVELED ROAD,
 EH2859'12.33 METERS NORTHEAST FROM THE RADIO MAST,
 EH2859'7.7 METERS WEST FROM A 20-INCH TREE, AND
 EH2859'6.61 METERS SOUTHEAST FROM A METAL WITNESS POST.
 EH2859'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2859'STAMPED---HOUSTON 1953 1980---,
 EH2859'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 EH2859'
 EH2859'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 EH2859'STAMPED---HOUSTON NO 1 1953---,
 EH2859'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2859'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 EH2859'19.5 METERS NORTH FROM THE CENTER OF THE PAVED ROAD,
 EH2859'14.2 METERS EAST FROM THE 20-INCH TREE, AND
 EH2859'0.40 METER WEST FROM A METAL WITNESS POST.
 EH2859'MARK IS LEVEL WITH STATION.
 EH2859'
 EH2859'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 EH2859'STAMPED---HOUSTON 1953 NO 3 1980---,
 EH2859'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2859'FLUSH WITH GROUND.  IT IS LOCATED
 EH2859'13.45 METERS WEST-SOUTHWEST FROM THE RADIO MAST,
 EH2859'13.0 METERS NORTHWEST FROM THE GRAVELED ROAD, AND
 EH2859'0.90 METER EAST FROM A METAL WITNESS POST.
 EH2859'MARK IS LEVEL WITH STATION.
 EH2859'
 EH2859'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES,
 EH2859'BRUSH, AND A BUILDING ON LINE.
 EH2859'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1916 ***********************************************************************
 EJ1916  DESIGNATION -  HOWELL
 EJ1916  PID         -  EJ1916
 EJ1916  STATE/COUNTY-  AR/PERRY
 EJ1916  USGS QUAD   -  NIMROD DAM (1968)
 EJ1916
 EJ1916                         *CURRENT SURVEY CONTROL
 EJ1916  ___________________________________________________________________
 EJ1916* NAD 83(1997)-  34 55 21.88415(N)    093 08 40.42435(W)     ADJUSTED  
 EJ1916* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 EJ1916  ___________________________________________________________________
 EJ1916  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 EJ1916  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EJ1916
 EJ1916  HORZ ORDER  -  FIRST
 EJ1916
 EJ1916.The horizontal coordinates were established by classical geodetic methods
 EJ1916.and adjusted by the National Geodetic Survey in September 1999..
 EJ1916
 EJ1916.The orthometric height was scaled from a topographic map.
 EJ1916
 EJ1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1916
 EJ1916.The geoid height was determined by GEOID03.
 EJ1916
 EJ1916;                    North         East     Units Scale Factor Converg.
 EJ1916;SPC AR N     -    65,998.700   295,419.029   MT  1.00000210   -0 39 57.7
 EJ1916;SPC AR N     -   216,530.73    969,220.60   sFT  1.00000210   -0 39 57.7
 EJ1916;SPC AR S     -   650,823.919   295,415.042   MT  1.00003854   -0 38 26.2
 EJ1916;SPC AR S     - 2,135,244.81    969,207.52   sFT  1.00003854   -0 38 26.2
 EJ1916;UTM  15      - 3,864,485.435   486,796.058   MT  0.99960215   -0 04 57.9
 EJ1916
 EJ1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1916!SPC AR N     -   0.99996637  x   1.00000210  =   0.99996847
 EJ1916!SPC AR S     -   0.99996637  x   1.00003854  =   1.00000491
 EJ1916!UTM  15      -   0.99996637  x   0.99960215  =   0.99956853
 EJ1916
 EJ1916|---------------------------------------------------------------------|
 EJ1916| PID    Reference Object                     Distance      Geod. Az  |
 EJ1916|                                                           dddmmss.s |
 EJ1916| CX6515 HOWELL RM 1                          26.610 METERS 04216     |
 EJ1916| CX6517 HOWELL RM 3                          25.344 METERS 07021     |
 EJ1916| EJ1910 OAK MOUNTAIN LOT                    APPROX.15.5 KM 1383008.2 |
 EJ1916| CX6516 HOWELL RM 2                          29.783 METERS 29646     |
 EJ1916| EJ1915 DAWSON                              APPROX. 9.1 KM 3290040.7 |
 EJ1916| CX6514 HOWELL AZ MK                                       3543837.1 |
 EJ1916|---------------------------------------------------------------------|
 EJ1916
 EJ1916                          SUPERSEDED SURVEY CONTROL
 EJ1916
 EJ1916  NAD 83(1986)-  34 55 21.89663(N)    093 08 40.41817(W) AD(       ) 1
 EJ1916  NAD 27      -  34 55 21.56700(N)    093 08 39.78200(W) AD(       ) 1
 EJ1916
 EJ1916.Superseded values are not recommended for survey control.
 EJ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1916.See file dsdata.txt to determine how the superseded data were derived.
 EJ1916
 EJ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8679664485(NAD 83)
 EJ1916_MARKER: DS = TRIANGULATION STATION DISK
 EJ1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1916
 EJ1916  HISTORY     - Date     Condition        Report By
 EJ1916  HISTORY     - 1940     MONUMENTED       CGS
 EJ1916  HISTORY     - 1972     GOOD             NGS
 EJ1916
 EJ1916                          STATION DESCRIPTION
 EJ1916
 EJ1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1916'THE STATION IS ABOUT 9 MILES SE OF OLA, 5 MILES SW OF NIMROD
 EJ1916'ON THE HIGHEST POINT OF A LOW TIMBERED RIDGE.
 EJ1916'
 EJ1916'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 EJ1916'STANDARD DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1916'
 EJ1916'STATION MARK IS 32.0 FEET SW OF TRIANGLE BLAZE ON TREE, 9.8
 EJ1916'FEET NW OF WHITE WITNESS POST AND PROJECTS 3 INCHES ABOVE THE
 EJ1916'SURFACE OF THE GROUND.  IT IS STAMPED HOWELL 1940.
 EJ1916'
 EJ1916'REFERENCE MARK NO.1 IS ON THE NE SLOPE OF RIDGE, 3 FEET BELOW
 EJ1916'STATION AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 EJ1916'IT IS STAMPED HOWELL NO.1 1940.
 EJ1916'
 EJ1916'REFERENCE MARK NO.2 IS ON THE NW SLOPE OF RIDGE, 3 FEET BELOW
 EJ1916'STATION AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 EJ1916'IT IS STAMPED HOWELL NO.2 1940.
 EJ1916'
 EJ1916'THE AZIMUTH MARK IS 33 FEET W OF CENTER LINE OF STATE HIGHWAY
 EJ1916'NO.7, ON TOP OF THE BANK FORMED BY THE HIGHWAY CUT 4.4 FEET
 EJ1916'SW OF WHITE WITNESS POST AND PROJECTS 4 INCHES ABOVE THE
 EJ1916'SURFACE OF THE GROUND.  IT IS STAMPED HOWELL 1940.
 EJ1916'
 EJ1916'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS 10
 EJ1916'AND 7 IN OLA GO SE ON STATE HIGHWAY 7 8.5 MILES TO THE JUNCTION
 EJ1916'WITH STATE HIGHWAY 60 AT FOURCHE JUNCTION, CONTINUE SE ON
 EJ1916'STATE HIGHWAY 7 3.2 MILES TO THE AZIMUTH MARK ON RIGHT WHERE
 EJ1916'ROAD MAKES SHARP TURN TO LEFT, CONTINUE 0.8 MILE TO TOP OF
 EJ1916'LOW RIDGE AND DIM TRACK ROAD LEADING RIGHT SW, TURN RIGHT AND
 EJ1916'FOLLOW TRACK ROAD ALONG TOP OF RIDGE 0.2 MILE TO STATION AT
 EJ1916'OAK TREE ON LEFT WITH TRIANGLE BLAZE.
 EJ1916'
 EJ1916'A 64-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION.
 EJ1916
 EJ1916                          STATION RECOVERY (1972)
 EJ1916
 EJ1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1916'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 EJ1916'FOUND IN GOOD CONDITION.  THE REFERENCE MARK 1 CONCRETE MONUMENT
 EJ1916'WAS FOUND WITH THE TOP BROKEN OFF.  DUE TO THE CHANGES AT THE
 EJ1916'AREA WHERE THE AZIMUTH MARK SHOULD HAVE BEEN RECOVERED, IT IS
 EJ1916'BELIEVED THIS MARK WAS DESTROYED.  REFERENCE MARK 3 WAS
 EJ1916'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION OF A ROUTE TO
 EJ1916'REACH THE STATION AND ADDITIONAL NOTES FOR THE MARKS.
 EJ1916'
 EJ1916'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EJ1916'7 AND 60 AT FOURCHE JUNCTION, ABOUT 8.5 MILES SOUTHEAST OF OLA,
 EJ1916'GO SOUTHERLY ON HIGHWAY 7 FOR 3.9 MILE TO A TRACK ROAD ON THE
 EJ1916'RIGHT, A SIDE ROAD LEFT AND AN EXPOSED CONCRETE CULVERT HEADWALL.
 EJ1916'BEAR RIGHT AND CONTINUE SOUTHERLY ON THE TRACK ROAD ON HIGHWAY
 EJ1916'RIGHT-OF-WAY FOR 0.05 MILE TO WHERE THE TRACK ROAD TURNS RIGHT
 EJ1916'AT THE TOP OF THE HILL.  TURN RIGHT AND GO WESTERLY ON THE
 EJ1916'TRACK ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 EJ1916'
 EJ1916'THE STATION MARK PROJECTS 3 INCHES AND IS 33 FEET WEST-NORTHWEST
 EJ1916'OF A TWIN TRUNK 30-INCH PINE TREE, 15 FEET SOUTH OF THE
 EJ1916'CENTER OF THE TRACK ROAD AND 4 FEET EAST OF A METAL WITNESS POST.
 EJ1916'
 EJ1916'REFERENCE MARK 2 PROJECTS 3 INCHES AND IS 51 FEET NORTH-NORTHEAST
 EJ1916'OF THE 16-INCH PINE TREE, 32 FEET NORTH OF THE CENTER OF THE
 EJ1916'TRACK ROAD AND 4 FEET EAST OF A METAL WITNESS POST.
 EJ1916'
 EJ1916'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOWELL 1940 NO 3
 EJ1916'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 EJ1916'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 22
 EJ1916'FEET NORTH OF A 16-INCH PINE TREE, 10 FEET NORTH OF THE
 EJ1916'CENTER OF THE TRACK ROAD AND 1.5 FEET WEST OF A METAL WITNESS
 EJ1916'POST.
 EJ1916'
 EJ1916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 EJ1916'SOUTHWEST OF NIMROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1042 ***********************************************************************
 GE1042  DESIGNATION -  HOXIE
 GE1042  PID         -  GE1042
 GE1042  STATE/COUNTY-  AR/LAWRENCE
 GE1042  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1042
 GE1042                         *CURRENT SURVEY CONTROL
 GE1042  ___________________________________________________________________
 GE1042* NAD 83(1997)-  36 00 51.41475(N)    090 59 58.90120(W)     ADJUSTED  
 GE1042* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 GE1042  ___________________________________________________________________
 GE1042  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 GE1042  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GE1042
 GE1042  HORZ ORDER  -  FIRST
 GE1042
 GE1042.The horizontal coordinates were established by classical geodetic methods
 GE1042.and adjusted by the National Geodetic Survey in September 1999..
 GE1042
 GE1042.The orthometric height was scaled from a topographic map.
 GE1042
 GE1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1042
 GE1042.The geoid height was determined by GEOID03.
 GE1042
 GE1042;                    North         East     Units Scale Factor Converg.
 GE1042;SPC AR N     -   186,948.261   490,170.148   MT  0.99996403   +0 34 55.5
 GE1042;SPC AR N     -   613,346.09  1,608,166.56   sFT  0.99996403   +0 34 55.5
 GE1042;UTM  15      - 3,987,383.144   680,261.641   MT  1.00000040   +1 10 35.3
 GE1042
 GE1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1042!SPC AR N     -   0.99999183  x   0.99996403  =   0.99995586
 GE1042!UTM  15      -   0.99999183  x   1.00000040  =   0.99999223
 GE1042
 GE1042:                Primary Azimuth Mark                     Grid Az
 GE1042:SPC AR N     -  HOXIE AZ MK                              021 01 16.9
 GE1042:UTM  15      -  HOXIE AZ MK                              020 25 37.1
 GE1042
 GE1042|---------------------------------------------------------------------|
 GE1042| PID    Reference Object                     Distance      Geod. Az  |
 GE1042|                                                           dddmmss.s |
 GE1042| CI3876 HOXIE AZ MK                                        0213612.4 |
 GE1042| GE1043 HOXIE MUNICIPAL TANK                APPROX. 4.3 KM 0251153.8 |
 GE1042| GE1039 COLLEGE CITY MUN TK AND APT BN      APPROX.13.4 KM 0253855.9 |
 GE1042| GE1045 WALNUT RIDGE MUNICIPAL TANK         APPROX. 7.1 KM 0300245.9 |
 GE1042| GE1041 WALNUT RIDGE ARK MO PWR CO STK      APPROX. 6.4 KM 0304854.8 |
 GE1042| GE1038 WALNUT RIDGE RAD STA KRLW MAST      APPROX. 7.8 KM 0431808.4 |
 GE1042| CI3877 HOXIE RM 1                           22.383 METERS 23305     |
 GE1042| GE0308 R 9                                  16.616 METERS 34808     |
 GE1042|---------------------------------------------------------------------|
 GE1042
 GE1042                          SUPERSEDED SURVEY CONTROL
 GE1042
 GE1042  NAD 83(1986)-  36 00 51.42553(N)    090 59 58.90077(W) AD(       ) 1
 GE1042  NAD 27      -  36 00 51.16870(N)    090 59 58.46580(W) AD(       ) 1
 GE1042
 GE1042.Superseded values are not recommended for survey control.
 GE1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1042.See file dsdata.txt to determine how the superseded data were derived.
 GE1042
 GE1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8026287383(NAD 83)
 GE1042_MARKER: DS = TRIANGULATION STATION DISK
 GE1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1042
 GE1042  HISTORY     - Date     Condition        Report By
 GE1042  HISTORY     - 1953     MONUMENTED       CGS
 GE1042
 GE1042                          STATION DESCRIPTION
 GE1042
 GE1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1042'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHWEST OF HOXIE ON
 GE1042'LAND OWNED BY MR. GEORGE COLE.  IT IS 68.0 FEET EAST OF THE
 GE1042'EAST RAIL OF THE MISSOURI-PACIFIC RAILROAD TRACKS, 60.0
 GE1042'FEET SOUTH OF A TRIANGULAR BLAZED OAK TREE AND 30.0 FEET
 GE1042'EAST OF A WOVEN WIRE FENCE.  IT IS ABOUT 14 INCHES BELOW
 GE1042'THE SURFACE OF THE GROUND AND IS STAMPED HOXIE 1953.
 GE1042'
 GE1042'REFERENCE MARK NO. 1 IS 39.0 FEET EAST OF THE EAST RAIL OF
 GE1042'THE MISSOURI-PACIFIC RAILROAD TRACKS, 25.5 FEET SOUTH OF
 GE1042'A TELEPHONE POLE AND 1.0 FOOT EAST OF A WOVEN WIRE FENCE.
 GE1042'IT IS SET FLUSH AND IS STAMPED HOXIE NO 1 1953.
 GE1042'
 GE1042'BENCH MARK R 9 WAS USED AS REFERENCE MARK NO. 2.  IT IS
 GE1042'A STANDARD U.S.C. AND G.S. BENCH MARK DISK SET IN AN 8 INCH
 GE1042'SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT IS ON THE
 GE1042'RAILROAD RIGHT-OF-WAY, 31.5 FEET EAST OF THE EAST RAIL OF THE
 GE1042'MISSOURI-PACIFIC RAILROAD TRACKS, 27.0 FEET SOUTH OF THE CENTER
 GE1042'OF A DRIVEWAY AND WIRE GATE AND 6.0 FEET WEST OF A WOVEN WIRE
 GE1042'FENCE.  IT IS STAMPED R 9 1931 .262.811.
 GE1042'
 GE1042'THE AZIMUTH MARK IS 61.0 FEET WEST OF THE CENTER OF U.S.
 GE1042'HIGHWAY NO. 67, 1.5 FEET WEST OF A WITNESS POST AND 1.0
 GE1042'FOOT SOUTHWEST OF A POWERLINE POLE.  IT PROJECTS 3 INCHES
 GE1042'AND IS STAMPED HOXIE 1953.
 GE1042'
 GE1042'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 63
 GE1042'AND U.S. HIGHWAY NO. 67, 0.3 MILE SOUTH OF THE MISSOURI-PACIFIC
 GE1042'AND THE ST. LOUIS-SAN FRANCISCO RAILROAD DEPOT IN HOXIE,
 GE1042'GO SOUTHWESTERLY ON U.S. HIGHWAY NO. 67 FOR 2.2 MILES AND
 GE1042'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 GE1042'SOUTHWESTERLY ON U.S. HIGHWAY NO. 67 FOR 0.35 MILE TO A DRIVEWAY
 GE1042'ON THE LEFT, TURN LEFT THROUGH A WIRE GATE AND THE
 GE1042'STATION ABOUT 60 FEET SOUTH AS DESCRIBED.
 GE1042'
 GE1042'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1043 ***********************************************************************
 GE1043  DESIGNATION -  HOXIE MUNICIPAL TANK
 GE1043  PID         -  GE1043
 GE1043  STATE/COUNTY-  AR/LAWRENCE
 GE1043  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1043
 GE1043                         *CURRENT SURVEY CONTROL
 GE1043  ___________________________________________________________________
 GE1043* NAD 83(1997)-  36 02 57.05257(N)    090 58 46.10151(W)     ADJUSTED  
 GE1043* NAVD 88     -                                                        
 GE1043  ___________________________________________________________________
 GE1043  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GE1043  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GE1043
 GE1043  HORZ ORDER  -  THIRD
 GE1043
 GE1043.The horizontal coordinates were established by classical geodetic methods
 GE1043.and adjusted by the National Geodetic Survey in September 1999..
 GE1043
 GE1043
 GE1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1043
 GE1043.The geoid height was determined by GEOID03.
 GE1043
 GE1043;                    North         East     Units Scale Factor Converg.
 GE1043;SPC AR N     -   190,839.051   491,952.826   MT  0.99996878   +0 35 37.8
 GE1043;SPC AR N     -   626,111.12  1,614,015.23   sFT  0.99996878   +0 35 37.8
 GE1043;UTM  15      - 3,991,292.384   682,003.888   MT  1.00000818   +1 11 21.7
 GE1043
 GE1043                          SUPERSEDED SURVEY CONTROL
 GE1043
 GE1043  NAD 83(1986)-  36 02 57.06329(N)    090 58 46.10110(W) AD(       ) 4
 GE1043  NAD 27      -  36 02 56.81000(N)    090 58 45.66900(W) AD(       ) 3
 GE1043
 GE1043.Superseded values are not recommended for survey control.
 GE1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1043.See file dsdata.txt to determine how the superseded data were derived.
 GE1043
 GE1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8200491292(NAD 83)
 GE1043_MARKER: 53 = ELEVATED TANK
 GE1043
 GE1043  HISTORY     - Date     Condition        Report By
 GE1043  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1043
 GE1043                          STATION DESCRIPTION
 GE1043
 GE1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1043'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF HOXIE, 130
 GE1043'FEET EAST OF THE CENTER OF A CROSSROAD INTERSECTION AND 55
 GE1043'FEET NORTH OF THE CENTER OF AN EAST-WEST STREET.  IT IS A 4
 GE1043'LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND THE
 GE1043'TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.  THE
 GE1043'OVERALL HEIGHT IS ABOUT 100 FEET.
 GE1043'
 GE1043'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF1027 ***********************************************************************
 GF1027  SACS        -  This is a Secondary Airport Control Station.
 GF1027  DESIGNATION -  HRO C
 GF1027  PID         -  GF1027
 GF1027  STATE/COUNTY-  AR/BOONE
 GF1027  USGS QUAD   -  BATAVIA (1967)
 GF1027
 GF1027                         *CURRENT SURVEY CONTROL
 GF1027  ___________________________________________________________________
 GF1027* NAD 83(1997)-  36 16 09.90626(N)    093 09 11.17359(W)     ADJUSTED  
 GF1027* NAVD 88     -       414.43   (meters)    1359.7    (feet)  GPS OBS   
 GF1027  ___________________________________________________________________
 GF1027  X           -    -283,199.459 (meters)                     COMP
 GF1027  Y           -  -5,140,886.947 (meters)                     COMP
 GF1027  Z           -   3,752,564.339 (meters)                     COMP
 GF1027  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 GF1027  ELLIP HEIGHT-         386.16  (meters)          (12/12/01) GPS OBS
 GF1027  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF1027
 GF1027  HORZ ORDER  -  FIRST
 GF1027  ELLP ORDER  -  FOURTH    CLASS I
 GF1027
 GF1027.This mark is at Boone County Airport (HRO)
 GF1027
 GF1027.The horizontal coordinates were established by GPS observations
 GF1027.and adjusted by the National Geodetic Survey in February 2000..
 GF1027
 GF1027.The orthometric height was determined by GPS observations and a
 GF1027.high-resolution geoid model.
 GF1027
 GF1027.GPS derived orthometric heights for airport stations designated as
 GF1027.PACS or SACS are published to 2 decimal places.  This maintains
 GF1027.centimeter relative accuracy between the PACS and SACS.  It does
 GF1027.not indicate centimeter accuracy relative to other marks which are
 GF1027.part of the NAVD 88 network.
 GF1027
 GF1027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1027
 GF1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF1027
 GF1027.The ellipsoidal height was determined by GPS observations
 GF1027.and is referenced to NAD 83.
 GF1027
 GF1027.The geoid height was determined by GEOID03.
 GF1027
 GF1027;                    North         East     Units Scale Factor Converg.
 GF1027;SPC AR N     -   215,406.849   296,388.305   MT  1.00000733   -0 40 15.6
 GF1027;SPC AR N     -   706,713.97    972,400.63   sFT  1.00000733   -0 40 15.6
 GF1027;UTM  15      - 4,013,842.435   486,248.204   MT  0.99960233   -0 05 26.1
 GF1027
 GF1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF1027!SPC AR N     -   0.99993940  x   1.00000733  =   0.99994673
 GF1027!UTM  15      -   0.99993940  x   0.99960233  =   0.99954175
 GF1027
 GF1027                          SUPERSEDED SURVEY CONTROL
 GF1027
 GF1027  ELLIP H (02/17/00)  386.17   (m)                       GP(       ) 4 1
 GF1027  NAD 83(1997)-  36 16 09.90589(N)    093 09 11.17640(W) AD(       ) 1
 GF1027  ELLIP H (09/14/99)  386.22   (m)                       GP(       ) 4 1
 GF1027  NAD 83(1997)-  36 16 09.90626(N)    093 09 11.17358(W) AD(       ) 1
 GF1027  ELLIP H (06/23/99)  386.17   (m)                       GP(       ) 4 2
 GF1027  NAD 83(1997)-  36 16 09.90780(N)    093 09 11.17647(W) AD(       ) 2
 GF1027  NAD 83(1986)-  36 16 09.91783(N)    093 09 11.17602(W) AD(       ) 2
 GF1027  NGVD 29 (12/03/93)  414.28   (m)         1359.2    (f) LEVELING    3  
 GF1027
 GF1027.Superseded values are not recommended for survey control.
 GF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1027.See file dsdata.txt to determine how the superseded data were derived.
 GF1027
 GF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8624813842(NAD 83)
 GF1027_MARKER: DD = SURVEY DISK
 GF1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF1027_SP_SET: CONCRETE POST
 GF1027_STAMPING: HRO C 1974
 GF1027_MARK LOGO: NOS   
 GF1027_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GF1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF1027+STABILITY: SURFACE MOTION
 GF1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1027+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1999
 GF1027
 GF1027  HISTORY     - Date     Condition        Report By
 GF1027  HISTORY     - 1974     MONUMENTED       NGS
 GF1027  HISTORY     - 19891109 GOOD             NGS
 GF1027  HISTORY     - 19921119 GOOD
 GF1027  HISTORY     - 19990609 GOOD             NGS
 GF1027
 GF1027                          STATION DESCRIPTION
 GF1027
 GF1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GF1027'THE STATION IS LOCATED AT THE NORTH END OF THE BOONE COUNTY AIRPORT.
 GF1027'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 7 AND ROUTE 65
 GF1027'BUSINESS, PROCEED NORTHERLY FOR 1.3 MI (2.1 KM) TO THE INTERSECTION
 GF1027'OF US 62, US 65, STATE 412, CONTINUE STRAIGHT ON US 62 FOR 2.25 MI
 GF1027'(3.62 KM) TO AIRPORT ROAD ON THE LEFT, TURN LEFT AND GO 0.55 MI
 GF1027'(0.89 KM) TO THE AIRPORT, TURN RIGHT AND GO 0.1 MI (0.2 KM) (PASSING
 GF1027'THE AIRPORT TERMINAL BUILDING ON NORTH SIDE) TO RAMP EDGE, TURN LEFT
 GF1027'AND FOLLOW EDGE 0.05 MI (0.08 KM) TO TAXIWAY, TURN RIGHT AND GO 0.45
 GF1027'MI (0.72 KM) TO STATION ON THE RIGHT.
 GF1027'THE STATION IS 114.75 FT (34.98 M) EAST OF FIRST RUNWAY LIGHT (ON EAST
 GF1027'SIDE)SOUTH OF RUNWAY END 18, 124.15 FT (37.84 M) EAST OF THE EAST
 GF1027'EDGE OF RUNWAY 18-36, 95.0 FT (29.0 M) SOUTH OF SOUTH EDGE OF
 GF1027'TAXIWAY, 52.0 FT (15.8 M) WEST OF WEST EDGE OF DRAINAGE DITCH.
 GF1027'THE STATION IS A NOS DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE
 GF1027'GROUND.
 GF1027'ACCESS TO THE AIRPORT AND STATION IS TO BE OBTAINED THROUGH JUDY
 GF1027'MCCUTCHEN, AIRPORT MANAGER, P.O. BOX 1114, HARRISON, AR 72601, PHONE
 GF1027'(501) 741-6954
 GF1027'DESCRIBED BY RALPH A. HARRELL, CHIEF OF PARTY, NOS, 11-22-92
 GF1027
 GF1027                          STATION RECOVERY (1989)
 GF1027
 GF1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF1027'THE STATION IS LOCATED AT THE BOONE COUNTY AIRPORT NEAR RWY END 18.
 GF1027'THE STATION IS 114.75 FT (34.98 M) EAST OF FIRST RWY LIGHT SOUTH OF
 GF1027'RUNWAY END, 124.15 EAST OF THE RUNWAY EDGE, 95.00 FT (28.96 M) SOUTH
 GF1027'OF SOUTH EDGE OF TAXIWAY, AND 3 FT (0.9 M) SOUTH OF A WITNESS POST.
 GF1027'THE STATION IS A STANDARD DISK SET IN A CONCRETE MONUMENT SET FLUSH
 GF1027'WITH THE GROUND, AND STAMPED HRO C, 1974.
 GF1027
 GF1027                          STATION RECOVERY (1992)
 GF1027
 GF1027'RECOVERED 1992
 GF1027'RECOVERED IN GOOD CONDITION.
 GF1027
 GF1027                          STATION RECOVERY (1999)
 GF1027
 GF1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 GF1027'RECOVERED AS DESCRIBED.  THIS IS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF1028 ***********************************************************************
 GF1028  SACS        -  This is a Secondary Airport Control Station.
 GF1028  DESIGNATION -  HRO D
 GF1028  PID         -  GF1028
 GF1028  STATE/COUNTY-  AR/BOONE
 GF1028  USGS QUAD   -  BATAVIA (1967)
 GF1028
 GF1028                         *CURRENT SURVEY CONTROL
 GF1028  ___________________________________________________________________
 GF1028* NAD 83(1997)-  36 15 17.55258(N)    093 09 17.42226(W)     ADJUSTED  
 GF1028* NAVD 88     -       410.53   (meters)    1346.9    (feet)  GPS OBS   
 GF1028  ___________________________________________________________________
 GF1028  X           -    -283,407.559 (meters)                     COMP
 GF1028  Y           -  -5,141,828.324 (meters)                     COMP
 GF1028  Z           -   3,751,260.791 (meters)                     COMP
 GF1028  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GF1028  ELLIP HEIGHT-         382.27  (meters)          (12/12/01) GPS OBS
 GF1028  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GF1028
 GF1028  HORZ ORDER  -  FIRST
 GF1028  ELLP ORDER  -  FOURTH    CLASS I
 GF1028
 GF1028.This mark is at Boone County Airport (HRO)
 GF1028
 GF1028.The horizontal coordinates were established by GPS observations
 GF1028.and adjusted by the National Geodetic Survey in February 2000..
 GF1028
 GF1028.The orthometric height was determined by GPS observations and a
 GF1028.high-resolution geoid model.
 GF1028
 GF1028.GPS derived orthometric heights for airport stations designated as
 GF1028.PACS or SACS are published to 2 decimal places.  This maintains
 GF1028.centimeter relative accuracy between the PACS and SACS.  It does
 GF1028.not indicate centimeter accuracy relative to other marks which are
 GF1028.part of the NAVD 88 network.
 GF1028
 GF1028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1028
 GF1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF1028
 GF1028.The ellipsoidal height was determined by GPS observations
 GF1028.and is referenced to NAD 83.
 GF1028
 GF1028.The geoid height was determined by GEOID03.
 GF1028
 GF1028;                    North         East     Units Scale Factor Converg.
 GF1028;SPC AR N     -   213,795.065   296,213.422   MT  1.00000433   -0 40 19.2
 GF1028;SPC AR N     -   701,425.98    971,826.87   sFT  1.00000433   -0 40 19.2
 GF1028;UTM  15      - 4,012,229.614   486,089.721   MT  0.99960238   -0 05 29.6
 GF1028
 GF1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF1028!SPC AR N     -   0.99994001  x   1.00000433  =   0.99994434
 GF1028!UTM  15      -   0.99994001  x   0.99960238  =   0.99954241
 GF1028
 GF1028                          SUPERSEDED SURVEY CONTROL
 GF1028
 GF1028  ELLIP H (02/17/00)  382.28   (m)                       GP(       ) 4 1
 GF1028  NAD 83(1997)-  36 15 17.55181(N)    093 09 17.42494(W) AD(       ) 1
 GF1028  ELLIP H (09/14/99)  382.33   (m)                       GP(       ) 4 1
 GF1028  NAD 83(1997)-  36 15 17.55258(N)    093 09 17.42224(W) AD(       ) 1
 GF1028  ELLIP H (06/23/99)  382.28   (m)                       GP(       ) 4 2
 GF1028  NAD 83(1997)-  36 15 17.55354(N)    093 09 17.42495(W) AD(       ) 2
 GF1028  NAD 83(1986)-  36 15 17.56357(N)    093 09 17.42551(W) AD(       ) 2
 GF1028  NGVD 29 (12/03/93)  410.38   (m)         1346.4    (f) LEVELING    3  
 GF1028
 GF1028.Superseded values are not recommended for survey control.
 GF1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1028.See file dsdata.txt to determine how the superseded data were derived.
 GF1028
 GF1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8609012230(NAD 83)
 GF1028_MARKER: DD = SURVEY DISK
 GF1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF1028_SP_SET: CONCRETE POST
 GF1028_STAMPING: HRO D 1974
 GF1028_MARK LOGO: NOS   
 GF1028_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GF1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF1028+STABILITY: SURFACE MOTION
 GF1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1028+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1999
 GF1028
 GF1028  HISTORY     - Date     Condition        Report By
 GF1028  HISTORY     - 1974     MONUMENTED       NGS
 GF1028  HISTORY     - 19891109 GOOD             NGS
 GF1028  HISTORY     - 19921119 GOOD
 GF1028  HISTORY     - 19990609 GOOD             NGS
 GF1028
 GF1028                          STATION DESCRIPTION
 GF1028
 GF1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GF1028'THE STATION IS LOCATED AT THE SOUTH END OF THE BOONE COUNTY AIRPORT.
 GF1028'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 7 AND ROUTE 65
 GF1028'BUSINESS, PROCEED NORTHERLY FOR 1.3 MI (2.1 KM) TO THE INTERSECTION
 GF1028'OF US 62, US 65, STATE 412, CONTINUE STRAIGHT ON US 62 FOR 2.25 MI
 GF1028'(3.62 KM) TO AIRPORT ROAD ON THE LEFT, TURN LEFT AND GO 0.55 MI
 GF1028'(0.89 KM) TO THE AIRPORT, TURN RIGHT AND GO 0.1 MI (0.2 KM) (PASSING
 GF1028'THE AIRPORT TERMINAL BUILDING ON NORTH SIDE) TO RAMP EDGE, TURN LEFT
 GF1028'AND FOLLOW EDGE 0.05 MI (0.08 KM) TO TAXIWAY, TURN LEFT AND GO 0.45
 GF1028'MI (0.72 KM) TO STATION ON THE RIGHT.
 GF1028'THE STATION IS 127.10 FT (38.74 M) EAST OF THE EAST EDGE OF RUNWAY
 GF1028'18-36, 95.05 FT (28.97 M) NORTH OF THE NORTH EDGE OF TAXIWAY, 118.6
 GF1028'FT (36.1 M) NORTHEAST OF TAXIWAY SIGN, AND 169.1 FT (51.5 M)
 GF1028'SOUTHEAST OF THE FIRST RUNWAY LIGHT (ON EAST SIDE OF RUNWAY) NORTH OF
 GF1028'TAXIWAY, 160.4 FT (48.9 M) WEST OF WEST EDGE OF TAXIWAY.
 GF1028'THE STATION IS A NOS DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE
 GF1028'GROUND.
 GF1028'ACCESS TO THE AIRPORT AND STATION IS TO BE OBTAINED THROUGH JUDY
 GF1028'MCCUTCHEN, AIRPORT MANAGER, P.O. BOX 1114, HARRISON, AR 72601, PHONE
 GF1028'(501) 741-6954
 GF1028'DESCRIBED BY RALPH A. HARRELL, CHIEF OF PARTY, NOS, 11-22-92
 GF1028
 GF1028                          STATION RECOVERY (1989)
 GF1028
 GF1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF1028'THE STATION IS LOCATED AT THE BOONE COUNTY AIRPORT NEAR RWY END 36.
 GF1028'THE STATION IS 127.10 FT (38.74 M) EAST OF EAST EDGE OF THE RUNWAY,
 GF1028'117.85 FT (35.92 M) EAST OF FIRST RUNWAY LIGHT NORTH OF THE RUNWAY
 GF1028'END, 95.5 FT (29.1 M) NORTH OF NORTH EDGE OF TAXIWAY, AND 3 FT (0.9 M)
 GF1028'NORTH OF WITNESS POST.  THE STATION IS A STANDARD DISK SET IN A
 GF1028'CONCRETE MONUMENT SET FLUSH WITH THE GROUHD, AND STAMPED HRO D, 1974.
 GF1028
 GF1028                          STATION RECOVERY (1992)
 GF1028
 GF1028'RECOVERED 1992
 GF1028'RECOVERED IN GOOD CONDITION.
 GF1028
 GF1028                          STATION RECOVERY (1999)
 GF1028
 GF1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 GF1028'RECOVERED AS DESCRIBED.  THIS IS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1855 ***********************************************************************
 FG1855  DESIGNATION -  HUCKLEBERRY
 FG1855  PID         -  FG1855
 FG1855  STATE/COUNTY-  AR/LOGAN
 FG1855  USGS QUAD   -  CHICKALAH MOUNTAIN WEST (1972)
 FG1855
 FG1855                         *CURRENT SURVEY CONTROL
 FG1855  ___________________________________________________________________
 FG1855* NAD 83(1997)-  35 13 25.77580(N)    093 28 20.51416(W)     ADJUSTED  
 FG1855* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 FG1855  ___________________________________________________________________
 FG1855  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FG1855  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FG1855
 FG1855  HORZ ORDER  -  FIRST
 FG1855
 FG1855.The horizontal coordinates were established by classical geodetic methods
 FG1855.and adjusted by the National Geodetic Survey in September 1999..
 FG1855
 FG1855.The orthometric height was scaled from a topographic map.
 FG1855
 FG1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1855
 FG1855.The geoid height was determined by GEOID03.
 FG1855
 FG1855;                    North         East     Units Scale Factor Converg.
 FG1855;SPC AR N     -    99,794.713   265,968.468   MT  0.99995560   -0 51 24.4
 FG1855;SPC AR N     -   327,409.82    872,598.22   sFT  0.99995560   -0 51 24.4
 FG1855;UTM  15      - 3,897,967.248   457,013.448   MT  0.99962277   -0 16 20.8
 FG1855
 FG1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1855!SPC AR N     -   0.99991375  x   0.99995560  =   0.99986935
 FG1855!UTM  15      -   0.99991375  x   0.99962277  =   0.99953655
 FG1855
 FG1855|---------------------------------------------------------------------|
 FG1855| PID    Reference Object                     Distance      Geod. Az  |
 FG1855|                                                           dddmmss.s |
 FG1855| FG1856 HUCKLEBERRY MOUNTAIN LOT             27.645 METERS 13933     |
 FG1855| CI1696 HUCKLEBERRY RM 1                     36.763 METERS 17943     |
 FG1855| CI1695 HUCKLEBERRY AZ MK                                  2871150.1 |
 FG1855| CI1697 HUCKLEBERRY RM 2                     30.229 METERS 29205     |
 FG1855|---------------------------------------------------------------------|
 FG1855
 FG1855                          SUPERSEDED SURVEY CONTROL
 FG1855
 FG1855  NAD 83(1997)-  35 13 25.78701(N)    093 28 20.51141(W) AD(       ) 1
 FG1855  NAD 83(1986)-  35 13 25.78758(N)    093 28 20.51060(W) AD(       ) 1
 FG1855  NAD 27      -  35 13 25.47300(N)    093 28 19.84200(W) AD(       ) 1
 FG1855
 FG1855.Superseded values are not recommended for survey control.
 FG1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1855.See file dsdata.txt to determine how the superseded data were derived.
 FG1855
 FG1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5701397967(NAD 83)
 FG1855_MARKER: DS = TRIANGULATION STATION DISK
 FG1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1855
 FG1855  HISTORY     - Date     Condition        Report By
 FG1855  HISTORY     - 1940     MONUMENTED       CGS
 FG1855  HISTORY     - 1959     GOOD             CGS
 FG1855
 FG1855                          STATION DESCRIPTION
 FG1855
 FG1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1855'THE STATION IS LOCATED ON THE HIGHEST POINT OF A FLAT-TOPPED
 FG1855'MOUNTAIN, LOCALLY KNOWN AS HUCKLEBERRY MOUNTAIN, ON LAND OWNED
 FG1855'BY THE U.S. FOREST SERVICE.  IT IS ABOUT 15 MILES ESE OF PARIS,
 FG1855'AND 5 MILES SW OF NEW BLAINE.
 FG1855'
 FG1855'SURFACE, UNDERGROUND, REFERENCE MARK NO.2, AND AZIMUTH MARK
 FG1855'ARE STANDARD DISKS SET IN CONCRETE.
 FG1855'SURFACE MARK IS SET FLUSH IN A LARGE MASS OF
 FG1855'CONCRETE, 6 INCHES BELOW THE SURFACE, AND IS STAMPED
 FG1855'HUCKLEBERRY 1940.  IT IS 42 FEET N OF THE CENTER OF A GRAVEL
 FG1855'ROAD, 27.632 METERS NW OF THE CENTER OF THE FIRE TOWER, 41
 FG1855'FEET E OF A TELEPHONE POLE, AND 76 FEET WNW OF THE NW LEG OF
 FG1855'THE FIRE TOWER.
 FG1855'
 FG1855'REFERENCE MARK NO.1 IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 FG1855'3- BY 4-FOOT BOULDER, STAMPED HUCKLEBERRY NO.1, 1940, AND IS
 FG1855'SET FLUSH WITH THE GROUND.  IT IS 73 FEET N OF THE TOWERMANS
 FG1855'HOUSE, 63 FEET SW OF THE SW LEG OF THE FIRE TOWER, AND ON THE
 FG1855'SAME LEVEL AS THE STATION.
 FG1855'
 FG1855'REFERENCE MARK NO.2 IS STAMPED HUCKLEBERRY NO.2, 1940, AND
 FG1855'PROJECTS 4 INCHES.  IT IS 43 FEET N OF THE CENTER OF A GRAVEL
 FG1855'ROAD AND ON THE SAME LEVEL AS THE STATION.
 FG1855'
 FG1855'THE AZIMUTH MARK IS SET ON THE S SIDE OF THE MAIN GRAVEL ROAD
 FG1855'LEADING TO THE STATION.  THE MARK IS STAMPED HUCKLEBERRY 1940,
 FG1855'AND PROJECTS 4 INCHES.  IT IS 7.3 FEET NW OF A WHITE REFERENCE
 FG1855'POST, AND 20 FEET S OF THE CENTER OF A GRAVEL ROAD.
 FG1855'
 FG1855'TO REACH THE STATION FROM THE POST OFFICE IN NEW BLAINE, GO
 FG1855'W ON STATE HIGHWAY NO.22 FOR 0.55 MILE TO ROLLANS STORE ON THE
 FG1855'LEFT, TURN SHARP LEFT, SE, AND FOLLOW MAIN-TRAVELED ROAD 4.35
 FG1855'MILES TO A FORK JUST BEYOND A LARGE CHURCH, TAKE RIGHT FORK AND
 FG1855'GO 2.65 MILES TO A T-ROAD, TURN RIGHT AND GO 3.2 MILES TO A
 FG1855'GRAVEL ROAD TO THE RIGHT AND A SIGN (FIRE TOWER 3 MILES),
 FG1855'TURN RIGHT AND FOLLOW GRAVEL ROAD 3.2 MILES TO AZIMUTH MARK
 FG1855'ON THE RIGHT, CONTINUE 0.3 MILE TO STATION ON THE LEFT NEAR
 FG1855'THE FIRE TOWER.
 FG1855'
 FG1855'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1855
 FG1855                          STATION RECOVERY (1959)
 FG1855
 FG1855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1855'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FG1855'CONDITION.  THE MILEAGE WAS NOT CHECKED FROM NEW BLAINE BUT
 FG1855'THE DESCRIPTION APPEARED TO BE ADEQUATE BY CHECKING THE COUNTY
 FG1855'HIGHWAY MAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1856 ***********************************************************************
 FG1856  DESIGNATION -  HUCKLEBERRY MOUNTAIN LOT
 FG1856  PID         -  FG1856
 FG1856  STATE/COUNTY-  AR/LOGAN
 FG1856  USGS QUAD   -  CHICKALAH MOUNTAIN WEST (1972)
 FG1856
 FG1856                         *CURRENT SURVEY CONTROL
 FG1856  ___________________________________________________________________
 FG1856* NAD 83(1997)-  35 13 25.09321(N)    093 28 19.80490(W)     ADJUSTED  
 FG1856* NAVD 88     -                                                        
 FG1856  ___________________________________________________________________
 FG1856  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FG1856  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FG1856
 FG1856  HORZ ORDER  -  THIRD
 FG1856
 FG1856.The horizontal coordinates were established by classical geodetic methods
 FG1856.and adjusted by the National Geodetic Survey in September 1999..
 FG1856
 FG1856
 FG1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1856
 FG1856.The geoid height was determined by GEOID03.
 FG1856
 FG1856;                    North         East     Units Scale Factor Converg.
 FG1856;SPC AR N     -    99,773.412   265,986.087   MT  0.99995562   -0 51 24.0
 FG1856;SPC AR N     -   327,339.94    872,656.02   sFT  0.99995562   -0 51 24.0
 FG1856;UTM  15      - 3,897,946.135   457,031.277   MT  0.99962275   -0 16 20.4
 FG1856
 FG1856                          SUPERSEDED SURVEY CONTROL
 FG1856
 FG1856  NAD 83(1997)-  35 13 25.10442(N)    093 28 19.80214(W) AD(       ) 4
 FG1856  NAD 83(1986)-  35 13 25.10593(N)    093 28 19.80024(W) AD(       ) 4
 FG1856  NAD 27      -  35 13 24.79100(N)    093 28 19.13300(W) AD(       ) 3
 FG1856
 FG1856.Superseded values are not recommended for survey control.
 FG1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1856.See file dsdata.txt to determine how the superseded data were derived.
 FG1856
 FG1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5703197946(NAD 83)
 FG1856_MARKER: 57 = LOOKOUT TOWER
 FG1856
 FG1856  HISTORY     - Date     Condition        Report By
 FG1856  HISTORY     - 1940     FIRST OBSERVED   USFS
 FG1856
 FG1856                          STATION DESCRIPTION
 FG1856
 FG1856'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1330 ***********************************************************************
 DL1330  DESIGNATION -  HUDSON
 DL1330  PID         -  DL1330
 DL1330  STATE/COUNTY-  AR/UNION
 DL1330  USGS QUAD   -  GARDNER (1981)
 DL1330
 DL1330                         *CURRENT SURVEY CONTROL
 DL1330  ___________________________________________________________________
 DL1330* NAD 83(1997)-  33 04 57.11744(N)    092 29 51.35634(W)     ADJUSTED  
 DL1330* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 DL1330  ___________________________________________________________________
 DL1330  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DL1330  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL1330
 DL1330  HORZ ORDER  -  FIRST
 DL1330
 DL1330.The horizontal coordinates were established by classical geodetic methods
 DL1330.and adjusted by the National Geodetic Survey in September 1999..
 DL1330
 DL1330.The orthometric height was scaled from a topographic map.
 DL1330
 DL1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1330
 DL1330.The geoid height was determined by GEOID03.
 DL1330
 DL1330;                    North         East     Units Scale Factor Converg.
 DL1330;SPC AR S     -   446,239.083   353,538.732   MT  1.00005532   -0 16 42.6
 DL1330;SPC AR S     - 1,464,036.06  1,159,901.66   sFT  1.00005532   -0 16 42.6
 DL1330;SPC LA N     -   286,359.979 1,000,224.201   MT  1.00012131   +0 00 04.6
 DL1330;SPC LA N     -   939,499.36  3,281,568.90   sFT  1.00012131   +0 00 04.6
 DL1330;UTM  15      - 3,660,548.792   546,888.710   MT  0.99962711   +0 16 27.3
 DL1330
 DL1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1330!SPC AR S     -   0.99999125  x   1.00005532  =   1.00004657
 DL1330!SPC LA N     -   0.99999125  x   1.00012131  =   1.00011256
 DL1330!UTM  15      -   0.99999125  x   0.99962711  =   0.99961837
 DL1330
 DL1330:                Primary Azimuth Mark                     Grid Az
 DL1330:SPC AR S     -  TAUNTON                                  107 12 25.8
 DL1330:SPC LA N     -  TAUNTON                                  106 55 38.6
 DL1330:UTM  15      -  TAUNTON                                  106 39 15.9
 DL1330
 DL1330|---------------------------------------------------------------------|
 DL1330| PID    Reference Object                     Distance      Geod. Az  |
 DL1330|                                                           dddmmss.s |
 DL1330| DL1326 TAUNTON                             APPROX.14.0 KM 1065543.2 |
 DL1330| CY6265 HUDSON RM 1                          27.652 METERS 15658     |
 DL1330| CY6266 HUDSON RM 2                          28.216 METERS 27721     |
 DL1330|---------------------------------------------------------------------|
 DL1330
 DL1330                          SUPERSEDED SURVEY CONTROL
 DL1330
 DL1330  NAD 83(1997)-  33 04 57.12714(N)    092 29 51.34973(W) AD(       ) 1
 DL1330  NAD 83(1986)-  33 04 57.12992(N)    092 29 51.34807(W) AD(       ) 1
 DL1330  NAD 27      -  33 04 56.64600(N)    092 29 50.82200(W) AD(       ) 1
 DL1330
 DL1330.Superseded values are not recommended for survey control.
 DL1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1330.See file dsdata.txt to determine how the superseded data were derived.
 DL1330
 DL1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4688960549(NAD 83)
 DL1330_MARKER: DS = TRIANGULATION STATION DISK
 DL1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1330
 DL1330  HISTORY     - Date     Condition        Report By
 DL1330  HISTORY     - 1952     MONUMENTED       CGS
 DL1330  HISTORY     - 1964     GOOD             CGS
 DL1330
 DL1330                          STATION DESCRIPTION
 DL1330
 DL1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1330'THE STATION IS ABOUT 8.5 MILES WEST-SOUTHWEST OF STRONG,
 DL1330'ARKANSAS, 5 MILES NORTH OF THE ARKANSAS-LOUISIANA STATE LINE
 DL1330'AND ON LAND OWNED BY W.T. HUDSON.  IT IS 61 FEET NORTH OF THE
 DL1330'CENTER OF A GRAVELED ROAD, 41 FEET EAST OF AN 18-INCH OAK TREE
 DL1330'AND 5 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1330'
 DL1330'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL1330'STATE HIGHWAY 129 IN STRONG, GO WEST ON U.S. HIGHWAY 82 FOR
 DL1330'9.2 MILES TO A SIDE ROAD ON THE LEFT.  (THIS IS 0.05 MILE WEST
 DL1330'OF THE BRUNSIDE STORE) TURN LEFT (SOUTH) AND FOLLOW THE MAIN
 DL1330'GRAVELED ROAD FOR 3.9 MILES TO A Y-JUNCTION, CONTINUE ON THE
 DL1330'RIGHT ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT AS
 DL1330'DESCRIBED.
 DL1330'
 DL1330'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DL1330'HUDSON 1952.
 DL1330'
 DL1330'REFERENCE MARK 1 IS 29 FEET SOUTH OF THE CENTER OF THE GRAVELED
 DL1330'ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DL1330'HUDSON NO 1 1952.
 DL1330'
 DL1330'REFERENCE MARK 2 IS 30 FEET SOUTH OF A 16-INCH OAK TREE.  THE
 DL1330'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED HUDSON NO 2 1952.
 DL1330'
 DL1330'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISHED AN AZIMUTH
 DL1330'MARK.
 DL1330
 DL1330                          STATION RECOVERY (1964)
 DL1330
 DL1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1330'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1330'CONDITION.  DUE TO SLIGHT CHANGES IN ROADS A NEW DESCRIPTION
 DL1330'TO REACH THE STATION FOLLOWS--TO REACH FROM STRONG, FROM THE
 DL1330'JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 129, GO WEST ON U.S.
 DL1330'82 FOR 2.35 MILES TO FORKS, CONTINUE ON HIGHWAY ON LEFT FORK FOR
 DL1330'6.1 MILES TO A SIDE ROAD LEFT ABOUT 0.05 MILE BEYOND BURNSIDE
 DL1330'STORE, TURN LEFT AND FOLLOW MAIN ROAD SOUTHERLY FOR 3.95 MILES TO
 DL1330'STATION ON RIGHT TO NORTH OF INTERSECTION OF MAIN ROAD AND A
 DL1330'DRIVEWAY LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1036 ***********************************************************************
 DK1036  DESIGNATION -  HUDSPETH
 DK1036  PID         -  DK1036
 DK1036  STATE/COUNTY-  AR/ASHLEY
 DK1036  USGS QUAD   -  JEROME (1981)
 DK1036
 DK1036                         *CURRENT SURVEY CONTROL
 DK1036  ___________________________________________________________________
 DK1036* NAD 83(1986)-  33 26 24.     (N)    091 27 06.     (W)     SCALED    
 DK1036* NAVD 88     -        40.686  (meters)     133.48   (feet)  ADJUSTED  
 DK1036  ___________________________________________________________________
 DK1036  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DK1036  DYNAMIC HT  -          40.644 (meters)     133.35  (feet)  COMP
 DK1036  MODELED GRAV-     979,595.6   (mgal)                       NAVD 88
 DK1036
 DK1036  VERT ORDER  -  SECOND    CLASS 0
 DK1036
 DK1036.The horizontal coordinates were scaled from a topographic map and have
 DK1036.an estimated accuracy of +/- 6 seconds.
 DK1036
 DK1036.The orthometric height was determined by differential leveling
 DK1036.and adjusted by the National Geodetic Survey in June 1991..
 DK1036
 DK1036.The geoid height was determined by GEOID03.
 DK1036
 DK1036.The dynamic height is computed by dividing the NAVD 88
 DK1036.geopotential number by the normal gravity value computed on the
 DK1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1036.degrees latitude (g = 980.6199 gals.).
 DK1036
 DK1036.The modeled gravity was interpolated from observed gravity values.
 DK1036
 DK1036;                    North         East    Units  Estimated Accuracy
 DK1036;SPC AR S     -   485,910.      450,990.      MT  (+/- 180 meters Scaled)
 DK1036
 DK1036                          SUPERSEDED SURVEY CONTROL
 DK1036
 DK1036  NGVD 29 (??/??/??)   40.801  (m)          133.86   (f) ADJUSTED    2 0
 DK1036
 DK1036.Superseded values are not recommended for survey control.
 DK1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1036.See file dsdata.txt to determine how the superseded data were derived.
 DK1036
 DK1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT439011(NAD 83)
 DK1036_MARKER: P = PIPE CAP
 DK1036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1036_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1036
 DK1036  HISTORY     - Date     Condition        Report By
 DK1036  HISTORY     - UNK      MONUMENTED       DOD
 DK1036  HISTORY     - 1932     GOOD             CGS
 DK1036  HISTORY     - 1934     GOOD             CGS
 DK1036
 DK1036                          STATION DESCRIPTION
 DK1036
 DK1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK1036'0.25 MI N FROM HUDSPETH.
 DK1036'LOCATED ON THE RIGHT OF WAY OF THE MO. PAC. R.R. 1/4 MILE NORTH OF
 DK1036'STATION HUDSPETH.  46 FEET EAST OF THE EAST RAIL AT A POINT 8 FEET
 DK1036'SOUTH OF NORTH SWITCH POINT, 85 FEET SOUTH OF THE CENTER LINE OF A
 DK1036'GRADE CROSSING, 208 FEET SOUTH OF THE SOUTH END OF THE SECTION HOUSE
 DK1036'AND 112 FEET SOUTH OF E 13.  THE TOP OF A CAPPED, 1 1/2 INCH IRON PIPE
 DK1036'PROJECTING SEVERAL INCHES ABOVE THE GROUND.
 DK1036
 DK1036                          STATION RECOVERY (1934)
 DK1036
 DK1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DK1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3039 ***********************************************************************
 EH3039  DESIGNATION -  HUGHES
 EH3039  PID         -  EH3039
 EH3039  STATE/COUNTY-  AR/LONOKE
 EH3039  USGS QUAD   -  SHERRILL (1971)
 EH3039
 EH3039                         *CURRENT SURVEY CONTROL
 EH3039  ___________________________________________________________________
 EH3039* NAD 83(1997)-  34 29 31.01703(N)    091 59 17.52958(W)     ADJUSTED  
 EH3039* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 EH3039  ___________________________________________________________________
 EH3039  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EH3039  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH3039
 EH3039  HORZ ORDER  -  FIRST
 EH3039
 EH3039.The horizontal coordinates were established by classical geodetic methods
 EH3039.and adjusted by the National Geodetic Survey in September 1999..
 EH3039
 EH3039.The orthometric height was scaled from a topographic map.
 EH3039
 EH3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3039
 EH3039.The geoid height was determined by GEOID03.
 EH3039
 EH3039;                    North         East     Units Scale Factor Converg.
 EH3039;SPC AR S     -   602,449.309   401,083.518   MT  0.99995026   +0 00 23.8
 EH3039;SPC AR S     - 1,976,535.77  1,315,888.18   sFT  0.99995026   +0 00 23.8
 EH3039;UTM  15      - 3,817,169.041   592,896.954   MT  0.99970637   +0 34 22.8
 EH3039
 EH3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3039!SPC AR S     -   0.99999329  x   0.99995026  =   0.99994355
 EH3039!UTM  15      -   0.99999329  x   0.99970637  =   0.99969966
 EH3039
 EH3039|---------------------------------------------------------------------|
 EH3039| PID    Reference Object                     Distance      Geod. Az  |
 EH3039|                                                           dddmmss.s |
 EH3039| CY6268 HUGHES RM 1                          52.599 METERS 04133     |
 EH3039| CY6267 HUGHES AZ MK                                       1273152.2 |
 EH3039| CY6269 HUGHES RM 2                          51.374 METERS 20824     |
 EH3039|---------------------------------------------------------------------|
 EH3039
 EH3039                          SUPERSEDED SURVEY CONTROL
 EH3039
 EH3039  NAD 83(1986)-  34 29 31.02524(N)    091 59 17.52140(W) AD(       ) 1
 EH3039  NAD 27      -  34 29 30.68300(N)    091 59 17.01700(W) AD(       ) 1
 EH3039
 EH3039.Superseded values are not recommended for survey control.
 EH3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3039.See file dsdata.txt to determine how the superseded data were derived.
 EH3039
 EH3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9289717169(NAD 83)
 EH3039_MARKER: DS = TRIANGULATION STATION DISK
 EH3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH3039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3039+STABILITY: SURFACE MOTION
 EH3039
 EH3039  HISTORY     - Date     Condition        Report By
 EH3039  HISTORY     - 1940     MONUMENTED       CGS
 EH3039  HISTORY     - 19690217 GOOD             USGS
 EH3039  HISTORY     - 19760407 GOOD             USGS
 EH3039  HISTORY     - 19980901 GOOD             NRCS
 EH3039
 EH3039                          STATION DESCRIPTION
 EH3039
 EH3039'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3039'ABOUT 4 MILES AIRLINE SSW OF ENGLAND AND 8 MILES AIR-LINE NNE
 EH3039'OF SHERRILL ON PROPERTY OF J.L. HUGHES.
 EH3039'
 EH3039'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH3039'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH3039'
 EH3039'STATION MARK IS 96 FEET S OF SW CORNER OF HOUSE, 118 FEET
 EH3039'E OF CENTER LINE OF ROAD, 71.5 FEET E OF WHITE WITNESS POST,
 EH3039'BELOW GROUND SURFACE 12 INCHES AND STAMPED HUGHES 1940.
 EH3039'
 EH3039'REFERENCE MARK NO.1 IS 47.5 FEET NE OF NE CORNER OF HOUSE,
 EH3039'2.5 FEET SE OF CHICKEN HOUSE, STAMPED HUGHES NO.1 1940.
 EH3039'
 EH3039'REFERENCE MARK NO.2 IS 28 FEET S OF SE CORNER OF STORE HOUSE,
 EH3039'7 FEET W OF GARAGE, STAMPED HUGHES NO.2 1940.  STATION MARK
 EH3039'AND THE REFERENCE MARKS ARE THE SAME ELEVATION.
 EH3039'
 EH3039'THE AZIMUTH MARK IS IN BARNYARD 1 FOOT W OF FENCE LINE, ABOUT
 EH3039'40 FEET S OF SHED, 2.45 FEET S OF WHITE WITNESS POST AND
 EH3039'STAMPED HUGHES 1940.
 EH3039'
 EH3039'REACHED FROM ENGLAND BY CROSSING RAILROAD TRACKS AT DEPOT
 EH3039'WESTERLY AND TURNING LEFT (S) ON THE FIRST STREET, GO S ON
 EH3039'THIS STREET AND ROAD 0.4 MILE TO JUNCTION WITH THE MAIN GRAVELED
 EH3039'ROAD, TURN LEFT AND FOLLOW SW AND W 2.8 MILES TO SHARP LEFT
 EH3039'TURN, CONTINUE S 1.7 MILES TO STATION ON LEFT WHERE ROAD SWINGS
 EH3039'RIGHT AT A WHITE BUNGALOW.
 EH3039'
 EH3039'A 116-FOOT TOWER WAS USED.
 EH3039
 EH3039                          STATION RECOVERY (1969)
 EH3039
 EH3039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EH3039'RECOVERED IN GOOD CONDITION.
 EH3039
 EH3039                          STATION RECOVERY (1976)
 EH3039
 EH3039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JPM)
 EH3039'RECOVERED IN GOOD CONDITION.
 EH3039
 EH3039                          STATION RECOVERY (1998)
 EH3039
 EH3039'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3039'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1892 ***********************************************************************
 FF1892  DESIGNATION -  HUGHES
 FF1892  PID         -  FF1892
 FF1892  STATE/COUNTY-  AR/MISSISSIPPI
 FF1892  USGS QUAD   -  HALF MOON (1983)
 FF1892
 FF1892                         *CURRENT SURVEY CONTROL
 FF1892  ___________________________________________________________________
 FF1892* NAD 83(1997)-  35 54 45.74613(N)    090 00 46.90463(W)     ADJUSTED  
 FF1892* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 FF1892  ___________________________________________________________________
 FF1892  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FF1892  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF1892
 FF1892  HORZ ORDER  -  SECOND
 FF1892
 FF1892.The horizontal coordinates were established by classical geodetic methods
 FF1892.and adjusted by the National Geodetic Survey in September 1999..
 FF1892
 FF1892.The orthometric height was scaled from a topographic map.
 FF1892
 FF1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1892
 FF1892.The geoid height was determined by GEOID03.
 FF1892
 FF1892;                    North         East     Units Scale Factor Converg.
 FF1892;SPC AR N     -   177,029.629   579,329.132   MT  0.99995232   +1 09 22.4
 FF1892;SPC AR N     -   580,804.71  1,900,682.33   sFT  0.99995232   +1 09 22.4
 FF1892;SPC MO E     -     8,916.037   293,952.669   MT  0.99995713   +0 17 08.3
 FF1892;UTM  15      - 3,978,389.764   769,543.360   MT  1.00049534   +1 45 11.0
 FF1892;UTM  16      - 3,978,462.070   228,104.484   MT  1.00051104   -1 46 06.2
 FF1892
 FF1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1892!SPC AR N     -   0.99999294  x   0.99995232  =   0.99994526
 FF1892!SPC MO E     -   0.99999294  x   0.99995713  =   0.99995007
 FF1892!UTM  15      -   0.99999294  x   1.00049534  =   1.00048827
 FF1892!UTM  16      -   0.99999294  x   1.00051104  =   1.00050397
 FF1892
 FF1892:                Primary Azimuth Mark                     Grid Az
 FF1892:SPC AR N     -  AIRPORT BCN BLYTHEVILLE APT              039 28 39.9
 FF1892:SPC MO E     -  AIRPORT BCN BLYTHEVILLE APT              040 20 54.0
 FF1892:UTM  15      -  AIRPORT BCN BLYTHEVILLE APT              038 52 51.3
 FF1892:UTM  16      -  AIRPORT BCN BLYTHEVILLE APT              042 24 08.5
 FF1892
 FF1892|---------------------------------------------------------------------|
 FF1892| PID    Reference Object                     Distance      Geod. Az  |
 FF1892|                                                           dddmmss.s |
 FF1892| FE2718 AIRPORT BCN BLYTHEVILLE APT         APPROX. 6.8 KM 0403802.3 |
 FF1892| FE2727 BLYTHEVILLE COMPRESS TANK           APPROX. 9.9 KM 0745556.4 |
 FF1892| FE2730 BLYTHEVILLE POLICE DEPT RAD MA      APPROX. 9.9 KM 0792300.2 |
 FF1892| CI3888 HUGHES RM 1                          29.222 METERS 07941     |
 FF1892| FE2729 BLYTHEVILLE FED COMP WHSE W TK      APPROX. 8.4 KM 0801816.2 |
 FF1892| FE2728 BLYTHEVILLE FED COMP WHSE E TK      APPROX. 9.4 KM 0822451.0 |
 FF1892| FE2731 BLYTHEVILLE WATER CO E TANK         APPROX. 9.8 KM 0830338.7 |
 FF1892| FE2691 BLYTHEVILLE RAD STA KLCN MAST       APPROX.12.9 KM 0845047.9 |
 FF1892| CI3889 HUGHES RM 2                          32.649 METERS 18935     |
 FF1892| CI3887 HUGHES AZ MK                                       3124247.4 |
 FF1892|---------------------------------------------------------------------|
 FF1892
 FF1892                          SUPERSEDED SURVEY CONTROL
 FF1892
 FF1892  NAD 83(1997)-  35 54 45.74956(N)    090 00 46.90708(W) AD(       ) 2
 FF1892  NAD 83(1986)-  35 54 45.75874(N)    090 00 46.90402(W) AD(       ) 2
 FF1892  NAD 27      -  35 54 45.49660(N)    090 00 46.58160(W) AD(       ) 2
 FF1892
 FF1892.Superseded values are not recommended for survey control.
 FF1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1892.See file dsdata.txt to determine how the superseded data were derived.
 FF1892
 FF1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6954378390(NAD 83)
 FF1892_MARKER: DS = TRIANGULATION STATION DISK
 FF1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1892
 FF1892  HISTORY     - Date     Condition        Report By
 FF1892  HISTORY     - 1955     MONUMENTED       CGS
 FF1892  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FF1892  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF1892
 FF1892                          STATION DESCRIPTION
 FF1892
 FF1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1892'THE STATION IS ABOUT 5-1/2 MILES WEST OF BLYTHEVILLE, 4-1/2
 FF1892'MILES NORTH-NORTHEAST OF DELL, 200 FEET NORTH OF R.D. HUGHES
 FF1892'STORE, 52 FEET SOUTHEAST OF A LARGE DITCH, 100 FEET NORTHEAST OF
 FF1892'THE ENGINE HOUSE FOR A GIN, 36 FEET SOUTH-SOUTHWEST OF A 36
 FF1892'INCH TREE AND 6 FEET EAST OF A 4 IN X 4 IN WITNESS POST.
 FF1892'
 FF1892'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1892'HUGHES 1955.
 FF1892'
 FF1892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 FF1892'AND STATE HIGHWAY 18 IN BLYTHEVILLE, GO WEST ON STATE HIGHWAY
 FF1892'18 FOR 0.5 MILE, TURN LEFT AND GO SOUTH ON THE HIGHWAY FOR
 FF1892'0.35 MILE, TURN RIGHT AND GO WEST ON THE HIGHWAY FOR 0.5
 FF1892'MILE TO A LEFT CURVE IN THE HIGHWAY AND A GRAVEL ROAD CONTINUING
 FF1892'STRAIGHT AHEAD, CROSS RAILROAD TRACKS AND CONTINUE WEST ON THE
 FF1892'GRAVEL ROAD FOR 1.5 MILES TO A FORK, TURN LEFT AND FOLLOW MAIN
 FF1892'TRAVELED ROAD SOUTHWEST AND WEST FOR 3.35 MILES TO R.D. HUGHES
 FF1892'STORE AND GIN ON THE RIGHT AND THE STATION MARK BEHIND THE
 FF1892'GIN- CONTINUE WEST FOR 0.05 MILE TO A FORK, TURN RIGHT AND
 FF1892'GO NORTH ON A DIRT ROAD FOR 0.3 MILE TO A LEFT CURVE, TURN
 FF1892'LEFT AND GO WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 FF1892'RIGHT.
 FF1892'
 FF1892'R.M. 1 IS 12 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE
 FF1892'AND 5 FEET WEST OF THE NORTHWEST CORNER OF A PUMP HOUSE.
 FF1892'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FF1892'HUGHES NO 1 1955.
 FF1892'
 FF1892'R.M. 2 IS 18 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 FF1892'OF THE ENGINE HOUSE, 15 FEET EAST-SOUTHEAST OF THE NORTHEAST
 FF1892'CORNER OF THE GIN AND 1 FOOT EAST OF A CONCRETE PILLAR FOOTING.
 FF1892'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HUGHES
 FF1892'NO 2 1955.
 FF1892'
 FF1892'THE AZIMUTH MARK IS 54 FEET NORTH OF THE DIRT ROAD, 32 FEET WEST
 FF1892'OF A DRIVEWAY, 2 FEET SOUTH OF A 4 IN X 4 IN WITNESS POST
 FF1892'AND 2 FEET SOUTHEAST OF A POWER-LINE POLE.  THE MARK IS FLUSH
 FF1892'WITH THE GROUND AND THE DISK IS STAMPED HUGHES 1955.
 FF1892'
 FF1892'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 FF1892
 FF1892                          STATION RECOVERY (1960)
 FF1892
 FF1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FF1892'THE SURFACE STATION DISK WAS FOUND TO BE DESTROYED.  THE
 FF1892'UNDERGROUND STATION MARK, REFERENCE MARKS AND THE AZIMUTH
 FF1892'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 FF1892'UNDERGROUND STATION MARK WAS HELD INTACT AND A SURFACE STATION
 FF1892'MARK WAS RE-MARKED IN THE PRECISE ORIGINAL POSITION.
 FF1892'
 FF1892'A COMPLETE DESCRIPTION FOLLOWS- THE STATION IS ABOUT 5-1/2
 FF1892'MILES WEST OF BLYTHEVILLE, 4-1/2 MILES NORTHEAST OF DELL,
 FF1892'100 FEET NORTHEAST OF THE H.D. HUGHES GIN AND 50 FEET
 FF1892'SOUTHEAST OF A DRAINAGE DITCH, AND ON LAND OWNED BY MR.
 FF1892'HUGHES.
 FF1892'
 FF1892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 FF1892'AND STATE HIGHWAY 18 IN BLYTHEVILLE, GO WEST ON HIGHWAY
 FF1892'18 FOR 1.3 MILES TO A DIAGONAL CROSSROAD INTERSECTION.  TURN
 FF1892'RIGHT AND GO WESTERLY ON A GRAVEL ROAD FOR 1.3 MILES TO A
 FF1892'SIDE ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE MAIN GRAVEL
 FF1892'ROAD FOR 3.4 MILES TO THE H.D. HUGHES GIN AND THE STATION
 FF1892'ON THE RIGHT.
 FF1892'
 FF1892'THE STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK
 FF1892'IS STAMPED HUGHES 1955-1960 AND IS SET IN A SQUARE CONCRETE
 FF1892'POST FLUSH WITH THE SURFACE OF THE GROUND.
 FF1892'
 FF1892'THE UNDERGROUND DISK, HUGHES 1955, IS SET IN AN IRREGULAR
 FF1892'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 FF1892'
 FF1892'REFERENCE MARK NO.1, A STANDARD DISK STAMPED HUGHES NO 1
 FF1892'1955, IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE
 FF1892'OF THE GROUND.  IT IS 12 FEET NORTH OF THE NORTHWEST CORNER
 FF1892'OF A HOUSE AND 5 FEET WEST OF THE NORTHWEST CORNER OF A
 FF1892'PUMP HOUSE.
 FF1892'
 FF1892'REFERENCE MARK NO.2, A STANDARD DISK STAMPED HUGHES NO 2
 FF1892'1955, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 FF1892'IT IS 18 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE ENGINE
 FF1892'HOUSE, 15 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 FF1892'GIN 1 FOOT EAST OF A CONCRETE PILLAR AND 1 FOOT SOUTH OF
 FF1892'A STANDARD METAL WITNESS POST.
 FF1892'
 FF1892'AZIMUTH MARK A STANDARD DISK STAMPED HUGHES 1955, IS SET IN
 FF1892'A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 FF1892'IT IS 54 FEET NORTH OF THE CENTER OF A DIRT ROAD, 32 FEET WEST OF
 FF1892'A DRIVEWAY, 1 FOOT SOUTH OF A POWER POLE AND 1 FOOT SOUTH
 FF1892'OF A STANDARD METAL WITNESS POST.
 FF1892'
 FF1892'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.05
 FF1892'MILE TO A ROAD FORK.  TAKE RIGHT FORK, GO NORTH ON A DIRT
 FF1892'ROAD FOR 0.3 MILE TO A CURVE.  TURN LEFT AND GO WEST FOR
 FF1892'0.15 MILE TO A HOUSE AND THE AZIMUTH MARK ON THE RIGHT.
 FF1892'
 FF1892'NOTE- OBSERVATIONS WERE MADE FROM A 103 FT. TOWER.
 FF1892'
 FF1892'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FF1892
 FF1892                          STATION RECOVERY (1975)
 FF1892
 FF1892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF1892'NO MARKS FOUND AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2711 ***********************************************************************
 EH2711  DESIGNATION -  HUGHES E MUNICIPAL TANK
 EH2711  PID         -  EH2711
 EH2711  STATE/COUNTY-  AR/ST FRANCIS
 EH2711  USGS QUAD   -  HUGHES (1993)
 EH2711
 EH2711                         *CURRENT SURVEY CONTROL
 EH2711  ___________________________________________________________________
 EH2711* NAD 83(1997)-  34 56 49.42437(N)    090 28 14.89616(W)     ADJUSTED  
 EH2711* NAVD 88     -                                                        
 EH2711  ___________________________________________________________________
 EH2711  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 EH2711  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2711
 EH2711  HORZ ORDER  -  THIRD
 EH2711
 EH2711.The horizontal coordinates were established by classical geodetic methods
 EH2711.and adjusted by the National Geodetic Survey in September 1999..
 EH2711
 EH2711
 EH2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2711
 EH2711.The geoid height was determined by GEOID03.
 EH2711
 EH2711;                    North         East     Units Scale Factor Converg.
 EH2711;SPC AR N     -    69,173.227   539,681.317   MT  0.99999733   +0 53 23.4
 EH2711;SPC AR N     -   226,945.83  1,770,604.45   sFT  0.99999733   +0 53 23.4
 EH2711;SPC TN       -    77,422.005   191,720.333   MT  1.00006726   -2 37 02.6
 EH2711;SPC TN       -   254,008.69    629,002.46   sFT  1.00006726   -2 37 02.6
 EH2711;UTM  15      - 3,870,093.733   730,967.813   MT  1.00025752   +1 26 57.9
 EH2711
 EH2711                          SUPERSEDED SURVEY CONTROL
 EH2711
 EH2711  NAD 83(1997)-  34 56 49.42441(N)    090 28 14.89582(W) AD(       ) 4
 EH2711  NAD 83(1997)-  34 56 49.42453(N)    090 28 14.89519(W) AD(       ) 4
 EH2711  NAD 83(1986)-  34 56 49.43370(N)    090 28 14.89796(W) AD(       ) 4
 EH2711  NAD 27      -  34 56 49.08883(N)    090 28 14.52575(W) AD(       ) 3
 EH2711
 EH2711.Superseded values are not recommended for survey control.
 EH2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2711.See file dsdata.txt to determine how the superseded data were derived.
 EH2711
 EH2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3096870094(NAD 83)
 EH2711_MARKER: 51 = TANK
 EH2711
 EH2711  HISTORY     - Date     Condition        Report By
 EH2711  HISTORY     - 1980     FIRST OBSERVED   NGS
 EH2711
 EH2711                          STATION DESCRIPTION
 EH2711
 EH2711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2711'THE STATION, HUGHES EAST MUNICIPAL WATER TANK, IS THE APEX
 EH2711'OF VENT ATOP A SINGULAR COLUMN SPHEROID, PAINTED SILVER WITH
 EH2711'BLACK LETTERING (HUGHES) AND HAS AN OVERALL HEIGHT OF
 EH2711'36.6 METERS.
 EH2711'
 EH2711'THE STATION IS LOCATED IN THE EAST SECTION OF HUGHES,
 EH2711'121.9 METERS SOUTH OF STATE HIGHWAY 38, 76.2 METERS
 EH2711'SOUTHEAST OF A SET OF RAILROAD TRACKS AND IS OWNED AND
 EH2711'MAINTAINED BY THE CITY OF HUGHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2708 ***********************************************************************
 EH2708  DESIGNATION -  HUGHES FEDERAL COMPRESS N TANK
 EH2708  PID         -  EH2708
 EH2708  STATE/COUNTY-  AR/ST FRANCIS
 EH2708  USGS QUAD   -  HUGHES (1993)
 EH2708
 EH2708                         *CURRENT SURVEY CONTROL
 EH2708  ___________________________________________________________________
 EH2708* NAD 83(1997)-  34 57 22.65053(N)    090 27 35.43778(W)     ADJUSTED  
 EH2708* NAVD 88     -                                                        
 EH2708  ___________________________________________________________________
 EH2708  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 EH2708  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2708
 EH2708  HORZ ORDER  -  THIRD
 EH2708
 EH2708.The horizontal coordinates were established by classical geodetic methods
 EH2708.and adjusted by the National Geodetic Survey in September 1999..
 EH2708
 EH2708
 EH2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2708
 EH2708.The geoid height was determined by GEOID03.
 EH2708
 EH2708;                    North         East     Units Scale Factor Converg.
 EH2708;SPC AR N     -    70,212.619   540,666.400   MT  0.99999557   +0 53 46.4
 EH2708;SPC AR N     -   230,355.90  1,773,836.35   sFT  0.99999557   +0 53 46.4
 EH2708;SPC AR S     -   655,019.249   540,674.177   MT  1.00004780   +0 51 43.2
 EH2708;SPC AR S     - 2,149,008.99  1,773,861.86   sFT  1.00004780   +0 51 43.2
 EH2708;SPC MS W     -   605,031.688   688,445.525   MT  0.99995164   -0 04 20.9
 EH2708;SPC MS W     - 1,985,008.13  2,258,675.03   sFT  0.99995164   -0 04 20.9
 EH2708;UTM  15      - 3,871,142.975   731,942.953   MT  1.00026309   +1 27 21.7
 EH2708
 EH2708                          SUPERSEDED SURVEY CONTROL
 EH2708
 EH2708  NAD 83(1997)-  34 57 22.65120(N)    090 27 35.43761(W) AD(       ) 4
 EH2708  NAD 83(1997)-  34 57 22.65239(N)    090 27 35.43749(W) AD(       ) 4
 EH2708  NAD 83(1986)-  34 57 22.66024(N)    090 27 35.43903(W) AD(       ) 4
 EH2708  NAD 27      -  34 57 22.31300(N)    090 27 35.06900(W) AD(       ) 3
 EH2708
 EH2708.Superseded values are not recommended for survey control.
 EH2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2708.See file dsdata.txt to determine how the superseded data were derived.
 EH2708
 EH2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3194371143(NAD 83)
 EH2708_MARKER: 53 = ELEVATED TANK
 EH2708
 EH2708  HISTORY     - Date     Condition        Report By
 EH2708  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2708  HISTORY     - 1980     GOOD             NGS
 EH2708
 EH2708                          STATION DESCRIPTION
 EH2708
 EH2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2708'THE STATION IS LOCATED 0.65 MILE NORTHEAST OF THE BUSINESS
 EH2708'DISTRICT OF HUGHES, 100 FEET EAST OF A RAILROAD TRACK.  IT
 EH2708'IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A TANK WITH A CONICAL
 EH2708'SHAPED ROOF AND HAS AN OVERALL HEIGHT OF APPROXIMATELY
 EH2708'135 FEET.
 EH2708'
 EH2708'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 EH2708
 EH2708                          STATION RECOVERY (1980)
 EH2708
 EH2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2708'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EH2708'THE STATION, HUGHES FEDERAL COMPRESS COMPANY NORTH WATER TANK,
 EH2708'IS THE BALL TOP CENTER OF A CYLINDRICAL BODY WITH A CONICAL
 EH2708'SHAPED TOP AND A HEMISPHERICAL BOTTOM SUPPORTED BY
 EH2708'4 TRUSS-WORK LEGS, PAINTED SILVER AND HAS AN OVERALL HEIGHT
 EH2708'OF 41.1 METERS.
 EH2708'
 EH2708'THE STATION IS LOCATED ABOUT 1.0 KM NORTHEAST OF THE
 EH2708'BUSINESS DISTRICT OF HUGHES, 30.5 METERS EAST OF A SET
 EH2708'OF RAILROAD TRACKS AND IS OWNED AND MAINTAINED BY THE
 EH2708'FEDERAL COMPRESS AND WAREHOUSE COMPANY.  IT IS THE NORTH
 EH2708'ONE OF TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2709 ***********************************************************************
 EH2709  DESIGNATION -  HUGHES FEDERAL COMPRESS S TANK
 EH2709  PID         -  EH2709
 EH2709  STATE/COUNTY-  AR/ST FRANCIS
 EH2709  USGS QUAD   -  HUGHES (1993)
 EH2709
 EH2709                         *CURRENT SURVEY CONTROL
 EH2709  ___________________________________________________________________
 EH2709* NAD 83(1997)-  34 57 19.78582(N)    090 27 38.44542(W)     ADJUSTED  
 EH2709* NAVD 88     -                                                        
 EH2709  ___________________________________________________________________
 EH2709  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 EH2709  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2709
 EH2709  HORZ ORDER  -  THIRD
 EH2709
 EH2709.The horizontal coordinates were established by classical geodetic methods
 EH2709.and adjusted by the National Geodetic Survey in September 1999..
 EH2709
 EH2709
 EH2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2709
 EH2709.The geoid height was determined by GEOID03.
 EH2709
 EH2709;                    North         East     Units Scale Factor Converg.
 EH2709;SPC AR N     -    70,123.157   540,591.482   MT  0.99999572   +0 53 44.6
 EH2709;SPC AR N     -   230,062.39  1,773,590.55   sFT  0.99999572   +0 53 44.6
 EH2709;SPC AR S     -   654,929.826   540,599.201   MT  1.00004757   +0 51 41.6
 EH2709;SPC AR S     - 2,148,715.60  1,773,615.88   sFT  1.00004757   +0 51 41.6
 EH2709;SPC MS W     -   604,943.508   688,369.109   MT  0.99995167   -0 04 22.7
 EH2709;SPC MS W     - 1,984,718.83  2,258,424.32   sFT  0.99995167   -0 04 22.7
 EH2709;UTM  15      - 3,871,052.761   731,868.893   MT  1.00026266   +1 27 19.9
 EH2709
 EH2709                          SUPERSEDED SURVEY CONTROL
 EH2709
 EH2709  NAD 83(1997)-  34 57 19.78650(N)    090 27 38.44527(W) AD(       ) 4
 EH2709  NAD 83(1997)-  34 57 19.78770(N)    090 27 38.44519(W) AD(       ) 4
 EH2709  NAD 83(1986)-  34 57 19.79555(N)    090 27 38.44659(W) AD(       ) 4
 EH2709  NAD 27      -  34 57 19.44600(N)    090 27 38.07800(W) AD(       ) 3
 EH2709
 EH2709.Superseded values are not recommended for survey control.
 EH2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2709.See file dsdata.txt to determine how the superseded data were derived.
 EH2709
 EH2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3186971053(NAD 83)
 EH2709_MARKER: 53 = ELEVATED TANK
 EH2709
 EH2709  HISTORY     - Date     Condition        Report By
 EH2709  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2709  HISTORY     - 1980     GOOD             NGS
 EH2709
 EH2709                          STATION DESCRIPTION
 EH2709
 EH2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2709'THE STATION IS LOCATED 0.6 MILE NORTHEAST OF THE BUSINESS
 EH2709'DISTRICT OF HUGHES, 125 FEET EAST OF A RAILROAD TRACK.  IT
 EH2709'IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A TANK WITH A CONICAL
 EH2709'SHAPED ROOF AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 135 FEET.
 EH2709'
 EH2709'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 EH2709
 EH2709                          STATION RECOVERY (1980)
 EH2709
 EH2709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2709'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EH2709'THE STATION, HUGHES FEDERAL COMPRESS COMPANY SOUTH WATER TANK,
 EH2709'IS THE BALL TOP CENTER OF A CYLINDRICAL BODY WITH A CONICAL
 EH2709'SHAPED TOP AND HEMISPHERICAL BOTTOM SUPPORTED BY 4 TRUSS-WORK
 EH2709'LEGS, PAINTED SILVER AND HAS AN OVERALL HEIGHT OF 41.1 METERS.
 EH2709'
 EH2709'THE STATION IS LOCATED ABOUT 0.97 KM NORTHEAST OF THE
 EH2709'BUSINESS DISTRICT OF HUGHES, 38.1 METERS EAST OF A SET OF
 EH2709'RAILROAD TRACKS AND IS OWNED AND MAINTAINED BY THE
 EH2709'FEDERAL COMPRESS AND WAREHOUSE COMPANY.  IT IS THE
 EH2709'SOUTH ONE OF TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2710 ***********************************************************************
 EH2710  DESIGNATION -  HUGHES MUNICIPAL TANK
 EH2710  PID         -  EH2710
 EH2710  STATE/COUNTY-  AR/ST FRANCIS
 EH2710  USGS QUAD   -  HUGHES (1993)
 EH2710
 EH2710                         *CURRENT SURVEY CONTROL
 EH2710  ___________________________________________________________________
 EH2710* NAD 83(1997)-  34 56 56.68803(N)    090 28 20.96102(W)     ADJUSTED  
 EH2710* NAVD 88     -                                                        
 EH2710  ___________________________________________________________________
 EH2710  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EH2710  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2710
 EH2710  HORZ ORDER  -  THIRD
 EH2710
 EH2710.The horizontal coordinates were established by classical geodetic methods
 EH2710.and adjusted by the National Geodetic Survey in September 1999..
 EH2710
 EH2710
 EH2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2710
 EH2710.The geoid height was determined by GEOID03.
 EH2710
 EH2710;                    North         East     Units Scale Factor Converg.
 EH2710;SPC AR N     -    69,394.652   539,523.973   MT  0.99999694   +0 53 19.9
 EH2710;SPC AR N     -   227,672.29  1,770,088.23   sFT  0.99999694   +0 53 19.9
 EH2710;SPC AR S     -   654,201.919   539,531.206   MT  1.00004578   +0 51 17.8
 EH2710;SPC AR S     - 2,146,327.46  1,770,111.97   sFT  1.00004578   +0 51 17.8
 EH2710;SPC MS W     -   604,233.185   687,289.485   MT  0.99995199   -0 04 47.0
 EH2710;SPC MS W     - 1,982,388.37  2,254,882.25   sFT  0.99995199   -0 04 47.0
 EH2710;UTM  15      - 3,870,313.668   730,808.273   MT  1.00025662   +1 26 54.7
 EH2710
 EH2710                          SUPERSEDED SURVEY CONTROL
 EH2710
 EH2710  NAD 83(1997)-  34 56 56.68872(N)    090 28 20.96098(W) AD(       ) 4
 EH2710  NAD 83(1997)-  34 56 56.68994(N)    090 28 20.96105(W) AD(       ) 4
 EH2710  NAD 83(1986)-  34 56 56.69757(N)    090 28 20.96237(W) AD(       ) 4
 EH2710  NAD 27      -  34 56 56.35100(N)    090 28 20.59700(W) AD(       ) 3
 EH2710
 EH2710.Superseded values are not recommended for survey control.
 EH2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2710.See file dsdata.txt to determine how the superseded data were derived.
 EH2710
 EH2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3080870314(NAD 83)
 EH2710_MARKER: 53 = ELEVATED TANK
 EH2710
 EH2710  HISTORY     - Date     Condition        Report By
 EH2710  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2710  HISTORY     - 1980     GOOD             NGS
 EH2710
 EH2710                          STATION DESCRIPTION
 EH2710
 EH2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2710'THE STATION IS LOCATED JUST NORTH OF THE BUSINESS DISTRICT
 EH2710'IN HUGHES, 1 BLOCK SOUTH OF THE HIGH SCHOOL, 1/2 BLOCK SOUTHWEST
 EH2710'OF THE FIRST BAPTIST CHURCH AND 75 FEET NORTH OF AN EAST-WEST
 EH2710'STREET.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A TANK
 EH2710'WITH A CONICAL SHAPED ROOF AND HAS AN OVERALL HEIGHT OF
 EH2710'APPROXIMATELY 125 FEET.
 EH2710'
 EH2710'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 EH2710
 EH2710                          STATION RECOVERY (1980)
 EH2710
 EH2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2710'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EH2710'THE STATION, HUGHES MUNICIPAL WATER TANK, IS THE BALL TOP
 EH2710'CENTER OF A CYLINDRICAL BODY WITH A CONICAL SHAPED TOP AND
 EH2710'HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TRUSS-WORK LEGS,
 EH2710'PAINTED SILVER AND HAS AN OVERALL HEIGHT OF 38.1 METERS.
 EH2710'
 EH2710'THE STATION IS LOCATED NEAR THE CENTER OF HUGHES ABOUT
 EH2710'1 BLOCK EAST OF THE HUGHES HIGH SCHOOL, 64.0 METERS NORTH
 EH2710'OF STATE HIGHWAY 38, 30.4 METERS NORTHWEST OF A PAVED
 EH2710'STREET AND IS OWNED AND MAINTAINED BY THE CITY OF HUGHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1676 ***********************************************************************
 FG1676  DESIGNATION -  HUIE
 FG1676  PID         -  FG1676
 FG1676  STATE/COUNTY-  AR/VAN BUREN
 FG1676  USGS QUAD   -  CLINTON (1981)
 FG1676
 FG1676                         *CURRENT SURVEY CONTROL
 FG1676  ___________________________________________________________________
 FG1676* NAD 83(1997)-  35 33 10.10968(N)    092 26 26.40594(W)     ADJUSTED  
 FG1676* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 FG1676  ___________________________________________________________________
 FG1676  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 FG1676  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG1676
 FG1676  HORZ ORDER  -  THIRD
 FG1676
 FG1676.The horizontal coordinates were established by classical geodetic methods
 FG1676.and adjusted by the National Geodetic Survey in September 1999..
 FG1676
 FG1676.The orthometric height was scaled from a topographic map.
 FG1676
 FG1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1676
 FG1676.The geoid height was determined by GEOID03.
 FG1676
 FG1676;                    North         East     Units Scale Factor Converg.
 FG1676;SPC AR N     -   135,379.663   360,047.304   MT  0.99993609   -0 15 23.1
 FG1676;SPC AR N     -   444,158.11  1,181,255.20   sFT  0.99993609   -0 15 23.1
 FG1676;UTM  15      - 3,934,494.081   550,694.564   MT  0.99963167   +0 19 30.8
 FG1676
 FG1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1676!SPC AR N     -   0.99997690  x   0.99993609  =   0.99991299
 FG1676!UTM  15      -   0.99997690  x   0.99963167  =   0.99960858
 FG1676
 FG1676|---------------------------------------------------------------------|
 FG1676| PID    Reference Object                     Distance      Geod. Az  |
 FG1676|                                                           dddmmss.s |
 FG1676| CI1702 HUIE RM 1                            21.601 METERS 04624     |
 FG1676| CI1703 HUIE RM 2                            21.666 METERS 19819     |
 FG1676| CI1701 HUIE AZ MK                                         2502239.1 |
 FG1676|---------------------------------------------------------------------|
 FG1676
 FG1676                          SUPERSEDED SURVEY CONTROL
 FG1676
 FG1676  NAD 83(1986)-  35 33 10.12297(N)    092 26 26.40464(W) AD(       ) 3
 FG1676  NAD 27      -  35 33 09.84600(N)    092 26 25.84200(W) AD(       ) 3
 FG1676
 FG1676.Superseded values are not recommended for survey control.
 FG1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1676.See file dsdata.txt to determine how the superseded data were derived.
 FG1676
 FG1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5069534494(NAD 83)
 FG1676_MARKER: DS = TRIANGULATION STATION DISK
 FG1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1676
 FG1676  HISTORY     - Date     Condition        Report By
 FG1676  HISTORY     - 1954     MONUMENTED       CGS
 FG1676  HISTORY     - 19720501 GOOD             USGS
 FG1676
 FG1676                          STATION DESCRIPTION
 FG1676
 FG1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1676'THE STATION IS ABOUT 3 MILES SOUTH OF CLINTON, 1 MILE EAST OF
 FG1676'U.S. HIGHWAY 65, AT THE HUIE CEMETERY, 75 FEET EAST OF THE
 FG1676'SOUTHEAST CORNER OF THE HUIE FUNERAL CHAPEL, 75 FEET SOUTH OF
 FG1676'A ROW OF CONCRETE POSTS AT THE SOUTH EDGE OF THE CEMETERY, AND
 FG1676'45 FEET NORTH OF A GRAVELED ROAD.
 FG1676'
 FG1676'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 FG1676'U.S. HIGHWAY 65 IN CLINTON, GO SOUTHERLY ON THE HIGHWAY FOR
 FG1676'2.5 MILES TO A FORK, TURN LEFT AND GO EAST AND SOUTH ON A
 FG1676'GRAVELED ROAD FOR 1.1 MILES TO A REVERSE FORK ON THE RIGHT,
 FG1676'TURN RIGHT AND GO ON A DIRT ROAD FOR 0.35 MILE TO THE STATION
 FG1676'MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST, SOUTH AND
 FG1676'WEST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FG1676'DESCRIBED.
 FG1676'
 FG1676'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1676'STAMPED HUIE 1954.
 FG1676'
 FG1676'REFERENCE MARK NO. 1 IS 90 FEET NORTH OF THE ROAD AND 30 FEET
 FG1676'SOUTH OF THE ROW OF CONCRETE POSTS.  THE MARK IS FLUSH WITH THE
 FG1676'GROUND AND THE DISK IS STAMPED HUIE NO 1 1954.
 FG1676'
 FG1676'REFERENCE MARK NO. 2 IS 75 FEET SOUTHEAST OF THE SOUTHEAST
 FG1676'CORNER OF THE FUNERAL CHAPEL, 18 FEET SOUTH OF THE ROAD AND
 FG1676'1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND
 FG1676'THE DISK IS STAMPED HUIE NO 2 1954.
 FG1676'
 FG1676'THE AZIMUTH MARK IS 50 FEET SOUTH OF A ROAD INTERSECTION, 35
 FG1676'FEET SOUTH OF A 2-FOOT OAK TREE, 12 FEET EAST OF A DIRT ROAD
 FG1676'AND 3 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 FG1676'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HUIE 1954.
 FG1676'
 FG1676'A WITNESS POST WAS NOT SET AT THE STATION MARK.
 FG1676'
 FG1676'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 FG1676
 FG1676                          STATION RECOVERY (1972)
 FG1676
 FG1676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 FG1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0239 ***********************************************************************
 FF0239  DESIGNATION -  HULBERT
 FF0239  PID         -  FF0239
 FF0239  STATE/COUNTY-  AR/CRITTENDEN
 FF0239  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0239
 FF0239                         *CURRENT SURVEY CONTROL
 FF0239  ___________________________________________________________________
 FF0239* NAD 83(1997)-  35 07 42.60510(N)    090 11 55.07240(W)     ADJUSTED  
 FF0239* NAVD 88     -        65.788  (meters)     215.84   (feet)  ADJUSTED  
 FF0239  ___________________________________________________________________
 FF0239  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 FF0239  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF0239  DYNAMIC HT  -          65.729 (meters)     215.65  (feet)  COMP
 FF0239  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 FF0239
 FF0239  HORZ ORDER  -  FIRST
 FF0239  VERT ORDER  -  FIRST     CLASS II
 FF0239
 FF0239.The horizontal coordinates were established by classical geodetic methods
 FF0239.and adjusted by the National Geodetic Survey in September 1999..
 FF0239
 FF0239.The orthometric height was determined by differential leveling
 FF0239.and adjusted by the National Geodetic Survey in June 1991..
 FF0239
 FF0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0239
 FF0239.The geoid height was determined by GEOID03.
 FF0239
 FF0239.The dynamic height is computed by dividing the NAVD 88
 FF0239.geopotential number by the normal gravity value computed on the
 FF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0239.degrees latitude (g = 980.6199 gals.).
 FF0239
 FF0239.The modeled gravity was interpolated from observed gravity values.
 FF0239
 FF0239;                    North         East     Units Scale Factor Converg.
 FF0239;SPC AR N     -    89,719.035   564,171.647   MT  0.99996737   +1 02 53.6
 FF0239;SPC AR N     -   294,353.20  1,850,953.15   sFT  0.99996737   +1 02 53.6
 FF0239;SPC TN       -    96,432.567   217,423.135   MT  1.00002366   -2 27 29.0
 FF0239;SPC TN       -   316,379.18    713,329.07   sFT  1.00002366   -2 27 29.0
 FF0239;UTM  15      - 3,890,885.980   755,263.894   MT  1.00040312   +1 36 46.1
 FF0239
 FF0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0239!SPC AR N     -   0.99999395  x   0.99996737  =   0.99996132
 FF0239!SPC TN       -   0.99999395  x   1.00002366  =   1.00001761
 FF0239!UTM  15      -   0.99999395  x   1.00040312  =   1.00039707
 FF0239
 FF0239:                Primary Azimuth Mark                     Grid Az
 FF0239:SPC AR N     -  LEVEE                                    075 30 16.9
 FF0239:SPC TN       -  LEVEE                                    079 00 39.5
 FF0239:UTM  15      -  LEVEE                                    074 56 24.4
 FF0239
 FF0239|---------------------------------------------------------------------|
 FF0239| PID    Reference Object                     Distance      Geod. Az  |
 FF0239|                                                           dddmmss.s |
 FF0239| FF0257 LEVEE                               APPROX. 4.3 KM 0763310.5 |
 FF0239| FF0240 HULBERT RM 1                          5.914 METERS 16800     |
 FF0239|---------------------------------------------------------------------|
 FF0239
 FF0239                          SUPERSEDED SURVEY CONTROL
 FF0239
 FF0239  NAD 83(1997)-  35 07 42.60555(N)    090 11 55.07227(W) AD(       ) 1
 FF0239  NAD 83(1997)-  35 07 42.60818(N)    090 11 55.07212(W) AD(       ) 1
 FF0239  NAD 83(1986)-  35 07 42.61599(N)    090 11 55.07320(W) AD(       ) 1
 FF0239  NAD 27      -  35 07 42.28530(N)    090 11 54.72940(W) AD(       ) 1
 FF0239  NGVD 29 (??/??/??)   65.762  (m)          215.75   (f) ADJUSTED    1 2
 FF0239
 FF0239.Superseded values are not recommended for survey control.
 FF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0239.See file dsdata.txt to determine how the superseded data were derived.
 FF0239
 FF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5526490886(NAD 83)
 FF0239_MARKER: DS = TRIANGULATION STATION DISK
 FF0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0239_STAMPING: HULBERT 1916 1920 BM
 FF0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0239+STABILITY: SURFACE MOTION
 FF0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0239+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 FF0239
 FF0239  HISTORY     - Date     Condition        Report By
 FF0239  HISTORY     - 1916     MONUMENTED       CGS
 FF0239  HISTORY     - 1928     SEE DESCRIPTION  CGS
 FF0239  HISTORY     - 1935     SEE DESCRIPTION  CGS
 FF0239  HISTORY     - 1951     MARK NOT FOUND   USE
 FF0239  HISTORY     - 1952     GOOD             CGS
 FF0239  HISTORY     - 1956     GOOD             CGS
 FF0239  HISTORY     - 1956     GOOD             CGS
 FF0239  HISTORY     - 1957     GOOD             CGS
 FF0239  HISTORY     - 20030130 GOOD             USACE
 FF0239
 FF0239                          STATION DESCRIPTION
 FF0239
 FF0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF0239'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF0239'RAILWAY, AT HULBERT RAILWAY STATION, 120 METERS (394 FEET) E
 FF0239'OF SWITCH AT W END OF PASSING TRACK, 3.52 METERS (11.5 FEET) S OF
 FF0239'S RAIL OF MAIN TRACK, AND 9.28 METERS (30.4 FEET) NE OF TWENTY-
 FF0239'SIXTH TELEGRAPH POLE W OF MILEPOST 9.
 FF0239'
 FF0239'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FF0239'IN CONCRETE.
 FF0239'
 FF0239'SURFACE REFERENCE DISK IN CONCRETE, IS 7.11 METERS
 FF0239'(23.3 FEET) E OF TWENTY-SIXTH TELEGRAPH POLE W OF MILEPOST 9,
 FF0239'AND 5.914 METERS (19.40 FEET) FROM STATION, S 12 DEG E.
 FF0239'
 FF0239'STATION AND REFERENCE MARKS ARE STAMPED WITH NAME AND DATES 1916,
 FF0239'1920.
 FF0239
 FF0239                          STATION RECOVERY (1928)
 FF0239
 FF0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 FF0239'IN 1928 STATION MARK WAS REPORTED FOUND OUT ON TOP OF GROUND AND
 FF0239'REFERENCE MARK LOST.
 FF0239
 FF0239                          STATION RECOVERY (1935)
 FF0239
 FF0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0239'SURFACE MARK OF STATION FOUND OUT OF GROUND.  UNDERGROUND
 FF0239'MARK RECOVERED, 2 FEET BELOW GROUND SURFACE, 588.4 FEET W
 FF0239'OF NW CORNER OF S SIDE OF SECTION HOUSE ON S SIDE OF RAILROAD
 FF0239'TRACK 525 FEET W OF HULBERT RAILROAD STATION 419.7 FEET SE
 FF0239'OF SWITCH STAND ROD AND 3.46 METERS (11.33 FEET) S OF S SIDE OF S
 FF0239'RAILROAD TRACK.  THIS STATION WAS RE-MARKED AS FOLLOWS-
 FF0239'UNDERGROUND MARK WAS SET 3 FEET BELOW GROUND SURFACE IN A 14-BY
 FF0239'14 - BY 6 INCH  MASS OF CONCRETE, THEN A 6-INCH LAYER OF SAND
 FF0239'AND GRAVEL.  THEN THE OLD CONCRETE STATION MARK (WHICH WAS ABOUT
 FF0239'12 INCHES SQUARE) WAS SET IN A CONCRETE MASS 2.5 FEET
 FF0239'SQUARE WITH TOP ABOUT 4 INCHES ABOVE GROUND SURFACE.
 FF0239'
 FF0239'REFERENCE MARK NO. 1 (1916) RECOVERED IN GOOD CONDITION JUST BELOW
 FF0239'GROUND SURFACE, 27.1 FEET E OF 25TH TELEGRAPH POLE W OF MILEPOST
 FF0239'9, 9.37 METERS (30.73 FEET) FROM S EDGE OF S RAILROAD RAIL.
 FF0239'
 FF0239'REFERENCE MARK NO. 2 (1919) A STANDARD BRONZE DISK SET IN A 14-
 FF0239'BY 14-BY 30-INCH CONCRETE PIER JUST ABOVE GROUND SURFACE IS
 FF0239'3.42 METERS (11.2 FEET) S OF S RAILROAD RAIL.  IT IS JUST E
 FF0239'OF A ROAD CROSSING THE RAILROAD TO A GROUP OF NEGRO HOUSES
 FF0239'AND A SMALL FRAME CHURCH.  DISTANCE TO REFERENCE NO. 1 - 41.43
 FF0239'METERS (135.9 FEET).
 FF0239'
 FF0239'REFERENCE MARK NO. 3 (1919) A STANDARD BRONZE DISK SET IN A 14-
 FF0239'BY 14-BY 30-INCH CONCRETE PIER JUST ABOVE GROUND SURFACE, IS
 FF0239'60 FEET E OF ROAD CROSSING, 23.87 FEET N OF E-W HIGHWAY, 15.08
 FF0239'METERS (49.46 FEET) S OF S SIDE OF S RAILROAD RAIL AND 51.25
 FF0239'FEET SW OF THE 25TH TELEGRAPH POLE W OF MILEPOST 9.
 FF0239'
 FF0239'DISTANCE TO R.M.NO.1, 23.71 METERS (77.77 FEET),
 FF0239'N 62 DEG 46 MIN 30 SEC E.
 FF0239'
 FF0239'DISTANCE TO R.M.NO.2, 21.42 METERS (70.26 FEET),
 FF0239'N 70 DEG 20 MIN 30 SEC W.
 FF0239
 FF0239                          STATION RECOVERY (1951)
 FF0239
 FF0239'RECOVERY NOTE BY US ENGINEERS 1951
 FF0239'STATION WAS NOT FOUND.  THE WATER TANK WAS RAZED BUT THE FOOTINGS
 FF0239'REMAIN.  REFERENCE MARKS ARE IN GOOD CONDITION.
 FF0239'
 FF0239'THE ABOVE INFORMATION WAS FORWARDED TO MEMPHIS DISTRICT, CORPS OF
 FF0239'ENGINEERS.  THIS IS A TRAVERSE STATION.
 FF0239
 FF0239                          STATION RECOVERY (1952)
 FF0239
 FF0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 FF0239'STATION MARK WAS RECOVERED AS DESCRIBED IN 1935 AND IS IN GOOD
 FF0239'CONDITION.  REFERENCE MARK NO. 1 (1916) WAS RECOVERED AS
 FF0239'DESCRIBED IN GOOD CONDITION.  IT IS 2 INCHES BELOW THE SURFACE
 FF0239'OF THE GROUND.  REFERENCE MARK 2 (1935) WAS RECOVERED IN GOOD
 FF0239'CONDITION.  REFERENCE MARK 3 (1935) HAS BEEN DESTROYED.
 FF0239
 FF0239                          STATION RECOVERY (1956)
 FF0239
 FF0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0239'THE STATION IS LOCATED ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0239'RAILROAD ABOUT 0.2 MILE WEST-SOUTHWEST OF THE STATION AT HULBERT,
 FF0239'11.4 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK, 33 FEET
 FF0239'NORTHEAST OF MILEAGE TELEPHONE POLE 9/25, 147 FEET
 FF0239'EAST-NORTHEAST OF CENTER OF A ROAD CROSSING, 56 FEET SOUTHEAST
 FF0239'AND ACROSS TRACK FROM TELEPHONE POLE NO. 546, AT EDGE OF RAILROAD
 FF0239'FILL, ABOUT 2-1/2 FEET BELOW LEVEL OF TRACK, IN TOP OF A
 FF0239'CONCRETE POST ABOUT FLUSH WITH GROUND AND STAMPED HULBERT 1916
 FF0239'1920 BM.
 FF0239'
 FF0239'REFERENCE MARK NO. 1 IS 19.37 FEET (5.904 METERS) SOUTH-SOUTHEAST
 FF0239'OF STATION, 30.8 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK,
 FF0239'150 FEET EAST OF CENTER OF ROAD CROSSING, 26 FEET EAST-NORTHEAST
 FF0239'OF MILEAGE TELEPHONE POLE NO. 9/25, 1-1/2 FEET EAST OF A WHITE
 FF0239'WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK, IN TOP
 FF0239'OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND AND STAMPED
 FF0239'HULBERT 1916 1920 RM 1.
 FF0239'
 FF0239'REFERENCE MARK NO. 2 IS 134.88 FEET WEST-SOUTHWEST OF STATION
 FF0239'MARK, 17-1/2 FEET EAST-SOUTHEAST OF CENTER OF CROSSING, 11.3 FEET
 FF0239'SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 6 FEET NORTHWEST OF
 FF0239'CROSSING SIGN, ABOUT 1-1/2 FEET BELOW LEVEL OF TRACK, IN A
 FF0239'CONCRETE POST ABOUT 2 INCHES UNDERGROUND AND STAMPED HULBERT
 FF0239'RM 2 1916 1920.
 FF0239'
 FF0239'REFERENCE MARK NO. 3 WAS FOUND PULLED OUT OF GROUND.  THE DISK
 FF0239'WAS REMOVED FROM POST AND WAS STAMPED AS FOLLOWS- HULBURT RM
 FF0239'3 1916 1920.
 FF0239'
 FF0239'NOTE- STATION AND RM NO. 1 APPEAR TO BE IN GOOD CONDITION.  RM NO.
 FF0239'2 APPEARS TO HAVE BEEN PUSHED OVER SLIGHTLY TO THE EAST.
 FF0239
 FF0239                          STATION RECOVERY (1956)
 FF0239
 FF0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0239'0.2 MI W FROM HULBERT.
 FF0239'0.2 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FF0239'FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, 11.4 FEET
 FF0239'SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK, 147 FEET
 FF0239'EAST-NORTHEAST OF CENTER OF A ROAD CROSSING, AT THE EDGE OF
 FF0239'RAILROAD FILL, 19.4 FEET NORTH-NORTHWEST OF RM NO. 1, 134.9
 FF0239'FEET EAST-NORTHEAST OF RM NO. 2, 33 FEET NORTHEAST OF MILEAGE
 FF0239'POLE NO. 9/25, 56 FEET SOUTHEAST AND ACROSS TRACK FROM TELEPHONE
 FF0239'POLE NO. 546, 60 FEET NORTH OF CENTER LINE OF A BLACK TOP ROAD
 FF0239'PARALLEL TO TRACK, 16 FEET NORTHEAST OF A TELEPHONE POLE ON ROW
 FF0239'OF POLES NEAREST TO TRACK, 2 1/2 FEET BELOW LEVEL OF TRACK AND
 FF0239'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FF0239
 FF0239                          STATION RECOVERY (1957)
 FF0239
 FF0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0239'RECOVERED IN GOOD CONDITION.
 FF0239
 FF0239                          STATION RECOVERY (2003)
 FF0239
 FF0239'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0240 ***********************************************************************
 FF0240  DESIGNATION -  HULBERT RM 1
 FF0240  PID         -  FF0240
 FF0240  STATE/COUNTY-  AR/CRITTENDEN
 FF0240  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0240
 FF0240                         *CURRENT SURVEY CONTROL
 FF0240  ___________________________________________________________________
 FF0240* NAD 83(1986)-  35 07 42.     (N)    090 11 54.     (W)     SCALED    
 FF0240* NAVD 88     -        65.328  (meters)     214.33   (feet)  ADJUSTED  
 FF0240  ___________________________________________________________________
 FF0240  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF0240  DYNAMIC HT  -          65.269 (meters)     214.14  (feet)  COMP
 FF0240  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 FF0240
 FF0240  VERT ORDER  -  FIRST     CLASS II
 FF0240
 FF0240.The horizontal coordinates were scaled from a topographic map and have
 FF0240.an estimated accuracy of +/- 6 seconds.
 FF0240
 FF0240.The orthometric height was determined by differential leveling
 FF0240.and adjusted by the National Geodetic Survey in June 1991..
 FF0240
 FF0240.The geoid height was determined by GEOID03.
 FF0240
 FF0240.The dynamic height is computed by dividing the NAVD 88
 FF0240.geopotential number by the normal gravity value computed on the
 FF0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0240.degrees latitude (g = 980.6199 gals.).
 FF0240
 FF0240.The modeled gravity was interpolated from observed gravity values.
 FF0240
 FF0240;                    North         East    Units  Estimated Accuracy
 FF0240;SPC AR N     -    89,700.      564,200.      MT  (+/- 180 meters Scaled)
 FF0240
 FF0240                          SUPERSEDED SURVEY CONTROL
 FF0240
 FF0240  NGVD 29 (??/??/??)   65.302  (m)          214.25   (f) ADJUSTED    1 2
 FF0240
 FF0240.Superseded values are not recommended for survey control.
 FF0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0240.See file dsdata.txt to determine how the superseded data were derived.
 FF0240
 FF0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU552908(NAD 83)
 FF0240_MARKER: DR = REFERENCE MARK DISK
 FF0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0240_STAMPING: HULBERT RM 1 1916 1920
 FF0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0240+STABILITY: SURFACE MOTION
 FF0240
 FF0240  HISTORY     - Date     Condition        Report By
 FF0240  HISTORY     - 1916     MONUMENTED       CGS
 FF0240  HISTORY     - 1956     GOOD             CGS
 FF0240  HISTORY     - 1957     GOOD             CGS
 FF0240
 FF0240                          STATION DESCRIPTION
 FF0240
 FF0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0240'0.2 MI W FROM HULBERT.
 FF0240'0.2 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FF0240'FROM HULBERT-WEST MEMPHIS STATION AT HULBERT, 30.8 FEET
 FF0240'SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK, 150 FEET EAST OF
 FF0240'CENTER OF A ROAD CROSSING, 26 FEET EAST-NORTHEAST OF MILEAGE
 FF0240'POLE NO. 9/25, 18.6 FEET SOUTHEAST OF A TELEPHONE POLE ON ROW
 FF0240'OF POLES NEAREST TO TRACK, 19.8 FEET SOUTH-SOUTHEAST OF STATION
 FF0240'MARK, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 FF0240'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0240'POST ABOUT 2 INCHES UNDERGROUND.
 FF0240
 FF0240                          STATION RECOVERY (1957)
 FF0240
 FF0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0238 ***********************************************************************
 FF0238  DESIGNATION -  HULBERT RM 2
 FF0238  PID         -  FF0238
 FF0238  STATE/COUNTY-  AR/CRITTENDEN
 FF0238  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0238
 FF0238                         *CURRENT SURVEY CONTROL
 FF0238  ___________________________________________________________________
 FF0238* NAD 83(1986)-  35 07 41.     (N)    090 11 53.     (W)     SCALED    
 FF0238* NAVD 88     -        65.923  (meters)     216.28   (feet)  ADJUSTED  
 FF0238  ___________________________________________________________________
 FF0238  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF0238  DYNAMIC HT  -          65.863 (meters)     216.09  (feet)  COMP
 FF0238  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 FF0238
 FF0238  VERT ORDER  -  FIRST     CLASS II
 FF0238
 FF0238.The horizontal coordinates were scaled from a topographic map and have
 FF0238.an estimated accuracy of +/- 6 seconds.
 FF0238
 FF0238.The orthometric height was determined by differential leveling
 FF0238.and adjusted by the National Geodetic Survey in June 1991..
 FF0238
 FF0238.The geoid height was determined by GEOID03.
 FF0238
 FF0238.The dynamic height is computed by dividing the NAVD 88
 FF0238.geopotential number by the normal gravity value computed on the
 FF0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0238.degrees latitude (g = 980.6199 gals.).
 FF0238
 FF0238.The modeled gravity was interpolated from observed gravity values.
 FF0238
 FF0238;                    North         East    Units  Estimated Accuracy
 FF0238;SPC AR N     -    89,670.      564,230.      MT  (+/- 180 meters Scaled)
 FF0238
 FF0238                          SUPERSEDED SURVEY CONTROL
 FF0238
 FF0238  NGVD 29 (??/??/??)   65.897  (m)          216.20   (f) ADJUSTED    1 2
 FF0238
 FF0238.Superseded values are not recommended for survey control.
 FF0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0238.See file dsdata.txt to determine how the superseded data were derived.
 FF0238
 FF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU553908(NAD 83)
 FF0238_MARKER: DR = REFERENCE MARK DISK
 FF0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0238_STAMPING: HULBERT RM 2 1916 1920
 FF0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0238+STABILITY: SURFACE MOTION
 FF0238
 FF0238  HISTORY     - Date     Condition        Report By
 FF0238  HISTORY     - 1919     MONUMENTED       CGS
 FF0238  HISTORY     - 1956     GOOD             CGS
 FF0238  HISTORY     - 1957     GOOD             CGS
 FF0238
 FF0238                          STATION DESCRIPTION
 FF0238
 FF0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0238'0.2 MI W FROM HULBERT.
 FF0238'0.2 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FF0238'FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, AT A ROAD
 FF0238'CROSSING, 11.3 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK,
 FF0238'17 1/2 FEET EAST-SOUTHEAST OF CENTER OF CROSSING, 29 FEET
 FF0238'NORTHEAST AND ACROSS ROAD FROM MILEAGE POLE NO. 9/26, 6 FEET
 FF0238'NORTHWEST OF CROSSING SIGN, ABOUT 60 FEET NORTH OF CENTER LINE
 FF0238'OF A BLACK TOP ROAD PARALLEL TO TRACK, ABOUT 1 1/2 FEET BELOW
 FF0238'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 2
 FF0238'INCHES BELOW LEVEL OF GROUND.
 FF0238
 FF0238                          STATION RECOVERY (1957)
 FF0238
 FF0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1362 ***********************************************************************
 DL1362  DESIGNATION -  HULSEY
 DL1362  PID         -  DL1362
 DL1362  STATE/COUNTY-  AR/UNION
 DL1362  USGS QUAD   -  NEWELL (1985)
 DL1362
 DL1362                         *CURRENT SURVEY CONTROL
 DL1362  ___________________________________________________________________
 DL1362* NAD 83(1997)-  33 14 06.02175(N)    092 46 37.11696(W)     ADJUSTED  
 DL1362* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 DL1362  ___________________________________________________________________
 DL1362  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DL1362  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1362
 DL1362  HORZ ORDER  -  FIRST
 DL1362
 DL1362.The horizontal coordinates were established by classical geodetic methods
 DL1362.and adjusted by the National Geodetic Survey in September 1999..
 DL1362
 DL1362.The orthometric height was scaled from a topographic map.
 DL1362
 DL1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1362
 DL1362.The geoid height was determined by GEOID03.
 DL1362
 DL1362;                    North         East     Units Scale Factor Converg.
 DL1362;SPC AR S     -   463,311.986   327,581.721   MT  1.00001505   -0 26 05.5
 DL1362;SPC AR S     - 1,520,049.41  1,074,741.03   sFT  1.00001505   -0 26 05.5
 DL1362;UTM  15      - 3,677,362.392   520,778.500   MT  0.99960532   +0 07 20.0
 DL1362
 DL1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1362!SPC AR S     -   0.99999126  x   1.00001505  =   1.00000631
 DL1362!UTM  15      -   0.99999126  x   0.99960532  =   0.99959658
 DL1362
 DL1362|---------------------------------------------------------------------|
 DL1362| PID    Reference Object                     Distance      Geod. Az  |
 DL1362|                                                           dddmmss.s |
 DL1362| CY6271 HULSEY RM 1                          37.685 METERS 01235     |
 DL1362| CY6270 HULSEY AZ MK                                       0701400.8 |
 DL1362| DL1358 EL DORADO RITCHIE GROCERY TK        APPROX.11.0 KM 1043331.5 |
 DL1362| DL1354 EL DORADO ARK P AND L CO TANK       APPROX.11.2 KM 1052712.6 |
 DL1362| DL1356 EL DORADO OIL AND FERTIL CO TK      APPROX.11.3 KM 1065021.5 |
 DL1362| CY6272 HULSEY RM 2                          29.657 METERS 13622     |
 DL1362|---------------------------------------------------------------------|
 DL1362
 DL1362                          SUPERSEDED SURVEY CONTROL
 DL1362
 DL1362  NAD 83(1997)-  33 14 06.03051(N)    092 46 37.10920(W) AD(       ) 1
 DL1362  NAD 83(1986)-  33 14 06.03399(N)    092 46 37.10843(W) AD(       ) 1
 DL1362  NAD 27      -  33 14 05.56700(N)    092 46 36.52500(W) AD(       ) 1
 DL1362
 DL1362.Superseded values are not recommended for survey control.
 DL1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1362.See file dsdata.txt to determine how the superseded data were derived.
 DL1362
 DL1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2077877362(NAD 83)
 DL1362_MARKER: DS = TRIANGULATION STATION DISK
 DL1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1362
 DL1362  HISTORY     - Date     Condition        Report By
 DL1362  HISTORY     - 1941     MONUMENTED       CGS
 DL1362  HISTORY     - 1950     GOOD             CGS
 DL1362  HISTORY     - 1957     SEE DESCRIPTION  CGS
 DL1362  HISTORY     - 1963     MARK NOT FOUND   CGS
 DL1362  HISTORY     - 1964     GOOD             CGS
 DL1362
 DL1362                          STATION DESCRIPTION
 DL1362
 DL1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1362'STATION IS LOCATED NEAR THE CENTER OF THE NE 1/4 OF SEC.20,
 DL1362'T 17 S, R 16 W,ABOUT 14 MILES SOUTH OF SMACKOVER, ON LAND
 DL1362'OWNED BY MRS. ANNIE HULSEY.
 DL1362'
 DL1362'TO REACH THE STATION FROM THE GRADE SCHOOL IN SMACKOVER, TAKE
 DL1362'A GRAVEL ROAD SOUTH ALONG THE WEST SIDE OF THE SCHOOL HOUSE
 DL1362'AND GO 8.5 MILES TO A T ROAD.  TURN LEFT AND GO 4 MILES
 DL1362'TO A DIRT ROAD RIGHT AT THE J.E. DUMAS STORE.  TURN RIGHT AND
 DL1362'GO 2.4 MILES, KEEPING TO THE RIGHT AT ALL FORKS, TO A SMALL LOG
 DL1362'BUILDING AND THE AZIMUTH MARK JUST NORTHWEST NEAR AN OLD
 DL1362'CONCRETE FOUNDATION, CONTINUE STRAIGHT AHEAD 0.2 MILE TO THE
 DL1362'STATION NEAR AN OLD OIL WELL FOUNDATION.
 DL1362'
 DL1362'THE STATION MARK IS STAMPED HULSEY 1941 AND PROJECTS 6 INCHES.
 DL1362'IT IS 28 FEET WEST OF THE SOUTH CORNER OF AN OLD OIL WELL
 DL1362'FOUNDATION,29 FEET WEST OF THE NORTH CORNER OF SAME FOUNDATION,36
 DL1362'FEET NORTH OF THE ROAD LEADING TO STATION,9 FEET SOUTHWEST OF
 DL1362'A WHITE REFERENCE POST AND NEAR EDGE OF WOODS.
 DL1362'
 DL1362'R.M. NO. 1 IS STAMPED HULSEY NO. 1 1941 AND PROJECTS 6 INCHES.
 DL1362'IT IS 18 FEET EAST OF A 12-INCH PINE TREE, 20 FEET WEST OF
 DL1362'A 10-INCH PINE TREE,6 FEET EAST OF THE CENTER OF A TRACK
 DL1362'ROAD AND 25 FEET SOUTH OF AN 8-INCH PINE TREE.
 DL1362'
 DL1362'R.M. NO. 2 IS STAMPED HULSEY NO. 2 1941 AND PROJECTS 6 INCHES.
 DL1362'IT IS 15 FEET EAST OF A 20-INCH OAK TREE, TRIANGLE BLAZED, 7 FEET
 DL1362'SOUTH OF A 10-INCH PINE TREE AND 60 FEET SOUTH OF A TRACK
 DL1362'ROAD.
 DL1362'
 DL1362'THE AZIMUTH MARK IS STAMPED HULSEY 1941 AND PROJECTS 4 INCHES.
 DL1362'IT IS 23 FEET NORTH OF THE NORTH EDGE OF AN OLD CONCRETE
 DL1362'FOUNDATION, 53 FEET EAST OF A TRACK ROAD,AND 4 FEET NORTH
 DL1362'NORTHWEST OF A WHITE REFERENCE POST.
 DL1362'
 DL1362'A LARGE AMOUNT OF CLEARING WILL BE NECESSARY TO SEE AZIMUTH
 DL1362'MARK FROM THE GROUND.
 DL1362'
 DL1362'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1362
 DL1362                          STATION RECOVERY (1950)
 DL1362
 DL1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 DL1362'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION,
 DL1362'DUE TO CHANGE IN WOOD TRAILS IT IS RATHER DIFFICYLT TO LOCATE,
 DL1362'BUT BY LOCALL INQUIREING STATION CAN BE LOCATED VERY EASY,
 DL1362'THE DESCRIPTION TO REACH THE STATION WASNOT CHECKED.
 DL1362
 DL1362                          STATION RECOVERY (1957)
 DL1362
 DL1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 DL1362'STATION WAS SEARCHED FOR BUT NOT FOUND.  ROADS INTO THIS AREA
 DL1362'HAVE BEEN CHANGED, AND HILL UPON WHICH STATION IS LOCATED
 DL1362'COULD NOT BE IDENTIFIED.
 DL1362
 DL1362                          STATION RECOVERY (1963)
 DL1362
 DL1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 DL1362'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DL1362'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A UNION
 DL1362'COUNTY LAND OWNERSHIP MAP OR LOCAL INQUIRY WILL HELP IN FUTURE
 DL1362'RECOVERY OF THIS STATION.
 DL1362
 DL1362                          STATION RECOVERY (1964)
 DL1362
 DL1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1362'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1362'IT IS AS DESCRIBED FROM CONCRETE FOUNDATIONS OF OIL DERRICK.
 DL1362'
 DL1362'TO REACH THE STATION FROM EL DORADO, FROM THE JUNCTION OF
 DL1362'U.S. HIGHWAY 82 AND STATE HIGHWAY 7, GO WEST ON U.S. 82 FOR 4.0
 DL1362'MILES TO CROSSROADS AT WYATT SCHOOL, TURN RIGHT AND GO NORTHERLY
 DL1362'FOR 2.65 MILES TO CROSSROADS, TURN LEFT AND GO WEST FOR 1.85
 DL1362'MILES TO A SIDE ROAD RIGHT, CONTINUE WEST FOR 0.15 MILE TO
 DL1362'A SIDE ROAD LEFT, TURN LEFT AND GO SOUTHERLY FOR 1.6 MILES
 DL1362'TO A T-INTERSECTION, TURN RIGHT AND GO WEST AND SOUTH FOR 0.7
 DL1362'MILE TO FORKS JUST BEFORE REACHING TWO METAL BUILDINGS, TAKE
 DL1362'RIGHT FORK AND GO WESTERLY FOR 0.5 MILE TO A T-INTERSECTION,
 DL1362'TURN RIGHT AND GO NORTH FOR 0.1 MILE TO FORKS, TAKE LEFT
 DL1362'FORK AND CONTINUE NORTH FOR 0.1 MILE TO FORKS JUST AFTER
 DL1362'PASSING DIM FORKS TO RIGHT, TAKE THE RIGHT FORK ON MAIN
 DL1362'ROAD FOR 0.15 MILE TO DIM FORKS AT TWO TRIANGLE-BLAZED TREES
 DL1362'ON LEFT, BEAR LEFT BETWEEN TWO BLAZED TREES AND GO WESTERLY
 DL1362'FOR 0.05 MILE TO AN OLD OIL WELL FOUNDATION ON RIGHT AND STATION
 DL1362'TO WEST OF FOUNDATION AS ORIGINALLY DESCRIBED.  TO REACH AZIMUTH
 DL1362'MARK FROM STATION, GO 0.05 SOUTHEAST TO MAIN WOODS ROAD,
 DL1362'TURN SHARP LEFT AND FOLLOW MAIN ROAD 0.15 MILE TO FORKS, TAKE
 DL1362'LEFT FORK FOR 50 YARDS TO MARK TO RIGHT OF ROAD AND TO
 DL1362'NORTH OF CONCRETE FOUNDATION AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3068 ***********************************************************************
 EH3068  DESIGNATION -  HUMNOKE MUNICIPAL TANK
 EH3068  PID         -  EH3068
 EH3068  STATE/COUNTY-  AR/LONOKE
 EH3068  USGS QUAD   -  HUMNOKE (1982)
 EH3068
 EH3068                         *CURRENT SURVEY CONTROL
 EH3068  ___________________________________________________________________
 EH3068* NAD 83(1997)-  34 32 37.76454(N)    091 45 35.80830(W)     ADJUSTED  
 EH3068* NAVD 88     -                                                        
 EH3068  ___________________________________________________________________
 EH3068  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EH3068  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH3068
 EH3068  HORZ ORDER  -  THIRD
 EH3068
 EH3068.The horizontal coordinates were established by classical geodetic methods
 EH3068.and adjusted by the National Geodetic Survey in September 1999..
 EH3068
 EH3068
 EH3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3068
 EH3068.The geoid height was determined by GEOID03.
 EH3068
 EH3068;                    North         East     Units Scale Factor Converg.
 EH3068;SPC AR S     -   608,229.325   422,033.995   MT  0.99995789   +0 08 03.7
 EH3068;SPC AR S     - 1,995,499.04  1,384,623.20   sFT  0.99995789   +0 08 03.7
 EH3068;UTM  15      - 3,823,154.992   613,784.507   MT  0.99975958   +0 42 11.6
 EH3068
 EH3068                          SUPERSEDED SURVEY CONTROL
 EH3068
 EH3068  NAD 83(1986)-  34 32 37.77090(N)    091 45 35.80218(W) AD(       ) 4
 EH3068  NAD 27      -  34 32 37.42788(N)    091 45 35.32220(W) AD(       ) 3
 EH3068
 EH3068.Superseded values are not recommended for survey control.
 EH3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3068.See file dsdata.txt to determine how the superseded data were derived.
 EH3068
 EH3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1378523155(NAD 83)
 EH3068_MARKER: 53 = ELEVATED TANK
 EH3068
 EH3068  HISTORY     - Date     Condition        Report By
 EH3068  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3068
 EH3068                          STATION DESCRIPTION
 EH3068
 EH3068'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3068'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN
 EH3068'THE NORTH EDGE OF THE SMALL VILLAGE OF HUMNOKE.  IT IS A 4
 EH3068'LEGGED STEEL TANK PAINTED SILVER WITH THE LEGEND HUMNOKE PRINTED
 EH3068'IN LARGE BLACK LETTERS ON THE NORTH AND SOUTH SIDES.  THE OVERALL
 EH3068'HEIGHT IS 150 FEET.
 EH3068'
 EH3068'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH3068'130 AND 13 IN HUMNOKE, GO WEST ON STATE HIGHWAY 130 FOR 0.15
 EH3068'MILE TO A SIDE STREET ON THE RIGHT (A PENTECOSTAL CHURCH
 EH3068'IN THE NORTHEAST ANGLE OF THE INTERSECTION).  TURN RIGHT AND
 EH3068'GO NORTH ON A GRAVELED STREET FOR 0.15 MILE TO THE STATION
 EH3068'ON THE LEFT ALONG THE WEST SIDE OF THE PUMPING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3067 ***********************************************************************
 EH3067  DESIGNATION -  HUMNOKE RESET
 EH3067  PID         -  EH3067
 EH3067  STATE/COUNTY-  AR/LONOKE
 EH3067  USGS QUAD   -  HUMNOKE (1982)
 EH3067
 EH3067                         *CURRENT SURVEY CONTROL
 EH3067  ___________________________________________________________________
 EH3067* NAD 83(1997)-  34 32 24.56715(N)    091 45 29.47894(W)     ADJUSTED  
 EH3067* NAVD 88     -        59.95   (+/-2cm)     196.7    (feet)  VERTCON   
 EH3067  ___________________________________________________________________
 EH3067  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EH3067  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH3067
 EH3067  HORZ ORDER  -  FIRST
 EH3067  VERT ORDER  -  THIRD ? (See Below)
 EH3067
 EH3067.The horizontal coordinates were established by classical geodetic methods
 EH3067.and adjusted by the National Geodetic Survey in September 1999..
 EH3067
 EH3067.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3067.The vertical order pertains to the NGVD 29 superseded value.
 EH3067
 EH3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3067
 EH3067.The geoid height was determined by GEOID03.
 EH3067
 EH3067;                    North         East     Units Scale Factor Converg.
 EH3067;SPC AR S     -   607,823.052   422,196.333   MT  0.99995732   +0 08 07.2
 EH3067;SPC AR S     - 1,994,166.13  1,385,155.80   sFT  0.99995732   +0 08 07.2
 EH3067;UTM  15      - 3,822,750.431   613,950.837   MT  0.99976005   +0 42 15.0
 EH3067
 EH3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3067!SPC AR S     -   0.99999474  x   0.99995732  =   0.99995206
 EH3067!UTM  15      -   0.99999474  x   0.99976005  =   0.99975479
 EH3067
 EH3067:                Primary Azimuth Mark                     Grid Az
 EH3067:SPC AR S     -  HUMPHREY MUNICIPAL TANK                  159 17 00.1
 EH3067:UTM  15      -  HUMPHREY MUNICIPAL TANK                  158 42 52.3
 EH3067
 EH3067|---------------------------------------------------------------------|
 EH3067| PID    Reference Object                     Distance      Geod. Az  |
 EH3067|                                                           dddmmss.s |
 EH3067| EH2997 HUMPHREY MUNICIPAL TANK             APPROX.14.0 KM 1592507.3 |
 EH3067| CY6274 HUMNOKE AZ MK                                      1743817.5 |
 EH3067| EH3027 HUMPHREY RAD STA KBJ 59 MAST        APPROX.16.1 KM 1801507.7 |
 EH3067| CY6273 HUMNOKE AZ MK RESET                                1882612.0 |
 EH3067| CY6275 HUMNOKE RM 1                         43.623 METERS 19445     |
 EH3067| CY6276 HUMNOKE RM 2                         44.864 METERS 32517     |
 EH3067| EH3068 HUMNOKE MUNICIPAL TANK              437.524 METERS 3382117.2 |
 EH3067|---------------------------------------------------------------------|
 EH3067
 EH3067                          SUPERSEDED SURVEY CONTROL
 EH3067
 EH3067  NAD 83(1986)-  34 32 24.57354(N)    091 45 29.47284(W) AD(       ) 1
 EH3067  NAD 27      -  34 32 24.23073(N)    091 45 28.99384(W) AD(       ) 1
 EH3067  NGVD 29 (07/19/86)   59.97   (m)          196.8    (f) LEVELING    3  
 EH3067
 EH3067.Superseded values are not recommended for survey control.
 EH3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3067.See file dsdata.txt to determine how the superseded data were derived.
 EH3067
 EH3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1395122750(NAD 83)
 EH3067_MARKER: DS = TRIANGULATION STATION DISK
 EH3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3067_SP_SET: SET INTO TOP OF CONCRETE POST
 EH3067_STAMPING: HUMNOKE 1938 1965
 EH3067_PROJECTION: RECESSED 35 CENTIMETERS
 EH3067_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH3067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3067+STABILITY: SURFACE MOTION
 EH3067
 EH3067  HISTORY     - Date     Condition        Report By
 EH3067  HISTORY     - 1965     MONUMENTED       CGS
 EH3067  HISTORY     - 1967     GOOD             CGS
 EH3067  HISTORY     - 19980901 GOOD             NRCS
 EH3067
 EH3067                          STATION DESCRIPTION
 EH3067
 EH3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3067'THE STATION AND ALL MARKS WERE RECOVERED.  THE STATION MARK
 EH3067'WAS LOWERED AT THIS TIME AT THE REQUEST OF THE PROPERTY
 EH3067'OWNER.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1
 EH3067'CHECKED.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND
 EH3067'TO BE 0.19 FEET LONGER THAN PREVIOUSLY MEASURED, AND THE
 EH3067'DIRECTION WAS FOUND TO BE 5 MINUTES AND 1 SECOND HIGHER.
 EH3067'THIS MARK HAD BEEN DISTURBED, AND WAS REINFORCED WITH CONCRETE
 EH3067'AT THIS TIME.  THE OLD AZIMUTH MARK WAS NOT VISIBLE FROM
 EH3067'THE GROUND, AND WAS DESTROYED AT THIS TIME AND A NEW AZIMUTH
 EH3067'MARK WAS ESTABLISHED.  THE DIRECTION TO THE OLD AZIMUTH MARK
 EH3067'WAS FOUND TO BE 9.9 SECONDS LOWER.
 EH3067'
 EH3067'A NEW DESCRIPTION FOLLOWS-
 EH3067'
 EH3067'THE STATION IS LOCATED ON A VACANT LOT IN THE VILLAGE OF
 EH3067'HUMNOKE, ON THE PROPERTY OWNED BY MR. CLARENCE LOFTIS.
 EH3067'
 EH3067'TO REACH THE STATION FROM THE POST OFFICE IN HUMNOKE, GO
 EH3067'EAST ON A GRAVELED STREET FOR 0.05 MILE TO A SIDE STREET ON THE
 EH3067'RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED STREET FOR 0.05
 EH3067'MILE TO THE STATION ON THE LEFT.
 EH3067'
 EH3067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 EH3067'GRAVELED STREET FOR 132 FEET TO A CROSS STREET.  TURN LEFT
 EH3067'AND GO EAST ON A GRAVELED STREET FOR 0.05 MILE TO A CROSS
 EH3067'STREET.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 13
 EH3067'(GRAVELED) FOR 0.35 MILE TO A SIDE ROAD LEFT AND A DRIVEWAY
 EH3067'ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY AND GO WESTERLY,
 EH3067'PASSING ALONG THE SOUTH SIDE OF MR. JOHN SHINYBECKS HOME
 EH3067'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT ALONG THE NORTH
 EH3067'SIDE OF A DRAINAGE DITCH.
 EH3067'
 EH3067'STATION MARKS ARE STANDARD DISKS, THE SURFACE DISK IS STAMPED
 EH3067'HUMNOKE 1938 1965.  THE SURFACE DISK IS SET IN A ROUND CONCRETE
 EH3067'MONUMENT WHICH IS 14 INCHES BELOW THE SURFACE OF THE GROUND.
 EH3067'IT IS 157.5 FEET NORTH OF THE NORTHWEST CORNER OF THE MACEDONIA
 EH3067'MISSIONARY BAPTIST CHURCH, 132 FEET NORTHEAST OF THE INTERSECTION
 EH3067'OF A GRAVELED CROSS STREET, 81 FEET SOUTH OF A WIRE FENCE,
 EH3067'97.5 FEET NORTH-NORTHEAST OF A FIRE HYDRANT, 61 FEET EAST
 EH3067'OF THE CENTER OF A GRAVELED STREET, AND 44 FEET SOUTHEAST
 EH3067'OF A POWER POLE.  THE UNDERGROUND DISK IS STAMPED HUMNOKE
 EH3067'1938, IS SET IN AN IRREGULAR MASS OF CONCRETE 35 INCHES
 EH3067'BELOW THE SURFACE OF THE GROUND.
 EH3067'
 EH3067'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HUMNOKE NO 1
 EH3067'1938, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH3067'WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET WEST-NORTHWEST
 EH3067'OF THE NORTHWEST CORNER OF THE CHURCH, 46 FEET SOUTH OF THE
 EH3067'FIRE HYDRANT, 35 FEET SOUTHEAST OF THE INTERSECTION OF THE
 EH3067'GRAVELED CROSS STREET, AND 1 FOOT NORTHWEST OF A POWER POLE.
 EH3067'
 EH3067'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HUMNOKE NO 2
 EH3067'1938, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EH3067'3 INCHES.  IT IS 29 FEET WEST OF THE CENTER OF THE GRAVELED
 EH3067'STREET, 18.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER POST
 EH3067'OF A GARAGE ON THE SOUTH SIDE OF A FRAMED HOUSE, AND 17 FEET
 EH3067'SOUTH OF THE CENTER OF A PAVED DRIVEWAY.
 EH3067'
 EH3067'AZIMUTH MARK, A STANDARD DISK STAMPED HUMNOKE 1938 RESET
 EH3067'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 EH3067'INCHES.  IT IS 100 FEET WEST OF A POWER POLE, 20 FEET NORTH
 EH3067'OF THE CENTER OF A FIELD ROAD, 7 FEET NORTH OF A DRAINAGE
 EH3067'DITCH, AND 1 FOOT WEST OF A METAL WITNESS POST.
 EH3067'
 EH3067'NOTE- REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION.
 EH3067'
 EH3067'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH3067
 EH3067                          STATION RECOVERY (1967)
 EH3067
 EH3067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3067'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 EH3067'DESCRIBED BY R.A. TRAUSCHKE IN 1965.
 EH3067
 EH3067                          STATION RECOVERY (1998)
 EH3067
 EH3067'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3067'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2996 ***********************************************************************
 EH2996  DESIGNATION -  HUMP
 EH2996  PID         -  EH2996
 EH2996  STATE/COUNTY-  AR/ARKANSAS
 EH2996  USGS QUAD   -  HUMPHREY (1967)
 EH2996
 EH2996                         *CURRENT SURVEY CONTROL
 EH2996  ___________________________________________________________________
 EH2996* NAD 83(1997)-  34 25 34.10737(N)    091 40 05.97887(W)     ADJUSTED  
 EH2996* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 EH2996  ___________________________________________________________________
 EH2996  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EH2996  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 EH2996
 EH2996  HORZ ORDER  -  SECOND
 EH2996
 EH2996.The horizontal coordinates were established by classical geodetic methods
 EH2996.and adjusted by the National Geodetic Survey in September 1999..
 EH2996
 EH2996.The orthometric height was scaled from a topographic map.
 EH2996
 EH2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2996
 EH2996.The geoid height was determined by GEOID03.
 EH2996
 EH2996;                    North         East     Units Scale Factor Converg.
 EH2996;SPC AR S     -   595,198.873   430,485.810   MT  0.99994177   +0 11 08.3
 EH2996;SPC AR S     - 1,952,748.30  1,412,352.19   sFT  0.99994177   +0 11 08.3
 EH2996;UTM  15      - 3,810,211.282   622,363.584   MT  0.99978456   +0 45 10.6
 EH2996
 EH2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2996!SPC AR S     -   0.99999488  x   0.99994177  =   0.99993665
 EH2996!UTM  15      -   0.99999488  x   0.99978456  =   0.99977944
 EH2996
 EH2996:                Primary Azimuth Mark                     Grid Az
 EH2996:SPC AR S     -  HUMP AZ MK                               059 36 00.0
 EH2996:UTM  15      -  HUMP AZ MK                               059 01 57.7
 EH2996
 EH2996|---------------------------------------------------------------------|
 EH2996| PID    Reference Object                     Distance      Geod. Az  |
 EH2996|                                                           dddmmss.s |
 EH2996| CY6277 HUMP AZ MK                                         0594708.3 |
 EH2996| CY6279 HUMP RM 2                            27.790 METERS 21220     |
 EH2996| EH3027 HUMPHREY RAD STA KBJ 59 MAST        APPROX. 9.0 KM 2473903.0 |
 EH2996| EH2997 HUMPHREY MUNICIPAL TANK             APPROX. 3.4 KM 2620214.4 |
 EH2996| CY6278 HUMP RM 1                            23.754 METERS 31551     |
 EH2996|---------------------------------------------------------------------|
 EH2996
 EH2996                          SUPERSEDED SURVEY CONTROL
 EH2996
 EH2996  NAD 83(1986)-  34 25 34.11464(N)    091 40 05.97297(W) AD(       ) 2
 EH2996  NAD 27      -  34 25 33.76650(N)    091 40 05.50502(W) AD(       ) 2
 EH2996
 EH2996.Superseded values are not recommended for survey control.
 EH2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2996.See file dsdata.txt to determine how the superseded data were derived.
 EH2996
 EH2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2236410211(NAD 83)
 EH2996_MARKER: DS = TRIANGULATION STATION DISK
 EH2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2996+STABILITY: SURFACE MOTION
 EH2996
 EH2996  HISTORY     - Date     Condition        Report By
 EH2996  HISTORY     - 1965     MONUMENTED       CGS
 EH2996  HISTORY     - 19980801 GOOD             NRCS
 EH2996
 EH2996                          STATION DESCRIPTION
 EH2996
 EH2996'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2996'STATION IS ABOUT 8 MILES SOUTHWEST OF STUTTGART, 2 MILES
 EH2996'EAST OF HUMPHREY, ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY
 EH2996'79 NEAR THE SOUTHWEST END OF A CONCRETE BRIDGE OVER CROOKED
 EH2996'CREEK BAYOU, AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 EH2996'
 EH2996'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 EH2996'AND STATE HIGHWAY 130 AND 11 IN THE NORTH PART OF STUTTGART,
 EH2996'GO SOUTHWEST ON HIGHWAY 79 FOR 3 MILES TO THE JUNCTION WITH CITY
 EH2996'ROUTE 79. CONTINUE SOUTHWEST ON HIGHWAY 79 FOR 5.35 MILES
 EH2996'TO THE AZIMUTH MARK ON THE RIGHT IN THE NORTHWEST HEADWALL OF
 EH2996'A CONCRETE CULVERT. CONTINUE SOUTHWEST ON HIGHWAY 79 FOR 0.5
 EH2996'MILE TO THE SOUTHWEST END OF A CONCRETE BRIDGE OVER CROOKED
 EH2996'CREEK BAYOU AND THE STATION ON THE LEFT.
 EH2996'
 EH2996'STATION MARKS ARE STANDARD DISKS STAMPED HUMP 1965. THE
 EH2996'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2996'WITH THE SURFACE OF THE GROUND. IT IS 109 FEET NORTH-NORTHWEST
 EH2996'OF THE NORTH RAIL OF A RAILROAD TRACK AND THE CENTER OF A
 EH2996'GRAVELED ROAD, 85 FEET NORTHWEST OF A TELEPHONE POLE NO.
 EH2996'120, 80 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTHWEST
 EH2996'END OF THE BRIDGE, 74 FEET NORTH OF A TELEPHONE POLE NO.
 EH2996'1499, AND 42 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 EH2996'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH2996'45 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2996'
 EH2996'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HUMP NO 1 1965,
 EH2996'IS CEMENTED IN A DRILLED HOLE IN THE SOUTHEAST HEADWALL OF
 EH2996'THE SOUTHWEST END OF THE BRIDGE. IT IS 16.5 FEET SOUTHEAST OF THE
 EH2996'CENTERLINE OF HIGHWAY 79 AND THE SOUTHWEST END OF THE GRIDGE,
 EH2996'AND 1.7 FEET NORTHEAST OF A METAL WITNESS POST.
 EH2996'
 EH2996'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HUMP NO 2 1965,
 EH2996'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2996'2 INCHES. IT IS 139 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 EH2996'79, 60 FEET NORTHWEST OF THE NORTH RAIL OF THE RAILROAD
 EH2996'TRACK, 59 FEET WEST OF THELPHONE POLE NO. 1499, AND 36 FEET
 EH2996'SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD.
 EH2996'
 EH2996'AZIMUTH MARK, A STANDARD DISK STAMPED HUMP 1965, IS CEMENTED IN A
 EH2996'DRILLED HOLE IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 EH2996'CONCRETE CULVERT. IT IS 30 FEET NORTHWEST OF THE CENTERLINE OF
 EH2996'HIGHWAY 79, AND 1 FOOT WEST OF A METAL WITNESS POST.
 EH2996'
 EH2996'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2996'
 EH2996'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2996
 EH2996                          STATION RECOVERY (1998)
 EH2996
 EH2996'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH2996'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2997 ***********************************************************************
 EH2997  DESIGNATION -  HUMPHREY MUNICIPAL TANK
 EH2997  PID         -  EH2997
 EH2997  STATE/COUNTY-  AR/JEFFERSON
 EH2997  USGS QUAD   -  HUMPHREY (1967)
 EH2997
 EH2997                         *CURRENT SURVEY CONTROL
 EH2997  ___________________________________________________________________
 EH2997* NAD 83(1997)-  34 25 18.94362(N)    091 42 16.63191(W)     ADJUSTED  
 EH2997* NAVD 88     -                                                        
 EH2997  ___________________________________________________________________
 EH2997  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 EH2997  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EH2997
 EH2997  HORZ ORDER  -  THIRD
 EH2997
 EH2997.The horizontal coordinates were established by classical geodetic methods
 EH2997.and adjusted by the National Geodetic Survey in September 1999..
 EH2997
 EH2997
 EH2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2997
 EH2997.The geoid height was determined by GEOID03.
 EH2997
 EH2997;                    North         East     Units Scale Factor Converg.
 EH2997;SPC AR S     -   594,721.431   427,151.327   MT  0.99994127   +0 09 55.2
 EH2997;SPC AR S     - 1,951,181.89  1,401,412.31   sFT  0.99994127   +0 09 55.2
 EH2997;UTM  15      - 3,809,700.939   619,034.531   MT  0.99977465   +0 43 56.4
 EH2997
 EH2997                          SUPERSEDED SURVEY CONTROL
 EH2997
 EH2997  NAD 83(1986)-  34 25 18.95092(N)    091 42 16.62589(W) AD(       ) 4
 EH2997  NAD 27      -  34 25 18.60327(N)    091 42 16.15602(W) AD(       ) 3
 EH2997
 EH2997.Superseded values are not recommended for survey control.
 EH2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2997.See file dsdata.txt to determine how the superseded data were derived.
 EH2997
 EH2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1903509701(NAD 83)
 EH2997_MARKER: 51 = TANK
 EH2997
 EH2997  HISTORY     - Date     Condition        Report By
 EH2997  HISTORY     - 1939     FIRST OBSERVED   CGS
 EH2997  HISTORY     - 1965     GOOD             CGS
 EH2997
 EH2997                          STATION DESCRIPTION
 EH2997
 EH2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EH2997'OBSERVED FINIAL MUNICIPAL WATER TANK.  STEEL, SILVER PAINTED,
 EH2997'ABOUT 100 FEET HIGH.  NOT VISITED.
 EH2997'
 EH2997'OBSERVED FROM TRIANGULATION STATIONS FREEMAN, MADDING, AND
 EH2997'SHERRILL.
 EH2997
 EH2997                          STATION RECOVERY (1965)
 EH2997
 EH2997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2997'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTIONS
 EH2997'ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3027 ***********************************************************************
 EH3027  DESIGNATION -  HUMPHREY RAD STA KBJ 59 MAST
 EH3027  PID         -  EH3027
 EH3027  STATE/COUNTY-  AR/JEFFERSON
 EH3027  USGS QUAD   -  GETHSEMANE (1971)
 EH3027
 EH3027                         *CURRENT SURVEY CONTROL
 EH3027  ___________________________________________________________________
 EH3027* NAD 83(1997)-  34 23 42.79150(N)    091 45 32.24897(W)     ADJUSTED  
 EH3027* NAVD 88     -                                                        
 EH3027  ___________________________________________________________________
 EH3027  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EH3027  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EH3027
 EH3027  HORZ ORDER  -  THIRD
 EH3027
 EH3027.The horizontal coordinates were established by classical geodetic methods
 EH3027.and adjusted by the National Geodetic Survey in September 1999..
 EH3027
 EH3027
 EH3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3027
 EH3027.The geoid height was determined by GEOID03.
 EH3027
 EH3027;                    North         East     Units Scale Factor Converg.
 EH3027;SPC AR S     -   591,745.717   422,163.559   MT  0.99993823   +0 08 05.7
 EH3027;SPC AR S     - 1,941,419.07  1,385,048.28   sFT  0.99993823   +0 08 05.7
 EH3027;UTM  15      - 3,806,676.566   614,077.288   MT  0.99976041   +0 42 04.1
 EH3027
 EH3027                          SUPERSEDED SURVEY CONTROL
 EH3027
 EH3027  NAD 83(1986)-  34 23 42.79891(N)    091 45 32.24274(W) AD(       ) 4
 EH3027  NAD 27      -  34 23 42.45150(N)    091 45 31.76754(W) AD(       ) 3
 EH3027
 EH3027.Superseded values are not recommended for survey control.
 EH3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3027.See file dsdata.txt to determine how the superseded data were derived.
 EH3027
 EH3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1407706677(NAD 83)
 EH3027_MARKER: 42 = RADIO/TV MAST
 EH3027
 EH3027  HISTORY     - Date     Condition        Report By
 EH3027  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3027
 EH3027                          STATION DESCRIPTION
 EH3027
 EH3027'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3027'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 EH3027'ALONG THE NORTHWEST SIDE OF U.S. HIGHWAY 79, ABOUT 3-1/2 MILES
 EH3027'SOUTHWEST OF HUMPHREY. IT IS A GUYED STEEL STRUCTURE PAINTED IN
 EH3027'ALTERNATE SECTIONS WITH INTERNATIONAL ORANGE AND WHITE, A
 EH3027'HAS 2 LARGE SQUARE MICRO-FANS NEAR THE TOP. IT IS OWNED AND
 EH3027'OPERATED BY THE ARKANSAS POWER AND LIGHT COMPANY OF PINE
 EH3027'BLUFF ARKANSAS. THE OVERALL HEIGHT IS 200 FEET.
 EH3027'
 EH3027'TO REACH THE STATION FROM THE MAIN CROSSROAD IN HUMPHREY, GO
 EH3027'SOUTHWEST ON U.S. HIGHWAY 79 FOR 3.6 MILES TO A CROSSROAD AT THE
 EH3027'SOUTHWEST END OF A SMALL CONCRETE BRIDGE. TURN RIGHT AND GO WEST
 EH3027'ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT
 EH3027'ALONG THE NORTH SIDE OF A SMALL CONCRETE TRANSMITTER BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1817 ***********************************************************************
 FF1817  DESIGNATION -  HUNTER
 FF1817  PID         -  FF1817
 FF1817  STATE/COUNTY-  AR/WOODRUFF
 FF1817  USGS QUAD   -  HUNTER EAST (1993)
 FF1817
 FF1817                         *CURRENT SURVEY CONTROL
 FF1817  ___________________________________________________________________
 FF1817* NAD 83(1997)-  35 04 24.48781(N)    091 02 39.28498(W)     ADJUSTED  
 FF1817* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 FF1817  ___________________________________________________________________
 FF1817  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FF1817  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FF1817
 FF1817  HORZ ORDER  -  SECOND
 FF1817
 FF1817.The horizontal coordinates were established by classical geodetic methods
 FF1817.and adjusted by the National Geodetic Survey in September 1999..
 FF1817
 FF1817.The orthometric height was scaled from a topographic map.
 FF1817
 FF1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1817
 FF1817.The geoid height was determined by GEOID03.
 FF1817
 FF1817;                    North         East     Units Scale Factor Converg.
 FF1817;SPC AR N     -    82,535.034   487,167.480   MT  0.99997541   +0 33 22.1
 FF1817;SPC AR N     -   270,783.69  1,598,315.31   sFT  0.99997541   +0 33 22.1
 FF1817;SPC AR S     -   667,368.530   487,176.948   MT  1.00008285   +0 32 05.7
 FF1817;SPC AR S     - 2,189,524.92  1,598,346.37   sFT  1.00008285   +0 32 05.7
 FF1817;UTM  15      - 3,882,939.738   678,318.002   MT  0.99999189   +1 07 26.8
 FF1817
 FF1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1817!SPC AR N     -   0.99999435  x   0.99997541  =   0.99996976
 FF1817!SPC AR S     -   0.99999435  x   1.00008285  =   1.00007720
 FF1817!UTM  15      -   0.99999435  x   0.99999189  =   0.99998624
 FF1817
 FF1817|---------------------------------------------------------------------|
 FF1817| PID    Reference Object                     Distance      Geod. Az  |
 FF1817|                                                           dddmmss.s |
 FF1817| CI1705 HUNTER RM 1                          27.152 METERS 02913     |
 FF1817| FF2091 LOOKOUT TOWER 3 MI S PINETREE       APPROX.10.6 KM 0815247.7 |
 FF1817| CI1706 HUNTER RM 2                          25.491 METERS 15031     |
 FF1817| CI1704 HUNTER AZ MK                                       2383109.9 |
 FF1817|---------------------------------------------------------------------|
 FF1817
 FF1817                          SUPERSEDED SURVEY CONTROL
 FF1817
 FF1817  NAD 83(1986)-  35 04 24.49677(N)    091 02 39.28352(W) AD(       ) 2
 FF1817  NAD 27      -  35 04 24.16930(N)    091 02 38.84900(W) AD(       ) 2
 FF1817
 FF1817.Superseded values are not recommended for survey control.
 FF1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1817.See file dsdata.txt to determine how the superseded data were derived.
 FF1817
 FF1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7831882940(NAD 83)
 FF1817_MARKER: DS = TRIANGULATION STATION DISK
 FF1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1817
 FF1817  HISTORY     - Date     Condition        Report By
 FF1817  HISTORY     - 1954     MONUMENTED       CGS
 FF1817  HISTORY     - 1970     MARK NOT FOUND   NGS
 FF1817  HISTORY     - 1975     MARK NOT FOUND   NGS
 FF1817
 FF1817                          STATION DESCRIPTION
 FF1817
 FF1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1817'THE STATION IS LOCATED 5.0 MILES EAST-NORTHEAST OF HUNTER,
 FF1817'11.0 MILES NORTHWEST OF PALESTINE, ABOUT ON THE WOODRUFF - ST.
 FF1817'FRANCIS COUNTY LINE, 87 FEET SOUTHEAST OF THE CENTER OF A DIRT
 FF1817'ROAD, 30 FEET SOUTHEAST OF A FENCE CORNER, 12 FEET EAST OF A WIRE
 FF1817'FENCE, 12 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST,
 FF1817'AND ON PROPERTY OWNED BY MR. D.W. BROWNFIELD.
 FF1817'
 FF1817'TO REACH FROM THE CROSSROADS IN COLT, FOLLOW A DIRT ROAD
 FF1817'WESTERLY FOR 4.2 MILES TO A BRIDGE OVER THE LANGUILLE RIVER,
 FF1817'CONTINUE SOUTHWESTERLY ON THE DIRT ROAD FOR 10.3 MILES TO
 FF1817'A POINT WHERE A HIGH-TENSION POWER LINE CROSSES OVER THE
 FF1817'ROAD, CONTINUE 0.7 MILE TO A CLEARED AREA AND STATION ON
 FF1817'THE LEFT AS DESCRIBED, ADJACENT TO FENCE LINE LEADING SOUTH
 FF1817'ABOUT 100 YARDS EAST OF FARM HOUSE.
 FF1817'
 FF1817'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FF1817'STAMPED HUNTER 1954.
 FF1817'
 FF1817'REFERENCE MARK 1 IS 42 FEET SOUTHEAST OF THE CENTER OF THE
 FF1817'DIRT ROAD, AND ABOUT AT THE EDGE OF THE CLEARING.  THE MARK
 FF1817'PROJECTS 4 INCHES AND THE DISK IS STAMPED HUNTER NO 1 1954.
 FF1817'
 FF1817'REFERENCE MARK 2 IS 55 FEET EAST OF A WIRE FENCE, AND ABOUT
 FF1817'AT THE EDGE OF THE CLEARING.  THE MARK PROJECTS 7 INCHES
 FF1817'AND THE DISK IS STAMPED HUNTER NO 2 1954.
 FF1817'
 FF1817'THE AZIMUTH MARK IS 33 FEET NORTHWEST OF THE CENTER OF THE
 FF1817'DIRT ROAD, 3 FEET SOUTHEAST OF A POWER POLE, AND 2 FEET
 FF1817'EAST OF A WHITE 4 IN BY 4 IN WITNESS POST.  THE MARK PROJECTS
 FF1817'5 INCHES AND THE DISK IS STAMPED HUNTER 1954.
 FF1817'
 FF1817'TO REACH FROM THE STATION, CONTINUE SOUTHWESTERLY ON THE
 FF1817'DIRT ROAD 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FF1817'DESCRIBED.
 FF1817'
 FF1817'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1817
 FF1817                          STATION RECOVERY (1970)
 FF1817
 FF1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FF1817'THE AZIMUTH MARK ONLY WAS FOUND FOR THIS STATION.  A LONG
 FF1817'AND EXTENDED SEARCH WAS MADE FOR THE STATION MARKS AND THE
 FF1817'REFERENCE MARKS BUT THEY COULD NOT BE FOUND.  MR. D.W. BROWNFIELD
 FF1817'WAS LOCATED AND HE STATES POSITIVELY THAT THIS STATION AND THE
 FF1817'REFERENCE MARKS WERE ALL DESTROYED BY DRAINAGE AND LAND LEVELING
 FF1817'OPERATIONS AT THE TIME A POND WAS BUILT FOR WILDFOWL BY A
 FF1817'HUNTING ASSOCIATION, AND THE DAMAGE SO REPORTED TO OUR AGENCY BY
 FF1817'HIMSELF IN 1960.  THE AZIMUTH MARK WAS NOT DISTURBED AND A NEW
 FF1817'TO-REACH AND DESCRIPTION OF THE MARK FOLLOWS.
 FF1817'
 FF1817'THE MARK IS LOCATED ABOUT 11 MILES NORTHWEST OF PALSTINE,
 FF1817'ABOUT 5 MILES EAST-NORTHEAST OF HUNTER AND 0.25 OF A MILE
 FF1817'WEST OF THE WOODRUFF-ST. FRANCIS COUNTY LINE.
 FF1817'
 FF1817'TO REACH THE MARK FROM THE POST OFFICE IN HUNTER, GO
 FF1817'NORTH-NORTHEAST ON STATE ROUTE 39 FOR 0.15 OF A MILE TO
 FF1817'STATE ROUTE 306 ON THE RIGHT.  HERE TURN RIGHT ON STATE
 FF1817'ROUTE 306 (GRAVELED) AND GO EAST AND NORTHEASTERLY FOR 4.8
 FF1817'MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 FF1817'
 FF1817'THE AZIMUTH MARK IS ON TOP OF A BANK, 38 FEET NORTHWEST
 FF1817'OF THE THE APPROXIMATE CENTER OF STATE ROUTE 306, 2.5 FEET
 FF1817'EAST-NORTHEAST OF A POWERLINE POLE, 2.5 FEET NORTHEAST OF
 FF1817'A WHITE, WOODEN, WITNESS POST, AND 0.8 OF A FOOT NORTHWEST
 FF1817'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FF1817'SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 FF1817'AND THE DISK IS STAMPED HUNTER 1954.
 FF1817'
 FF1817'NOTE- THERE IS A REMOTE POSSIBILITY THAT THE SUB-SURFACE
 FF1817'STATION MARK MAY STILL BE THERE, BUT IT COULD NOT BE LOCATED
 FF1817'AT THIS VISIT.  MR. BROWNFIELD IS OF THE OPINION THAT IT
 FF1817'WOULD HAVE BEEN DESTROYED BY DREDGING OPERATIONS FOR A LARGE
 FF1817'DRAINAGE DITCH.
 FF1817'
 FF1817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FF1817'5 MILES EAST-NORTHEAST OF HUNTER.
 FF1817
 FF1817                          STATION RECOVERY (1975)
 FF1817
 FF1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FF1817'THE STATION SITE WAS VISITED 5-7-75 AND ONLY THE AZIMUTH MARK WAS
 FF1817'FOUND.
 FF1817'
 FF1817'THE STATION MARK AND REFERENCE MARKS WERE REPORTED DESTROYED IN
 FF1817'1970 BY L.F.S.
 FF1817'
 FF1817'THE 1970 DESCRIPTION FOR THE AZIMUTH MARK IS ADEQUATE AND
 FF1817'COMPLETE AT THIS TIME.
 FF1817'
 FF1817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF1817'5 MILES EAST-NORTHEAST OF HUNTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1674 ***********************************************************************
 FG1674  DESIGNATION -  HUNTER
 FG1674  PID         -  FG1674
 FG1674  STATE/COUNTY-  AR/VAN BUREN
 FG1674  USGS QUAD   -  FAIRFIELD BAY (1981)
 FG1674
 FG1674                         *CURRENT SURVEY CONTROL
 FG1674  ___________________________________________________________________
 FG1674* NAD 83(1997)-  35 31 42.73565(N)    092 20 20.49056(W)     ADJUSTED  
 FG1674* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 FG1674  ___________________________________________________________________
 FG1674  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 FG1674  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FG1674
 FG1674  HORZ ORDER  -  THIRD
 FG1674
 FG1674.The horizontal coordinates were established by classical geodetic methods
 FG1674.and adjusted by the National Geodetic Survey in September 1999..
 FG1674
 FG1674.The orthometric height was scaled from a topographic map.
 FG1674
 FG1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1674
 FG1674.The geoid height was determined by GEOID03.
 FG1674
 FG1674;                    North         East     Units Scale Factor Converg.
 FG1674;SPC AR N     -   132,650.533   369,253.353   MT  0.99993641   -0 11 50.2
 FG1674;SPC AR N     -   435,204.29  1,211,458.71   sFT  0.99993641   -0 11 50.2
 FG1674;UTM  15      - 3,931,859.314   559,925.083   MT  0.99964425   +0 23 02.8
 FG1674
 FG1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1674!SPC AR N     -   0.99995538  x   0.99993641  =   0.99989179
 FG1674!UTM  15      -   0.99995538  x   0.99964425  =   0.99959964
 FG1674
 FG1674:                Primary Azimuth Mark                     Grid Az
 FG1674:SPC AR N     -  EDGEMONT RESET                           040 45 19.2
 FG1674:UTM  15      -  EDGEMONT RESET                           040 10 26.2
 FG1674
 FG1674|---------------------------------------------------------------------|
 FG1674| PID    Reference Object                     Distance      Geod. Az  |
 FG1674|                                                           dddmmss.s |
 FG1674| FG1668 EDGEMONT RESET                      APPROX.14.3 KM 0403329.0 |
 FG1674| CU7802 HUNTER RM 1                          19.539 METERS 05602     |
 FG1674| CU7803 HUNTER RM 2                          23.444 METERS 31454     |
 FG1674| CU7804 HUNTER AZ MK                                       3534019.2 |
 FG1674|---------------------------------------------------------------------|
 FG1674
 FG1674                          SUPERSEDED SURVEY CONTROL
 FG1674
 FG1674  NAD 83(1986)-  35 31 42.74952(N)    092 20 20.48645(W) AD(       ) 3
 FG1674  NAD 27      -  35 31 42.47000(N)    092 20 19.91800(W) AD(       ) 3
 FG1674
 FG1674.Superseded values are not recommended for survey control.
 FG1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1674.See file dsdata.txt to determine how the superseded data were derived.
 FG1674
 FG1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5992531859(NAD 83)
 FG1674_MARKER: DS = TRIANGULATION STATION DISK
 FG1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1674+STABILITY: SURFACE MOTION
 FG1674
 FG1674  HISTORY     - Date     Condition        Report By
 FG1674  HISTORY     - 1954     MONUMENTED       CGS
 FG1674
 FG1674                          STATION DESCRIPTION
 FG1674
 FG1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1674'THE STATION IS IN SECTION 1, T 10 N, R 13 W, ON A HIGH RIDGE
 FG1674'LOCALLY KNOWN AS HUNTER MOUNTAIN, ABOUT 4-1/4 MILES NORTH AND
 FG1674'1/2 MILE EAST OF MORGANTOWN, 4-1/4 MILES EAST AND 1/2 MILE
 FG1674'NORTH OF CHOCTAW, 1 MILE SOUTHWEST OF STEVENS POINT, 63 FEET
 FG1674'SOUTHWEST OF A WIRE FENCE, 57 FEET EAST OF A TRACK ROAD AND
 FG1674'5 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 FG1674'
 FG1674'TO REACH THE STATION FROM THE POST OFFICE IN BEE BRANCH,
 FG1674'GO NORTHERLY ON U.S. HIGHWAY 65 FOR 1.85 MILES TO A SIDE
 FG1674'ROAD ON THE RIGHT, (THIS IS 0.05 MILE SOUTH OF THE HILL TOP
 FG1674'SERVICE STATION AND STORE) TURN RIGHT AND GO EAST AND NORTHEAST
 FG1674'ON THE MAIN GRAVELED ROAD FOR 4.1 MILES TO A FARM HOME ON
 FG1674'THE LEFT AT THE END OF A POWER LINE, CONTINUE EASTERLY ON THE
 FG1674'GRAVELED ROAD FOR 0.85 MILE TO A SIDE ROAD ON THE LEFT, TURN
 FG1674'LEFT (NORTH) AND FOLLOW THE MAIN TRACK ROAD FOR 0.8 MILE TO
 FG1674'SOME FARM BUILDINGS, CONTINUE ON TRACK ROAD WHICH PASSES TO
 FG1674'WEST EDGE OF OLD FARM HOUSE AND GO NORTHEASTERLY FOR 0.35
 FG1674'MILE TO A FENCE LINE, CONTINUE FOR 0.35 MILE TO A FORK,
 FG1674'CONTINUE ON THE LEFT ROAD FOR 0.55 MILE TO FENCE LINE AND
 FG1674'THE STATION ON THE RIGHT AS DESCRIBED.
 FG1674'
 FG1674'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 FG1674'ON TRACK ROAD FOR 0.2 MILE TO WHERE THE TRACK ROAD TURNS
 FG1674'TO THE LEFT (WEST) TURN LEFT AND GO FOR 0.05 MILE TO THE
 FG1674'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FG1674'
 FG1674'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 FG1674'HUNTER 1954.
 FG1674'
 FG1674'REFERENCE MARK 1 IS 18 FEET SOUTHWEST OF THE WIRE FENCE.
 FG1674'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED HUNTER NO
 FG1674'1 1954.
 FG1674'
 FG1674'REFERENCE MARK 2 IS 35 FEET SOUTHWEST OF A WIRE FENCE AND 12
 FG1674'FEET NORTHWEST OF A TRACK ROAD.  THE MARK PROJECTS 4 INCHES
 FG1674'AND THE DISK IS STAMPED HUNTER NO 2 1954.
 FG1674'
 FG1674'THE AZIMUTH MARK IS 12 FEET SOUTHWEST OF THE CENTER OF A TRACK
 FG1674'ROAD AND 3 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 FG1674'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED HUNTER 1954.
 FG1674'
 FG1674'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 FG1674'POSTS.
 FG1674'
 FG1674'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2866 ***********************************************************************
 EH2866  DESIGNATION -  HUNTING RESET
 EH2866  PID         -  EH2866
 EH2866  STATE/COUNTY-  AR/LEE
 EH2866  USGS QUAD   -  LA GRANGE (1982)
 EH2866
 EH2866                         *CURRENT SURVEY CONTROL
 EH2866  ___________________________________________________________________
 EH2866* NAD 83(1997)-  34 39 27.03124(N)    090 41 34.63818(W)     ADJUSTED  
 EH2866* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 EH2866  ___________________________________________________________________
 EH2866  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EH2866  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2866
 EH2866  HORZ ORDER  -  FIRST
 EH2866
 EH2866.The horizontal coordinates were established by classical geodetic methods
 EH2866.and adjusted by the National Geodetic Survey in September 1999..
 EH2866
 EH2866.The orthometric height was scaled from a topographic map.
 EH2866
 EH2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2866
 EH2866.The geoid height was determined by GEOID03.
 EH2866
 EH2866;                    North         East     Units Scale Factor Converg.
 EH2866;SPC AR S     -   621,579.396   519,806.812   MT  0.99997748   +0 43 53.5
 EH2866;SPC AR S     - 2,039,298.40  1,705,399.52   sFT  0.99997748   +0 43 53.5
 EH2866;SPC MS W     -   571,938.748   667,036.161   MT  0.99996339   -0 12 16.2
 EH2866;SPC MS W     - 1,876,435.71  2,188,434.47   sFT  0.99996339   -0 12 16.2
 EH2866;UTM  15      - 3,837,484.400   711,415.425   MT  1.00015094   +1 18 44.8
 EH2866
 EH2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2866!SPC AR S     -   0.99998556  x   0.99997748  =   0.99996304
 EH2866!SPC MS W     -   0.99998556  x   0.99996339  =   0.99994895
 EH2866!UTM  15      -   0.99998556  x   1.00015094  =   1.00013649
 EH2866
 EH2866|---------------------------------------------------------------------|
 EH2866| PID    Reference Object                     Distance      Geod. Az  |
 EH2866|                                                           dddmmss.s |
 EH2866| CY6281 HUNTING RM 1                         33.220 METERS 09550     |
 EH2866| CY6280 HUNTING AZ MK                                      2551158.0 |
 EH2866| AH9977 HUNTING RM 2                         26.319 METERS 35327     |
 EH2866|---------------------------------------------------------------------|
 EH2866
 EH2866                          SUPERSEDED SURVEY CONTROL
 EH2866
 EH2866  NAD 83(1997)-  34 39 27.03269(N)    090 41 34.63747(W) AD(       ) 1
 EH2866  NAD 83(1997)-  34 39 27.03335(N)    090 41 34.63661(W) AD(       ) 1
 EH2866  NAD 83(1986)-  34 39 27.03876(N)    090 41 34.63639(W) AD(       ) 1
 EH2866  NAD 27      -  34 39 26.67970(N)    090 41 34.24030(W) AD(       ) 1
 EH2866
 EH2866.Superseded values are not recommended for survey control.
 EH2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2866.See file dsdata.txt to determine how the superseded data were derived.
 EH2866
 EH2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1141537484(NAD 83)
 EH2866_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2866_STAMPING: HUNTING 1953 1983
 EH2866_MARK LOGO: NGS   
 EH2866_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH2866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2866+STABILITY: SURFACE MOTION
 EH2866
 EH2866  HISTORY     - Date     Condition        Report By
 EH2866  HISTORY     - 1983     MONUMENTED       NGS
 EH2866
 EH2866                          STATION DESCRIPTION
 EH2866
 EH2866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (DDR)
 EH2866'THE STATION SURFACE AND UNDERGROUND MARKS WERE DESTROYED BY ROAD
 EH2866'CONSTRUCTION.  REFERENCE MARK NO 1 WAS RECOVERED IN POOR CONDITION
 EH2866'WITH THE MONUMENT CHIPPED AND DISK BATTERED, REFERENCE MARK NO 2 WAS
 EH2866'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 EH2866'NOT FOUND AND WOULD NOT BE VISIBLE FROM THE STATION AT THIS TIME.  A
 EH2866'NEW STATION SURFACE AND UNDERGROUND MARKS WERE ESTABLISHED IN THE
 EH2866'ORIGINAL POSITION AND A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT
 EH2866'THIS DATE.  THE DISK FROM REFERENCE MARK NO 1 AND THE OLD STATION WERE
 EH2866'RECLAIMED.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 8
 EH2866'MI (12.87 KM) SOUTHEAST OF MARIANNA, 3 MI (4.83 KM) EAST OF LA GRANGE,
 EH2866'ON PROPERTY OF US FORESTRY SERVICE.  THE STATION MARK IS A STANDARD
 EH2866'NGS DISK, STAMPED-HUNTING 1953 1983-, SET IN THE TOP OF A ROUND
 EH2866'CONCRETE POST, 6 INCHES BELOW THE GROUND.  IT IS AT THE SOUTH EDGE OF
 EH2866'GRAVEL ROAD, 32.00 M (104.99 FT) SOUTHEAST OF THE WEST IRON GATE POST
 EH2866'ON ROAD NO 1906A, 19.66 M (64.50 FT) WEST OF A 16 INCH OAK TREE AT
 EH2866'SOUTH EDGE OF ROAD, 11.73 M (38.48 FT) NORTH OF A 14 INCH OAK TREE AT
 EH2866'EDGE OF WOODS, 5.18 M (16.99 FT) SOUTH OF THE CENTER OF MAIN GRAVEL
 EH2866'ROAD AND 0.76 M (2.49 FT) NORTH OF A FIBERGLASS WITNESS POST.
 EH2866'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED-HUNTING NO 2 1953-,
 EH2866'SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 6 INCHES.  IT IS
 EH2866'IN WOODS, 21.34 M (70.01 FT) NORTH OF THE CENTER OF MAIN GRAVEL ROAD,
 EH2866'10.06 M (33.01 FT) EAST OF THE CENTER OF ROAD NO 1906A, 9.75 M (31.99
 EH2866'FT) NORTHEAST OF THE EAST IRON GATE POST OF ROAD 1906A AND 0.30 M
 EH2866'(0.98 FT) SOUTH SOUTHEAST OF A FIBERGLASS WITNESS POST. REFERENCE MARK
 EH2866'NO 3 IS A STANDARD NGS DISK, STAMPED-HUNTING 1953 NO 3 1983-, SET IN
 EH2866'THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS AT THE
 EH2866'EDGE OF WOODS, 12.34 M (40.49 FT) WEST OF A 16 INCH OAK TREE AT THE
 EH2866'NORTH EDGE OF ROAD, 8.23 M (27.00 FT) NORTH OF THE CENTER OF MAIN
 EH2866'GRAVEL ROAD, 5.79 M (19.00 FT) SOUTH SOUTHWEST OF A DOUBLE TRUNKED OAK
 EH2866'TREE AND 0.30 M (0.98 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0856 ***********************************************************************
 GF0856  DESIGNATION -  HUNTSVILLE
 GF0856  PID         -  GF0856
 GF0856  STATE/COUNTY-  AR/MADISON
 GF0856  USGS QUAD   -  HUNTSVILLE (1973)
 GF0856
 GF0856                         *CURRENT SURVEY CONTROL
 GF0856  ___________________________________________________________________
 GF0856* NAD 83(1997)-  36 04 48.29202(N)    093 43 20.19563(W)     ADJUSTED  
 GF0856* NAVD 88     -       526.7    (meters)    1728.     (feet)  VERTCON   
 GF0856  ___________________________________________________________________
 GF0856  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GF0856  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GF0856
 GF0856  HORZ ORDER  -  FIRST
 GF0856
 GF0856.The horizontal coordinates were established by classical geodetic methods
 GF0856.and adjusted by the National Geodetic Survey in September 1999..
 GF0856
 GF0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0856
 GF0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0856
 GF0856.The geoid height was determined by GEOID03.
 GF0856
 GF0856;                    North         East     Units Scale Factor Converg.
 GF0856;SPC AR N     -   195,147.734   244,882.396   MT  0.99997329   -1 00 07.9
 GF0856;SPC AR N     -   640,247.19    803,418.33   sFT  0.99997329   -1 00 07.9
 GF0856;UTM  15      - 3,993,072.082   434,968.276   MT  0.99965211   -0 25 31.3
 GF0856
 GF0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0856!SPC AR N     -   0.99992172  x   0.99997329  =   0.99989501
 GF0856!UTM  15      -   0.99992172  x   0.99965211  =   0.99957385
 GF0856
 GF0856|---------------------------------------------------------------------|
 GF0856| PID    Reference Object                     Distance      Geod. Az  |
 GF0856|                                                           dddmmss.s |
 GF0856| CI1708 HUNTSVILLE RM 1                      24.453 METERS 08756     |
 GF0856| GF0858 HUNTSVILLE MUN STANDPIPE            APPROX. 2.1 KM 2875249.4 |
 GF0856| CI1707 HUNTSVILLE AZ MK                                   2920742.9 |
 GF0856| CI1709 HUNTSVILLE RM 2                      33.239 METERS 31328     |
 GF0856| GF0857 HUNTSVILLE ST POLICE MAST            35.625 METERS 32251     |
 GF0856|---------------------------------------------------------------------|
 GF0856
 GF0856                          SUPERSEDED SURVEY CONTROL
 GF0856
 GF0856  NAD 83(1997)-  36 04 48.30345(N)    093 43 20.19608(W) AD(       ) 1
 GF0856  NAD 83(1986)-  36 04 48.30332(N)    093 43 20.19754(W) AD(       ) 1
 GF0856  NAD 27      -  36 04 48.03203(N)    093 43 19.50519(W) AD(       ) 1
 GF0856  NGVD 29 (07/19/86)  526.6    (m)         1728.     (f) VERT ANG       
 GF0856
 GF0856.Superseded values are not recommended for survey control.
 GF0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0856.See file dsdata.txt to determine how the superseded data were derived.
 GF0856
 GF0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3496893072(NAD 83)
 GF0856_MARKER: DS = TRIANGULATION STATION DISK
 GF0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0856_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0856
 GF0856  HISTORY     - Date     Condition        Report By
 GF0856  HISTORY     - 1971     MONUMENTED       NGS
 GF0856  HISTORY     - 1987     GOOD             USPSQD
 GF0856  HISTORY     - 1988     GOOD             USPSQD
 GF0856
 GF0856                          STATION DESCRIPTION
 GF0856
 GF0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0856'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF HUNTSVILLE, JUST
 GF0856'NORTH OF THE FAIR GROUNDS ON RIGHT-OF-WAY ROAD PROPERTY, IN THE
 GF0856'SOUTHWEST 1/4 OF SECTION 3, R 26 W, T 16 N AND ON STATE ROAD
 GF0856'PROPERTY.
 GF0856'
 GF0856'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 GF0856'HUNTSVILLE, GO SOUTH ON STATE HIGHWAY 23 FOR 0.6 MILE TO CROSSBOW
 GF0856'ROAD ON LEFT.  TURN LEFT AND FOLLOW CROSSBOW ROAD FOR 0.7 MILE TO
 GF0856'THE ENTRANCE GATE TO THE FAIR GROUNDS ON RIGHT AND STATION AS
 GF0856'DESCRIBED.
 GF0856'
 GF0856'STATION MARKS ARE STANDARD DISKS STAMPED HUNTSVILLE 1971.  THE
 GF0856'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 GF0856'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 35.5
 GF0856'FEET SOUTH OF THE CENTER OF CROSSBOW ROAD, 54 FEET WEST OF THE
 GF0856'CENTER OF A GATE TO THE FAIR GROUNDS, 5.5 FEET NORTH OF A FENCE
 GF0856'AND 5 FEET NORTH OF THE METAL WITNESS POST.  THE UNDERGROUND DISK IS
 GF0856'SET IN AN IRREGULAR MASS OF CONCRETE 34-INCHES BELOW THE GROUND
 GF0856'SURFACE.
 GF0856'
 GF0856'REFERENCE MARK 1, A STANDARD DISK STAMPED HUNTSVILLE NO 1 1971, IS
 GF0856'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GF0856'SET FLUSH WITH THE GROUND SURFACE.  IT IS 90 FEET SOUTH OF THE
 GF0856'CENTER OF THE CURVE IN CROSSBOW ROAD, 109.5 FEET SOUTHEAST OF THE
 GF0856'SOUTHEAST CORNER OF THE FENCE AROUND THE MAST, 26.5 FEET EAST OF
 GF0856'THE CENTER OF THE GATE, 3 FEET NORTHWEST OF THE FENCE CORNER AND
 GF0856'IS 1 FOOT HIGHER IN ELEVATION THAN THE STATION MARK.
 GF0856'
 GF0856'REFERENCE MARK 2, A STANDARD DISK STAMPED HUNTSVILLE NO 2 1971, IS
 GF0856'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 2 FOOT BOULDER THAT
 GF0856'PROJECTS 5-INCHES ABOVE THE GROUND SURFACE.  IT IS 59.5 FEET NORTH
 GF0856'OF THE CENTER OF CROSSBOW ROAD, 10.5 FEET EAST OF THE SOUTHWEST
 GF0856'CORNER OF FENCE AROUND THE MAST, 2 FEET SOUTH OF THE FENCE AND IS
 GF0856'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 GF0856'
 GF0856'AZIMUTH MARK, A STANDARD DISK STAMPED HUNTSVILLE 1971, IS CEMENTED
 GF0856'IN A DRILL HOLE IN THE NORTH EDGE OF A CONCRETE DRIVEWAY AT A CONOCO
 GF0856'SERVICE STATION AT THE JUNCTION OF STATE HIGHWAYS 68 AND 74 IN
 GF0856'HUNTSVILLE.  IT IS 90.5 FEET NORTHWEST OF THE CENTER LINE OF STATE
 GF0856'HIGHWAY 74, 64.5 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 GF0856'HIGHWAY 68, 32.0 FEET SOUTH OF THE CENTER LINE OF SCHOOL STREET,
 GF0856'17.5 FEET EAST OF THE NORTHEAST CORNER OF THE SERVICE STATION AND
 GF0856'1.0 FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE DRIVEWAY.
 GF0856'
 GF0856'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 GF0856
 GF0856                          STATION RECOVERY (1987)
 GF0856
 GF0856'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0856'RECOVERED IN GOOD CONDITION.
 GF0856
 GF0856                          STATION RECOVERY (1988)
 GF0856
 GF0856'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0858 ***********************************************************************
 GF0858  DESIGNATION -  HUNTSVILLE MUN STANDPIPE
 GF0858  PID         -  GF0858
 GF0858  STATE/COUNTY-  AR/MADISON
 GF0858  USGS QUAD   -  HUNTSVILLE (1973)
 GF0858
 GF0858                         *CURRENT SURVEY CONTROL
 GF0858  ___________________________________________________________________
 GF0858* NAD 83(1997)-  36 05 09.56568(N)    093 44 41.46471(W)     ADJUSTED  
 GF0858* NAVD 88     -                                                        
 GF0858  ___________________________________________________________________
 GF0858  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GF0858  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GF0858
 GF0858  HORZ ORDER  -  THIRD
 GF0858
 GF0858.The horizontal coordinates were established by classical geodetic methods
 GF0858.and adjusted by the National Geodetic Survey in September 1999..
 GF0858
 GF0858
 GF0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0858
 GF0858.The geoid height was determined by GEOID03.
 GF0858
 GF0858;                    North         East     Units Scale Factor Converg.
 GF0858;SPC AR N     -   195,839.115   242,861.021   MT  0.99997419   -1 00 55.2
 GF0858;SPC AR N     -   642,515.50    796,786.53   sFT  0.99997419   -1 00 55.2
 GF0858;UTM  15      - 3,993,742.868   432,940.694   MT  0.99965541   -0 26 19.4
 GF0858
 GF0858                          SUPERSEDED SURVEY CONTROL
 GF0858
 GF0858  NAD 83(1997)-  36 05 09.57713(N)    093 44 41.46509(W) AD(       ) 4
 GF0858  NAD 83(1986)-  36 05 09.57705(N)    093 44 41.46609(W) AD(       ) 4
 GF0858  NAD 27      -  36 05 09.30727(N)    093 44 40.77429(W) AD(       ) 3
 GF0858
 GF0858.Superseded values are not recommended for survey control.
 GF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0858.See file dsdata.txt to determine how the superseded data were derived.
 GF0858
 GF0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3294193743(NAD 83)
 GF0858_MARKER: 52 = STANDPIPE TANK
 GF0858
 GF0858  HISTORY     - Date     Condition        Report By
 GF0858  HISTORY     - 1971     FIRST OBSERVED   NGS
 GF0858  HISTORY     - 1988     GOOD             USPSQD
 GF0858
 GF0858                          STATION DESCRIPTION
 GF0858
 GF0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0858'THE STATION, HUNTSVILLE MUNICIPAL STANDPIPE, IS THE CENTER OF THE
 GF0858'TOP OF THE CAP ATOP A 70 FOOT TALL STANDPIPE THAT IS OWNED BY THE
 GF0858'CITY OF HUNTSVILLE WATER DEPARTMENT.
 GF0858'
 GF0858'THE STATION IS LOCATED IN THE WEST EDGE OF HUNTSVILLE IN THE
 GF0858'SOUTHWEST 1/4 OF SECTION 34, T. 16 N., R. 26 W.
 GF0858'
 GF0858'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 74 AND 68
 GF0858'IN THE WEST EDGE OF HUNTSVILLE, GO NORTHWEST ON HIGHWAY 68 FOR ABOUT
 GF0858'100 FEET, THENCE LEFT, WESTERLY UP A STEEP PAVED SCHOOL DRIVEWAY
 GF0858'FOR 0.35 MILE TO THE TOP OF THE HILL AND THE STATION JUST WEST OF
 GF0858'THE MOST WESTERLY SCHOOL BUILDING.
 GF0858
 GF0858                          STATION RECOVERY (1988)
 GF0858
 GF0858'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0857 ***********************************************************************
 GF0857  DESIGNATION -  HUNTSVILLE ST POLICE MAST
 GF0857  PID         -  GF0857
 GF0857  STATE/COUNTY-  AR/MADISON
 GF0857  USGS QUAD   -  HUNTSVILLE (1973)
 GF0857
 GF0857                         *CURRENT SURVEY CONTROL
 GF0857  ___________________________________________________________________
 GF0857* NAD 83(1997)-  36 04 49.21333(N)    093 43 21.05544(W)     ADJUSTED  
 GF0857* NAVD 88     -                                                        
 GF0857  ___________________________________________________________________
 GF0857  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GF0857  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GF0857
 GF0857  HORZ ORDER  -  THIRD
 GF0857
 GF0857.The horizontal coordinates were established by classical geodetic methods
 GF0857.and adjusted by the National Geodetic Survey in September 1999..
 GF0857
 GF0857
 GF0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0857
 GF0857.The geoid height was determined by GEOID03.
 GF0857
 GF0857;                    North         East     Units Scale Factor Converg.
 GF0857;SPC AR N     -   195,176.502   244,861.384   MT  0.99997333   -1 00 08.4
 GF0857;SPC AR N     -   640,341.57    803,349.39   sFT  0.99997333   -1 00 08.4
 GF0857;UTM  15      - 3,993,100.628   434,946.982   MT  0.99965214   -0 25 31.9
 GF0857
 GF0857                          SUPERSEDED SURVEY CONTROL
 GF0857
 GF0857  NAD 83(1997)-  36 04 49.22476(N)    093 43 21.05590(W) AD(       ) 4
 GF0857  NAD 83(1986)-  36 04 49.22482(N)    093 43 21.05708(W) AD(       ) 4
 GF0857  NAD 27      -  36 04 48.95338(N)    093 43 20.36504(W) AD(       ) 3
 GF0857
 GF0857.Superseded values are not recommended for survey control.
 GF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0857.See file dsdata.txt to determine how the superseded data were derived.
 GF0857
 GF0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3494793101(NAD 83)
 GF0857
 GF0857  HISTORY     - Date     Condition        Report By
 GF0857  HISTORY     - 1971     FIRST OBSERVED   NGS
 GF0857  HISTORY     - 1988     GOOD             USPSQD
 GF0857
 GF0857                          STATION DESCRIPTION
 GF0857
 GF0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0857'THE STATION, HUNTSVILLE RELAY MAST KDE 700, IS THE CENTER OF THE BASE
 GF0857'OF A 300 FOOT TALL, TRIANGULAR STEEL, GUYED MAST THAT IS OWNED BY
 GF0857'THE ARKANSAS STATE POLICE AND ALSO USED BY THE CIVAL DEFENSE.
 GF0857'
 GF0857'THE STATION IS ABOUT 3/4 MILE SOUTHEAST OF HUNTSVILLE AND IN THE
 GF0857'SOUTHWEST 1/4 OF SECTION 3, T. 16 N., R. 26 W.
 GF0857'
 GF0857'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 GF0857'HUNTSVILLE, GO SOUTH ON STATE HIGHWAY 23 FOR 0.65 MILE TO A PAVED
 GF0857'ROAD ON THE LEFT, CROSSBOW ROAD.  TURN LEFT AND GO EASTERLY,
 GF0857'UPHILL, FOR 0.65 MILE TO THE TOP OF A HILL, FAIR GROUNDS ON THE
 GF0857'RIGHT AND THE STATION ON THE LEFT.
 GF0857'
 GF0857'THE DISTANCE WAS MEASURED FROM TRIANGULATION STATION HUNTSVILLE, THE
 GF0857'DISTANCE BEING 116.9 FEET OR (35.63 METERS) NORTH-NORTHWEST OF
 GF0857'STATION HUNTSVILLE.
 GF0857
 GF0857                          STATION RECOVERY (1988)
 GF0857
 GF0857'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0929 ***********************************************************************
 FH0929  DESIGNATION -  HUTCH
 FH0929  PID         -  FH0929
 FH0929  STATE/COUNTY-  AR/WASHINGTON
 FH0929  USGS QUAD   -  SULPHUR CITY (1980)
 FH0929
 FH0929                         *CURRENT SURVEY CONTROL
 FH0929  ___________________________________________________________________
 FH0929* NAD 83(1997)-  35 54 31.31682(N)    094 06 01.43818(W)     ADJUSTED  
 FH0929* NAVD 88     -       673.2    (meters)    2209.     (feet)  VERTCON   
 FH0929  ___________________________________________________________________
 FH0929  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FH0929  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FH0929
 FH0929  HORZ ORDER  -  FIRST
 FH0929
 FH0929.The horizontal coordinates were established by classical geodetic methods
 FH0929.and adjusted by the National Geodetic Survey in September 1999..
 FH0929
 FH0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0929
 FH0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0929
 FH0929.The geoid height was determined by GEOID03.
 FH0929
 FH0929;                    North         East     Units Scale Factor Converg.
 FH0929;SPC AR N     -   176,797.499   210,425.680   MT  0.99995192   -1 13 20.0
 FH0929;SPC AR N     -   580,043.13    690,371.59   sFT  0.99995192   -1 13 20.0
 FH0929;UTM  15      - 3,974,381.183   400,707.497   MT  0.99972148   -0 38 43.6
 FH0929
 FH0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0929!SPC AR N     -   0.99989874  x   0.99995192  =   0.99985067
 FH0929!UTM  15      -   0.99989874  x   0.99972148  =   0.99962025
 FH0929
 FH0929:                Primary Azimuth Mark                     Grid Az
 FH0929:SPC AR N     -  FAYETTEVILLE TV STA KGTO MAST            008 09 51.8
 FH0929:UTM  15      -  FAYETTEVILLE TV STA KGTO MAST            007 35 15.4
 FH0929
 FH0929|---------------------------------------------------------------------|
 FH0929| PID    Reference Object                     Distance      Geod. Az  |
 FH0929|                                                           dddmmss.s |
 FH0929| GG0623 FAYETTEVILLE TV STA KGTO MAST       APPROX.12.1 KM 0065631.8 |
 FH0929| CI1713 HUTCH RM 1                           17.837 METERS 07539     |
 FH0929| FG1935 DURHAM ATT MICROWAVE                APPROX. 9.8 KM 0930736.4 |
 FH0929| FG1934 NELSON                              APPROX. 9.9 KM 0940839.9 |
 FH0929| CI1714 HUTCH RM 2                           18.707 METERS 15103     |
 FH0929| GG0648 FAYETTEVILLE ST FISH GAME MAST      APPROX.16.2 KM 3182037.6 |
 FH0929| GG0647 FAYETTEVILLE RAD STA KNWA MAST      APPROX.16.4 KM 3193133.5 |
 FH0929|---------------------------------------------------------------------|
 FH0929
 FH0929                          SUPERSEDED SURVEY CONTROL
 FH0929
 FH0929  NAD 83(1997)-  35 54 31.32763(N)    094 06 01.43802(W) AD(       ) 1
 FH0929  NAD 83(1986)-  35 54 31.32605(N)    094 06 01.43646(W) AD(       ) 1
 FH0929  NAD 27      -  35 54 31.03641(N)    094 06 00.70780(W) AD(       ) 1
 FH0929  NGVD 29 (07/19/86)  673.0    (m)         2208.     (f) VERT ANG       
 FH0929
 FH0929.Superseded values are not recommended for survey control.
 FH0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0929.See file dsdata.txt to determine how the superseded data were derived.
 FH0929
 FH0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0070774381(NAD 83)
 FH0929_MARKER: DS = TRIANGULATION STATION DISK
 FH0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FH0929
 FH0929  HISTORY     - Date     Condition        Report By
 FH0929  HISTORY     - 1971     MONUMENTED       NGS
 FH0929  HISTORY     - 1990     GOOD             USPSQD
 FH0929
 FH0929                          STATION DESCRIPTION
 FH0929
 FH0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0929'THE STATION IS ABOUT 9-1/2 MILES SOUTH AND 3 MILES EAST OF
 FH0929'FAYETTEVILLE, 7 MILES NORTH AND 2 MILES EAST OF WINSLOW, 3 MILES
 FH0929'NORTH OF THE VILLAGE OF BRENTWOOD, IN THE NORTHEAST 1/4 OF SECTION 7,
 FH0929'T. 14 N., R. 29 W., ON A TREE COVERED HILL AND ON PROPERTY OF MR.
 FH0929'HUTCHINSON.  NOTE--, THE STATION IS NOT ON THE HIGHEST PART
 FH0929'OF THE HILL, THERE IS HIGHER GROUND TO THE WEST-NORTHWEST OF THE
 FH0929'STATION.
 FH0929'
 FH0929'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 FH0929'HIGHWAY 74 IN THE NORTH EDGE OF WINSLOW, GO NORTHERLY ON U. S.
 FH0929'HIGHWAY 71 FOR 4.2 MILES TO THE VILLAGE OF BRENTWOOD.  CONTINUE
 FH0929'NORTHWEST ON U. S. HIGHWAY 71 FOR 0.7 MILE TO A REST AREA ON THE
 FH0929'LEFT.  CONTINUE NORTHWESTERLY ON U. S. HIGHWAY 71 FOR 0.55 MILE TO
 FH0929'A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 FH0929'GRAVELED ROAD FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 FH0929'CONTINUE NORTHERLY ON GRAVELED ROAD FOR 1.05 MILES TO A SIDE
 FH0929'ROAD RIGHT.  CONTINUE NORTH AND NORTHEAST ON GRAVELED ROAD FOR 0.15
 FH0929'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHERLY FOR
 FH0929'0.85 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHERLY
 FH0929'FOR 0.65 MILE TO A SIDE ROAD RIGHT.  CONTINUE NORTHERLY FOR
 FH0929'0.15 MILE TO A SIDE ROAD LEFT.  BEAR RIGHT AND GO NORTHEAST FOR
 FH0929'0.05 MILE TO A FARM DRIVEWAY ON THE LEFT.  TURN LEFT ON DRIVEWAY
 FH0929'FOR ABOUT 30 FEET, THEN LEFT UPHILL, PASSING TO THE LEFT OF A WELL
 FH0929'AND PUMPHOUSE ON TRACK ROAD, GOING NORTHWEST AND NORTH FOR 0.2 MILE
 FH0929'TO A SMALL POND.  PASS TO THE LEFT OF THE POND AND GO NORTHWEST
 FH0929'ON TRACK ROAD FOR 0.1 MILE TO THE END OF THE ROAD AND STATION.
 FH0929'
 FH0929'STATION MARKS ARE STANDARD DISKS, STAMPED HUTCH 1971, THE SURFACE
 FH0929'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 FH0929'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 24.5 FEET NORTH
 FH0929'OF AN 18-INCH OAK TREE WITH A TRIANGLE BLAZE AND 4.5 FEET WEST
 FH0929'OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 FH0929'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 FH0929'
 FH0929'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUTCH NO 1 1971, SET IN
 FH0929'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 FH0929'INCHES ABOVE THE GROUND.  IT IS 54.5 FEET EAST OF THE WITNESS POST
 FH0929'AND ABOUT 6 FEET LOWER THAN THE STATION.
 FH0929'
 FH0929'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUTCH NO 2 1971, SET IN
 FH0929'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 FH0929'INCHES ABOVE THE GROUND.  IT IS 6.0 FEET SOUTHWEST OF THE CENTER OF
 FH0929'A TRACK ROAD, 1.5 FEET NORTHWEST OF A WITNESS POST AND ABOUT 6 FEET
 FH0929'LOWER THAN THE STATION.
 FH0929'
 FH0929'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FH0929'
 FH0929'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 FH0929
 FH0929                          STATION RECOVERY (1990)
 FH0929
 FH0929'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 FH0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1320 ***********************************************************************
 DL1320  DESIGNATION -  HUTTIG FROST INDUSTRIES INC TK
 DL1320  PID         -  DL1320
 DL1320  STATE/COUNTY-  AR/UNION
 DL1320  USGS QUAD   -  HUTTIG (1981)
 DL1320
 DL1320                         *CURRENT SURVEY CONTROL
 DL1320  ___________________________________________________________________
 DL1320* NAD 83(1997)-  33 02 28.67252(N)    092 10 52.22218(W)     ADJUSTED  
 DL1320* NAVD 88     -                                                        
 DL1320  ___________________________________________________________________
 DL1320  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DL1320  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL1320
 DL1320  HORZ ORDER  -  THIRD
 DL1320
 DL1320.The horizontal coordinates were established by classical geodetic methods
 DL1320.and adjusted by the National Geodetic Survey in September 1999..
 DL1320
 DL1320
 DL1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1320
 DL1320.The geoid height was determined by GEOID03.
 DL1320
 DL1320;                    North         East     Units Scale Factor Converg.
 DL1320;SPC AR S     -   441,567.703   383,075.577   MT  1.00006741   -0 06 05.0
 DL1320;SPC AR S     - 1,448,710.04  1,256,807.12   sFT  1.00006741   -0 06 05.0
 DL1320;SPC LA N     -   281,830.110 1,029,784.677   MT  1.00010691   +0 10 06.8
 DL1320;SPC LA N     -   924,637.62  3,378,551.89   sFT  1.00010691   +0 10 06.8
 DL1320;UTM  15      - 3,656,163.146   576,456.831   MT  0.99967207   +0 26 47.3
 DL1320
 DL1320                          SUPERSEDED SURVEY CONTROL
 DL1320
 DL1320  NAD 83(1986)-  33 02 28.68530(N)    092 10 52.21412(W) AD(       ) 4
 DL1320  NAD 27      -  33 02 28.22700(N)    092 10 51.73200(W) AD(       ) 3
 DL1320
 DL1320.Superseded values are not recommended for survey control.
 DL1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1320.See file dsdata.txt to determine how the superseded data were derived.
 DL1320
 DL1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7645756163(NAD 83)
 DL1320_MARKER: 53 = ELEVATED TANK
 DL1320
 DL1320  HISTORY     - Date     Condition        Report By
 DL1320  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1320
 DL1320                          STATION DESCRIPTION
 DL1320
 DL1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1320'THE STATION IS IN THE TOWN OF HUTTIG, ON THE GROUNDS OF THE
 DL1320'FROST INDUSTRIES INC.  IT IS AN ELEVATED WATER TANK SUPPORTED BY
 DL1320'FOUR STEEL LEGS ABOUT 120 FEET HIGH.  THE ENTIRE STRUCTURE IS
 DL1320'PAINTED SILVER.  THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1319 ***********************************************************************
 DL1319  DESIGNATION -  HUTTIG LOOKOUT TOWER 8 2 AFC
 DL1319  PID         -  DL1319
 DL1319  STATE/COUNTY-  AR/UNION
 DL1319  USGS QUAD   -  HUTTIG (1981)
 DL1319
 DL1319                         *CURRENT SURVEY CONTROL
 DL1319  ___________________________________________________________________
 DL1319* NAD 83(1997)-  33 04 08.08748(N)    092 13 31.17716(W)     ADJUSTED  
 DL1319* NAVD 88     -                                                        
 DL1319  ___________________________________________________________________
 DL1319  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DL1319  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL1319
 DL1319  HORZ ORDER  -  THIRD
 DL1319
 DL1319.The horizontal coordinates were established by classical geodetic methods
 DL1319.and adjusted by the National Geodetic Survey in September 1999..
 DL1319
 DL1319
 DL1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1319
 DL1319.The geoid height was determined by GEOID03.
 DL1319
 DL1319;                    North         East     Units Scale Factor Converg.
 DL1319;SPC AR S     -   444,638.762   378,957.624   MT  1.00005926   -0 07 34.0
 DL1319;SPC AR S     - 1,458,785.67  1,243,296.80   sFT  1.00005926   -0 07 34.0
 DL1319;SPC LA N     -   284,881.831 1,025,652.063   MT  1.00011650   +0 08 42.8
 DL1319;SPC LA N     -   934,649.81  3,364,993.48   sFT  1.00011650   +0 08 42.8
 DL1319;UTM  15      - 3,659,193.456   572,311.313   MT  0.99966447   +0 25 21.8
 DL1319
 DL1319                          SUPERSEDED SURVEY CONTROL
 DL1319
 DL1319  NAD 83(1986)-  33 04 08.10033(N)    092 13 31.16932(W) AD(       ) 4
 DL1319  NAD 27      -  33 04 07.63900(N)    092 13 30.67700(W) AD(       ) 3
 DL1319
 DL1319.Superseded values are not recommended for survey control.
 DL1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1319.See file dsdata.txt to determine how the superseded data were derived.
 DL1319
 DL1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7231159193(NAD 83)
 DL1319_MARKER: 57 = LOOKOUT TOWER
 DL1319
 DL1319  HISTORY     - Date     Condition        Report By
 DL1319  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1319
 DL1319                          STATION DESCRIPTION
 DL1319
 DL1319'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1328 ***********************************************************************
 EH1328  DESIGNATION -  HYDEN
 EH1328  PID         -  EH1328
 EH1328  STATE/COUNTY-  AR/ARKANSAS
 EH1328  USGS QUAD   -  TICHNOR (1972)
 EH1328
 EH1328                         *CURRENT SURVEY CONTROL
 EH1328  ___________________________________________________________________
 EH1328* NAD 83(1997)-  34 11 48.70465(N)    091 21 33.54923(W)     ADJUSTED  
 EH1328* NAVD 88     -        58.100  (meters)     190.62   (feet)  ADJUSTED  
 EH1328  ___________________________________________________________________
 EH1328  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 EH1328  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EH1328  DYNAMIC HT  -          58.044 (meters)     190.43  (feet)  COMP
 EH1328  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 EH1328
 EH1328  HORZ ORDER  -  SECOND
 EH1328  VERT ORDER  -  FIRST     CLASS II
 EH1328
 EH1328.The horizontal coordinates were established by classical geodetic methods
 EH1328.and adjusted by the National Geodetic Survey in September 1999..
 EH1328
 EH1328.The orthometric height was determined by differential leveling
 EH1328.and adjusted by the National Geodetic Survey in August 1993..
 EH1328
 EH1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1328
 EH1328.The geoid height was determined by GEOID03.
 EH1328
 EH1328.The dynamic height is computed by dividing the NAVD 88
 EH1328.geopotential number by the normal gravity value computed on the
 EH1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1328.degrees latitude (g = 980.6199 gals.).
 EH1328
 EH1328.The modeled gravity was interpolated from observed gravity values.
 EH1328
 EH1328;                    North         East     Units Scale Factor Converg.
 EH1328;SPC AR S     -   569,902.605   459,047.302   MT  0.99992247   +0 21 30.9
 EH1328;SPC AR S     - 1,869,755.46  1,506,057.69   sFT  0.99992247   +0 21 30.9
 EH1328;UTM  15      - 3,785,200.718   651,170.569   MT  0.99988170   +0 55 20.3
 EH1328
 EH1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1328!SPC AR S     -   0.99999502  x   0.99992247  =   0.99991749
 EH1328!UTM  15      -   0.99999502  x   0.99988170  =   0.99987672
 EH1328
 EH1328:                Primary Azimuth Mark                     Grid Az
 EH1328:SPC AR S     -  DEWITT                                   002 40 18.3
 EH1328:UTM  15      -  DEWITT                                   002 06 28.9
 EH1328
 EH1328|---------------------------------------------------------------------|
 EH1328| PID    Reference Object                     Distance      Geod. Az  |
 EH1328|                                                           dddmmss.s |
 EH1328| EH2975 DEWITT                              APPROX.10.6 KM 0030149.2 |
 EH1328| EH2978 DEWITT SMITH RICE MILL W TANK       APPROX.10.9 KM 0060729.1 |
 EH1328| EH2980 DEWITT RADIO STA KKK 79 TOWER       APPROX.11.1 KM 0095057.9 |
 EH1328| EH2974 DEWITT BLACK RICE MILLING W TK      APPROX.10.5 KM 0100427.5 |
 EH1328| EH2976 DEWITT BLACK RICE MILLING E TK      APPROX.10.5 KM 0100908.2 |
 EH1328| EH2979 DEWITT MUNICIPAL TANK               APPROX.10.9 KM 0113810.4 |
 EH1328| EH1327 HYDEN RM 1                           27.964 METERS 02410     |
 EH1328| EH1329 HYDEN RM 2                           24.391 METERS 12855     |
 EH1328| EH2964 GILLETT BAUER ELEV DRYER TK         APPROX. 7.7 KM 1890057.4 |
 EH1328| EH2965 GILLETT RICE GROWERS ASSN ELEV      APPROX. 8.0 KM 1895418.7 |
 EH1328| EH2971 GILLETT MUNICIPAL TANK              APPROX. 9.1 KM 1920822.1 |
 EH1328|---------------------------------------------------------------------|
 EH1328
 EH1328                          SUPERSEDED SURVEY CONTROL
 EH1328
 EH1328  NAD 83(1986)-  34 11 48.71232(N)    091 21 33.54416(W) AD(       ) 2
 EH1328  NAD 27      -  34 11 48.35293(N)    091 21 33.11126(W) AD(       ) 2
 EH1328  NAVD 88 (06/15/91)   58.071  (m)          190.52   (f) UNKNOWN     1 2
 EH1328  NGVD 29 (??/??/??)   58.139  (m)          190.74   (f) ADJUSTED    1 2
 EH1328
 EH1328.Superseded values are not recommended for survey control.
 EH1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1328.See file dsdata.txt to determine how the superseded data were derived.
 EH1328
 EH1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5117185201(NAD 83)
 EH1328_MARKER: DS = TRIANGULATION STATION DISK
 EH1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1328_STAMPING: HYDEN 1965
 EH1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1328+STABILITY: SURFACE MOTION
 EH1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1328+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 EH1328
 EH1328  HISTORY     - Date     Condition        Report By
 EH1328  HISTORY     - 1965     MONUMENTED       CGS
 EH1328  HISTORY     - 19710407 GOOD             USGS
 EH1328  HISTORY     - 1976     GOOD             NGS
 EH1328  HISTORY     - 20030416 GOOD             USACE
 EH1328
 EH1328                          STATION DESCRIPTION
 EH1328
 EH1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH1328'STATION IS LOCATED ABOUT 7 MILES SOUTH OF DEWITT, 1 MILE NORTH
 EH1328'OF THE SMALL COMMUNITY OF HYDEN, ALONG THE EAST SIDE OF A RAILROAD
 EH1328'TRACK, AND ON PROPERTY OWNED BY THE ST. LOUIS - SOUTHWESTERN
 EH1328'RAILROAD COMPANY.
 EH1328'
 EH1328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 130, 152
 EH1328'AND 1 AT THE SOUTHEAST EDGE OF DEWITT, GO SOUTH ON STATE HIGHWAY
 EH1328'1 AND 152 FOR 2.45 MILES TO A CROSSROAD (HIGHWAY 152 TURNS LEFT).
 EH1328'CONTINUE SOUTH ON HIGHWAY 1 FOR 3.1 MILES TO A CROSSROAD.
 EH1328'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A
 EH1328'FIELD ENTRANCE ON THE RIGHT, JUST BEFORE REACHING A RAILROAD
 EH1328'CROSSING.  BENCH MARK N 82 IS 55 FEET SOUTHWEST OF THE
 EH1328'INTERSECTION OF THE RAILROAD TRACK AND THE GRAVELED ROAD.  TURN
 EH1328'RIGHT AND GO NORTH ON THE FIELD ROAD FOR 0.2 MILE TO A FIELD
 EH1328'ROAD ON THE LEFT, A WOODEN BRIDGE ON THE LEFT, AND THE
 EH1328'STATION ON THE LEFT.
 EH1328'
 EH1328'STATION MARKS ARE STANDARD DISKS STAMPED HYDEN 1965.  THE SURFACE
 EH1328'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 EH1328'IT IS 95 FEET SOUTHWEST OF THE CENTER OF THE FIELD ROAD AND AN
 EH1328'IRRIGATION DITCH, 50 FEET SOUTHEAST OF THE CENTER OF THE
 EH1328'RAILROAD TRACKS AND A FIELD ROAD, 36.8 FEET EAST OF THE
 EH1328'EAST RAIL OF THE TRACKS, 30 FEET SOUTH OF THE CENTER OF A FIELD
 EH1328'ROAD, 22 FEET WEST OF THE CENTER OF A FIELD ROAD, AND 1.5
 EH1328'FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 EH1328'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW
 EH1328'THE SURFACE OF THE GROUND.
 EH1328'
 EH1328'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HYDEN NO 1
 EH1328'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 EH1328'IT IS 93 FEET SOUTH OF THE METAL WITNESS POST, 40.2 FEET EAST
 EH1328'OF THE EAST RAIL OF THE TRACKS, AND 13 FEET WEST OF THE CENTER
 EH1328'OF THE FIELD ROAD.
 EH1328'
 EH1328'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HYDEN NO 2 1965,
 EH1328'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 EH1328'IT IS 79 FEET WEST-NORTHWEST OF THE METAL WITNESS POST, 63.4 FEET
 EH1328'WEST OF THE WEST RAIL OF THE TRACKS, AND 25 FEET SOUTHEAST
 EH1328'OF THE CENTER OF A WOODEN BRIDGE.
 EH1328'
 EH1328'BENCH MARK N 82 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 EH1328'BENCH MARK DISK STAMPED N 82 1935, SET IN THE TOP OF A 6 INCH
 EH1328'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 35 FEET
 EH1328'WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 18 FEET EAST OF THE
 EH1328'CENTER OF A GRAVELED ROAD, AND 1 FOOT NORTH OF A METAL WITNESS
 EH1328'POST.
 EH1328'
 EH1328'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH1328'
 EH1328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH1328
 EH1328                          STATION RECOVERY (1971)
 EH1328
 EH1328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 EH1328'RECOVERED IN GOOD CONDITION.
 EH1328
 EH1328                          STATION RECOVERY (1976)
 EH1328
 EH1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1328'5.5 MI N FROM GILLETT.
 EH1328'5.5 MILES NORTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE
 EH1328'JUNCTION OF FRONT STREET AT GILLETT, 92.1 FEET NORTH OF R M 1, 80.8
 EH1328'FEET EAST OF R M 2, 36.7 FEET EAST OF THE EAST RAIL, 24 FEET WEST OF
 EH1328'THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD, AND 30.5 FEET SOUTH OF THE
 EH1328'CENTERLINE OF A EAST-WEST DIRT ROAD.  A DISK SET IN THE TOP OF A
 EH1328'CONCRETE POST PROJECTING 4 INCHES.  ABOUT LEVEL WITH RAIL 2 FEET
 EH1328'SOUTHEAST OF A WITNESS POST.
 EH1328
 EH1328                          STATION RECOVERY (2003)
 EH1328
 EH1328'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1328'MARK IS NOW IN RICE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1327 ***********************************************************************
 EH1327  DESIGNATION -  HYDEN RM 1
 EH1327  PID         -  EH1327
 EH1327  STATE/COUNTY-  AR/ARKANSAS
 EH1327  USGS QUAD   -  TICHNOR (1972)
 EH1327
 EH1327                         *CURRENT SURVEY CONTROL
 EH1327  ___________________________________________________________________
 EH1327* NAD 83(1986)-  34 11 48.     (N)    091 21 34.     (W)     SCALED    
 EH1327* NAVD 88     -        57.868  (meters)     189.86   (feet)  ADJUSTED  
 EH1327  ___________________________________________________________________
 EH1327  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EH1327  DYNAMIC HT  -          57.811 (meters)     189.67  (feet)  COMP
 EH1327  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 EH1327
 EH1327  VERT ORDER  -  FIRST     CLASS II
 EH1327
 EH1327.The horizontal coordinates were scaled from a topographic map and have
 EH1327.an estimated accuracy of +/- 6 seconds.
 EH1327
 EH1327.The orthometric height was determined by differential leveling
 EH1327.and adjusted by the National Geodetic Survey in August 1993..
 EH1327
 EH1327.The geoid height was determined by GEOID03.
 EH1327
 EH1327.The dynamic height is computed by dividing the NAVD 88
 EH1327.geopotential number by the normal gravity value computed on the
 EH1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1327.degrees latitude (g = 980.6199 gals.).
 EH1327
 EH1327.The modeled gravity was interpolated from observed gravity values.
 EH1327
 EH1327;                    North         East    Units  Estimated Accuracy
 EH1327;SPC AR S     -   569,880.      459,040.      MT  (+/- 180 meters Scaled)
 EH1327
 EH1327                          SUPERSEDED SURVEY CONTROL
 EH1327
 EH1327  NAVD 88 (06/15/91)   57.838  (m)          189.76   (f) UNKNOWN     1 2
 EH1327  NGVD 29 (??/??/??)   57.907  (m)          189.98   (f) ADJUSTED    1 2
 EH1327
 EH1327.Superseded values are not recommended for survey control.
 EH1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1327.See file dsdata.txt to determine how the superseded data were derived.
 EH1327
 EH1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT511851(NAD 83)
 EH1327_MARKER: DR = REFERENCE MARK DISK
 EH1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1327_STAMPING: HYDEN NO 1 1965
 EH1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1327+STABILITY: SURFACE MOTION
 EH1327
 EH1327  HISTORY     - Date     Condition        Report By
 EH1327  HISTORY     - 1965     MONUMENTED       CGS
 EH1327  HISTORY     - 1976     GOOD             NGS
 EH1327
 EH1327                          STATION DESCRIPTION
 EH1327
 EH1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1327'5.5 MI N FROM GILLETT.
 EH1327'5.5 MILES NORTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE
 EH1327'JUNCTION OF FRONT STREET AT GILLETT, 38.3 FEET EAST OF THE EAST RAIL,
 EH1327'18.5 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD, 125 FEET
 EH1327'SOUTH OF THE CENTERLINE OF AN EAST-WEST DRIT ROAD, 92.1 FEET SOUTH OF
 EH1327'THE STATION MARK, AND 136.6 FEET SOUTHEAST OF R M 2.  A DISK SET IN
 EH1327'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  ABOUT LEVEL WITH
 EH1327'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1329 ***********************************************************************
 EH1329  DESIGNATION -  HYDEN RM 2
 EH1329  PID         -  EH1329
 EH1329  STATE/COUNTY-  AR/ARKANSAS
 EH1329  USGS QUAD   -  TICHNOR (1972)
 EH1329
 EH1329                         *CURRENT SURVEY CONTROL
 EH1329  ___________________________________________________________________
 EH1329* NAD 83(1986)-  34 11 48.     (N)    091 21 33.     (W)     SCALED    
 EH1329* NAVD 88     -        58.454  (meters)     191.78   (feet)  ADJUSTED  
 EH1329  ___________________________________________________________________
 EH1329  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EH1329  DYNAMIC HT  -          58.397 (meters)     191.59  (feet)  COMP
 EH1329  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 EH1329
 EH1329  VERT ORDER  -  FIRST     CLASS II
 EH1329
 EH1329.The horizontal coordinates were scaled from a topographic map and have
 EH1329.an estimated accuracy of +/- 6 seconds.
 EH1329
 EH1329.The orthometric height was determined by differential leveling
 EH1329.and adjusted by the National Geodetic Survey in August 1993..
 EH1329
 EH1329.The geoid height was determined by GEOID03.
 EH1329
 EH1329.The dynamic height is computed by dividing the NAVD 88
 EH1329.geopotential number by the normal gravity value computed on the
 EH1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1329.degrees latitude (g = 980.6199 gals.).
 EH1329
 EH1329.The modeled gravity was interpolated from observed gravity values.
 EH1329
 EH1329;                    North         East    Units  Estimated Accuracy
 EH1329;SPC AR S     -   569,880.      459,060.      MT  (+/- 180 meters Scaled)
 EH1329
 EH1329                          SUPERSEDED SURVEY CONTROL
 EH1329
 EH1329  NAVD 88 (06/15/91)   58.424  (m)          191.68   (f) UNKNOWN     1 2
 EH1329  NGVD 29 (??/??/??)   58.493  (m)          191.91   (f) ADJUSTED    1 2
 EH1329
 EH1329.Superseded values are not recommended for survey control.
 EH1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1329.See file dsdata.txt to determine how the superseded data were derived.
 EH1329
 EH1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT511851(NAD 83)
 EH1329_MARKER: DR = REFERENCE MARK DISK
 EH1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1329_STAMPING: HYDEN NO 2 1965
 EH1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1329+STABILITY: SURFACE MOTION
 EH1329
 EH1329  HISTORY     - Date     Condition        Report By
 EH1329  HISTORY     - 1965     MONUMENTED       CGS
 EH1329  HISTORY     - 1976     GOOD             NGS
 EH1329
 EH1329                          STATION DESCRIPTION
 EH1329
 EH1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1329'5.5 MI N FROM GILLETT.
 EH1329'5.5 MILES NORTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE
 EH1329'JUNCTION OF FRONT STREET AT GILLETT, 136.6 NORTHWEST OF RM 1, 103 FEET
 EH1329'OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD, 80.8 FEET WEST OF THE
 EH1329'STATION MARK, 36.6 FEET WEST OF THE WEST RAIL, 13.2 FEET SOUTH OF THE
 EH1329'CENTERLINE OF A EAST-WEST DIRT ROAD.  A DIST SET IN THE TOP OF A
 EH1329'CONCRETE POST PROJECTING 2 INCES.  1 FOOT ABOVE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0939 ***********************************************************************
 DK0939  DESIGNATION -  I
 DK0939  PID         -  DK0939
 DK0939  STATE/COUNTY-  AR/DESHA
 DK0939  USGS QUAD   -  WINCHESTER (1969)
 DK0939
 DK0939                         *CURRENT SURVEY CONTROL
 DK0939  ___________________________________________________________________
 DK0939* NAD 83(1986)-  33 50 40.     (N)    091 28 55.     (W)     SCALED    
 DK0939* NAVD 88     -        49.885  (meters)     163.66   (feet)  ADJUSTED  
 DK0939  ___________________________________________________________________
 DK0939  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0939  DYNAMIC HT  -          49.835 (meters)     163.50  (feet)  COMP
 DK0939  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 DK0939
 DK0939  VERT ORDER  -  FIRST     CLASS II
 DK0939
 DK0939.The horizontal coordinates were scaled from a topographic map and have
 DK0939.an estimated accuracy of +/- 6 seconds.
 DK0939
 DK0939.The orthometric height was determined by differential leveling
 DK0939.and adjusted by the National Geodetic Survey in June 1991..
 DK0939.WARNING-Repeat measurements at this control monument indicate possible
 DK0939.vertical movement.
 DK0939
 DK0939.The geoid height was determined by GEOID03.
 DK0939
 DK0939.The dynamic height is computed by dividing the NAVD 88
 DK0939.geopotential number by the normal gravity value computed on the
 DK0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0939.degrees latitude (g = 980.6199 gals.).
 DK0939
 DK0939.The modeled gravity was interpolated from observed gravity values.
 DK0939
 DK0939;                    North         East    Units  Estimated Accuracy
 DK0939;SPC AR S     -   530,750.      447,940.      MT  (+/- 180 meters Scaled)
 DK0939
 DK0939                          SUPERSEDED SURVEY CONTROL
 DK0939
 DK0939  NGVD 29 (??/??/??)   50.020  (m)          164.11   (f) ADJUSTED    1 2
 DK0939
 DK0939.Superseded values are not recommended for survey control.
 DK0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0939.See file dsdata.txt to determine how the superseded data were derived.
 DK0939
 DK0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT404459(NAD 83)
 DK0939_MARKER: B = BOLT
 DK0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0939_SP_SET: CHIMNEY
 DK0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0939
 DK0939  HISTORY     - Date     Condition        Report By
 DK0939  HISTORY     - UNK      MONUMENTED       CGS
 DK0939  HISTORY     - 1938     GOOD             CGS
 DK0939  HISTORY     - 1955     GOOD             CGS
 DK0939
 DK0939                          STATION DESCRIPTION
 DK0939
 DK0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DK0939'IN PICKENS.
 DK0939'A 2-1/2 IN. COPPER BOLT LEADED HORIZONTALLY INTO THE 18TH COURSE OF
 DK0939'BRICK ABOVE THE GROUND AT WALNUT LAKE, NOW CALLED PICKENS.  IN THE W
 DK0939'SIDE OF A BRICK CHIMNEY ON THE N SIDE OF A LARGE WHITE FRAME HOUSE
 DK0939'SETTING BACK IN A GROVE OF TREES ON THE NE SIDE OF THE RR TRACK AND
 DK0939'OPPOSITE THE RR STATION.
 DK0939
 DK0939                          STATION RECOVERY (1955)
 DK0939
 DK0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0268 ***********************************************************************
 EJ0268  DESIGNATION -  I
 EJ0268  PID         -  EJ0268
 EJ0268  STATE/COUNTY-  AR/PULASKI
 EJ0268  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0268
 EJ0268                         *CURRENT SURVEY CONTROL
 EJ0268  ___________________________________________________________________
 EJ0268* NAD 83(1986)-  34 44 55.     (N)    092 15 54.     (W)     SCALED    
 EJ0268* NAVD 88     -        80.468  (meters)     264.00   (feet)  ADJUSTED  
 EJ0268  ___________________________________________________________________
 EJ0268  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0268  DYNAMIC HT  -          80.394 (meters)     263.76  (feet)  COMP
 EJ0268  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 EJ0268
 EJ0268  VERT ORDER  -  FIRST     CLASS II
 EJ0268
 EJ0268.The horizontal coordinates were scaled from a topographic map and have
 EJ0268.an estimated accuracy of +/- 6 seconds.
 EJ0268
 EJ0268.The orthometric height was determined by differential leveling
 EJ0268.and adjusted by the National Geodetic Survey in June 1991..
 EJ0268
 EJ0268.The geoid height was determined by GEOID03.
 EJ0268
 EJ0268.The dynamic height is computed by dividing the NAVD 88
 EJ0268.geopotential number by the normal gravity value computed on the
 EJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0268.degrees latitude (g = 980.6199 gals.).
 EJ0268
 EJ0268.The modeled gravity was interpolated from observed gravity values.
 EJ0268
 EJ0268;                    North         East    Units  Estimated Accuracy
 EJ0268;SPC AR S     -   630,950.      375,740.      MT  (+/- 180 meters Scaled)
 EJ0268
 EJ0268                          SUPERSEDED SURVEY CONTROL
 EJ0268
 EJ0268  NGVD 29 (??/??/92)   80.514  (m)          264.15   (f) ADJ UNCH    1 2
 EJ0268
 EJ0268.Superseded values are not recommended for survey control.
 EJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0268.See file dsdata.txt to determine how the superseded data were derived.
 EJ0268
 EJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU672454(NAD 83)
 EJ0268_MARKER: Z = SEE DESCRIPTION
 EJ0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0268_SP_SET: BUILDING
 EJ0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0268
 EJ0268  HISTORY     - Date     Condition        Report By
 EJ0268  HISTORY     - UNK      MONUMENTED       CGS
 EJ0268  HISTORY     - 1955     MARK NOT FOUND   NGS
 EJ0268  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0268  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0268  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0268
 EJ0268                          STATION DESCRIPTION
 EJ0268
 EJ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0268'IN LITTLE ROCK.
 EJ0268'AT LITTLE ROCK, PULASKI COUNTY, AT THE FOOT OF COMMERCE STREET, IN THE
 EJ0268'SOUTH SIDE OF THE WESTERN HIDE AND FUR CO. BUILDING, IN THE SILL OF
 EJ0268'THE THIRD DOOR FROM THE EAST WALL, 2.3 FEET FROM THE WEST END OF THE
 EJ0268'SILL, AND 0.2 FOOT FROM THE NORTH EDGE.  A CHISELED SQUARE. NOTE-- IN
 EJ0268'1932 IT WAS REPORTED THAT THE CENTER OF THE SILL APPEARED TO HAVE
 EJ0268'CRACKED AND SAGGED.
 EJ0268
 EJ0268                          STATION RECOVERY (1988)
 EJ0268
 EJ0268'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 EJ0268'MARK NOT FOUND.
 EJ0268
 EJ0268                          STATION RECOVERY (1989)
 EJ0268
 EJ0268'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0268'MARK NOT FOUND.
 EJ0268
 EJ0268                          STATION RECOVERY (1990)
 EJ0268
 EJ0268'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1803 ***********************************************************************
 EH1803  DESIGNATION -  I 15 1
 EH1803  PID         -  EH1803
 EH1803  STATE/COUNTY-  AR/JEFFERSON
 EH1803  USGS QUAD   -  GETHSEMANE (1971)
 EH1803
 EH1803                         *CURRENT SURVEY CONTROL
 EH1803  ___________________________________________________________________
 EH1803* NAD 83(1986)-  34 24 58.     (N)    091 52 02.     (W)     SCALED    
 EH1803* NAVD 88     -        64.222  (meters)     210.70   (feet)  POSTED    
 EH1803  ___________________________________________________________________
 EH1803  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH1803  DYNAMIC HT  -          64.160 (meters)     210.50  (feet)  COMP
 EH1803  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 EH1803
 EH1803  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EH1803
 EH1803.The horizontal coordinates were scaled from a topographic map and have
 EH1803.an estimated accuracy of +/- 6 seconds.
 EH1803
 EH1803.The orthometric height was determined by differential leveling
 EH1803.and adjusted by the National Geodetic Survey in 1992..
 EH1803.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EH1803.rate of 3.1 thru 4.0 mm/km.
 EH1803
 EH1803.The geoid height was determined by GEOID03.
 EH1803
 EH1803.The dynamic height is computed by dividing the NAVD 88
 EH1803.geopotential number by the normal gravity value computed on the
 EH1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1803.degrees latitude (g = 980.6199 gals.).
 EH1803
 EH1803.The modeled gravity was interpolated from observed gravity values.
 EH1803
 EH1803;                    North         East    Units  Estimated Accuracy
 EH1803;SPC AR S     -   594,050.      412,210.      MT  (+/- 180 meters Scaled)
 EH1803
 EH1803                          SUPERSEDED SURVEY CONTROL
 EH1803
 EH1803  NGVD 29 (??/??/??)   64.255  (m)          210.81   (f) ADJUSTED    2 0
 EH1803
 EH1803.Superseded values are not recommended for survey control.
 EH1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1803.See file dsdata.txt to determine how the superseded data were derived.
 EH1803
 EH1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU040088(NAD 83)
 EH1803_MARKER: DB = BENCH MARK DISK
 EH1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1803_STAMPING: I-15-1
 EH1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1803+STABILITY: SURFACE MOTION
 EH1803
 EH1803  HISTORY     - Date     Condition        Report By
 EH1803  HISTORY     - UNK      MONUMENTED       USE
 EH1803  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1803
 EH1803                          STATION DESCRIPTION
 EH1803
 EH1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1803'6.2 MI NE FROM SHERRILL.
 EH1803'6.2 MILES NORTHEAST ALONG STATE HIGHWAY 31 FROM THE ST. LOUIS
 EH1803'SOUTHWESTERN RAILWAY STATION AT SHERRILL, JEFFERSON COUNTY, AT
 EH1803'GETHSEMANE, 185 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE,
 EH1803'150 FEET NORTHEAST OF A 30-INCH POST-OAK TREE, AT THE JUNCTION OF THE
 EH1803'ALTHEIMER ROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 45.5
 EH1803'FEET NORTH OF BENCH MARK WPT DESCRIBED ABOVE, AND SET IN THE TOP OF A
 EH1803'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1815 ***********************************************************************
 EH1815  DESIGNATION -  I 15 10
 EH1815  PID         -  EH1815
 EH1815  STATE/COUNTY-  AR/JEFFERSON
 EH1815  USGS QUAD   -  ALTHEIMER (1971)
 EH1815
 EH1815                         *CURRENT SURVEY CONTROL
 EH1815  ___________________________________________________________________
 EH1815* NAD 83(1986)-  34 21 39.     (N)    091 47 45.     (W)     SCALED    
 EH1815* NAVD 88     -        61.453  (meters)     201.62   (feet)  POSTED    
 EH1815  ___________________________________________________________________
 EH1815  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH1815  DYNAMIC HT  -          61.390 (meters)     201.41  (feet)  COMP
 EH1815  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 EH1815
 EH1815  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH1815
 EH1815.The horizontal coordinates were scaled from a topographic map and have
 EH1815.an estimated accuracy of +/- 6 seconds.
 EH1815
 EH1815.The orthometric height was determined by differential leveling
 EH1815.and adjusted by the National Geodetic Survey in 1992..
 EH1815.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH1815.rate of 0.0 thru 1.0 mm/km.
 EH1815
 EH1815.The geoid height was determined by GEOID03.
 EH1815
 EH1815.The dynamic height is computed by dividing the NAVD 88
 EH1815.geopotential number by the normal gravity value computed on the
 EH1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1815.degrees latitude (g = 980.6199 gals.).
 EH1815
 EH1815.The modeled gravity was interpolated from observed gravity values.
 EH1815
 EH1815;                    North         East    Units  Estimated Accuracy
 EH1815;SPC AR S     -   587,920.      418,780.      MT  (+/- 180 meters Scaled)
 EH1815
 EH1815                          SUPERSEDED SURVEY CONTROL
 EH1815
 EH1815  NGVD 29 (??/??/??)   61.487  (m)          201.73   (f) ADJUSTED    2 0
 EH1815
 EH1815.Superseded values are not recommended for survey control.
 EH1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1815.See file dsdata.txt to determine how the superseded data were derived.
 EH1815
 EH1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU107028(NAD 83)
 EH1815_MARKER: DD = SURVEY DISK
 EH1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1815_STAMPING: I-15-10
 EH1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1815+STABILITY: SURFACE MOTION
 EH1815
 EH1815  HISTORY     - Date     Condition        Report By
 EH1815  HISTORY     - UNK      MONUMENTED       USE
 EH1815  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1815
 EH1815                          STATION DESCRIPTION
 EH1815
 EH1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1815'IN WABBASEKA.
 EH1815'AT WABBASEKA, JEFFERSON COUNTY, ON THE ST. LOUIS SOUTHWESTERN RAILWAY,
 EH1815'ABOUT 300 FEET SOUTHWEST OF THE STATION, 76 FEET WEST OF POLE 251-20,
 EH1815'AT A STREET CROSSING, 23 FEET NORTHEAST OF THE CENTERLINE OF THE
 EH1815'STREET, 14 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK. A CORPS OF
 EH1815'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED I-15-10 AND SET IN THE
 EH1815'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1686 ***********************************************************************
 EH1686  DESIGNATION -  I 15 12
 EH1686  PID         -  EH1686
 EH1686  STATE/COUNTY-  AR/JEFFERSON
 EH1686  USGS QUAD   -  ALTHEIMER (1971)
 EH1686
 EH1686                         *CURRENT SURVEY CONTROL
 EH1686  ___________________________________________________________________
 EH1686* NAD 83(1986)-  34 19 07.     (N)    091 50 48.     (W)     SCALED    
 EH1686* NAVD 88     -        63.115  (meters)     207.07   (feet)  ADJUSTED  
 EH1686  ___________________________________________________________________
 EH1686  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1686  DYNAMIC HT  -          63.055 (meters)     206.87  (feet)  COMP
 EH1686  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 EH1686
 EH1686  VERT ORDER  -  SECOND    CLASS 0
 EH1686
 EH1686.The horizontal coordinates were scaled from a topographic map and have
 EH1686.an estimated accuracy of +/- 6 seconds.
 EH1686
 EH1686.The orthometric height was determined by differential leveling
 EH1686.and adjusted by the National Geodetic Survey in June 1991..
 EH1686
 EH1686.The geoid height was determined by GEOID03.
 EH1686
 EH1686.The dynamic height is computed by dividing the NAVD 88
 EH1686.geopotential number by the normal gravity value computed on the
 EH1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1686.degrees latitude (g = 980.6199 gals.).
 EH1686
 EH1686.The modeled gravity was interpolated from observed gravity values.
 EH1686
 EH1686;                    North         East    Units  Estimated Accuracy
 EH1686;SPC AR S     -   583,230.      414,110.      MT  (+/- 180 meters Scaled)
 EH1686
 EH1686                          SUPERSEDED SURVEY CONTROL
 EH1686
 EH1686  NGVD 29 (??/??/??)   63.154  (m)          207.20   (f) ADJUSTED    2 0
 EH1686
 EH1686.Superseded values are not recommended for survey control.
 EH1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1686.See file dsdata.txt to determine how the superseded data were derived.
 EH1686
 EH1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT061980(NAD 83)
 EH1686_MARKER: P = PIPE CAP
 EH1686_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1686_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1686_STAMPING: I 15-12
 EH1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1686
 EH1686  HISTORY     - Date     Condition        Report By
 EH1686  HISTORY     - UNK      MONUMENTED       USE
 EH1686  HISTORY     - 1934     GOOD             USE
 EH1686  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1686
 EH1686                          STATION DESCRIPTION
 EH1686
 EH1686'DESCRIBED BY US ENGINEERS 1934
 EH1686'IN ALTHEIMER.
 EH1686'IN ALTHEIMER, JEFFERSON COUNTY, ALONG S.L.S. RY. AT STATION.  ABOUT 83
 EH1686'FEET NORTHWEST OF CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS
 EH1686'SOUTHWESTERN RY.  55 FEET WEST OF WEST CORNER OF S.L.S. RY. STATION.
 EH1686'TOP OF 1 1/4 IN. CAP SCREWED ON TOP OF 1 1/4 IN. PIPE 6 IN. HIGH, SET
 EH1686'IN CONCRETE POST.
 EH1686
 EH1686                          STATION RECOVERY (1962)
 EH1686
 EH1686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1804 ***********************************************************************
 EH1804  DESIGNATION -  I 15 2
 EH1804  PID         -  EH1804
 EH1804  STATE/COUNTY-  AR/JEFFERSON
 EH1804  USGS QUAD   -  GETHSEMANE (1971)
 EH1804
 EH1804                         *CURRENT SURVEY CONTROL
 EH1804  ___________________________________________________________________
 EH1804* NAD 83(1986)-  34 24 57.     (N)    091 52 01.     (W)     SCALED    
 EH1804* NAVD 88     -        64.084  (meters)     210.25   (feet)  POSTED    
 EH1804  ___________________________________________________________________
 EH1804  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH1804  DYNAMIC HT  -          64.020 (meters)     210.04  (feet)  COMP
 EH1804  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 EH1804
 EH1804  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EH1804
 EH1804.The horizontal coordinates were scaled from a topographic map and have
 EH1804.an estimated accuracy of +/- 6 seconds.
 EH1804
 EH1804.The orthometric height was determined by differential leveling
 EH1804.and adjusted by the National Geodetic Survey in 1992..
 EH1804.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EH1804.rate greater than 8.0 mm/km.
 EH1804
 EH1804.The geoid height was determined by GEOID03.
 EH1804
 EH1804.The dynamic height is computed by dividing the NAVD 88
 EH1804.geopotential number by the normal gravity value computed on the
 EH1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1804.degrees latitude (g = 980.6199 gals.).
 EH1804
 EH1804.The modeled gravity was interpolated from observed gravity values.
 EH1804
 EH1804;                    North         East    Units  Estimated Accuracy
 EH1804;SPC AR S     -   594,010.      412,230.      MT  (+/- 180 meters Scaled)
 EH1804
 EH1804                          SUPERSEDED SURVEY CONTROL
 EH1804
 EH1804  NGVD 29 (??/??/??)   64.115  (m)          210.35   (f) ADJUSTED    2 0
 EH1804
 EH1804.Superseded values are not recommended for survey control.
 EH1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1804.See file dsdata.txt to determine how the superseded data were derived.
 EH1804
 EH1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU041088(NAD 83)
 EH1804_MARKER: P = PIPE CAP
 EH1804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1804_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1804_STAMPING: U S I-15-2
 EH1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1804
 EH1804  HISTORY     - Date     Condition        Report By
 EH1804  HISTORY     - UNK      MONUMENTED       USE
 EH1804  HISTORY     - 1955     GOOD             CGS
 EH1804  HISTORY     - 20020606 MARK NOT FOUND   USACE
 EH1804
 EH1804                          STATION DESCRIPTION
 EH1804
 EH1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1804'6.2 MI NE FROM SHERRILL.
 EH1804'6.2 MILES NORTHEAST ALONG STATE HIGHWAY 31 FROM THE ST. LOUIS
 EH1804'SOUTHWESTERN RAILWAY STATION AT SHERRILL, JEFFERSON COUNTY, AT
 EH1804'GETHSEMANE, AT THE JUNCTION OF THE ALTHEIMER ROAD, 311 FEET SOUTH OF
 EH1804'THE CENTERLINE OF THE HIGHWAY, 33 FEET WEST OF THE CENTERLINE OF THE
 EH1804'ROAD, 57 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE METHODIST
 EH1804'CHURCH, 264.8 FEET SOUTH OF BENCH MARK I-15-1 (U.S.E.) DESCRIBED
 EH1804'ABOVE, 220 FEET SOUTH OF BENCH MARK WPT DESCRIBED ABOVE, AND FASTENED
 EH1804'ON AN IRON PIPE SET IN A CONCRETE POST.
 EH1804
 EH1804                          STATION RECOVERY (2002)
 EH1804
 EH1804'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1776 ***********************************************************************
 EH1776  DESIGNATION -  I 15 2
 EH1776  PID         -  EH1776
 EH1776  STATE/COUNTY-  AR/JEFFERSON
 EH1776  USGS QUAD   -  ROB ROY (1971)
 EH1776
 EH1776                         *CURRENT SURVEY CONTROL
 EH1776  ___________________________________________________________________
 EH1776* NAD 83(1986)-  34 17 29.     (N)    091 59 31.     (W)     SCALED    
 EH1776* NAVD 88     -        64.428  (meters)     211.38   (feet)  ADJUSTED  
 EH1776  ___________________________________________________________________
 EH1776  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1776  DYNAMIC HT  -          64.366 (meters)     211.17  (feet)  COMP
 EH1776  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 EH1776
 EH1776  VERT ORDER  -  SECOND    CLASS 0
 EH1776
 EH1776.The horizontal coordinates were scaled from a topographic map and have
 EH1776.an estimated accuracy of +/- 6 seconds.
 EH1776
 EH1776.The orthometric height was determined by differential leveling
 EH1776.and adjusted by the National Geodetic Survey in June 1991..
 EH1776
 EH1776.The geoid height was determined by GEOID03.
 EH1776
 EH1776.The dynamic height is computed by dividing the NAVD 88
 EH1776.geopotential number by the normal gravity value computed on the
 EH1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1776.degrees latitude (g = 980.6199 gals.).
 EH1776
 EH1776.The modeled gravity was interpolated from observed gravity values.
 EH1776
 EH1776;                    North         East    Units  Estimated Accuracy
 EH1776;SPC AR S     -   580,200.      400,740.      MT  (+/- 180 meters Scaled)
 EH1776
 EH1776                          SUPERSEDED SURVEY CONTROL
 EH1776
 EH1776  NGVD 29 (??/??/??)   64.460  (m)          211.48   (f) ADJUSTED    2 0
 EH1776
 EH1776.Superseded values are not recommended for survey control.
 EH1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1776.See file dsdata.txt to determine how the superseded data were derived.
 EH1776
 EH1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT927949(NAD 83)
 EH1776_MARKER: P = PIPE CAP
 EH1776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1776_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1776_STAMPING: I 15-2
 EH1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1776
 EH1776  HISTORY     - Date     Condition        Report By
 EH1776  HISTORY     - UNK      MONUMENTED       USE
 EH1776  HISTORY     - 1940     GOOD             CGS
 EH1776
 EH1776                          STATION DESCRIPTION
 EH1776
 EH1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1776'4.5 MI N FROM PINE BLUFF.
 EH1776'4.5 MILES NORTH AND 0.2 MILE NORTHEAST ALONG U. S. HIGHWAY 79 FROM THE
 EH1776'CITY LIMITS OF PINE BLUFF, JEFFERSON COUNTY, 0.2 MILE NORTHEAST OF THE
 EH1776'NORTHEAST END OF THE JEFFERSON COUNTY FREE BRIDGE, 135 FEET WEST OF
 EH1776'THE CENTER OF A GRAVEL-ROAD CROSSING, 89 FEET NORTHWEST OF THE
 EH1776'CENTERLINE OF THE HIGHWAY, 69 FEET SOUTHWEST OF THE NORTHWEST CORNER
 EH1776'OF THE E. A. SHEPPARD STORE, AND 9 FEET SOUTHWEST OF A SMALL UNPAINTED
 EH1776'SHED.  A STANDARD CAP, STAMPED 1-15-2 AND RIVETED ON THE TOP OF A
 EH1776'3-INCH IRON PIPE PROJECTING 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1402 ***********************************************************************
 DK1402  DESIGNATION -  I 20 1 BOLT
 DK1402  PID         -  DK1402
 DK1402  STATE/COUNTY-  AR/ASHLEY
 DK1402  USGS QUAD   -  CROSSETT SOUTH (1973)
 DK1402
 DK1402                         *CURRENT SURVEY CONTROL
 DK1402  ___________________________________________________________________
 DK1402* NAD 83(1986)-  33 00 26.     (N)    091 59 54.     (W)     SCALED    
 DK1402* NAVD 88     -        29.04   (+/-2cm)      95.3    (feet)  VERTCON   
 DK1402  ___________________________________________________________________
 DK1402  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DK1402
 DK1402  VERT ORDER  -  ? (See Below)
 DK1402
 DK1402.The horizontal coordinates were scaled from a topographic map and have
 DK1402.an estimated accuracy of +/- 6 seconds.
 DK1402
 DK1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1402.The vertical order pertains to the NGVD 29 superseded value.
 DK1402
 DK1402.The geoid height was determined by GEOID03.
 DK1402
 DK1402;                    North         East    Units  Estimated Accuracy
 DK1402;SPC AR S     -   437,770.      400,160.      MT  (+/- 180 meters Scaled)
 DK1402
 DK1402                          SUPERSEDED SURVEY CONTROL
 DK1402
 DK1402  NGVD 29 (??/??/??)   29.111  (m)           95.51   (f) ADJUSTED    ?  
 DK1402
 DK1402.Superseded values are not recommended for survey control.
 DK1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1402.See file dsdata.txt to determine how the superseded data were derived.
 DK1402
 DK1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS935525(NAD 83)
 DK1402_MARKER: B = BOLT
 DK1402_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1402_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1402
 DK1402  HISTORY     - Date     Condition        Report By
 DK1402  HISTORY     - UNK      MONUMENTED       DOD
 DK1402  HISTORY     - 1972     GOOD             USGS
 DK1402
 DK1402                          STATION DESCRIPTION
 DK1402
 DK1402'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DK1402'0.28 MI SE FROM WHITE,ARK.
 DK1402'1,510 FEET SE ALONG ABANDONED MO.-PACIFIC RR (NOW A GRAVEL ROAD)
 DK1402'FROM THE WHITE COMMUNITY, 56 FEET NE OF THE GRAVEL ROAD, AND
 DK1402'ABOUT 3 FEET SOUTH OF A BLAZED PINE TREE, 1 FT. W OF A USCGS WITNESS
 DK1402'SIGN.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER-
 DK1402'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT
 DK1402'4-5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1403 ***********************************************************************
 DK1403  DESIGNATION -  I 20 1 CAP
 DK1403  PID         -  DK1403
 DK1403  STATE/COUNTY-  AR/ASHLEY
 DK1403  USGS QUAD   -  CROSSETT SOUTH (1973)
 DK1403
 DK1403                         *CURRENT SURVEY CONTROL
 DK1403  ___________________________________________________________________
 DK1403* NAD 83(1997)-  33 00 27.56629(N)    091 59 54.77198(W)     ADJUSTED  
 DK1403* NAVD 88     -        30.25   (+/-2cm)      99.2    (feet)  VERTCON   
 DK1403  ___________________________________________________________________
 DK1403  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DK1403  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DK1403
 DK1403  HORZ ORDER  -  SECOND
 DK1403  VERT ORDER  -  ? (See Below)
 DK1403
 DK1403.The horizontal coordinates were established by classical geodetic methods
 DK1403.and adjusted by the National Geodetic Survey in September 1999..
 DK1403
 DK1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1403.The vertical order pertains to the NGVD 29 superseded value.
 DK1403
 DK1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1403
 DK1403.The geoid height was determined by GEOID03.
 DK1403
 DK1403;                    North         East     Units Scale Factor Converg.
 DK1403;SPC AR S     -   437,821.548   400,135.714   MT  1.00007765   +0 00 02.9
 DK1403;SPC AR S     - 1,436,419.53  1,312,778.59   sFT  1.00007765   +0 00 02.9
 DK1403;SPC LA N     -   278,163.431 1,046,862.584   MT  1.00009555   +0 15 54.4
 DK1403;SPC LA N     -   912,607.86  3,434,581.66   sFT  1.00009555   +0 15 54.4
 DK1403;UTM  15      - 3,652,581.208   593,545.365   MT  0.99970789   +0 32 44.1
 DK1403
 DK1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1403!SPC AR S     -   0.99999933  x   1.00007765  =   1.00007698
 DK1403!SPC LA N     -   0.99999933  x   1.00009555  =   1.00009488
 DK1403!UTM  15      -   0.99999933  x   0.99970789  =   0.99970722
 DK1403
 DK1403|---------------------------------------------------------------------|
 DK1403| PID    Reference Object                     Distance      Geod. Az  |
 DK1403|                                                           dddmmss.s |
 DK1403| DK2074 WHITE                               336.339 METERS 03000     |
 DK1403| DK2076 WHITE RM 2                          177.307 METERS 08432     |
 DK1403| DL1315 T P                                 465.180 METERS 3345347.1 |
 DK1403|---------------------------------------------------------------------|
 DK1403
 DK1403                          SUPERSEDED SURVEY CONTROL
 DK1403
 DK1403  NAD 83(1997)-  33 00 27.57307(N)    091 59 54.76893(W) AD(       ) 2
 DK1403  NAD 83(1986)-  33 00 27.57900(N)    091 59 54.76481(W) AD(       ) 2
 DK1403  NAD 27      -  33 00 27.12600(N)    091 59 54.29300(W) AD(       ) 2
 DK1403  NGVD 29 (??/??/??)   30.328  (m)           99.50   (f) ADJUSTED    ?  
 DK1403
 DK1403.Superseded values are not recommended for survey control.
 DK1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1403.See file dsdata.txt to determine how the superseded data were derived.
 DK1403
 DK1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9354552581(NAD 83)
 DK1403_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1403_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1403_STAMPING: I-20-1
 DK1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1403
 DK1403  HISTORY     - Date     Condition        Report By
 DK1403  HISTORY     - 1939     MONUMENTED       USE
 DK1403  HISTORY     - 1972     GOOD             USGS
 DK1403
 DK1403                          STATION DESCRIPTION
 DK1403
 DK1403'DESCRIBED BY US ENGINEERS 1939 (FBQ)
 DK1403'STATION IS LOCATED ON OR APPROXIMATELY ON THE ARKANSAS LOUISIANA
 DK1403'STATE LINE, ABOUT 1,600 FEET S OF THE WHITE RAILROAD STATION,
 DK1403'AND ABOUT 1,200 FEET SW OF TRIANGULATION STATION WHITE, 25
 DK1403'FEET E OF LARGE WOODEN STATE LINE MARKER, 92.5 FEET S OF
 DK1403'FENCE CORNER, 54 FEET E OF THE E RAIL OF THE MISSOURI PACIFIC
 DK1403'RAILROAD TRACKS.  MARK IS STANDARD U.S.E.D. CAP SET ON 4-INCH
 DK1403'IRON PIPE PROJECTS ABOUT 6 INCHES.  MARK IS STAMPED U.S.
 DK1403'ENGINEERING DEPARTMENT-VICKSBURG DISTRICT-U.S.-ELEV. 99
 DK1403'FEET-BM.I.20.I. 1930.
 DK1403'
 DK1403'AT TRIANGULATION STATION WHITE.
 DK1403
 DK1403                          STATION RECOVERY (1972)
 DK1403
 DK1403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK1403'0.28 MI SE FROM WHITE,ARK.
 DK1403'1,510 FEET SE ALONG ABANDONED MO-PACIFIC RR (NOW A GRAVEL ROAD)
 DK1403'FROM THE WHITE COMMUNITY, 56 FEET NE OF THE GRAVEL ROAD, AND
 DK1403'ABOUT 3 FEET SOUTH OF A BLAZED PINE TREE, 1 FT. W OF A USCGS WITNESS
 DK1403'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1584 ***********************************************************************
 FF1584  DESIGNATION -  I 9 5
 FF1584  PID         -  FF1584
 FF1584  STATE/COUNTY-  AR/IZARD
 FF1584  USGS QUAD   -  BETHESDA (1989)
 FF1584
 FF1584                         *CURRENT SURVEY CONTROL
 FF1584  ___________________________________________________________________
 FF1584* NAD 83(1986)-  35 50 31.     (N)    091 50 56.     (W)     SCALED    
 FF1584* NAVD 88     -        91.883  (meters)     301.45   (feet)  ADJUSTED  
 FF1584  ___________________________________________________________________
 FF1584  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF1584  DYNAMIC HT  -          91.804 (meters)     301.19  (feet)  COMP
 FF1584  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 FF1584
 FF1584  VERT ORDER  -  SECOND    CLASS 0
 FF1584
 FF1584.The horizontal coordinates were scaled from a topographic map and have
 FF1584.an estimated accuracy of +/- 6 seconds.
 FF1584
 FF1584.The orthometric height was determined by differential leveling
 FF1584.and adjusted by the National Geodetic Survey in June 1991..
 FF1584
 FF1584.The geoid height was determined by GEOID03.
 FF1584
 FF1584.The dynamic height is computed by dividing the NAVD 88
 FF1584.geopotential number by the normal gravity value computed on the
 FF1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1584.degrees latitude (g = 980.6199 gals.).
 FF1584
 FF1584.The modeled gravity was interpolated from observed gravity values.
 FF1584
 FF1584;                    North         East    Units  Estimated Accuracy
 FF1584;SPC AR N     -   167,380.      413,650.      MT  (+/- 180 meters Scaled)
 FF1584
 FF1584                          SUPERSEDED SURVEY CONTROL
 FF1584
 FF1584  NGVD 29 (??/??/??)   91.797  (m)          301.17   (f) ADJUSTED    2 0
 FF1584
 FF1584.Superseded values are not recommended for survey control.
 FF1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1584.See file dsdata.txt to determine how the superseded data were derived.
 FF1584
 FF1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV039670(NAD 83)
 FF1584_MARKER: DD = SURVEY DISK
 FF1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1584_STAMPING: BM 1-9-5
 FF1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1584+STABILITY: SURFACE MOTION
 FF1584
 FF1584  HISTORY     - Date     Condition        Report By
 FF1584  HISTORY     - UNK      MONUMENTED       DOD
 FF1584  HISTORY     - 1934     GOOD             CGS
 FF1584
 FF1584                          STATION DESCRIPTION
 FF1584
 FF1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1584'8.7 MI SE FROM GUION.
 FF1584'IN INDEPENDENCE COUNTY, ABOUT 8.7 MILES SOUTHEAST ALONG THE
 FF1584'MISSOURI PACIFIC RAILROAD FROM THE SILICA PRODUCTS CO. PLANT
 FF1584'AT GUION, IZARD COUNTY, AT THE SIDING AT WALLS FERRY, INDEPENDENCE
 FF1584'COUNTY, 18 FEET EAST OF THE TWENTIETH POLE NORTHWEST OF MILEPOST
 FF1584'303, 66 FEET SOUTH OF BRIDGE 23, AND 24 FEET EAST OF THE CENTER
 FF1584'LINE OF THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 FF1584'DISK, STAMPED B.M. 1-9-5 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1254 ***********************************************************************
 FF1254  DESIGNATION -  IBEX
 FF1254  PID         -  FF1254
 FF1254  STATE/COUNTY-  AR/WOODRUFF
 FF1254  USGS QUAD   -  COTTON PLANT (1993)
 FF1254
 FF1254                         *CURRENT SURVEY CONTROL
 FF1254  ___________________________________________________________________
 FF1254* NAD 83(1986)-  35 03 20.     (N)    091 20 15.     (W)     SCALED    
 FF1254* NAVD 88     -        57.856  (meters)     189.82   (feet)  ADJUSTED  
 FF1254  ___________________________________________________________________
 FF1254  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF1254  DYNAMIC HT  -          57.803 (meters)     189.64  (feet)  COMP
 FF1254  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 FF1254
 FF1254  VERT ORDER  -  SECOND    CLASS 0
 FF1254
 FF1254.The horizontal coordinates were scaled from a topographic map and have
 FF1254.an estimated accuracy of +/- 6 seconds.
 FF1254
 FF1254.The orthometric height was determined by differential leveling
 FF1254.and adjusted by the National Geodetic Survey in June 1991..
 FF1254
 FF1254.The geoid height was determined by GEOID03.
 FF1254
 FF1254.The dynamic height is computed by dividing the NAVD 88
 FF1254.geopotential number by the normal gravity value computed on the
 FF1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1254.degrees latitude (g = 980.6199 gals.).
 FF1254
 FF1254.The modeled gravity was interpolated from observed gravity values.
 FF1254
 FF1254;                    North         East    Units  Estimated Accuracy
 FF1254;SPC AR N     -    80,330.      460,440.      MT  (+/- 180 meters Scaled)
 FF1254
 FF1254                          SUPERSEDED SURVEY CONTROL
 FF1254
 FF1254  NGVD 29 (??/??/??)   57.831  (m)          189.73   (f) ADJUSTED    2 0
 FF1254
 FF1254.Superseded values are not recommended for survey control.
 FF1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1254.See file dsdata.txt to determine how the superseded data were derived.
 FF1254
 FF1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU516804(NAD 83)
 FF1254_MARKER: DD = SURVEY DISK
 FF1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1254_STAMPING: IBEX 1934
 FF1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1254+STABILITY: SURFACE MOTION
 FF1254
 FF1254  HISTORY     - Date     Condition        Report By
 FF1254  HISTORY     - 1934     MONUMENTED       ARGS
 FF1254  HISTORY     - 1935     GOOD             CGS
 FF1254  HISTORY     - 1967     MARK NOT FOUND   USGS
 FF1254
 FF1254                          STATION DESCRIPTION
 FF1254
 FF1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1254'1.9 MI SE FROM DIXIE.
 FF1254'ABOUT 1.9 MILES SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1254'RAILWAY FROM THE STATION AT DIXIE, WOODRUFF COUNTY, IN THE S.W.
 FF1254'1/4, OF THE S.E. 1/4, SEC. 17, T. 5 N., R. 3 W., 37 FEET WEST
 FF1254'OF THE FIFTH POLE SOUTHEAST OF MILEPOST 300, ABOUT 105 FEET
 FF1254'SOUTHEAST OF THE CENTER OF A ROCK FILL DIRECTLY IN FRONT OF THE
 FF1254'COWMAN HOUSE, 14 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 FF1254'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STATE SURVEY STANDARD
 FF1254'DISK, STAMPED IBEX 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1254
 FF1254                          STATION RECOVERY (1967)
 FF1254
 FF1254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FF1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1465 ***********************************************************************
 EJ1465  DESIGNATION -  IBM P 2
 EJ1465  PID         -  EJ1465
 EJ1465  STATE/COUNTY-  AR/POLK
 EJ1465  USGS QUAD   -  BIG FORK (1980)
 EJ1465
 EJ1465                         *CURRENT SURVEY CONTROL
 EJ1465  ___________________________________________________________________
 EJ1465* NAD 83(1986)-  34 27 29.     (N)    093 57 44.     (W)     SCALED    
 EJ1465* NAVD 88     -       349.458  (meters)    1146.51   (feet)  ADJUSTED  
 EJ1465  ___________________________________________________________________
 EJ1465  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 EJ1465  DYNAMIC HT  -         349.088 (meters)    1145.30  (feet)  COMP
 EJ1465  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 EJ1465
 EJ1465  VERT ORDER  -  SECOND    CLASS 0
 EJ1465
 EJ1465.The horizontal coordinates were scaled from a topographic map and have
 EJ1465.an estimated accuracy of +/- 6 seconds.
 EJ1465
 EJ1465.The orthometric height was determined by differential leveling
 EJ1465.and adjusted by the National Geodetic Survey in June 1991..
 EJ1465
 EJ1465.The geoid height was determined by GEOID03.
 EJ1465
 EJ1465.The dynamic height is computed by dividing the NAVD 88
 EJ1465.geopotential number by the normal gravity value computed on the
 EJ1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1465.degrees latitude (g = 980.6199 gals.).
 EJ1465
 EJ1465.The modeled gravity was interpolated from observed gravity values.
 EJ1465
 EJ1465;                    North         East    Units  Estimated Accuracy
 EJ1465;SPC AR S     -   600,420.      219,720.      MT  (+/- 180 meters Scaled)
 EJ1465
 EJ1465                          SUPERSEDED SURVEY CONTROL
 EJ1465
 EJ1465  NGVD 29 (??/??/92)  349.386  (m)         1146.28   (f) ADJ UNCH    2 0
 EJ1465
 EJ1465.Superseded values are not recommended for survey control.
 EJ1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1465.See file dsdata.txt to determine how the superseded data were derived.
 EJ1465
 EJ1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU116133(NAD 83)
 EJ1465_MARKER: S = SPIKE
 EJ1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1465_SP_SET: TREE BASE
 EJ1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1465
 EJ1465  HISTORY     - Date     Condition        Report By
 EJ1465  HISTORY     - UNK      MONUMENTED       ARGS
 EJ1465  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1465
 EJ1465                          STATION DESCRIPTION
 EJ1465
 EJ1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1465'1.5 MI SE FROM BIG FORK.
 EJ1465'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE BUTCHERKNIFE CREEK
 EJ1465'BRIDGE AT BIG FORK, POLK COUNTY, THENCE 0.8 MI SOUTHWEST ALONG THE BIG
 EJ1465'FORK-ATHENS ROAD, NORTHEAST OF THE FOOT OF A HILL, AND IN THE BASE OF
 EJ1465'A TREE PAINTED 1145.4 FT.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1884 ***********************************************************************
 FF1884  DESIGNATION -  IDA
 FF1884  PID         -  FF1884
 FF1884  STATE/COUNTY-  AR/CLEBURNE
 FF1884  USGS QUAD   -  GREERS FERRY DAM (1973)
 FF1884
 FF1884                         *CURRENT SURVEY CONTROL
 FF1884  ___________________________________________________________________
 FF1884* NAD 83(1997)-  35 33 13.51044(N)    091 56 16.96594(W)     ADJUSTED  
 FF1884* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 FF1884  ___________________________________________________________________
 FF1884  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 FF1884  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF1884
 FF1884  HORZ ORDER  -  SECOND
 FF1884
 FF1884.The horizontal coordinates were established by classical geodetic methods
 FF1884.and adjusted by the National Geodetic Survey in September 1999..
 FF1884
 FF1884.The orthometric height was scaled from a topographic map.
 FF1884
 FF1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1884
 FF1884.The geoid height was determined by GEOID03.
 FF1884
 FF1884;                    North         East     Units Scale Factor Converg.
 FF1884;SPC AR N     -   135,396.830   405,616.933   MT  0.99993608   +0 02 09.8
 FF1884;SPC AR N     -   444,214.43  1,330,761.55   sFT  0.99993608   +0 02 09.8
 FF1884;UTM  15      - 3,934,973.656   596,249.485   MT  0.99971416   +0 37 03.1
 FF1884
 FF1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1884!SPC AR N     -   0.99994919  x   0.99993608  =   0.99988528
 FF1884!UTM  15      -   0.99994919  x   0.99971416  =   0.99966337
 FF1884
 FF1884|---------------------------------------------------------------------|
 FF1884| PID    Reference Object                     Distance      Geod. Az  |
 FF1884|                                                           dddmmss.s |
 FF1884| CI1717 IDA RM 2                             21.202 METERS 02731     |
 FF1884| CI1716 IDA RM 1                             20.736 METERS 16631     |
 FF1884| CI1715 IDA AZ MK                                          2965519.2 |
 FF1884|---------------------------------------------------------------------|
 FF1884
 FF1884                          SUPERSEDED SURVEY CONTROL
 FF1884
 FF1884  NAD 83(1986)-  35 33 13.52263(N)    091 56 16.96493(W) AD(       ) 2
 FF1884  NAD 27      -  35 33 13.24400(N)    091 56 16.43700(W) AD(       ) 2
 FF1884
 FF1884.Superseded values are not recommended for survey control.
 FF1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1884.See file dsdata.txt to determine how the superseded data were derived.
 FF1884
 FF1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9624934974(NAD 83)
 FF1884_MARKER: DS = TRIANGULATION STATION DISK
 FF1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1884_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1884
 FF1884  HISTORY     - Date     Condition        Report By
 FF1884  HISTORY     - 1954     MONUMENTED       CGS
 FF1884
 FF1884                          STATION DESCRIPTION
 FF1884
 FF1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1884'THE STATION IS IN SECTION 26, T 11 N, R 9 W, ON LAND OWNED
 FF1884'BY MISS MAE LOGAN, ON A LOW TIMBERED KNOB ABOUT 5-1/2 MILES
 FF1884'EAST AND 4-1/2 MILES NORTH OF HEBER SPRINGS, 1/2 MILES SOUTH
 FF1884'OF THE IDA STORE AND POST OFFICE, 27 FEET SOUTH OF A 18-INCH
 FF1884'OAK TREE, 15 FEET NORTH-NORTHEAST OF A 10-INCH TRIANGULAR
 FF1884'BLAZED PINE TREE AND 9 FEET NORTH-NORTHEAST OF A WHITE 4
 FF1884'IN X 4 IN WITNESS POST.
 FF1884'
 FF1884'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FF1884'25 AND 110 ONE BLOCK EAST OF THE NORTHEAST CORNER OF THE SQUARE
 FF1884'IN HEBER SPRINGS, GO NORTH ON STATE HIGHWAY 25 FOR 6.8 MILES TO
 FF1884'A CEMETERY ON THE RIGHT, CONTINUE NORTHEASTERLY ON THE HIGHWAY
 FF1884'FOR 2.5 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON THE
 FF1884'HIGHWAY FOR 0.6 MILE TO A REVERSE ROAD FORK ON THE RIGHT,
 FF1884'TURN SHARP RIGHT (SOUTH) AND GO FOR 0.15 MILE TO A DIM WOODS
 FF1884'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST FOR 0.05 MILE
 FF1884'TO A FORK JUST AFTER PASSING UNDER POWER LINE, TAKE LEFT FORK
 FF1884'(SOUTH) AND CONTINUE FOR 0.2 MILE TO THE END OF WOODS ROAD,
 FF1884'CONTINUE SOUTHERLY FOR 0.05 MILE TO THE STATION AS
 FF1884'DESCRIBED.
 FF1884'
 FF1884'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1884'IDA 1954.
 FF1884'
 FF1884'REFERENCE MARK 1 IS 52 FEET SOUTH OF THE TRIANGULAR BLAZED
 FF1884'PINE TREE AND 3 FEET NORTH-NORTHEAST OF AN 18-INCH PINE STUMP.
 FF1884'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED IDA NO
 FF1884'1 1954.
 FF1884'
 FF1884'REFERENCE MARK 2 IS 12 FEET SOUTHEAST OF AN 18-INCH OAK SNAG
 FF1884'AND 8 FEET NORTHWEST OF THE CENTER OF A DIM WOODS ROAD.  THE
 FF1884'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED IDA NO 2 1954.
 FF1884'
 FF1884'THE AZIMUTH MARK IS 60 FEET NORTH-NORTHWEST OF THE CENTER
 FF1884'OF STATE HIGHWAY 25, 6 FEET EAST OF A POWERLINE POLE AND
 FF1884'4 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 FF1884'PROJECTS 3 INCHES AND THE DISK IS STAMPED IDA 1954.
 FF1884'
 FF1884'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 FF1884'POSTS.
 FF1884'
 FF1884'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1251 ***********************************************************************
 FF1251  DESIGNATION -  IDEA
 FF1251  PID         -  FF1251
 FF1251  STATE/COUNTY-  AR/WOODRUFF
 FF1251  USGS QUAD   -  COTTON PLANT (1993)
 FF1251
 FF1251                         *CURRENT SURVEY CONTROL
 FF1251  ___________________________________________________________________
 FF1251* NAD 83(1986)-  35 00 05.     (N)    091 15 23.     (W)     SCALED    
 FF1251* NAVD 88     -        58.131  (meters)     190.72   (feet)  ADJUSTED  
 FF1251  ___________________________________________________________________
 FF1251  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FF1251  DYNAMIC HT  -          58.078 (meters)     190.54  (feet)  COMP
 FF1251  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FF1251
 FF1251  VERT ORDER  -  SECOND    CLASS 0
 FF1251
 FF1251.The horizontal coordinates were scaled from a topographic map and have
 FF1251.an estimated accuracy of +/- 6 seconds.
 FF1251
 FF1251.The orthometric height was determined by differential leveling
 FF1251.and adjusted by the National Geodetic Survey in June 1991..
 FF1251
 FF1251.The geoid height was determined by GEOID03.
 FF1251
 FF1251.The dynamic height is computed by dividing the NAVD 88
 FF1251.geopotential number by the normal gravity value computed on the
 FF1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1251.degrees latitude (g = 980.6199 gals.).
 FF1251
 FF1251.The modeled gravity was interpolated from observed gravity values.
 FF1251
 FF1251;                    North         East    Units  Estimated Accuracy
 FF1251;SPC AR N     -    74,370.      467,880.      MT  (+/- 180 meters Scaled)
 FF1251
 FF1251                          SUPERSEDED SURVEY CONTROL
 FF1251
 FF1251  NGVD 29 (??/??/??)   58.111  (m)          190.65   (f) ADJUSTED    2 0
 FF1251
 FF1251.Superseded values are not recommended for survey control.
 FF1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1251.See file dsdata.txt to determine how the superseded data were derived.
 FF1251
 FF1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU591745(NAD 83)
 FF1251_MARKER: DD = SURVEY DISK
 FF1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1251_STAMPING: IDEA 1934
 FF1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1251+STABILITY: SURFACE MOTION
 FF1251
 FF1251  HISTORY     - Date     Condition        Report By
 FF1251  HISTORY     - 1934     MONUMENTED       ARGS
 FF1251  HISTORY     - 1935     GOOD             CGS
 FF1251  HISTORY     - 1967     MARK NOT FOUND   USGS
 FF1251
 FF1251                          STATION DESCRIPTION
 FF1251
 FF1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1251'AT COTTON PLANT.
 FF1251'AT COTTON PLANT, WOODRUFF COUNTY, ABOUT 700 FEET EAST OF THE
 FF1251'MISSOURI AND NORTH ARKANSAS RAILWAY STATION, ABOUT 154 FEET
 FF1251'EAST OF MILEPOST 306, ABOUT 125 FEET SOUTHEAST OF THE CENTER OF
 FF1251'THE CROSSING OF STATE HIGHWAY 17, AND 14 FEET SOUTH OF THE
 FF1251'CENTER LINE OF THE MAIN-LINE TRACK.  A STATE SURVEY STANDARD
 FF1251'DISK, STAMPED IDEA 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1251
 FF1251                          STATION RECOVERY (1967)
 FF1251
 FF1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FF1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1288 ***********************************************************************
 EH1288  DESIGNATION -  IDLE
 EH1288  PID         -  EH1288
 EH1288  STATE/COUNTY-  AR/WOODRUFF
 EH1288  USGS QUAD   -  BRINKLEY (1971)
 EH1288
 EH1288                         *CURRENT SURVEY CONTROL
 EH1288  ___________________________________________________________________
 EH1288* NAD 83(1986)-  34 59 05.     (N)    091 13 44.     (W)     SCALED    
 EH1288* NAVD 88     -        56.976  (meters)     186.93   (feet)  ADJUSTED  
 EH1288  ___________________________________________________________________
 EH1288  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH1288  DYNAMIC HT  -          56.924 (meters)     186.76  (feet)  COMP
 EH1288  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 EH1288
 EH1288  VERT ORDER  -  SECOND    CLASS 0
 EH1288
 EH1288.The horizontal coordinates were scaled from a topographic map and have
 EH1288.an estimated accuracy of +/- 6 seconds.
 EH1288
 EH1288.The orthometric height was determined by differential leveling
 EH1288.and adjusted by the National Geodetic Survey in June 1991..
 EH1288
 EH1288.The geoid height was determined by GEOID03.
 EH1288
 EH1288.The dynamic height is computed by dividing the NAVD 88
 EH1288.geopotential number by the normal gravity value computed on the
 EH1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1288.degrees latitude (g = 980.6199 gals.).
 EH1288
 EH1288.The modeled gravity was interpolated from observed gravity values.
 EH1288
 EH1288;                    North         East    Units  Estimated Accuracy
 EH1288;SPC AR N     -    72,540.      470,410.      MT  (+/- 180 meters Scaled)
 EH1288
 EH1288                          SUPERSEDED SURVEY CONTROL
 EH1288
 EH1288  NGVD 29 (??/??/??)   56.960  (m)          186.88   (f) ADJUSTED    2 0
 EH1288
 EH1288.Superseded values are not recommended for survey control.
 EH1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1288.See file dsdata.txt to determine how the superseded data were derived.
 EH1288
 EH1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU616727(NAD 83)
 EH1288_MARKER: DD = SURVEY DISK
 EH1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1288_STAMPING: IDLE 1934
 EH1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1288+STABILITY: SURFACE MOTION
 EH1288
 EH1288  HISTORY     - Date     Condition        Report By
 EH1288  HISTORY     - 1934     MONUMENTED       ARGS
 EH1288
 EH1288                          STATION DESCRIPTION
 EH1288
 EH1288'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH1288'1.8 MI SE FROM COTTON PLANT.
 EH1288'ABOUT 1.8 MILES SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 EH1288'RAILWAY FROM THE STATION AT COTTON PLATN, WOODRUFF COUNTY, IN THE S.E.
 EH1288'1/4, OF THE N.E. 1/4, OF SEC. 8, T. 4 N., R. 2 W., ABOUT 75 FEET WEST
 EH1288'OF THE MONROE-WOODRUFF COUNTY LINE MONUMENT, 30 FEET SOUTH OF MILEPOST
 EH1288'308, 34 FEET EAST OF THE CENTER OF A DIRT-ROAD CROSSING, 14 FEET NORTH
 EH1288'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.5 FEET LOWER THAN THE TOP
 EH1288'OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED IDLE 1934 AND SET
 EH1288'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0011 ***********************************************************************
 EJ0011  DESIGNATION -  II
 EJ0011  PID         -  EJ0011
 EJ0011  STATE/COUNTY-  AR/PULASKI
 EJ0011  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0011
 EJ0011                         *CURRENT SURVEY CONTROL
 EJ0011  ___________________________________________________________________
 EJ0011* NAD 83(1986)-  34 51 48.     (N)    092 21 47.     (W)     SCALED    
 EJ0011* NAVD 88     -        81.976  (meters)     268.95   (feet)  ADJUSTED  
 EJ0011  ___________________________________________________________________
 EJ0011  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ0011  DYNAMIC HT  -          81.899 (meters)     268.70  (feet)  COMP
 EJ0011  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 EJ0011
 EJ0011  VERT ORDER  -  SECOND    CLASS 0
 EJ0011
 EJ0011.The horizontal coordinates were scaled from a topographic map and have
 EJ0011.an estimated accuracy of +/- 6 seconds.
 EJ0011
 EJ0011.The orthometric height was determined by differential leveling
 EJ0011.and adjusted by the National Geodetic Survey in June 1991..
 EJ0011
 EJ0011.The geoid height was determined by GEOID03.
 EJ0011
 EJ0011.The dynamic height is computed by dividing the NAVD 88
 EJ0011.geopotential number by the normal gravity value computed on the
 EJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0011.degrees latitude (g = 980.6199 gals.).
 EJ0011
 EJ0011.The modeled gravity was interpolated from observed gravity values.
 EJ0011
 EJ0011;                    North         East    Units  Estimated Accuracy
 EJ0011;SPC AR S     -   643,710.      366,800.      MT  (+/- 180 meters Scaled)
 EJ0011
 EJ0011                          SUPERSEDED SURVEY CONTROL
 EJ0011
 EJ0011  NGVD 29 (??/??/92)   82.044  (m)          269.17   (f) ADJ UNCH    2 0
 EJ0011
 EJ0011.Superseded values are not recommended for survey control.
 EJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0011.See file dsdata.txt to determine how the superseded data were derived.
 EJ0011
 EJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU582580(NAD 83)
 EJ0011_MARKER: Z = SEE DESCRIPTION
 EJ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0011_MARK LOGO: CGS   
 EJ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0011+STABILITY: SURFACE MOTION
 EJ0011
 EJ0011  HISTORY     - Date     Condition        Report By
 EJ0011  HISTORY     - UNK      MONUMENTED       CGS
 EJ0011  HISTORY     - 1934     GOOD             NGS
 EJ0011  HISTORY     - 1984     POOR             NGS
 EJ0011  HISTORY     - 1989     POOR             USPSQD
 EJ0011  HISTORY     - 1990     POOR             USPSQD
 EJ0011
 EJ0011                          STATION DESCRIPTION
 EJ0011
 EJ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ0011'IN MARCHE.
 EJ0011'AT MARCHE, PULASKI COUNTY, 156 FEET EAST OF THE EAST CORNER OF THE
 EJ0011'MISSOURI PACIFIC RAILROAD STATION, 120 FEET SOUTHEAST OF THE SOUTH
 EJ0011'CORNER OF THE MAX MALACHOWSKI BRICK STORE, 32 FEET SOUTH OF THE SOUTH
 EJ0011'CORNER OF THE MALACHOWSKI RESIDENCE, 34 FEET SOUTHEAST OF THE
 EJ0011'SOUTHEAST END OF THE SOUTHWEST ENTRANCE GATE, AND 5 FEET NORTHEAST OF
 EJ0011'A FENCE PARALLELING THE TRACK.  THE BOTTOM OF A SQUARE HOLE, MARKED II
 EJ0011'AND FLANKED BY THE LETTERS USBM IN THE TOP OF A STONE POST.  THE MARK
 EJ0011'IS IN THE SOUTHWEST PART OF THE MALACHOWSKI FRONT YARD, AND JUST UNDER
 EJ0011'THE GRASS OF THE LAWN.
 EJ0011
 EJ0011                          STATION RECOVERY (1984)
 EJ0011
 EJ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0011'RECOVERED IN POOR CONDITION.  NOT SUITABLE FOR LEVELS, SO NOT LEVELED
 EJ0011'TO THIS SURVEY.  THE BOTTOM OF A SQUARE HOLE IN TOP OF A STONE POST,
 EJ0011'THE PROPERTY IS NOW THE BURLAND RESIDENCE.
 EJ0011
 EJ0011                          STATION RECOVERY (1989)
 EJ0011
 EJ0011'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0011'MARK RECOVERED IN POOR CONDITION.
 EJ0011
 EJ0011                          STATION RECOVERY (1990)
 EJ0011
 EJ0011'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ0011'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0859 ***********************************************************************
 GE0859  DESIGNATION -  IMBODEN
 GE0859  PID         -  GE0859
 GE0859  STATE/COUNTY-  AR/RANDOLPH
 GE0859  USGS QUAD   -  IMBODEN (1981)
 GE0859
 GE0859                         *CURRENT SURVEY CONTROL
 GE0859  ___________________________________________________________________
 GE0859* NAD 83(1997)-  36 13 28.93569(N)    091 08 58.99065(W)     ADJUSTED  
 GE0859* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 GE0859  ___________________________________________________________________
 GE0859  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GE0859  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GE0859
 GE0859  HORZ ORDER  -  THIRD
 GE0859
 GE0859.The horizontal coordinates were established by classical geodetic methods
 GE0859.and adjusted by the National Geodetic Survey in September 1999..
 GE0859
 GE0859.The orthometric height was scaled from a topographic map.
 GE0859
 GE0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0859
 GE0859.The geoid height was determined by GEOID03.
 GE0859
 GE0859;                    North         East     Units Scale Factor Converg.
 GE0859;SPC AR N     -   210,168.573   476,445.258   MT  0.99999831   +0 29 41.2
 GE0859;SPC AR N     -   689,528.06  1,563,137.48   sFT  0.99999831   +0 29 41.2
 GE0859;UTM  15      - 4,010,459.030   666,295.802   MT  0.99994074   +1 05 37.2
 GE0859
 GE0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0859!SPC AR N     -   0.99998292  x   0.99999831  =   0.99998123
 GE0859!UTM  15      -   0.99998292  x   0.99994074  =   0.99992366
 GE0859
 GE0859:                Primary Azimuth Mark                     Grid Az
 GE0859:SPC AR N     -  IMBODEN AZ MK                            079 45 26.4
 GE0859:UTM  15      -  IMBODEN AZ MK                            079 09 30.4
 GE0859
 GE0859|---------------------------------------------------------------------|
 GE0859| PID    Reference Object                     Distance      Geod. Az  |
 GE0859|                                                           dddmmss.s |
 GE0859| CI1718 IMBODEN AZ MK                                      0801507.6 |
 GE0859| CI1719 IMBODEN RM 1                         21.368 METERS 08457     |
 GE0859| CI1720 IMBODEN RM 2                         29.007 METERS 16404     |
 GE0859|---------------------------------------------------------------------|
 GE0859
 GE0859                          SUPERSEDED SURVEY CONTROL
 GE0859
 GE0859  NAD 83(1986)-  36 13 28.94642(N)    091 08 58.98988(W) AD(       ) 3
 GE0859  NAD 27      -  36 13 28.69840(N)    091 08 58.53750(W) AD(       ) 3
 GE0859
 GE0859.Superseded values are not recommended for survey control.
 GE0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0859.See file dsdata.txt to determine how the superseded data were derived.
 GE0859
 GE0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6629610459(NAD 83)
 GE0859_MARKER: DS = TRIANGULATION STATION DISK
 GE0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0859
 GE0859  HISTORY     - Date     Condition        Report By
 GE0859  HISTORY     - 1955     MONUMENTED       CGS
 GE0859
 GE0859                          STATION DESCRIPTION
 GE0859
 GE0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0859'THE STATION IS LOCATED ON THE PROPERTY OF MR. ALVIN CUDE, ABOUT
 GE0859'6 MILES EAST OF RAVENDEN, 2-1/4 MILES NORTHEAST OF IMBODEN,
 GE0859'54 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 62, 21 FEET
 GE0859'WEST OF A TELEPHONE POLE AND 6 FEET SOUTH OF A 4 X 4 INCH
 GE0859'WHITE WITNESS POST.
 GE0859'
 GE0859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 63
 GE0859'AND 62 IN IMBODEN, GO NORTHEAST ON HIGHWAY 62 FOR 2.2 MILES
 GE0859'TO THE STATION ON THE LEFT, CONTINUE ON THE HIGHWAY FOR
 GE0859'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GE0859'
 GE0859'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE0859'IMBODEN 1955.
 GE0859'
 GE0859'REFERENCE MARK 1 IS 51 FEET NORTHEAST OF THE TELEPHONE POLE AND
 GE0859'41 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY.  THE MARK
 GE0859'PROJECTS 3 INCHES AND THE DISK IS STAMPED IMBODEN NO 1 1955.
 GE0859'
 GE0859'REFERENCE MARK 2 IS 41 FEET SOUTHEAST OF THE CENTER OF THE
 GE0859'HIGHWAY AND 2 FEET NORTHWEST OF A FENCE.  THE MARK PROJECTS
 GE0859'4 INCHES AND THE DISK IS STAMPED IMBODEN NO 2 1955.
 GE0859'
 GE0859'THE AZIMUTH MARK IS 44 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GE0859'62, 15 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 3 FEET
 GE0859'WEST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 GE0859'3 INCHES AND THE DISK IS STAMPED IMBODEN 1955.
 GE0859'
 GE0859'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0858 ***********************************************************************
 GE0858  DESIGNATION -  IMBODEN LOOKOUT TOWER 14 3
 GE0858  PID         -  GE0858
 GE0858  STATE/COUNTY-  AR/LAWRENCE
 GE0858  USGS QUAD   -  IMBODEN (1981)
 GE0858
 GE0858                         *CURRENT SURVEY CONTROL
 GE0858  ___________________________________________________________________
 GE0858* NAD 83(1997)-  36 09 57.17710(N)    091 12 11.93557(W)     ADJUSTED  
 GE0858* NAVD 88     -                                                        
 GE0858  ___________________________________________________________________
 GE0858  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 GE0858  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GE0858
 GE0858  HORZ ORDER  -  THIRD
 GE0858
 GE0858.The horizontal coordinates were established by classical geodetic methods
 GE0858.and adjusted by the National Geodetic Survey in September 1999..
 GE0858
 GE0858
 GE0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0858
 GE0858.The geoid height was determined by GEOID03.
 GE0858
 GE0858;                    North         East     Units Scale Factor Converg.
 GE0858;SPC AR N     -   203,601.510   471,679.595   MT  0.99998736   +0 27 48.9
 GE0858;SPC AR N     -   667,982.62  1,547,502.14   sFT  0.99998736   +0 27 48.9
 GE0858;UTM  15      - 4,003,843.001   661,599.216   MT  0.99992177   +1 03 37.8
 GE0858
 GE0858                          SUPERSEDED SURVEY CONTROL
 GE0858
 GE0858  NAD 83(1986)-  36 09 57.18772(N)    091 12 11.93491(W) AD(       ) 4
 GE0858  NAD 27      -  36 09 56.93600(N)    091 12 11.47300(W) AD(       ) 3
 GE0858
 GE0858.Superseded values are not recommended for survey control.
 GE0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0858.See file dsdata.txt to determine how the superseded data were derived.
 GE0858
 GE0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6159903843(NAD 83)
 GE0858_MARKER: 57 = LOOKOUT TOWER
 GE0858
 GE0858  HISTORY     - Date     Condition        Report By
 GE0858  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0858
 GE0858                          STATION DESCRIPTION
 GE0858
 GE0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0858'THE TOWER IS LOCATED ON A HIGH POINT ABOUT 3 MILES SOUTHWEST
 GE0858'OF IMBODEN.  IT IS A 4 LEGGED WOODEN STRUCTURE SUPPORTING
 GE0858'AN 8 FOOT SQUARE WOODEN BUILDING WHICH IS ABOUT 8 FEET HIGH
 GE0858'AND HAS A POINTED ROOF.  THE OVERALL HEIGHT IS ABOUT 115 FEET.
 GE0858'
 GE0858'TO REACH THE TOWER FROM THE JUNCTION OF U.S. HIGHWAYS 62
 GE0858'AND 63 IN IMBODEN, GO WEST ON U.S. HIGHWAY 63 FOR 0.5 MILE
 GE0858'TO STATE HIGHWAY 115.  TURN LEFT AND GO SOUTHERLY ON STATE
 GE0858'HIGHWAY 115 FOR 5.3 MILES TO A T-ROAD LEFT.  TURN LEFT AND
 GE0858'GO EASTERLY FOR 0.9 MILE TO A T-ROAD LEFT, TURN LEFT AND
 GE0858'FOLLOW A TRACK ROAD NORTHERLY FOR 2.0 MILES TO THE TOWER
 GE0858'AS DESCRIBED.
 GE0858'
 GE0858'THE TOP AND CENTER OF THE ROOF OF THE SMALL BUILDING WAS
 GE0858'OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1032 ***********************************************************************
 DM1032  DESIGNATION -  INDEX
 DM1032  PID         -  DM1032
 DM1032  STATE/COUNTY-  AR/MILLER
 DM1032  USGS QUAD   -  OGDEN (1975)
 DM1032
 DM1032                         *CURRENT SURVEY CONTROL
 DM1032  ___________________________________________________________________
 DM1032* NAD 83(1997)-  33 32 34.89877(N)    094 02 35.17202(W)     ADJUSTED  
 DM1032* NAVD 88     -        83.025  (meters)     272.39   (feet)  ADJUSTED  
 DM1032  ___________________________________________________________________
 DM1032  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DM1032  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1032  DYNAMIC HT  -          82.937 (meters)     272.10  (feet)  COMP
 DM1032  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 DM1032
 DM1032  HORZ ORDER  -  SECOND
 DM1032  VERT ORDER  -  FIRST     CLASS I
 DM1032
 DM1032.The horizontal coordinates were established by classical geodetic methods
 DM1032.and adjusted by the National Geodetic Survey in September 1999..
 DM1032
 DM1032.The orthometric height was determined by differential leveling
 DM1032.and adjusted by the National Geodetic Survey in June 1991..
 DM1032
 DM1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1032
 DM1032.The geoid height was determined by GEOID03.
 DM1032
 DM1032.The dynamic height is computed by dividing the NAVD 88
 DM1032.geopotential number by the normal gravity value computed on the
 DM1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1032.degrees latitude (g = 980.6199 gals.).
 DM1032
 DM1032.The modeled gravity was interpolated from observed gravity values.
 DM1032
 DM1032;                    North         East     Units Scale Factor Converg.
 DM1032;SPC AR S     -   499,093.079   210,264.755   MT  0.99995500   -1 08 36.6
 DM1032;SPC AR S     - 1,637,441.21    689,843.62   sFT  0.99995500   -1 08 36.6
 DM1032;SPC TXNC     - 2,216,851.277 1,013,779.467   MT  0.99990930   +2 25 50.8
 DM1032;SPC TXNC     - 7,273,119.56  3,326,041.47   sFT  0.99990930   +2 25 50.8
 DM1032;UTM  15      - 3,711,976.788   403,156.817   MT  0.99971562   -0 34 35.1
 DM1032
 DM1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1032!SPC AR S     -   0.99999120  x   0.99995500  =   0.99994620
 DM1032!SPC TXNC     -   0.99999120  x   0.99990930  =   0.99990050
 DM1032!UTM  15      -   0.99999120  x   0.99971562  =   0.99970682
 DM1032
 DM1032|---------------------------------------------------------------------|
 DM1032| PID    Reference Object                     Distance      Geod. Az  |
 DM1032|                                                           dddmmss.s |
 DM1032| DM1033 INDEX RM 1                           23.347 METERS 04223     |
 DM1032| CX5980 511+06.0 91                                        0522249.7 |
 DM1032| DM1031 INDEX RM 3                            8.187 METERS 11344     |
 DM1032| DM1204 HOLLAND                             APPROX.10.2 KM 2063349.9 |
 DM1032| CX6530 INDEX RM 2                           18.433 METERS 30506     |
 DM1032|---------------------------------------------------------------------|
 DM1032
 DM1032                          SUPERSEDED SURVEY CONTROL
 DM1032
 DM1032  NAD 83(1997)-  33 32 34.90415(N)    094 02 35.16781(W) AD(       ) 2
 DM1032  NAD 83(1997)-  33 32 34.90425(N)    094 02 35.16629(W) AD(       ) 2
 DM1032  NAD 83(1986)-  33 32 34.90551(N)    094 02 35.16017(W) AD(       ) 2
 DM1032  NAD 27      -  33 32 34.46400(N)    094 02 34.47600(W) AD(       ) 2
 DM1032  NGVD 29 (??/??/??)   83.041  (m)          272.44   (f) ADJUSTED    1 1
 DM1032
 DM1032.Superseded values are not recommended for survey control.
 DM1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1032.See file dsdata.txt to determine how the superseded data were derived.
 DM1032
 DM1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0315711977(NAD 83)
 DM1032_MARKER: DS = TRIANGULATION STATION DISK
 DM1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1032_SP_SET: CONCRETE POST
 DM1032_STAMPING: INDEX 1951
 DM1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1032+STABILITY: SURFACE MOTION
 DM1032
 DM1032  HISTORY     - Date     Condition        Report By
 DM1032  HISTORY     - 1951     MONUMENTED       CGS
 DM1032  HISTORY     - 1956     GOOD             CGS
 DM1032  HISTORY     - 1963     GOOD             CGS
 DM1032  HISTORY     - 1967     GOOD             BGAS
 DM1032  HISTORY     - 1969     GOOD             CGS
 DM1032  HISTORY     - 1975     GOOD             NGS
 DM1032  HISTORY     - 1977     GOOD             NGS
 DM1032  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1032
 DM1032                          STATION DESCRIPTION
 DM1032
 DM1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1032'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF TEXARKANA, ON
 DM1032'THE GROUNDS OF THE ST. JOHNS BAPTIST CHURCH, ABOUT 100 YARDS
 DM1032'EAST OF THE TEXAS-ARKANSAS STATE LINE, 120 FEET SOUTH OF THE
 DM1032'SOUTHWEST CORNER OF THE CHURCH, AND 77 FEET WEST OF THE CENTER
 DM1032'OF U.S. HIGHWAY 71.
 DM1032'
 DM1032'TO REACH THE STATION FROM THE STATE LINE AND SEVENTH STREET
 DM1032'IN TEXARKANA, GO NORTH ON U.S. HIGHWAY 71 FOR 8.05 MILES
 DM1032'TO A COTTON GIN ON THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY
 DM1032'0.15 MILE TO THE STATION AND THE CHURCH ON THE LEFT.
 DM1032'
 DM1032'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DM1032'HIGHWAY 71 FOR 0.3 MILE TO A DIRT ROAD RIGHT.  TURN RIGHT
 DM1032'AND GO EAST ON THE DIRT ROAD 0.3 MILE TO THE MARK ON THE
 DM1032'LEFT.
 DM1032'
 DM1032'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DM1032'INDEX 1951.
 DM1032'
 DM1032'REFERENCE MARK NO. 1 IS 49 FEET WEST OF THE CENTER OF THE
 DM1032'HIGHWAY.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 DM1032'INDEX NO 1 1951.
 DM1032'
 DM1032'REFERENCE MARK NO. 2 IS 3 FEET NORTHWEST OF A FENCE CORNER.
 DM1032'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED INDEX NO
 DM1032'2 1951.
 DM1032'
 DM1032'NO. 91 (USE) IS ON THE SOUTHWEST EDGE OF A LEVEE, 33 FEET
 DM1032'NORTHEAST OF A FENCE CORNER, AND 48 FEET NORTH OF THE CENTER
 DM1032'OF A DIRT ROAD.  THE MARK IS A BRONZE DISK OF THE UNITED
 DM1032'STATES ENGINEER DEPARTMENT SET IN THE TOP OF A 5-INCH CONCRETE
 DM1032'CYLINDER THAT PROJECTS 1 INCH.  THE DISK IS STAMPED 511 +
 DM1032'06.0 91 1950 N.O.
 DM1032'
 DM1032'THE STATION AND THE REFERENCE MARKS ARE STANDARD DISKS SET
 DM1032'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DM1032'
 DM1032'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DM1032
 DM1032                          STATION RECOVERY (1956)
 DM1032
 DM1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1032'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1032'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1032'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1032
 DM1032                          STATION RECOVERY (1963)
 DM1032
 DM1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DM1032'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 DM1032'GOOD CONDITION.  THE AZIMUTH MARK (NO. 91 U.S.E.) WAS NOT
 DM1032'RECOVERED.
 DM1032'
 DM1032'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DM1032'FOR RECOVERY.
 DM1032
 DM1032                          STATION RECOVERY (1967)
 DM1032
 DM1032'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DM1032'INDEX 1951-GOOD
 DM1032'
 DM1032'INDEX NO 1 1951-GOOD
 DM1032'
 DM1032'INDEX NO 2 1951-NOT RECOVERED
 DM1032'
 DM1032'NO. 91 (U.S.E.) (AZ. MK.)-DESTROYED
 DM1032'
 DM1032'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND
 DM1032'R.M. 1 WERE FOUND IN GOOD CONDITION.  A GRADED ROAD HAS BEEN
 DM1032'CUT THROUGH WHERE R.M. 2 SHOULD BE AND IT WAS PROBABLY DESTROYED
 DM1032'AT THIS TIME.
 DM1032'
 DM1032'NO. 91 (U.S.E.) WAS FOUND BROKEN OFF AND LAYING ON TOP OF
 DM1032'THE LEVEE.
 DM1032'
 DM1032'DISTANCES AND DIRECTIONS FOR LOCATING THE STATION ARE ADEQUATE.
 DM1032'TEXARKANA, RADIO STATION KCMC - FM, TOWER (NOW KCMC T.V. TOWER)
 DM1032'CAN BE USED AS AN AZIMUTH.
 DM1032
 DM1032                          STATION RECOVERY (1969)
 DM1032
 DM1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DM1032'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 DM1032'CONDITION.  THE TOP PORTION OF REFERENCE MARK 2 WAS FOUND GONE.
 DM1032'NO. 91 (USE) WAS FOUND UPROOTED AND ON ITS SIDE AND SHOULD
 DM1032'BE CONSIDERED AS LOST.  THERE IS NO OBJECTS VISIBLE AT THIS
 DM1032'TIME TO ESTABLISH A NEW AZIMUTH MARK FROM.  A REFERENCE MARK
 DM1032'3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 DM1032'
 DM1032'LOCATED ABOUT 8 MILES NORTH OF TEXARKANA, 0.05 MILE NORTH
 DM1032'OF THE TEXAS-ARKANSAS STATE LINE, 120 FEET SOUTH OF THE
 DM1032'SOUTHWEST CORNER OF AND ON THE GROUNDS OF THE ST. JOHN BAPTIST
 DM1032'CHURCH, 80 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 71
 DM1032'AND 59, 33 FEET EAST OF A FENCE LINE AND 32 FEET NORTHWEST
 DM1032'OF A 24 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK
 DM1032'IS STAMPED INDEX 1951.
 DM1032'
 DM1032'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DM1032'30 AND U.S. HIGHWAY 71 AND 59 AT THE NORTH EDGE OF TEXARKANA,
 DM1032'GO NORTH ON HIGHWAY 71 AND 59 FOR 4.95 MILES TO THE
 DM1032'TEXAS-ARKANSAS STATE LINE.  CONTINUE NORTH ON THE HIGHWAY
 DM1032'FOR 0.05 MILE TO THE STATION ON THE LEFT.  0.65 MILE SOUTH
 DM1032'OF THE CENTER OF THE BRIDGE OVER THE RED RIVER.
 DM1032'
 DM1032'REFERENCE MARK 1 IS 61 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DM1032'OF THE CHURCH, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 DM1032'AND 15 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY.  THE
 DM1032'MONUMENT IS FLUSH AND THE DISK IS STAMPED INDEX NO 1 1951.
 DM1032'
 DM1032'REFERENCE MARK 3 IS 53 FEET WEST OF THE CENTERLINE OF THE
 DM1032'HIGHWAY, 18 FEET NORTH OF THE OAK TREE AND 8 FEET SOUTHWEST
 DM1032'OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 8 INCHES AND THE
 DM1032'DISK IS STAMPED INDEX 1951 NO 3 1969.
 DM1032'
 DM1032'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DM1032'
 DM1032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 DM1032'MILES NORTH OF TEXARKANA
 DM1032
 DM1032                          STATION RECOVERY (1975)
 DM1032
 DM1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DM1032'THE STATION WAS VISITED 2-27-75 AND THE STATION MARK, REFERENCE
 DM1032'MARK NO 1 AND REFERENCE MARK NO 3 WERE RECOVERED IN GOOD
 DM1032'CONDITION.  THE AZIMUTH MARK WAS PREVIOUSLY REPORTED DESTROYED.
 DM1032'THE STATION WAS NOT OCCUPIED AT THIS TIME.  A NEW DESCRIPTION
 DM1032'FOLLOWS--
 DM1032'
 DM1032'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF TEXARKANA,
 DM1032'0.05 MILE NORTH OF THE TEXAS-ARKANSAS STATE LINE ON STATE
 DM1032'HIGHWAY PROPERTY THAT IS USED AS A PROJECT OFFICE AREA.
 DM1032'
 DM1032'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DM1032'30 AND U.S. HIGHWAY 71 AND 59 AT THE NORTH EDGE OF
 DM1032'TEXARKANA, GO NORTH ON HIGHWAY 71 AND 59 FOR 4.95 MILES TO
 DM1032'THE TEXAS-ARKANSAS STATE LINE.  CONTINUE NORTH ON THE HIGHWAY
 DM1032'FOR 0.05 MILE TO THE STATION ON THE LEFT, 0.65 MILE SOUTH
 DM1032'OF THE CENTER OF THE BRIDGE OVER THE RED RIVER.
 DM1032'
 DM1032'THE STATION MARK IS A STANDARD TRIANGULATION MARK DISK,
 DM1032'STAMPED INDEX 1951 SET IN TOP OF A CONCRETE POST 10 INCHES
 DM1032'BELOW THE SURFACE OF THE GROUND.  IT IS 80 FEET WEST OF THE
 DM1032'CENTERLINE OF U.S. HIGHWAY 71, 33 FEET EAST OF A FENCELINE,
 DM1032'32 FEET NORTHWEST OF A 26 INCH OAK TREE, 28 FEET WEST OF
 DM1032'RIGHT-OF-WAY FENCE AND 27.5 FEET NORTH OF THE NORTHWEST
 DM1032'CORNER OF A SMALL METAL BUILDING (PROJECT OFFICE).
 DM1032'
 DM1032'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DM1032'INDEX NO 1 1951, SET IN THE TOP OF A SQUARE CONCRETE POST
 DM1032'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 76.60 FEET
 DM1032'NORTHEAST OF THE STATION MARK, 48 FEET WEST OF THE CENTERLINE
 DM1032'OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER OF A DRIVEWAY,
 DM1032'AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 DM1032'
 DM1032'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DM1032'INDEX 1951 NO 3 1969, SET IN THE TOP OF A ROUND CONCRETE
 DM1032'POST PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS 26.68 FEET
 DM1032'NORTHEAST OF THE STATION MARK, 53 FEET WEST OF THE CENTERLINE
 DM1032'OF THE HIGHWAY, 25.2 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DM1032'CORNER OF A SMALL METAL BUILDING, 18 FEET NORTH OF A 26 INCH
 DM1032'OAK TREE AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 DM1032'
 DM1032'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 DM1032'NO 3 IS 72.67 FEET.
 DM1032
 DM1032                          STATION RECOVERY (1977)
 DM1032
 DM1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DM1032'MANDEVILLE.
 DM1032'FROM THE JUNCTION OF US HIGHWAY 67 AND COUNTY ROAD 108, WHICH IS
 DM1032'1.9 MILES NORTHEAST OF MANDEVILLE, GO NORTHWEST ALONG COUNTY ROAD
 DM1032'108 FOR 7.3 MILES, THENCE 0.2 MILE NORTHEAST ALONG US HIGHWAY 71
 DM1032'AND STATE HIGHWAY 59, 79 FEET WEST OF THE CENTER OF HIGHWAY, 76
 DM1032'FEET SOUTHWEST OF RM 1, AND 27 FEET NORTHWEST OF RM 3.
 DM1032
 DM1032                          STATION RECOVERY (1997)
 DM1032
 DM1032'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1033 ***********************************************************************
 DM1033  DESIGNATION -  INDEX RM 1
 DM1033  PID         -  DM1033
 DM1033  STATE/COUNTY-  AR/MILLER
 DM1033  USGS QUAD   -  OGDEN (1975)
 DM1033
 DM1033                         *CURRENT SURVEY CONTROL
 DM1033  ___________________________________________________________________
 DM1033* NAD 83(1986)-  33 32 37.     (N)    094 02 34.     (W)     SCALED    
 DM1033* NAVD 88     -        83.194  (meters)     272.95   (feet)  ADJUSTED  
 DM1033  ___________________________________________________________________
 DM1033  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1033  DYNAMIC HT  -          83.106 (meters)     272.66  (feet)  COMP
 DM1033  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DM1033
 DM1033  VERT ORDER  -  FIRST     CLASS I
 DM1033
 DM1033.The horizontal coordinates were scaled from a topographic map and have
 DM1033.an estimated accuracy of +/- 6 seconds.
 DM1033
 DM1033.The orthometric height was determined by differential leveling
 DM1033.and adjusted by the National Geodetic Survey in June 1991..
 DM1033
 DM1033.The geoid height was determined by GEOID03.
 DM1033
 DM1033.The dynamic height is computed by dividing the NAVD 88
 DM1033.geopotential number by the normal gravity value computed on the
 DM1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1033.degrees latitude (g = 980.6199 gals.).
 DM1033
 DM1033.The modeled gravity was interpolated from observed gravity values.
 DM1033
 DM1033;                    North         East    Units  Estimated Accuracy
 DM1033;SPC AR S     -   499,160.      210,300.      MT  (+/- 180 meters Scaled)
 DM1033
 DM1033                          SUPERSEDED SURVEY CONTROL
 DM1033
 DM1033  NGVD 29 (??/??/??)   83.210  (m)          273.00   (f) ADJUSTED    1 1
 DM1033
 DM1033.Superseded values are not recommended for survey control.
 DM1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1033.See file dsdata.txt to determine how the superseded data were derived.
 DM1033
 DM1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT031120(NAD 83)
 DM1033_MARKER: DR = REFERENCE MARK DISK
 DM1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1033_SP_SET: CONCRETE POST
 DM1033_STAMPING: INDEX NO 1 1951
 DM1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1033+STABILITY: SURFACE MOTION
 DM1033
 DM1033  HISTORY     - Date     Condition        Report By
 DM1033  HISTORY     - 1951     MONUMENTED       CGS
 DM1033  HISTORY     - 1977     GOOD             NGS
 DM1033  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1033
 DM1033                          STATION DESCRIPTION
 DM1033
 DM1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DM1033'9.4 MI NW FROM MANDEVILLE.
 DM1033'FROM THE JUNCTION OF US HIGHWAY 67 AND COUNTY ROAD 108, WHICH IS
 DM1033'1.9 MILES NORTHEAST OF MANDEVILLE, THENCE 7.3 MILES NORTHWEST ON
 DM1033'108 TO THE INTERSECTION OF US HIGHWAY 71 AND 59, THENCE 0.20 MILES
 DM1033'NORTHEAST ON 71 AND 59, 76 FEET NORTHEAST OF INDEX 1951, 73 FEET
 DM1033'NORTH OF INDEX 1951 NO 3 1969.
 DM1033
 DM1033                          STATION RECOVERY (1997)
 DM1033
 DM1033'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1031 ***********************************************************************
 DM1031  DESIGNATION -  INDEX RM 3
 DM1031  PID         -  DM1031
 DM1031  STATE/COUNTY-  AR/MILLER
 DM1031  USGS QUAD   -  OGDEN (1975)
 DM1031
 DM1031                         *CURRENT SURVEY CONTROL
 DM1031  ___________________________________________________________________
 DM1031* NAD 83(1986)-  33 32 37.     (N)    094 02 34.     (W)     SCALED    
 DM1031* NAVD 88     -        83.362  (meters)     273.50   (feet)  ADJUSTED  
 DM1031  ___________________________________________________________________
 DM1031  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1031  DYNAMIC HT  -          83.274 (meters)     273.21  (feet)  COMP
 DM1031  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DM1031
 DM1031  VERT ORDER  -  FIRST     CLASS I
 DM1031
 DM1031.The horizontal coordinates were scaled from a topographic map and have
 DM1031.an estimated accuracy of +/- 6 seconds.
 DM1031
 DM1031.The orthometric height was determined by differential leveling
 DM1031.and adjusted by the National Geodetic Survey in June 1991..
 DM1031
 DM1031.The geoid height was determined by GEOID03.
 DM1031
 DM1031.The dynamic height is computed by dividing the NAVD 88
 DM1031.geopotential number by the normal gravity value computed on the
 DM1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1031.degrees latitude (g = 980.6199 gals.).
 DM1031
 DM1031.The modeled gravity was interpolated from observed gravity values.
 DM1031
 DM1031;                    North         East    Units  Estimated Accuracy
 DM1031;SPC AR S     -   499,160.      210,300.      MT  (+/- 180 meters Scaled)
 DM1031
 DM1031                          SUPERSEDED SURVEY CONTROL
 DM1031
 DM1031  NGVD 29 (??/??/??)   83.379  (m)          273.55   (f) ADJUSTED    1 1
 DM1031
 DM1031.Superseded values are not recommended for survey control.
 DM1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1031.See file dsdata.txt to determine how the superseded data were derived.
 DM1031
 DM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT031120(NAD 83)
 DM1031_MARKER: DR = REFERENCE MARK DISK
 DM1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1031_SP_SET: CONCRETE POST
 DM1031_STAMPING: INDEX 1951 NO 3 1969
 DM1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1031+STABILITY: SURFACE MOTION
 DM1031
 DM1031  HISTORY     - Date     Condition        Report By
 DM1031  HISTORY     - 1969     MONUMENTED       CGS
 DM1031  HISTORY     - 1977     GOOD             NGS
 DM1031  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1031
 DM1031                          STATION DESCRIPTION
 DM1031
 DM1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DM1031'9.4 MI NW FROM MANDEVILLE.
 DM1031'FROM THE JUNCTION OF U.S. HIGHWAY 67 AND COUNTY ROAD 108, WHICH
 DM1031'IS 1.9 MILES NORTHEAST OF MANDEVILLE, GO 7.3 MILES NORTHWEST ON
 DM1031'108 TO THE INTERSECTION OF U.S. HIGHWAY 71 AND 59, THENCE 0.2
 DM1031'MILE NORTHEAST ON 71 AND 59, 73 FEET SOUTH OF INDEX RM 1, 53 FEET
 DM1031'WEST OF THE CENTER OF HIGHWAY 71 AND 59, AND 27 FEET EAST OF
 DM1031'INDEX 1951.
 DM1031
 DM1031                          STATION RECOVERY (1997)
 DM1031
 DM1031'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1863 ***********************************************************************
 FF1863  DESIGNATION -  INDIAN
 FF1863  PID         -  FF1863
 FF1863  STATE/COUNTY-  AR/WHITE
 FF1863  USGS QUAD   -  PANGBURN (1992)
 FF1863
 FF1863                         *CURRENT SURVEY CONTROL
 FF1863  ___________________________________________________________________
 FF1863* NAD 83(1997)-  35 23 20.08663(N)    091 49 25.95038(W)     ADJUSTED  
 FF1863* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 FF1863  ___________________________________________________________________
 FF1863  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FF1863  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1863
 FF1863  HORZ ORDER  -  SECOND
 FF1863
 FF1863.The horizontal coordinates were established by classical geodetic methods
 FF1863.and adjusted by the National Geodetic Survey in September 1999..
 FF1863
 FF1863.The orthometric height was scaled from a topographic map.
 FF1863
 FF1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1863
 FF1863.The geoid height was determined by GEOID03.
 FF1863
 FF1863;                    North         East     Units Scale Factor Converg.
 FF1863;SPC AR N     -   117,121.638   416,000.734   MT  0.99994171   +0 06 09.0
 FF1863;SPC AR N     -   384,256.57  1,364,829.07   sFT  0.99994171   +0 06 09.0
 FF1863;UTM  15      - 3,916,808.373   606,815.562   MT  0.99974060   +0 40 52.3
 FF1863
 FF1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1863!SPC AR N     -   0.99997729  x   0.99994171  =   0.99991900
 FF1863!UTM  15      -   0.99997729  x   0.99974060  =   0.99971790
 FF1863
 FF1863|---------------------------------------------------------------------|
 FF1863| PID    Reference Object                     Distance      Geod. Az  |
 FF1863|                                                           dddmmss.s |
 FF1863| CI1727 INDIAN RM 1                          22.862 METERS 25640     |
 FF1863| CI1728 INDIAN RM 2                          19.814 METERS 32136     |
 FF1863|---------------------------------------------------------------------|
 FF1863
 FF1863                          SUPERSEDED SURVEY CONTROL
 FF1863
 FF1863  NAD 83(1986)-  35 23 20.09826(N)    091 49 25.95106(W) AD(       ) 2
 FF1863  NAD 27      -  35 23 19.80550(N)    091 49 25.43730(W) AD(       ) 2
 FF1863
 FF1863.Superseded values are not recommended for survey control.
 FF1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1863.See file dsdata.txt to determine how the superseded data were derived.
 FF1863
 FF1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0681616808(NAD 83)
 FF1863_MARKER: DS = TRIANGULATION STATION DISK
 FF1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1863
 FF1863  HISTORY     - Date     Condition        Report By
 FF1863  HISTORY     - 1962     MONUMENTED       CGS
 FF1863  HISTORY     - 1967     GOOD             CGS
 FF1863
 FF1863                          STATION DESCRIPTION
 FF1863
 FF1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1863'THE STATION IS ON THE TOP OF THE SOUTHEAST END OF A PROMINENT
 FF1863'TIMBERED RIDGE WHICH IS 2-1/2 MILES SOUTH OF PANGBURN, 2 MILES
 FF1863'NORTH OF LETONA, 1 MILE NORTH OF INDIAN CREEK, 1/2 MILE
 FF1863'SOUTHWEST OF STATE HIGHWAY 16 AND ON PROPERTY OWNED BY MR.
 FF1863'WILLIAM E. SMITH WHO LIVES 2.0 MILES SOUTH OF PANGBURN.
 FF1863'
 FF1863'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 16
 FF1863'AND 124, 0.05 MILE SOUTH OF THE POST OFFICE IN PANGBURN,
 FF1863'GO SOUTHERLY ON HIGHWAY 16 FOR 2.0 MILES TO MR. WILLIAM E.
 FF1863'SMITHS HOUSE ON THE RIGHT.  TURN RIGHT, PASS TO THE NORTH
 FF1863'SIDE OF MR. SMITHS HOUSE, FOR 0.05 MILE TO A TRACK ROAD ON
 FF1863'THE WEST SIDE OF THE HOUSE.  CONTINUE SOUTHERLY ON THE TRACK
 FF1863'ROAD FOR 0.1 MILE TO A WIRE GATE ON THE RIGHT.  PASS THROUGH
 FF1863'THE GATE AND GO SOUTHWESTERLY ON THE TRACK ROAD FOR 0.15
 FF1863'MILE TO THE WEST SIDE OF AN OLD BARN.  CONTINUE
 FF1863'SOUTHWESTERLY ON THE TRACK ROAD FOR 0.35 MILE TO A DIM
 FF1863'FORK.  BEAR LEFT, UPHILL, AND GO SOUTHERLY ON THE TRACK ROAD
 FF1863'FOR 0.25 MILE TO AN OLD WIRE GATE.  PASS THROUGH THE
 FF1863'GATE AND BEAR LEFT, EASTERLY, ON THE TRACK ROAD FOR 0.05
 FF1863'MILE TO ANOTHER OLD WIRE GATE.  PASS THROUGH THE GATE
 FF1863'AND CONTINUE EAST FOR APPROXIMATELY 100 FEET TO WHERE THE
 FF1863'TRACK ROAD BEARS RIGHT INTO A CLEARING.  BEAR RIGHT
 FF1863'INTO THE CLEARING FOR APPROXIMATELY 100 FEET AND THEN
 FF1863'BEAR LEFT AND GO EAST ALONG THE TOP OF A RIDGE FOR 0.25
 FF1863'MILE TO A WIRE GATE AT THE NORTHEAST CORNER OF THE
 FF1863'CLEARING.  PASS THROUGH THE GATE AND GO SOUTHEASTERLY ON
 FF1863'THE TRACK ROAD FOR 0.35 MILE TO THE STATION NEAR THE
 FF1863'NORTH END OF A SMALL CLEARING.
 FF1863'
 FF1863'STATION MARKS ARE STANDARD DISKS STAMPED INDIAN 1962.  THE
 FF1863'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 FF1863'SURFACE OF THE GROUND.  IT IS 62 FEET WEST OF A FENCE, 26.5
 FF1863'FEET SOUTH OF A TRIANGLE BLAZE ON A 5-INCH TREE AND 2 FEET
 FF1863'WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 FF1863'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 FF1863'OF THE GROUND.
 FF1863'
 FF1863'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED INDIAN NO
 FF1863'1 1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 FF1863'INCHES.  IT IS 76.5 FEET WEST OF THE METAL WITNESS POST,
 FF1863'AT THE WEST SIDE OF THE SMALL CLEARING AND APPROXIMATELY
 FF1863'3 FEET LOWER IN ELEVATION THAN THE STATION.
 FF1863'
 FF1863'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED INDIAN NO 2
 FF1863'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 FF1863'INCHES.  IT IS 67 FEET NORTHWEST OF THE METAL WITNESS POST AND
 FF1863'AT THE SAME ELEVATION AS THE STATION.
 FF1863'
 FF1863'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FF1863'
 FF1863'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF1863
 FF1863                          STATION RECOVERY (1967)
 FF1863
 FF1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1863'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FF1863'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1863'
 FF1863'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF PANGBURN,
 FF1863'2 MILES NORTH OF LETONA, 1 MILE NORTH OF INDIAN CREEK, 1/2
 FF1863'MILE SOUTH OF STATE HIGHWAY 16, AND IS IN THE SOUTHEAST
 FF1863'PART OF A CLEARED AREA ABOUT 0.15 MILES SOUTHEAST AND 15
 FF1863'FEET LOWER THAN THE HIGHEST POINT OF A PROMINENT RIDGE OWNED
 FF1863'BY WILLIAM E. SMITH.
 FF1863'
 FF1863'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 124 IN
 FF1863'PANGBURN, GO SOUTHERLY ON STATE HIGHWAY 16 FOR 1.9 MILES TO
 FF1863'A GATE AND SIDE ROAD ON THE RIGHT, 0.1 MILE BEFORE REACHING
 FF1863'MR. SMITHS HOUSE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 FF1863'GATE AND GO SOUTH ON FIELD ROAD FOR 0.2 MILE TO A GATE.  PASS
 FF1863'THROUGH GATE AND GO SOUTHWEST ON FIELD ROAD FOR 0.15 MILE TO
 FF1863'A BARN ON THE LEFT.  PASS TO THE RIGHT OF BARN AND GO SOUTHWEST
 FF1863'ON FIELD ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 FF1863'AND GO SOUTH UP STEEP HILL FOR 0.3 MILE TO THE TOP OF RIDGE.
 FF1863'TURN LEFT AND GO EAST ON FIELD ROAD FOR 0.45 MILE TO A
 FF1863'FENCE.  TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF THE
 FF1863'FENCE FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 FF1863'
 FF1863'STATION MARK IS A STANDARD DISK, STAMPED INDIAN 1962, SET
 FF1863'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FF1863'1 INCH.  IT IS 0.15 MILE SOUTHEAST AND 15 FEET LOWER THAN
 FF1863'THE HIGHEST POINT OF THE RIDGE, 62 FEET WEST OF A FENCE AND
 FF1863'2 FEET WEST OF A METAL WITNESS POST.
 FF1863'
 FF1863'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INDIAN NO 1
 FF1863'1962, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FF1863'PROJECTING 5 INCHES.  IT IS 137 FEET WEST OF THE FENCE, 1
 FF1863'FOOT EAST OF A METAL WITNESS POST AND ABOUT 3 FEET LOWER
 FF1863'THAN THE STATION.
 FF1863'
 FF1863'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED INDIAN NO 2 1962,
 FF1863'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FF1863'3 INCHES.  IT IS 94 FEET WEST OF THE FENCE, 1 FOOT SOUTH
 FF1863'OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS
 FF1863'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1166 ***********************************************************************
 DK1166  DESIGNATION -  INDIAN BOLT
 DK1166  PID         -  DK1166
 DK1166  STATE/COUNTY-  AR/CHICOT
 DK1166  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1166
 DK1166                         *CURRENT SURVEY CONTROL
 DK1166  ___________________________________________________________________
 DK1166* NAD 83(1986)-  33 03 08.     (N)    091 17 20.     (W)     SCALED    
 DK1166* NAVD 88     -        39.72   (+/-2cm)     130.3    (feet)  VERTCON   
 DK1166  ___________________________________________________________________
 DK1166  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK1166
 DK1166  VERT ORDER  -  ? (See Below)
 DK1166
 DK1166.The horizontal coordinates were scaled from a topographic map and have
 DK1166.an estimated accuracy of +/- 6 seconds.
 DK1166
 DK1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1166.The vertical order pertains to the NGVD 29 superseded value.
 DK1166
 DK1166.The geoid height was determined by GEOID03.
 DK1166
 DK1166;                    North         East    Units  Estimated Accuracy
 DK1166;SPC AR S     -   443,000.      466,420.      MT  (+/- 180 meters Scaled)
 DK1166
 DK1166                          SUPERSEDED SURVEY CONTROL
 DK1166
 DK1166  NGVD 29 (??/??/??)   39.815  (m)          130.63   (f) ADJUSTED    ?  
 DK1166
 DK1166.Superseded values are not recommended for survey control.
 DK1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1166.See file dsdata.txt to determine how the superseded data were derived.
 DK1166
 DK1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS597583(NAD 83)
 DK1166_MARKER: B = BOLT
 DK1166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1166_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1166
 DK1166  HISTORY     - Date     Condition        Report By
 DK1166  HISTORY     - UNK      MONUMENTED       DOD
 DK1166  HISTORY     - 1935     GOOD             CGS
 DK1166
 DK1166                          STATION DESCRIPTION
 DK1166
 DK1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1166'4.4 MI SW FROM EUDORA.
 DK1166'4.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CITY
 DK1166'HALL AT EUDORA, CHICOT COUNTY, 65 FEET NORTH OF THE STATION SIGN AT
 DK1166'INDIAN, ABOUT 360 FEET SOUTH OF MILEPOST 451, 33 FEET NORTHWEST OF THE
 DK1166'CROSSING OF A DIRT ROAD, 28.7 FEET NORTHWEST OF A SWITCHSTAND, 54 FEET
 DK1166'EAST OF THE CENTER LINE OF STATE HIGHWAY 159, 27 FEET NORTH OF THE
 DK1166'CENTER LINE OF THE ROAD, 24 FEET WEST OF THE CENTER LINE OF THE TRACK,
 DK1166'AND 13 FEET EAST OF A POLE.  A COPPER BOLT, SET IN THE TOP OF A STONE
 DK1166'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1166'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1167 ***********************************************************************
 DK1167  DESIGNATION -  INDIAN CAP
 DK1167  PID         -  DK1167
 DK1167  STATE/COUNTY-  AR/CHICOT
 DK1167  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1167
 DK1167                         *CURRENT SURVEY CONTROL
 DK1167  ___________________________________________________________________
 DK1167* NAD 83(1986)-  33 03 10.     (N)    091 17 19.     (W)     SCALED    
 DK1167* NAVD 88     -        40.96   (+/-2cm)     134.4    (feet)  VERTCON   
 DK1167  ___________________________________________________________________
 DK1167  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK1167
 DK1167  VERT ORDER  -  ? (See Below)
 DK1167
 DK1167.The horizontal coordinates were scaled from a topographic map and have
 DK1167.an estimated accuracy of +/- 6 seconds.
 DK1167
 DK1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1167.The vertical order pertains to the NGVD 29 superseded value.
 DK1167
 DK1167.The geoid height was determined by GEOID03.
 DK1167
 DK1167;                    North         East    Units  Estimated Accuracy
 DK1167;SPC AR S     -   443,060.      466,450.      MT  (+/- 180 meters Scaled)
 DK1167
 DK1167                          SUPERSEDED SURVEY CONTROL
 DK1167
 DK1167  NGVD 29 (??/??/??)   41.056  (m)          134.70   (f) ADJUSTED    ?  
 DK1167
 DK1167.Superseded values are not recommended for survey control.
 DK1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1167.See file dsdata.txt to determine how the superseded data were derived.
 DK1167
 DK1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS597584(NAD 83)
 DK1167_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1167
 DK1167  HISTORY     - Date     Condition        Report By
 DK1167  HISTORY     - UNK      MONUMENTED       DOD
 DK1167  HISTORY     - 1934     GOOD             CGS
 DK1167
 DK1167                          STATION DESCRIPTION
 DK1167
 DK1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1167'3.5 MI SW FROM EUDORA.
 DK1167'P.B.M. INDIAN IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED IN INDIAN
 DK1167'(FLAG STATION), CHICOT, COUNTY, ARK., SEC. 10 AND 15, T 19S, R2W. 360
 DK1167'FEET SOUTH OF RAILROAD MILE POST 551.  3.5 MILES NORTH OF ARK.-LA.
 DK1167'STATE LINE.  54 FEET EAST OF CENTERLINE OF HWY. 59.  27 FEET NORTH OF
 DK1167'CENTERLINE OF DIRT ROAD.  33 FEET NORTHWEST OF INTERSECTION OF MO.
 DK1167'PAC. RR AND DIRT ROAD.  24 FEET WEST OF CENTERLINE OF RAILROAD, AND 13
 DK1167'FEET EAST OF TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1252 ***********************************************************************
 FF1252  DESIGNATION -  INDO
 FF1252  PID         -  FF1252
 FF1252  STATE/COUNTY-  AR/WOODRUFF
 FF1252  USGS QUAD   -  COTTON PLANT (1993)
 FF1252
 FF1252                         *CURRENT SURVEY CONTROL
 FF1252  ___________________________________________________________________
 FF1252* NAD 83(1986)-  35 00 51.     (N)    091 16 35.     (W)     SCALED    
 FF1252* NAVD 88     -        57.140  (meters)     187.47   (feet)  ADJUSTED  
 FF1252  ___________________________________________________________________
 FF1252  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FF1252  DYNAMIC HT  -          57.088 (meters)     187.30  (feet)  COMP
 FF1252  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 FF1252
 FF1252  VERT ORDER  -  SECOND    CLASS 0
 FF1252
 FF1252.The horizontal coordinates were scaled from a topographic map and have
 FF1252.an estimated accuracy of +/- 6 seconds.
 FF1252
 FF1252.The orthometric height was determined by differential leveling
 FF1252.and adjusted by the National Geodetic Survey in June 1991..
 FF1252
 FF1252.The geoid height was determined by GEOID03.
 FF1252
 FF1252.The dynamic height is computed by dividing the NAVD 88
 FF1252.geopotential number by the normal gravity value computed on the
 FF1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1252.degrees latitude (g = 980.6199 gals.).
 FF1252
 FF1252.The modeled gravity was interpolated from observed gravity values.
 FF1252
 FF1252;                    North         East    Units  Estimated Accuracy
 FF1252;SPC AR N     -    75,780.      466,040.      MT  (+/- 180 meters Scaled)
 FF1252
 FF1252                          SUPERSEDED SURVEY CONTROL
 FF1252
 FF1252  NGVD 29 (??/??/??)   57.119  (m)          187.40   (f) ADJUSTED    2 0
 FF1252
 FF1252.Superseded values are not recommended for survey control.
 FF1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1252.See file dsdata.txt to determine how the superseded data were derived.
 FF1252
 FF1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU572759(NAD 83)
 FF1252_MARKER: DD = SURVEY DISK
 FF1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1252_STAMPING: INDO 1934
 FF1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1252+STABILITY: SURFACE MOTION
 FF1252
 FF1252  HISTORY     - Date     Condition        Report By
 FF1252  HISTORY     - 1934     MONUMENTED       ARGS
 FF1252  HISTORY     - 1935     GOOD             CGS
 FF1252  HISTORY     - 1967     MARK NOT FOUND   USGS
 FF1252
 FF1252                          STATION DESCRIPTION
 FF1252
 FF1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1252'1.4 MI NW FROM COTTON PLANT.
 FF1252'ABOUT 1.4 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1252'RAILWAY FROM THE STATION AT COTTON PLANT WOODRUFF COUNTY, IN THE
 FF1252'S.E. 1/4, OF THE S.E. 1/4, SEC. 35, T. 5 N., R. 3 W., 15 FEET
 FF1252'SOUTHWEST OF THE WEST ABUTMENT OF BRIDGE 304.6, 7 FEET NORTH OF
 FF1252'THE PROJECTED TANGENT TO THE EAST END OF A CURVE, 14 FEET SOUTH
 FF1252'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.5 FEET LOWER THAN
 FF1252'THE TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED INDO
 FF1252'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1252
 FF1252                          STATION RECOVERY (1967)
 FF1252
 FF1252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FF1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1282 ***********************************************************************
 EH1282  DESIGNATION -  INEZ
 EH1282  PID         -  EH1282
 EH1282  STATE/COUNTY-  AR/MONROE
 EH1282  USGS QUAD   -  BRINKLEY (1971)
 EH1282
 EH1282                         *CURRENT SURVEY CONTROL
 EH1282  ___________________________________________________________________
 EH1282* NAD 83(1986)-  34 57 13.     (N)    091 10 42.     (W)     SCALED    
 EH1282* NAVD 88     -        61.575  (meters)     202.02   (feet)  ADJUSTED  
 EH1282  ___________________________________________________________________
 EH1282  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1282  DYNAMIC HT  -          61.519 (meters)     201.83  (feet)  COMP
 EH1282  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 EH1282
 EH1282  VERT ORDER  -  SECOND    CLASS 0
 EH1282
 EH1282.The horizontal coordinates were scaled from a topographic map and have
 EH1282.an estimated accuracy of +/- 6 seconds.
 EH1282
 EH1282.The orthometric height was determined by differential leveling
 EH1282.and adjusted by the National Geodetic Survey in June 1991..
 EH1282
 EH1282.The geoid height was determined by GEOID03.
 EH1282
 EH1282.The dynamic height is computed by dividing the NAVD 88
 EH1282.geopotential number by the normal gravity value computed on the
 EH1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1282.degrees latitude (g = 980.6199 gals.).
 EH1282
 EH1282.The modeled gravity was interpolated from observed gravity values.
 EH1282
 EH1282;                    North         East    Units  Estimated Accuracy
 EH1282;SPC AR S     -   653,970.      475,050.      MT  (+/- 180 meters Scaled)
 EH1282
 EH1282                          SUPERSEDED SURVEY CONTROL
 EH1282
 EH1282  NGVD 29 (??/??/??)   61.564  (m)          201.98   (f) ADJUSTED    2 0
 EH1282
 EH1282.Superseded values are not recommended for survey control.
 EH1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1282.See file dsdata.txt to determine how the superseded data were derived.
 EH1282
 EH1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU663694(NAD 83)
 EH1282_MARKER: DD = SURVEY DISK
 EH1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1282_STAMPING: INEZ 1934
 EH1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1282+STABILITY: SURFACE MOTION
 EH1282
 EH1282  HISTORY     - Date     Condition        Report By
 EH1282  HISTORY     - 1934     MONUMENTED       ARGS
 EH1282  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH1282
 EH1282                          STATION DESCRIPTION
 EH1282
 EH1282'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH1282'IN FARGO.
 EH1282'AT FARGO, MONROE COUNTY, IN THE N.E. 1/4, OF THE S.E. 1/4 OF SEC. 23,
 EH1282'T. 4 N., R. 2 W., ABOUT 75 FEET SOUTH OF THE SOUTH CORNER OF THE
 EH1282'MISSOURI AND NORTH ARKANSAS RAILWAY STATION, ABOUT 175 FEET SOUTHWEST
 EH1282'OF THE TWENTIETH POLE SOUTHEAST OF MILEPOST 311, 31 FEET SOUTH OF THE
 EH1282'CENTER OF THE CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY, 24 FEET
 EH1282'SOUTHEAST OF THE CENTER LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1282'TRACK, AND 13 FEET SOUTHWEST OF THE CENTER LINE OF THE MISSOURI AND
 EH1282'NORTH ARKANSAS RAILWAY TRACK.  A STATE STANDARD DISK, STAMPED INEZ
 EH1282'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EH1282'NOTE--RAILROAD ABANDONED AND REFERENCES ARE GONE.
 EH1282
 EH1282                          STATION RECOVERY (1970)
 EH1282
 EH1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1313 ***********************************************************************
 DL1313  DESIGNATION -  INGALLS
 DL1313  PID         -  DL1313
 DL1313  STATE/COUNTY-  AR/BRADLEY
 DL1313  USGS QUAD   -  HERMITAGE (1985)
 DL1313
 DL1313                         *CURRENT SURVEY CONTROL
 DL1313  ___________________________________________________________________
 DL1313* NAD 83(1997)-  33 23 28.99642(N)    092 08 34.68395(W)     ADJUSTED  
 DL1313* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 DL1313  ___________________________________________________________________
 DL1313  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DL1313  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL1313
 DL1313  HORZ ORDER  -  SECOND
 DL1313
 DL1313.The horizontal coordinates were established by classical geodetic methods
 DL1313.and adjusted by the National Geodetic Survey in September 1999..
 DL1313
 DL1313.The orthometric height was scaled from a topographic map.
 DL1313
 DL1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1313
 DL1313.The geoid height was determined by GEOID03.
 DL1313
 DL1313;                    North         East     Units Scale Factor Converg.
 DL1313;SPC AR S     -   480,390.724   386,698.762   MT  0.99998099   -0 04 48.1
 DL1313;SPC AR S     - 1,576,081.90  1,268,694.19   sFT  0.99998099   -0 04 48.1
 DL1313;UTM  15      - 3,695,005.703   579,706.214   MT  0.99967832   +0 28 18.1
 DL1313
 DL1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1313!SPC AR S     -   0.99999577  x   0.99998099  =   0.99997676
 DL1313!UTM  15      -   0.99999577  x   0.99967832  =   0.99967410
 DL1313
 DL1313|---------------------------------------------------------------------|
 DL1313| PID    Reference Object                     Distance      Geod. Az  |
 DL1313|                                                           dddmmss.s |
 DL1313| CY6290 INGALLS RM 1                         30.250 METERS 03516     |
 DL1313| DL1304 VICK LOOKOUT TOWER 4 2 AFC          APPROX. 9.5 KM 1511937.2 |
 DL1313| DL1332 JERSEY                              APPROX.15.2 KM 2851229.6 |
 DL1313| DL1311 BUCKSNORT LOOKOUT TWR 4 1 AFC       APPROX. 7.6 KM 2932401.6 |
 DL1313| CY6291 INGALLS RM 2                         38.329 METERS 30737     |
 DL1313| DL1312 HERMITAGE SO LUMBER CO TANK         APPROX. 6.6 KM 3310633.7 |
 DL1313|---------------------------------------------------------------------|
 DL1313
 DL1313                          SUPERSEDED SURVEY CONTROL
 DL1313
 DL1313  NAD 83(1986)-  33 23 29.00768(N)    092 08 34.67748(W) AD(       ) 2
 DL1313  NAD 27      -  33 23 28.59300(N)    092 08 34.17600(W) AD(       ) 2
 DL1313
 DL1313.Superseded values are not recommended for survey control.
 DL1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1313.See file dsdata.txt to determine how the superseded data were derived.
 DL1313
 DL1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7970695006(NAD 83)
 DL1313_MARKER: DS = TRIANGULATION STATION DISK
 DL1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1313
 DL1313  HISTORY     - Date     Condition        Report By
 DL1313  HISTORY     - 1952     MONUMENTED       CGS
 DL1313  HISTORY     - 1964     GOOD             CGS
 DL1313
 DL1313                          STATION DESCRIPTION
 DL1313
 DL1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1313'THE STATION IS IN SECTION 28, T 15 S, R 10 W, ABOUT 4-1/2
 DL1313'MILES SOUTH-SOUTHEAST OF HERMITAGE, 1/2 MILE NORTHEAST OF THE
 DL1313'SETTLEMENT OF INGALLS, 31 FEET EAST OF A 24-INCH PINE TREE, 47
 DL1313'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 7 FEET NORTHEAST
 DL1313'OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1313'
 DL1313'TO REACH THE STATION FROM THE POST OFFICE IN HERMITAGE, GO
 DL1313'SOUTH ON STATE HIGHWAY 15 FOR 0.1 MILE TO A Y-JUNCTION, BEAR
 DL1313'LEFT AND CONTINUE SOUTH ON A GRAVELED ROAD FOR 1.9 MILES TO A
 DL1313'Y-JUNCTION, BEAR RIGHT AND CONTINUE SOUTHERLY 2.8 MILES TO
 DL1313'A GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO EAST 0.25 MILE
 DL1313'TO THE STATION ON THE RIGHT.
 DL1313'
 DL1313'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1313'
 DL1313'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1313'INGALLS 1952.
 DL1313'
 DL1313'REFERENCE MARK 1 IS 35 FEET NORTH OF THE CENTER OF THE ROAD
 DL1313'AND 4 FEET SOUTH OF A 6-INCH PINE TREE.  THE MARK PROJECTS
 DL1313'6 INCHES AND THE DISK IS STAMPED INGALLS NO 1 1952.
 DL1313'
 DL1313'REFERENCE MARK 2 IS 30 FEET NORTH OF THE CENTER OF THE ROAD AND 4
 DL1313'FEET SOUTHWEST OF A 12-INCH PINE TREE.  THE MARK PROJECTS 6
 DL1313'INCHES AND THE DISK IS STAMPED INGALLS NO 2 1952.
 DL1313'
 DL1313'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1313
 DL1313                          STATION RECOVERY (1964)
 DL1313
 DL1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1313'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1313'CONDITION.  THE STATION MARK IS 47 FEET SOUTH OF THE CENTERLINE
 DL1313'OF THE ROAD AND 1.5 FEET EAST OF A METAL WITNESS POST.
 DL1313'
 DL1313'R.M. NO. 1 IS 35 FEET NORTH OF THE CENTERLINE OF THE ROAD
 DL1313'AND 3-1/2 FEET SOUTH OF A 10-INCH TRIANGLE-BLAZED PINE TREE.
 DL1313'
 DL1313'R.M. NO. 2 IS 30 FEET NORTH OF CENTERLINE OF ROAD AND 12-1/2 FEET
 DL1313'SOUTHEAST OF A 14-INCH TRIANGLE-BLAZED PINE TREE.
 DL1313'
 DL1313'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1313'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0834 ***********************************************************************
 GE0834  DESIGNATION -  INGRAM
 GE0834  PID         -  GE0834
 GE0834  STATE/COUNTY-  AR/RANDOLPH
 GE0834  USGS QUAD   -  WARM SPRINGS (1981)
 GE0834
 GE0834                         *CURRENT SURVEY CONTROL
 GE0834  ___________________________________________________________________
 GE0834* NAD 83(1997)-  36 24 32.21075(N)    091 00 43.32532(W)     ADJUSTED  
 GE0834* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 GE0834  ___________________________________________________________________
 GE0834  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GE0834  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GE0834
 GE0834  HORZ ORDER  -  THIRD
 GE0834
 GE0834.The horizontal coordinates were established by classical geodetic methods
 GE0834.and adjusted by the National Geodetic Survey in September 1999..
 GE0834
 GE0834.The orthometric height was scaled from a topographic map.
 GE0834
 GE0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0834
 GE0834.The geoid height was determined by GEOID03.
 GE0834
 GE0834;                    North         East     Units Scale Factor Converg.
 GE0834;SPC AR N     -   230,727.974   488,618.417   MT  1.00003944   +0 34 29.6
 GE0834;SPC AR N     -   756,980.03  1,603,075.59   sFT  1.00003944   +0 34 29.6
 GE0834;SPC MO E     -    63,988.403   204,075.465   MT  0.99995931   -0 18 14.1
 GE0834;UTM  15      - 4,031,144.131   678,251.628   MT  0.99999149   +1 10 48.9
 GE0834
 GE0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0834!SPC AR N     -   0.99998015  x   1.00003944  =   1.00001959
 GE0834!SPC MO E     -   0.99998015  x   0.99995931  =   0.99993946
 GE0834!UTM  15      -   0.99998015  x   0.99999149  =   0.99997164
 GE0834
 GE0834:                Primary Azimuth Mark                     Grid Az
 GE0834:SPC AR N     -  INGRAM AZ MK                             164 26 04.0
 GE0834:SPC MO E     -  INGRAM AZ MK                             165 18 47.7
 GE0834:UTM  15      -  INGRAM AZ MK                             163 49 44.7
 GE0834
 GE0834|---------------------------------------------------------------------|
 GE0834| PID    Reference Object                     Distance      Geod. Az  |
 GE0834|                                                           dddmmss.s |
 GE0834| CI1737 INGRAM AZ MK                                       1650033.6 |
 GE0834| CI1738 INGRAM RM 1                          23.530 METERS 22354     |
 GE0834| CI1739 INGRAM RM 2                          17.334 METERS 33423     |
 GE0834|---------------------------------------------------------------------|
 GE0834
 GE0834                          SUPERSEDED SURVEY CONTROL
 GE0834
 GE0834  NAD 83(1986)-  36 24 32.21821(N)    091 00 43.32468(W) AD(       ) 3
 GE0834  NAD 27      -  36 24 31.98530(N)    091 00 42.87440(W) AD(       ) 3
 GE0834
 GE0834.Superseded values are not recommended for survey control.
 GE0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0834.See file dsdata.txt to determine how the superseded data were derived.
 GE0834
 GE0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7825231144(NAD 83)
 GE0834_MARKER: DS = TRIANGULATION STATION DISK
 GE0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0834
 GE0834  HISTORY     - Date     Condition        Report By
 GE0834  HISTORY     - 1955     MONUMENTED       CGS
 GE0834
 GE0834                          STATION DESCRIPTION
 GE0834
 GE0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0834'THE STATION IS LOCATED ON THE EAST SIDE OF WARM SPRINGS ROAD,
 GE0834'ABOUT 10-1/2 MILES NORTH-NORTHWEST OF POCAHONTAS, 6-1/2 MILES
 GE0834'WEST OF THE SMALL SETTLEMENT OF MAYNARD, 45 FEET NORTHEAST OF THE
 GE0834'CENTER OF A GRAVELED ROAD AND 6 FEET NORTH OF A WHITE 4 IN
 GE0834'X 4 IN WITNESS POST.
 GE0834'
 GE0834'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 GE0834'IN POCAHONTAS, GO WEST AND NORTH ON STATE HIGHWAYS 115 AND 90
 GE0834'FOR 1 MILE TO THE JUNCTION OF STATE HIGHWAYS 115 AND 90,
 GE0834'CONTINUE NORTHERLY ON STATE HIGHWAY 115 FOR 1.9 MILES TO A
 GE0834'GRAVELED ROAD ON THE LEFT, TURN LEFT (NORTHWEST) AND FOLLOW THE
 GE0834'MAIN GRAVELED ROAD (WARM SPRINGS ROAD) FOR 7.75 MILES TO A
 GE0834'CROSS ROAD AND A SMALL STORE IN THE SOUTHWEST ANGLE OF THE
 GE0834'INTERSECTION, CONTINUE NORTHERLY ON THE MAIN GRAVELED ROAD
 GE0834'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GE0834'NORTHERLY ON THE MAIN ROAD FOR 0.2 MILE TO THE STATION MARK ON
 GE0834'THE RIGHT AS DESCRIBED.
 GE0834'
 GE0834'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE0834'INGRAM 1955.
 GE0834'
 GE0834'REFERENCE MARK 1 IS 24 FEET SOUTHWEST OF THE CENTER OF THE
 GE0834'GRAVELED ROAD AND 1.5 FEET NORTHEAST OF A WIRE FENCE.  THE
 GE0834'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED INGRAM NO 1
 GE0834'1955.
 GE0834'
 GE0834'REFERENCE MARK 2 IS 84 FEET SOUTHEAST OF A POWERLINE POLE,
 GE0834'45 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD AND 9 FEET
 GE0834'EAST OF THE CENTER OF A TRACK ROAD.  THE MARK PROJECTS 6 INCHES
 GE0834'AND THE DISK IS STAMPED INGRAM NO 2 1955.
 GE0834'
 GE0834'THE AZIMUTH MARK IS 36 FEET SOUTHWEST OF THE CENTER OF THE
 GE0834'GRAVELED ROAD, 18 FEET SOUTH OF A POWERLINE POLE AND 2.5 FEET
 GE0834'NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 GE0834'4 INCHES AND THE DISK IS STAMPED INGRAM 1955.
 GE0834'
 GE0834'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0824 ***********************************************************************
 EK0824  DESIGNATION -  INK
 EK0824  PID         -  EK0824
 EK0824  STATE/COUNTY-  AR/POLK
 EK0824  USGS QUAD   -  BOARD CAMP (1975)
 EK0824
 EK0824                         *CURRENT SURVEY CONTROL
 EK0824  ___________________________________________________________________
 EK0824* NAD 83(1997)-  34 35 12.82226(N)    094 07 27.86358(W)     ADJUSTED  
 EK0824* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 EK0824  ___________________________________________________________________
 EK0824  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 EK0824  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 EK0824
 EK0824  HORZ ORDER  -  SECOND
 EK0824
 EK0824.The horizontal coordinates were established by classical geodetic methods
 EK0824.and adjusted by the National Geodetic Survey in September 1999..
 EK0824
 EK0824.The orthometric height was scaled from a topographic map.
 EK0824
 EK0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0824
 EK0824.The geoid height was determined by GEOID03.
 EK0824
 EK0824;                    North         East     Units Scale Factor Converg.
 EK0824;SPC AR S     -   615,003.533   205,118.045   MT  0.99996485   -1 11 20.4
 EK0824;SPC AR S     - 2,017,724.09    672,958.12   sFT  0.99996485   -1 11 20.4
 EK0824;SPC AR N     -    30,234.044   205,095.539   MT  1.00008614   -1 14 10.3
 EK0824;SPC AR N     -    99,192.86    672,884.28   sFT  1.00008614   -1 14 10.3
 EK0824;UTM  15      - 3,827,807.276   396,880.679   MT  0.99973107   -0 38 18.0
 EK0824
 EK0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0824!SPC AR S     -   0.99995538  x   0.99996485  =   0.99992023
 EK0824!SPC AR N     -   0.99995538  x   1.00008614  =   1.00004152
 EK0824!UTM  15      -   0.99995538  x   0.99973107  =   0.99968647
 EK0824
 EK0824|---------------------------------------------------------------------|
 EK0824| PID    Reference Object                     Distance      Geod. Az  |
 EK0824|                                                           dddmmss.s |
 EK0824| CX6535 INK RM 1                             12.619 METERS 08553     |
 EK0824| CX6534 INK AZ MK                                          1053233.1 |
 EK0824| EK0861 EAGLE MTN LOOKOUT TOWER             APPROX.14.8 KM 1863601.9 |
 EK0824| CX6536 INK RM 2                             10.512 METERS 34332     |
 EK0824|---------------------------------------------------------------------|
 EK0824
 EK0824                          SUPERSEDED SURVEY CONTROL
 EK0824
 EK0824  NAD 83(1997)-  34 35 12.82681(N)    094 07 27.86292(W) AD(       ) 2
 EK0824  NAD 83(1986)-  34 35 12.82867(N)    094 07 27.85784(W) AD(       ) 2
 EK0824  NAD 27      -  34 35 12.44500(N)    094 07 27.11500(W) AD(       ) 2
 EK0824
 EK0824.Superseded values are not recommended for survey control.
 EK0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0824.See file dsdata.txt to determine how the superseded data were derived.
 EK0824
 EK0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9688127807(NAD 83)
 EK0824_MARKER: DS = TRIANGULATION STATION DISK
 EK0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0824
 EK0824  HISTORY     - Date     Condition        Report By
 EK0824  HISTORY     - 1952     MONUMENTED       CGS
 EK0824  HISTORY     - 1961     GOOD             CGS
 EK0824
 EK0824                          STATION DESCRIPTION
 EK0824
 EK0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0824'THE STATION IS LOCATED ABOUT 7 MILES EAST OF MENA AND NEAR
 EK0824'THE POST OFFICE IN THE SMALL VILLAGE OF INK.  IT IS 75 FEET
 EK0824'SOUTH OF THE CENTERLINE OF HIGHWAY 88, 65 FEET WEST-SOUTHWEST
 EK0824'OF THE SOUTHWEST CORNER OF POST OFFICE AND GENERAL STORE
 EK0824'BUILDING, 43 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE
 EK0824'AND 10 FEET NORTHWEST OF THE WEST POST OF GATE IN THE YARD
 EK0824'FENCE OF HOUSE.  THE MARK IS ABOUT 3 INCHES BELOW THE SURFACE
 EK0824'OF THE GROUND AND THE DISK IS STAMPED INK 1952.
 EK0824'
 EK0824'REFERENCE MARK NO. 1 IS 67 FEET SOUTH OF THE CENTERLINE
 EK0824'OF HIGHWAY 88 AND 24 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EK0824'OF THE POST OFFICE AND STORE.  THE MARK IS FLUSH WITH THE
 EK0824'SURFACE OF THE GROUND AND THE DISK IS STAMPED INK NO 1 1952.
 EK0824'
 EK0824'REFERENCE MARK NO. 2 IS 77 FEET NORTH-NORTHWEST OF THE NORTHWEST
 EK0824'CORNER OF THE HOUSE AND 43 FEET SOUTH OF THE CENTERLINE
 EK0824'OF THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK
 EK0824'IS STAMPED INK NO 2 1952.
 EK0824'
 EK0824'AZIMUTH MARK IS 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EK0824'OF A HOUSE, 23 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY
 EK0824'AND 2.5 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 EK0824'6 INCHES AND THE DISK IS STAMPED INK 1952.
 EK0824'
 EK0824'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE
 EK0824'HIGHWAY 8 IN MENA, GO NORTHEASTERLY ON HIGHWAY 71 FOR 1.7
 EK0824'MILES TO THE JUNCTION OF HIGHWAYS 71 AND 88, KEEP RIGHT
 EK0824'ON HIGHWAY 88 FOR 4.65 MILES TO THE POST OFFICE AND GENERAL
 EK0824'STORE AND THE STATION AS DESCRIBED.
 EK0824'
 EK0824'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 EK0824'ON HIGHWAY 88 FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 EK0824'RIGHT 0.1 MILE TO A HOUSE AND THE MARK AS DESCRIBED.
 EK0824'
 EK0824'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0824
 EK0824                          STATION RECOVERY (1961)
 EK0824
 EK0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0824'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0824'CONDITION.
 EK0824'
 EK0824'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EK0824'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1280 ***********************************************************************
 EH1280  DESIGNATION -  INKS
 EH1280  PID         -  EH1280
 EH1280  STATE/COUNTY-  AR/ST FRANCIS
 EH1280  USGS QUAD   -  WHEATLEY (1971)
 EH1280
 EH1280                         *CURRENT SURVEY CONTROL
 EH1280  ___________________________________________________________________
 EH1280* NAD 83(1986)-  34 54 57.     (N)    091 07 04.     (W)     SCALED    
 EH1280* NAVD 88     -        59.362  (meters)     194.76   (feet)  ADJUSTED  
 EH1280  ___________________________________________________________________
 EH1280  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1280  DYNAMIC HT  -          59.308 (meters)     194.58  (feet)  COMP
 EH1280  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 EH1280
 EH1280  VERT ORDER  -  SECOND    CLASS 0
 EH1280
 EH1280.The horizontal coordinates were scaled from a topographic map and have
 EH1280.an estimated accuracy of +/- 6 seconds.
 EH1280
 EH1280.The orthometric height was determined by differential leveling
 EH1280.and adjusted by the National Geodetic Survey in June 1991..
 EH1280
 EH1280.The geoid height was determined by GEOID03.
 EH1280
 EH1280.The dynamic height is computed by dividing the NAVD 88
 EH1280.geopotential number by the normal gravity value computed on the
 EH1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1280.degrees latitude (g = 980.6199 gals.).
 EH1280
 EH1280.The modeled gravity was interpolated from observed gravity values.
 EH1280
 EH1280;                    North         East    Units  Estimated Accuracy
 EH1280;SPC AR N     -    64,990.      480,620.      MT  (+/- 180 meters Scaled)
 EH1280
 EH1280                          SUPERSEDED SURVEY CONTROL
 EH1280
 EH1280  NGVD 29 (??/??/??)   59.360  (m)          194.75   (f) ADJUSTED    2 0
 EH1280
 EH1280.Superseded values are not recommended for survey control.
 EH1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1280.See file dsdata.txt to determine how the superseded data were derived.
 EH1280
 EH1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU719653(NAD 83)
 EH1280_MARKER: DD = SURVEY DISK
 EH1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1280_STAMPING: INKS 1934
 EH1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1280+STABILITY: SURFACE MOTION
 EH1280
 EH1280  HISTORY     - Date     Condition        Report By
 EH1280  HISTORY     - 1934     MONUMENTED       ARGS
 EH1280  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH1280
 EH1280                          STATION DESCRIPTION
 EH1280
 EH1280'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH1280'0.5 MI NW FROM WHEATLEY.
 EH1280'ABOUT 0.5 MILE NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY
 EH1280'FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY AT
 EH1280'WHEATLEY, SAINT FRANCIS COUNTY, ON THE OUTSIDE OF A CURVE, ABOUT 150
 EH1280'FEET NORTHWEST OF THE 2000-FEET-TO-RAILROAD-CROSSING SIGN, 46 FEET
 EH1280'NORTHWEST OF THE THIRD POLE SOUTHEAST OF MILEPOST 316, AND 42 FEET
 EH1280'NORTHEAST OF THE NORTHEAST RAIL.  A STATE SURVEY STANDARD DISK,
 EH1280'STAMPED INKS 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EH1280'NOTE--RAIL ROAD IS ABANDONED AND REFERENCES ARE GONE.
 EH1280
 EH1280                          STATION RECOVERY (1970)
 EH1280
 EH1280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0258 ***********************************************************************
 EJ0258  DESIGNATION -  INN
 EJ0258  PID         -  EJ0258
 EJ0258  STATE/COUNTY-  AR/PULASKI
 EJ0258  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0258
 EJ0258                         *CURRENT SURVEY CONTROL
 EJ0258  ___________________________________________________________________
 EJ0258* NAD 83(1986)-  34 47 14.     (N)    092 20 58.     (W)     SCALED    
 EJ0258* NAVD 88     -        80.554  (meters)     264.28   (feet)  ADJUSTED  
 EJ0258  ___________________________________________________________________
 EJ0258  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EJ0258  DYNAMIC HT  -          80.478 (meters)     264.03  (feet)  COMP
 EJ0258  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 EJ0258
 EJ0258  VERT ORDER  -  SECOND    CLASS 0
 EJ0258
 EJ0258.The horizontal coordinates were scaled from a topographic map and have
 EJ0258.an estimated accuracy of +/- 6 seconds.
 EJ0258
 EJ0258.The orthometric height was determined by differential leveling
 EJ0258.and adjusted by the National Geodetic Survey in June 1991..
 EJ0258
 EJ0258.The geoid height was determined by GEOID03.
 EJ0258
 EJ0258.The dynamic height is computed by dividing the NAVD 88
 EJ0258.geopotential number by the normal gravity value computed on the
 EJ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0258.degrees latitude (g = 980.6199 gals.).
 EJ0258
 EJ0258.The modeled gravity was interpolated from observed gravity values.
 EJ0258
 EJ0258;                    North         East    Units  Estimated Accuracy
 EJ0258;SPC AR S     -   635,260.      368,020.      MT  (+/- 180 meters Scaled)
 EJ0258
 EJ0258                          SUPERSEDED SURVEY CONTROL
 EJ0258
 EJ0258  NGVD 29 (??/??/92)   80.600  (m)          264.44   (f) ADJ UNCH    2 0
 EJ0258
 EJ0258.Superseded values are not recommended for survey control.
 EJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0258.See file dsdata.txt to determine how the superseded data were derived.
 EJ0258
 EJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU595496(NAD 83)
 EJ0258_MARKER: DB = BENCH MARK DISK
 EJ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0258_STAMPING: INN 1934
 EJ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0258+STABILITY: SURFACE MOTION
 EJ0258
 EJ0258  HISTORY     - Date     Condition        Report By
 EJ0258  HISTORY     - 1934     MONUMENTED       CGS
 EJ0258  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0258
 EJ0258                          STATION DESCRIPTION
 EJ0258
 EJ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0258'5.4 MI NW FROM LITTLE ROCK.
 EJ0258'5.4 MILES NORTHWEST OF, ALONG C.R.I. AND P.RY. FROM UNION STATION.
 EJ0258'ABOUT 110 FEET NORTHEAST OF TENNANT HOUSE.  ABOUT 105 FEET WEST OF
 EJ0258'TELEPHONE POLE MARKED 144+20.  35.3 FEET NORTHEAST OF CENTERLINE OF
 EJ0258'FARM ROAD.  25.9 FEET NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EJ0258'PACIFIC R.R.  22.8 FEET SOUTH OF EAST END OF IRON GATE.  TABLET SET IN
 EJ0258'PRECAST CONCRETE POST.
 EJ0258
 EJ0258                          STATION RECOVERY (1984)
 EJ0258
 EJ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1253 ***********************************************************************
 FF1253  DESIGNATION -  INTO
 FF1253  PID         -  FF1253
 FF1253  STATE/COUNTY-  AR/WOODRUFF
 FF1253  USGS QUAD   -  COTTON PLANT (1993)
 FF1253
 FF1253                         *CURRENT SURVEY CONTROL
 FF1253  ___________________________________________________________________
 FF1253* NAD 83(1986)-  35 02 18.     (N)    091 18 44.     (W)     SCALED    
 FF1253* NAVD 88     -        58.042  (meters)     190.43   (feet)  ADJUSTED  
 FF1253  ___________________________________________________________________
 FF1253  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FF1253  DYNAMIC HT  -          57.989 (meters)     190.25  (feet)  COMP
 FF1253  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FF1253
 FF1253  VERT ORDER  -  SECOND    CLASS 0
 FF1253
 FF1253.The horizontal coordinates were scaled from a topographic map and have
 FF1253.an estimated accuracy of +/- 6 seconds.
 FF1253
 FF1253.The orthometric height was determined by differential leveling
 FF1253.and adjusted by the National Geodetic Survey in June 1991..
 FF1253
 FF1253.The geoid height was determined by GEOID03.
 FF1253
 FF1253.The dynamic height is computed by dividing the NAVD 88
 FF1253.geopotential number by the normal gravity value computed on the
 FF1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1253.degrees latitude (g = 980.6199 gals.).
 FF1253
 FF1253.The modeled gravity was interpolated from observed gravity values.
 FF1253
 FF1253;                    North         East    Units  Estimated Accuracy
 FF1253;SPC AR N     -    78,430.      462,760.      MT  (+/- 180 meters Scaled)
 FF1253
 FF1253                          SUPERSEDED SURVEY CONTROL
 FF1253
 FF1253  NGVD 29 (??/??/??)   58.018  (m)          190.35   (f) ADJUSTED    2 0
 FF1253
 FF1253.Superseded values are not recommended for survey control.
 FF1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1253.See file dsdata.txt to determine how the superseded data were derived.
 FF1253
 FF1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU539785(NAD 83)
 FF1253_MARKER: DD = SURVEY DISK
 FF1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1253_STAMPING: INTO 1934
 FF1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1253+STABILITY: SURFACE MOTION
 FF1253
 FF1253  HISTORY     - Date     Condition        Report By
 FF1253  HISTORY     - 1934     MONUMENTED       ARGS
 FF1253  HISTORY     - 1935     GOOD             CGS
 FF1253  HISTORY     - 20030528 MARK NOT FOUND   USACE
 FF1253
 FF1253                          STATION DESCRIPTION
 FF1253
 FF1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1253'4 MI NW FROM COTTON PLANT.
 FF1253'ABOUT 4 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1253'RAILWAY FROM THE STATION AT COTTON PLANT, WOODRUFF COUNTY, ABOUT
 FF1253'270 FEET NORTHWEST OF THE POINT OF THE SWITCH FOR THE SPUR
 FF1253'TRACK AT DAGGETT, 30 FEET SOUTH OF MILEPOST 302, 61 FEET WEST
 FF1253'OF THE NORTH CORNER OF THE STATION, IN THE CENTER OF A TRACK
 FF1253'LEADING TO A SECTION SPEEDER SHED, 13 FEET NORTHEAST OF THE
 FF1253'CENTER LINE OF THE MAIN-LINE TRACK, AND 1.5 FEET SOUTHWEST OF
 FF1253'THE FRONT OF THE SPEEDER SHED.  A STATE SURVEY STANDARD DISK,
 FF1253'STAMPED INTO 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1253'NOTE-- THE RAILROAD HAS BEEN DISMANTLED.
 FF1253
 FF1253                          STATION RECOVERY (2003)
 FF1253
 FF1253'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1284 ***********************************************************************
 EH1284  DESIGNATION -  IONA
 EH1284  PID         -  EH1284
 EH1284  STATE/COUNTY-  AR/MONROE
 EH1284  USGS QUAD   -  BRINKLEY (1971)
 EH1284
 EH1284                         *CURRENT SURVEY CONTROL
 EH1284  ___________________________________________________________________
 EH1284* NAD 83(1986)-  34 57 34.     (N)    091 11 17.     (W)     SCALED    
 EH1284* NAVD 88     -        62.086  (meters)     203.69   (feet)  ADJUSTED  
 EH1284  ___________________________________________________________________
 EH1284  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1284  DYNAMIC HT  -          62.030 (meters)     203.51  (feet)  COMP
 EH1284  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 EH1284
 EH1284  VERT ORDER  -  SECOND    CLASS 0
 EH1284
 EH1284.The horizontal coordinates were scaled from a topographic map and have
 EH1284.an estimated accuracy of +/- 6 seconds.
 EH1284
 EH1284.The orthometric height was determined by differential leveling
 EH1284.and adjusted by the National Geodetic Survey in June 1991..
 EH1284
 EH1284.The geoid height was determined by GEOID03.
 EH1284
 EH1284.The dynamic height is computed by dividing the NAVD 88
 EH1284.geopotential number by the normal gravity value computed on the
 EH1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1284.degrees latitude (g = 980.6199 gals.).
 EH1284
 EH1284.The modeled gravity was interpolated from observed gravity values.
 EH1284
 EH1284;                    North         East    Units  Estimated Accuracy
 EH1284;SPC AR S     -   654,610.      474,160.      MT  (+/- 180 meters Scaled)
 EH1284
 EH1284                          SUPERSEDED SURVEY CONTROL
 EH1284
 EH1284  NGVD 29 (??/??/??)   62.074  (m)          203.65   (f) ADJUSTED    2 0
 EH1284
 EH1284.Superseded values are not recommended for survey control.
 EH1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1284.See file dsdata.txt to determine how the superseded data were derived.
 EH1284
 EH1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU654700(NAD 83)
 EH1284_MARKER: DD = SURVEY DISK
 EH1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1284_STAMPING: IONA 1934
 EH1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1284+STABILITY: SURFACE MOTION
 EH1284
 EH1284  HISTORY     - Date     Condition        Report By
 EH1284  HISTORY     - 1934     MONUMENTED       ARGS
 EH1284
 EH1284                          STATION DESCRIPTION
 EH1284
 EH1284'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH1284'0.7 MI NW FROM FARGO.
 EH1284'ABOUT 0.7 MILE NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY
 EH1284'FROM THE CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT FARGO,
 EH1284'MONROE COUNTY, ABOUT 1 MILE EAST OF THE WATER STOP AT DEVUE, IN THE
 EH1284'N.E. 1/4, OF THE N.W. 1/4 OF SEC. 23, T. 4 N., R. 2 W., ABOUT 210 FEET
 EH1284'EAST OF A DIRT-ROAD CROSSING, ABOUT 85 FEET EAST OF A YARD-LIMIT SIGN,
 EH1284'ABOUT 65 FEET WEST OF THE TWENTY-SEVENTH POLE SOUTHEAST OF MILEPOST
 EH1284'310, AND 19 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK. A STATE
 EH1284'SURVEY STANDARD DISK, STAMPED IONA 1934 AND SET IN THE TOP OF A
 EH1284'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1287 ***********************************************************************
 EH1287  DESIGNATION -  IOWA
 EH1287  PID         -  EH1287
 EH1287  STATE/COUNTY-  AR/MONROE
 EH1287  USGS QUAD   -  BRINKLEY (1971)
 EH1287
 EH1287                         *CURRENT SURVEY CONTROL
 EH1287  ___________________________________________________________________
 EH1287* NAD 83(1986)-  34 58 08.     (N)    091 12 12.     (W)     SCALED    
 EH1287* NAVD 88     -        55.526  (meters)     182.17   (feet)  ADJUSTED  
 EH1287  ___________________________________________________________________
 EH1287  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1287  DYNAMIC HT  -          55.475 (meters)     182.00  (feet)  COMP
 EH1287  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 EH1287
 EH1287  VERT ORDER  -  SECOND    CLASS 0
 EH1287
 EH1287.The horizontal coordinates were scaled from a topographic map and have
 EH1287.an estimated accuracy of +/- 6 seconds.
 EH1287
 EH1287.The orthometric height was determined by differential leveling
 EH1287.and adjusted by the National Geodetic Survey in June 1991..
 EH1287
 EH1287.The geoid height was determined by GEOID03.
 EH1287
 EH1287.The dynamic height is computed by dividing the NAVD 88
 EH1287.geopotential number by the normal gravity value computed on the
 EH1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1287.degrees latitude (g = 980.6199 gals.).
 EH1287
 EH1287.The modeled gravity was interpolated from observed gravity values.
 EH1287
 EH1287;                    North         East    Units  Estimated Accuracy
 EH1287;SPC AR S     -   655,640.      472,760.      MT  (+/- 180 meters Scaled)
 EH1287
 EH1287                          SUPERSEDED SURVEY CONTROL
 EH1287
 EH1287  NGVD 29 (??/??/??)   55.513  (m)          182.13   (f) ADJUSTED    2 0
 EH1287
 EH1287.Superseded values are not recommended for survey control.
 EH1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1287.See file dsdata.txt to determine how the superseded data were derived.
 EH1287
 EH1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU640710(NAD 83)
 EH1287_MARKER: DD = SURVEY DISK
 EH1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1287_STAMPING: IOWA 1934
 EH1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1287+STABILITY: SURFACE MOTION
 EH1287
 EH1287  HISTORY     - Date     Condition        Report By
 EH1287  HISTORY     - 1934     MONUMENTED       ARGS
 EH1287
 EH1287                          STATION DESCRIPTION
 EH1287
 EH1287'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH1287'1.8 MI NW FROM FARGO.
 EH1287'ABOUT 1.8 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 EH1287'RAILWAY FROM THE CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT
 EH1287'FARGO, MONROE COUNTY, ABOUT 410 FEET WEST OF THE WATER STOP AT DEVUE,
 EH1287'IN THE S.W. 1/4, OF THE S.W. 1/4 OF SEC. 15, T. 4 N., R. 2 W., ABOUT
 EH1287'75 FEET SOUTH OF THE TWENTY-FIFTH POLE SOUTHEAST OF MILEPOST 309, 6
 EH1287'FEET EAST OF THE SOUTH ABUTMENT OF BRIDGE 309.7, 13 FEET SOUTH OF THE
 EH1287'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 EH1287'RAIL.  A STATE SURVEY STANDARD DISK, STAMPED IOWA 1934 AND SET IN THE
 EH1287'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1662 ***********************************************************************
 FG1662  DESIGNATION -  IRON MOUNTAIN LOOKOUT TOWER
 FG1662  PID         -  FG1662
 FG1662  STATE/COUNTY-  AR/STONE
 FG1662  USGS QUAD   -  MOUNTAIN VIEW (1969)
 FG1662
 FG1662                         *CURRENT SURVEY CONTROL
 FG1662  ___________________________________________________________________
 FG1662* NAD 83(1997)-  35 51 35.66212(N)    092 01 00.91759(W)     ADJUSTED  
 FG1662* NAVD 88     -                                                        
 FG1662  ___________________________________________________________________
 FG1662  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FG1662  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FG1662
 FG1662  HORZ ORDER  -  THIRD
 FG1662
 FG1662.The horizontal coordinates were established by classical geodetic methods
 FG1662.and adjusted by the National Geodetic Survey in September 1999..
 FG1662
 FG1662
 FG1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1662
 FG1662.The geoid height was determined by GEOID03.
 FG1662
 FG1662;                    North         East     Units Scale Factor Converg.
 FG1662;SPC AR N     -   169,361.933   398,471.677   MT  0.99994747   -0 00 35.4
 FG1662;SPC AR N     -   555,648.28  1,307,319.16   sFT  0.99994747   -0 00 35.4
 FG1662;UTM  15      - 3,968,856.279   588,760.344   MT  0.99969708   +0 34 33.3
 FG1662
 FG1662                          SUPERSEDED SURVEY CONTROL
 FG1662
 FG1662  NAD 83(1986)-  35 51 35.67366(N)    092 01 00.91664(W) AD(       ) 4
 FG1662  NAD 27      -  35 51 35.40400(N)    092 01 00.37400(W) AD(       ) 3
 FG1662
 FG1662.Superseded values are not recommended for survey control.
 FG1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1662.See file dsdata.txt to determine how the superseded data were derived.
 FG1662
 FG1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8876068856(NAD 83)
 FG1662_MARKER: 57 = LOOKOUT TOWER
 FG1662
 FG1662  HISTORY     - Date     Condition        Report By
 FG1662  HISTORY     - 1953     FIRST OBSERVED   CGS
 FG1662
 FG1662                          STATION DESCRIPTION
 FG1662
 FG1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1662'THE STATION IS IN SECTION 11, T 14 N, R 10 W, 6 MILES EAST
 FG1662'OF MOUNTAIN VIEW AND ON THE HIGHEST POINT OF A HIGH MOUNTAIN
 FG1662'KNOWN AS IRON MOUNTAIN.
 FG1662'
 FG1662'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE WITH A STEEL AND
 FG1662'WOODEN STAIRWAY UP TO THE GLASS ENCLOSED CABIN OR OBSERVATION
 FG1662'PLATFORM AT THE APEX OF THE STRUCTURE.
 FG1662'
 FG1662'THE POINT INTERSECTED WAS THE TOP-CENTER.
 FG1662'
 FG1662'A TRAVERSE CONNECTION WAS MADE FROM THE TRIANGULATION STATION
 FG1662'IRONS POINT (USGS) TO A POINT BENEATH THE LOOKOUT TOWER THAT
 FG1662'WAS THE APPROXIMATE CENTER OF THE FOUR LEGS AT GROUND LEVEL.
 FG1662'THE MEASURED DISTANCE WAS 159.39 FEET (48.582 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1937 ***********************************************************************
 EJ1937  DESIGNATION -  IRONS
 EJ1937  PID         -  EJ1937
 EJ1937  STATE/COUNTY-  AR/MONTGOMERY
 EJ1937  USGS QUAD   -  FANNIE (1975)
 EJ1937
 EJ1937                         *CURRENT SURVEY CONTROL
 EJ1937  ___________________________________________________________________
 EJ1937* NAD 83(1997)-  34 41 30.37379(N)    093 24 35.08124(W)     ADJUSTED  
 EJ1937* NAVD 88     -       216.5    (meters)     710.     (feet)  VERTCON   
 EJ1937  ___________________________________________________________________
 EJ1937  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 EJ1937  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 EJ1937
 EJ1937  HORZ ORDER  -  THIRD
 EJ1937
 EJ1937.The horizontal coordinates were established by classical geodetic methods
 EJ1937.and adjusted by the National Geodetic Survey in September 1999..
 EJ1937
 EJ1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1937
 EJ1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1937
 EJ1937.The geoid height was determined by GEOID03.
 EJ1937
 EJ1937;                    North         East     Units Scale Factor Converg.
 EJ1937;SPC AR S     -   625,504.699   270,832.391   MT  0.99998415   -0 47 20.5
 EJ1937;SPC AR S     - 2,052,176.67    888,555.94   sFT  0.99998415   -0 47 20.5
 EJ1937;SPC AR N     -    40,691.202   270,823.408   MT  1.00005626   -0 49 13.2
 EJ1937;SPC AR N     -   133,501.05    888,526.46   sFT  1.00005626   -0 49 13.2
 EJ1937;UTM  15      - 3,838,938.832   462,470.331   MT  0.99961736   -0 13 59.6
 EJ1937
 EJ1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1937!SPC AR S     -   0.99997050  x   0.99998415  =   0.99995465
 EJ1937!SPC AR N     -   0.99997050  x   1.00005626  =   1.00002675
 EJ1937!UTM  15      -   0.99997050  x   0.99961736  =   0.99958787
 EJ1937
 EJ1937|---------------------------------------------------------------------|
 EJ1937| PID    Reference Object                     Distance      Geod. Az  |
 EJ1937|                                                           dddmmss.s |
 EJ1937| CX6540 IRONS RM 1                           18.681 METERS 12314     |
 EJ1937| CX7310 C 1416                                             1420856.0 |
 EJ1937| EJ1935 HICKORY                             APPROX.14.7 KM 1842029.0 |
 EJ1937| CX6541 IRONS RM 2                           17.556 METERS 20704     |
 EJ1937|---------------------------------------------------------------------|
 EJ1937
 EJ1937                          SUPERSEDED SURVEY CONTROL
 EJ1937
 EJ1937  NAD 83(1997)-  34 41 30.38385(N)    093 24 35.07638(W) AD(       ) 3
 EJ1937  NAD 83(1986)-  34 41 30.38464(N)    093 24 35.07403(W) AD(       ) 3
 EJ1937  NAD 27      -  34 41 30.03560(N)    093 24 34.41010(W) AD(       ) 3
 EJ1937  NGVD 29 (07/19/86)  216.5    (m)          710.     (f) VERT ANG       
 EJ1937
 EJ1937.Superseded values are not recommended for survey control.
 EJ1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1937.See file dsdata.txt to determine how the superseded data were derived.
 EJ1937
 EJ1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6247038939(NAD 83)
 EJ1937_MARKER: DS = TRIANGULATION STATION DISK
 EJ1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1937
 EJ1937  HISTORY     - Date     Condition        Report By
 EJ1937  HISTORY     - 1956     MONUMENTED       CGS
 EJ1937  HISTORY     - 1961     GOOD             CGS
 EJ1937
 EJ1937                          STATION DESCRIPTION
 EJ1937
 EJ1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1937'THE STATION IS LOCATED ABOUT 12.5 MILES NORTH-NORTHWEST OF
 EJ1937'CRYSTAL SPRINGS AND U.S. HIGHWAY 270, 6-1/4 MILES EAST OF
 EJ1937'STORY AND STATE HIGHWAY 27 AND 3/4 MILE WEST OF THE
 EJ1937'GARLAND-MONTGOMERY COUNTY LINE.  IT IS ON THE SUMMIT OF A LOW
 EJ1937'RIDGE WHICH LIES IN A NORTHWEST-SOUTHEAST DIRECTION AND
 EJ1937'ON THE SOUTH SIDE OF A BLADED ROAD.
 EJ1937'
 EJ1937'TO REACH THE STATION FROM THE POST OFFICE IN STORY, DRIVE
 EJ1937'EAST FOR 0.15 MILE TO A Y-FORK.  KEEP LEFT FORK AND CONTINUE
 EJ1937'EASTERLY FOR 2.6 TO A CROSSROAD AND THE FANNIE POST OFFICE
 EJ1937'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.85 MILE
 EJ1937'TO A SIDE ROAD ON THE LEFT.  KEEP STRAIGHT AHEAD FOR 0.3
 EJ1937'MILE TO A Y-FORK.  KEEP RIGHT FORK AND CONTINUE EASTERLY
 EJ1937'FOR 1.55 MILES TO THE JUNCTION OF FIVE ROADS AT TWO HOUSES
 EJ1937'AND A U.S. ENGINEERS DEPARTMENT BENCH MARK, WHICH WAS USED
 EJ1937'FOR AN AZIMUTH, ON THE RIGHT.  TURN SHARP LEFT AND DRIVE
 EJ1937'NORTHWEST FOR 0.15 MILE TO A CLEARED AREA AT THE TOP OF A
 EJ1937'LOW RISE AND THE STATION ON THE LEFT.
 EJ1937'
 EJ1937'THE STATION MARK AND REFERENCE MARKS 1 AND 2 ARE STANDARD
 EJ1937'DISKS.
 EJ1937'
 EJ1937'THE STATION MARK, STAMPED IRONS 1956, IS SET IN THE TOP OF
 EJ1937'A CONCRETE MONUMENT WHICH IS 10 INCHES SQUARE AND PROJECTS ABOUT 1
 EJ1937'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 24 FEET SOUTH OF THE
 EJ1937'CENTER OF THE BLADED ROAD AND 4.8 FEET EAST OF A WHITE WITNESS
 EJ1937'POST WHICH IS 4 INCHES SQUARE.
 EJ1937'
 EJ1937'REFERENCE MARK 1, STAMPED IRONS NO 1 1956, IS SET IN THE
 EJ1937'TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 EJ1937'AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EJ1937'IT IS 30 FEET SOUTH OF THE CENTER OF THE BLADED ROAD.
 EJ1937'
 EJ1937'REFERENCE MARK 2, STAMPED IRONS NO 2 1956, IS SET IN THE TOP
 EJ1937'OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 EJ1937'AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EJ1937'
 EJ1937'THE U.S. ENGINEERS DEPARTMENT BENCH MARK IS A STANDARD DISK,
 EJ1937'STAMPED C 1416, SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 EJ1937'IS ABOUT 10 INCHES SQUARE AND FLUSH WITH THE SURFACE OF THE
 EJ1937'GROUND.  IT IS 46 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 EJ1937'INTERSECTION OF THE FIVE ROADS, 26 FEET NORTH-NORTHWEST OF A
 EJ1937'FENCE CORNER AND 23 FEET SOUTH OF THE CENTER OF THE BLADED
 EJ1937'ROAD LEADING WEST FROM THE INTERSECTION.
 EJ1937
 EJ1937                          STATION RECOVERY (1961)
 EJ1937
 EJ1937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ1937'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ1937'CONDITION.
 EJ1937'
 EJ1937'AN ERROR WAS FOUND IN THE DESCRIPTION TO REACH THE STATION
 EJ1937'SO A NEW DESCRIPTION FOLLOWS.
 EJ1937'
 EJ1937'TO REACH FROM THE VILLAGE OF STORY, GO EAST FOR 0.15 MILE TO FORKS,
 EJ1937'TAKE LEFT FORK AND CONTINUE FOR 1.45 MILES TO FORKS, TAKE
 EJ1937'LEFT FORK AND CONTINUE FOR 2.5 MILES TO A SMALL STORE AND
 EJ1937'SERVICE STATION ON THE LEFT, CONTINUE EAST ON MAIN ROAD
 EJ1937'FOR 2.7 MILES TO THE JUNCTION OF FIVE ROADS AND THE AZIMUTH
 EJ1937'MARK ON THE RIGHT, TURN SHARP LEFT AND GO NORTHWEST FOR
 EJ1937'0.15 MILE TO THE STATION ON THE LEFT AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1661 ***********************************************************************
 FG1661  DESIGNATION -  IRONS MT
 FG1661  PID         -  FG1661
 FG1661  STATE/COUNTY-  AR/STONE
 FG1661  USGS QUAD   -  MOUNTAIN VIEW (1969)
 FG1661
 FG1661                         *CURRENT SURVEY CONTROL
 FG1661  ___________________________________________________________________
 FG1661* NAD 83(1997)-  35 51 34.58145(N)    092 01 02.32731(W)     ADJUSTED  
 FG1661* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 FG1661  ___________________________________________________________________
 FG1661  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FG1661  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FG1661
 FG1661  HORZ ORDER  -  FIRST
 FG1661
 FG1661.The horizontal coordinates were established by classical geodetic methods
 FG1661.and adjusted by the National Geodetic Survey in September 1999..
 FG1661
 FG1661.The orthometric height was scaled from a topographic map.
 FG1661
 FG1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1661
 FG1661.The geoid height was determined by GEOID03.
 FG1661
 FG1661;                    North         East     Units Scale Factor Converg.
 FG1661;SPC AR N     -   169,328.634   398,436.303   MT  0.99994745   -0 00 36.3
 FG1661;SPC AR N     -   555,539.03  1,307,203.10   sFT  0.99994745   -0 00 36.3
 FG1661;UTM  15      - 3,968,822.628   588,725.322   MT  0.99969700   +0 34 32.5
 FG1661
 FG1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1661!SPC AR N     -   0.99992945  x   0.99994745  =   0.99987690
 FG1661!UTM  15      -   0.99992945  x   0.99969700  =   0.99962647
 FG1661
 FG1661|---------------------------------------------------------------------|
 FG1661| PID    Reference Object                     Distance      Geod. Az  |
 FG1661|                                                           dddmmss.s |
 FG1661| FG1662 IRON MOUNTAIN LOOKOUT TOWER          48.584 METERS 04643     |
 FG1661| CI1746 IRONS POINT RM 1                     21.721 METERS 20150     |
 FG1661| CI1747 IRONS POINT RM 2                     20.757 METERS 28851     |
 FG1661| FG1660 BRANDENBURG MT                      APPROX.14.1 KM 3493156.4 |
 FG1661|---------------------------------------------------------------------|
 FG1661
 FG1661                          SUPERSEDED SURVEY CONTROL
 FG1661
 FG1661  NAD 83(1986)-  35 51 34.59318(N)    092 01 02.32655(W) AD(       ) 1
 FG1661  NAD 27      -  35 51 34.32300(N)    092 01 01.78300(W) AD(       ) 1
 FG1661
 FG1661.Superseded values are not recommended for survey control.
 FG1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1661.See file dsdata.txt to determine how the superseded data were derived.
 FG1661
 FG1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8872568823(NAD 83)
 FG1661_MARKER: DD = SURVEY DISK
 FG1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1661+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 FG1661
 FG1661  HISTORY     - Date     Condition        Report By
 FG1661  HISTORY     - 1953     MONUMENTED       USGS
 FG1661  HISTORY     - 1964     GOOD             USGS
 FG1661  HISTORY     - 20050725 GOOD             ARHD
 FG1661
 FG1661                          STATION DESCRIPTION
 FG1661
 FG1661'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JCM)
 FG1661'THE STATION IS IN SECTION 11, T 14 N., R 10 W., 6 MILES EAST
 FG1661'OF MOUNTAIN VIEW, ON THE NORTH END OF A HIGH MOUNTAIN KNOWN AS
 FG1661'IRONS MOUNTAIN, 159 FEET SOUTHWEST OF THE CENTER OF THE IRON
 FG1661'MOUNTAIN LOOKOUT TOWER, 60 FEET EAST OF THE CENTER OF A WOODS ROAD,
 FG1661'4 FEET SOUTHWEST OF A 4 IN X 4 IN WITNESS POST AND ON LAND OWNED
 FG1661'BY MRS. NOLA HARPER.
 FG1661'
 FG1661'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN VIEW,
 FG1661'GO EASTERLY ON STATE HIGHWAY 14 FOR 6.9 MILES TO A SIDE ROAD
 FG1661'ON THE RIGHT AND SIGN LOOKOUT TOWER, TURN RIGHT AND FOLLOW
 FG1661'STEEP GRAVELED ROAD FOR 1.2 MILES TO THE LOOKOUT TOWER AND
 FG1661'STATION AS DESCRIBED.
 FG1661'
 FG1661'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 FG1661'DISK SET IN CENMENT IN A DRILLED HOLE IN THE TOP OF A 6-INCH
 FG1661'SQUARE CONCRETE POST THAT PROTRUDES 8 INCHES AND THE DISK IS
 FG1661'STAMPED IRON MT.
 FG1661'
 FG1661'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1661'IRONS POINT USGS NO 1 1953.
 FG1661'
 FG1661'REFERENCE MARK 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1661'IRONS POINT USGS NO 2 1953.
 FG1661'
 FG1661'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISHED AN AZIMUTH
 FG1661'MARK.
 FG1661'
 FG1661'BOTH REFERENCES MARKS ARE STANDARD DISKS SET IN THE TOPS
 FG1661'OF 12-INCH SQUARE CONCRETE POSTS.
 FG1661'
 FG1661'A TRAVERSE MEASUREMENT WAS MADE TO THE CENTER OF THE LOOKOUT
 FG1661'TOWER.
 FG1661'
 FG1661'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FG1661
 FG1661                          STATION RECOVERY (1964)
 FG1661
 FG1661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (WGR)
 FG1661'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  LOOKOUT
 FG1661'TOWER IN GOOD CONDITION.
 FG1661'
 FG1661'THE LOOKOUT SIGN IS NO LONGER UP.
 FG1661
 FG1661                          STATION RECOVERY (2005)
 FG1661
 FG1661'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1281 ***********************************************************************
 EH1281  DESIGNATION -  ISLE
 EH1281  PID         -  EH1281
 EH1281  STATE/COUNTY-  AR/MONROE
 EH1281  USGS QUAD   -  BRINKLEY (1971)
 EH1281
 EH1281                         *CURRENT SURVEY CONTROL
 EH1281  ___________________________________________________________________
 EH1281* NAD 83(1986)-  34 56 28.     (N)    091 09 30.     (W)     SCALED    
 EH1281* NAVD 88     -        59.001  (meters)     193.57   (feet)  ADJUSTED  
 EH1281  ___________________________________________________________________
 EH1281  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1281  DYNAMIC HT  -          58.947 (meters)     193.40  (feet)  COMP
 EH1281  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 EH1281
 EH1281  VERT ORDER  -  SECOND    CLASS 0
 EH1281
 EH1281.The horizontal coordinates were scaled from a topographic map and have
 EH1281.an estimated accuracy of +/- 6 seconds.
 EH1281
 EH1281.The orthometric height was determined by differential leveling
 EH1281.and adjusted by the National Geodetic Survey in June 1991..
 EH1281
 EH1281.The geoid height was determined by GEOID03.
 EH1281
 EH1281.The dynamic height is computed by dividing the NAVD 88
 EH1281.geopotential number by the normal gravity value computed on the
 EH1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1281.degrees latitude (g = 980.6199 gals.).
 EH1281
 EH1281.The modeled gravity was interpolated from observed gravity values.
 EH1281
 EH1281;                    North         East    Units  Estimated Accuracy
 EH1281;SPC AR S     -   652,590.      476,890.      MT  (+/- 180 meters Scaled)
 EH1281
 EH1281                          SUPERSEDED SURVEY CONTROL
 EH1281
 EH1281  NGVD 29 (??/??/??)   58.993  (m)          193.55   (f) ADJUSTED    2 0
 EH1281
 EH1281.Superseded values are not recommended for survey control.
 EH1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1281.See file dsdata.txt to determine how the superseded data were derived.
 EH1281
 EH1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU681680(NAD 83)
 EH1281_MARKER: DD = SURVEY DISK
 EH1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1281_STAMPING: ISLE 1934
 EH1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1281+STABILITY: SURFACE MOTION
 EH1281
 EH1281  HISTORY     - Date     Condition        Report By
 EH1281  HISTORY     - 1934     MONUMENTED       ARGS
 EH1281
 EH1281                          STATION DESCRIPTION
 EH1281
 EH1281'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EH1281'1.4 MI SE FROM FARGO.
 EH1281'ABOUT 1.4 MILES SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 EH1281'RAILWAY FROM THE CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT
 EH1281'FARGO, MONROE COUNTY, IN THE N.E. 1/4, OF THE N.E. 1/4 OF SEC. 25, T.
 EH1281'4 N., R. 2 W., ABOUT 850 FEET SOUTHEAST OF A DIRT-ROAD CROSSING, ABOUT
 EH1281'40 FEET SOUTHEAST OF MILEPOST 313, AND 14 FEET NORTHEAST OF THE CENTER
 EH1281'LINE OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED ISLE 1934
 EH1281'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1302 ***********************************************************************
 DL1302  DESIGNATION -  IVAN
 DL1302  PID         -  DL1302
 DL1302  STATE/COUNTY-  AR/DALLAS
 DL1302  USGS QUAD   -  IVAN (1985)
 DL1302
 DL1302                         *CURRENT SURVEY CONTROL
 DL1302  ___________________________________________________________________
 DL1302* NAD 83(1997)-  33 53 16.84522(N)    092 24 47.62525(W)     ADJUSTED  
 DL1302* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 DL1302  ___________________________________________________________________
 DL1302  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DL1302  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DL1302
 DL1302  HORZ ORDER  -  THIRD
 DL1302
 DL1302.The horizontal coordinates were established by classical geodetic methods
 DL1302.and adjusted by the National Geodetic Survey in September 1999..
 DL1302
 DL1302.The orthometric height was scaled from a topographic map.
 DL1302
 DL1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1302
 DL1302.The geoid height was determined by GEOID03.
 DL1302
 DL1302;                    North         East     Units Scale Factor Converg.
 DL1302;SPC AR S     -   535,539.131   361,776.977   MT  0.99992172   -0 13 52.6
 DL1302;SPC AR S     - 1,757,014.63  1,186,929.97   sFT  0.99992172   -0 13 52.6
 DL1302;UTM  15      - 3,749,894.060   554,258.375   MT  0.99963629   +0 19 37.8
 DL1302
 DL1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1302!SPC AR S     -   0.99999296  x   0.99992172  =   0.99991468
 DL1302!UTM  15      -   0.99999296  x   0.99963629  =   0.99962925
 DL1302
 DL1302|---------------------------------------------------------------------|
 DL1302| PID    Reference Object                     Distance      Geod. Az  |
 DL1302|                                                           dddmmss.s |
 DL1302| CY6300 IVAN RM 1                            39.494 METERS 05448     |
 DL1302| CY6302 IVAN RM 3                                          1780608.9 |
 DL1302| CY6301 IVAN RM 2                            26.032 METERS 33330     |
 DL1302| DL1301 CLEVELAND                           APPROX. 9.9 KM 3592904.5 |
 DL1302|---------------------------------------------------------------------|
 DL1302
 DL1302                          SUPERSEDED SURVEY CONTROL
 DL1302
 DL1302  NAD 83(1997)-  33 53 16.85546(N)    092 24 47.61698(W) AD(       ) 3
 DL1302  NAD 83(1986)-  33 53 16.85580(N)    092 24 47.61722(W) AD(       ) 3
 DL1302  NAD 27      -  33 53 16.48311(N)    092 24 47.06716(W) AD(       ) 3
 DL1302
 DL1302.Superseded values are not recommended for survey control.
 DL1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1302.See file dsdata.txt to determine how the superseded data were derived.
 DL1302
 DL1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5425849894(NAD 83)
 DL1302_MARKER: DS = TRIANGULATION STATION DISK
 DL1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1302_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1302
 DL1302  HISTORY     - Date     Condition        Report By
 DL1302  HISTORY     - 1964     MONUMENTED       CGS
 DL1302
 DL1302                          STATION DESCRIPTION
 DL1302
 DL1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1302'ABOUT 11 MILES SOUTH OF FARINDALE, 5 MILES NORTH OF FORDYCE,
 DL1302'2 MILES SOUTH SOUTHEAST OF THE SMALL SETTLEMENT OF IVAN, IN
 DL1302'THE SOUTHEAST 1/4 OF SEC. 34, T-9-S, R-13-W, AND ON ROAD
 DL1302'RIGHT-OF-WAY.  IT IS 164 FEET WEST OF THE NORTHWEST CORNER OF
 DL1302'A BRICK HOUSE, 100 FEET SOUTHEAST OF A PAVED CROSSROAD
 DL1302'INTERSECTION, 74 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 DL1302'HIGHWAY 167, 50 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED
 DL1302'ROAD EAST AND 22 FEET SOUTHWEST OF A 12 INCH OAK TREE.  THE
 DL1302'MONUMENT IS FLUSH AND THE DISK IS STAMPED IVAN 1964.
 DL1302'
 DL1302'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 DL1302'AND STATE HIGHWAY 48 IN FARINDALE, GO SOUTH ON HIGHWAY 167
 DL1302'FOR 12.6 MILES TO THE POST OFFICE AND A PAVED ROAD WEST IN
 DL1302'THE SMALL SETTLEMENT OF IVAN.  CONTINUE SOUTHEASTERLY ON
 DL1302'HIGHWAY 167 FOR 1.85 MILES TO A PAVED CROSSROAD AND THE STATION
 DL1302'IN THE SOUTHEAST ANGLE.
 DL1302'
 DL1302'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON
 DL1302'HIGHWAY 167 FOR 0.15 MILE TO REFERENCE MARK 3 ON THE RIGHT.
 DL1302'
 DL1302'REFERENCE MARK 1 IS 109 FEET NORTHWEST OF THE NORTHWEST CORNER
 DL1302'OF THE HOUSE, 28 FEET NORTHEAST OF A POWER POLE, AND 24 FEET
 DL1302'NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD EAST.  THE
 DL1302'MONUMENT IS FLUSH AND THE DISK IS STAMPED IVAN NO 1 1964.
 DL1302'
 DL1302'REFERENCE MARK 2 IS 54 FEET NORTHEAST OF THE INTERSECTION,
 DL1302'29 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD EAST
 DL1302'AND 3 FEET SOUTHWEST OF A POWER POLE.  THE MONUMENT IS FLUSH
 DL1302'AND THE DISK IS STAMPED IVAN NO 2 1964.
 DL1302'
 DL1302'REFERENCE MARK 3 IS 36 FEET SOUTHWEST OF THE CENTERLINE OF
 DL1302'THE HIGHWAY, 18 FEET NORTH OF A 20 INCH PINE TREE, 2 FEET
 DL1302'NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A WITNESS
 DL1302'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DL1302'IVAN NO 3 1964.
 DL1302'
 DL1302'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1257 ***********************************************************************
 FF1257  DESIGNATION -  IZAC
 FF1257  PID         -  FF1257
 FF1257  STATE/COUNTY-  AR/WOODRUFF
 FF1257  USGS QUAD   -  GREGORY SW (1993)
 FF1257
 FF1257                         *CURRENT SURVEY CONTROL
 FF1257  ___________________________________________________________________
 FF1257* NAD 83(1986)-  35 05 11.     (N)    091 22 58.     (W)     SCALED    
 FF1257* NAVD 88     -        58.376  (meters)     191.52   (feet)  ADJUSTED  
 FF1257  ___________________________________________________________________
 FF1257  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF1257  DYNAMIC HT  -          58.322 (meters)     191.34  (feet)  COMP
 FF1257  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 FF1257
 FF1257  VERT ORDER  -  SECOND    CLASS 0
 FF1257
 FF1257.The horizontal coordinates were scaled from a topographic map and have
 FF1257.an estimated accuracy of +/- 6 seconds.
 FF1257
 FF1257.The orthometric height was determined by differential leveling
 FF1257.and adjusted by the National Geodetic Survey in June 1991..
 FF1257
 FF1257.The geoid height was determined by GEOID03.
 FF1257
 FF1257.The dynamic height is computed by dividing the NAVD 88
 FF1257.geopotential number by the normal gravity value computed on the
 FF1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1257.degrees latitude (g = 980.6199 gals.).
 FF1257
 FF1257.The modeled gravity was interpolated from observed gravity values.
 FF1257
 FF1257;                    North         East    Units  Estimated Accuracy
 FF1257;SPC AR N     -    83,720.      456,280.      MT  (+/- 180 meters Scaled)
 FF1257
 FF1257                          SUPERSEDED SURVEY CONTROL
 FF1257
 FF1257  NGVD 29 (??/??/??)   58.348  (m)          191.43   (f) ADJUSTED    2 0
 FF1257
 FF1257.Superseded values are not recommended for survey control.
 FF1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1257.See file dsdata.txt to determine how the superseded data were derived.
 FF1257
 FF1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU474838(NAD 83)
 FF1257_MARKER: DD = SURVEY DISK
 FF1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1257_STAMPING: IZAC 1934
 FF1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1257+STABILITY: SURFACE MOTION
 FF1257
 FF1257  HISTORY     - Date     Condition        Report By
 FF1257  HISTORY     - 1934     MONUMENTED       ARGS
 FF1257  HISTORY     - 1935     GOOD             CGS
 FF1257  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1257
 FF1257                          STATION DESCRIPTION
 FF1257
 FF1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1257'1.3 MI NW FROM DIXIE.
 FF1257'ABOUT 1.3 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1257'RAILWAY FROM THE STATION AT DIXIE, WOODRUFF COUNTY, IN THE N.W.
 FF1257'1/4, OF THE S.E. 1/4, SEC. 2, T. 5 N., R. 4 W., 64 FEET SOUTHWEST
 FF1257'OF THE TWENTY-FIFTH POLE SOUTHEAST OF MILEPOST 296, 41 FEET SOUTH
 FF1257'OF THE SOUTHEAST ABUTMENT OF BRIDGE 296.7, 13 FEET SOUTH OF THE
 FF1257'CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 FF1257'A STATE SURVEY STANDARD DISK, STAMPED IZAC 1934 AND SET IN THE
 FF1257'TOP OF A CONCRETE POST.
 FF1257
 FF1257                          STATION RECOVERY (2003)
 FF1257
 FF1257'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1256 ***********************************************************************
 FF1256  DESIGNATION -  IZZY
 FF1256  PID         -  FF1256
 FF1256  STATE/COUNTY-  AR/WOODRUFF
 FF1256  USGS QUAD   -  COTTON PLANT (1993)
 FF1256
 FF1256                         *CURRENT SURVEY CONTROL
 FF1256  ___________________________________________________________________
 FF1256* NAD 83(1986)-  35 04 25.     (N)    091 21 50.     (W)     SCALED    
 FF1256* NAVD 88     -        58.481  (meters)     191.87   (feet)  ADJUSTED  
 FF1256  ___________________________________________________________________
 FF1256  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF1256  DYNAMIC HT  -          58.427 (meters)     191.69  (feet)  COMP
 FF1256  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FF1256
 FF1256  VERT ORDER  -  SECOND    CLASS 0
 FF1256
 FF1256.The horizontal coordinates were scaled from a topographic map and have
 FF1256.an estimated accuracy of +/- 6 seconds.
 FF1256
 FF1256.The orthometric height was determined by differential leveling
 FF1256.and adjusted by the National Geodetic Survey in June 1991..
 FF1256
 FF1256.The geoid height was determined by GEOID03.
 FF1256
 FF1256.The dynamic height is computed by dividing the NAVD 88
 FF1256.geopotential number by the normal gravity value computed on the
 FF1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1256.degrees latitude (g = 980.6199 gals.).
 FF1256
 FF1256.The modeled gravity was interpolated from observed gravity values.
 FF1256
 FF1256;                    North         East    Units  Estimated Accuracy
 FF1256;SPC AR N     -    82,320.      458,020.      MT  (+/- 180 meters Scaled)
 FF1256
 FF1256                          SUPERSEDED SURVEY CONTROL
 FF1256
 FF1256  NGVD 29 (??/??/??)   58.454  (m)          191.78   (f) ADJUSTED    2 0
 FF1256
 FF1256.Superseded values are not recommended for survey control.
 FF1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1256.See file dsdata.txt to determine how the superseded data were derived.
 FF1256
 FF1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU491824(NAD 83)
 FF1256_MARKER: DD = SURVEY DISK
 FF1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1256_STAMPING: IZZY 1934
 FF1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1256+STABILITY: SURFACE MOTION
 FF1256
 FF1256  HISTORY     - Date     Condition        Report By
 FF1256  HISTORY     - 1934     MONUMENTED       ARGS
 FF1256  HISTORY     - 1935     GOOD             CGS
 FF1256  HISTORY     - 1967     MARK NOT FOUND   USGS
 FF1256
 FF1256                          STATION DESCRIPTION
 FF1256
 FF1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1256'AT DIXIE.
 FF1256'AT DIXIE, WOODRUFF COUNTY, ABOUT 55 FEET SOUTHEAST OF THE
 FF1256'MISSOURI AND NORTH ARKANSAS RAILWAY STATION, 3 FEET SOUTHWEST
 FF1256'OF THE SIXTH POLE SOUTHEAST OF MILEPOST 298, ABOUT 135 FEET
 FF1256'NORTHWEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 38, 43
 FF1256'FEET NORTHWEST OF A SWITCH FROG ON THE NORTH RAIL OF THE MAIN-LINE
 FF1256'TRACK, 12 FEET EAST OF A MAIL CATCH STAND, AND 15 FEET NORTHEAST
 FF1256'OF THE CENTER LINE OF THE MAIN TRACK.  A STATE SURVEY STANDARD
 FF1256'DISK, STAMPED IZZY 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1256'NOTE-- GRADE HAS BEEN LEVELED.
 FF1256
 FF1256                          STATION RECOVERY (1967)
 FF1256
 FF1256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FF1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1527 ***********************************************************************
 EH1527  DESIGNATION -  J
 EH1527  PID         -  EH1527
 EH1527  STATE/COUNTY-  AR/LINCOLN
 EH1527  USGS QUAD   -  CADES (1975)
 EH1527
 EH1527                         *CURRENT SURVEY CONTROL
 EH1527  ___________________________________________________________________
 EH1527* NAD 83(1986)-  34 02 16.     (N)    091 37 00.     (W)     SCALED    
 EH1527* NAVD 88     -        54.711  (meters)     179.50   (feet)  ADJUSTED  
 EH1527  ___________________________________________________________________
 EH1527  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH1527  DYNAMIC HT  -          54.657 (meters)     179.32  (feet)  COMP
 EH1527  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 EH1527
 EH1527  VERT ORDER  -  FIRST     CLASS II
 EH1527
 EH1527.The horizontal coordinates were scaled from a topographic map and have
 EH1527.an estimated accuracy of +/- 6 seconds.
 EH1527
 EH1527.The orthometric height was determined by differential leveling
 EH1527.and adjusted by the National Geodetic Survey in June 1991..
 EH1527.WARNING-Repeat measurements at this control monument indicate possible
 EH1527.vertical movement.
 EH1527
 EH1527.The geoid height was determined by GEOID03.
 EH1527
 EH1527.The dynamic height is computed by dividing the NAVD 88
 EH1527.geopotential number by the normal gravity value computed on the
 EH1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1527.degrees latitude (g = 980.6199 gals.).
 EH1527
 EH1527.The modeled gravity was interpolated from observed gravity values.
 EH1527
 EH1527;                    North         East    Units  Estimated Accuracy
 EH1527;SPC AR S     -   552,140.      435,400.      MT  (+/- 180 meters Scaled)
 EH1527
 EH1527                          SUPERSEDED SURVEY CONTROL
 EH1527
 EH1527  NGVD 29 (??/??/??)   54.785  (m)          179.74   (f) ADJUSTED    1 2
 EH1527
 EH1527.Superseded values are not recommended for survey control.
 EH1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1527.See file dsdata.txt to determine how the superseded data were derived.
 EH1527
 EH1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT276672(NAD 83)
 EH1527_MARKER: Z = SEE DESCRIPTION
 EH1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1527_SP_SET: GRANITE POST
 EH1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1527+STABILITY: SURFACE MOTION
 EH1527
 EH1527  HISTORY     - Date     Condition        Report By
 EH1527  HISTORY     - UNK      MONUMENTED       CGS
 EH1527  HISTORY     - 1954     GOOD             CGS
 EH1527  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1527
 EH1527                          STATION DESCRIPTION
 EH1527
 EH1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1527'0.2 MI SE FROM VARNER.
 EH1527'0.2 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1527'STATION SIGN AT VARNER, 9 POLES SOUTHEAST OF MILEPOST 415, 134 FEET
 EH1527'SOUTHWEST OF THE SOUTHWEST RAIL, 26 FEET SOUTHEAST OF A 36 INCH
 EH1527'HICKORY TREE, 29 FEET SOUTHWEST OF A 24 INCH HICKORY TREE, 2 FEET
 EH1527'NORTHWEST OF A WITNESS POST, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF
 EH1527'A GRANITE POST WHICH IS FLUSH WITH THE GROUND, SURROUNDED BY THE
 EH1527'LETTERS USBM.
 EH1527
 EH1527                          STATION RECOVERY (1984)
 EH1527
 EH1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1527'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0559 ***********************************************************************
 GE0559  DESIGNATION -  J 1
 GE0559  PID         -  GE0559
 GE0559  STATE/COUNTY-  AR/FULTON
 GE0559  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE0559
 GE0559                         *CURRENT SURVEY CONTROL
 GE0559  ___________________________________________________________________
 GE0559* NAD 83(1986)-  36 25 50.     (N)    091 31 06.     (W)     SCALED    
 GE0559* NAVD 88     -       139.859  (meters)     458.85   (feet)  ADJUSTED  
 GE0559  ___________________________________________________________________
 GE0559  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GE0559  DYNAMIC HT  -         139.742 (meters)     458.47  (feet)  COMP
 GE0559  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GE0559
 GE0559  VERT ORDER  -  FIRST     CLASS II
 GE0559
 GE0559.The horizontal coordinates were scaled from a topographic map and have
 GE0559.an estimated accuracy of +/- 6 seconds.
 GE0559
 GE0559.The orthometric height was determined by differential leveling
 GE0559.and adjusted by the National Geodetic Survey in June 1991..
 GE0559
 GE0559.The geoid height was determined by GEOID03.
 GE0559
 GE0559.The dynamic height is computed by dividing the NAVD 88
 GE0559.geopotential number by the normal gravity value computed on the
 GE0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0559.degrees latitude (g = 980.6199 gals.).
 GE0559
 GE0559.The modeled gravity was interpolated from observed gravity values.
 GE0559
 GE0559;                    North         East    Units  Estimated Accuracy
 GE0559;SPC AR N     -   232,790.      443,190.      MT  (+/- 180 meters Scaled)
 GE0559
 GE0559                          SUPERSEDED SURVEY CONTROL
 GE0559
 GE0559  NGVD 29 (??/??/92)  139.742  (m)          458.47   (f) ADJ UNCH    1 2
 GE0559
 GE0559.Superseded values are not recommended for survey control.
 GE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0559.See file dsdata.txt to determine how the superseded data were derived.
 GE0559
 GE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA328327(NAD 83)
 GE0559_MARKER: DB = BENCH MARK DISK
 GE0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0559_SP_SET: BRIDGE
 GE0559_STAMPING: J 1 1928
 GE0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0559
 GE0559  HISTORY     - Date     Condition        Report By
 GE0559  HISTORY     - 1928     MONUMENTED       CGS
 GE0559  HISTORY     - 1934     GOOD             NGS
 GE0559
 GE0559                          STATION DESCRIPTION
 GE0559
 GE0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0559'3.8 MI N FROM MANY ISLAND.
 GE0559'3.8 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0559'THE STATION AT MANY ISLAND, FULTON COUNTY, BETWEEN POLES 347/21
 GE0559'AND 347/22, AT PLATE-GIRDER BRIDGE NO. 347.8, IN THE TOP OF THE
 GE0559'EAST CORNER OF THE SOUTH ABUTMENT, 7.3 FEET EAST OF THE CENTERLINE
 GE0559'OF THE MAIN TRACK, AND 1 FOOT BELOW THE TOP OF THE RAIL.  A
 GE0559'STANDARD DISK, STAMPED J 1 1928.
 GE0559
 GE0559                          STATION RECOVERY (1934)
 GE0559
 GE0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GE0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0056 ***********************************************************************
 EJ0056  DESIGNATION -  J 10
 EJ0056  PID         -  EJ0056
 EJ0056  STATE/COUNTY-  AR/PULASKI
 EJ0056  USGS QUAD   -  MC ALMONT (1986)
 EJ0056
 EJ0056                         *CURRENT SURVEY CONTROL
 EJ0056  ___________________________________________________________________
 EJ0056* NAD 83(1986)-  34 47 52.     (N)    092 11 39.     (W)     SCALED    
 EJ0056* NAVD 88     -        83.862  (meters)     275.14   (feet)  ADJUSTED  
 EJ0056  ___________________________________________________________________
 EJ0056  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EJ0056  DYNAMIC HT  -          83.784 (meters)     274.88  (feet)  COMP
 EJ0056  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 EJ0056
 EJ0056  VERT ORDER  -  FIRST     CLASS II
 EJ0056
 EJ0056.The horizontal coordinates were scaled from a topographic map and have
 EJ0056.an estimated accuracy of +/- 6 seconds.
 EJ0056
 EJ0056.The orthometric height was determined by differential leveling
 EJ0056.and adjusted by the National Geodetic Survey in June 1991..
 EJ0056
 EJ0056.The geoid height was determined by GEOID03.
 EJ0056
 EJ0056.The dynamic height is computed by dividing the NAVD 88
 EJ0056.geopotential number by the normal gravity value computed on the
 EJ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0056.degrees latitude (g = 980.6199 gals.).
 EJ0056
 EJ0056.The modeled gravity was interpolated from observed gravity values.
 EJ0056
 EJ0056;                    North         East    Units  Estimated Accuracy
 EJ0056;SPC AR S     -   636,390.      382,230.      MT  (+/- 180 meters Scaled)
 EJ0056
 EJ0056                          SUPERSEDED SURVEY CONTROL
 EJ0056
 EJ0056  NGVD 29 (??/??/92)   83.896  (m)          275.25   (f) ADJ UNCH    1 2
 EJ0056
 EJ0056.Superseded values are not recommended for survey control.
 EJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0056.See file dsdata.txt to determine how the superseded data were derived.
 EJ0056
 EJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU737509(NAD 83)
 EJ0056_MARKER: DB = BENCH MARK DISK
 EJ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0056_STAMPING: J 10 1932 275.249
 EJ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0056+STABILITY: SURFACE MOTION
 EJ0056
 EJ0056  HISTORY     - Date     Condition        Report By
 EJ0056  HISTORY     - 1932     MONUMENTED       CGS
 EJ0056  HISTORY     - 1955     GOOD             NGS
 EJ0056  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0056  HISTORY     - 198503   MARK NOT FOUND   USGS
 EJ0056
 EJ0056                          STATION DESCRIPTION
 EJ0056
 EJ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0056'4.8 MI NE FROM NORTH LITTLE ROCK.
 EJ0056'4.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0056'LOCUST STREET VIADUCT AT NORTH LITTLE ROCK, PULASKI COUNTY, 145 FEET
 EJ0056'NORTHEAST OF THE CONCRETE BASE OF A RAILROAD SIGNAL, 9 FEET SOUTH OF
 EJ0056'POLE 338/38, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 EJ0056'TRACK, 42 FEET NORTHWEST OF THE CENTERLINE OF U. S. HIGHWAY 67E, AND
 EJ0056'SET IN THE TOP OF A CONCRETE POST.
 EJ0056
 EJ0056                          STATION RECOVERY (1984)
 EJ0056
 EJ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0056'MARK NOT FOUND.
 EJ0056
 EJ0056                          STATION RECOVERY (1985)
 EJ0056
 EJ0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0425 ***********************************************************************
 FG0425  DESIGNATION -  J 100
 FG0425  PID         -  FG0425
 FG0425  STATE/COUNTY-  AR/PERRY
 FG0425  USGS QUAD   -  PERRYVILLE (1989)
 FG0425
 FG0425                         *CURRENT SURVEY CONTROL
 FG0425  ___________________________________________________________________
 FG0425* NAD 83(1986)-  35 04 04.     (N)    092 47 56.     (W)     SCALED    
 FG0425* NAVD 88     -        96.503  (meters)     316.61   (feet)  ADJUSTED  
 FG0425  ___________________________________________________________________
 FG0425  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FG0425  DYNAMIC HT  -          96.411 (meters)     316.31  (feet)  COMP
 FG0425  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 FG0425
 FG0425  VERT ORDER  -  SECOND    CLASS 0
 FG0425
 FG0425.The horizontal coordinates were scaled from a topographic map and have
 FG0425.an estimated accuracy of +/- 6 seconds.
 FG0425
 FG0425.The orthometric height was determined by differential leveling
 FG0425.and adjusted by the National Geodetic Survey in June 1991..
 FG0425
 FG0425.The geoid height was determined by GEOID03.
 FG0425
 FG0425.The dynamic height is computed by dividing the NAVD 88
 FG0425.geopotential number by the normal gravity value computed on the
 FG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0425.degrees latitude (g = 980.6199 gals.).
 FG0425
 FG0425.The modeled gravity was interpolated from observed gravity values.
 FG0425
 FG0425;                    North         East    Units  Estimated Accuracy
 FG0425;SPC AR N     -    81,780.      327,130.      MT  (+/- 180 meters Scaled)
 FG0425
 FG0425                          SUPERSEDED SURVEY CONTROL
 FG0425
 FG0425  NGVD 29 (??/??/92)   96.523  (m)          316.68   (f) ADJ UNCH    2 0
 FG0425
 FG0425.Superseded values are not recommended for survey control.
 FG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0425.See file dsdata.txt to determine how the superseded data were derived.
 FG0425
 FG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU183805(NAD 83)
 FG0425_MARKER: DB = BENCH MARK DISK
 FG0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0425_SP_SET: MONUMENT
 FG0425_STAMPING: J-100 1935
 FG0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0425
 FG0425  HISTORY     - Date     Condition        Report By
 FG0425  HISTORY     - 1935     MONUMENTED       CGS
 FG0425  HISTORY     - 1968     GOOD             NGS
 FG0425
 FG0425                          STATION DESCRIPTION
 FG0425
 FG0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FG0425'1.3 MI N FROM PERRY.
 FG0425'1.3 MILES NORTH OF-- IN NORTHWEST QUARTER OF SECTION 22, TOWNSHIP 5
 FG0425'NORTH, RANGE 17 WEST.  TO REACH J-100 FROM THE POST OFFICE IN PERRY,
 FG0425'ARKANSAS, TAKE THE GRAVEL COUNTY ROAD (OLD STATE HIGHWAY NO. 9) NORTH
 FG0425'FOR 1.45 MILES TO A LARGE LONE RED OAK TREE, WHICH IS ABOUT 50 FEET
 FG0425'EAST OF THE ROAD IN A PASTURE, NEAR THE MARK.  MARK IS LOCATED 33.5
 FG0425'FEET EAST OF CENTERLINE OF ROAD, 26 FEET SOUTHWEST OF A 4 FEET-IN-
 FG0425'DIAMETER BLAZED RED OAK TREE, 2.5 FEET EAST OF THE NORTH-SOUTH FENCE,
 FG0425'WHICH IS THE EASTERLY RIGHT-OF-WAY OF SAID ROAD, 21 FEET SOUTH OF AN
 FG0425'EAST-WEST FENCE, 5 FEET SOUTHEAST OF A POWER POLE, AND 3 FEET
 FG0425'SOUTHEAST OF A YELLOW STEEL FENCE POST.  A USC AND GS CONCRETE
 FG0425'MONUMENT WITH STANDARD DISK STAMPED J-100 1935.  RECORD-- LOCATED ON
 FG0425'USC AND GS LINE 52, MORRILTON TO PERRY, ARKANSAS.  BM J-100 WAS
 FG0425'VISITED BY USCE ON 3-5-68 AND REPORTED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1182 ***********************************************************************
 FG1182  DESIGNATION -  J 103
 FG1182  PID         -  FG1182
 FG1182  STATE/COUNTY-  AR/PERRY
 FG1182  USGS QUAD   -  CASA (1972)
 FG1182
 FG1182                         *CURRENT SURVEY CONTROL
 FG1182  ___________________________________________________________________
 FG1182* NAD 83(1986)-  35 00 47.     (N)    093 02 05.     (W)     SCALED    
 FG1182* NAVD 88     -       136.518  (meters)     447.89   (feet)  ADJUSTED  
 FG1182  ___________________________________________________________________
 FG1182  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FG1182  DYNAMIC HT  -         136.387 (meters)     447.46  (feet)  COMP
 FG1182  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FG1182
 FG1182  VERT ORDER  -  SECOND    CLASS 0
 FG1182
 FG1182.The horizontal coordinates were scaled from a topographic map and have
 FG1182.an estimated accuracy of +/- 6 seconds.
 FG1182
 FG1182.The orthometric height was determined by differential leveling
 FG1182.and adjusted by the National Geodetic Survey in June 1991..
 FG1182
 FG1182.The geoid height was determined by GEOID03.
 FG1182
 FG1182.The dynamic height is computed by dividing the NAVD 88
 FG1182.geopotential number by the normal gravity value computed on the
 FG1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1182.degrees latitude (g = 980.6199 gals.).
 FG1182
 FG1182.The modeled gravity was interpolated from observed gravity values.
 FG1182
 FG1182;                    North         East    Units  Estimated Accuracy
 FG1182;SPC AR N     -    75,910.      305,560.      MT  (+/- 180 meters Scaled)
 FG1182
 FG1182                          SUPERSEDED SURVEY CONTROL
 FG1182
 FG1182  NGVD 29 (??/??/92)  136.511  (m)          447.87   (f) ADJ UNCH    2 0
 FG1182
 FG1182.Superseded values are not recommended for survey control.
 FG1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1182.See file dsdata.txt to determine how the superseded data were derived.
 FG1182
 FG1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU968744(NAD 83)
 FG1182_MARKER: DB = BENCH MARK DISK
 FG1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1182_STAMPING: J 103 1935
 FG1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1182+STABILITY: SURFACE MOTION
 FG1182
 FG1182  HISTORY     - Date     Condition        Report By
 FG1182  HISTORY     - 1935     MONUMENTED       CGS
 FG1182  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG1182
 FG1182                          STATION DESCRIPTION
 FG1182
 FG1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1182'1.4 MI SE FROM CASA.
 FG1182'1.4 MILES SOUTHEAST ALONG THE ALPIN ROAD FROM THE CHICAGO, ROCK ISLAND
 FG1182'AND PACIFIC RAILROAD STATION AT CASA, PERRY COUNTY, 0.5 MILE SOUTH OF
 FG1182'THE JUNCTION OF STATE HIGHWAY 10, AT THE INTERSECTION OF AN
 FG1182'EAST-AND-WEST ROAD, 27 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD,
 FG1182'16 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, AND AT THE
 FG1182'SUMMIT OF A HILL.  A STANDARD DISK, STAMPED J 103 1935 AND SET IN THE
 FG1182'TOP OF A CONCRETE POST.
 FG1182
 FG1182                          STATION RECOVERY (1972)
 FG1182
 FG1182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0986 ***********************************************************************
 EJ0986  DESIGNATION -  J 104
 EJ0986  PID         -  EJ0986
 EJ0986  STATE/COUNTY-  AR/SALINE
 EJ0986  USGS QUAD   -  NIMROD SE (1968)
 EJ0986
 EJ0986                         *CURRENT SURVEY CONTROL
 EJ0986  ___________________________________________________________________
 EJ0986* NAD 83(1986)-  34 47 20.     (N)    093 04 25.     (W)     SCALED    
 EJ0986* NAVD 88     -       409.465  (meters)    1343.39   (feet)  ADJUSTED  
 EJ0986  ___________________________________________________________________
 EJ0986  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EJ0986  DYNAMIC HT  -         409.057 (meters)    1342.05  (feet)  COMP
 EJ0986  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 EJ0986
 EJ0986  VERT ORDER  -  SECOND    CLASS 0
 EJ0986
 EJ0986.The horizontal coordinates were scaled from a topographic map and have
 EJ0986.an estimated accuracy of +/- 6 seconds.
 EJ0986
 EJ0986.The orthometric height was determined by differential leveling
 EJ0986.and adjusted by the National Geodetic Survey in June 1991..
 EJ0986
 EJ0986.The geoid height was determined by GEOID03.
 EJ0986
 EJ0986.The dynamic height is computed by dividing the NAVD 88
 EJ0986.geopotential number by the normal gravity value computed on the
 EJ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0986.degrees latitude (g = 980.6199 gals.).
 EJ0986
 EJ0986.The modeled gravity was interpolated from observed gravity values.
 EJ0986
 EJ0986;                    North         East    Units  Estimated Accuracy
 EJ0986;SPC AR S     -   635,900.      301,740.      MT  (+/- 180 meters Scaled)
 EJ0986
 EJ0986                          SUPERSEDED SURVEY CONTROL
 EJ0986
 EJ0986  NGVD 29 (??/??/92)  409.448  (m)         1343.33   (f) ADJ UNCH    2 0
 EJ0986
 EJ0986.Superseded values are not recommended for survey control.
 EJ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0986.See file dsdata.txt to determine how the superseded data were derived.
 EJ0986
 EJ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU932496(NAD 83)
 EJ0986_MARKER: DB = BENCH MARK DISK
 EJ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0986_STAMPING: J 104 1935
 EJ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0986+STABILITY: SURFACE MOTION
 EJ0986
 EJ0986  HISTORY     - Date     Condition        Report By
 EJ0986  HISTORY     - 1935     MONUMENTED       CGS
 EJ0986  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ0986
 EJ0986                          STATION DESCRIPTION
 EJ0986
 EJ0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0986'6.8 MI N FROM JESSIEVILLE.
 EJ0986'IN SALINE COUNTY, 6.8 MILES NORTH ALONG STATE HIGHWAY 7 FROM
 EJ0986'JESSIEVILLE, GARLAND COUNTY, THENCE 2 MILES EAST ALONG THE ALUM FORK
 EJ0986'ROAD.  17.3 MILES NORTHWEST OF THE POST OFFICE AT REFORM, 1 MILE
 EJ0986'NORTHEAST OF THE SUMMIT OF A HILL, ON THE OUTSIDE OF A CURVE, 255 FEET
 EJ0986'SOUTHWEST OF A METAL-PIPE CULVERT, 160 FEET SOUTHWEST OF ANOTHER
 EJ0986'METAL-PIPE CULVERT, AND 26.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 EJ0986'ROAD.  A STANDARD DISK, STAMPED J 104 1935 AND SET IN THE TOP OF A
 EJ0986'CONCRETE POST.
 EJ0986
 EJ0986                          STATION RECOVERY (1968)
 EJ0986
 EJ0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0991 ***********************************************************************
 EJ0991  DESIGNATION -  J 105
 EJ0991  PID         -  EJ0991
 EJ0991  STATE/COUNTY-  AR/GARLAND
 EJ0991  USGS QUAD   -  NIMROD SW (1968)
 EJ0991
 EJ0991                         *CURRENT SURVEY CONTROL
 EJ0991  ___________________________________________________________________
 EJ0991* NAD 83(1986)-  34 45 51.     (N)    093 11 31.     (W)     SCALED    
 EJ0991* NAVD 88     -       291.394  (meters)     956.02   (feet)  ADJUSTED  
 EJ0991  ___________________________________________________________________
 EJ0991  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 EJ0991  DYNAMIC HT  -         291.099 (meters)     955.05  (feet)  COMP
 EJ0991  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 EJ0991
 EJ0991  VERT ORDER  -  SECOND    CLASS 0
 EJ0991
 EJ0991.The horizontal coordinates were scaled from a topographic map and have
 EJ0991.an estimated accuracy of +/- 6 seconds.
 EJ0991
 EJ0991.The orthometric height was determined by differential leveling
 EJ0991.and adjusted by the National Geodetic Survey in June 1991..
 EJ0991
 EJ0991.The geoid height was determined by GEOID03.
 EJ0991
 EJ0991.The dynamic height is computed by dividing the NAVD 88
 EJ0991.geopotential number by the normal gravity value computed on the
 EJ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0991.degrees latitude (g = 980.6199 gals.).
 EJ0991
 EJ0991.The modeled gravity was interpolated from observed gravity values.
 EJ0991
 EJ0991;                    North         East    Units  Estimated Accuracy
 EJ0991;SPC AR S     -   633,280.      290,880.      MT  (+/- 180 meters Scaled)
 EJ0991
 EJ0991                          SUPERSEDED SURVEY CONTROL
 EJ0991
 EJ0991  NGVD 29 (??/??/92)  291.359  (m)          955.90   (f) ADJ UNCH    2 0
 EJ0991
 EJ0991.Superseded values are not recommended for survey control.
 EJ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0991.See file dsdata.txt to determine how the superseded data were derived.
 EJ0991
 EJ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU824469(NAD 83)
 EJ0991_MARKER: DB = BENCH MARK DISK
 EJ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0991_STAMPING: J-105 1935
 EJ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0991+STABILITY: SURFACE MOTION
 EJ0991
 EJ0991  HISTORY     - Date     Condition        Report By
 EJ0991  HISTORY     - 1935     MONUMENTED       CGS
 EJ0991  HISTORY     - 1965     GOOD             NGS
 EJ0991  HISTORY     - 19980425 GOOD             USPSQD
 EJ0991
 EJ0991                          STATION DESCRIPTION
 EJ0991
 EJ0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0991'6.8 MI N FROM JESSIEVILLE.
 EJ0991'6.8 MILES NORTH ALONG STATE HIGHWAY 7 FROM JESSIEVILLE, GARLAND
 EJ0991'COUNTY, THENCE 6.2 MILES WEST ALONG THE NORTH FORK ROAD.  0.5 MILE
 EJ0991'WEST OF A LOG FARMHOUSE, 0.25 MILE EAST OF THE JUNCTION OF A ROAD
 EJ0991'LEADING SOUTH TO OUACHITA, 300 FEET EAST OF A STONE CULVERT, 115 FEET
 EJ0991'WEST OF A ONE-ROOM LOG CABIN, 28.8 FEET SOUTH OF THE CENTER LINE OF
 EJ0991'THE ROAD, AND 25.1 FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE
 EJ0991'TOP OF A WELL.  A STANDARD DISK, STAMPED J 105 1935 AND SET IN THE TOP
 EJ0991'OF A CONCRETE POST.
 EJ0991
 EJ0991                          STATION RECOVERY (1998)
 EJ0991
 EJ0991'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0711 ***********************************************************************
 FG0711  DESIGNATION -  J 106
 FG0711  PID         -  FG0711
 FG0711  STATE/COUNTY-  AR/POPE
 FG0711  USGS QUAD   -  LOST CORNER (1980)
 FG0711
 FG0711                         *CURRENT SURVEY CONTROL
 FG0711  ___________________________________________________________________
 FG0711* NAD 83(1986)-  35 31 59.     (N)    092 51 02.     (W)     SCALED    
 FG0711* NAVD 88     -       460.642  (meters)    1511.29   (feet)  ADJUSTED  
 FG0711  ___________________________________________________________________
 FG0711  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FG0711  DYNAMIC HT  -         460.188 (meters)    1509.80  (feet)  COMP
 FG0711  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 FG0711
 FG0711  VERT ORDER  -  SECOND    CLASS 0
 FG0711
 FG0711.The horizontal coordinates were scaled from a topographic map and have
 FG0711.an estimated accuracy of +/- 6 seconds.
 FG0711
 FG0711.The orthometric height was determined by differential leveling
 FG0711.and adjusted by the National Geodetic Survey in June 1991..
 FG0711
 FG0711.The geoid height was determined by GEOID03.
 FG0711
 FG0711.The dynamic height is computed by dividing the NAVD 88
 FG0711.geopotential number by the normal gravity value computed on the
 FG0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0711.degrees latitude (g = 980.6199 gals.).
 FG0711
 FG0711.The modeled gravity was interpolated from observed gravity values.
 FG0711
 FG0711;                    North         East    Units  Estimated Accuracy
 FG0711;SPC AR N     -   133,430.      322,870.      MT  (+/- 180 meters Scaled)
 FG0711
 FG0711                          SUPERSEDED SURVEY CONTROL
 FG0711
 FG0711  NGVD 29 (??/??/92)  460.582  (m)         1511.09   (f) ADJ UNCH    2 0
 FG0711
 FG0711.Superseded values are not recommended for survey control.
 FG0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0711.See file dsdata.txt to determine how the superseded data were derived.
 FG0711
 FG0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV135321(NAD 83)
 FG0711_MARKER: DB = BENCH MARK DISK
 FG0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0711_STAMPING: J 106 1935
 FG0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0711+STABILITY: SURFACE MOTION
 FG0711
 FG0711  HISTORY     - Date     Condition        Report By
 FG0711  HISTORY     - 1935     MONUMENTED       CGS
 FG0711
 FG0711                          STATION DESCRIPTION
 FG0711
 FG0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0711'3.5 MI S FROM LOST CORNER.
 FG0711'IN VAN BUREN COUNTY, 3.5 MILES SOUTH ALONG THE LOST CORNER ROAD FROM
 FG0711'THE POST OFFICE AT LOST CORNER, POPE COUNTY, 115 FEET NORTHEAST OF A
 FG0711'STONE CULVERT, 45 FEET EAST OF THE CENTERLINE OF THE ROAD, 47 FEET
 FG0711'SOUTH OF THE CENTERLINE OF A ROAD LEADING NORTH TO A GRAVEL PIT, 13
 FG0711'FEET NORTH OF THE CENTERLINE OF A ROAD LEADING SOUTH TO A GRAVEL PIT,
 FG0711'AND 65 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED J 106 1935
 FG0711'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2098 ***********************************************************************
 EH2098  DESIGNATION -  J 107
 EH2098  PID         -  EH2098
 EH2098  STATE/COUNTY-  AR/LONOKE
 EH2098  USGS QUAD   -  LONOKE (1982)
 EH2098
 EH2098                         *CURRENT SURVEY CONTROL
 EH2098  ___________________________________________________________________
 EH2098* NAD 83(1986)-  34 47 03.     (N)    091 54 44.     (W)     SCALED    
 EH2098* NAVD 88     -        71.314  (meters)     233.97   (feet)  ADJUSTED  
 EH2098  ___________________________________________________________________
 EH2098  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH2098  DYNAMIC HT  -          71.248 (meters)     233.75  (feet)  COMP
 EH2098  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 EH2098
 EH2098  VERT ORDER  -  FIRST     CLASS II
 EH2098
 EH2098.The horizontal coordinates were scaled from a topographic map and have
 EH2098.an estimated accuracy of +/- 6 seconds.
 EH2098
 EH2098.The orthometric height was determined by differential leveling
 EH2098.and adjusted by the National Geodetic Survey in June 1991..
 EH2098
 EH2098.The geoid height was determined by GEOID03.
 EH2098
 EH2098.The dynamic height is computed by dividing the NAVD 88
 EH2098.geopotential number by the normal gravity value computed on the
 EH2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2098.degrees latitude (g = 980.6199 gals.).
 EH2098
 EH2098.The modeled gravity was interpolated from observed gravity values.
 EH2098
 EH2098;                    North         East    Units  Estimated Accuracy
 EH2098;SPC AR S     -   634,870.      408,030.      MT  (+/- 180 meters Scaled)
 EH2098
 EH2098                          SUPERSEDED SURVEY CONTROL
 EH2098
 EH2098  NGVD 29 (??/??/??)   71.329  (m)          234.02   (f) ADJUSTED    1 2
 EH2098
 EH2098.Superseded values are not recommended for survey control.
 EH2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2098.See file dsdata.txt to determine how the superseded data were derived.
 EH2098
 EH2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU995496(NAD 83)
 EH2098_MARKER: DB = BENCH MARK DISK
 EH2098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2098_SP_SET: CULVERT
 EH2098_STAMPING: J 107 1954
 EH2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2098+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2098
 EH2098  HISTORY     - Date     Condition        Report By
 EH2098  HISTORY     - 1954     MONUMENTED       CGS
 EH2098  HISTORY     - 1967     GOOD             CGS
 EH2098  HISTORY     - 20030609 GOOD             USACE
 EH2098
 EH2098                          STATION DESCRIPTION
 EH2098
 EH2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2098'0.7 MI W FROM LONOKE.
 EH2098'IT IS 0.7 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2098'RAILROAD FROM THE STATION IN LONOKE, 2 RAILS WEST OF A LION OIL
 EH2098'COMPANY WAREHOUSE, AT TRESTLE 112.2, 86 FEET SOUTH OF THE SOUTH RAIL
 EH2098'OF THE MAIN TRACK, 41 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 70, AND
 EH2098'CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE NORTH
 EH2098'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 EH2098
 EH2098                          STATION RECOVERY (2003)
 EH2098
 EH2098'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2029 ***********************************************************************
 EH2029  DESIGNATION -  J 108 RESET
 EH2029  PID         -  EH2029
 EH2029  STATE/COUNTY-  AR/LONOKE
 EH2029  USGS QUAD   -  CARLISLE (1994)
 EH2029
 EH2029                         *CURRENT SURVEY CONTROL
 EH2029  ___________________________________________________________________
 EH2029* NAD 83(1986)-  34 48 12.     (N)    091 43 55.     (W)     SCALED    
 EH2029* NAVD 88     -        72.89   (meters)     239.1    (feet)  RESET     
 EH2029  ___________________________________________________________________
 EH2029  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2029
 EH2029  VERT ORDER  -  THIRD
 EH2029
 EH2029.The horizontal coordinates were scaled from a topographic map and have
 EH2029.an estimated accuracy of +/- 6 seconds.
 EH2029
 EH2029.The orthometric height was computed from unverified reset data.
 EH2029.No vertical observational check was made to the station.
 EH2029
 EH2029.The geoid height was determined by GEOID03.
 EH2029
 EH2029;                    North         East    Units  Estimated Accuracy
 EH2029;SPC AR S     -   637,020.      424,530.      MT  (+/- 180 meters Scaled)
 EH2029
 EH2029                          SUPERSEDED SURVEY CONTROL
 EH2029
 EH2029  NGVD 29 (??/??/??)   72.90   (m)          239.2    (f) RESET       3  
 EH2029
 EH2029.Superseded values are not recommended for survey control.
 EH2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2029.See file dsdata.txt to determine how the superseded data were derived.
 EH2029
 EH2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU159519(NAD 83)
 EH2029_MARKER: DB = BENCH MARK DISK
 EH2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2029_STAMPING: J 108 RESET 1963
 EH2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2029+STABILITY: SURFACE MOTION
 EH2029
 EH2029  HISTORY     - Date     Condition        Report By
 EH2029  HISTORY     - 1963     MONUMENTED       CGS
 EH2029
 EH2029                          STATION DESCRIPTION
 EH2029
 EH2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EH2029'2.55 MI NNE FROM CARLISLE.
 EH2029'REACHED FROM THE EAST JUNCTION OF U.S.HIGHWAY 70 AND STATE HIGHWAY 13
 EH2029'AT CARLISLE BY GOING EAST ON U.S. 70 FOR 0.75 MILE TO CROSSROADS, TURN
 EH2029'LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.7 MILES TO CROSSROADS TO
 EH2029'NORTH OF INTERSTATE, TURN RIGHT AND GO SOUTHEAST FOR ABOUT 0.1 MILE TO
 EH2029'MARK ON LEFT.  THE MARK IS NEAR THE EAST END OF A POINT WHERE THE
 EH2029'AIRPORT ROAD CURVES TO INTERSECT WITH THE NORTH-SOUTH ROAD TO NORTH OF
 EH2029'THE INTERSTATE, ABOUT 150 YARDS EAST OF SECTION CORNER AND NORTH-SOUTH
 EH2029'ROAD, 38 FEET NORTH OF CENTERLINE OF AIRPORT ROAD, 2 FEET EAST OF A
 EH2029'WITNESS POST, 1 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A
 EH2029'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2212 ***********************************************************************
 EH2212  DESIGNATION -  J 109
 EH2212  PID         -  EH2212
 EH2212  STATE/COUNTY-  AR/PRAIRIE
 EH2212  USGS QUAD   -  HAZEN (1994)
 EH2212
 EH2212                         *CURRENT SURVEY CONTROL
 EH2212  ___________________________________________________________________
 EH2212* NAD 83(1986)-  34 46 28.     (N)    091 33 09.     (W)     SCALED    
 EH2212* NAVD 88     -        69.983  (meters)     229.60   (feet)  ADJUSTED  
 EH2212  ___________________________________________________________________
 EH2212  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2212  DYNAMIC HT  -          69.917 (meters)     229.39  (feet)  COMP
 EH2212  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 EH2212
 EH2212  VERT ORDER  -  FIRST     CLASS II
 EH2212
 EH2212.The horizontal coordinates were scaled from a topographic map and have
 EH2212.an estimated accuracy of +/- 6 seconds.
 EH2212
 EH2212.The orthometric height was determined by differential leveling
 EH2212.and adjusted by the National Geodetic Survey in June 1991..
 EH2212
 EH2212.The geoid height was determined by GEOID03.
 EH2212
 EH2212.The dynamic height is computed by dividing the NAVD 88
 EH2212.geopotential number by the normal gravity value computed on the
 EH2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2212.degrees latitude (g = 980.6199 gals.).
 EH2212
 EH2212.The modeled gravity was interpolated from observed gravity values.
 EH2212
 EH2212;                    North         East    Units  Estimated Accuracy
 EH2212;SPC AR S     -   633,880.      440,960.      MT  (+/- 180 meters Scaled)
 EH2212
 EH2212                          SUPERSEDED SURVEY CONTROL
 EH2212
 EH2212  NGVD 29 (??/??/??)   69.987  (m)          229.62   (f) ADJUSTED    1 2
 EH2212
 EH2212.Superseded values are not recommended for survey control.
 EH2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2212.See file dsdata.txt to determine how the superseded data were derived.
 EH2212
 EH2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324489(NAD 83)
 EH2212_MARKER: DB = BENCH MARK DISK
 EH2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2212_STAMPING: J 109 1954
 EH2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2212+STABILITY: SURFACE MOTION
 EH2212
 EH2212  HISTORY     - Date     Condition        Report By
 EH2212  HISTORY     - 1954     MONUMENTED       CGS
 EH2212  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH2212
 EH2212                          STATION DESCRIPTION
 EH2212
 EH2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2212'2.2 MI E FROM HAZEN.
 EH2212'1.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2212'FROM THE STATION AT HAZEN, THENCE 0.35 MILE SOUTH ALONG STATE HIGHWAY
 EH2212'11, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, 130 FEET WEST OF THE
 EH2212'CENTER LINE OF THE NORTH AND SOUTH RUNWAY AT THE FOWLKES AIRPORT, 5
 EH2212'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE NORTH HANGAR, SET IN THE
 EH2212'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 EH2212
 EH2212                          STATION RECOVERY (2003)
 EH2212
 EH2212'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0627 ***********************************************************************
 EJ0627  DESIGNATION -  J 11
 EJ0627  PID         -  EJ0627
 EJ0627  STATE/COUNTY-  AR/CLEVELAND
 EJ0627  USGS QUAD   -  KEDRON (1984)
 EJ0627
 EJ0627                         *CURRENT SURVEY CONTROL
 EJ0627  ___________________________________________________________________
 EJ0627* NAD 83(1986)-  34 02 40.     (N)    092 08 26.     (W)     SCALED    
 EJ0627* NAVD 88     -        62.354  (meters)     204.57   (feet)  ADJUSTED  
 EJ0627  ___________________________________________________________________
 EJ0627  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EJ0627  DYNAMIC HT  -          62.292 (meters)     204.37  (feet)  COMP
 EJ0627  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 EJ0627
 EJ0627  VERT ORDER  -  SECOND    CLASS 0
 EJ0627
 EJ0627.The horizontal coordinates were scaled from a topographic map and have
 EJ0627.an estimated accuracy of +/- 6 seconds.
 EJ0627
 EJ0627.The orthometric height was determined by differential leveling
 EJ0627.and adjusted by the National Geodetic Survey in June 1991..
 EJ0627
 EJ0627.The geoid height was determined by GEOID03.
 EJ0627
 EJ0627.The dynamic height is computed by dividing the NAVD 88
 EJ0627.geopotential number by the normal gravity value computed on the
 EJ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0627.degrees latitude (g = 980.6199 gals.).
 EJ0627
 EJ0627.The modeled gravity was interpolated from observed gravity values.
 EJ0627
 EJ0627;                    North         East    Units  Estimated Accuracy
 EJ0627;SPC AR S     -   552,820.      387,020.      MT  (+/- 180 meters Scaled)
 EJ0627
 EJ0627                          SUPERSEDED SURVEY CONTROL
 EJ0627
 EJ0627  NGVD 29 (??/??/92)   62.428  (m)          204.82   (f) ADJ UNCH    2 0
 EJ0627
 EJ0627.Superseded values are not recommended for survey control.
 EJ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0627.See file dsdata.txt to determine how the superseded data were derived.
 EJ0627
 EJ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT793674(NAD 83)
 EJ0627_MARKER: DB = BENCH MARK DISK
 EJ0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0627_STAMPING: J-11 1932 204.862
 EJ0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0627+STABILITY: SURFACE MOTION
 EJ0627
 EJ0627  HISTORY     - Date     Condition        Report By
 EJ0627  HISTORY     - 1932     MONUMENTED       CGS
 EJ0627  HISTORY     - 1961     GOOD             USGS
 EJ0627  HISTORY     - 20030401 GOOD             ARHD
 EJ0627
 EJ0627                          STATION DESCRIPTION
 EJ0627
 EJ0627'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EJ0627'IN KEDRON.
 EJ0627'AT KEDRON, CLEVELAND COUNTY, 125 FT NORTH, 52 FT WEST OF ROAD CROSSING
 EJ0627'THE ST, LOUIS SOUTHWESTERN RAILROAD TRACKS.  64 FT NORTH, 25 FT EAST
 EJ0627'OF THE NE CORNER OF A BRICK BUILDING OWNED BY THE SOUTHWESTERN BELL
 EJ0627'TELEPHONE CO.  32 FT SOUTH, 24 FT WEST OF A POLE PTD BM 204.8 WHICH IS
 EJ0627'THE FIRST POLE NORTH OF THE ROAD CROSSING.  SET IN TOP OF A CONCRETE
 EJ0627'POST A STD DISK STAMPED J-11 1932 204.862.
 EJ0627
 EJ0627                          STATION RECOVERY (2003)
 EJ0627
 EJ0627'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1975 ***********************************************************************
 EH1975  DESIGNATION -  J 110
 EH1975  PID         -  EH1975
 EH1975  STATE/COUNTY-  AR/PRAIRIE
 EH1975  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1975
 EH1975                         *CURRENT SURVEY CONTROL
 EH1975  ___________________________________________________________________
 EH1975* NAD 83(1986)-  34 53 24.     (N)    091 41 30.     (W)     SCALED    
 EH1975* NAVD 88     -        66.833  (meters)     219.27   (feet)  ADJUSTED  
 EH1975  ___________________________________________________________________
 EH1975  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH1975  DYNAMIC HT  -          66.771 (meters)     219.06  (feet)  COMP
 EH1975  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 EH1975
 EH1975  VERT ORDER  -  FIRST     CLASS II
 EH1975
 EH1975.The horizontal coordinates were scaled from a topographic map and have
 EH1975.an estimated accuracy of +/- 6 seconds.
 EH1975
 EH1975.The orthometric height was determined by differential leveling
 EH1975.and adjusted by the National Geodetic Survey in June 1991..
 EH1975
 EH1975.The geoid height was determined by GEOID03.
 EH1975
 EH1975.The dynamic height is computed by dividing the NAVD 88
 EH1975.geopotential number by the normal gravity value computed on the
 EH1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1975.degrees latitude (g = 980.6199 gals.).
 EH1975
 EH1975.The modeled gravity was interpolated from observed gravity values.
 EH1975
 EH1975;                    North         East    Units  Estimated Accuracy
 EH1975;SPC AR S     -   646,650.      428,190.      MT  (+/- 180 meters Scaled)
 EH1975
 EH1975                          SUPERSEDED SURVEY CONTROL
 EH1975
 EH1975  NGVD 29 (??/??/??)   66.840  (m)          219.29   (f) ADJUSTED    1 2
 EH1975
 EH1975.Superseded values are not recommended for survey control.
 EH1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1975.See file dsdata.txt to determine how the superseded data were derived.
 EH1975
 EH1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU195616(NAD 83)
 EH1975_MARKER: DB = BENCH MARK DISK
 EH1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1975_STAMPING: J 110 1954
 EH1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1975+STABILITY: SURFACE MOTION
 EH1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1975+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH1975
 EH1975  HISTORY     - Date     Condition        Report By
 EH1975  HISTORY     - 1954     MONUMENTED       CGS
 EH1975  HISTORY     - 20030611 GOOD             USACE
 EH1975
 EH1975                          STATION DESCRIPTION
 EH1975
 EH1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1975'10.3 MI NE FROM CARLISLE.
 EH1975'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1975'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 3.5 MILES NORTHEAST
 EH1975'ALONG A CRUSHED ROCK ROAD, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 EH1975'ROAD, 56 FEET NORTHEAST OF A 24 INCH GUM TREE, 45 FEET NORTH OF THE
 EH1975'CENTER LINE OF THE GRADED DIRT ROAD, 40 FEET NORTHEAST OF THE CENTER
 EH1975'LINE OF A WOODS ROAD LEADING WEST, 3 FEET SOUTH OF A FENCE, 3.4 FEET
 EH1975'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1975'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH1975
 EH1975                          STATION RECOVERY (2003)
 EH1975
 EH1975'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1881 ***********************************************************************
 EH1881  DESIGNATION -  J 111
 EH1881  PID         -  EH1881
 EH1881  STATE/COUNTY-  AR/LONOKE
 EH1881  USGS QUAD   -  OAK GROVE (1982)
 EH1881
 EH1881                         *CURRENT SURVEY CONTROL
 EH1881  ___________________________________________________________________
 EH1881* NAD 83(1986)-  34 59 11.     (N)    091 55 43.     (W)     SCALED    
 EH1881* NAVD 88     -        76.250  (meters)     250.16   (feet)  ADJUSTED  
 EH1881  ___________________________________________________________________
 EH1881  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EH1881  DYNAMIC HT  -          76.180 (meters)     249.93  (feet)  COMP
 EH1881  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 EH1881
 EH1881  VERT ORDER  -  FIRST     CLASS II
 EH1881
 EH1881.The horizontal coordinates were scaled from a topographic map and have
 EH1881.an estimated accuracy of +/- 6 seconds.
 EH1881
 EH1881.The orthometric height was determined by differential leveling
 EH1881.and adjusted by the National Geodetic Survey in June 1991..
 EH1881
 EH1881.The geoid height was determined by GEOID03.
 EH1881
 EH1881.The dynamic height is computed by dividing the NAVD 88
 EH1881.geopotential number by the normal gravity value computed on the
 EH1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1881.degrees latitude (g = 980.6199 gals.).
 EH1881
 EH1881.The modeled gravity was interpolated from observed gravity values.
 EH1881
 EH1881;                    North         East    Units  Estimated Accuracy
 EH1881;SPC AR S     -   657,300.      406,520.      MT  (+/- 180 meters Scaled)
 EH1881
 EH1881                          SUPERSEDED SURVEY CONTROL
 EH1881
 EH1881  NGVD 29 (??/??/??)   76.249  (m)          250.16   (f) ADJUSTED    1 2
 EH1881
 EH1881.Superseded values are not recommended for survey control.
 EH1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1881.See file dsdata.txt to determine how the superseded data were derived.
 EH1881
 EH1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU977720(NAD 83)
 EH1881_MARKER: DB = BENCH MARK DISK
 EH1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1881_SP_SET: CULVERT
 EH1881_STAMPING: J 111 1955
 EH1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1881
 EH1881  HISTORY     - Date     Condition        Report By
 EH1881  HISTORY     - 1955     MONUMENTED       CGS
 EH1881  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH1881
 EH1881                          STATION DESCRIPTION
 EH1881
 EH1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1881'3.8 MI E FROM AUSTIN.
 EH1881'1.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 EH1881'AUSTIN, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 38, 220 FEET
 EH1881'NORTHWEST OF A JUNCTION WITH A GRAVELD ROAD LEADING SOUTH, 0.1 MILE
 EH1881'SOUTHEAST OF A CURVE IN THE HIGHWAY, 13 FEET SOUTHWEST OF THE CENTER
 EH1881'LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 EH1881'HEADWALL OF A CONCRETE CULVERT.
 EH1881
 EH1881                          STATION RECOVERY (2003)
 EH1881
 EH1881'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1613 ***********************************************************************
 EH1613  FBN         -  This is a Federal Base Network Control Station.
 EH1613  DESIGNATION -  J 112
 EH1613  PID         -  EH1613
 EH1613  STATE/COUNTY-  AR/JEFFERSON
 EH1613  USGS QUAD   -  REYDELL (1975)
 EH1613
 EH1613                         *CURRENT SURVEY CONTROL
 EH1613  ___________________________________________________________________
 EH1613* NAD 83(1997)-  34 10 02.23280(N)    091 33 00.50689(W)     ADJUSTED  
 EH1613* NAVD 88     -        54.865  (meters)     180.00   (feet)  ADJUSTED  
 EH1613  ___________________________________________________________________
 EH1613  X           -    -142,911.290 (meters)                     COMP
 EH1613  Y           -  -5,280,949.828 (meters)                     COMP
 EH1613  Z           -   3,561,831.222 (meters)                     COMP
 EH1613  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 EH1613  ELLIP HEIGHT-          28.69  (meters)          (07/20/01) GPS OBS
 EH1613  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EH1613  DYNAMIC HT  -          54.811 (meters)     179.83  (feet)  COMP
 EH1613  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 EH1613
 EH1613  HORZ ORDER  -  B
 EH1613  VERT ORDER  -  FIRST     CLASS II
 EH1613  ELLP ORDER  -  FOURTH    CLASS I
 EH1613
 EH1613.The horizontal coordinates were established by GPS observations
 EH1613.and adjusted by the National Geodetic Survey in September 1997..
 EH1613
 EH1613.The orthometric height was determined by differential leveling
 EH1613.and adjusted by the National Geodetic Survey in August 1993..
 EH1613
 EH1613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1613
 EH1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1613
 EH1613.The ellipsoidal height was determined by GPS observations
 EH1613.and is referenced to NAD 83.
 EH1613
 EH1613.The geoid height was determined by GEOID03.
 EH1613
 EH1613.The dynamic height is computed by dividing the NAVD 88
 EH1613.geopotential number by the normal gravity value computed on the
 EH1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1613.degrees latitude (g = 980.6199 gals.).
 EH1613
 EH1613.The modeled gravity was interpolated from observed gravity values.
 EH1613
 EH1613;                    North         East     Units Scale Factor Converg.
 EH1613;SPC AR S     -   566,528.535   441,475.094   MT  0.99992115   +0 15 06.4
 EH1613;SPC AR S     - 1,858,685.70  1,448,406.20   sFT  0.99992115   +0 15 06.4
 EH1613;UTM  15      - 3,781,654.355   633,633.626   MT  0.99982013   +0 48 51.8
 EH1613
 EH1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1613!SPC AR S     -   0.99999550  x   0.99992115  =   0.99991665
 EH1613!UTM  15      -   0.99999550  x   0.99982013  =   0.99981563
 EH1613
 EH1613                          SUPERSEDED SURVEY CONTROL
 EH1613
 EH1613  ELLIP H (09/19/97)   28.72   (m)                       GP(       ) 4 1
 EH1613  NAD 83(1986)-  34 10 02.24255(N)    091 33 00.50093(W) AD(       ) 1
 EH1613  NAVD 88 (06/15/91)   54.908  (m)          180.14   (f) UNKNOWN     1 2
 EH1613  NGVD 29 (??/??/??)   54.947  (m)          180.27   (f) ADJUSTED    1 2
 EH1613
 EH1613.Superseded values are not recommended for survey control.
 EH1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1613.See file dsdata.txt to determine how the superseded data were derived.
 EH1613
 EH1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3363481654(NAD 83)
 EH1613_MARKER: DB = BENCH MARK DISK
 EH1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1613_SP_SET: CONCRETE POST
 EH1613_STAMPING: J 112 1954
 EH1613_MARK LOGO: CGS   
 EH1613_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1613+STABILITY: SURFACE MOTION
 EH1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1613+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 EH1613
 EH1613  HISTORY     - Date     Condition        Report By
 EH1613  HISTORY     - 1954     MONUMENTED       CGS
 EH1613  HISTORY     - 1958     GOOD             CGS
 EH1613  HISTORY     - 19890601 GOOD             NGS
 EH1613  HISTORY     - 19900405 GOOD
 EH1613  HISTORY     - 19970127 GOOD             NGS
 EH1613  HISTORY     - 19980801 GOOD             NRCS
 EH1613  HISTORY     - 20000127 GOOD             NGS
 EH1613  HISTORY     - 20030617 GOOD             USACE
 EH1613
 EH1613                          STATION DESCRIPTION
 EH1613
 EH1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EH1613'1.0 MI NE FROM REYDEL.
 EH1613'LOCATED 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 EH1613'AT REYDEL, AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 48 FEET
 EH1613'SOUTHEAST OF THE CENTER OF THE STATE HIGHWAY 11, 30 FEET NORTHEAST OF
 EH1613'A HEDGE ROW AND DITCH, AND 1 FOOT EAST OF A METAL WITNESS POST WITH A
 EH1613'WHITE METAL SIGN.  IT IS A STANDARD DISK, STAMPED J 112 1954,
 EH1613'PROJECTING 4 INCHES.
 EH1613
 EH1613                          STATION RECOVERY (1989)
 EH1613
 EH1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EH1613'STATION IS LOCATED ABOUT 23.7 KM (14.7 MI) SOUTHWEST OF DEWITT, 17.0
 EH1613'KM (10.6 MI) WEST-NORTHWEST OF GILLETT, AND 1.8 KM (1.1 MI) NORTHEAST
 EH1613'OF REYDELL.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION
 EH1613'DEPARTMENT.
 EH1613'TO REACH FROM THE POST OFFICE IN REYDELL.  GO NORTHEAST ON STATE
 EH1613'HIGHWAY 11 FOR 1.82 KM (1.13 MI) TO THE STATION ON THE RIGHT.
 EH1613'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---J 112 1954---. SET
 EH1613'IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT PROJECTS 20-CM ABOVE
 EH1613'THE GROUND.  IT IS 14.7 M (48.2 FT) SOUTHEAST OF THE CENTERLINE OF
 EH1613'STATE HIGHWAY 11, 0.95 M (3.12 FT) WEST OF A UTILITY BRACE POLE, AND
 EH1613'0.4 M (1.3 FT) NORTHEAST OF A METAL WITNESS POST.
 EH1613'DESCRIBED BY E.J.HANSMANN.
 EH1613
 EH1613                          STATION RECOVERY (1990)
 EH1613
 EH1613'RECOVERED 1990
 EH1613'RECOVERED IN GOOD CONDITION.
 EH1613
 EH1613                          STATION RECOVERY (1997)
 EH1613
 EH1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EH1613'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) SOUTHWEST OF DEWITT, 17
 EH1613'KM (10.55 MI) WEST-NORTHWEST OF GILLETT, 1.8 KM (1.10 MI) NORTHEAST OF
 EH1613'REYDELL, IN GRASS ADJACENT TO TWO CULTIVATED FIELDS AND IN THE HIGHWAY
 EH1613'RIGHT-OF-WAY.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION
 EH1613'DEPARTMENT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH1613'88 WEST AND 11 EAST, AND A GRAVEL ROAD LEADING SOUTH IN THE SMALL TOWN
 EH1613'OF REYDELL, GO NORTHEAST ON HIGHWAY 11 FOR 1.82 KM (1.15 MI) TO THE
 EH1613'STATION ON THE RIGHT, NEAR THE START OF A CURVE IN THE HIGHWAY. THE
 EH1613'STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING 20
 EH1613'CM ABOVE THE GROUND.  IT IS 14.7 M (48.2 FT) SOUTHEAST OF AND ABOUT
 EH1613'1.5 M (4.9 FT) LOWER THAN THE HIGHWAY CENTER, 0.4 M (1.3 FT) NORTHEAST
 EH1613'OF A STEEL PIPE PROJECTING 1 M (3.3 FT) ABOVE GROUND AND 0.95 M (3.12
 EH1613'FT) WEST-NORTHWEST OF A UTILITY BRACE POLE AND A FIBERGLASS WITNESS
 EH1613'POST.
 EH1613
 EH1613                          STATION RECOVERY (1998)
 EH1613
 EH1613'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH1613'RECOVERED AS DESCRIBED.
 EH1613
 EH1613                          STATION RECOVERY (2000)
 EH1613
 EH1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 EH1613'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 EH1613'CONDITION AND AS PREVIOUSLY DESCRIBED.
 EH1613
 EH1613                          STATION RECOVERY (2003)
 EH1613
 EH1613'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2337 ***********************************************************************
 EH2337  DESIGNATION -  J 113
 EH2337  PID         -  EH2337
 EH2337  STATE/COUNTY-  AR/ARKANSAS
 EH2337  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2337
 EH2337                         *CURRENT SURVEY CONTROL
 EH2337  ___________________________________________________________________
 EH2337* NAD 83(1986)-  34 30 34.     (N)    091 33 27.     (W)     SCALED    
 EH2337* NAVD 88     -        62.706  (meters)     205.73   (feet)  ADJUSTED  
 EH2337  ___________________________________________________________________
 EH2337  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2337  DYNAMIC HT  -          62.646 (meters)     205.53  (feet)  COMP
 EH2337  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 EH2337
 EH2337  VERT ORDER  -  FIRST     CLASS II
 EH2337
 EH2337.The horizontal coordinates were scaled from a topographic map and have
 EH2337.an estimated accuracy of +/- 6 seconds.
 EH2337
 EH2337.The orthometric height was determined by differential leveling
 EH2337.and adjusted by the National Geodetic Survey in June 1991..
 EH2337
 EH2337.The geoid height was determined by GEOID03.
 EH2337
 EH2337.The dynamic height is computed by dividing the NAVD 88
 EH2337.geopotential number by the normal gravity value computed on the
 EH2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2337.degrees latitude (g = 980.6199 gals.).
 EH2337
 EH2337.The modeled gravity was interpolated from observed gravity values.
 EH2337
 EH2337;                    North         East    Units  Estimated Accuracy
 EH2337;SPC AR S     -   604,480.      440,630.      MT  (+/- 180 meters Scaled)
 EH2337
 EH2337                          SUPERSEDED SURVEY CONTROL
 EH2337
 EH2337  NGVD 29 (??/??/??)   62.734  (m)          205.82   (f) ADJUSTED    1 2
 EH2337
 EH2337.Superseded values are not recommended for survey control.
 EH2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2337.See file dsdata.txt to determine how the superseded data were derived.
 EH2337
 EH2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324195(NAD 83)
 EH2337_MARKER: DB = BENCH MARK DISK
 EH2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2337_STAMPING: J 113 1954
 EH2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2337+STABILITY: SURFACE MOTION
 EH2337
 EH2337  HISTORY     - Date     Condition        Report By
 EH2337  HISTORY     - 1954     MONUMENTED       CGS
 EH2337  HISTORY     - 20020405 MARK NOT FOUND   USACE
 EH2337
 EH2337                          STATION DESCRIPTION
 EH2337
 EH2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2337'0.8 MI NW FROM STUTTGART.
 EH2337'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2337'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2337'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, AT A HIGHWAY JUNCTION,
 EH2337'41 FEET WEST OF THE CENTER LINE OF STATE HIGHWAYS 11 AND 30, 51 FEET
 EH2337'NORTH OF THE CENTER LINE OF STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY
 EH2337'79, 8 FEET WEST OF A POWER POLE, 1.5 FEET SOUTH OF A FENCE, 2 FEET
 EH2337'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH2337'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH2337
 EH2337                          STATION RECOVERY (2002)
 EH2337
 EH2337'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2383 ***********************************************************************
 EH2383  DESIGNATION -  J 114
 EH2383  PID         -  EH2383
 EH2383  STATE/COUNTY-  AR/PRAIRIE
 EH2383  USGS QUAD   -  HAZEN (1994)
 EH2383
 EH2383                         *CURRENT SURVEY CONTROL
 EH2383  ___________________________________________________________________
 EH2383* NAD 83(1986)-  34 46 34.     (N)    091 35 19.     (W)     SCALED    
 EH2383* NAVD 88     -        70.112  (meters)     230.03   (feet)  ADJUSTED  
 EH2383  ___________________________________________________________________
 EH2383  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2383  DYNAMIC HT  -          70.046 (meters)     229.81  (feet)  COMP
 EH2383  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 EH2383
 EH2383  VERT ORDER  -  FIRST     CLASS II
 EH2383
 EH2383.The horizontal coordinates were scaled from a topographic map and have
 EH2383.an estimated accuracy of +/- 6 seconds.
 EH2383
 EH2383.The orthometric height was determined by differential leveling
 EH2383.and adjusted by the National Geodetic Survey in June 1991..
 EH2383
 EH2383.The geoid height was determined by GEOID03.
 EH2383
 EH2383.The dynamic height is computed by dividing the NAVD 88
 EH2383.geopotential number by the normal gravity value computed on the
 EH2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2383.degrees latitude (g = 980.6199 gals.).
 EH2383
 EH2383.The modeled gravity was interpolated from observed gravity values.
 EH2383
 EH2383;                    North         East    Units  Estimated Accuracy
 EH2383;SPC AR S     -   634,050.      437,660.      MT  (+/- 180 meters Scaled)
 EH2383
 EH2383                          SUPERSEDED SURVEY CONTROL
 EH2383
 EH2383  NGVD 29 (??/??/??)   70.121  (m)          230.06   (f) ADJUSTED    1 2
 EH2383
 EH2383.Superseded values are not recommended for survey control.
 EH2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2383.See file dsdata.txt to determine how the superseded data were derived.
 EH2383
 EH2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU291491(NAD 83)
 EH2383_MARKER: DB = BENCH MARK DISK
 EH2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2383_STAMPING: J 114 1954
 EH2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2383+STABILITY: SURFACE MOTION
 EH2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2383+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2383
 EH2383  HISTORY     - Date     Condition        Report By
 EH2383  HISTORY     - 1954     MONUMENTED       CGS
 EH2383  HISTORY     - 20030610 GOOD             USACE
 EH2383
 EH2383                          STATION DESCRIPTION
 EH2383
 EH2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2383'0.8 MI SW FROM HAZEN.
 EH2383'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK ISLAND AND
 EH2383'PACIFIC RAILROAD STATION AT HAZEN, THENCE 0.3 MILE SOUTH ALONG A
 EH2383'GRAVELED ROAD, 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE
 EH2383'HOUSE, 19 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 15
 EH2383'FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 7 FEET
 EH2383'SOUTHEAST OF A 14 INCH SYCAMORE TREE, 8 FEET SOUTHWEST OF A WITNESS
 EH2383'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EH2383'GROUND.
 EH2383
 EH2383                          STATION RECOVERY (2003)
 EH2383
 EH2383'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1402 ***********************************************************************
 EH1402  DESIGNATION -  J 115
 EH1402  PID         -  EH1402
 EH1402  STATE/COUNTY-  AR/ARKANSAS
 EH1402  USGS QUAD   -  ALMYRA (1968)
 EH1402
 EH1402                         *CURRENT SURVEY CONTROL
 EH1402  ___________________________________________________________________
 EH1402* NAD 83(1986)-  34 24 06.     (N)    091 25 02.     (W)     SCALED    
 EH1402* NAVD 88     -        62.056  (meters)     203.60   (feet)  ADJUSTED  
 EH1402  ___________________________________________________________________
 EH1402  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH1402  DYNAMIC HT  -          61.996 (meters)     203.40  (feet)  COMP
 EH1402  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 EH1402
 EH1402  VERT ORDER  -  FIRST     CLASS II
 EH1402
 EH1402.The horizontal coordinates were scaled from a topographic map and have
 EH1402.an estimated accuracy of +/- 6 seconds.
 EH1402
 EH1402.The orthometric height was determined by differential leveling
 EH1402.and adjusted by the National Geodetic Survey in August 1993..
 EH1402
 EH1402.The geoid height was determined by GEOID03.
 EH1402
 EH1402.The dynamic height is computed by dividing the NAVD 88
 EH1402.geopotential number by the normal gravity value computed on the
 EH1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1402.degrees latitude (g = 980.6199 gals.).
 EH1402
 EH1402.The modeled gravity was interpolated from observed gravity values.
 EH1402
 EH1402;                    North         East    Units  Estimated Accuracy
 EH1402;SPC AR S     -   592,590.      453,580.      MT  (+/- 180 meters Scaled)
 EH1402
 EH1402                          SUPERSEDED SURVEY CONTROL
 EH1402
 EH1402  NAVD 88 (06/15/91)   62.108  (m)          203.77   (f) UNKNOWN     1 2
 EH1402  NGVD 29 (??/??/??)   62.115  (m)          203.79   (f) ADJUSTED    1 2
 EH1402
 EH1402.Superseded values are not recommended for survey control.
 EH1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1402.See file dsdata.txt to determine how the superseded data were derived.
 EH1402
 EH1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454078(NAD 83)
 EH1402_MARKER: DB = BENCH MARK DISK
 EH1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1402_STAMPING: J 115 1954
 EH1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1402+STABILITY: SURFACE MOTION
 EH1402
 EH1402  HISTORY     - Date     Condition        Report By
 EH1402  HISTORY     - 1954     MONUMENTED       CGS
 EH1402  HISTORY     - 1968     MARK NOT FOUND   USGS
 EH1402
 EH1402                          STATION DESCRIPTION
 EH1402
 EH1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1402'0.7 MI SW FROM ALMYRA.
 EH1402'0.3 MILE SOUTH ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1402'THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, 25 FEET SOUTH OF THE
 EH1402'CENTER LINE OF AN EAST AND WEST ROAD, 27 FEET EAST OF THE CENTER LINE
 EH1402'OF A NORTH AND SOUTH ROAD, 3 FEET SOUTHEAST OF A POWER POLE, SET IN
 EH1402'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1402'NOTE-- NEW DITCH GRADE NOW 42 FEET EAST OF THE CENTERLINE OF THE ROAD.
 EH1402
 EH1402                          STATION RECOVERY (1968)
 EH1402
 EH1402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EH1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1675 ***********************************************************************
 EH1675  DESIGNATION -  J 116
 EH1675  PID         -  EH1675
 EH1675  STATE/COUNTY-  AR/ARKANSAS
 EH1675  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1675
 EH1675                         *CURRENT SURVEY CONTROL
 EH1675  ___________________________________________________________________
 EH1675* NAD 83(1986)-  34 28 44.     (N)    091 31 22.     (W)     SCALED    
 EH1675* NAVD 88     -        64.732  (meters)     212.37   (feet)  ADJUSTED  
 EH1675  ___________________________________________________________________
 EH1675  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH1675  DYNAMIC HT  -          64.670 (meters)     212.17  (feet)  COMP
 EH1675  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EH1675
 EH1675  VERT ORDER  -  FIRST     CLASS II
 EH1675
 EH1675.The horizontal coordinates were scaled from a topographic map and have
 EH1675.an estimated accuracy of +/- 6 seconds.
 EH1675
 EH1675.The orthometric height was determined by differential leveling
 EH1675.and adjusted by the National Geodetic Survey in August 1993..
 EH1675
 EH1675.The geoid height was determined by GEOID03.
 EH1675
 EH1675.The dynamic height is computed by dividing the NAVD 88
 EH1675.geopotential number by the normal gravity value computed on the
 EH1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1675.degrees latitude (g = 980.6199 gals.).
 EH1675
 EH1675.The modeled gravity was interpolated from observed gravity values.
 EH1675
 EH1675;                    North         East    Units  Estimated Accuracy
 EH1675;SPC AR S     -   601,100.      443,840.      MT  (+/- 180 meters Scaled)
 EH1675
 EH1675                          SUPERSEDED SURVEY CONTROL
 EH1675
 EH1675  NAVD 88 (06/15/91)   64.770  (m)          212.50   (f) UNKNOWN     1 2
 EH1675  NGVD 29 (??/??/??)   64.773  (m)          212.51   (f) ADJUSTED    1 2
 EH1675
 EH1675.Superseded values are not recommended for survey control.
 EH1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1675.See file dsdata.txt to determine how the superseded data were derived.
 EH1675
 EH1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU356162(NAD 83)
 EH1675_MARKER: DB = BENCH MARK DISK
 EH1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1675_STAMPING: J 116 1955
 EH1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1675+STABILITY: SURFACE MOTION
 EH1675
 EH1675  HISTORY     - Date     Condition        Report By
 EH1675  HISTORY     - 1955     MONUMENTED       CGS
 EH1675  HISTORY     - 20030619 MARK NOT FOUND   USACE
 EH1675
 EH1675                          STATION DESCRIPTION
 EH1675
 EH1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1675'2.1 MI E FROM STUTTGART.
 EH1675'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1675'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1675'HIGHWAYS 11 AND 30, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 30, 90
 EH1675'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTHWEST OF THE
 EH1675'NORTHWEST CORNER OF A FARMHOUSE, 30 FEET NORTHWEST OF THE SOUTHWEST
 EH1675'CORNER OF THE HOUSE, 29 FEET EAST OF THE CENTER LINE OF A NORTH AND
 EH1675'SOUTH ROAD, MIDWAY BETWEEN 2 PECAN TREES, SET IN THE TOP OF A CONCRETE
 EH1675'POST WHICH IS FLUSH WITH THE GROUND.
 EH1675
 EH1675                          STATION RECOVERY (2003)
 EH1675
 EH1675'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1503 ***********************************************************************
 EH1503  DESIGNATION -  J 117
 EH1503  PID         -  EH1503
 EH1503  STATE/COUNTY-  AR/ARKANSAS
 EH1503  USGS QUAD   -  GILLETT (1972)
 EH1503
 EH1503                         *CURRENT SURVEY CONTROL
 EH1503  ___________________________________________________________________
 EH1503* NAD 83(1986)-  34 03 16.     (N)    091 24 17.     (W)     SCALED    
 EH1503* NAVD 88     -        54.658  (meters)     179.32   (feet)  ADJUSTED  
 EH1503  ___________________________________________________________________
 EH1503  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EH1503  DYNAMIC HT  -          54.604 (meters)     179.15  (feet)  COMP
 EH1503  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH1503
 EH1503  VERT ORDER  -  FIRST     CLASS II
 EH1503
 EH1503.The horizontal coordinates were scaled from a topographic map and have
 EH1503.an estimated accuracy of +/- 6 seconds.
 EH1503
 EH1503.The orthometric height was determined by differential leveling
 EH1503.and adjusted by the National Geodetic Survey in August 1993..
 EH1503
 EH1503.The geoid height was determined by GEOID03.
 EH1503
 EH1503.The dynamic height is computed by dividing the NAVD 88
 EH1503.geopotential number by the normal gravity value computed on the
 EH1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1503.degrees latitude (g = 980.6199 gals.).
 EH1503
 EH1503.The modeled gravity was interpolated from observed gravity values.
 EH1503
 EH1503;                    North         East    Units  Estimated Accuracy
 EH1503;SPC AR S     -   554,080.      454,960.      MT  (+/- 180 meters Scaled)
 EH1503
 EH1503                          SUPERSEDED SURVEY CONTROL
 EH1503
 EH1503  NGVD 29 (??/??/??)   54.789  (m)          179.75   (f) ADJUSTED    1 2
 EH1503
 EH1503.Superseded values are not recommended for survey control.
 EH1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1503.See file dsdata.txt to determine how the superseded data were derived.
 EH1503
 EH1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT472693(NAD 83)
 EH1503_MARKER: DB = BENCH MARK DISK
 EH1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1503_STAMPING: J 117 1955
 EH1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1503+STABILITY: SURFACE MOTION
 EH1503
 EH1503  HISTORY     - Date     Condition        Report By
 EH1503  HISTORY     - 1955     MONUMENTED       CGS
 EH1503  HISTORY     - 1972     MARK NOT FOUND   USGS
 EH1503
 EH1503                          STATION DESCRIPTION
 EH1503
 EH1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1503'6.6 MI SW FROM GILLETT.
 EH1503'4.2 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1503'SOUTHWESTERN RAILROAD STATION AT GILLETT, THENCE 0.5 MILE WEST ALONG A
 EH1503'GRADED DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD,
 EH1503'THENCE 0.4 MILE WEST ALONG A PRIVATE ROAD, THENCE 0.9 MILE WEST ALONG
 EH1503'A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, AT A CURVE IN THE LEVEE,
 EH1503'68 FEET NORTHEAST OF THE CENTER LINE OF THE LEVEE, 47 FEET NORTHWEST
 EH1503'OF THE CENTER OF A WIRE GATE, 2 FEET SOUTHWEST OF A FENCE, 2 FEET
 EH1503'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1503'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1503
 EH1503                          STATION RECOVERY (1972)
 EH1503
 EH1503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0855 ***********************************************************************
 DK0855  DESIGNATION -  J 118
 DK0855  PID         -  DK0855
 DK0855  STATE/COUNTY-  AR/DESHA
 DK0855  USGS QUAD   -  WATSON (1969)
 DK0855
 DK0855                         *CURRENT SURVEY CONTROL
 DK0855  ___________________________________________________________________
 DK0855* NAD 83(1986)-  33 55 12.     (N)    091 20 07.     (W)     SCALED    
 DK0855* NAVD 88     -        47.894  (meters)     157.13   (feet)  ADJUSTED  
 DK0855  ___________________________________________________________________
 DK0855  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK0855  DYNAMIC HT  -          47.847 (meters)     156.98  (feet)  COMP
 DK0855  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 DK0855
 DK0855  VERT ORDER  -  FIRST     CLASS II
 DK0855
 DK0855.The horizontal coordinates were scaled from a topographic map and have
 DK0855.an estimated accuracy of +/- 6 seconds.
 DK0855
 DK0855.The orthometric height was determined by differential leveling
 DK0855.and adjusted by the National Geodetic Survey in June 1991..
 DK0855.WARNING-Repeat measurements at this control monument indicate possible
 DK0855.vertical movement.
 DK0855
 DK0855.The geoid height was determined by GEOID03.
 DK0855
 DK0855.The dynamic height is computed by dividing the NAVD 88
 DK0855.geopotential number by the normal gravity value computed on the
 DK0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0855.degrees latitude (g = 980.6199 gals.).
 DK0855
 DK0855.The modeled gravity was interpolated from observed gravity values.
 DK0855
 DK0855;                    North         East    Units  Estimated Accuracy
 DK0855;SPC AR S     -   539,210.      461,460.      MT  (+/- 180 meters Scaled)
 DK0855
 DK0855                          SUPERSEDED SURVEY CONTROL
 DK0855
 DK0855  NGVD 29 (??/??/??)   47.962  (m)          157.36   (f) ADJUSTED    1 2
 DK0855
 DK0855.Superseded values are not recommended for survey control.
 DK0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0855.See file dsdata.txt to determine how the superseded data were derived.
 DK0855
 DK0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT538545(NAD 83)
 DK0855_MARKER: DB = BENCH MARK DISK
 DK0855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0855_SP_SET: CULVET
 DK0855_STAMPING: J 118 1955
 DK0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0855+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 DK0855
 DK0855  HISTORY     - Date     Condition        Report By
 DK0855  HISTORY     - 1955     MONUMENTED       CGS
 DK0855  HISTORY     - 1976     GOOD             NGS
 DK0855  HISTORY     - 20040113 GOOD             USACE
 DK0855
 DK0855                          STATION DESCRIPTION
 DK0855
 DK0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0855'5.55 MI W FROM WATSON.
 DK0855'5.55 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 DK0855'RAILROAD STATION AT WATSON, 0.1 MILE EAST OF A STORE, 20 FEET NORTH OF
 DK0855'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 DK0855'NORTH CONCRETE HEADWALL OF A CULVERT.
 DK0855
 DK0855                          STATION RECOVERY (1976)
 DK0855
 DK0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0855'RECOVERED IN GOOD CONDITION.
 DK0855
 DK0855                          STATION RECOVERY (2004)
 DK0855
 DK0855'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0588 ***********************************************************************
 DL0588  DESIGNATION -  J 119
 DL0588  PID         -  DL0588
 DL0588  STATE/COUNTY-  AR/COLUMBIA
 DL0588  USGS QUAD   -  BUSSEY (1960)
 DL0588
 DL0588                         *CURRENT SURVEY CONTROL
 DL0588  ___________________________________________________________________
 DL0588* NAD 83(1986)-  33 12 42.     (N)    093 28 15.     (W)     SCALED    
 DL0588* NAVD 88     -        81.320  (meters)     266.80   (feet)  ADJUSTED  
 DL0588  ___________________________________________________________________
 DL0588  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL0588  DYNAMIC HT  -          81.232 (meters)     266.51  (feet)  COMP
 DL0588  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 DL0588
 DL0588  VERT ORDER  -  SECOND    CLASS 0
 DL0588
 DL0588.The horizontal coordinates were scaled from a topographic map and have
 DL0588.an estimated accuracy of +/- 6 seconds.
 DL0588
 DL0588.The orthometric height was determined by differential leveling
 DL0588.and adjusted by the National Geodetic Survey in June 1991..
 DL0588.WARNING-Repeat measurements at this control monument indicate possible
 DL0588.vertical movement.
 DL0588
 DL0588.The geoid height was determined by GEOID03.
 DL0588
 DL0588.The dynamic height is computed by dividing the NAVD 88
 DL0588.geopotential number by the normal gravity value computed on the
 DL0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0588.degrees latitude (g = 980.6199 gals.).
 DL0588
 DL0588.The modeled gravity was interpolated from observed gravity values.
 DL0588
 DL0588;                    North         East    Units  Estimated Accuracy
 DL0588;SPC AR S     -   461,430.      262,880.      MT  (+/- 180 meters Scaled)
 DL0588
 DL0588                          SUPERSEDED SURVEY CONTROL
 DL0588
 DL0588  NGVD 29 (??/??/92)   81.366  (m)          266.95   (f) ADJ UNCH    2 0
 DL0588
 DL0588.Superseded values are not recommended for survey control.
 DL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0588.See file dsdata.txt to determine how the superseded data were derived.
 DL0588
 DL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS561748(NAD 83)
 DL0588_MARKER: DB = BENCH MARK DISK
 DL0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0588_STAMPING: J 119 1934
 DL0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0588+STABILITY: SURFACE MOTION
 DL0588
 DL0588  HISTORY     - Date     Condition        Report By
 DL0588  HISTORY     - 1934     MONUMENTED       CGS
 DL0588  HISTORY     - 1963     GOOD             NGS
 DL0588
 DL0588                          STATION DESCRIPTION
 DL0588
 DL0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0588'4.1 MI S FROM MCKAMIE.
 DL0588'IN COLUMBIA COUNTY, ABOUT 4.1 MILES SOUTH ALONG THE LOUISIANA AND
 DL0588'ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, ABOUT
 DL0588'30 FEET NORTH OF THE TENTH POLE SOUTH OF MILEPOST 33, OPPOSITE A
 DL0588'FARMHOUSE, ABOUT 16 YARDS WEST OF THE TRACK, AND 2 FEET EAST OF A
 DL0588'FENCE.  A STANDARD DISK, STAMPED J 119 1934 AND SET IN THE TOP OF A
 DL0588'CONCRETE POST.  NOTE-- 30 FEET NORTH OF THE 10TH POLE SOUTH OF
 DL0588'MILEPOST 33, ABOUT 48 FEET WEST OF THE TRACK AND 2 FEET EAST OF A
 DL0588'FENCE.  IT IS IN LOW GROUND.  THE HOUSE, DESCRIBED AS BEING EAST OF
 DL0588'THE RAILROAD, IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0189 ***********************************************************************
 DL0189  FBN         -  This is a Federal Base Network Control Station.
 DL0189  DESIGNATION -  J 12
 DL0189  PID         -  DL0189
 DL0189  STATE/COUNTY-  AR/ASHLEY
 DL0189  USGS QUAD   -  MARAIS SALINE (1981)
 DL0189
 DL0189                         *CURRENT SURVEY CONTROL
 DL0189  ___________________________________________________________________
 DL0189* NAD 83(1997)-  33 08 32.46118(N)    092 02 47.60214(W)     ADJUSTED  
 DL0189* NAVD 88     -        35.335  (meters)     115.93   (feet)  ADJUSTED  
 DL0189  ___________________________________________________________________
 DL0189  X           -    -190,909.212 (meters)                     COMP
 DL0189  Y           -  -5,342,457.770 (meters)                     COMP
 DL0189  Z           -   3,467,193.530 (meters)                     COMP
 DL0189  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DL0189  ELLIP HEIGHT-           9.33  (meters)          (07/20/01) GPS OBS
 DL0189  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DL0189  DYNAMIC HT  -          35.298 (meters)     115.81  (feet)  COMP
 DL0189  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 DL0189
 DL0189  HORZ ORDER  -  B
 DL0189  VERT ORDER  -  SECOND    CLASS 0
 DL0189  ELLP ORDER  -  FOURTH    CLASS I
 DL0189
 DL0189.The horizontal coordinates were established by GPS observations
 DL0189.and adjusted by the National Geodetic Survey in September 1997..
 DL0189
 DL0189.The orthometric height was determined by differential leveling
 DL0189.and adjusted by the National Geodetic Survey in June 1991..
 DL0189
 DL0189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0189
 DL0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0189
 DL0189.The ellipsoidal height was determined by GPS observations
 DL0189.and is referenced to NAD 83.
 DL0189
 DL0189.The geoid height was determined by GEOID03.
 DL0189
 DL0189.The dynamic height is computed by dividing the NAVD 88
 DL0189.geopotential number by the normal gravity value computed on the
 DL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0189.degrees latitude (g = 980.6199 gals.).
 DL0189
 DL0189.The modeled gravity was interpolated from observed gravity values.
 DL0189
 DL0189;                    North         East     Units Scale Factor Converg.
 DL0189;SPC AR S     -   452,761.633   395,656.010   MT  1.00003869   -0 01 33.8
 DL0189;SPC AR S     - 1,485,435.46  1,298,081.43   sFT  1.00003869   -0 01 33.8
 DL0189;UTM  15      - 3,667,472.631   588,925.115   MT  0.99969750   +0 31 16.7
 DL0189
 DL0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0189!SPC AR S     -   0.99999854  x   1.00003869  =   1.00003723
 DL0189!UTM  15      -   0.99999854  x   0.99969750  =   0.99969604
 DL0189
 DL0189                          SUPERSEDED SURVEY CONTROL
 DL0189
 DL0189  ELLIP H (09/19/97)    9.35   (m)                       GP(       ) 4 1
 DL0189  NAVD 88 (09/19/97)   35.34   (m)          115.9    (f) LEVELING    3  
 DL0189  NGVD 29 (??/??/92)   35.399  (m)          116.14   (f) ADJ UNCH    2 0
 DL0189
 DL0189.Superseded values are not recommended for survey control.
 DL0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0189.See file dsdata.txt to determine how the superseded data were derived.
 DL0189
 DL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8892567473(NAD 83)
 DL0189_MARKER: DB = BENCH MARK DISK
 DL0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0189_STAMPING: J 12 1932 116.141
 DL0189_MARK LOGO: CGS   
 DL0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0189+STABILITY: SURFACE MOTION
 DL0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0189+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 DL0189
 DL0189  HISTORY     - Date     Condition        Report By
 DL0189  HISTORY     - 1932     MONUMENTED       CGS
 DL0189  HISTORY     - 1962     GOOD             NGS
 DL0189  HISTORY     - 19970206 GOOD             NGS
 DL0189  HISTORY     - 20000204 GOOD             NGS
 DL0189  HISTORY     - 20050329 GOOD             ARHD
 DL0189
 DL0189                          STATION DESCRIPTION
 DL0189
 DL0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL0189'5.2 MI W FROM CROSSETT.
 DL0189'5.2 MILES WEST OF CROSSETT, ASHLEY COUNTY, ALONG U.S. HIGHWAY 82, 200
 DL0189'FEET EAST OF THE EAST END OF CURVE IN HIGHWAY, 48 FEET NORTH AND 26
 DL0189'FEET WEST OF T-ROAD SOUTH, IN E-W FENCE LINE.  A STANDARD DISK,
 DL0189'STAMPED J 12 1932 AND SET IN THE TOP OF A CONCRETE POST.
 DL0189
 DL0189                          STATION RECOVERY (1997)
 DL0189
 DL0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 DL0189'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF WEST CROSSETT,
 DL0189'ALONG THE NORTH SIDE OF THE HIGHWAY, ABOUT 0.08 KM (0.05 MI) EAST OF A
 DL0189'CURVE TO THE NORTH IN THE HIGHWAY AND IN THE HIGHWAY RIGHT-OF-WAY.
 DL0189'OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.  TO REACH
 DL0189'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 169
 DL0189'(HANCOCK ROAD) AT THE CITY LIMITS OF CROSSETT AND WEST CROSSETT, GO
 DL0189'NORTHWEST, THEN WEST ON HIGHWAY 82 FOR 6.28 KM (3.90 MI) TO THE
 DL0189'JUNCTION OF RAMSOUR ROAD ON THE LEFT AND THE STATION ON THE RIGHT. THE
 DL0189'STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST PROJECTING 5
 DL0189'CM ABOVE GROUND.  IT IS 41.8 M (137.1 FT) WEST OF THE CENTER OF A
 DL0189'GRAVEL DRIVE TO A HOUSE, 14.8 M (48.6 FT) NORTH OF AND ABOUT LEVEL
 DL0189'WITH THE HIGHWAY CENTER, 6.5 M (21.3 FT) WEST OF THE EXTENDED CENTER
 DL0189'OF RAMSOUR ROAD, 4.0 M (13.1 FT) EAST-NORTHEAST OF A STEEL TELEPHONE
 DL0189'CABLE JUNCTION BOX NUMBER 9A+B 47, 3.0 M (9.8 FT) EAST-NORTHEAST OF A
 DL0189'POWER POLE WITH A STEEL JUNCTION BOX, 0.9 M (3.0 FT) WEST-NORTHWEST OF
 DL0189'THE NORTH 1 OF 2 POWER POLES THAT ARE BRACED AT THE TOP AND 0.3 M (1.0
 DL0189'FT) NORTH OF A STEEL WITNESS POST.
 DL0189
 DL0189                          STATION RECOVERY (2000)
 DL0189
 DL0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 DL0189'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF WEST COSSETT,
 DL0189'ABOUT 5.79 KM (3.60 MI) EAST OF THE EAST END OF THE US HIGHWAY 82
 DL0189'BRIDGE OVER THE OUACHITA RIVER, ON THE NORTH SIDE OF HIGHWAY 82
 DL0189'RIGHT-OF-WAY AND AT THE JUNCTION OF HIGHWAY 82 AND RAMSOUR ROAD.
 DL0189'OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.  TO REACH
 DL0189'THE STATION FROM THE JUNCTION OF US HIGHWAY 82 AND STATE HIGHWAY 169
 DL0189'NORTH IN WEST COSSETT, GO EAST ON HIGHWAY 82 FOR 6.28 KM (3.90 MI) TO
 DL0189'THE JUNCTION OF RAMSOUR ROAD ON THE LEFT AND THE STATION ON THE RIGHT,
 DL0189'ON THE NORTH SIDE OF TWO POWER POLES BRACED AT THE TOP IN A CLUSTER OF
 DL0189'FOUR POWER POLES.  THE ST2008PATION IS A CGS BENCH MARK DISK SET IN
 DL0189'THE TOP OF A 25 CM SQUARE CONCRETE POST ABOUT FLUSH WITH THE GROUND
 DL0189'AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. LOCATED 41.76
 DL0189'M (137.01 FT) WEST OF THE CENTER OF A GRAVEL DRIVE LEADING NORTH TO A
 DL0189'HOUSE.  14.79 M (48.52 FT) NORTH OF THE CENTER OF HIGHWAY, ABOUT 6.4 M
 DL0189'(21.0 FT) EAST OF THE EXTENDED CENTER OF RAMSOUR ROAD, 5.73 M (18.80
 DL0189'FT) SOUTHWEST OF A FIRE HYDRANT AND 0.3 M (1.0 FT) NORTH OF A SHORT
 DL0189'METAL WITNESS POST.
 DL0189
 DL0189                          STATION RECOVERY (2005)
 DL0189
 DL0189'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DL0189'THERE HAS BEEN EXTENSIVE EXCAVATION IN THE AREA BUT MARK REMAINS
 DL0189'STABLE.  THE COMPLETE NORTHWESTERN QUADRANT IS OBSCURED FOR GPS
 DL0189'OBSERVATIONS MAKING THIS A POOR CHOICE FOR FUTURE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1409 ***********************************************************************
 FF1409  DESIGNATION -  J 12 2
 FF1409  PID         -  FF1409
 FF1409  STATE/COUNTY-  AR/WHITE
 FF1409  USGS QUAD   -  WEST POINT (1994)
 FF1409
 FF1409                         *CURRENT SURVEY CONTROL
 FF1409  ___________________________________________________________________
 FF1409* NAD 83(1986)-  35 10 08.     (N)    091 32 04.     (W)     SCALED    
 FF1409* NAVD 88     -        59.63   (+/-2cm)     195.6    (feet)  VERTCON   
 FF1409  ___________________________________________________________________
 FF1409  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1409
 FF1409  VERT ORDER  -  ? (See Below)
 FF1409
 FF1409.The horizontal coordinates were scaled from a topographic map and have
 FF1409.an estimated accuracy of +/- 6 seconds.
 FF1409
 FF1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1409.The vertical order pertains to the NGVD 29 superseded value.
 FF1409
 FF1409.The geoid height was determined by GEOID03.
 FF1409
 FF1409;                    North         East    Units  Estimated Accuracy
 FF1409;SPC AR N     -    92,800.      442,410.      MT  (+/- 180 meters Scaled)
 FF1409
 FF1409                          SUPERSEDED SURVEY CONTROL
 FF1409
 FF1409  NGVD 29 (??/??/??)   59.592  (m)          195.51   (f) ADJUSTED    ?  
 FF1409
 FF1409.Superseded values are not recommended for survey control.
 FF1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1409.See file dsdata.txt to determine how the superseded data were derived.
 FF1409
 FF1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU334927(NAD 83)
 FF1409_MARKER: DD = SURVEY DISK
 FF1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1409_STAMPING: J 12-2 1934
 FF1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1409+STABILITY: SURFACE MOTION
 FF1409
 FF1409  HISTORY     - Date     Condition        Report By
 FF1409  HISTORY     - 1934     MONUMENTED       DOD
 FF1409  HISTORY     - 1935     GOOD             CGS
 FF1409  HISTORY     - 1963     MARK NOT FOUND   USGS
 FF1409
 FF1409                          STATION DESCRIPTION
 FF1409
 FF1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1409'5.3 MI SE FROM WEST POINT.
 FF1409'ABOUT 5.3 MILES SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1409'RAILWAY FROM THE STATION AT WEST POINT, WHITE COUNTY, ABOUT 85
 FF1409'FEET EAST OF THE EAST ABUTMENT OF TRESTLE 286.3, 63 FEET
 FF1409'SOUTH OF THE CENTER OF THE CROSSING OF THE WEST POINT-GEORGETOWN
 FF1409'ROAD, 22 FEET SOUTHEAST OF STATE SURVEY BENCH MARK JIGG 1934,
 FF1409'DESCRIBED BELOW, 12 FEET NORTH OF THE NORTH EDGE OF A BORROW
 FF1409'PIT, 12 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 FF1409'2 FEET LOWER THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY,
 FF1409'STANDARD DISK, STAMPED J 12-2 1934 AND SET IN THE TOP OF A
 FF1409'CONCRETE POST.
 FF1409
 FF1409                          STATION RECOVERY (1963)
 FF1409
 FF1409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FF1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0632 ***********************************************************************
 DL0632  DESIGNATION -  J 120
 DL0632  PID         -  DL0632
 DL0632  STATE/COUNTY-  AR/COLUMBIA
 DL0632  USGS QUAD   -  MAGNOLIA (1968)
 DL0632
 DL0632                         *CURRENT SURVEY CONTROL
 DL0632  ___________________________________________________________________
 DL0632* NAD 83(1986)-  33 16 06.     (N)    093 14 43.     (W)     SCALED    
 DL0632* NAVD 88     -        95.415  (meters)     313.04   (feet)  ADJUSTED  
 DL0632  ___________________________________________________________________
 DL0632  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL0632  DYNAMIC HT  -          95.312 (meters)     312.70  (feet)  COMP
 DL0632  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 DL0632
 DL0632  VERT ORDER  -  SECOND    CLASS 0
 DL0632
 DL0632.The horizontal coordinates were scaled from a topographic map and have
 DL0632.an estimated accuracy of +/- 6 seconds.
 DL0632
 DL0632.The orthometric height was determined by differential leveling
 DL0632.and adjusted by the National Geodetic Survey in June 1991..
 DL0632.WARNING-Repeat measurements at this control monument indicate possible
 DL0632.vertical movement.
 DL0632
 DL0632.The geoid height was determined by GEOID03.
 DL0632
 DL0632.The dynamic height is computed by dividing the NAVD 88
 DL0632.geopotential number by the normal gravity value computed on the
 DL0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0632.degrees latitude (g = 980.6199 gals.).
 DL0632
 DL0632.The modeled gravity was interpolated from observed gravity values.
 DL0632
 DL0632;                    North         East    Units  Estimated Accuracy
 DL0632;SPC AR S     -   467,440.      283,980.      MT  (+/- 180 meters Scaled)
 DL0632
 DL0632                          SUPERSEDED SURVEY CONTROL
 DL0632
 DL0632  NGVD 29 (??/??/92)   95.453  (m)          313.17   (f) ADJ UNCH    2 0
 DL0632
 DL0632.Superseded values are not recommended for survey control.
 DL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0632.See file dsdata.txt to determine how the superseded data were derived.
 DL0632
 DL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS771810(NAD 83)
 DL0632_MARKER: DB = BENCH MARK DISK
 DL0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0632_SP_SET: CONCRETE FOOTING
 DL0632_STAMPING: J 120 1934
 DL0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0632
 DL0632  HISTORY     - Date     Condition        Report By
 DL0632  HISTORY     - 1934     MONUMENTED       CGS
 DL0632  HISTORY     - 1960     GOOD             NGS
 DL0632
 DL0632                          STATION DESCRIPTION
 DL0632
 DL0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0632'IN MAGNOLIA.
 DL0632'AT MAGNOLIA, 1 BLOCK NORTH OF THE LOUISIANA AND NORTH WEST RAILROAD
 DL0632'STATION, 90 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, SET IN THE
 DL0632'TOP OF THE SOUTH CORNER OF THE CONCRETE FOOTING OF THE FEDERAL
 DL0632'COMPRESS WAREHOUSE COMPANY WATER TANK, 95 FEET WEST-NORTHWEST OF THE
 DL0632'CENTER OF THE CROSSING OF UNION STREET, 38 FEET NORTH OF THE CENTER
 DL0632'LINE OF WEST UNION STREET, ABOUT 1 1/2 FEET ABOVE THE GROUND, AND
 DL0632'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0264 ***********************************************************************
 DL0264  DESIGNATION -  J 121 RESET
 DL0264  PID         -  DL0264
 DL0264  STATE/COUNTY-  AR/UNION
 DL0264  USGS QUAD   -  MARYSVILLE (1985)
 DL0264
 DL0264                         *CURRENT SURVEY CONTROL
 DL0264  ___________________________________________________________________
 DL0264* NAD 83(1986)-  33 13 44.     (N)    092 57 44.     (W)     SCALED    
 DL0264* NAVD 88     -        88.53   (meters)     290.5    (feet)  RESET     
 DL0264  ___________________________________________________________________
 DL0264  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL0264
 DL0264  VERT ORDER  -  THIRD
 DL0264
 DL0264.The horizontal coordinates were scaled from a topographic map and have
 DL0264.an estimated accuracy of +/- 6 seconds.
 DL0264
 DL0264.The orthometric height was computed from unverified reset data.
 DL0264.No vertical observational check was made to the station.
 DL0264
 DL0264.The geoid height was determined by GEOID03.
 DL0264
 DL0264;                    North         East    Units  Estimated Accuracy
 DL0264;SPC AR S     -   462,780.      310,310.      MT  (+/- 180 meters Scaled)
 DL0264
 DL0264                          SUPERSEDED SURVEY CONTROL
 DL0264
 DL0264  NGVD 29 (??/??/??)   88.57   (m)          290.6    (f) RESET       3  
 DL0264
 DL0264.Superseded values are not recommended for survey control.
 DL0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0264.See file dsdata.txt to determine how the superseded data were derived.
 DL0264
 DL0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS035766(NAD 83)
 DL0264_MARKER: DB = BENCH MARK DISK
 DL0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0264_STAMPING: J 121 1934 RESET 1955
 DL0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0264+STABILITY: SURFACE MOTION
 DL0264
 DL0264  HISTORY     - Date     Condition        Report By
 DL0264  HISTORY     - 1955     MONUMENTED       CGS
 DL0264  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0264
 DL0264                          STATION DESCRIPTION
 DL0264
 DL0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DL0264'18.0 MI W FROM EL DORADO.
 DL0264'18.0 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH U.S.
 DL0264'HIGHWAY 167 AT EL DORADO, 0.25 MILE WEST OF A JUNCTION WITH STATE
 DL0264'HIGHWAY 57, 0.1 MILE EAST OF A PRIVATE DRIVEWAY LEADING SOUTH, 61 FEET
 DL0264'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A WITNESS POST,
 DL0264'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 DL0264'GROUND.
 DL0264
 DL0264                          STATION RECOVERY (1964)
 DL0264
 DL0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0191 ***********************************************************************
 DL0191  DESIGNATION -  J 122
 DL0191  PID         -  DL0191
 DL0191  STATE/COUNTY-  AR/UNION
 DL0191  USGS QUAD   -  HUTTIG (1981)
 DL0191
 DL0191                         *CURRENT SURVEY CONTROL
 DL0191  ___________________________________________________________________
 DL0191* NAD 83(1986)-  33 00 46.     (N)    092 10 54.     (W)     SCALED    
 DL0191* NAVD 88     -        34.74   (+/-2cm)     114.0    (feet)  VERTCON   
 DL0191  ___________________________________________________________________
 DL0191  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DL0191
 DL0191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DL0191
 DL0191.The horizontal coordinates were scaled from a topographic map and have
 DL0191.an estimated accuracy of +/- 6 seconds.
 DL0191
 DL0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0191.The vertical order pertains to the NGVD 29 superseded value.
 DL0191
 DL0191.The geoid height was determined by GEOID03.
 DL0191
 DL0191;                    North         East    Units  Estimated Accuracy
 DL0191;SPC AR S     -   438,410.      383,020.      MT  (+/- 180 meters Scaled)
 DL0191
 DL0191                          SUPERSEDED SURVEY CONTROL
 DL0191
 DL0191  NGVD 29 (??/??/92)   34.813  (m)          114.22   (f) ADJ UNCH    2 0
 DL0191
 DL0191.Superseded values are not recommended for survey control.
 DL0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0191.See file dsdata.txt to determine how the superseded data were derived.
 DL0191
 DL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS764530(NAD 83)
 DL0191_MARKER: DB = BENCH MARK DISK
 DL0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0191_STAMPING: J 122 1934
 DL0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0191+STABILITY: SURFACE MOTION
 DL0191
 DL0191  HISTORY     - Date     Condition        Report By
 DL0191  HISTORY     - 1934     MONUMENTED       CGS
 DL0191  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0191
 DL0191                          STATION DESCRIPTION
 DL0191
 DL0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DL0191'1.5 MI NE FROM LITRO.
 DL0191'IN UNION COUNTY, ARKANSAS, 1.5 MILES NORTHEAST ALONG THE MISSOURI
 DL0191'PACIFIC RAILROAD FROM THE STATION AT LITRO, UNION PARISH, LOUISIANA,
 DL0191'160 YARDS NORTH OF MILEPOST 529, AND 34 FEET SOUTH OF THE CENTERLINE
 DL0191'OF THE TRACK.  A STANDARD DISK, STAMPED J 122 1934 AND SET IN THE TOP
 DL0191'OF A CONCRETE POST.
 DL0191
 DL0191                          STATION RECOVERY (1977)
 DL0191
 DL0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1565 ***********************************************************************
 EH1565  DESIGNATION -  J 124
 EH1565  PID         -  EH1565
 EH1565  STATE/COUNTY-  AR/JEFFERSON
 EH1565  USGS QUAD   -  LADD (1975)
 EH1565
 EH1565                         *CURRENT SURVEY CONTROL
 EH1565  ___________________________________________________________________
 EH1565* NAD 83(1986)-  34 10 59.     (N)    091 55 16.     (W)     SCALED    
 EH1565* NAVD 88     -        60.083  (meters)     197.12   (feet)  ADJUSTED  
 EH1565  ___________________________________________________________________
 EH1565  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH1565  DYNAMIC HT  -          60.025 (meters)     196.93  (feet)  COMP
 EH1565  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 EH1565
 EH1565  VERT ORDER  -  SECOND    CLASS 0
 EH1565
 EH1565.The horizontal coordinates were scaled from a topographic map and have
 EH1565.an estimated accuracy of +/- 6 seconds.
 EH1565
 EH1565.The orthometric height was determined by differential leveling
 EH1565.and adjusted by the National Geodetic Survey in June 1991..
 EH1565
 EH1565.The geoid height was determined by GEOID03.
 EH1565
 EH1565.The dynamic height is computed by dividing the NAVD 88
 EH1565.geopotential number by the normal gravity value computed on the
 EH1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1565.degrees latitude (g = 980.6199 gals.).
 EH1565
 EH1565.The modeled gravity was interpolated from observed gravity values.
 EH1565
 EH1565;                    North         East    Units  Estimated Accuracy
 EH1565;SPC AR S     -   568,190.      407,270.      MT  (+/- 180 meters Scaled)
 EH1565
 EH1565                          SUPERSEDED SURVEY CONTROL
 EH1565
 EH1565  NGVD 29 (??/??/??)   60.170  (m)          197.41   (f) ADJUSTED    2 0
 EH1565
 EH1565.Superseded values are not recommended for survey control.
 EH1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1565.See file dsdata.txt to determine how the superseded data were derived.
 EH1565
 EH1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT994829(NAD 83)
 EH1565_MARKER: DB = BENCH MARK DISK
 EH1565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1565_SP_SET: CULVERT
 EH1565_STAMPING: J 124 1957
 EH1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1565
 EH1565  HISTORY     - Date     Condition        Report By
 EH1565  HISTORY     - 1957     MONUMENTED       CGS
 EH1565  HISTORY     - 1984     GOOD             NGS
 EH1565  HISTORY     - 1989     GOOD             USPSQD
 EH1565
 EH1565                          STATION DESCRIPTION
 EH1565
 EH1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH1565'6.9 MI SE FROM PINE BLUFF.
 EH1565'6.9 MILES SE OF THE CITY OF PINE BLUFF, 0.8 MILES SOUTH OF THE
 EH1565'JUNCTION OF HIGHWAYS US 65 AND STATE HIGHWAY NO. 81.  MARK IS SET IN
 EH1565'THE CENTER OF THE WEST HEAD WALL OF A CULVERT UNDER STATE HIGHWAY NO.
 EH1565'81.  A STANDARD BENCH MARK DISK.
 EH1565
 EH1565                          STATION RECOVERY (1984)
 EH1565
 EH1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1565'RECOVERED IN GOOD CONDITION.
 EH1565
 EH1565                          STATION RECOVERY (1989)
 EH1565
 EH1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (DAR)
 EH1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0690 ***********************************************************************
 FG0690  DESIGNATION -  J 125
 FG0690  PID         -  FG0690
 FG0690  STATE/COUNTY-  AR/VAN BUREN
 FG0690  USGS QUAD   -  ALREAD (1965)
 FG0690
 FG0690                         *CURRENT SURVEY CONTROL
 FG0690  ___________________________________________________________________
 FG0690* NAD 83(1986)-  35 37 59.     (N)    092 40 51.     (W)     SCALED    
 FG0690* NAVD 88     -       511.138  (meters)    1676.96   (feet)  ADJUSTED  
 FG0690  ___________________________________________________________________
 FG0690  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0690  DYNAMIC HT  -         510.645 (meters)    1675.34  (feet)  COMP
 FG0690  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FG0690
 FG0690  VERT ORDER  -  SECOND    CLASS 0
 FG0690
 FG0690.The horizontal coordinates were scaled from a topographic map and have
 FG0690.an estimated accuracy of +/- 6 seconds.
 FG0690
 FG0690.The orthometric height was determined by differential leveling
 FG0690.and adjusted by the National Geodetic Survey in June 1991..
 FG0690
 FG0690.The geoid height was determined by GEOID03.
 FG0690
 FG0690.The dynamic height is computed by dividing the NAVD 88
 FG0690.geopotential number by the normal gravity value computed on the
 FG0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0690.degrees latitude (g = 980.6199 gals.).
 FG0690
 FG0690.The modeled gravity was interpolated from observed gravity values.
 FG0690
 FG0690;                    North         East    Units  Estimated Accuracy
 FG0690;SPC AR N     -   144,410.      338,340.      MT  (+/- 180 meters Scaled)
 FG0690
 FG0690                          SUPERSEDED SURVEY CONTROL
 FG0690
 FG0690  NGVD 29 (??/??/92)  511.062  (m)         1676.71   (f) ADJ UNCH    2 0
 FG0690
 FG0690.Superseded values are not recommended for survey control.
 FG0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0690.See file dsdata.txt to determine how the superseded data were derived.
 FG0690
 FG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV288432(NAD 83)
 FG0690_MARKER: DB = BENCH MARK DISK
 FG0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0690_SP_SET: BUILDING
 FG0690_STAMPING: J 125 1935
 FG0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0690
 FG0690  HISTORY     - Date     Condition        Report By
 FG0690  HISTORY     - 1935     MONUMENTED       CGS
 FG0690  HISTORY     - 1939     GOOD             NGS
 FG0690
 FG0690                          STATION DESCRIPTION
 FG0690
 FG0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0690'11.5 MI N FROM SCOTLAND.
 FG0690'11.5 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0690'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, AT THE ALREAD CONSOLIDATED
 FG0690'DISTRICT 7 SCHOOL, 2 FEET EAST OF THE SOUTHWEST CORNER, 21 FEET WEST
 FG0690'OF THE SOUTH ENTRANCE DOOR, 190 FEET NORTH OF THE CENTERLINE OF THE
 FG0690'ROAD, AND 5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED J 125
 FG0690'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0952 ***********************************************************************
 FG0952  DESIGNATION -  J 126
 FG0952  PID         -  FG0952
 FG0952  STATE/COUNTY-  AR/JOHNSON
 FG0952  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0952
 FG0952                         *CURRENT SURVEY CONTROL
 FG0952  ___________________________________________________________________
 FG0952* NAD 83(1986)-  35 41 23.     (N)    093 10 20.     (W)     SCALED    
 FG0952* NAVD 88     -       543.584  (meters)    1783.41   (feet)  ADJUSTED  
 FG0952  ___________________________________________________________________
 FG0952  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0952  DYNAMIC HT  -         543.059 (meters)    1781.69  (feet)  COMP
 FG0952  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 FG0952
 FG0952  VERT ORDER  -  SECOND    CLASS 0
 FG0952
 FG0952.The horizontal coordinates were scaled from a topographic map and have
 FG0952.an estimated accuracy of +/- 6 seconds.
 FG0952
 FG0952.The orthometric height was determined by differential leveling
 FG0952.and adjusted by the National Geodetic Survey in June 1991..
 FG0952
 FG0952.The geoid height was determined by GEOID03.
 FG0952
 FG0952.The dynamic height is computed by dividing the NAVD 88
 FG0952.geopotential number by the normal gravity value computed on the
 FG0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0952.degrees latitude (g = 980.6199 gals.).
 FG0952
 FG0952.The modeled gravity was interpolated from observed gravity values.
 FG0952
 FG0952;                    North         East    Units  Estimated Accuracy
 FG0952;SPC AR N     -   151,110.      293,910.      MT  (+/- 180 meters Scaled)
 FG0952
 FG0952                          SUPERSEDED SURVEY CONTROL
 FG0952
 FG0952  NGVD 29 (??/??/92)  543.516  (m)         1783.19   (f) ADJ UNCH    2 0
 FG0952
 FG0952.Superseded values are not recommended for survey control.
 FG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0952.See file dsdata.txt to determine how the superseded data were derived.
 FG0952
 FG0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV844495(NAD 83)
 FG0952_MARKER: DB = BENCH MARK DISK
 FG0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0952_STAMPING: J-126 1935
 FG0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0952+STABILITY: SURFACE MOTION
 FG0952
 FG0952  HISTORY     - Date     Condition        Report By
 FG0952  HISTORY     - 1935     MONUMENTED       CGS
 FG0952
 FG0952                          STATION DESCRIPTION
 FG0952
 FG0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0952'1.8 MI S FROM PELSOR.
 FG0952'1.8 MILES SOUTH OF VIC. OF 4.7 MI. W. OF PELSOR, ALONG TREAT RD., FROM
 FG0952'T. J. HANKINS STORE.  ABOUT 160 FEET SOUTHEAST OF SOUTHEAST END OF LOG
 FG0952'FARM HOUSE, SURROUNDED BY PICKET FENCE, AT NORTHEAST END OF PEACH
 FG0952'ORCHARD.  53.2 FEET SOUTHWEST OF NORTH CORNER OF FENCE. 39 FEET
 FG0952'SOUTHEAST OF CENTERLINE OF TREAT ROAD. 2.6 FEET NORTHWEST OF RAIL
 FG0952'FENCE AT NORTHWEST SIDE OF SMALL SQUARE FIELD. TABLET SET IN PRECAST
 FG0952'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0871 ***********************************************************************
 FG0871  DESIGNATION -  J 128
 FG0871  PID         -  FG0871
 FG0871  STATE/COUNTY-  AR/JOHNSON
 FG0871  USGS QUAD   -  ROSETTA (1980)
 FG0871
 FG0871                         *CURRENT SURVEY CONTROL
 FG0871  ___________________________________________________________________
 FG0871* NAD 83(1986)-  35 40 51.     (N)    093 15 04.     (W)     SCALED    
 FG0871* NAVD 88     -       236.668  (meters)     776.47   (feet)  ADJUSTED  
 FG0871  ___________________________________________________________________
 FG0871  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FG0871  DYNAMIC HT  -         236.447 (meters)     775.74  (feet)  COMP
 FG0871  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FG0871
 FG0871  VERT ORDER  -  SECOND    CLASS 0
 FG0871
 FG0871.The horizontal coordinates were scaled from a topographic map and have
 FG0871.an estimated accuracy of +/- 6 seconds.
 FG0871
 FG0871.The orthometric height was determined by differential leveling
 FG0871.and adjusted by the National Geodetic Survey in June 1991..
 FG0871
 FG0871.The geoid height was determined by GEOID03.
 FG0871
 FG0871.The dynamic height is computed by dividing the NAVD 88
 FG0871.geopotential number by the normal gravity value computed on the
 FG0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0871.degrees latitude (g = 980.6199 gals.).
 FG0871
 FG0871.The modeled gravity was interpolated from observed gravity values.
 FG0871
 FG0871;                    North         East    Units  Estimated Accuracy
 FG0871;SPC AR N     -   150,210.      286,750.      MT  (+/- 180 meters Scaled)
 FG0871
 FG0871                          SUPERSEDED SURVEY CONTROL
 FG0871
 FG0871  NGVD 29 (??/??/92)  236.613  (m)          776.29   (f) ADJ UNCH    2 0
 FG0871
 FG0871.Superseded values are not recommended for survey control.
 FG0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0871.See file dsdata.txt to determine how the superseded data were derived.
 FG0871
 FG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV772485(NAD 83)
 FG0871_MARKER: DB = BENCH MARK DISK
 FG0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0871_STAMPING: J-128 1935
 FG0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0871+STABILITY: SURFACE MOTION
 FG0871
 FG0871  HISTORY     - Date     Condition        Report By
 FG0871  HISTORY     - 1935     MONUMENTED       CGS
 FG0871
 FG0871                          STATION DESCRIPTION
 FG0871
 FG0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0871'0.5 MI S FROM FT. DOUGLAS.
 FG0871'0.5 MILE SOUTH OF, ALONG ST. HWY. 123, FROM POST OFFICE.  ABOUT 103
 FG0871'FEET NORTHEAST OF NORTHEAST WALL OF SMALL LOG HOUSE OWNED BY WILL
 FG0871'HYATT.  73 FEET SOUTHWEST OF SOUTH ROCK ABUTMENT OF WOODEN HIGHWAY
 FG0871'BRIDGE.  47 FEET SOUTH OF CENTERLINE OF ST. HWY. 123.  24 FEET
 FG0871'SOUTHEAST OF CENTERLINE OF DRIVEWAY TO WILL HYATT FARM HOUSE. 14.4
 FG0871'FEET NORTHWEST OF BEACH TREE 1.5 FT. IN DIAMETER AT BASE. TABLET SET
 FG0871'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0989 ***********************************************************************
 DK0989  DESIGNATION -  J 13
 DK0989  PID         -  DK0989
 DK0989  STATE/COUNTY-  AR/CHICOT
 DK0989  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0989
 DK0989                         *CURRENT SURVEY CONTROL
 DK0989  ___________________________________________________________________
 DK0989* NAD 83(1986)-  33 31 40.     (N)    091 26 03.     (W)     SCALED    
 DK0989* NAVD 88     -        44.028  (meters)     144.45   (feet)  ADJUSTED  
 DK0989  ___________________________________________________________________
 DK0989  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK0989  DYNAMIC HT  -          43.982 (meters)     144.30  (feet)  COMP
 DK0989  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 DK0989
 DK0989  VERT ORDER  -  FIRST     CLASS II
 DK0989
 DK0989.The horizontal coordinates were scaled from a topographic map and have
 DK0989.an estimated accuracy of +/- 6 seconds.
 DK0989
 DK0989.The orthometric height was determined by differential leveling
 DK0989.and adjusted by the National Geodetic Survey in June 1991..
 DK0989.WARNING-Repeat measurements at this control monument indicate possible
 DK0989.vertical movement.
 DK0989
 DK0989.The geoid height was determined by GEOID03.
 DK0989
 DK0989.The dynamic height is computed by dividing the NAVD 88
 DK0989.geopotential number by the normal gravity value computed on the
 DK0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0989.degrees latitude (g = 980.6199 gals.).
 DK0989
 DK0989.The modeled gravity was interpolated from observed gravity values.
 DK0989
 DK0989;                    North         East    Units  Estimated Accuracy
 DK0989;SPC AR S     -   495,650.      452,560.      MT  (+/- 180 meters Scaled)
 DK0989
 DK0989                          SUPERSEDED SURVEY CONTROL
 DK0989
 DK0989  NGVD 29 (??/??/??)   44.143  (m)          144.83   (f) ADJUSTED    1 2
 DK0989
 DK0989.Superseded values are not recommended for survey control.
 DK0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0989.See file dsdata.txt to determine how the superseded data were derived.
 DK0989
 DK0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT454108(NAD 83)
 DK0989_MARKER: DB = BENCH MARK DISK
 DK0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0989_SP_SET: BUILDING
 DK0989_STAMPING: J 13 1932
 DK0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0989
 DK0989  HISTORY     - Date     Condition        Report By
 DK0989  HISTORY     - 1932     MONUMENTED       CGS
 DK0989  HISTORY     - 1939     GOOD             CGS
 DK0989
 DK0989                          STATION DESCRIPTION
 DK0989
 DK0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0989'IN DERMOTT.
 DK0989'A STANDARD DISC SET VERTICALLY INTO THE EAST FACE OF THE CITY HALL, 5
 DK0989'FEET NORTH OF THE NORTH SIDE OF THE EAST ENTRANCE.  5 FEET ABOVE THE
 DK0989'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1931 ***********************************************************************
 EH1931  DESIGNATION -  J 13 116
 EH1931  PID         -  EH1931
 EH1931  STATE/COUNTY-  AR/PRAIRIE
 EH1931  USGS QUAD   -  DES ARC WEST (1994)
 EH1931
 EH1931                         *CURRENT SURVEY CONTROL
 EH1931  ___________________________________________________________________
 EH1931* NAD 83(1986)-  34 58 37.     (N)    091 33 48.     (W)     SCALED    
 EH1931* NAVD 88     -        64.55   (+/-2cm)     211.8    (feet)  VERTCON   
 EH1931  ___________________________________________________________________
 EH1931  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EH1931
 EH1931  VERT ORDER  -  ? (See Below)
 EH1931
 EH1931.The horizontal coordinates were scaled from a topographic map and have
 EH1931.an estimated accuracy of +/- 6 seconds.
 EH1931
 EH1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1931.The vertical order pertains to the NGVD 29 superseded value.
 EH1931
 EH1931.The geoid height was determined by GEOID03.
 EH1931
 EH1931;                    North         East    Units  Estimated Accuracy
 EH1931;SPC AR S     -   656,340.      439,880.      MT  (+/- 180 meters Scaled)
 EH1931
 EH1931                          SUPERSEDED SURVEY CONTROL
 EH1931
 EH1931  NGVD 29 (??/??/??)   64.542  (m)          211.75   (f) ADJUSTED    ?  
 EH1931
 EH1931.Superseded values are not recommended for survey control.
 EH1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1931.See file dsdata.txt to determine how the superseded data were derived.
 EH1931
 EH1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311714(NAD 83)
 EH1931_MARKER: DD = SURVEY DISK
 EH1931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1931_SP_SET: CULVERT
 EH1931_STAMPING: J-13-116
 EH1931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1931
 EH1931  HISTORY     - Date     Condition        Report By
 EH1931  HISTORY     - UNK      MONUMENTED       DOD
 EH1931  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1931
 EH1931                          STATION DESCRIPTION
 EH1931
 EH1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1931'3.1 MI W FROM DES ARC.
 EH1931'3.1 MILES WEST ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF STATE
 EH1931'HIGHWAY 38 AT DES ARC, 111 FEET WEST OF THE SOUTH END OF THE WEST
 EH1931'HEADWALL OF A CULVERT UNDER THE HIGHWAY, AT THE JUNCTION OF THE
 EH1931'HICKORY PLAINS ROAD, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 36
 EH1931'FEET WEST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, AND 1 FOOT SOUTH
 EH1931'OF THE EDGE OF A CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2002 ***********************************************************************
 EH2002  DESIGNATION -  J 13 78
 EH2002  PID         -  EH2002
 EH2002  STATE/COUNTY-  AR/PRAIRIE
 EH2002  USGS QUAD   -  HAZEN (1994)
 EH2002
 EH2002                         *CURRENT SURVEY CONTROL
 EH2002  ___________________________________________________________________
 EH2002* NAD 83(1986)-  34 50 49.     (N)    091 33 56.     (W)     SCALED    
 EH2002* NAVD 88     -        65.131  (meters)     213.68   (feet)  ADJUSTED  
 EH2002  ___________________________________________________________________
 EH2002  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH2002  DYNAMIC HT  -          65.070 (meters)     213.48  (feet)  COMP
 EH2002  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 EH2002
 EH2002  VERT ORDER  -  FIRST     CLASS II
 EH2002
 EH2002.The horizontal coordinates were scaled from a topographic map and have
 EH2002.an estimated accuracy of +/- 6 seconds.
 EH2002
 EH2002.The orthometric height was determined by differential leveling
 EH2002.and adjusted by the National Geodetic Survey in June 1991..
 EH2002
 EH2002.The geoid height was determined by GEOID03.
 EH2002
 EH2002.The dynamic height is computed by dividing the NAVD 88
 EH2002.geopotential number by the normal gravity value computed on the
 EH2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2002.degrees latitude (g = 980.6199 gals.).
 EH2002
 EH2002.The modeled gravity was interpolated from observed gravity values.
 EH2002
 EH2002;                    North         East    Units  Estimated Accuracy
 EH2002;SPC AR S     -   641,910.      439,730.      MT  (+/- 180 meters Scaled)
 EH2002
 EH2002                          SUPERSEDED SURVEY CONTROL
 EH2002
 EH2002  NGVD 29 (??/??/??)   65.135  (m)          213.70   (f) ADJUSTED    1 2
 EH2002
 EH2002.Superseded values are not recommended for survey control.
 EH2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2002.See file dsdata.txt to determine how the superseded data were derived.
 EH2002
 EH2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311570(NAD 83)
 EH2002_MARKER: DD = SURVEY DISK
 EH2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2002_STAMPING: J-13-78
 EH2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2002+STABILITY: SURFACE MOTION
 EH2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2002+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2002
 EH2002  HISTORY     - Date     Condition        Report By
 EH2002  HISTORY     - UNK      MONUMENTED       DOD
 EH2002  HISTORY     - 1954     GOOD             CGS
 EH2002  HISTORY     - 20030610 GOOD             USACE
 EH2002
 EH2002                          STATION DESCRIPTION
 EH2002
 EH2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2002'5.35 MI N FROM HAZEN.
 EH2002'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2002'THE STATION AT HAZEN, THENCE 4.65 MILES NORTH ALONG STATE HIGHWAY 11,
 EH2002'250 FEET NORTH OF THE NORTHWEST CORNER OF THE GREEN GROVE CHURCH, 46
 EH2002'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF THE
 EH2002'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 5.6 FEET SOUTHWEST OF A
 EH2002'FENCE CORNER, 4 FEET NORTHWEST OF A POWER POLE, 2 FEET NORTH OF A
 EH2002'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.3 FOOT
 EH2002'BELOW THE TOP OF THE GROUND.
 EH2002
 EH2002                          STATION RECOVERY (2003)
 EH2002
 EH2002'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1917 ***********************************************************************
 EH1917  DESIGNATION -  J 13 92
 EH1917  PID         -  EH1917
 EH1917  STATE/COUNTY-  AR/PRAIRIE
 EH1917  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1917
 EH1917                         *CURRENT SURVEY CONTROL
 EH1917  ___________________________________________________________________
 EH1917* NAD 83(1986)-  34 59 51.     (N)    091 38 15.     (W)     SCALED    
 EH1917* NAVD 88     -        61.95   (+/-2cm)     203.2    (feet)  VERTCON   
 EH1917  ___________________________________________________________________
 EH1917  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1917
 EH1917  VERT ORDER  -  ? (See Below)
 EH1917
 EH1917.The horizontal coordinates were scaled from a topographic map and have
 EH1917.an estimated accuracy of +/- 6 seconds.
 EH1917
 EH1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1917.The vertical order pertains to the NGVD 29 superseded value.
 EH1917
 EH1917.The geoid height was determined by GEOID03.
 EH1917
 EH1917;                    North         East    Units  Estimated Accuracy
 EH1917;SPC AR S     -   658,590.      433,100.      MT  (+/- 180 meters Scaled)
 EH1917
 EH1917                          SUPERSEDED SURVEY CONTROL
 EH1917
 EH1917  NGVD 29 (??/??/??)   61.945  (m)          203.23   (f) ADJUSTED    ?  
 EH1917
 EH1917.Superseded values are not recommended for survey control.
 EH1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1917.See file dsdata.txt to determine how the superseded data were derived.
 EH1917
 EH1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU243736(NAD 83)
 EH1917_MARKER: DD = SURVEY DISK
 EH1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1917_STAMPING: J-13-92
 EH1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1917+STABILITY: SURFACE MOTION
 EH1917
 EH1917  HISTORY     - Date     Condition        Report By
 EH1917  HISTORY     - UNK      MONUMENTED       DOD
 EH1917  HISTORY     - 1937     GOOD             CGS
 EH1917  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH1917
 EH1917                          STATION DESCRIPTION
 EH1917
 EH1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 EH1917'4.7 MI E FROM HICKORY PLAINS.
 EH1917'4.7 MILES EAST ALONG THE DES ARC ROAD FROM THE POST OFFICE AT HICKORY
 EH1917'PLAINS, 150 FEET WEST OF THE JUNCTION OF A ROAD LEADING SOUTH, AT THE
 EH1917'JUNCTION OF A ROAD LEADING NORTH, AT THE F. S. CARPENTER RESIDENCE,
 EH1917'144 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 28 FEET SOUTH
 EH1917'OF THE CENTERLINE OF THE DES ARC ROAD, 12 FEET NORTH OF A FENCE
 EH1917'CORNER, AND 1 FOOT SOUTH OF THE EDGE OF A BANK.  A CORPS OF ENGINEERS,
 EH1917'U.S. ARMY, STANDARD DISK, STAMPED J-13-92 AND SET IN THE TOP OF A
 EH1917'CONCRETE POST.
 EH1917
 EH1917                          STATION RECOVERY (1963)
 EH1917
 EH1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH1917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0149 ***********************************************************************
 GF0149  DESIGNATION -  J 130
 GF0149  PID         -  GF0149
 GF0149  STATE/COUNTY-  AR/NEWTON
 GF0149  USGS QUAD   -  WESTERN GROVE (1975)
 GF0149
 GF0149                         *CURRENT SURVEY CONTROL
 GF0149  ___________________________________________________________________
 GF0149* NAD 83(1986)-  36 05 37.     (N)    092 57 14.     (W)     SCALED    
 GF0149* NAVD 88     -       350.852  (meters)    1151.09   (feet)  ADJUSTED  
 GF0149  ___________________________________________________________________
 GF0149  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GF0149  DYNAMIC HT  -         350.534 (meters)    1150.04  (feet)  COMP
 GF0149  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 GF0149
 GF0149  VERT ORDER  -  SECOND    CLASS 0
 GF0149
 GF0149.The horizontal coordinates were scaled from a topographic map and have
 GF0149.an estimated accuracy of +/- 6 seconds.
 GF0149
 GF0149.The orthometric height was determined by differential leveling
 GF0149.and adjusted by the National Geodetic Survey in June 1991..
 GF0149
 GF0149.The geoid height was determined by GEOID03.
 GF0149
 GF0149.The dynamic height is computed by dividing the NAVD 88
 GF0149.geopotential number by the normal gravity value computed on the
 GF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0149.degrees latitude (g = 980.6199 gals.).
 GF0149
 GF0149.The modeled gravity was interpolated from observed gravity values.
 GF0149
 GF0149;                    North         East    Units  Estimated Accuracy
 GF0149;SPC AR N     -   195,710.      314,100.      MT  (+/- 180 meters Scaled)
 GF0149
 GF0149                          SUPERSEDED SURVEY CONTROL
 GF0149
 GF0149  NGVD 29 (??/??/92)  350.730  (m)         1150.69   (f) ADJ UNCH    2 0
 GF0149
 GF0149.Superseded values are not recommended for survey control.
 GF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0149.See file dsdata.txt to determine how the superseded data were derived.
 GF0149
 GF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV041943(NAD 83)
 GF0149_MARKER: DB = BENCH MARK DISK
 GF0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0149_SP_SET: CULVERT
 GF0149_STAMPING: J 130 1935
 GF0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0149
 GF0149  HISTORY     - Date     Condition        Report By
 GF0149  HISTORY     - 1935     MONUMENTED       CGS
 GF0149
 GF0149                          STATION DESCRIPTION
 GF0149
 GF0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0149'0.5 MI S FROM WESTERN GROVE.
 GF0149'0.5 MILE SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 GF0149'WESTERN GROVE, NEWTON COUNTY, AT THE JUNCTION OF STATE HIGHWAY
 GF0149'103, 31 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 658 24
 GF0149'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 103, 21 FEET SOUTH
 GF0149'OF A POLE, 7 1/2 FEET SOUTH OF A FENCE CORNER, AND IN THE WEST
 GF0149'HEADWALL OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED J
 GF0149'130 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1450 ***********************************************************************
 EJ1450  DESIGNATION -  J 131
 EJ1450  PID         -  EJ1450
 EJ1450  STATE/COUNTY-  AR/MONTGOMERY
 EJ1450  USGS QUAD   -  POLK CREEK MTN (1980)
 EJ1450
 EJ1450                         *CURRENT SURVEY CONTROL
 EJ1450  ___________________________________________________________________
 EJ1450* NAD 83(1986)-  34 26 56.     (N)    093 48 23.     (W)     SCALED    
 EJ1450* NAVD 88     -       281.563  (meters)     923.76   (feet)  ADJUSTED  
 EJ1450  ___________________________________________________________________
 EJ1450  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EJ1450  DYNAMIC HT  -         281.273 (meters)     922.81  (feet)  COMP
 EJ1450  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 EJ1450
 EJ1450  VERT ORDER  -  SECOND    CLASS 0
 EJ1450
 EJ1450.The horizontal coordinates were scaled from a topographic map and have
 EJ1450.an estimated accuracy of +/- 6 seconds.
 EJ1450
 EJ1450.The orthometric height was determined by differential leveling
 EJ1450.and adjusted by the National Geodetic Survey in June 1991..
 EJ1450
 EJ1450.The geoid height was determined by GEOID03.
 EJ1450
 EJ1450.The dynamic height is computed by dividing the NAVD 88
 EJ1450.geopotential number by the normal gravity value computed on the
 EJ1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1450.degrees latitude (g = 980.6199 gals.).
 EJ1450
 EJ1450.The modeled gravity was interpolated from observed gravity values.
 EJ1450
 EJ1450;                    North         East    Units  Estimated Accuracy
 EJ1450;SPC AR S     -   599,140.      234,020.      MT  (+/- 180 meters Scaled)
 EJ1450
 EJ1450                          SUPERSEDED SURVEY CONTROL
 EJ1450
 EJ1450  NGVD 29 (??/??/92)  281.506  (m)          923.57   (f) ADJ UNCH    2 0
 EJ1450
 EJ1450.Superseded values are not recommended for survey control.
 EJ1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1450.See file dsdata.txt to determine how the superseded data were derived.
 EJ1450
 EJ1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU259122(NAD 83)
 EJ1450_MARKER: DB = BENCH MARK DISK
 EJ1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1450_STAMPING: J 131 1935
 EJ1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1450+STABILITY: SURFACE MOTION
 EJ1450
 EJ1450  HISTORY     - Date     Condition        Report By
 EJ1450  HISTORY     - 1935     MONUMENTED       CGS
 EJ1450  HISTORY     - 1961     GOOD             NGS
 EJ1450  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1450
 EJ1450                          STATION DESCRIPTION
 EJ1450
 EJ1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1450'4.5 MI E FROM SLATINGTON.
 EJ1450'MARK RECOVERED ABOUT 54 FEET NORTH OF THE CENTERLINE OF ST HWY 8,
 EJ1450'ABOUT 54 FEET NORTHEAST OF A WIRE GATE ON NORTH SIDE OF HIGHWAY, ABOUT
 EJ1450'18 FEET NORTH OF THE RIGHT OF WAY FENCE, ABOUT 10 FEET WEST OF A
 EJ1450'NORTH-SOUTH FENCE AND ABOUT 3 1/2 FEET SOUTH OF A TREE.  THE MARK IS
 EJ1450'NEAR THE EAST END OF A FENCED PASTURE THAT IS NARROW AT THE EAST END.
 EJ1450
 EJ1450                          STATION RECOVERY (1978)
 EJ1450
 EJ1450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0210 ***********************************************************************
 EK0210  DESIGNATION -  J 132
 EK0210  PID         -  EK0210
 EK0210  STATE/COUNTY-  AR/POLK
 EK0210  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0210
 EK0210                         *CURRENT SURVEY CONTROL
 EK0210  ___________________________________________________________________
 EK0210* NAD 83(1986)-  34 22 17.     (N)    094 09 50.     (W)     SCALED    
 EK0210* NAVD 88     -       300.531  (meters)     985.99   (feet)  ADJUSTED  
 EK0210  ___________________________________________________________________
 EK0210  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EK0210  DYNAMIC HT  -         300.218 (meters)     984.97  (feet)  COMP
 EK0210  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 EK0210
 EK0210  VERT ORDER  -  SECOND    CLASS 0
 EK0210
 EK0210.The horizontal coordinates were scaled from a topographic map and have
 EK0210.an estimated accuracy of +/- 6 seconds.
 EK0210
 EK0210.The orthometric height was determined by differential leveling
 EK0210.and adjusted by the National Geodetic Survey in June 1991..
 EK0210
 EK0210.The geoid height was determined by GEOID03.
 EK0210
 EK0210.The dynamic height is computed by dividing the NAVD 88
 EK0210.geopotential number by the normal gravity value computed on the
 EK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0210.degrees latitude (g = 980.6199 gals.).
 EK0210
 EK0210.The modeled gravity was interpolated from observed gravity values.
 EK0210
 EK0210;                    North         East    Units  Estimated Accuracy
 EK0210;SPC AR S     -   591,180.      200,990.      MT  (+/- 180 meters Scaled)
 EK0210
 EK0210                          SUPERSEDED SURVEY CONTROL
 EK0210
 EK0210  NGVD 29 (??/??/92)  300.472  (m)          985.80   (f) ADJ UNCH    2 0
 EK0210
 EK0210.Superseded values are not recommended for survey control.
 EK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0210.See file dsdata.txt to determine how the superseded data were derived.
 EK0210
 EK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU929039(NAD 83)
 EK0210_MARKER: DB = BENCH MARK DISK
 EK0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0210_STAMPING: J-132 1935
 EK0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0210+STABILITY: SURFACE MOTION
 EK0210
 EK0210  HISTORY     - Date     Condition        Report By
 EK0210  HISTORY     - 1935     MONUMENTED       CGS
 EK0210  HISTORY     - 1967     GOOD             USGS
 EK0210
 EK0210                          STATION DESCRIPTION
 EK0210
 EK0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0210'0.8 MI E FROM HARTLEY.
 EK0210'0.8 MILE EAST OF, ALONG VANDERVOORT-ATHENS ROAD, FROM J.M.
 EK0210'WATKINS FARM HOUSE.  AT JUNCTION OF THE COSSATOT ROAD, ABOUT
 EK0210'130 FEET WEST OF CENTER OF GATE TO ARNOLD FALKNERS FARMHOUSE,
 EK0210'80.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE ON THE
 EK0210'COSSATOT ROAD, 51.5 FEET SOUTHEAST OF INTERSECTION OF CENTERLINES
 EK0210'OF THE ROADS, 24 FEET SOUTH OF CENTERLINE OF VANDERVOORT-ATHENS
 EK0210'ROAD, 1 FT. NORTH OF PROPERTY-LINE FENCE.  TABLET SET IN
 EK0210'TOP OF PRECAST CONCRETE POST.
 EK0210
 EK0210                          STATION RECOVERY (1967)
 EK0210
 EK0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EK0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0083 ***********************************************************************
 EK0083  DESIGNATION -  J 133
 EK0083  PID         -  EK0083
 EK0083  STATE/COUNTY-  AR/POLK
 EK0083  USGS QUAD   -  BOARD CAMP (1975)
 EK0083
 EK0083                         *CURRENT SURVEY CONTROL
 EK0083  ___________________________________________________________________
 EK0083* NAD 83(1986)-  34 32 21.     (N)    094 00 06.     (W)     SCALED    
 EK0083* NAVD 88     -       277.634  (meters)     910.87   (feet)  ADJUSTED  
 EK0083  ___________________________________________________________________
 EK0083  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 EK0083  DYNAMIC HT  -         277.343 (meters)     909.92  (feet)  COMP
 EK0083  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 EK0083
 EK0083  VERT ORDER  -  SECOND    CLASS 0
 EK0083
 EK0083.The horizontal coordinates were scaled from a topographic map and have
 EK0083.an estimated accuracy of +/- 6 seconds.
 EK0083
 EK0083.The orthometric height was determined by differential leveling
 EK0083.and adjusted by the National Geodetic Survey in June 1991..
 EK0083
 EK0083.The geoid height was determined by GEOID03.
 EK0083
 EK0083.The dynamic height is computed by dividing the NAVD 88
 EK0083.geopotential number by the normal gravity value computed on the
 EK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0083.degrees latitude (g = 980.6199 gals.).
 EK0083
 EK0083.The modeled gravity was interpolated from observed gravity values.
 EK0083
 EK0083;                    North         East    Units  Estimated Accuracy
 EK0083;SPC AR S     -   609,480.      216,270.      MT  (+/- 180 meters Scaled)
 EK0083
 EK0083                          SUPERSEDED SURVEY CONTROL
 EK0083
 EK0083  NGVD 29 (??/??/92)  277.561  (m)          910.63   (f) ADJ UNCH    2 0
 EK0083
 EK0083.Superseded values are not recommended for survey control.
 EK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0083.See file dsdata.txt to determine how the superseded data were derived.
 EK0083
 EK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU080223(NAD 83)
 EK0083_MARKER: DB = BENCH MARK DISK
 EK0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0083_STAMPING: J-133 1935
 EK0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0083+STABILITY: SURFACE MOTION
 EK0083
 EK0083  HISTORY     - Date     Condition        Report By
 EK0083  HISTORY     - 1935     MONUMENTED       CGS
 EK0083  HISTORY     - 1961     GOOD             NGS
 EK0083  HISTORY     - 1982     MARK NOT FOUND   USGS
 EK0083
 EK0083                          STATION DESCRIPTION
 EK0083
 EK0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0083'0.6 MI W FROM OPAL.
 EK0083'0.6 MILE WEST OF, ALONG OPAL ROAD, FROM POST OFFICE.  47 FEET EAST
 EK0083'OF CENTER OF GATE TO DREW STANDRIDGES FARMHOUSE, 31.5 FEET NORTH
 EK0083'OF THE ROAD CENTERLINE, 1 FT. SOUTH OF A GARDEN FENCE, TABLET SET
 EK0083'IN TOP OF A PRECAST CONCRETE POST.
 EK0083
 EK0083                          STATION RECOVERY (1961)
 EK0083
 EK0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0083'RECOVERED IN GOOD CONDITION.
 EK0083
 EK0083                          STATION RECOVERY (1982)
 EK0083
 EK0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EK0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0063 ***********************************************************************
 EK0063  DESIGNATION -  J 134
 EK0063  PID         -  EK0063
 EK0063  STATE/COUNTY-  AR/POLK
 EK0063  USGS QUAD   -  BOARD CAMP (1975)
 EK0063
 EK0063                         *CURRENT SURVEY CONTROL
 EK0063  ___________________________________________________________________
 EK0063* NAD 83(1986)-  34 35 17.     (N)    094 07 19.     (W)     SCALED    
 EK0063* NAVD 88     -       314.803  (meters)    1032.82   (feet)  ADJUSTED  
 EK0063  ___________________________________________________________________
 EK0063  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 EK0063  DYNAMIC HT  -         314.468 (meters)    1031.72  (feet)  COMP
 EK0063  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 EK0063
 EK0063  VERT ORDER  -  SECOND    CLASS 0
 EK0063
 EK0063.The horizontal coordinates were scaled from a topographic map and have
 EK0063.an estimated accuracy of +/- 6 seconds.
 EK0063
 EK0063.The orthometric height was determined by differential leveling
 EK0063.and adjusted by the National Geodetic Survey in June 1991..
 EK0063
 EK0063.The geoid height was determined by GEOID03.
 EK0063
 EK0063.The dynamic height is computed by dividing the NAVD 88
 EK0063.geopotential number by the normal gravity value computed on the
 EK0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0063.degrees latitude (g = 980.6199 gals.).
 EK0063
 EK0063.The modeled gravity was interpolated from observed gravity values.
 EK0063
 EK0063;                    North         East    Units  Estimated Accuracy
 EK0063;SPC AR S     -   615,130.      205,350.      MT  (+/- 180 meters Scaled)
 EK0063
 EK0063                          SUPERSEDED SURVEY CONTROL
 EK0063
 EK0063  NGVD 29 (??/??/92)  314.714  (m)         1032.52   (f) ADJ UNCH    2 0
 EK0063
 EK0063.Superseded values are not recommended for survey control.
 EK0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0063.See file dsdata.txt to determine how the superseded data were derived.
 EK0063
 EK0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU971279(NAD 83)
 EK0063_MARKER: DB = BENCH MARK DISK
 EK0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0063_STAMPING: J 134 1935
 EK0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0063+STABILITY: SURFACE MOTION
 EK0063
 EK0063  HISTORY     - Date     Condition        Report By
 EK0063  HISTORY     - 1935     MONUMENTED       CGS
 EK0063  HISTORY     - 1961     GOOD             NGS
 EK0063
 EK0063                          STATION DESCRIPTION
 EK0063
 EK0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0063'IN INK.
 EK0063'ABOUT 6.3 MILES EAST OF THE MENA RAILROAD STATION, ALONG ST.
 EK0063'HIGHWAY 88, 36.5 FEET NORTH OF THE HIGHWAY CENTERLINE, 25 FEET
 EK0063'EAST OF THE SOUTH GATE TO THE INK CEMETERY, 16 FEET WEST OF A
 EK0063'BLAZED OAK TREE 2.1 FT. IN DIAMETER, 1 FT. SOUTH OF CEMETERY
 EK0063'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0063
 EK0063                          STATION RECOVERY (1961)
 EK0063
 EK0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0057 ***********************************************************************
 EK0057  DESIGNATION -  J 135
 EK0057  PID         -  EK0057
 EK0057  STATE/COUNTY-  AR/POLK
 EK0057  USGS QUAD   -  Y CITY (1975)
 EK0057
 EK0057                         *CURRENT SURVEY CONTROL
 EK0057  ___________________________________________________________________
 EK0057* NAD 83(1986)-  34 39 21.     (N)    094 05 33.     (W)     SCALED    
 EK0057* NAVD 88     -       348.218  (meters)    1142.45   (feet)  ADJUSTED  
 EK0057  ___________________________________________________________________
 EK0057  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 EK0057  DYNAMIC HT  -         347.845 (meters)    1141.22  (feet)  COMP
 EK0057  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 EK0057
 EK0057  VERT ORDER  -  SECOND    CLASS 0
 EK0057
 EK0057.The horizontal coordinates were scaled from a topographic map and have
 EK0057.an estimated accuracy of +/- 6 seconds.
 EK0057
 EK0057.The orthometric height was determined by differential leveling
 EK0057.and adjusted by the National Geodetic Survey in June 1991..
 EK0057
 EK0057.The geoid height was determined by GEOID03.
 EK0057
 EK0057.The dynamic height is computed by dividing the NAVD 88
 EK0057.geopotential number by the normal gravity value computed on the
 EK0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0057.degrees latitude (g = 980.6199 gals.).
 EK0057
 EK0057.The modeled gravity was interpolated from observed gravity values.
 EK0057
 EK0057;                    North         East    Units  Estimated Accuracy
 EK0057;SPC AR S     -   622,590.      208,200.      MT  (+/- 180 meters Scaled)
 EK0057
 EK0057                          SUPERSEDED SURVEY CONTROL
 EK0057
 EK0057  NGVD 29 (??/??/92)  348.126  (m)         1142.14   (f) ADJ UNCH    2 0
 EK0057
 EK0057.Superseded values are not recommended for survey control.
 EK0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0057.See file dsdata.txt to determine how the superseded data were derived.
 EK0057
 EK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU998354(NAD 83)
 EK0057_MARKER: DB = BENCH MARK DISK
 EK0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0057_STAMPING: J 135 1935
 EK0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0057+STABILITY: SURFACE MOTION
 EK0057
 EK0057  HISTORY     - Date     Condition        Report By
 EK0057  HISTORY     - 1935     MONUMENTED       CGS
 EK0057  HISTORY     - 1961     GOOD             NGS
 EK0057
 EK0057                          STATION DESCRIPTION
 EK0057
 EK0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0057'2.2 MI W FROM EUREKA.
 EK0057'ABOUT .4 MILE WEST OF JUNCTION OF THE OLD ROAD, ABOUT .1 MILE
 EK0057'NORTH OF AN ABANDONED FARMHOUSE, 43 FEET WEST OF A CULVERT AT
 EK0057'A CURVE IN THE ROAD, 24 FEET SOUTH OF THE ROAD CENTERLINE,
 EK0057'8.5 FT. SOUTHWEST OF AN OAK TREE 1.2 FT. IN DIAMETER.  TABLET
 EK0057'SET IN PRECAST CONCRETE POST.  NOTE-- .1 MILE NW OF A STEEL
 EK0057'AND CONCRETE BRIDGE AND ONE MILE EAST OF A DRIVEWAY AND 12 FT
 EK0057'NORTH OF A LARGE.
 EK0057
 EK0057                          STATION RECOVERY (1961)
 EK0057
 EK0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1165 ***********************************************************************
 EJ1165  DESIGNATION -  J 136
 EJ1165  PID         -  EJ1165
 EJ1165  STATE/COUNTY-  AR/CLARK
 EJ1165  USGS QUAD   -  AMITY (1966)
 EJ1165
 EJ1165                         *CURRENT SURVEY CONTROL
 EJ1165  ___________________________________________________________________
 EJ1165* NAD 83(1986)-  34 15 26.     (N)    093 26 41.     (W)     SCALED    
 EJ1165* NAVD 88     -       175.232  (meters)     574.91   (feet)  ADJUSTED  
 EJ1165  ___________________________________________________________________
 EJ1165  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EJ1165  DYNAMIC HT  -         175.056 (meters)     574.33  (feet)  COMP
 EJ1165  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 EJ1165
 EJ1165  VERT ORDER  -  SECOND    CLASS 0
 EJ1165
 EJ1165.The horizontal coordinates were scaled from a topographic map and have
 EJ1165.an estimated accuracy of +/- 6 seconds.
 EJ1165
 EJ1165.The orthometric height was determined by differential leveling
 EJ1165.and adjusted by the National Geodetic Survey in June 1991..
 EJ1165
 EJ1165.The geoid height was determined by GEOID03.
 EJ1165
 EJ1165.The dynamic height is computed by dividing the NAVD 88
 EJ1165.geopotential number by the normal gravity value computed on the
 EJ1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1165.degrees latitude (g = 980.6199 gals.).
 EJ1165
 EJ1165.The modeled gravity was interpolated from observed gravity values.
 EJ1165
 EJ1165;                    North         East    Units  Estimated Accuracy
 EJ1165;SPC AR S     -   577,350.      266,950.      MT  (+/- 180 meters Scaled)
 EJ1165
 EJ1165                          SUPERSEDED SURVEY CONTROL
 EJ1165
 EJ1165  NGVD 29 (??/??/92)  175.221  (m)          574.87   (f) ADJ UNCH    2 0
 EJ1165
 EJ1165.Superseded values are not recommended for survey control.
 EJ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1165.See file dsdata.txt to determine how the superseded data were derived.
 EJ1165
 EJ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT590907(NAD 83)
 EJ1165_MARKER: DB = BENCH MARK DISK
 EJ1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1165_STAMPING: J 136 1935
 EJ1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1165+STABILITY: SURFACE MOTION
 EJ1165
 EJ1165  HISTORY     - Date     Condition        Report By
 EJ1165  HISTORY     - 1935     MONUMENTED       CGS
 EJ1165  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1165
 EJ1165                          STATION DESCRIPTION
 EJ1165
 EJ1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1165'2.4 MI SE FROM AMITY.
 EJ1165'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE MISSOURI PACIFIC
 EJ1165'RAILROAD STATION AT AMITY, 0.2 MILE NORTHWEST OF A CREEK BED, 136 FEET
 EJ1165'SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST TO THE J. W.
 EJ1165'GARNER FARM, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 79
 EJ1165'FEET SOUTHEAST OF A FENCE CORNER, AND 1.5 FEET NORTHEAST OF A FENCE. A
 EJ1165'STANDARD DISK, STAMPED J 136 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1165'POST.
 EJ1165
 EJ1165                          STATION RECOVERY (1964)
 EJ1165
 EJ1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1204 ***********************************************************************
 EJ1204  DESIGNATION -  J 138
 EJ1204  PID         -  EJ1204
 EJ1204  STATE/COUNTY-  AR/CLARK
 EJ1204  USGS QUAD   -  DE GRAY (1976)
 EJ1204
 EJ1204                         *CURRENT SURVEY CONTROL
 EJ1204  ___________________________________________________________________
 EJ1204* NAD 83(1986)-  34 12 08.     (N)    093 14 07.     (W)     SCALED    
 EJ1204* NAVD 88     -       208.998  (meters)     685.69   (feet)  ADJUSTED  
 EJ1204  ___________________________________________________________________
 EJ1204  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ1204  DYNAMIC HT  -         208.786 (meters)     684.99  (feet)  COMP
 EJ1204  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 EJ1204
 EJ1204  VERT ORDER  -  SECOND    CLASS 0
 EJ1204
 EJ1204.The horizontal coordinates were scaled from a topographic map and have
 EJ1204.an estimated accuracy of +/- 6 seconds.
 EJ1204
 EJ1204.The orthometric height was determined by differential leveling
 EJ1204.and adjusted by the National Geodetic Survey in June 1991..
 EJ1204
 EJ1204.The geoid height was determined by GEOID03.
 EJ1204
 EJ1204.The dynamic height is computed by dividing the NAVD 88
 EJ1204.geopotential number by the normal gravity value computed on the
 EJ1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1204.degrees latitude (g = 980.6199 gals.).
 EJ1204
 EJ1204.The modeled gravity was interpolated from observed gravity values.
 EJ1204
 EJ1204;                    North         East    Units  Estimated Accuracy
 EJ1204;SPC AR S     -   571,000.      286,160.      MT  (+/- 180 meters Scaled)
 EJ1204
 EJ1204                          SUPERSEDED SURVEY CONTROL
 EJ1204
 EJ1204  NGVD 29 (??/??/92)  208.995  (m)          685.68   (f) ADJ UNCH    2 0
 EJ1204
 EJ1204.Superseded values are not recommended for survey control.
 EJ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1204.See file dsdata.txt to determine how the superseded data were derived.
 EJ1204
 EJ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT783846(NAD 83)
 EJ1204_MARKER: DB = BENCH MARK DISK
 EJ1204_SETTING: 0 = UNSPECIFIED SETTING
 EJ1204_STAMPING: J 138 1935
 EJ1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1204
 EJ1204  HISTORY     - Date     Condition        Report By
 EJ1204  HISTORY     - 1935     MONUMENTED       CGS
 EJ1204
 EJ1204                          STATION DESCRIPTION
 EJ1204
 EJ1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1204'IN GRAVEL PIT TOWER 3.
 EJ1204'AT GRAVEL PIT TOWER 3, CLARK COUNTY, 1.3 MILES NORTH OF THE JUNCTION
 EJ1204'OF GRAVEL PIT ROAD AND STATE HIGHWAY 8, 54 FEET NORTH OF THE
 EJ1204'CENTERLINE OF THE ROAD, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 EJ1204'SOUTHWEST FOOTING OF THE TOWER, AND 1.5 FEET HIGHER THAN THE GROUND. A
 EJ1204'STANDARD DISK, STAMPED J 138 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0731 ***********************************************************************
 EJ0731  DESIGNATION -  J 139
 EJ0731  PID         -  EJ0731
 EJ0731  STATE/COUNTY-  AR/HOT SPRING
 EJ0731  USGS QUAD   -  MALVERN NORTH (1978)
 EJ0731
 EJ0731                         *CURRENT SURVEY CONTROL
 EJ0731  ___________________________________________________________________
 EJ0731* NAD 83(1986)-  34 23 08.     (N)    092 50 17.     (W)     SCALED    
 EJ0731* NAVD 88     -        78.715  (meters)     258.25   (feet)  ADJUSTED  
 EJ0731  ___________________________________________________________________
 EJ0731  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EJ0731  DYNAMIC HT  -          78.640 (meters)     258.00  (feet)  COMP
 EJ0731  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 EJ0731
 EJ0731  VERT ORDER  -  SECOND    CLASS 0
 EJ0731
 EJ0731.The horizontal coordinates were scaled from a topographic map and have
 EJ0731.an estimated accuracy of +/- 6 seconds.
 EJ0731
 EJ0731.The orthometric height was determined by differential leveling
 EJ0731.and adjusted by the National Geodetic Survey in June 1991..
 EJ0731
 EJ0731.The geoid height was determined by GEOID03.
 EJ0731
 EJ0731.The dynamic height is computed by dividing the NAVD 88
 EJ0731.geopotential number by the normal gravity value computed on the
 EJ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0731.degrees latitude (g = 980.6199 gals.).
 EJ0731
 EJ0731.The modeled gravity was interpolated from observed gravity values.
 EJ0731
 EJ0731;                    North         East    Units  Estimated Accuracy
 EJ0731;SPC AR S     -   590,960.      322,930.      MT  (+/- 180 meters Scaled)
 EJ0731
 EJ0731                          SUPERSEDED SURVEY CONTROL
 EJ0731
 EJ0731  NGVD 29 (??/??/92)   78.72   (m)          258.3    (f) COMPUTED    2 0
 EJ0731
 EJ0731.Superseded values are not recommended for survey control.
 EJ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0731.See file dsdata.txt to determine how the superseded data were derived.
 EJ0731
 EJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU148049(NAD 83)
 EJ0731_MARKER: DB = BENCH MARK DISK
 EJ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0731_STAMPING: J 139 1935
 EJ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0731+STABILITY: SURFACE MOTION
 EJ0731
 EJ0731  HISTORY     - Date     Condition        Report By
 EJ0731  HISTORY     - 1935     MONUMENTED       CGS
 EJ0731  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0731
 EJ0731                          STATION DESCRIPTION
 EJ0731
 EJ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0731'1.9 MI NW FROM MALVERN.
 EJ0731'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 270 FROM THE MISSOURI PACIFIC
 EJ0731'RAILROAD STATION AT MALVERN, THENCE 0.5 MILE WEST ALONG STATE HIGHWAY
 EJ0731'84, 68 FEET NORTHEAST OF THE EAST END OF A BRIDGE OVER THE OUACHITA
 EJ0731'RIVER, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 14 FEET SOUTH
 EJ0731'OF POLE 145, AND 13.5 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 EJ0731'J 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0731
 EJ0731                          STATION RECOVERY (1975)
 EJ0731
 EJ0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2375 ***********************************************************************
 EH2375  DESIGNATION -  J 14
 EH2375  PID         -  EH2375
 EH2375  STATE/COUNTY-  AR/PRAIRIE
 EH2375  USGS QUAD   -  SLOVAK (1994)
 EH2375
 EH2375                         *CURRENT SURVEY CONTROL
 EH2375  ___________________________________________________________________
 EH2375* NAD 83(1986)-  34 42 35.     (N)    091 35 04.     (W)     SCALED    
 EH2375* NAVD 88     -        64.777  (meters)     212.52   (feet)  ADJUSTED  
 EH2375  ___________________________________________________________________
 EH2375  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2375  DYNAMIC HT  -          64.716 (meters)     212.32  (feet)  COMP
 EH2375  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 EH2375
 EH2375  VERT ORDER  -  FIRST     CLASS II
 EH2375
 EH2375.The horizontal coordinates were scaled from a topographic map and have
 EH2375.an estimated accuracy of +/- 6 seconds.
 EH2375
 EH2375.The orthometric height was determined by differential leveling
 EH2375.and adjusted by the National Geodetic Survey in June 1991..
 EH2375.WARNING-Repeat measurements at this control monument indicate possible
 EH2375.vertical movement.
 EH2375
 EH2375.The geoid height was determined by GEOID03.
 EH2375
 EH2375.The dynamic height is computed by dividing the NAVD 88
 EH2375.geopotential number by the normal gravity value computed on the
 EH2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2375.degrees latitude (g = 980.6199 gals.).
 EH2375
 EH2375.The modeled gravity was interpolated from observed gravity values.
 EH2375
 EH2375;                    North         East    Units  Estimated Accuracy
 EH2375;SPC AR S     -   626,680.      438,070.      MT  (+/- 180 meters Scaled)
 EH2375
 EH2375                          SUPERSEDED SURVEY CONTROL
 EH2375
 EH2375  NGVD 29 (??/??/??)   64.796  (m)          212.58   (f) ADJUSTED    1 2
 EH2375
 EH2375.Superseded values are not recommended for survey control.
 EH2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2375.See file dsdata.txt to determine how the superseded data were derived.
 EH2375
 EH2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU296417(NAD 83)
 EH2375_MARKER: DB = BENCH MARK DISK
 EH2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2375_STAMPING: J 14 1932 212.582
 EH2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2375+STABILITY: SURFACE MOTION
 EH2375
 EH2375  HISTORY     - Date     Condition        Report By
 EH2375  HISTORY     - 1932     MONUMENTED       CGS
 EH2375  HISTORY     - 1954     GOOD             CGS
 EH2375  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2375
 EH2375                          STATION DESCRIPTION
 EH2375
 EH2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2375'5.4 MI S FROM HAZEN.
 EH2375'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK ISLAND AND
 EH2375'PACIFIC RAILROAD STATION AT HAZEN, THENCE 4.3 MILES SOUTH ALONG A
 EH2375'GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A PRIVATE ROAD, THENCE 0.4
 EH2375'MILE EAST ALONG A PRIVATE ROAD, 0.1 MILE NORTHEAST OF AN ABANDONED
 EH2375'FARMHOUSE, 207 FEET NORTH OF THE CENTER OF A JUNCTION WITH A NORTH AND
 EH2375'SOUTH ROAD WHICH RUNS ALONG AN OLD RAILROAD FILL, 43 FEET EAST OF THE
 EH2375'CENTER LINE OF THE NORTH AND SOUTH ROAD, 1 FOOT SOUTH OF A WITNESS
 EH2375'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EH2375'GROUND.
 EH2375
 EH2375                          STATION RECOVERY (2003)
 EH2375
 EH2375'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0103 ***********************************************************************
 FH0103  DESIGNATION -  J 141
 FH0103  PID         -  FH0103
 FH0103  STATE/COUNTY-  AR/FRANKLIN
 FH0103  USGS QUAD   -  FERN (1983)
 FH0103
 FH0103                         *CURRENT SURVEY CONTROL
 FH0103  ___________________________________________________________________
 FH0103* NAD 83(1986)-  35 37 45.     (N)    094 04 07.     (W)     SCALED    
 FH0103* NAVD 88     -       425.142  (meters)    1394.82   (feet)  ADJUSTED  
 FH0103  ___________________________________________________________________
 FH0103  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FH0103  DYNAMIC HT  -         424.740 (meters)    1393.50  (feet)  COMP
 FH0103  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 FH0103
 FH0103  VERT ORDER  -  SECOND    CLASS 0
 FH0103
 FH0103.The horizontal coordinates were scaled from a topographic map and have
 FH0103.an estimated accuracy of +/- 6 seconds.
 FH0103
 FH0103.The orthometric height was determined by differential leveling
 FH0103.and adjusted by the National Geodetic Survey in June 1991..
 FH0103
 FH0103.The geoid height was determined by GEOID03.
 FH0103
 FH0103.The dynamic height is computed by dividing the NAVD 88
 FH0103.geopotential number by the normal gravity value computed on the
 FH0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0103.degrees latitude (g = 980.6199 gals.).
 FH0103
 FH0103.The modeled gravity was interpolated from observed gravity values.
 FH0103
 FH0103;                    North         East    Units  Estimated Accuracy
 FH0103;SPC AR N     -   145,730.      212,640.      MT  (+/- 180 meters Scaled)
 FH0103
 FH0103                          SUPERSEDED SURVEY CONTROL
 FH0103
 FH0103  NGVD 29 (??/??/92)  425.051  (m)         1394.52   (f) ADJ UNCH    2 0
 FH0103
 FH0103.Superseded values are not recommended for survey control.
 FH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0103.See file dsdata.txt to determine how the superseded data were derived.
 FH0103
 FH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV032433(NAD 83)
 FH0103_MARKER: DB = BENCH MARK DISK
 FH0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0103_STAMPING: J 141 1935
 FH0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0103+STABILITY: SURFACE MOTION
 FH0103
 FH0103  HISTORY     - Date     Condition        Report By
 FH0103  HISTORY     - 1935     MONUMENTED       CGS
 FH0103  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0103  HISTORY     - 1968     MARK NOT FOUND   USGS
 FH0103
 FH0103                          STATION DESCRIPTION
 FH0103
 FH0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0103'3.2 MI N FROM PINEY.
 FH0103'3.2 MILES NORTH ALONG THE PINEY-LOCKE ROAD FROM THE BAPTIST
 FH0103'CHURCH AT PINEY, FRANKLIN COUNTY, AT THE FOOT OF A HILL, 150 FEET
 FH0103'SOUTH OF THE SOUTH SIDE OF THE CHARLIE CUNNINGHAM FARM, 15 FEET
 FH0103'SOUTH OF THE CENTERLINE OF THE ROAD, 110 FEET SOUTHWEST OF A
 FH0103'FENCE, 12 FEET WEST OF A 14-INCH OAK TREE, AND 4 FEET NORTH OF A
 FH0103'6-INCH HICKORY TREE.  A STANDARD DISK, STAMPED J 141 1935 AND
 FH0103'SET IN THE TOP OF A CONCRETE POST.  NOTE-- HOUSE HAS BEEN
 FH0103'DESTROYED.  THE ROAD THAT LEAD PAST THE MARK HAS BEEN ABANDONED
 FH0103'AND HASNT BEEN IN USE FOR SEVERAL YEARS.  DUE TO LOCAL CONDITIONS
 FH0103'THE RECOVERY OF THIS MARK WOULD BE PRACTICALLY IMPOSSIBLE.
 FH0103
 FH0103                          STATION RECOVERY (1968)
 FH0103
 FH0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FH0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0111 ***********************************************************************
 FH0111  DESIGNATION -  J 142
 FH0111  PID         -  FH0111
 FH0111  STATE/COUNTY-  AR/CRAWFORD
 FH0111  USGS QUAD   -  FERN (1983)
 FH0111
 FH0111                         *CURRENT SURVEY CONTROL
 FH0111  ___________________________________________________________________
 FH0111* NAD 83(1986)-  35 42 03.     (N)    094 00 32.     (W)     SCALED    
 FH0111* NAVD 88     -       576.512  (meters)    1891.44   (feet)  ADJUSTED  
 FH0111  ___________________________________________________________________
 FH0111  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FH0111  DYNAMIC HT  -         575.957 (meters)    1889.62  (feet)  COMP
 FH0111  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 FH0111
 FH0111  VERT ORDER  -  SECOND    CLASS 0
 FH0111
 FH0111.The horizontal coordinates were scaled from a topographic map and have
 FH0111.an estimated accuracy of +/- 6 seconds.
 FH0111
 FH0111.The orthometric height was determined by differential leveling
 FH0111.and adjusted by the National Geodetic Survey in June 1991..
 FH0111
 FH0111.The geoid height was determined by GEOID03.
 FH0111
 FH0111.The dynamic height is computed by dividing the NAVD 88
 FH0111.geopotential number by the normal gravity value computed on the
 FH0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0111.degrees latitude (g = 980.6199 gals.).
 FH0111
 FH0111.The modeled gravity was interpolated from observed gravity values.
 FH0111
 FH0111;                    North         East    Units  Estimated Accuracy
 FH0111;SPC AR N     -   153,570.      218,210.      MT  (+/- 180 meters Scaled)
 FH0111
 FH0111                          SUPERSEDED SURVEY CONTROL
 FH0111
 FH0111  NGVD 29 (??/??/92)  576.403  (m)         1891.08   (f) ADJ UNCH    2 0
 FH0111
 FH0111.Superseded values are not recommended for survey control.
 FH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0111.See file dsdata.txt to determine how the superseded data were derived.
 FH0111
 FH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV087512(NAD 83)
 FH0111_MARKER: DB = BENCH MARK DISK
 FH0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0111_STAMPING: J 142 1935
 FH0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0111+STABILITY: SURFACE MOTION
 FH0111
 FH0111  HISTORY     - Date     Condition        Report By
 FH0111  HISTORY     - 1935     MONUMENTED       CGS
 FH0111  HISTORY     - 1959     GOOD             NGS
 FH0111
 FH0111                          STATION DESCRIPTION
 FH0111
 FH0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0111'7.9 MI NE FROM LOCKE.
 FH0111'4.6 MILES NORTHEAST ALONG THE LOCKE-BIDVEILLE ROAD FROM THE
 FH0111'SCHOOL AT LOCKE, CRAWFORD COUNTY, 3.3 MILES EAST ALONG THE
 FH0111'CASS-BIDVILLE ROAD, ON THE TOP OF A SMALL HICKORY-WOODED HILL,
 FH0111'AT A RIGHT ANGLE CURVE IN THE ROAD, 400 FEET NORTHEAST OF A
 FH0111'CONCRETE CULVERT, 64 FEET SOUTHWEST OF THE CENTER OF THE
 FH0111'CURVE, 35 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 7
 FH0111'FEET WEST OF A SMALL HICKORY TREE.  A STANDARD DISK, STAMPED
 FH0111'J 142 1935 AND SET IN THE TOP OF A CONCRETE POST.  IS ABOUT 14
 FH0111'FEET WEST OF A 4-PRONGED HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1374 ***********************************************************************
 FG1374  DESIGNATION -  J 143
 FG1374  PID         -  FG1374
 FG1374  STATE/COUNTY-  AR/MADISON
 FG1374  USGS QUAD   -  DELANEY (1973)
 FG1374
 FG1374                         *CURRENT SURVEY CONTROL
 FG1374  ___________________________________________________________________
 FG1374* NAD 83(1986)-  35 47 21.     (N)    093 56 32.     (W)     SCALED    
 FG1374* NAVD 88     -       732.349  (meters)    2402.72   (feet)  ADJUSTED  
 FG1374  ___________________________________________________________________
 FG1374  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG1374  DYNAMIC HT  -         731.627 (meters)    2400.35  (feet)  COMP
 FG1374  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 FG1374
 FG1374  VERT ORDER  -  SECOND    CLASS 0
 FG1374
 FG1374.The horizontal coordinates were scaled from a topographic map and have
 FG1374.an estimated accuracy of +/- 6 seconds.
 FG1374
 FG1374.The orthometric height was determined by differential leveling
 FG1374.and adjusted by the National Geodetic Survey in June 1991..
 FG1374
 FG1374.The geoid height was determined by GEOID03.
 FG1374
 FG1374.The dynamic height is computed by dividing the NAVD 88
 FG1374.geopotential number by the normal gravity value computed on the
 FG1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1374.degrees latitude (g = 980.6199 gals.).
 FG1374
 FG1374.The modeled gravity was interpolated from observed gravity values.
 FG1374
 FG1374;                    North         East    Units  Estimated Accuracy
 FG1374;SPC AR N     -   163,250.      224,440.      MT  (+/- 180 meters Scaled)
 FG1374
 FG1374                          SUPERSEDED SURVEY CONTROL
 FG1374
 FG1374  NGVD 29 (??/??/92)  732.192  (m)         2402.20   (f) ADJ UNCH    2 0
 FG1374
 FG1374.Superseded values are not recommended for survey control.
 FG1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1374.See file dsdata.txt to determine how the superseded data were derived.
 FG1374
 FG1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV148609(NAD 83)
 FG1374_MARKER: DB = BENCH MARK DISK
 FG1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1374_STAMPING: J 143 1935
 FG1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1374+STABILITY: SURFACE MOTION
 FG1374
 FG1374  HISTORY     - Date     Condition        Report By
 FG1374  HISTORY     - 1935     MONUMENTED       CGS
 FG1374  HISTORY     - 1960     GOOD             NGS
 FG1374
 FG1374                          STATION DESCRIPTION
 FG1374
 FG1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1374'IN HEALTH.
 FG1374'AT HEALTH, MADISON COUNTY, 0.1 MILE NORTHWEST OF THE U. S. OBSERVATION
 FG1374'TOWER, 150 FEET WEST OF THE JUNCTION OF STATE HIGHWAY 74 AND THE
 FG1374'BIDVILLE-CROSSES ROAD, 86 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FG1374'HEALTH SCHOOL, 26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2
 FG1374'FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED J 143 1935 AND SET IN
 FG1374'THE TOP OF A CONCRETE POST.  NOTE-- THE SCHOOL HAS BEEN MOVED SINCE
 FG1374'THE MARK WAS SET.  IN THE APPROXIMATE POSITION OF THE MARK AN
 FG1374'UNDERGROUND TELEPHONE CABLE WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0069 ***********************************************************************
 FH0069  DESIGNATION -  J 144
 FH0069  PID         -  FH0069
 FH0069  STATE/COUNTY-  AR/WASHINGTON
 FH0069  USGS QUAD   -  SULPHUR CITY (1980)
 FH0069
 FH0069                         *CURRENT SURVEY CONTROL
 FH0069  ___________________________________________________________________
 FH0069* NAD 83(1986)-  35 53 26.     (N)    094 05 11.     (W)     SCALED    
 FH0069* NAVD 88     -       509.468  (meters)    1671.48   (feet)  ADJUSTED  
 FH0069  ___________________________________________________________________
 FH0069  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FH0069  DYNAMIC HT  -         508.994 (meters)    1669.92  (feet)  COMP
 FH0069  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 FH0069
 FH0069  VERT ORDER  -  SECOND    CLASS 0
 FH0069
 FH0069.The horizontal coordinates were scaled from a topographic map and have
 FH0069.an estimated accuracy of +/- 6 seconds.
 FH0069
 FH0069.The orthometric height was determined by differential leveling
 FH0069.and adjusted by the National Geodetic Survey in June 1991..
 FH0069
 FH0069.The geoid height was determined by GEOID03.
 FH0069
 FH0069.The dynamic height is computed by dividing the NAVD 88
 FH0069.geopotential number by the normal gravity value computed on the
 FH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0069.degrees latitude (g = 980.6199 gals.).
 FH0069
 FH0069.The modeled gravity was interpolated from observed gravity values.
 FH0069
 FH0069;                    North         East    Units  Estimated Accuracy
 FH0069;SPC AR N     -   174,760.      211,650.      MT  (+/- 180 meters Scaled)
 FH0069
 FH0069                          SUPERSEDED SURVEY CONTROL
 FH0069
 FH0069  NGVD 29 (??/??/92)  509.314  (m)         1670.97   (f) ADJ UNCH    2 0
 FH0069
 FH0069.Superseded values are not recommended for survey control.
 FH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0069.See file dsdata.txt to determine how the superseded data were derived.
 FH0069
 FH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV019723(NAD 83)
 FH0069_MARKER: DB = BENCH MARK DISK
 FH0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0069_STAMPING: J 144 1935
 FH0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0069+STABILITY: SURFACE MOTION
 FH0069
 FH0069  HISTORY     - Date     Condition        Report By
 FH0069  HISTORY     - 1935     MONUMENTED       CGS
 FH0069  HISTORY     - 1960     GOOD             NGS
 FH0069
 FH0069                          STATION DESCRIPTION
 FH0069
 FH0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0069'2.6 MI NE FROM BRENTWOOD.
 FH0069'0.35 MILE SOUTH OF THE FAIRVIEW SCHOOL WHICH IS ALSO KNOWN AS
 FH0069'THE LOW GAP SCHOOL.  TO REACH FROM BULGERS STORE AT BRENTWOOD,
 FH0069'GO SOUTHEAST ON U.S. HIGHWAY 71 FOR 0.35 MILE THENCE SHARP
 FH0069'LEFT AND FOLLOW DIRT ROAD NORTHERLY FOR 2.65 MILES TO MARK ON
 FH0069'RIGHT, 70 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, ABOUT
 FH0069'50 FEET NORTH OF CENTERLINE OF ROAD LEADING EAST TO HOUSE
 FH0069'OCCUPIED BY MR. LEE RIGGS AND 13 FEET NORTHEAST OF A TREE THAT
 FH0069'IS AT THE SOUTHWEST CORNER OF A FENCED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0507 ***********************************************************************
 GF0507  DESIGNATION -  J 145
 GF0507  PID         -  GF0507
 GF0507  STATE/COUNTY-  AR/MADISON
 GF0507  USGS QUAD   -  KINGSTON (1973)
 GF0507
 GF0507                         *CURRENT SURVEY CONTROL
 GF0507  ___________________________________________________________________
 GF0507* NAD 83(1986)-  36 01 34.     (N)    093 32 05.     (W)     SCALED    
 GF0507* NAVD 88     -       413.436  (meters)    1356.41   (feet)  ADJUSTED  
 GF0507  ___________________________________________________________________
 GF0507  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GF0507  DYNAMIC HT  -         413.056 (meters)    1355.17  (feet)  COMP
 GF0507  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GF0507
 GF0507  VERT ORDER  -  SECOND    CLASS 0
 GF0507
 GF0507.The horizontal coordinates were scaled from a topographic map and have
 GF0507.an estimated accuracy of +/- 6 seconds.
 GF0507
 GF0507.The orthometric height was determined by differential leveling
 GF0507.and adjusted by the National Geodetic Survey in June 1991..
 GF0507
 GF0507.The geoid height was determined by GEOID03.
 GF0507
 GF0507.The dynamic height is computed by dividing the NAVD 88
 GF0507.geopotential number by the normal gravity value computed on the
 GF0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0507.degrees latitude (g = 980.6199 gals.).
 GF0507
 GF0507.The modeled gravity was interpolated from observed gravity values.
 GF0507
 GF0507;                    North         East    Units  Estimated Accuracy
 GF0507;SPC AR N     -   188,880.      261,680.      MT  (+/- 180 meters Scaled)
 GF0507
 GF0507                          SUPERSEDED SURVEY CONTROL
 GF0507
 GF0507  NGVD 29 (??/??/92)  413.322  (m)         1356.04   (f) ADJ UNCH    2 0
 GF0507
 GF0507.Superseded values are not recommended for survey control.
 GF0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0507.See file dsdata.txt to determine how the superseded data were derived.
 GF0507
 GF0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV518869(NAD 83)
 GF0507_MARKER: DB = BENCH MARK DISK
 GF0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0507_STAMPING: J 145 1935
 GF0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0507+STABILITY: SURFACE MOTION
 GF0507
 GF0507  HISTORY     - Date     Condition        Report By
 GF0507  HISTORY     - 1935     MONUMENTED       CGS
 GF0507
 GF0507                          STATION DESCRIPTION
 GF0507
 GF0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0507'1.5 MI N FROM LOY.
 GF0507'1.5 MILES NORTH ALONG THE KINGSTON ROAD FROM THE POST OFFICE AT
 GF0507'LOY, MADISON COUNTY, 200 FEET EAST OF KINGS RIVER, 105 FEET
 GF0507'WEST OF THE NORTHWEST CORNER OF THE B. STAMPS FARMHOUSE, 36 FEET
 GF0507'WEST OF THE CENTERLINE OF THE ROAD, 13 FEET WEST OF A SOUTHEAST
 GF0507'FENCE CORNER, AND 3/4 FOOT SOUTH OF AN EAST-AND-WEST FENCE.  A
 GF0507'STANDARD DISK, STAMPED J 145 1935 AND SET IN THE TOP OF A CONCRETE
 GF0507'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0723 ***********************************************************************
 FG0723  DESIGNATION -  J 146
 FG0723  PID         -  FG0723
 FG0723  STATE/COUNTY-  AR/SEARCY
 FG0723  USGS QUAD   -  EULA (1980)
 FG0723
 FG0723                         *CURRENT SURVEY CONTROL
 FG0723  ___________________________________________________________________
 FG0723* NAD 83(1986)-  35 58 27.     (N)    092 52 58.     (W)     SCALED    
 FG0723* NAVD 88     -       207.944  (meters)     682.23   (feet)  ADJUSTED  
 FG0723  ___________________________________________________________________
 FG0723  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FG0723  DYNAMIC HT  -         207.758 (meters)     681.62  (feet)  COMP
 FG0723  MODELED GRAV-     979,734.0   (mgal)                       NAVD 88
 FG0723
 FG0723  VERT ORDER  -  SECOND    CLASS 0
 FG0723
 FG0723.The horizontal coordinates were scaled from a topographic map and have
 FG0723.an estimated accuracy of +/- 6 seconds.
 FG0723
 FG0723.The orthometric height was determined by differential leveling
 FG0723.and adjusted by the National Geodetic Survey in June 1991..
 FG0723
 FG0723.The geoid height was determined by GEOID03.
 FG0723
 FG0723.The dynamic height is computed by dividing the NAVD 88
 FG0723.geopotential number by the normal gravity value computed on the
 FG0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0723.degrees latitude (g = 980.6199 gals.).
 FG0723
 FG0723.The modeled gravity was interpolated from observed gravity values.
 FG0723
 FG0723;                    North         East    Units  Estimated Accuracy
 FG0723;SPC AR N     -   182,400.      320,380.      MT  (+/- 180 meters Scaled)
 FG0723
 FG0723                          SUPERSEDED SURVEY CONTROL
 FG0723
 FG0723  NGVD 29 (??/??/92)  207.829  (m)          681.85   (f) ADJ UNCH    2 0
 FG0723
 FG0723.Superseded values are not recommended for survey control.
 FG0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0723.See file dsdata.txt to determine how the superseded data were derived.
 FG0723
 FG0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV105810(NAD 83)
 FG0723_MARKER: DB = BENCH MARK DISK
 FG0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0723_STAMPING: J 146 1935
 FG0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0723+STABILITY: SURFACE MOTION
 FG0723
 FG0723  HISTORY     - Date     Condition        Report By
 FG0723  HISTORY     - 1935     MONUMENTED       CGS
 FG0723  HISTORY     - 1935     GOOD             NGS
 FG0723
 FG0723                          STATION DESCRIPTION
 FG0723
 FG0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0723'0.4 MI NE FROM WOLEM.
 FG0723'0.4 MILE NORTHEAST ALONG THE RICHLAND ROAD FROM WOLEM, SEARCY COUNTY,
 FG0723'150 FEET NORTHEAST OF THE NORTHEAST SIDE OF A WOODEN BRIDGE OVER A
 FG0723'BRANCH, 37 FEET EAST OF THE SOUTHEAST CORNER OF THE BOB RENFRO
 FG0723'FARMHOUSE, 40 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 30 FEET
 FG0723'NORTHEAST OF A GATE, 10 FEET SOUTHWEST OF A NORTHEAST FENCE CORNER,
 FG0723'AND 1 1/2 FEET SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED J 146
 FG0723'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0516 ***********************************************************************
 FG0516  DESIGNATION -  J 147
 FG0516  PID         -  FG0516
 FG0516  STATE/COUNTY-  AR/SEARCY
 FG0516  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0516
 FG0516                         *CURRENT SURVEY CONTROL
 FG0516  ___________________________________________________________________
 FG0516* NAD 83(1986)-  35 46 04.     (N)    092 52 05.     (W)     SCALED    
 FG0516* NAVD 88     -       570.990  (meters)    1873.32   (feet)  ADJUSTED  
 FG0516  ___________________________________________________________________
 FG0516  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG0516  DYNAMIC HT  -         570.438 (meters)    1871.51  (feet)  COMP
 FG0516  MODELED GRAV-     979,647.5   (mgal)                       NAVD 88
 FG0516
 FG0516  VERT ORDER  -  SECOND    CLASS 0
 FG0516
 FG0516.The horizontal coordinates were scaled from a topographic map and have
 FG0516.an estimated accuracy of +/- 6 seconds.
 FG0516
 FG0516.The orthometric height was determined by differential leveling
 FG0516.and adjusted by the National Geodetic Survey in June 1991..
 FG0516
 FG0516.The geoid height was determined by GEOID03.
 FG0516
 FG0516.The dynamic height is computed by dividing the NAVD 88
 FG0516.geopotential number by the normal gravity value computed on the
 FG0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0516.degrees latitude (g = 980.6199 gals.).
 FG0516
 FG0516.The modeled gravity was interpolated from observed gravity values.
 FG0516
 FG0516;                    North         East    Units  Estimated Accuracy
 FG0516;SPC AR N     -   159,490.      321,510.      MT  (+/- 180 meters Scaled)
 FG0516
 FG0516                          SUPERSEDED SURVEY CONTROL
 FG0516
 FG0516  NGVD 29 (??/??/92)  570.894  (m)         1873.01   (f) ADJ UNCH    2 0
 FG0516
 FG0516.Superseded values are not recommended for survey control.
 FG0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0516.See file dsdata.txt to determine how the superseded data were derived.
 FG0516
 FG0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV119582(NAD 83)
 FG0516_MARKER: DB = BENCH MARK DISK
 FG0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0516_STAMPING: J 147 1935
 FG0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0516+STABILITY: SURFACE MOTION
 FG0516
 FG0516  HISTORY     - Date     Condition        Report By
 FG0516  HISTORY     - 1935     MONUMENTED       CGS
 FG0516  HISTORY     - 1935     GOOD             NGS
 FG0516
 FG0516                          STATION DESCRIPTION
 FG0516
 FG0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0516'IN WITT SPRINGS.
 FG0516'AT WITT SPRINGS, SEARCY COUNTY, 150 FEET SOUTH OF THE SOUTHEAST CORNER
 FG0516'OF THE POST OFFICE, 150 FEET WEST OF THE JUNCTION OF THE MOORE ROAD
 FG0516'WITH STATE HIGHWAY 27, 35 FEET NORTH OF THE NORTHWEST CORNER OF THE W.
 FG0516'L. CHADWICK RESIDENCE, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FG0516'10 FEET EAST OF A NORTHWEST FENCE CORNER, 2 1/2 FEET WEST OF AN 8-INCH
 FG0516'OAK TREE, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED J 147
 FG0516'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0667 ***********************************************************************
 FG0667  DESIGNATION -  J 148
 FG0667  PID         -  FG0667
 FG0667  STATE/COUNTY-  AR/POPE
 FG0667  USGS QUAD   -  LOST CORNER (1980)
 FG0667
 FG0667                         *CURRENT SURVEY CONTROL
 FG0667  ___________________________________________________________________
 FG0667* NAD 83(1986)-  35 34 44.     (N)    092 49 49.     (W)     SCALED    
 FG0667* NAVD 88     -       506.104  (meters)    1660.44   (feet)  ADJUSTED  
 FG0667  ___________________________________________________________________
 FG0667  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FG0667  DYNAMIC HT  -         505.612 (meters)    1658.83  (feet)  COMP
 FG0667  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 FG0667
 FG0667  VERT ORDER  -  SECOND    CLASS 0
 FG0667
 FG0667.The horizontal coordinates were scaled from a topographic map and have
 FG0667.an estimated accuracy of +/- 6 seconds.
 FG0667
 FG0667.The orthometric height was determined by differential leveling
 FG0667.and adjusted by the National Geodetic Survey in June 1991..
 FG0667
 FG0667.The geoid height was determined by GEOID03.
 FG0667
 FG0667.The dynamic height is computed by dividing the NAVD 88
 FG0667.geopotential number by the normal gravity value computed on the
 FG0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0667.degrees latitude (g = 980.6199 gals.).
 FG0667
 FG0667.The modeled gravity was interpolated from observed gravity values.
 FG0667
 FG0667;                    North         East    Units  Estimated Accuracy
 FG0667;SPC AR N     -   138,500.      324,750.      MT  (+/- 180 meters Scaled)
 FG0667
 FG0667                          SUPERSEDED SURVEY CONTROL
 FG0667
 FG0667  NGVD 29 (??/??/92)  506.041  (m)         1660.24   (f) ADJ UNCH    2 0
 FG0667
 FG0667.Superseded values are not recommended for survey control.
 FG0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0667.See file dsdata.txt to determine how the superseded data were derived.
 FG0667
 FG0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV153372(NAD 83)
 FG0667_MARKER: DB = BENCH MARK DISK
 FG0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0667_STAMPING: J 148 1935
 FG0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0667+STABILITY: SURFACE MOTION
 FG0667
 FG0667  HISTORY     - Date     Condition        Report By
 FG0667  HISTORY     - 1935     MONUMENTED       CGS
 FG0667  HISTORY     - 1935     GOOD             NGS
 FG0667
 FG0667                          STATION DESCRIPTION
 FG0667
 FG0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0667'0.5 MI N FROM LOST CORNER.
 FG0667'0.5 MILE NORTH ALONG THE TILLY ROAD FROM THE POST OFFICE AT LOST
 FG0667'CORNER, POPE COUNTY, 0.1 MILE WEST OF THE OAK MOUNTAIN FOREST SERVICE
 FG0667'STATION, AT THE JUNCTION OF THE SCOTLAND ROAD, 24 FEET EAST OF THE
 FG0667'CENTERLINE OF THE SCOTLAND ROAD, 16 1/2 FEET NORTHEAST OF A BLAZED
 FG0667'12-INCH HICKORY TREE, 10 1/2 FEET SOUTH OF A NORTHWEST FENCE CORNER,
 FG0667'AND 1 1/2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED J 148 1935
 FG0667'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0593 ***********************************************************************
 FG0593  DESIGNATION -  J 149
 FG0593  PID         -  FG0593
 FG0593  STATE/COUNTY-  AR/SEARCY
 FG0593  USGS QUAD   -  SNOWBALL (1980)
 FG0593
 FG0593                         *CURRENT SURVEY CONTROL
 FG0593  ___________________________________________________________________
 FG0593* NAD 83(1986)-  35 54 56.     (N)    092 49 50.     (W)     SCALED    
 FG0593* NAVD 88     -       274.480  (meters)     900.52   (feet)  ADJUSTED  
 FG0593  ___________________________________________________________________
 FG0593  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG0593  DYNAMIC HT  -         274.232 (meters)     899.71  (feet)  COMP
 FG0593  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FG0593
 FG0593  VERT ORDER  -  SECOND    CLASS 0
 FG0593
 FG0593.The horizontal coordinates were scaled from a topographic map and have
 FG0593.an estimated accuracy of +/- 6 seconds.
 FG0593
 FG0593.The orthometric height was determined by differential leveling
 FG0593.and adjusted by the National Geodetic Survey in June 1991..
 FG0593
 FG0593.The geoid height was determined by GEOID03.
 FG0593
 FG0593.The dynamic height is computed by dividing the NAVD 88
 FG0593.geopotential number by the normal gravity value computed on the
 FG0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0593.degrees latitude (g = 980.6199 gals.).
 FG0593
 FG0593.The modeled gravity was interpolated from observed gravity values.
 FG0593
 FG0593;                    North         East    Units  Estimated Accuracy
 FG0593;SPC AR N     -   175,850.      325,040.      MT  (+/- 180 meters Scaled)
 FG0593
 FG0593                          SUPERSEDED SURVEY CONTROL
 FG0593
 FG0593  NGVD 29 (??/??/92)  274.373  (m)          900.17   (f) ADJ UNCH    2 0
 FG0593
 FG0593.Superseded values are not recommended for survey control.
 FG0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0593.See file dsdata.txt to determine how the superseded data were derived.
 FG0593
 FG0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV152745(NAD 83)
 FG0593_MARKER: DB = BENCH MARK DISK
 FG0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0593_STAMPING: J 149 1935
 FG0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0593+STABILITY: SURFACE MOTION
 FG0593
 FG0593  HISTORY     - Date     Condition        Report By
 FG0593  HISTORY     - 1935     MONUMENTED       CGS
 FG0593
 FG0593                          STATION DESCRIPTION
 FG0593
 FG0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0593'1 MI NW FROM SNOWBALL.
 FG0593'1 MILE NORTHWEST ALONG THE SLAY BRANCH ROAD FROM THE POST OFFICE AT
 FG0593'SNOWBALL, SEARCY COUNTY, 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FG0593'THE HARVEY HELM FARMHOUSE PORCH, 44 FEET NORTH OF THE CENTERLINE OF
 FG0593'THE ROAD, 23 FEET WEST OF A GATE, 6 FEET EAST OF A SOUTHWEST FENCE
 FG0593'CORNER, AND 3 1/2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED J
 FG0593'149 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1259 ***********************************************************************
 EH1259  DESIGNATION -  J 15
 EH1259  PID         -  EH1259
 EH1259  STATE/COUNTY-  AR/LEE
 EH1259  USGS QUAD   -  GARRETT GROVE (1971)
 EH1259
 EH1259                         *CURRENT SURVEY CONTROL
 EH1259  ___________________________________________________________________
 EH1259* NAD 83(1986)-  34 49 05.     (N)    091 00 51.     (W)     SCALED    
 EH1259* NAVD 88     -        61.438  (meters)     201.57   (feet)  ADJUSTED  
 EH1259  ___________________________________________________________________
 EH1259  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1259  DYNAMIC HT  -          61.382 (meters)     201.38  (feet)  COMP
 EH1259  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 EH1259
 EH1259  VERT ORDER  -  FIRST     CLASS II
 EH1259
 EH1259.The horizontal coordinates were scaled from a topographic map and have
 EH1259.an estimated accuracy of +/- 6 seconds.
 EH1259
 EH1259.The orthometric height was determined by differential leveling
 EH1259.and adjusted by the National Geodetic Survey in June 1991..
 EH1259
 EH1259.The geoid height was determined by GEOID03.
 EH1259
 EH1259.The dynamic height is computed by dividing the NAVD 88
 EH1259.geopotential number by the normal gravity value computed on the
 EH1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1259.degrees latitude (g = 980.6199 gals.).
 EH1259
 EH1259.The modeled gravity was interpolated from observed gravity values.
 EH1259
 EH1259;                    North         East    Units  Estimated Accuracy
 EH1259;SPC AR S     -   639,060.      490,190.      MT  (+/- 180 meters Scaled)
 EH1259
 EH1259                          SUPERSEDED SURVEY CONTROL
 EH1259
 EH1259  NGVD 29 (??/??/??)   61.445  (m)          201.59   (f) ADJUSTED    1 2
 EH1259
 EH1259.Superseded values are not recommended for survey control.
 EH1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1259.See file dsdata.txt to determine how the superseded data were derived.
 EH1259
 EH1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU816546(NAD 83)
 EH1259_MARKER: DB = BENCH MARK DISK
 EH1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1259_STAMPING: 201.469 J 15 1932
 EH1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1259+STABILITY: SURFACE MOTION
 EH1259
 EH1259  HISTORY     - Date     Condition        Report By
 EH1259  HISTORY     - 1932     MONUMENTED       CGS
 EH1259  HISTORY     - 1955     GOOD             CGS
 EH1259
 EH1259                          STATION DESCRIPTION
 EH1259
 EH1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1259'2.75 MI NW FROM MORO.
 EH1259'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH1259'AT MORO, THENCE ABOUT 1.05 MILES WEST AND 0.4 MILE NORTH ALONG A DIRT
 EH1259'ROAD, AT CROSSING AT NORTH-SOUTH DIRT ROAD AND THE ABANDONED GRADE OF
 EH1259'MISSOURI AND ARKANSAS RAILROAD, 38 FEET WEST OF CENTER LINE OF DIRT
 EH1259'ROAD, 50 FEET SOUTHWEST OF CENTER OF ABANDONED RAILROAD CROSSING, 40
 EH1259'FEET NORTHWEST OF A FENCE CORNER, 1/2 FOOT NORTHEAST OF A FENCE LINE,
 EH1259'ON THE SOUTHWEST SIDE OF A WATER HOLE ABOUT 20 FEET IN DIAMETER, ABOUT
 EH1259'1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 EH1259'PROJECTING 1 INCH.  NOTE-- AREA IS BARE AND IN A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1834 ***********************************************************************
 EH1834  DESIGNATION -  J 15 12
 EH1834  PID         -  EH1834
 EH1834  STATE/COUNTY-  AR/JEFFERSON
 EH1834  USGS QUAD   -  HUMPHREY (1967)
 EH1834
 EH1834                         *CURRENT SURVEY CONTROL
 EH1834  ___________________________________________________________________
 EH1834* NAD 83(1986)-  34 28 30.     (N)    091 44 42.     (W)     SCALED    
 EH1834* NAVD 88     -        60.274  (meters)     197.75   (feet)  POSTED    
 EH1834  ___________________________________________________________________
 EH1834  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 EH1834  DYNAMIC HT  -          60.220 (meters)     197.57  (feet)  COMP
 EH1834  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 EH1834
 EH1834  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH1834
 EH1834.The horizontal coordinates were scaled from a topographic map and have
 EH1834.an estimated accuracy of +/- 6 seconds.
 EH1834
 EH1834.The orthometric height was determined by differential leveling
 EH1834.and adjusted by the National Geodetic Survey in 1992..
 EH1834.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH1834.rate of 0.0 thru 1.0 mm/km.
 EH1834
 EH1834.The geoid height was determined by GEOID03.
 EH1834
 EH1834.The dynamic height is computed by dividing the NAVD 88
 EH1834.geopotential number by the normal gravity value computed on the
 EH1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1834.degrees latitude (g = 980.6199 gals.).
 EH1834
 EH1834.The modeled gravity was interpolated from observed gravity values.
 EH1834
 EH1834;                    North         East    Units  Estimated Accuracy
 EH1834;SPC AR S     -   600,600.      423,430.      MT  (+/- 180 meters Scaled)
 EH1834
 EH1834                          SUPERSEDED SURVEY CONTROL
 EH1834
 EH1834  NGVD 29 (??/??/??)   60.302  (m)          197.84   (f) ADJUSTED    2 0
 EH1834
 EH1834.Superseded values are not recommended for survey control.
 EH1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1834.See file dsdata.txt to determine how the superseded data were derived.
 EH1834
 EH1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU152155(NAD 83)
 EH1834_MARKER: DD = SURVEY DISK
 EH1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1834_STAMPING: J 15 12
 EH1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1834+STABILITY: SURFACE MOTION
 EH1834
 EH1834  HISTORY     - Date     Condition        Report By
 EH1834  HISTORY     - UNK      MONUMENTED       DOD
 EH1834  HISTORY     - 1955     GOOD             CGS
 EH1834  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1834
 EH1834                          STATION DESCRIPTION
 EH1834
 EH1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1834'5.5 MI NW FROM HUMPHREY.
 EH1834'IN JEFFERSON COUNTY, 5.5 MILES NORTHWEST ALONG THE ALLPORT ROAD FROM
 EH1834'THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT HUMPHREY, ARKANSAS
 EH1834'COUNTY, AT A CURVE, 81 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EH1834'C. A. CHADICK RESIDENCE, 41 FEET WEST OF THE CENTERLINE OF THE ROAD,
 EH1834'20 FEET NORTH OF A 36-INCH SYCAMORE TREE, AND SET IN THE TOP OF A
 EH1834'CONCRETE POST.
 EH1834
 EH1834                          STATION RECOVERY (1965)
 EH1834
 EH1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EH1834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1826 ***********************************************************************
 EH1826  DESIGNATION -  J 15 8
 EH1826  PID         -  EH1826
 EH1826  STATE/COUNTY-  AR/ARKANSAS
 EH1826  USGS QUAD   -  HUMPHREY (1967)
 EH1826
 EH1826                         *CURRENT SURVEY CONTROL
 EH1826  ___________________________________________________________________
 EH1826* NAD 83(1986)-  34 25 14.     (N)    091 42 19.     (W)     SCALED    
 EH1826* NAVD 88     -        57.907  (meters)     189.98   (feet)  POSTED    
 EH1826  ___________________________________________________________________
 EH1826  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EH1826  DYNAMIC HT  -          57.850 (meters)     189.80  (feet)  COMP
 EH1826  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 EH1826
 EH1826  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EH1826
 EH1826.The horizontal coordinates were scaled from a topographic map and have
 EH1826.an estimated accuracy of +/- 6 seconds.
 EH1826
 EH1826.The orthometric height was determined by differential leveling
 EH1826.and adjusted by the National Geodetic Survey in 1992..
 EH1826.No vertical observational check was made to the station.
 EH1826.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EH1826.was located on a no-check spur therefore a value was not computed.
 EH1826
 EH1826.The geoid height was determined by GEOID03.
 EH1826
 EH1826.The dynamic height is computed by dividing the NAVD 88
 EH1826.geopotential number by the normal gravity value computed on the
 EH1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1826.degrees latitude (g = 980.6199 gals.).
 EH1826
 EH1826.The modeled gravity was interpolated from observed gravity values.
 EH1826
 EH1826;                    North         East    Units  Estimated Accuracy
 EH1826;SPC AR S     -   594,570.      427,090.      MT  (+/- 180 meters Scaled)
 EH1826
 EH1826                          SUPERSEDED SURVEY CONTROL
 EH1826
 EH1826  NGVD 29 (??/??/??)   57.936  (m)          190.08   (f) ADJUSTED    2 0
 EH1826
 EH1826.Superseded values are not recommended for survey control.
 EH1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1826.See file dsdata.txt to determine how the superseded data were derived.
 EH1826
 EH1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU189095(NAD 83)
 EH1826_MARKER: DD = SURVEY DISK
 EH1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1826_STAMPING: J-15-8
 EH1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1826+STABILITY: SURFACE MOTION
 EH1826
 EH1826  HISTORY     - Date     Condition        Report By
 EH1826  HISTORY     - UNK      MONUMENTED       DOD
 EH1826  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1826
 EH1826                          STATION DESCRIPTION
 EH1826
 EH1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1826'IN HUMPHREY.
 EH1826'AT HUMPHREY, ARKANSAS COUNTY, 177 FEET SOUTHEAST OF THE SOUTHEAST
 EH1826'CORNER OF THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, 169 FEET SOUTH
 EH1826'OF THE SOUTHEAST CORNER OF THE STILLWELL GENERAL STORE, 87 FEET SOUTH
 EH1826'OF THE SOUTH RAIL OF THE MAIN TRACK, 38 FEET SOUTH OF POLE 244/24, 25
 EH1826'FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BARN, AND SET IN THE
 EH1826'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0636 ***********************************************************************
 FG0636  DESIGNATION -  J 150
 FG0636  PID         -  FG0636
 FG0636  STATE/COUNTY-  AR/VAN BUREN
 FG0636  USGS QUAD   -  BOTKINBURG (1965)
 FG0636
 FG0636                         *CURRENT SURVEY CONTROL
 FG0636  ___________________________________________________________________
 FG0636* NAD 83(1986)-  35 42 28.     (N)    092 36 13.     (W)     SCALED    
 FG0636* NAVD 88     -       233.378  (meters)     765.67   (feet)  ADJUSTED  
 FG0636  ___________________________________________________________________
 FG0636  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FG0636  DYNAMIC HT  -         233.154 (meters)     764.94  (feet)  COMP
 FG0636  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 FG0636
 FG0636  VERT ORDER  -  SECOND    CLASS 0
 FG0636
 FG0636.The horizontal coordinates were scaled from a topographic map and have
 FG0636.an estimated accuracy of +/- 6 seconds.
 FG0636
 FG0636.The orthometric height was determined by differential leveling
 FG0636.and adjusted by the National Geodetic Survey in June 1991..
 FG0636
 FG0636.The geoid height was determined by GEOID03.
 FG0636
 FG0636.The dynamic height is computed by dividing the NAVD 88
 FG0636.geopotential number by the normal gravity value computed on the
 FG0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0636.degrees latitude (g = 980.6199 gals.).
 FG0636
 FG0636.The modeled gravity was interpolated from observed gravity values.
 FG0636
 FG0636;                    North         East    Units  Estimated Accuracy
 FG0636;SPC AR N     -   152,650.      345,380.      MT  (+/- 180 meters Scaled)
 FG0636
 FG0636                          SUPERSEDED SURVEY CONTROL
 FG0636
 FG0636  NGVD 29 (??/??/92)  233.268  (m)          765.31   (f) ADJ UNCH    2 0
 FG0636
 FG0636.Superseded values are not recommended for survey control.
 FG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0636.See file dsdata.txt to determine how the superseded data were derived.
 FG0636
 FG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV358516(NAD 83)
 FG0636_MARKER: DB = BENCH MARK DISK
 FG0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0636_STAMPING: J 150 1935
 FG0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0636+STABILITY: SURFACE MOTION
 FG0636
 FG0636  HISTORY     - Date     Condition        Report By
 FG0636  HISTORY     - 1935     MONUMENTED       CGS
 FG0636
 FG0636                          STATION DESCRIPTION
 FG0636
 FG0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0636'3.8 MI NE FROM COPELAND.
 FG0636'3.8 MILES NORTHEAST ALONG THE DENNARD ROAD FROM THE JUNCTION OF STATE
 FG0636'HIGHWAY 16 AT COPELAND, VAN BUREN COUNTY, 225 FEET NORTHEAST OF THE
 FG0636'CASTELBERRY CREEK, 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FG0636'W. COUCH FARMHOUSE, 67 FEET EAST OF THE JUNCTION OF A ROAD LEADING
 FG0636'EAST, 65 FEET EAST OF THE CENTERLINE OF THE ROAD, 12 FEET EAST OF A
 FG0636'STONE FENCE CORNER, AND 1 FOOT SOUTH OF A ROCK FENCE.  A STANDARD
 FG0636'DISK, STAMPED J 150 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1225 ***********************************************************************
 EJ1225  DESIGNATION -  J 151
 EJ1225  PID         -  EJ1225
 EJ1225  STATE/COUNTY-  AR/CLARK
 EJ1225  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1225
 EJ1225                         *CURRENT SURVEY CONTROL
 EJ1225  ___________________________________________________________________
 EJ1225* NAD 83(1986)-  34 04 10.     (N)    093 12 41.     (W)     SCALED    
 EJ1225* NAVD 88     -        95.919  (meters)     314.69   (feet)  ADJUSTED  
 EJ1225  ___________________________________________________________________
 EJ1225  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EJ1225  DYNAMIC HT  -          95.823 (meters)     314.38  (feet)  COMP
 EJ1225  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 EJ1225
 EJ1225  VERT ORDER  -  SECOND    CLASS 0
 EJ1225
 EJ1225.The horizontal coordinates were scaled from a topographic map and have
 EJ1225.an estimated accuracy of +/- 6 seconds.
 EJ1225
 EJ1225.The orthometric height was determined by differential leveling
 EJ1225.and adjusted by the National Geodetic Survey in June 1991..
 EJ1225
 EJ1225.The geoid height was determined by GEOID03.
 EJ1225
 EJ1225.The dynamic height is computed by dividing the NAVD 88
 EJ1225.geopotential number by the normal gravity value computed on the
 EJ1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1225.degrees latitude (g = 980.6199 gals.).
 EJ1225
 EJ1225.The modeled gravity was interpolated from observed gravity values.
 EJ1225
 EJ1225;                    North         East    Units  Estimated Accuracy
 EJ1225;SPC AR S     -   556,250.      288,190.      MT  (+/- 180 meters Scaled)
 EJ1225
 EJ1225                          SUPERSEDED SURVEY CONTROL
 EJ1225
 EJ1225  NGVD 29 (??/??/92)   95.926  (m)          314.72   (f) ADJ UNCH    2 0
 EJ1225
 EJ1225.Superseded values are not recommended for survey control.
 EJ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1225.See file dsdata.txt to determine how the superseded data were derived.
 EJ1225
 EJ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT804698(NAD 83)
 EJ1225_MARKER: DB = BENCH MARK DISK
 EJ1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1225_STAMPING: J 151 1935
 EJ1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1225+STABILITY: SURFACE MOTION
 EJ1225
 EJ1225  HISTORY     - Date     Condition        Report By
 EJ1225  HISTORY     - 1935     MONUMENTED       CGS
 EJ1225  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1225
 EJ1225                          STATION DESCRIPTION
 EJ1225
 EJ1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1225'11.1 MI SW FROM ARKADELPHIA.
 EJ1225'11.1 MILES SOUTHWEST ALONG STATE HIGHWAY 51 FROM THE POST OFFICE AT
 EJ1225'ARKADELPHIA, 1.4 MILES NORTHEAST OF TERRE NOIRE CREEK, AT THE SUMMIT
 EJ1225'OF A HILL, 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 40 FEET
 EJ1225'EAST OF A GATE TO THE W.H. TARVER FARMHOUSE, 4.5 FEET WEST OF A FENCE
 EJ1225'CORNER, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED J 151
 EJ1225'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HOUSE IS NOW OWNED
 EJ1225'AND OCCUPIED BY MR. G.W. ATKINS.
 EJ1225
 EJ1225                          STATION RECOVERY (1964)
 EJ1225
 EJ1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0671 ***********************************************************************
 EJ0671  DESIGNATION -  J 152
 EJ0671  PID         -  EJ0671
 EJ0671  STATE/COUNTY-  AR/HOT SPRING
 EJ0671  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0671
 EJ0671                         *CURRENT SURVEY CONTROL
 EJ0671  ___________________________________________________________________
 EJ0671* NAD 83(1986)-  34 16 22.     (N)    092 53 37.     (W)     SCALED    
 EJ0671* NAVD 88     -        72.487  (meters)     237.82   (feet)  ADJUSTED  
 EJ0671  ___________________________________________________________________
 EJ0671  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0671  DYNAMIC HT  -          72.416 (meters)     237.58  (feet)  COMP
 EJ0671  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 EJ0671
 EJ0671  VERT ORDER  -  FIRST     CLASS II
 EJ0671
 EJ0671.The horizontal coordinates were scaled from a topographic map and have
 EJ0671.an estimated accuracy of +/- 6 seconds.
 EJ0671
 EJ0671.The orthometric height was determined by differential leveling
 EJ0671.and adjusted by the National Geodetic Survey in June 1991..
 EJ0671
 EJ0671.The geoid height was determined by GEOID03.
 EJ0671
 EJ0671.The dynamic height is computed by dividing the NAVD 88
 EJ0671.geopotential number by the normal gravity value computed on the
 EJ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0671.degrees latitude (g = 980.6199 gals.).
 EJ0671
 EJ0671.The modeled gravity was interpolated from observed gravity values.
 EJ0671
 EJ0671;                    North         East    Units  Estimated Accuracy
 EJ0671;SPC AR S     -   578,500.      317,720.      MT  (+/- 180 meters Scaled)
 EJ0671
 EJ0671                          SUPERSEDED SURVEY CONTROL
 EJ0671
 EJ0671  NGVD 29 (??/??/92)   72.500  (m)          237.86   (f) ADJ UNCH    1 2
 EJ0671
 EJ0671.Superseded values are not recommended for survey control.
 EJ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0671.See file dsdata.txt to determine how the superseded data were derived.
 EJ0671
 EJ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT097924(NAD 83)
 EJ0671_MARKER: DB = BENCH MARK DISK
 EJ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0671_STAMPING: J-152 1935
 EJ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0671+STABILITY: SURFACE MOTION
 EJ0671
 EJ0671  HISTORY     - Date     Condition        Report By
 EJ0671  HISTORY     - 1935     MONUMENTED       CGS
 EJ0671  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0671
 EJ0671                          STATION DESCRIPTION
 EJ0671
 EJ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0671'3.1 MI NE FROM DONALDSON.
 EJ0671'3.1 MILES NORTHEAST OF, ALONG THE M.P. RAILROAD FROM RY. STATION. 100
 EJ0671'FEET NORTHEAST OF INTERSECTION OF CENTERLINES OF RAILROAD AND GRADE
 EJ0671'CROSSING.  82.8 FEET SOUTHEAST OF POLE 396+25.  74.5 FEET SOUTHWEST OF
 EJ0671'TELEGRAPH POLE 2120.  43.2 FEET SOUTHEAST OF RAILROAD CENTERLINE. 7
 EJ0671'FEET NORTHWEST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0671
 EJ0671                          STATION RECOVERY (1975)
 EJ0671
 EJ0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0425 ***********************************************************************
 GF0425  DESIGNATION -  J 156
 GF0425  PID         -  GF0425
 GF0425  STATE/COUNTY-  AR/NEWTON
 GF0425  USGS QUAD   -  PONCA (1967)
 GF0425
 GF0425                         *CURRENT SURVEY CONTROL
 GF0425  ___________________________________________________________________
 GF0425* NAD 83(1986)-  36 01 19.     (N)    093 20 13.     (W)     SCALED    
 GF0425* NAVD 88     -       496.237  (meters)    1628.07   (feet)  ADJUSTED  
 GF0425  ___________________________________________________________________
 GF0425  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GF0425  DYNAMIC HT  -         495.773 (meters)    1626.55  (feet)  COMP
 GF0425  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 GF0425
 GF0425  VERT ORDER  -  SECOND    CLASS 0
 GF0425
 GF0425.The horizontal coordinates were scaled from a topographic map and have
 GF0425.an estimated accuracy of +/- 6 seconds.
 GF0425
 GF0425.The orthometric height was determined by differential leveling
 GF0425.and adjusted by the National Geodetic Survey in June 1991..
 GF0425
 GF0425.The geoid height was determined by GEOID03.
 GF0425
 GF0425.The dynamic height is computed by dividing the NAVD 88
 GF0425.geopotential number by the normal gravity value computed on the
 GF0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0425.degrees latitude (g = 980.6199 gals.).
 GF0425
 GF0425.The modeled gravity was interpolated from observed gravity values.
 GF0425
 GF0425;                    North         East    Units  Estimated Accuracy
 GF0425;SPC AR N     -   188,160.      279,500.      MT  (+/- 180 meters Scaled)
 GF0425
 GF0425                          SUPERSEDED SURVEY CONTROL
 GF0425
 GF0425  NGVD 29 (??/??/92)  496.124  (m)         1627.70   (f) ADJ UNCH    2 0
 GF0425
 GF0425.Superseded values are not recommended for survey control.
 GF0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0425.See file dsdata.txt to determine how the superseded data were derived.
 GF0425
 GF0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV696864(NAD 83)
 GF0425_MARKER: DB = BENCH MARK DISK
 GF0425_SETTING: 80 = SET IN A BOULDER
 GF0425_SP_SET: BOULDER
 GF0425_STAMPING: J 156 1935
 GF0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0425+STABILITY: SURFACE MOTION
 GF0425
 GF0425  HISTORY     - Date     Condition        Report By
 GF0425  HISTORY     - 1935     MONUMENTED       CGS
 GF0425
 GF0425                          STATION DESCRIPTION
 GF0425
 GF0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0425'0.5 MI S FROM PONCA.
 GF0425'0.5 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 GF0425'PONCA, NEWTON COUNTY, 2.1 MILES EAST ALONG THE JASPER-PONCA
 GF0425'ROAD, 75 FEET SOUTHEAST OF A STEEP SLOPE INTO A VALLEY, 69
 GF0425'FEET NORTH OF A DIP IN THE ROAD WHERE A SMALL STREAM CROSSES,
 GF0425'59 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH
 GF0425'OF A 30-INCH OAK STUMP, AND IN A 4 X 5-FOOT SANDSTONE BOULDER.
 GF0425'A STANDARD DISK, STAMPED J 156 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0439 ***********************************************************************
 GF0439  DESIGNATION -  J 158
 GF0439  PID         -  GF0439
 GF0439  STATE/COUNTY-  AR/CARROLL
 GF0439  USGS QUAD   -  OSAGE NE (1968)
 GF0439
 GF0439                         *CURRENT SURVEY CONTROL
 GF0439  ___________________________________________________________________
 GF0439* NAD 83(1986)-  36 08 25.     (N)    093 19 49.     (W)     SCALED    
 GF0439* NAVD 88     -       664.739  (meters)    2180.90   (feet)  ADJUSTED  
 GF0439  ___________________________________________________________________
 GF0439  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GF0439  DYNAMIC HT  -         664.124 (meters)    2178.88  (feet)  COMP
 GF0439  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 GF0439
 GF0439  VERT ORDER  -  SECOND    CLASS 0
 GF0439
 GF0439.The horizontal coordinates were scaled from a topographic map and have
 GF0439.an estimated accuracy of +/- 6 seconds.
 GF0439
 GF0439.The orthometric height was determined by differential leveling
 GF0439.and adjusted by the National Geodetic Survey in June 1991..
 GF0439
 GF0439.The geoid height was determined by GEOID03.
 GF0439
 GF0439.The dynamic height is computed by dividing the NAVD 88
 GF0439.geopotential number by the normal gravity value computed on the
 GF0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0439.degrees latitude (g = 980.6199 gals.).
 GF0439
 GF0439.The modeled gravity was interpolated from observed gravity values.
 GF0439
 GF0439;                    North         East    Units  Estimated Accuracy
 GF0439;SPC AR N     -   201,280.      280,280.      MT  (+/- 180 meters Scaled)
 GF0439
 GF0439                          SUPERSEDED SURVEY CONTROL
 GF0439
 GF0439  NGVD 29 (??/??/92)  664.621  (m)         2180.51   (f) ADJ UNCH    2 0
 GF0439
 GF0439.Superseded values are not recommended for survey control.
 GF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0439.See file dsdata.txt to determine how the superseded data were derived.
 GF0439
 GF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV702995(NAD 83)
 GF0439_MARKER: DB = BENCH MARK DISK
 GF0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0439_STAMPING: J 158 1935
 GF0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0439+STABILITY: SURFACE MOTION
 GF0439
 GF0439  HISTORY     - Date     Condition        Report By
 GF0439  HISTORY     - 1935     MONUMENTED       CGS
 GF0439
 GF0439                          STATION DESCRIPTION
 GF0439
 GF0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0439'1.8 MI SE FROM DELMAR.
 GF0439'1.8 MILES SOUTHEAST ALONG THE DELMAR-COMPTON ROAD FROM THE POST
 GF0439'OFFICE AT DELMAR, CARROLL COUNTY, ON THE FLAT TOP OF A RIDGE, 350
 GF0439'FEET NORTHWEST OF THE BOTTOM OF A DIP IN THE ROAD, 150 FEET
 GF0439'SOUTHWEST OF A STEEP SLOPE INTO A VALLEY, 39 FEET SOUTHWEST OF THE
 GF0439'CENTERLINE OF THE ROAD, 54 FEET NORTHEAST OF THE NORTH CORNER
 GF0439'OF LOG CABIN, AND 30 FEET EAST OF A FLOWER BED.  A STANDARD DISK,
 GF0439'STAMPED J 158 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1196 ***********************************************************************
 FF1196  DESIGNATION -  J 16
 FF1196  PID         -  FF1196
 FF1196  STATE/COUNTY-  AR/JACKSON
 FF1196  USGS QUAD   -  BEEDEVILLE (1980)
 FF1196
 FF1196                         *CURRENT SURVEY CONTROL
 FF1196  ___________________________________________________________________
 FF1196* NAD 83(1986)-  35 26 06.     (N)    091 06 36.     (W)     SCALED    
 FF1196* NAVD 88     -        65.478  (meters)     214.82   (feet)  ADJUSTED  
 FF1196  ___________________________________________________________________
 FF1196  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF1196  DYNAMIC HT  -          65.420 (meters)     214.63  (feet)  COMP
 FF1196  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 FF1196
 FF1196  VERT ORDER  -  SECOND    CLASS 0
 FF1196
 FF1196.The horizontal coordinates were scaled from a topographic map and have
 FF1196.an estimated accuracy of +/- 6 seconds.
 FF1196
 FF1196.The orthometric height was determined by differential leveling
 FF1196.and adjusted by the National Geodetic Survey in June 1991..
 FF1196
 FF1196.The geoid height was determined by GEOID03.
 FF1196
 FF1196.The dynamic height is computed by dividing the NAVD 88
 FF1196.geopotential number by the normal gravity value computed on the
 FF1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1196.degrees latitude (g = 980.6199 gals.).
 FF1196
 FF1196.The modeled gravity was interpolated from observed gravity values.
 FF1196
 FF1196;                    North         East    Units  Estimated Accuracy
 FF1196;SPC AR N     -   122,590.      480,810.      MT  (+/- 180 meters Scaled)
 FF1196
 FF1196                          SUPERSEDED SURVEY CONTROL
 FF1196
 FF1196  NGVD 29 (??/??/??)   65.426  (m)          214.65   (f) ADJUSTED    2 0
 FF1196
 FF1196.Superseded values are not recommended for survey control.
 FF1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1196.See file dsdata.txt to determine how the superseded data were derived.
 FF1196
 FF1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV715229(NAD 83)
 FF1196_MARKER: DB = BENCH MARK DISK
 FF1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1196_STAMPING: 214.619 J 16 1932
 FF1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1196+STABILITY: SURFACE MOTION
 FF1196
 FF1196  HISTORY     - Date     Condition        Report By
 FF1196  HISTORY     - 1932     MONUMENTED       CGS
 FF1196  HISTORY     - 1976     POOR             USGS
 FF1196  HISTORY     - 20030611 MARK NOT FOUND   USACE
 FF1196
 FF1196                          STATION DESCRIPTION
 FF1196
 FF1196'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 FF1196'IN BEEDEVILLE.
 FF1196'AT BEEDEVILLE, ON PUBLIC SCHOOL GROUNDS, 61 FT SOUTH OF SW CORNER OF
 FF1196'THE BUILDING, 161 FT NORTH OF THE NORTH WALL OF THE GYMNASIUM, 18 FT
 FF1196'NNE OF A POWER POLE, 7 FT WNW OF COVERED SIDEWALK CONNECTING THE
 FF1196'SEPARATE BUILDINGS. A STANDARD DISK SET IN TOP OF CONCRETE POST,
 FF1196'PROJECTING 8 INCHES AND, AND STAMPED "214.619 J 16 1932."
 FF1196
 FF1196                          STATION RECOVERY (2003)
 FF1196
 FF1196'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1601 ***********************************************************************
 EH1601  DESIGNATION -  J 16 18
 EH1601  PID         -  EH1601
 EH1601  STATE/COUNTY-  AR/LINCOLN
 EH1601  USGS QUAD   -  CADES (1975)
 EH1601
 EH1601                         *CURRENT SURVEY CONTROL
 EH1601  ___________________________________________________________________
 EH1601* NAD 83(1986)-  34 04 55.     (N)    091 34 55.     (W)     SCALED    
 EH1601* NAVD 88     -        54.517  (meters)     178.86   (feet)  ADJUSTED  
 EH1601  ___________________________________________________________________
 EH1601  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1601  DYNAMIC HT  -          54.463 (meters)     178.68  (feet)  COMP
 EH1601  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 EH1601
 EH1601  VERT ORDER  -  FIRST     CLASS II
 EH1601
 EH1601.The horizontal coordinates were scaled from a topographic map and have
 EH1601.an estimated accuracy of +/- 6 seconds.
 EH1601
 EH1601.The orthometric height was determined by differential leveling
 EH1601.and adjusted by the National Geodetic Survey in August 1993..
 EH1601
 EH1601.The geoid height was determined by GEOID03.
 EH1601
 EH1601.The dynamic height is computed by dividing the NAVD 88
 EH1601.geopotential number by the normal gravity value computed on the
 EH1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1601.degrees latitude (g = 980.6199 gals.).
 EH1601
 EH1601.The modeled gravity was interpolated from observed gravity values.
 EH1601
 EH1601;                    North         East    Units  Estimated Accuracy
 EH1601;SPC AR S     -   557,050.      438,580.      MT  (+/- 180 meters Scaled)
 EH1601
 EH1601                          SUPERSEDED SURVEY CONTROL
 EH1601
 EH1601  NAVD 88 (06/15/91)   54.539  (m)          178.93   (f) UNKNOWN     1 2
 EH1601  NGVD 29 (??/??/??)   54.598  (m)          179.13   (f) ADJUSTED    1 2
 EH1601
 EH1601.Superseded values are not recommended for survey control.
 EH1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1601.See file dsdata.txt to determine how the superseded data were derived.
 EH1601
 EH1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT308721(NAD 83)
 EH1601_MARKER: DD = SURVEY DISK
 EH1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1601_STAMPING: J-16-18 52
 EH1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1601+STABILITY: SURFACE MOTION
 EH1601
 EH1601  HISTORY     - Date     Condition        Report By
 EH1601  HISTORY     - UNK      MONUMENTED       DOD
 EH1601  HISTORY     - 1954     GOOD             CGS
 EH1601
 EH1601                          STATION DESCRIPTION
 EH1601
 EH1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1601'5.2 MI NE FROM VARNER.
 EH1601'5.2 MILES NORTHEAST ALONG THE ARKANSAS STATE PRISON FARM ROAD FROM THE
 EH1601'MISSOURI PACIFIC RAILROAD STATION SIGN AT VARNER, 0.85 MILE NORTH OF
 EH1601'THE PRISON FARM COTTON GIN, AT THE SOUTH BASE OF A LEVEE, 59 FEET EAST
 EH1601'OF THE CENTER OF A WIRE GATE, 17 FEET SOUTHEAST OF THE CENTER LINE OF
 EH1601'A ROAD, 3 FEET NORTH OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET
 EH1601'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 EH1601'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1065 ***********************************************************************
 EJ1065  DESIGNATION -  J 161
 EJ1065  PID         -  EJ1065
 EJ1065  STATE/COUNTY-  AR/GARLAND
 EJ1065  USGS QUAD   -  MOUNTAIN PINE (1975)
 EJ1065
 EJ1065                         *CURRENT SURVEY CONTROL
 EJ1065  ___________________________________________________________________
 EJ1065* NAD 83(1986)-  34 36 20.     (N)    093 13 13.     (W)     SCALED    
 EJ1065* NAVD 88     -       134.494  (meters)     441.25   (feet)  ADJUSTED  
 EJ1065  ___________________________________________________________________
 EJ1065  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 EJ1065  DYNAMIC HT  -         134.362 (meters)     440.82  (feet)  COMP
 EJ1065  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 EJ1065
 EJ1065  VERT ORDER  -  SECOND    CLASS 0
 EJ1065
 EJ1065.The horizontal coordinates were scaled from a topographic map and have
 EJ1065.an estimated accuracy of +/- 6 seconds.
 EJ1065
 EJ1065.The orthometric height was determined by differential leveling
 EJ1065.and adjusted by the National Geodetic Survey in June 1991..
 EJ1065
 EJ1065.The geoid height was determined by GEOID03.
 EJ1065
 EJ1065.The dynamic height is computed by dividing the NAVD 88
 EJ1065.geopotential number by the normal gravity value computed on the
 EJ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1065.degrees latitude (g = 980.6199 gals.).
 EJ1065
 EJ1065.The modeled gravity was interpolated from observed gravity values.
 EJ1065
 EJ1065;                    North         East    Units  Estimated Accuracy
 EJ1065;SPC AR S     -   615,720.      288,080.      MT  (+/- 180 meters Scaled)
 EJ1065
 EJ1065                          SUPERSEDED SURVEY CONTROL
 EJ1065
 EJ1065  NGVD 29 (??/??/92)  134.477  (m)          441.20   (f) ADJ UNCH    2 0
 EJ1065
 EJ1065.Superseded values are not recommended for survey control.
 EJ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1065.See file dsdata.txt to determine how the superseded data were derived.
 EJ1065
 EJ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU798293(NAD 83)
 EJ1065_MARKER: DB = BENCH MARK DISK
 EJ1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1065_SP_SET: CULVERT
 EJ1065_STAMPING: J 161 1935
 EJ1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1065
 EJ1065  HISTORY     - Date     Condition        Report By
 EJ1065  HISTORY     - 1935     MONUMENTED       CGS
 EJ1065  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1065
 EJ1065                          STATION DESCRIPTION
 EJ1065
 EJ1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1065'3.8 MI SE FROM BLAKELY CAMP.
 EJ1065'3.8 MILES SOUTHEAST ALONG THE CEDAR GLADES-HOT SPRINGS ROAD FROM THE
 EJ1065'JUNCTION OF THE LITTLE BLAKELY CREEK ROAD AT THE 1935 LOCATION OF
 EJ1065'BLAKELY CAMP, GARLAND COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH
 EJ1065'TO MCFADDENS THREE SISTER SPRINGS, AT A CONCRETE BRIDGE OVER TIGER
 EJ1065'BRANCH, IN THE TOP OF THE SOUTHEAST WING WALL, 9 FEET SOUTH OF THE
 EJ1065'CENTER LINE OF THE ROAD, AND 0.4 FOOT EAST OF THE EAST END OF THE HEAD
 EJ1065'WALL.  A STANDARD DISK, STAMPED J 161 1935.  NOTE-- IT WAS REPORTED IN
 EJ1065'MARCH 1944 THAT THE NEW LOCATION OF BLAKELY CAMP AND POST OFFICE IS
 EJ1065'1/4 MILE SOUTH OF JESSIEVILLE AND 0.4 MILE WEST OF STATE HIGHWAY 7.
 EJ1065
 EJ1065                          STATION RECOVERY (1998)
 EJ1065
 EJ1065'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1075 ***********************************************************************
 EJ1075  DESIGNATION -  J 162
 EJ1075  PID         -  EJ1075
 EJ1075  STATE/COUNTY-  AR/GARLAND
 EJ1075  USGS QUAD   -  AVANT (1975)
 EJ1075
 EJ1075                         *CURRENT SURVEY CONTROL
 EJ1075  ___________________________________________________________________
 EJ1075* NAD 83(1986)-  34 40 17.     (N)    093 19 44.     (W)     SCALED    
 EJ1075* NAVD 88     -       183.408  (meters)     601.73   (feet)  ADJUSTED  
 EJ1075  ___________________________________________________________________
 EJ1075  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EJ1075  DYNAMIC HT  -         183.225 (meters)     601.13  (feet)  COMP
 EJ1075  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 EJ1075
 EJ1075  VERT ORDER  -  SECOND    CLASS 0
 EJ1075
 EJ1075.The horizontal coordinates were scaled from a topographic map and have
 EJ1075.an estimated accuracy of +/- 6 seconds.
 EJ1075
 EJ1075.The orthometric height was determined by differential leveling
 EJ1075.and adjusted by the National Geodetic Survey in June 1991..
 EJ1075
 EJ1075.The geoid height was determined by GEOID03.
 EJ1075
 EJ1075.The dynamic height is computed by dividing the NAVD 88
 EJ1075.geopotential number by the normal gravity value computed on the
 EJ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1075.degrees latitude (g = 980.6199 gals.).
 EJ1075
 EJ1075.The modeled gravity was interpolated from observed gravity values.
 EJ1075
 EJ1075;                    North         East    Units  Estimated Accuracy
 EJ1075;SPC AR S     -   623,150.      278,210.      MT  (+/- 180 meters Scaled)
 EJ1075
 EJ1075                          SUPERSEDED SURVEY CONTROL
 EJ1075
 EJ1075  NGVD 29 (??/??/92)  183.370  (m)          601.61   (f) ADJ UNCH    2 0
 EJ1075
 EJ1075.Superseded values are not recommended for survey control.
 EJ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1075.See file dsdata.txt to determine how the superseded data were derived.
 EJ1075
 EJ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU698366(NAD 83)
 EJ1075_MARKER: DB = BENCH MARK DISK
 EJ1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1075_STAMPING: J 162 1935
 EJ1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1075+STABILITY: SURFACE MOTION
 EJ1075
 EJ1075  HISTORY     - Date     Condition        Report By
 EJ1075  HISTORY     - 1935     MONUMENTED       CGS
 EJ1075  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1075
 EJ1075                          STATION DESCRIPTION
 EJ1075
 EJ1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1075'2.1 MI N FROM AVANT.
 EJ1075'2.1 MILES NORTH ALONG THE BUCKVILLE-MOUNT TABOR ROAD FROM THE POST
 EJ1075'OFFICE AT AVANT, GARLAND COUNTY, AT THE E.L. MCELRATH FARMHOUSE, 25
 EJ1075'FEET SOUTHWEST OF THE SOUTHWEST CORNER, 20 FEET SOUTHWEST OF A WELL,
 EJ1075'105 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 4.5 FEET NORTH OF
 EJ1075'THE SOUTHWEST CORNER OF THE FRONT-YARD FENCE.  A STANDARD DISK,
 EJ1075'STAMPED J 162 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1075
 EJ1075                          STATION RECOVERY (1998)
 EJ1075
 EJ1075'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1497 ***********************************************************************
 EJ1497  DESIGNATION -  J 163
 EJ1497  PID         -  EJ1497
 EJ1497  STATE/COUNTY-  AR/MONTGOMERY
 EJ1497  USGS QUAD   -  STORY (1986)
 EJ1497
 EJ1497                         *CURRENT SURVEY CONTROL
 EJ1497  ___________________________________________________________________
 EJ1497* NAD 83(1986)-  34 39 03.     (N)    093 31 55.     (W)     SCALED    
 EJ1497* NAVD 88     -       177.495  (meters)     582.33   (feet)  ADJUSTED  
 EJ1497  ___________________________________________________________________
 EJ1497  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 EJ1497  DYNAMIC HT  -         177.316 (meters)     581.74  (feet)  COMP
 EJ1497  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 EJ1497
 EJ1497  VERT ORDER  -  SECOND    CLASS 0
 EJ1497
 EJ1497.The horizontal coordinates were scaled from a topographic map and have
 EJ1497.an estimated accuracy of +/- 6 seconds.
 EJ1497
 EJ1497.The orthometric height was determined by differential leveling
 EJ1497.and adjusted by the National Geodetic Survey in June 1991..
 EJ1497
 EJ1497.The geoid height was determined by GEOID03.
 EJ1497
 EJ1497.The dynamic height is computed by dividing the NAVD 88
 EJ1497.geopotential number by the normal gravity value computed on the
 EJ1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1497.degrees latitude (g = 980.6199 gals.).
 EJ1497
 EJ1497.The modeled gravity was interpolated from observed gravity values.
 EJ1497
 EJ1497;                    North         East    Units  Estimated Accuracy
 EJ1497;SPC AR S     -   621,130.      259,570.      MT  (+/- 180 meters Scaled)
 EJ1497
 EJ1497                          SUPERSEDED SURVEY CONTROL
 EJ1497
 EJ1497  NGVD 29 (??/??/92)  177.445  (m)          582.17   (f) ADJ UNCH    2 0
 EJ1497
 EJ1497.Superseded values are not recommended for survey control.
 EJ1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1497.See file dsdata.txt to determine how the superseded data were derived.
 EJ1497
 EJ1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU512344(NAD 83)
 EJ1497_MARKER: DB = BENCH MARK DISK
 EJ1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1497_STAMPING: J 163 1935
 EJ1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1497+STABILITY: SURFACE MOTION
 EJ1497
 EJ1497  HISTORY     - Date     Condition        Report By
 EJ1497  HISTORY     - 1935     MONUMENTED       CGS
 EJ1497  HISTORY     - 1961     GOOD             NGS
 EJ1497
 EJ1497                          STATION DESCRIPTION
 EJ1497
 EJ1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1497'IN WASHITA.
 EJ1497'AT WASHITA, MONTGOMERY COUNTY, ON STATE HIGHWAY 27, 0.2 MILE SOUTH OF
 EJ1497'A WOODEN BRIDGE OVER SULPHUR CREEK, AT THE PUBLIC SCHOOL, 185 FEET
 EJ1497'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 41.5 FEET EAST
 EJ1497'OF THE CENTER LINE OF THE HIGHWAY, AND 10.3 FEET EAST OF A NORTH-WEST
 EJ1497'FENCE CORNER.  A STANDARD DISK, STAMPED J 163 1935 AND SET IN THE TOP
 EJ1497'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1372 ***********************************************************************
 FF1372  DESIGNATION -  J 164
 FF1372  PID         -  FF1372
 FF1372  STATE/COUNTY-  AR/WHITE
 FF1372  USGS QUAD   -  KENSETT (1994)
 FF1372
 FF1372                         *CURRENT SURVEY CONTROL
 FF1372  ___________________________________________________________________
 FF1372* NAD 83(1986)-  35 12 22.     (N)    091 42 52.     (W)     SCALED    
 FF1372* NAVD 88     -        67.315  (meters)     220.85   (feet)  ADJUSTED  
 FF1372  ___________________________________________________________________
 FF1372  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1372  DYNAMIC HT  -          67.254 (meters)     220.65  (feet)  COMP
 FF1372  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 FF1372
 FF1372  VERT ORDER  -  FIRST     CLASS II
 FF1372
 FF1372.The horizontal coordinates were scaled from a topographic map and have
 FF1372.an estimated accuracy of +/- 6 seconds.
 FF1372
 FF1372.The orthometric height was determined by differential leveling
 FF1372.and adjusted by the National Geodetic Survey in June 1991..
 FF1372
 FF1372.The geoid height was determined by GEOID03.
 FF1372
 FF1372.The dynamic height is computed by dividing the NAVD 88
 FF1372.geopotential number by the normal gravity value computed on the
 FF1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1372.degrees latitude (g = 980.6199 gals.).
 FF1372
 FF1372.The modeled gravity was interpolated from observed gravity values.
 FF1372
 FF1372;                    North         East    Units  Estimated Accuracy
 FF1372;SPC AR N     -    96,870.      426,000.      MT  (+/- 180 meters Scaled)
 FF1372
 FF1372                          SUPERSEDED SURVEY CONTROL
 FF1372
 FF1372  NGVD 29 (??/??/??)   67.277  (m)          220.72   (f) ADJUSTED    1 2
 FF1372
 FF1372.Superseded values are not recommended for survey control.
 FF1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1372.See file dsdata.txt to determine how the superseded data were derived.
 FF1372
 FF1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU170966(NAD 83)
 FF1372_MARKER: DB = BENCH MARK DISK
 FF1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1372_STAMPING: J 164 1955
 FF1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1372+STABILITY: SURFACE MOTION
 FF1372
 FF1372  HISTORY     - Date     Condition        Report By
 FF1372  HISTORY     - 1955     MONUMENTED       CGS
 FF1372  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1372
 FF1372                          STATION DESCRIPTION
 FF1372
 FF1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1372'0.6 MI NW FROM HIGGINSON.
 FF1372'0.55 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1372'RAILROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT HIGGINSON,
 FF1372'0.15 MILE NORTHWEST OF MILEPOST 34, AT A DIRT ROAD CROSSING, 71
 FF1372'FEET NORTHWEST OF A POWER POLE, 67 FEET EAST OF THE CENTER LINE
 FF1372'OF A DIRT ROAD, 44.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 FF1372'SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET
 FF1372'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 FF1372'GROUND.
 FF1372
 FF1372                          STATION RECOVERY (2003)
 FF1372
 FF1372'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1628 ***********************************************************************
 FF1628  DESIGNATION -  J 165
 FF1628  PID         -  FF1628
 FF1628  STATE/COUNTY-  AR/INDEPENDENCE
 FF1628  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1628
 FF1628                         *CURRENT SURVEY CONTROL
 FF1628  ___________________________________________________________________
 FF1628* NAD 83(1997)-  35 48 36.09003(N)    091 36 12.72600(W)     ADJUSTED  
 FF1628* NAVD 88     -       118.360  (meters)     388.32   (feet)  ADJUSTED  
 FF1628  ___________________________________________________________________
 FF1628  X           -    -144,909.735 (meters)                     COMP
 FF1628  Y           -  -5,176,406.106 (meters)                     COMP
 FF1628  Z           -   3,711,170.890 (meters)                     COMP
 FF1628  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FF1628  ELLIP HEIGHT-          90.71  (meters)          (09/24/01) GPS OBS
 FF1628  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FF1628  DYNAMIC HT  -         118.258 (meters)     387.98  (feet)  COMP
 FF1628  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 FF1628
 FF1628  HORZ ORDER  -  FIRST
 FF1628  VERT ORDER  -  SECOND    CLASS 0
 FF1628  ELLP ORDER  -  FOURTH    CLASS II
 FF1628
 FF1628.The horizontal coordinates were established by GPS observations
 FF1628.and adjusted by the National Geodetic Survey in September 1999..
 FF1628
 FF1628.The orthometric height was determined by differential leveling
 FF1628.and adjusted by the National Geodetic Survey in June 1991..
 FF1628
 FF1628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1628
 FF1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1628
 FF1628.The ellipsoidal height was determined by GPS observations
 FF1628.and is referenced to NAD 83.
 FF1628
 FF1628.The geoid height was determined by GEOID03.
 FF1628
 FF1628.The dynamic height is computed by dividing the NAVD 88
 FF1628.geopotential number by the normal gravity value computed on the
 FF1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1628.degrees latitude (g = 980.6199 gals.).
 FF1628
 FF1628.The modeled gravity was interpolated from observed gravity values.
 FF1628
 FF1628;                    North         East     Units Scale Factor Converg.
 FF1628;SPC AR N     -   163,899.630   435,830.170   MT  0.99994367   +0 13 50.5
 FF1628;SPC AR N     -   537,727.37  1,429,886.15   sFT  0.99994367   +0 13 50.5
 FF1628;UTM  15      - 3,963,777.483   626,165.214   MT  0.99979614   +0 49 01.8
 FF1628
 FF1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1628!SPC AR N     -   0.99998576  x   0.99994367  =   0.99992943
 FF1628!UTM  15      -   0.99998576  x   0.99979614  =   0.99978191
 FF1628
 FF1628                          SUPERSEDED SURVEY CONTROL
 FF1628
 FF1628  ELLIP H (09/14/99)   90.73   (m)                       GP(       ) 4 1
 FF1628  NAD 83(1986)-  35 48 36.10130(N)    091 36 12.72723(W) AD(       ) 1
 FF1628  NGVD 29 (??/??/??)  118.291  (m)          388.09   (f) ADJUSTED    2 0
 FF1628
 FF1628.Superseded values are not recommended for survey control.
 FF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1628.See file dsdata.txt to determine how the superseded data were derived.
 FF1628
 FF1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2616563777(NAD 83)
 FF1628_MARKER: DB = BENCH MARK DISK
 FF1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1628_SP_SET: CONCRETE POST
 FF1628_STAMPING: J 165 1955
 FF1628_MARK LOGO: CGS   
 FF1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1628+STABILITY: SURFACE MOTION
 FF1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1628+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 FF1628
 FF1628  HISTORY     - Date     Condition        Report By
 FF1628  HISTORY     - 1955     MONUMENTED       CGS
 FF1628  HISTORY     - 19900319 GOOD             NGS
 FF1628  HISTORY     - 20041210 GOOD             ARHD
 FF1628
 FF1628                          STATION DESCRIPTION
 FF1628
 FF1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1628'4.4 MI NE FROM BATESVILLE.
 FF1628'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1628'AT BATESVILLE, THENCE 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 11,
 FF1628'ON TOP OF A HILL, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FF1628'HIGHWAY, 70 FEET NORTHEAST OF A TELEPHONE POLE, 147 FEET SOUTHWEST
 FF1628'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3 FEET NORTHWEST OF A
 FF1628'FENCE, 3.4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 FF1628'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FF1628
 FF1628                          STATION RECOVERY (1990)
 FF1628
 FF1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1628'STATION IS LOCATED ABOUT 14.9 KM (9.3 MI) SOUTH-SOUTHWEST OF CAVE
 FF1628'CITY, 6.4 KM (4.0 MI) NORTHEAST OF BATESVILLE, AND 5.4 KM (3.4 MI)
 FF1628'NORTHWEST OF MOOREFIELD.  OWNERSHIP--ARKANSAS HIGHWAY AND
 FF1628'TRANSPORTATION DEPARTMENT.
 FF1628'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 167 AND STATE HIGHWAY 69 IN
 FF1628'BATESVILLE.  GO NORTHEAST ON U.S.HIGHWAY 167 FOR 6.42 KM (3.99 MI) TO
 FF1628'THE STATION ON THE RIGHT AT MILE POST 4.
 FF1628'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---J 165 1955---. SET
 FF1628'IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT PROJECTS 38-CM ABOVE
 FF1628'THE GROUND.  IT IS 21.4 M (70.2 FT) NORTHEAST OF UTILITY POLE NUMBER
 FF1628'2182N 50, 16.7 M (54.8 FT) SOUTHEAST OF THE CENTERLINE OF U.S.HIGHWAY
 FF1628'167, 14.7 M (48.2 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 12.4 M
 FF1628'(40.7 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, 7.5 M (24.6 FT)
 FF1628'SOUTHWEST OF UTILITY POLE NUMBER 67 51, 4.7 M (15.4 FT)    WEST OF A
 FF1628'DOUBLE GAS PIPE, AND 0.6 M (2.0 FT) NORTHWEST OF A CARSONITE WITNESS
 FF1628'POST.
 FF1628'DESCRIBED BY E.J.HANSMANN.  CHECKED BY R.D.BALL
 FF1628
 FF1628                          STATION RECOVERY (2004)
 FF1628
 FF1628'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FF1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0611 ***********************************************************************
 GE0611  DESIGNATION -  J 166
 GE0611  PID         -  GE0611
 GE0611  STATE/COUNTY-  AR/SHARP
 GE0611  USGS QUAD   -  STUART (1981)
 GE0611
 GE0611                         *CURRENT SURVEY CONTROL
 GE0611  ___________________________________________________________________
 GE0611* NAD 83(1986)-  36 15 40.     (N)    091 31 50.     (W)     SCALED    
 GE0611* NAVD 88     -       219.493  (meters)     720.12   (feet)  ADJUSTED  
 GE0611  ___________________________________________________________________
 GE0611  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GE0611  DYNAMIC HT  -         219.307 (meters)     719.51  (feet)  COMP
 GE0611  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GE0611
 GE0611  VERT ORDER  -  SECOND    CLASS 0
 GE0611
 GE0611.The horizontal coordinates were scaled from a topographic map and have
 GE0611.an estimated accuracy of +/- 6 seconds.
 GE0611
 GE0611.The orthometric height was determined by differential leveling
 GE0611.and adjusted by the National Geodetic Survey in June 1991..
 GE0611
 GE0611.The geoid height was determined by GEOID03.
 GE0611
 GE0611.The dynamic height is computed by dividing the NAVD 88
 GE0611.geopotential number by the normal gravity value computed on the
 GE0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0611.degrees latitude (g = 980.6199 gals.).
 GE0611
 GE0611.The modeled gravity was interpolated from observed gravity values.
 GE0611
 GE0611;                    North         East    Units  Estimated Accuracy
 GE0611;SPC AR N     -   213,980.      442,190.      MT  (+/- 180 meters Scaled)
 GE0611
 GE0611                          SUPERSEDED SURVEY CONTROL
 GE0611
 GE0611  NGVD 29 (??/??/92)  219.386  (m)          719.77   (f) ADJ UNCH    2 0
 GE0611
 GE0611.Superseded values are not recommended for survey control.
 GE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0611.See file dsdata.txt to determine how the superseded data were derived.
 GE0611
 GE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA320139(NAD 83)
 GE0611_MARKER: DB = BENCH MARK DISK
 GE0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0611_STAMPING: J 166 1955
 GE0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0611+STABILITY: SURFACE MOTION
 GE0611
 GE0611  HISTORY     - Date     Condition        Report By
 GE0611  HISTORY     - 1955     MONUMENTED       CGS
 GE0611  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0611
 GE0611                          STATION DESCRIPTION
 GE0611
 GE0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0611'5.6 MI NE FROM ASH FLAT.
 GE0611'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL AT
 GE0611'ASH FLAT, THENCE 4.75 NORTHEAST ALONG NEW U.S. HIGHWAY 62, 175
 GE0611'FEET WEST OF THE WEST CORNER OF A FARMHOUSE, 65.6 FEET SOUTHEAST
 GE0611'OF THE CENTER LINE OF THE HIGHWAY, 73 FEET SOUTHWEST OF A POWER
 GE0611'POLE, 50 FEET SOUTHWEST OF A 16 INCH OAK TREE, 2.4 FEET SOUTHWEST
 GE0611'OF A WITNESS POST, 0.7 MILE SOUTHWEST OF THE POST OFFICE AT
 GE0611'STUART, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 GE0611'ABOVE THE GROUND.
 GE0611
 GE0611                          STATION RECOVERY (2003)
 GE0611
 GE0611'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0595 ***********************************************************************
 GE0595  DESIGNATION -  J 167
 GE0595  PID         -  GE0595
 GE0595  STATE/COUNTY-  AR/FULTON
 GE0595  USGS QUAD   -  AGNOS (1981)
 GE0595
 GE0595                         *CURRENT SURVEY CONTROL
 GE0595  ___________________________________________________________________
 GE0595* NAD 83(1986)-  36 15 42.     (N)    091 38 02.     (W)     SCALED    
 GE0595* NAVD 88     -       225.844  (meters)     740.96   (feet)  ADJUSTED  
 GE0595  ___________________________________________________________________
 GE0595  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0595  DYNAMIC HT  -         225.653 (meters)     740.33  (feet)  COMP
 GE0595  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GE0595
 GE0595  VERT ORDER  -  SECOND    CLASS 0
 GE0595
 GE0595.The horizontal coordinates were scaled from a topographic map and have
 GE0595.an estimated accuracy of +/- 6 seconds.
 GE0595
 GE0595.The orthometric height was determined by differential leveling
 GE0595.and adjusted by the National Geodetic Survey in June 1991..
 GE0595
 GE0595.The geoid height was determined by GEOID03.
 GE0595
 GE0595.The dynamic height is computed by dividing the NAVD 88
 GE0595.geopotential number by the normal gravity value computed on the
 GE0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0595.degrees latitude (g = 980.6199 gals.).
 GE0595
 GE0595.The modeled gravity was interpolated from observed gravity values.
 GE0595
 GE0595;                    North         East    Units  Estimated Accuracy
 GE0595;SPC AR N     -   214,000.      432,900.      MT  (+/- 180 meters Scaled)
 GE0595
 GE0595                          SUPERSEDED SURVEY CONTROL
 GE0595
 GE0595  NGVD 29 (??/??/92)  225.735  (m)          740.60   (f) ADJ UNCH    2 0
 GE0595
 GE0595.Superseded values are not recommended for survey control.
 GE0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0595.See file dsdata.txt to determine how the superseded data were derived.
 GE0595
 GE0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA227138(NAD 83)
 GE0595_MARKER: DB = BENCH MARK DISK
 GE0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0595_SP_SET: CULVERT
 GE0595_STAMPING: J 167 1955
 GE0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0595
 GE0595  HISTORY     - Date     Condition        Report By
 GE0595  HISTORY     - 1955     MONUMENTED       CGS
 GE0595
 GE0595                          STATION DESCRIPTION
 GE0595
 GE0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0595'3.7 MI NW FROM ASH FLAT.
 GE0595'IN FULTON COUNTY, 3.7 MILES NORTHWEST OF ASH FLAT, SHARP COUNTY.
 GE0595'THIS BENCH MARK MAY BE REACHED FROM THE HIGH SCHOOL BY GOING
 GE0595'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11, THENCE 2.8 MILES
 GE0595'NORTHWEST ALONG U.S. HIGHWAY 62.  IT IS 120 FEET WEST OF THE
 GE0595'SOUTHWEST CORNER OF A WHITE FARMHOUSE, AT A CONCRETE CULVERT
 GE0595'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTHEAST
 GE0595'HEADWALL, AND 27 FEET NORTHEAST OF THE CENTER LINE OF THE
 GE0595'HIGHWAY.  A STANDARD DISK, STAMPED J 167 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1198 ***********************************************************************
 EH1198  DESIGNATION -  J 168
 EH1198  PID         -  EH1198
 EH1198  STATE/COUNTY-  AR/MONROE
 EH1198  USGS QUAD   -  ROE (1968)
 EH1198
 EH1198                         *CURRENT SURVEY CONTROL
 EH1198  ___________________________________________________________________
 EH1198* NAD 83(1986)-  34 39 05.     (N)    091 23 36.     (W)     SCALED    
 EH1198* NAVD 88     -        64.778  (meters)     212.53   (feet)  ADJUSTED  
 EH1198  ___________________________________________________________________
 EH1198  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH1198  DYNAMIC HT  -          64.716 (meters)     212.32  (feet)  COMP
 EH1198  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 EH1198
 EH1198  VERT ORDER  -  FIRST     CLASS II
 EH1198
 EH1198.The horizontal coordinates were scaled from a topographic map and have
 EH1198.an estimated accuracy of +/- 6 seconds.
 EH1198
 EH1198.The orthometric height was determined by differential leveling
 EH1198.and adjusted by the National Geodetic Survey in June 1991..
 EH1198
 EH1198.The geoid height was determined by GEOID03.
 EH1198
 EH1198.The dynamic height is computed by dividing the NAVD 88
 EH1198.geopotential number by the normal gravity value computed on the
 EH1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1198.degrees latitude (g = 980.6199 gals.).
 EH1198
 EH1198.The modeled gravity was interpolated from observed gravity values.
 EH1198
 EH1198;                    North         East    Units  Estimated Accuracy
 EH1198;SPC AR S     -   620,300.      455,610.      MT  (+/- 180 meters Scaled)
 EH1198
 EH1198                          SUPERSEDED SURVEY CONTROL
 EH1198
 EH1198  NGVD 29 (??/??/??)   64.802  (m)          212.60   (f) ADJUSTED    1 2
 EH1198
 EH1198.Superseded values are not recommended for survey control.
 EH1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1198.See file dsdata.txt to determine how the superseded data were derived.
 EH1198
 EH1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU472355(NAD 83)
 EH1198_MARKER: DB = BENCH MARK DISK
 EH1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1198_STAMPING: J 168 1955
 EH1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1198+STABILITY: SURFACE MOTION
 EH1198
 EH1198  HISTORY     - Date     Condition        Report By
 EH1198  HISTORY     - 1955     MONUMENTED       CGS
 EH1198  HISTORY     - 20030422 MARK NOT FOUND   USACE
 EH1198
 EH1198                          STATION DESCRIPTION
 EH1198
 EH1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1198'2.0 MI N FROM ROE.
 EH1198'ABOUT 1.5 MILES NORTHEAST AND NORTH ALONG U.S. HIGHWAY 79 FROM THE
 EH1198'MAIN CROSSROADS AT ROE, THENCE ABOUT 0.5 MILE WEST ALONG A GRAVEL
 EH1198'ROAD, AT A CROSSROAD AND AT THE NORTHEAST CORNER ENTRANCE TO CLARENDON
 EH1198'AIRPORT, 75 FEET SOUTH OF CENTER LINE OF EAST-WEST GRAVEL ROAD, 73
 EH1198'FEET WEST OF CENTER LINE OF NORTH-SOUTH ROAD, 2 FEET SOUTHEAST OF
 EH1198'NORTHEAST FENCE CORNER OF AIRPORT, ABOUT LEVEL WITH ROADS AND SET IN
 EH1198'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EH1198
 EH1198                          STATION RECOVERY (2003)
 EH1198
 EH1198'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1167 ***********************************************************************
 EH1167  DESIGNATION -  J 169
 EH1167  PID         -  EH1167
 EH1167  STATE/COUNTY-  AR/ST FRANCIS
 EH1167  USGS QUAD   -  WHEATLEY (1971)
 EH1167
 EH1167                         *CURRENT SURVEY CONTROL
 EH1167  ___________________________________________________________________
 EH1167* NAD 83(1986)-  34 55 33.     (N)    091 03 45.     (W)     SCALED    
 EH1167* NAVD 88     -        62.953  (meters)     206.54   (feet)  ADJUSTED  
 EH1167  ___________________________________________________________________
 EH1167  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1167  DYNAMIC HT  -          62.896 (meters)     206.35  (feet)  COMP
 EH1167  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 EH1167
 EH1167  VERT ORDER  -  FIRST     CLASS II
 EH1167
 EH1167.The horizontal coordinates were scaled from a topographic map and have
 EH1167.an estimated accuracy of +/- 6 seconds.
 EH1167
 EH1167.The orthometric height was determined by differential leveling
 EH1167.and adjusted by the National Geodetic Survey in June 1991..
 EH1167
 EH1167.The geoid height was determined by GEOID03.
 EH1167
 EH1167.The dynamic height is computed by dividing the NAVD 88
 EH1167.geopotential number by the normal gravity value computed on the
 EH1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1167.degrees latitude (g = 980.6199 gals.).
 EH1167
 EH1167.The modeled gravity was interpolated from observed gravity values.
 EH1167
 EH1167;                    North         East    Units  Estimated Accuracy
 EH1167;SPC AR N     -    66,140.      485,660.      MT  (+/- 180 meters Scaled)
 EH1167
 EH1167                          SUPERSEDED SURVEY CONTROL
 EH1167
 EH1167  NGVD 29 (??/??/??)   62.956  (m)          206.55   (f) ADJUSTED    1 2
 EH1167
 EH1167.Superseded values are not recommended for survey control.
 EH1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1167.See file dsdata.txt to determine how the superseded data were derived.
 EH1167
 EH1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU769665(NAD 83)
 EH1167_MARKER: DB = BENCH MARK DISK
 EH1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1167_SP_SET: CULVERT
 EH1167_STAMPING: J 169 1955
 EH1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1167+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 EH1167
 EH1167  HISTORY     - Date     Condition        Report By
 EH1167  HISTORY     - 1955     MONUMENTED       CGS
 EH1167  HISTORY     - 20030421 GOOD             USACE
 EH1167
 EH1167                          STATION DESCRIPTION
 EH1167
 EH1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1167'3.05 MI NE FROM WHEATLEY.
 EH1167'ABOUT 3.05 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1167'RAILROAD FROM THE STATION AT WHEATLEY, ABOUT 0.45 MILE SOUTHWEST OF
 EH1167'MILE POST 61, ABOUT 110 YARDS NORTHEAST OF A ROAD CROSSING, 124 1/2
 EH1167'FEET SOUTHEAST OF SOUTHEAST RAIL, 21 1/2 FEET NORTHWEST OF CENTER LINE
 EH1167'OF U.S. HIGHWAY 70, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 EH1167'HEAD WALL OF A 15-FOOT CONCRETE CULVERT WITH PARTITIONS UNDER HIGHWAY,
 EH1167'ABOUT 4 FEET BELOW LEVEL OF TRACK AND ABOUT LEVEL WITH HIGHWAY.
 EH1167
 EH1167                          STATION RECOVERY (2003)
 EH1167
 EH1167'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0539 ***********************************************************************
 GE0539  DESIGNATION -  J 17
 GE0539  PID         -  GE0539
 GE0539  STATE/COUNTY-  AR/IZARD
 GE0539  USGS QUAD   -  OXFORD (1984)
 GE0539
 GE0539                         *CURRENT SURVEY CONTROL
 GE0539  ___________________________________________________________________
 GE0539* NAD 83(1986)-  36 08 44.     (N)    091 55 40.     (W)     SCALED    
 GE0539* NAVD 88     -       191.957  (meters)     629.78   (feet)  ADJUSTED  
 GE0539  ___________________________________________________________________
 GE0539  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GE0539  DYNAMIC HT  -         191.794 (meters)     629.24  (feet)  COMP
 GE0539  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 GE0539
 GE0539  VERT ORDER  -  SECOND    CLASS 0
 GE0539
 GE0539.The horizontal coordinates were scaled from a topographic map and have
 GE0539.an estimated accuracy of +/- 6 seconds.
 GE0539
 GE0539.The orthometric height was determined by differential leveling
 GE0539.and adjusted by the National Geodetic Survey in June 1991..
 GE0539
 GE0539.The geoid height was determined by GEOID03.
 GE0539
 GE0539.The dynamic height is computed by dividing the NAVD 88
 GE0539.geopotential number by the normal gravity value computed on the
 GE0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0539.degrees latitude (g = 980.6199 gals.).
 GE0539
 GE0539.The modeled gravity was interpolated from observed gravity values.
 GE0539
 GE0539;                    North         East    Units  Estimated Accuracy
 GE0539;SPC AR N     -   201,060.      406,500.      MT  (+/- 180 meters Scaled)
 GE0539
 GE0539                          SUPERSEDED SURVEY CONTROL
 GE0539
 GE0539  NGVD 29 (??/??/92)  191.851  (m)          629.43   (f) ADJ UNCH    2 0
 GE0539
 GE0539.Superseded values are not recommended for survey control.
 GE0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0539.See file dsdata.txt to determine how the superseded data were derived.
 GE0539
 GE0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA964006(NAD 83)
 GE0539_MARKER: DB = BENCH MARK DISK
 GE0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0539_STAMPING: 629.431 J 17 1932
 GE0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0539+STABILITY: SURFACE MOTION
 GE0539
 GE0539  HISTORY     - Date     Condition        Report By
 GE0539  HISTORY     - 1932     MONUMENTED       CGS
 GE0539  HISTORY     - 1935     GOOD             NGS
 GE0539  HISTORY     - 1979     MARK NOT FOUND   USGS
 GE0539  HISTORY     - 20051011 MARK NOT FOUND   ARHD
 GE0539
 GE0539                          STATION DESCRIPTION
 GE0539
 GE0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0539'AT BROCKWELL.
 GE0539'AT BROCKWELL, IZARD COUNTY, AT THE Y FORMED BY STATE HIGHWAYS 9
 GE0539'AND 56, 187 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 9,
 GE0539'92 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 56, AT THE
 GE0539'NORTHEAST CORNER OF THE G.A. BROCKWELL FRONT YARD, 30 FEET
 GE0539'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, AND 1 FOOT EAST
 GE0539'OF THE FENCE.  A STANDARD DISK, STAMPED 629.431 J 17 1932 AND
 GE0539'SET IN THE TOP OF A CONCRETE POST.
 GE0539
 GE0539                          STATION RECOVERY (1935)
 GE0539
 GE0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0539'RECOVERED IN GOOD CONDITION.
 GE0539
 GE0539                          STATION RECOVERY (1979)
 GE0539
 GE0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GE0539'THE OLD RESIDENCE OF G.A. BROCKWELL NO LONGER EXISTS. A NEWER HOME IS
 GE0539'NEAR THE SAME SITE.
 GE0539
 GE0539                          STATION RECOVERY (2005)
 GE0539
 GE0539'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GE0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1453 ***********************************************************************
 DK1453  DESIGNATION -  J 17 1
 DK1453  PID         -  DK1453
 DK1453  STATE/COUNTY-  AR/LINCOLN
 DK1453  USGS QUAD   -  AVERY (1964)
 DK1453
 DK1453                         *CURRENT SURVEY CONTROL
 DK1453  ___________________________________________________________________
 DK1453* NAD 83(1986)-  33 57 35.     (N)    091 44 31.     (W)     SCALED    
 DK1453* NAVD 88     -        54.334  (meters)     178.26   (feet)  ADJUSTED  
 DK1453  ___________________________________________________________________
 DK1453  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DK1453  DYNAMIC HT  -          54.279 (meters)     178.08  (feet)  COMP
 DK1453  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 DK1453
 DK1453  VERT ORDER  -  SECOND    CLASS 0
 DK1453
 DK1453.The horizontal coordinates were scaled from a topographic map and have
 DK1453.an estimated accuracy of +/- 6 seconds.
 DK1453
 DK1453.The orthometric height was determined by differential leveling
 DK1453.and adjusted by the National Geodetic Survey in June 1991..
 DK1453
 DK1453.The geoid height was determined by GEOID03.
 DK1453
 DK1453.The dynamic height is computed by dividing the NAVD 88
 DK1453.geopotential number by the normal gravity value computed on the
 DK1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1453.degrees latitude (g = 980.6199 gals.).
 DK1453
 DK1453.The modeled gravity was interpolated from observed gravity values.
 DK1453
 DK1453;                    North         East    Units  Estimated Accuracy
 DK1453;SPC AR S     -   543,450.      423,850.      MT  (+/- 180 meters Scaled)
 DK1453
 DK1453                          SUPERSEDED SURVEY CONTROL
 DK1453
 DK1453  NGVD 29 (??/??/??)   54.420  (m)          178.54   (f) ADJUSTED    2 0
 DK1453
 DK1453.Superseded values are not recommended for survey control.
 DK1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1453.See file dsdata.txt to determine how the superseded data were derived.
 DK1453
 DK1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT162584(NAD 83)
 DK1453_MARKER: P = PIPE CAP
 DK1453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1453_STAMPING: J-17-1
 DK1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1453
 DK1453  HISTORY     - Date     Condition        Report By
 DK1453  HISTORY     - UNK      MONUMENTED       DOD
 DK1453  HISTORY     - 1935     GOOD             CGS
 DK1453  HISTORY     - 1963     POOR             USGS
 DK1453
 DK1453                          STATION DESCRIPTION
 DK1453
 DK1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1453'6.3 MI E FROM STAR CITY.
 DK1453'6.3 MI. E. ALONG ARKANSAS R.R. FROM STAR CITY STATION 0.5 MI. W. OF
 DK1453'BROCKMANS GENERAL STORE AT MERONEY.  NEAR W. END OF A GROUP OF OAK
 DK1453'TREES.  50 FT. S. OF CENTER LINE OF HWY. NO. 11.  25 FT. N. OF CENTER
 DK1453'LINE OF R.R.  10 FT. S.E. OF 30 IN. OAK TREE.  NOTE-- THE MARK IS
 DK1453'LEANING ABOUT 10 DEGREES EAST.
 DK1453
 DK1453                          STATION RECOVERY (1963)
 DK1453
 DK1453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DK1453'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0624 ***********************************************************************
 FF0624  DESIGNATION -  J 170
 FF0624  PID         -  FF0624
 FF0624  STATE/COUNTY-  AR/ST FRANCIS
 FF0624  USGS QUAD   -  MADISON (1993)
 FF0624
 FF0624                         *CURRENT SURVEY CONTROL
 FF0624  ___________________________________________________________________
 FF0624* NAD 83(1986)-  35 02 52.     (N)    090 38 18.     (W)     SCALED    
 FF0624* NAVD 88     -        61.199  (meters)     200.78   (feet)  ADJUSTED  
 FF0624  ___________________________________________________________________
 FF0624  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FF0624  DYNAMIC HT  -          61.144 (meters)     200.60  (feet)  COMP
 FF0624  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 FF0624
 FF0624  VERT ORDER  -  FIRST     CLASS II
 FF0624
 FF0624.The horizontal coordinates were scaled from a topographic map and have
 FF0624.an estimated accuracy of +/- 6 seconds.
 FF0624
 FF0624.The orthometric height was determined by differential leveling
 FF0624.and adjusted by the National Geodetic Survey in June 1991..
 FF0624
 FF0624.The geoid height was determined by GEOID03.
 FF0624
 FF0624.The dynamic height is computed by dividing the NAVD 88
 FF0624.geopotential number by the normal gravity value computed on the
 FF0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0624.degrees latitude (g = 980.6199 gals.).
 FF0624
 FF0624.The modeled gravity was interpolated from observed gravity values.
 FF0624
 FF0624;                    North         East    Units  Estimated Accuracy
 FF0624;SPC AR N     -    80,120.      524,230.      MT  (+/- 180 meters Scaled)
 FF0624
 FF0624                          SUPERSEDED SURVEY CONTROL
 FF0624
 FF0624  NGVD 29 (??/??/??)   61.182  (m)          200.73   (f) ADJUSTED    1 2
 FF0624
 FF0624.Superseded values are not recommended for survey control.
 FF0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0624.See file dsdata.txt to determine how the superseded data were derived.
 FF0624
 FF0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU154808(NAD 83)
 FF0624_MARKER: DB = BENCH MARK DISK
 FF0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0624_STAMPING: J 170 1955
 FF0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0624+STABILITY: SURFACE MOTION
 FF0624
 FF0624  HISTORY     - Date     Condition        Report By
 FF0624  HISTORY     - 1955     MONUMENTED       CGS
 FF0624  HISTORY     - 20030514 MARK NOT FOUND   USACE
 FF0624
 FF0624                          STATION DESCRIPTION
 FF0624
 FF0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0624'3.2 MI NE FROM WIDENER.
 FF0624'ABOUT 3.15 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0624'PACIFIC RAILROAD FROM THE CROSSING OF STATE HIGHWAYS 38 AND 50
 FF0624'AT WIDENER, ABOUT 0.35 MILE SOUTHWEST OF MILE POLE 35, ABOUT 455
 FF0624'YARDS SOUTHWEST OF SOUTHWEST END OF TRESTLE NO 351, 71 FEET SOUTHEAST
 FF0624'OF SOUTHEAST RAIL, 65 FEET SOUTH OF THE 15TH TELEPHONE POLE
 FF0624'SOUTHWEST OF MILE POLE 35, 89 FEET SOUTH OF SOUTH CORNER OF
 FF0624'CONCRETE BASE OF BLOCK SIGNAL NO. 354, 40 FEET NORTHEAST OF A
 FF0624'40-INCH OAK TREE WHICH IS ON RAILROAD RIGHT-OF-WAY, 2.3 FEET
 FF0624'WEST OF A CONCRETE FENCE POST IN FENCE LINE, 2 FEET NORTHEAST
 FF0624'OF A WHITE WOODEN WITNESS POST, ABOUT 12 FEET BELOW LEVEL OF
 FF0624'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0624
 FF0624                          STATION RECOVERY (2003)
 FF0624
 FF0624'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0815 ***********************************************************************
 EH0815  DESIGNATION -  J 171
 EH0815  PID         -  EH0815
 EH0815  STATE/COUNTY-  AR/PHILLIPS
 EH0815  USGS QUAD   -  MARVELL (1971)
 EH0815
 EH0815                         *CURRENT SURVEY CONTROL
 EH0815  ___________________________________________________________________
 EH0815* NAD 83(1986)-  34 33 40.     (N)    090 57 13.     (W)     SCALED    
 EH0815* NAVD 88     -        56.513  (meters)     185.41   (feet)  ADJUSTED  
 EH0815  ___________________________________________________________________
 EH0815  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0815  DYNAMIC HT  -          56.459 (meters)     185.23  (feet)  COMP
 EH0815  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 EH0815
 EH0815  VERT ORDER  -  FIRST     CLASS II
 EH0815
 EH0815.The horizontal coordinates were scaled from a topographic map and have
 EH0815.an estimated accuracy of +/- 6 seconds.
 EH0815
 EH0815.The orthometric height was determined by differential leveling
 EH0815.and adjusted by the National Geodetic Survey in August 1993..
 EH0815
 EH0815.The geoid height was determined by GEOID03.
 EH0815
 EH0815.The dynamic height is computed by dividing the NAVD 88
 EH0815.geopotential number by the normal gravity value computed on the
 EH0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0815.degrees latitude (g = 980.6199 gals.).
 EH0815
 EH0815.The modeled gravity was interpolated from observed gravity values.
 EH0815
 EH0815;                    North         East    Units  Estimated Accuracy
 EH0815;SPC AR S     -   610,610.      496,030.      MT  (+/- 180 meters Scaled)
 EH0815
 EH0815                          SUPERSEDED SURVEY CONTROL
 EH0815
 EH0815  NAVD 88 (06/15/91)   56.513  (m)          185.41   (f) UNKNOWN     1 2
 EH0815  NGVD 29 (??/??/??)   56.545  (m)          185.51   (f) ADJUSTED    1 2
 EH0815
 EH0815.Superseded values are not recommended for survey control.
 EH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0815.See file dsdata.txt to determine how the superseded data were derived.
 EH0815
 EH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU877262(NAD 83)
 EH0815_MARKER: DB = BENCH MARK DISK
 EH0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0815_STAMPING: J 171 1956
 EH0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0815+STABILITY: SURFACE MOTION
 EH0815
 EH0815  HISTORY     - Date     Condition        Report By
 EH0815  HISTORY     - 1956     MONUMENTED       CGS
 EH0815  HISTORY     - 1976     GOOD             NGS
 EH0815
 EH0815                          STATION DESCRIPTION
 EH0815
 EH0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0815'2.25 MI W FROM MARVELL.
 EH0815'ABOUT 2.25 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0815'STATION AT MARVELL, ABOUT 0.4 MILE WEST OF MILE POLE 340, 28 FEET
 EH0815'NORTH OF NORTH RAIL, 274 FEET EAST-NORTHEAST OF CENTER OF CROSSING OF
 EH0815'A DIRT ROAD, 76 FEET NORTHWEST AND ACROSS TRACK FROM MILEAGE POLE NO.
 EH0815'340/10, 3 1/2 FEET EAST OF TELEPHONE POLE NO. 909, 133 1/2 FEET
 EH0815'SOUTHEAST OF SOUTHEAST CORNER OF A FARM HOUSE, 1 FOOT BELOW LEVEL OF
 EH0815'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EH0815
 EH0815                          STATION RECOVERY (1976)
 EH0815
 EH0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0864 ***********************************************************************
 EH0864  DESIGNATION -  J 172
 EH0864  PID         -  EH0864
 EH0864  STATE/COUNTY-  AR/LEE
 EH0864  USGS QUAD   -  AUBREY (1971)
 EH0864
 EH0864                         *CURRENT SURVEY CONTROL
 EH0864  ___________________________________________________________________
 EH0864* NAD 83(1986)-  34 41 06.     (N)    090 53 29.     (W)     SCALED    
 EH0864* NAVD 88     -        59.699  (meters)     195.86   (feet)  ADJUSTED  
 EH0864  ___________________________________________________________________
 EH0864  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0864  DYNAMIC HT  -          59.643 (meters)     195.68  (feet)  COMP
 EH0864  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 EH0864
 EH0864  VERT ORDER  -  FIRST     CLASS II
 EH0864
 EH0864.The horizontal coordinates were scaled from a topographic map and have
 EH0864.an estimated accuracy of +/- 6 seconds.
 EH0864
 EH0864.The orthometric height was determined by differential leveling
 EH0864.and adjusted by the National Geodetic Survey in June 1991..
 EH0864
 EH0864.The geoid height was determined by GEOID03.
 EH0864
 EH0864.The dynamic height is computed by dividing the NAVD 88
 EH0864.geopotential number by the normal gravity value computed on the
 EH0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0864.degrees latitude (g = 980.6199 gals.).
 EH0864
 EH0864.The modeled gravity was interpolated from observed gravity values.
 EH0864
 EH0864;                    North         East    Units  Estimated Accuracy
 EH0864;SPC AR S     -   624,410.      501,590.      MT  (+/- 180 meters Scaled)
 EH0864
 EH0864                          SUPERSEDED SURVEY CONTROL
 EH0864
 EH0864  NGVD 29 (??/??/??)   59.714  (m)          195.91   (f) ADJUSTED    1 2
 EH0864
 EH0864.Superseded values are not recommended for survey control.
 EH0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0864.See file dsdata.txt to determine how the superseded data were derived.
 EH0864
 EH0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU931401(NAD 83)
 EH0864_MARKER: DB = BENCH MARK DISK
 EH0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0864_STAMPING: J 172 1956
 EH0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0864+STABILITY: SURFACE MOTION
 EH0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0864+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0864
 EH0864  HISTORY     - Date     Condition        Report By
 EH0864  HISTORY     - 1956     MONUMENTED       CGS
 EH0864  HISTORY     - 20030402 GOOD             USACE
 EH0864
 EH0864                          STATION DESCRIPTION
 EH0864
 EH0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0864'2.55 MI S FROM AUBREY.
 EH0864'ABOUT 2.55 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE
 EH0864'SCHOOL AT AUBREY, ABOUT 0.35 MILE SOUTHEAST OF A BRIDGE OVER SPRING
 EH0864'CREEK, ON THE OUTSIDE OF A CURVE IN HIGHWAY WITH TANGENTS EXTENDING
 EH0864'SOUTH AND NORTHWEST AND AT JUNCTION OF A DIRT ROAD LEADING NORTH, 104
 EH0864'FEET EAST-NORTHEAST OF CENTER LINE OF HIGHWAY, 110 FEET EAST-NORTHEAST
 EH0864'OF CENTER OF JUNCTION OF HIGHWAY AND DIRT ROAD, 22 1/2 FEET EAST OF
 EH0864'CENTER LINE OF DIRT ROAD NORTH, 3 FEET NORTHWEST OF A FENCE CORNER, 1
 EH0864'1/2 FEET WEST OF A FENCE LINE, 73 1/2 FEET NORTHEAST OF A POWER AND
 EH0864'TELEPHONE POLE WITH A BRANCH LINE SOUTHEAST TO A HOUSE WITH
 EH0864'PERMA-STONE SIDING, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 EH0864'3 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRTETE POST
 EH0864'PROJECTING 2 INCHES.
 EH0864
 EH0864                          STATION RECOVERY (2003)
 EH0864
 EH0864'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0208 ***********************************************************************
 FF0208  DESIGNATION -  J 173
 FF0208  PID         -  FF0208
 FF0208  STATE/COUNTY-  AR/CRITTENDEN
 FF0208  USGS QUAD   -  CHATFIELD (1992)
 FF0208
 FF0208                         *CURRENT SURVEY CONTROL
 FF0208  ___________________________________________________________________
 FF0208* NAD 83(1986)-  35 05 20.     (N)    090 24 04.     (W)     SCALED    
 FF0208* NAVD 88     -        61.424  (meters)     201.52   (feet)  ADJUSTED  
 FF0208  ___________________________________________________________________
 FF0208  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF0208  DYNAMIC HT  -          61.369 (meters)     201.34  (feet)  COMP
 FF0208  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 FF0208
 FF0208  VERT ORDER  -  FIRST     CLASS II
 FF0208
 FF0208.The horizontal coordinates were scaled from a topographic map and have
 FF0208.an estimated accuracy of +/- 6 seconds.
 FF0208
 FF0208.The orthometric height was determined by differential leveling
 FF0208.and adjusted by the National Geodetic Survey in June 1991..
 FF0208
 FF0208.The geoid height was determined by GEOID03.
 FF0208
 FF0208.The dynamic height is computed by dividing the NAVD 88
 FF0208.geopotential number by the normal gravity value computed on the
 FF0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0208.degrees latitude (g = 980.6199 gals.).
 FF0208
 FF0208.The modeled gravity was interpolated from observed gravity values.
 FF0208
 FF0208;                    North         East    Units  Estimated Accuracy
 FF0208;SPC AR N     -    85,010.      545,790.      MT  (+/- 180 meters Scaled)
 FF0208
 FF0208                          SUPERSEDED SURVEY CONTROL
 FF0208
 FF0208  NGVD 29 (??/??/??)   61.402  (m)          201.45   (f) ADJUSTED    1 2
 FF0208
 FF0208.Superseded values are not recommended for survey control.
 FF0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0208.See file dsdata.txt to determine how the superseded data were derived.
 FF0208
 FF0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU369859(NAD 83)
 FF0208_MARKER: DB = BENCH MARK DISK
 FF0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0208_STAMPING: J 173 1956
 FF0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0208+STABILITY: SURFACE MOTION
 FF0208
 FF0208  HISTORY     - Date     Condition        Report By
 FF0208  HISTORY     - 1956     MONUMENTED       CGS
 FF0208  HISTORY     - 20030326 MARK NOT FOUND   USACE
 FF0208
 FF0208                          STATION DESCRIPTION
 FF0208
 FF0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0208'5.4 MI NE FROM HETH.
 FF0208'5.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0208'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND THE FLAG
 FF0208'STATION AT HETH, ABOUT 5.35 MILES WEST OF THE STATION SIGN AND
 FF0208'ROAD CROSSING AT EDMONDSON, CRITTENDEN COUNTY, AT A NORTH-SOUTH
 FF0208'ROAD CROSSING AND AT THE ST. FRANCIS-CRITTENDEN COUNTY LINE, 31
 FF0208'FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 26 FEET EAST OF
 FF0208'CENTER LINE OF GRAVEL ROAD SOUTH, 2 FEET EAST OF MILEAGE POLE
 FF0208'NO. 21/18, 88 FEET NORTH AND ACROSS A GRAVEL ROAD PARALLELING
 FF0208'THE TRACK FROM A CONCRETE POST MARKED FAS 821, ABOUT 7 FEET
 FF0208'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0208'PROJECTING 3 INCHES.
 FF0208
 FF0208                          STATION RECOVERY (2003)
 FF0208
 FF0208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0115 ***********************************************************************
 FF0115  DESIGNATION -  J 174
 FF0115  PID         -  FF0115
 FF0115  STATE/COUNTY-  AR/POINSETT
 FF0115  USGS QUAD   -  TYRONZA (1974)
 FF0115
 FF0115                         *CURRENT SURVEY CONTROL
 FF0115  ___________________________________________________________________
 FF0115* NAD 83(1986)-  35 27 19.     (N)    090 18 55.     (W)     SCALED    
 FF0115* NAVD 88     -        67.026  (meters)     219.90   (feet)  ADJUSTED  
 FF0115  ___________________________________________________________________
 FF0115  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF0115  DYNAMIC HT  -          66.967 (meters)     219.71  (feet)  COMP
 FF0115  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 FF0115
 FF0115  VERT ORDER  -  FIRST     CLASS II
 FF0115
 FF0115.The horizontal coordinates were scaled from a topographic map and have
 FF0115.an estimated accuracy of +/- 6 seconds.
 FF0115
 FF0115.The orthometric height was determined by differential leveling
 FF0115.and adjusted by the National Geodetic Survey in June 1991..
 FF0115
 FF0115.The geoid height was determined by GEOID03.
 FF0115
 FF0115.The dynamic height is computed by dividing the NAVD 88
 FF0115.geopotential number by the normal gravity value computed on the
 FF0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0115.degrees latitude (g = 980.6199 gals.).
 FF0115
 FF0115.The modeled gravity was interpolated from observed gravity values.
 FF0115
 FF0115;                    North         East    Units  Estimated Accuracy
 FF0115;SPC AR N     -   125,780.      552,920.      MT  (+/- 180 meters Scaled)
 FF0115
 FF0115                          SUPERSEDED SURVEY CONTROL
 FF0115
 FF0115  NGVD 29 (??/??/??)   66.966  (m)          219.70   (f) ADJUSTED    1 2
 FF0115
 FF0115.Superseded values are not recommended for survey control.
 FF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0115.See file dsdata.txt to determine how the superseded data were derived.
 FF0115
 FF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV436268(NAD 83)
 FF0115_MARKER: DB = BENCH MARK DISK
 FF0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0115_STAMPING: J 174 1956
 FF0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0115+STABILITY: SURFACE MOTION
 FF0115
 FF0115  HISTORY     - Date     Condition        Report By
 FF0115  HISTORY     - 1956     MONUMENTED       CGS
 FF0115  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0115  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0115
 FF0115                          STATION DESCRIPTION
 FF0115
 FF0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0115'3.7 MI SE FROM TYRONZA.
 FF0115'3.7 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0115'FROM THE STATION AT TYRONZA, ABOUT 115 YARDS NORTHWEST OF SWITCH
 FF0115'STAND AT THE NORTHWEST END OF DECK SIDING, SOUTHWEST AND ACROSS
 FF0115'TRACK FROM MILEAGE TELEPHONE POLE NO. 455/20, 38 FEET SOUTHWEST
 FF0115'OF SOUTHWEST RAIL, 34 FEET NORTHEAST OF CENTER LINE OF U.S.
 FF0115'HIGHWAY 63, 4 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT IN LINE
 FF0115'WITH THE PROLONGED PROPERTY LINE BETWEEN AN ASBESTOS SIDING
 FF0115'HOUSE AND TEAGUE GROCERY (BOTH ON SOUTHWEST SIDE OF HIGHWAY AND
 FF0115'THE STORE IS NORTHWEST OF HOUSE), ABOUT 3 FEET BELOW LEVEL OF
 FF0115'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0115
 FF0115                          STATION RECOVERY (1974)
 FF0115
 FF0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0115'MARK NOT FOUND.
 FF0115
 FF0115                          STATION RECOVERY (1992)
 FF0115
 FF0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0115'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0522 ***********************************************************************
 FF0522  DESIGNATION -  J 175
 FF0522  PID         -  FF0522
 FF0522  STATE/COUNTY-  AR/CROSS
 FF0522  USGS QUAD   -  WYNNE (1992)
 FF0522
 FF0522                         *CURRENT SURVEY CONTROL
 FF0522  ___________________________________________________________________
 FF0522* NAD 83(1986)-  35 09 26.     (N)    090 48 25.     (W)     SCALED    
 FF0522* NAVD 88     -        77.507  (meters)     254.29   (feet)  ADJUSTED  
 FF0522  ___________________________________________________________________
 FF0522  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 FF0522  DYNAMIC HT  -          77.437 (meters)     254.06  (feet)  COMP
 FF0522  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 FF0522
 FF0522  VERT ORDER  -  FIRST     CLASS II
 FF0522
 FF0522.The horizontal coordinates were scaled from a topographic map and have
 FF0522.an estimated accuracy of +/- 6 seconds.
 FF0522
 FF0522.The orthometric height was determined by differential leveling
 FF0522.and adjusted by the National Geodetic Survey in June 1991..
 FF0522
 FF0522.The geoid height was determined by GEOID03.
 FF0522
 FF0522.The dynamic height is computed by dividing the NAVD 88
 FF0522.geopotential number by the normal gravity value computed on the
 FF0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0522.degrees latitude (g = 980.6199 gals.).
 FF0522
 FF0522.The modeled gravity was interpolated from observed gravity values.
 FF0522
 FF0522;                    North         East    Units  Estimated Accuracy
 FF0522;SPC AR N     -    92,060.      508,700.      MT  (+/- 180 meters Scaled)
 FF0522
 FF0522                          SUPERSEDED SURVEY CONTROL
 FF0522
 FF0522  NGVD 29 (??/??/??)   77.477  (m)          254.19   (f) ADJUSTED    1 2
 FF0522
 FF0522.Superseded values are not recommended for survey control.
 FF0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0522.See file dsdata.txt to determine how the superseded data were derived.
 FF0522
 FF0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU997926(NAD 83)
 FF0522_MARKER: DB = BENCH MARK DISK
 FF0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0522_SP_SET: BRIDGE ABUTMENT
 FF0522_STAMPING: J 175 1956
 FF0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0522+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 FF0522
 FF0522  HISTORY     - Date     Condition        Report By
 FF0522  HISTORY     - 1956     MONUMENTED       CGS
 FF0522  HISTORY     - 20030602 GOOD             USACE
 FF0522
 FF0522                          STATION DESCRIPTION
 FF0522
 FF0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0522'1.7 MI N FROM COLT.
 FF0522'ABOUT 1.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0522'THE ROAD CROSSING AT COLT, ABOUT 0.65 MILE NORTH OF THE ST.
 FF0522'FRANCIS-COLT COUNTY LINE, NEAR TELEPHONE POLE NO. 285/02, ABOUT
 FF0522'30 YARDS SOUTH OF SWITCH STAND AT THE SOUTH END OF Q SIDING, IN
 FF0522'THE TOP OF WEST END OF THE NORTH CONCRETE ABUTMENT OF 90-FOOT
 FF0522'BRIDGE NO. 285.1 OVER A CREEK, 5 1/2 FEET WEST OF WEST RAIL AND
 FF0522'ABOUT 1/4 FOOT BELOW LEVEL OF TRACK.
 FF0522
 FF0522                          STATION RECOVERY (2003)
 FF0522
 FF0522'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0842 ***********************************************************************
 EH0842  DESIGNATION -  J 176
 EH0842  PID         -  EH0842
 EH0842  STATE/COUNTY-  AR/LEE
 EH0842  USGS QUAD   -  MORO (1984)
 EH0842
 EH0842                         *CURRENT SURVEY CONTROL
 EH0842  ___________________________________________________________________
 EH0842* NAD 83(1997)-  34 50 14.67047(N)    090 59 46.66426(W)     ADJUSTED  
 EH0842* NAVD 88     -        60.452  (meters)     198.33   (feet)  ADJUSTED  
 EH0842  ___________________________________________________________________
 EH0842  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 EH0842  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH0842  DYNAMIC HT  -          60.397 (meters)     198.15  (feet)  COMP
 EH0842  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 EH0842
 EH0842  HORZ ORDER  -  SECOND
 EH0842  VERT ORDER  -  FIRST     CLASS II
 EH0842
 EH0842.The horizontal coordinates were established by classical geodetic methods
 EH0842.and adjusted by the National Geodetic Survey in September 1999..
 EH0842
 EH0842.The orthometric height was determined by differential leveling
 EH0842.and adjusted by the National Geodetic Survey in June 1991..
 EH0842
 EH0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0842
 EH0842.The geoid height was determined by GEOID03.
 EH0842
 EH0842.The dynamic height is computed by dividing the NAVD 88
 EH0842.geopotential number by the normal gravity value computed on the
 EH0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0842.degrees latitude (g = 980.6199 gals.).
 EH0842
 EH0842.The modeled gravity was interpolated from observed gravity values.
 EH0842
 EH0842;                    North         East     Units Scale Factor Converg.
 EH0842;SPC AR S     -   641,221.902   491,807.257   MT  1.00001654   +0 33 42.4
 EH0842;SPC AR S     - 2,103,742.19  1,613,537.64   sFT  1.00001654   +0 33 42.4
 EH0842;SPC AR N     -    56,391.521   491,807.477   MT  1.00002024   +0 35 02.6
 EH0842;SPC AR N     -   185,011.18  1,613,538.36   sFT  1.00002024   +0 35 02.6
 EH0842;UTM  15      - 3,856,843.039   683,215.356   MT  1.00001374   +1 08 41.8
 EH0842
 EH0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0842!SPC AR S     -   0.99999473  x   1.00001654  =   1.00001127
 EH0842!SPC AR N     -   0.99999473  x   1.00002024  =   1.00001497
 EH0842!UTM  15      -   0.99999473  x   1.00001374  =   1.00000847
 EH0842
 EH0842                          SUPERSEDED SURVEY CONTROL
 EH0842
 EH0842  NAD 83(1997)-  34 50 14.67635(N)    090 59 46.66123(W) AD(       ) 2
 EH0842  NAD 83(1986)-  34 50 14.67828(N)    090 59 46.66150(W) AD(       ) 2
 EH0842  NAD 27      -  34 50 14.33306(N)    090 59 46.23362(W) AD(       ) 2
 EH0842  NGVD 29 (??/??/??)   60.458  (m)          198.35   (f) ADJUSTED    1 2
 EH0842
 EH0842.Superseded values are not recommended for survey control.
 EH0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0842.See file dsdata.txt to determine how the superseded data were derived.
 EH0842
 EH0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8321556843(NAD 83)
 EH0842_MARKER: DB = BENCH MARK DISK
 EH0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0842_STAMPING: J 176 1955
 EH0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0842+STABILITY: SURFACE MOTION
 EH0842
 EH0842  HISTORY     - Date     Condition        Report By
 EH0842  HISTORY     - 1955     MONUMENTED       CGS
 EH0842  HISTORY     - 1965     GOOD             CGS
 EH0842  HISTORY     - 20030331 POOR             USACE
 EH0842
 EH0842                          STATION DESCRIPTION
 EH0842
 EH0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0842'3.05 MI NW FROM MORO.
 EH0842'ABOUT 3.05 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH0842'AT MORO, ABOUT 0.2 MILE NORTH OF A POWER TRANSFORMER STATION, AT A
 EH0842'CURVE IN HIGHWAY WITH TANGENTS EXTENDING NORTHWEST AND SOUTH AND
 EH0842'JUNCTION OF A ROAD NORTH, 139 FEET EAST-NORTHEAST AND ACROSS ROAD
 EH0842'NORTH FROM CENTER LINE OF HIGHWAY, 329 FEET NORTH-NORTHEAST OF CENTER
 EH0842'OF JUNCTION OF HIGHWAY AND GRAVEL ROAD NORTH, 38 FEET EAST OF CENTER
 EH0842'LINE OF ROAD NORTH, 63 FEET NORTHWEST AND ACROSS A DRIVE FROM THE
 EH0842'NORTHWEST CORNER OF A FRAME HOUSE, 20 FEET NORTH OF  CENTER LINE OF
 EH0842'DRIVE, 13 FEET SOUTH OF A POWER POLE ON LINE TO HOUSE, 4 1/2 FEET EAST
 EH0842'OF A FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 EH0842'FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 EH0842'PROJECTING 1 INCH.
 EH0842
 EH0842                          STATION RECOVERY (1965)
 EH0842
 EH0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 EH0842'SEE STATION BIG CREEK
 EH0842
 EH0842                          STATION RECOVERY (2003)
 EH0842
 EH0842'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0842'MARK IS LEANING AND NOW LOCATED IN SLOPE OF SMALL DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1292 ***********************************************************************
 FF1292  DESIGNATION -  J 177
 FF1292  PID         -  FF1292
 FF1292  STATE/COUNTY-  AR/WOODRUFF
 FF1292  USGS QUAD   -  HUNTER EAST (1993)
 FF1292
 FF1292                         *CURRENT SURVEY CONTROL
 FF1292  ___________________________________________________________________
 FF1292* NAD 83(1986)-  35 01 01.     (N)    091 06 59.     (W)     SCALED    
 FF1292* NAVD 88     -        62.905  (meters)     206.38   (feet)  ADJUSTED  
 FF1292  ___________________________________________________________________
 FF1292  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 FF1292  DYNAMIC HT  -          62.848 (meters)     206.19  (feet)  COMP
 FF1292  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 FF1292
 FF1292  VERT ORDER  -  FIRST     CLASS II
 FF1292
 FF1292.The horizontal coordinates were scaled from a topographic map and have
 FF1292.an estimated accuracy of +/- 6 seconds.
 FF1292
 FF1292.The orthometric height was determined by differential leveling
 FF1292.and adjusted by the National Geodetic Survey in June 1991..
 FF1292
 FF1292.The geoid height was determined by GEOID03.
 FF1292
 FF1292.The dynamic height is computed by dividing the NAVD 88
 FF1292.geopotential number by the normal gravity value computed on the
 FF1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1292.degrees latitude (g = 980.6199 gals.).
 FF1292
 FF1292.The modeled gravity was interpolated from observed gravity values.
 FF1292
 FF1292;                    North         East    Units  Estimated Accuracy
 FF1292;SPC AR N     -    76,200.      480,640.      MT  (+/- 180 meters Scaled)
 FF1292
 FF1292                          SUPERSEDED SURVEY CONTROL
 FF1292
 FF1292  NGVD 29 (??/??/??)   62.892  (m)          206.34   (f) ADJUSTED    1 2
 FF1292
 FF1292.Superseded values are not recommended for survey control.
 FF1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1292.See file dsdata.txt to determine how the superseded data were derived.
 FF1292
 FF1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718765(NAD 83)
 FF1292_MARKER: DB = BENCH MARK DISK
 FF1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1292_STAMPING: J 177 1955
 FF1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1292+STABILITY: SURFACE MOTION
 FF1292
 FF1292  HISTORY     - Date     Condition        Report By
 FF1292  HISTORY     - 1955     MONUMENTED       CGS
 FF1292  HISTORY     - 20030529 POOR             USACE
 FF1292
 FF1292                          STATION DESCRIPTION
 FF1292
 FF1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1292'2.6 MI S FROM HUNTER.
 FF1292'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT HUNTER,
 FF1292'THENCE ABOUT 2.45 MILES SOUTH ALONG A GRAVEL AND DIRT ROAD, ABOUT
 FF1292'1.05 MILE NORTH OF THE ST. FRANCIS-WOODRUFF COUNTY LINE, AT THE
 FF1292'JUNCTION OF A ROAD WEST, 33 FEET WEST OF CENTER LINE OF ROAD, 134
 FF1292'FEET NORTHWEST OF CENTER OF JUNCTION OF ROADS, 130 FEET NORTH
 FF1292'OF CENTER LINE OF ROAD WEST, 81 FEET SOUTH OF A POWER POLE WITH
 FF1292'A TRANSFORMER, 47 FEET SOUTHEAST OF SOUTHEAST CORNER OF A FARM
 FF1292'HOUSE, 2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET NORTH OF A
 FF1292'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD
 FF1292'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF1292
 FF1292                          STATION RECOVERY (2003)
 FF1292
 FF1292'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1292'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0861 ***********************************************************************
 EH0861  DESIGNATION -  J 178
 EH0861  PID         -  EH0861
 EH0861  STATE/COUNTY-  AR/LEE
 EH0861  USGS QUAD   -  AUBREY (1971)
 EH0861
 EH0861                         *CURRENT SURVEY CONTROL
 EH0861  ___________________________________________________________________
 EH0861* NAD 83(1986)-  34 41 30.     (N)    090 53 58.     (W)     SCALED    
 EH0861* NAVD 88     -        59.400  (meters)     194.88   (feet)  ADJUSTED  
 EH0861  ___________________________________________________________________
 EH0861  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH0861  DYNAMIC HT  -          59.345 (meters)     194.70  (feet)  COMP
 EH0861  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 EH0861
 EH0861  VERT ORDER  -  FIRST     CLASS II
 EH0861
 EH0861.The horizontal coordinates were scaled from a topographic map and have
 EH0861.an estimated accuracy of +/- 6 seconds.
 EH0861
 EH0861.The orthometric height was determined by differential leveling
 EH0861.and adjusted by the National Geodetic Survey in June 1991..
 EH0861
 EH0861.The geoid height was determined by GEOID03.
 EH0861
 EH0861.The dynamic height is computed by dividing the NAVD 88
 EH0861.geopotential number by the normal gravity value computed on the
 EH0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0861.degrees latitude (g = 980.6199 gals.).
 EH0861
 EH0861.The modeled gravity was interpolated from observed gravity values.
 EH0861
 EH0861;                    North         East    Units  Estimated Accuracy
 EH0861;SPC AR S     -   625,150.      500,840.      MT  (+/- 180 meters Scaled)
 EH0861
 EH0861                          SUPERSEDED SURVEY CONTROL
 EH0861
 EH0861  NGVD 29 (??/??/??)   59.415  (m)          194.93   (f) ADJUSTED    1 2
 EH0861
 EH0861.Superseded values are not recommended for survey control.
 EH0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0861.See file dsdata.txt to determine how the superseded data were derived.
 EH0861
 EH0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU924408(NAD 83)
 EH0861_MARKER: DB = BENCH MARK DISK
 EH0861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0861_SP_SET: 50 FT.
 EH0861_STAMPING: J 178 1956
 EH0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0861
 EH0861  HISTORY     - Date     Condition        Report By
 EH0861  HISTORY     - 1956     MONUMENTED       CGS
 EH0861  HISTORY     - 20030402 MARK NOT FOUND   USACE
 EH0861
 EH0861                          STATION DESCRIPTION
 EH0861
 EH0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0861'1.9 MI S FROM AUBREY.
 EH0861'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 121 FROM THE SCHOOL AT
 EH0861'AUBREY, ABOUT 0.8 MILE SOUTH OF ANTOICH MISSIONARY BAPTIST CHURCH,
 EH0861'ABOUT 0.3 MILE NORTHWEST OF A BRIDGE OVER SPRING CREEK, 83 FEET
 EH0861'NORTHEAST OF CENTER LINE OF HIGHWAY, 174 FEET NORTH-NORTHEAST AND
 EH0861'ACROSS HIGHWAY FROM BM H 178, 35 FEET WEST-NORTHWEST OF WEST CORNER OF
 EH0861'A TENANT HOUSE, 48 FEET NORTH-NORTHEAST OF A LONE 48-INCH OAK TREE, 1
 EH0861'FOOT NORTHEAST OF A LAWN FENCE AND INSIDE LAWN OF TENANT HOUSE, 7 FEET
 EH0861'SOUTHEAST OF WEST CORNER OF LAWN FENCE, ABOUT LEVEL WITH HIGHWAY AND
 EH0861'IS A DISK SET ON TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH
 EH0861'GROUND AND SURROUNDED BY A 4-INCH TILE.  THE ROD IS DRIVEN TO A DEPTH
 EH0861'OF 50-FEET IN  GROUND.
 EH0861
 EH0861                          STATION RECOVERY (2003)
 EH0861
 EH0861'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0001 ***********************************************************************
 FF0001  DESIGNATION -  J 179
 FF0001  PID         -  FF0001
 FF0001  STATE/COUNTY-  AR/POINSETT
 FF0001  USGS QUAD   -  HATCHIE COON (1983)
 FF0001
 FF0001                         *CURRENT SURVEY CONTROL
 FF0001  ___________________________________________________________________
 FF0001* NAD 83(1986)-  35 38 58.     (N)    090 29 33.     (W)     SCALED    
 FF0001* NAVD 88     -        66.700  (meters)     218.83   (feet)  ADJUSTED  
 FF0001  ___________________________________________________________________
 FF0001  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FF0001  DYNAMIC HT  -          66.642 (meters)     218.64  (feet)  COMP
 FF0001  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 FF0001
 FF0001  VERT ORDER  -  FIRST     CLASS II
 FF0001
 FF0001.The horizontal coordinates were scaled from a topographic map and have
 FF0001.an estimated accuracy of +/- 6 seconds.
 FF0001
 FF0001.The orthometric height was determined by differential leveling
 FF0001.and adjusted by the National Geodetic Survey in June 1991..
 FF0001
 FF0001.The geoid height was determined by GEOID03.
 FF0001
 FF0001.The dynamic height is computed by dividing the NAVD 88
 FF0001.geopotential number by the normal gravity value computed on the
 FF0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0001.degrees latitude (g = 980.6199 gals.).
 FF0001
 FF0001.The modeled gravity was interpolated from observed gravity values.
 FF0001
 FF0001;                    North         East    Units  Estimated Accuracy
 FF0001;SPC AR N     -   147,060.      536,510.      MT  (+/- 180 meters Scaled)
 FF0001
 FF0001                          SUPERSEDED SURVEY CONTROL
 FF0001
 FF0001  NGVD 29 (??/??/??)   66.622  (m)          218.58   (f) ADJUSTED    1 2
 FF0001
 FF0001.Superseded values are not recommended for survey control.
 FF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0001.See file dsdata.txt to determine how the superseded data were derived.
 FF0001
 FF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV270479(NAD 83)
 FF0001_MARKER: DB = BENCH MARK DISK
 FF0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0001_STAMPING: J 179 1956
 FF0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0001+STABILITY: SURFACE MOTION
 FF0001
 FF0001  HISTORY     - Date     Condition        Report By
 FF0001  HISTORY     - 1956     MONUMENTED       CGS
 FF0001  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0001
 FF0001                          STATION DESCRIPTION
 FF0001
 FF0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0001'2 MI SE FROM TRUMANN.
 FF0001'ABOUT 1.95 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0001'RAILWAY FROM THE STATION AT TRUMANN, ACROSS TRACK FROM TELEPHONE
 FF0001'POLE NO. 438/19, 59 3/4 FEET SOUTHWEST OF SOUTHWEST RAIL, 74 FEET
 FF0001'NORTHWEST OF TELEPHONE POLE NO. 2324, 63 FEET SOUTH OF TELEPHONE POLE
 FF0001'NO. 2323, 25 FEET NORTHEAST OF NORTHEAST EDGE OF A CULTIVATED FIELD
 FF0001'AND ON TOP OF A SLIGHT MOUND, ABOUT 12 FEET BELOW LEVEL OF TRACK
 FF0001'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0001
 FF0001                          STATION RECOVERY (1978)
 FF0001
 FF0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0027 ***********************************************************************
 FG0027  DESIGNATION -  J 18
 FG0027  PID         -  FG0027
 FG0027  STATE/COUNTY-  AR/VAN BUREN
 FG0027  USGS QUAD   -  SHIRLEY (1981)
 FG0027
 FG0027                         *CURRENT SURVEY CONTROL
 FG0027  ___________________________________________________________________
 FG0027* NAD 83(1986)-  35 39 32.     (N)    092 18 46.     (W)     SCALED    
 FG0027* NAVD 88     -       208.745  (meters)     684.86   (feet)  ADJUSTED  
 FG0027  ___________________________________________________________________
 FG0027  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FG0027  DYNAMIC HT  -         208.556 (meters)     684.24  (feet)  COMP
 FG0027  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 FG0027
 FG0027  VERT ORDER  -  SECOND    CLASS 0
 FG0027
 FG0027.The horizontal coordinates were scaled from a topographic map and have
 FG0027.an estimated accuracy of +/- 6 seconds.
 FG0027
 FG0027.The orthometric height was determined by differential leveling
 FG0027.and adjusted by the National Geodetic Survey in June 1991..
 FG0027
 FG0027.The geoid height was determined by GEOID03.
 FG0027
 FG0027.The dynamic height is computed by dividing the NAVD 88
 FG0027.geopotential number by the normal gravity value computed on the
 FG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0027.degrees latitude (g = 980.6199 gals.).
 FG0027
 FG0027.The modeled gravity was interpolated from observed gravity values.
 FG0027
 FG0027;                    North         East    Units  Estimated Accuracy
 FG0027;SPC AR N     -   147,100.      371,680.      MT  (+/- 180 meters Scaled)
 FG0027
 FG0027                          SUPERSEDED SURVEY CONTROL
 FG0027
 FG0027  NGVD 29 (??/??/92)  208.658  (m)          684.57   (f) ADJ UNCH    2 0
 FG0027
 FG0027.Superseded values are not recommended for survey control.
 FG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0027.See file dsdata.txt to determine how the superseded data were derived.
 FG0027
 FG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV622463(NAD 83)
 FG0027_MARKER: DB = BENCH MARK DISK
 FG0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0027_SP_SET: BUILDING
 FG0027_STAMPING: J-18 1932
 FG0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0027
 FG0027  HISTORY     - Date     Condition        Report By
 FG0027  HISTORY     - 1932     MONUMENTED       CGS
 FG0027  HISTORY     - 1934     GOOD             NGS
 FG0027  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG0027
 FG0027                          STATION DESCRIPTION
 FG0027
 FG0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0027'IN SHIRLEY.
 FG0027'AT SHIRLEY, MARK SET IN SOUTHEAST CORNER OF SHIRLEY SCHOOL YARD. ABOUT
 FG0027'175 FEET SOUTH OF SOUTH CORNER OF BRICK SCHOOL HOUSE.  51.8 FEET WEST
 FG0027'OF CENTERLINE OF STATE HWY. NO. 9. 28.9 FEET EAST OF 16-INCH OAK TREE.
 FG0027
 FG0027                          STATION RECOVERY (1972)
 FG0027
 FG0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1413 ***********************************************************************
 DK1413  DESIGNATION -  J 18 5
 DK1413  PID         -  DK1413
 DK1413  STATE/COUNTY-  AR/DREW
 DK1413  USGS QUAD   -  COLLINS (1960)
 DK1413
 DK1413                         *CURRENT SURVEY CONTROL
 DK1413  ___________________________________________________________________
 DK1413* NAD 83(1986)-  33 31 52.     (N)    091 33 55.     (W)     SCALED    
 DK1413* NAVD 88     -        51.249  (meters)     168.14   (feet)  ADJUSTED  
 DK1413  ___________________________________________________________________
 DK1413  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DK1413  DYNAMIC HT  -          51.197 (meters)     167.97  (feet)  COMP
 DK1413  MODELED GRAV-     979,608.9   (mgal)                       NAVD 88
 DK1413
 DK1413  VERT ORDER  -  SECOND    CLASS 0
 DK1413
 DK1413.The horizontal coordinates were scaled from a topographic map and have
 DK1413.an estimated accuracy of +/- 6 seconds.
 DK1413
 DK1413.The orthometric height was determined by differential leveling
 DK1413.and adjusted by the National Geodetic Survey in June 1991..
 DK1413
 DK1413.The geoid height was determined by GEOID03.
 DK1413
 DK1413.The dynamic height is computed by dividing the NAVD 88
 DK1413.geopotential number by the normal gravity value computed on the
 DK1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1413.degrees latitude (g = 980.6199 gals.).
 DK1413
 DK1413.The modeled gravity was interpolated from observed gravity values.
 DK1413
 DK1413;                    North         East    Units  Estimated Accuracy
 DK1413;SPC AR S     -   495,960.      440,380.      MT  (+/- 180 meters Scaled)
 DK1413
 DK1413                          SUPERSEDED SURVEY CONTROL
 DK1413
 DK1413  NGVD 29 (??/??/??)   51.360  (m)          168.50   (f) ADJUSTED    2 0
 DK1413
 DK1413.Superseded values are not recommended for survey control.
 DK1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1413.See file dsdata.txt to determine how the superseded data were derived.
 DK1413
 DK1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT332110(NAD 83)
 DK1413_MARKER: DD = SURVEY DISK
 DK1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1413_STAMPING: J 18 5 1934
 DK1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1413+STABILITY: SURFACE MOTION
 DK1413
 DK1413  HISTORY     - Date     Condition        Report By
 DK1413  HISTORY     - 1934     MONUMENTED       DOD
 DK1413  HISTORY     - 1935     GOOD             CGS
 DK1413
 DK1413                          STATION DESCRIPTION
 DK1413
 DK1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1413'IN COLLINS.
 DK1413'AT COLLINS, DREW COUNTY, 113 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 DK1413'OF THE MISSOURI PACIFIC RAILROAD STATION, AT MILEPOST 430+5, 90 YARDS
 DK1413'SOUTH OF THE CENTERLINE OF THE TRACK, 75 FEET NORTH OF THE CENTERLINE
 DK1413'OF STATE HIGHWAY 35, AND 25 FEET EAST OF THE CENTERLINE OF A
 DK1413'NORTH-AND-SOUTH DIRT ROAD.  A STANDARD DISK, STAMPED J 18 5 1934 AND
 DK1413'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1415 ***********************************************************************
 DK1415  DESIGNATION -  J 18 6
 DK1415  PID         -  DK1415
 DK1415  STATE/COUNTY-  AR/DREW
 DK1415  USGS QUAD   -  COLLINS (1960)
 DK1415
 DK1415                         *CURRENT SURVEY CONTROL
 DK1415  ___________________________________________________________________
 DK1415* NAD 83(1986)-  33 31 58.     (N)    091 34 05.     (W)     SCALED    
 DK1415* NAVD 88     -        50.985  (meters)     167.27   (feet)  ADJUSTED  
 DK1415  ___________________________________________________________________
 DK1415  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DK1415  DYNAMIC HT  -          50.932 (meters)     167.10  (feet)  COMP
 DK1415  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 DK1415
 DK1415  VERT ORDER  -  SECOND    CLASS 0
 DK1415
 DK1415.The horizontal coordinates were scaled from a topographic map and have
 DK1415.an estimated accuracy of +/- 6 seconds.
 DK1415
 DK1415.The orthometric height was determined by differential leveling
 DK1415.and adjusted by the National Geodetic Survey in June 1991..
 DK1415
 DK1415.The geoid height was determined by GEOID03.
 DK1415
 DK1415.The dynamic height is computed by dividing the NAVD 88
 DK1415.geopotential number by the normal gravity value computed on the
 DK1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1415.degrees latitude (g = 980.6199 gals.).
 DK1415
 DK1415.The modeled gravity was interpolated from observed gravity values.
 DK1415
 DK1415;                    North         East    Units  Estimated Accuracy
 DK1415;SPC AR S     -   496,150.      440,120.      MT  (+/- 180 meters Scaled)
 DK1415
 DK1415                          SUPERSEDED SURVEY CONTROL
 DK1415
 DK1415  NGVD 29 (??/??/??)   51.095  (m)          167.63   (f) ADJUSTED    2 0
 DK1415
 DK1415.Superseded values are not recommended for survey control.
 DK1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1415.See file dsdata.txt to determine how the superseded data were derived.
 DK1415
 DK1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT329112(NAD 83)
 DK1415_MARKER: DD = SURVEY DISK
 DK1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1415_STAMPING: J 18 6
 DK1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1415+STABILITY: SURFACE MOTION
 DK1415
 DK1415  HISTORY     - Date     Condition        Report By
 DK1415  HISTORY     - UNK      MONUMENTED       DOD
 DK1415  HISTORY     - 1935     GOOD             CGS
 DK1415
 DK1415                          STATION DESCRIPTION
 DK1415
 DK1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1415'IN COLLINS.
 DK1415'AT COLLINS, DREW COUNTY, 0.1 MILE WEST OF THE MISSOURI PACIFIC
 DK1415'RAILROAD STATION, 58 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AND 3
 DK1415'FEET SOUTH OF THE SOUTHWEST CORNER OF A CHURCH.  A STANDARD DISK,
 DK1415'STAMPED J 18 6 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0732 ***********************************************************************
 FF0732  DESIGNATION -  J 180
 FF0732  PID         -  FF0732
 FF0732  STATE/COUNTY-  AR/CRAIGHEAD
 FF0732  USGS QUAD   -  JONESBORO (1983)
 FF0732
 FF0732                         *CURRENT SURVEY CONTROL
 FF0732  ___________________________________________________________________
 FF0732* NAD 83(1986)-  35 50 38.     (N)    090 42 45.     (W)     SCALED    
 FF0732* NAVD 88     -        91.846  (meters)     301.33   (feet)  ADJUSTED  
 FF0732  ___________________________________________________________________
 FF0732  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF0732  DYNAMIC HT  -          91.768 (meters)     301.08  (feet)  COMP
 FF0732  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 FF0732
 FF0732  VERT ORDER  -  FIRST     CLASS II
 FF0732
 FF0732.The horizontal coordinates were scaled from a topographic map and have
 FF0732.an estimated accuracy of +/- 6 seconds.
 FF0732
 FF0732.The orthometric height was determined by differential leveling
 FF0732.and adjusted by the National Geodetic Survey in January 1995..
 FF0732
 FF0732.The geoid height was determined by GEOID03.
 FF0732
 FF0732.The dynamic height is computed by dividing the NAVD 88
 FF0732.geopotential number by the normal gravity value computed on the
 FF0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0732.degrees latitude (g = 980.6199 gals.).
 FF0732
 FF0732.The modeled gravity was interpolated from observed gravity values.
 FF0732
 FF0732;                    North         East    Units  Estimated Accuracy
 FF0732;SPC AR N     -   168,350.      516,310.      MT  (+/- 180 meters Scaled)
 FF0732
 FF0732                          SUPERSEDED SURVEY CONTROL
 FF0732
 FF0732  NAVD 88 (06/15/91)   91.839  (m)          301.31   (f) UNKNOWN     1 2
 FF0732  NGVD 29 (10/05/93)   91.763  (m)          301.06   (f) ADJUSTED    1 2
 FF0732
 FF0732.Superseded values are not recommended for survey control.
 FF0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0732.See file dsdata.txt to determine how the superseded data were derived.
 FF0732
 FF0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065690(NAD 83)
 FF0732_MARKER: DB = BENCH MARK DISK
 FF0732_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FF0732_SP_SET: FOOTING
 FF0732_STAMPING: J 180 1956
 FF0732_MARK LOGO: CGS   
 FF0732_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0732+STABILITY: SURFACE MOTION
 FF0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0732+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1992
 FF0732
 FF0732  HISTORY     - Date     Condition        Report By
 FF0732  HISTORY     - 1956     MONUMENTED       CGS
 FF0732  HISTORY     - 19920322 GOOD             NGS
 FF0732  HISTORY     - 20020816 MARK NOT FOUND   USACE
 FF0732
 FF0732                          STATION DESCRIPTION
 FF0732
 FF0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0732'AT JONESBORO.
 FF0732'AT JONESBORO, ABOUT 0.4 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0732'RAILWAY FROM THE STATION, AT CROSSING OF CULBERHOUSE STREET, IN
 FF0732'THE TOP OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF NORTHWEST
 FF0732'LEG OF WATER TOWER OF JONESBORO COMPRESS COMPANY, ABOUT 83 YARDS
 FF0732'SOUTH OF CENTER OF CROSSING OF MAIN TRACK AND CULBERHOUSE STREET,
 FF0732'114 FEET NORTH OF NORTH RAIL OF NORTH TRACK OF THE ST.
 FF0732'LOUIS-SOUTHWESTERN RAILWAY, 71 FEET WEST OF CENTER LINE OF
 FF0732'CULVERHOUSE STREET AND ABOUT 1 FOOT ABOVE GROUND.
 FF0732
 FF0732                          STATION RECOVERY (1992)
 FF0732
 FF0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0732'IN JONESBORO, AT THE INTERSECTION OF CULBERHOUSE STREET AND THE
 FF0732'BURLINGTON NORTHERN RAILROAD, IN THE WEST CORNER OF THE CONCRETE
 FF0732'FOOTING FOR THE NORTHWEST LEG OF A CITY WATER TANK, 29.3 M (96.1 FT)
 FF0732'NORTHEAST OF THE NEAR RAIL, 20.4 M (66.9 FT) NORTHWEST OF THE STREET
 FF0732'CENTER, AND FLUSH WITH THE GROUND SURFACE.
 FF0732
 FF0732                          STATION RECOVERY (2002)
 FF0732
 FF0732'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0732'MARK ASSUMED UNDER GRAVEL FOR ENTRANCE TO RICELAND LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1193 ***********************************************************************
 FF1193  DESIGNATION -  J 181
 FF1193  PID         -  FF1193
 FF1193  STATE/COUNTY-  AR/CROSS
 FF1193  USGS QUAD   -  TILTON (1980)
 FF1193
 FF1193                         *CURRENT SURVEY CONTROL
 FF1193  ___________________________________________________________________
 FF1193* NAD 83(1986)-  35 22 20.     (N)    091 00 10.     (W)     SCALED    
 FF1193* NAVD 88     -        69.025  (meters)     226.46   (feet)  ADJUSTED  
 FF1193  ___________________________________________________________________
 FF1193  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1193  DYNAMIC HT  -          68.964 (meters)     226.26  (feet)  COMP
 FF1193  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 FF1193
 FF1193  VERT ORDER  -  FIRST     CLASS II
 FF1193
 FF1193.The horizontal coordinates were scaled from a topographic map and have
 FF1193.an estimated accuracy of +/- 6 seconds.
 FF1193
 FF1193.The orthometric height was determined by differential leveling
 FF1193.and adjusted by the National Geodetic Survey in June 1991..
 FF1193
 FF1193.The geoid height was determined by GEOID03.
 FF1193
 FF1193.The dynamic height is computed by dividing the NAVD 88
 FF1193.geopotential number by the normal gravity value computed on the
 FF1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1193.degrees latitude (g = 980.6199 gals.).
 FF1193
 FF1193.The modeled gravity was interpolated from observed gravity values.
 FF1193
 FF1193;                    North         East    Units  Estimated Accuracy
 FF1193;SPC AR N     -   115,720.      490,610.      MT  (+/- 180 meters Scaled)
 FF1193
 FF1193                          SUPERSEDED SURVEY CONTROL
 FF1193
 FF1193  NGVD 29 (??/??/??)   68.980  (m)          226.31   (f) ADJUSTED    1 2
 FF1193
 FF1193.Superseded values are not recommended for survey control.
 FF1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1193.See file dsdata.txt to determine how the superseded data were derived.
 FF1193
 FF1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV814161(NAD 83)
 FF1193_MARKER: DB = BENCH MARK DISK
 FF1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1193_STAMPING: J 181 1956
 FF1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1193+STABILITY: SURFACE MOTION
 FF1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1193+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 FF1193
 FF1193  HISTORY     - Date     Condition        Report By
 FF1193  HISTORY     - 1956     MONUMENTED       CGS
 FF1193  HISTORY     - 20030612 GOOD             USACE
 FF1193
 FF1193                          STATION DESCRIPTION
 FF1193
 FF1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1193'2 MI S FROM HICKORY RIDGE.
 FF1193'2.0 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 FF1193'STATION AT HICKORY RIDGE, ACROSS STATE HIGHWAY 39 FROM A POINT
 FF1193'BETWEEN TELEPHONE POLES NO. 163/17 AND 163/18, ABOUT 130 FEET EAST
 FF1193'AND ACROSS HIGHWAY FROM THE TRACK, 54 FEET EAST OF CENTER LINE
 FF1193'OF HIGHWAY 39, 1 FOOT WEST OF A FENCE LINE, 43 1/2 FEET NORTH OF
 FF1193'CENTER LINE OF A DRIVE EAST TO A BARN, 14 1/2 FEET SOUTH OF A POWER
 FF1193'POLE WITH A BRANCH LINE EAST, 86 FEET EAST-SOUTHEAST AND ACROSS
 FF1193'HIGHWAY FROM CABLE TELEPHONE POLE NO. 431, ABOUT 3 FEET BELOW LEVEL
 FF1193'OF TRACK, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FF1193'POST PROJECTING 3 INCHES.
 FF1193
 FF1193                          STATION RECOVERY (2003)
 FF1193
 FF1193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0800 ***********************************************************************
 FF0800  DESIGNATION -  J 182
 FF0800  PID         -  FF0800
 FF0800  STATE/COUNTY-  AR/POINSETT
 FF0800  USGS QUAD   -  HARRISBURG (1983)
 FF0800
 FF0800                         *CURRENT SURVEY CONTROL
 FF0800  ___________________________________________________________________
 FF0800* NAD 83(1986)-  35 30 57.     (N)    090 43 36.     (W)     SCALED    
 FF0800* NAVD 88     -        84.951  (meters)     278.71   (feet)  ADJUSTED  
 FF0800  ___________________________________________________________________
 FF0800  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF0800  DYNAMIC HT  -          84.877 (meters)     278.47  (feet)  COMP
 FF0800  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FF0800
 FF0800  VERT ORDER  -  FIRST     CLASS II
 FF0800
 FF0800.The horizontal coordinates were scaled from a topographic map and have
 FF0800.an estimated accuracy of +/- 6 seconds.
 FF0800
 FF0800.The orthometric height was determined by differential leveling
 FF0800.and adjusted by the National Geodetic Survey in June 1991..
 FF0800
 FF0800.The geoid height was determined by GEOID03.
 FF0800
 FF0800.The dynamic height is computed by dividing the NAVD 88
 FF0800.geopotential number by the normal gravity value computed on the
 FF0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0800.degrees latitude (g = 980.6199 gals.).
 FF0800
 FF0800.The modeled gravity was interpolated from observed gravity values.
 FF0800
 FF0800;                    North         East    Units  Estimated Accuracy
 FF0800;SPC AR N     -   131,940.      515,500.      MT  (+/- 180 meters Scaled)
 FF0800
 FF0800                          SUPERSEDED SURVEY CONTROL
 FF0800
 FF0800  NGVD 29 (??/??/??)   84.897  (m)          278.53   (f) ADJUSTED    1 2
 FF0800
 FF0800.Superseded values are not recommended for survey control.
 FF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0800.See file dsdata.txt to determine how the superseded data were derived.
 FF0800
 FF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV061326(NAD 83)
 FF0800_MARKER: DB = BENCH MARK DISK
 FF0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0800_SP_SET: CULVERT
 FF0800_STAMPING: J 182 1956
 FF0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0800+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 FF0800
 FF0800  HISTORY     - Date     Condition        Report By
 FF0800  HISTORY     - 1956     MONUMENTED       CGS
 FF0800  HISTORY     - 20020904 GOOD             USACE
 FF0800
 FF0800                          STATION DESCRIPTION
 FF0800
 FF0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0800'3.2 MI S FROM HARRISBURG.
 FF0800'3.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0800'STATION AT HARRISBURG, ACROSS TRACK FROM MILE POLE 260, ABOUT
 FF0800'0.3 MILE NORTH OF A 50-FOOT CONCRETE BRIDGE ON STATE HIGHWAY
 FF0800'1 AND RAILROAD TRESTLE NO. 260.3, 66 FEET WEST OF WEST RAIL,
 FF0800'21 1/2 FEET EAST OF CENTER LINE OF STATE HIGHWAY 1, IN THE
 FF0800'TOP OF NORTH END OF THE EAST HEAD WALL OF A 10-FOOT CONCRETE
 FF0800'CULVERT WITH PARTITION UNDER HIGHWAY, ABOUT 3 1/2 FEET BELOW
 FF0800'LEVEL OF TRACK AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- MARK IS
 FF0800'ABOUT 2.5 MILES NORTH ALONG M.P. RR FROM THE ROAD CROSSING AND
 FF0800'STATION SIGN AT WHITEHALL, POINSETT COUNTY.
 FF0800
 FF0800                          STATION RECOVERY (2002)
 FF0800
 FF0800'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0857 ***********************************************************************
 FF0857  DESIGNATION -  J 183
 FF0857  PID         -  FF0857
 FF0857  STATE/COUNTY-  AR/CRAIGHEAD
 FF0857  USGS QUAD   -  HERMAN (1980)
 FF0857
 FF0857                         *CURRENT SURVEY CONTROL
 FF0857  ___________________________________________________________________
 FF0857* NAD 83(1986)-  35 45 49.     (N)    090 49 20.     (W)     SCALED    
 FF0857* NAVD 88     -        75.475  (meters)     247.62   (feet)  ADJUSTED  
 FF0857  ___________________________________________________________________
 FF0857  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FF0857  DYNAMIC HT  -          75.411 (meters)     247.41  (feet)  COMP
 FF0857  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 FF0857
 FF0857  VERT ORDER  -  FIRST     CLASS II
 FF0857
 FF0857.The horizontal coordinates were scaled from a topographic map and have
 FF0857.an estimated accuracy of +/- 6 seconds.
 FF0857
 FF0857.The orthometric height was determined by differential leveling
 FF0857.and adjusted by the National Geodetic Survey in June 1991..
 FF0857
 FF0857.The geoid height was determined by GEOID03.
 FF0857
 FF0857.The dynamic height is computed by dividing the NAVD 88
 FF0857.geopotential number by the normal gravity value computed on the
 FF0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0857.degrees latitude (g = 980.6199 gals.).
 FF0857
 FF0857.The modeled gravity was interpolated from observed gravity values.
 FF0857
 FF0857;                    North         East    Units  Estimated Accuracy
 FF0857;SPC AR N     -   159,320.      506,500.      MT  (+/- 180 meters Scaled)
 FF0857
 FF0857                          SUPERSEDED SURVEY CONTROL
 FF0857
 FF0857  NGVD 29 (??/??/??)   75.400  (m)          247.37   (f) ADJUSTED    1 2
 FF0857
 FF0857.Superseded values are not recommended for survey control.
 FF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0857.See file dsdata.txt to determine how the superseded data were derived.
 FF0857
 FF0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV968599(NAD 83)
 FF0857_MARKER: DB = BENCH MARK DISK
 FF0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0857_STAMPING: J 183 1956
 FF0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0857+STABILITY: SURFACE MOTION
 FF0857
 FF0857  HISTORY     - Date     Condition        Report By
 FF0857  HISTORY     - 1956     MONUMENTED       CGS
 FF0857  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF0857  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0857
 FF0857                          STATION DESCRIPTION
 FF0857
 FF0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0857'1 MI S FROM GIBSON.
 FF0857'1.0 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0857'THE ROAD CROSSING AT GIBSON, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 FF0857'48 FEET WEST OF WEST RAIL, 92 FEET NORTHWEST AND ACROSS TRACK
 FF0857'FROM TELEPHONE POLE NO. 134/19, 24 FEET SOUTH OF CENTER LINE
 FF0857'OF GRAVEL ROAD, 1 1/2 FEET NORTHWEST OF NORTH END OF A FENCE
 FF0857'LINE, 19 FEET NORTH OF TELEPHONE POLE NO. 1-1121, 34 FEET NORTHWEST
 FF0857'OF A TELEPHONE POLE ON LINE WEST OF TRACK, 1 FOOT BELOW LEVEL
 FF0857'OF GRAVEL ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 FF0857'ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0857'CONCRETE POST PROJECTING 3 INCHES.
 FF0857
 FF0857                          STATION RECOVERY (1975)
 FF0857
 FF0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF0857'MARK NOT FOUND.
 FF0857
 FF0857                          STATION RECOVERY (2002)
 FF0857
 FF0857'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0857'CONCRETE SLAB FOUND IN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0096 ***********************************************************************
 FF0096  DESIGNATION -  J 184
 FF0096  PID         -  FF0096
 FF0096  STATE/COUNTY-  AR/CRAIGHEAD
 FF0096  USGS QUAD   -  LAKE CITY (1983)
 FF0096
 FF0096                         *CURRENT SURVEY CONTROL
 FF0096  ___________________________________________________________________
 FF0096* NAD 83(1986)-  35 50 01.     (N)    090 24 15.     (W)     SCALED    
 FF0096* NAVD 88     -        70.166  (meters)     230.20   (feet)  POSTED    
 FF0096  ___________________________________________________________________
 FF0096  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0096  DYNAMIC HT  -          70.110 (meters)     230.02  (feet)  COMP
 FF0096  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 FF0096
 FF0096  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0096
 FF0096.The horizontal coordinates were scaled from a topographic map and have
 FF0096.an estimated accuracy of +/- 6 seconds.
 FF0096
 FF0096.The orthometric height was determined by differential leveling
 FF0096.and adjusted by the National Geodetic Survey in 1992..
 FF0096.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0096.rate of 1.1 thru 2.0 mm/km.
 FF0096
 FF0096.The geoid height was determined by GEOID03.
 FF0096
 FF0096.The dynamic height is computed by dividing the NAVD 88
 FF0096.geopotential number by the normal gravity value computed on the
 FF0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0096.degrees latitude (g = 980.6199 gals.).
 FF0096
 FF0096.The modeled gravity was interpolated from observed gravity values.
 FF0096
 FF0096;                    North         East    Units  Estimated Accuracy
 FF0096;SPC AR N     -   167,610.      544,170.      MT  (+/- 180 meters Scaled)
 FF0096
 FF0096                          SUPERSEDED SURVEY CONTROL
 FF0096
 FF0096  NGVD 29 (??/??/??)   70.121  (m)          230.06   (f) ADJUSTED    1 2
 FF0096
 FF0096.Superseded values are not recommended for survey control.
 FF0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0096.See file dsdata.txt to determine how the superseded data were derived.
 FF0096
 FF0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV344686(NAD 83)
 FF0096_MARKER: DB = BENCH MARK DISK
 FF0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0096_STAMPING: J 184 1956
 FF0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0096+STABILITY: SURFACE MOTION
 FF0096
 FF0096  HISTORY     - Date     Condition        Report By
 FF0096  HISTORY     - 1956     MONUMENTED       CGS
 FF0096  HISTORY     - 20020731 POOR             USACE
 FF0096
 FF0096                          STATION DESCRIPTION
 FF0096
 FF0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0096'2 MI SW FROM BLACK OAK.
 FF0096'ABOUT 2.05 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0096'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 135 AT BLACK OAK,
 FF0096'ABOUT 2.25 MILES NORTHEAST OF THE CITY WATER TOWER AT LAKE CITY,
 FF0096'AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 46 FEET SOUTH OF SOUTH
 FF0096'RAIL, 79 FEET SOUTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 1342,
 FF0096'53 FEET WEST OF CENTER LINE OF ROAD, 81 1/2 FEET SOUTHWEST AND
 FF0096'ACROSS TRACK FROM CROSSING WARNING SIGN, 35 1/2 FEET WEST OF A
 FF0096'FENCE CORNER, 7 1/2 FEET SOUTHEAST OF A POWERPOLE, 1 FOOT NORTH
 FF0096'OF A FENCE LINE, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF
 FF0096'A CONCRETE POST PROJECTING 3 INCHES.
 FF0096
 FF0096                          STATION RECOVERY (2002)
 FF0096
 FF0096'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0096'CONCRETE SLAB FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0030 ***********************************************************************
 FF0030  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0030  DESIGNATION -  J 185
 FF0030  PID         -  FF0030
 FF0030  STATE/COUNTY-  AR/MISSISSIPPI
 FF0030  USGS QUAD   -  DELL (1983)
 FF0030
 FF0030                         *CURRENT SURVEY CONTROL
 FF0030  ___________________________________________________________________
 FF0030* NAD 83(1997)-  35 51 38.89432(N)    090 01 46.99820(W)     ADJUSTED  
 FF0030* NAVD 88     -        73.43   (meters)     240.9    (feet)  GPS OBS   
 FF0030  ___________________________________________________________________
 FF0030  X           -      -2,684.540 (meters)                     COMP
 FF0030  Y           -  -5,175,098.021 (meters)                     COMP
 FF0030  Z           -   3,715,712.140 (meters)                     COMP
 FF0030  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FF0030  ELLIP HEIGHT-          45.48  (meters)          (05/31/05) GPS OBS
 FF0030  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF0030  DYNAMIC HT  -          73.37  (meters)     240.7   (feet)  COMP
 FF0030  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 FF0030
 FF0030  HORZ ORDER  -  FIRST
 FF0030  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF0030  ELLP ORDER  -  FOURTH    CLASS II
 FF0030
 FF0030.The horizontal coordinates were established by GPS observations
 FF0030.and adjusted by the National Geodetic Survey in May 2005..
 FF0030
 FF0030.The orthometric height was determined by GPS observations and a
 FF0030.high-resolution geoid model using precise GPS observation and
 FF0030.processing techniques. It supersedes the leveled height previously
 FF0030.determined for this station.
 FF0030.The vertical order pertains to the first NAVD 88 superseded value.
 FF0030
 FF0030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0030
 FF0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0030
 FF0030.The ellipsoidal height was determined by GPS observations
 FF0030.and is referenced to NAD 83.
 FF0030
 FF0030.The geoid height was determined by GEOID03.
 FF0030
 FF0030.The dynamic height is computed by dividing the NAVD 88
 FF0030.geopotential number by the normal gravity value computed on the
 FF0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0030.degrees latitude (g = 980.6199 gals.).
 FF0030
 FF0030.The modeled gravity was interpolated from observed gravity values.
 FF0030
 FF0030;                    North         East     Units Scale Factor Converg.
 FF0030;SPC AR N     -   171,241.769   577,938.006   MT  0.99994755   +1 08 47.4
 FF0030;SPC AR N     -   561,815.70  1,896,118.27   sFT  0.99994755   +1 08 47.4
 FF0030;UTM  15      - 3,972,584.614   768,211.765   MT  1.00048653   +1 44 27.9
 FF0030;UTM  16      - 3,972,749.459   226,419.014   MT  1.00052238   -1 46 33.5
 FF0030
 FF0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0030!SPC AR N     -   0.99999286  x   0.99994755  =   0.99994041
 FF0030!UTM  15      -   0.99999286  x   1.00048653  =   1.00047939
 FF0030!UTM  16      -   0.99999286  x   1.00052238  =   1.00051524
 FF0030
 FF0030                          SUPERSEDED SURVEY CONTROL
 FF0030
 FF0030  NAVD 88 (06/15/91)   73.387  (m)          240.77   (f) ADJUSTED    1 2
 FF0030  NGVD 29 (??/??/??)   73.357  (m)          240.67   (f) ADJUSTED    1 2
 FF0030
 FF0030.Superseded values are not recommended for survey control.
 FF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0030.See file dsdata.txt to determine how the superseded data were derived.
 FF0030
 FF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6821272585(NAD 83)
 FF0030_MARKER: DB = BENCH MARK DISK
 FF0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0030_SP_SET: CULVERT
 FF0030_STAMPING: J 185 1956
 FF0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0030+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 FF0030
 FF0030  HISTORY     - Date     Condition        Report By
 FF0030  HISTORY     - 1956     MONUMENTED       CGS
 FF0030  HISTORY     - 1983     GOOD             LOCENG
 FF0030  HISTORY     - 1987     GOOD             USPSQD
 FF0030  HISTORY     - 20020720 GOOD             USACE
 FF0030  HISTORY     - 20030717 GOOD             EMCINC
 FF0030
 FF0030                          STATION DESCRIPTION
 FF0030
 FF0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0030'0.8 MI NE FROM DELL.
 FF0030'ABOUT 0.8 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0030'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL, ABOUT 0.15
 FF0030'MILE NORTHEAST OF A COTTON GIN ON SOUTHEAST SIDE OF STATE HIGHWAY
 FF0030'18, NEAR TELEPHONE POLE NO. 330, 22 1/2 FEET NORTHWEST OF CENTER
 FF0030'LINE OF HIGHWAY 18, 59 FEET SOUTHEAST OF SOUTHEAST RAIL, IN THE
 FF0030'TOP OF THE NORTHEAST END OF NORTHWEST HEAD WALL OF A 5-FOOT
 FF0030'CONCRETE CULVERT UNDER HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 FF0030
 FF0030                          STATION RECOVERY (1983)
 FF0030
 FF0030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 FF0030'RECOVERED IN GOOD CONDITION.
 FF0030
 FF0030                          STATION RECOVERY (1987)
 FF0030
 FF0030'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0030'RECOVERED IN GOOD CONDITION.
 FF0030
 FF0030                          STATION RECOVERY (2002)
 FF0030
 FF0030'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0030'RECOVERED IN GOOD CONDITION.
 FF0030
 FF0030                          STATION RECOVERY (2003)
 FF0030
 FF0030'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0030'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0811 ***********************************************************************
 FF0811  DESIGNATION -  J 186
 FF0811  PID         -  FF0811
 FF0811  STATE/COUNTY-  AR/CRAIGHEAD
 FF0811  USGS QUAD   -  NEEDHAM (1983)
 FF0811
 FF0811                         *CURRENT SURVEY CONTROL
 FF0811  ___________________________________________________________________
 FF0811* NAD 83(1986)-  35 49 07.     (N)    090 32 07.     (W)     SCALED    
 FF0811* NAVD 88     -        71.733  (meters)     235.34   (feet)  POSTED    
 FF0811  ___________________________________________________________________
 FF0811  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FF0811  DYNAMIC HT  -          71.670 (meters)     235.14  (feet)  COMP
 FF0811  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 FF0811
 FF0811  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0811
 FF0811.The horizontal coordinates were scaled from a topographic map and have
 FF0811.an estimated accuracy of +/- 6 seconds.
 FF0811
 FF0811.The orthometric height was determined by differential leveling
 FF0811.and adjusted by the National Geodetic Survey in 1992..
 FF0811.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0811.rate of 1.1 thru 2.0 mm/km.
 FF0811
 FF0811.The geoid height was determined by GEOID03.
 FF0811
 FF0811.The dynamic height is computed by dividing the NAVD 88
 FF0811.geopotential number by the normal gravity value computed on the
 FF0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0811.degrees latitude (g = 980.6199 gals.).
 FF0811
 FF0811.The modeled gravity was interpolated from observed gravity values.
 FF0811
 FF0811;                    North         East    Units  Estimated Accuracy
 FF0811;SPC AR N     -   165,770.      532,350.      MT  (+/- 180 meters Scaled)
 FF0811
 FF0811                          SUPERSEDED SURVEY CONTROL
 FF0811
 FF0811  NGVD 29 (??/??/??)   71.665  (m)          235.12   (f) ADJUSTED    1 2
 FF0811
 FF0811.Superseded values are not recommended for survey control.
 FF0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0811.See file dsdata.txt to determine how the superseded data were derived.
 FF0811
 FF0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV226666(NAD 83)
 FF0811_MARKER: DB = BENCH MARK DISK
 FF0811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0811_SP_SET: 48 FEET
 FF0811_STAMPING: J 186 1956
 FF0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0811
 FF0811  HISTORY     - Date     Condition        Report By
 FF0811  HISTORY     - 1956     MONUMENTED       CGS
 FF0811  HISTORY     - 20020814 MARK NOT FOUND   USACE
 FF0811
 FF0811                          STATION DESCRIPTION
 FF0811
 FF0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0811'5.6 MI W FROM LAKE CITY.
 FF0811'5.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0811'THE CITY WATER TOWER AT LAKE CITY, AT NEEDHAM, ABOUT 5 TELEPHONE
 FF0811'POLE EAST OF MILE POLE 282, 45.8 FEET SOUTH OF SOUTH RAIL, 208
 FF0811'FEET EAST OF CENTER LINE OF NORTH-SOUTH GRAVEL ROAD, 213 FEET
 FF0811'EAST-SOUTHEAST OF CENTER OF ROAD CROSSING, 65 1/2 FEET EAST OF A
 FF0811'WELL WITH PUMP, 29 FEET WEST OF A LONE 48-INCH OAK TREE, 10.8 FEET
 FF0811'NORTHEAST OF NORTHEAST CORNER OF PORCH OF A TENANT HOUSE, 1 FOOT
 FF0811'NORTH OF A FENCE LINE, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 FF0811'POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP
 FF0811'OF A COPPER COATED STEEL ROD PROJECTING 1 INCH AND SURROUNDED BY
 FF0811'A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD IS DRIVEN TO A
 FF0811'DEPTH OF 48-FEET.
 FF0811
 FF0811                          STATION RECOVERY (2002)
 FF0811
 FF0811'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0155 ***********************************************************************
 GE0155  DESIGNATION -  J 187
 GE0155  PID         -  GE0155
 GE0155  STATE/COUNTY-  AR/GREENE
 GE0155  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0155
 GE0155                         *CURRENT SURVEY CONTROL
 GE0155  ___________________________________________________________________
 GE0155* NAD 83(1986)-  36 02 25.     (N)    090 29 05.     (W)     SCALED    
 GE0155* NAVD 88     -        80.262  (meters)     263.33   (feet)  ADJUSTED  
 GE0155  ___________________________________________________________________
 GE0155  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GE0155  DYNAMIC HT  -          80.195 (meters)     263.11  (feet)  COMP
 GE0155  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 GE0155
 GE0155  VERT ORDER  -  FIRST     CLASS II
 GE0155
 GE0155.The horizontal coordinates were scaled from a topographic map and have
 GE0155.an estimated accuracy of +/- 6 seconds.
 GE0155
 GE0155.The orthometric height was determined by differential leveling
 GE0155.and adjusted by the National Geodetic Survey in June 1991..
 GE0155
 GE0155.The geoid height was determined by GEOID03.
 GE0155
 GE0155.The dynamic height is computed by dividing the NAVD 88
 GE0155.geopotential number by the normal gravity value computed on the
 GE0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0155.degrees latitude (g = 980.6199 gals.).
 GE0155
 GE0155.The modeled gravity was interpolated from observed gravity values.
 GE0155
 GE0155;                    North         East    Units  Estimated Accuracy
 GE0155;SPC AR N     -   190,430.      536,540.      MT  (+/- 180 meters Scaled)
 GE0155
 GE0155                          SUPERSEDED SURVEY CONTROL
 GE0155
 GE0155  NGVD 29 (??/??/92)   80.252  (m)          263.29   (f) ADJ UNCH    1 2
 GE0155
 GE0155.Superseded values are not recommended for survey control.
 GE0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0155.See file dsdata.txt to determine how the superseded data were derived.
 GE0155
 GE0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV266913(NAD 83)
 GE0155_MARKER: DB = BENCH MARK DISK
 GE0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0155_STAMPING: J 187 1956
 GE0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0155+STABILITY: SURFACE MOTION
 GE0155
 GE0155  HISTORY     - Date     Condition        Report By
 GE0155  HISTORY     - 1956     MONUMENTED       CGS
 GE0155  HISTORY     - 1979     MARK NOT FOUND   USGS
 GE0155
 GE0155                          STATION DESCRIPTION
 GE0155
 GE0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0155'1 MI S FROM PARAGOULD.
 GE0155'ABOUT 1.0 MILE SOUTH ALONG PEKIN STREET FROM THE ST. LOUIS
 GE0155'SOUTHWESTERN RAILWAY STATION AT PARAGOULD, AT HIGGINS AIRPORT,
 GE0155'145 FEET WEST OF CENTER LINE OF ROAD, 83 1/2 FEET SOUTHEAST OF
 GE0155'GASOLINE PUMP, 52 FEET SOUTH OF A LONE 12-INCH ELM TREE, 12 3/4
 GE0155'FEET EAST OF NORTHEAST CORNER OF THE EAST MOST HANGAR AND IN
 GE0155'LINE WITH EXTENDED NORTH FACE OF HANGAR, ABOUT 1 FOOT ABOVE
 GE0155'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0155'1 INCH.
 GE0155
 GE0155                          STATION RECOVERY (1979)
 GE0155
 GE0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GE0155'HIGGINS AIRPORT NO LONGER EXISTS. MEASUREMENTS MADE FROM THE ROAD
 GE0155'DESCRIBED, PLACE THE LOCATION OF THE MARK IN AN AREA HEAVILY OVER-
 GE0155'GROWN WITH BRUSH. SURROUNDING AREA IS NOW UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0079 ***********************************************************************
 GE0079  DESIGNATION -  J 188
 GE0079  PID         -  GE0079
 GE0079  STATE/COUNTY-  AR/CLAY
 GE0079  USGS QUAD   -  GREENWAY (1984)
 GE0079
 GE0079                         *CURRENT SURVEY CONTROL
 GE0079  ___________________________________________________________________
 GE0079* NAD 83(1986)-  36 19 06.     (N)    090 14 19.     (W)     SCALED    
 GE0079* NAVD 88     -        87.444  (meters)     286.89   (feet)  ADJUSTED  
 GE0079  ___________________________________________________________________
 GE0079  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GE0079  DYNAMIC HT  -          87.372 (meters)     286.65  (feet)  COMP
 GE0079  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 GE0079
 GE0079  VERT ORDER  -  FIRST     CLASS II
 GE0079
 GE0079.The horizontal coordinates were scaled from a topographic map and have
 GE0079.an estimated accuracy of +/- 6 seconds.
 GE0079
 GE0079.The orthometric height was determined by differential leveling
 GE0079.and adjusted by the National Geodetic Survey in June 1991..
 GE0079
 GE0079.The geoid height was determined by GEOID03.
 GE0079
 GE0079.The dynamic height is computed by dividing the NAVD 88
 GE0079.geopotential number by the normal gravity value computed on the
 GE0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0079.degrees latitude (g = 980.6199 gals.).
 GE0079
 GE0079.The modeled gravity was interpolated from observed gravity values.
 GE0079
 GE0079;                    North         East    Units  Estimated Accuracy
 GE0079;SPC AR N     -   221,640.      558,170.      MT  (+/- 180 meters Scaled)
 GE0079
 GE0079                          SUPERSEDED SURVEY CONTROL
 GE0079
 GE0079  NGVD 29 (??/??/92)   87.434  (m)          286.86   (f) ADJ UNCH    1 2
 GE0079
 GE0079.Superseded values are not recommended for survey control.
 GE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0079.See file dsdata.txt to determine how the superseded data were derived.
 GE0079
 GE0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA479227(NAD 83)
 GE0079_MARKER: DB = BENCH MARK DISK
 GE0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0079_SP_SET: PIERS
 GE0079_STAMPING: J 188 1956
 GE0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0079+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 GE0079
 GE0079  HISTORY     - Date     Condition        Report By
 GE0079  HISTORY     - 1956     MONUMENTED       CGS
 GE0079  HISTORY     - 20020717 GOOD             USACE
 GE0079
 GE0079                          STATION DESCRIPTION
 GE0079
 GE0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0079'5.1 MI SW FROM PIGGOTT.
 GE0079'ABOUT 5.1 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0079'RAILWAY FROM THE STATION AT PIGGOTT, ABOUT 4.75 MILES NORTHEAST
 GE0079'OF THE STATION AT RECTOR, CLAY COUNTY, ABOUT 3 1/2 RAILS
 GE0079'SOUTHWEST OF A ROAD CROSSING, ABOUT 9 1/2 TELEPHONE POLES
 GE0079'NORTHEAST OF MILE POLE 81, IN THE TOP OF THE SOUTHEAST END OF THE
 GE0079'SOUTHWEST MOST OF TWO CONCRETE PIERS OF RAILROAD STEEL GIRDER
 GE0079'BRIDGE NO. 80.69 OVER PAYNE CREEK, 9 1/2 FEET SOUTHEAST OF
 GE0079'SOUTHEAST RAIL, 26 FEET NORTHEAST OF THE SOUTHWEST ABUTMENT OF
 GE0079'BRIDGE, 1 1/2 FEET NORTHWEST OF SOUTHEAST END OF PIER AND ABOUT
 GE0079'5 FEET BELOW LEVEL OF TRACK.
 GE0079
 GE0079                          STATION RECOVERY (2002)
 GE0079
 GE0079'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1841 ***********************************************************************
 FE1841  DESIGNATION -  J 189
 FE1841  PID         -  FE1841
 FE1841  STATE/COUNTY-  AR/MISSISSIPPI
 FE1841  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1841
 FE1841                         *CURRENT SURVEY CONTROL
 FE1841  ___________________________________________________________________
 FE1841* NAD 83(1997)-  35 56 47.32098(N)    089 57 14.11665(W)     ADJUSTED  
 FE1841* NAVD 88     -        77.074  (meters)     252.87   (feet)  ADJUSTED  
 FE1841  ___________________________________________________________________
 FE1841  X           -       4,157.463 (meters)                     COMP
 FE1841  Y           -  -5,169,525.187 (meters)                     COMP
 FE1841  Z           -   3,723,414.265 (meters)                     COMP
 FE1841  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE1841  ELLIP HEIGHT-          48.96  (meters)          (05/31/05) GPS OBS
 FE1841  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE1841  DYNAMIC HT  -          77.009 (meters)     252.65  (feet)  COMP
 FE1841  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 FE1841
 FE1841  HORZ ORDER  -  FIRST
 FE1841  VERT ORDER  -  FIRST     CLASS II
 FE1841  ELLP ORDER  -  FOURTH    CLASS II
 FE1841
 FE1841.The horizontal coordinates were established by GPS observations
 FE1841.and adjusted by the National Geodetic Survey in May 2005..
 FE1841
 FE1841.The orthometric height was determined by differential leveling
 FE1841.and adjusted by the National Geodetic Survey in June 1991..
 FE1841
 FE1841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1841
 FE1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1841
 FE1841.The ellipsoidal height was determined by GPS observations
 FE1841.and is referenced to NAD 83.
 FE1841
 FE1841.The geoid height was determined by GEOID03.
 FE1841
 FE1841.The dynamic height is computed by dividing the NAVD 88
 FE1841.geopotential number by the normal gravity value computed on the
 FE1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1841.degrees latitude (g = 980.6199 gals.).
 FE1841
 FE1841.The modeled gravity was interpolated from observed gravity values.
 FE1841
 FE1841;                    North         East     Units Scale Factor Converg.
 FE1841;SPC AR N     -   180,885.030   584,585.144   MT  0.99995586   +1 11 26.2
 FE1841;SPC AR N     -   593,453.64  1,917,926.43   sFT  0.99995586   +1 11 26.2
 FE1841;UTM  16      - 3,982,046.157   233,553.328   MT  1.00047488   -1 44 06.2
 FE1841;UTM  15      - 3,982,301.973   774,761.779   MT  1.00053035   +1 47 21.3
 FE1841
 FE1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1841!SPC AR N     -   0.99999232  x   0.99995586  =   0.99994818
 FE1841!UTM  16      -   0.99999232  x   1.00047488  =   1.00046719
 FE1841!UTM  15      -   0.99999232  x   1.00053035  =   1.00052266
 FE1841
 FE1841                          SUPERSEDED SURVEY CONTROL
 FE1841
 FE1841  NAVD 88 (05/31/05)   77.07   (m)          252.9    (f) LEVELING    3  
 FE1841  NGVD 29 (??/??/??)   77.025  (m)          252.71   (f) ADJUSTED    1 2
 FE1841
 FE1841.Superseded values are not recommended for survey control.
 FE1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1841.See file dsdata.txt to determine how the superseded data were derived.
 FE1841
 FE1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3355382046(NAD 83)
 FE1841_MARKER: DB = BENCH MARK DISK
 FE1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1841_STAMPING: J 189 1956
 FE1841_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1841+STABILITY: SURFACE MOTION
 FE1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1841+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 FE1841
 FE1841  HISTORY     - Date     Condition        Report By
 FE1841  HISTORY     - 1956     MONUMENTED       CGS
 FE1841  HISTORY     - 20020329 GOOD             USACE
 FE1841  HISTORY     - 20030716 GOOD             EMCINC
 FE1841
 FE1841                          STATION DESCRIPTION
 FE1841
 FE1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1841'2.4 MI NW FROM BLYTHEVILLE.
 FE1841'2.45 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 151 FROM THE
 FE1841'JUNCTION OF U.S. HIGHWAY 61 AT BLYTHEVILLE, ABOUT 0.8 MILE
 FE1841'NORTHWEST OF A HIGHWAY BRIDGE OVER A CREEK, 151 FEET NORTHEAST
 FE1841'AND ACROSS THE ST. LOUIS SOUTHWESTERN RAILWAY FROM CENTER LINE
 FE1841'OF HIGHWAY, 49 1/2 FEET NORTHEAST OF NORTHEAST RAIL OF THE TRACK,
 FE1841'2 1/2 FEET SOUTHWEST OF FENCE SURROUNDING BLYTHEVILLE AIR FORCE
 FE1841'BASE, 16 FEET NORTHWEST OF CENTER OF A CRASH GATE IN FENCE, 2 FEET
 FE1841'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL
 FE1841'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1841
 FE1841                          STATION RECOVERY (2002)
 FE1841
 FE1841'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1841'THE STATION IS LOCATED 1.8' N. OF CHAIN LINK FENCE, RR TRACK NOW
 FE1841'ABANDONED. MARK IS S. OF ROADWAY WHICH ALLOWS SOUTH ENTRANCE TO BASE.
 FE1841'AIR FORCE NO LONGER HOUSES BASE, NOW CALLED AEOR.
 FE1841
 FE1841                          STATION RECOVERY (2003)
 FE1841
 FE1841'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1841'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0851 ***********************************************************************
 FG0851  DESIGNATION -  J 19
 FG0851  PID         -  FG0851
 FG0851  STATE/COUNTY-  AR/JOHNSON
 FG0851  USGS QUAD   -  OZONE (1980)
 FG0851
 FG0851                         *CURRENT SURVEY CONTROL
 FG0851  ___________________________________________________________________
 FG0851* NAD 83(1986)-  35 39 43.     (N)    093 27 05.     (W)     SCALED    
 FG0851* NAVD 88     -       557.736  (meters)    1829.84   (feet)  ADJUSTED  
 FG0851  ___________________________________________________________________
 FG0851  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FG0851  DYNAMIC HT  -         557.196 (meters)    1828.07  (feet)  COMP
 FG0851  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FG0851
 FG0851  VERT ORDER  -  SECOND    CLASS 0
 FG0851
 FG0851.The horizontal coordinates were scaled from a topographic map and have
 FG0851.an estimated accuracy of +/- 6 seconds.
 FG0851
 FG0851.The orthometric height was determined by differential leveling
 FG0851.and adjusted by the National Geodetic Survey in June 1991..
 FG0851
 FG0851.The geoid height was determined by GEOID03.
 FG0851
 FG0851.The dynamic height is computed by dividing the NAVD 88
 FG0851.geopotential number by the normal gravity value computed on the
 FG0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0851.degrees latitude (g = 980.6199 gals.).
 FG0851
 FG0851.The modeled gravity was interpolated from observed gravity values.
 FG0851
 FG0851;                    North         East    Units  Estimated Accuracy
 FG0851;SPC AR N     -   148,370.      268,590.      MT  (+/- 180 meters Scaled)
 FG0851
 FG0851                          SUPERSEDED SURVEY CONTROL
 FG0851
 FG0851  NGVD 29 (??/??/92)  557.70   (m)         1829.7    (f) COMPUTED    2 0
 FG0851
 FG0851.Superseded values are not recommended for survey control.
 FG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0851.See file dsdata.txt to determine how the superseded data were derived.
 FG0851
 FG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV591465(NAD 83)
 FG0851_MARKER: DB = BENCH MARK DISK
 FG0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0851_SP_SET: FENCE RAIL
 FG0851_STAMPING: J-19 1932
 FG0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0851
 FG0851  HISTORY     - Date     Condition        Report By
 FG0851  HISTORY     - 1932     MONUMENTED       CGS
 FG0851  HISTORY     - 1935     GOOD             NGS
 FG0851  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG0851
 FG0851                          STATION DESCRIPTION
 FG0851
 FG0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0851'1.6 MI N FROM OZONE.
 FG0851'1.6 MILE NORTH OF OZONE, ALONG ST. HWY. NO. 16, FROM CEDAR PARK CAMP.
 FG0851'MARK SET IN AN ANGLE OF RAIL FENCE, 59 FEET SOUTHEAST OF SOUTHEAST
 FG0851'CORNER OF F.C. SCHWALTZS FARM HOUSE.  46.9 FT. NORTHEAST OF 8-INCH IN
 FG0851'DIAMETER PINE TREE.  27.4 FEET WEST OF CENTERLINE OF ST. HWY. NO. 21.
 FG0851'24.9 FEET NORTHWEST OF CENTERLINE OF PRIVATE DRIVE AT JUNCTION WITH
 FG0851'ST. HWY. NO. 16.  NOTE-- HIGHWAY HAS BEEN WIDENED.  FENCE MOVED.
 FG0851
 FG0851                          STATION RECOVERY (1972)
 FG0851
 FG0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0852 ***********************************************************************
 FG0852  DESIGNATION -  J 19 RESET
 FG0852  PID         -  FG0852
 FG0852  STATE/COUNTY-  AR/JOHNSON
 FG0852  USGS QUAD   -  OZONE (1980)
 FG0852
 FG0852                         *CURRENT SURVEY CONTROL
 FG0852  ___________________________________________________________________
 FG0852* NAD 83(1986)-  35 39 43.     (N)    093 27 04.     (W)     SCALED    
 FG0852* NAVD 88     -       556.89   (meters)    1827.1    (feet)  RESET     
 FG0852  ___________________________________________________________________
 FG0852  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FG0852
 FG0852  VERT ORDER  -  THIRD
 FG0852
 FG0852.The horizontal coordinates were scaled from a topographic map and have
 FG0852.an estimated accuracy of +/- 6 seconds.
 FG0852
 FG0852.The orthometric height was computed from unverified reset data.
 FG0852.No vertical observational check was made to the station.
 FG0852
 FG0852.The geoid height was determined by GEOID03.
 FG0852
 FG0852;                    North         East    Units  Estimated Accuracy
 FG0852;SPC AR N     -   148,370.      268,620.      MT  (+/- 180 meters Scaled)
 FG0852
 FG0852                          SUPERSEDED SURVEY CONTROL
 FG0852
 FG0852  NGVD 29 (??/??/??)  556.86   (m)         1827.0    (f) RESET       3  
 FG0852
 FG0852.Superseded values are not recommended for survey control.
 FG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0852.See file dsdata.txt to determine how the superseded data were derived.
 FG0852
 FG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV591465(NAD 83)
 FG0852_MARKER: DB = BENCH MARK DISK
 FG0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0852_STAMPING: J 19 RESET 1961
 FG0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0852+STABILITY: SURFACE MOTION
 FG0852
 FG0852  HISTORY     - Date     Condition        Report By
 FG0852  HISTORY     - 1961     MONUMENTED       CGS
 FG0852  HISTORY     - 1975     GOOD             NGS
 FG0852
 FG0852                          STATION DESCRIPTION
 FG0852
 FG0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FG0852'1.85 MI N FROM OZONE.
 FG0852'THIS MARK IS LOCATED 1.85 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE
 FG0852'POST OFFICE AT OZONE, 80 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 FG0852'OLD DESERTED HOUSE, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 28
 FG0852'FEET SOUTH OF THE CENTERLINE OF A FARM DRIVEWAY AND ABOUT 1-1/2 FEET
 FG0852'NORTHWEST OF A CORNER POST, SET IN THE TOP OF A CONCRETE POST
 FG0852'PROJECTING ABOUT 3 INCHES.
 FG0852
 FG0852                          STATION RECOVERY (1975)
 FG0852
 FG0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FG0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0223 ***********************************************************************
 GE0223  DESIGNATION -  J 190
 GE0223  PID         -  GE0223
 GE0223  STATE/COUNTY-  AR/CLAY
 GE0223  USGS QUAD   -  KNOBEL (1993)
 GE0223
 GE0223                         *CURRENT SURVEY CONTROL
 GE0223  ___________________________________________________________________
 GE0223* NAD 83(1986)-  36 18 11.     (N)    090 35 46.     (W)     SCALED    
 GE0223* NAVD 88     -        85.516  (meters)     280.56   (feet)  ADJUSTED  
 GE0223  ___________________________________________________________________
 GE0223  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GE0223  DYNAMIC HT  -          85.447 (meters)     280.34  (feet)  COMP
 GE0223  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 GE0223
 GE0223  VERT ORDER  -  FIRST     CLASS II
 GE0223
 GE0223.The horizontal coordinates were scaled from a topographic map and have
 GE0223.an estimated accuracy of +/- 6 seconds.
 GE0223
 GE0223.The orthometric height was determined by differential leveling
 GE0223.and adjusted by the National Geodetic Survey in June 1991..
 GE0223
 GE0223.The geoid height was determined by GEOID03.
 GE0223
 GE0223.The dynamic height is computed by dividing the NAVD 88
 GE0223.geopotential number by the normal gravity value computed on the
 GE0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0223.degrees latitude (g = 980.6199 gals.).
 GE0223
 GE0223.The modeled gravity was interpolated from observed gravity values.
 GE0223
 GE0223;                    North         East    Units  Estimated Accuracy
 GE0223;SPC AR N     -   219,430.      526,090.      MT  (+/- 180 meters Scaled)
 GE0223
 GE0223                          SUPERSEDED SURVEY CONTROL
 GE0223
 GE0223  NGVD 29 (??/??/92)   85.508  (m)          280.54   (f) ADJ UNCH    1 2
 GE0223
 GE0223.Superseded values are not recommended for survey control.
 GE0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0223.See file dsdata.txt to determine how the superseded data were derived.
 GE0223
 GE0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA158202(NAD 83)
 GE0223_MARKER: DB = BENCH MARK DISK
 GE0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0223_STAMPING: J 190 1956
 GE0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0223+STABILITY: SURFACE MOTION
 GE0223
 GE0223  HISTORY     - Date     Condition        Report By
 GE0223  HISTORY     - 1956     MONUMENTED       CGS
 GE0223  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0223
 GE0223                          STATION DESCRIPTION
 GE0223
 GE0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0223'1.2 MI SE FROM KNOBEL.
 GE0223'1.25 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0223'STATION AT KNOBEL, ABOUT 0.1 MILE NORTHWEST OF MILE POLE 200, 45
 GE0223'FEET NORTHEAST OF NORTHEAST RAIL ON TOP OF TRESTLE NO. 199.9,
 GE0223'37 1/2 FEET NORTH-NORTHEAST OF EAST CORNER OF TRESTLE NO. 199.9,
 GE0223'25 FEET SOUTHWEST OF CENTER LINE OF ROAD AT A POINT WHERE THE
 GE0223'ROAD PARALLELS THE TRACK TO THE SOUTHEAST AND TURNS
 GE0223'NORTH-NORTHEAST AWAY FROM TRACK, 2 1/2 FEET WEST OF A FENCE
 GE0223'CORNER, 2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A
 GE0223'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK
 GE0223'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0223
 GE0223                          STATION RECOVERY (2002)
 GE0223
 GE0223'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0383 ***********************************************************************
 DL0383  DESIGNATION -  J 192 X
 DL0383  PID         -  DL0383
 DL0383  STATE/COUNTY-  AR/CLARK
 DL0383  USGS QUAD   -  CURTIS (1970)
 DL0383
 DL0383                         *CURRENT SURVEY CONTROL
 DL0383  ___________________________________________________________________
 DL0383* NAD 83(1986)-  33 59 51.     (N)    093 05 53.     (W)     SCALED    
 DL0383* NAVD 88     -        59.463  (meters)     195.09   (feet)  ADJUSTED  
 DL0383  ___________________________________________________________________
 DL0383  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL0383  DYNAMIC HT  -          59.403 (meters)     194.89  (feet)  COMP
 DL0383  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 DL0383
 DL0383  VERT ORDER  -  FIRST     CLASS II
 DL0383
 DL0383.The horizontal coordinates were scaled from a topographic map and have
 DL0383.an estimated accuracy of +/- 6 seconds.
 DL0383
 DL0383.The orthometric height was determined by differential leveling
 DL0383.and adjusted by the National Geodetic Survey in June 1991..
 DL0383
 DL0383.The geoid height was determined by GEOID03.
 DL0383
 DL0383.The dynamic height is computed by dividing the NAVD 88
 DL0383.geopotential number by the normal gravity value computed on the
 DL0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0383.degrees latitude (g = 980.6199 gals.).
 DL0383
 DL0383.The modeled gravity was interpolated from observed gravity values.
 DL0383
 DL0383;                    North         East    Units  Estimated Accuracy
 DL0383;SPC AR S     -   548,150.      298,560.      MT  (+/- 180 meters Scaled)
 DL0383
 DL0383                          SUPERSEDED SURVEY CONTROL
 DL0383
 DL0383  NGVD 29 (??/??/92)   59.473  (m)          195.12   (f) ADJ UNCH    1 2
 DL0383
 DL0383.Superseded values are not recommended for survey control.
 DL0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0383.See file dsdata.txt to determine how the superseded data were derived.
 DL0383
 DL0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT909618(NAD 83)
 DL0383_MARKER: DB = BENCH MARK DISK
 DL0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0383_SP_SET: FOUNDATION
 DL0383_STAMPING: J 192 X 1959
 DL0383_MARK LOGO: CGS   
 DL0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0383+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1989
 DL0383
 DL0383  HISTORY     - Date     Condition        Report By
 DL0383  HISTORY     - 1959     MONUMENTED       CGS
 DL0383  HISTORY     - 1960     GOOD             NGS
 DL0383  HISTORY     - 19890901 GOOD             NGS
 DL0383
 DL0383                          STATION DESCRIPTION
 DL0383
 DL0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0383'6.15 MI N FROM GURDON.
 DL0383'ABOUT 6.15 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0383'STATION AT GURDON, 3 1/2 POLES SOUTH OF MILEPOST 420, SET IN THE TOP
 DL0383'OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF THE GULF SERVICE
 DL0383'STATION SIGN POST, 114 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 DL0383'16 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CURTIS POST OFFICE
 DL0383'AND STORE, 48 FEET NORTHWEST OF THE CENTER OF A INTERSECTION, AND
 DL0383'ABOUT 18 INCHES ABOVE THE GROUND.
 DL0383
 DL0383                          STATION RECOVERY (1989)
 DL0383
 DL0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DL0383'STATION IS LOCATED ABOUT 14.1 KM (8.8 MI) SOUTH-SOUTHWEST OF
 DL0383'ARKADELPHIA, 10.2 KM (6.3 MI) NORTHEAST OF GURDON, AND 1.6 KM
 DL0383'(1.0 MI) EAST OF U.S.HIGHWAY 67.  OWNERSHIP--CITY OF CURTIS.
 DL0383'TO REACH THE STATION FROM THE JUNCTION U.S.HIGHWAY 67 AND STATE
 DL0383'HIGHWAY 53 IN GURDON.  GO NORTHEASTERLY ON U.S.HIGHWAY 67 FOR 9.56 KM
 DL0383'(5.94 MI) TO A PAVED CROSSROAD.  TURN RIGHT AND GO EAST ON THE PAVED
 DL0383'ROAD FOR 1.64 KM (1.02 MI) TO THE STATION ON THE LEFT. JUST BEFORE
 DL0383'CROSSING THE MISSOURI PACIFIC RAILROAD.
 DL0383'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---J 192X 1959---.
 DL0383'SET IN TOP OF THE WEST CORNER OF A 1.6 X 1.6 FOOT CONCRETE BASE OF AN
 DL0383'OLD SIGN THAT PROJECTS 45 CM ABOVE THE GROUND.  IT IS 34.8 M
 DL0383'(114.2 FT) WEST OF THE NEAR RAIL, 8.7 M (28.5 FT) NORTH OF THE CENTER
 DL0383'OF A PAVED ROAD, AND 4.9 M (16.1 FT) SOUTHEAST OF THE SOUTHEAST
 DL0383'CORNER OF A BLOCK BUILDING.
 DL0383'DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0309 ***********************************************************************
 DL0309  DESIGNATION -  J 193 X
 DL0309  PID         -  DL0309
 DL0309  STATE/COUNTY-  AR/OUACHITA
 DL0309  USGS QUAD   -  CAMDEN SW (1985)
 DL0309
 DL0309                         *CURRENT SURVEY CONTROL
 DL0309  ___________________________________________________________________
 DL0309* NAD 83(1986)-  33 37 04.     (N)    092 53 05.     (W)     SCALED    
 DL0309* NAVD 88     -        35.214  (meters)     115.53   (feet)  ADJUSTED  
 DL0309  ___________________________________________________________________
 DL0309  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DL0309  DYNAMIC HT  -          35.178 (meters)     115.41  (feet)  COMP
 DL0309  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 DL0309
 DL0309  VERT ORDER  -  FIRST     CLASS II
 DL0309
 DL0309.The horizontal coordinates were scaled from a topographic map and have
 DL0309.an estimated accuracy of +/- 6 seconds.
 DL0309
 DL0309.The orthometric height was determined by differential leveling
 DL0309.and adjusted by the National Geodetic Survey in June 1991..
 DL0309
 DL0309.The geoid height was determined by GEOID03.
 DL0309
 DL0309.The dynamic height is computed by dividing the NAVD 88
 DL0309.geopotential number by the normal gravity value computed on the
 DL0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0309.degrees latitude (g = 980.6199 gals.).
 DL0309
 DL0309.The modeled gravity was interpolated from observed gravity values.
 DL0309
 DL0309;                    North         East    Units  Estimated Accuracy
 DL0309;SPC AR S     -   505,850.      317,910.      MT  (+/- 180 meters Scaled)
 DL0309
 DL0309                          SUPERSEDED SURVEY CONTROL
 DL0309
 DL0309  NGVD 29 (??/??/92)   35.238  (m)          115.61   (f) ADJ UNCH    1 2
 DL0309
 DL0309.Superseded values are not recommended for survey control.
 DL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0309.See file dsdata.txt to determine how the superseded data were derived.
 DL0309
 DL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT106197(NAD 83)
 DL0309_MARKER: DB = BENCH MARK DISK
 DL0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0309_SP_SET: CULVERT
 DL0309_STAMPING: J 193 X 1959
 DL0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0309
 DL0309  HISTORY     - Date     Condition        Report By
 DL0309  HISTORY     - 1959     MONUMENTED       CGS
 DL0309  HISTORY     - 1960     GOOD             NGS
 DL0309  HISTORY     - 1964     GOOD             NGS
 DL0309
 DL0309                          STATION DESCRIPTION
 DL0309
 DL0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0309'4.6 MI NW FROM CAMDEN.
 DL0309'ABOUT 4.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0309'STATION AT CAMDEN, 7 TELEPHONE POLES SOUTHEAST OF MILEPOLE 455, IN
 DL0309'SECTION 7, T 13 S, R 17 W, SET IN THE TOP AND CENTER OF THE NORTHEAST
 DL0309'CONCRETE HEADWALL OF A SMALL BOX CULVERT, 9 FEET NORTHEAST OF THE
 DL0309'NORTHEAST RAIL, AND ABOUT 1 FOOT BELOW THE TRACKS.
 DL0309
 DL0309                          STATION RECOVERY (1964)
 DL0309
 DL0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0326 ***********************************************************************
 DL0326  DESIGNATION -  J 196
 DL0326  PID         -  DL0326
 DL0326  STATE/COUNTY-  AR/OUACHITA
 DL0326  USGS QUAD   -  CAMDEN (1985)
 DL0326
 DL0326                         *CURRENT SURVEY CONTROL
 DL0326  ___________________________________________________________________
 DL0326* NAD 83(1986)-  33 32 45.     (N)    092 48 53.     (W)     SCALED    
 DL0326* NAVD 88     -        34.736  (meters)     113.96   (feet)  ADJUSTED  
 DL0326  ___________________________________________________________________
 DL0326  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0326  DYNAMIC HT  -          34.700 (meters)     113.84  (feet)  COMP
 DL0326  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 DL0326
 DL0326  VERT ORDER  -  FIRST     CLASS II
 DL0326
 DL0326.The horizontal coordinates were scaled from a topographic map and have
 DL0326.an estimated accuracy of +/- 6 seconds.
 DL0326
 DL0326.The orthometric height was determined by differential leveling
 DL0326.and adjusted by the National Geodetic Survey in June 1991..
 DL0326
 DL0326.The geoid height was determined by GEOID03.
 DL0326
 DL0326.The dynamic height is computed by dividing the NAVD 88
 DL0326.geopotential number by the normal gravity value computed on the
 DL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0326.degrees latitude (g = 980.6199 gals.).
 DL0326
 DL0326.The modeled gravity was interpolated from observed gravity values.
 DL0326
 DL0326;                    North         East    Units  Estimated Accuracy
 DL0326;SPC AR S     -   497,810.      324,340.      MT  (+/- 180 meters Scaled)
 DL0326
 DL0326                          SUPERSEDED SURVEY CONTROL
 DL0326
 DL0326  NGVD 29 (??/??/92)   34.76   (m)          114.0    (f) COMPUTED    1 2
 DL0326
 DL0326.Superseded values are not recommended for survey control.
 DL0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0326.See file dsdata.txt to determine how the superseded data were derived.
 DL0326
 DL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT172118(NAD 83)
 DL0326_MARKER: DB = BENCH MARK DISK
 DL0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0326_STAMPING: J 196 1960
 DL0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0326+STABILITY: SURFACE MOTION
 DL0326
 DL0326  HISTORY     - Date     Condition        Report By
 DL0326  HISTORY     - 1960     MONUMENTED       CGS
 DL0326  HISTORY     - 1964     GOOD             NGS
 DL0326  HISTORY     - 19881013 GOOD             USPSQD
 DL0326
 DL0326                          STATION DESCRIPTION
 DL0326
 DL0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0326'2.6 MI SE FROM CAMDEN.
 DL0326'ABOUT 2.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0326'STATION AT CAMDEN, IN THE NORTHWEST 1/4 OF SECTION 1, T 14 S, R 17 W,
 DL0326'16 POLES OR 0.5 MILE SOUTH OF MILEPOLE 462, 4 RAILS SOUTH OF A PRIVATE
 DL0326'ROAD CROSSING, 77 FEET EAST OF THE CENTER OF THE EAST RAIL OF THE MAIN
 DL0326'TRACK, 109 FEET NORTH OF A LONE 36-INCH OAK TREE, 77 FEET SOUTHEAST OF
 DL0326'A LONE 20-INCH OAK TREE, 30 FEET EAST OF A FENCE, 5 1/2 FEET SOUTH OF
 DL0326'THE EAST END OF A STEEL MESH FENCE ACROSS A LANE, ABOUT 3 FEET ABOVE
 DL0326'THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0326
 DL0326                          STATION RECOVERY (1964)
 DL0326
 DL0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0326'RECOVERED IN GOOD CONDITION.
 DL0326
 DL0326                          STATION RECOVERY (1988)
 DL0326
 DL0326'RECOVERY NOTE BY US POWER SQUADRON 1988 (WWL)
 DL0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0424 ***********************************************************************
 DL0424  DESIGNATION -  J 197
 DL0424  PID         -  DL0424
 DL0424  STATE/COUNTY-  AR/CLARK
 DL0424  USGS QUAD   -  GURDON (1970)
 DL0424
 DL0424                         *CURRENT SURVEY CONTROL
 DL0424  ___________________________________________________________________
 DL0424* NAD 83(1986)-  33 55 27.     (N)    093 09 37.     (W)     SCALED    
 DL0424* NAVD 88     -        65.738  (meters)     215.68   (feet)  ADJUSTED  
 DL0424  ___________________________________________________________________
 DL0424  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0424  DYNAMIC HT  -          65.672 (meters)     215.46  (feet)  COMP
 DL0424  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 DL0424
 DL0424  VERT ORDER  -  FIRST     CLASS II
 DL0424
 DL0424.This mark is at Gurdon Municipal Airport (5M8)
 DL0424
 DL0424.The horizontal coordinates were scaled from a topographic map and have
 DL0424.an estimated accuracy of +/- 6 seconds.
 DL0424
 DL0424.The orthometric height was determined by differential leveling
 DL0424.and adjusted by the National Geodetic Survey in June 1991..
 DL0424
 DL0424.The geoid height was determined by GEOID03.
 DL0424
 DL0424.The dynamic height is computed by dividing the NAVD 88
 DL0424.geopotential number by the normal gravity value computed on the
 DL0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0424.degrees latitude (g = 980.6199 gals.).
 DL0424
 DL0424.The modeled gravity was interpolated from observed gravity values.
 DL0424
 DL0424;                    North         East    Units  Estimated Accuracy
 DL0424;SPC AR S     -   540,080.      292,720.      MT  (+/- 180 meters Scaled)
 DL0424
 DL0424                          SUPERSEDED SURVEY CONTROL
 DL0424
 DL0424  NGVD 29 (??/??/92)   65.744  (m)          215.70   (f) ADJ UNCH    1 2
 DL0424
 DL0424.Superseded values are not recommended for survey control.
 DL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0424.See file dsdata.txt to determine how the superseded data were derived.
 DL0424
 DL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT851537(NAD 83)
 DL0424_MARKER: DB = BENCH MARK DISK
 DL0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0424_STAMPING: J 197 1960
 DL0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0424+STABILITY: SURFACE MOTION
 DL0424
 DL0424  HISTORY     - Date     Condition        Report By
 DL0424  HISTORY     - 1960     MONUMENTED       CGS
 DL0424  HISTORY     - 1964     GOOD             NGS
 DL0424  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 DL0424
 DL0424                          STATION DESCRIPTION
 DL0424
 DL0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0424'1.1 MI NW FROM GURDON.
 DL0424'FROM JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 53, AT GURDON, GO
 DL0424'NORTHEAST ON HIGHWAY FOR 0.4 MILE, TURN LEFT AND GO WEST ON GRAVEL
 DL0424'ROAD FOR 0.5 MILE TO CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.1 MILE
 DL0424'TO OLD AIRPORT BUILDINGS AND MARK.
 DL0424
 DL0424                          STATION RECOVERY (1998)
 DL0424
 DL0424'RECOVERY NOTE BY US POWER SQUADRON 1998
 DL0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0216 ***********************************************************************
 DL0216  DESIGNATION -  J 198
 DL0216  PID         -  DL0216
 DL0216  STATE/COUNTY-  AR/OUACHITA
 DL0216  USGS QUAD   -  SMACKOVER (1985)
 DL0216
 DL0216                         *CURRENT SURVEY CONTROL
 DL0216  ___________________________________________________________________
 DL0216* NAD 83(1986)-  33 21 58.     (N)    092 38 50.     (W)     SCALED    
 DL0216* NAVD 88     -        28.968  (meters)      95.04   (feet)  ADJUSTED  
 DL0216  ___________________________________________________________________
 DL0216  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0216  DYNAMIC HT  -          28.938 (meters)      94.94  (feet)  COMP
 DL0216  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 DL0216
 DL0216  VERT ORDER  -  FIRST     CLASS II
 DL0216
 DL0216.The horizontal coordinates were scaled from a topographic map and have
 DL0216.an estimated accuracy of +/- 6 seconds.
 DL0216
 DL0216.The orthometric height was determined by differential leveling
 DL0216.and adjusted by the National Geodetic Survey in June 1991..
 DL0216
 DL0216.The geoid height was determined by GEOID03.
 DL0216
 DL0216.The dynamic height is computed by dividing the NAVD 88
 DL0216.geopotential number by the normal gravity value computed on the
 DL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0216.degrees latitude (g = 980.6199 gals.).
 DL0216
 DL0216.The modeled gravity was interpolated from observed gravity values.
 DL0216
 DL0216;                    North         East    Units  Estimated Accuracy
 DL0216;SPC AR S     -   477,770.      339,770.      MT  (+/- 180 meters Scaled)
 DL0216
 DL0216                          SUPERSEDED SURVEY CONTROL
 DL0216
 DL0216  NGVD 29 (??/??/92)   29.002  (m)           95.15   (f) ADJ UNCH    1 2
 DL0216
 DL0216.Superseded values are not recommended for survey control.
 DL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0216.See file dsdata.txt to determine how the superseded data were derived.
 DL0216
 DL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS328919(NAD 83)
 DL0216_MARKER: DB = BENCH MARK DISK
 DL0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0216_STAMPING: J 198 1960
 DL0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0216+STABILITY: SURFACE MOTION
 DL0216
 DL0216  HISTORY     - Date     Condition        Report By
 DL0216  HISTORY     - 1960     MONUMENTED       CGS
 DL0216  HISTORY     - 1964     GOOD             NGS
 DL0216
 DL0216                          STATION DESCRIPTION
 DL0216
 DL0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0216'4.0 MI N FROM NORPHLET.
 DL0216'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0216'STATION AT NORPHLET, THENCE 3.7 MILES NORTH ALONG AN ASPHALT ROAD, IN
 DL0216'THE NORTHEAST CORNER OF SECTION 4, T 16 S, R 15 W, 0.1 MILE SOUTH OF A
 DL0216'BRIDGE, 165 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE, 73
 DL0216'FEET WEST OF THE CENTER LINE OF THE ROAD, 119 FEET NORTH OF THE
 DL0216'NORTHWEST LEG OF AN OIL WELL DERRICK, 8 FEET NORTH OF A 12-INCH
 DL0216'SWEETGUM TREE, 13 1/2 FEET SOUTHEAST OF A 5 FORKED SWEETGUM TREE, 1
 DL0216'1/2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 DL0216'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0216
 DL0216                          STATION RECOVERY (1964)
 DL0216
 DL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0837 ***********************************************************************
 DL0837  DESIGNATION -  J 199
 DL0837  PID         -  DL0837
 DL0837  STATE/COUNTY-  AR/LAFAYETTE
 DL0837  USGS QUAD   -  BRADLEY (1978)
 DL0837
 DL0837                         *CURRENT SURVEY CONTROL
 DL0837  ___________________________________________________________________
 DL0837* NAD 83(1986)-  33 06 35.     (N)    093 40 56.     (W)     SCALED    
 DL0837* NAVD 88     -        75.335  (meters)     247.16   (feet)  ADJUSTED  
 DL0837  ___________________________________________________________________
 DL0837  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL0837  DYNAMIC HT  -          75.253 (meters)     246.89  (feet)  COMP
 DL0837  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 DL0837
 DL0837  VERT ORDER  -  FIRST     CLASS II
 DL0837
 DL0837.The horizontal coordinates were scaled from a topographic map and have
 DL0837.an estimated accuracy of +/- 6 seconds.
 DL0837
 DL0837.The orthometric height was determined by differential leveling
 DL0837.and adjusted by the National Geodetic Survey in June 1991..
 DL0837
 DL0837.The geoid height was determined by GEOID03.
 DL0837
 DL0837.The dynamic height is computed by dividing the NAVD 88
 DL0837.geopotential number by the normal gravity value computed on the
 DL0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0837.degrees latitude (g = 980.6199 gals.).
 DL0837
 DL0837.The modeled gravity was interpolated from observed gravity values.
 DL0837
 DL0837;                    North         East    Units  Estimated Accuracy
 DL0837;SPC AR S     -   450,430.      242,990.      MT  (+/- 180 meters Scaled)
 DL0837
 DL0837                          SUPERSEDED SURVEY CONTROL
 DL0837
 DL0837  NGVD 29 (??/??/92)   75.395  (m)          247.36   (f) ADJ UNCH    1 2
 DL0837
 DL0837.Superseded values are not recommended for survey control.
 DL0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0837.See file dsdata.txt to determine how the superseded data were derived.
 DL0837
 DL0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS363636(NAD 83)
 DL0837_MARKER: DB = BENCH MARK DISK
 DL0837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0837_SP_SET: CULVERT
 DL0837_STAMPING: J 199 1960
 DL0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0837
 DL0837  HISTORY     - Date     Condition        Report By
 DL0837  HISTORY     - 1960     MONUMENTED       CGS
 DL0837  HISTORY     - 1963     GOOD             NGS
 DL0837
 DL0837                          STATION DESCRIPTION
 DL0837
 DL0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0837'2.0 MI NW FROM BRADLEY.
 DL0837'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0837'SOUTHWESTERN RAILWAY STATION AT BRADLEY, 25 FEET NORTH OF THE CENTER
 DL0837'LINE OF THE HIGHWAY, SET IN THE TOP OF EAST END OF THE NORTH HEADWALL
 DL0837'OF A 30-INCH CONCRETE TUBULAR CULVERT UNDER THE HIGHWAY, ABOUT 0.1
 DL0837'MILE WEST OF ALLEN BROTHERS SERVICE STATION AND IMPLEMENT SHOP, ABOUT
 DL0837'2 FEET BELOW THE HIGHWAY.
 DL0837
 DL0837                          STATION RECOVERY (1963)
 DL0837
 DL0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0117 ***********************************************************************
 DL0117  DESIGNATION -  J 200
 DL0117  PID         -  DL0117
 DL0117  STATE/COUNTY-  AR/UNION
 DL0117  USGS QUAD   -  NEW UNION (1981)
 DL0117
 DL0117                         *CURRENT SURVEY CONTROL
 DL0117  ___________________________________________________________________
 DL0117* NAD 83(1986)-  33 09 15.     (N)    092 14 29.     (W)     SCALED    
 DL0117* NAVD 88     -        33.603  (meters)     110.25   (feet)  ADJUSTED  
 DL0117  ___________________________________________________________________
 DL0117  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DL0117  DYNAMIC HT  -          33.567 (meters)     110.13  (feet)  COMP
 DL0117  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DL0117
 DL0117  VERT ORDER  -  FIRST     CLASS II
 DL0117
 DL0117.The horizontal coordinates were scaled from a topographic map and have
 DL0117.an estimated accuracy of +/- 6 seconds.
 DL0117
 DL0117.The orthometric height was determined by differential leveling
 DL0117.and adjusted by the National Geodetic Survey in June 1991..
 DL0117
 DL0117.The geoid height was determined by GEOID03.
 DL0117
 DL0117.The dynamic height is computed by dividing the NAVD 88
 DL0117.geopotential number by the normal gravity value computed on the
 DL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0117.degrees latitude (g = 980.6199 gals.).
 DL0117
 DL0117.The modeled gravity was interpolated from observed gravity values.
 DL0117
 DL0117;                    North         East    Units  Estimated Accuracy
 DL0117;SPC AR S     -   454,100.      377,480.      MT  (+/- 180 meters Scaled)
 DL0117
 DL0117                          SUPERSEDED SURVEY CONTROL
 DL0117
 DL0117  NGVD 29 (??/??/92)   33.659  (m)          110.43   (f) ADJ UNCH    1 2
 DL0117
 DL0117.Superseded values are not recommended for survey control.
 DL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0117.See file dsdata.txt to determine how the superseded data were derived.
 DL0117
 DL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS707686(NAD 83)
 DL0117_MARKER: DB = BENCH MARK DISK
 DL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0117_STAMPING: J 200 1960
 DL0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0117+STABILITY: SURFACE MOTION
 DL0117
 DL0117  HISTORY     - Date     Condition        Report By
 DL0117  HISTORY     - 1960     MONUMENTED       CGS
 DL0117  HISTORY     - 1964     GOOD             NGS
 DL0117  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0117
 DL0117                          STATION DESCRIPTION
 DL0117
 DL0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0117'9.35 MI NW FROM FELSENTHAL.
 DL0117'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0117'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD TO THE
 DL0117'INTERSECTION OF U. S. HIGHWAY 82, THENCE 1.95 MILES NORTHWEST ALONG A
 DL0117'GRADED DIRT ROAD, IN SECTION 16, T 18 S, R 11 W, AT THE SOUTHEAST END
 DL0117'OF A CUT, 69 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 100
 DL0117'YARDS NORTH OF THE NORTH CORNER OF AN OLD UNPAINTED HOUSE, 53 FEET
 DL0117'SOUTH-SOUTHEAST OF A 12-INCH PINE TREE, 7 FEET NORTHEAST OF A 15-INCH
 DL0117'FORKED PINE TREE, 3 FEET NORTH OF AN OLD FENCE, ABOUT 1 FOOT ABOVE THE
 DL0117'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 DL0117'INCHES.
 DL0117
 DL0117                          STATION RECOVERY (1964)
 DL0117
 DL0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0117'RECOVERED IN GOOD CONDITION.
 DL0117
 DL0117                          STATION RECOVERY (2004)
 DL0117
 DL0117'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0256 ***********************************************************************
 DL0256  DESIGNATION -  J 201
 DL0256  PID         -  DL0256
 DL0256  STATE/COUNTY-  AR/UNION
 DL0256  USGS QUAD   -  EL DORADO EAST (1981)
 DL0256
 DL0256                         *CURRENT SURVEY CONTROL
 DL0256  ___________________________________________________________________
 DL0256* NAD 83(1986)-  33 14 04.     (N)    092 30 08.     (W)     SCALED    
 DL0256* NAVD 88     -        43.272  (meters)     141.97   (feet)  ADJUSTED  
 DL0256  ___________________________________________________________________
 DL0256  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0256  DYNAMIC HT  -          43.225 (meters)     141.81  (feet)  COMP
 DL0256  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DL0256
 DL0256  VERT ORDER  -  FIRST     CLASS II
 DL0256
 DL0256.The horizontal coordinates were scaled from a topographic map and have
 DL0256.an estimated accuracy of +/- 6 seconds.
 DL0256
 DL0256.The orthometric height was determined by differential leveling
 DL0256.and adjusted by the National Geodetic Survey in June 1991..
 DL0256
 DL0256.The geoid height was determined by GEOID03.
 DL0256
 DL0256.The dynamic height is computed by dividing the NAVD 88
 DL0256.geopotential number by the normal gravity value computed on the
 DL0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0256.degrees latitude (g = 980.6199 gals.).
 DL0256
 DL0256.The modeled gravity was interpolated from observed gravity values.
 DL0256
 DL0256;                    North         East    Units  Estimated Accuracy
 DL0256;SPC AR S     -   463,090.      353,190.      MT  (+/- 180 meters Scaled)
 DL0256
 DL0256                          SUPERSEDED SURVEY CONTROL
 DL0256
 DL0256  NGVD 29 (??/??/92)   43.313  (m)          142.10   (f) ADJ UNCH    1 2
 DL0256
 DL0256.Superseded values are not recommended for survey control.
 DL0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0256.See file dsdata.txt to determine how the superseded data were derived.
 DL0256
 DL0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS463773(NAD 83)
 DL0256_MARKER: DB = BENCH MARK DISK
 DL0256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0256_SP_SET: 23.5 FT.
 DL0256_STAMPING: J 201 1960
 DL0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0256
 DL0256  HISTORY     - Date     Condition        Report By
 DL0256  HISTORY     - 1960     MONUMENTED       CGS
 DL0256  HISTORY     - 1964     GOOD             NGS
 DL0256  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0256
 DL0256                          STATION DESCRIPTION
 DL0256
 DL0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0256'1.85 MI E FROM OLD UNION.
 DL0256'ABOUT 0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST
 DL0256'CHURCH AT OLD UNION, THENCE 1.65 MILES EAST ALONG STATE HIGHWAY 15 IN
 DL0256'SECTION 13, T 17 S, R 14 W, 0.25 MILE EAST OF A BRIDGE, ON THE INSIDE
 DL0256'AND AT THE WEST END OF A SHARP CURVE IN THE HIGHWAY, AT THE CREST OF A
 DL0256'HILL, 87 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 53 1/2 FEET
 DL0256'WEST OF A 38-INCH SWEET GUM TREE, 53 1/2 FEET WEST-SOUTHWEST OF A
 DL0256'32-INCH WHITE OAK TREE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 DL0256'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 DL0256'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 23 1/2 FEET
 DL0256'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 8 INCHES.  NOTE-- THE
 DL0256'HIGHWAY HAS BEEN CHANGED SLIGHTLY NEAR SITE OF MARK AND MARK WAS
 DL0256'RECOVERED ABOUT 60 FEET SOUTH OF THE CENTERLINE OF ROAD AND 53.5 FEET
 DL0256'WEST-SE OF A 32-INCH WHITE OAK TREE.
 DL0256
 DL0256                          STATION RECOVERY (1964)
 DL0256
 DL0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0256'RECOVERED IN GOOD CONDITION.
 DL0256
 DL0256                          STATION RECOVERY (2004)
 DL0256
 DL0256'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0545 ***********************************************************************
 DL0545  DESIGNATION -  J 202
 DL0545  PID         -  DL0545
 DL0545  STATE/COUNTY-  AR/COLUMBIA
 DL0545  USGS QUAD   -  WALDO (1968)
 DL0545
 DL0545                         *CURRENT SURVEY CONTROL
 DL0545  ___________________________________________________________________
 DL0545* NAD 83(1986)-  33 21 07.     (N)    093 18 28.     (W)     SCALED    
 DL0545* NAVD 88     -       100.049  (meters)     328.24   (feet)  ADJUSTED  
 DL0545  ___________________________________________________________________
 DL0545  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DL0545  DYNAMIC HT  -          99.942 (meters)     327.89  (feet)  COMP
 DL0545  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DL0545
 DL0545  VERT ORDER  -  FIRST     CLASS II
 DL0545
 DL0545.The horizontal coordinates were scaled from a topographic map and have
 DL0545.an estimated accuracy of +/- 6 seconds.
 DL0545
 DL0545.The orthometric height was determined by differential leveling
 DL0545.and adjusted by the National Geodetic Survey in June 1991..
 DL0545
 DL0545.The geoid height was determined by GEOID03.
 DL0545
 DL0545.The dynamic height is computed by dividing the NAVD 88
 DL0545.geopotential number by the normal gravity value computed on the
 DL0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0545.degrees latitude (g = 980.6199 gals.).
 DL0545
 DL0545.The modeled gravity was interpolated from observed gravity values.
 DL0545
 DL0545;                    North         East    Units  Estimated Accuracy
 DL0545;SPC AR S     -   476,780.      278,280.      MT  (+/- 180 meters Scaled)
 DL0545
 DL0545                          SUPERSEDED SURVEY CONTROL
 DL0545
 DL0545  NGVD 29 (??/??/92)  100.078  (m)          328.34   (f) ADJ UNCH    1 2
 DL0545
 DL0545.Superseded values are not recommended for survey control.
 DL0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0545.See file dsdata.txt to determine how the superseded data were derived.
 DL0545
 DL0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS713903(NAD 83)
 DL0545_MARKER: DB = BENCH MARK DISK
 DL0545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0545_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0545_STAMPING: J 202 1960
 DL0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0545
 DL0545  HISTORY     - Date     Condition        Report By
 DL0545  HISTORY     - 1960     MONUMENTED       CGS
 DL0545  HISTORY     - 1963     GOOD             NGS
 DL0545
 DL0545                          STATION DESCRIPTION
 DL0545
 DL0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0545'0.8 MI W FROM WALDO.
 DL0545'ABOUT 0.8 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0545'STATION AT WALDO, ABOUT ON THE LINE BETWEEN SECTIONS 17 AND 18, T 16
 DL0545'S, R 21 W, 87 1/2 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM THE
 DL0545'FIRST TELEPHONE POLE EAST OF MILEPOST 374, 46 1/2 FEET NORTH OF THE
 DL0545'NORTH RAIL, 9 FEET NORTH OF A TELEPHONE POLE, 16 FEET EAST OF A T
 DL0545'FENCE CORNER POST, 2 FEET SOUTH OF A FENCE, 1.5 FEET NORTH OF A METAL
 DL0545'WITNESS POST, ABOUT 1 FOOT BELOW THE TRACKS, AND ON THE TOP OF A 3
 DL0545'1/2-INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE GROUND.
 DL0545
 DL0545                          STATION RECOVERY (1963)
 DL0545
 DL0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0765 ***********************************************************************
 DL0765  DESIGNATION -  J 203
 DL0765  PID         -  DL0765
 DL0765  STATE/COUNTY-  AR/LAFAYETTE
 DL0765  USGS QUAD   -  LEWISVILLE (1978)
 DL0765
 DL0765                         *CURRENT SURVEY CONTROL
 DL0765  ___________________________________________________________________
 DL0765* NAD 83(1986)-  33 18 13.     (N)    093 36 11.     (W)     SCALED    
 DL0765* NAVD 88     -        82.302  (meters)     270.02   (feet)  ADJUSTED  
 DL0765  ___________________________________________________________________
 DL0765  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DL0765  DYNAMIC HT  -          82.214 (meters)     269.73  (feet)  COMP
 DL0765  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 DL0765
 DL0765  VERT ORDER  -  FIRST     CLASS II
 DL0765
 DL0765.The horizontal coordinates were scaled from a topographic map and have
 DL0765.an estimated accuracy of +/- 6 seconds.
 DL0765
 DL0765.The orthometric height was determined by differential leveling
 DL0765.and adjusted by the National Geodetic Survey in June 1991..
 DL0765
 DL0765.The geoid height was determined by GEOID03.
 DL0765
 DL0765.The dynamic height is computed by dividing the NAVD 88
 DL0765.geopotential number by the normal gravity value computed on the
 DL0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0765.degrees latitude (g = 980.6199 gals.).
 DL0765
 DL0765.The modeled gravity was interpolated from observed gravity values.
 DL0765
 DL0765;                    North         East    Units  Estimated Accuracy
 DL0765;SPC AR S     -   471,820.      250,710.      MT  (+/- 180 meters Scaled)
 DL0765
 DL0765                          SUPERSEDED SURVEY CONTROL
 DL0765
 DL0765  NGVD 29 (??/??/92)   82.347  (m)          270.17   (f) ADJ UNCH    1 2
 DL0765
 DL0765.Superseded values are not recommended for survey control.
 DL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0765.See file dsdata.txt to determine how the superseded data were derived.
 DL0765
 DL0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS438851(NAD 83)
 DL0765_MARKER: DB = BENCH MARK DISK
 DL0765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0765_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0765_STAMPING: J 203 1960
 DL0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0765
 DL0765  HISTORY     - Date     Condition        Report By
 DL0765  HISTORY     - 1960     MONUMENTED       CGS
 DL0765  HISTORY     - 1963     GOOD             NGS
 DL0765
 DL0765                          STATION DESCRIPTION
 DL0765
 DL0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0765'4.55 MI SW FROM LEWISVILLE.
 DL0765'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0765'STATION AT LEWISVILLE, THENCE 3.85 MILES SOUTH ALONG THE ST. LOUIS
 DL0765'SOUTHWESTERN RAILWAY, IN THE SOUTHEAST 1/4 OF SECTION 5, T 17 S, R 24
 DL0765'W, 24 FEET WEST OF MILEPOST 394, 48 FEET WEST OF THE WEST RAIL, 2 FEET
 DL0765'WEST OF A FENCE, ABOUT 5 1/2 FEET BELOW THE TRACK, AND ON THE TOP OF A
 DL0765'3-INCH IRON PIPE PROJECTING 14 INCHES.
 DL0765
 DL0765                          STATION RECOVERY (1963)
 DL0765
 DL0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0511 ***********************************************************************
 DL0511  DESIGNATION -  J 204
 DL0511  PID         -  DL0511
 DL0511  STATE/COUNTY-  AR/OUACHITA
 DL0511  USGS QUAD   -  STEPHENS (1976)
 DL0511
 DL0511                         *CURRENT SURVEY CONTROL
 DL0511  ___________________________________________________________________
 DL0511* NAD 83(1986)-  33 27 53.     (N)    093 01 15.     (W)     SCALED    
 DL0511* NAVD 88     -        59.271  (meters)     194.46   (feet)  ADJUSTED  
 DL0511  ___________________________________________________________________
 DL0511  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0511  DYNAMIC HT  -          59.209 (meters)     194.25  (feet)  COMP
 DL0511  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 DL0511
 DL0511  VERT ORDER  -  FIRST     CLASS II
 DL0511
 DL0511.The horizontal coordinates were scaled from a topographic map and have
 DL0511.an estimated accuracy of +/- 6 seconds.
 DL0511
 DL0511.The orthometric height was determined by differential leveling
 DL0511.and adjusted by the National Geodetic Survey in June 1991..
 DL0511
 DL0511.The geoid height was determined by GEOID03.
 DL0511
 DL0511.The dynamic height is computed by dividing the NAVD 88
 DL0511.geopotential number by the normal gravity value computed on the
 DL0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0511.degrees latitude (g = 980.6199 gals.).
 DL0511
 DL0511.The modeled gravity was interpolated from observed gravity values.
 DL0511
 DL0511;                    North         East    Units  Estimated Accuracy
 DL0511;SPC AR S     -   488,990.      305,110.      MT  (+/- 180 meters Scaled)
 DL0511
 DL0511                          SUPERSEDED SURVEY CONTROL
 DL0511
 DL0511  NGVD 29 (??/??/92)   59.298  (m)          194.55   (f) ADJ UNCH    1 2
 DL0511
 DL0511.Superseded values are not recommended for survey control.
 DL0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0511.See file dsdata.txt to determine how the superseded data were derived.
 DL0511
 DL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT980028(NAD 83)
 DL0511_MARKER: DB = BENCH MARK DISK
 DL0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0511_SP_SET: PILLAR
 DL0511_STAMPING: J 204 1960
 DL0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0511
 DL0511  HISTORY     - Date     Condition        Report By
 DL0511  HISTORY     - 1960     MONUMENTED       CGS
 DL0511  HISTORY     - 1964     GOOD             NGS
 DL0511
 DL0511                          STATION DESCRIPTION
 DL0511
 DL0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0511'4.85 MI NE FROM STEPHENS.
 DL0511'ABOUT 4.85 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0511'FROM THE STATION AT STEPHENS, IN THE NORTH SIDE OF SECTION 1, T 15 S,
 DL0511'R 19 W, IN THE TOP OF A CONCRETE PILLAR AT THE EAST CORNER OF A
 DL0511'CONCRETE HIGHWAY BRIDGE OVER CYPRESS CREEK, 17 FEET SOUTHEAST OF THE
 DL0511'CENTER LINE OF THE HIGHWAY, 134 FEET NORTHWEST OF THE NORTHWEST RAIL
 DL0511'OF THE RAILROAD, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND 4
 DL0511'FEET ABOVE THE HIGHWAY.
 DL0511
 DL0511                          STATION RECOVERY (1964)
 DL0511
 DL0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0657 ***********************************************************************
 DL0657  DESIGNATION -  J 205
 DL0657  PID         -  DL0657
 DL0657  STATE/COUNTY-  AR/COLUMBIA
 DL0657  USGS QUAD   -  EMERSON (1971)
 DL0657
 DL0657                         *CURRENT SURVEY CONTROL
 DL0657  ___________________________________________________________________
 DL0657* NAD 83(1986)-  33 07 19.     (N)    093 11 53.     (W)     SCALED    
 DL0657* NAVD 88     -        79.702  (meters)     261.49   (feet)  ADJUSTED  
 DL0657  ___________________________________________________________________
 DL0657  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0657  DYNAMIC HT  -          79.615 (meters)     261.20  (feet)  COMP
 DL0657  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 DL0657
 DL0657  VERT ORDER  -  SECOND    CLASS 0
 DL0657
 DL0657.The horizontal coordinates were scaled from a topographic map and have
 DL0657.an estimated accuracy of +/- 6 seconds.
 DL0657
 DL0657.The orthometric height was determined by differential leveling
 DL0657.and adjusted by the National Geodetic Survey in June 1991..
 DL0657
 DL0657.The geoid height was determined by GEOID03.
 DL0657
 DL0657.The dynamic height is computed by dividing the NAVD 88
 DL0657.geopotential number by the normal gravity value computed on the
 DL0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0657.degrees latitude (g = 980.6199 gals.).
 DL0657
 DL0657.The modeled gravity was interpolated from observed gravity values.
 DL0657
 DL0657;                    North         East    Units  Estimated Accuracy
 DL0657;SPC AR S     -   451,150.      288,190.      MT  (+/- 180 meters Scaled)
 DL0657
 DL0657                          SUPERSEDED SURVEY CONTROL
 DL0657
 DL0657  NGVD 29 (??/??/92)   79.761  (m)          261.68   (f) ADJ UNCH    2 0
 DL0657
 DL0657.Superseded values are not recommended for survey control.
 DL0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0657.See file dsdata.txt to determine how the superseded data were derived.
 DL0657
 DL0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS815648(NAD 83)
 DL0657_MARKER: DB = BENCH MARK DISK
 DL0657_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0657_SP_SET: 16 FT.
 DL0657_STAMPING: J 205 1960
 DL0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0657
 DL0657  HISTORY     - Date     Condition        Report By
 DL0657  HISTORY     - 1960     MONUMENTED       CGS
 DL0657  HISTORY     - 1963     GOOD             NGS
 DL0657
 DL0657                          STATION DESCRIPTION
 DL0657
 DL0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0657'1.6 MI N FROM EMERSON.
 DL0657'ABOUT 1.6 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0657'THE STATION AT EMERSON, 0.25 MILE SOUTH OF MILEPOST 17, IN SECTION 5,
 DL0657'T 19 S, R 20 W, 5 RAILS SOUTH OF A ROAD CROSSING, 44 1/2 FEET WEST OF
 DL0657'THE WEST RAIL, 15 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET
 DL0657'WEST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE TRACK, ON THE TOP
 DL0657'OF A 5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A DEPTH OF 16
 DL0657'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
 DL0657
 DL0657                          STATION RECOVERY (1963)
 DL0657
 DL0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1530 ***********************************************************************
 FF1530  DESIGNATION -  J 206
 FF1530  PID         -  FF1530
 FF1530  STATE/COUNTY-  AR/WHITE
 FF1530  USGS QUAD   -  LETONA (1962)
 FF1530
 FF1530                         *CURRENT SURVEY CONTROL
 FF1530  ___________________________________________________________________
 FF1530* NAD 83(1986)-  35 15 02.     (N)    091 50 41.     (W)     SCALED    
 FF1530* NAVD 88     -        88.496  (meters)     290.34   (feet)  ADJUSTED  
 FF1530  ___________________________________________________________________
 FF1530  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1530  DYNAMIC HT  -          88.416 (meters)     290.08  (feet)  COMP
 FF1530  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 FF1530
 FF1530  VERT ORDER  -  SECOND    CLASS 0
 FF1530
 FF1530.The horizontal coordinates were scaled from a topographic map and have
 FF1530.an estimated accuracy of +/- 6 seconds.
 FF1530
 FF1530.The orthometric height was determined by differential leveling
 FF1530.and adjusted by the National Geodetic Survey in June 1991..
 FF1530
 FF1530.The geoid height was determined by GEOID03.
 FF1530
 FF1530.The dynamic height is computed by dividing the NAVD 88
 FF1530.geopotential number by the normal gravity value computed on the
 FF1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1530.degrees latitude (g = 980.6199 gals.).
 FF1530
 FF1530.The modeled gravity was interpolated from observed gravity values.
 FF1530
 FF1530;                    North         East    Units  Estimated Accuracy
 FF1530;SPC AR N     -   101,770.      414,130.      MT  (+/- 180 meters Scaled)
 FF1530
 FF1530                          SUPERSEDED SURVEY CONTROL
 FF1530
 FF1530  NGVD 29 (??/??/??)   88.446  (m)          290.18   (f) ADJUSTED    2 0
 FF1530
 FF1530.Superseded values are not recommended for survey control.
 FF1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1530.See file dsdata.txt to determine how the superseded data were derived.
 FF1530
 FF1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV051014(NAD 83)
 FF1530_MARKER: DB = BENCH MARK DISK
 FF1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1530_STAMPING: J 206 1962
 FF1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1530+STABILITY: SURFACE MOTION
 FF1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1530+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 FF1530
 FF1530  HISTORY     - Date     Condition        Report By
 FF1530  HISTORY     - 1962     MONUMENTED       CGS
 FF1530  HISTORY     - 1967     GOOD             CGS
 FF1530  HISTORY     - 1988     GOOD             USPSQD
 FF1530  HISTORY     - 20030729 GOOD             USACE
 FF1530
 FF1530                          STATION DESCRIPTION
 FF1530
 FF1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1530'6.4 MI W FROM SEARCY.
 FF1530'IT IS 0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE IN
 FF1530'SEARCY, THENCE 6.15 MILES WEST ALONG STATE HIGHWAY 36, 40 FEET
 FF1530'NORTH OF THE CENTER OF THE HIGHWAY, 24 FEET EAST OF THE CENTER
 FF1530'OF A GRADED ROAD, 17 FEET SOUTH OF A POWERLINE POLE, 9 FEET EAST
 FF1530'OF A FENCE CORNER, 2 FEET WEST OF A METAL WITNESS POST, 1 FOOT
 FF1530'NORTH OF A FENCE AND SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 FF1530'POST PROJECTING 3 INCHES.
 FF1530
 FF1530                          STATION RECOVERY (1988)
 FF1530
 FF1530'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1530'RECOVERED IN GOOD CONDITION.
 FF1530
 FF1530                          STATION RECOVERY (2003)
 FF1530
 FF1530'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0249 ***********************************************************************
 FG0249  DESIGNATION -  J 207
 FG0249  PID         -  FG0249
 FG0249  STATE/COUNTY-  AR/CLEBURNE
 FG0249  USGS QUAD   -  QUITMAN (1991)
 FG0249
 FG0249                         *CURRENT SURVEY CONTROL
 FG0249  ___________________________________________________________________
 FG0249* NAD 83(1986)-  35 22 30.     (N)    092 10 50.     (W)     SCALED    
 FG0249* NAVD 88     -       215.309  (meters)     706.39   (feet)  ADJUSTED  
 FG0249  ___________________________________________________________________
 FG0249  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FG0249  DYNAMIC HT  -         215.109 (meters)     705.74  (feet)  COMP
 FG0249  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 FG0249
 FG0249  VERT ORDER  -  SECOND    CLASS 0
 FG0249
 FG0249.The horizontal coordinates were scaled from a topographic map and have
 FG0249.an estimated accuracy of +/- 6 seconds.
 FG0249
 FG0249.The orthometric height was determined by differential leveling
 FG0249.and adjusted by the National Geodetic Survey in June 1991..
 FG0249
 FG0249.The geoid height was determined by GEOID03.
 FG0249
 FG0249.The dynamic height is computed by dividing the NAVD 88
 FG0249.geopotential number by the normal gravity value computed on the
 FG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0249.degrees latitude (g = 980.6199 gals.).
 FG0249
 FG0249.The modeled gravity was interpolated from observed gravity values.
 FG0249
 FG0249;                    North         East    Units  Estimated Accuracy
 FG0249;SPC AR N     -   115,580.      383,590.      MT  (+/- 180 meters Scaled)
 FG0249
 FG0249                          SUPERSEDED SURVEY CONTROL
 FG0249
 FG0249  NGVD 29 (??/??/92)  215.263  (m)          706.24   (f) ADJ UNCH    2 0
 FG0249
 FG0249.Superseded values are not recommended for survey control.
 FG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0249.See file dsdata.txt to determine how the superseded data were derived.
 FG0249
 FG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV744149(NAD 83)
 FG0249_MARKER: DB = BENCH MARK DISK
 FG0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0249_SP_SET: CULVERT
 FG0249_STAMPING: J 207 1962
 FG0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0249
 FG0249  HISTORY     - Date     Condition        Report By
 FG0249  HISTORY     - 1962     MONUMENTED       CGS
 FG0249  HISTORY     - 1967     GOOD             NGS
 FG0249
 FG0249                          STATION DESCRIPTION
 FG0249
 FG0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0249'2.1 MI E FROM QUITMAN.
 FG0249'IT IS 0.35 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FG0249'IN QUITMAN, THENCE 1.75 MILES EAST ALONG STATE HIGHWAY 124, 17 FEET
 FG0249'SOUTH OF THE CENTER OF THE HIGHWAY, 2.4 FEET WEST OF THE EAST END OF
 FG0249'THE SOUTH HEADWALL OF A CONCRETE CULVERT AND CEMENTED IN A DRILL HOLE
 FG0249'IN THE TOP OF THE SOUTH HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0142 ***********************************************************************
 FG0142  DESIGNATION -  J 208
 FG0142  PID         -  FG0142
 FG0142  STATE/COUNTY-  AR/FAULKNER
 FG0142  USGS QUAD   -  ENOLA (1982)
 FG0142
 FG0142                         *CURRENT SURVEY CONTROL
 FG0142  ___________________________________________________________________
 FG0142* NAD 83(1986)-  35 13 21.     (N)    092 07 42.     (W)     SCALED    
 FG0142* NAVD 88     -       127.802  (meters)     419.30   (feet)  ADJUSTED  
 FG0142  ___________________________________________________________________
 FG0142  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FG0142  DYNAMIC HT  -         127.683 (meters)     418.91  (feet)  COMP
 FG0142  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 FG0142
 FG0142  VERT ORDER  -  SECOND    CLASS 0
 FG0142
 FG0142.The horizontal coordinates were scaled from a topographic map and have
 FG0142.an estimated accuracy of +/- 6 seconds.
 FG0142
 FG0142.The orthometric height was determined by differential leveling
 FG0142.and adjusted by the National Geodetic Survey in June 1991..
 FG0142
 FG0142.The geoid height was determined by GEOID03.
 FG0142
 FG0142.The dynamic height is computed by dividing the NAVD 88
 FG0142.geopotential number by the normal gravity value computed on the
 FG0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0142.degrees latitude (g = 980.6199 gals.).
 FG0142
 FG0142.The modeled gravity was interpolated from observed gravity values.
 FG0142
 FG0142;                    North         East    Units  Estimated Accuracy
 FG0142;SPC AR N     -    98,650.      388,320.      MT  (+/- 180 meters Scaled)
 FG0142
 FG0142                          SUPERSEDED SURVEY CONTROL
 FG0142
 FG0142  NGVD 29 (??/??/92)  127.782  (m)          419.23   (f) ADJ UNCH    2 0
 FG0142
 FG0142.Superseded values are not recommended for survey control.
 FG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0142.See file dsdata.txt to determine how the superseded data were derived.
 FG0142
 FG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU793980(NAD 83)
 FG0142_MARKER: DB = BENCH MARK DISK
 FG0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0142_STAMPING: J 208 1962
 FG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0142+STABILITY: SURFACE MOTION
 FG0142
 FG0142  HISTORY     - Date     Condition        Report By
 FG0142  HISTORY     - 1962     MONUMENTED       CGS
 FG0142  HISTORY     - 1989     GOOD             USPSQD
 FG0142
 FG0142                          STATION DESCRIPTION
 FG0142
 FG0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0142'0.4 MI SW FROM MOUNT VERNON.
 FG0142'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0142'MOUNT VERNON, 74 FEET NORTHEAST CENTER OF INTERSECTION OF THE HIGHWAY
 FG0142'AND A PRIVATE DRIVE, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2
 FG0142'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 FG0142'THE ROAD, 1 FOOT WEST OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST
 FG0142'PROJECTING 4 INCHES ABOVE GROUND.
 FG0142
 FG0142                          STATION RECOVERY (1989)
 FG0142
 FG0142'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0223 ***********************************************************************
 FG0223  DESIGNATION -  J 209
 FG0223  PID         -  FG0223
 FG0223  STATE/COUNTY-  AR/FAULKNER
 FG0223  USGS QUAD   -  DAMASCUS (1994)
 FG0223
 FG0223                         *CURRENT SURVEY CONTROL
 FG0223  ___________________________________________________________________
 FG0223* NAD 83(1986)-  35 21 31.     (N)    092 25 08.     (W)     SCALED    
 FG0223* NAVD 88     -       202.631  (meters)     664.80   (feet)  ADJUSTED  
 FG0223  ___________________________________________________________________
 FG0223  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0223  DYNAMIC HT  -         202.443 (meters)     664.18  (feet)  COMP
 FG0223  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FG0223
 FG0223  VERT ORDER  -  SECOND    CLASS 0
 FG0223
 FG0223.The horizontal coordinates were scaled from a topographic map and have
 FG0223.an estimated accuracy of +/- 6 seconds.
 FG0223
 FG0223.The orthometric height was determined by differential leveling
 FG0223.and adjusted by the National Geodetic Survey in June 1991..
 FG0223
 FG0223.The geoid height was determined by GEOID03.
 FG0223
 FG0223.The dynamic height is computed by dividing the NAVD 88
 FG0223.geopotential number by the normal gravity value computed on the
 FG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0223.degrees latitude (g = 980.6199 gals.).
 FG0223
 FG0223.The modeled gravity was interpolated from observed gravity values.
 FG0223
 FG0223;                    North         East    Units  Estimated Accuracy
 FG0223;SPC AR N     -   113,830.      361,930.      MT  (+/- 180 meters Scaled)
 FG0223
 FG0223                          SUPERSEDED SURVEY CONTROL
 FG0223
 FG0223  NGVD 29 (??/??/92)  202.613  (m)          664.74   (f) ADJ UNCH    2 0
 FG0223
 FG0223.Superseded values are not recommended for survey control.
 FG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0223.See file dsdata.txt to determine how the superseded data were derived.
 FG0223
 FG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV527129(NAD 83)
 FG0223_MARKER: DB = BENCH MARK DISK
 FG0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0223_STAMPING: J 209 1962
 FG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0223+STABILITY: SURFACE MOTION
 FG0223
 FG0223  HISTORY     - Date     Condition        Report By
 FG0223  HISTORY     - 1962     MONUMENTED       CGS
 FG0223  HISTORY     - 1967     GOOD             NGS
 FG0223
 FG0223                          STATION DESCRIPTION
 FG0223
 FG0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0223'0.9 MI SW FROM DAMASCUS.
 FG0223'IT IS 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 FG0223'IN DAMASCUS, 45 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 1.9 FEET
 FG0223'NORTH OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE AND SET IN THE
 FG0223'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0242 ***********************************************************************
 FG0242  DESIGNATION -  J 210
 FG0242  PID         -  FG0242
 FG0242  STATE/COUNTY-  AR/VAN BUREN
 FG0242  USGS QUAD   -  MORGANTON (1989)
 FG0242
 FG0242                         *CURRENT SURVEY CONTROL
 FG0242  ___________________________________________________________________
 FG0242* NAD 83(1986)-  35 22 56.     (N)    092 18 40.     (W)     SCALED    
 FG0242* NAVD 88     -       188.638  (meters)     618.89   (feet)  ADJUSTED  
 FG0242  ___________________________________________________________________
 FG0242  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FG0242  DYNAMIC HT  -         188.464 (meters)     618.32  (feet)  COMP
 FG0242  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 FG0242
 FG0242  VERT ORDER  -  SECOND    CLASS 0
 FG0242
 FG0242.The horizontal coordinates were scaled from a topographic map and have
 FG0242.an estimated accuracy of +/- 6 seconds.
 FG0242
 FG0242.The orthometric height was determined by differential leveling
 FG0242.and adjusted by the National Geodetic Survey in June 1991..
 FG0242
 FG0242.The geoid height was determined by GEOID03.
 FG0242
 FG0242.The dynamic height is computed by dividing the NAVD 88
 FG0242.geopotential number by the normal gravity value computed on the
 FG0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0242.degrees latitude (g = 980.6199 gals.).
 FG0242
 FG0242.The modeled gravity was interpolated from observed gravity values.
 FG0242
 FG0242;                    North         East    Units  Estimated Accuracy
 FG0242;SPC AR N     -   116,410.      371,730.      MT  (+/- 180 meters Scaled)
 FG0242
 FG0242                          SUPERSEDED SURVEY CONTROL
 FG0242
 FG0242  NGVD 29 (??/??/92)  188.604  (m)          618.78   (f) ADJ UNCH    2 0
 FG0242
 FG0242.Superseded values are not recommended for survey control.
 FG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0242.See file dsdata.txt to determine how the superseded data were derived.
 FG0242
 FG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV625156(NAD 83)
 FG0242_MARKER: DB = BENCH MARK DISK
 FG0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0242_SP_SET: CULVERT
 FG0242_STAMPING: J 210 1962
 FG0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0242
 FG0242  HISTORY     - Date     Condition        Report By
 FG0242  HISTORY     - 1962     MONUMENTED       CGS
 FG0242  HISTORY     - 1967     GOOD             NGS
 FG0242
 FG0242                          STATION DESCRIPTION
 FG0242
 FG0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0242'5.5 MI W FROM QUITMAN.
 FG0242'IT IS 0.3 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE IN
 FG0242'QUITMAN, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY 124, 18 FEET SOUTH
 FG0242'OF THE CENTER OF THE HIGHWAY, 3 FEET NORTHWEST OF A METAL WITNESS POST
 FG0242'AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH HEADWALL OF A
 FG0242'SMALL CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1923 ***********************************************************************
 FE1923  DESIGNATION -  J 213
 FE1923  PID         -  FE1923
 FE1923  STATE/COUNTY-  AR/MISSISSIPPI
 FE1923  USGS QUAD   -  ARMOREL (1983)
 FE1923
 FE1923                         *CURRENT SURVEY CONTROL
 FE1923  ___________________________________________________________________
 FE1923* NAD 83(1986)-  35 54 20.     (N)    089 45 44.     (W)     SCALED    
 FE1923* NAVD 88     -        83.987  (meters)     275.55   (feet)  ADJUSTED  
 FE1923  ___________________________________________________________________
 FE1923  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FE1923  DYNAMIC HT  -          83.916 (meters)     275.31  (feet)  COMP
 FE1923  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1923
 FE1923  VERT ORDER  -  FIRST     CLASS I
 FE1923
 FE1923.The horizontal coordinates were scaled from a topographic map and have
 FE1923.an estimated accuracy of +/- 6 seconds.
 FE1923
 FE1923.The orthometric height was determined by differential leveling
 FE1923.and adjusted by the National Geodetic Survey in June 1991..
 FE1923
 FE1923.The geoid height was determined by GEOID03.
 FE1923
 FE1923.The dynamic height is computed by dividing the NAVD 88
 FE1923.geopotential number by the normal gravity value computed on the
 FE1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1923.degrees latitude (g = 980.6199 gals.).
 FE1923
 FE1923.The modeled gravity was interpolated from observed gravity values.
 FE1923
 FE1923;                    North         East    Units  Estimated Accuracy
 FE1923;SPC AR N     -   176,720.      601,980.      MT  (+/- 180 meters Scaled)
 FE1923
 FE1923                          SUPERSEDED SURVEY CONTROL
 FE1923
 FE1923  NGVD 29 (??/??/??)   83.917  (m)          275.32   (f) ADJUSTED    1 1
 FE1923
 FE1923.Superseded values are not recommended for survey control.
 FE1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1923.See file dsdata.txt to determine how the superseded data were derived.
 FE1923
 FE1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE507769(NAD 83)
 FE1923_MARKER: DB = BENCH MARK DISK
 FE1923_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1923_SP_SET: 56 FEET
 FE1923_STAMPING: J 213 1976
 FE1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1923
 FE1923  HISTORY     - Date     Condition        Report By
 FE1923  HISTORY     - 1976     MONUMENTED       NGS
 FE1923  HISTORY     - 20020722 POOR             USACE
 FE1923
 FE1923                          STATION DESCRIPTION
 FE1923
 FE1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1923'0.2 MI NE FROM BARFIELD.
 FE1923'0.15 MILE NORTHEAST ALONG LEVEE FROM THE JUNCTION OF STATE HIGHWAY
 FE1923'18 AT BARFIELD, AT THE AGRICO CHEMICAL PLANT PIPE LINE, 8.4 MILES
 FE1923'SOUTH OF HUFFMAN, 11 FEET NORTHEAST OF CENTER OF LEVEE, 4.1 FEET
 FE1923'SOUTHWEST OF THE CENTER OF METAL GATE, AND 0.6 FOOT NORTHEAST OF
 FE1923'CONCRETE WALL FOR PIPE LINE. A DISK ON THE TOP OF A COPPER COATED
 FE1923'STEEL ROD SET TO A DEPTH OF 56 FEET ENCASED IN A PIPE PROJECTING
 FE1923'2 INCHES, 9 FEET BELOW THE LEVEE, AND 1 FOOT NE OF A WITNESS POST.
 FE1923
 FE1923                          STATION RECOVERY (2002)
 FE1923
 FE1923'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1923'THE STATION WAS FOUND WITH STEM PROJECTING OUT OF PIPE AND CAP
 FE1923'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1867 ***********************************************************************
 FE1867  DESIGNATION -  J 214
 FE1867  PID         -  FE1867
 FE1867  STATE/COUNTY-  AR/MISSISSIPPI
 FE1867  USGS QUAD   -  OSCEOLA (1983)
 FE1867
 FE1867                         *CURRENT SURVEY CONTROL
 FE1867  ___________________________________________________________________
 FE1867* NAD 83(1986)-  35 42 38.     (N)    089 57 43.     (W)     SCALED    
 FE1867* NAVD 88     -        81.222  (meters)     266.48   (feet)  ADJUSTED  
 FE1867  ___________________________________________________________________
 FE1867  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE1867  DYNAMIC HT  -          81.153 (meters)     266.25  (feet)  COMP
 FE1867  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 FE1867
 FE1867  VERT ORDER  -  FIRST     CLASS I
 FE1867
 FE1867.The horizontal coordinates were scaled from a topographic map and have
 FE1867.an estimated accuracy of +/- 6 seconds.
 FE1867
 FE1867.The orthometric height was determined by differential leveling
 FE1867.and adjusted by the National Geodetic Survey in June 1991..
 FE1867
 FE1867.The geoid height was determined by GEOID03.
 FE1867
 FE1867.The dynamic height is computed by dividing the NAVD 88
 FE1867.geopotential number by the normal gravity value computed on the
 FE1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1867.degrees latitude (g = 980.6199 gals.).
 FE1867
 FE1867.The modeled gravity was interpolated from observed gravity values.
 FE1867
 FE1867;                    North         East    Units  Estimated Accuracy
 FE1867;SPC AR N     -   154,700.      584,400.      MT  (+/- 180 meters Scaled)
 FE1867
 FE1867                          SUPERSEDED SURVEY CONTROL
 FE1867
 FE1867  NGVD 29 (??/??/??)   81.177  (m)          266.33   (f) ADJUSTED    1 1
 FE1867
 FE1867.Superseded values are not recommended for survey control.
 FE1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1867.See file dsdata.txt to determine how the superseded data were derived.
 FE1867
 FE1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE320558(NAD 83)
 FE1867_MARKER: DB = BENCH MARK DISK
 FE1867_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1867_SP_SET: 4 FEET
 FE1867_STAMPING: J 214 1976
 FE1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1867+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FE1867
 FE1867  HISTORY     - Date     Condition        Report By
 FE1867  HISTORY     - 1976     MONUMENTED       NGS
 FE1867  HISTORY     - 20020729 GOOD             USACE
 FE1867
 FE1867                          STATION DESCRIPTION
 FE1867
 FE1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1867'0.6 MI NORTH FROM OSCEOLA.
 FE1867'0.6 MILE NORTH ALONG THE LEVEE FROM ITS JUNCTION WITH EAST JOHNSON
 FE1867'STREET AT OSCEOLA, 15.5 FEET WEST OF THE CENTER OF THE LEVEE, AND
 FE1867'1.5 FEET EAST OF MILEPOST 78/79. A DISK ON THE TOP OF A COPPER
 FE1867'COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 1 FOOT BELOW THE LEVEE
 FE1867', AND 1 FOOT NORTH OF A WITNESS POST.
 FE1867
 FE1867                          STATION RECOVERY (2002)
 FE1867
 FE1867'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1886 ***********************************************************************
 FE1886  DESIGNATION -  J 215
 FE1886  PID         -  FE1886
 FE1886  STATE/COUNTY-  AR/MISSISSIPPI
 FE1886  USGS QUAD   -  NODENA (1983)
 FE1886
 FE1886                         *CURRENT SURVEY CONTROL
 FE1886  ___________________________________________________________________
 FE1886* NAD 83(1986)-  35 31 35.     (N)    089 55 47.     (W)     SCALED    
 FE1886* NAVD 88     -        73.115  (meters)     239.88   (feet)  ADJUSTED  
 FE1886  ___________________________________________________________________
 FE1886  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1886  DYNAMIC HT  -          73.052 (meters)     239.67  (feet)  COMP
 FE1886  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 FE1886
 FE1886  VERT ORDER  -  FIRST     CLASS I
 FE1886
 FE1886.The horizontal coordinates were scaled from a topographic map and have
 FE1886.an estimated accuracy of +/- 6 seconds.
 FE1886
 FE1886.The orthometric height was determined by differential leveling
 FE1886.and adjusted by the National Geodetic Survey in June 1991..
 FE1886
 FE1886.The geoid height was determined by GEOID03.
 FE1886
 FE1886.The dynamic height is computed by dividing the NAVD 88
 FE1886.geopotential number by the normal gravity value computed on the
 FE1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1886.degrees latitude (g = 980.6199 gals.).
 FE1886
 FE1886.The modeled gravity was interpolated from observed gravity values.
 FE1886
 FE1886;                    North         East    Units  Estimated Accuracy
 FE1886;SPC AR N     -   134,330.      587,750.      MT  (+/- 180 meters Scaled)
 FE1886
 FE1886                          SUPERSEDED SURVEY CONTROL
 FE1886
 FE1886  NGVD 29 (??/??/??)   73.085  (m)          239.78   (f) ADJUSTED    1 1
 FE1886
 FE1886.Superseded values are not recommended for survey control.
 FE1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1886.See file dsdata.txt to determine how the superseded data were derived.
 FE1886
 FE1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE343353(NAD 83)
 FE1886_MARKER: DB = BENCH MARK DISK
 FE1886_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1886_SP_SET: 4 FEET
 FE1886_STAMPING: J 215 1976
 FE1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1886+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 FE1886
 FE1886  HISTORY     - Date     Condition        Report By
 FE1886  HISTORY     - 1976     MONUMENTED       NGS
 FE1886  HISTORY     - 1987     GOOD             USPSQD
 FE1886  HISTORY     - 20020726 GOOD             USACE
 FE1886
 FE1886                          STATION DESCRIPTION
 FE1886
 FE1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1886'10 MI NE FROM WILSON.
 FE1886'6.0 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1886'STREET AT WILSON, THENCE 4 MILES SOUTHEAST ALONG A DIRT ROAD, 75.0
 FE1886'FEET SOUTHWEST OF A GRAVEL ROAD LEADING WEST, 19 FEET WEST OF THE
 FE1886'CENTER OF ROAD, 17 FEET NORTH OF THE NORTH END OF A WOOD BRIDGE,
 FE1886'AND 5 FEET SOUTHEAST OF A 3 FOOT OAK TREE. A DISK ON THE TOP OF
 FE1886'A COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET ENCASED IN A
 FE1886'PIPE PROJECTING 2 INCHES, ABOUT LEVEL WITH THE ROAD, AND 1 FOOT
 FE1886'NORTH OF A WITNESS POST.
 FE1886
 FE1886                          STATION RECOVERY (1987)
 FE1886
 FE1886'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1886'RECOVERED IN GOOD CONDITION.
 FE1886
 FE1886                          STATION RECOVERY (2002)
 FE1886
 FE1886'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1886'THE STATION IS 28 FT W OF CENTERLINE ROAD, NO BRIDGE EXISTS NOW. MARK
 FE1886'IS IN THICKET BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1101 ***********************************************************************
 FF1101  DESIGNATION -  J 216
 FF1101  PID         -  FF1101
 FF1101  STATE/COUNTY-  AR/MISSISSIPPI
 FF1101  USGS QUAD   -  PECAN POINT (1970)
 FF1101
 FF1101                         *CURRENT SURVEY CONTROL
 FF1101  ___________________________________________________________________
 FF1101* NAD 83(1986)-  35 28 49.     (N)    090 05 31.     (W)     SCALED    
 FF1101* NAVD 88     -        71.606  (meters)     234.93   (feet)  ADJUSTED  
 FF1101  ___________________________________________________________________
 FF1101  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF1101  DYNAMIC HT  -          71.543 (meters)     234.72  (feet)  COMP
 FF1101  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 FF1101
 FF1101  VERT ORDER  -  FIRST     CLASS I
 FF1101
 FF1101.The horizontal coordinates were scaled from a topographic map and have
 FF1101.an estimated accuracy of +/- 6 seconds.
 FF1101
 FF1101.The orthometric height was determined by differential leveling
 FF1101.and adjusted by the National Geodetic Survey in June 1991..
 FF1101
 FF1101.The geoid height was determined by GEOID03.
 FF1101
 FF1101.The dynamic height is computed by dividing the NAVD 88
 FF1101.geopotential number by the normal gravity value computed on the
 FF1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1101.degrees latitude (g = 980.6199 gals.).
 FF1101
 FF1101.The modeled gravity was interpolated from observed gravity values.
 FF1101
 FF1101;                    North         East    Units  Estimated Accuracy
 FF1101;SPC AR N     -   128,920.      573,140.      MT  (+/- 180 meters Scaled)
 FF1101
 FF1101                          SUPERSEDED SURVEY CONTROL
 FF1101
 FF1101  NGVD 29 (??/??/??)   71.585  (m)          234.86   (f) ADJUSTED    1 1
 FF1101
 FF1101.Superseded values are not recommended for survey control.
 FF1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1101.See file dsdata.txt to determine how the superseded data were derived.
 FF1101
 FF1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV638301(NAD 83)
 FF1101_MARKER: DB = BENCH MARK DISK
 FF1101_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1101+WITH SETTING: INTO GROUND
 FF1101_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 FF1101_MARK LOGO: NGS   
 FF1101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1101+STABILITY: SURFACE MOTION
 FF1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1101+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 FF1101
 FF1101  HISTORY     - Date     Condition        Report By
 FF1101  HISTORY     - 1976     MONUMENTED       NGS
 FF1101  HISTORY     - 20001101 GOOD             USE
 FF1101  HISTORY     - 20040623 GOOD             USACE
 FF1101
 FF1101                          STATION DESCRIPTION
 FF1101
 FF1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1101'7.1 MI SOUTH FROM WILSON.
 FF1101'7.1 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF UNION STREET AT
 FF1101'WILSON, 89 FEET NORTH OF MILEPOST 117/118, 109 FEET NORTH OF THE
 FF1101'CENTER OF LEVEE, AND SET AT THE TOE OF LEVEE.
 FF1101'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 29
 FF1101'FEET.  35 FEET BELOW THE LEVEE.  1 FEET WEST OF A WITNESS POST.
 FF1101
 FF1101                          STATION RECOVERY (2000)
 FF1101
 FF1101'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1101'RECOVERED IN GOOD CONDITION.
 FF1101
 FF1101                          STATION RECOVERY (2004)
 FF1101
 FF1101'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 FF1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1740 ***********************************************************************
 FF1740  DESIGNATION -  J 217
 FF1740  PID         -  FF1740
 FF1740  STATE/COUNTY-  AR/CRITTENDEN
 FF1740  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1740
 FF1740                         *CURRENT SURVEY CONTROL
 FF1740  ___________________________________________________________________
 FF1740* NAD 83(1986)-  35 14 53.     (N)    090 06 53.     (W)     SCALED    
 FF1740* NAVD 88     -        74.386  (meters)     244.05   (feet)  ADJUSTED  
 FF1740  ___________________________________________________________________
 FF1740  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1740  DYNAMIC HT  -          74.319 (meters)     243.83  (feet)  COMP
 FF1740  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FF1740
 FF1740  VERT ORDER  -  FIRST     CLASS I
 FF1740
 FF1740.The horizontal coordinates were scaled from a topographic map and have
 FF1740.an estimated accuracy of +/- 6 seconds.
 FF1740
 FF1740.The orthometric height was determined by differential leveling
 FF1740.and adjusted by the National Geodetic Survey in June 1991..
 FF1740
 FF1740.The geoid height was determined by GEOID03.
 FF1740
 FF1740.The dynamic height is computed by dividing the NAVD 88
 FF1740.geopotential number by the normal gravity value computed on the
 FF1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1740.degrees latitude (g = 980.6199 gals.).
 FF1740
 FF1740.The modeled gravity was interpolated from observed gravity values.
 FF1740
 FF1740;                    North         East    Units  Estimated Accuracy
 FF1740;SPC AR N     -   103,120.      571,560.      MT  (+/- 180 meters Scaled)
 FF1740
 FF1740                          SUPERSEDED SURVEY CONTROL
 FF1740
 FF1740  NGVD 29 (??/??/??)   74.370  (m)          244.00   (f) ADJUSTED    1 1
 FF1740
 FF1740.Superseded values are not recommended for survey control.
 FF1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1740.See file dsdata.txt to determine how the superseded data were derived.
 FF1740
 FF1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV625043(NAD 83)
 FF1740_MARKER: DB = BENCH MARK DISK
 FF1740_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1740+WITH SETTING: INTO GROUND
 FF1740_SP_SET: METAL ROD WITH BASE PLATE
 FF1740_STAMPING: J 217 1976
 FF1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1740+STABILITY: SURFACE MOTION
 FF1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1740+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF1740
 FF1740  HISTORY     - Date     Condition        Report By
 FF1740  HISTORY     - 1976     MONUMENTED       NGS
 FF1740  HISTORY     - 20030127 GOOD             USACE
 FF1740
 FF1740                          STATION DESCRIPTION
 FF1740
 FF1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1740'8.3 MI NORTH FROM WEST MEMPHIS.
 FF1740'8.3 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1740'HIGHWAY 55 AT WEST MEMPHIS, 68 FEET WEST OF THE CENTER OF A GATE,
 FF1740'17 FEET SOUTH OF THE CENTER OF THE LEVEE AND 1 FOOT WEST OF
 FF1740'MILEPOST 142/143.
 FF1740'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1740'FEET.  2 FEET BELOW THE LEVEE.  1 FEET EAST OF A WITNESS POST.
 FF1740
 FF1740                          STATION RECOVERY (2003)
 FF1740
 FF1740'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0193 ***********************************************************************
 EH0193  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0193  DESIGNATION -  J 218
 EH0193  PID         -  EH0193
 EH0193  STATE/COUNTY-  AR/CRITTENDEN
 EH0193  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0193
 EH0193                         *CURRENT SURVEY CONTROL
 EH0193  ___________________________________________________________________
 EH0193* NAD 83(1997)-  34 59 32.02451(N)    090 18 52.93528(W)     ADJUSTED  
 EH0193* NAVD 88     -        70.12   (meters)     230.1    (feet)  GPS OBS   
 EH0193  ___________________________________________________________________
 EH0193  X           -     -28,731.539 (meters)                     COMP
 EH0193  Y           -  -5,230,877.578 (meters)                     COMP
 EH0193  Z           -   3,637,185.314 (meters)                     COMP
 EH0193  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 EH0193  ELLIP HEIGHT-          42.97  (meters)          (05/31/05) GPS OBS
 EH0193  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EH0193  DYNAMIC HT  -          70.06  (meters)     229.9   (feet)  COMP
 EH0193  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 EH0193
 EH0193  HORZ ORDER  -  FIRST
 EH0193  VERT ORDER  -  FIRST     CLASS II (See Below)
 EH0193  ELLP ORDER  -  FOURTH    CLASS II
 EH0193
 EH0193.The horizontal coordinates were established by GPS observations
 EH0193.and adjusted by the National Geodetic Survey in May 2005..
 EH0193
 EH0193.The orthometric height was determined by GPS observations and a
 EH0193.high-resolution geoid model using precise GPS observation and
 EH0193.processing techniques. It supersedes the leveled height previously
 EH0193.determined for this station.
 EH0193.The vertical order pertains to the first NAVD 88 superseded value.
 EH0193
 EH0193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0193
 EH0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0193
 EH0193.The ellipsoidal height was determined by GPS observations
 EH0193.and is referenced to NAD 83.
 EH0193
 EH0193.The geoid height was determined by GEOID03.
 EH0193
 EH0193.The dynamic height is computed by dividing the NAVD 88
 EH0193.geopotential number by the normal gravity value computed on the
 EH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0193.degrees latitude (g = 980.6199 gals.).
 EH0193
 EH0193.The modeled gravity was interpolated from observed gravity values.
 EH0193
 EH0193;                    North         East     Units Scale Factor Converg.
 EH0193;SPC AR N     -    74,416.001   553,852.895   MT  0.99998894   +0 58 50.4
 EH0193;SPC AR N     -   244,146.50  1,817,099.04   sFT  0.99998894   +0 58 50.4
 EH0193;UTM  15      - 3,875,476.355   745,091.807   MT  1.00034040   +1 32 26.5
 EH0193
 EH0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0193!SPC AR N     -   0.99999326  x   0.99998894  =   0.99998220
 EH0193!UTM  15      -   0.99999326  x   1.00034040  =   1.00033365
 EH0193
 EH0193                          SUPERSEDED SURVEY CONTROL
 EH0193
 EH0193  NAVD 88 (06/15/91)   70.176  (m)          230.24   (f) ADJUSTED    1 2
 EH0193  NGVD 29 (??/??/??)   70.182  (m)          230.26   (f) ADJUSTED    1 2
 EH0193
 EH0193.Superseded values are not recommended for survey control.
 EH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0193.See file dsdata.txt to determine how the superseded data were derived.
 EH0193
 EH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4509275476(NAD 83)
 EH0193_MARKER: DB = BENCH MARK DISK
 EH0193_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0193_SP_SET: 4 FEET
 EH0193_STAMPING: J 218 1976
 EH0193_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0193+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 EH0193
 EH0193  HISTORY     - Date     Condition        Report By
 EH0193  HISTORY     - 1976     MONUMENTED       NGS
 EH0193  HISTORY     - 20030317 GOOD             USACE
 EH0193  HISTORY     - 20030723 GOOD             EMCINC
 EH0193
 EH0193                          STATION DESCRIPTION
 EH0193
 EH0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0193'20.5 MI S FROM WEST MEMPHIS.
 EH0193'20.5 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE HIGHWAY
 EH0193'55 AT WEST MEMPHIS, ALSO 2 MILES NORTHWEST OF PINCKNEY, 3 FEET
 EH0193'NORTHEAST OF MILEPOST 171/172, AND 18 FEET WEST OF THE CENTER LINE OF
 EH0193'THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0193'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0193'FOOT SOUTH OF A WITNESS POST.
 EH0193
 EH0193                          STATION RECOVERY (2003)
 EH0193
 EH0193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0193'RECOVERED IN GOOD CONDITION.
 EH0193
 EH0193                          STATION RECOVERY (2003)
 EH0193
 EH0193'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 EH0193'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0216 ***********************************************************************
 EH0216  DESIGNATION -  J 219
 EH0216  PID         -  EH0216
 EH0216  STATE/COUNTY-  AR/LEE
 EH0216  USGS QUAD   -  HUGHES (1993)
 EH0216
 EH0216                         *CURRENT SURVEY CONTROL
 EH0216  ___________________________________________________________________
 EH0216* NAD 83(1986)-  34 52 58.     (N)    090 26 00.     (W)     SCALED    
 EH0216* NAVD 88     -        66.810  (meters)     219.19   (feet)  ADJUSTED  
 EH0216  ___________________________________________________________________
 EH0216  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EH0216  DYNAMIC HT  -          66.749 (meters)     218.99  (feet)  COMP
 EH0216  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 EH0216
 EH0216  VERT ORDER  -  FIRST     CLASS II
 EH0216
 EH0216.The horizontal coordinates were scaled from a topographic map and have
 EH0216.an estimated accuracy of +/- 6 seconds.
 EH0216
 EH0216.The orthometric height was determined by differential leveling
 EH0216.and adjusted by the National Geodetic Survey in June 1991..
 EH0216
 EH0216.The geoid height was determined by GEOID03.
 EH0216
 EH0216.The dynamic height is computed by dividing the NAVD 88
 EH0216.geopotential number by the normal gravity value computed on the
 EH0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0216.degrees latitude (g = 980.6199 gals.).
 EH0216
 EH0216.The modeled gravity was interpolated from observed gravity values.
 EH0216
 EH0216;                    North         East    Units  Estimated Accuracy
 EH0216;SPC AR S     -   646,900.      543,220.      MT  (+/- 180 meters Scaled)
 EH0216
 EH0216                          SUPERSEDED SURVEY CONTROL
 EH0216
 EH0216  NGVD 29 (??/??/??)   66.831  (m)          219.26   (f) ADJUSTED    1 2
 EH0216
 EH0216.Superseded values are not recommended for survey control.
 EH0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0216.See file dsdata.txt to determine how the superseded data were derived.
 EH0216
 EH0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU345630(NAD 83)
 EH0216_MARKER: DB = BENCH MARK DISK
 EH0216_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0216_SP_SET: 4 FEET
 EH0216_STAMPING: J 219 1976
 EH0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0216+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EH0216
 EH0216  HISTORY     - Date     Condition        Report By
 EH0216  HISTORY     - 1976     MONUMENTED       NGS
 EH0216  HISTORY     - 20030317 GOOD             USACE
 EH0216
 EH0216                          STATION DESCRIPTION
 EH0216
 EH0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0216'15.95 MI NE FROM WHITEHALL.
 EH0216'15.95 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0216'AT WHITEHALL, ALSO ABOUT 1.5 MILES SOUTHEAST OF MIDWAY, 105 FEET
 EH0216'SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD AT TOE OF LEVEE, 19 FEET
 EH0216'NORTHEAST OF THE CENTER LINE OF THE LEVEE, AND 2 FEET SOUTH OF MILE
 EH0216'POST 189/190.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH
 EH0216'OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE
 EH0216'1 FOOT NORTHWEST OF A WITNESS POST.
 EH0216
 EH0216                          STATION RECOVERY (2003)
 EH0216
 EH0216'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0709 ***********************************************************************
 EH0709  DESIGNATION -  J 220
 EH0709  PID         -  EH0709
 EH0709  STATE/COUNTY-  AR/PHILLIPS
 EH0709  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0709
 EH0709                         *CURRENT SURVEY CONTROL
 EH0709  ___________________________________________________________________
 EH0709* NAD 83(1997)-  34 23 45.49531(N)    090 38 29.93547(W)     ADJUSTED  
 EH0709* NAVD 88     -        61.760  (meters)     202.62   (feet)  ADJUSTED  
 EH0709  ___________________________________________________________________
 EH0709  X           -     -59,001.202 (meters)                     COMP
 EH0709  Y           -  -5,268,269.551 (meters)                     COMP
 EH0709  Z           -   3,582,795.392 (meters)                     COMP
 EH0709  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 EH0709  ELLIP HEIGHT-          35.04  (meters)          (09/14/99) GPS OBS
 EH0709  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0709  DYNAMIC HT  -          61.700 (meters)     202.43  (feet)  COMP
 EH0709  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 EH0709
 EH0709  HORZ ORDER  -  SECOND
 EH0709  VERT ORDER  -  FIRST     CLASS II
 EH0709  ELLP ORDER  -  FOURTH    CLASS I
 EH0709
 EH0709.The horizontal coordinates were established by GPS observations
 EH0709.and adjusted by the National Geodetic Survey in September 1999..
 EH0709
 EH0709.The orthometric height was determined by differential leveling
 EH0709.and adjusted by the National Geodetic Survey in June 1991..
 EH0709
 EH0709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0709
 EH0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0709
 EH0709.The ellipsoidal height was determined by GPS observations
 EH0709.and is referenced to NAD 83.
 EH0709
 EH0709.The geoid height was determined by GEOID03.
 EH0709
 EH0709.The dynamic height is computed by dividing the NAVD 88
 EH0709.geopotential number by the normal gravity value computed on the
 EH0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0709.degrees latitude (g = 980.6199 gals.).
 EH0709
 EH0709.The modeled gravity was interpolated from observed gravity values.
 EH0709
 EH0709;                    North         East     Units Scale Factor Converg.
 EH0709;SPC AR S     -   592,631.555   524,894.341   MT  0.99993832   +0 45 36.9
 EH0709;SPC AR S     - 1,944,325.36  1,722,090.85   sFT  0.99993832   +0 45 36.9
 EH0709;SPC MS W     -   542,911.568   671,650.560   MT  0.99995990   -0 10 27.0
 EH0709;SPC MS W     - 1,781,202.37  2,203,573.55   sFT  0.99995990   -0 10 27.0
 EH0709;UTM  15      - 3,808,583.199   716,795.205   MT  1.00017937   +1 19 58.0
 EH0709
 EH0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0709!SPC AR S     -   0.99999450  x   0.99993832  =   0.99993282
 EH0709!SPC MS W     -   0.99999450  x   0.99995990  =   0.99995440
 EH0709!UTM  15      -   0.99999450  x   1.00017937  =   1.00017387
 EH0709
 EH0709:                Primary Azimuth Mark                     Grid Az
 EH0709:SPC AR S     -  D 305                                    244 57 39.4
 EH0709:SPC MS W     -  D 305                                    245 53 43.3
 EH0709:UTM  15      -  D 305                                    244 23 18.3
 EH0709
 EH0709|---------------------------------------------------------------------|
 EH0709| PID    Reference Object                     Distance      Geod. Az  |
 EH0709|                                                           dddmmss.s |
 EH0709| EH2612 D 305                               421.142 METERS 2454316.3 |
 EH0709|---------------------------------------------------------------------|
 EH0709
 EH0709                          SUPERSEDED SURVEY CONTROL
 EH0709
 EH0709  NAD 83(1997)-  34 23 45.49561(N)    090 38 29.93509(W) AD(       ) 2
 EH0709  NAD 83(1986)-  34 23 45.50427(N)    090 38 29.93374(W) AD(       ) 2
 EH0709  NGVD 29 (??/??/??)   61.801  (m)          202.76   (f) ADJUSTED    1 2
 EH0709
 EH0709.Superseded values are not recommended for survey control.
 EH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0709.See file dsdata.txt to determine how the superseded data were derived.
 EH0709
 EH0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1679508583(NAD 83)
 EH0709_MARKER: DB = BENCH MARK DISK
 EH0709_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0709+WITH SETTING: INTO GROUND
 EH0709_STAMPING: J 220 1976
 EH0709_MARK LOGO: NGS   
 EH0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0709+STABILITY: SURFACE MOTION
 EH0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0709+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH0709
 EH0709  HISTORY     - Date     Condition        Report By
 EH0709  HISTORY     - 1976     MONUMENTED       NGS
 EH0709  HISTORY     - 1985     GOOD             NGS
 EH0709  HISTORY     - 1985     GOOD             NGS
 EH0709  HISTORY     - 20030331 MARK NOT FOUND   USACE
 EH0709
 EH0709                          STATION DESCRIPTION
 EH0709
 EH0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0709'11.3 MI S FROM HELENA.
 EH0709'11.3 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0709'HELENA, ALSO 0.2 MILES NORTHEAST OF A CATTLE GUARD AND A GRAVEL ROAD
 EH0709'CROSSING, 15 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 1
 EH0709'FOOT SOUTHEAST OF MILEPOST 12/13.  A DISK ON TOP OF A COPPER-COATED
 EH0709'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.
 EH0709'1 FOOT BELOW LEVEE.  1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0709
 EH0709                          STATION RECOVERY (1985)
 EH0709
 EH0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0709'STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTH-SOUTHWEST OF
 EH0709'HELENA, 0.46 KM (0.3 MI) NORTHEAST OF THE JUNCTION OF THE
 EH0709'LEVEE ROAD WITH THE EXTENSION OF STATE HIGHWAY 20 SPUR,
 EH0709'ON THE MAIN LEVEE ALONG THE MISSISSIPPI RIVER, IN T 3 S, R S E,
 EH0709'SOUTHWEST 1/4 SECTION 25. OWNERSHIP-HELENA IMPROVEMENT
 EH0709'DISTRICT, C/O ROSCOPE AND HIGGINS, P.A. PO BOX 610,
 EH0709'HELENA AR 72342, PHONE 501-338-3438.
 EH0709'
 EH0709'TO REACH FROM THE JUNCTION OF US HIGHWAY 49 AND STATE HIGHWAY 20
 EH0709'AND 44 AT THE SOUTH EDGE OF HELENA, GO SOUTH ON HIGHWAYS 20
 EH0709'AND 44 FOR 0.32 KM (0.2 MI) TO A ROAD RIGHT.  CONTINUE AHEAD
 EH0709'ON HIGHWAY 20 FOR 9.75 KM (6.0 MI) TO ITS JUNCTION WITH STATE
 EH0709'HIGHWAY 20 SPUR ON THE LEFT.  TURN LEFT, SOUTHEAST, ON HIGHWAY
 EH0709'20 SPRU FOR 3.1 KM (1.95 MI) TO ITS JUNCTION WITH THE .
 EH0709'LEVEE ROAD. TURN LEFT, NORTHEAST FOR 0.46 KM (0.3 MI)
 EH0709'TO MILEPOST 12/13 END THE STATION ON THE LEFT.
 EH0709'
 EH0709'STATION MARK, A STANDARD NGS BENCH MARK DISK STAMPED---J 220 1976---,
 EH0709'IS CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN VINYL PIPE.  DISK
 EH0709'IS 3 CM BELOW GROUND.  IT IS 130 METERS SOUTHWEST OF A SPUR LEVEE,
 EH0709'5.5 METERS NORTHWEST OF THE ROAD CENTER, 0.5 METER LOWER THAN THE
 EH0709'ROAD, 0.3 METER SOUTHEAST OF THE MILEPOST, 0.3 METER SOUTHWEST OF A
 EH0709'METAL WITNESS POST, AND 0.2 METER NORTHEAST OF A FIBERGLASS
 EH0709'WITNESS POST.
 EH0709'
 EH0709'THIS STATION IS INTERVISIBLE WITH D 305
 EH0709
 EH0709                          STATION RECOVERY (1985)
 EH0709
 EH0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0709'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO FIBERGLASS WITNESS
 EH0709'POSTS.
 EH0709
 EH0709                          STATION RECOVERY (2003)
 EH0709
 EH0709'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0745 ***********************************************************************
 EH0745  DESIGNATION -  J 221
 EH0745  PID         -  EH0745
 EH0745  STATE/COUNTY-  AR/PHILLIPS
 EH0745  USGS QUAD   -  MELLWOOD (1982)
 EH0745
 EH0745                         *CURRENT SURVEY CONTROL
 EH0745  ___________________________________________________________________
 EH0745* NAD 83(1986)-  34 12 42.     (N)    090 56 10.     (W)     SCALED    
 EH0745* NAVD 88     -        57.606  (meters)     189.00   (feet)  ADJUSTED  
 EH0745  ___________________________________________________________________
 EH0745  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EH0745  DYNAMIC HT  -          57.549 (meters)     188.81  (feet)  COMP
 EH0745  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 EH0745
 EH0745  VERT ORDER  -  FIRST     CLASS II
 EH0745
 EH0745.The horizontal coordinates were scaled from a topographic map and have
 EH0745.an estimated accuracy of +/- 6 seconds.
 EH0745
 EH0745.The orthometric height was determined by differential leveling
 EH0745.and adjusted by the National Geodetic Survey in June 1991..
 EH0745.WARNING-Repeat measurements at this control monument indicate possible
 EH0745.vertical movement.
 EH0745
 EH0745.The geoid height was determined by GEOID03.
 EH0745
 EH0745.The dynamic height is computed by dividing the NAVD 88
 EH0745.geopotential number by the normal gravity value computed on the
 EH0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0745.degrees latitude (g = 980.6199 gals.).
 EH0745
 EH0745.The modeled gravity was interpolated from observed gravity values.
 EH0745
 EH0745;                    North         East    Units  Estimated Accuracy
 EH0745;SPC AR S     -   571,870.      498,030.      MT  (+/- 180 meters Scaled)
 EH0745
 EH0745                          SUPERSEDED SURVEY CONTROL
 EH0745
 EH0745  NGVD 29 (??/??/??)   57.665  (m)          189.19   (f) ADJUSTED    1 2
 EH0745
 EH0745.Superseded values are not recommended for survey control.
 EH0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0745.See file dsdata.txt to determine how the superseded data were derived.
 EH0745
 EH0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT901875(NAD 83)
 EH0745_MARKER: DB = BENCH MARK DISK
 EH0745_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0745+WITH SETTING: INTO GROUND
 EH0745_STAMPING: J 221 1976
 EH0745_MARK LOGO: NGS   
 EH0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0745+STABILITY: SURFACE MOTION
 EH0745
 EH0745  HISTORY     - Date     Condition        Report By
 EH0745  HISTORY     - 1976     MONUMENTED       NGS
 EH0745  HISTORY     - 1985     GOOD             NGS
 EH0745
 EH0745                          STATION DESCRIPTION
 EH0745
 EH0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0745'0.6 MI SE FROM MELLWOOD.
 EH0745'0.6 MILE SOUTHEAST ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD
 EH0745'AT MELLWOOD, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE, AND 2
 EH0745'FEET SOUTHWEST OF MILEPOST 40/41.  A DISK ON TOP OF A COPPER-COATED
 EH0745'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.
 EH0745'2 FEET BELOW LEVEE 1 FOOT SOUTHEAST OF A WITNESS POST.
 EH0745
 EH0745                          STATION RECOVERY (1985)
 EH0745
 EH0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0745'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) NORTH OF
 EH0745'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0986 ***********************************************************************
 EH0986  DESIGNATION -  J 222
 EH0986  PID         -  EH0986
 EH0986  STATE/COUNTY-  AR/LEE
 EH0986  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0986
 EH0986                         *CURRENT SURVEY CONTROL
 EH0986  ___________________________________________________________________
 EH0986* NAD 83(1986)-  34 40 55.     (N)    090 36 06.     (W)     SCALED    
 EH0986* NAVD 88     -        63.664  (meters)     208.87   (feet)  ADJUSTED  
 EH0986  ___________________________________________________________________
 EH0986  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0986  DYNAMIC HT  -          63.603 (meters)     208.67  (feet)  COMP
 EH0986  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 EH0986
 EH0986  VERT ORDER  -  FIRST     CLASS II
 EH0986
 EH0986.The horizontal coordinates were scaled from a topographic map and have
 EH0986.an estimated accuracy of +/- 6 seconds.
 EH0986
 EH0986.The orthometric height was determined by differential leveling
 EH0986.and adjusted by the National Geodetic Survey in June 1991..
 EH0986
 EH0986.The geoid height was determined by GEOID03.
 EH0986
 EH0986.The dynamic height is computed by dividing the NAVD 88
 EH0986.geopotential number by the normal gravity value computed on the
 EH0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0986.degrees latitude (g = 980.6199 gals.).
 EH0986
 EH0986.The modeled gravity was interpolated from observed gravity values.
 EH0986
 EH0986;                    North         East    Units  Estimated Accuracy
 EH0986;SPC AR S     -   624,400.      528,140.      MT  (+/- 180 meters Scaled)
 EH0986
 EH0986                          SUPERSEDED SURVEY CONTROL
 EH0986
 EH0986  NGVD 29 (??/??/??)   63.694  (m)          208.97   (f) ADJUSTED    1 2
 EH0986
 EH0986.Superseded values are not recommended for survey control.
 EH0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0986.See file dsdata.txt to determine how the superseded data were derived.
 EH0986
 EH0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU197403(NAD 83)
 EH0986_MARKER: DB = BENCH MARK DISK
 EH0986_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0986+WITH SETTING: INTO GROUND
 EH0986_STAMPING: J 222 1976
 EH0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0986+STABILITY: SURFACE MOTION
 EH0986
 EH0986  HISTORY     - Date     Condition        Report By
 EH0986  HISTORY     - 1976     MONUMENTED       NGS
 EH0986
 EH0986                          STATION DESCRIPTION
 EH0986
 EH0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0986'8.45 MI S FROM WHITEHALL.
 EH0986'8.45 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0986'WHITEHALL, 13 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 2
 EH0986'FEET SOUTHEAST OF MILEPOST 213/214.  A DISK ON TOP OF A COPPER-COATED
 EH0986'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.
 EH0986'2 FEET BELOW LEVEE 1 FOOT SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0774 ***********************************************************************
 EH0774  DESIGNATION -  J 223
 EH0774  PID         -  EH0774
 EH0774  STATE/COUNTY-  AR/DESHA
 EH0774  USGS QUAD   -  LACONIA (1982)
 EH0774
 EH0774                         *CURRENT SURVEY CONTROL
 EH0774  ___________________________________________________________________
 EH0774* NAD 83(1997)-  34 02 02.10695(N)    090 57 44.97634(W)     ADJUSTED  
 EH0774* NAVD 88     -        55.002  (meters)     180.45   (feet)  ADJUSTED  
 EH0774  ___________________________________________________________________
 EH0774  X           -     -88,880.608 (meters)                     COMP
 EH0774  Y           -  -5,290,430.583 (meters)                     COMP
 EH0774  Z           -   3,549,581.004 (meters)                     COMP
 EH0774  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 EH0774  ELLIP HEIGHT-          28.48  (meters)          (11/18/03) GPS OBS
 EH0774  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH0774  DYNAMIC HT  -          54.948 (meters)     180.28  (feet)  COMP
 EH0774  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 EH0774
 EH0774  HORZ ORDER  -  B
 EH0774  VERT ORDER  -  FIRST     CLASS II
 EH0774  ELLP ORDER  -  SECOND    CLASS II
 EH0774
 EH0774.The horizontal coordinates were established by GPS observations
 EH0774.and adjusted by the National Geodetic Survey in November 2003..
 EH0774
 EH0774.The orthometric height was determined by differential leveling
 EH0774.and adjusted by the National Geodetic Survey in June 1991..
 EH0774.WARNING-Repeat measurements at this control monument indicate possible
 EH0774.vertical movement.
 EH0774
 EH0774.Photographs are available for this station.
 EH0774
 EH0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0774
 EH0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0774
 EH0774.The ellipsoidal height was determined by GPS observations
 EH0774.and is referenced to NAD 83.
 EH0774
 EH0774.The geoid height was determined by GEOID03.
 EH0774
 EH0774.The dynamic height is computed by dividing the NAVD 88
 EH0774.geopotential number by the normal gravity value computed on the
 EH0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0774.degrees latitude (g = 980.6199 gals.).
 EH0774
 EH0774.The modeled gravity was interpolated from observed gravity values.
 EH0774
 EH0774;                    North         East     Units Scale Factor Converg.
 EH0774;SPC AR S     -   552,130.300   495,802.258   MT  0.99991847   +0 34 50.5
 EH0774;SPC AR S     - 1,811,447.49  1,626,644.57   sFT  0.99991847   +0 34 50.5
 EH0774;UTM  15      - 3,767,789.161   688,099.425   MT  1.00003617   +1 08 26.5
 EH0774
 EH0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0774!SPC AR S     -   0.99999553  x   0.99991847  =   0.99991400
 EH0774!UTM  15      -   0.99999553  x   1.00003617  =   1.00003170
 EH0774
 EH0774                          SUPERSEDED SURVEY CONTROL
 EH0774
 EH0774  NAD 83(1997)-  34 02 02.10664(N)    090 57 44.97627(W) AD(       ) 1
 EH0774  ELLIP H (01/24/03)   28.47   (m)                       GP(       ) 2 2
 EH0774  NAVD 88 (01/24/03)   55.00   (m)          180.4    (f) LEVELING    3  
 EH0774  NGVD 29 (??/??/??)   55.047  (m)          180.60   (f) ADJUSTED    1 2
 EH0774
 EH0774.Superseded values are not recommended for survey control.
 EH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0774.See file dsdata.txt to determine how the superseded data were derived.
 EH0774
 EH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8809967789(NAD 83)
 EH0774_MARKER: DB = BENCH MARK DISK
 EH0774_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0774+WITH SETTING: INTO GROUND
 EH0774_STAMPING: J 223 1976
 EH0774_MARK LOGO: NGS   
 EH0774_PROJECTION: RECESSED 10 CENTIMETERS
 EH0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0774+STABILITY: SURFACE MOTION
 EH0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0774+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 EH0774_ROD/PIPE-DEPTH:  1.2 meters
 EH0774
 EH0774  HISTORY     - Date     Condition        Report By
 EH0774  HISTORY     - 1976     MONUMENTED       NGS
 EH0774  HISTORY     - 1985     GOOD             NGS
 EH0774  HISTORY     - 20000901 GOOD             USE
 EH0774  HISTORY     - 20011018 GOOD             3001
 EH0774  HISTORY     - 20020406 GOOD             USACE
 EH0774  HISTORY     - 20020723 GOOD             PYBURN
 EH0774  HISTORY     - 20020912 GOOD             PYBURN
 EH0774
 EH0774                          STATION DESCRIPTION
 EH0774
 EH0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0774'18.2 MI S FROM MELLWOOD.
 EH0774'18.2 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0774'MELLWOOD, 17 FEET NORTH OF THE CENTER OF LEVEE, AND 1 FOOT EAST OF
 EH0774'MILEPOST 57/58.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH
 EH0774'OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  1 FOOT BELOW LEVEE
 EH0774'1 FOOT WEST OF A WITNESS POST.
 EH0774
 EH0774                          STATION RECOVERY (1985)
 EH0774
 EH0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0774'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) SOUTH OF
 EH0774'A WITNESS POST.
 EH0774
 EH0774                          STATION RECOVERY (2000)
 EH0774
 EH0774'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0774'RECOVERED IN GOOD CONDITION.
 EH0774
 EH0774                          STATION RECOVERY (2001)
 EH0774
 EH0774'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH0774'THE STATION IS LOCATED IN DESHA COUNTY, ARKANSAS.  3.9 MILES SOUTHEAST
 EH0774'OF SNOW LAKE, 1.45
 EH0774'MILES SOUTHWEST OF LACONIA, ARKANSAS.  8.0 MILES SOUTHEAST OF GRUMROD,
 EH0774'ARKANSAS, ON
 EH0774'THE MISSISSIPPI RIVER LEVEE.  LMP 57/58.
 EH0774' 
 EH0774'TO REACH THE STATION FROM THE INTERSECTION OF HWY 85 , HWY 44 AND CR
 EH0774'76 (2.2 MILES EAST OF
 EH0774'SNOW LAKE, ARK) PROCEED EAST THEN SOUTHEAST ON NICKEY ROAD, CR 76 (A
 EH0774'GRAVEL ROAD), 3.5
 EH0774'MILES TO THE INTERSECTION OF THE MISSISSIPPI RIVER LEVEE.  TURN RIGHT
 EH0774'(SOUTHWEST) AND
 EH0774'PROCEED 1.7 MILES TO LMP 57/58 AND MARK IS ON THE RIGHT.
 EH0774' 
 EH0774'THE STATION IS A DISK ON A COPPER COATED STEEL ROD, A DEPTH OF 4 FEET,
 EH0774'ENCASED IN A PIPE
 EH0774'PROJECTING 0 INCHES, 1 FOOT BELOW LEVEE.  1.5 FEET EAST OF MILE POST
 EH0774'57/58.  0.7 FEET WEST OF
 EH0774'CARSONITE WITNESS POST.  17 FEET NORTH OF CENTERLINE OF LEVEE.
 EH0774' 
 EH0774'
 EH0774
 EH0774                          STATION RECOVERY (2002)
 EH0774
 EH0774'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0774'RECOVERED IN GOOD CONDITION.
 EH0774
 EH0774                          STATION RECOVERY (2002)
 EH0774
 EH0774'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 EH0774'RECOVERED AS DESCRIBED
 EH0774'IPYBURN
 EH0774'
 EH0774
 EH0774                          STATION RECOVERY (2002)
 EH0774
 EH0774'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 EH0774'RECOVERED AS DESCRIBEDIPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1478 ***********************************************************************
 EH1478  DESIGNATION -  J 224
 EH1478  PID         -  EH1478
 EH1478  STATE/COUNTY-  AR/MONROE
 EH1478  USGS QUAD   -  TURNER (1967)
 EH1478
 EH1478                         *CURRENT SURVEY CONTROL
 EH1478  ___________________________________________________________________
 EH1478* NAD 83(1986)-  34 25 13.     (N)    091 04 20.     (W)     SCALED    
 EH1478* NAVD 88     -        49.973  (meters)     163.95   (feet)  ADJUSTED  
 EH1478  ___________________________________________________________________
 EH1478  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1478  DYNAMIC HT  -          49.924 (meters)     163.79  (feet)  COMP
 EH1478  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 EH1478
 EH1478  VERT ORDER  -  FIRST     CLASS II
 EH1478
 EH1478.The horizontal coordinates were scaled from a topographic map and have
 EH1478.an estimated accuracy of +/- 6 seconds.
 EH1478
 EH1478.The orthometric height was determined by differential leveling
 EH1478.and adjusted by the National Geodetic Survey in August 1993..
 EH1478
 EH1478.The geoid height was determined by GEOID03.
 EH1478
 EH1478.The dynamic height is computed by dividing the NAVD 88
 EH1478.geopotential number by the normal gravity value computed on the
 EH1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1478.degrees latitude (g = 980.6199 gals.).
 EH1478
 EH1478.The modeled gravity was interpolated from observed gravity values.
 EH1478
 EH1478;                    North         East    Units  Estimated Accuracy
 EH1478;SPC AR S     -   594,890.      485,280.      MT  (+/- 180 meters Scaled)
 EH1478
 EH1478                          SUPERSEDED SURVEY CONTROL
 EH1478
 EH1478  NAVD 88 (06/15/91)   49.958  (m)          163.90   (f) UNKNOWN     1 2
 EH1478  NGVD 29 (??/??/??)   50.002  (m)          164.05   (f) ADJUSTED    1 2
 EH1478
 EH1478.Superseded values are not recommended for survey control.
 EH1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1478.See file dsdata.txt to determine how the superseded data were derived.
 EH1478
 EH1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU771104(NAD 83)
 EH1478_MARKER: DB = BENCH MARK DISK
 EH1478_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1478+WITH SETTING: INTO GROUND
 EH1478_STAMPING: J 224 1976
 EH1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1478+STABILITY: SURFACE MOTION
 EH1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1478+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1478
 EH1478  HISTORY     - Date     Condition        Report By
 EH1478  HISTORY     - 1976     MONUMENTED       NGS
 EH1478  HISTORY     - 1987     GOOD             USPSQD
 EH1478  HISTORY     - 20030407 GOOD             USACE
 EH1478
 EH1478                          STATION DESCRIPTION
 EH1478
 EH1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1478'4.9 MI NE FROM ST CHARLES.
 EH1478'4.9 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE
 EH1478'WHITE RIVER AT ST. CHARLES, 61 FEET EAST OF THE CENTERLINE OF THE
 EH1478'HIGHWAY, 57 FEET NORTH OF THE CENTER OF A DRIVEWAY LEADING TO A METAL
 EH1478'GRAIN STORAGE, AND 5 FEET NORTH OF A POWER POLE.  A DISK ON TOP OF A
 EH1478'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1478'PROJECTING +2 INCHES.  2 FEET BELOW HIGHWAY 5 FEET SOUTH OF A WITNESS
 EH1478'POST.
 EH1478
 EH1478                          STATION RECOVERY (1987)
 EH1478
 EH1478'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1478'RECOVERED IN GOOD CONDITION.
 EH1478
 EH1478                          STATION RECOVERY (2003)
 EH1478
 EH1478'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1478'POWERPOLE HAS BEEN REMOVED. MARK IS 1 FT WEST OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1494 ***********************************************************************
 EH1494  DESIGNATION -  J 225
 EH1494  PID         -  EH1494
 EH1494  STATE/COUNTY-  AR/ARKANSAS
 EH1494  USGS QUAD   -  ETHEL (1967)
 EH1494
 EH1494                         *CURRENT SURVEY CONTROL
 EH1494  ___________________________________________________________________
 EH1494* NAD 83(1986)-  34 21 08.     (N)    091 14 52.     (W)     SCALED    
 EH1494* NAVD 88     -        56.629  (meters)     185.79   (feet)  ADJUSTED  
 EH1494  ___________________________________________________________________
 EH1494  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH1494  DYNAMIC HT  -          56.574 (meters)     185.61  (feet)  COMP
 EH1494  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 EH1494
 EH1494  VERT ORDER  -  FIRST     CLASS II
 EH1494
 EH1494.The horizontal coordinates were scaled from a topographic map and have
 EH1494.an estimated accuracy of +/- 6 seconds.
 EH1494
 EH1494.The orthometric height was determined by differential leveling
 EH1494.and adjusted by the National Geodetic Survey in August 1993..
 EH1494
 EH1494.The geoid height was determined by GEOID03.
 EH1494
 EH1494.The dynamic height is computed by dividing the NAVD 88
 EH1494.geopotential number by the normal gravity value computed on the
 EH1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1494.degrees latitude (g = 980.6199 gals.).
 EH1494
 EH1494.The modeled gravity was interpolated from observed gravity values.
 EH1494
 EH1494;                    North         East    Units  Estimated Accuracy
 EH1494;SPC AR S     -   587,200.      469,200.      MT  (+/- 180 meters Scaled)
 EH1494
 EH1494                          SUPERSEDED SURVEY CONTROL
 EH1494
 EH1494  NAVD 88 (06/15/91)   56.596  (m)          185.68   (f) UNKNOWN     1 2
 EH1494  NGVD 29 (??/??/??)   56.653  (m)          185.87   (f) ADJUSTED    1 2
 EH1494
 EH1494.Superseded values are not recommended for survey control.
 EH1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1494.See file dsdata.txt to determine how the superseded data were derived.
 EH1494
 EH1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU611026(NAD 83)
 EH1494_MARKER: DB = BENCH MARK DISK
 EH1494_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1494+WITH SETTING: INTO GROUND
 EH1494_STAMPING: J 225 1976
 EH1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1494+STABILITY: SURFACE MOTION
 EH1494
 EH1494  HISTORY     - Date     Condition        Report By
 EH1494  HISTORY     - 1976     MONUMENTED       NGS
 EH1494  HISTORY     - 20030408 MARK NOT FOUND   USACE
 EH1494
 EH1494                          STATION DESCRIPTION
 EH1494
 EH1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1494'7.55 MI SW FROM ST CHARLES.
 EH1494'7.55 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST
 EH1494'STREET AT ST. CHARLES, AT THE JUNCTION OF A DIRT ROAD LEADING WEST,
 EH1494'59.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 18 FEET
 EH1494'SOUTHWEST OF THE EXTENDING CENTERLINE OF THE DIRT ROAD.  A DISK ON TOP
 EH1494'OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1494'PROJECTING +2 INCHES.  2 FEET BELOW HIGHWAY 1 FOOT SOUTHWEST OF A
 EH1494'WITNESS POST.
 EH1494
 EH1494                          STATION RECOVERY (2003)
 EH1494
 EH1494'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0897 ***********************************************************************
 DK0897  DESIGNATION -  J 226
 DK0897  PID         -  DK0897
 DK0897  STATE/COUNTY-  AR/ARKANSAS
 DK0897  USGS QUAD   -  DUMAS (1969)
 DK0897
 DK0897                         *CURRENT SURVEY CONTROL
 DK0897  ___________________________________________________________________
 DK0897* NAD 83(1986)-  33 59 33.     (N)    091 23 03.     (W)     SCALED    
 DK0897* NAVD 88     -        50.567  (meters)     165.90   (feet)  ADJUSTED  
 DK0897  ___________________________________________________________________
 DK0897  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK0897  DYNAMIC HT  -          50.517 (meters)     165.74  (feet)  COMP
 DK0897  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 DK0897
 DK0897  VERT ORDER  -  FIRST     CLASS II
 DK0897
 DK0897.The horizontal coordinates were scaled from a topographic map and have
 DK0897.an estimated accuracy of +/- 6 seconds.
 DK0897
 DK0897.The orthometric height was determined by differential leveling
 DK0897.and adjusted by the National Geodetic Survey in June 1991..
 DK0897
 DK0897.The geoid height was determined by GEOID03.
 DK0897
 DK0897.The dynamic height is computed by dividing the NAVD 88
 DK0897.geopotential number by the normal gravity value computed on the
 DK0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0897.degrees latitude (g = 980.6199 gals.).
 DK0897
 DK0897.The modeled gravity was interpolated from observed gravity values.
 DK0897
 DK0897;                    North         East    Units  Estimated Accuracy
 DK0897;SPC AR S     -   547,220.      456,890.      MT  (+/- 180 meters Scaled)
 DK0897
 DK0897                          SUPERSEDED SURVEY CONTROL
 DK0897
 DK0897  NGVD 29 (??/??/??)   50.629  (m)          166.11   (f) ADJUSTED    1 2
 DK0897
 DK0897.Superseded values are not recommended for survey control.
 DK0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0897.See file dsdata.txt to determine how the superseded data were derived.
 DK0897
 DK0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT492625(NAD 83)
 DK0897_MARKER: DB = BENCH MARK DISK
 DK0897_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0897_SP_SET: 4 FEET
 DK0897_STAMPING: J 226 1976
 DK0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0897
 DK0897  HISTORY     - Date     Condition        Report By
 DK0897  HISTORY     - 1976     MONUMENTED       NGS
 DK0897  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK0897
 DK0897                          STATION DESCRIPTION
 DK0897
 DK0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0897'4.7 MI NW FROM BACK GATE.
 DK0897'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH STATE
 DK0897'HIGHWAY 54 AT BACK GATE, 49 FEET EAST OF THE CENTERLINE OF HIGHWAY,
 DK0897'AND 0.2 MILE SOUTH OF PIPE COVER.  A DISK ON TOP OF A COPPER-COATED
 DK0897'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.
 DK0897'1 FOOT BELOW HIGHWAY 2 FEET WEST OF A WITNESS POST.
 DK0897
 DK0897                          STATION RECOVERY (1984)
 DK0897
 DK0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1479 ***********************************************************************
 EJ1479  DESIGNATION -  J 24
 EJ1479  PID         -  EJ1479
 EJ1479  STATE/COUNTY-  AR/MONTGOMERY
 EJ1479  USGS QUAD   -  BRUSHY CREEK MOUNTAIN (1985)
 EJ1479
 EJ1479                         *CURRENT SURVEY CONTROL
 EJ1479  ___________________________________________________________________
 EJ1479* NAD 83(1986)-  34 41 07.     (N)    093 48 31.     (W)     SCALED    
 EJ1479* NAVD 88     -       283.502  (meters)     930.12   (feet)  ADJUSTED  
 EJ1479  ___________________________________________________________________
 EJ1479  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 EJ1479  DYNAMIC HT  -         283.206 (meters)     929.15  (feet)  COMP
 EJ1479  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 EJ1479
 EJ1479  VERT ORDER  -  SECOND    CLASS 0
 EJ1479
 EJ1479.The horizontal coordinates were scaled from a topographic map and have
 EJ1479.an estimated accuracy of +/- 6 seconds.
 EJ1479
 EJ1479.The orthometric height was determined by differential leveling
 EJ1479.and adjusted by the National Geodetic Survey in June 1991..
 EJ1479
 EJ1479.The geoid height was determined by GEOID03.
 EJ1479
 EJ1479.The dynamic height is computed by dividing the NAVD 88
 EJ1479.geopotential number by the normal gravity value computed on the
 EJ1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1479.degrees latitude (g = 980.6199 gals.).
 EJ1479
 EJ1479.The modeled gravity was interpolated from observed gravity values.
 EJ1479
 EJ1479;                    North         East    Units  Estimated Accuracy
 EJ1479;SPC AR S     -   625,360.      234,280.      MT  (+/- 180 meters Scaled)
 EJ1479
 EJ1479                          SUPERSEDED SURVEY CONTROL
 EJ1479
 EJ1479  NGVD 29 (??/??/92)  283.426  (m)          929.87   (f) ADJ UNCH    2 0
 EJ1479
 EJ1479.Superseded values are not recommended for survey control.
 EJ1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1479.See file dsdata.txt to determine how the superseded data were derived.
 EJ1479
 EJ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU259384(NAD 83)
 EJ1479_MARKER: DB = BENCH MARK DISK
 EJ1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1479_STAMPING: 929.873 J 24 1932
 EJ1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1479+STABILITY: SURFACE MOTION
 EJ1479
 EJ1479  HISTORY     - Date     Condition        Report By
 EJ1479  HISTORY     - 1932     MONUMENTED       CGS
 EJ1479  HISTORY     - 1961     POOR             NGS
 EJ1479
 EJ1479                          STATION DESCRIPTION
 EJ1479
 EJ1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1479'15.7 MI NW FROM MOUNT IDA.
 EJ1479'ABOUT 4.0 MILES EAST OF THE SCOTT-MONTGOMERY COUNTY LINE, ABOUT 0.2
 EJ1479'MILE WEST OF A CONCRETE BRIDGE OVER FIDDLERS CREEK, ABOUT 52 FEET
 EJ1479'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET WEST OF THE WEST EDGE
 EJ1479'OF AN OLD WOODS ROAD AND IN THE EDGE OF PINE TIMBER.  NOTE-- THIS MARK
 EJ1479'APPEARS TO BE SLIGHTLY TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0928 ***********************************************************************
 DK0928  DESIGNATION -  J 240
 DK0928  PID         -  DK0928
 DK0928  STATE/COUNTY-  AR/DREW
 DK0928  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK0928
 DK0928                         *CURRENT SURVEY CONTROL
 DK0928  ___________________________________________________________________
 DK0928* NAD 83(1986)-  33 43 10.     (N)    091 28 42.     (W)     SCALED    
 DK0928* NAVD 88     -        47.118  (meters)     154.59   (feet)  ADJUSTED  
 DK0928  ___________________________________________________________________
 DK0928  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0928  DYNAMIC HT  -          47.070 (meters)     154.43  (feet)  COMP
 DK0928  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 DK0928
 DK0928  VERT ORDER  -  FIRST     CLASS II
 DK0928
 DK0928.The horizontal coordinates were scaled from a topographic map and have
 DK0928.an estimated accuracy of +/- 6 seconds.
 DK0928
 DK0928.The orthometric height was determined by differential leveling
 DK0928.and adjusted by the National Geodetic Survey in June 1991..
 DK0928
 DK0928.The geoid height was determined by GEOID03.
 DK0928
 DK0928.The dynamic height is computed by dividing the NAVD 88
 DK0928.geopotential number by the normal gravity value computed on the
 DK0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0928.degrees latitude (g = 980.6199 gals.).
 DK0928
 DK0928.The modeled gravity was interpolated from observed gravity values.
 DK0928
 DK0928;                    North         East    Units  Estimated Accuracy
 DK0928;SPC AR S     -   516,890.      448,350.      MT  (+/- 180 meters Scaled)
 DK0928
 DK0928                          SUPERSEDED SURVEY CONTROL
 DK0928
 DK0928  NGVD 29 (??/??/??)   47.244  (m)          155.00   (f) ADJUSTED    1 2
 DK0928
 DK0928.Superseded values are not recommended for survey control.
 DK0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0928.See file dsdata.txt to determine how the superseded data were derived.
 DK0928
 DK0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT409320(NAD 83)
 DK0928_MARKER: DB = BENCH MARK DISK
 DK0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0928_STAMPING: J 240 1939
 DK0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0928+STABILITY: SURFACE MOTION
 DK0928
 DK0928  HISTORY     - Date     Condition        Report By
 DK0928  HISTORY     - 1939     MONUMENTED       CGS
 DK0928  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0928  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0928
 DK0928                          STATION DESCRIPTION
 DK0928
 DK0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0928'2.0 MI NW FROM TILLAR.
 DK0928'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 65 FROM TILLAR, DREW COUNTY,
 DK0928'0.2 MILE NORTH OF A SCHOOLHOUSE, AT THE LOG BAYOU CHURCH, IN THE
 DK0928'NORTHWEST CORNER OF THE GRAVEYARD, AT THE SOUTH ENTRANCE TO THE
 DK0928'CHURCHYARD, 195 FEET SOUTHWEST OF THE SOUTH CORNER OF THE CHURCH, 31
 DK0928'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 16 FEET SOUTH OF A
 DK0928'36-INCH OAK TREE.  A STANDARD DISK, STAMPED J 240 1939 AND SET IN THE
 DK0928'TOP OF A CONCRETE POST.
 DK0928
 DK0928                          STATION RECOVERY (1977)
 DK0928
 DK0928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0928'MARK NOT FOUND.
 DK0928
 DK0928                          STATION RECOVERY (1977)
 DK0928
 DK0928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1187 ***********************************************************************
 DM1187  DESIGNATION -  J 242
 DM1187  PID         -  DM1187
 DM1187  STATE/COUNTY-  AR/LITTLE RIVER
 DM1187  USGS QUAD   -  FOREMAN (1975)
 DM1187
 DM1187                         *CURRENT SURVEY CONTROL
 DM1187  ___________________________________________________________________
 DM1187* NAD 83(1997)-  33 43 30.06566(N)    094 25 20.36956(W)     ADJUSTED  
 DM1187* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 DM1187  ___________________________________________________________________
 DM1187  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DM1187  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DM1187
 DM1187  HORZ ORDER  -  SECOND
 DM1187
 DM1187.The horizontal coordinates were established by classical geodetic methods
 DM1187.and adjusted by the National Geodetic Survey in September 1999..
 DM1187
 DM1187.The orthometric height was scaled from a topographic map.
 DM1187
 DM1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1187
 DM1187.The geoid height was determined by GEOID03.
 DM1187
 DM1187;                    North         East     Units Scale Factor Converg.
 DM1187;SPC AR S     -   520,040.010   175,531.519   MT  0.99993296   -1 21 20.7
 DM1187;SPC AR S     - 1,706,164.60    575,889.66   sFT  0.99993296   -1 21 20.7
 DM1187;SPC OK S     -    49,323.775   931,530.287   MT  1.00004748   +2 01 50.7
 DM1187;SPC OK S     -   161,823.09  3,056,195.62   sFT  1.00004748   +2 01 50.7
 DM1187;SPC TXNC     - 2,235,590.062   977,807.692   MT  0.99994154   +2 13 26.2
 DM1187;SPC TXNC     - 7,334,598.40  3,208,024.07   sFT  0.99994154   +2 13 26.2
 DM1187;UTM  15      - 3,732,575.445   368,224.424   MT  0.99981407   -0 47 23.3
 DM1187
 DM1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1187!SPC AR S     -   0.99998385  x   0.99993296  =   0.99991681
 DM1187!SPC OK S     -   0.99998385  x   1.00004748  =   1.00003133
 DM1187!SPC TXNC     -   0.99998385  x   0.99994154  =   0.99992539
 DM1187!UTM  15      -   0.99998385  x   0.99981407  =   0.99979792
 DM1187
 DM1187                          SUPERSEDED SURVEY CONTROL
 DM1187
 DM1187  NAD 83(1997)-  33 43 30.06774(N)    094 25 20.36806(W) AD(       ) 2
 DM1187  NAD 83(1997)-  33 43 30.06785(N)    094 25 20.36795(W) AD(       ) 2
 DM1187  NAD 83(1986)-  33 43 30.07241(N)    094 25 20.36421(W) AD(       ) 2
 DM1187  NAD 27      -  33 43 29.65300(N)    094 25 19.62000(W) AD(       ) 2
 DM1187
 DM1187.Superseded values are not recommended for survey control.
 DM1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1187.See file dsdata.txt to determine how the superseded data were derived.
 DM1187
 DM1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6822432575(NAD 83)
 DM1187_MARKER: DH = HORIZONTAL CONTROL DISK
 DM1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1187+STABILITY: SURFACE MOTION
 DM1187
 DM1187  HISTORY     - Date     Condition        Report By
 DM1187  HISTORY     - 1952     MONUMENTED       USE
 DM1187
 DM1187                          STATION DESCRIPTION
 DM1187
 DM1187'DESCRIBED BY US ENGINEERS 1952 (DAJ)
 DM1187'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF THE SMALL
 DM1187'TOWN OF FOREMAN.  IT IS A STANDARD U.S.E.D. BRONZE DISK SET
 DM1187'IN THE TOP OF A 4 X 4 CONCRETE POST.  IT IS 43 FEET NORTHEAST
 DM1187'OF THE CENTERLINE OF STATE ROAD 32, 36 FEET SOUTHWEST OF THE
 DM1187'WEST RAIL OF A RAILROAD TRACK, 5 FEET NORTHWEST OF A TELEPHONE
 DM1187'POLE AND 1 FOOT NORTHEAST OF A RIGHT-OF-WAY FENCELINE.  THE
 DM1187'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED J-242
 DM1187'1948.
 DM1187'
 DM1187'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1187'JACKSON TO J-242 (USE) AND THE DISTANCE IS 1007.35 FEET
 DM1187'OR 307.042 METERS.
 DM1187'
 DM1187'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 32 AND
 DM1187'41 AT THE MAIN INTERSECTION IN FOREMAN, GO WESTERLY ON STATE
 DM1187'ROAD 32 FOR 1.5 MILES TO MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1042 ***********************************************************************
 DK1042  DESIGNATION -  J 243
 DK1042  PID         -  DK1042
 DK1042  STATE/COUNTY-  AR/CHICOT
 DK1042  USGS QUAD   -  JEROME (1981)
 DK1042
 DK1042                         *CURRENT SURVEY CONTROL
 DK1042  ___________________________________________________________________
 DK1042* NAD 83(1986)-  33 28 36.     (N)    091 26 32.     (W)     SCALED    
 DK1042* NAVD 88     -        42.370  (meters)     139.01   (feet)  ADJUSTED  
 DK1042  ___________________________________________________________________
 DK1042  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DK1042  DYNAMIC HT  -          42.326 (meters)     138.86  (feet)  COMP
 DK1042  MODELED GRAV-     979,597.9   (mgal)                       NAVD 88
 DK1042
 DK1042  VERT ORDER  -  FIRST     CLASS II
 DK1042
 DK1042.The horizontal coordinates were scaled from a topographic map and have
 DK1042.an estimated accuracy of +/- 6 seconds.
 DK1042
 DK1042.The orthometric height was determined by differential leveling
 DK1042.and adjusted by the National Geodetic Survey in June 1991..
 DK1042
 DK1042.The geoid height was determined by GEOID03.
 DK1042
 DK1042.The dynamic height is computed by dividing the NAVD 88
 DK1042.geopotential number by the normal gravity value computed on the
 DK1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1042.degrees latitude (g = 980.6199 gals.).
 DK1042
 DK1042.The modeled gravity was interpolated from observed gravity values.
 DK1042
 DK1042;                    North         East    Units  Estimated Accuracy
 DK1042;SPC AR S     -   489,980.      451,840.      MT  (+/- 180 meters Scaled)
 DK1042
 DK1042                          SUPERSEDED SURVEY CONTROL
 DK1042
 DK1042  NGVD 29 (??/??/??)   42.483  (m)          139.38   (f) ADJUSTED    1 2
 DK1042
 DK1042.Superseded values are not recommended for survey control.
 DK1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1042.See file dsdata.txt to determine how the superseded data were derived.
 DK1042
 DK1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT447052(NAD 83)
 DK1042_MARKER: DB = BENCH MARK DISK
 DK1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1042_STAMPING: J 243 1939
 DK1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1042+STABILITY: SURFACE MOTION
 DK1042
 DK1042  HISTORY     - Date     Condition        Report By
 DK1042  HISTORY     - 1939     MONUMENTED       CGS
 DK1042  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1042  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1042
 DK1042                          STATION DESCRIPTION
 DK1042
 DK1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1042'3.4 MI S FROM DERMOTT.
 DK1042'3.4 MILES SOUTH OF R.R. STATION.  A STANDARD DISC SET IN THE TOP OF A
 DK1042'CONCRETE POST LOCATED ON THE WEST R/W OF THE MO. PAC. R.R. OPPOSITE
 DK1042'MILE POST, 417-7 1/2.  ON RANGE THE EAST WITH THE NORTH SIDE OF THE
 DK1042'PLEASANT HILL BAPTIST CHURCH.  43 FEET WEST OF THE WEST RAIL.  30 FEET
 DK1042'EAST OF THE CENTER LINE OF HWY NO. 165.  0.8 MILE SOUTH OF THE
 DK1042'ENTERPRIZE PLANTATION BARNS.
 DK1042
 DK1042                          STATION RECOVERY (1978)
 DK1042
 DK1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1042'MARK NOT FOUND.
 DK1042
 DK1042                          STATION RECOVERY (1978)
 DK1042
 DK1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0391 ***********************************************************************
 FG0391  DESIGNATION -  J 244
 FG0391  PID         -  FG0391
 FG0391  STATE/COUNTY-  AR/PERRY
 FG0391  USGS QUAD   -  ADONA (1989)
 FG0391
 FG0391                         *CURRENT SURVEY CONTROL
 FG0391  ___________________________________________________________________
 FG0391* NAD 83(1986)-  35 02 30.     (N)    092 52 55.     (W)     SCALED    
 FG0391* NAVD 88     -       100.937  (meters)     331.16   (feet)  ADJUSTED  
 FG0391  ___________________________________________________________________
 FG0391  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FG0391  DYNAMIC HT  -         100.840 (meters)     330.84  (feet)  COMP
 FG0391  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 FG0391
 FG0391  VERT ORDER  -  SECOND    CLASS 0
 FG0391
 FG0391.The horizontal coordinates were scaled from a topographic map and have
 FG0391.an estimated accuracy of +/- 6 seconds.
 FG0391
 FG0391.The orthometric height was determined by differential leveling
 FG0391.and adjusted by the National Geodetic Survey in June 1991..
 FG0391
 FG0391.The geoid height was determined by GEOID03.
 FG0391
 FG0391.The dynamic height is computed by dividing the NAVD 88
 FG0391.geopotential number by the normal gravity value computed on the
 FG0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0391.degrees latitude (g = 980.6199 gals.).
 FG0391
 FG0391.The modeled gravity was interpolated from observed gravity values.
 FG0391
 FG0391;                    North         East    Units  Estimated Accuracy
 FG0391;SPC AR N     -    78,940.      319,530.      MT  (+/- 180 meters Scaled)
 FG0391
 FG0391                          SUPERSEDED SURVEY CONTROL
 FG0391
 FG0391  NGVD 29 (??/??/92)  100.948  (m)          331.19   (f) ADJ UNCH    2 0
 FG0391
 FG0391.Superseded values are not recommended for survey control.
 FG0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0391.See file dsdata.txt to determine how the superseded data were derived.
 FG0391
 FG0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU107776(NAD 83)
 FG0391_MARKER: DB = BENCH MARK DISK
 FG0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0391_STAMPING: J-244 1939
 FG0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0391+STABILITY: SURFACE MOTION
 FG0391
 FG0391  HISTORY     - Date     Condition        Report By
 FG0391  HISTORY     - 1939     MONUMENTED       CGS
 FG0391
 FG0391                          STATION DESCRIPTION
 FG0391
 FG0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0391'0.9 MI E FROM ADONA.
 FG0391'ABOUT 150 YARDS NORTHWEST OF FARM HOUSE LOCATED ON NORTH SIDE OF STATE
 FG0391'HIGHWAY NO. 10.  135 PACES SOUTHWEST OF RAILROAD TRESTLE NO. 1887. 50
 FG0391'YARDS SOUTHEAST OF TELEPHONE POLE 188/30.  45.0 FEET SOUTH OF SOUTH
 FG0391'RAIL.  7.0 FEET EAST OF SMALL DITCH RUNNING NORTH AND SOUTH ON W. A.
 FG0391'CROWDER FARM.  2.0 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE. TABLET IN
 FG0391'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1160 ***********************************************************************
 FF1160  DESIGNATION -  J 246
 FF1160  PID         -  FF1160
 FF1160  STATE/COUNTY-  AR/CRAIGHEAD
 FF1160  USGS QUAD   -  GRUBBS (1965)
 FF1160
 FF1160                         *CURRENT SURVEY CONTROL
 FF1160  ___________________________________________________________________
 FF1160* NAD 83(1986)-  35 40 35.     (N)    091 01 38.     (W)     SCALED    
 FF1160* NAVD 88     -        72.273  (meters)     237.12   (feet)  ADJUSTED  
 FF1160  ___________________________________________________________________
 FF1160  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF1160  DYNAMIC HT  -          72.211 (meters)     236.91  (feet)  COMP
 FF1160  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 FF1160
 FF1160  VERT ORDER  -  SECOND    CLASS 0
 FF1160
 FF1160.The horizontal coordinates were scaled from a topographic map and have
 FF1160.an estimated accuracy of +/- 6 seconds.
 FF1160
 FF1160.The orthometric height was determined by differential leveling
 FF1160.and adjusted by the National Geodetic Survey in June 1991..
 FF1160
 FF1160.The geoid height was determined by GEOID03.
 FF1160
 FF1160.The dynamic height is computed by dividing the NAVD 88
 FF1160.geopotential number by the normal gravity value computed on the
 FF1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1160.degrees latitude (g = 980.6199 gals.).
 FF1160
 FF1160.The modeled gravity was interpolated from observed gravity values.
 FF1160
 FF1160;                    North         East    Units  Estimated Accuracy
 FF1160;SPC AR N     -   149,440.      488,060.      MT  (+/- 180 meters Scaled)
 FF1160
 FF1160                          SUPERSEDED SURVEY CONTROL
 FF1160
 FF1160  NGVD 29 (??/??/??)   72.200  (m)          236.88   (f) ADJUSTED    2 0
 FF1160
 FF1160.Superseded values are not recommended for survey control.
 FF1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1160.See file dsdata.txt to determine how the superseded data were derived.
 FF1160
 FF1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV785498(NAD 83)
 FF1160_MARKER: DB = BENCH MARK DISK
 FF1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1160_STAMPING: J 246 1938
 FF1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1160+STABILITY: SURFACE MOTION
 FF1160
 FF1160  HISTORY     - Date     Condition        Report By
 FF1160  HISTORY     - 1938     MONUMENTED       CGS
 FF1160  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1160
 FF1160                          STATION DESCRIPTION
 FF1160
 FF1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1160'9.8 MI SW FROM CASH.
 FF1160'ABOUT 9.8 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 FF1160'OFFICE AT CASH, CRAIGHEAD COUNTY, 174 FEET NORTH OF THE NORTH
 FF1160'END OF THE V.F. LONG STORE, AND 33 FEET EAST OF THE CENTER LINE
 FF1160'OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 246 1938 AND SET IN THE
 FF1160'TOP OF A CONCRETE POST.
 FF1160
 FF1160                          STATION RECOVERY (1964)
 FF1160
 FF1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0581 ***********************************************************************
 DL0581  DESIGNATION -  J 247
 DL0581  PID         -  DL0581
 DL0581  STATE/COUNTY-  AR/LAFAYETTE
 DL0581  USGS QUAD   -  BUCKNER (1968)
 DL0581
 DL0581                         *CURRENT SURVEY CONTROL
 DL0581  ___________________________________________________________________
 DL0581* NAD 83(1986)-  33 15 21.     (N)    093 29 35.     (W)     SCALED    
 DL0581* NAVD 88     -        82.560  (meters)     270.87   (feet)  ADJUSTED  
 DL0581  ___________________________________________________________________
 DL0581  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DL0581  DYNAMIC HT  -          82.471 (meters)     270.57  (feet)  COMP
 DL0581  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 DL0581
 DL0581  VERT ORDER  -  SECOND    CLASS 0
 DL0581
 DL0581.The horizontal coordinates were scaled from a topographic map and have
 DL0581.an estimated accuracy of +/- 6 seconds.
 DL0581
 DL0581.The orthometric height was determined by differential leveling
 DL0581.and adjusted by the National Geodetic Survey in June 1991..
 DL0581
 DL0581.The geoid height was determined by GEOID03.
 DL0581
 DL0581.The dynamic height is computed by dividing the NAVD 88
 DL0581.geopotential number by the normal gravity value computed on the
 DL0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0581.degrees latitude (g = 980.6199 gals.).
 DL0581
 DL0581.The modeled gravity was interpolated from observed gravity values.
 DL0581
 DL0581;                    North         East    Units  Estimated Accuracy
 DL0581;SPC AR S     -   466,360.      260,880.      MT  (+/- 180 meters Scaled)
 DL0581
 DL0581                          SUPERSEDED SURVEY CONTROL
 DL0581
 DL0581  NGVD 29 (??/??/92)   82.605  (m)          271.01   (f) ADJ UNCH    2 0
 DL0581
 DL0581.Superseded values are not recommended for survey control.
 DL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0581.See file dsdata.txt to determine how the superseded data were derived.
 DL0581
 DL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS540797(NAD 83)
 DL0581_MARKER: DB = BENCH MARK DISK
 DL0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0581_STAMPING: J 247 1934
 DL0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0581+STABILITY: SURFACE MOTION
 DL0581
 DL0581  HISTORY     - Date     Condition        Report By
 DL0581  HISTORY     - 1934     MONUMENTED       CGS
 DL0581  HISTORY     - 1958     GOOD             USGS
 DL0581  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0581
 DL0581                          STATION DESCRIPTION
 DL0581
 DL0581'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DL0581'0.9 MI S FROM MCKAMIE.
 DL0581'0.9 MILES SOUTH ALONG THE LA. AND ARK. RAILWAY FROM THE STATION AT
 DL0581'MCKAMIE, LAFAYETTE COUNTY.  190 FEET SOUTH AND 34 FEET EAST OF CENTER
 DL0581'LINE OF ROAD AT RR SIDING AND T-ROAD WEST.  NEAR NE CORNER OF MCKAMIE
 DL0581'GAS CLEANING PLANT.  162 FT. SOUTH AND 34 FT. WEST OF CENTER LINE RR
 DL0581'TRACK AT MILEPOST 30.  SET IN THE TOP OF A CONCRETE POST.
 DL0581
 DL0581                          STATION RECOVERY (1966)
 DL0581
 DL0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DL0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1171 ***********************************************************************
 FG1171  DESIGNATION -  J 25
 FG1171  PID         -  FG1171
 FG1171  STATE/COUNTY-  AR/POPE
 FG1171  USGS QUAD   -  DARDANELLE (1993)
 FG1171
 FG1171                         *CURRENT SURVEY CONTROL
 FG1171  ___________________________________________________________________
 FG1171* NAD 83(1986)-  35 13 29.     (N)    093 08 52.     (W)     SCALED    
 FG1171* NAVD 88     -       100.852  (meters)     330.88   (feet)  ADJUSTED  
 FG1171  ___________________________________________________________________
 FG1171  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1171  DYNAMIC HT  -         100.756 (meters)     330.56  (feet)  COMP
 FG1171  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 FG1171
 FG1171  VERT ORDER  -  SECOND    CLASS 0
 FG1171
 FG1171.The horizontal coordinates were scaled from a topographic map and have
 FG1171.an estimated accuracy of +/- 6 seconds.
 FG1171
 FG1171.The orthometric height was determined by differential leveling
 FG1171.and adjusted by the National Geodetic Survey in June 1991..
 FG1171
 FG1171.The geoid height was determined by GEOID03.
 FG1171
 FG1171.The dynamic height is computed by dividing the NAVD 88
 FG1171.geopotential number by the normal gravity value computed on the
 FG1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1171.degrees latitude (g = 980.6199 gals.).
 FG1171
 FG1171.The modeled gravity was interpolated from observed gravity values.
 FG1171
 FG1171;                    North         East    Units  Estimated Accuracy
 FG1171;SPC AR N     -    99,500.      295,520.      MT  (+/- 180 meters Scaled)
 FG1171
 FG1171                          SUPERSEDED SURVEY CONTROL
 FG1171
 FG1171  NGVD 29 (??/??/92)  100.843  (m)          330.85   (f) ADJ UNCH    2 0
 FG1171
 FG1171.Superseded values are not recommended for survey control.
 FG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1171.See file dsdata.txt to determine how the superseded data were derived.
 FG1171
 FG1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU865979(NAD 83)
 FG1171_MARKER: DB = BENCH MARK DISK
 FG1171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1171_SP_SET: BRIGE
 FG1171_STAMPING: J 25 1932
 FG1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1171
 FG1171  HISTORY     - Date     Condition        Report By
 FG1171  HISTORY     - 1932     MONUMENTED       CGS
 FG1171  HISTORY     - 1940     GOOD             NGS
 FG1171  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG1171
 FG1171                          STATION DESCRIPTION
 FG1171
 FG1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FG1171'IN DARDANELLE.
 FG1171'IN NORTH DARDANELLE, BENCH MARK IS AT THE NORTHEAST END OF THE STATE
 FG1171'HIGHWAY NO. 22 BRIDGE OVER THE ARKANSAS RIVER.  NEAR A BRONZE TABLET
 FG1171'IN SIDE OF BRIDGE BULWORK.  3.5 FEET SOUTHWEST OF THE NORTHEAST END OF
 FG1171'THE NORTHWEST CURBING OF THE BRIDGE.  STANDARD DISK BENCH MARK SET
 FG1171'FLUSH AND HORIZONTALLY IN DRILL HOLE IN BRIDGE CURB.
 FG1171
 FG1171                          STATION RECOVERY (1972)
 FG1171
 FG1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0528 ***********************************************************************
 EJ0528  DESIGNATION -  J 250
 EJ0528  PID         -  EJ0528
 EJ0528  STATE/COUNTY-  AR/JEFFERSON
 EJ0528  USGS QUAD   -  WRIGHT (1975)
 EJ0528
 EJ0528                         *CURRENT SURVEY CONTROL
 EJ0528  ___________________________________________________________________
 EJ0528* NAD 83(1986)-  34 23 08.     (N)    092 06 33.     (W)     SCALED    
 EJ0528* NAVD 88     -        86.280  (meters)     283.07   (feet)  ADJUSTED  
 EJ0528  ___________________________________________________________________
 EJ0528  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0528  DYNAMIC HT  -          86.198 (meters)     282.80  (feet)  COMP
 EJ0528  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 EJ0528
 EJ0528  VERT ORDER  -  SECOND    CLASS 0
 EJ0528
 EJ0528.The horizontal coordinates were scaled from a topographic map and have
 EJ0528.an estimated accuracy of +/- 6 seconds.
 EJ0528
 EJ0528.The orthometric height was determined by differential leveling
 EJ0528.and adjusted by the National Geodetic Survey in June 1991..
 EJ0528
 EJ0528.The geoid height was determined by GEOID03.
 EJ0528
 EJ0528.The dynamic height is computed by dividing the NAVD 88
 EJ0528.geopotential number by the normal gravity value computed on the
 EJ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0528.degrees latitude (g = 980.6199 gals.).
 EJ0528
 EJ0528.The modeled gravity was interpolated from observed gravity values.
 EJ0528
 EJ0528;                    North         East    Units  Estimated Accuracy
 EJ0528;SPC AR S     -   590,650.      389,960.      MT  (+/- 180 meters Scaled)
 EJ0528
 EJ0528                          SUPERSEDED SURVEY CONTROL
 EJ0528
 EJ0528  NGVD 29 (??/??/92)   86.373  (m)          283.38   (f) ADJ UNCH    2 0
 EJ0528
 EJ0528.Superseded values are not recommended for survey control.
 EJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0528.See file dsdata.txt to determine how the superseded data were derived.
 EJ0528
 EJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU818052(NAD 83)
 EJ0528_MARKER: DB = BENCH MARK DISK
 EJ0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0528_SP_SET: CULVERT
 EJ0528_STAMPING: J 250 1940
 EJ0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0528
 EJ0528  HISTORY     - Date     Condition        Report By
 EJ0528  HISTORY     - 1940     MONUMENTED       CGS
 EJ0528
 EJ0528                          STATION DESCRIPTION
 EJ0528
 EJ0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0528'4.3 MI NE FROM JEFFERSON SPRINGS.
 EJ0528'4.3 MILES NORTHEAST ALONG GRADED DIRT ROAD TOWARDS RIVER FROM MISSOURI
 EJ0528'PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS.  TO REACH FROM THE
 EJ0528'MISSOURI PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS, PROCEED NORTH
 EJ0528'NORTHWEST ALONG TRACK, GO 0.4 MILE.  TURN RIGHT (EAST NORTHEAST) AND
 EJ0528'FOLLOW GRADED ROAD TOWARDS RIVER, GO 3.9 MILES.  BENCH MARK IS IN THE
 EJ0528'TWELFTH (12) CULVERT ON THE GRADED ROAD FROM JEFFERSON SPRINGS TOWARDS
 EJ0528'THE RIVER.  SET 1 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE
 EJ0528'HEADWALL OF A 24 INCH TILE CULVERT.  13 FEET EAST OF THE CENTER LINE
 EJ0528'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1771 ***********************************************************************
 EH1771  DESIGNATION -  J 251
 EH1771  PID         -  EH1771
 EH1771  STATE/COUNTY-  AR/JEFFERSON
 EH1771  USGS QUAD   -  ROB ROY (1971)
 EH1771
 EH1771                         *CURRENT SURVEY CONTROL
 EH1771  ___________________________________________________________________
 EH1771* NAD 83(1986)-  34 17 55.     (N)    091 57 05.     (W)     SCALED    
 EH1771* NAVD 88     -        63.972  (meters)     209.88   (feet)  ADJUSTED  
 EH1771  ___________________________________________________________________
 EH1771  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1771  DYNAMIC HT  -          63.910 (meters)     209.68  (feet)  COMP
 EH1771  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EH1771
 EH1771  VERT ORDER  -  SECOND    CLASS 0
 EH1771
 EH1771.The horizontal coordinates were scaled from a topographic map and have
 EH1771.an estimated accuracy of +/- 6 seconds.
 EH1771
 EH1771.The orthometric height was determined by differential leveling
 EH1771.and adjusted by the National Geodetic Survey in June 1991..
 EH1771
 EH1771.The geoid height was determined by GEOID03.
 EH1771
 EH1771.The dynamic height is computed by dividing the NAVD 88
 EH1771.geopotential number by the normal gravity value computed on the
 EH1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1771.degrees latitude (g = 980.6199 gals.).
 EH1771
 EH1771.The modeled gravity was interpolated from observed gravity values.
 EH1771
 EH1771;                    North         East    Units  Estimated Accuracy
 EH1771;SPC AR S     -   581,010.      404,480.      MT  (+/- 180 meters Scaled)
 EH1771
 EH1771                          SUPERSEDED SURVEY CONTROL
 EH1771
 EH1771  NGVD 29 (??/??/??)   64.003  (m)          209.98   (f) ADJUSTED    2 0
 EH1771
 EH1771.Superseded values are not recommended for survey control.
 EH1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1771.See file dsdata.txt to determine how the superseded data were derived.
 EH1771
 EH1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT964957(NAD 83)
 EH1771_MARKER: DB = BENCH MARK DISK
 EH1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1771_STAMPING: J 251 1940
 EH1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1771+STABILITY: SURFACE MOTION
 EH1771
 EH1771  HISTORY     - Date     Condition        Report By
 EH1771  HISTORY     - 1940     MONUMENTED       CGS
 EH1771  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH1771
 EH1771                          STATION DESCRIPTION
 EH1771
 EH1771'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EH1771'2.5 MI NW FROM ROB ROY.
 EH1771'2.5 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE ST. LOUIS
 EH1771'SOUTHWESTERN RAILWAY STATION AT ROB ROY, JEFFERSON COUNTY, 0.3 MILE
 EH1771'ALONG THE ROAD ACROSS A SMALL LEVEE AND THE BRIDGE OVER PLUM BAYOU,
 EH1771'ACROSS THE LARGE LEVEE AND 1.0 MILE ALONG THE GRAVEL ROAD, 0.8 MILE
 EH1771'SOUTHWEST ALONG THE U. S. HIGHWAY 79, 0.4 MILE SOUTHEAST ALONG A DIRT
 EH1771'ROAD LEADING THROUGH A FIELD, 500 YARDS EAST OF A FLOODGATE, 250 YARDS
 EH1771'EAST OF A CURVE IN THE LEVEE, 64 FEET EAST OF A GATE, IN A FENCE, 25
 EH1771'YARDS NORTHWEST OF THE INTERSECTION OF THE LEVEE AND A RAMP, 1 FOOT
 EH1771'SOUTH OF A FENCE, AND 3.5 FEET NORTHEAST OF A 4 BY 4 INCH WHITE POST
 EH1771'PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED J 251
 EH1771'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EH1771'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0169 ***********************************************************************
 EJ0169  DESIGNATION -  J 252
 EJ0169  PID         -  EJ0169
 EJ0169  STATE/COUNTY-  AR/PULASKI
 EJ0169  USGS QUAD   -  KEO (1987)
 EJ0169
 EJ0169                         *CURRENT SURVEY CONTROL
 EJ0169  ___________________________________________________________________
 EJ0169* NAD 83(1986)-  34 30 46.     (N)    092 06 31.     (W)     SCALED    
 EJ0169* NAVD 88     -        69.792  (meters)     228.98   (feet)  ADJUSTED  
 EJ0169  ___________________________________________________________________
 EJ0169  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EJ0169  DYNAMIC HT  -          69.726 (meters)     228.76  (feet)  COMP
 EJ0169  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 EJ0169
 EJ0169  VERT ORDER  -  SECOND    CLASS 0
 EJ0169
 EJ0169.The horizontal coordinates were scaled from a topographic map and have
 EJ0169.an estimated accuracy of +/- 6 seconds.
 EJ0169
 EJ0169.The orthometric height was determined by differential leveling
 EJ0169.and adjusted by the National Geodetic Survey in June 1991..
 EJ0169
 EJ0169.The geoid height was determined by GEOID03.
 EJ0169
 EJ0169.The dynamic height is computed by dividing the NAVD 88
 EJ0169.geopotential number by the normal gravity value computed on the
 EJ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0169.degrees latitude (g = 980.6199 gals.).
 EJ0169
 EJ0169.The modeled gravity was interpolated from observed gravity values.
 EJ0169
 EJ0169;                    North         East    Units  Estimated Accuracy
 EJ0169;SPC AR S     -   604,770.      390,030.      MT  (+/- 180 meters Scaled)
 EJ0169
 EJ0169                          SUPERSEDED SURVEY CONTROL
 EJ0169
 EJ0169  NGVD 29 (??/??/92)   69.827  (m)          229.09   (f) ADJ UNCH    2 0
 EJ0169
 EJ0169.Superseded values are not recommended for survey control.
 EJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0169.See file dsdata.txt to determine how the superseded data were derived.
 EJ0169
 EJ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU818193(NAD 83)
 EJ0169_MARKER: DB = BENCH MARK DISK
 EJ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0169_STAMPING: J 252 1940
 EJ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0169+STABILITY: SURFACE MOTION
 EJ0169
 EJ0169  HISTORY     - Date     Condition        Report By
 EJ0169  HISTORY     - 1940     MONUMENTED       CGS
 EJ0169  HISTORY     - 198412   MARK NOT FOUND   USGS
 EJ0169  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0169
 EJ0169                          STATION DESCRIPTION
 EJ0169
 EJ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0169'2.0 MI N FROM WRIGHT.
 EJ0169'IN PULASKI COUNTY, 2.0 MILES NORTH ALONG A GRAVEL COUNTY ROAD LEADING
 EJ0169'TO THE JESSE R. CORE COMMUNITY SCHOOL FROM THE POST OFFICE AT WRIGHT,
 EJ0169'JEFFERSON COUNTY, 4.9 MILES WEST ALONG A GRAVEL ROAD LEADING PAST THE
 EJ0169'CORE FARM HEADQUARTERS AND ACROSS A BRIDGE, 2.2 MILES NORTH ALONG A
 EJ0169'GRAVEL ROAD, 0.4 MILE WEST ALONG A DIRT ROAD, 120 FEET SOUTHWEST OF
 EJ0169'THE J. J. CANTRELL SMALL FRAME HOUSE, 65 FEET NORTHEAST OF THE
 EJ0169'CENTERLINE OF THE LEVEE, 24 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 EJ0169'ROAD LEADING UP A RAMP AND ACROSS THE LEVEE, 6 FEET SOUTHWEST OF A
 EJ0169'WIRE FENCE, AND 3 FEET SOUTHEAST OF A 4 BY 4-INCH WHITE POST
 EJ0169'PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED J 252
 EJ0169'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 EJ0169'GROUND.
 EJ0169
 EJ0169                          STATION RECOVERY (1984)
 EJ0169
 EJ0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0169'MARK NOT FOUND.
 EJ0169
 EJ0169                          STATION RECOVERY (1989)
 EJ0169
 EJ0169'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1082 ***********************************************************************
 FG1082  DESIGNATION -  J 253 RESET
 FG1082  PID         -  FG1082
 FG1082  STATE/COUNTY-  AR/YELL
 FG1082  USGS QUAD   -  DARDANELLE (1993)
 FG1082
 FG1082                         *CURRENT SURVEY CONTROL
 FG1082  ___________________________________________________________________
 FG1082* NAD 83(1986)-  35 14 59.     (N)    093 13 16.     (W)     SCALED    
 FG1082* NAVD 88     -       104.78   (meters)     343.8    (feet)  RESET     
 FG1082  ___________________________________________________________________
 FG1082  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FG1082
 FG1082  VERT ORDER  -  THIRD
 FG1082
 FG1082.The horizontal coordinates were scaled from a topographic map and have
 FG1082.an estimated accuracy of +/- 6 seconds.
 FG1082
 FG1082.The orthometric height was computed from unverified reset data.
 FG1082
 FG1082.The geoid height was determined by GEOID03.
 FG1082
 FG1082;                    North         East    Units  Estimated Accuracy
 FG1082;SPC AR N     -   102,360.      288,880.      MT  (+/- 180 meters Scaled)
 FG1082
 FG1082                          SUPERSEDED SURVEY CONTROL
 FG1082
 FG1082.No superseded survey control is available for this station.
 FG1082
 FG1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV798007(NAD 83)
 FG1082_MARKER: DB = BENCH MARK DISK
 FG1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1082_STAMPING: J 253 RESET 1962
 FG1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1082+STABILITY: SURFACE MOTION
 FG1082
 FG1082  HISTORY     - Date     Condition        Report By
 FG1082  HISTORY     - 1962     MONUMENTED       CGS
 FG1082
 FG1082                          STATION DESCRIPTION
 FG1082
 FG1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG1082'4.0 MI W FROM DARDANELLE.
 FG1082'LOCATED 1 1/2 BLOCKS SOUTH ALONG STATE HIGHWAY 7 FROM THE SOUTH END OF
 FG1082'THE BRIDGE OVER THE ARKANSAS RIVER IN DARDANELLE, THENCE GO WEST ON
 FG1082'SECOND STREET FOR 1.4 MILES TO JUNCTION WITH STATE HIGHWAY 22, THENCE
 FG1082'GO WEST ON STATE HIGHWAY 22 FOR 2.6 MILES TO THE BRIDGE OVER HAYES
 FG1082'CREEK AND THE MARK ON THE LEFT.  IT IS ABOUT 400 FEET EAST OF A SMALL
 FG1082'STORE AND GAS STATION, 110 FEET WEST OF THE CENTER OF HAYES CREEK, 100
 FG1082'FEET EAST-SOUTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 110 FEET SOUTH
 FG1082'OF THE CENTERLINE OF THE NEW HIGHWAY, 30.7 FEET EAST-SOUTHEAST OF A
 FG1082'POWER POLE, 12 FEET WEST OF A TELEPHONE POLE, 110 FEET EAST OF THE
 FG1082'NORTH END OF A CONCRETE RETAINING WALL AND 1 FOOT SOUTH OF A METAL
 FG1082'WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 FG1082'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1241 ***********************************************************************
 FG1241  DESIGNATION -  J 255
 FG1241  PID         -  FG1241
 FG1241  STATE/COUNTY-  AR/LOGAN
 FG1241  USGS QUAD   -  OZARK (1993)
 FG1241
 FG1241                         *CURRENT SURVEY CONTROL
 FG1241  ___________________________________________________________________
 FG1241* NAD 83(1986)-  35 23 08.     (N)    093 48 40.     (W)     SCALED    
 FG1241* NAVD 88     -       190.353  (meters)     624.52   (feet)  ADJUSTED  
 FG1241  ___________________________________________________________________
 FG1241  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FG1241  DYNAMIC HT  -         190.175 (meters)     623.93  (feet)  COMP
 FG1241  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FG1241
 FG1241  VERT ORDER  -  SECOND    CLASS 0
 FG1241
 FG1241.The horizontal coordinates were scaled from a topographic map and have
 FG1241.an estimated accuracy of +/- 6 seconds.
 FG1241
 FG1241.The orthometric height was determined by differential leveling
 FG1241.and adjusted by the National Geodetic Survey in June 1991..
 FG1241
 FG1241.The geoid height was determined by GEOID03.
 FG1241
 FG1241.The dynamic height is computed by dividing the NAVD 88
 FG1241.geopotential number by the normal gravity value computed on the
 FG1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1241.degrees latitude (g = 980.6199 gals.).
 FG1241
 FG1241.The modeled gravity was interpolated from observed gravity values.
 FG1241
 FG1241;                    North         East    Units  Estimated Accuracy
 FG1241;SPC AR N     -   118,250.      235,470.      MT  (+/- 180 meters Scaled)
 FG1241
 FG1241                          SUPERSEDED SURVEY CONTROL
 FG1241
 FG1241  NGVD 29 (??/??/92)  190.301  (m)          624.35   (f) ADJ UNCH    2 0
 FG1241
 FG1241.Superseded values are not recommended for survey control.
 FG1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1241.See file dsdata.txt to determine how the superseded data were derived.
 FG1241
 FG1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV263161(NAD 83)
 FG1241_MARKER: DB = BENCH MARK DISK
 FG1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1241_STAMPING: J 255 1940
 FG1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1241+STABILITY: SURFACE MOTION
 FG1241
 FG1241  HISTORY     - Date     Condition        Report By
 FG1241  HISTORY     - 1940     MONUMENTED       CGS
 FG1241  HISTORY     - 1959     GOOD             NGS
 FG1241  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1241
 FG1241                          STATION DESCRIPTION
 FG1241
 FG1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1241'2 MI W FROM ROSEVILLE.
 FG1241'THE MARK WAS RECOVERED ABOUT 300 FEET EAST OF THE CENTERLINE OF THE
 FG1241'NORTH-SOUTH ROAD AND ABOUT 30 YARDS EAST OF THE EAST EDGE OF A CURVE.
 FG1241'A TRIANGLE BLAZE WAS CUT ON A PINE TREE JUST NORTHWEST OF THE MARK.
 FG1241'2.0 MILES WEST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY 23 FROM
 FG1241'ROSEVILLE, AT THE EAST END OF A CURVE IN THE ROAD, 150 FEET EAST OF
 FG1241'THE CENTER OF THE INTERSECTION OF A DIRT ROAD, 31 FEET NORTH OF THE
 FG1241'CENTERLINE OF THE GRAVEL ROAD, 1 FOOT SOUTH OF A WIRE FENCE, AND 4
 FG1241'FEET EAST OF A WHITE WOODEN WITNESS POST.
 FG1241
 FG1241                          STATION RECOVERY (1984)
 FG1241
 FG1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1242 ***********************************************************************
 FG1242  DESIGNATION -  J 255 RESET
 FG1242  PID         -  FG1242
 FG1242  STATE/COUNTY-  AR/LOGAN
 FG1242  USGS QUAD   -  OZARK (1993)
 FG1242
 FG1242                         *CURRENT SURVEY CONTROL
 FG1242  ___________________________________________________________________
 FG1242* NAD 83(1986)-  35 23 08.     (N)    093 48 40.     (W)     SCALED    
 FG1242* NAVD 88     -       189.76   (meters)     622.6    (feet)  RESET     
 FG1242  ___________________________________________________________________
 FG1242  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FG1242
 FG1242  VERT ORDER  -  THIRD
 FG1242
 FG1242.The horizontal coordinates were scaled from a topographic map and have
 FG1242.an estimated accuracy of +/- 6 seconds.
 FG1242
 FG1242.The orthometric height was computed from unverified reset data.
 FG1242
 FG1242.The geoid height was determined by GEOID03.
 FG1242
 FG1242;                    North         East    Units  Estimated Accuracy
 FG1242;SPC AR N     -   118,250.      235,470.      MT  (+/- 180 meters Scaled)
 FG1242
 FG1242                          SUPERSEDED SURVEY CONTROL
 FG1242
 FG1242.No superseded survey control is available for this station.
 FG1242
 FG1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV263161(NAD 83)
 FG1242_MARKER: DB = BENCH MARK DISK
 FG1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1242_STAMPING: J 255 RESET 1964
 FG1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1242+STABILITY: SURFACE MOTION
 FG1242
 FG1242  HISTORY     - Date     Condition        Report By
 FG1242  HISTORY     - 1964     MONUMENTED       CGS
 FG1242
 FG1242                          STATION DESCRIPTION
 FG1242
 FG1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FG1242'7.90 MI SE FROM OZARK.
 FG1242'ABOUT 6.45 MILES SOUTHEAST ALONG STATE HIGHWAY 309 FROM ITS JUNCTION
 FG1242'WITH STATE HIGHWAY 23 WHICH IS ABOUT 1.4 MILES SOUTH OF OZARK, ABOUT
 FG1242'2.1 MILES WEST OF THE SMALL SETTLEMENT OF ROSEVILLE, ABOUT 0.05 MILE
 FG1242'EAST OF A TURN IN THE HIGHWAY, 47 FEET NORTH OF THE CENTERLINE OF THE
 FG1242'HIGHWAY, 18 FEET NORTH OF A ROW OF PINE TREES, 1.5 FEET WEST OF A
 FG1242'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FG1242'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0186 ***********************************************************************
 FH0186  DESIGNATION -  J 256
 FH0186  PID         -  FH0186
 FH0186  STATE/COUNTY-  AR/SEBASTIAN
 FH0186  USGS QUAD   -  ALMA (1987)
 FH0186
 FH0186                         *CURRENT SURVEY CONTROL
 FH0186  ___________________________________________________________________
 FH0186* NAD 83(1986)-  35 24 33.     (N)    094 07 55.     (W)     SCALED    
 FH0186* NAVD 88     -       118.690  (meters)     389.40   (feet)  ADJUSTED  
 FH0186  ___________________________________________________________________
 FH0186  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FH0186  DYNAMIC HT  -         118.580 (meters)     389.04  (feet)  COMP
 FH0186  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FH0186
 FH0186  VERT ORDER  -  FIRST     CLASS II
 FH0186
 FH0186.The horizontal coordinates were scaled from a topographic map and have
 FH0186.an estimated accuracy of +/- 6 seconds.
 FH0186
 FH0186.The orthometric height was determined by differential leveling
 FH0186.and adjusted by the National Geodetic Survey in June 1991..
 FH0186
 FH0186.The geoid height was determined by GEOID03.
 FH0186
 FH0186.The dynamic height is computed by dividing the NAVD 88
 FH0186.geopotential number by the normal gravity value computed on the
 FH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0186.degrees latitude (g = 980.6199 gals.).
 FH0186
 FH0186.The modeled gravity was interpolated from observed gravity values.
 FH0186
 FH0186;                    North         East    Units  Estimated Accuracy
 FH0186;SPC AR N     -   121,450.      206,380.      MT  (+/- 180 meters Scaled)
 FH0186
 FH0186                          SUPERSEDED SURVEY CONTROL
 FH0186
 FH0186  NGVD 29 (??/??/92)  118.612  (m)          389.15   (f) ADJ UNCH    1 2
 FH0186
 FH0186.Superseded values are not recommended for survey control.
 FH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0186.See file dsdata.txt to determine how the superseded data were derived.
 FH0186
 FH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV972190(NAD 83)
 FH0186_MARKER: DB = BENCH MARK DISK
 FH0186_SETTING: 66 = SET IN ROCK OUTCROP
 FH0186_SP_SET: SANDSTONE OUTCROP
 FH0186_STAMPING: J 256 1940
 FH0186_MARK LOGO: CGS   
 FH0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0186+STABILITY: POSITION/ELEVATION WELL
 FH0186
 FH0186  HISTORY     - Date     Condition        Report By
 FH0186  HISTORY     - 1940     MONUMENTED       CGS
 FH0186  HISTORY     - 1959     GOOD             NGS
 FH0186  HISTORY     - 1984     GOOD             NGS
 FH0186  HISTORY     - 1987     GOOD             USPSQD
 FH0186  HISTORY     - 1988     GOOD             USPSQD
 FH0186  HISTORY     - 1989     GOOD             USPSQD
 FH0186  HISTORY     - 1990     GOOD             USPSQD
 FH0186
 FH0186                          STATION DESCRIPTION
 FH0186
 FH0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0186'8.6 MI NE FROM LAVACA.
 FH0186'8.6 MILES NORTHEAST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 FH0186'AT LAVACA, ON A STRAIGHT STRETCH OF ROAD BETWEEN TWO CURVES,
 FH0186'95 YARDS SOUTHEAST OF ONE CURVE, 95 FEET EAST OF THE NORTHEAST
 FH0186'END OF A CULVERT UNDER THE HIGHWAY, 39 FEET NORTHEAST OF THE
 FH0186'CENTERLINE OF THE HIGHWAY, ON A MOUNTAIN SLOPE, AND IN THE TOP
 FH0186'OF A SANDSTONE OUTCROP.  NOTE-- A 5-INCH TRIANGLE BLAZE WAS CUT
 FH0186'ON THE WEST SIDE OF A TREE THAT IS JUST EAST OF THE LARGE BOULDER
 FH0186'IN WHICH MARK IS LOCATED.  THE MARK IS NEAR THE SOUTHWEST END
 FH0186'OF THE BOULDER AND IS ABOUT 12 FEET SOUTHWEST OF THE BLAZED TREE.
 FH0186
 FH0186                          STATION RECOVERY (1984)
 FH0186
 FH0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0186'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.5 KM
 FH0186'(9.05 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN LAVACA TO
 FH0186'THE MARK ON THE RIGHT, 28.9 METERS (95.0 FT) EAST OF THE SOUTHEAST
 FH0186'CORNER OF THE NORTHEAST END OF A CULVERT UNDER STATE ROUTE 96 AND
 FH0186'11.89 METERS (39.0 FT) NORTHEAST OF THE CENTERLINE OF STATE ROUTE 96.
 FH0186'THE MARK IS 0.61 M BELOW STATE ROUTE 96.
 FH0186
 FH0186                          STATION RECOVERY (1987)
 FH0186
 FH0186'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0186'RECOVERED IN GOOD CONDITION.
 FH0186
 FH0186                          STATION RECOVERY (1988)
 FH0186
 FH0186'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0186'RECOVERED IN GOOD CONDITION.
 FH0186
 FH0186                          STATION RECOVERY (1989)
 FH0186
 FH0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0186'RECOVERED IN GOOD CONDITION.
 FH0186
 FH0186                          STATION RECOVERY (1990)
 FH0186
 FH0186'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1140 ***********************************************************************
 DL1140  DESIGNATION -  J 258
 DL1140  PID         -  DL1140
 DL1140  STATE/COUNTY-  AR/MILLER
 DL1140  USGS QUAD   -  GARLAND (1975)
 DL1140
 DL1140                         *CURRENT SURVEY CONTROL
 DL1140  ___________________________________________________________________
 DL1140* NAD 83(1986)-  33 17 18.     (N)    093 42 35.     (W)     SCALED    
 DL1140* NAVD 88     -        68.068  (meters)     223.32   (feet)  ADJUSTED  
 DL1140  ___________________________________________________________________
 DL1140  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DL1140  DYNAMIC HT  -          67.995 (meters)     223.08  (feet)  COMP
 DL1140  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 DL1140
 DL1140  VERT ORDER  -  FIRST     CLASS I
 DL1140
 DL1140.The horizontal coordinates were scaled from a topographic map and have
 DL1140.an estimated accuracy of +/- 6 seconds.
 DL1140
 DL1140.The orthometric height was determined by differential leveling
 DL1140.and adjusted by the National Geodetic Survey in June 1991..
 DL1140
 DL1140.The geoid height was determined by GEOID03.
 DL1140
 DL1140.The dynamic height is computed by dividing the NAVD 88
 DL1140.geopotential number by the normal gravity value computed on the
 DL1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1140.degrees latitude (g = 980.6199 gals.).
 DL1140
 DL1140.The modeled gravity was interpolated from observed gravity values.
 DL1140
 DL1140;                    North         East    Units  Estimated Accuracy
 DL1140;SPC AR S     -   470,280.      240,750.      MT  (+/- 180 meters Scaled)
 DL1140
 DL1140                          SUPERSEDED SURVEY CONTROL
 DL1140
 DL1140  NGVD 29 (??/??/??)   68.097  (m)          223.41   (f) ADJUSTED    1 1
 DL1140
 DL1140.Superseded values are not recommended for survey control.
 DL1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1140.See file dsdata.txt to determine how the superseded data were derived.
 DL1140
 DL1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS339834(NAD 83)
 DL1140_MARKER: DB = BENCH MARK DISK
 DL1140_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1140+WITH SETTING: INTO GROUND
 DL1140_SP_SET: METAL ROD WITH BASE PLATE
 DL1140_STAMPING: J 258 1977
 DL1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1140+STABILITY: SURFACE MOTION
 DL1140
 DL1140  HISTORY     - Date     Condition        Report By
 DL1140  HISTORY     - 1977     MONUMENTED       NGS
 DL1140
 DL1140                          STATION DESCRIPTION
 DL1140
 DL1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1140'7.7 MI SE FROM GARLAND.
 DL1140'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1140'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1140'GRAVEL ROAD PARALLELING LEVEE, THENCE 2.3 MILES SOUTHEAST ALONG
 DL1140'TOP OF LEVEE, 101 FEET NORTH OF THE CENTER OF TOP OF LEVEE, 17
 DL1140'FEET WEST OF THE CENTER OF A ROAD LEADING NORTH ACROSS FIELD
 DL1140'FROM A OFF RAMP AT LEVEE, AND 4 FEET NORTHWEST OF A FENCE
 DL1140'CORNER AT TOE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1114 ***********************************************************************
 DL1114  DESIGNATION -  J 259
 DL1114  PID         -  DL1114
 DL1114  STATE/COUNTY-  AR/MILLER
 DL1114  USGS QUAD   -  DODDRIDGE NW (1975)
 DL1114
 DL1114                         *CURRENT SURVEY CONTROL
 DL1114  ___________________________________________________________________
 DL1114* NAD 83(1986)-  33 07 57.     (N)    093 53 45.     (W)     SCALED    
 DL1114* NAVD 88     -        73.506  (meters)     241.16   (feet)  ADJUSTED  
 DL1114  ___________________________________________________________________
 DL1114  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL1114  DYNAMIC HT  -          73.426 (meters)     240.90  (feet)  COMP
 DL1114  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 DL1114
 DL1114  VERT ORDER  -  FIRST     CLASS I
 DL1114
 DL1114.The horizontal coordinates were scaled from a topographic map and have
 DL1114.an estimated accuracy of +/- 6 seconds.
 DL1114
 DL1114.The orthometric height was determined by differential leveling
 DL1114.and adjusted by the National Geodetic Survey in June 1991..
 DL1114
 DL1114.The geoid height was determined by GEOID03.
 DL1114
 DL1114.The dynamic height is computed by dividing the NAVD 88
 DL1114.geopotential number by the normal gravity value computed on the
 DL1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1114.degrees latitude (g = 980.6199 gals.).
 DL1114
 DL1114.The modeled gravity was interpolated from observed gravity values.
 DL1114
 DL1114;                    North         East    Units  Estimated Accuracy
 DL1114;SPC AR S     -   453,310.      223,100.      MT  (+/- 180 meters Scaled)
 DL1114
 DL1114                          SUPERSEDED SURVEY CONTROL
 DL1114
 DL1114  NGVD 29 (??/??/??)   73.538  (m)          241.27   (f) ADJUSTED    1 1
 DL1114
 DL1114.Superseded values are not recommended for survey control.
 DL1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1114.See file dsdata.txt to determine how the superseded data were derived.
 DL1114
 DL1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS164663(NAD 83)
 DL1114_MARKER: DB = BENCH MARK DISK
 DL1114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1114_SP_SET: COPPER-CLAD STEEL ROD
 DL1114_STAMPING: J 259 1977
 DL1114_PROJECTION: PROJECTING 15 CENTIMETERS
 DL1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1114_ROD/PIPE-DEPTH: 5.49 meters
 DL1114
 DL1114  HISTORY     - Date     Condition        Report By
 DL1114  HISTORY     - 1977     MONUMENTED       NGS
 DL1114
 DL1114                          STATION DESCRIPTION
 DL1114
 DL1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1114'2.8 MI NORTH FROM DODDRIDGE.
 DL1114'2.8 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1114'STATE HIGHWAY 160 AT DODDRIDGE, SET BETWEEN 2 WRITE AWAY MARKERS,
 DL1114'SET ABOUT 10 FEET APART, ABOUT 0.2 MILE NORTH OF A GRAVEL ROAD
 DL1114'LEADING WEST, 72 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DL1114'WHITE HOUSE, 46 FEET WEST OF THE CENTER OF HIGHWAY, 21 FEET
 DL1114'NORTHWEST OF A POWER POLE, AND 21 FEET NORTHEAST OF THE
 DL1114'NORTHEAST CORNER OF A METAL BARN. 0.2 MILE SOUTH OF THE SOUTH
 DL1114'END OF A CONCRETE BRIDGE.
 DL1114'3 FT BELOW ROAD.  6 FT WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0469 ***********************************************************************
 GF0469  DESIGNATION -  J 26
 GF0469  PID         -  GF0469
 GF0469  STATE/COUNTY-  AR/BENTON
 GF0469  USGS QUAD   -  GARFIELD (1976)
 GF0469
 GF0469                         *CURRENT SURVEY CONTROL
 GF0469  ___________________________________________________________________
 GF0469* NAD 83(1986)-  36 29 18.     (N)    093 55 59.     (W)     SCALED    
 GF0469* NAVD 88     -       474.689  (meters)    1557.38   (feet)  ADJUSTED  
 GF0469  ___________________________________________________________________
 GF0469  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GF0469  DYNAMIC HT  -         474.268 (meters)    1555.99  (feet)  COMP
 GF0469  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 GF0469
 GF0469  VERT ORDER  -  FIRST     CLASS II
 GF0469
 GF0469.The horizontal coordinates were scaled from a topographic map and have
 GF0469.an estimated accuracy of +/- 6 seconds.
 GF0469
 GF0469.The orthometric height was determined by differential leveling
 GF0469.and adjusted by the National Geodetic Survey in June 1991..
 GF0469
 GF0469.The geoid height was determined by GEOID03.
 GF0469
 GF0469.The dynamic height is computed by dividing the NAVD 88
 GF0469.geopotential number by the normal gravity value computed on the
 GF0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0469.degrees latitude (g = 980.6199 gals.).
 GF0469
 GF0469.The modeled gravity was interpolated from observed gravity values.
 GF0469
 GF0469;                    North         East    Units  Estimated Accuracy
 GF0469;SPC AR N     -   240,790.      226,790.      MT  (+/- 180 meters Scaled)
 GF0469
 GF0469                          SUPERSEDED SURVEY CONTROL
 GF0469
 GF0469  NGVD 29 (??/??/92)  474.525  (m)         1556.84   (f) ADJ UNCH    1 2
 GF0469
 GF0469.Superseded values are not recommended for survey control.
 GF0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0469.See file dsdata.txt to determine how the superseded data were derived.
 GF0469
 GF0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA164385(NAD 83)
 GF0469_MARKER: DB = BENCH MARK DISK
 GF0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0469_SP_SET: CONCRETE POST
 GF0469_STAMPING: J 26 1932 1556.837
 GF0469_MARK LOGO: CGS   
 GF0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0469+STABILITY: SURFACE MOTION
 GF0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0469+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003
 GF0469
 GF0469  HISTORY     - Date     Condition        Report By
 GF0469  HISTORY     - 1932     MONUMENTED       CGS
 GF0469  HISTORY     - 1961     GOOD             NGS
 GF0469  HISTORY     - 1987     GOOD             USPSQD
 GF0469  HISTORY     - 1987     GOOD             USPSQD
 GF0469  HISTORY     - 1988     GOOD             USPSQD
 GF0469  HISTORY     - 1989     GOOD             USPSQD
 GF0469  HISTORY     - 19891115 GOOD             NGS
 GF0469  HISTORY     - 20030109 GOOD             GEOCAC
 GF0469
 GF0469                          STATION DESCRIPTION
 GF0469
 GF0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GF0469'2.6 MI SE FROM SELIGMAN.
 GF0469'IN BENTON COUNTY, ARKANSAS, 2.6 MILES SOUTHEAST ALONG THE ST.
 GF0469'LOUIS-SAN FRANCISCO RAILWAY FROM SELIGMAN, BARRY COUNTY, MISSOURI,
 GF0469'12 POLES SOUTH OF MILEPOST 315, 330 YARDS SOUTH OF THE POINT
 GF0469'WHERE U.S. HIGHWAY 62 TURNS EAST TOWARD EUREKA SPRINGS, AND 42
 GF0469'FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED 1556.837 J 26
 GF0469'1932 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS ALSO
 GF0469'ABOUT 12-1/2 POLES SOUTH OF MILEPOST 315.
 GF0469
 GF0469                          STATION RECOVERY (1987)
 GF0469
 GF0469'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0469'RECOVERED IN GOOD CONDITION.
 GF0469
 GF0469                          STATION RECOVERY (1987)
 GF0469
 GF0469'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0469'RECOVERED IN GOOD CONDITION.
 GF0469
 GF0469                          STATION RECOVERY (1988)
 GF0469
 GF0469'RECOVERY NOTE BY US POWER SQUADRON 1988 (LCM)
 GF0469'RECOVERED IN GOOD CONDITION.
 GF0469
 GF0469                          STATION RECOVERY (1989)
 GF0469
 GF0469'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GF0469'RECOVERED IN GOOD CONDITION.
 GF0469
 GF0469                          STATION RECOVERY (1989)
 GF0469
 GF0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0469'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.25 KM
 GF0469'(0.15 MI) SOUTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 GF0469'JUNCTION OF U.S. HIGHWAY 62 IN GATEWAY, 14.3 M (46.9 FT) SOUTHEAST
 GF0469'OF THE NEAR RAIL, 6.8 M (22.3 FT) NORTHWEST OF THE CENTER OF A
 GF0469'GRAVELED ROAD, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST, 0.6 M (2.0 FT)
 GF0469'ABOVE THE LEVEL OF THE ROAD, AND IN A CONCRETE MONUMENT THAT PROJECTS
 GF0469'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 GF0469
 GF0469                          STATION RECOVERY (2003)
 GF0469
 GF0469'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GF0469' 
 GF0469' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1170 ***********************************************************************
 DL1170  DESIGNATION -  J 260
 DL1170  PID         -  DL1170
 DL1170  STATE/COUNTY-  AR/MILLER
 DL1170  USGS QUAD   -  FULTON (1975)
 DL1170
 DL1170                         *CURRENT SURVEY CONTROL
 DL1170  ___________________________________________________________________
 DL1170* NAD 83(1986)-  33 33 24.     (N)    093 49 25.     (W)     SCALED    
 DL1170* NAVD 88     -        76.698  (meters)     251.63   (feet)  ADJUSTED  
 DL1170  ___________________________________________________________________
 DL1170  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DL1170  DYNAMIC HT  -          76.618 (meters)     251.37  (feet)  COMP
 DL1170  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 DL1170
 DL1170  VERT ORDER  -  FIRST     CLASS I
 DL1170
 DL1170.The horizontal coordinates were scaled from a topographic map and have
 DL1170.an estimated accuracy of +/- 6 seconds.
 DL1170
 DL1170.The orthometric height was determined by differential leveling
 DL1170.and adjusted by the National Geodetic Survey in June 1991..
 DL1170
 DL1170.The geoid height was determined by GEOID03.
 DL1170
 DL1170.The dynamic height is computed by dividing the NAVD 88
 DL1170.geopotential number by the normal gravity value computed on the
 DL1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1170.degrees latitude (g = 980.6199 gals.).
 DL1170
 DL1170.The modeled gravity was interpolated from observed gravity values.
 DL1170
 DL1170;                    North         East    Units  Estimated Accuracy
 DL1170;SPC AR S     -   500,220.      230,670.      MT  (+/- 180 meters Scaled)
 DL1170
 DL1170                          SUPERSEDED SURVEY CONTROL
 DL1170
 DL1170  NGVD 29 (??/??/??)   76.712  (m)          251.68   (f) ADJUSTED    1 1
 DL1170
 DL1170.Superseded values are not recommended for survey control.
 DL1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1170.See file dsdata.txt to determine how the superseded data were derived.
 DL1170
 DL1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT235133(NAD 83)
 DL1170_MARKER: DB = BENCH MARK DISK
 DL1170_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1170+WITH SETTING: INTO GROUND
 DL1170_SP_SET: METAL ROD WITH BASE PLATE
 DL1170_STAMPING: J 260 1977
 DL1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1170+STABILITY: SURFACE MOTION
 DL1170
 DL1170  HISTORY     - Date     Condition        Report By
 DL1170  HISTORY     - 1977     MONUMENTED       NGS
 DL1170
 DL1170                          STATION DESCRIPTION
 DL1170
 DL1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1170'5.1 MI SE FROM FULTON.
 DL1170'1.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END OF
 DL1170'THE BRIDGE OVER THE RED RIVER TO THE LEVEE, THENCE 3.3 MILES SOUTH-
 DL1170'EAST ALONG THE LEVEE TO A CURVE, AT THE TOE OF THE LEVEE, AND 40
 DL1170'FEET WEST OF THE CENTER OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2017 ***********************************************************************
 AB2017  DESIGNATION -  J 261 RESET
 AB2017  PID         -  AB2017
 AB2017  STATE/COUNTY-  AR/MILLER
 AB2017  USGS QUAD   -  HOMAN (1975)
 AB2017
 AB2017                         *CURRENT SURVEY CONTROL
 AB2017  ___________________________________________________________________
 AB2017* NAD 83(1986)-  33 31 37.     (N)    093 59 15.     (W)     SCALED    
 AB2017* NAVD 88     -        81.96   (meters)     268.9    (feet)  RESET     
 AB2017  ___________________________________________________________________
 AB2017  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AB2017
 AB2017  VERT ORDER  -  THIRD
 AB2017
 AB2017.The horizontal coordinates were scaled from a topographic map and have
 AB2017.an estimated accuracy of +/- 6 seconds.
 AB2017
 AB2017.The orthometric height was computed from unverified reset data.
 AB2017
 AB2017.The geoid height was determined by GEOID03.
 AB2017
 AB2017;                    North         East    Units  Estimated Accuracy
 AB2017;SPC AR S     -   497,210.      215,390.      MT  (+/- 180 meters Scaled)
 AB2017
 AB2017                          SUPERSEDED SURVEY CONTROL
 AB2017
 AB2017.No superseded survey control is available for this station.
 AB2017
 AB2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT083101(NAD 83)
 AB2017_MARKER: DV = VERTICAL CONTROL DISK
 AB2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2017_STAMPING: J 261 RESET 1995
 AB2017_MARK LOGO: NGS   
 AB2017_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2017+STABILITY: SURFACE MOTION
 AB2017
 AB2017  HISTORY     - Date     Condition        Report By
 AB2017  HISTORY     - 1995     MONUMENTED       ARHD
 AB2017
 AB2017                          STATION DESCRIPTION
 AB2017
 AB2017'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1995 (FTK)
 AB2017'5.5 MILES (8.9 KM) NORTHWEST OF MANDEVILLE.  AT JUNCTION WITH HIGHWAY
 AB2017'71 AND 108 IN RED RIVER, GO EAST ON HIGHWAY 108 FOR 3.49 MILES (5.62
 AB2017'KM) TO DOUBLE 30 INCH CM PIPE CROSS DRAIN UNDER ROAD, GO 45 FEET (13.7
 AB2017'M) DOWN CENTERLINE OF ROAD, THEN 50 FEET (15.2 M) RIGHT TO RIGHT OF
 AB2017'WAY AND FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0093 ***********************************************************************
 GG0093  DESIGNATION -  J 27
 GG0093  PID         -  GG0093
 GG0093  STATE/COUNTY-  AR/WASHINGTON
 GG0093  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0093
 GG0093                         *CURRENT SURVEY CONTROL
 GG0093  ___________________________________________________________________
 GG0093* NAD 83(1986)-  36 02 37.     (N)    094 10 51.     (W)     SCALED    
 GG0093* NAVD 88     -       377.383  (meters)    1238.13   (feet)  ADJUSTED  
 GG0093  ___________________________________________________________________
 GG0093  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0093  DYNAMIC HT  -         377.043 (meters)    1237.02  (feet)  COMP
 GG0093  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GG0093
 GG0093  VERT ORDER  -  FIRST     CLASS II
 GG0093
 GG0093.The horizontal coordinates were scaled from a topographic map and have
 GG0093.an estimated accuracy of +/- 6 seconds.
 GG0093
 GG0093.The orthometric height was determined by differential leveling
 GG0093.and adjusted by the National Geodetic Survey in June 1991..
 GG0093
 GG0093.The geoid height was determined by GEOID03.
 GG0093
 GG0093.The dynamic height is computed by dividing the NAVD 88
 GG0093.geopotential number by the normal gravity value computed on the
 GG0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0093.degrees latitude (g = 980.6199 gals.).
 GG0093
 GG0093.The modeled gravity was interpolated from observed gravity values.
 GG0093
 GG0093;                    North         East    Units  Estimated Accuracy
 GG0093;SPC AR N     -   191,920.      203,500.      MT  (+/- 180 meters Scaled)
 GG0093
 GG0093                          SUPERSEDED SURVEY CONTROL
 GG0093
 GG0093  NGVD 29 (10/05/93)  377.217  (m)         1237.59   (f) ADJUSTED    1 2
 GG0093
 GG0093.Superseded values are not recommended for survey control.
 GG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0093.See file dsdata.txt to determine how the superseded data were derived.
 GG0093
 GG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV936894(NAD 83)
 GG0093_MARKER: DB = BENCH MARK DISK
 GG0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0093_SP_SET: CONCRETE POST
 GG0093_STAMPING: J 27 1932 1237.609
 GG0093_MARK LOGO: CGS   
 GG0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0093+STABILITY: SURFACE MOTION
 GG0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0093+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1989
 GG0093
 GG0093  HISTORY     - Date     Condition        Report By
 GG0093  HISTORY     - 1932     MONUMENTED       CGS
 GG0093  HISTORY     - 1960     MARK NOT FOUND   NGS
 GG0093  HISTORY     - 1969     GOOD             LOCENG
 GG0093  HISTORY     - 19891212 GOOD             NGS
 GG0093
 GG0093                          STATION DESCRIPTION
 GG0093
 GG0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0093'1.9 MI S FROM FAYETTEVILLE.
 GG0093'1.9 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0093'FAYETTEVILLE, WASHINGTON COUNTY, 500 FEET SOUTH OF THE SOUTH
 GG0093'END OF WOODEN TRESTLE 354.4, 210 FEET NORTH OF THE NORTH END
 GG0093'OF THE STATION AT FAYETTE JUNCTION, 52.5 FEET NORTH OF THE
 GG0093'NORTH END OF THE WATER TANK, AND 15.3 FEET WEST OF THE CENTERLINE
 GG0093'OF THE MAIN-LINE TRACK TO PETTIGREW.  A STANDARD DISK, STAMPED
 GG0093'1237.609 J 27 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GG0093
 GG0093                          STATION RECOVERY (1969)
 GG0093
 GG0093'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 GG0093'RECOVERED IN GOOD CONDITION.
 GG0093
 GG0093                          STATION RECOVERY (1989)
 GG0093
 GG0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0093'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 GG0093'FAYETTEVILLE, AT THE INTERSECTION OF CATO SPRINGS ROAD AND VALE
 GG0093'AVENUE, 340.0 M (1115.5 FT) NORTH OF THE CENTER OF THE ROAD, 22.5 M
 GG0093'(73.8 FT) EAST OF THE CENTER OF THE AVENUE, 16.1 M (52.8 FT)
 GG0093'SOUTHWEST OF THE SOUTHWEST CORNER OF A TIN BUILDING, 4.2 M (13.8 FT)
 GG0093'EAST OF THE NEAR RAIL OF THE ARKANSAS AND MISSOURI RAILROAD, LEVEL
 GG0093'WITH THE TRACK, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GG0093'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0052 ***********************************************************************
 FH0052  DESIGNATION -  J 28
 FH0052  PID         -  FH0052
 FH0052  STATE/COUNTY-  AR/CRAWFORD
 FH0052  USGS QUAD   -  RUDY (1983)
 FH0052
 FH0052                         *CURRENT SURVEY CONTROL
 FH0052  ___________________________________________________________________
 FH0052* NAD 83(1986)-  35 32 47.     (N)    094 15 12.     (W)     SCALED    
 FH0052* NAVD 88     -       164.895  (meters)     540.99   (feet)  ADJUSTED  
 FH0052  ___________________________________________________________________
 FH0052  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FH0052  DYNAMIC HT  -         164.742 (meters)     540.49  (feet)  COMP
 FH0052  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FH0052
 FH0052  VERT ORDER  -  FIRST     CLASS II
 FH0052
 FH0052.The horizontal coordinates were scaled from a topographic map and have
 FH0052.an estimated accuracy of +/- 6 seconds.
 FH0052
 FH0052.The orthometric height was determined by differential leveling
 FH0052.and adjusted by the National Geodetic Survey in June 1991..
 FH0052
 FH0052.The geoid height was determined by GEOID03.
 FH0052
 FH0052.The dynamic height is computed by dividing the NAVD 88
 FH0052.geopotential number by the normal gravity value computed on the
 FH0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0052.degrees latitude (g = 980.6199 gals.).
 FH0052
 FH0052.The modeled gravity was interpolated from observed gravity values.
 FH0052
 FH0052;                    North         East    Units  Estimated Accuracy
 FH0052;SPC AR N     -   136,920.      195,710.      MT  (+/- 180 meters Scaled)
 FH0052
 FH0052                          SUPERSEDED SURVEY CONTROL
 FH0052
 FH0052  NGVD 29 (??/??/92)  164.792  (m)          540.66   (f) ADJ UNCH    1 2
 FH0052
 FH0052.Superseded values are not recommended for survey control.
 FH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0052.See file dsdata.txt to determine how the superseded data were derived.
 FH0052
 FH0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV863343(NAD 83)
 FH0052_MARKER: DB = BENCH MARK DISK
 FH0052_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0052_SP_SET: PIER
 FH0052_STAMPING: J 28 1932 540.655
 FH0052_MARK LOGO: CGS   
 FH0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0052+STABILITY: POSITION/ELEVATION WELL
 FH0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0052+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1989
 FH0052
 FH0052  HISTORY     - Date     Condition        Report By
 FH0052  HISTORY     - 1932     MONUMENTED       CGS
 FH0052  HISTORY     - 1959     GOOD             NGS
 FH0052  HISTORY     - 19891106 GOOD             NGS
 FH0052
 FH0052                          STATION DESCRIPTION
 FH0052
 FH0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0052'2 MI NE FROM RUDY.
 FH0052'2.0 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0052'FROM RUDY, CRAWFORD COUNTY, AT MILEAGE 399.1, AT AN IRON BRIDGE,
 FH0052'AND IN THE TOP OF THE EAST SIDE OF THE NORTH PIER.  A STANDARD
 FH0052'DISK, STAMPED 540.655 J 28 1932.  NOTE-- ON THE EAST SIDE OF
 FH0052'THE NORTH PIER OF THE SECTION OF THE BRIDGE WITH BANISTERS.
 FH0052
 FH0052                          STATION RECOVERY (1989)
 FH0052
 FH0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0052'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM
 FH0052'(2.00 MI) NORTHEASTERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM
 FH0052'THE JUNCTION OF STATE HIGHWAY 282 IN RUDY, IN THE SOUTH END OF THE
 FH0052'SECOND PIER EAST OF THE WEST ABUTMENT OF A RAILROAD BRIDGE, 1.2 M
 FH0052'(3.9 FT) SOUTH OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 FH0052'THE TRACK, AND 0.3 M (1.0 FT) EAST OF THE EAST END OF THE SOUTH
 FH0052'BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1613 ***********************************************************************
 EJ1613  DESIGNATION -  J 287
 EJ1613  PID         -  EJ1613
 EJ1613  STATE/COUNTY-  AR/PULASKI
 EJ1613  USGS QUAD   -  SWEET HOME (1986)
 EJ1613
 EJ1613                         *CURRENT SURVEY CONTROL
 EJ1613  ___________________________________________________________________
 EJ1613* NAD 83(1986)-  34 39 43.     (N)    092 13 58.     (W)     SCALED    
 EJ1613* NAVD 88     -        79.861  (meters)     262.01   (feet)  ADJUSTED  
 EJ1613  ___________________________________________________________________
 EJ1613  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ1613  DYNAMIC HT  -          79.785 (meters)     261.76  (feet)  COMP
 EJ1613  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 EJ1613
 EJ1613  VERT ORDER  -  FIRST     CLASS II
 EJ1613
 EJ1613.The horizontal coordinates were scaled from a topographic map and have
 EJ1613.an estimated accuracy of +/- 6 seconds.
 EJ1613
 EJ1613.The orthometric height was determined by differential leveling
 EJ1613.and adjusted by the National Geodetic Survey in June 1991..
 EJ1613
 EJ1613.The geoid height was determined by GEOID03.
 EJ1613
 EJ1613.The dynamic height is computed by dividing the NAVD 88
 EJ1613.geopotential number by the normal gravity value computed on the
 EJ1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1613.degrees latitude (g = 980.6199 gals.).
 EJ1613
 EJ1613.The modeled gravity was interpolated from observed gravity values.
 EJ1613
 EJ1613;                    North         East    Units  Estimated Accuracy
 EJ1613;SPC AR S     -   621,330.      378,660.      MT  (+/- 180 meters Scaled)
 EJ1613
 EJ1613                          SUPERSEDED SURVEY CONTROL
 EJ1613
 EJ1613.No superseded survey control is available for this station.
 EJ1613
 EJ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU702358(NAD 83)
 EJ1613_MARKER: I = METAL ROD
 EJ1613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1613_SP_SET: STAINLESS STEEL ROD
 EJ1613_STAMPING: J 287 1984
 EJ1613_MARK LOGO: NGS   
 EJ1613_PROJECTION: FLUSH
 EJ1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1613_ROD/PIPE-DEPTH: 20.7 meters
 EJ1613
 EJ1613  HISTORY     - Date     Condition        Report By
 EJ1613  HISTORY     - 1984     MONUMENTED       NGS
 EJ1613  HISTORY     - 1988     GOOD             USPSQD
 EJ1613  HISTORY     - 1988     GOOD             USPSQD
 EJ1613  HISTORY     - 1989     GOOD             USPSQD
 EJ1613  HISTORY     - 1989     GOOD             USPSQD
 EJ1613  HISTORY     - 1990     GOOD             USPSQD
 EJ1613  HISTORY     - 1990     GOOD             USPSQD
 EJ1613  HISTORY     - 19920902 GOOD             USPSQD
 EJ1613
 EJ1613                          STATION DESCRIPTION
 EJ1613
 EJ1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1613'3.3 KM (2.05 MI) SE FROM SWEET HOME.
 EJ1613'3.3 KM (2.05 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST
 EJ1613'OFFICE IN SWEET HOME TO THE MARK AT A PRIVATE DRIVEWAY LEADING WEST,
 EJ1613'16.00 METERS (52.5 FT) WEST OF THE CENTER LINE OF THE HIGHWAY,
 EJ1613'4.72 METERS (15.5 FT) SOUTH OF THE CENTER LINE OF THE DRIVEWAY,
 EJ1613'16.91 METERS (55.5 FT) NORTH-NORTHWEST OF THE SOUTH ONE OF THREE LARGE
 EJ1613'PINE TREES, 10.51 METERS (34.5 FT) SOUTHWEST OF THE NORTH ONE OF THREE
 EJ1613'LARGE PINE TREES, 7.46 METERS (24.5 FT) WEST OF THE CENTER ONE OF THE
 EJ1613'THREE TREES, AND 0.45 METERS (1.5 FT) SOUTH OF POWER LINE POLE NUMBER
 EJ1613'473 V.  NOTE, THE ROD WAS ANCHORED AT THIS DEPTH.
 EJ1613'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EJ1613'THE MARK IS 0.15 M BELOW HIGHWAY.
 EJ1613
 EJ1613                          STATION RECOVERY (1988)
 EJ1613
 EJ1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ1613'RECOVERED IN GOOD CONDITION.
 EJ1613
 EJ1613                          STATION RECOVERY (1988)
 EJ1613
 EJ1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1613'RECOVERED IN GOOD CONDITION.
 EJ1613
 EJ1613                          STATION RECOVERY (1989)
 EJ1613
 EJ1613'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1613'RECOVERED IN GOOD CONDITION.
 EJ1613
 EJ1613                          STATION RECOVERY (1989)
 EJ1613
 EJ1613'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1613'RECOVERED IN GOOD CONDITION.
 EJ1613
 EJ1613                          STATION RECOVERY (1990)
 EJ1613
 EJ1613'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1613'RECOVERED IN GOOD CONDITION.
 EJ1613
 EJ1613                          STATION RECOVERY (1990)
 EJ1613
 EJ1613'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1613'RECOVERED IN GOOD CONDITION.
 EJ1613
 EJ1613                          STATION RECOVERY (1992)
 EJ1613
 EJ1613'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1645 ***********************************************************************
 EJ1645  DESIGNATION -  J 288
 EJ1645  PID         -  EJ1645
 EJ1645  STATE/COUNTY-  AR/JEFFERSON
 EJ1645  USGS QUAD   -  WHITE HALL (1984)
 EJ1645
 EJ1645                         *CURRENT SURVEY CONTROL
 EJ1645  ___________________________________________________________________
 EJ1645* NAD 83(1986)-  34 18 16.     (N)    092 06 20.     (W)     SCALED    
 EJ1645* NAVD 88     -        74.247  (meters)     243.59   (feet)  ADJUSTED  
 EJ1645  ___________________________________________________________________
 EJ1645  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ1645  DYNAMIC HT  -          74.175 (meters)     243.36  (feet)  COMP
 EJ1645  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 EJ1645
 EJ1645  VERT ORDER  -  FIRST     CLASS II
 EJ1645
 EJ1645.The horizontal coordinates were scaled from a topographic map and have
 EJ1645.an estimated accuracy of +/- 6 seconds.
 EJ1645
 EJ1645.The orthometric height was determined by differential leveling
 EJ1645.and adjusted by the National Geodetic Survey in June 1991..
 EJ1645
 EJ1645.The geoid height was determined by GEOID03.
 EJ1645
 EJ1645.The dynamic height is computed by dividing the NAVD 88
 EJ1645.geopotential number by the normal gravity value computed on the
 EJ1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1645.degrees latitude (g = 980.6199 gals.).
 EJ1645
 EJ1645.The modeled gravity was interpolated from observed gravity values.
 EJ1645
 EJ1645;                    North         East    Units  Estimated Accuracy
 EJ1645;SPC AR S     -   581,660.      390,280.      MT  (+/- 180 meters Scaled)
 EJ1645
 EJ1645                          SUPERSEDED SURVEY CONTROL
 EJ1645
 EJ1645.No superseded survey control is available for this station.
 EJ1645
 EJ1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT823962(NAD 83)
 EJ1645_MARKER: I = METAL ROD
 EJ1645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1645_SP_SET: STAINLESS STEEL ROD
 EJ1645_STAMPING: J 288 1984
 EJ1645_MARK LOGO: NGS   
 EJ1645_PROJECTION: FLUSH
 EJ1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1645_ROD/PIPE-DEPTH: 14.6 meters
 EJ1645
 EJ1645  HISTORY     - Date     Condition        Report By
 EJ1645  HISTORY     - 1984     MONUMENTED       NGS
 EJ1645  HISTORY     - 1988     GOOD             USPSQD
 EJ1645  HISTORY     - 1989     GOOD             USPSQD
 EJ1645  HISTORY     - 1990     GOOD             USPSQD
 EJ1645
 EJ1645                          STATION DESCRIPTION
 EJ1645
 EJ1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1645'9.8 KM (6.1 MI) SE FROM PINE BLUFF.
 EJ1645'9.8 KM (6.1 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST OFFICE
 EJ1645'IN JEFFERSON, AT A PRIVATE ENTRANCE (DOUBLE IRON GATE) AND THE MARK
 EJ1645'SET EAST OF A BRICK WALL ON THE SOUTHSIDE OF THE GATE, 0.1 KM
 EJ1645'(0.05 MI) NORTH OF SCOGGINC ROAD LEADING WEST, 12.00 METERS (39.4 FT)
 EJ1645'WEST OF THE CENTER LINE OF THE HIGHWAY, 2.98 METERS (9.8 FT) SOUTH OF
 EJ1645'THE CENTER OF THE GATE, 2.13 METERS (7.0 FT) NORTH OF THE SOUTH END OF
 EJ1645'THE SOUTH BRICK WALL, 0.70 METERS (2.3 FT) SOUTH OF THE SOUTH IRON
 EJ1645'PIPE GATE POST, AND 0.42 METERS (1.4 FT) EAST OF THE EAST FACE OF THE
 EJ1645'BRICKWALL.
 EJ1645'THE MARK IS 0.3 M BELOW HIGHWAY.
 EJ1645
 EJ1645                          STATION RECOVERY (1988)
 EJ1645
 EJ1645'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1645'RECOVERED IN GOOD CONDITION.
 EJ1645
 EJ1645                          STATION RECOVERY (1989)
 EJ1645
 EJ1645'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1645'RECOVERED IN GOOD CONDITION.
 EJ1645
 EJ1645                          STATION RECOVERY (1990)
 EJ1645
 EJ1645'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2580 ***********************************************************************
 EH2580  DESIGNATION -  J 289
 EH2580  PID         -  EH2580
 EH2580  STATE/COUNTY-  AR/JEFFERSON
 EH2580  USGS QUAD   -  LADD (1975)
 EH2580
 EH2580                         *CURRENT SURVEY CONTROL
 EH2580  ___________________________________________________________________
 EH2580* NAD 83(1986)-  34 11 39.     (N)    091 54 56.     (W)     SCALED    
 EH2580* NAVD 88     -        60.874  (meters)     199.72   (feet)  ADJUSTED  
 EH2580  ___________________________________________________________________
 EH2580  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH2580  DYNAMIC HT  -          60.815 (meters)     199.52  (feet)  COMP
 EH2580  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 EH2580
 EH2580  VERT ORDER  -  FIRST     CLASS II
 EH2580
 EH2580.The horizontal coordinates were scaled from a topographic map and have
 EH2580.an estimated accuracy of +/- 6 seconds.
 EH2580
 EH2580.The orthometric height was determined by differential leveling
 EH2580.and adjusted by the National Geodetic Survey in June 1991..
 EH2580
 EH2580.The geoid height was determined by GEOID03.
 EH2580
 EH2580.The dynamic height is computed by dividing the NAVD 88
 EH2580.geopotential number by the normal gravity value computed on the
 EH2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2580.degrees latitude (g = 980.6199 gals.).
 EH2580
 EH2580.The modeled gravity was interpolated from observed gravity values.
 EH2580
 EH2580;                    North         East    Units  Estimated Accuracy
 EH2580;SPC AR S     -   569,420.      407,780.      MT  (+/- 180 meters Scaled)
 EH2580
 EH2580                          SUPERSEDED SURVEY CONTROL
 EH2580
 EH2580.No superseded survey control is available for this station.
 EH2580
 EH2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT999842(NAD 83)
 EH2580_MARKER: I = METAL ROD
 EH2580_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH2580_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH2580_STAMPING: J 289 1984
 EH2580_MARK LOGO: NGS   
 EH2580_PROJECTION: FLUSH
 EH2580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH2580+STABILITY: POSITION/ELEVATION WELL
 EH2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2580+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 EH2580_ROD/PIPE-DEPTH: 36.6 meters
 EH2580_SLEEVE-DEPTH  : 6.1 meters
 EH2580
 EH2580  HISTORY     - Date     Condition        Report By
 EH2580  HISTORY     - 1984     MONUMENTED       NGS
 EH2580  HISTORY     - 1988     GOOD             USPSQD
 EH2580  HISTORY     - 1989     GOOD             USPSQD
 EH2580  HISTORY     - 1989     GOOD             USPSQD
 EH2580  HISTORY     - 1990     GOOD             USPSQD
 EH2580  HISTORY     - 20030107 GOOD             ARHD
 EH2580
 EH2580                          STATION DESCRIPTION
 EH2580
 EH2580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2580'10.9 KM (6.8 MI) SE FROM PINE BLUFF.
 EH2580'0.2 KM (0.1 MI) SOUTH ALONG ALABAMA STREET FROM THE UNION STATION
 EH2580'RESTAURANT (OLD UNION STATION) IN PINE BLUFF, THENCE 1.1 KM (0.7 MI)
 EH2580'EAST ALONG SIXTH STREET, THENCE 1.2 KM (0.75 MI) SOUTH ALONG OHIO
 EH2580'STREET, THENCE 8.5 KM (5.25 MI) SOUTHEAST ALONG EAST HARDING STREET
 EH2580'(U.S. HIGHWAY 65 BUSINESS), LOCATED NEAR THE NORTHEAST CORNER OF THE
 EH2580'MAIN BUILDING OF THE DISTRICT TWO ARKANSAS STATE HIGHWAY DEPARTMENT,
 EH2580'37.9 METERS (124.3 FT) WEST OF THE APPROXIMATE CENTER OF THE
 EH2580'EASTERNMOST ONE OF TWO ASPHALT ENTRANCE ROADS, 24.9 METERS (81.8 FT)
 EH2580'EAST OF THE CENTER OF THE NORTH ENTRANCE DOORS OF THE MAIN OFFICE
 EH2580'BUILDING, 18.7 METERS (61.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 EH2580'THE OFFICE BUILDING, 25.6 METERS (84.1 FT) NORTH OF THE NORTH FACE OF
 EH2580'A TEN-FOOT HIGH BRICK WALL, 2.5 METERS (8.3 FT) NORTH-NORTHEAST OF A
 EH2580'METAL FLAGPOLE, 0.97 METERS (3.2 FT) SOUTH OF THE SOUTH CURB OF AN
 EH2580'EAST-WEST ASPHALT DRIVE, AND 0.94 METERS (3.1 FT) NORTH-NORTHEAST OF A
 EH2580'CONCRETE FLAGPOLE FOUNDATION.
 EH2580'THE MARK IS 0.31 M ABOVE EAST-WEST ASPHALT DRIVE.
 EH2580
 EH2580                          STATION RECOVERY (1988)
 EH2580
 EH2580'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2580'RECOVERED IN GOOD CONDITION.
 EH2580
 EH2580                          STATION RECOVERY (1989)
 EH2580
 EH2580'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2580'RECOVERED IN GOOD CONDITION.
 EH2580
 EH2580                          STATION RECOVERY (1989)
 EH2580
 EH2580'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EH2580'RECOVERED IN GOOD CONDITION.
 EH2580
 EH2580                          STATION RECOVERY (1990)
 EH2580
 EH2580'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2580'RECOVERED IN GOOD CONDITION.
 EH2580
 EH2580                          STATION RECOVERY (2003)
 EH2580
 EH2580'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EH2580'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1187 ***********************************************************************
 FG1187  DESIGNATION -  J 29
 FG1187  PID         -  FG1187
 FG1187  STATE/COUNTY-  AR/FRANKLIN
 FG1187  USGS QUAD   -  CECIL (1993)
 FG1187
 FG1187                         *CURRENT SURVEY CONTROL
 FG1187  ___________________________________________________________________
 FG1187* NAD 83(1986)-  35 28 38.     (N)    093 58 26.     (W)     SCALED    
 FG1187* NAVD 88     -       119.269  (meters)     391.30   (feet)  ADJUSTED  
 FG1187  ___________________________________________________________________
 FG1187  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1187  DYNAMIC HT  -         119.160 (meters)     390.94  (feet)  COMP
 FG1187  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 FG1187
 FG1187  VERT ORDER  -  FIRST     CLASS II
 FG1187
 FG1187.The horizontal coordinates were scaled from a topographic map and have
 FG1187.an estimated accuracy of +/- 6 seconds.
 FG1187
 FG1187.The orthometric height was determined by differential leveling
 FG1187.and adjusted by the National Geodetic Survey in June 1991..
 FG1187
 FG1187.The geoid height was determined by GEOID03.
 FG1187
 FG1187.The dynamic height is computed by dividing the NAVD 88
 FG1187.geopotential number by the normal gravity value computed on the
 FG1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1187.degrees latitude (g = 980.6199 gals.).
 FG1187
 FG1187.The modeled gravity was interpolated from observed gravity values.
 FG1187
 FG1187;                    North         East    Units  Estimated Accuracy
 FG1187;SPC AR N     -   128,700.      220,880.      MT  (+/- 180 meters Scaled)
 FG1187
 FG1187                          SUPERSEDED SURVEY CONTROL
 FG1187
 FG1187  NGVD 29 (??/??/92)  119.212  (m)          391.11   (f) ADJ UNCH    1 2
 FG1187
 FG1187.Superseded values are not recommended for survey control.
 FG1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1187.See file dsdata.txt to determine how the superseded data were derived.
 FG1187
 FG1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV116264(NAD 83)
 FG1187_MARKER: DB = BENCH MARK DISK
 FG1187_SETTING: 66 = SET IN ROCK OUTCROP
 FG1187_SP_SET: ROCK
 FG1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1187+STABILITY: POSITION/ELEVATION WELL
 FG1187
 FG1187  HISTORY     - Date     Condition        Report By
 FG1187  HISTORY     - UNK      MONUMENTED       CGS
 FG1187  HISTORY     - 1932     GOOD             NGS
 FG1187  HISTORY     - 1965     MARK NOT FOUND   USGS
 FG1187
 FG1187                          STATION DESCRIPTION
 FG1187
 FG1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1187'IN WHITE OAK.
 FG1187'ON THE M.P. R.R., 25 RAIL LENGTHS E. OF THE DEPOT AT WHITE OAK, AT THE
 FG1187'END OF A CUT, 5 FEET S. OF THE R.R., IN A LEDGE OF THE ROCK PAINTED
 FG1187'U.S.B.M.  NOTE-- MARK IS ABOUT 29 1/2 POLES WEST OF MILEPOST 474. THE
 FG1187'TOWN OF WHITE OAK HAS BEEN ABANDONED.  RAILROAD STATION IS GONE. ABOUT
 FG1187'25 RAILS EAST OF MILEPOST 475.
 FG1187
 FG1187                          STATION RECOVERY (1965)
 FG1187
 FG1187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FG1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1666 ***********************************************************************
 EJ1666  DESIGNATION -  J 290
 EJ1666  PID         -  EJ1666
 EJ1666  STATE/COUNTY-  AR/PULASKI
 EJ1666  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1666
 EJ1666                         *CURRENT SURVEY CONTROL
 EJ1666  ___________________________________________________________________
 EJ1666* NAD 83(1997)-  34 48 57.44113(N)    092 18 47.89516(W)     ADJUSTED  
 EJ1666* NAVD 88     -        81.494  (meters)     267.37   (feet)  ADJUSTED  
 EJ1666  ___________________________________________________________________
 EJ1666  X           -    -211,593.367 (meters)                     COMP
 EJ1666  Y           -  -5,237,883.787 (meters)                     COMP
 EJ1666  Z           -   3,621,154.153 (meters)                     COMP
 EJ1666  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 EJ1666  ELLIP HEIGHT-          54.62  (meters)          (12/29/05) GPS OBS
 EJ1666  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EJ1666  DYNAMIC HT  -          81.419 (meters)     267.12  (feet)  COMP
 EJ1666  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 EJ1666
 EJ1666  HORZ ORDER  -  FIRST
 EJ1666  VERT ORDER  -  FIRST     CLASS II
 EJ1666  ELLP ORDER  -  FOURTH    CLASS II
 EJ1666
 EJ1666.The horizontal coordinates were established by GPS observations
 EJ1666.and adjusted by the WOOLPERT CONSULTANTS in December 2005..
 EJ1666
 EJ1666.The orthometric height was determined by differential leveling
 EJ1666.and adjusted by the National Geodetic Survey in June 1991..
 EJ1666
 EJ1666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1666
 EJ1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1666
 EJ1666.The ellipsoidal height was determined by GPS observations
 EJ1666.and is referenced to NAD 83.
 EJ1666
 EJ1666.The geoid height was determined by GEOID03.
 EJ1666
 EJ1666.The dynamic height is computed by dividing the NAVD 88
 EJ1666.geopotential number by the normal gravity value computed on the
 EJ1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1666.degrees latitude (g = 980.6199 gals.).
 EJ1666
 EJ1666.The modeled gravity was interpolated from observed gravity values.
 EJ1666
 EJ1666;                    North         East     Units Scale Factor Converg.
 EJ1666;SPC AR S     -   638,435.766   371,334.860   MT  1.00001136   -0 10 31.3
 EJ1666;SPC AR S     - 2,094,601.34  1,218,287.79   sFT  1.00001136   -0 10 31.3
 EJ1666;UTM  15      - 3,852,848.459   562,802.635   MT  0.99964861   +0 23 31.5
 EJ1666
 EJ1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1666!SPC AR S     -   0.99999143  x   1.00001136  =   1.00000279
 EJ1666!UTM  15      -   0.99999143  x   0.99964861  =   0.99964004
 EJ1666
 EJ1666                          SUPERSEDED SURVEY CONTROL
 EJ1666
 EJ1666  NAVD 88 (12/29/05)   81.49   (m)          267.4    (f) LEVELING    3  
 EJ1666  NGVD 29 (06/07/95)   81.558  (m)          267.58   (f) ADJUSTED    1 2
 EJ1666
 EJ1666.Superseded values are not recommended for survey control.
 EJ1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1666.See file dsdata.txt to determine how the superseded data were derived.
 EJ1666
 EJ1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6280352848(NAD 83)
 EJ1666_MARKER: I = METAL ROD
 EJ1666_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1666+WITH SETTING: INFORMATION.
 EJ1666_SP_SET: SHALLOW SET METAL ROD
 EJ1666_STAMPING: J 290 1984
 EJ1666_MARK LOGO: NGS   
 EJ1666_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1666_MAGNETIC: I = MARKER IS A STEEL ROD
 EJ1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1666+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 EJ1666_ROD/PIPE-DEPTH: 2.36 meters
 EJ1666
 EJ1666  HISTORY     - Date     Condition        Report By
 EJ1666  HISTORY     - 1984     MONUMENTED       NGS
 EJ1666  HISTORY     - 1987     GOOD             USPSQD
 EJ1666  HISTORY     - 1988     GOOD             USPSQD
 EJ1666  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ1666  HISTORY     - 1989     GOOD             USPSQD
 EJ1666  HISTORY     - 1989     GOOD             USPSQD
 EJ1666  HISTORY     - 1990     GOOD             USPSQD
 EJ1666  HISTORY     - 19930226 GOOD             ARHD
 EJ1666  HISTORY     - 20051022 GOOD             WOOLPT
 EJ1666
 EJ1666                          STATION DESCRIPTION
 EJ1666
 EJ1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1666'5.1 KM (3.2 MI) NW FROM NORTH LITTLE ROCK.
 EJ1666'5.1 KM (3.2 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE INTERSTATE
 EJ1666'40 OVERPASS IN NORTH LITTLE ROCK TO THE MARK ON THE RIGHT,
 EJ1666'10.24 METERS (33.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EJ1666'22.34 METERS (73.3 FT) WEST-NORTHWEST OF THE WEST CORNER OF A CINDER
 EJ1666'BLOCK BUILDING, 1.58 METERS (5.2 FT) EAST-SOUTHEAST OF A POWERLINE
 EJ1666'POLE, AND 55.02 METERS (180.5 FT) SOUTHEAST OF THE APPROXIMATE CENTER
 EJ1666'OF WEST MEADOW.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EJ1666'THE MARK IS 1.58 METERS  ESE FROM A WITNESS POST.
 EJ1666'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1666
 EJ1666                          STATION RECOVERY (1987)
 EJ1666
 EJ1666'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ1666'RECOVERED IN GOOD CONDITION.
 EJ1666
 EJ1666                          STATION RECOVERY (1988)
 EJ1666
 EJ1666'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1666'RECOVERED IN GOOD CONDITION.
 EJ1666
 EJ1666                          STATION RECOVERY (1988)
 EJ1666
 EJ1666'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 EJ1666'MARK NOT FOUND.
 EJ1666
 EJ1666                          STATION RECOVERY (1989)
 EJ1666
 EJ1666'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ1666'RECOVERED IN GOOD CONDITION.
 EJ1666
 EJ1666                          STATION RECOVERY (1989)
 EJ1666
 EJ1666'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1666'RECOVERED IN GOOD CONDITION.
 EJ1666
 EJ1666                          STATION RECOVERY (1990)
 EJ1666
 EJ1666'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ1666'RECOVERED IN GOOD CONDITION.
 EJ1666
 EJ1666                          STATION RECOVERY (1993)
 EJ1666
 EJ1666'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1993 (DFC)
 EJ1666'RECOVERED IN GOOD CONDITION.
 EJ1666
 EJ1666                          STATION RECOVERY (2005)
 EJ1666
 EJ1666'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (KCH)
 EJ1666'RECOVERY NOTE BY WOOLPERT, INC.  2005 (DJK)  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1546 ***********************************************************************
 FG1546  DESIGNATION -  J 291
 FG1546  PID         -  FG1546
 FG1546  STATE/COUNTY-  AR/CONWAY
 FG1546  USGS QUAD   -  GLEASON (1991)
 FG1546
 FG1546                         *CURRENT SURVEY CONTROL
 FG1546  ___________________________________________________________________
 FG1546* NAD 83(1986)-  35 06 53.     (N)    092 31 30.     (W)     SCALED    
 FG1546* NAVD 88     -        87.811  (meters)     288.09   (feet)  ADJUSTED  
 FG1546  ___________________________________________________________________
 FG1546  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG1546  DYNAMIC HT  -          87.729 (meters)     287.82  (feet)  COMP
 FG1546  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FG1546
 FG1546  VERT ORDER  -  FIRST     CLASS II
 FG1546
 FG1546.The horizontal coordinates were scaled from a topographic map and have
 FG1546.an estimated accuracy of +/- 6 seconds.
 FG1546
 FG1546.The orthometric height was determined by differential leveling
 FG1546.and adjusted by the National Geodetic Survey in June 1991..
 FG1546
 FG1546.The geoid height was determined by GEOID03.
 FG1546
 FG1546.The dynamic height is computed by dividing the NAVD 88
 FG1546.geopotential number by the normal gravity value computed on the
 FG1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1546.degrees latitude (g = 980.6199 gals.).
 FG1546
 FG1546.The modeled gravity was interpolated from observed gravity values.
 FG1546
 FG1546;                    North         East    Units  Estimated Accuracy
 FG1546;SPC AR N     -    86,820.      352,140.      MT  (+/- 180 meters Scaled)
 FG1546
 FG1546                          SUPERSEDED SURVEY CONTROL
 FG1546
 FG1546  NGVD 29 (06/07/95)   87.846  (m)          288.21   (f) ADJUSTED    1 2
 FG1546
 FG1546.Superseded values are not recommended for survey control.
 FG1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1546.See file dsdata.txt to determine how the superseded data were derived.
 FG1546
 FG1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU432858(NAD 83)
 FG1546_MARKER: DB = BENCH MARK DISK
 FG1546_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1546_SP_SET: ABUTMENT
 FG1546_STAMPING: J 291 1984
 FG1546_MARK LOGO: NGS   
 FG1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1546
 FG1546  HISTORY     - Date     Condition        Report By
 FG1546  HISTORY     - 1984     MONUMENTED       NGS
 FG1546  HISTORY     - 1989     GOOD             USPSQD
 FG1546  HISTORY     - 1989     GOOD             USPSQD
 FG1546  HISTORY     - 19970319 GOOD             USPSQD
 FG1546
 FG1546                          STATION DESCRIPTION
 FG1546
 FG1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1546'5.1 KM (3.15 MI) SE FROM MENIFEE.
 FG1546'5.1 KM (3.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FG1546'IN MENIFEE TO CADRON CREEK AND THE MARK ON THE RIGHT SET IN THE
 FG1546'NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE RAILROAD BRIDGE OVER
 FG1546'CADRON CREEK, ABOUT 138 YARDS SOUTHEAST OF RAILROAD MILEPOST NUMBER
 FG1546'379, AND 1.31 METERS (4.3 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 FG1546'TRACKS.
 FG1546'THE MARK IS 0.15 M BELOW TRACKS.
 FG1546
 FG1546                          STATION RECOVERY (1989)
 FG1546
 FG1546'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1546'RECOVERED IN GOOD CONDITION.
 FG1546
 FG1546                          STATION RECOVERY (1989)
 FG1546
 FG1546'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1546'RECOVERED IN GOOD CONDITION.
 FG1546
 FG1546                          STATION RECOVERY (1997)
 FG1546
 FG1546'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1732 ***********************************************************************
 DK1732  DESIGNATION -  J 292
 DK1732  PID         -  DK1732
 DK1732  STATE/COUNTY-  AR/DESHA
 DK1732  USGS QUAD   -  GOULD (1964)
 DK1732
 DK1732                         *CURRENT SURVEY CONTROL
 DK1732  ___________________________________________________________________
 DK1732* NAD 83(1986)-  33 55 50.     (N)    091 31 04.     (W)     SCALED    
 DK1732* NAVD 88     -        49.120  (meters)     161.15   (feet)  ADJUSTED  
 DK1732  ___________________________________________________________________
 DK1732  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK1732  DYNAMIC HT  -          49.071 (meters)     160.99  (feet)  COMP
 DK1732  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 DK1732
 DK1732  VERT ORDER  -  FIRST     CLASS II
 DK1732
 DK1732.The horizontal coordinates were scaled from a topographic map and have
 DK1732.an estimated accuracy of +/- 6 seconds.
 DK1732
 DK1732.The orthometric height was determined by differential leveling
 DK1732.and adjusted by the National Geodetic Survey in June 1991..
 DK1732
 DK1732.The geoid height was determined by GEOID03.
 DK1732
 DK1732.The dynamic height is computed by dividing the NAVD 88
 DK1732.geopotential number by the normal gravity value computed on the
 DK1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1732.degrees latitude (g = 980.6199 gals.).
 DK1732
 DK1732.The modeled gravity was interpolated from observed gravity values.
 DK1732
 DK1732;                    North         East    Units  Estimated Accuracy
 DK1732;SPC AR S     -   540,290.      444,580.      MT  (+/- 180 meters Scaled)
 DK1732
 DK1732                          SUPERSEDED SURVEY CONTROL
 DK1732
 DK1732.No superseded survey control is available for this station.
 DK1732
 DK1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT369554(NAD 83)
 DK1732_MARKER: I = METAL ROD
 DK1732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK1732_SP_SET: STAINLESS STEEL ROD
 DK1732_STAMPING: J 292 1984
 DK1732_MARK LOGO: NGS   
 DK1732_PROJECTION: FLUSH
 DK1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1732_ROD/PIPE-DEPTH: 20.7 meters
 DK1732
 DK1732  HISTORY     - Date     Condition        Report By
 DK1732  HISTORY     - 1984     MONUMENTED       NGS
 DK1732  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DK1732  HISTORY     - 1989     GOOD             USPSQD
 DK1732  HISTORY     - 1990     GOOD             USPSQD
 DK1732
 DK1732                          STATION DESCRIPTION
 DK1732
 DK1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1732'6.6 KM (4.1 MI) NW FROM DUMAS.
 DK1732'0.3 KM (0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN
 DK1732'DUMAS, THENCE 6.3 KM (3.9 MI) NORTHWEST ALONG U.S. HIGHWAY 65, AT A
 DK1732'PAVED ROAD LEADING WEST TO THE STATE HIGHWAY PATROL OFFICE, SET AT THE
 DK1732'SOUTHEAST CORNER OF A TEN FOOT BY TEN FOOT BRICK WELL HOUSE ABOUT
 DK1732'60.96 METERS (200.0 FT) SOUTH OF THE PATROL OFFICE, 71.01 METERS
 DK1732'(233.0 FT) WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17.67
 DK1732'METERS (58.0 FT) WEST-SOUTHWEST OF THE WESTERN ONE OF TWO DRIVEWAYS
 DK1732'LEADING NORTH TO THE PATROL OFFICE, 7.62 METERS (25.0 FT)
 DK1732'N0RTH-NORTHWEST OF THE CENTER OF THE PAVED ROAD LEADING WEST,
 DK1732'43.73 METERS (143.5 FT) EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL OF
 DK1732'THE MISSOURI PACIFIC RAILROAD, 23.25 METERS (76.3 FT) SOUTH OF THE
 DK1732'CENTER OF A GAS PUMP, 3.62 METERS (11.9 FT) EAST-NORTHEAST OF THE
 DK1732'SOUTHWEST CORNER OF THE WELL HOUSE, AND 0.48 METERS (1.6 FT)
 DK1732'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE WELL HOUSE.  NOTE, ROD
 DK1732'ANCHORED AT THIS DEPTH.
 DK1732'THE MARK IS 0.4 METERS  SSE FROM A WITNESS POST.
 DK1732'THE MARK IS ABOVE LEVEL WITH PAVED ROAD WEST.
 DK1732
 DK1732                          STATION RECOVERY (1988)
 DK1732
 DK1732'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK)
 DK1732'MARK NOT FOUND.
 DK1732
 DK1732                          STATION RECOVERY (1989)
 DK1732
 DK1732'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1732'RECOVERED IN GOOD CONDITION.
 DK1732
 DK1732                          STATION RECOVERY (1990)
 DK1732
 DK1732'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1571 ***********************************************************************
 FG1571  DESIGNATION -  J 293
 FG1571  PID         -  FG1571
 FG1571  STATE/COUNTY-  AR/POPE
 FG1571  USGS QUAD   -  ATKINS (1989)
 FG1571
 FG1571                         *CURRENT SURVEY CONTROL
 FG1571  ___________________________________________________________________
 FG1571* NAD 83(1986)-  35 14 34.     (N)    092 56 08.     (W)     SCALED    
 FG1571* NAVD 88     -       108.565  (meters)     356.18   (feet)  ADJUSTED  
 FG1571  ___________________________________________________________________
 FG1571  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FG1571  DYNAMIC HT  -         108.463 (meters)     355.85  (feet)  COMP
 FG1571  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FG1571
 FG1571  VERT ORDER  -  FIRST     CLASS II
 FG1571
 FG1571.The horizontal coordinates were scaled from a topographic map and have
 FG1571.an estimated accuracy of +/- 6 seconds.
 FG1571
 FG1571.The orthometric height was determined by differential leveling
 FG1571.and adjusted by the National Geodetic Survey in June 1991..
 FG1571
 FG1571.The geoid height was determined by GEOID03.
 FG1571
 FG1571.The dynamic height is computed by dividing the NAVD 88
 FG1571.geopotential number by the normal gravity value computed on the
 FG1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1571.degrees latitude (g = 980.6199 gals.).
 FG1571
 FG1571.The modeled gravity was interpolated from observed gravity values.
 FG1571
 FG1571;                    North         East    Units  Estimated Accuracy
 FG1571;SPC AR N     -   101,300.      314,850.      MT  (+/- 180 meters Scaled)
 FG1571
 FG1571                          SUPERSEDED SURVEY CONTROL
 FG1571
 FG1571.No superseded survey control is available for this station.
 FG1571
 FG1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU058999(NAD 83)
 FG1571_MARKER: I = METAL ROD
 FG1571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1571_SP_SET: STAINLESS STEEL ROD
 FG1571_STAMPING: J 293 1984
 FG1571_MARK LOGO: NGS   
 FG1571_PROJECTION: RECESSED 8 CENTIMETERS
 FG1571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1571+STABILITY: POSITION/ELEVATION WELL
 FG1571_ROD/PIPE-DEPTH: 4.27 meters
 FG1571
 FG1571  HISTORY     - Date     Condition        Report By
 FG1571  HISTORY     - 1984     MONUMENTED       NGS
 FG1571  HISTORY     - 1987     GOOD             USPSQD
 FG1571  HISTORY     - 1989     GOOD             USPSQD
 FG1571  HISTORY     - 1989     GOOD             USPSQD
 FG1571
 FG1571                          STATION DESCRIPTION
 FG1571
 FG1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1571'IN ATKINS.
 FG1571'IN ATKINS, SET IN THE LAWN OF THE ATKINS CENTENNIAL LIBRARY AT THE
 FG1571'INTERSECTION OF AVENUE TWO AND FIRST STREET, 7.44 METERS (24.4 FT)
 FG1571'SOUTH OF THE APPROXIMATE CENTER OF FIRST STREET, 18.90 METERS
 FG1571'(62.0 FT) WEST OF THE APPROXIMATE CENTER OF AVENUE TWO, 9.48 METERS
 FG1571'(31.1 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE LIBRARY BUILDING,
 FG1571'4.63 METERS (15.2 FT) WEST-NORTHWEST OF THE MUZZLE OF A CANNON, AND
 FG1571'0.49 METERS (1.6 FT) SOUTH OF THE NORTH EDGE OF A TWO FOOT BRICK WALL.
 FG1571'NOTE, ROD IS DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FG1571'THE MARK IS ABOVE LEVEL WITH FIRST STREET.
 FG1571
 FG1571                          STATION RECOVERY (1987)
 FG1571
 FG1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1571'RECOVERED IN GOOD CONDITION.
 FG1571
 FG1571                          STATION RECOVERY (1989)
 FG1571
 FG1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1571'RECOVERED IN GOOD CONDITION.
 FG1571
 FG1571                          STATION RECOVERY (1989)
 FG1571
 FG1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1608 ***********************************************************************
 FG1608  DESIGNATION -  J 294
 FG1608  PID         -  FG1608
 FG1608  STATE/COUNTY-  AR/JOHNSON
 FG1608  USGS QUAD   -  KNOXVILLE (1993)
 FG1608
 FG1608                         *CURRENT SURVEY CONTROL
 FG1608  ___________________________________________________________________
 FG1608* NAD 83(1986)-  35 23 22.     (N)    093 22 17.     (W)     SCALED    
 FG1608* NAVD 88     -       132.467  (meters)     434.60   (feet)  ADJUSTED  
 FG1608  ___________________________________________________________________
 FG1608  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 FG1608  DYNAMIC HT  -         132.343 (meters)     434.20  (feet)  COMP
 FG1608  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 FG1608
 FG1608  VERT ORDER  -  FIRST     CLASS II
 FG1608
 FG1608.The horizontal coordinates were scaled from a topographic map and have
 FG1608.an estimated accuracy of +/- 6 seconds.
 FG1608
 FG1608.The orthometric height was determined by differential leveling
 FG1608.and adjusted by the National Geodetic Survey in June 1991..
 FG1608
 FG1608.The geoid height was determined by GEOID03.
 FG1608
 FG1608.The dynamic height is computed by dividing the NAVD 88
 FG1608.geopotential number by the normal gravity value computed on the
 FG1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1608.degrees latitude (g = 980.6199 gals.).
 FG1608
 FG1608.The modeled gravity was interpolated from observed gravity values.
 FG1608
 FG1608;                    North         East    Units  Estimated Accuracy
 FG1608;SPC AR N     -   118,030.      275,420.      MT  (+/- 180 meters Scaled)
 FG1608
 FG1608                          SUPERSEDED SURVEY CONTROL
 FG1608
 FG1608.No superseded survey control is available for this station.
 FG1608
 FG1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV662162(NAD 83)
 FG1608_MARKER: I = METAL ROD
 FG1608_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1608+WITH SETTING: INFORMATION.
 FG1608_SP_SET: SHALLOW SET METAL ROD
 FG1608_STAMPING: J 294 1984
 FG1608_MARK LOGO: NGS   
 FG1608_PROJECTION: RECESSED 3 CENTIMETERS
 FG1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1608_ROD/PIPE-DEPTH: 1.55 meters
 FG1608
 FG1608  HISTORY     - Date     Condition        Report By
 FG1608  HISTORY     - 1984     MONUMENTED       NGS
 FG1608  HISTORY     - 1987     GOOD             USPSQD
 FG1608  HISTORY     - 1987     GOOD             USPSQD
 FG1608  HISTORY     - 1988     GOOD             USPSQD
 FG1608  HISTORY     - 1989     GOOD             USPSQD
 FG1608  HISTORY     - 1990     GOOD             USPSQD
 FG1608
 FG1608                          STATION DESCRIPTION
 FG1608
 FG1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1608'1.1 KM (0.7 MI) WEST FROM KNOXVILLE.
 FG1608'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 315 FROM THE POST OFFICE IN
 FG1608'KNOXVILLE, THENCE 1.0 KM (0.65 MI) NORTHWEST ALONG U.S. HIGHWAY 64 AT
 FG1608'A GRAVELED PRIVATE DRIVEWAY LEADING SOUTHWEST TO MARTON RUSK HOUSE,
 FG1608'AND SET BY A POWERLINE POLE NUMBER 400 318 WITH A TRANSFORMER,
 FG1608'18.28 METERS (60.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 64,
 FG1608'9.29 METERS (30.5 FT) NORTHWEST OF THE CENTER OF THE GRAVEL DRIVEWAY
 FG1608'SOUTHWEST, 10.36 METERS (34.0 FT) SOUTH OF THE CENTER OF THE SOUTHWEST
 FG1608'END OF A CONCRETE CULVERT UNDER HIGHWAY 64, AND 0.73 METERS (2.4 FT)
 FG1608'SOUTHEAST OF POWERLINE POLE NUMBER 400 318.  NOTE, ROD DRIVEN TO
 FG1608'REFUSAL AND ANCHORED IN ROCK.
 FG1608'THE MARK IS 0.33 METERS  NW FROM A WITNESS POST.
 FG1608'THE MARK IS 0.76 M BELOW HIGHWAY 64.
 FG1608
 FG1608                          STATION RECOVERY (1987)
 FG1608
 FG1608'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1608'RECOVERED IN GOOD CONDITION.
 FG1608
 FG1608                          STATION RECOVERY (1987)
 FG1608
 FG1608'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1608'RECOVERED IN GOOD CONDITION.
 FG1608
 FG1608                          STATION RECOVERY (1988)
 FG1608
 FG1608'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1608'RECOVERED IN GOOD CONDITION.
 FG1608
 FG1608                          STATION RECOVERY (1989)
 FG1608
 FG1608'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1608'RECOVERED IN GOOD CONDITION.
 FG1608
 FG1608                          STATION RECOVERY (1990)
 FG1608
 FG1608'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0767 ***********************************************************************
 FH0767  DESIGNATION -  J 295
 FH0767  PID         -  FH0767
 FH0767  STATE/COUNTY-  AR/FRANKLIN
 FH0767  USGS QUAD   -  MULBERRY (1987)
 FH0767
 FH0767                         *CURRENT SURVEY CONTROL
 FH0767  ___________________________________________________________________
 FH0767* NAD 83(1986)-  35 26 37.     (N)    094 00 08.     (W)     SCALED    
 FH0767* NAVD 88     -       211.950  (meters)     695.37   (feet)  ADJUSTED  
 FH0767  ___________________________________________________________________
 FH0767  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 FH0767  DYNAMIC HT  -         211.752 (meters)     694.72  (feet)  COMP
 FH0767  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FH0767
 FH0767  VERT ORDER  -  FIRST     CLASS II
 FH0767
 FH0767.The horizontal coordinates were scaled from a topographic map and have
 FH0767.an estimated accuracy of +/- 6 seconds.
 FH0767
 FH0767.The orthometric height was determined by differential leveling
 FH0767.and adjusted by the National Geodetic Survey in June 1991..
 FH0767
 FH0767.The geoid height was determined by GEOID03.
 FH0767
 FH0767.The dynamic height is computed by dividing the NAVD 88
 FH0767.geopotential number by the normal gravity value computed on the
 FH0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0767.degrees latitude (g = 980.6199 gals.).
 FH0767
 FH0767.The modeled gravity was interpolated from observed gravity values.
 FH0767
 FH0767;                    North         East    Units  Estimated Accuracy
 FH0767;SPC AR N     -   125,020.      218,240.      MT  (+/- 180 meters Scaled)
 FH0767
 FH0767                          SUPERSEDED SURVEY CONTROL
 FH0767
 FH0767.No superseded survey control is available for this station.
 FH0767
 FH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV090227(NAD 83)
 FH0767_MARKER: DB = BENCH MARK DISK
 FH0767_SETTING: 66 = SET IN ROCK OUTCROP
 FH0767_SP_SET: ROCK OUTCROP
 FH0767_STAMPING: J 295 1984
 FH0767_MARK LOGO: NGS   
 FH0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0767+STABILITY: POSITION/ELEVATION WELL
 FH0767
 FH0767  HISTORY     - Date     Condition        Report By
 FH0767  HISTORY     - 1984     MONUMENTED       NGS
 FH0767  HISTORY     - 1988     GOOD             USPSQD
 FH0767  HISTORY     - 1989     GOOD             USPSQD
 FH0767  HISTORY     - 1990     GOOD             USPSQD
 FH0767
 FH0767                          STATION DESCRIPTION
 FH0767
 FH0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0767'6.5 KM (4.05 MI) WEST FROM CECIL.
 FH0767'6.52 KM (4.05 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0767'CECIL, TO THE MARK ON THE LEFT, A DISK SET IN AN OUTCROP OF BEDROCK,
 FH0767'10.24 METERS (33.6 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 96, AND
 FH0767'11.28 METERS (37.0 FT) WEST OF THE CENTER OF THE DIRT ROAD.
 FH0767'THE MARK IS 1.04 METERS  NW FROM A WITNESS POST.
 FH0767'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FH0767
 FH0767                          STATION RECOVERY (1988)
 FH0767
 FH0767'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0767'RECOVERED IN GOOD CONDITION.
 FH0767
 FH0767                          STATION RECOVERY (1989)
 FH0767
 FH0767'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0767'RECOVERED IN GOOD CONDITION.
 FH0767
 FH0767                          STATION RECOVERY (1990)
 FH0767
 FH0767'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1637 ***********************************************************************
 FG1637  DESIGNATION -  J 296
 FG1637  PID         -  FG1637
 FG1637  STATE/COUNTY-  AR/FRANKLIN
 FG1637  USGS QUAD   -  OZARK (1993)
 FG1637
 FG1637                         *CURRENT SURVEY CONTROL
 FG1637  ___________________________________________________________________
 FG1637* NAD 83(1986)-  35 27 33.     (N)    093 46 27.     (W)     SCALED    
 FG1637* NAVD 88     -       167.187  (meters)     548.51   (feet)  ADJUSTED  
 FG1637  ___________________________________________________________________
 FG1637  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 FG1637  DYNAMIC HT  -         167.032 (meters)     548.00  (feet)  COMP
 FG1637  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 FG1637
 FG1637  VERT ORDER  -  FIRST     CLASS II
 FG1637
 FG1637.The horizontal coordinates were scaled from a topographic map and have
 FG1637.an estimated accuracy of +/- 6 seconds.
 FG1637
 FG1637.The orthometric height was determined by differential leveling
 FG1637.and adjusted by the National Geodetic Survey in June 1991..
 FG1637
 FG1637.The geoid height was determined by GEOID03.
 FG1637
 FG1637.The dynamic height is computed by dividing the NAVD 88
 FG1637.geopotential number by the normal gravity value computed on the
 FG1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1637.degrees latitude (g = 980.6199 gals.).
 FG1637
 FG1637.The modeled gravity was interpolated from observed gravity values.
 FG1637
 FG1637;                    North         East    Units  Estimated Accuracy
 FG1637;SPC AR N     -   126,350.      238,970.      MT  (+/- 180 meters Scaled)
 FG1637
 FG1637                          SUPERSEDED SURVEY CONTROL
 FG1637
 FG1637.No superseded survey control is available for this station.
 FG1637
 FG1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV297242(NAD 83)
 FG1637_MARKER: I = METAL ROD
 FG1637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1637_SP_SET: STAINLESS STEEL ROD
 FG1637_STAMPING: J 296 1984
 FG1637_MARK LOGO: NGS   
 FG1637_PROJECTION: RECESSED 5 CENTIMETERS
 FG1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1637_ROD/PIPE-DEPTH: 3.35 meters
 FG1637
 FG1637  HISTORY     - Date     Condition        Report By
 FG1637  HISTORY     - 1984     MONUMENTED       NGS
 FG1637  HISTORY     - 1987     GOOD             USPSQD
 FG1637  HISTORY     - 1988     GOOD             USPSQD
 FG1637  HISTORY     - 1989     GOOD             USPSQD
 FG1637  HISTORY     - 1989     GOOD             USPSQD
 FG1637
 FG1637                          STATION DESCRIPTION
 FG1637
 FG1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1637'1.9 KM (1.2 MI) NW FROM ALTUS.
 FG1637'1.9 KM (1.2 MI) NORTHWEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 FG1637'STATE HIGHWAY 186 IN ALTUS TO THE MARK ON THE LEFT, 24.20 METERS
 FG1637'(79.4 FT) WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 64, 28.35 METERS
 FG1637'(93.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A ONE LEVEL
 FG1637'WOODEN HOUSE, AND 2.04 METERS (6.7 FT) NORTHEAST OF THE NORTHEAST
 FG1637'CORNER OF A ONE LEVEL BRICK BUILDING.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1637'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1637
 FG1637                          STATION RECOVERY (1987)
 FG1637
 FG1637'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1637'RECOVERED IN GOOD CONDITION.
 FG1637
 FG1637                          STATION RECOVERY (1988)
 FG1637
 FG1637'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1637'RECOVERED IN GOOD CONDITION.
 FG1637
 FG1637                          STATION RECOVERY (1989)
 FG1637
 FG1637'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1637'RECOVERED IN GOOD CONDITION.
 FG1637
 FG1637                          STATION RECOVERY (1989)
 FG1637
 FG1637'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0791 ***********************************************************************
 FH0791  DESIGNATION -  J 297
 FH0791  PID         -  FH0791
 FH0791  STATE/COUNTY-  AR/SEBASTIAN
 FH0791  USGS QUAD   -  LAVACA (1997)
 FH0791
 FH0791                         *CURRENT SURVEY CONTROL
 FH0791  ___________________________________________________________________
 FH0791* NAD 83(1986)-  35 19 39.     (N)    094 14 01.     (W)     SCALED    
 FH0791* NAVD 88     -       123.239  (meters)     404.33   (feet)  ADJUSTED  
 FH0791  ___________________________________________________________________
 FH0791  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FH0791  DYNAMIC HT  -         123.122 (meters)     403.94  (feet)  COMP
 FH0791  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 FH0791
 FH0791  VERT ORDER  -  FIRST     CLASS II
 FH0791
 FH0791.The horizontal coordinates were scaled from a topographic map and have
 FH0791.an estimated accuracy of +/- 6 seconds.
 FH0791
 FH0791.The orthometric height was determined by differential leveling
 FH0791.and adjusted by the National Geodetic Survey in June 1991..
 FH0791
 FH0791.The geoid height was determined by GEOID03.
 FH0791
 FH0791.The dynamic height is computed by dividing the NAVD 88
 FH0791.geopotential number by the normal gravity value computed on the
 FH0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0791.degrees latitude (g = 980.6199 gals.).
 FH0791
 FH0791.The modeled gravity was interpolated from observed gravity values.
 FH0791
 FH0791;                    North         East    Units  Estimated Accuracy
 FH0791;SPC AR N     -   112,600.      196,940.      MT  (+/- 180 meters Scaled)
 FH0791
 FH0791                          SUPERSEDED SURVEY CONTROL
 FH0791
 FH0791.No superseded survey control is available for this station.
 FH0791
 FH0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV878100(NAD 83)
 FH0791_MARKER: I = METAL ROD
 FH0791_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0791+WITH SETTING: INFORMATION.
 FH0791_SP_SET: SHALLOW SET METAL ROD
 FH0791_STAMPING: J 297 1984
 FH0791_MARK LOGO: NGS   
 FH0791_PROJECTION: FLUSH
 FH0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0791_ROD/PIPE-DEPTH: 1.07 meters
 FH0791
 FH0791  HISTORY     - Date     Condition        Report By
 FH0791  HISTORY     - 1984     MONUMENTED       NGS
 FH0791  HISTORY     - 1988     GOOD             USPSQD
 FH0791  HISTORY     - 1989     GOOD             USPSQD
 FH0791  HISTORY     - 1990     GOOD             USPSQD
 FH0791
 FH0791                          STATION DESCRIPTION
 FH0791
 FH0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0791'5.8 KM (3.6 MI) WEST FROM LAVACA.
 FH0791'0.5 KM (0.3 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0791'LAVACA, THENCE 5.3 KM (3.3 MI) WEST ALONG STATE ROUTE 255 TO THE MARK
 FH0791'ON THE LEFT, 41.82 METERS (137.2 FT) SOUTHEAST OF THE CENTERLINE OF
 FH0791'HIGHWAY 255, 13.72 METERS (45.0 FT) WEST-NORTHWEST OF THE NORTHEAST
 FH0791'CORNER, AND 0.61 METERS (2.0 FT) NORTHWEST OF A LIGHT POLE.  NOTE, ROD
 FH0791'DRIVEN TO REFUSAL.
 FH0791'THE MARK IS 0.49 METERS  NW FROM A WITNESS POST.
 FH0791'THE MARK IS 0.30 M ABOVE HIGHWAY 255.
 FH0791
 FH0791                          STATION RECOVERY (1988)
 FH0791
 FH0791'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0791'RECOVERED IN GOOD CONDITION.
 FH0791
 FH0791                          STATION RECOVERY (1989)
 FH0791
 FH0791'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0791'RECOVERED IN GOOD CONDITION.
 FH0791
 FH0791                          STATION RECOVERY (1990)
 FH0791
 FH0791'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0814 ***********************************************************************
 FH0814  DESIGNATION -  J 298
 FH0814  PID         -  FH0814
 FH0814  STATE/COUNTY-  AR/SEBASTIAN
 FH0814  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0814
 FH0814                         *CURRENT SURVEY CONTROL
 FH0814  ___________________________________________________________________
 FH0814* NAD 83(1986)-  35 16 49.     (N)    094 22 39.     (W)     SCALED    
 FH0814* NAVD 88     -       157.421  (meters)     516.47   (feet)  ADJUSTED  
 FH0814  ___________________________________________________________________
 FH0814  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FH0814  DYNAMIC HT  -         157.270 (meters)     515.98  (feet)  COMP
 FH0814  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FH0814
 FH0814  VERT ORDER  -  FIRST     CLASS II
 FH0814
 FH0814.The horizontal coordinates were scaled from a topographic map and have
 FH0814.an estimated accuracy of +/- 6 seconds.
 FH0814
 FH0814.The orthometric height was determined by differential leveling
 FH0814.and adjusted by the National Geodetic Survey in June 1991..
 FH0814
 FH0814.The geoid height was determined by GEOID03.
 FH0814
 FH0814.The dynamic height is computed by dividing the NAVD 88
 FH0814.geopotential number by the normal gravity value computed on the
 FH0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0814.degrees latitude (g = 980.6199 gals.).
 FH0814
 FH0814.The modeled gravity was interpolated from observed gravity values.
 FH0814
 FH0814;                    North         East    Units  Estimated Accuracy
 FH0814;SPC AR N     -   107,670.      183,740.      MT  (+/- 180 meters Scaled)
 FH0814
 FH0814                          SUPERSEDED SURVEY CONTROL
 FH0814
 FH0814.No superseded survey control is available for this station.
 FH0814
 FH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV747049(NAD 83)
 FH0814_MARKER: I = METAL ROD
 FH0814_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0814+WITH SETTING: INFORMATION.
 FH0814_SP_SET: SHALLOW SET METAL ROD
 FH0814_STAMPING: J 298 1985
 FH0814_MARK LOGO: NGS   
 FH0814_PROJECTION: FLUSH
 FH0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0814+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 FH0814_ROD/PIPE-DEPTH: 2.7  meters
 FH0814
 FH0814  HISTORY     - Date     Condition        Report By
 FH0814  HISTORY     - 1985     MONUMENTED       NGS
 FH0814  HISTORY     - 1987     GOOD             USPSQD
 FH0814  HISTORY     - 1988     GOOD             USPSQD
 FH0814  HISTORY     - 1989     GOOD             USPSQD
 FH0814  HISTORY     - 1990     GOOD             USPSQD
 FH0814  HISTORY     - 20040106 GOOD             ARHD
 FH0814
 FH0814                          STATION DESCRIPTION
 FH0814
 FH0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0814'13.9 KM (8.6 MI) SSE FROM FORT SMITH.
 FH0814'13.9 KM (8.6 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 71 SOUTHBOUND FROM
 FH0814'THE JUNCTION OF U.S. HIGHWAY 64 IN FORT SMITH, 0.48 KM (0.3 MI)
 FH0814'SOUTH-SOUTHEAST OF STATE ROUTE 45 LEADING EAST, AT A DIRT ROAD LEADING
 FH0814'WEST (WHITE OAK LANE), AT THE SOUTHEAST CORNER OF A SECURITY FENCE
 FH0814'AROUND THE ARKANSAS VALLEY ELECTRIC CO-OP RYE HILL SUBSTATION,
 FH0814'0.31 METERS (1.0 FT) SOUTH OF THE SOUTHEAST CORNER POST OF THE
 FH0814'SECURITY FENCE, AND 5.5 METERS (18.2 FT) EAST-SOUTHEAST OF THE
 FH0814'APPROXIMATE CENTER OF THE SECURITY GATE.  NOTE, DRIVEN TO REFUSAL.
 FH0814'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 FH0814'THE MARK IS ABOVE LEVEL WITH GROUND.
 FH0814
 FH0814                          STATION RECOVERY (1987)
 FH0814
 FH0814'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0814'RECOVERED IN GOOD CONDITION.
 FH0814
 FH0814                          STATION RECOVERY (1988)
 FH0814
 FH0814'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0814'RECOVERED IN GOOD CONDITION.
 FH0814
 FH0814                          STATION RECOVERY (1989)
 FH0814
 FH0814'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0814'RECOVERED IN GOOD CONDITION.
 FH0814
 FH0814                          STATION RECOVERY (1990)
 FH0814
 FH0814'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0814'RECOVERED IN GOOD CONDITION.
 FH0814
 FH0814                          STATION RECOVERY (2004)
 FH0814
 FH0814'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (DFC)
 FH0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0838 ***********************************************************************
 FH0838  DESIGNATION -  J 299
 FH0838  PID         -  FH0838
 FH0838  STATE/COUNTY-  AR/SCOTT
 FH0838  USGS QUAD   -  IONE (1987)
 FH0838
 FH0838                         *CURRENT SURVEY CONTROL
 FH0838  ___________________________________________________________________
 FH0838* NAD 83(1986)-  35 01 59.     (N)    094 07 22.     (W)     SCALED    
 FH0838* NAVD 88     -       163.309  (meters)     535.79   (feet)  ADJUSTED  
 FH0838  ___________________________________________________________________
 FH0838  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FH0838  DYNAMIC HT  -         163.145 (meters)     535.25  (feet)  COMP
 FH0838  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 FH0838
 FH0838  VERT ORDER  -  FIRST     CLASS II
 FH0838
 FH0838.The horizontal coordinates were scaled from a topographic map and have
 FH0838.an estimated accuracy of +/- 6 seconds.
 FH0838
 FH0838.The orthometric height was determined by differential leveling
 FH0838.and adjusted by the National Geodetic Survey in June 1991..
 FH0838
 FH0838.The geoid height was determined by GEOID03.
 FH0838
 FH0838.The dynamic height is computed by dividing the NAVD 88
 FH0838.geopotential number by the normal gravity value computed on the
 FH0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0838.degrees latitude (g = 980.6199 gals.).
 FH0838
 FH0838.The modeled gravity was interpolated from observed gravity values.
 FH0838
 FH0838;                    North         East    Units  Estimated Accuracy
 FH0838;SPC AR N     -    79,720.      206,310.      MT  (+/- 180 meters Scaled)
 FH0838
 FH0838                          SUPERSEDED SURVEY CONTROL
 FH0838
 FH0838.No superseded survey control is available for this station.
 FH0838
 FH0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU975772(NAD 83)
 FH0838_MARKER: DB = BENCH MARK DISK
 FH0838_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0838_SP_SET: BRIDGE ABUTMENT
 FH0838_STAMPING: J 299 1985
 FH0838_MARK LOGO: NGS   
 FH0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0838
 FH0838  HISTORY     - Date     Condition        Report By
 FH0838  HISTORY     - 1985     MONUMENTED       NGS
 FH0838  HISTORY     - 1987     GOOD             USPSQD
 FH0838  HISTORY     - 1987     GOOD             USPSQD
 FH0838  HISTORY     - 1988     GOOD             USPSQD
 FH0838  HISTORY     - 1989     GOOD             USPSQD
 FH0838  HISTORY     - 1990     GOOD             USPSQD
 FH0838  HISTORY     - 1990     GOOD             USPSQD
 FH0838
 FH0838                          STATION DESCRIPTION
 FH0838
 FH0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0838'15.5 KM (9.6 MI) ESE FROM MANSFIELD.
 FH0838'15.5 KM (9.6 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE
 FH0838'JUNCTION OF STATE ROUTE 96 IN MANSFIELD, SET IN TOP OF THE WEST END OF
 FH0838'THE SOUTH ABUTMENT OF THE HIGHWAY 71 BRIDGE OVER KINGS CREEK,
 FH0838'7.6 METERS (25.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FH0838'0.36 METERS (1.2 FT) WEST OF THE WEST EDGE OF THE CONCRETE BRIDGE
 FH0838'RAILING PILLAR.
 FH0838'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 FH0838
 FH0838                          STATION RECOVERY (1987)
 FH0838
 FH0838'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0838'RECOVERED IN GOOD CONDITION.
 FH0838
 FH0838                          STATION RECOVERY (1987)
 FH0838
 FH0838'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0838'RECOVERED IN GOOD CONDITION.
 FH0838
 FH0838                          STATION RECOVERY (1988)
 FH0838
 FH0838'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0838'RECOVERED IN GOOD CONDITION.
 FH0838
 FH0838                          STATION RECOVERY (1989)
 FH0838
 FH0838'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0838'RECOVERED IN GOOD CONDITION.
 FH0838
 FH0838                          STATION RECOVERY (1990)
 FH0838
 FH0838'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0838'RECOVERED IN GOOD CONDITION.
 FH0838
 FH0838                          STATION RECOVERY (1990)
 FH0838
 FH0838'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0733 ***********************************************************************
 FF0733  DESIGNATION -  J 3
 FF0733  PID         -  FF0733
 FF0733  STATE/COUNTY-  AR/CRAIGHEAD
 FF0733  USGS QUAD   -  JONESBORO (1983)
 FF0733
 FF0733                         *CURRENT SURVEY CONTROL
 FF0733  ___________________________________________________________________
 FF0733* NAD 83(1986)-  35 50 36.     (N)    090 42 17.     (W)     SCALED    
 FF0733* NAVD 88     -        93.339  (meters)     306.23   (feet)  ADJUSTED  
 FF0733  ___________________________________________________________________
 FF0733  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF0733  DYNAMIC HT  -          93.259 (meters)     305.97  (feet)  COMP
 FF0733  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 FF0733
 FF0733  VERT ORDER  -  FIRST     CLASS II
 FF0733
 FF0733.The horizontal coordinates were scaled from a topographic map and have
 FF0733.an estimated accuracy of +/- 6 seconds.
 FF0733
 FF0733.The orthometric height was determined by differential leveling
 FF0733.and adjusted by the National Geodetic Survey in June 1991..
 FF0733.WARNING-Repeat measurements at this control monument indicate possible
 FF0733.vertical movement.
 FF0733
 FF0733.The geoid height was determined by GEOID03.
 FF0733
 FF0733.The dynamic height is computed by dividing the NAVD 88
 FF0733.geopotential number by the normal gravity value computed on the
 FF0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0733.degrees latitude (g = 980.6199 gals.).
 FF0733
 FF0733.The modeled gravity was interpolated from observed gravity values.
 FF0733
 FF0733;                    North         East    Units  Estimated Accuracy
 FF0733;SPC AR N     -   168,290.      517,010.      MT  (+/- 180 meters Scaled)
 FF0733
 FF0733                          SUPERSEDED SURVEY CONTROL
 FF0733
 FF0733  NGVD 29 (??/??/??)   93.250  (m)          305.94   (f) ADJUSTED    1 2
 FF0733
 FF0733.Superseded values are not recommended for survey control.
 FF0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0733.See file dsdata.txt to determine how the superseded data were derived.
 FF0733
 FF0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV072690(NAD 83)
 FF0733_MARKER: DB = BENCH MARK DISK
 FF0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0733_STAMPING: 306.000 J 3 1928
 FF0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0733+STABILITY: SURFACE MOTION
 FF0733
 FF0733  HISTORY     - Date     Condition        Report By
 FF0733  HISTORY     - 1928     MONUMENTED       CGS
 FF0733  HISTORY     - 1956     GOOD             CGS
 FF0733  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0733  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0733
 FF0733                          STATION DESCRIPTION
 FF0733
 FF0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0733'AT JONESBORO.
 FF0733'AT JONESBORO, ABOUT 0.1 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0733'RAILWAY FROM THE CROSSING OF NORTH MAIN STREET, LOCATED IN A GRASS
 FF0733'PLOT, 44 1/2 FEET NORTH OF NORTH RAIL OF THE NORTH MOST TRACK
 FF0733'WHICH PASSES SOUTH OF STATION, 24 FEET SOUTH OF THE SOUTH RAIL
 FF0733'OF THE SOUTH MOST TRACK WHICH PASSES ON NORTH SIDE OF STATION, 218
 FF0733'FEET WEST OF NORTHWEST CORNER OF STATION, 168 FEET WEST OF NORTHWEST
 FF0733'CORNER OF RAILWAY EXPRESS OFFICE, 34 1/2 FEET EAST OF NORTHEAST
 FF0733'CORNER OF YARD OFFICE, 19 3/4 FEET NORTH OF FIRE HYDRANT, 4.8
 FF0733'FEET SOUTH OF SOUTH EDGE OF BLACK TOP AREA ALONG NORTH SIDE OF
 FF0733'GRASS PLOT, ABOUT LEVEL WITH THE TRACK NORTH OF MARK AND SET IN
 FF0733'THE TOP OF A CONCRETE POST ABOUT 6 INCHES UNDERGROUND.
 FF0733
 FF0733                          STATION RECOVERY (1978)
 FF0733
 FF0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0733'MARK NOT FOUND.
 FF0733
 FF0733                          STATION RECOVERY (1978)
 FF0733
 FF0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0698 ***********************************************************************
 EK0698  DESIGNATION -  J 300
 EK0698  PID         -  EK0698
 EK0698  STATE/COUNTY-  AR/SCOTT
 EK0698  USGS QUAD   -  ACORN (1975)
 EK0698
 EK0698                         *CURRENT SURVEY CONTROL
 EK0698  ___________________________________________________________________
 EK0698* NAD 83(1986)-  34 42 30.     (N)    094 10 32.     (W)     SCALED    
 EK0698* NAVD 88     -       301.530  (meters)     989.27   (feet)  ADJUSTED  
 EK0698  ___________________________________________________________________
 EK0698  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EK0698  DYNAMIC HT  -         301.204 (meters)     988.20  (feet)  COMP
 EK0698  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 EK0698
 EK0698  VERT ORDER  -  FIRST     CLASS II
 EK0698
 EK0698.The horizontal coordinates were scaled from a topographic map and have
 EK0698.an estimated accuracy of +/- 6 seconds.
 EK0698
 EK0698.The orthometric height was determined by differential leveling
 EK0698.and adjusted by the National Geodetic Survey in June 1991..
 EK0698
 EK0698.The geoid height was determined by GEOID03.
 EK0698
 EK0698.The dynamic height is computed by dividing the NAVD 88
 EK0698.geopotential number by the normal gravity value computed on the
 EK0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0698.degrees latitude (g = 980.6199 gals.).
 EK0698
 EK0698.The modeled gravity was interpolated from observed gravity values.
 EK0698
 EK0698;                    North         East    Units  Estimated Accuracy
 EK0698;SPC AR N     -    43,810.      200,700.      MT  (+/- 180 meters Scaled)
 EK0698
 EK0698                          SUPERSEDED SURVEY CONTROL
 EK0698
 EK0698.No superseded survey control is available for this station.
 EK0698
 EK0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU923413(NAD 83)
 EK0698_MARKER: I = METAL ROD
 EK0698_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0698+WITH SETTING: INFORMATION.
 EK0698_SP_SET: SHALLOW SET METAL ROD
 EK0698_STAMPING: J 300 1985
 EK0698_MARK LOGO: NGS   
 EK0698_PROJECTION: FLUSH
 EK0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0698_ROD/PIPE-DEPTH: 2.0  meters
 EK0698
 EK0698  HISTORY     - Date     Condition        Report By
 EK0698  HISTORY     - 1985     MONUMENTED       NGS
 EK0698  HISTORY     - 1987     GOOD             USPSQD
 EK0698  HISTORY     - 1987     GOOD             USPSQD
 EK0698  HISTORY     - 1988     GOOD             USPSQD
 EK0698  HISTORY     - 1989     GOOD             USPSQD
 EK0698  HISTORY     - 1990     GOOD             USPSQD
 EK0698
 EK0698                          STATION DESCRIPTION
 EK0698
 EK0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0698'16.5 KM (10.25 MI) SSW FROM BOLES.
 EK0698'16.5 KM (10.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST
 EK0698'OFFICE IN BOLES, AT A DIRT ROAD LEADING NORTHEAST AND A DIRT ROAD
 EK0698'LEADING SOUTH, 13.6 METERS (44.5 FT) NORTH-NORTHWEST OF THE CENTERLINE
 EK0698'OF HIGHWAY 71, 6.8 METERS (22.2 FT) SOUTHEAST OF THE APPROXIMATE
 EK0698'CENTER OF THE DIRT ROAD LEADING NORTHEAST (SERVICE ROAD 12),
 EK0698'0.97 METERS (3.2 FT) WEST-SOUTHWEST OF A 6-INCH PINE TREE, AND
 EK0698'4.9 METERS (16.0 FT) SOUTHWEST OF A WOODEN 4 BY 4 INCH VERTICAL POST
 EK0698'WITH THE NUMBER 12 ATTACHED.  NOTE, DRIVEN TO REFUSAL.
 EK0698'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 EK0698'THE MARK IS 0.61 M ABOVE HIGHWAY 71.
 EK0698
 EK0698                          STATION RECOVERY (1987)
 EK0698
 EK0698'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0698'RECOVERED IN GOOD CONDITION.
 EK0698
 EK0698                          STATION RECOVERY (1987)
 EK0698
 EK0698'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0698'RECOVERED IN GOOD CONDITION.
 EK0698
 EK0698                          STATION RECOVERY (1988)
 EK0698
 EK0698'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0698'RECOVERED IN GOOD CONDITION.
 EK0698
 EK0698                          STATION RECOVERY (1989)
 EK0698
 EK0698'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0698'RECOVERED IN GOOD CONDITION.
 EK0698
 EK0698                          STATION RECOVERY (1990)
 EK0698
 EK0698'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0725 ***********************************************************************
 EK0725  DESIGNATION -  J 301
 EK0725  PID         -  EK0725
 EK0725  STATE/COUNTY-  AR/POLK
 EK0725  USGS QUAD   -  COVE (1984)
 EK0725
 EK0725                         *CURRENT SURVEY CONTROL
 EK0725  ___________________________________________________________________
 EK0725* NAD 83(1986)-  34 27 12.     (N)    094 24 02.     (W)     SCALED    
 EK0725* NAVD 88     -       291.726  (meters)     957.10   (feet)  ADJUSTED  
 EK0725  ___________________________________________________________________
 EK0725  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 EK0725  DYNAMIC HT  -         291.411 (meters)     956.07  (feet)  COMP
 EK0725  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 EK0725
 EK0725  VERT ORDER  -  FIRST     CLASS II
 EK0725
 EK0725.The horizontal coordinates were scaled from a topographic map and have
 EK0725.an estimated accuracy of +/- 6 seconds.
 EK0725
 EK0725.The orthometric height was determined by differential leveling
 EK0725.and adjusted by the National Geodetic Survey in June 1991..
 EK0725
 EK0725.The geoid height was determined by GEOID03.
 EK0725
 EK0725.The dynamic height is computed by dividing the NAVD 88
 EK0725.geopotential number by the normal gravity value computed on the
 EK0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0725.degrees latitude (g = 980.6199 gals.).
 EK0725
 EK0725.The modeled gravity was interpolated from observed gravity values.
 EK0725
 EK0725;                    North         East    Units  Estimated Accuracy
 EK0725;SPC AR S     -   600,750.      179,440.      MT  (+/- 180 meters Scaled)
 EK0725
 EK0725                          SUPERSEDED SURVEY CONTROL
 EK0725
 EK0725.No superseded survey control is available for this station.
 EK0725
 EK0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU713133(NAD 83)
 EK0725_MARKER: DB = BENCH MARK DISK
 EK0725_SETTING: 66 = SET IN ROCK OUTCROP
 EK0725_SP_SET: ROCK OUTCROP
 EK0725_STAMPING: J 301 1985
 EK0725_MARK LOGO: NGS   
 EK0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0725+STABILITY: POSITION/ELEVATION WELL
 EK0725
 EK0725  HISTORY     - Date     Condition        Report By
 EK0725  HISTORY     - 1985     MONUMENTED       NGS
 EK0725  HISTORY     - 19870103 GOOD             USPSQD
 EK0725  HISTORY     - 1988     GOOD             USPSQD
 EK0725  HISTORY     - 1989     GOOD             USPSQD
 EK0725  HISTORY     - 1990     GOOD             USPSQD
 EK0725
 EK0725                          STATION DESCRIPTION
 EK0725
 EK0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0725'4.4 KM (2.7 MI) SOUTH FROM HATFIELD.
 EK0725'4.4 KM (2.7 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0725'HATFIELD, 0.96 KM (0.6 MI) SOUTH OF A HIGHWAY BRIDGE OVER A CREEK, SET
 EK0725'IN THE NORTH CORNER OF A 10-FEET ARROW SHAPED ROCK OUTCROP, AT THE
 EK0725'EDGE OF THE HIGHWAY, 11.6 METERS (38.0 FT) WEST-NORTHWEST OF THE
 EK0725'CENTERLINE OF THE HIGHWAY, 6.3 METERS (20.8 FT) SOUTH OF A GUYED
 EK0725'POWERLINE POLE WITH A RED TRANSFORMER ATTACHED, AND 2.4 METERS
 EK0725'(7.8 FT) EAST-SOUTHEAST OF A GUY ANCHOR.
 EK0725'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 EK0725'THE MARK IS 1.2 M ABOVE HIGHWAY.
 EK0725
 EK0725                          STATION RECOVERY (1987)
 EK0725
 EK0725'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0725'RECOVERED IN GOOD CONDITION.
 EK0725
 EK0725                          STATION RECOVERY (1988)
 EK0725
 EK0725'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0725'RECOVERED IN GOOD CONDITION.
 EK0725
 EK0725                          STATION RECOVERY (1989)
 EK0725
 EK0725'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0725'RECOVERED IN GOOD CONDITION.
 EK0725
 EK0725                          STATION RECOVERY (1990)
 EK0725
 EK0725'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0749 ***********************************************************************
 EK0749  DESIGNATION -  J 302
 EK0749  PID         -  EK0749
 EK0749  STATE/COUNTY-  AR/SEVIER
 EK0749  USGS QUAD   -  GILLHAM (1964)
 EK0749
 EK0749                         *CURRENT SURVEY CONTROL
 EK0749  ___________________________________________________________________
 EK0749* NAD 83(1986)-  34 10 34.     (N)    094 19 08.     (W)     SCALED    
 EK0749* NAVD 88     -       250.629  (meters)     822.27   (feet)  ADJUSTED  
 EK0749  ___________________________________________________________________
 EK0749  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EK0749  DYNAMIC HT  -         250.373 (meters)     821.43  (feet)  COMP
 EK0749  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 EK0749
 EK0749  VERT ORDER  -  FIRST     CLASS II
 EK0749
 EK0749.The horizontal coordinates were scaled from a topographic map and have
 EK0749.an estimated accuracy of +/- 6 seconds.
 EK0749
 EK0749.The orthometric height was determined by differential leveling
 EK0749.and adjusted by the National Geodetic Survey in June 1991..
 EK0749
 EK0749.The geoid height was determined by GEOID03.
 EK0749
 EK0749.The dynamic height is computed by dividing the NAVD 88
 EK0749.geopotential number by the normal gravity value computed on the
 EK0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0749.degrees latitude (g = 980.6199 gals.).
 EK0749
 EK0749.The modeled gravity was interpolated from observed gravity values.
 EK0749
 EK0749;                    North         East    Units  Estimated Accuracy
 EK0749;SPC AR S     -   569,840.      186,250.      MT  (+/- 180 meters Scaled)
 EK0749
 EK0749                          SUPERSEDED SURVEY CONTROL
 EK0749
 EK0749.No superseded survey control is available for this station.
 EK0749
 EK0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT784824(NAD 83)
 EK0749_MARKER: I = METAL ROD
 EK0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0749_SP_SET: STAINLESS STEEL ROD
 EK0749_STAMPING: J 302 1985
 EK0749_MARK LOGO: NGS   
 EK0749_PROJECTION: FLUSH
 EK0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0749_ROD/PIPE-DEPTH: 3.0  meters
 EK0749
 EK0749  HISTORY     - Date     Condition        Report By
 EK0749  HISTORY     - 1985     MONUMENTED       NGS
 EK0749  HISTORY     - 1987     GOOD             USPSQD
 EK0749  HISTORY     - 1987     GOOD             USPSQD
 EK0749  HISTORY     - 1988     GOOD             USPSQD
 EK0749  HISTORY     - 1989     GOOD             USPSQD
 EK0749  HISTORY     - 1990     GOOD             USPSQD
 EK0749
 EK0749                          STATION DESCRIPTION
 EK0749
 EK0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0749'0.9 KM (0.55 MI) NORTH FROM GILLHAM.
 EK0749'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD (OLD HIGHWAY 71) FROM THE
 EK0749'POST OFFICE IN GILLHAM, THENCE 0.48 KM (0.3 MI) NORTH-NORTHWEST ALONG
 EK0749'U.S. HIGHWAY 71, 11.22 METERS (36.8 FT) WEST OF THE CENTERLINE OF THE
 EK0749'HIGHWAY, 35.66 METERS (117.0 FT) SOUTH OF THE CENTERLINE OF THE PAVED
 EK0749'ROAD LEADING EAST, 24.57 METERS (80.6 FT) SOUTH-SOUTHEAST OF THE
 EK0749'SOUTHEAST CORNER OF A BLOCK BUILDING, 1.01 METERS (3.3 FT) NORTH OF A
 EK0749'POWERLINE POLE NUMBERED 234, AND 0.30 METERS (1.0 FT) NORTH OF A
 EK0749'WITNESS POST.
 EK0749'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EK0749'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0749
 EK0749                          STATION RECOVERY (1987)
 EK0749
 EK0749'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0749'RECOVERED IN GOOD CONDITION.
 EK0749
 EK0749                          STATION RECOVERY (1987)
 EK0749
 EK0749'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0749'RECOVERED IN GOOD CONDITION.
 EK0749
 EK0749                          STATION RECOVERY (1988)
 EK0749
 EK0749'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0749'RECOVERED IN GOOD CONDITION.
 EK0749
 EK0749                          STATION RECOVERY (1989)
 EK0749
 EK0749'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0749'RECOVERED IN GOOD CONDITION.
 EK0749
 EK0749                          STATION RECOVERY (1990)
 EK0749
 EK0749'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1060 ***********************************************************************
 DM1060  DESIGNATION -  J 303
 DM1060  PID         -  DM1060
 DM1060  STATE/COUNTY-  AR/LITTLE RIVER
 DM1060  USGS QUAD   -  CERROGORDO (1975)
 DM1060
 DM1060                         *CURRENT SURVEY CONTROL
 DM1060  ___________________________________________________________________
 DM1060* NAD 83(1986)-  33 52 42.     (N)    094 25 19.     (W)     SCALED    
 DM1060* NAVD 88     -        98.061  (meters)     321.72   (feet)  ADJUSTED  
 DM1060  ___________________________________________________________________
 DM1060  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DM1060  DYNAMIC HT  -          97.961 (meters)     321.39  (feet)  COMP
 DM1060  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 DM1060
 DM1060  VERT ORDER  -  FIRST     CLASS II
 DM1060
 DM1060.The horizontal coordinates were scaled from a topographic map and have
 DM1060.an estimated accuracy of +/- 6 seconds.
 DM1060
 DM1060.The orthometric height was determined by differential leveling
 DM1060.and adjusted by the National Geodetic Survey in June 1991..
 DM1060
 DM1060.The geoid height was determined by GEOID03.
 DM1060
 DM1060.The dynamic height is computed by dividing the NAVD 88
 DM1060.geopotential number by the normal gravity value computed on the
 DM1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1060.degrees latitude (g = 980.6199 gals.).
 DM1060
 DM1060.The modeled gravity was interpolated from observed gravity values.
 DM1060
 DM1060;                    North         East    Units  Estimated Accuracy
 DM1060;SPC AR S     -   537,040.      175,970.      MT  (+/- 180 meters Scaled)
 DM1060
 DM1060                          SUPERSEDED SURVEY CONTROL
 DM1060
 DM1060.No superseded survey control is available for this station.
 DM1060
 DM1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT684495(NAD 83)
 DM1060_MARKER: I = METAL ROD
 DM1060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1060_SP_SET: STAINLESS STEEL ROD
 DM1060_STAMPING: J 303 1985
 DM1060_MARK LOGO: NGS   
 DM1060_PROJECTION: FLUSH
 DM1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1060_ROD/PIPE-DEPTH: 9.8  meters
 DM1060
 DM1060  HISTORY     - Date     Condition        Report By
 DM1060  HISTORY     - 1985     MONUMENTED       NGS
 DM1060  HISTORY     - 1987     GOOD             USPSQD
 DM1060  HISTORY     - 1988     GOOD             USPSQD
 DM1060  HISTORY     - 1989     GOOD             USPSQD
 DM1060  HISTORY     - 1990     GOOD             USPSQD
 DM1060  HISTORY     - 19920823 GOOD             USPSQD
 DM1060
 DM1060                          STATION DESCRIPTION
 DM1060
 DM1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1060'10.4 KM (6.45 MI) SOUTH FROM HORATIO.
 DM1060'10.4 KM (6.45 MI) SOUTHERLY ALONG STATE ROUTE 41 FROM THE POST OFFICE
 DM1060'IN HORATIO, 0.24 KM (0.15 MI) SOUTHWEST OF AN ASPHALT ROAD LEADING
 DM1060'WEST, AT AN IRON GATE LEADING WEST INTO AN OPEN PASTURE, ACROSS THE
 DM1060'HIGHWAY FROM A METAL GATE LEADING EAST INTO A PASTURE AND COW SHED,
 DM1060'12.2 METERS (40.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DM1060'3.0 METERS (10.0 FT) NORTHEAST OF THE CENTER OF THE IRON GATE,
 DM1060'0.79 METERS (2.6 FT) SOUTHEAST OF A FENCE LINE, AND 2.7 METERS
 DM1060'(9.0 FT) SOUTHWEST OF A 4-INCH OAK TREE.  NOTE, DRIVEN TO REQUIRED
 DM1060'DRIVING RATE.
 DM1060'THE MARK IS 0.79 METERS  SE FROM A WITNESS POST.
 DM1060'THE MARK IS 0.61 M ABOVE HIGHWAY.
 DM1060
 DM1060                          STATION RECOVERY (1987)
 DM1060
 DM1060'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1060'RECOVERED IN GOOD CONDITION.
 DM1060
 DM1060                          STATION RECOVERY (1988)
 DM1060
 DM1060'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1060'RECOVERED IN GOOD CONDITION.
 DM1060
 DM1060                          STATION RECOVERY (1989)
 DM1060
 DM1060'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1060'RECOVERED IN GOOD CONDITION.
 DM1060
 DM1060                          STATION RECOVERY (1990)
 DM1060
 DM1060'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1060'RECOVERED IN GOOD CONDITION.
 DM1060
 DM1060                          STATION RECOVERY (1992)
 DM1060
 DM1060'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2620 ***********************************************************************
 EH2620  DESIGNATION -  J 305
 EH2620  PID         -  EH2620
 EH2620  STATE/COUNTY-  AR/PHILLIPS
 EH2620  USGS QUAD   -  ELAINE (1982)
 EH2620
 EH2620                         *CURRENT SURVEY CONTROL
 EH2620  ___________________________________________________________________
 EH2620* NAD 83(1986)-  34 15 26.     (N)    090 50 32.     (W)     SCALED    
 EH2620* NAVD 88     -        58.905  (meters)     193.26   (feet)  ADJUSTED  
 EH2620  ___________________________________________________________________
 EH2620  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2620  DYNAMIC HT  -          58.847 (meters)     193.07  (feet)  COMP
 EH2620  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EH2620
 EH2620  VERT ORDER  -  FIRST     CLASS II
 EH2620
 EH2620.The horizontal coordinates were scaled from a topographic map and have
 EH2620.an estimated accuracy of +/- 6 seconds.
 EH2620
 EH2620.The orthometric height was determined by differential leveling
 EH2620.and adjusted by the National Geodetic Survey in June 1991..
 EH2620
 EH2620.The geoid height was determined by GEOID03.
 EH2620
 EH2620.The dynamic height is computed by dividing the NAVD 88
 EH2620.geopotential number by the normal gravity value computed on the
 EH2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2620.degrees latitude (g = 980.6199 gals.).
 EH2620
 EH2620.The modeled gravity was interpolated from observed gravity values.
 EH2620
 EH2620;                    North         East    Units  Estimated Accuracy
 EH2620;SPC AR S     -   577,020.      506,630.      MT  (+/- 180 meters Scaled)
 EH2620
 EH2620                          SUPERSEDED SURVEY CONTROL
 EH2620
 EH2620  NGVD 29 (??/??/??)   58.967  (m)          193.46   (f) ADJUSTED    1 2
 EH2620
 EH2620.Superseded values are not recommended for survey control.
 EH2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2620.See file dsdata.txt to determine how the superseded data were derived.
 EH2620
 EH2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT986927(NAD 83)
 EH2620_MARKER: I = METAL ROD
 EH2620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2620_SP_SET: STAINLESS STEEL ROD
 EH2620_STAMPING: J 305 1985
 EH2620_MARK LOGO: NGS   
 EH2620_PROJECTION: RECESSED 5 CENTIMETERS
 EH2620_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 EH2620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2620+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2001
 EH2620_ROD/PIPE-DEPTH: 23.2 meters
 EH2620
 EH2620  HISTORY     - Date     Condition        Report By
 EH2620  HISTORY     - 1985     MONUMENTED       NGS
 EH2620  HISTORY     - 20010604 POOR             USACE
 EH2620  HISTORY     - 20010704 POOR             USACE
 EH2620
 EH2620                          STATION DESCRIPTION
 EH2620
 EH2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2620'12.7 KM (7.9 MI) NORTH FROM MELLWOOD.
 EH2620'12.7 KM (7.9 MI) NORTHERLY ALONG THE TOP OF THE LEVEE FROM THE GRAVEL
 EH2620'ROAD CROSSING IN MELLWOOD, AT THE JUNCTION OF A LOW SPUR LEVEE LEADING
 EH2620'EAST-NORTHEAST AND A DIRT ROAD LEADING WEST-SOUTHWEST OFF THE LEVEE,
 EH2620'1.3 KM (0.8 MI) SOUTH OF BENCH MARK H 305, AT A POWERLINE CROSSING
 EH2620'OVER THE LEVEE, LOCATED NEAR THE CENTER OF A SMALL GRASSY TRIANGLE
 EH2620'SHAPED WIDE SPOT AT THE EDGE OF THE LEVEE ROAD, SET BETWEEN TWO
 EH2620'WITNESS POSTS, 7.0 METERS (23.0 FT) SOUTHEAST OF THE APPROXIMATE
 EH2620'CENTER OF THE MAIN LEVEE ROAD, AND 4.9 METERS (16.2 FT) NORTH OF A
 EH2620'UTILITY POLE.  NOTE, DRIVEN TO REQUIRED DEPTH.
 EH2620'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 EH2620'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
 EH2620
 EH2620                          STATION RECOVERY (2001)
 EH2620
 EH2620'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 EH2620'MARK RECOVERED IN POOR CONDITION.
 EH2620
 EH2620                          STATION RECOVERY (2001)
 EH2620
 EH2620'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 EH2620'MARK WAS RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1157 ***********************************************************************
 DM1157  DESIGNATION -  J 307
 DM1157  PID         -  DM1157
 DM1157  STATE/COUNTY-  AR/MILLER
 DM1157  USGS QUAD   -  TEXARKANA (1975)
 DM1157
 DM1157                         *CURRENT SURVEY CONTROL
 DM1157  ___________________________________________________________________
 DM1157* NAD 83(1986)-  33 27 36.     (N)    094 02 01.     (W)     SCALED    
 DM1157* NAVD 88     -       111.979  (meters)     367.38   (feet)  ADJUSTED  
 DM1157  ___________________________________________________________________
 DM1157  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1157  DYNAMIC HT  -         111.861 (meters)     367.00  (feet)  COMP
 DM1157  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DM1157
 DM1157  VERT ORDER  -  FIRST     CLASS II
 DM1157
 DM1157.The horizontal coordinates were scaled from a topographic map and have
 DM1157.an estimated accuracy of +/- 6 seconds.
 DM1157
 DM1157.The orthometric height was determined by differential leveling
 DM1157.and adjusted by the National Geodetic Survey in June 1991..
 DM1157
 DM1157.The geoid height was determined by GEOID03.
 DM1157
 DM1157.The dynamic height is computed by dividing the NAVD 88
 DM1157.geopotential number by the normal gravity value computed on the
 DM1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1157.degrees latitude (g = 980.6199 gals.).
 DM1157
 DM1157.The modeled gravity was interpolated from observed gravity values.
 DM1157
 DM1157;                    North         East    Units  Estimated Accuracy
 DM1157;SPC AR S     -   489,870.      210,960.      MT  (+/- 180 meters Scaled)
 DM1157
 DM1157                          SUPERSEDED SURVEY CONTROL
 DM1157
 DM1157.No superseded survey control is available for this station.
 DM1157
 DM1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT039027(NAD 83)
 DM1157_MARKER: I = METAL ROD
 DM1157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1157_SP_SET: STAINLESS STEEL ROD
 DM1157_STAMPING: J 307 1985
 DM1157_MARK LOGO: NGS   
 DM1157_PROJECTION: RECESSED 1 CENTIMETERS
 DM1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1157_ROD/PIPE-DEPTH: 14.6 meters
 DM1157
 DM1157  HISTORY     - Date     Condition        Report By
 DM1157  HISTORY     - 1985     MONUMENTED       NGS
 DM1157  HISTORY     - 19971025 GOOD             USPSQD
 DM1157
 DM1157                          STATION DESCRIPTION
 DM1157
 DM1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1157'IN TEXARKANA.
 DM1157'IN TEXARKANA, AT THE INTERSECTION OF STATELINE AVENUE AND ARKANSAS
 DM1157'BOULEVARD, 35.8 M (117.5 FT) EAST OF THE CENTERLINE OF THE NORTH
 DM1157'BOUND LANES OF THE HIGHWAY, 25.8 M (84.6 FT) NORTH OF THE NORTHEAST
 DM1157'CORNER OF THE STATE FIRST NATIONAL BANK MAX DEPOSIT BUILDING, 13.1 M
 DM1157'(43.0 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO THE LONG
 DM1157'JOHN SILVERS SEAFOOD SHOP, 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF
 DM1157'THE EAST BOUND LANES OF THE BOULEVARD, AND 1.0 M (3.3 FT) WEST OF
 DM1157'UTILITY POLE NUMBER 52885.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1157'THROUGH A 5-INCH LOGO CAP.
 DM1157'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 DM1157
 DM1157                          STATION RECOVERY (1997)
 DM1157
 DM1157'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1105 ***********************************************************************
 DM1105  DESIGNATION -  J 308
 DM1105  PID         -  DM1105
 DM1105  STATE/COUNTY-  AR/LITTLE RIVER
 DM1105  USGS QUAD   -  FOREMAN (1975)
 DM1105
 DM1105                         *CURRENT SURVEY CONTROL
 DM1105  ___________________________________________________________________
 DM1105* NAD 83(1986)-  33 43 43.     (N)    094 27 43.     (W)     SCALED    
 DM1105* NAVD 88     -       119.703  (meters)     392.73   (feet)  ADJUSTED  
 DM1105  ___________________________________________________________________
 DM1105  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DM1105  DYNAMIC HT  -         119.579 (meters)     392.32  (feet)  COMP
 DM1105  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 DM1105
 DM1105  VERT ORDER  -  FIRST     CLASS II
 DM1105
 DM1105.The horizontal coordinates were scaled from a topographic map and have
 DM1105.an estimated accuracy of +/- 6 seconds.
 DM1105
 DM1105.The orthometric height was determined by differential leveling
 DM1105.and adjusted by the National Geodetic Survey in June 1991..
 DM1105
 DM1105.The geoid height was determined by GEOID03.
 DM1105
 DM1105.The dynamic height is computed by dividing the NAVD 88
 DM1105.geopotential number by the normal gravity value computed on the
 DM1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1105.degrees latitude (g = 980.6199 gals.).
 DM1105
 DM1105.The modeled gravity was interpolated from observed gravity values.
 DM1105
 DM1105;                    North         East    Units  Estimated Accuracy
 DM1105;SPC AR S     -   520,530.      171,870.      MT  (+/- 180 meters Scaled)
 DM1105
 DM1105                          SUPERSEDED SURVEY CONTROL
 DM1105
 DM1105.No superseded survey control is available for this station.
 DM1105
 DM1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT645330(NAD 83)
 DM1105_MARKER: I = METAL ROD
 DM1105_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1105+WITH SETTING: INFORMATION.
 DM1105_SP_SET: SHALLOW-SET METAL ROD
 DM1105_STAMPING: J 308 1986
 DM1105_MARK LOGO: NGS   
 DM1105_PROJECTION: FLUSH
 DM1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1105_ROD/PIPE-DEPTH: 1.9  meters
 DM1105
 DM1105  HISTORY     - Date     Condition        Report By
 DM1105  HISTORY     - 1986     MONUMENTED       NGS
 DM1105
 DM1105                          STATION DESCRIPTION
 DM1105
 DM1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1105'6.7 KM (4.15 MI) WEST FROM FOREMAN.
 DM1105'6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST
 DM1105'JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN, AT A SHARP CURVE IN THE
 DM1105'HIGHWAY, 13.0 M (42.7 FT) SOUTHEAST OF A FENCE CORNER, 9.3 M (30.5 FT)
 DM1105'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT)
 DM1105'SOUTHEAST OF A UTILITY POLE AND LINE CROSSING THE HIGHWAY.
 DM1105'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1105'THE MARK IS 1.1 METERS  SW FROM  A WITNESS POST AND FENCE
 DM1105'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0915 ***********************************************************************
 GG0915  DESIGNATION -  J 309
 GG0915  PID         -  GG0915
 GG0915  STATE/COUNTY-  AR/BENTON
 GG0915  USGS QUAD   -  SPRINGDALE (1994)
 GG0915
 GG0915                         *CURRENT SURVEY CONTROL
 GG0915  ___________________________________________________________________
 GG0915* NAD 83(1986)-  36 14 21.     (N)    094 07 41.     (W)     SCALED    
 GG0915* NAVD 88     -       407.690  (meters)    1337.56   (feet)  ADJUSTED  
 GG0915  ___________________________________________________________________
 GG0915  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GG0915  DYNAMIC HT  -         407.327 (meters)    1336.37  (feet)  COMP
 GG0915  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 GG0915
 GG0915  VERT ORDER  -  FIRST     CLASS II
 GG0915
 GG0915.The horizontal coordinates were scaled from a topographic map and have
 GG0915.an estimated accuracy of +/- 6 seconds.
 GG0915
 GG0915.The orthometric height was determined by differential leveling
 GG0915.and adjusted by the National Geodetic Survey in June 1991..
 GG0915
 GG0915.The geoid height was determined by GEOID03.
 GG0915
 GG0915.The dynamic height is computed by dividing the NAVD 88
 GG0915.geopotential number by the normal gravity value computed on the
 GG0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0915.degrees latitude (g = 980.6199 gals.).
 GG0915
 GG0915.The modeled gravity was interpolated from observed gravity values.
 GG0915
 GG0915;                    North         East    Units  Estimated Accuracy
 GG0915;SPC AR N     -   213,510.      208,720.      MT  (+/- 180 meters Scaled)
 GG0915
 GG0915                          SUPERSEDED SURVEY CONTROL
 GG0915
 GG0915  NGVD 29 (10/05/93)  407.534  (m)         1337.05   (f) ADJUSTED    1 2
 GG0915
 GG0915.Superseded values are not recommended for survey control.
 GG0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0915.See file dsdata.txt to determine how the superseded data were derived.
 GG0915
 GG0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA986110(NAD 83)
 GG0915_MARKER: I = METAL ROD
 GG0915_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0915+WITH SETTING: INFORMATION.
 GG0915_SP_SET: METAL ROD DRIVEN INTO GROUND
 GG0915_STAMPING: J 309 1989
 GG0915_MARK LOGO: NGS   
 GG0915_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0915+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0915
 GG0915  HISTORY     - Date     Condition        Report By
 GG0915  HISTORY     - 1989     MONUMENTED       NGS
 GG0915
 GG0915                          STATION DESCRIPTION
 GG0915
 GG0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0915'2.1 KM (1.30 MI) SOUTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD
 GG0915'FROM ITS JUNCTION WITH MCCLURE AVENUE IN LOWELL, A METAL ROD DRIVEN
 GG0915'TO REFUSAL AT 1.3 M AND FLUSH WITH GROUND, 16.9 M (55.4 FT) SOUTH OF
 GG0915'THE CENTER OF APPLE BLOSSOM AVENUE, 12.7 M (41.7 FT) EAST OF THE NEAR
 GG0915'RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT)
 GG0915'WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 GG0915'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0207 ***********************************************************************
 GG0207  DESIGNATION -  J 31
 GG0207  PID         -  GG0207
 GG0207  STATE/COUNTY-  AR/BENTON
 GG0207  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0207
 GG0207                         *CURRENT SURVEY CONTROL
 GG0207  ___________________________________________________________________
 GG0207* NAD 83(1986)-  36 10 51.     (N)    094 31 59.     (W)     SCALED    
 GG0207* NAVD 88     -       352.699  (meters)    1157.15   (feet)  ADJUSTED  
 GG0207  ___________________________________________________________________
 GG0207  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GG0207  DYNAMIC HT  -         352.388 (meters)    1156.13  (feet)  COMP
 GG0207  MODELED GRAV-     979,739.8   (mgal)                       NAVD 88
 GG0207
 GG0207  VERT ORDER  -  SECOND    CLASS 0
 GG0207
 GG0207.The horizontal coordinates were scaled from a topographic map and have
 GG0207.an estimated accuracy of +/- 6 seconds.
 GG0207
 GG0207.The orthometric height was determined by differential leveling
 GG0207.and adjusted by the National Geodetic Survey in June 1991..
 GG0207
 GG0207.The geoid height was determined by GEOID03.
 GG0207
 GG0207.The dynamic height is computed by dividing the NAVD 88
 GG0207.geopotential number by the normal gravity value computed on the
 GG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0207.degrees latitude (g = 980.6199 gals.).
 GG0207
 GG0207.The modeled gravity was interpolated from observed gravity values.
 GG0207
 GG0207;                    North         East    Units  Estimated Accuracy
 GG0207;SPC AR N     -   207,900.      172,160.      MT  (+/- 180 meters Scaled)
 GG0207
 GG0207                          SUPERSEDED SURVEY CONTROL
 GG0207
 GG0207  NGVD 29 (??/??/92)  352.562  (m)         1156.70   (f) ADJ UNCH    2 0
 GG0207
 GG0207.Superseded values are not recommended for survey control.
 GG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0207.See file dsdata.txt to determine how the superseded data were derived.
 GG0207
 GG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA621050(NAD 83)
 GG0207_MARKER: DB = BENCH MARK DISK
 GG0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0207_SP_SET: WALL
 GG0207_STAMPING: J-31 1934
 GG0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0207
 GG0207  HISTORY     - Date     Condition        Report By
 GG0207  HISTORY     - 1934     MONUMENTED       CGS
 GG0207  HISTORY     - 1971     GOOD             NGS
 GG0207  HISTORY     - 1987     GOOD             USPSQD
 GG0207  HISTORY     - 1988     GOOD             USPSQD
 GG0207
 GG0207                          STATION DESCRIPTION
 GG0207
 GG0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0207'AT SILOAM SPRINGS KCS RR DEPOT.
 GG0207'AT SILOAM SPRINGS K.C.S. RR DEPOT.  EAST WALL OF KANSAS CITY
 GG0207'SOUTHERN RAILROAD DEPOT.  10 FEET LEFT OF WHITE WAITING ROOM
 GG0207'DOOR.  4 FEET ABOVE THE FLOOR.
 GG0207
 GG0207                          STATION RECOVERY (1971)
 GG0207
 GG0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GG0207'RECOVERED IN GOOD CONDITION.
 GG0207
 GG0207                          STATION RECOVERY (1987)
 GG0207
 GG0207'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWT)
 GG0207'RECOVERED IN GOOD CONDITION.
 GG0207
 GG0207                          STATION RECOVERY (1988)
 GG0207
 GG0207'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 GG0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1103 ***********************************************************************
 DM1103  DESIGNATION -  J 310
 DM1103  PID         -  DM1103
 DM1103  STATE/COUNTY-  AR/LITTLE RIVER
 DM1103  USGS QUAD   -  FOREMAN (1975)
 DM1103
 DM1103                         *CURRENT SURVEY CONTROL
 DM1103  ___________________________________________________________________
 DM1103* NAD 83(1986)-  33 43 24.     (N)    094 25 05.     (W)     SCALED    
 DM1103* NAVD 88     -       132.537  (meters)     434.83   (feet)  ADJUSTED  
 DM1103  ___________________________________________________________________
 DM1103  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DM1103  DYNAMIC HT  -         132.400 (meters)     434.38  (feet)  COMP
 DM1103  MODELED GRAV-     979,601.7   (mgal)                       NAVD 88
 DM1103
 DM1103  VERT ORDER  -  FIRST     CLASS II
 DM1103
 DM1103.The horizontal coordinates were scaled from a topographic map and have
 DM1103.an estimated accuracy of +/- 6 seconds.
 DM1103
 DM1103.The orthometric height was determined by differential leveling
 DM1103.and adjusted by the National Geodetic Survey in June 1991..
 DM1103
 DM1103.The geoid height was determined by GEOID03.
 DM1103
 DM1103.The dynamic height is computed by dividing the NAVD 88
 DM1103.geopotential number by the normal gravity value computed on the
 DM1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1103.degrees latitude (g = 980.6199 gals.).
 DM1103
 DM1103.The modeled gravity was interpolated from observed gravity values.
 DM1103
 DM1103;                    North         East    Units  Estimated Accuracy
 DM1103;SPC AR S     -   519,840.      175,920.      MT  (+/- 180 meters Scaled)
 DM1103
 DM1103                          SUPERSEDED SURVEY CONTROL
 DM1103
 DM1103.No superseded survey control is available for this station.
 DM1103
 DM1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT686323(NAD 83)
 DM1103_MARKER: I = METAL ROD
 DM1103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1103_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1103_STAMPING: J 310 1986
 DM1103_MARK LOGO: NGS   
 DM1103_PROJECTION: FLUSH
 DM1103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1103+STABILITY: POSITION/ELEVATION WELL
 DM1103_ROD/PIPE-DEPTH: 13.4 meters
 DM1103_SLEEVE-DEPTH  : 12.2 meters
 DM1103
 DM1103  HISTORY     - Date     Condition        Report By
 DM1103  HISTORY     - 1986     MONUMENTED       NGS
 DM1103
 DM1103                          STATION DESCRIPTION
 DM1103
 DM1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1103'2.5 KM (1.55 MI) WEST FROM FOREMAN.
 DM1103'2.5 KM (1.55 MI) WESTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST
 DM1103'JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN, 38.2 M (125.3 FT) NORTH OF
 DM1103'THE CENTER OF THE HIGHWAY, 13.1 M (43.0 FT) NORTH OF THE NEAR RAIL OF
 DM1103'THE BURLINGTON NORTHERN RAILROAD, 10.8 M (35.4 FT) WEST OF THE CENTER
 DM1103'OF A TRACK ROAD, AND 4.2 M (13.8 FT) WEST-SOUTHWEST OF A UTILITY POLE.
 DM1103'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1103'THE MARK IS 1.8 METERS  S FROM  A WITNESS POST AND FENCE
 DM1103'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1203 ***********************************************************************
 FH1203  DESIGNATION -  J 311
 FH1203  PID         -  FH1203
 FH1203  STATE/COUNTY-  AR/CRAWFORD
 FH1203  USGS QUAD   -  VAN BUREN (1997)
 FH1203
 FH1203                         *CURRENT SURVEY CONTROL
 FH1203  ___________________________________________________________________
 FH1203* NAD 83(1986)-  35 27 26.     (N)    094 19 35.     (W)     SCALED    
 FH1203* NAVD 88     -       148.580  (meters)     487.47   (feet)  ADJUSTED  
 FH1203  ___________________________________________________________________
 FH1203  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FH1203  DYNAMIC HT  -         148.440 (meters)     487.01  (feet)  COMP
 FH1203  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 FH1203
 FH1203  VERT ORDER  -  FIRST     CLASS II
 FH1203
 FH1203.The horizontal coordinates were scaled from a topographic map and have
 FH1203.an estimated accuracy of +/- 6 seconds.
 FH1203
 FH1203.The orthometric height was determined by differential leveling
 FH1203.and adjusted by the National Geodetic Survey in June 1991..
 FH1203
 FH1203.The geoid height was determined by GEOID03.
 FH1203
 FH1203.The dynamic height is computed by dividing the NAVD 88
 FH1203.geopotential number by the normal gravity value computed on the
 FH1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1203.degrees latitude (g = 980.6199 gals.).
 FH1203
 FH1203.The modeled gravity was interpolated from observed gravity values.
 FH1203
 FH1203;                    North         East    Units  Estimated Accuracy
 FH1203;SPC AR N     -   127,180.      188,850.      MT  (+/- 180 meters Scaled)
 FH1203
 FH1203                          SUPERSEDED SURVEY CONTROL
 FH1203
 FH1203  NGVD 29 (10/05/93)  148.487  (m)          487.16   (f) ADJUSTED    1 2
 FH1203
 FH1203.Superseded values are not recommended for survey control.
 FH1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1203.See file dsdata.txt to determine how the superseded data were derived.
 FH1203
 FH1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV796245(NAD 83)
 FH1203_MARKER: DV = VERTICAL CONTROL DISK
 FH1203_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH1203_SP_SET: PIER
 FH1203_STAMPING: J 311 1989
 FH1203_MARK LOGO: NGS   
 FH1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1203+STABILITY: POSITION/ELEVATION WELL
 FH1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1203+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1203
 FH1203  HISTORY     - Date     Condition        Report By
 FH1203  HISTORY     - 1989     MONUMENTED       NGS
 FH1203  HISTORY     - 20050108 GOOD             GEOCAC
 FH1203
 FH1203                          STATION DESCRIPTION
 FH1203
 FH1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1203'IN VAN BUREN, AT THE INTERSECTION OF INTERSTATE HIGHWAY 40 AND
 FH1203'POINTER TRAIL ROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST
 FH1203'NORTHERLY 1 OF 4 COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT
 FH1203'OF THE EASTBOUND HIGHWAY OVERPASS OF THE ROAD, 6.9 M (22.6 FT) NORTH
 FH1203'OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 5.2 M (17.1 FT)
 FH1203'EAST OF THE CENTER OF THE ROAD, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF
 FH1203'THE ROAD.
 FH1203
 FH1203                          STATION RECOVERY (2005)
 FH1203
 FH1203'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FH1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1226 ***********************************************************************
 FH1226  DESIGNATION -  J 312
 FH1226  PID         -  FH1226
 FH1226  STATE/COUNTY-  AR/CRAWFORD
 FH1226  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1226
 FH1226                         *CURRENT SURVEY CONTROL
 FH1226  ___________________________________________________________________
 FH1226* NAD 83(1986)-  35 41 24.     (N)    094 08 54.     (W)     SCALED    
 FH1226* NAVD 88     -       437.816  (meters)    1436.40   (feet)  ADJUSTED  
 FH1226  ___________________________________________________________________
 FH1226  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FH1226  DYNAMIC HT  -         437.399 (meters)    1435.03  (feet)  COMP
 FH1226  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 FH1226
 FH1226  VERT ORDER  -  FIRST     CLASS II
 FH1226
 FH1226.The horizontal coordinates were scaled from a topographic map and have
 FH1226.an estimated accuracy of +/- 6 seconds.
 FH1226
 FH1226.The orthometric height was determined by differential leveling
 FH1226.and adjusted by the National Geodetic Survey in June 1991..
 FH1226
 FH1226.The geoid height was determined by GEOID03.
 FH1226
 FH1226.The dynamic height is computed by dividing the NAVD 88
 FH1226.geopotential number by the normal gravity value computed on the
 FH1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1226.degrees latitude (g = 980.6199 gals.).
 FH1226
 FH1226.The modeled gravity was interpolated from observed gravity values.
 FH1226
 FH1226;                    North         East    Units  Estimated Accuracy
 FH1226;SPC AR N     -   152,630.      205,570.      MT  (+/- 180 meters Scaled)
 FH1226
 FH1226                          SUPERSEDED SURVEY CONTROL
 FH1226
 FH1226  NGVD 29 (10/05/93)  437.673  (m)         1435.93   (f) ADJUSTED    1 2
 FH1226
 FH1226.Superseded values are not recommended for survey control.
 FH1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1226.See file dsdata.txt to determine how the superseded data were derived.
 FH1226
 FH1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV960501(NAD 83)
 FH1226_MARKER: DV = VERTICAL CONTROL DISK
 FH1226_SETTING: 66 = SET IN ROCK OUTCROP
 FH1226_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1226_STAMPING: J 312 1989
 FH1226_MARK LOGO: NGS   
 FH1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1226+STABILITY: POSITION/ELEVATION WELL
 FH1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1226+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1226
 FH1226  HISTORY     - Date     Condition        Report By
 FH1226  HISTORY     - 1989     MONUMENTED       NGS
 FH1226
 FH1226                          STATION DESCRIPTION
 FH1226
 FH1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1226'6.8 KM (4.25 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1226'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, SET VERTICALLY IN
 FH1226'THE EAST FACE OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 35.0 M
 FH1226'(114.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING NORTHWEST, 21.0
 FH1226'M (68.9 FT) SOUTH OF THE NORTH END OF THE EXPOSED BEDROCK, 19.0 M
 FH1226'(62.3 FT) SOUTH OF THE SOUTHWEST CORNER OF A LOG CABIN, 13.6 M (44.6
 FH1226'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) ABOVE
 FH1226'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1260 ***********************************************************************
 GE1260  DESIGNATION -  J 313
 GE1260  PID         -  GE1260
 GE1260  STATE/COUNTY-  AR/FULTON
 GE1260  USGS QUAD   -  WIRTH (1968)
 GE1260
 GE1260                         *CURRENT SURVEY CONTROL
 GE1260  ___________________________________________________________________
 GE1260* NAD 83(1986)-  36 22 31.     (N)    091 29 11.     (W)     SCALED    
 GE1260* NAVD 88     -       183.178  (meters)     600.98   (feet)  ADJUSTED  
 GE1260  ___________________________________________________________________
 GE1260  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GE1260  DYNAMIC HT  -         183.025 (meters)     600.47  (feet)  COMP
 GE1260  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 GE1260
 GE1260  VERT ORDER  -  FIRST     CLASS II
 GE1260
 GE1260.The horizontal coordinates were scaled from a topographic map and have
 GE1260.an estimated accuracy of +/- 6 seconds.
 GE1260
 GE1260.The orthometric height was determined by differential leveling
 GE1260.and adjusted by the National Geodetic Survey in January 1995..
 GE1260
 GE1260.The geoid height was determined by GEOID03.
 GE1260
 GE1260.The dynamic height is computed by dividing the NAVD 88
 GE1260.geopotential number by the normal gravity value computed on the
 GE1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1260.degrees latitude (g = 980.6199 gals.).
 GE1260
 GE1260.The modeled gravity was interpolated from observed gravity values.
 GE1260
 GE1260;                    North         East    Units  Estimated Accuracy
 GE1260;SPC AR N     -   226,670.      446,090.      MT  (+/- 180 meters Scaled)
 GE1260
 GE1260                          SUPERSEDED SURVEY CONTROL
 GE1260
 GE1260  NGVD 29 (10/05/93)  183.063  (m)          600.60   (f) ADJUSTED    1 2
 GE1260
 GE1260.Superseded values are not recommended for survey control.
 GE1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1260.See file dsdata.txt to determine how the superseded data were derived.
 GE1260
 GE1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA357266(NAD 83)
 GE1260_MARKER: DV = VERTICAL CONTROL DISK
 GE1260_SETTING: 66 = SET IN ROCK OUTCROP
 GE1260_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1260_STAMPING: J 313 1990
 GE1260_MARK LOGO: NGS   
 GE1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1260+STABILITY: POSITION/ELEVATION WELL
 GE1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1260+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1260
 GE1260  HISTORY     - Date     Condition        Report By
 GE1260  HISTORY     - 1990     MONUMENTED       NGS
 GE1260
 GE1260                          STATION DESCRIPTION
 GE1260
 GE1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1260'8.5 KM (5.30 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1260'U.S. HIGHWAY 62 IN HARDY, IN A 3 BY 5-FOOT AREA OF OUTCROPPING
 GE1260'BEDROCK, 10.1 M (33.1 FT) WEST-SOUTHWEST OF AND LEVEL WITH THE
 GE1260'HIGHWAY CENTERLINE, 8.3 M (27.2 FT) EAST-NORTHEAST OF A FENCE, AND
 GE1260'0.8 M (2.6 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2178 ***********************************************************************
 FF2178  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2178  DESIGNATION -  J 314
 FF2178  PID         -  FF2178
 FF2178  STATE/COUNTY-  AR/POINSETT
 FF2178  USGS QUAD   -  TYRONZA (1974)
 FF2178
 FF2178                         *CURRENT SURVEY CONTROL
 FF2178  ___________________________________________________________________
 FF2178* NAD 83(1997)-  35 27 10.99453(N)    090 18 51.20553(W)     ADJUSTED  
 FF2178* NAVD 88     -        67.48   (meters)     221.4    (feet)  GPS OBS   
 FF2178  ___________________________________________________________________
 FF2178  X           -     -28,525.944 (meters)                     COMP
 FF2178  Y           -  -5,201,388.322 (meters)                     COMP
 FF2178  Z           -   3,678,949.399 (meters)                     COMP
 FF2178  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 FF2178  ELLIP HEIGHT-          39.79  (meters)          (05/31/05) GPS OBS
 FF2178  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF2178  DYNAMIC HT  -          67.42  (meters)     221.2   (feet)  COMP
 FF2178  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 FF2178
 FF2178  HORZ ORDER  -  FIRST
 FF2178  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF2178  ELLP ORDER  -  FOURTH    CLASS II
 FF2178
 FF2178.The horizontal coordinates were established by GPS observations
 FF2178.and adjusted by the National Geodetic Survey in May 2005..
 FF2178
 FF2178.The orthometric height was determined by GPS observations and a
 FF2178.high-resolution geoid model using precise GPS observation and
 FF2178.processing techniques. It supersedes the leveled height previously
 FF2178.determined for this station.
 FF2178.WARNING-GPS observations at this control monument resulted in a GPS
 FF2178.derived orthometric height which differed from the leveled height by
 FF2178.more than one decimeter (0.1 meter).
 FF2178.The vertical order pertains to the first NAVD 88 superseded value.
 FF2178
 FF2178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2178
 FF2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2178
 FF2178.The ellipsoidal height was determined by GPS observations
 FF2178.and is referenced to NAD 83.
 FF2178
 FF2178.The geoid height was determined by GEOID03.
 FF2178
 FF2178.The dynamic height is computed by dividing the NAVD 88
 FF2178.geopotential number by the normal gravity value computed on the
 FF2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2178.degrees latitude (g = 980.6199 gals.).
 FF2178
 FF2178.The modeled gravity was interpolated from observed gravity values.
 FF2178
 FF2178;                    North         East     Units Scale Factor Converg.
 FF2178;SPC AR N     -   125,533.205   553,021.513   MT  0.99993854   +0 58 51.4
 FF2178;SPC AR N     -   411,853.52  1,814,371.41   sFT  0.99993854   +0 58 51.4
 FF2178;UTM  15      - 3,926,602.101   743,752.462   MT  1.00033226   +1 33 31.0
 FF2178
 FF2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2178!SPC AR N     -   0.99999375  x   0.99993854  =   0.99993230
 FF2178!UTM  15      -   0.99999375  x   1.00033226  =   1.00032601
 FF2178
 FF2178                          SUPERSEDED SURVEY CONTROL
 FF2178
 FF2178  NAVD 88 (01/31/95)   67.381  (m)          221.07   (f) ADJUSTED    1 2
 FF2178  NGVD 29 (10/05/93)   67.347  (m)          220.95   (f) ADJUSTED    1 2
 FF2178
 FF2178.Superseded values are not recommended for survey control.
 FF2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2178.See file dsdata.txt to determine how the superseded data were derived.
 FF2178
 FF2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4375226602(NAD 83)
 FF2178_MARKER: I = METAL ROD
 FF2178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2178_SP_SET: STAINLESS STEEL ROD
 FF2178_STAMPING: J 314 1990
 FF2178_MARK LOGO: NGS   
 FF2178_PROJECTION: FLUSH
 FF2178_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2178+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 FF2178_ROD/PIPE-DEPTH: 15.5 meters
 FF2178
 FF2178  HISTORY     - Date     Condition        Report By
 FF2178  HISTORY     - 1990     MONUMENTED       NGS
 FF2178  HISTORY     - 20021016 GOOD             USACE
 FF2178  HISTORY     - 20030722 GOOD             EMC
 FF2178
 FF2178                          STATION DESCRIPTION
 FF2178
 FF2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2178'5.3 KM (3.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 FF2178'STATE HIGHWAY 118 IN TYRONZA, IN THE MEDIAN OF THE HIGHWAY, 14.8 M
 FF2178'(48.6 FT) NORTHWEST OF THE CENTER OF A CROSSOVER, 9.3 M (30.5 FT)
 FF2178'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF
 FF2178'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
 FF2178'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2178
 FF2178                          STATION RECOVERY (2002)
 FF2178
 FF2178'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2178'RECOVERED IN GOOD CONDITION.
 FF2178
 FF2178                          STATION RECOVERY (2003)
 FF2178
 FF2178'RECOVERY NOTE BY EMC ENGINEERING SERV INC 2003 (MG)
 FF2178'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2203 ***********************************************************************
 FF2203  DESIGNATION -  J 315
 FF2203  PID         -  FF2203
 FF2203  STATE/COUNTY-  AR/CRAIGHEAD
 FF2203  USGS QUAD   -  HERMAN (1980)
 FF2203
 FF2203                         *CURRENT SURVEY CONTROL
 FF2203  ___________________________________________________________________
 FF2203* NAD 83(1986)-  35 52 21.     (N)    090 47 01.     (W)     SCALED    
 FF2203* NAVD 88     -       106.201  (meters)     348.43   (feet)  ADJUSTED  
 FF2203  ___________________________________________________________________
 FF2203  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF2203  DYNAMIC HT  -         106.111 (meters)     348.13  (feet)  COMP
 FF2203  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 FF2203
 FF2203  VERT ORDER  -  FIRST     CLASS II
 FF2203
 FF2203.The horizontal coordinates were scaled from a topographic map and have
 FF2203.an estimated accuracy of +/- 6 seconds.
 FF2203
 FF2203.The orthometric height was determined by differential leveling
 FF2203.and adjusted by the National Geodetic Survey in January 1995..
 FF2203
 FF2203.The geoid height was determined by GEOID03.
 FF2203
 FF2203.The dynamic height is computed by dividing the NAVD 88
 FF2203.geopotential number by the normal gravity value computed on the
 FF2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2203.degrees latitude (g = 980.6199 gals.).
 FF2203
 FF2203.The modeled gravity was interpolated from observed gravity values.
 FF2203
 FF2203;                    North         East    Units  Estimated Accuracy
 FF2203;SPC AR N     -   171,440.      509,840.      MT  (+/- 180 meters Scaled)
 FF2203
 FF2203                          SUPERSEDED SURVEY CONTROL
 FF2203
 FF2203  NGVD 29 (10/05/93)  106.118  (m)          348.16   (f) ADJUSTED    1 2
 FF2203
 FF2203.Superseded values are not recommended for survey control.
 FF2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2203.See file dsdata.txt to determine how the superseded data were derived.
 FF2203
 FF2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV000720(NAD 83)
 FF2203_MARKER: I = METAL ROD
 FF2203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2203_SP_SET: STAINLESS STEEL ROD
 FF2203_STAMPING: J 315 1990
 FF2203_MARK LOGO: NGS   
 FF2203_PROJECTION: FLUSH
 FF2203_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2203+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FF2203_ROD/PIPE-DEPTH: 4.0  meters
 FF2203
 FF2203  HISTORY     - Date     Condition        Report By
 FF2203  HISTORY     - 1990     MONUMENTED       NGS
 FF2203  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF2203
 FF2203                          STATION DESCRIPTION
 FF2203
 FF2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2203'4.5 KM (2.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF2203'IN BONO, 16.6 M (54.5 FT) WEST OF THE HIGHWAY CENTERLINE, 14.3 M
 FF2203'(46.9 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO FLOYDS
 FF2203'PAINT AND BODY SHOP, 8.5 M (27.9 FT) NORTH OF A UTILITY POLE, 0.9 M
 FF2203'(3.0 FT) BELOW THE LEVEL OF THE DRIVEWAY, AND 0.3 M (1.0 FT) EAST OF
 FF2203'A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FF2203'LOGO CAP.
 FF2203
 FF2203                          STATION RECOVERY (2002)
 FF2203
 FF2203'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2203'NEW FOUR LANE HWY. CONSTRUCTION APPEARS TO HAVE DESTROYED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1229 ***********************************************************************
 GE1229  DESIGNATION -  J 316
 GE1229  PID         -  GE1229
 GE1229  STATE/COUNTY-  AR/LAWRENCE
 GE1229  USGS QUAD   -  IMBODEN (1981)
 GE1229
 GE1229                         *CURRENT SURVEY CONTROL
 GE1229  ___________________________________________________________________
 GE1229* NAD 83(1986)-  36 12 14.     (N)    091 11 25.     (W)     SCALED    
 GE1229* NAVD 88     -        91.288  (meters)     299.50   (feet)  ADJUSTED  
 GE1229  ___________________________________________________________________
 GE1229  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GE1229  DYNAMIC HT  -          91.213 (meters)     299.25  (feet)  COMP
 GE1229  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 GE1229
 GE1229  VERT ORDER  -  FIRST     CLASS II
 GE1229
 GE1229.The horizontal coordinates were scaled from a topographic map and have
 GE1229.an estimated accuracy of +/- 6 seconds.
 GE1229
 GE1229.The orthometric height was determined by differential leveling
 GE1229.and adjusted by the National Geodetic Survey in January 1995..
 GE1229
 GE1229.The geoid height was determined by GEOID03.
 GE1229
 GE1229.The dynamic height is computed by dividing the NAVD 88
 GE1229.geopotential number by the normal gravity value computed on the
 GE1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1229.degrees latitude (g = 980.6199 gals.).
 GE1229
 GE1229.The modeled gravity was interpolated from observed gravity values.
 GE1229
 GE1229;                    North         East    Units  Estimated Accuracy
 GE1229;SPC AR N     -   207,830.      472,820.      MT  (+/- 180 meters Scaled)
 GE1229
 GE1229                          SUPERSEDED SURVEY CONTROL
 GE1229
 GE1229  NGVD 29 (10/05/93)   91.192  (m)          299.19   (f) ADJUSTED    1 2
 GE1229
 GE1229.Superseded values are not recommended for survey control.
 GE1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1229.See file dsdata.txt to determine how the superseded data were derived.
 GE1229
 GE1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA626080(NAD 83)
 GE1229_MARKER: I = METAL ROD
 GE1229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1229_SP_SET: STAINLESS STEEL ROD
 GE1229_STAMPING: J 316 1990
 GE1229_MARK LOGO: NGS   
 GE1229_PROJECTION: FLUSH
 GE1229_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1229+STABILITY: POSITION/ELEVATION WELL
 GE1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1229+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1229_ROD/PIPE-DEPTH: 4.8  meters
 GE1229
 GE1229  HISTORY     - Date     Condition        Report By
 GE1229  HISTORY     - 1990     MONUMENTED       NGS
 GE1229  HISTORY     - 20021026 GOOD             USACE
 GE1229
 GE1229                          STATION DESCRIPTION
 GE1229
 GE1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1229'1.4 KM (0.85 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1229'U.S. HIGHWAY 62 IN IMBODEN, 19.4 M (63.6 FT) EAST OF THE CENTER OF A
 GE1229'GATE AND FIELD ENTRANCE, 16.8 M (55.1 FT) NORTH OF THE HIGHWAY
 GE1229'CENTERLINE, 14.4 M (47.2 FT) EAST OF A UTILITY POLE WITH 2 GUY WIRES,
 GE1229'0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 GE1229'SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS
 GE1229'THROUGH A 5-INCH LOGO CAP.
 GE1229
 GE1229                          STATION RECOVERY (2002)
 GE1229
 GE1229'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0105 ***********************************************************************
 GE0105  DESIGNATION -  J 32
 GE0105  PID         -  GE0105
 GE0105  STATE/COUNTY-  AR/GREENE
 GE0105  USGS QUAD   -  MARMADUKE (1992)
 GE0105
 GE0105                         *CURRENT SURVEY CONTROL
 GE0105  ___________________________________________________________________
 GE0105* NAD 83(1986)-  36 08 37.     (N)    090 24 57.     (W)     SCALED    
 GE0105* NAVD 88     -        82.379  (meters)     270.27   (feet)  ADJUSTED  
 GE0105  ___________________________________________________________________
 GE0105  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0105  DYNAMIC HT  -          82.312 (meters)     270.05  (feet)  COMP
 GE0105  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 GE0105
 GE0105  VERT ORDER  -  FIRST     CLASS II
 GE0105
 GE0105.The horizontal coordinates were scaled from a topographic map and have
 GE0105.an estimated accuracy of +/- 6 seconds.
 GE0105
 GE0105.The orthometric height was determined by differential leveling
 GE0105.and adjusted by the National Geodetic Survey in June 1991..
 GE0105
 GE0105.The geoid height was determined by GEOID03.
 GE0105
 GE0105.The dynamic height is computed by dividing the NAVD 88
 GE0105.geopotential number by the normal gravity value computed on the
 GE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0105.degrees latitude (g = 980.6199 gals.).
 GE0105
 GE0105.The modeled gravity was interpolated from observed gravity values.
 GE0105
 GE0105;                    North         East    Units  Estimated Accuracy
 GE0105;SPC AR N     -   201,990.      542,570.      MT  (+/- 180 meters Scaled)
 GE0105
 GE0105                          SUPERSEDED SURVEY CONTROL
 GE0105
 GE0105  NGVD 29 (??/??/92)   82.372  (m)          270.25   (f) ADJ UNCH    1 2
 GE0105
 GE0105.Superseded values are not recommended for survey control.
 GE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0105.See file dsdata.txt to determine how the superseded data were derived.
 GE0105
 GE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA325029(NAD 83)
 GE0105_MARKER: DB = BENCH MARK DISK
 GE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0105_STAMPING: J 32 1933
 GE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0105+STABILITY: SURFACE MOTION
 GE0105
 GE0105  HISTORY     - Date     Condition        Report By
 GE0105  HISTORY     - 1933     MONUMENTED       CGS
 GE0105  HISTORY     - 1956     GOOD             NGS
 GE0105  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0105
 GE0105                          STATION DESCRIPTION
 GE0105
 GE0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0105'3.4 MI SW FROM MARMADUKE.
 GE0105'ABOUT 3.45 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0105'RAILWAY FROM THE STATION AT MARMADUKE, ABOUT 0.3 MILE SOUTHWEST
 GE0105'OF MILE POLE 96, AT AN EAST-WEST GRAVEL ROAD CROSSING, 44 FEET
 GE0105'NORTHWEST OF NORTHWEST RAIL, 37 FEET NORTH OF CENTER LINE OF
 GE0105'GRAVEL ROAD, 34 1/2 FEET SOUTHEAST OF CENTER LINE OF STATE
 GE0105'HIGHWAY 1, 76 FEET EAST OF CENTER OF INTERSECTION OF HIGHWAY
 GE0105'AND ROAD, ABOUT 67 YARDS SOUTHEAST AND ACROSS HIGHWAY FROM
 GE0105'THE SOUTH CORNER OF UNION CENTRAL CHURCH OF CHRIST, 3 FEET
 GE0105'SOUTHEAST OF A FENCE LINE, ABOUT 5 FEET BELOW LEVEL OF TRACK
 GE0105'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 GE0105
 GE0105                          STATION RECOVERY (2002)
 GE0105
 GE0105'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0055 ***********************************************************************
 FF0055  DESIGNATION -  J 33
 FF0055  PID         -  FF0055
 FF0055  STATE/COUNTY-  AR/MISSISSIPPI
 FF0055  USGS QUAD   -  MANILA NORTH (1983)
 FF0055
 FF0055                         *CURRENT SURVEY CONTROL
 FF0055  ___________________________________________________________________
 FF0055* NAD 83(1986)-  35 52 43.     (N)    090 09 58.     (W)     SCALED    
 FF0055* NAVD 88     -        74.111  (meters)     243.15   (feet)  ADJUSTED  
 FF0055  ___________________________________________________________________
 FF0055  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FF0055  DYNAMIC HT  -          74.048 (meters)     242.94  (feet)  COMP
 FF0055  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 FF0055
 FF0055  VERT ORDER  -  FIRST     CLASS II
 FF0055
 FF0055.The horizontal coordinates were scaled from a topographic map and have
 FF0055.an estimated accuracy of +/- 6 seconds.
 FF0055
 FF0055.The orthometric height was determined by differential leveling
 FF0055.and adjusted by the National Geodetic Survey in June 1991..
 FF0055.WARNING-Repeat measurements at this control monument indicate possible
 FF0055.vertical movement.
 FF0055
 FF0055.The geoid height was determined by GEOID03.
 FF0055
 FF0055.The dynamic height is computed by dividing the NAVD 88
 FF0055.geopotential number by the normal gravity value computed on the
 FF0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0055.degrees latitude (g = 980.6199 gals.).
 FF0055
 FF0055.The modeled gravity was interpolated from observed gravity values.
 FF0055
 FF0055;                    North         East    Units  Estimated Accuracy
 FF0055;SPC AR N     -   172,980.      565,590.      MT  (+/- 180 meters Scaled)
 FF0055
 FF0055                          SUPERSEDED SURVEY CONTROL
 FF0055
 FF0055  NGVD 29 (??/??/??)   74.101  (m)          243.11   (f) ADJUSTED    1 2
 FF0055
 FF0055.Superseded values are not recommended for survey control.
 FF0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0055.See file dsdata.txt to determine how the superseded data were derived.
 FF0055
 FF0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV558741(NAD 83)
 FF0055_MARKER: DB = BENCH MARK DISK
 FF0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0055_STAMPING: J 33 1933
 FF0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0055+STABILITY: SURFACE MOTION
 FF0055
 FF0055  HISTORY     - Date     Condition        Report By
 FF0055  HISTORY     - 1933     MONUMENTED       CGS
 FF0055  HISTORY     - 1956     GOOD             CGS
 FF0055  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FF0055
 FF0055                          STATION DESCRIPTION
 FF0055
 FF0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0055'AT MANILA.
 FF0055'AT MANILA, ABOUT 135 YARDS EAST OF THE CITY WATER TOWER, ALONG
 FF0055'THE ST. LOUIS-SAN FRANCISCO RAILWAY, AT THE CROSSING OF MAIN
 FF0055'STREET (STATE HIGHWAY 18), 22 FEET SOUTH OF SOUTH RAIL OF MAIN
 FF0055'TRACK, 19 FEET NORTH OF NORTH RAIL OF A SIDING, 51 FEET EAST OF
 FF0055'CENTER LINE OF MAIN STREET, 81 FEET EAST AND ACROSS MAIN STREET
 FF0055'FROM THE NORTHEAST CORNER OF STATION, 81 1/2 FEET EAST AND ACROSS
 FF0055'MAIN STREET FROM THE SOUTHEAST CORNER OF STATION, 32 FEET EAST
 FF0055'OF A CROSSING SIGN, 59 FEET SOUTH-SOUTHWEST AND ACROSS MAIN
 FF0055'TRACK FROM TELEPHONE POLE NO. 647, 1 FOOT NORTH OF A WHITE WOODEN
 FF0055'WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK AND SET IN
 FF0055'THE TOP OF A CONCRETE POST ABOUT 1 INCH UNDERGROUND.
 FF0055
 FF0055                          STATION RECOVERY (1987)
 FF0055
 FF0055'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0105 ***********************************************************************
 GG0105  DESIGNATION -  J 34
 GG0105  PID         -  GG0105
 GG0105  STATE/COUNTY-  AR/BENTON
 GG0105  USGS QUAD   -  CENTERTON (1982)
 GG0105
 GG0105                         *CURRENT SURVEY CONTROL
 GG0105  ___________________________________________________________________
 GG0105* NAD 83(1986)-  36 21 29.     (N)    094 17 06.     (W)     SCALED    
 GG0105* NAVD 88     -       384.134  (meters)    1260.28   (feet)  ADJUSTED  
 GG0105  ___________________________________________________________________
 GG0105  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GG0105  DYNAMIC HT  -         383.799 (meters)    1259.18  (feet)  COMP
 GG0105  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 GG0105
 GG0105  VERT ORDER  -  SECOND    CLASS 0
 GG0105
 GG0105.The horizontal coordinates were scaled from a topographic map and have
 GG0105.an estimated accuracy of +/- 6 seconds.
 GG0105
 GG0105.The orthometric height was determined by differential leveling
 GG0105.and adjusted by the National Geodetic Survey in June 1991..
 GG0105
 GG0105.The geoid height was determined by GEOID03.
 GG0105
 GG0105.The dynamic height is computed by dividing the NAVD 88
 GG0105.geopotential number by the normal gravity value computed on the
 GG0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0105.degrees latitude (g = 980.6199 gals.).
 GG0105
 GG0105.The modeled gravity was interpolated from observed gravity values.
 GG0105
 GG0105;                    North         East    Units  Estimated Accuracy
 GG0105;SPC AR N     -   227,020.      194,920.      MT  (+/- 180 meters Scaled)
 GG0105
 GG0105                          SUPERSEDED SURVEY CONTROL
 GG0105
 GG0105  NGVD 29 (??/??/92)  383.996  (m)         1259.83   (f) ADJ UNCH    2 0
 GG0105
 GG0105.Superseded values are not recommended for survey control.
 GG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0105.See file dsdata.txt to determine how the superseded data were derived.
 GG0105
 GG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA847244(NAD 83)
 GG0105_MARKER: DB = BENCH MARK DISK
 GG0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0105_SP_SET: BRIDGE
 GG0105_STAMPING: J 34 1934
 GG0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0105
 GG0105  HISTORY     - Date     Condition        Report By
 GG0105  HISTORY     - 1934     MONUMENTED       CGS
 GG0105  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0105
 GG0105                          STATION DESCRIPTION
 GG0105
 GG0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0105'AT CENTERTON.
 GG0105'AT CENTERTON, BENTON COUNTY, 170 FEET NORTHWEST OF THE ST.
 GG0105'LOUIS-SAN FRANCISCO RAILWAY STATION, 60 FEET NORTH OF THE TRACK,
 GG0105'ON STATE HIGHWAY 102, AND IN THE TOP OF A CONCRETE HEADWALL.
 GG0105'A STANDARD DISK, STAMPED J 34 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0076 ***********************************************************************
 GF0076  DESIGNATION -  J 36
 GF0076  PID         -  GF0076
 GF0076  STATE/COUNTY-  AR/BAXTER
 GF0076  USGS QUAD   -  MIDWAY (1981)
 GF0076
 GF0076                         *CURRENT SURVEY CONTROL
 GF0076  ___________________________________________________________________
 GF0076* NAD 83(1986)-  36 28 46.     (N)    092 28 55.     (W)     SCALED    
 GF0076* NAVD 88     -       366.502  (meters)    1202.43   (feet)  ADJUSTED  
 GF0076  ___________________________________________________________________
 GF0076  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GF0076  DYNAMIC HT  -         366.193 (meters)    1201.42  (feet)  COMP
 GF0076  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 GF0076
 GF0076  VERT ORDER  -  SECOND    CLASS 0
 GF0076
 GF0076.The horizontal coordinates were scaled from a topographic map and have
 GF0076.an estimated accuracy of +/- 6 seconds.
 GF0076
 GF0076.The orthometric height was determined by differential leveling
 GF0076.and adjusted by the National Geodetic Survey in June 1991..
 GF0076
 GF0076.The geoid height was determined by GEOID03.
 GF0076
 GF0076.The dynamic height is computed by dividing the NAVD 88
 GF0076.geopotential number by the normal gravity value computed on the
 GF0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0076.degrees latitude (g = 980.6199 gals.).
 GF0076
 GF0076.The modeled gravity was interpolated from observed gravity values.
 GF0076
 GF0076;                    North         East    Units  Estimated Accuracy
 GF0076;SPC AR N     -   238,210.      356,810.      MT  (+/- 180 meters Scaled)
 GF0076
 GF0076                          SUPERSEDED SURVEY CONTROL
 GF0076
 GF0076  NGVD 29 (??/??/92)  366.378  (m)         1202.03   (f) ADJ UNCH    2 0
 GF0076
 GF0076.Superseded values are not recommended for survey control.
 GF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0076.See file dsdata.txt to determine how the superseded data were derived.
 GF0076
 GF0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA464372(NAD 83)
 GF0076_MARKER: DB = BENCH MARK DISK
 GF0076_SETTING: 66 = SET IN ROCK OUTCROP
 GF0076_SP_SET: ROCK OUTCROP
 GF0076_STAMPING: J-36 1934
 GF0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0076+STABILITY: POSITION/ELEVATION WELL
 GF0076
 GF0076  HISTORY     - Date     Condition        Report By
 GF0076  HISTORY     - 1934     MONUMENTED       CGS
 GF0076  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0076
 GF0076                          STATION DESCRIPTION
 GF0076
 GF0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0076'2.6 MI N FROM THREE BROTHERS.
 GF0076'280 FEET NORTHWEST OF NORTH END OF GUARD FENCE AT CUT, AT AN
 GF0076'OLD ROAD SOUTHWEST, 72 FEET SOUTHWEST OF HIGHWAY CENTERLINE,
 GF0076'26 FEET SOUTHEAST OF CENTERLINE OF DIM ROAD, 10 FEET NORTHEAST OF
 GF0076'OAK TREE AT FOOT OF LIMESTONE OUT-CROP.  STANDARD TABLET STAMPED
 GF0076'J-36, 1934
 GF0076
 GF0076                          STATION RECOVERY (1965)
 GF0076
 GF0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0100 ***********************************************************************
 GF0100  DESIGNATION -  J 38
 GF0100  PID         -  GF0100
 GF0100  STATE/COUNTY-  AR/BAXTER
 GF0100  USGS QUAD   -  GAMALIEL (1965)
 GF0100
 GF0100                         *CURRENT SURVEY CONTROL
 GF0100  ___________________________________________________________________
 GF0100* NAD 83(1986)-  36 22 49.     (N)    092 13 39.     (W)     SCALED    
 GF0100* NAVD 88     -       205.178  (meters)     673.15   (feet)  ADJUSTED  
 GF0100  ___________________________________________________________________
 GF0100  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GF0100  DYNAMIC HT  -         205.005 (meters)     672.59  (feet)  COMP
 GF0100  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GF0100
 GF0100  VERT ORDER  -  SECOND    CLASS 0
 GF0100
 GF0100.The horizontal coordinates were scaled from a topographic map and have
 GF0100.an estimated accuracy of +/- 6 seconds.
 GF0100
 GF0100.The orthometric height was determined by differential leveling
 GF0100.and adjusted by the National Geodetic Survey in June 1991..
 GF0100
 GF0100.The geoid height was determined by GEOID03.
 GF0100
 GF0100.The dynamic height is computed by dividing the NAVD 88
 GF0100.geopotential number by the normal gravity value computed on the
 GF0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0100.degrees latitude (g = 980.6199 gals.).
 GF0100
 GF0100.The modeled gravity was interpolated from observed gravity values.
 GF0100
 GF0100;                    North         East    Units  Estimated Accuracy
 GF0100;SPC AR N     -   227,130.      379,590.      MT  (+/- 180 meters Scaled)
 GF0100
 GF0100                          SUPERSEDED SURVEY CONTROL
 GF0100
 GF0100  NGVD 29 (??/??/92)  205.065  (m)          672.78   (f) ADJ UNCH    2 0
 GF0100
 GF0100.Superseded values are not recommended for survey control.
 GF0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0100.See file dsdata.txt to determine how the superseded data were derived.
 GF0100
 GF0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA692264(NAD 83)
 GF0100_MARKER: DB = BENCH MARK DISK
 GF0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0100_STAMPING: J-38 1934
 GF0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0100+STABILITY: SURFACE MOTION
 GF0100
 GF0100  HISTORY     - Date     Condition        Report By
 GF0100  HISTORY     - 1934     MONUMENTED       CGS
 GF0100  HISTORY     - 1964     GOOD             USGS
 GF0100
 GF0100                          STATION DESCRIPTION
 GF0100
 GF0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0100'2.4 MI E FROM HENDERSON.
 GF0100'2.4 MILES EAST OF ALONG U.S. HWY 62 FROM POST OFFICE AT JACK
 GF0100'STEWARTS FILLING STATION AND TOURIST CAMP, 74.3 FEET NORTHEAST
 GF0100'OF NORTHEAST CORNER OF FILLING STATION, 47.5 FEET SOUTHEAST OF
 GF0100'CENTERLINE OF HIGHWAY, 14.5 FEET SOUTH OF CEDAR TREE 0.5 FT.
 GF0100'IN DIAMETER AND ON THE FENCE LINE, 2 FEET NORTHWEST OF FENCE
 GF0100'LINE.  TABLET SET IN TOP OF CONCRETE POST.
 GF0100
 GF0100                          STATION RECOVERY (1964)
 GF0100
 GF0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GF0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0060 ***********************************************************************
 GF0060  DESIGNATION -  J 39
 GF0060  PID         -  GF0060
 GF0060  STATE/COUNTY-  AR/BAXTER
 GF0060  USGS QUAD   -  NORFORK DAM SOUTH (1981)
 GF0060
 GF0060                         *CURRENT SURVEY CONTROL
 GF0060  ___________________________________________________________________
 GF0060* NAD 83(1986)-  36 09 50.     (N)    092 14 14.     (W)     SCALED    
 GF0060* NAVD 88     -       116.470  (meters)     382.12   (feet)  ADJUSTED  
 GF0060  ___________________________________________________________________
 GF0060  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GF0060  DYNAMIC HT  -         116.369 (meters)     381.79  (feet)  COMP
 GF0060  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 GF0060
 GF0060  VERT ORDER  -  SECOND    CLASS 0
 GF0060
 GF0060.The horizontal coordinates were scaled from a topographic map and have
 GF0060.an estimated accuracy of +/- 6 seconds.
 GF0060
 GF0060.The orthometric height was determined by differential leveling
 GF0060.and adjusted by the National Geodetic Survey in June 1991..
 GF0060
 GF0060.The geoid height was determined by GEOID03.
 GF0060
 GF0060.The dynamic height is computed by dividing the NAVD 88
 GF0060.geopotential number by the normal gravity value computed on the
 GF0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0060.degrees latitude (g = 980.6199 gals.).
 GF0060
 GF0060.The modeled gravity was interpolated from observed gravity values.
 GF0060
 GF0060;                    North         East    Units  Estimated Accuracy
 GF0060;SPC AR N     -   203,120.      378,660.      MT  (+/- 180 meters Scaled)
 GF0060
 GF0060                          SUPERSEDED SURVEY CONTROL
 GF0060
 GF0060  NGVD 29 (??/??/92)  116.365  (m)          381.77   (f) ADJ UNCH    2 0
 GF0060
 GF0060.Superseded values are not recommended for survey control.
 GF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0060.See file dsdata.txt to determine how the superseded data were derived.
 GF0060
 GF0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA686023(NAD 83)
 GF0060_MARKER: DB = BENCH MARK DISK
 GF0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0060_SP_SET: BRIDGE
 GF0060_STAMPING: J-39 1934
 GF0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0060
 GF0060  HISTORY     - Date     Condition        Report By
 GF0060  HISTORY     - 1934     MONUMENTED       CGS
 GF0060
 GF0060                          STATION DESCRIPTION
 GF0060
 GF0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0060'7.8 MI SE FROM NORFORK.
 GF0060'AT RAILROAD BRIDGE 77 AND POLE 349-18, IN TOP OF THE SOUTH END OF
 GF0060'THE WEST WINGWALL OF BRIDGE, 8 FEET SOUTH OF MISSOURI PACIFIC
 GF0060'R.R. CENTERLINE.  TABLET SET IN TOP OF A CONCRETE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0023 ***********************************************************************
 FF0023  DESIGNATION -  J 4
 FF0023  PID         -  FF0023
 FF0023  STATE/COUNTY-  AR/POINSETT
 FF0023  USGS QUAD   -  MARKED TREE (1983)
 FF0023
 FF0023                         *CURRENT SURVEY CONTROL
 FF0023  ___________________________________________________________________
 FF0023* NAD 83(1986)-  35 31 39.     (N)    090 24 49.     (W)     SCALED    
 FF0023* NAVD 88     -        66.258  (meters)     217.38   (feet)  ADJUSTED  
 FF0023  ___________________________________________________________________
 FF0023  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0023  DYNAMIC HT  -          66.199 (meters)     217.19  (feet)  COMP
 FF0023  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 FF0023
 FF0023  VERT ORDER  -  FIRST     CLASS II
 FF0023
 FF0023.The horizontal coordinates were scaled from a topographic map and have
 FF0023.an estimated accuracy of +/- 6 seconds.
 FF0023
 FF0023.The orthometric height was determined by differential leveling
 FF0023.and adjusted by the National Geodetic Survey in June 1991..
 FF0023
 FF0023.The geoid height was determined by GEOID03.
 FF0023
 FF0023.The dynamic height is computed by dividing the NAVD 88
 FF0023.geopotential number by the normal gravity value computed on the
 FF0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0023.degrees latitude (g = 980.6199 gals.).
 FF0023
 FF0023.The modeled gravity was interpolated from observed gravity values.
 FF0023
 FF0023;                    North         East    Units  Estimated Accuracy
 FF0023;SPC AR N     -   133,640.      543,870.      MT  (+/- 180 meters Scaled)
 FF0023
 FF0023                          SUPERSEDED SURVEY CONTROL
 FF0023
 FF0023  NGVD 29 (??/??/??)   66.202  (m)          217.20   (f) ADJUSTED    1 2
 FF0023
 FF0023.Superseded values are not recommended for survey control.
 FF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0023.See file dsdata.txt to determine how the superseded data were derived.
 FF0023
 FF0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV345346(NAD 83)
 FF0023_MARKER: DB = BENCH MARK DISK
 FF0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0023_STAMPING: 217.198 J 4 1928
 FF0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0023+STABILITY: SURFACE MOTION
 FF0023
 FF0023  HISTORY     - Date     Condition        Report By
 FF0023  HISTORY     - 1928     MONUMENTED       CGS
 FF0023  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0023
 FF0023                          STATION DESCRIPTION
 FF0023
 FF0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0023'0.7 MI SE FROM MARKED TREE.
 FF0023'ABOUT 0.7 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0023'FROM THE STATION AT MARKED TREE, POINSETT COUNTY, ABOUT 120 FEET
 FF0023'NORTHWEST OF THE WEST END OF BRIDGE 448.1, BETWEEN POLES 447+36
 FF0023'AND 448+00, OPPOSITE THE FROG OF THE SWITCH OF A SIDING NORTHEAST
 FF0023'OF THE MAIN TRACK, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN
 FF0023'TRACK, 7 FEET NORTHEAST OF A ROW OF POLES AND ABOUT 12 FEET LOWER
 FF0023'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 217.198 J 4
 FF0023'1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 FF0023'INCHES ABOVE GROUND.  NOTE-- THE TRACKS HAVE RECENTLY BEEN RAISED
 FF0023'AND SURROUNDING AREA FILLED IN.  IT IS PROBABLE THAT THE MARK IS
 FF0023'STILL INTACT, HOWEVER, IT IS PROBABLY BURIED ABOUT 4 FEET
 FF0023'UNDERGROUND AND THE REMAINING REFERENCES DO NOT JUSTIFY DIGGING
 FF0023'FOR MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0796 ***********************************************************************
 FG0796  DESIGNATION -  J 4
 FG0796  PID         -  FG0796
 FG0796  STATE/COUNTY-  AR/NEWTON
 FG0796  USGS QUAD   -  PARTHENON (1980)
 FG0796
 FG0796                         *CURRENT SURVEY CONTROL
 FG0796  ___________________________________________________________________
 FG0796* NAD 83(1986)-  35 57 11.     (N)    093 14 30.     (W)     SCALED    
 FG0796* NAVD 88     -       282.015  (meters)     925.24   (feet)  ADJUSTED  
 FG0796  ___________________________________________________________________
 FG0796  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FG0796  DYNAMIC HT  -         281.752 (meters)     924.38  (feet)  COMP
 FG0796  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 FG0796
 FG0796  VERT ORDER  -  SECOND    CLASS 0
 FG0796
 FG0796.The horizontal coordinates were scaled from a topographic map and have
 FG0796.an estimated accuracy of +/- 6 seconds.
 FG0796
 FG0796.The orthometric height was determined by differential leveling
 FG0796.and adjusted by the National Geodetic Survey in June 1991..
 FG0796
 FG0796.The geoid height was determined by GEOID03.
 FG0796
 FG0796.The dynamic height is computed by dividing the NAVD 88
 FG0796.geopotential number by the normal gravity value computed on the
 FG0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0796.degrees latitude (g = 980.6199 gals.).
 FG0796
 FG0796.The modeled gravity was interpolated from observed gravity values.
 FG0796
 FG0796;                    North         East    Units  Estimated Accuracy
 FG0796;SPC AR N     -   180,400.      287,990.      MT  (+/- 180 meters Scaled)
 FG0796
 FG0796                          SUPERSEDED SURVEY CONTROL
 FG0796
 FG0796  NGVD 29 (??/??/92)  281.917  (m)          924.92   (f) ADJ UNCH    2 0
 FG0796
 FG0796.Superseded values are not recommended for survey control.
 FG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0796.See file dsdata.txt to determine how the superseded data were derived.
 FG0796
 FG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV782787(NAD 83)
 FG0796_MARKER: DD = SURVEY DISK
 FG0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0796_STAMPING: J 4 1933 ELEV. 926
 FG0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0796+STABILITY: SURFACE MOTION
 FG0796
 FG0796  HISTORY     - Date     Condition        Report By
 FG0796  HISTORY     - 1933     MONUMENTED       USGS
 FG0796
 FG0796                          STATION DESCRIPTION
 FG0796
 FG0796'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 FG0796'IN PARTHENON.
 FG0796'AT PARTHENON, NEWTON COUNTY, 105 FEET NORTHWEST OF THE NORTHWEST
 FG0796'CORNER OF THE POST OFFICE, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FG0796'OF A BRIDGE, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED J 4
 FG0796'1933 ELEV. 926 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0589 ***********************************************************************
 GE0589  DESIGNATION -  J 40 RESET
 GE0589  PID         -  GE0589
 GE0589  STATE/COUNTY-  AR/FULTON
 GE0589  USGS QUAD   -  AGNOS (1981)
 GE0589
 GE0589                         *CURRENT SURVEY CONTROL
 GE0589  ___________________________________________________________________
 GE0589* NAD 83(1986)-  36 16 56.     (N)    091 42 05.     (W)     SCALED    
 GE0589* NAVD 88     -       228.095  (meters)     748.34   (feet)  ADJUSTED  
 GE0589  ___________________________________________________________________
 GE0589  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0589  DYNAMIC HT  -         227.902 (meters)     747.71  (feet)  COMP
 GE0589  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GE0589
 GE0589  VERT ORDER  -  SECOND    CLASS 0
 GE0589
 GE0589.The horizontal coordinates were scaled from a topographic map and have
 GE0589.an estimated accuracy of +/- 6 seconds.
 GE0589
 GE0589.The orthometric height was determined by differential leveling
 GE0589.and adjusted by the National Geodetic Survey in June 1991..
 GE0589
 GE0589.The geoid height was determined by GEOID03.
 GE0589
 GE0589.The dynamic height is computed by dividing the NAVD 88
 GE0589.geopotential number by the normal gravity value computed on the
 GE0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0589.degrees latitude (g = 980.6199 gals.).
 GE0589
 GE0589.The modeled gravity was interpolated from observed gravity values.
 GE0589
 GE0589;                    North         East    Units  Estimated Accuracy
 GE0589;SPC AR N     -   216,260.      426,830.      MT  (+/- 180 meters Scaled)
 GE0589
 GE0589                          SUPERSEDED SURVEY CONTROL
 GE0589
 GE0589  NGVD 29 (??/??/92)  227.982  (m)          747.97   (f) ADJ UNCH    2 0
 GE0589
 GE0589.Superseded values are not recommended for survey control.
 GE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0589.See file dsdata.txt to determine how the superseded data were derived.
 GE0589
 GE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA166160(NAD 83)
 GE0589_MARKER: DB = BENCH MARK DISK
 GE0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0589_STAMPING: J 40 1934 RESET 1955
 GE0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0589+STABILITY: SURFACE MOTION
 GE0589
 GE0589  HISTORY     - Date     Condition        Report By
 GE0589  HISTORY     - 1955     MONUMENTED       CGS
 GE0589
 GE0589                          STATION DESCRIPTION
 GE0589
 GE0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0589'7.9 MI NW FROM ASH FLAT.
 GE0589'IN FULTON COUNTY, 7.9 MILES NORTHWEST OF ASH FLAT, SHARP COUNTY.
 GE0589'THIS BENCH MARK MAY BE REACHED FROM THE HIGH SCHOOL BY GOING
 GE0589'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11, THENCE 7.0 MILES
 GE0589'NORTHWEST ALONG U.S. HIGHWAY 62.  IT IS 1.0 MILE SOUTHEAST OF
 GE0589'BENCH MARK H 40 RESET DESCRIBED ABOVE, ACROSS THE HIGHWAY FROM A
 GE0589'WHITE HOUSE, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GE0589'28 FEET EAST OF A POWER POLE, 2.7 FEET NORTHEAST OF A FENCE, AND
 GE0589'2.7 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 GE0589'STAMPED J 40 1934 RESET 1955 AND SET IN THE TOP OF A CONCRETE
 GE0589'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0297 ***********************************************************************
 GE0297  DESIGNATION -  J 41
 GE0297  PID         -  GE0297
 GE0297  STATE/COUNTY-  AR/RANDOLPH
 GE0297  USGS QUAD   -  POCAHONTAS (1981)
 GE0297
 GE0297                         *CURRENT SURVEY CONTROL
 GE0297  ___________________________________________________________________
 GE0297* NAD 83(1986)-  36 19 15.     (N)    090 57 19.     (W)     SCALED    
 GE0297* NAVD 88     -       124.064  (meters)     407.03   (feet)  ADJUSTED  
 GE0297  ___________________________________________________________________
 GE0297  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GE0297  DYNAMIC HT  -         123.964 (meters)     406.71  (feet)  COMP
 GE0297  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GE0297
 GE0297  VERT ORDER  -  SECOND    CLASS 0
 GE0297
 GE0297.The horizontal coordinates were scaled from a topographic map and have
 GE0297.an estimated accuracy of +/- 6 seconds.
 GE0297
 GE0297.The orthometric height was determined by differential leveling
 GE0297.and adjusted by the National Geodetic Survey in June 1991..
 GE0297
 GE0297.The geoid height was determined by GEOID03.
 GE0297
 GE0297.The dynamic height is computed by dividing the NAVD 88
 GE0297.geopotential number by the normal gravity value computed on the
 GE0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0297.degrees latitude (g = 980.6199 gals.).
 GE0297
 GE0297.The modeled gravity was interpolated from observed gravity values.
 GE0297
 GE0297;                    North         East    Units  Estimated Accuracy
 GE0297;SPC AR N     -   221,000.      493,810.      MT  (+/- 180 meters Scaled)
 GE0297
 GE0297                          SUPERSEDED SURVEY CONTROL
 GE0297
 GE0297  NGVD 29 (??/??/92)  123.997  (m)          406.81   (f) ADJ UNCH    2 0
 GE0297
 GE0297.Superseded values are not recommended for survey control.
 GE0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0297.See file dsdata.txt to determine how the superseded data were derived.
 GE0297
 GE0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA835214(NAD 83)
 GE0297_MARKER: DB = BENCH MARK DISK
 GE0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0297_STAMPING: J 41 1934
 GE0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0297+STABILITY: SURFACE MOTION
 GE0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0297+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE0297
 GE0297  HISTORY     - Date     Condition        Report By
 GE0297  HISTORY     - 1934     MONUMENTED       CGS
 GE0297  HISTORY     - 20020913 GOOD             USACE
 GE0297
 GE0297                          STATION DESCRIPTION
 GE0297
 GE0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0297'4.5 MI N FROM POCAHONTAS.
 GE0297'4.5 MILES NORTH ALONG STATE HIGHWAY 115 FROM THE COUNTY COURTHOUSE
 GE0297'AT POCAHONTAS, RANDOLPH COUNTY, 96 FEET SOUTHWEST OF THE SOUTHWEST
 GE0297'CORNER OF THE HEAD WALL OF THE 24-INCH BY 27-FOOT CONCRETE PIPE
 GE0297'HIGHWAY CULVERT, AT THE C. SKILES MAIL BOX, 71 FEET SOUTHWEST
 GE0297'OF THE SOUTH END OF A PIPE CULVERT UNDER THE DRIVEWAY LEADING
 GE0297'TO A FARMHOUSE, 40 FEET NORTHWEST OF THE CENTERLINE OF THE
 GE0297'HIGHWAY, AND 1 FOOT SOUTHEAST OF THE PROPERTY-LINE FENCE.  A
 GE0297'STANDARD DISK, STAMPED J 41 1934 AND SET IN THE TOP OF A CONCRETE
 GE0297'POST.
 GE0297
 GE0297                          STATION RECOVERY (2002)
 GE0297
 GE0297'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1547 ***********************************************************************
 FF1547  DESIGNATION -  J 42
 FF1547  PID         -  FF1547
 FF1547  STATE/COUNTY-  AR/CLEBURNE
 FF1547  USGS QUAD   -  DRASCO (1973)
 FF1547
 FF1547                         *CURRENT SURVEY CONTROL
 FF1547  ___________________________________________________________________
 FF1547* NAD 83(1986)-  35 40 03.     (N)    091 52 50.     (W)     SCALED    
 FF1547* NAVD 88     -       319.082  (meters)    1046.85   (feet)  ADJUSTED  
 FF1547  ___________________________________________________________________
 FF1547  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1547  DYNAMIC HT  -         318.792 (meters)    1045.90  (feet)  COMP
 FF1547  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 FF1547
 FF1547  VERT ORDER  -  SECOND    CLASS 0
 FF1547
 FF1547.The horizontal coordinates were scaled from a topographic map and have
 FF1547.an estimated accuracy of +/- 6 seconds.
 FF1547
 FF1547.The orthometric height was determined by differential leveling
 FF1547.and adjusted by the National Geodetic Survey in June 1991..
 FF1547
 FF1547.The geoid height was determined by GEOID03.
 FF1547
 FF1547.The dynamic height is computed by dividing the NAVD 88
 FF1547.geopotential number by the normal gravity value computed on the
 FF1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1547.degrees latitude (g = 980.6199 gals.).
 FF1547
 FF1547.The modeled gravity was interpolated from observed gravity values.
 FF1547
 FF1547;                    North         East    Units  Estimated Accuracy
 FF1547;SPC AR N     -   148,020.      410,810.      MT  (+/- 180 meters Scaled)
 FF1547
 FF1547                          SUPERSEDED SURVEY CONTROL
 FF1547
 FF1547  NGVD 29 (??/??/??)  319.003  (m)         1046.60   (f) ADJUSTED    2 0
 FF1547
 FF1547.Superseded values are not recommended for survey control.
 FF1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1547.See file dsdata.txt to determine how the superseded data were derived.
 FF1547
 FF1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV013476(NAD 83)
 FF1547_MARKER: DB = BENCH MARK DISK
 FF1547_SETTING: 66 = SET IN ROCK OUTCROP
 FF1547_SP_SET: ROCK OUTCROP
 FF1547_STAMPING: J 42 1935
 FF1547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1547+STABILITY: POSITION/ELEVATION WELL
 FF1547
 FF1547  HISTORY     - Date     Condition        Report By
 FF1547  HISTORY     - 1935     MONUMENTED       CGS
 FF1547  HISTORY     - 1951     GOOD             CGS
 FF1547  HISTORY     - 1963     MARK NOT FOUND   USGS
 FF1547
 FF1547                          STATION DESCRIPTION
 FF1547
 FF1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FF1547'5.6 MI NE FROM DRASCO.
 FF1547'5.6 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1547'AT DRASCO, 24.6 FEET SOUTHEAST OF THE SOUTH END OF A 1.5-FOOT
 FF1547'PIPE CULVERT, 24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FF1547'IN THE TOP OF A SANDSTONE OUTCROP, 1 FOOT SOUTH OF THE NORTH
 FF1547'EDGE OF THE SECOND SHELF, AND ABOUT 3 FEET HIGHER THAN THE
 FF1547'HIGHWAY.  A STANDARD DISK, STAMPED J 42 1935.
 FF1547
 FF1547                          STATION RECOVERY (1963)
 FF1547
 FF1547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FF1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1134 ***********************************************************************
 FF1134  DESIGNATION -  J 43
 FF1134  PID         -  FF1134
 FF1134  STATE/COUNTY-  AR/INDEPENDENCE
 FF1134  USGS QUAD   -  JACKSONPORT (1981)
 FF1134
 FF1134                         *CURRENT SURVEY CONTROL
 FF1134  ___________________________________________________________________
 FF1134* NAD 83(1986)-  35 40 27.     (N)    091 21 47.     (W)     SCALED    
 FF1134* NAVD 88     -        71.454  (meters)     234.43   (feet)  ADJUSTED  
 FF1134  ___________________________________________________________________
 FF1134  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF1134  DYNAMIC HT  -          71.393 (meters)     234.23  (feet)  COMP
 FF1134  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 FF1134
 FF1134  VERT ORDER  -  SECOND    CLASS 0
 FF1134
 FF1134.The horizontal coordinates were scaled from a topographic map and have
 FF1134.an estimated accuracy of +/- 6 seconds.
 FF1134
 FF1134.The orthometric height was determined by differential leveling
 FF1134.and adjusted by the National Geodetic Survey in June 1991..
 FF1134
 FF1134.The geoid height was determined by GEOID03.
 FF1134
 FF1134.The dynamic height is computed by dividing the NAVD 88
 FF1134.geopotential number by the normal gravity value computed on the
 FF1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1134.degrees latitude (g = 980.6199 gals.).
 FF1134
 FF1134.The modeled gravity was interpolated from observed gravity values.
 FF1134
 FF1134;                    North         East    Units  Estimated Accuracy
 FF1134;SPC AR N     -   148,940.      457,660.      MT  (+/- 180 meters Scaled)
 FF1134
 FF1134                          SUPERSEDED SURVEY CONTROL
 FF1134
 FF1134  NGVD 29 (??/??/??)   71.384  (m)          234.20   (f) ADJUSTED    2 0
 FF1134
 FF1134.Superseded values are not recommended for survey control.
 FF1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1134.See file dsdata.txt to determine how the superseded data were derived.
 FF1134
 FF1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV481490(NAD 83)
 FF1134_MARKER: DB = BENCH MARK DISK
 FF1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1134_STAMPING: J 43 1935
 FF1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1134+STABILITY: SURFACE MOTION
 FF1134
 FF1134  HISTORY     - Date     Condition        Report By
 FF1134  HISTORY     - 1935     MONUMENTED       CGS
 FF1134  HISTORY     - 1954     MARK NOT FOUND   CGS
 FF1134
 FF1134                          STATION DESCRIPTION
 FF1134
 FF1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1134'AT PAROQUET.
 FF1134'AT PAROQUET, INDEPENDENCE COUNTY, 49.3 FEET SOUTHWEST OF THE
 FF1134'SOUTHEAST CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, ABOUT
 FF1134'100 FEET EAST OF A ROAD CROSSING, 19.5 FEET SOUTH OF THE  CENTER
 FF1134'LINE OF THE TRACK, AND ABOUT 2.5 FEET LOWER THAN THE TOP OF
 FF1134'THE RAIL.  A STANDARD DISK, STAMPED J 43 1935 AND SET IN THE TOP
 FF1134'OF A CONCRETE POST.  NOTE-- HEAVY MAINTENANCE AT THIS LOCATION.
 FF1134
 FF1134                          STATION RECOVERY (1954)
 FF1134
 FF1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FF1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0940 ***********************************************************************
 FF0940  DESIGNATION -  J 44
 FF0940  PID         -  FF0940
 FF0940  STATE/COUNTY-  AR/LAWRENCE
 FF0940  USGS QUAD   -  STRAWBERRY (1980)
 FF0940
 FF0940                         *CURRENT SURVEY CONTROL
 FF0940  ___________________________________________________________________
 FF0940* NAD 83(1986)-  35 58 43.     (N)    091 17 56.     (W)     SCALED    
 FF0940* NAVD 88     -        98.537  (meters)     323.28   (feet)  ADJUSTED  
 FF0940  ___________________________________________________________________
 FF0940  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FF0940  DYNAMIC HT  -          98.453 (meters)     323.01  (feet)  COMP
 FF0940  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 FF0940
 FF0940  VERT ORDER  -  SECOND    CLASS 0
 FF0940
 FF0940.The horizontal coordinates were scaled from a topographic map and have
 FF0940.an estimated accuracy of +/- 6 seconds.
 FF0940
 FF0940.The orthometric height was determined by differential leveling
 FF0940.and adjusted by the National Geodetic Survey in June 1991..
 FF0940
 FF0940.The geoid height was determined by GEOID03.
 FF0940
 FF0940.The dynamic height is computed by dividing the NAVD 88
 FF0940.geopotential number by the normal gravity value computed on the
 FF0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0940.degrees latitude (g = 980.6199 gals.).
 FF0940
 FF0940.The modeled gravity was interpolated from observed gravity values.
 FF0940
 FF0940;                    North         East    Units  Estimated Accuracy
 FF0940;SPC AR N     -   182,760.      463,230.      MT  (+/- 180 meters Scaled)
 FF0940
 FF0940                          SUPERSEDED SURVEY CONTROL
 FF0940
 FF0940  NGVD 29 (??/??/??)   98.446  (m)          322.98   (f) ADJUSTED    2 0
 FF0940
 FF0940.Superseded values are not recommended for survey control.
 FF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0940.See file dsdata.txt to determine how the superseded data were derived.
 FF0940
 FF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV533829(NAD 83)
 FF0940_MARKER: DB = BENCH MARK DISK
 FF0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0940_STAMPING: J 44 1935 322.985
 FF0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0940+STABILITY: SURFACE MOTION
 FF0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0940+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002
 FF0940
 FF0940  HISTORY     - Date     Condition        Report By
 FF0940  HISTORY     - 1935     MONUMENTED       CGS
 FF0940  HISTORY     - 1949     GOOD             CGS
 FF0940  HISTORY     - 20020925 GOOD             USACE
 FF0940
 FF0940                          STATION DESCRIPTION
 FF0940
 FF0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0940'1.6 MI NE FROM STRAWBERRY.
 FF0940'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT
 FF0940'STRAWBERRY, 210 FEET SOUTHWEST OF THE DRIVEWAY LEADING TO THE
 FF0940'E. NORMAN FARMHOUSE, 39.5 FEET SOUTHEAST OF THE CENTERLINE OF
 FF0940'THE HIGHWAY, 18.5 FEET SOUTHWEST OF A FENCE CORNER, AND 1 FOOT
 FF0940'NORTHWEST OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED
 FF0940'J 44 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A METAL
 FF0940'WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 FF0940
 FF0940                          STATION RECOVERY (2002)
 FF0940
 FF0940'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0940'NO FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1303 ***********************************************************************
 FG1303  DESIGNATION -  J 45
 FG1303  PID         -  FG1303
 FG1303  STATE/COUNTY-  AR/FRANKLIN
 FG1303  USGS QUAD   -  BOONEVILLE (1983)
 FG1303
 FG1303                         *CURRENT SURVEY CONTROL
 FG1303  ___________________________________________________________________
 FG1303* NAD 83(1986)-  35 14 05.     (N)    093 55 44.     (W)     SCALED    
 FG1303* NAVD 88     -       148.552  (meters)     487.37   (feet)  ADJUSTED  
 FG1303  ___________________________________________________________________
 FG1303  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FG1303  DYNAMIC HT  -         148.409 (meters)     486.91  (feet)  COMP
 FG1303  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FG1303
 FG1303  VERT ORDER  -  SECOND    CLASS 0
 FG1303
 FG1303.The horizontal coordinates were scaled from a topographic map and have
 FG1303.an estimated accuracy of +/- 6 seconds.
 FG1303
 FG1303.The orthometric height was determined by differential leveling
 FG1303.and adjusted by the National Geodetic Survey in June 1991..
 FG1303
 FG1303.The geoid height was determined by GEOID03.
 FG1303
 FG1303.The dynamic height is computed by dividing the NAVD 88
 FG1303.geopotential number by the normal gravity value computed on the
 FG1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1303.degrees latitude (g = 980.6199 gals.).
 FG1303
 FG1303.The modeled gravity was interpolated from observed gravity values.
 FG1303
 FG1303;                    North         East    Units  Estimated Accuracy
 FG1303;SPC AR N     -   101,720.      224,440.      MT  (+/- 180 meters Scaled)
 FG1303
 FG1303                          SUPERSEDED SURVEY CONTROL
 FG1303
 FG1303  NGVD 29 (??/??/92)  148.454  (m)          487.05   (f) ADJ UNCH    2 0
 FG1303
 FG1303.Superseded values are not recommended for survey control.
 FG1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1303.See file dsdata.txt to determine how the superseded data were derived.
 FG1303
 FG1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU154994(NAD 83)
 FG1303_MARKER: DB = BENCH MARK DISK
 FG1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1303_SP_SET: CULVERT
 FG1303_STAMPING: J 45 1934
 FG1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1303
 FG1303  HISTORY     - Date     Condition        Report By
 FG1303  HISTORY     - 1934     MONUMENTED       CGS
 FG1303  HISTORY     - 1959     GOOD             NGS
 FG1303
 FG1303                          STATION DESCRIPTION
 FG1303
 FG1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1303'8.4 MI N FROM BOONEVILLE.
 FG1303'ORIGINAL DESCRIPTION-- 8.4 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE
 FG1303'COURTHOUSE AT BOONEVILLE, 0.1 MILE SOUTHWEST OF THE FARMHOUSE OF MRS.
 FG1303'EDDIE SINKLER, 300 FEET NORTHEAST OF A TENANT HOUSE, IN THE SOUTH END
 FG1303'OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 17.9
 FG1303'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.8 FOOT NORTH OF THE
 FG1303'SOUTH END OF THE HEADWALL, AND 0.4 FOOT WEST OF THE EAST EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1280 ***********************************************************************
 FG1280  DESIGNATION -  J 46
 FG1280  PID         -  FG1280
 FG1280  STATE/COUNTY-  AR/YELL
 FG1280  USGS QUAD   -  BLUE MOUNTAIN (1966)
 FG1280
 FG1280                         *CURRENT SURVEY CONTROL
 FG1280  ___________________________________________________________________
 FG1280* NAD 83(1986)-  35 07 47.     (N)    093 40 44.     (W)     SCALED    
 FG1280* NAVD 88     -       178.824  (meters)     586.69   (feet)  ADJUSTED  
 FG1280  ___________________________________________________________________
 FG1280  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FG1280  DYNAMIC HT  -         178.648 (meters)     586.11  (feet)  COMP
 FG1280  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 FG1280
 FG1280  VERT ORDER  -  SECOND    CLASS 0
 FG1280
 FG1280.The horizontal coordinates were scaled from a topographic map and have
 FG1280.an estimated accuracy of +/- 6 seconds.
 FG1280
 FG1280.The orthometric height was determined by differential leveling
 FG1280.and adjusted by the National Geodetic Survey in June 1991..
 FG1280
 FG1280.The geoid height was determined by GEOID03.
 FG1280
 FG1280.The dynamic height is computed by dividing the NAVD 88
 FG1280.geopotential number by the normal gravity value computed on the
 FG1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1280.degrees latitude (g = 980.6199 gals.).
 FG1280
 FG1280.The modeled gravity was interpolated from observed gravity values.
 FG1280
 FG1280;                    North         East    Units  Estimated Accuracy
 FG1280;SPC AR N     -    89,660.      246,990.      MT  (+/- 180 meters Scaled)
 FG1280
 FG1280                          SUPERSEDED SURVEY CONTROL
 FG1280
 FG1280  NGVD 29 (??/??/92)  178.761  (m)          586.49   (f) ADJ UNCH    2 0
 FG1280
 FG1280.Superseded values are not recommended for survey control.
 FG1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1280.See file dsdata.txt to determine how the superseded data were derived.
 FG1280
 FG1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU381876(NAD 83)
 FG1280_MARKER: DB = BENCH MARK DISK
 FG1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1280_STAMPING: J 46 1934 586.485
 FG1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1280+STABILITY: SURFACE MOTION
 FG1280
 FG1280  HISTORY     - Date     Condition        Report By
 FG1280  HISTORY     - 1934     MONUMENTED       CGS
 FG1280  HISTORY     - 1964     GOOD             NGS
 FG1280
 FG1280                          STATION DESCRIPTION
 FG1280
 FG1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FG1280'1.9 MI E FROM BLUE MOUNTAIN.
 FG1280'BLUE MOUNTAIN, 1.9 MILES EAST OF, ALONG CHICAGO, ROCK ISLAND, AND
 FG1280'PACIFIC RR, 0.4 MILE EAST OF MP 238, 47 FEET SOUTH AND 40 FEET EAST OF
 FG1280'EAST END IRON GATE, 2 FEET NORTH OF SOUTH ROW FENCE AND STANDARD STEEL
 FG1280'WITNESS SIGN.  A STANDARD NGS TABLET STAMPED J 46 1934 586.485 AND SET
 FG1280'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0048 ***********************************************************************
 FG0048  DESIGNATION -  J 48
 FG0048  PID         -  FG0048
 FG0048  STATE/COUNTY-  AR/VAN BUREN
 FG0048  USGS QUAD   -  CLINTON (1981)
 FG0048
 FG0048                         *CURRENT SURVEY CONTROL
 FG0048  ___________________________________________________________________
 FG0048* NAD 83(1986)-  35 37 29.     (N)    092 23 11.     (W)     SCALED    
 FG0048* NAVD 88     -       255.410  (meters)     837.96   (feet)  ADJUSTED  
 FG0048  ___________________________________________________________________
 FG0048  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FG0048  DYNAMIC HT  -         255.178 (meters)     837.20  (feet)  COMP
 FG0048  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FG0048
 FG0048  VERT ORDER  -  SECOND    CLASS 0
 FG0048
 FG0048.The horizontal coordinates were scaled from a topographic map and have
 FG0048.an estimated accuracy of +/- 6 seconds.
 FG0048
 FG0048.The orthometric height was determined by differential leveling
 FG0048.and adjusted by the National Geodetic Survey in June 1991..
 FG0048
 FG0048.The geoid height was determined by GEOID03.
 FG0048
 FG0048.The dynamic height is computed by dividing the NAVD 88
 FG0048.geopotential number by the normal gravity value computed on the
 FG0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0048.degrees latitude (g = 980.6199 gals.).
 FG0048
 FG0048.The modeled gravity was interpolated from observed gravity values.
 FG0048
 FG0048;                    North         East    Units  Estimated Accuracy
 FG0048;SPC AR N     -   143,340.      365,000.      MT  (+/- 180 meters Scaled)
 FG0048
 FG0048                          SUPERSEDED SURVEY CONTROL
 FG0048
 FG0048  NGVD 29 (??/??/92)  255.319  (m)          837.66   (f) ADJ UNCH    2 0
 FG0048
 FG0048.Superseded values are not recommended for survey control.
 FG0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0048.See file dsdata.txt to determine how the superseded data were derived.
 FG0048
 FG0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV555424(NAD 83)
 FG0048_MARKER: DB = BENCH MARK DISK
 FG0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0048_STAMPING: J-48 1934
 FG0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0048+STABILITY: SURFACE MOTION
 FG0048
 FG0048  HISTORY     - Date     Condition        Report By
 FG0048  HISTORY     - 1934     MONUMENTED       CGS
 FG0048  HISTORY     - 1973     MARK NOT FOUND   USGS
 FG0048
 FG0048                          STATION DESCRIPTION
 FG0048
 FG0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0048'5.4 MI W FROM SHIRLEY.
 FG0048'ABOUT 150 FEET SOUTHEAST OF SPENCER ISAACS FARM HOUSE.  75.5 FEET
 FG0048'SOUTH OF CENTERLINE OF JCT. OF HIGHWAY AND FARM ROAD.  72.1 FEET SOUTH
 FG0048'OF SOUTH END OF WOODEN HIGHWAY BRIDGE AT JCT. OF HWY. AND FARM ROAD.
 FG0048'41.9 FEET EAST OF CENTERLINE OF ST. HWY. NO. 9.  5 FEET NORTHEAST OF
 FG0048'TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
 FG0048
 FG0048                          STATION RECOVERY (1973)
 FG0048
 FG0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FG0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0352 ***********************************************************************
 FG0352  DESIGNATION -  J 49
 FG0352  PID         -  FG0352
 FG0352  STATE/COUNTY-  AR/CONWAY
 FG0352  USGS QUAD   -  MORRILTON EAST (1990)
 FG0352
 FG0352                         *CURRENT SURVEY CONTROL
 FG0352  ___________________________________________________________________
 FG0352* NAD 83(1986)-  35 12 50.     (N)    092 44 04.     (W)     SCALED    
 FG0352* NAVD 88     -       105.321  (meters)     345.54   (feet)  ADJUSTED  
 FG0352  ___________________________________________________________________
 FG0352  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FG0352  DYNAMIC HT  -         105.221 (meters)     345.21  (feet)  COMP
 FG0352  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 FG0352
 FG0352  VERT ORDER  -  SECOND    CLASS 0
 FG0352
 FG0352.The horizontal coordinates were scaled from a topographic map and have
 FG0352.an estimated accuracy of +/- 6 seconds.
 FG0352
 FG0352.The orthometric height was determined by differential leveling
 FG0352.and adjusted by the National Geodetic Survey in June 1991..
 FG0352
 FG0352.The geoid height was determined by GEOID03.
 FG0352
 FG0352.The dynamic height is computed by dividing the NAVD 88
 FG0352.geopotential number by the normal gravity value computed on the
 FG0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0352.degrees latitude (g = 980.6199 gals.).
 FG0352
 FG0352.The modeled gravity was interpolated from observed gravity values.
 FG0352
 FG0352;                    North         East    Units  Estimated Accuracy
 FG0352;SPC AR N     -    97,940.      333,130.      MT  (+/- 180 meters Scaled)
 FG0352
 FG0352                          SUPERSEDED SURVEY CONTROL
 FG0352
 FG0352  NGVD 29 (??/??/92)  105.337  (m)          345.59   (f) ADJ UNCH    2 0
 FG0352
 FG0352.Superseded values are not recommended for survey control.
 FG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0352.See file dsdata.txt to determine how the superseded data were derived.
 FG0352
 FG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU241967(NAD 83)
 FG0352_MARKER: DB = BENCH MARK DISK
 FG0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0352_STAMPING: J 49 1934
 FG0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0352+STABILITY: SURFACE MOTION
 FG0352
 FG0352  HISTORY     - Date     Condition        Report By
 FG0352  HISTORY     - 1934     MONUMENTED       CGS
 FG0352  HISTORY     - 1959     GOOD             NGS
 FG0352  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0352
 FG0352                          STATION DESCRIPTION
 FG0352
 FG0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0352'4.6 MI N FROM MORRILTON.
 FG0352'MORRILTON, 4.6 MI. N. OF ALONG STATE HWY. 95 FROM JOB.  WITH U.S. HWY
 FG0352'64.  T. 7 N., R 16 W.  NEAR COR. SEC. 29, 30, 31, 32.  35 FT. S. AND
 FG0352'35 FT. W. FROM INTERSECTION OF STATE HWY. 95 AND RD. E-W.  1.5 FT. W.
 FG0352'OF RIGHT-OF-WAY FENCE.  IN A CONC. POST.  A STD. USC AND GS TABLET
 FG0352'STAMPED J 49 1934.
 FG0352
 FG0352                          STATION RECOVERY (1984)
 FG0352
 FG0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0473 ***********************************************************************
 GF0473  DESIGNATION -  J 51
 GF0473  PID         -  GF0473
 GF0473  STATE/COUNTY-  AR/MADISON
 GF0473  USGS QUAD   -  HUNTSVILLE (1973)
 GF0473
 GF0473                         *CURRENT SURVEY CONTROL
 GF0473  ___________________________________________________________________
 GF0473* NAD 83(1986)-  36 01 12.     (N)    093 42 38.     (W)     SCALED    
 GF0473* NAVD 88     -       404.892  (meters)    1328.38   (feet)  ADJUSTED  
 GF0473  ___________________________________________________________________
 GF0473  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GF0473  DYNAMIC HT  -         404.519 (meters)    1327.16  (feet)  COMP
 GF0473  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 GF0473
 GF0473  VERT ORDER  -  SECOND    CLASS 0
 GF0473
 GF0473.The horizontal coordinates were scaled from a topographic map and have
 GF0473.an estimated accuracy of +/- 6 seconds.
 GF0473
 GF0473.The orthometric height was determined by differential leveling
 GF0473.and adjusted by the National Geodetic Survey in June 1991..
 GF0473
 GF0473.The geoid height was determined by GEOID03.
 GF0473
 GF0473.The dynamic height is computed by dividing the NAVD 88
 GF0473.geopotential number by the normal gravity value computed on the
 GF0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0473.degrees latitude (g = 980.6199 gals.).
 GF0473
 GF0473.The modeled gravity was interpolated from observed gravity values.
 GF0473
 GF0473;                    North         East    Units  Estimated Accuracy
 GF0473;SPC AR N     -   188,460.      245,820.      MT  (+/- 180 meters Scaled)
 GF0473
 GF0473                          SUPERSEDED SURVEY CONTROL
 GF0473
 GF0473  NGVD 29 (??/??/92)  404.763  (m)         1327.96   (f) ADJ UNCH    2 0
 GF0473
 GF0473.Superseded values are not recommended for survey control.
 GF0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0473.See file dsdata.txt to determine how the superseded data were derived.
 GF0473
 GF0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV359864(NAD 83)
 GF0473_MARKER: DB = BENCH MARK DISK
 GF0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0473_STAMPING: J 51 1934
 GF0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0473+STABILITY: SURFACE MOTION
 GF0473
 GF0473  HISTORY     - Date     Condition        Report By
 GF0473  HISTORY     - 1934     MONUMENTED       CGS
 GF0473  HISTORY     - 1935     GOOD             NGS
 GF0473  HISTORY     - 1973     MARK NOT FOUND   USGS
 GF0473
 GF0473                          STATION DESCRIPTION
 GF0473
 GF0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0473'5.5 MI S FROM HUNTSVILLE.
 GF0473'5.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE
 GF0473'AT HUNTSVILLE, MADISON COUNTY, 1.9 MILES NORTH OF THE BRIDGE OVER
 GF0473'HINDERSON CREEK, ON THE OUTSIDE OF A CURVE, 650 FEET SOUTH OF THE
 GF0473'FARMHOUSE OF J.A. BOATRIGHT, 42 FEET WEST OF THE CENTERLINE OF
 GF0473'THE HIGHWAY, 10.3 FEET WEST OF THE SOUTHEAST CORNER OF A FENCE,
 GF0473'AND 1.4 FEET SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED
 GF0473'J 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GF0473
 GF0473                          STATION RECOVERY (1973)
 GF0473
 GF0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GF0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1322 ***********************************************************************
 FG1322  DESIGNATION -  J 52
 FG1322  PID         -  FG1322
 FG1322  STATE/COUNTY-  AR/WASHINGTON
 FG1322  USGS QUAD   -  DURHAM (1973)
 FG1322
 FG1322                         *CURRENT SURVEY CONTROL
 FG1322  ___________________________________________________________________
 FG1322* NAD 83(1986)-  35 56 16.     (N)    093 57 59.     (W)     SCALED    
 FG1322* NAVD 88     -       382.133  (meters)    1253.71   (feet)  ADJUSTED  
 FG1322  ___________________________________________________________________
 FG1322  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG1322  DYNAMIC HT  -         381.781 (meters)    1252.56  (feet)  COMP
 FG1322  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FG1322
 FG1322  VERT ORDER  -  SECOND    CLASS 0
 FG1322
 FG1322.The horizontal coordinates were scaled from a topographic map and have
 FG1322.an estimated accuracy of +/- 6 seconds.
 FG1322
 FG1322.The orthometric height was determined by differential leveling
 FG1322.and adjusted by the National Geodetic Survey in June 1991..
 FG1322
 FG1322.The geoid height was determined by GEOID03.
 FG1322
 FG1322.The dynamic height is computed by dividing the NAVD 88
 FG1322.geopotential number by the normal gravity value computed on the
 FG1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1322.degrees latitude (g = 980.6199 gals.).
 FG1322
 FG1322.The modeled gravity was interpolated from observed gravity values.
 FG1322
 FG1322;                    North         East    Units  Estimated Accuracy
 FG1322;SPC AR N     -   179,770.      222,580.      MT  (+/- 180 meters Scaled)
 FG1322
 FG1322                          SUPERSEDED SURVEY CONTROL
 FG1322
 FG1322  NGVD 29 (??/??/92)  381.987  (m)         1253.24   (f) ADJ UNCH    2 0
 FG1322
 FG1322.Superseded values are not recommended for survey control.
 FG1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1322.See file dsdata.txt to determine how the superseded data were derived.
 FG1322
 FG1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV128774(NAD 83)
 FG1322_MARKER: DB = BENCH MARK DISK
 FG1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1322_STAMPING: J 52 1934
 FG1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1322+STABILITY: SURFACE MOTION
 FG1322
 FG1322  HISTORY     - Date     Condition        Report By
 FG1322  HISTORY     - 1934     MONUMENTED       CGS
 FG1322  HISTORY     - 1960     GOOD             NGS
 FG1322  HISTORY     - 19850315 MARK NOT FOUND   USGS
 FG1322  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 FG1322
 FG1322                          STATION DESCRIPTION
 FG1322
 FG1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1322'1.1 MI SE FROM DURHAM.
 FG1322'ABOUT 1.1 MILES SOUTHEAST OF DURHAM, AT AN OLD ABANDONED CROSSING OF A
 FG1322'ROAD AND RAILROAD, ABOUT 225 FEET NORTHEAST OF THE CENTERLINE OF THE
 FG1322'HIGHWAY AND ABOUT 48 FEET EAST-NORTHEAST OF THREE TREES THAT ARE AT
 FG1322'THE SOUTHWEST CORNER OF AN OPEN PASTURE.  TABLET SET IN A PRECAST
 FG1322'CONCRETE POST.
 FG1322
 FG1322                          STATION RECOVERY (1985)
 FG1322
 FG1322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JLD)
 FG1322'MARK NOT FOUND.
 FG1322
 FG1322                          STATION RECOVERY (1998)
 FG1322
 FG1322'RECOVERY NOTE BY US POWER SQUADRON 1998
 FG1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0201 ***********************************************************************
 EJ0201  DESIGNATION -  J 53
 EJ0201  PID         -  EJ0201
 EJ0201  STATE/COUNTY-  AR/PULASKI
 EJ0201  USGS QUAD   -  MC ALMONT (1986)
 EJ0201
 EJ0201                         *CURRENT SURVEY CONTROL
 EJ0201  ___________________________________________________________________
 EJ0201* NAD 83(1986)-  34 45 45.     (N)    092 14 43.     (W)     SCALED    
 EJ0201* NAVD 88     -        77.563  (meters)     254.47   (feet)  ADJUSTED  
 EJ0201  ___________________________________________________________________
 EJ0201  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0201  DYNAMIC HT  -          77.492 (meters)     254.24  (feet)  COMP
 EJ0201  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 EJ0201
 EJ0201  VERT ORDER  -  SECOND    CLASS 0
 EJ0201
 EJ0201.The horizontal coordinates were scaled from a topographic map and have
 EJ0201.an estimated accuracy of +/- 6 seconds.
 EJ0201
 EJ0201.The orthometric height was determined by differential leveling
 EJ0201.and adjusted by the National Geodetic Survey in June 1991..
 EJ0201
 EJ0201.The geoid height was determined by GEOID03.
 EJ0201
 EJ0201.The dynamic height is computed by dividing the NAVD 88
 EJ0201.geopotential number by the normal gravity value computed on the
 EJ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0201.degrees latitude (g = 980.6199 gals.).
 EJ0201
 EJ0201.The modeled gravity was interpolated from observed gravity values.
 EJ0201
 EJ0201;                    North         East    Units  Estimated Accuracy
 EJ0201;SPC AR S     -   632,490.      377,550.      MT  (+/- 180 meters Scaled)
 EJ0201
 EJ0201                          SUPERSEDED SURVEY CONTROL
 EJ0201
 EJ0201  NGVD 29 (??/??/92)   77.609  (m)          254.62   (f) ADJ UNCH    2 0
 EJ0201
 EJ0201.Superseded values are not recommended for survey control.
 EJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0201.See file dsdata.txt to determine how the superseded data were derived.
 EJ0201
 EJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU690469(NAD 83)
 EJ0201_MARKER: DB = BENCH MARK DISK
 EJ0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0201_SP_SET: FOUNDATION
 EJ0201_STAMPING: J 53 1934
 EJ0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0201
 EJ0201  HISTORY     - Date     Condition        Report By
 EJ0201  HISTORY     - 1934     MONUMENTED       CGS
 EJ0201  HISTORY     - 1937     GOOD             ARGS
 EJ0201  HISTORY     - 1943     GOOD             NGS
 EJ0201  HISTORY     - 198503   MARK NOT FOUND   USGS
 EJ0201
 EJ0201                          STATION DESCRIPTION
 EJ0201
 EJ0201'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0201'IN NORTH LITTLE ROCK.
 EJ0201'AT NORTH LITTLE ROCK.  ABOUT 1/4 MILE EAST OF COTTON BELT JUNCTION ON
 EJ0201'THE MISSOURI PACIFIC RAILROAD AT THE AMERICAN EXCELSION CORPORATION
 EJ0201'FACTORY.  IN THE TOP OF THE EAST CORNER OF THE SOUTHEAST (NOT EAST)
 EJ0201'CONCRETE FOUNDATION OF THE WATER TANK.  A STANDARD DISK.
 EJ0201
 EJ0201                          STATION RECOVERY (1943)
 EJ0201
 EJ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EJ0201'RECOVERED IN GOOD CONDITION.
 EJ0201
 EJ0201                          STATION RECOVERY (1985)
 EJ0201
 EJ0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1680 ***********************************************************************
 EH1680  DESIGNATION -  J 54
 EH1680  PID         -  EH1680
 EH1680  STATE/COUNTY-  AR/JEFFERSON
 EH1680  USGS QUAD   -  ROB ROY (1971)
 EH1680
 EH1680                         *CURRENT SURVEY CONTROL
 EH1680  ___________________________________________________________________
 EH1680* NAD 83(1986)-  34 16 47.     (N)    091 53 52.     (W)     SCALED    
 EH1680* NAVD 88     -        63.638  (meters)     208.79   (feet)  ADJUSTED  
 EH1680  ___________________________________________________________________
 EH1680  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1680  DYNAMIC HT  -          63.576 (meters)     208.58  (feet)  COMP
 EH1680  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EH1680
 EH1680  VERT ORDER  -  SECOND    CLASS 0
 EH1680
 EH1680.The horizontal coordinates were scaled from a topographic map and have
 EH1680.an estimated accuracy of +/- 6 seconds.
 EH1680
 EH1680.The orthometric height was determined by differential leveling
 EH1680.and adjusted by the National Geodetic Survey in June 1991..
 EH1680
 EH1680.The geoid height was determined by GEOID03.
 EH1680
 EH1680.The dynamic height is computed by dividing the NAVD 88
 EH1680.geopotential number by the normal gravity value computed on the
 EH1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1680.degrees latitude (g = 980.6199 gals.).
 EH1680
 EH1680.The modeled gravity was interpolated from observed gravity values.
 EH1680
 EH1680;                    North         East    Units  Estimated Accuracy
 EH1680;SPC AR S     -   578,910.      409,410.      MT  (+/- 180 meters Scaled)
 EH1680
 EH1680                          SUPERSEDED SURVEY CONTROL
 EH1680
 EH1680  NGVD 29 (??/??/??)   63.668  (m)          208.88   (f) ADJUSTED    2 0
 EH1680
 EH1680.Superseded values are not recommended for survey control.
 EH1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1680.See file dsdata.txt to determine how the superseded data were derived.
 EH1680
 EH1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT014937(NAD 83)
 EH1680_MARKER: DB = BENCH MARK DISK
 EH1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1680_STAMPING: J 54 1934
 EH1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1680+STABILITY: SURFACE MOTION
 EH1680
 EH1680  HISTORY     - Date     Condition        Report By
 EH1680  HISTORY     - 1934     MONUMENTED       CGS
 EH1680  HISTORY     - 1940     GOOD             CGS
 EH1680  HISTORY     - 1962     GOOD             USGS
 EH1680  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1680
 EH1680                          STATION DESCRIPTION
 EH1680
 EH1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1680'IN ROB ROY.
 EH1680'BENCH MARK IS 35 FEET NORTHEAST OF THE NORTH CORNER OF THE ST. LOUIS
 EH1680'AND SOUTHWESTERN RAILROAD STATION AT ROB ROY. 100 YARDS SOUTHWEST OF
 EH1680'MILEPOST 260+5.  85 YARDS NORTHEAST OF NORTHEAST END OF WOODEN TRESTLE
 EH1680'NO. 599.  36 FEET SOUTHEAST OF CENTER LINE OF MAIN TRACK. 4 FEET
 EH1680'NORTHEAST OF POLE, 483 FEET SOUTH AND 28.6 FEET EAST OF THE CROSSING
 EH1680'OF COUNTY ROAD 53 AND ST. LOUIS SOUTHWESTERN RY, T 5 5, R 3 W.
 EH1680'STANDARD DISK IN PRECAST CONCRETE FLUSH WITH GROUND.
 EH1680
 EH1680                          STATION RECOVERY (1962)
 EH1680
 EH1680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1680'RECOVERED IN GOOD CONDITION.
 EH1680
 EH1680                          STATION RECOVERY (2003)
 EH1680
 EH1680'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0641 ***********************************************************************
 EH0641  DESIGNATION -  J 56
 EH0641  PID         -  EH0641
 EH0641  STATE/COUNTY-  AR/PHILLIPS
 EH0641  USGS QUAD   -  WATKINS CORNER (1982)
 EH0641
 EH0641                         *CURRENT SURVEY CONTROL
 EH0641  ___________________________________________________________________
 EH0641* NAD 83(1986)-  34 28 58.     (N)    090 57 21.     (W)     SCALED    
 EH0641* NAVD 88     -        54.336  (meters)     178.27   (feet)  ADJUSTED  
 EH0641  ___________________________________________________________________
 EH0641  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0641  DYNAMIC HT  -          54.283 (meters)     178.09  (feet)  COMP
 EH0641  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 EH0641
 EH0641  VERT ORDER  -  SECOND    CLASS 0
 EH0641
 EH0641.The horizontal coordinates were scaled from a topographic map and have
 EH0641.an estimated accuracy of +/- 6 seconds.
 EH0641
 EH0641.The orthometric height was determined by differential leveling
 EH0641.and adjusted by the National Geodetic Survey in August 1993..
 EH0641
 EH0641.The geoid height was determined by GEOID03.
 EH0641
 EH0641.The dynamic height is computed by dividing the NAVD 88
 EH0641.geopotential number by the normal gravity value computed on the
 EH0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0641.degrees latitude (g = 980.6199 gals.).
 EH0641
 EH0641.The modeled gravity was interpolated from observed gravity values.
 EH0641
 EH0641;                    North         East    Units  Estimated Accuracy
 EH0641;SPC AR S     -   601,920.      495,910.      MT  (+/- 180 meters Scaled)
 EH0641
 EH0641                          SUPERSEDED SURVEY CONTROL
 EH0641
 EH0641  NAVD 88 (06/15/91)   54.330  (m)          178.25   (f) UNKNOWN     2 0
 EH0641  NGVD 29 (??/??/??)   54.368  (m)          178.37   (f) ADJUSTED    2 0
 EH0641
 EH0641.Superseded values are not recommended for survey control.
 EH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0641.See file dsdata.txt to determine how the superseded data were derived.
 EH0641
 EH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU877175(NAD 83)
 EH0641_MARKER: DB = BENCH MARK DISK
 EH0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0641_STAMPING: J 56 1935
 EH0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0641+STABILITY: SURFACE MOTION
 EH0641
 EH0641  HISTORY     - Date     Condition        Report By
 EH0641  HISTORY     - 1935     MONUMENTED       CGS
 EH0641  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH0641  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0641
 EH0641                          STATION DESCRIPTION
 EH0641
 EH0641'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH0641'0.5 MI S FROM CYPERT.
 EH0641'0.5 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE JOHN L. TURNER STORE AT
 EH0641'CYPERT, PHILLIPS COUNTY, 1.0 MILE NORTH OF A SHARP CURVE, 0.4 MILE
 EH0641'NORTH OF A CONCRETE BRIDGE, 50 FEET NORTH OF THE NORTHEAST TREE OF A
 EH0641'GROVE OF PECAN TREES, 12 FEET NORTH OF THE CENTER OF AN EAST-AND-WEST
 EH0641'DIRT-ROAD CROSSING, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 EH0641'2.5 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE.  A STANDARD
 EH0641'DISK, STAMPED J 56 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EH0641
 EH0641                          STATION RECOVERY (1976)
 EH0641
 EH0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1354 ***********************************************************************
 EH1354  DESIGNATION -  J 57
 EH1354  PID         -  EH1354
 EH1354  STATE/COUNTY-  AR/ARKANSAS
 EH1354  USGS QUAD   -  DE WITT SW (1968)
 EH1354
 EH1354                         *CURRENT SURVEY CONTROL
 EH1354  ___________________________________________________________________
 EH1354* NAD 83(1986)-  34 19 39.     (N)    091 24 37.     (W)     SCALED    
 EH1354* NAVD 88     -        61.249  (meters)     200.95   (feet)  ADJUSTED  
 EH1354  ___________________________________________________________________
 EH1354  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH1354  DYNAMIC HT  -          61.190 (meters)     200.75  (feet)  COMP
 EH1354  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EH1354
 EH1354  VERT ORDER  -  FIRST     CLASS II
 EH1354
 EH1354.The horizontal coordinates were scaled from a topographic map and have
 EH1354.an estimated accuracy of +/- 6 seconds.
 EH1354
 EH1354.The orthometric height was determined by differential leveling
 EH1354.and adjusted by the National Geodetic Survey in August 1993..
 EH1354.WARNING-Repeat measurements at this control monument indicate possible
 EH1354.vertical movement.
 EH1354
 EH1354.The geoid height was determined by GEOID03.
 EH1354
 EH1354.The dynamic height is computed by dividing the NAVD 88
 EH1354.geopotential number by the normal gravity value computed on the
 EH1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1354.degrees latitude (g = 980.6199 gals.).
 EH1354
 EH1354.The modeled gravity was interpolated from observed gravity values.
 EH1354
 EH1354;                    North         East    Units  Estimated Accuracy
 EH1354;SPC AR S     -   584,360.      454,270.      MT  (+/- 180 meters Scaled)
 EH1354
 EH1354                          SUPERSEDED SURVEY CONTROL
 EH1354
 EH1354  NAVD 88 (06/15/91)   61.311  (m)          201.15   (f) UNKNOWN     1 2
 EH1354  NGVD 29 (??/??/??)   61.318  (m)          201.17   (f) ADJUSTED    1 2
 EH1354
 EH1354.Superseded values are not recommended for survey control.
 EH1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1354.See file dsdata.txt to determine how the superseded data were derived.
 EH1354
 EH1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT462996(NAD 83)
 EH1354_MARKER: DB = BENCH MARK DISK
 EH1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1354_STAMPING: J-57 1935
 EH1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1354+STABILITY: SURFACE MOTION
 EH1354
 EH1354  HISTORY     - Date     Condition        Report By
 EH1354  HISTORY     - 1935     MONUMENTED       CGS
 EH1354  HISTORY     - 1954     GOOD             CGS
 EH1354  HISTORY     - 20030521 MARK NOT FOUND   USACE
 EH1354
 EH1354                          STATION DESCRIPTION
 EH1354
 EH1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1354'5.4 MI S FROM ALMYRA.
 EH1354'5.4 MILES SOUTH OF, ALONG ST. L. AND SWN. RY. FROM STATION.  ABOUT .5
 EH1354'MILE SOUTH OF OLENA SIDING.  ABOUT 200 FEET NORTHEAST OF M.P. 250-5.
 EH1354'ABOUT 49 FEET EAST OF CENTERLINE OF ST. LOUIS SOUTHWESTERN RY. 33 FEET
 EH1354'SOUTH OF CENTERLINE OF EAST-WEST DIRT ROAD CROSSING. 15 FEET SOUTH OF
 EH1354'NORTHWEST CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1354
 EH1354                          STATION RECOVERY (1954)
 EH1354
 EH1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1354'RECOVERED IN GOOD CONDITION.
 EH1354
 EH1354                          STATION RECOVERY (2003)
 EH1354
 EH1354'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0037 ***********************************************************************
 EK0037  DESIGNATION -  J 58
 EK0037  PID         -  EK0037
 EK0037  STATE/COUNTY-  AR/POLK
 EK0037  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0037
 EK0037                         *CURRENT SURVEY CONTROL
 EK0037  ___________________________________________________________________
 EK0037* NAD 83(1986)-  34 39 59.     (N)    094 16 05.     (W)     SCALED    
 EK0037* NAVD 88     -       408.213  (meters)    1339.28   (feet)  ADJUSTED  
 EK0037  ___________________________________________________________________
 EK0037  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 EK0037  DYNAMIC HT  -         407.767 (meters)    1337.82  (feet)  COMP
 EK0037  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 EK0037
 EK0037  VERT ORDER  -  SECOND    CLASS 0
 EK0037
 EK0037.The horizontal coordinates were scaled from a topographic map and have
 EK0037.an estimated accuracy of +/- 6 seconds.
 EK0037
 EK0037.The orthometric height was determined by differential leveling
 EK0037.and adjusted by the National Geodetic Survey in June 1991..
 EK0037
 EK0037.The geoid height was determined by GEOID03.
 EK0037
 EK0037.The dynamic height is computed by dividing the NAVD 88
 EK0037.geopotential number by the normal gravity value computed on the
 EK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0037.degrees latitude (g = 980.6199 gals.).
 EK0037
 EK0037.The modeled gravity was interpolated from observed gravity values.
 EK0037
 EK0037;                    North         East    Units  Estimated Accuracy
 EK0037;SPC AR S     -   624,100.      192,140.      MT  (+/- 180 meters Scaled)
 EK0037
 EK0037                          SUPERSEDED SURVEY CONTROL
 EK0037
 EK0037  NGVD 29 (??/??/92)  408.095  (m)         1338.89   (f) ADJ UNCH    2 0
 EK0037
 EK0037.Superseded values are not recommended for survey control.
 EK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0037.See file dsdata.txt to determine how the superseded data were derived.
 EK0037
 EK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU838367(NAD 83)
 EK0037_MARKER: DB = BENCH MARK DISK
 EK0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0037_SP_SET: ABUTMENT
 EK0037_STAMPING: J-58 1934
 EK0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0037
 EK0037  HISTORY     - Date     Condition        Report By
 EK0037  HISTORY     - 1934     MONUMENTED       CGS
 EK0037  HISTORY     - 1961     GOOD             NGS
 EK0037
 EK0037                          STATION DESCRIPTION
 EK0037
 EK0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0037'3.3 MI NW FROM ACORN.
 EK0037'3.3 MILES NORTHWEST OF, ALONG K.C.S. RY. FROM SCHOOL.  BRONZE
 EK0037'TABLET IN WEST STONE ABUTMENT OF RAILROAD TRESTLE B-372, NEAR
 EK0037'EAST END OF CUT, 8 FEET NORTH OF CENTERLINE OF KANSAS CITY
 EK0037'SOUTHERN R.R. TRACK, 1 FT. BELOW TOP OF RAILS.
 EK0037
 EK0037                          STATION RECOVERY (1961)
 EK0037
 EK0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1315 ***********************************************************************
 EJ1315  DESIGNATION -  J 59
 EJ1315  PID         -  EJ1315
 EJ1315  STATE/COUNTY-  AR/GARLAND
 EJ1315  USGS QUAD   -  PEARCY (1976)
 EJ1315
 EJ1315                         *CURRENT SURVEY CONTROL
 EJ1315  ___________________________________________________________________
 EJ1315* NAD 83(1986)-  34 23 45.     (N)    093 20 59.     (W)     SCALED    
 EJ1315* NAVD 88     -       220.484  (meters)     723.37   (feet)  ADJUSTED  
 EJ1315  ___________________________________________________________________
 EJ1315  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EJ1315  DYNAMIC HT  -         220.262 (meters)     722.64  (feet)  COMP
 EJ1315  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 EJ1315
 EJ1315  VERT ORDER  -  SECOND    CLASS 0
 EJ1315
 EJ1315.The horizontal coordinates were scaled from a topographic map and have
 EJ1315.an estimated accuracy of +/- 6 seconds.
 EJ1315
 EJ1315.The orthometric height was determined by differential leveling
 EJ1315.and adjusted by the National Geodetic Survey in June 1991..
 EJ1315
 EJ1315.The geoid height was determined by GEOID03.
 EJ1315
 EJ1315.The dynamic height is computed by dividing the NAVD 88
 EJ1315.geopotential number by the normal gravity value computed on the
 EJ1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1315.degrees latitude (g = 980.6199 gals.).
 EJ1315
 EJ1315.The modeled gravity was interpolated from observed gravity values.
 EJ1315
 EJ1315;                    North         East    Units  Estimated Accuracy
 EJ1315;SPC AR S     -   592,610.      275,900.      MT  (+/- 180 meters Scaled)
 EJ1315
 EJ1315                          SUPERSEDED SURVEY CONTROL
 EJ1315
 EJ1315  NGVD 29 (??/??/92)  220.457  (m)          723.28   (f) ADJ UNCH    2 0
 EJ1315
 EJ1315.Superseded values are not recommended for survey control.
 EJ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1315.See file dsdata.txt to determine how the superseded data were derived.
 EJ1315
 EJ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU678061(NAD 83)
 EJ1315_MARKER: DB = BENCH MARK DISK
 EJ1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1315_STAMPING: J-59 1934
 EJ1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1315+STABILITY: SURFACE MOTION
 EJ1315
 EJ1315  HISTORY     - Date     Condition        Report By
 EJ1315  HISTORY     - 1934     MONUMENTED       CGS
 EJ1315  HISTORY     - 1935     GOOD             NGS
 EJ1315
 EJ1315                          STATION DESCRIPTION
 EJ1315
 EJ1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1315'2 MI NE FROM BONNERDALE.
 EJ1315'2 MILES NORTHEAST OF BONNERDALE, ALONG U.S.HWY.70, FROM JUNCTION OF
 EJ1315'ROAD NORTHWEST TO ALAMO SCHOOL, WITH U.S.HWY.70.  180 FEET SOUTHWEST
 EJ1315'OF HOT SPRINGS-GARLAND COUNTY LINE MARKER.  59 FEET SOUTHEAST OF
 EJ1315'CENTERLINE OF ROAD LEADING WEST PAST FARM HOUSE ON TOP OF SMALL KNOLL.
 EJ1315'43 FEET SOUTHEAST OF CENTERLINE OF U.S.HWY. NO. 70.  26.3 FEET SOUTH
 EJ1315'OF SOUTH CORNER OF CONCRETE WELL CURBING 4 FT. SQUARE. TABLET SET IN
 EJ1315'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0108 ***********************************************************************
 GF0108  DESIGNATION -  J 6
 GF0108  PID         -  GF0108
 GF0108  STATE/COUNTY-  AR/BOONE
 GF0108  USGS QUAD   -  EVERTON (1975)
 GF0108
 GF0108                         *CURRENT SURVEY CONTROL
 GF0108  ___________________________________________________________________
 GF0108* NAD 83(1986)-  36 11 21.     (N)    092 57 56.     (W)     SCALED    
 GF0108* NAVD 88     -       308.882  (meters)    1013.39   (feet)  ADJUSTED  
 GF0108  ___________________________________________________________________
 GF0108  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GF0108  DYNAMIC HT  -         308.607 (meters)    1012.49  (feet)  COMP
 GF0108  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 GF0108
 GF0108  VERT ORDER  -  FIRST     CLASS II
 GF0108
 GF0108.The horizontal coordinates were scaled from a topographic map and have
 GF0108.an estimated accuracy of +/- 6 seconds.
 GF0108
 GF0108.The orthometric height was determined by differential leveling
 GF0108.and adjusted by the National Geodetic Survey in June 1991..
 GF0108
 GF0108.The geoid height was determined by GEOID03.
 GF0108
 GF0108.The dynamic height is computed by dividing the NAVD 88
 GF0108.geopotential number by the normal gravity value computed on the
 GF0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0108.degrees latitude (g = 980.6199 gals.).
 GF0108
 GF0108.The modeled gravity was interpolated from observed gravity values.
 GF0108
 GF0108;                    North         East    Units  Estimated Accuracy
 GF0108;SPC AR N     -   206,320.      313,150.      MT  (+/- 180 meters Scaled)
 GF0108
 GF0108                          SUPERSEDED SURVEY CONTROL
 GF0108
 GF0108  NGVD 29 (??/??/92)  308.752  (m)         1012.96   (f) ADJ UNCH    1 2
 GF0108
 GF0108.Superseded values are not recommended for survey control.
 GF0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0108.See file dsdata.txt to determine how the superseded data were derived.
 GF0108
 GF0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA030049(NAD 83)
 GF0108_MARKER: DB = BENCH MARK DISK
 GF0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0108_STAMPING: J 6 1931
 GF0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0108+STABILITY: SURFACE MOTION
 GF0108
 GF0108  HISTORY     - Date     Condition        Report By
 GF0108  HISTORY     - 1931     MONUMENTED       CGS
 GF0108
 GF0108                          STATION DESCRIPTION
 GF0108
 GF0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 GF0108'AT OLVEY.
 GF0108'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 220 FEET SOUTH
 GF0108'OF THE STATION AT OLVEY, 9 FEET NORTH OF TELEGRAPH POLE 136-20,
 GF0108'18 FEET WEST OF THE WEST AND NEAREST RAIL, SET IN TOP OF STANDARD
 GF0108'CONCRETE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0910 ***********************************************************************
 FG0910  DESIGNATION -  J 6
 FG0910  PID         -  FG0910
 FG0910  STATE/COUNTY-  AR/NEWTON
 FG0910  USGS QUAD   -  SWAIN (1978)
 FG0910
 FG0910                         *CURRENT SURVEY CONTROL
 FG0910  ___________________________________________________________________
 FG0910* NAD 83(1986)-  35 47 17.     (N)    093 15 18.     (W)     SCALED    
 FG0910* NAVD 88     -       293.436  (meters)     962.71   (feet)  ADJUSTED  
 FG0910  ___________________________________________________________________
 FG0910  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG0910  DYNAMIC HT  -         293.153 (meters)     961.79  (feet)  COMP
 FG0910  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 FG0910
 FG0910  VERT ORDER  -  SECOND    CLASS 0
 FG0910
 FG0910.The horizontal coordinates were scaled from a topographic map and have
 FG0910.an estimated accuracy of +/- 6 seconds.
 FG0910
 FG0910.The orthometric height was determined by differential leveling
 FG0910.and adjusted by the National Geodetic Survey in June 1991..
 FG0910
 FG0910.The geoid height was determined by GEOID03.
 FG0910
 FG0910.The dynamic height is computed by dividing the NAVD 88
 FG0910.geopotential number by the normal gravity value computed on the
 FG0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0910.degrees latitude (g = 980.6199 gals.).
 FG0910
 FG0910.The modeled gravity was interpolated from observed gravity values.
 FG0910
 FG0910;                    North         East    Units  Estimated Accuracy
 FG0910;SPC AR N     -   162,110.      286,550.      MT  (+/- 180 meters Scaled)
 FG0910
 FG0910                          SUPERSEDED SURVEY CONTROL
 FG0910
 FG0910  NGVD 29 (??/??/92)  293.352  (m)          962.44   (f) ADJ UNCH    2 0
 FG0910
 FG0910.Superseded values are not recommended for survey control.
 FG0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0910.See file dsdata.txt to determine how the superseded data were derived.
 FG0910
 FG0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV769604(NAD 83)
 FG0910_MARKER: DB = BENCH MARK DISK
 FG0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0910_STAMPING: J 6 1933 963
 FG0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0910+STABILITY: SURFACE MOTION
 FG0910
 FG0910  HISTORY     - Date     Condition        Report By
 FG0910  HISTORY     - 1933     MONUMENTED       CGS
 FG0910  HISTORY     - 1941     GOOD             NGS
 FG0910
 FG0910                          STATION DESCRIPTION
 FG0910
 FG0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FG0910'1.9 MI N FROM LIMESTONE.
 FG0910'1.9 MILES NORTH OF U.G. HAM RESIDENCE AT LIMESTONE, ACROSS THE ROAD
 FG0910'FROM A LARGE HOLE IN A LIMESTONE CLIFF, ON THE WEST SIDE OF DRY CREEK,
 FG0910'ABOUT 115 FEET NORTH OF CREEK FORD, 33.1 FEET S.W. OF OVEN WIRE FENCE
 FG0910'CORNER 2 FEET WEST OF RAIL FENCE AND 59.1 FEET WEST OF 1-FOOT SYCAMORE
 FG0910'TREE.  TABLET SET IN PRECAST CONCRETE POST.  NOTE-- DUE TO ROAD
 FG0910'CONSTRUCTION IT WAS NECESSARY TO MOVE THIS MARKER 20 FEET EAST OF OLD
 FG0910'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0156 ***********************************************************************
 EK0156  DESIGNATION -  J 60
 EK0156  PID         -  EK0156
 EK0156  STATE/COUNTY-  AR/HOWARD
 EK0156  USGS QUAD   -  DIERKS (1966)
 EK0156
 EK0156                         *CURRENT SURVEY CONTROL
 EK0156  ___________________________________________________________________
 EK0156* NAD 83(1986)-  34 06 15.     (N)    094 02 44.     (W)     SCALED    
 EK0156* NAVD 88     -       118.605  (meters)     389.12   (feet)  ADJUSTED  
 EK0156  ___________________________________________________________________
 EK0156  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EK0156  DYNAMIC HT  -         118.484 (meters)     388.73  (feet)  COMP
 EK0156  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 EK0156
 EK0156  VERT ORDER  -  SECOND    CLASS 0
 EK0156
 EK0156.The horizontal coordinates were scaled from a topographic map and have
 EK0156.an estimated accuracy of +/- 6 seconds.
 EK0156
 EK0156.The orthometric height was determined by differential leveling
 EK0156.and adjusted by the National Geodetic Survey in June 1991..
 EK0156
 EK0156.The geoid height was determined by GEOID03.
 EK0156
 EK0156.The dynamic height is computed by dividing the NAVD 88
 EK0156.geopotential number by the normal gravity value computed on the
 EK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0156.degrees latitude (g = 980.6199 gals.).
 EK0156
 EK0156.The modeled gravity was interpolated from observed gravity values.
 EK0156
 EK0156;                    North         East    Units  Estimated Accuracy
 EK0156;SPC AR S     -   561,320.      211,280.      MT  (+/- 180 meters Scaled)
 EK0156
 EK0156                          SUPERSEDED SURVEY CONTROL
 EK0156
 EK0156  NGVD 29 (??/??/92)  118.569  (m)          389.01   (f) ADJ UNCH    2 0
 EK0156
 EK0156.Superseded values are not recommended for survey control.
 EK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0156.See file dsdata.txt to determine how the superseded data were derived.
 EK0156
 EK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT035741(NAD 83)
 EK0156_MARKER: DB = BENCH MARK DISK
 EK0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0156_STAMPING: J-60 1934
 EK0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0156+STABILITY: SURFACE MOTION
 EK0156
 EK0156  HISTORY     - Date     Condition        Report By
 EK0156  HISTORY     - 1934     MONUMENTED       CGS
 EK0156  HISTORY     - 1962     GOOD             NGS
 EK0156
 EK0156                          STATION DESCRIPTION
 EK0156
 EK0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0156'2.3 MI W FROM DIERKS.
 EK0156'2.3 MILES WEST OF, ALONG D. AND E.R.R., FROM HIGH SCHOOL ABOUT
 EK0156'400 FEET SOUTHWEST OF M.P. 25, 135 FEET SOUTHWEST OF SOUTHWEST
 EK0156'END OF HOLLEY CREEK R.R. TRESTLE, 30 FEET SOUTHEAST OF CENTERLINE
 EK0156'OF DEQUEEN AND EASTERN R.R. TRACK, 3.5 FEET NORTHWEST OF
 EK0156'TELEGRAPH POLE, 1.5 FT. BELOW TOP OF RAILS.  TABLET SET IN
 EK0156'PRECAST CONCRETE POST.
 EK0156
 EK0156                          STATION RECOVERY (1962)
 EK0156
 EK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1326 ***********************************************************************
 EJ1326  DESIGNATION -  J 61
 EJ1326  PID         -  EJ1326
 EJ1326  STATE/COUNTY-  AR/PIKE
 EJ1326  USGS QUAD   -  MURFREESBORO (1970)
 EJ1326
 EJ1326                         *CURRENT SURVEY CONTROL
 EJ1326  ___________________________________________________________________
 EJ1326* NAD 83(1986)-  34 05 43.     (N)    093 39 36.     (W)     SCALED    
 EJ1326* NAVD 88     -       156.423  (meters)     513.20   (feet)  ADJUSTED  
 EJ1326  ___________________________________________________________________
 EJ1326  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EJ1326  DYNAMIC HT  -         156.264 (meters)     512.68  (feet)  COMP
 EJ1326  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 EJ1326
 EJ1326  VERT ORDER  -  SECOND    CLASS 0
 EJ1326
 EJ1326.The horizontal coordinates were scaled from a topographic map and have
 EJ1326.an estimated accuracy of +/- 6 seconds.
 EJ1326
 EJ1326.The orthometric height was determined by differential leveling
 EJ1326.and adjusted by the National Geodetic Survey in June 1991..
 EJ1326
 EJ1326.The geoid height was determined by GEOID03.
 EJ1326
 EJ1326.The dynamic height is computed by dividing the NAVD 88
 EJ1326.geopotential number by the normal gravity value computed on the
 EJ1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1326.degrees latitude (g = 980.6199 gals.).
 EJ1326
 EJ1326.The modeled gravity was interpolated from observed gravity values.
 EJ1326
 EJ1326;                    North         East    Units  Estimated Accuracy
 EJ1326;SPC AR S     -   559,690.      246,830.      MT  (+/- 180 meters Scaled)
 EJ1326
 EJ1326                          SUPERSEDED SURVEY CONTROL
 EJ1326
 EJ1326  NGVD 29 (??/??/92)  156.411  (m)          513.16   (f) ADJ UNCH    2 0
 EJ1326
 EJ1326.Superseded values are not recommended for survey control.
 EJ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1326.See file dsdata.txt to determine how the superseded data were derived.
 EJ1326
 EJ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT391729(NAD 83)
 EJ1326_MARKER: DB = BENCH MARK DISK
 EJ1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1326_STAMPING: J 61 1934
 EJ1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1326+STABILITY: SURFACE MOTION
 EJ1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1326+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 EJ1326
 EJ1326  HISTORY     - Date     Condition        Report By
 EJ1326  HISTORY     - 1934     MONUMENTED       CGS
 EJ1326  HISTORY     - 1962     GOOD             NGS
 EJ1326  HISTORY     - 20060925 GOOD             JCLS
 EJ1326
 EJ1326                          STATION DESCRIPTION
 EJ1326
 EJ1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1326'3.2 MI NE FROM MURFREESBORO.
 EJ1326'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 EJ1326'AT MURFREESBORO, PIKE COUNTY, 400 FEET SOUTH OF THE GATEWAY TO THE
 EJ1326'HOME OF DR. J.M. PLEAK, 78 FEET EAST OF THE GATEWAY TO A NEW BUNGALOW,
 EJ1326'39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET WEST OF A
 EJ1326'BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED J 61 1934 AND SET IN THE
 EJ1326'TOP OF A CONCRETE POST.
 EJ1326
 EJ1326                          STATION RECOVERY (2006)
 EJ1326
 EJ1326'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EJ1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1019 ***********************************************************************
 DL1019  DESIGNATION -  J 62
 DL1019  PID         -  DL1019
 DL1019  STATE/COUNTY-  AR/HEMPSTEAD
 DL1019  USGS QUAD   -  WASHINGTON (1951)
 DL1019
 DL1019                         *CURRENT SURVEY CONTROL
 DL1019  ___________________________________________________________________
 DL1019* NAD 83(1986)-  33 50 51.     (N)    093 43 07.     (W)     SCALED    
 DL1019* NAVD 88     -       116.402  (meters)     381.90   (feet)  ADJUSTED  
 DL1019  ___________________________________________________________________
 DL1019  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DL1019  DYNAMIC HT  -         116.283 (meters)     381.51  (feet)  COMP
 DL1019  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DL1019
 DL1019  VERT ORDER  -  SECOND    CLASS 0
 DL1019
 DL1019.The horizontal coordinates were scaled from a topographic map and have
 DL1019.an estimated accuracy of +/- 6 seconds.
 DL1019
 DL1019.The orthometric height was determined by differential leveling
 DL1019.and adjusted by the National Geodetic Survey in June 1991..
 DL1019
 DL1019.The geoid height was determined by GEOID03.
 DL1019
 DL1019.The dynamic height is computed by dividing the NAVD 88
 DL1019.geopotential number by the normal gravity value computed on the
 DL1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1019.degrees latitude (g = 980.6199 gals.).
 DL1019
 DL1019.The modeled gravity was interpolated from observed gravity values.
 DL1019
 DL1019;                    North         East    Units  Estimated Accuracy
 DL1019;SPC AR S     -   532,300.      240,960.      MT  (+/- 180 meters Scaled)
 DL1019
 DL1019                          SUPERSEDED SURVEY CONTROL
 DL1019
 DL1019  NGVD 29 (??/??/92)  116.413  (m)          381.93   (f) ADJ UNCH    2 0
 DL1019
 DL1019.Superseded values are not recommended for survey control.
 DL1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1019.See file dsdata.txt to determine how the superseded data were derived.
 DL1019
 DL1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT335454(NAD 83)
 DL1019_MARKER: DB = BENCH MARK DISK
 DL1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1019_STAMPING: J 62 1934
 DL1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1019+STABILITY: SURFACE MOTION
 DL1019
 DL1019  HISTORY     - Date     Condition        Report By
 DL1019  HISTORY     - 1934     MONUMENTED       CGS
 DL1019  HISTORY     - 1962     GOOD             NGS
 DL1019
 DL1019                          STATION DESCRIPTION
 DL1019
 DL1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1019'IN OZAN.
 DL1019'AT OZAN, HEMPSTEAD COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 46.3 FEET
 DL1019'WEST OF THE WEST CORNER OF THE STATION, 132 FEET SOUTH OF THE CENTER
 DL1019'OF A ROAD CROSSING, 27.3 FEET WEST OF THE CENTERLINE OF THE MAIN
 DL1019'TRACK, 29.4 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 4, 17 FEET
 DL1019'SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT FOR A WALK OVER A
 DL1019'DRAINAGE DITCH, AND 4 FEET SOUTHEAST OF A POLE.  A STANDARD DISK,
 DL1019'STAMPED J 62 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 132
 DL1019'FEET SOUTH OF A ROAD CROSSING, 27.3 FEET WEST OF THE CENTERLINE OF THE
 DL1019'TRACK, 29 FEET EAST OF THE CENTERLINE OF OLD STATE HIGHWAY 4 AND 4
 DL1019'FEET SOUTH OF THE 1ST POLE SOUTH OF THE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0571 ***********************************************************************
 DL0571  DESIGNATION -  J 63
 DL0571  PID         -  DL0571
 DL0571  STATE/COUNTY-  AR/LAFAYETTE
 DL0571  USGS QUAD   -  BUCKNER (1968)
 DL0571
 DL0571                         *CURRENT SURVEY CONTROL
 DL0571  ___________________________________________________________________
 DL0571* NAD 83(1997)-  33 21 49.65758(N)    093 29 39.90274(W)     ADJUSTED  
 DL0571* NAVD 88     -        97.487  (meters)     319.84   (feet)  ADJUSTED  
 DL0571  ___________________________________________________________________
 DL0571  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DL0571  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL0571  DYNAMIC HT  -          97.383 (meters)     319.50  (feet)  COMP
 DL0571  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 DL0571
 DL0571  HORZ ORDER  -  SECOND
 DL0571  VERT ORDER  -  FIRST     CLASS II
 DL0571
 DL0571.The horizontal coordinates were established by classical geodetic methods
 DL0571.and adjusted by the National Geodetic Survey in September 1999..
 DL0571
 DL0571.The orthometric height was determined by differential leveling
 DL0571.and adjusted by the National Geodetic Survey in June 1991..
 DL0571
 DL0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0571
 DL0571.The geoid height was determined by GEOID03.
 DL0571
 DL0571.The dynamic height is computed by dividing the NAVD 88
 DL0571.geopotential number by the normal gravity value computed on the
 DL0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0571.degrees latitude (g = 980.6199 gals.).
 DL0571
 DL0571.The modeled gravity was interpolated from observed gravity values.
 DL0571
 DL0571;                    North         East     Units Scale Factor Converg.
 DL0571;SPC AR S     -   478,336.127   260,924.666   MT  0.99998647   -0 50 11.1
 DL0571;SPC AR S     - 1,569,341.11    856,050.34   sFT  0.99998647   -0 50 11.1
 DL0571;UTM  15      - 3,691,727.478   454,003.832   MT  0.99962608   -0 16 18.9
 DL0571
 DL0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0571!SPC AR S     -   0.99998888  x   0.99998647  =   0.99997535
 DL0571!UTM  15      -   0.99998888  x   0.99962608  =   0.99961497
 DL0571
 DL0571                          SUPERSEDED SURVEY CONTROL
 DL0571
 DL0571  NAD 83(1997)-  33 21 49.66499(N)    093 29 39.89420(W) AD(       ) 2
 DL0571  NAD 83(1986)-  33 21 49.66811(N)    093 29 39.89094(W) AD(       ) 2
 DL0571  NAD 27      -  33 21 49.22000(N)    093 29 39.25700(W) AD(       ) 2
 DL0571  NGVD 29 (??/??/92)   97.524  (m)          319.96   (f) ADJ UNCH    1 2
 DL0571
 DL0571.Superseded values are not recommended for survey control.
 DL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0571.See file dsdata.txt to determine how the superseded data were derived.
 DL0571
 DL0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5400491727(NAD 83)
 DL0571_MARKER: DB = BENCH MARK DISK
 DL0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0571_SP_SET: CONCRETE FOOTING
 DL0571_STAMPING: J 63 1934
 DL0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0571
 DL0571  HISTORY     - Date     Condition        Report By
 DL0571  HISTORY     - 1950     MONUMENTED       CGS
 DL0571  HISTORY     - 1960     GOOD             NGS
 DL0571
 DL0571                          STATION DESCRIPTION
 DL0571
 DL0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DL0571'SEE STATION STAMPS.
 DL0571
 DL0571                          STATION RECOVERY (1960)
 DL0571
 DL0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0571'0.6 MI NE FROM STAMPS.
 DL0571'ABOUT 0.35 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0571'STATION AT STAMPS, THENCE 0.15 MILE NORTH ALONG MARKET STREET, THENCE
 DL0571'0.05 MILE WEST ALONG CHURCH STREET, THENCE 0.1 MILE NORTH ALONG OPERA
 DL0571'STREET, THENCE 200 FEET EAST ALONG CALVIN STREET, 44 FEET NORTH OF THE
 DL0571'CENTER LINE OF CALVIN STREET, 96.8 FEET NORTHWEST OF TRIANGULATION
 DL0571'STATION STAMPS 1950, SET IN THE TOP OF THE SOUTH CORNER OF THE
 DL0571'CONCRETE FOOTING OF THE CITY WATER TOWER, AND ABOUT 3 INCHES ABOVE THE
 DL0571'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0453 ***********************************************************************
 DL0453  DESIGNATION -  J 64
 DL0453  PID         -  DL0453
 DL0453  STATE/COUNTY-  AR/NEVADA
 DL0453  USGS QUAD   -  EMMET (1973)
 DL0453
 DL0453                         *CURRENT SURVEY CONTROL
 DL0453  ___________________________________________________________________
 DL0453* NAD 83(1986)-  33 43 41.     (N)    093 28 27.     (W)     SCALED    
 DL0453* NAVD 88     -        90.452  (meters)     296.76   (feet)  ADJUSTED  
 DL0453  ___________________________________________________________________
 DL0453  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL0453  DYNAMIC HT  -          90.357 (meters)     296.45  (feet)  COMP
 DL0453  MODELED GRAV-     979,592.3   (mgal)                       NAVD 88
 DL0453
 DL0453  VERT ORDER  -  SECOND    CLASS 0
 DL0453
 DL0453.The horizontal coordinates were scaled from a topographic map and have
 DL0453.an estimated accuracy of +/- 6 seconds.
 DL0453
 DL0453.The orthometric height was determined by differential leveling
 DL0453.and adjusted by the National Geodetic Survey in June 1991..
 DL0453
 DL0453.The geoid height was determined by GEOID03.
 DL0453
 DL0453.The dynamic height is computed by dividing the NAVD 88
 DL0453.geopotential number by the normal gravity value computed on the
 DL0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0453.degrees latitude (g = 980.6199 gals.).
 DL0453
 DL0453.The modeled gravity was interpolated from observed gravity values.
 DL0453
 DL0453;                    North         East    Units  Estimated Accuracy
 DL0453;SPC AR S     -   518,710.      263,390.      MT  (+/- 180 meters Scaled)
 DL0453
 DL0453                          SUPERSEDED SURVEY CONTROL
 DL0453
 DL0453  NGVD 29 (??/??/92)   90.454  (m)          296.76   (f) ADJ UNCH    2 0
 DL0453
 DL0453.Superseded values are not recommended for survey control.
 DL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0453.See file dsdata.txt to determine how the superseded data were derived.
 DL0453
 DL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT560321(NAD 83)
 DL0453_MARKER: DB = BENCH MARK DISK
 DL0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0453_STAMPING: J-64 1935
 DL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0453+STABILITY: SURFACE MOTION
 DL0453
 DL0453  HISTORY     - Date     Condition        Report By
 DL0453  HISTORY     - 1935     MONUMENTED       CGS
 DL0453  HISTORY     - 1963     POOR             NGS
 DL0453
 DL0453                          STATION DESCRIPTION
 DL0453
 DL0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0453'IN EMMET.
 DL0453'123 FEET NORTHWEST OF FRONT OF EMMET MERCANTILE CO.  53.3 FEET EAST OF
 DL0453'STATION SEMAPHORE.  35.3 FEET SOUTHEAST OF CENTERLINE OF MISSOURI
 DL0453'PACIFIC R.R. MAIN LINE TRACK.  30.6 FEET NORTHEAST OF NORTHEAST END OF
 DL0453'EMMET R.R. DEPOT.  5.4 FEET NORTHWEST OF BELL TELEPHONE POLE. TABLET
 DL0453'SET IN PRECAST CONCRETE POST.  NOTE-- THE RR STATION HAS BEEN REMOVED
 DL0453'FROM EMMET.  AND THE MARK IS DIRECTLY IN FRONT OF THE EMMET MERCANTILE
 DL0453'CO. STORE.
 DL0453
 DL0453                          STATION RECOVERY (1963)
 DL0453
 DL0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0453'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0475 ***********************************************************************
 FG0475  DESIGNATION -  J 67
 FG0475  PID         -  FG0475
 FG0475  STATE/COUNTY-  AR/POPE
 FG0475  USGS QUAD   -  HATTIEVILLE (1991)
 FG0475
 FG0475                         *CURRENT SURVEY CONTROL
 FG0475  ___________________________________________________________________
 FG0475* NAD 83(1986)-  35 20 44.     (N)    092 52 04.     (W)     SCALED    
 FG0475* NAVD 88     -       106.538  (meters)     349.53   (feet)  ADJUSTED  
 FG0475  ___________________________________________________________________
 FG0475  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FG0475  DYNAMIC HT  -         106.439 (meters)     349.21  (feet)  COMP
 FG0475  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 FG0475
 FG0475  VERT ORDER  -  SECOND    CLASS 0
 FG0475
 FG0475.The horizontal coordinates were scaled from a topographic map and have
 FG0475.an estimated accuracy of +/- 6 seconds.
 FG0475
 FG0475.The orthometric height was determined by differential leveling
 FG0475.and adjusted by the National Geodetic Survey in June 1991..
 FG0475
 FG0475.The geoid height was determined by GEOID03.
 FG0475
 FG0475.The dynamic height is computed by dividing the NAVD 88
 FG0475.geopotential number by the normal gravity value computed on the
 FG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0475.degrees latitude (g = 980.6199 gals.).
 FG0475
 FG0475.The modeled gravity was interpolated from observed gravity values.
 FG0475
 FG0475;                    North         East    Units  Estimated Accuracy
 FG0475;SPC AR N     -   112,650.      321,120.      MT  (+/- 180 meters Scaled)
 FG0475
 FG0475                          SUPERSEDED SURVEY CONTROL
 FG0475
 FG0475  NGVD 29 (??/??/92)  106.536  (m)          349.53   (f) ADJ UNCH    2 0
 FG0475
 FG0475.Superseded values are not recommended for survey control.
 FG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0475.See file dsdata.txt to determine how the superseded data were derived.
 FG0475
 FG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV120113(NAD 83)
 FG0475_MARKER: DB = BENCH MARK DISK
 FG0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0475_STAMPING: J 67 1935
 FG0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0475+STABILITY: SURFACE MOTION
 FG0475
 FG0475  HISTORY     - Date     Condition        Report By
 FG0475  HISTORY     - 1935     MONUMENTED       CGS
 FG0475
 FG0475                          STATION DESCRIPTION
 FG0475
 FG0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0475'7.0 MI SE FROM APPLETON.
 FG0475'7.0 MILES SOUTHEAST ALONG THE ATKINS ROAD FROM THE POST OFFICE AT
 FG0475'APPLETON, POPE COUNTY, 0.2 MILE NORTH OF A POINT WHERE ROAD LEAVES
 FG0475'POINT REMOVE CREEK, 186 FEET SOUTH OF A CORRUGATED-PIPE CULVERT WITH
 FG0475'STONE HEADWALLS, 59 FEET EAST OF THE CENTERLINE OF THE ROAD, 135 FEET
 FG0475'SOUTHEAST OF THE CENTERLINE OF A ROAD LEADING WEST, 5 FEET SOUTHWEST
 FG0475'OF A BLAZED 15-INCH OAK TREE, AND 4 FEET HIGHER THAN THE GROUND.  A
 FG0475'STANDARD DISK, STAMPED J 67 1935 AND SET IN THE TOP OF A CONCRETE
 FG0475'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0106 ***********************************************************************
 FG0106  DESIGNATION -  J 69
 FG0106  PID         -  FG0106
 FG0106  STATE/COUNTY-  AR/WHITE
 FG0106  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0106
 FG0106                         *CURRENT SURVEY CONTROL
 FG0106  ___________________________________________________________________
 FG0106* NAD 83(1986)-  35 06 35.     (N)    092 05 59.     (W)     SCALED    
 FG0106* NAVD 88     -        87.204  (meters)     286.10   (feet)  ADJUSTED  
 FG0106  ___________________________________________________________________
 FG0106  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FG0106  DYNAMIC HT  -          87.123 (meters)     285.84  (feet)  COMP
 FG0106  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FG0106
 FG0106  VERT ORDER  -  SECOND    CLASS 0
 FG0106
 FG0106.The horizontal coordinates were scaled from a topographic map and have
 FG0106.an estimated accuracy of +/- 6 seconds.
 FG0106
 FG0106.The orthometric height was determined by differential leveling
 FG0106.and adjusted by the National Geodetic Survey in June 1991..
 FG0106
 FG0106.The geoid height was determined by GEOID03.
 FG0106
 FG0106.The dynamic height is computed by dividing the NAVD 88
 FG0106.geopotential number by the normal gravity value computed on the
 FG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0106.degrees latitude (g = 980.6199 gals.).
 FG0106
 FG0106.The modeled gravity was interpolated from observed gravity values.
 FG0106
 FG0106;                    North         East    Units  Estimated Accuracy
 FG0106;SPC AR N     -    86,140.      390,910.      MT  (+/- 180 meters Scaled)
 FG0106
 FG0106                          SUPERSEDED SURVEY CONTROL
 FG0106
 FG0106  NGVD 29 (??/??/92)   87.206  (m)          286.11   (f) ADJ UNCH    2 0
 FG0106
 FG0106.Superseded values are not recommended for survey control.
 FG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0106.See file dsdata.txt to determine how the superseded data were derived.
 FG0106
 FG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU820855(NAD 83)
 FG0106_MARKER: DB = BENCH MARK DISK
 FG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0106_STAMPING: J 69 1934
 FG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0106+STABILITY: SURFACE MOTION
 FG0106
 FG0106  HISTORY     - Date     Condition        Report By
 FG0106  HISTORY     - 1934     MONUMENTED       CGS
 FG0106  HISTORY     - 1961     MARK NOT FOUND   NGS
 FG0106  HISTORY     - 20050317 MARK NOT FOUND   ARHD
 FG0106
 FG0106                          STATION DESCRIPTION
 FG0106
 FG0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0106'7.1 MI E FROM VILONIA.
 FG0106'IN WHITE COUNTY, 7.1 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE
 FG0106'NAZARENE CHURCH AT VILONIA, FAULKNER COUNTY, 84.5 FEET SOUTH OF THE
 FG0106'SOUTHWEST CORNER OF THE FARMHOUSE OF J.W. BLAKEMORE IN 1934, 44.5 FEET
 FG0106'NORTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET WEST OF THE SOUTHEAST
 FG0106'CORNER OF A GARDEN FENCE AND THE SOUTH END OF A GATE, AND 1.1 FEET
 FG0106'SOUTH OF A FENCE PARALLELING THE HIGHWAY.  A STANDARD DISK, STAMPED J
 FG0106'69 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FG0106
 FG0106                          STATION RECOVERY (2005)
 FG0106
 FG0106'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0034 ***********************************************************************
 FG0034  DESIGNATION -  J 7
 FG0034  PID         -  FG0034
 FG0034  STATE/COUNTY-  AR/STONE
 FG0034  USGS QUAD   -  FOX (1969)
 FG0034
 FG0034                         *CURRENT SURVEY CONTROL
 FG0034  ___________________________________________________________________
 FG0034* NAD 83(1986)-  35 45 02.     (N)    092 20 42.     (W)     SCALED    
 FG0034* NAVD 88     -       194.558  (meters)     638.31   (feet)  ADJUSTED  
 FG0034  ___________________________________________________________________
 FG0034  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FG0034  DYNAMIC HT  -         194.375 (meters)     637.71  (feet)  COMP
 FG0034  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FG0034
 FG0034  VERT ORDER  -  FIRST     CLASS II
 FG0034
 FG0034.The horizontal coordinates were scaled from a topographic map and have
 FG0034.an estimated accuracy of +/- 6 seconds.
 FG0034
 FG0034.The orthometric height was determined by differential leveling
 FG0034.and adjusted by the National Geodetic Survey in June 1991..
 FG0034
 FG0034.The geoid height was determined by GEOID03.
 FG0034
 FG0034.The dynamic height is computed by dividing the NAVD 88
 FG0034.geopotential number by the normal gravity value computed on the
 FG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0034.degrees latitude (g = 980.6199 gals.).
 FG0034
 FG0034.The modeled gravity was interpolated from observed gravity values.
 FG0034
 FG0034;                    North         East    Units  Estimated Accuracy
 FG0034;SPC AR N     -   157,280.      368,800.      MT  (+/- 180 meters Scaled)
 FG0034
 FG0034                          SUPERSEDED SURVEY CONTROL
 FG0034
 FG0034  NGVD 29 (??/??/92)  194.440  (m)          637.93   (f) ADJ UNCH    1 2
 FG0034
 FG0034.Superseded values are not recommended for survey control.
 FG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0034.See file dsdata.txt to determine how the superseded data were derived.
 FG0034
 FG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV592564(NAD 83)
 FG0034_MARKER: DB = BENCH MARK DISK
 FG0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0034_SP_SET: MONUMENT
 FG0034_STAMPING: J 7-1931
 FG0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0034
 FG0034  HISTORY     - Date     Condition        Report By
 FG0034  HISTORY     - 1931     MONUMENTED       CGS
 FG0034  HISTORY     - 1935     MARK NOT FOUND   NGS
 FG0034
 FG0034                          STATION DESCRIPTION
 FG0034
 FG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FG0034'3.8 MI S FROM ARLBERG.
 FG0034'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 3.8 MILES SOUTH OF DEPOT
 FG0034'AT ARLBERG, ARKANSAS, OPPOSITE MILE POST SIGN 204-24, MIDWAY BETWEEN
 FG0034'RAILROAD TRACK AND RIGHT OF WAY FENCE, AND 24.4 FEET WEST OF WEST AND
 FG0034'NEAREST RAIL.  STANDARD BRONZE TABLET SET IN CONCRETE MONUMENT.
 FG0034
 FG0034                          STATION RECOVERY (1935)
 FG0034
 FG0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0912 ***********************************************************************
 FG0912  DESIGNATION -  J 7
 FG0912  PID         -  FG0912
 FG0912  STATE/COUNTY-  AR/NEWTON
 FG0912  USGS QUAD   -  SWAIN (1978)
 FG0912
 FG0912                         *CURRENT SURVEY CONTROL
 FG0912  ___________________________________________________________________
 FG0912* NAD 83(1986)-  35 47 02.     (N)    093 16 59.     (W)     SCALED    
 FG0912* NAVD 88     -       277.538  (meters)     910.56   (feet)  ADJUSTED  
 FG0912  ___________________________________________________________________
 FG0912  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG0912  DYNAMIC HT  -         277.280 (meters)     909.71  (feet)  COMP
 FG0912  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FG0912
 FG0912  VERT ORDER  -  SECOND    CLASS 0
 FG0912
 FG0912.The horizontal coordinates were scaled from a topographic map and have
 FG0912.an estimated accuracy of +/- 6 seconds.
 FG0912
 FG0912.The orthometric height was determined by differential leveling
 FG0912.and adjusted by the National Geodetic Survey in June 1991..
 FG0912
 FG0912.The geoid height was determined by GEOID03.
 FG0912
 FG0912.The dynamic height is computed by dividing the NAVD 88
 FG0912.geopotential number by the normal gravity value computed on the
 FG0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0912.degrees latitude (g = 980.6199 gals.).
 FG0912
 FG0912.The modeled gravity was interpolated from observed gravity values.
 FG0912
 FG0912;                    North         East    Units  Estimated Accuracy
 FG0912;SPC AR N     -   161,680.      284,010.      MT  (+/- 180 meters Scaled)
 FG0912
 FG0912                          SUPERSEDED SURVEY CONTROL
 FG0912
 FG0912  NGVD 29 (??/??/92)  277.467  (m)          910.32   (f) ADJ UNCH    2 0
 FG0912
 FG0912.Superseded values are not recommended for survey control.
 FG0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0912.See file dsdata.txt to determine how the superseded data were derived.
 FG0912
 FG0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV744600(NAD 83)
 FG0912_MARKER: DD = SURVEY DISK
 FG0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0912_STAMPING: J-7 1933 911 FT.
 FG0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0912+STABILITY: SURFACE MOTION
 FG0912
 FG0912  HISTORY     - Date     Condition        Report By
 FG0912  HISTORY     - 1933     MONUMENTED       USGS
 FG0912  HISTORY     - 1935     GOOD             NGS
 FG0912
 FG0912                          STATION DESCRIPTION
 FG0912
 FG0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0912'IN LIMESTONE.
 FG0912'55 FEET SOUTH OF CENTERLINE OF LIMESTONE VALLEY ROAD.  26 FEET
 FG0912'NORTHWEST OF CHIMNEY AT WEST END OF V.G. HAM RESIDENCE.  21.6 FEET
 FG0912'WEST OF CENTERLINE OF GATE FOR PATH.  12.8 FEET EAST OF CEDAR TREE 1.4
 FG0912'FT. IN DIAMETER AT BASE SUPPORTING TELEPHONE WIRE.  1 FT. WEST OF
 FG0912'NORTHWEST FENCE CORNER.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0006 ***********************************************************************
 EJ0006  DESIGNATION -  J 70
 EJ0006  PID         -  EJ0006
 EJ0006  STATE/COUNTY-  AR/PULASKI
 EJ0006  USGS QUAD   -  MAYFLOWER (1987)
 EJ0006
 EJ0006                         *CURRENT SURVEY CONTROL
 EJ0006  ___________________________________________________________________
 EJ0006* NAD 83(1986)-  34 53 27.     (N)    092 26 32.     (W)     SCALED    
 EJ0006* NAVD 88     -        87.954  (meters)     288.56   (feet)  ADJUSTED  
 EJ0006  ___________________________________________________________________
 EJ0006  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EJ0006  DYNAMIC HT  -          87.872 (meters)     288.29  (feet)  COMP
 EJ0006  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 EJ0006
 EJ0006  VERT ORDER  -  SECOND    CLASS 0
 EJ0006
 EJ0006.The horizontal coordinates were scaled from a topographic map and have
 EJ0006.an estimated accuracy of +/- 6 seconds.
 EJ0006
 EJ0006.The orthometric height was determined by differential leveling
 EJ0006.and adjusted by the National Geodetic Survey in June 1991..
 EJ0006
 EJ0006.The geoid height was determined by GEOID03.
 EJ0006
 EJ0006.The dynamic height is computed by dividing the NAVD 88
 EJ0006.geopotential number by the normal gravity value computed on the
 EJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0006.degrees latitude (g = 980.6199 gals.).
 EJ0006
 EJ0006.The modeled gravity was interpolated from observed gravity values.
 EJ0006
 EJ0006;                    North         East    Units  Estimated Accuracy
 EJ0006;SPC AR S     -   646,790.      359,580.      MT  (+/- 180 meters Scaled)
 EJ0006
 EJ0006                          SUPERSEDED SURVEY CONTROL
 EJ0006
 EJ0006  NGVD 29 (??/??/92)   88.015  (m)          288.76   (f) ADJ UNCH    2 0
 EJ0006
 EJ0006.Superseded values are not recommended for survey control.
 EJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0006.See file dsdata.txt to determine how the superseded data were derived.
 EJ0006
 EJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU509610(NAD 83)
 EJ0006_MARKER: DB = BENCH MARK DISK
 EJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0006_STAMPING: J 70 1934
 EJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0006+STABILITY: SURFACE MOTION
 EJ0006
 EJ0006  HISTORY     - Date     Condition        Report By
 EJ0006  HISTORY     - 1934     MONUMENTED       CGS
 EJ0006  HISTORY     - 1967     GOOD             NGS
 EJ0006  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0006  HISTORY     - 19841123 MARK NOT FOUND   USGS
 EJ0006  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0006
 EJ0006                          STATION DESCRIPTION
 EJ0006
 EJ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0006'5.1 MI S FROM MAYFLOWER.
 EJ0006'IT IS 5.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EJ0006'MAYFLOWER, FULKNER COUNTY, 0.15 MILE SOUTH OF THE INTERSECTION OF
 EJ0006'STATE HIGHWAY 365 AND CRYSTALL HILL ROAD, 104 FEET NORTH OF THE CENTER
 EJ0006'OF A COUNTY ROAD CROSSING, 55 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 EJ0006'THE TRACKS, 26 FEET NORTHWEST OF THE CENTER OF CRYSTALL HILL ROAD, 3
 EJ0006'FEET NORTHEAST OF A TELEPHONE LINE POLE, 1 FOOT WEST OF A METAL
 EJ0006'WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 EJ0006'PROJECTING 1 INCH.
 EJ0006
 EJ0006                          STATION RECOVERY (1984)
 EJ0006
 EJ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0006'SEARCHED FOR BUT NOT RECOVERED, AN EXTENSIVE SEARCH WAS MADE OF THE
 EJ0006'AREA BUT COULD NOT LOCATE THE MARK.
 EJ0006
 EJ0006                          STATION RECOVERY (1984)
 EJ0006
 EJ0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (DNB)
 EJ0006'MARK NOT FOUND.
 EJ0006
 EJ0006                          STATION RECOVERY (1990)
 EJ0006
 EJ0006'RECOVERY NOTE BY US POWER SQUADRON 1990 (BLD)
 EJ0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0402 ***********************************************************************
 FG0402  DESIGNATION -  J 71
 FG0402  PID         -  FG0402
 FG0402  STATE/COUNTY-  AR/PERRY
 FG0402  USGS QUAD   -  HOUSTON (1990)
 FG0402
 FG0402                         *CURRENT SURVEY CONTROL
 FG0402  ___________________________________________________________________
 FG0402* NAD 83(1986)-  35 03 32.     (N)    092 44 01.     (W)     SCALED    
 FG0402* NAVD 88     -       100.096  (meters)     328.40   (feet)  ADJUSTED  
 FG0402  ___________________________________________________________________
 FG0402  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FG0402  DYNAMIC HT  -         100.000 (meters)     328.08  (feet)  COMP
 FG0402  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 FG0402
 FG0402  VERT ORDER  -  SECOND    CLASS 0
 FG0402
 FG0402.The horizontal coordinates were scaled from a topographic map and have
 FG0402.an estimated accuracy of +/- 6 seconds.
 FG0402
 FG0402.The orthometric height was determined by differential leveling
 FG0402.and adjusted by the National Geodetic Survey in June 1991..
 FG0402
 FG0402.The geoid height was determined by GEOID03.
 FG0402
 FG0402.The dynamic height is computed by dividing the NAVD 88
 FG0402.geopotential number by the normal gravity value computed on the
 FG0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0402.degrees latitude (g = 980.6199 gals.).
 FG0402
 FG0402.The modeled gravity was interpolated from observed gravity values.
 FG0402
 FG0402;                    North         East    Units  Estimated Accuracy
 FG0402;SPC AR N     -    80,740.      333,080.      MT  (+/- 180 meters Scaled)
 FG0402
 FG0402                          SUPERSEDED SURVEY CONTROL
 FG0402
 FG0402  NGVD 29 (??/??/92)  100.120  (m)          328.48   (f) ADJ UNCH    2 0
 FG0402
 FG0402.Superseded values are not recommended for survey control.
 FG0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0402.See file dsdata.txt to determine how the superseded data were derived.
 FG0402
 FG0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU242796(NAD 83)
 FG0402_MARKER: DB = BENCH MARK DISK
 FG0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0402_STAMPING: J-71 1934
 FG0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0402+STABILITY: SURFACE MOTION
 FG0402
 FG0402  HISTORY     - Date     Condition        Report By
 FG0402  HISTORY     - 1934     MONUMENTED       CGS
 FG0402
 FG0402                          STATION DESCRIPTION
 FG0402
 FG0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0402'3.6 MI E FROM PERRY.
 FG0402'ABOUT 350 FEET SOUTHWEST OF TELEPHONE POLE 180/5.  ABOUT 175 FEET
 FG0402'SOUTHEAST OF LARGE BARN.  51.1 FEET SOUTHEAST OF CENTERLINE OF FARM
 FG0402'ROAD AT PRIVATE RAILROAD CROSSING.  48.4 FEET SOUTH OF CENTERLINE OF
 FG0402'CHICAGO, ROCK ISLAND AND PACIFIC R.R.  9.8 FEET EAST OF EAST END OF
 FG0402'IRON GATE.  1.4 FEET NORTH OF FENCE PARALLELING RAILROAD.  TABLET SET
 FG0402'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0314 ***********************************************************************
 FG0314  DESIGNATION -  J 72
 FG0314  PID         -  FG0314
 FG0314  STATE/COUNTY-  AR/POPE
 FG0314  USGS QUAD   -  ATKINS (1989)
 FG0314
 FG0314                         *CURRENT SURVEY CONTROL
 FG0314  ___________________________________________________________________
 FG0314* NAD 83(1986)-  35 14 31.     (N)    092 56 02.     (W)     SCALED    
 FG0314* NAVD 88     -       107.292  (meters)     352.01   (feet)  ADJUSTED  
 FG0314  ___________________________________________________________________
 FG0314  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FG0314  DYNAMIC HT  -         107.191 (meters)     351.68  (feet)  COMP
 FG0314  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FG0314
 FG0314  VERT ORDER  -  FIRST     CLASS II
 FG0314
 FG0314.The horizontal coordinates were scaled from a topographic map and have
 FG0314.an estimated accuracy of +/- 6 seconds.
 FG0314
 FG0314.The orthometric height was determined by differential leveling
 FG0314.and adjusted by the National Geodetic Survey in June 1991..
 FG0314.WARNING-Repeat measurements at this control monument indicate possible
 FG0314.vertical movement.
 FG0314
 FG0314.The geoid height was determined by GEOID03.
 FG0314
 FG0314.The dynamic height is computed by dividing the NAVD 88
 FG0314.geopotential number by the normal gravity value computed on the
 FG0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0314.degrees latitude (g = 980.6199 gals.).
 FG0314
 FG0314.The modeled gravity was interpolated from observed gravity values.
 FG0314
 FG0314;                    North         East    Units  Estimated Accuracy
 FG0314;SPC AR N     -   101,210.      315,000.      MT  (+/- 180 meters Scaled)
 FG0314
 FG0314                          SUPERSEDED SURVEY CONTROL
 FG0314
 FG0314  NGVD 29 (??/??/92)  107.303  (m)          352.04   (f) ADJ UNCH    1 2
 FG0314
 FG0314.Superseded values are not recommended for survey control.
 FG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0314.See file dsdata.txt to determine how the superseded data were derived.
 FG0314
 FG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU060998(NAD 83)
 FG0314_MARKER: DB = BENCH MARK DISK
 FG0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0314_STAMPING: J 72 1934
 FG0314_MARK LOGO: CGS   
 FG0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0314+STABILITY: SURFACE MOTION
 FG0314
 FG0314  HISTORY     - Date     Condition        Report By
 FG0314  HISTORY     - 1934     MONUMENTED       CGS
 FG0314  HISTORY     - 1967     GOOD             NGS
 FG0314  HISTORY     - 1984     GOOD             NGS
 FG0314  HISTORY     - 1987     GOOD             USPSQD
 FG0314  HISTORY     - 1988     GOOD             USPSQD
 FG0314  HISTORY     - 1989     GOOD             USPSQD
 FG0314  HISTORY     - 1989     GOOD             USPSQD
 FG0314
 FG0314                          STATION DESCRIPTION
 FG0314
 FG0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0314'IN ATKINS.
 FG0314'IT IS 0.1 MILE EAST OF THE MISSOURI PACIFIC RAILROAD STATION IN
 FG0314'ATKINS, 66 FEET NORTH OF U.S. HIGHWAY 64, 27 FEET EAST OF ST. MARYS
 FG0314'STREET, 23 FEET WEST OF THE SOUTHWEST CORNER OF SAINT MARYS CATHOLIC
 FG0314'CHURCH AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 FG0314'3 INCHES.
 FG0314
 FG0314                          STATION RECOVERY (1984)
 FG0314
 FG0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0314'RECOVERED IN GOOD CONDITION.  NOTE, ADD 4.3 METERS (14.0 FT)
 FG0314'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE ASSUMPTION CATHOLIC
 FG0314'CHURCH, AND 0.9 METER (3.0 FT) EAST OF THE EAST EDGE OF A NORTH-SOUTH
 FG0314'SIDEWALK.
 FG0314
 FG0314                          STATION RECOVERY (1987)
 FG0314
 FG0314'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0314'RECOVERED IN GOOD CONDITION.
 FG0314
 FG0314                          STATION RECOVERY (1988)
 FG0314
 FG0314'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0314'RECOVERED IN GOOD CONDITION.
 FG0314
 FG0314                          STATION RECOVERY (1989)
 FG0314
 FG0314'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0314'RECOVERED IN GOOD CONDITION.
 FG0314
 FG0314                          STATION RECOVERY (1989)
 FG0314
 FG0314'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0922 ***********************************************************************
 EJ0922  DESIGNATION -  J 73
 EJ0922  PID         -  EJ0922
 EJ0922  STATE/COUNTY-  AR/PERRY
 EJ0922  USGS QUAD   -  PARON (1984)
 EJ0922
 EJ0922                         *CURRENT SURVEY CONTROL
 EJ0922  ___________________________________________________________________
 EJ0922* NAD 83(1986)-  34 51 21.     (N)    092 46 02.     (W)     SCALED    
 EJ0922* NAVD 88     -       157.889  (meters)     518.01   (feet)  ADJUSTED  
 EJ0922  ___________________________________________________________________
 EJ0922  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EJ0922  DYNAMIC HT  -         157.736 (meters)     517.51  (feet)  COMP
 EJ0922  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 EJ0922
 EJ0922  VERT ORDER  -  SECOND    CLASS 0
 EJ0922
 EJ0922.The horizontal coordinates were scaled from a topographic map and have
 EJ0922.an estimated accuracy of +/- 6 seconds.
 EJ0922
 EJ0922.The orthometric height was determined by differential leveling
 EJ0922.and adjusted by the National Geodetic Survey in June 1991..
 EJ0922
 EJ0922.The geoid height was determined by GEOID03.
 EJ0922
 EJ0922.The dynamic height is computed by dividing the NAVD 88
 EJ0922.geopotential number by the normal gravity value computed on the
 EJ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0922.degrees latitude (g = 980.6199 gals.).
 EJ0922
 EJ0922.The modeled gravity was interpolated from observed gravity values.
 EJ0922
 EJ0922;                    North         East    Units  Estimated Accuracy
 EJ0922;SPC AR N     -    58,240.      329,840.      MT  (+/- 180 meters Scaled)
 EJ0922
 EJ0922                          SUPERSEDED SURVEY CONTROL
 EJ0922
 EJ0922  NGVD 29 (??/??/92)  157.902  (m)          518.05   (f) ADJ UNCH    2 0
 EJ0922
 EJ0922.Superseded values are not recommended for survey control.
 EJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0922.See file dsdata.txt to determine how the superseded data were derived.
 EJ0922
 EJ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU212570(NAD 83)
 EJ0922_MARKER: DB = BENCH MARK DISK
 EJ0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0922_STAMPING: J 73 1935
 EJ0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0922+STABILITY: SURFACE MOTION
 EJ0922
 EJ0922  HISTORY     - Date     Condition        Report By
 EJ0922  HISTORY     - 1935     MONUMENTED       CGS
 EJ0922  HISTORY     - 1959     GOOD             NGS
 EJ0922  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0922
 EJ0922                          STATION DESCRIPTION
 EJ0922
 EJ0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EJ0922'6.8 MI N FROM PARON.
 EJ0922'LOCATED IN PERRY COUNTY, ABOUT 6.8 MILES NORTH ALONG STATE HIGHWAY 9
 EJ0922'FROM THE SCHOOLHOUSE AT PARON, SALINE COUNTY, 1.9 MILES SOUTH OF THE
 EJ0922'JUNCTION OF STATE HIGHWAYS 9 AND 10, 112 FEET WEST OF THE CENTERLINE
 EJ0922'OF STATE HIGHWAY 9 AT STATION 366-00, ABOUT 450 FEET SOUTHWEST OF A
 EJ0922'PROMINENT ROCKY BLUFF, ABOUT 450 FEET SOUTH OF A SMALL CREEK AND ON
 EJ0922'THE EAST SLOP OF THE HILL.  IT IS 1 FOOT WEST OF A METAL WITNESS POST
 EJ0922'BEARING A WHIT SIGN.  IT IS A STANDARD DISK, STAMPED J 73 1935, SET IN
 EJ0922'THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 EJ0922
 EJ0922                          STATION RECOVERY (1960)
 EJ0922
 EJ0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1233 ***********************************************************************
 FF1233  DESIGNATION -  J 74
 FF1233  PID         -  FF1233
 FF1233  STATE/COUNTY-  AR/WOODRUFF
 FF1233  USGS QUAD   -  GRAYS (1992)
 FF1233
 FF1233                         *CURRENT SURVEY CONTROL
 FF1233  ___________________________________________________________________
 FF1233* NAD 83(1986)-  35 11 38.     (N)    091 14 05.     (W)     SCALED    
 FF1233* NAVD 88     -        59.085  (meters)     193.85   (feet)  ADJUSTED  
 FF1233  ___________________________________________________________________
 FF1233  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1233  DYNAMIC HT  -          59.032 (meters)     193.67  (feet)  COMP
 FF1233  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 FF1233
 FF1233  VERT ORDER  -  SECOND    CLASS 0
 FF1233
 FF1233.The horizontal coordinates were scaled from a topographic map and have
 FF1233.an estimated accuracy of +/- 6 seconds.
 FF1233
 FF1233.The orthometric height was determined by differential leveling
 FF1233.and adjusted by the National Geodetic Survey in June 1991..
 FF1233
 FF1233.The geoid height was determined by GEOID03.
 FF1233
 FF1233.The dynamic height is computed by dividing the NAVD 88
 FF1233.geopotential number by the normal gravity value computed on the
 FF1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1233.degrees latitude (g = 980.6199 gals.).
 FF1233
 FF1233.The modeled gravity was interpolated from observed gravity values.
 FF1233
 FF1233;                    North         East    Units  Estimated Accuracy
 FF1233;SPC AR N     -    95,740.      469,690.      MT  (+/- 180 meters Scaled)
 FF1233
 FF1233                          SUPERSEDED SURVEY CONTROL
 FF1233
 FF1233  NGVD 29 (??/??/??)   59.052  (m)          193.74   (f) ADJUSTED    2 0
 FF1233
 FF1233.Superseded values are not recommended for survey control.
 FF1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1233.See file dsdata.txt to determine how the superseded data were derived.
 FF1233
 FF1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU607959(NAD 83)
 FF1233_MARKER: DB = BENCH MARK DISK
 FF1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1233_STAMPING: J-74 1934
 FF1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1233+STABILITY: SURFACE MOTION
 FF1233
 FF1233  HISTORY     - Date     Condition        Report By
 FF1233  HISTORY     - 1934     MONUMENTED       CGS
 FF1233  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1233
 FF1233                          STATION DESCRIPTION
 FF1233
 FF1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1233'4.6 MI S FROM PATTERSON.
 FF1233'4.6 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM DEPOT.  ABOUT
 FF1233'360 FEET SOUTH OF M.P. 22/5, 33 FEET NORTHEAST OF A SECTION
 FF1233'ROAD CROSSING, 26 FEET EAST OF CENTER OF TRACKS, 24 FEET WEST OF
 FF1233'R/W FENCE CORNER, 4 FEET NORTHWEST OF A TELEPHONE POLE.  TABLET
 FF1233'SET IN PRECAST CONCRETE POST.
 FF1233
 FF1233                          STATION RECOVERY (1970)
 FF1233
 FF1233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1154 ***********************************************************************
 FF1154  DESIGNATION -  J 75
 FF1154  PID         -  FF1154
 FF1154  STATE/COUNTY-  AR/JACKSON
 FF1154  USGS QUAD   -  AMAGON (1965)
 FF1154
 FF1154                         *CURRENT SURVEY CONTROL
 FF1154  ___________________________________________________________________
 FF1154* NAD 83(1986)-  35 37 11.     (N)    091 03 21.     (W)     SCALED    
 FF1154* NAVD 88     -        71.900  (meters)     235.89   (feet)  ADJUSTED  
 FF1154  ___________________________________________________________________
 FF1154  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF1154  DYNAMIC HT  -          71.838 (meters)     235.69  (feet)  COMP
 FF1154  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 FF1154
 FF1154  VERT ORDER  -  SECOND    CLASS 0
 FF1154
 FF1154.The horizontal coordinates were scaled from a topographic map and have
 FF1154.an estimated accuracy of +/- 6 seconds.
 FF1154
 FF1154.The orthometric height was determined by differential leveling
 FF1154.and adjusted by the National Geodetic Survey in June 1991..
 FF1154
 FF1154.The geoid height was determined by GEOID03.
 FF1154
 FF1154.The dynamic height is computed by dividing the NAVD 88
 FF1154.geopotential number by the normal gravity value computed on the
 FF1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1154.degrees latitude (g = 980.6199 gals.).
 FF1154
 FF1154.The modeled gravity was interpolated from observed gravity values.
 FF1154
 FF1154;                    North         East    Units  Estimated Accuracy
 FF1154;SPC AR N     -   143,120.      485,530.      MT  (+/- 180 meters Scaled)
 FF1154
 FF1154                          SUPERSEDED SURVEY CONTROL
 FF1154
 FF1154  NGVD 29 (??/??/??)   71.830  (m)          235.66   (f) ADJUSTED    2 0
 FF1154
 FF1154.Superseded values are not recommended for survey control.
 FF1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1154.See file dsdata.txt to determine how the superseded data were derived.
 FF1154
 FF1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV760435(NAD 83)
 FF1154_MARKER: DB = BENCH MARK DISK
 FF1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1154_STAMPING: J 75 1935
 FF1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1154+STABILITY: SURFACE MOTION
 FF1154
 FF1154  HISTORY     - Date     Condition        Report By
 FF1154  HISTORY     - 1935     MONUMENTED       CGS
 FF1154  HISTORY     - 1938     GOOD             CGS
 FF1154  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1154
 FF1154                          STATION DESCRIPTION
 FF1154
 FF1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1154'3.2 MI E FROM AMAGON.
 FF1154'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FF1154'AT AMAGON, JACKSON COUNTY, THENCE ABOUT 4.3 MILES NORTH ALONG
 FF1154'STATE HIGHWAY 37, ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 37
 FF1154'FROM THE JUNCTION WITH STATE HIGHWAY 18,
 FF1154'ABOUT 200 FEET NORTHEAST OF THE SOUTH END OF AN
 FF1154'OFF-SET, ABOUT 100 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 FF1154'FARMHOUSE, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 FF1154'SOUTHWEST OF A CORNER FENCE POST, AND 1.5 FEET SOUTH OF THE
 FF1154'FENCE ALONG THE COUNTY LINE.  A STANDARD DISK, STAMPED J 75 1935
 FF1154'AND SET IN THE TOP OF A CONCRETE POST.
 FF1154
 FF1154                          STATION RECOVERY (1938)
 FF1154
 FF1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF1154'RECOVERED IN GOOD CONDITION.
 FF1154
 FF1154                          STATION RECOVERY (1964)
 FF1154
 FF1154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0789 ***********************************************************************
 FF0789  DESIGNATION -  J 76
 FF0789  PID         -  FF0789
 FF0789  STATE/COUNTY-  AR/POINSETT
 FF0789  USGS QUAD   -  HARRISBURG (1983)
 FF0789
 FF0789                         *CURRENT SURVEY CONTROL
 FF0789  ___________________________________________________________________
 FF0789* NAD 83(1986)-  35 36 23.     (N)    090 43 13.     (W)     SCALED    
 FF0789* NAVD 88     -        83.319  (meters)     273.36   (feet)  ADJUSTED  
 FF0789  ___________________________________________________________________
 FF0789  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF0789  DYNAMIC HT  -          83.246 (meters)     273.12  (feet)  COMP
 FF0789  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 FF0789
 FF0789  VERT ORDER  -  FIRST     CLASS II
 FF0789
 FF0789.The horizontal coordinates were scaled from a topographic map and have
 FF0789.an estimated accuracy of +/- 6 seconds.
 FF0789
 FF0789.The orthometric height was determined by differential leveling
 FF0789.and adjusted by the National Geodetic Survey in June 1991..
 FF0789
 FF0789.The geoid height was determined by GEOID03.
 FF0789
 FF0789.The dynamic height is computed by dividing the NAVD 88
 FF0789.geopotential number by the normal gravity value computed on the
 FF0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0789.degrees latitude (g = 980.6199 gals.).
 FF0789
 FF0789.The modeled gravity was interpolated from observed gravity values.
 FF0789
 FF0789;                    North         East    Units  Estimated Accuracy
 FF0789;SPC AR N     -   141,990.      515,940.      MT  (+/- 180 meters Scaled)
 FF0789
 FF0789                          SUPERSEDED SURVEY CONTROL
 FF0789
 FF0789  NGVD 29 (??/??/??)   83.255  (m)          273.15   (f) ADJUSTED    1 2
 FF0789
 FF0789.Superseded values are not recommended for survey control.
 FF0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0789.See file dsdata.txt to determine how the superseded data were derived.
 FF0789
 FF0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065426(NAD 83)
 FF0789_MARKER: DB = BENCH MARK DISK
 FF0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0789_STAMPING: J 76 1934
 FF0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0789+STABILITY: SURFACE MOTION
 FF0789
 FF0789  HISTORY     - Date     Condition        Report By
 FF0789  HISTORY     - 1934     MONUMENTED       CGS
 FF0789  HISTORY     - 1956     GOOD             CGS
 FF0789  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FF0789
 FF0789                          STATION DESCRIPTION
 FF0789
 FF0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0789'3.1 MI N FROM HARRISBURG.
 FF0789'3.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0789'STATION AT HARRISBURG, AT A ROAD CROSSING, 43 1/2 FEET EAST
 FF0789'OF EAST RAIL, 30 FEET NORTH OF CENTER LINE OF ROAD, 55 FEET
 FF0789'NORTHEAST OF CENTER OF CROSSING, 3 FEET NORTHEAST OF TELEPHONE
 FF0789'POLE NO. 253/20, 4 FEET NORTHWEST OF A FENCE CORNER, 98 FEET
 FF0789'EAST-NORTHEAST AND ACROSS TRACK FROM SOUTHEAST CORNER OF A CATTLE
 FF0789'PEN, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 FF0789'OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0789
 FF0789                          STATION RECOVERY (2002)
 FF0789
 FF0789'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0759 ***********************************************************************
 EJ0759  DESIGNATION -  J 79
 EJ0759  PID         -  EJ0759
 EJ0759  STATE/COUNTY-  AR/SALINE
 EJ0759  USGS QUAD   -  HASKELL (1984)
 EJ0759
 EJ0759                         *CURRENT SURVEY CONTROL
 EJ0759  ___________________________________________________________________
 EJ0759* NAD 83(1986)-  34 30 08.     (N)    092 37 53.     (W)     SCALED    
 EJ0759* NAVD 88     -        86.677  (meters)     284.37   (feet)  ADJUSTED  
 EJ0759  ___________________________________________________________________
 EJ0759  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ0759  DYNAMIC HT  -          86.596 (meters)     284.11  (feet)  COMP
 EJ0759  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 EJ0759
 EJ0759  VERT ORDER  -  SECOND    CLASS 0
 EJ0759
 EJ0759.The horizontal coordinates were scaled from a topographic map and have
 EJ0759.an estimated accuracy of +/- 6 seconds.
 EJ0759
 EJ0759.The orthometric height was determined by differential leveling
 EJ0759.and adjusted by the National Geodetic Survey in June 1991..
 EJ0759
 EJ0759.The geoid height was determined by GEOID03.
 EJ0759
 EJ0759.The dynamic height is computed by dividing the NAVD 88
 EJ0759.geopotential number by the normal gravity value computed on the
 EJ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0759.degrees latitude (g = 980.6199 gals.).
 EJ0759
 EJ0759.The modeled gravity was interpolated from observed gravity values.
 EJ0759
 EJ0759;                    North         East    Units  Estimated Accuracy
 EJ0759;SPC AR S     -   603,770.      342,020.      MT  (+/- 180 meters Scaled)
 EJ0759
 EJ0759                          SUPERSEDED SURVEY CONTROL
 EJ0759
 EJ0759  NGVD 29 (??/??/92)   86.694  (m)          284.43   (f) ADJ UNCH    2 0
 EJ0759
 EJ0759.Superseded values are not recommended for survey control.
 EJ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0759.See file dsdata.txt to determine how the superseded data were derived.
 EJ0759
 EJ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU338179(NAD 83)
 EJ0759_MARKER: Z = SEE DESCRIPTION
 EJ0759_SETTING: 0 = UNSPECIFIED SETTING
 EJ0759_STAMPING: J-79 1935
 EJ0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0759
 EJ0759  HISTORY     - Date     Condition        Report By
 EJ0759  HISTORY     - 1935     MONUMENTED       CGS
 EJ0759  HISTORY     - 1935     GOOD             NGS
 EJ0759  HISTORY     - 20010408 MARK NOT FOUND   JCLS
 EJ0759
 EJ0759                          STATION DESCRIPTION
 EJ0759
 EJ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0759'IN HASKELL.
 EJ0759'AT HASKELL, ABOUT 235 FEET SOUTHWEST OF CHICAGO, ROCK ISLAND AND
 EJ0759'PACIFIC RY. STATION.  ABOUT 110 FEET SOUTH OF SOUTHEAST CORNER OF
 EJ0759'J.D.GODFREYS STORE AND POST OFFICE.  71.9 FEET WEST OF CENTERLINE OF
 EJ0759'CHICAGO, ROCK ISLAND AND PACIFIC R.R.  28 FEET SOUTH OF NORTHEAST
 EJ0759'CORNER OF BUCK RITCHIES PROPERTY FENCE.  1.5 FEET EAST OF FENCE
 EJ0759'PARALLELING RAILROAD.
 EJ0759
 EJ0759                          STATION RECOVERY (2001)
 EJ0759
 EJ0759'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 EJ0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0567 ***********************************************************************
 EJ0567  DESIGNATION -  J 80
 EJ0567  PID         -  EJ0567
 EJ0567  STATE/COUNTY-  AR/GRANT
 EJ0567  USGS QUAD   -  PRAGUE (1984)
 EJ0567
 EJ0567                         *CURRENT SURVEY CONTROL
 EJ0567  ___________________________________________________________________
 EJ0567* NAD 83(1986)-  34 18 00.     (N)    092 19 41.     (W)     SCALED    
 EJ0567* NAVD 88     -        68.079  (meters)     223.36   (feet)  ADJUSTED  
 EJ0567  ___________________________________________________________________
 EJ0567  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ0567  DYNAMIC HT  -          68.013 (meters)     223.14  (feet)  COMP
 EJ0567  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 EJ0567
 EJ0567  VERT ORDER  -  SECOND    CLASS 0
 EJ0567
 EJ0567.The horizontal coordinates were scaled from a topographic map and have
 EJ0567.an estimated accuracy of +/- 6 seconds.
 EJ0567
 EJ0567.The orthometric height was determined by differential leveling
 EJ0567.and adjusted by the National Geodetic Survey in June 1991..
 EJ0567
 EJ0567.The geoid height was determined by GEOID03.
 EJ0567
 EJ0567.The dynamic height is computed by dividing the NAVD 88
 EJ0567.geopotential number by the normal gravity value computed on the
 EJ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0567.degrees latitude (g = 980.6199 gals.).
 EJ0567
 EJ0567.The modeled gravity was interpolated from observed gravity values.
 EJ0567
 EJ0567;                    North         East    Units  Estimated Accuracy
 EJ0567;SPC AR S     -   581,210.      369,800.      MT  (+/- 180 meters Scaled)
 EJ0567
 EJ0567                          SUPERSEDED SURVEY CONTROL
 EJ0567
 EJ0567  NGVD 29 (??/??/92)   68.136  (m)          223.54   (f) ADJ UNCH    2 0
 EJ0567
 EJ0567.Superseded values are not recommended for survey control.
 EJ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0567.See file dsdata.txt to determine how the superseded data were derived.
 EJ0567
 EJ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT618956(NAD 83)
 EJ0567_MARKER: DB = BENCH MARK DISK
 EJ0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0567_SP_SET: CULVERT
 EJ0567_STAMPING: J-80 1935
 EJ0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0567
 EJ0567  HISTORY     - Date     Condition        Report By
 EJ0567  HISTORY     - 1935     MONUMENTED       CGS
 EJ0567  HISTORY     - 1937     GOOD             ARGS
 EJ0567
 EJ0567                          STATION DESCRIPTION
 EJ0567
 EJ0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0567'4.1 MI SE FROM SHERIDAN.
 EJ0567'4.1 MILES SOUTHEAST OF, ALONG M.P.R.R. FROM STATION.  TABLET SET
 EJ0567'HORIZONTALLY ON EAST END OF NORTH HEADWALL OF 3 X 4 FT. CONCRETE
 EJ0567'CULVERT UNDER RAILROAD.  78.8 FT. NORTHEAST OF CENTERLINE OF PRIVATE
 EJ0567'RAILROAD CROSSING.  30.8 FT. WEST OF TELEPHONE POLE MARKED 394+10.
 EJ0567'14.5 FT. NORTH OF CENTERLINE OF MISSOURI PACIFIC R.R.  .7 FT. WEST OF
 EJ0567'EAST END OF HEADWALL.
 EJ0567
 EJ0567                          STATION RECOVERY (1937)
 EJ0567
 EJ0567'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1937
 EJ0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0692 ***********************************************************************
 EJ0692  DESIGNATION -  J 81
 EJ0692  PID         -  EJ0692
 EJ0692  STATE/COUNTY-  AR/GRANT
 EJ0692  USGS QUAD   -  LEOLA (1984)
 EJ0692
 EJ0692                         *CURRENT SURVEY CONTROL
 EJ0692  ___________________________________________________________________
 EJ0692* NAD 83(1986)-  34 09 28.     (N)    092 35 19.     (W)     SCALED    
 EJ0692* NAVD 88     -        84.386  (meters)     276.86   (feet)  ADJUSTED  
 EJ0692  ___________________________________________________________________
 EJ0692  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EJ0692  DYNAMIC HT  -          84.302 (meters)     276.58  (feet)  COMP
 EJ0692  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 EJ0692
 EJ0692  VERT ORDER  -  SECOND    CLASS 0
 EJ0692
 EJ0692.The horizontal coordinates were scaled from a topographic map and have
 EJ0692.an estimated accuracy of +/- 6 seconds.
 EJ0692
 EJ0692.The orthometric height was determined by differential leveling
 EJ0692.and adjusted by the National Geodetic Survey in June 1991..
 EJ0692
 EJ0692.The geoid height was determined by GEOID03.
 EJ0692
 EJ0692.The dynamic height is computed by dividing the NAVD 88
 EJ0692.geopotential number by the normal gravity value computed on the
 EJ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0692.degrees latitude (g = 980.6199 gals.).
 EJ0692
 EJ0692.The modeled gravity was interpolated from observed gravity values.
 EJ0692
 EJ0692;                    North         East    Units  Estimated Accuracy
 EJ0692;SPC AR S     -   565,540.      345,730.      MT  (+/- 180 meters Scaled)
 EJ0692
 EJ0692                          SUPERSEDED SURVEY CONTROL
 EJ0692
 EJ0692  NGVD 29 (??/??/92)   84.418  (m)          276.96   (f) ADJ UNCH    2 0
 EJ0692
 EJ0692.Superseded values are not recommended for survey control.
 EJ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0692.See file dsdata.txt to determine how the superseded data were derived.
 EJ0692
 EJ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT379797(NAD 83)
 EJ0692_MARKER: DB = BENCH MARK DISK
 EJ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0692_STAMPING: J-81 1935
 EJ0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0692+STABILITY: SURFACE MOTION
 EJ0692
 EJ0692  HISTORY     - Date     Condition        Report By
 EJ0692  HISTORY     - 1935     MONUMENTED       CGS
 EJ0692  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0692
 EJ0692                          STATION DESCRIPTION
 EJ0692
 EJ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0692'1.0 MI S FROM LEOLA.
 EJ0692'1 MILE SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION ABOUT 350 FEET
 EJ0692'SOUTHEAST OF B. HARRISONS FARM HOUSE.  63.9 FEET NORTH OF TELEPHONE
 EJ0692'POLE 24+5.  46.6 FEET WEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EJ0692'PACIFIC R.R.  1.7 FEET EAST OF FENCE PARALLELING RAILROAD.  TABLET SET
 EJ0692'IN PRECAST CONCRETE POST.
 EJ0692
 EJ0692                          STATION RECOVERY (1962)
 EJ0692
 EJ0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1411 ***********************************************************************
 DK1411  DESIGNATION -  J 83
 DK1411  PID         -  DK1411
 DK1411  STATE/COUNTY-  AR/DREW
 DK1411  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK1411
 DK1411                         *CURRENT SURVEY CONTROL
 DK1411  ___________________________________________________________________
 DK1411* NAD 83(1986)-  33 31 41.     (N)    091 29 57.     (W)     SCALED    
 DK1411* NAVD 88     -        42.750  (meters)     140.26   (feet)  ADJUSTED  
 DK1411  ___________________________________________________________________
 DK1411  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DK1411  DYNAMIC HT  -          42.706 (meters)     140.11  (feet)  COMP
 DK1411  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 DK1411
 DK1411  VERT ORDER  -  SECOND    CLASS 0
 DK1411
 DK1411.The horizontal coordinates were scaled from a topographic map and have
 DK1411.an estimated accuracy of +/- 6 seconds.
 DK1411
 DK1411.The orthometric height was determined by differential leveling
 DK1411.and adjusted by the National Geodetic Survey in June 1991..
 DK1411
 DK1411.The geoid height was determined by GEOID03.
 DK1411
 DK1411.The dynamic height is computed by dividing the NAVD 88
 DK1411.geopotential number by the normal gravity value computed on the
 DK1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1411.degrees latitude (g = 980.6199 gals.).
 DK1411
 DK1411.The modeled gravity was interpolated from observed gravity values.
 DK1411
 DK1411;                    North         East    Units  Estimated Accuracy
 DK1411;SPC AR S     -   495,650.      446,520.      MT  (+/- 180 meters Scaled)
 DK1411
 DK1411                          SUPERSEDED SURVEY CONTROL
 DK1411
 DK1411  NGVD 29 (??/??/??)   42.862  (m)          140.62   (f) ADJUSTED    2 0
 DK1411
 DK1411.Superseded values are not recommended for survey control.
 DK1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1411.See file dsdata.txt to determine how the superseded data were derived.
 DK1411
 DK1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT393108(NAD 83)
 DK1411_MARKER: DB = BENCH MARK DISK
 DK1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1411_STAMPING: J 83 1935
 DK1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1411+STABILITY: SURFACE MOTION
 DK1411
 DK1411  HISTORY     - Date     Condition        Report By
 DK1411  HISTORY     - 1935     MONUMENTED       CGS
 DK1411  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1411  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1411
 DK1411                          STATION DESCRIPTION
 DK1411
 DK1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1411'IN BAXTER.
 DK1411'AT BAXTER, DREW COUNTY, 43.8 FEET WEST OF THE WEST END OF THE MISSOURI
 DK1411'PACIFIC RAILROAD STATION, 18.4 FEET SOUTH OF THE CENTERLINE OF THE
 DK1411'MAIN TRACK, AND 6 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED J 83
 DK1411'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK1411
 DK1411                          STATION RECOVERY (1978)
 DK1411
 DK1411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1411'MARK NOT FOUND.
 DK1411
 DK1411                          STATION RECOVERY (1978)
 DK1411
 DK1411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0362 ***********************************************************************
 EJ0362  DESIGNATION -  J 84
 EJ0362  PID         -  EJ0362
 EJ0362  STATE/COUNTY-  AR/SALINE
 EJ0362  USGS QUAD   -  SPRING LAKE (1987)
 EJ0362
 EJ0362                         *CURRENT SURVEY CONTROL
 EJ0362  ___________________________________________________________________
 EJ0362* NAD 83(1997)-  34 33 02.28276(N)    092 20 28.75258(W)     ADJUSTED  
 EJ0362* NAVD 88     -       107.479  (meters)     352.62   (feet)  ADJUSTED  
 EJ0362  ___________________________________________________________________
 EJ0362  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EJ0362  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EJ0362  DYNAMIC HT  -         107.377 (meters)     352.29  (feet)  COMP
 EJ0362  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 EJ0362
 EJ0362  HORZ ORDER  -  SECOND
 EJ0362  VERT ORDER  -  SECOND    CLASS 0
 EJ0362
 EJ0362.The horizontal coordinates were established by classical geodetic methods
 EJ0362.and adjusted by the National Geodetic Survey in September 1999..
 EJ0362
 EJ0362.The orthometric height was determined by differential leveling
 EJ0362.and adjusted by the National Geodetic Survey in June 1991..
 EJ0362
 EJ0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0362
 EJ0362.The geoid height was determined by GEOID03.
 EJ0362
 EJ0362.The dynamic height is computed by dividing the NAVD 88
 EJ0362.geopotential number by the normal gravity value computed on the
 EJ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0362.degrees latitude (g = 980.6199 gals.).
 EJ0362
 EJ0362.The modeled gravity was interpolated from observed gravity values.
 EJ0362
 EJ0362;                    North         East     Units Scale Factor Converg.
 EJ0362;SPC AR S     -   609,011.201   368,673.471   MT  0.99995895   -0 11 27.7
 EJ0362;SPC AR S     - 1,998,064.25  1,209,556.21   sFT  0.99995895   -0 11 27.7
 EJ0362;UTM  15      - 3,823,408.951   560,432.842   MT  0.99964501   +0 22 24.9
 EJ0362
 EJ0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0362!SPC AR S     -   0.99998726  x   0.99995895  =   0.99994621
 EJ0362!UTM  15      -   0.99998726  x   0.99964501  =   0.99963227
 EJ0362
 EJ0362                          SUPERSEDED SURVEY CONTROL
 EJ0362
 EJ0362  NAD 83(1986)-  34 33 02.29333(N)    092 20 28.74340(W) AD(       ) 2
 EJ0362  NAD 27      -  34 33 01.95158(N)    092 20 28.19081(W) AD(       ) 2
 EJ0362  NGVD 29 (??/??/92)  107.526  (m)          352.77   (f) ADJ UNCH    2 0
 EJ0362
 EJ0362.Superseded values are not recommended for survey control.
 EJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0362.See file dsdata.txt to determine how the superseded data were derived.
 EJ0362
 EJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6043323409(NAD 83)
 EJ0362_MARKER: DB = BENCH MARK DISK
 EJ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0362_STAMPING: J 84 1935
 EJ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0362+STABILITY: SURFACE MOTION
 EJ0362
 EJ0362  HISTORY     - Date     Condition        Report By
 EJ0362  HISTORY     - 1964     MONUMENTED       CGS
 EJ0362  HISTORY     - 1935     GOOD             NGS
 EJ0362  HISTORY     - 1987     GOOD             USPSQD
 EJ0362
 EJ0362                          STATION DESCRIPTION
 EJ0362
 EJ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EJ0362'SEE STATION BANNER
 EJ0362
 EJ0362                          STATION RECOVERY (1935)
 EJ0362
 EJ0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 EJ0362'14.2 MI S FROM LITTLE ROCK.
 EJ0362'IN SALINE COUNTY, 14.2 MILES SOUTH ALONG U.S. HIGHWAY 167 FROM THE
 EJ0362'BIDDLE SHOPS OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT
 EJ0362'LITTLE ROCK, PULASKI COUNTY, ON THE OUTSIDE OF A CURVE, 675 FEET SOUTH
 EJ0362'OF EAST END HIGH SCHOOL, 78 FEET NORTHWEST OF THE CENTER OF THE
 EJ0362'JUNCTION OF A GRAVEL ROAD LEADING WEST TO BENTON, 46 FEET NORTH OF THE
 EJ0362'CENTERLINE OF THE ROAD, 8.4 FEET WEST OF THE SOUTHEAST CORNER OF A
 EJ0362'FENCE, AND 4.5 FEET WEST OF A POLE BRACING A POWER LINE POLE.  A
 EJ0362'STANDARD DISK, STAMPED J 84 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0362'POST.
 EJ0362
 EJ0362                          STATION RECOVERY (1987)
 EJ0362
 EJ0362'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EJ0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0171 ***********************************************************************
 FF0171  DESIGNATION -  J 86
 FF0171  PID         -  FF0171
 FF0171  STATE/COUNTY-  AR/CRITTENDEN
 FF0171  USGS QUAD   -  JEANETTE (1993)
 FF0171
 FF0171                         *CURRENT SURVEY CONTROL
 FF0171  ___________________________________________________________________
 FF0171* NAD 83(1986)-  35 14 58.     (N)    090 23 06.     (W)     SCALED    
 FF0171* NAVD 88     -        67.488  (meters)     221.42   (feet)  POSTED    
 FF0171  ___________________________________________________________________
 FF0171  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0171  DYNAMIC HT  -          67.430 (meters)     221.23  (feet)  COMP
 FF0171  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FF0171
 FF0171  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0171
 FF0171.The horizontal coordinates were scaled from a topographic map and have
 FF0171.an estimated accuracy of +/- 6 seconds.
 FF0171
 FF0171.The orthometric height was determined by differential leveling
 FF0171.and adjusted by the National Geodetic Survey in 1992..
 FF0171.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0171.rate of 1.1 thru 2.0 mm/km.
 FF0171
 FF0171.The geoid height was determined by GEOID03.
 FF0171
 FF0171.The dynamic height is computed by dividing the NAVD 88
 FF0171.geopotential number by the normal gravity value computed on the
 FF0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0171.degrees latitude (g = 980.6199 gals.).
 FF0171
 FF0171.The modeled gravity was interpolated from observed gravity values.
 FF0171
 FF0171;                    North         East    Units  Estimated Accuracy
 FF0171;SPC AR N     -   102,840.      546,970.      MT  (+/- 180 meters Scaled)
 FF0171
 FF0171                          SUPERSEDED SURVEY CONTROL
 FF0171
 FF0171  NGVD 29 (??/??/??)   67.487  (m)          221.41   (f) ADJUSTED    2 0
 FF0171
 FF0171.Superseded values are not recommended for survey control.
 FF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0171.See file dsdata.txt to determine how the superseded data were derived.
 FF0171
 FF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV379038(NAD 83)
 FF0171_MARKER: DB = BENCH MARK DISK
 FF0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0171_STAMPING: J 86 1935
 FF0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0171+STABILITY: SURFACE MOTION
 FF0171
 FF0171  HISTORY     - Date     Condition        Report By
 FF0171  HISTORY     - 1935     MONUMENTED       CGS
 FF0171  HISTORY     - 1964     GOOD             CGS
 FF0171  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0171  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0171
 FF0171                          STATION DESCRIPTION
 FF0171
 FF0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0171'5.6 MI SE FROM EARLE.
 FF0171'5.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0171'THE STATION AT EARLE, CRITTENDEN COUNTY, AT HANOVER, 230 FEET
 FF0171'SOUTHEAST OF THE CROSSING OF U.S. HIGHWAY 64, 33.5 FEET SOUTHWEST
 FF0171'OF THE TWENTY-FIRST POLE SOUTHEAST OF MILEPOST 357, 11.4 FEET
 FF0171'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET NORTHWEST
 FF0171'OF THE NORTHWEST CORNER OF A TELEPHONE BOOTH.  A STANDARD DISK,
 FF0171'STAMPED J 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0171
 FF0171                          STATION RECOVERY (1964)
 FF0171
 FF0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FF0171'RECOVERED IN GOOD CONDITION.
 FF0171
 FF0171                          STATION RECOVERY (1976)
 FF0171
 FF0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0171'MARK NOT FOUND.
 FF0171
 FF0171                          STATION RECOVERY (1976)
 FF0171
 FF0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1274 ***********************************************************************
 EH1274  DESIGNATION -  J 87
 EH1274  PID         -  EH1274
 EH1274  STATE/COUNTY-  AR/PRAIRIE
 EH1274  USGS QUAD   -  DES ARC EAST (1968)
 EH1274
 EH1274                         *CURRENT SURVEY CONTROL
 EH1274  ___________________________________________________________________
 EH1274* NAD 83(1986)-  34 56 16.     (N)    091 29 33.     (W)     SCALED    
 EH1274* NAVD 88     -        57.558  (meters)     188.84   (feet)  ADJUSTED  
 EH1274  ___________________________________________________________________
 EH1274  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EH1274  DYNAMIC HT  -          57.505 (meters)     188.66  (feet)  COMP
 EH1274  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 EH1274
 EH1274  VERT ORDER  -  SECOND    CLASS 0
 EH1274
 EH1274.The horizontal coordinates were scaled from a topographic map and have
 EH1274.an estimated accuracy of +/- 6 seconds.
 EH1274
 EH1274.The orthometric height was determined by differential leveling
 EH1274.and adjusted by the National Geodetic Survey in June 1991..
 EH1274
 EH1274.The geoid height was determined by GEOID03.
 EH1274
 EH1274.The dynamic height is computed by dividing the NAVD 88
 EH1274.geopotential number by the normal gravity value computed on the
 EH1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1274.degrees latitude (g = 980.6199 gals.).
 EH1274
 EH1274.The modeled gravity was interpolated from observed gravity values.
 EH1274
 EH1274;                    North         East    Units  Estimated Accuracy
 EH1274;SPC AR S     -   652,020.      446,370.      MT  (+/- 180 meters Scaled)
 EH1274
 EH1274                          SUPERSEDED SURVEY CONTROL
 EH1274
 EH1274  NGVD 29 (??/??/??)   57.558  (m)          188.84   (f) ADJUSTED    2 0
 EH1274
 EH1274.Superseded values are not recommended for survey control.
 EH1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1274.See file dsdata.txt to determine how the superseded data were derived.
 EH1274
 EH1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU376671(NAD 83)
 EH1274_MARKER: DB = BENCH MARK DISK
 EH1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1274_STAMPING: J-87 1935
 EH1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1274+STABILITY: SURFACE MOTION
 EH1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1274+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 EH1274
 EH1274  HISTORY     - Date     Condition        Report By
 EH1274  HISTORY     - 1935     MONUMENTED       CGS
 EH1274  HISTORY     - 20030424 GOOD             USACE
 EH1274
 EH1274                          STATION DESCRIPTION
 EH1274
 EH1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1274'2.7 MI S FROM DES ARC.
 EH1274'2.7 MILES SOUTH OF, ALONG C.R.I. AND P. RY. FROM STATION. ABOUT .1
 EH1274'MILE NORTH OF RAILROAD BRIDGE NO. 106.  26.5 FEET EAST OF RAILROAD
 EH1274'CENTERLINE.  22 FEET WEST OF R/W FENCE.  13 FEET SOUTHWEST OF POLE
 EH1274'10-24.  TABLET SET IN PRECAST CONCRETE POST.
 EH1274
 EH1274                          STATION RECOVERY (2003)
 EH1274
 EH1274'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1274'RAILROAD NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1470 ***********************************************************************
 EJ1470  DESIGNATION -  J 89
 EJ1470  PID         -  EJ1470
 EJ1470  STATE/COUNTY-  AR/PIKE
 EJ1470  USGS QUAD   -  LODI (1979)
 EJ1470
 EJ1470                         *CURRENT SURVEY CONTROL
 EJ1470  ___________________________________________________________________
 EJ1470* NAD 83(1986)-  34 15 32.     (N)    093 44 02.     (W)     SCALED    
 EJ1470* NAVD 88     -       194.337  (meters)     637.59   (feet)  ADJUSTED  
 EJ1470  ___________________________________________________________________
 EJ1470  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EJ1470  DYNAMIC HT  -         194.138 (meters)     636.93  (feet)  COMP
 EJ1470  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 EJ1470
 EJ1470  VERT ORDER  -  SECOND    CLASS 0
 EJ1470
 EJ1470.The horizontal coordinates were scaled from a topographic map and have
 EJ1470.an estimated accuracy of +/- 6 seconds.
 EJ1470
 EJ1470.The orthometric height was determined by differential leveling
 EJ1470.and adjusted by the National Geodetic Survey in June 1991..
 EJ1470
 EJ1470.The geoid height was determined by GEOID03.
 EJ1470
 EJ1470.The dynamic height is computed by dividing the NAVD 88
 EJ1470.geopotential number by the normal gravity value computed on the
 EJ1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1470.degrees latitude (g = 980.6199 gals.).
 EJ1470
 EJ1470.The modeled gravity was interpolated from observed gravity values.
 EJ1470
 EJ1470;                    North         East    Units  Estimated Accuracy
 EJ1470;SPC AR S     -   577,950.      240,320.      MT  (+/- 180 meters Scaled)
 EJ1470
 EJ1470                          SUPERSEDED SURVEY CONTROL
 EJ1470
 EJ1470  NGVD 29 (??/??/92)  194.302  (m)          637.47   (f) ADJ UNCH    2 0
 EJ1470
 EJ1470.Superseded values are not recommended for survey control.
 EJ1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1470.See file dsdata.txt to determine how the superseded data were derived.
 EJ1470
 EJ1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT324911(NAD 83)
 EJ1470_MARKER: DB = BENCH MARK DISK
 EJ1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1470_STAMPING: J-89 1935
 EJ1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1470+STABILITY: SURFACE MOTION
 EJ1470
 EJ1470  HISTORY     - Date     Condition        Report By
 EJ1470  HISTORY     - 1935     MONUMENTED       CGS
 EJ1470
 EJ1470                          STATION DESCRIPTION
 EJ1470
 EJ1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1470'1.8 MI NE FROM DAISY.
 EJ1470'1.8 MILE NORTHEAST OF, ALONG OLD CADDO GAP ROAD, FROM R. N. SMEADS
 EJ1470'HOUSE.  ABOUT .4 MILE SOUTHWEST OF TAYLORS FARMHOUSE.  ABOUT 210 FEET
 EJ1470'NORTH OF JUNCTION OF A DIM ROAD NORTHWEST AT TOP OF KNOLL.  63 FEET
 EJ1470'SOUTHWEST OF CENTER OF CURVE EASTWARD.  62 FEET SOUTH OF RAIL FENCE AT
 EJ1470'NORTH SIDE OF CURVE.  20 FEET NORTHWEST OF ROAD CENTERLINE.  18 FEET
 EJ1470'NORTHEAST OF BLAZED PINE TREE .7 FT. IN DIAMETER.  TABLET SET IN TOP
 EJ1470'OF PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1600 ***********************************************************************
 FF1600  DESIGNATION -  J 9 3
 FF1600  PID         -  FF1600
 FF1600  STATE/COUNTY-  AR/INDEPENDENCE
 FF1600  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1600
 FF1600                         *CURRENT SURVEY CONTROL
 FF1600  ___________________________________________________________________
 FF1600* NAD 83(1986)-  35 46 05.     (N)    091 34 12.     (W)     SCALED    
 FF1600* NAVD 88     -        94.059  (meters)     308.59   (feet)  ADJUSTED  
 FF1600  ___________________________________________________________________
 FF1600  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1600  DYNAMIC HT  -          93.978 (meters)     308.33  (feet)  COMP
 FF1600  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 FF1600
 FF1600  VERT ORDER  -  SECOND    CLASS 0
 FF1600
 FF1600.The horizontal coordinates were scaled from a topographic map and have
 FF1600.an estimated accuracy of +/- 6 seconds.
 FF1600
 FF1600.The orthometric height was determined by differential leveling
 FF1600.and adjusted by the National Geodetic Survey in June 1991..
 FF1600
 FF1600.The geoid height was determined by GEOID03.
 FF1600
 FF1600.The dynamic height is computed by dividing the NAVD 88
 FF1600.geopotential number by the normal gravity value computed on the
 FF1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1600.degrees latitude (g = 980.6199 gals.).
 FF1600
 FF1600.The modeled gravity was interpolated from observed gravity values.
 FF1600
 FF1600;                    North         East    Units  Estimated Accuracy
 FF1600;SPC AR N     -   159,260.      438,880.      MT  (+/- 180 meters Scaled)
 FF1600
 FF1600                          SUPERSEDED SURVEY CONTROL
 FF1600
 FF1600  NGVD 29 (??/??/??)   93.984  (m)          308.35   (f) ADJUSTED    2 0
 FF1600
 FF1600.Superseded values are not recommended for survey control.
 FF1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1600.See file dsdata.txt to determine how the superseded data were derived.
 FF1600
 FF1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV292591(NAD 83)
 FF1600_MARKER: DD = SURVEY DISK
 FF1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1600_STAMPING: J 9-3
 FF1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1600+STABILITY: SURFACE MOTION
 FF1600
 FF1600  HISTORY     - Date     Condition        Report By
 FF1600  HISTORY     - UNK      MONUMENTED       DOD
 FF1600  HISTORY     - 1934     GOOD             CGS
 FF1600  HISTORY     - 1963     POOR             CGS
 FF1600
 FF1600                          STATION DESCRIPTION
 FF1600
 FF1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1600'AT MOOREFIELD.
 FF1600'AT MOOREFIELD, INDEPENDENCE COUNTY, ABOUT 100 FEET WEST OF THE
 FF1600'WEST END OF THE MISSOURI PACIFIC RAILROAD STATION, AT A ROAD
 FF1600'CROSSING, 73 FEET NORTH OF THE CENTER LINE OF THE TRACK, 22.5
 FF1600'FEET EAST OF THE CENTER LINE OF THE ROAD, AT A FENCE CORNER,
 FF1600'AND 2 FEET NORTH OF THE FENCE.  A CORPS OF ENGINEERS, U.S. ARMY,
 FF1600'STANDARD DISK, STAMPED J 9-3 AND SET IN THE TOP OF A CONCRETE
 FF1600'CYLINDER.
 FF1600
 FF1600                          STATION RECOVERY (1963)
 FF1600
 FF1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FF1600'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1598 ***********************************************************************
 FF1598  DESIGNATION -  J 9 4
 FF1598  PID         -  FF1598
 FF1598  STATE/COUNTY-  AR/INDEPENDENCE
 FF1598  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1598
 FF1598                         *CURRENT SURVEY CONTROL
 FF1598  ___________________________________________________________________
 FF1598* NAD 83(1986)-  35 46 34.     (N)    091 36 21.     (W)     SCALED    
 FF1598* NAVD 88     -        84.987  (meters)     278.83   (feet)  ADJUSTED  
 FF1598  ___________________________________________________________________
 FF1598  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF1598  DYNAMIC HT  -          84.914 (meters)     278.59  (feet)  COMP
 FF1598  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 FF1598
 FF1598  VERT ORDER  -  SECOND    CLASS 0
 FF1598
 FF1598.The horizontal coordinates were scaled from a topographic map and have
 FF1598.an estimated accuracy of +/- 6 seconds.
 FF1598
 FF1598.The orthometric height was determined by differential leveling
 FF1598.and adjusted by the National Geodetic Survey in June 1991..
 FF1598
 FF1598.The geoid height was determined by GEOID03.
 FF1598
 FF1598.The dynamic height is computed by dividing the NAVD 88
 FF1598.geopotential number by the normal gravity value computed on the
 FF1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1598.degrees latitude (g = 980.6199 gals.).
 FF1598
 FF1598.The modeled gravity was interpolated from observed gravity values.
 FF1598
 FF1598;                    North         East    Units  Estimated Accuracy
 FF1598;SPC AR N     -   160,140.      435,640.      MT  (+/- 180 meters Scaled)
 FF1598
 FF1598                          SUPERSEDED SURVEY CONTROL
 FF1598
 FF1598  NGVD 29 (??/??/??)   84.914  (m)          278.59   (f) ADJUSTED    2 0
 FF1598
 FF1598.Superseded values are not recommended for survey control.
 FF1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1598.See file dsdata.txt to determine how the superseded data were derived.
 FF1598
 FF1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV260600(NAD 83)
 FF1598_MARKER: DD = SURVEY DISK
 FF1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1598_STAMPING: J 9-4
 FF1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1598+STABILITY: SURFACE MOTION
 FF1598
 FF1598  HISTORY     - Date     Condition        Report By
 FF1598  HISTORY     - UNK      MONUMENTED       DOD
 FF1598  HISTORY     - 1934     GOOD             CGS
 FF1598  HISTORY     - 1941     GOOD             CGS
 FF1598
 FF1598                          STATION DESCRIPTION
 FF1598
 FF1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1598'3.6 MI E FROM BATESVILLE.
 FF1598'3.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1598'STATION AT BATESVILLE, INDEPENDENCE COUNTY, 42 FEET SOUTHEAST
 FF1598'OF THE TWENTY-SECOND POLE WEST OF MILEPOST 282, ABOUT 50 FEET
 FF1598'SOUTH OF THE CENTER LINE OF THE TRACK, 3 FEET SOUTHEAST OF A
 FF1598'FARM GATE, AND 1.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 FF1598'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED J 9-4
 FF1598'AND SET IN THE TOP OF A CONCRETE CYLINDER.
 FF1598
 FF1598                          STATION RECOVERY (1941)
 FF1598
 FF1598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 FF1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1455 ***********************************************************************
 DK1455  DESIGNATION -  J 90
 DK1455  PID         -  DK1455
 DK1455  STATE/COUNTY-  AR/LINCOLN
 DK1455  USGS QUAD   -  AVERY (1964)
 DK1455
 DK1455                         *CURRENT SURVEY CONTROL
 DK1455  ___________________________________________________________________
 DK1455* NAD 83(1986)-  33 57 38.     (N)    091 41 23.     (W)     SCALED    
 DK1455* NAVD 88     -        54.280  (meters)     178.08   (feet)  ADJUSTED  
 DK1455  ___________________________________________________________________
 DK1455  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DK1455  DYNAMIC HT  -          54.226 (meters)     177.91  (feet)  COMP
 DK1455  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 DK1455
 DK1455  VERT ORDER  -  SECOND    CLASS 0
 DK1455
 DK1455.The horizontal coordinates were scaled from a topographic map and have
 DK1455.an estimated accuracy of +/- 6 seconds.
 DK1455
 DK1455.The orthometric height was determined by differential leveling
 DK1455.and adjusted by the National Geodetic Survey in June 1991..
 DK1455
 DK1455.The geoid height was determined by GEOID03.
 DK1455
 DK1455.The dynamic height is computed by dividing the NAVD 88
 DK1455.geopotential number by the normal gravity value computed on the
 DK1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1455.degrees latitude (g = 980.6199 gals.).
 DK1455
 DK1455.The modeled gravity was interpolated from observed gravity values.
 DK1455
 DK1455;                    North         East    Units  Estimated Accuracy
 DK1455;SPC AR S     -   543,550.      428,680.      MT  (+/- 180 meters Scaled)
 DK1455
 DK1455                          SUPERSEDED SURVEY CONTROL
 DK1455
 DK1455  NGVD 29 (??/??/??)   54.363  (m)          178.36   (f) ADJUSTED    2 0
 DK1455
 DK1455.Superseded values are not recommended for survey control.
 DK1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1455.See file dsdata.txt to determine how the superseded data were derived.
 DK1455
 DK1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT210585(NAD 83)
 DK1455_MARKER: DB = BENCH MARK DISK
 DK1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1455_STAMPING: J-90 1935
 DK1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1455+STABILITY: SURFACE MOTION
 DK1455
 DK1455  HISTORY     - Date     Condition        Report By
 DK1455  HISTORY     - 1935     MONUMENTED       CGS
 DK1455  HISTORY     - 1963     MARK NOT FOUND   USGS
 DK1455
 DK1455                          STATION DESCRIPTION
 DK1455
 DK1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1455'8.4 MI W FROM GOULD.
 DK1455'8.4 MILES WEST OF, ALONG THE ARKANSAS R.R. FROM STATION ABOUT .2 MILE
 DK1455'EAST OF A WOODEN RAILROAD.  BRIDGE.  200 FEET NORTH OF NORTHEAST
 DK1455'CORNER OF A NEGRO CABIN.  18 FEET NORTHEAST OF CENTER OF A ROAD
 DK1455'CROSSING.  15 FEET NORTH OF CENTER OF RAILROAD TRACKS.  8 FEET EAST OF
 DK1455'THE SOUTHWEST CORNER OF A WIRE FENCE.  TABLET SET IN PRECAST CONCRETE
 DK1455'POST.
 DK1455
 DK1455                          STATION RECOVERY (1963)
 DK1455
 DK1455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DK1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0043 ***********************************************************************
 DL0043  DESIGNATION -  J 91
 DL0043  PID         -  DL0043
 DL0043  STATE/COUNTY-  AR/CALHOUN
 DL0043  USGS QUAD   -  TINSMAN (1985)
 DL0043
 DL0043                         *CURRENT SURVEY CONTROL
 DL0043  ___________________________________________________________________
 DL0043* NAD 83(1997)-  33 37 47.32454(N)    092 21 12.25611(W)     ADJUSTED  
 DL0043* NAVD 88     -        52.611  (meters)     172.61   (feet)  ADJUSTED  
 DL0043  ___________________________________________________________________
 DL0043  X           -    -218,296.873 (meters)                     COMP
 DL0043  Y           -  -5,311,647.407 (meters)                     COMP
 DL0043  Z           -   3,512,346.346 (meters)                     COMP
 DL0043  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DL0043  ELLIP HEIGHT-          26.57  (meters)          (09/24/01) GPS OBS
 DL0043  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DL0043  DYNAMIC HT  -          52.557 (meters)     172.43  (feet)  COMP
 DL0043  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 DL0043
 DL0043  HORZ ORDER  -  FIRST
 DL0043  VERT ORDER  -  SECOND    CLASS 0
 DL0043  ELLP ORDER  -  FOURTH    CLASS II
 DL0043
 DL0043.The horizontal coordinates were established by GPS observations
 DL0043.and adjusted by the National Geodetic Survey in September 1999..
 DL0043
 DL0043.The orthometric height was determined by differential leveling
 DL0043.and adjusted by the National Geodetic Survey in June 1991..
 DL0043
 DL0043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0043
 DL0043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0043
 DL0043.The ellipsoidal height was determined by GPS observations
 DL0043.and is referenced to NAD 83.
 DL0043
 DL0043.The geoid height was determined by GEOID03.
 DL0043
 DL0043.The dynamic height is computed by dividing the NAVD 88
 DL0043.geopotential number by the normal gravity value computed on the
 DL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0043.degrees latitude (g = 980.6199 gals.).
 DL0043
 DL0043.The modeled gravity was interpolated from observed gravity values.
 DL0043
 DL0043;                    North         East     Units Scale Factor Converg.
 DL0043;SPC AR S     -   506,881.504   367,211.784   MT  0.99994325   -0 11 52.1
 DL0043;SPC AR S     - 1,662,993.73  1,204,760.66   sFT  0.99994325   -0 11 52.1
 DL0043;UTM  15      - 3,721,298.954   559,969.965   MT  0.99964434   +0 21 29.2
 DL0043
 DL0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0043!SPC AR S     -   0.99999583  x   0.99994325  =   0.99993908
 DL0043!UTM  15      -   0.99999583  x   0.99964434  =   0.99964017
 DL0043
 DL0043                          SUPERSEDED SURVEY CONTROL
 DL0043
 DL0043  ELLIP H (09/14/99)   26.57   (m)                       GP(       ) 4 1
 DL0043  NAD 83(1997)-  33 37 47.33382(N)    092 21 12.24929(W) AD(       ) 1
 DL0043  ELLIP H (01/21/93)   26.28   (m)                       GP(       ) 4 2
 DL0043  NAD 83(1986)-  33 37 47.33590(N)    092 21 12.25059(W) AD(       ) 1
 DL0043  NGVD 29 (??/??/92)   52.673  (m)          172.81   (f) ADJ UNCH    2 0
 DL0043
 DL0043.Superseded values are not recommended for survey control.
 DL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0043.See file dsdata.txt to determine how the superseded data were derived.
 DL0043
 DL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5997021299(NAD 83)
 DL0043_MARKER: DB = BENCH MARK DISK
 DL0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0043_SP_SET: CULVERT
 DL0043_STAMPING: J-91 1935
 DL0043_MARK LOGO: CGS   
 DL0043_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0043+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1992
 DL0043
 DL0043  HISTORY     - Date     Condition        Report By
 DL0043  HISTORY     - 1935     MONUMENTED       CGS
 DL0043  HISTORY     - 1938     GOOD             NGS
 DL0043  HISTORY     - 1964     GOOD             NGS
 DL0043  HISTORY     - 19890901 GOOD             NGS
 DL0043  HISTORY     - 19900323 GOOD
 DL0043  HISTORY     - 19921206 GOOD             NOS
 DL0043
 DL0043                          STATION DESCRIPTION
 DL0043
 DL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 DL0043'IN TINSMAN.
 DL0043'AT TINSMAN, TABLET SET HORIZONTALLY ON SOUTH END OF EAST HEADWALL OF
 DL0043'CONCRETE CULVERT UNDER RAILROAD. ABOUT 150 FEET NORTHEAST OF NORTHEAST
 DL0043'CORNER OF CHICAGO, ROCK ISLAND AND PACIFIC RY. STATION. 55.3 FEET
 DL0043'SOUTHEAST OF CENTERLINE OF STREET AT RAILROAD CROSSING. 21.6 FEET EAST
 DL0043'OF CENTERLINE OF C. R. I. AND P. RY. MAIN TRACK. 1.3 FEET NORTH OF
 DL0043'SOUTH END OF HEADWALL.  1.1 FEET WEST OF EAST EDGE OF HEADWALL.
 DL0043
 DL0043                          STATION RECOVERY (1964)
 DL0043
 DL0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0043'RECOVERED IN GOOD CONDITION.
 DL0043
 DL0043                          STATION RECOVERY (1989)
 DL0043
 DL0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DL0043'STATION IS LOCATED ABOUT 21.9 KM (13.6 MI) SOUTH-SOUTHEAST OF FORDYCE,
 DL0043'14.7 KM (9.1 MI) NORTHEAST OF HAMPTON, AND 0.2 KM (0.1 MI) EAST OF
 DL0043'TINSMAN.  OWNERSHIP--MISSOURI PACIFIC RAILROAD.
 DL0043'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 274 AND 275 IN TINSMAN.
 DL0043'GO EAST ON STATE HIGHWAY 275 FOR 0.16 KM (0.10 MI) TO THE STATION ON
 DL0043'THE RIGHT.  JUST AFTER CROSSING THE RAILROAD TRACKS.  IN THE SOUTH
 DL0043'END OF THE EAST HEADWALL OF A 2.2 X 5 X 12 FOOT CONCRETE CULVERT
 DL0043'UNDER THE RAILROAD.
 DL0043'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---J 91 1935 173---.
 DL0043'SET IN THE TOP OF A CONCRETE HEADWALL THAT IS FLUSH WITH THE GROUND.
 DL0043'IT IS 15.6 M (51.2 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 275, 1.1
 DL0043'M (3.6 FT) EAST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) NORTH OF THE
 DL0043'SOUTH END OF THE HEADWALL.
 DL0043'RAILROAD IS SELDOM USED.
 DL0043'CAN USE TRIVET ON THIS MARK.
 DL0043'DESCRIBED BY E.J.HANSMANN.
 DL0043
 DL0043                          STATION RECOVERY (1990)
 DL0043
 DL0043'RECOVERED 1990
 DL0043'RECOVERED IN GOOD CONDITION.
 DL0043
 DL0043                          STATION RECOVERY (1992)
 DL0043
 DL0043'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0170 ***********************************************************************
 DL0170  DESIGNATION -  J 92
 DL0170  PID         -  DL0170
 DL0170  STATE/COUNTY-  AR/ASHLEY
 DL0170  USGS QUAD   -  VICK (1985)
 DL0170
 DL0170                         *CURRENT SURVEY CONTROL
 DL0170  ___________________________________________________________________
 DL0170* NAD 83(1986)-  33 15 02.     (N)    092 02 19.     (W)     SCALED    
 DL0170* NAVD 88     -        25.464  (meters)      83.54   (feet)  ADJUSTED  
 DL0170  ___________________________________________________________________
 DL0170  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DL0170  DYNAMIC HT  -          25.437 (meters)      83.45  (feet)  COMP
 DL0170  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DL0170
 DL0170  VERT ORDER  -  SECOND    CLASS 0
 DL0170
 DL0170.The horizontal coordinates were scaled from a topographic map and have
 DL0170.an estimated accuracy of +/- 6 seconds.
 DL0170
 DL0170.The orthometric height was determined by differential leveling
 DL0170.and adjusted by the National Geodetic Survey in June 1991..
 DL0170
 DL0170.The geoid height was determined by GEOID03.
 DL0170
 DL0170.The dynamic height is computed by dividing the NAVD 88
 DL0170.geopotential number by the normal gravity value computed on the
 DL0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0170.degrees latitude (g = 980.6199 gals.).
 DL0170
 DL0170.The modeled gravity was interpolated from observed gravity values.
 DL0170
 DL0170;                    North         East    Units  Estimated Accuracy
 DL0170;SPC AR S     -   464,760.      396,400.      MT  (+/- 180 meters Scaled)
 DL0170
 DL0170                          SUPERSEDED SURVEY CONTROL
 DL0170
 DL0170  NGVD 29 (??/??/92)   25.540  (m)           83.79   (f) ADJ UNCH    2 0
 DL0170
 DL0170.Superseded values are not recommended for survey control.
 DL0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0170.See file dsdata.txt to determine how the superseded data were derived.
 DL0170
 DL0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS895794(NAD 83)
 DL0170_MARKER: DB = BENCH MARK DISK
 DL0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0170_STAMPING: J 92 1935
 DL0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0170+STABILITY: SURFACE MOTION
 DL0170
 DL0170  HISTORY     - Date     Condition        Report By
 DL0170  HISTORY     - 1935     MONUMENTED       CGS
 DL0170
 DL0170                          STATION DESCRIPTION
 DL0170
 DL0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0170'6.5 MI SE FROM VICK.
 DL0170'IN ASHLEY COUNTY, 6.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND
 DL0170'AND PACIFIC RAILROAD FROM THE STATION AT VICK, BRADLEY COUNTY, AT
 DL0170'MILEAGE 32.5, 0.3 MILE EAST OF THE SIDING MARKER AT STILLIONS, 46
 DL0170'YARDS NORTHWEST OF POLE 32+10, 89.4 FEET NORTH OF THE CENTERLINE OF
 DL0170'THE TRACK, 2.8 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A PICKET
 DL0170'FENCE, 2.1 FEET WEST OF A NORTH AND SOUTH FENCE, AND 2 FEET SOUTH OF A
 DL0170'FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED J 92 1935 AND
 DL0170'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1504 ***********************************************************************
 FG1504  DESIGNATION -  J 93
 FG1504  PID         -  FG1504
 FG1504  STATE/COUNTY-  AR/FRANKLIN
 FG1504  USGS QUAD   -  CRAVENS (1973)
 FG1504
 FG1504                         *CURRENT SURVEY CONTROL
 FG1504  ___________________________________________________________________
 FG1504* NAD 83(1986)-  35 36 07.     (N)    093 53 49.     (W)     SCALED    
 FG1504* NAVD 88     -       291.852  (meters)     957.52   (feet)  ADJUSTED  
 FG1504  ___________________________________________________________________
 FG1504  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FG1504  DYNAMIC HT  -         291.582 (meters)     956.63  (feet)  COMP
 FG1504  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FG1504
 FG1504  VERT ORDER  -  SECOND    CLASS 0
 FG1504
 FG1504.The horizontal coordinates were scaled from a topographic map and have
 FG1504.an estimated accuracy of +/- 6 seconds.
 FG1504
 FG1504.The orthometric height was determined by differential leveling
 FG1504.and adjusted by the National Geodetic Survey in June 1991..
 FG1504
 FG1504.The geoid height was determined by GEOID03.
 FG1504
 FG1504.The dynamic height is computed by dividing the NAVD 88
 FG1504.geopotential number by the normal gravity value computed on the
 FG1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1504.degrees latitude (g = 980.6199 gals.).
 FG1504
 FG1504.The modeled gravity was interpolated from observed gravity values.
 FG1504
 FG1504;                    North         East    Units  Estimated Accuracy
 FG1504;SPC AR N     -   142,400.      228,130.      MT  (+/- 180 meters Scaled)
 FG1504
 FG1504                          SUPERSEDED SURVEY CONTROL
 FG1504
 FG1504  NGVD 29 (??/??/92)  291.777  (m)          957.27   (f) ADJ UNCH    2 0
 FG1504
 FG1504.Superseded values are not recommended for survey control.
 FG1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1504.See file dsdata.txt to determine how the superseded data were derived.
 FG1504
 FG1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV187401(NAD 83)
 FG1504_MARKER: DB = BENCH MARK DISK
 FG1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1504_STAMPING: J 93 1935
 FG1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1504+STABILITY: SURFACE MOTION
 FG1504
 FG1504  HISTORY     - Date     Condition        Report By
 FG1504  HISTORY     - 1935     MONUMENTED       CGS
 FG1504  HISTORY     - 1959     GOOD             NGS
 FG1504  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1504
 FG1504                          STATION DESCRIPTION
 FG1504
 FG1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1504'1.1 MI SW FROM JETHRO.
 FG1504'1.1 MILES SOUTHWEST ALONG THE JETHRO-MULBERRY ROAD FROM THE POST
 FG1504'OFFICE AT JETHRO, FRANKLIN COUNTY, AT THE TOP OF A HILL, 0.2 MILE
 FG1504'NORTHEAST OF A FARMHOUSE IN A FIELD, 21 FEET EAST OF THE CENTERLINE OF
 FG1504'THE ROAD, 44 FEET SOUTH OF A 16-INCH DEAD OAK TREE, AND 1 FOOT WEST OF
 FG1504'A FENCE.  A STANDARD DISK, STAMPED J 93 1935 AND SET IN THE TOP OF A
 FG1504'CONCRETE POST.  NOTE-- 100 FEET SOUTH OF THE CENTER OF A GATE THAT IS
 FG1504'AT THE CREST OF THE HILL.
 FG1504
 FG1504                          STATION RECOVERY (1972)
 FG1504
 FG1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1412 ***********************************************************************
 FG1412  DESIGNATION -  J 94
 FG1412  PID         -  FG1412
 FG1412  STATE/COUNTY-  AR/JOHNSON
 FG1412  USGS QUAD   -  HARMONY (1963)
 FG1412
 FG1412                         *CURRENT SURVEY CONTROL
 FG1412  ___________________________________________________________________
 FG1412* NAD 83(1986)-  35 33 38.     (N)    093 37 30.     (W)     SCALED    
 FG1412* NAVD 88     -       211.736  (meters)     694.67   (feet)  ADJUSTED  
 FG1412  ___________________________________________________________________
 FG1412  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FG1412  DYNAMIC HT  -         211.538 (meters)     694.02  (feet)  COMP
 FG1412  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FG1412
 FG1412  VERT ORDER  -  SECOND    CLASS 0
 FG1412
 FG1412.The horizontal coordinates were scaled from a topographic map and have
 FG1412.an estimated accuracy of +/- 6 seconds.
 FG1412
 FG1412.The orthometric height was determined by differential leveling
 FG1412.and adjusted by the National Geodetic Survey in June 1991..
 FG1412
 FG1412.The geoid height was determined by GEOID03.
 FG1412
 FG1412.The dynamic height is computed by dividing the NAVD 88
 FG1412.geopotential number by the normal gravity value computed on the
 FG1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1412.degrees latitude (g = 980.6199 gals.).
 FG1412
 FG1412.The modeled gravity was interpolated from observed gravity values.
 FG1412
 FG1412;                    North         East    Units  Estimated Accuracy
 FG1412;SPC AR N     -   137,370.      252,690.      MT  (+/- 180 meters Scaled)
 FG1412
 FG1412                          SUPERSEDED SURVEY CONTROL
 FG1412
 FG1412  NGVD 29 (??/??/92)  211.690  (m)          694.52   (f) ADJ UNCH    2 0
 FG1412
 FG1412.Superseded values are not recommended for survey control.
 FG1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1412.See file dsdata.txt to determine how the superseded data were derived.
 FG1412
 FG1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV433353(NAD 83)
 FG1412_MARKER: DB = BENCH MARK DISK
 FG1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1412_STAMPING: J 94 1935
 FG1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1412+STABILITY: SURFACE MOTION
 FG1412
 FG1412  HISTORY     - Date     Condition        Report By
 FG1412  HISTORY     - 1935     MONUMENTED       CGS
 FG1412
 FG1412                          STATION DESCRIPTION
 FG1412
 FG1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1412'3.9 MI NE FROM HUNT.
 FG1412'3.9 MILES NORTHEAST ALONG THE HARMONY-HUNT ROAD FROM THE WALTER TEMPLE
 FG1412'HOME AT HUNT, JOHNSON COUNTY, 30 FEET SOUTHEAST OF THE FOOT OF A PINE
 FG1412'RIDGE, 35 FEET EAST OF THE EAST CORNER OF THE GEORGE MORRIS FARMHOUSE
 FG1412'ON THE GEORGE RAY FARM, 24 FEET NORTHWEST OF THE CENTERLINE OF THE
 FG1412'ROAD, 6 FEET EAST OF A SOUTH FENCE CORNER, AND 2 FEET SOUTHEAST OF A
 FG1412'FENCE.  A STANDARD DISK, STAMPED J 94 1935 AND SET IN THE TOP OF A
 FG1412'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1479 ***********************************************************************
 FG1479  DESIGNATION -  J 95
 FG1479  PID         -  FG1479
 FG1479  STATE/COUNTY-  AR/JOHNSON
 FG1479  USGS QUAD   -  OARK (1973)
 FG1479
 FG1479                         *CURRENT SURVEY CONTROL
 FG1479  ___________________________________________________________________
 FG1479* NAD 83(1986)-  35 38 01.     (N)    093 35 45.     (W)     SCALED    
 FG1479* NAVD 88     -       461.061  (meters)    1512.66   (feet)  ADJUSTED  
 FG1479  ___________________________________________________________________
 FG1479  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FG1479  DYNAMIC HT  -         460.612 (meters)    1511.19  (feet)  COMP
 FG1479  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 FG1479
 FG1479  VERT ORDER  -  SECOND    CLASS 0
 FG1479
 FG1479.The horizontal coordinates were scaled from a topographic map and have
 FG1479.an estimated accuracy of +/- 6 seconds.
 FG1479
 FG1479.The orthometric height was determined by differential leveling
 FG1479.and adjusted by the National Geodetic Survey in June 1991..
 FG1479
 FG1479.The geoid height was determined by GEOID03.
 FG1479
 FG1479.The dynamic height is computed by dividing the NAVD 88
 FG1479.geopotential number by the normal gravity value computed on the
 FG1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1479.degrees latitude (g = 980.6199 gals.).
 FG1479
 FG1479.The modeled gravity was interpolated from observed gravity values.
 FG1479
 FG1479;                    North         East    Units  Estimated Accuracy
 FG1479;SPC AR N     -   145,430.      255,470.      MT  (+/- 180 meters Scaled)
 FG1479
 FG1479                          SUPERSEDED SURVEY CONTROL
 FG1479
 FG1479  NGVD 29 (??/??/92)  460.998  (m)         1512.46   (f) ADJ UNCH    2 0
 FG1479
 FG1479.Superseded values are not recommended for survey control.
 FG1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1479.See file dsdata.txt to determine how the superseded data were derived.
 FG1479
 FG1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV460434(NAD 83)
 FG1479_MARKER: DB = BENCH MARK DISK
 FG1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1479_STAMPING: J 95 1935
 FG1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1479+STABILITY: SURFACE MOTION
 FG1479
 FG1479  HISTORY     - Date     Condition        Report By
 FG1479  HISTORY     - 1935     MONUMENTED       CGS
 FG1479  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1479
 FG1479                          STATION DESCRIPTION
 FG1479
 FG1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1479'1.8 MI W FROM OARK.
 FG1479'1.8 MILES WEST ALONG THE TAFT-OARK ROAD FROM THE POST OFFICE AT OARK,
 FG1479'JOHNSON COUNTY, 3.9 MILES SOUTH ALONG STATE HIGHWAY 123, 3.5 MILES
 FG1479'SOUTH OF A BRIDGE OVER MULBERRY CREEK, ON A RIDGE ON YARBROUGH
 FG1479'MOUNTAIN, 150 FEET SOUTHEAST OF A U-CURVE IN THE HIGHWAY, 72 FEET
 FG1479'SOUTHEAST OF A STONE CULVERT, 37 FEET SOUTH OF THE CENTERLINE OF THE
 FG1479'HIGHWAY, 18 FEET SOUTH OF A 14-INCH OAK TREE, AND 16 FEET NORTH OF A
 FG1479'12-INCH PINE TREE.  A STANDARD DISK, STAMPED J 95 1935 AND SET IN THE
 FG1479'TOP OF A CONCRETE POST.
 FG1479
 FG1479                          STATION RECOVERY (1973)
 FG1479
 FG1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0501 ***********************************************************************
 EJ0501  DESIGNATION -  J 97
 EJ0501  PID         -  EJ0501
 EJ0501  STATE/COUNTY-  AR/JEFFERSON
 EJ0501  USGS QUAD   -  REDFIELD (1984)
 EJ0501
 EJ0501                         *CURRENT SURVEY CONTROL
 EJ0501  ___________________________________________________________________
 EJ0501* NAD 83(1986)-  34 22 49.     (N)    092 09 51.     (W)     SCALED    
 EJ0501* NAVD 88     -       103.946  (meters)     341.03   (feet)  ADJUSTED  
 EJ0501  ___________________________________________________________________
 EJ0501  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ0501  DYNAMIC HT  -         103.846 (meters)     340.70  (feet)  COMP
 EJ0501  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EJ0501
 EJ0501  VERT ORDER  -  FIRST     CLASS II
 EJ0501
 EJ0501.The horizontal coordinates were scaled from a topographic map and have
 EJ0501.an estimated accuracy of +/- 6 seconds.
 EJ0501
 EJ0501.The orthometric height was determined by differential leveling
 EJ0501.and adjusted by the National Geodetic Survey in June 1991..
 EJ0501
 EJ0501.The geoid height was determined by GEOID03.
 EJ0501
 EJ0501.The dynamic height is computed by dividing the NAVD 88
 EJ0501.geopotential number by the normal gravity value computed on the
 EJ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0501.degrees latitude (g = 980.6199 gals.).
 EJ0501
 EJ0501.The modeled gravity was interpolated from observed gravity values.
 EJ0501
 EJ0501;                    North         East    Units  Estimated Accuracy
 EJ0501;SPC AR S     -   590,070.      384,900.      MT  (+/- 180 meters Scaled)
 EJ0501
 EJ0501                          SUPERSEDED SURVEY CONTROL
 EJ0501
 EJ0501  NGVD 29 (??/??/92)  104.038  (m)          341.33   (f) ADJ UNCH    1 2
 EJ0501
 EJ0501.Superseded values are not recommended for survey control.
 EJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0501.See file dsdata.txt to determine how the superseded data were derived.
 EJ0501
 EJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU768046(NAD 83)
 EJ0501_MARKER: DB = BENCH MARK DISK
 EJ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0501_STAMPING: J 97 1935
 EJ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0501+STABILITY: SURFACE MOTION
 EJ0501
 EJ0501  HISTORY     - Date     Condition        Report By
 EJ0501  HISTORY     - 1935     MONUMENTED       CGS
 EJ0501  HISTORY     - 1937     GOOD             ARGS
 EJ0501  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0501
 EJ0501                          STATION DESCRIPTION
 EJ0501
 EJ0501'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0501'IN JEFFERSON SPRINGS.
 EJ0501'AT JEFFERSON SPRINGS, JEFFERSON COUNTY, 70 FEET WEST OF THE SOUTHWEST
 EJ0501'CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, 140 FEET NORTHWEST OF
 EJ0501'POLE 373+20, AT A DIRT-ROAD CROSSING, 62 FEET NORTH OF THE CENTERLINE
 EJ0501'OF THE DIRT ROAD, AND 49 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.
 EJ0501'A STANDARD DISK, STAMPED J 97 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0501'POST.
 EJ0501
 EJ0501                          STATION RECOVERY (1984)
 EJ0501
 EJ0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0501'NOT RECOVERED, THE RAILROAD STATION IS GONE, A BURIED CABLE IS NOW IN
 EJ0501'THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0894 ***********************************************************************
 EJ0894  DESIGNATION -  J 98
 EJ0894  PID         -  EJ0894
 EJ0894  STATE/COUNTY-  AR/SALINE
 EJ0894  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0894
 EJ0894                         *CURRENT SURVEY CONTROL
 EJ0894  ___________________________________________________________________
 EJ0894* NAD 83(1986)-  34 41 35.     (N)    092 39 47.     (W)     SCALED    
 EJ0894* NAVD 88     -       119.213  (meters)     391.12   (feet)  ADJUSTED  
 EJ0894  ___________________________________________________________________
 EJ0894  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EJ0894  DYNAMIC HT  -         119.099 (meters)     390.74  (feet)  COMP
 EJ0894  MODELED GRAV-     979,678.4   (mgal)                       NAVD 88
 EJ0894
 EJ0894  VERT ORDER  -  SECOND    CLASS 0
 EJ0894
 EJ0894.The horizontal coordinates were scaled from a topographic map and have
 EJ0894.an estimated accuracy of +/- 6 seconds.
 EJ0894
 EJ0894.The orthometric height was determined by differential leveling
 EJ0894.and adjusted by the National Geodetic Survey in June 1991..
 EJ0894
 EJ0894.The geoid height was determined by GEOID03.
 EJ0894
 EJ0894.The dynamic height is computed by dividing the NAVD 88
 EJ0894.geopotential number by the normal gravity value computed on the
 EJ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0894.degrees latitude (g = 980.6199 gals.).
 EJ0894
 EJ0894.The modeled gravity was interpolated from observed gravity values.
 EJ0894
 EJ0894;                    North         East    Units  Estimated Accuracy
 EJ0894;SPC AR S     -   624,960.      339,250.      MT  (+/- 180 meters Scaled)
 EJ0894
 EJ0894                          SUPERSEDED SURVEY CONTROL
 EJ0894
 EJ0894  NGVD 29 (??/??/92)  119.233  (m)          391.18   (f) ADJ UNCH    2 0
 EJ0894
 EJ0894.Superseded values are not recommended for survey control.
 EJ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0894.See file dsdata.txt to determine how the superseded data were derived.
 EJ0894
 EJ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU308390(NAD 83)
 EJ0894_MARKER: DB = BENCH MARK DISK
 EJ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0894_STAMPING: J 98 1935
 EJ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0894+STABILITY: SURFACE MOTION
 EJ0894
 EJ0894  HISTORY     - Date     Condition        Report By
 EJ0894  HISTORY     - 1935     MONUMENTED       CGS
 EJ0894
 EJ0894                          STATION DESCRIPTION
 EJ0894
 EJ0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0894'1.6 MI E FROM BLAND.
 EJ0894'1.6 MILES EAST ALONG THE GRADED ROAD LEADING TO TATUMVILLE FROM THE
 EJ0894'INTERSECTION OF THE ROADS LEADING TO FERNDALE AND TO PARON AT BLAND,
 EJ0894'SALINE COUNTY, 0.5 MILE NORTHEAST OF THE ABANDONED POST OFFICE, 100
 EJ0894'FEET WEST OF THE WEST END OF THE J. W. VANDERGRIFT FARMHOUSE, 20 FEET
 EJ0894'NORTH OF THE CENTERLINE OF A DIRT ROAD LEADING TO A FORD ACROSS NORTH
 EJ0894'FORK RIVER AND TO PLEASANT HILL CHURCH, 30 FEET SOUTHEAST OF THE
 EJ0894'CENTERLINE OF THE GRADED ROAD, AND 4.5 FEET NORTHEAST OF AN 18-INCH
 EJ0894'SWEET GUM TREE.  A STANDARD DISK, STAMPED J 98 1935 AND SET IN THE TOP
 EJ0894'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0842 ***********************************************************************
 EJ0842  DESIGNATION -  J 99
 EJ0842  PID         -  EJ0842
 EJ0842  STATE/COUNTY-  AR/PULASKI
 EJ0842  USGS QUAD   -  FERNDALE (1984)
 EJ0842
 EJ0842                         *CURRENT SURVEY CONTROL
 EJ0842  ___________________________________________________________________
 EJ0842* NAD 83(1986)-  34 49 14.     (N)    092 31 24.     (W)     SCALED    
 EJ0842* NAVD 88     -        94.879  (meters)     311.28   (feet)  ADJUSTED  
 EJ0842  ___________________________________________________________________
 EJ0842  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EJ0842  DYNAMIC HT  -          94.789 (meters)     310.99  (feet)  COMP
 EJ0842  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 EJ0842
 EJ0842  VERT ORDER  -  SECOND    CLASS 0
 EJ0842
 EJ0842.The horizontal coordinates were scaled from a topographic map and have
 EJ0842.an estimated accuracy of +/- 6 seconds.
 EJ0842
 EJ0842.The orthometric height was determined by differential leveling
 EJ0842.and adjusted by the National Geodetic Survey in June 1991..
 EJ0842
 EJ0842.The geoid height was determined by GEOID03.
 EJ0842
 EJ0842.The dynamic height is computed by dividing the NAVD 88
 EJ0842.geopotential number by the normal gravity value computed on the
 EJ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0842.degrees latitude (g = 980.6199 gals.).
 EJ0842
 EJ0842.The modeled gravity was interpolated from observed gravity values.
 EJ0842
 EJ0842;                    North         East    Units  Estimated Accuracy
 EJ0842;SPC AR S     -   639,030.      352,120.      MT  (+/- 180 meters Scaled)
 EJ0842
 EJ0842                          SUPERSEDED SURVEY CONTROL
 EJ0842
 EJ0842  NGVD 29 (??/??/92)   94.915  (m)          311.40   (f) ADJ UNCH    2 0
 EJ0842
 EJ0842.Superseded values are not recommended for survey control.
 EJ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0842.See file dsdata.txt to determine how the superseded data were derived.
 EJ0842
 EJ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU435532(NAD 83)
 EJ0842_MARKER: DB = BENCH MARK DISK
 EJ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0842_STAMPING: J 99 1935
 EJ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0842+STABILITY: SURFACE MOTION
 EJ0842
 EJ0842  HISTORY     - Date     Condition        Report By
 EJ0842  HISTORY     - 1935     MONUMENTED       CGS
 EJ0842  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0842
 EJ0842                          STATION DESCRIPTION
 EJ0842
 EJ0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0842'1.8 MI SW FROM PINNACLE.
 EJ0842'1.8 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO, ROCK ISLAND
 EJ0842'AND PACIFIC RAILROAD STATION AT PINNACLE, PULASKI COUNTY, 1.7 MILES
 EJ0842'WEST ALONG STATE HIGHWAY 10, 0.2 MILE WEST OF THE STEEL HIGHWAY BRIDGE
 EJ0842'OVER LITTLE MAUMELLE RIVER, AT THE JUNCTION OF A ROAD LEADING SOUTH TO
 EJ0842'FERNDALE, 98 FEET NORTHEAST OF AN UNPAINTED FRAME FARMHOUSE, 48 FEET
 EJ0842'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 37 FEET WEST OF THE CENTERLINE
 EJ0842'OF THE FERNDALE ROAD, AND 9 FEET NORTH OF A FENCE.  A STANDARD DISK,
 EJ0842'STAMPED J 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1960 ***********************************************************************
 EJ1960  DESIGNATION -  JACK MOUNTAIN RAD STA KEO 70
 EJ1960  PID         -  EJ1960
 EJ1960  STATE/COUNTY-  AR/HOT SPRING
 EJ1960  USGS QUAD   -  DE ROCHE (1966)
 EJ1960
 EJ1960                         *CURRENT SURVEY CONTROL
 EJ1960  ___________________________________________________________________
 EJ1960* NAD 83(1997)-  34 22 20.67131(N)    093 02 44.10939(W)     ADJUSTED  
 EJ1960* NAVD 88     -                                                        
 EJ1960  ___________________________________________________________________
 EJ1960  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 EJ1960  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EJ1960
 EJ1960  HORZ ORDER  -  THIRD
 EJ1960
 EJ1960.The horizontal coordinates were established by classical geodetic methods
 EJ1960.and adjusted by the National Geodetic Survey in September 1999..
 EJ1960
 EJ1960
 EJ1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1960
 EJ1960.The geoid height was determined by GEOID03.
 EJ1960
 EJ1960;                    North         East     Units Scale Factor Converg.
 EJ1960;SPC AR S     -   589,680.461   303,835.192   MT  0.99993581   -0 35 06.7
 EJ1960;SPC AR S     - 1,934,643.31    996,832.63   sFT  0.99993581   -0 35 06.7
 EJ1960;UTM  15      - 3,803,450.111   495,808.697   MT  0.99960022   -0 01 32.7
 EJ1960
 EJ1960                          SUPERSEDED SURVEY CONTROL
 EJ1960
 EJ1960  NAD 83(1986)-  34 22 20.68192(N)    093 02 44.10131(W) AD(       ) 4
 EJ1960  NAD 27      -  34 22 20.36029(N)    093 02 43.46636(W) AD(       ) 3
 EJ1960
 EJ1960.Superseded values are not recommended for survey control.
 EJ1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1960.See file dsdata.txt to determine how the superseded data were derived.
 EJ1960
 EJ1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9580903450(NAD 83)
 EJ1960_MARKER: 42 = RADIO/TV MAST
 EJ1960
 EJ1960  HISTORY     - Date     Condition        Report By
 EJ1960  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1960  HISTORY     - 19980425 GOOD             USPSQD
 EJ1960
 EJ1960                          STATION DESCRIPTION
 EJ1960
 EJ1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1960'THE STATION IS THE CENTER OF THE RED LIGHT AT THE TOP OF
 EJ1960'THE MAST, LOCATED ON JACK MOUNTAIN ABOUT 9 MILES SOUTH OF
 EJ1960'HOT SPRINGS.  IT IS A TRIANGULAR SHAPE GUYED STEEL MAST WITH
 EJ1960'A RED LIGHT AT THE TOP AND HAS 2 METAL DISKS HALF WAY TO
 EJ1960'THE TOP.  THE MAST IS PAINTED IN ALTERNATE SECTIONS OF ORANGE
 EJ1960'AND WHITE AND IS 200 FEET HIGH AND IS OWNED BY PALMER
 EJ1960'PUBLICATIONS.
 EJ1960'
 EJ1960'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 84 IN
 EJ1960'BISMARCK, GO EASTERLY ON HIGHWAY 84 FOR 7.7 MILES TO A SIDE
 EJ1960'ROAD LEFT AND TROR PRICES STORE ON THE LEFT.  TURN LEFT
 EJ1960'AND GO NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO A ROAD FORK.
 EJ1960'TAKE THE LEFT FORK AND CONTINUE NORTH AND WEST ON A GRAVELED
 EJ1960'ROAD FOR 1.3 MILES TO A FORK.  TURN RIGHT AND GO NORTHERLY
 EJ1960'UP HILL FOR 0.3 MILE TO WHERE THE ROAD CURVES SHARP LEFT
 EJ1960'AND THE MAST ON THE LEFT.
 EJ1960
 EJ1960                          STATION RECOVERY (1998)
 EJ1960
 EJ1960'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2959 ***********************************************************************
 EH2959  DESIGNATION -  JACKS BAY
 EH2959  PID         -  EH2959
 EH2959  STATE/COUNTY-  AR/ARKANSAS
 EH2959  USGS QUAD   -  HENRICO SW (1967)
 EH2959
 EH2959                         *CURRENT SURVEY CONTROL
 EH2959  ___________________________________________________________________
 EH2959* NAD 83(1997)-  34 05 43.29178(N)    091 10 11.08882(W)     ADJUSTED  
 EH2959* NAVD 88     -        46.10   (+/-2cm)     151.2    (feet)  VERTCON   
 EH2959  ___________________________________________________________________
 EH2959  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 EH2959  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH2959
 EH2959  HORZ ORDER  -  SECOND
 EH2959  VERT ORDER  -  THIRD ? (See Below)
 EH2959
 EH2959.The horizontal coordinates were established by classical geodetic methods
 EH2959.and adjusted by the National Geodetic Survey in September 1999..
 EH2959
 EH2959.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2959.The vertical order pertains to the NGVD 29 superseded value.
 EH2959
 EH2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2959
 EH2959.The geoid height was determined by GEOID03.
 EH2959
 EH2959;                    North         East     Units Scale Factor Converg.
 EH2959;SPC AR S     -   558,770.106   476,609.896   MT  0.99991903   +0 27 52.9
 EH2959;SPC AR S     - 1,833,231.59  1,563,677.63   sFT  0.99991903   +0 27 52.9
 EH2959;SPC MS W     -   509,840.018   622,817.397   MT  1.00002341   -0 28 08.0
 EH2959;SPC MS W     - 1,672,700.13  2,043,360.08   sFT  1.00002341   -0 28 08.0
 EH2959;UTM  15      - 3,774,241.278   668,841.561   MT  0.99995142   +1 01 34.4
 EH2959
 EH2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2959!SPC AR S     -   0.99999691  x   0.99991903  =   0.99991594
 EH2959!SPC MS W     -   0.99999691  x   1.00002341  =   1.00002032
 EH2959!UTM  15      -   0.99999691  x   0.99995142  =   0.99994833
 EH2959
 EH2959|---------------------------------------------------------------------|
 EH2959| PID    Reference Object                     Distance      Geod. Az  |
 EH2959|                                                           dddmmss.s |
 EH2959| CY6303 JACKS BAY RM 1                       29.521 METERS 01926     |
 EH2959| CY6304 JACKS BAY RM 2                       38.057 METERS 14209     |
 EH2959| EH2966 TICHNOR                             APPROX.10.1 KM 2975330.2 |
 EH2959|---------------------------------------------------------------------|
 EH2959
 EH2959                          SUPERSEDED SURVEY CONTROL
 EH2959
 EH2959  NAD 83(1997)-  34 05 43.29640(N)    091 10 11.08599(W) AD(       ) 2
 EH2959  NAD 83(1986)-  34 05 43.29949(N)    091 10 11.08417(W) AD(       ) 2
 EH2959  NAD 27      -  34 05 42.92994(N)    091 10 10.67311(W) AD(       ) 2
 EH2959  NGVD 29 (07/19/86)   46.16   (m)          151.4    (f) LEVELING    3  
 EH2959
 EH2959.Superseded values are not recommended for survey control.
 EH2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2959.See file dsdata.txt to determine how the superseded data were derived.
 EH2959
 EH2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6884274241(NAD 83)
 EH2959_MARKER: DS = TRIANGULATION STATION DISK
 EH2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2959
 EH2959  HISTORY     - Date     Condition        Report By
 EH2959  HISTORY     - 1964     MONUMENTED       CGS
 EH2959
 EH2959                          STATION DESCRIPTION
 EH2959
 EH2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2959'STATION IS ABOUT 12 MILES EAST OF GILLETT, NEAR THE MOUTH OF
 EH2959'LA GRUE BAYOU AND THE WHITE RIVER, AT JACKS BAY, NEAR THE CENTER
 EH2959'OF THE WEST EDGE OF SECTION 7, T. 7 S., R. 1 W., AND ON THE
 EH2959'PROPERTY OWNED BY THE WHITE RIVER NATIONAL WILDLIFE REFUGE.
 EH2959'
 EH2959'TO REACH THE STATION FROM THE POST OFFICE IN TICHNOR, GO
 EH2959'SOUTH ON STATE HIGHWAY 44 FOR 0.3 MILE TO A SIDE ROAD LEFT.
 EH2959'TURN LEFT AND GO EASTERLY ON STATE HIGHWAY 44 FOR 1.7 MILES
 EH2959'TO A CROSSROAD AND A TRIANGLE FORMED BY THE ROADS.  CONTINUE
 EH2959'AHEAD EAST ON A GRAVELED ROAD FOR 1.5 MILES TO A CROSSROAD.
 EH2959'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO
 EH2959'A POINT WHERE THE ROAD TURNS SHARP LEFT.  TURN LEFT AND GO
 EH2959'EAST, SOUTH AND SOUTHEAST ON A GRAVELED ROAD FOR 3.85 MILES TO
 EH2959'A PICNIC AREA ALONG THE RIVER BANK AND A SIGN JACKS BAY
 EH2959'RECREATION AREA ON THE LEFT.  CONTINUE SOUTH ON THE GRAVELED
 EH2959'ROAD FOR 0.2 MILE TO A WELL AND PUMP ON THE RIGHT AND THE
 EH2959'STATION ON THE RIGHT.
 EH2959'
 EH2959'STATION MARKS ARE STANDARD DISKS STAMPED JACKS BAY 1964.  THE
 EH2959'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS 1
 EH2959'INCH UNDERGROUND.  IT IS 25.7 FEET SOUTHWEST OF THE WATER
 EH2959'PUMP, 54 FEET EAST-NORTHEAST OF A 24 INCH OAK TREE, 45 FEET
 EH2959'NORTH OF A 36 INCH OAK TREE, 42 FEET WEST OF THE CENTERLINE
 EH2959'OF THE GRAVELED ROAD, AND 33 FEET SOUTHWEST OF AN 18 INCH
 EH2959'OAK TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 EH2959'OF CONCRETE 39 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2959'
 EH2959'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JACKS BAY NO 1 1964,
 EH2959'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 EH2959'IT IS 18 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROD, 9
 EH2959'FEET SOUTHEAST OF A 36 INCH OAK TREE, AND 2 FEET SOUTHWEST OF
 EH2959'A METAL WITNESS POST.
 EH2959'
 EH2959'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JACKS BAY NO
 EH2959'2 1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH2959'WITH THE SURFACE OF THE GROUND.  IT IS 19 FEET SOUTH OF THE
 EH2959'CENTERLINE OF THE GRAVELED ROAD, 34 FEET NORTHWEST OF A 16 INCH
 EH2959'HICKORY TREE, AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 EH2959'
 EH2959'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0106 ***********************************************************************
 DL0106  DESIGNATION -  JACKS ISLAND BOLT
 DL0106  PID         -  DL0106
 DL0106  STATE/COUNTY-  AR/UNION
 DL0106  USGS QUAD   -  MORO BAY (1981)
 DL0106
 DL0106                         *CURRENT SURVEY CONTROL
 DL0106  ___________________________________________________________________
 DL0106* NAD 83(1986)-  33 15 43.     (N)    092 17 18.     (W)     SCALED    
 DL0106* NAVD 88     -        23.884  (meters)      78.36   (feet)  ADJUSTED  
 DL0106  ___________________________________________________________________
 DL0106  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0106  DYNAMIC HT  -          23.859 (meters)      78.28  (feet)  COMP
 DL0106  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 DL0106
 DL0106  VERT ORDER  -  SECOND    CLASS 0
 DL0106
 DL0106.The horizontal coordinates were scaled from a topographic map and have
 DL0106.an estimated accuracy of +/- 6 seconds.
 DL0106
 DL0106.The orthometric height was determined by differential leveling
 DL0106.and adjusted by the National Geodetic Survey in June 1991..
 DL0106
 DL0106.The geoid height was determined by GEOID03.
 DL0106
 DL0106.The dynamic height is computed by dividing the NAVD 88
 DL0106.geopotential number by the normal gravity value computed on the
 DL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0106.degrees latitude (g = 980.6199 gals.).
 DL0106
 DL0106.The modeled gravity was interpolated from observed gravity values.
 DL0106
 DL0106;                    North         East    Units  Estimated Accuracy
 DL0106;SPC AR S     -   466,060.      373,130.      MT  (+/- 180 meters Scaled)
 DL0106
 DL0106                          SUPERSEDED SURVEY CONTROL
 DL0106
 DL0106  NGVD 29 (??/??/92)   23.922  (m)           78.48   (f) ADJ UNCH    2 0
 DL0106
 DL0106.Superseded values are not recommended for survey control.
 DL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0106.See file dsdata.txt to determine how the superseded data were derived.
 DL0106
 DL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS662805(NAD 83)
 DL0106_MARKER: B = BOLT
 DL0106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0106_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0106
 DL0106  HISTORY     - Date     Condition        Report By
 DL0106  HISTORY     - UNK      MONUMENTED       USE
 DL0106  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0106
 DL0106                          STATION DESCRIPTION
 DL0106
 DL0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0106'14.25 MI SE FROM WILMINGTON.
 DL0106'14-1/4 MILES DOWNSTREAM ALONG THE BANK OF OUACHITA RIVER FROM
 DL0106'WILMINGTON, UNION COUNTY, ABOUT 500 YARDS EAST OF JACKS LANDING, ABOUT
 DL0106'100 YARDS EAST OF JACKS ISLAND, ABOUT 225 FEET SOUTH OF THE SOUTH BANK
 DL0106'OF THE RIVER, AND ABOUT 190 FEET SOUTH OF A 14-INCH SWEET GUM TREE
 DL0106'MARKED WITH THE WHITE PAINTED LETTERS U.S.C.E.P.B.M. AND WITH A COPPER
 DL0106'NAIL AND WASHER IN THE EAST ROOT STAMPED U.S.G.S.B.M. THE TOP OF A
 DL0106'ROUND-HEADED COPPER BOLT SURROUNDED BY THE LETTERS USBM AND SET IN A
 DL0106'BLOCK OF LIMESTONE ABOUT 4 FEET UNDER GROUND.  ACCESS TO THE MARK IS
 DL0106'HAD THROUGH AN IRON PIPE, ON THE TOP OF WHICH IS BOLTED AN IRON CAP
 DL0106'BEARING A SMALL BOSS AND THE LETTERS USEBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1186 ***********************************************************************
 DM1186  DESIGNATION -  JACKSON
 DM1186  PID         -  DM1186
 DM1186  STATE/COUNTY-  AR/LITTLE RIVER
 DM1186  USGS QUAD   -  FOREMAN (1975)
 DM1186
 DM1186                         *CURRENT SURVEY CONTROL
 DM1186  ___________________________________________________________________
 DM1186* NAD 83(1997)-  33 43 37.62017(N)    094 25 28.14785(W)     ADJUSTED  
 DM1186* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 DM1186  ___________________________________________________________________
 DM1186  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DM1186  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DM1186
 DM1186  HORZ ORDER  -  THIRD
 DM1186
 DM1186.The horizontal coordinates were established by classical geodetic methods
 DM1186.and adjusted by the National Geodetic Survey in September 1999..
 DM1186
 DM1186.The orthometric height was scaled from a topographic map.
 DM1186
 DM1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1186
 DM1186.The geoid height was determined by GEOID03.
 DM1186
 DM1186;                    North         East     Units Scale Factor Converg.
 DM1186;SPC AR S     -   520,277.427   175,336.849   MT  0.99993277   -1 21 25.1
 DM1186;SPC AR S     - 1,706,943.53    575,250.98   sFT  0.99993277   -1 21 25.1
 DM1186;SPC OK S     -    49,549.304   931,321.909   MT  1.00004693   +2 01 46.3
 DM1186;SPC OK S     -   162,563.01  3,055,511.96   sFT  1.00004693   +2 01 46.3
 DM1186;SPC TXNC     - 2,235,814.863   977,598.577   MT  0.99994197   +2 13 21.9
 DM1186;SPC TXNC     - 7,335,335.93  3,207,338.00   sFT  0.99994197   +2 13 21.9
 DM1186;UTM  15      - 3,732,810.899   368,027.442   MT  0.99981471   -0 47 27.8
 DM1186
 DM1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1186!SPC AR S     -   0.99998385  x   0.99993277  =   0.99991662
 DM1186!SPC OK S     -   0.99998385  x   1.00004693  =   1.00003078
 DM1186!SPC TXNC     -   0.99998385  x   0.99994197  =   0.99992582
 DM1186!UTM  15      -   0.99998385  x   0.99981471  =   0.99979856
 DM1186
 DM1186:                Primary Azimuth Mark                     Grid Az
 DM1186:SPC AR S     -  WINTHROP                                 022 31 23.3
 DM1186:SPC OK S     -  WINTHROP                                 019 08 11.9
 DM1186:SPC TXNC     -  WINTHROP                                 018 56 36.3
 DM1186:UTM  15      -  WINTHROP                                 021 57 26.0
 DM1186
 DM1186|---------------------------------------------------------------------|
 DM1186| PID    Reference Object                     Distance      Geod. Az  |
 DM1186|                                                           dddmmss.s |
 DM1186| DM1190 WINTHROP                            APPROX. 8.7 KM 0210958.2 |
 DM1186| DM1185 FOREMAN MUNICIPAL TANK              APPROX. 2.6 KM 1004505.6 |
 DM1186| DM1187 J 242                               307.043 METERS 13918     |
 DM1186| DM0046 T 19                                178.192 METERS 14311     |
 DM1186| CX6550 JACKSON RM 1                         38.407 METERS 17353     |
 DM1186| CX6551 JACKSON RM 2                         48.122 METERS 27106     |
 DM1186|---------------------------------------------------------------------|
 DM1186
 DM1186                          SUPERSEDED SURVEY CONTROL
 DM1186
 DM1186  NAD 83(1997)-  33 43 37.62225(N)    094 25 28.14637(W) AD(       ) 3
 DM1186  NAD 83(1997)-  33 43 37.62236(N)    094 25 28.14627(W) AD(       ) 3
 DM1186  NAD 83(1986)-  33 43 37.62689(N)    094 25 28.14248(W) AD(       ) 3
 DM1186  NAD 27      -  33 43 37.20800(N)    094 25 27.39800(W) AD(       ) 3
 DM1186
 DM1186.Superseded values are not recommended for survey control.
 DM1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1186.See file dsdata.txt to determine how the superseded data were derived.
 DM1186
 DM1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6802732811(NAD 83)
 DM1186_MARKER: DS = TRIANGULATION STATION DISK
 DM1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1186
 DM1186  HISTORY     - Date     Condition        Report By
 DM1186  HISTORY     - 1952     MONUMENTED       CGS
 DM1186  HISTORY     - 1956     GOOD             CGS
 DM1186  HISTORY     - 1963     GOOD             CGS
 DM1186
 DM1186                          STATION DESCRIPTION
 DM1186
 DM1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1186'THE STATION IS LOCATED ABOUT 1-3/4 MILES WEST OF THE SMALL
 DM1186'TOWN OF FOREMAN.  IT IS 97 FEET NORTH OF A 12 INCH OAK TREE
 DM1186'WITH A TRIANGLE BLAZE, 63 FEET NORTHEAST OF THE CENTERLINE
 DM1186'OF STATE ROAD 32, 56 FEET SOUTH-SOUTHWEST OF THE WEST RAIL,
 DM1186'12 FEET WEST OF A WHITE WITNESS POST AND 8 FEET SOUTH-SOUTHWEST
 DM1186'OF A RIGHT-OF-WAY FENCELINE.  THE MARK IS SET FLUSH WITH
 DM1186'THE GROUND AND THE DISK IS STAMPED JACKSON 1952.
 DM1186'
 DM1186'REFERENCE MARK NO. 1 IS 39 FEET SOUTH-SOUTHEAST OF A 24 INCH
 DM1186'OAK TREE WITH A TRIANGLE BLAZE, 22 FEET SOUTHWEST OF THE
 DM1186'CENTERLINE OF STATE ROAD 32 AND 1 FOOT NORTHEAST OF A
 DM1186'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 8 INCHES
 DM1186'AND THE DISK IS STAMPED JACKSON NO 1 1952.
 DM1186'
 DM1186'REFERENCE MARK NO. 2 IS 32 FEET SOUTHWEST OF THE CENTERLINE
 DM1186'OF STATE ROAD 32 AND 2 FEET NORTHEAST OF A RIGHT-OF-WAY FENCELINE.
 DM1186'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 DM1186'JACKSON NO 2 1952.
 DM1186'
 DM1186'J-242 (USE) WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD
 DM1186'U.S.E.D. BRONZE DISK SET IN THE TOP OF A 4 X 4 CONCRETE POST.
 DM1186'IT IS 43 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD 32,
 DM1186'36 FEET SOUTHWEST OF THE WEST RAIL OF A RAILROAD TRACK, 5
 DM1186'FEET NORTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTHEAST OF
 DM1186'A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES
 DM1186'AND THE DISK IS STAMPED J-242 1948.
 DM1186'
 DM1186'BENCH MARK T-19 IS A STANDARD U.S.C. AND G.S. BRONZE DISK
 DM1186'SET IN THE TOP OF A CONCRETE POST.  IT IS 44 FEET SOUTH-SOUTHWEST
 DM1186'OF THE WEST RAIL OF A RAILROAD TRACK, 29 FEET NORTHEAST OF
 DM1186'THE CENTERLINE OF STATE ROAD 32 AND 2 FEET NORTHEAST OF A
 DM1186'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES
 DM1186'AND THE DISK IS STAMPED T-19 1934.
 DM1186'
 DM1186'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1186'JACKSON TO J-242 (USE) AND THE DISTANCE IS 1007.35 FEET
 DM1186'OR 307.042 METERS.
 DM1186'
 DM1186'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1186'JACKSON TO BENCH MARK T-19 AND THE DISTANCE IS 584.61 FEET
 DM1186'OR 178.191 METERS.
 DM1186'
 DM1186'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 32 AND 41
 DM1186'AT THE MAIN INTERSECTION IN FOREMAN, GO WESTERLY ON STATE ROAD 32
 DM1186'FOR 1.5 MILES TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 DM1186'CONTINUE WESTERLY FOR 0.2 MILE TO STATION ON RIGHT AS DESCRIBED.
 DM1186'
 DM1186'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1186
 DM1186                          STATION RECOVERY (1956)
 DM1186
 DM1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1186'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1186'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1186'TO STATION SITE ARE CORRECT.
 DM1186
 DM1186                          STATION RECOVERY (1963)
 DM1186
 DM1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM1186'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DM1186'CONDITION.
 DM1186'
 DM1186'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM FOREMAN
 DM1186'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1716 ***********************************************************************
 EJ1716  DESIGNATION -  JACOBS
 EJ1716  PID         -  EJ1716
 EJ1716  STATE/COUNTY-  AR/PULASKI
 EJ1716  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1716
 EJ1716                         *CURRENT SURVEY CONTROL
 EJ1716  ___________________________________________________________________
 EJ1716* NAD 83(1997)-  34 37 43.19587(N)    092 19 31.88234(W)     ADJUSTED  
 EJ1716* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 EJ1716  ___________________________________________________________________
 EJ1716  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 EJ1716  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EJ1716
 EJ1716  HORZ ORDER  -  SECOND
 EJ1716
 EJ1716.The horizontal coordinates were established by classical geodetic methods
 EJ1716.and adjusted by the National Geodetic Survey in September 1999..
 EJ1716
 EJ1716.The orthometric height was scaled from a topographic map.
 EJ1716
 EJ1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1716
 EJ1716.The geoid height was determined by GEOID03.
 EJ1716
 EJ1716;                    North         East     Units Scale Factor Converg.
 EJ1716;SPC AR S     -   617,662.401   370,150.874   MT  0.99997213   -0 10 55.9
 EJ1716;SPC AR S     - 2,026,447.39  1,214,403.33   sFT  0.99997213   -0 10 55.9
 EJ1716;UTM  15      - 3,832,071.532   561,824.413   MT  0.99964711   +0 22 59.8
 EJ1716
 EJ1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1716!SPC AR S     -   0.99998202  x   0.99997213  =   0.99995415
 EJ1716!UTM  15      -   0.99998202  x   0.99964711  =   0.99962914
 EJ1716
 EJ1716|---------------------------------------------------------------------|
 EJ1716| PID    Reference Object                     Distance      Geod. Az  |
 EJ1716|                                                           dddmmss.s |
 EJ1716| CY6737 JACOBS RM 1                          28.761 METERS 04859     |
 EJ1716| EJ1693 RNG LITTLE ROCK RADIO LIT           APPROX.14.1 KM 0640533.5 |
 EJ1716| EJ1690 WRIGHTSVILLE RAD KAAY CEN MAST      APPROX. 9.8 KM 1085156.8 |
 EJ1716| CY6738 JACOBS RM 2                          23.648 METERS 17016     |
 EJ1716| CY6739 JACOBS RM 3                          13.290 METERS 22920     |
 EJ1716| CY6305 JACOBS AZ MK                                       2352949.3 |
 EJ1716| EJ1725 DALLAS LITTLE ROCK AWY BCN 29       APPROX.12.7 KM 2443853.3 |
 EJ1716| EJ1729 CRYSTAL                             APPROX.12.0 KM 3071611.7 |
 EJ1716| CY6740 JACOBS RM 4                          11.730 METERS 30940     |
 EJ1716|---------------------------------------------------------------------|
 EJ1716
 EJ1716                          SUPERSEDED SURVEY CONTROL
 EJ1716
 EJ1716  NAD 83(1986)-  34 37 43.20639(N)    092 19 31.87268(W) AD(       ) 2
 EJ1716  NAD 27      -  34 37 42.86936(N)    092 19 31.32159(W) AD(       ) 2
 EJ1716
 EJ1716.Superseded values are not recommended for survey control.
 EJ1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1716.See file dsdata.txt to determine how the superseded data were derived.
 EJ1716
 EJ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6182432072(NAD 83)
 EJ1716_MARKER: DS = TRIANGULATION STATION DISK
 EJ1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1716
 EJ1716  HISTORY     - Date     Condition        Report By
 EJ1716  HISTORY     - 1940     MONUMENTED       CGS
 EJ1716  HISTORY     - 1960     GOOD             CGS
 EJ1716  HISTORY     - 1963     SEE DESCRIPTION  USGS
 EJ1716  HISTORY     - 1964     GOOD             CGS
 EJ1716
 EJ1716                          STATION DESCRIPTION
 EJ1716
 EJ1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1716'THIS STATION IS ABOUT 8-1/2 MILES SSW OF LITTLE ROCK AND
 EJ1716'0.35 MILE W OF WILLOW SPRINGS LAKE ON TIMBERED KNOLL WHICH
 EJ1716'IS HIGHEST IN VICINITY ON LAND OWNED BY J.A. JACOBS.
 EJ1716'
 EJ1716'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1716'DISKS SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE, AS DESCRIBED
 EJ1716'
 EJ1716'THE STATION IS 47 FEET NW OF CENTER LINE OF ROAD, 33 FEET
 EJ1716'E OF FENCE LINE, 73.5 FEET NE OF FENCE CORNER, 4.7 FEET
 EJ1716'SE OF WHITE WITNESS POST AND STAMPED JACOBS 1940.
 EJ1716'
 EJ1716'REFERENCE MARK NO. 1 IS 38 FEET NW OF ROAD, 4 FEET BELOW
 EJ1716'STATION PROJECTS 4 INCHES ABOVE THE GROUND AND STAMPED JACOBS
 EJ1716'NO. 1 1940.
 EJ1716'
 EJ1716'REFERENCE MARK NO. 2 IS 18 FEET SE OF ROAD, 4 FEET BELOW
 EJ1716'STATION, IS FLUSH WITH THE GROUND, AND STAMPED JACOBS NO. 2 1940.
 EJ1716'
 EJ1716'STATION CAN BE REACHED FROM THE POST OFFICE BUILDING IN
 EJ1716'LITTLE ROCK BY GOING E ON CAPITOL AVENUE ONE BLOCK, TURN
 EJ1716'RIGHT ON U.S. HIGHWAY 67 AND GO 1.5 MILES TO JUNCTION OF
 EJ1716'U.S. HIGHWAYS 67 AND 167, TURN LEFT ON U.S. HIGHWAY 167
 EJ1716'AND GO 7.0 MILES TO ROY VAN NESS GROCERY STORE ON RIGHT,
 EJ1716'TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD W AND SW 1.15 MILES
 EJ1716'TO OAK TREE ON RIGHT WITH TRIANGLE BLAZE AND STATION.
 EJ1716'
 EJ1716'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE ON ROAD
 EJ1716'0.9 MILE, TURN SHARP RIGHT UP GRADE ON NARROW DIRT ROAD
 EJ1716'TO MARK WHICH IS 13 FEET W OF CENTER LINE OF ROAD, 1 FOOT
 EJ1716'E OF FENCE LINE 3.8 FEET S OF WHITE WITNESS POST AND STAMPED
 EJ1716'JACOBS 1940.
 EJ1716'
 EJ1716'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 EJ1716
 EJ1716                          STATION RECOVERY (1960)
 EJ1716
 EJ1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 EJ1716'THE STATION, THE AZIMUTH AND REFERENCE MARK NO. 1 WERE RECOVERED
 EJ1716'IN GOOD CONDITION AS DESCRIBED.  REFERENCE NO. 2 HAD BEEN
 EJ1716'DESTROYED BY ROAD CONSTRUCTION AND REFERENCE MARK NO. 1 WAS
 EJ1716'IN THE DRIVEWAY TO A NEW RESIDENCE.  TWO REFERENCE MARKS
 EJ1716'WERE ESTABLISHED AND NO. 1 1940 WAS REMOVED FROM THE DRIVE.
 EJ1716'THE LINE TO THE AZIMUTH MARK IS OBSTRUCTED BY CONSIDERABLE
 EJ1716'TIMBER AND IS OF LITTLE VALUE TO THE STATION.
 EJ1716'
 EJ1716'A NEW DESCRIPTION IS AS FOLLOWS- THE STATION IS LOCATED
 EJ1716'ABOUT 8-1/2 MILES SOUTH,SOUTHWEST OF LITTLE ROCK AND 01.2
 EJ1716'MILES SOUTHWEST OF U.S. HIGHWAY NO. 167, ALONG THE NORTHWEST
 EJ1716'SIDE OF WILLOW SPRINGS ROAD AND ON A HILL IN THE SOUTHWEST
 EJ1716'CORNER OF THE YARD OF THE BRAND RESIDENCE.  IT IS A STANDARD
 EJ1716'DISK STAMPED JACOBS 1940 IN A CONCRETE POST PROJECTING ABOUT
 EJ1716'4 INCHES, ABOUT 35 YARDS SOUTHWEST OF THE BRAND RESIDENCE,
 EJ1716'A NEW, RED HOUSE, 25 FEET NORTH OF A BRACED POWER POLE AND
 EJ1716'ABOUT 25 YARDS NORTHWEST OF THE CENTERLINE OF WILLOW SPRINGS
 EJ1716'ROAD, AND 4 FEET NORTH OF THE GUY-WIRE.
 EJ1716'
 EJ1716'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JACOBS 1940
 EJ1716'IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS ABOUT
 EJ1716'0.6 MILE AIRLINE SOUTHWEST OF THE STATION, 0.1 MILE NORTH
 EJ1716'OF WILLOW SPRINGS ROAD AND 15 FEET WEST OF THE CENTER OF
 EJ1716'A DIRT FARM ROAD LEADING NORTH ALONG A LOW SANDY AND TIMBERED
 EJ1716'RIDGE.
 EJ1716'
 EJ1716'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED JACOBS 1940
 EJ1716'NO. 3 1960 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES,
 EJ1716'WEST OF THE STATION AND IN THE NORTHWEST PROPERTY LINE,
 EJ1716'10 FEET WEST OF A TRIPLE TRUNK TREE AND 2 FEET NORTH OF
 EJ1716'A 4 X 4 WITNESS POST.
 EJ1716'
 EJ1716'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED JACOBS 1940
 EJ1716'NO. 4 1960 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES,
 EJ1716'IN THE NORTHWEST PROPERTY LINE FENCE AND ABOUT 30 YARDS
 EJ1716'WEST OF THE BRAND RESIDENCE.
 EJ1716'
 EJ1716'TO REACH FROM LITTLE ROCK BUSINESS SECTION, GO SOUTH ON
 EJ1716'THE MAIN STREET AND HIGHWAYS NOS. 65, 70 AND 167 TO THE JUNCTION
 EJ1716'OF THE HIGHWAYS.  JOG 1 BLOCK TO THE RIGHT OR WEST AND THEN
 EJ1716'TURN LEFT AND GO SOUTH ON NO. 167, 07.0 MILES TO THE T JUNCTION
 EJ1716'OF THE WILLOW SPRINGS ROAD TO THE RIGHT.  TURN RIGHT HERE
 EJ1716'AND GO WEST AND SOUTHWEST 1.2 MILES TO THE RED HOME OF
 EJ1716'THE BRANDS AND THE STATION ON THE RIGHT AS DESCRIBED.
 EJ1716'
 EJ1716'TO REACH THE AZIMUTH MARK, CONTINUE ON THE ROAD 0.8 MILE
 EJ1716'TO A CROSS ROAD.  TURN RIGHT AND GO NORTH UP THE NARROW
 EJ1716'ROAD 0.1 MILE TO THE TOP OF THE GRADE AND THE MARK ON THE
 EJ1716'LEFT AS DESCRIBED.
 EJ1716
 EJ1716                          STATION RECOVERY (1963)
 EJ1716
 EJ1716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EJ1716'REFERENCE MARKS 1 AND 2 WERE DESTROYED.  AZIMUTH MARK DESTROYED,
 EJ1716'LIES AT SITE.
 EJ1716
 EJ1716                          STATION RECOVERY (1964)
 EJ1716
 EJ1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1716'THE STATION, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 EJ1716'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO REFERENCE
 EJ1716'MARKS CHECKED.  THE AZIMUTH MARK IS OBSTRUCTED AT THIS TIME.
 EJ1716'THE STATION MARK IS NEAR A POWER LINE AND WAS OCCUPIED ECCENTRIC.
 EJ1716'NO OBSERVATIONS WAS MADE FROM THE STATION MARK.
 EJ1716'
 EJ1716'THE 1960 DESCRIPTION IS ADEQUATE BUT THE PROPERTY OWNER
 EJ1716'AT THIS TIME IS MR. OSCAR BUNCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1430 ***********************************************************************
 FF1430  DESIGNATION -  JADE
 FF1430  PID         -  FF1430
 FF1430  STATE/COUNTY-  AR/WHITE
 FF1430  USGS QUAD   -  KENSETT (1994)
 FF1430
 FF1430                         *CURRENT SURVEY CONTROL
 FF1430  ___________________________________________________________________
 FF1430* NAD 83(1986)-  35 13 12.     (N)    091 41 00.     (W)     SCALED    
 FF1430* NAVD 88     -        68.23   (+/-2cm)     223.9    (feet)  VERTCON   
 FF1430  ___________________________________________________________________
 FF1430  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1430
 FF1430  VERT ORDER  -  ? (See Below)
 FF1430
 FF1430.The horizontal coordinates were scaled from a topographic map and have
 FF1430.an estimated accuracy of +/- 6 seconds.
 FF1430
 FF1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1430.The vertical order pertains to the NGVD 29 superseded value.
 FF1430
 FF1430.The geoid height was determined by GEOID03.
 FF1430
 FF1430;                    North         East    Units  Estimated Accuracy
 FF1430;SPC AR N     -    98,410.      428,830.      MT  (+/- 180 meters Scaled)
 FF1430
 FF1430                          SUPERSEDED SURVEY CONTROL
 FF1430
 FF1430  NGVD 29 (??/??/??)   68.194  (m)          223.73   (f) ADJUSTED    ?  
 FF1430
 FF1430.Superseded values are not recommended for survey control.
 FF1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1430.See file dsdata.txt to determine how the superseded data were derived.
 FF1430
 FF1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU198982(NAD 83)
 FF1430_MARKER: DD = SURVEY DISK
 FF1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1430_STAMPING: JADE 1934
 FF1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1430+STABILITY: SURFACE MOTION
 FF1430
 FF1430  HISTORY     - Date     Condition        Report By
 FF1430  HISTORY     - 1934     MONUMENTED       ARGS
 FF1430  HISTORY     - 1955     GOOD             CGS
 FF1430  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF1430
 FF1430                          STATION DESCRIPTION
 FF1430
 FF1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1430'1 MI SW FROM KENSETT.
 FF1430'1.0 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1430'STATION AT KENSETT, 104 FEET WEST OF POLE 297+20, 52 FEET SOUTHEAST
 FF1430'OF THE CENTER LINE OF A GRAVELED ROAD, 21.5 FEET NORTHWEST OF THE
 FF1430'NORTHWEST RAIL, 5 FEET EAST OF A TELEPHONE POLE, SET IN THE TOP OF
 FF1430'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FF1430
 FF1430                          STATION RECOVERY (1990)
 FF1430
 FF1430'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1416 ***********************************************************************
 FF1416  DESIGNATION -  JAIL
 FF1416  PID         -  FF1416
 FF1416  STATE/COUNTY-  AR/WHITE
 FF1416  USGS QUAD   -  KENSETT (1994)
 FF1416
 FF1416                         *CURRENT SURVEY CONTROL
 FF1416  ___________________________________________________________________
 FF1416* NAD 83(1986)-  35 12 50.     (N)    091 38 03.     (W)     SCALED    
 FF1416* NAVD 88     -        67.807  (meters)     222.46   (feet)  ADJUSTED  
 FF1416  ___________________________________________________________________
 FF1416  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1416  DYNAMIC HT  -          67.746 (meters)     222.26  (feet)  COMP
 FF1416  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FF1416
 FF1416  VERT ORDER  -  SECOND    CLASS 0
 FF1416
 FF1416.The horizontal coordinates were scaled from a topographic map and have
 FF1416.an estimated accuracy of +/- 6 seconds.
 FF1416
 FF1416.The orthometric height was determined by differential leveling
 FF1416.and adjusted by the National Geodetic Survey in June 1991..
 FF1416
 FF1416.The geoid height was determined by GEOID03.
 FF1416
 FF1416.The dynamic height is computed by dividing the NAVD 88
 FF1416.geopotential number by the normal gravity value computed on the
 FF1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1416.degrees latitude (g = 980.6199 gals.).
 FF1416
 FF1416.The modeled gravity was interpolated from observed gravity values.
 FF1416
 FF1416;                    North         East    Units  Estimated Accuracy
 FF1416;SPC AR N     -    97,750.      433,310.      MT  (+/- 180 meters Scaled)
 FF1416
 FF1416                          SUPERSEDED SURVEY CONTROL
 FF1416
 FF1416  NGVD 29 (??/??/??)   67.765  (m)          222.33   (f) ADJUSTED    2 0
 FF1416
 FF1416.Superseded values are not recommended for survey control.
 FF1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1416.See file dsdata.txt to determine how the superseded data were derived.
 FF1416
 FF1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU243976(NAD 83)
 FF1416_MARKER: DD = SURVEY DISK
 FF1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1416_STAMPING: JAIL 1934
 FF1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1416+STABILITY: SURFACE MOTION
 FF1416
 FF1416  HISTORY     - Date     Condition        Report By
 FF1416  HISTORY     - 1934     MONUMENTED       ARGS
 FF1416  HISTORY     - 1935     GOOD             CGS
 FF1416  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF1416
 FF1416                          STATION DESCRIPTION
 FF1416
 FF1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1416'1.2 MI NW FROM WEST POINT.
 FF1416'ABOUT 1.2 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1416'RAILWAY FROM THE STATION AT WEST POINT, WHITE COUNTY, 62 FEET
 FF1416'SOUTH OF MILEPOST 280, 15 FEET SOUTH OF THE CENTER LINE OF THE
 FF1416'TRACK, AND 9 FEET NORTH OF THE CENTER LINE OF A SMALL DIRT ROAD.
 FF1416'A STATE SURVEY STANDARD DISK, STAMPED JAIL 1934 AND SET IN THE
 FF1416'TOP OF A CONCRETE POST.
 FF1416
 FF1416                          STATION RECOVERY (1990)
 FF1416
 FF1416'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2051 ***********************************************************************
 EJ2051  DESIGNATION -  JAMES
 EJ2051  PID         -  EJ2051
 EJ2051  STATE/COUNTY-  AR/SCOTT
 EJ2051  USGS QUAD   -  FREEDOM MOUNTAIN (1985)
 EJ2051
 EJ2051                         *CURRENT SURVEY CONTROL
 EJ2051  ___________________________________________________________________
 EJ2051* NAD 83(1997)-  34 53 39.57642(N)    093 48 49.58628(W)     ADJUSTED  
 EJ2051* NAVD 88     -       463.88   (+/-2cm)    1521.9    (feet)  VERTCON   
 EJ2051  ___________________________________________________________________
 EJ2051  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 EJ2051  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 EJ2051
 EJ2051  HORZ ORDER  -  THIRD
 EJ2051  VERT ORDER  -  THIRD ? (See Below)
 EJ2051
 EJ2051.The horizontal coordinates were established by classical geodetic methods
 EJ2051.and adjusted by the National Geodetic Survey in September 1999..
 EJ2051
 EJ2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2051.The vertical order pertains to the NGVD 29 superseded value.
 EJ2051
 EJ2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2051
 EJ2051.The geoid height was determined by GEOID03.
 EJ2051
 EJ2051;                    North         East     Units Scale Factor Converg.
 EJ2051;SPC AR N     -    63,765.037   234,219.377   MT  1.00000790   -1 03 19.6
 EJ2051;SPC AR N     -   209,202.46    768,434.74   sFT  1.00000790   -1 03 19.6
 EJ2051;UTM  15      - 3,861,626.488   425,645.567   MT  0.99966814   -0 27 56.0
 EJ2051
 EJ2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2051!SPC AR N     -   0.99993190  x   1.00000790  =   0.99993980
 EJ2051!UTM  15      -   0.99993190  x   0.99966814  =   0.99960006
 EJ2051
 EJ2051|---------------------------------------------------------------------|
 EJ2051| PID    Reference Object                     Distance      Geod. Az  |
 EJ2051|                                                           dddmmss.s |
 EJ2051| CX6552 JAMES RM 1                           20.879 METERS 03356     |
 EJ2051| FG1886 JEAN RESET                          APPROX.17.7 KM 0360055.6 |
 EJ2051| EJ2052 T3N R26W SEC 19                      32.250 METERS 05004     |
 EJ2051| CX6553 JAMES RM 2                           19.678 METERS 28901     |
 EJ2051|---------------------------------------------------------------------|
 EJ2051
 EJ2051                          SUPERSEDED SURVEY CONTROL
 EJ2051
 EJ2051  NAD 83(1997)-  34 53 39.58484(N)    093 48 49.58329(W) AD(       ) 3
 EJ2051  NAD 83(1986)-  34 53 39.58458(N)    093 48 49.57931(W) AD(       ) 3
 EJ2051  NAD 27      -  34 53 39.23890(N)    093 48 48.85700(W) AD(       ) 3
 EJ2051  NGVD 29 (07/19/86)  463.79   (m)         1521.6    (f) LEVELING    3  
 EJ2051
 EJ2051.Superseded values are not recommended for survey control.
 EJ2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2051.See file dsdata.txt to determine how the superseded data were derived.
 EJ2051
 EJ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2564661626(NAD 83)
 EJ2051_MARKER: DS = TRIANGULATION STATION DISK
 EJ2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ2051
 EJ2051  HISTORY     - Date     Condition        Report By
 EJ2051  HISTORY     - 1956     MONUMENTED       CGS
 EJ2051
 EJ2051                          STATION DESCRIPTION
 EJ2051
 EJ2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2051'THE STATION IS IN THE OUACHITA NATIONAL FOREST ON THE SUMMIT OF
 EJ2051'DUTCH CREEK MOUNTAIN, ABOUT 16 MILES EAST OF WALDRON, 10-1/4
 EJ2051'MILES NORTHEAST OF PARKS AND 4-1/2 MILES WEST-NORTHWEST OF NOLA.
 EJ2051'
 EJ2051'TO REACH FROM THE POST OFFICE IN NOLA, GO WEST ON STATE
 EJ2051'HIGHWAY 28 FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 EJ2051'NORTH, FOR 0.05 MILE TO A FORK.  KEEP RIGHT FORK AND FOLLOW
 EJ2051'MAIN ROAD NORTH AND NORTHWEST UP MOUNTAIN FOR 4.8 MILES TO A
 EJ2051'REVERSE Y-FORK AND SIGN OLIO 9.  KEEP LEFT AS PER SIGN AND GO 1.8
 EJ2051'MILES TO A 16-INCH OAK TREE ON THE LEFT, SOUTH SIDE OF THE
 EJ2051'ROAD AND THE STATION SITE IN A SMALL CLEARING.  THE OAK TREE
 EJ2051'HAS TWO WHITE RINGS PAINTED ON IT AND A TRIANGLE BLAZE ON
 EJ2051'THE NORTH SIDE.
 EJ2051'
 EJ2051'THE STATION, UNDERGROUND, REFERENCE MARKS 1 AND 2 ARE STANDARD
 EJ2051'DISKS SET IN CONCRETE CYLINDERS.
 EJ2051'
 EJ2051'THE STATION MARK, STAMPED JAMES 1956, PROJECTS ABOUT 4 INCHES.
 EJ2051'IT IS 32 FEET SOUTH OF THE CENTER OF THE ROAD AND 20 FEET
 EJ2051'SOUTH-SOUTHWEST OF THE BLAZED OAK TREE.
 EJ2051'
 EJ2051'THE FOREST SERVICE LOCATION MARKER IS A ROUND POST 2 FEET
 EJ2051'HIGH, WITH METAL TAG INSCRIBED T 3 N, R 26, S 19 (DATE 9-1-38).
 EJ2051'IT IS 7 FEET NORTH OF THE CENTER OF THE ROAD.
 EJ2051'
 EJ2051'REFERENCE MARK 1, STAMPED JAMES NO 1 1956, PROJECTS ABOUT
 EJ2051'6 INCHES.  IT IS 9 FEET NORTH OF THE CENTER OF THE ROAD AND
 EJ2051'44-1/2 FEET WEST OF THE FOREST SERVICE LOCATION MARKER POST.
 EJ2051'
 EJ2051'REFERENCE MARK 2, STAMPED JAMES NO 2 1956, PROJECTS ABOUT
 EJ2051'3 INCHES.  IT IS 10 FEET NORTH OF THE CENTER OF THE ROAD.
 EJ2051'
 EJ2051'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1841 ***********************************************************************
 FG1841  DESIGNATION -  JAMES
 FG1841  PID         -  FG1841
 FG1841  STATE/COUNTY-  AR/YELL
 FG1841  USGS QUAD   -  OLA (1972)
 FG1841
 FG1841                         *CURRENT SURVEY CONTROL
 FG1841  ___________________________________________________________________
 FG1841* NAD 83(1997)-  35 02 22.73571(N)    093 11 40.07056(W)     ADJUSTED  
 FG1841* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 FG1841  ___________________________________________________________________
 FG1841  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 FG1841  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FG1841
 FG1841  HORZ ORDER  -  FIRST
 FG1841
 FG1841.The horizontal coordinates were established by classical geodetic methods
 FG1841.and adjusted by the National Geodetic Survey in September 1999..
 FG1841
 FG1841.The orthometric height was scaled from a topographic map.
 FG1841
 FG1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1841
 FG1841.The geoid height was determined by GEOID03.
 FG1841
 FG1841;                    North         East     Units Scale Factor Converg.
 FG1841;SPC AR N     -    79,021.057   291,016.953   MT  0.99998080   -0 41 42.2
 FG1841;SPC AR N     -   259,254.92    954,778.12   sFT  0.99998080   -0 41 42.2
 FG1841;UTM  15      - 3,877,457.262   482,263.386   MT  0.99960388   -0 06 41.9
 FG1841
 FG1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1841!SPC AR N     -   0.99998448  x   0.99998080  =   0.99996529
 FG1841!UTM  15      -   0.99998448  x   0.99960388  =   0.99958837
 FG1841
 FG1841|---------------------------------------------------------------------|
 FG1841| PID    Reference Object                     Distance      Geod. Az  |
 FG1841|                                                           dddmmss.s |
 FG1841| CI1760 JAMES RM 1                           43.694 METERS 11549     |
 FG1841| CI1761 JAMES RM 2                           17.701 METERS 17441     |
 FG1841| FG1840 OLA MUNICIPAL TANK                  APPROX. 2.7 KM 2601520.1 |
 FG1841| CI1759 JAMES AZ MK                                        2655007.5 |
 FG1841| CI1762 JAMES RM 3                           24.844 METERS 31501     |
 FG1841|---------------------------------------------------------------------|
 FG1841
 FG1841                          SUPERSEDED SURVEY CONTROL
 FG1841
 FG1841  NAD 83(1986)-  35 02 22.74814(N)    093 11 40.06526(W) AD(       ) 1
 FG1841  NAD 27      -  35 02 22.42900(N)    093 11 39.42600(W) AD(       ) 1
 FG1841
 FG1841.Superseded values are not recommended for survey control.
 FG1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1841.See file dsdata.txt to determine how the superseded data were derived.
 FG1841
 FG1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8226377457(NAD 83)
 FG1841_MARKER: DS = TRIANGULATION STATION DISK
 FG1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1841
 FG1841  HISTORY     - Date     Condition        Report By
 FG1841  HISTORY     - 1940     MONUMENTED       CGS
 FG1841  HISTORY     - 1967     GOOD             CGS
 FG1841
 FG1841                          STATION DESCRIPTION
 FG1841
 FG1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1841'STATION IS LOCATED ABOUT 6 MILES S OF CENTERVILLE, 2 MILES
 FG1841'WSW OF OLA ON THE HIGHEST PART OF A LOW TIMBERED RIDGE,
 FG1841'AND ON THE PROPERTY OF MR. B.F JAMES.
 FG1841'
 FG1841'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1841'DISKS SET IN CONCRETE.
 FG1841'
 FG1841'STATION MARK IS STAMPED JAMES 1940 AND PROJECTS ABOUT 6
 FG1841'INCHES ABOVE THE GROUND.  IT IS 7.3 FEET E OF A WHITE REFERENCE
 FG1841'POST, 82.0 FEET N OF THE CENTER LINE OF DIRT ROAD, AND 11.1
 FG1841'FEET S OF THE CENTER LINE OF DIM TRACK ROAD.
 FG1841'
 FG1841'REFERENCE MARK NO.1 IS STAMPED JAMES NO.1, 1940 AND PROJECTS
 FG1841'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 2.0 FEET LOWER
 FG1841'THAN THE STATION, 2.5 FEET W OF AN 8-INCH PINE TREE, 24.0
 FG1841'FEET N OF THE CENTER LINE OF A DIRT ROAD, AND 1.5 FEET N
 FG1841'OF FENCE.
 FG1841'
 FG1841'REFERENCE MARK NO.2 IS STAMPED JAMES NO.2, 1940 AND PROJECTS
 FG1841'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 3.0 FEET LOWER
 FG1841'THAN THE STATION, 1.5 FEET N OF FENCE, AND 24.0 FEET N OF
 FG1841'THE CENTER LINE OF DIRT ROAD.
 FG1841'
 FG1841'AZIMUTH MARK IS STAMPED JAMES 1940 AND PROJECTS ABOUT 6
 FG1841'INCHES ABOVE THE GROUND.  IT IS 0.8 MILE N OF OLA, 41.0
 FG1841'FEET W OF THE CENTER LINE OF STATE HIGHWAY 7, 4.2 FEET NE
 FG1841'OF WHITE REFERENCE POST, AND 21.5 FEET NE OF 18-INCH TREE.
 FG1841'
 FG1841'STATION IS REACHED AS FOLLOWS- FROM THE INTERSECTION OF
 FG1841'THE MAIN STREET IN OLA AND STATE HIGHWAY 7 GO N ON STATE
 FG1841'HIGHWAY 7 0.85 MILE TO ROAD ON RIGHT.  TURN RIGHT AND GO
 FG1841'E 1.05 MILES TO SMALL PINE TREE WITH TRIANGLE BLAZE ON THE
 FG1841'LEFT (N) AND STATION.
 FG1841
 FG1841                          STATION RECOVERY (1967)
 FG1841
 FG1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1841'THE STATION MARK, AND REFERENCE MARK 2 WERE RECOVERED IN
 FG1841'GOOD CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 FG1841'SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK 3 WAS ESTABLISHED
 FG1841'AND THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.  FOLLOWING
 FG1841'IS A NEW AND COMPLETE DESCRIPTION.
 FG1841'
 FG1841'THE STATION IS ABOUT 6 MILES SOUTH OF CENTERVILLE, 2 MILES
 FG1841'WEST-SOUTHWEST OF OLA AND ON THE HIGHEST POINT OF A LOW
 FG1841'TIMBERED RIDGE.
 FG1841'
 FG1841'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 10 IN
 FG1841'OLA, GO NORTH ON STATE HIGHWAY 7 FOR 0.85 MILE TO A SIDE
 FG1841'ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 FG1841'0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 FG1841'GRADED ROAD FOR 0.1 MILE TO A DIM CROSSROAD AT THE TOP OF
 FG1841'RIDGE.  TURN RIGHT AND GO EAST ALONG THE TOP OF RIDGE TO
 FG1841'A TURN AROUND AND STATION.
 FG1841'
 FG1841'THE STATION MARK IS A STANDARD DISK, STAMPED JAMES 1940,
 FG1841'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1841'5 INCHES.  IT IS 82 FEET NORTH OF THE CENTER OF A GRAVELED
 FG1841'ROAD, 40 FEET EAST-SOUTHEAST OF AN 8 INCH PINE TREE AND 2
 FG1841'FEET EAST OF A METAL WITNESS POST.
 FG1841'
 FG1841'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JAMES NO 2 1940,
 FG1841'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1841'4 INCHES.  IT IS 30 FEET NORTH OF THE CENTER OF THE GRAVELED
 FG1841'ROAD, 8 FEET NORTH OF A 6 INCH PINE TREE AND 3 FEET NORTH
 FG1841'OF A FENCE.
 FG1841'
 FG1841'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JAMES NO 3
 FG1841'1940 1967, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 FG1841'WITH THE GROUND.  IT IS 42 FEET WEST OF THE 8 INCH PINE
 FG1841'TREE, 18 FEET NORTH OF THE CENTER OF TRACK ROAD, 12 FEET
 FG1841'SOUTH OF THE CENTER OF THE TRACK ROAD, 2.5 FEET EAST OF
 FG1841'A METAL WITNESS POST AND IS IN THE TURN AROUND AREA.
 FG1841'
 FG1841'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK AND THE OLA,
 FG1841'MUNICIPAL WATER TANK CAN BE USED FOR AN AZIMUTH.
 FG1841'
 FG1841'JAMES 1940 TO REFERENCE MARK 2 = -4.105 FEET.
 FG1841'
 FG1841'JAMES 1940 TO REFERENCE MARK 3 = -2.441 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1881 ***********************************************************************
 FF1881  DESIGNATION -  JAMESTOWN
 FF1881  PID         -  FF1881
 FF1881  STATE/COUNTY-  AR/INDEPENDENCE
 FF1881  USGS QUAD   -  JAMESTOWN (1981)
 FF1881
 FF1881                         *CURRENT SURVEY CONTROL
 FF1881  ___________________________________________________________________
 FF1881* NAD 83(1997)-  35 39 40.12615(N)    091 41 58.88848(W)     ADJUSTED  
 FF1881* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 FF1881  ___________________________________________________________________
 FF1881  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FF1881  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF1881
 FF1881  HORZ ORDER  -  THIRD
 FF1881
 FF1881.The horizontal coordinates were established by classical geodetic methods
 FF1881.and adjusted by the National Geodetic Survey in September 1999..
 FF1881
 FF1881.The orthometric height was scaled from a topographic map.
 FF1881
 FF1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1881
 FF1881.The geoid height was determined by GEOID03.
 FF1881
 FF1881;                    North         East     Units Scale Factor Converg.
 FF1881;SPC AR N     -   147,351.236   427,190.544   MT  0.99993683   +0 10 29.1
 FF1881;SPC AR N     -   483,434.85  1,401,540.98   sFT  0.99993683   +0 10 29.1
 FF1881;UTM  15      - 3,947,144.356   617,696.297   MT  0.99977070   +0 45 29.4
 FF1881
 FF1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1881!SPC AR N     -   0.99995704  x   0.99993683  =   0.99989387
 FF1881!UTM  15      -   0.99995704  x   0.99977070  =   0.99972775
 FF1881
 FF1881:                Primary Azimuth Mark                     Grid Az
 FF1881:SPC AR N     -  JAMESTOWN AZ MK                          095 19 55.5
 FF1881:UTM  15      -  JAMESTOWN AZ MK                          094 44 55.2
 FF1881
 FF1881|---------------------------------------------------------------------|
 FF1881| PID    Reference Object                     Distance      Geod. Az  |
 FF1881|                                                           dddmmss.s |
 FF1881| CI1767 JAMESTOWN AZ MK                                    0953024.6 |
 FF1881| CI1769 JAMESTOWN RM 2                       13.142 METERS 11925     |
 FF1881| CI1768 JAMESTOWN RM 1                       13.414 METERS 35514     |
 FF1881|---------------------------------------------------------------------|
 FF1881
 FF1881                          SUPERSEDED SURVEY CONTROL
 FF1881
 FF1881  NAD 83(1986)-  35 39 40.13789(N)    091 41 58.88804(W) AD(       ) 3
 FF1881  NAD 27      -  35 39 39.85800(N)    091 41 58.38300(W) AD(       ) 3
 FF1881
 FF1881.Superseded values are not recommended for survey control.
 FF1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1881.See file dsdata.txt to determine how the superseded data were derived.
 FF1881
 FF1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1769647144(NAD 83)
 FF1881_MARKER: DS = TRIANGULATION STATION DISK
 FF1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1881
 FF1881  HISTORY     - Date     Condition        Report By
 FF1881  HISTORY     - 1954     MONUMENTED       CGS
 FF1881
 FF1881                          STATION DESCRIPTION
 FF1881
 FF1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1881'THE STATION IS ABOUT 2 MILES SOUTH AND 1/4 MILE EAST OF
 FF1881'JAMESTOWN, ON A LOW TIMBERED RIDGE OWNED BY ROY JEFFERY
 FF1881'OF BATESVILLE, ARKANSAS.  IT IS 10 FEET WEST OF A BLACK
 FF1881'WITNESS POST 6 INCHES IN DIAMETER AND 29 FEET SOUTHEAST OF THE
 FF1881'CENTER OF A TRACK ROAD.
 FF1881'
 FF1881'TO REACH THE STATION FROM THE POST OFFICE IN JAMESTOWN, GO
 FF1881'SOUTH ABOUT 100 YARDS TO A T-JUNCTION, TURN LEFT AND FOLLOW THE
 FF1881'MAIN ROAD EASTERLY FOR 2.9 MILES TO A T-JUNCTION, AT THE
 FF1881'MC HUE POST OFFICE, TURN RIGHT AND GO SOUTH FOR 3.55 MILES
 FF1881'TO A T-JUNCTION AT A FARMHOUSE IN THE NORTHWEST ANGLE, TURN RIGHT
 FF1881'AND GO WESTERLY FOR 1.0 MILE TO A T-JUNCTION, TURN RIGHT
 FF1881'AND GO NORTHERLY 0.3 MILE TO A CATTLE GUARD, CROSS THE CATTLE
 FF1881'GUARD AND CONTINUE NORTH FOR 0.1 MILE TO THE AZIMUTH MARK
 FF1881'ON THE RIGHT, BEAR LEFT AND GO WESTERLY 0.4 MILE TO THE
 FF1881'FARMHOUSE OF ROY CREECH, PASS THROUGH A GATE, BEAR RIGHT OF THE
 FF1881'FARMHOUSE AND FOLLOW A TRACK ROAD WESTERLY FOR 0.4 MILE TO THE
 FF1881'STATION ON THE LEFT.
 FF1881'
 FF1881'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1881'JAMESTOWN 1954.
 FF1881'
 FF1881'REFERENCE MARK 1 IS 12 FEET NORTHWEST OF THE CENTER OF THE
 FF1881'TRACK ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 FF1881'STAMPED JAMESTOWN NO 1 1954.
 FF1881'
 FF1881'REFERENCE MARK 2 IS 59 FEET SOUTHEAST OF THE CENTER OF THE
 FF1881'TRACK ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 FF1881'STAMPED JAMESTOWN NO 2 1954.
 FF1881'
 FF1881'THE AZIMUTH MARK IS 70 FEET WEST OF A BOARD GATE, 22 FEET
 FF1881'EAST OF THE CENTER OF THE ROAD AND 4 FEET NORTHWEST OF A
 FF1881'BLACK WITNESS POST 6 INCHES IN DIAMETER.  THE MARK PROJECTS
 FF1881'3 INCHES AND THE DISK STAMPED JAMESTOWN 1954.
 FF1881'
 FF1881'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1417 ***********************************************************************
 FF1417  DESIGNATION -  JANE
 FF1417  PID         -  FF1417
 FF1417  STATE/COUNTY-  AR/WHITE
 FF1417  USGS QUAD   -  KENSETT (1994)
 FF1417
 FF1417                         *CURRENT SURVEY CONTROL
 FF1417  ___________________________________________________________________
 FF1417* NAD 83(1986)-  35 13 26.     (N)    091 39 20.     (W)     SCALED    
 FF1417* NAVD 88     -        67.433  (meters)     221.24   (feet)  ADJUSTED  
 FF1417  ___________________________________________________________________
 FF1417  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1417  DYNAMIC HT  -          67.372 (meters)     221.04  (feet)  COMP
 FF1417  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 FF1417
 FF1417  VERT ORDER  -  SECOND    CLASS 0
 FF1417
 FF1417.The horizontal coordinates were scaled from a topographic map and have
 FF1417.an estimated accuracy of +/- 6 seconds.
 FF1417
 FF1417.The orthometric height was determined by differential leveling
 FF1417.and adjusted by the National Geodetic Survey in June 1991..
 FF1417
 FF1417.The geoid height was determined by GEOID03.
 FF1417
 FF1417.The dynamic height is computed by dividing the NAVD 88
 FF1417.geopotential number by the normal gravity value computed on the
 FF1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1417.degrees latitude (g = 980.6199 gals.).
 FF1417
 FF1417.The modeled gravity was interpolated from observed gravity values.
 FF1417
 FF1417;                    North         East    Units  Estimated Accuracy
 FF1417;SPC AR N     -    98,850.      431,360.      MT  (+/- 180 meters Scaled)
 FF1417
 FF1417                          SUPERSEDED SURVEY CONTROL
 FF1417
 FF1417  NGVD 29 (??/??/??)   67.390  (m)          221.10   (f) ADJUSTED    2 0
 FF1417
 FF1417.Superseded values are not recommended for survey control.
 FF1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1417.See file dsdata.txt to determine how the superseded data were derived.
 FF1417
 FF1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU223987(NAD 83)
 FF1417_MARKER: DD = SURVEY DISK
 FF1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1417_STAMPING: JANE 1934
 FF1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1417+STABILITY: SURFACE MOTION
 FF1417
 FF1417  HISTORY     - Date     Condition        Report By
 FF1417  HISTORY     - 1934     MONUMENTED       ARGS
 FF1417  HISTORY     - 1935     GOOD             CGS
 FF1417  HISTORY     - 1963     MARK NOT FOUND   USGS
 FF1417  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF1417
 FF1417                          STATION DESCRIPTION
 FF1417
 FF1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1417'0.9 MI SE FROM KENSETT.
 FF1417'ABOUT 0.9 MILE SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1417'RAILWAY FROM THE STATION AT KENSETT, WHITE COUNTY, 21 FEET
 FF1417'SOUTHWEST OF THE EIGHTEENTH POLE SOUTHEAST OF MILEPOST 278,
 FF1417'ABOUT 400 FEET WEST OF THE ONE-MILE-TO-STATION SIGN, ABOUT 291
 FF1417'FEET WEST OF THE CENTER OF A DIRT-ROAD CROSSING, AT THE EAST
 FF1417'END OF A SMALL FILL, AT THE WEST END OF A SMALL CUT, 16 FEET
 FF1417'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 0.8 FOOT LOWER
 FF1417'THAN THE TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED
 FF1417'JANE 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1417
 FF1417                          STATION RECOVERY (1963)
 FF1417
 FF1417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FF1417'MARK NOT FOUND.
 FF1417
 FF1417                          STATION RECOVERY (1990)
 FF1417
 FF1417'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0845 ***********************************************************************
 GE0845  DESIGNATION -  JANES
 GE0845  PID         -  GE0845
 GE0845  STATE/COUNTY-  AR/RANDOLPH
 GE0845  USGS QUAD   -  RAVENDEN SPRINGS (1981)
 GE0845
 GE0845                         *CURRENT SURVEY CONTROL
 GE0845  ___________________________________________________________________
 GE0845* NAD 83(1997)-  36 19 20.46209(N)    091 11 29.13947(W)     ADJUSTED  
 GE0845* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 GE0845  ___________________________________________________________________
 GE0845  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 GE0845  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GE0845
 GE0845  HORZ ORDER  -  SECOND
 GE0845
 GE0845.The horizontal coordinates were established by classical geodetic methods
 GE0845.and adjusted by the National Geodetic Survey in September 1999..
 GE0845
 GE0845.The orthometric height was scaled from a topographic map.
 GE0845
 GE0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0845
 GE0845.The geoid height was determined by GEOID03.
 GE0845
 GE0845;                    North         East     Units Scale Factor Converg.
 GE0845;SPC AR N     -   220,971.933   472,606.569   MT  1.00001881   +0 28 13.8
 GE0845;SPC AR N     -   724,972.08  1,550,543.39   sFT  1.00001881   +0 28 13.8
 GE0845;UTM  15      - 4,021,220.789   662,344.500   MT  0.99992473   +1 04 17.4
 GE0845
 GE0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0845!SPC AR N     -   0.99997698  x   1.00001881  =   0.99999579
 GE0845!UTM  15      -   0.99997698  x   0.99992473  =   0.99990171
 GE0845
 GE0845|---------------------------------------------------------------------|
 GE0845| PID    Reference Object                     Distance      Geod. Az  |
 GE0845|                                                           dddmmss.s |
 GE0845| CI1771 JANES RM 1                           29.124 METERS 02435     |
 GE0845| CI1770 JANES AZ MK                                        2990320.8 |
 GE0845| CI1772 JANES RM 2                           22.678 METERS 30438     |
 GE0845|---------------------------------------------------------------------|
 GE0845
 GE0845                          SUPERSEDED SURVEY CONTROL
 GE0845
 GE0845  NAD 83(1986)-  36 19 20.47040(N)    091 11 29.13866(W) AD(       ) 2
 GE0845  NAD 27      -  36 19 20.23210(N)    091 11 28.66970(W) AD(       ) 2
 GE0845
 GE0845.Superseded values are not recommended for survey control.
 GE0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0845.See file dsdata.txt to determine how the superseded data were derived.
 GE0845
 GE0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6234521221(NAD 83)
 GE0845_MARKER: DS = TRIANGULATION STATION DISK
 GE0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0845_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0845
 GE0845  HISTORY     - Date     Condition        Report By
 GE0845  HISTORY     - 1955     MONUMENTED       CGS
 GE0845
 GE0845                          STATION DESCRIPTION
 GE0845
 GE0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0845'THE STATION IS ABOUT 2-1/4 MILES EAST OF RAVENDEN SPRINGS,
 GE0845'ON THE RIGHT-OF-WAY OF A TOWNSHIP ROAD.  IT IS 100 YARDS
 GE0845'NORTHEAST OF A FARMHOUSE, 30 FEET NORTH OF THE CENTER OF THE
 GE0845'ROAD, 21 FEET EAST OF THE CENTER OF A TRACK ROAD AND 6 FEET
 GE0845'SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.
 GE0845'
 GE0845'TO REACH THE STATION FROM THE POST OFFICE IN RAVENDEN SPRINGS,
 GE0845'GO EASTERLY ON STATE HIGHWAY 90 FOR 1.9 MILES TO THE TOWNSHIP
 GE0845'ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT, TURN
 GE0845'RIGHT AND GO SOUTHEAST FOR 0.3 MILE TO THE STATION ON THE
 GE0845'LEFT.
 GE0845'
 GE0845'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0845'JANES 1955.
 GE0845'
 GE0845'REFERENCE MARK 1 IS 6 FEET EAST OF THE CENTER OF THE TRACK
 GE0845'ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GE0845'JANES NO 1 1955.
 GE0845'
 GE0845'REFERENCE MARK 2 IS 41 FEET NORTH OF THE CENTER OF THE TOWNSHIP
 GE0845'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0845'JANES NO 2 1955.
 GE0845'
 GE0845'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF STATE
 GE0845'HIGHWAY 90, 6 FEET SOUTH OF A FENCE AND 5 FEET SOUTHWEST OF
 GE0845'A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES
 GE0845'AND THE DISK IS STAMPED JANES 1955.
 GE0845'
 GE0845'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8286 ***********************************************************************
 AB8286  PACS        -  This is a Primary Airport Control Station.
 AB8286  DESIGNATION -  JBR ARP
 AB8286  PID         -  AB8286
 AB8286  STATE/COUNTY-  AR/CRAIGHEAD
 AB8286  USGS QUAD   -  JONESBORO (1983)
 AB8286
 AB8286                         *CURRENT SURVEY CONTROL
 AB8286  ___________________________________________________________________
 AB8286* NAD 83(1997)-  35 49 48.02379(N)    090 38 54.18288(W)     ADJUSTED  
 AB8286* NAVD 88     -        76.81   (meters)     252.0    (feet)  GPS OBS   
 AB8286  ___________________________________________________________________
 AB8286  X           -     -58,585.111 (meters)                     COMP
 AB8286  Y           -  -5,176,771.167 (meters)                     COMP
 AB8286  Z           -   3,712,944.221 (meters)                     COMP
 AB8286  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AB8286  ELLIP HEIGHT-          48.98  (meters)          (12/17/01) GPS OBS
 AB8286  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AB8286
 AB8286  HORZ ORDER  -  B
 AB8286  ELLP ORDER  -  FIRST     CLASS II
 AB8286
 AB8286.This mark is at Jonesboro Airport (JBR)
 AB8286
 AB8286.The horizontal coordinates were established by GPS observations
 AB8286.and adjusted by the National Geodetic Survey in February 2000..
 AB8286
 AB8286.The orthometric height was determined by GPS observations and a
 AB8286.high-resolution geoid model.
 AB8286
 AB8286.GPS derived orthometric heights for airport stations designated as
 AB8286.PACS or SACS are published to 2 decimal places.  This maintains
 AB8286.centimeter relative accuracy between the PACS and SACS.  It does
 AB8286.not indicate centimeter accuracy relative to other marks which are
 AB8286.part of the NAVD 88 network.
 AB8286
 AB8286.Photographs are available for this station.
 AB8286
 AB8286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8286
 AB8286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8286
 AB8286.The ellipsoidal height was determined by GPS observations
 AB8286.and is referenced to NAD 83.
 AB8286
 AB8286.The geoid height was determined by GEOID03.
 AB8286
 AB8286;                    North         East     Units Scale Factor Converg.
 AB8286;SPC AR N     -   166,882.613   522,117.137   MT  0.99994510   +0 47 11.4
 AB8286;SPC AR N     -   547,514.04  1,712,979.31   sFT  0.99994510   +0 47 11.4
 AB8286;UTM  15      - 3,967,646.599   712,418.405   MT  1.00015603   +1 22 37.6
 AB8286
 AB8286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8286!SPC AR N     -   0.99999231  x   0.99994510  =   0.99993741
 AB8286!UTM  15      -   0.99999231  x   1.00015603  =   1.00014834
 AB8286
 AB8286:                Primary Azimuth Mark                     Grid Az
 AB8286:SPC AR N     -  JBR STA B                                237 09 11.3
 AB8286:UTM  15      -  JBR STA B                                236 33 45.1
 AB8286
 AB8286|---------------------------------------------------------------------|
 AB8286| PID    Reference Object                     Distance      Geod. Az  |
 AB8286|                                                           dddmmss.s |
 AB8286| AB8285 JBR STA B                           404.471 METERS 2375622.7 |
 AB8286|---------------------------------------------------------------------|
 AB8286
 AB8286                          SUPERSEDED SURVEY CONTROL
 AB8286
 AB8286  ELLIP H (02/17/00)   48.97   (m)                       GP(       ) 1 2
 AB8286
 AB8286.Superseded values are not recommended for survey control.
 AB8286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8286.See file dsdata.txt to determine how the superseded data were derived.
 AB8286
 AB8286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1241867647(NAD 83)
 AB8286_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB8286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8286_STAMPING: ARP 1965
 AB8286_MARK LOGO: CGS   
 AB8286_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8286+STABILITY: SURFACE MOTION
 AB8286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8286+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AB8286
 AB8286  HISTORY     - Date     Condition        Report By
 AB8286  HISTORY     - 1965     MONUMENTED       CGS
 AB8286  HISTORY     - 19910308 GOOD             NGS
 AB8286  HISTORY     - 19990606 GOOD             NGS
 AB8286  HISTORY     - 19990606 GOOD             NGS
 AB8286  HISTORY     - 20000606 GOOD             NGS
 AB8286
 AB8286                          STATION DESCRIPTION
 AB8286
 AB8286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB8286'THE STATION IS LOCATED 388.32 FT (118.36 M) EAST OF THE CENTERLINE END
 AB8286'OF RUNWAY 5, 220.6 FT (67.2 M) EAST OF THE FIRST RUNWAY LIGHT
 AB8286'NORTHEAST OF RUNWAY END 5, 132.2 FT (40.3 M) SOUTHEAST OF THE
 AB8286'SOUTHEAST EDGE OF RUNWAY 5-23 AND 122.5 FT (37.3 M) SOUTHEAST OF THE
 AB8286'SECOND RUNWAY LIGHT NORTHEAST OF RUNWAY END 5.  THE STATION IS A
 AB8286'STANDARD TOPOGRAPHIC DISK STAMPED ARP 1965 AND IS SET IN TOP OF A
 AB8286'SQUARE CONCRETE POST 1 FOOT (0.3 M) BELOW THE SURFACE OF THE GROUND.
 AB8286
 AB8286                          STATION RECOVERY (1999)
 AB8286
 AB8286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 AB8286'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS) . THE
 AB8286'STATION IS LOCATED ON THE EAST SIDE OF THE CITY OF JONESBORO, AT THE
 AB8286'JONESBORO MUNICIPAL AIRPORT, IN THE GRASS AREA JUST SOUTHEAST OF THE
 AB8286'SOUTHEAST EDGE OF RUNWAY 5-23 AND EAST OF RUNWAY END 5.  FOR ACCESS TO
 AB8286'THE AIRPORT CONTACT MR PHILIP GILLESPIE, AIRPORT MANAGER AT 3901
 AB8286'LINDBERG DRIVE, STE C, JONESBORO, ARKANSAS 72401. PHONE--870-935-0142.
 AB8286'FAX--870-935-4595.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AB8286'HIGHWAYS 63 AND 49 (STADIUM BLVD) ON THE SOUTH SIDE OF JONESBORO, GO
 AB8286'NORTH ON U.S.  HIGHWAY 49 FOR 2.4 KM (1.50 MI) TO NETTLETON AVE, TURN
 AB8286'RIGHT (EAST) AND CONTINUE FOR 0.5 KM (0.30 MI) TO AIRPORT ROAD.  TURN
 AB8286'LEFT (NORTHEAST) , ON AIRPORT ROAD, AND CONTINUE FOR 1.1 KM (0.70 MI)
 AB8286'TO A ROAD ON THE RIGHT (LINDBERG DRIVE) LEADING TO THE AIRPORT, TURN
 AB8286'RIGHT (SOUTHEAST) AND CONTINUE FOR 0.3 KM (0.20 MI) TO A GATE ON THE
 AB8286'RIGHT JUST EAST OF THE FIRST HANGER WEST OF THE TERMINAL.  PASS
 AB8286'THROUGH THE GATE AND DRIVE SOUTH AND SOUTHWEST FOR 0.08 KM (0.05 MI)
 AB8286'TO THE RAMP TURN LEFT (SOUTH-SOUTHEAST) AND CONTINUE FOR 0.3 KM, (0.20
 AB8286'MI) CROSSING RUNWAY END 5,TO THE STATION TO THE LEFT.  THE STATION IS
 AB8286'LOCATED 118.36 M (388.32 FT) EAST OF THE CENTERLINE OF RUNWAY END 5,
 AB8286'67.2 M (220.5 FT) EAST OF THE FIRST RUNWAY LIGHT NORTHEAST OF RUNWAY
 AB8286'END 5, 40.3 M (132.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY
 AB8286'5-23, 37.3 M (122.4 FT) SOUTHEAST OF THE SECOND RUNWAY LIGHT NORTHEAST
 AB8286'OF RUNWAY END 5, AND 18.5 M (60.7 FT) NORTHWEST OF A SHALLOW DITCH
 AB8286'LINE CENTER.  THE STATION IS ABOUT 0.6 M (2.0 FT) BELOW THE RUNWAY
 AB8286'LEVEL AND RECESSED APPROXIMATELY 25 CM BELOW THE GROUND SURFACE.
 AB8286
 AB8286                          STATION RECOVERY (1999)
 AB8286
 AB8286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 AB8286'RECOVERED AS DESCRIBED.
 AB8286
 AB8286                          STATION RECOVERY (2000)
 AB8286
 AB8286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 AB8286'RECOVERED AS DESCRIBED BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8285 ***********************************************************************
 AB8285  SACS        -  This is a Secondary Airport Control Station.
 AB8285  DESIGNATION -  JBR STA B
 AB8285  PID         -  AB8285
 AB8285  STATE/COUNTY-  AR/CRAIGHEAD
 AB8285  USGS QUAD   -  JONESBORO (1983)
 AB8285
 AB8285                         *CURRENT SURVEY CONTROL
 AB8285  ___________________________________________________________________
 AB8285* NAD 83(1997)-  35 49 41.05762(N)    090 39 07.83979(W)     ADJUSTED  
 AB8285* NAVD 88     -        77.61   (meters)     254.6    (feet)  GPS OBS   
 AB8285  ___________________________________________________________________
 AB8285  X           -     -58,929.305 (meters)                     COMP
 AB8285  Y           -  -5,176,893.607 (meters)                     COMP
 AB8285  Z           -   3,712,770.618 (meters)                     COMP
 AB8285  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AB8285  ELLIP HEIGHT-          49.79  (meters)          (01/07/02) GPS OBS
 AB8285  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AB8285
 AB8285  HORZ ORDER  -  FIRST
 AB8285  ELLP ORDER  -  FOURTH    CLASS I
 AB8285
 AB8285.This mark is at Jonesboro Airport (JBR)
 AB8285
 AB8285.The horizontal coordinates were established by GPS observations
 AB8285.and adjusted by the National Geodetic Survey in February 2000..
 AB8285
 AB8285.The orthometric height was determined by GPS observations and a
 AB8285.high-resolution geoid model.
 AB8285
 AB8285.GPS derived orthometric heights for airport stations designated as
 AB8285.PACS or SACS are published to 2 decimal places.  This maintains
 AB8285.centimeter relative accuracy between the PACS and SACS.  It does
 AB8285.not indicate centimeter accuracy relative to other marks which are
 AB8285.part of the NAVD 88 network.
 AB8285
 AB8285.Photographs are available for this station.
 AB8285
 AB8285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8285
 AB8285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8285
 AB8285.The ellipsoidal height was determined by GPS observations
 AB8285.and is referenced to NAD 83.
 AB8285
 AB8285.The geoid height was determined by GEOID03.
 AB8285
 AB8285;                    North         East     Units Scale Factor Converg.
 AB8285;SPC AR N     -   166,663.242   521,777.350   MT  0.99994496   +0 47 03.5
 AB8285;SPC AR N     -   546,794.32  1,711,864.52   sFT  0.99994496   +0 47 03.5
 AB8285;UTM  15      - 3,967,423.691   712,080.827   MT  1.00015427   +1 22 29.4
 AB8285
 AB8285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8285!SPC AR N     -   0.99999219  x   0.99994496  =   0.99993715
 AB8285!UTM  15      -   0.99999219  x   1.00015427  =   1.00014645
 AB8285
 AB8285:                Primary Azimuth Mark                     Grid Az
 AB8285:SPC AR N     -  JBR ARP                                  057 09 11.2
 AB8285:UTM  15      -  JBR ARP                                  056 33 45.3
 AB8285
 AB8285|---------------------------------------------------------------------|
 AB8285| PID    Reference Object                     Distance      Geod. Az  |
 AB8285|                                                           dddmmss.s |
 AB8285| AB8286 JBR ARP                             404.471 METERS 0575614.7 |
 AB8285|---------------------------------------------------------------------|
 AB8285
 AB8285                          SUPERSEDED SURVEY CONTROL
 AB8285
 AB8285  ELLIP H (02/17/00)   49.78   (m)                       GP(       ) 4 1
 AB8285
 AB8285.Superseded values are not recommended for survey control.
 AB8285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8285.See file dsdata.txt to determine how the superseded data were derived.
 AB8285
 AB8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1208167424(NAD 83)
 AB8285_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB8285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8285_STAMPING: AP 1965 STA B
 AB8285_MARK LOGO: CGS   
 AB8285_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8285+STABILITY: SURFACE MOTION
 AB8285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8285+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AB8285
 AB8285  HISTORY     - Date     Condition        Report By
 AB8285  HISTORY     - 1965     MONUMENTED       CGS
 AB8285  HISTORY     - 19910308 GOOD             NGS
 AB8285  HISTORY     - 19990606 GOOD             NGS
 AB8285  HISTORY     - 20000606 GOOD             NGS
 AB8285
 AB8285                          STATION DESCRIPTION
 AB8285
 AB8285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB8285'THE STATION IS LOCATED ON THE WESTERLY PART OF THE AIRPORT, 186.4 FT
 AB8285'(56.8 M) NORTHWEST OF THE 11TH RUNWAY LIGHT SOUTHEAST OF RUNWAY END
 AB8285'14, AND 55.6 FT (16.9 M) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY
 AB8285'14-32.  IT IS LOCATED APPROXIMATELY ON CENTERLINE EXTENDED TO RWY
 AB8285'5-23, AND 47.7 FT (14.5 M) SOUTHWEST OF THE 10TH RWY LIGHT SOUTHEAST
 AB8285'OF RUNWAY 14.  THE STATION IS A TOPOGRAPHIC DISK STAMPED AP 1965 STA B
 AB8285'AND SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 AB8285
 AB8285                          STATION RECOVERY (1999)
 AB8285
 AB8285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 AB8285'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) . THE
 AB8285'STATION IS LOCATED ON THE EAST SIDE OF THE CITY OF JONESBORO, AT THE
 AB8285'JONESBORO MUNICIPAL AIRPORT, AT THE SOUTHWEST SIDE OF THE AIRPORT IN A
 AB8285'GRASS ISLAND JUST SOUTHWEST OF THE SOUTWEST EDGE OF RUNWAY 14-32 AND
 AB8285'APPROXIMATELY INLINE WITH THE CENTERLINE OF RUNWAY 5-32.  FOR ACCESS
 AB8285'TO THE AIRPORT CONTACT MR PHILIP GILLESPIE, AIRPORT MANAGER AT 3901
 AB8285'LINDBERG DRIVE, STE C, JONESBORO, ARKANSAS 72401. PHONE--870-935-0142.
 AB8285'FAX--870-935-4595.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AB8285'HIGHWAYS 63 AND 49 (STADIUM BLVD) ON THE SOUTH SIDE OF JONESBORO, GO
 AB8285'NORTH ON U.S.  HIGHWAY 49 FOR 2.4 KM (1.50 MI) TO NETTLETON AVE, TURN
 AB8285'RIGHT (EAST) AND CONTINUE FOR 0.5 KM (0.30 MI) TO AIRPORT ROAD.  TURN
 AB8285'LEFT (NORTHEAST) , ON AIRPORT ROAD, AND CONTINUE FOR 1.1 KM (0.70 MI)
 AB8285'TO A ROAD ON THE RIGHT (LINDBERG DRIVE) LEADING TO THE AIRPORT, TURN
 AB8285'RIGHT (SOUTHEAST) AND CONTINUE FOR 0.3 KM (0.20 MI) TO A GATE ON THE
 AB8285'RIGHT JUST EAST OF THE FIRST HANGER WEST OF THE TERMINAL.  PASS
 AB8285'THROUGH THE GATE AND DRIVE SOUTH AND SOUTHWEST FOR 0.08 KM (0.05 MI)
 AB8285'TO THE RAMP, TURN RIGHT (WEST AND SOUTHWEST) ON A TAXIWAY, CONTINUE
 AB8285'FOR 0.3 KM (0.20 MI) , CROSSING RUNWAY END 14, TURN LEFT (SOUTHEAST)
 AB8285'AND CONTINUE FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE
 AB8285'STATION IS LOCATED 51.5 M (169.0 FT) NORTHEAST OF THE CENTERLINE OF
 AB8285'THE PARALLEL TAXIWAY, 39.7 M (130.2 FT) SOUTHWEST OF THE RUNWAY 14-32
 AB8285'CENTERLINE, 17.0 M (55.8 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY
 AB8285'14-32, 14.5 M (47.6 FT) SOUTHWEST OF THE THIRD RUNWAY LIGHT SOUTHEAST
 AB8285'OF THE FIRST CONNECTOR TAXIWAY SOUTHEAST OF RUNWAY END 14.  THE
 AB8285'STATION IS ABOUT 0.6 M (2.0 FT) BELOW THE RUNWAY LEVEL AND FLUSH WITH
 AB8285'THE GROUND SURFACE.
 AB8285
 AB8285                          STATION RECOVERY (2000)
 AB8285
 AB8285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 AB8285'RECOVERED AS DESCRIBED BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8288 ***********************************************************************
 AB8288  SACS        -  This is a Secondary Airport Control Station.
 AB8288  DESIGNATION -  JBR STA C
 AB8288  PID         -  AB8288
 AB8288  STATE/COUNTY-  AR/CRAIGHEAD
 AB8288  USGS QUAD   -  JONESBORO (1983)
 AB8288
 AB8288                         *CURRENT SURVEY CONTROL
 AB8288  ___________________________________________________________________
 AB8288* NAD 83(1997)-  35 50 21.37610(N)    090 38 04.97741(W)     ADJUSTED  
 AB8288* NAVD 88     -        77.40   (meters)     253.9    (feet)  GPS OBS   
 AB8288  ___________________________________________________________________
 AB8288  X           -     -57,343.503 (meters)                     COMP
 AB8288  Y           -  -5,176,183.676 (meters)                     COMP
 AB8288  Z           -   3,713,777.934 (meters)                     COMP
 AB8288  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AB8288  ELLIP HEIGHT-          49.55  (meters)          (01/07/02) GPS OBS
 AB8288  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AB8288
 AB8288  HORZ ORDER  -  FIRST
 AB8288  ELLP ORDER  -  FOURTH    CLASS I
 AB8288
 AB8288.This mark is at Jonesboro Airport (JBR)
 AB8288
 AB8288.The horizontal coordinates were established by GPS observations
 AB8288.and adjusted by the National Geodetic Survey in February 2000..
 AB8288
 AB8288.The orthometric height was determined by GPS observations and a
 AB8288.high-resolution geoid model.
 AB8288
 AB8288.GPS derived orthometric heights for airport stations designated as
 AB8288.PACS or SACS are published to 2 decimal places.  This maintains
 AB8288.centimeter relative accuracy between the PACS and SACS.  It does
 AB8288.not indicate centimeter accuracy relative to other marks which are
 AB8288.part of the NAVD 88 network.
 AB8288
 AB8288.Photographs are available for this station.
 AB8288
 AB8288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8288
 AB8288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8288
 AB8288.The ellipsoidal height was determined by GPS observations
 AB8288.and is referenced to NAD 83.
 AB8288
 AB8288.The geoid height was determined by GEOID03.
 AB8288
 AB8288;                    North         East     Units Scale Factor Converg.
 AB8288;SPC AR N     -   167,927.450   523,337.713   MT  0.99994581   +0 47 40.0
 AB8288;SPC AR N     -   550,941.98  1,716,983.81   sFT  0.99994581   +0 47 40.0
 AB8288;UTM  15      - 3,968,704.192   713,628.401   MT  1.00016239   +1 23 07.5
 AB8288
 AB8288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8288!SPC AR N     -   0.99999222  x   0.99994581  =   0.99993803
 AB8288!UTM  15      -   0.99999222  x   1.00016239  =   1.00015461
 AB8288
 AB8288                          SUPERSEDED SURVEY CONTROL
 AB8288
 AB8288.No superseded survey control is available for this station.
 AB8288
 AB8288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1362868704(NAD 83)
 AB8288_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB8288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8288_STAMPING: AP 1970 STA C JBR
 AB8288_MARK LOGO: CGS   
 AB8288_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8288+STABILITY: SURFACE MOTION
 AB8288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8288+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AB8288
 AB8288  HISTORY     - Date     Condition        Report By
 AB8288  HISTORY     - 1970     MONUMENTED       CGS
 AB8288  HISTORY     - 19910308 GOOD             NGS
 AB8288  HISTORY     - 19990606 GOOD             NGS
 AB8288  HISTORY     - 20000606 GOOD             NGS
 AB8288
 AB8288                          STATION DESCRIPTION
 AB8288
 AB8288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB8288'THE STATION IS LOCATED SOUTHEAST OF RUNWAY END 23, 207.13 FT (63.13 M)
 AB8288'SOUTHEAST OF THE CENTERLINE END RUNWAY 23, 132.1 FT (40.3 M) SOUTHEAST
 AB8288'OF THE SOUTHERLY CORNER OF RUNWAY END 23, 124.4 FT (37.9 M) SOUTHEAST
 AB8288'OF THE MOST THRESHOLD LIGHT AND 208.8 FT (63.6 M) EAST OF THE FIRST
 AB8288'RUNWAY LIGHT SOUTHWEST OF END 23.  THE STATION IS A STANDARD
 AB8288'TOPOGRAPHIC DISK STAMPED AP 1970 STA C JBR AND SET IN THE TOP OF A
 AB8288'SQUARE CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE GROUND.
 AB8288
 AB8288                          STATION RECOVERY (1999)
 AB8288
 AB8288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 AB8288'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) . THE
 AB8288'STATION IS LOCATED ON THE EAST SIDE OF THE CITY OF JONESBORO, AT THE
 AB8288'JONESBORO MUNICIPAL AIRPORT, ON THE NORTHEAST SIDE OF THE AIRPORT, IN
 AB8288'THE GRASS AREA JUST SOUTHEAST OF AND INLINE WITH RUNWAY END 23.  FOR
 AB8288'ACCESS TO THE AIRPORT CONTACT MR PHILIP GILLESPIE, AIRPORT MANAGER AT
 AB8288'3901 LINDBERG DRIVE, STE C, JONESBORO, ARKANSAS 72401.
 AB8288'PHONE--870-935-0142.  FAX--870-935-4595.  TO REACH THE STATION FROM
 AB8288'THE INTERSECTION OF U.S.  HIGHWAYS 63 AND 49 (STADIUM BLVD) ON THE
 AB8288'SOUTH SIDE OF JONESBORO, GO NORTH ON U.S.  HIGHWAY 49 FOR 2.4 KM (1.50
 AB8288'MI) TO NETTLETON AVE, TURN RIGHT (EAST) AND CONTINUE FOR 0.5 KM (0.30
 AB8288'MI) TO AIRPORT ROAD.  TURN LEFT (NORTHEAST) ON AIRPORT ROAD, AND
 AB8288'CONTINUE FOR 1.1 KM (0.70 MI) TO A ROAD ON THE RIGHT (LINDBERG DRIVE)
 AB8288'LEADING TO THE AIRPORT, TURN RIGHT (SOUTHEAST) AND CONTINUE FOR 0.3 KM
 AB8288'(0.20 MI) TO A GATE ON THE RIGHT JUST EAST OF THE FIRST HANGER WEST OF
 AB8288'THE TERMINAL.  PASS THROUGH THE GATE AND DRIVE SOUTH AND SOUTHWEST FOR
 AB8288'0.08 KM (0.05 MI) TO THE RAMP, TURN LEFT (SOUTH-SOUTHEAST) AND
 AB8288'CONTINUE ON A TAXIWAY FOR 0.16 KM (0.10 MI) TO A PARALLEL TAXIWAY,
 AB8288'TURN LEFT (NORTHEAST) AND CONTINUE FOR 1.6 KM (1.00 MI) CROSSING
 AB8288'RUNWAY END 23, TO THE STATION TO THE RIGHT OF A SERVICE ROAD.  THE
 AB8288'STATION IS LOCATED 63.13 M (207.12 FT) SOUTHEAST OF THE CENTERLINE OF
 AB8288'RUNWAY END 23, 40.2 M (131.9 FT) SOUTHEAST OF THE SOUTHERLY CORNER OF
 AB8288'RUNWAY END 23, 21.3 M (69.9 FT) SOUTH OF THE SOUTHEAST ODALS LIGHT,
 AB8288'6.1 M (20.0 FT) SOUTHEAST OF THE CENTER OF A CONCRETE SERVICE ROAD.
 AB8288'THE STATION IS ABOUT 0.1 M (0.3 FT) BELOW THE SERVICE ROAD LEVEL AND
 AB8288'RECESSED APPROXIMATELY 25 CM BELOW THE GROUND SURFACE.
 AB8288
 AB8288                          STATION RECOVERY (2000)
 AB8288
 AB8288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 AB8288'RECOVERED AS DESCRIBED BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1171 ***********************************************************************
 DM1171  DESIGNATION -  JEAN
 DM1171  PID         -  DM1171
 DM1171  STATE/COUNTY-  AR/LITTLE RIVER
 DM1171  USGS QUAD   -  ASHDOWN EAST (1975)
 DM1171
 DM1171                         *CURRENT SURVEY CONTROL
 DM1171  ___________________________________________________________________
 DM1171* NAD 83(1997)-  33 42 42.65123(N)    094 03 19.28697(W)     ADJUSTED  
 DM1171* NAVD 88     -        97.25   (+/-2cm)     319.1    (feet)  VERTCON   
 DM1171  ___________________________________________________________________
 DM1171  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DM1171  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DM1171
 DM1171  HORZ ORDER  -  FIRST
 DM1171  VERT ORDER  -  THIRD ? (See Below)
 DM1171
 DM1171.The horizontal coordinates were established by classical geodetic methods
 DM1171.and adjusted by the National Geodetic Survey in September 1999..
 DM1171
 DM1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1171.The vertical order pertains to the NGVD 29 superseded value.
 DM1171
 DM1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1171
 DM1171.The geoid height was determined by GEOID03.
 DM1171
 DM1171;                    North         East     Units Scale Factor Converg.
 DM1171;SPC AR S     -   517,835.834   209,502.815   MT  0.99993422   -1 09 01.3
 DM1171;SPC AR S     - 1,698,933.07    687,343.82   sFT  0.99993422   -1 09 01.3
 DM1171;UTM  15      - 3,730,706.848   402,210.035   MT  0.99971789   -0 35 08.8
 DM1171
 DM1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1171!SPC AR S     -   0.99998898  x   0.99993422  =   0.99992321
 DM1171!UTM  15      -   0.99998898  x   0.99971789  =   0.99970688
 DM1171
 DM1171:                Primary Azimuth Mark                     Grid Az
 DM1171:SPC AR S     -  OKAY IDEAL CEMENT CO STACK               063 03 27.8
 DM1171:UTM  15      -  OKAY IDEAL CEMENT CO STACK               062 29 35.3
 DM1171
 DM1171|---------------------------------------------------------------------|
 DM1171| PID    Reference Object                     Distance      Geod. Az  |
 DM1171|                                                           dddmmss.s |
 DM1171| DL1586 OKAY IDEAL CEMENT CO STACK          APPROX.13.5 KM 0615426.5 |
 DM1171| DL1583 OKAY IDEAL CEMENT CO TANK           APPROX.13.5 KM 0633952.0 |
 DM1171| DL1573 LOOKOUT TOWER 10 4 AFC              APPROX.18.9 KM 0961100.3 |
 DM1171| CX6556 JEAN RM 2                            31.015 METERS 09847     |
 DM1171| DL1575 DALLAS LITTLE ROCK AWY BCN 18       APPROX.26.3 KM 1215125.2 |
 DM1171| CX6554 JEAN AZ MK                                         1860854.8 |
 DM1171| CX6557 JEAN RM 3 AZIMUTH                                  20619     |
 DM1171| DM1175 ASHDOWN FEDERAL COMPRESS CO TK      APPROX. 8.2 KM 2322307.8 |
 DM1171| DM1178 ASHDOWN CITY WATER TANK             APPROX. 7.8 KM 2383222.0 |
 DM1171| DM1177 LOOKOUT TOWER 10+3 AFC              APPROX.15.0 KM 2725359.2 |
 DM1171| DM1165 BEN LOMMOND LOOKOUT TOWER AFC       APPROX.16.8 KM 3434437.2 |
 DM1171| CX6555 JEAN RM 1                            29.221 METERS 34454     |
 DM1171|---------------------------------------------------------------------|
 DM1171
 DM1171                          SUPERSEDED SURVEY CONTROL
 DM1171
 DM1171  NAD 83(1997)-  33 42 42.65612(N)    094 03 19.28271(W) AD(       ) 1
 DM1171  NAD 83(1997)-  33 42 42.65621(N)    094 03 19.28213(W) AD(       ) 1
 DM1171  NAD 83(1986)-  33 42 42.65794(N)    094 03 19.27666(W) AD(       ) 1
 DM1171  NAD 27      -  33 42 42.22500(N)    094 03 18.58400(W) AD(       ) 1
 DM1171  NGVD 29 (07/19/86)   97.26   (m)          319.1    (f) LEVELING    3  
 DM1171
 DM1171.Superseded values are not recommended for survey control.
 DM1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1171.See file dsdata.txt to determine how the superseded data were derived.
 DM1171
 DM1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0221030707(NAD 83)
 DM1171_MARKER: DS = TRIANGULATION STATION DISK
 DM1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1171
 DM1171  HISTORY     - Date     Condition        Report By
 DM1171  HISTORY     - 1941     MONUMENTED       CGS
 DM1171  HISTORY     - 1951     GOOD             CGS
 DM1171  HISTORY     - 1963     GOOD             CGS
 DM1171  HISTORY     - 1975     GOOD             NGS
 DM1171
 DM1171                          STATION DESCRIPTION
 DM1171
 DM1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DM1171'STATION IS LOCATED ABOUT 4.5 MILES E AND 3 MILES N OF ASHDOWN,
 DM1171'IN THE SW 1/4 OF SEC. 13, T. 12 S, R. 29 W, ON LAND OWNED
 DM1171'BY TOM JEAN, WHO LIVES ABOUT 400 FEET W OF THE STATION.
 DM1171'IT IS 32 FEET S OF THE CENTER OF A FARM LANE AND 7.6 FEET
 DM1171'N OF A WHITE REFERENCE POST.  IT IS STAMPED JEAN 1941 AND
 DM1171'PROJECTS ABOUT 10 INCHES.
 DM1171'
 DM1171'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DM1171'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 DM1171'
 DM1171'REFERENCE MARK NO. 1 IS 22 FEET NW OF THE CENTER OF A FARM
 DM1171'LANE AND 1.5 FEET W OF A FENCE CORNER, IS STAMPED JEAN NO. 1
 DM1171'1941, AND PROJECTS ABOUT 8 INCHES.
 DM1171'
 DM1171'REFERENCE MARK NO. 2 IS 30 FEET W OF AN 8-INCH WALNUT TREE,
 DM1171'IS STAMPED JEAN NO. 2 1941, AND PROJECTS ABOUT 8 INCHES.
 DM1171'
 DM1171'THE AZIMUTH MARK IS 102 FEET W OF A GATE, 192 FEET E OF THE
 DM1171'CENTER LINE OF A N-S DIRT ROAD, 60 FEET E OF A LARGE BUSHY
 DM1171'OAK TREE, 18 FEET N OF THE CENTER LINE OF A FARM LANE, 6
 DM1171'FEET E OF A WHITE REFERENCE POST AND 1 FOOT N OF AN E-W FENCE
 DM1171'LINE.  IT IS STAMPED JEAN 1941 AND PROJECTS ABOUT 6 INCHES.
 DM1171'
 DM1171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 DM1171'AND STATE HIGHWAY 32 IN ASHDOWN, GO E AND N ON STATE HIGHWAY
 DM1171'32, A WINDING ROAD, FOR 5.1 MILES TO A SIDE ROAD LEFT, N,
 DM1171'TURN LEFT AND GO 0.65 MILE TO WHERE ROAD TURNS LEFT, CONTINUE
 DM1171'STRAIGHT AHEAD, N, AND GO 0.7 MILE TO A FARM LANE RIGHT, AND
 DM1171'AZIMUTH MARK, CONTINUE N 0.4 MILE TO THE JEAN RESIDENCE AND
 DM1171'THE STATION IN REAR OF THE HOUSE.
 DM1171'
 DM1171'A 103-FOOT SIGNAL AT WILTON IS VISIBLE AT 50 FEET.
 DM1171'
 DM1171'A 103-FOOT SIGNAL AT FALLS IS VISIBLE AT 50 FEET.
 DM1171'
 DM1171'A 77-FOOT SIGNAL AT LOMMOND IS VISIBLE AT 50 FEET.
 DM1171'
 DM1171'AN 87-FOOT SIGNAL AT PATE IS VISIBLE AT 64 FEET.
 DM1171'
 DM1171'A 37-FOOT SIGNAL AT SARATOGA IS VISIBLE AT 64 FEET.
 DM1171'
 DM1171'A 116-FOOT SIGNAL AT MC NAB IS VISIBLE AT 64 FEET.
 DM1171
 DM1171                          STATION RECOVERY (1951)
 DM1171
 DM1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1171'STATION RECOVERED AS DESCRIBED, AND MARKS FOUND IN GOOD
 DM1171'CONDITION.  SLIGHT DISCREPANCIES WERE FOUND IN THE MEASUREMENTS
 DM1171'TO THE REFERENCE MARKS, BUT OTHER THAN THAT THE 1941 DESCRIPTION
 DM1171'TO REACH THE STATION IS ADEQUATE.
 DM1171'
 DM1171'THE STATION MARK PROJECTS ABOUT 10 INCHES, AND THE DISK
 DM1171'IS STAMPED JEAN 1941.
 DM1171'
 DM1171'REFERENCE MARK NO. 1 PROJECTS ABOUT 8 INCHES, AND THE DISK
 DM1171'IS STAMPED JEAN NO 1 1941.
 DM1171'
 DM1171'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES, AND THE DISK
 DM1171'IS STAMPED JEAN NO 2 1941.
 DM1171'
 DM1171'AZIMUTH MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 DM1171'JEAN 1941.
 DM1171'
 DM1171'HEIGHT OF LIGHT ABOVE STATION - 34 METERS
 DM1171
 DM1171                          STATION RECOVERY (1963)
 DM1171
 DM1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM1171'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DM1171'CONDITION.
 DM1171'
 DM1171'STATE HIGHWAY 32 IS IN THE PROCESS OF BEING REBUILT SO THE
 DM1171'MILEAGE FROM ASHDOWN TO THE TURN-OFF MAY BE SHORTER AS THE
 DM1171'CORNERS ARE BEING ROUNDED.
 DM1171
 DM1171                          STATION RECOVERY (1975)
 DM1171
 DM1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CN)
 DM1171'THE STATION WAS VISITED 2-25-75 AND THE STATION MARK, REFERENCE
 DM1171'MARK NO 1 AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD CONDITION.
 DM1171'THE AZIMUTH MARK WAS FOUND ON ITS SIDE AND THE DISK WAS RECLAIMED.
 DM1171'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  A NEW
 DM1171'DESCRIPTION FOLLOWS--
 DM1171'
 DM1171'THE STATION IS LOCATED ABOUT 4.5 MILES EAST AND 3 MILES NORTH OF
 DM1171'ASHDOWN IN THE SOUTHWEST 1/4 OF SECTION 13, T 125, R 29W.
 DM1171'
 DM1171'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 71, 52, AND STATE
 DM1171'HIGHWAY 32 WEST AT THE CAUTION LIGHT IN ASHDOWN GO SOUTH ON U.S.
 DM1171'HIGHWAYS 71 AND 52 FOR 0.2 MILES TO THE JUNCTION OF STATE HIGHWAY
 DM1171'32 WEST ON LEFT, TURN LEFT AND GO EAST ON STATE HIGHWAY 32 FOR 4.7
 DM1171'MILES TO A PAVED SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 DM1171'ON A PAVED ROAD AND A GRAVEL ROAD FOR 1.8 MILES TO THE AZIMUTH
 DM1171'MARK ON THE RIGHT.  CONTINUE NORTH ON A GRAVEL ROAD FOR 0.1
 DM1171'MILE TO A DRIVEWAY TO AN OLD HOUSE AND HOUSE TRAILER ON THE
 DM1171'RIGHT.  TURN RIGHT ON A DRIVEWAY AND GO EAST AND NORTHEAST AROUND
 DM1171'THE EAST SIDE OF THE HOUSE TRAILER FOR 0.05 MILE TO A GAP IN A
 DM1171'FENCE AND THE STATION IS JUST EAST OF THE FENCE GAP.
 DM1171'
 DM1171'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 DM1171'JEAN 1941, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6
 DM1171'INCHES.  IT IS IN A PASTURE FIELD ABOUT 100 YARDS EAST OF AN OLD
 DM1171'HOUSE AND HOUSE TRAILER, 64 FEET SOUTH OF A LONE 6 INCH CEDAR TREE,
 DM1171'58 FEET SOUTHEAST OF A 14 INCH PINE TREE, 55 FEET EAST OF A
 DM1171'WEST FENCEPOST AT A GAP IN A FENCELINE, 33 FEET SOUTHWEST OF
 DM1171'A 20 INCH OAK TREE, 29 FEET SOUTHEAST OF THE CENTER OF A DIM
 DM1171'FIELD ROAD, AND 19.7 FEET NORTH OF AN EAST-WEST FENCELINE.
 DM1171'
 DM1171'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED JEAN
 DM1171'NO 1 1941, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 10
 DM1171'INCHES.  IT IS 89 FEET NORTH OF A WEST FENCE POST AT A GAP IN A
 DM1171'FENCELINE, 45 FEET NORTH OF A 14 INCH PINE TREE, 44.5 FEET
 DM1171'NORTHWEST OF A LONE 6 INCH CEDAR TREE AND 10 FEET EAST OF A 10 FEET
 DM1171'INCH PINE TREE.
 DM1171'
 DM1171'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DM1171'JEAN NO 2 1941, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DM1171'INCHES.  IT IS 54.5 FEET NORTH OF AN EAST-WEST FENCELINE, 47 FEET
 DM1171'NORTH OF A 28 INCH OAK TREE AND 7.5 FEET SOUTHWEST OF A 26 INCH
 DM1171'PINE TREE.
 DM1171'
 DM1171'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED JEAN
 DM1171'1941 NO 3 1975 AZIMUTH.  IT IS 0.15 MILE SOUTH OF THE STATION MARK,
 DM1171'63 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 47 FEET EAST OF A
 DM1171'FENCE CORNER AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN IN A
 DM1171'FENCELINE.
 DM1171'
 DM1171'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 DM1171'165.689 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1886 ***********************************************************************
 FG1886  DESIGNATION -  JEAN RESET
 FG1886  PID         -  FG1886
 FG1886  STATE/COUNTY-  AR/YELL
 FG1886  USGS QUAD   -  BLUE MOUNTAIN DAM (1982)
 FG1886
 FG1886                         *CURRENT SURVEY CONTROL
 FG1886  ___________________________________________________________________
 FG1886* NAD 83(1997)-  35 01 22.76368(N)    093 42 00.10185(W)     ADJUSTED  
 FG1886* NAVD 88     -       743.64   (+/-2cm)    2439.8    (feet)  VERTCON   
 FG1886  ___________________________________________________________________
 FG1886  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FG1886  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FG1886
 FG1886  HORZ ORDER  -  FIRST
 FG1886  VERT ORDER  -  THIRD ? (See Below)
 FG1886
 FG1886.The horizontal coordinates were established by classical geodetic methods
 FG1886.and adjusted by the National Geodetic Survey in September 1999..
 FG1886
 FG1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1886.The vertical order pertains to the NGVD 29 superseded value.
 FG1886
 FG1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1886
 FG1886.The geoid height was determined by GEOID03.
 FG1886
 FG1886;                    North         East     Units Scale Factor Converg.
 FG1886;SPC AR N     -    77,851.200   244,861.203   MT  0.99998358   -0 59 21.3
 FG1886;SPC AR N     -   255,416.81    803,348.80   sFT  0.99998358   -0 59 21.3
 FG1886;UTM  15      - 3,875,816.463   436,138.585   MT  0.99965026   -0 24 06.3
 FG1886
 FG1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1886!SPC AR N     -   0.99988797  x   0.99998358  =   0.99987155
 FG1886!UTM  15      -   0.99988797  x   0.99965026  =   0.99953827
 FG1886
 FG1886|---------------------------------------------------------------------|
 FG1886| PID    Reference Object                     Distance      Geod. Az  |
 FG1886|                                                           dddmmss.s |
 FG1886| CU8283 JEAN WM BLAZE IN TREE                              03244     |
 FG1886| CI1776 JEAN RM 3                            19.195 METERS 04401     |
 FG1886| FG1885 STONE HOUSE LOOKOUT TOWER            39.816 METERS 18542     |
 FG1886| CI2633 JEAN WM NE COR STONE HOUSE                         19240     |
 FG1886| CI1773 JEAN AZ MK                                         2375719.7 |
 FG1886| CI1170 JEAN WM BLAZE IN TREE                              24639     |
 FG1886| CI1774 JEAN RM 1                            16.430 METERS 25927     |
 FG1886| CI1775 JEAN RM 2                            17.574 METERS 26831     |
 FG1886| CU8284 JEAN WM BLAZE IN TREE                              28618     |
 FG1886|---------------------------------------------------------------------|
 FG1886
 FG1886                          SUPERSEDED SURVEY CONTROL
 FG1886
 FG1886  NAD 83(1997)-  35 01 22.77333(N)    093 42 00.09874(W) AD(       ) 1
 FG1886  NAD 83(1986)-  35 01 22.77336(N)    093 42 00.09485(W) AD(       ) 1
 FG1886  NAD 27      -  35 01 22.43700(N)    093 41 59.39100(W) AD(       ) 1
 FG1886  NGVD 29 (07/19/86)  743.55   (m)         2439.5    (f) LEVELING    3  
 FG1886
 FG1886.Superseded values are not recommended for survey control.
 FG1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1886.See file dsdata.txt to determine how the superseded data were derived.
 FG1886
 FG1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3613975816(NAD 83)
 FG1886_MARKER: DD = SURVEY DISK
 FG1886_SETTING: 80 = SET IN A BOULDER
 FG1886_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1886_STAMPING: JEAN 1916 1940
 FG1886_PROJECTION: PROJECTING 5 CENTIMETERS
 FG1886
 FG1886  HISTORY     - Date     Condition        Report By
 FG1886  HISTORY     - 1940     MONUMENTED       CGS
 FG1886  HISTORY     - 1956     GOOD             CGS
 FG1886
 FG1886                          STATION DESCRIPTION
 FG1886
 FG1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 FG1886'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK
 FG1886'WERE RECOVERED AS DESCRIBED AND WERE FOUND TO BE IN GOOD
 FG1886'CONDITION.
 FG1886'
 FG1886'THE 1940 DESCRIPTION IS ADEQUATE.
 FG1886'
 FG1886'SLIGHT DIFFERENCES IN DISTANCES AND DIRECTION TO THE REFERENCE
 FG1886'MARKS WAS NOTED BUT THE CHECK IS CONSIDERED ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1951 ***********************************************************************
 FG1951  DESIGNATION -  JEANPORT
 FG1951  PID         -  FG1951
 FG1951  STATE/COUNTY-  AR/CONWAY
 FG1951  USGS QUAD   -  ATKINS (1989)
 FG1951
 FG1951                         *CURRENT SURVEY CONTROL
 FG1951  ___________________________________________________________________
 FG1951* NAD 83(1997)-  35 08 24.20842(N)    092 54 31.26090(W)     ADJUSTED  
 FG1951* NAVD 88     -       274.6    (meters)     901.     (feet)  VERTCON   
 FG1951  ___________________________________________________________________
 FG1951  X           -    -264,971.523 (meters)                     COMP
 FG1951  Y           -  -5,214,972.736 (meters)                     COMP
 FG1951  Z           -   3,650,725.743 (meters)                     COMP
 FG1951  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 FG1951  ELLIP HEIGHT-         245.88  (meters)          (09/24/01) GPS OBS
 FG1951  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FG1951
 FG1951  HORZ ORDER  -  FIRST
 FG1951  ELLP ORDER  -  FOURTH    CLASS II
 FG1951
 FG1951.This mark is at Petit Jean Park Airport (MPJ)
 FG1951
 FG1951.The horizontal coordinates were established by GPS observations
 FG1951.and adjusted by the National Geodetic Survey in September 1999..
 FG1951
 FG1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1951
 FG1951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1951
 FG1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1951
 FG1951.The ellipsoidal height was determined by GPS observations
 FG1951.and is referenced to NAD 83.
 FG1951
 FG1951.The geoid height was determined by GEOID03.
 FG1951
 FG1951;                    North         East     Units Scale Factor Converg.
 FG1951;SPC AR N     -    89,881.415   317,193.540   MT  0.99996579   -0 31 43.5
 FG1951;SPC AR N     -   294,885.94  1,040,659.14   sFT  0.99996579   -0 31 43.5
 FG1951;UTM  15      - 3,888,578.948   508,318.552   MT  0.99960085   +0 03 09.2
 FG1951
 FG1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1951!SPC AR N     -   0.99996141  x   0.99996579  =   0.99992720
 FG1951!UTM  15      -   0.99996141  x   0.99960085  =   0.99956227
 FG1951
 FG1951:                Primary Azimuth Mark                     Grid Az
 FG1951:SPC AR N     -  JEANPORT AZ MK                           209 57 42.5
 FG1951:UTM  15      -  JEANPORT AZ MK                           209 22 49.8
 FG1951
 FG1951|---------------------------------------------------------------------|
 FG1951| PID    Reference Object                     Distance      Geod. Az  |
 FG1951|                                                           dddmmss.s |
 FG1951| FG1952 JEANPORT AZ MK                      APPROX. 0.9 KM 2092559.0 |
 FG1951|---------------------------------------------------------------------|
 FG1951
 FG1951                          SUPERSEDED SURVEY CONTROL
 FG1951
 FG1951  ELLIP H (09/14/99)  245.84   (m)                       GP(       ) 4 1
 FG1951  NAD 83(1986)-  35 08 24.22326(N)    092 54 31.25419(W) AD(       ) 1
 FG1951  NGVD 29 (11/13/90)  274.6    (m)          901.     (f) GPS OBS        
 FG1951
 FG1951.Superseded values are not recommended for survey control.
 FG1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1951.See file dsdata.txt to determine how the superseded data were derived.
 FG1951
 FG1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0831988579(NAD 83)
 FG1951_MARKER: I = METAL ROD
 FG1951_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1951_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1951_STAMPING: JEANPORT 1990
 FG1951_MARK LOGO: NGS   
 FG1951_PROJECTION: FLUSH
 FG1951_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1951+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FG1951_ROD/PIPE-DEPTH: 1.88 meters
 FG1951_SLEEVE-DEPTH  : 0.90 meters
 FG1951
 FG1951  HISTORY     - Date     Condition        Report By
 FG1951  HISTORY     - 1990     MONUMENTED       NGS
 FG1951
 FG1951                          STATION DESCRIPTION
 FG1951
 FG1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1951'STATION IS LOCATED ABOUT 16.3 KM (10.1 MI) WEST-SOUTHWEST OF
 FG1951'MORRILTON, 15.5 KM (9.6 MI) NORTHWEST OF PERRY, AND 11.2 KM (7.0 MI)
 FG1951'SOUTH-SOUTHEAST OF ATKINS.  AT THE MORRILTON PETIT JEAN PARK AIRPORT.
 FG1951'OWNERSHIP--STATE OF ARKANSAS. 1 CAPITOL MALL. LITTLE ROCK AR 72203.
 FG1951'PHONE IS 501-682-2535.  AIRPORT MANAGER IS GERRY DOBERSTIEN (ASST.
 FG1951'LARRY COUCH). HOMESTEAD AVIATION. RTE 3 BOX 419, MORRILTON AR 72110.
 FG1951'PHONE IS 501-727-5420.
 FG1951'TO REACH THE STATION FRON THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FG1951'HIGHWAY 9 IN EAST MORRILTON, GO SOUTHERLY ON STATE HIGHWAY 9 FOR 8.73
 FG1951'KM (5.42 MI) TO A CROSSROAD.  TURN RIGHT AND GO WESTERLY ON STATE
 FG1951'HIGHWAY 154 FOR 11.31 KM (7.03 MI) TO THE ENTRANCE ROAD TO THE PETIT
 FG1951'JEAN GRAVESITE AND OVERLOOK ON THE RIGHT.  CONTINUE WESTERLY ON STATE
 FG1951'HIGHWAY 154 FOR 0.41 KM (0.25 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 FG1951'RIGHT AND GO NORTHWESTERLY ON THE PAVED ROAD FOR 5.94 KM (3.69 MI) TO
 FG1951'A PAVED ROAD AND GATE ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 FG1951'AIRPORT ENTRANCE ROAD PASSING THROUGH THE GATE FOR 125 FEET TO AN
 FG1951'APRON.  TURN LEFT AND GO EAST ACROSS THE APRON AND ALONG A TAXIWAY
 FG1951'FOR 0.13 KM (0.08 MI) TO THE RUNWAY. TURN RIGHT AND GO ALONG THE
 FG1951'RUNWAY FOR 0.67 KM (0.42 MI) TO THE STATION ON THE RIGHT.
 FG1951'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FG1951'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 37.1 M
 FG1951'(121.7 FT) SOUTHWEST OF A RUNWAY LIGHT, 27.4 M (89.9 FT) NORTH OF A
 FG1951'RUNWAY LIGHT, 24.6 M (80.7 FT) WEST-NORTHWEST FROM THE RUNWAY
 FG1951'CENTERLINE AND 0.7 M (2.3 FT) EAST-SOUTHEAST FROM A CARSONITE WITNESS
 FG1951'POST.
 FG1951'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1952 ***********************************************************************
 FG1952  DESIGNATION -  JEANPORT AZ MK
 FG1952  PID         -  FG1952
 FG1952  STATE/COUNTY-  AR/CONWAY
 FG1952  USGS QUAD   -  ATKINS (1989)
 FG1952
 FG1952                         *CURRENT SURVEY CONTROL
 FG1952  ___________________________________________________________________
 FG1952* NAD 83(1997)-  35 07 59.35966(N)    092 54 48.32751(W)     ADJUSTED  
 FG1952* NAVD 88     -       271.0    (meters)     889.     (feet)  VERTCON   
 FG1952  ___________________________________________________________________
 FG1952  X           -    -265,425.266 (meters)                     COMP
 FG1952  Y           -  -5,215,387.995 (meters)                     COMP
 FG1952  Z           -   3,650,097.385 (meters)                     COMP
 FG1952  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 FG1952  ELLIP HEIGHT-         242.24  (meters)          (09/24/01) GPS OBS
 FG1952  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FG1952
 FG1952  HORZ ORDER  -  FIRST
 FG1952  ELLP ORDER  -  FOURTH    CLASS II
 FG1952
 FG1952.This mark is at Petit Jean Park Airport (MPJ)
 FG1952
 FG1952.The horizontal coordinates were established by GPS observations
 FG1952.and adjusted by the National Geodetic Survey in September 1999..
 FG1952
 FG1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1952
 FG1952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1952
 FG1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1952
 FG1952.The ellipsoidal height was determined by GPS observations
 FG1952.and is referenced to NAD 83.
 FG1952
 FG1952.The geoid height was determined by GEOID03.
 FG1952
 FG1952;                    North         East     Units Scale Factor Converg.
 FG1952;SPC AR N     -    89,119.694   316,754.436   MT  0.99996673   -0 31 53.5
 FG1952;SPC AR N     -   292,386.86  1,039,218.51   sFT  0.99996673   -0 31 53.5
 FG1952;UTM  15      - 3,887,813.091   507,887.357   MT  0.99960077   +0 02 59.4
 FG1952
 FG1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1952!SPC AR N     -   0.99996198  x   0.99996673  =   0.99992871
 FG1952!UTM  15      -   0.99996198  x   0.99960077  =   0.99956276
 FG1952
 FG1952:                Primary Azimuth Mark                     Grid Az
 FG1952:SPC AR N     -  JEANPORT                                 029 57 42.7
 FG1952:UTM  15      -  JEANPORT                                 029 22 49.8
 FG1952
 FG1952|---------------------------------------------------------------------|
 FG1952| PID    Reference Object                     Distance      Geod. Az  |
 FG1952|                                                           dddmmss.s |
 FG1952| FG1951 JEANPORT                            APPROX. 0.9 KM 0292549.2 |
 FG1952|---------------------------------------------------------------------|
 FG1952
 FG1952                          SUPERSEDED SURVEY CONTROL
 FG1952
 FG1952  ELLIP H (09/14/99)  242.21   (m)                       GP(       ) 4 1
 FG1952  NAD 83(1986)-  35 07 59.37450(N)    092 54 48.32079(W) AD(       ) 1
 FG1952  NGVD 29 (11/13/90)  271.0    (m)          889.     (f) GPS OBS        
 FG1952
 FG1952.Superseded values are not recommended for survey control.
 FG1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1952.See file dsdata.txt to determine how the superseded data were derived.
 FG1952
 FG1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0788787813(NAD 83)
 FG1952_MARKER: I = METAL ROD
 FG1952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1952_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1952_STAMPING: JEANPORT AZ MK 1990
 FG1952_MARK LOGO: NGS   
 FG1952_PROJECTION: FLUSH
 FG1952_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1952+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FG1952_ROD/PIPE-DEPTH: 2.28 meters
 FG1952_SLEEVE-DEPTH  : 0.93 meters
 FG1952
 FG1952  HISTORY     - Date     Condition        Report By
 FG1952  HISTORY     - 1990     MONUMENTED       NGS
 FG1952
 FG1952                          STATION DESCRIPTION
 FG1952
 FG1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1952'STATION IS LOCATED ABOUT 16.3 KM (10.1 MI) WEST-SOUTHWEST OF
 FG1952'MORRILTON, 15.5 KM (9.6 MI) NORTHWEST OF PERRY, AND 11.2 KM (7.0 MI)
 FG1952'SOUTH-SOUTHEAST OF ATKINS.  AT THE MORRILTON PETIT JEAN PARK AIRPORT.
 FG1952'OWNERSHIP--STATE OF ARKANSAS. 1 CAPITOL MALL. LITTLE ROCK AR 72203.
 FG1952'PHONE IS 501-682-2535.  AIRPORT MANAGER IS GERRY DOBERSTIEN (ASST.
 FG1952'LARRY COUCH). HOMESTEAD AVIATION. RTE 3 BOX 419, MORRILTON AR 72110.
 FG1952'PHONE IS 501-727-5420.
 FG1952'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 64 AND STATE
 FG1952'HIGHWAY 9 IN EAST MORRILTON, GO SOUTHERLY ON STATE HIGHWAY 9 FOR 8.73
 FG1952'KM (5.42 MI) TO A CROSSROAD.  TURN RIGHT AND GO WESTERLY ON STATE
 FG1952'HIGHWAY 154 FOR 11.31 KM (7.03 MI) TO THE ENTRANCE ROAD TO THE PETIT
 FG1952'JEAN GRAVESITE AND OVERLOOK ON THE RIGHT.  CONTINUE WESTERLY ON STATE
 FG1952'HIGHWAY 154 FOR 0.41 KM (0.25 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 FG1952'RIGHT AND GO NORTHWESTERLY ON THE PAVED ROAD FOR 5.94 KM (3.69 MI) TO
 FG1952'A PAVED ROAD AND GATE ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 FG1952'AIRPORT ENTRANCE ROAD PASSING THROUGH THE GATE FOR 125 FEET TO AN
 FG1952'APRON.  TURN LEFT AND GO EAST ACROSS THE APRON AND ALONG A TAXIWAY
 FG1952'FOR 0.13 KM (0.08 MI) TO THE RUNWAY. TURN RIGHT AND GO SOUTHWEST ON
 FG1952'THE RUNWAY FOR 1.55 KM (0.96 MI) TO A TURN AROUND AND THE STATION ON
 FG1952'THE RIGHT.
 FG1952'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FG1952'ROD ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP, IT IS 36.5 M
 FG1952'(119.8 FT) NORTH OF A RUNWAY LIGHT, 30.5 M (100.1 FT) WEST-NORTHWEST
 FG1952'OF THE RUNWAY CENTERLINE, 25.9 M (85.0 FT) WEST-SOUTHWEST OF A RUNWAY
 FG1952'LIGHT AND 1.2 M (3.9 FT) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 FG1952'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0253 ***********************************************************************
 EJ0253  DESIGNATION -  JEF
 EJ0253  PID         -  EJ0253
 EJ0253  STATE/COUNTY-  AR/PULASKI
 EJ0253  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0253
 EJ0253                         *CURRENT SURVEY CONTROL
 EJ0253  ___________________________________________________________________
 EJ0253* NAD 83(1986)-  34 49 21.     (N)    092 28 35.     (W)     SCALED    
 EJ0253* NAVD 88     -        84.016  (meters)     275.64   (feet)  ADJUSTED  
 EJ0253  ___________________________________________________________________
 EJ0253  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EJ0253  DYNAMIC HT  -          83.938 (meters)     275.39  (feet)  COMP
 EJ0253  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 EJ0253
 EJ0253  VERT ORDER  -  SECOND    CLASS 0
 EJ0253
 EJ0253.The horizontal coordinates were scaled from a topographic map and have
 EJ0253.an estimated accuracy of +/- 6 seconds.
 EJ0253
 EJ0253.The orthometric height was determined by differential leveling
 EJ0253.and adjusted by the National Geodetic Survey in June 1991..
 EJ0253
 EJ0253.The geoid height was determined by GEOID03.
 EJ0253
 EJ0253.The dynamic height is computed by dividing the NAVD 88
 EJ0253.geopotential number by the normal gravity value computed on the
 EJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0253.degrees latitude (g = 980.6199 gals.).
 EJ0253
 EJ0253.The modeled gravity was interpolated from observed gravity values.
 EJ0253
 EJ0253;                    North         East    Units  Estimated Accuracy
 EJ0253;SPC AR S     -   639,220.      356,420.      MT  (+/- 180 meters Scaled)
 EJ0253
 EJ0253                          SUPERSEDED SURVEY CONTROL
 EJ0253
 EJ0253  NGVD 29 (??/??/92)   84.058  (m)          275.78   (f) ADJ UNCH    2 0
 EJ0253
 EJ0253.Superseded values are not recommended for survey control.
 EJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0253.See file dsdata.txt to determine how the superseded data were derived.
 EJ0253
 EJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU478534(NAD 83)
 EJ0253_MARKER: DB = BENCH MARK DISK
 EJ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0253_STAMPING: JEF 1934
 EJ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0253+STABILITY: SURFACE MOTION
 EJ0253
 EJ0253  HISTORY     - Date     Condition        Report By
 EJ0253  HISTORY     - 1934     MONUMENTED       CGS
 EJ0253  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0253
 EJ0253                          STATION DESCRIPTION
 EJ0253
 EJ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0253'0.3 MI E FROM PINNACLE.
 EJ0253'.3 MILES EAST OF, ALONG C.R.I. AND P. RY. FROM STATION SET ON SOUTH
 EJ0253'SIDE OF TRACK.  ABOUT 350 FEET NORTHEAST OF M.P. MARKED 152+25.  54.6
 EJ0253'FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. MAIN
 EJ0253'TRACK.  5.2 FEET SOUTH OF FENCE PARALLELING RAILROAD.  2.7 FEET SOUTH
 EJ0253'OF 12-INCH IN DIAMETER PINE TREE.  TABLET SET IN PRECAST CONCRETE
 EJ0253'POST.
 EJ0253
 EJ0253                          STATION RECOVERY (1989)
 EJ0253
 EJ0253'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1804 ***********************************************************************
 EJ1804  DESIGNATION -  JEFF
 EJ1804  PID         -  EJ1804
 EJ1804  STATE/COUNTY-  AR/JEFFERSON
 EJ1804  USGS QUAD   -  KEDRON (1984)
 EJ1804
 EJ1804                         *CURRENT SURVEY CONTROL
 EJ1804  ___________________________________________________________________
 EJ1804* NAD 83(1997)-  34 05 10.27551(N)    092 10 12.09029(W)     ADJUSTED  
 EJ1804* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 EJ1804  ___________________________________________________________________
 EJ1804  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 EJ1804  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 EJ1804
 EJ1804  HORZ ORDER  -  SECOND
 EJ1804
 EJ1804.The horizontal coordinates were established by classical geodetic methods
 EJ1804.and adjusted by the National Geodetic Survey in September 1999..
 EJ1804
 EJ1804.The orthometric height was scaled from a topographic map.
 EJ1804
 EJ1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1804
 EJ1804.The geoid height was determined by GEOID03.
 EJ1804
 EJ1804;                    North         East     Units Scale Factor Converg.
 EJ1804;SPC AR S     -   557,455.248   384,309.431   MT  0.99991888   -0 05 42.6
 EJ1804;SPC AR S     - 1,828,917.76  1,260,855.19   sFT  0.99991888   -0 05 42.6
 EJ1804;UTM  15      - 3,772,023.185   576,569.892   MT  0.99967227   +0 27 54.6
 EJ1804
 EJ1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1804!SPC AR S     -   0.99999090  x   0.99991888  =   0.99990978
 EJ1804!UTM  15      -   0.99999090  x   0.99967227  =   0.99966317
 EJ1804
 EJ1804:                Primary Azimuth Mark                     Grid Az
 EJ1804:SPC AR S     -  ARKANSAS FORESTRY COMM LOT 76            121 11 05.1
 EJ1804:UTM  15      -  ARKANSAS FORESTRY COMM LOT 76            120 37 27.9
 EJ1804
 EJ1804|---------------------------------------------------------------------|
 EJ1804| PID    Reference Object                     Distance      Geod. Az  |
 EJ1804|                                                           dddmmss.s |
 EJ1804| EJ1802 ARKANSAS FORESTRY COMM LOT 76       APPROX.13.9 KM 1210522.5 |
 EJ1804| CY6745 JEFF RM 1                            33.943 METERS 13039     |
 EJ1804| CY6744 JEFF AZ MK                                         2260834.8 |
 EJ1804| CY6746 JEFF RM 2                            33.128 METERS 22729     |
 EJ1804| EJ1809 ARKANSAS FORESTRY COMM LOT 77       APPROX. 9.9 KM 2382608.1 |
 EJ1804|---------------------------------------------------------------------|
 EJ1804
 EJ1804                          SUPERSEDED SURVEY CONTROL
 EJ1804
 EJ1804  NAD 83(1986)-  34 05 10.28533(N)    092 10 12.08289(W) AD(       ) 2
 EJ1804  NAD 27      -  34 05 09.92725(N)    092 10 11.55831(W) AD(       ) 2
 EJ1804
 EJ1804.Superseded values are not recommended for survey control.
 EJ1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1804.See file dsdata.txt to determine how the superseded data were derived.
 EJ1804
 EJ1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7657072023(NAD 83)
 EJ1804_MARKER: DS = TRIANGULATION STATION DISK
 EJ1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1804
 EJ1804  HISTORY     - Date     Condition        Report By
 EJ1804  HISTORY     - 1964     MONUMENTED       CGS
 EJ1804
 EJ1804                          STATION DESCRIPTION
 EJ1804
 EJ1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1804'THE STATION IS ABOUT 8-3/4 MILES NORTH AND 1-1/4 MILES EAST
 EJ1804'OF RISON, IN THE NORTHEAST 1/4 OF SECTION 25, T 7 S, R 11 W. AND
 EJ1804'ON THE HIGHWAY RIGHT-OF-WAY.  IT IS NEAR THE NORTHWEST EDGE OF THE
 EJ1804'HIGHWAY RIGHT-OF-WAY, 7 FEET NORTHEAST OF A WITNESS POST, 54 FEET
 EJ1804'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 79 AND 75 FEET
 EJ1804'NORTH-NORTHWEST OF A T-ROAD INTERSECTION.  THE MONUMENT PROJECTS
 EJ1804'4 INCHES AND THE DISK IS STAMPED JEFF 1964.
 EJ1804'
 EJ1804'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND STATE
 EJ1804'HIGHWAY 35 AT THE WEST EDGE OF RISON, GO NORTHEAST ON HIGHWAY 79
 EJ1804'FOR 7.15 MILES TO THE JEFFERSON-CLEVELAND COUNTY LINE.  CONTINUE
 EJ1804'NORTH ON HIGHWAY 79 FOR 1.6 MILES TO A CROSSROAD AND THE AZIMUTH
 EJ1804'MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 EJ1804'CONTINUE NORTHEAST ON HIGHWAY 79 FOR 0.6 MILE TO A SIDE ROAD
 EJ1804'RIGHT (MIDWAY ROAD) AND THE STATION ON THE LEFT.
 EJ1804'
 EJ1804'REFERENCE MARK 1 IS 57 FEET SOUTHEAST OF THE CENTERLINE OF
 EJ1804'HIGHWAY 79, 86 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED
 EJ1804'ROAD (MIDWAY ROAD) AND 90 FEET EAST THE T-ROAD INTERSECTION.  THE
 EJ1804'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED JEFF NO
 EJ1804'1 1964.
 EJ1804'
 EJ1804'REFERENCE MARK 2 IS 52 FEET NORTHWEST OF THE CENTERLINE
 EJ1804'OF HIGHWAY 79, 66 FEET WEST OF THE T-ROAD INTERSECTION AND
 EJ1804'101 FEET SOUTHWEST OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND
 EJ1804'THE DISK IS STAMPED JEFF NO 2 1964.
 EJ1804'
 EJ1804'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WITNESS POST, 1 FOOT
 EJ1804'NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 59 FEET SOUTHEAST OF
 EJ1804'THE CENTERLINE OF HIGHWAY 79 AND 73 FEET SOUTH OF THE CENTER OF
 EJ1804'THE CROSSROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 EJ1804'STAMPED JEFF 1964.
 EJ1804'
 EJ1804'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1766 ***********************************************************************
 EJ1766  DESIGNATION -  JEFFERSON
 EJ1766  PID         -  EJ1766
 EJ1766  STATE/COUNTY-  AR/JEFFERSON
 EJ1766  USGS QUAD   -  WRIGHT (1975)
 EJ1766
 EJ1766                         *CURRENT SURVEY CONTROL
 EJ1766  ___________________________________________________________________
 EJ1766* NAD 83(1997)-  34 23 33.50951(N)    092 07 08.03030(W)     ADJUSTED  
 EJ1766* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 EJ1766  ___________________________________________________________________
 EJ1766  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 EJ1766  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ1766
 EJ1766  HORZ ORDER  -  FIRST
 EJ1766
 EJ1766.The horizontal coordinates were established by classical geodetic methods
 EJ1766.and adjusted by the National Geodetic Survey in September 1999..
 EJ1766
 EJ1766.The orthometric height was scaled from a topographic map.
 EJ1766
 EJ1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1766
 EJ1766.The geoid height was determined by GEOID03.
 EJ1766
 EJ1766;                    North         East     Units Scale Factor Converg.
 EJ1766;SPC AR S     -   591,439.977   389,067.176   MT  0.99993795   -0 03 59.6
 EJ1766;SPC AR S     - 1,940,415.99  1,276,464.56   sFT  0.99993795   -0 03 59.6
 EJ1766;UTM  15      - 3,806,044.475   580,992.803   MT  0.99968086   +0 29 51.8
 EJ1766
 EJ1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1766!SPC AR S     -   0.99998951  x   0.99993795  =   0.99992746
 EJ1766!UTM  15      -   0.99998951  x   0.99968086  =   0.99967037
 EJ1766
 EJ1766:                Primary Azimuth Mark                     Grid Az
 EJ1766:SPC AR S     -  ENGLAND CITY ICE PLANT TANK              037 55 10.2
 EJ1766:UTM  15      -  ENGLAND CITY ICE PLANT TANK              037 21 18.8
 EJ1766
 EJ1766|---------------------------------------------------------------------|
 EJ1766| PID    Reference Object                     Distance      Geod. Az  |
 EJ1766|                                                           dddmmss.s |
 EJ1766| EH3070 ENGLAND CITY ICE PLANT TANK         APPROX.21.7 KM 0375110.6 |
 EJ1766| EH3072 ENGLAND FEDERAL COMPRESS CO TK      APPROX.21.7 KM 0375554.3 |
 EJ1766| EH3071 ENGLAND ARK PWR AND LT CO TANK      APPROX.21.6 KM 0380730.3 |
 EJ1766| CY6747 JEFFERSON AZ MK                                    0884313.1 |
 EJ1766| CY6748 JEFFERSON RM 1                       30.870 METERS 11735     |
 EJ1766| CY6750 JEFFERSON RM 3                       28.898 METERS 20959     |
 EJ1766| CY6749 JEFFERSON RM 2                       37.536 METERS 22035     |
 EJ1766| EJ1765 JEFFERSON RM 4                       19.764 METERS 31456     |
 EJ1766|---------------------------------------------------------------------|
 EJ1766
 EJ1766                          SUPERSEDED SURVEY CONTROL
 EJ1766
 EJ1766  NAD 83(1986)-  34 23 33.51849(N)    092 07 08.02267(W) AD(       ) 1
 EJ1766  NAD 27      -  34 23 33.17410(N)    092 07 07.50053(W) AD(       ) 1
 EJ1766
 EJ1766.Superseded values are not recommended for survey control.
 EJ1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1766.See file dsdata.txt to determine how the superseded data were derived.
 EJ1766
 EJ1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8099306044(NAD 83)
 EJ1766_MARKER: DS = TRIANGULATION STATION DISK
 EJ1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1766
 EJ1766  HISTORY     - Date     Condition        Report By
 EJ1766  HISTORY     - 1940     MONUMENTED       CGS
 EJ1766  HISTORY     - 1964     GOOD             CGS
 EJ1766  HISTORY     - 19690217 GOOD             USGS
 EJ1766
 EJ1766                          STATION DESCRIPTION
 EJ1766
 EJ1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1766'STATION IS LOCATED ON PINE-COVERED LAND, ABOUT 2.8 MILES NE OF
 EJ1766'THE TOWN OF JEFFERSON ON THE N SIDE OF THE ROAD BETWEEN JEFFERSON
 EJ1766'AND THE ARKANSAS RIVER.
 EJ1766'
 EJ1766'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1766'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1766'
 EJ1766'STATION MARK PROJECTS 4 INCHES AND IS 8 FEET NE OF A WHITE
 EJ1766'REFERENCE POST, 43 FEET N OF THE CENTER OF THE MAIN ROAD, 27
 EJ1766'FEET SW OF A TRIANGLE-BLAZED 14-INCH OAK TREE, 32 FEET NW
 EJ1766'OF A TRIANGLE-BLAZED 14-INCH PINE TREE AND 15 FEET NE OF A
 EJ1766'TRIANGLE-BLAZED 5-INCH PINE TREE.
 EJ1766'
 EJ1766'REFERENCE MARK NO.1 PROJECTS 4 INCHES AND IS 27 FEET S OF THE
 EJ1766'CENTER OF THE MAIN ROAD, 23.5 FEET E OF A TRIANGLE-BLAZED
 EJ1766'12-INCH OAK TREE AND ON SAME LEVEL AS STATION.
 EJ1766'
 EJ1766'REFERENCE MARK NO.2 PROJECTS 4 INCHES AND IS 25.5 FEET S OF
 EJ1766'THE CENTER OF THE MAIN ROAD, 10 FEET N OF A TRIANGLE-BLAZED
 EJ1766'8-INCH OAK TREE AND ON SAME LEVEL AS STATION.
 EJ1766'
 EJ1766'THE AZIMUTH MARK IS ON THE N SIDE OF THE MAIN ROAD, PROJECTS 6
 EJ1766'INCHES AND IS 1 FOOT S OF A WIRE FENCE, 5 FEET W OF A WHITE
 EJ1766'REFERENCE POST AND 39 FEET N OF THE CENTER OF THE MAIN ROAD.
 EJ1766'
 EJ1766'TO REACH AZIMUTH MARK, GO EAST ON MAIN ROAD 0.2 MILE TO
 EJ1766'AZIMUTH ON THE LEFT.
 EJ1766'
 EJ1766'TO REACH THE STATION FROM THE GULF OIL STATION IN JEFFERSON,
 EJ1766'GO N ON U.S. HIGHWAY 65 FOR 0.2 MILE TO A DIRT ROAD TO THE RIGHT,
 EJ1766'TURN RIGHT (CROSSING RAILROAD) AND GO 3.1 MILES ON MAIN ROAD TO
 EJ1766'A 14-INCH PINE TREE WITH A TRIANGLE BLAZE AND STATION ON LEFT.
 EJ1766'
 EJ1766'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 EJ1766
 EJ1766                          STATION RECOVERY (1964)
 EJ1766
 EJ1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1766'THE STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 EJ1766'CONDITION AT THIS TIME.  THE REFERENCE MARKS HAVE BEEN KNOCKED OUT
 EJ1766'BY ROAD CONSTRUCTION AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED
 EJ1766'AT THIS TIME.  THE TOWER WAS BUILT OVER REFERENCE MARK 4
 EJ1766'BECAUSE OF POWER LINES OVER THE STATION MARK.  DUE TO VARIOUS
 EJ1766'CHANGES A NEW DESCRIPTION FOLLOWS.
 EJ1766'
 EJ1766'ABOUT 3 MILES NORTHEAST OF JEFFERSON, IN THE WEST CENTER OF THE
 EJ1766'SOUTHWEST 1/4 OF SECTION 5, T-4-S, R-10-W, AND ON THE PROPERTY OF
 EJ1766'MR. PINCHBACK TAYLOR.  IT IS 41 FEET NORTH OF THE CENTERLINE OF A
 EJ1766'GRAVELED ROAD, 32 FEET NORTHWEST OF A 36 INCH PINE TREE WITH
 EJ1766'A TRIANGULAR BLAZE ON THE WEST SIDE, 25 FEET NORTHWEST OF A
 EJ1766'TELEPHONE POLE, AND 4 FEET NORTH OF A WITNESS POST.  THE
 EJ1766'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED JEFFERSON 1940.
 EJ1766'
 EJ1766'TO REACH THE STATION FROM THE MILLER SCHOOL IN THE SOUTH EDGE OF
 EJ1766'JEFFERSON, GO NORTH ON U.S. HIGHWAY 65 FOR 0.6 MILE TO THE
 EJ1766'JUNCTION OF COUNTY ROAD 3 ON THE RIGHT.  TURN RIGHT ON ROAD 3 AND
 EJ1766'GO EAST FOR 0.1 MILE TO A RAILROAD TRACK.  CROSS THE RAILROAD
 EJ1766'AND GO NORTHEAST AND EAST ON ROAD 3 (JEFFERSON SPRINGS RIVER
 EJ1766'ROAD) FOR 3.0 MILES TO THE STATION ON THE LEFT.
 EJ1766'
 EJ1766'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE ROAD
 EJ1766'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EJ1766'
 EJ1766'REFERENCE MARK 3 IS 92 FEET SOUTHWEST OF THE WITNESS POST, 29
 EJ1766'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 14 FEET EAST OF A
 EJ1766'12 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EJ1766'JEFFERSON NO 3 1940.
 EJ1766'
 EJ1766'REFERENCE MARK 4 IS 96 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 EJ1766'68 FEET NORTHWEST OF THE WITNESS POST, AND 29 FEET WEST OF A 14
 EJ1766'INCH HICKORY TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 EJ1766'STAMPED JEFFERSON NO 4 1940.
 EJ1766'
 EJ1766'THE AZIMUTH MARK IS 42 FEET NORTH OF THE CENTERLINE OF THE ROAD
 EJ1766'AND 8 FEET NORTH OF A FENCE AND A WITNESS POST.  THE MONUMENT
 EJ1766'PROJECTS 3 INCHES AND THE DISK IS STAMPED JEFFERSON 1940.
 EJ1766'
 EJ1766'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EJ1766
 EJ1766                          STATION RECOVERY (1969)
 EJ1766
 EJ1766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1172 ***********************************************************************
 DM1172  DESIGNATION -  JEFFERSON
 DM1172  PID         -  DM1172
 DM1172  STATE/COUNTY-  AR/LITTLE RIVER
 DM1172  USGS QUAD   -  ASHDOWN EAST (1975)
 DM1172
 DM1172                         *CURRENT SURVEY CONTROL
 DM1172  ___________________________________________________________________
 DM1172* NAD 83(1997)-  33 38 17.12105(N)    094 05 45.07354(W)     ADJUSTED  
 DM1172* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 DM1172  ___________________________________________________________________
 DM1172  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DM1172  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DM1172
 DM1172  HORZ ORDER  -  THIRD
 DM1172
 DM1172.The horizontal coordinates were established by classical geodetic methods
 DM1172.and adjusted by the National Geodetic Survey in September 1999..
 DM1172
 DM1172.The orthometric height was scaled from a topographic map.
 DM1172
 DM1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1172
 DM1172.The geoid height was determined by GEOID03.
 DM1172
 DM1172;                    North         East     Units Scale Factor Converg.
 DM1172;SPC AR S     -   509,733.131   205,582.539   MT  0.99994224   -1 10 22.9
 DM1172;SPC AR S     - 1,672,349.45    674,482.05   sFT  0.99994224   -1 10 22.9
 DM1172;SPC TXNC     - 2,227,178.371 1,008,443.132   MT  0.99992488   +2 24 07.2
 DM1172;SPC TXNC     - 7,307,001.04  3,308,533.84   sFT  0.99992488   +2 24 07.2
 DM1172;UTM  15      - 3,722,567.619   398,370.713   MT  0.99972733   -0 36 25.5
 DM1172
 DM1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1172!SPC AR S     -   0.99998870  x   0.99994224  =   0.99993094
 DM1172!SPC TXNC     -   0.99998870  x   0.99992488  =   0.99991358
 DM1172!UTM  15      -   0.99998870  x   0.99972733  =   0.99971604
 DM1172
 DM1172|---------------------------------------------------------------------|
 DM1172| PID    Reference Object                     Distance      Geod. Az  |
 DM1172|                                                           dddmmss.s |
 DM1172| CX6559 JEFFERSON RM 1                       23.653 METERS 14451     |
 DM1172| CX6560 JEFFERSON RM 2                       26.661 METERS 23646     |
 DM1172| CX6558 JEFFERSON AZ MK                                    3184539.7 |
 DM1172| DM1175 ASHDOWN FEDERAL COMPRESS CO TK      APPROX. 4.2 KM 3191710.7 |
 DM1172| DM1178 ASHDOWN CITY WATER TANK             APPROX. 5.0 KM 3241509.9 |
 DM1172|---------------------------------------------------------------------|
 DM1172
 DM1172                          SUPERSEDED SURVEY CONTROL
 DM1172
 DM1172  NAD 83(1997)-  33 38 17.12557(N)    094 05 45.06916(W) AD(       ) 3
 DM1172  NAD 83(1997)-  33 38 17.12572(N)    094 05 45.06830(W) AD(       ) 3
 DM1172  NAD 83(1986)-  33 38 17.12719(N)    094 05 45.06243(W) AD(       ) 3
 DM1172  NAD 27      -  33 38 16.69300(N)    094 05 44.36800(W) AD(       ) 3
 DM1172
 DM1172.Superseded values are not recommended for survey control.
 DM1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1172.See file dsdata.txt to determine how the superseded data were derived.
 DM1172
 DM1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9837122568(NAD 83)
 DM1172_MARKER: DS = TRIANGULATION STATION DISK
 DM1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1172
 DM1172  HISTORY     - Date     Condition        Report By
 DM1172  HISTORY     - 1951     MONUMENTED       CGS
 DM1172  HISTORY     - 1956     GOOD             CGS
 DM1172  HISTORY     - 1963     MARK NOT FOUND   CGS
 DM1172  HISTORY     - 1969     MARK NOT FOUND   CGS
 DM1172
 DM1172                          STATION DESCRIPTION
 DM1172
 DM1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1172'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF ASHDOWN, 59
 DM1172'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY NO. 71, 40
 DM1172'FEET SOUTHEAST OF THE CENTER OF A FARM LANE, 34 FEET SOUTHEAST
 DM1172'OF A 36-INCH OAK TREE, AND 13 FEET SOUTHWEST OF A FENCE
 DM1172'CORNER.
 DM1172'
 DM1172'TO REACH THE STATION FROM THE KANSAS CITY AND SOUTHERN RAILROAD
 DM1172'DEPOT IN ASHLAND, GO SOUTHEAST ON U.S. HIGHWAY NO. 71 FOR 2.8
 DM1172'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DM1172'CONTINUE SOUTHEASTERLY FOR 0.5 MILE TO THE STATION ON THE
 DM1172'LEFT AS DESCRIBED.
 DM1172'
 DM1172'THE STATION MARK IF FLUSH WITH THE GROUND, AND THE DISK IS
 DM1172'STAMPED JEFFERSON 1951.
 DM1172'
 DM1172'REFERENCE MARK NO. 1 IS 54 FEET NORTHEAST OF THE CENTER OF
 DM1172'THE HIGHWAY, AND 18 FEET SOUTHWEST OF A WIRE FENCE.  IT PROJECTS
 DM1172'2 INCHES, AND THE DISK IS STAMPED JEFFERSON NO 1 1951.
 DM1172'
 DM1172'REFERENCE MARK NO. 2 IS 48 FEET NORTHEAST OF THE NORTHEAST
 DM1172'RAIL OF A RAILROAD TRACK, 28 FEET SOUTHWEST OF THE CENTER
 DM1172'OF THE HIGHWAY, 26 FEET NORTHWEST OF A 36-INCH OAK TREE,
 DM1172'AND 2 FEET NORTHEAST OF A WIRE FENCE.  IT PROJECTS 2 INCHES.
 DM1172'AND THE DISK IS STAMPED JEFFERSON NO 2 1951.
 DM1172'
 DM1172'THE AZIMUTH MARK IS 86 FEET SOUTHEAST OF A CONCRETE CULVERT,
 DM1172'72 FEET SOUTHEAST OF A 36-INCH OAK TREE, 48 FEET NORTHEAST
 DM1172'OF THE NORTHEAST RAIL OF THE RAILROAD TRACK, AND 25 FEET
 DM1172'SOUTHWEST OF THE CENTER OF THE HIGHWAY.  IT PROJECTS 2 INCHES,
 DM1172'AND THE DISK IS STAMPED JEFFERSON 1951.
 DM1172'
 DM1172'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DM1172'CONCRETE CYLINDERS.
 DM1172'
 DM1172'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1172
 DM1172                          STATION RECOVERY (1956)
 DM1172
 DM1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1172'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1172'R.M. NO. 1 WAS RECOVERED BUT THE TOP OF CONCRETE CONTAINING
 DM1172'R.M. NO. 1 HAS BEEN BROKEN FROM THE BASE.  DIRECTIONS FOR
 DM1172'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1172
 DM1172                          STATION RECOVERY (1963)
 DM1172
 DM1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM1172'A SEARCH WAS MADE FOR THIS STATION BUT ONLY THE AZIMUTH MARK WAS
 DM1172'RECOVERED.  THE MEASUREMENTS GIVEN FROM THE CENTERLINE OF
 DM1172'THE HIGHWAY PLACES THE DESCRIBED LOCATION IN THE GRADER
 DM1172'DITCH AND IT APPEARS THAT THE STATION AND REFERENCE MARKS
 DM1172'WERE DESTROYED BY HIGHWAY IMPROVMENT.
 DM1172
 DM1172                          STATION RECOVERY (1969)
 DM1172
 DM1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DM1172'THE AZIMUTH MARK WAS FOUND DISTURBED AND THE DISK GONE.  SOME
 DM1172'CONCRETE OF WHAT IS THOUGHT TO HAVE BEEN THE POST OF REFERENCE MARK
 DM1172'2 WAS FOUND BUT NO DISK.  A SEARCH WAS MADE FOR THE STATION MARK
 DM1172'AND REFERENCE MARK 1 BUT NOTHING COULD BE FOUND.  THE STATION SITE
 DM1172'NOW FALLS IN A GRADER DITCH AND A SEARCH WAS MADE FOR THE
 DM1172'UNDERGROUND STATION MARK USING A MEASUREMENT FRON THE CONCRETE
 DM1172'OF REFERENCE MARK 2 POST AND AN ANGLE BETWEEN THE AZIMUTH MARK
 DM1172'POST AND REFERENCE MARK 2 POST.  NOTHING COULD BE FOUND AND THIS
 DM1172'STATION SHOULD BE CONSIDERED AS LOST.
 DM1172'
 DM1172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DM1172'SOUTHEAST OF ASHDOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1765 ***********************************************************************
 EJ1765  DESIGNATION -  JEFFERSON RM 4
 EJ1765  PID         -  EJ1765
 EJ1765  STATE/COUNTY-  AR/JEFFERSON
 EJ1765  USGS QUAD   -  WRIGHT (1975)
 EJ1765
 EJ1765                         *CURRENT SURVEY CONTROL
 EJ1765  ___________________________________________________________________
 EJ1765* NAD 83(1997)-  34 23 33.96247(N)    092 07 08.57811(W)     ADJUSTED  
 EJ1765* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 EJ1765  ___________________________________________________________________
 EJ1765  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 EJ1765  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ1765
 EJ1765  HORZ ORDER  -  SECOND
 EJ1765
 EJ1765.The horizontal coordinates were established by classical geodetic methods
 EJ1765.and adjusted by the National Geodetic Survey in September 1999..
 EJ1765
 EJ1765.The orthometric height was scaled from a topographic map.
 EJ1765
 EJ1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1765
 EJ1765.The geoid height was determined by GEOID03.
 EJ1765
 EJ1765;                    North         East     Units Scale Factor Converg.
 EJ1765;SPC AR S     -   591,453.950   389,053.200   MT  0.99993797   -0 03 59.9
 EJ1765;SPC AR S     - 1,940,461.83  1,276,418.71   sFT  0.99993797   -0 03 59.9
 EJ1765;UTM  15      - 3,806,058.306   580,978.693   MT  0.99968083   +0 29 51.5
 EJ1765
 EJ1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1765!SPC AR S     -   0.99998951  x   0.99993797  =   0.99992748
 EJ1765!UTM  15      -   0.99998951  x   0.99968083  =   0.99967034
 EJ1765
 EJ1765:                Primary Azimuth Mark                     Grid Az
 EJ1765:SPC AR S     -  JEFFERSON AZ MK                          090 44 58.3
 EJ1765:UTM  15      -  JEFFERSON AZ MK                          090 11 06.9
 EJ1765
 EJ1765|---------------------------------------------------------------------|
 EJ1765| PID    Reference Object                     Distance      Geod. Az  |
 EJ1765|                                                           dddmmss.s |
 EJ1765| CY6747 JEFFERSON AZ MK                                    0904058.4 |
 EJ1765| EJ1766 JEFFERSON                            19.764 METERS 13456     |
 EJ1765| EJ1772 PINE BLUFF ARSENAL TANK 54180A      APPROX. 4.7 KM 1613608.5 |
 EJ1765| EJ1774 PINE BLUFF ARSENAL TANK 13000       APPROX. 8.8 KM 1623906.2 |
 EJ1765| EJ1780 PINE BLUFF ARSENAL TANK 54180B      APPROX. 5.2 KM 1640744.8 |
 EJ1765| EJ1770 PINE BLUFF ARSENAL STACK 53200      APPROX. 5.2 KM 1685404.9 |
 EJ1765| EJ1769 PINE BLUFF ARSENAL TANK 93211       APPROX. 2.9 KM 1704951.4 |
 EJ1765| CY6750 JEFFERSON RM 3                       38.996 METERS 18039     |
 EJ1765| EJ1783 JEFFERSON TV STATION KATV TWR       APPROX. 5.2 KM 2410008.4 |
 EJ1765|---------------------------------------------------------------------|
 EJ1765
 EJ1765                          SUPERSEDED SURVEY CONTROL
 EJ1765
 EJ1765  NAD 83(1986)-  34 23 33.97135(N)    092 07 08.57036(W) AD(       ) 2
 EJ1765  NAD 27      -  34 23 33.62707(N)    092 07 08.04832(W) AD(       ) 2
 EJ1765
 EJ1765.Superseded values are not recommended for survey control.
 EJ1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1765.See file dsdata.txt to determine how the superseded data were derived.
 EJ1765
 EJ1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8097906058(NAD 83)
 EJ1765_MARKER: DR = REFERENCE MARK DISK
 EJ1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1765
 EJ1765  HISTORY     - Date     Condition        Report By
 EJ1765  HISTORY     - 1964     MONUMENTED       CGS
 EJ1765
 EJ1765                          STATION DESCRIPTION
 EJ1765
 EJ1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EJ1765'SEE STATION JEFFERSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1783 ***********************************************************************
 EJ1783  DESIGNATION -  JEFFERSON TV STATION KATV TWR
 EJ1783  PID         -  EJ1783
 EJ1783  STATE/COUNTY-  AR/JEFFERSON
 EJ1783  USGS QUAD   -  HARDIN (1984)
 EJ1783
 EJ1783                         *CURRENT SURVEY CONTROL
 EJ1783  ___________________________________________________________________
 EJ1783* NAD 83(1997)-  34 22 12.20195(N)    092 10 06.39993(W)     ADJUSTED  
 EJ1783* NAVD 88     -                                                        
 EJ1783  ___________________________________________________________________
 EJ1783  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 EJ1783  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1783
 EJ1783  HORZ ORDER  -  THIRD
 EJ1783
 EJ1783.The horizontal coordinates were established by classical geodetic methods
 EJ1783.and adjusted by the National Geodetic Survey in September 1999..
 EJ1783
 EJ1783
 EJ1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1783
 EJ1783.The geoid height was determined by GEOID03.
 EJ1783
 EJ1783;                    North         East     Units Scale Factor Converg.
 EJ1783;SPC AR S     -   588,941.147   384,507.109   MT  0.99993557   -0 05 39.4
 EJ1783;SPC AR S     - 1,932,217.75  1,261,503.74   sFT  0.99993557   -0 05 39.4
 EJ1783;UTM  15      - 3,803,501.541   576,458.735   MT  0.99967206   +0 28 10.1
 EJ1783
 EJ1783                          SUPERSEDED SURVEY CONTROL
 EJ1783
 EJ1783  NAD 83(1986)-  34 22 12.21099(N)    092 10 06.39245(W) AD(       ) 4
 EJ1783  NAD 27      -  34 22 11.86607(N)    092 10 05.86384(W) AD(       ) 3
 EJ1783
 EJ1783.Superseded values are not recommended for survey control.
 EJ1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1783.See file dsdata.txt to determine how the superseded data were derived.
 EJ1783
 EJ1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7645903502(NAD 83)
 EJ1783_MARKER: 42 = RADIO/TV MAST
 EJ1783
 EJ1783  HISTORY     - Date     Condition        Report By
 EJ1783  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1783
 EJ1783                          STATION DESCRIPTION
 EJ1783
 EJ1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1783'STATION IS THE RED LIGHT AT THE TOP AND CENTER OF THE MAST.
 EJ1783'IT IS A 3 LEG STEEL STRUCTURE, GUYED, PAINTED IN ALTERNATE
 EJ1783'SECTIONS OF INTERNATIONAL RED AND WHITE AND HAS AN OVERALL
 EJ1783'HEIGHT OF 922 FEET.
 EJ1783'
 EJ1783'LOCATED ABOUT 1 MILE SOUTH OF JEFFERSON.  TO REACH FROM
 EJ1783'THE MILLER SCHOOL IN THE SOUTH EDGE OF JEFFERSON, GO SOUTH
 EJ1783'ON U.S. HIGHWAY 65 FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN
 EJ1783'RIGHT ON THE GRAVELED ROAD AND GO WEST FOR 0.2 MILE TO THE
 EJ1783'MAST.
 EJ1783'
 EJ1783'OWNED AND OPERATED BY KATV INC. OF PINE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1378 ***********************************************************************
 DL1378  DESIGNATION -  JEFFUS
 DL1378  PID         -  DL1378
 DL1378  STATE/COUNTY-  AR/OUACHITA
 DL1378  USGS QUAD   -  BUENA VISTA (1962)
 DL1378
 DL1378                         *CURRENT SURVEY CONTROL
 DL1378  ___________________________________________________________________
 DL1378* NAD 83(1997)-  33 29 26.33723(N)    092 53 38.51005(W)     ADJUSTED  
 DL1378* NAVD 88     -       103.4    (meters)     339.     (feet)  VERTCON   
 DL1378  ___________________________________________________________________
 DL1378  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DL1378  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DL1378
 DL1378  HORZ ORDER  -  FIRST
 DL1378
 DL1378.The horizontal coordinates were established by classical geodetic methods
 DL1378.and adjusted by the National Geodetic Survey in September 1999..
 DL1378
 DL1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1378
 DL1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1378
 DL1378.The geoid height was determined by GEOID03.
 DL1378
 DL1378;                    North         East     Units Scale Factor Converg.
 DL1378;SPC AR S     -   491,753.217   316,919.588   MT  0.99996320   -0 30 01.4
 DL1378;SPC AR S     - 1,613,360.35  1,039,760.35   sFT  0.99996320   -0 30 01.4
 DL1378;UTM  15      - 3,705,687.534   509,844.071   MT  0.99960119   +0 03 30.5
 DL1378
 DL1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1378!SPC AR S     -   0.99998790  x   0.99996320  =   0.99995110
 DL1378!UTM  15      -   0.99998790  x   0.99960119  =   0.99958909
 DL1378
 DL1378:                Primary Azimuth Mark                     Grid Az
 DL1378:SPC AR S     -  CAMDEN QUACHITA ELEC RAD MAST            030 01 43.8
 DL1378:UTM  15      -  CAMDEN QUACHITA ELEC RAD MAST            029 28 11.9
 DL1378
 DL1378|---------------------------------------------------------------------|
 DL1378| PID    Reference Object                     Distance      Geod. Az  |
 DL1378|                                                           dddmmss.s |
 DL1378| DL1409 CAMDEN QUACHITA ELEC RAD MAST       APPROX.11.2 KM 0293142.4 |
 DL1378| DL1408 CAMDEN PALMER MEDIA MW              APPROX.12.3 KM 0293740.7 |
 DL1378| CY6752 JEFFUS RM 1                          24.872 METERS 12117     |
 DL1378| DL1377 JEFFUS RM A                          25.540 METERS 13548     |
 DL1378| CY6751 JEFFUS AZ MK                                       1761822.1 |
 DL1378| CY6753 JEFFUS RM 2                          20.910 METERS 24031     |
 DL1378|---------------------------------------------------------------------|
 DL1378
 DL1378                          SUPERSEDED SURVEY CONTROL
 DL1378
 DL1378  NAD 83(1997)-  33 29 26.34612(N)    092 53 38.50242(W) AD(       ) 1
 DL1378  NAD 83(1986)-  33 29 26.34911(N)    092 53 38.50236(W) AD(       ) 1
 DL1378  NAD 27      -  33 29 25.92620(N)    092 53 37.91114(W) AD(       ) 1
 DL1378  NGVD 29 (07/19/86)  103.4    (m)          339.     (f) VERT ANG       
 DL1378
 DL1378.Superseded values are not recommended for survey control.
 DL1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1378.See file dsdata.txt to determine how the superseded data were derived.
 DL1378
 DL1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0984405688(NAD 83)
 DL1378_MARKER: DS = TRIANGULATION STATION DISK
 DL1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1378_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1378
 DL1378  HISTORY     - Date     Condition        Report By
 DL1378  HISTORY     - 1965     MONUMENTED       CGS
 DL1378
 DL1378                          STATION DESCRIPTION
 DL1378
 DL1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1378'STATION IS LOCATED ABOUT 12 MILES EAST-SOUTHEAST OF STEPHENS,
 DL1378'ABOUT 7 MILES SOUTHWEST OF CAMDEN, ON A HIGH RIDGE AND ON
 DL1378'PROPERTY OWNED AND OCCUPIED BY MR. WILL T. JEFFUS JR.  STATION
 DL1378'IS IN THE NW 1/4 OF THE NE 1/4 OF SEC. 30, T. 14 S., R. 17
 DL1378'W.  THE STATION MARK IS 49 FEET WEST OF THE APPROXIMATE CENTER
 DL1378'OF GRAVELED ROAD, 37 FEET NORTHEAST OF THE CENTER OF GATE TO
 DL1378'THE BARN, 35-1/2 FEET NORTHWEST OF FENCE CORNER AND 27 FEET
 DL1378'WEST OF FENCELINE.  STATION IS MARKED BY A STANDARD DISK
 DL1378'CEMENTED IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 DL1378'THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 DL1378'DISK IS STAMPED JEFFUS 1965.
 DL1378'
 DL1378'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY
 DL1378'24 AT THE POST OFFICE IN CAMDEN, GO SOUTH AND SOUTHWEST ON
 DL1378'U.S. HIGHWAY 79 FOR 2.95 MILES TO A SIDE ROAD LEFT ABOUT 300
 DL1378'FEET BEFORE REACHING THE TRINITY METHODIST CHURCH ON THE
 DL1378'RIGHT.  TURN LEFT AND GO SOUTHERLY ON SURFACED ROAD FOR 1.2 MILE
 DL1378'TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD ON SURFACED ROAD
 DL1378'CROSSING RAILROAD TRACKS AND GO 3.0 MILES TO THE END OF
 DL1378'SURFACED ROAD AND A SIDE ROAD LEFT.  TURN LEFT ON GRAVELED ROAD
 DL1378'AND GO SOUTH FOR 1.0 MILE TO TOP OF RIDGE AND STATION ON THE
 DL1378'RIGHT AS DESCRIBED.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.25
 DL1378'MILE TO THE AZIMUTH MARK ON THE LEFT.  EAST SIDE OF ROAD.
 DL1378'
 DL1378'AZIMUTH MARK, IS 19-1/2 FEET EAST OF THE APPROXIMATE CENTER
 DL1378'OF GRAVELED ROAD, 2 FEET WEST OF FENCELINE AND 1.7 FEET
 DL1378'NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.  IT IS
 DL1378'MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 10 INCH
 DL1378'CONCRETE CYLINDER MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 DL1378'SURFACE OF THE GROUND.  THE DISK IS STAMPED JEFFUS 1965.
 DL1378'
 DL1378'REFERENCE MARK NO. 1, IS 32 FEET EAST OF THE APPROXIMATE CENTER
 DL1378'OF GRAVELED ROAD, 21 FEET NORTH OF THE STATION MARK OF JEFFUS RM
 DL1378'A AND 9 FEET SOUTHEAST OF THE CENTER OF GATE TO FIELD.  IT IS
 DL1378'MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 10 INCH
 DL1378'CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 DL1378'GROUND.  THE DISK IS STAMPED JEFFUS NO 1 1965.
 DL1378'
 DL1378'REFERENCE MARK NO. 2, IS 44-1/2 FEET WEST OF THE CENTER OF
 DL1378'GATE TO THE BARNYARD, 40 FEET NORTHEAST OF THE NORTHEAST CORNER
 DL1378'OF PORCH OF HOUSE, 23 FEET SOUTHEAST OF A 14 INCH HICHORY TREE
 DL1378'AND 2 FEET NORTH OF FENCELINE.  IT IS MARKED BY A STANDARD DISK
 DL1378'CEMENTED IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 DL1378'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 DL1378'DISK IS STAMPED JUFFUS NO 2 1965.
 DL1378'
 DL1378'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 22.99 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1377 ***********************************************************************
 DL1377  DESIGNATION -  JEFFUS RM A
 DL1377  PID         -  DL1377
 DL1377  STATE/COUNTY-  AR/OUACHITA
 DL1377  USGS QUAD   -  BUENA VISTA (1962)
 DL1377
 DL1377                         *CURRENT SURVEY CONTROL
 DL1377  ___________________________________________________________________
 DL1377* NAD 83(1997)-  33 29 25.74290(N)    092 53 37.82033(W)     ADJUSTED  
 DL1377* NAVD 88     -       103.6    (meters)     340.     (feet)  VERTCON   
 DL1377  ___________________________________________________________________
 DL1377  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DL1377  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DL1377
 DL1377  HORZ ORDER  -  FIRST
 DL1377
 DL1377.The horizontal coordinates were established by classical geodetic methods
 DL1377.and adjusted by the National Geodetic Survey in September 1999..
 DL1377
 DL1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1377
 DL1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1377
 DL1377.The geoid height was determined by GEOID03.
 DL1377
 DL1377;                    North         East     Units Scale Factor Converg.
 DL1377;SPC AR S     -   491,734.752   316,937.232   MT  0.99996322   -0 30 01.0
 DL1377;SPC AR S     - 1,613,299.77  1,039,818.24   sFT  0.99996322   -0 30 01.0
 DL1377;UTM  15      - 3,705,669.248   509,861.887   MT  0.99960120   +0 03 30.9
 DL1377
 DL1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1377!SPC AR S     -   0.99998787  x   0.99996322  =   0.99995109
 DL1377!UTM  15      -   0.99998787  x   0.99960120  =   0.99958907
 DL1377
 DL1377:                Primary Azimuth Mark                     Grid Az
 DL1377:SPC AR S     -  CAMDEN QUACHITA ELEC RAD MAST            029 54 13.6
 DL1377:UTM  15      -  CAMDEN QUACHITA ELEC RAD MAST            029 20 41.7
 DL1377
 DL1377|---------------------------------------------------------------------|
 DL1377| PID    Reference Object                     Distance      Geod. Az  |
 DL1377|                                                           dddmmss.s |
 DL1377| DL1409 CAMDEN QUACHITA ELEC RAD MAST       APPROX.11.2 KM 0292412.6 |
 DL1377| DL1408 CAMDEN PALMER MEDIA MW              APPROX.12.3 KM 0293049.6 |
 DL1377| DL1379 PACE                                APPROX. 9.8 KM 1952004.7 |
 DL1377| DL1378 JEFFUS                               25.540 METERS 31548     |
 DL1377|---------------------------------------------------------------------|
 DL1377
 DL1377                          SUPERSEDED SURVEY CONTROL
 DL1377
 DL1377  NAD 83(1997)-  33 29 25.75179(N)    092 53 37.81270(W) AD(       ) 1
 DL1377  NAD 83(1986)-  33 29 25.75470(N)    092 53 37.81253(W) AD(       ) 1
 DL1377  NAD 27      -  33 29 25.33185(N)    092 53 37.22143(W) AD(       ) 1
 DL1377  NGVD 29 (07/19/86)  103.6    (m)          340.     (f) VERT ANG       
 DL1377
 DL1377.Superseded values are not recommended for survey control.
 DL1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1377.See file dsdata.txt to determine how the superseded data were derived.
 DL1377
 DL1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0986205669(NAD 83)
 DL1377_MARKER: DS = TRIANGULATION STATION DISK
 DL1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1377+STABILITY: SURFACE MOTION
 DL1377
 DL1377  HISTORY     - Date     Condition        Report By
 DL1377  HISTORY     - 1965     MONUMENTED       CGS
 DL1377
 DL1377                          STATION DESCRIPTION
 DL1377
 DL1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1377'STATION IS LOCATED AT THE SAME LOCATION AS TRIANGULATION STATION
 DL1377'JEFFUS.  PROPERTY, ON WHICH THE STATION IS ESTABLISHED, IS OWNED
 DL1377'BY THE SAME PROPERTY OWNER AS THAT OF STATION JEFFUS BUT THE
 DL1377'TWO STATIONS ARE ACROSS THE DIRT ROAD FROM EACH OTHER.
 DL1377'
 DL1377'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED
 DL1377'JEFFUS RM A 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DL1377'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE MARK
 DL1377'AND STATION DISK ARE SET ABOUT 3 FEET BELOW THE SURFACE OF THE
 DL1377'GROUND AND THE DISK IS STAMPED THE SAME AS THE STATION SURFACE
 DL1377'DISK.  STATION MARK IS 48 FEET SOUTHEAST OF A FENCE CORNER POST,
 DL1377'24 FEET SOUTH OF THE CENTER OF A WIRE GAP IN A FENCELINE, 44.3
 DL1377'FEET NORTH OF THE NORTHWEST CORNER OF AN OLD FRAME HOUSE, 23.7
 DL1377'FEET SOUTHWEST OF A FENCELINE AND 21 FEET EAST OF THE CENTER
 DL1377'OF A DIRT ROAD.
 DL1377'
 DL1377'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JEFFUS,
 DL1377'DISTANCE BEING 25.541 METERS OR 83.80 FEET NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2053 ***********************************************************************
 DK2053  DESIGNATION -  JENKINS
 DK2053  PID         -  DK2053
 DK2053  STATE/COUNTY-  AR/CHICOT
 DK2053  USGS QUAD   -  EMINENCE (1970)
 DK2053
 DK2053                         *CURRENT SURVEY CONTROL
 DK2053  ___________________________________________________________________
 DK2053* NAD 83(1997)-  33 09 29.21055(N)    091 10 21.04078(W)     ADJUSTED  
 DK2053* NAVD 88     -        39.47   (+/-2cm)     129.5    (feet)  VERTCON   
 DK2053  ___________________________________________________________________
 DK2053  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DK2053  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DK2053
 DK2053  HORZ ORDER  -  FIRST
 DK2053  VERT ORDER  -  THIRD ? (See Below)
 DK2053
 DK2053.The horizontal coordinates were established by classical geodetic methods
 DK2053.and adjusted by the National Geodetic Survey in September 1999..
 DK2053
 DK2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2053.The vertical order pertains to the NGVD 29 superseded value.
 DK2053
 DK2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2053
 DK2053.The geoid height was determined by GEOID03.
 DK2053
 DK2053;                    North         East     Units Scale Factor Converg.
 DK2053;SPC AR S     -   454,821.014   477,195.070   MT  1.00003448   +0 27 47.3
 DK2053;SPC AR S     - 1,492,191.94  1,565,597.49   sFT  1.00003448   +0 27 47.3
 DK2053;SPC MS W     -   405,887.825   621,719.080   MT  1.00002553   -0 27 32.4
 DK2053;SPC MS W     - 1,331,650.31  2,039,756.68   sFT  1.00002553   -0 27 32.4
 DK2053;UTM  15      - 3,670,302.557   670,422.928   MT  0.99995811   +0 59 59.2
 DK2053
 DK2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2053!SPC AR S     -   0.99999790  x   1.00003448  =   1.00003238
 DK2053!SPC MS W     -   0.99999790  x   1.00002553  =   1.00002343
 DK2053!UTM  15      -   0.99999790  x   0.99995811  =   0.99995601
 DK2053
 DK2053|---------------------------------------------------------------------|
 DK2053| PID    Reference Object                     Distance      Geod. Az  |
 DK2053|                                                           dddmmss.s |
 DK2053| DK1133 JENKINS RM 2                        130.721 METERS 00846     |
 DK2053| CY6755 JENKINS RM 3                         57.382 METERS 02234     |
 DK2053| CY6754 JENKINS AZ MK                                      2563021.3 |
 DK2053| DK1134 JENKINS RM 1                        153.370 METERS 26803     |
 DK2053|---------------------------------------------------------------------|
 DK2053
 DK2053                          SUPERSEDED SURVEY CONTROL
 DK2053
 DK2053  NAD 83(1997)-  33 09 29.21076(N)    091 10 21.04085(W) AD(       ) 1
 DK2053  NAD 83(1997)-  33 09 29.22108(N)    091 10 21.03532(W) AD(       ) 1
 DK2053  NAD 83(1986)-  33 09 29.22147(N)    091 10 21.03368(W) AD(       ) 1
 DK2053  NAD 27      -  33 09 28.78900(N)    091 10 20.63800(W) AD(       ) 1
 DK2053  NGVD 29 (07/19/86)   39.53   (m)          129.7    (f) LEVELING    3  
 DK2053
 DK2053.Superseded values are not recommended for survey control.
 DK2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2053.See file dsdata.txt to determine how the superseded data were derived.
 DK2053
 DK2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7042370303(NAD 83)
 DK2053_MARKER: DS = TRIANGULATION STATION DISK
 DK2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2053
 DK2053  HISTORY     - Date     Condition        Report By
 DK2053  HISTORY     - 1929     MONUMENTED       CGS
 DK2053  HISTORY     - 1937     GOOD             USE
 DK2053  HISTORY     - 1939     GOOD             CGS
 DK2053
 DK2053                          STATION DESCRIPTION
 DK2053
 DK2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 DK2053'ABOUT 10.5 MILES BY ROAD NORTHEAST OF EUDORA, ON LEVEE BANQUETTE
 DK2053'ABOUT 150 YARDS SOUTH OF SALLY JENKINS HOUSE, AT ANGLE IN LEVEE.
 DK2053'TO REACH FROM EUDORA GO 3.7 MILES ON ROUTE 65 TO LAKE AND GRAVEL
 DK2053'ROAD TURNING ABRUPTLY TO LEFT WITH FILLING STATION IN FORK OF
 DK2053'ROAD, FOLLOW GRAVEL ROAD 0.8 MILE TO DIRT ROAD JUST BEYOND BRIDGE
 DK2053'AT LONE TREE, TURN LEFT TO LEVEE AND FOLLOW LEVEE ROAD TO SALLY
 DK2053'JENKINS HOUSE AND STATION SITE.  THE JENKINS HOUSE IS OLD AND
 DK2053'DILAPIDATED AND STANDS ABOUT 7 FEET ABOVE THE GROUND.  A
 DK2053'CHIMNEY HAS BEEN TORN AWAY AT ITS SOUTH END.  SURFACE AND
 DK2053'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 DK2053'CONCRETE.  REFERENCE MARKS ARE STANDARD
 DK2053'REFERENCE DISKS IN CONCRETE.  NO. 1 IS JUST
 DK2053'INSIDE OF FENCE ABOUT 50 FEET SOUTH OF GATE ON WEST SIDE
 DK2053'OF LEVEE ROAD, AND 153.37 METERS (503.2 FEET) FROM
 DK2053'STATION S 88 DEG 03 MIN 15 SEC W.  NO. 2 IS 6 FEET SOUTH
 DK2053'AND 5 FEET WEST OF SOUTHWEST CORNER OF YARD FENCE IN FRONT
 DK2053'OF HOUSE AND 130.72 METERS (428.9 FEET) FROM STATION
 DK2053'N 8 DEG 45 MIN 59.2 SEC E.  REFERENCE MARK NO. 2 HAS
 DK2053'REPLACED STATION B.M. GAGE 92 (M.R.C.) AND IS STAMPED-- JENKINS
 DK2053'R.M. NO. 2 1929, P.B.M. GAGE 92.  IN 1931 UNITED STATES
 DK2053'ENGINEERS REPORTED LEVEE ENLARGEMENT WOULD COVER STATION WITH
 DK2053'APPROXIMATELY 4 FEET OF DIRT, AND THAT STATION MARK WOULD BE
 DK2053'BUILT UP WITH 4-FOOT IRON PIPE SUITABLY CAPPED AND MARKED.
 DK2053'REFERENCE MARKS WOULD NOT BE DISTURBED.  IN 1932 UNITED STATES
 DK2053'ENGINEERS REPORTED THAT A 4-INCH CAPPED IRON PIPE HAD BEEN
 DK2053'PLACED DIRECTLY OVER ORIGINAL MARK.  INSPECTION SHOWED THAT
 DK2053'TOP OF PIPE HAD BEEN DISTURBED (DUE PROBABLY TO WEIGHT OF LEVEE
 DK2053'MACHINES DURING CONSTRUCTION).  THIRD-ORDER MEASUREMENTS FROM
 DK2053'TWO REFERENCE MARKS INDICATED THAT PIPE HAD BEEN MOVED SOUTH
 DK2053'0.002 SEC IN LATITUDE AND WEST 0.002 SEC IN LONGITUDE.  NEW
 DK2053'MEASUREMENTS SHOWED REFERENCE MARK NO. 1 TO BE 503.04 FEET
 DK2053'FROM PIPE S 88 DEG 04 MIN. 16 SEC W.  AND NO. 2 TO BE
 DK2053'428.96 FEET N 8 DEG 46 MIN 15 SEC E.
 DK2053
 DK2053                          STATION RECOVERY (1937)
 DK2053
 DK2053'RECOVERY NOTE BY US ENGINEERS 1937
 DK2053'RECOVERED BY 1937 HYDROGRAPHIC SURVEY OF MISSISSIPPI RIVER AS
 DK2053'ORIGINALLY DESCRIBED AND FOUND IN GOOD CONDITION.
 DK2053
 DK2053                          STATION RECOVERY (1939)
 DK2053
 DK2053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK2053'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DK2053'A THIRD REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED
 DK2053'BY THIS PARTY.  NEW DESCRIPTION AS FOLLOWS--
 DK2053'
 DK2053'THE STATION IS ABOUT 8 MILES BY ROAD NORTHEAST OF EUDORA, ON
 DK2053'THE BANQUETTE OF THE LEVEE, ABOUT 150 YARDS SOUTH OF ANNE JENKINS
 DK2053'HOUSE, FORMERLY OWNED BY SALLY JENKINS.  THE JENKINS HOUSE
 DK2053'IS AN OLD, DILAPIDATED, WOODEN STRUCTURE AND NOW RESTS ON THE
 DK2053'GROUND INSTEAD OF SEVEN FEET ABOVE GROUND AS MENTIONED IN
 DK2053'ORIGINAL DESCRIPTION.  THE STATION MARK IS ABOUT HALF WAY UP
 DK2053'THE NORTH SIDE OF THE LEVEE AND WAS FOUND 4.3 FEET BELOW THE
 DK2053'SURFACE OF THE GROUND, WITH A 3-INCH IRON PIPE SET BY THE
 DK2053'VICKSBURG DISTRICT ENGINEER OFFICE ON TOP OF IT.  THE PIPE
 DK2053'WAS REMOVED AND A NEW SURFACE MARK, WAS ESTABLISHED
 DK2053'AND STAMPED JENKINS 1929-1939.
 DK2053'
 DK2053'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 2 FEET NORTHWEST
 DK2053'OF FENCE LINE, 16 FEET NORTHWEST OF THE CENTER LINE OF DIRT
 DK2053'ROAD, AND ABOUT 260 FEET SOUTHWEST OF A LARGE COTTON WOOD TREE.
 DK2053'THE GATE MENTIONED IN THE ORIGINAL DESCRIPTION IS NO LONGER
 DK2053'THERE.  REFERENCE MARK NO. 2, P.B.M. GAGE 92 (USE) IS NORTH OF
 DK2053'THE STATION, ON A LINE WITH THE SOUTH-END OF THE JENKINS HOUSE,
 DK2053'6 FEET SOUTH AND 5 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DK2053'YARD FENCE.  REFERENCE MARK NO. 3, IS NORTH-NORTHEAST
 DK2053'OF THE STATION, 18 FEET NORTHWEST OF THE CENTER LINE OF THE
 DK2053'DIRT ROAD, 3 FEET SOUTH OF A MAIL BOX POST WHICH IS JUST
 DK2053'SOUTH OF THE LANE TO THE HOUSE.
 DK2053'
 DK2053'AZIMUTH MARK, IS ABOUT 0.25 MILE SOUTHWEST OF THE
 DK2053'STATION AT A POINT OPPOSITE THE FIRST BEND IN THE LEVEE SOUTHWEST
 DK2053'OF THE STATION, 13 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT
 DK2053'ROAD AT THE BASE OF THE LEVEE, IN THE CENTER OF A TRIANGLE AT
 DK2053'A SIDE LANE AND NEAR TWO MAIL BOXES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1734 ***********************************************************************
 FG1734  DESIGNATION -  JENKINS
 FG1734  PID         -  FG1734
 FG1734  STATE/COUNTY-  AR/CONWAY
 FG1734  USGS QUAD   -  SOLGOHACHIA (1990)
 FG1734
 FG1734                         *CURRENT SURVEY CONTROL
 FG1734  ___________________________________________________________________
 FG1734* NAD 83(1997)-  35 15 37.32994(N)    092 41 09.42869(W)     ADJUSTED  
 FG1734* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 FG1734  ___________________________________________________________________
 FG1734  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 FG1734  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FG1734
 FG1734  HORZ ORDER  -  FIRST
 FG1734
 FG1734.The horizontal coordinates were established by classical geodetic methods
 FG1734.and adjusted by the National Geodetic Survey in September 1999..
 FG1734
 FG1734.The orthometric height was scaled from a topographic map.
 FG1734
 FG1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1734
 FG1734.The geoid height was determined by GEOID03.
 FG1734
 FG1734;                    North         East     Units Scale Factor Converg.
 FG1734;SPC AR N     -   103,064.051   337,583.174   MT  0.99995182   -0 23 57.0
 FG1734;SPC AR N     -   338,135.97  1,107,554.13   sFT  0.99995182   -0 23 57.0
 FG1734;UTM  15      - 3,901,962.861   528,566.338   MT  0.99961006   +0 10 52.7
 FG1734
 FG1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1734!SPC AR N     -   0.99996947  x   0.99995182  =   0.99992129
 FG1734!UTM  15      -   0.99996947  x   0.99961006  =   0.99957954
 FG1734
 FG1734|---------------------------------------------------------------------|
 FG1734| PID    Reference Object                     Distance      Geod. Az  |
 FG1734|                                                           dddmmss.s |
 FG1734| CI1780 JENKINS RM 1                         28.740 METERS 02033     |
 FG1734| CI1781 JENKINS RM 2                         15.321 METERS 14706     |
 FG1734| FG1746 MORRILTON FEDERAL COMPRESS TK       APPROX.13.0 KM 2001550.4 |
 FG1734| FG1747 MORRILTON ARKANSAS PWR LT TANK      APPROX.13.6 KM 2034211.5 |
 FG1734| FG1751 MORRILTON COTTON OIL MILL TK        APPROX.13.3 KM 2075432.8 |
 FG1734| FG1750 MORRILTON COTTON MILL INC TANK      APPROX.13.4 KM 2112135.4 |
 FG1734| CI1779 JENKINS AZ MK                                      3373700.9 |
 FG1734|---------------------------------------------------------------------|
 FG1734
 FG1734                          SUPERSEDED SURVEY CONTROL
 FG1734
 FG1734  NAD 83(1986)-  35 15 37.34543(N)    092 41 09.42364(W) AD(       ) 1
 FG1734  NAD 27      -  35 15 37.05400(N)    092 41 08.83800(W) AD(       ) 1
 FG1734
 FG1734.Superseded values are not recommended for survey control.
 FG1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1734.See file dsdata.txt to determine how the superseded data were derived.
 FG1734
 FG1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2856601963(NAD 83)
 FG1734_MARKER: DS = TRIANGULATION STATION DISK
 FG1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1734
 FG1734  HISTORY     - Date     Condition        Report By
 FG1734  HISTORY     - 1940     MONUMENTED       CGS
 FG1734  HISTORY     - 1954     GOOD             CGS
 FG1734  HISTORY     - 1962     GOOD             CGS
 FG1734  HISTORY     - 1967     GOOD             CGS
 FG1734
 FG1734                          STATION DESCRIPTION
 FG1734
 FG1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1734'STATION IS LOCATED 0.75 MILE NW OF SOLGOHACHIA, 8.5 MILES NE
 FG1734'OF MORRILTON ON THE SUMMIT AND HIGHEST POINT OF A TABLE-TOP
 FG1734'HILL KNOWN AS JENKINS MOUNTAIN.
 FG1734'
 FG1734'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FG1734'BRONZE DISKS SET IN CONCRETE.
 FG1734'
 FG1734'STATION IS STAMPED JENKINS 1940, AND PROJECTS ABOUT 4 INCHES
 FG1734'ABOVE THE GROUND.  IT IS 21.2 FEET W OF 8-INCH TREE, 29.1
 FG1734'FEET N OF THE NW CORNER OF SHACK, AND 8.1 FEET ENE OF WHITE
 FG1734'REFERENCE POST.
 FG1734'
 FG1734'REFERENCE MARK NO. 1 IS STAMPED JENKINS NO. 1 1940 AND PROJECTS
 FG1734'ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER
 FG1734'THAN THE STATION.  IT IS 1.0 FOOT W OF THE NW CORNER OF OLD
 FG1734'LOG HOUSE, 69.5 FEET E OF THE CENTER LINE OF OLD ROAD, AND
 FG1734'12.0 FEET E OF WIRE FENCE.
 FG1734'
 FG1734'REFERENCE MARK NO. 2 IS STAMPED JENKINS NO. 2 1940 AND PROJECTS
 FG1734'ABOUT 4 INCHES ABOVE THE GROUND, AND IS ABOUT 2 FEET LOWER
 FG1734'THAN THE STATION.  IT IS 28.8 FEET WSW OF THE NW CORNER OF AN
 FG1734'OLD HOUSE, AND 66.7 FEET SW OF AN 8-INCH TREE ON THE W SIDE
 FG1734'OF THE ROAD.
 FG1734'
 FG1734'THE AZIMUTH MARK, STAMPED JENKINS 1940 PROJECTS ABOUT 4 INCHES
 FG1734'ABOVE THE GROUND.  IT IS 36.2 FEET S OF THE SW CORNER OF
 FG1734'OLD HOUSE, 98.8 FEET W OF THE CENTER LINE OF OLD ROAD, AND 4.5
 FG1734'FEET W OF WHITE REFERENCE POST.
 FG1734'
 FG1734'STATION IS REACHED AS FOLLOWS- FROM SOLGOHACHIA FOLLOW OLD
 FG1734'ROAD UP STEEP HILLSIDE (W) 0.85 MILE TO SHACK AND STATION ON
 FG1734'THE LEFT SIDE OF ROAD.
 FG1734'
 FG1734'HEIGHT OF LIGHT ABOVE STATION MARK - 10.3 METERS.
 FG1734
 FG1734                          STATION RECOVERY (1954)
 FG1734
 FG1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1734'ALL MARKS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 FG1734'FOLLOWS-
 FG1734'
 FG1734'TO REACH THE STATION FROM THE GROCERY STORE IN THE ANGLE OF
 FG1734'THE GRAVEL FORK AND STATE HIGHWAY 9 IN THE SMALL SETTLEMENT OF
 FG1734'SOLGOHACHIA, GO SOUTH ON STATE HIGHWAY 9 FOR 0.05 MILE TO
 FG1734'A FORK, TAKE RIGHT FORK FOR 0.05 MILE TO A SIDE ROAD ON THE
 FG1734'RIGHT, TURN RIGHT ACROSS A SMALL WOODEN BRIDGE UP A STEEP HILL
 FG1734'FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK NORTH AND WEST FOR
 FG1734'0.1 MILE TO A FORK, TAKE LEFT FORK FOR 0.1 MILE TO A WIRE GATE
 FG1734'AND THE STATION.  THE AZIMUTH MARK MAY BE REACHED FROM THIS
 FG1734'POINT BY CONTINUING NORTHEAST ON THE TRACK ROAD FOR 0.4
 FG1734'MILE TO A FARM HOUSE AND THE MARK AS DESCRIBED.
 FG1734'
 FG1734'THE STATION MARK IS 27 FEET SOUTH OF THE SOUTH GATE POST OF
 FG1734'A WIRE GATE AND 3 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.
 FG1734'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JENKINS
 FG1734'1940.
 FG1734'
 FG1734'REFERENCE MARK 1 IS 30 FEET EAST OF A WIRE FENCE.  THE MARK
 FG1734'PROJECTS 7 INCHES AND THE DISK IS STAMPED JENKINS NO 1 1940.
 FG1734'
 FG1734'REFERENCE MARK 2 IS 36 FEET EAST OF A WIRE FENCE.  THE MARK
 FG1734'PROJECTS 7 INCHES AND THE DISK IS STAMPED JENKINS NO 2 1940.
 FG1734'
 FG1734'THE AZIMUTH MARK IS 36 FEET SOUTH OF THE SOUTHWEST CORNER OF
 FG1734'A HOUSE, 19 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD AND
 FG1734'2 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK
 FG1734'PROJECTS 4 INCHES AND THE DISK IS STAMPED JENKINS 1940.
 FG1734
 FG1734                          STATION RECOVERY (1962)
 FG1734
 FG1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1734'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FG1734'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FG1734'THE DIRECTIONS TO ALL MARKS WERE VERIFIED.  THE DISTANCE TO
 FG1734'REFERENCE MARK NO. 1 MISSED THE PREVIOUS MEASUREMENT BY .05
 FG1734'FOOT.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED.
 FG1734'
 FG1734'A COMPLETE NEW DESCRIPTION FOLLOWS-
 FG1734'
 FG1734'THE STATION IS 8 MILES NORTH OF MORRILTON, 2-1/2 MILES EAST
 FG1734'OF STATE HIGHWAY 95 AND 3/4 MILE WEST OF SOLGOHACHIA AND ON
 FG1734'THE HIGHEST PART OF THE HILL.
 FG1734'
 FG1734'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FG1734'STATE HIGHWAY 9 IN MORRILTON, GO NORTH ON HIGHWAY 9 FOR 9.25
 FG1734'MILES TO A REVERSE ROAD FORK ON THE LEFT, ABOUT 0.05 MILE SOUTH
 FG1734'OF R.W. RUFF SERVICE STATION.  TURN LEFT AND GO SOUTHWEST FOR
 FG1734'0.05 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 FG1734'UPHILL FOR 0.3 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT
 FG1734'AND GO NORTHWEST ON THE TRACK ROAD FOR 0.3 MILE TO THE TOP
 FG1734'OF THE HILL AND THE STATION.
 FG1734'
 FG1734'STATION MARK, A STANDARD DISK STAMPED JENKINS 1940, IS SET
 FG1734'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 35
 FG1734'FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 22 FEET SOUTH OF
 FG1734'A HARDWOOD TREE 22 INCHES IN DIAMETER AND 2 FEET NORTH OF A
 FG1734'METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED
 FG1734'BY THIS PARTY.
 FG1734'
 FG1734'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JENKINS NO 1
 FG1734'1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FG1734'IT IS 73 FEET NORTH OF THE HARDWOOD TREE AND 59 FEET NORTH OF
 FG1734'THE CENTER OF THE TRACK ROAD.
 FG1734'
 FG1734'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JENKINS NO 2
 FG1734'1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 FG1734'IT IS 68 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 49 FEET
 FG1734'SOUTHEAST OF THE METAL WITNESS POST.
 FG1734'
 FG1734'AZIMUTH MARK, A STANDARD DISK STAMPED JENKINS 1940, IS SET IN
 FG1734'A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 32 FEET
 FG1734'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD HOUSE FOUNDATION,
 FG1734'32 FEET WEST OF A WALNUT TREE 20 INCHES IN DIAMETER AND 1.5 FEET
 FG1734'SOUTH OF A METAL WITNESS POST.
 FG1734'
 FG1734'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 FG1734'A TRACK ROAD FOR 0.4 MILE TO AN OLD HOUSE FOUNDATION AND THE
 FG1734'AZIMUTH MARK.
 FG1734'
 FG1734'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FG1734'
 FG1734'THE STATION IS ON LAND OWNED BY DR. J.W. HART.
 FG1734'
 FG1734'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1734
 FG1734                          STATION RECOVERY (1967)
 FG1734
 FG1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1734'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FG1734'DISTANCE TO THE REFERENCE MARKS IN THE 1962 DESCRIPTION ARE
 FG1734'REVERSED AND THE 1940 AND 1954 DESCRIPTIONS ARE RIGHT.  DUE
 FG1734'TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1734'
 FG1734'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF MORRILTON, 3/4
 FG1734'MILE NORTHWEST OF SOLGOHACHA, ON THE HIGHEST POINT OF A TABLE
 FG1734'TOP HILL KNOWN AS JENKINS MOUNTAIN AND OWNED BY DR. J.W. HART.
 FG1734'
 FG1734'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 9
 FG1734'IN MORRILTON, GO NORTHERLY ON STATE HIGHWAY 9 FOR 2.2 MILES TO
 FG1734'THE JUNCTION OF STATE HIGHWAY 287.  CONTINUE AHEAD AND GO
 FG1734'NORTHERLY ON STATE HIGHWAY 9 FOR 4.8 MILES TO THE OVERCUP
 FG1734'METHODIST CHURCH ON THE LEFT.  CONTINUE AHEAD AND GO NORTHERLY
 FG1734'ON THE HIGHWAY FOR 2.7 MILES TO THE SOLGOHACHIA BAPTIST CHURCH
 FG1734'ON THE LEFT.  CONTINUE AHEAD AND GO NORTH ON THE HIGHWAY FOR
 FG1734'0.1 MILE TO A REVERSE FORK ON THE LEFT.  TURN SHARP LEFT
 FG1734'AND GO WEST ON GRADED ROAD FOR 0.05 MILE TO A SIDE ROAD
 FG1734'RIGHT.  TURN RIGHT AND GO NORTH, AND WEST ON GRADED ROAD
 FG1734'FOR 0.55 MILE TO A WIRE GATE AT THE TOP OF THE HILL.  PASS
 FG1734'THROUGH GATE AND FOLLOW FIELD ROAD WESTERLY FOR 0.2 MILE
 FG1734'TO THE HIGHEST POINT OF HILL AND STATION ON THE LEFT.  TO
 FG1734'REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 FG1734'FIELD ROAD FOR 0.4 MILE TO AN OLD HOUSE FOUNDATION AND
 FG1734'THE AZIMUTH MARK ON THE RIGHT.
 FG1734'
 FG1734'STATION MARK IS A STANDARD DISK, STAMPED JENKINS 1940, SET
 FG1734'IN THE TOP A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 FG1734'34 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 22 FEET SOUTH
 FG1734'OF A LONE TREE AND 2 FEET NORTH OF A METAL WITNESS POST.
 FG1734'
 FG1734'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JENKINS NO 1
 FG1734'1940, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 FG1734'INCHES.  IT IS 73 FEET NORTH OF THE TREE, 59 FEET NORTH OF
 FG1734'THE CENTER OF THE FIELD ROAD AND 1 FOOT SOUTH OF A METAL WITNESS
 FG1734'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1734'
 FG1734'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JENKINS NO 2
 FG1734'1940, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 FG1734'2 INCHES.  IT IS 66 FEET SOUTHEAST OF THE TREE, 68 FEET SOUTH
 FG1734'OF THE CENTER OF THE FIELD ROAD, 1 FOOT NORTH OF A METAL
 FG1734'WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 FG1734'
 FG1734'AZIMUTH MARK IS A STANDARD DISK, STAMPED JENKINS 1940, SET
 FG1734'IN THE TOP OF A SQUARE CONCRETE POST FLUSH.  IT IS 32 FEET
 FG1734'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FOUNDATION AND 1.5
 FG1734'FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1134 ***********************************************************************
 DK1134  DESIGNATION -  JENKINS RM 1
 DK1134  PID         -  DK1134
 DK1134  STATE/COUNTY-  AR/CHICOT
 DK1134  USGS QUAD   -  EMINENCE (1970)
 DK1134
 DK1134                         *CURRENT SURVEY CONTROL
 DK1134  ___________________________________________________________________
 DK1134* NAD 83(1986)-  33 09 28.     (N)    091 10 26.     (W)     SCALED    
 DK1134* NAVD 88     -        34.40   (+/-2cm)     112.9    (feet)  VERTCON   
 DK1134  ___________________________________________________________________
 DK1134  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DK1134
 DK1134  VERT ORDER  -  ? (See Below)
 DK1134
 DK1134.The horizontal coordinates were scaled from a topographic map and have
 DK1134.an estimated accuracy of +/- 6 seconds.
 DK1134
 DK1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1134.The vertical order pertains to the NGVD 29 superseded value.
 DK1134
 DK1134.The geoid height was determined by GEOID03.
 DK1134
 DK1134;                    North         East    Units  Estimated Accuracy
 DK1134;SPC AR S     -   454,780.      477,070.      MT  (+/- 180 meters Scaled)
 DK1134
 DK1134                          SUPERSEDED SURVEY CONTROL
 DK1134
 DK1134  NGVD 29 (??/??/??)   34.467  (m)          113.08   (f) ADJUSTED    ?  
 DK1134
 DK1134.Superseded values are not recommended for survey control.
 DK1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1134.See file dsdata.txt to determine how the superseded data were derived.
 DK1134
 DK1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS702702(NAD 83)
 DK1134_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1134_SP_SET: CONCRETE SLAB
 DK1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1134
 DK1134  HISTORY     - Date     Condition        Report By
 DK1134  HISTORY     - 1929     MONUMENTED       CGS
 DK1134  HISTORY     - 1934     GOOD             CGS
 DK1134
 DK1134                          STATION DESCRIPTION
 DK1134
 DK1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1134'10.5 MI NE FROM EUDORA.
 DK1134'IS A BRASS CAP SET IN A CONCRETE SLAB, LOCATED ON RIGHT BANK OF MISS.
 DK1134'RIVER, CHICOT CO., ARK., ABOUT 10 1/2 MILES NORTHEAST OF EUDORA.  TO
 DK1134'REACH B.M. FROM EUDORA.  FOLLOW U.S. HWY. NO. 65 FOR 3.7 MILES TO A
 DK1134'LAKE AND GRAVEL ROAD.  FOLLOW GRAVEL ROAD 0.8 MILES TO A DIRT ROAD
 DK1134'JUST BEYOND A BRIDGE AT A LONE TREE.  TURN LEFT TO LEVEE AND FOLLOW
 DK1134'LEVEE ROAD TO SALLY JENKINS HOUSE AND B.M.  NOTE-- THE JENKINS HOUSE
 DK1134'IS OLD AND DELAPIDATED AND STANDS ABOUT 7 FEET ABOVE THE GROUND.  A
 DK1134'CHIMNEY HAS BEEN TORN AWAY AT THE SOUTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1133 ***********************************************************************
 DK1133  DESIGNATION -  JENKINS RM 2
 DK1133  PID         -  DK1133
 DK1133  STATE/COUNTY-  AR/CHICOT
 DK1133  USGS QUAD   -  EMINENCE (1970)
 DK1133
 DK1133                         *CURRENT SURVEY CONTROL
 DK1133  ___________________________________________________________________
 DK1133* NAD 83(1997)-  33 09 33.40413(N)    091 10 20.27204(W)     ADJUSTED  
 DK1133* NAVD 88     -        35.43   (+/-2cm)     116.2    (feet)  VERTCON   
 DK1133  ___________________________________________________________________
 DK1133  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DK1133  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DK1133
 DK1133  HORZ ORDER  -  SECOND
 DK1133  VERT ORDER  -  ? (See Below)
 DK1133
 DK1133.The horizontal coordinates were established by classical geodetic methods
 DK1133.and adjusted by the National Geodetic Survey in September 1999..
 DK1133
 DK1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1133.The vertical order pertains to the NGVD 29 superseded value.
 DK1133
 DK1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1133
 DK1133.The geoid height was determined by GEOID03.
 DK1133
 DK1133;                    North         East     Units Scale Factor Converg.
 DK1133;SPC AR S     -   454,950.369   477,213.946   MT  1.00003418   +0 27 47.7
 DK1133;SPC AR S     - 1,492,616.34  1,565,659.42   sFT  1.00003418   +0 27 47.7
 DK1133;SPC MS W     -   406,016.859   621,740.034   MT  1.00002549   -0 27 32.1
 DK1133;SPC MS W     - 1,332,073.64  2,039,825.43   sFT  1.00002549   -0 27 32.1
 DK1133;UTM  15      - 3,670,432.074   670,440.590   MT  0.99995818   +0 59 59.8
 DK1133
 DK1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1133!SPC AR S     -   0.99999854  x   1.00003418  =   1.00003272
 DK1133!SPC MS W     -   0.99999854  x   1.00002549  =   1.00002403
 DK1133!UTM  15      -   0.99999854  x   0.99995818  =   0.99995672
 DK1133
 DK1133                          SUPERSEDED SURVEY CONTROL
 DK1133
 DK1133  NAD 83(1997)-  33 09 33.40434(N)    091 10 20.27211(W) AD(       ) 2
 DK1133  NAD 83(1997)-  33 09 33.41467(N)    091 10 20.26657(W) AD(       ) 2
 DK1133  NAD 83(1986)-  33 09 33.41505(N)    091 10 20.26494(W) AD(       ) 2
 DK1133  NAD 27      -  33 09 32.98300(N)    091 10 19.86900(W) AD(       ) 2
 DK1133  NGVD 29 (??/??/??)   35.495  (m)          116.45   (f) ADJUSTED    ?  
 DK1133
 DK1133.Superseded values are not recommended for survey control.
 DK1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1133.See file dsdata.txt to determine how the superseded data were derived.
 DK1133
 DK1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7044170432(NAD 83)
 DK1133_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1133_STAMPING: JENKINS R.M. NO. 2, 1929, B.M. GAGE 92
 DK1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1133
 DK1133  HISTORY     - Date     Condition        Report By
 DK1133  HISTORY     - 1929     MONUMENTED       CGS
 DK1133  HISTORY     - 1934     GOOD             CGS
 DK1133  HISTORY     - 1935     GOOD             CGS
 DK1133  HISTORY     - 19700525 MARK NOT FOUND   USGS
 DK1133
 DK1133                          STATION DESCRIPTION
 DK1133
 DK1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 DK1133'SEE STATION JENKINS
 DK1133
 DK1133                          STATION RECOVERY (1934)
 DK1133
 DK1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DK1133'4.25 MI N FROM GRANK LAKE.
 DK1133'P.B.M. IS A STONE AND BRONZE TABLET LOCATED ON THE RIGHT BANK OF THE
 DK1133'MISS. RIVER, CHICOT CO., ARK., 1 3/4 MILES ABOVE MOSSWOOD LANDING, 394
 DK1133'FT. BACK OF MAIN LEVEE, BACK OF TWO ABRUPT ANGLES IN MAIN LEVEE, IN
 DK1133'YARD IN FRONT OF CABIN, 2 FT. BACK OF FENCE, 13 FT. EAST OF SOUTHWEST
 DK1133'CORNER OF YARD, 738 FEET NORTHWEST OF WHERE OLD AND NEW LEVEE FORMS A
 DK1133'X.  BRONZE TABLET STAMPED JENKINS R.M. NO. 2, 1929, B.M. GAGE 92.
 DK1133
 DK1133                          STATION RECOVERY (1935)
 DK1133
 DK1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 DK1133'ORIGINAL DESCRIPTION STILL HOLDS
 DK1133'SEE STATION JENKINS
 DK1133
 DK1133                          STATION RECOVERY (1970)
 DK1133
 DK1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JGL)
 DK1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0796 ***********************************************************************
 GF0796  DESIGNATION -  JENNINGS
 GF0796  PID         -  GF0796
 GF0796  STATE/COUNTY-  AR/BOONE
 GF0796  USGS QUAD   -  BATAVIA (1967)
 GF0796
 GF0796                         *CURRENT SURVEY CONTROL
 GF0796  ___________________________________________________________________
 GF0796* NAD 83(1997)-  36 18 26.13781(N)    093 14 47.72044(W)     ADJUSTED  
 GF0796* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 GF0796  ___________________________________________________________________
 GF0796  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GF0796  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0796
 GF0796  HORZ ORDER  -  SECOND
 GF0796
 GF0796.The horizontal coordinates were established by classical geodetic methods
 GF0796.and adjusted by the National Geodetic Survey in September 1999..
 GF0796
 GF0796.The orthometric height was scaled from a topographic map.
 GF0796
 GF0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0796
 GF0796.The geoid height was determined by GEOID03.
 GF0796
 GF0796;                    North         East     Units Scale Factor Converg.
 GF0796;SPC AR N     -   219,708.044   288,041.819   MT  1.00001545   -0 43 31.4
 GF0796;SPC AR N     -   720,825.47    945,017.20   sFT  1.00001545   -0 43 31.4
 GF0796;UTM  15      - 4,018,057.218   477,862.030   MT  0.99960604   -0 08 45.6
 GF0796
 GF0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0796!SPC AR N     -   0.99993034  x   1.00001545  =   0.99994579
 GF0796!UTM  15      -   0.99993034  x   0.99960604  =   0.99953641
 GF0796
 GF0796|---------------------------------------------------------------------|
 GF0796| PID    Reference Object                     Distance      Geod. Az  |
 GF0796|                                                           dddmmss.s |
 GF0796| CJ7838 JENNINGS RM 3                                      04855     |
 GF0796| CJ7836 JENNINGS RM 1 AZIMUTH                24.924 METERS 09422     |
 GF0796| CJ7837 JENNINGS RM 2                        25.405 METERS 19037     |
 GF0796| GF0828 BRADSHAW                            APPROX.17.2 KM 2640753.1 |
 GF0796|---------------------------------------------------------------------|
 GF0796
 GF0796                          SUPERSEDED SURVEY CONTROL
 GF0796
 GF0796  NAD 83(1997)-  36 18 26.14425(N)    093 14 47.72452(W) AD(       ) 2
 GF0796  NAD 83(1986)-  36 18 26.14629(N)    093 14 47.71544(W) AD(       ) 2
 GF0796  NAD 27      -  36 18 25.89520(N)    093 14 47.06520(W) AD(       ) 2
 GF0796
 GF0796.Superseded values are not recommended for survey control.
 GF0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0796.See file dsdata.txt to determine how the superseded data were derived.
 GF0796
 GF0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7786218057(NAD 83)
 GF0796_MARKER: DS = TRIANGULATION STATION DISK
 GF0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0796+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 GF0796
 GF0796  HISTORY     - Date     Condition        Report By
 GF0796  HISTORY     - 1961     MONUMENTED       CGS
 GF0796  HISTORY     - 1972     GOOD             NGS
 GF0796  HISTORY     - 20060302 GOOD             ARHD
 GF0796
 GF0796                          STATION DESCRIPTION
 GF0796
 GF0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0796'THE STATION IS ABOUT 2.5 MILES NORTH-NORTHEAST OF ALPENA, ABOUT
 GF0796'1.5 MILES NORTHWEST OF JENNINGS, ON THE PROPERTY OF MRS.
 GF0796'MAXINE PETTIT AND IS IN THE NORTHEAST 1/4 OF SECTION 18, T. 19
 GF0796'N., R. 21 W.  IT IS 61 FEET SOUTHEAST OF POWER POLE NUMBER 18,
 GF0796'31 FEET EAST OF A TWIN TRUNK OAK TREE, 10 FEET NORTH OF A
 GF0796'WITNESS POST AND WIRE FENCE AND 17 FEET SOUTH OF THE CENTERLINE
 GF0796'OF A TRACK ROAD.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 GF0796'IS STAMPED JENNINGS 1961.
 GF0796'
 GF0796'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 68 AND U.S. HIGHWAY
 GF0796'62 AT THE WEST EDGE OF ALPENA, GO EASTERLY ON U.S. HIGHWAY 62
 GF0796'FOR 1.6 MILES TO A JOGGED CROSSROAD.  TURN LEFT AND GO NORTH
 GF0796'ON A GRAVELED ROAD FOR 0.5 MILE TO A Y-FORK.  KEEP RIGHT AND
 GF0796'GO EAST ON A GRAVELED ROAD FOR 0.9 MILE TO WHERE MAIN ROAD
 GF0796'TURNS LEFT AND A TRACK ROAD GOES EAST.  CONTINUE EAST STRAIGHT
 GF0796'AHEAD ON THE TRACK ROAD FOR 0.3 MILE TO THE STATION ON THE
 GF0796'RIGHT.
 GF0796'
 GF0796'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTHEAST
 GF0796'ACROSS PASTURE FIELD FOR 0.1 MILE TO THE MARK.
 GF0796'
 GF0796'REFERENCE MARK 1 IS 81 FEET EAST OF THE WITNESS POST, 35 FEET
 GF0796'SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 17 FEET SOUTHWEST
 GF0796'OF A 24 INCH OAK TREE AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 GF0796'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED JENNINGS
 GF0796'NO 1 1961.
 GF0796'
 GF0796'REFERENCE MARK 2 IS 73 FEET SOUTH OF THE WITNESS POST AND WIRE
 GF0796'FENCE, 19 FEET EAST OF A TWIN TRUNK HICKORY TREE AND 16 FEET
 GF0796'NORTHWEST OF A TWIN TRUNK HICKORY TREE.  THE MONUMENT PROJECTS
 GF0796'8 INCHES AND THE DISK IS STAMPED JENNINGS NO 2 1961.
 GF0796'
 GF0796'REFERENCE MARK 3 IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING
 GF0796'BEDROCK FLUSH WITH THE GROUND, 33 FEET NORTHWEST OF A 10 INCH
 GF0796'OAK TREE AND 2 FEET WEST OF A WITNESS POST.  THE DISK IS STAMPED
 GF0796'JENNINGS NO 3 1961.
 GF0796'
 GF0796'THE DIRECTION TO REFERENCE MARK 3 WAS OBTAINED BY PRECISE
 GF0796'METHODS.
 GF0796'
 GF0796'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0796
 GF0796                          STATION RECOVERY (1972)
 GF0796
 GF0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0796'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THERE WAS
 GF0796'NO NOTICABLE CHANGE IN THE IMMEDIATE AREA AT THIS TIME.
 GF0796'
 GF0796'THE DESCRIPTION AND ROUTE TO REACH THE STATION ARE ADEQUATE FOR
 GF0796'RECOVERY OF THE STATION.
 GF0796'
 GF0796'THIS STATION WAS NOT OCCUPIED THIS DATE.
 GF0796'
 GF0796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 GF0796'NORTH-NORTHEAST OF ALPENA.
 GF0796
 GF0796                          STATION RECOVERY (2006)
 GF0796
 GF0796'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 GF0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1332 ***********************************************************************
 DL1332  DESIGNATION -  JERSEY
 DL1332  PID         -  DL1332
 DL1332  STATE/COUNTY-  AR/BRADLEY
 DL1332  USGS QUAD   -  JERSEY (1981)
 DL1332
 DL1332                         *CURRENT SURVEY CONTROL
 DL1332  ___________________________________________________________________
 DL1332* NAD 83(1997)-  33 25 38.28042(N)    092 18 03.44118(W)     ADJUSTED  
 DL1332* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 DL1332  ___________________________________________________________________
 DL1332  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DL1332  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DL1332
 DL1332  HORZ ORDER  -  SECOND
 DL1332
 DL1332.The horizontal coordinates were established by classical geodetic methods
 DL1332.and adjusted by the National Geodetic Survey in September 1999..
 DL1332
 DL1332.The orthometric height was scaled from a topographic map.
 DL1332
 DL1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1332
 DL1332.The geoid height was determined by GEOID03.
 DL1332
 DL1332;                    North         East     Units Scale Factor Converg.
 DL1332;SPC AR S     -   484,405.575   372,011.821   MT  0.99997421   -0 10 06.4
 DL1332;SPC AR S     - 1,589,253.96  1,220,508.78   sFT  0.99997421   -0 10 06.4
 DL1332;UTM  15      - 3,698,877.496   564,985.838   MT  0.99965207   +0 23 06.4
 DL1332
 DL1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1332!SPC AR S     -   0.99999532  x   0.99997421  =   0.99996953
 DL1332!UTM  15      -   0.99999532  x   0.99965207  =   0.99964739
 DL1332
 DL1332:                Primary Azimuth Mark                     Grid Az
 DL1332:SPC AR S     -  JERSEY AZ MK                             065 33 28.9
 DL1332:UTM  15      -  JERSEY AZ MK                             065 00 16.1
 DL1332
 DL1332|---------------------------------------------------------------------|
 DL1332| PID    Reference Object                     Distance      Geod. Az  |
 DL1332|                                                           dddmmss.s |
 DL1332| CY6756 JERSEY AZ MK                                       0652322.5 |
 DL1332| CY6757 JERSEY RM 1                          27.514 METERS 07255     |
 DL1332| DL1311 BUCKSNORT LOOKOUT TWR 4 1 AFC       APPROX. 7.8 KM 0971031.2 |
 DL1332| DL1333 TT 23 T                             239.973 METERS 26422     |
 DL1332| DL1337 ARTESIAN                            APPROX.14.4 KM 2741602.5 |
 DL1332| CY6758 JERSEY RM 2                          26.442 METERS 29124     |
 DL1332| CY6759 JERSEY RM 3                          23.762 METERS 34020     |
 DL1332|---------------------------------------------------------------------|
 DL1332
 DL1332                          SUPERSEDED SURVEY CONTROL
 DL1332
 DL1332  NAD 83(1997)-  33 25 38.29093(N)    092 18 03.43416(W) AD(       ) 2
 DL1332  NAD 83(1986)-  33 25 38.29180(N)    092 18 03.43427(W) AD(       ) 2
 DL1332  NAD 27      -  33 25 37.87600(N)    092 18 02.91500(W) AD(       ) 2
 DL1332
 DL1332.Superseded values are not recommended for survey control.
 DL1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1332.See file dsdata.txt to determine how the superseded data were derived.
 DL1332
 DL1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6498698877(NAD 83)
 DL1332_MARKER: DS = TRIANGULATION STATION DISK
 DL1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1332_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1332
 DL1332  HISTORY     - Date     Condition        Report By
 DL1332  HISTORY     - 1952     MONUMENTED       CGS
 DL1332  HISTORY     - 1964     GOOD             CGS
 DL1332  HISTORY     - 1965     GOOD             CGS
 DL1332
 DL1332                          STATION DESCRIPTION
 DL1332
 DL1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1332'THE STATION IS ABOUT 8 MILES SOUTHEAST OF HARRELL, 7-1/2 MILES
 DL1332'WEST OF HERMITAGE, 0.65 MILE EAST OF THE SMALL COMMUNITY OF
 DL1332'JERSEY, IN SECTION 12, R 12 W, T 14 S, 100 YARDS NORTHWEST
 DL1332'OF THE R.R. MC DOUGALD FARM HOUSE, 32 FEET SOUTH OF THE CENTER
 DL1332'OF A GRAVELED ROAD, AND 8 FEET NORTHWEST OF A 4 X 4 INCH WHITE
 DL1332'WITNESS POST.
 DL1332'
 DL1332'TO REACH THE STATION FROM THE POST OFFICE IN JERSEY, GO SOUTH
 DL1332'ON A GRAVELED ROAD FOR 0.05 MILE TO A CROSS ROAD, TURN LEFT AND
 DL1332'GO EAST ON A GRAVELED ROAD FOR 0.65 MILE TO THE STATION ON
 DL1332'THE RIGHT, CONTINUE EAST FOR 0.3 MILE TO THE AZIMUTH MARK
 DL1332'ON THE LEFT.
 DL1332'
 DL1332'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 DL1332'JERSEY 1952.
 DL1332'
 DL1332'REFERENCE MARK 1 IS 35 FEET SOUTH OF THE CENTER OF A GRAVELED
 DL1332'ROAD AND 14 FEET WEST OF A 40-INCH PINE TREE.  THE MARK PROJECTS
 DL1332'3 INCHES AND THE DISK IS STAMPED JERSEY NO 1 1952.
 DL1332'
 DL1332'REFERENCE MARK 2 IS 20 FEET NORTH OF THE CENTER OF A GRAVELED
 DL1332'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 DL1332'AND THE DISK IS STAMPED JERSEY NO 2 1952.
 DL1332'
 DL1332'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF A GRAVELED
 DL1332'ROAD, 2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST, AND
 DL1332'1 FOOT WEST OF A POWER LINE POLE.  THE MARK PROJECTS 5 INCHES
 DL1332'AND THE DISK IS STAMPED JERSEY 1952.
 DL1332'
 DL1332'TT 23T (USGS) IS 38 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 DL1332'18 FEET WEST OF THE CENTER OF A GRAVELED ROAD, AND 2 FEET WEST
 DL1332'OF A WIRE FENCE.  IT IS A STANDARD USGS BENCH MARK DISK SET
 DL1332'IN THE TOP OF AN 8 X 8 INCH CONCRETE POST.  THE MARK PROJECTS 8
 DL1332'INCHES AND THE DISK IS STAMPED 171 TT 23T 1933.
 DL1332'
 DL1332'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1332
 DL1332                          STATION RECOVERY (1964)
 DL1332
 DL1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1332'THE STATION, R.M. NO. 1 AND TT 23 T (USGS) WERE RECOVERED AS
 DL1332'DESCRIBED AND FOUND IN GOOD CONDITION.  R.M. NO. 2 AND THE
 DL1332'AZIMUTH MARK HAD BEEN DESTROYED BY HIGHWAY IMPROVEMENT.
 DL1332'ONE NEW REFERENCE MARK WAS ESTABLISHED AT THIS STATION.
 DL1332'
 DL1332'THE STATION MARK IS ABOUT 250 FEET WEST-NORTHWEST OF A WHITE,
 DL1332'BRICK-TRIMMED, FARMHOUSE, ABOUT 113 FEET WEST-SOUTHWEST OF A
 DL1332'40-INCH PINE TREE, 34 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DL1332'ROAD, 15.5 FEET NORTH OF A BOARD FENCE AND IS FLUSH WITH THE
 DL1332'SURFACE OF THE GROUND.  THE DISK IS STAMPED JERSEY 1952.
 DL1332'
 DL1332'R.M. NO. 1 IS EAST-NORTHEAST OF THE STATION, 38 FEET SOUTHEAST OF
 DL1332'THE CENTERLINE OF THE HIGHWAY, 13 FEET WEST OF A 40-INCH PINE
 DL1332'TREE, 5-1/2 FEET NORTHEAST OF THE NORTH END OF A BOARD GATE
 DL1332'AND IS UNDER THE END OF THE FENCE BRACE POST.  THE MARK IS
 DL1332'FLUSH AND THE DISK IS STAMPED JERSEY NO 1 1952.
 DL1332'
 DL1332'R.M. NO. 3 IS NORTH-NORTHWEST OF THE STATION, 44 FEET NORTHWEST
 DL1332'OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET NORTHEAST OF A
 DL1332'METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK
 DL1332'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED JERSEY NO 3 1952.
 DL1332'
 DL1332'TT 23 T (USGS) IS ABOUT 0.15 MILE WEST OF THE STATION, 38 FEET
 DL1332'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET WEST OF THE
 DL1332'CENTERLINE OF A GRAVEL ROAD, 9 FEET SOUTH OF AN 18-INCH OAK TREE
 DL1332'AND 9 FEET EAST OF A FENCE CORNER.  IT IS A STANDARD U.S.G.S.
 DL1332'BENCH MARK DISK IN CONCRETE POST PROJECTING ABOUT 8 INCHES
 DL1332'AND DISK IS STAMPED 171 TT 23T 1933.
 DL1332'
 DL1332'TO REACH THE STATION FROM JERSEY, FROM SURFACED CROSSROADS,
 DL1332'GO EASTERLY ON STATE HIGHWAY 160 FOR 0.55 MILE TO A SIDE ROAD
 DL1332'RIGHT AND U.S.G.S. MARK ON RIGHT AS DESCRIBED, CONTINUE
 DL1332'ON HIGHWAY FOR 0.15 MILE TO STATION ON THE RIGHT.
 DL1332
 DL1332                          STATION RECOVERY (1965)
 DL1332
 DL1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 DL1332'THE STATION WAS VISITED AT THE REQUEST OF THE PROPERTY OWNER
 DL1332'TO REMOVE REFERENCE MARK NO. 3 OUT OF HIS FRONT YARD.  HE WAS
 DL1332'SATISFIED ONLY TO HAVE THE WITNESS SIGN REMOVED, LEAVING
 DL1332'REFERENCE MARK NO. 3 INTACT.  REFERENCE MARK NO. 2 HAD BEEN
 DL1332'DESTROYED PRIOR TO THIS DATE.  THE 1952 AZIMUTH MARK WAS NOT
 DL1332'FOUND AT THIS DATE.  THE STATION MARK, REFERENCE MARKS NO. 1
 DL1332'AND NO. 3 AND USGS TT23T WERE FOUND IN GOOD CONDITION.  A NEW
 DL1332'DESCRIPTION FOLLOWS--
 DL1332'
 DL1332'THE STATION IS LOCATED 8 MILES SOUTHEAST OF HARRELL, 7.5 MILES
 DL1332'WEST OF THE VILLAGE OF HERMITAGE, 0.65 MILE EAST OF THE COMMUNITY
 DL1332'OF JERSEY ON LAND OWNED BY MR. R.R. MC DOUGALD, IN SEC. 12, R 12
 DL1332'W. T 14 S., IN THE NORTHWEST EDGE OF A FARM YARD, 34.5 FEET
 DL1332'SOUTH OF THE CENTER OF THE ROAD, 103 FEET WEST OF A 3-FOOT
 DL1332'PINE TREE, 85 FEET WEST OF THE NORTHEAST CORNER OF A METAL
 DL1332'GATE, 16 FEET NORTH OF A BOARD FENCE, 68 FEET NORTHWEST OF
 DL1332'A T FENCE CORNER, 98 FEET SOUTHWEST OF A POWER POLE WITH A
 DL1332'TRANSFORMER, AND 26 FEET NORTHEAST OF A T FENCE CORNER.  IT
 DL1332'IS A STANDARD DISK, STAMPED JERSEY 1952, FLUSH WITH THE
 DL1332'GROUND.
 DL1332'
 DL1332'REFERENCE MARK NO. 1 IS 90.28 FEET NORTHEAST OF THE STATION,
 DL1332'IN A FENCE LINE, 38 FEET SOUTH OF THE CENTER OF THE ROAD, 13
 DL1332'FEET WEST OF A 3-FOOT PINE TREE, AND 6 FEET EAST OF THE
 DL1332'NORTHEAST CORNER OF A METALGATE.  IT IS A STANDARD DISK, STAMPED
 DL1332'JERSEY NO 1 1952, PROJECTING 1 INCH
 DL1332'
 DL1332'REFERENCE MARK NO. 3 IS 77.94 FEET NORTHWEST OF THE STATION, IN
 DL1332'THE FRONT YARD OF PROPERTY OWNED BY MR. HOPPER, 59 FEET WEST OF
 DL1332'A POWER POLE WITH A TRANSFORMER, 45 FEET NORTH-NORTHWEST OF
 DL1332'THE CENTER OF THE ROAD, AND 60 FEET SOUTH-SOUTHEAST OF THE
 DL1332'SOUTHEAST CORNER OF MR. HOPPERS HOUSE AND 5 FEET WEST OF THE
 DL1332'PROJECTED PLANE OF THE EAST WALL OF THE HOUSE.  IT IS A STANDARD
 DL1332'DISK, STAMPED JERSEY NO 3 1952, PROJECTING 3 INCHES.
 DL1332'
 DL1332'TT23T(USGS) IS 0.15 MILE WEST OF THE STATION, IN THE SOUTHWEST
 DL1332'ANGLE OF A ROAD LEADING SOUTH, 14 FEET WEST OF THE CENTER OF
 DL1332'THE DIRT ROAD 39 FEET SOUTH OF THE CEN ER OF THE EAST-WEST BLACKTOP
 DL1332'ROAD, 9 FEET EAST-NORTHEAST OF A FENCE CORNER, 10 FEET SOUTHEAST
 DL1332'OF A 2-FOOT OAK TREE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 DL1332'IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF
 DL1332'AN 8-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 DL1332'STAMPED TT23T 1933.
 DL1332'
 DL1332'TO REACH THE STATION FROM JERSEY, GO SOUTH ON BLACKTOPED ROAD
 DL1332'FOR 0.05 MILE, TO A CROSS ROAD, TURN LEFT AND GO EAST ON
 DL1332'BLACKTOPPED ROAD FOR 0.65 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1763 ***********************************************************************
 FG1763  DESIGNATION -  JERUSALEM
 FG1763  PID         -  FG1763
 FG1763  STATE/COUNTY-  AR/CONWAY
 FG1763  USGS QUAD   -  JERUSALEM (1990)
 FG1763
 FG1763                         *CURRENT SURVEY CONTROL
 FG1763  ___________________________________________________________________
 FG1763* NAD 83(1997)-  35 23 49.46107(N)    092 48 43.36786(W)     ADJUSTED  
 FG1763* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 FG1763  ___________________________________________________________________
 FG1763  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 FG1763  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FG1763
 FG1763  HORZ ORDER  -  SECOND
 FG1763
 FG1763.The horizontal coordinates were established by classical geodetic methods
 FG1763.and adjusted by the National Geodetic Survey in September 1999..
 FG1763
 FG1763.The orthometric height was scaled from a topographic map.
 FG1763
 FG1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1763
 FG1763.The geoid height was determined by GEOID03.
 FG1763
 FG1763;                    North         East     Units Scale Factor Converg.
 FG1763;SPC AR N     -   118,316.740   326,234.806   MT  0.99994124   -0 28 21.1
 FG1763;SPC AR N     -   388,177.50  1,070,322.03   sFT  0.99994124   -0 28 21.1
 FG1763;UTM  15      - 3,917,094.558   517,067.802   MT  0.99960359   +0 06 31.9
 FG1763
 FG1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1763!SPC AR N     -   0.99996492  x   0.99994124  =   0.99990616
 FG1763!UTM  15      -   0.99996492  x   0.99960359  =   0.99956853
 FG1763
 FG1763|---------------------------------------------------------------------|
 FG1763| PID    Reference Object                     Distance      Geod. Az  |
 FG1763|                                                           dddmmss.s |
 FG1763| CJ7840 JERUSALEM RM 1                       23.442 METERS 01926     |
 FG1763| FG1737 CEDAR LOOKOUT TOWER                 APPROX.10.8 KM 0511921.6 |
 FG1763| CJ7842 JERUSALEM RM 3                       15.024 METERS 13115     |
 FG1763| CJ7841 JERUSALEM RM 2                       21.428 METERS 13949     |
 FG1763| FG1766 CROW                                APPROX.18.2 KM 2233316.6 |
 FG1763| CJ7839 JERUSALEM AZ MK                                    2920315.0 |
 FG1763|---------------------------------------------------------------------|
 FG1763
 FG1763                          SUPERSEDED SURVEY CONTROL
 FG1763
 FG1763  NAD 83(1986)-  35 23 49.47540(N)    092 48 43.36506(W) AD(       ) 2
 FG1763  NAD 27      -  35 23 49.19100(N)    092 48 42.76200(W) AD(       ) 2
 FG1763
 FG1763.Superseded values are not recommended for survey control.
 FG1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1763.See file dsdata.txt to determine how the superseded data were derived.
 FG1763
 FG1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1706817095(NAD 83)
 FG1763_MARKER: DS = TRIANGULATION STATION DISK
 FG1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1763
 FG1763  HISTORY     - Date     Condition        Report By
 FG1763  HISTORY     - 1954     MONUMENTED       CGS
 FG1763  HISTORY     - 1961     SEE DESCRIPTION  USGS
 FG1763  HISTORY     - 1967     GOOD             CGS
 FG1763
 FG1763                          STATION DESCRIPTION
 FG1763
 FG1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1763'THE STATION IS ABOUT 3/4 OF A MILE SOUTHEAST OF THE VILLAGE
 FG1763'OF JERUSALEM, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 124 AND
 FG1763'IN SECTION 28, T 9 N, R 17 W.  IT IS 45 FEET NORTH OF THE
 FG1763'CENTER OF THE HIGHWAY, 27 FEET SOUTHWEST OF A POWERLINE
 FG1763'POLE AND 5 FEET NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST.
 FG1763'
 FG1763'TO REACH THE STATION FROM THE CROSSROADS AND WHERE STATE
 FG1763'HIGHWAY 124 MAKES A RIGHT ANGLE TURN, GO SOUTH AND SOUTHEAST
 FG1763'ON THE HIGHWAY FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FG1763'CONTINUE WESTERLY ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON
 FG1763'THE LEFT.
 FG1763'
 FG1763'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1763'JERUSALEM 1954.
 FG1763'
 FG1763'REFERENCE MARK 1 IS 85 FEET NORTH OF THE WITNESS POST AND
 FG1763'56 FEET NORTHWEST OF THE POWERLINE POLE.  THE MARK PROJECTS
 FG1763'2 INCHES AND THE DISK IS STAMPED JERUSALEM NO 1 1954.
 FG1763'
 FG1763'REFERENCE MARK IS 40 FEET NORTHWEST OF THE CENTER OF THE
 FG1763'HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1763'JERUSALEM NO 2 1954.
 FG1763'
 FG1763'THE AZIMUTH MARK IS 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FG1763'OF A HOUSE, 50 FEET EAST OF A POWERLINE POLE 21 FEET NORTH
 FG1763'OF THE CENTER OF THE HIGHWAY AND 2 FEET SOUTHEAST OF A
 FG1763'4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES
 FG1763'AND THE DISK IS STAMPED JERUSALEM 1954.
 FG1763'
 FG1763'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FG1763
 FG1763                          STATION RECOVERY (1961)
 FG1763
 FG1763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FG1763'STATION IS EITHER BURIED QUITE DEEP OR HAS BEEN DESTROYED
 FG1763'FOR THERE HAS BEEN DIGGING IN THE VICINITY.  REFERENCE MARKS
 FG1763'1 AND 2 WERE FOUND.  WITNESS POST HAS BEEN MOVED AND IS LYING
 FG1763'ON THE GROUND.
 FG1763
 FG1763                          STATION RECOVERY (1967)
 FG1763
 FG1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1763'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 FG1763'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED
 FG1763'FOR BUT COULD NOT BE FOUND AND REFERENCE MARK 3 WAS ESTABLISHED.
 FG1763'THE AZIMUTH MARK WILL NOT SEE FROM THE GROUND.
 FG1763'
 FG1763'THE STATION IS LOCATED ON THE NORTH ROAD RIGHT-OF-WAY OF
 FG1763'STATE HIGHWAY 124, ABOUT 3/4 MILE SOUTHEAST OF JERUSALEM
 FG1763'AND IN SECTION 28, T 9 N, R 17 W.
 FG1763'
 FG1763'TO REACH FROM THE POST OFFICE IN JERUSALEM, GO SOUTH ON
 FG1763'STATE HIGHWAY 124 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 FG1763'LEFT.  CONTINUE AHEAD AND GO SOUTHEAST ON STATE HIGHWAY 124
 FG1763'FOR 0.2 MILE TO A TRACK ROAD LEFT AND STATION.
 FG1763'
 FG1763'STATION MARK IS A STANDARD DISK, STAMPED JERUSALEM 1954,
 FG1763'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 FG1763'IT IS 185 FEET EAST OF THE CENTER OF THE TRACK ROAD, 44 FEET
 FG1763'NORTH OF THE CENTER OF THE HIGHWAY, 27 FEET SOUTH-SOUTHWEST
 FG1763'OF A POWERLINE POLE AND 1 FOOT SOUTH OF A METAL WITNESS
 FG1763'POST.
 FG1763'
 FG1763'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JERUSALEM NO 1
 FG1763'1954, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 FG1763'3 INCHES.  IT IS 118 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FG1763'59 FEET EAST OF THE CENTER OF THE TRACK ROAD, 51 FEET NORTHWEST
 FG1763'OF THE POWERLINE POLE AND 2 FEET SOUTH OF A METAL WITNESS
 FG1763'POST.
 FG1763'
 FG1763'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JERUSALEM NO
 FG1763'3 1954 1967, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 FG1763'2 INCHES.  IT IS 214 FEET EAST OF THE CENTER OF THE TRACK
 FG1763'ROAD, 49 FEET SOUTHWEST OF THE POWERLINE POLE, 45 FEET NORTH
 FG1763'OF THE CENTER OF THE HIGHWAY AND 2.5 FEET NORTH OF A METAL
 FG1763'WITNESS POST.
 FG1763'
 FG1763'AZIMUTH MARK IS A STANDARD DISK, STAMPED JERUSALEM 1954,
 FG1763'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES.
 FG1763'IT IS 50 FEET EAST OF A POWERLINE POLE, 37 FEET SOUTHWEST OF
 FG1763'THE SOUTHWEST CORNER OF A HOUSE, 25 FEET SOUTHEAST OF A
 FG1763'FENCE CORNER, 21 FEET NORTH OF THE CENTER OF THE HIGHWAY
 FG1763'AND IN THE SOUTHWEST CORNER OF A YARD.
 FG1763'
 FG1763'JERUSALEM 1954 TO R.M. 1 = -1.3475 FEET.
 FG1763'
 FG1763'JERUSALEM 1954 TO R.M. 3 = -1.0155 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1413 ***********************************************************************
 FF1413  DESIGNATION -  JEST
 FF1413  PID         -  FF1413
 FF1413  STATE/COUNTY-  AR/WHITE
 FF1413  USGS QUAD   -  WEST POINT (1994)
 FF1413
 FF1413                         *CURRENT SURVEY CONTROL
 FF1413  ___________________________________________________________________
 FF1413* NAD 83(1986)-  35 11 44.     (N)    091 35 35.     (W)     SCALED    
 FF1413* NAVD 88     -        70.180  (meters)     230.25   (feet)  ADJUSTED  
 FF1413  ___________________________________________________________________
 FF1413  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1413  DYNAMIC HT  -          70.116 (meters)     230.04  (feet)  COMP
 FF1413  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 FF1413
 FF1413  VERT ORDER  -  SECOND    CLASS 0
 FF1413
 FF1413.The horizontal coordinates were scaled from a topographic map and have
 FF1413.an estimated accuracy of +/- 6 seconds.
 FF1413
 FF1413.The orthometric height was determined by differential leveling
 FF1413.and adjusted by the National Geodetic Survey in June 1991..
 FF1413
 FF1413.The geoid height was determined by GEOID03.
 FF1413
 FF1413.The dynamic height is computed by dividing the NAVD 88
 FF1413.geopotential number by the normal gravity value computed on the
 FF1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1413.degrees latitude (g = 980.6199 gals.).
 FF1413
 FF1413.The modeled gravity was interpolated from observed gravity values.
 FF1413
 FF1413;                    North         East    Units  Estimated Accuracy
 FF1413;SPC AR N     -    95,730.      437,060.      MT  (+/- 180 meters Scaled)
 FF1413
 FF1413                          SUPERSEDED SURVEY CONTROL
 FF1413
 FF1413  NGVD 29 (??/??/??)   70.140  (m)          230.12   (f) ADJUSTED    2 0
 FF1413
 FF1413.Superseded values are not recommended for survey control.
 FF1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1413.See file dsdata.txt to determine how the superseded data were derived.
 FF1413
 FF1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU280956(NAD 83)
 FF1413_MARKER: DD = SURVEY DISK
 FF1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1413_STAMPING: JEST 1934
 FF1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1413+STABILITY: SURFACE MOTION
 FF1413
 FF1413  HISTORY     - Date     Condition        Report By
 FF1413  HISTORY     - 1934     MONUMENTED       ARGS
 FF1413  HISTORY     - 1935     GOOD             CGS
 FF1413  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1413
 FF1413                          STATION DESCRIPTION
 FF1413
 FF1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1413'1.5 MI SE FROM WEST POINT.
 FF1413'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1413'RAILWAY FROM THE STATION AT WEST POINT, WHITE COUNTY, ABOUT 940
 FF1413'FEET NORTHWEST OF THE ROAD CROSSING ABOUT 25 POLES SOUTHEAST OF
 FF1413'MILEPOST 282, ABOUT 60 FEET WEST OF THE TWENTIETH POLE SOUTHEAST
 FF1413'OF MILEPOST 282, 29 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 FF1413'AND ON THE NORTH EMBANKMENT.  A STATE SURVEY STANDARD DISK,
 FF1413'STAMPED JEST 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FF1413'WITH THE GROUND.
 FF1413
 FF1413                          STATION RECOVERY (2003)
 FF1413
 FF1413'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1925 ***********************************************************************
 FG1925  DESIGNATION -  JETHRO
 FG1925  PID         -  FG1925
 FG1925  STATE/COUNTY-  AR/FRANKLIN
 FG1925  USGS QUAD   -  CRAVENS (1973)
 FG1925
 FG1925                         *CURRENT SURVEY CONTROL
 FG1925  ___________________________________________________________________
 FG1925* NAD 83(1997)-  35 35 39.47333(N)    093 53 49.01598(W)     ADJUSTED  
 FG1925* NAVD 88     -       340.0    (meters)    1115.     (feet)  VERTCON   
 FG1925  ___________________________________________________________________
 FG1925  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FG1925  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FG1925
 FG1925  HORZ ORDER  -  FIRST
 FG1925
 FG1925.The horizontal coordinates were established by classical geodetic methods
 FG1925.and adjusted by the National Geodetic Survey in September 1999..
 FG1925
 FG1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1925
 FG1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1925
 FG1925.The geoid height was determined by GEOID03.
 FG1925
 FG1925;                    North         East     Units Scale Factor Converg.
 FG1925;SPC AR N     -   141,549.103   228,114.008   MT  0.99993595   -1 06 13.8
 FG1925;SPC AR N     -   464,399.02    748,404.04   sFT  0.99993595   -1 06 13.8
 FG1925;UTM  15      - 3,939,321.904   418,747.029   MT  0.99968136   -0 31 19.5
 FG1925
 FG1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1925!SPC AR N     -   0.99995116  x   0.99993595  =   0.99988711
 FG1925!UTM  15      -   0.99995116  x   0.99968136  =   0.99963254
 FG1925
 FG1925|---------------------------------------------------------------------|
 FG1925| PID    Reference Object                     Distance      Geod. Az  |
 FG1925|                                                           dddmmss.s |
 FG1925| CJ7844 JETHRO RM 1                          16.717 METERS 02512     |
 FG1925| CJ7843 JETHRO AZ MK                                       1465359.1 |
 FG1925| CJ7845 JETHRO RM 2                          21.184 METERS 27617     |
 FG1925|---------------------------------------------------------------------|
 FG1925
 FG1925                          SUPERSEDED SURVEY CONTROL
 FG1925
 FG1925  NAD 83(1997)-  35 35 39.48412(N)    093 53 49.01453(W) AD(       ) 1
 FG1925  NAD 83(1986)-  35 35 39.48370(N)    093 53 49.01014(W) AD(       ) 1
 FG1925  NAD 27      -  35 35 39.18502(N)    093 53 48.29905(W) AD(       ) 1
 FG1925  NGVD 29 (07/19/86)  339.9    (m)         1115.     (f) VERT ANG       
 FG1925
 FG1925.Superseded values are not recommended for survey control.
 FG1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1925.See file dsdata.txt to determine how the superseded data were derived.
 FG1925
 FG1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1874739322(NAD 83)
 FG1925_MARKER: DS = TRIANGULATION STATION DISK
 FG1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1925
 FG1925  HISTORY     - Date     Condition        Report By
 FG1925  HISTORY     - 1971     MONUMENTED       NGS
 FG1925
 FG1925                          STATION DESCRIPTION
 FG1925
 FG1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1925'THE STATION IS LOCATED ABOUT 7 MILES NORTH AND 4 MILES WEST OF OZARK,
 FG1925'1 MILE SOUTH AND 3/4 MILE WEST OF THE SMALL COMMUNITY OF JETHRO, IN
 FG1925'THE NORTHEAST 1/4 SECTION OF SECTION 30, R 27 W., T 11 N., AND ON
 FG1925'PROPERTY OCCUPIED BY MR. CLYDE HOWE WHO LIVES JUST WEST OF THE
 FG1925'STATION.
 FG1925'
 FG1925'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FG1925'HIGHWAY 23, ABOUT 1 MILE WEST OF OZARK, GO NORTHERLY ON STATE
 FG1925'HIGHWAY 23 FOR 4.6 MILES TO THE JUNCTION OF STATE HIGHWAY 352 ON THE
 FG1925'RIGHT.  CONTINUE AHEAD ON STATE HIGHWAY 23 FOR 2.4 MILES TO A
 FG1925'GRAVELED ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON GRAVELED ROAD
 FG1925'FOR 1.9 MILES TO A T ROAD.  TURN LEFT AND GO WEST AND NORTHWEST FOR
 FG1925'0.9 MILE FOLLOWING MAIN ROAD TO A CROSSROAD IN THE COMMUNITY OF
 FG1925'JETHRO.  TURN LEFT AND GO SOUTHWEST AND WEST FOLLOWING THE MAIN
 FG1925'ROAD FOR 1 MILE TO WHERE ROAD TURNS LEFT, SOUTH.  TURN LEFT
 FG1925'FOLLOWING THE MAIN ROAD SOUTHERLY UP THE HILL FOR 0.65 MILE TO THE
 FG1925'TOP OF THE HILL AND A HOUSE ON LEFT, AND A HOUSE ON LEFT, AND WHERE
 FG1925'THE ROAD CURVES TO THE WEST.  HERE TURN LEFT AND PASS THROUGH
 FG1925'THE WOODEN GATE THAT IS JUST EAST OF THE OLD IMITATION BRICK
 FG1925'SHINGLED HOUSE AND GO 150 FEET SOUTHERLY TO THE SOUTHEAST CORNER
 FG1925'OF THE FENCE AREA AND THE STATION.
 FG1925'
 FG1925'STATION MARK IS A STANDARD DISK STAMPED JETHRO 1971.  THE SURFACE
 FG1925'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FG1925'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 46.5 FEET EAST
 FG1925'NORTHEAST OF THE WOODEN GATE, 17 FEET NORTHWEST OF THE SOUTHEAST
 FG1925'CORNER OF THE FENCED AREA, 14 FEET NORTH OF THE FENCE AND 12.3
 FG1925'FEET WEST OF THE FENCE.
 FG1925'
 FG1925'REFERENCE MARK 1, A STANDARD DISK STAMPED JETHRO NO 1 1971, IS SET IN
 FG1925'THE TOP OF A 12-INCH CYLINDRIAL CONCRETE MONUMENT THAT IS SET FLUSH
 FG1925'WITH THE GROUND SURFACE.  IT IS 65.5 FEET NORTH OF THE SOUTHEAST
 FG1925'FENCE CORNER AND 1.5 FEET WEST OF THE FENCE.
 FG1925'
 FG1925'REFERENCE MARK 2, A STANDARD DISK STAMPED JETHRO NO 2 1971, IS SET IN
 FG1925'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 FG1925'WITH THE GROUND SURFACE.  IT IS 28 FEET NORTHWEST OF THE WOODEN
 FG1925'GATE, 15 FEET NORTH OF THE SOUTHWEST FENCE CORNER, 1.5 FEET EAST OF
 FG1925'THE FENCE AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 FG1925'
 FG1925'AZIMUTH MARK, A STANDARD DISK STAMPED JETHRO 1971, IS SET IN THE TOP
 FG1925'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 FG1925'ABOVE THE GROUND SURFACE.  IT IS 38.5 FEET SOUTH OF A PINE TREE, 14
 FG1925'FEET WEST OF A POWER LINE POLE AND 2.2 FEET EAST OF A METAL
 FG1925'WITNESS POST.
 FG1925'
 FG1925'TO REACH THE AZIMUTH MARK FROM THE STATION, PASS THROUGH THE WOODEN
 FG1925'GATE AND GO SOUTHEAST ALONG THE POWER LINE FOR 0.2 MILE TO THE
 FG1925'SECOND POWER LINE POLE AND THE MARK.
 FG1925'
 FG1925'NOTE--*REFERENCE MARK 1 IS ALSO ABOUT 1-1/2 FEET LOWER IN ELEVATION
 FG1925'THAN THE STATION MARK.
 FG1925'
 FG1925'NOTE--THE UNDERGROUND STATION MARK DISK IS STAMPED JETHRO 1971 AND
 FG1925'IS SET 30 INCHES BELOW THE GROUND SURFACE.
 FG1925'
 FG1925'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1192 ***********************************************************************
 DM1192  DESIGNATION -  JEWELL
 DM1192  PID         -  DM1192
 DM1192  STATE/COUNTY-  AR/LITTLE RIVER
 DM1192  USGS QUAD   -  CERROGORDO (1975)
 DM1192
 DM1192                         *CURRENT SURVEY CONTROL
 DM1192  ___________________________________________________________________
 DM1192* NAD 83(1997)-  33 54 30.73205(N)    094 24 25.41631(W)     ADJUSTED  
 DM1192* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 DM1192  ___________________________________________________________________
 DM1192  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 DM1192  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DM1192
 DM1192  HORZ ORDER  -  SECOND
 DM1192
 DM1192.The horizontal coordinates were established by classical geodetic methods
 DM1192.and adjusted by the National Geodetic Survey in September 1999..
 DM1192
 DM1192.The orthometric height was scaled from a topographic map.
 DM1192
 DM1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1192
 DM1192.The geoid height was determined by GEOID03.
 DM1192
 DM1192;                    North         East     Units Scale Factor Converg.
 DM1192;SPC AR S     -   540,355.210   177,424.341   MT  0.99992087   -1 20 50.0
 DM1192;SPC AR S     - 1,772,815.38    582,099.69   sFT  0.99992087   -1 20 50.0
 DM1192;SPC OK S     -    69,717.337   932,219.808   MT  1.00000497   +2 02 21.9
 DM1192;SPC OK S     -   228,730.96  3,058,457.82   sFT  1.00000497   +2 02 21.9
 DM1192;UTM  15      - 3,752,905.961   369,916.974   MT  0.99980860   -0 47 06.2
 DM1192
 DM1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1192!SPC AR S     -   0.99998941  x   0.99992087  =   0.99991028
 DM1192!SPC OK S     -   0.99998941  x   1.00000497  =   0.99999438
 DM1192!UTM  15      -   0.99998941  x   0.99980860  =   0.99979801
 DM1192
 DM1192|---------------------------------------------------------------------|
 DM1192| PID    Reference Object                     Distance      Geod. Az  |
 DM1192|                                                           dddmmss.s |
 DM1192| CX6562 JEWELL RM 1                          22.025 METERS 18136     |
 DM1192| DM1191 JEWELL LOOKOUT TOWER AFC            APPROX. 7.4 KM 1853108.7 |
 DM1192| CX6561 JEWELL AZ MK                                       2022255.1 |
 DM1192| CX6563 JEWELL RM 2                          35.250 METERS 24111     |
 DM1192|---------------------------------------------------------------------|
 DM1192
 DM1192                          SUPERSEDED SURVEY CONTROL
 DM1192
 DM1192  NAD 83(1997)-  33 54 30.73418(N)    094 24 25.41433(W) AD(       ) 2
 DM1192  NAD 83(1997)-  33 54 30.73417(N)    094 24 25.41432(W) AD(       ) 2
 DM1192  NAD 83(1986)-  33 54 30.74031(N)    094 24 25.40865(W) AD(       ) 2
 DM1192  NAD 27      -  33 54 30.32300(N)    094 24 24.66500(W) AD(       ) 2
 DM1192
 DM1192.Superseded values are not recommended for survey control.
 DM1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1192.See file dsdata.txt to determine how the superseded data were derived.
 DM1192
 DM1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6991752906(NAD 83)
 DM1192_MARKER: DS = TRIANGULATION STATION DISK
 DM1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1192
 DM1192  HISTORY     - Date     Condition        Report By
 DM1192  HISTORY     - 1952     MONUMENTED       CGS
 DM1192  HISTORY     - 1963     GOOD             CGS
 DM1192
 DM1192                          STATION DESCRIPTION
 DM1192
 DM1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1192'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF HORATIO,
 DM1192'AND 4 MILES EAST OF CARROGORDO.  IT IS 66 FEET WEST OF THE
 DM1192'SOUTHWEST CORNER OF A CITIES SERVICE GAS STATION, 53 FEET
 DM1192'NORTH OF THE CENTERLINE OF A ROAD, 34 FEET WEST OF THE CENTERLINE
 DM1192'OF A ROAD AND 29 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER
 DM1192'OF A GARAGE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 DM1192'DISK IS STAMPED JEWELL 1952.
 DM1192'
 DM1192'REFERENCE MARK NO. 1 IS LOCATED IN THE EAST END OF A CONCRETE
 DM1192'ABUTMENT.  IT IS 18 FEET SOUTH OF THE CENTERLINE OF A ROAD.
 DM1192'THE MARK IS SET FLUSH AND THE DISK IS STAMPED JEWELL NO 1
 DM1192'1952.
 DM1192'
 DM1192'REFERENCE MARK NO. 2 IS 64 FEET NORTHEAST OF THE NORTH CORNER
 DM1192'OF A BRICK CHURCH HOUSE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 DM1192'THE DISK IS STAMPED JEWELL NO 2 1952.
 DM1192'
 DM1192'AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF STATE ROAD
 DM1192'41, 3 FEET NORTH OF A WHITE WITNESS POST AND 1.5 FEET WEST OF
 DM1192'A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS 6 INCHES AND
 DM1192'THE DISK IS STAMPED JEWELL 1952.
 DM1192'
 DM1192'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 DM1192'OF CORROGORDO, GO EAST ON MAIN ROAD FOR 4.35 MILES TO A
 DM1192'GAS STATION ON LEFT AND STATION AS DESCRIBED.
 DM1192'
 DM1192'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 DM1192'ROAD 41 FOR 0.2 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 DM1192'
 DM1192'TO REACH THE STATION FROM HORATIO GO SOUTHWESTERLY ON STATE
 DM1192'HIGHWAY 41 TO HIGHWAY BRIDGE OVER LITTLE RIVER.  CONTINUE
 DM1192'ON HIGHWAY ABOUT 1-1/2 MILES TO CITIES SERVICE GAS STATION
 DM1192'ON THE RIGHT AND THE STATION AS DESCRIBED.
 DM1192'
 DM1192'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1192
 DM1192                          STATION RECOVERY (1963)
 DM1192
 DM1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM1192'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DM1192'CONDITION.  THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF
 DM1192'THE STATION, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DM1192'16 FEET WEST OF THE RIGHT-OF-WAY FENCE AND ABOUT FLUSH WITH
 DM1192'THE GROUND.
 DM1192'
 DM1192'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DM1192'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1191 ***********************************************************************
 DM1191  DESIGNATION -  JEWELL LOOKOUT TOWER AFC
 DM1191  PID         -  DM1191
 DM1191  STATE/COUNTY-  AR/LITTLE RIVER
 DM1191  USGS QUAD   -  ARKINDA (1975)
 DM1191
 DM1191                         *CURRENT SURVEY CONTROL
 DM1191  ___________________________________________________________________
 DM1191* NAD 83(1997)-  33 50 33.26302(N)    094 24 52.91466(W)     ADJUSTED  
 DM1191* NAVD 88     -                                                        
 DM1191  ___________________________________________________________________
 DM1191  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DM1191  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DM1191
 DM1191  HORZ ORDER  -  THIRD
 DM1191
 DM1191.The horizontal coordinates were established by classical geodetic methods
 DM1191.and adjusted by the National Geodetic Survey in September 1999..
 DM1191
 DM1191
 DM1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1191
 DM1191.The geoid height was determined by GEOID03.
 DM1191
 DM1191;                    North         East     Units Scale Factor Converg.
 DM1191;SPC AR S     -   533,057.754   176,545.607   MT  0.99992404   -1 21 05.3
 DM1191;SPC AR S     - 1,748,873.65    579,216.71   sFT  0.99992404   -1 21 05.3
 DM1191;SPC OK S     -    62,380.058   931,773.650   MT  1.00001908   +2 02 06.3
 DM1191;SPC OK S     -   204,658.57  3,056,994.05   sFT  1.00001908   +2 02 06.3
 DM1191;UTM  15      - 3,745,601.046   369,110.056   MT  0.99981120   -0 47 16.7
 DM1191
 DM1191                          SUPERSEDED SURVEY CONTROL
 DM1191
 DM1191  NAD 83(1997)-  33 50 33.26640(N)    094 24 52.91244(W) AD(       ) 4
 DM1191  NAD 83(1997)-  33 50 33.26638(N)    094 24 52.91242(W) AD(       ) 4
 DM1191  NAD 83(1986)-  33 50 33.26733(N)    094 24 52.90673(W) AD(       ) 4
 DM1191  NAD 27      -  33 50 32.85200(N)    094 24 52.20200(W) AD(       ) 3
 DM1191
 DM1191.Superseded values are not recommended for survey control.
 DM1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1191.See file dsdata.txt to determine how the superseded data were derived.
 DM1191
 DM1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6911045601(NAD 83)
 DM1191_MARKER: 57 = LOOKOUT TOWER
 DM1191
 DM1191  HISTORY     - Date     Condition        Report By
 DM1191  HISTORY     - 1941     FIRST OBSERVED   CGS
 DM1191
 DM1191                          STATION DESCRIPTION
 DM1191
 DM1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DM1191'THIS INTERSECTION STATION IS LOCATED ABOUT 3.5 MILES W AND 0.5
 DM1191'MILE N OF WINTHROP, 500 FEET S AND 20 FEET W OF THE NE CORNER
 DM1191'OF SEC. 4, T. 32, R. 11.  IT IS 0.75 MILE S OF STATE HIGHWAY 41
 DM1191'AND 130 FEET E OF A N-AND-S DIRT ROAD.
 DM1191'
 DM1191'THE STRUCTURE IS OF STEEL AND IS 115 FEET HIGH.  THERE IS AN
 DM1191'8- BY 8-FOOT ENCLOSED CROWS NEST AT THE TOP, WHICH HAS WINDOWS
 DM1191'ON ALL SIDES.  IT WAS BUILT IN 1936.  THE POINT LOCATED WAS
 DM1191'THE CENTER OF THE TOP OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1412 ***********************************************************************
 FF1412  DESIGNATION -  JIBE
 FF1412  PID         -  FF1412
 FF1412  STATE/COUNTY-  AR/WHITE
 FF1412  USGS QUAD   -  WEST POINT (1994)
 FF1412
 FF1412                         *CURRENT SURVEY CONTROL
 FF1412  ___________________________________________________________________
 FF1412* NAD 83(1986)-  35 10 59.     (N)    091 34 00.     (W)     SCALED    
 FF1412* NAVD 88     -        64.594  (meters)     211.92   (feet)  ADJUSTED  
 FF1412  ___________________________________________________________________
 FF1412  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1412  DYNAMIC HT  -          64.536 (meters)     211.73  (feet)  COMP
 FF1412  MODELED GRAV-     979,727.3   (mgal)                       NAVD 88
 FF1412
 FF1412  VERT ORDER  -  SECOND    CLASS 0
 FF1412
 FF1412.The horizontal coordinates were scaled from a topographic map and have
 FF1412.an estimated accuracy of +/- 6 seconds.
 FF1412
 FF1412.The orthometric height was determined by differential leveling
 FF1412.and adjusted by the National Geodetic Survey in June 1991..
 FF1412
 FF1412.The geoid height was determined by GEOID03.
 FF1412
 FF1412.The dynamic height is computed by dividing the NAVD 88
 FF1412.geopotential number by the normal gravity value computed on the
 FF1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1412.degrees latitude (g = 980.6199 gals.).
 FF1412
 FF1412.The modeled gravity was interpolated from observed gravity values.
 FF1412
 FF1412;                    North         East    Units  Estimated Accuracy
 FF1412;SPC AR N     -    94,360.      439,470.      MT  (+/- 180 meters Scaled)
 FF1412
 FF1412                          SUPERSEDED SURVEY CONTROL
 FF1412
 FF1412  NGVD 29 (??/??/??)   64.556  (m)          211.80   (f) ADJUSTED    2 0
 FF1412
 FF1412.Superseded values are not recommended for survey control.
 FF1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1412.See file dsdata.txt to determine how the superseded data were derived.
 FF1412
 FF1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU305942(NAD 83)
 FF1412_MARKER: DD = SURVEY DISK
 FF1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1412_STAMPING: JIBE 1934
 FF1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1412+STABILITY: SURFACE MOTION
 FF1412
 FF1412  HISTORY     - Date     Condition        Report By
 FF1412  HISTORY     - 1934     MONUMENTED       ARGS
 FF1412  HISTORY     - 1935     GOOD             CGS
 FF1412  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1412
 FF1412                          STATION DESCRIPTION
 FF1412
 FF1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1412'3.2 MI SE FROM WEST POINT.
 FF1412'ABOUT 3.2 MILES SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1412'RAILWAY FROM THE STATION AT WEST POINT, WHITE COUNTY, ABOUT 460
 FF1412'FEET SOUTHEAST OF THE DIRT-ROAD CROSSING AT THE STATION AT ANDREWS,
 FF1412'99 FEET SOUTH OF THE ELEVENTH POLE SOUTHEAST OF MILEPOST 284,
 FF1412'ON THE SOUTHEAST END OF AN EMBANKMENT, 34 FEET SOUTH OF THE
 FF1412'CENTER LINE OF THE TRACK, 45 FEET NORTHEAST OF THE CENTER LINE
 FF1412'OF THE WEST POINT-GEORGETOWN ROAD, AND ABOUT 4 FEET HIGHER THAN
 FF1412'THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED JIBE 1934 AND
 FF1412'SET IN THE TOP OF A CONCRETE POST.
 FF1412
 FF1412                          STATION RECOVERY (2003)
 FF1412
 FF1412'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2130 ***********************************************************************
 FF2130  DESIGNATION -  JIM CRANE ELEVATOR
 FF2130  PID         -  FF2130
 FF2130  STATE/COUNTY-  AR/CRAIGHEAD
 FF2130  USGS QUAD   -  HERMAN (1980)
 FF2130
 FF2130                         *CURRENT SURVEY CONTROL
 FF2130  ___________________________________________________________________
 FF2130* NAD 83(1997)-  35 46 43.90781(N)    090 48 54.35061(W)     ADJUSTED  
 FF2130* NAVD 88     -                                                        
 FF2130  ___________________________________________________________________
 FF2130  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FF2130  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FF2130
 FF2130  HORZ ORDER  -  THIRD
 FF2130
 FF2130.The horizontal coordinates were established by classical geodetic methods
 FF2130.and adjusted by the National Geodetic Survey in September 1999..
 FF2130
 FF2130
 FF2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2130
 FF2130.The geoid height was determined by GEOID03.
 FF2130
 FF2130;                    North         East     Units Scale Factor Converg.
 FF2130;SPC AR N     -   161,014.706   507,123.822   MT  0.99994168   +0 41 22.2
 FF2130;SPC AR N     -   528,262.41  1,663,788.74   sFT  0.99994168   +0 41 22.2
 FF2130;UTM  15      - 3,961,623.705   697,483.645   MT  1.00008059   +1 16 40.2
 FF2130
 FF2130                          SUPERSEDED SURVEY CONTROL
 FF2130
 FF2130  NAD 83(1997)-  35 46 43.91329(N)    090 48 54.35214(W) AD(       ) 4
 FF2130  NAD 83(1986)-  35 46 43.91960(N)    090 48 54.34976(W) AD(       ) 4
 FF2130  NAD 27      -  35 46 43.64000(N)    090 48 53.94000(W) AD(       ) 3
 FF2130
 FF2130.Superseded values are not recommended for survey control.
 FF2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2130.See file dsdata.txt to determine how the superseded data were derived.
 FF2130
 FF2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9748461624(NAD 83)
 FF2130_MARKER: 65 = GRAIN ELEVATOR
 FF2130
 FF2130  HISTORY     - Date     Condition        Report By
 FF2130  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2130
 FF2130                          STATION DESCRIPTION
 FF2130
 FF2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2130'THE STATION IS ABOUT 3 MILES SOUTH OF GILKERSON ON THE EAST
 FF2130'SIDE OF STATE HIGHWAY 39.  IT IS A CONCRETE STRUCTURE ABOUT
 FF2130'200 FEET HIGH.  THE POINT OBSERVED ON WAS THE CENTER OF THE
 FF2130'CUPOLA ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1753 ***********************************************************************
 EJ1753  DESIGNATION -  JIMERSON
 EJ1753  PID         -  EJ1753
 EJ1753  STATE/COUNTY-  AR/PULASKI
 EJ1753  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1753
 EJ1753                         *CURRENT SURVEY CONTROL
 EJ1753  ___________________________________________________________________
 EJ1753* NAD 83(1997)-  34 46 48.26155(N)    092 22 24.40499(W)     ADJUSTED  
 EJ1753* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 EJ1753  ___________________________________________________________________
 EJ1753  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 EJ1753  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EJ1753
 EJ1753  HORZ ORDER  -  SECOND
 EJ1753
 EJ1753.The horizontal coordinates were established by classical geodetic methods
 EJ1753.and adjusted by the National Geodetic Survey in September 1999..
 EJ1753
 EJ1753.The orthometric height was scaled from a topographic map.
 EJ1753
 EJ1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1753
 EJ1753.The geoid height was determined by GEOID03.
 EJ1753
 EJ1753;                    North         East     Units Scale Factor Converg.
 EJ1753;SPC AR S     -   634,473.449   365,817.823   MT  1.00000302   -0 12 32.5
 EJ1753;SPC AR S     - 2,081,601.64  1,200,187.31   sFT  1.00000302   -0 12 32.5
 EJ1753;UTM  15      - 3,848,833.204   557,327.061   MT  0.99964050   +0 21 26.7
 EJ1753
 EJ1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1753!SPC AR S     -   0.99997564  x   1.00000302  =   0.99997866
 EJ1753!UTM  15      -   0.99997564  x   0.99964050  =   0.99961615
 EJ1753
 EJ1753|---------------------------------------------------------------------|
 EJ1753| PID    Reference Object                     Distance      Geod. Az  |
 EJ1753|                                                           dddmmss.s |
 EJ1753| CY6762 JIMERSON RM 2                        29.297 METERS 01108     |
 EJ1753| EJ1755 LITTLE ROCK MUNICIPAL SPIPE         APPROX. 3.2 KM 1000604.9 |
 EJ1753| CY6761 JIMERSON RM 1                        22.247 METERS 11144     |
 EJ1753| CY6760 JIMERSON AZ MK                                     3162115.8 |
 EJ1753|---------------------------------------------------------------------|
 EJ1753
 EJ1753                          SUPERSEDED SURVEY CONTROL
 EJ1753
 EJ1753  NAD 83(1986)-  34 46 48.27408(N)    092 22 24.39356(W) AD(       ) 2
 EJ1753  NAD 27      -  34 46 47.94600(N)    092 22 23.83600(W) AD(       ) 2
 EJ1753
 EJ1753.Superseded values are not recommended for survey control.
 EJ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1753.See file dsdata.txt to determine how the superseded data were derived.
 EJ1753
 EJ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5732748833(NAD 83)
 EJ1753_MARKER: DS = TRIANGULATION STATION DISK
 EJ1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1753
 EJ1753  HISTORY     - Date     Condition        Report By
 EJ1753  HISTORY     - 1940     MONUMENTED       CGS
 EJ1753  HISTORY     - 1967     GOOD             CGS
 EJ1753  HISTORY     - 1989     GOOD             USPSQD
 EJ1753
 EJ1753                          STATION DESCRIPTION
 EJ1753
 EJ1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1753'STATION IS LOCATED ABOUT 7 MILES NW OF LITTLE ROCK AND ABOUT
 EJ1753'0.2 MILE NW OF THE LITTLE ROCK, CITY WATER SUPPLY RESERVOIR,
 EJ1753'ON THE S SIDE OF STATE HIGHWAY 10.  THE LAND IS HEAVILY
 EJ1753'TIMBERED WITH PINE.
 EJ1753'
 EJ1753'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 EJ1753'SET IN CONCRETE AS DESCRIBED.
 EJ1753'
 EJ1753'STATION PROJECTS 4 INCHES AND IS 9 FEET S OF A WHITE REFERENCE
 EJ1753'POST, 23 FEET NW OF AN 18-INCH PINE TREE 22 FEET SE OF A
 EJ1753'TRIANGLE-BLAZED 18-INCH OAK TREE, AND 53 FEET S OF THE CENTER
 EJ1753'OF STATE HIGHWAY 10.
 EJ1753'
 EJ1753'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND IS 32 FEET S OF
 EJ1753'THE CENTER OF STATE HIGHWAY 10, 12 FEET NE OF A TRIANGLE
 EJ1753'BLAZED 8-INCH PINE TREE AND IS ON THE SAME LEVEL AS THE
 EJ1753'STATION.
 EJ1753'
 EJ1753'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS 31.6 FEET N
 EJ1753'OF THE CENTER OF STATE HIGHWAY 10, 21 FEET NE OF A MAIL
 EJ1753'BOX LETTERED W.G. MCKEE, 17 FEET W OF A TRIANGLE-BLAZED
 EJ1753'10-INCH PINE TREE, 23 FEET SE OF A TRIANGLE-BLAZED 10-INCH
 EJ1753'PINE TREE, AND ABOUT 3 FEET LOWER THAN THE STATION.
 EJ1753'
 EJ1753'THE AZIMUTH MARK IS LOCATED ON THE N SIDE OF STATE HIGHWAY
 EJ1753'10 AT THE EDGE OF WOODS.  MARK PROJECTS 4 INCHES AND IS
 EJ1753'3.8 FEET S OF A WHITE REFERENCE POST, 41.6 FEET N OF THE
 EJ1753'CENTER OF STATE HIGHWAY 10, 5 FEET E OF A TRIANGLE-BLAZED
 EJ1753'8-INCH PINE TREE AND 57 FEET NW OF A STATE HIGHWAY SIGN.
 EJ1753'
 EJ1753'TO REACH AZIMUTH FROM THE STATION, GO NW ON STATE HIGHWAY
 EJ1753'10 FOR 0.35 MILE TO A TRIANGLE-BLAZED PINE TREE ON THE N
 EJ1753'SIDE OF THE ROAD AND AZIMUTH.
 EJ1753'
 EJ1753'TO REACH THE STATION FROM THE POST OFFICE IN LITTLE ROCK,
 EJ1753'GO NW ON STATE HIGHWAY 10 FOR 6.85 MILES TO THE GATE OF
 EJ1753'THE CITY RESERVOIR ON THE LEFT (S) SIDE OF THE ROAD, CONTINUE
 EJ1753'ON STATE HIGHWAY 10 FOR 0.2 MILE TO A TRIANGLE-BLAZED OAK
 EJ1753'TREE ON THE LEFT (S) AND STATION.
 EJ1753'
 EJ1753'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 EJ1753
 EJ1753                          STATION RECOVERY (1967)
 EJ1753
 EJ1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1753'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS, 1 AND 2
 EJ1753'WERE RECOVERED IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT
 EJ1753'OF THE MARKS.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EJ1753'
 EJ1753'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF LITTLE
 EJ1753'ROCK, 1/4 MILE NORTHWEST OF THE LITTLE ROCK CITY WATER SUPPLY
 EJ1753'RESERVOIR AND ON THE SOUTH SIDE OF STATE HIGHWAY 10.
 EJ1753'
 EJ1753'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND
 EJ1753'STATE HIGHWAY 10 IN LITTLE ROCK, GO WEST ON STATE HIGHWAY
 EJ1753'10 FOR 7.5 MILES TO A GATE ON THE LEFT AT THE ENTRANCE TO
 EJ1753'THE RESERVOIR.  CONTINUE AHEAD AND GO WEST ON STATE HIGHWAY
 EJ1753'10 FOR 0.2 MILE TO HOUSE NUMBER 8615 AND THE STATION ON
 EJ1753'THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 EJ1753'WEST ON STATE HIGHWAY 10 FOR 0.35 MILE TO THE HOME OF JAMES
 EJ1753'W. TRIMBLE AND THE AZIMUTH MARK ON THE RIGHT.
 EJ1753'
 EJ1753'STATION IS A STANDARD DISK, STAMPED JIMERSON 1940, SET IN
 EJ1753'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6
 EJ1753'INCHES.  IT IS 67 FEET NORTH OF THE NORTHEAST CORNER OF
 EJ1753'HOUSE NUMBER 8615, 53 FEET SOUTH OF THE CENTER OF STATE
 EJ1753'HIGHWAY 10, 52 FEET SOUTHWEST OF A POWERLINE POLE AND IN
 EJ1753'A FLOWER BED.
 EJ1753'
 EJ1753'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JIMERSON NO
 EJ1753'1 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 EJ1753'FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET SOUTH OF THE
 EJ1753'CENTER OF STATE HIGHWAY 10, 25 FEET EAST OF THE POWERLINE
 EJ1753'POLE, 11 FEET EAST OF THE CENTER OF A DRIVEWAY, 3.4 FEET
 EJ1753'NORTHEAST OF A WATER METER AND IN THE NORTHEAST CORNER OF
 EJ1753'THE YARD JUST EAST OF THE STATION.
 EJ1753'
 EJ1753'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JIMERSON NO
 EJ1753'2 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 EJ1753'PROJECTING 4 INCHES.  IT IS 41 FEET EAST OF A FIREPLUG,
 EJ1753'31 FEET NORTH OF STATE HIGHWAY 10, 30 FEET EAST OF A TELEPHONE
 EJ1753'LINE POLE AND 2 FEET EAST OF A METAL WITNESS POST.
 EJ1753'
 EJ1753'AZIMUTH MARK IS A STANDARD DISK, STAMPED JIMERSON 1940,
 EJ1753'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST 1 INCH
 EJ1753'BELOW THE GROUND SURFACE.  IT IS 42 FEET NORTH OF THE CENTER
 EJ1753'OF THE HIGHWAY, 34.5 FEET WEST-NORTHWEST OF A TELEPHONE
 EJ1753'LINE POLE, 12 FEET WEST OF THE CENTER OF THE EAST DRIVEWAY,
 EJ1753'8.3 FEET SOUTHEAST OF A BUTANE YARD LIGHT, 4.6 FEET SOUTHEAST
 EJ1753'OF THE NORTH END OF A BRICK BANISTER AND IN THE SOUTHEAST
 EJ1753'PART OF THE YARD OF JAMES W. TRIMBLE.
 EJ1753
 EJ1753                          STATION RECOVERY (1989)
 EJ1753
 EJ1753'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0921 ***********************************************************************
 DK0921  DESIGNATION -  JJ 245
 DK0921  PID         -  DK0921
 DK0921  STATE/COUNTY-  AR/DESHA
 DK0921  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK0921
 DK0921                         *CURRENT SURVEY CONTROL
 DK0921  ___________________________________________________________________
 DK0921* NAD 83(1986)-  33 39 50.     (N)    091 25 03.     (W)     SCALED    
 DK0921* NAVD 88     -        43.491  (meters)     142.69   (feet)  ADJUSTED  
 DK0921  ___________________________________________________________________
 DK0921  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0921  DYNAMIC HT  -          43.447 (meters)     142.54  (feet)  COMP
 DK0921  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DK0921
 DK0921  VERT ORDER  -  FIRST     CLASS II
 DK0921
 DK0921.The horizontal coordinates were scaled from a topographic map and have
 DK0921.an estimated accuracy of +/- 6 seconds.
 DK0921
 DK0921.The orthometric height was determined by differential leveling
 DK0921.and adjusted by the National Geodetic Survey in June 1991..
 DK0921
 DK0921.The geoid height was determined by GEOID03.
 DK0921
 DK0921.The dynamic height is computed by dividing the NAVD 88
 DK0921.geopotential number by the normal gravity value computed on the
 DK0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0921.degrees latitude (g = 980.6199 gals.).
 DK0921
 DK0921.The modeled gravity was interpolated from observed gravity values.
 DK0921
 DK0921;                    North         East    Units  Estimated Accuracy
 DK0921;SPC AR S     -   510,760.      454,020.      MT  (+/- 180 meters Scaled)
 DK0921
 DK0921                          SUPERSEDED SURVEY CONTROL
 DK0921
 DK0921  NGVD 29 (??/??/??)   43.615  (m)          143.09   (f) ADJUSTED    1 2
 DK0921
 DK0921.Superseded values are not recommended for survey control.
 DK0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0921.See file dsdata.txt to determine how the superseded data were derived.
 DK0921
 DK0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT467260(NAD 83)
 DK0921_MARKER: DB = BENCH MARK DISK
 DK0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0921_STAMPING: J J 245 1938
 DK0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0921+STABILITY: SURFACE MOTION
 DK0921
 DK0921  HISTORY     - Date     Condition        Report By
 DK0921  HISTORY     - 1938     MONUMENTED       CGS
 DK0921  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0921  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0921  HISTORY     - 20031022 MARK NOT FOUND   ARHD
 DK0921
 DK0921                          STATION DESCRIPTION
 DK0921
 DK0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DK0921'2.9 MI NW FROM MCGEHEE.
 DK0921'2.9 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0921'STATION AT MCGEHEE, DESHA COUNTY, ABOUT 3.7 MILES SOUTHEAST OF THE
 DK0921'STATION AT TILLAR, DREW COUNTY, 9 FEET SOUTHEAST OF POLE 444+10,
 DK0921'BETWEEN THE TRACK AND NEW U.S. HIGHWAY 65, 69 FEET SOUTHWEST OF THE
 DK0921'CENTERLINE OF THE HIGHWAY, AND 39 FEET NORTHEAST OF THE NORTHEAST
 DK0921'RAIL.  A STANDARD DISK, STAMPED J J 245 1938 AND SET IN THE TOP OF A
 DK0921'CONCRETE POST.
 DK0921
 DK0921                          STATION RECOVERY (1977)
 DK0921
 DK0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0921'MARK NOT FOUND.
 DK0921
 DK0921                          STATION RECOVERY (1977)
 DK0921
 DK0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0921'MARK NOT FOUND.
 DK0921
 DK0921                          STATION RECOVERY (2003)
 DK0921
 DK0921'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DK0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1162 ***********************************************************************
 FF1162  DESIGNATION -  JJ 246
 FF1162  PID         -  FF1162
 FF1162  STATE/COUNTY-  AR/CRAIGHEAD
 FF1162  USGS QUAD   -  GRUBBS (1965)
 FF1162
 FF1162                         *CURRENT SURVEY CONTROL
 FF1162  ___________________________________________________________________
 FF1162* NAD 83(1986)-  35 42 23.     (N)    091 00 22.     (W)     SCALED    
 FF1162* NAVD 88     -        74.412  (meters)     244.13   (feet)  ADJUSTED  
 FF1162  ___________________________________________________________________
 FF1162  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF1162  DYNAMIC HT  -          74.349 (meters)     243.93  (feet)  COMP
 FF1162  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 FF1162
 FF1162  VERT ORDER  -  SECOND    CLASS 0
 FF1162
 FF1162.The horizontal coordinates were scaled from a topographic map and have
 FF1162.an estimated accuracy of +/- 6 seconds.
 FF1162
 FF1162.The orthometric height was determined by differential leveling
 FF1162.and adjusted by the National Geodetic Survey in June 1991..
 FF1162
 FF1162.The geoid height was determined by GEOID03.
 FF1162
 FF1162.The dynamic height is computed by dividing the NAVD 88
 FF1162.geopotential number by the normal gravity value computed on the
 FF1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1162.degrees latitude (g = 980.6199 gals.).
 FF1162
 FF1162.The modeled gravity was interpolated from observed gravity values.
 FF1162
 FF1162;                    North         East    Units  Estimated Accuracy
 FF1162;SPC AR N     -   152,780.      489,940.      MT  (+/- 180 meters Scaled)
 FF1162
 FF1162                          SUPERSEDED SURVEY CONTROL
 FF1162
 FF1162  NGVD 29 (??/??/??)   74.339  (m)          243.89   (f) ADJUSTED    2 0
 FF1162
 FF1162.Superseded values are not recommended for survey control.
 FF1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1162.See file dsdata.txt to determine how the superseded data were derived.
 FF1162
 FF1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV803532(NAD 83)
 FF1162_MARKER: DB = BENCH MARK DISK
 FF1162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1162_SP_SET: CULVERT
 FF1162_STAMPING: JJ 246 1938
 FF1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1162
 FF1162  HISTORY     - Date     Condition        Report By
 FF1162  HISTORY     - 1938     MONUMENTED       CGS
 FF1162  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1162
 FF1162                          STATION DESCRIPTION
 FF1162
 FF1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1162'7.8 MI SW FROM CASH.
 FF1162'ABOUT 7.8 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 FF1162'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 3.5 MILES SOUTHWEST OF
 FF1162'RISHER, 447 FEET SOUTHWEST OF THE CRAIGHEAD COUNTY LINE AND A
 FF1162'ROAD LEADING WEST, 465 FEET SOUTHWEST OF A FARMHOUSE NORTHEAST OF
 FF1162'THE HIGHWAY, AT A 4- BY 4-FOOT CONCRETE BOX CULVERT ON THE TOP OF
 FF1162'THE NORTHEAST HEAD WALL, AND 8 INCHES FROM THE NORTH END.  A
 FF1162'STANDARD DISK, STAMPED JJ 246 1938.
 FF1162
 FF1162                          STATION RECOVERY (1964)
 FF1162
 FF1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1407 ***********************************************************************
 FF1407  DESIGNATION -  JOBE
 FF1407  PID         -  FF1407
 FF1407  STATE/COUNTY-  AR/WHITE
 FF1407  USGS QUAD   -  WEST POINT (1994)
 FF1407
 FF1407                         *CURRENT SURVEY CONTROL
 FF1407  ___________________________________________________________________
 FF1407* NAD 83(1986)-  35 09 34.     (N)    091 30 48.     (W)     SCALED    
 FF1407* NAVD 88     -        60.322  (meters)     197.91   (feet)  ADJUSTED  
 FF1407  ___________________________________________________________________
 FF1407  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1407  DYNAMIC HT  -          60.267 (meters)     197.73  (feet)  COMP
 FF1407  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 FF1407
 FF1407  VERT ORDER  -  SECOND    CLASS 0
 FF1407
 FF1407.The horizontal coordinates were scaled from a topographic map and have
 FF1407.an estimated accuracy of +/- 6 seconds.
 FF1407
 FF1407.The orthometric height was determined by differential leveling
 FF1407.and adjusted by the National Geodetic Survey in June 1991..
 FF1407
 FF1407.The geoid height was determined by GEOID03.
 FF1407
 FF1407.The dynamic height is computed by dividing the NAVD 88
 FF1407.geopotential number by the normal gravity value computed on the
 FF1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1407.degrees latitude (g = 980.6199 gals.).
 FF1407
 FF1407.The modeled gravity was interpolated from observed gravity values.
 FF1407
 FF1407;                    North         East    Units  Estimated Accuracy
 FF1407;SPC AR N     -    91,760.      444,340.      MT  (+/- 180 meters Scaled)
 FF1407
 FF1407                          SUPERSEDED SURVEY CONTROL
 FF1407
 FF1407  NGVD 29 (??/??/??)   60.286  (m)          197.79   (f) ADJUSTED    2 0
 FF1407
 FF1407.Superseded values are not recommended for survey control.
 FF1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1407.See file dsdata.txt to determine how the superseded data were derived.
 FF1407
 FF1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU354917(NAD 83)
 FF1407_MARKER: DD = SURVEY DISK
 FF1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1407_STAMPING: JOBE 1934
 FF1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1407+STABILITY: SURFACE MOTION
 FF1407
 FF1407  HISTORY     - Date     Condition        Report By
 FF1407  HISTORY     - 1934     MONUMENTED       ARGS
 FF1407  HISTORY     - 1963     MARK NOT FOUND   USGS
 FF1407
 FF1407                          STATION DESCRIPTION
 FF1407
 FF1407'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 FF1407'4 MI NW FROM GEORGETOWN.
 FF1407'ABOUT 4 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1407'RAILWAY FROM THE STATION AT GEORGETOWN, WHITE COUNTY, ABOUT
 FF1407'297 FEET WEST OF THE TWENTY-FIFTH POLE SOUTHEAST OF MILEPOST
 FF1407'287, ABOUT 385 FEET SOUTHEAST OF THE SOUTHEAST END OF TRESTLE
 FF1407'287.7, ABOUT 245 FEET NORTHWEST OF A CATTLE GUARD, 47 FEET NORTH
 FF1407'OF THE NORTHEAST CORNER OF THE MORE EASTERLY OF A PAIR OF TWIN
 FF1407'HOUSES, 27 FEET SOUTHWEST OF THE CENTER OF A DIRT-ROAD CROSSING,
 FF1407'AND 16 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STATE
 FF1407'SURVEY STANDARD DISK, STAMPED JOBE 1934 AND SET IN THE TOP OF A
 FF1407'CONCRETE POST.
 FF1407
 FF1407                          STATION RECOVERY (1963)
 FF1407
 FF1407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FF1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1266 ***********************************************************************
 FF1266  DESIGNATION -  JOHN
 FF1266  PID         -  FF1266
 FF1266  STATE/COUNTY-  AR/WHITE
 FF1266  USGS QUAD   -  GEORGETOWN (1993)
 FF1266
 FF1266                         *CURRENT SURVEY CONTROL
 FF1266  ___________________________________________________________________
 FF1266* NAD 83(1986)-  35 08 52.     (N)    091 29 19.     (W)     SCALED    
 FF1266* NAVD 88     -        60.989  (meters)     200.09   (feet)  ADJUSTED  
 FF1266  ___________________________________________________________________
 FF1266  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1266  DYNAMIC HT  -          60.933 (meters)     199.91  (feet)  COMP
 FF1266  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 FF1266
 FF1266  VERT ORDER  -  SECOND    CLASS 0
 FF1266
 FF1266.The horizontal coordinates were scaled from a topographic map and have
 FF1266.an estimated accuracy of +/- 6 seconds.
 FF1266
 FF1266.The orthometric height was determined by differential leveling
 FF1266.and adjusted by the National Geodetic Survey in June 1991..
 FF1266
 FF1266.The geoid height was determined by GEOID03.
 FF1266
 FF1266.The dynamic height is computed by dividing the NAVD 88
 FF1266.geopotential number by the normal gravity value computed on the
 FF1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1266.degrees latitude (g = 980.6199 gals.).
 FF1266
 FF1266.The modeled gravity was interpolated from observed gravity values.
 FF1266
 FF1266;                    North         East    Units  Estimated Accuracy
 FF1266;SPC AR N     -    90,480.      446,600.      MT  (+/- 180 meters Scaled)
 FF1266
 FF1266                          SUPERSEDED SURVEY CONTROL
 FF1266
 FF1266  NGVD 29 (??/??/??)   60.954  (m)          199.98   (f) ADJUSTED    2 0
 FF1266
 FF1266.Superseded values are not recommended for survey control.
 FF1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1266.See file dsdata.txt to determine how the superseded data were derived.
 FF1266
 FF1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU376904(NAD 83)
 FF1266_MARKER: DD = SURVEY DISK
 FF1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1266_STAMPING: JOHN 1934
 FF1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1266+STABILITY: SURFACE MOTION
 FF1266
 FF1266  HISTORY     - Date     Condition        Report By
 FF1266  HISTORY     - 1934     MONUMENTED       ARGS
 FF1266  HISTORY     - 1935     GOOD             CGS
 FF1266  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1266
 FF1266                          STATION DESCRIPTION
 FF1266
 FF1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1266'2.4 MI NW FROM GEORGETOWN.
 FF1266'ABOUT 2.4 MILES NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1266'RAILWAY FROM THE STATION AT GEORGETOWN, WHITE COUNTY, ABOUT 515
 FF1266'FEET NORTH OF A DIRT-ROAD CROSSING, 57 FEET NORTHWEST OF THE
 FF1266'THIRTEENTH POLE SOUTHEAST OF MILEPOST 289, ON THE OUTSIDE OF A
 FF1266'CURVE, AT THE INTERSECTION OF THE PROLONGATIONS OF THE NORTH
 FF1266'RAILS OF THE TANGENTS, 34 FEET NORTHEAST OF THE CENTER LINE OF
 FF1266'THE TRACK, 45 FEET WEST OF THE CENTER LINE OF A COUNTY ROAD, AND
 FF1266'ABOUT 4 FEET LOWER THAN THE TRACK.  A STATE SURVEY STANDARD
 FF1266'DISK, STAMPED JOHN 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1266
 FF1266                          STATION RECOVERY (2003)
 FF1266
 FF1266'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0831 ***********************************************************************
 EK0831  DESIGNATION -  JOHNSON
 EK0831  PID         -  EK0831
 EK0831  STATE/COUNTY-  AR/SCOTT
 EK0831  USGS QUAD   -  ACORN (1975)
 EK0831
 EK0831                         *CURRENT SURVEY CONTROL
 EK0831  ___________________________________________________________________
 EK0831* NAD 83(1997)-  34 43 03.99917(N)    094 09 03.42954(W)     ADJUSTED  
 EK0831* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 EK0831  ___________________________________________________________________
 EK0831  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 EK0831  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EK0831
 EK0831  HORZ ORDER  -  SECOND
 EK0831
 EK0831.The horizontal coordinates were established by classical geodetic methods
 EK0831.and adjusted by the National Geodetic Survey in September 1999..
 EK0831
 EK0831.The orthometric height was scaled from a topographic map.
 EK0831
 EK0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0831
 EK0831.The geoid height was determined by GEOID03.
 EK0831
 EK0831;                    North         East     Units Scale Factor Converg.
 EK0831;SPC AR N     -    44,803.777   202,977.616   MT  1.00004936   -1 15 05.9
 EK0831;SPC AR N     -   146,993.73    665,935.73   sFT  1.00004936   -1 15 05.9
 EK0831;SPC AR S     -   629,570.187   202,988.244   MT  0.99998946   -1 12 13.9
 EK0831;SPC AR S     - 2,065,514.86    665,970.60   sFT  0.99998946   -1 12 13.9
 EK0831;UTM  15      - 3,842,349.304   394,611.826   MT  0.99973689   -0 39 20.0
 EK0831
 EK0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0831!SPC AR N     -   0.99996049  x   1.00004936  =   1.00000985
 EK0831!SPC AR S     -   0.99996049  x   0.99998946  =   0.99994995
 EK0831!UTM  15      -   0.99996049  x   0.99973689  =   0.99969739
 EK0831
 EK0831|---------------------------------------------------------------------|
 EK0831| PID    Reference Object                     Distance      Geod. Az  |
 EK0831|                                                           dddmmss.s |
 EK0831| CX6571 JOHNSON RM 1                         25.088 METERS 06946     |
 EK0831| EK0821 WOLF PINNACLE LOOKOUT TOWER         APPROX. 3.9 KM 1344709.8 |
 EK0831| CX6570 JOHNSON AZ MK                                      2454346.4 |
 EK0831| EK0838 RICH MTN LOOKOUT TOWER              APPROX.17.0 KM 2533421.9 |
 EK0831| CX6572 JOHNSON RM 2                         14.360 METERS 26457     |
 EK0831|---------------------------------------------------------------------|
 EK0831
 EK0831                          SUPERSEDED SURVEY CONTROL
 EK0831
 EK0831  NAD 83(1997)-  34 43 04.00297(N)    094 09 03.42817(W) AD(       ) 2
 EK0831  NAD 83(1986)-  34 43 04.00438(N)    094 09 03.42330(W) AD(       ) 2
 EK0831  NAD 27      -  34 43 03.63200(N)    094 09 02.67400(W) AD(       ) 2
 EK0831
 EK0831.Superseded values are not recommended for survey control.
 EK0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0831.See file dsdata.txt to determine how the superseded data were derived.
 EK0831
 EK0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9461242349(NAD 83)
 EK0831_MARKER: DS = TRIANGULATION STATION DISK
 EK0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0831
 EK0831  HISTORY     - Date     Condition        Report By
 EK0831  HISTORY     - 1952     MONUMENTED       CGS
 EK0831  HISTORY     - 1959     GOOD             CGS
 EK0831
 EK0831                          STATION DESCRIPTION
 EK0831
 EK0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0831'STATION IS LOCATED ABOUT 11 MILES NORTH NORTHEAST OF MENA
 EK0831'AND 8 MILES SOUTHWEST OF BOLES ALONG THE RIGHT OF WAY OF
 EK0831'U.S. HIGHWAY 71 AND 270.  STATION IS 36 FEET NORTHWEST OF
 EK0831'THE CENTERLINE OF HIGHWAY AND 5 FEET WEST OF A TELEPHONE
 EK0831'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 EK0831'STAMPED JOHNSON 1952.
 EK0831'
 EK0831'REFERENCE MARK NO. 1 IS 39 FEET NORTHWEST OF THE CENTERLINE
 EK0831'OF HIGHWAY AND 8 FEET SOUTHEAST OF FENCE.  THE MARK PROJECTS
 EK0831'ABOUT 6 INCHES AND THE DISK IS STAMPED JOHNSON NO 1 1952.
 EK0831'
 EK0831'REFERENCE MARK NO. 2 IS 46 FEET NORTHWEST OF THE CENTERLINE
 EK0831'OF HIGHWAY AND 5 FEET SOUTHEAST OF FENCE.  THE MARK PROJECTS
 EK0831'ABOUT 6 INCHES AND THE DISK IS STAMPED JOHNSON NO 2 1952.
 EK0831'
 EK0831'AZIMUTH MARK IS 37 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 EK0831'AND 1 FOOT SOUTHEAST OF BACK SLOPE OF DITCH.  THE MARK PROJECTS
 EK0831'ABOUT 4 INCHES AND THE DISK IS STAMPED JOHNSON 1952.
 EK0831'
 EK0831'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 EK0831'ROUTE 8 IN MENA GO NORTHEAST, EAST AND NORTH ON U.S. HIGHWAY
 EK0831'71 FOR 5.6 MILES TO JUNCTION OF U.S. HIGHWAY 270.  CONTINUE
 EK0831'NORTHERLY ON U.S. HIGHWAY 71 AND 270 FOR 10.8 MILES TO AZIMUTH
 EK0831'ON RIGHT OR SOUTHEAST SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE
 EK0831'EAST NORTHEAST FOR 0.1 MILE TO STATION ON LEFT OR NORTHWEST
 EK0831'SIDE OF HIGHWAY AS DESCRIBED.
 EK0831'
 EK0831'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0831
 EK0831                          STATION RECOVERY (1959)
 EK0831
 EK0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0831'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0831'CONDITION.
 EK0831'
 EK0831'THE MILEAGE WAS NOT CHECKED FROM MENA TO THIS STATION.  FOLLOWING
 EK0831'IS A DESCRIPTION TO REACH FROM Y CITY WHICH IS ABOUT 4.5
 EK0831'MILES SOUTH OF BOLES.
 EK0831'
 EK0831'TO REACH FROM Y CITY, FROM THE JUNCTION OF U.S. HIGHWAYS
 EK0831'71 AND 270, GO SOUTHWEST ON U.S. 71 AND 270 FOR 4.0 MILES TO A
 EK0831'SERVICE STATION AND CAFE ON THE LEFT, CONTINUE ON HIGHWAY
 EK0831'FOR 1.05 MILES TO THE THE STATION ON THE RIGHT.
 EK0831'
 EK0831'THE STATION IS ABOUT 40 PACES EAST OF THE CENTERLINE OF A
 EK0831'DRIVEWAY LEADING TO A SMALL HOUSE COVERED WITH IMITATION
 EK0831'BRICK SIDING AND HAVING A GREEN ROOF, JUST WEST OF A CULVERT
 EK0831'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0988 ***********************************************************************
 GE0988  DESIGNATION -  JOHNSON
 GE0988  PID         -  GE0988
 GE0988  STATE/COUNTY-  AR/CLAY
 GE0988  USGS QUAD   -  PIGGOTT (1984)
 GE0988
 GE0988                         *CURRENT SURVEY CONTROL
 GE0988  ___________________________________________________________________
 GE0988* NAD 83(1997)-  36 25 17.94348(N)    090 12 57.81978(W)     ADJUSTED  
 GE0988* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 GE0988  ___________________________________________________________________
 GE0988  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GE0988  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GE0988
 GE0988  HORZ ORDER  -  FIRST
 GE0988
 GE0988.The horizontal coordinates were established by classical geodetic methods
 GE0988.and adjusted by the National Geodetic Survey in February 2000..
 GE0988
 GE0988.The orthometric height was scaled from a topographic map.
 GE0988
 GE0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0988
 GE0988.The geoid height was determined by GEOID03.
 GE0988
 GE0988;                    North         East     Units Scale Factor Converg.
 GE0988;SPC AR N     -   233,142.424   559,983.994   MT  1.00004265   +1 02 17.1
 GE0988;SPC AR N     -   764,901.44  1,837,214.15   sFT  1.00004265   +1 02 17.1
 GE0988;SPC MO E     -    65,313.637   275,462.341   MT  0.99994132   +0 10 06.9
 GE0988;UTM  15      - 4,034,319.223   749,596.556   MT  1.00036763   +1 39 13.5
 GE0988
 GE0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0988!SPC AR N     -   0.99997908  x   1.00004265  =   1.00002173
 GE0988!SPC MO E     -   0.99997908  x   0.99994132  =   0.99992040
 GE0988!UTM  15      -   0.99997908  x   1.00036763  =   1.00034670
 GE0988
 GE0988|---------------------------------------------------------------------|
 GE0988| PID    Reference Object                     Distance      Geod. Az  |
 GE0988|                                                           dddmmss.s |
 GE0988| CI3955 JOHNSON RM 3                         15.908 METERS 00309     |
 GE0988| CI3953 JOHNSON RM 1                         10.629 METERS 03931     |
 GE0988| CI3956 JOHNSON RM 4                         17.582 METERS 09716     |
 GE0988| CI3954 JOHNSON RM 2                         22.120 METERS 30101     |
 GE0988| CI3952 JOHNSON AZ MK 2                                    3425343.8 |
 GE0988| CI3951 JOHNSON AZ MK                                      3425516.2 |
 GE0988|---------------------------------------------------------------------|
 GE0988
 GE0988                          SUPERSEDED SURVEY CONTROL
 GE0988
 GE0988  NAD 83(1997)-  36 25 17.94550(N)    090 12 57.82077(W) AD(       ) 1
 GE0988  NAD 83(1986)-  36 25 17.95070(N)    090 12 57.82017(W) AD(       ) 1
 GE0988  NAD 27      -  36 25 17.73570(N)    090 12 57.46280(W) AD(       ) 1
 GE0988
 GE0988.Superseded values are not recommended for survey control.
 GE0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0988.See file dsdata.txt to determine how the superseded data were derived.
 GE0988
 GE0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4959734319(NAD 83)
 GE0988_MARKER: DS = TRIANGULATION STATION DISK
 GE0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0988+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 GE0988
 GE0988  HISTORY     - Date     Condition        Report By
 GE0988  HISTORY     - 1954     MONUMENTED       CGS
 GE0988  HISTORY     - 1970     GOOD             NGS
 GE0988  HISTORY     - 20040322 GOOD             USACE
 GE0988
 GE0988                          STATION DESCRIPTION
 GE0988
 GE0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0988'THE STATION IS ON CROWLEYS RIDGE, ABOUT 5 MILES SOUTHWEST OF ST.
 GE0988'FRANCIS AND 3 MILES NORTHWEST OF PIGGOTT ON LAND OWNED BY MR.
 GE0988'JOHN JOHNSON.  IT IS 26.0 FEET WEST OF THE CENTER OF A GRAVELED
 GE0988'ROAD, 13.0 FEET WEST OF A FENCE AND NEAR THE EAST EDGE OF A SMALL
 GE0988'CULTIVATED PLOT.  IT IS ABOUT 20 INCHES BELOW THE SURFACE OF
 GE0988'THE GROUND AND IS STAMPED JOHNSON 1954.
 GE0988'
 GE0988'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION AND IS
 GE0988'ABOUT 1.5 FEET BELOW THE STATION ELEVATION.  IT IS 7.0 FEET EAST
 GE0988'OF THE CENTER OF A GRAVELED ROAD AND DIRECTLY UNDER A FENCE.  IT
 GE0988'PROJECTS 3 INCHES AND IS STAMPED JOHNSON NO 1 1954.
 GE0988'
 GE0988'REFERENCE MARK NO. 2 IS 36.0 FEET WEST OF A FENCE AND 1.0 FOOT
 GE0988'SOUTH OF A BLACK OAK TREE.  IT IS SET FLUSH WITH THE SURFACE OF
 GE0988'THE GROUND AND IS STAMPED JOHNSON NO 2 1954.
 GE0988'
 GE0988'THE AZIMUTH MARK IS 15.0 FEET EAST OF A POWERLINE, 10.0 FEET WEST
 GE0988'OF THE CENTER OF A GRAVELED ROAD AND 2.5 FEET EAST OF A WITNESS
 GE0988'POST.  IT PROJECTS 4 INCHES AND IS STAMPED JOHNSON 1954.
 GE0988'
 GE0988'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE CLAY COUNTY
 GE0988'COURTHOUSE SQUARE IN PIGGOT, GO NORTHWESTERLY ON U.S. HIGHWAY
 GE0988'NO. 62 FOR 2.7 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTHERLY ON
 GE0988'A GRAVELED ROAD FOR 0.45 MILE TO A T ROAD LEFT, TURN LEFT AND GO
 GE0988'NORTHWESTERLY ON A GRAVELED ROAD FOR 0.7 MILE TO THE TOP OF THE
 GE0988'RIDGE AND THE STATION ON THE LEFT AS DESCRIBED.
 GE0988'
 GE0988'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWESTERLY AND
 GE0988'NORTH ON A GRAVELED ROAD FOR 0.25 MILE AND THE MARK ON THE LEFT
 GE0988'AS DESCRIBED.
 GE0988'
 GE0988'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0988
 GE0988                          STATION RECOVERY (1970)
 GE0988
 GE0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0988'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 GE0988'REFERENCE MARKS 1 AND 2 WERE BOTH FOUND DISTURBED AND WERE
 GE0988'DESTROYED.  THE AZIMUTH MARK WAS FOUND TO BE IN A GRADER DITCH
 GE0988'AND WAS DESTROYED AFTER A NEW AZIMUTH MARK AND REFERENCE MARKS 3
 GE0988'AND 4 WERE SET.  IT TOOK 3 HOURS TO CLEAR A LINE OF SIGHT TO THE
 GE0988'OLD AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS-
 GE0988'
 GE0988'THE STATION IS LOCATED ON CROWLEYS RIDGE ABOUT 5 MILES SOUTHWEST
 GE0988'OF ST. FRANCIS, ON THE PROPERTY OF MR. WINIFRED JOHNSON, 136 FEET
 GE0988'SOUTHEAST OF A WIRE GAP IN FENCE TO GRAVELED PIT, 39 FEET SOUTHWEST
 GE0988'OF A 10 INCH TWIN TRUNK HICKORY TREE, 24 FEET SOUTHWEST OF
 GE0988'CENTERLINE OF GRAVELED ROAD, 11 FEET SOUTHWEST OF A FENCE, 25
 GE0988'FEET SOUTH OF A 16 INCH OAK TREE, 27 FEET WEST OF A 6 INCH OAK
 GE0988'TREE, 1 FOOT NORTH OF A METAL WITNESS POST AND 4 FEET NORTH OF
 GE0988'THE NORTH EDGE OF ABANDONED GRAVEL PIT.  THE MONUMENT IS 4
 GE0988'INCHES UNDERGROUND AND THE DISK IS STAMPED JOHNSON 1954.
 GE0988'
 GE0988'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE CLAY COUNTY
 GE0988'COURTHOUSE SQUARE IN PIGGOTT, GO NORTHWESTERLY ON U.S. HIGHWAY
 GE0988'62 FOR 2.7 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO
 GE0988'NORTHERLY ON THE GRAVELED ROAD FOR 0.45 MILE TO A T-ROAD.  TURN
 GE0988'LEFT AND GO NORTHWESTERLY ON THE GRAVELED ROAD FOR 0.7 MILE TO A
 GE0988'GRAVEL PIT AND THE STATION ON THE LEFT.  CONTINUE NORTHWESTERLY
 GE0988'ON THE GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT AND THE
 GE0988'AZIMUTH MARK ON THE LEFT.
 GE0988'
 GE0988'REFERENCE MARK 3 IS 96 FEET SOUTHEAST OF THE GAP, 28 FEET AND
 GE0988'ACROSS THE ROAD FROM THE 16 INCH OAK TREE, 10 FEET NORTHEAST
 GE0988'OF THE CENTERLINE OF THE ROAD, 60 FEET SOUTHEAST OF A 16 INCH OAK
 GE0988'TREE, 33 FEET NORTHWEST OF THE TWIN TRUNK HICKORY TREE AND
 GE0988'DIRECTLY UNDER A NORTHWEST-SOUTHEAST FENCE.  THE MONUMENT
 GE0988'PROJECTS 4 INCHES AND THE DISK IS STAMPED JOHNSON 1954 NO 3 1970.
 GE0988'
 GE0988'REFERENCE MARK 4 IS 61 FEET NORTHWEST OF A 20 INCH OAK TREE, 61
 GE0988'FEET SOUTHWEST OF A 16 INCH OAK TREE, 47 FEET SOUTHEAST OF THE TWIN
 GE0988'TRUNK HICKORY TREE, 11 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD
 GE0988'AND 1 FOOT NORTHEAST OF THE NORTHWEST-SOUTHEAST FENCE.  THE
 GE0988'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED JOHNSON 1954
 GE0988'NO 4 1970.
 GE0988'
 GE0988'THE AZIMUTH MARK IS 65 FEET SOUTHWEST OF THE INTERSECTION OF THE
 GE0988'GRAVEL ROAD AND THE SIDE ROAD RIGHT, 42 FEET SOUTH OF A 20 INCH
 GE0988'OAK TREE, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 7 FEET EAST
 GE0988'OF FENCE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE
 GE0988'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED JOHNSON
 GE0988'1954 1970.
 GE0988'
 GE0988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 GE0988'NORTHWEST OF PIGGOTT.
 GE0988'
 GE0988'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0988
 GE0988                          STATION RECOVERY (2004)
 GE0988
 GE0988'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GE0988'JOHNSON AZ MK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1306 ***********************************************************************
 DL1306  DESIGNATION -  JOHNSVILLE
 DL1306  PID         -  DL1306
 DL1306  STATE/COUNTY-  AR/BRADLEY
 DL1306  USGS QUAD   -  VICK (1985)
 DL1306
 DL1306                         *CURRENT SURVEY CONTROL
 DL1306  ___________________________________________________________________
 DL1306* NAD 83(1997)-  33 22 22.86131(N)    092 00 59.07361(W)     ADJUSTED  
 DL1306* NAVD 88     -        62.53   (+/-2cm)     205.2    (feet)  VERTCON   
 DL1306  ___________________________________________________________________
 DL1306  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DL1306  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DL1306
 DL1306  HORZ ORDER  -  FIRST
 DL1306  VERT ORDER  -  THIRD ? (See Below)
 DL1306
 DL1306.The horizontal coordinates were established by classical geodetic methods
 DL1306.and adjusted by the National Geodetic Survey in September 1999..
 DL1306
 DL1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1306.The vertical order pertains to the NGVD 29 superseded value.
 DL1306
 DL1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1306
 DL1306.The geoid height was determined by GEOID03.
 DL1306
 DL1306;                    North         East     Units Scale Factor Converg.
 DL1306;SPC AR S     -   478,344.057   398,473.004   MT  0.99998461   -0 00 33.1
 DL1306;SPC AR S     - 1,569,367.13  1,307,323.51   sFT  0.99998461   -0 00 33.1
 DL1306;UTM  15      - 3,693,072.925   591,496.146   MT  0.99970321   +0 32 28.0
 DL1306
 DL1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1306!SPC AR S     -   0.99999425  x   0.99998461  =   0.99997886
 DL1306!UTM  15      -   0.99999425  x   0.99970321  =   0.99969746
 DL1306
 DL1306|---------------------------------------------------------------------|
 DL1306| PID    Reference Object                     Distance      Geod. Az  |
 DL1306|                                                           dddmmss.s |
 DL1306| CY6766 JOHNSVILLE RM 3                      27.209 METERS 04041     |
 DL1306| DK2078 CROSSETT AMER LUMBER CO STACK       APPROX.26.4 KM 1691737.1 |
 DL1306| DK2081 CROSSETT PAPER MILL WATER TANK      APPROX.26.0 KM 1702306.4 |
 DL1306| DL1307 TT 15 LS                             12.708 METERS 20725     |
 DL1306| CY6764 JOHNSVILLE RM 1                      42.441 METERS 22902     |
 DL1306| DL1304 VICK LOOKOUT TOWER 4 2 AFC          APPROX. 9.6 KM 2290458.6 |
 DL1306| CY6763 JOHNSVILLE AZ MK                                   2371428.4 |
 DL1306| CY6765 JOHNSVILLE RM 2                      45.147 METERS 31929     |
 DL1306| DL1303 SUMPTER                             APPROX.13.4 KM 3461124.5 |
 DL1306|---------------------------------------------------------------------|
 DL1306
 DL1306                          SUPERSEDED SURVEY CONTROL
 DL1306
 DL1306  NAD 83(1986)-  33 22 22.87254(N)    092 00 59.06756(W) AD(       ) 1
 DL1306  NAD 27      -  33 22 22.45700(N)    092 00 58.58100(W) AD(       ) 1
 DL1306  NGVD 29 (07/19/86)   62.61   (m)          205.4    (f) LEVELING    3  
 DL1306
 DL1306.Superseded values are not recommended for survey control.
 DL1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1306.See file dsdata.txt to determine how the superseded data were derived.
 DL1306
 DL1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9149693073(NAD 83)
 DL1306_MARKER: DS = TRIANGULATION STATION DISK
 DL1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1306
 DL1306  HISTORY     - Date     Condition        Report By
 DL1306  HISTORY     - 1939     MONUMENTED       CGS
 DL1306  HISTORY     - 1952     GOOD             CGS
 DL1306  HISTORY     - 1964     GOOD             CGS
 DL1306  HISTORY     - 1973     SEE DESCRIPTION  TSI
 DL1306
 DL1306                          STATION DESCRIPTION
 DL1306
 DL1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1306'STATION IS ABOUT 19.8 MILES BY ROAD, SXE FROM WARREN, 9.5 MILES
 DL1306'S OF SUMPTER SCHOOLHOUSE, IN THE VILLAGE OF JOHNSVILLE.
 DL1306'
 DL1306'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1306'BRONZE DISKS SET IN CONCRETE.
 DL1306'
 DL1306'TO REACH FROM THE JUNCTION OF STATE ROUTE 15 AND 4 IN WARREN,
 DL1306'DRIVE S ON ROUTE 15 FOR 5.3 MILES TO GRAVEL ROAD ON LEFT
 DL1306'LEADING SE, TURN LEFT ON THIS ROAD AND FOLLOW IT E AND S
 DL1306'14.6 MILES TO VILLAGE OF JOHNSVILLE AND STATION, JUST SW OF
 DL1306'INTERSECTION OF FOUR ROADS, 53 FEET SW OF CONCRETE W.P.A.
 DL1306'ROAD SIGN, 45 FEET N OF CENTER LINE OF ROAD, 28 FEET S OF
 DL1306'CENTER LINE OF ROAD.  MARK PROJECTS 6 INCHES.
 DL1306'
 DL1306'REFERENCE MARK NO. 1 IS SW OF STATION, 101.39 FEET W OF ARK.
 DL1306'GEOD. S. TT. STATION 15, 27 FEET N OF CENTER LINE OF ROAD.
 DL1306'MARK PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS NNW OF
 DL1306'STATION, 18 FEET N OF CENTER LINE OF ROAD, 13 FEET W OF W
 DL1306'END OF PICKET FENCE.  MARK PROJECTS 8 INCHES.
 DL1306'
 DL1306'ARK. GEOD. S. TT. STATION 15, IS S OF STATION, 101.39 FEET
 DL1306'E OF REFERENCE MARK NO. 1, 25 FEET N OF CENTER LINE OF ROAD.
 DL1306'MARK 6- BY 6-INCH CONCRETE PROJECTS 3 INCHES.
 DL1306'
 DL1306'AZIMUTH MARK IS 0.3 MILE SW OF STATION, REACHED FROM STATION
 DL1306'BY FOLLOWING ROAD JUST S OF STATION, SW FOR 0.3 MILE TO MARK
 DL1306'ON N SIDE OF ROAD, 48 FEET N OF CENTER LINE OF ROAD, 15 FEET
 DL1306'E OF LARGE OAK TREE.  MARK PROJECTS 8 INCHES.
 DL1306'
 DL1306'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 DISTANCE-204.3
 DL1306'FEET.
 DL1306'
 DL1306'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS.
 DL1306
 DL1306                          STATION RECOVERY (1952)
 DL1306
 DL1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1306'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND TT 15
 DL1306'(USGS) WERE RECOVERED IN GOOD CONDITION.  THE MARK PREVIOUSLY
 DL1306'DESCRIBED AS ARK. GEOD. S. TT. STA. 15 IS A UNITED STATES
 DL1306'GEOLOGICAL SURVEY MARK AS DESCRIBED BELOW.  AFTER AN EXTENSIVE
 DL1306'SEARCH WAS MADE THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW
 DL1306'AZIMUTH MARK WAS NOT ESTABLISHED BECAUSE OF DENSE TIMBER.
 DL1306'AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED.  A COMPLETE
 DL1306'DESCRIPTION FOLLOWS.
 DL1306'
 DL1306'THE STATION IS LOCATED IN THE VILLAGE OF JOHNSVILLE, 117
 DL1306'FEET WEST OF THE NORTHWEST CORNER OF THE POST OFFICE, 53
 DL1306'FEET SOUTHWEST OF A CONCRETE W.P.A. ROAD SIGN, 52 FEET SOUTH
 DL1306'OF THE CENTER OF THE GRAVELED ROAD LEADING WEST, 49 FEET
 DL1306'WEST OF THE CENTER OF THE MAIN GRAVELED ROAD AND 6 FEET
 DL1306'NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1306'
 DL1306'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1306'JOHNSVILLE 1939.
 DL1306'
 DL1306'REFERENCE MARK 1 IS 29 FEET WEST OF THE CENTER OF THE MAIN
 DL1306'ROAD AND 3 FEET NORTHEAST OF A 6-INCH PINE TREE.  THE MARK
 DL1306'PROJECTS 6 INCHES AND THE DISK IS STAMPED JOHNSVILLE 1939
 DL1306'NO 1.
 DL1306'
 DL1306'REFERENCE MARK 2 IS 20 FEET NORTH OF THE CENTER OF THE ROAD
 DL1306'LEADING WEST AND 57 FEET NORTHWEST OF A 24-INCH PINE TREE.
 DL1306'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED JOHNSVILLE
 DL1306'1939 NO 2.
 DL1306'
 DL1306'REFERENCE MARK 3 IS 64 FEET WEST OF THE CENTER OF THE MAIN
 DL1306'ROAD, 55 FEET NORTHWEST OF THE W.P.A. ROAD SIGN AND 19 FEET
 DL1306'EAST OF A POWER LINE POLE.  THE MARK PROJECTS 2 INCHES AND
 DL1306'THE DISK IS STAMPED JOHNSVILLE NO 3 1939.
 DL1306'
 DL1306'TT 15 (USGS) IS 37 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN
 DL1306'WITNESS POST, 29 FEET WEST OF THE CENTER OF THE MAIN ROAD
 DL1306'AND 24 FEET SOUTH OF AN 8-INCH PINE TREE.  THE MARK IS A
 DL1306'STANDARD DISK OF THE UNITED STATES GEOLOGICAL SURVEY SET
 DL1306'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 DL1306'4 INCHES.  THE DISK IS STAMPED LS 1933 TT STA 15.
 DL1306'
 DL1306'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1306
 DL1306                          STATION RECOVERY (1964)
 DL1306
 DL1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1306'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1306'CONDITION.  THE STATION IS IN ANGLE OF ROADS BETWEEN A ROAD
 DL1306'LEADING WEST AND ONE LEADING SOUTHWEST AND IS SOUTHWEST
 DL1306'ACROSS ROAD FROM MANNS STORE IN SETTLEMENT OF JOHNSVILLE.
 DL1306
 DL1306                          STATION RECOVERY (1973)
 DL1306
 DL1306'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1973 (GWS)
 DL1306'TRIANGULATION STATION JOHNSVILLE 1939-GOOD
 DL1306'
 DL1306'R.M. 1-GOOD
 DL1306'
 DL1306'R.M. 2 R.M. 3-GOOD
 DL1306'
 DL1306'WITNESS POST (METAL) ERECTED 6 FT. WEST OF STATION ORIGINAL
 DL1306'DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1916 ***********************************************************************
 FF1916  DESIGNATION -  JOINER MUNICIPAL TANK
 FF1916  PID         -  FF1916
 FF1916  STATE/COUNTY-  AR/MISSISSIPPI
 FF1916  USGS QUAD   -  JOINER (1983)
 FF1916
 FF1916                         *CURRENT SURVEY CONTROL
 FF1916  ___________________________________________________________________
 FF1916* NAD 83(1997)-  35 30 30.32992(N)    090 08 53.17261(W)     ADJUSTED  
 FF1916* NAVD 88     -                                                        
 FF1916  ___________________________________________________________________
 FF1916  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FF1916  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF1916
 FF1916  HORZ ORDER  -  THIRD
 FF1916
 FF1916.The horizontal coordinates were established by classical geodetic methods
 FF1916.and adjusted by the National Geodetic Survey in September 1999..
 FF1916
 FF1916
 FF1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1916
 FF1916.The geoid height was determined by GEOID03.
 FF1916
 FF1916;                    North         East     Units Scale Factor Converg.
 FF1916;SPC AR N     -   131,945.994   567,983.375   MT  0.99993681   +1 04 39.4
 FF1916;SPC AR N     -   432,892.82  1,863,458.79   sFT  0.99993681   +1 04 39.4
 FF1916;SPC TN       -   138,349.136   223,810.430   MT  0.99996446   -2 25 42.5
 FF1916;SPC TN       -   453,900.46    734,284.72   sFT  0.99996446   -2 25 42.5
 FF1916;UTM  15      - 3,933,168.564   758,655.354   MT  1.00042454   +1 39 26.5
 FF1916
 FF1916                          SUPERSEDED SURVEY CONTROL
 FF1916
 FF1916  NAD 83(1997)-  35 30 30.33021(N)    090 08 53.17236(W) AD(       ) 4
 FF1916  NAD 83(1986)-  35 30 30.34131(N)    090 08 53.17191(W) AD(       ) 4
 FF1916  NAD 27      -  35 30 30.04559(N)    090 08 52.83920(W) AD(       ) 3
 FF1916
 FF1916.Superseded values are not recommended for survey control.
 FF1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1916.See file dsdata.txt to determine how the superseded data were derived.
 FF1916
 FF1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5865533169(NAD 83)
 FF1916_MARKER: 51 = TANK
 FF1916
 FF1916  HISTORY     - Date     Condition        Report By
 FF1916  HISTORY     - 1979     FIRST OBSERVED   NGS
 FF1916
 FF1916                          STATION DESCRIPTION
 FF1916
 FF1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1916'THE STATION, JOINER MUNICIPAL TANK, IS APEX OF VENT.
 FF1916'A ROUND, 4 TUBULAR LEGGED, SILVER IN COLOR AND 36 METERS IN
 FF1916'HEIGHT.  IT HAS JOINER PAINTED ON NORTH AND SOUTH SIDE AND OWNED
 FF1916'BY THE CITY OF JOINER.
 FF1916'
 FF1916'THE STATION IS LOCATED
 FF1916'IN THE CITY OF JOINER, 37 METERS SOUTHEAST OF RAILROAD
 FF1916'TRACKS AND 18 METERS SOUTHWEST OF CENTERLINE OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1264 ***********************************************************************
 FF1264  DESIGNATION -  JOLT
 FF1264  PID         -  FF1264
 FF1264  STATE/COUNTY-  AR/WHITE
 FF1264  USGS QUAD   -  GEORGETOWN (1993)
 FF1264
 FF1264                         *CURRENT SURVEY CONTROL
 FF1264  ___________________________________________________________________
 FF1264* NAD 83(1986)-  35 07 43.     (N)    091 27 40.     (W)     SCALED    
 FF1264* NAVD 88     -        62.138  (meters)     203.86   (feet)  ADJUSTED  
 FF1264  ___________________________________________________________________
 FF1264  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1264  DYNAMIC HT  -          62.081 (meters)     203.68  (feet)  COMP
 FF1264  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 FF1264
 FF1264  VERT ORDER  -  SECOND    CLASS 0
 FF1264
 FF1264.The horizontal coordinates were scaled from a topographic map and have
 FF1264.an estimated accuracy of +/- 6 seconds.
 FF1264
 FF1264.The orthometric height was determined by differential leveling
 FF1264.and adjusted by the National Geodetic Survey in June 1991..
 FF1264
 FF1264.The geoid height was determined by GEOID03.
 FF1264
 FF1264.The dynamic height is computed by dividing the NAVD 88
 FF1264.geopotential number by the normal gravity value computed on the
 FF1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1264.degrees latitude (g = 980.6199 gals.).
 FF1264
 FF1264.The modeled gravity was interpolated from observed gravity values.
 FF1264
 FF1264;                    North         East    Units  Estimated Accuracy
 FF1264;SPC AR N     -    88,360.      449,120.      MT  (+/- 180 meters Scaled)
 FF1264
 FF1264                          SUPERSEDED SURVEY CONTROL
 FF1264
 FF1264  NGVD 29 (??/??/??)   62.105  (m)          203.76   (f) ADJUSTED    2 0
 FF1264
 FF1264.Superseded values are not recommended for survey control.
 FF1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1264.See file dsdata.txt to determine how the superseded data were derived.
 FF1264
 FF1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU402883(NAD 83)
 FF1264_MARKER: DD = SURVEY DISK
 FF1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1264_STAMPING: JOLT 1934
 FF1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1264+STABILITY: SURFACE MOTION
 FF1264
 FF1264  HISTORY     - Date     Condition        Report By
 FF1264  HISTORY     - 1934     MONUMENTED       ARGS
 FF1264  HISTORY     - 1935     GOOD             CGS
 FF1264  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1264
 FF1264                          STATION DESCRIPTION
 FF1264
 FF1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1264'0.3 MI NW FROM GEORGETOWN.
 FF1264'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1264'RAILWAY FROM THE STATION AT GEORGETOWN, WHITE COUNTY, 64 FEET
 FF1264'NORTHWEST OF THE FIFTEENTH POLE SOUTHEAST OF MILEPOST 291, ABOUT
 FF1264'180 FEET NORTH OF THE EAST END OF A CUT, 11 FEET WEST OF THE
 FF1264'CENTER LINE OF THE TRACK, 6 FEET EAST OF THE EDGE OF A FILL,
 FF1264'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STATE SURVEY
 FF1264'STANDARD DISK, STAMPED JOLT 1934 AND SET IN THE TOP OF A CONCRETE
 FF1264'POST.
 FF1264
 FF1264                          STATION RECOVERY (2003)
 FF1264
 FF1264'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2868 ***********************************************************************
 EH2868  DESIGNATION -  JONES
 EH2868  PID         -  EH2868
 EH2868  STATE/COUNTY-  AR/LEE
 EH2868  USGS QUAD   -  RONDO (1971)
 EH2868
 EH2868                         *CURRENT SURVEY CONTROL
 EH2868  ___________________________________________________________________
 EH2868* NAD 83(1997)-  34 42 45.70902(N)    090 46 02.93861(W)     ADJUSTED  
 EH2868* NAVD 88     -        69.84   (+/-2cm)     229.1    (feet)  VERTCON   
 EH2868  ___________________________________________________________________
 EH2868  X           -     -70,304.489 (meters)                     COMP
 EH2868  Y           -  -5,248,207.229 (meters)                     COMP
 EH2868  Z           -   3,611,736.964 (meters)                     COMP
 EH2868  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EH2868  ELLIP HEIGHT-          42.95  (meters)          (09/24/01) GPS OBS
 EH2868  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH2868
 EH2868  HORZ ORDER  -  FIRST
 EH2868  VERT ORDER  -  THIRD ? (See Below)
 EH2868  ELLP ORDER  -  FOURTH    CLASS II
 EH2868
 EH2868.The horizontal coordinates were established by classical geodetic methods
 EH2868.and adjusted by the National Geodetic Survey in September 1999..
 EH2868
 EH2868.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2868.The vertical order pertains to the NGVD 29 superseded value.
 EH2868
 EH2868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2868
 EH2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2868
 EH2868.The ellipsoidal height was determined by GPS observations
 EH2868.and is referenced to NAD 83.
 EH2868
 EH2868.The geoid height was determined by GEOID03.
 EH2868
 EH2868;                    North         East     Units Scale Factor Converg.
 EH2868;SPC AR S     -   627,616.413   512,902.042   MT  0.99998841   +0 41 23.4
 EH2868;SPC AR S     - 2,059,104.85  1,682,746.12   sFT  0.99998841   +0 41 23.4
 EH2868;UTM  15      - 3,843,451.935   704,448.703   MT  1.00011522   +1 16 18.4
 EH2868
 EH2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2868!SPC AR S     -   0.99999326  x   0.99998841  =   0.99998167
 EH2868!UTM  15      -   0.99999326  x   1.00011522  =   1.00010848
 EH2868
 EH2868:                Primary Azimuth Mark                     Grid Az
 EH2868:SPC AR S     -  MARIANNA RAD STA KLN 71 TOWER            076 57 28.8
 EH2868:UTM  15      -  MARIANNA RAD STA KLN 71 TOWER            076 22 33.8
 EH2868
 EH2868|---------------------------------------------------------------------|
 EH2868| PID    Reference Object                     Distance      Geod. Az  |
 EH2868|                                                           dddmmss.s |
 EH2868| EH2865 MARIANNA RAD STA KLN 71 TOWER       APPROX. 4.0 KM 0773852.2 |
 EH2868| CY6770 JONES RM 1                           28.074 METERS 10318     |
 EH2868| CY6772 JONES RM 3                           36.616 METERS 10322     |
 EH2868| CY6774 JONES RM 5                           36.582 METERS 10330     |
 EH2868| CY6771 JONES RM 2                           43.787 METERS 17043     |
 EH2868| CY6768 JONES AZ MK                                        1771157.0 |
 EH2868| EH2867 LAGRANGE RAD STA KBJ 62 MAST        APPROX. 3.9 KM 1790304.1 |
 EH2868| CY6769 JONES AZ MK RESET                                  1804624.6 |
 EH2868| CY6773 JONES RM 4                           17.198 METERS 18345     |
 EH2868|---------------------------------------------------------------------|
 EH2868
 EH2868                          SUPERSEDED SURVEY CONTROL
 EH2868
 EH2868  ELLIP H (09/14/99)   43.09   (m)                       GP(       ) 4 1
 EH2868  NAD 83(1997)-  34 42 45.71098(N)    090 46 02.93726(W) AD(       ) 1
 EH2868  NAD 83(1997)-  34 42 45.71141(N)    090 46 02.93713(W) AD(       ) 1
 EH2868  NAD 83(1986)-  34 42 45.71775(N)    090 46 02.93417(W) AD(       ) 1
 EH2868  NAD 27      -  34 42 45.36130(N)    090 46 02.52900(W) AD(       ) 1
 EH2868  NGVD 29 (07/19/86)   69.85   (m)          229.2    (f) LEVELING    3  
 EH2868
 EH2868.Superseded values are not recommended for survey control.
 EH2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2868.See file dsdata.txt to determine how the superseded data were derived.
 EH2868
 EH2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0444943452(NAD 83)
 EH2868_MARKER: DS = TRIANGULATION STATION DISK
 EH2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2868_SP_SET: CONCRETE POST
 EH2868_STAMPING: JONES 1953 1970
 EH2868_MARK LOGO: CGS   
 EH2868_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2868+STABILITY: SURFACE MOTION
 EH2868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2868+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1990
 EH2868
 EH2868  HISTORY     - Date     Condition        Report By
 EH2868  HISTORY     - 1953     MONUMENTED       CGS
 EH2868  HISTORY     - 1953     GOOD             CGS
 EH2868  HISTORY     - 1955     GOOD             CGS
 EH2868  HISTORY     - 1970     POOR             NGS
 EH2868  HISTORY     - 1987     GOOD             USPSQD
 EH2868  HISTORY     - 19900330 GOOD             NGS
 EH2868
 EH2868                          STATION DESCRIPTION
 EH2868
 EH2868'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2868'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH OF MARIANNA
 EH2868'AND ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 1.  IT IS 58 FEET
 EH2868'WEST OF THE CENTER OF THE HIGHWAY, 52 FEET SOUTH OF THE
 EH2868'SOUTHWEST CORNER OF AN OLD HOUSE, 20 FEET NORTHEAST OF A
 EH2868'FENCE AND 8 FEET NORTHEAST OF A WITNESS POST.  IT IS SET FLUSH
 EH2868'WITH THE SURFACE OF THE GROUND AND IS STAMPED JONES 1953.
 EH2868'
 EH2868'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE CENTER OF THE
 EH2868'HIGHWAY, 6 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A
 EH2868'FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED JONES NO 1 1953.
 EH2868'
 EH2868'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE CENTER OF THE
 EH2868'HIGHWAY, 6 FEET WEST OF A POWERLINE BRACE POLE AND 1 FOOT WEST
 EH2868'OF A FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED JONES NO 2 1953.
 EH2868'
 EH2868'THE DISTANCE BETWEEN REFERENCE MARKS IS 137.6 FEET.
 EH2868'
 EH2868'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF THE HIGHWAY,
 EH2868'28 FEET NORTH OF THE CENTER OF A DIRT ROAD AND 4.5 FEET NORTH
 EH2868'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED JONES
 EH2868'1953.
 EH2868'
 EH2868'TO REACH THE STATION FROM THE POST OFFICE IN MARIANNA, GO WEST
 EH2868'ON MAIN STREET FOR 0.4 MILE TO STATE HIGHWAY 1.  TURN LEFT AND
 EH2868'GO SOUTH ON STATE HIGHWAY 1 FOR 4.2 MILES TO AN OLD HOUSE ON
 EH2868'THE RIGHT AND THE STATION AS DESCRIBED.
 EH2868'
 EH2868'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 EH2868'ON STATE HIGHWAY 1 FOR 0.25 MILE TO A SIDE ROAD LEFT AND THE
 EH2868'MARK AS DESCRIBED.
 EH2868'
 EH2868'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 EH2868
 EH2868                          STATION RECOVERY (1953)
 EH2868
 EH2868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 EH2868'RECOVERED IN GOOD CONDITION.
 EH2868
 EH2868                          STATION RECOVERY (1955)
 EH2868
 EH2868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 EH2868'THE STATION WAS VISITED 8/24/55 AND ALL MARKS WERE FOUND IN
 EH2868'GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND 2
 EH2868'WERE DESTROYED AT THE REQUEST OF THE ARKANSAS STATE HIGHWAY
 EH2868'DEPARTMENT.  THE AZIMUTH MARK WAS RESET ON THE WEST SIDE OF
 EH2868'THE HIGHWAY, 93.5 FEET WEST OF THE ORIGINAL MARK AND REFERENCE
 EH2868'MARKS NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.  THE DISKS
 EH2868'FOR THE DESTROYED MARKS WERE RECLAIMED.  THE OLD HOUSE
 EH2868'MENTIONED IN THE ORIGINAL DESCRIPTION WILL BE DESTROYED DUE TO
 EH2868'ROAD CONSTRUCTION.
 EH2868'
 EH2868'A NEW DESCRIPTION FOLLOWS-
 EH2868'
 EH2868'THE STATION IS LOCATED 4.25 MILES SOUTH OF MARIANNA, ON THE
 EH2868'WEST RIGHT-OF-WAY OF STATE HIGHWAY 1 AND 0.1 MILE SOUTH OF
 EH2868'THE DRIVEWAY TO MRS. CHISUMS HOUSE ON THE EAST SIDE OF THE
 EH2868'HIGHWAY.  IT IS 58 FEET WEST OF THE CENTERLINE OF STATE
 EH2868'HIGHWAY 1, 20 FEET NORTHEAST OF A FENCE LINE, 8 FEET NORTHEAST
 EH2868'OF A WITNESS POST, 23 FEET NORTH OF THE PROJECTED TANGENT
 EH2868'OF AN EAST-WEST FENCE LINE ON THE EAST SIDE OF THE HIGHWAY
 EH2868'AND 58 FEET NORTH OF A TELEPHONE POLE.  IT IS A STANDARD DISK,
 EH2868'STAMPED JONES 1953, FLUSH WITH THE GROUND.
 EH2868'
 EH2868'REFERENCE MARK NO. 3 IS 120.13 FEET EAST OF THE STATION AT
 EH2868'A T FENCE CORNER AND AT THE WEST SIDE OF A PASTURE OWNED BY
 EH2868'MRS. CHISUM.  IT IS 60 FEET EAST OF THE CENTERLINE OF THE
 EH2868'HIGHWAY.  IT IS A STANDARD DISK, STAMPED JONES NO 3 1953,
 EH2868'PROJECTING 8 INCHES.
 EH2868'
 EH2868'REFERENCE MARK NO. 4 IS 56.42 FEET SOUTH OF THE STATION, AT THE
 EH2868'EAST EDGE OF A PASTURE, 3 FEET NORTHWEST OF A TELEPHONE POLE AND
 EH2868'60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  IT IS A
 EH2868'STANDARD DISK, STAMPED JONES NO 4 1953, PROJECTING 8 INCHES.
 EH2868'
 EH2868'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION AT THE SOUTH
 EH2868'EDGE OF A CULTIVATED FIELD, 59 FEET WEST OF THE CENTERLINE
 EH2868'OF STATE HIGHWAY 1, 20 FEET SOUTH OF THE EXTENDED TANGENT OF
 EH2868'THE CENTER OF A DIRT ROAD LEADING EAST FROM THE HIGHWAY, 1 FOOT
 EH2868'NORTH OF A FENCE LINE, 42 FEET NORTHEAST OF A 36-INCH TREE AND
 EH2868'122 FEET NORTH OF THE NORTHEAST CORNER OF AN OLD TENANT HOUSE
 EH2868'OCCUPIED BY EDNA WILSON.  IT IS A STANDARD DISK, STAMPED
 EH2868'JONES 1953 RESET 1955, PROJECTING 8 INCHES.
 EH2868'
 EH2868'TO REACH THE STATION FROM THE POST OFFICE IN MARIANNA GO
 EH2868'WEST ON MAIN STREET FOR 0.4 MILE TO THE TRAFFIC LIGHT AND
 EH2868'JUNCTION WITH STATE HIGHWAY 1, TURN LEFT, SOUTH, ON STATE
 EH2868'HIGHWAY 1 AND GO 4.2 MILES TO THE STATION ON THE RIGHT.
 EH2868'
 EH2868'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.25
 EH2868'MILE TO THE MARK ON THE RIGHT.
 EH2868
 EH2868                          STATION RECOVERY (1970)
 EH2868
 EH2868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EH2868'THE STATION MARK WAS RECOVERED WITH THE DISK POPPED OFF
 EH2868'THE SHANK.  REFERENCE MARK NO. 3 WAS FOUND BADLY TILTED.
 EH2868'REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE RECOVERED
 EH2868'IN GOOD CONDITION, HOWEVER, A POLE WAS ON LINE BETWEEN THE
 EH2868'STATION AND THE AZIMUTH MARK AND IT WAS NECESSARY TO TAKE
 EH2868'TANGENTS ON THE AZIMUTH MARK.  THE MONUMENT FOR REFERENCE MARK
 EH2868'NO. 3 WAS PLUMBED AND CEMENTED AROUND AND FIRMLY TAMPED AND THE
 EH2868'DISK ALTERED TO READ JONES 1953 NO 5 1970.  A NEW SURFACE
 EH2868'STATION MARK WAS ESTABLISHED.  THE STATION WAS OCCUPIED AND
 EH2868'THE HORIZONTAL ANGLES OBSERVED USING DISTANT MARIANNA, A.T.
 EH2868'AND T. RELAY TOWER AS THE INITIAL.  WHEN THE TRUE DIRECTION OF
 EH2868'THE AZIMUTH MARK WAS DETERMINED THROUGH THE TANGENT
 EH2868'OBSERVATIONS, THE ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE
 EH2868'MARK NO. 4 CHECKED THE 1955 OBSERVATIONS - 25.5.  THE
 EH2868'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION MARK AND
 EH2868'REFERENCE MARK NO. 4 WAS CHECKED AND VERIFIED.
 EH2868'
 EH2868'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH2868'
 EH2868'THE STATION IS LOCATED ABOUT 4.25 MILES SOUTH OF MARIANNA, ALONG
 EH2868'THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 1.
 EH2868'
 EH2868'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE NEW
 EH2868'LEE COUNTY COURTHOUSE IN MARIANNA, GO WESTERLY ON STATE
 EH2868'ROUTE 44 (THIS IS CHESTNUT STREET) FOR 0.55 OF A MILE TO THE
 EH2868'JUNCTION WITH STATE ROUTE 1.  HERE TURN LEFT AND GO SOUTHERLY
 EH2868'ON STATE ROUTE 1 FOR 2.8 MILES TO THE ARKANSAS AGRICULTURE
 EH2868'SCHOOL HEADQUARTERS ON THE LEFT, CONTINUE SOUTH ON STATE
 EH2868'ROUTE 1 FOR 1.1 MILES TO THE T INTERSECTION OF STATE ROUTE
 EH2868'243 ON THE RIGHT, CONTINUE SOUTH ON STATE ROUTE 1 FOR 0.25
 EH2868'OF A MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 EH2868'
 EH2868'THE STATION IS 238 FEET SOUTH OF UTILITY POLE NO. 70, 61 FEET
 EH2868'NORTH OF A UTILITY POLE, 57 FEET WEST OF THE APPROXIMATE CENTER
 EH2868'OF STATE ROUTE 1, AND 1.0 FOOT EAST OF A METAL WITNESS POST
 EH2868'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 EH2868'SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SURFACE
 EH2868'OF THE GROUND AND THE DISK IS STAMPED JONES 1953 1970.
 EH2868'
 EH2868'REFERENCE MARK NO. 4 IS 294 FEET SOUTH OF UTILITY POLE NO. 70,
 EH2868'60 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 1, 5615
 EH2868'FEET SOUTH OF THE METAL WITNESS POST AND SIGN AT THE STATION,
 EH2868'AND 5 FEET NORTH OF A UTILITY POLE.  IT IS A STANDARD DISK SET
 EH2868'IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 EH2868'1 INCH AND THE DISK IS STAMPED JONES NO 4 1953.
 EH2868'
 EH2868'REFERENCE MARK NO. 5 IS ACROSS THE HIGHWAY FROM THE STATION,
 EH2868'266 FEET SOUTH OF A SOUTHWEST FENCE CORNER POST, 259 FEET SOUTH
 EH2868'OF A 4-INCH SQUARE CONCRETE RIGHT-OF-WAY MARKER POST, 124 FEET
 EH2868'EAST-NORTHEAST AND ACROSS THE HIGHWAY FROM A UTILITY POLE,
 EH2868'60 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 1, 0.7
 EH2868'OF A FOOT WEST OF A METAL WITNESS POST AND SIGN, AND AT THE
 EH2868'WEST EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK SET
 EH2868'IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT
 EH2868'PROJECTS 5 INCHES AND THE DISK IS STAMPED JONES 1953 NO 5
 EH2868'1970.
 EH2868'
 EH2868'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 4
 EH2868'AND REFERENCE MARK NO. 5 IS 123.66 FEET - (37.692) METERS.
 EH2868'
 EH2868'THE AZIMUTH MARK IS 122 FEET NORTH-NORTHEAST OF THE NORTHEAST
 EH2868'CORNER OF A TENANT HOUSE, 98 FEET NORTH-NORTHEAST OF A WELL
 EH2868'PUMP, 60 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 1,
 EH2868'45 FEET NORTHEAST OF A 40-INCH BLACK WALNUT TREE, 5 FEET
 EH2868'NORTH OF GUYED UTILITY POLE NO. 76 AND 0.9 OF A FOOT EAST OF
 EH2868'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 EH2868'THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 EH2868'2 INCHES AND THE DISK IS STAMPED JONES 1953 RESET 1955.
 EH2868'
 EH2868'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 EH2868'STATE ROUTE 1 FOR 0.25 OF A MILE TO A GRAVELED T ROAD LEFT,
 EH2868'EAST, AND THE MARK ON THE RIGHT AS DESCRIBED.
 EH2868'
 EH2868'NOTE- IT IS POSSIBLE THAT THE MARIANNA, A.T. AND T. RELAY
 EH2868'TOWER USED AS THE INITIAL IS A POSITIONED INTERSECTION STATION.
 EH2868'DATA NOT AVAILABLE AT THE TIME OF THIS OCCUPATION.
 EH2868'
 EH2868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/4
 EH2868'MILES SOUTH OF MARIANNA.
 EH2868
 EH2868                          STATION RECOVERY (1987)
 EH2868
 EH2868'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH2868'RECOVERED IN GOOD CONDITION.
 EH2868
 EH2868                          STATION RECOVERY (1990)
 EH2868
 EH2868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EH2868'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 EH2868'SEARCHED FOR.  STATION IS LOCATED ABOUT 13.0 KM (8.1 MI)
 EH2868'NORTH-NORTHWEST OF LEXA, 7.7 KM (4.8 MI) NORTHEAST OF RONDO, AND 6.9
 EH2868'KM (4.3 MI) SOUTH OF MARIANNA.  OWNERSHIP--ARKANSAS HIGHWAY AND
 EH2868'TRANSPORTATION DEPARTMENT.
 EH2868'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY 1 IN
 EH2868'MARIANNA, GO SOUTH ON STATE HIGHWAY 1  FOR 6.85 KM (4.26 MI) TO THE
 EH2868'JUNCTION OF STATE HIGHWAY 243.  CONTINUE SOUTH ON STATE HIGHWAY 1 FOR
 EH2868'0.36 KM (0.22 MI) TO THE STATION ON THE RIGHT.
 EH2868'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---JONES 1953
 EH2868'1970---.  SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS
 EH2868'RECESSED 30-CM BELOW THE GROUND.  IT IS 72.5 M (237.9 FT) SOUTH OF
 EH2868'UTILITY POLE NUMBER 70, 18.6 M (61.0 FT) NORTH OF A UTILITY POLE,
 EH2868'17.4 M (57.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 1, 0.6 M
 EH2868'(2.0 FT) NORTH OF A CARSONITE WITNESS POST, AND 0.3 M (1.0 FT) EAST
 EH2868'OF A METAL WITNESS POST.
 EH2868'DESCRIBED BY E.J.HANSMANN.  CHECKED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3076 ***********************************************************************
 EH3076  DESIGNATION -  JONES
 EH3076  PID         -  EH3076
 EH3076  STATE/COUNTY-  AR/PRAIRIE
 EH3076  USGS QUAD   -  WATTENSAW (1982)
 EH3076
 EH3076                         *CURRENT SURVEY CONTROL
 EH3076  ___________________________________________________________________
 EH3076* NAD 83(1997)-  34 55 18.04170(N)    091 48 13.95792(W)     ADJUSTED  
 EH3076* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 EH3076  ___________________________________________________________________
 EH3076  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EH3076  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EH3076
 EH3076  HORZ ORDER  -  THIRD
 EH3076
 EH3076.The horizontal coordinates were established by classical geodetic methods
 EH3076.and adjusted by the National Geodetic Survey in September 1999..
 EH3076
 EH3076.The orthometric height was scaled from a topographic map.
 EH3076
 EH3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3076
 EH3076.The geoid height was determined by GEOID03.
 EH3076
 EH3076;                    North         East     Units Scale Factor Converg.
 EH3076;SPC AR S     -   650,138.004   417,921.409   MT  1.00003825   +0 06 35.2
 EH3076;SPC AR S     - 2,132,994.43  1,371,130.49   sFT  1.00003825   +0 06 35.2
 EH3076;UTM  15      - 3,865,010.431   609,254.843   MT  0.99974712   +0 41 05.3
 EH3076
 EH3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3076!SPC AR S     -   0.99999122  x   1.00003825  =   1.00002947
 EH3076!UTM  15      -   0.99999122  x   0.99974712  =   0.99973834
 EH3076
 EH3076|---------------------------------------------------------------------|
 EH3076| PID    Reference Object                     Distance      Geod. Az  |
 EH3076|                                                           dddmmss.s |
 EH3076| CY6776 JONES RM 1                           24.761 METERS 02520     |
 EH3076| CY6775 JONES AZ MK                                        1795606.3 |
 EH3076| CY6777 JONES RM 2                           27.453 METERS 24441     |
 EH3076| CY6778 JONES RM 3                           30.867 METERS 24753     |
 EH3076|---------------------------------------------------------------------|
 EH3076
 EH3076                          SUPERSEDED SURVEY CONTROL
 EH3076
 EH3076  NAD 83(1986)-  34 55 18.04608(N)    091 48 13.95417(W) AD(       ) 3
 EH3076  NAD 27      -  34 55 17.72560(N)    091 48 13.45560(W) AD(       ) 3
 EH3076
 EH3076.Superseded values are not recommended for survey control.
 EH3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3076.See file dsdata.txt to determine how the superseded data were derived.
 EH3076
 EH3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0925565010(NAD 83)
 EH3076_MARKER: DS = TRIANGULATION STATION DISK
 EH3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3076
 EH3076  HISTORY     - Date     Condition        Report By
 EH3076  HISTORY     - 1954     MONUMENTED       CGS
 EH3076  HISTORY     - 1967     GOOD             CGS
 EH3076
 EH3076                          STATION DESCRIPTION
 EH3076
 EH3076'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH3076'THE STATION IS IN SECTION 36, T 4 N, R 7 W, ABOUT 11.5 MILES
 EH3076'NORTHEAST OF LONOKE, 11.5 MILES SOUTH-SOUTHEAST OF BEEBE,
 EH3076'10.5 MILES NORTHWEST OF CARLISLE AND JUST NORTH OF THE
 EH3076'LONOKE-PRAIRIE COUNTY LINE.  IT IS 57 FEET NORTH OF THE CENTER
 EH3076'OF AN EAST-WEST DIRT ROAD, 54 FEET WEST OF THE CENTER OF
 EH3076'AN NORTH-SOUTH DIRT ROAD, 36 FEET NORTHWEST OF A 36-INCH OAK
 EH3076'TREE AND ON LAND OWNED BY MR. E.T. JONES.
 EH3076'
 EH3076'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38
 EH3076'AND 13 IN HICKORY PLAINS, GO WEST ON STATE HIGHWAY 38 FOR
 EH3076'4 MILES TO A CURVE IN THE HIGHWAY AND A COUNTY LINE ROAD
 EH3076'LEADING SOUTH, TURN LEFT (SOUTH) AND FOLLOW THE COUNTY LINE
 EH3076'ROAD FOR 4 MILES TO A CROSSROAD AND THE STATION IN THE NORTHWEST
 EH3076'CORNER OF THE INTERSECTION.
 EH3076'
 EH3076'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 EH3076'A DIRT ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED
 EH3076'BELOW.
 EH3076'
 EH3076'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EH3076'JONES 1954.
 EH3076'
 EH3076'REFERENCE MARK 1 IS 19 FEET WEST OF THE CENTER OF THE ROAD,
 EH3076'12 FEET EAST OF A 12-INCH OAK TREE, AND 1 FOOT WEST OF A WIRE
 EH3076'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EH3076'JONES NO 1 1954.
 EH3076'
 EH3076'REFERENCE MARK 2 IS 21 FEET NORTH OF THE CENTER OF THE ROAD,
 EH3076'12 FEET EAST OF A POWERLINE POLE AND 1 FOOT NORTH OF A WIRE
 EH3076'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EH3076'JONES NO 2 1954.
 EH3076'
 EH3076'THE AZIMUTH MARK IS 90 FEET NORTHEAST OF A WHITE FRAME HOUSE,
 EH3076'27 FEET WEST OF THE CENTER OF A DIRT ROAD AND 1 FOOT NORTH
 EH3076'OF A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 EH3076'IS STAMPED JONES 1954.
 EH3076'
 EH3076'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH3076
 EH3076                          STATION RECOVERY (1967)
 EH3076
 EH3076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3076'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 EH3076'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 EH3076'DESTROYED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH3076'
 EH3076'THE STATION IS LOCATED IN SECTION 36, T 4 N, R 7 W, ABOUT
 EH3076'11-1/2 MILES NORTHEAST OF LONOKE, 11-1/2 MILES SOUTH-SOUTHEAST
 EH3076'OF BEEBE, 10-1/2 MILES NORTHWEST OF CARLISLE AND ON LAND
 EH3076'OWNED BY MR. E.T. JONES.
 EH3076'
 EH3076'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN
 EH3076'HICKORY PLAINS, GO WEST ON STATE HIGHWAY 38 FOR 4.1 MILES
 EH3076'TO A SIDE ROAD LEFT JUST BEFORE REACHING THE PRAIRIE-LONOKE
 EH3076'COUNTY LINE.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 1.55
 EH3076'MILES TO A CROSSROAD.  CONTINUE AHEAD AND GO SOUTH ON GRADED
 EH3076'ROAD FOR 0.5 MILE TO A CROSSROAD.  CONTINUE AHEAD AND GO SOUTH
 EH3076'ON GRADED ROAD FOR 2.1 MILES TO A CROSSROAD AND THE STATION
 EH3076'IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TO REACH THE
 EH3076'AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRADED ROAD FOR 0.3
 EH3076'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EH3076'
 EH3076'STATION MARK IS A STANDARD DISK, STAMPED JONES 1954, SET
 EH3076'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 EH3076'SURFACE.  IT IS 56 FEET NORTH OF THE CENTER OF AN EAST-WEST
 EH3076'GRADED ROAD, 53 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 EH3076'GRADED ROAD, 51 FEET NORTHWEST OF A FENCE CORNER, 36.5 FEET
 EH3076'NORTHWEST OF A 24 INCH OAK TREE, 39 FEET NORTH OF AN EAST-WEST
 EH3076'FENCE, 34 FEET WEST OF A NORTH-SOUTH FENCE AND IN THE SOUTHEAST
 EH3076'CORNER OF A PASTURE.
 EH3076'
 EH3076'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JONES NO 1 1954,
 EH3076'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 EH3076'SURFACE.  IT IS 114 FEET NORTH OF THE FENCE CORNER, 19 FEET WEST
 EH3076'OF THE CENTER OF THE NORTH-SOUTH ROAD, 13 FEET EAST OF A
 EH3076'16 INCH HICKORY TREE, 1.5 FEET WEST OF A METAL WITNESS POST
 EH3076'AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 EH3076'
 EH3076'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JONES NO 3 1954
 EH3076'1967, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 EH3076'THE GROUND SURFACE.  IT IS 127 FEET WEST OF THE FENCE CORNER,
 EH3076'17 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 1.5 FEET NORTH
 EH3076'OF A POWERLINE GUY POLE, 1.2 FEET WEST OF A METAL WITNESS
 EH3076'POST AND 0.5 FEET SOUTH OF THE EAST-WEST FENCE.
 EH3076'
 EH3076'AZIMUTH MARK IS A STANDARD DISK STAMPED JONES 1954, SET IN
 EH3076'THE TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES.  IT IS
 EH3076'49 FEET NORTH-NORTHWEST OF A FENCE CORNER, 31 FEET WEST OF
 EH3076'THE CENTER OF A GRAVELED ROAD, 8 FEET WEST OF A FENCE, 8
 EH3076'FEET WEST OF A METAL WITNESS POST AND 1.5 FEET NORTH OF A
 EH3076'POWERLINE POLE.
 EH3076'
 EH3076'JONES TO R.M. 1 = PLUS 1.0025 FEET.  JONES TO R.M. 3 =
 EH3076'-0.0690 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1298 ***********************************************************************
 EH1298  DESIGNATION -  JONES 2
 EH1298  PID         -  EH1298
 EH1298  STATE/COUNTY-  AR/ARKANSAS
 EH1298  USGS QUAD   -  GILLETT (1972)
 EH1298
 EH1298                         *CURRENT SURVEY CONTROL
 EH1298  ___________________________________________________________________
 EH1298* NAD 83(1997)-  34 01 42.05158(N)    091 22 44.51197(W)     ADJUSTED  
 EH1298* NAVD 88     -        54.262  (meters)     178.02   (feet)  ADJUSTED  
 EH1298  ___________________________________________________________________
 EH1298  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 EH1298  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1298  DYNAMIC HT  -          54.209 (meters)     177.85  (feet)  COMP
 EH1298  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH1298
 EH1298  HORZ ORDER  -  THIRD
 EH1298  VERT ORDER  -  FIRST     CLASS II
 EH1298
 EH1298.The horizontal coordinates were established by classical geodetic methods
 EH1298.and adjusted by the National Geodetic Survey in September 1999..
 EH1298.No horizontal observational check was made to the station.
 EH1298
 EH1298.The orthometric height was determined by differential leveling
 EH1298.and adjusted by the National Geodetic Survey in June 1991..
 EH1298
 EH1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1298
 EH1298.The geoid height was determined by GEOID03.
 EH1298
 EH1298.The dynamic height is computed by dividing the NAVD 88
 EH1298.geopotential number by the normal gravity value computed on the
 EH1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1298.degrees latitude (g = 980.6199 gals.).
 EH1298
 EH1298.The modeled gravity was interpolated from observed gravity values.
 EH1298
 EH1298;                    North         East     Units Scale Factor Converg.
 EH1298;SPC AR S     -   551,200.854   457,343.988   MT  0.99991848   +0 20 51.2
 EH1298;SPC AR S     - 1,808,398.14  1,500,469.40   sFT  0.99991848   +0 20 51.2
 EH1298;UTM  15      - 3,766,483.932   649,650.742   MT  0.99987608   +0 54 26.2
 EH1298
 EH1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1298!SPC AR S     -   0.99999559  x   0.99991848  =   0.99991407
 EH1298!UTM  15      -   0.99999559  x   0.99987608  =   0.99987167
 EH1298
 EH1298:                Primary Azimuth Mark                     Grid Az
 EH1298:SPC AR S     -  K 16 18                                  055 17 59.6
 EH1298:UTM  15      -  K 16 18                                  054 44 24.6
 EH1298
 EH1298|---------------------------------------------------------------------|
 EH1298| PID    Reference Object                     Distance      Geod. Az  |
 EH1298|                                                           dddmmss.s |
 EH1298| CY6783 K 16 18                                            0553850.8 |
 EH1298| EH1300 JONES 2 RM 4                         28.916 METERS 07957     |
 EH1298| EH1296 JONES                                58.345 METERS 12253     |
 EH1298| EH1299 JONES 2 RM 3                         34.582 METERS 34556     |
 EH1298|---------------------------------------------------------------------|
 EH1298
 EH1298                          SUPERSEDED SURVEY CONTROL
 EH1298
 EH1298  NAD 83(1986)-  34 01 42.05943(N)    091 22 44.50698(W) AD(       ) 3
 EH1298  NAD 27      -  34 01 41.69751(N)    091 22 44.07788(W) AD(       ) 3
 EH1298  NGVD 29 (??/??/??)   54.399  (m)          178.47   (f) ADJUSTED    1 2
 EH1298
 EH1298.Superseded values are not recommended for survey control.
 EH1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1298.See file dsdata.txt to determine how the superseded data were derived.
 EH1298
 EH1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4965166484(NAD 83)
 EH1298_MARKER: DS = TRIANGULATION STATION DISK
 EH1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1298_STAMPING: JONES 2 1935
 EH1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1298+STABILITY: SURFACE MOTION
 EH1298
 EH1298  HISTORY     - Date     Condition        Report By
 EH1298  HISTORY     - 1955     MONUMENTED       CGS
 EH1298  HISTORY     - 1955     GOOD             CGS
 EH1298  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1298
 EH1298                          STATION DESCRIPTION
 EH1298
 EH1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HDR)
 EH1298'THE STATION IS LOCATED 6.5 MI. S ALONG STATE HIGHWAY 1 FROM THE
 EH1298'ST. LOUIS AND SOUTHWESTERN RAILROAD STATION AT GILLETT.  IT
 EH1298'IS 228 FT. NW OF THE CENTERLINE OF THE HIGHWAY, 115 FT.
 EH1298'SE OF THE E CORNER OF A BARN, 4.5 FT. NE OF A FENCE, A STANDARD
 EH1298'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE
 EH1298'POST PROJECTING 0.3 FT.  THE MARK IS STAMPED JONES 2 1955.
 EH1298'
 EH1298'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JONES 2 NO 3
 EH1298'1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT.
 EH1298'ABOVE THE GROUND.  IT IS 2 FT. S OF THE E CORNER OF A BARN.
 EH1298'
 EH1298'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED JONES 2 NO 4 1955
 EH1298'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EH1298'IT IS 183 FT. NW OF THE CENTERLINE OF THE HIGHWAY.
 EH1298
 EH1298                          STATION RECOVERY (1955)
 EH1298
 EH1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1298'6.5 MI S FROM GILLETT.
 EH1298'6.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST LOUIS AND
 EH1298'SOUTHWESTERN RAILROAD STATION AT GILLETT, 228 FEET NORTHWEST OF THE
 EH1298'CENTER LINE OF THE HIGHWAY, 115 FEET SOUTHEAST OF THE EAST CORNER OF A
 EH1298'BARN, 4.5 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 EH1298'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH1298
 EH1298                          STATION RECOVERY (1976)
 EH1298
 EH1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1299 ***********************************************************************
 EH1299  DESIGNATION -  JONES 2 RM 3
 EH1299  PID         -  EH1299
 EH1299  STATE/COUNTY-  AR/ARKANSAS
 EH1299  USGS QUAD   -  GILLETT (1972)
 EH1299
 EH1299                         *CURRENT SURVEY CONTROL
 EH1299  ___________________________________________________________________
 EH1299* NAD 83(1986)-  34 01 40.     (N)    091 22 40.     (W)     SCALED    
 EH1299* NAVD 88     -        54.520  (meters)     178.87   (feet)  ADJUSTED  
 EH1299  ___________________________________________________________________
 EH1299  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1299  DYNAMIC HT  -          54.467 (meters)     178.70  (feet)  COMP
 EH1299  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH1299
 EH1299  VERT ORDER  -  FIRST     CLASS II
 EH1299
 EH1299.The horizontal coordinates were scaled from a topographic map and have
 EH1299.an estimated accuracy of +/- 6 seconds.
 EH1299
 EH1299.The orthometric height was determined by differential leveling
 EH1299.and adjusted by the National Geodetic Survey in June 1991..
 EH1299
 EH1299.The geoid height was determined by GEOID03.
 EH1299
 EH1299.The dynamic height is computed by dividing the NAVD 88
 EH1299.geopotential number by the normal gravity value computed on the
 EH1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1299.degrees latitude (g = 980.6199 gals.).
 EH1299
 EH1299.The modeled gravity was interpolated from observed gravity values.
 EH1299
 EH1299;                    North         East    Units  Estimated Accuracy
 EH1299;SPC AR S     -   551,140.      457,460.      MT  (+/- 180 meters Scaled)
 EH1299
 EH1299                          SUPERSEDED SURVEY CONTROL
 EH1299
 EH1299  NGVD 29 (??/??/??)   54.584  (m)          179.08   (f) ADJUSTED    1 2
 EH1299
 EH1299.Superseded values are not recommended for survey control.
 EH1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1299.See file dsdata.txt to determine how the superseded data were derived.
 EH1299
 EH1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT497664(NAD 83)
 EH1299_MARKER: DR = REFERENCE MARK DISK
 EH1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1299_STAMPING: JONES 2 NO 3 1955
 EH1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1299+STABILITY: SURFACE MOTION
 EH1299
 EH1299  HISTORY     - Date     Condition        Report By
 EH1299  HISTORY     - 1955     MONUMENTED       CGS
 EH1299  HISTORY     - 1976     GOOD             NGS
 EH1299  HISTORY     - 20050325 MARK NOT FOUND   ARHD
 EH1299
 EH1299                          STATION DESCRIPTION
 EH1299
 EH1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1299'6.5 MI S FROM GILLETT.
 EH1299'6.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1299'SOUTHWESTERN RAILROAD STATION AT GILLETT, 113.4 FEET NORTHWEST OF
 EH1299'TRIANGULATION STATION JONES 2 1955, 2 FEET SOUTH OF THE EAST CORNER OF
 EH1299'A BARN, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 EH1299'ABOVE THE GROUND.
 EH1299
 EH1299                          STATION RECOVERY (1976)
 EH1299
 EH1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1299'RECOVERED IN GOOD CONDITION.
 EH1299
 EH1299                          STATION RECOVERY (2005)
 EH1299
 EH1299'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 EH1299'THE CONCRET POST WAS FOUND NEARBY UPROOTED AND THE CAP MISSING.
 EH1299'STATION IS ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1300 ***********************************************************************
 EH1300  DESIGNATION -  JONES 2 RM 4
 EH1300  PID         -  EH1300
 EH1300  STATE/COUNTY-  AR/ARKANSAS
 EH1300  USGS QUAD   -  GILLETT (1972)
 EH1300
 EH1300                         *CURRENT SURVEY CONTROL
 EH1300  ___________________________________________________________________
 EH1300* NAD 83(1986)-  34 01 41.     (N)    091 22 40.     (W)     SCALED    
 EH1300* NAVD 88     -        54.417  (meters)     178.53   (feet)  ADJUSTED  
 EH1300  ___________________________________________________________________
 EH1300  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1300  DYNAMIC HT  -          54.363 (meters)     178.36  (feet)  COMP
 EH1300  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH1300
 EH1300  VERT ORDER  -  FIRST     CLASS II
 EH1300
 EH1300.The horizontal coordinates were scaled from a topographic map and have
 EH1300.an estimated accuracy of +/- 6 seconds.
 EH1300
 EH1300.The orthometric height was determined by differential leveling
 EH1300.and adjusted by the National Geodetic Survey in June 1991..
 EH1300
 EH1300.The geoid height was determined by GEOID03.
 EH1300
 EH1300.The dynamic height is computed by dividing the NAVD 88
 EH1300.geopotential number by the normal gravity value computed on the
 EH1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1300.degrees latitude (g = 980.6199 gals.).
 EH1300
 EH1300.The modeled gravity was interpolated from observed gravity values.
 EH1300
 EH1300;                    North         East    Units  Estimated Accuracy
 EH1300;SPC AR S     -   551,170.      457,460.      MT  (+/- 180 meters Scaled)
 EH1300
 EH1300                          SUPERSEDED SURVEY CONTROL
 EH1300
 EH1300  NGVD 29 (??/??/??)   54.554  (m)          178.98   (f) ADJUSTED    1 2
 EH1300
 EH1300.Superseded values are not recommended for survey control.
 EH1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1300.See file dsdata.txt to determine how the superseded data were derived.
 EH1300
 EH1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT497664(NAD 83)
 EH1300_MARKER: DR = REFERENCE MARK DISK
 EH1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1300_STAMPING: JONES 2 NO 4 1955
 EH1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1300+STABILITY: SURFACE MOTION
 EH1300
 EH1300  HISTORY     - Date     Condition        Report By
 EH1300  HISTORY     - 1955     MONUMENTED       CGS
 EH1300  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1300
 EH1300                          STATION DESCRIPTION
 EH1300
 EH1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1300'6.5 MI S FROM GILLETT.
 EH1300'6.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1300'SOUTHWESTERN RAILROAD STATION AT GILLETT, 94.9 FEET NORTHEAST OF
 EH1300'TRIANGULATION STATION JONES 2 1955, 183 FEET NORTHWEST OF THE CENTER
 EH1300'LINE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 EH1300'WITH THE GROUND.
 EH1300
 EH1300                          STATION RECOVERY (1976)
 EH1300
 EH1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1871 ***********************************************************************
 EJ1871  DESIGNATION -  JONES MILL GENERAL MOTORS TANK
 EJ1871  PID         -  EJ1871
 EJ1871  STATE/COUNTY-  AR/HOT SPRING
 EJ1871  USGS QUAD   -  LAKE CATHERINE (1978)
 EJ1871
 EJ1871                         *CURRENT SURVEY CONTROL
 EJ1871  ___________________________________________________________________
 EJ1871* NAD 83(1997)-  34 26 26.28867(N)    092 53 14.22526(W)     ADJUSTED  
 EJ1871* NAVD 88     -                                                        
 EJ1871  ___________________________________________________________________
 EJ1871  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 EJ1871  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EJ1871
 EJ1871  HORZ ORDER  -  THIRD
 EJ1871
 EJ1871.The horizontal coordinates were established by classical geodetic methods
 EJ1871.and adjusted by the National Geodetic Survey in September 1999..
 EJ1871
 EJ1871
 EJ1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1871
 EJ1871.The geoid height was determined by GEOID03.
 EJ1871
 EJ1871;                    North         East     Units Scale Factor Converg.
 EJ1871;SPC AR S     -   597,110.680   318,459.688   MT  0.99994353   -0 29 47.8
 EJ1871;SPC AR S     - 1,959,020.62  1,044,813.16   sFT  0.99994353   -0 29 47.8
 EJ1871;UTM  15      - 3,811,020.312   510,354.953   MT  0.99960132   +0 03 49.5
 EJ1871
 EJ1871                          SUPERSEDED SURVEY CONTROL
 EJ1871
 EJ1871  NAD 83(1986)-  34 26 26.29981(N)    092 53 14.21696(W) AD(       ) 4
 EJ1871  NAD 27      -  34 26 25.97689(N)    092 53 13.60423(W) AD(       ) 3
 EJ1871
 EJ1871.Superseded values are not recommended for survey control.
 EJ1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1871.See file dsdata.txt to determine how the superseded data were derived.
 EJ1871
 EJ1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1035511020(NAD 83)
 EJ1871_MARKER: 51 = TANK
 EJ1871
 EJ1871  HISTORY     - Date     Condition        Report By
 EJ1871  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1871  HISTORY     - 19980425 GOOD             USPSQD
 EJ1871
 EJ1871                          STATION DESCRIPTION
 EJ1871
 EJ1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1871'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ON
 EJ1871'THE GROUNDS OF GENERAL MOTORS INC. FOUNDRY PLANT IN JONES MILLS
 EJ1871'AND AT THE SOUTHWEST CORNER OF THE PLANT BUILDING.  IT IS A
 EJ1871'FOUR LEGGED SELF SUPPORTED STEEL TANK PAINTED ORANGE WITH THE
 EJ1871'LEGEND CENTRAL FOUNDRY ON ITS NORTH SIDE.  THE OVERALL HEIGHT IS
 EJ1871'130 FEET.
 EJ1871
 EJ1871                          STATION RECOVERY (1998)
 EJ1871
 EJ1871'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2107 ***********************************************************************
 FF2107  DESIGNATION -  JONESBORO CITY WATR LT PLT STK
 FF2107  PID         -  FF2107
 FF2107  STATE/COUNTY-  AR/CRAIGHEAD
 FF2107  USGS QUAD   -  JONESBORO (1983)
 FF2107
 FF2107                         *CURRENT SURVEY CONTROL
 FF2107  ___________________________________________________________________
 FF2107* NAD 83(1997)-  35 50 42.07721(N)    090 42 18.57652(W)     ADJUSTED  
 FF2107* NAVD 88     -                                                        
 FF2107  ___________________________________________________________________
 FF2107  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FF2107  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF2107
 FF2107  HORZ ORDER  -  THIRD
 FF2107
 FF2107.The horizontal coordinates were established by classical geodetic methods
 FF2107.and adjusted by the National Geodetic Survey in September 1999..
 FF2107
 FF2107
 FF2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2107
 FF2107.The geoid height was determined by GEOID03.
 FF2107
 FF2107;                    North         East     Units Scale Factor Converg.
 FF2107;SPC AR N     -   168,479.428   516,965.877   MT  0.99994626   +0 45 12.5
 FF2107;SPC AR N     -   552,752.92  1,696,078.88   sFT  0.99994626   +0 45 12.5
 FF2107;UTM  15      - 3,969,190.524   707,249.938   MT  1.00012930   +1 20 39.6
 FF2107
 FF2107                          SUPERSEDED SURVEY CONTROL
 FF2107
 FF2107  NAD 83(1997)-  35 50 42.08461(N)    090 42 18.57796(W) AD(       ) 4
 FF2107  NAD 83(1986)-  35 50 42.08856(N)    090 42 18.57604(W) AD(       ) 4
 FF2107  NAD 27      -  35 50 41.81800(N)    090 42 18.17300(W) AD(       ) 3
 FF2107
 FF2107.Superseded values are not recommended for survey control.
 FF2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2107.See file dsdata.txt to determine how the superseded data were derived.
 FF2107
 FF2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0725069191(NAD 83)
 FF2107_MARKER: 63 = STACK
 FF2107
 FF2107  HISTORY     - Date     Condition        Report By
 FF2107  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2107
 FF2107                          STATION DESCRIPTION
 FF2107
 FF2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2107'THE STATION IS LOCATED AT THE NORTH PART OF JONESBORO, NEAR
 FF2107'THE CENTER OF A LARGE BRICK BUILDING.  IT IS 110 FEET WEST
 FF2107'OF THE CENTER OF W. MAIN STREET AND 100 FEET SOUTH OF W.
 FF2107'JOHNSON STREET.
 FF2107'
 FF2107'IT IS A CONCRETE STACK WHICH IS ABOUT 15 FEET IN DIAMETER
 FF2107'AT THE BASE AND ABOUT 5 FEET IN DIAMETER AT THE TOP.
 FF2107'THE OVERALL HEIGHT IS ABOUT 175 FEET.  THE POINT OBSERVED
 FF2107'UPON WAS THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2104 ***********************************************************************
 FF2104  DESIGNATION -  JONESBORO MUNICIPAL TANK
 FF2104  PID         -  FF2104
 FF2104  STATE/COUNTY-  AR/CRAIGHEAD
 FF2104  USGS QUAD   -  JONESBORO (1983)
 FF2104
 FF2104                         *CURRENT SURVEY CONTROL
 FF2104  ___________________________________________________________________
 FF2104* NAD 83(1997)-  35 49 46.54441(N)    090 42 23.64304(W)     ADJUSTED  
 FF2104* NAVD 88     -                                                        
 FF2104  ___________________________________________________________________
 FF2104  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FF2104  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF2104
 FF2104  HORZ ORDER  -  THIRD
 FF2104
 FF2104.The horizontal coordinates were established by classical geodetic methods
 FF2104.and adjusted by the National Geodetic Survey in September 1999..
 FF2104
 FF2104
 FF2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2104
 FF2104.The geoid height was determined by GEOID03.
 FF2104
 FF2104;                    North         East     Units Scale Factor Converg.
 FF2104;SPC AR N     -   166,766.415   516,861.235   MT  0.99994507   +0 45 09.5
 FF2104;SPC AR N     -   547,132.81  1,695,735.57   sFT  0.99994507   +0 45 09.5
 FF2104;UTM  15      - 3,967,476.209   707,162.943   MT  1.00012886   +1 20 34.8
 FF2104
 FF2104                          SUPERSEDED SURVEY CONTROL
 FF2104
 FF2104  NAD 83(1997)-  35 49 46.55148(N)    090 42 23.64440(W) AD(       ) 4
 FF2104  NAD 83(1986)-  35 49 46.55583(N)    090 42 23.64253(W) AD(       ) 4
 FF2104  NAD 27      -  35 49 46.28100(N)    090 42 23.24300(W) AD(       ) 3
 FF2104
 FF2104.Superseded values are not recommended for survey control.
 FF2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2104.See file dsdata.txt to determine how the superseded data were derived.
 FF2104
 FF2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0716367476(NAD 83)
 FF2104_MARKER: 53 = ELEVATED TANK
 FF2104
 FF2104  HISTORY     - Date     Condition        Report By
 FF2104  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2104
 FF2104                          STATION DESCRIPTION
 FF2104
 FF2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2104'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF THE CITY OF
 FF2104'JONESBORO, 140 FEET EAST OF MADISON STREET, 125 FEET SOUTH
 FF2104'OF THE CENTER OF STRAWN STREET, 120 FEET WEST OF AN ALLEY
 FF2104'AND 105 FEET NORTH OF ARLINGTON STREET.
 FF2104'
 FF2104'IT IS A TWELVE LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 FF2104'THE OVERALL HEIGHT IS 120 FEET.  THE POINT OBSERVED UPON
 FF2104'WAS THE TOP AND CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2105 ***********************************************************************
 FF2105  DESIGNATION -  JONESBORO RADIO STA KNEA MAST
 FF2105  PID         -  FF2105
 FF2105  STATE/COUNTY-  AR/CRAIGHEAD
 FF2105  USGS QUAD   -  JONESBORO (1983)
 FF2105
 FF2105                         *CURRENT SURVEY CONTROL
 FF2105  ___________________________________________________________________
 FF2105* NAD 83(1997)-  35 51 17.28713(N)    090 43 45.55337(W)     ADJUSTED  
 FF2105* NAVD 88     -                                                        
 FF2105  ___________________________________________________________________
 FF2105  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 FF2105  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF2105
 FF2105  HORZ ORDER  -  THIRD
 FF2105
 FF2105.The horizontal coordinates were established by classical geodetic methods
 FF2105.and adjusted by the National Geodetic Survey in September 1999..
 FF2105
 FF2105
 FF2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2105
 FF2105.The geoid height was determined by GEOID03.
 FF2105
 FF2105;                    North         East     Units Scale Factor Converg.
 FF2105;SPC AR N     -   169,536.058   514,769.546   MT  0.99994705   +0 44 21.9
 FF2105;SPC AR N     -   556,219.55  1,688,873.09   sFT  0.99994705   +0 44 21.9
 FF2105;UTM  15      - 3,970,224.628   705,042.434   MT  1.00011808   +1 19 49.7
 FF2105
 FF2105                          SUPERSEDED SURVEY CONTROL
 FF2105
 FF2105  NAD 83(1997)-  35 51 17.29432(N)    090 43 45.55363(W) AD(       ) 4
 FF2105  NAD 83(1986)-  35 51 17.29850(N)    090 43 45.55308(W) AD(       ) 4
 FF2105  NAD 27      -  35 51 17.03000(N)    090 43 45.14500(W) AD(       ) 3
 FF2105
 FF2105.Superseded values are not recommended for survey control.
 FF2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2105.See file dsdata.txt to determine how the superseded data were derived.
 FF2105
 FF2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0504270225(NAD 83)
 FF2105_MARKER: 42 = RADIO/TV MAST
 FF2105
 FF2105  HISTORY     - Date     Condition        Report By
 FF2105  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2105
 FF2105                          STATION DESCRIPTION
 FF2105
 FF2105'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2109 ***********************************************************************
 FF2109  DESIGNATION -  JONESBORO RADIO STA KBTM MAST
 FF2109  PID         -  FF2109
 FF2109  STATE/COUNTY-  AR/CRAIGHEAD
 FF2109  USGS QUAD   -  JONESBORO (1983)
 FF2109
 FF2109                         *CURRENT SURVEY CONTROL
 FF2109  ___________________________________________________________________
 FF2109* NAD 83(1997)-  35 50 28.76126(N)    090 39 44.37243(W)     ADJUSTED  
 FF2109* NAVD 88     -                                                        
 FF2109  ___________________________________________________________________
 FF2109  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FF2109  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF2109
 FF2109  HORZ ORDER  -  THIRD
 FF2109
 FF2109.The horizontal coordinates were established by classical geodetic methods
 FF2109.and adjusted by the National Geodetic Survey in September 1999..
 FF2109
 FF2109
 FF2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2109
 FF2109.The geoid height was determined by GEOID03.
 FF2109
 FF2109;                    North         East     Units Scale Factor Converg.
 FF2109;SPC AR N     -   168,120.801   520,840.554   MT  0.99994597   +0 46 42.2
 FF2109;SPC AR N     -   551,576.33  1,708,791.05   sFT  0.99994597   +0 46 42.2
 FF2109;UTM  15      - 3,968,871.813   711,128.857   MT  1.00014930   +1 22 09.5
 FF2109
 FF2109                          SUPERSEDED SURVEY CONTROL
 FF2109
 FF2109  NAD 83(1997)-  35 50 28.76864(N)    090 39 44.37293(W) AD(       ) 4
 FF2109  NAD 83(1986)-  35 50 28.77272(N)    090 39 44.37211(W) AD(       ) 4
 FF2109  NAD 27      -  35 50 28.50200(N)    090 39 43.97300(W) AD(       ) 3
 FF2109
 FF2109.Superseded values are not recommended for survey control.
 FF2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2109.See file dsdata.txt to determine how the superseded data were derived.
 FF2109
 FF2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1112968872(NAD 83)
 FF2109_MARKER: 42 = RADIO/TV MAST
 FF2109
 FF2109  HISTORY     - Date     Condition        Report By
 FF2109  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2109  HISTORY     - 1965     GOOD             CGS
 FF2109  HISTORY     - 1970     GOOD             NGS
 FF2109  HISTORY     - 1975     GOOD             NGS
 FF2109  HISTORY     - 1982     GOOD             NGS
 FF2109
 FF2109                          STATION DESCRIPTION
 FF2109
 FF2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2109'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE EAST SIDE
 FF2109'OF JONESBORO, 0.75 MILE EAST OF THE ARKANSAS STATE COLLEGE
 FF2109'CAMPUS AND 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FF2109'KBTM TRANSMITTER BUILDING.
 FF2109'
 FF2109'IT IS A THREE LEGGED STEEL STRUCTURE WITH A RED LIGHT ON
 FF2109'THE TOP.  THE OVERALL HEIGHT IS 191 FEET.  THE POINT OBSERVED
 FF2109'UPON WAS THE RED LIGHT ON TOP.
 FF2109
 FF2109                          STATION RECOVERY (1965)
 FF2109
 FF2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FF2109'THE STATION WAS RECOVERED AS DESCRIBED
 FF2109'AND FOUND TO BE IN GOOD CONDITION.
 FF2109
 FF2109                          STATION RECOVERY (1970)
 FF2109
 FF2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 FF2109'THE STATION WAS RECOVERED AS DESCRIBED.
 FF2109'NOTE--THE TOWER (MAST) NOW HAS TWO RED LIGHTS ON TOP WHICH
 FF2109'ARE ECCENTRIC.
 FF2109
 FF2109                          STATION RECOVERY (1975)
 FF2109
 FF2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 FF2109'THE STATION WAS RECOVERED AS DESCRIBED.
 FF2109'
 FF2109'NOTE--THE TOWER NOW HAS TWO RED LIGHTS ON TOP WHICH ARE ECCENTRIC.
 FF2109'
 FF2109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF2109'ONE MILE EAST OF EAST SIDE OF JONESBORO.
 FF2109
 FF2109                          STATION RECOVERY (1982)
 FF2109
 FF2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC)
 FF2109'RECOVERED AS DESCRIBED IN QUAD 350904 STA 1036 EXCEPT THAT THE MAST
 FF2109'NOW HAS TWO OBSTRUCTION LIGHTS ON TOP.  THE POINT OBSERVED WAS THE
 FF2109'FITTING HOLDING THE LIGHTS.
 FF2109'
 FF2109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN JONESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2103 ***********************************************************************
 FF2103  DESIGNATION -  JONESBORO REA RADIO MAST
 FF2103  PID         -  FF2103
 FF2103  STATE/COUNTY-  AR/CRAIGHEAD
 FF2103  USGS QUAD   -  JONESBORO (1983)
 FF2103
 FF2103                         *CURRENT SURVEY CONTROL
 FF2103  ___________________________________________________________________
 FF2103* NAD 83(1997)-  35 48 52.19554(N)    090 42 07.51922(W)     ADJUSTED  
 FF2103* NAVD 88     -                                                        
 FF2103  ___________________________________________________________________
 FF2103  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FF2103  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF2103
 FF2103  HORZ ORDER  -  THIRD
 FF2103
 FF2103.The horizontal coordinates were established by classical geodetic methods
 FF2103.and adjusted by the National Geodetic Survey in September 1999..
 FF2103
 FF2103
 FF2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2103
 FF2103.The geoid height was determined by GEOID03.
 FF2103
 FF2103;                    North         East     Units Scale Factor Converg.
 FF2103;SPC AR N     -   165,096.891   517,287.952   MT  0.99994398   +0 45 18.9
 FF2103;SPC AR N     -   541,655.38  1,697,135.56   sFT  0.99994398   +0 45 18.9
 FF2103;UTM  15      - 3,965,810.859   707,606.915   MT  1.00013113   +1 20 42.5
 FF2103
 FF2103                          SUPERSEDED SURVEY CONTROL
 FF2103
 FF2103  NAD 83(1997)-  35 48 52.20250(N)    090 42 07.52021(W) AD(       ) 4
 FF2103  NAD 83(1986)-  35 48 52.20698(N)    090 42 07.51877(W) AD(       ) 4
 FF2103  NAD 27      -  35 48 51.93700(N)    090 42 07.11000(W) AD(       ) 3
 FF2103
 FF2103.Superseded values are not recommended for survey control.
 FF2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2103.See file dsdata.txt to determine how the superseded data were derived.
 FF2103
 FF2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0760765811(NAD 83)
 FF2103_MARKER: 42 = RADIO/TV MAST
 FF2103
 FF2103  HISTORY     - Date     Condition        Report By
 FF2103  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2103  HISTORY     - 1970     GOOD             NGS
 FF2103
 FF2103                          STATION DESCRIPTION
 FF2103
 FF2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2103'THE STATION IS LOCATED ABOUT 0.3 MILE SOUTH OF THE SOUTH
 FF2103'PART OF JONESBORO, 105 FEET WEST OF THE CENTER OF STATE
 FF2103'HIGHWAY 1 AND 10 FEET NORTH OF THE NORTH SIDE OF A SMALL
 FF2103'BUILDING.
 FF2103'
 FF2103'IT IS A THREE LEGGED STEEL STRUCTURE WITH A RED LIGHT ON THE
 FF2103'TOP.  THE OVERALL HEIGHT IS 190 FEET.  THE POINT OBSERVED
 FF2103'UPON WAS THE RED LIGHT ON ON TOP.
 FF2103'
 FF2103'TO REACH THE STATION FROM THE CRAIGHEAD COUNTY COURTHOUSE IN
 FF2103'JONESBORO, GO SOUTH, EAST AND SOUTH ON STATE HIGHWAY 1 FOR
 FF2103'1.8 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 FF2103
 FF2103                          STATION RECOVERY (1970)
 FF2103
 FF2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 FF2103'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1019 ***********************************************************************
 FF1019  DESIGNATION -  JONQUIL
 FF1019  PID         -  FF1019
 FF1019  STATE/COUNTY-  AR/ST FRANCIS
 FF1019  USGS QUAD   -  CHATFIELD (1992)
 FF1019
 FF1019                         *CURRENT SURVEY CONTROL
 FF1019  ___________________________________________________________________
 FF1019* NAD 83(1997)-  35 04 56.14458(N)    090 27 07.20923(W)     ADJUSTED  
 FF1019* NAVD 88     -        63.979  (meters)     209.90   (feet)  POSTED    
 FF1019  ___________________________________________________________________
 FF1019  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FF1019  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF1019  DYNAMIC HT  -          63.920 (meters)     209.71  (feet)  COMP
 FF1019  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FF1019
 FF1019  HORZ ORDER  -  FIRST
 FF1019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF1019
 FF1019.The horizontal coordinates were established by classical geodetic methods
 FF1019.and adjusted by the National Geodetic Survey in September 1999..
 FF1019
 FF1019.The orthometric height was determined by differential leveling
 FF1019.and adjusted by the National Geodetic Survey in 1992..
 FF1019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF1019.rate of 0.0 thru 1.0 mm/km.
 FF1019
 FF1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1019
 FF1019.The geoid height was determined by GEOID03.
 FF1019
 FF1019.The dynamic height is computed by dividing the NAVD 88
 FF1019.geopotential number by the normal gravity value computed on the
 FF1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1019.degrees latitude (g = 980.6199 gals.).
 FF1019
 FF1019.The modeled gravity was interpolated from observed gravity values.
 FF1019
 FF1019;                    North         East     Units Scale Factor Converg.
 FF1019;SPC AR N     -    84,197.197   541,162.803   MT  0.99997406   +0 54 02.8
 FF1019;SPC AR N     -   276,236.97  1,775,464.96   sFT  0.99997406   +0 54 02.8
 FF1019;UTM  15      - 3,885,135.662   732,302.245   MT  1.00026513   +1 27 54.4
 FF1019
 FF1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1019!SPC AR N     -   0.99999421  x   0.99997406  =   0.99996827
 FF1019!UTM  15      -   0.99999421  x   1.00026513  =   1.00025934
 FF1019
 FF1019|---------------------------------------------------------------------|
 FF1019| PID    Reference Object                     Distance      Geod. Az  |
 FF1019|                                                           dddmmss.s |
 FF1019| FF1020 JONQUIL RM                           22.569 METERS 25114     |
 FF1019|---------------------------------------------------------------------|
 FF1019
 FF1019                          SUPERSEDED SURVEY CONTROL
 FF1019
 FF1019  NAD 83(1997)-  35 04 56.14663(N)    090 27 07.20848(W) AD(       ) 1
 FF1019  NAD 83(1997)-  35 04 56.15058(N)    090 27 07.20856(W) AD(       ) 1
 FF1019  NAD 83(1986)-  35 04 56.15498(N)    090 27 07.20912(W) AD(       ) 1
 FF1019  NAD 27      -  35 04 55.82400(N)    090 27 06.84400(W) AD(       ) 1
 FF1019  NGVD 29 (??/??/??)   63.946  (m)          209.80   (f) ADJUSTED    1 2
 FF1019
 FF1019.Superseded values are not recommended for survey control.
 FF1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1019.See file dsdata.txt to determine how the superseded data were derived.
 FF1019
 FF1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3230285136(NAD 83)
 FF1019_MARKER: DS = TRIANGULATION STATION DISK
 FF1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1019
 FF1019  HISTORY     - Date     Condition        Report By
 FF1019  HISTORY     - 1916     MONUMENTED       CGS
 FF1019  HISTORY     - 1920     GOOD             CGS
 FF1019  HISTORY     - 1928     MARK NOT FOUND   CGS
 FF1019  HISTORY     - 1935     MARK NOT FOUND   CGS
 FF1019  HISTORY     - 1952     SEE DESCRIPTION  CGS
 FF1019
 FF1019                          STATION DESCRIPTION
 FF1019
 FF1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF1019'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF1019'RAILWAY AT JONQUIL RAILWAY STATION, 12.23 METERS (63.1 FEET)
 FF1019'W OF STATION BOARD, 3.03 METERS (9.9 FEET) S OF S RAIL OF MAIN
 FF1019'TRACK, ABOUT 175 METERS (574 FEET) W OF SWITCH STAND AT E END OF
 FF1019'SIDE TRACK, AND 39.08 METERS (128.2 FEET) E OF FIFTEENTH
 FF1019'TELEGRAPH POLE W OF MILEPOST 24.
 FF1019'
 FF1019'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FF1019'IN CONCRETE.
 FF1019'
 FF1019'A STANDARD REFERENCE DISK IN CONCRETE, IS 7.63 METERS
 FF1019'(25.0 FEET) S OF S RAIL OF MAIN TRACK, AND 22.569 METERS
 FF1019'(74.05 FEET) FROM STATION, S 71 DEG 13 MIN W.
 FF1019
 FF1019                          STATION RECOVERY (1920)
 FF1019
 FF1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FF1019'IN 1920 NAME AND DATE WERE STAMPED ON REFERENCE MARK, SURFACE
 FF1019'MARK WAS FOUND IN DITCH, UNDERGROUND MARK WAS NOT FOUND.
 FF1019
 FF1019                          STATION RECOVERY (1928)
 FF1019
 FF1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 FF1019'IN 1928 NEITHER REFERENCE MARK NOR STATION MARK WERE FOUND,
 FF1019'THOUGH IT WAS STATED THAT STATION MAY POSSIBLY BE UNDER FILL.
 FF1019'
 FF1019'ELEVATION OF STATION IS 63.946 METERS (209.796 FEET), OF
 FF1019'REFERENCE MARK, 62.144 METERS (203.884 FEET).
 FF1019
 FF1019                          STATION RECOVERY (1935)
 FF1019
 FF1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF1019'THE SECTION WAS VISITED BUT NO TRACE OF EITHER STATION MARK
 FF1019'OR REFERENCE MARK WAS FOUND.
 FF1019'
 FF1019'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 FF1019
 FF1019                          STATION RECOVERY (1952)
 FF1019
 FF1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 FF1019'REPORTED LOST IN 1935, NO ATTEMPT MADE TO RECOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1259 ***********************************************************************
 FF1259  DESIGNATION -  JUAN
 FF1259  PID         -  FF1259
 FF1259  STATE/COUNTY-  AR/WOODRUFF
 FF1259  USGS QUAD   -  GREGORY SW (1993)
 FF1259
 FF1259                         *CURRENT SURVEY CONTROL
 FF1259  ___________________________________________________________________
 FF1259* NAD 83(1986)-  35 06 34.     (N)    091 25 12.     (W)     SCALED    
 FF1259* NAVD 88     -        60.521  (meters)     198.56   (feet)  ADJUSTED  
 FF1259  ___________________________________________________________________
 FF1259  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FF1259  DYNAMIC HT  -          60.466 (meters)     198.38  (feet)  COMP
 FF1259  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 FF1259
 FF1259  VERT ORDER  -  SECOND    CLASS 0
 FF1259
 FF1259.The horizontal coordinates were scaled from a topographic map and have
 FF1259.an estimated accuracy of +/- 6 seconds.
 FF1259
 FF1259.The orthometric height was determined by differential leveling
 FF1259.and adjusted by the National Geodetic Survey in June 1991..
 FF1259
 FF1259.The geoid height was determined by GEOID03.
 FF1259
 FF1259.The dynamic height is computed by dividing the NAVD 88
 FF1259.geopotential number by the normal gravity value computed on the
 FF1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1259.degrees latitude (g = 980.6199 gals.).
 FF1259
 FF1259.The modeled gravity was interpolated from observed gravity values.
 FF1259
 FF1259;                    North         East    Units  Estimated Accuracy
 FF1259;SPC AR N     -    86,260.      452,880.      MT  (+/- 180 meters Scaled)
 FF1259
 FF1259                          SUPERSEDED SURVEY CONTROL
 FF1259
 FF1259  NGVD 29 (??/??/??)   60.491  (m)          198.46   (f) ADJUSTED    2 0
 FF1259
 FF1259.Superseded values are not recommended for survey control.
 FF1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1259.See file dsdata.txt to determine how the superseded data were derived.
 FF1259
 FF1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU439863(NAD 83)
 FF1259_MARKER: DD = SURVEY DISK
 FF1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1259_STAMPING: JUAN 1934
 FF1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1259+STABILITY: SURFACE MOTION
 FF1259
 FF1259  HISTORY     - Date     Condition        Report By
 FF1259  HISTORY     - 1934     MONUMENTED       ARGS
 FF1259  HISTORY     - 1935     GOOD             CGS
 FF1259  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1259
 FF1259                          STATION DESCRIPTION
 FF1259
 FF1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1259'0.9 MI NW FROM MC CLELLAND.
 FF1259'ABOUT 0.9 MILE NORTHWEST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1259'RAILWAY FROM THE STATION AT MC CLELLAND, WOODRUFF COUNTY, ABOUT
 FF1259'635 FEET SOUTHEAST OF THE POINT WHERE THE LEVEE LEAVES THE
 FF1259'TRACK, ON THE OUTSIDE OF A CURVE, ON THE PROJECTED CENTER LINE
 FF1259'OF THE TANGENT TO THE EAST END OF THE CURVE, 8 FEET WEST OF THE
 FF1259'FOURTH POLE SOUTHEAST OF MILEPOST 294, 11 FEET NORTHEAST OF THE
 FF1259'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP
 FF1259'OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED JUAN 1934 AND
 FF1259'SET IN THE TOP OF A CONCRETE POST.
 FF1259
 FF1259                          STATION RECOVERY (2003)
 FF1259
 FF1259'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1848 ***********************************************************************
 FF1848  DESIGNATION -  JUDSONIA ENTERPRISE BOX CO TK
 FF1848  PID         -  FF1848
 FF1848  STATE/COUNTY-  AR/WHITE
 FF1848  USGS QUAD   -  JUDSONIA (1994)
 FF1848
 FF1848                         *CURRENT SURVEY CONTROL
 FF1848  ___________________________________________________________________
 FF1848* NAD 83(1997)-  35 16 04.21277(N)    091 38 22.15927(W)     ADJUSTED  
 FF1848* NAVD 88     -                                                        
 FF1848  ___________________________________________________________________
 FF1848  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FF1848  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1848
 FF1848  HORZ ORDER  -  THIRD
 FF1848
 FF1848.The horizontal coordinates were established by classical geodetic methods
 FF1848.and adjusted by the National Geodetic Survey in September 1999..
 FF1848
 FF1848
 FF1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1848
 FF1848.The geoid height was determined by GEOID03.
 FF1848
 FF1848;                    North         East     Units Scale Factor Converg.
 FF1848;SPC AR N     -   103,735.123   432,801.143   MT  0.99995109   +0 12 35.2
 FF1848;SPC AR N     -   340,337.65  1,419,948.42   sFT  0.99995109   +0 12 35.2
 FF1848;UTM  15      - 3,903,594.228   623,746.923   MT  0.99978872   +0 47 08.4
 FF1848
 FF1848                          SUPERSEDED SURVEY CONTROL
 FF1848
 FF1848  NAD 83(1986)-  35 16 04.22221(N)    091 38 22.15820(W) AD(       ) 4
 FF1848  NAD 27      -  35 16 03.91800(N)    091 38 21.67200(W) AD(       ) 3
 FF1848
 FF1848.Superseded values are not recommended for survey control.
 FF1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1848.See file dsdata.txt to determine how the superseded data were derived.
 FF1848
 FF1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2374703594(NAD 83)
 FF1848_MARKER: 53 = ELEVATED TANK
 FF1848
 FF1848  HISTORY     - Date     Condition        Report By
 FF1848  HISTORY     - 1962     FIRST OBSERVED   CGS
 FF1848
 FF1848                          STATION DESCRIPTION
 FF1848
 FF1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1848'THE STATION IS THE BALL ATOP A SILVER TANK WHICH IS SUPPORTED
 FF1848'BY A FOUR-LEGGED STEEL STRUCTURE AND IS 125 FEET IN HEIGHT.
 FF1848'
 FF1848'IT IS LOCATED IN THE SOUTH PART OF JUDSONIA, NEAR THE NORTH
 FF1848'END OF A BRIDGE OVER THE LITTLE RED RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1843 ***********************************************************************
 FF1843  DESIGNATION -  JUDSONIA MUNICIPAL TANK
 FF1843  PID         -  FF1843
 FF1843  STATE/COUNTY-  AR/WHITE
 FF1843  USGS QUAD   -  JUDSONIA (1994)
 FF1843
 FF1843                         *CURRENT SURVEY CONTROL
 FF1843  ___________________________________________________________________
 FF1843* NAD 83(1997)-  35 16 24.23958(N)    091 38 15.71491(W)     ADJUSTED  
 FF1843* NAVD 88     -                                                        
 FF1843  ___________________________________________________________________
 FF1843  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FF1843  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1843
 FF1843  HORZ ORDER  -  THIRD
 FF1843
 FF1843.The horizontal coordinates were established by classical geodetic methods
 FF1843.and adjusted by the National Geodetic Survey in September 1999..
 FF1843
 FF1843
 FF1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1843
 FF1843.The geoid height was determined by GEOID03.
 FF1843
 FF1843;                    North         East     Units Scale Factor Converg.
 FF1843;SPC AR N     -   104,352.876   432,961.743   MT  0.99995057   +0 12 39.0
 FF1843;SPC AR N     -   342,364.39  1,420,475.32   sFT  0.99995057   +0 12 39.0
 FF1843;UTM  15      - 3,904,213.465   623,901.281   MT  0.99978919   +0 47 12.5
 FF1843
 FF1843                          SUPERSEDED SURVEY CONTROL
 FF1843
 FF1843  NAD 83(1986)-  35 16 24.24938(N)    091 38 15.71395(W) AD(       ) 4
 FF1843  NAD 27      -  35 16 23.94300(N)    091 38 15.22700(W) AD(       ) 3
 FF1843
 FF1843.Superseded values are not recommended for survey control.
 FF1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1843.See file dsdata.txt to determine how the superseded data were derived.
 FF1843
 FF1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2390104213(NAD 83)
 FF1843_MARKER: 51 = TANK
 FF1843
 FF1843  HISTORY     - Date     Condition        Report By
 FF1843  HISTORY     - 1934     FIRST OBSERVED   CGS
 FF1843  HISTORY     - 1962     GOOD             CGS
 FF1843
 FF1843                          STATION DESCRIPTION
 FF1843
 FF1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1843'THE STATION IS THE BALL ATOP THE WATER TANK WHICH IS LOCATED
 FF1843'IN THE EAST CENTRAL PART OF JUDSONIA.
 FF1843'
 FF1843'THE TANK IS SILVER, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 FF1843'AND ABOUT 120 FEET IN HEIGHT.
 FF1843'
 FF1843'NOTE- THIS TANK WAS NOT PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1260 ***********************************************************************
 FF1260  DESIGNATION -  JULY
 FF1260  PID         -  FF1260
 FF1260  STATE/COUNTY-  AR/WOODRUFF
 FF1260  USGS QUAD   -  GREGORY SW (1993)
 FF1260
 FF1260                         *CURRENT SURVEY CONTROL
 FF1260  ___________________________________________________________________
 FF1260* NAD 83(1986)-  35 06 53.     (N)    091 26 02.     (W)     SCALED    
 FF1260* NAVD 88     -        61.770  (meters)     202.66   (feet)  ADJUSTED  
 FF1260  ___________________________________________________________________
 FF1260  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1260  DYNAMIC HT  -          61.713 (meters)     202.47  (feet)  COMP
 FF1260  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 FF1260
 FF1260  VERT ORDER  -  SECOND    CLASS 0
 FF1260
 FF1260.The horizontal coordinates were scaled from a topographic map and have
 FF1260.an estimated accuracy of +/- 6 seconds.
 FF1260
 FF1260.The orthometric height was determined by differential leveling
 FF1260.and adjusted by the National Geodetic Survey in June 1991..
 FF1260
 FF1260.The geoid height was determined by GEOID03.
 FF1260
 FF1260.The dynamic height is computed by dividing the NAVD 88
 FF1260.geopotential number by the normal gravity value computed on the
 FF1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1260.degrees latitude (g = 980.6199 gals.).
 FF1260
 FF1260.The modeled gravity was interpolated from observed gravity values.
 FF1260
 FF1260;                    North         East    Units  Estimated Accuracy
 FF1260;SPC AR N     -    86,840.      451,610.      MT  (+/- 180 meters Scaled)
 FF1260
 FF1260                          SUPERSEDED SURVEY CONTROL
 FF1260
 FF1260  NGVD 29 (??/??/??)   61.739  (m)          202.56   (f) ADJUSTED    2 0
 FF1260
 FF1260.Superseded values are not recommended for survey control.
 FF1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1260.See file dsdata.txt to determine how the superseded data were derived.
 FF1260
 FF1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU427868(NAD 83)
 FF1260_MARKER: DD = SURVEY DISK
 FF1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1260_STAMPING: JULY 1934
 FF1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1260+STABILITY: SURFACE MOTION
 FF1260
 FF1260  HISTORY     - Date     Condition        Report By
 FF1260  HISTORY     - 1934     MONUMENTED       ARGS
 FF1260  HISTORY     - 1935     GOOD             CGS
 FF1260  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1260
 FF1260                          STATION DESCRIPTION
 FF1260
 FF1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1260'1.5 MI SE FROM GEORGETOWN.
 FF1260'IN WOODRUFF COUNTY, ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI
 FF1260'AND NORTH ARKANSAS RAILWAY FROM THE STATION AT GEORGETOWN, WHITE
 FF1260'COUNTY, 46 FEET SOUTHEAST OF THE SECOND POLE SOUTHEAST OF THE
 FF1260'FIFTH POLE SOUTHEAST OF MILEPOST 293, 19 FEET EAST OF THE
 FF1260'SOUTHEAST END OF WOODEN TRESTLE 293 LEADING TO THE STEEL SPAN
 FF1260'OVER WHITE RIVER, ON THE TOP OF THE LEVEE AT ITS DEVIATION FROM
 FF1260'THE RAILROAD FILL, 13 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 FF1260'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STATE SURVEY STANDARD
 FF1260'DISK, STAMPED JULY 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1260
 FF1260                          STATION RECOVERY (2003)
 FF1260
 FF1260'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0291 ***********************************************************************
 DL0291  DESIGNATION -  JUNCTION CITY
 DL0291  PID         -  DL0291
 DL0291  STATE/COUNTY-  AR/UNION
 DL0291  USGS QUAD   -  JUNCTION CITY (1981)
 DL0291
 DL0291                         *CURRENT SURVEY CONTROL
 DL0291  ___________________________________________________________________
 DL0291* NAD 83(1986)-  33 00 55.     (N)    092 43 29.     (W)     SCALED    
 DL0291* NAVD 88     -        61.106  (meters)     200.48   (feet)  ADJUSTED  
 DL0291  ___________________________________________________________________
 DL0291  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0291  DYNAMIC HT  -          61.039 (meters)     200.26  (feet)  COMP
 DL0291  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 DL0291
 DL0291  VERT ORDER  -  SECOND    CLASS 0
 DL0291
 DL0291.The horizontal coordinates were scaled from a topographic map and have
 DL0291.an estimated accuracy of +/- 6 seconds.
 DL0291
 DL0291.The orthometric height was determined by differential leveling
 DL0291.and adjusted by the National Geodetic Survey in June 1991..
 DL0291
 DL0291.The geoid height was determined by GEOID03.
 DL0291
 DL0291.The dynamic height is computed by dividing the NAVD 88
 DL0291.geopotential number by the normal gravity value computed on the
 DL0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0291.degrees latitude (g = 980.6199 gals.).
 DL0291
 DL0291.The modeled gravity was interpolated from observed gravity values.
 DL0291
 DL0291;                    North         East    Units  Estimated Accuracy
 DL0291;SPC AR S     -   438,910.      332,280.      MT  (+/- 180 meters Scaled)
 DL0291
 DL0291                          SUPERSEDED SURVEY CONTROL
 DL0291
 DL0291  NGVD 29 (??/??/92)   61.213  (m)          200.83   (f) ADJ UNCH    2 0
 DL0291
 DL0291.Superseded values are not recommended for survey control.
 DL0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0291.See file dsdata.txt to determine how the superseded data were derived.
 DL0291
 DL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS257530(NAD 83)
 DL0291_MARKER: DB = BENCH MARK DISK
 DL0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0291_SP_SET: FOUNDATION
 DL0291_STAMPING: JUNCTION 1934
 DL0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0291
 DL0291  HISTORY     - Date     Condition        Report By
 DL0291  HISTORY     - 1934     MONUMENTED       CGS
 DL0291  HISTORY     - 1969     GOOD             LADH
 DL0291
 DL0291                          STATION DESCRIPTION
 DL0291
 DL0291'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 DL0291'IN JUNCTION CITY.
 DL0291'IT IS IN JUNCTION CITY, 160 FEET EAST OF THE CENTERLINE OF U. S.
 DL0291'HIGHWAY 167, 48 FEET EAST OF THE NORTHEAST CORNER OF THE FIRE
 DL0291'DEPARTMENT STATION HOUSE, 23 FEET NORTHWEST OF THE CITY WATER TANK
 DL0291'STAND PIPE, THE DISK IS IN THE NORTHWEST CONCRETE FOUNDATION BLOCK OF
 DL0291'THE WATER TANK TOWER AND 3 FEET EAST OF A STEEL WITNESS POST.  IT IS A
 DL0291'C AND GS B. M. DISK STAMPED JUNCTION 1934 AND DRILLED IN THE WATER
 DL0291'TOWER CONCRETE FOUNDATION BLOCK ABOUT LEVEL WITH THE TOP OF THE
 DL0291'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1351 ***********************************************************************
 DL1351  DESIGNATION -  JUNCTION CITY LOT 8 7 AFC
 DL1351  PID         -  DL1351
 DL1351  STATE/COUNTY-  AR/UNION
 DL1351  USGS QUAD   -  JUNCTION CITY (1981)
 DL1351
 DL1351                         *CURRENT SURVEY CONTROL
 DL1351  ___________________________________________________________________
 DL1351* NAD 83(1997)-  33 04 23.70445(N)    092 41 25.68208(W)     ADJUSTED  
 DL1351* NAVD 88     -                                                        
 DL1351  ___________________________________________________________________
 DL1351  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DL1351  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL1351
 DL1351  HORZ ORDER  -  THIRD
 DL1351
 DL1351.The horizontal coordinates were established by classical geodetic methods
 DL1351.and adjusted by the National Geodetic Survey in September 1999..
 DL1351
 DL1351
 DL1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1351
 DL1351.The geoid height was determined by GEOID03.
 DL1351
 DL1351;                    North         East     Units Scale Factor Converg.
 DL1351;SPC AR S     -   445,314.186   335,523.739   MT  1.00005800   -0 23 11.2
 DL1351;SPC AR S     - 1,461,001.63  1,100,797.47   sFT  1.00005800   -0 23 11.2
 DL1351;SPC LA N     -   285,346.124   982,212.857   MT  1.00011802   -0 06 02.5
 DL1351;SPC LA N     -   936,173.08  3,222,476.68   sFT  1.00011802   -0 06 02.5
 DL1351;UTM  15      - 3,659,450.219   528,891.400   MT  0.99961029   +0 10 08.1
 DL1351
 DL1351                          SUPERSEDED SURVEY CONTROL
 DL1351
 DL1351  NAD 83(1997)-  33 04 23.71296(N)    092 41 25.67539(W) AD(       ) 4
 DL1351  NAD 83(1986)-  33 04 23.71696(N)    092 41 25.67337(W) AD(       ) 4
 DL1351  NAD 27      -  33 04 23.22100(N)    092 41 25.11200(W) AD(       ) 3
 DL1351
 DL1351.Superseded values are not recommended for survey control.
 DL1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1351.See file dsdata.txt to determine how the superseded data were derived.
 DL1351
 DL1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2889159450(NAD 83)
 DL1351_MARKER: 57 = LOOKOUT TOWER
 DL1351
 DL1351  HISTORY     - Date     Condition        Report By
 DL1351  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1351  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL1351
 DL1351                          STATION DESCRIPTION
 DL1351
 DL1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1351'ABOUT 10 MILES SOUTH OF EL DORADO, 5 MILES NORTH OF JUNCTION
 DL1351'CITY AND 0.1 MILE WEST OF U.S. HIGHWAY 167.  IT IS A FOUR
 DL1351'LEGGED WOODEN STRUCTURE, ABOUT 100 FEET HIGH, WITH A 6 FOOT
 DL1351'GLASS ENCLOSED CABIN ON THE TOP.  A 2 FOOT WIDE WALK SURROUNDS
 DL1351'THE OUTER EDGE OF THE CABIN.  THE POINT INTERSECTED WAS THE
 DL1351'APEX OF THE ROOF.
 DL1351
 DL1351                          STATION RECOVERY (2004)
 DL1351
 DL1351'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL1351'TANK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1352 ***********************************************************************
 DL1352  DESIGNATION -  JUNCTION CITY MUNICIPAL TANK
 DL1352  PID         -  DL1352
 DL1352  STATE/COUNTY-  AR/UNION
 DL1352  USGS QUAD   -  JUNCTION CITY (1981)
 DL1352
 DL1352                         *CURRENT SURVEY CONTROL
 DL1352  ___________________________________________________________________
 DL1352* NAD 83(1997)-  33 00 57.39776(N)    092 43 27.15162(W)     ADJUSTED  
 DL1352* NAVD 88     -                                                        
 DL1352  ___________________________________________________________________
 DL1352  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DL1352  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL1352
 DL1352  HORZ ORDER  -  THIRD
 DL1352
 DL1352.The horizontal coordinates were established by classical geodetic methods
 DL1352.and adjusted by the National Geodetic Survey in September 1999..
 DL1352
 DL1352
 DL1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1352
 DL1352.The geoid height was determined by GEOID03.
 DL1352
 DL1352;                    North         East     Units Scale Factor Converg.
 DL1352;SPC AR S     -   438,980.001   332,328.019   MT  1.00007510   -0 24 19.2
 DL1352;SPC AR S     - 1,440,220.22  1,090,312.84   sFT  1.00007510   -0 24 19.2
 DL1352;SPC LA N     -   278,995.786   979,048.693   MT  1.00009832   -0 07 06.7
 DL1352;SPC LA N     -   915,338.67  3,212,095.59   sFT  1.00009832   -0 07 06.7
 DL1352;UTM  15      - 3,653,088.259   525,758.672   MT  0.99960818   +0 09 01.0
 DL1352
 DL1352                          SUPERSEDED SURVEY CONTROL
 DL1352
 DL1352  NAD 83(1997)-  33 00 57.40567(N)    092 43 27.14463(W) AD(       ) 4
 DL1352  NAD 83(1997)-  33 00 57.40610(N)    092 43 27.14488(W) AD(       ) 4
 DL1352  NAD 83(1986)-  33 00 57.41031(N)    092 43 27.14277(W) AD(       ) 4
 DL1352  NAD 27      -  33 00 56.90900(N)    092 43 26.57300(W) AD(       ) 3
 DL1352
 DL1352.Superseded values are not recommended for survey control.
 DL1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1352.See file dsdata.txt to determine how the superseded data were derived.
 DL1352
 DL1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2575953088(NAD 83)
 DL1352_MARKER: 53 = ELEVATED TANK
 DL1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1352+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 DL1352
 DL1352  HISTORY     - Date     Condition        Report By
 DL1352  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1352  HISTORY     - 1952     GOOD             CGS
 DL1352  HISTORY     - 20050422 GOOD             USPSQD
 DL1352
 DL1352                          STATION DESCRIPTION
 DL1352
 DL1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1352'THIS STATION IS THE JUNCTION CITY MUNICIPAL WATER TANK, LOCATED
 DL1352'AT THE NORTHEAST EDGE OF TOWN.
 DL1352'
 DL1352'THE TANK IS OF ALL STEEL CONSTRUCTION, PAINTED SILVER AND
 DL1352'HAS JUNCTION CITY-ARK.-LA. IN BLACK LETTERS ON THE NORTH AND
 DL1352'SOUTH SIDES.
 DL1352'
 DL1352'THE TANK WAS ERECTED IN 1934 AND IS 125 FEET HIGH.
 DL1352'
 DL1352'A SILVER BALL FINIAL AT THE TOP IS THE OBJECT SIGHTED UPON.
 DL1352'
 DL1352'A BRONZE DISC IS SET IN THE CONCRETE BASE OF THE NORTHWEST
 DL1352'LEG OF THE TANK, AND IS STAMPED USGS BM JUNCTION 1934.
 DL1352
 DL1352                          STATION RECOVERY (1952)
 DL1352
 DL1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1352'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 DL1352
 DL1352                          STATION RECOVERY (2005)
 DL1352
 DL1352'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 DL1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1153 ***********************************************************************
 EH1153  DESIGNATION -  JUNCTION RM 1
 EH1153  PID         -  EH1153
 EH1153  STATE/COUNTY-  AR/MONROE
 EH1153  USGS QUAD   -  BRINKLEY (1971)
 EH1153
 EH1153                         *CURRENT SURVEY CONTROL
 EH1153  ___________________________________________________________________
 EH1153* NAD 83(1986)-  34 53 55.     (N)    091 09 18.     (W)     SCALED    
 EH1153* NAVD 88     -        58.322  (meters)     191.34   (feet)  ADJUSTED  
 EH1153  ___________________________________________________________________
 EH1153  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1153  DYNAMIC HT  -          58.269 (meters)     191.17  (feet)  COMP
 EH1153  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 EH1153
 EH1153  VERT ORDER  -  FIRST     CLASS II
 EH1153
 EH1153.The horizontal coordinates were scaled from a topographic map and have
 EH1153.an estimated accuracy of +/- 6 seconds.
 EH1153
 EH1153.The orthometric height was determined by differential leveling
 EH1153.and adjusted by the National Geodetic Survey in June 1991..
 EH1153
 EH1153.The geoid height was determined by GEOID03.
 EH1153
 EH1153.The dynamic height is computed by dividing the NAVD 88
 EH1153.geopotential number by the normal gravity value computed on the
 EH1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1153.degrees latitude (g = 980.6199 gals.).
 EH1153
 EH1153.The modeled gravity was interpolated from observed gravity values.
 EH1153
 EH1153;                    North         East    Units  Estimated Accuracy
 EH1153;SPC AR S     -   647,880.      477,240.      MT  (+/- 180 meters Scaled)
 EH1153
 EH1153                          SUPERSEDED SURVEY CONTROL
 EH1153
 EH1153  NGVD 29 (??/??/??)   58.323  (m)          191.35   (f) ADJUSTED    1 2
 EH1153
 EH1153.Superseded values are not recommended for survey control.
 EH1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1153.See file dsdata.txt to determine how the superseded data were derived.
 EH1153
 EH1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU685633(NAD 83)
 EH1153_MARKER: DR = REFERENCE MARK DISK
 EH1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1153_STAMPING: JUNCTION 1916 1920 BM
 EH1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1153+STABILITY: SURFACE MOTION
 EH1153
 EH1153  HISTORY     - Date     Condition        Report By
 EH1153  HISTORY     - 1916     MONUMENTED       CGS
 EH1153  HISTORY     - 1955     GOOD             CGS
 EH1153
 EH1153                          STATION DESCRIPTION
 EH1153
 EH1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1153'2.15 MI NE FROM BRINKLEY.
 EH1153'ABOUT 2.15 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1153'RAILROAD FROM THE STATION AT BRINKLEY, ABOUT 106 YARDS SOUTHWEST OF
 EH1153'MILE POLE 67, ABOUT 0.15 MILE SOUTHWEST OF A ROAD CROSSING, 47 FEET
 EH1153'NORTHWEST OF NORTHWEST RIAL, 1 FOOT SOUTHEAST OF A FENCE LINE, 14 FEET
 EH1153'WEST OF THE SECOND TELEPHONE POLE SOUTHWEST OF MILE POLE, 99 FEET
 EH1153'NORTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 2845, 1 1/2 FEET
 EH1153'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL
 EH1153'OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES
 EH1153'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1262 ***********************************************************************
 FF1262  DESIGNATION -  JUNE
 FF1262  PID         -  FF1262
 FF1262  STATE/COUNTY-  AR/WHITE
 FF1262  USGS QUAD   -  GREGORY SW (1993)
 FF1262
 FF1262                         *CURRENT SURVEY CONTROL
 FF1262  ___________________________________________________________________
 FF1262* NAD 83(1986)-  35 07 14.     (N)    091 27 01.     (W)     SCALED    
 FF1262* NAVD 88     -        60.993  (meters)     200.11   (feet)  ADJUSTED  
 FF1262  ___________________________________________________________________
 FF1262  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF1262  DYNAMIC HT  -          60.937 (meters)     199.92  (feet)  COMP
 FF1262  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FF1262
 FF1262  VERT ORDER  -  SECOND    CLASS 0
 FF1262
 FF1262.The horizontal coordinates were scaled from a topographic map and have
 FF1262.an estimated accuracy of +/- 6 seconds.
 FF1262
 FF1262.The orthometric height was determined by differential leveling
 FF1262.and adjusted by the National Geodetic Survey in June 1991..
 FF1262
 FF1262.The geoid height was determined by GEOID03.
 FF1262
 FF1262.The dynamic height is computed by dividing the NAVD 88
 FF1262.geopotential number by the normal gravity value computed on the
 FF1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1262.degrees latitude (g = 980.6199 gals.).
 FF1262
 FF1262.The modeled gravity was interpolated from observed gravity values.
 FF1262
 FF1262;                    North         East    Units  Estimated Accuracy
 FF1262;SPC AR N     -    87,480.      450,110.      MT  (+/- 180 meters Scaled)
 FF1262
 FF1262                          SUPERSEDED SURVEY CONTROL
 FF1262
 FF1262  NGVD 29 (??/??/??)   60.961  (m)          200.00   (f) ADJUSTED    2 0
 FF1262
 FF1262.Superseded values are not recommended for survey control.
 FF1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1262.See file dsdata.txt to determine how the superseded data were derived.
 FF1262
 FF1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU412875(NAD 83)
 FF1262_MARKER: DD = SURVEY DISK
 FF1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1262_STAMPING: JUNE 1934
 FF1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1262+STABILITY: SURFACE MOTION
 FF1262
 FF1262  HISTORY     - Date     Condition        Report By
 FF1262  HISTORY     - 1934     MONUMENTED       ARGS
 FF1262  HISTORY     - 1935     GOOD             CGS
 FF1262  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1262
 FF1262                          STATION DESCRIPTION
 FF1262
 FF1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1262'0.5 MI SE FROM GEORGETOWN.
 FF1262'ABOUT 0.5 MILE SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1262'RAILWAY FROM THE STATION AT GEORGETOWN, WHITE COUNTY, 84 FEET
 FF1262'SOUTH OF THE EIGHTH POLE SOUTHEAST OF MILEPOST 292, ABOUT 236
 FF1262'FEET NORTH OF THE NORTH END OF TRESTLE 292.0, ON THE OUTSIDE
 FF1262'OF A CURVE, 11 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 FF1262'ON THE EDGE OF THE RAILROAD EMBANKMENT, AND ABOUT 2 FEET LOWER
 FF1262'THAN THE TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED
 FF1262'JUNE 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1262
 FF1262                          STATION RECOVERY (2003)
 FF1262
 FF1262'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1782 ***********************************************************************
 EJ1782  DESIGNATION -  JUNET
 EJ1782  PID         -  EJ1782
 EJ1782  STATE/COUNTY-  AR/JEFFERSON
 EJ1782  USGS QUAD   -  HARDIN (1984)
 EJ1782
 EJ1782                         *CURRENT SURVEY CONTROL
 EJ1782  ___________________________________________________________________
 EJ1782* NAD 83(1997)-  34 21 27.23056(N)    092 11 51.92196(W)     ADJUSTED  
 EJ1782* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 EJ1782  ___________________________________________________________________
 EJ1782  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EJ1782  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ1782
 EJ1782  HORZ ORDER  -  SECOND
 EJ1782
 EJ1782.The horizontal coordinates were established by classical geodetic methods
 EJ1782.and adjusted by the National Geodetic Survey in September 1999..
 EJ1782
 EJ1782.The orthometric height was scaled from a topographic map.
 EJ1782
 EJ1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1782
 EJ1782.The geoid height was determined by GEOID03.
 EJ1782
 EJ1782;                    North         East     Units Scale Factor Converg.
 EJ1782;SPC AR S     -   587,560.331   381,808.456   MT  0.99993432   -0 06 38.5
 EJ1782;SPC AR S     - 1,927,687.52  1,252,649.91   sFT  0.99993432   -0 06 38.5
 EJ1782;UTM  15      - 3,802,094.620   573,774.508   MT  0.99966709   +0 27 10.0
 EJ1782
 EJ1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1782!SPC AR S     -   0.99998338  x   0.99993432  =   0.99991770
 EJ1782!UTM  15      -   0.99998338  x   0.99966709  =   0.99965047
 EJ1782
 EJ1782|---------------------------------------------------------------------|
 EJ1782| PID    Reference Object                     Distance      Geod. Az  |
 EJ1782|                                                           dddmmss.s |
 EJ1782| EJ1781 ARKANSAS FORESTRY COMM LOT 72        22.220 METERS 01101     |
 EJ1782| EJ1783 JEFFERSON TV STATION KATV TWR       APPROX. 3.0 KM 0624730.6 |
 EJ1782| CY6780 JUNET RM 1                           27.348 METERS 06617     |
 EJ1782| EJ1769 PINE BLUFF ARSENAL TANK 93211       APPROX. 7.8 KM 0815625.0 |
 EJ1782| EJ1772 PINE BLUFF ARSENAL TANK 54180A      APPROX. 8.7 KM 0933034.0 |
 EJ1782| EJ1780 PINE BLUFF ARSENAL TANK 54180B      APPROX. 8.7 KM 0972544.2 |
 EJ1782| EJ1770 PINE BLUFF ARSENAL STACK 53200      APPROX. 8.3 KM 0982549.6 |
 EJ1782| EJ1776 WHITEHALL MUNICIPAL TANK            APPROX.13.2 KM 1330454.8 |
 EJ1782| CY6782 JUNET RM 3                                         1642054.2 |
 EJ1782| CY6781 JUNET RM 2                           24.628 METERS 31836     |
 EJ1782|---------------------------------------------------------------------|
 EJ1782
 EJ1782                          SUPERSEDED SURVEY CONTROL
 EJ1782
 EJ1782  NAD 83(1986)-  34 21 27.23991(N)    092 11 51.91399(W) AD(       ) 2
 EJ1782  NAD 27      -  34 21 26.89397(N)    092 11 51.38314(W) AD(       ) 2
 EJ1782
 EJ1782.Superseded values are not recommended for survey control.
 EJ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1782.See file dsdata.txt to determine how the superseded data were derived.
 EJ1782
 EJ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7377502095(NAD 83)
 EJ1782_MARKER: DS = TRIANGULATION STATION DISK
 EJ1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1782
 EJ1782  HISTORY     - Date     Condition        Report By
 EJ1782  HISTORY     - 1964     MONUMENTED       CGS
 EJ1782
 EJ1782                          STATION DESCRIPTION
 EJ1782
 EJ1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1782'ABOUT 11 MILES NORTHEAST OF SHERIDAN, 2 MILES SOUTHWEST OF
 EJ1782'JEFFERSON, AND ON THE PROPERTY OF THE ARKANSAS FORESTRY COMMISSION.
 EJ1782'IT IS 123 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 EJ1782'61 FEET SOUTH OF THE SOUTHWEST LEG OF A LOOKOUT TOWER, 54 FEET
 EJ1782'NORTHWEST OF A 20 INCH OAK TREE, AND 35 FEET NORTHEAST OF THE
 EJ1782'EAST ENTRANCE TO A CONCRETE STORM CELLAR.  THE MONUMENT IS FLUSH
 EJ1782'AND THE DISK IS STAMPED JUNET 1964.
 EJ1782'
 EJ1782'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EJ1782'270 AND 167 IN SHERIDAN, GO EAST ON HIGHWAY 270 FOR 6.85 MILES
 EJ1782'TO THE CENTER GROVE METHODIST CHURCH ON THE RIGHT.  CONTINUE
 EJ1782'EAST ON THE HIGHWAY FOR 1.0 MILE TO A GRAVELED CROSSROAD.
 EJ1782'TURN LEFT AND GO NORTHEAST ON THE GRAVELED ROAD FOR 2.6 MILES
 EJ1782'TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO EAST ON THE
 EJ1782'GRAVELED ROAD (JUNET ROAD) FOR 2.65 MILES TO A SIDE ROAD LEFT
 EJ1782'AND A SIGN TOWER 72.  TURN LEFT AND GO NORTH ON THE GRAVELED
 EJ1782'ROAD FOR 0.6 MILE TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE
 EJ1782'NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO THE LOOKOUT TOWER
 EJ1782'ON THE LEFT.
 EJ1782'
 EJ1782'REFERENCE MARK 1 IS 63 FEET SOUTHEAST OF THE SOUTHEAST LEG
 EJ1782'OF THE LOOKOUT TOWER, 50 FEET WEST OF THE CENTERLINE OF THE
 EJ1782'ROAD, AND 9 FEET WEST OF A 14 INCH OAK TREE.  THE MONUMENT
 EJ1782'IS FLUSH AND THE DISK IS STAMPED JUNET NO 1 1964.
 EJ1782'
 EJ1782'REFERENCE MARK 2 IS 59 FEET WEST OF THE SOUTHWEST LEG OF THE
 EJ1782'LOOKOUT TOWER AND 13 FEET EAST OF AN 18 INCH OAK TREE.  THE
 EJ1782'MONUMENT IS FLUSH AND THE DISK IS STAMPED JUNET NO 2 1964.
 EJ1782'
 EJ1782'REFERENCE MARK 3 IS 44 FEET SOUTH OF THE CENTERLINE OF A WOODS
 EJ1782'ROAD, 30 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 3
 EJ1782'FEET WEST OF AN 8 INCH HICKORY TREE AND 2 FEET NORTHWEST
 EJ1782'OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 EJ1782'DISK IS STAMPED JUNET NO 3 1964.
 EJ1782'
 EJ1782'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1258 ***********************************************************************
 FF1258  DESIGNATION -  JUTE
 FF1258  PID         -  FF1258
 FF1258  STATE/COUNTY-  AR/WOODRUFF
 FF1258  USGS QUAD   -  GREGORY SW (1993)
 FF1258
 FF1258                         *CURRENT SURVEY CONTROL
 FF1258  ___________________________________________________________________
 FF1258* NAD 83(1986)-  35 06 10.     (N)    091 24 25.     (W)     SCALED    
 FF1258* NAVD 88     -        59.433  (meters)     194.99   (feet)  ADJUSTED  
 FF1258  ___________________________________________________________________
 FF1258  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 FF1258  DYNAMIC HT  -          59.379 (meters)     194.81  (feet)  COMP
 FF1258  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 FF1258
 FF1258  VERT ORDER  -  SECOND    CLASS 0
 FF1258
 FF1258.The horizontal coordinates were scaled from a topographic map and have
 FF1258.an estimated accuracy of +/- 6 seconds.
 FF1258
 FF1258.The orthometric height was determined by differential leveling
 FF1258.and adjusted by the National Geodetic Survey in June 1991..
 FF1258
 FF1258.The geoid height was determined by GEOID03.
 FF1258
 FF1258.The dynamic height is computed by dividing the NAVD 88
 FF1258.geopotential number by the normal gravity value computed on the
 FF1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1258.degrees latitude (g = 980.6199 gals.).
 FF1258
 FF1258.The modeled gravity was interpolated from observed gravity values.
 FF1258
 FF1258;                    North         East    Units  Estimated Accuracy
 FF1258;SPC AR N     -    85,530.      454,070.      MT  (+/- 180 meters Scaled)
 FF1258
 FF1258                          SUPERSEDED SURVEY CONTROL
 FF1258
 FF1258  NGVD 29 (??/??/??)   59.404  (m)          194.89   (f) ADJUSTED    2 0
 FF1258
 FF1258.Superseded values are not recommended for survey control.
 FF1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1258.See file dsdata.txt to determine how the superseded data were derived.
 FF1258
 FF1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451856(NAD 83)
 FF1258_MARKER: DD = SURVEY DISK
 FF1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1258_STAMPING: JUTE 1934
 FF1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1258+STABILITY: SURFACE MOTION
 FF1258
 FF1258  HISTORY     - Date     Condition        Report By
 FF1258  HISTORY     - 1934     MONUMENTED       ARGS
 FF1258  HISTORY     - 1935     GOOD             CGS
 FF1258  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1258
 FF1258                          STATION DESCRIPTION
 FF1258
 FF1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1258'AT MC CLELLAND.
 FF1258'AT MC CLELLAND, WOODRUFF COUNTY, ABOUT 300 FEET NORTHEAST OF THE
 FF1258'HIGH SCHOOL, 37 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FF1258'MISSOURI AND NORTH ARKANSAS RAILWAY STATION, 34 FEET SOUTH OF
 FF1258'THE FIRST POLE SOUTHEAST OF MILEPOST 295, 17 FEET NORTH OF THE
 FF1258'CENTER OF A ROAD CROSSING, 10 FEET NORTHEAST OF THE CENTER LINE
 FF1258'OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STATE SURVEY
 FF1258'STANDARD DISK, STAMPED JUTE 1934 AND SET IN THE TOP OF A CONCRETE
 FF1258'POST.
 FF1258
 FF1258                          STATION RECOVERY (2003)
 FF1258
 FF1258'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1556 ***********************************************************************
 EH1556  DESIGNATION -  K
 EH1556  PID         -  EH1556
 EH1556  STATE/COUNTY-  AR/JEFFERSON
 EH1556  USGS QUAD   -  MOSCOW (1971)
 EH1556
 EH1556                         *CURRENT SURVEY CONTROL
 EH1556  ___________________________________________________________________
 EH1556* NAD 83(1986)-  34 10 23.     (N)    091 51 15.     (W)     SCALED    
 EH1556* NAVD 88     -        61.812  (meters)     202.79   (feet)  ADJUSTED  
 EH1556  ___________________________________________________________________
 EH1556  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH1556  DYNAMIC HT  -          61.752 (meters)     202.60  (feet)  COMP
 EH1556  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EH1556
 EH1556  VERT ORDER  -  SECOND    CLASS 0
 EH1556
 EH1556.The horizontal coordinates were scaled from a topographic map and have
 EH1556.an estimated accuracy of +/- 6 seconds.
 EH1556
 EH1556.The orthometric height was determined by differential leveling
 EH1556.and adjusted by the National Geodetic Survey in June 1991..
 EH1556
 EH1556.The geoid height was determined by GEOID03.
 EH1556
 EH1556.The dynamic height is computed by dividing the NAVD 88
 EH1556.geopotential number by the normal gravity value computed on the
 EH1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1556.degrees latitude (g = 980.6199 gals.).
 EH1556
 EH1556.The modeled gravity was interpolated from observed gravity values.
 EH1556
 EH1556;                    North         East    Units  Estimated Accuracy
 EH1556;SPC AR S     -   567,090.      413,440.      MT  (+/- 180 meters Scaled)
 EH1556
 EH1556                          SUPERSEDED SURVEY CONTROL
 EH1556
 EH1556  NGVD 29 (??/??/??)   61.900  (m)          203.08   (f) ADJUSTED    2 0
 EH1556
 EH1556.Superseded values are not recommended for survey control.
 EH1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1556.See file dsdata.txt to determine how the superseded data were derived.
 EH1556
 EH1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT056819(NAD 83)
 EH1556_MARKER: Z = SEE DESCRIPTION
 EH1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1556_SP_SET: GRANITE POST
 EH1556_STAMPING: U.S.B.M.
 EH1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1556+STABILITY: SURFACE MOTION
 EH1556
 EH1556  HISTORY     - Date     Condition        Report By
 EH1556  HISTORY     - UNK      MONUMENTED       CGS
 EH1556  HISTORY     - 1932     GOOD             CGS
 EH1556  HISTORY     - 1934     GOOD             CGS
 EH1556  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1556
 EH1556                          STATION DESCRIPTION
 EH1556
 EH1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EH1556'IN NOBLE LAKE.
 EH1556'THE BOTTOM OF A SQUARE CUT IN THE TOP OF A 6 BY 6 INCH GRANITE POST
 EH1556'SET ON THE RIGHT OF WAY OF THE MO. PAC. R.R.  51.9 FEET S.E. OF THE
 EH1556'TRAIN ORDER SIGNAL IN FRONT OF THE STATION, 11.8 FEET N.E. OF GAUGE
 EH1556'LINE ON NEAREST RAIL, 54 FEET N.W. OF CENTER-LINE OF GRADE CROSSING
 EH1556'AND 50 FEET SOUTH OF 3 FOOT COTTON WOOD TREE, SOUTHEASTERLY OF ROW OF
 EH1556'FOUR.  THE MARK IS BURIED UNDER ABOUT 2 FEET OF PLATFORM CINDERS.
 EH1556'NOTE-- THE RAILWAY STATION MENTIONED IN THE ORIGINAL DESCRIPTION HAS
 EH1556'BEEN REMOVED AND THE RAILROAD IS NOW OWNED AND OPERATED AS THE MO.
 EH1556'PAC. RR.
 EH1556
 EH1556                          STATION RECOVERY (1934)
 EH1556
 EH1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EH1556'RECOVERED IN GOOD CONDITION.
 EH1556
 EH1556                          STATION RECOVERY (1984)
 EH1556
 EH1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1556'NOT RECOVERED.  PRESUMED TO BE COVERED WITH TRASH AND DEBRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0560 ***********************************************************************
 GE0560  DESIGNATION -  K 1
 GE0560  PID         -  GE0560
 GE0560  STATE/COUNTY-  AR/FULTON
 GE0560  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE0560
 GE0560                         *CURRENT SURVEY CONTROL
 GE0560  ___________________________________________________________________
 GE0560* NAD 83(1986)-  36 24 00.     (N)    091 31 30.     (W)     SCALED    
 GE0560* NAVD 88     -       127.453  (meters)     418.15   (feet)  ADJUSTED  
 GE0560  ___________________________________________________________________
 GE0560  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE0560  DYNAMIC HT  -         127.347 (meters)     417.80  (feet)  COMP
 GE0560  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GE0560
 GE0560  VERT ORDER  -  FIRST     CLASS II
 GE0560
 GE0560.The horizontal coordinates were scaled from a topographic map and have
 GE0560.an estimated accuracy of +/- 6 seconds.
 GE0560
 GE0560.The orthometric height was determined by differential leveling
 GE0560.and adjusted by the National Geodetic Survey in June 1991..
 GE0560
 GE0560.The geoid height was determined by GEOID03.
 GE0560
 GE0560.The dynamic height is computed by dividing the NAVD 88
 GE0560.geopotential number by the normal gravity value computed on the
 GE0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0560.degrees latitude (g = 980.6199 gals.).
 GE0560
 GE0560.The modeled gravity was interpolated from observed gravity values.
 GE0560
 GE0560;                    North         East    Units  Estimated Accuracy
 GE0560;SPC AR N     -   229,390.      442,610.      MT  (+/- 180 meters Scaled)
 GE0560
 GE0560                          SUPERSEDED SURVEY CONTROL
 GE0560
 GE0560  NGVD 29 (??/??/92)  127.340  (m)          417.78   (f) ADJ UNCH    1 2
 GE0560
 GE0560.Superseded values are not recommended for survey control.
 GE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0560.See file dsdata.txt to determine how the superseded data were derived.
 GE0560
 GE0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA322293(NAD 83)
 GE0560_MARKER: DB = BENCH MARK DISK
 GE0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0560_SP_SET: CULVERT
 GE0560_STAMPING: K 1 1928
 GE0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0560
 GE0560  HISTORY     - Date     Condition        Report By
 GE0560  HISTORY     - 1928     MONUMENTED       CGS
 GE0560  HISTORY     - 1934     GOOD             NGS
 GE0560
 GE0560                          STATION DESCRIPTION
 GE0560
 GE0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0560'1 MI N FROM MANY ISLAND.
 GE0560'1.0 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0560'THE STATION AT MANY ISLAND, FULTON COUNTY, 0.2 MILE SOUTH OF
 GE0560'THE STATION SIGN AT FICKINGER, 60 FEET NORTH OF SEMAPHORES 3504
 GE0560'AND 3505, OPPOSITE POLE 350.7, 12.5 FEET WEST OF THE CENTERLINE
 GE0560'OF THE TRACK, AND IN THE TOP OF THE SOUTH END OF THE HEADWALL
 GE0560'OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED K 1 1928.
 GE0560
 GE0560                          STATION RECOVERY (1934)
 GE0560
 GE0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GE0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0060 ***********************************************************************
 EJ0060  DESIGNATION -  K 10
 EJ0060  PID         -  EJ0060
 EJ0060  STATE/COUNTY-  AR/PULASKI
 EJ0060  USGS QUAD   -  MC ALMONT (1986)
 EJ0060
 EJ0060                         *CURRENT SURVEY CONTROL
 EJ0060  ___________________________________________________________________
 EJ0060* NAD 83(1986)-  34 46 17.     (N)    092 13 32.     (W)     SCALED    
 EJ0060* NAVD 88     -        76.494  (meters)     250.96   (feet)  ADJUSTED  
 EJ0060  ___________________________________________________________________
 EJ0060  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0060  DYNAMIC HT  -          76.424 (meters)     250.73  (feet)  COMP
 EJ0060  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 EJ0060
 EJ0060  VERT ORDER  -  FIRST     CLASS II
 EJ0060
 EJ0060.The horizontal coordinates were scaled from a topographic map and have
 EJ0060.an estimated accuracy of +/- 6 seconds.
 EJ0060
 EJ0060.The orthometric height was determined by differential leveling
 EJ0060.and adjusted by the National Geodetic Survey in June 1991..
 EJ0060
 EJ0060.The geoid height was determined by GEOID03.
 EJ0060
 EJ0060.The dynamic height is computed by dividing the NAVD 88
 EJ0060.geopotential number by the normal gravity value computed on the
 EJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0060.degrees latitude (g = 980.6199 gals.).
 EJ0060
 EJ0060.The modeled gravity was interpolated from observed gravity values.
 EJ0060
 EJ0060;                    North         East    Units  Estimated Accuracy
 EJ0060;SPC AR S     -   633,470.      379,350.      MT  (+/- 180 meters Scaled)
 EJ0060
 EJ0060                          SUPERSEDED SURVEY CONTROL
 EJ0060
 EJ0060  NGVD 29 (??/??/92)   76.536  (m)          251.10   (f) ADJ UNCH    1 2
 EJ0060
 EJ0060.Superseded values are not recommended for survey control.
 EJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0060.See file dsdata.txt to determine how the superseded data were derived.
 EJ0060
 EJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU708479(NAD 83)
 EJ0060_MARKER: DB = BENCH MARK DISK
 EJ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0060_STAMPING: K 10 1932 251.102
 EJ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0060+STABILITY: SURFACE MOTION
 EJ0060
 EJ0060  HISTORY     - Date     Condition        Report By
 EJ0060  HISTORY     - 1932     MONUMENTED       CGS
 EJ0060  HISTORY     - 1955     GOOD             NGS
 EJ0060  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0060  HISTORY     - 198503   MARK NOT FOUND   USGS
 EJ0060
 EJ0060                          STATION DESCRIPTION
 EJ0060
 EJ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0060'2.2 MI NE FROM NORTH LITTLE ROCK.
 EJ0060'2.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0060'LOCUST STREET VIADUCT AT NORTH LITTLE ROCK, PULASKI COUNTY, 66 FEET
 EJ0060'WEST OF POLE 341/24, 59 FEET EAST OF POLE 341/25, 31 FEET SOUTH OF THE
 EJ0060'SOUTH RAIL OF THE SOUTH TRACK, 39 FEET NORTH OF THE CENTERLINE OF A
 EJ0060'DIRT ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 EJ0060
 EJ0060                          STATION RECOVERY (1984)
 EJ0060
 EJ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0060'MARK NOT FOUND.
 EJ0060
 EJ0060                          STATION RECOVERY (1985)
 EJ0060
 EJ0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0435 ***********************************************************************
 FG0435  DESIGNATION -  K 100
 FG0435  PID         -  FG0435
 FG0435  STATE/COUNTY-  AR/CONWAY
 FG0435  USGS QUAD   -  PERRYVILLE (1989)
 FG0435
 FG0435                         *CURRENT SURVEY CONTROL
 FG0435  ___________________________________________________________________
 FG0435* NAD 83(1986)-  35 06 58.     (N)    092 47 06.     (W)     SCALED    
 FG0435* NAVD 88     -       100.841  (meters)     330.84   (feet)  ADJUSTED  
 FG0435  ___________________________________________________________________
 FG0435  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FG0435  DYNAMIC HT  -         100.745 (meters)     330.53  (feet)  COMP
 FG0435  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 FG0435
 FG0435  VERT ORDER  -  SECOND    CLASS 0
 FG0435
 FG0435.The horizontal coordinates were scaled from a topographic map and have
 FG0435.an estimated accuracy of +/- 6 seconds.
 FG0435
 FG0435.The orthometric height was determined by differential leveling
 FG0435.and adjusted by the National Geodetic Survey in June 1991..
 FG0435
 FG0435.The geoid height was determined by GEOID03.
 FG0435
 FG0435.The dynamic height is computed by dividing the NAVD 88
 FG0435.geopotential number by the normal gravity value computed on the
 FG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0435.degrees latitude (g = 980.6199 gals.).
 FG0435
 FG0435.The modeled gravity was interpolated from observed gravity values.
 FG0435
 FG0435;                    North         East    Units  Estimated Accuracy
 FG0435;SPC AR N     -    87,130.      328,440.      MT  (+/- 180 meters Scaled)
 FG0435
 FG0435                          SUPERSEDED SURVEY CONTROL
 FG0435
 FG0435  NGVD 29 (??/??/92)  100.861  (m)          330.91   (f) ADJ UNCH    2 0
 FG0435
 FG0435.Superseded values are not recommended for survey control.
 FG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0435.See file dsdata.txt to determine how the superseded data were derived.
 FG0435
 FG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU195859(NAD 83)
 FG0435_MARKER: DB = BENCH MARK DISK
 FG0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0435_STAMPING: K 100 1935
 FG0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0435+STABILITY: SURFACE MOTION
 FG0435
 FG0435  HISTORY     - Date     Condition        Report By
 FG0435  HISTORY     - 1935     MONUMENTED       CGS
 FG0435
 FG0435                          STATION DESCRIPTION
 FG0435
 FG0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0435'2.2 MI N FROM OPPELO.
 FG0435'2.2 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE METHODIST CHURCH AT
 FG0435'OPPELO, THENCE 2.1 MILES WEST ALONG THE ROAD TO PETIT JEAN STATE PARK,
 FG0435'3.1 MILES WEST OF A STEEL HIGHWAY BRIDGE OVER ARKANSAS RIVER, 0.25
 FG0435'MILE WEST OF A SHARP CURVE IN THE ROAD, 700 FEET WEST OF THE SUMMIT OF
 FG0435'A GRADE, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10 FEET WEST OF
 FG0435'THE CENTERLINE OF A PRIVATE ROAD LEAD SOUTH TO A FARMHOUSE, 2.1 FEET
 FG0435'SOUTHWEST OF THE NORTHEAST CORNER OF A FENCE, AND AT THE NORTHWEST
 FG0435'CORNER OF AN APPLE ORCHARD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1184 ***********************************************************************
 FG1184  DESIGNATION -  K 101
 FG1184  PID         -  FG1184
 FG1184  STATE/COUNTY-  AR/YELL
 FG1184  USGS QUAD   -  OLA (1972)
 FG1184
 FG1184                         *CURRENT SURVEY CONTROL
 FG1184  ___________________________________________________________________
 FG1184* NAD 83(1986)-  35 00 00.     (N)    093 12 01.     (W)     SCALED    
 FG1184* NAVD 88     -       274.081  (meters)     899.21   (feet)  ADJUSTED  
 FG1184  ___________________________________________________________________
 FG1184  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FG1184  DYNAMIC HT  -         273.808 (meters)     898.32  (feet)  COMP
 FG1184  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 FG1184
 FG1184  VERT ORDER  -  SECOND    CLASS 0
 FG1184
 FG1184.The horizontal coordinates were scaled from a topographic map and have
 FG1184.an estimated accuracy of +/- 6 seconds.
 FG1184
 FG1184.The orthometric height was determined by differential leveling
 FG1184.and adjusted by the National Geodetic Survey in June 1991..
 FG1184
 FG1184.The geoid height was determined by GEOID03.
 FG1184
 FG1184.The dynamic height is computed by dividing the NAVD 88
 FG1184.geopotential number by the normal gravity value computed on the
 FG1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1184.degrees latitude (g = 980.6199 gals.).
 FG1184
 FG1184.The modeled gravity was interpolated from observed gravity values.
 FG1184
 FG1184;                    North         East    Units  Estimated Accuracy
 FG1184;SPC AR N     -    74,630.      290,430.      MT  (+/- 180 meters Scaled)
 FG1184
 FG1184                          SUPERSEDED SURVEY CONTROL
 FG1184
 FG1184  NGVD 29 (??/??/92)  274.046  (m)          899.10   (f) ADJ UNCH    2 0
 FG1184
 FG1184.Superseded values are not recommended for survey control.
 FG1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1184.See file dsdata.txt to determine how the superseded data were derived.
 FG1184
 FG1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU817730(NAD 83)
 FG1184_MARKER: DB = BENCH MARK DISK
 FG1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1184_STAMPING: K 101 1935
 FG1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1184+STABILITY: SURFACE MOTION
 FG1184
 FG1184  HISTORY     - Date     Condition        Report By
 FG1184  HISTORY     - 1935     MONUMENTED       CGS
 FG1184  HISTORY     - 1968     MARK NOT FOUND   USGS
 FG1184  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 FG1184
 FG1184                          STATION DESCRIPTION
 FG1184
 FG1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1184'4.1 MI SE FROM OLA.
 FG1184'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE CHICAGO, ROCK
 FG1184'ISLAND AND PACIFIC RAILROAD STATION AT OLA, YELL COUNTY, 1 MILE WEST
 FG1184'OF THE SUMMIT OF A LONG HILL, 270 FEET NORTH OF A METAL-PIPE CULVERT
 FG1184'UNDER THE HIGHWAY AT THE MIDDLE OF A CURVE, 160 FEET NORTH OF THE
 FG1184'CENTER OF THE INTERSECTION OF THE OLD AND NEW HIGHWAYS, 41.5 FEET EAST
 FG1184'OF THE CENTER LINE OF THE HIGHWAY, AND 28 FEET WEST OF THE CENTER LINE
 FG1184'OF THE ABANDONED ROAD.  A STANDARD DISK, STAMPED K 101 1935 AND SET IN
 FG1184'THE TOP OF A CONCRETE POST.
 FG1184
 FG1184                          STATION RECOVERY (1968)
 FG1184
 FG1184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FG1184'MARK NOT FOUND.
 FG1184
 FG1184                          STATION RECOVERY (1983)
 FG1184
 FG1184'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 FG1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1095 ***********************************************************************
 EJ1095  DESIGNATION -  K 103
 EJ1095  PID         -  EJ1095
 EJ1095  STATE/COUNTY-  AR/GARLAND
 EJ1095  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1095
 EJ1095                         *CURRENT SURVEY CONTROL
 EJ1095  ___________________________________________________________________
 EJ1095* NAD 83(1986)-  34 35 40.     (N)    093 00 28.     (W)     SCALED    
 EJ1095* NAVD 88     -       186.033  (meters)     610.34   (feet)  ADJUSTED  
 EJ1095  ___________________________________________________________________
 EJ1095  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ1095  DYNAMIC HT  -         185.851 (meters)     609.75  (feet)  COMP
 EJ1095  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 EJ1095
 EJ1095  VERT ORDER  -  SECOND    CLASS 0
 EJ1095
 EJ1095.The horizontal coordinates were scaled from a topographic map and have
 EJ1095.an estimated accuracy of +/- 6 seconds.
 EJ1095
 EJ1095.The orthometric height was determined by differential leveling
 EJ1095.and adjusted by the National Geodetic Survey in June 1991..
 EJ1095
 EJ1095.The geoid height was determined by GEOID03.
 EJ1095
 EJ1095.The dynamic height is computed by dividing the NAVD 88
 EJ1095.geopotential number by the normal gravity value computed on the
 EJ1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1095.degrees latitude (g = 980.6199 gals.).
 EJ1095
 EJ1095.The modeled gravity was interpolated from observed gravity values.
 EJ1095
 EJ1095;                    North         East    Units  Estimated Accuracy
 EJ1095;SPC AR S     -   614,270.      307,560.      MT  (+/- 180 meters Scaled)
 EJ1095
 EJ1095                          SUPERSEDED SURVEY CONTROL
 EJ1095
 EJ1095  NGVD 29 (??/??/92)  186.028  (m)          610.33   (f) ADJ UNCH    2 0
 EJ1095
 EJ1095.Superseded values are not recommended for survey control.
 EJ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1095.See file dsdata.txt to determine how the superseded data were derived.
 EJ1095
 EJ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU992280(NAD 83)
 EJ1095_MARKER: DB = BENCH MARK DISK
 EJ1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1095_STAMPING: K 103 1935
 EJ1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1095+STABILITY: SURFACE MOTION
 EJ1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1095+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 EJ1095
 EJ1095  HISTORY     - Date     Condition        Report By
 EJ1095  HISTORY     - 1935     MONUMENTED       CGS
 EJ1095  HISTORY     - 1944     GOOD             NGS
 EJ1095  HISTORY     - 20030904 GOOD             ARHD
 EJ1095  HISTORY     - 20051027 GOOD             INDIV
 EJ1095  HISTORY     - 20051027 GOOD             INDIV
 EJ1095
 EJ1095                          STATION DESCRIPTION
 EJ1095
 EJ1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EJ1095'7.7 MI SE FROM BLUE SPRINGS.
 EJ1095'7.7 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE ABANDONED SCHOOL AT
 EJ1095'BLUE SPRINGS, GARLAND COUNTY, 2 MILES NORTHWEST OF THE INTERSECTION OF
 EJ1095'U.S. HIGHWAY 70, 0.2 MILE EAST OF OZARK LITHIA HOTEL, 110 FEET
 EJ1095'NORTHWEST OF THE SOUTHWEST CORNER OF A SERVICE STATION, AT THE
 EJ1095'JUNCTION OF A ROAD LEADING NORTHWEST, 54.6 FEET NORTHEAST OF THE
 EJ1095'CENTER LINE OF THE HIGHWAY, 25 FEET WEST OF THE CENTER LINE OF THE
 EJ1095'ROAD LEADING NORTHWEST, AND 4.5 FEET WEST OF A SOUTHEAST FENCE CORNER.
 EJ1095'A STANDARD DISK, STAMPED K 103 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1095'POST.
 EJ1095
 EJ1095                          STATION RECOVERY (2003)
 EJ1095
 EJ1095'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1095'RECOVERED IN GOOD CONDITION.
 EJ1095
 EJ1095                          STATION RECOVERY (2005)
 EJ1095
 EJ1095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PRS)
 EJ1095'RECOVERED AS DESCRIBED
 EJ1095
 EJ1095                          STATION RECOVERY (2005)
 EJ1095
 EJ1095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PRS)
 EJ1095'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0985 ***********************************************************************
 EJ0985  DESIGNATION -  K 104
 EJ0985  PID         -  EJ0985
 EJ0985  STATE/COUNTY-  AR/SALINE
 EJ0985  USGS QUAD   -  NIMROD SE (1968)
 EJ0985
 EJ0985                         *CURRENT SURVEY CONTROL
 EJ0985  ___________________________________________________________________
 EJ0985* NAD 83(1986)-  34 47 57.     (N)    093 02 57.     (W)     SCALED    
 EJ0985* NAVD 88     -       392.099  (meters)    1286.41   (feet)  ADJUSTED  
 EJ0985  ___________________________________________________________________
 EJ0985  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EJ0985  DYNAMIC HT  -         391.707 (meters)    1285.13  (feet)  COMP
 EJ0985  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 EJ0985
 EJ0985  VERT ORDER  -  SECOND    CLASS 0
 EJ0985
 EJ0985.The horizontal coordinates were scaled from a topographic map and have
 EJ0985.an estimated accuracy of +/- 6 seconds.
 EJ0985
 EJ0985.The orthometric height was determined by differential leveling
 EJ0985.and adjusted by the National Geodetic Survey in June 1991..
 EJ0985
 EJ0985.The geoid height was determined by GEOID03.
 EJ0985
 EJ0985.The dynamic height is computed by dividing the NAVD 88
 EJ0985.geopotential number by the normal gravity value computed on the
 EJ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0985.degrees latitude (g = 980.6199 gals.).
 EJ0985
 EJ0985.The modeled gravity was interpolated from observed gravity values.
 EJ0985
 EJ0985;                    North         East    Units  Estimated Accuracy
 EJ0985;SPC AR S     -   637,020.      303,990.      MT  (+/- 180 meters Scaled)
 EJ0985
 EJ0985                          SUPERSEDED SURVEY CONTROL
 EJ0985
 EJ0985  NGVD 29 (??/??/92)  392.082  (m)         1286.36   (f) ADJ UNCH    2 0
 EJ0985
 EJ0985.Superseded values are not recommended for survey control.
 EJ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0985.See file dsdata.txt to determine how the superseded data were derived.
 EJ0985
 EJ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU955507(NAD 83)
 EJ0985_MARKER: DB = BENCH MARK DISK
 EJ0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0985_STAMPING: K 104 1935
 EJ0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0985+STABILITY: SURFACE MOTION
 EJ0985
 EJ0985  HISTORY     - Date     Condition        Report By
 EJ0985  HISTORY     - 1935     MONUMENTED       CGS
 EJ0985
 EJ0985                          STATION DESCRIPTION
 EJ0985
 EJ0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0985'15.3 MI NW FROM REFORM.
 EJ0985'15.3 MILES NORTHWEST ALONG THE ALUM FORK ROAD FROM THE POST OFFICE AT
 EJ0985'REFORM, SALINE COUNTY, 0.2 MILE WEST OF THE JUNCTION OF A TRAIL
 EJ0985'LEADING NORTH TO OAK MOUNTAIN TOWER, AT THE SUMMIT OF A HILL, MIDWAY
 EJ0985'BETWEEN TWO CURVES IN THE ROAD, 30 FEET NORTH OF THE CENTER LINE OF
 EJ0985'THE ROAD, AND 19.4 FEET SOUTHEAST OF AN 18-INCH BLAZED PINE TREE.  A
 EJ0985'STANDARD DISK, STAMPED K 104 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0985'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0992 ***********************************************************************
 EJ0992  DESIGNATION -  K 105
 EJ0992  PID         -  EJ0992
 EJ0992  STATE/COUNTY-  AR/GARLAND
 EJ0992  USGS QUAD   -  NIMROD SW (1968)
 EJ0992
 EJ0992                         *CURRENT SURVEY CONTROL
 EJ0992  ___________________________________________________________________
 EJ0992* NAD 83(1986)-  34 45 47.     (N)    093 13 35.     (W)     SCALED    
 EJ0992* NAVD 88     -       277.682  (meters)     911.03   (feet)  ADJUSTED  
 EJ0992  ___________________________________________________________________
 EJ0992  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EJ0992  DYNAMIC HT  -         277.402 (meters)     910.11  (feet)  COMP
 EJ0992  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 EJ0992
 EJ0992  VERT ORDER  -  SECOND    CLASS 0
 EJ0992
 EJ0992.The horizontal coordinates were scaled from a topographic map and have
 EJ0992.an estimated accuracy of +/- 6 seconds.
 EJ0992
 EJ0992.The orthometric height was determined by differential leveling
 EJ0992.and adjusted by the National Geodetic Survey in June 1991..
 EJ0992
 EJ0992.The geoid height was determined by GEOID03.
 EJ0992
 EJ0992.The dynamic height is computed by dividing the NAVD 88
 EJ0992.geopotential number by the normal gravity value computed on the
 EJ0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0992.degrees latitude (g = 980.6199 gals.).
 EJ0992
 EJ0992.The modeled gravity was interpolated from observed gravity values.
 EJ0992
 EJ0992;                    North         East    Units  Estimated Accuracy
 EJ0992;SPC AR S     -   633,200.      287,730.      MT  (+/- 180 meters Scaled)
 EJ0992
 EJ0992                          SUPERSEDED SURVEY CONTROL
 EJ0992
 EJ0992  NGVD 29 (??/??/92)  277.645  (m)          910.91   (f) ADJ UNCH    2 0
 EJ0992
 EJ0992.Superseded values are not recommended for survey control.
 EJ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0992.See file dsdata.txt to determine how the superseded data were derived.
 EJ0992
 EJ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU792467(NAD 83)
 EJ0992_MARKER: DB = BENCH MARK DISK
 EJ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0992_STAMPING: K 105 1935
 EJ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0992+STABILITY: SURFACE MOTION
 EJ0992
 EJ0992  HISTORY     - Date     Condition        Report By
 EJ0992  HISTORY     - 1935     MONUMENTED       CGS
 EJ0992  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0992
 EJ0992                          STATION DESCRIPTION
 EJ0992
 EJ0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0992'3.9 MI E FROM GLADSTONE.
 EJ0992'3.9 MILES EAST ALONG THE NORTH FORK ROAD FROM THE JOE TERRY LOG HOUSE
 EJ0992'AT GLADSTONE, GARLAND COUNTY, 1.6 MILES WEST OF THE JUNCTION OF A ROAD
 EJ0992'LEADING SOUTH TO OUACHITA, 0.25 MILE NORTHEAST OF A STEEL BRIDGE OVER
 EJ0992'BRUSH CREEK, 100 FEET WEST OF THE SUMMIT OF A HILL, 30 FEET SOUTH OF
 EJ0992'THE CENTER LINE OF THE ROAD, AND 21.3 FEET WEST OF AN 18-INCH PINE
 EJ0992'TREE WITH AN X-BLAZE ON THE NORTH SIDE.  A STANDARD DISK, STAMPED K
 EJ0992'105 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0992
 EJ0992                          STATION RECOVERY (1998)
 EJ0992
 EJ0992'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0627 ***********************************************************************
 FG0627  DESIGNATION -  K 106
 FG0627  PID         -  FG0627
 FG0627  STATE/COUNTY-  AR/SEARCY
 FG0627  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0627
 FG0627                         *CURRENT SURVEY CONTROL
 FG0627  ___________________________________________________________________
 FG0627* NAD 83(1986)-  35 48 04.     (N)    092 46 41.     (W)     SCALED    
 FG0627* NAVD 88     -       311.564  (meters)    1022.19   (feet)  ADJUSTED  
 FG0627  ___________________________________________________________________
 FG0627  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG0627  DYNAMIC HT  -         311.277 (meters)    1021.25  (feet)  COMP
 FG0627  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FG0627
 FG0627  VERT ORDER  -  SECOND    CLASS 0
 FG0627
 FG0627.The horizontal coordinates were scaled from a topographic map and have
 FG0627.an estimated accuracy of +/- 6 seconds.
 FG0627
 FG0627.The orthometric height was determined by differential leveling
 FG0627.and adjusted by the National Geodetic Survey in June 1991..
 FG0627
 FG0627.The geoid height was determined by GEOID03.
 FG0627
 FG0627.The dynamic height is computed by dividing the NAVD 88
 FG0627.geopotential number by the normal gravity value computed on the
 FG0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0627.degrees latitude (g = 980.6199 gals.).
 FG0627
 FG0627.The modeled gravity was interpolated from observed gravity values.
 FG0627
 FG0627;                    North         East    Units  Estimated Accuracy
 FG0627;SPC AR N     -   163,120.      329,680.      MT  (+/- 180 meters Scaled)
 FG0627
 FG0627                          SUPERSEDED SURVEY CONTROL
 FG0627
 FG0627  NGVD 29 (??/??/92)  311.462  (m)         1021.85   (f) ADJ UNCH    2 0
 FG0627
 FG0627.Superseded values are not recommended for survey control.
 FG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0627.See file dsdata.txt to determine how the superseded data were derived.
 FG0627
 FG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV200619(NAD 83)
 FG0627_MARKER: DB = BENCH MARK DISK
 FG0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0627_STAMPING: K 106 1935
 FG0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0627+STABILITY: SURFACE MOTION
 FG0627
 FG0627  HISTORY     - Date     Condition        Report By
 FG0627  HISTORY     - 1935     MONUMENTED       CGS
 FG0627  HISTORY     - 1975     MARK NOT FOUND   USGS
 FG0627
 FG0627                          STATION DESCRIPTION
 FG0627
 FG0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0627'2.5 MI S FROM BEAR CREEK.
 FG0627'2.5 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT BEAR
 FG0627'CREEK, SEARCY COUNTY, ON THE SLOPE OF A HILL AT A SLIGHT CURVE, 39
 FG0627'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN AN OUTCROP OF LARGE
 FG0627'BOULDERS, 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN
 FG0627'BRIDGE, 52 FEET WEST OF A LARGE ROCK ON THE EAST SIDE OF THE ROAD, 7
 FG0627'1/2 FEET SOUTHWEST OF A 4-BY 6-BY 10-FOOT SANDSTONE BOULDER, AND 3 1/2
 FG0627'FEET SOUTHWEST OF A SMALL OAK TREE.  A STANDARD DISK, STAMPED K 106
 FG0627'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEW ROAD HAS BEEN
 FG0627'PUT IN.
 FG0627
 FG0627                          STATION RECOVERY (1975)
 FG0627
 FG0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FG0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2097 ***********************************************************************
 EH2097  DESIGNATION -  K 107
 EH2097  PID         -  EH2097
 EH2097  STATE/COUNTY-  AR/LONOKE
 EH2097  USGS QUAD   -  LONOKE (1982)
 EH2097
 EH2097                         *CURRENT SURVEY CONTROL
 EH2097  ___________________________________________________________________
 EH2097* NAD 83(1986)-  34 47 03.     (N)    091 55 57.     (W)     SCALED    
 EH2097* NAVD 88     -        70.417  (meters)     231.03   (feet)  ADJUSTED  
 EH2097  ___________________________________________________________________
 EH2097  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH2097  DYNAMIC HT  -          70.351 (meters)     230.81  (feet)  COMP
 EH2097  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 EH2097
 EH2097  VERT ORDER  -  FIRST     CLASS II
 EH2097
 EH2097.The horizontal coordinates were scaled from a topographic map and have
 EH2097.an estimated accuracy of +/- 6 seconds.
 EH2097
 EH2097.The orthometric height was determined by differential leveling
 EH2097.and adjusted by the National Geodetic Survey in June 1991..
 EH2097
 EH2097.The geoid height was determined by GEOID03.
 EH2097
 EH2097.The dynamic height is computed by dividing the NAVD 88
 EH2097.geopotential number by the normal gravity value computed on the
 EH2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2097.degrees latitude (g = 980.6199 gals.).
 EH2097
 EH2097.The modeled gravity was interpolated from observed gravity values.
 EH2097
 EH2097;                    North         East    Units  Estimated Accuracy
 EH2097;SPC AR S     -   634,870.      406,180.      MT  (+/- 180 meters Scaled)
 EH2097
 EH2097                          SUPERSEDED SURVEY CONTROL
 EH2097
 EH2097  NGVD 29 (??/??/??)   70.434  (m)          231.08   (f) ADJUSTED    1 2
 EH2097
 EH2097.Superseded values are not recommended for survey control.
 EH2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2097.See file dsdata.txt to determine how the superseded data were derived.
 EH2097
 EH2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU976496(NAD 83)
 EH2097_MARKER: DB = BENCH MARK DISK
 EH2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2097_STAMPING: K 107 1954
 EH2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2097+STABILITY: SURFACE MOTION
 EH2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2097+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2097
 EH2097  HISTORY     - Date     Condition        Report By
 EH2097  HISTORY     - 1954     MONUMENTED       CGS
 EH2097  HISTORY     - 1967     GOOD             CGS
 EH2097  HISTORY     - 20030609 GOOD             USACE
 EH2097
 EH2097                          STATION DESCRIPTION
 EH2097
 EH2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2097'1.85 MI W FROM LONOKE.
 EH2097'IT IS 1.85 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2097'RAILROAD FROM THE STATION IN LONOKE, AT A ROAD CROSSING, 81 FEET EAST
 EH2097'OF THE CENTER OF A FIELD ROAD LEADING SOUTH, 49.5 FEET SOUTH OF THE
 EH2097'SOUTH RAIL, 10 FEET SOUTH OF A TELEPHONE LINE POLE, 2.5 FEET SOUTH OF
 EH2097'A FENCE, 3 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EH2097'ROUND CONCRETE POST PROJECTING 7 INCHES.
 EH2097
 EH2097                          STATION RECOVERY (2003)
 EH2097
 EH2097'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2097'THE STATION IS 1 FOOT SOUTH OF CARSONITE WITNESS POST.  RAILROAD
 EH2097'ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2030 ***********************************************************************
 EH2030  DESIGNATION -  K 108
 EH2030  PID         -  EH2030
 EH2030  STATE/COUNTY-  AR/LONOKE
 EH2030  USGS QUAD   -  CARLISLE (1994)
 EH2030
 EH2030                         *CURRENT SURVEY CONTROL
 EH2030  ___________________________________________________________________
 EH2030* NAD 83(1986)-  34 48 12.     (N)    091 43 24.     (W)     SCALED    
 EH2030* NAVD 88     -        72.073  (meters)     236.46   (feet)  ADJUSTED  
 EH2030  ___________________________________________________________________
 EH2030  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2030  DYNAMIC HT  -          72.005 (meters)     236.24  (feet)  COMP
 EH2030  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 EH2030
 EH2030  VERT ORDER  -  FIRST     CLASS II
 EH2030
 EH2030.This mark is at Carlisle Airport (4M3)
 EH2030
 EH2030.The horizontal coordinates were scaled from a topographic map and have
 EH2030.an estimated accuracy of +/- 6 seconds.
 EH2030
 EH2030.The orthometric height was determined by differential leveling
 EH2030.and adjusted by the National Geodetic Survey in June 1991..
 EH2030
 EH2030.The geoid height was determined by GEOID03.
 EH2030
 EH2030.The dynamic height is computed by dividing the NAVD 88
 EH2030.geopotential number by the normal gravity value computed on the
 EH2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2030.degrees latitude (g = 980.6199 gals.).
 EH2030
 EH2030.The modeled gravity was interpolated from observed gravity values.
 EH2030
 EH2030;                    North         East    Units  Estimated Accuracy
 EH2030;SPC AR S     -   637,030.      425,320.      MT  (+/- 180 meters Scaled)
 EH2030
 EH2030                          SUPERSEDED SURVEY CONTROL
 EH2030
 EH2030  NGVD 29 (??/??/??)   72.083  (m)          236.49   (f) ADJUSTED    1 2
 EH2030
 EH2030.Superseded values are not recommended for survey control.
 EH2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2030.See file dsdata.txt to determine how the superseded data were derived.
 EH2030
 EH2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU167519(NAD 83)
 EH2030_MARKER: DB = BENCH MARK DISK
 EH2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2030_STAMPING: K 108 1954
 EH2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2030+STABILITY: SURFACE MOTION
 EH2030
 EH2030  HISTORY     - Date     Condition        Report By
 EH2030  HISTORY     - 1954     MONUMENTED       CGS
 EH2030  HISTORY     - 1963     GOOD             CGS
 EH2030  HISTORY     - 20030609 POOR             USACE
 EH2030
 EH2030                          STATION DESCRIPTION
 EH2030
 EH2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2030'3.0 MI NE FROM CARLISLE.
 EH2030'1.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH2030'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 1.0 MILE EAST ALONG A
 EH2030'DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, AT THE
 EH2030'SOUTHWEST ENTRANCE TO THE CARLISLE MUNICIPAL AIRPORT, 100 FEET NORTH
 EH2030'OF THE CENTER LINE OF A GRAVELED ROAD, 0.1 MILE SOUTHWEST OF THE WEST
 EH2030'END OF AN EAST AND WEST OILED RUNWAY, 44 FEET SOUTH OF A 10 INCH
 EH2030'WILLOW TREE, 17 FEET WEST OF THE CENTER LINE OF A GRAVELED DRIVEWAY
 EH2030'LEADING TO THE AIRPORT, 6.7 FEET NORTH OF A FENCE CORNER, 2 FEET EAST
 EH2030'OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 EH2030'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH2030
 EH2030                          STATION RECOVERY (1963)
 EH2030
 EH2030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2030'RECOVERED IN GOOD CONDITION.
 EH2030
 EH2030                          STATION RECOVERY (2003)
 EH2030
 EH2030'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2030'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2210 ***********************************************************************
 EH2210  DESIGNATION -  K 109
 EH2210  PID         -  EH2210
 EH2210  STATE/COUNTY-  AR/PRAIRIE
 EH2210  USGS QUAD   -  HAZEN (1994)
 EH2210
 EH2210                         *CURRENT SURVEY CONTROL
 EH2210  ___________________________________________________________________
 EH2210* NAD 83(1986)-  34 46 28.     (N)    091 33 00.     (W)     SCALED    
 EH2210* NAVD 88     -        69.888  (meters)     229.29   (feet)  ADJUSTED  
 EH2210  ___________________________________________________________________
 EH2210  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2210  DYNAMIC HT  -          69.822 (meters)     229.07  (feet)  COMP
 EH2210  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 EH2210
 EH2210  VERT ORDER  -  FIRST     CLASS II
 EH2210
 EH2210.The horizontal coordinates were scaled from a topographic map and have
 EH2210.an estimated accuracy of +/- 6 seconds.
 EH2210
 EH2210.The orthometric height was determined by differential leveling
 EH2210.and adjusted by the National Geodetic Survey in June 1991..
 EH2210
 EH2210.The geoid height was determined by GEOID03.
 EH2210
 EH2210.The dynamic height is computed by dividing the NAVD 88
 EH2210.geopotential number by the normal gravity value computed on the
 EH2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2210.degrees latitude (g = 980.6199 gals.).
 EH2210
 EH2210.The modeled gravity was interpolated from observed gravity values.
 EH2210
 EH2210;                    North         East    Units  Estimated Accuracy
 EH2210;SPC AR S     -   633,880.      441,190.      MT  (+/- 180 meters Scaled)
 EH2210
 EH2210                          SUPERSEDED SURVEY CONTROL
 EH2210
 EH2210  NGVD 29 (??/??/??)   69.892  (m)          229.30   (f) ADJUSTED    1 2
 EH2210
 EH2210.Superseded values are not recommended for survey control.
 EH2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2210.See file dsdata.txt to determine how the superseded data were derived.
 EH2210
 EH2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU326489(NAD 83)
 EH2210_MARKER: DB = BENCH MARK DISK
 EH2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2210_STAMPING: K 109 1954
 EH2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2210+STABILITY: SURFACE MOTION
 EH2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2210+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2210
 EH2210  HISTORY     - Date     Condition        Report By
 EH2210  HISTORY     - 1954     MONUMENTED       CGS
 EH2210  HISTORY     - 20030610 GOOD             USACE
 EH2210
 EH2210                          STATION DESCRIPTION
 EH2210
 EH2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2210'2.05 MI E FROM HAZEN.
 EH2210'1.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2210'FROM THE STATION AT HAZEN, THENCE 0.35 MILE SOUTH ALONG STATE HIGHWAY
 EH2210'11, 77 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTH OF
 EH2210'THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 19 FEET NORTHWEST OF
 EH2210'A POWER POLE, 11.5 FEET EAST OF A FENCE CORNER, 2 FEET SOUTH OF A
 EH2210'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 EH2210'THE GROUND.
 EH2210
 EH2210                          STATION RECOVERY (2003)
 EH2210
 EH2210'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0001 ***********************************************************************
 DL0001  DESIGNATION -  K 11
 DL0001  PID         -  DL0001
 DL0001  STATE/COUNTY-  AR/CLEVELAND
 DL0001  USGS QUAD   -  RISON (1982)
 DL0001
 DL0001                         *CURRENT SURVEY CONTROL
 DL0001  ___________________________________________________________________
 DL0001* NAD 83(1986)-  33 59 02.     (N)    092 10 31.     (W)     SCALED    
 DL0001* NAVD 88     -        69.996  (meters)     229.65   (feet)  ADJUSTED  
 DL0001  ___________________________________________________________________
 DL0001  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DL0001  DYNAMIC HT  -          69.927 (meters)     229.42  (feet)  COMP
 DL0001  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 DL0001
 DL0001  VERT ORDER  -  SECOND    CLASS 0
 DL0001
 DL0001.The horizontal coordinates were scaled from a topographic map and have
 DL0001.an estimated accuracy of +/- 6 seconds.
 DL0001
 DL0001.The orthometric height was determined by differential leveling
 DL0001.and adjusted by the National Geodetic Survey in June 1991..
 DL0001
 DL0001.The geoid height was determined by GEOID03.
 DL0001
 DL0001.The dynamic height is computed by dividing the NAVD 88
 DL0001.geopotential number by the normal gravity value computed on the
 DL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0001.degrees latitude (g = 980.6199 gals.).
 DL0001
 DL0001.The modeled gravity was interpolated from observed gravity values.
 DL0001
 DL0001;                    North         East    Units  Estimated Accuracy
 DL0001;SPC AR S     -   546,110.      383,810.      MT  (+/- 180 meters Scaled)
 DL0001
 DL0001                          SUPERSEDED SURVEY CONTROL
 DL0001
 DL0001  NGVD 29 (??/??/92)   70.064  (m)          229.87   (f) ADJ UNCH    2 0
 DL0001
 DL0001.Superseded values are not recommended for survey control.
 DL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0001.See file dsdata.txt to determine how the superseded data were derived.
 DL0001
 DL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT761606(NAD 83)
 DL0001_MARKER: DB = BENCH MARK DISK
 DL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0001_STAMPING: 229.908 K 11 1932
 DL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0001+STABILITY: SURFACE MOTION
 DL0001
 DL0001  HISTORY     - Date     Condition        Report By
 DL0001  HISTORY     - 1932     MONUMENTED       CGS
 DL0001  HISTORY     - 1969     MARK NOT FOUND   USGS
 DL0001
 DL0001                          STATION DESCRIPTION
 DL0001
 DL0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0001'1.9 MI NE FROM RISON.
 DL0001'ABOUT 1.9 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0001'FROM THE STATION AT RISON, CLEVELAND COUNTY, ABOUT 26 POLES SOUTHWEST
 DL0001'OF MILEPOST 287, ABOUT 100 YARDS EAST OF A NEGRO CHURCH AND CEMETERY,
 DL0001'46 FEET WEST OF THE CENTER LINE OF THE TRACK, 6 FEET NORTH OF THE EAST
 DL0001'PROLONGATION OF THE NORTH SIDE OF THE CHURCH, AND 18 FEET NORTH OF A
 DL0001'POLE.  A STANDARD DISK, STAMPED 229.908 K 11 1932 AND SET IN THE TOP
 DL0001'OF A CONCRETE POST.
 DL0001
 DL0001                          STATION RECOVERY (1969)
 DL0001
 DL0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DL0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1833 ***********************************************************************
 FF1833  DESIGNATION -  K 11 14
 FF1833  PID         -  FF1833
 FF1833  STATE/COUNTY-  AR/WOODRUFF
 FF1833  USGS QUAD   -  AUGUSTA (1993)
 FF1833
 FF1833                         *CURRENT SURVEY CONTROL
 FF1833  ___________________________________________________________________
 FF1833* NAD 83(1997)-  35 17 14.52818(N)    091 21 53.60503(W)     ADJUSTED  
 FF1833* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 FF1833  ___________________________________________________________________
 FF1833  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FF1833  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1833
 FF1833  HORZ ORDER  -  THIRD
 FF1833
 FF1833.The horizontal coordinates were established by classical geodetic methods
 FF1833.and adjusted by the National Geodetic Survey in September 1999..
 FF1833.No horizontal observational check was made to the station.
 FF1833
 FF1833.The orthometric height was scaled from a topographic map.
 FF1833
 FF1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1833
 FF1833.The geoid height was determined by GEOID03.
 FF1833
 FF1833;                    North         East     Units Scale Factor Converg.
 FF1833;SPC AR N     -   106,028.282   457,771.245   MT  0.99994928   +0 22 10.5
 FF1833;SPC AR N     -   347,861.12  1,501,871.16   sFT  0.99994928   +0 22 10.5
 FF1833;UTM  15      - 3,906,137.774   648,689.718   MT  0.99987247   +0 56 41.1
 FF1833
 FF1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1833!SPC AR N     -   0.99999361  x   0.99994928  =   0.99994289
 FF1833!UTM  15      -   0.99999361  x   0.99987247  =   0.99986608
 FF1833
 FF1833                          SUPERSEDED SURVEY CONTROL
 FF1833
 FF1833  NAD 83(1986)-  35 17 14.53829(N)    091 21 53.60462(W) AD(       ) 3
 FF1833  NAD 27      -  35 17 14.23030(N)    091 21 53.13960(W) AD(       ) 3
 FF1833
 FF1833.Superseded values are not recommended for survey control.
 FF1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1833.See file dsdata.txt to determine how the superseded data were derived.
 FF1833
 FF1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4869006138(NAD 83)
 FF1833_MARKER: DD = SURVEY DISK
 FF1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1833
 FF1833  HISTORY     - Date     Condition        Report By
 FF1833  HISTORY     - 1954     MONUMENTED       USE
 FF1833
 FF1833                          STATION DESCRIPTION
 FF1833
 FF1833'DESCRIBED BY US ENGINEERS 1954 (JCM)
 FF1833'THE STATION IS LOCATED ON THE GROUNDS OF THE COURTHOUSE
 FF1833'IN AUGUSTA.  IT IS 112 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FF1833'OF THE COURTHOUSE AND 12 FEET NORTH OF A FIRE HYDRANT.
 FF1833'
 FF1833'THE MARK IS A BRONZE DISK OF THE UNITED STATES ENGINEER
 FF1833'DEPARTMENT SET IN THE TOP OF A CONCRETE POST 6 INCHES IN
 FF1833'DIAMETER.  THE POST PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF1833'B M K-11-14.
 FF1833'
 FF1833'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FF1833'AUGUSTA AND THE DISTANCE WAS FOUND TO BE 237.52 FEET AND
 FF1833'72.396 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1206 ***********************************************************************
 FF1206  DESIGNATION -  K 11 3
 FF1206  PID         -  FF1206
 FF1206  STATE/COUNTY-  AR/WHITE
 FF1206  USGS QUAD   -  BRADFORD (1980)
 FF1206
 FF1206                         *CURRENT SURVEY CONTROL
 FF1206  ___________________________________________________________________
 FF1206* NAD 83(1986)-  35 25 19.     (N)    091 27 18.     (W)     SCALED    
 FF1206* NAVD 88     -        73.494  (meters)     241.12   (feet)  ADJUSTED  
 FF1206  ___________________________________________________________________
 FF1206  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1206  DYNAMIC HT  -          73.430 (meters)     240.91  (feet)  COMP
 FF1206  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 FF1206
 FF1206  VERT ORDER  -  FIRST     CLASS II
 FF1206
 FF1206.The horizontal coordinates were scaled from a topographic map and have
 FF1206.an estimated accuracy of +/- 6 seconds.
 FF1206
 FF1206.The orthometric height was determined by differential leveling
 FF1206.and adjusted by the National Geodetic Survey in June 1991..
 FF1206
 FF1206.The geoid height was determined by GEOID03.
 FF1206
 FF1206.The dynamic height is computed by dividing the NAVD 88
 FF1206.geopotential number by the normal gravity value computed on the
 FF1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1206.degrees latitude (g = 980.6199 gals.).
 FF1206
 FF1206.The modeled gravity was interpolated from observed gravity values.
 FF1206
 FF1206;                    North         East    Units  Estimated Accuracy
 FF1206;SPC AR N     -   120,910.      449,490.      MT  (+/- 180 meters Scaled)
 FF1206
 FF1206                          SUPERSEDED SURVEY CONTROL
 FF1206
 FF1206  NGVD 29 (??/??/??)   73.440  (m)          240.94   (f) ADJUSTED    1 2
 FF1206
 FF1206.Superseded values are not recommended for survey control.
 FF1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1206.See file dsdata.txt to determine how the superseded data were derived.
 FF1206
 FF1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV402209(NAD 83)
 FF1206_MARKER: DS = TRIANGULATION STATION DISK
 FF1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1206_STAMPING: K-11-3
 FF1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1206+STABILITY: SURFACE MOTION
 FF1206
 FF1206  HISTORY     - Date     Condition        Report By
 FF1206  HISTORY     - UNK      MONUMENTED       DOD
 FF1206  HISTORY     - 1931     GOOD             CGS
 FF1206  HISTORY     - 1963     MARK NOT FOUND   USGS
 FF1206
 FF1206                          STATION DESCRIPTION
 FF1206
 FF1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1206'AT BRADFORD.
 FF1206'AT BRADFORD, WHITE COUNTY, 171 FEET SOUTHWEST OF THE MISSOURI
 FF1206'PACIFIC RAILROAD STATION AND 33 FEET WEST OF THE CENTER LINE OF
 FF1206'THE WEST TRACK.  A CORPS OF ENGINEERS, UNITED STATES ARMY,
 FF1206'STANDARD TRIANGULATION-STATION DISK, STAMPED K-11-3 AND SET IN
 FF1206'THE TOP OF A CONCRETE POST.
 FF1206
 FF1206                          STATION RECOVERY (1963)
 FF1206
 FF1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FF1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1116 ***********************************************************************
 EH1116  DESIGNATION -  K 110
 EH1116  PID         -  EH1116
 EH1116  STATE/COUNTY-  AR/PRAIRIE
 EH1116  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1116
 EH1116                         *CURRENT SURVEY CONTROL
 EH1116  ___________________________________________________________________
 EH1116* NAD 83(1986)-  34 49 29.     (N)    091 23 43.     (W)     SCALED    
 EH1116* NAVD 88     -        55.589  (meters)     182.38   (feet)  ADJUSTED  
 EH1116  ___________________________________________________________________
 EH1116  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1116  DYNAMIC HT  -          55.537 (meters)     182.21  (feet)  COMP
 EH1116  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 EH1116
 EH1116  VERT ORDER  -  FIRST     CLASS II
 EH1116
 EH1116.The horizontal coordinates were scaled from a topographic map and have
 EH1116.an estimated accuracy of +/- 6 seconds.
 EH1116
 EH1116.The orthometric height was determined by differential leveling
 EH1116.and adjusted by the National Geodetic Survey in June 1991..
 EH1116
 EH1116.The geoid height was determined by GEOID03.
 EH1116
 EH1116.The dynamic height is computed by dividing the NAVD 88
 EH1116.geopotential number by the normal gravity value computed on the
 EH1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1116.degrees latitude (g = 980.6199 gals.).
 EH1116
 EH1116.The modeled gravity was interpolated from observed gravity values.
 EH1116
 EH1116;                    North         East    Units  Estimated Accuracy
 EH1116;SPC AR S     -   639,530.      455,320.      MT  (+/- 180 meters Scaled)
 EH1116
 EH1116                          SUPERSEDED SURVEY CONTROL
 EH1116
 EH1116  NGVD 29 (??/??/??)   55.590  (m)          182.38   (f) ADJUSTED    1 2
 EH1116
 EH1116.Superseded values are not recommended for survey control.
 EH1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1116.See file dsdata.txt to determine how the superseded data were derived.
 EH1116
 EH1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU467547(NAD 83)
 EH1116_MARKER: DB = BENCH MARK DISK
 EH1116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1116_SP_SET: CULVERT
 EH1116_STAMPING: K 110 1954
 EH1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1116
 EH1116  HISTORY     - Date     Condition        Report By
 EH1116  HISTORY     - 1954     MONUMENTED       CGS
 EH1116  HISTORY     - 20030428 MARK NOT FOUND   USACE
 EH1116
 EH1116                          STATION DESCRIPTION
 EH1116
 EH1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1116'0.7 MI NE FROM BISCOE.
 EH1116'0.7 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1116'FROM THE STATION AT BISCOE, 3 POLES NORTHEAST OF A ROAD CROSSING, 68
 EH1116'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 21 FEET NORTHWEST OF THE CENTER
 EH1116'LINE OF U.S. HIGHWAY 70, SET IN THE TOP OF THE SOUTHWEST END OF THE
 EH1116'NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 EH1116
 EH1116                          STATION RECOVERY (2003)
 EH1116
 EH1116'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1117 ***********************************************************************
 EH1117  DESIGNATION -  K 110 RESET
 EH1117  PID         -  EH1117
 EH1117  STATE/COUNTY-  AR/PRAIRIE
 EH1117  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1117
 EH1117                         *CURRENT SURVEY CONTROL
 EH1117  ___________________________________________________________________
 EH1117* NAD 83(1986)-  34 49 29.     (N)    091 23 43.     (W)     SCALED    
 EH1117* NAVD 88     -        55.51   (meters)     182.1    (feet)  RESET     
 EH1117  ___________________________________________________________________
 EH1117  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1117
 EH1117  VERT ORDER  -  THIRD
 EH1117
 EH1117.The horizontal coordinates were scaled from a topographic map and have
 EH1117.an estimated accuracy of +/- 6 seconds.
 EH1117
 EH1117.The orthometric height was computed from unverified reset data.
 EH1117.No vertical observational check was made to the station.
 EH1117
 EH1117.The geoid height was determined by GEOID03.
 EH1117
 EH1117;                    North         East    Units  Estimated Accuracy
 EH1117;SPC AR S     -   639,530.      455,320.      MT  (+/- 180 meters Scaled)
 EH1117
 EH1117                          SUPERSEDED SURVEY CONTROL
 EH1117
 EH1117  NGVD 29 (??/??/??)   55.51   (m)          182.1    (f) RESET       3  
 EH1117
 EH1117.Superseded values are not recommended for survey control.
 EH1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1117.See file dsdata.txt to determine how the superseded data were derived.
 EH1117
 EH1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU467547(NAD 83)
 EH1117_MARKER: DD = SURVEY DISK
 EH1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1117_SP_SET: CULVERT
 EH1117_STAMPING: K 110 RESET 1957
 EH1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1117
 EH1117  HISTORY     - Date     Condition        Report By
 EH1117  HISTORY     - 1957     MONUMENTED       ARHD
 EH1117
 EH1117                          STATION DESCRIPTION
 EH1117
 EH1117'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1957
 EH1117'0.7 MI NE FROM BISCOE.
 EH1117'0.7 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1117'FROM THE STATION AT BISCOE, 3 POLES NORTHEAST OF A ROAD CROSSING, 59
 EH1117'FEET SOUTHEAST OF THE SOUTH RAIL, 30 FEET NORTHWEST OF THE CENTERLINE
 EH1117'OF U.S. HIGHWAY 70 AND SET IN THE TOP OF THE SOUTHWEST END OF THE
 EH1117'NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1867 ***********************************************************************
 EH1867  DESIGNATION -  K 111
 EH1867  PID         -  EH1867
 EH1867  STATE/COUNTY-  AR/LONOKE
 EH1867  USGS QUAD   -  WATTENSAW (1982)
 EH1867
 EH1867                         *CURRENT SURVEY CONTROL
 EH1867  ___________________________________________________________________
 EH1867* NAD 83(1986)-  34 57 38.     (N)    091 52 26.     (W)     SCALED    
 EH1867* NAVD 88     -        74.041  (meters)     242.92   (feet)  ADJUSTED  
 EH1867  ___________________________________________________________________
 EH1867  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EH1867  DYNAMIC HT  -          73.973 (meters)     242.69  (feet)  COMP
 EH1867  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 EH1867
 EH1867  VERT ORDER  -  FIRST     CLASS II
 EH1867
 EH1867.The horizontal coordinates were scaled from a topographic map and have
 EH1867.an estimated accuracy of +/- 6 seconds.
 EH1867
 EH1867.The orthometric height was determined by differential leveling
 EH1867.and adjusted by the National Geodetic Survey in June 1991..
 EH1867
 EH1867.The geoid height was determined by GEOID03.
 EH1867
 EH1867.The dynamic height is computed by dividing the NAVD 88
 EH1867.geopotential number by the normal gravity value computed on the
 EH1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1867.degrees latitude (g = 980.6199 gals.).
 EH1867
 EH1867.The modeled gravity was interpolated from observed gravity values.
 EH1867
 EH1867;                    North         East    Units  Estimated Accuracy
 EH1867;SPC AR S     -   654,440.      411,520.      MT  (+/- 180 meters Scaled)
 EH1867
 EH1867                          SUPERSEDED SURVEY CONTROL
 EH1867
 EH1867  NGVD 29 (??/??/??)   74.044  (m)          242.93   (f) ADJUSTED    1 2
 EH1867
 EH1867.Superseded values are not recommended for survey control.
 EH1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1867.See file dsdata.txt to determine how the superseded data were derived.
 EH1867
 EH1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU028692(NAD 83)
 EH1867_MARKER: DB = BENCH MARK DISK
 EH1867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1867_SP_SET: CULVERT
 EH1867_STAMPING: K 111 1955
 EH1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1867
 EH1867  HISTORY     - Date     Condition        Report By
 EH1867  HISTORY     - 1955     MONUMENTED       CGS
 EH1867  HISTORY     - 1967     GOOD             CGS
 EH1867  HISTORY     - 20020606 MARK NOT FOUND   USACE
 EH1867
 EH1867                          STATION DESCRIPTION
 EH1867
 EH1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1867'9.85 MI W FROM HICKORY PLAINS.
 EH1867'FROM THE JUNCTION OF STATE HIGHWAY 13 AND 38 IN HICKORY PLAINS, GO
 EH1867'WEST ON STATE HIGHWAY 38 FOR 8.4 MILES TO THE JUNCTION OF STATE
 EH1867'HIGHWAY 31, THENCE SOUTH ALONG STATE HIGHWAY 31 FOR 1.4 MILES TO A
 EH1867'SMALL CONCRETE CULVERT AND THE MARK ON THE LEFT, 15 FEET EAST OF THE
 EH1867'CENTER OF STATE HIGHWAY 31, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST
 EH1867'AND CEMENTED IN A DRILL HOLE IN THE TOP CENTER OF THE EAST HEADWALL
 EH1867'PROJECTING 5 INCHES.
 EH1867
 EH1867                          STATION RECOVERY (2002)
 EH1867
 EH1867'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1867'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1614 ***********************************************************************
 EH1614  DESIGNATION -  K 112
 EH1614  PID         -  EH1614
 EH1614  STATE/COUNTY-  AR/JEFFERSON
 EH1614  USGS QUAD   -  REYDELL (1975)
 EH1614
 EH1614                         *CURRENT SURVEY CONTROL
 EH1614  ___________________________________________________________________
 EH1614* NAD 83(1986)-  34 10 42.     (N)    091 32 28.     (W)     SCALED    
 EH1614* NAVD 88     -        54.285  (meters)     178.10   (feet)  ADJUSTED  
 EH1614  ___________________________________________________________________
 EH1614  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1614  DYNAMIC HT  -          54.232 (meters)     177.93  (feet)  COMP
 EH1614  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 EH1614
 EH1614  VERT ORDER  -  FIRST     CLASS II
 EH1614
 EH1614.The horizontal coordinates were scaled from a topographic map and have
 EH1614.an estimated accuracy of +/- 6 seconds.
 EH1614
 EH1614.The orthometric height was determined by differential leveling
 EH1614.and adjusted by the National Geodetic Survey in August 1993..
 EH1614
 EH1614.The geoid height was determined by GEOID03.
 EH1614
 EH1614.The dynamic height is computed by dividing the NAVD 88
 EH1614.geopotential number by the normal gravity value computed on the
 EH1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1614.degrees latitude (g = 980.6199 gals.).
 EH1614
 EH1614.The modeled gravity was interpolated from observed gravity values.
 EH1614
 EH1614;                    North         East    Units  Estimated Accuracy
 EH1614;SPC AR S     -   567,760.      442,300.      MT  (+/- 180 meters Scaled)
 EH1614
 EH1614                          SUPERSEDED SURVEY CONTROL
 EH1614
 EH1614  NAVD 88 (06/15/91)   54.329  (m)          178.24   (f) UNKNOWN     1 2
 EH1614  NGVD 29 (??/??/??)   54.367  (m)          178.37   (f) ADJUSTED    1 2
 EH1614
 EH1614.Superseded values are not recommended for survey control.
 EH1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1614.See file dsdata.txt to determine how the superseded data were derived.
 EH1614
 EH1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT344828(NAD 83)
 EH1614_MARKER: DB = BENCH MARK DISK
 EH1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1614_STAMPING: K 112 1954
 EH1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1614+STABILITY: SURFACE MOTION
 EH1614
 EH1614  HISTORY     - Date     Condition        Report By
 EH1614  HISTORY     - 1954     MONUMENTED       CGS
 EH1614  HISTORY     - 1958     GOOD             CGS
 EH1614  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1614
 EH1614                          STATION DESCRIPTION
 EH1614
 EH1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EH1614'2.0 MI NE FROM REYDEL.
 EH1614'LOCATED 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST
 EH1614'OFFICE AT REYDEL, IN THE NORTHWEST ANGLE OF THE JUNCTION WITH A WOODS
 EH1614'ROAD LEADING SOUTHWEST AND ACROSS THE HIGHWAY FROM A CULTIVATED FIELD.
 EH1614'IT IS 54 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 11, 58 FEET
 EH1614'NORTH OF THE CENTER OF THE WOODS ROAD LEADING SOUTHWEST, 19 FEET NORTH
 EH1614'OF A 20-INCH ASH TREE, AND 4 FEET WEST OF A METAL WITNESS POST WITH A
 EH1614'WHITE SIGN.  IT IS A STANDARD DISK, STAMPED K 112 1954, SET IN THE TOP
 EH1614'OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 EH1614
 EH1614                          STATION RECOVERY (2003)
 EH1614
 EH1614'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2381 ***********************************************************************
 EH2381  DESIGNATION -  K 114
 EH2381  PID         -  EH2381
 EH2381  STATE/COUNTY-  AR/PRAIRIE
 EH2381  USGS QUAD   -  HAZEN (1994)
 EH2381
 EH2381                         *CURRENT SURVEY CONTROL
 EH2381  ___________________________________________________________________
 EH2381* NAD 83(1986)-  34 45 44.     (N)    091 35 21.     (W)     SCALED    
 EH2381* NAVD 88     -        68.234  (meters)     223.86   (feet)  ADJUSTED  
 EH2381  ___________________________________________________________________
 EH2381  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2381  DYNAMIC HT  -          68.170 (meters)     223.65  (feet)  COMP
 EH2381  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 EH2381
 EH2381  VERT ORDER  -  FIRST     CLASS II
 EH2381
 EH2381.The horizontal coordinates were scaled from a topographic map and have
 EH2381.an estimated accuracy of +/- 6 seconds.
 EH2381
 EH2381.The orthometric height was determined by differential leveling
 EH2381.and adjusted by the National Geodetic Survey in June 1991..
 EH2381
 EH2381.The geoid height was determined by GEOID03.
 EH2381
 EH2381.The dynamic height is computed by dividing the NAVD 88
 EH2381.geopotential number by the normal gravity value computed on the
 EH2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2381.degrees latitude (g = 980.6199 gals.).
 EH2381
 EH2381.The modeled gravity was interpolated from observed gravity values.
 EH2381
 EH2381;                    North         East    Units  Estimated Accuracy
 EH2381;SPC AR S     -   632,510.      437,610.      MT  (+/- 180 meters Scaled)
 EH2381
 EH2381                          SUPERSEDED SURVEY CONTROL
 EH2381
 EH2381  NGVD 29 (??/??/??)   68.247  (m)          223.91   (f) ADJUSTED    1 2
 EH2381
 EH2381.Superseded values are not recommended for survey control.
 EH2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2381.See file dsdata.txt to determine how the superseded data were derived.
 EH2381
 EH2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU291475(NAD 83)
 EH2381_MARKER: DB = BENCH MARK DISK
 EH2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2381_STAMPING: K 114 1954
 EH2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2381+STABILITY: SURFACE MOTION
 EH2381
 EH2381  HISTORY     - Date     Condition        Report By
 EH2381  HISTORY     - 1954     MONUMENTED       CGS
 EH2381  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH2381
 EH2381                          STATION DESCRIPTION
 EH2381
 EH2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2381'1.7 MI S FROM HAZEN.
 EH2381'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK ISLAND AND
 EH2381'PACIFIC RAILROAD STATION AT HAZEN, THENCE 1.2 MILES SOUTH ALONG A
 EH2381'GRAVELED ROAD, 0.1 MILE NORTH OF A ROAD LEADING WEST, 24 FEET EAST OF
 EH2381'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 5 FEET NORTH OF A POWER
 EH2381'POLE, 5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH2381'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH2381
 EH2381                          STATION RECOVERY (2003)
 EH2381
 EH2381'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1398 ***********************************************************************
 EH1398  DESIGNATION -  K 115
 EH1398  PID         -  EH1398
 EH1398  STATE/COUNTY-  AR/ARKANSAS
 EH1398  USGS QUAD   -  ALMYRA (1968)
 EH1398
 EH1398                         *CURRENT SURVEY CONTROL
 EH1398  ___________________________________________________________________
 EH1398* NAD 83(1986)-  34 23 13.     (N)    091 23 24.     (W)     SCALED    
 EH1398* NAVD 88     -        59.718  (meters)     195.92   (feet)  ADJUSTED  
 EH1398  ___________________________________________________________________
 EH1398  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH1398  DYNAMIC HT  -          59.661 (meters)     195.74  (feet)  COMP
 EH1398  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 EH1398
 EH1398  VERT ORDER  -  FIRST     CLASS II
 EH1398
 EH1398.The horizontal coordinates were scaled from a topographic map and have
 EH1398.an estimated accuracy of +/- 6 seconds.
 EH1398
 EH1398.The orthometric height was determined by differential leveling
 EH1398.and adjusted by the National Geodetic Survey in August 1993..
 EH1398
 EH1398.The geoid height was determined by GEOID03.
 EH1398
 EH1398.The dynamic height is computed by dividing the NAVD 88
 EH1398.geopotential number by the normal gravity value computed on the
 EH1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1398.degrees latitude (g = 980.6199 gals.).
 EH1398
 EH1398.The modeled gravity was interpolated from observed gravity values.
 EH1398
 EH1398;                    North         East    Units  Estimated Accuracy
 EH1398;SPC AR S     -   590,970.      456,090.      MT  (+/- 180 meters Scaled)
 EH1398
 EH1398                          SUPERSEDED SURVEY CONTROL
 EH1398
 EH1398  NAVD 88 (06/15/91)   59.776  (m)          196.12   (f) UNKNOWN     1 2
 EH1398  NGVD 29 (??/??/??)   59.784  (m)          196.14   (f) ADJUSTED    1 2
 EH1398
 EH1398.Superseded values are not recommended for survey control.
 EH1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1398.See file dsdata.txt to determine how the superseded data were derived.
 EH1398
 EH1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU480062(NAD 83)
 EH1398_MARKER: DB = BENCH MARK DISK
 EH1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1398_STAMPING: K 115 1954
 EH1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1398+STABILITY: SURFACE MOTION
 EH1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1398+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 EH1398
 EH1398  HISTORY     - Date     Condition        Report By
 EH1398  HISTORY     - 1954     MONUMENTED       CGS
 EH1398  HISTORY     - 20030415 GOOD             USACE
 EH1398
 EH1398                          STATION DESCRIPTION
 EH1398
 EH1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1398'2.4 MI SE FROM ALMYRA.
 EH1398'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 EH1398'ALMYRA, 58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 EH1398'NORTHEAST OF THE NORTHWEST CORNER OF A GRAINERY, AT THE FARM HOME OF
 EH1398'J.D. KNOLES, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EH1398'GROUND.
 EH1398
 EH1398                          STATION RECOVERY (2003)
 EH1398
 EH1398'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1398'GRAINERY BUILDING NOW A BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1674 ***********************************************************************
 EH1674  DESIGNATION -  K 116
 EH1674  PID         -  EH1674
 EH1674  STATE/COUNTY-  AR/ARKANSAS
 EH1674  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1674
 EH1674                         *CURRENT SURVEY CONTROL
 EH1674  ___________________________________________________________________
 EH1674* NAD 83(1986)-  34 28 42.     (N)    091 30 18.     (W)     SCALED    
 EH1674* NAVD 88     -        64.919  (meters)     212.99   (feet)  ADJUSTED  
 EH1674  ___________________________________________________________________
 EH1674  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1674  DYNAMIC HT  -          64.857 (meters)     212.78  (feet)  COMP
 EH1674  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 EH1674
 EH1674  VERT ORDER  -  FIRST     CLASS II
 EH1674
 EH1674.The horizontal coordinates were scaled from a topographic map and have
 EH1674.an estimated accuracy of +/- 6 seconds.
 EH1674
 EH1674.The orthometric height was determined by differential leveling
 EH1674.and adjusted by the National Geodetic Survey in August 1993..
 EH1674
 EH1674.The geoid height was determined by GEOID03.
 EH1674
 EH1674.The dynamic height is computed by dividing the NAVD 88
 EH1674.geopotential number by the normal gravity value computed on the
 EH1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1674.degrees latitude (g = 980.6199 gals.).
 EH1674
 EH1674.The modeled gravity was interpolated from observed gravity values.
 EH1674
 EH1674;                    North         East    Units  Estimated Accuracy
 EH1674;SPC AR S     -   601,050.      445,470.      MT  (+/- 180 meters Scaled)
 EH1674
 EH1674                          SUPERSEDED SURVEY CONTROL
 EH1674
 EH1674  NAVD 88 (06/15/91)   64.958  (m)          213.12   (f) UNKNOWN     1 2
 EH1674  NGVD 29 (??/??/??)   64.962  (m)          213.13   (f) ADJUSTED    1 2
 EH1674
 EH1674.Superseded values are not recommended for survey control.
 EH1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1674.See file dsdata.txt to determine how the superseded data were derived.
 EH1674
 EH1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU372162(NAD 83)
 EH1674_MARKER: DB = BENCH MARK DISK
 EH1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1674_STAMPING: K 116 1955
 EH1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1674+STABILITY: SURFACE MOTION
 EH1674
 EH1674  HISTORY     - Date     Condition        Report By
 EH1674  HISTORY     - 1955     MONUMENTED       CGS
 EH1674  HISTORY     - 20030619 POOR             USACE
 EH1674
 EH1674                          STATION DESCRIPTION
 EH1674
 EH1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1674'3.1 MI E FROM STUTTGART.
 EH1674'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1674'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1674'HIGHWAYS 11 AND 30, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 30, 42
 EH1674'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF THE
 EH1674'CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 16 FEET NORTH OF A
 EH1674'TELEPHONE POLE, 21 FEET SOUTH OF A POWER POLE, 1.5 FEET SOUTHWEST OF A
 EH1674'FENCE CORNER, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 EH1674'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH1674
 EH1674                          STATION RECOVERY (2003)
 EH1674
 EH1674'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1674'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0128 ***********************************************************************
 EJ0128  DESIGNATION -  K 118
 EJ0128  PID         -  EJ0128
 EJ0128  STATE/COUNTY-  AR/PULASKI
 EJ0128  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0128
 EJ0128                         *CURRENT SURVEY CONTROL
 EJ0128  ___________________________________________________________________
 EJ0128* NAD 83(1986)-  34 44 49.     (N)    092 15 32.     (W)     SCALED    
 EJ0128* NAVD 88     -        82.853  (meters)     271.83   (feet)  ADJUSTED  
 EJ0128  ___________________________________________________________________
 EJ0128  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0128  DYNAMIC HT  -          82.776 (meters)     271.57  (feet)  COMP
 EJ0128  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 EJ0128
 EJ0128  VERT ORDER  -  FIRST     CLASS II
 EJ0128
 EJ0128.The horizontal coordinates were scaled from a topographic map and have
 EJ0128.an estimated accuracy of +/- 6 seconds.
 EJ0128
 EJ0128.The orthometric height was determined by differential leveling
 EJ0128.and adjusted by the National Geodetic Survey in June 1991..
 EJ0128
 EJ0128.The geoid height was determined by GEOID03.
 EJ0128
 EJ0128.The dynamic height is computed by dividing the NAVD 88
 EJ0128.geopotential number by the normal gravity value computed on the
 EJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0128.degrees latitude (g = 980.6199 gals.).
 EJ0128
 EJ0128.The modeled gravity was interpolated from observed gravity values.
 EJ0128
 EJ0128;                    North         East    Units  Estimated Accuracy
 EJ0128;SPC AR S     -   630,770.      376,290.      MT  (+/- 180 meters Scaled)
 EJ0128
 EJ0128                          SUPERSEDED SURVEY CONTROL
 EJ0128
 EJ0128  NGVD 29 (??/??/92)   82.903  (m)          271.99   (f) ADJ UNCH    1 2
 EJ0128
 EJ0128.Superseded values are not recommended for survey control.
 EJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0128.See file dsdata.txt to determine how the superseded data were derived.
 EJ0128
 EJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU678452(NAD 83)
 EJ0128_MARKER: DB = BENCH MARK DISK
 EJ0128_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0128_STAMPING: K 118 1955
 EJ0128_MARK LOGO: CGS   
 EJ0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0128+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 EJ0128
 EJ0128  HISTORY     - Date     Condition        Report By
 EJ0128  HISTORY     - 1955     MONUMENTED       CGS
 EJ0128  HISTORY     - 1971     GOOD             NGS
 EJ0128  HISTORY     - 1984     GOOD             NGS
 EJ0128  HISTORY     - 1988     GOOD             USPSQD
 EJ0128  HISTORY     - 20060330 GOOD             ARHD
 EJ0128
 EJ0128                          STATION DESCRIPTION
 EJ0128
 EJ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EJ0128'IN LITTLE ROCK.
 EJ0128'AT LITTLE ROCK, 0.1 MILE NORTH OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0128'RAILROAD STATION, 7.5 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF
 EJ0128'THE WEST END OF THE SOUTH ABUTMENT OF A RAILROAD BRIDGE OVER THE
 EJ0128'ARKANSAS RIVER.
 EJ0128
 EJ0128                          STATION RECOVERY (1971)
 EJ0128
 EJ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EJ0128'RECOVERED IN GOOD CONDITION.
 EJ0128
 EJ0128                          STATION RECOVERY (1984)
 EJ0128
 EJ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0128'RECOVERED IN GOOD CONDITION.  NOTE, THE OLD ROCK ISLAND RAILROAD HAS
 EJ0128'BEEN ABANDONED BUT IS STILL IN PLACE, THE MARK IS ABOUT 0.2 KM
 EJ0128'(0.1 MI) NORTHWEST OF THE INTERSECTION OF EAST 2ND STREET AND
 EJ0128'INDUSTRIAL STREET.
 EJ0128
 EJ0128                          STATION RECOVERY (1988)
 EJ0128
 EJ0128'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0128'RECOVERED IN GOOD CONDITION.
 EJ0128
 EJ0128                          STATION RECOVERY (2006)
 EJ0128
 EJ0128'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (TPS)
 EJ0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0595 ***********************************************************************
 DL0595  DESIGNATION -  K 119
 DL0595  PID         -  DL0595
 DL0595  STATE/COUNTY-  AR/COLUMBIA
 DL0595  USGS QUAD   -  BUSSEY (1960)
 DL0595
 DL0595                         *CURRENT SURVEY CONTROL
 DL0595  ___________________________________________________________________
 DL0595* NAD 83(1986)-  33 10 38.     (N)    093 27 34.     (W)     SCALED    
 DL0595* NAVD 88     -        75.406  (meters)     247.39   (feet)  ADJUSTED  
 DL0595  ___________________________________________________________________
 DL0595  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0595  DYNAMIC HT  -          75.324 (meters)     247.13  (feet)  COMP
 DL0595  MODELED GRAV-     979,557.3   (mgal)                       NAVD 88
 DL0595
 DL0595  VERT ORDER  -  SECOND    CLASS 0
 DL0595
 DL0595.The horizontal coordinates were scaled from a topographic map and have
 DL0595.an estimated accuracy of +/- 6 seconds.
 DL0595
 DL0595.The orthometric height was determined by differential leveling
 DL0595.and adjusted by the National Geodetic Survey in June 1991..
 DL0595
 DL0595.The geoid height was determined by GEOID03.
 DL0595
 DL0595.The dynamic height is computed by dividing the NAVD 88
 DL0595.geopotential number by the normal gravity value computed on the
 DL0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0595.degrees latitude (g = 980.6199 gals.).
 DL0595
 DL0595.The modeled gravity was interpolated from observed gravity values.
 DL0595
 DL0595;                    North         East    Units  Estimated Accuracy
 DL0595;SPC AR S     -   457,600.      263,880.      MT  (+/- 180 meters Scaled)
 DL0595
 DL0595                          SUPERSEDED SURVEY CONTROL
 DL0595
 DL0595  NGVD 29 (??/??/92)   75.453  (m)          247.55   (f) ADJ UNCH    2 0
 DL0595
 DL0595.Superseded values are not recommended for survey control.
 DL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0595.See file dsdata.txt to determine how the superseded data were derived.
 DL0595
 DL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571710(NAD 83)
 DL0595_MARKER: DB = BENCH MARK DISK
 DL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0595_STAMPING: K 119 1934
 DL0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0595+STABILITY: SURFACE MOTION
 DL0595
 DL0595  HISTORY     - Date     Condition        Report By
 DL0595  HISTORY     - 1934     MONUMENTED       CGS
 DL0595  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0595
 DL0595                          STATION DESCRIPTION
 DL0595
 DL0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0595'5.4 MI N FROM TAYLOR.
 DL0595'ABOUT 5.4 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0595'THE STATION AT TAYLOR, COLUMBIA COUNTY, ABOUT 0.2 MILE NORTH OF
 DL0595'MILEPOST 36, ABOUT 0.2 MILE NORTH OF A ROAD CROSSING, ABOUT 210 YARDS
 DL0595'SOUTH OF A BRIDGE, ABOUT 15 YARDS WEST OF THE TRACK, AND 2 FEET WEST
 DL0595'OF A FENCE.  A STANDARD DISK, STAMPED K 119 1934 AND SET IN THE TOP OF
 DL0595'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1369 ***********************************************************************
 DK1369  DESIGNATION -  K 12
 DK1369  PID         -  DK1369
 DK1369  STATE/COUNTY-  AR/ASHLEY
 DK1369  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1369
 DK1369                         *CURRENT SURVEY CONTROL
 DK1369  ___________________________________________________________________
 DK1369* NAD 83(1986)-  33 08 27.     (N)    091 59 35.     (W)     SCALED    
 DK1369* NAVD 88     -        48.173  (meters)     158.05   (feet)  ADJUSTED  
 DK1369  ___________________________________________________________________
 DK1369  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DK1369  DYNAMIC HT  -          48.122 (meters)     157.88  (feet)  COMP
 DK1369  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DK1369
 DK1369  VERT ORDER  -  SECOND    CLASS 0
 DK1369
 DK1369.The horizontal coordinates were scaled from a topographic map and have
 DK1369.an estimated accuracy of +/- 6 seconds.
 DK1369
 DK1369.The orthometric height was determined by differential leveling
 DK1369.and adjusted by the National Geodetic Survey in June 1991..
 DK1369
 DK1369.The geoid height was determined by GEOID03.
 DK1369
 DK1369.The dynamic height is computed by dividing the NAVD 88
 DK1369.geopotential number by the normal gravity value computed on the
 DK1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1369.degrees latitude (g = 980.6199 gals.).
 DK1369
 DK1369.The modeled gravity was interpolated from observed gravity values.
 DK1369
 DK1369;                    North         East    Units  Estimated Accuracy
 DK1369;SPC AR S     -   452,590.      400,650.      MT  (+/- 180 meters Scaled)
 DK1369
 DK1369                          SUPERSEDED SURVEY CONTROL
 DK1369
 DK1369  NGVD 29 (??/??/??)   48.242  (m)          158.27   (f) ADJUSTED    2 0
 DK1369
 DK1369.Superseded values are not recommended for survey control.
 DK1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1369.See file dsdata.txt to determine how the superseded data were derived.
 DK1369
 DK1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS939673(NAD 83)
 DK1369_MARKER: DB = BENCH MARK DISK
 DK1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1369_STAMPING: 158.277 K 12 1932
 DK1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1369+STABILITY: SURFACE MOTION
 DK1369
 DK1369  HISTORY     - Date     Condition        Report By
 DK1369  HISTORY     - 1932     MONUMENTED       CGS
 DK1369  HISTORY     - 1948     GOOD             CGS
 DK1369
 DK1369                          STATION DESCRIPTION
 DK1369
 DK1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DK1369'2 MI W FROM CROSSETT.
 DK1369'2 MILES WEST ALONG U. S. HIGHWAY 82 FROM CROSSETT, ASHLEY COUNTY, AT
 DK1369'WEST CROSSETT, ON THE EAST EDGE OF THE CREST OF A SMALL RISE, AT THE
 DK1369'JUNCTION OF A GRAVEL ROAD LEADING NORTH, 54 FEET NORTH OF THE
 DK1369'CENTERLINE OF THE HIGHWAY, AND ON THE RIGHT-OF-WAY LINE.  A STANDARD
 DK1369'DISK, STAMPED 158.277 K 12 1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1263 ***********************************************************************
 FF1263  DESIGNATION -  K 12 9
 FF1263  PID         -  FF1263
 FF1263  STATE/COUNTY-  AR/WHITE
 FF1263  USGS QUAD   -  GEORGETOWN (1993)
 FF1263
 FF1263                         *CURRENT SURVEY CONTROL
 FF1263  ___________________________________________________________________
 FF1263* NAD 83(1986)-  35 07 31.     (N)    091 27 24.     (W)     SCALED    
 FF1263* NAVD 88     -        60.486  (meters)     198.44   (feet)  ADJUSTED  
 FF1263  ___________________________________________________________________
 FF1263  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1263  DYNAMIC HT  -          60.431 (meters)     198.26  (feet)  COMP
 FF1263  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 FF1263
 FF1263  VERT ORDER  -  SECOND    CLASS 0
 FF1263
 FF1263.The horizontal coordinates were scaled from a topographic map and have
 FF1263.an estimated accuracy of +/- 6 seconds.
 FF1263
 FF1263.The orthometric height was determined by differential leveling
 FF1263.and adjusted by the National Geodetic Survey in June 1991..
 FF1263
 FF1263.The geoid height was determined by GEOID03.
 FF1263
 FF1263.The dynamic height is computed by dividing the NAVD 88
 FF1263.geopotential number by the normal gravity value computed on the
 FF1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1263.degrees latitude (g = 980.6199 gals.).
 FF1263
 FF1263.The modeled gravity was interpolated from observed gravity values.
 FF1263
 FF1263;                    North         East    Units  Estimated Accuracy
 FF1263;SPC AR N     -    88,000.      449,520.      MT  (+/- 180 meters Scaled)
 FF1263
 FF1263                          SUPERSEDED SURVEY CONTROL
 FF1263
 FF1263  NGVD 29 (??/??/??)   60.454  (m)          198.34   (f) ADJUSTED    2 0
 FF1263
 FF1263.Superseded values are not recommended for survey control.
 FF1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1263.See file dsdata.txt to determine how the superseded data were derived.
 FF1263
 FF1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU406880(NAD 83)
 FF1263_MARKER: DD = SURVEY DISK
 FF1263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1263_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1263_STAMPING: K 12-9
 FF1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1263
 FF1263  HISTORY     - Date     Condition        Report By
 FF1263  HISTORY     - UNK      MONUMENTED       DOD
 FF1263  HISTORY     - 1935     GOOD             CGS
 FF1263  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1263
 FF1263                          STATION DESCRIPTION
 FF1263
 FF1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1263'AT GEORGETOWN.
 FF1263'AT GEORGETOWN, WHITE COUNTY, 15 FEET SOUTH OF THE NORTHEAST
 FF1263'CORNER OF THE MISSOURI AND NORTH ARKANSAS RAILWAY STATION, ON
 FF1263'THE PROJECTED CENTER LINE OF THE MAIN STREET, ABOUT 50 FEET
 FF1263'EAST OF THE CENTER LINE OF THE MAIN-LINE TRACK, AND 1 FOOT EAST
 FF1263'OF THE EAST SIDE OF THE STATION.  A CORPS OF ENGINEERS, U.S.
 FF1263'ARMY, STANDARD DISK, STAMPED K 12-9 AND SET IN THE TOP OF A
 FF1263'STOVE PIPE FILLED WITH CONCRETE.
 FF1263
 FF1263                          STATION RECOVERY (2003)
 FF1263
 FF1263'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0636 ***********************************************************************
 DL0636  DESIGNATION -  K 120
 DL0636  PID         -  DL0636
 DL0636  STATE/COUNTY-  AR/COLUMBIA
 DL0636  USGS QUAD   -  CALHOUN (1966)
 DL0636
 DL0636                         *CURRENT SURVEY CONTROL
 DL0636  ___________________________________________________________________
 DL0636* NAD 83(1986)-  33 14 45.     (N)    093 14 42.     (W)     SCALED    
 DL0636* NAVD 88     -        83.576  (meters)     274.20   (feet)  ADJUSTED  
 DL0636  ___________________________________________________________________
 DL0636  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DL0636  DYNAMIC HT  -          83.486 (meters)     273.90  (feet)  COMP
 DL0636  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 DL0636
 DL0636  VERT ORDER  -  SECOND    CLASS 0
 DL0636
 DL0636.The horizontal coordinates were scaled from a topographic map and have
 DL0636.an estimated accuracy of +/- 6 seconds.
 DL0636
 DL0636.The orthometric height was determined by differential leveling
 DL0636.and adjusted by the National Geodetic Survey in June 1991..
 DL0636
 DL0636.The geoid height was determined by GEOID03.
 DL0636
 DL0636.The dynamic height is computed by dividing the NAVD 88
 DL0636.geopotential number by the normal gravity value computed on the
 DL0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0636.degrees latitude (g = 980.6199 gals.).
 DL0636
 DL0636.The modeled gravity was interpolated from observed gravity values.
 DL0636
 DL0636;                    North         East    Units  Estimated Accuracy
 DL0636;SPC AR S     -   464,940.      283,980.      MT  (+/- 180 meters Scaled)
 DL0636
 DL0636                          SUPERSEDED SURVEY CONTROL
 DL0636
 DL0636  NGVD 29 (??/??/92)   83.61   (m)          274.3    (f) COMPUTED    2 0
 DL0636
 DL0636.Superseded values are not recommended for survey control.
 DL0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0636.See file dsdata.txt to determine how the superseded data were derived.
 DL0636
 DL0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS771785(NAD 83)
 DL0636_MARKER: DB = BENCH MARK DISK
 DL0636_SETTING: 0 = UNSPECIFIED SETTING
 DL0636_STAMPING: K 120 1934
 DL0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0636
 DL0636  HISTORY     - Date     Condition        Report By
 DL0636  HISTORY     - 1934     MONUMENTED       CGS
 DL0636  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0636
 DL0636                          STATION DESCRIPTION
 DL0636
 DL0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0636'1.5 MI SW FROM MAGNOLIA.
 DL0636'1.5 MILES SOUTHWEST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0636'MAGNOLIA, COLUMBIA COUNTY, 85 FEET SOUTHWEST OF MILEPOST 8, AT A ROAD
 DL0636'CROSSING, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 30
 DL0636'FEET NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED K 120 1934 AND
 DL0636'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0265 ***********************************************************************
 DL0265  DESIGNATION -  K 121
 DL0265  PID         -  DL0265
 DL0265  STATE/COUNTY-  AR/UNION
 DL0265  USGS QUAD   -  MARYSVILLE (1985)
 DL0265
 DL0265                         *CURRENT SURVEY CONTROL
 DL0265  ___________________________________________________________________
 DL0265* NAD 83(1986)-  33 13 03.     (N)    092 55 54.     (W)     SCALED    
 DL0265* NAVD 88     -        96.334  (meters)     316.06   (feet)  ADJUSTED  
 DL0265  ___________________________________________________________________
 DL0265  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DL0265  DYNAMIC HT  -          96.230 (meters)     315.71  (feet)  COMP
 DL0265  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 DL0265
 DL0265  VERT ORDER  -  SECOND    CLASS 0
 DL0265
 DL0265.The horizontal coordinates were scaled from a topographic map and have
 DL0265.an estimated accuracy of +/- 6 seconds.
 DL0265
 DL0265.The orthometric height was determined by differential leveling
 DL0265.and adjusted by the National Geodetic Survey in June 1991..
 DL0265
 DL0265.The geoid height was determined by GEOID03.
 DL0265
 DL0265.The dynamic height is computed by dividing the NAVD 88
 DL0265.geopotential number by the normal gravity value computed on the
 DL0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0265.degrees latitude (g = 980.6199 gals.).
 DL0265
 DL0265.The modeled gravity was interpolated from observed gravity values.
 DL0265
 DL0265;                    North         East    Units  Estimated Accuracy
 DL0265;SPC AR S     -   461,490.      313,150.      MT  (+/- 180 meters Scaled)
 DL0265
 DL0265                          SUPERSEDED SURVEY CONTROL
 DL0265
 DL0265  NGVD 29 (??/??/92)   96.382  (m)          316.21   (f) ADJ UNCH    2 0
 DL0265
 DL0265.Superseded values are not recommended for survey control.
 DL0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0265.See file dsdata.txt to determine how the superseded data were derived.
 DL0265
 DL0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS063754(NAD 83)
 DL0265_MARKER: DB = BENCH MARK DISK
 DL0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0265_STAMPING: K 121 1934
 DL0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0265+STABILITY: SURFACE MOTION
 DL0265
 DL0265  HISTORY     - Date     Condition        Report By
 DL0265  HISTORY     - 1934     MONUMENTED       CGS
 DL0265  HISTORY     - 1955     MARK NOT FOUND   NGS
 DL0265  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0265
 DL0265                          STATION DESCRIPTION
 DL0265
 DL0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DL0265'8.3 MI E FROM VILLAGE.
 DL0265'IN UNION CO., 8.3 MILES EAST ALONG U.S. HIGHWAY 82 FROM VILLAGE,
 DL0265'COLUMBIA COUNTY, 220 YARDS EAST OF A WOODEN BRIDGE, AT THE JUNCTION OF
 DL0265'A COUNTRY ROAD LEADING NORTHWEST TO A FARMHOUSE, 50 FEET NORTH OF THE
 DL0265'CENTERLINE OF THE HIGHWAY, AND 10 FEET SOUTHEAST OF A PINE TREE
 DL0265'PAINTED USBM.  A STANDARD DISK STAMPED, K 121 1934 AND SET IN THE TOP
 DL0265'OF A CONCRETE POST.
 DL0265
 DL0265                          STATION RECOVERY (1964)
 DL0265
 DL0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0192 ***********************************************************************
 DL0192  DESIGNATION -  K 122
 DL0192  PID         -  DL0192
 DL0192  STATE/COUNTY-  AR/UNION
 DL0192  USGS QUAD   -  HUTTIG (1981)
 DL0192
 DL0192                         *CURRENT SURVEY CONTROL
 DL0192  ___________________________________________________________________
 DL0192* NAD 83(1986)-  33 02 16.     (N)    092 10 52.     (W)     SCALED    
 DL0192* NAVD 88     -        29.84   (+/-2cm)      97.9    (feet)  VERTCON   
 DL0192  ___________________________________________________________________
 DL0192  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0192
 DL0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DL0192
 DL0192.The horizontal coordinates were scaled from a topographic map and have
 DL0192.an estimated accuracy of +/- 6 seconds.
 DL0192
 DL0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0192.The vertical order pertains to the NGVD 29 superseded value.
 DL0192
 DL0192.The geoid height was determined by GEOID03.
 DL0192
 DL0192;                    North         East    Units  Estimated Accuracy
 DL0192;SPC AR S     -   441,180.      383,080.      MT  (+/- 180 meters Scaled)
 DL0192
 DL0192                          SUPERSEDED SURVEY CONTROL
 DL0192
 DL0192  NGVD 29 (??/??/92)   29.898  (m)           98.09   (f) ADJ UNCH    2 0
 DL0192
 DL0192.Superseded values are not recommended for survey control.
 DL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0192.See file dsdata.txt to determine how the superseded data were derived.
 DL0192
 DL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS764557(NAD 83)
 DL0192_MARKER: DB = BENCH MARK DISK
 DL0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0192_STAMPING: K 122 1934
 DL0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0192+STABILITY: SURFACE MOTION
 DL0192
 DL0192  HISTORY     - Date     Condition        Report By
 DL0192  HISTORY     - 1934     MONUMENTED       CGS
 DL0192  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0192
 DL0192                          STATION DESCRIPTION
 DL0192
 DL0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DL0192'IN HUTTIG.
 DL0192'AT HUTTIG, UNION COUNTY, 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 DL0192'THE MISSOURI PACIFIC RAILROAD STATION, AND 64 FEET EAST OF THE
 DL0192'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED K 122 1934 AND
 DL0192'SET IN THE TOP OF A CONCRETE POST.
 DL0192
 DL0192                          STATION RECOVERY (1977)
 DL0192
 DL0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1566 ***********************************************************************
 EH1566  CBN         -  This is a Cooperative Base Network Control Station.
 EH1566  PACS        -  This is a Primary Airport Control Station.
 EH1566  DESIGNATION -  K 124
 EH1566  PID         -  EH1566
 EH1566  STATE/COUNTY-  AR/JEFFERSON
 EH1566  USGS QUAD   -  LADD (1975)
 EH1566
 EH1566                         *CURRENT SURVEY CONTROL
 EH1566  ___________________________________________________________________
 EH1566* NAD 83(1997)-  34 10 45.66856(N)    091 56 16.62308(W)     ADJUSTED  
 EH1566* NAVD 88     -        62.170  (meters)     203.97   (feet)  ADJUSTED  
 EH1566  ___________________________________________________________________
 EH1566  X           -    -178,626.968 (meters)                     COMP
 EH1566  Y           -  -5,279,116.413 (meters)                     COMP
 EH1566  Z           -   3,562,942.720 (meters)                     COMP
 EH1566  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EH1566  ELLIP HEIGHT-          36.17  (meters)          (07/20/01) GPS OBS
 EH1566  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EH1566  DYNAMIC HT  -          62.110 (meters)     203.77  (feet)  COMP
 EH1566  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 EH1566
 EH1566  HORZ ORDER  -  B
 EH1566  VERT ORDER  -  SECOND    CLASS 0
 EH1566  ELLP ORDER  -  FOURTH    CLASS I
 EH1566
 EH1566.This mark is at Grider Field Airport (PBF)
 EH1566
 EH1566.The horizontal coordinates were established by GPS observations
 EH1566.and adjusted by the National Geodetic Survey in September 1997..
 EH1566
 EH1566.The orthometric height was determined by differential leveling
 EH1566.and adjusted by the National Geodetic Survey in June 1991..
 EH1566
 EH1566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1566
 EH1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1566
 EH1566.The ellipsoidal height was determined by GPS observations
 EH1566.and is referenced to NAD 83.
 EH1566
 EH1566.The geoid height was determined by GEOID03.
 EH1566
 EH1566.The dynamic height is computed by dividing the NAVD 88
 EH1566.geopotential number by the normal gravity value computed on the
 EH1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1566.degrees latitude (g = 980.6199 gals.).
 EH1566
 EH1566.The modeled gravity was interpolated from observed gravity values.
 EH1566
 EH1566;                    North         East     Units Scale Factor Converg.
 EH1566;SPC AR S     -   567,777.404   405,719.873   MT  0.99992166   +0 02 05.0
 EH1566;SPC AR S     - 1,862,783.03  1,331,099.28   sFT  0.99992166   +0 02 05.0
 EH1566;UTM  15      - 3,782,552.136   597,873.412   MT  0.99971808   +0 35 48.1
 EH1566
 EH1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1566!SPC AR S     -   0.99999432  x   0.99992166  =   0.99991598
 EH1566!UTM  15      -   0.99999432  x   0.99971808  =   0.99971240
 EH1566
 EH1566                          SUPERSEDED SURVEY CONTROL
 EH1566
 EH1566  NAVD 88 (09/19/97)   62.17   (m)          204.0    (f) LEVELING    3  
 EH1566  NGVD 29 (??/??/??)   62.256  (m)          204.25   (f) ADJUSTED    2 0
 EH1566
 EH1566.Superseded values are not recommended for survey control.
 EH1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1566.See file dsdata.txt to determine how the superseded data were derived.
 EH1566
 EH1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9787382552(NAD 83)
 EH1566_MARKER: DB = BENCH MARK DISK
 EH1566_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1566_SP_SET: AIRCRAFT APRON
 EH1566_STAMPING: K 124 1957
 EH1566_MARK LOGO: CGS   
 EH1566_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1566+STABILITY: SURFACE MOTION
 EH1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1566+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 EH1566
 EH1566  HISTORY     - Date     Condition        Report By
 EH1566  HISTORY     - 1957     MONUMENTED       CGS
 EH1566  HISTORY     - 1975     GOOD             NGS
 EH1566  HISTORY     - 1984     GOOD             NGS
 EH1566  HISTORY     - 1989     GOOD             USPSQD
 EH1566  HISTORY     - 19970123 GOOD             NGS
 EH1566  HISTORY     - 19980901 GOOD             NRCS
 EH1566  HISTORY     - 20000125 GOOD             NGS
 EH1566  HISTORY     - 20051220 GOOD             ARHD
 EH1566
 EH1566                          STATION DESCRIPTION
 EH1566
 EH1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH1566'5.0 MI SE FROM PINE BLUFF.
 EH1566'5 MILES SE OF PINE BLUFF AT GRIDER FIELD (MUNICIPAL AIRPORT).  27.4
 EH1566'FEET NE OF THE CENTER OF THE EAST END OF THE ADMINISTRATION BUILDING,
 EH1566'15.9 FEET NORTH OF THE CENTER OF A DOUBLE GATE OPENING TO THE
 EH1566'PASSENGER RAMP AND 1.4 FEET EAST OF A STEEL WIRE FENCE.  A STANDARD
 EH1566'BENCH MARK DISK SET FLUSH WITH THE CONCRETE PAVEMENT.
 EH1566
 EH1566                          STATION RECOVERY (1975)
 EH1566
 EH1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EH1566'RECOVERED IN GOOD CONDITION.
 EH1566
 EH1566                          STATION RECOVERY (1984)
 EH1566
 EH1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1566'DELETE: 27.4 FEET NORTHEAST OF THE CENTER OF THE EAST END OF THE
 EH1566'ADMISTRATION BUILDING. DELTE: 1.4 FEET EAST OF A STEEL WIRE FENCE.
 EH1566'ADD: 23.92 MI (78.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 EH1566'ADMISTRATION BUILDING. ADD: 24.3 MI (8.0 FT) EAST OF A NORTH-SOUTH
 EH1566'CHAINLINK FENCE.
 EH1566
 EH1566                          STATION RECOVERY (1989)
 EH1566
 EH1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EH1566'RECOVERED IN GOOD CONDITION.
 EH1566
 EH1566                          STATION RECOVERY (1997)
 EH1566
 EH1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EH1566'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHEAST OF PINE BLUFF,
 EH1566'AT GRIDER FIELD AIRPORT, ALONG THE WEST EDGE OF THE AIRFIELD, ADJACENT
 EH1566'TO THE AIRPORT OFFICE AND TERMINAL AND NEAR THE EAST SIDE OF THE
 EH1566'PARKING LOT FOR THE OFFICE.  OWNERSHIP--CITY OF PINE BLUFF, GRIDER
 EH1566'FIELD, 709 HANGAR ROW, PINE BLUFF AR 71601.  AIRPORT MANAGER IS MIKE
 EH1566'WEST, PHONE 501-534-4131.  TO REACH THE STATION FROM THE JUNCTION OF
 EH1566'U.S. HIGHWAYS 65, 425 SOUTH AND 81 NORTH (ABOUT 9 KM (5.60 MI)
 EH1566'SOUTHEAST OF PINE BLUFF, GO WEST-NORTHWEST ON HIGHWAY 65 FOR 2.82 KM
 EH1566'(1.75 MI) TO A PAVED ROAD LEFT AT A CURVE IN THE HIGHWAY (COUNTY
 EH1566'HIGHWAY 980/GRIDER FIELD ROAD).  TURN LEFT, SOUTHERLY ON THE ROAD FOR
 EH1566'2.09 KM (1.30 MI) TO THE PAVED AIRPORT ENTRANCE ON THE LEFT (NORTH
 EH1566'AIRPORT DRIVE).  TURN LEFT, EAST ON THE ROAD FOR 0.32 KM (0.20 MI) TO
 EH1566'A PAVED T-JUNCTION (HANGAR ROW).  TURN RIGHT, SOUTH ON THE ROAD FOR
 EH1566'0.16 KM (0.10 MI) TO A PAVED PARKING LOT ON THE LEFT. TURN LEFT, EAST
 EH1566'THROUGH THE PARKING LOT FOR 0.08 KM (0.05 MI) TO A GATE AT THE APRON,
 EH1566'THE AIRPORT OFFICE ON THE RIGHT AND THE STATION ON THE LEFT.  THE
 EH1566'STATION IS SET FLUSH IN THE TOP OF THE WEST SIDE OF THE CONCRETE APRON
 EH1566'WHICH HAS A 2 INCH OVERLAY OF ASPHALT ON IT.  IT IS 23.9 M (78.4 FT)
 EH1566'NORTHEAST OF THE NORTHEAST CORNER OF THE AIRPORT OFFICE, 8.7 M (28.5
 EH1566'FT) NORTH-NORTHEAST OF THE SOUTH GATE POST IN THE CHAIN LINK FENCE,
 EH1566'6.9 M (22.6 FT) SOUTH-SOUTHEAST OF THE NORTH GATE POST IN THE FENCE,
 EH1566'3.0 M (9.8 FT) EAST-NORTHEAST OF THE CENTER OF THE GATE AND 2.7 M (8.9
 EH1566'FT) EAST OF THE CHAIN LINK GATE.  NOTE--THIS STATION WAS USED AS AN
 EH1566'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 EH1566
 EH1566                          STATION RECOVERY (1998)
 EH1566
 EH1566'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH1566'RECOVERED AS DESCRIBED.
 EH1566
 EH1566                          STATION RECOVERY (2000)
 EH1566
 EH1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 EH1566'RECOVERED AS DESCRIBED.
 EH1566
 EH1566                          STATION RECOVERY (2005)
 EH1566
 EH1566'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 EH1566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0692 ***********************************************************************
 FG0692  DESIGNATION -  K 125
 FG0692  PID         -  FG0692
 FG0692  STATE/COUNTY-  AR/VAN BUREN
 FG0692  USGS QUAD   -  REX (1965)
 FG0692
 FG0692                         *CURRENT SURVEY CONTROL
 FG0692  ___________________________________________________________________
 FG0692* NAD 83(1986)-  35 37 18.     (N)    092 39 30.     (W)     SCALED    
 FG0692* NAVD 88     -       458.699  (meters)    1504.91   (feet)  ADJUSTED  
 FG0692  ___________________________________________________________________
 FG0692  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0692  DYNAMIC HT  -         458.260 (meters)    1503.47  (feet)  COMP
 FG0692  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 FG0692
 FG0692  VERT ORDER  -  SECOND    CLASS 0
 FG0692
 FG0692.The horizontal coordinates were scaled from a topographic map and have
 FG0692.an estimated accuracy of +/- 6 seconds.
 FG0692
 FG0692.The orthometric height was determined by differential leveling
 FG0692.and adjusted by the National Geodetic Survey in June 1991..
 FG0692
 FG0692.The geoid height was determined by GEOID03.
 FG0692
 FG0692.The dynamic height is computed by dividing the NAVD 88
 FG0692.geopotential number by the normal gravity value computed on the
 FG0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0692.degrees latitude (g = 980.6199 gals.).
 FG0692
 FG0692.The modeled gravity was interpolated from observed gravity values.
 FG0692
 FG0692;                    North         East    Units  Estimated Accuracy
 FG0692;SPC AR N     -   143,130.      340,360.      MT  (+/- 180 meters Scaled)
 FG0692
 FG0692                          SUPERSEDED SURVEY CONTROL
 FG0692
 FG0692  NGVD 29 (??/??/92)  458.627  (m)         1504.68   (f) ADJ UNCH    2 0
 FG0692
 FG0692.Superseded values are not recommended for survey control.
 FG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0692.See file dsdata.txt to determine how the superseded data were derived.
 FG0692
 FG0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV309420(NAD 83)
 FG0692_MARKER: DB = BENCH MARK DISK
 FG0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0692_STAMPING: K 125 1935
 FG0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0692+STABILITY: SURFACE MOTION
 FG0692
 FG0692  HISTORY     - Date     Condition        Report By
 FG0692  HISTORY     - 1935     MONUMENTED       CGS
 FG0692  HISTORY     - 1964     MARK NOT FOUND   NGS
 FG0692
 FG0692                          STATION DESCRIPTION
 FG0692
 FG0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FG0692'9.8 MI N FROM SCOTLAND.
 FG0692'9.8 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0692'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 2 MILES SOUTHEAST OF THE
 FG0692'ALREAD CONSOLIDATED DISTRICT 7 SCHOOL, 0.3 MILE SOUTHEAST OF THE
 FG0692'BUFORD PLACE, 500 FEET NORTHWEST OF THE FOOT OF A STEEP INCLINE, 34
 FG0692'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 18 FEET NORTHEAST OF A
 FG0692'TWIN HICKORY TREE, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 FG0692'STAMPED K 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0950 ***********************************************************************
 FG0950  DESIGNATION -  K 126
 FG0950  PID         -  FG0950
 FG0950  STATE/COUNTY-  AR/JOHNSON
 FG0950  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0950
 FG0950                         *CURRENT SURVEY CONTROL
 FG0950  ___________________________________________________________________
 FG0950* NAD 83(1986)-  35 40 31.     (N)    093 10 14.     (W)     SCALED    
 FG0950* NAVD 88     -       554.383  (meters)    1818.84   (feet)  ADJUSTED  
 FG0950  ___________________________________________________________________
 FG0950  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FG0950  DYNAMIC HT  -         553.848 (meters)    1817.08  (feet)  COMP
 FG0950  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 FG0950
 FG0950  VERT ORDER  -  SECOND    CLASS 0
 FG0950
 FG0950.The horizontal coordinates were scaled from a topographic map and have
 FG0950.an estimated accuracy of +/- 6 seconds.
 FG0950
 FG0950.The orthometric height was determined by differential leveling
 FG0950.and adjusted by the National Geodetic Survey in June 1991..
 FG0950
 FG0950.The geoid height was determined by GEOID03.
 FG0950
 FG0950.The dynamic height is computed by dividing the NAVD 88
 FG0950.geopotential number by the normal gravity value computed on the
 FG0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0950.degrees latitude (g = 980.6199 gals.).
 FG0950
 FG0950.The modeled gravity was interpolated from observed gravity values.
 FG0950
 FG0950;                    North         East    Units  Estimated Accuracy
 FG0950;SPC AR N     -   149,510.      294,040.      MT  (+/- 180 meters Scaled)
 FG0950
 FG0950                          SUPERSEDED SURVEY CONTROL
 FG0950
 FG0950  NGVD 29 (??/??/92)  554.317  (m)         1818.62   (f) ADJ UNCH    2 0
 FG0950
 FG0950.Superseded values are not recommended for survey control.
 FG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0950.See file dsdata.txt to determine how the superseded data were derived.
 FG0950
 FG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV845479(NAD 83)
 FG0950_MARKER: DB = BENCH MARK DISK
 FG0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0950_STAMPING: K 126 1935
 FG0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0950+STABILITY: SURFACE MOTION
 FG0950
 FG0950  HISTORY     - Date     Condition        Report By
 FG0950  HISTORY     - 1935     MONUMENTED       CGS
 FG0950  HISTORY     - 1935     GOOD             NGS
 FG0950
 FG0950                          STATION DESCRIPTION
 FG0950
 FG0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0950'3.0 MI S FROM PELSON.
 FG0950'LOCATED 3.0 MILES SOUTH OF THE VICINITY OF 4.7 MILES WEST OF PELSON,
 FG0950'ALONG TREAT RD.  AT JUNCTION OF TREAT RD AND PILOT KNOB-MEADOW KNOB
 FG0950'RD.  EVEN WITH FORKS.  23 FT NORTHEAST OF CENTERLINE OF TREAT RD. 11.2
 FG0950'FT. WEST OF BLAZED PECAN TREE 1.8 FT IN DIAMETER AT BASE. TABLET SET
 FG0950'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1044 ***********************************************************************
 FG1044  DESIGNATION -  K 127
 FG1044  PID         -  FG1044
 FG1044  STATE/COUNTY-  AR/POPE
 FG1044  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1044
 FG1044                         *CURRENT SURVEY CONTROL
 FG1044  ___________________________________________________________________
 FG1044* NAD 83(1986)-  35 25 19.     (N)    093 12 59.     (W)     SCALED    
 FG1044* NAVD 88     -       142.360  (meters)     467.06   (feet)  ADJUSTED  
 FG1044  ___________________________________________________________________
 FG1044  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FG1044  DYNAMIC HT  -         142.226 (meters)     466.62  (feet)  COMP
 FG1044  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 FG1044
 FG1044  VERT ORDER  -  SECOND    CLASS 0
 FG1044
 FG1044.The horizontal coordinates were scaled from a topographic map and have
 FG1044.an estimated accuracy of +/- 6 seconds.
 FG1044
 FG1044.The orthometric height was determined by differential leveling
 FG1044.and adjusted by the National Geodetic Survey in June 1991..
 FG1044
 FG1044.The geoid height was determined by GEOID03.
 FG1044
 FG1044.The dynamic height is computed by dividing the NAVD 88
 FG1044.geopotential number by the normal gravity value computed on the
 FG1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1044.degrees latitude (g = 980.6199 gals.).
 FG1044
 FG1044.The modeled gravity was interpolated from observed gravity values.
 FG1044
 FG1044;                    North         East    Units  Estimated Accuracy
 FG1044;SPC AR N     -   121,450.      289,540.      MT  (+/- 180 meters Scaled)
 FG1044
 FG1044                          SUPERSEDED SURVEY CONTROL
 FG1044
 FG1044  NGVD 29 (??/??/92)  142.339  (m)          466.99   (f) ADJ UNCH    2 0
 FG1044
 FG1044.Superseded values are not recommended for survey control.
 FG1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1044.See file dsdata.txt to determine how the superseded data were derived.
 FG1044
 FG1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV803198(NAD 83)
 FG1044_MARKER: DB = BENCH MARK DISK
 FG1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1044_STAMPING: K-127 1935
 FG1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1044+STABILITY: SURFACE MOTION
 FG1044
 FG1044  HISTORY     - Date     Condition        Report By
 FG1044  HISTORY     - 1935     MONUMENTED       CGS
 FG1044
 FG1044                          STATION DESCRIPTION
 FG1044
 FG1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1044'2.1 MI NE FROM AUGSBURG.
 FG1044'2.1 MILES NORTHEAST OF, ALONG AUGSBURG-PINEY RD. FROM LUTHERN CHURCH.
 FG1044'ABOUT .6 MILE NORTHEAST OF STEEL ROAD BRIDGE OVER MILL POND CREEK.
 FG1044'ABOUT .5 MILE NORTH OF ROAD FORK (CUT-OFF TO DOVER).  44 FEET WEST OF
 FG1044'CENTERLINE OF PINEY CREEK ROAD.  16 FEET SOUTH OF CENTERLINE OF LANE
 FG1044'AND GATEWAY TO LOUIS HARMS FARM HOUSE, WHITE BUILDING WITH GREEN ROOF.
 FG1044'2.7 FEET NORTH OF NORTHEAST FENCE CORNER.  TABLET SET IN PRECAST
 FG1044'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0870 ***********************************************************************
 FG0870  DESIGNATION -  K 128
 FG0870  PID         -  FG0870
 FG0870  STATE/COUNTY-  AR/JOHNSON
 FG0870  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0870
 FG0870                         *CURRENT SURVEY CONTROL
 FG0870  ___________________________________________________________________
 FG0870* NAD 83(1986)-  35 40 55.     (N)    093 14 27.     (W)     SCALED    
 FG0870* NAVD 88     -       231.604  (meters)     759.85   (feet)  ADJUSTED  
 FG0870  ___________________________________________________________________
 FG0870  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FG0870  DYNAMIC HT  -         231.390 (meters)     759.15  (feet)  COMP
 FG0870  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FG0870
 FG0870  VERT ORDER  -  SECOND    CLASS 0
 FG0870
 FG0870.The horizontal coordinates were scaled from a topographic map and have
 FG0870.an estimated accuracy of +/- 6 seconds.
 FG0870
 FG0870.The orthometric height was determined by differential leveling
 FG0870.and adjusted by the National Geodetic Survey in June 1991..
 FG0870
 FG0870.The geoid height was determined by GEOID03.
 FG0870
 FG0870.The dynamic height is computed by dividing the NAVD 88
 FG0870.geopotential number by the normal gravity value computed on the
 FG0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0870.degrees latitude (g = 980.6199 gals.).
 FG0870
 FG0870.The modeled gravity was interpolated from observed gravity values.
 FG0870
 FG0870;                    North         East    Units  Estimated Accuracy
 FG0870;SPC AR N     -   150,330.      287,680.      MT  (+/- 180 meters Scaled)
 FG0870
 FG0870                          SUPERSEDED SURVEY CONTROL
 FG0870
 FG0870  NGVD 29 (??/??/92)  231.550  (m)          759.68   (f) ADJ UNCH    2 0
 FG0870
 FG0870.Superseded values are not recommended for survey control.
 FG0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0870.See file dsdata.txt to determine how the superseded data were derived.
 FG0870
 FG0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV782486(NAD 83)
 FG0870_MARKER: DB = BENCH MARK DISK
 FG0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0870_STAMPING: K-128 1935
 FG0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0870+STABILITY: SURFACE MOTION
 FG0870
 FG0870  HISTORY     - Date     Condition        Report By
 FG0870  HISTORY     - 1935     MONUMENTED       CGS
 FG0870  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0870
 FG0870                          STATION DESCRIPTION
 FG0870
 FG0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0870'IN FT. DOUGLAS.
 FG0870'ABOUT 194 FEET WEST OF WEST SIDE OF POST OFFICE.  87 FEET NORTHWEST OF
 FG0870'NORTHWEST CORNER OF WHITE BARN.  73 FEET SOUTHWEST OF CENTERLINE OF
 FG0870'ST. HWY. 123.  66 FEET SOUTHEAST OF CENTERLINE OF DRIVEWAY TO HAW
 FG0870'CREEK RANGER STATION.  4.6 FEET WEST OF NORTHEAST FENCE CORNER.  1.8
 FG0870'FT. NORTH OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.  NOTE--
 FG0870'FENCE CORNER HAS BEEN MOVED WEST ABOUT 100 FT.
 FG0870
 FG0870                          STATION RECOVERY (1976)
 FG0870
 FG0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1353 ***********************************************************************
 DK1353  DESIGNATION -  K 13
 DK1353  PID         -  DK1353
 DK1353  STATE/COUNTY-  AR/ASHLEY
 DK1353  USGS QUAD   -  PORTLAND (1960)
 DK1353
 DK1353                         *CURRENT SURVEY CONTROL
 DK1353  ___________________________________________________________________
 DK1353* NAD 83(1986)-  33 14 32.     (N)    091 30 35.     (W)     SCALED    
 DK1353* NAVD 88     -        38.649  (meters)     126.80   (feet)  ADJUSTED  
 DK1353  ___________________________________________________________________
 DK1353  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DK1353  DYNAMIC HT  -          38.608 (meters)     126.67  (feet)  COMP
 DK1353  MODELED GRAV-     979,583.3   (mgal)                       NAVD 88
 DK1353
 DK1353  VERT ORDER  -  FIRST     CLASS II
 DK1353
 DK1353.The horizontal coordinates were scaled from a topographic map and have
 DK1353.an estimated accuracy of +/- 6 seconds.
 DK1353
 DK1353.The orthometric height was determined by differential leveling
 DK1353.and adjusted by the National Geodetic Survey in June 1991..
 DK1353
 DK1353.The geoid height was determined by GEOID03.
 DK1353
 DK1353.The dynamic height is computed by dividing the NAVD 88
 DK1353.geopotential number by the normal gravity value computed on the
 DK1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1353.degrees latitude (g = 980.6199 gals.).
 DK1353
 DK1353.The modeled gravity was interpolated from observed gravity values.
 DK1353
 DK1353;                    North         East    Units  Estimated Accuracy
 DK1353;SPC AR S     -   463,950.      445,690.      MT  (+/- 180 meters Scaled)
 DK1353
 DK1353                          SUPERSEDED SURVEY CONTROL
 DK1353
 DK1353  NGVD 29 (??/??/??)   38.755  (m)          127.15   (f) ADJUSTED    1 2
 DK1353
 DK1353.Superseded values are not recommended for survey control.
 DK1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1353.See file dsdata.txt to determine how the superseded data were derived.
 DK1353
 DK1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS388791(NAD 83)
 DK1353_MARKER: DB = BENCH MARK DISK
 DK1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1353_STAMPING: K 13 1932
 DK1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1353+STABILITY: SURFACE MOTION
 DK1353
 DK1353  HISTORY     - Date     Condition        Report By
 DK1353  HISTORY     - 1932     MONUMENTED       CGS
 DK1353  HISTORY     - 1939     GOOD             CGS
 DK1353  HISTORY     - 1971     MARK NOT FOUND   DOD
 DK1353  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1353  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1353
 DK1353                          STATION DESCRIPTION
 DK1353
 DK1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1353'0.3 MI N FROM PORTLAND.
 DK1353'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED .3 MILE
 DK1353'NORTH OF THE MO. PAC. R.R.STATION.  AT MILE POST 436 - 4 1/2.  69 FEET
 DK1353'NORTH OF THE CENTER OF A GRADE CROSSING.  50 FEET WEST OF THE CENTER
 DK1353'OF THE TRACK.  10 FEET NORTH OF THE FENCE CORNER.
 DK1353
 DK1353                          STATION RECOVERY (1971)
 DK1353
 DK1353'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1971
 DK1353'MARK NOT FOUND.
 DK1353
 DK1353                          STATION RECOVERY (1977)
 DK1353
 DK1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1353'MARK NOT FOUND.
 DK1353
 DK1353                          STATION RECOVERY (1977)
 DK1353
 DK1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1224 ***********************************************************************
 EH1224  DESIGNATION -  K 13 1
 EH1224  PID         -  EH1224
 EH1224  STATE/COUNTY-  AR/MONROE
 EH1224  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1224
 EH1224                         *CURRENT SURVEY CONTROL
 EH1224  ___________________________________________________________________
 EH1224* NAD 83(1986)-  34 46 51.     (N)    091 15 01.     (W)     SCALED    
 EH1224* NAVD 88     -        56.96   (+/-2cm)     186.9    (feet)  VERTCON   
 EH1224  ___________________________________________________________________
 EH1224  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1224
 EH1224  VERT ORDER  -  ? (See Below)
 EH1224
 EH1224.The horizontal coordinates were scaled from a topographic map and have
 EH1224.an estimated accuracy of +/- 6 seconds.
 EH1224
 EH1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1224.The vertical order pertains to the NGVD 29 superseded value.
 EH1224
 EH1224.The geoid height was determined by GEOID03.
 EH1224
 EH1224;                    North         East    Units  Estimated Accuracy
 EH1224;SPC AR S     -   634,750.      468,620.      MT  (+/- 180 meters Scaled)
 EH1224
 EH1224                          SUPERSEDED SURVEY CONTROL
 EH1224
 EH1224  NGVD 29 (??/??/??)   56.969  (m)          186.91   (f) ADJUSTED    ?  
 EH1224
 EH1224.Superseded values are not recommended for survey control.
 EH1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1224.See file dsdata.txt to determine how the superseded data were derived.
 EH1224
 EH1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU600501(NAD 83)
 EH1224_MARKER: DE = TRAVERSE STATION DISK
 EH1224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1224_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1224
 EH1224  HISTORY     - Date     Condition        Report By
 EH1224  HISTORY     - UNK      MONUMENTED       DOD
 EH1224  HISTORY     - 1935     GOOD             CGS
 EH1224  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1224
 EH1224                          STATION DESCRIPTION
 EH1224
 EH1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1224'IN KEEVEL.
 EH1224'SOUTH OF STATION AT CROSSING.  12 FEET SOUTH OF CENTER-LINE OF GRAVEL
 EH1224'ROAD.  12 FEET WEST OF CENTER-LINE OF ST. LOUIS AND SOUTHWESTERN
 EH1224'RAILROAD TRACK.  FLUSH WITH GROUND SURFACE.  GOOD CONDITION.
 EH1224
 EH1224                          STATION RECOVERY (1955)
 EH1224
 EH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2938 ***********************************************************************
 EH2938  DESIGNATION -  K 13 15
 EH2938  PID         -  EH2938
 EH2938  STATE/COUNTY-  AR/PRAIRIE
 EH2938  USGS QUAD   -  DES ARC EAST (1968)
 EH2938
 EH2938                         *CURRENT SURVEY CONTROL
 EH2938  ___________________________________________________________________
 EH2938* NAD 83(1997)-  34 57 25.97065(N)    091 26 17.54731(W)     ADJUSTED  
 EH2938* NAVD 88     -        57.96   (+/-2cm)     190.2    (feet)  VERTCON   
 EH2938  ___________________________________________________________________
 EH2938  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 EH2938  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH2938
 EH2938  HORZ ORDER  -  SECOND
 EH2938  VERT ORDER  -  THIRD ? (See Below)
 EH2938
 EH2938.The horizontal coordinates were established by classical geodetic methods
 EH2938.and adjusted by the National Geodetic Survey in September 1999..
 EH2938
 EH2938.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2938.The vertical order pertains to the NGVD 29 superseded value.
 EH2938
 EH2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2938
 EH2938.The geoid height was determined by GEOID03.
 EH2938
 EH2938;                    North         East     Units Scale Factor Converg.
 EH2938;SPC AR S     -   654,204.133   451,313.891   MT  1.00004806   +0 18 51.9
 EH2938;SPC AR S     - 2,146,334.73  1,480,685.66   sFT  1.00004806   +0 18 51.9
 EH2938;SPC AR N     -    69,361.146   451,311.167   MT  0.99999539   +0 19 36.9
 EH2938;SPC AR N     -   227,562.36  1,480,676.72   sFT  0.99999539   +0 19 36.9
 EH2938;UTM  15      - 3,869,411.990   642,596.402   MT  0.99985061   +0 53 42.0
 EH2938
 EH2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2938!SPC AR S     -   0.99999515  x   1.00004806  =   1.00004321
 EH2938!SPC AR N     -   0.99999515  x   0.99999539  =   0.99999054
 EH2938!UTM  15      -   0.99999515  x   0.99985061  =   0.99984576
 EH2938
 EH2938                          SUPERSEDED SURVEY CONTROL
 EH2938
 EH2938  NAD 83(1986)-  34 57 25.97761(N)    091 26 17.54534(W) AD(       ) 2
 EH2938  NAD 27      -  34 57 25.64406(N)    091 26 17.06851(W) AD(       ) 2
 EH2938  NGVD 29 (07/19/86)   57.95   (m)          190.1    (f) LEVELING    3  
 EH2938
 EH2938.Superseded values are not recommended for survey control.
 EH2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2938.See file dsdata.txt to determine how the superseded data were derived.
 EH2938
 EH2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4259669412(NAD 83)
 EH2938_MARKER: DD = SURVEY DISK
 EH2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2938+STABILITY: SURFACE MOTION
 EH2938
 EH2938  HISTORY     - Date     Condition        Report By
 EH2938  HISTORY     - 1954     MONUMENTED       USE
 EH2938
 EH2938                          STATION DESCRIPTION
 EH2938
 EH2938'DESCRIBED BY US ENGINEERS 1954 (JCM)
 EH2938'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE PRAIRIE-WOODRUFF
 EH2938'COUNTY LINE, 3-1/2 MILES SOUTHEAST OF DES ARC, 0.2 MILE
 EH2938'NORTHEAST OF HORN LAKE, IN SEC 21, T 4 N, R 4 W.  IT IS 64.4
 EH2938'FEET SOUTHEAST OF A TRANSFORMER POLE, ON LAND OWNED BY J.C.
 EH2938'MC DANIEL.  THE MARK IS A BRONZE DISK OF THE UNITED STATES
 EH2938'ENGINEER DEPARTMENT SET ON THE TOP OF A 6 X 6 INCH CONCRETE
 EH2938'POST THAT PROJECTS 1 INCH AND THE DISK IS STAMPED K-13-15.
 EH2938'
 EH2938'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HORN
 EH2938'AND THE DISTANCE WAS FOUND TO BE 57.09 FEET OR 17.401 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0150 ***********************************************************************
 GF0150  DESIGNATION -  K 130
 GF0150  PID         -  GF0150
 GF0150  STATE/COUNTY-  AR/NEWTON
 GF0150  USGS QUAD   -  WESTERN GROVE (1975)
 GF0150
 GF0150                         *CURRENT SURVEY CONTROL
 GF0150  ___________________________________________________________________
 GF0150* NAD 83(1986)-  36 06 02.     (N)    092 57 12.     (W)     SCALED    
 GF0150* NAVD 88     -       328.807  (meters)    1078.76   (feet)  ADJUSTED  
 GF0150  ___________________________________________________________________
 GF0150  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GF0150  DYNAMIC HT  -         328.509 (meters)    1077.78  (feet)  COMP
 GF0150  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GF0150
 GF0150  VERT ORDER  -  SECOND    CLASS 0
 GF0150
 GF0150.The horizontal coordinates were scaled from a topographic map and have
 GF0150.an estimated accuracy of +/- 6 seconds.
 GF0150
 GF0150.The orthometric height was determined by differential leveling
 GF0150.and adjusted by the National Geodetic Survey in June 1991..
 GF0150
 GF0150.The geoid height was determined by GEOID03.
 GF0150
 GF0150.The dynamic height is computed by dividing the NAVD 88
 GF0150.geopotential number by the normal gravity value computed on the
 GF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0150.degrees latitude (g = 980.6199 gals.).
 GF0150
 GF0150.The modeled gravity was interpolated from observed gravity values.
 GF0150
 GF0150;                    North         East    Units  Estimated Accuracy
 GF0150;SPC AR N     -   196,480.      314,160.      MT  (+/- 180 meters Scaled)
 GF0150
 GF0150                          SUPERSEDED SURVEY CONTROL
 GF0150
 GF0150  NGVD 29 (??/??/92)  328.685  (m)         1078.36   (f) ADJ UNCH    2 0
 GF0150
 GF0150.Superseded values are not recommended for survey control.
 GF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0150.See file dsdata.txt to determine how the superseded data were derived.
 GF0150
 GF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV042951(NAD 83)
 GF0150_MARKER: DB = BENCH MARK DISK
 GF0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0150_STAMPING: K 130 1935
 GF0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0150+STABILITY: SURFACE MOTION
 GF0150
 GF0150  HISTORY     - Date     Condition        Report By
 GF0150  HISTORY     - 1935     MONUMENTED       CGS
 GF0150
 GF0150                          STATION DESCRIPTION
 GF0150
 GF0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0150'AT WESTERN GROVE.
 GF0150'AT WESTERN GROVE, NEWTON COUNTY, 55 FEET WEST OF THE SOUTHWEST
 GF0150'CORNER OF THE POST OFFICE, 112 FEET SOUTH OF THE CENTERLINE OF
 GF0150'AN EAST-AND-WEST STREET, 62 1/2 FEET SOUTH OF THE NORTHEAST
 GF0150'CORNER OF THE O.H. MAGNESS PROPERTY FENCE, 29 FEET WEST OF THE
 GF0150'CENTERLINE OF U.S. HIGHWAY 65, AND 2 FEET EAST OF A FENCE AND
 GF0150'CONCRETE WALL.  A STANDARD DISK, STAMPED K 130 1935 AND SET IN
 GF0150'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1448 ***********************************************************************
 EJ1448  DESIGNATION -  K 131
 EJ1448  PID         -  EJ1448
 EJ1448  STATE/COUNTY-  AR/MONTGOMERY
 EJ1448  USGS QUAD   -  POLK CREEK MTN (1980)
 EJ1448
 EJ1448                         *CURRENT SURVEY CONTROL
 EJ1448  ___________________________________________________________________
 EJ1448* NAD 83(1986)-  34 27 25.     (N)    093 50 41.     (W)     SCALED    
 EJ1448* NAVD 88     -       301.173  (meters)     988.10   (feet)  ADJUSTED  
 EJ1448  ___________________________________________________________________
 EJ1448  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EJ1448  DYNAMIC HT  -         300.861 (meters)     987.07  (feet)  COMP
 EJ1448  MODELED GRAV-     979,589.8   (mgal)                       NAVD 88
 EJ1448
 EJ1448  VERT ORDER  -  SECOND    CLASS 0
 EJ1448
 EJ1448.The horizontal coordinates were scaled from a topographic map and have
 EJ1448.an estimated accuracy of +/- 6 seconds.
 EJ1448
 EJ1448.The orthometric height was determined by differential leveling
 EJ1448.and adjusted by the National Geodetic Survey in June 1991..
 EJ1448
 EJ1448.The geoid height was determined by GEOID03.
 EJ1448
 EJ1448.The dynamic height is computed by dividing the NAVD 88
 EJ1448.geopotential number by the normal gravity value computed on the
 EJ1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1448.degrees latitude (g = 980.6199 gals.).
 EJ1448
 EJ1448.The modeled gravity was interpolated from observed gravity values.
 EJ1448
 EJ1448;                    North         East    Units  Estimated Accuracy
 EJ1448;SPC AR S     -   600,090.      230,510.      MT  (+/- 180 meters Scaled)
 EJ1448
 EJ1448                          SUPERSEDED SURVEY CONTROL
 EJ1448
 EJ1448  NGVD 29 (??/??/92)  301.113  (m)          987.90   (f) ADJ UNCH    2 0
 EJ1448
 EJ1448.Superseded values are not recommended for survey control.
 EJ1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1448.See file dsdata.txt to determine how the superseded data were derived.
 EJ1448
 EJ1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU224131(NAD 83)
 EJ1448_MARKER: DB = BENCH MARK DISK
 EJ1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1448_STAMPING: K 131 1935
 EJ1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1448+STABILITY: SURFACE MOTION
 EJ1448
 EJ1448  HISTORY     - Date     Condition        Report By
 EJ1448  HISTORY     - 1935     MONUMENTED       CGS
 EJ1448  HISTORY     - 1961     GOOD             NGS
 EJ1448  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1448
 EJ1448                          STATION DESCRIPTION
 EJ1448
 EJ1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1448'1.9 MI E FROM SLATINGTON.
 EJ1448'THIS MARK RECOVERED ABOUT 270 FEET NORTHWEST OF THE COX SPRING, ABOUT
 EJ1448'175 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 44 FEET NORTH
 EJ1448'OF THE CENTERLINE OF THE OLD ABANDONED HIGHWAY AND ABOUT 33 FEET EAST
 EJ1448'OF THE CENTERLINE OF A DIM ROAD LEADING NORTH FROM THE OLD HIGHWAY.
 EJ1448
 EJ1448                          STATION RECOVERY (1978)
 EJ1448
 EJ1448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0262 ***********************************************************************
 EK0262  DESIGNATION -  K 132
 EK0262  PID         -  EK0262
 EK0262  STATE/COUNTY-  AR/POLK
 EK0262  USGS QUAD   -  UMPIRE (1986)
 EK0262
 EK0262                         *CURRENT SURVEY CONTROL
 EK0262  ___________________________________________________________________
 EK0262* NAD 83(1986)-  34 21 11.     (N)    094 01 21.     (W)     SCALED    
 EK0262* NAVD 88     -       357.413  (meters)    1172.61   (feet)  ADJUSTED  
 EK0262  ___________________________________________________________________
 EK0262  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EK0262  DYNAMIC HT  -         357.042 (meters)    1171.40  (feet)  COMP
 EK0262  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 EK0262
 EK0262  VERT ORDER  -  SECOND    CLASS 0
 EK0262
 EK0262.The horizontal coordinates were scaled from a topographic map and have
 EK0262.an estimated accuracy of +/- 6 seconds.
 EK0262
 EK0262.The orthometric height was determined by differential leveling
 EK0262.and adjusted by the National Geodetic Survey in June 1991..
 EK0262
 EK0262.The geoid height was determined by GEOID03.
 EK0262
 EK0262.The dynamic height is computed by dividing the NAVD 88
 EK0262.geopotential number by the normal gravity value computed on the
 EK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0262.degrees latitude (g = 980.6199 gals.).
 EK0262
 EK0262.The modeled gravity was interpolated from observed gravity values.
 EK0262
 EK0262;                    North         East    Units  Estimated Accuracy
 EK0262;SPC AR S     -   588,880.      213,950.      MT  (+/- 180 meters Scaled)
 EK0262
 EK0262                          SUPERSEDED SURVEY CONTROL
 EK0262
 EK0262  NGVD 29 (??/??/92)  357.358  (m)         1172.43   (f) ADJ UNCH    2 0
 EK0262
 EK0262.Superseded values are not recommended for survey control.
 EK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0262.See file dsdata.txt to determine how the superseded data were derived.
 EK0262
 EK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU059017(NAD 83)
 EK0262_MARKER: DB = BENCH MARK DISK
 EK0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0262_STAMPING: K 132 1935
 EK0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0262+STABILITY: SURFACE MOTION
 EK0262
 EK0262  HISTORY     - Date     Condition        Report By
 EK0262  HISTORY     - 1935     MONUMENTED       CGS
 EK0262  HISTORY     - 1961     GOOD             NGS
 EK0262
 EK0262                          STATION DESCRIPTION
 EK0262
 EK0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EK0262'3.5 MI N FROM MINEOLA.
 EK0262'2.35 MILES NORTH OF THE JUNCTION OF THE ATHENS-BIG FORK ROAD AND
 EK0262'THE ATHENS-VANDERVOORT ROAD, 0.2 MILE NORTHWEST OF THE POLK-HOWARD
 EK0262'COUNTY LINE, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN ROAD
 EK0262'AND 7.5 FEET SOUTHWEST OF A 12-INCH PINE TREE WITH TRIANGLE BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1520 ***********************************************************************
 EJ1520  DESIGNATION -  K 133
 EJ1520  PID         -  EJ1520
 EJ1520  STATE/COUNTY-  AR/POLK
 EJ1520  USGS QUAD   -  PINE RIDGE (1985)
 EJ1520
 EJ1520                         *CURRENT SURVEY CONTROL
 EJ1520  ___________________________________________________________________
 EJ1520* NAD 83(1986)-  34 31 37.     (N)    093 58 49.     (W)     SCALED    
 EJ1520* NAVD 88     -       291.083  (meters)     954.99   (feet)  ADJUSTED  
 EJ1520  ___________________________________________________________________
 EJ1520  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EJ1520  DYNAMIC HT  -         290.778 (meters)     953.99  (feet)  COMP
 EJ1520  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 EJ1520
 EJ1520  VERT ORDER  -  SECOND    CLASS 0
 EJ1520
 EJ1520.The horizontal coordinates were scaled from a topographic map and have
 EJ1520.an estimated accuracy of +/- 6 seconds.
 EJ1520
 EJ1520.The orthometric height was determined by differential leveling
 EJ1520.and adjusted by the National Geodetic Survey in June 1991..
 EJ1520
 EJ1520.The geoid height was determined by GEOID03.
 EJ1520
 EJ1520.The dynamic height is computed by dividing the NAVD 88
 EJ1520.geopotential number by the normal gravity value computed on the
 EJ1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1520.degrees latitude (g = 980.6199 gals.).
 EJ1520
 EJ1520.The modeled gravity was interpolated from observed gravity values.
 EJ1520
 EJ1520;                    North         East    Units  Estimated Accuracy
 EJ1520;SPC AR S     -   608,090.      218,210.      MT  (+/- 180 meters Scaled)
 EJ1520
 EJ1520                          SUPERSEDED SURVEY CONTROL
 EJ1520
 EJ1520  NGVD 29 (??/??/92)  291.012  (m)          954.76   (f) ADJ UNCH    2 0
 EJ1520
 EJ1520.Superseded values are not recommended for survey control.
 EJ1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1520.See file dsdata.txt to determine how the superseded data were derived.
 EJ1520
 EJ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU100210(NAD 83)
 EJ1520_MARKER: DB = BENCH MARK DISK
 EJ1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1520_STAMPING: K 133 1935
 EJ1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1520+STABILITY: SURFACE MOTION
 EJ1520
 EJ1520  HISTORY     - Date     Condition        Report By
 EJ1520  HISTORY     - 1935     MONUMENTED       CGS
 EJ1520  HISTORY     - 1961     GOOD             NGS
 EJ1520
 EJ1520                          STATION DESCRIPTION
 EJ1520
 EJ1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1520'1.2 MI S FROM OPAL.
 EJ1520'ABOUT 0.3 MILE SOUTH OF A BRIDGE OVER BIG FORK CREEK, IN FRONT OF A
 EJ1520'WHITE HOUSE, ABOUT DUE WEST OF A LINE WITH THE SOUTH SIDE OF THE HOUSE
 EJ1520'AND 1 FOOT WEST OF THE YARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0064 ***********************************************************************
 EK0064  DESIGNATION -  K 134
 EK0064  PID         -  EK0064
 EK0064  STATE/COUNTY-  AR/POLK
 EK0064  USGS QUAD   -  BOARD CAMP (1975)
 EK0064
 EK0064                         *CURRENT SURVEY CONTROL
 EK0064  ___________________________________________________________________
 EK0064* NAD 83(1986)-  34 35 04.     (N)    094 05 18.     (W)     SCALED    
 EK0064* NAVD 88     -       288.940  (meters)     947.96   (feet)  ADJUSTED  
 EK0064  ___________________________________________________________________
 EK0064  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 EK0064  DYNAMIC HT  -         288.633 (meters)     946.96  (feet)  COMP
 EK0064  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 EK0064
 EK0064  VERT ORDER  -  SECOND    CLASS 0
 EK0064
 EK0064.The horizontal coordinates were scaled from a topographic map and have
 EK0064.an estimated accuracy of +/- 6 seconds.
 EK0064
 EK0064.The orthometric height was determined by differential leveling
 EK0064.and adjusted by the National Geodetic Survey in June 1991..
 EK0064
 EK0064.The geoid height was determined by GEOID03.
 EK0064
 EK0064.The dynamic height is computed by dividing the NAVD 88
 EK0064.geopotential number by the normal gravity value computed on the
 EK0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0064.degrees latitude (g = 980.6199 gals.).
 EK0064
 EK0064.The modeled gravity was interpolated from observed gravity values.
 EK0064
 EK0064;                    North         East    Units  Estimated Accuracy
 EK0064;SPC AR S     -   614,660.      208,420.      MT  (+/- 180 meters Scaled)
 EK0064
 EK0064                          SUPERSEDED SURVEY CONTROL
 EK0064
 EK0064  NGVD 29 (??/??/92)  288.854  (m)          947.68   (f) ADJ UNCH    2 0
 EK0064
 EK0064.Superseded values are not recommended for survey control.
 EK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0064.See file dsdata.txt to determine how the superseded data were derived.
 EK0064
 EK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU001274(NAD 83)
 EK0064_MARKER: DB = BENCH MARK DISK
 EK0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0064_STAMPING: K 134 1935
 EK0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0064+STABILITY: SURFACE MOTION
 EK0064
 EK0064  HISTORY     - Date     Condition        Report By
 EK0064  HISTORY     - 1935     MONUMENTED       CGS
 EK0064  HISTORY     - 1961     GOOD             NGS
 EK0064
 EK0064                          STATION DESCRIPTION
 EK0064
 EK0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0064'2 MI E FROM INK.
 EK0064'2.0 MILES EAST OF, ALONG ST. HWY. 88, FROM INK CEMETERY.  ABOUT
 EK0064'.7 MILE EAST OF CEDAR CREEK, 54.7 FEET SOUTH OF THE HIGHWAY
 EK0064'CENTERLINE, 27.5 FEET WEST OF GATE TO WILL HAMLETS FARMHOUSE,
 EK0064'9.5 FEET WEST OF A BLAZED OAK TREE .6 FT. IN DIAMETER, 1.3 FT.
 EK0064'NORTH OF FARMYARD FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0064
 EK0064                          STATION RECOVERY (1961)
 EK0064
 EK0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1464 ***********************************************************************
 EJ1464  DESIGNATION -  K 135
 EJ1464  PID         -  EJ1464
 EJ1464  STATE/COUNTY-  AR/POLK
 EJ1464  USGS QUAD   -  BIG FORK (1980)
 EJ1464
 EJ1464                         *CURRENT SURVEY CONTROL
 EJ1464  ___________________________________________________________________
 EJ1464* NAD 83(1986)-  34 28 05.     (N)    093 57 20.     (W)     SCALED    
 EJ1464* NAVD 88     -       335.862  (meters)    1101.91   (feet)  ADJUSTED  
 EJ1464  ___________________________________________________________________
 EJ1464  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 EJ1464  DYNAMIC HT  -         335.506 (meters)    1100.74  (feet)  COMP
 EJ1464  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 EJ1464
 EJ1464  VERT ORDER  -  SECOND    CLASS 0
 EJ1464
 EJ1464.The horizontal coordinates were scaled from a topographic map and have
 EJ1464.an estimated accuracy of +/- 6 seconds.
 EJ1464
 EJ1464.The orthometric height was determined by differential leveling
 EJ1464.and adjusted by the National Geodetic Survey in June 1991..
 EJ1464
 EJ1464.The geoid height was determined by GEOID03.
 EJ1464
 EJ1464.The dynamic height is computed by dividing the NAVD 88
 EJ1464.geopotential number by the normal gravity value computed on the
 EJ1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1464.degrees latitude (g = 980.6199 gals.).
 EJ1464
 EJ1464.The modeled gravity was interpolated from observed gravity values.
 EJ1464
 EJ1464;                    North         East    Units  Estimated Accuracy
 EJ1464;SPC AR S     -   601,520.      220,350.      MT  (+/- 180 meters Scaled)
 EJ1464
 EJ1464                          SUPERSEDED SURVEY CONTROL
 EJ1464
 EJ1464  NGVD 29 (??/??/92)  335.789  (m)         1101.67   (f) ADJ UNCH    2 0
 EJ1464
 EJ1464.Superseded values are not recommended for survey control.
 EJ1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1464.See file dsdata.txt to determine how the superseded data were derived.
 EJ1464
 EJ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU122144(NAD 83)
 EJ1464_MARKER: DB = BENCH MARK DISK
 EJ1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1464_STAMPING: K-135 1935
 EJ1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1464+STABILITY: SURFACE MOTION
 EJ1464
 EJ1464  HISTORY     - Date     Condition        Report By
 EJ1464  HISTORY     - 1935     MONUMENTED       CGS
 EJ1464  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1464
 EJ1464                          STATION DESCRIPTION
 EJ1464
 EJ1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1464'1.5 MI SE FROM BIG FORK.
 EJ1464'1.5 MILES SOUTHEAST OF, ALONG ST. HWY. 8, FROM BUTCHERKNIFE CREEK
 EJ1464'BRIDGE.  AT JUNCTION OF THE BIG FORK-ATHENS ROAD.  96 FEET NORTH OF
 EJ1464'CENTER OF GATE TO GROVER RAWLHS FARMHOUSE.  82 FEET WEST OF
 EJ1464'INTERSECTION OF CENTERLINES OF HIGHWAY AND ROAD SOUTH.  44.5 FEET
 EJ1464'SOUTHWEST OF THE HIGHWAY CENTERLINE.  2 FEET ABOVE THE HIGHWAY
 EJ1464'SURFACE.  TABLET SET IN TOP OF PRECAST CONCRETE POST.  NOTE-- THE
 EJ1464'HIGHWAY HAS BEEN RE-ROUTED AT THE DESCRIBED LOCATION OF THIS MARK AND
 EJ1464'IS UNDER CULTIVATION.
 EJ1464
 EJ1464                          STATION RECOVERY (1961)
 EJ1464
 EJ1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1166 ***********************************************************************
 EJ1166  DESIGNATION -  K 136
 EJ1166  PID         -  EJ1166
 EJ1166  STATE/COUNTY-  AR/CLARK
 EJ1166  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1166
 EJ1166                         *CURRENT SURVEY CONTROL
 EJ1166  ___________________________________________________________________
 EJ1166* NAD 83(1986)-  34 14 41.     (N)    093 24 28.     (W)     SCALED    
 EJ1166* NAVD 88     -       181.671  (meters)     596.03   (feet)  ADJUSTED  
 EJ1166  ___________________________________________________________________
 EJ1166  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EJ1166  DYNAMIC HT  -         181.487 (meters)     595.43  (feet)  COMP
 EJ1166  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 EJ1166
 EJ1166  VERT ORDER  -  SECOND    CLASS 0
 EJ1166
 EJ1166.The horizontal coordinates were scaled from a topographic map and have
 EJ1166.an estimated accuracy of +/- 6 seconds.
 EJ1166
 EJ1166.The orthometric height was determined by differential leveling
 EJ1166.and adjusted by the National Geodetic Survey in June 1991..
 EJ1166
 EJ1166.The geoid height was determined by GEOID03.
 EJ1166
 EJ1166.The dynamic height is computed by dividing the NAVD 88
 EJ1166.geopotential number by the normal gravity value computed on the
 EJ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1166.degrees latitude (g = 980.6199 gals.).
 EJ1166
 EJ1166.The modeled gravity was interpolated from observed gravity values.
 EJ1166
 EJ1166;                    North         East    Units  Estimated Accuracy
 EJ1166;SPC AR S     -   575,920.      270,330.      MT  (+/- 180 meters Scaled)
 EJ1166
 EJ1166                          SUPERSEDED SURVEY CONTROL
 EJ1166
 EJ1166  NGVD 29 (??/??/92)  181.660  (m)          596.00   (f) ADJ UNCH    2 0
 EJ1166
 EJ1166.Superseded values are not recommended for survey control.
 EJ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1166.See file dsdata.txt to determine how the superseded data were derived.
 EJ1166
 EJ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT624893(NAD 83)
 EJ1166_MARKER: DB = BENCH MARK DISK
 EJ1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1166_STAMPING: K 136 1935
 EJ1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1166+STABILITY: SURFACE MOTION
 EJ1166
 EJ1166  HISTORY     - Date     Condition        Report By
 EJ1166  HISTORY     - 1935     MONUMENTED       CGS
 EJ1166  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1166
 EJ1166                          STATION DESCRIPTION
 EJ1166
 EJ1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1166'4.7 MI SE FROM AMITY.
 EJ1166'4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE MISSOURI PACIFIC
 EJ1166'RAILROAD STATION AT AMITY, 74 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EJ1166'HIGHWAY, 67 FEET SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A
 EJ1166'CULVERT MARKED 8-5-4.2, 13.8 FEET SOUTHEAST OF THE CENTER OF A GATE TO
 EJ1166'THE L. RUNYAN FARMHOUSE, AND 1 FOOT NORTHEAST OF THE FENCE.  A
 EJ1166'STANDARD DISK, STAMPED K 136 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1166'POST.
 EJ1166
 EJ1166                          STATION RECOVERY (1975)
 EJ1166
 EJ1166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1131 ***********************************************************************
 EJ1131  DESIGNATION -  K 137
 EJ1131  PID         -  EJ1131
 EJ1131  STATE/COUNTY-  AR/HOT SPRING
 EJ1131  USGS QUAD   -  BISMARCK (1976)
 EJ1131
 EJ1131                         *CURRENT SURVEY CONTROL
 EJ1131  ___________________________________________________________________
 EJ1131* NAD 83(1986)-  34 19 14.     (N)    093 12 20.     (W)     SCALED    
 EJ1131* NAVD 88     -       147.627  (meters)     484.34   (feet)  ADJUSTED  
 EJ1131  ___________________________________________________________________
 EJ1131  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EJ1131  DYNAMIC HT  -         147.479 (meters)     483.85  (feet)  COMP
 EJ1131  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 EJ1131
 EJ1131  VERT ORDER  -  SECOND    CLASS 0
 EJ1131
 EJ1131.The horizontal coordinates were scaled from a topographic map and have
 EJ1131.an estimated accuracy of +/- 6 seconds.
 EJ1131
 EJ1131.The orthometric height was determined by differential leveling
 EJ1131.and adjusted by the National Geodetic Survey in June 1991..
 EJ1131
 EJ1131.The geoid height was determined by GEOID03.
 EJ1131
 EJ1131.The dynamic height is computed by dividing the NAVD 88
 EJ1131.geopotential number by the normal gravity value computed on the
 EJ1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1131.degrees latitude (g = 980.6199 gals.).
 EJ1131
 EJ1131.The modeled gravity was interpolated from observed gravity values.
 EJ1131
 EJ1131;                    North         East    Units  Estimated Accuracy
 EJ1131;SPC AR S     -   584,090.      289,060.      MT  (+/- 180 meters Scaled)
 EJ1131
 EJ1131                          SUPERSEDED SURVEY CONTROL
 EJ1131
 EJ1131  NGVD 29 (??/??/92)  147.623  (m)          484.33   (f) ADJ UNCH    2 0
 EJ1131
 EJ1131.Superseded values are not recommended for survey control.
 EJ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1131.See file dsdata.txt to determine how the superseded data were derived.
 EJ1131
 EJ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT810977(NAD 83)
 EJ1131_MARKER: DB = BENCH MARK DISK
 EJ1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1131_STAMPING: K 137 1935
 EJ1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1131+STABILITY: SURFACE MOTION
 EJ1131
 EJ1131  HISTORY     - Date     Condition        Report By
 EJ1131  HISTORY     - 1935     MONUMENTED       CGS
 EJ1131  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1131
 EJ1131                          STATION DESCRIPTION
 EJ1131
 EJ1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1131'2.2 MI W FROM BISMARCK.
 EJ1131'2.2 MILES WEST ALONG THE AMITY-BISMARCK ROAD FROM THE POST OFFICE AT
 EJ1131'BISMARCK, 0.5 MILE WEST OF THE JUNCTION OF A ROAD LEADING SOUTH TO NEW
 EJ1131'LAMBERT (OR MARCUS), 115 FEET WEST OF THE WEST END OF A BRIDGE OVER
 EJ1131'LITTLE HILL CREEK, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET
 EJ1131'NORTH OF A 6-INCH BLAZED PINE TREE, AND 1.5 FEET SOUTH OF A FENCE. A
 EJ1131'STANDARD DISK, STAMPED K 137 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1131'POST.
 EJ1131
 EJ1131                          STATION RECOVERY (1998)
 EJ1131
 EJ1131'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1203 ***********************************************************************
 EJ1203  DESIGNATION -  K 138
 EJ1203  PID         -  EJ1203
 EJ1203  STATE/COUNTY-  AR/CLARK
 EJ1203  USGS QUAD   -  DE GRAY (1976)
 EJ1203
 EJ1203                         *CURRENT SURVEY CONTROL
 EJ1203  ___________________________________________________________________
 EJ1203* NAD 83(1986)-  34 12 57.     (N)    093 14 01.     (W)     SCALED    
 EJ1203* NAVD 88     -       205.467  (meters)     674.10   (feet)  ADJUSTED  
 EJ1203  ___________________________________________________________________
 EJ1203  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EJ1203  DYNAMIC HT  -         205.259 (meters)     673.42  (feet)  COMP
 EJ1203  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 EJ1203
 EJ1203  VERT ORDER  -  SECOND    CLASS 0
 EJ1203
 EJ1203.The horizontal coordinates were scaled from a topographic map and have
 EJ1203.an estimated accuracy of +/- 6 seconds.
 EJ1203
 EJ1203.The orthometric height was determined by differential leveling
 EJ1203.and adjusted by the National Geodetic Survey in June 1991..
 EJ1203
 EJ1203.The geoid height was determined by GEOID03.
 EJ1203
 EJ1203.The dynamic height is computed by dividing the NAVD 88
 EJ1203.geopotential number by the normal gravity value computed on the
 EJ1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1203.degrees latitude (g = 980.6199 gals.).
 EJ1203
 EJ1203.The modeled gravity was interpolated from observed gravity values.
 EJ1203
 EJ1203;                    North         East    Units  Estimated Accuracy
 EJ1203;SPC AR S     -   572,510.      286,330.      MT  (+/- 180 meters Scaled)
 EJ1203
 EJ1203                          SUPERSEDED SURVEY CONTROL
 EJ1203
 EJ1203  NGVD 29 (??/??/92)  205.466  (m)          674.10   (f) ADJ UNCH    2 0
 EJ1203
 EJ1203.Superseded values are not recommended for survey control.
 EJ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1203.See file dsdata.txt to determine how the superseded data were derived.
 EJ1203
 EJ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT784861(NAD 83)
 EJ1203_MARKER: DB = BENCH MARK DISK
 EJ1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1203_STAMPING: K 138 1935
 EJ1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1203+STABILITY: SURFACE MOTION
 EJ1203
 EJ1203  HISTORY     - Date     Condition        Report By
 EJ1203  HISTORY     - 1935     MONUMENTED       CGS
 EJ1203
 EJ1203                          STATION DESCRIPTION
 EJ1203
 EJ1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1203'1 MI N FROM GRAVEL PIT TOWER 3.
 EJ1203'ABOUT 1 MILE NORTH ALONG GRAVEL PIT ROAD FROM GRAVEL PIT TOWER 3, AT
 EJ1203'THE INTERSECTION OF AN EAST-AND-WEST ROAD, 74 FEET SOUTHWEST OF THE
 EJ1203'CENTER OF THE INTERSECTION OF THE ROADS, 30 FEET WEST OF THE
 EJ1203'CENTERLINE OF THE ROAD, AND 11.3 FEET NORTH OF A 34-INCH BLAZED OAK
 EJ1203'TREE.  A STANDARD DISK, STAMPED K 138 1935 AND SET IN THE TOP OF A
 EJ1203'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2379 ***********************************************************************
 EH2379  DESIGNATION -  K 14
 EH2379  PID         -  EH2379
 EH2379  STATE/COUNTY-  AR/PRAIRIE
 EH2379  USGS QUAD   -  SLOVAK (1994)
 EH2379
 EH2379                         *CURRENT SURVEY CONTROL
 EH2379  ___________________________________________________________________
 EH2379* NAD 83(1986)-  34 44 41.     (N)    091 35 08.     (W)     SCALED    
 EH2379* NAVD 88     -        68.445  (meters)     224.56   (feet)  ADJUSTED  
 EH2379  ___________________________________________________________________
 EH2379  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2379  DYNAMIC HT  -          68.380 (meters)     224.34  (feet)  COMP
 EH2379  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 EH2379
 EH2379  VERT ORDER  -  FIRST     CLASS II
 EH2379
 EH2379.The horizontal coordinates were scaled from a topographic map and have
 EH2379.an estimated accuracy of +/- 6 seconds.
 EH2379
 EH2379.The orthometric height was determined by differential leveling
 EH2379.and adjusted by the National Geodetic Survey in June 1991..
 EH2379
 EH2379.The geoid height was determined by GEOID03.
 EH2379
 EH2379.The dynamic height is computed by dividing the NAVD 88
 EH2379.geopotential number by the normal gravity value computed on the
 EH2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2379.degrees latitude (g = 980.6199 gals.).
 EH2379
 EH2379.The modeled gravity was interpolated from observed gravity values.
 EH2379
 EH2379;                    North         East    Units  Estimated Accuracy
 EH2379;SPC AR S     -   630,570.      437,950.      MT  (+/- 180 meters Scaled)
 EH2379
 EH2379                          SUPERSEDED SURVEY CONTROL
 EH2379
 EH2379  NGVD 29 (??/??/??)   68.462  (m)          224.61   (f) ADJUSTED    1 2
 EH2379
 EH2379.Superseded values are not recommended for survey control.
 EH2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2379.See file dsdata.txt to determine how the superseded data were derived.
 EH2379
 EH2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU294456(NAD 83)
 EH2379_MARKER: DB = BENCH MARK DISK
 EH2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2379_STAMPING: K 14 1932 224.491
 EH2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2379+STABILITY: SURFACE MOTION
 EH2379
 EH2379  HISTORY     - Date     Condition        Report By
 EH2379  HISTORY     - 1932     MONUMENTED       CGS
 EH2379  HISTORY     - 1954     GOOD             CGS
 EH2379  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2379
 EH2379                          STATION DESCRIPTION
 EH2379
 EH2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2379'3.1 MI S FROM HAZEN.
 EH2379'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK ISLAND AND
 EH2379'PACIFIC RAILROAD STATION AT HAZEN, THENCE 2.3 MILES SOUTH ALONG A
 EH2379'GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, AT THE CROSSING
 EH2379'OF AN OLD RAILROAD FILL, 128 FEET WEST OF A SMALL SHEET METAL PUMP
 EH2379'BUILDING, 49 FEET WEST OF THE CENTER LINE OF AN OLD RAILROAD FILL, 30
 EH2379'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 10 FEET SOUTH
 EH2379'OF A POWER POLE, 9 FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A WITNESS
 EH2379'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 EH2379'THE GROUND.
 EH2379
 EH2379                          STATION RECOVERY (2003)
 EH2379
 EH2379'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1054 ***********************************************************************
 EH1054  DESIGNATION -  K 14 6
 EH1054  PID         -  EH1054
 EH1054  STATE/COUNTY-  AR/MONROE
 EH1054  USGS QUAD   -  CLARENDON (1968)
 EH1054
 EH1054                         *CURRENT SURVEY CONTROL
 EH1054  ___________________________________________________________________
 EH1054* NAD 83(1986)-  34 40 43.     (N)    091 16 42.     (W)     SCALED    
 EH1054* NAVD 88     -        54.347  (meters)     178.30   (feet)  ADJUSTED  
 EH1054  ___________________________________________________________________
 EH1054  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1054  DYNAMIC HT  -          54.295 (meters)     178.13  (feet)  COMP
 EH1054  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 EH1054
 EH1054  VERT ORDER  -  FIRST     CLASS II
 EH1054
 EH1054.The horizontal coordinates were scaled from a topographic map and have
 EH1054.an estimated accuracy of +/- 6 seconds.
 EH1054
 EH1054.The orthometric height was determined by differential leveling
 EH1054.and adjusted by the National Geodetic Survey in June 1991..
 EH1054
 EH1054.The geoid height was determined by GEOID03.
 EH1054
 EH1054.The dynamic height is computed by dividing the NAVD 88
 EH1054.geopotential number by the normal gravity value computed on the
 EH1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1054.degrees latitude (g = 980.6199 gals.).
 EH1054
 EH1054.The modeled gravity was interpolated from observed gravity values.
 EH1054
 EH1054;                    North         East    Units  Estimated Accuracy
 EH1054;SPC AR S     -   623,390.      466,130.      MT  (+/- 180 meters Scaled)
 EH1054
 EH1054                          SUPERSEDED SURVEY CONTROL
 EH1054
 EH1054  NGVD 29 (??/??/??)   54.366  (m)          178.37   (f) ADJUSTED    1 2
 EH1054
 EH1054.Superseded values are not recommended for survey control.
 EH1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1054.See file dsdata.txt to determine how the superseded data were derived.
 EH1054
 EH1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU577387(NAD 83)
 EH1054_MARKER: DB = BENCH MARK DISK
 EH1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1054_STAMPING: BM K-14-6
 EH1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1054+STABILITY: SURFACE MOTION
 EH1054
 EH1054  HISTORY     - Date     Condition        Report By
 EH1054  HISTORY     - UNK      MONUMENTED       DOD
 EH1054  HISTORY     - 1955     GOOD             CGS
 EH1054  HISTORY     - 1966     MARK NOT FOUND   USGS
 EH1054
 EH1054                          STATION DESCRIPTION
 EH1054
 EH1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1054'1.7 MI SE FROM CLARENDON.
 EH1054'ABOUT 1.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1054'JUNCTION OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT CLARENDON, ABOUT
 EH1054'0.15 MILE SOUTHEAST OF CROSSING OF A GRAVEL ROAD, AT A POINT TRACK
 EH1054'CROSSES A FLOOD LEVEE, 6 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 97 FEET
 EH1054'WEST-NORTHWEST OF CENTER OF TRACK AT CENTER OF LEVEE CROSSING, 33 FEET
 EH1054'NORTHEAST OF CENTER LINE OF A GRAVEL ROAD PARALLEL TO TRACK, 64 FEET
 EH1054'SOUTH-SOUTHWEST AND ACROSS TRACK FROM A POWER POLE, 75 FEET WEST AND
 EH1054'ACROSS TRACK FROM TELEPHONE POLE NO. 362/21, ABOUT 2 FEET BELOW LEVEL
 EH1054'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EH1054'NOTE-- 1966 REPORT-- THE RR HAS BEEN DISMANTLED.
 EH1054
 EH1054                          STATION RECOVERY (1966)
 EH1054
 EH1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EH1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1060 ***********************************************************************
 EH1060  DESIGNATION -  K 14 7
 EH1060  PID         -  EH1060
 EH1060  STATE/COUNTY-  AR/MONROE
 EH1060  USGS QUAD   -  CLARENDON (1968)
 EH1060
 EH1060                         *CURRENT SURVEY CONTROL
 EH1060  ___________________________________________________________________
 EH1060* NAD 83(1986)-  34 38 34.     (N)    091 15 43.     (W)     SCALED    
 EH1060* NAVD 88     -        53.726  (meters)     176.27   (feet)  ADJUSTED  
 EH1060  ___________________________________________________________________
 EH1060  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1060  DYNAMIC HT  -          53.675 (meters)     176.10  (feet)  COMP
 EH1060  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 EH1060
 EH1060  VERT ORDER  -  FIRST     CLASS II
 EH1060
 EH1060.The horizontal coordinates were scaled from a topographic map and have
 EH1060.an estimated accuracy of +/- 6 seconds.
 EH1060
 EH1060.The orthometric height was determined by differential leveling
 EH1060.and adjusted by the National Geodetic Survey in June 1991..
 EH1060
 EH1060.The geoid height was determined by GEOID03.
 EH1060
 EH1060.The dynamic height is computed by dividing the NAVD 88
 EH1060.geopotential number by the normal gravity value computed on the
 EH1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1060.degrees latitude (g = 980.6199 gals.).
 EH1060
 EH1060.The modeled gravity was interpolated from observed gravity values.
 EH1060
 EH1060;                    North         East    Units  Estimated Accuracy
 EH1060;SPC AR S     -   619,420.      467,670.      MT  (+/- 180 meters Scaled)
 EH1060
 EH1060                          SUPERSEDED SURVEY CONTROL
 EH1060
 EH1060  NGVD 29 (??/??/??)   53.747  (m)          176.33   (f) ADJUSTED    1 2
 EH1060
 EH1060.Superseded values are not recommended for survey control.
 EH1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1060.See file dsdata.txt to determine how the superseded data were derived.
 EH1060
 EH1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU592348(NAD 83)
 EH1060_MARKER: DD = SURVEY DISK
 EH1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1060_STAMPING: BM K-14-7
 EH1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1060+STABILITY: SURFACE MOTION
 EH1060
 EH1060  HISTORY     - Date     Condition        Report By
 EH1060  HISTORY     - UNK      MONUMENTED       DOD
 EH1060  HISTORY     - 1955     GOOD             CGS
 EH1060  HISTORY     - 1966     MARK NOT FOUND   USGS
 EH1060
 EH1060                          STATION DESCRIPTION
 EH1060
 EH1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1060'4.55 MI SE FROM CLARENDON.
 EH1060'ABOUT 4.55 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EH1060'THE JUNCTION OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT CLARENDON, AT A
 EH1060'ROAD CROSSING, 6 FEET SOUTHWEST OF SOUTHWEST RAIL, 74 FEET NORTHEAST
 EH1060'OF CENTER LINE OF A GRAVEL ROAD PARALLELING TRACK, 10 FEET NORTH OF
 EH1060'CENTER LINE OF ROAD EAST WHICH CROSSES THE TRACK, 17 FEET NORTHWEST OF
 EH1060'CENTER OF CROSSING, 35 FEET NORTH AND ACROSS ROAD EAST FROM MILE POLE
 EH1060'360, 6 1/2 FEET EAST-SOUTHEAST OF CROSSING SIGN POST, ABOUT 1/2 FOOT
 EH1060'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 EH1060'WITH GROUND.
 EH1060
 EH1060                          STATION RECOVERY (1966)
 EH1060
 EH1060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EH1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0104 ***********************************************************************
 FH0104  DESIGNATION -  K 141
 FH0104  PID         -  FH0104
 FH0104  STATE/COUNTY-  AR/FRANKLIN
 FH0104  USGS QUAD   -  FERN (1983)
 FH0104
 FH0104                         *CURRENT SURVEY CONTROL
 FH0104  ___________________________________________________________________
 FH0104* NAD 83(1986)-  35 38 49.     (N)    094 04 43.     (W)     SCALED    
 FH0104* NAVD 88     -       536.143  (meters)    1759.00   (feet)  ADJUSTED  
 FH0104  ___________________________________________________________________
 FH0104  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FH0104  DYNAMIC HT  -         535.634 (meters)    1757.33  (feet)  COMP
 FH0104  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 FH0104
 FH0104  VERT ORDER  -  SECOND    CLASS 0
 FH0104
 FH0104.The horizontal coordinates were scaled from a topographic map and have
 FH0104.an estimated accuracy of +/- 6 seconds.
 FH0104
 FH0104.The orthometric height was determined by differential leveling
 FH0104.and adjusted by the National Geodetic Survey in June 1991..
 FH0104
 FH0104.The geoid height was determined by GEOID03.
 FH0104
 FH0104.The dynamic height is computed by dividing the NAVD 88
 FH0104.geopotential number by the normal gravity value computed on the
 FH0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0104.degrees latitude (g = 980.6199 gals.).
 FH0104
 FH0104.The modeled gravity was interpolated from observed gravity values.
 FH0104
 FH0104;                    North         East    Units  Estimated Accuracy
 FH0104;SPC AR N     -   147,720.      211,780.      MT  (+/- 180 meters Scaled)
 FH0104
 FH0104                          SUPERSEDED SURVEY CONTROL
 FH0104
 FH0104  NGVD 29 (??/??/92)  536.048  (m)         1758.68   (f) ADJ UNCH    2 0
 FH0104
 FH0104.Superseded values are not recommended for survey control.
 FH0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0104.See file dsdata.txt to determine how the superseded data were derived.
 FH0104
 FH0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV023453(NAD 83)
 FH0104_MARKER: DB = BENCH MARK DISK
 FH0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0104_STAMPING: K 141 1935
 FH0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0104+STABILITY: SURFACE MOTION
 FH0104
 FH0104  HISTORY     - Date     Condition        Report By
 FH0104  HISTORY     - 1935     MONUMENTED       CGS
 FH0104  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0104  HISTORY     - 1968     MARK NOT FOUND   USGS
 FH0104
 FH0104                          STATION DESCRIPTION
 FH0104
 FH0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0104'2.7 MI SE FROM LOCKE.
 FH0104'IN FRANKLIN COUNTY, 2.7 MILES SOUTHEAST ALONG THE PINEY-LOCKE
 FH0104'ROAD FROM THE SCHOOL AT LOCKE, CRAWFORD COUNTY, AT THE TOP OF A
 FH0104'LONG HILL, 0.2 MILE SOUTH OF U.S. FORESTRY OBSERVATION TOWER,
 FH0104'105 FEET NORTH OF A ROAD JUNCTION, 52 FEET EAST OF THE CENTERLINE
 FH0104'OF A ROAD LEADING NORTHWEST, 36 FEET WEST OF THE CENTERLINE OF
 FH0104'THE LOCKE-PINEY ROAD, AND 15 FEET NORTHWEST OF A TWIN OAK TREE.
 FH0104'A STANDARD DISK, STAMPED K 141 1935 AND SET IN THE TOP OF A
 FH0104'CONCRETE POST.  NOTE-- THE ROAD PAST THE MARK HAS BEEN ABANDONED
 FH0104'AND HASNT BEEN IN USE FOR SEVERAL YEARS.  THERE ARE SEVERAL
 FH0104'OLD WOODS ROADS IN THE AREA BUT IT WAS DIFFICULT TO DETERMINE
 FH0104'WHICH ONE HAD BEEN THE MAIN ROAD.
 FH0104
 FH0104                          STATION RECOVERY (1968)
 FH0104
 FH0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FH0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0112 ***********************************************************************
 FH0112  DESIGNATION -  K 142
 FH0112  PID         -  FH0112
 FH0112  STATE/COUNTY-  AR/CRAWFORD
 FH0112  USGS QUAD   -  FERN (1983)
 FH0112
 FH0112                         *CURRENT SURVEY CONTROL
 FH0112  ___________________________________________________________________
 FH0112* NAD 83(1986)-  35 42 17.     (N)    094 01 35.     (W)     SCALED    
 FH0112* NAVD 88     -       352.487  (meters)    1156.45   (feet)  ADJUSTED  
 FH0112  ___________________________________________________________________
 FH0112  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FH0112  DYNAMIC HT  -         352.148 (meters)    1155.34  (feet)  COMP
 FH0112  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 FH0112
 FH0112  VERT ORDER  -  SECOND    CLASS 0
 FH0112
 FH0112.The horizontal coordinates were scaled from a topographic map and have
 FH0112.an estimated accuracy of +/- 6 seconds.
 FH0112
 FH0112.The orthometric height was determined by differential leveling
 FH0112.and adjusted by the National Geodetic Survey in June 1991..
 FH0112
 FH0112.The geoid height was determined by GEOID03.
 FH0112
 FH0112.The dynamic height is computed by dividing the NAVD 88
 FH0112.geopotential number by the normal gravity value computed on the
 FH0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0112.degrees latitude (g = 980.6199 gals.).
 FH0112
 FH0112.The modeled gravity was interpolated from observed gravity values.
 FH0112
 FH0112;                    North         East    Units  Estimated Accuracy
 FH0112;SPC AR N     -   154,030.      216,640.      MT  (+/- 180 meters Scaled)
 FH0112
 FH0112                          SUPERSEDED SURVEY CONTROL
 FH0112
 FH0112  NGVD 29 (??/??/92)  352.370  (m)         1156.07   (f) ADJ UNCH    2 0
 FH0112
 FH0112.Superseded values are not recommended for survey control.
 FH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0112.See file dsdata.txt to determine how the superseded data were derived.
 FH0112
 FH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV071516(NAD 83)
 FH0112_MARKER: DB = BENCH MARK DISK
 FH0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0112_STAMPING: K 142 1935
 FH0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0112+STABILITY: SURFACE MOTION
 FH0112
 FH0112  HISTORY     - Date     Condition        Report By
 FH0112  HISTORY     - 1935     MONUMENTED       CGS
 FH0112  HISTORY     - 1960     GOOD             NGS
 FH0112
 FH0112                          STATION DESCRIPTION
 FH0112
 FH0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0112'6.1 MI NE FROM LOCKE.
 FH0112'4.6 MILES NORTHEAST ALONG THE LOCKE-BIDVILLE ROAD FROM THE
 FH0112'SCHOOL AT LOCKE, CRAWFORD COUNTY, 1.5 MILES EAST ALONG THE
 FH0112'CASS-BIDVILLE ROAD, 0.3 MILE EAST OF THE STEEL-CONCRETE BRIDGE
 FH0112'OVER HURRICANE CREEK, ON A HILLSIDE, AT A U-CURVE IN THE ROAD,
 FH0112'45 FEET EAST OF THE MIDDLE OF THE CURVE, 180 FEET WEST OF A LOG
 FH0112'HOUSE, 30 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 FH0112'PRIVATE ROAD, AND 4 FEET EAST OF A 10-INCH OAK TREE.  A STANDARD
 FH0112'DISK, STAMPED K 142 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FH0112'NOTE-- EXCEPT THE LOG HOUSE IS GONE AND THE 10-INCH OAK TREE HAS
 FH0112'BEEN CUT DOWN.  THE MARK IS ABOUT 20 FEET NORTH OF THE CENTER
 FH0112'LINE OF THE PRIVATE ROAD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1376 ***********************************************************************
 FG1376  DESIGNATION -  K 143
 FG1376  PID         -  FG1376
 FG1376  STATE/COUNTY-  AR/MADISON
 FG1376  USGS QUAD   -  DELANEY (1973)
 FG1376
 FG1376                         *CURRENT SURVEY CONTROL
 FG1376  ___________________________________________________________________
 FG1376* NAD 83(1986)-  35 48 25.     (N)    093 56 47.     (W)     SCALED    
 FG1376* NAVD 88     -       699.901  (meters)    2296.26   (feet)  ADJUSTED  
 FG1376  ___________________________________________________________________
 FG1376  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG1376  DYNAMIC HT  -         699.222 (meters)    2294.03  (feet)  COMP
 FG1376  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 FG1376
 FG1376  VERT ORDER  -  SECOND    CLASS 0
 FG1376
 FG1376.The horizontal coordinates were scaled from a topographic map and have
 FG1376.an estimated accuracy of +/- 6 seconds.
 FG1376
 FG1376.The orthometric height was determined by differential leveling
 FG1376.and adjusted by the National Geodetic Survey in June 1991..
 FG1376
 FG1376.The geoid height was determined by GEOID03.
 FG1376
 FG1376.The dynamic height is computed by dividing the NAVD 88
 FG1376.geopotential number by the normal gravity value computed on the
 FG1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1376.degrees latitude (g = 980.6199 gals.).
 FG1376
 FG1376.The modeled gravity was interpolated from observed gravity values.
 FG1376
 FG1376;                    North         East    Units  Estimated Accuracy
 FG1376;SPC AR N     -   165,220.      224,100.      MT  (+/- 180 meters Scaled)
 FG1376
 FG1376                          SUPERSEDED SURVEY CONTROL
 FG1376
 FG1376  NGVD 29 (??/??/92)  699.754  (m)         2295.78   (f) ADJ UNCH    2 0
 FG1376
 FG1376.Superseded values are not recommended for survey control.
 FG1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1376.See file dsdata.txt to determine how the superseded data were derived.
 FG1376
 FG1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV144629(NAD 83)
 FG1376_MARKER: DB = BENCH MARK DISK
 FG1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1376_STAMPING: K 143 1935
 FG1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1376+STABILITY: SURFACE MOTION
 FG1376
 FG1376  HISTORY     - Date     Condition        Report By
 FG1376  HISTORY     - 1935     MONUMENTED       CGS
 FG1376  HISTORY     - 1960     GOOD             NGS
 FG1376
 FG1376                          STATION DESCRIPTION
 FG1376
 FG1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1376'2.0 MI N FROM HEALTH.
 FG1376'2 MILES NORTH ALONG THE HEALTH-CROSSES ROAD FROM THE SCHOOL AT HEALTH,
 FG1376'MADISON COUNTY, 0.2 MILE SOUTH OF THE LLOYD GABBARD FARMHOUSE, 52 FEET
 FG1376'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 8 FEET WEST OF A SOUTHEAST
 FG1376'FENCE CORNER, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED K
 FG1376'143 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS MARK WAS
 FG1376'RECOVERED AT A RIGHT-ANGLE TURN IN THE ROAD AND ABOUT 9 FEET
 FG1376'WEST-NORTHWEST OF THE NORTH END OF A BOARD GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0508 ***********************************************************************
 GF0508  DESIGNATION -  K 145
 GF0508  PID         -  GF0508
 GF0508  STATE/COUNTY-  AR/MADISON
 GF0508  USGS QUAD   -  KINGSTON (1973)
 GF0508
 GF0508                         *CURRENT SURVEY CONTROL
 GF0508  ___________________________________________________________________
 GF0508* NAD 83(1986)-  36 03 04.     (N)    093 31 06.     (W)     SCALED    
 GF0508* NAVD 88     -       411.966  (meters)    1351.59   (feet)  ADJUSTED  
 GF0508  ___________________________________________________________________
 GF0508  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GF0508  DYNAMIC HT  -         411.588 (meters)    1350.35  (feet)  COMP
 GF0508  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 GF0508
 GF0508  VERT ORDER  -  SECOND    CLASS 0
 GF0508
 GF0508.The horizontal coordinates were scaled from a topographic map and have
 GF0508.an estimated accuracy of +/- 6 seconds.
 GF0508
 GF0508.The orthometric height was determined by differential leveling
 GF0508.and adjusted by the National Geodetic Survey in June 1991..
 GF0508
 GF0508.The geoid height was determined by GEOID03.
 GF0508
 GF0508.The dynamic height is computed by dividing the NAVD 88
 GF0508.geopotential number by the normal gravity value computed on the
 GF0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0508.degrees latitude (g = 980.6199 gals.).
 GF0508
 GF0508.The modeled gravity was interpolated from observed gravity values.
 GF0508
 GF0508;                    North         East    Units  Estimated Accuracy
 GF0508;SPC AR N     -   191,630.      263,200.      MT  (+/- 180 meters Scaled)
 GF0508
 GF0508                          SUPERSEDED SURVEY CONTROL
 GF0508
 GF0508  NGVD 29 (??/??/92)  411.851  (m)         1351.21   (f) ADJ UNCH    2 0
 GF0508
 GF0508.Superseded values are not recommended for survey control.
 GF0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0508.See file dsdata.txt to determine how the superseded data were derived.
 GF0508
 GF0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV533897(NAD 83)
 GF0508_MARKER: DB = BENCH MARK DISK
 GF0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0508_SP_SET: BRIDGE
 GF0508_STAMPING: K 145 1935
 GF0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0508
 GF0508  HISTORY     - Date     Condition        Report By
 GF0508  HISTORY     - 1935     MONUMENTED       CGS
 GF0508  HISTORY     - 1935     GOOD             NGS
 GF0508  HISTORY     - 1987     GOOD             USPSQD
 GF0508  HISTORY     - 1989     GOOD             USPSQD
 GF0508
 GF0508                          STATION DESCRIPTION
 GF0508
 GF0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0508'AT KINGSTON.
 GF0508'AT KINGSTON, MADISON COUNTY, 110 FEET NORTH OF THE NORTHWEST
 GF0508'CORNER OF THE BUNCH TRADING CO. STORE, 14 FEET EAST OF THE
 GF0508'CENTERLINE OF STATE HIGHWAY 21, IN A CONCRETE BRIDGE OVER MAXWELL
 GF0508'CREEK, 1 FOOT SOUTHEAST OF THE SOUTH END OF THE BANISTER, AND IN
 GF0508'THE EAST WING WALL OF THE SOUTH ABUTMENT.  A STANDARD DISK,
 GF0508'STAMPED K 145 1935.
 GF0508
 GF0508                          STATION RECOVERY (1987)
 GF0508
 GF0508'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0508'RECOVERED IN GOOD CONDITION.
 GF0508
 GF0508                          STATION RECOVERY (1989)
 GF0508
 GF0508'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 GF0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0724 ***********************************************************************
 FG0724  DESIGNATION -  K 146
 FG0724  PID         -  FG0724
 FG0724  STATE/COUNTY-  AR/SEARCY
 FG0724  USGS QUAD   -  SNOWBALL (1980)
 FG0724
 FG0724                         *CURRENT SURVEY CONTROL
 FG0724  ___________________________________________________________________
 FG0724* NAD 83(1986)-  35 59 26.     (N)    092 51 27.     (W)     SCALED    
 FG0724* NAVD 88     -       284.349  (meters)     932.90   (feet)  ADJUSTED  
 FG0724  ___________________________________________________________________
 FG0724  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FG0724  DYNAMIC HT  -         284.092 (meters)     932.06  (feet)  COMP
 FG0724  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 FG0724
 FG0724  VERT ORDER  -  SECOND    CLASS 0
 FG0724
 FG0724.The horizontal coordinates were scaled from a topographic map and have
 FG0724.an estimated accuracy of +/- 6 seconds.
 FG0724
 FG0724.The orthometric height was determined by differential leveling
 FG0724.and adjusted by the National Geodetic Survey in June 1991..
 FG0724
 FG0724.The geoid height was determined by GEOID03.
 FG0724
 FG0724.The dynamic height is computed by dividing the NAVD 88
 FG0724.geopotential number by the normal gravity value computed on the
 FG0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0724.degrees latitude (g = 980.6199 gals.).
 FG0724
 FG0724.The modeled gravity was interpolated from observed gravity values.
 FG0724
 FG0724;                    North         East    Units  Estimated Accuracy
 FG0724;SPC AR N     -   184,190.      322,680.      MT  (+/- 180 meters Scaled)
 FG0724
 FG0724                          SUPERSEDED SURVEY CONTROL
 FG0724
 FG0724  NGVD 29 (??/??/92)  284.230  (m)          932.51   (f) ADJ UNCH    2 0
 FG0724
 FG0724.Superseded values are not recommended for survey control.
 FG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0724.See file dsdata.txt to determine how the superseded data were derived.
 FG0724
 FG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV128829(NAD 83)
 FG0724_MARKER: DB = BENCH MARK DISK
 FG0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0724_STAMPING: K 146 1935
 FG0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0724+STABILITY: SURFACE MOTION
 FG0724
 FG0724  HISTORY     - Date     Condition        Report By
 FG0724  HISTORY     - 1935     MONUMENTED       CGS
 FG0724  HISTORY     - 1975     MARK NOT FOUND   USGS
 FG0724
 FG0724                          STATION DESCRIPTION
 FG0724
 FG0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0724'1.9 MI NE FROM WOLEM.
 FG0724'1.9 MILES NORTHEAST ALONG THE RICHLAND ROAD FROM THE JUNCTION OF THE
 FG0724'SNOWBALL ROAD NEAR WOLEM, SEARCY COUNTY, 150 FEET NORTHEAST OF THE
 FG0724'NORTHEAST CORNER OF THE W. B. WRIGHT FARMHOUSE, 100 FEET EAST OF THE
 FG0724'NORTHEAST CORNER OF A LOG BARN, 24 FEET WEST OF THE CENTERLINE OF THE
 FG0724'ROAD, 12 FEET WEST OF A SMALL OAK TREE GROWING ON THE WEST SIDE OF THE
 FG0724'ROAD, 10 1/2 FEET WEST OF A SOUTHEAST FENCE CORNER, AND 1 1/2 FEET
 FG0724'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED K 146 1935 AND SET IN THE
 FG0724'TOP OF A CONCRETE POST.
 FG0724
 FG0724                          STATION RECOVERY (1975)
 FG0724
 FG0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FG0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0668 ***********************************************************************
 FG0668  DESIGNATION -  K 148
 FG0668  PID         -  FG0668
 FG0668  STATE/COUNTY-  AR/POPE
 FG0668  USGS QUAD   -  LOST CORNER (1980)
 FG0668
 FG0668                         *CURRENT SURVEY CONTROL
 FG0668  ___________________________________________________________________
 FG0668* NAD 83(1986)-  35 34 20.     (N)    092 49 58.     (W)     SCALED    
 FG0668* NAVD 88     -       511.208  (meters)    1677.19   (feet)  ADJUSTED  
 FG0668  ___________________________________________________________________
 FG0668  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FG0668  DYNAMIC HT  -         510.710 (meters)    1675.55  (feet)  COMP
 FG0668  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 FG0668
 FG0668  VERT ORDER  -  SECOND    CLASS 0
 FG0668
 FG0668.The horizontal coordinates were scaled from a topographic map and have
 FG0668.an estimated accuracy of +/- 6 seconds.
 FG0668
 FG0668.The orthometric height was determined by differential leveling
 FG0668.and adjusted by the National Geodetic Survey in June 1991..
 FG0668
 FG0668.The geoid height was determined by GEOID03.
 FG0668
 FG0668.The dynamic height is computed by dividing the NAVD 88
 FG0668.geopotential number by the normal gravity value computed on the
 FG0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0668.degrees latitude (g = 980.6199 gals.).
 FG0668
 FG0668.The modeled gravity was interpolated from observed gravity values.
 FG0668
 FG0668;                    North         East    Units  Estimated Accuracy
 FG0668;SPC AR N     -   137,760.      324,520.      MT  (+/- 180 meters Scaled)
 FG0668
 FG0668                          SUPERSEDED SURVEY CONTROL
 FG0668
 FG0668  NGVD 29 (??/??/92)  511.146  (m)         1676.98   (f) ADJ UNCH    2 0
 FG0668
 FG0668.Superseded values are not recommended for survey control.
 FG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0668.See file dsdata.txt to determine how the superseded data were derived.
 FG0668
 FG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV151365(NAD 83)
 FG0668_MARKER: DB = BENCH MARK DISK
 FG0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0668_STAMPING: K 148 1935
 FG0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0668+STABILITY: SURFACE MOTION
 FG0668
 FG0668  HISTORY     - Date     Condition        Report By
 FG0668  HISTORY     - 1935     MONUMENTED       CGS
 FG0668
 FG0668                          STATION DESCRIPTION
 FG0668
 FG0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0668'IN LOST CORNER.
 FG0668'AT LOST CORNER, POPE COUNTY, 61 FEET EAST OF THE POST OFFICE, 43 FEET
 FG0668'SOUTH OF THE STONE CHIMNEY AT THE SOUTHWEST END OF THE G. D. NAPIER
 FG0668'RESIDENCE, 33 FEET NORTHWEST OF THE CENTERLINE OF THE CLEVELAND ROAD,
 FG0668'13 1/2 FEET NORTHWEST OF A SOUTH FENCE CORNER, 10 1/2 FEET SOUTHEAST
 FG0668'OF A 16-INCH HICKORY TREE, 9 1/2 FEET NORTHWEST OF A POLE, AND 2 FEET
 FG0668'SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED K 148 1935 AND SET IN
 FG0668'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0594 ***********************************************************************
 FG0594  DESIGNATION -  K 149
 FG0594  PID         -  FG0594
 FG0594  STATE/COUNTY-  AR/SEARCY
 FG0594  USGS QUAD   -  SNOWBALL (1980)
 FG0594
 FG0594                         *CURRENT SURVEY CONTROL
 FG0594  ___________________________________________________________________
 FG0594* NAD 83(1986)-  35 54 24.     (N)    092 49 16.     (W)     SCALED    
 FG0594* NAVD 88     -       234.287  (meters)     768.66   (feet)  ADJUSTED  
 FG0594  ___________________________________________________________________
 FG0594  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG0594  DYNAMIC HT  -         234.075 (meters)     767.96  (feet)  COMP
 FG0594  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 FG0594
 FG0594  VERT ORDER  -  SECOND    CLASS 0
 FG0594
 FG0594.The horizontal coordinates were scaled from a topographic map and have
 FG0594.an estimated accuracy of +/- 6 seconds.
 FG0594
 FG0594.The orthometric height was determined by differential leveling
 FG0594.and adjusted by the National Geodetic Survey in June 1991..
 FG0594
 FG0594.The geoid height was determined by GEOID03.
 FG0594
 FG0594.The dynamic height is computed by dividing the NAVD 88
 FG0594.geopotential number by the normal gravity value computed on the
 FG0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0594.degrees latitude (g = 980.6199 gals.).
 FG0594
 FG0594.The modeled gravity was interpolated from observed gravity values.
 FG0594
 FG0594;                    North         East    Units  Estimated Accuracy
 FG0594;SPC AR N     -   174,860.      325,880.      MT  (+/- 180 meters Scaled)
 FG0594
 FG0594                          SUPERSEDED SURVEY CONTROL
 FG0594
 FG0594  NGVD 29 (??/??/92)  234.186  (m)          768.33   (f) ADJ UNCH    2 0
 FG0594
 FG0594.Superseded values are not recommended for survey control.
 FG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0594.See file dsdata.txt to determine how the superseded data were derived.
 FG0594
 FG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV161736(NAD 83)
 FG0594_MARKER: DB = BENCH MARK DISK
 FG0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0594_STAMPING: K 149 1935
 FG0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0594+STABILITY: SURFACE MOTION
 FG0594
 FG0594  HISTORY     - Date     Condition        Report By
 FG0594  HISTORY     - 1935     MONUMENTED       CGS
 FG0594
 FG0594                          STATION DESCRIPTION
 FG0594
 FG0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0594'IN SNOWBALL.
 FG0594'AT SNOWBALL, SEARCY COUNTY, 120 FEET NORTH OF THE POST OFFICE, 51 FEET
 FG0594'EAST OF THE JUNCTION OF THE SLAY BRANCH ROAD AND THE POINT PETER
 FG0594'MOUNTAIN ROAD, 38 FEET WEST OF THE NORTHWEST CORNER OF THE B. T.
 FG0594'CAMPBELL RESIDENCE, 8 FEET NORTHEAST OF A SOUTHWEST FENCE CORNER, AND
 FG0594'1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED K 149 1935 AND SET
 FG0594'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1257 ***********************************************************************
 EH1257  DESIGNATION -  K 15
 EH1257  PID         -  EH1257
 EH1257  STATE/COUNTY-  AR/LEE
 EH1257  USGS QUAD   -  GARRETT GROVE (1971)
 EH1257
 EH1257                         *CURRENT SURVEY CONTROL
 EH1257  ___________________________________________________________________
 EH1257* NAD 83(1986)-  34 51 09.     (N)    091 03 01.     (W)     SCALED    
 EH1257* NAVD 88     -        59.740  (meters)     196.00   (feet)  ADJUSTED  
 EH1257  ___________________________________________________________________
 EH1257  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1257  DYNAMIC HT  -          59.685 (meters)     195.82  (feet)  COMP
 EH1257  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 EH1257
 EH1257  VERT ORDER  -  FIRST     CLASS II
 EH1257
 EH1257.The horizontal coordinates were scaled from a topographic map and have
 EH1257.an estimated accuracy of +/- 6 seconds.
 EH1257
 EH1257.The orthometric height was determined by differential leveling
 EH1257.and adjusted by the National Geodetic Survey in June 1991..
 EH1257
 EH1257.The geoid height was determined by GEOID03.
 EH1257
 EH1257.The dynamic height is computed by dividing the NAVD 88
 EH1257.geopotential number by the normal gravity value computed on the
 EH1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1257.degrees latitude (g = 980.6199 gals.).
 EH1257
 EH1257.The modeled gravity was interpolated from observed gravity values.
 EH1257
 EH1257;                    North         East    Units  Estimated Accuracy
 EH1257;SPC AR S     -   642,850.      486,850.      MT  (+/- 180 meters Scaled)
 EH1257
 EH1257                          SUPERSEDED SURVEY CONTROL
 EH1257
 EH1257  NGVD 29 (??/??/??)   59.744  (m)          196.01   (f) ADJUSTED    1 2
 EH1257
 EH1257.Superseded values are not recommended for survey control.
 EH1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1257.See file dsdata.txt to determine how the superseded data were derived.
 EH1257
 EH1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU782584(NAD 83)
 EH1257_MARKER: DB = BENCH MARK DISK
 EH1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1257_STAMPING: 195.892 K 15 1932
 EH1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1257+STABILITY: SURFACE MOTION
 EH1257
 EH1257  HISTORY     - Date     Condition        Report By
 EH1257  HISTORY     - 1932     MONUMENTED       CGS
 EH1257  HISTORY     - 1955     GOOD             CGS
 EH1257  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH1257
 EH1257                          STATION DESCRIPTION
 EH1257
 EH1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1257'7.25 MI NW FROM MORO.
 EH1257'ABOUT 5.15 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH1257'AT MORO, THENCE ABOUT 2.1 MILES WEST AND SOUTHWEST ALONG A DIRT ROAD,
 EH1257'AT CROSSING OF ABANDONED MISSOURI AND ARKANSAS RAILROAD, 56 FEET NORTH
 EH1257'OF CENTER LINE OF DIRT ROAD, 60 FEET NORTH OF CENTER OF CROSSING OF
 EH1257'ROAD AND ABANDONED RAILROAD, 52 FEET NORTHWEST OF A FENCE CORNER, 1
 EH1257'1/2 FEET SOUTHWEST OF A FENCE LINE, ABOUT 2 1/2 FEET ABOVE LEVEL OF
 EH1257'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EH1257
 EH1257                          STATION RECOVERY (1970)
 EH1257
 EH1257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2358 ***********************************************************************
 EH2358  DESIGNATION -  K 15 605
 EH2358  PID         -  EH2358
 EH2358  STATE/COUNTY-  AR/PRAIRIE
 EH2358  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2358
 EH2358                         *CURRENT SURVEY CONTROL
 EH2358  ___________________________________________________________________
 EH2358* NAD 83(1986)-  34 35 37.     (N)    091 34 31.     (W)     SCALED    
 EH2358* NAVD 88     -        66.911  (meters)     219.52   (feet)  ADJUSTED  
 EH2358  ___________________________________________________________________
 EH2358  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EH2358  DYNAMIC HT  -          66.847 (meters)     219.31  (feet)  COMP
 EH2358  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 EH2358
 EH2358  VERT ORDER  -  FIRST     CLASS II
 EH2358
 EH2358.This mark is at Stuttgart Airport (SGT)
 EH2358
 EH2358.The horizontal coordinates were scaled from a topographic map and have
 EH2358.an estimated accuracy of +/- 6 seconds.
 EH2358
 EH2358.The orthometric height was determined by differential leveling
 EH2358.and adjusted by the National Geodetic Survey in June 1991..
 EH2358
 EH2358.The geoid height was determined by GEOID03.
 EH2358
 EH2358.The dynamic height is computed by dividing the NAVD 88
 EH2358.geopotential number by the normal gravity value computed on the
 EH2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2358.degrees latitude (g = 980.6199 gals.).
 EH2358
 EH2358.The modeled gravity was interpolated from observed gravity values.
 EH2358
 EH2358;                    North         East    Units  Estimated Accuracy
 EH2358;SPC AR S     -   613,810.      438,960.      MT  (+/- 180 meters Scaled)
 EH2358
 EH2358                          SUPERSEDED SURVEY CONTROL
 EH2358
 EH2358  NGVD 29 (??/??/??)   66.936  (m)          219.61   (f) ADJUSTED    1 2
 EH2358
 EH2358.Superseded values are not recommended for survey control.
 EH2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2358.See file dsdata.txt to determine how the superseded data were derived.
 EH2358
 EH2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU306289(NAD 83)
 EH2358_MARKER: DD = SURVEY DISK
 EH2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2358_STAMPING: K 15605
 EH2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2358+STABILITY: SURFACE MOTION
 EH2358
 EH2358  HISTORY     - Date     Condition        Report By
 EH2358  HISTORY     - UNK      MONUMENTED       DOD
 EH2358  HISTORY     - 1954     GOOD             CGS
 EH2358  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2358  HISTORY     - 20040420 MARK NOT FOUND   WOOLPT
 EH2358
 EH2358                          STATION DESCRIPTION
 EH2358
 EH2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2358'7.8 MI N FROM STUTTGART.
 EH2358'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2358'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2358'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2358'ALONG STATE HIGHWAYS 11 AND 30, THENCE 4.0 MILES NORTH ALONG STATE
 EH2358'HIGHWAY 11, THENCE 1.0 MILE WEST ALONG A ROAD LEADING TO THE STUTTGART
 EH2358'AIRPORT, 0.1 MILE SOUTH OF THE SOUTH HANGAR AT THE AIRPORT, 0.2 MILE
 EH2358'NORTHWEST OF THE SOUTHEAST SIDE OF A CONCRETE APRON, 33 FEET SOUTH OF
 EH2358'THE CENTER LINE OF A ROAD, 2.5 FEET NORTHEAST OF THE NORTHEAST SIDE OF
 EH2358'A CONCRETE APRON, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 EH2358'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH2358
 EH2358                          STATION RECOVERY (2003)
 EH2358
 EH2358'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2358'MARK NOT FOUND.
 EH2358
 EH2358                          STATION RECOVERY (2004)
 EH2358
 EH2358'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 EH2358'STATION WAS SEARCH FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0635 ***********************************************************************
 FG0635  DESIGNATION -  K 150
 FG0635  PID         -  FG0635
 FG0635  STATE/COUNTY-  AR/VAN BUREN
 FG0635  USGS QUAD   -  BOTKINBURG (1965)
 FG0635
 FG0635                         *CURRENT SURVEY CONTROL
 FG0635  ___________________________________________________________________
 FG0635* NAD 83(1986)-  35 41 23.     (N)    092 36 18.     (W)     SCALED    
 FG0635* NAVD 88     -       367.890  (meters)    1206.99   (feet)  ADJUSTED  
 FG0635  ___________________________________________________________________
 FG0635  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0635  DYNAMIC HT  -         367.539 (meters)    1205.83  (feet)  COMP
 FG0635  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FG0635
 FG0635  VERT ORDER  -  SECOND    CLASS 0
 FG0635
 FG0635.The horizontal coordinates were scaled from a topographic map and have
 FG0635.an estimated accuracy of +/- 6 seconds.
 FG0635
 FG0635.The orthometric height was determined by differential leveling
 FG0635.and adjusted by the National Geodetic Survey in June 1991..
 FG0635
 FG0635.The geoid height was determined by GEOID03.
 FG0635
 FG0635.The dynamic height is computed by dividing the NAVD 88
 FG0635.geopotential number by the normal gravity value computed on the
 FG0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0635.degrees latitude (g = 980.6199 gals.).
 FG0635
 FG0635.The modeled gravity was interpolated from observed gravity values.
 FG0635
 FG0635;                    North         East    Units  Estimated Accuracy
 FG0635;SPC AR N     -   150,650.      345,240.      MT  (+/- 180 meters Scaled)
 FG0635
 FG0635                          SUPERSEDED SURVEY CONTROL
 FG0635
 FG0635  NGVD 29 (??/??/92)  367.788  (m)         1206.65   (f) ADJ UNCH    2 0
 FG0635
 FG0635.Superseded values are not recommended for survey control.
 FG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0635.See file dsdata.txt to determine how the superseded data were derived.
 FG0635
 FG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV357496(NAD 83)
 FG0635_MARKER: DB = BENCH MARK DISK
 FG0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0635_STAMPING: K 150 1935
 FG0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0635+STABILITY: SURFACE MOTION
 FG0635
 FG0635  HISTORY     - Date     Condition        Report By
 FG0635  HISTORY     - 1935     MONUMENTED       CGS
 FG0635  HISTORY     - 1964     MARK NOT FOUND   NGS
 FG0635
 FG0635                          STATION DESCRIPTION
 FG0635
 FG0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FG0635'2.3 MI NE FROM COPELAND.
 FG0635'2.3 MILES NORTHEAST ALONG THE DENNARD ROAD FROM THE JUNCTION OF STATE
 FG0635'HIGHWAY 16 AT COPELAND, VAN BUREN COUNTY, 31 FEET NORTHWEST OF THE
 FG0635'NORTHWEST CORNER OF THE EARL ARNHART FARMHOUSE, 27 FEET SOUTHEAST OF
 FG0635'THE CENTERLINE OF THE ROAD, 18 FEET SOUTHWEST OF A GATE, AND 1 FOOT
 FG0635'EAST OF A NORTHWEST FENCE CORNER.  A STANDARD DISK, STAMPED K 150 1935
 FG0635'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1226 ***********************************************************************
 EJ1226  DESIGNATION -  K 151
 EJ1226  PID         -  EJ1226
 EJ1226  STATE/COUNTY-  AR/CLARK
 EJ1226  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1226
 EJ1226                         *CURRENT SURVEY CONTROL
 EJ1226  ___________________________________________________________________
 EJ1226* NAD 83(1986)-  34 04 40.     (N)    093 11 20.     (W)     SCALED    
 EJ1226* NAVD 88     -        79.918  (meters)     262.20   (feet)  ADJUSTED  
 EJ1226  ___________________________________________________________________
 EJ1226  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EJ1226  DYNAMIC HT  -          79.838 (meters)     261.94  (feet)  COMP
 EJ1226  MODELED GRAV-     979,633.0   (mgal)                       NAVD 88
 EJ1226
 EJ1226  VERT ORDER  -  SECOND    CLASS 0
 EJ1226
 EJ1226.The horizontal coordinates were scaled from a topographic map and have
 EJ1226.an estimated accuracy of +/- 6 seconds.
 EJ1226
 EJ1226.The orthometric height was determined by differential leveling
 EJ1226.and adjusted by the National Geodetic Survey in June 1991..
 EJ1226
 EJ1226.The geoid height was determined by GEOID03.
 EJ1226
 EJ1226.The dynamic height is computed by dividing the NAVD 88
 EJ1226.geopotential number by the normal gravity value computed on the
 EJ1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1226.degrees latitude (g = 980.6199 gals.).
 EJ1226
 EJ1226.The modeled gravity was interpolated from observed gravity values.
 EJ1226
 EJ1226;                    North         East    Units  Estimated Accuracy
 EJ1226;SPC AR S     -   557,150.      290,280.      MT  (+/- 180 meters Scaled)
 EJ1226
 EJ1226                          SUPERSEDED SURVEY CONTROL
 EJ1226
 EJ1226  NGVD 29 (??/??/92)   79.926  (m)          262.22   (f) ADJ UNCH    2 0
 EJ1226
 EJ1226.Superseded values are not recommended for survey control.
 EJ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1226.See file dsdata.txt to determine how the superseded data were derived.
 EJ1226
 EJ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT825707(NAD 83)
 EJ1226_MARKER: DB = BENCH MARK DISK
 EJ1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1226_STAMPING: K 151 1935
 EJ1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1226+STABILITY: SURFACE MOTION
 EJ1226
 EJ1226  HISTORY     - Date     Condition        Report By
 EJ1226  HISTORY     - 1935     MONUMENTED       CGS
 EJ1226  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1226
 EJ1226                          STATION DESCRIPTION
 EJ1226
 EJ1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1226'9.4 MI SW FROM ARKADELPHIA.
 EJ1226'9.4 MILES SOUTHWEST ALONG STATE HIGHWAY 51 FROM THE POST OFFICE AT
 EJ1226'ARKADELPHIA, 1.7 MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 26,
 EJ1226'0.2 MILE SOUTH OF A CURVE IN THE HIGHWAY, 65 FEET WEST OF THE
 EJ1226'CENTERLINE OF THE HIGHWAY, 46 FEET SOUTH OF THE CENTERLINE OF A
 EJ1226'DRIVEWAY, 25.1 FEET NORTH OF THE CENTER OF A GATE TO THE GARGIN
 EJ1226'FARMHOUSE, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED K
 EJ1226'151 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1226
 EJ1226                          STATION RECOVERY (1964)
 EJ1226
 EJ1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0672 ***********************************************************************
 EJ0672  DESIGNATION -  K 152
 EJ0672  PID         -  EJ0672
 EJ0672  STATE/COUNTY-  AR/HOT SPRING
 EJ0672  USGS QUAD   -  DONALDSON (1984)
 EJ0672
 EJ0672                         *CURRENT SURVEY CONTROL
 EJ0672  ___________________________________________________________________
 EJ0672* NAD 83(1986)-  34 14 29.     (N)    092 55 11.     (W)     SCALED    
 EJ0672* NAVD 88     -        68.496  (meters)     224.72   (feet)  ADJUSTED  
 EJ0672  ___________________________________________________________________
 EJ0672  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EJ0672  DYNAMIC HT  -          68.429 (meters)     224.50  (feet)  COMP
 EJ0672  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 EJ0672
 EJ0672  VERT ORDER  -  FIRST     CLASS II
 EJ0672
 EJ0672.The horizontal coordinates were scaled from a topographic map and have
 EJ0672.an estimated accuracy of +/- 6 seconds.
 EJ0672
 EJ0672.The orthometric height was determined by differential leveling
 EJ0672.and adjusted by the National Geodetic Survey in June 1991..
 EJ0672
 EJ0672.The geoid height was determined by GEOID03.
 EJ0672
 EJ0672.The dynamic height is computed by dividing the NAVD 88
 EJ0672.geopotential number by the normal gravity value computed on the
 EJ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0672.degrees latitude (g = 980.6199 gals.).
 EJ0672
 EJ0672.The modeled gravity was interpolated from observed gravity values.
 EJ0672
 EJ0672;                    North         East    Units  Estimated Accuracy
 EJ0672;SPC AR S     -   575,040.      315,280.      MT  (+/- 180 meters Scaled)
 EJ0672
 EJ0672                          SUPERSEDED SURVEY CONTROL
 EJ0672
 EJ0672  NGVD 29 (??/??/92)   68.510  (m)          224.77   (f) ADJ UNCH    1 2
 EJ0672
 EJ0672.Superseded values are not recommended for survey control.
 EJ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0672.See file dsdata.txt to determine how the superseded data were derived.
 EJ0672
 EJ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT073889(NAD 83)
 EJ0672_MARKER: DB = BENCH MARK DISK
 EJ0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0672_SP_SET: CULVERT
 EJ0672_STAMPING: K-152 1935
 EJ0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0672
 EJ0672  HISTORY     - Date     Condition        Report By
 EJ0672  HISTORY     - 1935     MONUMENTED       CGS
 EJ0672
 EJ0672                          STATION DESCRIPTION
 EJ0672
 EJ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0672'0.4 MI N FROM DONALDSON.
 EJ0672'0.4 MILES NORTH OF, ALONG THE M.P. RAILROAD FROM RY. STATION.  AT A
 EJ0672'DOUBLE (8X6) CONCRETE BOX-CULVERT AT POLE 399+11.  13.5 FEET EAST OF
 EJ0672'THE RAILROAD CENTERLINE.  TABLET SET IN TOP OF THE SOUTH END OF THE
 EJ0672'EAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0805 ***********************************************************************
 FG0805  DESIGNATION -  K 156
 FG0805  PID         -  FG0805
 FG0805  STATE/COUNTY-  AR/NEWTON
 FG0805  USGS QUAD   -  FALLSVILLE (1975)
 FG0805
 FG0805                         *CURRENT SURVEY CONTROL
 FG0805  ___________________________________________________________________
 FG0805* NAD 83(1986)-  35 51 52.     (N)    093 22 41.     (W)     SCALED    
 FG0805* NAVD 88     -       653.778  (meters)    2144.94   (feet)  ADJUSTED  
 FG0805  ___________________________________________________________________
 FG0805  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0805  DYNAMIC HT  -         653.141 (meters)    2142.85  (feet)  COMP
 FG0805  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 FG0805
 FG0805  VERT ORDER  -  SECOND    CLASS 0
 FG0805
 FG0805.The horizontal coordinates were scaled from a topographic map and have
 FG0805.an estimated accuracy of +/- 6 seconds.
 FG0805
 FG0805.The orthometric height was determined by differential leveling
 FG0805.and adjusted by the National Geodetic Survey in June 1991..
 FG0805
 FG0805.The geoid height was determined by GEOID03.
 FG0805
 FG0805.The dynamic height is computed by dividing the NAVD 88
 FG0805.geopotential number by the normal gravity value computed on the
 FG0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0805.degrees latitude (g = 980.6199 gals.).
 FG0805
 FG0805.The modeled gravity was interpolated from observed gravity values.
 FG0805
 FG0805;                    North         East    Units  Estimated Accuracy
 FG0805;SPC AR N     -   170,740.      275,550.      MT  (+/- 180 meters Scaled)
 FG0805
 FG0805                          SUPERSEDED SURVEY CONTROL
 FG0805
 FG0805  NGVD 29 (??/??/92)  653.686  (m)         2144.63   (f) ADJ UNCH    2 0
 FG0805
 FG0805.Superseded values are not recommended for survey control.
 FG0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0805.See file dsdata.txt to determine how the superseded data were derived.
 FG0805
 FG0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV658689(NAD 83)
 FG0805_MARKER: DB = BENCH MARK DISK
 FG0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0805_STAMPING: K 156 1935
 FG0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0805+STABILITY: SURFACE MOTION
 FG0805
 FG0805  HISTORY     - Date     Condition        Report By
 FG0805  HISTORY     - 1935     MONUMENTED       CGS
 FG0805
 FG0805                          STATION DESCRIPTION
 FG0805
 FG0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0805'1.4 MI W FROM SWAIN.
 FG0805'1.4 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL AT SWAIN, NEWTON
 FG0805'COUNTY, 1.7 MILES NORTH ALONG STATE HIGHWAY 21, 300 FEET SOUTHEAST OF
 FG0805'A DIP IN THE HIGHWAY, 150 FEET NORTHWEST OF A SAWMILL, 48 FEET
 FG0805'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 66 FEET EAST OF THE
 FG0805'SOUTHEAST END OF A RAIL FENCE, AND 17 FEET SOUTH OF A 10-INCH HICKORY
 FG0805'TREE.  A STANDARD DISK, STAMPED K 156 1935 AND SET IN THE TOP OF A
 FG0805'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0558 ***********************************************************************
 GF0558  DESIGNATION -  K 157
 GF0558  PID         -  GF0558
 GF0558  STATE/COUNTY-  AR/CARROLL
 GF0558  USGS QUAD   -  BERRYVILLE (1972)
 GF0558
 GF0558                         *CURRENT SURVEY CONTROL
 GF0558  ___________________________________________________________________
 GF0558* NAD 83(1986)-  36 17 02.     (N)    093 36 00.     (W)     SCALED    
 GF0558* NAVD 88     -       518.367  (meters)    1700.68   (feet)  ADJUSTED  
 GF0558  ___________________________________________________________________
 GF0558  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GF0558  DYNAMIC HT  -         517.895 (meters)    1699.13  (feet)  COMP
 GF0558  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 GF0558
 GF0558  VERT ORDER  -  SECOND    CLASS 0
 GF0558
 GF0558.The horizontal coordinates were scaled from a topographic map and have
 GF0558.an estimated accuracy of +/- 6 seconds.
 GF0558
 GF0558.The orthometric height was determined by differential leveling
 GF0558.and adjusted by the National Geodetic Survey in June 1991..
 GF0558
 GF0558.The geoid height was determined by GEOID03.
 GF0558
 GF0558.The dynamic height is computed by dividing the NAVD 88
 GF0558.geopotential number by the normal gravity value computed on the
 GF0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0558.degrees latitude (g = 980.6199 gals.).
 GF0558
 GF0558.The modeled gravity was interpolated from observed gravity values.
 GF0558
 GF0558;                    North         East    Units  Estimated Accuracy
 GF0558;SPC AR N     -   217,570.      256,260.      MT  (+/- 180 meters Scaled)
 GF0558
 GF0558                          SUPERSEDED SURVEY CONTROL
 GF0558
 GF0558  NGVD 29 (??/??/92)  518.226  (m)         1700.21   (f) ADJ UNCH    2 0
 GF0558
 GF0558.Superseded values are not recommended for survey control.
 GF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0558.See file dsdata.txt to determine how the superseded data were derived.
 GF0558
 GF0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA461156(NAD 83)
 GF0558_MARKER: DB = BENCH MARK DISK
 GF0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0558_STAMPING: K 157 1935
 GF0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0558+STABILITY: SURFACE MOTION
 GF0558
 GF0558  HISTORY     - Date     Condition        Report By
 GF0558  HISTORY     - 1935     MONUMENTED       CGS
 GF0558
 GF0558                          STATION DESCRIPTION
 GF0558
 GF0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0558'5.8 MI E FROM ROCKHOUSE.
 GF0558'IN CARROLL COUNTY, 5.8 MILES EAST ALONG THE CABANAL ROAD FROM
 GF0558'THE POST OFFICE AT ROCKHOUSE, MADISON COUNTY, ON PENSION MOUNTAIN,
 GF0558'59 FEET WEST OF THE NORTHWEST CORNER OF THE LESLEY CLARK
 GF0558'FARMHOUSE, 29 FEET EAST OF THE CENTERLINE OF THE ROAD, 7 FEET
 GF0558'WEST OF A NORTHWEST FENCE CORNER, AND 1 1/2 FEET SOUTHWEST OF A
 GF0558'FENCE.  A STANDARD DISK, STAMPED K 157 1935 AND SET IN THE TOP
 GF0558'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0385 ***********************************************************************
 GF0385  DESIGNATION -  K 159
 GF0385  PID         -  GF0385
 GF0385  STATE/COUNTY-  AR/BOONE
 GF0385  USGS QUAD   -  GAITHER (1967)
 GF0385
 GF0385                         *CURRENT SURVEY CONTROL
 GF0385  ___________________________________________________________________
 GF0385* NAD 83(1986)-  36 11 27.     (N)    093 10 39.     (W)     SCALED    
 GF0385* NAVD 88     -       374.567  (meters)    1228.89   (feet)  ADJUSTED  
 GF0385  ___________________________________________________________________
 GF0385  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GF0385  DYNAMIC HT  -         374.227 (meters)    1227.78  (feet)  COMP
 GF0385  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 GF0385
 GF0385  VERT ORDER  -  SECOND    CLASS 0
 GF0385
 GF0385.The horizontal coordinates were scaled from a topographic map and have
 GF0385.an estimated accuracy of +/- 6 seconds.
 GF0385
 GF0385.The orthometric height was determined by differential leveling
 GF0385.and adjusted by the National Geodetic Survey in June 1991..
 GF0385
 GF0385.The geoid height was determined by GEOID03.
 GF0385
 GF0385.The dynamic height is computed by dividing the NAVD 88
 GF0385.geopotential number by the normal gravity value computed on the
 GF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0385.degrees latitude (g = 980.6199 gals.).
 GF0385
 GF0385.The modeled gravity was interpolated from observed gravity values.
 GF0385
 GF0385;                    North         East    Units  Estimated Accuracy
 GF0385;SPC AR N     -   206,710.      294,090.      MT  (+/- 180 meters Scaled)
 GF0385
 GF0385                          SUPERSEDED SURVEY CONTROL
 GF0385
 GF0385  NGVD 29 (??/??/92)  374.440  (m)         1228.48   (f) ADJ UNCH    2 0
 GF0385
 GF0385.Superseded values are not recommended for survey control.
 GF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0385.See file dsdata.txt to determine how the superseded data were derived.
 GF0385
 GF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA840051(NAD 83)
 GF0385_MARKER: DB = BENCH MARK DISK
 GF0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0385_STAMPING: K 159 1935
 GF0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0385+STABILITY: SURFACE MOTION
 GF0385
 GF0385  HISTORY     - Date     Condition        Report By
 GF0385  HISTORY     - 1935     MONUMENTED       CGS
 GF0385  HISTORY     - 1967     GOOD             USGS
 GF0385
 GF0385                          STATION DESCRIPTION
 GF0385
 GF0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0385'6.1 MI SW FROM HARRISON.
 GF0385'LOCATED 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE
 GF0385'SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN HARRISON, THENCE
 GF0385'TURN WEST ON A GRAVELED COUNTY ROAD FOR 3.5 MILES TO THE JUNCTION
 GF0385'WITH A ROAD LEADING SOUTH AND MR. HICKMANS HOUSE AND MARK ON
 GF0385'THE RIGHT.  IT IS 72.5 FEET NORTH OF THE CENTER OF THE COUNTY
 GF0385'ROAD, 103 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HICKMAN
 GF0385'HOUSE, 95 FEET NORTHEAST OF THE CENTER OF THE JUNCTION WITH THE
 GF0385'ROAD LEADING SOUTH, 55 FEET SOUTHEAST OF A 3-FOOT OAK TREE, 22
 GF0385'FEET NORTH OF A FENCE CORNER, 74 FEET EAST OF A POWER POLE
 GF0385'WITH A TRANSFORMER, 93 FEET EAST-SOUTHEAST OF THE CENTER OF A
 GF0385'STONE CURBED WELL, 1.5 FEET WEST OF A FENCE LINE AND 1 FOOT
 GF0385'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 GF0385'K 159 1935, SET IN THE TOP OF A 6-INCH SQUARE, PRECAST CONCRETE
 GF0385'POST PROJECTING 1 INCH.
 GF0385
 GF0385                          STATION RECOVERY (1967)
 GF0385
 GF0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GF0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1197 ***********************************************************************
 FF1197  DESIGNATION -  K 16
 FF1197  PID         -  FF1197
 FF1197  STATE/COUNTY-  AR/JACKSON
 FF1197  USGS QUAD   -  BEEDEVILLE (1980)
 FF1197
 FF1197                         *CURRENT SURVEY CONTROL
 FF1197  ___________________________________________________________________
 FF1197* NAD 83(1986)-  35 28 12.     (N)    091 06 54.     (W)     SCALED    
 FF1197* NAVD 88     -        67.324  (meters)     220.88   (feet)  ADJUSTED  
 FF1197  ___________________________________________________________________
 FF1197  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FF1197  DYNAMIC HT  -          67.265 (meters)     220.69  (feet)  COMP
 FF1197  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 FF1197
 FF1197  VERT ORDER  -  SECOND    CLASS 0
 FF1197
 FF1197.The horizontal coordinates were scaled from a topographic map and have
 FF1197.an estimated accuracy of +/- 6 seconds.
 FF1197
 FF1197.The orthometric height was determined by differential leveling
 FF1197.and adjusted by the National Geodetic Survey in June 1991..
 FF1197
 FF1197.The geoid height was determined by GEOID03.
 FF1197
 FF1197.The dynamic height is computed by dividing the NAVD 88
 FF1197.geopotential number by the normal gravity value computed on the
 FF1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1197.degrees latitude (g = 980.6199 gals.).
 FF1197
 FF1197.The modeled gravity was interpolated from observed gravity values.
 FF1197
 FF1197;                    North         East    Units  Estimated Accuracy
 FF1197;SPC AR N     -   126,460.      480,320.      MT  (+/- 180 meters Scaled)
 FF1197
 FF1197                          SUPERSEDED SURVEY CONTROL
 FF1197
 FF1197  NGVD 29 (??/??/??)   67.270  (m)          220.70   (f) ADJUSTED    2 0
 FF1197
 FF1197.Superseded values are not recommended for survey control.
 FF1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1197.See file dsdata.txt to determine how the superseded data were derived.
 FF1197
 FF1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV710267(NAD 83)
 FF1197_MARKER: DB = BENCH MARK DISK
 FF1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1197_STAMPING: 220.679 K 16 1932
 FF1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1197+STABILITY: SURFACE MOTION
 FF1197
 FF1197  HISTORY     - Date     Condition        Report By
 FF1197  HISTORY     - 1932     MONUMENTED       CGS
 FF1197  HISTORY     - 1975     POOR             USGS
 FF1197  HISTORY     - 20030611 MARK NOT FOUND   USACE
 FF1197
 FF1197                          STATION DESCRIPTION
 FF1197
 FF1197'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 FF1197'3 MI N FROM BEEDEVILLE.
 FF1197'3 MILES NORTH ALONG ST HWY 37 FROM BEEDEVILLE, JACKSON CO., AT THE
 FF1197'JUNCTION OF ST HWY 145; 62.5 FT WEST OF THE CENTERLINE OF ST HWY 145,
 FF1197'240 FT EAST OF THE CENTER DRIVE NORTH, AND 8 FT SOUTH OF THE SOUTH
 FF1197'WALL OF A CONCRETE CELLAR, A STANDARD DISK, STAMPED "220.679 K 16 1932
 FF1197', SET IN THE TOP OF A CONCRETE POST SETTING FLUSH WITH THE GROUND.
 FF1197
 FF1197                          STATION RECOVERY (2003)
 FF1197
 FF1197'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1313 ***********************************************************************
 EH1313  DESIGNATION -  K 16 62
 EH1313  PID         -  EH1313
 EH1313  STATE/COUNTY-  AR/ARKANSAS
 EH1313  USGS QUAD   -  GILLETT (1972)
 EH1313
 EH1313                         *CURRENT SURVEY CONTROL
 EH1313  ___________________________________________________________________
 EH1313* NAD 83(1986)-  34 06 58.     (N)    091 22 32.     (W)     SCALED    
 EH1313* NAVD 88     -        55.459  (meters)     181.95   (feet)  ADJUSTED  
 EH1313  ___________________________________________________________________
 EH1313  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EH1313  DYNAMIC HT  -          55.405 (meters)     181.77  (feet)  COMP
 EH1313  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 EH1313
 EH1313  VERT ORDER  -  FIRST     CLASS II
 EH1313
 EH1313.The horizontal coordinates were scaled from a topographic map and have
 EH1313.an estimated accuracy of +/- 6 seconds.
 EH1313
 EH1313.The orthometric height was determined by differential leveling
 EH1313.and adjusted by the National Geodetic Survey in August 1993..
 EH1313
 EH1313.The geoid height was determined by GEOID03.
 EH1313
 EH1313.The dynamic height is computed by dividing the NAVD 88
 EH1313.geopotential number by the normal gravity value computed on the
 EH1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1313.degrees latitude (g = 980.6199 gals.).
 EH1313
 EH1313.The modeled gravity was interpolated from observed gravity values.
 EH1313
 EH1313;                    North         East    Units  Estimated Accuracy
 EH1313;SPC AR S     -   560,940.      457,610.      MT  (+/- 180 meters Scaled)
 EH1313
 EH1313                          SUPERSEDED SURVEY CONTROL
 EH1313
 EH1313  NAVD 88 (06/15/91)   55.457  (m)          181.95   (f) UNKNOWN     1 2
 EH1313  NGVD 29 (??/??/??)   55.588  (m)          182.38   (f) ADJUSTED    1 2
 EH1313
 EH1313.Superseded values are not recommended for survey control.
 EH1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1313.See file dsdata.txt to determine how the superseded data were derived.
 EH1313
 EH1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT498762(NAD 83)
 EH1313_MARKER: DD = SURVEY DISK
 EH1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1313_STAMPING: K-16 62
 EH1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1313+STABILITY: SURFACE MOTION
 EH1313
 EH1313  HISTORY     - Date     Condition        Report By
 EH1313  HISTORY     - UNK      MONUMENTED       DOD
 EH1313  HISTORY     - 1935     GOOD             CGS
 EH1313  HISTORY     - 1955     MARK NOT FOUND   USGS
 EH1313
 EH1313                          STATION DESCRIPTION
 EH1313
 EH1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1313'IN GILLETT.
 EH1313'ABOUT 117 FEET SOUTHEAST OF SOUTHEAST CORNER OF ST. LOUIS SOUTHWESTERN
 EH1313'RY. STATION.  52.7 FEET EAST OF CENTERLINE OF MAIN LINE TRACK OF
 EH1313'RAILWAY.  27 FEET NORTH OF CENTERLINE OF EAST-WEST GRAVEL ROAD OR
 EH1313'STATE HWY. NO. 1.  2.5 FEET SOUTHEAST OF TELEPHONE POLE. TABLET SET IN
 EH1313'PRECAST CONCRETE POST.
 EH1313
 EH1313                          STATION RECOVERY (1955)
 EH1313
 EH1313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EH1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1301 ***********************************************************************
 EH1301  DESIGNATION -  K 16 81
 EH1301  PID         -  EH1301
 EH1301  STATE/COUNTY-  AR/ARKANSAS
 EH1301  USGS QUAD   -  ARKANSAS POST (1972)
 EH1301
 EH1301                         *CURRENT SURVEY CONTROL
 EH1301  ___________________________________________________________________
 EH1301* NAD 83(1986)-  34 01 59.     (N)    091 22 12.     (W)     SCALED    
 EH1301* NAVD 88     -        53.999  (meters)     177.16   (feet)  ADJUSTED  
 EH1301  ___________________________________________________________________
 EH1301  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH1301  DYNAMIC HT  -          53.946 (meters)     176.99  (feet)  COMP
 EH1301  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 EH1301
 EH1301  VERT ORDER  -  FIRST     CLASS II
 EH1301
 EH1301.The horizontal coordinates were scaled from a topographic map and have
 EH1301.an estimated accuracy of +/- 6 seconds.
 EH1301
 EH1301.The orthometric height was determined by differential leveling
 EH1301.and adjusted by the National Geodetic Survey in June 1991..
 EH1301
 EH1301.The geoid height was determined by GEOID03.
 EH1301
 EH1301.The dynamic height is computed by dividing the NAVD 88
 EH1301.geopotential number by the normal gravity value computed on the
 EH1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1301.degrees latitude (g = 980.6199 gals.).
 EH1301
 EH1301.The modeled gravity was interpolated from observed gravity values.
 EH1301
 EH1301;                    North         East    Units  Estimated Accuracy
 EH1301;SPC AR S     -   551,730.      458,180.      MT  (+/- 180 meters Scaled)
 EH1301
 EH1301                          SUPERSEDED SURVEY CONTROL
 EH1301
 EH1301  NGVD 29 (??/??/??)   54.136  (m)          177.61   (f) ADJUSTED    1 2
 EH1301
 EH1301.Superseded values are not recommended for survey control.
 EH1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1301.See file dsdata.txt to determine how the superseded data were derived.
 EH1301
 EH1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT504670(NAD 83)
 EH1301_MARKER: DD = SURVEY DISK
 EH1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1301_STAMPING: K-16-81
 EH1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1301+STABILITY: SURFACE MOTION
 EH1301
 EH1301  HISTORY     - Date     Condition        Report By
 EH1301  HISTORY     - UNK      MONUMENTED       DOD
 EH1301  HISTORY     - 1955     GOOD             CGS
 EH1301  HISTORY     - 1976     POOR             NGS
 EH1301
 EH1301                          STATION DESCRIPTION
 EH1301
 EH1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1301'6.0 MI S FROM GILLETT.
 EH1301'6.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1301'SOUTHWESTERN RAILROAD STATION AT GILLETT, AT A CURVE IN THE HIGHWAY,
 EH1301'39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHWEST
 EH1301'OF THE CENTER LINE OF A ROAD LEADING SOUTHEAST, 3 FEET SOUTH OF A
 EH1301'FENCE CORNER, 4.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 EH1301'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH1301
 EH1301                          STATION RECOVERY (1976)
 EH1301
 EH1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1301'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1064 ***********************************************************************
 EJ1064  DESIGNATION -  K 161
 EJ1064  PID         -  EJ1064
 EJ1064  STATE/COUNTY-  AR/GARLAND
 EJ1064  USGS QUAD   -  MOUNTAIN PINE (1975)
 EJ1064
 EJ1064                         *CURRENT SURVEY CONTROL
 EJ1064  ___________________________________________________________________
 EJ1064* NAD 83(1986)-  34 35 40.     (N)    093 12 58.     (W)     SCALED    
 EJ1064* NAVD 88     -       131.296  (meters)     430.76   (feet)  ADJUSTED  
 EJ1064  ___________________________________________________________________
 EJ1064  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 EJ1064  DYNAMIC HT  -         131.167 (meters)     430.34  (feet)  COMP
 EJ1064  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 EJ1064
 EJ1064  VERT ORDER  -  SECOND    CLASS 0
 EJ1064
 EJ1064.The horizontal coordinates were scaled from a topographic map and have
 EJ1064.an estimated accuracy of +/- 6 seconds.
 EJ1064
 EJ1064.The orthometric height was determined by differential leveling
 EJ1064.and adjusted by the National Geodetic Survey in June 1991..
 EJ1064
 EJ1064.The geoid height was determined by GEOID03.
 EJ1064
 EJ1064.The dynamic height is computed by dividing the NAVD 88
 EJ1064.geopotential number by the normal gravity value computed on the
 EJ1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1064.degrees latitude (g = 980.6199 gals.).
 EJ1064
 EJ1064.The modeled gravity was interpolated from observed gravity values.
 EJ1064
 EJ1064;                    North         East    Units  Estimated Accuracy
 EJ1064;SPC AR S     -   614,480.      288,450.      MT  (+/- 180 meters Scaled)
 EJ1064
 EJ1064                          SUPERSEDED SURVEY CONTROL
 EJ1064
 EJ1064  NGVD 29 (??/??/92)  131.279  (m)          430.70   (f) ADJ UNCH    2 0
 EJ1064
 EJ1064.Superseded values are not recommended for survey control.
 EJ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1064.See file dsdata.txt to determine how the superseded data were derived.
 EJ1064
 EJ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU801280(NAD 83)
 EJ1064_MARKER: DB = BENCH MARK DISK
 EJ1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1064_STAMPING: K 161 1935
 EJ1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1064+STABILITY: SURFACE MOTION
 EJ1064
 EJ1064  HISTORY     - Date     Condition        Report By
 EJ1064  HISTORY     - 1935     MONUMENTED       CGS
 EJ1064  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1064
 EJ1064                          STATION DESCRIPTION
 EJ1064
 EJ1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1064'4.0 MI NW FROM MOUNTAIN PINE.
 EJ1064'4.0 MILES NORTHWEST ALONG THE CEDAR GLADES-HOT SPRINGS ROAD FROM
 EJ1064'MOUNTAIN PINE, GARLAND COUNTY, 1.3 MILES SOUTHWEST OF A FORD ACROSS A
 EJ1064'CREEK, 0.4 MILE WEST OF A TWO-ROOM FRAME HOUSE, 90 FEET WEST OF A
 EJ1064'WOOD-BOX CULVERT, 20.4 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 EJ1064'8.7 FEET NORTHWEST OF AN 18-INCH BLAZED SWEET GUM TREE.  A STANDARD
 EJ1064'DISK, STAMPED K 161 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1064
 EJ1064                          STATION RECOVERY (1998)
 EJ1064
 EJ1064'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1076 ***********************************************************************
 EJ1076  DESIGNATION -  K 162
 EJ1076  PID         -  EJ1076
 EJ1076  STATE/COUNTY-  AR/GARLAND
 EJ1076  USGS QUAD   -  AVANT (1975)
 EJ1076
 EJ1076                         *CURRENT SURVEY CONTROL
 EJ1076  ___________________________________________________________________
 EJ1076* NAD 83(1986)-  34 38 44.     (N)    093 20 24.     (W)     SCALED    
 EJ1076* NAVD 88     -       198.390  (meters)     650.88   (feet)  ADJUSTED  
 EJ1076  ___________________________________________________________________
 EJ1076  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EJ1076  DYNAMIC HT  -         198.192 (meters)     650.23  (feet)  COMP
 EJ1076  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 EJ1076
 EJ1076  VERT ORDER  -  SECOND    CLASS 0
 EJ1076
 EJ1076.The horizontal coordinates were scaled from a topographic map and have
 EJ1076.an estimated accuracy of +/- 6 seconds.
 EJ1076
 EJ1076.The orthometric height was determined by differential leveling
 EJ1076.and adjusted by the National Geodetic Survey in June 1991..
 EJ1076
 EJ1076.The geoid height was determined by GEOID03.
 EJ1076
 EJ1076.The dynamic height is computed by dividing the NAVD 88
 EJ1076.geopotential number by the normal gravity value computed on the
 EJ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1076.degrees latitude (g = 980.6199 gals.).
 EJ1076
 EJ1076.The modeled gravity was interpolated from observed gravity values.
 EJ1076
 EJ1076;                    North         East    Units  Estimated Accuracy
 EJ1076;SPC AR S     -   620,290.      277,160.      MT  (+/- 180 meters Scaled)
 EJ1076
 EJ1076                          SUPERSEDED SURVEY CONTROL
 EJ1076
 EJ1076  NGVD 29 (??/??/92)  198.353  (m)          650.76   (f) ADJ UNCH    2 0
 EJ1076
 EJ1076.Superseded values are not recommended for survey control.
 EJ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1076.See file dsdata.txt to determine how the superseded data were derived.
 EJ1076
 EJ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU688337(NAD 83)
 EJ1076_MARKER: DB = BENCH MARK DISK
 EJ1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1076_STAMPING: K 162 1935
 EJ1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1076+STABILITY: SURFACE MOTION
 EJ1076
 EJ1076  HISTORY     - Date     Condition        Report By
 EJ1076  HISTORY     - 1935     MONUMENTED       CGS
 EJ1076  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1076
 EJ1076                          STATION DESCRIPTION
 EJ1076
 EJ1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1076'IN AVANT.
 EJ1076'AT AVANT, GARLAND COUNTY, ON THE BUCKVILLE-MOUNT TABOR ROAD, 1,000
 EJ1076'FEET SOUTHEAST OF THE PUBLIC SCHOOL, AT THE POST OFFICE, 60 FEET
 EJ1076'NORTHWEST OF THE NORTHWEST CORNER, AT THE JUNCTION OF A ROAD LEADING
 EJ1076'NORTHWEST, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EJ1076'NORTHWEST-AND-SOUTHEAST ROAD, 24.3 FEET SOUTHEAST OF THE CENTER LINE
 EJ1076'OF THE NORTHEAST-AND-SOUTHWEST ROAD, 21.4 FEET NORTHWEST OF THE NORTH
 EJ1076'CORNER OF THE G.W. DAILY RESIDENCE, AND 18 FEET SOUTHWEST OF THE NORTH
 EJ1076'CORNER OF THE FENCE.  A STANDARD DISK, STAMPED K 162 1935 AND SET IN
 EJ1076'THE TOP OF A CONCRETE POST.
 EJ1076
 EJ1076                          STATION RECOVERY (1998)
 EJ1076
 EJ1076'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1371 ***********************************************************************
 FF1371  DESIGNATION -  K 164
 FF1371  PID         -  FF1371
 FF1371  STATE/COUNTY-  AR/WHITE
 FF1371  USGS QUAD   -  KENSETT (1994)
 FF1371
 FF1371                         *CURRENT SURVEY CONTROL
 FF1371  ___________________________________________________________________
 FF1371* NAD 83(1986)-  35 12 58.     (N)    091 43 05.     (W)     SCALED    
 FF1371* NAVD 88     -        71.219  (meters)     233.66   (feet)  ADJUSTED  
 FF1371  ___________________________________________________________________
 FF1371  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1371  DYNAMIC HT  -          71.155 (meters)     233.45  (feet)  COMP
 FF1371  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 FF1371
 FF1371  VERT ORDER  -  FIRST     CLASS II
 FF1371
 FF1371.The horizontal coordinates were scaled from a topographic map and have
 FF1371.an estimated accuracy of +/- 6 seconds.
 FF1371
 FF1371.The orthometric height was determined by differential leveling
 FF1371.and adjusted by the National Geodetic Survey in June 1991..
 FF1371
 FF1371.The geoid height was determined by GEOID03.
 FF1371
 FF1371.The dynamic height is computed by dividing the NAVD 88
 FF1371.geopotential number by the normal gravity value computed on the
 FF1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1371.degrees latitude (g = 980.6199 gals.).
 FF1371
 FF1371.The modeled gravity was interpolated from observed gravity values.
 FF1371
 FF1371;                    North         East    Units  Estimated Accuracy
 FF1371;SPC AR N     -    97,970.      425,670.      MT  (+/- 180 meters Scaled)
 FF1371
 FF1371                          SUPERSEDED SURVEY CONTROL
 FF1371
 FF1371  NGVD 29 (??/??/??)   71.178  (m)          233.52   (f) ADJUSTED    1 2
 FF1371
 FF1371.Superseded values are not recommended for survey control.
 FF1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1371.See file dsdata.txt to determine how the superseded data were derived.
 FF1371
 FF1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU166977(NAD 83)
 FF1371_MARKER: DB = BENCH MARK DISK
 FF1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1371_SP_SET: CULVERT
 FF1371_STAMPING: K 164 1955
 FF1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1371+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 FF1371
 FF1371  HISTORY     - Date     Condition        Report By
 FF1371  HISTORY     - 1955     MONUMENTED       CGS
 FF1371  HISTORY     - 20030630 GOOD             USACE
 FF1371
 FF1371                          STATION DESCRIPTION
 FF1371
 FF1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1371'1.2 MI NW FROM HIGGINSON.
 FF1371'1.25 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1371'RAILROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT HIGGINSON,
 FF1371'AT THE CROSSING OF U.S. HIGHWAYS 64 AND 67, 28.7 FEET SOUTHEAST OF
 FF1371'THE CENTER LINE OF THE HIGHWAY, 24.4 FEET SOUTHWEST OF THE
 FF1371'SOUTHWEST RAIL, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST
 FF1371'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 FF1371
 FF1371                          STATION RECOVERY (2003)
 FF1371
 FF1371'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1627 ***********************************************************************
 FF1627  DESIGNATION -  K 165
 FF1627  PID         -  FF1627
 FF1627  STATE/COUNTY-  AR/INDEPENDENCE
 FF1627  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1627
 FF1627                         *CURRENT SURVEY CONTROL
 FF1627  ___________________________________________________________________
 FF1627* NAD 83(1986)-  35 49 19.     (N)    091 35 39.     (W)     SCALED    
 FF1627* NAVD 88     -       119.665  (meters)     392.60   (feet)  ADJUSTED  
 FF1627  ___________________________________________________________________
 FF1627  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FF1627  DYNAMIC HT  -         119.561 (meters)     392.26  (feet)  COMP
 FF1627  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 FF1627
 FF1627  VERT ORDER  -  SECOND    CLASS 0
 FF1627
 FF1627.The horizontal coordinates were scaled from a topographic map and have
 FF1627.an estimated accuracy of +/- 6 seconds.
 FF1627
 FF1627.The orthometric height was determined by differential leveling
 FF1627.and adjusted by the National Geodetic Survey in June 1991..
 FF1627
 FF1627.The geoid height was determined by GEOID03.
 FF1627
 FF1627.The dynamic height is computed by dividing the NAVD 88
 FF1627.geopotential number by the normal gravity value computed on the
 FF1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1627.degrees latitude (g = 980.6199 gals.).
 FF1627
 FF1627.The modeled gravity was interpolated from observed gravity values.
 FF1627
 FF1627;                    North         East    Units  Estimated Accuracy
 FF1627;SPC AR N     -   165,230.      436,670.      MT  (+/- 180 meters Scaled)
 FF1627
 FF1627                          SUPERSEDED SURVEY CONTROL
 FF1627
 FF1627  NGVD 29 (??/??/??)  119.596  (m)          392.37   (f) ADJUSTED    2 0
 FF1627
 FF1627.Superseded values are not recommended for survey control.
 FF1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1627.See file dsdata.txt to determine how the superseded data were derived.
 FF1627
 FF1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV269651(NAD 83)
 FF1627_MARKER: DB = BENCH MARK DISK
 FF1627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1627_SP_SET: CULVERT
 FF1627_STAMPING: K 165 1955
 FF1627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1627
 FF1627  HISTORY     - Date     Condition        Report By
 FF1627  HISTORY     - 1955     MONUMENTED       CGS
 FF1627
 FF1627                          STATION DESCRIPTION
 FF1627
 FF1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1627'5.4 MI NE FROM BATESVILLE.
 FF1627'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1627'AT BATESVILLE, THENCE 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 11,
 FF1627'0.2 MILE SOUTHWEST OF FELTS STORE AND SERVICE STATION, 108 FEET
 FF1627'SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 21 FEET
 FF1627'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 FF1627'THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0593 ***********************************************************************
 GE0593  DESIGNATION -  K 167
 GE0593  PID         -  GE0593
 GE0593  STATE/COUNTY-  AR/FULTON
 GE0593  USGS QUAD   -  AGNOS (1981)
 GE0593
 GE0593                         *CURRENT SURVEY CONTROL
 GE0593  ___________________________________________________________________
 GE0593* NAD 83(1986)-  36 15 53.     (N)    091 39 14.     (W)     SCALED    
 GE0593* NAVD 88     -       245.151  (meters)     804.30   (feet)  ADJUSTED  
 GE0593  ___________________________________________________________________
 GE0593  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GE0593  DYNAMIC HT  -         244.945 (meters)     803.62  (feet)  COMP
 GE0593  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 GE0593
 GE0593  VERT ORDER  -  SECOND    CLASS 0
 GE0593
 GE0593.The horizontal coordinates were scaled from a topographic map and have
 GE0593.an estimated accuracy of +/- 6 seconds.
 GE0593
 GE0593.The orthometric height was determined by differential leveling
 GE0593.and adjusted by the National Geodetic Survey in June 1991..
 GE0593
 GE0593.The geoid height was determined by GEOID03.
 GE0593
 GE0593.The dynamic height is computed by dividing the NAVD 88
 GE0593.geopotential number by the normal gravity value computed on the
 GE0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0593.degrees latitude (g = 980.6199 gals.).
 GE0593
 GE0593.The modeled gravity was interpolated from observed gravity values.
 GE0593
 GE0593;                    North         East    Units  Estimated Accuracy
 GE0593;SPC AR N     -   214,330.      431,100.      MT  (+/- 180 meters Scaled)
 GE0593
 GE0593                          SUPERSEDED SURVEY CONTROL
 GE0593
 GE0593  NGVD 29 (??/??/92)  245.040  (m)          803.94   (f) ADJ UNCH    2 0
 GE0593
 GE0593.Superseded values are not recommended for survey control.
 GE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0593.See file dsdata.txt to determine how the superseded data were derived.
 GE0593
 GE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA209141(NAD 83)
 GE0593_MARKER: DB = BENCH MARK DISK
 GE0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0593_SP_SET: CULVERT
 GE0593_STAMPING: K 167 1955
 GE0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0593
 GE0593  HISTORY     - Date     Condition        Report By
 GE0593  HISTORY     - 1955     MONUMENTED       CGS
 GE0593
 GE0593                          STATION DESCRIPTION
 GE0593
 GE0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0593'4.9 MI NW FROM ASH FLAT.
 GE0593'IN FULTON COUNTY, 4.9 MILES NORTHWEST OF ASH FLAT, SHARP COUNTY.
 GE0593'THIS BENCH MARY MAY BE REACHED FROM THE HIGH SCHOOL BY GOING 0.9
 GE0593'MILE NORTHEAST ALONG STATE HIGHWAY 11, THENCE 4.0 MILES NORTHWEST
 GE0593'ALONG U.S. HIGHWAY 62.  IT IS 0.2 MILE WEST OF THE TOP OF A
 GE0593'HILL, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 GE0593'THE TOP OF THE SOUTH HEADWALL, AND 29 FEET SOUTH OF THE CENTER
 GE0593'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 167 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1173 ***********************************************************************
 EH1173  DESIGNATION -  K 169
 EH1173  PID         -  EH1173
 EH1173  STATE/COUNTY-  AR/ST FRANCIS
 EH1173  USGS QUAD   -  WHEATLEY (1971)
 EH1173
 EH1173                         *CURRENT SURVEY CONTROL
 EH1173  ___________________________________________________________________
 EH1173* NAD 83(1986)-  34 56 08.     (N)    091 01 54.     (W)     SCALED    
 EH1173* NAVD 88     -        63.685  (meters)     208.94   (feet)  ADJUSTED  
 EH1173  ___________________________________________________________________
 EH1173  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1173  DYNAMIC HT  -          63.627 (meters)     208.75  (feet)  COMP
 EH1173  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 EH1173
 EH1173  VERT ORDER  -  FIRST     CLASS II
 EH1173
 EH1173.The horizontal coordinates were scaled from a topographic map and have
 EH1173.an estimated accuracy of +/- 6 seconds.
 EH1173
 EH1173.The orthometric height was determined by differential leveling
 EH1173.and adjusted by the National Geodetic Survey in June 1991..
 EH1173
 EH1173.The geoid height was determined by GEOID03.
 EH1173
 EH1173.The dynamic height is computed by dividing the NAVD 88
 EH1173.geopotential number by the normal gravity value computed on the
 EH1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1173.degrees latitude (g = 980.6199 gals.).
 EH1173
 EH1173.The modeled gravity was interpolated from observed gravity values.
 EH1173
 EH1173;                    North         East    Units  Estimated Accuracy
 EH1173;SPC AR N     -    67,250.      488,470.      MT  (+/- 180 meters Scaled)
 EH1173
 EH1173                          SUPERSEDED SURVEY CONTROL
 EH1173
 EH1173  NGVD 29 (??/??/??)   63.687  (m)          208.95   (f) ADJUSTED    1 2
 EH1173
 EH1173.Superseded values are not recommended for survey control.
 EH1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1173.See file dsdata.txt to determine how the superseded data were derived.
 EH1173
 EH1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU797676(NAD 83)
 EH1173_MARKER: DB = BENCH MARK DISK
 EH1173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1173_SP_SET: CULVERT
 EH1173_STAMPING: K 169 1955
 EH1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1173+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 EH1173
 EH1173  HISTORY     - Date     Condition        Report By
 EH1173  HISTORY     - 1955     MONUMENTED       CGS
 EH1173  HISTORY     - 20030421 GOOD             USACE
 EH1173
 EH1173                          STATION DESCRIPTION
 EH1173
 EH1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1173'4.9 MI NE FROM WHEATLEY.
 EH1173'ABOUT 4.9 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1173'RAILROAD FROM THE STATION AT WHEATLEY, ABOUT 0.4 MILE NORTHEAST OF
 EH1173'MILE POST 60, ABOUT 0.85 MILE NORTHEAST OF GRAVEL ROAD CROSSING AT
 EH1173'BLOSSOM, 201 FEET WEST OF CENTER OF A NORTHWEST-SOUTHEAST GRAVEL ROAD
 EH1173'CROSSING, 135 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 12 FEET
 EH1173'NORTHWEST OF CENTER LINE OF A GRAVEL ROAD PARALLELING TRACK, 189 FEET
 EH1173'SOUTHWEST OF CENTER LINE OF NORTHWEST-SOUTHEAST GRAVEL ROAD, IN THE
 EH1173'TOP OF CENTER OF THE NORTHWEST HEAD WALL OF AN 8-FOOT CONCRETE CULVERT
 EH1173'ON ROAD PARALLELING THE TRACK, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 EH1173'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
 EH1173
 EH1173                          STATION RECOVERY (2003)
 EH1173
 EH1173'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0625 ***********************************************************************
 FF0625  DESIGNATION -  K 170
 FF0625  PID         -  FF0625
 FF0625  STATE/COUNTY-  AR/ST FRANCIS
 FF0625  USGS QUAD   -  MADISON (1993)
 FF0625
 FF0625                         *CURRENT SURVEY CONTROL
 FF0625  ___________________________________________________________________
 FF0625* NAD 83(1986)-  35 03 09.     (N)    090 37 49.     (W)     SCALED    
 FF0625* NAVD 88     -        60.223  (meters)     197.58   (feet)  ADJUSTED  
 FF0625  ___________________________________________________________________
 FF0625  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FF0625  DYNAMIC HT  -          60.169 (meters)     197.40  (feet)  COMP
 FF0625  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FF0625
 FF0625  VERT ORDER  -  FIRST     CLASS II
 FF0625
 FF0625.The horizontal coordinates were scaled from a topographic map and have
 FF0625.an estimated accuracy of +/- 6 seconds.
 FF0625
 FF0625.The orthometric height was determined by differential leveling
 FF0625.and adjusted by the National Geodetic Survey in June 1991..
 FF0625
 FF0625.The geoid height was determined by GEOID03.
 FF0625
 FF0625.The dynamic height is computed by dividing the NAVD 88
 FF0625.geopotential number by the normal gravity value computed on the
 FF0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0625.degrees latitude (g = 980.6199 gals.).
 FF0625
 FF0625.The modeled gravity was interpolated from observed gravity values.
 FF0625
 FF0625;                    North         East    Units  Estimated Accuracy
 FF0625;SPC AR N     -    80,660.      524,950.      MT  (+/- 180 meters Scaled)
 FF0625
 FF0625                          SUPERSEDED SURVEY CONTROL
 FF0625
 FF0625  NGVD 29 (??/??/??)   60.206  (m)          197.53   (f) ADJUSTED    1 2
 FF0625
 FF0625.Superseded values are not recommended for survey control.
 FF0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0625.See file dsdata.txt to determine how the superseded data were derived.
 FF0625
 FF0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU161814(NAD 83)
 FF0625_MARKER: DB = BENCH MARK DISK
 FF0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0625_STAMPING: K 170 1955
 FF0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0625+STABILITY: SURFACE MOTION
 FF0625
 FF0625  HISTORY     - Date     Condition        Report By
 FF0625  HISTORY     - 1955     MONUMENTED       CGS
 FF0625  HISTORY     - 20030514 MARK NOT FOUND   USACE
 FF0625
 FF0625                          STATION DESCRIPTION
 FF0625
 FF0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0625'3.7 MI NE FROM WIDENER.
 FF0625'ABOUT 3.7 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0625'PACIFIC RAILROAD FROM THE CROSSING OF STATE HIGHWAYS 38 AND 50
 FF0625'AT WIDENER, ABOUT 0.2 MILE NORTHEAST OF MILE POLE 35, ABOUT
 FF0625'0.8 MILE SOUTHWEST OF TRESTLE OVER GRAVEL ROAD AT ROUND POND,
 FF0625'ACROSS TRACK FROM A POINT BETWEEN THE 5TH AND 6TH TELEPHONE POLES
 FF0625'NORTHEAST OF MILE POLE 35, 86 YARDS NORTHEAST OF NORTHEAST END OF
 FF0625'TRESTLE NO. 349, 40 FEET NORTHWEST OF NORTHWEST RAIL, 4 FEET
 FF0625'SOUTHWEST OF TELEPHONE POLE NO. 1559, ABOUT 14 FEET BELOW LEVEL
 FF0625'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FF0625'INCHES.
 FF0625
 FF0625                          STATION RECOVERY (2003)
 FF0625
 FF0625'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0821 ***********************************************************************
 EH0821  DESIGNATION -  K 171
 EH0821  PID         -  EH0821
 EH0821  STATE/COUNTY-  AR/PHILLIPS
 EH0821  USGS QUAD   -  MARVELL (1971)
 EH0821
 EH0821                         *CURRENT SURVEY CONTROL
 EH0821  ___________________________________________________________________
 EH0821* NAD 83(1986)-  34 33 15.     (N)    090 54 08.     (W)     SCALED    
 EH0821* NAVD 88     -        59.612  (meters)     195.58   (feet)  ADJUSTED  
 EH0821  ___________________________________________________________________
 EH0821  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH0821  DYNAMIC HT  -          59.555 (meters)     195.39  (feet)  COMP
 EH0821  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 EH0821
 EH0821  VERT ORDER  -  FIRST     CLASS II
 EH0821
 EH0821.The horizontal coordinates were scaled from a topographic map and have
 EH0821.an estimated accuracy of +/- 6 seconds.
 EH0821
 EH0821.The orthometric height was determined by differential leveling
 EH0821.and adjusted by the National Geodetic Survey in June 1991..
 EH0821
 EH0821.The geoid height was determined by GEOID03.
 EH0821
 EH0821.The dynamic height is computed by dividing the NAVD 88
 EH0821.geopotential number by the normal gravity value computed on the
 EH0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0821.degrees latitude (g = 980.6199 gals.).
 EH0821
 EH0821.The modeled gravity was interpolated from observed gravity values.
 EH0821
 EH0821;                    North         East    Units  Estimated Accuracy
 EH0821;SPC AR S     -   609,890.      500,750.      MT  (+/- 180 meters Scaled)
 EH0821
 EH0821                          SUPERSEDED SURVEY CONTROL
 EH0821
 EH0821  NGVD 29 (??/??/??)   59.647  (m)          195.69   (f) ADJUSTED    1 2
 EH0821
 EH0821.Superseded values are not recommended for survey control.
 EH0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0821.See file dsdata.txt to determine how the superseded data were derived.
 EH0821
 EH0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU924256(NAD 83)
 EH0821_MARKER: DB = BENCH MARK DISK
 EH0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0821_STAMPING: K 171 1956
 EH0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0821+STABILITY: SURFACE MOTION
 EH0821
 EH0821  HISTORY     - Date     Condition        Report By
 EH0821  HISTORY     - 1956     MONUMENTED       CGS
 EH0821  HISTORY     - 1976     GOOD             NGS
 EH0821
 EH0821                          STATION DESCRIPTION
 EH0821
 EH0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0821'0.6 MI E FROM MARVELL.
 EH0821'ABOUT 0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0821'STATION AT MARVELL, ABOUT 0.45 MILE EAST MILE POLE 338, 28 FEET NORTH
 EH0821'OF NORTH RAIL, 84 FEET EAST OF TELEPHONE POLE NO. 804, 61 FEET WEST OF
 EH0821'TELEPHONE POLE NO. 805, 147 FEET WEST-NORTHWEST AND ACROSS TRACK FROM
 EH0821'TELEPHONE POLE NO. 337/10, 74 FEET WEST-NORTHWEST OF NORTH END OF A
 EH0821'50-INCH CORRUGATED PIPE CULVERT UNDER TRACK, 26 1/2 FEET SOUTH OF
 EH0821'CENTER LINE OF A ROAD PARALLELING TRACK, 2 FEET WEST OF A WHITE WOODEN
 EH0821'WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 EH0821'A CONCRETE POST PROJECTING 2 INCHES.
 EH0821
 EH0821                          STATION RECOVERY (1976)
 EH0821
 EH0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0865 ***********************************************************************
 EH0865  DESIGNATION -  K 172
 EH0865  PID         -  EH0865
 EH0865  STATE/COUNTY-  AR/LEE
 EH0865  USGS QUAD   -  RONDO (1971)
 EH0865
 EH0865                         *CURRENT SURVEY CONTROL
 EH0865  ___________________________________________________________________
 EH0865* NAD 83(1986)-  34 41 14.     (N)    090 52 26.     (W)     SCALED    
 EH0865* NAVD 88     -        61.769  (meters)     202.65   (feet)  ADJUSTED  
 EH0865  ___________________________________________________________________
 EH0865  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0865  DYNAMIC HT  -          61.711 (meters)     202.46  (feet)  COMP
 EH0865  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 EH0865
 EH0865  VERT ORDER  -  FIRST     CLASS II
 EH0865
 EH0865.The horizontal coordinates were scaled from a topographic map and have
 EH0865.an estimated accuracy of +/- 6 seconds.
 EH0865
 EH0865.The orthometric height was determined by differential leveling
 EH0865.and adjusted by the National Geodetic Survey in June 1991..
 EH0865
 EH0865.The geoid height was determined by GEOID03.
 EH0865
 EH0865.The dynamic height is computed by dividing the NAVD 88
 EH0865.geopotential number by the normal gravity value computed on the
 EH0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0865.degrees latitude (g = 980.6199 gals.).
 EH0865
 EH0865.The modeled gravity was interpolated from observed gravity values.
 EH0865
 EH0865;                    North         East    Units  Estimated Accuracy
 EH0865;SPC AR S     -   624,680.      503,190.      MT  (+/- 180 meters Scaled)
 EH0865
 EH0865                          SUPERSEDED SURVEY CONTROL
 EH0865
 EH0865  NGVD 29 (??/??/??)   61.785  (m)          202.71   (f) ADJUSTED    1 2
 EH0865
 EH0865.Superseded values are not recommended for survey control.
 EH0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0865.See file dsdata.txt to determine how the superseded data were derived.
 EH0865
 EH0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU947404(NAD 83)
 EH0865_MARKER: DB = BENCH MARK DISK
 EH0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0865_STAMPING: K 172 1956
 EH0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0865+STABILITY: SURFACE MOTION
 EH0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0865+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH0865
 EH0865  HISTORY     - Date     Condition        Report By
 EH0865  HISTORY     - 1956     MONUMENTED       CGS
 EH0865  HISTORY     - 20030408 GOOD             USACE
 EH0865
 EH0865                          STATION DESCRIPTION
 EH0865
 EH0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0865'3.7 MI SE FROM AUBREY.
 EH0865'ABOUT 2.55 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE
 EH0865'SCHOOL AT AUBREY, THENCE ABOUT 0.15 MILE NORTH AND ABOUT 1.0  MILE
 EH0865'EAST ALONG A DIRT ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 EH0865'18 FEET NORTH OF CENTER LINE OF EAST-WEST DIRT ROAD, 18 FEET WEST OF
 EH0865'THE EXTENDED CENTER LINE OF ROAD SOUTH, 2 FEET SOUTH OF A POWER POLE,
 EH0865'ABOUT 60 YARDS NORTHWEST AND ACROSS ROAD FROM MC COYS GROCERY, ABOUT 1
 EH0865'FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 EH0865'PROJECTING 3 INCHES.
 EH0865
 EH0865                          STATION RECOVERY (2003)
 EH0865
 EH0865'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0205 ***********************************************************************
 FF0205  DESIGNATION -  K 173
 FF0205  PID         -  FF0205
 FF0205  STATE/COUNTY-  AR/ST FRANCIS
 FF0205  USGS QUAD   -  CHATFIELD (1992)
 FF0205
 FF0205                         *CURRENT SURVEY CONTROL
 FF0205  ___________________________________________________________________
 FF0205* NAD 83(1986)-  35 05 08.     (N)    090 25 16.     (W)     SCALED    
 FF0205* NAVD 88     -        62.533  (meters)     205.16   (feet)  ADJUSTED  
 FF0205  ___________________________________________________________________
 FF0205  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FF0205  DYNAMIC HT  -          62.477 (meters)     204.98  (feet)  COMP
 FF0205  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 FF0205
 FF0205  VERT ORDER  -  FIRST     CLASS II
 FF0205
 FF0205.The horizontal coordinates were scaled from a topographic map and have
 FF0205.an estimated accuracy of +/- 6 seconds.
 FF0205
 FF0205.The orthometric height was determined by differential leveling
 FF0205.and adjusted by the National Geodetic Survey in June 1991..
 FF0205
 FF0205.The geoid height was determined by GEOID03.
 FF0205
 FF0205.The dynamic height is computed by dividing the NAVD 88
 FF0205.geopotential number by the normal gravity value computed on the
 FF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0205.degrees latitude (g = 980.6199 gals.).
 FF0205
 FF0205.The modeled gravity was interpolated from observed gravity values.
 FF0205
 FF0205;                    North         East    Units  Estimated Accuracy
 FF0205;SPC AR N     -    84,610.      543,970.      MT  (+/- 180 meters Scaled)
 FF0205
 FF0205                          SUPERSEDED SURVEY CONTROL
 FF0205
 FF0205  NGVD 29 (??/??/??)   62.511  (m)          205.09   (f) ADJUSTED    1 2
 FF0205
 FF0205.Superseded values are not recommended for survey control.
 FF0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0205.See file dsdata.txt to determine how the superseded data were derived.
 FF0205
 FF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU351855(NAD 83)
 FF0205_MARKER: DB = BENCH MARK DISK
 FF0205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0205_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0205_STAMPING: K 173 1956
 FF0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0205
 FF0205  HISTORY     - Date     Condition        Report By
 FF0205  HISTORY     - 1956     MONUMENTED       CGS
 FF0205  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0205  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0205
 FF0205                          STATION DESCRIPTION
 FF0205
 FF0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0205'4.4 MI NE FROM HETH.
 FF0205'4.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0205'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND THE FLAG
 FF0205'STATION AT HETH, ABOUT 1.0 MILE WEST OF A ROAD CROSSING AND THE
 FF0205'ST. FRANCIS-CRITTENDEN COUNTY LINE, 35 FEET SOUTH-SOUTHEAST OF
 FF0205'NEAR RAIL OF TRACK, 51 FEET WEST-SOUTHWEST OF THE
 FF0205'SOUTH-SOUTHEAST END OF A 50-INCH CONCRETE PIPE CULVERT UNDER
 FF0205'TRACK, 2.3 FEET SOUTHWEST OF MILEAGE POLE NO. 22/20, 43 FEET
 FF0205'SOUTH-SOUTHWEST OF CENTER OF TRACK AT A HAND CAR SIDING, AND IS
 FF0205'A DISK ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 10 INCHES.
 FF0205
 FF0205                          STATION RECOVERY (1977)
 FF0205
 FF0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0205'MARK NOT FOUND.
 FF0205
 FF0205                          STATION RECOVERY (1978)
 FF0205
 FF0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0121 ***********************************************************************
 FF0121  DESIGNATION -  K 174
 FF0121  PID         -  FF0121
 FF0121  STATE/COUNTY-  AR/POINSETT
 FF0121  USGS QUAD   -  TYRONZA (1974)
 FF0121
 FF0121                         *CURRENT SURVEY CONTROL
 FF0121  ___________________________________________________________________
 FF0121* NAD 83(1986)-  35 26 30.     (N)    090 18 17.     (W)     SCALED    
 FF0121* NAVD 88     -        67.568  (meters)     221.68   (feet)  ADJUSTED  
 FF0121  ___________________________________________________________________
 FF0121  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF0121  DYNAMIC HT  -          67.508 (meters)     221.48  (feet)  COMP
 FF0121  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FF0121
 FF0121  VERT ORDER  -  FIRST     CLASS II
 FF0121
 FF0121.The horizontal coordinates were scaled from a topographic map and have
 FF0121.an estimated accuracy of +/- 6 seconds.
 FF0121
 FF0121.The orthometric height was determined by differential leveling
 FF0121.and adjusted by the National Geodetic Survey in June 1991..
 FF0121
 FF0121.The geoid height was determined by GEOID03.
 FF0121
 FF0121.The dynamic height is computed by dividing the NAVD 88
 FF0121.geopotential number by the normal gravity value computed on the
 FF0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0121.degrees latitude (g = 980.6199 gals.).
 FF0121
 FF0121.The modeled gravity was interpolated from observed gravity values.
 FF0121
 FF0121;                    North         East    Units  Estimated Accuracy
 FF0121;SPC AR N     -   124,290.      553,910.      MT  (+/- 180 meters Scaled)
 FF0121
 FF0121                          SUPERSEDED SURVEY CONTROL
 FF0121
 FF0121  NGVD 29 (10/05/93)   67.533  (m)          221.56   (f) ADJUSTED    1 2
 FF0121
 FF0121.Superseded values are not recommended for survey control.
 FF0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0121.See file dsdata.txt to determine how the superseded data were derived.
 FF0121
 FF0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV446253(NAD 83)
 FF0121_MARKER: DB = BENCH MARK DISK
 FF0121_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0121_SP_SET: ABUTMENT
 FF0121_STAMPING: K 174 1956
 FF0121_MARK LOGO: CGS   
 FF0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0121+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF0121
 FF0121  HISTORY     - Date     Condition        Report By
 FF0121  HISTORY     - 1956     MONUMENTED       CGS
 FF0121  HISTORY     - 19920321 GOOD             NGS
 FF0121  HISTORY     - 20021016 GOOD             USACE
 FF0121
 FF0121                          STATION DESCRIPTION
 FF0121
 FF0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0121'4.8 MI SE FROM TYRONZA.
 FF0121'4.8 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0121'FROM THE STATION AT TYRONZA, ABOUT 0.25 MILE NORTHWEST OF THE
 FF0121'POINSETT-CRITTENDEN COUNTY LINE, ACROSS TRACK AND BETWEEN
 FF0121'MILEAGE POLES NO. 456/22 AND 456/23, IN THE TOP OF THE NORTHEAST
 FF0121'END OF CONCRETE RAIL FOOTING OF END POST OF THE CONCRETE BANISTER
 FF0121'OF U.S. HIGHWAY 63 BRIDGE OVER DEAD TIMBERLAKE, DIRECTLY OVER THE
 FF0121'NORTHEAST END OF NORTHWEST ABUTMENT OF BRIDGE, OPPOSITE RAILROAD
 FF0121'TRESTLE NO. 456.5, 0.3 FOOT NORTHEAST OF NORTHEAST FACE OF END
 FF0121'POST OF CONCRETE BANISTER AND ABOUT 3/4 FEET ABOVE LEVEL OF
 FF0121'HIGHWAY.
 FF0121
 FF0121                          STATION RECOVERY (1992)
 FF0121
 FF0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0121'6.8 KM (4.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 FF0121'STATE HIGHWAY 118 IN TYRONZA, IN TOP OF AND 0.1 M (0.3 FT) SOUTHWEST
 FF0121'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 FF0121'NORTHBOUND HIGHWAY BRIDGE SPANNING DEAD TIMBER LAKE, 5.8 M (19.0 FT)
 FF0121'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 FF0121'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 FF0121
 FF0121                          STATION RECOVERY (2002)
 FF0121
 FF0121'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0528 ***********************************************************************
 FF0528  DESIGNATION -  K 175
 FF0528  PID         -  FF0528
 FF0528  STATE/COUNTY-  AR/CROSS
 FF0528  USGS QUAD   -  WYNNE (1992)
 FF0528
 FF0528                         *CURRENT SURVEY CONTROL
 FF0528  ___________________________________________________________________
 FF0528* NAD 83(1986)-  35 11 33.     (N)    090 47 58.     (W)     SCALED    
 FF0528* NAVD 88     -        76.442  (meters)     250.79   (feet)  ADJUSTED  
 FF0528  ___________________________________________________________________
 FF0528  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF0528  DYNAMIC HT  -          76.373 (meters)     250.57  (feet)  COMP
 FF0528  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 FF0528
 FF0528  VERT ORDER  -  FIRST     CLASS II
 FF0528
 FF0528.The horizontal coordinates were scaled from a topographic map and have
 FF0528.an estimated accuracy of +/- 6 seconds.
 FF0528
 FF0528.The orthometric height was determined by differential leveling
 FF0528.and adjusted by the National Geodetic Survey in June 1991..
 FF0528
 FF0528.The geoid height was determined by GEOID03.
 FF0528
 FF0528.The dynamic height is computed by dividing the NAVD 88
 FF0528.geopotential number by the normal gravity value computed on the
 FF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0528.degrees latitude (g = 980.6199 gals.).
 FF0528
 FF0528.The modeled gravity was interpolated from observed gravity values.
 FF0528
 FF0528;                    North         East    Units  Estimated Accuracy
 FF0528;SPC AR N     -    95,980.      509,330.      MT  (+/- 180 meters Scaled)
 FF0528
 FF0528                          SUPERSEDED SURVEY CONTROL
 FF0528
 FF0528  NGVD 29 (??/??/??)   76.411  (m)          250.69   (f) ADJUSTED    1 2
 FF0528
 FF0528.Superseded values are not recommended for survey control.
 FF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0528.See file dsdata.txt to determine how the superseded data were derived.
 FF0528
 FF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU003966(NAD 83)
 FF0528_MARKER: DB = BENCH MARK DISK
 FF0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0528_STAMPING: K 175 1956
 FF0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0528+STABILITY: SURFACE MOTION
 FF0528
 FF0528  HISTORY     - Date     Condition        Report By
 FF0528  HISTORY     - 1956     MONUMENTED       CGS
 FF0528  HISTORY     - 20030602 MARK NOT FOUND   USACE
 FF0528
 FF0528                          STATION DESCRIPTION
 FF0528
 FF0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0528'2.2 MI S FROM WYNNE.
 FF0528'ABOUT 2.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0528'THE STATION AT WYNNE, 47 FEET WEST OF WEST RAIL, 27 FEET EAST OF
 FF0528'CENTER LINE OF A GRAVEL ROAD PARALLEL TO TRACK, 103 1/2 FEET
 FF0528'SOUTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 282/16, 170
 FF0528'FEET SOUTH-SOUTHWEST OF CENTER OF AN EAST-WEST ROAD CROSSING
 FF0528'AND MAIN TRACK, 146 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST
 FF0528'OF A FENCE LINE, 3 FEET SOUTHEAST OF THE FIRST TELEPHONE POLE
 FF0528'SOUTH OF CROSSING ON ROW OF POLES WEST OF TRACK, ABOUT 4 FEET
 FF0528'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0528'PROJECTING 3 INCHES.
 FF0528
 FF0528                          STATION RECOVERY (2003)
 FF0528
 FF0528'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0843 ***********************************************************************
 EH0843  DESIGNATION -  K 176
 EH0843  PID         -  EH0843
 EH0843  STATE/COUNTY-  AR/LEE
 EH0843  USGS QUAD   -  MORO (1984)
 EH0843
 EH0843                         *CURRENT SURVEY CONTROL
 EH0843  ___________________________________________________________________
 EH0843* NAD 83(1986)-  34 49 43.     (N)    090 59 46.     (W)     SCALED    
 EH0843* NAVD 88     -        60.427  (meters)     198.25   (feet)  ADJUSTED  
 EH0843  ___________________________________________________________________
 EH0843  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH0843  DYNAMIC HT  -          60.371 (meters)     198.07  (feet)  COMP
 EH0843  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 EH0843
 EH0843  VERT ORDER  -  FIRST     CLASS II
 EH0843
 EH0843.The horizontal coordinates were scaled from a topographic map and have
 EH0843.an estimated accuracy of +/- 6 seconds.
 EH0843
 EH0843.The orthometric height was determined by differential leveling
 EH0843.and adjusted by the National Geodetic Survey in June 1991..
 EH0843
 EH0843.The geoid height was determined by GEOID03.
 EH0843
 EH0843.The dynamic height is computed by dividing the NAVD 88
 EH0843.geopotential number by the normal gravity value computed on the
 EH0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0843.degrees latitude (g = 980.6199 gals.).
 EH0843
 EH0843.The modeled gravity was interpolated from observed gravity values.
 EH0843
 EH0843;                    North         East    Units  Estimated Accuracy
 EH0843;SPC AR S     -   640,250.      491,830.      MT  (+/- 180 meters Scaled)
 EH0843
 EH0843                          SUPERSEDED SURVEY CONTROL
 EH0843
 EH0843  NGVD 29 (??/??/??)   60.433  (m)          198.27   (f) ADJUSTED    1 2
 EH0843
 EH0843.Superseded values are not recommended for survey control.
 EH0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0843.See file dsdata.txt to determine how the superseded data were derived.
 EH0843
 EH0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU832558(NAD 83)
 EH0843_MARKER: DB = BENCH MARK DISK
 EH0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0843_SP_SET: CULVERT
 EH0843_STAMPING: K 176 1955
 EH0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0843+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0843
 EH0843  HISTORY     - Date     Condition        Report By
 EH0843  HISTORY     - 1955     MONUMENTED       CGS
 EH0843  HISTORY     - 20030331 GOOD             USACE
 EH0843
 EH0843                          STATION DESCRIPTION
 EH0843
 EH0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0843'2.4 MI NW FROM MORO.
 EH0843'ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH0843'AT MORO, ABOUT 0.45 MILE SOUTH OF A POWER TRANSFORMER STATION, IN THE
 EH0843'TOP OF THE NORTH END OF THE EAST HEAD WALL OF AN 8-FOOT CONCRETE BOX
 EH0843'CULVERT UNDER HIGHWAY, 14 FEET EAST OF CENTER LINE OF HIGHWAY, 1/2
 EH0843'FOOT SOUTH OF NORTH END OF HEAD WALL AND ABOUT LEVEL WITH HIGHWAY.
 EH0843
 EH0843                          STATION RECOVERY (2003)
 EH0843
 EH0843'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1294 ***********************************************************************
 FF1294  DESIGNATION -  K 177 RESET
 FF1294  PID         -  FF1294
 FF1294  STATE/COUNTY-  AR/WOODRUFF
 FF1294  USGS QUAD   -  HUNTER EAST (1993)
 FF1294
 FF1294                         *CURRENT SURVEY CONTROL
 FF1294  ___________________________________________________________________
 FF1294* NAD 83(1986)-  35 00 07.     (N)    091 07 00.     (W)     SCALED    
 FF1294* NAVD 88     -        62.61   (+/-2cm)     205.4    (feet)  VERTCON   
 FF1294  ___________________________________________________________________
 FF1294  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 FF1294
 FF1294  VERT ORDER  -  ? (See Below)
 FF1294
 FF1294.The horizontal coordinates were scaled from a topographic map and have
 FF1294.an estimated accuracy of +/- 6 seconds.
 FF1294
 FF1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1294.The vertical order pertains to the NGVD 29 superseded value.
 FF1294
 FF1294.The geoid height was determined by GEOID03.
 FF1294
 FF1294;                    North         East    Units  Estimated Accuracy
 FF1294;SPC AR N     -    74,540.      480,630.      MT  (+/- 180 meters Scaled)
 FF1294
 FF1294                          SUPERSEDED SURVEY CONTROL
 FF1294
 FF1294  NGVD 29 (??/??/??)   62.598  (m)          205.37   (f) ADJUSTED    ?  
 FF1294
 FF1294.Superseded values are not recommended for survey control.
 FF1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1294.See file dsdata.txt to determine how the superseded data were derived.
 FF1294
 FF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718748(NAD 83)
 FF1294_MARKER: DD = SURVEY DISK
 FF1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1294_STAMPING: K 177 RESET 1958
 FF1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1294+STABILITY: SURFACE MOTION
 FF1294
 FF1294  HISTORY     - Date     Condition        Report By
 FF1294  HISTORY     - 1958     MONUMENTED       DOD
 FF1294
 FF1294                          STATION DESCRIPTION
 FF1294
 FF1294'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 FF1294'3.6 MI S FROM HUNTER.
 FF1294'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT HUNTER,
 FF1294'THENCE 3.5 MILES SOUTH ALONG A GRAVEL AND DIRT ROAD LEADING TO
 FF1294'WHEATLEY, AT THE WOODRUFF-ST. FRANCIS COUNTY LINE, IN THE SE
 FF1294'CORNER OF SECTION 32, T-5-N, R-1-W, AT AN OFFSET IN THE ROAD, 40
 FF1294'FEET WEST OF THE CENTERLINE OF THE ROAD NORTH TO HUNTER, 375
 FF1294'FEET WEST OF THE ROAD SOUTH TO WHEATLEY, 20 FEET NORTH OF THE
 FF1294'EAST-WEST COUNTY LINE ROAD (NOT MAINTAINED), IN AN EAST-WEST
 FF1294'FENCE ROW, 20 FEET WEST OF A POWER LINE POLE, 4 FEET WEST OF A
 FF1294'GUY WIRE AT GROUND SURFACE, 3 FEET WEST OF A WITNESS POST.  A
 FF1294'DISK STAMPED K 177 RESET 1958, AND SET IN THE TOP OF A CONCRETE
 FF1294'POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0252 ***********************************************************************
 FF0252  DESIGNATION -  K 178
 FF0252  PID         -  FF0252
 FF0252  STATE/COUNTY-  AR/CRITTENDEN
 FF0252  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0252
 FF0252                         *CURRENT SURVEY CONTROL
 FF0252  ___________________________________________________________________
 FF0252* NAD 83(1986)-  35 07 58.     (N)    090 10 27.     (W)     SCALED    
 FF0252* NAVD 88     -        65.572  (meters)     215.13   (feet)  ADJUSTED  
 FF0252  ___________________________________________________________________
 FF0252  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0252  DYNAMIC HT  -          65.512 (meters)     214.93  (feet)  COMP
 FF0252  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FF0252
 FF0252  VERT ORDER  -  FIRST     CLASS II
 FF0252
 FF0252.The horizontal coordinates were scaled from a topographic map and have
 FF0252.an estimated accuracy of +/- 6 seconds.
 FF0252
 FF0252.The orthometric height was determined by differential leveling
 FF0252.and adjusted by the National Geodetic Survey in June 1991..
 FF0252
 FF0252.The geoid height was determined by GEOID03.
 FF0252
 FF0252.The dynamic height is computed by dividing the NAVD 88
 FF0252.geopotential number by the normal gravity value computed on the
 FF0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0252.degrees latitude (g = 980.6199 gals.).
 FF0252
 FF0252.The modeled gravity was interpolated from observed gravity values.
 FF0252
 FF0252;                    North         East    Units  Estimated Accuracy
 FF0252;SPC AR N     -    90,230.      566,390.      MT  (+/- 180 meters Scaled)
 FF0252
 FF0252                          SUPERSEDED SURVEY CONTROL
 FF0252
 FF0252  NGVD 29 (??/??/??)   65.545  (m)          215.04   (f) ADJUSTED    1 2
 FF0252
 FF0252.Superseded values are not recommended for survey control.
 FF0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0252.See file dsdata.txt to determine how the superseded data were derived.
 FF0252
 FF0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU574914(NAD 83)
 FF0252_MARKER: DB = BENCH MARK DISK
 FF0252_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0252_SP_SET: 50 FEET
 FF0252_STAMPING: K 178 1956
 FF0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0252
 FF0252  HISTORY     - Date     Condition        Report By
 FF0252  HISTORY     - 1956     MONUMENTED       CGS
 FF0252  HISTORY     - 1957     GOOD             CGS
 FF0252  HISTORY     - 20030129 MARK NOT FOUND   USACE
 FF0252
 FF0252                          STATION DESCRIPTION
 FF0252
 FF0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0252'1.2 MI E FROM HULBERT.
 FF0252'1.15 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0252'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, AT
 FF0252'CROSSING OF SOUTH 8TH STREET, ABOUT 10 TELEPHONE POLES WEST OF
 FF0252'MILE POLE 8, 54 1/2 FEET NORTH-NORTHWEST OF NEAR RAIL OF TRACK,
 FF0252'67 FEET NORTH-NORTHEAST OF CENTER OF CROSSING OF SOUTH 8TH
 FF0252'STREET AND TRACK, 38 FEET EAST OF CENTER LINE OF STREET, 22 FEET
 FF0252'WEST-NORTHWEST OF TELEPHONE POLE NO. 489, 12.8 FEET EAST OF A
 FF0252'FIRE HYDRANT, 17 FEET EAST-NORTHEAST OF A POWER POLE, 2 1/2 FEET
 FF0252'SOUTH OF SOUTHWEST CORNER OF STEEL FENCE AROUND CITY PUMPING
 FF0252'STATION AND IN LINE WITH FENCE EXTENDING NORTH, ABOUT 5 FEET
 FF0252'BELOW LEVEL OF TRACK AND IS A DISK SET ON THE TOP OF A
 FF0252'COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND SURROUNDED
 FF0252'BY A 4-INCH TILE.  THE ROD IS DRIVEN TO A DEPTH OF 50-FEET IN
 FF0252'GROUND.
 FF0252
 FF0252                          STATION RECOVERY (1957)
 FF0252
 FF0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0252'RECOVERED IN GOOD CONDITION.
 FF0252
 FF0252                          STATION RECOVERY (2003)
 FF0252
 FF0252'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0768 ***********************************************************************
 FF0768  DESIGNATION -  K 179
 FF0768  PID         -  FF0768
 FF0768  STATE/COUNTY-  AR/POINSETT
 FF0768  USGS QUAD   -  HATCHIE COON (1983)
 FF0768
 FF0768                         *CURRENT SURVEY CONTROL
 FF0768  ___________________________________________________________________
 FF0768* NAD 83(1986)-  35 39 39.     (N)    090 29 58.     (W)     SCALED    
 FF0768* NAVD 88     -        67.058  (meters)     220.01   (feet)  ADJUSTED  
 FF0768  ___________________________________________________________________
 FF0768  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FF0768  DYNAMIC HT  -          67.000 (meters)     219.82  (feet)  COMP
 FF0768  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 FF0768
 FF0768  VERT ORDER  -  FIRST     CLASS II
 FF0768
 FF0768.The horizontal coordinates were scaled from a topographic map and have
 FF0768.an estimated accuracy of +/- 6 seconds.
 FF0768
 FF0768.The orthometric height was determined by differential leveling
 FF0768.and adjusted by the National Geodetic Survey in June 1991..
 FF0768
 FF0768.The geoid height was determined by GEOID03.
 FF0768
 FF0768.The dynamic height is computed by dividing the NAVD 88
 FF0768.geopotential number by the normal gravity value computed on the
 FF0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0768.degrees latitude (g = 980.6199 gals.).
 FF0768
 FF0768.The modeled gravity was interpolated from observed gravity values.
 FF0768
 FF0768;                    North         East    Units  Estimated Accuracy
 FF0768;SPC AR N     -   148,310.      535,860.      MT  (+/- 180 meters Scaled)
 FF0768
 FF0768                          SUPERSEDED SURVEY CONTROL
 FF0768
 FF0768  NGVD 29 (??/??/??)   66.978  (m)          219.74   (f) ADJUSTED    1 2
 FF0768
 FF0768.Superseded values are not recommended for survey control.
 FF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0768.See file dsdata.txt to determine how the superseded data were derived.
 FF0768
 FF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV263492(NAD 83)
 FF0768_MARKER: DB = BENCH MARK DISK
 FF0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0768_STAMPING: K 179 1956
 FF0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0768+STABILITY: SURFACE MOTION
 FF0768
 FF0768  HISTORY     - Date     Condition        Report By
 FF0768  HISTORY     - 1956     MONUMENTED       CGS
 FF0768  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0768  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0768
 FF0768                          STATION DESCRIPTION
 FF0768
 FF0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0768'1 MI SE FROM TRUMANN.
 FF0768'1.0 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0768'FROM THE STATION AT TRUMANN, ABOUT 0.15 MILE NORTHWEST OF
 FF0768'RAILROAD OVERPASS NO. 437.7 OVER A GRAVEL ROAD, 74 FEET NORTHEAST
 FF0768'OF NORTHEAST RAIL, 156 FEET SOUTHWEST OF CENTER LINE OF A
 FF0768'GRAVEL ROAD PARALLELING THE TRACK, 112 FEET WEST OF WEST CORNER
 FF0768'OF A HOUSE WITH IMITATION BRICK SIDING, 73 1/2 FEET SOUTH-SOUTHWEST
 FF0768'OF SOUTH CORNER OF ANOTHER HOUSE WITH IMITATION BRICK SIDING,
 FF0768'45 FEET NORTH-NORTHEAST OF TELEPHONE POLE NO. 437/21, 28 FEET
 FF0768'SOUTHEAST OF A LONE 22-INCH OAK TREE, 1 1/2 FEET NORTHEAST OF
 FF0768'A FENCE LINE, ABOUT 13 FEET BELOW LEVEL OF TRACK AND SET IN
 FF0768'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0768
 FF0768                          STATION RECOVERY (1978)
 FF0768
 FF0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0768'MARK NOT FOUND.
 FF0768
 FF0768                          STATION RECOVERY (1992)
 FF0768
 FF0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0768'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0362 ***********************************************************************
 GF0362  DESIGNATION -  K 18
 GF0362  PID         -  GF0362
 GF0362  STATE/COUNTY-  AR/BOONE
 GF0362  USGS QUAD   -  HARRISON (1975)
 GF0362
 GF0362                         *CURRENT SURVEY CONTROL
 GF0362  ___________________________________________________________________
 GF0362* NAD 83(1986)-  36 12 09.     (N)    093 07 23.     (W)     SCALED    
 GF0362* NAVD 88     -       328.909  (meters)    1079.10   (feet)  ADJUSTED  
 GF0362  ___________________________________________________________________
 GF0362  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GF0362  DYNAMIC HT  -         328.614 (meters)    1078.13  (feet)  COMP
 GF0362  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 GF0362
 GF0362  VERT ORDER  -  SECOND    CLASS 0
 GF0362
 GF0362.The horizontal coordinates were scaled from a topographic map and have
 GF0362.an estimated accuracy of +/- 6 seconds.
 GF0362
 GF0362.The orthometric height was determined by differential leveling
 GF0362.and adjusted by the National Geodetic Survey in June 1991..
 GF0362
 GF0362.The geoid height was determined by GEOID03.
 GF0362
 GF0362.The dynamic height is computed by dividing the NAVD 88
 GF0362.geopotential number by the normal gravity value computed on the
 GF0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0362.degrees latitude (g = 980.6199 gals.).
 GF0362
 GF0362.The modeled gravity was interpolated from observed gravity values.
 GF0362
 GF0362;                    North         East    Units  Estimated Accuracy
 GF0362;SPC AR N     -   207,950.      299,000.      MT  (+/- 180 meters Scaled)
 GF0362
 GF0362                          SUPERSEDED SURVEY CONTROL
 GF0362
 GF0362  NGVD 29 (??/??/92)  328.780  (m)         1078.67   (f) ADJ UNCH    2 0
 GF0362
 GF0362.Superseded values are not recommended for survey control.
 GF0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0362.See file dsdata.txt to determine how the superseded data were derived.
 GF0362
 GF0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA889064(NAD 83)
 GF0362_MARKER: DB = BENCH MARK DISK
 GF0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0362_STAMPING: K-18 1932
 GF0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0362+STABILITY: SURFACE MOTION
 GF0362
 GF0362  HISTORY     - Date     Condition        Report By
 GF0362  HISTORY     - 1932     MONUMENTED       CGS
 GF0362  HISTORY     - 1935     GOOD             NGS
 GF0362
 GF0362                          STATION DESCRIPTION
 GF0362
 GF0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0362'3 MI S FROM HARRISON.
 GF0362'ABOUT 3 MILES SOUTH OF HARRISON, ALONG ST. HWY. 7, FROM BOONE
 GF0362'CO. COURTHOUSE, AT BAINES SCHOOL HOUSE, ABOUT 103 FEET EAST OF
 GF0362'SOUTHEAST CORNER OF BAINES SCHOOL HOUSE, 44.1 FT. NORTHWEST OF
 GF0362'SOUTHEAST CORNER OF SCHOOL YARD, 40.2 FEET WEST OF CENTERLINE
 GF0362'OF ST. HWY. 7, 30.1 FT. SOUTH OF A WELL, 15.3 FEET WEST OF EAST
 GF0362'BOUNDRY FENCE OF SCHOOL YARD, TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0728 ***********************************************************************
 FF0728  DESIGNATION -  K 180
 FF0728  PID         -  FF0728
 FF0728  STATE/COUNTY-  AR/CRAIGHEAD
 FF0728  USGS QUAD   -  HERMAN (1980)
 FF0728
 FF0728                         *CURRENT SURVEY CONTROL
 FF0728  ___________________________________________________________________
 FF0728* NAD 83(1986)-  35 51 29.     (N)    090 46 11.     (W)     SCALED    
 FF0728* NAVD 88     -        93.567  (meters)     306.98   (feet)  ADJUSTED  
 FF0728  ___________________________________________________________________
 FF0728  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0728  DYNAMIC HT  -          93.488 (meters)     306.72  (feet)  COMP
 FF0728  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 FF0728
 FF0728  VERT ORDER  -  FIRST     CLASS II
 FF0728
 FF0728.The horizontal coordinates were scaled from a topographic map and have
 FF0728.an estimated accuracy of +/- 6 seconds.
 FF0728
 FF0728.The orthometric height was determined by differential leveling
 FF0728.and adjusted by the National Geodetic Survey in June 1991..
 FF0728
 FF0728.The geoid height was determined by GEOID03.
 FF0728
 FF0728.The dynamic height is computed by dividing the NAVD 88
 FF0728.geopotential number by the normal gravity value computed on the
 FF0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0728.degrees latitude (g = 980.6199 gals.).
 FF0728
 FF0728.The modeled gravity was interpolated from observed gravity values.
 FF0728
 FF0728;                    North         East    Units  Estimated Accuracy
 FF0728;SPC AR N     -   169,850.      511,120.      MT  (+/- 180 meters Scaled)
 FF0728
 FF0728                          SUPERSEDED SURVEY CONTROL
 FF0728
 FF0728  NGVD 29 (??/??/??)   93.479  (m)          306.69   (f) ADJUSTED    1 2
 FF0728
 FF0728.Superseded values are not recommended for survey control.
 FF0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0728.See file dsdata.txt to determine how the superseded data were derived.
 FF0728
 FF0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV013705(NAD 83)
 FF0728_MARKER: DB = BENCH MARK DISK
 FF0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0728_STAMPING: K 180 1956
 FF0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0728+STABILITY: SURFACE MOTION
 FF0728
 FF0728  HISTORY     - Date     Condition        Report By
 FF0728  HISTORY     - 1956     MONUMENTED       CGS
 FF0728  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0728
 FF0728                          STATION DESCRIPTION
 FF0728
 FF0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0728'3.7 MI W FROM JONESBORO.
 FF0728'3.7 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FF0728'STATION AT JONESBORO, ACROSS THE TRACK FROM A POINT BETWEEN
 FF0728'TELEPHONE POLES 416/8 AND 416/9, 61 1/2 FEET SOUTHWEST OF SOUTHWEST
 FF0728'RAIL OF TRACK AND ON THE OUTSIDE OF A LONG CURVE IN TRACK, 91 FEET
 FF0728'NORTH-NORHTEAST OF CENTER LINE OF U.S. HIGHWAY 63 AT A POINT WHERE
 FF0728'THE HIGHWAY TURNS WEST AWAY FROM TRACK AND PARALLELS THE TRACK TO
 FF0728'THE EAST, 68 FEET WEST OF TELEPHONE CABLE POLE NO. 1600/1, 13 FEET
 FF0728'SOUTH OF A POWER LINE METER POLE WITH LINE TO A LARGE ADVERTISING
 FF0728'SIGN, 5 FEET EAST-NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF A
 FF0728'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND
 FF0728'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0728
 FF0728                          STATION RECOVERY (1992)
 FF0728
 FF0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0728'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1190 ***********************************************************************
 FF1190  DESIGNATION -  K 181
 FF1190  PID         -  FF1190
 FF1190  STATE/COUNTY-  AR/CROSS
 FF1190  USGS QUAD   -  TILTON (1980)
 FF1190
 FF1190                         *CURRENT SURVEY CONTROL
 FF1190  ___________________________________________________________________
 FF1190* NAD 83(1986)-  35 21 13.     (N)    091 00 25.     (W)     SCALED    
 FF1190* NAVD 88     -        68.400  (meters)     224.41   (feet)  ADJUSTED  
 FF1190  ___________________________________________________________________
 FF1190  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF1190  DYNAMIC HT  -          68.339 (meters)     224.21  (feet)  COMP
 FF1190  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 FF1190
 FF1190  VERT ORDER  -  FIRST     CLASS II
 FF1190
 FF1190.The horizontal coordinates were scaled from a topographic map and have
 FF1190.an estimated accuracy of +/- 6 seconds.
 FF1190
 FF1190.The orthometric height was determined by differential leveling
 FF1190.and adjusted by the National Geodetic Survey in June 1991..
 FF1190
 FF1190.The geoid height was determined by GEOID03.
 FF1190
 FF1190.The dynamic height is computed by dividing the NAVD 88
 FF1190.geopotential number by the normal gravity value computed on the
 FF1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1190.degrees latitude (g = 980.6199 gals.).
 FF1190
 FF1190.The modeled gravity was interpolated from observed gravity values.
 FF1190
 FF1190;                    North         East    Units  Estimated Accuracy
 FF1190;SPC AR N     -   113,650.      490,260.      MT  (+/- 180 meters Scaled)
 FF1190
 FF1190                          SUPERSEDED SURVEY CONTROL
 FF1190
 FF1190  NGVD 29 (??/??/??)   68.356  (m)          224.26   (f) ADJUSTED    1 2
 FF1190
 FF1190.Superseded values are not recommended for survey control.
 FF1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1190.See file dsdata.txt to determine how the superseded data were derived.
 FF1190
 FF1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV810140(NAD 83)
 FF1190_MARKER: DB = BENCH MARK DISK
 FF1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1190_STAMPING: K 181 1956
 FF1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1190+STABILITY: SURFACE MOTION
 FF1190
 FF1190  HISTORY     - Date     Condition        Report By
 FF1190  HISTORY     - 1956     MONUMENTED       CGS
 FF1190  HISTORY     - 20030612 MARK NOT FOUND   USACE
 FF1190
 FF1190                          STATION DESCRIPTION
 FF1190
 FF1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1190'3.3 MI S FROM HICKORY RIDGE.
 FF1190'3.3 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 FF1190'STATION AT HICKORY RIDGE, WEST-NORTHWEST AND ACROSS TRACK AND ROAD
 FF1190'FROM TELEPHONE POLE 164/28, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 FF1190'45 1/2 FEET WEST OF WEST RAIL, 25 FEET NORTH OF CENTER LINE OF
 FF1190'GRAVEL ROAD, 3 FEET EAST OF TELEPHONE POLE NO. 201/1 ON AN
 FF1190'EAST-WEST TELEPHONE LINE, ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK
 FF1190'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF1190
 FF1190                          STATION RECOVERY (2003)
 FF1190
 FF1190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0798 ***********************************************************************
 FF0798  DESIGNATION -  K 182
 FF0798  PID         -  FF0798
 FF0798  STATE/COUNTY-  AR/POINSETT
 FF0798  USGS QUAD   -  HARRISBURG (1983)
 FF0798
 FF0798                         *CURRENT SURVEY CONTROL
 FF0798  ___________________________________________________________________
 FF0798* NAD 83(1986)-  35 31 48.     (N)    090 43 25.     (W)     SCALED    
 FF0798* NAVD 88     -        86.047  (meters)     282.31   (feet)  ADJUSTED  
 FF0798  ___________________________________________________________________
 FF0798  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FF0798  DYNAMIC HT  -          85.971 (meters)     282.06  (feet)  COMP
 FF0798  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 FF0798
 FF0798  VERT ORDER  -  FIRST     CLASS II
 FF0798
 FF0798.The horizontal coordinates were scaled from a topographic map and have
 FF0798.an estimated accuracy of +/- 6 seconds.
 FF0798
 FF0798.The orthometric height was determined by differential leveling
 FF0798.and adjusted by the National Geodetic Survey in June 1991..
 FF0798
 FF0798.The geoid height was determined by GEOID03.
 FF0798
 FF0798.The dynamic height is computed by dividing the NAVD 88
 FF0798.geopotential number by the normal gravity value computed on the
 FF0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0798.degrees latitude (g = 980.6199 gals.).
 FF0798
 FF0798.The modeled gravity was interpolated from observed gravity values.
 FF0798
 FF0798;                    North         East    Units  Estimated Accuracy
 FF0798;SPC AR N     -   133,510.      515,750.      MT  (+/- 180 meters Scaled)
 FF0798
 FF0798                          SUPERSEDED SURVEY CONTROL
 FF0798
 FF0798  NGVD 29 (??/??/??)   85.990  (m)          282.12   (f) ADJUSTED    1 2
 FF0798
 FF0798.Superseded values are not recommended for survey control.
 FF0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0798.See file dsdata.txt to determine how the superseded data were derived.
 FF0798
 FF0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV063342(NAD 83)
 FF0798_MARKER: DB = BENCH MARK DISK
 FF0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0798_SP_SET: CULVERT
 FF0798_STAMPING: K 182 1956
 FF0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0798+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 FF0798
 FF0798  HISTORY     - Date     Condition        Report By
 FF0798  HISTORY     - 1956     MONUMENTED       CGS
 FF0798  HISTORY     - 20020904 GOOD             USACE
 FF0798
 FF0798                          STATION DESCRIPTION
 FF0798
 FF0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0798'2.2 MI S FROM HARRISBURG.
 FF0798'2.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0798'STATION AT HARRISBURG, NORTHWEST AND ACROSS TRACK FROM MILE
 FF0798'POLE 259, AT THE CROSSING OF A DIRT ROAD LEADING EAST AND
 FF0798'UPHILL, ALONG STATE HIGHWAY 1, OPPOSITE SHORT RAILROAD TRESTLE
 FF0798'NO. 258.9, 66 FEET WEST OF WEST RAIL, 24 FEET EAST OF CENTER
 FF0798'LINE OF HIGHWAY, IN THE TOP OF THE SOUTH END OF THE EAST HEAD
 FF0798'WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 21 FEET
 FF0798'SOUTH OF CENTER LINE OF DIRT ROAD EAST, ABOUT 2 FEET BELOW
 FF0798'LEVEL OF TRACK AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 FF0798
 FF0798                          STATION RECOVERY (2002)
 FF0798
 FF0798'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0859 ***********************************************************************
 FF0859  DESIGNATION -  K 183
 FF0859  PID         -  FF0859
 FF0859  STATE/COUNTY-  AR/CRAIGHEAD
 FF0859  USGS QUAD   -  HERMAN (1980)
 FF0859
 FF0859                         *CURRENT SURVEY CONTROL
 FF0859  ___________________________________________________________________
 FF0859* NAD 83(1986)-  35 46 38.     (N)    090 48 59.     (W)     SCALED    
 FF0859* NAVD 88     -        76.684  (meters)     251.59   (feet)  ADJUSTED  
 FF0859  ___________________________________________________________________
 FF0859  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FF0859  DYNAMIC HT  -          76.619 (meters)     251.37  (feet)  COMP
 FF0859  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 FF0859
 FF0859  VERT ORDER  -  FIRST     CLASS II
 FF0859
 FF0859.The horizontal coordinates were scaled from a topographic map and have
 FF0859.an estimated accuracy of +/- 6 seconds.
 FF0859
 FF0859.The orthometric height was determined by differential leveling
 FF0859.and adjusted by the National Geodetic Survey in June 1991..
 FF0859
 FF0859.The geoid height was determined by GEOID03.
 FF0859
 FF0859.The dynamic height is computed by dividing the NAVD 88
 FF0859.geopotential number by the normal gravity value computed on the
 FF0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0859.degrees latitude (g = 980.6199 gals.).
 FF0859
 FF0859.The modeled gravity was interpolated from observed gravity values.
 FF0859
 FF0859;                    North         East    Units  Estimated Accuracy
 FF0859;SPC AR N     -   160,830.      507,010.      MT  (+/- 180 meters Scaled)
 FF0859
 FF0859                          SUPERSEDED SURVEY CONTROL
 FF0859
 FF0859  NGVD 29 (??/??/??)   76.608  (m)          251.34   (f) ADJUSTED    1 2
 FF0859
 FF0859.Superseded values are not recommended for survey control.
 FF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0859.See file dsdata.txt to determine how the superseded data were derived.
 FF0859
 FF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV973614(NAD 83)
 FF0859_MARKER: DB = BENCH MARK DISK
 FF0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0859_STAMPING: K 183 1956
 FF0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0859+STABILITY: SURFACE MOTION
 FF0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0859+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 FF0859
 FF0859  HISTORY     - Date     Condition        Report By
 FF0859  HISTORY     - 1956     MONUMENTED       CGS
 FF0859  HISTORY     - 20020826 GOOD             USACE
 FF0859
 FF0859                          STATION DESCRIPTION
 FF0859
 FF0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0859'AT GIBSON.
 FF0859'AT GIBSON, ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, ACROSS
 FF0859'TRACKS FROM TELEPHONE POLE NO. 133/18, 20 1/2 FEET WEST OF WEST
 FF0859'RAIL OF A SIDE TRACK, 35 FEET WEST OF WEST RAIL OF MAIN TRACK,
 FF0859'129 FEET SOUTH-SOUTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND
 FF0859'AN EAST-WEST GRAVEL ROAD, 18 FEET EAST OF EAST RAIL OF A SHORT
 FF0859'SPUR TRACK TO BUTTERWORTH BEAN ELEVATOR, 7.4 FEET WEST OF A
 FF0859'TELEPHONE POLE, 13 FEET SOUTHWEST OF SOUTHWEST CORNER OF SOUTH
 FF0859'CONCRETE FOUNDATION OF A BATTERY BOX, 52 FEET SOUTHEAST OF
 FF0859'SOUTHEAST FACE OF ROUND CONCRETE BOTTOM PART OF BEAN ELEVATOR,
 FF0859'ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0859'POST PROJECTING 3 INCHES.
 FF0859
 FF0859                          STATION RECOVERY (2002)
 FF0859
 FF0859'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0095 ***********************************************************************
 FF0095  DESIGNATION -  K 184
 FF0095  PID         -  FF0095
 FF0095  STATE/COUNTY-  AR/CRAIGHEAD
 FF0095  USGS QUAD   -  LAKE CITY (1983)
 FF0095
 FF0095                         *CURRENT SURVEY CONTROL
 FF0095  ___________________________________________________________________
 FF0095* NAD 83(1986)-  35 50 02.     (N)    090 23 25.     (W)     SCALED    
 FF0095* NAVD 88     -        69.691  (meters)     228.64   (feet)  POSTED    
 FF0095  ___________________________________________________________________
 FF0095  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0095  DYNAMIC HT  -          69.630 (meters)     228.44  (feet)  COMP
 FF0095  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 FF0095
 FF0095  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0095
 FF0095.The horizontal coordinates were scaled from a topographic map and have
 FF0095.an estimated accuracy of +/- 6 seconds.
 FF0095
 FF0095.The orthometric height was determined by differential leveling
 FF0095.and adjusted by the National Geodetic Survey in 1992..
 FF0095.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0095.rate of 1.1 thru 2.0 mm/km.
 FF0095
 FF0095.The geoid height was determined by GEOID03.
 FF0095
 FF0095.The dynamic height is computed by dividing the NAVD 88
 FF0095.geopotential number by the normal gravity value computed on the
 FF0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0095.degrees latitude (g = 980.6199 gals.).
 FF0095
 FF0095.The modeled gravity was interpolated from observed gravity values.
 FF0095
 FF0095;                    North         East    Units  Estimated Accuracy
 FF0095;SPC AR N     -   167,660.      545,430.      MT  (+/- 180 meters Scaled)
 FF0095
 FF0095                          SUPERSEDED SURVEY CONTROL
 FF0095
 FF0095  NGVD 29 (??/??/??)   69.649  (m)          228.51   (f) ADJUSTED    1 2
 FF0095
 FF0095.Superseded values are not recommended for survey control.
 FF0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0095.See file dsdata.txt to determine how the superseded data were derived.
 FF0095
 FF0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV357686(NAD 83)
 FF0095_MARKER: DB = BENCH MARK DISK
 FF0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0095_STAMPING: K 184 1956
 FF0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0095+STABILITY: SURFACE MOTION
 FF0095
 FF0095  HISTORY     - Date     Condition        Report By
 FF0095  HISTORY     - 1956     MONUMENTED       CGS
 FF0095  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0095
 FF0095                          STATION DESCRIPTION
 FF0095
 FF0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0095'1.3 MI SW FROM BLACK OAK.
 FF0095'ABOUT 1.3 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0095'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 135 AT BLACK OAK,
 FF0095'ABOUT 380 YARDS EAST-NORTHEAST OF EAST END OF TRESTLE NO. 273.5
 FF0095'OVER BIG SLOUGH DITCH, ABOUT 0.1 MILE EAST-NORTHEAST OF A CURVE
 FF0095'IN TRACK WITH TANGENTS EXTENDING EAST-NORTHEAST AND WEST, 43 1/2
 FF0095'FEET NORTH-NORTHWEST OF NEAR RAIL OF TRACK, 54 FEET NORTH OF
 FF0095'CENTER OF A PRIVATE FIELD ROAD CROSSING, 26 FEET NORTH OF A
 FF0095'FENCE CORNER, 1 FOOT EAST OF A FENCE LINE LEADING NORTH, 6 1/2
 FF0095'FEET SOUTH-SOUTHWEST OF A POWER POLE, 1 1/2 FEET BELOW LEVEL
 FF0095'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FF0095'INCHES.
 FF0095
 FF0095                          STATION RECOVERY (1978)
 FF0095
 FF0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0029 ***********************************************************************
 FF0029  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0029  DESIGNATION -  K 185
 FF0029  PID         -  FF0029
 FF0029  STATE/COUNTY-  AR/MISSISSIPPI
 FF0029  USGS QUAD   -  DELL (1983)
 FF0029
 FF0029                         *CURRENT SURVEY CONTROL
 FF0029  ___________________________________________________________________
 FF0029* NAD 83(1997)-  35 52 11.44603(N)    090 00 51.97889(W)     ADJUSTED  
 FF0029* NAVD 88     -        73.53   (meters)     241.2    (feet)  GPS OBS   
 FF0029  ___________________________________________________________________
 FF0029  X           -      -1,303.981 (meters)                     COMP
 FF0029  Y           -  -5,174,510.816 (meters)                     COMP
 FF0029  Z           -   3,716,525.256 (meters)                     COMP
 FF0029  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FF0029  ELLIP HEIGHT-          45.57  (meters)          (05/31/05) GPS OBS
 FF0029  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FF0029  DYNAMIC HT  -          73.47  (meters)     241.0   (feet)  COMP
 FF0029  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FF0029
 FF0029  HORZ ORDER  -  FIRST
 FF0029  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF0029  ELLP ORDER  -  FOURTH    CLASS II
 FF0029
 FF0029.The horizontal coordinates were established by GPS observations
 FF0029.and adjusted by the National Geodetic Survey in May 2005..
 FF0029
 FF0029.The orthometric height was determined by GPS observations and a
 FF0029.high-resolution geoid model using precise GPS observation and
 FF0029.processing techniques. It supersedes the leveled height previously
 FF0029.determined for this station.
 FF0029.The vertical order pertains to the first NAVD 88 superseded value.
 FF0029
 FF0029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0029
 FF0029.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0029
 FF0029.The ellipsoidal height was determined by GPS observations
 FF0029.and is referenced to NAD 83.
 FF0029
 FF0029.The geoid height was determined by GEOID03.
 FF0029
 FF0029.The dynamic height is computed by dividing the NAVD 88
 FF0029.geopotential number by the normal gravity value computed on the
 FF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0029.degrees latitude (g = 980.6199 gals.).
 FF0029
 FF0029.The modeled gravity was interpolated from observed gravity values.
 FF0029
 FF0029;                    North         East     Units Scale Factor Converg.
 FF0029;SPC AR N     -   172,272.523   579,297.827   MT  0.99994832   +1 09 19.4
 FF0029;SPC AR N     -   565,197.44  1,900,579.62   sFT  0.99994832   +1 09 19.4
 FF0029;UTM  15      - 3,973,629.997   769,561.546   MT  1.00049547   +1 45 01.6
 FF0029;UTM  16      - 3,973,710.085   227,830.426   MT  1.00051289   -1 46 02.6
 FF0029
 FF0029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0029!SPC AR N     -   0.99999285  x   0.99994832  =   0.99994117
 FF0029!UTM  15      -   0.99999285  x   1.00049547  =   1.00048831
 FF0029!UTM  16      -   0.99999285  x   1.00051289  =   1.00050573
 FF0029
 FF0029                          SUPERSEDED SURVEY CONTROL
 FF0029
 FF0029  NAVD 88 (06/15/91)   73.500  (m)          241.14   (f) ADJUSTED    1 2
 FF0029  NGVD 29 (??/??/??)   73.467  (m)          241.03   (f) ADJUSTED    1 2
 FF0029
 FF0029.Superseded values are not recommended for survey control.
 FF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0029.See file dsdata.txt to determine how the superseded data were derived.
 FF0029
 FF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6956273630(NAD 83)
 FF0029_MARKER: DB = BENCH MARK DISK
 FF0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0029_SP_SET: CULVERT
 FF0029_STAMPING: K 185 1956
 FF0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0029+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 FF0029
 FF0029  HISTORY     - Date     Condition        Report By
 FF0029  HISTORY     - 1956     MONUMENTED       CGS
 FF0029  HISTORY     - 1987     GOOD             USPSQD
 FF0029  HISTORY     - 20020720 GOOD             USACE
 FF0029  HISTORY     - 20030717 GOOD             EMCINC
 FF0029
 FF0029                          STATION DESCRIPTION
 FF0029
 FF0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0029'1.8 MI NE FROM DELL.
 FF0029'ABOUT 1.85 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0029'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL, ABOUT
 FF0029'0.15 MILE SOUTHWEST OF A DRIVE NORTHWEST TO MC DEARMAN PLANTATION,
 FF0029'ABOUT 0.2 MILE NORTHEAST OF CROSSING OF A GRAVEL ROAD LEADING
 FF0029'NORTH FROM STATE HIGHWAY 18, AT TELEPHONE POLE NO. 291, 22 1/2
 FF0029'FEET NORTHWEST OF CENTER LINE OF STATE HIGHWAY 18, 58 FEET
 FF0029'SOUTHEAST OF SOUTHEAST RAIL, IN THE TOP OF SOUTHWEST END OF
 FF0029'NORTHWEST HEAD WALL OF A 5-FOOT CONCRETE CULVERT UNDER HIGHWAY
 FF0029'AND ABOUT LEVEL WITH HIGHWAY.
 FF0029
 FF0029                          STATION RECOVERY (1987)
 FF0029
 FF0029'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0029'RECOVERED IN GOOD CONDITION.
 FF0029
 FF0029                          STATION RECOVERY (2002)
 FF0029
 FF0029'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0029'RECOVERED IN GOOD CONDITION.
 FF0029
 FF0029                          STATION RECOVERY (2003)
 FF0029
 FF0029'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0029'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0102 ***********************************************************************
 FF0102  DESIGNATION -  K 186
 FF0102  PID         -  FF0102
 FF0102  STATE/COUNTY-  AR/CRAIGHEAD
 FF0102  USGS QUAD   -  LAKE CITY (1983)
 FF0102
 FF0102                         *CURRENT SURVEY CONTROL
 FF0102  ___________________________________________________________________
 FF0102* NAD 83(1986)-  35 49 02.     (N)    090 26 10.     (W)     SCALED    
 FF0102* NAVD 88     -        69.684  (meters)     228.62   (feet)  POSTED    
 FF0102  ___________________________________________________________________
 FF0102  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FF0102  DYNAMIC HT  -          69.620 (meters)     228.41  (feet)  COMP
 FF0102  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 FF0102
 FF0102  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0102
 FF0102.The horizontal coordinates were scaled from a topographic map and have
 FF0102.an estimated accuracy of +/- 6 seconds.
 FF0102
 FF0102.The orthometric height was determined by differential leveling
 FF0102.and adjusted by the National Geodetic Survey in 1992..
 FF0102.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0102.rate of 1.1 thru 2.0 mm/km.
 FF0102
 FF0102.The geoid height was determined by GEOID03.
 FF0102
 FF0102.The dynamic height is computed by dividing the NAVD 88
 FF0102.geopotential number by the normal gravity value computed on the
 FF0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0102.degrees latitude (g = 980.6199 gals.).
 FF0102
 FF0102.The modeled gravity was interpolated from observed gravity values.
 FF0102
 FF0102;                    North         East    Units  Estimated Accuracy
 FF0102;SPC AR N     -   165,750.      541,320.      MT  (+/- 180 meters Scaled)
 FF0102
 FF0102                          SUPERSEDED SURVEY CONTROL
 FF0102
 FF0102  NGVD 29 (??/??/??)   69.633  (m)          228.45   (f) ADJUSTED    1 2
 FF0102
 FF0102.Superseded values are not recommended for survey control.
 FF0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0102.See file dsdata.txt to determine how the superseded data were derived.
 FF0102
 FF0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV316667(NAD 83)
 FF0102_MARKER: DB = BENCH MARK DISK
 FF0102_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0102_SP_SET: 48 FEET
 FF0102_STAMPING: K 186 1956
 FF0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0102
 FF0102  HISTORY     - Date     Condition        Report By
 FF0102  HISTORY     - 1956     MONUMENTED       CGS
 FF0102  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0102  HISTORY     - 20020731 POOR             USACE
 FF0102
 FF0102                          STATION DESCRIPTION
 FF0102
 FF0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0102'AT LAKE CITY.
 FF0102'AT LAKE CITY, ABOUT 0.15 MILE WEST-SOUTHWEST ALONG THE ST.
 FF0102'LOUIS-SAN FRANCISCO RAILWAY FROM THE CITY WATER TOWER, 36 FEET
 FF0102'SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK, 168 FEET EAST OF A
 FF0102'SWITCH STAND AT WEST END OF A SIDING, 69 FEET NORTHEAST AND
 FF0102'ACROSS A STREET FROM A FIRE HYDRANT, 41 FEET NORTH OF CENTER
 FF0102'LINE OF GRAVEL STREET, 71 FEET WEST-SOUTHWEST OF NORTHWEST CORNER
 FF0102'OF JAMES D. MOONEYHAM RESIDENCE, 18 FEET SOUTH OF SOUTH RAIL OF
 FF0102'A SIDE TRACK, 6 1/2 FEET SOUTH OF A TELEPHONE POLE, 2 1/2 FEET
 FF0102'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL
 FF0102'OF TRACK AND IS A DISK ON TOP OF A COPPER-COATED STEEL ROD
 FF0102'PROJECTING 1 INCH AND SURROUNDED BY A 4-INCH TILE WHICH PROJECTS
 FF0102'3 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 48-FEET.
 FF0102
 FF0102                          STATION RECOVERY (1978)
 FF0102
 FF0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0102'A MOBILE HOME APPEARS TO BE LOCATED OVER THE MARK.
 FF0102
 FF0102                          STATION RECOVERY (2002)
 FF0102
 FF0102'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0102'CONCRETE SLAB FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0156 ***********************************************************************
 GE0156  DESIGNATION -  K 187
 GE0156  PID         -  GE0156
 GE0156  STATE/COUNTY-  AR/GREENE
 GE0156  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0156
 GE0156                         *CURRENT SURVEY CONTROL
 GE0156  ___________________________________________________________________
 GE0156* NAD 83(1997)-  36 02 35.23617(N)    090 29 08.44017(W)     ADJUSTED  
 GE0156* NAVD 88     -        80.440  (meters)     263.91   (feet)  ADJUSTED  
 GE0156  ___________________________________________________________________
 GE0156  X           -     -43,766.486 (meters)                     COMP
 GE0156  Y           -  -5,163,041.672 (meters)                     COMP
 GE0156  Z           -   3,732,092.245 (meters)                     COMP
 GE0156  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 GE0156  ELLIP HEIGHT-          52.22  (meters)          (04/05/04) GPS OBS
 GE0156  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GE0156  DYNAMIC HT  -          80.372 (meters)     263.69  (feet)  COMP
 GE0156  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GE0156
 GE0156  HORZ ORDER  -  B
 GE0156  VERT ORDER  -  FIRST     CLASS II
 GE0156  ELLP ORDER  -  THIRD     CLASS II
 GE0156
 GE0156.The horizontal coordinates were established by GPS observations
 GE0156.and adjusted by the National Geodetic Survey in April 2004..
 GE0156
 GE0156.The orthometric height was determined by differential leveling
 GE0156.and adjusted by the National Geodetic Survey in June 1991..
 GE0156
 GE0156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0156
 GE0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0156
 GE0156.The ellipsoidal height was determined by GPS observations
 GE0156.and is referenced to NAD 83.
 GE0156
 GE0156.The geoid height was determined by GEOID03.
 GE0156
 GE0156.The dynamic height is computed by dividing the NAVD 88
 GE0156.geopotential number by the normal gravity value computed on the
 GE0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0156.degrees latitude (g = 980.6199 gals.).
 GE0156
 GE0156.The modeled gravity was interpolated from observed gravity values.
 GE0156
 GE0156;                    North         East     Units Scale Factor Converg.
 GE0156;SPC AR N     -   190,739.426   536,452.747   MT  0.99996793   +0 52 52.3
 GE0156;SPC AR N     -   625,784.27  1,760,012.05   sFT  0.99996793   +0 52 52.3
 GE0156;UTM  15      - 3,991,656.630   726,509.004   MT  1.00023223   +1 28 48.1
 GE0156
 GE0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0156!SPC AR N     -   0.99999180  x   0.99996793  =   0.99995973
 GE0156!UTM  15      -   0.99999180  x   1.00023223  =   1.00022403
 GE0156
 GE0156                          SUPERSEDED SURVEY CONTROL
 GE0156
 GE0156  NAVD 88 (04/05/04)   80.44   (m)          263.9    (f) LEVELING    3  
 GE0156  NGVD 29 (??/??/92)   80.430  (m)          263.88   (f) ADJ UNCH    1 2
 GE0156
 GE0156.Superseded values are not recommended for survey control.
 GE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0156.See file dsdata.txt to determine how the superseded data were derived.
 GE0156
 GE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2650991657(NAD 83)
 GE0156_MARKER: DB = BENCH MARK DISK
 GE0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0156_STAMPING: K 187 1956
 GE0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0156+STABILITY: SURFACE MOTION
 GE0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0156+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 GE0156
 GE0156  HISTORY     - Date     Condition        Report By
 GE0156  HISTORY     - 1956     MONUMENTED       CGS
 GE0156  HISTORY     - 20020319 GOOD             USACE
 GE0156
 GE0156                          STATION DESCRIPTION
 GE0156
 GE0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0156'0.8 MI S FROM PARAGOULD.
 GE0156'ABOUT 0.8 MILE SOUTH ALONG PEKIN STREET FROM THE ST. LOUIS
 GE0156'SOUTHWESTERN RAILWAY STATION AT PARAGOULD, AT THE JUNCTION OF
 GE0156'PEKIN STREET AND PEARL STREET WEST, 342 FEET NORTH OF NORTHEAST
 GE0156'CORNER OF HIGGINS AIRPORT, 30 FEET WEST OF CENTER LINE OF PEKIN
 GE0156'STREET, 38 FEET NORTHWEST OF CENTER OF JUNCTION OF STREETS, 22
 GE0156'FEET NORTH OF CENTER LINE OF PEARL STREET, 12 3/4 FEET NORTHWEST
 GE0156'OF NORTH END OF A 24-INCH PIPE CULVERT UNDER PEARL STREET, 4 1/2
 GE0156'FEET SOUTHWEST OF A FIRE HYDRANT, 2 1/2 FEET NORTH OF A STREET
 GE0156'SIGN POST, ABOUT LEVEL WITH STREETS AND SET IN THE TOP OF A
 GE0156'CONCRETE POST PROJECTING 2 INCHES.
 GE0156
 GE0156                          STATION RECOVERY (2002)
 GE0156
 GE0156'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0080 ***********************************************************************
 GE0080  DESIGNATION -  K 188
 GE0080  PID         -  GE0080
 GE0080  STATE/COUNTY-  AR/CLAY
 GE0080  USGS QUAD   -  RECTOR (1984)
 GE0080
 GE0080                         *CURRENT SURVEY CONTROL
 GE0080  ___________________________________________________________________
 GE0080* NAD 83(1986)-  36 18 11.     (N)    090 15 02.     (W)     SCALED    
 GE0080* NAVD 88     -        85.845  (meters)     281.64   (feet)  ADJUSTED  
 GE0080  ___________________________________________________________________
 GE0080  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GE0080  DYNAMIC HT  -          85.775 (meters)     281.41  (feet)  COMP
 GE0080  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GE0080
 GE0080  VERT ORDER  -  FIRST     CLASS II
 GE0080
 GE0080.The horizontal coordinates were scaled from a topographic map and have
 GE0080.an estimated accuracy of +/- 6 seconds.
 GE0080
 GE0080.The orthometric height was determined by differential leveling
 GE0080.and adjusted by the National Geodetic Survey in June 1991..
 GE0080
 GE0080.The geoid height was determined by GEOID03.
 GE0080
 GE0080.The dynamic height is computed by dividing the NAVD 88
 GE0080.geopotential number by the normal gravity value computed on the
 GE0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0080.degrees latitude (g = 980.6199 gals.).
 GE0080
 GE0080.The modeled gravity was interpolated from observed gravity values.
 GE0080
 GE0080;                    North         East    Units  Estimated Accuracy
 GE0080;SPC AR N     -   219,930.      557,130.      MT  (+/- 180 meters Scaled)
 GE0080
 GE0080                          SUPERSEDED SURVEY CONTROL
 GE0080
 GE0080  NGVD 29 (??/??/92)   85.837  (m)          281.62   (f) ADJ UNCH    1 2
 GE0080
 GE0080.Superseded values are not recommended for survey control.
 GE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0080.See file dsdata.txt to determine how the superseded data were derived.
 GE0080
 GE0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA468210(NAD 83)
 GE0080_MARKER: DB = BENCH MARK DISK
 GE0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0080_SP_SET: CULVERT
 GE0080_STAMPING: K 188 1956
 GE0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0080+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0080
 GE0080  HISTORY     - Date     Condition        Report By
 GE0080  HISTORY     - 1956     MONUMENTED       CGS
 GE0080  HISTORY     - 20020801 GOOD             USACE
 GE0080
 GE0080                          STATION DESCRIPTION
 GE0080
 GE0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0080'3.5 MI NE FROM RECTOR.
 GE0080'ABOUT 3.5 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0080'RAILWAY FROM THE STATION AT RECTOR, ABOUT 1 1/2 TELEPHONE POLES
 GE0080'NORTHEAST OF MILE POLE 82, AT AN EAST-WEST ROAD CROSSING, IN THE
 GE0080'TOP OF NORTHEAST END OF NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE
 GE0080'BOX CULVERT UNDER TRACK, 11 FEET NORTHWEST OF NORTHWEST RAIL,
 GE0080'26 1/2 FEET NORTH OF CENTER OF CROSSING, 1/2 FOOT SOUTHWEST OF
 GE0080'NORTHEAST END OF HEADWALL AND ABOUT 2 1/2 FEET BELOW LEVEL OF
 GE0080'TRACK.
 GE0080
 GE0080                          STATION RECOVERY (2002)
 GE0080
 GE0080'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1848 ***********************************************************************
 FE1848  DESIGNATION -  K 189
 FE1848  PID         -  FE1848
 FE1848  STATE/COUNTY-  AR/MISSISSIPPI
 FE1848  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1848
 FE1848                         *CURRENT SURVEY CONTROL
 FE1848  ___________________________________________________________________
 FE1848* NAD 83(1997)-  35 57 37.46142(N)    089 57 00.52953(W)     ADJUSTED  
 FE1848* NAVD 88     -        76.788  (meters)     251.93   (feet)  ADJUSTED  
 FE1848  ___________________________________________________________________
 FE1848  X           -       4,497.202 (meters)                     COMP
 FE1848  Y           -  -5,168,617.273 (meters)                     COMP
 FE1848  Z           -   3,724,665.085 (meters)                     COMP
 FE1848  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FE1848  ELLIP HEIGHT-          48.63  (meters)          (04/05/04) GPS OBS
 FE1848  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE1848  DYNAMIC HT  -          76.723 (meters)     251.72  (feet)  COMP
 FE1848  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 FE1848
 FE1848  HORZ ORDER  -  FIRST
 FE1848  VERT ORDER  -  FIRST     CLASS II
 FE1848  ELLP ORDER  -  FOURTH    CLASS II
 FE1848
 FE1848.This mark is at Arkansas Int Airport (BYH)
 FE1848
 FE1848.The horizontal coordinates were established by GPS observations
 FE1848.and adjusted by the National Geodetic Survey in April 2004..
 FE1848
 FE1848.The orthometric height was determined by differential leveling
 FE1848.and adjusted by the National Geodetic Survey in June 1991..
 FE1848
 FE1848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1848
 FE1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1848
 FE1848.The ellipsoidal height was determined by GPS observations
 FE1848.and is referenced to NAD 83.
 FE1848
 FE1848.The geoid height was determined by GEOID03.
 FE1848
 FE1848.The dynamic height is computed by dividing the NAVD 88
 FE1848.geopotential number by the normal gravity value computed on the
 FE1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1848.degrees latitude (g = 980.6199 gals.).
 FE1848
 FE1848.The modeled gravity was interpolated from observed gravity values.
 FE1848
 FE1848;                    North         East     Units Scale Factor Converg.
 FE1848;SPC AR N     -   182,437.123   584,893.412   MT  0.99995743   +1 11 34.1
 FE1848;SPC AR N     -   598,545.79  1,918,937.80   sFT  0.99995743   +1 11 34.1
 FE1848;UTM  16      - 3,983,581.286   233,940.621   MT  1.00047234   -1 44 00.3
 FE1848;UTM  15      - 3,983,858.098   775,053.973   MT  1.00053232   +1 47 31.5
 FE1848
 FE1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1848!SPC AR N     -   0.99999237  x   0.99995743  =   0.99994980
 FE1848!UTM  16      -   0.99999237  x   1.00047234  =   1.00046470
 FE1848!UTM  15      -   0.99999237  x   1.00053232  =   1.00052468
 FE1848
 FE1848                          SUPERSEDED SURVEY CONTROL
 FE1848
 FE1848  NAVD 88 (04/05/04)   76.79   (m)          251.9    (f) LEVELING    3  
 FE1848  NGVD 29 (??/??/??)   76.739  (m)          251.77   (f) ADJUSTED    1 2
 FE1848
 FE1848.Superseded values are not recommended for survey control.
 FE1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1848.See file dsdata.txt to determine how the superseded data were derived.
 FE1848
 FE1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3394183581(NAD 83)
 FE1848_MARKER: DB = BENCH MARK DISK
 FE1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1848_STAMPING: K 189 1956
 FE1848_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1848+STABILITY: SURFACE MOTION
 FE1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1848+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 FE1848
 FE1848  HISTORY     - Date     Condition        Report By
 FE1848  HISTORY     - 1956     MONUMENTED       CGS
 FE1848  HISTORY     - 1965     GOOD             CGS
 FE1848  HISTORY     - 20020320 GOOD             USACE
 FE1848  HISTORY     - 20030716 GOOD             EMCINC
 FE1848
 FE1848                          STATION DESCRIPTION
 FE1848
 FE1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1848'4.8 MI NW FROM BLYTHEVILLE.
 FE1848'3.75 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 151 FROM THE
 FE1848'JUNCTION OF U.S. HIGHWAY 61 AT BLYTHEVILLE, THENCE ABOUT 0.75
 FE1848'MILE EAST ALONG 4-LANE DIVIDED ENTRANCE ROAD TO BLYTHEVILLE AIR
 FE1848'FORCE BASE, THENCE ABOUT 0.1 MILE NORTH AND ABOUT 0.15 MILE EAST
 FE1848'ALONG STREETS, ABOUT 102 YARDS NORTH-NORTHEAST OF NORTHEAST
 FE1848'CORNER OF CONTROL TOWER, 15 1/2 FEET NORTH OF NORTH CURB LINE
 FE1848'OF EAST-WEST STREET, 70 1/2 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF
 FE1848'FIRE STATION TOWER BUILDING, 7.7 FEET WEST OF WEST EDGE OF A CONCRETE
 FE1848'APRON, 80 1/2 FEET EAST OF CENTER OF A CIRCULAR IRON MAN HOLE
 FE1848'LID, 98 FEET NORTH AND ACROSS STREET FROM THE CENTER OF A CIRCULAR
 FE1848'IRON MAN HOLE LID, 58 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF
 FE1848'A CONCRETE WALK AROUND THE FIRE STATION, ABOUT LEVEL WITH CONCRETE
 FE1848'CURB AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FE1848'GROUND.
 FE1848
 FE1848                          STATION RECOVERY (1965)
 FE1848
 FE1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FE1848'RECOVERED IN GOOD CONDITION.
 FE1848
 FE1848                          STATION RECOVERY (2002)
 FE1848
 FE1848'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1848'RECOVERED IN GOOD CONDITION.
 FE1848
 FE1848                          STATION RECOVERY (2003)
 FE1848
 FE1848'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1848'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0855 ***********************************************************************
 FG0855  DESIGNATION -  K 19
 FG0855  PID         -  FG0855
 FG0855  STATE/COUNTY-  AR/JOHNSON
 FG0855  USGS QUAD   -  LUDWIG (1980)
 FG0855
 FG0855                         *CURRENT SURVEY CONTROL
 FG0855  ___________________________________________________________________
 FG0855* NAD 83(1986)-  35 35 10.     (N)    093 26 16.     (W)     SCALED    
 FG0855* NAVD 88     -       502.977  (meters)    1650.18   (feet)  ADJUSTED  
 FG0855  ___________________________________________________________________
 FG0855  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FG0855  DYNAMIC HT  -         502.499 (meters)    1648.62  (feet)  COMP
 FG0855  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 FG0855
 FG0855  VERT ORDER  -  SECOND    CLASS 0
 FG0855
 FG0855.The horizontal coordinates were scaled from a topographic map and have
 FG0855.an estimated accuracy of +/- 6 seconds.
 FG0855
 FG0855.The orthometric height was determined by differential leveling
 FG0855.and adjusted by the National Geodetic Survey in June 1991..
 FG0855
 FG0855.The geoid height was determined by GEOID03.
 FG0855
 FG0855.The dynamic height is computed by dividing the NAVD 88
 FG0855.geopotential number by the normal gravity value computed on the
 FG0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0855.degrees latitude (g = 980.6199 gals.).
 FG0855
 FG0855.The modeled gravity was interpolated from observed gravity values.
 FG0855
 FG0855;                    North         East    Units  Estimated Accuracy
 FG0855;SPC AR N     -   139,940.      269,700.      MT  (+/- 180 meters Scaled)
 FG0855
 FG0855                          SUPERSEDED SURVEY CONTROL
 FG0855
 FG0855  NGVD 29 (??/??/92)  502.954  (m)         1650.11   (f) ADJ UNCH    2 0
 FG0855
 FG0855.Superseded values are not recommended for survey control.
 FG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0855.See file dsdata.txt to determine how the superseded data were derived.
 FG0855
 FG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV603381(NAD 83)
 FG0855_MARKER: DB = BENCH MARK DISK
 FG0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0855_STAMPING: 1650.108 K 19 1932
 FG0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0855+STABILITY: SURFACE MOTION
 FG0855
 FG0855  HISTORY     - Date     Condition        Report By
 FG0855  HISTORY     - 1932     MONUMENTED       CGS
 FG0855  HISTORY     - 1935     GOOD             NGS
 FG0855
 FG0855                          STATION DESCRIPTION
 FG0855
 FG0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG0855'4.5 MI S FROM OZONE.
 FG0855'ABOUT 4-1/2 MILES SOUTH ALONG STATE HIGHWAY 21 FROM OZONE, JOHNSON
 FG0855'COUNTY, AT SEC. 28, T. 11 N., R. 23 W., ABOUT 200 YARDS NORTH OF THE
 FG0855'C.H. DODGE HOME, 77 FEET SOUTH OF THE JUNCTION OF THE PRIVATE ROAD
 FG0855'LEADING TO THE HOUSE, 139 FEET SOUTH OF AN 18-INCH OAK TREE, AND 29
 FG0855'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FG0855'1650.108 K 19 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FG0855
 FG0855                          STATION RECOVERY (1935)
 FG0855
 FG0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0221 ***********************************************************************
 GE0221  DESIGNATION -  K 190
 GE0221  PID         -  GE0221
 GE0221  STATE/COUNTY-  AR/CLAY
 GE0221  USGS QUAD   -  KNOBEL (1993)
 GE0221
 GE0221                         *CURRENT SURVEY CONTROL
 GE0221  ___________________________________________________________________
 GE0221* NAD 83(1986)-  36 17 31.     (N)    090 35 16.     (W)     SCALED    
 GE0221* NAVD 88     -        85.417  (meters)     280.24   (feet)  ADJUSTED  
 GE0221  ___________________________________________________________________
 GE0221  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE0221  DYNAMIC HT  -          85.348 (meters)     280.01  (feet)  COMP
 GE0221  MODELED GRAV-     979,822.1   (mgal)                       NAVD 88
 GE0221
 GE0221  VERT ORDER  -  FIRST     CLASS II
 GE0221
 GE0221.The horizontal coordinates were scaled from a topographic map and have
 GE0221.an estimated accuracy of +/- 6 seconds.
 GE0221
 GE0221.The orthometric height was determined by differential leveling
 GE0221.and adjusted by the National Geodetic Survey in June 1991..
 GE0221
 GE0221.The geoid height was determined by GEOID03.
 GE0221
 GE0221.The dynamic height is computed by dividing the NAVD 88
 GE0221.geopotential number by the normal gravity value computed on the
 GE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0221.degrees latitude (g = 980.6199 gals.).
 GE0221
 GE0221.The modeled gravity was interpolated from observed gravity values.
 GE0221
 GE0221;                    North         East    Units  Estimated Accuracy
 GE0221;SPC AR N     -   218,210.      526,860.      MT  (+/- 180 meters Scaled)
 GE0221
 GE0221                          SUPERSEDED SURVEY CONTROL
 GE0221
 GE0221  NGVD 29 (??/??/92)   85.409  (m)          280.21   (f) ADJ UNCH    1 2
 GE0221
 GE0221.Superseded values are not recommended for survey control.
 GE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0221.See file dsdata.txt to determine how the superseded data were derived.
 GE0221
 GE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA166190(NAD 83)
 GE0221_MARKER: DB = BENCH MARK DISK
 GE0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0221_SP_SET: ABUTMENT
 GE0221_STAMPING: K 190 1956
 GE0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0221+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GE0221
 GE0221  HISTORY     - Date     Condition        Report By
 GE0221  HISTORY     - 1956     MONUMENTED       CGS
 GE0221  HISTORY     - 20020917 GOOD             USACE
 GE0221
 GE0221                          STATION DESCRIPTION
 GE0221
 GE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0221'2.2 MI SE FROM KNOBEL.
 GE0221'2.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0221'STATION AT KNOBEL, ABOUT 2 TELEPHONE POLES SOUTHEAST OF A ROAD
 GE0221'CROSSING, ABOUT 4 1/4 TELEPHONE POLES NORTHWEST OF MILE POST 201,
 GE0221'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 GE0221'ABUTMENT OF RAILROAD BRIDGE NO. 200.8, 7 1/2 FEET SOUTHWEST OF
 GE0221'SOUTHWEST RAIL, 1/2 FOOT NORTHEAST OF SOUTHWEST END OF ABUTMENT
 GE0221'AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 GE0221
 GE0221                          STATION RECOVERY (2002)
 GE0221
 GE0221'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0221'RR IS ABANDONED.  ACCESS IS DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0385 ***********************************************************************
 DL0385  DESIGNATION -  K 192 X
 DL0385  PID         -  DL0385
 DL0385  STATE/COUNTY-  AR/CLARK
 DL0385  USGS QUAD   -  CURTIS (1970)
 DL0385
 DL0385                         *CURRENT SURVEY CONTROL
 DL0385  ___________________________________________________________________
 DL0385* NAD 83(1986)-  33 58 38.     (N)    093 06 23.     (W)     SCALED    
 DL0385* NAVD 88     -        53.085  (meters)     174.16   (feet)  ADJUSTED  
 DL0385  ___________________________________________________________________
 DL0385  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL0385  DYNAMIC HT  -          53.032 (meters)     173.99  (feet)  COMP
 DL0385  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 DL0385
 DL0385  VERT ORDER  -  FIRST     CLASS II
 DL0385
 DL0385.The horizontal coordinates were scaled from a topographic map and have
 DL0385.an estimated accuracy of +/- 6 seconds.
 DL0385
 DL0385.The orthometric height was determined by differential leveling
 DL0385.and adjusted by the National Geodetic Survey in June 1991..
 DL0385
 DL0385.The geoid height was determined by GEOID03.
 DL0385
 DL0385.The dynamic height is computed by dividing the NAVD 88
 DL0385.geopotential number by the normal gravity value computed on the
 DL0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0385.degrees latitude (g = 980.6199 gals.).
 DL0385
 DL0385.The modeled gravity was interpolated from observed gravity values.
 DL0385
 DL0385;                    North         East    Units  Estimated Accuracy
 DL0385;SPC AR S     -   545,910.      297,770.      MT  (+/- 180 meters Scaled)
 DL0385
 DL0385                          SUPERSEDED SURVEY CONTROL
 DL0385
 DL0385  NGVD 29 (??/??/92)   53.094  (m)          174.19   (f) ADJ UNCH    1 2
 DL0385
 DL0385.Superseded values are not recommended for survey control.
 DL0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0385.See file dsdata.txt to determine how the superseded data were derived.
 DL0385
 DL0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT901596(NAD 83)
 DL0385_MARKER: DB = BENCH MARK DISK
 DL0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0385_SP_SET: BRIDGE
 DL0385_STAMPING: K 192 X 1959
 DL0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0385
 DL0385  HISTORY     - Date     Condition        Report By
 DL0385  HISTORY     - 1959     MONUMENTED       CGS
 DL0385  HISTORY     - 1930     GOOD             NGS
 DL0385
 DL0385                          STATION DESCRIPTION
 DL0385
 DL0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 DL0385'4.75 MI NE FROM GURDON.
 DL0385'ABOUT 4.75 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0385'THE STATION AT GURDON, 2 POLES SOUTH OF MILEPOLE 421.20, SET IN THE
 DL0385'TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT AT THE SOUTH END OF
 DL0385'A LONG CONCRETE BRIDGE NO. 421.5, 6 FEET WEST OF THE WEST RAIL, AND 1
 DL0385'1/2 FEET BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0308 ***********************************************************************
 DL0308  DESIGNATION -  K 193 X
 DL0308  PID         -  DL0308
 DL0308  STATE/COUNTY-  AR/OUACHITA
 DL0308  USGS QUAD   -  BRAGG CITY (1985)
 DL0308
 DL0308                         *CURRENT SURVEY CONTROL
 DL0308  ___________________________________________________________________
 DL0308* NAD 83(1986)-  33 37 46.     (N)    092 53 41.     (W)     SCALED    
 DL0308* NAVD 88     -        34.391  (meters)     112.83   (feet)  ADJUSTED  
 DL0308  ___________________________________________________________________
 DL0308  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DL0308  DYNAMIC HT  -          34.356 (meters)     112.72  (feet)  COMP
 DL0308  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 DL0308
 DL0308  VERT ORDER  -  FIRST     CLASS II
 DL0308
 DL0308.The horizontal coordinates were scaled from a topographic map and have
 DL0308.an estimated accuracy of +/- 6 seconds.
 DL0308
 DL0308.The orthometric height was determined by differential leveling
 DL0308.and adjusted by the National Geodetic Survey in June 1991..
 DL0308
 DL0308.The geoid height was determined by GEOID03.
 DL0308
 DL0308.The dynamic height is computed by dividing the NAVD 88
 DL0308.geopotential number by the normal gravity value computed on the
 DL0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0308.degrees latitude (g = 980.6199 gals.).
 DL0308
 DL0308.The modeled gravity was interpolated from observed gravity values.
 DL0308
 DL0308;                    North         East    Units  Estimated Accuracy
 DL0308;SPC AR S     -   507,150.      316,990.      MT  (+/- 180 meters Scaled)
 DL0308
 DL0308                          SUPERSEDED SURVEY CONTROL
 DL0308
 DL0308  NGVD 29 (??/??/92)   34.413  (m)          112.90   (f) ADJ UNCH    1 2
 DL0308
 DL0308.Superseded values are not recommended for survey control.
 DL0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0308.See file dsdata.txt to determine how the superseded data were derived.
 DL0308
 DL0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT097210(NAD 83)
 DL0308_MARKER: DB = BENCH MARK DISK
 DL0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0308_STAMPING: K 193 X 1959
 DL0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0308+STABILITY: SURFACE MOTION
 DL0308
 DL0308  HISTORY     - Date     Condition        Report By
 DL0308  HISTORY     - 1959     MONUMENTED       CGS
 DL0308  HISTORY     - 1960     GOOD             NGS
 DL0308  HISTORY     - 1964     GOOD             NGS
 DL0308
 DL0308                          STATION DESCRIPTION
 DL0308
 DL0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0308'5.6 MI NW FROM CAMDEN.
 DL0308'ABOUT 5.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0308'STATION AT CAMDEN, 0.3 MILE NORTHWEST OF A PRIVATE ROAD CROSSING AND A
 DL0308'GROUP OF SHACKS ON THE NORTHEAST SIDE OF THE TRACK, 35 FEET NORTH OF
 DL0308'THE 7TH TELEPHONE POLE SOUTHEAST OF MILEPOST 454, AT THE WEST END OF A
 DL0308'SMALL CLEARING, IN SECTION 6, T 13 S, R 17 W, 48 FEET NORTHEAST OF THE
 DL0308'NORTHEAST RAIL, 1 1/2 FEET NORTHEAST OF THE NORTHEAST RAILROAD RIGHT
 DL0308'OF WAY FENCE, 1 1/2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 DL0308'BELOW THE TRACKS, IN TOP OF A CONCRETE POST PROJECTING 7-INCHES.
 DL0308
 DL0308                          STATION RECOVERY (1964)
 DL0308
 DL0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0328 ***********************************************************************
 DL0328  DESIGNATION -  K 196
 DL0328  PID         -  DL0328
 DL0328  STATE/COUNTY-  AR/OUACHITA
 DL0328  USGS QUAD   -  CAMDEN (1985)
 DL0328
 DL0328                         *CURRENT SURVEY CONTROL
 DL0328  ___________________________________________________________________
 DL0328* NAD 83(1986)-  33 32 09.     (N)    092 48 52.     (W)     SCALED    
 DL0328* NAVD 88     -        38.298  (meters)     125.65   (feet)  ADJUSTED  
 DL0328  ___________________________________________________________________
 DL0328  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0328  DYNAMIC HT  -          38.259 (meters)     125.52  (feet)  COMP
 DL0328  MODELED GRAV-     979,599.9   (mgal)                       NAVD 88
 DL0328
 DL0328  VERT ORDER  -  FIRST     CLASS II
 DL0328
 DL0328.The horizontal coordinates were scaled from a topographic map and have
 DL0328.an estimated accuracy of +/- 6 seconds.
 DL0328
 DL0328.The orthometric height was determined by differential leveling
 DL0328.and adjusted by the National Geodetic Survey in June 1991..
 DL0328
 DL0328.The geoid height was determined by GEOID03.
 DL0328
 DL0328.The dynamic height is computed by dividing the NAVD 88
 DL0328.geopotential number by the normal gravity value computed on the
 DL0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0328.degrees latitude (g = 980.6199 gals.).
 DL0328
 DL0328.The modeled gravity was interpolated from observed gravity values.
 DL0328
 DL0328;                    North         East    Units  Estimated Accuracy
 DL0328;SPC AR S     -   496,700.      324,360.      MT  (+/- 180 meters Scaled)
 DL0328
 DL0328                          SUPERSEDED SURVEY CONTROL
 DL0328
 DL0328  NGVD 29 (??/??/92)   38.32   (m)          125.7    (f) COMPUTED    1 2
 DL0328
 DL0328.Superseded values are not recommended for survey control.
 DL0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0328.See file dsdata.txt to determine how the superseded data were derived.
 DL0328
 DL0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT172107(NAD 83)
 DL0328_MARKER: DB = BENCH MARK DISK
 DL0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0328_STAMPING: K 196 1960
 DL0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0328+STABILITY: SURFACE MOTION
 DL0328
 DL0328  HISTORY     - Date     Condition        Report By
 DL0328  HISTORY     - 1960     MONUMENTED       CGS
 DL0328  HISTORY     - 1964     GOOD             NGS
 DL0328
 DL0328                          STATION DESCRIPTION
 DL0328
 DL0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0328'3.35 MI SE FROM CAMDEN.
 DL0328'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0328'THE STATION AT CAMDEN, 6 POLES SOUTH OF MILEPOLE 463, IN SECTION 1, T
 DL0328'14 S, R 17 W, 9 RAILS NORTH OF AN ASPHALT ROAD CROSSING, 63 FEET WEST
 DL0328'OF THE CENTER LINE OF A GRADED DIRT ROAD, 46 FEET EAST OF THE CENTER
 DL0328'OF THE EAST RAIL OF THE MAIN TRACK, 27 FEET NORTHEAST OF A TELEPHONE
 DL0328'POLE, 2 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 DL0328'THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0328
 DL0328                          STATION RECOVERY (1964)
 DL0328
 DL0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0426 ***********************************************************************
 DL0426  DESIGNATION -  K 197
 DL0426  PID         -  DL0426
 DL0426  STATE/COUNTY-  AR/CLARK
 DL0426  USGS QUAD   -  GURDON (1970)
 DL0426
 DL0426                         *CURRENT SURVEY CONTROL
 DL0426  ___________________________________________________________________
 DL0426* NAD 83(1986)-  33 55 34.     (N)    093 09 37.     (W)     SCALED    
 DL0426* NAVD 88     -        66.498  (meters)     218.17   (feet)  ADJUSTED  
 DL0426  ___________________________________________________________________
 DL0426  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0426  DYNAMIC HT  -          66.431 (meters)     217.95  (feet)  COMP
 DL0426  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 DL0426
 DL0426  VERT ORDER  -  FIRST     CLASS II
 DL0426
 DL0426.This mark is at Gurdon Municipal Airport (5M8)
 DL0426
 DL0426.The horizontal coordinates were scaled from a topographic map and have
 DL0426.an estimated accuracy of +/- 6 seconds.
 DL0426
 DL0426.The orthometric height was determined by differential leveling
 DL0426.and adjusted by the National Geodetic Survey in June 1991..
 DL0426
 DL0426.The geoid height was determined by GEOID03.
 DL0426
 DL0426.The dynamic height is computed by dividing the NAVD 88
 DL0426.geopotential number by the normal gravity value computed on the
 DL0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0426.degrees latitude (g = 980.6199 gals.).
 DL0426
 DL0426.The modeled gravity was interpolated from observed gravity values.
 DL0426
 DL0426;                    North         East    Units  Estimated Accuracy
 DL0426;SPC AR S     -   540,300.      292,730.      MT  (+/- 180 meters Scaled)
 DL0426
 DL0426                          SUPERSEDED SURVEY CONTROL
 DL0426
 DL0426  NGVD 29 (??/??/92)   66.503  (m)          218.19   (f) ADJ UNCH    1 2
 DL0426
 DL0426.Superseded values are not recommended for survey control.
 DL0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0426.See file dsdata.txt to determine how the superseded data were derived.
 DL0426
 DL0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT851539(NAD 83)
 DL0426_MARKER: DB = BENCH MARK DISK
 DL0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0426_STAMPING: K 197 1960
 DL0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0426+STABILITY: SURFACE MOTION
 DL0426
 DL0426  HISTORY     - Date     Condition        Report By
 DL0426  HISTORY     - 1960     MONUMENTED       CGS
 DL0426  HISTORY     - 1964     GOOD             NGS
 DL0426  HISTORY     - 1970     MARK NOT FOUND   USGS
 DL0426
 DL0426                          STATION DESCRIPTION
 DL0426
 DL0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0426'1.0 MI NW FROM GURDON.
 DL0426'TO REACH MARK FROM GURDON, FROM JUNCTION OF U.S. HIGHWAY 67 AND STATE
 DL0426'HIGHWAY 53, GO NORTHEAST FOR 0.4 MILE, TURN LEFT AND GO WEST ON GRAVEL
 DL0426'ROAD FOR 0.5 MILE TO CROSSROADS AND MARK ON LEFT.  NOTE-- AT NORTHEAST
 DL0426'CORNER OF THE AIRPORT, IN THE SOUTHWEST ANGLE OF CROSSROADS, AND 1
 DL0426'FOOT SOUTH OF A GREEN METAL POST THAT PROJECTS ABOUT 4 1/2 FEET AND
 DL0426'LEADS TO UNDERGROUND TELEPHONE WIRES.
 DL0426
 DL0426                          STATION RECOVERY (1970)
 DL0426
 DL0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DL0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0221 ***********************************************************************
 DL0221  DESIGNATION -  K 198
 DL0221  PID         -  DL0221
 DL0221  STATE/COUNTY-  AR/UNION
 DL0221  USGS QUAD   -  SMACKOVER (1985)
 DL0221
 DL0221                         *CURRENT SURVEY CONTROL
 DL0221  ___________________________________________________________________
 DL0221* NAD 83(1986)-  33 21 12.     (N)    092 39 11.     (W)     SCALED    
 DL0221* NAVD 88     -        31.476  (meters)     103.27   (feet)  ADJUSTED  
 DL0221  ___________________________________________________________________
 DL0221  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0221  DYNAMIC HT  -          31.442 (meters)     103.16  (feet)  COMP
 DL0221  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 DL0221
 DL0221  VERT ORDER  -  FIRST     CLASS II
 DL0221
 DL0221.The horizontal coordinates were scaled from a topographic map and have
 DL0221.an estimated accuracy of +/- 6 seconds.
 DL0221
 DL0221.The orthometric height was determined by differential leveling
 DL0221.and adjusted by the National Geodetic Survey in June 1991..
 DL0221
 DL0221.The geoid height was determined by GEOID03.
 DL0221
 DL0221.The dynamic height is computed by dividing the NAVD 88
 DL0221.geopotential number by the normal gravity value computed on the
 DL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0221.degrees latitude (g = 980.6199 gals.).
 DL0221
 DL0221.The modeled gravity was interpolated from observed gravity values.
 DL0221
 DL0221;                    North         East    Units  Estimated Accuracy
 DL0221;SPC AR S     -   476,360.      339,220.      MT  (+/- 180 meters Scaled)
 DL0221
 DL0221                          SUPERSEDED SURVEY CONTROL
 DL0221
 DL0221  NGVD 29 (??/??/92)   31.510  (m)          103.38   (f) ADJ UNCH    1 2
 DL0221
 DL0221.Superseded values are not recommended for survey control.
 DL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0221.See file dsdata.txt to determine how the superseded data were derived.
 DL0221
 DL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322905(NAD 83)
 DL0221_MARKER: DB = BENCH MARK DISK
 DL0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0221_SP_SET: FOUNDATION
 DL0221_STAMPING: K 198 1960
 DL0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0221
 DL0221  HISTORY     - Date     Condition        Report By
 DL0221  HISTORY     - 1960     MONUMENTED       CGS
 DL0221  HISTORY     - 1964     GOOD             NGS
 DL0221
 DL0221                          STATION DESCRIPTION
 DL0221
 DL0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0221'2.95 MI N FROM NORPHLET.
 DL0221'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0221'STATION AT NORPHLET, THENCE 2.65 MILES NORTH ALONG AN ASPHALT ROAD, IN
 DL0221'SECTION 9, T 16 S, R 15 W, SET IN THE TOP OF A 4-INCH PIPE FILLED WITH
 DL0221'CONCRETE, 80 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 152 FEET
 DL0221'SOUTH OF THE INTERSECTION WITH A GRADED DIRT ROAD, 52 FEET EAST OF THE
 DL0221'NORTHEAST LEG OF OIL DERRICK, 51 FEET WEST OF A POWER POLE, AT AN
 DL0221'ABONDONED CONCRETE FOUNDATION OF GASOLINE ENGINE USED FOR OIL WELL
 DL0221'PUMP, AT THE EAST END OF THE FOUNDATION, ABOUT LEVEL WITH THE ROAD,
 DL0221'AND ABOUT 4 INCHES ABOVE THE GROUND.
 DL0221
 DL0221                          STATION RECOVERY (1964)
 DL0221
 DL0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0838 ***********************************************************************
 DL0838  DESIGNATION -  K 199
 DL0838  PID         -  DL0838
 DL0838  STATE/COUNTY-  AR/LAFAYETTE
 DL0838  USGS QUAD   -  BRADLEY (1978)
 DL0838
 DL0838                         *CURRENT SURVEY CONTROL
 DL0838  ___________________________________________________________________
 DL0838* NAD 83(1986)-  33 06 22.     (N)    093 41 46.     (W)     SCALED    
 DL0838* NAVD 88     -        78.528  (meters)     257.64   (feet)  ADJUSTED  
 DL0838  ___________________________________________________________________
 DL0838  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL0838  DYNAMIC HT  -          78.443 (meters)     257.36  (feet)  COMP
 DL0838  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 DL0838
 DL0838  VERT ORDER  -  FIRST     CLASS II
 DL0838
 DL0838.The horizontal coordinates were scaled from a topographic map and have
 DL0838.an estimated accuracy of +/- 6 seconds.
 DL0838
 DL0838.The orthometric height was determined by differential leveling
 DL0838.and adjusted by the National Geodetic Survey in June 1991..
 DL0838
 DL0838.The geoid height was determined by GEOID03.
 DL0838
 DL0838.The dynamic height is computed by dividing the NAVD 88
 DL0838.geopotential number by the normal gravity value computed on the
 DL0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0838.degrees latitude (g = 980.6199 gals.).
 DL0838
 DL0838.The modeled gravity was interpolated from observed gravity values.
 DL0838
 DL0838;                    North         East    Units  Estimated Accuracy
 DL0838;SPC AR S     -   450,050.      241,680.      MT  (+/- 180 meters Scaled)
 DL0838
 DL0838                          SUPERSEDED SURVEY CONTROL
 DL0838
 DL0838  NGVD 29 (??/??/92)   78.588  (m)          257.83   (f) ADJ UNCH    1 2
 DL0838
 DL0838.Superseded values are not recommended for survey control.
 DL0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0838.See file dsdata.txt to determine how the superseded data were derived.
 DL0838
 DL0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS350632(NAD 83)
 DL0838_MARKER: DB = BENCH MARK DISK
 DL0838_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0838_SP_SET: 64 FT.
 DL0838_STAMPING: K 199 1960
 DL0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0838
 DL0838  HISTORY     - Date     Condition        Report By
 DL0838  HISTORY     - 1960     MONUMENTED       CGS
 DL0838  HISTORY     - 1963     GOOD             NGS
 DL0838
 DL0838                          STATION DESCRIPTION
 DL0838
 DL0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0838'3.0 MI W FROM BRADLEY.
 DL0838'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0838'SOUTHWESTERN RAILWAY STATION AT BRADLEY, 40 FEET NORTH OF THE CENTER
 DL0838'LINE OF THE HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF ENTRANCE TO AN
 DL0838'OIL WELL AND 2 STORAGE TANKS, 14 FEET EAST OF EAST END OF A CATTLE
 DL0838'GUARD, 0.8 FEET SOUTH OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL
 DL0838'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A
 DL0838'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 64 FEET AND IS
 DL0838'ENCASED IN A 6-INCH TILE THAT PROJECTS 2 INCHES.
 DL0838
 DL0838                          STATION RECOVERY (1963)
 DL0838
 DL0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0123 ***********************************************************************
 FH0123  DESIGNATION -  K 20
 FH0123  PID         -  FH0123
 FH0123  STATE/COUNTY-  AR/SEBASTIAN
 FH0123  USGS QUAD   -  GREENWOOD (1987)
 FH0123
 FH0123                         *CURRENT SURVEY CONTROL
 FH0123  ___________________________________________________________________
 FH0123* NAD 83(1986)-  35 11 41.     (N)    094 15 48.     (W)     SCALED    
 FH0123* NAVD 88     -       157.870  (meters)     517.95   (feet)  ADJUSTED  
 FH0123  ___________________________________________________________________
 FH0123  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FH0123  DYNAMIC HT  -         157.717 (meters)     517.44  (feet)  COMP
 FH0123  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 FH0123
 FH0123  VERT ORDER  -  FIRST     CLASS II
 FH0123
 FH0123.The horizontal coordinates were scaled from a topographic map and have
 FH0123.an estimated accuracy of +/- 6 seconds.
 FH0123
 FH0123.The orthometric height was determined by differential leveling
 FH0123.and adjusted by the National Geodetic Survey in June 1991..
 FH0123
 FH0123.The geoid height was determined by GEOID03.
 FH0123
 FH0123.The dynamic height is computed by dividing the NAVD 88
 FH0123.geopotential number by the normal gravity value computed on the
 FH0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0123.degrees latitude (g = 980.6199 gals.).
 FH0123
 FH0123.The modeled gravity was interpolated from observed gravity values.
 FH0123
 FH0123;                    North         East    Units  Estimated Accuracy
 FH0123;SPC AR N     -    97,930.      193,900.      MT  (+/- 180 meters Scaled)
 FH0123
 FH0123                          SUPERSEDED SURVEY CONTROL
 FH0123
 FH0123  NGVD 29 (??/??/92)  158.247  (m)          519.18   (f) ADJ UNCH    1 2
 FH0123
 FH0123.Superseded values are not recommended for survey control.
 FH0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0123.See file dsdata.txt to determine how the superseded data were derived.
 FH0123
 FH0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU849953(NAD 83)
 FH0123_MARKER: DB = BENCH MARK DISK
 FH0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0123_MARK LOGO: CGS   
 FH0123_PROJECTION: PROJECTING 91 CENTIMETERS
 FH0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0123+STABILITY: SURFACE MOTION
 FH0123
 FH0123  HISTORY     - Date     Condition        Report By
 FH0123  HISTORY     - UNK      MONUMENTED       CGS
 FH0123  HISTORY     - 1931     GOOD             NGS
 FH0123  HISTORY     - 1959     GOOD             NGS
 FH0123  HISTORY     - 1985     GOOD             NGS
 FH0123  HISTORY     - 198505   MARK NOT FOUND   USGS
 FH0123  HISTORY     - 1987     GOOD             USPSQD
 FH0123  HISTORY     - 1988     GOOD             USPSQD
 FH0123  HISTORY     - 1989     GOOD             USPSQD
 FH0123  HISTORY     - 1990     GOOD             USPSQD
 FH0123
 FH0123                          STATION DESCRIPTION
 FH0123
 FH0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FH0123'1.7 MI S FROM GREENWOOD.
 FH0123'THE MARK IS LOCATED ON HIGHWAY U.S. 71, 1.7 MILES SOUTH OF
 FH0123'J-20 NEAR GREENWOOD ON THE WEST SIDE OF THE PAVEMENT.  THE
 FH0123'MARK IS 6.3 FT. WEST OF THE WEST EDGE OF THE PAVEMENT SET IN
 FH0123'TOP OF F.A.P. MARKE 187A.  NOTE-- 1.4 MI S ALONG U.S. HWY FROM
 FH0123'JCT WITH ST HWYS 10 AND 96 IN WEST EDGE OF GREENWOOD.
 FH0123
 FH0123                          STATION RECOVERY (1959)
 FH0123
 FH0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0123'RECOVERED IN GOOD CONDITION.
 FH0123
 FH0123                          STATION RECOVERY (1985)
 FH0123
 FH0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0123'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  0.48 KM
 FH0123'(0.3 MI) WEST ALONG STATE ROUTE 10 S SPUR FROM THE SEBASTIAN COUNTY
 FH0123'COURTHOUSE IN GREENWOOD, THENCE 2.12 KM (1.35 MI) SOUTH ALONG OLD
 FH0123'HIGHWAY 71, ON THE RIGHT IN THE FENCE LINE, ABOUT 1/4 MILE SOUTH OF A
 FH0123'FEED STORE, SET IN TOP OF A FEDERAL AID PROJECT POST 1-FOOT SQUARE AND
 FH0123'3-FEET ABOVE THE GROUND, 0.15 METERS (0.5 FT) EAST OF THE FENCE LINE,
 FH0123'1.06 METERS (3.5 FT) NORTHWEST OF A POWERLINE POLE, AND 11.27 METERS
 FH0123'(37.0 FT) WEST OF THE CENTERLINE OF OLD HIGHWAY 71.  NOTE, THERE IS A
 FH0123'PLAQUE ON THE EAST FACE OF THE CONCRETE POST STAMPED F.A.P. 187-A
 FH0123'FEDERAL AID PROJECT.
 FH0123
 FH0123                          STATION RECOVERY (1985)
 FH0123
 FH0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (WDS)
 FH0123'MARK NOT FOUND.
 FH0123
 FH0123                          STATION RECOVERY (1987)
 FH0123
 FH0123'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0123'RECOVERED IN GOOD CONDITION.
 FH0123
 FH0123                          STATION RECOVERY (1988)
 FH0123
 FH0123'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0123'RECOVERED IN GOOD CONDITION.
 FH0123
 FH0123                          STATION RECOVERY (1989)
 FH0123
 FH0123'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0123'RECOVERED IN GOOD CONDITION.
 FH0123
 FH0123                          STATION RECOVERY (1990)
 FH0123
 FH0123'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0115 ***********************************************************************
 DL0115  DESIGNATION -  K 200
 DL0115  PID         -  DL0115
 DL0115  STATE/COUNTY-  AR/UNION
 DL0115  USGS QUAD   -  NEW UNION (1981)
 DL0115
 DL0115                         *CURRENT SURVEY CONTROL
 DL0115  ___________________________________________________________________
 DL0115* NAD 83(1986)-  33 09 31.     (N)    092 14 54.     (W)     SCALED    
 DL0115* NAVD 88     -        31.269  (meters)     102.59   (feet)  ADJUSTED  
 DL0115  ___________________________________________________________________
 DL0115  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DL0115  DYNAMIC HT  -          31.235 (meters)     102.48  (feet)  COMP
 DL0115  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DL0115
 DL0115  VERT ORDER  -  FIRST     CLASS II
 DL0115
 DL0115.The horizontal coordinates were scaled from a topographic map and have
 DL0115.an estimated accuracy of +/- 6 seconds.
 DL0115
 DL0115.The orthometric height was determined by differential leveling
 DL0115.and adjusted by the National Geodetic Survey in June 1991..
 DL0115
 DL0115.The geoid height was determined by GEOID03.
 DL0115
 DL0115.The dynamic height is computed by dividing the NAVD 88
 DL0115.geopotential number by the normal gravity value computed on the
 DL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0115.degrees latitude (g = 980.6199 gals.).
 DL0115
 DL0115.The modeled gravity was interpolated from observed gravity values.
 DL0115
 DL0115;                    North         East    Units  Estimated Accuracy
 DL0115;SPC AR S     -   454,590.      376,830.      MT  (+/- 180 meters Scaled)
 DL0115
 DL0115                          SUPERSEDED SURVEY CONTROL
 DL0115
 DL0115  NGVD 29 (??/??/92)   31.325  (m)          102.77   (f) ADJ UNCH    1 2
 DL0115
 DL0115.Superseded values are not recommended for survey control.
 DL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0115.See file dsdata.txt to determine how the superseded data were derived.
 DL0115
 DL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS700691(NAD 83)
 DL0115_MARKER: DB = BENCH MARK DISK
 DL0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0115_STAMPING: K 200 1960
 DL0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0115+STABILITY: SURFACE MOTION
 DL0115
 DL0115  HISTORY     - Date     Condition        Report By
 DL0115  HISTORY     - 1960     MONUMENTED       CGS
 DL0115  HISTORY     - 1964     GOOD             NGS
 DL0115
 DL0115                          STATION DESCRIPTION
 DL0115
 DL0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0115'9.9 MI NW FROM FELSENTHAL.
 DL0115'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0115'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD TO THE
 DL0115'INTERSECTION OF U. S. HIGHWAY 82, THENCE 2.5 MILES NORTHWEST ALONG A
 DL0115'GRADED DIRT ROAD, IN SECTION 9, T 18 S, R 11 W, 83 FEET SOUTH OF THE
 DL0115'CENTER OF A ROAD INTERSECTION, 62 FEET SOUTHWEST OF THE CENTER LINE OF
 DL0115'A GRADED DIRT ROAD, 70 FEET SOUTHEAST OF THE CENTER LINE OF A GRADED
 DL0115'DIRT ROAD, 93 FEET SOUTHEAST AND ACROSS A GRADED DIRT ROAD FROM A
 DL0115'POWER POLE, 45 FEET SOUTHEAST OF A 15-INCH OAK TREE, 1.6 FEET SOUTH OF
 DL0115'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 DL0115'CONCRETE POST PROJECTING 5 INCHES.
 DL0115
 DL0115                          STATION RECOVERY (1964)
 DL0115
 DL0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0082 ***********************************************************************
 DL0082  DESIGNATION -  K 201
 DL0082  PID         -  DL0082
 DL0082  STATE/COUNTY-  AR/UNION
 DL0082  USGS QUAD   -  URBANA (1981)
 DL0082
 DL0082                         *CURRENT SURVEY CONTROL
 DL0082  ___________________________________________________________________
 DL0082* NAD 83(1986)-  33 14 06.     (N)    092 29 16.     (W)     SCALED    
 DL0082* NAVD 88     -        47.524  (meters)     155.92   (feet)  ADJUSTED  
 DL0082  ___________________________________________________________________
 DL0082  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0082  DYNAMIC HT  -          47.473 (meters)     155.75  (feet)  COMP
 DL0082  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 DL0082
 DL0082  VERT ORDER  -  FIRST     CLASS II
 DL0082
 DL0082.The horizontal coordinates were scaled from a topographic map and have
 DL0082.an estimated accuracy of +/- 6 seconds.
 DL0082
 DL0082.The orthometric height was determined by differential leveling
 DL0082.and adjusted by the National Geodetic Survey in June 1991..
 DL0082
 DL0082.The geoid height was determined by GEOID03.
 DL0082
 DL0082.The dynamic height is computed by dividing the NAVD 88
 DL0082.geopotential number by the normal gravity value computed on the
 DL0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0082.degrees latitude (g = 980.6199 gals.).
 DL0082
 DL0082.The modeled gravity was interpolated from observed gravity values.
 DL0082
 DL0082;                    North         East    Units  Estimated Accuracy
 DL0082;SPC AR S     -   463,150.      354,540.      MT  (+/- 180 meters Scaled)
 DL0082
 DL0082                          SUPERSEDED SURVEY CONTROL
 DL0082
 DL0082  NGVD 29 (??/??/92)   47.566  (m)          156.06   (f) ADJ UNCH    1 2
 DL0082
 DL0082.Superseded values are not recommended for survey control.
 DL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0082.See file dsdata.txt to determine how the superseded data were derived.
 DL0082
 DL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS477774(NAD 83)
 DL0082_MARKER: DB = BENCH MARK DISK
 DL0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0082_STAMPING: K 201 1960
 DL0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0082+STABILITY: SURFACE MOTION
 DL0082
 DL0082  HISTORY     - Date     Condition        Report By
 DL0082  HISTORY     - 1960     MONUMENTED       CGS
 DL0082  HISTORY     - 1964     GOOD             NGS
 DL0082  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0082
 DL0082                          STATION DESCRIPTION
 DL0082
 DL0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0082'2.8 MI E FROM OLD UNION.
 DL0082'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH AT
 DL0082'OLD UNION, THENCE 1.8 MILES EAST ALONG STATE HIGHWAY 15, IN THE
 DL0082'SOUTHWEST 1/4 OF SECTION 18, T 17 S, R 13 W, 0.1 MILE WEST OF TWO
 DL0082'LARGE CORRUGATED STEEL CULVERTS UNDER THE HIGHWAY, ON THE CREST OF A
 DL0082'HILL WHICH IS COVERED WITH PINE TREES, 50 FEET NORTH OF THE CENTER
 DL0082'LINE OF THE HIGHWAY, NORTH AND ACROSS THE HIGHWAY FROM A DIM WOODS
 DL0082'ROAD LEADING SOUTH, 78 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A
 DL0082'15-INCH OAK TREE, 27 FEET NORTH OF A 25-INCH OAK TREE, 2.2 FEET NORTH
 DL0082'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP
 DL0082'OF A CONCRETE POST PROJECTING 7 INCHES.  NOTE-- MARK RECOVERED ABOUT
 DL0082'2.8 MILES EAST OF OLD UNION ROAD, ON TOP OF A HILL, ABOUT 50 FEET
 DL0082'NORTH OF CENTERLINE OF ROAD, ABOUT 8 FEET NORTH OF EDGE OF CUT AND
 DL0082'ABOUT 10 FEET HIGHER THAN THE ROAD.
 DL0082
 DL0082                          STATION RECOVERY (1964)
 DL0082
 DL0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0082'RECOVERED IN GOOD CONDITION.
 DL0082
 DL0082                          STATION RECOVERY (2004)
 DL0082
 DL0082'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0554 ***********************************************************************
 DL0554  DESIGNATION -  K 202
 DL0554  PID         -  DL0554
 DL0554  STATE/COUNTY-  AR/COLUMBIA
 DL0554  USGS QUAD   -  WALDO (1968)
 DL0554
 DL0554                         *CURRENT SURVEY CONTROL
 DL0554  ___________________________________________________________________
 DL0554* NAD 83(1986)-  33 21 02.     (N)    093 19 29.     (W)     SCALED    
 DL0554* NAVD 88     -        88.646  (meters)     290.83   (feet)  ADJUSTED  
 DL0554  ___________________________________________________________________
 DL0554  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL0554  DYNAMIC HT  -          88.551 (meters)     290.52  (feet)  COMP
 DL0554  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DL0554
 DL0554  VERT ORDER  -  FIRST     CLASS II
 DL0554
 DL0554.The horizontal coordinates were scaled from a topographic map and have
 DL0554.an estimated accuracy of +/- 6 seconds.
 DL0554
 DL0554.The orthometric height was determined by differential leveling
 DL0554.and adjusted by the National Geodetic Survey in June 1991..
 DL0554
 DL0554.The geoid height was determined by GEOID03.
 DL0554
 DL0554.The dynamic height is computed by dividing the NAVD 88
 DL0554.geopotential number by the normal gravity value computed on the
 DL0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0554.degrees latitude (g = 980.6199 gals.).
 DL0554
 DL0554.The modeled gravity was interpolated from observed gravity values.
 DL0554
 DL0554;                    North         East    Units  Estimated Accuracy
 DL0554;SPC AR S     -   476,650.      276,700.      MT  (+/- 180 meters Scaled)
 DL0554
 DL0554                          SUPERSEDED SURVEY CONTROL
 DL0554
 DL0554  NGVD 29 (??/??/92)   88.677  (m)          290.93   (f) ADJ UNCH    1 2
 DL0554
 DL0554.Superseded values are not recommended for survey control.
 DL0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0554.See file dsdata.txt to determine how the superseded data were derived.
 DL0554
 DL0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS697901(NAD 83)
 DL0554_MARKER: DB = BENCH MARK DISK
 DL0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0554_STAMPING: K 202 1960
 DL0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0554+STABILITY: SURFACE MOTION
 DL0554
 DL0554  HISTORY     - Date     Condition        Report By
 DL0554  HISTORY     - 1960     MONUMENTED       CGS
 DL0554  HISTORY     - 1963     GOOD             NGS
 DL0554
 DL0554                          STATION DESCRIPTION
 DL0554
 DL0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0554'1.8 MI W FROM WALDO.
 DL0554'ABOUT 1.8 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0554'STATION AT WALDO, IN SECTION 13, T 16 S, R 22 W, 217 FEET SOUTH OF THE
 DL0554'SOUTH RAIL OF THE TRACK, 1 POLE EAST OF MILEPOST 375, 210 FEET SOUTH
 DL0554'OF THE SOUTHWEST CORNER OF A SMALL WOODEN TRESTLE, 43 FEET NORTH OF
 DL0554'THE CENTER LINE OF U.S. HIGHWAY 82, 13 FEET SOUTHEAST OF THE SOUTHEAST
 DL0554'CORNER OF A SMALL TIN BUILDING, 3 FEET NORTHWEST OF A FENCE CORNER
 DL0554'POST, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW
 DL0554'THE TRACK, ABOUT 3 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A
 DL0554'CONCRETE POST PROJECTING 6 INCHES.
 DL0554
 DL0554                          STATION RECOVERY (1963)
 DL0554
 DL0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0767 ***********************************************************************
 DL0767  DESIGNATION -  K 203
 DL0767  PID         -  DL0767
 DL0767  STATE/COUNTY-  AR/LAFAYETTE
 DL0767  USGS QUAD   -  LEWISVILLE (1978)
 DL0767
 DL0767                         *CURRENT SURVEY CONTROL
 DL0767  ___________________________________________________________________
 DL0767* NAD 83(1986)-  33 16 48.     (N)    093 36 30.     (W)     SCALED    
 DL0767* NAVD 88     -        79.567  (meters)     261.05   (feet)  ADJUSTED  
 DL0767  ___________________________________________________________________
 DL0767  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DL0767  DYNAMIC HT  -          79.482 (meters)     260.77  (feet)  COMP
 DL0767  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 DL0767
 DL0767  VERT ORDER  -  FIRST     CLASS II
 DL0767
 DL0767.The horizontal coordinates were scaled from a topographic map and have
 DL0767.an estimated accuracy of +/- 6 seconds.
 DL0767
 DL0767.The orthometric height was determined by differential leveling
 DL0767.and adjusted by the National Geodetic Survey in June 1991..
 DL0767
 DL0767.The geoid height was determined by GEOID03.
 DL0767
 DL0767.The dynamic height is computed by dividing the NAVD 88
 DL0767.geopotential number by the normal gravity value computed on the
 DL0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0767.degrees latitude (g = 980.6199 gals.).
 DL0767
 DL0767.The modeled gravity was interpolated from observed gravity values.
 DL0767
 DL0767;                    North         East    Units  Estimated Accuracy
 DL0767;SPC AR S     -   469,200.      250,180.      MT  (+/- 180 meters Scaled)
 DL0767
 DL0767                          SUPERSEDED SURVEY CONTROL
 DL0767
 DL0767  NGVD 29 (??/??/92)   79.614  (m)          261.20   (f) ADJ UNCH    1 2
 DL0767
 DL0767.Superseded values are not recommended for survey control.
 DL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0767.See file dsdata.txt to determine how the superseded data were derived.
 DL0767
 DL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS433824(NAD 83)
 DL0767_MARKER: DB = BENCH MARK DISK
 DL0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0767_STAMPING: K 203 1960
 DL0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0767+STABILITY: SURFACE MOTION
 DL0767
 DL0767  HISTORY     - Date     Condition        Report By
 DL0767  HISTORY     - 1960     MONUMENTED       CGS
 DL0767  HISTORY     - 1963     GOOD             NGS
 DL0767
 DL0767                          STATION DESCRIPTION
 DL0767
 DL0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0767'6.1 MI SW FROM LEWISVILLE.
 DL0767'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0767'STATION AT LEWISVILLE, THENCE 5.4 MILES SOUTH ALONG THE ST. LOUIS
 DL0767'SOUTHWESTERN RAILWAY, IN SECTION 8, T 17 S, R 24 W, 46 1/2 FEET EAST
 DL0767'OF THE EAST RAIL, 126 1/2 FEET NORTHEAST AND ACROSS THE TRACK FROM
 DL0767'POLE NO. 395.20, 6 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 2 FEET
 DL0767'WEST OF A FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2
 DL0767'FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 DL0767'INCHES.
 DL0767
 DL0767                          STATION RECOVERY (1963)
 DL0767
 DL0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0512 ***********************************************************************
 DL0512  DESIGNATION -  K 204
 DL0512  PID         -  DL0512
 DL0512  STATE/COUNTY-  AR/OUACHITA
 DL0512  USGS QUAD   -  STEPHENS (1976)
 DL0512
 DL0512                         *CURRENT SURVEY CONTROL
 DL0512  ___________________________________________________________________
 DL0512* NAD 83(1997)-  33 27 30.24224(N)    093 01 20.37853(W)     ADJUSTED  
 DL0512* NAVD 88     -        63.648  (meters)     208.82   (feet)  ADJUSTED  
 DL0512  ___________________________________________________________________
 DL0512  X           -    -280,847.959 (meters)                     COMP
 DL0512  Y           -  -5,319,236.841 (meters)                     COMP
 DL0512  Z           -   3,496,506.436 (meters)                     COMP
 DL0512  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DL0512  ELLIP HEIGHT-          37.27  (meters)          (09/24/01) GPS OBS
 DL0512  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0512  DYNAMIC HT  -          63.581 (meters)     208.60  (feet)  COMP
 DL0512  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 DL0512
 DL0512  HORZ ORDER  -  FIRST
 DL0512  VERT ORDER  -  FIRST     CLASS II
 DL0512  ELLP ORDER  -  FOURTH    CLASS II
 DL0512
 DL0512.The horizontal coordinates were established by GPS observations
 DL0512.and adjusted by the National Geodetic Survey in September 1999..
 DL0512
 DL0512.The orthometric height was determined by differential leveling
 DL0512.and adjusted by the National Geodetic Survey in June 1991..
 DL0512
 DL0512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0512
 DL0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0512
 DL0512.The ellipsoidal height was determined by GPS observations
 DL0512.and is referenced to NAD 83.
 DL0512
 DL0512.The geoid height was determined by GEOID03.
 DL0512
 DL0512.The dynamic height is computed by dividing the NAVD 88
 DL0512.geopotential number by the normal gravity value computed on the
 DL0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0512.degrees latitude (g = 980.6199 gals.).
 DL0512
 DL0512.The modeled gravity was interpolated from observed gravity values.
 DL0512
 DL0512;                    North         East     Units Scale Factor Converg.
 DL0512;SPC AR S     -   488,288.322   304,961.886   MT  0.99996865   -0 34 19.9
 DL0512;SPC AR S     - 1,601,992.60  1,000,529.12   sFT  0.99996865   -0 34 19.9
 DL0512;UTM  15      - 3,702,107.376   497,925.122   MT  0.99960005   -0 00 44.3
 DL0512
 DL0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0512!SPC AR S     -   0.99999415  x   0.99996865  =   0.99996280
 DL0512!UTM  15      -   0.99999415  x   0.99960005  =   0.99959420
 DL0512
 DL0512                          SUPERSEDED SURVEY CONTROL
 DL0512
 DL0512  ELLIP H (09/14/99)   37.29   (m)                       GP(       ) 4 1
 DL0512  NAD 83(1997)-  33 27 30.24988(N)    093 01 20.37079(W) AD(       ) 1
 DL0512  ELLIP H (01/21/93)   36.96   (m)                       GP(       ) 4 2
 DL0512  NAD 83(1986)-  33 27 30.25319(N)    093 01 20.36880(W) AD(       ) 1
 DL0512  NGVD 29 (??/??/92)   63.674  (m)          208.90   (f) ADJ UNCH    1 2
 DL0512
 DL0512.Superseded values are not recommended for survey control.
 DL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0512.See file dsdata.txt to determine how the superseded data were derived.
 DL0512
 DL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9792502107(NAD 83)
 DL0512_MARKER: DB = BENCH MARK DISK
 DL0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0512_SP_SET: CONCRETE POST
 DL0512_STAMPING: K 204 1960
 DL0512_MARK LOGO: CGS   
 DL0512_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0512+STABILITY: SURFACE MOTION
 DL0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0512+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1990
 DL0512
 DL0512  HISTORY     - Date     Condition        Report By
 DL0512  HISTORY     - 1960     MONUMENTED       CGS
 DL0512  HISTORY     - 1964     GOOD             NGS
 DL0512  HISTORY     - 19900509 GOOD             NGS
 DL0512
 DL0512                          STATION DESCRIPTION
 DL0512
 DL0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0512'4.4 MI NE FROM STEPHENS.
 DL0512'ABOUT 4.4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0512'FROM THE STATION AT STEPHENS, 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 79
 DL0512'FROM THE STORE AND POST OFFICE AT OGEMAW, IN SECTION 1, T 15 S, R 19
 DL0512'W, 14 POLES OR 0.45 MILE NORTHEAST OF MILEPOST 354, 25 FEET SOUTHEAST
 DL0512'OF THE SOUTHEAST RAIL, 79 FEET SOUTH OF THE CENTER OF A ROAD CROSSING,
 DL0512'51 FEET NORTHWEST OF THE CENTER LINE OF A PAVED ROAD, 35 1/2 FEET
 DL0512'NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 DL0512'1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 DL0512'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 DL0512'INCHES.
 DL0512
 DL0512                          STATION RECOVERY (1964)
 DL0512
 DL0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0512'RECOVERED IN GOOD CONDITION.
 DL0512
 DL0512                          STATION RECOVERY (1990)
 DL0512
 DL0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DL0512'STATION IS LOCATED ABOUT 29.2 KM (18.1 MI) NORTHWEST OF SMACKOVER,
 DL0512'22.4 KM (13.9 MI) SOUTHWEST OF CAMDEN, AND 7.2 KM (4.5 MI) NORTHEAST
 DL0512'OF STEPHENS. OWNERSHIP-UNION PACIFIC RAILROAD.
 DL0512'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 79 AND STATE ROUTE 57 IN THE
 DL0512'CENTER OF STEVENS, GO NORTHWESTERLY ON U.S.HIGHWAY 79 FOR 7.11 KM
 DL0512'(4.42 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ALONG COUNTY ROAD
 DL0512'101 FOR 36 KM (22.4 MI) TO THE STATION ON THE RIGHT, JUST AFTER
 DL0512'CROSSING THE UNION PACIFIC RAILROAD TRACKS.
 DL0512'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---K 204 1960---, SET
 DL0512'IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT PROJECTS 12 CM ABOVE
 DL0512'THE GROUND.  IT IS 24.6 M (80.7 FT) SOUTH-SOUTHEAST OF THE JUNCTION
 DL0512'OF COUNTY ROAD 101 AND THE UNION PACIFIC RAILROAD, 15.5 M (50.9 FT)
 DL0512'WEST OF THE CENTERLINE OF COUNTY ROAD 101, 13.4 M (44.0 FT)
 DL0512'SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER SS, 7.8 M
 DL0512'(25.6 FT) EAST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) WEST-NORTHWEST OF
 DL0512'A METAL WITNESS POST.
 DL0512'DESCRIBED BY E.J.HANSMANN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0642 ***********************************************************************
 DL0642  DESIGNATION -  K 205
 DL0642  PID         -  DL0642
 DL0642  STATE/COUNTY-  AR/COLUMBIA
 DL0642  USGS QUAD   -  CALHOUN (1966)
 DL0642
 DL0642                         *CURRENT SURVEY CONTROL
 DL0642  ___________________________________________________________________
 DL0642* NAD 83(1986)-  33 13 22.     (N)    093 13 27.     (W)     SCALED    
 DL0642* NAVD 88     -        93.078  (meters)     305.37   (feet)  ADJUSTED  
 DL0642  ___________________________________________________________________
 DL0642  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0642  DYNAMIC HT  -          92.978 (meters)     305.05  (feet)  COMP
 DL0642  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 DL0642
 DL0642  VERT ORDER  -  SECOND    CLASS 0
 DL0642
 DL0642.The horizontal coordinates were scaled from a topographic map and have
 DL0642.an estimated accuracy of +/- 6 seconds.
 DL0642
 DL0642.The orthometric height was determined by differential leveling
 DL0642.and adjusted by the National Geodetic Survey in June 1991..
 DL0642
 DL0642.The geoid height was determined by GEOID03.
 DL0642
 DL0642.The dynamic height is computed by dividing the NAVD 88
 DL0642.geopotential number by the normal gravity value computed on the
 DL0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0642.degrees latitude (g = 980.6199 gals.).
 DL0642
 DL0642.The modeled gravity was interpolated from observed gravity values.
 DL0642
 DL0642;                    North         East    Units  Estimated Accuracy
 DL0642;SPC AR S     -   462,360.      285,890.      MT  (+/- 180 meters Scaled)
 DL0642
 DL0642                          SUPERSEDED SURVEY CONTROL
 DL0642
 DL0642  NGVD 29 (??/??/92)   93.124  (m)          305.52   (f) ADJ UNCH    2 0
 DL0642
 DL0642.Superseded values are not recommended for survey control.
 DL0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0642.See file dsdata.txt to determine how the superseded data were derived.
 DL0642
 DL0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS791760(NAD 83)
 DL0642_MARKER: DB = BENCH MARK DISK
 DL0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0642_SP_SET: CULVERT
 DL0642_STAMPING: K 205 1960
 DL0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0642
 DL0642  HISTORY     - Date     Condition        Report By
 DL0642  HISTORY     - 1960     MONUMENTED       CGS
 DL0642
 DL0642                          STATION DESCRIPTION
 DL0642
 DL0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0642'4.95 MI SE FROM MAGNOLIA.
 DL0642'ABOUT 4.15 MILE SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0642'THE STATION AT MAGNOLIA, THENCE 0.8 MILE NORTH ALONG A GRADED DIRT
 DL0642'ROAD, ALSO 3.2 MILES SOUTH ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 DL0642'AT MAGNOLIA, IN THE NORTHWEST 1/4 OF SECTION 31, T 17 S, R 20 W, SET
 DL0642'IN THE TOP AND CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A BOX
 DL0642'CULVERT UNDER THE HIGHWAY, 18 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 DL0642'THE HIGHWAY, 127 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 280
 DL0642'FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A PAVED ROAD LEADING TO
 DL0642'THE MAGNOLIA AIRPORT, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1529 ***********************************************************************
 FF1529  DESIGNATION -  K 206
 FF1529  PID         -  FF1529
 FF1529  STATE/COUNTY-  AR/WHITE
 FF1529  USGS QUAD   -  LETONA (1962)
 FF1529
 FF1529                         *CURRENT SURVEY CONTROL
 FF1529  ___________________________________________________________________
 FF1529* NAD 83(1986)-  35 15 17.     (N)    091 51 21.     (W)     SCALED    
 FF1529* NAVD 88     -        89.671  (meters)     294.20   (feet)  ADJUSTED  
 FF1529  ___________________________________________________________________
 FF1529  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1529  DYNAMIC HT  -          89.590 (meters)     293.93  (feet)  COMP
 FF1529  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 FF1529
 FF1529  VERT ORDER  -  SECOND    CLASS 0
 FF1529
 FF1529.The horizontal coordinates were scaled from a topographic map and have
 FF1529.an estimated accuracy of +/- 6 seconds.
 FF1529
 FF1529.The orthometric height was determined by differential leveling
 FF1529.and adjusted by the National Geodetic Survey in June 1991..
 FF1529
 FF1529.The geoid height was determined by GEOID03.
 FF1529
 FF1529.The dynamic height is computed by dividing the NAVD 88
 FF1529.geopotential number by the normal gravity value computed on the
 FF1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1529.degrees latitude (g = 980.6199 gals.).
 FF1529
 FF1529.The modeled gravity was interpolated from observed gravity values.
 FF1529
 FF1529;                    North         East    Units  Estimated Accuracy
 FF1529;SPC AR N     -   102,230.      413,120.      MT  (+/- 180 meters Scaled)
 FF1529
 FF1529                          SUPERSEDED SURVEY CONTROL
 FF1529
 FF1529  NGVD 29 (??/??/??)   89.622  (m)          294.03   (f) ADJUSTED    2 0
 FF1529
 FF1529.Superseded values are not recommended for survey control.
 FF1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1529.See file dsdata.txt to determine how the superseded data were derived.
 FF1529
 FF1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV040018(NAD 83)
 FF1529_MARKER: DB = BENCH MARK DISK
 FF1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1529_STAMPING: K 206 1962
 FF1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1529+STABILITY: SURFACE MOTION
 FF1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1529+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 FF1529
 FF1529  HISTORY     - Date     Condition        Report By
 FF1529  HISTORY     - 1962     MONUMENTED       CGS
 FF1529  HISTORY     - 1967     GOOD             CGS
 FF1529  HISTORY     - 1988     GOOD             USPSQD
 FF1529  HISTORY     - 20030729 GOOD             USACE
 FF1529
 FF1529                          STATION DESCRIPTION
 FF1529
 FF1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1529'7 MI W FROM SEARCY.
 FF1529'IT IS 0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE IN
 FF1529'SEARCY, THENCE 6.85 MILES WEST ALONG STATE HIGHWAY 36, AT A PAVED
 FF1529'ROAD LEADING NORTH, 76 FEET SOUTHEAST OF A CATTLE GUARD, 69 FEET
 FF1529'NORTH OF THE CENTER OF THE HIGHWAY, 57 FEET EAST OF THE CENTER
 FF1529'OF THE PAVED ROAD, 5 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET
 FF1529'WEST OF A METAL WITNESS POST AND SET IN THE TOP OF AN 11 INCH
 FF1529'SQUARE CONCRETE POST PROJECTING 5 INCHES.
 FF1529
 FF1529                          STATION RECOVERY (1988)
 FF1529
 FF1529'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1529'RECOVERED IN GOOD CONDITION.
 FF1529
 FF1529                          STATION RECOVERY (2003)
 FF1529
 FF1529'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0248 ***********************************************************************
 FG0248  DESIGNATION -  K 207
 FG0248  PID         -  FG0248
 FG0248  STATE/COUNTY-  AR/CLEBURNE
 FG0248  USGS QUAD   -  QUITMAN (1991)
 FG0248
 FG0248                         *CURRENT SURVEY CONTROL
 FG0248  ___________________________________________________________________
 FG0248* NAD 83(1986)-  35 22 44.     (N)    092 11 53.     (W)     SCALED    
 FG0248* NAVD 88     -       208.710  (meters)     684.74   (feet)  ADJUSTED  
 FG0248  ___________________________________________________________________
 FG0248  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FG0248  DYNAMIC HT  -         208.518 (meters)     684.11  (feet)  COMP
 FG0248  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 FG0248
 FG0248  VERT ORDER  -  SECOND    CLASS 0
 FG0248
 FG0248.The horizontal coordinates were scaled from a topographic map and have
 FG0248.an estimated accuracy of +/- 6 seconds.
 FG0248
 FG0248.The orthometric height was determined by differential leveling
 FG0248.and adjusted by the National Geodetic Survey in June 1991..
 FG0248
 FG0248.The geoid height was determined by GEOID03.
 FG0248
 FG0248.The dynamic height is computed by dividing the NAVD 88
 FG0248.geopotential number by the normal gravity value computed on the
 FG0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0248.degrees latitude (g = 980.6199 gals.).
 FG0248
 FG0248.The modeled gravity was interpolated from observed gravity values.
 FG0248
 FG0248;                    North         East    Units  Estimated Accuracy
 FG0248;SPC AR N     -   116,010.      382,010.      MT  (+/- 180 meters Scaled)
 FG0248
 FG0248                          SUPERSEDED SURVEY CONTROL
 FG0248
 FG0248  NGVD 29 (??/??/92)  208.666  (m)          684.60   (f) ADJ UNCH    2 0
 FG0248
 FG0248.Superseded values are not recommended for survey control.
 FG0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0248.See file dsdata.txt to determine how the superseded data were derived.
 FG0248
 FG0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV728153(NAD 83)
 FG0248_MARKER: DB = BENCH MARK DISK
 FG0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0248_SP_SET: CULVERT
 FG0248_STAMPING: K 207 1962
 FG0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0248
 FG0248  HISTORY     - Date     Condition        Report By
 FG0248  HISTORY     - 1962     MONUMENTED       CGS
 FG0248  HISTORY     - 1967     GOOD             NGS
 FG0248
 FG0248                          STATION DESCRIPTION
 FG0248
 FG0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0248'1.15 MI E FROM QUITMAN.
 FG0248'IT IS 0.35 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FG0248'IN QUITMAN, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 124, 17 FEET
 FG0248'NORTH OF THE CENTER OF THE HIGHWAY, 32 FEET SOUTH OF A POWERLINE POLE
 FG0248'AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH HEADWALL OF A
 FG0248'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0141 ***********************************************************************
 FG0141  DESIGNATION -  K 208
 FG0141  PID         -  FG0141
 FG0141  STATE/COUNTY-  AR/FAULKNER
 FG0141  USGS QUAD   -  ENOLA (1982)
 FG0141
 FG0141                         *CURRENT SURVEY CONTROL
 FG0141  ___________________________________________________________________
 FG0141* NAD 83(1986)-  35 12 32.     (N)    092 08 29.     (W)     SCALED    
 FG0141* NAVD 88     -       115.598  (meters)     379.26   (feet)  ADJUSTED  
 FG0141  ___________________________________________________________________
 FG0141  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FG0141  DYNAMIC HT  -         115.490 (meters)     378.90  (feet)  COMP
 FG0141  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FG0141
 FG0141  VERT ORDER  -  SECOND    CLASS 0
 FG0141
 FG0141.The horizontal coordinates were scaled from a topographic map and have
 FG0141.an estimated accuracy of +/- 6 seconds.
 FG0141
 FG0141.The orthometric height was determined by differential leveling
 FG0141.and adjusted by the National Geodetic Survey in June 1991..
 FG0141
 FG0141.The geoid height was determined by GEOID03.
 FG0141
 FG0141.The dynamic height is computed by dividing the NAVD 88
 FG0141.geopotential number by the normal gravity value computed on the
 FG0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0141.degrees latitude (g = 980.6199 gals.).
 FG0141
 FG0141.The modeled gravity was interpolated from observed gravity values.
 FG0141
 FG0141;                    North         East    Units  Estimated Accuracy
 FG0141;SPC AR N     -    97,150.      387,130.      MT  (+/- 180 meters Scaled)
 FG0141
 FG0141                          SUPERSEDED SURVEY CONTROL
 FG0141
 FG0141  NGVD 29 (??/??/92)  115.580  (m)          379.20   (f) ADJ UNCH    2 0
 FG0141
 FG0141.Superseded values are not recommended for survey control.
 FG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0141.See file dsdata.txt to determine how the superseded data were derived.
 FG0141
 FG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU781965(NAD 83)
 FG0141_MARKER: DB = BENCH MARK DISK
 FG0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0141_SP_SET: FOUNDATION
 FG0141_STAMPING: K 208 1962
 FG0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0141
 FG0141  HISTORY     - Date     Condition        Report By
 FG0141  HISTORY     - 1962     MONUMENTED       CGS
 FG0141  HISTORY     - 1989     GOOD             USPSQD
 FG0141
 FG0141                          STATION DESCRIPTION
 FG0141
 FG0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0141'1.6 MI SW FROM MOUNT VERNON.
 FG0141'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0141'MOUNT VERNON, AT THE JUNCTION OF A BLACK TOP ROAD LEADING EAST, 39.6
 FG0141'FEET EAST OF THE CENTER OF THE JUNCTIONS OF THE ROADS, 11.0 FEET SOUTH
 FG0141'OF THE CENTER OF THE ROAD LEADING EAST, SET IN THE SOUTHWEST CORNER OF
 FG0141'THE SOUTH END OF THE CONCRETE FOUNDATION FOR A CATTLE GUARD, FLUSH
 FG0141'WITH THE HIGHWAY.
 FG0141
 FG0141                          STATION RECOVERY (1989)
 FG0141
 FG0141'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0021 ***********************************************************************
 EK0021  DESIGNATION -  K 21
 EK0021  PID         -  EK0021
 EK0021  STATE/COUNTY-  AR/POLK
 EK0021  USGS QUAD   -  MENA (1975)
 EK0021
 EK0021                         *CURRENT SURVEY CONTROL
 EK0021  ___________________________________________________________________
 EK0021* NAD 83(1986)-  34 34 58.     (N)    094 14 13.     (W)     SCALED    
 EK0021* NAVD 88     -       350.620  (meters)    1150.33   (feet)  ADJUSTED  
 EK0021  ___________________________________________________________________
 EK0021  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 EK0021  DYNAMIC HT  -         350.241 (meters)    1149.08  (feet)  COMP
 EK0021  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 EK0021
 EK0021  VERT ORDER  -  FIRST     CLASS II
 EK0021
 EK0021.The horizontal coordinates were scaled from a topographic map and have
 EK0021.an estimated accuracy of +/- 6 seconds.
 EK0021
 EK0021.The orthometric height was determined by differential leveling
 EK0021.and adjusted by the National Geodetic Survey in June 1991..
 EK0021.WARNING-Repeat measurements at this control monument indicate possible
 EK0021.vertical movement.
 EK0021
 EK0021.The geoid height was determined by GEOID03.
 EK0021
 EK0021.The dynamic height is computed by dividing the NAVD 88
 EK0021.geopotential number by the normal gravity value computed on the
 EK0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0021.degrees latitude (g = 980.6199 gals.).
 EK0021
 EK0021.The modeled gravity was interpolated from observed gravity values.
 EK0021
 EK0021;                    North         East    Units  Estimated Accuracy
 EK0021;SPC AR S     -   614,770.      194,790.      MT  (+/- 180 meters Scaled)
 EK0021
 EK0021                          SUPERSEDED SURVEY CONTROL
 EK0021
 EK0021  NGVD 29 (??/??/92)  350.510  (m)         1149.96   (f) ADJ UNCH    1 2
 EK0021
 EK0021.Superseded values are not recommended for survey control.
 EK0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0021.See file dsdata.txt to determine how the superseded data were derived.
 EK0021
 EK0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU865274(NAD 83)
 EK0021_MARKER: DB = BENCH MARK DISK
 EK0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0021_SP_SET: BUILDING
 EK0021_MARK LOGO: CGS   
 EK0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0021+STABILITY: POSITION/ELEVATION WELL
 EK0021
 EK0021  HISTORY     - Date     Condition        Report By
 EK0021  HISTORY     - UNK      MONUMENTED       CGS
 EK0021  HISTORY     - 1932     GOOD             NGS
 EK0021  HISTORY     - 1961     GOOD             NGS
 EK0021  HISTORY     - 1985     GOOD             NGS
 EK0021  HISTORY     - 1987     GOOD             USPSQD
 EK0021  HISTORY     - 1988     GOOD             USPSQD
 EK0021  HISTORY     - 1989     GOOD             USPSQD
 EK0021  HISTORY     - 1990     GOOD             USPSQD
 EK0021
 EK0021                          STATION DESCRIPTION
 EK0021
 EK0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0021'IN MENA.
 EK0021'IN MENA LOCATED IN THE EASTERN SIDE OF THE PASSENGER STATION AT
 EK0021'MENA, 2 FEET NORTH OF THE DOOR TO THE WHITE WAITING ROOM, 4.6
 EK0021'FEET ABOVE THE LEVEL OF THE PLATFORM.
 EK0021
 EK0021                          STATION RECOVERY (1961)
 EK0021
 EK0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0021'RECOVERED IN GOOD CONDITION.
 EK0021
 EK0021                          STATION RECOVERY (1985)
 EK0021
 EK0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0021'RECOVERED IN GOOD CONDITION.
 EK0021
 EK0021                          STATION RECOVERY (1987)
 EK0021
 EK0021'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0021'RECOVERED IN GOOD CONDITION.
 EK0021
 EK0021                          STATION RECOVERY (1988)
 EK0021
 EK0021'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0021'RECOVERED IN GOOD CONDITION.
 EK0021
 EK0021                          STATION RECOVERY (1989)
 EK0021
 EK0021'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0021'RECOVERED IN GOOD CONDITION.
 EK0021
 EK0021                          STATION RECOVERY (1990)
 EK0021
 EK0021'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0243 ***********************************************************************
 FG0243  DESIGNATION -  K 210
 FG0243  PID         -  FG0243
 FG0243  STATE/COUNTY-  AR/VAN BUREN
 FG0243  USGS QUAD   -  MORGANTON (1989)
 FG0243
 FG0243                         *CURRENT SURVEY CONTROL
 FG0243  ___________________________________________________________________
 FG0243* NAD 83(1986)-  35 22 56.     (N)    092 17 25.     (W)     SCALED    
 FG0243* NAVD 88     -       184.243  (meters)     604.47   (feet)  ADJUSTED  
 FG0243  ___________________________________________________________________
 FG0243  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FG0243  DYNAMIC HT  -         184.072 (meters)     603.91  (feet)  COMP
 FG0243  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 FG0243
 FG0243  VERT ORDER  -  SECOND    CLASS 0
 FG0243
 FG0243.The horizontal coordinates were scaled from a topographic map and have
 FG0243.an estimated accuracy of +/- 6 seconds.
 FG0243
 FG0243.The orthometric height was determined by differential leveling
 FG0243.and adjusted by the National Geodetic Survey in June 1991..
 FG0243
 FG0243.The geoid height was determined by GEOID03.
 FG0243
 FG0243.The dynamic height is computed by dividing the NAVD 88
 FG0243.geopotential number by the normal gravity value computed on the
 FG0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0243.degrees latitude (g = 980.6199 gals.).
 FG0243
 FG0243.The modeled gravity was interpolated from observed gravity values.
 FG0243
 FG0243;                    North         East    Units  Estimated Accuracy
 FG0243;SPC AR N     -   116,400.      373,630.      MT  (+/- 180 meters Scaled)
 FG0243
 FG0243                          SUPERSEDED SURVEY CONTROL
 FG0243
 FG0243  NGVD 29 (??/??/92)  184.206  (m)          604.35   (f) ADJ UNCH    2 0
 FG0243
 FG0243.Superseded values are not recommended for survey control.
 FG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0243.See file dsdata.txt to determine how the superseded data were derived.
 FG0243
 FG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV644156(NAD 83)
 FG0243_MARKER: DB = BENCH MARK DISK
 FG0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0243_SP_SET: CULVERT
 FG0243_STAMPING: K 210 1962
 FG0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0243
 FG0243  HISTORY     - Date     Condition        Report By
 FG0243  HISTORY     - 1962     MONUMENTED       CGS
 FG0243  HISTORY     - 1967     GOOD             NGS
 FG0243
 FG0243                          STATION DESCRIPTION
 FG0243
 FG0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0243'4.3 MI W FROM QUITMAN.
 FG0243'IT IS 0.3 MILE SOUTH ALONG STATE HIGHWEAY 25 FROM THE POST OFFICE IN
 FG0243'QUITMAN, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 124, 30 FEET NORTH
 FG0243'OF THE CENTER OF THE HIGHWAY, 5 FEET BELOW THE SURFACE OF THE HIGHWAY
 FG0243'AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE NORTH
 FG0243'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1900 ***********************************************************************
 FE1900  DESIGNATION -  K 213
 FE1900  PID         -  FE1900
 FE1900  STATE/COUNTY-  AR/MISSISSIPPI
 FE1900  USGS QUAD   -  CHIC (1983)
 FE1900
 FE1900                         *CURRENT SURVEY CONTROL
 FE1900  ___________________________________________________________________
 FE1900* NAD 83(1986)-  35 56 19.     (N)    089 41 30.     (W)     SCALED    
 FE1900* NAVD 88     -        85.169  (meters)     279.43   (feet)  ADJUSTED  
 FE1900  ___________________________________________________________________
 FE1900  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE1900  DYNAMIC HT  -          85.097 (meters)     279.19  (feet)  COMP
 FE1900  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 FE1900
 FE1900  VERT ORDER  -  FIRST     CLASS I
 FE1900
 FE1900.The horizontal coordinates were scaled from a topographic map and have
 FE1900.an estimated accuracy of +/- 6 seconds.
 FE1900
 FE1900.The orthometric height was determined by differential leveling
 FE1900.and adjusted by the National Geodetic Survey in June 1991..
 FE1900
 FE1900.The geoid height was determined by GEOID03.
 FE1900
 FE1900.The dynamic height is computed by dividing the NAVD 88
 FE1900.geopotential number by the normal gravity value computed on the
 FE1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1900.degrees latitude (g = 980.6199 gals.).
 FE1900
 FE1900.The modeled gravity was interpolated from observed gravity values.
 FE1900
 FE1900;                    North         East    Units  Estimated Accuracy
 FE1900;SPC AR N     -   180,540.      608,260.      MT  (+/- 180 meters Scaled)
 FE1900
 FE1900                          SUPERSEDED SURVEY CONTROL
 FE1900
 FE1900  NGVD 29 (??/??/??)   85.096  (m)          279.19   (f) ADJUSTED    1 1
 FE1900
 FE1900.Superseded values are not recommended for survey control.
 FE1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1900.See file dsdata.txt to determine how the superseded data were derived.
 FE1900
 FE1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE571804(NAD 83)
 FE1900_MARKER: DB = BENCH MARK DISK
 FE1900_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1900_SP_SET: 4 FEET
 FE1900_STAMPING: K 213 1976
 FE1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1900+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FE1900
 FE1900  HISTORY     - Date     Condition        Report By
 FE1900  HISTORY     - 1976     MONUMENTED       NGS
 FE1900  HISTORY     - 20020729 GOOD             USACE
 FE1900
 FE1900                          STATION DESCRIPTION
 FE1900
 FE1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1900'3.4 MI SE FROM HUFFMAN.
 FE1900'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 FE1900'WAYS 137 AND 150 AT HUFFMAN, THENCE 3.4 MILES SOUTHEAST ALONG THE
 FE1900'LEVEE, 16 FEET WEST OF THE CENTER OF LEVEE, AND 4.6 FEET SOUTH OF
 FE1900'MILEPOST 52/53. A DISK ON TOP OF A COPPER COATED STEEL ROD SET
 FE1900'TO A DEPTH OF 4 FEET, 2 FEET BELOW LEVEE, AND 1 FOOT NORTH OF A
 FE1900'WITNESS POST.
 FE1900
 FE1900                          STATION RECOVERY (2002)
 FE1900
 FE1900'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1868 ***********************************************************************
 FE1868  DESIGNATION -  K 214
 FE1868  PID         -  FE1868
 FE1868  STATE/COUNTY-  AR/MISSISSIPPI
 FE1868  USGS QUAD   -  OSCEOLA (1983)
 FE1868
 FE1868                         *CURRENT SURVEY CONTROL
 FE1868  ___________________________________________________________________
 FE1868* NAD 83(1997)-  35 41 54.98071(N)    089 57 36.53550(W)     ADJUSTED  
 FE1868* NAVD 88     -        81.149  (meters)     266.24   (feet)  ADJUSTED  
 FE1868  ___________________________________________________________________
 FE1868  X           -       3,606.788 (meters)                     COMP
 FE1868  Y           -  -5,185,626.147 (meters)                     COMP
 FE1868  Z           -   3,701,116.503 (meters)                     COMP
 FE1868  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 FE1868  ELLIP HEIGHT-          53.46  (meters)          (05/31/05) GPS OBS
 FE1868  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE1868  DYNAMIC HT  -          81.080 (meters)     266.01  (feet)  COMP
 FE1868  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 FE1868
 FE1868  HORZ ORDER  -  FIRST
 FE1868  VERT ORDER  -  FIRST     CLASS I
 FE1868  ELLP ORDER  -  FOURTH    CLASS II
 FE1868
 FE1868.The horizontal coordinates were established by GPS observations
 FE1868.and adjusted by the National Geodetic Survey in May 2005..
 FE1868
 FE1868.The orthometric height was determined by differential leveling
 FE1868.and adjusted by the National Geodetic Survey in June 1991..
 FE1868
 FE1868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1868
 FE1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1868
 FE1868.The ellipsoidal height was determined by GPS observations
 FE1868.and is referenced to NAD 83.
 FE1868
 FE1868.The geoid height was determined by GEOID03.
 FE1868
 FE1868.The dynamic height is computed by dividing the NAVD 88
 FE1868.geopotential number by the normal gravity value computed on the
 FE1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1868.degrees latitude (g = 980.6199 gals.).
 FE1868
 FE1868.The modeled gravity was interpolated from observed gravity values.
 FE1868
 FE1868;                    North         East     Units Scale Factor Converg.
 FE1868;SPC AR N     -   153,377.930   584,593.120   MT  0.99993792   +1 11 13.2
 FE1868;SPC AR N     -   503,207.43  1,917,952.59   sFT  0.99993792   +1 11 13.2
 FE1868;UTM  16      - 3,954,559.703   232,159.053   MT  1.00048411   -1 43 42.0
 FE1868;UTM  15      - 3,954,780.311   775,054.756   MT  1.00053238   +1 46 29.8
 FE1868
 FE1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1868!SPC AR N     -   0.99999161  x   0.99993792  =   0.99992953
 FE1868!UTM  16      -   0.99999161  x   1.00048411  =   1.00047572
 FE1868!UTM  15      -   0.99999161  x   1.00053238  =   1.00052398
 FE1868
 FE1868                          SUPERSEDED SURVEY CONTROL
 FE1868
 FE1868  NAVD 88 (05/31/05)   81.15   (m)          266.2    (f) LEVELING    3  
 FE1868  NGVD 29 (??/??/??)   81.106  (m)          266.10   (f) ADJUSTED    1 1
 FE1868
 FE1868.Superseded values are not recommended for survey control.
 FE1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1868.See file dsdata.txt to determine how the superseded data were derived.
 FE1868
 FE1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3215954560(NAD 83)
 FE1868_MARKER: DB = BENCH MARK DISK
 FE1868_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1868_SP_SET: 4 FEET
 FE1868_STAMPING: K 214 1976
 FE1868_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1868+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 FE1868
 FE1868  HISTORY     - Date     Condition        Report By
 FE1868  HISTORY     - 1976     MONUMENTED       NGS
 FE1868  HISTORY     - 20020729 GOOD             USACE
 FE1868  HISTORY     - 20030717 GOOD             EMCINC
 FE1868
 FE1868                          STATION DESCRIPTION
 FE1868
 FE1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1868'0.4 MI SW FROM OSCEOLA.
 FE1868'0.4 MILE SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1868'JOHNSON STREET AT OSCEOLA, 82 FEET EAST OF A POWER POLE, 20.0
 FE1868'FEET WEST OF THE CENTER OF THE LEVEE AND 1 FOOT EAST OF MILEPOST
 FE1868'79/80. A DISK ON THE TOP OF A COPPER COATED STEEL ROD SET TO A
 FE1868'DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE, AND 1 FOOT SOUTH OF A
 FE1868'WITNESS POST.
 FE1868
 FE1868                          STATION RECOVERY (2002)
 FE1868
 FE1868'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1868'RECOVERED IN GOOD CONDITION.
 FE1868
 FE1868                          STATION RECOVERY (2003)
 FE1868
 FE1868'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1868'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1866 ***********************************************************************
 FE1866  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1866  DESIGNATION -  K 215
 FE1866  PID         -  FE1866
 FE1866  STATE/COUNTY-  AR/MISSISSIPPI
 FE1866  USGS QUAD   -  OSCEOLA (1983)
 FE1866
 FE1866                         *CURRENT SURVEY CONTROL
 FE1866  ___________________________________________________________________
 FE1866* NAD 83(1997)-  35 43 30.71645(N)    089 57 46.91748(W)     ADJUSTED  
 FE1866* NAVD 88     -        81.41   (meters)     267.1    (feet)  GPS OBS   
 FE1866  ___________________________________________________________________
 FE1866  X           -       3,344.667 (meters)                     COMP
 FE1866  Y           -  -5,183,904.197 (meters)                     COMP
 FE1866  Z           -   3,703,512.456 (meters)                     COMP
 FE1866  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 FE1866  ELLIP HEIGHT-          53.70  (meters)          (05/31/05) GPS OBS
 FE1866  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1866  DYNAMIC HT  -          81.34  (meters)     266.9   (feet)  COMP
 FE1866  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 FE1866
 FE1866  HORZ ORDER  -  FIRST
 FE1866  VERT ORDER  -  FIRST     CLASS I (See Below)
 FE1866  ELLP ORDER  -  FOURTH    CLASS II
 FE1866
 FE1866.The horizontal coordinates were established by GPS observations
 FE1866.and adjusted by the National Geodetic Survey in May 2005..
 FE1866
 FE1866.The orthometric height was determined by GPS observations and a
 FE1866.high-resolution geoid model using precise GPS observation and
 FE1866.processing techniques. It supersedes the leveled height previously
 FE1866.determined for this station.
 FE1866.The vertical order pertains to the first NAVD 88 superseded value.
 FE1866
 FE1866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1866
 FE1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1866
 FE1866.The ellipsoidal height was determined by GPS observations
 FE1866.and is referenced to NAD 83.
 FE1866
 FE1866.The geoid height was determined by GEOID03.
 FE1866
 FE1866.The dynamic height is computed by dividing the NAVD 88
 FE1866.geopotential number by the normal gravity value computed on the
 FE1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1866.degrees latitude (g = 980.6199 gals.).
 FE1866
 FE1866.The modeled gravity was interpolated from observed gravity values.
 FE1866
 FE1866;                    North         East     Units Scale Factor Converg.
 FE1866;SPC AR N     -   156,322.334   584,271.152   MT  0.99993895   +1 11 07.1
 FE1866;SPC AR N     -   512,867.52  1,916,896.27   sFT  0.99993895   +1 11 07.1
 FE1866;UTM  16      - 3,957,518.289   231,987.189   MT  1.00048524   -1 43 52.1
 FE1866;UTM  15      - 3,957,722.996   774,702.353   MT  1.00052999   +1 46 27.8
 FE1866
 FE1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1866!SPC AR N     -   0.99999157  x   0.99993895  =   0.99993052
 FE1866!UTM  16      -   0.99999157  x   1.00048524  =   1.00047681
 FE1866!UTM  15      -   0.99999157  x   1.00052999  =   1.00052156
 FE1866
 FE1866                          SUPERSEDED SURVEY CONTROL
 FE1866
 FE1866  NAVD 88 (06/15/91)   81.396  (m)          267.05   (f) ADJUSTED    1 1
 FE1866  NGVD 29 (??/??/??)   81.349  (m)          266.89   (f) ADJUSTED    1 1
 FE1866
 FE1866.Superseded values are not recommended for survey control.
 FE1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1866.See file dsdata.txt to determine how the superseded data were derived.
 FE1866
 FE1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3198757518(NAD 83)
 FE1866_MARKER: DB = BENCH MARK DISK
 FE1866_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1866_SP_SET: 104 FEET
 FE1866_STAMPING: K 215 1976
 FE1866_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1866+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 FE1866
 FE1866  HISTORY     - Date     Condition        Report By
 FE1866  HISTORY     - 1976     MONUMENTED       NGS
 FE1866  HISTORY     - 20020729 GOOD             USACE
 FE1866  HISTORY     - 20030717 GOOD             EMCINC
 FE1866
 FE1866                          STATION DESCRIPTION
 FE1866
 FE1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1866'1.0 MI NE FROM OSCEOLA.
 FE1866'1.0 MILE NORTHEAST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1866'JOHNSON STREET AT OSCEOLA, 15 FEET WEST OF THE CENTER OF THE LEVEE,
 FE1866'AND 2 FEET SOUTH OF MILEPOST 77/78. A DISK ON THE TOP OF A COPPER
 FE1866'COATED STEEL ROD SET TO A DEPTH OF 104 FEET, 1 FOOT BELOW THE
 FE1866'LEVEE, AND 1 FOOT NORTH OF A WITNESS POST.
 FE1866
 FE1866                          STATION RECOVERY (2002)
 FE1866
 FE1866'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1866'RECOVERED IN GOOD CONDITION.
 FE1866
 FE1866                          STATION RECOVERY (2003)
 FE1866
 FE1866'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1866'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1102 ***********************************************************************
 FF1102  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1102  DESIGNATION -  K 216
 FF1102  PID         -  FF1102
 FF1102  STATE/COUNTY-  AR/MISSISSIPPI
 FF1102  USGS QUAD   -  PECAN POINT (1970)
 FF1102
 FF1102                         *CURRENT SURVEY CONTROL
 FF1102  ___________________________________________________________________
 FF1102* NAD 83(1997)-  35 28 50.17142(N)    090 05 32.89986(W)     ADJUSTED  
 FF1102* NAVD 88     -        76.32   (meters)     250.4    (feet)  GPS OBS   
 FF1102  ___________________________________________________________________
 FF1102  X           -      -8,392.022 (meters)                     COMP
 FF1102  Y           -  -5,199,693.540 (meters)                     COMP
 FF1102  Z           -   3,681,444.023 (meters)                     COMP
 FF1102  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FF1102  ELLIP HEIGHT-          48.74  (meters)          (05/31/05) GPS OBS
 FF1102  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF1102  DYNAMIC HT  -          76.26  (meters)     250.2   (feet)  COMP
 FF1102  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 FF1102
 FF1102  HORZ ORDER  -  FIRST
 FF1102  VERT ORDER  -  FIRST     CLASS I (See Below)
 FF1102  ELLP ORDER  -  FOURTH    CLASS II
 FF1102
 FF1102.The horizontal coordinates were established by GPS observations
 FF1102.and adjusted by the National Geodetic Survey in May 2005..
 FF1102
 FF1102.The orthometric height was determined by GPS observations and a
 FF1102.high-resolution geoid model using precise GPS observation and
 FF1102.processing techniques. It supersedes the leveled height previously
 FF1102.determined for this station.
 FF1102.The vertical order pertains to the first NAVD 88 superseded value.
 FF1102
 FF1102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1102
 FF1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1102
 FF1102.The ellipsoidal height was determined by GPS observations
 FF1102.and is referenced to NAD 83.
 FF1102
 FF1102.The geoid height was determined by GEOID03.
 FF1102
 FF1102.The dynamic height is computed by dividing the NAVD 88
 FF1102.geopotential number by the normal gravity value computed on the
 FF1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1102.degrees latitude (g = 980.6199 gals.).
 FF1102
 FF1102.The modeled gravity was interpolated from observed gravity values.
 FF1102
 FF1102;                    North         East     Units Scale Factor Converg.
 FF1102;SPC AR N     -   128,956.283   573,088.798   MT  0.99993756   +1 06 36.0
 FF1102;SPC AR N     -   423,084.07  1,880,208.83   sFT  0.99993756   +1 06 36.0
 FF1102;UTM  15      - 3,930,229.132   763,793.325   MT  1.00045763   +1 41 18.9
 FF1102
 FF1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1102!SPC AR N     -   0.99999235  x   0.99993756  =   0.99992991
 FF1102!UTM  15      -   0.99999235  x   1.00045763  =   1.00044998
 FF1102
 FF1102                          SUPERSEDED SURVEY CONTROL
 FF1102
 FF1102  NAVD 88 (06/15/91)   76.297  (m)          250.32   (f) ADJUSTED    1 1
 FF1102  NGVD 29 (??/??/??)   76.277  (m)          250.25   (f) ADJUSTED    1 1
 FF1102
 FF1102.Superseded values are not recommended for survey control.
 FF1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1102.See file dsdata.txt to determine how the superseded data were derived.
 FF1102
 FF1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6379330229(NAD 83)
 FF1102_MARKER: DB = BENCH MARK DISK
 FF1102_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1102+WITH SETTING: INTO GROUND
 FF1102_SP_SET: METAL ROD WITH BASE PLATE
 FF1102_STAMPING: K 216 1976
 FF1102_MARK LOGO: NGS   
 FF1102_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1102+STABILITY: SURFACE MOTION
 FF1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1102+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 FF1102
 FF1102  HISTORY     - Date     Condition        Report By
 FF1102  HISTORY     - 1976     MONUMENTED       NGS
 FF1102  HISTORY     - 20001101 GOOD             USE
 FF1102  HISTORY     - 20001101 GOOD             USE
 FF1102  HISTORY     - 20040623 GOOD             USACE
 FF1102
 FF1102                          STATION DESCRIPTION
 FF1102
 FF1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1102'7.1 MI SOUTH FROM WILSON.
 FF1102'7.1 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF UNION STREET AT
 FF1102'WILSON, 20 FEET WEST OF THE CENTER OF LEVEE, AND 1 FOOT EAST OF
 FF1102'MILEPOST 117/118.  A DISK ON THE TOP OF A COPPER-COATED STEEL ROD
 FF1102'SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET WEST OF A
 FF1102'WITNESS POST.
 FF1102
 FF1102                          STATION RECOVERY (2000)
 FF1102
 FF1102'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1102'RECOVERED IN GOOD CONDITION.
 FF1102
 FF1102                          STATION RECOVERY (2000)
 FF1102
 FF1102'RECOVERY NOTE BY US ENGINEERS 2000
 FF1102'RECOVERED AS DESCRIBED.
 FF1102
 FF1102                          STATION RECOVERY (2004)
 FF1102
 FF1102'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 FF1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1072 ***********************************************************************
 FF1072  DESIGNATION -  K 217
 FF1072  PID         -  FF1072
 FF1072  STATE/COUNTY-  AR/CRITTENDEN
 FF1072  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1072
 FF1072                         *CURRENT SURVEY CONTROL
 FF1072  ___________________________________________________________________
 FF1072* NAD 83(1997)-  35 14 14.11029(N)    090 06 30.72993(W)     ADJUSTED  
 FF1072* NAVD 88     -        74.412  (meters)     244.13   (feet)  ADJUSTED  
 FF1072  ___________________________________________________________________
 FF1072  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FF1072  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1072  DYNAMIC HT  -          74.346 (meters)     243.92  (feet)  COMP
 FF1072  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FF1072
 FF1072  HORZ ORDER  -  SECOND
 FF1072  VERT ORDER  -  FIRST     CLASS I
 FF1072
 FF1072.The horizontal coordinates were established by classical geodetic methods
 FF1072.and adjusted by the National Geodetic Survey in September 1999..
 FF1072
 FF1072.The orthometric height was determined by differential leveling
 FF1072.and adjusted by the National Geodetic Survey in June 1991..
 FF1072
 FF1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1072
 FF1072.The geoid height was determined by GEOID03.
 FF1072
 FF1072.The dynamic height is computed by dividing the NAVD 88
 FF1072.geopotential number by the normal gravity value computed on the
 FF1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1072.degrees latitude (g = 980.6199 gals.).
 FF1072
 FF1072.The modeled gravity was interpolated from observed gravity values.
 FF1072
 FF1072;                    North         East     Units Scale Factor Converg.
 FF1072;SPC AR N     -   101,935.619   572,149.927   MT  0.99995416   +1 06 02.3
 FF1072;SPC AR N     -   334,433.78  1,877,128.55   sFT  0.99995416   +1 06 02.3
 FF1072;SPC TN       -   108,138.986   226,134.040   MT  1.00000227   -2 24 19.1
 FF1072;SPC TN       -   354,785.99    741,908.10   sFT  1.00000227   -2 24 19.1
 FF1072;UTM  15      - 3,903,186.609   763,124.656   MT  1.00045333   +1 40 09.2
 FF1072
 FF1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1072!SPC AR N     -   0.99999260  x   0.99995416  =   0.99994676
 FF1072!SPC TN       -   0.99999260  x   1.00000227  =   0.99999487
 FF1072!UTM  15      -   0.99999260  x   1.00045333  =   1.00044593
 FF1072
 FF1072                          SUPERSEDED SURVEY CONTROL
 FF1072
 FF1072  NAD 83(1997)-  35 14 14.11044(N)    090 06 30.72989(W) AD(       ) 2
 FF1072  NAD 83(1997)-  35 14 14.11576(N)    090 06 30.73089(W) AD(       ) 2
 FF1072  NAD 83(1986)-  35 14 14.12090(N)    090 06 30.73087(W) AD(       ) 2
 FF1072  NAD 27      -  35 14 13.80163(N)    090 06 30.39829(W) AD(       ) 2
 FF1072  NGVD 29 (??/??/??)   74.396  (m)          244.08   (f) ADJUSTED    1 1
 FF1072
 FF1072.Superseded values are not recommended for survey control.
 FF1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1072.See file dsdata.txt to determine how the superseded data were derived.
 FF1072
 FF1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6312503187(NAD 83)
 FF1072_MARKER: DB = BENCH MARK DISK
 FF1072_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1072+WITH SETTING: INTO GROUND
 FF1072_SP_SET: METAL ROD WITH BASE PLATE
 FF1072_STAMPING: K 217 1976
 FF1072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1072+STABILITY: SURFACE MOTION
 FF1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1072+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF1072
 FF1072  HISTORY     - Date     Condition        Report By
 FF1072  HISTORY     - 1976     MONUMENTED       NGS
 FF1072  HISTORY     - 1979     GOOD             NGS
 FF1072  HISTORY     - 20030127 GOOD             USACE
 FF1072
 FF1072                          STATION DESCRIPTION
 FF1072
 FF1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1072'7.3 MI NORTH FROM WEST MEMPHIS.
 FF1072'7.3 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1072'HIGHWAY 55 AT WEST MEMPHIS, 17 FEET SOUTHWEST OF THE CENTER OF
 FF1072'LEVEE, AND 2 FEET NORTHEAST OF MILEPOST 143/144.
 FF1072'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1072'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTHWEST OF A WITNESS POST.
 FF1072
 FF1072                          STATION RECOVERY (1979)
 FF1072
 FF1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1072'THE STATION IS LOCATED ABOUT 16.4 KILOMETERS NORTHWEST OF MEMPHIS,
 FF1072'TENNESSEE, 8.8 KILOMETERS EAST-NORTHEAST OF MARION AND ATOP THE
 FF1072'WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED
 FF1072'FROM CHIEF ENGINEER, MR. BURRELL B. FAIR, ST. FRANCIS LEVEE
 FF1072'DISTRICT. P.O. BOX 308, WEST MEMPHIS ARKANSAS, 72301.
 FF1072'TELEPHONE 501-735-1062.
 FF1072'
 FF1072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FF1072'STATE HIGHWAY 77 IN MARION, GO EAST, CROSSING RAILROAD TRACKS, ON
 FF1072'MILITARY ROAD FOR 0.16 KILOMTERS (0.1 MI.) TO A SIDE ROAD LEFT.
 FF1072'TURN LEFT AND GO NORTH ON CYPRESS LANE FOR 0.48 KILOMETERS
 FF1072'(0.3 MI.) TO A POINT WHERE THE PAVED ROAD TURNS RIGHT AND A DIRT
 FF1072'ROAD AHEAD.  TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR
 FF1072'7.56 KILOMETERS (4.7 MI.) TO A T-ROAD.  TURN LEFT AND GO
 FF1072'NORTH ON THE PAVED ROAD FOR 2.41 KILOMETERS (1.5 MI.) TO A LOCKED
 FF1072'BOARD GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 FF1072'GO EAST ON A FIELD ROAD FOR 0.16 KILOMETERS (0.1 MI.) TO THE TOP
 FF1072'OF A LEVEE.  TURN RIGHT AND GO SOUTH ATOP THE LEVEE FOR
 FF1072'0.32 KILOMETER (0.2 MI.) TO MILEPOST 143/144 AND THE STATION ON
 FF1072'THE RIGHT.
 FF1072'
 FF1072'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FF1072'STAMPED---K 217 1976---,
 FF1072'CRIMPED ATOP A METAL ROD ENCASED IN A 4-INCH PVC PIPE
 FF1072'SURROUNDED BY CONCRETE THAT IS FLUSH WITH THE GROUND.
 FF1072'IT IS LOCATED
 FF1072'5.2 METERS SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD,
 FF1072'0.61 METER NORTHEAST FROM MILEPOST 143/144 AND
 FF1072'0.3 METER NORTHWEST FROM A METAL WITNESS POST.
 FF1072'
 FF1072'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 FF1072
 FF1072                          STATION RECOVERY (2003)
 FF1072
 FF1072'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1028 ***********************************************************************
 FF1028  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1028  DESIGNATION -  K 218
 FF1028  PID         -  FF1028
 FF1028  STATE/COUNTY-  AR/CRITTENDEN
 FF1028  USGS QUAD   -  EDMONDSON (1981)
 FF1028
 FF1028                         *CURRENT SURVEY CONTROL
 FF1028  ___________________________________________________________________
 FF1028* NAD 83(1997)-  35 00 21.71741(N)    090 19 09.47205(W)     ADJUSTED  
 FF1028* NAVD 88     -        70.26   (meters)     230.5    (feet)  GPS OBS   
 FF1028  ___________________________________________________________________
 FF1028  X           -     -29,146.017 (meters)                     COMP
 FF1028  Y           -  -5,229,997.029 (meters)                     COMP
 FF1028  Z           -   3,638,439.841 (meters)                     COMP
 FF1028  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 FF1028  ELLIP HEIGHT-          43.10  (meters)          (05/31/05) GPS OBS
 FF1028  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FF1028  DYNAMIC HT  -          70.19  (meters)     230.3   (feet)  COMP
 FF1028  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FF1028
 FF1028  HORZ ORDER  -  FIRST
 FF1028  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF1028  ELLP ORDER  -  FOURTH    CLASS II
 FF1028
 FF1028.The horizontal coordinates were established by GPS observations
 FF1028.and adjusted by the National Geodetic Survey in May 2005..
 FF1028
 FF1028.The orthometric height was determined by GPS observations and a
 FF1028.high-resolution geoid model using precise GPS observation and
 FF1028.processing techniques. It supersedes the leveled height previously
 FF1028.determined for this station.
 FF1028.The vertical order pertains to the first NAVD 88 superseded value.
 FF1028
 FF1028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1028
 FF1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1028
 FF1028.The ellipsoidal height was determined by GPS observations
 FF1028.and is referenced to NAD 83.
 FF1028
 FF1028.The geoid height was determined by GEOID03.
 FF1028
 FF1028.The dynamic height is computed by dividing the NAVD 88
 FF1028.geopotential number by the normal gravity value computed on the
 FF1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1028.degrees latitude (g = 980.6199 gals.).
 FF1028
 FF1028.The modeled gravity was interpolated from observed gravity values.
 FF1028
 FF1028;                    North         East     Units Scale Factor Converg.
 FF1028;SPC AR N     -    75,939.968   553,407.447   MT  0.99998650   +0 58 40.8
 FF1028;SPC AR N     -   249,146.38  1,815,637.60   sFT  0.99998650   +0 58 40.8
 FF1028;UTM  15      - 3,876,996.427   744,631.316   MT  1.00033762   +1 32 18.9
 FF1028
 FF1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1028!SPC AR N     -   0.99999323  x   0.99998650  =   0.99997973
 FF1028!UTM  15      -   0.99999323  x   1.00033762  =   1.00033085
 FF1028
 FF1028                          SUPERSEDED SURVEY CONTROL
 FF1028
 FF1028  NAVD 88 (06/15/91)   70.301  (m)          230.65   (f) ADJUSTED    1 2
 FF1028  NGVD 29 (??/??/??)   70.305  (m)          230.66   (f) ADJUSTED    1 2
 FF1028
 FF1028.Superseded values are not recommended for survey control.
 FF1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1028.See file dsdata.txt to determine how the superseded data were derived.
 FF1028
 FF1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4463176996(NAD 83)
 FF1028_MARKER: DB = BENCH MARK DISK
 FF1028_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1028+WITH SETTING: INTO GROUND
 FF1028_SP_SET: METAL ROD WITH BASE PLATE
 FF1028_STAMPING: K 218 1976
 FF1028_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1028+STABILITY: SURFACE MOTION
 FF1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1028+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 FF1028
 FF1028  HISTORY     - Date     Condition        Report By
 FF1028  HISTORY     - 1976     MONUMENTED       NGS
 FF1028  HISTORY     - 20030326 GOOD             USACE
 FF1028  HISTORY     - 20030723 GOOD             EMCINC
 FF1028
 FF1028                          STATION DESCRIPTION
 FF1028
 FF1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1028'19.5 MI SOUTH FROM WEST MEMPHIS.
 FF1028'19.5 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1028'HIGHWAY 55 AT WEST MEMPHIS, ALSO ABOUT 1 MILE EAST OF THOMPSON,
 FF1028'3 FEET NORTHEAST OF MILEPOST 170/171, AND 17 FEET WEST OF THE
 FF1028'CENTER LINE OF THE LEVEE.  A DISK ON THE TOP OF A COPPER-COATED
 FF1028'STEEL ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1
 FF1028'FEET SOUTH OF A WITNESS POST.
 FF1028
 FF1028                          STATION RECOVERY (2003)
 FF1028
 FF1028'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1028'LEVEE MILE POST, LMP, IS MISSING.
 FF1028
 FF1028                          STATION RECOVERY (2003)
 FF1028
 FF1028'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF1028'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0217 ***********************************************************************
 EH0217  DESIGNATION -  K 219
 EH0217  PID         -  EH0217
 EH0217  STATE/COUNTY-  AR/LEE
 EH0217  USGS QUAD   -  HUGHES (1993)
 EH0217
 EH0217                         *CURRENT SURVEY CONTROL
 EH0217  ___________________________________________________________________
 EH0217* NAD 83(1986)-  34 53 28.     (N)    090 26 53.     (W)     SCALED    
 EH0217* NAVD 88     -        66.852  (meters)     219.33   (feet)  ADJUSTED  
 EH0217  ___________________________________________________________________
 EH0217  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH0217  DYNAMIC HT  -          66.790 (meters)     219.13  (feet)  COMP
 EH0217  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 EH0217
 EH0217  VERT ORDER  -  FIRST     CLASS II
 EH0217
 EH0217.The horizontal coordinates were scaled from a topographic map and have
 EH0217.an estimated accuracy of +/- 6 seconds.
 EH0217
 EH0217.The orthometric height was determined by differential leveling
 EH0217.and adjusted by the National Geodetic Survey in June 1991..
 EH0217
 EH0217.The geoid height was determined by GEOID03.
 EH0217
 EH0217.The dynamic height is computed by dividing the NAVD 88
 EH0217.geopotential number by the normal gravity value computed on the
 EH0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0217.degrees latitude (g = 980.6199 gals.).
 EH0217
 EH0217.The modeled gravity was interpolated from observed gravity values.
 EH0217
 EH0217;                    North         East    Units  Estimated Accuracy
 EH0217;SPC AR S     -   647,810.      541,860.      MT  (+/- 180 meters Scaled)
 EH0217
 EH0217                          SUPERSEDED SURVEY CONTROL
 EH0217
 EH0217  NGVD 29 (??/??/??)   66.873  (m)          219.40   (f) ADJUSTED    1 2
 EH0217
 EH0217.Superseded values are not recommended for survey control.
 EH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0217.See file dsdata.txt to determine how the superseded data were derived.
 EH0217
 EH0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU332639(NAD 83)
 EH0217_MARKER: DB = BENCH MARK DISK
 EH0217_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0217_SP_SET: 4 FEET
 EH0217_STAMPING: K 219 1976
 EH0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0217+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EH0217
 EH0217  HISTORY     - Date     Condition        Report By
 EH0217  HISTORY     - 1976     MONUMENTED       NGS
 EH0217  HISTORY     - 20030317 GOOD             USACE
 EH0217
 EH0217                          STATION DESCRIPTION
 EH0217
 EH0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0217'14.95 MI NE FROM WHITEHALL.
 EH0217'14.95 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0217'AT WHITEHALL, ALSO ABOUT 0.5 MILES EAST OF MIDWAY, 18 FEET NORTH OF
 EH0217'THE CENTER LINE OF THE LEVEE, AND 3 FEET EAST OF MILEPOST 190/191. A
 EH0217'DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED
 EH0217'IN A PIPE PROJECTING +0 INCHES.  2 IN A PIPE PROJECTING +0 INCHES. 2
 EH0217'FEET BELOW LEVEE 1 FOOT WEST OF A WITNESS POST.
 EH0217
 EH0217                          STATION RECOVERY (2003)
 EH0217
 EH0217'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0010 ***********************************************************************
 DM0010  DESIGNATION -  K 22
 DM0010  PID         -  DM0010
 DM0010  STATE/COUNTY-  AR/LITTLE RIVER
 DM0010  USGS QUAD   -  WINTHROP (1975)
 DM0010
 DM0010                         *CURRENT SURVEY CONTROL
 DM0010  ___________________________________________________________________
 DM0010* NAD 83(1986)-  33 49 45.     (N)    094 20 56.     (W)     SCALED    
 DM0010* NAVD 88     -       100.057  (meters)     328.27   (feet)  ADJUSTED  
 DM0010  ___________________________________________________________________
 DM0010  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DM0010  DYNAMIC HT  -          99.955 (meters)     327.94  (feet)  COMP
 DM0010  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 DM0010
 DM0010  VERT ORDER  -  FIRST     CLASS II
 DM0010
 DM0010.The horizontal coordinates were scaled from a topographic map and have
 DM0010.an estimated accuracy of +/- 6 seconds.
 DM0010
 DM0010.The orthometric height was determined by differential leveling
 DM0010.and adjusted by the National Geodetic Survey in June 1991..
 DM0010
 DM0010.The geoid height was determined by GEOID03.
 DM0010
 DM0010.The dynamic height is computed by dividing the NAVD 88
 DM0010.geopotential number by the normal gravity value computed on the
 DM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0010.degrees latitude (g = 980.6199 gals.).
 DM0010
 DM0010.The modeled gravity was interpolated from observed gravity values.
 DM0010
 DM0010;                    North         East    Units  Estimated Accuracy
 DM0010;SPC AR S     -   531,430.      182,600.      MT  (+/- 180 meters Scaled)
 DM0010
 DM0010                          SUPERSEDED SURVEY CONTROL
 DM0010
 DM0010  NGVD 29 (??/??/92)  100.049  (m)          328.24   (f) ADJ UNCH    1 2
 DM0010
 DM0010.Superseded values are not recommended for survey control.
 DM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0010.See file dsdata.txt to determine how the superseded data were derived.
 DM0010
 DM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT751440(NAD 83)
 DM0010_MARKER: DB = BENCH MARK DISK
 DM0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0010+STABILITY: SURFACE MOTION
 DM0010
 DM0010  HISTORY     - Date     Condition        Report By
 DM0010  HISTORY     - UNK      MONUMENTED       CGS
 DM0010  HISTORY     - 1932     GOOD             NGS
 DM0010  HISTORY     - 1962     GOOD             NGS
 DM0010  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0010
 DM0010                          STATION DESCRIPTION
 DM0010
 DM0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0010'IN WINTHROP.
 DM0010'LOCATED 93 FEET SOUTH OF THE STATION AT WINTHROP.  23 FEET WEST OF THE
 DM0010'WEST RAIL OF THE MAIN TRACK.  6 FEET EAST OF A TELEGRAPH POLE. NOTE--
 DM0010'MARK IS 7 FT SE OF A POLE BETWEEN MAIN TRACKS AND A SIDING AND 2
 DM0010'INCHES BELOW THE SURFACE OF THE GROUND.
 DM0010
 DM0010                          STATION RECOVERY (1962)
 DM0010
 DM0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0010'RECOVERED IN GOOD CONDITION.
 DM0010
 DM0010                          STATION RECOVERY (1985)
 DM0010
 DM0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0010'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0710 ***********************************************************************
 EH0710  DESIGNATION -  K 220
 EH0710  PID         -  EH0710
 EH0710  STATE/COUNTY-  AR/PHILLIPS
 EH0710  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0710
 EH0710                         *CURRENT SURVEY CONTROL
 EH0710  ___________________________________________________________________
 EH0710* NAD 83(1986)-  34 23 19.     (N)    090 39 20.     (W)     SCALED    
 EH0710* NAVD 88     -        61.806  (meters)     202.78   (feet)  ADJUSTED  
 EH0710  ___________________________________________________________________
 EH0710  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0710  DYNAMIC HT  -          61.746 (meters)     202.58  (feet)  COMP
 EH0710  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 EH0710
 EH0710  VERT ORDER  -  FIRST     CLASS II
 EH0710
 EH0710.The horizontal coordinates were scaled from a topographic map and have
 EH0710.an estimated accuracy of +/- 6 seconds.
 EH0710
 EH0710.The orthometric height was determined by differential leveling
 EH0710.and adjusted by the National Geodetic Survey in June 1991..
 EH0710
 EH0710.The geoid height was determined by GEOID03.
 EH0710
 EH0710.The dynamic height is computed by dividing the NAVD 88
 EH0710.geopotential number by the normal gravity value computed on the
 EH0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0710.degrees latitude (g = 980.6199 gals.).
 EH0710
 EH0710.The modeled gravity was interpolated from observed gravity values.
 EH0710
 EH0710;                    North         East    Units  Estimated Accuracy
 EH0710;SPC AR S     -   591,800.      523,630.      MT  (+/- 180 meters Scaled)
 EH0710
 EH0710                          SUPERSEDED SURVEY CONTROL
 EH0710
 EH0710  NGVD 29 (??/??/??)   61.847  (m)          202.91   (f) ADJUSTED    1 2
 EH0710
 EH0710.Superseded values are not recommended for survey control.
 EH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0710.See file dsdata.txt to determine how the superseded data were derived.
 EH0710
 EH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU155077(NAD 83)
 EH0710_MARKER: DB = BENCH MARK DISK
 EH0710_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0710+WITH SETTING: INTO GROUND
 EH0710_STAMPING: K 220 1976
 EH0710_MARK LOGO: NGS   
 EH0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0710+STABILITY: SURFACE MOTION
 EH0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0710+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0710
 EH0710  HISTORY     - Date     Condition        Report By
 EH0710  HISTORY     - 1976     MONUMENTED       NGS
 EH0710  HISTORY     - 1985     GOOD             NGS
 EH0710  HISTORY     - 20030331 GOOD             USACE
 EH0710
 EH0710                          STATION DESCRIPTION
 EH0710
 EH0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0710'12.3 MI S FROM HELENA.
 EH0710'12.3 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0710'HELENA, 15 FEET NORTH OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT
 EH0710'SOUTH OF MILEPOST 13/14.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 EH0710'TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  2 FEET
 EH0710'BELOW LEVEE.  1 FOOT WEST OF A WITNESS POST.
 EH0710
 EH0710                          STATION RECOVERY (1985)
 EH0710
 EH0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0710'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0710
 EH0710                          STATION RECOVERY (2003)
 EH0710
 EH0710'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0746 ***********************************************************************
 EH0746  DESIGNATION -  K 221
 EH0746  PID         -  EH0746
 EH0746  STATE/COUNTY-  AR/PHILLIPS
 EH0746  USGS QUAD   -  MELLWOOD (1982)
 EH0746
 EH0746                         *CURRENT SURVEY CONTROL
 EH0746  ___________________________________________________________________
 EH0746* NAD 83(1986)-  34 12 02.     (N)    090 55 40.     (W)     SCALED    
 EH0746* NAVD 88     -        57.466  (meters)     188.54   (feet)  ADJUSTED  
 EH0746  ___________________________________________________________________
 EH0746  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH0746  DYNAMIC HT  -          57.409 (meters)     188.35  (feet)  COMP
 EH0746  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 EH0746
 EH0746  VERT ORDER  -  FIRST     CLASS II
 EH0746
 EH0746.The horizontal coordinates were scaled from a topographic map and have
 EH0746.an estimated accuracy of +/- 6 seconds.
 EH0746
 EH0746.The orthometric height was determined by differential leveling
 EH0746.and adjusted by the National Geodetic Survey in June 1991..
 EH0746
 EH0746.The geoid height was determined by GEOID03.
 EH0746
 EH0746.The dynamic height is computed by dividing the NAVD 88
 EH0746.geopotential number by the normal gravity value computed on the
 EH0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0746.degrees latitude (g = 980.6199 gals.).
 EH0746
 EH0746.The modeled gravity was interpolated from observed gravity values.
 EH0746
 EH0746;                    North         East    Units  Estimated Accuracy
 EH0746;SPC AR S     -   570,650.      498,810.      MT  (+/- 180 meters Scaled)
 EH0746
 EH0746                          SUPERSEDED SURVEY CONTROL
 EH0746
 EH0746  NGVD 29 (??/??/??)   57.527  (m)          188.74   (f) ADJUSTED    1 2
 EH0746
 EH0746.Superseded values are not recommended for survey control.
 EH0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0746.See file dsdata.txt to determine how the superseded data were derived.
 EH0746
 EH0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT909863(NAD 83)
 EH0746_MARKER: DB = BENCH MARK DISK
 EH0746_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0746+WITH SETTING: INTO GROUND
 EH0746_STAMPING: K 221 1976
 EH0746_MARK LOGO: NGS   
 EH0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0746+STABILITY: SURFACE MOTION
 EH0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0746+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0746
 EH0746  HISTORY     - Date     Condition        Report By
 EH0746  HISTORY     - 1976     MONUMENTED       NGS
 EH0746  HISTORY     - 1985     GOOD             NGS
 EH0746  HISTORY     - 20030331 GOOD             USACE
 EH0746
 EH0746                          STATION DESCRIPTION
 EH0746
 EH0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0746'1.6 MI S FROM MELLWOOD.
 EH0746'1.6 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0746'MELLWOOD, 0.15 MILE NORTHWEST OF A FENCE CROSSING THE LEVEE, 25 FEET
 EH0746'SOUTHWEST OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT SOUTHEAST OF
 EH0746'MILEPOST 41/42.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH
 EH0746'OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE
 EH0746'1 FOOT NORTHWEST OF A WITNESS POST.
 EH0746
 EH0746                          STATION RECOVERY (1985)
 EH0746
 EH0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0746'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT)
 EH0746'NORTHWEST OF A WITNESS POST.
 EH0746
 EH0746                          STATION RECOVERY (2003)
 EH0746
 EH0746'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0987 ***********************************************************************
 EH0987  DESIGNATION -  K 222
 EH0987  PID         -  EH0987
 EH0987  STATE/COUNTY-  AR/LEE
 EH0987  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0987
 EH0987                         *CURRENT SURVEY CONTROL
 EH0987  ___________________________________________________________________
 EH0987* NAD 83(1986)-  34 40 24.     (N)    090 36 56.     (W)     SCALED    
 EH0987* NAVD 88     -        63.723  (meters)     209.06   (feet)  ADJUSTED  
 EH0987  ___________________________________________________________________
 EH0987  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0987  DYNAMIC HT  -          63.663 (meters)     208.87  (feet)  COMP
 EH0987  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 EH0987
 EH0987  VERT ORDER  -  FIRST     CLASS II
 EH0987
 EH0987.The horizontal coordinates were scaled from a topographic map and have
 EH0987.an estimated accuracy of +/- 6 seconds.
 EH0987
 EH0987.The orthometric height was determined by differential leveling
 EH0987.and adjusted by the National Geodetic Survey in June 1991..
 EH0987
 EH0987.The geoid height was determined by GEOID03.
 EH0987
 EH0987.The dynamic height is computed by dividing the NAVD 88
 EH0987.geopotential number by the normal gravity value computed on the
 EH0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0987.degrees latitude (g = 980.6199 gals.).
 EH0987
 EH0987.The modeled gravity was interpolated from observed gravity values.
 EH0987
 EH0987;                    North         East    Units  Estimated Accuracy
 EH0987;SPC AR S     -   623,430.      526,880.      MT  (+/- 180 meters Scaled)
 EH0987
 EH0987                          SUPERSEDED SURVEY CONTROL
 EH0987
 EH0987  NGVD 29 (??/??/??)   63.753  (m)          209.16   (f) ADJUSTED    1 2
 EH0987
 EH0987.Superseded values are not recommended for survey control.
 EH0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0987.See file dsdata.txt to determine how the superseded data were derived.
 EH0987
 EH0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU184394(NAD 83)
 EH0987_MARKER: DB = BENCH MARK DISK
 EH0987_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0987+WITH SETTING: INTO GROUND
 EH0987_STAMPING: K 222 1976
 EH0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0987+STABILITY: SURFACE MOTION
 EH0987
 EH0987  HISTORY     - Date     Condition        Report By
 EH0987  HISTORY     - 1976     MONUMENTED       NGS
 EH0987  HISTORY     - 20010620 GOOD             NGS
 EH0987
 EH0987                          STATION DESCRIPTION
 EH0987
 EH0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0987'9.45 MI S FROM WHITEHALL.
 EH0987'9.45 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0987'WHITEHALL, 112 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF AN OFF
 EH0987'RAMP AND THE LEVEE, 19 FEET WEST OF THE CENTER LINE OF THE LEVEE, AND
 EH0987'2 FEET NORTH OF MILEPOST 214/215.  A DISK ON TOP OF A COPPER-COATED
 EH0987'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.
 EH0987'2 FEET BELOW LEVEE 1 FOOT SOUTH OF A WITNESS POST.
 EH0987
 EH0987                          STATION RECOVERY (2001)
 EH0987
 EH0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 EH0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0775 ***********************************************************************
 EH0775  DESIGNATION -  K 223
 EH0775  PID         -  EH0775
 EH0775  STATE/COUNTY-  AR/DESHA
 EH0775  USGS QUAD   -  LACONIA (1982)
 EH0775
 EH0775                         *CURRENT SURVEY CONTROL
 EH0775  ___________________________________________________________________
 EH0775* NAD 83(1986)-  34 01 50.     (N)    090 58 48.     (W)     SCALED    
 EH0775* NAVD 88     -        55.392  (meters)     181.73   (feet)  ADJUSTED  
 EH0775  ___________________________________________________________________
 EH0775  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH0775  DYNAMIC HT  -          55.337 (meters)     181.55  (feet)  COMP
 EH0775  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 EH0775
 EH0775  VERT ORDER  -  FIRST     CLASS II
 EH0775
 EH0775.The horizontal coordinates were scaled from a topographic map and have
 EH0775.an estimated accuracy of +/- 6 seconds.
 EH0775
 EH0775.The orthometric height was determined by differential leveling
 EH0775.and adjusted by the National Geodetic Survey in June 1991..
 EH0775.WARNING-Repeat measurements at this control monument indicate possible
 EH0775.vertical movement.
 EH0775
 EH0775.The geoid height was determined by GEOID03.
 EH0775
 EH0775.The dynamic height is computed by dividing the NAVD 88
 EH0775.geopotential number by the normal gravity value computed on the
 EH0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0775.degrees latitude (g = 980.6199 gals.).
 EH0775
 EH0775.The modeled gravity was interpolated from observed gravity values.
 EH0775
 EH0775;                    North         East    Units  Estimated Accuracy
 EH0775;SPC AR S     -   551,740.      494,190.      MT  (+/- 180 meters Scaled)
 EH0775
 EH0775                          SUPERSEDED SURVEY CONTROL
 EH0775
 EH0775  NGVD 29 (??/??/??)   55.436  (m)          181.88   (f) ADJUSTED    1 2
 EH0775
 EH0775.Superseded values are not recommended for survey control.
 EH0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0775.See file dsdata.txt to determine how the superseded data were derived.
 EH0775
 EH0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT864673(NAD 83)
 EH0775_MARKER: DB = BENCH MARK DISK
 EH0775_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0775+WITH SETTING: INTO GROUND
 EH0775_STAMPING: K 223 1976
 EH0775_MARK LOGO: NGS   
 EH0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0775+STABILITY: SURFACE MOTION
 EH0775
 EH0775  HISTORY     - Date     Condition        Report By
 EH0775  HISTORY     - 1976     MONUMENTED       NGS
 EH0775  HISTORY     - 1985     GOOD             NGS
 EH0775  HISTORY     - 20010619 MARK NOT FOUND   NGS
 EH0775
 EH0775                          STATION DESCRIPTION
 EH0775
 EH0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0775'19.2 MI S FROM MELLWOOD.
 EH0775'19.2 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0775'MELLWOOD, 0.3 MILE SOUTHWEST OF A METAL GATE, AND 16 FEET NORTH OF THE
 EH0775'CENTER OF LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0775'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  1 FOOT BELOW
 EH0775'LEVEE 1 FOOT EAST OF A WITNESS POST.
 EH0775
 EH0775                          STATION RECOVERY (1985)
 EH0775
 EH0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0775'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) SOUTH OF
 EH0775'A WITNESS POST.
 EH0775
 EH0775                          STATION RECOVERY (2001)
 EH0775
 EH0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 EH0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2427 ***********************************************************************
 EH2427  DESIGNATION -  K 224 RESET
 EH2427  PID         -  EH2427
 EH2427  STATE/COUNTY-  AR/PHILLIPS
 EH2427  USGS QUAD   -  WEST HELENA (1982)
 EH2427
 EH2427                         *CURRENT SURVEY CONTROL
 EH2427  ___________________________________________________________________
 EH2427* NAD 83(1986)-  34 33 16.     (N)    090 43 11.     (W)     SCALED    
 EH2427* NAVD 88     -        62.24   (meters)     204.2    (feet)  RESET     
 EH2427  ___________________________________________________________________
 EH2427  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH2427
 EH2427  VERT ORDER  -  THIRD
 EH2427
 EH2427.The horizontal coordinates were scaled from a topographic map and have
 EH2427.an estimated accuracy of +/- 6 seconds.
 EH2427
 EH2427.The orthometric height was computed from unverified reset data.
 EH2427.No vertical observational check was made to the station.
 EH2427
 EH2427.The geoid height was determined by GEOID03.
 EH2427
 EH2427;                    North         East    Units  Estimated Accuracy
 EH2427;SPC AR S     -   610,120.      517,500.      MT  (+/- 180 meters Scaled)
 EH2427
 EH2427                          SUPERSEDED SURVEY CONTROL
 EH2427
 EH2427  NGVD 29 (??/??/??)   62.27   (m)          204.3    (f) RESET       3  
 EH2427
 EH2427.Superseded values are not recommended for survey control.
 EH2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2427.See file dsdata.txt to determine how the superseded data were derived.
 EH2427
 EH2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU092259(NAD 83)
 EH2427_MARKER: DB = BENCH MARK DISK
 EH2427_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH2427+WITH SETTING: INTO GROUND
 EH2427_STAMPING: K 224 RESET 1977
 EH2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2427+STABILITY: SURFACE MOTION
 EH2427
 EH2427  HISTORY     - Date     Condition        Report By
 EH2427  HISTORY     - 1977     MONUMENTED       NGS
 EH2427
 EH2427                          STATION DESCRIPTION
 EH2427
 EH2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EH2427'5.35 MI W FROM WEST HELENA.
 EH2427'2.7 MILES EAST ALONG U.S. HIGHWAY 49 FROM THE JUNCTION OF STATE
 EH2427'HIGHWAYS 1 AND 85 AT WALNUT CORNERS, 88.5 FEET SOUTH SOUTHEAST OF
 EH2427'THE SOUTHEAST CORNER OF HOUSE, 72.5 FEET SOUTH OF THE CENTER OF
 EH2427'4 LANE HIGHWAY, 62.0 FEET SOUTHWEST OF THE SOUTHWEST PECAN TREE
 EH2427'IN ORCHARD, 55.0 FEET EAST OF THE CENTER OF GRAVEL DRIVEWAY, 1.0
 EH2427'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  A DISK ON THE TOP
 EH2427'OF A COPPER-COATED ROD SET TO A DEPTH OF 4 FEET ENCASED IN A PIPE,
 EH2427'2 FEET BELOW HIGHWAY, .85 MILE WEST OF L 224 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1493 ***********************************************************************
 EH1493  DESIGNATION -  K 225
 EH1493  PID         -  EH1493
 EH1493  STATE/COUNTY-  AR/ARKANSAS
 EH1493  USGS QUAD   -  DE WITT (1968)
 EH1493
 EH1493                         *CURRENT SURVEY CONTROL
 EH1493  ___________________________________________________________________
 EH1493* NAD 83(1986)-  34 20 24.     (N)    091 15 35.     (W)     SCALED    
 EH1493* NAVD 88     -        57.717  (meters)     189.36   (feet)  ADJUSTED  
 EH1493  ___________________________________________________________________
 EH1493  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH1493  DYNAMIC HT  -          57.661 (meters)     189.18  (feet)  COMP
 EH1493  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 EH1493
 EH1493  VERT ORDER  -  FIRST     CLASS II
 EH1493
 EH1493.The horizontal coordinates were scaled from a topographic map and have
 EH1493.an estimated accuracy of +/- 6 seconds.
 EH1493
 EH1493.The orthometric height was determined by differential leveling
 EH1493.and adjusted by the National Geodetic Survey in August 1993..
 EH1493
 EH1493.The geoid height was determined by GEOID03.
 EH1493
 EH1493.The dynamic height is computed by dividing the NAVD 88
 EH1493.geopotential number by the normal gravity value computed on the
 EH1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1493.degrees latitude (g = 980.6199 gals.).
 EH1493
 EH1493.The modeled gravity was interpolated from observed gravity values.
 EH1493
 EH1493;                    North         East    Units  Estimated Accuracy
 EH1493;SPC AR S     -   585,840.      468,110.      MT  (+/- 180 meters Scaled)
 EH1493
 EH1493                          SUPERSEDED SURVEY CONTROL
 EH1493
 EH1493  NAVD 88 (06/15/91)   57.682  (m)          189.25   (f) UNKNOWN     1 2
 EH1493  NGVD 29 (??/??/??)   57.741  (m)          189.44   (f) ADJUSTED    1 2
 EH1493
 EH1493.Superseded values are not recommended for survey control.
 EH1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1493.See file dsdata.txt to determine how the superseded data were derived.
 EH1493
 EH1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU600012(NAD 83)
 EH1493_MARKER: DB = BENCH MARK DISK
 EH1493_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1493+WITH SETTING: INTO GROUND
 EH1493_STAMPING: K 225 1976
 EH1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1493+STABILITY: SURFACE MOTION
 EH1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1493+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1493
 EH1493  HISTORY     - Date     Condition        Report By
 EH1493  HISTORY     - 1976     MONUMENTED       NGS
 EH1493  HISTORY     - 20030414 GOOD             USACE
 EH1493
 EH1493                          STATION DESCRIPTION
 EH1493
 EH1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1493'8.6 MI SW FROM ST CHARLES.
 EH1493'8.6 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH STATE
 EH1493'HIGHWAY 1S AT ST. CHARLES, 62.0 FEET NORTHWEST OF THE CENTER LINE OF
 EH1493'HIGHWAY, 27 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, AND
 EH1493'5.9 FEET SOUTH OF A POWERLINE POLE.  A DISK ON TOP OF A COPPER-COATED
 EH1493'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.
 EH1493'2 FEET BELOW HIGHWAY 3 FEET NORTH OF A WITNESS POST.
 EH1493
 EH1493                          STATION RECOVERY (2003)
 EH1493
 EH1493'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1493'MARK FOUND 2 FT BELOW DITCH FILL. MARK IS 5.9 FT SOUTH OF  CARSONITE
 EH1493'WITNESS POST AT POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0895 ***********************************************************************
 DK0895  DESIGNATION -  K 226
 DK0895  PID         -  DK0895
 DK0895  STATE/COUNTY-  AR/ARKANSAS
 DK0895  USGS QUAD   -  DUMAS (1969)
 DK0895
 DK0895                         *CURRENT SURVEY CONTROL
 DK0895  ___________________________________________________________________
 DK0895* NAD 83(1986)-  33 59 01.     (N)    091 23 02.     (W)     SCALED    
 DK0895* NAVD 88     -        59.392  (meters)     194.86   (feet)  ADJUSTED  
 DK0895  ___________________________________________________________________
 DK0895  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK0895  DYNAMIC HT  -          59.334 (meters)     194.66  (feet)  COMP
 DK0895  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 DK0895
 DK0895  VERT ORDER  -  FIRST     CLASS II
 DK0895
 DK0895.The horizontal coordinates were scaled from a topographic map and have
 DK0895.an estimated accuracy of +/- 6 seconds.
 DK0895
 DK0895.The orthometric height was determined by differential leveling
 DK0895.and adjusted by the National Geodetic Survey in June 1991..
 DK0895
 DK0895.The geoid height was determined by GEOID03.
 DK0895
 DK0895.The dynamic height is computed by dividing the NAVD 88
 DK0895.geopotential number by the normal gravity value computed on the
 DK0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0895.degrees latitude (g = 980.6199 gals.).
 DK0895
 DK0895.The modeled gravity was interpolated from observed gravity values.
 DK0895
 DK0895;                    North         East    Units  Estimated Accuracy
 DK0895;SPC AR S     -   546,240.      456,930.      MT  (+/- 180 meters Scaled)
 DK0895
 DK0895                          SUPERSEDED SURVEY CONTROL
 DK0895
 DK0895  NGVD 29 (??/??/??)   59.454  (m)          195.06   (f) ADJUSTED    1 2
 DK0895
 DK0895.Superseded values are not recommended for survey control.
 DK0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0895.See file dsdata.txt to determine how the superseded data were derived.
 DK0895
 DK0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT492615(NAD 83)
 DK0895_MARKER: DB = BENCH MARK DISK
 DK0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0895_SP_SET: BRIDGE
 DK0895_STAMPING: K 226 1976
 DK0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0895
 DK0895  HISTORY     - Date     Condition        Report By
 DK0895  HISTORY     - 1976     MONUMENTED       NGS
 DK0895  HISTORY     - 1984     GOOD             NGS
 DK0895  HISTORY     - 20030806 MARK NOT FOUND   USACE
 DK0895
 DK0895                          STATION DESCRIPTION
 DK0895
 DK0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0895'4.0 MI NW FROM BACK GATE.
 DK0895'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH STATE
 DK0895'HIGHWAY 54 AT BACK GATE, SET IN THE NORTH END OF A BRIDGE OVER THE
 DK0895'ARKANSAS RIVER, 19 FEET EAST OF THE CENTERLINE OF HIGHWAY, AND 2 FEET
 DK0895'WEST OF THE EAST END OF ABUTMENT.  1 FOOT ABOVE HIGHWAY.
 DK0895
 DK0895                          STATION RECOVERY (1984)
 DK0895
 DK0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0895'DELETE: STATE HIGHWAY 54. ADD: U.S. HIGHWAY 165.
 DK0895
 DK0895                          STATION RECOVERY (2003)
 DK0895
 DK0895'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JAH)
 DK0895'NEW MEMORIAL MARKER ON BRIDGE ABUTMENT ON TOP OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1210 ***********************************************************************
 DL1210  DESIGNATION -  K 23
 DL1210  PID         -  DL1210
 DL1210  STATE/COUNTY-  AR/CLARK
 DL1210  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL1210
 DL1210                         *CURRENT SURVEY CONTROL
 DL1210  ___________________________________________________________________
 DL1210* NAD 83(1986)-  33 59 38.     (N)    093 20 19.     (W)     SCALED    
 DL1210* NAVD 88     -       114.358  (meters)     375.19   (feet)  ADJUSTED  
 DL1210  ___________________________________________________________________
 DL1210  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DL1210  DYNAMIC HT  -         114.243 (meters)     374.81  (feet)  COMP
 DL1210  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DL1210
 DL1210  VERT ORDER  -  SECOND    CLASS 0
 DL1210
 DL1210.The horizontal coordinates were scaled from a topographic map and have
 DL1210.an estimated accuracy of +/- 6 seconds.
 DL1210
 DL1210.The orthometric height was determined by differential leveling
 DL1210.and adjusted by the National Geodetic Survey in June 1991..
 DL1210.WARNING-Repeat measurements at this control monument indicate possible
 DL1210.vertical movement.
 DL1210
 DL1210.The geoid height was determined by GEOID03.
 DL1210
 DL1210.The dynamic height is computed by dividing the NAVD 88
 DL1210.geopotential number by the normal gravity value computed on the
 DL1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1210.degrees latitude (g = 980.6199 gals.).
 DL1210
 DL1210.The modeled gravity was interpolated from observed gravity values.
 DL1210
 DL1210;                    North         East    Units  Estimated Accuracy
 DL1210;SPC AR S     -   548,010.      276,340.      MT  (+/- 180 meters Scaled)
 DL1210
 DL1210                          SUPERSEDED SURVEY CONTROL
 DL1210
 DL1210  NGVD 29 (??/??/92)  114.354  (m)          375.18   (f) ADJ UNCH    2 0
 DL1210
 DL1210.Superseded values are not recommended for survey control.
 DL1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1210.See file dsdata.txt to determine how the superseded data were derived.
 DL1210
 DL1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT687615(NAD 83)
 DL1210_MARKER: DB = BENCH MARK DISK
 DL1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1210_STAMPING: 375.235 K 23 1932
 DL1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1210+STABILITY: SURFACE MOTION
 DL1210
 DL1210  HISTORY     - Date     Condition        Report By
 DL1210  HISTORY     - 1932     MONUMENTED       CGS
 DL1210  HISTORY     - 1935     MARK NOT FOUND   NGS
 DL1210  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL1210
 DL1210                          STATION DESCRIPTION
 DL1210
 DL1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL1210'IN OKOLONA.
 DL1210'AT OKOLONA, CLARK COUNTY, 50 FEET NORTH OF THE NORTH FACE OF THE
 DL1210'MISSOURI PACIFIC RAILROAD STATION, AT POLE 438+13, 58 FEET WEST OF THE
 DL1210'WEST RAIL OF THE MAIN TRACK, 27 FEET WEST OF A ROW OF POLES, AND IN
 DL1210'LINE WITH THE WEST EDGE OF THE LOADING PLATFORM.  A STANDARD DISK,
 DL1210'STAMPED 375.235 K 23 1932 AND SET IN THE TOP OF A CONCRETE POST.
 DL1210'NOTE-- THE RAILROAD STATION HAS BEEN REMOVED FROM OKOLONA.
 DL1210
 DL1210                          STATION RECOVERY (1964)
 DL1210
 DL1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1481 ***********************************************************************
 EJ1481  DESIGNATION -  K 24 RESET
 EJ1481  PID         -  EJ1481
 EJ1481  STATE/COUNTY-  AR/SCOTT
 EJ1481  USGS QUAD   -  BUCK KNOB (1985)
 EJ1481
 EJ1481                         *CURRENT SURVEY CONTROL
 EJ1481  ___________________________________________________________________
 EJ1481* NAD 83(1986)-  34 41 14.     (N)    093 52 40.     (W)     SCALED    
 EJ1481* NAVD 88     -       363.64   (meters)    1193.0    (feet)  RESET     
 EJ1481  ___________________________________________________________________
 EJ1481  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 EJ1481
 EJ1481  VERT ORDER  -  THIRD
 EJ1481
 EJ1481.The horizontal coordinates were scaled from a topographic map and have
 EJ1481.an estimated accuracy of +/- 6 seconds.
 EJ1481
 EJ1481.The orthometric height was computed from unverified reset data.
 EJ1481
 EJ1481.The geoid height was determined by GEOID03.
 EJ1481
 EJ1481;                    North         East    Units  Estimated Accuracy
 EJ1481;SPC AR N     -    40,900.      227,930.      MT  (+/- 180 meters Scaled)
 EJ1481
 EJ1481                          SUPERSEDED SURVEY CONTROL
 EJ1481
 EJ1481.No superseded survey control is available for this station.
 EJ1481
 EJ1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU195387(NAD 83)
 EJ1481_MARKER: DD = SURVEY DISK
 EJ1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1481_SP_SET: CULVERT
 EJ1481_STAMPING: K 24 RESET 1968
 EJ1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1481
 EJ1481  HISTORY     - Date     Condition        Report By
 EJ1481  HISTORY     - 1968     MONUMENTED       ARHD
 EJ1481
 EJ1481                          STATION DESCRIPTION
 EJ1481
 EJ1481'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1968
 EJ1481'21 MI W FROM MOUNT IDA.
 EJ1481'AT THE SCOTT-MONTGOMERY COUNTY LINE, 0.6 MILE EAST OF THE JUNCTION OF
 EJ1481'U. S. FOREST SERVICE ROAD 76 AND IN THE NORTH HEADWALL OF A DOUBLE 5 X
 EJ1481'5 FT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0932 ***********************************************************************
 DK0932  DESIGNATION -  K 240
 DK0932  PID         -  DK0932
 DK0932  STATE/COUNTY-  AR/DREW
 DK0932  USGS QUAD   -  WINCHESTER (1969)
 DK0932
 DK0932                         *CURRENT SURVEY CONTROL
 DK0932  ___________________________________________________________________
 DK0932* NAD 83(1986)-  33 46 27.     (N)    091 28 35.     (W)     SCALED    
 DK0932* NAVD 88     -        48.651  (meters)     159.62   (feet)  ADJUSTED  
 DK0932  ___________________________________________________________________
 DK0932  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0932  DYNAMIC HT  -          48.602 (meters)     159.46  (feet)  COMP
 DK0932  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 DK0932
 DK0932  VERT ORDER  -  FIRST     CLASS II
 DK0932
 DK0932.The horizontal coordinates were scaled from a topographic map and have
 DK0932.an estimated accuracy of +/- 6 seconds.
 DK0932
 DK0932.The orthometric height was determined by differential leveling
 DK0932.and adjusted by the National Geodetic Survey in June 1991..
 DK0932
 DK0932.The geoid height was determined by GEOID03.
 DK0932
 DK0932.The dynamic height is computed by dividing the NAVD 88
 DK0932.geopotential number by the normal gravity value computed on the
 DK0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0932.degrees latitude (g = 980.6199 gals.).
 DK0932
 DK0932.The modeled gravity was interpolated from observed gravity values.
 DK0932
 DK0932;                    North         East    Units  Estimated Accuracy
 DK0932;SPC AR S     -   522,960.      448,500.      MT  (+/- 180 meters Scaled)
 DK0932
 DK0932                          SUPERSEDED SURVEY CONTROL
 DK0932
 DK0932  NGVD 29 (??/??/??)   48.782  (m)          160.05   (f) ADJUSTED    1 2
 DK0932
 DK0932.Superseded values are not recommended for survey control.
 DK0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0932.See file dsdata.txt to determine how the superseded data were derived.
 DK0932
 DK0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT410381(NAD 83)
 DK0932_MARKER: DB = BENCH MARK DISK
 DK0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0932_SP_SET: WALL
 DK0932_STAMPING: K 240 1938
 DK0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0932
 DK0932  HISTORY     - Date     Condition        Report By
 DK0932  HISTORY     - 1938     MONUMENTED       CGS
 DK0932
 DK0932                          STATION DESCRIPTION
 DK0932
 DK0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DK0932'IN WINCHESTER.
 DK0932'AT WINCHESTER, DREW COUNTY, NORTH OF THE MISSOURI PACIFIC RAILROAD
 DK0932'TRACK, 44 YARDS EAST OF THE STATION, AT THE F.M. COLLINS BRICK STORE,
 DK0932'AND IN THE WALL AT THE SOUTHWEST CORNER.  A STANDARD DISK, STAMPED K
 DK0932'240 1938 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0790 ***********************************************************************
 FF0790  DESIGNATION -  K 242
 FF0790  PID         -  FF0790
 FF0790  STATE/COUNTY-  AR/POINSETT
 FF0790  USGS QUAD   -  HARRISBURG (1983)
 FF0790
 FF0790                         *CURRENT SURVEY CONTROL
 FF0790  ___________________________________________________________________
 FF0790* NAD 83(1986)-  35 35 31.     (N)    090 43 14.     (W)     SCALED    
 FF0790* NAVD 88     -        83.103  (meters)     272.65   (feet)  ADJUSTED  
 FF0790  ___________________________________________________________________
 FF0790  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FF0790  DYNAMIC HT  -          83.031 (meters)     272.41  (feet)  COMP
 FF0790  MODELED GRAV-     979,757.8   (mgal)                       NAVD 88
 FF0790
 FF0790  VERT ORDER  -  FIRST     CLASS II
 FF0790
 FF0790.The horizontal coordinates were scaled from a topographic map and have
 FF0790.an estimated accuracy of +/- 6 seconds.
 FF0790
 FF0790.The orthometric height was determined by differential leveling
 FF0790.and adjusted by the National Geodetic Survey in June 1991..
 FF0790
 FF0790.The geoid height was determined by GEOID03.
 FF0790
 FF0790.The dynamic height is computed by dividing the NAVD 88
 FF0790.geopotential number by the normal gravity value computed on the
 FF0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0790.degrees latitude (g = 980.6199 gals.).
 FF0790
 FF0790.The modeled gravity was interpolated from observed gravity values.
 FF0790
 FF0790;                    North         East    Units  Estimated Accuracy
 FF0790;SPC AR N     -   140,390.      515,940.      MT  (+/- 180 meters Scaled)
 FF0790
 FF0790                          SUPERSEDED SURVEY CONTROL
 FF0790
 FF0790  NGVD 29 (??/??/??)   83.043  (m)          272.45   (f) ADJUSTED    1 2
 FF0790
 FF0790.Superseded values are not recommended for survey control.
 FF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0790.See file dsdata.txt to determine how the superseded data were derived.
 FF0790
 FF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065410(NAD 83)
 FF0790_MARKER: DB = BENCH MARK DISK
 FF0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0790_STAMPING: K 242 1938
 FF0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0790+STABILITY: SURFACE MOTION
 FF0790
 FF0790  HISTORY     - Date     Condition        Report By
 FF0790  HISTORY     - 1938     MONUMENTED       CGS
 FF0790  HISTORY     - 1956     GOOD             CGS
 FF0790  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0790
 FF0790                          STATION DESCRIPTION
 FF0790
 FF0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0790'2.1 MI N FROM HARRISBURG.
 FF0790'2.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0790'STATION AT HARRISBURG, AT A ROAD CROSSING, 57 FEET EAST OF EAST
 FF0790'RAIL, 24 FEET SOUTH OF CENTER LINE OF ROAD, 58 FEET SOUTHEAST
 FF0790'AND ACROSS ROAD FROM TELEPHONE POLE NO. 254/20, 29 FEET SOUTHEAST
 FF0790'OF SOUTH END OF EAST ONE OF TWO 24-INCH PIPE CULVERTS UNDER
 FF0790'ROAD, 10 FEET EAST OF A FENCE LINE, 4 FEET SOUTH OF A FENCE
 FF0790'LINE, 61 FEET SOUTH AND ACROSS ROAD FROM A 24-INCH OAK TREE
 FF0790'WHICH IS IN SOUTHWEST CORNER OF WOODS, ABOUT 3 FEET BELOW
 FF0790'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0790'2 INCHES UNDERGROUND.
 FF0790
 FF0790                          STATION RECOVERY (1978)
 FF0790
 FF0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0790'AREA HAS BEEN CLEARED AND UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1039 ***********************************************************************
 DK1039  DESIGNATION -  K 243
 DK1039  PID         -  DK1039
 DK1039  STATE/COUNTY-  AR/CHICOT
 DK1039  USGS QUAD   -  JEROME (1981)
 DK1039
 DK1039                         *CURRENT SURVEY CONTROL
 DK1039  ___________________________________________________________________
 DK1039* NAD 83(1986)-  33 28 01.     (N)    091 26 41.     (W)     SCALED    
 DK1039* NAVD 88     -        41.956  (meters)     137.65   (feet)  ADJUSTED  
 DK1039  ___________________________________________________________________
 DK1039  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DK1039  DYNAMIC HT  -          41.913 (meters)     137.51  (feet)  COMP
 DK1039  MODELED GRAV-     979,597.3   (mgal)                       NAVD 88
 DK1039
 DK1039  VERT ORDER  -  FIRST     CLASS II
 DK1039
 DK1039.The horizontal coordinates were scaled from a topographic map and have
 DK1039.an estimated accuracy of +/- 6 seconds.
 DK1039
 DK1039.The orthometric height was determined by differential leveling
 DK1039.and adjusted by the National Geodetic Survey in June 1991..
 DK1039
 DK1039.The geoid height was determined by GEOID03.
 DK1039
 DK1039.The dynamic height is computed by dividing the NAVD 88
 DK1039.geopotential number by the normal gravity value computed on the
 DK1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1039.degrees latitude (g = 980.6199 gals.).
 DK1039
 DK1039.The modeled gravity was interpolated from observed gravity values.
 DK1039
 DK1039;                    North         East    Units  Estimated Accuracy
 DK1039;SPC AR S     -   488,900.      451,620.      MT  (+/- 180 meters Scaled)
 DK1039
 DK1039                          SUPERSEDED SURVEY CONTROL
 DK1039
 DK1039  NGVD 29 (??/??/??)   42.069  (m)          138.02   (f) ADJUSTED    1 2
 DK1039
 DK1039.Superseded values are not recommended for survey control.
 DK1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1039.See file dsdata.txt to determine how the superseded data were derived.
 DK1039
 DK1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT445041(NAD 83)
 DK1039_MARKER: DB = BENCH MARK DISK
 DK1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1039_STAMPING: K 243 1939
 DK1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1039+STABILITY: SURFACE MOTION
 DK1039
 DK1039  HISTORY     - Date     Condition        Report By
 DK1039  HISTORY     - 1939     MONUMENTED       CGS
 DK1039  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1039  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1039
 DK1039                          STATION DESCRIPTION
 DK1039
 DK1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1039'2.0 MI N FROM HUDSPETH.
 DK1039'2.0 MILES NORTH OF THE R.R. STATION.  A STANDARD DISC SET IN THE TOP
 DK1039'OF A CONCRETE POST LOCATED ON THE WEST R/W OF THE MO. PAC. R.R. AT
 DK1039'MILE POST 420.  BETWEEN THE TRACKS AND THE HWY NO. 165.  39 FEET WEST
 DK1039'OF THE TRACKS.  28 FEET EAST OF THE CENTER LINE OF THE HWY.
 DK1039
 DK1039                          STATION RECOVERY (1978)
 DK1039
 DK1039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1039'MARK NOT FOUND.
 DK1039
 DK1039                          STATION RECOVERY (1978)
 DK1039
 DK1039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0388 ***********************************************************************
 FG0388  DESIGNATION -  K 244
 FG0388  PID         -  FG0388
 FG0388  STATE/COUNTY-  AR/PERRY
 FG0388  USGS QUAD   -  ADONA (1989)
 FG0388
 FG0388                         *CURRENT SURVEY CONTROL
 FG0388  ___________________________________________________________________
 FG0388* NAD 83(1986)-  35 02 12.     (N)    092 55 49.     (W)     SCALED    
 FG0388* NAVD 88     -       120.579  (meters)     395.60   (feet)  ADJUSTED  
 FG0388  ___________________________________________________________________
 FG0388  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FG0388  DYNAMIC HT  -         120.463 (meters)     395.22  (feet)  COMP
 FG0388  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 FG0388
 FG0388  VERT ORDER  -  SECOND    CLASS 0
 FG0388
 FG0388.The horizontal coordinates were scaled from a topographic map and have
 FG0388.an estimated accuracy of +/- 6 seconds.
 FG0388
 FG0388.The orthometric height was determined by differential leveling
 FG0388.and adjusted by the National Geodetic Survey in June 1991..
 FG0388
 FG0388.The geoid height was determined by GEOID03.
 FG0388
 FG0388.The dynamic height is computed by dividing the NAVD 88
 FG0388.geopotential number by the normal gravity value computed on the
 FG0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0388.degrees latitude (g = 980.6199 gals.).
 FG0388
 FG0388.The modeled gravity was interpolated from observed gravity values.
 FG0388
 FG0388;                    North         East    Units  Estimated Accuracy
 FG0388;SPC AR N     -    78,430.      315,120.      MT  (+/- 180 meters Scaled)
 FG0388
 FG0388                          SUPERSEDED SURVEY CONTROL
 FG0388
 FG0388  NGVD 29 (??/??/92)  120.580  (m)          395.60   (f) ADJ UNCH    2 0
 FG0388
 FG0388.Superseded values are not recommended for survey control.
 FG0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0388.See file dsdata.txt to determine how the superseded data were derived.
 FG0388
 FG0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU063771(NAD 83)
 FG0388_MARKER: DB = BENCH MARK DISK
 FG0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0388_STAMPING: K-244 1939
 FG0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0388+STABILITY: SURFACE MOTION
 FG0388
 FG0388  HISTORY     - Date     Condition        Report By
 FG0388  HISTORY     - 1939     MONUMENTED       CGS
 FG0388
 FG0388                          STATION DESCRIPTION
 FG0388
 FG0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0388'1.9 MI W FROM ADONA.
 FG0388'ABOUT 150 YARDS NORTH OF G. W. HANCOCKS FARM HOUSE.  ABOUT 80 YARDS
 FG0388'EAST OF SOUTHEAST OF RAILROAD TRESTLE NO. 1917.  ABOUT 90 YARDS WEST
 FG0388'SOUTHWEST OF TELEPHONE POLE NO. 191/20.  45 FEET SOUTH OF SOUTH RAIL.
 FG0388'9.0 FEET EAST OF CENTERLINE OF FARM ROAD.  1.5 FEET NORTH OF SOUTH
 FG0388'RIGHT-OF-WAY FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1537 ***********************************************************************
 EH1537  DESIGNATION -  K 245
 EH1537  PID         -  EH1537
 EH1537  STATE/COUNTY-  AR/LINCOLN
 EH1537  USGS QUAD   -  GRADY (1975)
 EH1537
 EH1537                         *CURRENT SURVEY CONTROL
 EH1537  ___________________________________________________________________
 EH1537* NAD 83(1986)-  34 03 49.     (N)    091 40 04.     (W)     SCALED    
 EH1537* NAVD 88     -        55.644  (meters)     182.56   (feet)  ADJUSTED  
 EH1537  ___________________________________________________________________
 EH1537  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH1537  DYNAMIC HT  -          55.589 (meters)     182.38  (feet)  COMP
 EH1537  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 EH1537
 EH1537  VERT ORDER  -  FIRST     CLASS II
 EH1537
 EH1537.The horizontal coordinates were scaled from a topographic map and have
 EH1537.an estimated accuracy of +/- 6 seconds.
 EH1537
 EH1537.The orthometric height was determined by differential leveling
 EH1537.and adjusted by the National Geodetic Survey in August 1993..
 EH1537
 EH1537.The geoid height was determined by GEOID03.
 EH1537
 EH1537.The dynamic height is computed by dividing the NAVD 88
 EH1537.geopotential number by the normal gravity value computed on the
 EH1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1537.degrees latitude (g = 980.6199 gals.).
 EH1537
 EH1537.The modeled gravity was interpolated from observed gravity values.
 EH1537
 EH1537;                    North         East    Units  Estimated Accuracy
 EH1537;SPC AR S     -   554,990.      430,670.      MT  (+/- 180 meters Scaled)
 EH1537
 EH1537                          SUPERSEDED SURVEY CONTROL
 EH1537
 EH1537  NAVD 88 (06/15/91)   55.644  (m)          182.56   (f) UNKNOWN     1 2
 EH1537  NGVD 29 (??/??/??)   55.719  (m)          182.80   (f) ADJUSTED    1 2
 EH1537
 EH1537.Superseded values are not recommended for survey control.
 EH1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1537.See file dsdata.txt to determine how the superseded data were derived.
 EH1537
 EH1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT229700(NAD 83)
 EH1537_MARKER: DB = BENCH MARK DISK
 EH1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1537_STAMPING: K 245 1938
 EH1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1537+STABILITY: SURFACE MOTION
 EH1537
 EH1537  HISTORY     - Date     Condition        Report By
 EH1537  HISTORY     - 1938     MONUMENTED       CGS
 EH1537  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH1537
 EH1537                          STATION DESCRIPTION
 EH1537
 EH1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1537'2.3 MI SE FROM GRADY.
 EH1537'2.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1537'STATION AT GRADY, LINCOLN COUNTY, 5 POLES SOUTHEAST OF POLE 411+30,
 EH1537'BETWEEN THE TRACK AND U.S. HIGHWAY 65, 65 FEET SOUTHWEST OF THE
 EH1537'CENTERLINE OF THE HIGHWAY, AND 12 FEET SOUTHEAST OF THE JUNCTION OF A
 EH1537'PRIVATE DRIVE.  A STANDARD DISK, STAMPED K 245 1938 AND SET IN THE TOP
 EH1537'OF A CONCRETE POST.
 EH1537
 EH1537                          STATION RECOVERY (1963)
 EH1537
 EH1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0874 ***********************************************************************
 FF0874  DESIGNATION -  K 246
 FF0874  PID         -  FF0874
 FF0874  STATE/COUNTY-  AR/CRAIGHEAD
 FF0874  USGS QUAD   -  RISHER (1980)
 FF0874
 FF0874                         *CURRENT SURVEY CONTROL
 FF0874  ___________________________________________________________________
 FF0874* NAD 83(1986)-  35 43 56.     (N)    090 59 07.     (W)     SCALED    
 FF0874* NAVD 88     -        73.569  (meters)     241.37   (feet)  ADJUSTED  
 FF0874  ___________________________________________________________________
 FF0874  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF0874  DYNAMIC HT  -          73.506 (meters)     241.16  (feet)  COMP
 FF0874  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 FF0874
 FF0874  VERT ORDER  -  SECOND    CLASS 0
 FF0874
 FF0874.The horizontal coordinates were scaled from a topographic map and have
 FF0874.an estimated accuracy of +/- 6 seconds.
 FF0874
 FF0874.The orthometric height was determined by differential leveling
 FF0874.and adjusted by the National Geodetic Survey in June 1991..
 FF0874
 FF0874.The geoid height was determined by GEOID03.
 FF0874
 FF0874.The dynamic height is computed by dividing the NAVD 88
 FF0874.geopotential number by the normal gravity value computed on the
 FF0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0874.degrees latitude (g = 980.6199 gals.).
 FF0874
 FF0874.The modeled gravity was interpolated from observed gravity values.
 FF0874
 FF0874;                    North         East    Units  Estimated Accuracy
 FF0874;SPC AR N     -   155,670.      491,790.      MT  (+/- 180 meters Scaled)
 FF0874
 FF0874                          SUPERSEDED SURVEY CONTROL
 FF0874
 FF0874  NGVD 29 (??/??/??)   73.494  (m)          241.12   (f) ADJUSTED    2 0
 FF0874
 FF0874.Superseded values are not recommended for survey control.
 FF0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0874.See file dsdata.txt to determine how the superseded data were derived.
 FF0874
 FF0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV822561(NAD 83)
 FF0874_MARKER: DB = BENCH MARK DISK
 FF0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0874_STAMPING: K 246 1938
 FF0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0874+STABILITY: SURFACE MOTION
 FF0874
 FF0874  HISTORY     - Date     Condition        Report By
 FF0874  HISTORY     - 1938     MONUMENTED       CGS
 FF0874  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0874
 FF0874                          STATION DESCRIPTION
 FF0874
 FF0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0874'5.6 MI SW FROM CASH.
 FF0874'ABOUT 5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0874'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 1.2 MILES SOUTH OF THE
 FF0874'STORE AT RISHER, AND 58 FEET NORTHWEST OF THE CENTER LINE OF
 FF0874'THE HIGHWAY.  A STANDARD DISK, STAMPED K 246 1938 AND SET IN THE
 FF0874'TOP OF A CONCRETE POST.
 FF0874
 FF0874                          STATION RECOVERY (1976)
 FF0874
 FF0874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0585 ***********************************************************************
 DL0585  DESIGNATION -  K 247
 DL0585  PID         -  DL0585
 DL0585  STATE/COUNTY-  AR/COLUMBIA
 DL0585  USGS QUAD   -  BUSSEY (1960)
 DL0585
 DL0585                         *CURRENT SURVEY CONTROL
 DL0585  ___________________________________________________________________
 DL0585* NAD 83(1986)-  33 13 46.     (N)    093 28 47.     (W)     SCALED    
 DL0585* NAVD 88     -        81.247  (meters)     266.56   (feet)  ADJUSTED  
 DL0585  ___________________________________________________________________
 DL0585  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL0585  DYNAMIC HT  -          81.159 (meters)     266.27  (feet)  COMP
 DL0585  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 DL0585
 DL0585  VERT ORDER  -  SECOND    CLASS 0
 DL0585
 DL0585.The horizontal coordinates were scaled from a topographic map and have
 DL0585.an estimated accuracy of +/- 6 seconds.
 DL0585
 DL0585.The orthometric height was determined by differential leveling
 DL0585.and adjusted by the National Geodetic Survey in June 1991..
 DL0585
 DL0585.The geoid height was determined by GEOID03.
 DL0585
 DL0585.The dynamic height is computed by dividing the NAVD 88
 DL0585.geopotential number by the normal gravity value computed on the
 DL0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0585.degrees latitude (g = 980.6199 gals.).
 DL0585
 DL0585.The modeled gravity was interpolated from observed gravity values.
 DL0585
 DL0585;                    North         East    Units  Estimated Accuracy
 DL0585;SPC AR S     -   463,420.      262,080.      MT  (+/- 180 meters Scaled)
 DL0585
 DL0585                          SUPERSEDED SURVEY CONTROL
 DL0585
 DL0585  NGVD 29 (??/??/92)   81.293  (m)          266.71   (f) ADJ UNCH    2 0
 DL0585
 DL0585.Superseded values are not recommended for survey control.
 DL0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0585.See file dsdata.txt to determine how the superseded data were derived.
 DL0585
 DL0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS553768(NAD 83)
 DL0585_MARKER: DB = BENCH MARK DISK
 DL0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0585_STAMPING: K 247 1938
 DL0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0585+STABILITY: SURFACE MOTION
 DL0585
 DL0585  HISTORY     - Date     Condition        Report By
 DL0585  HISTORY     - 1938     MONUMENTED       CGS
 DL0585  HISTORY     - 1963     GOOD             NGS
 DL0585
 DL0585                          STATION DESCRIPTION
 DL0585
 DL0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0585'2.8 MI S FROM MCKAMIE.
 DL0585'IN COLUMBIA COLUMBIA COUNTY, ABOUT 2.8 MILES SOUTH ALONG THE LOUISIANA
 DL0585'AND ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, 25
 DL0585'FEET SOUTHWEST OF MILEPOST 32, 45 FEET WEST OF THE WEST RAIL, AND 3
 DL0585'FEET FROM THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, SET IN THE TOP OF
 DL0585'A CONCRETE POST.  NOTE-- 25 FEET SOUTHWEST OF THE 1ST POLE NORTH OF
 DL0585'CONCRETE MILEPOST 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0527 ***********************************************************************
 FG0527  DESIGNATION -  K 248
 FG0527  PID         -  FG0527
 FG0527  STATE/COUNTY-  AR/VAN BUREN
 FG0527  USGS QUAD   -  ALREAD (1965)
 FG0527
 FG0527                         *CURRENT SURVEY CONTROL
 FG0527  ___________________________________________________________________
 FG0527* NAD 83(1986)-  35 41 51.     (N)    092 44 28.     (W)     SCALED    
 FG0527* NAVD 88     -       580.675  (meters)    1905.10   (feet)  ADJUSTED  
 FG0527  ___________________________________________________________________
 FG0527  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0527  DYNAMIC HT  -         580.110 (meters)    1903.24  (feet)  COMP
 FG0527  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 FG0527
 FG0527  VERT ORDER  -  SECOND    CLASS 0
 FG0527
 FG0527.The horizontal coordinates were scaled from a topographic map and have
 FG0527.an estimated accuracy of +/- 6 seconds.
 FG0527
 FG0527.The orthometric height was determined by differential leveling
 FG0527.and adjusted by the National Geodetic Survey in June 1991..
 FG0527
 FG0527.The geoid height was determined by GEOID03.
 FG0527
 FG0527.The dynamic height is computed by dividing the NAVD 88
 FG0527.geopotential number by the normal gravity value computed on the
 FG0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0527.degrees latitude (g = 980.6199 gals.).
 FG0527
 FG0527.The modeled gravity was interpolated from observed gravity values.
 FG0527
 FG0527;                    North         East    Units  Estimated Accuracy
 FG0527;SPC AR N     -   151,600.      332,930.      MT  (+/- 180 meters Scaled)
 FG0527
 FG0527                          SUPERSEDED SURVEY CONTROL
 FG0527
 FG0527  NGVD 29 (??/??/92)  580.579  (m)         1904.78   (f) ADJ UNCH    2 0
 FG0527
 FG0527.Superseded values are not recommended for survey control.
 FG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0527.See file dsdata.txt to determine how the superseded data were derived.
 FG0527
 FG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV234504(NAD 83)
 FG0527_MARKER: DB = BENCH MARK DISK
 FG0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0527_STAMPING: K 248 1939
 FG0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0527+STABILITY: SURFACE MOTION
 FG0527
 FG0527  HISTORY     - Date     Condition        Report By
 FG0527  HISTORY     - 1939     MONUMENTED       CGS
 FG0527
 FG0527                          STATION DESCRIPTION
 FG0527
 FG0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0527'IN CHIMES.
 FG0527'AT CHIMES, VAN BUREN COUNTY, ON THE UNA-COPELAND ROAD, 2.6 MILES EAST
 FG0527'OF THE JUNCTION OF STATE HIGHWAY 27, 63 FEET NORTH OF THE NORTHWEST
 FG0527'CORNER OF THE POST OFFICE, 38 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FG0527'OF THE J. A. MYRICH HOUSE, 32 FEET NORTH OF THE CENTERLINE OF THE
 FG0527'ROAD, 4 FEET NORTHWEST OF A SOUTHWEST FENCE CORNER, AND 2 FEET WEST OF
 FG0527'THE FENCE.  A STANDARD DISK, STAMPED K 248 1939 AND SET IN THE TOP OF
 FG0527'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1410 ***********************************************************************
 DK1410  DESIGNATION -  K 249
 DK1410  PID         -  DK1410
 DK1410  STATE/COUNTY-  AR/LINCOLN
 DK1410  USGS QUAD   -  GOULD (1964)
 DK1410
 DK1410                         *CURRENT SURVEY CONTROL
 DK1410  ___________________________________________________________________
 DK1410* NAD 83(1986)-  33 59 40.     (N)    091 33 07.     (W)     SCALED    
 DK1410* NAVD 88     -        50.045  (meters)     164.19   (feet)  ADJUSTED  
 DK1410  ___________________________________________________________________
 DK1410  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK1410  DYNAMIC HT  -          49.996 (meters)     164.03  (feet)  COMP
 DK1410  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 DK1410
 DK1410  VERT ORDER  -  SECOND    CLASS 0
 DK1410
 DK1410.The horizontal coordinates were scaled from a topographic map and have
 DK1410.an estimated accuracy of +/- 6 seconds.
 DK1410
 DK1410.The orthometric height was determined by differential leveling
 DK1410.and adjusted by the National Geodetic Survey in June 1991..
 DK1410
 DK1410.The geoid height was determined by GEOID03.
 DK1410
 DK1410.The dynamic height is computed by dividing the NAVD 88
 DK1410.geopotential number by the normal gravity value computed on the
 DK1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1410.degrees latitude (g = 980.6199 gals.).
 DK1410
 DK1410.The modeled gravity was interpolated from observed gravity values.
 DK1410
 DK1410;                    North         East    Units  Estimated Accuracy
 DK1410;SPC AR S     -   547,360.      441,390.      MT  (+/- 180 meters Scaled)
 DK1410
 DK1410                          SUPERSEDED SURVEY CONTROL
 DK1410
 DK1410  NGVD 29 (??/??/??)   50.120  (m)          164.44   (f) ADJUSTED    2 0
 DK1410
 DK1410.Superseded values are not recommended for survey control.
 DK1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1410.See file dsdata.txt to determine how the superseded data were derived.
 DK1410
 DK1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT337624(NAD 83)
 DK1410_MARKER: DB = BENCH MARK DISK
 DK1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1410_STAMPING: K 249 1940
 DK1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1410+STABILITY: SURFACE MOTION
 DK1410
 DK1410  HISTORY     - Date     Condition        Report By
 DK1410  HISTORY     - 1940     MONUMENTED       CGS
 DK1410  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK1410
 DK1410                          STATION DESCRIPTION
 DK1410
 DK1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DK1410'1.0 MI N FROM GOULD.
 DK1410'1.0 MILE NORTH ALONG ROAD TOWARDS SOUTH BEND FROM THE MISSOURI PACIFIC
 DK1410'RAILROAD STATION AT GOULD FROM THE RAILROAD STATION AT GOULD, PROCEED
 DK1410'ALONG STATE HIGHWAY NO 114 TOWARDS CROCKETTS STORE, GO 1.0 MILE. BENCH
 DK1410'MARK IS STANDARD DISK IN PRE-CAST CONCRETE POST PROJECTING ABOUT 4
 DK1410'INCHES ABOVE GROUND.  AT THE NORTHWEST CORNER ON OUTSIDE OF WIRE FENCE
 DK1410'AROUND LAWN AND LARGE WHITE HOUSE OF W.P. MORAN. 27 YARDS TOWARDS
 DK1410'SOUTH BEND (EAST) FROM WOODEN BRIDGE.  40 FEET TOWARDS HOUSE (SOUTH)
 DK1410'FROM CENTER LINE OF ROAD.  17 FEET (EAST) FROM CENTER LINE OF LANE
 DK1410'INTO GARAGE.  2 FEET SOUTH OF THE NORTHWEST CORNER OF FENCE. 1 FOOT
 DK1410'TOWARDS GOULD (WEST) FROM FENCE.
 DK1410
 DK1410                          STATION RECOVERY (1984)
 DK1410
 DK1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1178 ***********************************************************************
 FG1178  DESIGNATION -  K 25
 FG1178  PID         -  FG1178
 FG1178  STATE/COUNTY-  AR/POPE
 FG1178  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1178
 FG1178                         *CURRENT SURVEY CONTROL
 FG1178  ___________________________________________________________________
 FG1178* NAD 83(1986)-  35 16 50.     (N)    093 08 06.     (W)     SCALED    
 FG1178* NAVD 88     -       107.220  (meters)     351.77   (feet)  ADJUSTED  
 FG1178  ___________________________________________________________________
 FG1178  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FG1178  DYNAMIC HT  -         107.119 (meters)     351.44  (feet)  COMP
 FG1178  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 FG1178
 FG1178  VERT ORDER  -  FIRST     CLASS II
 FG1178
 FG1178.The horizontal coordinates were scaled from a topographic map and have
 FG1178.an estimated accuracy of +/- 6 seconds.
 FG1178
 FG1178.The orthometric height was determined by differential leveling
 FG1178.and adjusted by the National Geodetic Survey in June 1991..
 FG1178
 FG1178.The geoid height was determined by GEOID03.
 FG1178
 FG1178.The dynamic height is computed by dividing the NAVD 88
 FG1178.geopotential number by the normal gravity value computed on the
 FG1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1178.degrees latitude (g = 980.6199 gals.).
 FG1178
 FG1178.The modeled gravity was interpolated from observed gravity values.
 FG1178
 FG1178;                    North         East    Units  Estimated Accuracy
 FG1178;SPC AR N     -   105,680.      296,750.      MT  (+/- 180 meters Scaled)
 FG1178
 FG1178                          SUPERSEDED SURVEY CONTROL
 FG1178
 FG1178  NGVD 29 (??/??/92)  107.212  (m)          351.74   (f) ADJ UNCH    1 2
 FG1178
 FG1178.Superseded values are not recommended for survey control.
 FG1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1178.See file dsdata.txt to determine how the superseded data were derived.
 FG1178
 FG1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV877041(NAD 83)
 FG1178_MARKER: DB = BENCH MARK DISK
 FG1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1178_STAMPING: K-25 1932
 FG1178_MARK LOGO: CGS   
 FG1178_PROJECTION: PROJECTING 6 CENTIMETERS
 FG1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1178+STABILITY: SURFACE MOTION
 FG1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1178+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 FG1178
 FG1178  HISTORY     - Date     Condition        Report By
 FG1178  HISTORY     - 1932     MONUMENTED       CGS
 FG1178  HISTORY     - 1935     GOOD             NGS
 FG1178  HISTORY     - 1984     GOOD             NGS
 FG1178  HISTORY     - 1987     GOOD             USPSQD
 FG1178  HISTORY     - 1987     GOOD             USPSQD
 FG1178  HISTORY     - 1988     GOOD             USPSQD
 FG1178  HISTORY     - 1989     GOOD             USPSQD
 FG1178  HISTORY     - 1989     GOOD             USPSQD
 FG1178  HISTORY     - 20040520 GOOD             ARHD
 FG1178
 FG1178                          STATION DESCRIPTION
 FG1178
 FG1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1178'IN RUSSELLVILLE.
 FG1178'IN RUSSELLVILLE, 176 FEET EAST OF EAST WALL OF MISSOURI PACIFIC R.R.
 FG1178'DEPOT.  66 FEET NORTH OF CENTERLINE OF C ST.  58 FEET WEST OF
 FG1178'CENTERLINE OF COMMERCIAL AVENUE.  35.2 FEET SOUTH OF CENTERLINE OF
 FG1178'MISSOURI PACIFIC R.R. MAIN LINE TRACK.  CONCRETE POST WITH BRONZE
 FG1178'TABLET.
 FG1178
 FG1178                          STATION RECOVERY (1984)
 FG1178
 FG1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1178'RECOVERED IN GOOD CONDITION.  NOTE, DELETE COMMERCIAL AVENUE, DELETE C
 FG1178'STREET.  ADD, NORTH COMMERCE STREET, ADD WEST C STREET.
 FG1178
 FG1178                          STATION RECOVERY (1987)
 FG1178
 FG1178'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1178'RECOVERED IN GOOD CONDITION.
 FG1178
 FG1178                          STATION RECOVERY (1987)
 FG1178
 FG1178'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1178'RECOVERED IN GOOD CONDITION.
 FG1178
 FG1178                          STATION RECOVERY (1988)
 FG1178
 FG1178'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1178'RECOVERED IN GOOD CONDITION.
 FG1178
 FG1178                          STATION RECOVERY (1989)
 FG1178
 FG1178'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1178'RECOVERED IN GOOD CONDITION.
 FG1178
 FG1178                          STATION RECOVERY (1989)
 FG1178
 FG1178'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1178'RECOVERED IN GOOD CONDITION.
 FG1178
 FG1178                          STATION RECOVERY (2004)
 FG1178
 FG1178'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0529 ***********************************************************************
 EJ0529  DESIGNATION -  K 250
 EJ0529  PID         -  EJ0529
 EJ0529  STATE/COUNTY-  AR/JEFFERSON
 EJ0529  USGS QUAD   -  WRIGHT (1975)
 EJ0529
 EJ0529                         *CURRENT SURVEY CONTROL
 EJ0529  ___________________________________________________________________
 EJ0529* NAD 83(1986)-  34 23 01.     (N)    092 05 52.     (W)     SCALED    
 EJ0529* NAVD 88     -        80.962  (meters)     265.62   (feet)  ADJUSTED  
 EJ0529  ___________________________________________________________________
 EJ0529  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0529  DYNAMIC HT  -          80.885 (meters)     265.37  (feet)  COMP
 EJ0529  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 EJ0529
 EJ0529  VERT ORDER  -  SECOND    CLASS 0
 EJ0529
 EJ0529.The horizontal coordinates were scaled from a topographic map and have
 EJ0529.an estimated accuracy of +/- 6 seconds.
 EJ0529
 EJ0529.The orthometric height was determined by differential leveling
 EJ0529.and adjusted by the National Geodetic Survey in June 1991..
 EJ0529
 EJ0529.The geoid height was determined by GEOID03.
 EJ0529
 EJ0529.The dynamic height is computed by dividing the NAVD 88
 EJ0529.geopotential number by the normal gravity value computed on the
 EJ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0529.degrees latitude (g = 980.6199 gals.).
 EJ0529
 EJ0529.The modeled gravity was interpolated from observed gravity values.
 EJ0529
 EJ0529;                    North         East    Units  Estimated Accuracy
 EJ0529;SPC AR S     -   590,440.      391,010.      MT  (+/- 180 meters Scaled)
 EJ0529
 EJ0529                          SUPERSEDED SURVEY CONTROL
 EJ0529
 EJ0529  NGVD 29 (??/??/92)   81.056  (m)          265.93   (f) ADJ UNCH    2 0
 EJ0529
 EJ0529.Superseded values are not recommended for survey control.
 EJ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0529.See file dsdata.txt to determine how the superseded data were derived.
 EJ0529
 EJ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU829050(NAD 83)
 EJ0529_MARKER: DB = BENCH MARK DISK
 EJ0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0529_SP_SET: CULVERT
 EJ0529_STAMPING: K 250 1940
 EJ0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0529
 EJ0529  HISTORY     - Date     Condition        Report By
 EJ0529  HISTORY     - 1940     MONUMENTED       CGS
 EJ0529
 EJ0529                          STATION DESCRIPTION
 EJ0529
 EJ0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0529'5.1 MI NE FROM JEFFERSON SPRINGS.
 EJ0529'5.1 MILES NORTHEAST ALONG GRADED DIRT ROAD TOWARDS RIVER FROM MISSOURI
 EJ0529'PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS.  TO REACH FROM THE
 EJ0529'MISSOURI PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS, PROCEED NORTH
 EJ0529'NORTHWEST ALONG THE TRACK, GO 0.4 MILE.  TURN RIGHT (EAST NORTHEAST)
 EJ0529'AND FOLLOW GRADED ROAD TOWARDS RIVER, GO 4.7 MILES. BENCH MARK IS IN
 EJ0529'THE FOURTEENTH (14) CULVERT ON THE GRADED ROAD FROM JEFFERSON SPRINGS
 EJ0529'TOWARDS THE RIVER.  SET 1 FOOT EAST OF THE WEST END OF THE NORTH
 EJ0529'CONCRETE HEADWALL OF AN 18 INCH TILE CULVERT.  13 FEET NORTH OF THE
 EJ0529'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1888 ***********************************************************************
 FE1888  DESIGNATION -  K 251
 FE1888  PID         -  FE1888
 FE1888  STATE/COUNTY-  AR/MISSISSIPPI
 FE1888  USGS QUAD   -  NODENA (1983)
 FE1888
 FE1888                         *CURRENT SURVEY CONTROL
 FE1888  ___________________________________________________________________
 FE1888* NAD 83(1986)-  35 30 53.     (N)    089 56 06.     (W)     SCALED    
 FE1888* NAVD 88     -        72.109  (meters)     236.58   (feet)  ADJUSTED  
 FE1888  ___________________________________________________________________
 FE1888  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1888  DYNAMIC HT  -          72.046 (meters)     236.37  (feet)  COMP
 FE1888  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 FE1888
 FE1888  VERT ORDER  -  FIRST     CLASS I
 FE1888
 FE1888.The horizontal coordinates were scaled from a topographic map and have
 FE1888.an estimated accuracy of +/- 6 seconds.
 FE1888
 FE1888.The orthometric height was determined by differential leveling
 FE1888.and adjusted by the National Geodetic Survey in June 1991..
 FE1888
 FE1888.The geoid height was determined by GEOID03.
 FE1888
 FE1888.The dynamic height is computed by dividing the NAVD 88
 FE1888.geopotential number by the normal gravity value computed on the
 FE1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1888.degrees latitude (g = 980.6199 gals.).
 FE1888
 FE1888.The modeled gravity was interpolated from observed gravity values.
 FE1888
 FE1888;                    North         East    Units  Estimated Accuracy
 FE1888;SPC AR N     -   133,030.      587,300.      MT  (+/- 180 meters Scaled)
 FE1888
 FE1888                          SUPERSEDED SURVEY CONTROL
 FE1888
 FE1888  NGVD 29 (??/??/??)   72.079  (m)          236.48   (f) ADJUSTED    1 1
 FE1888
 FE1888.Superseded values are not recommended for survey control.
 FE1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1888.See file dsdata.txt to determine how the superseded data were derived.
 FE1888
 FE1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE338340(NAD 83)
 FE1888_MARKER: DB = BENCH MARK DISK
 FE1888_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1888_SP_SET: 4 FEET
 FE1888_STAMPING: K 251 1976
 FE1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1888
 FE1888  HISTORY     - Date     Condition        Report By
 FE1888  HISTORY     - 1976     MONUMENTED       NGS
 FE1888
 FE1888                          STATION DESCRIPTION
 FE1888
 FE1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1888'4.7 MI SW FROM RANDOLPH.
 FE1888'0.1 MILE SOUTHWEST ALONG A BLACKTOP ROAD FROM THE RANDOLPH METHODIST
 FE1888'CHURCH, THENCE 1.1 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE 3.5
 FE1888'MILES WEST ALONG STATE HIGHWAY 59 TO THE END OF HIGHWAY AT RICHARDSON
 FE1888'LANDING ON THE EAST SIDE OF RIVER, 125 FEET SOUTHEAST OF A BOAT
 FE1888'HOUSE AND DOCK, 55 FEET SOUTH OF THE SOUTH BANK OF RIVER, 30 FEET
 FE1888'SOUTHWEST OF A BEACON LIGHT NO. 769, AND 18 FEET EAST OF THE
 FE1888'CENTER OF BLACKTOP ROAD LEADING TO RIVER BANK. A DISK ON THE TOP
 FE1888'OF A COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET ENCASED IN
 FE1888'A PIPE PROJECTING 2 INCHES, ABOUT LEVEL WITH THE ROAD, AND 2 FEET
 FE1888'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1772 ***********************************************************************
 EH1772  DESIGNATION -  K 251
 EH1772  PID         -  EH1772
 EH1772  STATE/COUNTY-  AR/JEFFERSON
 EH1772  USGS QUAD   -  ROB ROY (1971)
 EH1772
 EH1772                         *CURRENT SURVEY CONTROL
 EH1772  ___________________________________________________________________
 EH1772* NAD 83(1986)-  34 17 51.     (N)    091 57 39.     (W)     SCALED    
 EH1772* NAVD 88     -        63.850  (meters)     209.48   (feet)  ADJUSTED  
 EH1772  ___________________________________________________________________
 EH1772  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1772  DYNAMIC HT  -          63.789 (meters)     209.28  (feet)  COMP
 EH1772  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 EH1772
 EH1772  VERT ORDER  -  SECOND    CLASS 0
 EH1772
 EH1772.The horizontal coordinates were scaled from a topographic map and have
 EH1772.an estimated accuracy of +/- 6 seconds.
 EH1772
 EH1772.The orthometric height was determined by differential leveling
 EH1772.and adjusted by the National Geodetic Survey in June 1991..
 EH1772
 EH1772.The geoid height was determined by GEOID03.
 EH1772
 EH1772.The dynamic height is computed by dividing the NAVD 88
 EH1772.geopotential number by the normal gravity value computed on the
 EH1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1772.degrees latitude (g = 980.6199 gals.).
 EH1772
 EH1772.The modeled gravity was interpolated from observed gravity values.
 EH1772
 EH1772;                    North         East    Units  Estimated Accuracy
 EH1772;SPC AR S     -   580,880.      403,610.      MT  (+/- 180 meters Scaled)
 EH1772
 EH1772                          SUPERSEDED SURVEY CONTROL
 EH1772
 EH1772  NGVD 29 (??/??/??)   63.882  (m)          209.59   (f) ADJUSTED    2 0
 EH1772
 EH1772.Superseded values are not recommended for survey control.
 EH1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1772.See file dsdata.txt to determine how the superseded data were derived.
 EH1772
 EH1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT956956(NAD 83)
 EH1772_MARKER: DB = BENCH MARK DISK
 EH1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1772_STAMPING: K 251 1940
 EH1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1772+STABILITY: SURFACE MOTION
 EH1772
 EH1772  HISTORY     - Date     Condition        Report By
 EH1772  HISTORY     - 1940     MONUMENTED       CGS
 EH1772  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1772
 EH1772                          STATION DESCRIPTION
 EH1772
 EH1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1772'2.5 MI NW FROM ROB ROY.
 EH1772'2.5 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO A SMALL LEVEE FROM
 EH1772'THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT ROB ROY, JEFFERSON
 EH1772'COUNTY, 0.3 MILE ALONG THE ROAD ACROSS THE SMALL LEVEE AND THE BRIDGE
 EH1772'OVER PLUM BAYOU, ACROSS THE LARGE LEVEE AND 1.0 MILE ALONG THE GRAVEL
 EH1772'ROAD, 1.4 MILES SOUTHWEST ALONG THE U. S. HIGHWAY 79, 0.2 MILE
 EH1772'SOUTHEAST ALONG A DIRT ROAD BETWEEN THE HIGHWAY AND LEVEE, 135 YARDS
 EH1772'SOUTH OF A BRIDGE WITH IRON RAILINGS, 22 YARDS NORTHWEST OF THE
 EH1772'CENTERLINE OF THE LEVEE, 14 FEET NORTHEAST OF THE CENTERLINE OF A ROAD
 EH1772'CROSSING THE LEVEE, 9 FEET NORTHEAST OF A CORNER FENCE POST, 1 FOOT
 EH1772'SOUTHWEST OF A FENCE, AND 3.5 FEET SOUTHWEST OF A 4 BY 4-INCH WHITE
 EH1772'POST PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED K
 EH1772'251 1940 AND SET IN THE TOP OF A CONCRETE POST 4 INCHES ABOVE GROUND.
 EH1772
 EH1772                          STATION RECOVERY (2003)
 EH1772
 EH1772'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0170 ***********************************************************************
 EJ0170  DESIGNATION -  K 252
 EJ0170  PID         -  EJ0170
 EJ0170  STATE/COUNTY-  AR/PULASKI
 EJ0170  USGS QUAD   -  KEO (1987)
 EJ0170
 EJ0170                         *CURRENT SURVEY CONTROL
 EJ0170  ___________________________________________________________________
 EJ0170* NAD 83(1986)-  34 30 53.     (N)    092 06 39.     (W)     SCALED    
 EJ0170* NAVD 88     -        70.263  (meters)     230.52   (feet)  ADJUSTED  
 EJ0170  ___________________________________________________________________
 EJ0170  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EJ0170  DYNAMIC HT  -          70.197 (meters)     230.30  (feet)  COMP
 EJ0170  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 EJ0170
 EJ0170  VERT ORDER  -  SECOND    CLASS 0
 EJ0170
 EJ0170.The horizontal coordinates were scaled from a topographic map and have
 EJ0170.an estimated accuracy of +/- 6 seconds.
 EJ0170
 EJ0170.The orthometric height was determined by differential leveling
 EJ0170.and adjusted by the National Geodetic Survey in June 1991..
 EJ0170
 EJ0170.The geoid height was determined by GEOID03.
 EJ0170
 EJ0170.The dynamic height is computed by dividing the NAVD 88
 EJ0170.geopotential number by the normal gravity value computed on the
 EJ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0170.degrees latitude (g = 980.6199 gals.).
 EJ0170
 EJ0170.The modeled gravity was interpolated from observed gravity values.
 EJ0170
 EJ0170;                    North         East    Units  Estimated Accuracy
 EJ0170;SPC AR S     -   604,980.      389,820.      MT  (+/- 180 meters Scaled)
 EJ0170
 EJ0170                          SUPERSEDED SURVEY CONTROL
 EJ0170
 EJ0170  NGVD 29 (??/??/92)   70.298  (m)          230.64   (f) ADJ UNCH    2 0
 EJ0170
 EJ0170.Superseded values are not recommended for survey control.
 EJ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0170.See file dsdata.txt to determine how the superseded data were derived.
 EJ0170
 EJ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU816195(NAD 83)
 EJ0170_MARKER: DB = BENCH MARK DISK
 EJ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0170_STAMPING: K 252 1940
 EJ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0170+STABILITY: SURFACE MOTION
 EJ0170
 EJ0170  HISTORY     - Date     Condition        Report By
 EJ0170  HISTORY     - 1940     MONUMENTED       CGS
 EJ0170  HISTORY     - 198412   MARK NOT FOUND   USGS
 EJ0170  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0170
 EJ0170                          STATION DESCRIPTION
 EJ0170
 EJ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0170'9.1 MI NW FROM WRIGHT.
 EJ0170'IN PULASKI COUNTY, 9.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE
 EJ0170'POST OFFICE AT WRIGHT, JEFFERSON COUNTY, 0.4 MILE WEST ALONG A FARM
 EJ0170'ROAD, 0.2 MILE NORTH ALONG A TRACK ROAD PARALLELING THE LEVEE, 60 FEET
 EJ0170'NORTHEAST OF THE CENTERLINE OF THE LEVEE, 42 FEET SOUTHWEST OF THE
 EJ0170'SOUTHWEST CORNER OF A SMALL HOUSE, 10 FEET SOUTHWEST OF THE CENTERLINE
 EJ0170'OF A FARM ROAD, 4 FEET SOUTHWEST OF A FENCE, AND 2.5 FEET SOUTHEAST OF
 EJ0170'A 4 BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE GROUND. A STANDARD
 EJ0170'DISK, STAMPED K 252 1940 AND SET IN THE TOP OF A CONCRETE POST
 EJ0170'PROJECTING 6 INCHES ABOVE GROUND.
 EJ0170
 EJ0170                          STATION RECOVERY (1984)
 EJ0170
 EJ0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0170'MARK NOT FOUND.
 EJ0170
 EJ0170                          STATION RECOVERY (1989)
 EJ0170
 EJ0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1084 ***********************************************************************
 FG1084  DESIGNATION -  K 253 RESET
 FG1084  PID         -  FG1084
 FG1084  STATE/COUNTY-  AR/YELL
 FG1084  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1084
 FG1084                         *CURRENT SURVEY CONTROL
 FG1084  ___________________________________________________________________
 FG1084* NAD 83(1986)-  35 15 38.     (N)    093 13 57.     (W)     SCALED    
 FG1084* NAVD 88     -       118.16   (meters)     387.7    (feet)  RESET     
 FG1084  ___________________________________________________________________
 FG1084  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1084
 FG1084  VERT ORDER  -  THIRD
 FG1084
 FG1084.The horizontal coordinates were scaled from a topographic map and have
 FG1084.an estimated accuracy of +/- 6 seconds.
 FG1084
 FG1084.The orthometric height was computed from unverified reset data.
 FG1084
 FG1084.The geoid height was determined by GEOID03.
 FG1084
 FG1084;                    North         East    Units  Estimated Accuracy
 FG1084;SPC AR N     -   103,570.      287,850.      MT  (+/- 180 meters Scaled)
 FG1084
 FG1084                          SUPERSEDED SURVEY CONTROL
 FG1084
 FG1084.No superseded survey control is available for this station.
 FG1084
 FG1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV788019(NAD 83)
 FG1084_MARKER: DB = BENCH MARK DISK
 FG1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1084_STAMPING: K 253 RESET 1962
 FG1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1084+STABILITY: SURFACE MOTION
 FG1084
 FG1084  HISTORY     - Date     Condition        Report By
 FG1084  HISTORY     - 1962     MONUMENTED       CGS
 FG1084
 FG1084                          STATION DESCRIPTION
 FG1084
 FG1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG1084'8.50 MI W FROM DARDANELLE.
 FG1084'LOCATED 1 1/2 BLOCKS SOUTH ALONG STATE HIGHWAY 7 FROM THE SOUTH END OF
 FG1084'THE BRIDGE OVER THE ARKANSAS RIVER AT DARDANELLE, THENCE TURN RIGHT
 FG1084'AND GO WEST ON SECOND STREET, FOR 1.4 MILES TO THE JUNCTION WITH STATE
 FG1084'HIGHWAY 22, THENCE GO WEST ON STATE HIGHWAY 22 FOR 3.55 MILES TO THE
 FG1084'MARK ON THE RIGHT.  IT IS ON THE TOP OF A HILL, 0.1 MILE WEST OF A
 FG1084'FARM HOUSE ON THE NORTH SIDE OF THE ROAD, ON THE SOUTH EDGE OF A
 FG1084'PASTURE WHICH SLOPES TO THE NORTH, 61 FEET NORTH OF THE CENTERLINE OF
 FG1084'STATE HIGHWAY 22, 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE LINE, 25.5 FEET
 FG1084'EAST OF A POWER POLE, 2 FEET EAST OF A BRACED FENCE POST, 1 FOOT NORTH
 FG1084'OF A METAL WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND
 FG1084'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1214 ***********************************************************************
 FG1214  DESIGNATION -  K 254
 FG1214  PID         -  FG1214
 FG1214  STATE/COUNTY-  AR/LOGAN
 FG1214  USGS QUAD   -  HARTMAN (1993)
 FG1214
 FG1214                         *CURRENT SURVEY CONTROL
 FG1214  ___________________________________________________________________
 FG1214* NAD 83(1986)-  35 23 07.     (N)    093 31 00.     (W)     SCALED    
 FG1214* NAVD 88     -       116.929  (meters)     383.62   (feet)  ADJUSTED  
 FG1214  ___________________________________________________________________
 FG1214  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FG1214  DYNAMIC HT  -         116.820 (meters)     383.27  (feet)  COMP
 FG1214  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FG1214
 FG1214  VERT ORDER  -  SECOND    CLASS 0
 FG1214
 FG1214.The horizontal coordinates were scaled from a topographic map and have
 FG1214.an estimated accuracy of +/- 6 seconds.
 FG1214
 FG1214.The orthometric height was determined by differential leveling
 FG1214.and adjusted by the National Geodetic Survey in June 1991..
 FG1214
 FG1214.The geoid height was determined by GEOID03.
 FG1214
 FG1214.The dynamic height is computed by dividing the NAVD 88
 FG1214.geopotential number by the normal gravity value computed on the
 FG1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1214.degrees latitude (g = 980.6199 gals.).
 FG1214
 FG1214.The modeled gravity was interpolated from observed gravity values.
 FG1214
 FG1214;                    North         East    Units  Estimated Accuracy
 FG1214;SPC AR N     -   117,770.      262,210.      MT  (+/- 180 meters Scaled)
 FG1214
 FG1214                          SUPERSEDED SURVEY CONTROL
 FG1214
 FG1214  NGVD 29 (??/??/92)  116.897  (m)          383.52   (f) ADJ UNCH    2 0
 FG1214
 FG1214.Superseded values are not recommended for survey control.
 FG1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1214.See file dsdata.txt to determine how the superseded data were derived.
 FG1214
 FG1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV530158(NAD 83)
 FG1214_MARKER: DB = BENCH MARK DISK
 FG1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1214_STAMPING: K 254 1940
 FG1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1214+STABILITY: SURFACE MOTION
 FG1214
 FG1214  HISTORY     - Date     Condition        Report By
 FG1214  HISTORY     - 1940     MONUMENTED       CGS
 FG1214  HISTORY     - 1959     GOOD             NGS
 FG1214  HISTORY     - 1983     GOOD             NGS
 FG1214
 FG1214                          STATION DESCRIPTION
 FG1214
 FG1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1214'0.7 MI E FROM MORRISON BLUFF.
 FG1214'0.7 MILE EAST ALONG A GRAVEL ROAD FROM MORRISON BLUFF, AT THE
 FG1214'T-JUNCTION OF A LANE LEADING SOUTH, 32 FEET SOUTHWEST OF THE CENTER OF
 FG1214'THE JUNCTION, 24 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 14
 FG1214'FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A WIRE FENCE, AND 4 FEET
 FG1214'EAST OF A WHITE WOODEN WITNESS POST.
 FG1214
 FG1214                          STATION RECOVERY (1983)
 FG1214
 FG1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FG1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1243 ***********************************************************************
 FG1243  DESIGNATION -  K 255
 FG1243  PID         -  FG1243
 FG1243  STATE/COUNTY-  AR/FRANKLIN
 FG1243  USGS QUAD   -  OZARK (1993)
 FG1243
 FG1243                         *CURRENT SURVEY CONTROL
 FG1243  ___________________________________________________________________
 FG1243* NAD 83(1986)-  35 23 58.     (N)    093 48 43.     (W)     SCALED    
 FG1243* NAVD 88     -       138.055  (meters)     452.94   (feet)  ADJUSTED  
 FG1243  ___________________________________________________________________
 FG1243  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FG1243  DYNAMIC HT  -         137.927 (meters)     452.52  (feet)  COMP
 FG1243  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 FG1243
 FG1243  VERT ORDER  -  SECOND    CLASS 0
 FG1243
 FG1243.The horizontal coordinates were scaled from a topographic map and have
 FG1243.an estimated accuracy of +/- 6 seconds.
 FG1243
 FG1243.The orthometric height was determined by differential leveling
 FG1243.and adjusted by the National Geodetic Survey in June 1991..
 FG1243
 FG1243.The geoid height was determined by GEOID03.
 FG1243
 FG1243.The dynamic height is computed by dividing the NAVD 88
 FG1243.geopotential number by the normal gravity value computed on the
 FG1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1243.degrees latitude (g = 980.6199 gals.).
 FG1243
 FG1243.The modeled gravity was interpolated from observed gravity values.
 FG1243
 FG1243;                    North         East    Units  Estimated Accuracy
 FG1243;SPC AR N     -   119,790.      235,420.      MT  (+/- 180 meters Scaled)
 FG1243
 FG1243                          SUPERSEDED SURVEY CONTROL
 FG1243
 FG1243  NGVD 29 (??/??/92)  138.004  (m)          452.77   (f) ADJ UNCH    2 0
 FG1243
 FG1243.Superseded values are not recommended for survey control.
 FG1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1243.See file dsdata.txt to determine how the superseded data were derived.
 FG1243
 FG1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV262176(NAD 83)
 FG1243_MARKER: DB = BENCH MARK DISK
 FG1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1243_STAMPING: K 255 1940
 FG1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1243+STABILITY: SURFACE MOTION
 FG1243
 FG1243  HISTORY     - Date     Condition        Report By
 FG1243  HISTORY     - 1940     MONUMENTED       CGS
 FG1243  HISTORY     - 1959     GOOD             NGS
 FG1243  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1243
 FG1243                          STATION DESCRIPTION
 FG1243
 FG1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1243'3 MI NW FROM ROSEVILLE.
 FG1243'3.0 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY 23
 FG1243'FROM ROSEVILLE, ON THE NORTH SLOPE OF A HILL, AT THE SOUTH END OF A
 FG1243'CURVE IN THE ROAD, 60 FEET SOUTHWEST ACROSS THE GRAVEL ROAD FROM A
 FG1243'LANE INTO A HOUSE, 28 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 FG1243'1.5 FEET EAST OF A WIRE FENCE, AND 4 FEET NORTH OF A WHITE WOODEN
 FG1243'WITNESS POST.
 FG1243
 FG1243                          STATION RECOVERY (1984)
 FG1243
 FG1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1244 ***********************************************************************
 FG1244  DESIGNATION -  K 255 RESET
 FG1244  PID         -  FG1244
 FG1244  STATE/COUNTY-  AR/FRANKLIN
 FG1244  USGS QUAD   -  OZARK (1993)
 FG1244
 FG1244                         *CURRENT SURVEY CONTROL
 FG1244  ___________________________________________________________________
 FG1244* NAD 83(1986)-  35 23 58.     (N)    093 48 43.     (W)     SCALED    
 FG1244* NAVD 88     -       138.02   (meters)     452.8    (feet)  RESET     
 FG1244  ___________________________________________________________________
 FG1244  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FG1244
 FG1244  VERT ORDER  -  THIRD
 FG1244
 FG1244.The horizontal coordinates were scaled from a topographic map and have
 FG1244.an estimated accuracy of +/- 6 seconds.
 FG1244
 FG1244.The orthometric height was computed from unverified reset data.
 FG1244
 FG1244.The geoid height was determined by GEOID03.
 FG1244
 FG1244;                    North         East    Units  Estimated Accuracy
 FG1244;SPC AR N     -   119,790.      235,420.      MT  (+/- 180 meters Scaled)
 FG1244
 FG1244                          SUPERSEDED SURVEY CONTROL
 FG1244
 FG1244.No superseded survey control is available for this station.
 FG1244
 FG1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV262176(NAD 83)
 FG1244_MARKER: DB = BENCH MARK DISK
 FG1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1244_STAMPING: K 255 RESET 1964
 FG1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1244+STABILITY: SURFACE MOTION
 FG1244
 FG1244  HISTORY     - Date     Condition        Report By
 FG1244  HISTORY     - 1964     MONUMENTED       CGS
 FG1244  HISTORY     - 1984     GOOD             NGS
 FG1244
 FG1244                          STATION DESCRIPTION
 FG1244
 FG1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FG1244'9.95 MI SE FROM OZARK.
 FG1244'ABOUT 5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 309 FROM ITS JUNCTION
 FG1244'WITH STATE HIGHWAY 23 WHICH IS 1.4 MILES SOUTH OF OZARK, ABOUT 3.1
 FG1244'MILES NORTHWEST FROM THE SMALL SETTLEMENT OF ROSEVILLE, ON THE NORTH
 FG1244'SLOPE OF A HILL, SOUTHWEST ACROSS THE HIGHWAY FROM A DRIVEWAY LEADING
 FG1244'TO AN OLD BARN, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.5
 FG1244'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FG1244'POST PROJECTING ABOUT 3 INCHES.
 FG1244
 FG1244                          STATION RECOVERY (1984)
 FG1244
 FG1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1244'ABOUT 5.0 KM (3.1 MI) NORTHWEST ALONG STATE ROUTE 309 FROM THE
 FG1244'JUNCTION OF STATE ROUTE 288 IN ROSEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0187 ***********************************************************************
 FH0187  DESIGNATION -  K 256
 FH0187  PID         -  FH0187
 FH0187  STATE/COUNTY-  AR/SEBASTIAN
 FH0187  USGS QUAD   -  MULBERRY (1987)
 FH0187
 FH0187                         *CURRENT SURVEY CONTROL
 FH0187  ___________________________________________________________________
 FH0187* NAD 83(1986)-  35 23 56.     (N)    094 07 13.     (W)     SCALED    
 FH0187* NAVD 88     -       125.059  (meters)     410.30   (feet)  ADJUSTED  
 FH0187  ___________________________________________________________________
 FH0187  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FH0187  DYNAMIC HT  -         124.944 (meters)     409.92  (feet)  COMP
 FH0187  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 FH0187
 FH0187  VERT ORDER  -  SECOND    CLASS 0
 FH0187
 FH0187.The horizontal coordinates were scaled from a topographic map and have
 FH0187.an estimated accuracy of +/- 6 seconds.
 FH0187
 FH0187.The orthometric height was determined by differential leveling
 FH0187.and adjusted by the National Geodetic Survey in June 1991..
 FH0187
 FH0187.The geoid height was determined by GEOID03.
 FH0187
 FH0187.The dynamic height is computed by dividing the NAVD 88
 FH0187.geopotential number by the normal gravity value computed on the
 FH0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0187.degrees latitude (g = 980.6199 gals.).
 FH0187
 FH0187.The modeled gravity was interpolated from observed gravity values.
 FH0187
 FH0187;                    North         East    Units  Estimated Accuracy
 FH0187;SPC AR N     -   120,290.      207,410.      MT  (+/- 180 meters Scaled)
 FH0187
 FH0187                          SUPERSEDED SURVEY CONTROL
 FH0187
 FH0187  NGVD 29 (??/??/92)  124.978  (m)          410.03   (f) ADJ UNCH    2 0
 FH0187
 FH0187.Superseded values are not recommended for survey control.
 FH0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0187.See file dsdata.txt to determine how the superseded data were derived.
 FH0187
 FH0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV982178(NAD 83)
 FH0187_MARKER: DB = BENCH MARK DISK
 FH0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0187_STAMPING: K 256 1940
 FH0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0187+STABILITY: SURFACE MOTION
 FH0187
 FH0187  HISTORY     - Date     Condition        Report By
 FH0187  HISTORY     - 1940     MONUMENTED       CGS
 FH0187  HISTORY     - 1959     GOOD             NGS
 FH0187  HISTORY     - 1964     MARK NOT FOUND   LOCENG
 FH0187
 FH0187                          STATION DESCRIPTION
 FH0187
 FH0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0187'7.7 MI NE FROM LAVACA.
 FH0187'7.7 MILES NORTHEAST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 FH0187'AT LAVACA, 0.2 MILE NORTHWEST OF A BRIDGE OVER SMITH BRANCH,
 FH0187'ON THE TOP OF A HILL, 125 YARDS NORTH OF A CURVE IN THE HIGHWAY,
 FH0187'46.5 FEET SOUTH OF A POWER POLE, 32 FEET EAST OF THE CENTERLINE
 FH0187'OF THE HIGHWAY, 2 FEET WEST OF A WIRE FENCE, AND 3.7 FEET NORTH
 FH0187'OF A WHITE WOODEN WITNESS POST.  NOTE-- THE MARK IS ABOUT 10 FEET
 FH0187'WEST OF THE FENCE.  THE POST IS SLIGHTLY LOOSE IN THE GROUND
 FH0187'BUT DOES NOT APPEAR TO HAVE BEEN MOVED.
 FH0187
 FH0187                          STATION RECOVERY (1964)
 FH0187
 FH0187'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 FH0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0216 ***********************************************************************
 FH0216  DESIGNATION -  K 257
 FH0216  PID         -  FH0216
 FH0216  STATE/COUNTY-  AR/SEBASTIAN
 FH0216  USGS QUAD   -  FORT SMITH (1987)
 FH0216
 FH0216                         *CURRENT SURVEY CONTROL
 FH0216  ___________________________________________________________________
 FH0216* NAD 83(1986)-  35 22 43.     (N)    094 24 41.     (W)     SCALED    
 FH0216* NAVD 88     -       143.444  (meters)     470.62   (feet)  ADJUSTED  
 FH0216  ___________________________________________________________________
 FH0216  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FH0216  DYNAMIC HT  -         143.309 (meters)     470.17  (feet)  COMP
 FH0216  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FH0216
 FH0216  VERT ORDER  -  FIRST     CLASS II
 FH0216
 FH0216.The horizontal coordinates were scaled from a topographic map and have
 FH0216.an estimated accuracy of +/- 6 seconds.
 FH0216
 FH0216.The orthometric height was determined by differential leveling
 FH0216.and adjusted by the National Geodetic Survey in June 1991..
 FH0216
 FH0216.The geoid height was determined by GEOID03.
 FH0216
 FH0216.The dynamic height is computed by dividing the NAVD 88
 FH0216.geopotential number by the normal gravity value computed on the
 FH0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0216.degrees latitude (g = 980.6199 gals.).
 FH0216
 FH0216.The modeled gravity was interpolated from observed gravity values.
 FH0216
 FH0216;                    North         East    Units  Estimated Accuracy
 FH0216;SPC AR N     -   118,650.      180,920.      MT  (+/- 180 meters Scaled)
 FH0216
 FH0216                          SUPERSEDED SURVEY CONTROL
 FH0216
 FH0216  NGVD 29 (??/??/92)  143.341  (m)          470.28   (f) ADJ UNCH    1 2
 FH0216
 FH0216.Superseded values are not recommended for survey control.
 FH0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0216.See file dsdata.txt to determine how the superseded data were derived.
 FH0216
 FH0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV718159(NAD 83)
 FH0216_MARKER: DB = BENCH MARK DISK
 FH0216_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0216+WITH SETTING: PAVEMENT
 FH0216_SP_SET: STEP
 FH0216_STAMPING: K 257 1940 470.278
 FH0216_MARK LOGO: CGS   
 FH0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0216+STABILITY: SURFACE MOTION
 FH0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0216+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 FH0216
 FH0216  HISTORY     - Date     Condition        Report By
 FH0216  HISTORY     - 1940     MONUMENTED       CGS
 FH0216  HISTORY     - 1959     GOOD             NGS
 FH0216  HISTORY     - 1981     GOOD             LOCSUR
 FH0216  HISTORY     - 1984     GOOD             NGS
 FH0216  HISTORY     - 1987     GOOD             USPSQD
 FH0216  HISTORY     - 19891101 GOOD             NGS
 FH0216
 FH0216                          STATION DESCRIPTION
 FH0216
 FH0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0216'AT FORT SMITH.
 FH0216'AT FORT SMITH, ABOUT 1 MILE EAST OF THE POST OFFICE, AT THE
 FH0216'INTERSECTION OF SOUTH D AND TWENTIETH STREETS, AT PEABODY
 FH0216'ELEMENTARY SCHOOL, AT THE NORTH ENTRANCE, AND IN THE TOP OF THE
 FH0216'FIRST CONCRETE STEP.  THE DISK IS NOW STAMPED 470.278.
 FH0216
 FH0216                          STATION RECOVERY (1981)
 FH0216
 FH0216'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FH0216'RECOVERED IN GOOD CONDITION.
 FH0216
 FH0216                          STATION RECOVERY (1984)
 FH0216
 FH0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0216'RECOVERED IN GOOD CONDITION.
 FH0216'THE MARK IS 0.15 M ABOVE THE SIDEWALK.
 FH0216
 FH0216                          STATION RECOVERY (1987)
 FH0216
 FH0216'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0216'RECOVERED IN GOOD CONDITION.
 FH0216
 FH0216                          STATION RECOVERY (1989)
 FH0216
 FH0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1139 ***********************************************************************
 DL1139  DESIGNATION -  K 258
 DL1139  PID         -  DL1139
 DL1139  STATE/COUNTY-  AR/MILLER
 DL1139  USGS QUAD   -  GARLAND (1975)
 DL1139
 DL1139                         *CURRENT SURVEY CONTROL
 DL1139  ___________________________________________________________________
 DL1139* NAD 83(1986)-  33 17 27.     (N)    093 43 34.     (W)     SCALED    
 DL1139* NAVD 88     -        67.337  (meters)     220.92   (feet)  ADJUSTED  
 DL1139  ___________________________________________________________________
 DL1139  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DL1139  DYNAMIC HT  -          67.265 (meters)     220.69  (feet)  COMP
 DL1139  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 DL1139
 DL1139  VERT ORDER  -  FIRST     CLASS I
 DL1139
 DL1139.The horizontal coordinates were scaled from a topographic map and have
 DL1139.an estimated accuracy of +/- 6 seconds.
 DL1139
 DL1139.The orthometric height was determined by differential leveling
 DL1139.and adjusted by the National Geodetic Survey in June 1991..
 DL1139
 DL1139.The geoid height was determined by GEOID03.
 DL1139
 DL1139.The dynamic height is computed by dividing the NAVD 88
 DL1139.geopotential number by the normal gravity value computed on the
 DL1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1139.degrees latitude (g = 980.6199 gals.).
 DL1139
 DL1139.The modeled gravity was interpolated from observed gravity values.
 DL1139
 DL1139;                    North         East    Units  Estimated Accuracy
 DL1139;SPC AR S     -   470,580.      239,230.      MT  (+/- 180 meters Scaled)
 DL1139
 DL1139                          SUPERSEDED SURVEY CONTROL
 DL1139
 DL1139  NGVD 29 (??/??/??)   67.367  (m)          221.02   (f) ADJUSTED    1 1
 DL1139
 DL1139.Superseded values are not recommended for survey control.
 DL1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1139.See file dsdata.txt to determine how the superseded data were derived.
 DL1139
 DL1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS323837(NAD 83)
 DL1139_MARKER: DB = BENCH MARK DISK
 DL1139_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1139+WITH SETTING: INTO GROUND
 DL1139_SP_SET: METAL ROD WITH BASE PLATE
 DL1139_STAMPING: K 258 1977
 DL1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1139+STABILITY: SURFACE MOTION
 DL1139
 DL1139  HISTORY     - Date     Condition        Report By
 DL1139  HISTORY     - 1977     MONUMENTED       NGS
 DL1139
 DL1139                          STATION DESCRIPTION
 DL1139
 DL1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1139'8.7 MI SE FROM GARLAND.
 DL1139'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1139'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1139'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.3 MILES SOUTHEAST ALONG
 DL1139'TOP OF LEVEE, 125 FEET NORTHWEST OF CENTER OF TOP OF LEVEE,
 DL1139'3 FEET NORTHEAST OF A FENCE CORNER AT TOE OF LEVEE, 1 FOOT
 DL1139'SOUTHEAST OF A FENCE, AND ABOUT 0.25 MILE NORTH OF A OFF RAMP
 DL1139'AND FIELD ROAD LEADING TO MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1113 ***********************************************************************
 DL1113  DESIGNATION -  K 259
 DL1113  PID         -  DL1113
 DL1113  STATE/COUNTY-  AR/MILLER
 DL1113  USGS QUAD   -  DODDRIDGE (1975)
 DL1113
 DL1113                         *CURRENT SURVEY CONTROL
 DL1113  ___________________________________________________________________
 DL1113* NAD 83(1986)-  33 07 21.     (N)    093 53 42.     (W)     SCALED    
 DL1113* NAVD 88     -        95.870  (meters)     314.53   (feet)  ADJUSTED  
 DL1113  ___________________________________________________________________
 DL1113  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DL1113  DYNAMIC HT  -          95.766 (meters)     314.19  (feet)  COMP
 DL1113  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 DL1113
 DL1113  VERT ORDER  -  FIRST     CLASS I
 DL1113
 DL1113.The horizontal coordinates were scaled from a topographic map and have
 DL1113.an estimated accuracy of +/- 6 seconds.
 DL1113
 DL1113.The orthometric height was determined by differential leveling
 DL1113.and adjusted by the National Geodetic Survey in June 1991..
 DL1113
 DL1113.The geoid height was determined by GEOID03.
 DL1113
 DL1113.The dynamic height is computed by dividing the NAVD 88
 DL1113.geopotential number by the normal gravity value computed on the
 DL1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1113.degrees latitude (g = 980.6199 gals.).
 DL1113
 DL1113.The modeled gravity was interpolated from observed gravity values.
 DL1113
 DL1113;                    North         East    Units  Estimated Accuracy
 DL1113;SPC AR S     -   452,200.      223,150.      MT  (+/- 180 meters Scaled)
 DL1113
 DL1113                          SUPERSEDED SURVEY CONTROL
 DL1113
 DL1113  NGVD 29 (??/??/??)   95.903  (m)          314.64   (f) ADJUSTED    1 1
 DL1113
 DL1113.Superseded values are not recommended for survey control.
 DL1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1113.See file dsdata.txt to determine how the superseded data were derived.
 DL1113
 DL1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS165652(NAD 83)
 DL1113_MARKER: DB = BENCH MARK DISK
 DL1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1113_SP_SET: CONCRETE HEADWALL
 DL1113_STAMPING: K 259 1977
 DL1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1113
 DL1113  HISTORY     - Date     Condition        Report By
 DL1113  HISTORY     - 1977     MONUMENTED       NGS
 DL1113
 DL1113                          STATION DESCRIPTION
 DL1113
 DL1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1113'2.1 MI NORTH FROM DODDRIDGE.
 DL1113'2.1 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1113'STATE HIGHWAY 160 AT DODDRIDGE, SET IN THE CENTER OF THE TOP
 DL1113'OF A CONCRETE BOXED CULVERT HEADWALL, 59 FEET WEST OF THE CENTER
 DL1113'LINE OF HIGHWAY, 22 FEET EAST OF A FENCE AT TOE OF ROAD, AND
 DL1113'ABOUT 0.1 MILE NORTH OF THE OAK GROVE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0471 ***********************************************************************
 GF0471  DESIGNATION -  K 26
 GF0471  PID         -  GF0471
 GF0471  STATE/COUNTY-  AR/BENTON
 GF0471  USGS QUAD   -  GARFIELD (1976)
 GF0471
 GF0471                         *CURRENT SURVEY CONTROL
 GF0471  ___________________________________________________________________
 GF0471* NAD 83(1986)-  36 27 41.     (N)    093 56 48.     (W)     SCALED    
 GF0471* NAVD 88     -       486.452  (meters)    1595.97   (feet)  ADJUSTED  
 GF0471  ___________________________________________________________________
 GF0471  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0471  DYNAMIC HT  -         486.023 (meters)    1594.56  (feet)  COMP
 GF0471  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 GF0471
 GF0471  VERT ORDER  -  FIRST     CLASS II
 GF0471
 GF0471.The horizontal coordinates were scaled from a topographic map and have
 GF0471.an estimated accuracy of +/- 6 seconds.
 GF0471
 GF0471.The orthometric height was determined by differential leveling
 GF0471.and adjusted by the National Geodetic Survey in June 1991..
 GF0471
 GF0471.The geoid height was determined by GEOID03.
 GF0471
 GF0471.The dynamic height is computed by dividing the NAVD 88
 GF0471.geopotential number by the normal gravity value computed on the
 GF0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0471.degrees latitude (g = 980.6199 gals.).
 GF0471
 GF0471.The modeled gravity was interpolated from observed gravity values.
 GF0471
 GF0471;                    North         East    Units  Estimated Accuracy
 GF0471;SPC AR N     -   237,830.      225,510.      MT  (+/- 180 meters Scaled)
 GF0471
 GF0471                          SUPERSEDED SURVEY CONTROL
 GF0471
 GF0471  NGVD 29 (??/??/92)  486.293  (m)         1595.45   (f) ADJ UNCH    1 2
 GF0471
 GF0471.Superseded values are not recommended for survey control.
 GF0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0471.See file dsdata.txt to determine how the superseded data were derived.
 GF0471
 GF0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA151355(NAD 83)
 GF0471_MARKER: DB = BENCH MARK DISK
 GF0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0471_SP_SET: CONCRETE POST
 GF0471_STAMPING: K 26 1932 1595.446
 GF0471_MARK LOGO: CGS   
 GF0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0471+STABILITY: SURFACE MOTION
 GF0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0471+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1989
 GF0471
 GF0471  HISTORY     - Date     Condition        Report By
 GF0471  HISTORY     - 1932     MONUMENTED       CGS
 GF0471  HISTORY     - 1961     GOOD             NGS
 GF0471  HISTORY     - 1987     GOOD             USPSQD
 GF0471  HISTORY     - 1987     GOOD             USPSQD
 GF0471  HISTORY     - 1988     GOOD             USPSQD
 GF0471  HISTORY     - 19891115 GOOD             NGS
 GF0471
 GF0471                          STATION DESCRIPTION
 GF0471
 GF0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GF0471'2 MI N FROM GARFIELD.
 GF0471'2.0 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GF0471'GARFIELD, BENTON COUNTY, 25 POLES SOUTH OF MILEPOST 317, AT A
 GF0471'ROAD CROSSING, 30 FEET WEST OF THE TRACK, AND 15 FEET NORTH OF
 GF0471'THE ROAD.  A STANDARD DISK, STAMPED 1595.446 K 26 1932 AND SET
 GF0471'IN THE TOP OF A CONCRETE POST.
 GF0471
 GF0471                          STATION RECOVERY (1987)
 GF0471
 GF0471'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0471'RECOVERED IN GOOD CONDITION.
 GF0471
 GF0471                          STATION RECOVERY (1987)
 GF0471
 GF0471'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 GF0471'RECOVERED IN GOOD CONDITION.
 GF0471
 GF0471                          STATION RECOVERY (1988)
 GF0471
 GF0471'RECOVERY NOTE BY US POWER SQUADRON 1988 (LCM)
 GF0471'RECOVERED IN GOOD CONDITION.
 GF0471
 GF0471                          STATION RECOVERY (1989)
 GF0471
 GF0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0471'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.35
 GF0471'MI) SOUTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 GF0471'JUNCTION OF U.S. HIGHWAY 62 IN GATEWAY, 16.7 M (54.8 FT) NORTHEAST
 GF0471'OF THE CENTER OF A DIRT ROAD, 10.4 M (34.1 FT) NORTHWEST OF THE NEAR
 GF0471'RAIL, 0.9 M (3.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, 0.5 M
 GF0471'(1.6 FT) BELOW THE LEVEL OF THE TRACK, AND IN A CONCRETE MONUMENT
 GF0471'THAT PROJECTS 0.15 M (0.5 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1169 ***********************************************************************
 DL1169  DESIGNATION -  K 260
 DL1169  PID         -  DL1169
 DL1169  STATE/COUNTY-  AR/MILLER
 DL1169  USGS QUAD   -  FULTON (1975)
 DL1169
 DL1169                         *CURRENT SURVEY CONTROL
 DL1169  ___________________________________________________________________
 DL1169* NAD 83(1986)-  33 32 42.     (N)    093 49 07.     (W)     SCALED    
 DL1169* NAVD 88     -        79.303  (meters)     260.18   (feet)  ADJUSTED  
 DL1169  ___________________________________________________________________
 DL1169  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL1169  DYNAMIC HT  -          79.220 (meters)     259.91  (feet)  COMP
 DL1169  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 DL1169
 DL1169  VERT ORDER  -  FIRST     CLASS I
 DL1169
 DL1169.The horizontal coordinates were scaled from a topographic map and have
 DL1169.an estimated accuracy of +/- 6 seconds.
 DL1169
 DL1169.The orthometric height was determined by differential leveling
 DL1169.and adjusted by the National Geodetic Survey in June 1991..
 DL1169
 DL1169.The geoid height was determined by GEOID03.
 DL1169
 DL1169.The dynamic height is computed by dividing the NAVD 88
 DL1169.geopotential number by the normal gravity value computed on the
 DL1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1169.degrees latitude (g = 980.6199 gals.).
 DL1169
 DL1169.The modeled gravity was interpolated from observed gravity values.
 DL1169
 DL1169;                    North         East    Units  Estimated Accuracy
 DL1169;SPC AR S     -   498,920.      231,110.      MT  (+/- 180 meters Scaled)
 DL1169
 DL1169                          SUPERSEDED SURVEY CONTROL
 DL1169
 DL1169  NGVD 29 (??/??/??)   79.317  (m)          260.23   (f) ADJUSTED    1 1
 DL1169
 DL1169.Superseded values are not recommended for survey control.
 DL1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1169.See file dsdata.txt to determine how the superseded data were derived.
 DL1169
 DL1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT240120(NAD 83)
 DL1169_MARKER: DB = BENCH MARK DISK
 DL1169_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1169+WITH SETTING: INTO GROUND
 DL1169_SP_SET: METAL ROD WITH BASE PLATE
 DL1169_STAMPING: K 260 1977
 DL1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1169+STABILITY: SURFACE MOTION
 DL1169
 DL1169  HISTORY     - Date     Condition        Report By
 DL1169  HISTORY     - 1977     MONUMENTED       NGS
 DL1169
 DL1169                          STATION DESCRIPTION
 DL1169
 DL1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1169'6.1 MI SE FROM FULTON.
 DL1169'1.8 MILES SOUTHWEST ALONG INTERSTATE 30 TO LEVEE FROM THE WEST END OF
 DL1169'BRIDGE OVER RED RIVER,THENCE 4.3 MILES SOUTHEAST ALONG LEVEE
 DL1169'TO A METAL GATE ON TOP OF LEVEE,15 FEET WEST OF THE CENTER OF METAL
 DL1169'GATE ON TOP OF LEVEE,2 FEET NORTH OF A FENCE CROSSING LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1193 ***********************************************************************
 DL1193  DESIGNATION -  K 261
 DL1193  PID         -  DL1193
 DL1193  STATE/COUNTY-  AR/MILLER
 DL1193  USGS QUAD   -  HOMAN (1975)
 DL1193
 DL1193                         *CURRENT SURVEY CONTROL
 DL1193  ___________________________________________________________________
 DL1193* NAD 83(1986)-  33 32 03.     (N)    093 59 56.     (W)     SCALED    
 DL1193* NAVD 88     -        82.220  (meters)     269.75   (feet)  ADJUSTED  
 DL1193  ___________________________________________________________________
 DL1193  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL1193  DYNAMIC HT  -          82.133 (meters)     269.46  (feet)  COMP
 DL1193  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 DL1193
 DL1193  VERT ORDER  -  FIRST     CLASS I
 DL1193
 DL1193.The horizontal coordinates were scaled from a topographic map and have
 DL1193.an estimated accuracy of +/- 6 seconds.
 DL1193
 DL1193.The orthometric height was determined by differential leveling
 DL1193.and adjusted by the National Geodetic Survey in June 1991..
 DL1193
 DL1193.The geoid height was determined by GEOID03.
 DL1193
 DL1193.The dynamic height is computed by dividing the NAVD 88
 DL1193.geopotential number by the normal gravity value computed on the
 DL1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1193.degrees latitude (g = 980.6199 gals.).
 DL1193
 DL1193.The modeled gravity was interpolated from observed gravity values.
 DL1193
 DL1193;                    North         East    Units  Estimated Accuracy
 DL1193;SPC AR S     -   498,030.      214,350.      MT  (+/- 180 meters Scaled)
 DL1193
 DL1193                          SUPERSEDED SURVEY CONTROL
 DL1193
 DL1193  NGVD 29 (??/??/??)   82.235  (m)          269.80   (f) ADJUSTED    1 1
 DL1193
 DL1193.Superseded values are not recommended for survey control.
 DL1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1193.See file dsdata.txt to determine how the superseded data were derived.
 DL1193
 DL1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT072109(NAD 83)
 DL1193_MARKER: DB = BENCH MARK DISK
 DL1193_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1193+WITH SETTING: INTO GROUND
 DL1193_SP_SET: METAL ROD WITH BASE PLATE
 DL1193_STAMPING: K 261 1977
 DL1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1193+STABILITY: SURFACE MOTION
 DL1193
 DL1193  HISTORY     - Date     Condition        Report By
 DL1193  HISTORY     - 1977     MONUMENTED       NGS
 DL1193
 DL1193                          STATION DESCRIPTION
 DL1193
 DL1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1193'6.3 MI NW FROM MANDEVILLE.
 DL1193'FROM THE JUNCTION OF US HIGHWAY 67 AND COUNTY ROAD 108, WHICH IS
 DL1193'1.9 MILES NORTHEAST OF MANDEVILLE , GO 4.4 MILES NORTHWEST ON
 DL1193'COUNTY ROAD 108 TO A GROUP OF METAL CATTLE PENS ON NORTH SIDE OF
 DL1193'ROAD , 44 FEET NORTHEAST OF CENTER OF ROAD, 48 FEET SOUTHEAST OF
 DL1193'THE CENTER OF A METAL LOADING SHUTE, 15 FEET NORTH OF A METAL
 DL1193'FENCE CORNER, 6 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0094 ***********************************************************************
 GG0094  DESIGNATION -  K 27
 GG0094  PID         -  GG0094
 GG0094  STATE/COUNTY-  AR/WASHINGTON
 GG0094  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0094
 GG0094                         *CURRENT SURVEY CONTROL
 GG0094  ___________________________________________________________________
 GG0094* NAD 83(1986)-  36 00 52.     (N)    094 10 30.     (W)     SCALED    
 GG0094* NAVD 88     -       381.959  (meters)    1253.14   (feet)  ADJUSTED  
 GG0094  ___________________________________________________________________
 GG0094  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0094  DYNAMIC HT  -         381.613 (meters)    1252.01  (feet)  COMP
 GG0094  MODELED GRAV-     979,716.6   (mgal)                       NAVD 88
 GG0094
 GG0094  VERT ORDER  -  FIRST     CLASS II
 GG0094
 GG0094.The horizontal coordinates were scaled from a topographic map and have
 GG0094.an estimated accuracy of +/- 6 seconds.
 GG0094
 GG0094.The orthometric height was determined by differential leveling
 GG0094.and adjusted by the National Geodetic Survey in June 1991..
 GG0094
 GG0094.The geoid height was determined by GEOID03.
 GG0094
 GG0094.The dynamic height is computed by dividing the NAVD 88
 GG0094.geopotential number by the normal gravity value computed on the
 GG0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0094.degrees latitude (g = 980.6199 gals.).
 GG0094
 GG0094.The modeled gravity was interpolated from observed gravity values.
 GG0094
 GG0094;                    North         East    Units  Estimated Accuracy
 GG0094;SPC AR N     -   188,670.      203,950.      MT  (+/- 180 meters Scaled)
 GG0094
 GG0094                          SUPERSEDED SURVEY CONTROL
 GG0094
 GG0094  NGVD 29 (??/??/92)  381.801  (m)         1252.63   (f) ADJ UNCH    1 2
 GG0094
 GG0094.Superseded values are not recommended for survey control.
 GG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0094.See file dsdata.txt to determine how the superseded data were derived.
 GG0094
 GG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV941861(NAD 83)
 GG0094_MARKER: DB = BENCH MARK DISK
 GG0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0094_STAMPING: 1252.625 K 27 1932
 GG0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0094+STABILITY: SURFACE MOTION
 GG0094
 GG0094  HISTORY     - Date     Condition        Report By
 GG0094  HISTORY     - 1932     MONUMENTED       CGS
 GG0094  HISTORY     - 1960     MARK NOT FOUND   NGS
 GG0094  HISTORY     - 1963     GOOD             USGS
 GG0094  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0094  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0094
 GG0094                          STATION DESCRIPTION
 GG0094
 GG0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0094'1.4 MI N FROM GREENLAND.
 GG0094'1.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0094'GREENLAND, WASHINGTON COUNTY, BETWEEN POLES 356+18 AND 356+19,
 GG0094'AT A DIRT-ROAD CROSSING, 30 FEET SOUTH OF THE DIRT ROAD, 20
 GG0094'FEET EAST OF THE TRACK, AND 20 FEET WEST OF A WIRE FENCE.  A
 GG0094'STANDARD DISK, STAMPED 1252.625 K 27 1932 AND SET IN THE TOP
 GG0094'OF A CONCRETE POST.  NOTE-- A CULVERT HAS BEEN PLACED UNDER THE
 GG0094'ROAD TO THE NORTH OF THE SIDE AND THE MARK WAS PROBABLY DESTROYED.
 GG0094
 GG0094                          STATION RECOVERY (1963)
 GG0094
 GG0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GG0094'1.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0094'GREENLAND, WASHINGTON COUNTY, BETWEEN POLES 356 & 18 AND 356 & 19, AT
 GG0094'A DIRT-ROAD CROSSING, 30 FEET SOUTH OF THE DIRT ROAD, 20 FEET EAST OF
 GG0094'THE TRACK, 20 FEET WEST OF A WIRE FENCE, AND SET IN
 GG0094
 GG0094                          STATION RECOVERY (1987)
 GG0094
 GG0094'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0094'MARK NOT FOUND.
 GG0094
 GG0094                          STATION RECOVERY (1989)
 GG0094
 GG0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0094'THERE IS A LARGE DITCH AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1614 ***********************************************************************
 EJ1614  DESIGNATION -  K 287
 EJ1614  PID         -  EJ1614
 EJ1614  STATE/COUNTY-  AR/PULASKI
 EJ1614  USGS QUAD   -  SWEET HOME (1986)
 EJ1614
 EJ1614                         *CURRENT SURVEY CONTROL
 EJ1614  ___________________________________________________________________
 EJ1614* NAD 83(1986)-  34 38 52.     (N)    092 13 45.     (W)     SCALED    
 EJ1614* NAVD 88     -        79.135  (meters)     259.63   (feet)  ADJUSTED  
 EJ1614  ___________________________________________________________________
 EJ1614  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ1614  DYNAMIC HT  -          79.060 (meters)     259.38  (feet)  COMP
 EJ1614  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 EJ1614
 EJ1614  VERT ORDER  -  FIRST     CLASS II
 EJ1614
 EJ1614.The horizontal coordinates were scaled from a topographic map and have
 EJ1614.an estimated accuracy of +/- 6 seconds.
 EJ1614
 EJ1614.The orthometric height was determined by differential leveling
 EJ1614.and adjusted by the National Geodetic Survey in June 1991..
 EJ1614
 EJ1614.The geoid height was determined by GEOID03.
 EJ1614
 EJ1614.The dynamic height is computed by dividing the NAVD 88
 EJ1614.geopotential number by the normal gravity value computed on the
 EJ1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1614.degrees latitude (g = 980.6199 gals.).
 EJ1614
 EJ1614.The modeled gravity was interpolated from observed gravity values.
 EJ1614
 EJ1614;                    North         East    Units  Estimated Accuracy
 EJ1614;SPC AR S     -   619,760.      378,990.      MT  (+/- 180 meters Scaled)
 EJ1614
 EJ1614                          SUPERSEDED SURVEY CONTROL
 EJ1614
 EJ1614.No superseded survey control is available for this station.
 EJ1614
 EJ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU706342(NAD 83)
 EJ1614_MARKER: I = METAL ROD
 EJ1614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1614_SP_SET: STAINLESS STEEL ROD
 EJ1614_STAMPING: K 287 1984
 EJ1614_MARK LOGO: NGS   
 EJ1614_PROJECTION: FLUSH
 EJ1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1614_ROD/PIPE-DEPTH: 12.2 meters
 EJ1614
 EJ1614  HISTORY     - Date     Condition        Report By
 EJ1614  HISTORY     - 1984     MONUMENTED       NGS
 EJ1614  HISTORY     - 1988     GOOD             USPSQD
 EJ1614  HISTORY     - 1989     GOOD             USPSQD
 EJ1614  HISTORY     - 1990     GOOD             USPSQD
 EJ1614  HISTORY     - 19920902 GOOD             USPSQD
 EJ1614
 EJ1614                          STATION DESCRIPTION
 EJ1614
 EJ1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1614'5.0 KM (3.1 MI) SE FROM SWEET HOME.
 EJ1614'5.0 KM (3.1 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST OFFICE
 EJ1614'IN SWEET HOME TO A FARM ENTRANCE TO A PASTURE AND A SMALL FEED LOT
 EJ1614'LEADING EAST, ALSO 5.2 KM (3.25 MI) NORTH-NORTHWEST ALONG STATE
 EJ1614'HIGHWAY 365 FROM THE POST OFFICE IN WRIGHTSVILLE, 8.35 METERS
 EJ1614'(27.4 FT) EAST OF THE CENTER LINE OF THE HIGHWAY, 7.77 METERS
 EJ1614'(25.5 FT) SOUTH OF THE CENTER OF THE FARM ENTRANCE, 15.72 METERS
 EJ1614'(51.6 FT) SOUTHWEST OF THE CENTER OF A METAL GATE, 8.22 METERS
 EJ1614'(27.0 FT) SOUTHWEST OF A POWER LINE POLE WITH A SECURITY LIGHT,
 EJ1614'0.54 METERS (1.8 FT) SOUTHWEST OF A CORNER FENCE POST, AND 0.24 METERS
 EJ1614'(0.8 FT) WEST OF THE FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EJ1614'THE MARK IS 0.33 METERS  WNW FROM A WITNESS POST.
 EJ1614'THE MARK IS 0.3 M BELOW HIGHWAY.
 EJ1614
 EJ1614                          STATION RECOVERY (1988)
 EJ1614
 EJ1614'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1614'RECOVERED IN GOOD CONDITION.
 EJ1614
 EJ1614                          STATION RECOVERY (1989)
 EJ1614
 EJ1614'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1614'RECOVERED IN GOOD CONDITION.
 EJ1614
 EJ1614                          STATION RECOVERY (1990)
 EJ1614
 EJ1614'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1614'RECOVERED IN GOOD CONDITION.
 EJ1614
 EJ1614                          STATION RECOVERY (1992)
 EJ1614
 EJ1614'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1646 ***********************************************************************
 EJ1646  DESIGNATION -  K 288
 EJ1646  PID         -  EJ1646
 EJ1646  STATE/COUNTY-  AR/JEFFERSON
 EJ1646  USGS QUAD   -  WHITE HALL (1984)
 EJ1646
 EJ1646                         *CURRENT SURVEY CONTROL
 EJ1646  ___________________________________________________________________
 EJ1646* NAD 83(1986)-  34 17 33.     (N)    092 06 01.     (W)     SCALED    
 EJ1646* NAVD 88     -        75.309  (meters)     247.08   (feet)  ADJUSTED  
 EJ1646  ___________________________________________________________________
 EJ1646  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EJ1646  DYNAMIC HT  -          75.236 (meters)     246.84  (feet)  COMP
 EJ1646  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EJ1646
 EJ1646  VERT ORDER  -  FIRST     CLASS II
 EJ1646
 EJ1646.The horizontal coordinates were scaled from a topographic map and have
 EJ1646.an estimated accuracy of +/- 6 seconds.
 EJ1646
 EJ1646.The orthometric height was determined by differential leveling
 EJ1646.and adjusted by the National Geodetic Survey in June 1991..
 EJ1646
 EJ1646.The geoid height was determined by GEOID03.
 EJ1646
 EJ1646.The dynamic height is computed by dividing the NAVD 88
 EJ1646.geopotential number by the normal gravity value computed on the
 EJ1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1646.degrees latitude (g = 980.6199 gals.).
 EJ1646
 EJ1646.The modeled gravity was interpolated from observed gravity values.
 EJ1646
 EJ1646;                    North         East    Units  Estimated Accuracy
 EJ1646;SPC AR S     -   580,330.      390,770.      MT  (+/- 180 meters Scaled)
 EJ1646
 EJ1646                          SUPERSEDED SURVEY CONTROL
 EJ1646
 EJ1646.No superseded survey control is available for this station.
 EJ1646
 EJ1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT828949(NAD 83)
 EJ1646_MARKER: I = METAL ROD
 EJ1646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1646_SP_SET: STAINLESS STEEL ROD
 EJ1646_STAMPING: K 288 1984
 EJ1646_MARK LOGO: NGS   
 EJ1646_PROJECTION: FLUSH
 EJ1646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1646_ROD/PIPE-DEPTH: 12.2 meters
 EJ1646
 EJ1646  HISTORY     - Date     Condition        Report By
 EJ1646  HISTORY     - 1984     MONUMENTED       NGS
 EJ1646  HISTORY     - 1988     GOOD             USPSQD
 EJ1646  HISTORY     - 1989     GOOD             USPSQD
 EJ1646  HISTORY     - 1990     GOOD             USPSQD
 EJ1646  HISTORY     - 19980801 GOOD             NRCS
 EJ1646
 EJ1646                          STATION DESCRIPTION
 EJ1646
 EJ1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1646'11.3 KM (7.05 MI) SE FROM JEFFERSON.
 EJ1646'11.3 KM (7.05 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST
 EJ1646'OFFICE IN JEFFERSON, AT THE JUNCTION OF STATE HIGHWAY 256, ALSO 0.2 KM
 EJ1646'(0.1 MI) SOUTH ALONG STATE STREET FROM THE OLD UNION STATION (NOW THE
 EJ1646'UNION STATION RESTAURANT) IN PINE BLUFF, THENCE 4.0 KM (2.5 MI) WEST
 EJ1646'ALONG BUSINESS U.S. HIGHWAY 65 (5TH STREET), THENCE 9.8 KM (6.1 MI)
 EJ1646'NORTHWEST ALONG BUSINESS U.S. HIGHWAY 65 AND STATE HIGHWAY 365, TO THE
 EJ1646'MARK AT THE JUNCTION OF STATE HIGHWAY 256, 33.83 METERS (111.0 FT)
 EJ1646'EAST-NORTHEAST OF THE CENTER LINE OF HIGHWAY 365, 14.72 METERS
 EJ1646'(48.3 FT) NORTH-NORTHWEST OF THE CENTER LINE OF HIGHWAY 256,
 EJ1646'11.27 METERS (37.0 FT) NORTHEAST OF A GUY WIRE ANCHOR WITH TWO CABLES
 EJ1646'ATTACHED, 0.88 METERS (2.9 FT) SOUTH-SOUTHEAST OF A POWER LINE POLE,
 EJ1646'AND 1.15 METERS (3.8 FT) NORTH-NORTHWEST OF A 9 CM (3 INCH) GALVANIZED
 EJ1646'PIPE WITH A GUY CABLE INSIDE.  NOTE, THE DRIVING RATE EXCEEDED ROD
 EJ1646'ANCHORED.
 EJ1646'THE MARK IS 1.19 METERS  NNW FROM A WITNESS POST.
 EJ1646'THE MARK IS 1.0 M BELOW HIGHWAY 365.
 EJ1646
 EJ1646                          STATION RECOVERY (1988)
 EJ1646
 EJ1646'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1646'RECOVERED IN GOOD CONDITION.
 EJ1646
 EJ1646                          STATION RECOVERY (1989)
 EJ1646
 EJ1646'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1646'RECOVERED IN GOOD CONDITION.
 EJ1646
 EJ1646                          STATION RECOVERY (1990)
 EJ1646
 EJ1646'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1646'RECOVERED IN GOOD CONDITION.
 EJ1646
 EJ1646                          STATION RECOVERY (1998)
 EJ1646
 EJ1646'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EJ1646'NORTHEAST INTERSECTION BETWEEN POWER POLE AND VERTICAL GUY WIRE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2587 ***********************************************************************
 EH2587  DESIGNATION -  K 289
 EH2587  PID         -  EH2587
 EH2587  STATE/COUNTY-  AR/JEFFERSON
 EH2587  USGS QUAD   -  MOSCOW (1971)
 EH2587
 EH2587                         *CURRENT SURVEY CONTROL
 EH2587  ___________________________________________________________________
 EH2587* NAD 83(1986)-  34 09 13.     (N)    091 47 55.     (W)     SCALED    
 EH2587* NAVD 88     -        58.889  (meters)     193.21   (feet)  ADJUSTED  
 EH2587  ___________________________________________________________________
 EH2587  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH2587  DYNAMIC HT  -          58.832 (meters)     193.02  (feet)  COMP
 EH2587  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 EH2587
 EH2587  VERT ORDER  -  FIRST     CLASS II
 EH2587
 EH2587.The horizontal coordinates were scaled from a topographic map and have
 EH2587.an estimated accuracy of +/- 6 seconds.
 EH2587
 EH2587.The orthometric height was determined by differential leveling
 EH2587.and adjusted by the National Geodetic Survey in June 1991..
 EH2587
 EH2587.The geoid height was determined by GEOID03.
 EH2587
 EH2587.The dynamic height is computed by dividing the NAVD 88
 EH2587.geopotential number by the normal gravity value computed on the
 EH2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2587.degrees latitude (g = 980.6199 gals.).
 EH2587
 EH2587.The modeled gravity was interpolated from observed gravity values.
 EH2587
 EH2587;                    North         East    Units  Estimated Accuracy
 EH2587;SPC AR S     -   564,940.      418,570.      MT  (+/- 180 meters Scaled)
 EH2587
 EH2587                          SUPERSEDED SURVEY CONTROL
 EH2587
 EH2587.No superseded survey control is available for this station.
 EH2587
 EH2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT107798(NAD 83)
 EH2587_MARKER: I = METAL ROD
 EH2587_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH2587_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH2587_STAMPING: K 289 1984
 EH2587_MARK LOGO: NGS   
 EH2587_PROJECTION: FLUSH
 EH2587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH2587+STABILITY: POSITION/ELEVATION WELL
 EH2587_ROD/PIPE-DEPTH: 30.5 meters
 EH2587_SLEEVE-DEPTH  : 6.1 meters
 EH2587
 EH2587  HISTORY     - Date     Condition        Report By
 EH2587  HISTORY     - 1984     MONUMENTED       NGS
 EH2587  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EH2587  HISTORY     - 1989     GOOD             USPSQD
 EH2587  HISTORY     - 1990     GOOD             USPSQD
 EH2587
 EH2587                          STATION DESCRIPTION
 EH2587
 EH2587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2587'0.6 KM (0.4 MI) NW FROM MOSCOW.
 EH2587'0.6 KM (0.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 65 FROM THE POST
 EH2587'OFFICE IN MOSCOW, AT THE LINWOOD BAPTIST CHURCH, AND IN THE NORTH LAWN
 EH2587'24.8 METERS (81.4 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 EH2587'19.8 METERS (65.0 FT) EAST OF APPROXIMATE CENTER OF THE WESTERNMOST
 EH2587'SOUTH DRIVE TO CHURCH, 29.6 METERS (97.0 FT) WEST OF THE EASTERNMOST
 EH2587'DRIVE TO CHURCH, 1.6 METERS (5.3 FT) EAST OF EAST FACE OF A BRICK
 EH2587'PLANTER WITH CHURCH SIGN ATTACHED, 7.2 METERS (23.7 FT)
 EH2587'SOUTH-SOUTHWEST OF A GAS LINE WITH A FIELD REGULATOR ATTACHED,
 EH2587'5.8 METERS (19.0 FT) WEST-NORTHWEST OF A GAS LIGHT POLE, 16.3 METERS
 EH2587'(53.4 FT) NORTH-NORTHWEST OF NORTHEAST CORNER OF CHURCH BRICK PATIO,
 EH2587'15.1 METERS (49.4 FT) NORTH-NORTHEAST OF NORTHWEST CORNER OF CHURCH
 EH2587'BRICK PATIO, 12.2 METERS (40.0 FT) NORTH OF NORTH EDGE OF A CONCRETE
 EH2587'SIDEWALK, AND 9.8 METERS (32.1 FT) EAST-NORTHEAST OF A GAS LIGHT POLE.
 EH2587'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EH2587
 EH2587                          STATION RECOVERY (1988)
 EH2587
 EH2587'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK)
 EH2587'MARK NOT FOUND.
 EH2587
 EH2587                          STATION RECOVERY (1989)
 EH2587
 EH2587'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2587'RECOVERED IN GOOD CONDITION.
 EH2587
 EH2587                          STATION RECOVERY (1990)
 EH2587
 EH2587'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1189 ***********************************************************************
 FG1189  DESIGNATION -  K 29
 FG1189  PID         -  FG1189
 FG1189  STATE/COUNTY-  AR/FRANKLIN
 FG1189  USGS QUAD   -  CECIL (1993)
 FG1189
 FG1189                         *CURRENT SURVEY CONTROL
 FG1189  ___________________________________________________________________
 FG1189* NAD 83(1986)-  35 28 28.     (N)    093 57 45.     (W)     SCALED    
 FG1189* NAVD 88     -       117.336  (meters)     384.96   (feet)  ADJUSTED  
 FG1189  ___________________________________________________________________
 FG1189  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1189  DYNAMIC HT  -         117.227 (meters)     384.60  (feet)  COMP
 FG1189  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FG1189
 FG1189  VERT ORDER  -  FIRST     CLASS II
 FG1189
 FG1189.The horizontal coordinates were scaled from a topographic map and have
 FG1189.an estimated accuracy of +/- 6 seconds.
 FG1189
 FG1189.The orthometric height was determined by differential leveling
 FG1189.and adjusted by the National Geodetic Survey in June 1991..
 FG1189
 FG1189.The geoid height was determined by GEOID03.
 FG1189
 FG1189.The dynamic height is computed by dividing the NAVD 88
 FG1189.geopotential number by the normal gravity value computed on the
 FG1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1189.degrees latitude (g = 980.6199 gals.).
 FG1189
 FG1189.The modeled gravity was interpolated from observed gravity values.
 FG1189
 FG1189;                    North         East    Units  Estimated Accuracy
 FG1189;SPC AR N     -   128,370.      221,910.      MT  (+/- 180 meters Scaled)
 FG1189
 FG1189                          SUPERSEDED SURVEY CONTROL
 FG1189
 FG1189  NGVD 29 (??/??/92)  117.278  (m)          384.77   (f) ADJ UNCH    1 2
 FG1189
 FG1189.Superseded values are not recommended for survey control.
 FG1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1189.See file dsdata.txt to determine how the superseded data were derived.
 FG1189
 FG1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV126260(NAD 83)
 FG1189_MARKER: DB = BENCH MARK DISK
 FG1189_SETTING: 66 = SET IN ROCK OUTCROP
 FG1189_SP_SET: ROCK LEDGE
 FG1189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1189+STABILITY: POSITION/ELEVATION WELL
 FG1189
 FG1189  HISTORY     - Date     Condition        Report By
 FG1189  HISTORY     - UNK      MONUMENTED       CGS
 FG1189  HISTORY     - 1932     GOOD             NGS
 FG1189  HISTORY     - 1959     GOOD             NGS
 FG1189
 FG1189                          STATION DESCRIPTION
 FG1189
 FG1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1189'0.8 MI E FROM WHITE OAK.
 FG1189'ON THE M.P. R.R., MILE POLE NO 474/ 7 1/4 POLES, AT THE BEGINNING OF
 FG1189'THE ROCK LEDGES, 4 FEET N. OF THE RAILROAD, IN A FLAT LEDGE OF ROCK IN
 FG1189'THE DITCH.  NOTE-- THE TOWN OF WHITE OAK HAS BEEN ABANDONED.
 FG1189
 FG1189                          STATION RECOVERY (1959)
 FG1189
 FG1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1667 ***********************************************************************
 EJ1667  DESIGNATION -  K 290
 EJ1667  PID         -  EJ1667
 EJ1667  STATE/COUNTY-  AR/PULASKI
 EJ1667  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1667
 EJ1667                         *CURRENT SURVEY CONTROL
 EJ1667  ___________________________________________________________________
 EJ1667* NAD 83(1986)-  34 50 06.     (N)    092 19 58.     (W)     SCALED    
 EJ1667* NAVD 88     -        96.589  (meters)     316.89   (feet)  ADJUSTED  
 EJ1667  ___________________________________________________________________
 EJ1667  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EJ1667  DYNAMIC HT  -          96.499 (meters)     316.60  (feet)  COMP
 EJ1667  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 EJ1667
 EJ1667  VERT ORDER  -  FIRST     CLASS II
 EJ1667
 EJ1667.The horizontal coordinates were scaled from a topographic map and have
 EJ1667.an estimated accuracy of +/- 6 seconds.
 EJ1667
 EJ1667.The orthometric height was determined by differential leveling
 EJ1667.and adjusted by the National Geodetic Survey in June 1991..
 EJ1667
 EJ1667.The geoid height was determined by GEOID03.
 EJ1667
 EJ1667.The dynamic height is computed by dividing the NAVD 88
 EJ1667.geopotential number by the normal gravity value computed on the
 EJ1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1667.degrees latitude (g = 980.6199 gals.).
 EJ1667
 EJ1667.The modeled gravity was interpolated from observed gravity values.
 EJ1667
 EJ1667;                    North         East    Units  Estimated Accuracy
 EJ1667;SPC AR S     -   640,550.      369,560.      MT  (+/- 180 meters Scaled)
 EJ1667
 EJ1667                          SUPERSEDED SURVEY CONTROL
 EJ1667
 EJ1667  NGVD 29 (06/07/95)   96.653  (m)          317.10   (f) ADJUSTED    1 2
 EJ1667
 EJ1667.Superseded values are not recommended for survey control.
 EJ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1667.See file dsdata.txt to determine how the superseded data were derived.
 EJ1667
 EJ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU610549(NAD 83)
 EJ1667_MARKER: I = METAL ROD
 EJ1667_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1667+WITH SETTING: INFORMATION.
 EJ1667_SP_SET: SHALLOW SET METAL ROD
 EJ1667_STAMPING: K 290 1984
 EJ1667_MARK LOGO: NGS   
 EJ1667_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1667+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 EJ1667_ROD/PIPE-DEPTH: 1.28 meters
 EJ1667
 EJ1667  HISTORY     - Date     Condition        Report By
 EJ1667  HISTORY     - 1984     MONUMENTED       NGS
 EJ1667  HISTORY     - 1987     GOOD             USPSQD
 EJ1667  HISTORY     - 1988     GOOD             USPSQD
 EJ1667  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ1667  HISTORY     - 1989     GOOD             USPSQD
 EJ1667  HISTORY     - 1989     GOOD             USPSQD
 EJ1667  HISTORY     - 1990     GOOD             USPSQD
 EJ1667  HISTORY     - 19930226 GOOD             ARHD
 EJ1667  HISTORY     - 20040107 GOOD             ARHD
 EJ1667
 EJ1667                          STATION DESCRIPTION
 EJ1667
 EJ1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1667'7.9 KM (4.9 MI) NW FROM NORTH LITTLE ROCK.
 EJ1667'7.9 KM (4.9 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE INTERSTATE
 EJ1667'40 OVERPASS IN NORTH LITTLE ROCK TO THE MARK ON THE RIGHT,
 EJ1667'13.84 METERS (45.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EJ1667'15.97 METERS (52.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE
 EJ1667'LEVEL WOODEN HOUSE ACROSS THE CHAIN FENCE, 7.80 METERS (25.6 FT)
 EJ1667'NORTH-NORTHEAST OF THE NORTHWEST END OF A METAL PIPE CULVERT UNDER A
 EJ1667'DRIVEWAY, 4.36 METERS (14.3 FT) NORTHEAST OF THE SOUTHWEST END OF A
 EJ1667'CHAIN LINK FENCE, AND 0.46 METERS (1.5 FT) SOUTHEAST OF A CHAIN LINK
 EJ1667'FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EJ1667'THE MARK IS 0.61 METERS  SSW FROM A WITNESS POST.
 EJ1667'THE MARK IS 0.31 M BELOW HIGHWAY.
 EJ1667
 EJ1667                          STATION RECOVERY (1987)
 EJ1667
 EJ1667'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ1667'RECOVERED IN GOOD CONDITION.
 EJ1667
 EJ1667                          STATION RECOVERY (1988)
 EJ1667
 EJ1667'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1667'RECOVERED IN GOOD CONDITION.
 EJ1667
 EJ1667                          STATION RECOVERY (1988)
 EJ1667
 EJ1667'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDD)
 EJ1667'MARK NOT FOUND.
 EJ1667
 EJ1667                          STATION RECOVERY (1989)
 EJ1667
 EJ1667'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ1667'RECOVERED IN GOOD CONDITION.
 EJ1667
 EJ1667                          STATION RECOVERY (1989)
 EJ1667
 EJ1667'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1667'RECOVERED IN GOOD CONDITION.
 EJ1667
 EJ1667                          STATION RECOVERY (1990)
 EJ1667
 EJ1667'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ1667'RECOVERED IN GOOD CONDITION.
 EJ1667
 EJ1667                          STATION RECOVERY (1993)
 EJ1667
 EJ1667'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1993 (DFC)
 EJ1667'RECOVERED IN GOOD CONDITION.
 EJ1667
 EJ1667                          STATION RECOVERY (2004)
 EJ1667
 EJ1667'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (MM)
 EJ1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1547 ***********************************************************************
 FG1547  DESIGNATION -  K 291
 FG1547  PID         -  FG1547
 FG1547  STATE/COUNTY-  AR/CONWAY
 FG1547  USGS QUAD   -  MENIFEE (1991)
 FG1547
 FG1547                         *CURRENT SURVEY CONTROL
 FG1547  ___________________________________________________________________
 FG1547* NAD 83(1986)-  35 07 48.     (N)    092 31 55.     (W)     SCALED    
 FG1547* NAVD 88     -        86.989  (meters)     285.40   (feet)  ADJUSTED  
 FG1547  ___________________________________________________________________
 FG1547  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FG1547  DYNAMIC HT  -          86.908 (meters)     285.13  (feet)  COMP
 FG1547  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 FG1547
 FG1547  VERT ORDER  -  FIRST     CLASS II
 FG1547
 FG1547.The horizontal coordinates were scaled from a topographic map and have
 FG1547.an estimated accuracy of +/- 6 seconds.
 FG1547
 FG1547.The orthometric height was determined by differential leveling
 FG1547.and adjusted by the National Geodetic Survey in June 1991..
 FG1547
 FG1547.The geoid height was determined by GEOID03.
 FG1547
 FG1547.The dynamic height is computed by dividing the NAVD 88
 FG1547.geopotential number by the normal gravity value computed on the
 FG1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1547.degrees latitude (g = 980.6199 gals.).
 FG1547
 FG1547.The modeled gravity was interpolated from observed gravity values.
 FG1547
 FG1547;                    North         East    Units  Estimated Accuracy
 FG1547;SPC AR N     -    88,510.      351,520.      MT  (+/- 180 meters Scaled)
 FG1547
 FG1547                          SUPERSEDED SURVEY CONTROL
 FG1547
 FG1547  NGVD 29 (06/07/95)   87.025  (m)          285.51   (f) ADJUSTED    1 2
 FG1547
 FG1547.Superseded values are not recommended for survey control.
 FG1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1547.See file dsdata.txt to determine how the superseded data were derived.
 FG1547
 FG1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU426875(NAD 83)
 FG1547_MARKER: DB = BENCH MARK DISK
 FG1547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1547_SP_SET: HEADWALL
 FG1547_STAMPING: K 291 1984
 FG1547_MARK LOGO: NGS   
 FG1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1547
 FG1547  HISTORY     - Date     Condition        Report By
 FG1547  HISTORY     - 1984     MONUMENTED       NGS
 FG1547  HISTORY     - 1988     GOOD             USPSQD
 FG1547  HISTORY     - 1989     GOOD             USPSQD
 FG1547  HISTORY     - 1989     GOOD             USPSQD
 FG1547  HISTORY     - 19970319 GOOD             USPSQD
 FG1547
 FG1547                          STATION DESCRIPTION
 FG1547
 FG1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1547'3.1 KM (1.95 MI) SE FROM MENIFEE.
 FG1547'3.1 KM (1.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FG1547'IN MENIFEE TO THE MARK ON THE RIGHT, A DISK SET IN THE SOUTHEAST END
 FG1547'OF THE SOUTHWEST HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY,
 FG1547'10.97 METERS (36.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 FG1547'HIGHWAY, AND 0.21 METERS (0.7 FT) NORTH-NORTHWEST OF THE
 FG1547'SOUTH-SOUTHEAST END OF THE HEADWALL.
 FG1547'THE MARK IS 1.22 M BELOW HIGHWAY.
 FG1547
 FG1547                          STATION RECOVERY (1988)
 FG1547
 FG1547'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1547'RECOVERED IN GOOD CONDITION.
 FG1547
 FG1547                          STATION RECOVERY (1989)
 FG1547
 FG1547'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1547'RECOVERED IN GOOD CONDITION.
 FG1547
 FG1547                          STATION RECOVERY (1989)
 FG1547
 FG1547'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1547'RECOVERED IN GOOD CONDITION.
 FG1547
 FG1547                          STATION RECOVERY (1997)
 FG1547
 FG1547'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1733 ***********************************************************************
 DK1733  DESIGNATION -  K 292
 DK1733  PID         -  DK1733
 DK1733  STATE/COUNTY-  AR/DESHA
 DK1733  USGS QUAD   -  GOULD (1964)
 DK1733
 DK1733                         *CURRENT SURVEY CONTROL
 DK1733  ___________________________________________________________________
 DK1733* NAD 83(1986)-  33 54 53.     (N)    091 30 12.     (W)     SCALED    
 DK1733* NAVD 88     -        48.234  (meters)     158.25   (feet)  ADJUSTED  
 DK1733  ___________________________________________________________________
 DK1733  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK1733  DYNAMIC HT  -          48.186 (meters)     158.09  (feet)  COMP
 DK1733  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 DK1733
 DK1733  VERT ORDER  -  FIRST     CLASS II
 DK1733
 DK1733.The horizontal coordinates were scaled from a topographic map and have
 DK1733.an estimated accuracy of +/- 6 seconds.
 DK1733
 DK1733.The orthometric height was determined by differential leveling
 DK1733.and adjusted by the National Geodetic Survey in June 1991..
 DK1733
 DK1733.The geoid height was determined by GEOID03.
 DK1733
 DK1733.The dynamic height is computed by dividing the NAVD 88
 DK1733.geopotential number by the normal gravity value computed on the
 DK1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1733.degrees latitude (g = 980.6199 gals.).
 DK1733
 DK1733.The modeled gravity was interpolated from observed gravity values.
 DK1733
 DK1733;                    North         East    Units  Estimated Accuracy
 DK1733;SPC AR S     -   538,540.      445,930.      MT  (+/- 180 meters Scaled)
 DK1733
 DK1733                          SUPERSEDED SURVEY CONTROL
 DK1733
 DK1733.No superseded survey control is available for this station.
 DK1733
 DK1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT383537(NAD 83)
 DK1733_MARKER: I = METAL ROD
 DK1733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK1733_SP_SET: STAINLESS STEEL ROD
 DK1733_STAMPING: K 292 1984
 DK1733_MARK LOGO: NGS   
 DK1733_PROJECTION: FLUSH
 DK1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1733_ROD/PIPE-DEPTH: 20.7 meters
 DK1733
 DK1733  HISTORY     - Date     Condition        Report By
 DK1733  HISTORY     - 1984     MONUMENTED       NGS
 DK1733  HISTORY     - 1988     GOOD             USPSQD
 DK1733  HISTORY     - 1989     GOOD             USPSQD
 DK1733  HISTORY     - 1990     GOOD             USPSQD
 DK1733
 DK1733                          STATION DESCRIPTION
 DK1733
 DK1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1733'4.4 KM (2.75 MI) NW FROM DUMAS.
 DK1733'0.3 KM EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN DUMAS,
 DK1733'THENCE 4.1 KM (2.55 MI) NORTHWEST ALONG U.S. HIGHWAY 65, AT THE
 DK1733'CALDWELL CABINET SHOP AND HOME BUILDER, SET BY A POWER LINE SERVICE
 DK1733'POLE, 24.23 METERS (79.5 FT) SOUTHWEST OF THE CENTER LINE OF THE
 DK1733'HIGHWAY, 6.85 METERS (22.5 FT) SOUTHEAST OF THE CENTER OF THE DRIVEWAY
 DK1733'LEADING SOUTHWEST TO THE CABINET SHOP, 7.22 METERS (23.7 FT) NORTHWEST
 DK1733'OF A POWER LINE POLE WITH A TRANSFORMER, 14.47 METERS (47.5 FT)
 DK1733'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CABINET SHOP (METAL
 DK1733'BUILDING), 3.10 METERS (10.20 FT) WEST-SOUTHWEST OF A GUY WIRE ANCHOR,
 DK1733'AND 0.76 METERS (2.50 FT) EAST-NORTHEAST OF THE POWER LINE SERVICE
 DK1733'POLE.  NOTE, ROD ANCHORED AT THIS DEPTH.
 DK1733'THE MARK IS 3.16 METERS  WSW FROM A WITNESS POST.
 DK1733'THE MARK IS 0.76 M BELOW HIGHWAY.
 DK1733
 DK1733                          STATION RECOVERY (1988)
 DK1733
 DK1733'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1733'RECOVERED IN GOOD CONDITION.
 DK1733
 DK1733                          STATION RECOVERY (1989)
 DK1733
 DK1733'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1733'RECOVERED IN GOOD CONDITION.
 DK1733
 DK1733                          STATION RECOVERY (1990)
 DK1733
 DK1733'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1572 ***********************************************************************
 FG1572  DESIGNATION -  K 293
 FG1572  PID         -  FG1572
 FG1572  STATE/COUNTY-  AR/POPE
 FG1572  USGS QUAD   -  ATKINS (1989)
 FG1572
 FG1572                         *CURRENT SURVEY CONTROL
 FG1572  ___________________________________________________________________
 FG1572* NAD 83(1986)-  35 14 33.     (N)    092 57 21.     (W)     SCALED    
 FG1572* NAVD 88     -       121.379  (meters)     398.22   (feet)  ADJUSTED  
 FG1572  ___________________________________________________________________
 FG1572  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FG1572  DYNAMIC HT  -         121.264 (meters)     397.85  (feet)  COMP
 FG1572  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 FG1572
 FG1572  VERT ORDER  -  FIRST     CLASS II
 FG1572
 FG1572.The horizontal coordinates were scaled from a topographic map and have
 FG1572.an estimated accuracy of +/- 6 seconds.
 FG1572
 FG1572.The orthometric height was determined by differential leveling
 FG1572.and adjusted by the National Geodetic Survey in June 1991..
 FG1572
 FG1572.The geoid height was determined by GEOID03.
 FG1572
 FG1572.The dynamic height is computed by dividing the NAVD 88
 FG1572.geopotential number by the normal gravity value computed on the
 FG1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1572.degrees latitude (g = 980.6199 gals.).
 FG1572
 FG1572.The modeled gravity was interpolated from observed gravity values.
 FG1572
 FG1572;                    North         East    Units  Estimated Accuracy
 FG1572;SPC AR N     -   101,290.      313,010.      MT  (+/- 180 meters Scaled)
 FG1572
 FG1572                          SUPERSEDED SURVEY CONTROL
 FG1572
 FG1572.No superseded survey control is available for this station.
 FG1572
 FG1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU040999(NAD 83)
 FG1572_MARKER: I = METAL ROD
 FG1572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1572_SP_SET: STAINLESS STEEL ROD
 FG1572_STAMPING: K 293 1984
 FG1572_MARK LOGO: NGS   
 FG1572_PROJECTION: FLUSH
 FG1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1572_ROD/PIPE-DEPTH: 4.27 meters
 FG1572
 FG1572  HISTORY     - Date     Condition        Report By
 FG1572  HISTORY     - 1984     MONUMENTED       NGS
 FG1572  HISTORY     - 1987     GOOD             USPSQD
 FG1572  HISTORY     - 1987     GOOD             USPSQD
 FG1572  HISTORY     - 1988     GOOD             USPSQD
 FG1572  HISTORY     - 1989     GOOD             USPSQD
 FG1572  HISTORY     - 1989     GOOD             USPSQD
 FG1572
 FG1572                          STATION DESCRIPTION
 FG1572
 FG1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1572'2.0 KM (1.25 MI) WEST FROM ATKINS.
 FG1572'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1572'THENCE 1.8 KM (1.15 MI) WEST ALONG U.S. HIGHWAY 64 TO A ONE LEVEL
 FG1572'WOODEN HOUSE AND THE MARK ON THE LEFT, 11.55 METERS (37.9 FT) SOUTH OF
 FG1572'THE CENTERLINE OF THE HIGHWAY, 16.92 METERS (55.5 FT) WEST-NORTHWEST
 FG1572'OF THE NORTHWEST CORNER OF THE HOUSE, 0.91 METERS (3.0 FT) WEST OF THE
 FG1572'CORNER POST OF A BARBED WIRE FENCE, AND 0.55 METERS (1.8 FT) NORTH OF
 FG1572'A BARBED WIRE RIGHT-OF-WAY FENCE.
 FG1572'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FG1572'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1572
 FG1572                          STATION RECOVERY (1987)
 FG1572
 FG1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1572'RECOVERED IN GOOD CONDITION.
 FG1572
 FG1572                          STATION RECOVERY (1987)
 FG1572
 FG1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1572'RECOVERED IN GOOD CONDITION.
 FG1572
 FG1572                          STATION RECOVERY (1988)
 FG1572
 FG1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1572'RECOVERED IN GOOD CONDITION.
 FG1572
 FG1572                          STATION RECOVERY (1989)
 FG1572
 FG1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1572'RECOVERED IN GOOD CONDITION.
 FG1572
 FG1572                          STATION RECOVERY (1989)
 FG1572
 FG1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1609 ***********************************************************************
 FG1609  DESIGNATION -  K 294
 FG1609  PID         -  FG1609
 FG1609  STATE/COUNTY-  AR/JOHNSON
 FG1609  USGS QUAD   -  CLARKSVILLE (1993)
 FG1609
 FG1609                         *CURRENT SURVEY CONTROL
 FG1609  ___________________________________________________________________
 FG1609* NAD 83(1986)-  35 23 54.     (N)    093 22 45.     (W)     SCALED    
 FG1609* NAVD 88     -       133.024  (meters)     436.43   (feet)  ADJUSTED  
 FG1609  ___________________________________________________________________
 FG1609  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FG1609  DYNAMIC HT  -         132.900 (meters)     436.02  (feet)  COMP
 FG1609  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 FG1609
 FG1609  VERT ORDER  -  FIRST     CLASS II
 FG1609
 FG1609.The horizontal coordinates were scaled from a topographic map and have
 FG1609.an estimated accuracy of +/- 6 seconds.
 FG1609
 FG1609.The orthometric height was determined by differential leveling
 FG1609.and adjusted by the National Geodetic Survey in June 1991..
 FG1609
 FG1609.The geoid height was determined by GEOID03.
 FG1609
 FG1609.The dynamic height is computed by dividing the NAVD 88
 FG1609.geopotential number by the normal gravity value computed on the
 FG1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1609.degrees latitude (g = 980.6199 gals.).
 FG1609
 FG1609.The modeled gravity was interpolated from observed gravity values.
 FG1609
 FG1609;                    North         East    Units  Estimated Accuracy
 FG1609;SPC AR N     -   119,030.      274,720.      MT  (+/- 180 meters Scaled)
 FG1609
 FG1609                          SUPERSEDED SURVEY CONTROL
 FG1609
 FG1609.No superseded survey control is available for this station.
 FG1609
 FG1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV655172(NAD 83)
 FG1609_MARKER: I = METAL ROD
 FG1609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1609_SP_SET: STAINLESS STEEL ROD
 FG1609_STAMPING: K 294 1984
 FG1609_MARK LOGO: NGS   
 FG1609_PROJECTION: FLUSH
 FG1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1609_ROD/PIPE-DEPTH: 3.59 meters
 FG1609
 FG1609  HISTORY     - Date     Condition        Report By
 FG1609  HISTORY     - 1984     MONUMENTED       NGS
 FG1609  HISTORY     - 1987     GOOD             USPSQD
 FG1609  HISTORY     - 1987     GOOD             USPSQD
 FG1609  HISTORY     - 1988     GOOD             USPSQD
 FG1609  HISTORY     - 1989     GOOD             USPSQD
 FG1609  HISTORY     - 1990     GOOD             USPSQD
 FG1609
 FG1609                          STATION DESCRIPTION
 FG1609
 FG1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1609'2.2 KM (1.4 MI) NW FROM KNOXVILLE.
 FG1609'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 315 FROM THE POST OFFICE IN
 FG1609'KNOXVILLE, THENCE 2.1 KM (1.35 MI) NORTHWEST ALONG U.S. HIGHWAY 64 AT
 FG1609'A POWERLINE JUNCTION LEADING WEST-SOUTHWEST TO A FARM HOME,
 FG1609'15.24 METERS (50.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 64,
 FG1609'7.01 METERS (23.0 FT) NORTH OF A POWERLINE POLE WITH A TELEPHONE
 FG1609'JUNCTION BOX AT THE BASE NUMBERED 40029, AND 0.21 METERS (0.7 FT)
 FG1609'EAST-NORTHEAST OF A FENCE LINE.
 FG1609'THE MARK IS 0.33 METERS  E FROM A WITNESS POST.
 FG1609'THE MARK IS 1.0 M ABOVE HIGHWAY 64.
 FG1609
 FG1609                          STATION RECOVERY (1987)
 FG1609
 FG1609'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1609'RECOVERED IN GOOD CONDITION.
 FG1609
 FG1609                          STATION RECOVERY (1987)
 FG1609
 FG1609'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1609'RECOVERED IN GOOD CONDITION.
 FG1609
 FG1609                          STATION RECOVERY (1988)
 FG1609
 FG1609'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1609'RECOVERED IN GOOD CONDITION.
 FG1609
 FG1609                          STATION RECOVERY (1989)
 FG1609
 FG1609'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1609'RECOVERED IN GOOD CONDITION.
 FG1609
 FG1609                          STATION RECOVERY (1990)
 FG1609
 FG1609'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0768 ***********************************************************************
 FH0768  DESIGNATION -  K 295
 FH0768  PID         -  FH0768
 FH0768  STATE/COUNTY-  AR/FRANKLIN
 FH0768  USGS QUAD   -  MULBERRY (1987)
 FH0768
 FH0768                         *CURRENT SURVEY CONTROL
 FH0768  ___________________________________________________________________
 FH0768* NAD 83(1986)-  35 26 38.     (N)    094 00 59.     (W)     SCALED    
 FH0768* NAVD 88     -       244.463  (meters)     802.04   (feet)  ADJUSTED  
 FH0768  ___________________________________________________________________
 FH0768  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FH0768  DYNAMIC HT  -         244.236 (meters)     801.30  (feet)  COMP
 FH0768  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FH0768
 FH0768  VERT ORDER  -  FIRST     CLASS II
 FH0768
 FH0768.The horizontal coordinates were scaled from a topographic map and have
 FH0768.an estimated accuracy of +/- 6 seconds.
 FH0768
 FH0768.The orthometric height was determined by differential leveling
 FH0768.and adjusted by the National Geodetic Survey in June 1991..
 FH0768
 FH0768.The geoid height was determined by GEOID03.
 FH0768
 FH0768.The dynamic height is computed by dividing the NAVD 88
 FH0768.geopotential number by the normal gravity value computed on the
 FH0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0768.degrees latitude (g = 980.6199 gals.).
 FH0768
 FH0768.The modeled gravity was interpolated from observed gravity values.
 FH0768
 FH0768;                    North         East    Units  Estimated Accuracy
 FH0768;SPC AR N     -   125,080.      216,950.      MT  (+/- 180 meters Scaled)
 FH0768
 FH0768                          SUPERSEDED SURVEY CONTROL
 FH0768
 FH0768.No superseded survey control is available for this station.
 FH0768
 FH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV077227(NAD 83)
 FH0768_MARKER: DB = BENCH MARK DISK
 FH0768_SETTING: 66 = SET IN ROCK OUTCROP
 FH0768_SP_SET: ROCK OUTCROP
 FH0768_STAMPING: K 295 1984
 FH0768_MARK LOGO: NGS   
 FH0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0768+STABILITY: POSITION/ELEVATION WELL
 FH0768
 FH0768  HISTORY     - Date     Condition        Report By
 FH0768  HISTORY     - 1984     MONUMENTED       NGS
 FH0768  HISTORY     - 1987     GOOD             USPSQD
 FH0768  HISTORY     - 1988     GOOD             USPSQD
 FH0768  HISTORY     - 1989     GOOD             USPSQD
 FH0768  HISTORY     - 1990     GOOD             USPSQD
 FH0768
 FH0768                          STATION DESCRIPTION
 FH0768
 FH0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0768'7.8 KM (4.85 MI) WEST FROM CECIL.
 FH0768'7.8 KM (4.85 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0768'CECIL, TO THE MARK ON THE LEFT, A DISK SET IN AN OUTCROP OF BEDROCK,
 FH0768'11.09 METERS (36.4 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 96, AND
 FH0768'1.98 METERS (6.5 FT) NORTH OF A FENCE.
 FH0768'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 FH0768'THE MARK IS 0.30 M ABOVE HIGHWAY 96.
 FH0768
 FH0768                          STATION RECOVERY (1987)
 FH0768
 FH0768'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0768'RECOVERED IN GOOD CONDITION.
 FH0768
 FH0768                          STATION RECOVERY (1988)
 FH0768
 FH0768'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0768'RECOVERED IN GOOD CONDITION.
 FH0768
 FH0768                          STATION RECOVERY (1989)
 FH0768
 FH0768'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0768'RECOVERED IN GOOD CONDITION.
 FH0768
 FH0768                          STATION RECOVERY (1990)
 FH0768
 FH0768'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1638 ***********************************************************************
 FG1638  DESIGNATION -  K 296
 FG1638  PID         -  FG1638
 FG1638  STATE/COUNTY-  AR/FRANKLIN
 FG1638  USGS QUAD   -  OZARK (1993)
 FG1638
 FG1638                         *CURRENT SURVEY CONTROL
 FG1638  ___________________________________________________________________
 FG1638* NAD 83(1986)-  35 27 59.     (N)    093 46 38.     (W)     SCALED    
 FG1638* NAVD 88     -       153.798  (meters)     504.59   (feet)  ADJUSTED  
 FG1638  ___________________________________________________________________
 FG1638  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FG1638  DYNAMIC HT  -         153.656 (meters)     504.12  (feet)  COMP
 FG1638  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 FG1638
 FG1638  VERT ORDER  -  FIRST     CLASS II
 FG1638
 FG1638.The horizontal coordinates were scaled from a topographic map and have
 FG1638.an estimated accuracy of +/- 6 seconds.
 FG1638
 FG1638.The orthometric height was determined by differential leveling
 FG1638.and adjusted by the National Geodetic Survey in June 1991..
 FG1638
 FG1638.The geoid height was determined by GEOID03.
 FG1638
 FG1638.The dynamic height is computed by dividing the NAVD 88
 FG1638.geopotential number by the normal gravity value computed on the
 FG1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1638.degrees latitude (g = 980.6199 gals.).
 FG1638
 FG1638.The modeled gravity was interpolated from observed gravity values.
 FG1638
 FG1638;                    North         East    Units  Estimated Accuracy
 FG1638;SPC AR N     -   127,160.      238,710.      MT  (+/- 180 meters Scaled)
 FG1638
 FG1638                          SUPERSEDED SURVEY CONTROL
 FG1638
 FG1638.No superseded survey control is available for this station.
 FG1638
 FG1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV294250(NAD 83)
 FG1638_MARKER: I = METAL ROD
 FG1638_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1638+WITH SETTING: INFORMATION.
 FG1638_SP_SET: SHALLOW SET METAL ROD
 FG1638_STAMPING: K 296 1984
 FG1638_MARK LOGO: NGS   
 FG1638_PROJECTION: RECESSED 5 CENTIMETERS
 FG1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1638_ROD/PIPE-DEPTH: 1.52 meters
 FG1638
 FG1638  HISTORY     - Date     Condition        Report By
 FG1638  HISTORY     - 1984     MONUMENTED       NGS
 FG1638  HISTORY     - 1987     GOOD             USPSQD
 FG1638  HISTORY     - 1988     GOOD             USPSQD
 FG1638  HISTORY     - 1989     GOOD             USPSQD
 FG1638  HISTORY     - 1989     GOOD             USPSQD
 FG1638
 FG1638                          STATION DESCRIPTION
 FG1638
 FG1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1638'2.7 KM (1.65 MI) NW FROM ALTUS.
 FG1638'2.7 KM (1.65 MI) NORTHWEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 FG1638'STATE HIGHWAY 186 TO THE MARK ON THE RIGHT, 20.82 METERS (68.3 FT)
 FG1638'EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 64, 41.91 METERS
 FG1638'(137.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE LEVEL WOODEN
 FG1638'HOUSE, 15.36 METERS (50.4 FT) EAST OF THE NORTHEAST END OF A CONCRETE
 FG1638'BOX CULVERT UNDER HIGHWAY 64, 5.03 METERS (16.5 FT) EAST-NORTHEAST OF
 FG1638'THE CORNER POST OF A BARBED WIRE FENCE LINE, AND0.46 METERS (1.5 FT)
 FG1638'NORTH-NORTHWEST OF A BARBED WIRE FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1638'THE MARK IS 0.31 METERS  NNW FROM A WITNESS POST.
 FG1638'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1638
 FG1638                          STATION RECOVERY (1987)
 FG1638
 FG1638'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1638'RECOVERED IN GOOD CONDITION.
 FG1638
 FG1638                          STATION RECOVERY (1988)
 FG1638
 FG1638'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1638'RECOVERED IN GOOD CONDITION.
 FG1638
 FG1638                          STATION RECOVERY (1989)
 FG1638
 FG1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1638'RECOVERED IN GOOD CONDITION.
 FG1638
 FG1638                          STATION RECOVERY (1989)
 FG1638
 FG1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0792 ***********************************************************************
 FH0792  DESIGNATION -  K 297
 FH0792  PID         -  FH0792
 FH0792  STATE/COUNTY-  AR/SEBASTIAN
 FH0792  USGS QUAD   -  BARLING (1987)
 FH0792
 FH0792                         *CURRENT SURVEY CONTROL
 FH0792  ___________________________________________________________________
 FH0792* NAD 83(1986)-  35 19 09.     (N)    094 15 09.     (W)     SCALED    
 FH0792* NAVD 88     -       131.978  (meters)     433.00   (feet)  ADJUSTED  
 FH0792  ___________________________________________________________________
 FH0792  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FH0792  DYNAMIC HT  -         131.853 (meters)     432.59  (feet)  COMP
 FH0792  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FH0792
 FH0792  VERT ORDER  -  FIRST     CLASS II
 FH0792
 FH0792.The horizontal coordinates were scaled from a topographic map and have
 FH0792.an estimated accuracy of +/- 6 seconds.
 FH0792
 FH0792.The orthometric height was determined by differential leveling
 FH0792.and adjusted by the National Geodetic Survey in June 1991..
 FH0792
 FH0792.The geoid height was determined by GEOID03.
 FH0792
 FH0792.The dynamic height is computed by dividing the NAVD 88
 FH0792.geopotential number by the normal gravity value computed on the
 FH0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0792.degrees latitude (g = 980.6199 gals.).
 FH0792
 FH0792.The modeled gravity was interpolated from observed gravity values.
 FH0792
 FH0792;                    North         East    Units  Estimated Accuracy
 FH0792;SPC AR N     -   111,710.      195,200.      MT  (+/- 180 meters Scaled)
 FH0792
 FH0792                          SUPERSEDED SURVEY CONTROL
 FH0792
 FH0792.No superseded survey control is available for this station.
 FH0792
 FH0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV861091(NAD 83)
 FH0792_MARKER: I = METAL ROD
 FH0792_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0792+WITH SETTING: INFORMATION.
 FH0792_SP_SET: SHALLOW SET METAL ROD
 FH0792_STAMPING: K 297 1984
 FH0792_MARK LOGO: NGS   
 FH0792_PROJECTION: RECESSED 5 CENTIMETERS
 FH0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0792_ROD/PIPE-DEPTH: 2.13 meters
 FH0792
 FH0792  HISTORY     - Date     Condition        Report By
 FH0792  HISTORY     - 1984     MONUMENTED       NGS
 FH0792  HISTORY     - 1988     GOOD             USPSQD
 FH0792  HISTORY     - 1988     GOOD             USPSQD
 FH0792  HISTORY     - 1989     GOOD             USPSQD
 FH0792  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FH0792
 FH0792                          STATION DESCRIPTION
 FH0792
 FH0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0792'8.0 KM (4.95 MI) SW FROM LAVACA.
 FH0792'0.5 KM (0.3 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0792'LAVACA, THENCE 7.5 KM (4.65 MI) WEST ALONG STATE ROUTE 255 TO THE
 FH0792'JUNCTION OF STATE ROUTE 22, THE MARK SET AT THE FIRST SOUTHERN BAPTIST
 FH0792'CHURCH, ALSO 5.1 KM (3.2 MI) EAST ALONG STATE ROUTE 22 FROM THE POST
 FH0792'OFFICE IN BARLING TO THE MARK ON THE LEFT, 17.53 METERS (57.5 FT)
 FH0792'NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY 22, 23.44 METERS
 FH0792'(76.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH,
 FH0792'13.66 METERS (44.8 FT) WEST-NORTHWEST OF A POWERLINE POLE, 8.32 METERS
 FH0792'(27.3 FT) NORTHEAST OF A WATER METER, AND 0.79 METERS (2.6 FT)
 FH0792'NORTH-NORTHWEST OF THE FIRST SOUTHERN BAPTIST CHURCH.  NOTE, ROD
 FH0792'DRIVEN TO REFUSAL.
 FH0792'THE MARK IS 0.61 M BELOW HIGHWAY 22.
 FH0792
 FH0792                          STATION RECOVERY (1988)
 FH0792
 FH0792'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0792'RECOVERED IN GOOD CONDITION.
 FH0792
 FH0792                          STATION RECOVERY (1988)
 FH0792
 FH0792'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 FH0792'RECOVERED IN GOOD CONDITION.
 FH0792
 FH0792                          STATION RECOVERY (1989)
 FH0792
 FH0792'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0792'RECOVERED IN GOOD CONDITION.
 FH0792
 FH0792                          STATION RECOVERY (1990)
 FH0792
 FH0792'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0815 ***********************************************************************
 FH0815  DESIGNATION -  K 298
 FH0815  PID         -  FH0815
 FH0815  STATE/COUNTY-  AR/SEBASTIAN
 FH0815  USGS QUAD   -  BARLING (1987)
 FH0815
 FH0815                         *CURRENT SURVEY CONTROL
 FH0815  ___________________________________________________________________
 FH0815* NAD 83(1986)-  35 15 59.     (N)    094 22 02.     (W)     SCALED    
 FH0815* NAVD 88     -       182.447  (meters)     598.58   (feet)  ADJUSTED  
 FH0815  ___________________________________________________________________
 FH0815  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FH0815  DYNAMIC HT  -         182.272 (meters)     598.00  (feet)  COMP
 FH0815  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 FH0815
 FH0815  VERT ORDER  -  FIRST     CLASS II
 FH0815
 FH0815.The horizontal coordinates were scaled from a topographic map and have
 FH0815.an estimated accuracy of +/- 6 seconds.
 FH0815
 FH0815.The orthometric height was determined by differential leveling
 FH0815.and adjusted by the National Geodetic Survey in June 1991..
 FH0815
 FH0815.The geoid height was determined by GEOID03.
 FH0815
 FH0815.The dynamic height is computed by dividing the NAVD 88
 FH0815.geopotential number by the normal gravity value computed on the
 FH0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0815.degrees latitude (g = 980.6199 gals.).
 FH0815
 FH0815.The modeled gravity was interpolated from observed gravity values.
 FH0815
 FH0815;                    North         East    Units  Estimated Accuracy
 FH0815;SPC AR N     -   106,100.      184,640.      MT  (+/- 180 meters Scaled)
 FH0815
 FH0815                          SUPERSEDED SURVEY CONTROL
 FH0815
 FH0815.No superseded survey control is available for this station.
 FH0815
 FH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV756034(NAD 83)
 FH0815_MARKER: I = METAL ROD
 FH0815_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0815+WITH SETTING: INFORMATION.
 FH0815_SP_SET: SHALLOW SET METAL ROD
 FH0815_STAMPING: K 298 1985
 FH0815_MARK LOGO: NGS   
 FH0815_PROJECTION: FLUSH
 FH0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0815_ROD/PIPE-DEPTH: 2.4  meters
 FH0815
 FH0815  HISTORY     - Date     Condition        Report By
 FH0815  HISTORY     - 1985     MONUMENTED       NGS
 FH0815  HISTORY     - 1987     GOOD             USPSQD
 FH0815  HISTORY     - 1987     GOOD             USPSQD
 FH0815  HISTORY     - 1988     GOOD             USPSQD
 FH0815  HISTORY     - 1989     GOOD             USPSQD
 FH0815  HISTORY     - 1990     GOOD             USPSQD
 FH0815
 FH0815                          STATION DESCRIPTION
 FH0815
 FH0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0815'16.0 KM (9.95 MI) SSE FROM FORT SMITH.
 FH0815'16.0 KM (9.95 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 71 SOUTHBOUND
 FH0815'FROM THE JUNCTION OF U.S. HIGHWAY 64 IN FORT SMITH, 0.16 KM (0.1 MI)
 FH0815'NORTHWEST OF COUNTY ROAD 8 LEADING EAST, 38.7 METERS (127.0 FT)
 FH0815'NORTHEAST OF THE CENTERLINE OF HIGHWAY 71 (OLD HIGHWAY, TWO LANE AT
 FH0815'THIS DATE), 0.31 METERS (1.0 FT) SOUTHWEST OF A RIGHT-OF-WAY FENCE
 FH0815'LINE, 6.4 METERS (21.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF A
 FH0815'GATE ENTRANCE (GATE REMOVED), AND 0.36 METERS (1.2 FT) NORTHWEST OF A
 FH0815'CONCRETE RIGHT-OF-WAY POST.  NOTE, DRIVEN TO REFUSAL.
 FH0815'THE MARK IS 0.31 METERS  SE FROM A WITNESS POST.
 FH0815'THE MARK IS 0.31 M ABOVE HIGHWAY 71.
 FH0815
 FH0815                          STATION RECOVERY (1987)
 FH0815
 FH0815'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0815'RECOVERED IN GOOD CONDITION.
 FH0815
 FH0815                          STATION RECOVERY (1987)
 FH0815
 FH0815'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0815'RECOVERED IN GOOD CONDITION.
 FH0815
 FH0815                          STATION RECOVERY (1988)
 FH0815
 FH0815'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0815'RECOVERED IN GOOD CONDITION.
 FH0815
 FH0815                          STATION RECOVERY (1989)
 FH0815
 FH0815'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0815'RECOVERED IN GOOD CONDITION.
 FH0815
 FH0815                          STATION RECOVERY (1990)
 FH0815
 FH0815'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0839 ***********************************************************************
 FH0839  DESIGNATION -  K 299
 FH0839  PID         -  FH0839
 FH0839  STATE/COUNTY-  AR/SCOTT
 FH0839  USGS QUAD   -  IONE (1987)
 FH0839
 FH0839                         *CURRENT SURVEY CONTROL
 FH0839  ___________________________________________________________________
 FH0839* NAD 83(1986)-  35 00 57.     (N)    094 07 11.     (W)     SCALED    
 FH0839* NAVD 88     -       169.990  (meters)     557.71   (feet)  ADJUSTED  
 FH0839  ___________________________________________________________________
 FH0839  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FH0839  DYNAMIC HT  -         169.819 (meters)     557.15  (feet)  COMP
 FH0839  MODELED GRAV-     979,627.4   (mgal)                       NAVD 88
 FH0839
 FH0839  VERT ORDER  -  FIRST     CLASS II
 FH0839
 FH0839.The horizontal coordinates were scaled from a topographic map and have
 FH0839.an estimated accuracy of +/- 6 seconds.
 FH0839
 FH0839.The orthometric height was determined by differential leveling
 FH0839.and adjusted by the National Geodetic Survey in June 1991..
 FH0839
 FH0839.The geoid height was determined by GEOID03.
 FH0839
 FH0839.The dynamic height is computed by dividing the NAVD 88
 FH0839.geopotential number by the normal gravity value computed on the
 FH0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0839.degrees latitude (g = 980.6199 gals.).
 FH0839
 FH0839.The modeled gravity was interpolated from observed gravity values.
 FH0839
 FH0839;                    North         East    Units  Estimated Accuracy
 FH0839;SPC AR N     -    77,800.      206,550.      MT  (+/- 180 meters Scaled)
 FH0839
 FH0839                          SUPERSEDED SURVEY CONTROL
 FH0839
 FH0839.No superseded survey control is available for this station.
 FH0839
 FH0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU978753(NAD 83)
 FH0839_MARKER: DB = BENCH MARK DISK
 FH0839_SETTING: 66 = SET IN ROCK OUTCROP
 FH0839_SP_SET: ROCK OUTCROP
 FH0839_STAMPING: K 299 1985
 FH0839_MARK LOGO: NGS   
 FH0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0839+STABILITY: POSITION/ELEVATION WELL
 FH0839
 FH0839  HISTORY     - Date     Condition        Report By
 FH0839  HISTORY     - 1985     MONUMENTED       NGS
 FH0839  HISTORY     - 1987     GOOD             USPSQD
 FH0839  HISTORY     - 1988     GOOD             USPSQD
 FH0839  HISTORY     - 1989     GOOD             USPSQD
 FH0839  HISTORY     - 1990     GOOD             USPSQD
 FH0839
 FH0839                          STATION DESCRIPTION
 FH0839
 FH0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0839'17.1 KM (10.6 MI) ESE FROM MANSFIELD.
 FH0839'17.1 KM (10.6 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE
 FH0839'JUNCTION OF STATE ROUTE 96 IN MANSFIELD, AT THE JUNCTION OF STATE
 FH0839'ROUTE 378 LEADING WEST, SET IN TOP OF A 4-FEET BY 4-FEET FLAT ROCK
 FH0839'OUTCROP, 30.7 METERS (100.7 FT) WEST OF THE CENTERLINE OF HIGHWAY 71,
 FH0839'28.0 METERS (91.8 FT) NORTH OF THE CENTERLINE OF STATE ROUTE 378,
 FH0839'15.2 METERS (49.7 FT) NORTH OF A POWERLINE POLE, AND 21.2 METERS
 FH0839'(69.5 FT) NORTHWEST OF THE NORTHWEST END OF THE CENTER OF A 30-INCH
 FH0839'PIPE CULVERT UNDER STATE ROUTE 378.
 FH0839'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 FH0839'THE MARK IS 0.61 M ABOVE STATE ROUTE 378.
 FH0839
 FH0839                          STATION RECOVERY (1987)
 FH0839
 FH0839'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0839'RECOVERED IN GOOD CONDITION.
 FH0839
 FH0839                          STATION RECOVERY (1988)
 FH0839
 FH0839'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0839'RECOVERED IN GOOD CONDITION.
 FH0839
 FH0839                          STATION RECOVERY (1989)
 FH0839
 FH0839'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0839'RECOVERED IN GOOD CONDITION.
 FH0839
 FH0839                          STATION RECOVERY (1990)
 FH0839
 FH0839'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0734 ***********************************************************************
 FF0734  DESIGNATION -  K 3
 FF0734  PID         -  FF0734
 FF0734  STATE/COUNTY-  AR/CRAIGHEAD
 FF0734  USGS QUAD   -  JONESBORO (1983)
 FF0734
 FF0734                         *CURRENT SURVEY CONTROL
 FF0734  ___________________________________________________________________
 FF0734* NAD 83(1986)-  35 50 35.     (N)    090 42 09.     (W)     SCALED    
 FF0734* NAVD 88     -        94.029  (meters)     308.49   (feet)  ADJUSTED  
 FF0734  ___________________________________________________________________
 FF0734  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF0734  DYNAMIC HT  -          93.949 (meters)     308.23  (feet)  COMP
 FF0734  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 FF0734
 FF0734  VERT ORDER  -  FIRST     CLASS II
 FF0734
 FF0734.The horizontal coordinates were scaled from a topographic map and have
 FF0734.an estimated accuracy of +/- 6 seconds.
 FF0734
 FF0734.The orthometric height was determined by differential leveling
 FF0734.and adjusted by the National Geodetic Survey in January 1995..
 FF0734.WARNING-Repeat measurements at this control monument indicate possible
 FF0734.vertical movement.
 FF0734
 FF0734.The geoid height was determined by GEOID03.
 FF0734
 FF0734.The dynamic height is computed by dividing the NAVD 88
 FF0734.geopotential number by the normal gravity value computed on the
 FF0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0734.degrees latitude (g = 980.6199 gals.).
 FF0734
 FF0734.The modeled gravity was interpolated from observed gravity values.
 FF0734
 FF0734;                    North         East    Units  Estimated Accuracy
 FF0734;SPC AR N     -   168,260.      517,210.      MT  (+/- 180 meters Scaled)
 FF0734
 FF0734                          SUPERSEDED SURVEY CONTROL
 FF0734
 FF0734  NAVD 88 (06/15/91)   94.042  (m)          308.54   (f) UNKNOWN     1 2
 FF0734  NGVD 29 (10/05/93)   93.946  (m)          308.22   (f) ADJUSTED    1 2
 FF0734
 FF0734.Superseded values are not recommended for survey control.
 FF0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0734.See file dsdata.txt to determine how the superseded data were derived.
 FF0734
 FF0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV074689(NAD 83)
 FF0734_MARKER: DB = BENCH MARK DISK
 FF0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0734_SP_SET: CONCRETE POST
 FF0734_STAMPING: K 3 1928 308.297
 FF0734_MARK LOGO: CGS   
 FF0734_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0734+STABILITY: SURFACE MOTION
 FF0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0734+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF0734
 FF0734  HISTORY     - Date     Condition        Report By
 FF0734  HISTORY     - 1928     MONUMENTED       CGS
 FF0734  HISTORY     - 1956     GOOD             CGS
 FF0734  HISTORY     - 19920322 GOOD             NGS
 FF0734  HISTORY     - 20020816 GOOD             USACE
 FF0734
 FF0734                          STATION DESCRIPTION
 FF0734
 FF0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0734'AT JONESBORO.
 FF0734'AT JONESBORO, ABOUT 0.15 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0734'RAILWAY FROM THE STATION, 25 3/4 FEET SOUTH OF SOUTH RAIL OF MAIN
 FF0734'TRACK OF THE ST. LOUIS-SAN FRANCISCO RAILWAY, 42 FEET NORTH OF
 FF0734'NORTH RAIL OF MAIN TRACK OF THE ST. LOUIS-SOUTHWESTERN RAILWAY,
 FF0734'67 3/4 FEET SOUTH AND ACROSS TRACKS FROM SOUTH FACE OF A CONCRETE
 FF0734'LOADING DOCK, 75 FEET SOUTH-SOUTHEAST AND ACROSS TRACKS FROM THE
 FF0734'SOUTHWEST CORNER OF SAME LOADING DOCK, 33 1/2 FEET NORTH-NORTHEAST
 FF0734'OF SEMAPHORE SIGNAL NO. 124.7, 55 FEET EAST OF NORTHEAST CORNER
 FF0734'OF A 4 BY 6-FOOT CONCRETE SHAFT, 19 FEET WEST OF A TELEPHONE POLE,
 FF0734'18 1/2 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 FF0734'ST. L. - S.F. RY. TRACKS AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0734'6 INCHES UNDERGROUND.
 FF0734
 FF0734                          STATION RECOVERY (1992)
 FF0734
 FF0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0734'IN JONESBORO, AT THE INTERSECTION OF MAIN STREET AND THE BURLINGTON
 FF0734'NORTHERN RAILROAD, 173.7 M (569.9 FT) EAST OF THE STREET CENTER, 22.8
 FF0734'M (74.8 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A LOADING
 FF0734'DOCK, 12.9 M (42.3 FT) NORTH OF THE NEAR RAIL OF THE MAIN TRACK, 9.8
 FF0734'M (32.2 FT) NORTH-NORTHEAST OF RAILROAD SIGNAL 1247, 5.4 M (17.7 FT)
 FF0734'NORTHEAST OF A UTILITY POLE WITH 4 GUY WIRES, 3.4 M (11.2 FT) SOUTH OF
 FF0734'THE NEAR RAIL OF A SIDE TRACK, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 FF0734'POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 FF0734'SURFACE.
 FF0734
 FF0734                          STATION RECOVERY (2002)
 FF0734
 FF0734'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0992 ***********************************************************************
 FG0992  DESIGNATION -  K 30
 FG0992  PID         -  FG0992
 FG0992  STATE/COUNTY-  AR/JOHNSON
 FG0992  USGS QUAD   -  CLARKSVILLE (1993)
 FG0992
 FG0992                         *CURRENT SURVEY CONTROL
 FG0992  ___________________________________________________________________
 FG0992* NAD 83(1986)-  35 27 26.     (N)    093 28 27.     (W)     SCALED    
 FG0992* NAVD 88     -       106.081  (meters)     348.03   (feet)  ADJUSTED  
 FG0992  ___________________________________________________________________
 FG0992  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FG0992  DYNAMIC HT  -         105.983 (meters)     347.71  (feet)  COMP
 FG0992  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 FG0992
 FG0992  VERT ORDER  -  FIRST     CLASS II
 FG0992
 FG0992.The horizontal coordinates were scaled from a topographic map and have
 FG0992.an estimated accuracy of +/- 6 seconds.
 FG0992
 FG0992.The orthometric height was determined by differential leveling
 FG0992.and adjusted by the National Geodetic Survey in June 1991..
 FG0992
 FG0992.The geoid height was determined by GEOID03.
 FG0992
 FG0992.The dynamic height is computed by dividing the NAVD 88
 FG0992.geopotential number by the normal gravity value computed on the
 FG0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0992.degrees latitude (g = 980.6199 gals.).
 FG0992
 FG0992.The modeled gravity was interpolated from observed gravity values.
 FG0992
 FG0992;                    North         East    Units  Estimated Accuracy
 FG0992;SPC AR N     -   125,690.      266,190.      MT  (+/- 180 meters Scaled)
 FG0992
 FG0992                          SUPERSEDED SURVEY CONTROL
 FG0992
 FG0992  NGVD 29 (??/??/92)  106.062  (m)          347.97   (f) ADJ UNCH    1 2
 FG0992
 FG0992.Superseded values are not recommended for survey control.
 FG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0992.See file dsdata.txt to determine how the superseded data were derived.
 FG0992
 FG0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV569238(NAD 83)
 FG0992_MARKER: DB = BENCH MARK DISK
 FG0992_SETTING: 0 = UNSPECIFIED SETTING
 FG0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0992
 FG0992  HISTORY     - Date     Condition        Report By
 FG0992  HISTORY     - UNK      MONUMENTED       CGS
 FG0992  HISTORY     - 1932     GOOD             NGS
 FG0992  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0992
 FG0992                          STATION DESCRIPTION
 FG0992
 FG0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0992'1 MI S FROM CLARKESVILLE.
 FG0992'ON THE M.P.R.R. AT THE SIGNSBOARD, CLARKESVILLE 1 MILE, MILE POLE NO
 FG0992'443/33 POLES, 18 FEET E. OF THE RAILROAD, AND 10 FEET S. OF A PRIVATE
 FG0992'ROAD CROSSING.
 FG0992
 FG0992                          STATION RECOVERY (1984)
 FG0992
 FG0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0992'NOT RECOVERED.  NOTE, PORTION OF THE RAILROAD BETWEEN RUSSELLVILLE AND
 FG0992'SPADRA HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0699 ***********************************************************************
 EK0699  DESIGNATION -  K 300
 EK0699  PID         -  EK0699
 EK0699  STATE/COUNTY-  AR/SCOTT
 EK0699  USGS QUAD   -  ACORN (1975)
 EK0699
 EK0699                         *CURRENT SURVEY CONTROL
 EK0699  ___________________________________________________________________
 EK0699* NAD 83(1986)-  34 41 50.     (N)    094 11 49.     (W)     SCALED    
 EK0699* NAVD 88     -       348.501  (meters)    1143.37   (feet)  ADJUSTED  
 EK0699  ___________________________________________________________________
 EK0699  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EK0699  DYNAMIC HT  -         348.122 (meters)    1142.13  (feet)  COMP
 EK0699  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 EK0699
 EK0699  VERT ORDER  -  FIRST     CLASS II
 EK0699
 EK0699.The horizontal coordinates were scaled from a topographic map and have
 EK0699.an estimated accuracy of +/- 6 seconds.
 EK0699
 EK0699.The orthometric height was determined by differential leveling
 EK0699.and adjusted by the National Geodetic Survey in June 1991..
 EK0699
 EK0699.The geoid height was determined by GEOID03.
 EK0699
 EK0699.The dynamic height is computed by dividing the NAVD 88
 EK0699.geopotential number by the normal gravity value computed on the
 EK0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0699.degrees latitude (g = 980.6199 gals.).
 EK0699
 EK0699.The modeled gravity was interpolated from observed gravity values.
 EK0699
 EK0699;                    North         East    Units  Estimated Accuracy
 EK0699;SPC AR N     -    42,620.      198,720.      MT  (+/- 180 meters Scaled)
 EK0699
 EK0699                          SUPERSEDED SURVEY CONTROL
 EK0699
 EK0699.No superseded survey control is available for this station.
 EK0699
 EK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU903401(NAD 83)
 EK0699_MARKER: DB = BENCH MARK DISK
 EK0699_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0699_SP_SET: CULVERT HEADWALL
 EK0699_STAMPING: K 300 1985
 EK0699_MARK LOGO: NGS   
 EK0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0699
 EK0699  HISTORY     - Date     Condition        Report By
 EK0699  HISTORY     - 1985     MONUMENTED       NGS
 EK0699  HISTORY     - 1987     GOOD             USPSQD
 EK0699  HISTORY     - 1988     GOOD             USPSQD
 EK0699  HISTORY     - 1989     GOOD             USPSQD
 EK0699  HISTORY     - 1990     GOOD             USPSQD
 EK0699
 EK0699                          STATION DESCRIPTION
 EK0699
 EK0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0699'19.0 KM (11.8 MI) SSW FROM BOLES.
 EK0699'19.0 KM (11.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0699'IN BOLES, AT FOREST ROAD NUMBER M 38 LEADING WEST ACROSS CEDAR CREEK,
 EK0699'SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A DOUBLE
 EK0699'CHANNEL BOX CULVERT UNDER FOREST ROAD M 38, 0.16 KM (0.1 MI)
 EK0699'NORTH-NORTHEAST OF THE POLK-SCOTT COUNTY LINE, 34.1 METERS (112.0 FT)
 EK0699'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 71, AND 4.6 METERS
 EK0699'(15.2 FT) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF FOREST ROAD.
 EK0699'THE MARK IS 0.31 M BELOW FOREST ROAD.
 EK0699
 EK0699                          STATION RECOVERY (1987)
 EK0699
 EK0699'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0699'RECOVERED IN GOOD CONDITION.
 EK0699
 EK0699                          STATION RECOVERY (1988)
 EK0699
 EK0699'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0699'RECOVERED IN GOOD CONDITION.
 EK0699
 EK0699                          STATION RECOVERY (1989)
 EK0699
 EK0699'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0699'RECOVERED IN GOOD CONDITION.
 EK0699
 EK0699                          STATION RECOVERY (1990)
 EK0699
 EK0699'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0726 ***********************************************************************
 EK0726  DESIGNATION -  K 301
 EK0726  PID         -  EK0726
 EK0726  STATE/COUNTY-  AR/POLK
 EK0726  USGS QUAD   -  COVE (1984)
 EK0726
 EK0726                         *CURRENT SURVEY CONTROL
 EK0726  ___________________________________________________________________
 EK0726* NAD 83(1986)-  34 26 32.     (N)    094 24 37.     (W)     SCALED    
 EK0726* NAVD 88     -       311.779  (meters)    1022.89   (feet)  ADJUSTED  
 EK0726  ___________________________________________________________________
 EK0726  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 EK0726  DYNAMIC HT  -         311.442 (meters)    1021.79  (feet)  COMP
 EK0726  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 EK0726
 EK0726  VERT ORDER  -  FIRST     CLASS II
 EK0726
 EK0726.The horizontal coordinates were scaled from a topographic map and have
 EK0726.an estimated accuracy of +/- 6 seconds.
 EK0726
 EK0726.The orthometric height was determined by differential leveling
 EK0726.and adjusted by the National Geodetic Survey in June 1991..
 EK0726
 EK0726.The geoid height was determined by GEOID03.
 EK0726
 EK0726.The dynamic height is computed by dividing the NAVD 88
 EK0726.geopotential number by the normal gravity value computed on the
 EK0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0726.degrees latitude (g = 980.6199 gals.).
 EK0726
 EK0726.The modeled gravity was interpolated from observed gravity values.
 EK0726
 EK0726;                    North         East    Units  Estimated Accuracy
 EK0726;SPC AR S     -   599,540.      178,520.      MT  (+/- 180 meters Scaled)
 EK0726
 EK0726                          SUPERSEDED SURVEY CONTROL
 EK0726
 EK0726.No superseded survey control is available for this station.
 EK0726
 EK0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU704120(NAD 83)
 EK0726_MARKER: I = METAL ROD
 EK0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0726_SP_SET: STAINLESS STEEL ROD
 EK0726_STAMPING: K 301 1985
 EK0726_MARK LOGO: NGS   
 EK0726_PROJECTION: FLUSH
 EK0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0726_ROD/PIPE-DEPTH: 3.0  meters
 EK0726
 EK0726  HISTORY     - Date     Condition        Report By
 EK0726  HISTORY     - 1985     MONUMENTED       NGS
 EK0726  HISTORY     - 1987     GOOD             USPSQD
 EK0726  HISTORY     - 1988     GOOD             USPSQD
 EK0726  HISTORY     - 1989     GOOD             USPSQD
 EK0726  HISTORY     - 1990     GOOD             USPSQD
 EK0726
 EK0726                          STATION DESCRIPTION
 EK0726
 EK0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0726'6.1 KM (3.8 MI) SOUTH FROM HATFIELD.
 EK0726'6.1 KM (3.8 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0726'HATFIELD, SET BETWEEN TWO WITNESS POSTS, 16.3 METERS (53.4 FT)
 EK0726'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45.2 METERS
 EK0726'(150.0 FT) SOUTHWEST OF THE SOUTHWEST END OF A 5-FEET CONCRETE CULVERT
 EK0726'HEADWALL UNDER THE HIGHWAY, 0.39 METERS (1.3 FT) NORTHWEST OF A FENCE
 EK0726'LINE, AND 1.3 METERS (4.2 FT) SOUTHWEST OF A LONE 24-INCH PINE TREE.
 EK0726'NOTE, DRIVEN TO REFUSAL.
 EK0726'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 EK0726'THE MARK IS 0.61 M BELOW HIGHWAY.
 EK0726
 EK0726                          STATION RECOVERY (1987)
 EK0726
 EK0726'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0726'RECOVERED IN GOOD CONDITION.
 EK0726
 EK0726                          STATION RECOVERY (1988)
 EK0726
 EK0726'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0726'RECOVERED IN GOOD CONDITION.
 EK0726
 EK0726                          STATION RECOVERY (1989)
 EK0726
 EK0726'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0726'RECOVERED IN GOOD CONDITION.
 EK0726
 EK0726                          STATION RECOVERY (1990)
 EK0726
 EK0726'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0754 ***********************************************************************
 EK0754  DESIGNATION -  K 302
 EK0754  PID         -  EK0754
 EK0754  STATE/COUNTY-  AR/SEVIER
 EK0754  USGS QUAD   -  GILLHAM (1964)
 EK0754
 EK0754                         *CURRENT SURVEY CONTROL
 EK0754  ___________________________________________________________________
 EK0754* NAD 83(1986)-  34 09 43.     (N)    094 18 49.     (W)     SCALED    
 EK0754* NAVD 88     -       214.931  (meters)     705.15   (feet)  ADJUSTED  
 EK0754  ___________________________________________________________________
 EK0754  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 EK0754  DYNAMIC HT  -         214.712 (meters)     704.43  (feet)  COMP
 EK0754  MODELED GRAV-     979,611.2   (mgal)                       NAVD 88
 EK0754
 EK0754  VERT ORDER  -  FIRST     CLASS II
 EK0754
 EK0754.The horizontal coordinates were scaled from a topographic map and have
 EK0754.an estimated accuracy of +/- 6 seconds.
 EK0754
 EK0754.The orthometric height was determined by differential leveling
 EK0754.and adjusted by the National Geodetic Survey in June 1991..
 EK0754
 EK0754.The geoid height was determined by GEOID03.
 EK0754
 EK0754.The dynamic height is computed by dividing the NAVD 88
 EK0754.geopotential number by the normal gravity value computed on the
 EK0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0754.degrees latitude (g = 980.6199 gals.).
 EK0754
 EK0754.The modeled gravity was interpolated from observed gravity values.
 EK0754
 EK0754;                    North         East    Units  Estimated Accuracy
 EK0754;SPC AR S     -   568,260.      186,700.      MT  (+/- 180 meters Scaled)
 EK0754
 EK0754                          SUPERSEDED SURVEY CONTROL
 EK0754
 EK0754.No superseded survey control is available for this station.
 EK0754
 EK0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT789808(NAD 83)
 EK0754_MARKER: I = METAL ROD
 EK0754_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0754+WITH SETTING: INFORMATION.
 EK0754_SP_SET: SHALLOW SET METAL ROD
 EK0754_STAMPING: K 302 1985
 EK0754_MARK LOGO: NGS   
 EK0754_PROJECTION: FLUSH
 EK0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0754_ROD/PIPE-DEPTH: 0.9  meters
 EK0754
 EK0754  HISTORY     - Date     Condition        Report By
 EK0754  HISTORY     - 1985     MONUMENTED       NGS
 EK0754  HISTORY     - 1987     GOOD             USPSQD
 EK0754  HISTORY     - 1988     GOOD             USPSQD
 EK0754  HISTORY     - 1989     GOOD             USPSQD
 EK0754  HISTORY     - 1990     GOOD             USPSQD
 EK0754
 EK0754                          STATION DESCRIPTION
 EK0754
 EK0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0754'1.8 KM (1.15 MI) SOUTH FROM GILLHAM.
 EK0754'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD (OLD HIGHWAY 71) FROM THE
 EK0754'POST OFFICE IN GILLHAM, THENCE 1.44 KM (0.9 MI) SOUTH ALONG U.S.
 EK0754'HIGHWAY 71 TO A SUBSTATION ON THE RIGHT, 35.36 METERS (116.0 FT) WEST
 EK0754'OF THE CENTERLINE OF THE HIGHWAY, 5.58 METERS (18.3 FT) NORTH OF THE
 EK0754'NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE SUBSTATION,
 EK0754'6.92 METERS (22.7 FT) EAST OF THE CENTERLINE OF OLD HIGHWAY 71,
 EK0754'1.34 METERS (4.4 FT) NORTH OF A POWERLINE POLE NUMBERED 17596, AND
 EK0754'0.30 METERS (1.0 FT) NORTH OF A WITNESS POST.  NOTE, DRIVEN TO REFUSAL
 EK0754'AND ANCHORED.
 EK0754'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EK0754'THE MARK IS ABOVE LEVEL WITH OLD HIGHWAY 71.
 EK0754
 EK0754                          STATION RECOVERY (1987)
 EK0754
 EK0754'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0754'RECOVERED IN GOOD CONDITION.
 EK0754
 EK0754                          STATION RECOVERY (1988)
 EK0754
 EK0754'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0754'RECOVERED IN GOOD CONDITION.
 EK0754
 EK0754                          STATION RECOVERY (1989)
 EK0754
 EK0754'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0754'RECOVERED IN GOOD CONDITION.
 EK0754
 EK0754                          STATION RECOVERY (1990)
 EK0754
 EK0754'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1061 ***********************************************************************
 DM1061  DESIGNATION -  K 303
 DM1061  PID         -  DM1061
 DM1061  STATE/COUNTY-  AR/LITTLE RIVER
 DM1061  USGS QUAD   -  ARKINDA (1975)
 DM1061
 DM1061                         *CURRENT SURVEY CONTROL
 DM1061  ___________________________________________________________________
 DM1061* NAD 83(1986)-  33 52 10.     (N)    094 25 26.     (W)     SCALED    
 DM1061* NAVD 88     -        97.022  (meters)     318.31   (feet)  ADJUSTED  
 DM1061  ___________________________________________________________________
 DM1061  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DM1061  DYNAMIC HT  -          96.923 (meters)     317.99  (feet)  COMP
 DM1061  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 DM1061
 DM1061  VERT ORDER  -  FIRST     CLASS II
 DM1061
 DM1061.The horizontal coordinates were scaled from a topographic map and have
 DM1061.an estimated accuracy of +/- 6 seconds.
 DM1061
 DM1061.The orthometric height was determined by differential leveling
 DM1061.and adjusted by the National Geodetic Survey in June 1991..
 DM1061
 DM1061.The geoid height was determined by GEOID03.
 DM1061
 DM1061.The dynamic height is computed by dividing the NAVD 88
 DM1061.geopotential number by the normal gravity value computed on the
 DM1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1061.degrees latitude (g = 980.6199 gals.).
 DM1061
 DM1061.The modeled gravity was interpolated from observed gravity values.
 DM1061
 DM1061;                    North         East    Units  Estimated Accuracy
 DM1061;SPC AR S     -   536,060.      175,770.      MT  (+/- 180 meters Scaled)
 DM1061
 DM1061                          SUPERSEDED SURVEY CONTROL
 DM1061
 DM1061.No superseded survey control is available for this station.
 DM1061
 DM1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT683485(NAD 83)
 DM1061_MARKER: DB = BENCH MARK DISK
 DM1061_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1061_SP_SET: BRIDGE ABUTMENT
 DM1061_STAMPING: K 303 1985
 DM1061_MARK LOGO: NGS   
 DM1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1061
 DM1061  HISTORY     - Date     Condition        Report By
 DM1061  HISTORY     - 1985     MONUMENTED       NGS
 DM1061  HISTORY     - 1987     GOOD             USPSQD
 DM1061  HISTORY     - 1989     GOOD             USPSQD
 DM1061  HISTORY     - 1990     GOOD             USPSQD
 DM1061  HISTORY     - 19920823 GOOD             USPSQD
 DM1061
 DM1061                          STATION DESCRIPTION
 DM1061
 DM1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1061'11.6 KM (7.2 MI) SOUTH FROM HORATIO.
 DM1061'11.6 KM (7.2 MI) SOUTHERLY ALONG STATE ROUTE 41 FROM THE POST OFFICE
 DM1061'IN HORATIO, SET IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF THE
 DM1061'HIGHWAY 41 BRIDGE OVER CANEY CREEK RELIEF, AND 5.6 METERS (18.5 FT)
 DM1061'WEST OF THE CENTERLINE OF THE HIGHWAY.
 DM1061'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1061
 DM1061                          STATION RECOVERY (1987)
 DM1061
 DM1061'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1061'RECOVERED IN GOOD CONDITION.
 DM1061
 DM1061                          STATION RECOVERY (1989)
 DM1061
 DM1061'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1061'RECOVERED IN GOOD CONDITION.
 DM1061
 DM1061                          STATION RECOVERY (1990)
 DM1061
 DM1061'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1061'RECOVERED IN GOOD CONDITION.
 DM1061
 DM1061                          STATION RECOVERY (1992)
 DM1061
 DM1061'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2621 ***********************************************************************
 EH2621  DESIGNATION -  K 305
 EH2621  PID         -  EH2621
 EH2621  STATE/COUNTY-  AR/PHILLIPS
 EH2621  USGS QUAD   -  MELLWOOD (1982)
 EH2621
 EH2621                         *CURRENT SURVEY CONTROL
 EH2621  ___________________________________________________________________
 EH2621* NAD 83(1997)-  34 10 07.90790(N)    090 57 08.64924(W)     ADJUSTED  
 EH2621* NAVD 88     -        56.734  (meters)     186.13   (feet)  ADJUSTED  
 EH2621  ___________________________________________________________________
 EH2621  X           -     -87,809.393 (meters)                     COMP
 EH2621  Y           -  -5,282,056.556 (meters)                     COMP
 EH2621  Z           -   3,561,976.859 (meters)                     COMP
 EH2621  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EH2621  ELLIP HEIGHT-          30.39  (meters)          (09/14/99) GPS OBS
 EH2621  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EH2621  DYNAMIC HT  -          56.678 (meters)     185.95  (feet)  COMP
 EH2621  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 EH2621
 EH2621  HORZ ORDER  -  SECOND
 EH2621  VERT ORDER  -  FIRST     CLASS II
 EH2621  ELLP ORDER  -  FOURTH    CLASS I
 EH2621
 EH2621.The horizontal coordinates were established by GPS observations
 EH2621.and adjusted by the National Geodetic Survey in September 1999..
 EH2621
 EH2621.The orthometric height was determined by differential leveling
 EH2621.and adjusted by the National Geodetic Survey in June 1991..
 EH2621
 EH2621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2621
 EH2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2621
 EH2621.The ellipsoidal height was determined by GPS observations
 EH2621.and is referenced to NAD 83.
 EH2621
 EH2621.The geoid height was determined by GEOID03.
 EH2621
 EH2621.The dynamic height is computed by dividing the NAVD 88
 EH2621.geopotential number by the normal gravity value computed on the
 EH2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2621.degrees latitude (g = 980.6199 gals.).
 EH2621
 EH2621.The modeled gravity was interpolated from observed gravity values.
 EH2621
 EH2621;                    North         East     Units Scale Factor Converg.
 EH2621;SPC AR S     -   567,106.435   496,580.840   MT  0.99992121   +0 35 10.8
 EH2621;SPC AR S     - 1,860,581.70  1,629,198.97   sFT  0.99992121   +0 35 10.8
 EH2621;UTM  15      - 3,782,773.984   688,731.147   MT  1.00003909   +1 09 01.2
 EH2621
 EH2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2621!SPC AR S     -   0.99999523  x   0.99992121  =   0.99991644
 EH2621!UTM  15      -   0.99999523  x   1.00003909  =   1.00003432
 EH2621
 EH2621                          SUPERSEDED SURVEY CONTROL
 EH2621
 EH2621  NAD 83(1997)-  34 10 07.90809(N)    090 57 08.64932(W) AD(       ) 2
 EH2621  NAD 83(1986)-  34 10 07.91649(N)    090 57 08.64469(W) AD(       ) 2
 EH2621  NGVD 29 (??/??/??)   56.799  (m)          186.35   (f) ADJUSTED    1 2
 EH2621
 EH2621.Superseded values are not recommended for survey control.
 EH2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2621.See file dsdata.txt to determine how the superseded data were derived.
 EH2621
 EH2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8873182774(NAD 83)
 EH2621_MARKER: I = METAL ROD
 EH2621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2621_SP_SET: STAINLESS STEEL ROD
 EH2621_STAMPING: K 305 1985
 EH2621_MARK LOGO: NGS   
 EH2621_PROJECTION: RECESSED 5 CENTIMETERS
 EH2621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2621+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH2621_ROD/PIPE-DEPTH: 18.3 meters
 EH2621
 EH2621  HISTORY     - Date     Condition        Report By
 EH2621  HISTORY     - 1985     MONUMENTED       NGS
 EH2621  HISTORY     - 1985     GOOD             NGS
 EH2621  HISTORY     - 20010619 GOOD             NGS
 EH2621
 EH2621                          STATION DESCRIPTION
 EH2621
 EH2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2621'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) SOUTHWEST OF ELAINE,
 EH2621'3.2 KM (2 MI) NORTHEAST OF CRUMROD, ON THE MAIN LEVEE ALONG THE
 EH2621'MISSISSIPPI RIVER, 0.65 KM (0.4 MI) NORTHEAST OF MILEPOST 45/46,
 EH2621'AT A CATTLE GUARD, IN T 6 S, R 1 E, SOUTHEAST 1/4 SECTION 13.
 EH2621'OWNERSHIP--LACONIA DRAINAGE AND LEVEE DISTRICT OF PHILLIPS
 EH2621'COUNTY, ARKANSAS, 417 RIGHTOR STREET, HELENA AR 72342,
 EH2621'PHONE 501-338-6731.
 EH2621'
 EH2621'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 IN ELAINE,
 EH2621'GO SOUTH ON HIGHWAY 85 FOR 24.5 KM (15.3 MI) TO  THE LONE GROCERY
 EH2621'STORE IN CRUMROD.  CONTINUE AHEAD ON THE HIGHWAY FOR 1.61 KM (1.0 MI)
 EH2621'TO A DIRT CROSSROAD. TURN LEFT, EAST, FOR 1.43 KM  (0.85 MI) TO THE
 EH2621'LEVEE ROAD. TURN LEFT, NORTH, ON THE LEVEE ROAD FOR 202 KM (1.25 MI)
 EH2621'TO A CATTLE GUARD.  CONTINUE AHEAD FOR 3.60 KM (2.25 MI) TO A CATTLE
 EH2621'GUARD AND STATION ON THE LEFT.
 EH2621'
 EH2621'STATION MARK, A STANDARD NGS BENCH MARK DATUM POINT CRIMPED TO A STEEL
 EH2621'ROD ENCASED IN A VINYL PIPE AND LOGO CAP, IS FLUSH WITH THE GROUND.
 EH2621'IT IS 5.5 METERS NORTHWEST OF THE ROAD CENTER, 0.3 METER LOWER THAN
 EH2621'THE ROAD, 5.3 METERS NORTH OF THE NORTH CORNER OF THE CATTLE GUARD,
 EH2621'AND 0.6 METER EAST OF A FIBERGLASS WITNESS POST IN THE FENCE LINE.
 EH2621'
 EH2621'THIS STATION IS INTERVISIBLE WITH N 221.
 EH2621
 EH2621                          STATION RECOVERY (1985)
 EH2621
 EH2621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2621'8.6 KM (5.35 MI) SOUTH FROM MELLWOOD.
 EH2621'8.6 KM (5.35 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE GRAVEL
 EH2621'ROAD CROSSING AT MELLWOOD, 1.0 KM (0.65 MI) SOUTHWEST OF BENCH MARK U
 EH2621'221, AT A CATTLE GUARD AND A NORTHEAST-SOUTHWEST FENCE LINE,
 EH2621'5.2 METERS (17.0 FT) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 EH2621'LEVEE ROAD, 5.2 METERS (17.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 EH2621'THE CATTLE GUARD, AND 0.61 METERS (2.0 FT) EAST-SOUTHEAST OF A FENCE
 EH2621'LINE.  NOTE, DRIVEN TO REQUIRED DRIVING RATE.
 EH2621'THE MARK IS 0.61 METERS  ESE FROM A WITNESS POST.
 EH2621'THE MARK IS 0.31 M BELOW TOP OF LEVEE.
 EH2621
 EH2621                          STATION RECOVERY (2001)
 EH2621
 EH2621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLB)
 EH2621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1242 ***********************************************************************
 DL1242  DESIGNATION -  K 307
 DL1242  PID         -  DL1242
 DL1242  STATE/COUNTY-  AR/MILLER
 DL1242  USGS QUAD   -  MANDEVILLE (1975)
 DL1242
 DL1242                         *CURRENT SURVEY CONTROL
 DL1242  ___________________________________________________________________
 DL1242* NAD 83(1986)-  33 25 46.     (N)    093 56 35.     (W)     SCALED    
 DL1242* NAVD 88     -       109.166  (meters)     358.16   (feet)  ADJUSTED  
 DL1242  ___________________________________________________________________
 DL1242  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DL1242  DYNAMIC HT  -         109.050 (meters)     357.77  (feet)  COMP
 DL1242  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DL1242
 DL1242  VERT ORDER  -  FIRST     CLASS II
 DL1242
 DL1242.The horizontal coordinates were scaled from a topographic map and have
 DL1242.an estimated accuracy of +/- 6 seconds.
 DL1242
 DL1242.The orthometric height was determined by differential leveling
 DL1242.and adjusted by the National Geodetic Survey in June 1991..
 DL1242
 DL1242.The geoid height was determined by GEOID03.
 DL1242
 DL1242.The dynamic height is computed by dividing the NAVD 88
 DL1242.geopotential number by the normal gravity value computed on the
 DL1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1242.degrees latitude (g = 980.6199 gals.).
 DL1242
 DL1242.The modeled gravity was interpolated from observed gravity values.
 DL1242
 DL1242;                    North         East    Units  Estimated Accuracy
 DL1242;SPC AR S     -   486,320.      219,320.      MT  (+/- 180 meters Scaled)
 DL1242
 DL1242                          SUPERSEDED SURVEY CONTROL
 DL1242
 DL1242.No superseded survey control is available for this station.
 DL1242
 DL1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS123992(NAD 83)
 DL1242_MARKER: I = METAL ROD
 DL1242_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL1242+WITH SETTING: INFORMATION.
 DL1242_SP_SET: SHALLOW-SET METAL ROD
 DL1242_STAMPING: K 307 1985
 DL1242_MARK LOGO: NGS   
 DL1242_PROJECTION: FLUSH
 DL1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1242_ROD/PIPE-DEPTH: 2.8  meters
 DL1242
 DL1242  HISTORY     - Date     Condition        Report By
 DL1242  HISTORY     - 1985     MONUMENTED       NGS
 DL1242
 DL1242                          STATION DESCRIPTION
 DL1242
 DL1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DL1242'9.4 KM (5.85 MI) EAST FROM TEXARKANA.
 DL1242'9.4 KM (5.85 MI) EASTERLY ALONG U.S. HIGHWAY 82 FROM ITS WEST
 DL1242'JUNCTION WITH U.S. HIGHWAY 71 IN TEXARKANA, 20.7 M (67.9 FT) NORTH
 DL1242'OF THE CENTERLINE OF THE HIGHWAY, 8.4 M (27.6 FT) WEST OF THE CENTER
 DL1242'OF MOSLEY ROAD, 1.8 M (5.9 FT) EAST OF UTILITY POLE NUMBER 169 WITH A
 DL1242'GUY WIRE, AND 1.1 M (3.6 FT) WEST OF A FENCE CORNER.  NOTE--ACCESS TO
 DL1242'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DL1242'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DL1242'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1106 ***********************************************************************
 DM1106  DESIGNATION -  K 308
 DM1106  PID         -  DM1106
 DM1106  STATE/COUNTY-  AR/LITTLE RIVER
 DM1106  USGS QUAD   -  FOREMAN (1975)
 DM1106
 DM1106                         *CURRENT SURVEY CONTROL
 DM1106  ___________________________________________________________________
 DM1106* NAD 83(1986)-  33 44 10.     (N)    094 28 44.     (W)     SCALED    
 DM1106* NAVD 88     -       119.990  (meters)     393.67   (feet)  ADJUSTED  
 DM1106  ___________________________________________________________________
 DM1106  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DM1106  DYNAMIC HT  -         119.866 (meters)     393.26  (feet)  COMP
 DM1106  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 DM1106
 DM1106  VERT ORDER  -  FIRST     CLASS II
 DM1106
 DM1106.The horizontal coordinates were scaled from a topographic map and have
 DM1106.an estimated accuracy of +/- 6 seconds.
 DM1106
 DM1106.The orthometric height was determined by differential leveling
 DM1106.and adjusted by the National Geodetic Survey in June 1991..
 DM1106
 DM1106.The geoid height was determined by GEOID03.
 DM1106
 DM1106.The dynamic height is computed by dividing the NAVD 88
 DM1106.geopotential number by the normal gravity value computed on the
 DM1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1106.degrees latitude (g = 980.6199 gals.).
 DM1106
 DM1106.The modeled gravity was interpolated from observed gravity values.
 DM1106
 DM1106;                    North         East    Units  Estimated Accuracy
 DM1106;SPC AR S     -   521,400.      170,320.      MT  (+/- 180 meters Scaled)
 DM1106
 DM1106                          SUPERSEDED SURVEY CONTROL
 DM1106
 DM1106.No superseded survey control is available for this station.
 DM1106
 DM1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT630338(NAD 83)
 DM1106_MARKER: I = METAL ROD
 DM1106_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1106+WITH SETTING: INFORMATION.
 DM1106_SP_SET: SHALLOW-SET METAL ROD
 DM1106_STAMPING: K 308 1986
 DM1106_MARK LOGO: NGS   
 DM1106_PROJECTION: FLUSH
 DM1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1106_ROD/PIPE-DEPTH: 2.8  meters
 DM1106
 DM1106  HISTORY     - Date     Condition        Report By
 DM1106  HISTORY     - 1986     MONUMENTED       NGS
 DM1106
 DM1106                          STATION DESCRIPTION
 DM1106
 DM1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1106'9.0 KM (5.6 MI) WEST FROM FOREMAN.
 DM1106'9.0 KM (5.6 MI) WESTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST JUNCTION
 DM1106'WITH STATE HIGHWAY 108 IN FOREMAN, 0.4 KM (0.25 MI) EAST OF THE
 DM1106'ARKANSAS-OKLAHOMA STATE LINE, 12.6 M (41.3 FT) SOUTH OF THE CENTERLINE
 DM1106'OF THE HIGHWAY, 10.0 M (32.8 FT) SOUTHEAST OF THE CENTER OF A GRAVELED
 DM1106'ROAD LEADING SOUTH, AND 4.4 M (14.4 FT) WEST OF THE CENTER OF A FIELD
 DM1106'ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 DM1106'CAP.
 DM1106'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DM1106'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0916 ***********************************************************************
 GG0916  DESIGNATION -  K 309
 GG0916  PID         -  GG0916
 GG0916  STATE/COUNTY-  AR/BENTON
 GG0916  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0916
 GG0916                         *CURRENT SURVEY CONTROL
 GG0916  ___________________________________________________________________
 GG0916* NAD 83(1986)-  36 16 19.     (N)    094 08 04.     (W)     SCALED    
 GG0916* NAVD 88     -       401.753  (meters)    1318.08   (feet)  ADJUSTED  
 GG0916  ___________________________________________________________________
 GG0916  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GG0916  DYNAMIC HT  -         401.396 (meters)    1316.91  (feet)  COMP
 GG0916  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 GG0916
 GG0916  VERT ORDER  -  FIRST     CLASS II
 GG0916
 GG0916.The horizontal coordinates were scaled from a topographic map and have
 GG0916.an estimated accuracy of +/- 6 seconds.
 GG0916
 GG0916.The orthometric height was determined by differential leveling
 GG0916.and adjusted by the National Geodetic Survey in June 1991..
 GG0916
 GG0916.The geoid height was determined by GEOID03.
 GG0916
 GG0916.The dynamic height is computed by dividing the NAVD 88
 GG0916.geopotential number by the normal gravity value computed on the
 GG0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0916.degrees latitude (g = 980.6199 gals.).
 GG0916
 GG0916.The modeled gravity was interpolated from observed gravity values.
 GG0916
 GG0916;                    North         East    Units  Estimated Accuracy
 GG0916;SPC AR N     -   217,160.      208,230.      MT  (+/- 180 meters Scaled)
 GG0916
 GG0916                          SUPERSEDED SURVEY CONTROL
 GG0916
 GG0916  NGVD 29 (10/05/93)  401.599  (m)         1317.58   (f) ADJUSTED    1 2
 GG0916
 GG0916.Superseded values are not recommended for survey control.
 GG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0916.See file dsdata.txt to determine how the superseded data were derived.
 GG0916
 GG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA981147(NAD 83)
 GG0916_MARKER: DV = VERTICAL CONTROL DISK
 GG0916_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0916_SP_SET: ABUTMENT
 GG0916_STAMPING: K 309 1989
 GG0916_MARK LOGO: NGS   
 GG0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0916+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0916
 GG0916  HISTORY     - Date     Condition        Report By
 GG0916  HISTORY     - 1989     MONUMENTED       NGS
 GG0916
 GG0916                          STATION DESCRIPTION
 GG0916
 GG0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0916'1.7 KM (1.05 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD
 GG0916'FROM ITS JUNCTION WITH MCCLURE AVENUE IN LOWELL, IN TOP OF AND 0.2 M
 GG0916'(0.7 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 GG0916'RAILROAD BRIDGE SPANNING MONTE NORTHEAST BRANCH, 2.5 M (8.2 FT) WEST
 GG0916'OF THE NEAR RAIL, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0210 ***********************************************************************
 GG0210  DESIGNATION -  K 31
 GG0210  PID         -  GG0210
 GG0210  STATE/COUNTY-  AR/BENTON
 GG0210  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0210
 GG0210                         *CURRENT SURVEY CONTROL
 GG0210  ___________________________________________________________________
 GG0210* NAD 83(1986)-  36 11 17.     (N)    094 31 33.     (W)     SCALED    
 GG0210* NAVD 88     -       347.629  (meters)    1140.51   (feet)  ADJUSTED  
 GG0210  ___________________________________________________________________
 GG0210  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GG0210  DYNAMIC HT  -         347.322 (meters)    1139.51  (feet)  COMP
 GG0210  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 GG0210
 GG0210  VERT ORDER  -  SECOND    CLASS 0
 GG0210
 GG0210.The horizontal coordinates were scaled from a topographic map and have
 GG0210.an estimated accuracy of +/- 6 seconds.
 GG0210
 GG0210.The orthometric height was determined by differential leveling
 GG0210.and adjusted by the National Geodetic Survey in June 1991..
 GG0210
 GG0210.The geoid height was determined by GEOID03.
 GG0210
 GG0210.The dynamic height is computed by dividing the NAVD 88
 GG0210.geopotential number by the normal gravity value computed on the
 GG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0210.degrees latitude (g = 980.6199 gals.).
 GG0210
 GG0210.The modeled gravity was interpolated from observed gravity values.
 GG0210
 GG0210;                    North         East    Units  Estimated Accuracy
 GG0210;SPC AR N     -   208,690.      172,830.      MT  (+/- 180 meters Scaled)
 GG0210
 GG0210                          SUPERSEDED SURVEY CONTROL
 GG0210
 GG0210  NGVD 29 (??/??/92)  347.492  (m)         1140.06   (f) ADJ UNCH    2 0
 GG0210
 GG0210.Superseded values are not recommended for survey control.
 GG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0210.See file dsdata.txt to determine how the superseded data were derived.
 GG0210
 GG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA628058(NAD 83)
 GG0210_MARKER: DB = BENCH MARK DISK
 GG0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0210_STAMPING: K-31 1934
 GG0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0210+STABILITY: SURFACE MOTION
 GG0210
 GG0210  HISTORY     - Date     Condition        Report By
 GG0210  HISTORY     - 1934     MONUMENTED       CGS
 GG0210  HISTORY     - 1961     GOOD             NGS
 GG0210  HISTORY     - 1987     GOOD             USPSQD
 GG0210  HISTORY     - 1987     GOOD             LOCSUR
 GG0210  HISTORY     - 1988     GOOD             USPSQD
 GG0210
 GG0210                          STATION DESCRIPTION
 GG0210
 GG0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0210'AT SILOAM SPRINGS.
 GG0210'AT SILOAM SPRINGS.  IN THE NORTH EDGE OF TOWN AT KANSAS CITY
 GG0210'SOUTHERN RAILROAD CROSSING.  UNDER POWER LINE.  50 FEET EAST
 GG0210'OF TRACK, 35 FEET SOUTH OF THE CENTERLINE OF CROSSING.
 GG0210
 GG0210                          STATION RECOVERY (1961)
 GG0210
 GG0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0210'RECOVERED IN GOOD CONDITION.
 GG0210
 GG0210                          STATION RECOVERY (1987)
 GG0210
 GG0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0210'RECOVERED IN GOOD CONDITION.
 GG0210
 GG0210                          STATION RECOVERY (1987)
 GG0210
 GG0210'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (DW)
 GG0210'RECOVERED IN GOOD CONDITION.
 GG0210
 GG0210                          STATION RECOVERY (1988)
 GG0210
 GG0210'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 GG0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0906 ***********************************************************************
 GG0906  DESIGNATION -  K 310
 GG0906  PID         -  GG0906
 GG0906  STATE/COUNTY-  AR/WASHINGTON
 GG0906  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0906
 GG0906                         *CURRENT SURVEY CONTROL
 GG0906  ___________________________________________________________________
 GG0906* NAD 83(1986)-  36 06 40.     (N)    094 09 49.     (W)     SCALED    
 GG0906* NAVD 88     -       369.443  (meters)    1212.08   (feet)  ADJUSTED  
 GG0906  ___________________________________________________________________
 GG0906  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0906  DYNAMIC HT  -         369.112 (meters)    1210.99  (feet)  COMP
 GG0906  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 GG0906
 GG0906  VERT ORDER  -  FIRST     CLASS II
 GG0906
 GG0906.The horizontal coordinates were scaled from a topographic map and have
 GG0906.an estimated accuracy of +/- 6 seconds.
 GG0906
 GG0906.The orthometric height was determined by differential leveling
 GG0906.and adjusted by the National Geodetic Survey in June 1991..
 GG0906
 GG0906.The geoid height was determined by GEOID03.
 GG0906
 GG0906.The dynamic height is computed by dividing the NAVD 88
 GG0906.geopotential number by the normal gravity value computed on the
 GG0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0906.degrees latitude (g = 980.6199 gals.).
 GG0906
 GG0906.The modeled gravity was interpolated from observed gravity values.
 GG0906
 GG0906;                    North         East    Units  Estimated Accuracy
 GG0906;SPC AR N     -   199,370.      205,220.      MT  (+/- 180 meters Scaled)
 GG0906
 GG0906                          SUPERSEDED SURVEY CONTROL
 GG0906
 GG0906  NGVD 29 (10/05/93)  369.284  (m)         1211.56   (f) ADJUSTED    1 2
 GG0906
 GG0906.Superseded values are not recommended for survey control.
 GG0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0906.See file dsdata.txt to determine how the superseded data were derived.
 GG0906
 GG0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV952968(NAD 83)
 GG0906_MARKER: DV = VERTICAL CONTROL DISK
 GG0906_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0906_SP_SET: PIER
 GG0906_STAMPING: K 310 1989
 GG0906_MARK LOGO: NGS   
 GG0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0906+STABILITY: POSITION/ELEVATION WELL
 GG0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0906+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 GG0906
 GG0906  HISTORY     - Date     Condition        Report By
 GG0906  HISTORY     - 1989     MONUMENTED       NGS
 GG0906  HISTORY     - 20050808 GOOD             ARHD
 GG0906
 GG0906                          STATION DESCRIPTION
 GG0906
 GG0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0906'IN FAYETTEVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 71 AND THE
 GG0906'ARKANSAS AND MISSOURI RAILROAD, SET VERTICALLY IN THE WEST FACE OF
 GG0906'THE MOST SOUTHERLY 1 OF 2 COLUMNS OF THE CENTER PIER OF THE
 GG0906'NORTHBOUND HIGHWAY OVERPASS OF THE RAILROAD AND GREGG AVENUE, 11.9 M
 GG0906'(39.0 FT) WEST OF THE CENTERLINE OF THE AVENUE, 11.7 M (38.4 FT) EAST
 GG0906'OF THE NEAR RAIL, 3.5 M (11.5 FT) SOUTH OF THE CENTER OF THE
 GG0906'NORTHBOUND LANES OF THE HIGHWAY, AND 1.3 M (4.3 FT) ABOVE THE LEVEL
 GG0906'OF THE AVENUE.
 GG0906
 GG0906                          STATION RECOVERY (2005)
 GG0906
 GG0906'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GG0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1204 ***********************************************************************
 FH1204  DESIGNATION -  K 311
 FH1204  PID         -  FH1204
 FH1204  STATE/COUNTY-  AR/CRAWFORD
 FH1204  USGS QUAD   -  VAN BUREN (1997)
 FH1204
 FH1204                         *CURRENT SURVEY CONTROL
 FH1204  ___________________________________________________________________
 FH1204* NAD 83(1986)-  35 28 30.     (N)    094 18 05.     (W)     SCALED    
 FH1204* NAVD 88     -       161.384  (meters)     529.47   (feet)  ADJUSTED  
 FH1204  ___________________________________________________________________
 FH1204  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FH1204  DYNAMIC HT  -         161.233 (meters)     528.98  (feet)  COMP
 FH1204  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FH1204
 FH1204  VERT ORDER  -  FIRST     CLASS II
 FH1204
 FH1204.The horizontal coordinates were scaled from a topographic map and have
 FH1204.an estimated accuracy of +/- 6 seconds.
 FH1204
 FH1204.The orthometric height was determined by differential leveling
 FH1204.and adjusted by the National Geodetic Survey in June 1991..
 FH1204
 FH1204.The geoid height was determined by GEOID03.
 FH1204
 FH1204.The dynamic height is computed by dividing the NAVD 88
 FH1204.geopotential number by the normal gravity value computed on the
 FH1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1204.degrees latitude (g = 980.6199 gals.).
 FH1204
 FH1204.The modeled gravity was interpolated from observed gravity values.
 FH1204
 FH1204;                    North         East    Units  Estimated Accuracy
 FH1204;SPC AR N     -   129,100.      191,160.      MT  (+/- 180 meters Scaled)
 FH1204
 FH1204                          SUPERSEDED SURVEY CONTROL
 FH1204
 FH1204  NGVD 29 (10/05/93)  161.288  (m)          529.16   (f) ADJUSTED    1 2
 FH1204
 FH1204.Superseded values are not recommended for survey control.
 FH1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1204.See file dsdata.txt to determine how the superseded data were derived.
 FH1204
 FH1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV819264(NAD 83)
 FH1204_MARKER: I = METAL ROD
 FH1204_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1204_SP_SET: STAINLESS STEEL ROD
 FH1204_STAMPING: K 311 1989
 FH1204_MARK LOGO: NGS   
 FH1204_PROJECTION: FLUSH
 FH1204_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1204+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 FH1204_ROD/PIPE-DEPTH: 3.8  meters
 FH1204
 FH1204  HISTORY     - Date     Condition        Report By
 FH1204  HISTORY     - 1989     MONUMENTED       NGS
 FH1204  HISTORY     - 20060402 GOOD             ARHD
 FH1204
 FH1204                          STATION DESCRIPTION
 FH1204
 FH1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1204'3.2 KM (2.00 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD
 FH1204'FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 IN VAN BUREN, 41.4 M
 FH1204'(135.8 FT) NORTH OF THE CENTER OF A DRIVEWAY, 19.0 M (62.3 FT) SOUTH
 FH1204'OF THE NEAR RAIL, 6.8 M (22.3 FT) EAST OF THE CENTERLINE OF STATE
 FH1204'HIGHWAY 282, 5.0 M (16.4 FT) SOUTH OF A UTILITY POLE, 0.3 M (1.0 FT)
 FH1204'WEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.
 FH1204'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FH1204
 FH1204                          STATION RECOVERY (2006)
 FH1204
 FH1204'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FH1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1227 ***********************************************************************
 FH1227  DESIGNATION -  K 312
 FH1227  PID         -  FH1227
 FH1227  STATE/COUNTY-  AR/CRAWFORD
 FH1227  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1227
 FH1227                         *CURRENT SURVEY CONTROL
 FH1227  ___________________________________________________________________
 FH1227* NAD 83(1986)-  35 41 42.     (N)    094 08 24.     (W)     SCALED    
 FH1227* NAVD 88     -       472.307  (meters)    1549.56   (feet)  ADJUSTED  
 FH1227  ___________________________________________________________________
 FH1227  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FH1227  DYNAMIC HT  -         471.857 (meters)    1548.08  (feet)  COMP
 FH1227  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 FH1227
 FH1227  VERT ORDER  -  FIRST     CLASS II
 FH1227
 FH1227.The horizontal coordinates were scaled from a topographic map and have
 FH1227.an estimated accuracy of +/- 6 seconds.
 FH1227
 FH1227.The orthometric height was determined by differential leveling
 FH1227.and adjusted by the National Geodetic Survey in June 1991..
 FH1227
 FH1227.The geoid height was determined by GEOID03.
 FH1227
 FH1227.The dynamic height is computed by dividing the NAVD 88
 FH1227.geopotential number by the normal gravity value computed on the
 FH1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1227.degrees latitude (g = 980.6199 gals.).
 FH1227
 FH1227.The modeled gravity was interpolated from observed gravity values.
 FH1227
 FH1227;                    North         East    Units  Estimated Accuracy
 FH1227;SPC AR N     -   153,170.      206,340.      MT  (+/- 180 meters Scaled)
 FH1227
 FH1227                          SUPERSEDED SURVEY CONTROL
 FH1227
 FH1227  NGVD 29 (10/05/93)  472.162  (m)         1549.08   (f) ADJUSTED    1 2
 FH1227
 FH1227.Superseded values are not recommended for survey control.
 FH1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1227.See file dsdata.txt to determine how the superseded data were derived.
 FH1227
 FH1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV968507(NAD 83)
 FH1227_MARKER: I = METAL ROD
 FH1227_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1227+WITH SETTING: INFORMATION.
 FH1227_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1227_STAMPING: K 312 1989
 FH1227_MARK LOGO: NGS   
 FH1227_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1227+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1227
 FH1227  HISTORY     - Date     Condition        Report By
 FH1227  HISTORY     - 1989     MONUMENTED       NGS
 FH1227
 FH1227                          STATION DESCRIPTION
 FH1227
 FH1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1227'8.1 KM (5.05 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1227'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, A METAL ROD DRIVEN
 FH1227'TO REFUSAL AT 2.8 M AND FLUSH WITH GROUND, 21.6 M (70.9 FT) SOUTHEAST
 FH1227'OF THE CENTERLINE OF THE HIGHWAY, 19.5 M (64.0 FT) SOUTH OF THE
 FH1227'SOUTHWEST CORNER OF A LOG CABIN, 5.8 M (19.0 FT) SOUTH OF THE CENTER
 FH1227'OF A GRAVELED ROAD LEADING EAST, 1.0 M (3.3 FT) SOUTH OF A UTILITY
 FH1227'POLE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 FH1227'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1259 ***********************************************************************
 GE1259  DESIGNATION -  K 313
 GE1259  PID         -  GE1259
 GE1259  STATE/COUNTY-  AR/FULTON
 GE1259  USGS QUAD   -  HARDY (1981)
 GE1259
 GE1259                         *CURRENT SURVEY CONTROL
 GE1259  ___________________________________________________________________
 GE1259* NAD 83(1986)-  36 22 01.     (N)    091 28 20.     (W)     SCALED    
 GE1259* NAVD 88     -       200.077  (meters)     656.42   (feet)  ADJUSTED  
 GE1259  ___________________________________________________________________
 GE1259  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GE1259  DYNAMIC HT  -         199.909 (meters)     655.87  (feet)  COMP
 GE1259  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GE1259
 GE1259  VERT ORDER  -  FIRST     CLASS II
 GE1259
 GE1259.The horizontal coordinates were scaled from a topographic map and have
 GE1259.an estimated accuracy of +/- 6 seconds.
 GE1259
 GE1259.The orthometric height was determined by differential leveling
 GE1259.and adjusted by the National Geodetic Survey in January 1995..
 GE1259
 GE1259.The geoid height was determined by GEOID03.
 GE1259
 GE1259.The dynamic height is computed by dividing the NAVD 88
 GE1259.geopotential number by the normal gravity value computed on the
 GE1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1259.degrees latitude (g = 980.6199 gals.).
 GE1259
 GE1259.The modeled gravity was interpolated from observed gravity values.
 GE1259
 GE1259;                    North         East    Units  Estimated Accuracy
 GE1259;SPC AR N     -   225,750.      447,370.      MT  (+/- 180 meters Scaled)
 GE1259
 GE1259                          SUPERSEDED SURVEY CONTROL
 GE1259
 GE1259  NGVD 29 (10/05/93)  199.963  (m)          656.05   (f) ADJUSTED    1 2
 GE1259
 GE1259.Superseded values are not recommended for survey control.
 GE1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1259.See file dsdata.txt to determine how the superseded data were derived.
 GE1259
 GE1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA370257(NAD 83)
 GE1259_MARKER: DV = VERTICAL CONTROL DISK
 GE1259_SETTING: 66 = SET IN ROCK OUTCROP
 GE1259_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1259_STAMPING: K 313 1990
 GE1259_MARK LOGO: NGS   
 GE1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1259+STABILITY: POSITION/ELEVATION WELL
 GE1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1259+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1259
 GE1259  HISTORY     - Date     Condition        Report By
 GE1259  HISTORY     - 1990     MONUMENTED       NGS
 GE1259
 GE1259                          STATION DESCRIPTION
 GE1259
 GE1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1259'7.0 KM (4.35 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1259'U.S. HIGHWAY 62 IN HARDY, IN A 3 BY 5-FOOT AREA OF OUTCROPPING
 GE1259'BEDROCK, 34.2 M (112.2 FT) NORTHWEST OF A SIGN (TRUCKS TURNING), 6.3
 GE1259'M (20.7 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) ABOVE
 GE1259'THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS
 GE1259'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2179 ***********************************************************************
 FF2179  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2179  DESIGNATION -  K 314
 FF2179  PID         -  FF2179
 FF2179  STATE/COUNTY-  AR/POINSETT
 FF2179  USGS QUAD   -  TYRONZA (1974)
 FF2179
 FF2179                         *CURRENT SURVEY CONTROL
 FF2179  ___________________________________________________________________
 FF2179* NAD 83(1997)-  35 28 02.34829(N)    090 19 32.95980(W)     ADJUSTED  
 FF2179* NAVD 88     -        67.66   (meters)     222.0    (feet)  GPS OBS   
 FF2179  ___________________________________________________________________
 FF2179  X           -     -29,573.642 (meters)                     COMP
 FF2179  Y           -  -5,200,464.400 (meters)                     COMP
 FF2179  Z           -   3,680,238.617 (meters)                     COMP
 FF2179  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FF2179  ELLIP HEIGHT-          39.94  (meters)          (05/31/05) GPS OBS
 FF2179  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF2179  DYNAMIC HT  -          67.60  (meters)     221.8   (feet)  COMP
 FF2179  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 FF2179
 FF2179  HORZ ORDER  -  FIRST
 FF2179  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF2179  ELLP ORDER  -  FOURTH    CLASS II
 FF2179
 FF2179.The horizontal coordinates were established by GPS observations
 FF2179.and adjusted by the National Geodetic Survey in May 2005..
 FF2179
 FF2179.The orthometric height was determined by GPS observations and a
 FF2179.high-resolution geoid model using precise GPS observation and
 FF2179.processing techniques. It supersedes the leveled height previously
 FF2179.determined for this station.
 FF2179.WARNING-GPS observations at this control monument resulted in a GPS
 FF2179.derived orthometric height which differed from the leveled height by
 FF2179.more than one decimeter (0.1 meter).
 FF2179.The vertical order pertains to the first NAVD 88 superseded value.
 FF2179
 FF2179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2179
 FF2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2179
 FF2179.The ellipsoidal height was determined by GPS observations
 FF2179.and is referenced to NAD 83.
 FF2179
 FF2179.The geoid height was determined by GEOID03.
 FF2179
 FF2179.The dynamic height is computed by dividing the NAVD 88
 FF2179.geopotential number by the normal gravity value computed on the
 FF2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2179.degrees latitude (g = 980.6199 gals.).
 FF2179
 FF2179.The modeled gravity was interpolated from observed gravity values.
 FF2179
 FF2179;                    North         East     Units Scale Factor Converg.
 FF2179;SPC AR N     -   127,097.596   551,941.895   MT  0.99993801   +0 58 27.1
 FF2179;SPC AR N     -   416,986.03  1,810,829.37   sFT  0.99993801   +0 58 27.1
 FF2179;UTM  15      - 3,928,156.130   742,656.692   MT  1.00032569   +1 33 08.7
 FF2179
 FF2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2179!SPC AR N     -   0.99999373  x   0.99993801  =   0.99993174
 FF2179!UTM  15      -   0.99999373  x   1.00032569  =   1.00031942
 FF2179
 FF2179                          SUPERSEDED SURVEY CONTROL
 FF2179
 FF2179  NAVD 88 (01/31/95)   67.555  (m)          221.64   (f) ADJUSTED    1 2
 FF2179  NGVD 29 (10/05/93)   67.520  (m)          221.52   (f) ADJUSTED    1 2
 FF2179
 FF2179.Superseded values are not recommended for survey control.
 FF2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2179.See file dsdata.txt to determine how the superseded data were derived.
 FF2179
 FF2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4265728156(NAD 83)
 FF2179_MARKER: I = METAL ROD
 FF2179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2179_SP_SET: STAINLESS STEEL ROD
 FF2179_STAMPING: K 314 1990
 FF2179_MARK LOGO: NGS   
 FF2179_PROJECTION: FLUSH
 FF2179_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2179+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 FF2179_ROD/PIPE-DEPTH: 21.9 meters
 FF2179
 FF2179  HISTORY     - Date     Condition        Report By
 FF2179  HISTORY     - 1990     MONUMENTED       NGS
 FF2179  HISTORY     - 20021016 POOR             USACE
 FF2179  HISTORY     - 20030722 GOOD             EMCINC
 FF2179
 FF2179                          STATION DESCRIPTION
 FF2179
 FF2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2179'3.4 KM (2.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 FF2179'STATE HIGHWAY 118 IN TYRONZA, 31.3 M (102.7 FT) EAST OF THE EAST
 FF2179'CORNER OF A HOUSE, 27.5 M (90.2 FT) SOUTHEAST OF THE CENTER OF A
 FF2179'DRIVEWAY, 20.7 M (67.9 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE
 FF2179'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 4.9 M (16.1 FT) NORTHEAST OF
 FF2179'THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 1.6 M (5.2 FT) SOUTHEAST
 FF2179'OF A UTILITY POLE, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
 FF2179'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2179
 FF2179                          STATION RECOVERY (2002)
 FF2179
 FF2179'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2179'STAMPING DIFFICULT TO READ. ACCESS COVER MISSING.
 FF2179
 FF2179                          STATION RECOVERY (2003)
 FF2179
 FF2179'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2179'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2204 ***********************************************************************
 FF2204  DESIGNATION -  K 315
 FF2204  PID         -  FF2204
 FF2204  STATE/COUNTY-  AR/CRAIGHEAD
 FF2204  USGS QUAD   -  BONO (1980)
 FF2204
 FF2204                         *CURRENT SURVEY CONTROL
 FF2204  ___________________________________________________________________
 FF2204* NAD 83(1986)-  35 53 13.     (N)    090 47 26.     (W)     SCALED    
 FF2204* NAVD 88     -       110.622  (meters)     362.93   (feet)  ADJUSTED  
 FF2204  ___________________________________________________________________
 FF2204  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF2204  DYNAMIC HT  -         110.529 (meters)     362.63  (feet)  COMP
 FF2204  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FF2204
 FF2204  VERT ORDER  -  FIRST     CLASS II
 FF2204
 FF2204.The horizontal coordinates were scaled from a topographic map and have
 FF2204.an estimated accuracy of +/- 6 seconds.
 FF2204
 FF2204.The orthometric height was determined by differential leveling
 FF2204.and adjusted by the National Geodetic Survey in January 1995..
 FF2204
 FF2204.The geoid height was determined by GEOID03.
 FF2204
 FF2204.The dynamic height is computed by dividing the NAVD 88
 FF2204.geopotential number by the normal gravity value computed on the
 FF2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2204.degrees latitude (g = 980.6199 gals.).
 FF2204
 FF2204.The modeled gravity was interpolated from observed gravity values.
 FF2204
 FF2204;                    North         East    Units  Estimated Accuracy
 FF2204;SPC AR N     -   173,030.      509,200.      MT  (+/- 180 meters Scaled)
 FF2204
 FF2204                          SUPERSEDED SURVEY CONTROL
 FF2204
 FF2204  NGVD 29 (10/05/93)  110.540  (m)          362.66   (f) ADJUSTED    1 2
 FF2204
 FF2204.Superseded values are not recommended for survey control.
 FF2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2204.See file dsdata.txt to determine how the superseded data were derived.
 FF2204
 FF2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV994736(NAD 83)
 FF2204_MARKER: I = METAL ROD
 FF2204_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FF2204+WITH SETTING: INFORMATION.
 FF2204_SP_SET: METAL ROD DRIVEN INTO GROUND
 FF2204_STAMPING: K 315 1990
 FF2204_MARK LOGO: NGS   
 FF2204_PROJECTION: FLUSH
 FF2204_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2204+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FF2204_ROD/PIPE-DEPTH: 4.0  meters
 FF2204
 FF2204  HISTORY     - Date     Condition        Report By
 FF2204  HISTORY     - 1990     MONUMENTED       NGS
 FF2204  HISTORY     - 20020827 MARK NOT FOUND   USACE
 FF2204
 FF2204                          STATION DESCRIPTION
 FF2204
 FF2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2204'2.7 KM (1.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF2204'IN BONO, 90.2 M (295.9 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 FF2204'LEADING WEST, 15.0 M (49.2 FT) SOUTHWEST OF AND LEVEL WITH THE
 FF2204'HIGHWAY CENTERLINE, AND 12.1 M (39.7 FT) SOUTHEAST OF THE CENTER OF A
 FF2204'DRIVEWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FF2204'CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 FF2204
 FF2204                          STATION RECOVERY (2002)
 FF2204
 FF2204'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1230 ***********************************************************************
 GE1230  DESIGNATION -  K 316
 GE1230  PID         -  GE1230
 GE1230  STATE/COUNTY-  AR/LAWRENCE
 GE1230  USGS QUAD   -  IMBODEN (1981)
 GE1230
 GE1230                         *CURRENT SURVEY CONTROL
 GE1230  ___________________________________________________________________
 GE1230* NAD 83(1986)-  36 12 38.     (N)    091 12 06.     (W)     SCALED    
 GE1230* NAVD 88     -       101.186  (meters)     331.97   (feet)  ADJUSTED  
 GE1230  ___________________________________________________________________
 GE1230  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GE1230  DYNAMIC HT  -         101.103 (meters)     331.70  (feet)  COMP
 GE1230  MODELED GRAV-     979,807.3   (mgal)                       NAVD 88
 GE1230
 GE1230  VERT ORDER  -  FIRST     CLASS II
 GE1230
 GE1230.The horizontal coordinates were scaled from a topographic map and have
 GE1230.an estimated accuracy of +/- 6 seconds.
 GE1230
 GE1230.The orthometric height was determined by differential leveling
 GE1230.and adjusted by the National Geodetic Survey in January 1995..
 GE1230
 GE1230.The geoid height was determined by GEOID03.
 GE1230
 GE1230.The dynamic height is computed by dividing the NAVD 88
 GE1230.geopotential number by the normal gravity value computed on the
 GE1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1230.degrees latitude (g = 980.6199 gals.).
 GE1230
 GE1230.The modeled gravity was interpolated from observed gravity values.
 GE1230
 GE1230;                    North         East    Units  Estimated Accuracy
 GE1230;SPC AR N     -   208,560.      471,790.      MT  (+/- 180 meters Scaled)
 GE1230
 GE1230                          SUPERSEDED SURVEY CONTROL
 GE1230
 GE1230  NGVD 29 (10/05/93)  101.090  (m)          331.66   (f) ADJUSTED    1 2
 GE1230
 GE1230.Superseded values are not recommended for survey control.
 GE1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1230.See file dsdata.txt to determine how the superseded data were derived.
 GE1230
 GE1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA616088(NAD 83)
 GE1230_MARKER: DV = VERTICAL CONTROL DISK
 GE1230_SETTING: 66 = SET IN ROCK OUTCROP
 GE1230_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1230_STAMPING: K 316 1990
 GE1230_MARK LOGO: NGS   
 GE1230_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1230+STABILITY: POSITION/ELEVATION WELL
 GE1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1230+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1230
 GE1230  HISTORY     - Date     Condition        Report By
 GE1230  HISTORY     - 1990     MONUMENTED       NGS
 GE1230
 GE1230                          STATION DESCRIPTION
 GE1230
 GE1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1230'2.4 KM (1.50 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1230'U.S. HIGHWAY 62 IN IMBODEN, NEAR THE CENTER OF A 4 BY 5-FOOT AREA OF
 GE1230'OUTCROPPING BEDROCK, 14.0 M (45.9 FT) SOUTHWEST OF THE HIGHWAY
 GE1230'CENTERLINE, 8.1 M (26.6 FT) EAST-NORTHEAST OF THE CENTER OF A GATE
 GE1230'AND CATTLE GUARD, 8.1 M (26.6 FT) EAST OF TELEPHONE PEDESTAL NUMBER L
 GE1230'351 P7, 6.7 M (22.0 FT) NORTHEAST OF A FENCE, 0.1 M (0.3 FT) ABOVE
 GE1230'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 GE1230'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0114 ***********************************************************************
 GE0114  DESIGNATION -  K 32
 GE0114  PID         -  GE0114
 GE0114  STATE/COUNTY-  AR/GREENE
 GE0114  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0114
 GE0114                         *CURRENT SURVEY CONTROL
 GE0114  ___________________________________________________________________
 GE0114* NAD 83(1986)-  36 05 46.     (N)    090 27 13.     (W)     SCALED    
 GE0114* NAVD 88     -        84.563  (meters)     277.44   (feet)  ADJUSTED  
 GE0114  ___________________________________________________________________
 GE0114  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GE0114  DYNAMIC HT  -          84.493 (meters)     277.21  (feet)  COMP
 GE0114  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 GE0114
 GE0114  VERT ORDER  -  FIRST     CLASS II
 GE0114
 GE0114.The horizontal coordinates were scaled from a topographic map and have
 GE0114.an estimated accuracy of +/- 6 seconds.
 GE0114
 GE0114.The orthometric height was determined by differential leveling
 GE0114.and adjusted by the National Geodetic Survey in June 1991..
 GE0114
 GE0114.The geoid height was determined by GEOID03.
 GE0114
 GE0114.The dynamic height is computed by dividing the NAVD 88
 GE0114.geopotential number by the normal gravity value computed on the
 GE0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0114.degrees latitude (g = 980.6199 gals.).
 GE0114
 GE0114.The modeled gravity was interpolated from observed gravity values.
 GE0114
 GE0114;                    North         East    Units  Estimated Accuracy
 GE0114;SPC AR N     -   196,660.      539,250.      MT  (+/- 180 meters Scaled)
 GE0114
 GE0114                          SUPERSEDED SURVEY CONTROL
 GE0114
 GE0114  NGVD 29 (??/??/92)   84.555  (m)          277.41   (f) ADJ UNCH    1 2
 GE0114
 GE0114.Superseded values are not recommended for survey control.
 GE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0114.See file dsdata.txt to determine how the superseded data were derived.
 GE0114
 GE0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV292976(NAD 83)
 GE0114_MARKER: DB = BENCH MARK DISK
 GE0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0114_STAMPING: K 32 1933
 GE0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0114+STABILITY: SURFACE MOTION
 GE0114
 GE0114  HISTORY     - Date     Condition        Report By
 GE0114  HISTORY     - 1933     MONUMENTED       CGS
 GE0114  HISTORY     - 1956     GOOD             NGS
 GE0114  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GE0114
 GE0114                          STATION DESCRIPTION
 GE0114
 GE0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0114'3.4 MI NE FROM PARAGOULD.
 GE0114'ABOUT 3.4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0114'FROM THE STATION AT PARAGOULD, ABOUT 0.25 MILE SOUTHWEST OF MILE
 GE0114'POLE 100, AT CROSSING OF AN EAST-WEST GRAVEL ROAD (COTTON BELT
 GE0114'ROAD), 40 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 44 FEET
 GE0114'SOUTH-SOUTHEAST OF CENTER OF CROSSING OF ROAD, 27 FEET SOUTH OF
 GE0114'CENTER LINE OF ROAD, 24 FEET NORTHWEST OF CENTER LINE OF CEDAR
 GE0114'ROAD LEADING SOUTHWEST, 13 FEET EAST OF TELEPHONE POLE NO. 100/07,
 GE0114'6 FEET WEST-NORTHWEST OF A POWER POLE, 4 FEET NORTHWEST OF A
 GE0114'FENCE LINE, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE
 GE0114'TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- MARK IS ABOUT
 GE0114'0.1 MILE EAST OF COTTON BELT MISSIONARY BAPTIST CHURCH.
 GE0114
 GE0114                          STATION RECOVERY (2002)
 GE0114
 GE0114'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0361 ***********************************************************************
 GF0361  DESIGNATION -  K 35
 GF0361  PID         -  GF0361
 GF0361  STATE/COUNTY-  AR/CARROLL
 GF0361  USGS QUAD   -  BLUE EYE (1972)
 GF0361
 GF0361                         *CURRENT SURVEY CONTROL
 GF0361  ___________________________________________________________________
 GF0361* NAD 83(1986)-  36 29 51.     (N)    093 23 57.     (W)     SCALED    
 GF0361* NAVD 88     -       394.933  (meters)    1295.71   (feet)  ADJUSTED  
 GF0361  ___________________________________________________________________
 GF0361  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GF0361  DYNAMIC HT  -         394.587 (meters)    1294.57  (feet)  COMP
 GF0361  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 GF0361
 GF0361  VERT ORDER  -  SECOND    CLASS 0
 GF0361
 GF0361.The horizontal coordinates were scaled from a topographic map and have
 GF0361.an estimated accuracy of +/- 6 seconds.
 GF0361
 GF0361.The orthometric height was determined by differential leveling
 GF0361.and adjusted by the National Geodetic Survey in June 1991..
 GF0361
 GF0361.The geoid height was determined by GEOID03.
 GF0361
 GF0361.The dynamic height is computed by dividing the NAVD 88
 GF0361.geopotential number by the normal gravity value computed on the
 GF0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0361.degrees latitude (g = 980.6199 gals.).
 GF0361
 GF0361.The modeled gravity was interpolated from observed gravity values.
 GF0361
 GF0361;                    North         East    Units  Estimated Accuracy
 GF0361;SPC AR N     -   241,000.      274,640.      MT  (+/- 180 meters Scaled)
 GF0361
 GF0361                          SUPERSEDED SURVEY CONTROL
 GF0361
 GF0361  NGVD 29 (??/??/92)  394.800  (m)         1295.27   (f) ADJ UNCH    2 0
 GF0361
 GF0361.Superseded values are not recommended for survey control.
 GF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0361.See file dsdata.txt to determine how the superseded data were derived.
 GF0361
 GF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA642392(NAD 83)
 GF0361_MARKER: DB = BENCH MARK DISK
 GF0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0361_SP_SET: BUILDING
 GF0361_STAMPING: K-35 1934
 GF0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0361
 GF0361  HISTORY     - Date     Condition        Report By
 GF0361  HISTORY     - 1934     MONUMENTED       CGS
 GF0361  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0361  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GF0361  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GF0361  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GF0361
 GF0361                          STATION DESCRIPTION
 GF0361
 GF0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0361'IN BLUE EYE.
 GF0361'IN THE TOWN OF BLUE EYE, MO ABOUT .1 MILE WEST OF STATE HWY.
 GF0361'21, 1 BLOCK SOUTH OF MISSOURI-ARKANSAS STATE LINE, SET IN NORTH
 GF0361'FACE OF NORTHEAST CORNER OF MISSOURI-ARKANSAS ACADEMY, 1.4 FEET
 GF0361'FROM CORNER AND 4.3 FEET ABOVE THE GROUND.  TABLET SET
 GF0361'VERTICALLY IN RED BRICK BUILDING.
 GF0361
 GF0361                          STATION RECOVERY (1987)
 GF0361
 GF0361'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0361'MARK NOT FOUND.
 GF0361
 GF0361                          STATION RECOVERY (1988)
 GF0361
 GF0361'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 GF0361'MARK NOT FOUND.
 GF0361
 GF0361                          STATION RECOVERY (1989)
 GF0361
 GF0361'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 GF0361'MARK NOT FOUND.
 GF0361
 GF0361                          STATION RECOVERY (1990)
 GF0361
 GF0361'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 GF0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0077 ***********************************************************************
 GF0077  DESIGNATION -  K 36
 GF0077  PID         -  GF0077
 GF0077  STATE/COUNTY-  AR/BAXTER
 GF0077  USGS QUAD   -  MIDWAY (1981)
 GF0077
 GF0077                         *CURRENT SURVEY CONTROL
 GF0077  ___________________________________________________________________
 GF0077* NAD 83(1986)-  36 28 02.     (N)    092 28 02.     (W)     SCALED    
 GF0077* NAVD 88     -       334.562  (meters)    1097.64   (feet)  ADJUSTED  
 GF0077  ___________________________________________________________________
 GF0077  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0077  DYNAMIC HT  -         334.280 (meters)    1096.72  (feet)  COMP
 GF0077  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GF0077
 GF0077  VERT ORDER  -  SECOND    CLASS 0
 GF0077
 GF0077.The horizontal coordinates were scaled from a topographic map and have
 GF0077.an estimated accuracy of +/- 6 seconds.
 GF0077
 GF0077.The orthometric height was determined by differential leveling
 GF0077.and adjusted by the National Geodetic Survey in June 1991..
 GF0077
 GF0077.The geoid height was determined by GEOID03.
 GF0077
 GF0077.The dynamic height is computed by dividing the NAVD 88
 GF0077.geopotential number by the normal gravity value computed on the
 GF0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0077.degrees latitude (g = 980.6199 gals.).
 GF0077
 GF0077.The modeled gravity was interpolated from observed gravity values.
 GF0077
 GF0077;                    North         East    Units  Estimated Accuracy
 GF0077;SPC AR N     -   236,850.      358,120.      MT  (+/- 180 meters Scaled)
 GF0077
 GF0077                          SUPERSEDED SURVEY CONTROL
 GF0077
 GF0077  NGVD 29 (??/??/92)  334.439  (m)         1097.24   (f) ADJ UNCH    2 0
 GF0077
 GF0077.Superseded values are not recommended for survey control.
 GF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0077.See file dsdata.txt to determine how the superseded data were derived.
 GF0077
 GF0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA477359(NAD 83)
 GF0077_MARKER: DB = BENCH MARK DISK
 GF0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0077_STAMPING: K-36 1934
 GF0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0077+STABILITY: SURFACE MOTION
 GF0077
 GF0077  HISTORY     - Date     Condition        Report By
 GF0077  HISTORY     - 1934     MONUMENTED       CGS
 GF0077
 GF0077                          STATION DESCRIPTION
 GF0077
 GF0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0077'1.2 MI N FROM THREE BROTHERS.
 GF0077'165 FEET NORTH OF JUNCTION OF TWO DIM ROADS EAST AT A CONCRETE
 GF0077'PIPE-CULVERT, 39 FEET EAST OF HIGHWAY CENTERLINE, 10 FEET
 GF0077'NORTHWEST OF OAK TREE 2 FT. IN DIAMETER, 180 FEET SOUTHEAST
 GF0077'OF SOUTH END OF GUARD FENCE AT EAST SIDE OF HIGHWAY.  TABLET
 GF0077'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0127 ***********************************************************************
 GF0127  DESIGNATION -  K 37
 GF0127  PID         -  GF0127
 GF0127  STATE/COUNTY-  AR/MARION
 GF0127  USGS QUAD   -  BRUNO (1967)
 GF0127
 GF0127                         *CURRENT SURVEY CONTROL
 GF0127  ___________________________________________________________________
 GF0127* NAD 83(1986)-  36 13 51.     (N)    092 47 02.     (W)     SCALED    
 GF0127* NAVD 88     -       204.831  (meters)     672.02   (feet)  ADJUSTED  
 GF0127  ___________________________________________________________________
 GF0127  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GF0127  DYNAMIC HT  -         204.649 (meters)     671.42  (feet)  COMP
 GF0127  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 GF0127
 GF0127  VERT ORDER  -  SECOND    CLASS 0
 GF0127
 GF0127.The horizontal coordinates were scaled from a topographic map and have
 GF0127.an estimated accuracy of +/- 6 seconds.
 GF0127
 GF0127.The orthometric height was determined by differential leveling
 GF0127.and adjusted by the National Geodetic Survey in June 1991..
 GF0127
 GF0127.The geoid height was determined by GEOID03.
 GF0127
 GF0127.The dynamic height is computed by dividing the NAVD 88
 GF0127.geopotential number by the normal gravity value computed on the
 GF0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0127.degrees latitude (g = 980.6199 gals.).
 GF0127
 GF0127.The modeled gravity was interpolated from observed gravity values.
 GF0127
 GF0127;                    North         East    Units  Estimated Accuracy
 GF0127;SPC AR N     -   210,800.      329,530.      MT  (+/- 180 meters Scaled)
 GF0127
 GF0127                          SUPERSEDED SURVEY CONTROL
 GF0127
 GF0127  NGVD 29 (??/??/92)  204.713  (m)          671.63   (f) ADJ UNCH    2 0
 GF0127
 GF0127.Superseded values are not recommended for survey control.
 GF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0127.See file dsdata.txt to determine how the superseded data were derived.
 GF0127
 GF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA194095(NAD 83)
 GF0127_MARKER: DB = BENCH MARK DISK
 GF0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0127_SP_SET: WALL
 GF0127_STAMPING: K-37 1934
 GF0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0127
 GF0127  HISTORY     - Date     Condition        Report By
 GF0127  HISTORY     - 1934     MONUMENTED       CGS
 GF0127  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 GF0127
 GF0127                          STATION DESCRIPTION
 GF0127
 GF0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0127'4.4 MI E FROM PYATT.
 GF0127'AT POLE 398-26.5, IN STONE WALL 500 FT. LONG AND 30 FT. HIGH,
 GF0127'8 FEET SOUTH OF RAILROAD CENTERLINE, 3.5 FEET ABOVE THE TOP OF
 GF0127'RAILS.
 GF0127
 GF0127                          STATION RECOVERY (2004)
 GF0127
 GF0127'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0062 ***********************************************************************
 GF0062  DESIGNATION -  K 39
 GF0062  PID         -  GF0062
 GF0062  STATE/COUNTY-  AR/IZARD
 GF0062  USGS QUAD   -  NORFORK DAM SOUTH (1981)
 GF0062
 GF0062                         *CURRENT SURVEY CONTROL
 GF0062  ___________________________________________________________________
 GF0062* NAD 83(1986)-  36 08 09.     (N)    092 12 23.     (W)     SCALED    
 GF0062* NAVD 88     -       112.411  (meters)     368.80   (feet)  ADJUSTED  
 GF0062  ___________________________________________________________________
 GF0062  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GF0062  DYNAMIC HT  -         112.315 (meters)     368.49  (feet)  COMP
 GF0062  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GF0062
 GF0062  VERT ORDER  -  SECOND    CLASS 0
 GF0062
 GF0062.The horizontal coordinates were scaled from a topographic map and have
 GF0062.an estimated accuracy of +/- 6 seconds.
 GF0062
 GF0062.The orthometric height was determined by differential leveling
 GF0062.and adjusted by the National Geodetic Survey in June 1991..
 GF0062
 GF0062.The geoid height was determined by GEOID03.
 GF0062
 GF0062.The dynamic height is computed by dividing the NAVD 88
 GF0062.geopotential number by the normal gravity value computed on the
 GF0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0062.degrees latitude (g = 980.6199 gals.).
 GF0062
 GF0062.The modeled gravity was interpolated from observed gravity values.
 GF0062
 GF0062;                    North         East    Units  Estimated Accuracy
 GF0062;SPC AR N     -   200,000.      381,420.      MT  (+/- 180 meters Scaled)
 GF0062
 GF0062                          SUPERSEDED SURVEY CONTROL
 GF0062
 GF0062  NGVD 29 (??/??/92)  112.309  (m)          368.47   (f) ADJ UNCH    2 0
 GF0062
 GF0062.Superseded values are not recommended for survey control.
 GF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0062.See file dsdata.txt to determine how the superseded data were derived.
 GF0062
 GF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV714993(NAD 83)
 GF0062_MARKER: DB = BENCH MARK DISK
 GF0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0062_SP_SET: BRIDGE
 GF0062_STAMPING: K-39 1934
 GF0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0062
 GF0062  HISTORY     - Date     Condition        Report By
 GF0062  HISTORY     - 1934     MONUMENTED       CGS
 GF0062
 GF0062                          STATION DESCRIPTION
 GF0062
 GF0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0062'5.4 MI NW FROM CALICO ROCK.
 GF0062'60 FEET WEST OF POLE 346-24, 12 FEET NORTH OF RAILROAD CENTERLINE,
 GF0062'1 FT. SOUTH OF NORTH END OF THE EAST ABUTMENT OF BRIDGE NO. 74
 GF0062'OVER MOCCASIN CREEK, 4 FEET BELOW THE TOP OF THE RAILS.  TABLET
 GF0062'SET IN TOP OF CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0025 ***********************************************************************
 FF0025  DESIGNATION -  K 4
 FF0025  PID         -  FF0025
 FF0025  STATE/COUNTY-  AR/POINSETT
 FF0025  USGS QUAD   -  MARKED TREE (1983)
 FF0025
 FF0025                         *CURRENT SURVEY CONTROL
 FF0025  ___________________________________________________________________
 FF0025* NAD 83(1986)-  35 31 01.     (N)    090 23 49.     (W)     SCALED    
 FF0025* NAVD 88     -        68.164  (meters)     223.63   (feet)  ADJUSTED  
 FF0025  ___________________________________________________________________
 FF0025  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FF0025  DYNAMIC HT  -          68.104 (meters)     223.44  (feet)  COMP
 FF0025  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FF0025
 FF0025  VERT ORDER  -  FIRST     CLASS II
 FF0025
 FF0025.The horizontal coordinates were scaled from a topographic map and have
 FF0025.an estimated accuracy of +/- 6 seconds.
 FF0025
 FF0025.The orthometric height was determined by differential leveling
 FF0025.and adjusted by the National Geodetic Survey in June 1991..
 FF0025
 FF0025.The geoid height was determined by GEOID03.
 FF0025
 FF0025.The dynamic height is computed by dividing the NAVD 88
 FF0025.geopotential number by the normal gravity value computed on the
 FF0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0025.degrees latitude (g = 980.6199 gals.).
 FF0025
 FF0025.The modeled gravity was interpolated from observed gravity values.
 FF0025
 FF0025;                    North         East    Units  Estimated Accuracy
 FF0025;SPC AR N     -   132,500.      545,400.      MT  (+/- 180 meters Scaled)
 FF0025
 FF0025                          SUPERSEDED SURVEY CONTROL
 FF0025
 FF0025  NGVD 29 (10/05/93)   68.122  (m)          223.50   (f) ADJUSTED    1 2
 FF0025
 FF0025.Superseded values are not recommended for survey control.
 FF0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0025.See file dsdata.txt to determine how the superseded data were derived.
 FF0025
 FF0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV360334(NAD 83)
 FF0025_MARKER: DB = BENCH MARK DISK
 FF0025_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FF0025+WITH SETTING: PAVEMENT
 FF0025_SP_SET: PARAPET
 FF0025_STAMPING: K 4 1928 223.451
 FF0025_MARK LOGO: CGS   
 FF0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0025+STABILITY: SURFACE MOTION
 FF0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0025+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 FF0025
 FF0025  HISTORY     - Date     Condition        Report By
 FF0025  HISTORY     - 1928     MONUMENTED       CGS
 FF0025  HISTORY     - 1956     GOOD             CGS
 FF0025  HISTORY     - 19920321 GOOD             NGS
 FF0025  HISTORY     - 20020802 GOOD             USACE
 FF0025
 FF0025                          STATION DESCRIPTION
 FF0025
 FF0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0025'1.8 MI SE FROM MARKED TREE.
 FF0025'ABOUT 1.85 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0025'RAILWAY FROM THE STATION AT MARKED TREE, NEAR MILEAGE POLE NO.
 FF0025'449/12, 80 YARDS SOUTHEAST OF NORTHWEST END OF RAILROAD TRESTLE
 FF0025'NO. 449.4, ABOUT 26 YARDS SOUTHWEST OF CENTER OF RAILROAD TRACK
 FF0025'AND TRESTLE, IN THE TOP OF THE NORTHWEST END OF NORTHEAST CONCRETE
 FF0025'BANISTER OF OLD U.S. HIGHWAY 63 BRIDGE OVER DITCH NO. 8 (THE
 FF0025'NORTHWEST ONE OF THREE OLD HIGHWAY BRIDGES), 12 FEET NORTHEAST
 FF0025'OF CENTER LINE OF OLD HIGHWAY AND ABOUT 3 1/2 FEET ABOVE BRIDGE
 FF0025'FLOOR.
 FF0025
 FF0025                          STATION RECOVERY (1992)
 FF0025
 FF0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0025'2.0 KM (1.25 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF0025'FROM THE JUNCTION OF STATE HIGHWAY 308 IN MARKED TREE, IN TOP OF AND
 FF0025'0.5 M (1.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 FF0025'CONCRETE PARAPET OF AN ABANDONED HIGHWAY BRIDGE SPANNING DITCH NUMBER
 FF0025'1, 24.0 M (78.7 FT) SOUTHWEST OF THE NEAR RAIL, 3.7 M (12.1 FT)
 FF0025'NORTHEAST OF THE CENTER OF THE HIGHWAY, AND 1.2 M (3.9 FT) ABOVE THE
 FF0025'LEVEL OF THE HIGHWAY.
 FF0025
 FF0025                          STATION RECOVERY (2002)
 FF0025
 FF0025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0592 ***********************************************************************
 GE0592  DESIGNATION -  K 40 RESET
 GE0592  PID         -  GE0592
 GE0592  STATE/COUNTY-  AR/FULTON
 GE0592  USGS QUAD   -  AGNOS (1981)
 GE0592
 GE0592                         *CURRENT SURVEY CONTROL
 GE0592  ___________________________________________________________________
 GE0592* NAD 83(1986)-  36 16 01.     (N)    091 40 15.     (W)     SCALED    
 GE0592* NAVD 88     -       255.851  (meters)     839.40   (feet)  ADJUSTED  
 GE0592  ___________________________________________________________________
 GE0592  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GE0592  DYNAMIC HT  -         255.636 (meters)     838.70  (feet)  COMP
 GE0592  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 GE0592
 GE0592  VERT ORDER  -  SECOND    CLASS 0
 GE0592
 GE0592.The horizontal coordinates were scaled from a topographic map and have
 GE0592.an estimated accuracy of +/- 6 seconds.
 GE0592
 GE0592.The orthometric height was determined by differential leveling
 GE0592.and adjusted by the National Geodetic Survey in June 1991..
 GE0592
 GE0592.The geoid height was determined by GEOID03.
 GE0592
 GE0592.The dynamic height is computed by dividing the NAVD 88
 GE0592.geopotential number by the normal gravity value computed on the
 GE0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0592.degrees latitude (g = 980.6199 gals.).
 GE0592
 GE0592.The modeled gravity was interpolated from observed gravity values.
 GE0592
 GE0592;                    North         East    Units  Estimated Accuracy
 GE0592;SPC AR N     -   214,580.      429,580.      MT  (+/- 180 meters Scaled)
 GE0592
 GE0592                          SUPERSEDED SURVEY CONTROL
 GE0592
 GE0592  NGVD 29 (??/??/92)  255.738  (m)          839.03   (f) ADJ UNCH    2 0
 GE0592
 GE0592.Superseded values are not recommended for survey control.
 GE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0592.See file dsdata.txt to determine how the superseded data were derived.
 GE0592
 GE0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA193143(NAD 83)
 GE0592_MARKER: DB = BENCH MARK DISK
 GE0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0592_STAMPING: K 40 1934 RESET 1955
 GE0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0592+STABILITY: SURFACE MOTION
 GE0592
 GE0592  HISTORY     - Date     Condition        Report By
 GE0592  HISTORY     - 1955     MONUMENTED       CGS
 GE0592
 GE0592                          STATION DESCRIPTION
 GE0592
 GE0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0592'5.9 MI NW FROM ASH FLAT.
 GE0592'IN FULTON COUNTY, 5.9 MILES NORTHWEST OF ASH FLAT, SHARP COUNTY.
 GE0592'THIS BENCH MARK MAY BE REACHED FROM THE HIGH SCHOOL BY GOING
 GE0592'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11, THENCE 5.0 MILES
 GE0592'NORTHWEST ALONG U.S. HIGHWAY 62.  IT IS 58 FEET SOUTH OF THE
 GE0592'CENTER LINE OF THE HIGHWAY, 35.8 FEET NORTHEAST OF THE
 GE0592'NORTHEAST CORNER OF A WHITE FARMHOUSE, 20 FEET EAST OF A 6-INCH
 GE0592'MAGNOLIA TREE, 20.5 FEET WEST OF A POWER POLE, 8 FEET EAST OF A
 GE0592'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 40 1934
 GE0592'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 GE0592'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0298 ***********************************************************************
 GE0298  DESIGNATION -  K 41
 GE0298  PID         -  GE0298
 GE0298  STATE/COUNTY-  AR/RANDOLPH
 GE0298  USGS QUAD   -  POCAHONTAS (1981)
 GE0298
 GE0298                         *CURRENT SURVEY CONTROL
 GE0298  ___________________________________________________________________
 GE0298* NAD 83(1986)-  36 20 18.     (N)    090 56 32.     (W)     SCALED    
 GE0298* NAVD 88     -        87.179  (meters)     286.02   (feet)  ADJUSTED  
 GE0298  ___________________________________________________________________
 GE0298  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE0298  DYNAMIC HT  -          87.109 (meters)     285.79  (feet)  COMP
 GE0298  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GE0298
 GE0298  VERT ORDER  -  SECOND    CLASS 0
 GE0298
 GE0298.The horizontal coordinates were scaled from a topographic map and have
 GE0298.an estimated accuracy of +/- 6 seconds.
 GE0298
 GE0298.The orthometric height was determined by differential leveling
 GE0298.and adjusted by the National Geodetic Survey in June 1991..
 GE0298
 GE0298.The geoid height was determined by GEOID03.
 GE0298
 GE0298.The dynamic height is computed by dividing the NAVD 88
 GE0298.geopotential number by the normal gravity value computed on the
 GE0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0298.degrees latitude (g = 980.6199 gals.).
 GE0298
 GE0298.The modeled gravity was interpolated from observed gravity values.
 GE0298
 GE0298;                    North         East    Units  Estimated Accuracy
 GE0298;SPC AR N     -   222,960.      494,960.      MT  (+/- 180 meters Scaled)
 GE0298
 GE0298                          SUPERSEDED SURVEY CONTROL
 GE0298
 GE0298  NGVD 29 (??/??/92)   87.112  (m)          285.80   (f) ADJ UNCH    2 0
 GE0298
 GE0298.Superseded values are not recommended for survey control.
 GE0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0298.See file dsdata.txt to determine how the superseded data were derived.
 GE0298
 GE0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA846234(NAD 83)
 GE0298_MARKER: DB = BENCH MARK DISK
 GE0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0298_SP_SET: CULVERT
 GE0298_STAMPING: K 41 1934
 GE0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0298
 GE0298  HISTORY     - Date     Condition        Report By
 GE0298  HISTORY     - 1934     MONUMENTED       CGS
 GE0298  HISTORY     - 1966     MARK NOT FOUND   NGS
 GE0298
 GE0298                          STATION DESCRIPTION
 GE0298
 GE0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GE0298'6.1 MI N FROM POCAHONTAS.
 GE0298'6.1 MILES NORTH ALONG STATE HIGHWAY 115 FROM THE COUNTY COURTHOUSE
 GE0298'AT POCAHONTAS, RANDOLPH COUNTY, ABOUT 300 FEET SOUTH OF THE BRIDGE
 GE0298'OVER FOURCHE CREEK, ABOUT 150 FEET SOUTH OF THE JUNCTION WITH
 GE0298'A ROAD LEADING WEST, AT 24-INCH BY 39-FOOT CONCRETE PIPE CULVERT
 GE0298'684+28, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD
 GE0298'WALL, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GE0298'STAMPED K 41 1934.  NOTE-- HIGHWAY HAS BEEN WIDENED AND PAVED
 GE0298'AND THERE IS EVIDENCE THAT A NEW CULVERT HAS BEEN CONSTRUCTED.
 GE0298'BENCHMARK HAS PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1133 ***********************************************************************
 FF1133  DESIGNATION -  K 43
 FF1133  PID         -  FF1133
 FF1133  STATE/COUNTY-  AR/INDEPENDENCE
 FF1133  USGS QUAD   -  NEWARK (1981)
 FF1133
 FF1133                         *CURRENT SURVEY CONTROL
 FF1133  ___________________________________________________________________
 FF1133* NAD 83(1986)-  35 40 58.     (N)    091 23 42.     (W)     SCALED    
 FF1133* NAVD 88     -        71.736  (meters)     235.35   (feet)  ADJUSTED  
 FF1133  ___________________________________________________________________
 FF1133  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF1133  DYNAMIC HT  -          71.675 (meters)     235.15  (feet)  COMP
 FF1133  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 FF1133
 FF1133  VERT ORDER  -  SECOND    CLASS 0
 FF1133
 FF1133.The horizontal coordinates were scaled from a topographic map and have
 FF1133.an estimated accuracy of +/- 6 seconds.
 FF1133
 FF1133.The orthometric height was determined by differential leveling
 FF1133.and adjusted by the National Geodetic Survey in June 1991..
 FF1133
 FF1133.The geoid height was determined by GEOID03.
 FF1133
 FF1133.The dynamic height is computed by dividing the NAVD 88
 FF1133.geopotential number by the normal gravity value computed on the
 FF1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1133.degrees latitude (g = 980.6199 gals.).
 FF1133
 FF1133.The modeled gravity was interpolated from observed gravity values.
 FF1133
 FF1133;                    North         East    Units  Estimated Accuracy
 FF1133;SPC AR N     -   149,880.      454,760.      MT  (+/- 180 meters Scaled)
 FF1133
 FF1133                          SUPERSEDED SURVEY CONTROL
 FF1133
 FF1133  NGVD 29 (??/??/??)   71.666  (m)          235.12   (f) ADJUSTED    2 0
 FF1133
 FF1133.Superseded values are not recommended for survey control.
 FF1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1133.See file dsdata.txt to determine how the superseded data were derived.
 FF1133
 FF1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV452499(NAD 83)
 FF1133_MARKER: DB = BENCH MARK DISK
 FF1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1133_STAMPING: K 43 1935
 FF1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1133+STABILITY: SURFACE MOTION
 FF1133
 FF1133  HISTORY     - Date     Condition        Report By
 FF1133  HISTORY     - 1935     MONUMENTED       CGS
 FF1133  HISTORY     - 1956     MARK NOT FOUND   USGS
 FF1133
 FF1133                          STATION DESCRIPTION
 FF1133
 FF1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1133'1.9 MI W FROM PAROQUET.
 FF1133'ABOUT 1.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1133'THE STATION AT PAROQUET, INDEPENDENCE COUNTY, ABOUT 26.2 FEET
 FF1133'WEST OF THE FOURTEENTH POLE WEST OF MILEPOST 267, 33 FEET NORTH
 FF1133'OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 FF1133'TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 43 1935 AND SET IN
 FF1133'THE TOP OF A CONCRETE POST.  NOTE--THE GRADE OF THE RR WAS RAISED
 FF1133'ABOUT 1945 ABOUT 2 FEET, ASSUMED THAT THE MARK WAS DESTROYED
 FF1133'AT THAT TIME-PORTIONS OF THE CONCRETE POST FOUND AT THE DESCRIBED
 FF1133'POSITION.
 FF1133
 FF1133                          STATION RECOVERY (1956)
 FF1133
 FF1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FF1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0941 ***********************************************************************
 FF0941  DESIGNATION -  K 44
 FF0941  PID         -  FF0941
 FF0941  STATE/COUNTY-  AR/LAWRENCE
 FF0941  USGS QUAD   -  STRAWBERRY (1980)
 FF0941
 FF0941                         *CURRENT SURVEY CONTROL
 FF0941  ___________________________________________________________________
 FF0941* NAD 83(1986)-  35 59 21.     (N)    091 16 21.     (W)     SCALED    
 FF0941* NAVD 88     -       100.768  (meters)     330.60   (feet)  ADJUSTED  
 FF0941  ___________________________________________________________________
 FF0941  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FF0941  DYNAMIC HT  -         100.682 (meters)     330.32  (feet)  COMP
 FF0941  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 FF0941
 FF0941  VERT ORDER  -  SECOND    CLASS 0
 FF0941
 FF0941.The horizontal coordinates were scaled from a topographic map and have
 FF0941.an estimated accuracy of +/- 6 seconds.
 FF0941
 FF0941.The orthometric height was determined by differential leveling
 FF0941.and adjusted by the National Geodetic Survey in June 1991..
 FF0941
 FF0941.The geoid height was determined by GEOID03.
 FF0941
 FF0941.The dynamic height is computed by dividing the NAVD 88
 FF0941.geopotential number by the normal gravity value computed on the
 FF0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0941.degrees latitude (g = 980.6199 gals.).
 FF0941
 FF0941.The modeled gravity was interpolated from observed gravity values.
 FF0941
 FF0941;                    North         East    Units  Estimated Accuracy
 FF0941;SPC AR N     -   183,950.      465,600.      MT  (+/- 180 meters Scaled)
 FF0941
 FF0941                          SUPERSEDED SURVEY CONTROL
 FF0941
 FF0941  NGVD 29 (??/??/??)  100.679  (m)          330.31   (f) ADJUSTED    2 0
 FF0941
 FF0941.Superseded values are not recommended for survey control.
 FF0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0941.See file dsdata.txt to determine how the superseded data were derived.
 FF0941
 FF0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV557841(NAD 83)
 FF0941_MARKER: DB = BENCH MARK DISK
 FF0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0941_STAMPING: K 44 1935 330.311
 FF0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0941+STABILITY: SURFACE MOTION
 FF0941
 FF0941  HISTORY     - Date     Condition        Report By
 FF0941  HISTORY     - 1935     MONUMENTED       CGS
 FF0941  HISTORY     - 1949     GOOD             CGS
 FF0941  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0941
 FF0941                          STATION DESCRIPTION
 FF0941
 FF0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0941'3.5 MI NE FROM STRAWBERRY.
 FF0941'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT
 FF0941'STRAWBERRY, ABOUT 0.1 MILE NORTHEAST OF THE SUMMIT OF A HILL,
 FF0941'AT THE T.J. SPOTT FARMHOUSE, 29 FEET SOUTHWEST OF THE GATE TO
 FF0941'THE FARMYARD, 39.2 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FF0941'HIGHWAY, AND 1 FOOT NORTHWEST OF THE PROPERTY LINE FENCE.  A
 FF0941'STANDARD DISK, STAMPED K 44 1935 AND SET IN THE TOP OF A CONCRETE
 FF0941'POST.  NOTE-- A METAL WITNESS POST WAS SET 3 FEET NORTH OF THE MARK.
 FF0941
 FF0941                          STATION RECOVERY (2002)
 FF0941
 FF0941'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1281 ***********************************************************************
 FG1281  DESIGNATION -  K 46
 FG1281  PID         -  FG1281
 FG1281  STATE/COUNTY-  AR/LOGAN
 FG1281  USGS QUAD   -  BLUE MOUNTAIN (1966)
 FG1281
 FG1281                         *CURRENT SURVEY CONTROL
 FG1281  ___________________________________________________________________
 FG1281* NAD 83(1986)-  35 07 36.     (N)    093 38 51.     (W)     SCALED    
 FG1281* NAVD 88     -       153.448  (meters)     503.44   (feet)  ADJUSTED  
 FG1281  ___________________________________________________________________
 FG1281  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FG1281  DYNAMIC HT  -         153.297 (meters)     502.94  (feet)  COMP
 FG1281  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 FG1281
 FG1281  VERT ORDER  -  SECOND    CLASS 0
 FG1281
 FG1281.The horizontal coordinates were scaled from a topographic map and have
 FG1281.an estimated accuracy of +/- 6 seconds.
 FG1281
 FG1281.The orthometric height was determined by differential leveling
 FG1281.and adjusted by the National Geodetic Survey in June 1991..
 FG1281
 FG1281.The geoid height was determined by GEOID03.
 FG1281
 FG1281.The dynamic height is computed by dividing the NAVD 88
 FG1281.geopotential number by the normal gravity value computed on the
 FG1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1281.degrees latitude (g = 980.6199 gals.).
 FG1281
 FG1281.The modeled gravity was interpolated from observed gravity values.
 FG1281
 FG1281;                    North         East    Units  Estimated Accuracy
 FG1281;SPC AR N     -    89,270.      249,850.      MT  (+/- 180 meters Scaled)
 FG1281
 FG1281                          SUPERSEDED SURVEY CONTROL
 FG1281
 FG1281  NGVD 29 (??/??/92)  153.387  (m)          503.24   (f) ADJ UNCH    2 0
 FG1281
 FG1281.Superseded values are not recommended for survey control.
 FG1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1281.See file dsdata.txt to determine how the superseded data were derived.
 FG1281
 FG1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU410872(NAD 83)
 FG1281_MARKER: DB = BENCH MARK DISK
 FG1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1281_STAMPING: K-46 1934
 FG1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1281+STABILITY: SURFACE MOTION
 FG1281
 FG1281  HISTORY     - Date     Condition        Report By
 FG1281  HISTORY     - 1934     MONUMENTED       CGS
 FG1281  HISTORY     - 1964     MARK NOT FOUND   USGS
 FG1281
 FG1281                          STATION DESCRIPTION
 FG1281
 FG1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1281'1.2 MI W FROM WAVELAND.
 FG1281'1.2 MILE WEST OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 0.25
 FG1281'MILE WEST OF RAILROAD OVER-HEADBRIDGE OVER STATE HWY. NO. 10. ABOUT
 FG1281'0.2 MILE EAST OF M.P. 236.  ABOUT 0.1 MILE WEST OF STATION SIGN. 31.9
 FG1281'FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. 3.4
 FG1281'FEET NORTH OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST
 FG1281'CONCRETE POST.  NOTE-- THE MARK WAS ALSO NOT RECOVERED IN 1959.
 FG1281
 FG1281                          STATION RECOVERY (1964)
 FG1281
 FG1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FG1281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1069 ***********************************************************************
 FG1069  DESIGNATION -  K 47
 FG1069  PID         -  FG1069
 FG1069  STATE/COUNTY-  AR/POPE
 FG1069  USGS QUAD   -  DOVER (1993)
 FG1069
 FG1069                         *CURRENT SURVEY CONTROL
 FG1069  ___________________________________________________________________
 FG1069* NAD 83(1986)-  35 24 10.     (N)    093 07 16.     (W)     SCALED    
 FG1069* NAVD 88     -       126.813  (meters)     416.05   (feet)  ADJUSTED  
 FG1069  ___________________________________________________________________
 FG1069  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FG1069  DYNAMIC HT  -         126.695 (meters)     415.67  (feet)  COMP
 FG1069  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 FG1069
 FG1069  VERT ORDER  -  SECOND    CLASS 0
 FG1069
 FG1069.The horizontal coordinates were scaled from a topographic map and have
 FG1069.an estimated accuracy of +/- 6 seconds.
 FG1069
 FG1069.The orthometric height was determined by differential leveling
 FG1069.and adjusted by the National Geodetic Survey in June 1991..
 FG1069
 FG1069.The geoid height was determined by GEOID03.
 FG1069
 FG1069.The dynamic height is computed by dividing the NAVD 88
 FG1069.geopotential number by the normal gravity value computed on the
 FG1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1069.degrees latitude (g = 980.6199 gals.).
 FG1069
 FG1069.The modeled gravity was interpolated from observed gravity values.
 FG1069
 FG1069;                    North         East    Units  Estimated Accuracy
 FG1069;SPC AR N     -   119,230.      298,170.      MT  (+/- 180 meters Scaled)
 FG1069
 FG1069                          SUPERSEDED SURVEY CONTROL
 FG1069
 FG1069  NGVD 29 (??/??/92)  126.764  (m)          415.89   (f) ADJ UNCH    2 0
 FG1069
 FG1069.Superseded values are not recommended for survey control.
 FG1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1069.See file dsdata.txt to determine how the superseded data were derived.
 FG1069
 FG1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV890177(NAD 83)
 FG1069_MARKER: DB = BENCH MARK DISK
 FG1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1069_STAMPING: K-47 1934
 FG1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1069+STABILITY: SURFACE MOTION
 FG1069
 FG1069  HISTORY     - Date     Condition        Report By
 FG1069  HISTORY     - 1934     MONUMENTED       CGS
 FG1069  HISTORY     - 1935     GOOD             NGS
 FG1069  HISTORY     - 1965     MARK NOT FOUND   LOCSUR
 FG1069  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG1069
 FG1069                          STATION DESCRIPTION
 FG1069
 FG1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1069'IN DOVER.
 FG1069'IN THE TOWN OF DOVER, .3 MILE WEST OF DOVER SCHOOL.  200 FEET EAST OF
 FG1069'FIRST TURN IN HIGHWAY WEST OF SCHOOL.  64.8 FEET SOUTHEAST OF
 FG1069'SOUTHEAST CORNER OF BROWN HOUSE WITH WHITE TRIMMINGS, PROPERTY OF R.L.
 FG1069'LOYD.  39 FEET NORTH OF CENTERLINE OF ST. HWY. 7.  2.8 FT. NORTHWEST
 FG1069'OF SOUTHWEST PASTURE FENCE CORNER.  TABLET SET IN PRECAST CONCRETE
 FG1069'POST.
 FG1069
 FG1069                          STATION RECOVERY (1965)
 FG1069
 FG1069'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 FG1069'MARK NOT FOUND.
 FG1069
 FG1069                          STATION RECOVERY (1989)
 FG1069
 FG1069'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0050 ***********************************************************************
 FG0050  DESIGNATION -  K 48
 FG0050  PID         -  FG0050
 FG0050  STATE/COUNTY-  AR/VAN BUREN
 FG0050  USGS QUAD   -  CLINTON (1981)
 FG0050
 FG0050                         *CURRENT SURVEY CONTROL
 FG0050  ___________________________________________________________________
 FG0050* NAD 83(1986)-  35 36 25.     (N)    092 24 40.     (W)     SCALED    
 FG0050* NAVD 88     -       157.725  (meters)     517.47   (feet)  ADJUSTED  
 FG0050  ___________________________________________________________________
 FG0050  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FG0050  DYNAMIC HT  -         157.582 (meters)     517.00  (feet)  COMP
 FG0050  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FG0050
 FG0050  VERT ORDER  -  SECOND    CLASS 0
 FG0050
 FG0050.The horizontal coordinates were scaled from a topographic map and have
 FG0050.an estimated accuracy of +/- 6 seconds.
 FG0050
 FG0050.The orthometric height was determined by differential leveling
 FG0050.and adjusted by the National Geodetic Survey in June 1991..
 FG0050
 FG0050.The geoid height was determined by GEOID03.
 FG0050
 FG0050.The dynamic height is computed by dividing the NAVD 88
 FG0050.geopotential number by the normal gravity value computed on the
 FG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0050.degrees latitude (g = 980.6199 gals.).
 FG0050
 FG0050.The modeled gravity was interpolated from observed gravity values.
 FG0050
 FG0050;                    North         East    Units  Estimated Accuracy
 FG0050;SPC AR N     -   141,370.      362,750.      MT  (+/- 180 meters Scaled)
 FG0050
 FG0050                          SUPERSEDED SURVEY CONTROL
 FG0050
 FG0050  NGVD 29 (??/??/92)  157.637  (m)          517.18   (f) ADJ UNCH    2 0
 FG0050
 FG0050.Superseded values are not recommended for survey control.
 FG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0050.See file dsdata.txt to determine how the superseded data were derived.
 FG0050
 FG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV533405(NAD 83)
 FG0050_MARKER: DB = BENCH MARK DISK
 FG0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0050_STAMPING: K-48 1934
 FG0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0050+STABILITY: SURFACE MOTION
 FG0050
 FG0050  HISTORY     - Date     Condition        Report By
 FG0050  HISTORY     - 1934     MONUMENTED       CGS
 FG0050  HISTORY     - 1935     GOOD             NGS
 FG0050  HISTORY     - 1973     POOR             USGS
 FG0050
 FG0050                          STATION DESCRIPTION
 FG0050
 FG0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0050'3.8 MI E FROM CLINTON.
 FG0050'3.8 MILES EAST OF CLINTON, FROM JUNCTION OF HIGHWAYS U.S. 65 AND STATE
 FG0050'NO. 95, ALONG STATE HWY. NO. 9.  ABOUT 150 FEET NORTHEAST OF HENRY
 FG0050'SMITHS FARM HOUSE.  ABOUT 105 FEET WEST OF WEST END OF BARN.  46 FEET
 FG0050'NORTH OF CENTERLINE OF STATE HWY. NO. 9.  5.6 FEET EAST OF EAST END OF
 FG0050'WOODEN GATE.  1.5 FEET SOUTH OF FENCE PARALLELING HIGHWAY. TABLET SET
 FG0050'IN PRECAST CONCRETE POST.  NOTE-- BM WAS FOUND LOOSE IN GROUND. IT IS
 FG0050'BROKEN OFF ABOUT 2 1/2 FT. BELOW GROUND.  THE LOWER PORTION IS STILL
 FG0050'IN TACT.
 FG0050
 FG0050                          STATION RECOVERY (1973)
 FG0050
 FG0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FG0050'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0353 ***********************************************************************
 FG0353  DESIGNATION -  K 49
 FG0353  PID         -  FG0353
 FG0353  STATE/COUNTY-  AR/CONWAY
 FG0353  USGS QUAD   -  MORRILTON EAST (1990)
 FG0353
 FG0353                         *CURRENT SURVEY CONTROL
 FG0353  ___________________________________________________________________
 FG0353* NAD 83(1986)-  35 11 01.     (N)    092 44 08.     (W)     SCALED    
 FG0353* NAVD 88     -       111.071  (meters)     364.41   (feet)  ADJUSTED  
 FG0353  ___________________________________________________________________
 FG0353  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FG0353  DYNAMIC HT  -         110.966 (meters)     364.06  (feet)  COMP
 FG0353  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FG0353
 FG0353  VERT ORDER  -  SECOND    CLASS 0
 FG0353
 FG0353.The horizontal coordinates were scaled from a topographic map and have
 FG0353.an estimated accuracy of +/- 6 seconds.
 FG0353
 FG0353.The orthometric height was determined by differential leveling
 FG0353.and adjusted by the National Geodetic Survey in June 1991..
 FG0353
 FG0353.The geoid height was determined by GEOID03.
 FG0353
 FG0353.The dynamic height is computed by dividing the NAVD 88
 FG0353.geopotential number by the normal gravity value computed on the
 FG0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0353.degrees latitude (g = 980.6199 gals.).
 FG0353
 FG0353.The modeled gravity was interpolated from observed gravity values.
 FG0353
 FG0353;                    North         East    Units  Estimated Accuracy
 FG0353;SPC AR N     -    94,580.      333,010.      MT  (+/- 180 meters Scaled)
 FG0353
 FG0353                          SUPERSEDED SURVEY CONTROL
 FG0353
 FG0353  NGVD 29 (??/??/92)  111.092  (m)          364.47   (f) ADJ UNCH    2 0
 FG0353
 FG0353.Superseded values are not recommended for survey control.
 FG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0353.See file dsdata.txt to determine how the superseded data were derived.
 FG0353
 FG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU240934(NAD 83)
 FG0353_MARKER: DB = BENCH MARK DISK
 FG0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0353_STAMPING: K-49 1934
 FG0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0353+STABILITY: SURFACE MOTION
 FG0353
 FG0353  HISTORY     - Date     Condition        Report By
 FG0353  HISTORY     - 1934     MONUMENTED       CGS
 FG0353  HISTORY     - 1958     MARK NOT FOUND   NGS
 FG0353  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0353
 FG0353                          STATION DESCRIPTION
 FG0353
 FG0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0353'2.3 MI N FROM MORRILTON.
 FG0353'MARK SET IN RIGHT ANGLE CURVE IN HWY. NO. 95.  ABOUT 450 FEET
 FG0353'SOUTHEAST OF FARM HOUSE.  ABOUT 103 FEET SOUTH OF CENTERLINE OF JCT.
 FG0353'OF HWY. NO. 95 AND ROAD LEADING SOUTHEAST.  51.4 FEET SOUTHEAST OF
 FG0353'CENTERLINE OF ST.HWY. NO. 95.  23.2 FEET WEST OF NORTHEAST FENCE
 FG0353'CORNER AND 24-INCH IN DIAMETER OAK TREE.  1.6 FEET NORTH OF FENCE
 FG0353'RUNNING EAST AND WEST.  TABLET SET IN PRECAST CONCRETE POST.  NOTE--
 FG0353'TREE NOTED IS NO LONGER THERE.  MARK IS 13.3 FT. NW OF WPA ROAD
 FG0353'MARKER, 57 FT. NE. OF A 10-INCH RED OAK TREE.
 FG0353
 FG0353                          STATION RECOVERY (1958)
 FG0353
 FG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FG0353'MARK NOT FOUND.
 FG0353
 FG0353                          STATION RECOVERY (1984)
 FG0353
 FG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0475 ***********************************************************************
 GF0475  DESIGNATION -  K 51 RESET
 GF0475  PID         -  GF0475
 GF0475  STATE/COUNTY-  AR/MADISON
 GF0475  USGS QUAD   -  HUNTSVILLE (1973)
 GF0475
 GF0475                         *CURRENT SURVEY CONTROL
 GF0475  ___________________________________________________________________
 GF0475* NAD 83(1986)-  36 02 23.     (N)    093 42 23.     (W)     SCALED    
 GF0475* NAVD 88     -       401.96   (meters)    1318.8    (feet)  RESET     
 GF0475  ___________________________________________________________________
 GF0475  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GF0475
 GF0475  VERT ORDER  -  THIRD
 GF0475
 GF0475.The horizontal coordinates were scaled from a topographic map and have
 GF0475.an estimated accuracy of +/- 6 seconds.
 GF0475
 GF0475.The orthometric height was computed from unverified reset data.
 GF0475
 GF0475.The geoid height was determined by GEOID03.
 GF0475
 GF0475;                    North         East    Units  Estimated Accuracy
 GF0475;SPC AR N     -   190,650.      246,240.      MT  (+/- 180 meters Scaled)
 GF0475
 GF0475                          SUPERSEDED SURVEY CONTROL
 GF0475
 GF0475.No superseded survey control is available for this station.
 GF0475
 GF0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV363885(NAD 83)
 GF0475_MARKER: DB = BENCH MARK DISK
 GF0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0475_SP_SET: CULVERT
 GF0475_STAMPING: K 51 RESET 1962
 GF0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0475
 GF0475  HISTORY     - Date     Condition        Report By
 GF0475  HISTORY     - 1962     MONUMENTED       CGS
 GF0475
 GF0475                          STATION DESCRIPTION
 GF0475
 GF0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GF0475'4 MI S FROM HUNTSVILLE.
 GF0475'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE
 GF0475'AT HUNTSVILLE, ABOUT 55 FEET NORTHWEST OF THE NORTHWEST END OF
 GF0475'THE OLD STEEL BRIDGE OVER WAR EAGLE CREEK, IN THE CENTER OF THE
 GF0475'EAST HEADWALL OF A CONCRETE CULVERT AND 18 FEET EAST OF THE
 GF0475'CENTERLINE OF THE OLD HIGHWAY.  THIS IS ON THE WEST BANK OF THE
 GF0475'CREEK AND BETWEEN CREEK AND OLD HIGHWAY.  A NEW BRIDGE IS BEING
 GF0475'BUILT OVER WAR EAGLE CREEK TO THE NORTHEAST OF FORMER LOCATION
 GF0475'SO A SECTION OF THE HIGHWAY WILL BE RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1323 ***********************************************************************
 FG1323  DESIGNATION -  K 52
 FG1323  PID         -  FG1323
 FG1323  STATE/COUNTY-  AR/MADISON
 FG1323  USGS QUAD   -  DURHAM (1973)
 FG1323
 FG1323                         *CURRENT SURVEY CONTROL
 FG1323  ___________________________________________________________________
 FG1323* NAD 83(1986)-  35 55 26.     (N)    093 56 22.     (W)     SCALED    
 FG1323* NAVD 88     -       390.079  (meters)    1279.78   (feet)  ADJUSTED  
 FG1323  ___________________________________________________________________
 FG1323  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG1323  DYNAMIC HT  -         389.720 (meters)    1278.61  (feet)  COMP
 FG1323  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 FG1323
 FG1323  VERT ORDER  -  SECOND    CLASS 0
 FG1323
 FG1323.The horizontal coordinates were scaled from a topographic map and have
 FG1323.an estimated accuracy of +/- 6 seconds.
 FG1323
 FG1323.The orthometric height was determined by differential leveling
 FG1323.and adjusted by the National Geodetic Survey in June 1991..
 FG1323
 FG1323.The geoid height was determined by GEOID03.
 FG1323
 FG1323.The dynamic height is computed by dividing the NAVD 88
 FG1323.geopotential number by the normal gravity value computed on the
 FG1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1323.degrees latitude (g = 980.6199 gals.).
 FG1323
 FG1323.The modeled gravity was interpolated from observed gravity values.
 FG1323
 FG1323;                    North         East    Units  Estimated Accuracy
 FG1323;SPC AR N     -   178,180.      224,980.      MT  (+/- 180 meters Scaled)
 FG1323
 FG1323                          SUPERSEDED SURVEY CONTROL
 FG1323
 FG1323  NGVD 29 (??/??/92)  389.936  (m)         1279.32   (f) ADJ UNCH    2 0
 FG1323
 FG1323.Superseded values are not recommended for survey control.
 FG1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1323.See file dsdata.txt to determine how the superseded data were derived.
 FG1323
 FG1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV152759(NAD 83)
 FG1323_MARKER: DB = BENCH MARK DISK
 FG1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1323_STAMPING: K 52 1934
 FG1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1323+STABILITY: SURFACE MOTION
 FG1323
 FG1323  HISTORY     - Date     Condition        Report By
 FG1323  HISTORY     - 1934     MONUMENTED       CGS
 FG1323  HISTORY     - 19850315 MARK NOT FOUND   USGS
 FG1323  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 FG1323
 FG1323                          STATION DESCRIPTION
 FG1323
 FG1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1323'3.1 MI SE FROM DURHAM.
 FG1323'IN MADISON COUNTY, 3.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN
 FG1323'FRANCISCO RAILWAY FROM THE STATION AT DURHAM, WASHINGTON COUNTY, 4.9
 FG1323'FEET WEST OF THE STATION SIGNBOARD, AT THOMPSON, MADISON COUNTY, 180
 FG1323'FEET SOUTH OF POLE 372+20, 228 FEET NORTHWEST OF THE NORTHWEST END OF
 FG1323'WOODEN TRESTLE 372.7, 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FG1323'J. K. POOL AND SON GENERAL MERCHANDISE STORE, AND 24.5 FEET SOUTHWEST
 FG1323'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED K 52
 FG1323'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FG1323
 FG1323                          STATION RECOVERY (1985)
 FG1323
 FG1323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JLD)
 FG1323'MARK NOT FOUND.
 FG1323
 FG1323                          STATION RECOVERY (1998)
 FG1323
 FG1323'RECOVERY NOTE BY US POWER SQUADRON 1998
 FG1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2396 ***********************************************************************
 EH2396  DESIGNATION -  K 53
 EH2396  PID         -  EH2396
 EH2396  STATE/COUNTY-  AR/LONOKE
 EH2396  USGS QUAD   -  ENGLAND (1982)
 EH2396
 EH2396                         *CURRENT SURVEY CONTROL
 EH2396  ___________________________________________________________________
 EH2396* NAD 83(1986)-  34 32 39.     (N)    091 58 11.     (W)     SCALED    
 EH2396* NAVD 88     -        71.794  (meters)     235.54   (feet)  ADJUSTED  
 EH2396  ___________________________________________________________________
 EH2396  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH2396  DYNAMIC HT  -          71.726 (meters)     235.32  (feet)  COMP
 EH2396  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 EH2396
 EH2396  VERT ORDER  -  SECOND    CLASS 0
 EH2396
 EH2396.The horizontal coordinates were scaled from a topographic map and have
 EH2396.an estimated accuracy of +/- 6 seconds.
 EH2396
 EH2396.The orthometric height was determined by differential leveling
 EH2396.and adjusted by the National Geodetic Survey in June 1991..
 EH2396
 EH2396.The geoid height was determined by GEOID03.
 EH2396
 EH2396.The dynamic height is computed by dividing the NAVD 88
 EH2396.geopotential number by the normal gravity value computed on the
 EH2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2396.degrees latitude (g = 980.6199 gals.).
 EH2396
 EH2396.The modeled gravity was interpolated from observed gravity values.
 EH2396
 EH2396;                    North         East    Units  Estimated Accuracy
 EH2396;SPC AR S     -   608,240.      402,780.      MT  (+/- 180 meters Scaled)
 EH2396
 EH2396                          SUPERSEDED SURVEY CONTROL
 EH2396
 EH2396  NGVD 29 (??/??/??)   71.833  (m)          235.67   (f) ADJUSTED    2 0
 EH2396
 EH2396.Superseded values are not recommended for survey control.
 EH2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2396.See file dsdata.txt to determine how the superseded data were derived.
 EH2396
 EH2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU945229(NAD 83)
 EH2396_MARKER: DB = BENCH MARK DISK
 EH2396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2396_SP_SET: BUILDING
 EH2396_STAMPING: K 53 1934
 EH2396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2396
 EH2396  HISTORY     - Date     Condition        Report By
 EH2396  HISTORY     - 1934     MONUMENTED       CGS
 EH2396  HISTORY     - 20020426 MARK NOT FOUND   USACE
 EH2396  HISTORY     - 20020426 MARK NOT FOUND   USACE
 EH2396
 EH2396                          STATION DESCRIPTION
 EH2396
 EH2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH2396'IN ENGLAND.
 EH2396'AT ENGLAND, LONOKE COUNTY, IN THE WEST BIRCK WALL OF THE ST. LOUIS
 EH2396'SOUTHWESTERN RAILWAY STATION, 104 FEET SOUTH OF POLE 259+25, 14.6 FEET
 EH2396'SOUTH OF THE CENTER OF THE WEST FRONT ENTRANCE TO THE WHITE WAITING
 EH2396'ROOM, 15.8 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, AND 4.2
 EH2396'FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED K 53 1934 AND SET
 EH2396'VERTICALLY.
 EH2396
 EH2396                          STATION RECOVERY (2002)
 EH2396
 EH2396'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2396'MARK NOT FOUND.
 EH2396
 EH2396                          STATION RECOVERY (2002)
 EH2396
 EH2396'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2396'RAIWAY STATION N0 LONGER EXISTS, NOW A PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1682 ***********************************************************************
 EH1682  DESIGNATION -  K 54
 EH1682  PID         -  EH1682
 EH1682  STATE/COUNTY-  AR/JEFFERSON
 EH1682  USGS QUAD   -  ROB ROY (1971)
 EH1682
 EH1682                         *CURRENT SURVEY CONTROL
 EH1682  ___________________________________________________________________
 EH1682* NAD 83(1986)-  34 18 07.     (N)    091 53 01.     (W)     SCALED    
 EH1682* NAVD 88     -        62.950  (meters)     206.53   (feet)  ADJUSTED  
 EH1682  ___________________________________________________________________
 EH1682  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EH1682  DYNAMIC HT  -          62.889 (meters)     206.33  (feet)  COMP
 EH1682  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EH1682
 EH1682  VERT ORDER  -  SECOND    CLASS 0
 EH1682
 EH1682.The horizontal coordinates were scaled from a topographic map and have
 EH1682.an estimated accuracy of +/- 6 seconds.
 EH1682
 EH1682.The orthometric height was determined by differential leveling
 EH1682.and adjusted by the National Geodetic Survey in June 1991..
 EH1682.WARNING-Repeat measurements at this control monument indicate possible
 EH1682.vertical movement.
 EH1682
 EH1682.The geoid height was determined by GEOID03.
 EH1682
 EH1682.The dynamic height is computed by dividing the NAVD 88
 EH1682.geopotential number by the normal gravity value computed on the
 EH1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1682.degrees latitude (g = 980.6199 gals.).
 EH1682
 EH1682.The modeled gravity was interpolated from observed gravity values.
 EH1682
 EH1682;                    North         East    Units  Estimated Accuracy
 EH1682;SPC AR S     -   581,380.      410,710.      MT  (+/- 180 meters Scaled)
 EH1682
 EH1682                          SUPERSEDED SURVEY CONTROL
 EH1682
 EH1682  NGVD 29 (??/??/??)   62.976  (m)          206.61   (f) ADJUSTED    2 0
 EH1682
 EH1682.Superseded values are not recommended for survey control.
 EH1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1682.See file dsdata.txt to determine how the superseded data were derived.
 EH1682
 EH1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT027962(NAD 83)
 EH1682_MARKER: DB = BENCH MARK DISK
 EH1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1682_STAMPING: K-54 1934
 EH1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1682+STABILITY: SURFACE MOTION
 EH1682
 EH1682  HISTORY     - Date     Condition        Report By
 EH1682  HISTORY     - 1934     MONUMENTED       CGS
 EH1682  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1682
 EH1682                          STATION DESCRIPTION
 EH1682
 EH1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1682'1.7 MI N FROM ROB ROY.
 EH1682'1.7 MILES SOUTH OF, ALONG S.L.S. RY. FROM STATION.  88 FEET NORTHWEST
 EH1682'OF M.P. 258-15.  48.2 FEET WEST OF CENTERLINE OF ST. LOUIS
 EH1682'SOUTHWESTERN RY.  30 FEET NORTH OF CENTERLINE OF DIRT ROAD CROSSING.
 EH1682'1.8 FEET EAST OF R/W FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1682
 EH1682                          STATION RECOVERY (1962)
 EH1682
 EH1682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1233 ***********************************************************************
 EH1233  DESIGNATION -  K 55
 EH1233  PID         -  EH1233
 EH1233  STATE/COUNTY-  AR/MONROE
 EH1233  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1233
 EH1233                         *CURRENT SURVEY CONTROL
 EH1233  ___________________________________________________________________
 EH1233* NAD 83(1986)-  34 48 24.     (N)    091 16 13.     (W)     SCALED    
 EH1233* NAVD 88     -        57.946  (meters)     190.11   (feet)  ADJUSTED  
 EH1233  ___________________________________________________________________
 EH1233  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1233  DYNAMIC HT  -          57.892 (meters)     189.93  (feet)  COMP
 EH1233  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 EH1233
 EH1233  VERT ORDER  -  FIRST     CLASS II
 EH1233
 EH1233.The horizontal coordinates were scaled from a topographic map and have
 EH1233.an estimated accuracy of +/- 6 seconds.
 EH1233
 EH1233.The orthometric height was determined by differential leveling
 EH1233.and adjusted by the National Geodetic Survey in June 1991..
 EH1233
 EH1233.The geoid height was determined by GEOID03.
 EH1233
 EH1233.The dynamic height is computed by dividing the NAVD 88
 EH1233.geopotential number by the normal gravity value computed on the
 EH1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1233.degrees latitude (g = 980.6199 gals.).
 EH1233
 EH1233.The modeled gravity was interpolated from observed gravity values.
 EH1233
 EH1233;                    North         East    Units  Estimated Accuracy
 EH1233;SPC AR S     -   637,600.      466,770.      MT  (+/- 180 meters Scaled)
 EH1233
 EH1233                          SUPERSEDED SURVEY CONTROL
 EH1233
 EH1233  NGVD 29 (??/??/??)   57.954  (m)          190.14   (f) ADJUSTED    1 2
 EH1233
 EH1233.Superseded values are not recommended for survey control.
 EH1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1233.See file dsdata.txt to determine how the superseded data were derived.
 EH1233
 EH1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU582529(NAD 83)
 EH1233_MARKER: DB = BENCH MARK DISK
 EH1233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1233_SP_SET: BUILDING
 EH1233_STAMPING: K 55 1935
 EH1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1233+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 EH1233
 EH1233  HISTORY     - Date     Condition        Report By
 EH1233  HISTORY     - 1935     MONUMENTED       CGS
 EH1233  HISTORY     - 1955     GOOD             CGS
 EH1233  HISTORY     - 20030423 GOOD             USACE
 EH1233
 EH1233                          STATION DESCRIPTION
 EH1233
 EH1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1233'3.7 MI NW FROM KEEVIL.
 EH1233'ABOUT 1.85 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE ST.
 EH1233'LOUIS SOUTHWESTERN RAILWAY AT KEEVIL, THENCE ABOUT 1.85 MILES NORTH
 EH1233'ALONG A GRAVEL ROAD (OLD MILITARY ROAD), ABOUT 0.85 MILE NORTH OF A
 EH1233'CROSSROAD, 248 FEET WEST OF CENTER LINE OF ROAD, 135 FEET NORTH OF
 EH1233'CENTER LINE OF A NARROW ROAD WEST, SET VERTICALLY IN THE EAST FACE OF
 EH1233'RED BRICK BUILDING NOW OCCUPIED BY COMMUNITY CENTER AND METHODIST
 EH1233'CHURCH (FORMERLY ALLENDALE SCHOOL BUILDING), 1.4 FEET SOUTH OF
 EH1233'NORTHEAST CORNER OF MAIN PART OF BUILDING AND 4.1 FEET ABOVE GROUND.
 EH1233'MARK IS REACHED FROM THE INTERSECTION OF MAIN AND CYPRESS STREETS IN
 EH1233'BRINKLEY BY GOING ABOUT 4.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 70,
 EH1233'THENCE ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 17, THENCE ABOUT 2.55
 EH1233'MILES SOUTH ALONG A GRAVEL ROAD (OLD MILITARY ROAD).
 EH1233
 EH1233                          STATION RECOVERY (2003)
 EH1233
 EH1233'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1233'MARK IS ON PROPERTY OF CHOCTAW HUNTING CLUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1352 ***********************************************************************
 EH1352  DESIGNATION -  K 57
 EH1352  PID         -  EH1352
 EH1352  STATE/COUNTY-  AR/ARKANSAS
 EH1352  USGS QUAD   -  DE WITT SW (1968)
 EH1352
 EH1352                         *CURRENT SURVEY CONTROL
 EH1352  ___________________________________________________________________
 EH1352* NAD 83(1986)-  34 18 07.     (N)    091 24 08.     (W)     SCALED    
 EH1352* NAVD 88     -        60.645  (meters)     198.97   (feet)  ADJUSTED  
 EH1352  ___________________________________________________________________
 EH1352  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH1352  DYNAMIC HT  -          60.586 (meters)     198.77  (feet)  COMP
 EH1352  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 EH1352
 EH1352  VERT ORDER  -  FIRST     CLASS II
 EH1352
 EH1352.The horizontal coordinates were scaled from a topographic map and have
 EH1352.an estimated accuracy of +/- 6 seconds.
 EH1352
 EH1352.The orthometric height was determined by differential leveling
 EH1352.and adjusted by the National Geodetic Survey in August 1993..
 EH1352
 EH1352.The geoid height was determined by GEOID03.
 EH1352
 EH1352.The dynamic height is computed by dividing the NAVD 88
 EH1352.geopotential number by the normal gravity value computed on the
 EH1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1352.degrees latitude (g = 980.6199 gals.).
 EH1352
 EH1352.The modeled gravity was interpolated from observed gravity values.
 EH1352
 EH1352;                    North         East    Units  Estimated Accuracy
 EH1352;SPC AR S     -   581,530.      455,030.      MT  (+/- 180 meters Scaled)
 EH1352
 EH1352                          SUPERSEDED SURVEY CONTROL
 EH1352
 EH1352  NAVD 88 (06/15/91)   60.710  (m)          199.18   (f) UNKNOWN     1 2
 EH1352  NGVD 29 (??/??/??)   60.718  (m)          199.21   (f) ADJUSTED    1 2
 EH1352
 EH1352.Superseded values are not recommended for survey control.
 EH1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1352.See file dsdata.txt to determine how the superseded data were derived.
 EH1352
 EH1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT470967(NAD 83)
 EH1352_MARKER: DB = BENCH MARK DISK
 EH1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1352_STAMPING: K 57 1935
 EH1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1352+STABILITY: SURFACE MOTION
 EH1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1352+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 EH1352
 EH1352  HISTORY     - Date     Condition        Report By
 EH1352  HISTORY     - 1935     MONUMENTED       CGS
 EH1352  HISTORY     - 1954     GOOD             CGS
 EH1352  HISTORY     - 1976     GOOD             NGS
 EH1352  HISTORY     - 20030521 GOOD             USACE
 EH1352
 EH1352                          STATION DESCRIPTION
 EH1352
 EH1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1352'3.9 MI W FROM DEWITT.
 EH1352'3.9 MILES WEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1352'STATION AT DEWITT, AT BURKS SIDING, 4 1/2 POLES EAST OF MILEPOST 252,
 EH1352'85 FEET NORTHEAST OF THE STATION SIGN, 53 FEET NORTH OF THE NORTH RAIL
 EH1352'OF THE MAIN TRACK, 32 FEET WEST OF THE CENTER LNE OF A NORTH AND SOUTH
 EH1352'ROAD, 6 FEET WEST OF A POWER POLE, 4 FEET NORTH OF A FENCE CORNER, SET
 EH1352'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 EH1352'GROUND, 2 FEET WEST OF A WITNESS POST.
 EH1352
 EH1352                          STATION RECOVERY (1976)
 EH1352
 EH1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1352'RECOVERED IN GOOD CONDITION.
 EH1352
 EH1352                          STATION RECOVERY (2003)
 EH1352
 EH1352'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1352'DATE ON DISK HAS BEEN SCRAPPED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0039 ***********************************************************************
 EK0039  DESIGNATION -  K 58
 EK0039  PID         -  EK0039
 EK0039  STATE/COUNTY-  AR/POLK
 EK0039  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0039
 EK0039                         *CURRENT SURVEY CONTROL
 EK0039  ___________________________________________________________________
 EK0039* NAD 83(1986)-  34 40 46.     (N)    094 17 39.     (W)     SCALED    
 EK0039* NAVD 88     -       441.661  (meters)    1449.02   (feet)  ADJUSTED  
 EK0039  ___________________________________________________________________
 EK0039  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 EK0039  DYNAMIC HT  -         441.175 (meters)    1447.42  (feet)  COMP
 EK0039  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 EK0039
 EK0039  VERT ORDER  -  SECOND    CLASS 0
 EK0039
 EK0039.The horizontal coordinates were scaled from a topographic map and have
 EK0039.an estimated accuracy of +/- 6 seconds.
 EK0039
 EK0039.The orthometric height was determined by differential leveling
 EK0039.and adjusted by the National Geodetic Survey in June 1991..
 EK0039
 EK0039.The geoid height was determined by GEOID03.
 EK0039
 EK0039.The dynamic height is computed by dividing the NAVD 88
 EK0039.geopotential number by the normal gravity value computed on the
 EK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0039.degrees latitude (g = 980.6199 gals.).
 EK0039
 EK0039.The modeled gravity was interpolated from observed gravity values.
 EK0039
 EK0039;                    North         East    Units  Estimated Accuracy
 EK0039;SPC AR S     -   625,600.      189,780.      MT  (+/- 180 meters Scaled)
 EK0039
 EK0039                          SUPERSEDED SURVEY CONTROL
 EK0039
 EK0039  NGVD 29 (??/??/92)  441.535  (m)         1448.60   (f) ADJ UNCH    2 0
 EK0039
 EK0039.Superseded values are not recommended for survey control.
 EK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0039.See file dsdata.txt to determine how the superseded data were derived.
 EK0039
 EK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU814382(NAD 83)
 EK0039_MARKER: DB = BENCH MARK DISK
 EK0039_SETTING: 66 = SET IN ROCK OUTCROP
 EK0039_SP_SET: ROCK LEDGE
 EK0039_STAMPING: K 58 1934
 EK0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0039+STABILITY: POSITION/ELEVATION WELL
 EK0039
 EK0039  HISTORY     - Date     Condition        Report By
 EK0039  HISTORY     - 1934     MONUMENTED       CGS
 EK0039  HISTORY     - 1961     GOOD             NGS
 EK0039
 EK0039                          STATION DESCRIPTION
 EK0039
 EK0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0039'0.5 MI SE FROM EAGLETON.
 EK0039'0.5 MILES SOUTHEAST OF, ALONG K.C.S. RY. FROM STATION.  ABOUT
 EK0039'400 FEET WEST OF M.P. 370, AT EAST END OF LONG CUT AND WEST END
 EK0039'OF SHORT CUT, TOP OF LEDGE ROCK AT NORTH EDGE OF DITCH, LEVEL
 EK0039'WITH TOP OF RAILS, 12 FEET NORTH OF CENTERLINE OF KANSAS CITY
 EK0039'SOUTHERN R.R. TRACK.
 EK0039
 EK0039                          STATION RECOVERY (1961)
 EK0039
 EK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1316 ***********************************************************************
 EJ1316  DESIGNATION -  K 59
 EJ1316  PID         -  EJ1316
 EJ1316  STATE/COUNTY-  AR/HOT SPRING
 EJ1316  USGS QUAD   -  BONNERDALE (1966)
 EJ1316
 EJ1316                         *CURRENT SURVEY CONTROL
 EJ1316  ___________________________________________________________________
 EJ1316* NAD 83(1986)-  34 23 05.     (N)    093 22 55.     (W)     SCALED    
 EJ1316* NAVD 88     -       199.410  (meters)     654.23   (feet)  ADJUSTED  
 EJ1316  ___________________________________________________________________
 EJ1316  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EJ1316  DYNAMIC HT  -         199.209 (meters)     653.57  (feet)  COMP
 EJ1316  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 EJ1316
 EJ1316  VERT ORDER  -  SECOND    CLASS 0
 EJ1316
 EJ1316.The horizontal coordinates were scaled from a topographic map and have
 EJ1316.an estimated accuracy of +/- 6 seconds.
 EJ1316
 EJ1316.The orthometric height was determined by differential leveling
 EJ1316.and adjusted by the National Geodetic Survey in June 1991..
 EJ1316
 EJ1316.The geoid height was determined by GEOID03.
 EJ1316
 EJ1316.The dynamic height is computed by dividing the NAVD 88
 EJ1316.geopotential number by the normal gravity value computed on the
 EJ1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1316.degrees latitude (g = 980.6199 gals.).
 EJ1316
 EJ1316.The modeled gravity was interpolated from observed gravity values.
 EJ1316
 EJ1316;                    North         East    Units  Estimated Accuracy
 EJ1316;SPC AR S     -   591,410.      272,920.      MT  (+/- 180 meters Scaled)
 EJ1316
 EJ1316                          SUPERSEDED SURVEY CONTROL
 EJ1316
 EJ1316  NGVD 29 (??/??/92)  199.387  (m)          654.16   (f) ADJ UNCH    2 0
 EJ1316
 EJ1316.Superseded values are not recommended for survey control.
 EJ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1316.See file dsdata.txt to determine how the superseded data were derived.
 EJ1316
 EJ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU648048(NAD 83)
 EJ1316_MARKER: DB = BENCH MARK DISK
 EJ1316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1316_SP_SET: CULVERT
 EJ1316_STAMPING: K-59 1934
 EJ1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1316
 EJ1316  HISTORY     - Date     Condition        Report By
 EJ1316  HISTORY     - 1934     MONUMENTED       CGS
 EJ1316
 EJ1316                          STATION DESCRIPTION
 EJ1316
 EJ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1316'6.1 MI SW FROM PEARCY.
 EJ1316'6.1 MILES SOUTHWEST OF, ALONG U.S.HWY.70, FROM POST OFFICE BRONZE
 EJ1316'TABLET IN SOUTHWEST HEADWALL OF CULVERT FOR CROSS ROAD.  ABOUT 480
 EJ1316'FEET NORTHEAST OF HIGHWAY BRIDGE WITH CONCRETE SIDE RAILS.  258 FEET
 EJ1316'SOUTHWEST OF SOUTHWEST SIDE OF AMONG THE PINES TOURIST PARK STORE AND
 EJ1316'SERVICE STATION, OWNED BY O.E.KETCHUM.  66.3 FEET SOUTH OF SOUTH
 EJ1316'CORNER OF FENCE AROUND WHITE RESIDENCE.  25.2 FEET SOUTHEAST OF EAST
 EJ1316'FENCE CORNER.  24.9 FEET NORTHWEST OF CENTERLINE OF U.S.HWY.70.  13
 EJ1316'FEET SOUTHWEST OF CENTERLINE OF ROAD TO ALAMO AND MEYERS.  1 FT. ABOVE
 EJ1316'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0109 ***********************************************************************
 GF0109  DESIGNATION -  K 6
 GF0109  PID         -  GF0109
 GF0109  STATE/COUNTY-  AR/BOONE
 GF0109  USGS QUAD   -  EVERTON (1975)
 GF0109
 GF0109                         *CURRENT SURVEY CONTROL
 GF0109  ___________________________________________________________________
 GF0109* NAD 83(1986)-  36 10 03.     (N)    092 56 13.     (W)     SCALED    
 GF0109* NAVD 88     -       315.487  (meters)    1035.06   (feet)  ADJUSTED  
 GF0109  ___________________________________________________________________
 GF0109  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GF0109  DYNAMIC HT  -         315.207 (meters)    1034.14  (feet)  COMP
 GF0109  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 GF0109
 GF0109  VERT ORDER  -  FIRST     CLASS II
 GF0109
 GF0109.The horizontal coordinates were scaled from a topographic map and have
 GF0109.an estimated accuracy of +/- 6 seconds.
 GF0109
 GF0109.The orthometric height was determined by differential leveling
 GF0109.and adjusted by the National Geodetic Survey in June 1991..
 GF0109
 GF0109.The geoid height was determined by GEOID03.
 GF0109
 GF0109.The dynamic height is computed by dividing the NAVD 88
 GF0109.geopotential number by the normal gravity value computed on the
 GF0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0109.degrees latitude (g = 980.6199 gals.).
 GF0109
 GF0109.The modeled gravity was interpolated from observed gravity values.
 GF0109
 GF0109;                    North         East    Units  Estimated Accuracy
 GF0109;SPC AR N     -   203,890.      315,700.      MT  (+/- 180 meters Scaled)
 GF0109
 GF0109                          SUPERSEDED SURVEY CONTROL
 GF0109
 GF0109  NGVD 29 (??/??/92)  315.358  (m)         1034.64   (f) ADJ UNCH    1 2
 GF0109
 GF0109.Superseded values are not recommended for survey control.
 GF0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0109.See file dsdata.txt to determine how the superseded data were derived.
 GF0109
 GF0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA056025(NAD 83)
 GF0109_MARKER: DB = BENCH MARK DISK
 GF0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0109_STAMPING: K 6 1931
 GF0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0109+STABILITY: SURFACE MOTION
 GF0109
 GF0109  HISTORY     - Date     Condition        Report By
 GF0109  HISTORY     - 1931     MONUMENTED       CGS
 GF0109  HISTORY     - 1935     GOOD             NGS
 GF0109
 GF0109                          STATION DESCRIPTION
 GF0109
 GF0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0109'2.4 MI N FROM EVERTON.
 GF0109'ABOUT 2.4 MILE NORTH OF EVERTON R.R. STATION, EVERTON, ALONG
 GF0109'MISSOURI AND NORTH ARKANSAS R.R., ABOUT 2.4 MI. SOUTH OF OLVEY
 GF0109'R.R. STATION, NORTH END OF ROCK RAILROAD CUT, 88.5 FT. EAST OF 1ST
 GF0109'TELEGRAPH POLE NORTH OF MILE POST 139, 51.5 FEET EAST OF M. AND
 GF0109'N.A.R.R. TRACK, 2 FT. EAST OF EAST R/W FENCE, CONCRETE POST
 GF0109'WITH BRONZE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0158 ***********************************************************************
 EK0158  DESIGNATION -  K 60
 EK0158  PID         -  EK0158
 EK0158  STATE/COUNTY-  AR/HOWARD
 EK0158  USGS QUAD   -  DIERKS (1966)
 EK0158
 EK0158                         *CURRENT SURVEY CONTROL
 EK0158  ___________________________________________________________________
 EK0158* NAD 83(1986)-  34 04 02.     (N)    094 03 53.     (W)     SCALED    
 EK0158* NAVD 88     -       107.945  (meters)     354.15   (feet)  ADJUSTED  
 EK0158  ___________________________________________________________________
 EK0158  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EK0158  DYNAMIC HT  -         107.835 (meters)     353.79  (feet)  COMP
 EK0158  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 EK0158
 EK0158  VERT ORDER  -  SECOND    CLASS 0
 EK0158
 EK0158.The horizontal coordinates were scaled from a topographic map and have
 EK0158.an estimated accuracy of +/- 6 seconds.
 EK0158
 EK0158.The orthometric height was determined by differential leveling
 EK0158.and adjusted by the National Geodetic Survey in June 1991..
 EK0158
 EK0158.The geoid height was determined by GEOID03.
 EK0158
 EK0158.The dynamic height is computed by dividing the NAVD 88
 EK0158.geopotential number by the normal gravity value computed on the
 EK0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0158.degrees latitude (g = 980.6199 gals.).
 EK0158
 EK0158.The modeled gravity was interpolated from observed gravity values.
 EK0158
 EK0158;                    North         East    Units  Estimated Accuracy
 EK0158;SPC AR S     -   557,260.      209,430.      MT  (+/- 180 meters Scaled)
 EK0158
 EK0158                          SUPERSEDED SURVEY CONTROL
 EK0158
 EK0158  NGVD 29 (??/??/92)  107.907  (m)          354.02   (f) ADJ UNCH    2 0
 EK0158
 EK0158.Superseded values are not recommended for survey control.
 EK0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0158.See file dsdata.txt to determine how the superseded data were derived.
 EK0158
 EK0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT017701(NAD 83)
 EK0158_MARKER: DB = BENCH MARK DISK
 EK0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0158_STAMPING: K-60 1934
 EK0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0158+STABILITY: SURFACE MOTION
 EK0158
 EK0158  HISTORY     - Date     Condition        Report By
 EK0158  HISTORY     - 1934     MONUMENTED       CGS
 EK0158  HISTORY     - 1962     GOOD             NGS
 EK0158
 EK0158                          STATION DESCRIPTION
 EK0158
 EK0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0158'5.1 MI SW FROM DIERKS.
 EK0158'5.1 MILES SOUTHWEST OF, ALONG D. AND E.R.R. FROM HIGH SCHOOL
 EK0158'ABOUT 0.2 MILE NORTH OF CURVE, 84 FEET WEST OF FOURTH TELEGRAPH
 EK0158'POLE NORTH OF M.P. 22, 23 FEET WEST OF CENTERLINE OF DEQUEEN
 EK0158'AND EASTERN R.R. TRACK, 5 FEET BELOW TOP OF RAILS, 3.8 FEET
 EK0158'EAST OF POWER LINE POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0158
 EK0158                          STATION RECOVERY (1962)
 EK0158
 EK0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1327 ***********************************************************************
 EJ1327  DESIGNATION -  K 61
 EJ1327  PID         -  EJ1327
 EJ1327  STATE/COUNTY-  AR/PIKE
 EJ1327  USGS QUAD   -  MURFREESBORO (1970)
 EJ1327
 EJ1327                         *CURRENT SURVEY CONTROL
 EJ1327  ___________________________________________________________________
 EJ1327* NAD 83(1986)-  34 07 08.     (N)    093 38 19.     (W)     SCALED    
 EJ1327* NAVD 88     -       200.214  (meters)     656.87   (feet)  ADJUSTED  
 EJ1327  ___________________________________________________________________
 EJ1327  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EJ1327  DYNAMIC HT  -         200.011 (meters)     656.20  (feet)  COMP
 EJ1327  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 EJ1327
 EJ1327  VERT ORDER  -  SECOND    CLASS 0
 EJ1327
 EJ1327.The horizontal coordinates were scaled from a topographic map and have
 EJ1327.an estimated accuracy of +/- 6 seconds.
 EJ1327
 EJ1327.The orthometric height was determined by differential leveling
 EJ1327.and adjusted by the National Geodetic Survey in June 1991..
 EJ1327
 EJ1327.The geoid height was determined by GEOID03.
 EJ1327
 EJ1327.The dynamic height is computed by dividing the NAVD 88
 EJ1327.geopotential number by the normal gravity value computed on the
 EJ1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1327.degrees latitude (g = 980.6199 gals.).
 EJ1327
 EJ1327.The modeled gravity was interpolated from observed gravity values.
 EJ1327
 EJ1327;                    North         East    Units  Estimated Accuracy
 EJ1327;SPC AR S     -   562,280.      248,850.      MT  (+/- 180 meters Scaled)
 EJ1327
 EJ1327                          SUPERSEDED SURVEY CONTROL
 EJ1327
 EJ1327  NGVD 29 (??/??/92)  200.198  (m)          656.82   (f) ADJ UNCH    2 0
 EJ1327
 EJ1327.Superseded values are not recommended for survey control.
 EJ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1327.See file dsdata.txt to determine how the superseded data were derived.
 EJ1327
 EJ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT411755(NAD 83)
 EJ1327_MARKER: DB = BENCH MARK DISK
 EJ1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1327_STAMPING: K 61 1934
 EJ1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1327+STABILITY: SURFACE MOTION
 EJ1327
 EJ1327  HISTORY     - Date     Condition        Report By
 EJ1327  HISTORY     - 1934     MONUMENTED       CGS
 EJ1327  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1327
 EJ1327                          STATION DESCRIPTION
 EJ1327
 EJ1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1327'5.3 MI NE FROM MURFREESBORO.
 EJ1327'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 EJ1327'AT MURFREESBORO, PIKE COUNTY, 0.2 MILE NORTHWEST OF A LARGE UNPAINTED
 EJ1327'FARMHOUSE WITHOUT BUILDINGS, ON THE OPPOSITE SIDE OF THE HIGHWAY, 410
 EJ1327'FEET NORTH OF THE GATEWAY TO A NEGRO HOME, 30 FEET WEST OF THE
 EJ1327'CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF AN ORCHARD FENCE.  A
 EJ1327'STANDARD DISK, STAMPED K 61 1934 AND SET IN THE TOP OF A CONCRETE
 EJ1327'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1020 ***********************************************************************
 DL1020  DESIGNATION -  K 62
 DL1020  PID         -  DL1020
 DL1020  STATE/COUNTY-  AR/HEMPSTEAD
 DL1020  USGS QUAD   -  WASHINGTON (1951)
 DL1020
 DL1020                         *CURRENT SURVEY CONTROL
 DL1020  ___________________________________________________________________
 DL1020* NAD 83(1986)-  33 50 53.     (N)    093 43 12.     (W)     SCALED    
 DL1020* NAVD 88     -       120.420  (meters)     395.08   (feet)  ADJUSTED  
 DL1020  ___________________________________________________________________
 DL1020  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DL1020  DYNAMIC HT  -         120.297 (meters)     394.67  (feet)  COMP
 DL1020  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DL1020
 DL1020  VERT ORDER  -  SECOND    CLASS 0
 DL1020
 DL1020.The horizontal coordinates were scaled from a topographic map and have
 DL1020.an estimated accuracy of +/- 6 seconds.
 DL1020
 DL1020.The orthometric height was determined by differential leveling
 DL1020.and adjusted by the National Geodetic Survey in June 1991..
 DL1020
 DL1020.The geoid height was determined by GEOID03.
 DL1020
 DL1020.The dynamic height is computed by dividing the NAVD 88
 DL1020.geopotential number by the normal gravity value computed on the
 DL1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1020.degrees latitude (g = 980.6199 gals.).
 DL1020
 DL1020.The modeled gravity was interpolated from observed gravity values.
 DL1020
 DL1020;                    North         East    Units  Estimated Accuracy
 DL1020;SPC AR S     -   532,370.      240,840.      MT  (+/- 180 meters Scaled)
 DL1020
 DL1020                          SUPERSEDED SURVEY CONTROL
 DL1020
 DL1020  NGVD 29 (??/??/92)  120.431  (m)          395.11   (f) ADJ UNCH    2 0
 DL1020
 DL1020.Superseded values are not recommended for survey control.
 DL1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1020.See file dsdata.txt to determine how the superseded data were derived.
 DL1020
 DL1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT333455(NAD 83)
 DL1020_MARKER: DB = BENCH MARK DISK
 DL1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1020_SP_SET: BUILDING
 DL1020_STAMPING: K-62 1935
 DL1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1020
 DL1020  HISTORY     - Date     Condition        Report By
 DL1020  HISTORY     - 1935     MONUMENTED       CGS
 DL1020
 DL1020                          STATION DESCRIPTION
 DL1020
 DL1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL1020'IN OZAN.
 DL1020'VERTICAL BRONZE TABLET SET AT SOUTHWEST CORNER OF JOHN H. BARROW
 DL1020'GENERAL STORE.  37 FEET NORTH OF CENTERLINE OF ST. HWY. 4.  34 FEET
 DL1020'EAST OF CENTERLINE OF SIDE STREET.  15.8 FEET WEST OF CENTERLINE OF
 DL1020'MAIN ENTRANCE TO BUILDING.  14.7 FEET NORTHEAST OF ELECTRIC LIGHT
 DL1020'POLE.  4.5 FEET ABOVE SIDEWALK.  1 FT. EAST OF SOUTHWEST CORNER OF
 DL1020'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0149 ***********************************************************************
 DM0149  DESIGNATION -  K 63
 DM0149  PID         -  DM0149
 DM0149  STATE/COUNTY-  AR/MILLER
 DM0149  USGS QUAD   -  TEXARKANA (1975)
 DM0149
 DM0149                         *CURRENT SURVEY CONTROL
 DM0149  ___________________________________________________________________
 DM0149* NAD 83(1986)-  33 26 07.     (N)    094 01 19.     (W)     SCALED    
 DM0149* NAVD 88     -        96.933  (meters)     318.02   (feet)  ADJUSTED  
 DM0149  ___________________________________________________________________
 DM0149  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0149  DYNAMIC HT  -          96.830 (meters)     317.68  (feet)  COMP
 DM0149  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DM0149
 DM0149  VERT ORDER  -  SECOND    CLASS 0
 DM0149
 DM0149.The horizontal coordinates were scaled from a topographic map and have
 DM0149.an estimated accuracy of +/- 6 seconds.
 DM0149
 DM0149.The orthometric height was determined by differential leveling
 DM0149.and adjusted by the National Geodetic Survey in June 1991..
 DM0149
 DM0149.The geoid height was determined by GEOID03.
 DM0149
 DM0149.The dynamic height is computed by dividing the NAVD 88
 DM0149.geopotential number by the normal gravity value computed on the
 DM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0149.degrees latitude (g = 980.6199 gals.).
 DM0149
 DM0149.The modeled gravity was interpolated from observed gravity values.
 DM0149
 DM0149;                    North         East    Units  Estimated Accuracy
 DM0149;SPC AR S     -   487,110.      211,990.      MT  (+/- 180 meters Scaled)
 DM0149
 DM0149                          SUPERSEDED SURVEY CONTROL
 DM0149
 DM0149  NGVD 29 (??/??/92)   96.954  (m)          318.09   (f) ADJ UNCH    2 0
 DM0149
 DM0149.Superseded values are not recommended for survey control.
 DM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0149.See file dsdata.txt to determine how the superseded data were derived.
 DM0149
 DM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT050000(NAD 83)
 DM0149_MARKER: DB = BENCH MARK DISK
 DM0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0149_SP_SET: UNSPECIFIED
 DM0149_STAMPING: K-63 1935
 DM0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0149
 DM0149  HISTORY     - Date     Condition        Report By
 DM0149  HISTORY     - 1935     MONUMENTED       CGS
 DM0149  HISTORY     - 1963     MARK NOT FOUND   NGS
 DM0149  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0149
 DM0149                          STATION DESCRIPTION
 DM0149
 DM0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DM0149'1.7 MI NE FROM TEXARKANA.
 DM0149'1.7 MILES NORTHEAST OF, ALONG M.P.R.R. FROM POST OFFICE ABOUT .1 MILE
 DM0149'NORTHEAST OF NORTHEAST TEXARKANA CITY LIMIT SIGN.  124.5 FEET
 DM0149'SOUTHEAST OF FOURTH TELEGRAPH POLE NORTHEAST OF M.P. 488-30.  116.3
 DM0149'FEET SOUTHEAST OF TELEPHONE HOUSE 1-A-49.  87 FEET NORTHEAST OF
 DM0149'CENTERLINE OF CROSS ROAD.  83.4 FEET SOUTH OF SWITCH FOR SPUR TRACK.
 DM0149'79.3 FEET SOUTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R. NORTH BOUND
 DM0149'MAIN LINE TRACK.  20.3 FEET SOUTHEAST OF LARGE TELEPHONE POLE FOR LINE
 DM0149'CROSSING TRACKS.
 DM0149
 DM0149                          STATION RECOVERY (1963)
 DM0149
 DM0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0149'MARK NOT FOUND.
 DM0149
 DM0149                          STATION RECOVERY (1997)
 DM0149
 DM0149'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0455 ***********************************************************************
 DL0455  DESIGNATION -  K 64 RESET
 DL0455  PID         -  DL0455
 DL0455  STATE/COUNTY-  AR/NEVADA
 DL0455  USGS QUAD   -  EMMET (1973)
 DL0455
 DL0455                         *CURRENT SURVEY CONTROL
 DL0455  ___________________________________________________________________
 DL0455* NAD 83(1986)-  33 43 35.     (N)    093 28 07.     (W)     SCALED    
 DL0455* NAVD 88     -        99.27   (meters)     325.7    (feet)  RESET     
 DL0455  ___________________________________________________________________
 DL0455  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DL0455
 DL0455  VERT ORDER  -  THIRD
 DL0455
 DL0455.The horizontal coordinates were scaled from a topographic map and have
 DL0455.an estimated accuracy of +/- 6 seconds.
 DL0455
 DL0455.The orthometric height was computed from unverified reset data.
 DL0455
 DL0455.The geoid height was determined by GEOID03.
 DL0455
 DL0455;                    North         East    Units  Estimated Accuracy
 DL0455;SPC AR S     -   518,510.      263,900.      MT  (+/- 180 meters Scaled)
 DL0455
 DL0455                          SUPERSEDED SURVEY CONTROL
 DL0455
 DL0455  NGVD 29 (08/21/02)   99.27   (m)          325.7    (f) RESET       3  
 DL0455
 DL0455.Superseded values are not recommended for survey control.
 DL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0455.See file dsdata.txt to determine how the superseded data were derived.
 DL0455
 DL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT565319(NAD 83)
 DL0455_MARKER: DB = BENCH MARK DISK
 DL0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0455_SP_SET: CONCRETE PORCH
 DL0455_STAMPING: K 64 RESET 1975
 DL0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0455
 DL0455  HISTORY     - Date     Condition        Report By
 DL0455  HISTORY     - 1975     MONUMENTED       NGS
 DL0455
 DL0455                          STATION DESCRIPTION
 DL0455
 DL0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DL0455'IN EMMET.
 DL0455'0.35 MILE SOUTH ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF U.S.
 DL0455'HIGHWAY 64 IN EMMET.  AT NORTHEAST CORNER OF CONCRETE PORCH OF NORTH
 DL0455'ENTRANCE OF THE NEW EMMET HIGH SCHOOL.  SET IN DRILL HOLE IN CONCRETE
 DL0455'PORCH, 10.5 FEET NORTH OF THE CENTER OF DOUBLE DOORS, 0.5 FOOT WEST OF
 DL0455'BRICK WALL OF BUILDING AND 0.4 FOOT SOUTH OF THE NORTH EDGE OF
 DL0455'CONCRETE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1047 ***********************************************************************
 DK1047  DESIGNATION -  K 65
 DK1047  PID         -  DK1047
 DK1047  STATE/COUNTY-  AR/CHICOT
 DK1047  USGS QUAD   -  EMPIRE (1981)
 DK1047
 DK1047                         *CURRENT SURVEY CONTROL
 DK1047  ___________________________________________________________________
 DK1047* NAD 83(1986)-  33 07 10.     (N)    091 26 29.     (W)     SCALED    
 DK1047* NAVD 88     -        32.417  (meters)     106.35   (feet)  ADJUSTED  
 DK1047  ___________________________________________________________________
 DK1047  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK1047  DYNAMIC HT  -          32.383 (meters)     106.24  (feet)  COMP
 DK1047  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 DK1047
 DK1047  VERT ORDER  -  SECOND    CLASS 0
 DK1047
 DK1047.The horizontal coordinates were scaled from a topographic map and have
 DK1047.an estimated accuracy of +/- 6 seconds.
 DK1047
 DK1047.The orthometric height was determined by differential leveling
 DK1047.and adjusted by the National Geodetic Survey in June 1991..
 DK1047
 DK1047.The geoid height was determined by GEOID03.
 DK1047
 DK1047.The dynamic height is computed by dividing the NAVD 88
 DK1047.geopotential number by the normal gravity value computed on the
 DK1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1047.degrees latitude (g = 980.6199 gals.).
 DK1047
 DK1047.The modeled gravity was interpolated from observed gravity values.
 DK1047
 DK1047;                    North         East    Units  Estimated Accuracy
 DK1047;SPC AR S     -   450,360.      452,140.      MT  (+/- 180 meters Scaled)
 DK1047
 DK1047                          SUPERSEDED SURVEY CONTROL
 DK1047
 DK1047  NGVD 29 (??/??/??)   32.532  (m)          106.73   (f) ADJUSTED    2 0
 DK1047
 DK1047.Superseded values are not recommended for survey control.
 DK1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1047.See file dsdata.txt to determine how the superseded data were derived.
 DK1047
 DK1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS454656(NAD 83)
 DK1047_MARKER: DB = BENCH MARK DISK
 DK1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1047_STAMPING: K-65 1935
 DK1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1047+STABILITY: SURFACE MOTION
 DK1047
 DK1047  HISTORY     - Date     Condition        Report By
 DK1047  HISTORY     - 1935     MONUMENTED       CGS
 DK1047  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1047  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1047
 DK1047                          STATION DESCRIPTION
 DK1047
 DK1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1047'0.4 MI W FROM EMPIRE.
 DK1047'.4 MILES WEST OF, ALONG ST. HWY. 8, FROM EMPIRE BENCHMARK.  52.4 FEET
 DK1047'SOUTH OF FRONT OF SAM EDWARDS FARM HOUSE.  25 FEET NORTH OF CENTERLINE
 DK1047'OF STATE HWY. 8.  11.4 FEET EAST OF CENTERLINE OF GATE AND DRIVEWAY
 DK1047'INTO SAM EDWARDS FARM.  1 FT. NORTH OF FENCE.  TABLET SET IN PRECAST
 DK1047'CONCRETE POST.
 DK1047
 DK1047                          STATION RECOVERY (1977)
 DK1047
 DK1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1047'MARK NOT FOUND.
 DK1047
 DK1047                          STATION RECOVERY (1977)
 DK1047
 DK1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0476 ***********************************************************************
 FG0476  DESIGNATION -  K 67
 FG0476  PID         -  FG0476
 FG0476  STATE/COUNTY-  AR/POPE
 FG0476  USGS QUAD   -  HATTIEVILLE (1991)
 FG0476
 FG0476                         *CURRENT SURVEY CONTROL
 FG0476  ___________________________________________________________________
 FG0476* NAD 83(1986)-  35 22 14.     (N)    092 52 16.     (W)     SCALED    
 FG0476* NAVD 88     -       116.851  (meters)     383.37   (feet)  ADJUSTED  
 FG0476  ___________________________________________________________________
 FG0476  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FG0476  DYNAMIC HT  -         116.742 (meters)     383.01  (feet)  COMP
 FG0476  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FG0476
 FG0476  VERT ORDER  -  SECOND    CLASS 0
 FG0476
 FG0476.The horizontal coordinates were scaled from a topographic map and have
 FG0476.an estimated accuracy of +/- 6 seconds.
 FG0476
 FG0476.The orthometric height was determined by differential leveling
 FG0476.and adjusted by the National Geodetic Survey in June 1991..
 FG0476
 FG0476.The geoid height was determined by GEOID03.
 FG0476
 FG0476.The dynamic height is computed by dividing the NAVD 88
 FG0476.geopotential number by the normal gravity value computed on the
 FG0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0476.degrees latitude (g = 980.6199 gals.).
 FG0476
 FG0476.The modeled gravity was interpolated from observed gravity values.
 FG0476
 FG0476;                    North         East    Units  Estimated Accuracy
 FG0476;SPC AR N     -   115,420.      320,840.      MT  (+/- 180 meters Scaled)
 FG0476
 FG0476                          SUPERSEDED SURVEY CONTROL
 FG0476
 FG0476  NGVD 29 (??/??/92)  116.845  (m)          383.35   (f) ADJ UNCH    2 0
 FG0476
 FG0476.Superseded values are not recommended for survey control.
 FG0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0476.See file dsdata.txt to determine how the superseded data were derived.
 FG0476
 FG0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV117141(NAD 83)
 FG0476_MARKER: DB = BENCH MARK DISK
 FG0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0476_STAMPING: K 67 1935
 FG0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0476+STABILITY: SURFACE MOTION
 FG0476
 FG0476  HISTORY     - Date     Condition        Report By
 FG0476  HISTORY     - 1935     MONUMENTED       CGS
 FG0476
 FG0476                          STATION DESCRIPTION
 FG0476
 FG0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0476'5.2 MI SE FROM APPLETON.
 FG0476'5.2 MILES SOUTHEAST ALONG THE ATKINS ROAD FROM THE POST OFFICE AT
 FG0476'APPLETON, POPE COUNTY, 0.2 MILE SOUTH OF A SAWMILL, 279 FEET SOUTHEAST
 FG0476'OF THE SOUTHEAST END OF A BRIDGE OVER CEDAR CREEK, 150 FEET NORTH OF A
 FG0476'WOODEN BRIDGE, 37 FEET EAST OF THE CENTERLINE OF THE ROAD, 31 FEET
 FG0476'SOUTHEAST OF A 14-INCH PINE TREE, AND 3 FEET NORTH OF A FENCE. A
 FG0476'STANDARD DISK, STAMPED K 67 1935 AND SET IN THE TOP OF A CONCRETE
 FG0476'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0166 ***********************************************************************
 FG0166  DESIGNATION -  K 68
 FG0166  PID         -  FG0166
 FG0166  STATE/COUNTY-  AR/FAULKNER
 FG0166  USGS QUAD   -  GREENBRIER (1994)
 FG0166
 FG0166                         *CURRENT SURVEY CONTROL
 FG0166  ___________________________________________________________________
 FG0166* NAD 83(1986)-  35 14 57.     (N)    092 23 15.     (W)     SCALED    
 FG0166* NAVD 88     -       134.398  (meters)     440.94   (feet)  ADJUSTED  
 FG0166  ___________________________________________________________________
 FG0166  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0166  DYNAMIC HT  -         134.272 (meters)     440.52  (feet)  COMP
 FG0166  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FG0166
 FG0166  VERT ORDER  -  SECOND    CLASS 0
 FG0166
 FG0166.The horizontal coordinates were scaled from a topographic map and have
 FG0166.an estimated accuracy of +/- 6 seconds.
 FG0166
 FG0166.The orthometric height was determined by differential leveling
 FG0166.and adjusted by the National Geodetic Survey in June 1991..
 FG0166
 FG0166.The geoid height was determined by GEOID03.
 FG0166
 FG0166.The dynamic height is computed by dividing the NAVD 88
 FG0166.geopotential number by the normal gravity value computed on the
 FG0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0166.degrees latitude (g = 980.6199 gals.).
 FG0166
 FG0166.The modeled gravity was interpolated from observed gravity values.
 FG0166
 FG0166;                    North         East    Units  Estimated Accuracy
 FG0166;SPC AR N     -   101,670.      364,740.      MT  (+/- 180 meters Scaled)
 FG0166
 FG0166                          SUPERSEDED SURVEY CONTROL
 FG0166
 FG0166  NGVD 29 (??/??/92)  134.396  (m)          440.93   (f) ADJ UNCH    2 0
 FG0166
 FG0166.Superseded values are not recommended for survey control.
 FG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0166.See file dsdata.txt to determine how the superseded data were derived.
 FG0166
 FG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV557008(NAD 83)
 FG0166_MARKER: DB = BENCH MARK DISK
 FG0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0166_STAMPING: K 68 1934
 FG0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0166+STABILITY: SURFACE MOTION
 FG0166
 FG0166  HISTORY     - Date     Condition        Report By
 FG0166  HISTORY     - 1934     MONUMENTED       CGS
 FG0166
 FG0166                          STATION DESCRIPTION
 FG0166
 FG0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0166'1.3 MI N FROM GREENBRIER.
 FG0166'1.3 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT GREENBRIER,
 FG0166'135 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHARLIE STUART
 FG0166'FARMHOUSE, 45.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY 10.5 FEET
 FG0166'WEST OF THE SOUTHEAST CORNER OF A LOT FENCE, AND 1.8 FEET SOUTH OF THE
 FG0166'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED K 68 1934 AND SET IN
 FG0166'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0107 ***********************************************************************
 FG0107  DESIGNATION -  K 69
 FG0107  PID         -  FG0107
 FG0107  STATE/COUNTY-  AR/FAULKNER
 FG0107  USGS QUAD   -  VILONIA (1994)
 FG0107
 FG0107                         *CURRENT SURVEY CONTROL
 FG0107  ___________________________________________________________________
 FG0107* NAD 83(1986)-  35 06 12.     (N)    092 07 44.     (W)     SCALED    
 FG0107* NAVD 88     -        96.515  (meters)     316.65   (feet)  ADJUSTED  
 FG0107  ___________________________________________________________________
 FG0107  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FG0107  DYNAMIC HT  -          96.425 (meters)     316.35  (feet)  COMP
 FG0107  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FG0107
 FG0107  VERT ORDER  -  SECOND    CLASS 0
 FG0107
 FG0107.The horizontal coordinates were scaled from a topographic map and have
 FG0107.an estimated accuracy of +/- 6 seconds.
 FG0107
 FG0107.The orthometric height was determined by differential leveling
 FG0107.and adjusted by the National Geodetic Survey in June 1991..
 FG0107
 FG0107.The geoid height was determined by GEOID03.
 FG0107
 FG0107.The dynamic height is computed by dividing the NAVD 88
 FG0107.geopotential number by the normal gravity value computed on the
 FG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0107.degrees latitude (g = 980.6199 gals.).
 FG0107
 FG0107.The modeled gravity was interpolated from observed gravity values.
 FG0107
 FG0107;                    North         East    Units  Estimated Accuracy
 FG0107;SPC AR N     -    85,430.      388,250.      MT  (+/- 180 meters Scaled)
 FG0107
 FG0107                          SUPERSEDED SURVEY CONTROL
 FG0107
 FG0107  NGVD 29 (??/??/92)   96.517  (m)          316.66   (f) ADJ UNCH    2 0
 FG0107
 FG0107.Superseded values are not recommended for survey control.
 FG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0107.See file dsdata.txt to determine how the superseded data were derived.
 FG0107
 FG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU793848(NAD 83)
 FG0107_MARKER: DB = BENCH MARK DISK
 FG0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0107_STAMPING: K 69 1943
 FG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0107+STABILITY: SURFACE MOTION
 FG0107
 FG0107  HISTORY     - Date     Condition        Report By
 FG0107  HISTORY     - 1934     MONUMENTED       CGS
 FG0107  HISTORY     - 1940     GOOD             NGS
 FG0107  HISTORY     - 20050317 MARK NOT FOUND   ARHD
 FG0107
 FG0107                          STATION DESCRIPTION
 FG0107
 FG0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FG0107'5.1 MI E FROM VILONIA.
 FG0107'5.1 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE NAZARENE CHURCH AT
 FG0107'VILONIA, FAULKNER COUNTY, 26.9 FEET NORTHWEST OF THE NORTHWEST CORNER
 FG0107'OF THE FARMHOUSE OF E.F. GUNTER IN 1934, 41.3 FEET SOUTH OF THE
 FG0107'CENTERLINE OF THE HIGHWAY, 22.4 FEET SOUTH OF THE NORTHEAST CORNER OF
 FG0107'A FIELD FENCE AND THE EAST END OF A GATE, AND 0.8 FOOT WEST OF A
 FG0107'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED K 69 1934 AND SET IN
 FG0107'THE TOP OF A CONCRETE POST.
 FG0107
 FG0107                          STATION RECOVERY (2005)
 FG0107
 FG0107'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0035 ***********************************************************************
 FG0035  DESIGNATION -  K 7
 FG0035  PID         -  FG0035
 FG0035  STATE/COUNTY-  AR/VAN BUREN
 FG0035  USGS QUAD   -  SHIRLEY (1981)
 FG0035
 FG0035                         *CURRENT SURVEY CONTROL
 FG0035  ___________________________________________________________________
 FG0035* NAD 83(1986)-  35 42 28.     (N)    092 19 29.     (W)     SCALED    
 FG0035* NAVD 88     -       182.864  (meters)     599.95   (feet)  ADJUSTED  
 FG0035  ___________________________________________________________________
 FG0035  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FG0035  DYNAMIC HT  -         182.693 (meters)     599.39  (feet)  COMP
 FG0035  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 FG0035
 FG0035  VERT ORDER  -  FIRST     CLASS II
 FG0035
 FG0035.The horizontal coordinates were scaled from a topographic map and have
 FG0035.an estimated accuracy of +/- 6 seconds.
 FG0035
 FG0035.The orthometric height was determined by differential leveling
 FG0035.and adjusted by the National Geodetic Survey in June 1991..
 FG0035
 FG0035.The geoid height was determined by GEOID03.
 FG0035
 FG0035.The dynamic height is computed by dividing the NAVD 88
 FG0035.geopotential number by the normal gravity value computed on the
 FG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0035.degrees latitude (g = 980.6199 gals.).
 FG0035
 FG0035.The modeled gravity was interpolated from observed gravity values.
 FG0035
 FG0035;                    North         East    Units  Estimated Accuracy
 FG0035;SPC AR N     -   152,530.      370,620.      MT  (+/- 180 meters Scaled)
 FG0035
 FG0035                          SUPERSEDED SURVEY CONTROL
 FG0035
 FG0035  NGVD 29 (??/??/92)  182.749  (m)          599.57   (f) ADJ UNCH    1 2
 FG0035
 FG0035.Superseded values are not recommended for survey control.
 FG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0035.See file dsdata.txt to determine how the superseded data were derived.
 FG0035
 FG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV610517(NAD 83)
 FG0035_MARKER: DB = BENCH MARK DISK
 FG0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0035_SP_SET: MONUMENT
 FG0035_STAMPING: K 7-1931
 FG0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0035
 FG0035  HISTORY     - Date     Condition        Report By
 FG0035  HISTORY     - 1931     MONUMENTED       CGS
 FG0035  HISTORY     - 1935     MARK NOT FOUND   NGS
 FG0035
 FG0035                          STATION DESCRIPTION
 FG0035
 FG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FG0035'7.50 MI N FROM SHIRLEY.
 FG0035'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 7 1/2 MILES NORTH OF THE
 FG0035'DEPOT AT SHIRLEY, ARKANSAS, 8 1/2 MILES SOUTH OF THE DEPT AT ARLBERG,
 FG0035'ARKANSAS, 2 1/2 MILES SOUTH OF FLAGSTOP LYDALISK, 2 1/2 MILES NORTH OF
 FG0035'FLAGSTOP OAKVALE, 41.6 FEET NORTH OF MILE POST SIGN 208-17, AND 22.8
 FG0035'FEET EAST OF EAST AND NEAREST RAIL.  STANDARD BRONZE TABLET SET IN
 FG0035'CONCRETE MONUMENT.  NOTE- MARK IS 6.5 MILES NORTH OF SHIRLEY INSTEAD
 FG0035'OF 7.5 MILES.
 FG0035
 FG0035                          STATION RECOVERY (1935)
 FG0035
 FG0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0007 ***********************************************************************
 EJ0007  DESIGNATION -  K 70
 EJ0007  PID         -  EJ0007
 EJ0007  STATE/COUNTY-  AR/PULASKI
 EJ0007  USGS QUAD   -  MAYFLOWER (1987)
 EJ0007
 EJ0007                         *CURRENT SURVEY CONTROL
 EJ0007  ___________________________________________________________________
 EJ0007* NAD 83(1986)-  34 52 48.     (N)    092 24 46.     (W)     SCALED    
 EJ0007* NAVD 88     -        92.762  (meters)     304.34   (feet)  ADJUSTED  
 EJ0007  ___________________________________________________________________
 EJ0007  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EJ0007  DYNAMIC HT  -          92.676 (meters)     304.05  (feet)  COMP
 EJ0007  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 EJ0007
 EJ0007  VERT ORDER  -  SECOND    CLASS 0
 EJ0007
 EJ0007.The horizontal coordinates were scaled from a topographic map and have
 EJ0007.an estimated accuracy of +/- 6 seconds.
 EJ0007
 EJ0007.The orthometric height was determined by differential leveling
 EJ0007.and adjusted by the National Geodetic Survey in June 1991..
 EJ0007
 EJ0007.The geoid height was determined by GEOID03.
 EJ0007
 EJ0007.The dynamic height is computed by dividing the NAVD 88
 EJ0007.geopotential number by the normal gravity value computed on the
 EJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0007.degrees latitude (g = 980.6199 gals.).
 EJ0007
 EJ0007.The modeled gravity was interpolated from observed gravity values.
 EJ0007
 EJ0007;                    North         East    Units  Estimated Accuracy
 EJ0007;SPC AR S     -   645,570.      362,260.      MT  (+/- 180 meters Scaled)
 EJ0007
 EJ0007                          SUPERSEDED SURVEY CONTROL
 EJ0007
 EJ0007  NGVD 29 (??/??/92)   92.827  (m)          304.55   (f) ADJ UNCH    2 0
 EJ0007
 EJ0007.Superseded values are not recommended for survey control.
 EJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0007.See file dsdata.txt to determine how the superseded data were derived.
 EJ0007
 EJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU536598(NAD 83)
 EJ0007_MARKER: DB = BENCH MARK DISK
 EJ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0007_STAMPING: K 70 1934
 EJ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0007+STABILITY: SURFACE MOTION
 EJ0007
 EJ0007  HISTORY     - Date     Condition        Report By
 EJ0007  HISTORY     - 1934     MONUMENTED       CGS
 EJ0007  HISTORY     - 1967     GOOD             NGS
 EJ0007  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0007
 EJ0007                          STATION DESCRIPTION
 EJ0007
 EJ0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0007'3.2 MI N FROM MARCHE.
 EJ0007'IT IS 3.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM MARCHE,
 EJ0007'39-1/2 RAILS NORTHWEST OF THE CROSSING LEADING TO THE MAUMELLE
 EJ0007'ORDANANCE PLANT, 46 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EJ0007'TRACKS, 37 FEET NORTHEAST OF A POLE, 2 FEET SOUTHWEST OF A FENCE, 0.5
 EJ0007'FEET NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A 6 INCH
 EJ0007'SQUARE CONCRETE POST PROJECTING 1 INCH.
 EJ0007
 EJ0007                          STATION RECOVERY (1984)
 EJ0007
 EJ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0007'SEARCHED FOR BUT NOT RECOVERED.  POLE NUMBER 356+20 IS NO LONGER
 EJ0007'MARKED, THE LACK OF GOOD MEASUREMENTS AND VINES GROWING IN THE AREA
 EJ0007'HAMPERED THE SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0403 ***********************************************************************
 FG0403  DESIGNATION -  K 71
 FG0403  PID         -  FG0403
 FG0403  STATE/COUNTY-  AR/PERRY
 FG0403  USGS QUAD   -  HOUSTON (1990)
 FG0403
 FG0403                         *CURRENT SURVEY CONTROL
 FG0403  ___________________________________________________________________
 FG0403* NAD 83(1986)-  35 03 04.     (N)    092 43 00.     (W)     SCALED    
 FG0403* NAVD 88     -       117.680  (meters)     386.09   (feet)  ADJUSTED  
 FG0403  ___________________________________________________________________
 FG0403  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FG0403  DYNAMIC HT  -         117.568 (meters)     385.72  (feet)  COMP
 FG0403  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 FG0403
 FG0403  VERT ORDER  -  SECOND    CLASS 0
 FG0403
 FG0403.The horizontal coordinates were scaled from a topographic map and have
 FG0403.an estimated accuracy of +/- 6 seconds.
 FG0403
 FG0403.The orthometric height was determined by differential leveling
 FG0403.and adjusted by the National Geodetic Survey in June 1991..
 FG0403
 FG0403.The geoid height was determined by GEOID03.
 FG0403
 FG0403.The dynamic height is computed by dividing the NAVD 88
 FG0403.geopotential number by the normal gravity value computed on the
 FG0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0403.degrees latitude (g = 980.6199 gals.).
 FG0403
 FG0403.The modeled gravity was interpolated from observed gravity values.
 FG0403
 FG0403;                    North         East    Units  Estimated Accuracy
 FG0403;SPC AR N     -    79,870.      334,620.      MT  (+/- 180 meters Scaled)
 FG0403
 FG0403                          SUPERSEDED SURVEY CONTROL
 FG0403
 FG0403  NGVD 29 (??/??/92)  117.704  (m)          386.17   (f) ADJ UNCH    2 0
 FG0403
 FG0403.Superseded values are not recommended for survey control.
 FG0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0403.See file dsdata.txt to determine how the superseded data were derived.
 FG0403
 FG0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU258787(NAD 83)
 FG0403_MARKER: DB = BENCH MARK DISK
 FG0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0403_STAMPING: K-71 1934
 FG0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0403+STABILITY: SURFACE MOTION
 FG0403
 FG0403  HISTORY     - Date     Condition        Report By
 FG0403  HISTORY     - 1934     MONUMENTED       CGS
 FG0403  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0403
 FG0403                          STATION DESCRIPTION
 FG0403
 FG0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0403'2 MI W FROM HOUSTON.
 FG0403'MARK SET AT COPPERAS GAP SIDING.  47.8 FEET SOUTHEAST OF EAST CORNER
 FG0403'OF RAILROAD DEPOT WAITING ROOM.  45.1 FEET NORTHEAST OF CENTERLINE OF
 FG0403'CHICAGO, ROCK ISLAND AND PACIFIC R.R. MAIN TRACK.  1.9 FEET SOUTHWEST
 FG0403'OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG0403
 FG0403                          STATION RECOVERY (1960)
 FG0403
 FG0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FG0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0315 ***********************************************************************
 FG0315  DESIGNATION -  K 72
 FG0315  PID         -  FG0315
 FG0315  STATE/COUNTY-  AR/POPE
 FG0315  USGS QUAD   -  ATKINS (1989)
 FG0315
 FG0315                         *CURRENT SURVEY CONTROL
 FG0315  ___________________________________________________________________
 FG0315* NAD 83(1986)-  35 14 30.     (N)    092 54 27.     (W)     SCALED    
 FG0315* NAVD 88     -       101.350  (meters)     332.51   (feet)  ADJUSTED  
 FG0315  ___________________________________________________________________
 FG0315  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FG0315  DYNAMIC HT  -         101.255 (meters)     332.20  (feet)  COMP
 FG0315  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FG0315
 FG0315  VERT ORDER  -  FIRST     CLASS II
 FG0315
 FG0315.The horizontal coordinates were scaled from a topographic map and have
 FG0315.an estimated accuracy of +/- 6 seconds.
 FG0315
 FG0315.The orthometric height was determined by differential leveling
 FG0315.and adjusted by the National Geodetic Survey in June 1991..
 FG0315
 FG0315.The geoid height was determined by GEOID03.
 FG0315
 FG0315.The dynamic height is computed by dividing the NAVD 88
 FG0315.geopotential number by the normal gravity value computed on the
 FG0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0315.degrees latitude (g = 980.6199 gals.).
 FG0315
 FG0315.The modeled gravity was interpolated from observed gravity values.
 FG0315
 FG0315;                    North         East    Units  Estimated Accuracy
 FG0315;SPC AR N     -   101,150.      317,410.      MT  (+/- 180 meters Scaled)
 FG0315
 FG0315                          SUPERSEDED SURVEY CONTROL
 FG0315
 FG0315  NGVD 29 (??/??/92)  101.366  (m)          332.56   (f) ADJ UNCH    1 2
 FG0315
 FG0315.Superseded values are not recommended for survey control.
 FG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0315.See file dsdata.txt to determine how the superseded data were derived.
 FG0315
 FG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU084998(NAD 83)
 FG0315_MARKER: DB = BENCH MARK DISK
 FG0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0315_STAMPING: K 72 1934
 FG0315_MARK LOGO: CGS   
 FG0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0315+STABILITY: SURFACE MOTION
 FG0315
 FG0315  HISTORY     - Date     Condition        Report By
 FG0315  HISTORY     - 1934     MONUMENTED       CGS
 FG0315  HISTORY     - 1967     GOOD             NGS
 FG0315  HISTORY     - 1984     GOOD             NGS
 FG0315  HISTORY     - 1987     GOOD             USPSQD
 FG0315  HISTORY     - 1988     GOOD             USPSQD
 FG0315  HISTORY     - 1989     GOOD             USPSQD
 FG0315  HISTORY     - 1989     GOOD             USPSQD
 FG0315
 FG0315                          STATION DESCRIPTION
 FG0315
 FG0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0315'1.6 MI E FROM ATKINS.
 FG0315'IT IS 1.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FG0315'STATION AT ATKINS, 450 FEET SOUTHEAST OF A FARMHOUSE, 45 FEET SOUTH OF
 FG0315'THE SOUTH RAIL OF THE RAILROAD TRACKS, 25 FEET EAST OF A GRADED ROAD
 FG0315'WHICH CROSS THE TRACKS, 1 FOOT NORTH OF A FENCE, 1 FOOT SOUTH OF A
 FG0315'METAL WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 FG0315'1 INCH BELOW THE GROUND SURFACE.
 FG0315
 FG0315                          STATION RECOVERY (1984)
 FG0315
 FG0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0315'RECOVERED IN GOOD CONDITION.  NOTE, ADD 7.0 METERS (23.0 FT) NORTH OF
 FG0315'A POWERLINE POLE, 8.5 METERS (28.0 FT) EAST OF THE APPROXIMATE CENTER
 FG0315'OF A DIRT ROAD, AND 0.9 METER (3.0 FT) SOUTH OF THE SOUTH EDGE OF A
 FG0315'DRAINAGE DITCH.
 FG0315'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FG0315
 FG0315                          STATION RECOVERY (1987)
 FG0315
 FG0315'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0315'RECOVERED IN GOOD CONDITION.
 FG0315
 FG0315                          STATION RECOVERY (1988)
 FG0315
 FG0315'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0315'RECOVERED IN GOOD CONDITION.
 FG0315
 FG0315                          STATION RECOVERY (1989)
 FG0315
 FG0315'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0315'RECOVERED IN GOOD CONDITION.
 FG0315
 FG0315                          STATION RECOVERY (1989)
 FG0315
 FG0315'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1234 ***********************************************************************
 FF1234  DESIGNATION -  K 74
 FF1234  PID         -  FF1234
 FF1234  STATE/COUNTY-  AR/WOODRUFF
 FF1234  USGS QUAD   -  GRAYS (1992)
 FF1234
 FF1234                         *CURRENT SURVEY CONTROL
 FF1234  ___________________________________________________________________
 FF1234* NAD 83(1986)-  35 13 29.     (N)    091 14 04.     (W)     SCALED    
 FF1234* NAVD 88     -        60.572  (meters)     198.73   (feet)  ADJUSTED  
 FF1234  ___________________________________________________________________
 FF1234  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1234  DYNAMIC HT  -          60.517 (meters)     198.55  (feet)  COMP
 FF1234  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FF1234
 FF1234  VERT ORDER  -  SECOND    CLASS 0
 FF1234
 FF1234.The horizontal coordinates were scaled from a topographic map and have
 FF1234.an estimated accuracy of +/- 6 seconds.
 FF1234
 FF1234.The orthometric height was determined by differential leveling
 FF1234.and adjusted by the National Geodetic Survey in June 1991..
 FF1234
 FF1234.The geoid height was determined by GEOID03.
 FF1234
 FF1234.The dynamic height is computed by dividing the NAVD 88
 FF1234.geopotential number by the normal gravity value computed on the
 FF1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1234.degrees latitude (g = 980.6199 gals.).
 FF1234
 FF1234.The modeled gravity was interpolated from observed gravity values.
 FF1234
 FF1234;                    North         East    Units  Estimated Accuracy
 FF1234;SPC AR N     -    99,160.      469,690.      MT  (+/- 180 meters Scaled)
 FF1234
 FF1234                          SUPERSEDED SURVEY CONTROL
 FF1234
 FF1234  NGVD 29 (??/??/??)   60.536  (m)          198.61   (f) ADJUSTED    2 0
 FF1234
 FF1234.Superseded values are not recommended for survey control.
 FF1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1234.See file dsdata.txt to determine how the superseded data were derived.
 FF1234
 FF1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU606993(NAD 83)
 FF1234_MARKER: DB = BENCH MARK DISK
 FF1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1234_STAMPING: K 74 1934
 FF1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1234+STABILITY: SURFACE MOTION
 FF1234
 FF1234  HISTORY     - Date     Condition        Report By
 FF1234  HISTORY     - 1934     MONUMENTED       CGS
 FF1234  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1234
 FF1234                          STATION DESCRIPTION
 FF1234
 FF1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1234'2.4 MI S FROM PATTERSON.
 FF1234'2.4 MILES SOUTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1234'PACIFIC RAILROAD FROM THE STATION AT PATTERSON, WOODRUFF COUNTY,
 FF1234'21 FEET SOUTH OF THE SOUTHWEST CORNER OF THE WAITING ROOM AT
 FF1234'GRAYS SIDING, 80 FEET NORTH OF POLE 24/5, AT THE NORTH END OF
 FF1234'THE SIDETRACK, AND 29 FEET WEST OF THE CENTERLINE OF THE TRACK.
 FF1234'A STANDARD DISK, STAMPED K 74 1934 AND SET IN THE TOP OF A
 FF1234'CONCRETE POST.
 FF1234
 FF1234                          STATION RECOVERY (1970)
 FF1234
 FF1234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1157 ***********************************************************************
 FF1157  DESIGNATION -  K 75
 FF1157  PID         -  FF1157
 FF1157  STATE/COUNTY-  AR/POINSETT
 FF1157  USGS QUAD   -  GRUBBS (1965)
 FF1157
 FF1157                         *CURRENT SURVEY CONTROL
 FF1157  ___________________________________________________________________
 FF1157* NAD 83(1986)-  35 38 56.     (N)    091 02 48.     (W)     SCALED    
 FF1157* NAVD 88     -        69.133  (meters)     226.81   (feet)  ADJUSTED  
 FF1157  ___________________________________________________________________
 FF1157  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF1157  DYNAMIC HT  -          69.074 (meters)     226.62  (feet)  COMP
 FF1157  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 FF1157
 FF1157  VERT ORDER  -  SECOND    CLASS 0
 FF1157
 FF1157.The horizontal coordinates were scaled from a topographic map and have
 FF1157.an estimated accuracy of +/- 6 seconds.
 FF1157
 FF1157.The orthometric height was determined by differential leveling
 FF1157.and adjusted by the National Geodetic Survey in June 1991..
 FF1157
 FF1157.The geoid height was determined by GEOID03.
 FF1157
 FF1157.The dynamic height is computed by dividing the NAVD 88
 FF1157.geopotential number by the normal gravity value computed on the
 FF1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1157.degrees latitude (g = 980.6199 gals.).
 FF1157
 FF1157.The modeled gravity was interpolated from observed gravity values.
 FF1157
 FF1157;                    North         East    Units  Estimated Accuracy
 FF1157;SPC AR N     -   146,370.      486,330.      MT  (+/- 180 meters Scaled)
 FF1157
 FF1157                          SUPERSEDED SURVEY CONTROL
 FF1157
 FF1157  NGVD 29 (??/??/??)   69.062  (m)          226.58   (f) ADJUSTED    2 0
 FF1157
 FF1157.Superseded values are not recommended for survey control.
 FF1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1157.See file dsdata.txt to determine how the superseded data were derived.
 FF1157
 FF1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV768467(NAD 83)
 FF1157_MARKER: DB = BENCH MARK DISK
 FF1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1157_STAMPING: K 75 1934
 FF1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1157+STABILITY: SURFACE MOTION
 FF1157
 FF1157  HISTORY     - Date     Condition        Report By
 FF1157  HISTORY     - 1934     MONUMENTED       CGS
 FF1157  HISTORY     - 1938     GOOD             CGS
 FF1157  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF1157
 FF1157                          STATION DESCRIPTION
 FF1157
 FF1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1157'3.2 MI E FROM AMAGON.
 FF1157'IN POINSETT COUNTY, ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY
 FF1157'14 FROM THE POST OFFICE AT AMAGON, JACKSON COUNTY, THENCE ABOUT
 FF1157'6.5 MILES NORTH ALONG STATE HIGHWAY 37, THENCE ABOUT 0.4 MILE
 FF1157'EAST ALONG STATE HIGHWAY 18, ABOUT 0.2 MILE EAST ALONG STATE
 FF1157'HIGHWAY 18 FROM THE BRIDGE OVER CACHE RIVER, ABOUT 310 FEET
 FF1157'EAST OF THE SOUTHEAST CORNER OF THE FIRST WOODEN BRIDGE EAST
 FF1157'OF THE BRIDGE OVER CACHE RIVER, 52 FEET SOUTH OF THE CENTER
 FF1157'LINE OF THE HIGHWAY, AND 24 FEET EAST OF THE CENTER LINE OF A
 FF1157'LOGGING ROAD.  A STANDARD DISK, STAMPED K 75 1934 AND SET IN THE
 FF1157'TOP OF A CONCRETE POST.
 FF1157
 FF1157                          STATION RECOVERY (1938)
 FF1157
 FF1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF1157'RECOVERED IN GOOD CONDITION.
 FF1157
 FF1157                          STATION RECOVERY (2002)
 FF1157
 FF1157'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0791 ***********************************************************************
 FF0791  DESIGNATION -  K 76
 FF0791  PID         -  FF0791
 FF0791  STATE/COUNTY-  AR/POINSETT
 FF0791  USGS QUAD   -  HARRISBURG (1983)
 FF0791
 FF0791                         *CURRENT SURVEY CONTROL
 FF0791  ___________________________________________________________________
 FF0791* NAD 83(1986)-  35 34 41.     (N)    090 43 15.     (W)     SCALED    
 FF0791* NAVD 88     -        84.516  (meters)     277.28   (feet)  ADJUSTED  
 FF0791  ___________________________________________________________________
 FF0791  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF0791  DYNAMIC HT  -          84.442 (meters)     277.04  (feet)  COMP
 FF0791  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 FF0791
 FF0791  VERT ORDER  -  FIRST     CLASS II
 FF0791
 FF0791.The horizontal coordinates were scaled from a topographic map and have
 FF0791.an estimated accuracy of +/- 6 seconds.
 FF0791
 FF0791.The orthometric height was determined by differential leveling
 FF0791.and adjusted by the National Geodetic Survey in June 1991..
 FF0791
 FF0791.The geoid height was determined by GEOID03.
 FF0791
 FF0791.The dynamic height is computed by dividing the NAVD 88
 FF0791.geopotential number by the normal gravity value computed on the
 FF0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0791.degrees latitude (g = 980.6199 gals.).
 FF0791
 FF0791.The modeled gravity was interpolated from observed gravity values.
 FF0791
 FF0791;                    North         East    Units  Estimated Accuracy
 FF0791;SPC AR N     -   138,840.      515,940.      MT  (+/- 180 meters Scaled)
 FF0791
 FF0791                          SUPERSEDED SURVEY CONTROL
 FF0791
 FF0791  NGVD 29 (??/??/??)   84.458  (m)          277.09   (f) ADJUSTED    1 2
 FF0791
 FF0791.Superseded values are not recommended for survey control.
 FF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0791.See file dsdata.txt to determine how the superseded data were derived.
 FF0791
 FF0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065395(NAD 83)
 FF0791_MARKER: DB = BENCH MARK DISK
 FF0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0791_STAMPING: K 76 1934
 FF0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0791+STABILITY: SURFACE MOTION
 FF0791
 FF0791  HISTORY     - Date     Condition        Report By
 FF0791  HISTORY     - 1934     MONUMENTED       CGS
 FF0791  HISTORY     - 1956     GOOD             CGS
 FF0791  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0791
 FF0791                          STATION DESCRIPTION
 FF0791
 FF0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0791'1.1 MI N FROM HARRISBURG.
 FF0791'1.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0791'STATION AT HARRISBURG, AT A DIRT ROAD CROSSING, 43 1/2 FEET WEST
 FF0791'OF WEST RAIL, 18 FEET NORTH OF CENTER LINE OF DIRT ROAD, 89
 FF0791'FEET WEST-SOUTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO.
 FF0791'255/20, 4 FEET EAST OF TELEPHONE POLE NO. 109/1, 21 FEET
 FF0791'WEST-NORTHWEST OF NORTH END OF AN 18-INCH PIPE CULVERT UNDER
 FF0791'ROAD, 43 FEET NORTH AND ACROSS ROAD FROM A POWER POLE WITH
 FF0791'THREE GUY WIRES, 70 FEET NORTH AND ACROSS ROAD FROM TELEPHONE
 FF0791'POLE NO. 649, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET
 FF0791'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0791
 FF0791                          STATION RECOVERY (1978)
 FF0791
 FF0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0791'AN UNDERGROUND CABLE NOW RUNS VERY CLOSE TO WHERE THE MONUMENT IS
 FF0791'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1311 ***********************************************************************
 FF1311  DESIGNATION -  K 8
 FF1311  PID         -  FF1311
 FF1311  STATE/COUNTY-  AR/WHITE
 FF1311  USGS QUAD   -  KENSETT (1994)
 FF1311
 FF1311                         *CURRENT SURVEY CONTROL
 FF1311  ___________________________________________________________________
 FF1311* NAD 83(1986)-  35 13 55.     (N)    091 40 28.     (W)     SCALED    
 FF1311* NAVD 88     -        67.297  (meters)     220.79   (feet)  ADJUSTED  
 FF1311  ___________________________________________________________________
 FF1311  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1311  DYNAMIC HT  -          67.236 (meters)     220.59  (feet)  COMP
 FF1311  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 FF1311
 FF1311  VERT ORDER  -  FIRST     CLASS II
 FF1311
 FF1311.The horizontal coordinates were scaled from a topographic map and have
 FF1311.an estimated accuracy of +/- 6 seconds.
 FF1311
 FF1311.The orthometric height was determined by differential leveling
 FF1311.and adjusted by the National Geodetic Survey in June 1991..
 FF1311
 FF1311.The geoid height was determined by GEOID03.
 FF1311
 FF1311.The dynamic height is computed by dividing the NAVD 88
 FF1311.geopotential number by the normal gravity value computed on the
 FF1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1311.degrees latitude (g = 980.6199 gals.).
 FF1311
 FF1311.The modeled gravity was interpolated from observed gravity values.
 FF1311
 FF1311;                    North         East    Units  Estimated Accuracy
 FF1311;SPC AR N     -    99,740.      429,630.      MT  (+/- 180 meters Scaled)
 FF1311
 FF1311                          SUPERSEDED SURVEY CONTROL
 FF1311
 FF1311  NGVD 29 (??/??/??)   67.253  (m)          220.65   (f) ADJUSTED    1 2
 FF1311
 FF1311.Superseded values are not recommended for survey control.
 FF1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1311.See file dsdata.txt to determine how the superseded data were derived.
 FF1311
 FF1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU206995(NAD 83)
 FF1311_MARKER: DB = BENCH MARK DISK
 FF1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1311_STAMPING: 222.646 K 8 1931
 FF1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1311+STABILITY: SURFACE MOTION
 FF1311
 FF1311  HISTORY     - Date     Condition        Report By
 FF1311  HISTORY     - 1931     MONUMENTED       CGS
 FF1311  HISTORY     - 1935     GOOD             CGS
 FF1311  HISTORY     - 1990     POOR             USPSQD
 FF1311
 FF1311                          STATION DESCRIPTION
 FF1311
 FF1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1311'IN KENSETT.
 FF1311'AT THE NORTHWEST EDGE OF KENSETT, WHITE COUNTY ABOUT 1,000 FEET
 FF1311'SOUTHEAST OF THE MISSOURI AND ARKANSAS RAILWAY ROUNDHOUSE, 30
 FF1311'FEET SOUTHEAST OF A ROAD CROSSING, AND 42 FEET SOUTH OF THE
 FF1311'TRACK.  A STANDARD DISK STAMPED K 1931 AND SET IN THE TOP OF
 FF1311'A CONCRETE POST.
 FF1311
 FF1311                          STATION RECOVERY (1935)
 FF1311
 FF1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FF1311'RECOVERED IN GOOD CONDITION.
 FF1311
 FF1311                          STATION RECOVERY (1990)
 FF1311
 FF1311'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1311'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0564 ***********************************************************************
 EJ0564  DESIGNATION -  K 80
 EJ0564  PID         -  EJ0564
 EJ0564  STATE/COUNTY-  AR/GRANT
 EJ0564  USGS QUAD   -  PRAGUE (1984)
 EJ0564
 EJ0564                         *CURRENT SURVEY CONTROL
 EJ0564  ___________________________________________________________________
 EJ0564* NAD 83(1986)-  34 17 31.     (N)    092 17 59.     (W)     SCALED    
 EJ0564* NAVD 88     -        87.691  (meters)     287.70   (feet)  ADJUSTED  
 EJ0564  ___________________________________________________________________
 EJ0564  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ0564  DYNAMIC HT  -          87.606 (meters)     287.42  (feet)  COMP
 EJ0564  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 EJ0564
 EJ0564  VERT ORDER  -  SECOND    CLASS 0
 EJ0564
 EJ0564.The horizontal coordinates were scaled from a topographic map and have
 EJ0564.an estimated accuracy of +/- 6 seconds.
 EJ0564
 EJ0564.The orthometric height was determined by differential leveling
 EJ0564.and adjusted by the National Geodetic Survey in June 1991..
 EJ0564
 EJ0564.The geoid height was determined by GEOID03.
 EJ0564
 EJ0564.The dynamic height is computed by dividing the NAVD 88
 EJ0564.geopotential number by the normal gravity value computed on the
 EJ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0564.degrees latitude (g = 980.6199 gals.).
 EJ0564
 EJ0564.The modeled gravity was interpolated from observed gravity values.
 EJ0564
 EJ0564;                    North         East    Units  Estimated Accuracy
 EJ0564;SPC AR S     -   580,310.      372,410.      MT  (+/- 180 meters Scaled)
 EJ0564
 EJ0564                          SUPERSEDED SURVEY CONTROL
 EJ0564
 EJ0564  NGVD 29 (??/??/92)   87.744  (m)          287.87   (f) ADJ UNCH    2 0
 EJ0564
 EJ0564.Superseded values are not recommended for survey control.
 EJ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0564.See file dsdata.txt to determine how the superseded data were derived.
 EJ0564
 EJ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT644947(NAD 83)
 EJ0564_MARKER: DB = BENCH MARK DISK
 EJ0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0564_STAMPING: K 80 1935
 EJ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0564+STABILITY: SURFACE MOTION
 EJ0564
 EJ0564  HISTORY     - Date     Condition        Report By
 EJ0564  HISTORY     - 1935     MONUMENTED       CGS
 EJ0564  HISTORY     - 1937     GOOD             ARGS
 EJ0564
 EJ0564                          STATION DESCRIPTION
 EJ0564
 EJ0564'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0564'1.2 MI W FROM PRAGUE.
 EJ0564'1.2 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0564'SIGN, AT PRAGUE, 58 FEET SOUTHWEST OF POLE 395+34, 26 FEET SOUTH OF
 EJ0564'THE SOUTH RAIL, 103 FEET WEST OF THE SOUTH END OF CONCRETE CULVERT
 EJ0564'UNDER RAILROAD, 26 FEET NORTHEAST OF A 14-INCH PINE TREE.  A STANDARD
 EJ0564'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0689 ***********************************************************************
 EJ0689  DESIGNATION -  K 81
 EJ0689  PID         -  EJ0689
 EJ0689  STATE/COUNTY-  AR/DALLAS
 EJ0689  USGS QUAD   -  LEOLA (1984)
 EJ0689
 EJ0689                         *CURRENT SURVEY CONTROL
 EJ0689  ___________________________________________________________________
 EJ0689* NAD 83(1986)-  34 08 09.     (N)    092 34 55.     (W)     SCALED    
 EJ0689* NAVD 88     -        97.718  (meters)     320.60   (feet)  ADJUSTED  
 EJ0689  ___________________________________________________________________
 EJ0689  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EJ0689  DYNAMIC HT  -          97.621 (meters)     320.28  (feet)  COMP
 EJ0689  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 EJ0689
 EJ0689  VERT ORDER  -  SECOND    CLASS 0
 EJ0689
 EJ0689.The horizontal coordinates were scaled from a topographic map and have
 EJ0689.an estimated accuracy of +/- 6 seconds.
 EJ0689
 EJ0689.The orthometric height was determined by differential leveling
 EJ0689.and adjusted by the National Geodetic Survey in June 1991..
 EJ0689
 EJ0689.The geoid height was determined by GEOID03.
 EJ0689
 EJ0689.The dynamic height is computed by dividing the NAVD 88
 EJ0689.geopotential number by the normal gravity value computed on the
 EJ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0689.degrees latitude (g = 980.6199 gals.).
 EJ0689
 EJ0689.The modeled gravity was interpolated from observed gravity values.
 EJ0689
 EJ0689;                    North         East    Units  Estimated Accuracy
 EJ0689;SPC AR S     -   563,100.      346,330.      MT  (+/- 180 meters Scaled)
 EJ0689
 EJ0689                          SUPERSEDED SURVEY CONTROL
 EJ0689
 EJ0689  NGVD 29 (??/??/92)   97.750  (m)          320.70   (f) ADJ UNCH    2 0
 EJ0689
 EJ0689.Superseded values are not recommended for survey control.
 EJ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0689.See file dsdata.txt to determine how the superseded data were derived.
 EJ0689
 EJ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT385772(NAD 83)
 EJ0689_MARKER: DB = BENCH MARK DISK
 EJ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0689_STAMPING: K-81 1935
 EJ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0689+STABILITY: SURFACE MOTION
 EJ0689
 EJ0689  HISTORY     - Date     Condition        Report By
 EJ0689  HISTORY     - 1935     MONUMENTED       CGS
 EJ0689
 EJ0689                          STATION DESCRIPTION
 EJ0689
 EJ0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0689'2.5 MI S FROM LEOLA.
 EJ0689'2.5 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION ABOUT .15 MILE
 EJ0689'SOUTH OF SOUTH END OF RAILROAD CUT.  73.6 FEET SOUTH OF TELEPHONE POLE
 EJ0689'MARKED 25+20.  46.8 FEET WEST OF CENTERLINE OF CHICAGO, ROCK ISLAND
 EJ0689'AND PACIFIC R.R.  18.4 FEET NORTHEAST OF 12-INCH OAK TREE. 1.8 FEET
 EJ0689'EAST OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE
 EJ0689'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1340 ***********************************************************************
 EH1340  DESIGNATION -  K 82
 EH1340  PID         -  EH1340
 EH1340  STATE/COUNTY-  AR/ARKANSAS
 EH1340  USGS QUAD   -  DE WITT (1968)
 EH1340
 EH1340                         *CURRENT SURVEY CONTROL
 EH1340  ___________________________________________________________________
 EH1340* NAD 83(1986)-  34 16 03.     (N)    091 20 41.     (W)     SCALED    
 EH1340* NAVD 88     -        60.323  (meters)     197.91   (feet)  ADJUSTED  
 EH1340  ___________________________________________________________________
 EH1340  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH1340  DYNAMIC HT  -          60.264 (meters)     197.72  (feet)  COMP
 EH1340  MODELED GRAV-     979,663.7   (mgal)                       NAVD 88
 EH1340
 EH1340  VERT ORDER  -  FIRST     CLASS II
 EH1340
 EH1340.The horizontal coordinates were scaled from a topographic map and have
 EH1340.an estimated accuracy of +/- 6 seconds.
 EH1340
 EH1340.The orthometric height was determined by differential leveling
 EH1340.and adjusted by the National Geodetic Survey in August 1993..
 EH1340.WARNING-Repeat measurements at this control monument indicate possible
 EH1340.vertical movement.
 EH1340
 EH1340.The geoid height was determined by GEOID03.
 EH1340
 EH1340.The dynamic height is computed by dividing the NAVD 88
 EH1340.geopotential number by the normal gravity value computed on the
 EH1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1340.degrees latitude (g = 980.6199 gals.).
 EH1340
 EH1340.The modeled gravity was interpolated from observed gravity values.
 EH1340
 EH1340;                    North         East    Units  Estimated Accuracy
 EH1340;SPC AR S     -   577,750.      460,340.      MT  (+/- 180 meters Scaled)
 EH1340
 EH1340                          SUPERSEDED SURVEY CONTROL
 EH1340
 EH1340  NAVD 88 (06/15/91)   60.282  (m)          197.78   (f) UNKNOWN     1 2
 EH1340  NGVD 29 (??/??/??)   60.349  (m)          198.00   (f) ADJUSTED    1 2
 EH1340
 EH1340.Superseded values are not recommended for survey control.
 EH1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1340.See file dsdata.txt to determine how the superseded data were derived.
 EH1340
 EH1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT523930(NAD 83)
 EH1340_MARKER: DB = BENCH MARK DISK
 EH1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1340_STAMPING: K 82 1935
 EH1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1340+STABILITY: SURFACE MOTION
 EH1340
 EH1340  HISTORY     - Date     Condition        Report By
 EH1340  HISTORY     - 1935     MONUMENTED       CGS
 EH1340  HISTORY     - 1955     GOOD             CGS
 EH1340  HISTORY     - 1976     GOOD             NGS
 EH1340  HISTORY     - 20030414 MARK NOT FOUND   USACE
 EH1340
 EH1340                          STATION DESCRIPTION
 EH1340
 EH1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1340'1.9 MI S FROM DEWITT.
 EH1340'1.9 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1340'STATION AT DEWITT, AT A ROAD CROSSING, 11 POLES SOUTH OF MILEPOST 257,
 EH1340'33.8 FEET WEST OF THE WEST RAIL, 30 FEET NORTH OF THE CENTER LINE OF A
 EH1340'ROAD, 3 FEET EAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS
 EH1340'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 EH1340'THE GROUND.
 EH1340
 EH1340                          STATION RECOVERY (1976)
 EH1340
 EH1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1340'RECOVERED IN GOOD CONDITION.
 EH1340
 EH1340                          STATION RECOVERY (2003)
 EH1340
 EH1340'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1412 ***********************************************************************
 DK1412  DESIGNATION -  K 83
 DK1412  PID         -  DK1412
 DK1412  STATE/COUNTY-  AR/DREW
 DK1412  USGS QUAD   -  COLLINS (1960)
 DK1412
 DK1412                         *CURRENT SURVEY CONTROL
 DK1412  ___________________________________________________________________
 DK1412* NAD 83(1986)-  33 31 46.     (N)    091 31 25.     (W)     SCALED    
 DK1412* NAVD 88     -        41.730  (meters)     136.91   (feet)  ADJUSTED  
 DK1412  ___________________________________________________________________
 DK1412  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK1412  DYNAMIC HT  -          41.687 (meters)     136.77  (feet)  COMP
 DK1412  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 DK1412
 DK1412  VERT ORDER  -  SECOND    CLASS 0
 DK1412
 DK1412.The horizontal coordinates were scaled from a topographic map and have
 DK1412.an estimated accuracy of +/- 6 seconds.
 DK1412
 DK1412.The orthometric height was determined by differential leveling
 DK1412.and adjusted by the National Geodetic Survey in June 1991..
 DK1412
 DK1412.The geoid height was determined by GEOID03.
 DK1412
 DK1412.The dynamic height is computed by dividing the NAVD 88
 DK1412.geopotential number by the normal gravity value computed on the
 DK1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1412.degrees latitude (g = 980.6199 gals.).
 DK1412
 DK1412.The modeled gravity was interpolated from observed gravity values.
 DK1412
 DK1412;                    North         East    Units  Estimated Accuracy
 DK1412;SPC AR S     -   495,800.      444,250.      MT  (+/- 180 meters Scaled)
 DK1412
 DK1412                          SUPERSEDED SURVEY CONTROL
 DK1412
 DK1412  NGVD 29 (??/??/??)   41.842  (m)          137.28   (f) ADJUSTED    2 0
 DK1412
 DK1412.Superseded values are not recommended for survey control.
 DK1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1412.See file dsdata.txt to determine how the superseded data were derived.
 DK1412
 DK1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT370109(NAD 83)
 DK1412_MARKER: DB = BENCH MARK DISK
 DK1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1412_STAMPING: K 83 1935
 DK1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1412+STABILITY: SURFACE MOTION
 DK1412
 DK1412  HISTORY     - Date     Condition        Report By
 DK1412  HISTORY     - 1935     MONUMENTED       CGS
 DK1412  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1412  HISTORY     - 20060224 MARK NOT FOUND   ARHD
 DK1412
 DK1412                          STATION DESCRIPTION
 DK1412
 DK1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1412'1.4 MI W FROM BAXTER.
 DK1412'1.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1412'BAXTER, DREW COUNTY, 133 YARDS EAST OF MILEPOST 428, 25 FEET EAST OF
 DK1412'THE CENTER OF A DIRT-ROAD CROSSING, 21.4 FEET SOUTH OF THE CENTERLINE
 DK1412'OF THE TRACK, 21.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF WOODEN
 DK1412'BRIDGE 623+1/2, AND 13.6 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 DK1412'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 83 1935 AND SET IN THE
 DK1412'TOP OF A CONCRETE POST.
 DK1412
 DK1412                          STATION RECOVERY (1978)
 DK1412
 DK1412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1412'MARK NOT FOUND.
 DK1412
 DK1412                          STATION RECOVERY (2006)
 DK1412
 DK1412'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DK1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0364 ***********************************************************************
 EJ0364  DESIGNATION -  K 84
 EJ0364  PID         -  EJ0364
 EJ0364  STATE/COUNTY-  AR/SALINE
 EJ0364  USGS QUAD   -  SPRING LAKE (1987)
 EJ0364
 EJ0364                         *CURRENT SURVEY CONTROL
 EJ0364  ___________________________________________________________________
 EJ0364* NAD 83(1986)-  34 31 34.     (N)    092 20 15.     (W)     SCALED    
 EJ0364* NAVD 88     -        90.071  (meters)     295.51   (feet)  ADJUSTED  
 EJ0364  ___________________________________________________________________
 EJ0364  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EJ0364  DYNAMIC HT  -          89.986 (meters)     295.23  (feet)  COMP
 EJ0364  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 EJ0364
 EJ0364  VERT ORDER  -  SECOND    CLASS 0
 EJ0364
 EJ0364.The horizontal coordinates were scaled from a topographic map and have
 EJ0364.an estimated accuracy of +/- 6 seconds.
 EJ0364
 EJ0364.The orthometric height was determined by differential leveling
 EJ0364.and adjusted by the National Geodetic Survey in June 1991..
 EJ0364
 EJ0364.The geoid height was determined by GEOID03.
 EJ0364
 EJ0364.The dynamic height is computed by dividing the NAVD 88
 EJ0364.geopotential number by the normal gravity value computed on the
 EJ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0364.degrees latitude (g = 980.6199 gals.).
 EJ0364
 EJ0364.The modeled gravity was interpolated from observed gravity values.
 EJ0364
 EJ0364;                    North         East    Units  Estimated Accuracy
 EJ0364;SPC AR S     -   606,290.      369,020.      MT  (+/- 180 meters Scaled)
 EJ0364
 EJ0364                          SUPERSEDED SURVEY CONTROL
 EJ0364
 EJ0364  NGVD 29 (??/??/92)   90.118  (m)          295.66   (f) ADJ UNCH    2 0
 EJ0364
 EJ0364.Superseded values are not recommended for survey control.
 EJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0364.See file dsdata.txt to determine how the superseded data were derived.
 EJ0364
 EJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU608206(NAD 83)
 EJ0364_MARKER: DB = BENCH MARK DISK
 EJ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0364_STAMPING: K 84 1935
 EJ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0364+STABILITY: SURFACE MOTION
 EJ0364
 EJ0364  HISTORY     - Date     Condition        Report By
 EJ0364  HISTORY     - 1935     MONUMENTED       CGS
 EJ0364  HISTORY     - 1935     GOOD             NGS
 EJ0364  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0364
 EJ0364                          STATION DESCRIPTION
 EJ0364
 EJ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0364'15.9 MI S FROM LITTLE ROCK.
 EJ0364'IN SALINE COUNTY, 15.9 MILES SOUTH ALONG U.S. HIGHWAY 167 FROM THE
 EJ0364'BIDDLE SHOPS OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT
 EJ0364'LITTLE ROCK, PULASKI COUNTY, 0.8 MILE SOUTHEAST OF THE SHRINE COUNTRY
 EJ0364'CLUB, ON THE INSIDE OF A CURVE, 35 FEET NORTHWEST OF THE CENTER OF THE
 EJ0364'JUNCTION OF A DIRT ROAD LEADING EAST TO WOODSON, AND 31.4 FEET WEST OF
 EJ0364'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 84 1935 AND
 EJ0364'SET IN THE TOP OF A CONCRETE POST.
 EJ0364
 EJ0364                          STATION RECOVERY (1984)
 EJ0364
 EJ0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RPS)
 EJ0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0172 ***********************************************************************
 FF0172  DESIGNATION -  K 86
 FF0172  PID         -  FF0172
 FF0172  STATE/COUNTY-  AR/CRITTENDEN
 FF0172  USGS QUAD   -  CRAWFORDSVILLE (1993)
 FF0172
 FF0172                         *CURRENT SURVEY CONTROL
 FF0172  ___________________________________________________________________
 FF0172* NAD 83(1986)-  35 14 09.     (N)    090 21 25.     (W)     SCALED    
 FF0172* NAVD 88     -        66.006  (meters)     216.55   (feet)  POSTED    
 FF0172  ___________________________________________________________________
 FF0172  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0172  DYNAMIC HT  -          65.950 (meters)     216.37  (feet)  COMP
 FF0172  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF0172
 FF0172  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0172
 FF0172.The horizontal coordinates were scaled from a topographic map and have
 FF0172.an estimated accuracy of +/- 6 seconds.
 FF0172
 FF0172.The orthometric height was determined by differential leveling
 FF0172.and adjusted by the National Geodetic Survey in 1992..
 FF0172.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0172.rate of 1.1 thru 2.0 mm/km.
 FF0172
 FF0172.The geoid height was determined by GEOID03.
 FF0172
 FF0172.The dynamic height is computed by dividing the NAVD 88
 FF0172.geopotential number by the normal gravity value computed on the
 FF0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0172.degrees latitude (g = 980.6199 gals.).
 FF0172
 FF0172.The modeled gravity was interpolated from observed gravity values.
 FF0172
 FF0172;                    North         East    Units  Estimated Accuracy
 FF0172;SPC AR N     -   101,370.      549,550.      MT  (+/- 180 meters Scaled)
 FF0172
 FF0172                          SUPERSEDED SURVEY CONTROL
 FF0172
 FF0172  NGVD 29 (??/??/??)   66.007  (m)          216.56   (f) ADJUSTED    2 0
 FF0172
 FF0172.Superseded values are not recommended for survey control.
 FF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0172.See file dsdata.txt to determine how the superseded data were derived.
 FF0172
 FF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV405023(NAD 83)
 FF0172_MARKER: DB = BENCH MARK DISK
 FF0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0172_STAMPING: K 86 1935
 FF0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0172+STABILITY: SURFACE MOTION
 FF0172
 FF0172  HISTORY     - Date     Condition        Report By
 FF0172  HISTORY     - 1935     MONUMENTED       CGS
 FF0172  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0172  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0172
 FF0172                          STATION DESCRIPTION
 FF0172
 FF0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0172'1.8 MI NW FROM CRAWFORDSVILLE.
 FF0172'1.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0172'CRAWFORDSVILLE, CRITTENDEN COUNTY, 21 FEET SOUTH OF THE
 FF0172'TWENTY-FIRST POLE SOUTHEAST OF MILEPOST 359, 90 FEET WEST OF THE
 FF0172'CENTER OF A ROAD CROSSING, 24 FEET NORTH OF THE CENTERLINE OF THE
 FF0172'TRACK, 25 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 6 FEET LOWER
 FF0172'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 86 1935
 FF0172'AND SET IN THE TOP OF A CONCRETE POST.
 FF0172
 FF0172                          STATION RECOVERY (1976)
 FF0172
 FF0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0172'MARK NOT FOUND.
 FF0172
 FF0172                          STATION RECOVERY (1976)
 FF0172
 FF0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1275 ***********************************************************************
 EH1275  DESIGNATION -  K 87
 EH1275  PID         -  EH1275
 EH1275  STATE/COUNTY-  AR/PRAIRIE
 EH1275  USGS QUAD   -  DES ARC EAST (1968)
 EH1275
 EH1275                         *CURRENT SURVEY CONTROL
 EH1275  ___________________________________________________________________
 EH1275* NAD 83(1986)-  34 54 39.     (N)    091 29 38.     (W)     SCALED    
 EH1275* NAVD 88     -        62.157  (meters)     203.93   (feet)  ADJUSTED  
 EH1275  ___________________________________________________________________
 EH1275  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH1275  DYNAMIC HT  -          62.099 (meters)     203.74  (feet)  COMP
 EH1275  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 EH1275
 EH1275  VERT ORDER  -  SECOND    CLASS 0
 EH1275
 EH1275.The horizontal coordinates were scaled from a topographic map and have
 EH1275.an estimated accuracy of +/- 6 seconds.
 EH1275
 EH1275.The orthometric height was determined by differential leveling
 EH1275.and adjusted by the National Geodetic Survey in June 1991..
 EH1275
 EH1275.The geoid height was determined by GEOID03.
 EH1275
 EH1275.The dynamic height is computed by dividing the NAVD 88
 EH1275.geopotential number by the normal gravity value computed on the
 EH1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1275.degrees latitude (g = 980.6199 gals.).
 EH1275
 EH1275.The modeled gravity was interpolated from observed gravity values.
 EH1275
 EH1275;                    North         East    Units  Estimated Accuracy
 EH1275;SPC AR S     -   649,030.      446,250.      MT  (+/- 180 meters Scaled)
 EH1275
 EH1275                          SUPERSEDED SURVEY CONTROL
 EH1275
 EH1275  NGVD 29 (??/??/??)   62.159  (m)          203.93   (f) ADJUSTED    2 0
 EH1275
 EH1275.Superseded values are not recommended for survey control.
 EH1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1275.See file dsdata.txt to determine how the superseded data were derived.
 EH1275
 EH1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU375641(NAD 83)
 EH1275_MARKER: DB = BENCH MARK DISK
 EH1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1275_STAMPING: K-87 1935
 EH1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1275+STABILITY: SURFACE MOTION
 EH1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1275+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 EH1275
 EH1275  HISTORY     - Date     Condition        Report By
 EH1275  HISTORY     - 1935     MONUMENTED       CGS
 EH1275  HISTORY     - 20030424 GOOD             USACE
 EH1275
 EH1275                          STATION DESCRIPTION
 EH1275
 EH1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1275'4.5 MI S FROM DES ARC.
 EH1275'4.5 MILES SOUTH OF, ALONG C.R.I. AND P. RY. FROM STATION. 77.2 FEET
 EH1275'NORTH OF POLE 8-28.  65 FEET NORTHEAST OF INTERSECTION OF CENTERLINES
 EH1275'OF THE RAILROAD AND GRADE CROSSING.  49.5 FEET EAST OF CHICAGO, ROCK
 EH1275'ISLAND AND PACIFIC R.R. CENTERLINE.  16.5 FEET NORTH OF FENCE CORNER
 EH1275'AT THE EAST SIDE OF RAILROAD.  1 FOOT WEST OF THE RAILROAD R/W FENCE.
 EH1275'TABLET SET IN PRECAST CONCRETE POST.
 EH1275
 EH1275                          STATION RECOVERY (2003)
 EH1275
 EH1275'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0253 ***********************************************************************
 EK0253  DESIGNATION -  K 88
 EK0253  PID         -  EK0253
 EK0253  STATE/COUNTY-  AR/HOWARD
 EK0253  USGS QUAD   -  DIERKS (1966)
 EK0253
 EK0253                         *CURRENT SURVEY CONTROL
 EK0253  ___________________________________________________________________
 EK0253* NAD 83(1986)-  34 06 50.     (N)    094 02 31.     (W)     SCALED    
 EK0253* NAVD 88     -       120.245  (meters)     394.50   (feet)  ADJUSTED  
 EK0253  ___________________________________________________________________
 EK0253  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EK0253  DYNAMIC HT  -         120.123 (meters)     394.10  (feet)  COMP
 EK0253  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 EK0253
 EK0253  VERT ORDER  -  SECOND    CLASS 0
 EK0253
 EK0253.The horizontal coordinates were scaled from a topographic map and have
 EK0253.an estimated accuracy of +/- 6 seconds.
 EK0253
 EK0253.The orthometric height was determined by differential leveling
 EK0253.and adjusted by the National Geodetic Survey in June 1991..
 EK0253
 EK0253.The geoid height was determined by GEOID03.
 EK0253
 EK0253.The dynamic height is computed by dividing the NAVD 88
 EK0253.geopotential number by the normal gravity value computed on the
 EK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0253.degrees latitude (g = 980.6199 gals.).
 EK0253
 EK0253.The modeled gravity was interpolated from observed gravity values.
 EK0253
 EK0253;                    North         East    Units  Estimated Accuracy
 EK0253;SPC AR S     -   562,390.      211,640.      MT  (+/- 180 meters Scaled)
 EK0253
 EK0253                          SUPERSEDED SURVEY CONTROL
 EK0253
 EK0253  NGVD 29 (??/??/92)  120.212  (m)          394.40   (f) ADJ UNCH    2 0
 EK0253
 EK0253.Superseded values are not recommended for survey control.
 EK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0253.See file dsdata.txt to determine how the superseded data were derived.
 EK0253
 EK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT039752(NAD 83)
 EK0253_MARKER: DB = BENCH MARK DISK
 EK0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0253_STAMPING: K-88 1935
 EK0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0253+STABILITY: SURFACE MOTION
 EK0253
 EK0253  HISTORY     - Date     Condition        Report By
 EK0253  HISTORY     - 1935     MONUMENTED       CGS
 EK0253  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0253
 EK0253                          STATION DESCRIPTION
 EK0253
 EK0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0253'1.8 MI SW FROM DIERKS.
 EK0253'1.8 MILE SOUTHWEST OF, ALONG U.S. HWY. 70, FROM HIGH SCHOOL, ABOUT
 EK0253'.15 MILE WEST OF HIGHWAY BRIDGE OVER HOLLY CREEK, 7L.5 FEET
 EK0253'WEST OF CENTERLINE AT A ROAD NORTH ALONG THE FENCE LINE, 44.5
 EK0253'FEET NORTH OF HIGHWAY CENTERLINE, 7.5 FEET WEST OF BLAZED OAK
 EK0253'TREE 1.3 FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0253
 EK0253                          STATION RECOVERY (1962)
 EK0253
 EK0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1469 ***********************************************************************
 EJ1469  DESIGNATION -  K 89
 EJ1469  PID         -  EJ1469
 EJ1469  STATE/COUNTY-  AR/PIKE
 EJ1469  USGS QUAD   -  LODI (1979)
 EJ1469
 EJ1469                         *CURRENT SURVEY CONTROL
 EJ1469  ___________________________________________________________________
 EJ1469* NAD 83(1986)-  34 16 51.     (N)    093 43 53.     (W)     SCALED    
 EJ1469* NAVD 88     -       191.850  (meters)     629.43   (feet)  ADJUSTED  
 EJ1469  ___________________________________________________________________
 EJ1469  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 EJ1469  DYNAMIC HT  -         191.653 (meters)     628.78  (feet)  COMP
 EJ1469  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 EJ1469
 EJ1469  VERT ORDER  -  SECOND    CLASS 0
 EJ1469
 EJ1469.The horizontal coordinates were scaled from a topographic map and have
 EJ1469.an estimated accuracy of +/- 6 seconds.
 EJ1469
 EJ1469.The orthometric height was determined by differential leveling
 EJ1469.and adjusted by the National Geodetic Survey in June 1991..
 EJ1469
 EJ1469.The geoid height was determined by GEOID03.
 EJ1469
 EJ1469.The dynamic height is computed by dividing the NAVD 88
 EJ1469.geopotential number by the normal gravity value computed on the
 EJ1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1469.degrees latitude (g = 980.6199 gals.).
 EJ1469
 EJ1469.The modeled gravity was interpolated from observed gravity values.
 EJ1469
 EJ1469;                    North         East    Units  Estimated Accuracy
 EJ1469;SPC AR S     -   580,380.      240,590.      MT  (+/- 180 meters Scaled)
 EJ1469
 EJ1469                          SUPERSEDED SURVEY CONTROL
 EJ1469
 EJ1469  NGVD 29 (??/??/92)  191.814  (m)          629.31   (f) ADJ UNCH    2 0
 EJ1469
 EJ1469.Superseded values are not recommended for survey control.
 EJ1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1469.See file dsdata.txt to determine how the superseded data were derived.
 EJ1469
 EJ1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT326935(NAD 83)
 EJ1469_MARKER: DB = BENCH MARK DISK
 EJ1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1469_STAMPING: K-89 1935
 EJ1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1469+STABILITY: SURFACE MOTION
 EJ1469
 EJ1469  HISTORY     - Date     Condition        Report By
 EJ1469  HISTORY     - 1935     MONUMENTED       CGS
 EJ1469
 EJ1469                          STATION DESCRIPTION
 EJ1469
 EJ1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1469'4.1 MI NE FROM DAISY.
 EJ1469'4.1 MILES NORTHEAST OF, ALONG THE OLD CADDO GAP ROAD, FROM R. N.
 EJ1469'SMEADS HOUSE.  AT FARMYARD OF JIM WHITE.  53 FEET SOUTHEAST OF WELL.
 EJ1469'14 FEET NORTH OF FIELD GATE AT EAST SIDE OF ROAD.  11 FEET EAST OF
 EJ1469'ROAD CENTERLINE.  1 FT. WEST OF PROPERTY-LINE FENCE.  TABLET SET IN
 EJ1469'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0994 ***********************************************************************
 FF0994  DESIGNATION -  K 9
 FF0994  PID         -  FF0994
 FF0994  STATE/COUNTY-  AR/JACKSON
 FF0994  USGS QUAD   -  SWIFTON WEST (1980)
 FF0994
 FF0994                         *CURRENT SURVEY CONTROL
 FF0994  ___________________________________________________________________
 FF0994* NAD 83(1986)-  35 47 33.     (N)    091 09 13.     (W)     SCALED    
 FF0994* NAVD 88     -        74.945  (meters)     245.88   (feet)  ADJUSTED  
 FF0994  ___________________________________________________________________
 FF0994  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FF0994  DYNAMIC HT  -          74.881 (meters)     245.67  (feet)  COMP
 FF0994  MODELED GRAV-     979,784.1   (mgal)                       NAVD 88
 FF0994
 FF0994  VERT ORDER  -  FIRST     CLASS II
 FF0994
 FF0994.The horizontal coordinates were scaled from a topographic map and have
 FF0994.an estimated accuracy of +/- 6 seconds.
 FF0994
 FF0994.The orthometric height was determined by differential leveling
 FF0994.and adjusted by the National Geodetic Survey in June 1991..
 FF0994
 FF0994.The geoid height was determined by GEOID03.
 FF0994
 FF0994.The dynamic height is computed by dividing the NAVD 88
 FF0994.geopotential number by the normal gravity value computed on the
 FF0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0994.degrees latitude (g = 980.6199 gals.).
 FF0994
 FF0994.The modeled gravity was interpolated from observed gravity values.
 FF0994
 FF0994;                    North         East    Units  Estimated Accuracy
 FF0994;SPC AR N     -   162,210.      476,510.      MT  (+/- 180 meters Scaled)
 FF0994
 FF0994                          SUPERSEDED SURVEY CONTROL
 FF0994
 FF0994  NGVD 29 (??/??/??)   74.872  (m)          245.64   (f) ADJUSTED    1 2
 FF0994
 FF0994.Superseded values are not recommended for survey control.
 FF0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0994.See file dsdata.txt to determine how the superseded data were derived.
 FF0994
 FF0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV668625(NAD 83)
 FF0994_MARKER: DB = BENCH MARK DISK
 FF0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0994_STAMPING: 245.643 K 9 1931
 FF0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0994+STABILITY: SURFACE MOTION
 FF0994
 FF0994  HISTORY     - Date     Condition        Report By
 FF0994  HISTORY     - 1931     MONUMENTED       CGS
 FF0994  HISTORY     - 1934     GOOD             CGS
 FF0994  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF0994
 FF0994                          STATION DESCRIPTION
 FF0994
 FF0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0994'2.6 MI SW FROM SWIFTON.
 FF0994'ABOUT 2.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0994'FROM SWIFTON, JACKSON COUNTY, ABOUT 375 FEET NORTHEAST OF A GRADE
 FF0994'CROSSING, 9 FEET SOUTHWEST OF POLE 246+36, AND 46 FEET EAST OF
 FF0994'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 245.643
 FF0994'K 9 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FF0994
 FF0994                          STATION RECOVERY (1934)
 FF0994
 FF0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0994'RECOVERED IN GOOD CONDITION.
 FF0994
 FF0994                          STATION RECOVERY (1975)
 FF0994
 FF0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0937 ***********************************************************************
 FF0937  DESIGNATION -  K 9 3
 FF0937  PID         -  FF0937
 FF0937  STATE/COUNTY-  AR/LAWRENCE
 FF0937  USGS QUAD   -  STRAWBERRY (1980)
 FF0937
 FF0937                         *CURRENT SURVEY CONTROL
 FF0937  ___________________________________________________________________
 FF0937* NAD 83(1986)-  35 55 43.     (N)    091 17 31.     (W)     SCALED    
 FF0937* NAVD 88     -        90.854  (meters)     298.08   (feet)  ADJUSTED  
 FF0937  ___________________________________________________________________
 FF0937  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FF0937  DYNAMIC HT  -          90.777 (meters)     297.82  (feet)  COMP
 FF0937  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 FF0937
 FF0937  VERT ORDER  -  SECOND    CLASS 0
 FF0937
 FF0937.The horizontal coordinates were scaled from a topographic map and have
 FF0937.an estimated accuracy of +/- 6 seconds.
 FF0937
 FF0937.The orthometric height was determined by differential leveling
 FF0937.and adjusted by the National Geodetic Survey in June 1991..
 FF0937
 FF0937.The geoid height was determined by GEOID03.
 FF0937
 FF0937.The dynamic height is computed by dividing the NAVD 88
 FF0937.geopotential number by the normal gravity value computed on the
 FF0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0937.degrees latitude (g = 980.6199 gals.).
 FF0937
 FF0937.The modeled gravity was interpolated from observed gravity values.
 FF0937
 FF0937;                    North         East    Units  Estimated Accuracy
 FF0937;SPC AR N     -   177,210.      463,900.      MT  (+/- 180 meters Scaled)
 FF0937
 FF0937                          SUPERSEDED SURVEY CONTROL
 FF0937
 FF0937  NGVD 29 (??/??/??)   90.767  (m)          297.79   (f) ADJUSTED    2 0
 FF0937
 FF0937.Superseded values are not recommended for survey control.
 FF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0937.See file dsdata.txt to determine how the superseded data were derived.
 FF0937
 FF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV540773(NAD 83)
 FF0937_MARKER: DD = SURVEY DISK
 FF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0937_STAMPING: K 9-3 1934
 FF0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0937+STABILITY: SURFACE MOTION
 FF0937
 FF0937  HISTORY     - Date     Condition        Report By
 FF0937  HISTORY     - 1934     MONUMENTED       DOD
 FF0937  HISTORY     - 1949     GOOD             CGS
 FF0937  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0937
 FF0937                          STATION DESCRIPTION
 FF0937
 FF0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0937'AT SAFFELL.
 FF0937'AT SAFFELL, ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE
 FF0937'POST OFFICE, AT A CORRAL AND A LOG BARN ON THE SOUTH SLOPE OF A
 FF0937'HILL, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET
 FF0937'WEST OF A CUT, AND 1.5 FEET SOUTH OF THE CORRAL FENCE.  A CORPS
 FF0937'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED K 9-3 1934
 FF0937'AND SET IN THE TOP OF A CONCRETE CYLINDER.  NOTE-- THE MARK WAS
 FF0937'SEARCHED FOR BUT NOT FOUND.  THE CORRAL AND LOG BARN HAVE BEEN
 FF0937'REMOVED.  THIS MARK IS LOCATED NORTH OF THE PRESENT SITE OF
 FF0937'SAFFELL.  WAS UNABLE TO CHECK THE MILEAGE.
 FF0937
 FF0937                          STATION RECOVERY (2002)
 FF0937
 FF0937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0935 ***********************************************************************
 FF0935  DESIGNATION -  K 9 4
 FF0935  PID         -  FF0935
 FF0935  STATE/COUNTY-  AR/LAWRENCE
 FF0935  USGS QUAD   -  STRAWBERRY (1980)
 FF0935
 FF0935                         *CURRENT SURVEY CONTROL
 FF0935  ___________________________________________________________________
 FF0935* NAD 83(1986)-  35 53 46.     (N)    091 17 23.     (W)     SCALED    
 FF0935* NAVD 88     -       100.960  (meters)     331.23   (feet)  ADJUSTED  
 FF0935  ___________________________________________________________________
 FF0935  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FF0935  DYNAMIC HT  -         100.874 (meters)     330.95  (feet)  COMP
 FF0935  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 FF0935
 FF0935  VERT ORDER  -  SECOND    CLASS 0
 FF0935
 FF0935.The horizontal coordinates were scaled from a topographic map and have
 FF0935.an estimated accuracy of +/- 6 seconds.
 FF0935
 FF0935.The orthometric height was determined by differential leveling
 FF0935.and adjusted by the National Geodetic Survey in June 1991..
 FF0935
 FF0935.The geoid height was determined by GEOID03.
 FF0935
 FF0935.The dynamic height is computed by dividing the NAVD 88
 FF0935.geopotential number by the normal gravity value computed on the
 FF0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0935.degrees latitude (g = 980.6199 gals.).
 FF0935
 FF0935.The modeled gravity was interpolated from observed gravity values.
 FF0935
 FF0935;                    North         East    Units  Estimated Accuracy
 FF0935;SPC AR N     -   173,610.      464,120.      MT  (+/- 180 meters Scaled)
 FF0935
 FF0935                          SUPERSEDED SURVEY CONTROL
 FF0935
 FF0935  NGVD 29 (??/??/??)  100.875  (m)          330.95   (f) ADJUSTED    2 0
 FF0935
 FF0935.Superseded values are not recommended for survey control.
 FF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0935.See file dsdata.txt to determine how the superseded data were derived.
 FF0935
 FF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV543737(NAD 83)
 FF0935_MARKER: DD = SURVEY DISK
 FF0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0935_STAMPING: K 9-4 1934
 FF0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0935+STABILITY: SURFACE MOTION
 FF0935
 FF0935  HISTORY     - Date     Condition        Report By
 FF0935  HISTORY     - 1934     MONUMENTED       DOD
 FF0935  HISTORY     - 1949     GOOD             CGS
 FF0935  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0935
 FF0935                          STATION DESCRIPTION
 FF0935
 FF0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0935'2.5 MI S FROM SAFFELL.
 FF0935'2.5 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FF0935'SAFFELL, 100 FEET NORTHEAST OF THE JUNCTION WITH A ROAD LEADING
 FF0935'SOUTHEAST, AT A CURVE, 71 FEET EAST OF THE CENTERLINE OF THE
 FF0935'HIGHWAY, AND 44 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 FF0935'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED K 9-4
 FF0935'1934 AND SET IN THE TOP OF A CONCRETE CYLINDER.
 FF0935
 FF0935                          STATION RECOVERY (2002)
 FF0935
 FF0935'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1456 ***********************************************************************
 DK1456  DESIGNATION -  K 90
 DK1456  PID         -  DK1456
 DK1456  STATE/COUNTY-  AR/LINCOLN
 DK1456  USGS QUAD   -  AVERY (1964)
 DK1456
 DK1456                         *CURRENT SURVEY CONTROL
 DK1456  ___________________________________________________________________
 DK1456* NAD 83(1986)-  33 56 55.     (N)    091 39 07.     (W)     SCALED    
 DK1456* NAVD 88     -        53.523  (meters)     175.60   (feet)  ADJUSTED  
 DK1456  ___________________________________________________________________
 DK1456  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DK1456  DYNAMIC HT  -          53.469 (meters)     175.42  (feet)  COMP
 DK1456  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 DK1456
 DK1456  VERT ORDER  -  SECOND    CLASS 0
 DK1456
 DK1456.The horizontal coordinates were scaled from a topographic map and have
 DK1456.an estimated accuracy of +/- 6 seconds.
 DK1456
 DK1456.The orthometric height was determined by differential leveling
 DK1456.and adjusted by the National Geodetic Survey in June 1991..
 DK1456
 DK1456.The geoid height was determined by GEOID03.
 DK1456
 DK1456.The dynamic height is computed by dividing the NAVD 88
 DK1456.geopotential number by the normal gravity value computed on the
 DK1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1456.degrees latitude (g = 980.6199 gals.).
 DK1456
 DK1456.The modeled gravity was interpolated from observed gravity values.
 DK1456
 DK1456;                    North         East    Units  Estimated Accuracy
 DK1456;SPC AR S     -   542,240.      432,170.      MT  (+/- 180 meters Scaled)
 DK1456
 DK1456                          SUPERSEDED SURVEY CONTROL
 DK1456
 DK1456  NGVD 29 (??/??/??)   53.604  (m)          175.87   (f) ADJUSTED    2 0
 DK1456
 DK1456.Superseded values are not recommended for survey control.
 DK1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1456.See file dsdata.txt to determine how the superseded data were derived.
 DK1456
 DK1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT245572(NAD 83)
 DK1456_MARKER: DB = BENCH MARK DISK
 DK1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1456_STAMPING: K-90 1935
 DK1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1456+STABILITY: SURFACE MOTION
 DK1456
 DK1456  HISTORY     - Date     Condition        Report By
 DK1456  HISTORY     - 1935     MONUMENTED       CGS
 DK1456
 DK1456                          STATION DESCRIPTION
 DK1456
 DK1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1456'6 MI W FROM GOULD.
 DK1456'6 MILES WEST OF, ALONG THE ARKANSAS R.R., FROM STATION ABOUT 520 FEET
 DK1456'NORTHEAST OF THE NORTHEAST CORNER OF THE BOILER SHED OF A SAWMILL. 78
 DK1456'FEET NORTHEAST OF THE EAST END OF THE SAWMILL SIDE TRACK.  68 FEET
 DK1456'NORTHEAST OF CENTER OF A ROAD CROSSING.  60 FEET EAST OF SOUTHEAST
 DK1456'CORNER OF A PICKET FENCE.  47 FEET NORTH OF CENTER OF RAILROAD TRACKS.
 DK1456'22 FEET EAST OF R/W FENCE CORNER.  4 FEET SOUTH OF R/W FENCE LINE.
 DK1456'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0044 ***********************************************************************
 DL0044  DESIGNATION -  K 91
 DL0044  PID         -  DL0044
 DL0044  STATE/COUNTY-  AR/CALHOUN
 DL0044  USGS QUAD   -  TINSMAN (1985)
 DL0044
 DL0044                         *CURRENT SURVEY CONTROL
 DL0044  ___________________________________________________________________
 DL0044* NAD 83(1986)-  33 38 50.     (N)    092 21 15.     (W)     SCALED    
 DL0044* NAVD 88     -        53.705  (meters)     176.20   (feet)  ADJUSTED  
 DL0044  ___________________________________________________________________
 DL0044  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DL0044  DYNAMIC HT  -          53.650 (meters)     176.02  (feet)  COMP
 DL0044  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 DL0044
 DL0044  VERT ORDER  -  SECOND    CLASS 0
 DL0044
 DL0044.The horizontal coordinates were scaled from a topographic map and have
 DL0044.an estimated accuracy of +/- 6 seconds.
 DL0044
 DL0044.The orthometric height was determined by differential leveling
 DL0044.and adjusted by the National Geodetic Survey in June 1991..
 DL0044
 DL0044.The geoid height was determined by GEOID03.
 DL0044
 DL0044.The dynamic height is computed by dividing the NAVD 88
 DL0044.geopotential number by the normal gravity value computed on the
 DL0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0044.degrees latitude (g = 980.6199 gals.).
 DL0044
 DL0044.The modeled gravity was interpolated from observed gravity values.
 DL0044
 DL0044;                    North         East    Units  Estimated Accuracy
 DL0044;SPC AR S     -   508,810.      367,150.      MT  (+/- 180 meters Scaled)
 DL0044
 DL0044                          SUPERSEDED SURVEY CONTROL
 DL0044
 DL0044  NGVD 29 (??/??/92)   53.766  (m)          176.40   (f) ADJ UNCH    2 0
 DL0044
 DL0044.Superseded values are not recommended for survey control.
 DL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0044.See file dsdata.txt to determine how the superseded data were derived.
 DL0044
 DL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT598232(NAD 83)
 DL0044_MARKER: DB = BENCH MARK DISK
 DL0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0044_STAMPING: K-91 1935
 DL0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0044+STABILITY: SURFACE MOTION
 DL0044
 DL0044  HISTORY     - Date     Condition        Report By
 DL0044  HISTORY     - 1935     MONUMENTED       CGS
 DL0044  HISTORY     - 1964     GOOD             NGS
 DL0044
 DL0044                          STATION DESCRIPTION
 DL0044
 DL0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0044'1.2 MI N FROM TINSMAN.
 DL0044'1.2 MILE NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  SET AT
 DL0044'RAILROAD CROSSING.  69.3 FEET NORTHWEST OF CENTERLINE OF COUNTY ROAD
 DL0044'AT RAILROAD CROSSING.  61.4 FEET NORTH OF CENTERLINE OF COUNTY ROAD.
 DL0044'45.5 FEET WEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.
 DL0044'50.2 FEET SOUTH OF TELEPHONE POLE MARKED 63-5.  4.3 FEET NORTHEAST OF
 DL0044'SOUTHWEST CORNER OF FENCE.  2.8 FT. EAST OF FENCE PARALLELING
 DL0044'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 DL0044
 DL0044                          STATION RECOVERY (1964)
 DL0044
 DL0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1391 ***********************************************************************
 DK1391  DESIGNATION -  K 92
 DK1391  PID         -  DK1391
 DK1391  STATE/COUNTY-  AR/ASHLEY
 DK1391  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1391
 DK1391                         *CURRENT SURVEY CONTROL
 DK1391  ___________________________________________________________________
 DK1391* NAD 83(1986)-  33 12 37.     (N)    091 58 36.     (W)     SCALED    
 DK1391* NAVD 88     -        44.481  (meters)     145.93   (feet)  ADJUSTED  
 DK1391  ___________________________________________________________________
 DK1391  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DK1391  DYNAMIC HT  -          44.434 (meters)     145.78  (feet)  COMP
 DK1391  MODELED GRAV-     979,579.1   (mgal)                       NAVD 88
 DK1391
 DK1391  VERT ORDER  -  SECOND    CLASS 0
 DK1391
 DK1391.The horizontal coordinates were scaled from a topographic map and have
 DK1391.an estimated accuracy of +/- 6 seconds.
 DK1391
 DK1391.The orthometric height was determined by differential leveling
 DK1391.and adjusted by the National Geodetic Survey in June 1991..
 DK1391
 DK1391.The geoid height was determined by GEOID03.
 DK1391
 DK1391.The dynamic height is computed by dividing the NAVD 88
 DK1391.geopotential number by the normal gravity value computed on the
 DK1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1391.degrees latitude (g = 980.6199 gals.).
 DK1391
 DK1391.The modeled gravity was interpolated from observed gravity values.
 DK1391
 DK1391;                    North         East    Units  Estimated Accuracy
 DK1391;SPC AR S     -   460,300.      402,180.      MT  (+/- 180 meters Scaled)
 DK1391
 DK1391                          SUPERSEDED SURVEY CONTROL
 DK1391
 DK1391  NGVD 29 (??/??/??)   44.555  (m)          146.18   (f) ADJUSTED    2 0
 DK1391
 DK1391.Superseded values are not recommended for survey control.
 DK1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1391.See file dsdata.txt to determine how the superseded data were derived.
 DK1391
 DK1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS953750(NAD 83)
 DK1391_MARKER: DB = BENCH MARK DISK
 DK1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1391_STAMPING: K 92 1935
 DK1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1391+STABILITY: SURFACE MOTION
 DK1391
 DK1391  HISTORY     - Date     Condition        Report By
 DK1391  HISTORY     - 1935     MONUMENTED       CGS
 DK1391  HISTORY     - 1951     GOOD             CGS
 DK1391  HISTORY     - 1973     MARK NOT FOUND   USGS
 DK1391
 DK1391                          STATION DESCRIPTION
 DK1391
 DK1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DK1391'5.5 MI NW FROM CROSSETT.
 DK1391'5.5 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DK1391'RAILROAD FROM THE STATION AT CROSSETT, ASHLEY COUNTY, AT MILEPOST 37,
 DK1391'62.8 FEET WEST OF THE WHITLOW SIDING MARKER, 55 YARDS WEST OF THE
 DK1391'CENTER OF A ROAD CROSSING, 150 FEET SOUTH OF THE CENTERLINE OF A WYE,
 DK1391'71.7 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND 2.5 FEET
 DK1391'SOUTHWEST OF POLE 36+20.  A STANDARD DISK, STAMPED K 92 1935 AND SET
 DK1391'IN THE TOP OF A CONCRETE POST.
 DK1391
 DK1391                          STATION RECOVERY (1973)
 DK1391
 DK1391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DK1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1505 ***********************************************************************
 FG1505  DESIGNATION -  K 93
 FG1505  PID         -  FG1505
 FG1505  STATE/COUNTY-  AR/FRANKLIN
 FG1505  USGS QUAD   -  CRAVENS (1973)
 FG1505
 FG1505                         *CURRENT SURVEY CONTROL
 FG1505  ___________________________________________________________________
 FG1505* NAD 83(1986)-  35 35 39.     (N)    093 54 49.     (W)     SCALED    
 FG1505* NAVD 88     -       319.914  (meters)    1049.58   (feet)  ADJUSTED  
 FG1505  ___________________________________________________________________
 FG1505  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FG1505  DYNAMIC HT  -         319.620 (meters)    1048.62  (feet)  COMP
 FG1505  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FG1505
 FG1505  VERT ORDER  -  SECOND    CLASS 0
 FG1505
 FG1505.The horizontal coordinates were scaled from a topographic map and have
 FG1505.an estimated accuracy of +/- 6 seconds.
 FG1505
 FG1505.The orthometric height was determined by differential leveling
 FG1505.and adjusted by the National Geodetic Survey in June 1991..
 FG1505
 FG1505.The geoid height was determined by GEOID03.
 FG1505
 FG1505.The dynamic height is computed by dividing the NAVD 88
 FG1505.geopotential number by the normal gravity value computed on the
 FG1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1505.degrees latitude (g = 980.6199 gals.).
 FG1505
 FG1505.The modeled gravity was interpolated from observed gravity values.
 FG1505
 FG1505;                    North         East    Units  Estimated Accuracy
 FG1505;SPC AR N     -   141,560.      226,600.      MT  (+/- 180 meters Scaled)
 FG1505
 FG1505                          SUPERSEDED SURVEY CONTROL
 FG1505
 FG1505  NGVD 29 (??/??/92)  319.840  (m)         1049.34   (f) ADJ UNCH    2 0
 FG1505
 FG1505.Superseded values are not recommended for survey control.
 FG1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1505.See file dsdata.txt to determine how the superseded data were derived.
 FG1505
 FG1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV172393(NAD 83)
 FG1505_MARKER: DB = BENCH MARK DISK
 FG1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1505_STAMPING: K 93 1935
 FG1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1505+STABILITY: SURFACE MOTION
 FG1505
 FG1505  HISTORY     - Date     Condition        Report By
 FG1505  HISTORY     - 1935     MONUMENTED       CGS
 FG1505  HISTORY     - 1959     GOOD             NGS
 FG1505
 FG1505                          STATION DESCRIPTION
 FG1505
 FG1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1505'2.8 MI SW FROM JETHRO.
 FG1505'2.8 MILES SOUTHWEST ALONG THE JETHRO-MULBERRY ROAD FROM THE POST
 FG1505'OFFICE AT JETHRO, FRANKLIN COUNTY, AT THE JUNCTION OF THE JETHRO-WHITE
 FG1505'ROCK ROAD, 89 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 31 FEET
 FG1505'NORTH OF THE CENTERLINE OF THE WHITE ROCK ROAD, 10 FEET WEST OF THE
 FG1505'WEST END OF A GATE, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 FG1505'STAMPED K 93 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 FG1505'WHITE ROCK ROAD HAS A GATE ACROSS IT AND IS NOT OPEN FOR PUBLIC
 FG1505'TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1413 ***********************************************************************
 FG1413  DESIGNATION -  K 94
 FG1413  PID         -  FG1413
 FG1413  STATE/COUNTY-  AR/JOHNSON
 FG1413  USGS QUAD   -  HARMONY (1963)
 FG1413
 FG1413                         *CURRENT SURVEY CONTROL
 FG1413  ___________________________________________________________________
 FG1413* NAD 83(1986)-  35 33 16.     (N)    093 36 03.     (W)     SCALED    
 FG1413* NAVD 88     -       193.424  (meters)     634.59   (feet)  ADJUSTED  
 FG1413  ___________________________________________________________________
 FG1413  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FG1413  DYNAMIC HT  -         193.245 (meters)     634.00  (feet)  COMP
 FG1413  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FG1413
 FG1413  VERT ORDER  -  SECOND    CLASS 0
 FG1413
 FG1413.The horizontal coordinates were scaled from a topographic map and have
 FG1413.an estimated accuracy of +/- 6 seconds.
 FG1413
 FG1413.The orthometric height was determined by differential leveling
 FG1413.and adjusted by the National Geodetic Survey in June 1991..
 FG1413
 FG1413.The geoid height was determined by GEOID03.
 FG1413
 FG1413.The dynamic height is computed by dividing the NAVD 88
 FG1413.geopotential number by the normal gravity value computed on the
 FG1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1413.degrees latitude (g = 980.6199 gals.).
 FG1413
 FG1413.The modeled gravity was interpolated from observed gravity values.
 FG1413
 FG1413;                    North         East    Units  Estimated Accuracy
 FG1413;SPC AR N     -   136,650.      254,870.      MT  (+/- 180 meters Scaled)
 FG1413
 FG1413                          SUPERSEDED SURVEY CONTROL
 FG1413
 FG1413  NGVD 29 (??/??/92)  193.382  (m)          634.45   (f) ADJ UNCH    2 0
 FG1413
 FG1413.Superseded values are not recommended for survey control.
 FG1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1413.See file dsdata.txt to determine how the superseded data were derived.
 FG1413
 FG1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV455346(NAD 83)
 FG1413_MARKER: DB = BENCH MARK DISK
 FG1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1413_STAMPING: K 94 1935
 FG1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1413+STABILITY: SURFACE MOTION
 FG1413
 FG1413  HISTORY     - Date     Condition        Report By
 FG1413  HISTORY     - 1935     MONUMENTED       CGS
 FG1413  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1413
 FG1413                          STATION DESCRIPTION
 FG1413
 FG1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1413'5.8 MI NE FROM HUNT.
 FG1413'5.8 MILES NORTHEAST ALONG THE ROAD TO HARMONY-HUNT FROM THE WALTER
 FG1413'TEMPLE HOME AT HUNT, JOHNSON COUNTY, 50 FEET NORTH OF THE JUNCTION OF
 FG1413'THREE ROADS, 26 FEET NORTH OF THE NORTHWEST END OF A BRIDGE, 24 FEET
 FG1413'NORTHWEST OF THE CENTERLINE OF A ROAD LEADING NORTHEAST, 20 FEET
 FG1413'NORTHEAST OF A SOUTH FENCE CORNER, AND 2 FEET SOUTHEAST OF A FENCE. A
 FG1413'STANDARD DISK, STAMPED K 94 1935 AND SET IN THE TOP OF A CONCRETE
 FG1413'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1480 ***********************************************************************
 FG1480  DESIGNATION -  K 95
 FG1480  PID         -  FG1480
 FG1480  STATE/COUNTY-  AR/JOHNSON
 FG1480  USGS QUAD   -  OARK (1973)
 FG1480
 FG1480                         *CURRENT SURVEY CONTROL
 FG1480  ___________________________________________________________________
 FG1480* NAD 83(1986)-  35 39 30.     (N)    093 35 34.     (W)     SCALED    
 FG1480* NAVD 88     -       328.140  (meters)    1076.57   (feet)  ADJUSTED  
 FG1480  ___________________________________________________________________
 FG1480  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FG1480  DYNAMIC HT  -         327.826 (meters)    1075.54  (feet)  COMP
 FG1480  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 FG1480
 FG1480  VERT ORDER  -  SECOND    CLASS 0
 FG1480
 FG1480.The horizontal coordinates were scaled from a topographic map and have
 FG1480.an estimated accuracy of +/- 6 seconds.
 FG1480
 FG1480.The orthometric height was determined by differential leveling
 FG1480.and adjusted by the National Geodetic Survey in June 1991..
 FG1480
 FG1480.The geoid height was determined by GEOID03.
 FG1480
 FG1480.The dynamic height is computed by dividing the NAVD 88
 FG1480.geopotential number by the normal gravity value computed on the
 FG1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1480.degrees latitude (g = 980.6199 gals.).
 FG1480
 FG1480.The modeled gravity was interpolated from observed gravity values.
 FG1480
 FG1480;                    North         East    Units  Estimated Accuracy
 FG1480;SPC AR N     -   148,160.      255,790.      MT  (+/- 180 meters Scaled)
 FG1480
 FG1480                          SUPERSEDED SURVEY CONTROL
 FG1480
 FG1480  NGVD 29 (??/??/92)  328.075  (m)         1076.36   (f) ADJ UNCH    2 0
 FG1480
 FG1480.Superseded values are not recommended for survey control.
 FG1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1480.See file dsdata.txt to determine how the superseded data were derived.
 FG1480
 FG1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV463462(NAD 83)
 FG1480_MARKER: DB = BENCH MARK DISK
 FG1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1480_STAMPING: K 95 1935
 FG1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1480+STABILITY: SURFACE MOTION
 FG1480
 FG1480  HISTORY     - Date     Condition        Report By
 FG1480  HISTORY     - 1935     MONUMENTED       CGS
 FG1480
 FG1480                          STATION DESCRIPTION
 FG1480
 FG1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1480'1.8 MI W FROM OARK.
 FG1480'1.8 MILES WEST ALONG THE TAFT-OARK ROAD FROM THE POST OFFICE AT OARK,
 FG1480'JOHNSON COUNTY, 2.0 MILES SOUTH ALONG STATE HIGHWAY 123, 1.8 MILES
 FG1480'SOUTH OF A BRIDGE OVER MULBERRY CREEK, IN A VALLEY BETWEEN HIGH
 FG1480'RIDGES, 72 FEET WEST OF THE BANK OF A STREAM, 55 FEET NORTHWEST OF THE
 FG1480'CENTER OF A ROAD JUNCTION, AND 46 FEET WEST OF THE CENTERLINE OF A
 FG1480'ROAD.  A STANDARD DISK, STAMPED K 95 1935 AND SET IN THE TOP OF A
 FG1480'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0368 ***********************************************************************
 EJ0368  DESIGNATION -  K 96
 EJ0368  PID         -  EJ0368
 EJ0368  STATE/COUNTY-  AR/SALINE
 EJ0368  USGS QUAD   -  BRYANT (1987)
 EJ0368
 EJ0368                         *CURRENT SURVEY CONTROL
 EJ0368  ___________________________________________________________________
 EJ0368* NAD 83(1986)-  34 30 26.     (N)    092 27 36.     (W)     SCALED    
 EJ0368* NAVD 88     -       119.620  (meters)     392.45   (feet)  ADJUSTED  
 EJ0368  ___________________________________________________________________
 EJ0368  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EJ0368  DYNAMIC HT  -         119.506 (meters)     392.08  (feet)  COMP
 EJ0368  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 EJ0368
 EJ0368  VERT ORDER  -  SECOND    CLASS 0
 EJ0368
 EJ0368.The horizontal coordinates were scaled from a topographic map and have
 EJ0368.an estimated accuracy of +/- 6 seconds.
 EJ0368
 EJ0368.The orthometric height was determined by differential leveling
 EJ0368.and adjusted by the National Geodetic Survey in June 1991..
 EJ0368
 EJ0368.The geoid height was determined by GEOID03.
 EJ0368
 EJ0368.The dynamic height is computed by dividing the NAVD 88
 EJ0368.geopotential number by the normal gravity value computed on the
 EJ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0368.degrees latitude (g = 980.6199 gals.).
 EJ0368
 EJ0368.The modeled gravity was interpolated from observed gravity values.
 EJ0368
 EJ0368;                    North         East    Units  Estimated Accuracy
 EJ0368;SPC AR S     -   604,240.      357,760.      MT  (+/- 180 meters Scaled)
 EJ0368
 EJ0368                          SUPERSEDED SURVEY CONTROL
 EJ0368
 EJ0368  NGVD 29 (??/??/92)  119.665  (m)          392.60   (f) ADJ UNCH    2 0
 EJ0368
 EJ0368.Superseded values are not recommended for survey control.
 EJ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0368.See file dsdata.txt to determine how the superseded data were derived.
 EJ0368
 EJ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU495185(NAD 83)
 EJ0368_MARKER: DB = BENCH MARK DISK
 EJ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0368_STAMPING: K 96 1935
 EJ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0368+STABILITY: SURFACE MOTION
 EJ0368
 EJ0368  HISTORY     - Date     Condition        Report By
 EJ0368  HISTORY     - 1935     MONUMENTED       CGS
 EJ0368  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0368  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0368
 EJ0368                          STATION DESCRIPTION
 EJ0368
 EJ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0368'8.3 MI N FROM BELFAST.
 EJ0368'IN SALINE COUNTY, 8.3 MILES NORTH ALONG THE ALEXANDER ROAD FROM THE
 EJ0368'MISSOURI PACIFIC RAILROAD STATION AT BELFAST, GRANT COUNTY, 4.8 MILES
 EJ0368'NORTH OF THE INTERSECTION OF THE ICO ROAD, 1.0 MILE SOUTH OF A ROAD
 EJ0368'INTERSECTION, 60 FEET WEST OF THE H. B. WHITFIELD WATER WELL, 40 FEET
 EJ0368'SOUTHWEST OF THE SOUTHWEST CORNER OF THE H.B. WHITFIELD FARMHOUSE IN
 EJ0368'1935, 21.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2.2 FEET
 EJ0368'SOUTH OF THE SOUTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED K
 EJ0368'96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0368
 EJ0368                          STATION RECOVERY (1989)
 EJ0368
 EJ0368'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0368'MARK NOT FOUND.
 EJ0368
 EJ0368                          STATION RECOVERY (1998)
 EJ0368
 EJ0368'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0497 ***********************************************************************
 EJ0497  DESIGNATION -  K 97
 EJ0497  PID         -  EJ0497
 EJ0497  STATE/COUNTY-  AR/JEFFERSON
 EJ0497  USGS QUAD   -  HARDIN (1984)
 EJ0497
 EJ0497                         *CURRENT SURVEY CONTROL
 EJ0497  ___________________________________________________________________
 EJ0497* NAD 83(1986)-  34 21 25.     (N)    092 09 00.     (W)     SCALED    
 EJ0497* NAVD 88     -       102.810  (meters)     337.30   (feet)  POSTED    
 EJ0497  ___________________________________________________________________
 EJ0497  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ0497  DYNAMIC HT  -         102.710 (meters)     336.97  (feet)  COMP
 EJ0497  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 EJ0497
 EJ0497  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0497
 EJ0497.The horizontal coordinates were scaled from a topographic map and have
 EJ0497.an estimated accuracy of +/- 6 seconds.
 EJ0497
 EJ0497.The orthometric height was determined by differential leveling
 EJ0497.and adjusted by the National Geodetic Survey in 1992..
 EJ0497.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0497.rate of 0.0 thru 1.0 mm/km.
 EJ0497
 EJ0497.The geoid height was determined by GEOID03.
 EJ0497
 EJ0497.The dynamic height is computed by dividing the NAVD 88
 EJ0497.geopotential number by the normal gravity value computed on the
 EJ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0497.degrees latitude (g = 980.6199 gals.).
 EJ0497
 EJ0497.The modeled gravity was interpolated from observed gravity values.
 EJ0497
 EJ0497;                    North         East    Units  Estimated Accuracy
 EJ0497;SPC AR S     -   587,480.      386,200.      MT  (+/- 180 meters Scaled)
 EJ0497
 EJ0497                          SUPERSEDED SURVEY CONTROL
 EJ0497
 EJ0497  NGVD 29 (??/??/92)  102.900  (m)          337.60   (f) ADJ UNCH    1 2
 EJ0497
 EJ0497.Superseded values are not recommended for survey control.
 EJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0497.See file dsdata.txt to determine how the superseded data were derived.
 EJ0497
 EJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU781020(NAD 83)
 EJ0497_MARKER: DB = BENCH MARK DISK
 EJ0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0497_STAMPING: K 97 1935
 EJ0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0497+STABILITY: SURFACE MOTION
 EJ0497
 EJ0497  HISTORY     - Date     Condition        Report By
 EJ0497  HISTORY     - 1935     MONUMENTED       CGS
 EJ0497  HISTORY     - 1937     GOOD             ARGS
 EJ0497  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0497
 EJ0497                          STATION DESCRIPTION
 EJ0497
 EJ0497'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0497'1.9 MI SE FROM JEFFERSN SPRINGS.
 EJ0497'1.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0497'STATION AT JEFFERSON SPRINGS, JEFFERSON COUNTY, 78 FEET WEST OF POLE
 EJ0497'375+17, 30.6 FEET WEST OF THE WEST RAIL, AND 7 FEET EAST OF POLE 967.
 EJ0497'A STANDARD DISK, STAMPED K 97 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0497'POST.
 EJ0497
 EJ0497                          STATION RECOVERY (1984)
 EJ0497
 EJ0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0497'NOT RECOVERED, THE CUT BANK BADLY ERODED, PRESUMED COVERED OVER BY
 EJ0497'TRASH AND DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0880 ***********************************************************************
 EJ0880  DESIGNATION -  K 98
 EJ0880  PID         -  EJ0880
 EJ0880  STATE/COUNTY-  AR/SALINE
 EJ0880  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0880
 EJ0880                         *CURRENT SURVEY CONTROL
 EJ0880  ___________________________________________________________________
 EJ0880* NAD 83(1986)-  34 42 33.     (N)    092 42 20.     (W)     SCALED    
 EJ0880* NAVD 88     -       130.846  (meters)     429.28   (feet)  ADJUSTED  
 EJ0880  ___________________________________________________________________
 EJ0880  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EJ0880  DYNAMIC HT  -         130.720 (meters)     428.87  (feet)  COMP
 EJ0880  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EJ0880
 EJ0880  VERT ORDER  -  SECOND    CLASS 0
 EJ0880
 EJ0880.The horizontal coordinates were scaled from a topographic map and have
 EJ0880.an estimated accuracy of +/- 6 seconds.
 EJ0880
 EJ0880.The orthometric height was determined by differential leveling
 EJ0880.and adjusted by the National Geodetic Survey in June 1991..
 EJ0880
 EJ0880.The geoid height was determined by GEOID03.
 EJ0880
 EJ0880.The dynamic height is computed by dividing the NAVD 88
 EJ0880.geopotential number by the normal gravity value computed on the
 EJ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0880.degrees latitude (g = 980.6199 gals.).
 EJ0880
 EJ0880.The modeled gravity was interpolated from observed gravity values.
 EJ0880
 EJ0880;                    North         East    Units  Estimated Accuracy
 EJ0880;SPC AR S     -   626,770.      335,370.      MT  (+/- 180 meters Scaled)
 EJ0880
 EJ0880                          SUPERSEDED SURVEY CONTROL
 EJ0880
 EJ0880  NGVD 29 (??/??/92)  130.869  (m)          429.36   (f) ADJ UNCH    2 0
 EJ0880
 EJ0880.Superseded values are not recommended for survey control.
 EJ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0880.See file dsdata.txt to determine how the superseded data were derived.
 EJ0880
 EJ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU269408(NAD 83)
 EJ0880_MARKER: DB = BENCH MARK DISK
 EJ0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0880_STAMPING: K 98 1935
 EJ0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0880+STABILITY: SURFACE MOTION
 EJ0880
 EJ0880  HISTORY     - Date     Condition        Report By
 EJ0880  HISTORY     - 1935     MONUMENTED       CGS
 EJ0880  HISTORY     - 1939     GOOD             NGS
 EJ0880
 EJ0880                          STATION DESCRIPTION
 EJ0880
 EJ0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0880'2.0 MI NW FROM BLAND.
 EJ0880'2.0 MILES NORTHWEST ALONG THE GRADED ROAD LEADING TO THE JUNCTION OF
 EJ0880'STATE HIGHWAY 9 FROM THE INTERSECTION OF THE FERNDALE ROAD AT BLAND,
 EJ0880'SALINE COUNTY, 0.5 MILE NORTH OF A WOODEN BRIDGE OVER DOG CREEK, 105
 EJ0880'FEET NORTH OF THE NORTH END OF THE SAM POWER HOUSE, 18 FEET EAST OF
 EJ0880'THE CENTERLINE OF THE ROAD, 5 FEET NORTHEAST OF THE SOUTHWEST FENCE
 EJ0880'CORNER, 2 FEET EAST OF THE FENCE, AND INSIDE THE GARDEN.  A STANDARD
 EJ0880'DISK, STAMPED K 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1436 ***********************************************************************
 DL1436  DESIGNATION -  KAIRK
 DL1436  PID         -  DL1436
 DL1436  STATE/COUNTY-  AR/NEVADA
 DL1436  USGS QUAD   -  BLUFF CITY (1973)
 DL1436
 DL1436                         *CURRENT SURVEY CONTROL
 DL1436  ___________________________________________________________________
 DL1436* NAD 83(1997)-  33 39 37.27584(N)    093 09 08.31276(W)     ADJUSTED  
 DL1436* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 DL1436  ___________________________________________________________________
 DL1436  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DL1436  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DL1436
 DL1436  HORZ ORDER  -  FIRST
 DL1436
 DL1436.The horizontal coordinates were established by classical geodetic methods
 DL1436.and adjusted by the National Geodetic Survey in September 1999..
 DL1436
 DL1436.The orthometric height was scaled from a topographic map.
 DL1436
 DL1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1436
 DL1436.The geoid height was determined by GEOID03.
 DL1436
 DL1436;                    North         East     Units Scale Factor Converg.
 DL1436;SPC AR S     -   510,813.788   293,131.058   MT  0.99993965   -0 38 41.8
 DL1436;SPC AR S     - 1,675,894.90    961,714.15   sFT  0.99993965   -0 38 41.8
 DL1436;UTM  15      - 3,724,508.190   485,878.846   MT  0.99960246   -0 05 03.9
 DL1436
 DL1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1436!SPC AR S     -   0.99998675  x   0.99993965  =   0.99992640
 DL1436!UTM  15      -   0.99998675  x   0.99960246  =   0.99958921
 DL1436
 DL1436|---------------------------------------------------------------------|
 DL1436| PID    Reference Object                     Distance      Geod. Az  |
 DL1436|                                                           dddmmss.s |
 DL1436| CX6580 KAIRK RM 1                           25.370 METERS 02030     |
 DL1436| CX6581 KAIRK RM 2                           23.534 METERS 16101     |
 DL1436| DL1437 CALE                                APPROX. 9.8 KM 2474718.6 |
 DL1436| CX6579 KAIRK AZ MK                                        3395924.0 |
 DL1436| EJ1981 DALLAS LITTLE ROCK AWY BCN 23       APPROX.39.6 KM 3485903.5 |
 DL1436|---------------------------------------------------------------------|
 DL1436
 DL1436                          SUPERSEDED SURVEY CONTROL
 DL1436
 DL1436  NAD 83(1997)-  33 39 37.28444(N)    093 09 08.30510(W) AD(       ) 1
 DL1436  NAD 83(1986)-  33 39 37.28648(N)    093 09 08.30358(W) AD(       ) 1
 DL1436  NAD 27      -  33 39 36.88200(N)    093 09 07.70600(W) AD(       ) 1
 DL1436
 DL1436.Superseded values are not recommended for survey control.
 DL1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1436.See file dsdata.txt to determine how the superseded data were derived.
 DL1436
 DL1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8587924508(NAD 83)
 DL1436_MARKER: DS = TRIANGULATION STATION DISK
 DL1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1436_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1436
 DL1436  HISTORY     - Date     Condition        Report By
 DL1436  HISTORY     - 1942     MONUMENTED       CGS
 DL1436  HISTORY     - 1963     GOOD             CGS
 DL1436  HISTORY     - 1983     SEE DESCRIPTION  NGS
 DL1436
 DL1436                          STATION DESCRIPTION
 DL1436
 DL1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1436'STATION IS ABOUT 5 MILES (AIR LINE) S BY W OF BLUFF CITY ON THE
 DL1436'OLD KIRK ESTATE, ON LAND OWNED BY THE U.S. DEPARTMENT OF
 DL1436'AGRICULTURE.  IT IS AT THE E EDGE OF A CULTIVATED FIELD, 28
 DL1436'FEET W OF A FENCE, 17 FEET W OF THE CENTER LINE OF A NARROW ROAD
 DL1436'AND 1.5 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED KAIRK
 DL1436'1942 AND PROJECTS 4 INCHES.
 DL1436'
 DL1436'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1436'BRONZE DISKS SET IN CONCRETE.
 DL1436'
 DL1436'REFERENCE MARK NO. 1 IS 2 FEET W OF A FENCE AND 10 FEET E OF THE
 DL1436'CENTER LINE OF A NARROW ROAD.  IT IS STAMPED KAIRK NO.1 1942 AND
 DL1436'PROJECTS 6 INCHES.
 DL1436'
 DL1436'REFERENCE MARK NO. 2 IS 2 FEET W OF A FENCE, 10 FEET E OF THE
 DL1436'CENTER LINE OF A NARROW ROAD, AND 20 FEET NE OF A LONE 36-INCH
 DL1436'TREE.  IT IS STAMPED KAIRK NO.2 1942 AND PROJECTS 6 INCHES.
 DL1436'
 DL1436'THE AZIMUTH MARK IS 4 FEET N OF A WHITE REFERENCE POST AND 10 FEET
 DL1436'W OF THE CENTER LINE OF A NARROW ROAD.  IT IS STAMPED KAIRK 1942
 DL1436'AND PROJECTS 10 INCHES.
 DL1436'
 DL1436'TO REACH THE STATION FROM AN ESSO SERVICE STATION NEAR THE W EDGE
 DL1436'OF BLUFF CITY, GO S FOR 0.05 MILE TO A FORKS, TURN RIGHT (SW)
 DL1436'AND FOLLOW MAIN ROAD FOR 3.05 MILES TO A C.C.C. NURSERY GATE
 DL1436'ON THE LEFT.  CONTINUE S FOR 1.0 MILE TO THE EBENEZER CHURCH ON
 DL1436'THE RIGHT.  TURN LEFT ON A NARROW, SANDY ROAD FIRST E THEN S FOR
 DL1436'1.2 MILES TO A FORKS.  TAKE RIGHT FORK FOR 0.05 MILE TO THE
 DL1436'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON MAIN ROAD, S AND E FOR
 DL1436'0.75 MILE TO A CROSS ROAD.  CONTINUE AHEAD (S) FOR 0.05 MILE
 DL1436'TO THE STATION ON THE RIGHT.
 DL1436'
 DL1436'A 103-FOOT SIGNAL AT LACKLAND IS VISIBLE AT 37 FEET.
 DL1436'
 DL1436'A 77-FOOT SIGNAL AT CHIDESTER IS VISIBLE AT 50 FEET.
 DL1436'
 DL1436'A 90-FOOT SIGNAL AT FISHER IS VISIBLE AT 64 FEET.
 DL1436'
 DL1436'A 90-FOOT SIGNAL AT CALE IS VISIBLE AT 50 FEET.
 DL1436
 DL1436                          STATION RECOVERY (1963)
 DL1436
 DL1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1436'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 DL1436'FOUND IN GOOD CONDITION.  R.M. NO. 2 HAS BEEN DESTROYED BUT THIS
 DL1436'MARK WAS NOT RESET AT THIS TIME AS THE AZIMUTH MARK WAS NOT
 DL1436'VISABLE FROM THE GROUND AT THE STATION.
 DL1436'
 DL1436'DUE TO ROAD CHANGES A NEW DESCRIPTION TO REACH THE STATION
 DL1436'FOLLOWS--TO REACH FROM BLUFF CITY, FROM ESSO SERVICE STATION, GO
 DL1436'SOUTH FOR 0.15 MILE TO FORKS, TAKE RIGHT FORK SOUTHWEST FOR
 DL1436'2.7 MILES TO FORKS, TAKE LEFT FORK ON MAIN ROAD FOR 1.4 MILES TO A
 DL1436'SIDE ROAD LEFT AT CHURCH ON RIGHT, (TO REACH AZIMUTH MARK FROM
 DL1436'THIS POINT TURN LEFT AND GO EAST FOR 0.5 MILE TO A SIDE ROAD
 DL1436'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.55 MILE TO FORKS, CONTINUE
 DL1436'STRAIGHT AHEAD ON WOODS ROAD FOR 0.05 MILE TO MARK ON RIGHT.
 DL1436'10 FEET WEST OF CENTER OF WOODS ROAD), TO REACH STATION FROM
 DL1436'SIDE ROAD LEFT AT CHURCH, CONTINUE STRAIGHT AHEAD FOR 1.65
 DL1436'MILES TO A SIDE ROAD LEFT, TURN LEFT (PASSING TO LEFT OF
 DL1436'HOUSE) AND GO EASTERLY ON SAND ROAD FOR 1.2 MILES TO FORKS,
 DL1436'TAKE LEFT FORK STRAIGHT AHEAD FOR 0.2 MILE TO A
 DL1436'T-INTERSECTION, TURN SHARP RIGHT AND GO 0.05 MILE TO STATION ON
 DL1436'RIGHT AT TOP OF WOODED HILL.
 DL1436
 DL1436                          STATION RECOVERY (1983)
 DL1436
 DL1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 DL1436'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION,
 DL1436'REFERENCE MARK NO 2 WAS FOUND DESTROYED.  THE AZIMUTH MARK WAS NOT
 DL1436'FOUND AND WOULD NOT BE VISIBLE FROM THE STATION AT THIS TIME.
 DL1436'
 DL1436'THE STATION AND REFERENCE MARK NO 1 WERE GOING TO BE DESTROYED BY
 DL1436'CONSTRUCTION FOR A TREE NURSERY AND A COMPLETE NEW STATION KAIRK 2
 DL1436'1983 WAS ESTABLISHED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0252 ***********************************************************************
 EJ0252  DESIGNATION -  KAN
 EJ0252  PID         -  EJ0252
 EJ0252  STATE/COUNTY-  AR/PULASKI
 EJ0252  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0252
 EJ0252                         *CURRENT SURVEY CONTROL
 EJ0252  ___________________________________________________________________
 EJ0252* NAD 83(1986)-  34 49 27.     (N)    092 28 51.     (W)     SCALED    
 EJ0252* NAVD 88     -        82.913  (meters)     272.02   (feet)  ADJUSTED  
 EJ0252  ___________________________________________________________________
 EJ0252  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EJ0252  DYNAMIC HT  -          82.836 (meters)     271.77  (feet)  COMP
 EJ0252  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 EJ0252
 EJ0252  VERT ORDER  -  SECOND    CLASS 0
 EJ0252
 EJ0252.The horizontal coordinates were scaled from a topographic map and have
 EJ0252.an estimated accuracy of +/- 6 seconds.
 EJ0252
 EJ0252.The orthometric height was determined by differential leveling
 EJ0252.and adjusted by the National Geodetic Survey in June 1991..
 EJ0252
 EJ0252.The geoid height was determined by GEOID03.
 EJ0252
 EJ0252.The dynamic height is computed by dividing the NAVD 88
 EJ0252.geopotential number by the normal gravity value computed on the
 EJ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0252.degrees latitude (g = 980.6199 gals.).
 EJ0252
 EJ0252.The modeled gravity was interpolated from observed gravity values.
 EJ0252
 EJ0252;                    North         East    Units  Estimated Accuracy
 EJ0252;SPC AR S     -   639,410.      356,010.      MT  (+/- 180 meters Scaled)
 EJ0252
 EJ0252                          SUPERSEDED SURVEY CONTROL
 EJ0252
 EJ0252  NGVD 29 (??/??/92)   82.955  (m)          272.16   (f) ADJ UNCH    2 0
 EJ0252
 EJ0252.Superseded values are not recommended for survey control.
 EJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0252.See file dsdata.txt to determine how the superseded data were derived.
 EJ0252
 EJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU474536(NAD 83)
 EJ0252_MARKER: DB = BENCH MARK DISK
 EJ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0252_STAMPING: KAN 1934
 EJ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0252+STABILITY: SURFACE MOTION
 EJ0252
 EJ0252  HISTORY     - Date     Condition        Report By
 EJ0252  HISTORY     - 1934     MONUMENTED       CGS
 EJ0252  HISTORY     - 1935     GOOD             NGS
 EJ0252  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0252
 EJ0252                          STATION DESCRIPTION
 EJ0252
 EJ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0252'IN PINNACLE.
 EJ0252'IN THE TOWN OF PINNACLE, AT STARTZS RESIDENCE.  190 FEET SOUTHWEST OF
 EJ0252'C.R.I. AND P.RY. STATION.  175 FEET SOUTHWEST OF CENTERLINE OF MAIN
 EJ0252'LINE TRACK OF CHICAGO, ROCK ISLAND AND PAC. RY.  33.7 FEET NORTH OF
 EJ0252'NORTH CORNER OF STARTZS RESIDENCE.  4.4 FEET SOUTH OF NORTH CORNER OF
 EJ0252'YARD FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0252
 EJ0252                          STATION RECOVERY (1989)
 EJ0252
 EJ0252'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2952 ***********************************************************************
 EH2952  DESIGNATION -  KANSAS
 EH2952  PID         -  EH2952
 EH2952  STATE/COUNTY-  AR/MONROE
 EH2952  USGS QUAD   -  CROCKETTS BLUFF (1967)
 EH2952
 EH2952                         *CURRENT SURVEY CONTROL
 EH2952  ___________________________________________________________________
 EH2952* NAD 83(1997)-  34 29 41.83629(N)    091 07 37.66875(W)     ADJUSTED  
 EH2952* NAVD 88     -        50.85   (+/-2cm)     166.8    (feet)  VERTCON   
 EH2952  ___________________________________________________________________
 EH2952  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EH2952  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2952
 EH2952  HORZ ORDER  -  SECOND
 EH2952  VERT ORDER  -  THIRD ? (See Below)
 EH2952
 EH2952.The horizontal coordinates were established by classical geodetic methods
 EH2952.and adjusted by the National Geodetic Survey in September 1999..
 EH2952
 EH2952.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2952.The vertical order pertains to the NGVD 29 superseded value.
 EH2952
 EH2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2952
 EH2952.The geoid height was determined by GEOID03.
 EH2952
 EH2952;                    North         East     Units Scale Factor Converg.
 EH2952;SPC AR S     -   603,124.383   480,164.250   MT  0.99995068   +0 29 18.7
 EH2952;SPC AR S     - 1,978,750.58  1,575,338.88   sFT  0.99995068   +0 29 18.7
 EH2952;UTM  15      - 3,818,629.756   671,956.954   MT  0.99996448   +1 03 39.3
 EH2952
 EH2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2952!SPC AR S     -   0.99999624  x   0.99995068  =   0.99994692
 EH2952!UTM  15      -   0.99999624  x   0.99996448  =   0.99996072
 EH2952
 EH2952:                Primary Azimuth Mark                     Grid Az
 EH2952:SPC AR S     -  KANSAS AZ MK                             025 31 15.7
 EH2952:UTM  15      -  KANSAS AZ MK                             024 56 55.1
 EH2952
 EH2952|---------------------------------------------------------------------|
 EH2952| PID    Reference Object                     Distance      Geod. Az  |
 EH2952|                                                           dddmmss.s |
 EH2952| CY6784 KANSAS AZ MK                                       0260034.4 |
 EH2952| CY6785 KANSAS RM 1                          38.338 METERS 19526     |
 EH2952| EH2949 CROCKETTS BLUFF SWINDER TANK        APPROX.10.3 KM 2354638.7 |
 EH2952| CY6786 KANSAS RM 2                          39.527 METERS 29044     |
 EH2952|---------------------------------------------------------------------|
 EH2952
 EH2952                          SUPERSEDED SURVEY CONTROL
 EH2952
 EH2952  NAD 83(1997)-  34 29 41.84319(N)    091 07 37.66537(W) AD(       ) 2
 EH2952  NAD 83(1986)-  34 29 41.84392(N)    091 07 37.66498(W) AD(       ) 2
 EH2952  NAD 27      -  34 29 41.48574(N)    091 07 37.23584(W) AD(       ) 2
 EH2952  NGVD 29 (07/19/86)   50.88   (m)          166.9    (f) LEVELING    3  
 EH2952
 EH2952.Superseded values are not recommended for survey control.
 EH2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2952.See file dsdata.txt to determine how the superseded data were derived.
 EH2952
 EH2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7195718630(NAD 83)
 EH2952_MARKER: DS = TRIANGULATION STATION DISK
 EH2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2952
 EH2952  HISTORY     - Date     Condition        Report By
 EH2952  HISTORY     - 1965     MONUMENTED       CGS
 EH2952
 EH2952                          STATION DESCRIPTION
 EH2952
 EH2952'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2952'THE STATION IS 13 MILES SOUTHWEST OF MARVELL, 8 MILES NORTH OF
 EH2952'ST. CHARLES, 8 MILES SOUTHEAST OF HOLLY GROVE, 1-1/2 MILES
 EH2952'NORTHEAST OF KANSAS LAKE, AND ON PROPERTY OWNED BY MR. LUTHER
 EH2952'HARROD.
 EH2952'
 EH2952'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17
 EH2952'AND 86 AT THE DEPOT IN HOLLY GROVE, GO SOUTHEAST ON HIGHWAY
 EH2952'17 FOR 4.3 MILES TO THE HOPPER GROCERY AND MARKET ON THE
 EH2952'RIGHT IN DEEP ELM.  CONTINUE SOUTHEAST ON HIGHWAY 17 FOR
 EH2952'2.5 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE SOUTHEAST
 EH2952'ON HIGHWAY 17 FOR 1.55 MILES TO WHERE HIGHWAY 17 CURVES SOUTH,
 EH2952'0.05 MILE NORTH OF A BRIDGE WHICH CROSSES PRAIRIE CYPRESS
 EH2952'CREEK, AND THE STATION ON THE LEFT.
 EH2952'
 EH2952'STATION MARKS ARE STANDARD DISKS STAMPED KANSAS 1965.  THE
 EH2952'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 EH2952'THE SURFACE OF THE GROUND.  IT IS 98 FEET NORTH OF A 30
 EH2952'INCH ELM TREE, 66 FEET EAST OF THE CENTER OF STATE HIGHWAY
 EH2952'17, AND 33 FEET SOUTH OF A 36 INCH ELM TREE.  THE UNDERGROUND
 EH2952'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW
 EH2952'THE SURFACE OF THE GROUND.
 EH2952'
 EH2952'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KANSAS NO 1
 EH2952'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2952'6 INCHES.  IT IS 54 FEET EAST OF THE CENTER OF HIGHWAY 17,
 EH2952'34 FEET SOUTHWEST OF THE 30 INCH ELM TREE, 19 FEET NORTH
 EH2952'OF A 24 INCH CYPRESS TREE, AND 1 FOOT NORTH OF A METAL WITNESS
 EH2952'POST.
 EH2952'
 EH2952'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KANSAS NO
 EH2952'2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2952'4 INCHES.  IT IS 79 FEET SOUTHEAST OF A TELEPHONE POLE,
 EH2952'62 FEET WEST OF THE CENTER OF HIGHWAY 17, AND 1 FOOT NORTH
 EH2952'OF A METAL WITNESS POST.
 EH2952'
 EH2952'AZIMUTH MARK, A STANDARD DISK STAMPED KANSAS 1965, IS SET
 EH2952'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 EH2952'IS 18 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 6 FEET
 EH2952'EAST OF A 30 INCH LOCUST TREE, 2 FEET EAST OF A CORNER
 EH2952'FENCE POST, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 EH2952'
 EH2952'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 EH2952'ON HIGHWAY 17 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT.
 EH2952'TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.25 MILE TO
 EH2952'A T-ROAD.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 0.25
 EH2952'MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT.
 EH2952'
 EH2952'NOTE- REFERENCE MARKS MEASURED WITH 300 FOOT TAPE PULLING 7
 EH2952'KG TAPE TENSION.
 EH2952'
 EH2952'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0242 ***********************************************************************
 EJ0242  DESIGNATION -  KAP
 EJ0242  PID         -  EJ0242
 EJ0242  STATE/COUNTY-  AR/PULASKI
 EJ0242  USGS QUAD   -  MAYFLOWER (1987)
 EJ0242
 EJ0242                         *CURRENT SURVEY CONTROL
 EJ0242  ___________________________________________________________________
 EJ0242* NAD 83(1986)-  34 52 38.     (N)    092 29 20.     (W)     SCALED    
 EJ0242* NAVD 88     -        81.805  (meters)     268.39   (feet)  ADJUSTED  
 EJ0242  ___________________________________________________________________
 EJ0242  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EJ0242  DYNAMIC HT  -          81.729 (meters)     268.14  (feet)  COMP
 EJ0242  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 EJ0242
 EJ0242  VERT ORDER  -  SECOND    CLASS 0
 EJ0242
 EJ0242.The horizontal coordinates were scaled from a topographic map and have
 EJ0242.an estimated accuracy of +/- 6 seconds.
 EJ0242
 EJ0242.The orthometric height was determined by differential leveling
 EJ0242.and adjusted by the National Geodetic Survey in June 1991..
 EJ0242
 EJ0242.The geoid height was determined by GEOID03.
 EJ0242
 EJ0242.The dynamic height is computed by dividing the NAVD 88
 EJ0242.geopotential number by the normal gravity value computed on the
 EJ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0242.degrees latitude (g = 980.6199 gals.).
 EJ0242
 EJ0242.The modeled gravity was interpolated from observed gravity values.
 EJ0242
 EJ0242;                    North         East    Units  Estimated Accuracy
 EJ0242;SPC AR S     -   645,300.      355,300.      MT  (+/- 180 meters Scaled)
 EJ0242
 EJ0242                          SUPERSEDED SURVEY CONTROL
 EJ0242
 EJ0242  NGVD 29 (??/??/92)   81.851  (m)          268.54   (f) ADJ UNCH    2 0
 EJ0242
 EJ0242.Superseded values are not recommended for survey control.
 EJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0242.See file dsdata.txt to determine how the superseded data were derived.
 EJ0242
 EJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU467595(NAD 83)
 EJ0242_MARKER: DB = BENCH MARK DISK
 EJ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0242_STAMPING: KAP 1934
 EJ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0242+STABILITY: SURFACE MOTION
 EJ0242
 EJ0242  HISTORY     - Date     Condition        Report By
 EJ0242  HISTORY     - 1934     MONUMENTED       CGS
 EJ0242  HISTORY     - 20050512 MARK NOT FOUND   GEOCAC
 EJ0242
 EJ0242                          STATION DESCRIPTION
 EJ0242
 EJ0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0242'2.1 MI S FROM ROLAND.
 EJ0242'2.1 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 175
 EJ0242'FEET SOUTHWEST OF TELEPHONE POLE 157+15.  ABOUT 160 FEET SOUTHEAST OF
 EJ0242'CONCRETE CULVERT UNDER R.R.  47.9 FEET SOUTH OF CENTERLINE OF CHICAGO,
 EJ0242'ROCK ISLAND AND PACIFIC R.R.  37.9 FEET NORTH OF CENTERLINE OF COUNTY
 EJ0242'ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0242
 EJ0242                          STATION RECOVERY (2005)
 EJ0242
 EJ0242'RECOVERY NOTE BY GEOCACHING 2005 (DOM)
 EJ0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0302 ***********************************************************************
 EJ0302  DESIGNATION -  KARD
 EJ0302  PID         -  EJ0302
 EJ0302  STATE/COUNTY-  AR/PULASKI
 EJ0302  USGS QUAD   -  MC ALMONT (1986)
 EJ0302
 EJ0302                         *CURRENT SURVEY CONTROL
 EJ0302  ___________________________________________________________________
 EJ0302* NAD 83(1986)-  34 45 50.     (N)    092 14 06.     (W)     SCALED    
 EJ0302* NAVD 88     -        76.11   (+/-2cm)     249.7    (feet)  VERTCON   
 EJ0302  ___________________________________________________________________
 EJ0302  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0302
 EJ0302  VERT ORDER  -  ? (See Below)
 EJ0302
 EJ0302.The horizontal coordinates were scaled from a topographic map and have
 EJ0302.an estimated accuracy of +/- 6 seconds.
 EJ0302
 EJ0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0302.The vertical order pertains to the NGVD 29 superseded value.
 EJ0302
 EJ0302.The geoid height was determined by GEOID03.
 EJ0302
 EJ0302;                    North         East    Units  Estimated Accuracy
 EJ0302;SPC AR S     -   632,640.      378,490.      MT  (+/- 180 meters Scaled)
 EJ0302
 EJ0302                          SUPERSEDED SURVEY CONTROL
 EJ0302
 EJ0302  NGVD 29 (??/??/92)   76.153  (m)          249.85   (f) ADJ UNCH    ?  
 EJ0302
 EJ0302.Superseded values are not recommended for survey control.
 EJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0302.See file dsdata.txt to determine how the superseded data were derived.
 EJ0302
 EJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU700471(NAD 83)
 EJ0302_MARKER: DB = BENCH MARK DISK
 EJ0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0302_SP_SET: CULVERT
 EJ0302_STAMPING: KARD 1938
 EJ0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0302
 EJ0302  HISTORY     - Date     Condition        Report By
 EJ0302  HISTORY     - 1938     MONUMENTED       CGS
 EJ0302  HISTORY     - 1955     MARK NOT FOUND   NGS
 EJ0302
 EJ0302                          STATION DESCRIPTION
 EJ0302
 EJ0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0302'2.0 MI E FROM NORTH LITTLE ROCK.
 EJ0302'2.0 MILES EAST OF THE LOCUST STREET VIADUCT OVER THE MISSOURI PACIFIC
 EJ0302'RAILROAD AT NORTH LITTLE ROCK, 0.8 MILE NORTHEAST OF THE CROSSING OF
 EJ0302'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY AND A SPUR TRACK OF THE
 EJ0302'ST. LOUIS SOUTHWESTERN RAILWAY, 0.4 MILE NORTHWEST OF TIE PLANT, 0.3
 EJ0302'MILE SOUTH OF THE MISSOURI PACIFIC RAILROAD, ABOUT 535 FEET WEST OF A
 EJ0302'CONCRETE CULVERT UNDER THE ROAD, IN AN OPEN FIELD, BETWEEN THE ROAD
 EJ0302'AND A DRAINAGE DITCH, AND 10 FEET NORTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0305 ***********************************************************************
 EJ0305  DESIGNATION -  KARK
 EJ0305  PID         -  EJ0305
 EJ0305  STATE/COUNTY-  AR/PULASKI
 EJ0305  USGS QUAD   -  MC ALMONT (1986)
 EJ0305
 EJ0305                         *CURRENT SURVEY CONTROL
 EJ0305  ___________________________________________________________________
 EJ0305* NAD 83(1986)-  34 47 35.     (N)    092 11 59.     (W)     SCALED    
 EJ0305* NAVD 88     -        84.63   (+/-2cm)     277.7    (feet)  VERTCON   
 EJ0305  ___________________________________________________________________
 EJ0305  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EJ0305
 EJ0305  VERT ORDER  -  ? (See Below)
 EJ0305
 EJ0305.The horizontal coordinates were scaled from a topographic map and have
 EJ0305.an estimated accuracy of +/- 6 seconds.
 EJ0305
 EJ0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0305.The vertical order pertains to the NGVD 29 superseded value.
 EJ0305
 EJ0305.The geoid height was determined by GEOID03.
 EJ0305
 EJ0305;                    North         East    Units  Estimated Accuracy
 EJ0305;SPC AR S     -   635,870.      381,720.      MT  (+/- 180 meters Scaled)
 EJ0305
 EJ0305                          SUPERSEDED SURVEY CONTROL
 EJ0305
 EJ0305  NGVD 29 (??/??/92)   84.664  (m)          277.77   (f) ADJ UNCH    ?  
 EJ0305
 EJ0305.Superseded values are not recommended for survey control.
 EJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0305.See file dsdata.txt to determine how the superseded data were derived.
 EJ0305
 EJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU732503(NAD 83)
 EJ0305_MARKER: DD = SURVEY DISK
 EJ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0305_STAMPING: KARK 1937
 EJ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0305+STABILITY: SURFACE MOTION
 EJ0305
 EJ0305  HISTORY     - Date     Condition        Report By
 EJ0305  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0305  HISTORY     - 1955     GOOD             NGS
 EJ0305
 EJ0305                          STATION DESCRIPTION
 EJ0305
 EJ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0305'4.4 MI N FROM NORTH LITTLE ROCK.
 EJ0305'4.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0305'LOCUST STREET VIADUCT AT NORTH LITTLE ROCK, 71 FEET NORTHWEST OF POLE
 EJ0305'339+14, 17.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 EJ0305'TRACK, AND 59 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67.  A
 EJ0305'STATE SURVEY STANDARD DISK, STAMPED KARK 1937 AND SET IN THE TOP OF A
 EJ0305'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0304 ***********************************************************************
 EJ0304  DESIGNATION -  KARL
 EJ0304  PID         -  EJ0304
 EJ0304  STATE/COUNTY-  AR/PULASKI
 EJ0304  USGS QUAD   -  MC ALMONT (1986)
 EJ0304
 EJ0304                         *CURRENT SURVEY CONTROL
 EJ0304  ___________________________________________________________________
 EJ0304* NAD 83(1986)-  34 47 15.     (N)    092 12 20.     (W)     SCALED    
 EJ0304* NAVD 88     -        84.58   (+/-2cm)     277.5    (feet)  VERTCON   
 EJ0304  ___________________________________________________________________
 EJ0304  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EJ0304
 EJ0304  VERT ORDER  -  ? (See Below)
 EJ0304
 EJ0304.The horizontal coordinates were scaled from a topographic map and have
 EJ0304.an estimated accuracy of +/- 6 seconds.
 EJ0304
 EJ0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0304.The vertical order pertains to the NGVD 29 superseded value.
 EJ0304
 EJ0304.The geoid height was determined by GEOID03.
 EJ0304
 EJ0304;                    North         East    Units  Estimated Accuracy
 EJ0304;SPC AR S     -   635,250.      381,190.      MT  (+/- 180 meters Scaled)
 EJ0304
 EJ0304                          SUPERSEDED SURVEY CONTROL
 EJ0304
 EJ0304  NGVD 29 (??/??/92)   84.625  (m)          277.64   (f) ADJ UNCH    ?  
 EJ0304
 EJ0304.Superseded values are not recommended for survey control.
 EJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0304.See file dsdata.txt to determine how the superseded data were derived.
 EJ0304
 EJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU726497(NAD 83)
 EJ0304_MARKER: DD = SURVEY DISK
 EJ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0304_STAMPING: KARL 1937
 EJ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0304+STABILITY: SURFACE MOTION
 EJ0304
 EJ0304  HISTORY     - Date     Condition        Report By
 EJ0304  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0304  HISTORY     - 1955     GOOD             NGS
 EJ0304
 EJ0304                          STATION DESCRIPTION
 EJ0304
 EJ0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0304'3.9 MI NE FROM NORTH LITTLE ROCK.
 EJ0304'3.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0304'LOCUST STREET VIADUCT AT NORTH LITTLE ROCK, ABOUT 520 FEET SOUTHWEST
 EJ0304'OF A DIRT ROAD CROSSING, 90 FEET SOUTHEAST OF POLE 339+36, AND 28 FEET
 EJ0304'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.  A STATE
 EJ0304'SURVEY STANDARD DISK, STAMPED KARL 1937 AND SET IN THE TOP OF A
 EJ0304'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0249 ***********************************************************************
 EJ0249  DESIGNATION -  KAT
 EJ0249  PID         -  EJ0249
 EJ0249  STATE/COUNTY-  AR/PULASKI
 EJ0249  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0249
 EJ0249                         *CURRENT SURVEY CONTROL
 EJ0249  ___________________________________________________________________
 EJ0249* NAD 83(1986)-  34 51 00.     (N)    092 28 31.     (W)     SCALED    
 EJ0249* NAVD 88     -        81.255  (meters)     266.58   (feet)  ADJUSTED  
 EJ0249  ___________________________________________________________________
 EJ0249  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EJ0249  DYNAMIC HT  -          81.179 (meters)     266.33  (feet)  COMP
 EJ0249  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 EJ0249
 EJ0249  VERT ORDER  -  SECOND    CLASS 0
 EJ0249
 EJ0249.The horizontal coordinates were scaled from a topographic map and have
 EJ0249.an estimated accuracy of +/- 6 seconds.
 EJ0249
 EJ0249.The orthometric height was determined by differential leveling
 EJ0249.and adjusted by the National Geodetic Survey in June 1991..
 EJ0249
 EJ0249.The geoid height was determined by GEOID03.
 EJ0249
 EJ0249.The dynamic height is computed by dividing the NAVD 88
 EJ0249.geopotential number by the normal gravity value computed on the
 EJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0249.degrees latitude (g = 980.6199 gals.).
 EJ0249
 EJ0249.The modeled gravity was interpolated from observed gravity values.
 EJ0249
 EJ0249;                    North         East    Units  Estimated Accuracy
 EJ0249;SPC AR S     -   642,270.      356,530.      MT  (+/- 180 meters Scaled)
 EJ0249
 EJ0249                          SUPERSEDED SURVEY CONTROL
 EJ0249
 EJ0249  NGVD 29 (??/??/92)   81.300  (m)          266.73   (f) ADJ UNCH    2 0
 EJ0249
 EJ0249.Superseded values are not recommended for survey control.
 EJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0249.See file dsdata.txt to determine how the superseded data were derived.
 EJ0249
 EJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU479565(NAD 83)
 EJ0249_MARKER: DB = BENCH MARK DISK
 EJ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0249_STAMPING: KAT 1934
 EJ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0249+STABILITY: SURFACE MOTION
 EJ0249
 EJ0249  HISTORY     - Date     Condition        Report By
 EJ0249  HISTORY     - 1934     MONUMENTED       CGS
 EJ0249  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0249
 EJ0249                          STATION DESCRIPTION
 EJ0249
 EJ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0249'2 MI W FROM PINNACLE.
 EJ0249'2 MILES WEST OF, ALONG C.R.I. AND P. RY. FROM STATION ABOUT 850 FEET
 EJ0249'SOUTHWEST OF RAILROAD BRIDGE NO. 1557 OVER BIG MAUMELLE CREEK.  ABOUT
 EJ0249'375 FEET SOUTHWEST OF M.P.155.  27.6 FEET NORTHWEST OF FENCE
 EJ0249'PARALLELING RAILROAD.  22.5 FEET SOUTHEAST OF CENTERLINE OF CHICAGO,
 EJ0249'ROCK ISLAND AND PACIFIC R.R.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0249
 EJ0249                          STATION RECOVERY (1989)
 EJ0249
 EJ0249'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0248 ***********************************************************************
 EJ0248  DESIGNATION -  KAY
 EJ0248  PID         -  EJ0248
 EJ0248  STATE/COUNTY-  AR/PULASKI
 EJ0248  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0248
 EJ0248                         *CURRENT SURVEY CONTROL
 EJ0248  ___________________________________________________________________
 EJ0248* NAD 83(1986)-  34 51 11.     (N)    092 28 11.     (W)     SCALED    
 EJ0248* NAVD 88     -        87.746  (meters)     287.88   (feet)  ADJUSTED  
 EJ0248  ___________________________________________________________________
 EJ0248  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EJ0248  DYNAMIC HT  -          87.664 (meters)     287.61  (feet)  COMP
 EJ0248  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 EJ0248
 EJ0248  VERT ORDER  -  SECOND    CLASS 0
 EJ0248
 EJ0248.The horizontal coordinates were scaled from a topographic map and have
 EJ0248.an estimated accuracy of +/- 6 seconds.
 EJ0248
 EJ0248.The orthometric height was determined by differential leveling
 EJ0248.and adjusted by the National Geodetic Survey in June 1991..
 EJ0248
 EJ0248.The geoid height was determined by GEOID03.
 EJ0248
 EJ0248.The dynamic height is computed by dividing the NAVD 88
 EJ0248.geopotential number by the normal gravity value computed on the
 EJ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0248.degrees latitude (g = 980.6199 gals.).
 EJ0248
 EJ0248.The modeled gravity was interpolated from observed gravity values.
 EJ0248
 EJ0248;                    North         East    Units  Estimated Accuracy
 EJ0248;SPC AR S     -   642,610.      357,040.      MT  (+/- 180 meters Scaled)
 EJ0248
 EJ0248                          SUPERSEDED SURVEY CONTROL
 EJ0248
 EJ0248  NGVD 29 (??/??/92)   87.790  (m)          288.02   (f) ADJ UNCH    2 0
 EJ0248
 EJ0248.Superseded values are not recommended for survey control.
 EJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0248.See file dsdata.txt to determine how the superseded data were derived.
 EJ0248
 EJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU484568(NAD 83)
 EJ0248_MARKER: DB = BENCH MARK DISK
 EJ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0248_STAMPING: KAY 1934
 EJ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0248+STABILITY: SURFACE MOTION
 EJ0248
 EJ0248  HISTORY     - Date     Condition        Report By
 EJ0248  HISTORY     - 1934     MONUMENTED       CGS
 EJ0248  HISTORY     - 198506   MARK NOT FOUND   USGS
 EJ0248  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0248
 EJ0248                          STATION DESCRIPTION
 EJ0248
 EJ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0248'2.4 MI W FROM PINNACLE.
 EJ0248'2.4 MILES WEST OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 0.5
 EJ0248'MILE SOUTH OF NATURAL STEPS RY. STATION.  ABOUT 375 FEET SOUTH OF
 EJ0248'TELEPHONE MARKED 155+15.  ABOUT 120 FEET NORTHWEST OF NORTHWEST CORNER
 EJ0248'OF TENNANT HOUSE.  87.5 FEET SOUTHEAST OF CENTERLINE OF C.R.I. AND
 EJ0248'P.RY.  34.2 FEET NORTH OF 24-INCH IN DIAMETER OAK TREE.  TABLET SET IN
 EJ0248'PRECAST CONCRETE POST.
 EJ0248
 EJ0248                          STATION RECOVERY (1985)
 EJ0248
 EJ0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0248'MARK NOT FOUND.
 EJ0248
 EJ0248                          STATION RECOVERY (1989)
 EJ0248
 EJ0248'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2110 ***********************************************************************
 FF2110  DESIGNATION -  KEE
 FF2110  PID         -  FF2110
 FF2110  STATE/COUNTY-  AR/GREENE
 FF2110  USGS QUAD   -  LORADO (1983)
 FF2110
 FF2110                         *CURRENT SURVEY CONTROL
 FF2110  ___________________________________________________________________
 FF2110* NAD 83(1997)-  35 59 01.81326(N)    090 44 10.88055(W)     ADJUSTED  
 FF2110* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 FF2110  ___________________________________________________________________
 FF2110  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FF2110  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FF2110
 FF2110  HORZ ORDER  -  FIRST
 FF2110
 FF2110.The horizontal coordinates were established by classical geodetic methods
 FF2110.and adjusted by the National Geodetic Survey in September 1999..
 FF2110
 FF2110.The orthometric height was scaled from a topographic map.
 FF2110
 FF2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2110
 FF2110.The geoid height was determined by GEOID03.
 FF2110
 FF2110;                    North         East     Units Scale Factor Converg.
 FF2110;SPC AR N     -   183,843.437   513,950.409   MT  0.99996019   +0 44 07.1
 FF2110;SPC AR N     -   603,159.68  1,686,185.63   sFT  0.99996019   +0 44 07.1
 FF2110;UTM  15      - 3,984,525.083   704,075.079   MT  1.00011319   +1 19 49.7
 FF2110
 FF2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2110!SPC AR N     -   0.99998287  x   0.99996019  =   0.99994306
 FF2110!UTM  15      -   0.99998287  x   1.00011319  =   1.00009606
 FF2110
 FF2110:                Primary Azimuth Mark                     Grid Az
 FF2110:SPC AR N     -  KEE AZ MK                                056 28 25.7
 FF2110:UTM  15      -  KEE AZ MK                                055 52 43.1
 FF2110
 FF2110|---------------------------------------------------------------------|
 FF2110| PID    Reference Object                     Distance      Geod. Az  |
 FF2110|                                                           dddmmss.s |
 FF2110| CI3983 KEE AZ MK                                          0571232.8 |
 FF2110| CI3984 KEE RM 1                             26.156 METERS 08058     |
 FF2110| CI3985 KEE RM 2                             33.737 METERS 16037     |
 FF2110|---------------------------------------------------------------------|
 FF2110
 FF2110                          SUPERSEDED SURVEY CONTROL
 FF2110
 FF2110  NAD 83(1997)-  35 59 01.82382(N)    090 44 10.88102(W) AD(       ) 1
 FF2110  NAD 83(1986)-  35 59 01.82398(N)    090 44 10.88038(W) AD(       ) 1
 FF2110  NAD 27      -  35 59 01.56750(N)    090 44 10.47170(W) AD(       ) 1
 FF2110
 FF2110.Superseded values are not recommended for survey control.
 FF2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2110.See file dsdata.txt to determine how the superseded data were derived.
 FF2110
 FF2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0407584525(NAD 83)
 FF2110_MARKER: DS = TRIANGULATION STATION DISK
 FF2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2110
 FF2110  HISTORY     - Date     Condition        Report By
 FF2110  HISTORY     - 1953     MONUMENTED       CGS
 FF2110
 FF2110                          STATION DESCRIPTION
 FF2110
 FF2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2110'THE STATION IS LOCATED ABOUT 4 MILES WEST AND 4 MILES SOUTH
 FF2110'OF WALCOTT AND ABOUT 8 MILES EAST OF SEDGWICK.  IT IS ABOUT
 FF2110'50 YARDS SOUTH OF THE SOUTH SIDE OF MR. E.H. KEES HOUSE,
 FF2110'46 FEET WEST OF THE CENTER OF A ROAD, 37 FEET SOUTH OF A
 FF2110'TRIANGULAR BLAZED POWERLINE POLE AND 5 FEET NORTH OF A WITNESS
 FF2110'POST.  IT IS STAMPED KEE 1953 AND PROJECTS 4 INCHES.
 FF2110'
 FF2110'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF THE ROAD.
 FF2110'IT IS STAMPED KEE NO 1 1953 AND PROJECTS 4 INCHES.
 FF2110'
 FF2110'REFERENCE MARK NO. 2 IS 31 FEET EAST OF THE CENTER OF THE
 FF2110'ROAD AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED KEE NO 2 1953
 FF2110'AND PROJECTS 4 INCHES.
 FF2110'
 FF2110'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 FF2110'NO. 2 IS 127.2 FEET.
 FF2110'
 FF2110'THE AZIMUTH MARK IS LOCATED 105 FEET SOUTH-SOUTHWEST OF THE
 FF2110'SOUTHWEST CORNER OF THE LORADO BAPTIST CHURCH AND 54 FEET
 FF2110'NORTHEAST OF THE CENTER OF A CROSSROAD INTERSECTION.  IT
 FF2110'IS STAMPED KEE 1953 AND PROJECTS 3 INCHES.
 FF2110'
 FF2110'TO REACH THE STATION FROM THE RAILROAD STATION IN SEDGWICK,
 FF2110'GO SOUTHEAST ON THE NORTHEAST SIDE OF THE RAILROAD TRACKS FOR
 FF2110'0.1 MILE.  BEAR LEFT AND GO NORTHEASTERLY ON A GRAVELED ROAD
 FF2110'FOR 3.1 MILES TO A FORK AT THE VILLAGE OF FONTAINE, TAKE
 FF2110'THE RIGHT FORK AND GO EASTERLY FOR 4.9 MILES TO A T ROAD
 FF2110'RIGHT AT THE TOP OF THE HILL.  (CONTINUE EAST FOR 0.3 MILE
 FF2110'TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED) TURN RIGHT
 FF2110'AND GO SOUTHWESTERLY FOR 0.5 MILE TO THE STATION ON THE RIGHT
 FF2110'AS DESCRIBED.
 FF2110'
 FF2110'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0241 ***********************************************************************
 EJ0241  DESIGNATION -  KEG
 EJ0241  PID         -  EJ0241
 EJ0241  STATE/COUNTY-  AR/PULASKI
 EJ0241  USGS QUAD   -  MAYFLOWER (1987)
 EJ0241
 EJ0241                         *CURRENT SURVEY CONTROL
 EJ0241  ___________________________________________________________________
 EJ0241* NAD 83(1986)-  34 52 58.     (N)    092 29 49.     (W)     SCALED    
 EJ0241* NAVD 88     -        87.287  (meters)     286.37   (feet)  ADJUSTED  
 EJ0241  ___________________________________________________________________
 EJ0241  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EJ0241  DYNAMIC HT  -          87.205 (meters)     286.11  (feet)  COMP
 EJ0241  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 EJ0241
 EJ0241  VERT ORDER  -  SECOND    CLASS 0
 EJ0241
 EJ0241.The horizontal coordinates were scaled from a topographic map and have
 EJ0241.an estimated accuracy of +/- 6 seconds.
 EJ0241
 EJ0241.The orthometric height was determined by differential leveling
 EJ0241.and adjusted by the National Geodetic Survey in June 1991..
 EJ0241
 EJ0241.The geoid height was determined by GEOID03.
 EJ0241
 EJ0241.The dynamic height is computed by dividing the NAVD 88
 EJ0241.geopotential number by the normal gravity value computed on the
 EJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0241.degrees latitude (g = 980.6199 gals.).
 EJ0241
 EJ0241.The modeled gravity was interpolated from observed gravity values.
 EJ0241
 EJ0241;                    North         East    Units  Estimated Accuracy
 EJ0241;SPC AR S     -   645,920.      354,570.      MT  (+/- 180 meters Scaled)
 EJ0241
 EJ0241                          SUPERSEDED SURVEY CONTROL
 EJ0241
 EJ0241  NGVD 29 (??/??/92)   87.333  (m)          286.52   (f) ADJ UNCH    2 0
 EJ0241
 EJ0241.Superseded values are not recommended for survey control.
 EJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0241.See file dsdata.txt to determine how the superseded data were derived.
 EJ0241
 EJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU459601(NAD 83)
 EJ0241_MARKER: DB = BENCH MARK DISK
 EJ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0241_STAMPING: KEG 1934
 EJ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0241+STABILITY: SURFACE MOTION
 EJ0241
 EJ0241  HISTORY     - Date     Condition        Report By
 EJ0241  HISTORY     - 1934     MONUMENTED       CGS
 EJ0241
 EJ0241                          STATION DESCRIPTION
 EJ0241
 EJ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0241'1.5 MI S FROM ROLAND.
 EJ0241'1.5 MILE SOUTH OF, ALONG C.R.I.AND P. RY. FROM STATION.  ABOUT 1000
 EJ0241'FEET NORTHWEST OF PRIVATE RAILROAD CROSSING.  ABOUT 300 FEET NORTHWEST
 EJ0241'OF M.P.158.  45.4 FEET NORTHEAST OF CENTERLINE OF COUNTY ROAD. 31.6
 EJ0241'FEET SOUTHWEST OF CENTERLINE OF C.R.I. AND P.RY.  18.8 FEET EAST OF
 EJ0241'12-INCH PINE TREE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1899 ***********************************************************************
 FF1899  DESIGNATION -  KEISER
 FF1899  PID         -  FF1899
 FF1899  STATE/COUNTY-  AR/MISSISSIPPI
 FF1899  USGS QUAD   -  KEISER (1983)
 FF1899
 FF1899                         *CURRENT SURVEY CONTROL
 FF1899  ___________________________________________________________________
 FF1899* NAD 83(1997)-  35 40 11.10305(N)    090 05 56.20454(W)     ADJUSTED  
 FF1899* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 FF1899  ___________________________________________________________________
 FF1899  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FF1899  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF1899
 FF1899  HORZ ORDER  -  SECOND
 FF1899
 FF1899.The horizontal coordinates were established by classical geodetic methods
 FF1899.and adjusted by the National Geodetic Survey in September 1999..
 FF1899
 FF1899.The orthometric height was scaled from a topographic map.
 FF1899
 FF1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1899
 FF1899.The geoid height was determined by GEOID03.
 FF1899
 FF1899;                    North         East     Units Scale Factor Converg.
 FF1899;SPC AR N     -   149,925.827   572,096.332   MT  0.99993704   +1 06 22.4
 FF1899;SPC AR N     -   491,881.65  1,876,952.72   sFT  0.99993704   +1 06 22.4
 FF1899;SPC TN       -   156,044.180   229,015.322   MT  0.99995249   -2 23 58.9
 FF1899;SPC TN       -   511,954.95    751,361.10   sFT  0.99995249   -2 23 58.9
 FF1899;UTM  15      - 3,951,198.346   762,587.104   MT  1.00044977   +1 41 33.4
 FF1899
 FF1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1899!SPC AR N     -   0.99999352  x   0.99993704  =   0.99993056
 FF1899!SPC TN       -   0.99999352  x   0.99995249  =   0.99994601
 FF1899!UTM  15      -   0.99999352  x   1.00044977  =   1.00044328
 FF1899
 FF1899:                Primary Azimuth Mark                     Grid Az
 FF1899:SPC AR N     -  KEISER AZ MK                             034 57 59.3
 FF1899:SPC TN       -  KEISER AZ MK                             038 28 20.6
 FF1899:UTM  15      -  KEISER AZ MK                             034 22 48.3
 FF1899
 FF1899|---------------------------------------------------------------------|
 FF1899| PID    Reference Object                     Distance      Geod. Az  |
 FF1899|                                                           dddmmss.s |
 FF1899| FF2231 KEISER AZ MK                                       0360421.7 |
 FF1899| FF2229 KEISER RM 1                          35.537 METERS 04150     |
 FF1899| FF2230 KEISER RM 2                          33.711 METERS 10031     |
 FF1899| FF1895 LITTLE                              APPROX.10.5 KM 3375741.6 |
 FF1899|---------------------------------------------------------------------|
 FF1899
 FF1899                          SUPERSEDED SURVEY CONTROL
 FF1899
 FF1899  NAD 83(1997)-  35 40 11.10344(N)    090 05 56.20427(W) AD(       ) 2
 FF1899  NAD 83(1986)-  35 40 11.11429(N)    090 05 56.20369(W) AD(       ) 2
 FF1899  NAD 27      -  35 40 10.83300(N)    090 05 55.87160(W) AD(       ) 2
 FF1899
 FF1899.Superseded values are not recommended for survey control.
 FF1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1899.See file dsdata.txt to determine how the superseded data were derived.
 FF1899
 FF1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6258751198(NAD 83)
 FF1899_MARKER: DS = TRIANGULATION STATION DISK
 FF1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1899
 FF1899  HISTORY     - Date     Condition        Report By
 FF1899  HISTORY     - 1954     MONUMENTED       CGS
 FF1899  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF1899
 FF1899                          STATION DESCRIPTION
 FF1899
 FF1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1899'THE STATION IS IN THE SOUTHEAST QUARTER OF SECTION 11, T 12 N,
 FF1899'R 9 E, ABOUT 0.35 MILE SOUTH OF KEISER, 35 FEET SOUTH OF THE
 FF1899'SOUTHWEST CORNER OF A SMALL SHACK AND 33 FEET WEST OF THE
 FF1899'SOUTHWEST CORNER OF A SMALL WHITE CHURCH.
 FF1899'
 FF1899'TO REACH THE STATION FROM THE RAILROAD STATION IN KEISER,
 FF1899'GO SOUTH ON STATE HIGHWAY 181 FOR 0.35 MILE TO A CHURCH
 FF1899'ON THE RIGHT AND THE STATION.
 FF1899'
 FF1899'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 FF1899'STATE HIGHWAY 181 FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT,TURN
 FF1899'RIGHT (EAST) AND FOLLOW THE GRAVELED ROAD FOR 0.1 MILE TO THE
 FF1899'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FF1899'
 FF1899'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 FF1899'KEISER 1954.
 FF1899'
 FF1899'REFERENCE MARK 1 IS 104 FEET WEST OF THE CENTER OF THE HIGHWAY,
 FF1899'42 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND
 FF1899'3 FEET WEST OF A POWERLINE POLE.  THE MARK PROJECTS 3 INCHES
 FF1899'AND THE DISK IS STAMPED KEISER NO 1 1954.
 FF1899'
 FF1899'REFERENCE MARK 2 IS 102 FEET WEST OF THE CENTER OF THE HIGHWAY,
 FF1899'46 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, AND
 FF1899'27 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH.
 FF1899'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED KEISER
 FF1899'NO 2 1954.
 FF1899'
 FF1899'THE AZIMUTH MARK IS 23 FEET NORTH OF THE CENTER OF THE ROAD,
 FF1899'1.5 FEET WEST OF A POWERLINE POLE AND 1.5 FEET NORTHWEST OF
 FF1899'A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 3 INCHES
 FF1899'AND THE DISK IS STAMPED KEISER 1954.
 FF1899'
 FF1899'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF1899
 FF1899                          STATION RECOVERY (1979)
 FF1899
 FF1899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RRB)
 FF1899'RM 1 FOUND O.K.
 FF1899'
 FF1899'STA. MK., RM 2, AND AZ. MK. NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1900 ***********************************************************************
 FF1900  DESIGNATION -  KEISER MUNICIPAL TANK
 FF1900  PID         -  FF1900
 FF1900  STATE/COUNTY-  AR/MISSISSIPPI
 FF1900  USGS QUAD   -  KEISER (1983)
 FF1900
 FF1900                         *CURRENT SURVEY CONTROL
 FF1900  ___________________________________________________________________
 FF1900* NAD 83(1997)-  35 40 33.05775(N)    090 05 49.84088(W)     ADJUSTED  
 FF1900* NAVD 88     -                                                        
 FF1900  ___________________________________________________________________
 FF1900  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FF1900  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF1900
 FF1900  HORZ ORDER  -  THIRD
 FF1900
 FF1900.The horizontal coordinates were established by classical geodetic methods
 FF1900.and adjusted by the National Geodetic Survey in September 1999..
 FF1900
 FF1900
 FF1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1900
 FF1900.The geoid height was determined by GEOID03.
 FF1900
 FF1900;                    North         East     Units Scale Factor Converg.
 FF1900;SPC AR N     -   150,605.399   572,243.260   MT  0.99993721   +1 06 26.1
 FF1900;SPC AR N     -   494,111.21  1,877,434.76   sFT  0.99993721   +1 06 26.1
 FF1900;SPC TN       -   156,713.506   229,203.534   MT  0.99995219   -2 23 55.1
 FF1900;SPC TN       -   514,150.89    751,978.59   sFT  0.99995219   -2 23 55.1
 FF1900;UTM  15      - 3,951,879.736   762,727.140   MT  1.00045067   +1 41 38.0
 FF1900
 FF1900                          SUPERSEDED SURVEY CONTROL
 FF1900
 FF1900  NAD 83(1997)-  35 40 33.05798(N)    090 05 49.84108(W) AD(       ) 4
 FF1900  NAD 83(1986)-  35 40 33.06908(N)    090 05 49.83896(W) AD(       ) 4
 FF1900  NAD 27      -  35 40 32.79000(N)    090 05 49.50600(W) AD(       ) 3
 FF1900
 FF1900.Superseded values are not recommended for survey control.
 FF1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1900.See file dsdata.txt to determine how the superseded data were derived.
 FF1900
 FF1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6272751880(NAD 83)
 FF1900_MARKER: 53 = ELEVATED TANK
 FF1900
 FF1900  HISTORY     - Date     Condition        Report By
 FF1900  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1900  HISTORY     - 1987     GOOD             USPSQD
 FF1900
 FF1900                          STATION DESCRIPTION
 FF1900
 FF1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1900'THE STATION IS LOCATED ONE-HALF BLOCK EAST OF THE CENTER OF
 FF1900'THE BUSINESS DISTRICT IN KEISER.  IT IS AN ELEVATED TANK,
 FF1900'SUPPORTED ON FOUR LEGS, AND ABOUT 125 FEET HIGH.  THE TANK
 FF1900'WAS BUILT IN 1936.  THE POINT OBSERVED ON WAS THE APEX OF
 FF1900'THE TANK.
 FF1900
 FF1900                          STATION RECOVERY (1987)
 FF1900
 FF1900'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FF1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1508 ***********************************************************************
 DL1508  DESIGNATION -  KELLER
 DL1508  PID         -  DL1508
 DL1508  STATE/COUNTY-  AR/MILLER
 DL1508  USGS QUAD   -  GARLAND (1975)
 DL1508
 DL1508                         *CURRENT SURVEY CONTROL
 DL1508  ___________________________________________________________________
 DL1508* NAD 83(1997)-  33 18 07.45658(N)    093 43 44.82590(W)     ADJUSTED  
 DL1508* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 DL1508  ___________________________________________________________________
 DL1508  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DL1508  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DL1508
 DL1508  HORZ ORDER  -  THIRD
 DL1508
 DL1508.The horizontal coordinates were established by classical geodetic methods
 DL1508.and adjusted by the National Geodetic Survey in September 1999..
 DL1508
 DL1508.The orthometric height was scaled from a topographic map.
 DL1508
 DL1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1508
 DL1508.The geoid height was determined by GEOID03.
 DL1508
 DL1508;                    North         East     Units Scale Factor Converg.
 DL1508;SPC AR S     -   471,835.374   238,968.955   MT  0.99999954   -0 58 04.0
 DL1508;SPC AR S     - 1,548,013.22    784,017.31   sFT  0.99999954   -0 58 04.0
 DL1508;UTM  15      - 3,685,012.549   432,121.116   MT  0.99965681   -0 24 01.2
 DL1508
 DL1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1508!SPC AR S     -   0.99999352  x   0.99999954  =   0.99999306
 DL1508!UTM  15      -   0.99999352  x   0.99965681  =   0.99965033
 DL1508
 DL1508:                Primary Azimuth Mark                     Grid Az
 DL1508:SPC AR S     -  KELLER AZ MK                             186 33 23.0
 DL1508:UTM  15      -  KELLER AZ MK                             185 59 20.2
 DL1508
 DL1508|---------------------------------------------------------------------|
 DL1508| PID    Reference Object                     Distance      Geod. Az  |
 DL1508|                                                           dddmmss.s |
 DL1508| CX6582 KELLER AZ MK                                       1853519.0 |
 DL1508| CX6583 KELLER RM 1                          26.432 METERS 24429     |
 DL1508| CX6584 KELLER RM 2                          35.031 METERS 31559     |
 DL1508|---------------------------------------------------------------------|
 DL1508
 DL1508                          SUPERSEDED SURVEY CONTROL
 DL1508
 DL1508  NAD 83(1997)-  33 18 07.46275(N)    093 43 44.81828(W) AD(       ) 3
 DL1508  NAD 83(1986)-  33 18 07.46582(N)    093 43 44.81181(W) AD(       ) 3
 DL1508  NAD 27      -  33 18 07.00000(N)    093 43 44.16500(W) AD(       ) 3
 DL1508
 DL1508.Superseded values are not recommended for survey control.
 DL1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1508.See file dsdata.txt to determine how the superseded data were derived.
 DL1508
 DL1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3212185013(NAD 83)
 DL1508_MARKER: DS = TRIANGULATION STATION DISK
 DL1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1508
 DL1508  HISTORY     - Date     Condition        Report By
 DL1508  HISTORY     - 1951     MONUMENTED       CGS
 DL1508  HISTORY     - 1963     GOOD             CGS
 DL1508
 DL1508                          STATION DESCRIPTION
 DL1508
 DL1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1508'STATION IS LOCATED ABOUT 4 MILES SOUTH AND 1 MILE WEST OF
 DL1508'GARLAND, ON LAND OWNED BY MR. ELIAS NIX.  IT IS 80.5 FEET
 DL1508'EAST OF THE SOUTHEAST CORNER OF MR. NIXS BARN, AND 19.5
 DL1508'FEET NORTH OF AN EAST-WEST FENCE.
 DL1508'
 DL1508'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 DL1508'82 AND A GRAVELED ROAD SOUTH, 0.1 MILE WEST OF THE WEST
 DL1508'END OF THE BRIDGE OVER THE RED RIVER AT GARLAND, GO SOUTH
 DL1508'ON THE GRAVELED ROAD FOR 0.85 MILE TO A STORE ON THE LEFT.
 DL1508'TURN LEFT AND GO 4.0 MILES TO THE NIX HOME ON THE RIGHT,
 DL1508'AND THE STATION ON THE LEFT AS DESCRIBED, CONTINUE STRAIGHT
 DL1508'AHEAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DL1508'
 DL1508'THE STATION MARK IS SET ABOUT 8 INCHES BELOW THE SURFACE
 DL1508'OF THE GROUND, AND THE DISK IS STAMPED KELLER 1951.
 DL1508'
 DL1508'REFERENCE MARK NO. 1 IS 6 FEET WEST OF A FENCE CORNER, AND
 DL1508'1 FOOT EAST OF THE EAST POST OF A BARNYARD GATE.  THE MARK
 DL1508'PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED KELLER NO
 DL1508'1 1951.
 DL1508'
 DL1508'REFERENCE MARK NO. 2 IS 65 FEET EAST OF A FENCE CORNER, AND
 DL1508'39 FEET NORTH OF THE NORTHEAST CORNER OF THE BARN.  THE MARK
 DL1508'PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED KELLER NO
 DL1508'2 1951.
 DL1508'
 DL1508'AZIMUTH MARK IS IN THE EAST EDGE OF A CULTIVATED FIELD,
 DL1508'18 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, AND 1 FOOT
 DL1508'NORTH OF A POWER POLE.  THE MARK PROJECTS ABOUT 6 INCHES,
 DL1508'AND THE DISK IS STAMPED KELLER 1951.
 DL1508'
 DL1508'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DL1508'CONCRETE CYLINDERS.
 DL1508'
 DL1508'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1508
 DL1508                          STATION RECOVERY (1963)
 DL1508
 DL1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1508'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1508'CONDITION.
 DL1508'
 DL1508'TO REACH THE STATION FROM GARLAND, FROM THE JUNCTION OF U.S.
 DL1508'HIGHWAY 82 AND STATE HIGHWAY 134 ABOUT 0.1 MILE WEST OF THE
 DL1508'WEST END OF THE BRIDGE OVER THE RED RIVER, GO SOUTH AND WEST
 DL1508'ON STATE HIGHWAY 134 FOR 0.8 MILE TO A SIDE ROAD LEFT AT
 DL1508'AN OLD STORE ON LEFT, TURN LEFT AND FOLLOW MAIN ROAD SOUTHERLY
 DL1508'FOR 4.1 MILES TO FORMER HOME OF MR. NIX ON RIGHT AND STATION
 DL1508'IN BARNYARD ON LEFT.
 DL1508'
 DL1508'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 18 FEET
 DL1508'WEST OF CENTERLINE OF ROAD AND 1 FOOT NORTH OF A POWERLINE
 DL1508'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0702 ***********************************************************************
 DL0702  DESIGNATION -  KELLY LAKE 1 BOLT
 DL0702  PID         -  DL0702
 DL0702  STATE/COUNTY-  AR/MILLER
 DL0702  USGS QUAD   -  GARLAND (1975)
 DL0702
 DL0702                         *CURRENT SURVEY CONTROL
 DL0702  ___________________________________________________________________
 DL0702* NAD 83(1986)-  33 17 18.     (N)    093 42 47.     (W)     SCALED    
 DL0702* NAVD 88     -        67.17   (+/-2cm)     220.4    (feet)  VERTCON   
 DL0702  ___________________________________________________________________
 DL0702  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DL0702
 DL0702  VERT ORDER  -  ? (See Below)
 DL0702
 DL0702.The horizontal coordinates were scaled from a topographic map and have
 DL0702.an estimated accuracy of +/- 6 seconds.
 DL0702
 DL0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0702.The vertical order pertains to the NGVD 29 superseded value.
 DL0702
 DL0702.The geoid height was determined by GEOID03.
 DL0702
 DL0702;                    North         East    Units  Estimated Accuracy
 DL0702;SPC AR S     -   470,290.      240,440.      MT  (+/- 180 meters Scaled)
 DL0702
 DL0702                          SUPERSEDED SURVEY CONTROL
 DL0702
 DL0702  NGVD 29 (??/??/92)   67.199  (m)          220.47   (f) ADJ UNCH    ?  
 DL0702
 DL0702.Superseded values are not recommended for survey control.
 DL0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0702.See file dsdata.txt to determine how the superseded data were derived.
 DL0702
 DL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS336834(NAD 83)
 DL0702_MARKER: B = BOLT
 DL0702_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0702_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0702
 DL0702  HISTORY     - Date     Condition        Report By
 DL0702  HISTORY     - UNK      MONUMENTED       USE
 DL0702  HISTORY     - 1935     GOOD             NGS
 DL0702
 DL0702                          STATION DESCRIPTION
 DL0702
 DL0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0702'6 MI S FROM GARLAND.
 DL0702'ABOUT 6 MILES SOUTH OF GARLAND, MILLER COUNTY, ABOUT 500 FEET NORTH OF
 DL0702'THE RIGHT BANK OF RED RIVER, AT THE EXTREME SOUTH END OF KELLY LAKE,
 DL0702'ON THE ALBERT MCGEE PLANTATION, 40 FEET SOUTH OF THE CENTER LINE OF
 DL0702'THE GARLAND-FORT LYNN ROAD, 12 FEET NORTH OF THE LEVEE TOE, AND 10
 DL0702'FEET SOUTH OF A FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT
 DL0702'3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DL0702'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0704 ***********************************************************************
 DL0704  DESIGNATION -  KELLY LAKE 2 BOLT
 DL0704  PID         -  DL0704
 DL0704  STATE/COUNTY-  AR/MILLER
 DL0704  USGS QUAD   -  GARLAND (1975)
 DL0704
 DL0704                         *CURRENT SURVEY CONTROL
 DL0704  ___________________________________________________________________
 DL0704* NAD 83(1986)-  33 17 23.     (N)    093 42 51.     (W)     SCALED    
 DL0704* NAVD 88     -        66.89   (+/-2cm)     219.5    (feet)  VERTCON   
 DL0704  ___________________________________________________________________
 DL0704  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DL0704
 DL0704  VERT ORDER  -  ? (See Below)
 DL0704
 DL0704.The horizontal coordinates were scaled from a topographic map and have
 DL0704.an estimated accuracy of +/- 6 seconds.
 DL0704
 DL0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0704.The vertical order pertains to the NGVD 29 superseded value.
 DL0704
 DL0704.The geoid height was determined by GEOID03.
 DL0704
 DL0704;                    North         East    Units  Estimated Accuracy
 DL0704;SPC AR S     -   470,440.      240,340.      MT  (+/- 180 meters Scaled)
 DL0704
 DL0704                          SUPERSEDED SURVEY CONTROL
 DL0704
 DL0704  NGVD 29 (??/??/92)   66.922  (m)          219.56   (f) ADJ UNCH    ?  
 DL0704
 DL0704.Superseded values are not recommended for survey control.
 DL0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0704.See file dsdata.txt to determine how the superseded data were derived.
 DL0704
 DL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS335836(NAD 83)
 DL0704_MARKER: B = BOLT
 DL0704_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0704_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0704
 DL0704  HISTORY     - Date     Condition        Report By
 DL0704  HISTORY     - UNK      MONUMENTED       USE
 DL0704  HISTORY     - 1935     GOOD             NGS
 DL0704
 DL0704                          STATION DESCRIPTION
 DL0704
 DL0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0704'6 MI S FROM GARLAND.
 DL0704'ABOUT 6 MILES SOUTH OF GARLAND, MILLER COUNTY, ON THE RIGHT BANK OF
 DL0704'RED RIVER, AT THE EXTREME SOUTH END OF KELLY LAKE, ON THE ALBERT MCGEE
 DL0704'PLANTATION, ABOUT 619 FEET NORTHWEST OF P.B.M. KELLY LAKE (U.S.E.),
 DL0704'DESCRIBED ABOVE, ABOUT 450 FEET EAST OF A TENANT HOUSE WITH A 24-INCH
 DL0704'COTTONWOOD TREE IN THE YARD, ABOUT 350 FEET NORTH OF A 36-INCH PECAN
 DL0704'TREE AT THE LANDSIDE TOE OF THE LEVEE, ABOUT 200 FEET WEST OF A POINT
 DL0704'WHERE THE DRAINAGE DITCH CROSSES AN EAST-AND-WEST DIRT ROAD, 18 FEET
 DL0704'SOUTH OF THE CENTER LINE OF THE ROAD, AND 4.6 FEET SOUTH OF A 4-INCH
 DL0704'COTTONWOOD TREE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 DL0704'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 DL0704'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2016 ***********************************************************************
 DK2016  DESIGNATION -  KELSO
 DK2016  PID         -  DK2016
 DK2016  STATE/COUNTY-  AR/DESHA
 DK2016  USGS QUAD   -  KELSO (1969)
 DK2016
 DK2016                         *CURRENT SURVEY CONTROL
 DK2016  ___________________________________________________________________
 DK2016* NAD 83(1997)-  33 48 21.26403(N)    091 16 03.32047(W)     ADJUSTED  
 DK2016* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 DK2016  ___________________________________________________________________
 DK2016  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DK2016  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK2016
 DK2016  HORZ ORDER  -  FIRST
 DK2016
 DK2016.The horizontal coordinates were established by classical geodetic methods
 DK2016.and adjusted by the National Geodetic Survey in September 1999..
 DK2016
 DK2016.The orthometric height was scaled from a topographic map.
 DK2016
 DK2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2016
 DK2016.The geoid height was determined by GEOID03.
 DK2016
 DK2016;                    North         East     Units Scale Factor Converg.
 DK2016;SPC AR S     -   526,598.105   467,811.566   MT  0.99992638   +0 24 35.7
 DK2016;SPC AR S     - 1,727,680.62  1,534,811.78   sFT  0.99992638   +0 24 35.7
 DK2016;UTM  15      - 3,741,984.714   660,356.731   MT  0.99991701   +0 57 50.7
 DK2016
 DK2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2016!SPC AR S     -   0.99999709  x   0.99992638  =   0.99992347
 DK2016!UTM  15      -   0.99999709  x   0.99991701  =   0.99991410
 DK2016
 DK2016|---------------------------------------------------------------------|
 DK2016| PID    Reference Object                     Distance      Geod. Az  |
 DK2016|                                                           dddmmss.s |
 DK2016| CY6789 KELSO RM 2                           45.850 METERS 00204     |
 DK2016| CY6787 KELSO AZ MK                                        1993009.8 |
 DK2016| CY6788 KELSO RM 1                           65.890 METERS 22400     |
 DK2016|---------------------------------------------------------------------|
 DK2016
 DK2016                          SUPERSEDED SURVEY CONTROL
 DK2016
 DK2016  NAD 83(1997)-  33 48 21.27060(N)    091 16 03.31995(W) AD(       ) 1
 DK2016  NAD 83(1986)-  33 48 21.27132(N)    091 16 03.31718(W) AD(       ) 1
 DK2016  NAD 27      -  33 48 20.89096(N)    091 16 02.90048(W) AD(       ) 1
 DK2016
 DK2016.Superseded values are not recommended for survey control.
 DK2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2016.See file dsdata.txt to determine how the superseded data were derived.
 DK2016
 DK2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6035741985(NAD 83)
 DK2016_MARKER: DS = TRIANGULATION STATION DISK
 DK2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2016
 DK2016  HISTORY     - Date     Condition        Report By
 DK2016  HISTORY     - 1940     MONUMENTED       CGS
 DK2016  HISTORY     - 1967     MARK NOT FOUND   USGS
 DK2016
 DK2016                          STATION DESCRIPTION
 DK2016
 DK2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2016'STATION KELSO IS LOCATED IN DESHA COUNTY, ABOUT 14 MILES NNE
 DK2016'OF MC GEHEE, 6 MILES S OF WATSON AND 0.6 MILE N OF KELSO.  IT
 DK2016'IS ON THE PROPERTY OF JOHN BAXTER OF DERMOTT, ARKANSAS.  THE
 DK2016'STATION MARK IS 75 FEET E OF THE CENTER LINE OF THE ROAD, 150
 DK2016'YARDS NNW OF A HOUSE, ON A SMALL RISE OF GROUND IN AN
 DK2016'UNCULTIVATED FIELD.  IT IS STAMPED KELSO 1940 AND PROJECTS 6
 DK2016'INCHES ABOVE THE GROUND.  THERE IS A WHITE REFERENCE POST 7
 DK2016'FEET S OF THE STATION.
 DK2016'
 DK2016'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK2016'BRONZE DISKS SET IN CONCRETE.
 DK2016'
 DK2016'REFERENCE MARK NO. 1 IS 30 FEET W OF THE CENTER LINE OF THE ROAD, ON
 DK2016'THE ROAD RIGHT-OF-WAY AND 1 FOOT E OF THE FENCE.  STAMPED KELSO
 DK2016'1940 NO. 1, IT PROJECTS 6 INCHES AND IS ABOUT 1 METER LOWER
 DK2016'THAN THE STATION.
 DK2016'
 DK2016'REFERENCE MARK NO. 2 IS 28 FEET E OF THE CENTER LINE OF THE ROAD, ON
 DK2016'THE ROAD RIGHT-OF-WAY AND 1 FOOT W OF THE FENCE LINE.  STAMPED
 DK2016'KELSO 1940 NO. 2, IT PROJECTS 6 INCHES AND IS ABOUT 1 METER LOWER
 DK2016'THAN THE STATION.
 DK2016'
 DK2016'THE AZIMUTH MARK IS 0.6 MILE S OF THE STATION, ON THE ROAD
 DK2016'RIGHT-OF-WAY, 35 FEET W OF THE CENTER LINE, BETWEEN THE ROAD AND
 DK2016'THE RAILROAD.  STAMPED KELSO 1940, IT PROJECTS 6 INCHES.  THERE
 DK2016'IS A WHITE REFERENCE POST 2.5 FEET S OF THE MARK.
 DK2016'
 DK2016'TO REACH AZIMUTH MARK FROM THE STATION, DRIVE S FOR 0.6 MILE.
 DK2016'
 DK2016'TO REACH THE STATION, DRIVE 6.5 MILES S FROM WATSON ON STATE
 DK2016'HIGHWAY 1.  STATION IS ON E, LEFT SIDE OF THE ROAD.
 DK2016'
 DK2016'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK2016
 DK2016                          STATION RECOVERY (1967)
 DK2016
 DK2016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DK2016'WHEN WE VISITED THE STATION, COULD ONLY FIND THE CONCRETE BLOCK.
 DK2016'WE ASSUME THE ROAD GRADER - THERE WAS EVIDENCE THAT RECENT ROAD
 DK2016'WORK HAS BEEN DONE - HAD KNOCKED THE TOP OFF.  COULD NOT FIND IT.
 DK2016'
 DK2016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILES NE OF
 DK2016'KELSO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0812 ***********************************************************************
 GF0812  DESIGNATION -  KENNEDY
 GF0812  PID         -  GF0812
 GF0812  STATE/COUNTY-  AR/BOONE
 GF0812  USGS QUAD   -  GAITHER (1967)
 GF0812
 GF0812                         *CURRENT SURVEY CONTROL
 GF0812  ___________________________________________________________________
 GF0812* NAD 83(1997)-  36 14 28.19346(N)    093 13 30.56854(W)     ADJUSTED  
 GF0812* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 GF0812  ___________________________________________________________________
 GF0812  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 GF0812  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GF0812
 GF0812  HORZ ORDER  -  SECOND
 GF0812
 GF0812.The horizontal coordinates were established by classical geodetic methods
 GF0812.and adjusted by the National Geodetic Survey in September 1999..
 GF0812
 GF0812.The orthometric height was scaled from a topographic map.
 GF0812
 GF0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0812
 GF0812.The geoid height was determined by GEOID03.
 GF0812
 GF0812;                    North         East     Units Scale Factor Converg.
 GF0812;SPC AR N     -   212,350.148   289,875.223   MT  1.00000156   -0 42 46.5
 GF0812;SPC AR N     -   696,685.44    951,032.29   sFT  1.00000156   -0 42 46.5
 GF0812;UTM  15      - 4,010,721.200   479,769.001   MT  0.99960504   -0 07 59.2
 GF0812
 GF0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0812!SPC AR N     -   0.99990444  x   1.00000156  =   0.99990600
 GF0812!UTM  15      -   0.99990444  x   0.99960504  =   0.99950952
 GF0812
 GF0812|---------------------------------------------------------------------|
 GF0812| PID    Reference Object                     Distance      Geod. Az  |
 GF0812|                                                           dddmmss.s |
 GF0812| CI1796 KENNEDY RM 1                          5.764 METERS 01520     |
 GF0812| GF0805 HARRISON RADIO STA KHOZ MAST        APPROX.10.2 KM 0884226.5 |
 GF0812| CI1795 KENNEDY AZ MK                                      1140520.9 |
 GF0812| CI1797 KENNEDY RM 2                         12.126 METERS 12513     |
 GF0812|---------------------------------------------------------------------|
 GF0812
 GF0812                          SUPERSEDED SURVEY CONTROL
 GF0812
 GF0812  NAD 83(1986)-  36 14 28.20488(N)    093 13 30.56779(W) AD(       ) 2
 GF0812  NAD 27      -  36 14 27.95000(N)    093 13 29.92100(W) AD(       ) 2
 GF0812
 GF0812.Superseded values are not recommended for survey control.
 GF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0812.See file dsdata.txt to determine how the superseded data were derived.
 GF0812
 GF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7976910721(NAD 83)
 GF0812_MARKER: DS = TRIANGULATION STATION DISK
 GF0812_SETTING: 66 = SET IN ROCK OUTCROP
 GF0812
 GF0812  HISTORY     - Date     Condition        Report By
 GF0812  HISTORY     - 1954     MONUMENTED       CGS
 GF0812  HISTORY     - 1964     GOOD             CGS
 GF0812
 GF0812                          STATION DESCRIPTION
 GF0812
 GF0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0812'THE STATION IS LOCATED ON A HIGH BALD ROCK ON THE PROPERTY OF
 GF0812'MR. WILLIAM COX, ABOUT 6 MILES WEST OF HARRISON, 1 MILE SOUTH
 GF0812'OF BATAVIA AND 10 FEET EAST OF THE WEST BLUFF OF THE ROCK.
 GF0812'
 GF0812'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 GF0812'IN HARRISON, GO WEST ON STATE HIGHWAYS 7 AND 43 FOR 0.15 MILE
 GF0812'TO POINT WHERE THE HIGHWAYS TURN LEFT, CONTINUE WEST FOR 0.1
 GF0812'MILE TO A FORK, TAKE RIGHT FORK AND GO WESTERLY ON HARD SURFACED
 GF0812'ROAD FOR 4.5 MILES TO THE CAPPS POST OFFICE ON THE LEFT,
 GF0812'CONTINUE WEST 1.2 MILES TO A FORK AND THE AZIMUTH MARK ON
 GF0812'THE LEFT AS DESCRIBED, TAKE RIGHT FORK FOR 1.2 MILES TO A SIDE
 GF0812'ROAD ON THE LEFT JUST BEFORE COMING TO A HOUSE ON THE LEFT,
 GF0812'TURN SHARP LEFT AND GO SOUTHERLY FOR 0.4 MILE TO A CATTLE
 GF0812'GUARD, PASS THROUGH CATTLE GUARD AND CONTINUE SOUTH FOR 0.05
 GF0812'MILE TO A FORK, TAKE RIGHT FORK AND GO WEST, PASSING THROUGH
 GF0812'A WIRE GATE FOR 0.1 MILE, FROM THIS POINT PACK SOUTH AND
 GF0812'WEST ON DIM TRACK ROAD FOR 0.75 MILE TO TOP OF HIGH ROCKY
 GF0812'POINT AND STATION.
 GF0812'
 GF0812'THE STATION MARK IS FLUSH AND THE DISK IS STAMPED KENNEDY 1954.
 GF0812'
 GF0812'REFERENCE MARK 1 WAS SET IN A DRILL HOLE THAT HAD BEEN USED FOR
 GF0812'A USGS MARK WHICH COULD NOT BE FOUND.  THE DISK IS STAMPED
 GF0812'KENNEDY NO 1 1954.
 GF0812'
 GF0812'REFERENCE MARK 2 IS FLUSH AND THE DISK IS STAMPED KENNEDY NO 2
 GF0812'1954.
 GF0812'
 GF0812'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTER OF THE SURFACED
 GF0812'ROAD AND 30 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.  THE
 GF0812'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED KENNEDY 1954.
 GF0812'
 GF0812'NO WITNESS POST WAS ESTABLISHED AT THE STATION BECAUSE OF
 GF0812'SOLID ROCK AND NONE AT THE AZIMUTH MARK BECAUSE IT WAS SET AT
 GF0812'A FORK IN THE ANGLE.
 GF0812'
 GF0812'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0812
 GF0812                          STATION RECOVERY (1964)
 GF0812
 GF0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 GF0812'THE STATION, R.M. 1 AND THE AZIMUTH MARK WERE RECOVERED.  THE
 GF0812'AZIMUTH MARK IS IN VERY GOOD CONDITION, THE STATION MARK AND
 GF0812'R.M. 1 WERE QUITE LOOSE IN THEIR DRILL HOLES AND WERE
 GF0812'RE-INFORCED WITH CEMENT.  R.M. 2 DISK HAS BEEN REMOVED ALTHOUGH
 GF0812'THE DRILL HOLE IS RECOVERABLE.  A NEW TO REACH DESCRIPTION,
 GF0812'BEGINNING AT THE AZIMUTH MARK, FOLLOWS- FROM THE AZIMUTH MARK,
 GF0812'TAKE THE RIGHT FORK FOR 1.1 MI. TO A SIDE ROAD LEFT.  TURN
 GF0812'SHARP LEFT AND FOLLOW THE MAIN TRAVELED ROAD SOUTH AND WEST
 GF0812'FOR 1.0 MI. TO BASE OF ROCKY BLUFF.  PACK WESTERLY UP BLUFF
 GF0812'TO STATION AS DESCRIBED.
 GF0812'
 GF0812'ALL MARKS ARE STAMPED WITH THE DATE 1953, ALTHOUGH THE
 GF0812'DESCRIPTION SAYS 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0368 ***********************************************************************
 DL0368  DESIGNATION -  KENT
 DL0368  PID         -  DL0368
 DL0368  STATE/COUNTY-  AR/OUACHITA
 DL0368  USGS QUAD   -  HARMONY GROVE (1985)
 DL0368
 DL0368                         *CURRENT SURVEY CONTROL
 DL0368  ___________________________________________________________________
 DL0368* NAD 83(1997)-  33 37 32.23519(N)    092 48 49.15400(W)     ADJUSTED  
 DL0368* NAVD 88     -        34.682  (meters)     113.79   (feet)  ADJUSTED  
 DL0368  ___________________________________________________________________
 DL0368  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DL0368  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0368  DYNAMIC HT  -          34.647 (meters)     113.67  (feet)  COMP
 DL0368  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 DL0368
 DL0368  HORZ ORDER  -  FIRST
 DL0368  VERT ORDER  -  FIRST     CLASS II
 DL0368
 DL0368.The horizontal coordinates were established by classical geodetic methods
 DL0368.and adjusted by the National Geodetic Survey in September 1999..
 DL0368
 DL0368.The orthometric height was determined by differential leveling
 DL0368.and adjusted by the National Geodetic Survey in June 1991..
 DL0368
 DL0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0368
 DL0368.The geoid height was determined by GEOID03.
 DL0368
 DL0368.The dynamic height is computed by dividing the NAVD 88
 DL0368.geopotential number by the normal gravity value computed on the
 DL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0368.degrees latitude (g = 980.6199 gals.).
 DL0368
 DL0368.The modeled gravity was interpolated from observed gravity values.
 DL0368
 DL0368;                    North         East     Units Scale Factor Converg.
 DL0368;SPC AR S     -   506,660.046   324,507.641   MT  0.99994376   -0 27 19.4
 DL0368;SPC AR S     - 1,662,267.17  1,064,655.49   sFT  0.99994376   -0 27 19.4
 DL0368;UTM  15      - 3,720,662.391   517,283.797   MT  0.99960368   +0 06 11.5
 DL0368
 DL0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0368!SPC AR S     -   0.99999868  x   0.99994376  =   0.99994244
 DL0368!UTM  15      -   0.99999868  x   0.99960368  =   0.99960236
 DL0368
 DL0368:                Primary Azimuth Mark                     Grid Az
 DL0368:SPC AR S     -  KENT AZ MK                               041 44 10.9
 DL0368:UTM  15      -  KENT AZ MK                               041 10 40.0
 DL0368
 DL0368|---------------------------------------------------------------------|
 DL0368| PID    Reference Object                     Distance      Geod. Az  |
 DL0368|                                                           dddmmss.s |
 DL0368| DL0366 KENT AZ MK                                         0411651.5 |
 DL0368| DL0367 KENT RM 1                            37.500 METERS 05608     |
 DL0368| CY6790 KENT RM 2                            33.229 METERS 17240     |
 DL0368| DL1404 CAMDEN MILL SO KRAFT CORP STK       APPROX. 8.8 KM 1860503.5 |
 DL0368| DL1406 CAMDEN FURNITURE CO TANK            APPROX. 4.0 KM 1965106.2 |
 DL0368| DL1407 CAMDEN OUACHITA CO CTHSE            APPROX. 4.8 KM 1985137.8 |
 DL0368| DL1401 EBONY                                35.545 METERS 30122     |
 DL0368|---------------------------------------------------------------------|
 DL0368
 DL0368                          SUPERSEDED SURVEY CONTROL
 DL0368
 DL0368  NAD 83(1997)-  33 37 32.24409(N)    092 48 49.14678(W) AD(       ) 1
 DL0368  NAD 83(1986)-  33 37 32.24647(N)    092 48 49.14668(W) AD(       ) 1
 DL0368  NAD 27      -  33 37 31.84400(N)    092 48 48.56100(W) AD(       ) 1
 DL0368  NGVD 29 (??/??/92)   34.713  (m)          113.89   (f) ADJ UNCH    1 2
 DL0368
 DL0368.Superseded values are not recommended for survey control.
 DL0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0368.See file dsdata.txt to determine how the superseded data were derived.
 DL0368
 DL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1728420662(NAD 83)
 DL0368_MARKER: DS = TRIANGULATION STATION DISK
 DL0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0368_SP_SET: CONCRETE POST
 DL0368_STAMPING: KENT 1941
 DL0368_MARK LOGO: CGS   
 DL0368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0368+STABILITY: SURFACE MOTION
 DL0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0368+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1992
 DL0368
 DL0368  HISTORY     - Date     Condition        Report By
 DL0368  HISTORY     - 1941     MONUMENTED       CGS
 DL0368  HISTORY     - 1960     GOOD             NGS
 DL0368  HISTORY     - 1964     GOOD             CGS
 DL0368  HISTORY     - 1964     GOOD             NGS
 DL0368  HISTORY     - 19921130 GOOD             NOS
 DL0368
 DL0368                          STATION DESCRIPTION
 DL0368
 DL0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL0368'STATION IS LOCATED IN THE SW 1/4 OF SEC, 1, T 13 S, R 17 W, ABOUT
 DL0368'0.1 MILE NORTH OF THE KENT RR DEPOT, ON A NARROW SECTION OF
 DL0368'GROUND BETWEEN THE RAILROAD AND STATE HIGHWAY NO. 7.
 DL0368'
 DL0368'TO REACH THE STATION FROM THE KENT RR DEPOT, ABOUT 2.5 MILES NORTH
 DL0368'OF CAMDEN, GO NORTH ON STATE HIGHWAY NO 7 FOR 0.1 MILE TO THE
 DL0368'STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 DL0368'
 DL0368'TO REACH THE AZIMUTH FROM THIS POINT, CONTINUE NORTH ON STATE
 DL0368'HIGHWAY NO 7 FOR 0.35 MILE TO A SMALL HOUSE ON THE LEFT AND THE
 DL0368'AZIMUTH MARK ON THE RIGHT, ABOUT 558 FEET EAST OF THE ROAD AND
 DL0368'AT THE NORTH EDGE OF A FIELD.
 DL0368'
 DL0368'THE STATION MARK IS STAMPED KENT 1941 AND IS SET ABOUT 18 INCHES
 DL0368'BELOW THE SURFACE OF THE GROUND.  IT IS 34.5 FEET WEST OF THE CENTER
 DL0368'OF STATE HIGHWAY NO 7, 16 FEET WEST OF A FENCE, 15.4 FEET WEST OF A
 DL0368'WHITE REFERENCE POST, 36.5 FEET NORTH OF A BOARD GATE AND 15
 DL0368'FEET EAST OF THE EDGE OF THE RR CUT.
 DL0368'
 DL0368'R.M. NO. 1 IS STAMPED KENT NO. 1 1941 AND PROJECTS 3 INCHES.  IT
 DL0368'IS 1 FOOT WEST OF A FENCE, 27 FEET SOUTH OF A FENCE CORNER AND
 DL0368'28 FEET EAST OF THE CENTER OF STATE HIGHWAY NO 7.
 DL0368'
 DL0368'R.M. NO. 2 IS STAMPED KENT NO. 2 1941 AND PROJECTS 6 INCHES.
 DL0368'IT IS 5 FEET NORTH OF A TELEPHONE POLE, 21 FEET EAST OF THE
 DL0368'CENTER OF STATE HIGHWAY NO 7 AND 1 FOOT WEST OF A FENCE.
 DL0368'
 DL0368'THE AZIMUTH MARK IS STAMPED KENT 1941 AND PROJECTS 6 INCHES.
 DL0368'IT IS 558 FEET EAST OF THE CENTER OF STATE HIGHWAY NO 7, 50 FEET
 DL0368'SOUTHEAST OF A 16-INCH PINE TREE, 4 FEET EAST OF A WHITE REFERENCE
 DL0368'POST AND ABOUT 100 YARDS WEST OF A RAILROAD.
 DL0368'
 DL0368'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 DL0368
 DL0368                          STATION RECOVERY (1960)
 DL0368
 DL0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0368'4.0 MI NE FROM CAMDEN.
 DL0368'ABOUT 0.55 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD
 DL0368'FROM THE MISSOURI PACIFIC RAILROAD STATION AT CAMDEN, THENCE 1.0 MILE
 DL0368'NORTHEAST ALONG U.S. HIGHWAY 79 AND STATE HIGHWAYS 4 AND 7, THENCE
 DL0368'2.45 MILES NORTHEAST ALONG STATE HIGHWAY 7, 0.3 MILE NORTHEAST OF THE
 DL0368'NORTHEAST END OF A LONG TRESTLE, 0.2 MILE NORTHEAST OF THE STATION
 DL0368'SIGN AT KENT, 395 FEET EAST-NORTHEAST OF THE CENTER OF A RAILROAD
 DL0368'CROSSING, 107 FEET WEST-NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 DL0368'WEST-NORTHWEST RAIL, 123 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 DL0368'REFERENCE MARK KENT NO 1, 39 1/2 FEET WEST-NORTHWEST OF THE CENTER
 DL0368'LINE OF THE HIGHWAY, 29 FEET NORTH OF A TRIPLE-BRACED POWER POLE, 16
 DL0368'1/2 FEET WEST-NORTHWEST OF A FENCE, 2.3 FEET NORTH OF A METAL WITNESS
 DL0368'POST, AND IN THE TOP OF A CONCRETE POST 2 FEET BELOW THE GROUND.
 DL0368
 DL0368                          STATION RECOVERY (1964)
 DL0368
 DL0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL0368'THE STATION, R.M. NO. 1 AND AZIMUTH MARK RECOVERED AND FOUND IN
 DL0368'GOOD CONDITION.  R.M. NO. 2 WAS NOT RECOVERED AND HAS PROBABLY
 DL0368'BEEN DESTROYED AS EVIDENCE OF A CONCRETE POST WAS FOUND NEAR FENCE
 DL0368'LINE.  STATION EBONY (USC AND G AND SS) WAS RECOVERED 35.545
 DL0368'METERS NORTHWEST OF THE STATION AND CAN BE USED FOR ONE REFERENCE
 DL0368'MARK.  THE AZIMUTH MARK RECOVERED 0.35 MILE NORTHEAST OF THE
 DL0368'STATION, 268 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 309 FEET
 DL0368'NORTHWEST OF NORTHWEST RAIL OF RAILROAD AND 68 FEET SOUTH OF
 DL0368'A LONE 30-INCH PINE TREE.
 DL0368'
 DL0368'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL0368'RECOVERY.
 DL0368
 DL0368                          STATION RECOVERY (1964)
 DL0368
 DL0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0368'RECOVERED IN GOOD CONDITION.
 DL0368
 DL0368                          STATION RECOVERY (1992)
 DL0368
 DL0368'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2822 ***********************************************************************
 EH2822  DESIGNATION -  KENT
 EH2822  PID         -  EH2822
 EH2822  STATE/COUNTY-  AR/LEE
 EH2822  USGS QUAD   -  BRICKEYS (1984)
 EH2822
 EH2822                         *CURRENT SURVEY CONTROL
 EH2822  ___________________________________________________________________
 EH2822* NAD 83(1997)-  34 47 59.05471(N)    090 32 23.65805(W)     ADJUSTED  
 EH2822* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 EH2822  ___________________________________________________________________
 EH2822  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 EH2822  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2822
 EH2822  HORZ ORDER  -  SECOND
 EH2822
 EH2822.The horizontal coordinates were established by classical geodetic methods
 EH2822.and adjusted by the National Geodetic Survey in September 1999..
 EH2822
 EH2822.The orthometric height was scaled from a topographic map.
 EH2822
 EH2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2822
 EH2822.The geoid height was determined by GEOID03.
 EH2822
 EH2822;                    North         East     Units Scale Factor Converg.
 EH2822;SPC AR S     -   637,545.502   533,609.803   MT  1.00000754   +0 49 01.9
 EH2822;SPC AR S     - 2,091,680.53  1,750,684.83   sFT  1.00000754   +0 49 01.9
 EH2822;SPC AR N     -    52,735.038   533,612.296   MT  1.00002895   +0 50 58.7
 EH2822;SPC AR N     -   173,014.87  1,750,693.01   sFT  1.00002895   +0 50 58.7
 EH2822;SPC MS W     -   587,676.809   681,097.552   MT  0.99995440   -0 07 04.4
 EH2822;SPC MS W     - 1,928,069.66  2,234,567.55   sFT  0.99995440   -0 07 04.4
 EH2822;UTM  15      - 3,853,593.531   725,057.603   MT  1.00022432   +1 24 16.5
 EH2822
 EH2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2822!SPC AR S     -   0.99999513  x   1.00000754  =   1.00000267
 EH2822!SPC AR N     -   0.99999513  x   1.00002895  =   1.00002408
 EH2822!SPC MS W     -   0.99999513  x   0.99995440  =   0.99994953
 EH2822!UTM  15      -   0.99999513  x   1.00022432  =   1.00021945
 EH2822
 EH2822|---------------------------------------------------------------------|
 EH2822| PID    Reference Object                     Distance      Geod. Az  |
 EH2822|                                                           dddmmss.s |
 EH2822| CY6792 KENT RM 1                            31.423 METERS 05244     |
 EH2822| CY6791 KENT AZ MK                                         0600217.2 |
 EH2822| CY6793 KENT RM 2                            26.611 METERS 12932     |
 EH2822| EH2831 CLAY                                APPROX.19.0 KM 3064341.8 |
 EH2822|---------------------------------------------------------------------|
 EH2822
 EH2822                          SUPERSEDED SURVEY CONTROL
 EH2822
 EH2822  NAD 83(1997)-  34 47 59.05538(N)    090 32 23.65680(W) AD(       ) 2
 EH2822  NAD 83(1997)-  34 47 59.05735(N)    090 32 23.65484(W) AD(       ) 2
 EH2822  NAD 83(1986)-  34 47 59.06225(N)    090 32 23.65642(W) AD(       ) 2
 EH2822  NAD 27      -  34 47 58.71170(N)    090 32 23.28110(W) AD(       ) 2
 EH2822
 EH2822.Superseded values are not recommended for survey control.
 EH2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2822.See file dsdata.txt to determine how the superseded data were derived.
 EH2822
 EH2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2505853594(NAD 83)
 EH2822_MARKER: DS = TRIANGULATION STATION DISK
 EH2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2822
 EH2822  HISTORY     - Date     Condition        Report By
 EH2822  HISTORY     - 1953     MONUMENTED       CGS
 EH2822  HISTORY     - 1957     GOOD             USE
 EH2822  HISTORY     - 19750515 MARK NOT FOUND   USGS
 EH2822  HISTORY     - 1980     MARK NOT FOUND   NGS
 EH2822
 EH2822                          STATION DESCRIPTION
 EH2822
 EH2822'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2822'THE STATION IS LOCATED ABOUT 12 MILES EAST OF MARIANNA, ABOUT
 EH2822'6 MILES SOUTHEAST OF BRICKEYS, 75 FEET NORTHWEST OF THE CROWN OF
 EH2822'THE LEVEE, 49 FEET EAST OF A FENCE LINE AND 4 FEET NORTH OF
 EH2822'A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED KENT 1953.
 EH2822'
 EH2822'REFERENCE MARK NO. 1 IS 90 FEET NORTHWEST OF THE CROWN OF THE
 EH2822'LEVEE AND 33 FEET EAST OF A FENCE LINE.  IT PROJECTS 4 INCHES AND
 EH2822'IS STAMPED KENT NO 1 1953.
 EH2822'
 EH2822'REFERENCE MARK NO. 2 IS ON THE CROWN OF THE LEVEE, IT PROJECTS
 EH2822'3 INCHES AND IS STAMPED KENT NO 2 1953.
 EH2822'
 EH2822'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 119.48 FEET.
 EH2822'
 EH2822'THE AZIMUTH MARK IS SET ON THE BANQUETTE OF THE LEVEE, 91 FEET
 EH2822'EAST OF A GATE WITH CEMENT CORNER POSTS, 50 FEET NORTHWEST OF
 EH2822'THE CROWN OF THE LEVEE AND 3 FEET SOUTHWEST OF A WITNESS POST.
 EH2822'IT PROJECTS 4 INCHES AND IS STAMPED KENT 1953.
 EH2822'
 EH2822'TO REACH THE STATION FROM THE POST OFFICE IN BRICKEYS GO
 EH2822'SOUTHWEST ON U.S. HIGHWAY 79 FOR 0.7 MILE TO JUNCTION WITH
 EH2822'STATE HIGHWAY 131, TURN LEFT AND FOLLOW STATE HIGHWAY 131
 EH2822'SOUTHEASTERLY FOR 5.8 MILES TO A CROSSROAD AND THE
 EH2822'FESPERMAN-CHIPMAN STORE ON THE LEFT.  TURN RIGHT AND GO SOUTH
 EH2822'ON THE GRAVEL AND DIRT ROAD FOR 1.8 MILES TO A STORE ON THE
 EH2822'LEFT, CONTINUE SOUTH ON THE DIRT ROAD FOR 0.15 MILE TO A TRACK
 EH2822'ROAD ON THE LEFT AT A SMALL SIGN FREDS CAMP TURN SHARP LEFT
 EH2822'ON THE TRACK ROAD PASSING THROUGH A GATE AND GO 91 FEET EAST
 EH2822'TO THE AZIMUTH MARK.  THEN GO SOUTHWEST ON THE BANQUETTE OF
 EH2822'THE LEVEE FOR 0.25 MILE TO THE STATION AND REFERENCE MARKS AS
 EH2822'DESCRIBED.
 EH2822'
 EH2822'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2822
 EH2822                          STATION RECOVERY (1957)
 EH2822
 EH2822'RECOVERY NOTE BY US ENGINEERS 1957 (GWM)
 EH2822'LETTER OF MR. G.W. MILLER, ENGINEER, CORPS OF ENGINEERS, MEMPHIS,
 EH2822'TENN.
 EH2822'
 EH2822'THE AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE MOVED TO PERMIT
 EH2822'LEVEE ENLARGEMENT OPERATIONS.
 EH2822'
 EH2822'THE AZIMUTH MARK IS LOCATED ON THE LANDSIDE CROWN OF THE LEVEE
 EH2822'BANQUETTE, 153 FEET SOUTHEAST OF AN EAST CONCRETE GATE POST,
 EH2822'27 FEET EAST OF A FENCE ALONG THE TOE OF THE BANQUETTE,
 EH2822'N 61 DEG 06 MIN 32 SEC E FROM THE STATION MARK, 1099.42 FEET,
 EH2822'STAMPED KENT 1953 RESET 1957.
 EH2822'
 EH2822'REFERENCE MARK NO. 2 IS LOCATED AT THE TOP OF THE LEVEE BANQUETTE,
 EH2822'40 FEET EAST OF A GRAVEL ROAD, 20 FEET NORTHEAST OF THE EAST
 EH2822'END OF A CORRUGATED PIPE CULVERT WITH CONCRETE HEADWALL, 3 FEET
 EH2822'EAST OF A FENCE, S 85 DEG 38 MIN 37 SEC W FROM THE
 EH2822'STATION MARK, 95.00 FEET, STAMPED KENT RM 2 1953 RESET 1957.
 EH2822'
 EH2822'THE STATION AND RM NO. 1 WILL NOT BE AFFECTED BY PROPOSED
 EH2822'CONSTRUCTION.
 EH2822
 EH2822                          STATION RECOVERY (1975)
 EH2822
 EH2822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 EH2822'MARK NOT FOUND.
 EH2822
 EH2822                          STATION RECOVERY (1980)
 EH2822
 EH2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2822'THE STATION MARKS, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 EH2822'WERE SEARCHED FOR BY INVERSE DIRECTION AND DISTANCE FROM STATION
 EH2822'KENT 2 AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2823 ***********************************************************************
 EH2823  DESIGNATION -  KENT 2
 EH2823  PID         -  EH2823
 EH2823  STATE/COUNTY-  AR/LEE
 EH2823  USGS QUAD   -  BRICKEYS (1984)
 EH2823
 EH2823                         *CURRENT SURVEY CONTROL
 EH2823  ___________________________________________________________________
 EH2823* NAD 83(1997)-  34 48 03.93387(N)    090 32 10.84944(W)     ADJUSTED  
 EH2823* NAVD 88     -        66.0    (meters)     217.     (feet)  VERTCON   
 EH2823  ___________________________________________________________________
 EH2823  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 EH2823  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2823
 EH2823  HORZ ORDER  -  FIRST
 EH2823
 EH2823.The horizontal coordinates were established by classical geodetic methods
 EH2823.and adjusted by the National Geodetic Survey in September 1999..
 EH2823
 EH2823.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2823
 EH2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2823
 EH2823.The geoid height was determined by GEOID03.
 EH2823
 EH2823;                    North         East     Units Scale Factor Converg.
 EH2823;SPC AR S     -   637,700.493   533,933.211   MT  1.00000786   +0 49 09.1
 EH2823;SPC AR S     - 2,092,189.03  1,751,745.88   sFT  1.00000786   +0 49 09.1
 EH2823;SPC MS W     -   587,826.493   681,423.428   MT  0.99995425   -0 06 57.1
 EH2823;SPC MS W     - 1,928,560.75  2,235,636.70   sFT  0.99995425   -0 06 57.1
 EH2823;UTM  15      - 3,853,751.863   725,379.474   MT  1.00022611   +1 24 24.0
 EH2823
 EH2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2823!SPC AR S     -   0.99999387  x   1.00000786  =   1.00000173
 EH2823!SPC MS W     -   0.99999387  x   0.99995425  =   0.99994813
 EH2823!UTM  15      -   0.99999387  x   1.00022611  =   1.00021998
 EH2823
 EH2823|---------------------------------------------------------------------|
 EH2823| PID    Reference Object                     Distance      Geod. Az  |
 EH2823|                                                           dddmmss.s |
 EH2823| CY6794 KENT 2 RM 3                          26.733 METERS 01646     |
 EH2823| EH0972 X 219                               246.930 METERS 03244     |
 EH2823| EH2826 X 219 TPT                           240.687 METERS 03244     |
 EH2823| EH2828 KENT 2 AZ MK                        APPROX. 0.7 KM 2345422.7 |
 EH2823| CY6795 KENT 2 RM 4                          30.053 METERS 25650     |
 EH2823|---------------------------------------------------------------------|
 EH2823
 EH2823                          SUPERSEDED SURVEY CONTROL
 EH2823
 EH2823  NAD 83(1997)-  34 48 03.93404(N)    090 32 10.84968(W) AD(       ) 1
 EH2823  NAD 83(1997)-  34 48 03.93464(N)    090 32 10.84917(W) AD(       ) 1
 EH2823  NAD 83(1997)-  34 48 03.94178(N)    090 32 10.85297(W) AD(       ) 1
 EH2823  NAD 83(1986)-  34 48 03.94110(N)    090 32 10.84978(W) AD(       ) 1
 EH2823  NAD 27      -  34 48 03.59056(N)    090 32 10.47295(W) AD(       ) 1
 EH2823  NGVD 29 (07/19/86)   66.0    (m)          217.     (f) VERT ANG       
 EH2823
 EH2823.Superseded values are not recommended for survey control.
 EH2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2823.See file dsdata.txt to determine how the superseded data were derived.
 EH2823
 EH2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2537953752(NAD 83)
 EH2823_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2823
 EH2823  HISTORY     - Date     Condition        Report By
 EH2823  HISTORY     - 1980     MONUMENTED       NGS
 EH2823  HISTORY     - 20050413 POOR             USACE
 EH2823
 EH2823                          STATION DESCRIPTION
 EH2823
 EH2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH2823'THE STATION IS LOCATED ABOUT 32.2 KM NORTH OF HELENA,
 EH2823'22.5 KM EAST-NORTHEAST OF MARIANNA, 18.5 KM
 EH2823'SOUTH-SOUTHWEST OF HUGHES, AND ATOP THE MAIN LEVEE ALONG
 EH2823'THE WEST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION FOR
 EH2823'THE STATION WAS OBTAINED FROM MR. BURRELL B. FAIR,
 EH2823'CHIEF ENGINEER FOR THE ST FRANCIS LEVEE DISTRICT,
 EH2823'P.O. BOX 308, WEST MEMPHIS, AR 72301.
 EH2823'TELEPHONE NUMBER 501-735-1062.
 EH2823'
 EH2823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2823'STATE HIGHWAY 131, ABOUT 1.1 KM SOUTH OF BRICKEYS, GO
 EH2823'SOUTHEASTERLY ON STATE HIGHWAY 131 FOR 9.4 KM (5.85 MI) TO
 EH2823'A CROSSROAD AND A SMALL STORE IN THE SOUTHEAST ANGLE.
 EH2823'TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD
 EH2823'FOR 3.3 KM (2.05 MI) TO A CATTLE GUARD.
 EH2823'CONTINUE AHEAD FOR 0.08 KM (0.05 MI) TO A FORK.  THE
 EH2823'STATION IS 42.0 METERS AHEAD AND ATOP THE LEVEE.
 EH2823'
 EH2823'THE STATION IS A STANDARD NGS DISK
 EH2823'STAMPED---KENT 2 1979---,
 EH2823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2823'FLUSH WITH GROUND.  IT IS LOCATED
 EH2823'7.5 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2823'1.77 METERS WEST FROM A METAL WITNESS POST.
 EH2823'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2823'STAMPED---KENT 2 1979---,
 EH2823'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 EH2823'
 EH2823'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 EH2823'STAMPED---KENT 2 NO 3 1979---,
 EH2823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2823'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 EH2823'49.5 METERS SOUTHWEST FROM THE JUNCTION OF THE LEVEE ROAD AND A
 EH2823'SIDE ROAD,
 EH2823'10.8 METERS SOUTHEAST FROM THE CENTER OF THE SIDE ROAD, AND
 EH2823'4.9 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD.
 EH2823'MARK IS BELOW STATION 0.5 METER.
 EH2823'
 EH2823'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 EH2823'STAMPED---KENT 2 NO 4 1979---,
 EH2823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2823'FLUSH WITH GROUND.  IT IS LOCATED
 EH2823'24.8 METERS NORTHEAST FROM THE JUNCTION OF THE LEVEE ROAD AND A
 EH2823'SIDE ROAD,
 EH2823'7.2 METERS SOUTHEAST FROM THE CENTER OF THE SIDE ROAD,
 EH2823'5.0 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD, AND
 EH2823'0.55 METER EAST FROM A METAL WITNESS POST.
 EH2823'MARK IS BELOW STATION 0.5 METER.
 EH2823'
 EH2823'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2823'STAMPED---KENT 2 1979---,
 EH2823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2823'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 EH2823'34.6 METERS SOUTH FROM THE JUNCTION OF THE LEVEE ROAD AND A SIDE
 EH2823'ROAD,
 EH2823'6.5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD, AND
 EH2823'0.80 METER NORTH-NORTHWEST FROM A METAL WITNESS POST.
 EH2823'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST ON
 EH2823'THE LEVEE ROAD FOR 0.8 KM (0.5 MI) TO THE MARK ON THE RIGHT.
 EH2823'
 EH2823'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.0 METERS.
 EH2823
 EH2823                          STATION RECOVERY (2005)
 EH2823
 EH2823'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2823'CONCRETE SLAB FOUND, MISSING DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2828 ***********************************************************************
 EH2828  DESIGNATION -  KENT 2 AZ MK
 EH2828  PID         -  EH2828
 EH2828  STATE/COUNTY-  AR/LEE
 EH2828  USGS QUAD   -  BRICKEYS (1984)
 EH2828
 EH2828                         *CURRENT SURVEY CONTROL
 EH2828  ___________________________________________________________________
 EH2828* NAD 83(1997)-  34 47 50.04208(N)    090 32 34.81538(W)     ADJUSTED  
 EH2828* NAVD 88     -        65.5    (meters)     215.     (feet)  VERTCON   
 EH2828  ___________________________________________________________________
 EH2828  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 EH2828  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2828
 EH2828  HORZ ORDER  -  SECOND
 EH2828
 EH2828.The horizontal coordinates were established by classical geodetic methods
 EH2828.and adjusted by the National Geodetic Survey in September 1999..
 EH2828
 EH2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2828
 EH2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2828
 EH2828.The geoid height was determined by GEOID03.
 EH2828
 EH2828;                    North         East     Units Scale Factor Converg.
 EH2828;SPC AR S     -   637,263.756   533,330.169   MT  1.00000696   +0 48 55.7
 EH2828;SPC AR S     - 2,090,756.17  1,749,767.40   sFT  1.00000696   +0 48 55.7
 EH2828;SPC MS W     -   587,399.679   680,813.372   MT  0.99995454   -0 07 10.8
 EH2828;SPC MS W     - 1,927,160.45  2,233,635.20   sFT  0.99995454   -0 07 10.8
 EH2828;UTM  15      - 3,853,308.872   724,780.812   MT  1.00022279   +1 24 09.8
 EH2828
 EH2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2828!SPC AR S     -   0.99999395  x   1.00000696  =   1.00000091
 EH2828!SPC MS W     -   0.99999395  x   0.99995454  =   0.99994849
 EH2828!UTM  15      -   0.99999395  x   1.00022279  =   1.00021674
 EH2828
 EH2828:                Primary Azimuth Mark                     Grid Az
 EH2828:SPC AR S     -  KENT 2                                   054 05 13.3
 EH2828:SPC MS W     -  KENT 2                                   055 01 19.8
 EH2828:UTM  15      -  KENT 2                                   053 29 59.2
 EH2828
 EH2828|---------------------------------------------------------------------|
 EH2828| PID    Reference Object                     Distance      Geod. Az  |
 EH2828|                                                           dddmmss.s |
 EH2828| EH2823 KENT 2                              APPROX. 0.7 KM 0545409.0 |
 EH2828| EH2824 MARIANNA ATT MICROWAVE              APPROX. 0.8 KM 2243459.6 |
 EH2828|---------------------------------------------------------------------|
 EH2828
 EH2828                          SUPERSEDED SURVEY CONTROL
 EH2828
 EH2828  NAD 83(1997)-  34 47 50.04227(N)    090 32 34.81564(W) AD(       ) 2
 EH2828  NAD 83(1997)-  34 47 50.04286(N)    090 32 34.81511(W) AD(       ) 2
 EH2828  NAD 83(1986)-  34 47 50.04922(N)    090 32 34.81565(W) AD(       ) 2
 EH2828  NAD 27      -  34 47 49.69846(N)    090 32 34.43821(W) AD(       ) 2
 EH2828  NGVD 29 (07/19/86)   65.5    (m)          215.     (f) VERT ANG       
 EH2828
 EH2828.Superseded values are not recommended for survey control.
 EH2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2828.See file dsdata.txt to determine how the superseded data were derived.
 EH2828
 EH2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2478153309(NAD 83)
 EH2828_MARKER: DZ = AZIMUTH MARK DISK
 EH2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2828+STABILITY: SURFACE MOTION
 EH2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2828+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 EH2828
 EH2828  HISTORY     - Date     Condition        Report By
 EH2828  HISTORY     - 1980     MONUMENTED       NGS
 EH2828  HISTORY     - 20050413 GOOD             USACE
 EH2828
 EH2828                          STATION DESCRIPTION
 EH2828
 EH2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH2828'THE STATION IS LOCATED ABOUT 32.3 KILOMETERS (20 MI) NORTH OF
 EH2828'HELENA, 22.5 KILOMETERS (14 MI) EAST-NORTHEAST OF MARIANNA, AND
 EH2828'18.5 KILOMETERS (11-1/2 MI) SOUTH-SOUTHWEST OF HUGHES.  PERMISSION
 EH2828'FOR THE STATION WAS OBTAINED FROM MR. BURRELL B. FAIR, CHIEF
 EH2828'ENGINEER FOR THE ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 EH2828'WEST MEMPHIS, AR. 72301.  TELEPHONE NUMBER 501-735-1062.
 EH2828'
 EH2828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2828'STATE HIGHWAY 131, ABOUT 0.7 MILE (1.1 KM) SOUTHWEST OF
 EH2828'BRICKEYS, GO SOUTHEASTERLY ON STATE HIGHWAY 131 FOR 5.85 MILES
 EH2828'(9.4 KM) TO A CROSSROAD AND A SMALL STORE IN THE SOUTHEAST
 EH2828'ANGLE.  TURN RIGHT AND GO SOUTHERLY ON A DIRT ROAD FOR 2.05
 EH2828'MILE (3.3 KM) TO A CATTLE GUARD.  CONTINUE AHEAD 0.05 MILE
 EH2828'(0.1 KM) A FORK.  TAKE THE RIGHT FORK TO THE TOP OF THE
 EH2828'LEVEE AND GO SOUTHWESTERLY ON THE LEVEE ROAD FOR 0.5 MILE
 EH2828'(0.8 KM) TO THE STATION ON THE RIGHT.
 EH2828'
 EH2828'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 EH2828'STAMPED---KENT 2 1979---,
 EH2828'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2828'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 EH2828'34.6 METERS SOUTH FROM THE JUNCTION OF THE LEVEE ROAD AND A SIDE
 EH2828'ROAD,
 EH2828'6.5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD, AND
 EH2828'0.80 METER NORTH-NORTHWEST FROM  A METAL WITNESS POST.
 EH2828'
 EH2828'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH2828
 EH2828                          STATION RECOVERY (2005)
 EH2828
 EH2828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0366 ***********************************************************************
 DL0366  DESIGNATION -  KENT AZ MK
 DL0366  PID         -  DL0366
 DL0366  STATE/COUNTY-  AR/OUACHITA
 DL0366  USGS QUAD   -  HARMONY GROVE (1985)
 DL0366
 DL0366                         *CURRENT SURVEY CONTROL
 DL0366  ___________________________________________________________________
 DL0366* NAD 83(1986)-  33 37 44.     (N)    092 48 38.     (W)     SCALED    
 DL0366* NAVD 88     -        34.016  (meters)     111.60   (feet)  ADJUSTED  
 DL0366  ___________________________________________________________________
 DL0366  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0366  DYNAMIC HT  -          33.981 (meters)     111.49  (feet)  COMP
 DL0366  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 DL0366
 DL0366  VERT ORDER  -  FIRST     CLASS II
 DL0366
 DL0366.The horizontal coordinates were scaled from a topographic map and have
 DL0366.an estimated accuracy of +/- 6 seconds.
 DL0366
 DL0366.The orthometric height was determined by differential leveling
 DL0366.and adjusted by the National Geodetic Survey in June 1991..
 DL0366
 DL0366.The geoid height was determined by GEOID03.
 DL0366
 DL0366.The dynamic height is computed by dividing the NAVD 88
 DL0366.geopotential number by the normal gravity value computed on the
 DL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0366.degrees latitude (g = 980.6199 gals.).
 DL0366
 DL0366.The modeled gravity was interpolated from observed gravity values.
 DL0366
 DL0366;                    North         East    Units  Estimated Accuracy
 DL0366;SPC AR S     -   507,020.      324,800.      MT  (+/- 180 meters Scaled)
 DL0366
 DL0366                          SUPERSEDED SURVEY CONTROL
 DL0366
 DL0366  NGVD 29 (??/??/92)   34.048  (m)          111.71   (f) ADJ UNCH    1 2
 DL0366
 DL0366.Superseded values are not recommended for survey control.
 DL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0366.See file dsdata.txt to determine how the superseded data were derived.
 DL0366
 DL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT175210(NAD 83)
 DL0366_MARKER: DZ = AZIMUTH MARK DISK
 DL0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0366_STAMPING: KENT 1941
 DL0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0366+STABILITY: SURFACE MOTION
 DL0366
 DL0366  HISTORY     - Date     Condition        Report By
 DL0366  HISTORY     - 1941     MONUMENTED       CGS
 DL0366  HISTORY     - 1960     GOOD             NGS
 DL0366  HISTORY     - 1964     GOOD             NGS
 DL0366
 DL0366                          STATION DESCRIPTION
 DL0366
 DL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0366'2.45 MI SW FROM HARMONY GROVE.
 DL0366'ABOUT 1.7 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE AT
 DL0366'HARMONY GROVE, THENCE 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 7, IN
 DL0366'SECTION 31, T 12 S, R 16 W, 309 FEET NORTHWEST OF THE CENTER LINE OF
 DL0366'THE NORTHWEST RAIL OF THE ST. LOUIS SOUTHWESTERN RAILROAD, 268 FEET
 DL0366'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 7, 184 FEET SOUTHEAST OF
 DL0366'THE EAST CORNER OF THE J.H. CHRISTIANS FARMHOUSE, 68 FEET SOUTH OF A
 DL0366'LONE 30-INCH PINE TREE AMONG SMALL HARDWOOD TREES, 71 FEET SOUTHEAST
 DL0366'OF THE SOUTH CORNER OF A SMALL GARDEN, IN THE TOP OF A CONCRETE POST
 DL0366'PROJECTING 8 INCHES.
 DL0366
 DL0366                          STATION RECOVERY (1964)
 DL0366
 DL0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0367 ***********************************************************************
 DL0367  DESIGNATION -  KENT RM 1
 DL0367  PID         -  DL0367
 DL0367  STATE/COUNTY-  AR/OUACHITA
 DL0367  USGS QUAD   -  HARMONY GROVE (1985)
 DL0367
 DL0367                         *CURRENT SURVEY CONTROL
 DL0367  ___________________________________________________________________
 DL0367* NAD 83(1986)-  33 37 31.     (N)    092 48 49.     (W)     SCALED    
 DL0367* NAVD 88     -        34.888  (meters)     114.46   (feet)  ADJUSTED  
 DL0367  ___________________________________________________________________
 DL0367  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0367  DYNAMIC HT  -          34.852 (meters)     114.34  (feet)  COMP
 DL0367  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 DL0367
 DL0367  VERT ORDER  -  FIRST     CLASS II
 DL0367
 DL0367.The horizontal coordinates were scaled from a topographic map and have
 DL0367.an estimated accuracy of +/- 6 seconds.
 DL0367
 DL0367.The orthometric height was determined by differential leveling
 DL0367.and adjusted by the National Geodetic Survey in June 1991..
 DL0367
 DL0367.The geoid height was determined by GEOID03.
 DL0367
 DL0367.The dynamic height is computed by dividing the NAVD 88
 DL0367.geopotential number by the normal gravity value computed on the
 DL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0367.degrees latitude (g = 980.6199 gals.).
 DL0367
 DL0367.The modeled gravity was interpolated from observed gravity values.
 DL0367
 DL0367;                    North         East    Units  Estimated Accuracy
 DL0367;SPC AR S     -   506,620.      324,510.      MT  (+/- 180 meters Scaled)
 DL0367
 DL0367                          SUPERSEDED SURVEY CONTROL
 DL0367
 DL0367  NGVD 29 (??/??/92)   34.919  (m)          114.56   (f) ADJ UNCH    1 2
 DL0367
 DL0367.Superseded values are not recommended for survey control.
 DL0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0367.See file dsdata.txt to determine how the superseded data were derived.
 DL0367
 DL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT172206(NAD 83)
 DL0367_MARKER: DR = REFERENCE MARK DISK
 DL0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0367_STAMPING: KENT NO 1 1941
 DL0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0367+STABILITY: SURFACE MOTION
 DL0367
 DL0367  HISTORY     - Date     Condition        Report By
 DL0367  HISTORY     - 1941     MONUMENTED       CGS
 DL0367  HISTORY     - 1960     GOOD             NGS
 DL0367  HISTORY     - 1964     GOOD             NGS
 DL0367
 DL0367                          STATION DESCRIPTION
 DL0367
 DL0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0367'4.0 MI NE FROM CAMDEN.
 DL0367'ABOUT 0.55 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD
 DL0367'FROM THE MISSOURI PACIFIC RAILROAD STATION AT CAMDEN, THENCE 1.0 MILE
 DL0367'NORTHEAST ALONG U.S. HIGHWAY 79 AND STATE HIGHWAYS 7 AND 4, THENCE
 DL0367'2.45 MILES NORTHEAST ALONG STATE HIGHWAY 7, 0.3 MILE NORTHEAST OF THE
 DL0367'NORTHEAST END OF A LONG TRESTLE, 0.2 MILE NORTHEAST OF THE STATION
 DL0367'SIGN AT KENT, 43 FEET WEST-NORTHWEST OF THE CENTER OF THE
 DL0367'WEST-NORTHWEST RAIL OF THE TRACK, 32 FEET EAST-SOUTHEAST OF THE CENTER
 DL0367'LINE OF THE HIGHWAY, 500 FEET EAST-NORTHEAST OF THE CENTER OF A
 DL0367'RAILROAD CROSSING, 123 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 DL0367'TRIANGULATION STATION KENT 1941, 17 FEET SOUTHWEST OF A FENCE, 4
 DL0367'INCHES WEST-NORTHWEST OF A FENCE, AND IN THE TOP OF A CONCRETE POST
 DL0367'PROJECTING 1 INCH.
 DL0367
 DL0367                          STATION RECOVERY (1964)
 DL0367
 DL0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1890 ***********************************************************************
 EJ1890  DESIGNATION -  KENTUCKY
 EJ1890  PID         -  EJ1890
 EJ1890  STATE/COUNTY-  AR/SALINE
 EJ1890  USGS QUAD   -  LAKE NORRELL (1984)
 EJ1890
 EJ1890                         *CURRENT SURVEY CONTROL
 EJ1890  ___________________________________________________________________
 EJ1890* NAD 83(1997)-  34 38 42.14788(N)    092 42 31.82545(W)     ADJUSTED  
 EJ1890* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 EJ1890  ___________________________________________________________________
 EJ1890  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 EJ1890  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ1890
 EJ1890  HORZ ORDER  -  SECOND
 EJ1890
 EJ1890.The horizontal coordinates were established by classical geodetic methods
 EJ1890.and adjusted by the National Geodetic Survey in September 1999..
 EJ1890
 EJ1890.The orthometric height was scaled from a topographic map.
 EJ1890
 EJ1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1890
 EJ1890.The geoid height was determined by GEOID03.
 EJ1890
 EJ1890;                    North         East     Units Scale Factor Converg.
 EJ1890;SPC AR S     -   619,656.487   335,015.200   MT  0.99997514   -0 23 48.2
 EJ1890;SPC AR S     - 2,032,989.66  1,099,129.04   sFT  0.99997514   -0 23 48.2
 EJ1890;UTM  15      - 3,833,719.163   526,683.059   MT  0.99960878   +0 09 55.9
 EJ1890
 EJ1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1890!SPC AR S     -   0.99997596  x   0.99997514  =   0.99995110
 EJ1890!UTM  15      -   0.99997596  x   0.99960878  =   0.99958475
 EJ1890
 EJ1890:                Primary Azimuth Mark                     Grid Az
 EJ1890:SPC AR S     -  BENTON RADIO STATION KBBA MAST           110 39 46.5
 EJ1890:UTM  15      -  BENTON RADIO STATION KBBA MAST           110 06 02.4
 EJ1890
 EJ1890|---------------------------------------------------------------------|
 EJ1890| PID    Reference Object                     Distance      Geod. Az  |
 EJ1890|                                                           dddmmss.s |
 EJ1890| EJ1886 BENTON RADIO STATION KBBA MAST      APPROX.15.4 KM 1101558.3 |
 EJ1890| EJ1881 SALEM                               APPROX.13.9 KM 1114021.0 |
 EJ1890| EJ1887 BAUXITE ALCOA ALUMINUM CO TANK      APPROX.18.2 KM 1143725.7 |
 EJ1890| EJ1882 BENTON WEST MUNICIPAL TANK          APPROX.14.0 KM 1263208.6 |
 EJ1890| EJ1880 BENTON COURTHOUSE CLOCKTOWER        APPROX.14.3 KM 1283109.6 |
 EJ1890| EJ1884 BENTON FIRST METHODIST CHURCH       APPROX.14.2 KM 1283725.8 |
 EJ1890| CY6798 KENTUCKY RM 3                                      2095421.9 |
 EJ1890| CY6796 KENTUCKY RM 1                        22.232 METERS 23755     |
 EJ1890| CY6797 KENTUCKY RM 2                        31.424 METERS 32538     |
 EJ1890|---------------------------------------------------------------------|
 EJ1890
 EJ1890                          SUPERSEDED SURVEY CONTROL
 EJ1890
 EJ1890  NAD 83(1986)-  34 38 42.15975(N)    092 42 31.81684(W) AD(       ) 2
 EJ1890  NAD 27      -  34 38 41.82868(N)    092 42 31.21903(W) AD(       ) 2
 EJ1890
 EJ1890.Superseded values are not recommended for survey control.
 EJ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1890.See file dsdata.txt to determine how the superseded data were derived.
 EJ1890
 EJ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2668333719(NAD 83)
 EJ1890_MARKER: DS = TRIANGULATION STATION DISK
 EJ1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1890
 EJ1890  HISTORY     - Date     Condition        Report By
 EJ1890  HISTORY     - 1964     MONUMENTED       CGS
 EJ1890
 EJ1890                          STATION DESCRIPTION
 EJ1890
 EJ1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1890'ABOUT 8 MILES NORTHWEST OF BENTON, 8 MILES WEST OF CONGO, NEAR
 EJ1890'THE CENTER OF THE NW 1/4 OF SEC. 15, T-1-S, R-16-W, IN KENTUCKY
 EJ1890'TOWNSHIP AND ON THE PROPERTY OF THE C.W. LEWIS LUMBER CO.  IT IS
 EJ1890'52 FEET NORTHEAST OF THE INTERSECTION OF A Y-FORK INTERSECTION,
 EJ1890'23 FEET NORTHWEST OF THE CENTERLINE OF A TRACK ROAD, 16 FEET
 EJ1890'EAST OF A 14 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 EJ1890'SOUTH SIDE AND 5 FEET EAST OF A WITNESS POST.  THE MONUMENT
 EJ1890'PROJECTS 5 INCHES AND THE DISK IS STAMPED KENTUCKY 1963.
 EJ1890'
 EJ1890'TO REACH THE STATION FROM THE JUNCTION OF INTER-STATE HIGHWAY
 EJ1890'30 AND STATE HIGHWAY 5 AT THE NORTH END OF THE OVERPASS AT
 EJ1890'THE NORTH EDGE OF BENTON, GO NORTH AND WEST ON HIGHWAY 5 FOR
 EJ1890'7.95 MILES TO THE WHITE WAY TRADING POST ON THE LEFT.
 EJ1890'CONTINUE WEST ON THE HIGHWAY FOR 0.7 MILE TO A WOODS ROAD RIGHT.
 EJ1890'TURN RIGHT CROSSING CATTLE GUARD AND GO NORTH ON WOODS ROAD
 EJ1890'FOR 0.75 MILE TO POWER LINE CROSSING.  CROSS UNDER POWER LINES
 EJ1890'AND CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.65 MILE TO A
 EJ1890'T-ROAD INTERSECTION.  TURN LEFT AND GO NORTHWEST AND NORTH
 EJ1890'FOR 1.0 MILE TO A Y-FORK INTERSECTION AND THE STATION.
 EJ1890'
 EJ1890'REFERENCE MARK 3 IS ON THE LEFT SIDE OF THE ROAD 0.1 MILE BEFORE
 EJ1890'REACHING THE STATION.
 EJ1890'
 EJ1890'REFERENCE MARK 1 IS 69 FEET SOUTHWEST OF THE WITNESS POST, 31
 EJ1890'FEET WEST OF THE INTERSECTION AND 9 FEET NORTHWEST OF AN 8 INCH
 EJ1890'OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 EJ1890'STAMPED KENTUCKY NO 1 1963.
 EJ1890'
 EJ1890'REFERENCE MARK 2 IS 99 FEET NORTHWEST OF THE WITNESS POST, 20
 EJ1890'FEET NORTHWEST OF A 36 INCH OAK TREE AND 9 FEET WEST OF THE
 EJ1890'CENTERLINE OF THE WOODS ROAD.  THE MONUMENT PROJECTS 4 INCHES AND
 EJ1890'THE DISK IS STAMPED KENTUCKY NO 2 1963.
 EJ1890'
 EJ1890'REFERENCE MARK 3 IS 12 FEET WEST OF THE CENTERLINE OF THE ROAD, 7
 EJ1890'FEET SOUTHEAST OF THE SOUTHEAST 1 OF 2 8 INCH GUM TREES AND 2
 EJ1890'FEET EAST OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 EJ1890'AND THE DISK IS STAMPED KENTUCKY NO 3 1963.
 EJ1890'
 EJ1890'NOTE--THIS STATION WAS BUILT IN 1963 BUT NOT OCCUPIED UNTIL 1964.
 EJ1890'
 EJ1890'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1752 ***********************************************************************
 FG1752  DESIGNATION -  KENWOOD RESET
 FG1752  PID         -  FG1752
 FG1752  STATE/COUNTY-  AR/CONWAY
 FG1752  USGS QUAD   -  MORRILTON WEST (1991)
 FG1752
 FG1752                         *CURRENT SURVEY CONTROL
 FG1752  ___________________________________________________________________
 FG1752* NAD 83(1997)-  35 12 02.25848(N)    092 48 48.83001(W)     ADJUSTED  
 FG1752* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 FG1752  ___________________________________________________________________
 FG1752  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 FG1752  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FG1752
 FG1752  HORZ ORDER  -  FIRST
 FG1752
 FG1752.The horizontal coordinates were established by classical geodetic methods
 FG1752.and adjusted by the National Geodetic Survey in September 1999..
 FG1752
 FG1752.The orthometric height was scaled from a topographic map.
 FG1752
 FG1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1752
 FG1752.The geoid height was determined by GEOID03.
 FG1752
 FG1752;                    North         East     Units Scale Factor Converg.
 FG1752;SPC AR N     -    96,524.922   325,916.913   MT  0.99995821   -0 28 24.3
 FG1752;SPC AR N     -   316,682.18  1,069,279.07   sFT  0.99995821   -0 28 24.3
 FG1752;UTM  15      - 3,895,308.160   516,970.984   MT  0.99960355   +0 06 26.9
 FG1752
 FG1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1752!SPC AR N     -   0.99998928  x   0.99995821  =   0.99994749
 FG1752!UTM  15      -   0.99998928  x   0.99960355  =   0.99959283
 FG1752
 FG1752|---------------------------------------------------------------------|
 FG1752| PID    Reference Object                     Distance      Geod. Az  |
 FG1752|                                                           dddmmss.s |
 FG1752| CI1800 KENWOOD RM 2                         13.323 METERS 01935     |
 FG1752| CI1799 KENWOOD RM 1                         13.431 METERS 13557     |
 FG1752| CI1801 KENWOOD RM 3                                       13607     |
 FG1752| CI1798 KENWOOD AZ MK                                      1391759.3 |
 FG1752| FG0319 P 72                                               1391806.2 |
 FG1752|---------------------------------------------------------------------|
 FG1752
 FG1752                          SUPERSEDED SURVEY CONTROL
 FG1752
 FG1752  NAD 83(1986)-  35 12 02.27380(N)    092 48 48.82448(W) AD(       ) 1
 FG1752  NAD 27      -  35 12 01.96000(N)    092 48 48.22400(W) AD(       ) 1
 FG1752
 FG1752.Superseded values are not recommended for survey control.
 FG1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1752.See file dsdata.txt to determine how the superseded data were derived.
 FG1752
 FG1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1697195308(NAD 83)
 FG1752
 FG1752  HISTORY     - Date     Condition        Report By
 FG1752  HISTORY     - 1962     MONUMENTED       CGS
 FG1752  HISTORY     - 1967     GOOD             CGS
 FG1752  HISTORY     - 1984     GOOD             NGS
 FG1752
 FG1752                          STATION DESCRIPTION
 FG1752
 FG1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1752'THE UNDERGROUND STATION MARK, REFERENCE MARK NO.2 AND THE AZIMUTH
 FG1752'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FG1752'
 FG1752'THE TOP OF THE SURFACE STATION MARK WAS BROKEN OFF, LEAVING
 FG1752'THE IMPRINT OF THE STEM OF THE DISK.  A NEW SURFACE STATION
 FG1752'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.
 FG1752'
 FG1752'REFERENCE MARK NO. 1 WAS FOUND TO BE TILTED AND WAS DESTROYED
 FG1752'BY THIS PARTY.
 FG1752'
 FG1752'THE DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED BUT THE
 FG1752'DISTANCE MISSED THE 1940 DISTANCE BY 0.019 METER.  THE DIRECTION
 FG1752'TO THE AZIMUTH MARK MISSED THE 1940 DIRECTION BY 7.5 SECONDS.
 FG1752'
 FG1752'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 FG1752'
 FG1752'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 FG1752'
 FG1752'THE STATION IS 8 MILES SOUTHEAST OF ATKINS, 5-1/4 MILES
 FG1752'NORTHWEST OF MORRILTON, ON THE NORTHEAST SIDE OF U.S.
 FG1752'HIGHWAY 64 AND ON PROPERTY OWNED BY MR. ROY CARRUTHERS.
 FG1752'
 FG1752'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FG1752'STATE HIGHWAY 95 IN MORRILTON, GO NORTHWEST ON HIGHWAY 64 FOR
 FG1752'4.7 MILES TO A SMALL AIRPORT ON THE RIGHT.  CONTINUE NORTHWEST
 FG1752'ON HIGHWAY 64 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FG1752'CONTINUE NORTHWEST ON HIGHWAY 64 FOR 0.2 MILE TO A DRIVEWAY
 FG1752'AND THE STATION ON THE RIGHT.
 FG1752'
 FG1752'THE SURFACE STATION MARK, STAMPED KENWOOD 1940 1962, IS SET
 FG1752'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 FG1752'IT IS 151.5 FEET SOUTHEAST OF THE SOUTH CORNER OF A CHURCH,
 FG1752'76 FEET WEST OF A POWER POLE, 35 FEET NORTHEAST OF THE
 FG1752'CENTER OF HIGHWAY 64 AND 20 FEET SOUTHEAST OF THE CENTER OF
 FG1752'THE DRIVEWAY.  THE UNDERGROUND DISK, STAMPED KENWOOD 1940,
 FG1752'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 FG1752'SURFACE OF THE GROUND.
 FG1752'
 FG1752'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KENWOOD NO 2
 FG1752'1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 FG1752'INCHES.  IT IS 128 FEET EAST OF THE NORTHEAST CORNER OF THE
 FG1752'CHURCH, 73 FEET NORTHEAST OF THE CENTER OF HIGHWAY 64
 FG1752'AND 17 FEET NORTH OF THE CENTER OF THE DRIVEWAY.
 FG1752'
 FG1752'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KENWOOD NO 3
 FG1752'1940 1962, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 FG1752'SURFACE OF THE GROUND.  IT IS 62 FEET SOUTHEAST OF THE CENTER
 FG1752'OF THE DRIVEWAY, 38 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 FG1752'64 AND 34.5 FEET WEST OF THE POWER POLE.
 FG1752'
 FG1752'B.M. P 72, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 FG1752'DISK STAMPED P 72 1934, IS SET IN A SQUARE CONCRETE POST
 FG1752'WHICH PROJECTS 4 INCHES.  IT IS 76.5 FEET SOUTHEAST OF THE
 FG1752'SOUTHEAST CORNER OF A HOUSE, 46 FEET NORTHEAST OF THE CENTER
 FG1752'OF HIGHWAY 64, 19 FEET EAST OF THE CENTER OF THE DRIVEWAY, 9
 FG1752'FEET NORTH OF A CORNER FENCE POST AND 1.3 FEET NORTHEAST OF A
 FG1752'METAL WITNESS POST.
 FG1752'
 FG1752'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 FG1752
 FG1752                          STATION RECOVERY (1967)
 FG1752
 FG1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1752'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FG1752'1962 DESCRIPTION BY J.K. RICHARDS IS ADEQUATE.
 FG1752
 FG1752                          STATION RECOVERY (1984)
 FG1752
 FG1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0648 ***********************************************************************
 DL0648  DESIGNATION -  KERLIN
 DL0648  PID         -  DL0648
 DL0648  STATE/COUNTY-  AR/COLUMBIA
 DL0648  USGS QUAD   -  CALHOUN (1966)
 DL0648
 DL0648                         *CURRENT SURVEY CONTROL
 DL0648  ___________________________________________________________________
 DL0648* NAD 83(1997)-  33 12 16.52441(N)    093 13 00.68749(W)     ADJUSTED  
 DL0648* NAVD 88     -       105.804  (meters)     347.13   (feet)  ADJUSTED  
 DL0648  ___________________________________________________________________
 DL0648  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DL0648  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DL0648  DYNAMIC HT  -         105.690 (meters)     346.75  (feet)  COMP
 DL0648  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 DL0648
 DL0648  HORZ ORDER  -  SECOND
 DL0648  VERT ORDER  -  SECOND    CLASS 0
 DL0648
 DL0648.The horizontal coordinates were established by classical geodetic methods
 DL0648.and adjusted by the National Geodetic Survey in September 1999..
 DL0648
 DL0648.The orthometric height was determined by differential leveling
 DL0648.and adjusted by the National Geodetic Survey in June 1991..
 DL0648
 DL0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0648
 DL0648.The geoid height was determined by GEOID03.
 DL0648
 DL0648.The dynamic height is computed by dividing the NAVD 88
 DL0648.geopotential number by the normal gravity value computed on the
 DL0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0648.degrees latitude (g = 980.6199 gals.).
 DL0648
 DL0648.The modeled gravity was interpolated from observed gravity values.
 DL0648
 DL0648;                    North         East     Units Scale Factor Converg.
 DL0648;SPC AR S     -   460,338.041   286,544.042   MT  1.00002252   -0 40 51.8
 DL0648;SPC AR S     - 1,510,292.39    940,103.24   sFT  1.00002252   -0 40 51.8
 DL0648;UTM  15      - 3,673,989.142   479,788.927   MT  0.99960504   -0 07 07.5
 DL0648
 DL0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0648!SPC AR S     -   0.99998753  x   1.00002252  =   1.00001005
 DL0648!UTM  15      -   0.99998753  x   0.99960504  =   0.99959257
 DL0648
 DL0648|---------------------------------------------------------------------|
 DL0648| PID    Reference Object                     Distance      Geod. Az  |
 DL0648|                                                           dddmmss.s |
 DL0648| DL0649 KERLIN RM 1                          23.840 METERS 19706     |
 DL0648| DL0647 KERLIN RM 2                          17.817 METERS 29336     |
 DL0648| DL0646 KERLIN AZ MK                                       3401449.0 |
 DL0648|---------------------------------------------------------------------|
 DL0648
 DL0648                          SUPERSEDED SURVEY CONTROL
 DL0648
 DL0648  NAD 83(1997)-  33 12 16.53318(N)    093 13 00.67862(W) AD(       ) 2
 DL0648  NAD 83(1986)-  33 12 16.53546(N)    093 13 00.67741(W) AD(       ) 2
 DL0648  NAD 27      -  33 12 16.06500(N)    093 13 00.07900(W) AD(       ) 2
 DL0648  NGVD 29 (??/??/92)  105.849  (m)          347.27   (f) ADJ UNCH    2 0
 DL0648
 DL0648.Superseded values are not recommended for survey control.
 DL0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0648.See file dsdata.txt to determine how the superseded data were derived.
 DL0648
 DL0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7978973989(NAD 83)
 DL0648_MARKER: DS = TRIANGULATION STATION DISK
 DL0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0648_STAMPING: KERLIN 1950
 DL0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0648+STABILITY: SURFACE MOTION
 DL0648
 DL0648  HISTORY     - Date     Condition        Report By
 DL0648  HISTORY     - 1950     MONUMENTED       CGS
 DL0648  HISTORY     - 1960     GOOD             NGS
 DL0648  HISTORY     - 1963     GOOD             CGS
 DL0648  HISTORY     - 1963     GOOD             NGS
 DL0648
 DL0648                          STATION DESCRIPTION
 DL0648
 DL0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL0648'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF EMERSON, ABOUT
 DL0648'5 MILES SOUTH OF MAGNOLIA AND IS ON LAND OWNED BY MR. L.A.
 DL0648'LONGINO.  IT IS SITUATED 85 FEET EAST FROM THE CENTER OF U.S.
 DL0648'HIGHWAY 79 AND 45 FEET EAST OF A POWER LINE POLE.  IT IS
 DL0648'STAMPED KERLINE 1950 AND PROJECTS 4 INCHES ABOVE THE SURFACE
 DL0648'OF THE GROUND.
 DL0648'
 DL0648'REFERENCE MARK NO. 1 IS SET IN THE FENCE LINE, 40 FEET EAST
 DL0648'FROM THE CENTER OF THE HIGHWAY, AND IS ONE FOOT LOWER THAN
 DL0648'THE STATION.  IT IS STAMPED KERLIN NO 1 1950 AND PROJECTS
 DL0648'3 INCHES.
 DL0648'
 DL0648'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE, 40 FEET EAST
 DL0648'FROM THE CENTER OF THE HIGHWAY, AND IS 18 INCHES SOUTH OF A
 DL0648'WITNESS POST.  IT IS STAMPED KERLIN NO 2 1950 AND PROJECTS
 DL0648'3 INCHES.
 DL0648'
 DL0648'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DL0648'NO. 2 IS 102.76 FEET.
 DL0648'
 DL0648'THE AZIMUTH MARK IS LOCATED BELOW A TELEPHONE LINE, 44 FEET
 DL0648'WEST FROM THE CENTER OF THE HIGHWAY AND 5 FEET NORTHWEST
 DL0648'OF A WITNESS POST.  IT IS STAMPED KERLIN 1950 AND PROJECTS
 DL0648'1 INCH ABOVE THE SURFACE OF THE GROUND.
 DL0648'
 DL0648'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT INTERSECTION
 DL0648'OF U.S. HIGHWAYS 79 AND 82, ONE BLOCK EAST OF THE COURTHOUSE
 DL0648'IN MAGNOLIA, GO SOUTHERLY ON U.S. HIGHWAY 79 FOR 3.2 MILES
 DL0648'TO A NEGRO SCHOOL ON THE LEFT, CONTINUE SOUTH ON THE HIGHWAY
 DL0648'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DL0648'THENCE CONTINUE SOUTH FOR 0.5 MILE TO THE TOP OF A RISE AND
 DL0648'THE STATION ON THE LEFT AS DESCRIBED.
 DL0648'
 DL0648'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL0648
 DL0648                          STATION RECOVERY (1960)
 DL0648
 DL0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0648'6.3 MI SE FROM MAGNOLIA.
 DL0648'4.15 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM THE
 DL0648'STATION AT MAGNOLIA, THENCE 0.8 MILE NORTH ALONG A GRADED DIRT ROAD,
 DL0648'THENCE 1.35 MILES SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 79, ON THE CREST
 DL0648'OF A HILL, ALSO 4.55 MILES SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 79 FROM
 DL0648'THE POST OFFICE AT MAGNOLIA, IN SECTION 6, T 18 S, R 20 W, 84 1/2 FEET
 DL0648'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 44 FEET EAST OF A
 DL0648'POWER POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE
 DL0648'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0648
 DL0648                          STATION RECOVERY (1963)
 DL0648
 DL0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL0648'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL0648'CONDITION.
 DL0648'
 DL0648'THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE FOR RECOVERY.
 DL0648
 DL0648                          STATION RECOVERY (1963)
 DL0648
 DL0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0646 ***********************************************************************
 DL0646  DESIGNATION -  KERLIN AZ MK
 DL0646  PID         -  DL0646
 DL0646  STATE/COUNTY-  AR/COLUMBIA
 DL0646  USGS QUAD   -  CALHOUN (1966)
 DL0646
 DL0646                         *CURRENT SURVEY CONTROL
 DL0646  ___________________________________________________________________
 DL0646* NAD 83(1986)-  33 12 41.     (N)    093 13 12.     (W)     SCALED    
 DL0646* NAVD 88     -        98.909  (meters)     324.50   (feet)  ADJUSTED  
 DL0646  ___________________________________________________________________
 DL0646  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL0646  DYNAMIC HT  -          98.802 (meters)     324.15  (feet)  COMP
 DL0646  MODELED GRAV-     979,557.4   (mgal)                       NAVD 88
 DL0646
 DL0646  VERT ORDER  -  SECOND    CLASS 0
 DL0646
 DL0646.The horizontal coordinates were scaled from a topographic map and have
 DL0646.an estimated accuracy of +/- 6 seconds.
 DL0646
 DL0646.The orthometric height was determined by differential leveling
 DL0646.and adjusted by the National Geodetic Survey in June 1991..
 DL0646
 DL0646.The geoid height was determined by GEOID03.
 DL0646
 DL0646.The dynamic height is computed by dividing the NAVD 88
 DL0646.geopotential number by the normal gravity value computed on the
 DL0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0646.degrees latitude (g = 980.6199 gals.).
 DL0646
 DL0646.The modeled gravity was interpolated from observed gravity values.
 DL0646
 DL0646;                    North         East    Units  Estimated Accuracy
 DL0646;SPC AR S     -   461,100.      286,260.      MT  (+/- 180 meters Scaled)
 DL0646
 DL0646                          SUPERSEDED SURVEY CONTROL
 DL0646
 DL0646  NGVD 29 (??/??/92)   98.954  (m)          324.65   (f) ADJ UNCH    2 0
 DL0646
 DL0646.Superseded values are not recommended for survey control.
 DL0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0646.See file dsdata.txt to determine how the superseded data were derived.
 DL0646
 DL0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS794747(NAD 83)
 DL0646_MARKER: DZ = AZIMUTH MARK DISK
 DL0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0646_STAMPING: KERLIN 1950
 DL0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0646+STABILITY: SURFACE MOTION
 DL0646
 DL0646  HISTORY     - Date     Condition        Report By
 DL0646  HISTORY     - 1950     MONUMENTED       CGS
 DL0646  HISTORY     - 1960     GOOD             NGS
 DL0646  HISTORY     - 1963     GOOD             NGS
 DL0646
 DL0646                          STATION DESCRIPTION
 DL0646
 DL0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0646'5.75 MI SE FROM MAGNOLIA.
 DL0646'ABOUT 4.15 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0646'FROM THE STATION AT MAGNOLIA, THENCE 0.8 MILE NORTH ALONG A GRADED
 DL0646'DIRT ROAD, THENCE 0.8 MILE SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 79, 0.1
 DL0646'MILE SOUTH-SOUTHEAST OF A CULVERT, IN SECTION 31, T 17 S, R 20 W, 44
 DL0646'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 184 FEET SOUTH OF
 DL0646'AND ACROSS THE HIGHWAY FROM A POWER POLE, 147 FEET WEST-NORTHWEST OF
 DL0646'AND ACROSS THE HIGHWAY FROM A 15-INCH PECAN TREE, 30 FEET SOUTHEAST OF
 DL0646'A CONCRETE HIGHWAY MARKER, 1.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 DL0646'ABOUT 2 FEET ABOVE THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 DL0646'PROJECTING 2 INCHES.
 DL0646
 DL0646                          STATION RECOVERY (1963)
 DL0646
 DL0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0649 ***********************************************************************
 DL0649  DESIGNATION -  KERLIN RM 1
 DL0649  PID         -  DL0649
 DL0649  STATE/COUNTY-  AR/COLUMBIA
 DL0649  USGS QUAD   -  CALHOUN (1966)
 DL0649
 DL0649                         *CURRENT SURVEY CONTROL
 DL0649  ___________________________________________________________________
 DL0649* NAD 83(1986)-  33 12 16.     (N)    093 13 01.     (W)     SCALED    
 DL0649* NAVD 88     -       105.554  (meters)     346.31   (feet)  ADJUSTED  
 DL0649  ___________________________________________________________________
 DL0649  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DL0649  DYNAMIC HT  -         105.440 (meters)     345.93  (feet)  COMP
 DL0649  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 DL0649
 DL0649  VERT ORDER  -  SECOND    CLASS 0
 DL0649
 DL0649.The horizontal coordinates were scaled from a topographic map and have
 DL0649.an estimated accuracy of +/- 6 seconds.
 DL0649
 DL0649.The orthometric height was determined by differential leveling
 DL0649.and adjusted by the National Geodetic Survey in June 1991..
 DL0649
 DL0649.The geoid height was determined by GEOID03.
 DL0649
 DL0649.The dynamic height is computed by dividing the NAVD 88
 DL0649.geopotential number by the normal gravity value computed on the
 DL0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0649.degrees latitude (g = 980.6199 gals.).
 DL0649
 DL0649.The modeled gravity was interpolated from observed gravity values.
 DL0649
 DL0649;                    North         East    Units  Estimated Accuracy
 DL0649;SPC AR S     -   460,320.      286,540.      MT  (+/- 180 meters Scaled)
 DL0649
 DL0649                          SUPERSEDED SURVEY CONTROL
 DL0649
 DL0649  NGVD 29 (??/??/92)  105.599  (m)          346.45   (f) ADJ UNCH    2 0
 DL0649
 DL0649.Superseded values are not recommended for survey control.
 DL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0649.See file dsdata.txt to determine how the superseded data were derived.
 DL0649
 DL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS797739(NAD 83)
 DL0649_MARKER: DR = REFERENCE MARK DISK
 DL0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0649_STAMPING: KERLIN NO 1 1950
 DL0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0649+STABILITY: SURFACE MOTION
 DL0649
 DL0649  HISTORY     - Date     Condition        Report By
 DL0649  HISTORY     - 1950     MONUMENTED       CGS
 DL0649  HISTORY     - 1960     GOOD             NGS
 DL0649  HISTORY     - 1963     GOOD             NGS
 DL0649
 DL0649                          STATION DESCRIPTION
 DL0649
 DL0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0649'6.3 MI SE FROM MAGNOLIA.
 DL0649'78 FEET SOUTH OF THE TRIANGULATION STATION, 41 FEET EAST-NORTHEAST OF
 DL0649'THE CENTERLINE OF THE HIGHWAY, 61-1/2 FEET SOUTH-SOUTHEAST OF A POWER
 DL0649'POLE, ABOUT 6 FEET ABOVE THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 DL0649'POST PROJECTING 15 INCHES.
 DL0649
 DL0649                          STATION RECOVERY (1963)
 DL0649
 DL0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0647 ***********************************************************************
 DL0647  DESIGNATION -  KERLIN RM 2
 DL0647  PID         -  DL0647
 DL0647  STATE/COUNTY-  AR/COLUMBIA
 DL0647  USGS QUAD   -  CALHOUN (1966)
 DL0647
 DL0647                         *CURRENT SURVEY CONTROL
 DL0647  ___________________________________________________________________
 DL0647* NAD 83(1986)-  33 12 16.     (N)    093 13 01.     (W)     SCALED    
 DL0647* NAVD 88     -       106.156  (meters)     348.28   (feet)  ADJUSTED  
 DL0647  ___________________________________________________________________
 DL0647  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DL0647  DYNAMIC HT  -         106.042 (meters)     347.91  (feet)  COMP
 DL0647  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 DL0647
 DL0647  VERT ORDER  -  SECOND    CLASS 0
 DL0647
 DL0647.The horizontal coordinates were scaled from a topographic map and have
 DL0647.an estimated accuracy of +/- 6 seconds.
 DL0647
 DL0647.The orthometric height was determined by differential leveling
 DL0647.and adjusted by the National Geodetic Survey in June 1991..
 DL0647
 DL0647.The geoid height was determined by GEOID03.
 DL0647
 DL0647.The dynamic height is computed by dividing the NAVD 88
 DL0647.geopotential number by the normal gravity value computed on the
 DL0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0647.degrees latitude (g = 980.6199 gals.).
 DL0647
 DL0647.The modeled gravity was interpolated from observed gravity values.
 DL0647
 DL0647;                    North         East    Units  Estimated Accuracy
 DL0647;SPC AR S     -   460,320.      286,540.      MT  (+/- 180 meters Scaled)
 DL0647
 DL0647                          SUPERSEDED SURVEY CONTROL
 DL0647
 DL0647  NGVD 29 (??/??/92)  106.202  (m)          348.43   (f) ADJ UNCH    2 0
 DL0647
 DL0647.Superseded values are not recommended for survey control.
 DL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0647.See file dsdata.txt to determine how the superseded data were derived.
 DL0647
 DL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS797739(NAD 83)
 DL0647_MARKER: DR = REFERENCE MARK DISK
 DL0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0647_STAMPING: KERLIN NO 2 1950
 DL0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0647+STABILITY: SURFACE MOTION
 DL0647
 DL0647  HISTORY     - Date     Condition        Report By
 DL0647  HISTORY     - 1950     MONUMENTED       CGS
 DL0647  HISTORY     - 1960     GOOD             NGS
 DL0647  HISTORY     - 1963     GOOD             NGS
 DL0647
 DL0647                          STATION DESCRIPTION
 DL0647
 DL0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0647'6.3 MI SE FROM MAGNOLIA.
 DL0647'58.4 FEET WEST-NORTHWEST OF THE TRIANGULATION STATION, 40-1/2 FEET
 DL0647'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET
 DL0647'SOUTH-SOUTHEAST OF A WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 DL0647'POST PROJECTING 4 INCHES.
 DL0647
 DL0647                          STATION RECOVERY (1963)
 DL0647
 DL0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0307 ***********************************************************************
 EJ0307  DESIGNATION -  KERN
 EJ0307  PID         -  EJ0307
 EJ0307  STATE/COUNTY-  AR/PULASKI
 EJ0307  USGS QUAD   -  MC ALMONT (1986)
 EJ0307
 EJ0307                         *CURRENT SURVEY CONTROL
 EJ0307  ___________________________________________________________________
 EJ0307* NAD 83(1986)-  34 48 49.     (N)    092 10 31.     (W)     SCALED    
 EJ0307* NAVD 88     -        77.86   (+/-2cm)     255.4    (feet)  VERTCON   
 EJ0307  ___________________________________________________________________
 EJ0307  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EJ0307
 EJ0307  VERT ORDER  -  ? (See Below)
 EJ0307
 EJ0307.The horizontal coordinates were scaled from a topographic map and have
 EJ0307.an estimated accuracy of +/- 6 seconds.
 EJ0307
 EJ0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0307.The vertical order pertains to the NGVD 29 superseded value.
 EJ0307
 EJ0307.The geoid height was determined by GEOID03.
 EJ0307
 EJ0307;                    North         East    Units  Estimated Accuracy
 EJ0307;SPC AR S     -   638,150.      383,960.      MT  (+/- 180 meters Scaled)
 EJ0307
 EJ0307                          SUPERSEDED SURVEY CONTROL
 EJ0307
 EJ0307  NGVD 29 (??/??/92)   77.900  (m)          255.58   (f) ADJ UNCH    ?  
 EJ0307
 EJ0307.Superseded values are not recommended for survey control.
 EJ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0307.See file dsdata.txt to determine how the superseded data were derived.
 EJ0307
 EJ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU754526(NAD 83)
 EJ0307_MARKER: DD = SURVEY DISK
 EJ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0307_STAMPING: KERN 1937
 EJ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0307+STABILITY: SURFACE MOTION
 EJ0307
 EJ0307  HISTORY     - Date     Condition        Report By
 EJ0307  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0307  HISTORY     - 1955     GOOD             NGS
 EJ0307
 EJ0307                          STATION DESCRIPTION
 EJ0307
 EJ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0307'5.3 MI SW FROM JACKSONVILLE.
 EJ0307'5.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0307'STATION AT JACKSONVILLE, ABOUT 840 FEET NORTHEAST OF THE U.S. HIGHWAY
 EJ0307'67 UNDERPASS, 76 FEET SOUTHWEST OF POLE 337+15, 74 FEET NORTHEAST OF A
 EJ0307'DIRT-ROAD CROSSING, AND 20 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 EJ0307'NORTHWEST TRACK.  A STATE SURVEY STANDARD DISK, STAMPED KERN 1937 AND
 EJ0307'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1600 ***********************************************************************
 EJ1600  DESIGNATION -  KERR
 EJ1600  PID         -  EJ1600
 EJ1600  STATE/COUNTY-  AR/LONOKE
 EJ1600  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1600
 EJ1600                         *CURRENT SURVEY CONTROL
 EJ1600  ___________________________________________________________________
 EJ1600* NAD 83(1997)-  34 47 09.12368(N)    092 04 30.56403(W)     ADJUSTED  
 EJ1600* NAVD 88     -        74.882  (meters)     245.68   (feet)  POSTED    
 EJ1600  ___________________________________________________________________
 EJ1600  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 EJ1600  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ1600  DYNAMIC HT  -          74.810 (meters)     245.44  (feet)  COMP
 EJ1600  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 EJ1600
 EJ1600  HORZ ORDER  -  FIRST
 EJ1600  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ1600
 EJ1600.The horizontal coordinates were established by classical geodetic methods
 EJ1600.and adjusted by the National Geodetic Survey in September 1999..
 EJ1600
 EJ1600.The orthometric height was determined by differential leveling
 EJ1600.and adjusted by the National Geodetic Survey in 1992..
 EJ1600.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ1600.rate of 0.0 thru 1.0 mm/km.
 EJ1600
 EJ1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1600
 EJ1600.The geoid height was determined by GEOID03.
 EJ1600
 EJ1600.The dynamic height is computed by dividing the NAVD 88
 EJ1600.geopotential number by the normal gravity value computed on the
 EJ1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1600.degrees latitude (g = 980.6199 gals.).
 EJ1600
 EJ1600.The modeled gravity was interpolated from observed gravity values.
 EJ1600
 EJ1600;                    North         East     Units Scale Factor Converg.
 EJ1600;SPC AR S     -   635,056.510   393,121.230   MT  1.00000434   -0 02 31.4
 EJ1600;SPC AR S     - 2,083,514.57  1,289,765.24   sFT  1.00000434   -0 02 31.4
 EJ1600;UTM  15      - 3,849,686.647   584,614.041   MT  0.99968824   +0 31 39.6
 EJ1600
 EJ1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1600!SPC AR S     -   0.99999244  x   1.00000434  =   0.99999678
 EJ1600!UTM  15      -   0.99999244  x   0.99968824  =   0.99968068
 EJ1600
 EJ1600:                Primary Azimuth Mark                     Grid Az
 EJ1600:SPC AR S     -  METO                                     090 41 25.2
 EJ1600:UTM  15      -  METO                                     090 07 14.2
 EJ1600
 EJ1600|---------------------------------------------------------------------|
 EJ1600| PID    Reference Object                     Distance      Geod. Az  |
 EJ1600|                                                           dddmmss.s |
 EJ1600| EJ1570 METO                                APPROX. 6.7 KM 0903853.8 |
 EJ1600|---------------------------------------------------------------------|
 EJ1600
 EJ1600                          SUPERSEDED SURVEY CONTROL
 EJ1600
 EJ1600  NAD 83(1986)-  34 47 09.13136(N)    092 04 30.55430(W) AD(       ) 1
 EJ1600  NAD 27      -  34 47 08.80600(N)    092 04 30.03700(W) AD(       ) 1
 EJ1600  NGVD 29 (??/??/92)   74.921  (m)          245.80   (f) ADJ UNCH    1 2
 EJ1600
 EJ1600.Superseded values are not recommended for survey control.
 EJ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1600.See file dsdata.txt to determine how the superseded data were derived.
 EJ1600
 EJ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8461449687(NAD 83)
 EJ1600_MARKER: DS = TRIANGULATION STATION DISK
 EJ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1600_STAMPING: KERR 1916 1920
 EJ1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1600+STABILITY: SURFACE MOTION
 EJ1600
 EJ1600  HISTORY     - Date     Condition        Report By
 EJ1600  HISTORY     - 1916     MONUMENTED       CGS
 EJ1600  HISTORY     - 1935     GOOD             CGS
 EJ1600  HISTORY     - 1954     MARK NOT FOUND   CGS
 EJ1600  HISTORY     - 1956     SEE DESCRIPTION  CGS
 EJ1600  HISTORY     - 1967     GOOD             CGS
 EJ1600  HISTORY     - 1967     GOOD             NGS
 EJ1600
 EJ1600                          STATION DESCRIPTION
 EJ1600
 EJ1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EJ1600'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EJ1600'RAILWAY, AT FIRST CURVE ABOUT 0.9 MILE W OF KERR RAILWAY
 EJ1600'STATION, AT INTERSECTION OF TANGENTS TO CURVE OF S RAIL
 EJ1600'OF TRACK, 2.45 METERS (8.0 FEET) N OF N RAIL, AND ABOUT
 EJ1600'200 METERS (656 FEET) E OF MILE BOARD.  SURFACE AND UNDERGROUND
 EJ1600'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 EJ1600'IN 1920 MARK WAS STAMPED WITH NAME AND DATES
 EJ1600'1916-1920.  ELEVATION OF STATION IS 74.936 METERS (245.853
 EJ1600'FEET).
 EJ1600
 EJ1600                          STATION RECOVERY (1935)
 EJ1600
 EJ1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EJ1600'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS
 EJ1600'78.72 FEET FROM 16TH TELEGRAPH POLE W OF MILEPOST 121.  STATION
 EJ1600'AT GROUND SURFACE.  NO REFERENCE IN 1916.
 EJ1600'
 EJ1600'REFERENCE MARK NO. 1 NEWLY ESTABLISHED STAMPED KERR R.M. NO. 1
 EJ1600'1935 A STANDARD C AND G S TABLET SET IN A 14- BY 14- BY
 EJ1600'30-INCH CONCRETE PIER ON N FENCE LINE 25 FEET NE OF 17TH
 EJ1600'TELEGRAPH POLE W OF MILEPOST 121.  DISTANCE FROM STATION
 EJ1600'25.10 METERS (82.39 FEET), N 66 DEG 51 MIN 35.8 SEC W.
 EJ1600'
 EJ1600'REFERENCE MARK NO. 2 NEWLY ESTABLISHED, STAMPED R.M. NO. 2
 EJ1600'1935 A STANDARD C AND G S TABLET SET IN A 14- BY 14- BY
 EJ1600'30-INCH CONCRETE PIER ON N FENCE LINE 54.508 FEET W OF 16TH
 EJ1600'TELEGRAPH POLE W OF MILEPOST 121, 4 FEET S OF N FENCE LINE.
 EJ1600'DISTANCE FROM STATION, 12.57 METERS (41.30 FEET),
 EJ1600'N 22 DEG 31 MIN 41.2 SEC E.
 EJ1600'
 EJ1600'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 27.985 METERS
 EJ1600'(91.72 FEET), S 86 DEG 25 MIN 30 SEC W.
 EJ1600
 EJ1600                          STATION RECOVERY (1954)
 EJ1600
 EJ1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EJ1600'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT MAY BE COVERED
 EJ1600'WITH SEVERAL FT. OF CRUSHED-ROCK BALLAST.
 EJ1600'
 EJ1600'REFERENCE MARK 1 IS 1.0 MI. W ALONG THE CHICAGO, ROCK ISLAND
 EJ1600'AND PACIFIC RAILROAD FROM THE OVERTON GENERAL STORE AT KERR,
 EJ1600'0.15 MI. W OF A PRIVATE-ROAD CROSSING, 45.5 FT. N OF THE
 EJ1600'N RAIL, 10 FT. NE OF A TELEPHONE POLE, AND 1.5 FT. S OF
 EJ1600'A FENCE.  A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 EJ1600'POST, WHICH IS FLUSH WITH THE GROUND, AND STAMPED RM 1 KERR
 EJ1600'1916 1920.
 EJ1600'
 EJ1600'REFERENCE MARK 2 IS 91.8 FT. E OF REFERENCE MARK 1, 45.2
 EJ1600'FT. N OF THE N RAIL, 51 FT. W OF A LONE 8-IN. MAPLE TREE,
 EJ1600'3 FT. S OF A FENCE, AND 1 FT. N OF A WITNESS POST.  A
 EJ1600'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1
 EJ1600'FT.  BELOW THE TOP OF THE GROUND, AND STAMPED RM KERR
 EJ1600'1916 1920.
 EJ1600
 EJ1600                          STATION RECOVERY (1956)
 EJ1600
 EJ1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CWE)
 EJ1600'STATION LOCATED APPROXIMATELY 24 INCHES UNDER MIXED ROCK
 EJ1600'AND SOIL FILL.  R.M. 1 RECOVERED AS DESCRIBED.  NO ATTEMPT
 EJ1600'WAS MADE TO LOCATE R.M. 2.
 EJ1600
 EJ1600                          STATION RECOVERY (1967)
 EJ1600
 EJ1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ1600'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EJ1600'CONDITION.  THE STATION IS 10 MILES WEST ALONG THE CHICAGO, ROCK
 EJ1600'ISLAND AND PACIFIC RAILROAD FROM THE STATION IN LONOKE, 0.9 MILE
 EJ1600'WEST OF KERR.
 EJ1600'
 EJ1600'STATION MARK IS A STANDARD DISK, STAMPED KERR 1916 1920 SET IN THE
 EJ1600'TOP OF A 12 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE GROUND
 EJ1600'SURFACE.  IT IS 8.5 FEET NORTH OF RAIL, 40 FEET SOUTH OF A FENCE,
 EJ1600'82.4 FEET SOUTHEAST OF REFERENCE MARK 2, 41.3 FEET SOUTHWEST OF
 EJ1600'REFERENCE MARK 1.
 EJ1600'
 EJ1600'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KERR RM 1 1916 1920, SET
 EJ1600'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 EJ1600'GROUND.  IT IS 45.5 FEET NORTH OF THE NORTH RAIL, 10 FEET NORTHEAST
 EJ1600'OF A TELEPHONE LINE POLE AND 2 FEET SOUTH OF A FENCE.
 EJ1600'
 EJ1600'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KERR RM 1916 1920, SET
 EJ1600'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 EJ1600'GROUND.  IT IS 91.8 FEET EAST OF REFERENCE MARK 1, 51 FEET WEST OF
 EJ1600'A 14 INCH MAPLE TREE, 3 FEET SOUTH OF A FENCE 45 FEET NORTH RAIL
 EJ1600'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EJ1600'
 EJ1600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES WEST OF
 EJ1600'LONOKE.
 EJ1600
 EJ1600                          STATION RECOVERY (1967)
 EJ1600
 EJ1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EJ1600'10 MI W FROM LONOKE.
 EJ1600'IT IS 10 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ1600'RAILROAD FROM THE STATION IN LONOKE, 0.9 MILE WEST OF KERR, 8.5 FEET
 EJ1600'NORTH OF THE NORTH RAIL, 40 FEET SOUTH OF A FENCE, 82.4 FEET SOUTHEAST
 EJ1600'OF REFERENCE MARK 2, 41.3 FEET SOUTHWEST OF REFERENCE MARK 1 AND SET
 EJ1600'IN THE TOP OF A SQUARE CONCRETE POST 18 INCHES BELOW THE GROUND
 EJ1600'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1569 ***********************************************************************
 EJ1569  DESIGNATION -  KERR RM 1
 EJ1569  PID         -  EJ1569
 EJ1569  STATE/COUNTY-  AR/LONOKE
 EJ1569  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1569
 EJ1569                         *CURRENT SURVEY CONTROL
 EJ1569  ___________________________________________________________________
 EJ1569* NAD 83(1986)-  34 47 08.     (N)    092 04 31.     (W)     SCALED    
 EJ1569* NAVD 88     -        74.338  (meters)     243.89   (feet)  ADJUSTED  
 EJ1569  ___________________________________________________________________
 EJ1569  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ1569  DYNAMIC HT  -          74.269 (meters)     243.66  (feet)  COMP
 EJ1569  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 EJ1569
 EJ1569  VERT ORDER  -  FIRST     CLASS II
 EJ1569
 EJ1569.The horizontal coordinates were scaled from a topographic map and have
 EJ1569.an estimated accuracy of +/- 6 seconds.
 EJ1569
 EJ1569.The orthometric height was determined by differential leveling
 EJ1569.and adjusted by the National Geodetic Survey in June 1991..
 EJ1569
 EJ1569.The geoid height was determined by GEOID03.
 EJ1569
 EJ1569.The dynamic height is computed by dividing the NAVD 88
 EJ1569.geopotential number by the normal gravity value computed on the
 EJ1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1569.degrees latitude (g = 980.6199 gals.).
 EJ1569
 EJ1569.The modeled gravity was interpolated from observed gravity values.
 EJ1569
 EJ1569;                    North         East    Units  Estimated Accuracy
 EJ1569;SPC AR S     -   635,020.      393,110.      MT  (+/- 180 meters Scaled)
 EJ1569
 EJ1569                          SUPERSEDED SURVEY CONTROL
 EJ1569
 EJ1569  NGVD 29 (??/??/92)   74.368  (m)          243.99   (f) ADJ UNCH    1 2
 EJ1569
 EJ1569.Superseded values are not recommended for survey control.
 EJ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1569.See file dsdata.txt to determine how the superseded data were derived.
 EJ1569
 EJ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU846496(NAD 83)
 EJ1569_MARKER: DR = REFERENCE MARK DISK
 EJ1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1569_STAMPING: KERR RM 1 1916 1920
 EJ1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1569+STABILITY: SURFACE MOTION
 EJ1569
 EJ1569  HISTORY     - Date     Condition        Report By
 EJ1569  HISTORY     - 1920     MONUMENTED       CGS
 EJ1569  HISTORY     - 1967     GOOD             NGS
 EJ1569
 EJ1569                          STATION DESCRIPTION
 EJ1569
 EJ1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ1569'0.9 MI W FROM KERR.
 EJ1569'IT IS 0.9 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ1569'RAILROAD FROM KERR, 45.5 FEET NORTH OF THE NORTH RAIL, 10 FEET
 EJ1569'NORTHEAST OF A TELEPHONE LINE POLE, 2 FEET SOUTH OF A FENCE AND SET IN
 EJ1569'THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1575 ***********************************************************************
 EJ1575  DESIGNATION -  KERR RM 2
 EJ1575  PID         -  EJ1575
 EJ1575  STATE/COUNTY-  AR/LONOKE
 EJ1575  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1575
 EJ1575                         *CURRENT SURVEY CONTROL
 EJ1575  ___________________________________________________________________
 EJ1575* NAD 83(1986)-  34 47 08.     (N)    092 04 30.     (W)     SCALED    
 EJ1575* NAVD 88     -        74.276  (meters)     243.69   (feet)  ADJUSTED  
 EJ1575  ___________________________________________________________________
 EJ1575  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ1575  DYNAMIC HT  -          74.207 (meters)     243.46  (feet)  COMP
 EJ1575  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 EJ1575
 EJ1575  VERT ORDER  -  FIRST     CLASS II
 EJ1575
 EJ1575.The horizontal coordinates were scaled from a topographic map and have
 EJ1575.an estimated accuracy of +/- 6 seconds.
 EJ1575
 EJ1575.The orthometric height was determined by differential leveling
 EJ1575.and adjusted by the National Geodetic Survey in June 1991..
 EJ1575
 EJ1575.The geoid height was determined by GEOID03.
 EJ1575
 EJ1575.The dynamic height is computed by dividing the NAVD 88
 EJ1575.geopotential number by the normal gravity value computed on the
 EJ1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1575.degrees latitude (g = 980.6199 gals.).
 EJ1575
 EJ1575.The modeled gravity was interpolated from observed gravity values.
 EJ1575
 EJ1575;                    North         East    Units  Estimated Accuracy
 EJ1575;SPC AR S     -   635,020.      393,140.      MT  (+/- 180 meters Scaled)
 EJ1575
 EJ1575                          SUPERSEDED SURVEY CONTROL
 EJ1575
 EJ1575  NGVD 29 (??/??/92)   74.307  (m)          243.79   (f) ADJ UNCH    1 2
 EJ1575
 EJ1575.Superseded values are not recommended for survey control.
 EJ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1575.See file dsdata.txt to determine how the superseded data were derived.
 EJ1575
 EJ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU846496(NAD 83)
 EJ1575_MARKER: DR = REFERENCE MARK DISK
 EJ1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1575_STAMPING: R M KERR 1916 1920
 EJ1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1575+STABILITY: SURFACE MOTION
 EJ1575
 EJ1575  HISTORY     - Date     Condition        Report By
 EJ1575  HISTORY     - 1920     MONUMENTED       CGS
 EJ1575  HISTORY     - 1967     GOOD             NGS
 EJ1575
 EJ1575                          STATION DESCRIPTION
 EJ1575
 EJ1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ1575'0.9 MI W FROM KERR.
 EJ1575'IT IS 0.9 MILE WEST OF KERR, ALONG THE CHICAGO, ROCK ISLAND AND
 EJ1575'PACIFIC RAILROAD, 0.15 MILE WEST OF A PRIVATE ROAD CROSSING, 91.8 FEET
 EJ1575'EAST OF REFERENCE MARK 1, 41.3 FEET NORTHEAST OF TRIANGULATION STATION
 EJ1575'KERR, 51 FEET WEST OF A 14 INCH MAPLE TREE, 3 FEET SOUTH OF A FENCE,
 EJ1575'45 FEET NORTH OF THE NORTH RAIL, 1 FOOT NORTH OF A METAL WITNESS POST
 EJ1575'AND SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EJ1575'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0633 ***********************************************************************
 GG0633  DESIGNATION -  KESSLER
 GG0633  PID         -  GG0633
 GG0633  STATE/COUNTY-  AR/WASHINGTON
 GG0633  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0633
 GG0633                         *CURRENT SURVEY CONTROL
 GG0633  ___________________________________________________________________
 GG0633* NAD 83(1997)-  36 01 10.83178(N)    094 13 08.88750(W)     ADJUSTED  
 GG0633* NAVD 88     -       565.6    (meters)    1856.     (feet)  VERTCON   
 GG0633  ___________________________________________________________________
 GG0633  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 GG0633  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0633
 GG0633  HORZ ORDER  -  FIRST
 GG0633
 GG0633.The horizontal coordinates were established by classical geodetic methods
 GG0633.and adjusted by the National Geodetic Survey in September 1999..
 GG0633
 GG0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0633
 GG0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0633
 GG0633.The geoid height was determined by GEOID03.
 GG0633
 GG0633;                    North         East     Units Scale Factor Converg.
 GG0633;SPC AR N     -   189,342.675   199,988.267   MT  0.99996474   -1 17 28.7
 GG0633;SPC AR N     -   621,201.76    656,128.17   sFT  0.99996474   -1 17 28.7
 GG0633;UTM  15      - 3,986,818.100   390,146.944   MT  0.99974869   -0 43 01.2
 GG0633
 GG0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0633!SPC AR N     -   0.99991564  x   0.99996474  =   0.99988038
 GG0633!UTM  15      -   0.99991564  x   0.99974869  =   0.99966435
 GG0633
 GG0633:                Primary Azimuth Mark                     Grid Az
 GG0633:SPC AR N     -  SPRINGDALE RM 4                          018 37 46.6
 GG0633:UTM  15      -  SPRINGDALE RM 4                          018 03 19.1
 GG0633
 GG0633|---------------------------------------------------------------------|
 GG0633| PID    Reference Object                     Distance      Geod. Az  |
 GG0633|                                                           dddmmss.s |
 GG0633| GG0655 SPRINGDALE RM 4                     APPROX.16.8 KM 0172017.9 |
 GG0633| CI1807 KESSLER RM 1                         37.786 METERS 02546     |
 GG0633| GG0647 FAYETTEVILLE RAD STA KNWA MAST      157.775 METERS 02556     |
 GG0633| GG0644 FAYETTEVILLE W MUN TANK             APPROX. 5.7 KM 0270329.8 |
 GG0633| GG0645 VOR DAK FAYETTEVILLE                APPROX. 3.2 KM 0370217.0 |
 GG0633| GG0627 FAYETTEVILLE US VETS HOSP TANK      APPROX. 8.8 KM 0380101.0 |
 GG0633| GG0634 FAYETTEVILLE UNIV ARK N TOWER       APPROX. 6.9 KM 0380454.8 |
 GG0633| GG0636 FAYETTEVILLE UNIV ARK S TOWER       APPROX. 6.9 KM 0382253.3 |
 GG0633| GG0631 FAYETTEVILLE US VETS HOSP STK       APPROX. 8.8 KM 0384818.4 |
 GG0633| GG0626 FAYETTEVILLE CENTRAL PRESB CH       APPROX. 7.4 KM 0453006.1 |
 GG0633| GG0635 FAYETTEVILLE CENTRAL METH CH        APPROX. 7.5 KM 0461115.3 |
 GG0633| GG0629 FAYETTEVILLE FIRST PRESB CH         APPROX. 7.4 KM 0474528.2 |
 GG0633| GG0628 FAYETTEVILLE WASHINGTON CTHSE       APPROX. 7.3 KM 0491501.7 |
 GG0633| GG0625 FAYETTEVILLE MT SEQUOYAH TANK       APPROX. 8.2 KM 0523847.1 |
 GG0633| GG0637 FAYETTEVILLE COUNTRY CLUB TANK      APPROX. 5.6 KM 0821325.0 |
 GG0633| CI1805 KESSLER AZ MK                                      0840703.8 |
 GG0633| CI1808 KESSLER RM 2                         46.549 METERS 08914     |
 GG0633| GG0623 FAYETTEVILLE TV STA KGTO MAST       APPROX.12.2 KM 0912933.3 |
 GG0633| CI1806 KESSLER AZ MK 2                                    1875256.6 |
 GG0633| GG0648 FAYETTEVILLE ST FISH GAME MAST      242.806 METERS 19033     |
 GG0633| CI1809 KESSLER RM 3                         19.145 METERS 23726     |
 GG0633| FH0962 PRAIRIE GROVE MUNICIPAL TANK        APPROX.10.0 KM 2403026.9 |
 GG0633|---------------------------------------------------------------------|
 GG0633
 GG0633                          SUPERSEDED SURVEY CONTROL
 GG0633
 GG0633  NAD 83(1997)-  36 01 10.84218(N)    094 13 08.88751(W) AD(       ) 1
 GG0633  NAD 83(1986)-  36 01 10.84098(N)    094 13 08.88687(W) AD(       ) 1
 GG0633  NAD 27      -  36 01 10.55000(N)    094 13 08.14500(W) AD(       ) 1
 GG0633  NGVD 29 (07/19/86)  565.4    (m)         1855.     (f) VERT ANG       
 GG0633
 GG0633.Superseded values are not recommended for survey control.
 GG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0633.See file dsdata.txt to determine how the superseded data were derived.
 GG0633
 GG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9014786818(NAD 83)
 GG0633_MARKER: DS = TRIANGULATION STATION DISK
 GG0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0633+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 GG0633
 GG0633  HISTORY     - Date     Condition        Report By
 GG0633  HISTORY     - 1935     MONUMENTED       CGS
 GG0633  HISTORY     - 1960     GOOD             CGS
 GG0633  HISTORY     - 1963     GOOD             CGS
 GG0633  HISTORY     - 1967     GOOD             CGS
 GG0633  HISTORY     - 1971     GOOD             NGS
 GG0633  HISTORY     - 1976     GOOD             NGS
 GG0633  HISTORY     - 1979     GOOD             NGS
 GG0633  HISTORY     - 1983     GOOD             NGS
 GG0633  HISTORY     - 1987     GOOD             USPSQD
 GG0633  HISTORY     - 1988     GOOD             USPSQD
 GG0633  HISTORY     - 20040720 GOOD             ARHD
 GG0633
 GG0633                          STATION DESCRIPTION
 GG0633
 GG0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0633'STATION IS ON THE S END OF KESSLER MOUNTAIN, ABOUT 4-1/2
 GG0633'MILES SW OF FAYETTEVILLE, IN SE 1/4 SEC. 36, T 16 N, R 31 W,
 GG0633'ON LAND OWNED BY MISS S.B. TRENT, OF DALLAS, TEXAS.  THE MARK
 GG0633'IS SET 33 FEET NNW OF THE NW CORNER OF A SQUARE CONCRETE
 GG0633'PLATFORM SUPPORTING WINDMILL WITH WELL IN CENTER, ON THE N
 GG0633'SIDE OF A STONE HOUSE WITH TANK ON TOP, AND 92 FEET WNW OF
 GG0633'THE NW CORNER OF THE TRENT HOUSE.  MARK PROJECTS 4 INCHES.
 GG0633'
 GG0633'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0633'BRONZE DISKS SET IN CONCRETE.
 GG0633'
 GG0633'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 6 FEET W OF THE
 GG0633'LANE TO THE HOUSE, IN LINE WITH ROW OF TREES BORDERING LANE,
 GG0633'AND PROJECTS 10 INCHES.
 GG0633'
 GG0633'REFERENCE MARK NO. 2 IS E OF THE STATION, 84 FEET NE OF THE
 GG0633'NE CORNER OF THE HOUSE, AND PROJECTS 4 INCHES.
 GG0633'
 GG0633'AZIMUTH MARK IS ENE OF THE STATION, 5 FEET N OF THE CENTER
 GG0633'LINE LEADING TO STATION, 1 FOOT S OF THE FENCE LINE, 36 FEET
 GG0633'E OF TWIN OAKS IN THE FENCE LINE, 50 FEET E OF POINT WHERE TRAIL
 GG0633'TURNS S, AND PROJECTS 8 INCHES.
 GG0633'
 GG0633'REACHED FROM FAYETTEVILLE AT JUNCTION OF U.S. HIGHWAYS 71
 GG0633'AND 64 IN S PART OF TOWN, GO S ON U.S. HIGHWAY 71 FOR 1.15
 GG0633'MILES TO SIDE ROAD RIGHT, FIRST ROAD TO RIGHT AFTER CROSSING
 GG0633'RAILROAD TRACKS, TURN RIGHT FOR 0.85 MILE TO MAIN LINE OF
 GG0633'FRISCO LINE, CONTINUE ACROSS TRACKS FOR 0.1 MILE TO FORKS,
 GG0633'TAKE LEFT FORK FOLLOWING MAIN-TRAVELED ROAD FOR 1.9 MILES TO
 GG0633'FORKS, TAKE RIGHT FORK 50 YARDS TO TRAIL TO RIGHT MARKED
 GG0633'TRENT TRAIL, TAKE THIS TRAIL FOR 0.2 MILE, THENCE RIGHT
 GG0633'ACROSS POLE CULVERT FOR 1.1 MILES TO HOUSE AND STATION.
 GG0633'
 GG0633'ALL LIGHTS COME INTO VIEW AT 26 FEET.
 GG0633
 GG0633                          STATION RECOVERY (1960)
 GG0633
 GG0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0633'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GG0633'CONDITION.  THE STATION IS TO THE NORTHWEST OF A LARGE
 GG0633'COLONIAL-STYLE ROCK HOUSE.
 GG0633'
 GG0633'THE AZIMUTH MARK IS ABOUT 0.6 MILE BY ROAD EAST-NORTHEAST OF
 GG0633'THE STATION, ABOUT 0.1 MILE NORTHEAST OF AN OLD HOUSE, ABOUT
 GG0633'75 FEET WEST OF A POINT WHERE THE MAIN ROAD TURNS FROM WEST
 GG0633'TO SOUTHWEST, ABOUT 54 FEET NORTH OF THE CENTERLINE OF THE
 GG0633'MAIN ROAD, ABOUT 50 FEET NORTHWEST OF A POLE, ABOUT 36 FEET EAST
 GG0633'OF TWIN-OAKS IN FENCE LINE AND 1 FOOT SOUTH OF A FENCE LINE.
 GG0633'
 GG0633'TO REACH THE STATION FROM FAYETTEVILLE, FROM THE JUNCTION OF
 GG0633'U.S. HIGHWAYS 71 AND 64 IN THE SOUTH PART OF TOWN, GO SOUTH
 GG0633'ON U.S. 71 FOR 1.15 MILES TO A SIDE ROAD RIGHT, TURN
 GG0633'RIGHT AND GO WEST FOR 0.85 MILE TO A RAILROAD CROSSING,
 GG0633'CONTINUE FOR 0.1 MILE TO FORKS, TAKE LEFT FORK AND CONTINUE
 GG0633'FOR 1.9 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 GG0633'MAIN ROAD WESTERLY FOR 1.2 MILES TO STATION ON LEFT.
 GG0633
 GG0633                          STATION RECOVERY (1963)
 GG0633
 GG0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 GG0633'STATION AND REFERENCES MARKS RECOVERED IN GOOD CONDITION
 GG0633'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT LOOKED FOR.
 GG0633
 GG0633                          STATION RECOVERY (1967)
 GG0633
 GG0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 GG0633'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD
 GG0633'CONDITION.
 GG0633'
 GG0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES SW OF
 GG0633'FAYETTEVILLE.
 GG0633
 GG0633                          STATION RECOVERY (1971)
 GG0633
 GG0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0633'RM 1 TO RM 3 OBSTRUCTED BY DENSE BRUSH.
 GG0633'
 GG0633'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 GG0633'RECOVERED.  REFERENCE MARK 2 IS OBSTRUCTED BY A POWER LINE POLE.
 GG0633'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND OR THE TOWER.  AN
 GG0633'AZIMUTH MARK NO 2, A REFERENCE MARK 3 WERE ESTABLISHED.  A
 GG0633'DIFFERENCE OF 2 MINUTES IN THE DIRECTION AND 0.07 FOOT IN THE
 GG0633'DISTANCE WAS NOTED TO REFERENCE MARK 1.  FOLLOWING IS A NEW
 GG0633'DESCRIPTION.
 GG0633'
 GG0633'THE STATION IS ABOUT 11-1/2 MILES SOUTH AND 4-1/2 MILES WEST OF
 GG0633'SPRINGDALE, 2 MILES SOUTH AND 3 MILES WEST OF FAYETTEVILLE, 1-1/2
 GG0633'MILES NORTH AND 2-1/2 MILES WEST OF THE SMALL TOWN OF GREENLAND, IN
 GG0633'THE SOUTHEAST 1/4 OF SECTION 36, T. 16 N., R. 31 W., AND ON
 GG0633'PROPERTY OF CLAUDE BOWMAN, WHO LIVES AT THE STATION SITE, TELEPHONE
 GG0633'NUMBER 442-6850.
 GG0633'
 GG0633'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND
 GG0633'STATE HIGHWAY 265 IN THE SOUTH EDGE OF FAYETTEVILLE, GO WEST ON
 GG0633'STATE HIGHWAY 265 FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK AND
 GG0633'GO SOUTHWEST ON PAVED ROAD FOR 0.35 MILE TO A CROSSROAD.  CONTINUE
 GG0633'SOUTHWEST ON PAVED ROAD FOR 1.4 MILES TO A GRAVELED SIDE ROAD
 GG0633'RIGHT.  TURN RIGHT AND GO WESTERLY, UPHILL ON GRAVELED ROAD FOR
 GG0633'0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY
 GG0633'ON GRAVELED ROAD FOR 0.55 MILE TO A RADIO MAST ON THE RIGHT.
 GG0633'CONTINUE WEST ON GRAVELED ROAD FOR 0.15 MILE TO A LARGE ROCK
 GG0633'HOUSE AND THE STATION ON THE LEFT.
 GG0633'
 GG0633'TO REACH AZIMUTH MARK NO 2 FROM THE STATION, CONTINUE WEST ON
 GG0633'GRAVELED ROAD FOR 0.15 MILE TO 4 TOWERS IN A FENCED AREA AND THE
 GG0633'MARK.
 GG0633'
 GG0633'STATION MARK IS A STANDARD DISK, STAMPED KESSLER 1935, SET IN THE
 GG0633'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4 INCHES
 GG0633'ABOVE THE GROUND.  IT IS 91.0 FEET NORTHWEST OF THE NORTHWEST
 GG0633'CORNER OF THE ROCK HOUSE, 43.5 FEET NORTH OF THE NORTHWEST CORNER
 GG0633'OF A ROCK GARAGE AND 14.0 FEET EAST OF THE CENTER OF A GRAVELED
 GG0633'ROAD.
 GG0633'
 GG0633'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KESSLER NO 1 1935, SET
 GG0633'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 6
 GG0633'INCHES ABOVE THE GROUND.  IT IS 12.0 FEET WEST OF THE CENTER OF THE
 GG0633'GRAVELED ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 GG0633'
 GG0633'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KESSLER NO 2 1935,
 GG0633'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 GG0633'7 INCHES ABOVE THE GROUND.  IT IS 83.0 FEET NORTHEAST OF THE
 GG0633'NORTHEAST CORNER OF THE ROCK HOUSE, 15.0 FEET EAST OF A POWER LINE
 GG0633'POLE WITH TRANSFORMER AND ABOUT THE SAME ELEVATION AS THE
 GG0633'STATION.
 GG0633'
 GG0633'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KESSLER 1935 NO 3
 GG0633'1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 GG0633'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 62.0 FEET NORTHWEST
 GG0633'OF THE SOUTHWEST CORNER OF THE ROCK GARAGE, 57.0 FEET WEST OF THE
 GG0633'NORTHWEST CORNER OF THE ROCK GARAGE, 13.0 FEET WEST OF THE CENTER
 GG0633'OF THE GRAVELED ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 GG0633'
 GG0633'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED KESSLER
 GG0633'1935 AZIMUTH, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT,
 GG0633'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 65.0 FEET NORTHWEST
 GG0633'OF THE CENTER OF A GRAVELED ROAD, 60.0 FEET WEST OF A POWER LINE
 GG0633'POLE AND 1.0 FOOT SOUTH OF A FENCE.
 GG0633'
 GG0633'AZIMUTH MARK NO 2 IS A STANDARD DISK, STAMPED KESSLER 1935 NO 2
 GG0633'1971, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE BASE
 GG0633'OF THE NORTHEAST ONE OF FOUR STEEL TOWERS.  NOTE--THIS MARK IS NOT
 GG0633'VISIBLE FROM THE GROUND.
 GG0633'
 GG0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH AND
 GG0633'3 MILES WEST OF FAYETTEVILLE.
 GG0633'
 GG0633'HEIGHT OF LIGHT ABOVE STATION MARK 60.2 FEET.
 GG0633
 GG0633                          STATION RECOVERY (1976)
 GG0633
 GG0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 GG0633'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 GG0633'DESCRIBED BY I. L. CRABBE IN 1971.  THE AZIMUTH MARK WAS NOT
 GG0633'SEARCHED FOR.
 GG0633'
 GG0633'AIRLINE DISTANCE AND DIRECTION FROM TOWN--3-1/2 MILES SW OF
 GG0633'FAYETTEVILLE.
 GG0633
 GG0633                          STATION RECOVERY (1979)
 GG0633
 GG0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 GG0633'THE STATION AND REFERENCE MARKS ONE AND TWO WERE RECOVERED AS
 GG0633'DESCRIBED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 GG0633'
 GG0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SOUTHWEST
 GG0633'OF FAYETTEVILLE.
 GG0633
 GG0633                          STATION RECOVERY (1983)
 GG0633
 GG0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 GG0633'STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AS
 GG0633'DESCRIBED IN GOOD CONDITION.
 GG0633'
 GG0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SW OF
 GG0633'FAYETTEVILLE.
 GG0633
 GG0633                          STATION RECOVERY (1987)
 GG0633
 GG0633'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0633'RECOVERED IN GOOD CONDITION.
 GG0633
 GG0633                          STATION RECOVERY (1988)
 GG0633
 GG0633'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0633'RECOVERED IN GOOD CONDITION.
 GG0633
 GG0633                          STATION RECOVERY (2004)
 GG0633
 GG0633'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 GG0633'STATION, RM'S 1 AND 2 FOUND. RM 3, AZIMUTH MARK NOT FOUND, AZIMUTH
 GG0633'MARK 2 NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0246 ***********************************************************************
 EJ0246  DESIGNATION -  KID
 EJ0246  PID         -  EJ0246
 EJ0246  STATE/COUNTY-  AR/PULASKI
 EJ0246  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0246
 EJ0246                         *CURRENT SURVEY CONTROL
 EJ0246  ___________________________________________________________________
 EJ0246* NAD 83(1986)-  34 51 32.     (N)    092 28 13.     (W)     SCALED    
 EJ0246* NAVD 88     -        83.191  (meters)     272.94   (feet)  ADJUSTED  
 EJ0246  ___________________________________________________________________
 EJ0246  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EJ0246  DYNAMIC HT  -          83.113 (meters)     272.68  (feet)  COMP
 EJ0246  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 EJ0246
 EJ0246  VERT ORDER  -  SECOND    CLASS 0
 EJ0246
 EJ0246.The horizontal coordinates were scaled from a topographic map and have
 EJ0246.an estimated accuracy of +/- 6 seconds.
 EJ0246
 EJ0246.The orthometric height was determined by differential leveling
 EJ0246.and adjusted by the National Geodetic Survey in June 1991..
 EJ0246
 EJ0246.The geoid height was determined by GEOID03.
 EJ0246
 EJ0246.The dynamic height is computed by dividing the NAVD 88
 EJ0246.geopotential number by the normal gravity value computed on the
 EJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0246.degrees latitude (g = 980.6199 gals.).
 EJ0246
 EJ0246.The modeled gravity was interpolated from observed gravity values.
 EJ0246
 EJ0246;                    North         East    Units  Estimated Accuracy
 EJ0246;SPC AR S     -   643,250.      357,000.      MT  (+/- 180 meters Scaled)
 EJ0246
 EJ0246                          SUPERSEDED SURVEY CONTROL
 EJ0246
 EJ0246  NGVD 29 (??/??/92)   83.236  (m)          273.08   (f) ADJ UNCH    2 0
 EJ0246
 EJ0246.Superseded values are not recommended for survey control.
 EJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0246.See file dsdata.txt to determine how the superseded data were derived.
 EJ0246
 EJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU484575(NAD 83)
 EJ0246_MARKER: DB = BENCH MARK DISK
 EJ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0246_STAMPING: KID 1934
 EJ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0246+STABILITY: SURFACE MOTION
 EJ0246
 EJ0246  HISTORY     - Date     Condition        Report By
 EJ0246  HISTORY     - 1934     MONUMENTED       CGS
 EJ0246  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0246  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0246
 EJ0246                          STATION DESCRIPTION
 EJ0246
 EJ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0246'2.9 MI W FROM PINNACLE.
 EJ0246'2.9 MILES WEST OF, ALONG C.R.I. AND P. RY. FROM STATION POST SET AT
 EJ0246'NATURAL STEPS SIDING.  56.6 FEET SOUTH OF SOUTHWEST CORNER OF CHICAGO,
 EJ0246'ROCK ISLAND AND PACIFIC R.R. STATION.  16.2 FEET EAST OF CENTERLINE OF
 EJ0246'C.R.I. AND P. RY. MAIN TRACK.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0246
 EJ0246                          STATION RECOVERY (1960)
 EJ0246
 EJ0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0246'MARK NOT FOUND.
 EJ0246
 EJ0246                          STATION RECOVERY (1989)
 EJ0246
 EJ0246'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0250 ***********************************************************************
 EJ0250  DESIGNATION -  KIM
 EJ0250  PID         -  EJ0250
 EJ0250  STATE/COUNTY-  AR/PULASKI
 EJ0250  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0250
 EJ0250                         *CURRENT SURVEY CONTROL
 EJ0250  ___________________________________________________________________
 EJ0250* NAD 83(1986)-  34 49 41.     (N)    092 28 59.     (W)     SCALED    
 EJ0250* NAVD 88     -        83.803  (meters)     274.94   (feet)  ADJUSTED  
 EJ0250  ___________________________________________________________________
 EJ0250  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ0250  DYNAMIC HT  -          83.724 (meters)     274.68  (feet)  COMP
 EJ0250  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 EJ0250
 EJ0250  VERT ORDER  -  SECOND    CLASS 0
 EJ0250
 EJ0250.The horizontal coordinates were scaled from a topographic map and have
 EJ0250.an estimated accuracy of +/- 6 seconds.
 EJ0250
 EJ0250.The orthometric height was determined by differential leveling
 EJ0250.and adjusted by the National Geodetic Survey in June 1991..
 EJ0250
 EJ0250.The geoid height was determined by GEOID03.
 EJ0250
 EJ0250.The dynamic height is computed by dividing the NAVD 88
 EJ0250.geopotential number by the normal gravity value computed on the
 EJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0250.degrees latitude (g = 980.6199 gals.).
 EJ0250
 EJ0250.The modeled gravity was interpolated from observed gravity values.
 EJ0250
 EJ0250;                    North         East    Units  Estimated Accuracy
 EJ0250;SPC AR S     -   639,840.      355,810.      MT  (+/- 180 meters Scaled)
 EJ0250
 EJ0250                          SUPERSEDED SURVEY CONTROL
 EJ0250
 EJ0250  NGVD 29 (??/??/92)   83.845  (m)          275.08   (f) ADJ UNCH    2 0
 EJ0250
 EJ0250.Superseded values are not recommended for survey control.
 EJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0250.See file dsdata.txt to determine how the superseded data were derived.
 EJ0250
 EJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU472540(NAD 83)
 EJ0250_MARKER: DB = BENCH MARK DISK
 EJ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0250_STAMPING: KIM 1934
 EJ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0250+STABILITY: SURFACE MOTION
 EJ0250
 EJ0250  HISTORY     - Date     Condition        Report By
 EJ0250  HISTORY     - 1934     MONUMENTED       CGS
 EJ0250
 EJ0250                          STATION DESCRIPTION
 EJ0250
 EJ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0250'0.2 MI W FROM PINNACLE.
 EJ0250'0.2 MILES WEST OF, ALONG C.R.I. AND P. RY. FROM STATION SET ON EAST
 EJ0250'SIDE OF TRACK IN CURVE IN RAILROAD NEAR RAILROAD CROSSING.  90.5 FEET
 EJ0250'NORTH OF TELEPHONE POLE MARKED 153+5.  30.8 FEET EAST OF CENTERLINE OF
 EJ0250'CHICAGO, ROCK ISLAND AND PACIFIC R.R.  16.1 FEET WEST OF FENCE
 EJ0250'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0956 ***********************************************************************
 FH0956  DESIGNATION -  KIMES LOT
 FH0956  PID         -  FH0956
 FH0956  STATE/COUNTY-  AR/CRAWFORD
 FH0956  USGS QUAD   -  RUDY NE (1983)
 FH0956
 FH0956                         *CURRENT SURVEY CONTROL
 FH0956  ___________________________________________________________________
 FH0956* NAD 83(1997)-  35 41 54.12396(N)    094 15 33.87153(W)     ADJUSTED  
 FH0956* NAVD 88     -                                                        
 FH0956  ___________________________________________________________________
 FH0956  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FH0956  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FH0956
 FH0956  HORZ ORDER  -  THIRD
 FH0956
 FH0956.The horizontal coordinates were established by classical geodetic methods
 FH0956.and adjusted by the National Geodetic Survey in September 1999..
 FH0956
 FH0956
 FH0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0956
 FH0956.The geoid height was determined by GEOID03.
 FH0956
 FH0956;                    North         East     Units Scale Factor Converg.
 FH0956;SPC AR N     -   153,785.294   195,541.081   MT  0.99993791   -1 18 53.1
 FH0956;SPC AR N     -   504,543.92    641,537.70   sFT  0.99993791   -1 18 53.1
 FH0956;UTM  15      - 3,951,224.657   386,058.864   MT  0.99975998   -0 44 05.9
 FH0956
 FH0956                          SUPERSEDED SURVEY CONTROL
 FH0956
 FH0956  NAD 83(1997)-  35 41 54.13345(N)    094 15 33.87199(W) AD(       ) 4
 FH0956  NAD 83(1986)-  35 41 54.13053(N)    094 15 33.86659(W) AD(       ) 4
 FH0956  NAD 27      -  35 41 53.83138(N)    094 15 33.11571(W) AD(       ) 3
 FH0956
 FH0956.Superseded values are not recommended for survey control.
 FH0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0956.See file dsdata.txt to determine how the superseded data were derived.
 FH0956
 FH0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8605951225(NAD 83)
 FH0956_MARKER: 57 = LOOKOUT TOWER
 FH0956
 FH0956  HISTORY     - Date     Condition        Report By
 FH0956  HISTORY     - 1971     FIRST OBSERVED   NGS
 FH0956
 FH0956                          STATION DESCRIPTION
 FH0956
 FH0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0956'THE STATION, KIMES LOOKOUT TOWER, IS THE APEX OF THE ROOF OF THE
 FH0956'CABIN ATOP A 4 LEGGED STEEL TOWER.  THE STRUCTURE HAS AN OVERALL
 FH0956'HEIGHT OF 120 FEET AND IS OWNED BY THE U. S. FOREST SERVICE.  IT
 FH0956'IS LOCATED ABOUT 5-1/2 MILES WEST AND 4 MILES NORTH OF
 FH0956'MOUNTAINBURG, 5 MILES WEST AND 1 MILE NORTH OF CHESTER, 4-1/2
 FH0956'MILES SOUTH OF THE DEVILS DEN STATE PARK AND IN THE SOUTHWEST 1/4 OF
 FH0956'SECTION 23, T. 12 N., R. 31 W.
 FH0956'
 FH0956'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO WEST ON
 FH0956'STATE HIGHWAY 282 FOR 0.2 MILE TO A CROSSROAD AND THE END OF THE
 FH0956'PAVEMENT.  TURN LEFT, CROSSING A RAILROAD TRACK, AND GO SOUTHWEST
 FH0956'AND WEST ON A GRAVELED ROAD NUMBERED 1717 FOR 2.1 MILES TO A FORK.
 FH0956'TAKE THE LEFT FORK AND CONTINUE NORTHWESTERLY FOR 3.4 MILES TO A
 FH0956'FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST FOR 0.3 MILE TO A
 FH0956'FORK.  TAKE THE RIGHT FORK AND GO NORTH FOR 0.1 MILE TO THE STATION.
 FH0956'
 FH0956'THERE IS A U. S. ARMY CORPS OF ENGINEERS SURVEY MARK BENEATH THE
 FH0956'CENTER OF THE TOWER.  IT IS SET IN THE TOP OF A 6-INCH SQUARE
 FH0956'CONCRETE POST, THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE AND IS
 FH0956'STAMPED KIMES F. T. 1967 L. R. DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0308 ***********************************************************************
 EJ0308  DESIGNATION -  KIMP
 EJ0308  PID         -  EJ0308
 EJ0308  STATE/COUNTY-  AR/PULASKI
 EJ0308  USGS QUAD   -  MC ALMONT (1986)
 EJ0308
 EJ0308                         *CURRENT SURVEY CONTROL
 EJ0308  ___________________________________________________________________
 EJ0308* NAD 83(1986)-  34 49 46.     (N)    092 09 19.     (W)     SCALED    
 EJ0308* NAVD 88     -        74.98   (+/-2cm)     246.0    (feet)  VERTCON   
 EJ0308  ___________________________________________________________________
 EJ0308  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EJ0308
 EJ0308  VERT ORDER  -  ? (See Below)
 EJ0308
 EJ0308.The horizontal coordinates were scaled from a topographic map and have
 EJ0308.an estimated accuracy of +/- 6 seconds.
 EJ0308
 EJ0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0308.The vertical order pertains to the NGVD 29 superseded value.
 EJ0308
 EJ0308.The geoid height was determined by GEOID03.
 EJ0308
 EJ0308;                    North         East    Units  Estimated Accuracy
 EJ0308;SPC AR S     -   639,900.      385,800.      MT  (+/- 180 meters Scaled)
 EJ0308
 EJ0308                          SUPERSEDED SURVEY CONTROL
 EJ0308
 EJ0308  NGVD 29 (??/??/92)   75.014  (m)          246.11   (f) ADJ UNCH    ?  
 EJ0308
 EJ0308.Superseded values are not recommended for survey control.
 EJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0308.See file dsdata.txt to determine how the superseded data were derived.
 EJ0308
 EJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU772544(NAD 83)
 EJ0308_MARKER: DD = SURVEY DISK
 EJ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0308_STAMPING: KIMP 1937
 EJ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0308+STABILITY: SURFACE MOTION
 EJ0308
 EJ0308  HISTORY     - Date     Condition        Report By
 EJ0308  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0308  HISTORY     - 1955     GOOD             NGS
 EJ0308
 EJ0308                          STATION DESCRIPTION
 EJ0308
 EJ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0308'3.7 MI SW FROM JACKSONVILLE.
 EJ0308'3.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0308'STATION AT JACKSONVILLE, 31-1/2 FEET SOUTHWEST OF POLE 335+33, 1
 EJ0308'12-1/2 FEET NORTHEAST OF SIGNAL 3359 L, AND 11.5 FEET SOUTHEAST OF THE
 EJ0308'SOUTHEAST RAIL OF THE SOUTHEAST TRACK.  A STATE SURVEY STANDARD DISK,
 EJ0308'STAMPED KIMP 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0818 ***********************************************************************
 GF0818  DESIGNATION -  KINGS
 GF0818  PID         -  GF0818
 GF0818  STATE/COUNTY-  AR/MADISON
 GF0818  USGS QUAD   -  OSAGE SW (1975)
 GF0818
 GF0818                         *CURRENT SURVEY CONTROL
 GF0818  ___________________________________________________________________
 GF0818* NAD 83(1997)-  36 01 07.11511(N)    093 27 08.58918(W)     ADJUSTED  
 GF0818* NAVD 88     -       655.6    (meters)    2151.     (feet)  VERTCON   
 GF0818  ___________________________________________________________________
 GF0818  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GF0818  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GF0818
 GF0818  HORZ ORDER  -  SECOND
 GF0818
 GF0818.The horizontal coordinates were established by classical geodetic methods
 GF0818.and adjusted by the National Geodetic Survey in September 1999..
 GF0818
 GF0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0818
 GF0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0818
 GF0818.The geoid height was determined by GEOID03.
 GF0818
 GF0818;                    North         East     Units Scale Factor Converg.
 GF0818;SPC AR N     -   187,939.659   269,087.743   MT  0.99996460   -0 50 42.5
 GF0818;SPC AR N     -   616,598.70    882,832.04   sFT  0.99996460   -0 50 42.5
 GF0818;UTM  15      - 3,986,110.880   459,237.003   MT  0.99962047   -0 15 57.7
 GF0818
 GF0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0818!SPC AR N     -   0.99990149  x   0.99996460  =   0.99986609
 GF0818!UTM  15      -   0.99990149  x   0.99962047  =   0.99952200
 GF0818
 GF0818|---------------------------------------------------------------------|
 GF0818| PID    Reference Object                     Distance      Geod. Az  |
 GF0818|                                                           dddmmss.s |
 GF0818| CI1821 KINGS RM 1                            9.396 METERS 09223     |
 GF0818| CI1820 KINGS AZ MK                                        2775639.2 |
 GF0818| GF0819 KINGS RM 2                           13.483 METERS 28917     |
 GF0818|---------------------------------------------------------------------|
 GF0818
 GF0818                          SUPERSEDED SURVEY CONTROL
 GF0818
 GF0818  NAD 83(1997)-  36 01 07.12628(N)    093 27 08.59021(W) AD(       ) 2
 GF0818  NAD 83(1986)-  36 01 07.12577(N)    093 27 08.59360(W) AD(       ) 2
 GF0818  NAD 27      -  36 01 06.84965(N)    093 27 07.92906(W) AD(       ) 2
 GF0818  NGVD 29 (07/19/86)  655.5    (m)         2151.     (f) VERT ANG       
 GF0818
 GF0818.Superseded values are not recommended for survey control.
 GF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0818.See file dsdata.txt to determine how the superseded data were derived.
 GF0818
 GF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5923786111(NAD 83)
 GF0818_MARKER: DS = TRIANGULATION STATION DISK
 GF0818_SETTING: 66 = SET IN ROCK OUTCROP
 GF0818
 GF0818  HISTORY     - Date     Condition        Report By
 GF0818  HISTORY     - 1971     MONUMENTED       NGS
 GF0818  HISTORY     - 20050716 MARK NOT FOUND   GEOCAC
 GF0818
 GF0818                          STATION DESCRIPTION
 GF0818
 GF0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0818'THE STATION IS ABOUT 3 MILES NORTH AND 3 MILES WEST OF BOXLEY, 2
 GF0818'MILES SOUTH AND 3-3/4 MILES EAST OF KINGSTON, IN SECTION 30, T. 16
 GF0818'N., R.  23 W., ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 23.
 GF0818'
 GF0818'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO SOUTHEAST
 GF0818'ON STATE HIGHWAY 21 FOR 1.8 MILES TO A CONCRETE BRIDGE OVER A CREEK.
 GF0818'CONTINUE SOUTHEAST ON HIGHWAY 21 FOR 2.65 MILES TO THE AZIMUTH MARK
 GF0818'ON THE RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 21 FOR 0.25 MILE TO
 GF0818'THE STATION ON THE LEFT.
 GF0818'
 GF0818'STATION MARK IS A STANDARD DISK, STAMPED KINGS 1971, CEMENTED IN A
 GF0818'DRILL HOLE IN A 2 X 5 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE
 GF0818'GROUND SURFACE.  IT IS 40.0 FEET NORTH OF THE CENTERLINE OF STATE
 GF0818'HIGHWAY 21, 17.7 FEET SOUTHEAST OF A 12-INCH WALNUT TREE WITH A
 GF0818'TRIANGLE BLAZE AND 11.7 FEET SOUTH OF A WITNESS POST SET IN A
 GF0818'FENCE LINE.
 GF0818'
 GF0818'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KINGS NO 1 1971,
 GF0818'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE
 GF0818'GROUND SURFACE.  IT IS 44.0 FEET NORTH OF THE CENTERLINE OF STATE
 GF0818'HIGHWAY 21, 31.3 FEET EAST OF THE WITNESS POST, 7.0 FEET SOUTH OF
 GF0818'A FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 GF0818'
 GF0818'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KINGS NO 2 1971,
 GF0818'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE
 GF0818'GROUND SURFACE.  IT IS 47.0 FEET NORTH OF THE CENTERLINE OF STATE
 GF0818'HIGHWAY 21, 44.0 FEET WEST OF THE WITNESS POST, 27.4 FEET WEST OF
 GF0818'THE 12 INCH WALNUT TREE WITH THE TRIANGLE BLAZE, 4.0 FEET SOUTH OF
 GF0818'THE FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 GF0818'
 GF0818'AZIMUTH MARK IS A STANDARD DISK, STAMPED KINGS 1971, CEMENTED IN A
 GF0818'DRILL HOLE IN A 4 X 5 FOOT BOULDER, THAT PROJECTS 10 INCHES ABOVE
 GF0818'THE GROUND.  IT IS 54.0 FEET SOUTH OF THE CENTERLINE OF STATE
 GF0818'HIGHWAY 21 AND 3.6 FEET NORTH OF A WITNESS POST.
 GF0818
 GF0818                          STATION RECOVERY (2005)
 GF0818
 GF0818'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0818'WITNESS POST INTACT.  VEGETATION WAS EXTREMELY HIGH.  WILL TRY AGAIN
 GF0818'WITH METAL DETECTOR AND GARDENING TOOLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0819 ***********************************************************************
 GF0819  DESIGNATION -  KINGS RM 2
 GF0819  PID         -  GF0819
 GF0819  STATE/COUNTY-  AR/MADISON
 GF0819  USGS QUAD   -  OSAGE SW (1975)
 GF0819
 GF0819                         *CURRENT SURVEY CONTROL
 GF0819  ___________________________________________________________________
 GF0819* NAD 83(1997)-  36 01 07.25958(N)    093 27 09.09743(W)     ADJUSTED  
 GF0819* NAVD 88     -       654.9    (meters)    2149.     (feet)  VERTCON   
 GF0819  ___________________________________________________________________
 GF0819  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GF0819  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GF0819
 GF0819  HORZ ORDER  -  SECOND
 GF0819
 GF0819.The horizontal coordinates were established by classical geodetic methods
 GF0819.and adjusted by the National Geodetic Survey in September 1999..
 GF0819
 GF0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0819
 GF0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0819
 GF0819.The geoid height was determined by GEOID03.
 GF0819
 GF0819;                    North         East     Units Scale Factor Converg.
 GF0819;SPC AR N     -   187,944.299   269,075.084   MT  0.99996461   -0 50 42.8
 GF0819;SPC AR N     -   616,613.92    882,790.50   sFT  0.99996461   -0 50 42.8
 GF0819;UTM  15      - 3,986,115.390   459,224.302   MT  0.99962049   -0 15 58.0
 GF0819
 GF0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0819!SPC AR N     -   0.99990160  x   0.99996461  =   0.99986621
 GF0819!UTM  15      -   0.99990160  x   0.99962049  =   0.99952213
 GF0819
 GF0819|---------------------------------------------------------------------|
 GF0819| PID    Reference Object                     Distance      Geod. Az  |
 GF0819|                                                           dddmmss.s |
 GF0819| GF0818 KINGS                                13.483 METERS 10917     |
 GF0819| GF0820 LUCKIE                              APPROX. 5.7 KM 3485103.5 |
 GF0819|---------------------------------------------------------------------|
 GF0819
 GF0819                          SUPERSEDED SURVEY CONTROL
 GF0819
 GF0819  NAD 83(1997)-  36 01 07.27076(N)    093 27 09.09847(W) AD(       ) 2
 GF0819  NAD 83(1986)-  36 01 07.27027(N)    093 27 09.10193(W) AD(       ) 2
 GF0819  NAD 27      -  36 01 06.99413(N)    093 27 08.43730(W) AD(       ) 2
 GF0819  NGVD 29 (07/19/86)  654.8    (m)         2148.     (f) VERT ANG       
 GF0819
 GF0819.Superseded values are not recommended for survey control.
 GF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0819.See file dsdata.txt to determine how the superseded data were derived.
 GF0819
 GF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5922486115(NAD 83)
 GF0819_MARKER: DS = TRIANGULATION STATION DISK
 GF0819_SETTING: 66 = SET IN ROCK OUTCROP
 GF0819_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GF0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0819+STABILITY: POSITION/ELEVATION WELL
 GF0819
 GF0819  HISTORY     - Date     Condition        Report By
 GF0819  HISTORY     - 1971     MONUMENTED       NGS
 GF0819  HISTORY     - 20050716 MARK NOT FOUND   GEOCAC
 GF0819
 GF0819                          STATION DESCRIPTION
 GF0819
 GF0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0819'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KINGS NO 2 1971,
 GF0819'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE
 GF0819'GROUND SURFACE.  IT IS 47.0 FEET NORTH OF THE CENTERLINE OF STATE
 GF0819'HIGHWAY 21, 44.0 FEET WEST OF THE WITNESS POST, 27.4 FEET WEST OF
 GF0819'THE 12 INCH WALNUT TREE WITH THE TRIANGLE BLAZE, 4.0 FEET SOUTH OF
 GF0819'THE FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 GF0819
 GF0819                          STATION RECOVERY (2005)
 GF0819
 GF0819'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0819'WITNESS POST INTACT.  VEGETATION WAS EXTREMELY HIGH.  WILL TRY AGAIN
 GF0819'WITH METAL DETECTOR AND GARDENING TOOLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1286 ***********************************************************************
 DL1286  DESIGNATION -  KINGSLAND
 DL1286  PID         -  DL1286
 DL1286  STATE/COUNTY-  AR/CLEVELAND
 DL1286  USGS QUAD   -  FORDYCE NE (1985)
 DL1286
 DL1286                         *CURRENT SURVEY CONTROL
 DL1286  ___________________________________________________________________
 DL1286* NAD 83(1997)-  33 53 36.03709(N)    092 20 27.62120(W)     ADJUSTED  
 DL1286* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 DL1286  ___________________________________________________________________
 DL1286  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DL1286  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DL1286
 DL1286  HORZ ORDER  -  SECOND
 DL1286
 DL1286.The horizontal coordinates were established by classical geodetic methods
 DL1286.and adjusted by the National Geodetic Survey in September 1999..
 DL1286
 DL1286.The orthometric height was scaled from a topographic map.
 DL1286
 DL1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1286
 DL1286.The geoid height was determined by GEOID03.
 DL1286
 DL1286;                    North         East     Units Scale Factor Converg.
 DL1286;SPC AR S     -   536,105.796   368,459.460   MT  0.99992148   -0 11 27.1
 DL1286;SPC AR S     - 1,758,873.77  1,208,854.08   sFT  0.99992148   -0 11 27.1
 DL1286;UTM  15      - 3,750,525.648   560,933.143   MT  0.99964577   +0 22 03.0
 DL1286
 DL1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1286!SPC AR S     -   0.99999028  x   0.99992148  =   0.99991176
 DL1286!UTM  15      -   0.99999028  x   0.99964577  =   0.99963606
 DL1286
 DL1286:                Primary Azimuth Mark                     Grid Az
 DL1286:SPC AR S     -  KINGSLAND RM 3 AZIMUTH                   111 07 04.2
 DL1286:UTM  15      -  KINGSLAND RM 3 AZIMUTH                   110 33 34.1
 DL1286
 DL1286|---------------------------------------------------------------------|
 DL1286| PID    Reference Object                     Distance      Geod. Az  |
 DL1286|                                                           dddmmss.s |
 DL1286| CY6810 KINGSLAND RM 3 AZIMUTH                             1105537.1 |
 DL1286| CY6808 KINGSLAND RM 1                       30.023 METERS 14331     |
 DL1286| DL1289 FORDYCE ARK PWR AND LT CO TANK      APPROX.11.7 KM 2155757.3 |
 DL1286| DL1295 FORDYCE RAD STA KKB 298 TOWER       APPROX.11.7 KM 2160730.2 |
 DL1286| DL1293 FORDYCE DALLAS CO CTHSE DOME        APPROX.11.2 KM 2165924.5 |
 DL1286| DL1296 FORDYCE RADIO STA KAY 742 MAST      APPROX.11.8 KM 2202142.8 |
 DL1286| DL1298 FORDYCE LUMBER CO E TANK            APPROX.11.1 KM 2204917.0 |
 DL1286| DL1294 FORDYCE RAD STA KKB 595 MAST        APPROX.11.6 KM 2205148.8 |
 DL1286| DL1299 FORDYCE LUMBER CO W TANK            APPROX.11.2 KM 2210551.6 |
 DL1286| DL1291 FORDYCE GA PACIFIC CORP STACK       APPROX.11.2 KM 2215820.1 |
 DL1286| DL1290 FORDYCE RADIO STA KBJT MAST         APPROX. 9.6 KM 2220057.3 |
 DL1286| CY6809 KINGSLAND RM 2                       29.832 METERS 24734     |
 DL1286|---------------------------------------------------------------------|
 DL1286
 DL1286                          SUPERSEDED SURVEY CONTROL
 DL1286
 DL1286  NAD 83(1997)-  33 53 36.04726(N)    092 20 27.61341(W) AD(       ) 2
 DL1286  NAD 83(1986)-  33 53 36.04751(N)    092 20 27.61357(W) AD(       ) 2
 DL1286  NAD 27      -  33 53 35.67493(N)    092 20 27.07347(W) AD(       ) 2
 DL1286
 DL1286.Superseded values are not recommended for survey control.
 DL1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1286.See file dsdata.txt to determine how the superseded data were derived.
 DL1286
 DL1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6093350526(NAD 83)
 DL1286_MARKER: DS = TRIANGULATION STATION DISK
 DL1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1286
 DL1286  HISTORY     - Date     Condition        Report By
 DL1286  HISTORY     - 1964     MONUMENTED       CGS
 DL1286  HISTORY     - 1969     GOOD             USGS
 DL1286  HISTORY     - 1970     MARK NOT FOUND   USGS
 DL1286
 DL1286                          STATION DESCRIPTION
 DL1286
 DL1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1286'THE STATION IS LOCATED ABOUT 5-3/4 MILES NORTH AND 4 MILES
 DL1286'EAST OF FORDYCE, ABOUT 2-1/4 MILES WEST AND 2-1/4 MILES NORTH
 DL1286'OF THE SCHOOLHOUSE IN KINGSLAND, IN THE NORTHEAST 1/4 OF SEC.
 DL1286'33, T. 9 S., R. 12 W., AND ON THE PROPERTY OF MR. GRADY PARNELL.
 DL1286'IT IS 99 FEET NORTHEAST OF A WITNESS POST, 82 FEET NORTH
 DL1286'OF THE CENTERLINE OF A GRAVELED ROAD, 80 FEET NORTHWEST OF THE
 DL1286'CENTERLINE OF A GRAVELED DRIVEWAY, AND 62 FEET EAST OF A 12
 DL1286'INCH PINE TREE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 DL1286'IS STAMPED KINGSLAND 1964.
 DL1286'
 DL1286'TO REACH FROM THE CROSSROAD AT THE NORTHWEST CORNER OF THE SCHOOL
 DL1286'YARD IN KINGSLAND, GO NORTHERLY ON A SURFACED ROAD FOR 0.05
 DL1286'MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON A
 DL1286'GRAVELED ROAD FOR 1.75 MILES TO A CROSSROAD.  CONTINUE AHEAD
 DL1286'NORTHWEST ON A GRAVELED ROAD FOR 1.3 MILES TO A DRIVEWAY ON
 DL1286'THE RIGHT AND REFERENCE MARK 3 ON THE RIGHT.  CONTINUE AHEAD
 DL1286'ON THE GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT
 DL1286'AND THE STATION ON THE RIGHT.
 DL1286'
 DL1286'REFERENCE MARK 1 IS 45 FEET WEST OF A POWER POLE, 21 FEET
 DL1286'EAST OF THE CENTERLINE OF THE DRIVEWAY, 20 FEET NORTH OF THE
 DL1286'CENTERLINE OF THE GRAVELED ROAD, AND 9 FEET NORTHEAST OF A MAIL
 DL1286'BOX.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KINGSLAND
 DL1286'NO 1 1964.
 DL1286'
 DL1286'REFERENCE MARK 2 IS 46 FEET SOUTHWEST OF THE 12 INCH PINE TREE,
 DL1286'24 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1
 DL1286'FOOT NORTHEAST OF THE WITNESS POST.  THE MONUMENT IS FLUSH
 DL1286'AND THE DISK IS STAMPED KINGSLAND NO 2 1964.
 DL1286'
 DL1286'REFERENCE MARK 3 IS 61 FEET WEST OF A 36 INCH OAK TREE, 30
 DL1286'FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 21 FEET NORTH-NORTHEAST
 DL1286'OF THE CENTERLINE OF THE GRAVELED ROAD, AND 2 FEET WEST OF A
 DL1286'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 DL1286'STAMPED KINGSLAND NO 3 1964.
 DL1286'
 DL1286'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1286
 DL1286                          STATION RECOVERY (1969)
 DL1286
 DL1286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1286'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED AND
 DL1286'OLD DESCRIPTION IS ADQUATE.
 DL1286'
 DL1286'DISTANCES AND DIRECTIONS TO SURFACE MARKS CHECKED.
 DL1286
 DL1286                          STATION RECOVERY (1970)
 DL1286
 DL1286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (RCP)
 DL1286'THERE HAS BEEN GRADING AT SITE OF STATION AND ALSO ON ROAD AT
 DL1286'R.M.S DID NOT FIND STATION OR R.M.S DID NOT DIG FOR UNDERGROUND
 DL1286'MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2013 ***********************************************************************
 EJ2013  DESIGNATION -  KIRBY
 EJ2013  PID         -  EJ2013
 EJ2013  STATE/COUNTY-  AR/PIKE
 EJ2013  USGS QUAD   -  NARROWS DAM (1969)
 EJ2013
 EJ2013                         *CURRENT SURVEY CONTROL
 EJ2013  ___________________________________________________________________
 EJ2013* NAD 83(1997)-  34 13 14.34578(N)    093 38 01.15445(W)     ADJUSTED  
 EJ2013* NAVD 88     -       323.8    (meters)    1062.     (feet)  VERTCON   
 EJ2013  ___________________________________________________________________
 EJ2013  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 EJ2013  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EJ2013
 EJ2013  HORZ ORDER  -  SECOND
 EJ2013
 EJ2013.The horizontal coordinates were established by classical geodetic methods
 EJ2013.and adjusted by the National Geodetic Survey in September 1999..
 EJ2013
 EJ2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2013
 EJ2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2013
 EJ2013.The geoid height was determined by GEOID03.
 EJ2013
 EJ2013;                    North         East     Units Scale Factor Converg.
 EJ2013;SPC AR S     -   573,557.483   249,484.447   MT  0.99992373   -0 54 51.6
 EJ2013;SPC AR S     - 1,881,746.51    818,516.89   sFT  0.99992373   -0 54 51.6
 EJ2013;UTM  15      - 3,786,803.338   441,634.721   MT  0.99964199   -0 21 22.9
 EJ2013
 EJ2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2013!SPC AR S     -   0.99995349  x   0.99992373  =   0.99987723
 EJ2013!UTM  15      -   0.99995349  x   0.99964199  =   0.99959550
 EJ2013
 EJ2013|---------------------------------------------------------------------|
 EJ2013| PID    Reference Object                     Distance      Geod. Az  |
 EJ2013|                                                           dddmmss.s |
 EJ2013| CX6613 KIRBY RM 1                           11.646 METERS 03016     |
 EJ2013| CX6612 KIRBY AZ MK                                        2890848.7 |
 EJ2013| CX6614 KIRBY RM 2                           15.544 METERS 28918     |
 EJ2013|---------------------------------------------------------------------|
 EJ2013
 EJ2013                          SUPERSEDED SURVEY CONTROL
 EJ2013
 EJ2013  NAD 83(1997)-  34 13 14.35370(N)    093 38 01.14893(W) AD(       ) 2
 EJ2013  NAD 83(1986)-  34 13 14.35507(N)    093 38 01.14607(W) AD(       ) 2
 EJ2013  NAD 27      -  34 13 13.98090(N)    093 38 00.47830(W) AD(       ) 2
 EJ2013  NGVD 29 (07/19/86)  323.8    (m)         1062.     (f) VERT ANG       
 EJ2013
 EJ2013.Superseded values are not recommended for survey control.
 EJ2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2013.See file dsdata.txt to determine how the superseded data were derived.
 EJ2013
 EJ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4163586803(NAD 83)
 EJ2013_MARKER: DS = TRIANGULATION STATION DISK
 EJ2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2013
 EJ2013  HISTORY     - Date     Condition        Report By
 EJ2013  HISTORY     - 1957     MONUMENTED       CGS
 EJ2013  HISTORY     - 1962     GOOD             CGS
 EJ2013  HISTORY     - 19690418 GOOD             USGS
 EJ2013  HISTORY     - 20040701 MARK NOT FOUND   ARHD
 EJ2013
 EJ2013                          STATION DESCRIPTION
 EJ2013
 EJ2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2013'THE STATION IS LOCATED ON A HIGH RIDGE THAT HAS MOST OF THE
 EJ2013'TIMBER CUT OFF THE CREST, ABOUT 2 MILES SOUTHEAST OF KIRBY,
 EJ2013'ABOUT 0.5 MILE WEST OF A HIGHER HILL AND 12 FEET SOUTH OF A
 EJ2013'WITNESS POST.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 EJ2013'OF THE GROUND AND IS STAMPED KIRBY 1957.
 EJ2013'
 EJ2013'REFERENCE MARK NO. 1 PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 EJ2013'GROUND AND IS STAMPED KIRBY NO 1 1957.
 EJ2013'
 EJ2013'REFERENCE MARK NO. 2 PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 EJ2013'GROUND AND IS STAMPED KIRBY NO 2 1957.
 EJ2013'
 EJ2013'AZIMUTH MARK IS 176 FEET SOUTH OF THE INTERSECTION OF STATE
 EJ2013'HIGHWAY NO. 27 AND A OLD LOGGING ROAD, 62 FEET EAST OF THE CENTER
 EJ2013'OF STATE HIGHWAY NO. 27, 22 FEET EAST OF THE HIGHWAY BANK THAT IS
 EJ2013'ABOUT 10 FEET HIGHER THAN THE HIGHWAY AND 2 FEET EAST OF A WITNESS
 EJ2013'POST.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 EJ2013'AND IS STAMPED KIRBY 1957.
 EJ2013'
 EJ2013'TO REACH THE STATION FROM THE POST OFFICE IN KIRBY, GO SOUTH ON
 EJ2013'STATE HIGHWAY NO. 27 FOR 2.0 MILES TO A OLD LOGGING ROAD ON
 EJ2013'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED, TURN LEFT AND GO
 EJ2013'EASTERLY ON OLD LOGGING ROAD FOR 0.25 MILE TO A DIM TRACK ROAD
 EJ2013'ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY ON DIM TRACK ROAD
 EJ2013'FOR 0.3 MILE TO THE TOP OF THE RIDGE, TURN LEFT AND GO WESTERLY
 EJ2013'ALONG THE TOP OF THE RIDGE FOR 0.3 MILE TO THE STATION AS
 EJ2013'DESCRIBED.
 EJ2013'
 EJ2013'A FOUR WHEEL DRIVE VEHICLE IS REQUIRED TO REACH THE STATION.
 EJ2013
 EJ2013                          STATION RECOVERY (1962)
 EJ2013
 EJ2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ2013'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 EJ2013'GOOD CONDITION.  THE STATION WAS REACHED BY FOLLOWING THE WOODS
 EJ2013'ROAD EAST FROM THE HIGHWAY FOR ABOUT 0.25 MILE THEN BY WALKING
 EJ2013'SOUTHEAST FOR ABOUT 0.35 MILE TO TOP OF RIDGE AND STATION.
 EJ2013
 EJ2013                          STATION RECOVERY (1969)
 EJ2013
 EJ2013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ2013'RECOVERED IN GOOD CONDITION.
 EJ2013
 EJ2013                          STATION RECOVERY (2004)
 EJ2013
 EJ2013'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EJ2013'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED. A STONE QUARRY NOW
 EJ2013'OCCUPIES THIS SITE SO IT IS PRESUMED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0306 ***********************************************************************
 EJ0306  DESIGNATION -  KIRK
 EJ0306  PID         -  EJ0306
 EJ0306  STATE/COUNTY-  AR/PULASKI
 EJ0306  USGS QUAD   -  MC ALMONT (1986)
 EJ0306
 EJ0306                         *CURRENT SURVEY CONTROL
 EJ0306  ___________________________________________________________________
 EJ0306* NAD 83(1986)-  34 48 19.     (N)    092 11 05.     (W)     SCALED    
 EJ0306* NAVD 88     -        82.98   (+/-2cm)     272.2    (feet)  VERTCON   
 EJ0306  ___________________________________________________________________
 EJ0306  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EJ0306
 EJ0306  VERT ORDER  -  ? (See Below)
 EJ0306
 EJ0306.The horizontal coordinates were scaled from a topographic map and have
 EJ0306.an estimated accuracy of +/- 6 seconds.
 EJ0306
 EJ0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0306.The vertical order pertains to the NGVD 29 superseded value.
 EJ0306
 EJ0306.The geoid height was determined by GEOID03.
 EJ0306
 EJ0306;                    North         East    Units  Estimated Accuracy
 EJ0306;SPC AR S     -   637,220.      383,100.      MT  (+/- 180 meters Scaled)
 EJ0306
 EJ0306                          SUPERSEDED SURVEY CONTROL
 EJ0306
 EJ0306  NGVD 29 (??/??/92)   83.021  (m)          272.38   (f) ADJ UNCH    ?  
 EJ0306
 EJ0306.Superseded values are not recommended for survey control.
 EJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0306.See file dsdata.txt to determine how the superseded data were derived.
 EJ0306
 EJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU745517(NAD 83)
 EJ0306_MARKER: DD = SURVEY DISK
 EJ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0306_STAMPING: KIRK 1937
 EJ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0306+STABILITY: SURFACE MOTION
 EJ0306
 EJ0306  HISTORY     - Date     Condition        Report By
 EJ0306  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0306  HISTORY     - 1955     GOOD             NGS
 EJ0306  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0306  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0306
 EJ0306                          STATION DESCRIPTION
 EJ0306
 EJ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0306'5.6 MI NE FROM NORTH LITTLE ROCK.
 EJ0306'5.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0306'LOCUST STREET VIADUCT AT NORTH LITTLE ROCK, AT MCALMONT, 37 FEET NORTH
 EJ0306'OF POLE 338+08, 97 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67
 EJ0306'W, 62 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MATTIE MEECHER
 EJ0306'RESIDENCE, AND 16 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 EJ0306'SOUTHEAST TRACK.  A STATE SURVEY STANDARD DISK, STAMPED KIRK 1937 AND
 EJ0306'SET IN THE TOP OF A CONCRETE POST.
 EJ0306
 EJ0306                          STATION RECOVERY (1989)
 EJ0306
 EJ0306'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0306'MARK NOT FOUND.
 EJ0306
 EJ0306                          STATION RECOVERY (1990)
 EJ0306
 EJ0306'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0244 ***********************************************************************
 EJ0244  DESIGNATION -  KIT
 EJ0244  PID         -  EJ0244
 EJ0244  STATE/COUNTY-  AR/PULASKI
 EJ0244  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0244
 EJ0244                         *CURRENT SURVEY CONTROL
 EJ0244  ___________________________________________________________________
 EJ0244* NAD 83(1986)-  34 52 29.     (N)    092 28 48.     (W)     SCALED    
 EJ0244* NAVD 88     -        84.719  (meters)     277.95   (feet)  ADJUSTED  
 EJ0244  ___________________________________________________________________
 EJ0244  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EJ0244  DYNAMIC HT  -          84.639 (meters)     277.69  (feet)  COMP
 EJ0244  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 EJ0244
 EJ0244  VERT ORDER  -  SECOND    CLASS 0
 EJ0244
 EJ0244.The horizontal coordinates were scaled from a topographic map and have
 EJ0244.an estimated accuracy of +/- 6 seconds.
 EJ0244
 EJ0244.The orthometric height was determined by differential leveling
 EJ0244.and adjusted by the National Geodetic Survey in June 1991..
 EJ0244
 EJ0244.The geoid height was determined by GEOID03.
 EJ0244
 EJ0244.The dynamic height is computed by dividing the NAVD 88
 EJ0244.geopotential number by the normal gravity value computed on the
 EJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0244.degrees latitude (g = 980.6199 gals.).
 EJ0244
 EJ0244.The modeled gravity was interpolated from observed gravity values.
 EJ0244
 EJ0244;                    North         East    Units  Estimated Accuracy
 EJ0244;SPC AR S     -   645,010.      356,110.      MT  (+/- 180 meters Scaled)
 EJ0244
 EJ0244                          SUPERSEDED SURVEY CONTROL
 EJ0244
 EJ0244  NGVD 29 (??/??/92)   84.764  (m)          278.10   (f) ADJ UNCH    2 0
 EJ0244
 EJ0244.Superseded values are not recommended for survey control.
 EJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0244.See file dsdata.txt to determine how the superseded data were derived.
 EJ0244
 EJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU475592(NAD 83)
 EJ0244_MARKER: DB = BENCH MARK DISK
 EJ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0244_STAMPING: KIT 1934
 EJ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0244+STABILITY: SURFACE MOTION
 EJ0244
 EJ0244  HISTORY     - Date     Condition        Report By
 EJ0244  HISTORY     - 1934     MONUMENTED       CGS
 EJ0244  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0244  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0244
 EJ0244                          STATION DESCRIPTION
 EJ0244
 EJ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0244'2.6 MI S FROM ROLAND.
 EJ0244'2.6 MILES SOUTH OF, ALONG C.R.I. AND P. RY. FROM STATION ABOUT 375
 EJ0244'FEET SOUTHWEST OF M.P.157.  ABOUT 110 FEET NORTHEAST OF NORTHEAST OF
 EJ0244'CENTERLINE OF COUNTY ROAD.  18.2 FEET NORTHEAST OF CENTERLINE OF FARM
 EJ0244'ROAD AT RAILROAD CROSSING.  5 FEET SOUTHEAST OF CENTERLINE OF FARM
 EJ0244'ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0244
 EJ0244                          STATION RECOVERY (1960)
 EJ0244
 EJ0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0244'MARK NOT FOUND.
 EJ0244
 EJ0244                          STATION RECOVERY (1989)
 EJ0244
 EJ0244'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0227 ***********************************************************************
 GE0227  DESIGNATION -  KNOBEL
 GE0227  PID         -  GE0227
 GE0227  STATE/COUNTY-  AR/CLAY
 GE0227  USGS QUAD   -  KNOBEL (1993)
 GE0227
 GE0227                         *CURRENT SURVEY CONTROL
 GE0227  ___________________________________________________________________
 GE0227* NAD 83(1997)-  36 19 25.35786(N)    090 35 49.75439(W)     ADJUSTED  
 GE0227* NAVD 88     -        85.538  (meters)     280.64   (feet)  ADJUSTED  
 GE0227  ___________________________________________________________________
 GE0227  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GE0227  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GE0227  DYNAMIC HT  -          85.469 (meters)     280.41  (feet)  COMP
 GE0227  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GE0227
 GE0227  HORZ ORDER  -  SECOND
 GE0227  VERT ORDER  -  FIRST     CLASS II
 GE0227
 GE0227.The horizontal coordinates were established by classical geodetic methods
 GE0227.and adjusted by the National Geodetic Survey in September 1999..
 GE0227
 GE0227.The orthometric height was determined by differential leveling
 GE0227.and adjusted by the National Geodetic Survey in June 1991..
 GE0227
 GE0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0227
 GE0227.The geoid height was determined by GEOID03.
 GE0227
 GE0227.The dynamic height is computed by dividing the NAVD 88
 GE0227.geopotential number by the normal gravity value computed on the
 GE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0227.degrees latitude (g = 980.6199 gals.).
 GE0227
 GE0227.The modeled gravity was interpolated from observed gravity values.
 GE0227
 GE0227;                    North         East     Units Scale Factor Converg.
 GE0227;SPC AR N     -   221,722.072   525,964.972   MT  1.00001912   +0 48 58.7
 GE0227;SPC AR N     -   727,433.16  1,725,603.41   sFT  1.00001912   +0 48 58.7
 GE0227;UTM  15      - 4,022,533.645   715,693.311   MT  1.00017325   +1 25 25.9
 GE0227
 GE0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0227!SPC AR N     -   0.99999105  x   1.00001912  =   1.00001017
 GE0227!UTM  15      -   0.99999105  x   1.00017325  =   1.00016430
 GE0227
 GE0227:                Primary Azimuth Mark                     Grid Az
 GE0227:SPC AR N     -  CORNING MUNICIPAL TANK                   008 57 47.2
 GE0227:UTM  15      -  CORNING MUNICIPAL TANK                   008 21 20.0
 GE0227
 GE0227|---------------------------------------------------------------------|
 GE0227| PID    Reference Object                     Distance      Geod. Az  |
 GE0227|                                                           dddmmss.s |
 GE0227| GE1019 CORNING MUNICIPAL TANK              APPROX. 9.9 KM 0094645.9 |
 GE0227| GE0230 KNOBEL AZ MK                                       0884242.1 |
 GE0227| GE0228 KNOBEL RM 1                          25.888 METERS 23259     |
 GE0227| GE0229 KNOBEL RM 2                          23.449 METERS 29245     |
 GE0227|---------------------------------------------------------------------|
 GE0227
 GE0227                          SUPERSEDED SURVEY CONTROL
 GE0227
 GE0227  NAD 83(1986)-  36 19 25.36540(N)    090 35 49.75471(W) AD(       ) 2
 GE0227  NAD 27      -  36 19 25.13850(N)    090 35 49.35810(W) AD(       ) 2
 GE0227  NGVD 29 (??/??/92)   85.529  (m)          280.61   (f) ADJ UNCH    1 2
 GE0227
 GE0227.Superseded values are not recommended for survey control.
 GE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0227.See file dsdata.txt to determine how the superseded data were derived.
 GE0227
 GE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1569322534(NAD 83)
 GE0227_MARKER: DS = TRIANGULATION STATION DISK
 GE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0227_STAMPING: KNOBEL 1955
 GE0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0227+STABILITY: SURFACE MOTION
 GE0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0227+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GE0227
 GE0227  HISTORY     - Date     Condition        Report By
 GE0227  HISTORY     - 1955     MONUMENTED       CGS
 GE0227  HISTORY     - 1956     GOOD             NGS
 GE0227  HISTORY     - 19980429 GOOD             USACE
 GE0227  HISTORY     - 20020917 GOOD             USACE
 GE0227
 GE0227                          STATION DESCRIPTION
 GE0227
 GE0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0227'THE STATION IS LOCATED IN THE NORTHEAST PART OF KNOBEL, 119
 GE0227'FEET NORTH OF A 36 INCH OAK TREE, 101.6 FEET NORTHWEST OF THE
 GE0227'NORTHWEST CORNER OF A BRICK HOUSE, 49 FEET SOUTH OF THE CENTER
 GE0227'OF STATE HIGHWAY 90 AND 35 FEET WEST OF THE CENTER OF A GRAVELED
 GE0227'STREET.
 GE0227'
 GE0227'TO REACH THE STATION FROM THE POST OFFICE IN KNOBEL, GO NORTH
 GE0227'AND EAST ON STATE HIGHWAY 90 FOR 0.35 MILE TO THE STATION ON
 GE0227'THE RIGHT, CONTINUE EAST ON THE HIGHWAY FOR 0.25 MILE TO
 GE0227'THE AZIMUTH MARK ON THE LEFT.
 GE0227'
 GE0227'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE0227'STAMPED KNOBEL 1955.
 GE0227'
 GE0227'REFERENCE MARK 1 IS 63 FEET NORTHWEST OF THE CENTER OF THE
 GE0227'GRAVELED STREET AND 46 FEET NORTH OF THE 36 INCH OAK TREE.
 GE0227'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GE0227'KNOBEL NO 1 1955.
 GE0227'
 GE0227'REFERENCE MARK 2 IS 76 FEET SOUTHEAST OF A TRANSFORMER POLE
 GE0227'AND 25 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK IS
 GE0227'FLUSH WITH THE GROUND AND THE DISK IS STAMPED KNOBEL NO 2
 GE0227'1955.
 GE0227'
 GE0227'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 GE0227'3 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND 3 FEET
 GE0227'SOUTHEAST OF A GATEPOST.  THE MARK PROJECTS 6 INCHES AND THE
 GE0227'DISK IS STAMPED KNOBEL 1955.
 GE0227'
 GE0227'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0227
 GE0227                          STATION RECOVERY (1956)
 GE0227
 GE0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GE0227'AT KNOBEL.
 GE0227'AT KNOBEL, ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 90 FROM
 GE0227'THE MISSOURI PACIFIC RAILROAD STATION, IN THE EAST CORNER OF A
 GE0227'SMALL CULTIVATED PLOT, AT THE JUNCTION OF A STREET LEADING
 GE0227'SOUTHWEST, 47 FEET SOUTH OF CENTER LINE OF HIGHWAY, 38 FEET
 GE0227'NORTHWEST OF CENTER LINE OF STREET SOUTHWEST, 101 1/2 FEET
 GE0227'NORTH-NORTHWEST AND ACROSS STREET SOUTHWEST FROM A STONE HOUSE
 GE0227'WITH BRICK FRONT, 121 FEET NORTH-NORTHEAST OF A 50-INCH OAK TREE,
 GE0227'83.95 FEET NORTHEAST OF RM NO. 1, 76.96 FEET EAST-SOUTHEAST OF RM NO.
 GE0227'2, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 GE0227'CONCRETE POST ABOUT FLUSH WITH GROUND.
 GE0227
 GE0227                          STATION RECOVERY (1998)
 GE0227
 GE0227'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1998 (JPG)
 GE0227'MARK IS 1 FOOT NORTH OF A STRONG BURIED MAGNETIC SIGNAL IN A SMALL
 GE0227'DEPRESSION.
 GE0227
 GE0227                          STATION RECOVERY (2002)
 GE0227
 GE0227'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0227'THE STATION IS FLUSH WITH GROUND, BUT COVERED BY PINE NEEDLES.
 GE0227'LOCATED BETWEEN ROWS OF PINE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0230 ***********************************************************************
 GE0230  DESIGNATION -  KNOBEL AZ MK
 GE0230  PID         -  GE0230
 GE0230  STATE/COUNTY-  AR/CLAY
 GE0230  USGS QUAD   -  KNOBEL (1993)
 GE0230
 GE0230                         *CURRENT SURVEY CONTROL
 GE0230  ___________________________________________________________________
 GE0230* NAD 83(1986)-  36 19 24.     (N)    090 35 32.     (W)     SCALED    
 GE0230* NAVD 88     -        85.139  (meters)     279.33   (feet)  ADJUSTED  
 GE0230  ___________________________________________________________________
 GE0230  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GE0230  DYNAMIC HT  -          85.070 (meters)     279.10  (feet)  COMP
 GE0230  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GE0230
 GE0230  VERT ORDER  -  FIRST     CLASS II
 GE0230
 GE0230.The horizontal coordinates were scaled from a topographic map and have
 GE0230.an estimated accuracy of +/- 6 seconds.
 GE0230
 GE0230.The orthometric height was determined by differential leveling
 GE0230.and adjusted by the National Geodetic Survey in June 1991..
 GE0230
 GE0230.The geoid height was determined by GEOID03.
 GE0230
 GE0230.The dynamic height is computed by dividing the NAVD 88
 GE0230.geopotential number by the normal gravity value computed on the
 GE0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0230.degrees latitude (g = 980.6199 gals.).
 GE0230
 GE0230.The modeled gravity was interpolated from observed gravity values.
 GE0230
 GE0230;                    North         East    Units  Estimated Accuracy
 GE0230;SPC AR N     -   221,690.      526,410.      MT  (+/- 180 meters Scaled)
 GE0230
 GE0230                          SUPERSEDED SURVEY CONTROL
 GE0230
 GE0230  NGVD 29 (??/??/92)   85.130  (m)          279.30   (f) ADJ UNCH    1 2
 GE0230
 GE0230.Superseded values are not recommended for survey control.
 GE0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0230.See file dsdata.txt to determine how the superseded data were derived.
 GE0230
 GE0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA161225(NAD 83)
 GE0230_MARKER: DZ = AZIMUTH MARK DISK
 GE0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0230_STAMPING: KNOBEL 1955
 GE0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0230+STABILITY: SURFACE MOTION
 GE0230
 GE0230  HISTORY     - Date     Condition        Report By
 GE0230  HISTORY     - 1955     MONUMENTED       CGS
 GE0230  HISTORY     - 1956     GOOD             NGS
 GE0230
 GE0230                          STATION DESCRIPTION
 GE0230
 GE0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0230'0.8 MI NE FROM KNOBEL.
 GE0230'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 90 FROM THE MISSOURI
 GE0230'PACIFIC RAILROAD, 34 FEET NORTH OF CENTER LINE OF HIGHWAY, 39
 GE0230'FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY AT EAST END OF
 GE0230'BLACK TOP, 11 FEET EAST OF CENTER OF A FARM GATE, 3 1/2 FEET
 GE0230'WEST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET SOUTH OF A FENCE
 GE0230'LINE, ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP
 GE0230'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0228 ***********************************************************************
 GE0228  DESIGNATION -  KNOBEL RM 1
 GE0228  PID         -  GE0228
 GE0228  STATE/COUNTY-  AR/CLAY
 GE0228  USGS QUAD   -  KNOBEL (1993)
 GE0228
 GE0228                         *CURRENT SURVEY CONTROL
 GE0228  ___________________________________________________________________
 GE0228* NAD 83(1986)-  36 19 25.     (N)    090 35 49.     (W)     SCALED    
 GE0228* NAVD 88     -        85.581  (meters)     280.78   (feet)  ADJUSTED  
 GE0228  ___________________________________________________________________
 GE0228  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GE0228  DYNAMIC HT  -          85.512 (meters)     280.55  (feet)  COMP
 GE0228  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GE0228
 GE0228  VERT ORDER  -  FIRST     CLASS II
 GE0228
 GE0228.The horizontal coordinates were scaled from a topographic map and have
 GE0228.an estimated accuracy of +/- 6 seconds.
 GE0228
 GE0228.The orthometric height was determined by differential leveling
 GE0228.and adjusted by the National Geodetic Survey in June 1991..
 GE0228
 GE0228.The geoid height was determined by GEOID03.
 GE0228
 GE0228.The dynamic height is computed by dividing the NAVD 88
 GE0228.geopotential number by the normal gravity value computed on the
 GE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0228.degrees latitude (g = 980.6199 gals.).
 GE0228
 GE0228.The modeled gravity was interpolated from observed gravity values.
 GE0228
 GE0228;                    North         East    Units  Estimated Accuracy
 GE0228;SPC AR N     -   221,710.      525,980.      MT  (+/- 180 meters Scaled)
 GE0228
 GE0228                          SUPERSEDED SURVEY CONTROL
 GE0228
 GE0228  NGVD 29 (??/??/92)   85.572  (m)          280.75   (f) ADJ UNCH    1 2
 GE0228
 GE0228.Superseded values are not recommended for survey control.
 GE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0228.See file dsdata.txt to determine how the superseded data were derived.
 GE0228
 GE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA157225(NAD 83)
 GE0228_MARKER: DR = REFERENCE MARK DISK
 GE0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0228_STAMPING: KNOBEL NO 1 1955
 GE0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0228+STABILITY: SURFACE MOTION
 GE0228
 GE0228  HISTORY     - Date     Condition        Report By
 GE0228  HISTORY     - 1955     MONUMENTED       CGS
 GE0228  HISTORY     - 1956     GOOD             NGS
 GE0228
 GE0228                          STATION DESCRIPTION
 GE0228
 GE0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0228'AT KNOBEL.
 GE0228'AT KNOBEL, ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 90 FROM
 GE0228'THE MISSOURI PACIFIC RAILROAD STATION, AT THE JUNCTION OF A
 GE0228'STREET LEADING SOUTHWEST, 61 FEET NORTHWEST OF CENTER LINE OF
 GE0228'STREET SOUTHWEST, 81 FEET SOUTH OF RM NO. 2, 83.95 FEET SOUTHWEST
 GE0228'OF STATION MARK, 49 FEET NORTH-NORTHWEST OF A 50-INCH OAK TREE,
 GE0228'ABOUT LEVEL WITH STREET AND SET IN THE TOP OF A CONCRETE POST
 GE0228'ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0229 ***********************************************************************
 GE0229  DESIGNATION -  KNOBEL RM 2
 GE0229  PID         -  GE0229
 GE0229  STATE/COUNTY-  AR/CLAY
 GE0229  USGS QUAD   -  KNOBEL (1993)
 GE0229
 GE0229                         *CURRENT SURVEY CONTROL
 GE0229  ___________________________________________________________________
 GE0229* NAD 83(1986)-  36 19 25.     (N)    090 35 49.     (W)     SCALED    
 GE0229* NAVD 88     -        85.523  (meters)     280.59   (feet)  ADJUSTED  
 GE0229  ___________________________________________________________________
 GE0229  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GE0229  DYNAMIC HT  -          85.454 (meters)     280.36  (feet)  COMP
 GE0229  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GE0229
 GE0229  VERT ORDER  -  FIRST     CLASS II
 GE0229
 GE0229.The horizontal coordinates were scaled from a topographic map and have
 GE0229.an estimated accuracy of +/- 6 seconds.
 GE0229
 GE0229.The orthometric height was determined by differential leveling
 GE0229.and adjusted by the National Geodetic Survey in June 1991..
 GE0229
 GE0229.The geoid height was determined by GEOID03.
 GE0229
 GE0229.The dynamic height is computed by dividing the NAVD 88
 GE0229.geopotential number by the normal gravity value computed on the
 GE0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0229.degrees latitude (g = 980.6199 gals.).
 GE0229
 GE0229.The modeled gravity was interpolated from observed gravity values.
 GE0229
 GE0229;                    North         East    Units  Estimated Accuracy
 GE0229;SPC AR N     -   221,710.      525,980.      MT  (+/- 180 meters Scaled)
 GE0229
 GE0229                          SUPERSEDED SURVEY CONTROL
 GE0229
 GE0229  NGVD 29 (??/??/92)   85.514  (m)          280.56   (f) ADJ UNCH    1 2
 GE0229
 GE0229.Superseded values are not recommended for survey control.
 GE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0229.See file dsdata.txt to determine how the superseded data were derived.
 GE0229
 GE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA157225(NAD 83)
 GE0229_MARKER: DR = REFERENCE MARK DISK
 GE0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0229_STAMPING: KNOBEL NO 2 1955
 GE0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0229+STABILITY: SURFACE MOTION
 GE0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0229+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1998
 GE0229
 GE0229  HISTORY     - Date     Condition        Report By
 GE0229  HISTORY     - 1955     MONUMENTED       CGS
 GE0229  HISTORY     - 1956     GOOD             NGS
 GE0229  HISTORY     - 19980429 GOOD             USACE
 GE0229
 GE0229                          STATION DESCRIPTION
 GE0229
 GE0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0229'AT KNOBEL.
 GE0229'AT KNOBEL, ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 90 FROM
 GE0229'THE MISSOURI PACIFIC RAILROAD STATION, 24 FEET SOUTH OF CENTER
 GE0229'LINE OF HIGHWAY, 75 FEET SOUTHEAST AND ACROSS HIGHWAY FROM A
 GE0229'POWER POLE WITH TRANSFORMER, 81 FEET NORTH OF RM NO. 1, 76.96
 GE0229'FEET WEST-NORTHWEST OF STATION MARK, ABOUT 1 FOOT BELOW LEVEL OF
 GE0229'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 GE0229'GROUND.
 GE0229
 GE0229                          STATION RECOVERY (1998)
 GE0229
 GE0229'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1998 (JPG)
 GE0229'MARK IS IN A SLIGHT DEPRESSION IN A LINE OF HIGHWAY REFLECTOR POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2812 ***********************************************************************
 EH2812  DESIGNATION -  KNOWLTON
 EH2812  PID         -  EH2812
 EH2812  STATE/COUNTY-  AR/DESHA
 EH2812  USGS QUAD   -  LACONIA (1982)
 EH2812
 EH2812                         *CURRENT SURVEY CONTROL
 EH2812  ___________________________________________________________________
 EH2812* NAD 83(1997)-  34 04 21.68464(N)    090 55 39.47313(W)     ADJUSTED  
 EH2812* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 EH2812  ___________________________________________________________________
 EH2812  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EH2812  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH2812
 EH2812  HORZ ORDER  -  SECOND
 EH2812
 EH2812.The horizontal coordinates were established by classical geodetic methods
 EH2812.and adjusted by the National Geodetic Survey in September 1999..
 EH2812
 EH2812.The orthometric height was scaled from a topographic map.
 EH2812
 EH2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2812
 EH2812.The geoid height was determined by GEOID03.
 EH2812
 EH2812;                    North         East     Units Scale Factor Converg.
 EH2812;SPC AR S     -   556,463.561   498,976.216   MT  0.99991869   +0 36 00.7
 EH2812;SPC AR S     - 1,825,664.20  1,637,057.80   sFT  0.99991869   +0 36 00.7
 EH2812;UTM  15      - 3,772,153.814   691,231.225   MT  1.00005081   +1 09 41.0
 EH2812
 EH2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2812!SPC AR S     -   0.99999664  x   0.99991869  =   0.99991533
 EH2812!UTM  15      -   0.99999664  x   1.00005081  =   1.00004745
 EH2812
 EH2812|---------------------------------------------------------------------|
 EH2812| PID    Reference Object                     Distance      Geod. Az  |
 EH2812|                                                           dddmmss.s |
 EH2812| CY6812 KNOWLTON RM 1                        23.587 METERS 00802     |
 EH2812| CY6813 KNOWLTON RM 2                        23.965 METERS 28418     |
 EH2812| CY6811 KNOWLTON AZ MK                                     3501433.0 |
 EH2812|---------------------------------------------------------------------|
 EH2812
 EH2812                          SUPERSEDED SURVEY CONTROL
 EH2812
 EH2812  NAD 83(1997)-  34 04 21.68521(N)    090 55 39.47295(W) AD(       ) 2
 EH2812  NAD 83(1986)-  34 04 21.69244(N)    090 55 39.46916(W) AD(       ) 2
 EH2812  NAD 27      -  34 04 21.30899(N)    090 55 39.08358(W) AD(       ) 2
 EH2812
 EH2812.Superseded values are not recommended for survey control.
 EH2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2812.See file dsdata.txt to determine how the superseded data were derived.
 EH2812
 EH2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9123172154(NAD 83)
 EH2812_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EH2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2812+STABILITY: SURFACE MOTION
 EH2812
 EH2812  HISTORY     - Date     Condition        Report By
 EH2812  HISTORY     - 1964     MONUMENTED       CGS
 EH2812  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH2812
 EH2812                          STATION DESCRIPTION
 EH2812
 EH2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2812'THE STATION IS 19-1/2 MILES EAST AND 13 MILES NORTH OF
 EH2812'WATSON, 17-1/2 MILES SOUTH AND 4-3/4 MILES WEST OF ELAINE,
 EH2812'6 MILES EAST AND 1 MILE NORTH OF SNOW LAKE, AND ON PROPERTY
 EH2812'CONTROLLED BY THE LEVEE BOARD.
 EH2812'
 EH2812'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 85
 EH2812'AND 44 IN CRUMROD, GO SOUTH ON ROUTE 85 FOR 1.5 MILES TO
 EH2812'A CROSSROAD AND A FARMHOUSE IN THE SOUTHEAST ANGLE.  TURN
 EH2812'LEFT AND GO EASTERLY ON A GRAVEL ROAD FOR 0.8 MILE TO THE TOP
 EH2812'OF A LEVEE.  TURN RIGHT AND GO SOUTHERLY ON THE LEVEE ROAD
 EH2812'FOR 4.1 MILES TO A CATTLEGUARD, AND THE AZIMUTH MARK ON THE
 EH2812'LEFT.  CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.65 MILE TO A
 EH2812'SPUR LEVEE, A WOODEN GATE, AND THE STATION ON THE LEFT.
 EH2812'
 EH2812'STATION MARKS ARE STANDARD DISKS STAMPED KNOWLTON 1964.  THE
 EH2812'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH
 EH2812'WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET SOUTH OF THE
 EH2812'CENTER OF THE LEVEE ROAD, AND 17.5 FEET SOUTH OF A METAL WITNESS
 EH2812'POST AT THE EAST GATE POST.  THE UNDERGROUND DISK IS SET IN AN
 EH2812'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE
 EH2812'GROUND.
 EH2812'
 EH2812'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KNOWLTON NO
 EH2812'1 1964, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EH2812'SURFACE OF THE GROUND.  IT IS 62.5 FEET NORTHEAST OF THE METAL
 EH2812'WITNESS POST AND GATE POST, AND 15 FEET EAST OF THE CENTER
 EH2812'OF THE LEVEE ROAD.
 EH2812'
 EH2812'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KNOWLTON NO 2
 EH2812'1964, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EH2812'SURFACE OF THE GROUND.  IT IS 71 FEET NORTHWEST OF THE METAL
 EH2812'WITNESS POST AND GATE POST, AND 13 FEET NORTH OF THE CENTER
 EH2812'OF THE LEVEE ROAD.
 EH2812'
 EH2812'AZIMUTH MARK, A STANDARD DISK STAMPED KNOWLTON 1964, IS SET
 EH2812'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 EH2812'GROUND.  IT IS 7 FEET EAST OF THE CENTER OF THE LEVEE ROAD,
 EH2812'2.2 FEET SOUTHWEST OF A METAL WITNESS POST, AND 1 FOOT
 EH2812'SOUTH OF A FENCE.
 EH2812'
 EH2812'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2812'
 EH2812'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2812
 EH2812                          STATION RECOVERY (1985)
 EH2812
 EH2812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2812'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 EH2812'WERE MOT RECOVERED.  AREA WAS SEARCHED THREE DIFFERENT TIMES
 EH2812'PEOPELE WITHOUT RESULTS.  THE DIRECTIONS IN THE 1964
 EH2812'DATA DO NOT FIT THE SITE.  ALSO DATA HAD VERY LITTLE
 EH2812'USABLE INFORMATION.  THE CATTLE GUARD AT THE
 EH2812'AZIMUTH MARK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1866 ***********************************************************************
 FG1866  DESIGNATION -  KNOXVILLE
 FG1866  PID         -  FG1866
 FG1866  STATE/COUNTY-  AR/JOHNSON
 FG1866  USGS QUAD   -  CLARKSVILLE (1993)
 FG1866
 FG1866                         *CURRENT SURVEY CONTROL
 FG1866  ___________________________________________________________________
 FG1866* NAD 83(1997)-  35 23 21.40774(N)    093 23 18.39364(W)     ADJUSTED  
 FG1866* NAVD 88     -       190.7    (meters)     626.     (feet)  VERTCON   
 FG1866  ___________________________________________________________________
 FG1866  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 FG1866  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FG1866
 FG1866  HORZ ORDER  -  FIRST
 FG1866
 FG1866.The horizontal coordinates were established by classical geodetic methods
 FG1866.and adjusted by the National Geodetic Survey in September 1999..
 FG1866
 FG1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1866
 FG1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1866
 FG1866.The geoid height was determined by GEOID03.
 FG1866
 FG1866;                    North         East     Units Scale Factor Converg.
 FG1866;SPC AR N     -   118,037.367   273,866.345   MT  0.99994169   -0 48 28.6
 FG1866;SPC AR N     -   387,260.93    898,509.83   sFT  0.99994169   -0 48 28.6
 FG1866;UTM  15      - 3,916,283.373   464,722.562   MT  0.99961534   -0 13 29.9
 FG1866
 FG1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1866!SPC AR N     -   0.99997466  x   0.99994169  =   0.99991635
 FG1866!UTM  15      -   0.99997466  x   0.99961534  =   0.99959001
 FG1866
 FG1866:                Primary Azimuth Mark                     Grid Az
 FG1866:SPC AR N     -  KNOXVILLE AZ MK                          025 30 36.4
 FG1866:UTM  15      -  KNOXVILLE AZ MK                          024 55 37.7
 FG1866
 FG1866|---------------------------------------------------------------------|
 FG1866| PID    Reference Object                     Distance      Geod. Az  |
 FG1866|                                                           dddmmss.s |
 FG1866| CI1826 KNOXVILLE AZ MK                                    0244207.8 |
 FG1866| CI1827 KNOXVILLE AZ MK 2                                  0802223.9 |
 FG1866| CI1828 KNOXVILLE RM 1                       22.155 METERS 08642     |
 FG1866| CI1829 KNOXVILLE RM 2                       19.080 METERS 20336     |
 FG1866|---------------------------------------------------------------------|
 FG1866
 FG1866                          SUPERSEDED SURVEY CONTROL
 FG1866
 FG1866  NAD 83(1997)-  35 23 21.41901(N)    093 23 18.39203(W) AD(       ) 1
 FG1866  NAD 83(1986)-  35 23 21.41888(N)    093 23 18.39150(W) AD(       ) 1
 FG1866  NAD 27      -  35 23 21.11700(N)    093 23 17.74000(W) AD(       ) 1
 FG1866  NGVD 29 (07/19/86)  190.7    (m)          626.     (f) VERT ANG       
 FG1866
 FG1866.Superseded values are not recommended for survey control.
 FG1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1866.See file dsdata.txt to determine how the superseded data were derived.
 FG1866
 FG1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6472316283(NAD 83)
 FG1866_MARKER: DS = TRIANGULATION STATION DISK
 FG1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1866
 FG1866  HISTORY     - Date     Condition        Report By
 FG1866  HISTORY     - 1940     MONUMENTED       CGS
 FG1866  HISTORY     - 1959     GOOD             AEROS
 FG1866  HISTORY     - 1967     GOOD             CGS
 FG1866  HISTORY     - 1971     GOOD             NGS
 FG1866
 FG1866                          STATION DESCRIPTION
 FG1866
 FG1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1866'THE STATION IS LOCATED ABOUT 1.5 MILES NW OF KNOXVILLE, 3.5
 FG1866'MILES S OF LAMAR, NEAR THE WESTERN END, AND HIGHEST PART
 FG1866'OF A LONE HILL.  STATION IS NEAR S EDGE OF A CULTIVATED
 FG1866'FIELD ON THE PROPERTY OF MR. C.M. STEWART OF KNOXVILLE.
 FG1866'
 FG1866'IT IS STAMPED KNOXVILLE 1940 AND PROJECTS ABOUT 6 INCHES
 FG1866'ABOVE THE GROUND.  IT IS 9.0 FEET S OF THE S EDGE OF CULTIVATED
 FG1866'FIELD, 4.8 FEET E OF WHITE REFERENCE POST, AND 20.0 FEET
 FG1866'N OF A 6-INCH OAK TREE.
 FG1866'
 FG1866'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1866'DISKS SET IN CONCRETE.
 FG1866'
 FG1866'REFERENCE MARK NO.1 IS STAMPED KNOXVILLE NO.1, 1940, PROJECTS
 FG1866'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 2.0 FEET HIGHER
 FG1866'THAN THE STATION, 4.0 FEET S OF THE S EDGE OF CULTIVATED
 FG1866'FIELD IN THE N EDGE OF WOODS.
 FG1866'
 FG1866'REFERENCE MARK NO.2, STAMPED KNOXVILLE, NO.2, 1940, AND
 FG1866'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 3.0 FEET
 FG1866'LOWER THAN THE STATION, 69.0 FEET S OF THE S EDGE OF CULTIVATED
 FG1866'FIELD, AND 45.0 FEET S OF A 6-INCH OAK TREE WITH TRIANGLE
 FG1866'BLAZE.
 FG1866'
 FG1866'AZIMUTH MARK IS STAMPED KNOXVILLE 1940, AND PROJECTS ABOUT
 FG1866'6 INCHES ABOVE THE GROUND.  IT IS 27.5 FEET E OF THE CENTER
 FG1866'LINE OF U.S. HIGHWAY NO.64, 3.0 FEET S OF WHITE REFERENCE
 FG1866'POST, AND 1.0 FOOT E OF FENCE LINE.
 FG1866'
 FG1866'TO REACH STATION FROM KNOXVILLE FOLLOW OLD PAVEMENT W AND
 FG1866'THEN N 01.35 MILES TO DIRT ROAD LEADING LEFT (W).  TURN
 FG1866'LEFT (W) AND GO 0.3 MILE TO ROAD THAT LEADS UP HILL JUST
 FG1866'W OF GATE.  TURN LEFT AND GO UP HILL 0.3 MILE TO N EDGE
 FG1866'OF CULTIVATED FIELD.  GO AROUND W EDGE OF FIELD 0.25 MILE
 FG1866'TO STATION ON THE S SIDE OF FIELD AT THE HIGHEST POINT OF
 FG1866'THE HILL.
 FG1866'
 FG1866'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FG1866
 FG1866                          STATION RECOVERY (1959)
 FG1866
 FG1866'RECOVERY NOTE BY AERO SERVICE CORPORATION 1959 (RM)
 FG1866'STATION RECOVERED IN GOOD CONDITION.
 FG1866'
 FG1866'THE AZIMUTH MARK WAS NOT FOUND.
 FG1866
 FG1866                          STATION RECOVERY (1967)
 FG1866
 FG1866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1866'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FG1866'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FG1866'NOT FOUND AND THERE ARE NO INTERSECTION STATIONS VISIBLE
 FG1866'TO ESTABLISH A NEW AZIMUTH MARK BY.  FOLLOWING IS A NEW
 FG1866'AND COMPLETE DESCRIPTION.
 FG1866'
 FG1866'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF LAMAR,
 FG1866'1-1/2 MILES NORTHWEST OF KNOXVILLE AND ON THE HIGHEST PART
 FG1866'OF A HILL OWNED BY MR. BUDDY BROCK.
 FG1866'
 FG1866'TO REACH FROM THE POST OFFICE IN KNOXVILLE, GO NORTHWESTERLY
 FG1866'ON U.S. HIGHWAY 64 FOR 1.9 MILES TO A CROSSROAD.  TURN LEFT
 FG1866'AND GO WEST ON GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD
 FG1866'LEFT.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD ALONG THE
 FG1866'EAST SIDE OF RAILROAD TRACKS FOR 0.75 MILE TO A RAILROAD
 FG1866'CROSSING.  CROSS RAILROAD TRACKS AND CONTINUE SOUTH ON THE
 FG1866'GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 FG1866'AND GO WEST ON DIRT ROAD FOR 0.3 MILE TO A CATTLE GUARD
 FG1866'AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTH ALONG
 FG1866'OLD WOODS ROAD FOR ABOUT 1/2 MILE TO THE HIGHEST POINT AND
 FG1866'STATION AT THE SOUTH EDGE OF AN OLD PEACH ORCHARD.
 FG1866'
 FG1866'STATION MARK IS A STANDARD DISK, STAMPED KNOXVILLE 1940,
 FG1866'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 FG1866'IT IS 20 FEET NORTH OF A 10 INCH OAK TREE WITH WITNESS SIGN
 FG1866'NAILED TO THE NORTH SIDE, 15 FEET SOUTH OF THE SOUTH EDGE
 FG1866'OF THE OLD PEACH ORCHARD AND 3 FEET SOUTH OF A FENCE.
 FG1866'
 FG1866'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KNOXVILLE NO
 FG1866'1 1940, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 FG1866'4 INCHES.  IT IS 13 FEET SOUTH OF THE SOUTH EDGE OF THE
 FG1866'PEACH ORCHARD, 3 FEET NORTH OF THE FENCE, 2 FEET WEST OF A
 FG1866'SMALL CHINA BERRY TREE AND ABOUT THE SAME ELEVATION AS THE
 FG1866'STATION.
 FG1866'
 FG1866'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KNOXVILLE NO
 FG1866'2 1940, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 FG1866'2 INCHES.  IT IS 73 FEET SOUTH OF THE SOUTH EDGE OF THE PEACH
 FG1866'ORCHARD, 6 FEET WEST OF AN 8 INCH OAK TREE WITH WITNESS SIGN
 FG1866'NAILED TO THE NORTH SIDE AND ABOUT 3 FEET LOWER THAN THE STATION.
 FG1866
 FG1866                          STATION RECOVERY (1971)
 FG1866
 FG1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1866'RM 1-RM 2 OBSTRUCTED BY TREES AND BRUSH.
 FG1866'
 FG1866'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 FG1866'IN GOOD CONDITION.  THE DIRECTIONS AND DISTANCES CHECKED TO BOTH
 FG1866'MARKS.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND,
 FG1866'THEREFORE A NEW AZIMUTH MARK WAS ESTABLISHED.
 FG1866'
 FG1866'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1866'
 FG1866'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 4-1/2 MILES EAST OF
 FG1866'CLARKSVILLE, 3-1/2 MILES SOUTH OF LAMAR, 1 MILE NORTH AND 1-1/4
 FG1866'MILES WEST OF KNOXVILLE, IN THE NORTHEAST CORNER OF THE SOUTHEAST
 FG1866'1/4 SECTION OF SECTION 36, T 9 N, R 23 W ON THE HIGHEST POINT,
 FG1866'IN THE SOUTH EDGE OF A PEACH ORCHARD AND ON THE PROPERTY OF MR.
 FG1866'BUDDY BROCK OF CLARKSVILLE TELEPHONE NUMBER 754-3388.
 FG1866'
 FG1866'TO REACH THE STATION FROM THE POST OFFICE IN KNOXVILLE GO NORTH
 FG1866'WESTERLY ON U. S. HIGHWAY 64 FOR 1.9 MILES TO A CROSSROAD.  TURN
 FG1866'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD
 FG1866'LEFT.  TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.9 MILE TO
 FG1866'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON A DIRT ROAD FOR
 FG1866'0.6 MILE TO A TRACK ROAD ON THE LEFT AND A POLE CORRAL ON THE
 FG1866'RIGHT.  TURN LEFT AND GO SOUTH FOLLOWING THE TRACK ROAD ALONG THE
 FG1866'WEST EDGE OF THE ORCHARD FOR 0.4 MILE TO THE SOUTHWEST CORNER OF
 FG1866'THE ORCHARD.  TURN LEFT AND GO EAST ALONG THE SOUTH EDGE OF THE
 FG1866'ORCHARD FOR 0.1 MILE AND THE STATION ON THE RIGHT.
 FG1866'
 FG1866'THE STATION MARK IS A STANDARD DISK, STAMPED KNOXVILLE 1940, SET IN
 FG1866'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FG1866'ABOVE THE GROUND SURFACE.  IT IS 74.6 FEET WEST OF A 2-INCH TREE
 FG1866'WITH A WITNESS POST SIGN ATTACHED, 60 FEET NORTH OF A 6-INCH OAK
 FG1866'TREE WITH A WITNESS POST SIGN ATTACHED AND 2.9 FEET SOUTH OF A
 FG1866'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN AN
 FG1866'IRREGULAR MASS OF CONCRETE.
 FG1866'
 FG1866'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KNOXVILLE NOR 1 1940,
 FG1866'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 FG1866'INCHES ABOVE THE GROUND SURFACE.  IT IS 73.6 FEET EAST OF THE
 FG1866'WITNESS POST, 2.6 FEET WEST OF THE 2 INCH TREE ON THE SOUTH EDGE OF
 FG1866'THE ORCHARD, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1866'
 FG1866'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KNOXVILLE NO 2 1940, SET
 FG1866'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 FG1866'INCH ABOVE THE GROUND SURFACE.  IT IS 65 FEET SOUTH OF THE SOUTH
 FG1866'EDGE OF THE ORCHARD, 65 FEET SOUTH OF THE WITNESS POST, 6.6 FEET
 FG1866'WEST OF THE 6 INCH OAK TREE AND ABOUT 3 FEET LOWER IN ELEVATION
 FG1866'THAN THE STATION.
 FG1866'
 FG1866'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KNOXVILLE 1940 1971, SET
 FG1866'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 FG1866'1 INCH ABOVE THE GROUND SURFACE.  IT IS 6 FEET WEST OF A ROCK CAIRN,
 FG1866'2 FEET NORTH OF A WITNESS POST AND IN THE SOUTHEAST CORNER OF THE
 FG1866'ORCHARD.
 FG1866'
 FG1866'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE SOUTH EDGE
 FG1866'OF THE ORCHARD FOR 0.3 MILE TO THE MARK AHEAD.
 FG1866'
 FG1866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTHWEST
 FG1866'OF KNOXVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0309 ***********************************************************************
 EJ0309  DESIGNATION -  KONE
 EJ0309  PID         -  EJ0309
 EJ0309  STATE/COUNTY-  AR/PULASKI
 EJ0309  USGS QUAD   -  MC ALMONT (1986)
 EJ0309
 EJ0309                         *CURRENT SURVEY CONTROL
 EJ0309  ___________________________________________________________________
 EJ0309* NAD 83(1986)-  34 50 30.     (N)    092 08 24.     (W)     SCALED    
 EJ0309* NAVD 88     -        75.28   (+/-2cm)     247.0    (feet)  VERTCON   
 EJ0309  ___________________________________________________________________
 EJ0309  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EJ0309
 EJ0309  VERT ORDER  -  ? (See Below)
 EJ0309
 EJ0309.The horizontal coordinates were scaled from a topographic map and have
 EJ0309.an estimated accuracy of +/- 6 seconds.
 EJ0309
 EJ0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0309.The vertical order pertains to the NGVD 29 superseded value.
 EJ0309
 EJ0309.The geoid height was determined by GEOID03.
 EJ0309
 EJ0309;                    North         East    Units  Estimated Accuracy
 EJ0309;SPC AR S     -   641,250.      387,200.      MT  (+/- 180 meters Scaled)
 EJ0309
 EJ0309                          SUPERSEDED SURVEY CONTROL
 EJ0309
 EJ0309  NGVD 29 (??/??/92)   75.308  (m)          247.07   (f) ADJ UNCH    ?  
 EJ0309
 EJ0309.Superseded values are not recommended for survey control.
 EJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0309.See file dsdata.txt to determine how the superseded data were derived.
 EJ0309
 EJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU786558(NAD 83)
 EJ0309_MARKER: DD = SURVEY DISK
 EJ0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0309_STAMPING: KONE 1937
 EJ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0309+STABILITY: SURFACE MOTION
 EJ0309
 EJ0309  HISTORY     - Date     Condition        Report By
 EJ0309  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0309  HISTORY     - 1955     GOOD             NGS
 EJ0309
 EJ0309                          STATION DESCRIPTION
 EJ0309
 EJ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0309'2.5 MI SW FROM JACKSONVILLE.
 EJ0309'2.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0309'STATION AT JACKSONVILLE, AT A CURVE, 76.5 FEET WEST OF POLE 334+23, 17
 EJ0309'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 31
 EJ0309'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 EJ0309'DISK, STAMPED KONE 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0310 ***********************************************************************
 EJ0310  DESIGNATION -  KOOL
 EJ0310  PID         -  EJ0310
 EJ0310  STATE/COUNTY-  AR/PULASKI
 EJ0310  USGS QUAD   -  JACKSONVILLE (1987)
 EJ0310
 EJ0310                         *CURRENT SURVEY CONTROL
 EJ0310  ___________________________________________________________________
 EJ0310* NAD 83(1986)-  34 51 07.     (N)    092 07 19.     (W)     SCALED    
 EJ0310* NAVD 88     -        79.61   (+/-2cm)     261.2    (feet)  VERTCON   
 EJ0310  ___________________________________________________________________
 EJ0310  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EJ0310
 EJ0310  VERT ORDER  -  ? (See Below)
 EJ0310
 EJ0310.The horizontal coordinates were scaled from a topographic map and have
 EJ0310.an estimated accuracy of +/- 6 seconds.
 EJ0310
 EJ0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0310.The vertical order pertains to the NGVD 29 superseded value.
 EJ0310
 EJ0310.The geoid height was determined by GEOID03.
 EJ0310
 EJ0310;                    North         East    Units  Estimated Accuracy
 EJ0310;SPC AR S     -   642,390.      388,850.      MT  (+/- 180 meters Scaled)
 EJ0310
 EJ0310                          SUPERSEDED SURVEY CONTROL
 EJ0310
 EJ0310  NGVD 29 (??/??/92)   79.640  (m)          261.29   (f) ADJ UNCH    ?  
 EJ0310
 EJ0310.Superseded values are not recommended for survey control.
 EJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0310.See file dsdata.txt to determine how the superseded data were derived.
 EJ0310
 EJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU802569(NAD 83)
 EJ0310_MARKER: DD = SURVEY DISK
 EJ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0310_STAMPING: KOOL 1937
 EJ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0310+STABILITY: SURFACE MOTION
 EJ0310
 EJ0310  HISTORY     - Date     Condition        Report By
 EJ0310  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0310  HISTORY     - 1955     GOOD             NGS
 EJ0310
 EJ0310                          STATION DESCRIPTION
 EJ0310
 EJ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0310'1.3 MI SW FROM JACKSONVILLE.
 EJ0310'1.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0310'STATION AT JACKSONVILLE, AT A CURVE, 250 FEET SOUTHWEST OF A DIRT-ROAD
 EJ0310'CROSSING, 56 FEET NORTHEAST OF POLE 333+15, AND 35 FEET SOUTHEAST OF
 EJ0310'THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK.  A STATE SURVEY STANDARD
 EJ0310'DISK, STAMPED KOOL 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1796 ***********************************************************************
 EJ1796  DESIGNATION -  KOONCE
 EJ1796  PID         -  EJ1796
 EJ1796  STATE/COUNTY-  AR/JEFFERSON
 EJ1796  USGS QUAD   -  PINE BLUFF (1984)
 EJ1796
 EJ1796                         *CURRENT SURVEY CONTROL
 EJ1796  ___________________________________________________________________
 EJ1796* NAD 83(1997)-  34 07 44.60435(N)    092 07 10.71945(W)     ADJUSTED  
 EJ1796* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 EJ1796  ___________________________________________________________________
 EJ1796  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 EJ1796  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EJ1796
 EJ1796  HORZ ORDER  -  SECOND
 EJ1796
 EJ1796.The horizontal coordinates were established by classical geodetic methods
 EJ1796.and adjusted by the National Geodetic Survey in September 1999..
 EJ1796
 EJ1796.The orthometric height was scaled from a topographic map.
 EJ1796
 EJ1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1796
 EJ1796.The geoid height was determined by GEOID03.
 EJ1796
 EJ1796;                    North         East     Units Scale Factor Converg.
 EJ1796;SPC AR S     -   562,203.512   388,964.319   MT  0.99991983   -0 04 01.1
 EJ1796;SPC AR S     - 1,844,496.02  1,276,127.10   sFT  0.99991983   -0 04 01.1
 EJ1796;UTM  15      - 3,776,815.605   581,176.979   MT  0.99968123   +0 29 38.3
 EJ1796
 EJ1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1796!SPC AR S     -   0.99998948  x   0.99991983  =   0.99990931
 EJ1796!UTM  15      -   0.99998948  x   0.99968123  =   0.99967071
 EJ1796
 EJ1796|---------------------------------------------------------------------|
 EJ1796| PID    Reference Object                     Distance      Geod. Az  |
 EJ1796|                                                           dddmmss.s |
 EJ1796| CY6815 KOONCE RM 1                          27.046 METERS 13535     |
 EJ1796| CY6814 KOONCE AZ MK                                       2432223.0 |
 EJ1796| CY6816 KOONCE RM 2                          25.113 METERS 26751     |
 EJ1796|---------------------------------------------------------------------|
 EJ1796
 EJ1796                          SUPERSEDED SURVEY CONTROL
 EJ1796
 EJ1796  NAD 83(1986)-  34 07 44.61385(N)    092 07 10.71221(W) AD(       ) 2
 EJ1796  NAD 27      -  34 07 44.25875(N)    092 07 10.19346(W) AD(       ) 2
 EJ1796
 EJ1796.Superseded values are not recommended for survey control.
 EJ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1796.See file dsdata.txt to determine how the superseded data were derived.
 EJ1796
 EJ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8117776816(NAD 83)
 EJ1796_MARKER: DS = TRIANGULATION STATION DISK
 EJ1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1796
 EJ1796  HISTORY     - Date     Condition        Report By
 EJ1796  HISTORY     - 1964     MONUMENTED       CGS
 EJ1796
 EJ1796                          STATION DESCRIPTION
 EJ1796
 EJ1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1796'ABOUT 8 MILES SOUTHWEST OF PINE BLUFF, 4 MILES SOUTH OF SULPHUR
 EJ1796'SPRINGS, IN THE NORTHEAST 1/4 OF SECTION 9, T-7-S, R-10-W,
 EJ1796'AND ON THE PROPERTY OF MR. CARL KOONCE.  IT IS 90 FEET NORTHWEST
 EJ1796'OF A WITNESS POST, 48 FEET NORTHWEST OF THE INTERSECTION OF
 EJ1796'A GRAVELED ROAD AND A WOODS ROAD NORTH, 36 FEET NORTH OF THE
 EJ1796'CENTERLINE OF THE GRAVELED ROAD, AND 34 FEET SOUTHWEST OF
 EJ1796'A 40 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 EJ1796'STAMPED KOONCE 1964.
 EJ1796'
 EJ1796'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 79 AND 65 AT
 EJ1796'THE WEST EDGE OF PINE BLUFF, GO SOUTHWEST ON HIGHWAY 79
 EJ1796'FOR 2.9 MILES TO THE WATSON CHAPEL SCHOOL ON THE RIGHT.  CONTINUE
 EJ1796'SOUTHWEST ON HIGHWAY 79 FOR 5.4 MILES TO A GRAVELED SIDE
 EJ1796'ROAD LEFT.* TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR
 EJ1796'0.15 MILE TO THE STATION ON THE LEFT.
 EJ1796'
 EJ1796'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHWEST
 EJ1796'ON HIGHWAY 79 FOR 0.1 MILE TO A SIDE ROAD RIGHT AND THE
 EJ1796'AZIMUTH MARK ON THE RIGHT.
 EJ1796'
 EJ1796'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF THE
 EJ1796'GRAVELED ROAD, 10 EAST OF A POWER LINE POLE, AND 1 FOOT
 EJ1796'NORTH OF A FENCE AND A WITNESS POST.  THE MONUMENT IS FLUSH
 EJ1796'AND THE DISK IS STAMPED KOONCE NO 1 1964.
 EJ1796'
 EJ1796'REFERENCE MARK 2 IS 33 FEET NORTH OF THE CENTERLINE OF THE
 EJ1796'ROAD AND 8 FEET SOUTHEAST OF A 12 INCH PINE TREE.  THE MONUMENT
 EJ1796'PROJECTS 5 INCHES AND THE DISK IS STAMPED KOONCE NO 2 1964.
 EJ1796'
 EJ1796'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED
 EJ1796'IN A DRILL HOLE IN THE NORTH 1 OF 2 CONCRETE ROAD CULVERTS.
 EJ1796'IT IS 35 FEET NORTHWEST OF THE INTERSECTION OF HIGHWAY 79
 EJ1796'AND A GRAVELED ROAD NORTH, 9 FEET NORTHEAST OF THE CENTERLINE
 EJ1796'OF THE GRAVELED ROAD, AND 1 FOOT SOUTHEAST OF A WITNESS POST.
 EJ1796'THE DISK IS STAMPED KOONCE 1964.
 EJ1796'
 EJ1796'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0303 ***********************************************************************
 EJ0303  DESIGNATION -  KUHN
 EJ0303  PID         -  EJ0303
 EJ0303  STATE/COUNTY-  AR/PULASKI
 EJ0303  USGS QUAD   -  MC ALMONT (1986)
 EJ0303
 EJ0303                         *CURRENT SURVEY CONTROL
 EJ0303  ___________________________________________________________________
 EJ0303* NAD 83(1986)-  34 46 49.     (N)    092 12 39.     (W)     SCALED    
 EJ0303* NAVD 88     -        78.95   (+/-2cm)     259.0    (feet)  VERTCON   
 EJ0303  ___________________________________________________________________
 EJ0303  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ0303
 EJ0303  VERT ORDER  -  ? (See Below)
 EJ0303
 EJ0303.The horizontal coordinates were scaled from a topographic map and have
 EJ0303.an estimated accuracy of +/- 6 seconds.
 EJ0303
 EJ0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0303.The vertical order pertains to the NGVD 29 superseded value.
 EJ0303
 EJ0303.The geoid height was determined by GEOID03.
 EJ0303
 EJ0303;                    North         East    Units  Estimated Accuracy
 EJ0303;SPC AR S     -   634,450.      380,700.      MT  (+/- 180 meters Scaled)
 EJ0303
 EJ0303                          SUPERSEDED SURVEY CONTROL
 EJ0303
 EJ0303  NGVD 29 (??/??/92)   78.990  (m)          259.15   (f) ADJ UNCH    ?  
 EJ0303
 EJ0303.Superseded values are not recommended for survey control.
 EJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0303.See file dsdata.txt to determine how the superseded data were derived.
 EJ0303
 EJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU722489(NAD 83)
 EJ0303_MARKER: DD = SURVEY DISK
 EJ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0303_STAMPING: KUHN 1937
 EJ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0303+STABILITY: SURFACE MOTION
 EJ0303
 EJ0303  HISTORY     - Date     Condition        Report By
 EJ0303  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0303  HISTORY     - 1955     GOOD             NGS
 EJ0303
 EJ0303                          STATION DESCRIPTION
 EJ0303
 EJ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0303'3.3 MI NE FROM NORTH LITTLE ROCK.
 EJ0303'3.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0303'LOCUST STREET VIADUCT AT NORTH LITTLE ROCK, 20 FEET WEST OF POLE
 EJ0303'340+19, 15 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 EJ0303'TRACK, AND 40 FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD.  A
 EJ0303'STATE SURVEY STANDARD DISK, STAMPED KUHN 1937 AND SET IN THE TOP OF A
 EJ0303'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0247 ***********************************************************************
 EJ0247  DESIGNATION -  KUM
 EJ0247  PID         -  EJ0247
 EJ0247  STATE/COUNTY-  AR/PULASKI
 EJ0247  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0247
 EJ0247                         *CURRENT SURVEY CONTROL
 EJ0247  ___________________________________________________________________
 EJ0247* NAD 83(1986)-  34 51 25.     (N)    092 28 09.     (W)     SCALED    
 EJ0247* NAVD 88     -        80.084  (meters)     262.74   (feet)  ADJUSTED  
 EJ0247  ___________________________________________________________________
 EJ0247  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ0247  DYNAMIC HT  -          80.010 (meters)     262.50  (feet)  COMP
 EJ0247  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 EJ0247
 EJ0247  VERT ORDER  -  SECOND    CLASS 0
 EJ0247
 EJ0247.The horizontal coordinates were scaled from a topographic map and have
 EJ0247.an estimated accuracy of +/- 6 seconds.
 EJ0247
 EJ0247.The orthometric height was determined by differential leveling
 EJ0247.and adjusted by the National Geodetic Survey in June 1991..
 EJ0247
 EJ0247.The geoid height was determined by GEOID03.
 EJ0247
 EJ0247.The dynamic height is computed by dividing the NAVD 88
 EJ0247.geopotential number by the normal gravity value computed on the
 EJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0247.degrees latitude (g = 980.6199 gals.).
 EJ0247
 EJ0247.The modeled gravity was interpolated from observed gravity values.
 EJ0247
 EJ0247;                    North         East    Units  Estimated Accuracy
 EJ0247;SPC AR S     -   643,040.      357,100.      MT  (+/- 180 meters Scaled)
 EJ0247
 EJ0247                          SUPERSEDED SURVEY CONTROL
 EJ0247
 EJ0247  NGVD 29 (??/??/92)   80.066  (m)          262.68   (f) ADJ UNCH    2 0
 EJ0247
 EJ0247.Superseded values are not recommended for survey control.
 EJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0247.See file dsdata.txt to determine how the superseded data were derived.
 EJ0247
 EJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU485573(NAD 83)
 EJ0247_MARKER: DB = BENCH MARK DISK
 EJ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0247_STAMPING: KUM 1934
 EJ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0247+STABILITY: SURFACE MOTION
 EJ0247
 EJ0247  HISTORY     - Date     Condition        Report By
 EJ0247  HISTORY     - 1934     MONUMENTED       CGS
 EJ0247  HISTORY     - 1940     GOOD             ARGS
 EJ0247  HISTORY     - 198506   MARK NOT FOUND   USGS
 EJ0247  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0247
 EJ0247                          STATION DESCRIPTION
 EJ0247
 EJ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0247'2.7 MI W FROM PINNACLE.
 EJ0247'2.7 MILES WEST OF, ALONG C.R.I. AND P. RY. FROM STATION ABOUT 0.2 MILE
 EJ0247'SOUTHEAST OF NATURAL STEPS RY. STATION.  92 FEET NORTHEAST OF
 EJ0247'CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  79.5 FEET NORTH
 EJ0247'OF TELEPHONE POLE 155+20.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0247
 EJ0247                          STATION RECOVERY (1940)
 EJ0247
 EJ0247'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1940
 EJ0247'RECOVERED IN GOOD CONDITION.
 EJ0247
 EJ0247                          STATION RECOVERY (1985)
 EJ0247
 EJ0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RRS)
 EJ0247'MARK NOT FOUND.
 EJ0247
 EJ0247                          STATION RECOVERY (1989)
 EJ0247
 EJ0247'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0243 ***********************************************************************
 EJ0243  DESIGNATION -  KUP
 EJ0243  PID         -  EJ0243
 EJ0243  STATE/COUNTY-  AR/PULASKI
 EJ0243  USGS QUAD   -  MAYFLOWER (1987)
 EJ0243
 EJ0243                         *CURRENT SURVEY CONTROL
 EJ0243  ___________________________________________________________________
 EJ0243* NAD 83(1986)-  34 52 33.     (N)    092 28 54.     (W)     SCALED    
 EJ0243* NAVD 88     -        84.075  (meters)     275.84   (feet)  ADJUSTED  
 EJ0243  ___________________________________________________________________
 EJ0243  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EJ0243  DYNAMIC HT  -          83.996 (meters)     275.58  (feet)  COMP
 EJ0243  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 EJ0243
 EJ0243  VERT ORDER  -  SECOND    CLASS 0
 EJ0243
 EJ0243.The horizontal coordinates were scaled from a topographic map and have
 EJ0243.an estimated accuracy of +/- 6 seconds.
 EJ0243
 EJ0243.The orthometric height was determined by differential leveling
 EJ0243.and adjusted by the National Geodetic Survey in June 1991..
 EJ0243
 EJ0243.The geoid height was determined by GEOID03.
 EJ0243
 EJ0243.The dynamic height is computed by dividing the NAVD 88
 EJ0243.geopotential number by the normal gravity value computed on the
 EJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0243.degrees latitude (g = 980.6199 gals.).
 EJ0243
 EJ0243.The modeled gravity was interpolated from observed gravity values.
 EJ0243
 EJ0243;                    North         East    Units  Estimated Accuracy
 EJ0243;SPC AR S     -   645,140.      355,960.      MT  (+/- 180 meters Scaled)
 EJ0243
 EJ0243                          SUPERSEDED SURVEY CONTROL
 EJ0243
 EJ0243  NGVD 29 (??/??/92)   84.120  (m)          275.98   (f) ADJ UNCH    2 0
 EJ0243
 EJ0243.Superseded values are not recommended for survey control.
 EJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0243.See file dsdata.txt to determine how the superseded data were derived.
 EJ0243
 EJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU473593(NAD 83)
 EJ0243_MARKER: DB = BENCH MARK DISK
 EJ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0243_STAMPING: KUP 1934
 EJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0243+STABILITY: SURFACE MOTION
 EJ0243
 EJ0243  HISTORY     - Date     Condition        Report By
 EJ0243  HISTORY     - 1934     MONUMENTED       CGS
 EJ0243  HISTORY     - 19841129 MARK NOT FOUND   USPSQD
 EJ0243
 EJ0243                          STATION DESCRIPTION
 EJ0243
 EJ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0243'2.5 MI S FROM ROLAND.
 EJ0243'2.5 MILES SOUTH OF, ALONG C.R.I. AND P. RY. FROM STATION ABOUT 225
 EJ0243'FEET WEST OF M.P.157.  98.9 FEET NORTH OF CENTERLINE OF COUNTY ROAD.
 EJ0243'17.9 FEET NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.
 EJ0243'TABLET SET IN PRECAST CONCRETE POST.
 EJ0243
 EJ0243                          STATION RECOVERY (1984)
 EJ0243
 EJ0243'RECOVERY NOTE BY US POWER SQUADRON 1984 (DNB)
 EJ0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0311 ***********************************************************************
 EJ0311  DESIGNATION -  KWAA
 EJ0311  PID         -  EJ0311
 EJ0311  STATE/COUNTY-  AR/PULASKI
 EJ0311  USGS QUAD   -  JACKSONVILLE (1987)
 EJ0311
 EJ0311                         *CURRENT SURVEY CONTROL
 EJ0311  ___________________________________________________________________
 EJ0311* NAD 83(1986)-  34 51 55.     (N)    092 06 37.     (W)     SCALED    
 EJ0311* NAVD 88     -        86.618  (meters)     284.18   (feet)  POSTED    
 EJ0311  ___________________________________________________________________
 EJ0311  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EJ0311  DYNAMIC HT  -          86.540 (meters)     283.92  (feet)  COMP
 EJ0311  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EJ0311
 EJ0311  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0311
 EJ0311.The horizontal coordinates were scaled from a topographic map and have
 EJ0311.an estimated accuracy of +/- 6 seconds.
 EJ0311
 EJ0311.The orthometric height was determined by differential leveling
 EJ0311.and adjusted by the National Geodetic Survey in 1992..
 EJ0311.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0311.rate of 0.0 thru 1.0 mm/km.
 EJ0311
 EJ0311.The geoid height was determined by GEOID03.
 EJ0311
 EJ0311.The dynamic height is computed by dividing the NAVD 88
 EJ0311.geopotential number by the normal gravity value computed on the
 EJ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0311.degrees latitude (g = 980.6199 gals.).
 EJ0311
 EJ0311.The modeled gravity was interpolated from observed gravity values.
 EJ0311
 EJ0311;                    North         East    Units  Estimated Accuracy
 EJ0311;SPC AR S     -   643,870.      389,920.      MT  (+/- 180 meters Scaled)
 EJ0311
 EJ0311                          SUPERSEDED SURVEY CONTROL
 EJ0311
 EJ0311  NGVD 29 (??/??/92)   86.650  (m)          284.28   (f) ADJ UNCH    2 0
 EJ0311
 EJ0311.Superseded values are not recommended for survey control.
 EJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0311.See file dsdata.txt to determine how the superseded data were derived.
 EJ0311
 EJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU813584(NAD 83)
 EJ0311_MARKER: DB = BENCH MARK DISK
 EJ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0311_STAMPING: KWAA 1937
 EJ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0311+STABILITY: SURFACE MOTION
 EJ0311
 EJ0311  HISTORY     - Date     Condition        Report By
 EJ0311  HISTORY     - 1937     MONUMENTED       CGS
 EJ0311  HISTORY     - 1955     MARK NOT FOUND   NGS
 EJ0311
 EJ0311                          STATION DESCRIPTION
 EJ0311
 EJ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0311'IN JACKSONVILLE.
 EJ0311'AT JACKSONVILLE, PULASKI COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 EJ0311'ABOUT 300 YARDS SOUTHWEST OF THE STATION, 100 FEET NORTH OF POLE
 EJ0311'332+11, 186 FEET SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 67 AND A
 EJ0311'DIRT ROAD, 68 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 EJ0311'TRACK, AND 33 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 EJ0311'STATE SURVEY STANDARD DISK, STAMPED KWAA 1937 AND SET IN THE TOP OF A
 EJ0311'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0312 ***********************************************************************
 EJ0312  DESIGNATION -  KWAB
 EJ0312  PID         -  EJ0312
 EJ0312  STATE/COUNTY-  AR/PULASKI
 EJ0312  USGS QUAD   -  CABOT (1987)
 EJ0312
 EJ0312                         *CURRENT SURVEY CONTROL
 EJ0312  ___________________________________________________________________
 EJ0312* NAD 83(1986)-  34 53 01.     (N)    092 05 02.     (W)     SCALED    
 EJ0312* NAVD 88     -        79.24   (+/-2cm)     260.0    (feet)  VERTCON   
 EJ0312  ___________________________________________________________________
 EJ0312  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ0312
 EJ0312  VERT ORDER  -  ? (See Below)
 EJ0312
 EJ0312.The horizontal coordinates were scaled from a topographic map and have
 EJ0312.an estimated accuracy of +/- 6 seconds.
 EJ0312
 EJ0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0312.The vertical order pertains to the NGVD 29 superseded value.
 EJ0312
 EJ0312.The geoid height was determined by GEOID03.
 EJ0312
 EJ0312;                    North         East    Units  Estimated Accuracy
 EJ0312;SPC AR S     -   645,900.      392,330.      MT  (+/- 180 meters Scaled)
 EJ0312
 EJ0312                          SUPERSEDED SURVEY CONTROL
 EJ0312
 EJ0312  NGVD 29 (??/??/92)   79.260  (m)          260.04   (f) ADJ UNCH    ?  
 EJ0312
 EJ0312.Superseded values are not recommended for survey control.
 EJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0312.See file dsdata.txt to determine how the superseded data were derived.
 EJ0312
 EJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU837605(NAD 83)
 EJ0312_MARKER: DD = SURVEY DISK
 EJ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0312_STAMPING: KWAB 1937
 EJ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0312+STABILITY: SURFACE MOTION
 EJ0312
 EJ0312  HISTORY     - Date     Condition        Report By
 EJ0312  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0312  HISTORY     - 1955     GOOD             NGS
 EJ0312
 EJ0312                          STATION DESCRIPTION
 EJ0312
 EJ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0312'1.9 MI NE FROM JACKSONVILLE.
 EJ0312'1.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0312'STATION AT JACKSONVILLE, 34 FEET SOUTH OF POLE 330+10, 26 FEET SOUTH
 EJ0312'OF A WHISTLE POST, AND 20.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 EJ0312'THE SOUTHEAST TRACK.  A STATE SURVEY STANDARD DISK, STAMPED KWAB 1937
 EJ0312'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0313 ***********************************************************************
 EJ0313  DESIGNATION -  KWAC
 EJ0313  PID         -  EJ0313
 EJ0313  STATE/COUNTY-  AR/PULASKI
 EJ0313  USGS QUAD   -  CABOT (1987)
 EJ0313
 EJ0313                         *CURRENT SURVEY CONTROL
 EJ0313  ___________________________________________________________________
 EJ0313* NAD 83(1986)-  34 53 13.     (N)    092 04 52.     (W)     SCALED    
 EJ0313* NAVD 88     -        79.05   (+/-2cm)     259.3    (feet)  VERTCON   
 EJ0313  ___________________________________________________________________
 EJ0313  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EJ0313
 EJ0313  VERT ORDER  -  ? (See Below)
 EJ0313
 EJ0313.The horizontal coordinates were scaled from a topographic map and have
 EJ0313.an estimated accuracy of +/- 6 seconds.
 EJ0313
 EJ0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0313.The vertical order pertains to the NGVD 29 superseded value.
 EJ0313
 EJ0313.The geoid height was determined by GEOID03.
 EJ0313
 EJ0313;                    North         East    Units  Estimated Accuracy
 EJ0313;SPC AR S     -   646,270.      392,590.      MT  (+/- 180 meters Scaled)
 EJ0313
 EJ0313                          SUPERSEDED SURVEY CONTROL
 EJ0313
 EJ0313  NGVD 29 (??/??/92)   79.065  (m)          259.40   (f) ADJ UNCH    ?  
 EJ0313
 EJ0313.Superseded values are not recommended for survey control.
 EJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0313.See file dsdata.txt to determine how the superseded data were derived.
 EJ0313
 EJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU839608(NAD 83)
 EJ0313_MARKER: DD = SURVEY DISK
 EJ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0313_STAMPING: KWAC 1937
 EJ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0313+STABILITY: SURFACE MOTION
 EJ0313
 EJ0313  HISTORY     - Date     Condition        Report By
 EJ0313  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0313  HISTORY     - 1955     GOOD             NGS
 EJ0313  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0313
 EJ0313                          STATION DESCRIPTION
 EJ0313
 EJ0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0313'2.2 MI NE FROM JACKSONVILLE.
 EJ0313'2.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0313'STATION AT JACKSONVILLE, 93 FEET NORTH OF POLE 330+00, 52 FEET
 EJ0313'NORTHEAST OF CONCRETE MILEPOST 330, AND 22 FEET SOUTHEAST OF THE
 EJ0313'SOUTHEAST RAIL OF THE SOUTHEAST TRACK.  A STATE SURVEY STANDARD DISK,
 EJ0313'STAMPED KWAC 1937 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0313
 EJ0313                          STATION RECOVERY (1984)
 EJ0313
 EJ0313'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0314 ***********************************************************************
 EJ0314  DESIGNATION -  KWAD
 EJ0314  PID         -  EJ0314
 EJ0314  STATE/COUNTY-  AR/LONOKE
 EJ0314  USGS QUAD   -  CABOT (1987)
 EJ0314
 EJ0314                         *CURRENT SURVEY CONTROL
 EJ0314  ___________________________________________________________________
 EJ0314* NAD 83(1986)-  34 55 08.     (N)    092 03 27.     (W)     SCALED    
 EJ0314* NAVD 88     -        78.01   (+/-2cm)     255.9    (feet)  VERTCON   
 EJ0314  ___________________________________________________________________
 EJ0314  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EJ0314
 EJ0314  VERT ORDER  -  ? (See Below)
 EJ0314
 EJ0314.The horizontal coordinates were scaled from a topographic map and have
 EJ0314.an estimated accuracy of +/- 6 seconds.
 EJ0314
 EJ0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0314.The vertical order pertains to the NGVD 29 superseded value.
 EJ0314
 EJ0314.The geoid height was determined by GEOID03.
 EJ0314
 EJ0314;                    North         East    Units  Estimated Accuracy
 EJ0314;SPC AR S     -   649,810.      394,750.      MT  (+/- 180 meters Scaled)
 EJ0314
 EJ0314                          SUPERSEDED SURVEY CONTROL
 EJ0314
 EJ0314  NGVD 29 (??/??/92)   78.021  (m)          255.97   (f) ADJ UNCH    ?  
 EJ0314
 EJ0314.Superseded values are not recommended for survey control.
 EJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0314.See file dsdata.txt to determine how the superseded data were derived.
 EJ0314
 EJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU860644(NAD 83)
 EJ0314_MARKER: DD = SURVEY DISK
 EJ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0314_STAMPING: KWAD 1938
 EJ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0314+STABILITY: SURFACE MOTION
 EJ0314
 EJ0314  HISTORY     - Date     Condition        Report By
 EJ0314  HISTORY     - 1938     MONUMENTED       ARGS
 EJ0314  HISTORY     - 1955     GOOD             NGS
 EJ0314  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0314
 EJ0314                          STATION DESCRIPTION
 EJ0314
 EJ0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0314'4.2 MI SW FROM CABOT.
 EJ0314'4.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0314'STATION AT CABOT, 0.5 MILE SOUTHWEST OF HOLLAND, 83 FEET NORTHWEST OF
 EJ0314'POLE 327+17, 13 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 EJ0314'TRACK, AND 12 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 EJ0314'FOUNDATION OF A SIGNAL.  A STATE SURVEY STANDARD DISK, STAMPED KWAD
 EJ0314'1938 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0314
 EJ0314                          STATION RECOVERY (1984)
 EJ0314
 EJ0314'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0315 ***********************************************************************
 EJ0315  DESIGNATION -  KWAE
 EJ0315  PID         -  EJ0315
 EJ0315  STATE/COUNTY-  AR/LONOKE
 EJ0315  USGS QUAD   -  CABOT (1987)
 EJ0315
 EJ0315                         *CURRENT SURVEY CONTROL
 EJ0315  ___________________________________________________________________
 EJ0315* NAD 83(1986)-  34 57 12.     (N)    092 01 52.     (W)     SCALED    
 EJ0315* NAVD 88     -        80.767  (meters)     264.98   (feet)  POSTED    
 EJ0315  ___________________________________________________________________
 EJ0315  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EJ0315  DYNAMIC HT  -          80.690 (meters)     264.73  (feet)  COMP
 EJ0315  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 EJ0315
 EJ0315  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EJ0315
 EJ0315.The horizontal coordinates were scaled from a topographic map and have
 EJ0315.an estimated accuracy of +/- 6 seconds.
 EJ0315
 EJ0315.The orthometric height was determined by differential leveling
 EJ0315.and adjusted by the National Geodetic Survey in 1992..
 EJ0315.No vertical observational check was made to the station.
 EJ0315.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EJ0315.was located on a no-check spur therefore a value was not computed.
 EJ0315
 EJ0315.The geoid height was determined by GEOID03.
 EJ0315
 EJ0315.The dynamic height is computed by dividing the NAVD 88
 EJ0315.geopotential number by the normal gravity value computed on the
 EJ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0315.degrees latitude (g = 980.6199 gals.).
 EJ0315
 EJ0315.The modeled gravity was interpolated from observed gravity values.
 EJ0315
 EJ0315;                    North         East    Units  Estimated Accuracy
 EJ0315;SPC AR S     -   653,630.      397,160.      MT  (+/- 180 meters Scaled)
 EJ0315
 EJ0315                          SUPERSEDED SURVEY CONTROL
 EJ0315
 EJ0315  NGVD 29 (??/??/92)   80.767  (m)          264.98   (f) ADJ UNCH    2 0
 EJ0315
 EJ0315.Superseded values are not recommended for survey control.
 EJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0315.See file dsdata.txt to determine how the superseded data were derived.
 EJ0315
 EJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU884682(NAD 83)
 EJ0315_MARKER: DD = SURVEY DISK
 EJ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0315_STAMPING: KWAE 1937
 EJ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0315+STABILITY: SURFACE MOTION
 EJ0315
 EJ0315  HISTORY     - Date     Condition        Report By
 EJ0315  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0315  HISTORY     - 1955     GOOD             NGS
 EJ0315  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0315
 EJ0315                          STATION DESCRIPTION
 EJ0315
 EJ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0315'1.5 MI SW FROM CABOT.
 EJ0315'1.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0315'STATION AT CABOT, 94 FEET NORTHEAST OF A GRADE CROSSING, 18 FEET SOUTH
 EJ0315'OF POLE 324+24, AND 13 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 EJ0315'SOUTHEAST TRACK.  A STATE SURVEY STANDARD DISK, STAMPED KWAE 1937 AND
 EJ0315'SET IN THE TOP OF A CONCRETE POST.
 EJ0315
 EJ0315                          STATION RECOVERY (1984)
 EJ0315
 EJ0315'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0316 ***********************************************************************
 EJ0316  DESIGNATION -  KWAG
 EJ0316  PID         -  EJ0316
 EJ0316  STATE/COUNTY-  AR/LONOKE
 EJ0316  USGS QUAD   -  CABOT (1987)
 EJ0316
 EJ0316                         *CURRENT SURVEY CONTROL
 EJ0316  ___________________________________________________________________
 EJ0316* NAD 83(1986)-  34 58 22.     (N)    092 00 57.     (W)     SCALED    
 EJ0316* NAVD 88     -        88.057  (meters)     288.90   (feet)  POSTED    
 EJ0316  ___________________________________________________________________
 EJ0316  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ0316  DYNAMIC HT  -          87.980 (meters)     288.65  (feet)  COMP
 EJ0316  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 EJ0316
 EJ0316  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EJ0316
 EJ0316.The horizontal coordinates were scaled from a topographic map and have
 EJ0316.an estimated accuracy of +/- 6 seconds.
 EJ0316
 EJ0316.The orthometric height was determined by differential leveling
 EJ0316.and adjusted by the National Geodetic Survey in 1992..
 EJ0316.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EJ0316.rate of 4.1 thru 8.0 mm/km.
 EJ0316
 EJ0316.The geoid height was determined by GEOID03.
 EJ0316
 EJ0316.The dynamic height is computed by dividing the NAVD 88
 EJ0316.geopotential number by the normal gravity value computed on the
 EJ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0316.degrees latitude (g = 980.6199 gals.).
 EJ0316
 EJ0316.The modeled gravity was interpolated from observed gravity values.
 EJ0316
 EJ0316;                    North         East    Units  Estimated Accuracy
 EJ0316;SPC AR S     -   655,790.      398,550.      MT  (+/- 180 meters Scaled)
 EJ0316
 EJ0316                          SUPERSEDED SURVEY CONTROL
 EJ0316
 EJ0316  NGVD 29 (??/??/92)   88.056  (m)          288.90   (f) ADJ UNCH    2 0
 EJ0316
 EJ0316.Superseded values are not recommended for survey control.
 EJ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0316.See file dsdata.txt to determine how the superseded data were derived.
 EJ0316
 EJ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU898704(NAD 83)
 EJ0316_MARKER: DB = BENCH MARK DISK
 EJ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0316_STAMPING: KWAG 1937
 EJ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0316+STABILITY: SURFACE MOTION
 EJ0316
 EJ0316  HISTORY     - Date     Condition        Report By
 EJ0316  HISTORY     - 1937     MONUMENTED       CGS
 EJ0316  HISTORY     - 1955     GOOD             NGS
 EJ0316  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0316
 EJ0316                          STATION DESCRIPTION
 EJ0316
 EJ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0316'IN CABOT.
 EJ0316'AT CABOT, 12 RAILS NORTHEAST OF THE MISSOURI PACIFIC RAILROAD STATION,
 EJ0316'103 FEET NORTHEAST OF THE CENTER LINE OF NORTHEAST FIRST STREET, 21.5
 EJ0316'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 90 FEET
 EJ0316'SOUTHEAST OF THE CENTER LINE OF NORTH MAIN STREET, 7.6 FEET SOUTH OF A
 EJ0316'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EJ0316'GROUND.
 EJ0316
 EJ0316                          STATION RECOVERY (1984)
 EJ0316
 EJ0316'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0317 ***********************************************************************
 EJ0317  DESIGNATION -  KWAH
 EJ0317  PID         -  EJ0317
 EJ0317  STATE/COUNTY-  AR/LONOKE
 EJ0317  USGS QUAD   -  CABOT (1987)
 EJ0317
 EJ0317                         *CURRENT SURVEY CONTROL
 EJ0317  ___________________________________________________________________
 EJ0317* NAD 83(1986)-  34 58 46.     (N)    092 00 32.     (W)     SCALED    
 EJ0317* NAVD 88     -        85.66   (+/-2cm)     281.0    (feet)  VERTCON   
 EJ0317  ___________________________________________________________________
 EJ0317  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ0317
 EJ0317  VERT ORDER  -  ? (See Below)
 EJ0317
 EJ0317.The horizontal coordinates were scaled from a topographic map and have
 EJ0317.an estimated accuracy of +/- 6 seconds.
 EJ0317
 EJ0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0317.The vertical order pertains to the NGVD 29 superseded value.
 EJ0317
 EJ0317.The geoid height was determined by GEOID03.
 EJ0317
 EJ0317;                    North         East    Units  Estimated Accuracy
 EJ0317;SPC AR S     -   656,530.      399,190.      MT  (+/- 180 meters Scaled)
 EJ0317
 EJ0317                          SUPERSEDED SURVEY CONTROL
 EJ0317
 EJ0317  NGVD 29 (??/??/92)   85.658  (m)          281.03   (f) ADJ UNCH    ?  
 EJ0317
 EJ0317.Superseded values are not recommended for survey control.
 EJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0317.See file dsdata.txt to determine how the superseded data were derived.
 EJ0317
 EJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU904712(NAD 83)
 EJ0317_MARKER: DD = SURVEY DISK
 EJ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0317_STAMPING: KWAH 1937
 EJ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0317+STABILITY: SURFACE MOTION
 EJ0317
 EJ0317  HISTORY     - Date     Condition        Report By
 EJ0317  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0317  HISTORY     - 1955     GOOD             NGS
 EJ0317  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ0317
 EJ0317                          STATION DESCRIPTION
 EJ0317
 EJ0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0317'0.7 MI NE FROM CABOT.
 EJ0317'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0317'STATION AT CABOT, 300 FEET SOUTHWEST OF A GRADE CROSSING, 98 FEET WEST
 EJ0317'OF POLE 322+16, 51 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 EJ0317'NORTHWEST TRACK, AND 10 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 EJ0317'STATE SURVEY STANDARD DISK, STAMPED KWAH 1937 AND SET IN THE TOP OF A
 EJ0317'CONCRETE POST.
 EJ0317
 EJ0317                          STATION RECOVERY (1976)
 EJ0317
 EJ0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EJ0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0318 ***********************************************************************
 EJ0318  DESIGNATION -  KWAI
 EJ0318  PID         -  EJ0318
 EJ0318  STATE/COUNTY-  AR/LONOKE
 EJ0318  USGS QUAD   -  CABOT (1987)
 EJ0318
 EJ0318                         *CURRENT SURVEY CONTROL
 EJ0318  ___________________________________________________________________
 EJ0318* NAD 83(1986)-  34 58 59.     (N)    092 00 01.     (W)     SCALED    
 EJ0318* NAVD 88     -        82.53   (+/-2cm)     270.8    (feet)  VERTCON   
 EJ0318  ___________________________________________________________________
 EJ0318  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ0318
 EJ0318  VERT ORDER  -  ? (See Below)
 EJ0318
 EJ0318.The horizontal coordinates were scaled from a topographic map and have
 EJ0318.an estimated accuracy of +/- 6 seconds.
 EJ0318
 EJ0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0318.The vertical order pertains to the NGVD 29 superseded value.
 EJ0318
 EJ0318.The geoid height was determined by GEOID03.
 EJ0318
 EJ0318;                    North         East    Units  Estimated Accuracy
 EJ0318;SPC AR S     -   656,930.      399,980.      MT  (+/- 180 meters Scaled)
 EJ0318
 EJ0318                          SUPERSEDED SURVEY CONTROL
 EJ0318
 EJ0318  NGVD 29 (??/??/92)   82.533  (m)          270.78   (f) ADJ UNCH    ?  
 EJ0318
 EJ0318.Superseded values are not recommended for survey control.
 EJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0318.See file dsdata.txt to determine how the superseded data were derived.
 EJ0318
 EJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU912716(NAD 83)
 EJ0318_MARKER: DB = BENCH MARK DISK
 EJ0318_SETTING: 0 = UNSPECIFIED SETTING
 EJ0318_STAMPING: K W A I 1937
 EJ0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0318
 EJ0318  HISTORY     - Date     Condition        Report By
 EJ0318  HISTORY     - 1937     MONUMENTED       CGS
 EJ0318  HISTORY     - 1955     MARK NOT FOUND   NGS
 EJ0318  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0318
 EJ0318                          STATION DESCRIPTION
 EJ0318
 EJ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0318'1.1 MI NE FROM CABOT.
 EJ0318'1.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0318'STATION AT CABOT, ABOUT 425 FEET NORTHEAST OF SIGNAL 3219, 69 FEET
 EJ0318'NORTH OF POLE 321+38, 9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 EJ0318'NORTHWEST TRACK, 13 FEET SOUTHEAST OF A POLE, 2-1/2 FEET SOUTHEAST OF
 EJ0318'THE WEST EDGE OF AN EMBANKMENT, AND ABOUT 8 INCHES UNDER GROUND.
 EJ0318
 EJ0318                          STATION RECOVERY (1984)
 EJ0318
 EJ0318'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2419 ***********************************************************************
 EH2419  DESIGNATION -  KWAJ
 EH2419  PID         -  EH2419
 EH2419  STATE/COUNTY-  AR/LONOKE
 EH2419  USGS QUAD   -  OAK GROVE (1982)
 EH2419
 EH2419                         *CURRENT SURVEY CONTROL
 EH2419  ___________________________________________________________________
 EH2419* NAD 83(1986)-  34 59 11.     (N)    091 59 48.     (W)     SCALED    
 EH2419* NAVD 88     -        81.28   (+/-2cm)     266.7    (feet)  VERTCON   
 EH2419  ___________________________________________________________________
 EH2419  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EH2419
 EH2419  VERT ORDER  -  ? (See Below)
 EH2419
 EH2419.The horizontal coordinates were scaled from a topographic map and have
 EH2419.an estimated accuracy of +/- 6 seconds.
 EH2419
 EH2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2419.The vertical order pertains to the NGVD 29 superseded value.
 EH2419
 EH2419.The geoid height was determined by GEOID03.
 EH2419
 EH2419;                    North         East    Units  Estimated Accuracy
 EH2419;SPC AR S     -   657,300.      400,300.      MT  (+/- 180 meters Scaled)
 EH2419
 EH2419                          SUPERSEDED SURVEY CONTROL
 EH2419
 EH2419  NGVD 29 (??/??/??)   81.274  (m)          266.65   (f) ADJUSTED    ?  
 EH2419
 EH2419.Superseded values are not recommended for survey control.
 EH2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2419.See file dsdata.txt to determine how the superseded data were derived.
 EH2419
 EH2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU915719(NAD 83)
 EH2419_MARKER: DD = SURVEY DISK
 EH2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2419_STAMPING: KWAJ 1937
 EH2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2419+STABILITY: SURFACE MOTION
 EH2419
 EH2419  HISTORY     - Date     Condition        Report By
 EH2419  HISTORY     - 1937     MONUMENTED       ARGS
 EH2419  HISTORY     - 1955     GOOD             CGS
 EH2419
 EH2419                          STATION DESCRIPTION
 EH2419
 EH2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2419'1.2 MI SW FROM AUSTIN.
 EH2419'1.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH2419'STATION AT AUSTIN, 168 FEET NORTHEAST OF A WHISTLE POST, 58 FEET
 EH2419'SOUTHWEST OF POLE 321+24, AND 8.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 EH2419'OF THE SOUTHEAST TRACK.  A STATE SURVEY STANDARD DISK, STAMPED KWAJ
 EH2419'1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1482 ***********************************************************************
 FF1482  DESIGNATION -  KWAL
 FF1482  PID         -  FF1482
 FF1482  STATE/COUNTY-  AR/LONOKE
 FF1482  USGS QUAD   -  BEEBE (1994)
 FF1482
 FF1482                         *CURRENT SURVEY CONTROL
 FF1482  ___________________________________________________________________
 FF1482* NAD 83(1986)-  35 00 24.     (N)    091 58 23.     (W)     SCALED    
 FF1482* NAVD 88     -        71.93   (+/-2cm)     236.0    (feet)  VERTCON   
 FF1482  ___________________________________________________________________
 FF1482  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1482
 FF1482  VERT ORDER  -  ? (See Below)
 FF1482
 FF1482.The horizontal coordinates were scaled from a topographic map and have
 FF1482.an estimated accuracy of +/- 6 seconds.
 FF1482
 FF1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1482.The vertical order pertains to the NGVD 29 superseded value.
 FF1482
 FF1482.The geoid height was determined by GEOID03.
 FF1482
 FF1482;                    North         East    Units  Estimated Accuracy
 FF1482;SPC AR S     -   659,550.      402,460.      MT  (+/- 180 meters Scaled)
 FF1482
 FF1482                          SUPERSEDED SURVEY CONTROL
 FF1482
 FF1482  NGVD 29 (??/??/??)   71.922  (m)          235.96   (f) ADJUSTED    ?  
 FF1482
 FF1482.Superseded values are not recommended for survey control.
 FF1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1482.See file dsdata.txt to determine how the superseded data were derived.
 FF1482
 FF1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU937742(NAD 83)
 FF1482_MARKER: DD = SURVEY DISK
 FF1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1482_STAMPING: K W A L 1938
 FF1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1482+STABILITY: SURFACE MOTION
 FF1482
 FF1482  HISTORY     - Date     Condition        Report By
 FF1482  HISTORY     - 1938     MONUMENTED       ARGS
 FF1482  HISTORY     - 1955     GOOD             CGS
 FF1482
 FF1482                          STATION DESCRIPTION
 FF1482
 FF1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1482'0.8 MI NE FROM AUSTIN.
 FF1482'0.8 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1482'POST OFFICE AT AUSTIN, 8 RAILS NORTHWEST OF THE NORTHWEST END
 FF1482'OF A CONCRETE CULVERT, 27 FEET SOUTHWEST OF POLE 319+26, 10 FEET
 FF1482'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 3 FEET
 FF1482'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FF1482'WHICH IS 0.8 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0279 ***********************************************************************
 EJ0279  DESIGNATION -  L 10
 EJ0279  PID         -  EJ0279
 EJ0279  STATE/COUNTY-  AR/PULASKI
 EJ0279  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0279
 EJ0279                         *CURRENT SURVEY CONTROL
 EJ0279  ___________________________________________________________________
 EJ0279* NAD 83(1986)-  34 45 19.     (N)    092 16 53.     (W)     SCALED    
 EJ0279* NAVD 88     -        81.694  (meters)     268.02   (feet)  ADJUSTED  
 EJ0279  ___________________________________________________________________
 EJ0279  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0279  DYNAMIC HT  -          81.618 (meters)     267.78  (feet)  COMP
 EJ0279  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 EJ0279
 EJ0279  VERT ORDER  -  FIRST     CLASS II
 EJ0279
 EJ0279.The horizontal coordinates were scaled from a topographic map and have
 EJ0279.an estimated accuracy of +/- 6 seconds.
 EJ0279
 EJ0279.The orthometric height was determined by differential leveling
 EJ0279.and adjusted by the National Geodetic Survey in June 1991..
 EJ0279.WARNING-Repeat measurements at this control monument indicate possible
 EJ0279.vertical movement.
 EJ0279
 EJ0279.The geoid height was determined by GEOID03.
 EJ0279
 EJ0279.The dynamic height is computed by dividing the NAVD 88
 EJ0279.geopotential number by the normal gravity value computed on the
 EJ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0279.degrees latitude (g = 980.6199 gals.).
 EJ0279
 EJ0279.The modeled gravity was interpolated from observed gravity values.
 EJ0279
 EJ0279;                    North         East    Units  Estimated Accuracy
 EJ0279;SPC AR S     -   631,700.      374,240.      MT  (+/- 180 meters Scaled)
 EJ0279
 EJ0279                          SUPERSEDED SURVEY CONTROL
 EJ0279
 EJ0279  NGVD 29 (06/07/95)   81.745  (m)          268.19   (f) ADJUSTED    1 2
 EJ0279
 EJ0279.Superseded values are not recommended for survey control.
 EJ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0279.See file dsdata.txt to determine how the superseded data were derived.
 EJ0279
 EJ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU657461(NAD 83)
 EJ0279_MARKER: DB = BENCH MARK DISK
 EJ0279_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0279_STAMPING: 268.274 L 10 1932
 EJ0279_MARK LOGO: CGS   
 EJ0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0279
 EJ0279  HISTORY     - Date     Condition        Report By
 EJ0279  HISTORY     - 1932     MONUMENTED       CGS
 EJ0279  HISTORY     - 1934     GOOD             NGS
 EJ0279  HISTORY     - 1984     GOOD             NGS
 EJ0279  HISTORY     - 1987     POOR             USPSQD
 EJ0279  HISTORY     - 1988     GOOD             USPSQD
 EJ0279  HISTORY     - 1988     GOOD             USPSQD
 EJ0279  HISTORY     - 1989     GOOD             USPSQD
 EJ0279  HISTORY     - 1990     GOOD             USPSQD
 EJ0279
 EJ0279                          STATION DESCRIPTION
 EJ0279
 EJ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ0279'IN NORTH LITTLE ROCK.
 EJ0279'AT NORTH LITTLE ROCK, PULASKI COUNTY, AT THE MISSOURI PACIFIC RAILROAD
 EJ0279'DOUBLE-TRACK BRIDGE 477 OVER THE ARKANSAS RIVER, IN THE WEST END OF
 EJ0279'THE NORTH CONCRETE ABUTMENT, 0.6 FEET WEST OF THE WEST EDGE OF THE
 EJ0279'CONCRETE WALK, AND 12.8 FEET WEST OF THE CENTERLINE OF THE NEAREST
 EJ0279'TRACK.  A STANDARD DISK, STAMPED 268.274 L 10 1932.
 EJ0279
 EJ0279                          STATION RECOVERY (1984)
 EJ0279
 EJ0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0279'RECOVERED IN GOOD CONDITION.  NOTE, ADD THE WEST ONE OF THREE RAILROAD
 EJ0279'BRIDGES CROSSING THE ARKANSAS RIVER.
 EJ0279
 EJ0279                          STATION RECOVERY (1987)
 EJ0279
 EJ0279'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ0279'MARK RECOVERED IN POOR CONDITION.
 EJ0279
 EJ0279                          STATION RECOVERY (1988)
 EJ0279
 EJ0279'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0279'RECOVERED IN GOOD CONDITION.
 EJ0279
 EJ0279                          STATION RECOVERY (1988)
 EJ0279
 EJ0279'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 EJ0279'RECOVERED IN GOOD CONDITION.
 EJ0279
 EJ0279                          STATION RECOVERY (1989)
 EJ0279
 EJ0279'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0279'RECOVERED IN GOOD CONDITION.
 EJ0279
 EJ0279                          STATION RECOVERY (1990)
 EJ0279
 EJ0279'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1150 ***********************************************************************
 FF1150  DESIGNATION -  L 10 11
 FF1150  PID         -  FF1150
 FF1150  STATE/COUNTY-  AR/JACKSON
 FF1150  USGS QUAD   -  AMAGON (1965)
 FF1150
 FF1150                         *CURRENT SURVEY CONTROL
 FF1150  ___________________________________________________________________
 FF1150* NAD 83(1986)-  35 33 37.     (N)    091 03 23.     (W)     SCALED    
 FF1150* NAVD 88     -        71.167  (meters)     233.49   (feet)  ADJUSTED  
 FF1150  ___________________________________________________________________
 FF1150  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF1150  DYNAMIC HT  -          71.105 (meters)     233.28  (feet)  COMP
 FF1150  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 FF1150
 FF1150  VERT ORDER  -  SECOND    CLASS 0
 FF1150
 FF1150.The horizontal coordinates were scaled from a topographic map and have
 FF1150.an estimated accuracy of +/- 6 seconds.
 FF1150
 FF1150.The orthometric height was determined by differential leveling
 FF1150.and adjusted by the National Geodetic Survey in June 1991..
 FF1150
 FF1150.The geoid height was determined by GEOID03.
 FF1150
 FF1150.The dynamic height is computed by dividing the NAVD 88
 FF1150.geopotential number by the normal gravity value computed on the
 FF1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1150.degrees latitude (g = 980.6199 gals.).
 FF1150
 FF1150.The modeled gravity was interpolated from observed gravity values.
 FF1150
 FF1150;                    North         East    Units  Estimated Accuracy
 FF1150;SPC AR N     -   136,530.      485,540.      MT  (+/- 180 meters Scaled)
 FF1150
 FF1150                          SUPERSEDED SURVEY CONTROL
 FF1150
 FF1150  NGVD 29 (??/??/??)   71.098  (m)          233.26   (f) ADJUSTED    2 0
 FF1150
 FF1150.Superseded values are not recommended for survey control.
 FF1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1150.See file dsdata.txt to determine how the superseded data were derived.
 FF1150
 FF1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV761369(NAD 83)
 FF1150_MARKER: DD = SURVEY DISK
 FF1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1150_STAMPING: L-10-11 1934
 FF1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1150+STABILITY: SURFACE MOTION
 FF1150
 FF1150  HISTORY     - Date     Condition        Report By
 FF1150  HISTORY     - 1934     MONUMENTED       DOD
 FF1150  HISTORY     - 1938     GOOD             CGS
 FF1150  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1150
 FF1150                          STATION DESCRIPTION
 FF1150
 FF1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1150'3.1 MI E FROM AMAGON.
 FF1150'AT THE INTERSECTION OF STATE ROAD 14 AND STATE ROAD 37, 39 FEET
 FF1150'NORTHWEST INTERSECTION, IN THE SOUTHEAST CORNER OF A FIELD,
 FF1150'2 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A WIRE FENCE.  STANDARD
 FF1150'U.S. ENGINEER TABLET SET IN CONCRETE POST.
 FF1150
 FF1150                          STATION RECOVERY (1964)
 FF1150
 FF1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1145 ***********************************************************************
 FF1145  DESIGNATION -  L 10 12
 FF1145  PID         -  FF1145
 FF1145  STATE/COUNTY-  AR/JACKSON
 FF1145  USGS QUAD   -  AMAGON (1965)
 FF1145
 FF1145                         *CURRENT SURVEY CONTROL
 FF1145  ___________________________________________________________________
 FF1145* NAD 83(1986)-  35 33 43.     (N)    091 06 40.     (W)     SCALED    
 FF1145* NAVD 88     -        67.575  (meters)     221.70   (feet)  ADJUSTED  
 FF1145  ___________________________________________________________________
 FF1145  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF1145  DYNAMIC HT  -          67.517 (meters)     221.51  (feet)  COMP
 FF1145  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 FF1145
 FF1145  VERT ORDER  -  SECOND    CLASS 0
 FF1145
 FF1145.The horizontal coordinates were scaled from a topographic map and have
 FF1145.an estimated accuracy of +/- 6 seconds.
 FF1145
 FF1145.The orthometric height was determined by differential leveling
 FF1145.and adjusted by the National Geodetic Survey in June 1991..
 FF1145
 FF1145.The geoid height was determined by GEOID03.
 FF1145
 FF1145.The dynamic height is computed by dividing the NAVD 88
 FF1145.geopotential number by the normal gravity value computed on the
 FF1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1145.degrees latitude (g = 980.6199 gals.).
 FF1145
 FF1145.The modeled gravity was interpolated from observed gravity values.
 FF1145
 FF1145;                    North         East    Units  Estimated Accuracy
 FF1145;SPC AR N     -   136,670.      480,580.      MT  (+/- 180 meters Scaled)
 FF1145
 FF1145                          SUPERSEDED SURVEY CONTROL
 FF1145
 FF1145  NGVD 29 (??/??/??)   67.509  (m)          221.49   (f) ADJUSTED    2 0
 FF1145
 FF1145.Superseded values are not recommended for survey control.
 FF1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1145.See file dsdata.txt to determine how the superseded data were derived.
 FF1145
 FF1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV711370(NAD 83)
 FF1145_MARKER: DD = SURVEY DISK
 FF1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1145_STAMPING: BML-10-12
 FF1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1145+STABILITY: SURFACE MOTION
 FF1145
 FF1145  HISTORY     - Date     Condition        Report By
 FF1145  HISTORY     - UNK      MONUMENTED       DOD
 FF1145  HISTORY     - 1938     GOOD             CGS
 FF1145  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1145
 FF1145                          STATION DESCRIPTION
 FF1145
 FF1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF1145'AT AMAGON.
 FF1145'AT AMAGON, JACKSON COUNTY, ON THE OLD ST. LOUIS-SAN FRANCISCO
 FF1145'RAILWAY RIGHT-OF-WAY, ON THE WEST EDGE OF THE OLD RAILROAD BED,
 FF1145'84 FEET NORTHWEST OF THE NORTHWEST CORNER OF HENDERSONS CAFE, AND
 FF1145'111 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 14.  A CORPS
 FF1145'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED BML-10-12 AND
 FF1145'SET IN THE TOP OF A CONCRETE POST.
 FF1145
 FF1145                          STATION RECOVERY (1964)
 FF1145
 FF1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1163 ***********************************************************************
 FF1163  DESIGNATION -  L 10 4
 FF1163  PID         -  FF1163
 FF1163  STATE/COUNTY-  AR/JACKSON
 FF1163  USGS QUAD   -  AUVERGNE (1981)
 FF1163
 FF1163                         *CURRENT SURVEY CONTROL
 FF1163  ___________________________________________________________________
 FF1163* NAD 83(1986)-  35 30 42.     (N)    091 13 49.     (W)     SCALED    
 FF1163* NAVD 88     -        71.30   (+/-2cm)     233.9    (feet)  VERTCON   
 FF1163  ___________________________________________________________________
 FF1163  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF1163
 FF1163  VERT ORDER  -  ? (See Below)
 FF1163
 FF1163.The horizontal coordinates were scaled from a topographic map and have
 FF1163.an estimated accuracy of +/- 6 seconds.
 FF1163
 FF1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1163.The vertical order pertains to the NGVD 29 superseded value.
 FF1163
 FF1163.The geoid height was determined by GEOID03.
 FF1163
 FF1163;                    North         East    Units  Estimated Accuracy
 FF1163;SPC AR N     -   131,000.      469,820.      MT  (+/- 180 meters Scaled)
 FF1163
 FF1163                          SUPERSEDED SURVEY CONTROL
 FF1163
 FF1163  NGVD 29 (??/??/??)   71.246  (m)          233.75   (f) ADJUSTED    ?  
 FF1163
 FF1163.Superseded values are not recommended for survey control.
 FF1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1163.See file dsdata.txt to determine how the superseded data were derived.
 FF1163
 FF1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV604312(NAD 83)
 FF1163_MARKER: P = PIPE CAP
 FF1163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1163_STAMPING: L 10-4
 FF1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1163
 FF1163  HISTORY     - Date     Condition        Report By
 FF1163  HISTORY     - UNK      MONUMENTED       DOD
 FF1163  HISTORY     - 1935     GOOD             CGS
 FF1163  HISTORY     - 1957     GOOD             CGS
 FF1163
 FF1163                          STATION DESCRIPTION
 FF1163
 FF1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1163'AT AUVERGNE.
 FF1163'AT AUVERGNE, JACKSON COUNTY, ON THE ABANDONED CHICAGO, ROCK ISLAND
 FF1163'AND PACIFIC RAILROAD, 600 FEET SOUTH OF THE STATION, 150 FEET
 FF1163'NORTHEAST OF A CHURCH, 100 FEET WEST OF A ROAD CROSSING, 20 FEET
 FF1163'WEST OF THE CENTERLINE OF THE TRACK, 60 FEET EAST OF STATE
 FF1163'HIGHWAY 17, AND 20 FEET NORTHEAST OF TELEPHONE POLE 33.  A CORPS
 FF1163'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED L 10-4 AND
 FF1163'FASTENED ON THE TOP OF AN IRON PIPE SET IN CONCRETE.
 FF1163
 FF1163                          STATION RECOVERY (1957)
 FF1163
 FF1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1171 ***********************************************************************
 FF1171  DESIGNATION -  L 10 5
 FF1171  PID         -  FF1171
 FF1171  STATE/COUNTY-  AR/JACKSON
 FF1171  USGS QUAD   -  NEWPORT (1981)
 FF1171
 FF1171                         *CURRENT SURVEY CONTROL
 FF1171  ___________________________________________________________________
 FF1171* NAD 83(1986)-  35 35 42.     (N)    091 15 09.     (W)     SCALED    
 FF1171* NAVD 88     -        68.973  (meters)     226.29   (feet)  ADJUSTED  
 FF1171  ___________________________________________________________________
 FF1171  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF1171  DYNAMIC HT  -          68.913 (meters)     226.09  (feet)  COMP
 FF1171  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 FF1171
 FF1171  VERT ORDER  -  SECOND    CLASS 0
 FF1171
 FF1171.The horizontal coordinates were scaled from a topographic map and have
 FF1171.an estimated accuracy of +/- 6 seconds.
 FF1171
 FF1171.The orthometric height was determined by differential leveling
 FF1171.and adjusted by the National Geodetic Survey in June 1991..
 FF1171
 FF1171.The geoid height was determined by GEOID03.
 FF1171
 FF1171.The dynamic height is computed by dividing the NAVD 88
 FF1171.geopotential number by the normal gravity value computed on the
 FF1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1171.degrees latitude (g = 980.6199 gals.).
 FF1171
 FF1171.The modeled gravity was interpolated from observed gravity values.
 FF1171
 FF1171;                    North         East    Units  Estimated Accuracy
 FF1171;SPC AR N     -   140,230.      467,740.      MT  (+/- 180 meters Scaled)
 FF1171
 FF1171                          SUPERSEDED SURVEY CONTROL
 FF1171
 FF1171  NGVD 29 (??/??/??)   68.911  (m)          226.09   (f) ADJUSTED    2 0
 FF1171
 FF1171.Superseded values are not recommended for survey control.
 FF1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1171.See file dsdata.txt to determine how the superseded data were derived.
 FF1171
 FF1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV583404(NAD 83)
 FF1171_MARKER: P = PIPE CAP
 FF1171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1171_STAMPING: L 10-5
 FF1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1171
 FF1171  HISTORY     - Date     Condition        Report By
 FF1171  HISTORY     - UNK      MONUMENTED       DOD
 FF1171  HISTORY     - 1934     GOOD             CGS
 FF1171  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF1171
 FF1171                          STATION DESCRIPTION
 FF1171
 FF1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1171'2.2 MI E FROM NEWPORT.
 FF1171'2.2 MILES EAST ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1171'PACIFIC RAILROAD FROM THE POST OFFICE OF NEWPORT, JACKSON COUNTY,
 FF1171'AT A DIRT-ROAD CROSSING, 20 FEET WEST OF THE ROAD, 14 FEET NORTH
 FF1171'OF THE NORTH RAIL, AND 6 FEET WEST OF THE CROSSING-WARNING SIGN.
 FF1171'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED L 10-5
 FF1171'AND FASTENED ON THE TOP OF A 4-INCH IRON PIPE SET IN CONCRETE.
 FF1171
 FF1171                          STATION RECOVERY (2002)
 FF1171
 FF1171'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1171'BUILDING IS NOW OLD POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1156 ***********************************************************************
 FF1156  DESIGNATION -  L 10 9
 FF1156  PID         -  FF1156
 FF1156  STATE/COUNTY-  AR/POINSETT
 FF1156  USGS QUAD   -  GRUBBS (1965)
 FF1156
 FF1156                         *CURRENT SURVEY CONTROL
 FF1156  ___________________________________________________________________
 FF1156* NAD 83(1986)-  35 38 58.     (N)    091 03 19.     (W)     SCALED    
 FF1156* NAVD 88     -        68.807  (meters)     225.74   (feet)  ADJUSTED  
 FF1156  ___________________________________________________________________
 FF1156  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF1156  DYNAMIC HT  -          68.748 (meters)     225.55  (feet)  COMP
 FF1156  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 FF1156
 FF1156  VERT ORDER  -  SECOND    CLASS 0
 FF1156
 FF1156.The horizontal coordinates were scaled from a topographic map and have
 FF1156.an estimated accuracy of +/- 6 seconds.
 FF1156
 FF1156.The orthometric height was determined by differential leveling
 FF1156.and adjusted by the National Geodetic Survey in June 1991..
 FF1156
 FF1156.The geoid height was determined by GEOID03.
 FF1156
 FF1156.The dynamic height is computed by dividing the NAVD 88
 FF1156.geopotential number by the normal gravity value computed on the
 FF1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1156.degrees latitude (g = 980.6199 gals.).
 FF1156
 FF1156.The modeled gravity was interpolated from observed gravity values.
 FF1156
 FF1156;                    North         East    Units  Estimated Accuracy
 FF1156;SPC AR N     -   146,420.      485,550.      MT  (+/- 180 meters Scaled)
 FF1156
 FF1156                          SUPERSEDED SURVEY CONTROL
 FF1156
 FF1156  NGVD 29 (??/??/??)   68.737  (m)          225.51   (f) ADJUSTED    2 0
 FF1156
 FF1156.Superseded values are not recommended for survey control.
 FF1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1156.See file dsdata.txt to determine how the superseded data were derived.
 FF1156
 FF1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV760468(NAD 83)
 FF1156_MARKER: DD = SURVEY DISK
 FF1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1156_STAMPING: L 10-9
 FF1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1156+STABILITY: SURFACE MOTION
 FF1156
 FF1156  HISTORY     - Date     Condition        Report By
 FF1156  HISTORY     - UNK      MONUMENTED       DOD
 FF1156  HISTORY     - 1934     GOOD             CGS
 FF1156  HISTORY     - 1938     GOOD             CGS
 FF1156  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1156
 FF1156                          STATION DESCRIPTION
 FF1156
 FF1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1156'3.2 MI E FROM AMAGON.
 FF1156'IN POINSETT COUNTY, ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 14
 FF1156'FROM THE POST OFFICE AT AMAGON, JACKSON COUNTY, THENCE ABOUT
 FF1156'6.5 MILES NORTH ALONG STATE HIGHWAY 37, ABOUT 60 FEET NORTH OF
 FF1156'THE CENTER OF THE JUNCTION WITH STATE HIGHWAY 18, AND ABOUT 60
 FF1156'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE OVER CACHE
 FF1156'RIVER.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 FF1156'L 10-9 AND SET IN THE TOP OF A CONCRETE POST.
 FF1156
 FF1156                          STATION RECOVERY (1938)
 FF1156
 FF1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF1156'RECOVERED IN GOOD CONDITION.
 FF1156
 FF1156                          STATION RECOVERY (1964)
 FF1156
 FF1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0434 ***********************************************************************
 FG0434  DESIGNATION -  L 100
 FG0434  PID         -  FG0434
 FG0434  STATE/COUNTY-  AR/CONWAY
 FG0434  USGS QUAD   -  PERRYVILLE (1989)
 FG0434
 FG0434                         *CURRENT SURVEY CONTROL
 FG0434  ___________________________________________________________________
 FG0434* NAD 83(1986)-  35 06 38.     (N)    092 48 57.     (W)     SCALED    
 FG0434* NAVD 88     -        89.423  (meters)     293.38   (feet)  ADJUSTED  
 FG0434  ___________________________________________________________________
 FG0434  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FG0434  DYNAMIC HT  -          89.338 (meters)     293.10  (feet)  COMP
 FG0434  MODELED GRAV-     979,683.6   (mgal)                       NAVD 88
 FG0434
 FG0434  VERT ORDER  -  SECOND    CLASS 0
 FG0434
 FG0434.The horizontal coordinates were scaled from a topographic map and have
 FG0434.an estimated accuracy of +/- 6 seconds.
 FG0434
 FG0434.The orthometric height was determined by differential leveling
 FG0434.and adjusted by the National Geodetic Survey in June 1991..
 FG0434
 FG0434.The geoid height was determined by GEOID03.
 FG0434
 FG0434.The dynamic height is computed by dividing the NAVD 88
 FG0434.geopotential number by the normal gravity value computed on the
 FG0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0434.degrees latitude (g = 980.6199 gals.).
 FG0434
 FG0434.The modeled gravity was interpolated from observed gravity values.
 FG0434
 FG0434;                    North         East    Units  Estimated Accuracy
 FG0434;SPC AR N     -    86,530.      325,630.      MT  (+/- 180 meters Scaled)
 FG0434
 FG0434                          SUPERSEDED SURVEY CONTROL
 FG0434
 FG0434  NGVD 29 (??/??/92)   89.442  (m)          293.44   (f) ADJ UNCH    2 0
 FG0434
 FG0434.Superseded values are not recommended for survey control.
 FG0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0434.See file dsdata.txt to determine how the superseded data were derived.
 FG0434
 FG0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU167853(NAD 83)
 FG0434_MARKER: DB = BENCH MARK DISK
 FG0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0434_STAMPING: L 100 1935
 FG0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0434+STABILITY: SURFACE MOTION
 FG0434
 FG0434  HISTORY     - Date     Condition        Report By
 FG0434  HISTORY     - 1935     MONUMENTED       CGS
 FG0434
 FG0434                          STATION DESCRIPTION
 FG0434
 FG0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0434'2.2 MI N FROM OPPELO.
 FG0434'2.2 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE METHODIST CHURCH AT
 FG0434'OPPELO, THENCE 3.9 MILES WEST ALONG THE ROAD TO PETIT JEAN STATE PARK,
 FG0434'1.2 MILES SOUTHEAST AT THE BOTTOM OF THE HIGHWAY GRADE UP PETIT JEAN
 FG0434'MOUNTAIN, 1.2 MILES SOUTHEAST OF THE W. J. SADLER COTTON GIN, 32 FEET
 FG0434'SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A 12-INCH
 FG0434'COTTONWOOD TREE, 1 FOOT SOUTH OF A POLE, AND ON THE OUTSIDE OF ROAD
 FG0434'CURVE.  A STANDARD DISK, STAMPED L 100 1935 AND SET IN THE TOP OF A
 FG0434'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1067 ***********************************************************************
 EJ1067  DESIGNATION -  L 101
 EJ1067  PID         -  EJ1067
 EJ1067  STATE/COUNTY-  AR/YELL
 EJ1067  USGS QUAD   -  NIMROD DAM (1968)
 EJ1067
 EJ1067                         *CURRENT SURVEY CONTROL
 EJ1067  ___________________________________________________________________
 EJ1067* NAD 83(1986)-  34 59 00.     (N)    093 10 13.     (W)     SCALED    
 EJ1067* NAVD 88     -       251.594  (meters)     825.44   (feet)  ADJUSTED  
 EJ1067  ___________________________________________________________________
 EJ1067  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EJ1067  DYNAMIC HT  -         251.345 (meters)     824.62  (feet)  COMP
 EJ1067  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 EJ1067
 EJ1067  VERT ORDER  -  SECOND    CLASS 0
 EJ1067
 EJ1067.The horizontal coordinates were scaled from a topographic map and have
 EJ1067.an estimated accuracy of +/- 6 seconds.
 EJ1067
 EJ1067.The orthometric height was determined by differential leveling
 EJ1067.and adjusted by the National Geodetic Survey in June 1991..
 EJ1067
 EJ1067.The geoid height was determined by GEOID03.
 EJ1067
 EJ1067.The dynamic height is computed by dividing the NAVD 88
 EJ1067.geopotential number by the normal gravity value computed on the
 EJ1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1067.degrees latitude (g = 980.6199 gals.).
 EJ1067
 EJ1067.The modeled gravity was interpolated from observed gravity values.
 EJ1067
 EJ1067;                    North         East    Units  Estimated Accuracy
 EJ1067;SPC AR N     -    72,750.      293,150.      MT  (+/- 180 meters Scaled)
 EJ1067
 EJ1067                          SUPERSEDED SURVEY CONTROL
 EJ1067
 EJ1067  NGVD 29 (??/??/92)  251.562  (m)          825.33   (f) ADJ UNCH    2 0
 EJ1067
 EJ1067.Superseded values are not recommended for survey control.
 EJ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1067.See file dsdata.txt to determine how the superseded data were derived.
 EJ1067
 EJ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU844712(NAD 83)
 EJ1067_MARKER: DB = BENCH MARK DISK
 EJ1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1067_STAMPING: L 101 1935
 EJ1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1067+STABILITY: SURFACE MOTION
 EJ1067
 EJ1067  HISTORY     - Date     Condition        Report By
 EJ1067  HISTORY     - 1935     MONUMENTED       CGS
 EJ1067  HISTORY     - 1968     MARK NOT FOUND   NGS
 EJ1067
 EJ1067                          STATION DESCRIPTION
 EJ1067
 EJ1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1067'6.2 MI SE FROM OLA.
 EJ1067'6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE CHICAGO, ROCK
 EJ1067'ISLAND AND PACIFIC RAILROAD STATION AT OLA, YELL COUNTY, 1 MILE EAST
 EJ1067'OF THE SUMMIT OF A LONG HILL, 600 FEET NORTHEAST OF THE SUMMIT OF A
 EJ1067'SMALL HILL, AT THE BOTTOM OF A DIP, 43.4 FEET EAST OF THE CENTER LINE
 EJ1067'OF THE HIGHWAY, AND ON THE OUTSIDE OF A CURVE.  A STANDARD DISK,
 EJ1067'STAMPED L 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1067
 EJ1067                          STATION RECOVERY (1968)
 EJ1067
 EJ1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EJ1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0963 ***********************************************************************
 EJ0963  DESIGNATION -  L 102
 EJ0963  PID         -  EJ0963
 EJ0963  STATE/COUNTY-  AR/PERRY
 EJ0963  USGS QUAD   -  NIMROD SE (1968)
 EJ0963
 EJ0963                         *CURRENT SURVEY CONTROL
 EJ0963  ___________________________________________________________________
 EJ0963* NAD 83(1986)-  34 52 24.     (N)    093 04 23.     (W)     SCALED    
 EJ0963* NAVD 88     -       141.889  (meters)     465.51   (feet)  ADJUSTED  
 EJ0963  ___________________________________________________________________
 EJ0963  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EJ0963  DYNAMIC HT  -         141.749 (meters)     465.05  (feet)  COMP
 EJ0963  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 EJ0963
 EJ0963  VERT ORDER  -  SECOND    CLASS 0
 EJ0963
 EJ0963.The horizontal coordinates were scaled from a topographic map and have
 EJ0963.an estimated accuracy of +/- 6 seconds.
 EJ0963
 EJ0963.The orthometric height was determined by differential leveling
 EJ0963.and adjusted by the National Geodetic Survey in June 1991..
 EJ0963
 EJ0963.The geoid height was determined by GEOID03.
 EJ0963
 EJ0963.The dynamic height is computed by dividing the NAVD 88
 EJ0963.geopotential number by the normal gravity value computed on the
 EJ0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0963.degrees latitude (g = 980.6199 gals.).
 EJ0963
 EJ0963.The modeled gravity was interpolated from observed gravity values.
 EJ0963
 EJ0963;                    North         East    Units  Estimated Accuracy
 EJ0963;SPC AR N     -    60,440.      301,890.      MT  (+/- 180 meters Scaled)
 EJ0963
 EJ0963                          SUPERSEDED SURVEY CONTROL
 EJ0963
 EJ0963  NGVD 29 (??/??/92)  141.870  (m)          465.45   (f) ADJ UNCH    2 0
 EJ0963
 EJ0963.Superseded values are not recommended for survey control.
 EJ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0963.See file dsdata.txt to determine how the superseded data were derived.
 EJ0963
 EJ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU933589(NAD 83)
 EJ0963_MARKER: DB = BENCH MARK DISK
 EJ0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0963_SP_SET: MONUMENT
 EJ0963_STAMPING: L 102 1935
 EJ0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0963
 EJ0963  HISTORY     - Date     Condition        Report By
 EJ0963  HISTORY     - 1935     MONUMENTED       CGS
 EJ0963  HISTORY     - 1968     GOOD             USE
 EJ0963
 EJ0963                          STATION DESCRIPTION
 EJ0963
 EJ0963'DESCRIBED BY US ENGINEERS 1968
 EJ0963'19.5 MI SW FROM THORNBURG.
 EJ0963'4.5 MILES SOUTH AND 15 MILES WEST
 EJ0963'OF-- LOCATED ALONG NATIONAL FOREST MAINTAINED ROAD NO. 86 (KNOWN AS
 EJ0963'THE HOLLIS-THORNBURG ROAD), 2.15 MILES EAST OF STATE HIGHWAY NO. 7, IN
 EJ0963'THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 3 NORTH, RANGE 19 WEST.
 EJ0963'TO REACH L-102 FROM THE CHURCH AND CEMETERY IN THORNBURG, ARKANSAS,
 EJ0963'WHICH IS 0.1 MILE WEST OF STATE HIGHWAY NO. 9 AND 10, TAKE THE
 EJ0963'NATIONAL FOREST MAINTAINED ROAD NO. 86 (KNOWN AS THE HOLLIS-THORNBURG
 EJ0963'ROAD) IN A SOUTHWESTERLY DIRECTION FOR 1.4 MILES TO FORK OF NATIONAL
 EJ0963'FOREST MAINTAINED ROADS NOS. 86 AND 210-2.  THEN LEFT (SOUTHWESTERLY)
 EJ0963'ON ROAD NO. 86 FOR 2.5 MILES TO A FORK IN THE ROAD. TAKE RIGHT FORK
 EJ0963'AND GO SOUTHWESTERLY ON ROAD NO. 86 FOR 5.8 MILES TO THE INTERSECTION
 EJ0963'OF NATIONAL FOREST MAINTAINED ROADS NOS. 86, 94, AND 207. CONTINUE
 EJ0963'STRAIGHT AHEAD ON ROAD NO. 86 FOR 8.1 MILES, TO A VACANT HOUSE ON THE
 EJ0963'LEFT, PREVIOUSLY OCCUPIED BY CLABORNE ALLRED, AND THE MARK. MARK IS
 EJ0963'0.35 MILE EAST OF A CONCRETE BRIDGE OVER DICK WRIGHT CREEK, IN THE
 EJ0963'FRONT YARD OF A VACANT HOUSE PREVIOUSLY OCCUPIED BY CLABORNE ALLRED,
 EJ0963'26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27.3 FEET NORTHWEST OF
 EJ0963'THE NORTHWEST CORNER OF ROCK PORCH OF HOUSE, AND 6.5 FEET SOUTH OF 16
 EJ0963'INCH CEDAR TREE, FORKED AT BASE. A USC AND GS CONCRETE MONUMENT WITH
 EJ0963'STANDARD DISK STAMPED L 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1096 ***********************************************************************
 EJ1096  DESIGNATION -  L 103
 EJ1096  PID         -  EJ1096
 EJ1096  STATE/COUNTY-  AR/GARLAND
 EJ1096  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1096
 EJ1096                         *CURRENT SURVEY CONTROL
 EJ1096  ___________________________________________________________________
 EJ1096* NAD 83(1986)-  34 36 38.     (N)    093 02 01.     (W)     SCALED    
 EJ1096* NAVD 88     -       232.294  (meters)     762.12   (feet)  ADJUSTED  
 EJ1096  ___________________________________________________________________
 EJ1096  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EJ1096  DYNAMIC HT  -         232.067 (meters)     761.37  (feet)  COMP
 EJ1096  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EJ1096
 EJ1096  VERT ORDER  -  SECOND    CLASS 0
 EJ1096
 EJ1096.The horizontal coordinates were scaled from a topographic map and have
 EJ1096.an estimated accuracy of +/- 6 seconds.
 EJ1096
 EJ1096.The orthometric height was determined by differential leveling
 EJ1096.and adjusted by the National Geodetic Survey in June 1991..
 EJ1096
 EJ1096.The geoid height was determined by GEOID03.
 EJ1096
 EJ1096.The dynamic height is computed by dividing the NAVD 88
 EJ1096.geopotential number by the normal gravity value computed on the
 EJ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1096.degrees latitude (g = 980.6199 gals.).
 EJ1096
 EJ1096.The modeled gravity was interpolated from observed gravity values.
 EJ1096
 EJ1096;                    North         East    Units  Estimated Accuracy
 EJ1096;SPC AR S     -   616,090.      305,200.      MT  (+/- 180 meters Scaled)
 EJ1096
 EJ1096                          SUPERSEDED SURVEY CONTROL
 EJ1096
 EJ1096  NGVD 29 (??/??/92)  232.287  (m)          762.09   (f) ADJ UNCH    2 0
 EJ1096
 EJ1096.Superseded values are not recommended for survey control.
 EJ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1096.See file dsdata.txt to determine how the superseded data were derived.
 EJ1096
 EJ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU969298(NAD 83)
 EJ1096_MARKER: DB = BENCH MARK DISK
 EJ1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1096_STAMPING: L 103 1935
 EJ1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1096+STABILITY: SURFACE MOTION
 EJ1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1096+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 EJ1096
 EJ1096  HISTORY     - Date     Condition        Report By
 EJ1096  HISTORY     - 1935     MONUMENTED       CGS
 EJ1096  HISTORY     - 1944     GOOD             NGS
 EJ1096  HISTORY     - 20040310 GOOD             ARHD
 EJ1096
 EJ1096                          STATION DESCRIPTION
 EJ1096
 EJ1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EJ1096'5.7 MI SE FROM BLUE SPRINGS.
 EJ1096'5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE ABANDONED SCHOOL AT
 EJ1096'BLUE SPRINGS, GARLAND COUNTY, 1.8 MILES NORTHWEST OF OZARK LITHIA
 EJ1096'HOTEL, 600 FEET WEST OF THE JUNCTION OF A ROAD LEADING NORTH, 78 FEET
 EJ1096'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 27.8 FEET SOUTH OF
 EJ1096'THE CENTER LINE OF THE HIGHWAY AND 10.1 FEET WEST OF AN 18-INCH OAK
 EJ1096'TREE.  A STANDARD DISK, STAMPED L 103 1935 AND SET IN THE TOP OF A
 EJ1096'CONCRETE POST.
 EJ1096
 EJ1096                          STATION RECOVERY (2004)
 EJ1096
 EJ1096'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EJ1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0984 ***********************************************************************
 EJ0984  DESIGNATION -  L 104
 EJ0984  PID         -  EJ0984
 EJ0984  STATE/COUNTY-  AR/SALINE
 EJ0984  USGS QUAD   -  NIMROD SE (1968)
 EJ0984
 EJ0984                         *CURRENT SURVEY CONTROL
 EJ0984  ___________________________________________________________________
 EJ0984* NAD 83(1986)-  34 48 40.     (N)    093 01 17.     (W)     SCALED    
 EJ0984* NAVD 88     -       329.494  (meters)    1081.01   (feet)  ADJUSTED  
 EJ0984  ___________________________________________________________________
 EJ0984  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 EJ0984  DYNAMIC HT  -         329.163 (meters)    1079.93  (feet)  COMP
 EJ0984  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 EJ0984
 EJ0984  VERT ORDER  -  SECOND    CLASS 0
 EJ0984
 EJ0984.The horizontal coordinates were scaled from a topographic map and have
 EJ0984.an estimated accuracy of +/- 6 seconds.
 EJ0984
 EJ0984.The orthometric height was determined by differential leveling
 EJ0984.and adjusted by the National Geodetic Survey in June 1991..
 EJ0984
 EJ0984.The geoid height was determined by GEOID03.
 EJ0984
 EJ0984.The dynamic height is computed by dividing the NAVD 88
 EJ0984.geopotential number by the normal gravity value computed on the
 EJ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0984.degrees latitude (g = 980.6199 gals.).
 EJ0984
 EJ0984.The modeled gravity was interpolated from observed gravity values.
 EJ0984
 EJ0984;                    North         East    Units  Estimated Accuracy
 EJ0984;SPC AR S     -   638,320.      306,550.      MT  (+/- 180 meters Scaled)
 EJ0984
 EJ0984                          SUPERSEDED SURVEY CONTROL
 EJ0984
 EJ0984  NGVD 29 (??/??/92)  329.476  (m)         1080.96   (f) ADJ UNCH    2 0
 EJ0984
 EJ0984.Superseded values are not recommended for survey control.
 EJ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0984.See file dsdata.txt to determine how the superseded data were derived.
 EJ0984
 EJ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU980520(NAD 83)
 EJ0984_MARKER: DB = BENCH MARK DISK
 EJ0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0984_STAMPING: L 104 1935
 EJ0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0984+STABILITY: SURFACE MOTION
 EJ0984
 EJ0984  HISTORY     - Date     Condition        Report By
 EJ0984  HISTORY     - 1935     MONUMENTED       CGS
 EJ0984  HISTORY     - 1960     POOR             NGS
 EJ0984  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ0984
 EJ0984                          STATION DESCRIPTION
 EJ0984
 EJ0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0984'13.3 MI NW FROM REFORM.
 EJ0984'13.3 MILES NORTHWEST ALONG THE ALUM FORK ROAD FROM THE POST OFFICE AT
 EJ0984'REFORM, SALINE COUNTY, 1.8 MILES EAST OF THE JUNCTION OF A TRAIL
 EJ0984'LEADING NORTH TO OAK MOUNTAIN TOWER, 0.2 MILE WEST OF AN ABANDONED
 EJ0984'HOUSE AND BARN, 100 FEET NORTHEAST OF A DOUBLE METAL-PIPE CULVERT,
 EJ0984'30.7 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ON THE INSIDE OF A
 EJ0984'CURVE IN THE ROAD.  A STANDARD DISK, STAMPED L 104 1935 AND SET IN THE
 EJ0984'TOP OF A CONCRETE POST.
 EJ0984
 EJ0984                          STATION RECOVERY (1968)
 EJ0984
 EJ0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0994 ***********************************************************************
 EJ0994  DESIGNATION -  L 105
 EJ0994  PID         -  EJ0994
 EJ0994  STATE/COUNTY-  AR/GARLAND
 EJ0994  USGS QUAD   -  STEVE (1968)
 EJ0994
 EJ0994                         *CURRENT SURVEY CONTROL
 EJ0994  ___________________________________________________________________
 EJ0994* NAD 83(1986)-  34 45 28.     (N)    093 15 27.     (W)     SCALED    
 EJ0994* NAVD 88     -       289.075  (meters)     948.41   (feet)  ADJUSTED  
 EJ0994  ___________________________________________________________________
 EJ0994  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 EJ0994  DYNAMIC HT  -         288.785 (meters)     947.46  (feet)  COMP
 EJ0994  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 EJ0994
 EJ0994  VERT ORDER  -  SECOND    CLASS 0
 EJ0994
 EJ0994.The horizontal coordinates were scaled from a topographic map and have
 EJ0994.an estimated accuracy of +/- 6 seconds.
 EJ0994
 EJ0994.The orthometric height was determined by differential leveling
 EJ0994.and adjusted by the National Geodetic Survey in June 1991..
 EJ0994
 EJ0994.The geoid height was determined by GEOID03.
 EJ0994
 EJ0994.The dynamic height is computed by dividing the NAVD 88
 EJ0994.geopotential number by the normal gravity value computed on the
 EJ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0994.degrees latitude (g = 980.6199 gals.).
 EJ0994
 EJ0994.The modeled gravity was interpolated from observed gravity values.
 EJ0994
 EJ0994;                    North         East    Units  Estimated Accuracy
 EJ0994;SPC AR S     -   632,650.      284,870.      MT  (+/- 180 meters Scaled)
 EJ0994
 EJ0994                          SUPERSEDED SURVEY CONTROL
 EJ0994
 EJ0994  NGVD 29 (??/??/92)  289.038  (m)          948.29   (f) ADJ UNCH    2 0
 EJ0994
 EJ0994.Superseded values are not recommended for survey control.
 EJ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0994.See file dsdata.txt to determine how the superseded data were derived.
 EJ0994
 EJ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU764462(NAD 83)
 EJ0994_MARKER: DB = BENCH MARK DISK
 EJ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0994_STAMPING: L 105 1935
 EJ0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0994+STABILITY: SURFACE MOTION
 EJ0994
 EJ0994  HISTORY     - Date     Condition        Report By
 EJ0994  HISTORY     - 1935     MONUMENTED       CGS
 EJ0994  HISTORY     - 1935     GOOD             NGS
 EJ0994  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ0994
 EJ0994                          STATION DESCRIPTION
 EJ0994
 EJ0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0994'2.0 MI E FROM GLADSTONE.
 EJ0994'2.0 MILES EAST ALONG THE NORTH FORK ROAD FROM THE JOE TERRY LOG HOUSE
 EJ0994'AT GLADSTONE, GARLAND COUNTY, 1.7 MILES WEST OF A STEEL BRIDGE OVER
 EJ0994'BRUSH CREEK, AT THE JUNCTION OF A ROAD LEADING NORTH TO POTATO HILL,
 EJ0994'57.8 FEET SOUTHWEST OF THE CENTER LINE OF THE POTATO HILL ROAD, 23.4
 EJ0994'FEET NORTHWEST OF THE CENTER LINE OF THE NORTH FORK ROAD, AND 28.2
 EJ0994'FEET NORTHEAST OF THE CENTER LINE OF A DRAINAGE DITCH LEADING NORTH
 EJ0994'FROM THE ROAD.  A STANDARD DISK, STAMPED L 105 1935 AND SET IN THE TOP
 EJ0994'OF A CONCRETE POST.
 EJ0994
 EJ0994                          STATION RECOVERY (1968)
 EJ0994
 EJ0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2093 ***********************************************************************
 EH2093  DESIGNATION -  L 107
 EH2093  PID         -  EH2093
 EH2093  STATE/COUNTY-  AR/LONOKE
 EH2093  USGS QUAD   -  LONOKE (1982)
 EH2093
 EH2093                         *CURRENT SURVEY CONTROL
 EH2093  ___________________________________________________________________
 EH2093* NAD 83(1986)-  34 47 05.     (N)    091 57 40.     (W)     SCALED    
 EH2093* NAVD 88     -        68.253  (meters)     223.93   (feet)  ADJUSTED  
 EH2093  ___________________________________________________________________
 EH2093  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2093  DYNAMIC HT  -          68.190 (meters)     223.72  (feet)  COMP
 EH2093  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 EH2093
 EH2093  VERT ORDER  -  FIRST     CLASS II
 EH2093
 EH2093.The horizontal coordinates were scaled from a topographic map and have
 EH2093.an estimated accuracy of +/- 6 seconds.
 EH2093
 EH2093.The orthometric height was determined by differential leveling
 EH2093.and adjusted by the National Geodetic Survey in June 1991..
 EH2093
 EH2093.The geoid height was determined by GEOID03.
 EH2093
 EH2093.The dynamic height is computed by dividing the NAVD 88
 EH2093.geopotential number by the normal gravity value computed on the
 EH2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2093.degrees latitude (g = 980.6199 gals.).
 EH2093
 EH2093.The modeled gravity was interpolated from observed gravity values.
 EH2093
 EH2093;                    North         East    Units  Estimated Accuracy
 EH2093;SPC AR S     -   634,930.      403,560.      MT  (+/- 180 meters Scaled)
 EH2093
 EH2093                          SUPERSEDED SURVEY CONTROL
 EH2093
 EH2093  NGVD 29 (??/??/??)   68.273  (m)          223.99   (f) ADJUSTED    1 2
 EH2093
 EH2093.Superseded values are not recommended for survey control.
 EH2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2093.See file dsdata.txt to determine how the superseded data were derived.
 EH2093
 EH2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU950496(NAD 83)
 EH2093_MARKER: DB = BENCH MARK DISK
 EH2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2093_STAMPING: L 107 1954
 EH2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2093+STABILITY: SURFACE MOTION
 EH2093
 EH2093  HISTORY     - Date     Condition        Report By
 EH2093  HISTORY     - 1954     MONUMENTED       CGS
 EH2093
 EH2093                          STATION DESCRIPTION
 EH2093
 EH2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2093'3.5 MI W FROM LONOKE.
 EH2093'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2093'FROM THE STATION AT LONOKE, 3 1/2 POLES EAST OF MILEPOST 115, 2 1/2
 EH2093'POLES WEST OF SEMAPHORE 114.9, 40.7 FEET NORTH OF THE NORTH RAIL, 57
 EH2093'FEET SOUTH OF A FENCE, 64 FEET EAST OF A TELEPHONE POLE, 1.6 FEET EAST
 EH2093'OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 EH2093'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2031 ***********************************************************************
 EH2031  DESIGNATION -  L 108
 EH2031  PID         -  EH2031
 EH2031  STATE/COUNTY-  AR/LONOKE
 EH2031  USGS QUAD   -  CARLISLE (1994)
 EH2031
 EH2031                         *CURRENT SURVEY CONTROL
 EH2031  ___________________________________________________________________
 EH2031* NAD 83(1986)-  34 48 12.     (N)    091 42 47.     (W)     SCALED    
 EH2031* NAVD 88     -        73.003  (meters)     239.51   (feet)  ADJUSTED  
 EH2031  ___________________________________________________________________
 EH2031  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2031  DYNAMIC HT  -          72.934 (meters)     239.28  (feet)  COMP
 EH2031  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 EH2031
 EH2031  VERT ORDER  -  FIRST     CLASS II
 EH2031
 EH2031.This mark is at Carlisle Airport (4M3)
 EH2031
 EH2031.The horizontal coordinates were scaled from a topographic map and have
 EH2031.an estimated accuracy of +/- 6 seconds.
 EH2031
 EH2031.The orthometric height was determined by differential leveling
 EH2031.and adjusted by the National Geodetic Survey in June 1991..
 EH2031
 EH2031.The geoid height was determined by GEOID03.
 EH2031
 EH2031.The dynamic height is computed by dividing the NAVD 88
 EH2031.geopotential number by the normal gravity value computed on the
 EH2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2031.degrees latitude (g = 980.6199 gals.).
 EH2031
 EH2031.The modeled gravity was interpolated from observed gravity values.
 EH2031
 EH2031;                    North         East    Units  Estimated Accuracy
 EH2031;SPC AR S     -   637,030.      426,260.      MT  (+/- 180 meters Scaled)
 EH2031
 EH2031                          SUPERSEDED SURVEY CONTROL
 EH2031
 EH2031  NGVD 29 (??/??/??)   73.013  (m)          239.54   (f) ADJUSTED    1 2
 EH2031
 EH2031.Superseded values are not recommended for survey control.
 EH2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2031.See file dsdata.txt to determine how the superseded data were derived.
 EH2031
 EH2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU177519(NAD 83)
 EH2031_MARKER: DB = BENCH MARK DISK
 EH2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2031_STAMPING: L 108 1954
 EH2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2031+STABILITY: SURFACE MOTION
 EH2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2031+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2031
 EH2031  HISTORY     - Date     Condition        Report By
 EH2031  HISTORY     - 1954     MONUMENTED       CGS
 EH2031  HISTORY     - 1963     GOOD             CGS
 EH2031  HISTORY     - 20030609 GOOD             USACE
 EH2031
 EH2031                          STATION DESCRIPTION
 EH2031
 EH2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2031'4.05 MI NE FROM CARLISLE.
 EH2031'1.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH2031'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 1.0 MILE EAST ALONG A
 EH2031'DIRT ROAD, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD, 231 FEET
 EH2031'NORTH OF CENTER LINE OF A GRAVELED ROAD, 6.3 FEET SOUTHWEST OF THE
 EH2031'SOUTHEAST CORNER OF THE HANGAR AT THE CARLISLE MUNICIPAL AIRPORT, 2.8
 EH2031'FEET SOUTH OF THE SOUTH WALL OF THE HANGAR, SET IN THE TOP OF A
 EH2031'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EH2031
 EH2031                          STATION RECOVERY (1963)
 EH2031
 EH2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2031'RECOVERED IN GOOD CONDITION.
 EH2031
 EH2031                          STATION RECOVERY (2003)
 EH2031
 EH2031'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2031'HANGAR IN DESCRIPTION NO LONGER EXISTS. CHAIN LINK FENCE AT
 EH2031'FOUNDATION, ALSO CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1088 ***********************************************************************
 EH1088  DESIGNATION -  L 109
 EH1088  PID         -  EH1088
 EH1088  STATE/COUNTY-  AR/PRAIRIE
 EH1088  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1088
 EH1088                         *CURRENT SURVEY CONTROL
 EH1088  ___________________________________________________________________
 EH1088* NAD 83(1986)-  34 46 58.     (N)    091 29 49.     (W)     SCALED    
 EH1088* NAVD 88     -        68.718  (meters)     225.45   (feet)  ADJUSTED  
 EH1088  ___________________________________________________________________
 EH1088  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1088  DYNAMIC HT  -          68.653 (meters)     225.24  (feet)  COMP
 EH1088  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 EH1088
 EH1088  VERT ORDER  -  FIRST     CLASS II
 EH1088
 EH1088.The horizontal coordinates were scaled from a topographic map and have
 EH1088.an estimated accuracy of +/- 6 seconds.
 EH1088
 EH1088.The orthometric height was determined by differential leveling
 EH1088.and adjusted by the National Geodetic Survey in June 1991..
 EH1088
 EH1088.The geoid height was determined by GEOID03.
 EH1088
 EH1088.The dynamic height is computed by dividing the NAVD 88
 EH1088.geopotential number by the normal gravity value computed on the
 EH1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1088.degrees latitude (g = 980.6199 gals.).
 EH1088
 EH1088.The modeled gravity was interpolated from observed gravity values.
 EH1088
 EH1088;                    North         East    Units  Estimated Accuracy
 EH1088;SPC AR S     -   634,820.      446,040.      MT  (+/- 180 meters Scaled)
 EH1088
 EH1088                          SUPERSEDED SURVEY CONTROL
 EH1088
 EH1088  NGVD 29 (??/??/??)   68.722  (m)          225.47   (f) ADJUSTED    1 2
 EH1088
 EH1088.Superseded values are not recommended for survey control.
 EH1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1088.See file dsdata.txt to determine how the superseded data were derived.
 EH1088
 EH1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU375499(NAD 83)
 EH1088_MARKER: DB = BENCH MARK DISK
 EH1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1088_STAMPING: L 109 1954
 EH1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1088+STABILITY: SURFACE MOTION
 EH1088
 EH1088  HISTORY     - Date     Condition        Report By
 EH1088  HISTORY     - 1954     MONUMENTED       CGS
 EH1088  HISTORY     - 20030428 MARK NOT FOUND   USACE
 EH1088
 EH1088                          STATION DESCRIPTION
 EH1088
 EH1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1088'4.9 MI E FROM HAZEN.
 EH1088'4.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1088'FROM THE STATION AT HAZEN, 0.15 MILE WEST OF THE WEST END OF MESA
 EH1088'SIDING, AT A ROAD CROSSING, 120 FEET WEST OF THE CENTER LINE OF A DIRT
 EH1088'ROAD LEADING NORTH, 56 FEET NORTH OF A FENCE, 42.5 FEET SOUTH OF THE
 EH1088'SOUTH RAIL, 19 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 EH1088'TELEPHONE POLES, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 EH1088'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH1088
 EH1088                          STATION RECOVERY (2003)
 EH1088
 EH1088'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0004 ***********************************************************************
 DL0004  DESIGNATION -  L 11
 DL0004  PID         -  DL0004
 DL0004  STATE/COUNTY-  AR/CLEVELAND
 DL0004  USGS QUAD   -  RISON (1982)
 DL0004
 DL0004                         *CURRENT SURVEY CONTROL
 DL0004  ___________________________________________________________________
 DL0004* NAD 83(1986)-  33 57 39.     (N)    092 11 30.     (W)     SCALED    
 DL0004* NAVD 88     -        71.966  (meters)     236.11   (feet)  ADJUSTED  
 DL0004  ___________________________________________________________________
 DL0004  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DL0004  DYNAMIC HT  -          71.895 (meters)     235.88  (feet)  COMP
 DL0004  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 DL0004
 DL0004  VERT ORDER  -  SECOND    CLASS 0
 DL0004
 DL0004.The horizontal coordinates were scaled from a topographic map and have
 DL0004.an estimated accuracy of +/- 6 seconds.
 DL0004
 DL0004.The orthometric height was determined by differential leveling
 DL0004.and adjusted by the National Geodetic Survey in June 1991..
 DL0004
 DL0004.The geoid height was determined by GEOID03.
 DL0004
 DL0004.The dynamic height is computed by dividing the NAVD 88
 DL0004.geopotential number by the normal gravity value computed on the
 DL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0004.degrees latitude (g = 980.6199 gals.).
 DL0004
 DL0004.The modeled gravity was interpolated from observed gravity values.
 DL0004
 DL0004;                    North         East    Units  Estimated Accuracy
 DL0004;SPC AR S     -   543,560.      382,290.      MT  (+/- 180 meters Scaled)
 DL0004
 DL0004                          SUPERSEDED SURVEY CONTROL
 DL0004
 DL0004  NGVD 29 (??/??/92)   72.032  (m)          236.32   (f) ADJ UNCH    2 0
 DL0004
 DL0004.Superseded values are not recommended for survey control.
 DL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0004.See file dsdata.txt to determine how the superseded data were derived.
 DL0004
 DL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT746581(NAD 83)
 DL0004_MARKER: DB = BENCH MARK DISK
 DL0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0004_STAMPING: 236.374 L 11 1932
 DL0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0004+STABILITY: SURFACE MOTION
 DL0004
 DL0004  HISTORY     - Date     Condition        Report By
 DL0004  HISTORY     - 1932     MONUMENTED       CGS
 DL0004  HISTORY     - 1969     MARK NOT FOUND   USGS
 DL0004
 DL0004                          STATION DESCRIPTION
 DL0004
 DL0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0004'IN RISON.
 DL0004'AT RISON, CLEVELAND COUNTY, ON THE ST. LOUIS SOUTHWESTERN RAILWAY, 87
 DL0004'FEET SOUTHEAST OF THE STATION, AT THE MAIN STREET CROSSING, 54 FEET
 DL0004'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 50 FEET NORTHEAST
 DL0004'OF THE CENTER LINE OF THE MAIN STREET, AND 61 FEET NORTH OF THE
 DL0004'NORTHWEST CORNER OF THE REED CASH STORE.  A STANDARD DISK, STAMPED
 DL0004'236.374 L 11 1932 AND SET IN THE TOP OF A CONCRETE POST.
 DL0004
 DL0004                          STATION RECOVERY (1969)
 DL0004
 DL0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DL0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1240 ***********************************************************************
 FF1240  DESIGNATION -  L 11 1
 FF1240  PID         -  FF1240
 FF1240  STATE/COUNTY-  AR/WOODRUFF
 FF1240  USGS QUAD   -  MC CRORY (1980)
 FF1240
 FF1240                         *CURRENT SURVEY CONTROL
 FF1240  ___________________________________________________________________
 FF1240* NAD 83(1986)-  35 19 52.     (N)    091 13 47.     (W)     SCALED    
 FF1240* NAVD 88     -        61.364  (meters)     201.33   (feet)  ADJUSTED  
 FF1240  ___________________________________________________________________
 FF1240  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF1240  DYNAMIC HT  -          61.310 (meters)     201.15  (feet)  COMP
 FF1240  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FF1240
 FF1240  VERT ORDER  -  SECOND    CLASS 0
 FF1240
 FF1240.The horizontal coordinates were scaled from a topographic map and have
 FF1240.an estimated accuracy of +/- 6 seconds.
 FF1240
 FF1240.The orthometric height was determined by differential leveling
 FF1240.and adjusted by the National Geodetic Survey in June 1991..
 FF1240
 FF1240.The geoid height was determined by GEOID03.
 FF1240
 FF1240.The dynamic height is computed by dividing the NAVD 88
 FF1240.geopotential number by the normal gravity value computed on the
 FF1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1240.degrees latitude (g = 980.6199 gals.).
 FF1240
 FF1240.The modeled gravity was interpolated from observed gravity values.
 FF1240
 FF1240;                    North         East    Units  Estimated Accuracy
 FF1240;SPC AR N     -   110,970.      470,030.      MT  (+/- 180 meters Scaled)
 FF1240
 FF1240                          SUPERSEDED SURVEY CONTROL
 FF1240
 FF1240  NGVD 29 (??/??/??)   61.321  (m)          201.18   (f) ADJUSTED    2 0
 FF1240
 FF1240.Superseded values are not recommended for survey control.
 FF1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1240.See file dsdata.txt to determine how the superseded data were derived.
 FF1240
 FF1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV608112(NAD 83)
 FF1240_MARKER: DD = SURVEY DISK
 FF1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1240_STAMPING: L 11-1
 FF1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1240+STABILITY: SURFACE MOTION
 FF1240
 FF1240  HISTORY     - Date     Condition        Report By
 FF1240  HISTORY     - UNK      MONUMENTED       DOD
 FF1240  HISTORY     - 1935     GOOD             CGS
 FF1240  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF1240
 FF1240                          STATION DESCRIPTION
 FF1240
 FF1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1240'5.3 MI N FROM PATTERSON.
 FF1240'5.3 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1240'PACIFIC RAILROAD FROM PATTERSON, WOODRUFF COUNTY, AT GOODRICH,
 FF1240'148 FEET NORTH OF POLE 31/20, 87 FEET WEST OF THE SOUTHWEST
 FF1240'CORNER OF A RURAL SCHOOLHOUSE, AT A ROAD CROSSING,
 FF1240'18 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 33 FEET
 FF1240'NORTH OF THE RIGHT-OF-WAY FENCE CORNER.  A CORPS OF ENGINEERS,
 FF1240'U.S. ARMY, STANDARD DISK, STAMPED L 11-1 AND SET IN THE TOP OF
 FF1240'A CONCRETE POST.
 FF1240
 FF1240                          STATION RECOVERY (1975)
 FF1240
 FF1240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF1240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1237 ***********************************************************************
 FF1237  DESIGNATION -  L 11 5
 FF1237  PID         -  FF1237
 FF1237  STATE/COUNTY-  AR/WOODRUFF
 FF1237  USGS QUAD   -  MC CRORY (1980)
 FF1237
 FF1237                         *CURRENT SURVEY CONTROL
 FF1237  ___________________________________________________________________
 FF1237* NAD 83(1986)-  35 17 45.     (N)    091 14 17.     (W)     SCALED    
 FF1237* NAVD 88     -        60.108  (meters)     197.20   (feet)  ADJUSTED  
 FF1237  ___________________________________________________________________
 FF1237  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1237  DYNAMIC HT  -          60.054 (meters)     197.03  (feet)  COMP
 FF1237  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 FF1237
 FF1237  VERT ORDER  -  SECOND    CLASS 0
 FF1237
 FF1237.The horizontal coordinates were scaled from a topographic map and have
 FF1237.an estimated accuracy of +/- 6 seconds.
 FF1237
 FF1237.The orthometric height was determined by differential leveling
 FF1237.and adjusted by the National Geodetic Survey in June 1991..
 FF1237
 FF1237.The geoid height was determined by GEOID03.
 FF1237
 FF1237.The dynamic height is computed by dividing the NAVD 88
 FF1237.geopotential number by the normal gravity value computed on the
 FF1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1237.degrees latitude (g = 980.6199 gals.).
 FF1237
 FF1237.The modeled gravity was interpolated from observed gravity values.
 FF1237
 FF1237;                    North         East    Units  Estimated Accuracy
 FF1237;SPC AR N     -   107,050.      469,300.      MT  (+/- 180 meters Scaled)
 FF1237
 FF1237                          SUPERSEDED SURVEY CONTROL
 FF1237
 FF1237  NGVD 29 (??/??/??)   60.067  (m)          197.07   (f) ADJUSTED    2 0
 FF1237
 FF1237.Superseded values are not recommended for survey control.
 FF1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1237.See file dsdata.txt to determine how the superseded data were derived.
 FF1237
 FF1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV602072(NAD 83)
 FF1237_MARKER: P = PIPE CAP
 FF1237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1237_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1237_STAMPING: BM L 11-5 1934
 FF1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1237
 FF1237  HISTORY     - Date     Condition        Report By
 FF1237  HISTORY     - 1934     MONUMENTED       DOD
 FF1237  HISTORY     - 1935     GOOD             CGS
 FF1237  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1237
 FF1237                          STATION DESCRIPTION
 FF1237
 FF1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1237'2.6 MI N FROM PATTERSON.
 FF1237'2.6 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1237'PACIFIC RAILROAD FROM THE STATION AT PATTERSON, WOODRUFF COUNTY,
 FF1237'35 FEET NORTH OF THE STATION AT RIVERSIDE, 180 FEET NORTH OF
 FF1237'MILEPOST 29, 120 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 FF1237'9 FEET EAST OF A 4-FOOT LOCUST TREE.  A CORPS OF ENGINEERS,
 FF1237'U.S. ARMY, STANDARD CAP, STAMPED BM L 11-5 1934 AND FASTENED ON
 FF1237'THE TOP OF A 4-INCH IRON PIPE.
 FF1237
 FF1237                          STATION RECOVERY (2003)
 FF1237
 FF1237'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1248 ***********************************************************************
 FF1248  DESIGNATION -  L 11 6
 FF1248  PID         -  FF1248
 FF1248  STATE/COUNTY-  AR/JACKSON
 FF1248  USGS QUAD   -  TUPELO (1980)
 FF1248
 FF1248                         *CURRENT SURVEY CONTROL
 FF1248  ___________________________________________________________________
 FF1248* NAD 83(1986)-  35 29 23.     (N)    091 13 49.     (W)     SCALED    
 FF1248* NAVD 88     -        69.125  (meters)     226.79   (feet)  ADJUSTED  
 FF1248  ___________________________________________________________________
 FF1248  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FF1248  DYNAMIC HT  -          69.065 (meters)     226.59  (feet)  COMP
 FF1248  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 FF1248
 FF1248  VERT ORDER  -  SECOND    CLASS 0
 FF1248
 FF1248.The horizontal coordinates were scaled from a topographic map and have
 FF1248.an estimated accuracy of +/- 6 seconds.
 FF1248
 FF1248.The orthometric height was determined by differential leveling
 FF1248.and adjusted by the National Geodetic Survey in June 1991..
 FF1248
 FF1248.The geoid height was determined by GEOID03.
 FF1248
 FF1248.The dynamic height is computed by dividing the NAVD 88
 FF1248.geopotential number by the normal gravity value computed on the
 FF1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1248.degrees latitude (g = 980.6199 gals.).
 FF1248
 FF1248.The modeled gravity was interpolated from observed gravity values.
 FF1248
 FF1248;                    North         East    Units  Estimated Accuracy
 FF1248;SPC AR N     -   128,560.      469,840.      MT  (+/- 180 meters Scaled)
 FF1248
 FF1248                          SUPERSEDED SURVEY CONTROL
 FF1248
 FF1248  NGVD 29 (??/??/??)   69.071  (m)          226.61   (f) ADJUSTED    2 0
 FF1248
 FF1248.Superseded values are not recommended for survey control.
 FF1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1248.See file dsdata.txt to determine how the superseded data were derived.
 FF1248
 FF1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV605287(NAD 83)
 FF1248_MARKER: DD = SURVEY DISK
 FF1248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1248_STAMPING: BM L 11-6 1934
 FF1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1248
 FF1248  HISTORY     - Date     Condition        Report By
 FF1248  HISTORY     - 1934     MONUMENTED       DOD
 FF1248  HISTORY     - 1935     GOOD             CGS
 FF1248  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1248  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF1248
 FF1248                          STATION DESCRIPTION
 FF1248
 FF1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1248'2.7 MI N FROM WELDON.
 FF1248'2.7 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1248'PACIFIC RAILROAD FROM THE STATION AT WELDON, JACKSON COUNTY,
 FF1248'17 POLES NORTH OF MILEPOST 42, 60 FEET NORTH OF A DIRT ROAD,
 FF1248'45 FEET EAST OF THE CENTERLINE OF THE TRACK, 27 FEET NORTH OF
 FF1248'A FENCE CORNER, AND 2 FEET WEST OF THE FENCE.  A CORPS OF
 FF1248'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED BM L 11-6 1934
 FF1248'AND SET IN THE TOP OF A 4-INCH PIPE FILLED WITH CONCRETE AND
 FF1248'PROJECTING 4 INCHES ABOVE GROUND.
 FF1248
 FF1248                          STATION RECOVERY (1964)
 FF1248
 FF1248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1248'MARK NOT FOUND.
 FF1248
 FF1248                          STATION RECOVERY (1975)
 FF1248
 FF1248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1187 ***********************************************************************
 FF1187  DESIGNATION -  L 11 7
 FF1187  PID         -  FF1187
 FF1187  STATE/COUNTY-  AR/CROSS
 FF1187  USGS QUAD   -  TILTON (1980)
 FF1187
 FF1187                         *CURRENT SURVEY CONTROL
 FF1187  ___________________________________________________________________
 FF1187* NAD 83(1986)-  35 19 21.     (N)    091 00 50.     (W)     SCALED    
 FF1187* NAVD 88     -        68.519  (meters)     224.80   (feet)  ADJUSTED  
 FF1187  ___________________________________________________________________
 FF1187  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1187  DYNAMIC HT  -          68.458 (meters)     224.60  (feet)  COMP
 FF1187  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FF1187
 FF1187  VERT ORDER  -  FIRST     CLASS II
 FF1187
 FF1187.The horizontal coordinates were scaled from a topographic map and have
 FF1187.an estimated accuracy of +/- 6 seconds.
 FF1187
 FF1187.The orthometric height was determined by differential leveling
 FF1187.and adjusted by the National Geodetic Survey in June 1991..
 FF1187
 FF1187.The geoid height was determined by GEOID03.
 FF1187
 FF1187.The dynamic height is computed by dividing the NAVD 88
 FF1187.geopotential number by the normal gravity value computed on the
 FF1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1187.degrees latitude (g = 980.6199 gals.).
 FF1187
 FF1187.The modeled gravity was interpolated from observed gravity values.
 FF1187
 FF1187;                    North         East    Units  Estimated Accuracy
 FF1187;SPC AR N     -   110,190.      489,660.      MT  (+/- 180 meters Scaled)
 FF1187
 FF1187                          SUPERSEDED SURVEY CONTROL
 FF1187
 FF1187  NGVD 29 (??/??/??)   68.477  (m)          224.66   (f) ADJUSTED    1 2
 FF1187
 FF1187.Superseded values are not recommended for survey control.
 FF1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1187.See file dsdata.txt to determine how the superseded data were derived.
 FF1187
 FF1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV805106(NAD 83)
 FF1187_MARKER: DD = SURVEY DISK
 FF1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1187_STAMPING: L-11-7
 FF1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1187+STABILITY: SURFACE MOTION
 FF1187
 FF1187  HISTORY     - Date     Condition        Report By
 FF1187  HISTORY     - UNK      MONUMENTED       DOD
 FF1187  HISTORY     - 1956     GOOD             CGS
 FF1187  HISTORY     - 20030612 MARK NOT FOUND   USACE
 FF1187
 FF1187                          STATION DESCRIPTION
 FF1187
 FF1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1187'5.6 MI S FROM HICKORY RIDGE.
 FF1187'5.55 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1187'THE STATION AT HICKORY RIDGE, ABOUT 0.25 MILE NORTH OF STATION SIGN
 FF1187'AT TILTON, 182 YARDS SOUTH OF AN EAST-WEST ROAD CROSSING, 16.8
 FF1187'FEET WEST OF WEST RAIL, 48 1/2 FEET WEST-NORTHWEST AND ACROSS
 FF1187'TRACK FROM TELEPHONE POLE NO. 167/04, 30.2 FEET EAST OF A FENCE
 FF1187'LINE, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 FF1187'OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- MARK IS ABOUT
 FF1187'5.45 MILES NORTH OF THE STATION AT FAIROAKS, CROSS COUNTY.
 FF1187
 FF1187                          STATION RECOVERY (2003)
 FF1187
 FF1187'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1617 ***********************************************************************
 EH1617  DESIGNATION -  L 112 RESET
 EH1617  PID         -  EH1617
 EH1617  STATE/COUNTY-  AR/JEFFERSON
 EH1617  USGS QUAD   -  REYDELL (1975)
 EH1617
 EH1617                         *CURRENT SURVEY CONTROL
 EH1617  ___________________________________________________________________
 EH1617* NAD 83(1986)-  34 11 26.     (N)    091 32 22.     (W)     SCALED    
 EH1617* NAVD 88     -        54.70   (meters)     179.5    (feet)  RESET     
 EH1617  ___________________________________________________________________
 EH1617  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH1617
 EH1617  VERT ORDER  -  THIRD
 EH1617
 EH1617.The horizontal coordinates were scaled from a topographic map and have
 EH1617.an estimated accuracy of +/- 6 seconds.
 EH1617
 EH1617.The orthometric height was computed from unverified reset data.
 EH1617.No vertical observational check was made to the station.
 EH1617
 EH1617.The geoid height was determined by GEOID03.
 EH1617
 EH1617;                    North         East    Units  Estimated Accuracy
 EH1617;SPC AR S     -   569,110.      442,450.      MT  (+/- 180 meters Scaled)
 EH1617
 EH1617                          SUPERSEDED SURVEY CONTROL
 EH1617
 EH1617  NGVD 29 (??/??/??)   54.78   (m)          179.7    (f) RESET       3  
 EH1617
 EH1617.Superseded values are not recommended for survey control.
 EH1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1617.See file dsdata.txt to determine how the superseded data were derived.
 EH1617
 EH1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT345842(NAD 83)
 EH1617_MARKER: DB = BENCH MARK DISK
 EH1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1617_SP_SET: BUILDING
 EH1617_STAMPING: L 112 RESET 1958
 EH1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1617
 EH1617  HISTORY     - Date     Condition        Report By
 EH1617  HISTORY     - 1958     MONUMENTED       CGS
 EH1617
 EH1617                          STATION DESCRIPTION
 EH1617
 EH1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EH1617'3.2 MI NE FROM REYDEL.
 EH1617'LOCATED 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST
 EH1617'OFFICE AT REYDEL, 1.3 MILES SOUTHWEST OF THE BAYOU METO BRIDGE AND THE
 EH1617'ARKANSAS-JEFFERSON COUNTY LINE, IN THE NORTHWEST CORNER OF THE FRONT
 EH1617'LAWN OF A LARGE WHITE HOUSE WITH TWO LARGE OAK TREES IN THE FRONT YARD
 EH1617'OWNED BY MR. S. D. HICKS.  IT IS 50 FEET EAST OF THE CENTER OF STATE
 EH1617'HIGHWAY 11, 92 FEET NORTH OF THE CENTER OF THE PRIVATE DRIVEWAY TO THE
 EH1617'WHITE HOUSE, 181 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 EH1617'148 FEET NORTHWEST OF A 3-FOOT OAK TREE NEAR THE NORTHWEST CORNER OF
 EH1617'THE HOUSE, 18 FEET WEST OF THE CENTER OF A GROUND HEMLOCK TREE, 19
 EH1617'FEET SOUTH OF THE SOUTHWEST CORNER OF A CULTIVATED FIELD AND 1 FOOT
 EH1617'SOUTHEAST OF A METAL WITNESS POST WITH A SMALL WHITE SIGN. A STANDARD
 EH1617'DISK, STAMPED L 112 RESET 1958 PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2065 ***********************************************************************
 EH2065  DESIGNATION -  L 113
 EH2065  PID         -  EH2065
 EH2065  STATE/COUNTY-  AR/ARKANSAS
 EH2065  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2065
 EH2065                         *CURRENT SURVEY CONTROL
 EH2065  ___________________________________________________________________
 EH2065* NAD 83(1986)-  34 31 21.     (N)    091 31 35.     (W)     SCALED    
 EH2065* NAVD 88     -        64.822  (meters)     212.67   (feet)  ADJUSTED  
 EH2065  ___________________________________________________________________
 EH2065  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH2065  DYNAMIC HT  -          64.760 (meters)     212.47  (feet)  COMP
 EH2065  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 EH2065
 EH2065  VERT ORDER  -  FIRST     CLASS II
 EH2065
 EH2065.The horizontal coordinates were scaled from a topographic map and have
 EH2065.an estimated accuracy of +/- 6 seconds.
 EH2065
 EH2065.The orthometric height was determined by differential leveling
 EH2065.and adjusted by the National Geodetic Survey in June 1991..
 EH2065
 EH2065.The geoid height was determined by GEOID03.
 EH2065
 EH2065.The dynamic height is computed by dividing the NAVD 88
 EH2065.geopotential number by the normal gravity value computed on the
 EH2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2065.degrees latitude (g = 980.6199 gals.).
 EH2065
 EH2065.The modeled gravity was interpolated from observed gravity values.
 EH2065
 EH2065;                    North         East    Units  Estimated Accuracy
 EH2065;SPC AR S     -   605,940.      443,480.      MT  (+/- 180 meters Scaled)
 EH2065
 EH2065                          SUPERSEDED SURVEY CONTROL
 EH2065
 EH2065  NGVD 29 (??/??/??)   64.850  (m)          212.76   (f) ADJUSTED    1 2
 EH2065
 EH2065.Superseded values are not recommended for survey control.
 EH2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2065.See file dsdata.txt to determine how the superseded data were derived.
 EH2065
 EH2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU352210(NAD 83)
 EH2065_MARKER: DB = BENCH MARK DISK
 EH2065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2065_SP_SET: CULVERT
 EH2065_STAMPING: L 113 1954
 EH2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2065
 EH2065  HISTORY     - Date     Condition        Report By
 EH2065  HISTORY     - 1954     MONUMENTED       CGS
 EH2065  HISTORY     - 1955     GOOD             CGS
 EH2065  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2065
 EH2065                          STATION DESCRIPTION
 EH2065
 EH2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2065'1.8 MI NE FROM STUTTGART.
 EH2065'ABOUT 1.8 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH2065'FROM THE STATION AT STUTTGART, ABOUT 0.5 MILE SOUTHWEST OF MILE POLE
 EH2065'231, AT THE CROSSING OF STATE HIGHWAY 146 LEADING EAST, 25 1/2 FEET
 EH2065'SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 41 FEET SOUTHEAST OF
 EH2065'SOUTHEAST RAIL OF MAIN TRACK, 21 FEET NORTH OF CENTER LINE OF HIGHWAY,
 EH2065'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A
 EH2065'30-INCH PIPE CULVERT UNDER HIGHWAY 146 AND ABOUT 2 FEET BELOW LEVEL OF
 EH2065'TRACKS.
 EH2065
 EH2065                          STATION RECOVERY (2003)
 EH2065
 EH2065'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2377 ***********************************************************************
 EH2377  DESIGNATION -  L 114
 EH2377  PID         -  EH2377
 EH2377  STATE/COUNTY-  AR/PRAIRIE
 EH2377  USGS QUAD   -  SLOVAK (1994)
 EH2377
 EH2377                         *CURRENT SURVEY CONTROL
 EH2377  ___________________________________________________________________
 EH2377* NAD 83(1986)-  34 43 43.     (N)    091 35 24.     (W)     SCALED    
 EH2377* NAVD 88     -        65.038  (meters)     213.38   (feet)  ADJUSTED  
 EH2377  ___________________________________________________________________
 EH2377  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH2377  DYNAMIC HT  -          64.977 (meters)     213.18  (feet)  COMP
 EH2377  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 EH2377
 EH2377  VERT ORDER  -  FIRST     CLASS II
 EH2377
 EH2377.The horizontal coordinates were scaled from a topographic map and have
 EH2377.an estimated accuracy of +/- 6 seconds.
 EH2377
 EH2377.The orthometric height was determined by differential leveling
 EH2377.and adjusted by the National Geodetic Survey in June 1991..
 EH2377
 EH2377.The geoid height was determined by GEOID03.
 EH2377
 EH2377.The dynamic height is computed by dividing the NAVD 88
 EH2377.geopotential number by the normal gravity value computed on the
 EH2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2377.degrees latitude (g = 980.6199 gals.).
 EH2377
 EH2377.The modeled gravity was interpolated from observed gravity values.
 EH2377
 EH2377;                    North         East    Units  Estimated Accuracy
 EH2377;SPC AR S     -   628,780.      437,550.      MT  (+/- 180 meters Scaled)
 EH2377
 EH2377                          SUPERSEDED SURVEY CONTROL
 EH2377
 EH2377  NGVD 29 (??/??/??)   65.056  (m)          213.44   (f) ADJUSTED    1 2
 EH2377
 EH2377.Superseded values are not recommended for survey control.
 EH2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2377.See file dsdata.txt to determine how the superseded data were derived.
 EH2377
 EH2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU290438(NAD 83)
 EH2377_MARKER: DB = BENCH MARK DISK
 EH2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2377_STAMPING: L 114 1954
 EH2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2377+STABILITY: SURFACE MOTION
 EH2377
 EH2377  HISTORY     - Date     Condition        Report By
 EH2377  HISTORY     - 1954     MONUMENTED       CGS
 EH2377  HISTORY     - 20030612 POOR             USACE
 EH2377
 EH2377                          STATION DESCRIPTION
 EH2377
 EH2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2377'3.8 MI S FROM HAZEN.
 EH2377'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK ISLAND AND
 EH2377'PACIFIC RAILROAD STATION AT HAZEN, THENCE 3.3 MILES SOUTH ALONG A
 EH2377'GRAVELED ROAD, AT A JOG IN THE ROAD, 274 FEET SOUTH OF THE CENTER LINE
 EH2377'OF A ROAD LEADING EAST, 27 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 EH2377'ROAD LEADING WEST, 27 FEET EAST OF THE CENTER LINE OF A NORTH AND
 EH2377'SOUTH ROAD, 5 FEET EAST OF A POWER POLE, 5.5 FEET EAST OF A WITNESS
 EH2377'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 EH2377'THE GROUND.
 EH2377
 EH2377                          STATION RECOVERY (2003)
 EH2377
 EH2377'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2377'FOUND LAYING OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1396 ***********************************************************************
 EH1396  DESIGNATION -  L 115
 EH1396  PID         -  EH1396
 EH1396  STATE/COUNTY-  AR/ARKANSAS
 EH1396  USGS QUAD   -  ALMYRA (1968)
 EH1396
 EH1396                         *CURRENT SURVEY CONTROL
 EH1396  ___________________________________________________________________
 EH1396* NAD 83(1986)-  34 23 14.     (N)    091 22 45.     (W)     SCALED    
 EH1396* NAVD 88     -        57.579  (meters)     188.91   (feet)  ADJUSTED  
 EH1396  ___________________________________________________________________
 EH1396  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1396  DYNAMIC HT  -          57.523 (meters)     188.72  (feet)  COMP
 EH1396  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EH1396
 EH1396  VERT ORDER  -  FIRST     CLASS II
 EH1396
 EH1396.The horizontal coordinates were scaled from a topographic map and have
 EH1396.an estimated accuracy of +/- 6 seconds.
 EH1396
 EH1396.The orthometric height was determined by differential leveling
 EH1396.and adjusted by the National Geodetic Survey in August 1993..
 EH1396
 EH1396.The geoid height was determined by GEOID03.
 EH1396
 EH1396.The dynamic height is computed by dividing the NAVD 88
 EH1396.geopotential number by the normal gravity value computed on the
 EH1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1396.degrees latitude (g = 980.6199 gals.).
 EH1396
 EH1396.The modeled gravity was interpolated from observed gravity values.
 EH1396
 EH1396;                    North         East    Units  Estimated Accuracy
 EH1396;SPC AR S     -   591,010.      457,090.      MT  (+/- 180 meters Scaled)
 EH1396
 EH1396                          SUPERSEDED SURVEY CONTROL
 EH1396
 EH1396  NAVD 88 (06/15/91)   57.638  (m)          189.10   (f) UNKNOWN     1 2
 EH1396  NGVD 29 (??/??/??)   57.645  (m)          189.12   (f) ADJUSTED    1 2
 EH1396
 EH1396.Superseded values are not recommended for survey control.
 EH1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1396.See file dsdata.txt to determine how the superseded data were derived.
 EH1396
 EH1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU490062(NAD 83)
 EH1396_MARKER: DB = BENCH MARK DISK
 EH1396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1396_SP_SET: ABUTMENT
 EH1396_STAMPING: L 115 1954
 EH1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1396
 EH1396  HISTORY     - Date     Condition        Report By
 EH1396  HISTORY     - 1954     MONUMENTED       CGS
 EH1396  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1396
 EH1396                          STATION DESCRIPTION
 EH1396
 EH1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1396'3.1 MI SE FROM ALMYRA.
 EH1396'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 EH1396'ALMYRA, 10 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 EH1396'TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A BRIDGE OVER LITTLE
 EH1396'LAGRUE BAYOU.
 EH1396
 EH1396                          STATION RECOVERY (1965)
 EH1396
 EH1396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EH1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1397 ***********************************************************************
 EH1397  DESIGNATION -  L 115 RESET
 EH1397  PID         -  EH1397
 EH1397  STATE/COUNTY-  AR/ARKANSAS
 EH1397  USGS QUAD   -  ALMYRA (1968)
 EH1397
 EH1397                         *CURRENT SURVEY CONTROL
 EH1397  ___________________________________________________________________
 EH1397* NAD 83(1986)-  34 23 14.     (N)    091 22 45.     (W)     SCALED    
 EH1397* NAVD 88     -        58.04   (+/-2cm)     190.4    (feet)  VERTCON   
 EH1397  ___________________________________________________________________
 EH1397  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1397
 EH1397  VERT ORDER  -  ? (See Below)
 EH1397
 EH1397.The horizontal coordinates were scaled from a topographic map and have
 EH1397.an estimated accuracy of +/- 6 seconds.
 EH1397
 EH1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1397.The vertical order pertains to the NGVD 29 superseded value.
 EH1397
 EH1397.The geoid height was determined by GEOID03.
 EH1397
 EH1397;                    North         East    Units  Estimated Accuracy
 EH1397;SPC AR S     -   591,010.      457,090.      MT  (+/- 180 meters Scaled)
 EH1397
 EH1397                          SUPERSEDED SURVEY CONTROL
 EH1397
 EH1397  NGVD 29 (??/??/??)   58.103  (m)          190.63   (f) ADJUSTED    ?  
 EH1397
 EH1397.Superseded values are not recommended for survey control.
 EH1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1397.See file dsdata.txt to determine how the superseded data were derived.
 EH1397
 EH1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU490062(NAD 83)
 EH1397_MARKER: DB = BENCH MARK DISK
 EH1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1397_STAMPING: L 115 RESET 1960
 EH1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1397+STABILITY: SURFACE MOTION
 EH1397
 EH1397  HISTORY     - Date     Condition        Report By
 EH1397  HISTORY     - 1960     MONUMENTED       CGS
 EH1397
 EH1397                          STATION DESCRIPTION
 EH1397
 EH1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EH1397'3.1 MI SE FROM ALMYRA.
 EH1397'THIS MARK IS LOCATED 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 130 FROM
 EH1397'THE POST OFFICE AT ALMYRA, 0.1 MILE EAST OF THE BRIDGE OVER LITTLE
 EH1397'LAGRUE BAYOU, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY AND IN THE
 EH1397'NORTHWEST ANGLE OF THE JUNCTION OF A WOODS ROAD LEADING NORTHEAST, 70
 EH1397'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.5 FEET SOUTHEAST OF A
 EH1397'TRIANGULAR BLAZED 18-INCH OAK TREE, 19 FEET WEST OF THE CENTER OF THE
 EH1397'WOODS ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF
 EH1397'A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1437 ***********************************************************************
 EH1437  DESIGNATION -  L 116
 EH1437  PID         -  EH1437
 EH1437  STATE/COUNTY-  AR/ARKANSAS
 EH1437  USGS QUAD   -  ALMYRA (1968)
 EH1437
 EH1437                         *CURRENT SURVEY CONTROL
 EH1437  ___________________________________________________________________
 EH1437* NAD 83(1986)-  34 28 40.     (N)    091 29 16.     (W)     SCALED    
 EH1437* NAVD 88     -        64.897  (meters)     212.92   (feet)  ADJUSTED  
 EH1437  ___________________________________________________________________
 EH1437  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH1437  DYNAMIC HT  -          64.835 (meters)     212.71  (feet)  COMP
 EH1437  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 EH1437
 EH1437  VERT ORDER  -  FIRST     CLASS II
 EH1437
 EH1437.The horizontal coordinates were scaled from a topographic map and have
 EH1437.an estimated accuracy of +/- 6 seconds.
 EH1437
 EH1437.The orthometric height was determined by differential leveling
 EH1437.and adjusted by the National Geodetic Survey in August 1993..
 EH1437
 EH1437.The geoid height was determined by GEOID03.
 EH1437
 EH1437.The dynamic height is computed by dividing the NAVD 88
 EH1437.geopotential number by the normal gravity value computed on the
 EH1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1437.degrees latitude (g = 980.6199 gals.).
 EH1437
 EH1437.The modeled gravity was interpolated from observed gravity values.
 EH1437
 EH1437;                    North         East    Units  Estimated Accuracy
 EH1437;SPC AR S     -   601,000.      447,050.      MT  (+/- 180 meters Scaled)
 EH1437
 EH1437                          SUPERSEDED SURVEY CONTROL
 EH1437
 EH1437  NAVD 88 (06/15/91)   64.937  (m)          213.05   (f) UNKNOWN     1 2
 EH1437  NGVD 29 (??/??/??)   64.941  (m)          213.06   (f) ADJUSTED    1 2
 EH1437
 EH1437.Superseded values are not recommended for survey control.
 EH1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1437.See file dsdata.txt to determine how the superseded data were derived.
 EH1437
 EH1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU388161(NAD 83)
 EH1437_MARKER: DB = BENCH MARK DISK
 EH1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1437_STAMPING: L 116 1935
 EH1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1437+STABILITY: SURFACE MOTION
 EH1437
 EH1437  HISTORY     - Date     Condition        Report By
 EH1437  HISTORY     - 1955     MONUMENTED       CGS
 EH1437  HISTORY     - 20030415 POOR             USACE
 EH1437
 EH1437                          STATION DESCRIPTION
 EH1437
 EH1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1437'4.1 MI E FROM STUTTGART.
 EH1437'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1437'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1437'HIGHWAYS 11 AND 30, THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 30, 73
 EH1437'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE
 EH1437'CENTER LINE OF A NORTH AND SOUTH ROAD, 4 FEET SOUTH OF A TELEPHONE
 EH1437'POLE, 1.5 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 EH1437'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1437
 EH1437                          STATION RECOVERY (2003)
 EH1437
 EH1437'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1437'CONCRETE SLAB FOUND, BUT DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0126 ***********************************************************************
 EJ0126  DESIGNATION -  L 117
 EJ0126  PID         -  EJ0126
 EJ0126  STATE/COUNTY-  AR/PULASKI
 EJ0126  USGS QUAD   -  SWEET HOME (1986)
 EJ0126
 EJ0126                         *CURRENT SURVEY CONTROL
 EJ0126  ___________________________________________________________________
 EJ0126* NAD 83(1986)-  34 43 50.     (N)    092 14 44.     (W)     SCALED    
 EJ0126* NAVD 88     -        77.852  (meters)     255.42   (feet)  ADJUSTED  
 EJ0126  ___________________________________________________________________
 EJ0126  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0126  DYNAMIC HT  -          77.780 (meters)     255.18  (feet)  COMP
 EJ0126  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 EJ0126
 EJ0126  VERT ORDER  -  FIRST     CLASS II
 EJ0126
 EJ0126.The horizontal coordinates were scaled from a topographic map and have
 EJ0126.an estimated accuracy of +/- 6 seconds.
 EJ0126
 EJ0126.The orthometric height was determined by differential leveling
 EJ0126.and adjusted by the National Geodetic Survey in June 1991..
 EJ0126
 EJ0126.The geoid height was determined by GEOID03.
 EJ0126
 EJ0126.The dynamic height is computed by dividing the NAVD 88
 EJ0126.geopotential number by the normal gravity value computed on the
 EJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0126.degrees latitude (g = 980.6199 gals.).
 EJ0126
 EJ0126.The modeled gravity was interpolated from observed gravity values.
 EJ0126
 EJ0126;                    North         East    Units  Estimated Accuracy
 EJ0126;SPC AR S     -   628,950.      377,510.      MT  (+/- 180 meters Scaled)
 EJ0126
 EJ0126                          SUPERSEDED SURVEY CONTROL
 EJ0126
 EJ0126  NGVD 29 (??/??/92)   77.904  (m)          255.59   (f) ADJ UNCH    1 2
 EJ0126
 EJ0126.Superseded values are not recommended for survey control.
 EJ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0126.See file dsdata.txt to determine how the superseded data were derived.
 EJ0126
 EJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU690434(NAD 83)
 EJ0126_MARKER: DB = BENCH MARK DISK
 EJ0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0126_SP_SET: CULVERT
 EJ0126_STAMPING: L 117 1955
 EJ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0126
 EJ0126  HISTORY     - Date     Condition        Report By
 EJ0126  HISTORY     - 1955     MONUMENTED       CGS
 EJ0126  HISTORY     - 1971     GOOD             NGS
 EJ0126  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0126  HISTORY     - 198505   MARK NOT FOUND   USGS
 EJ0126
 EJ0126                          STATION DESCRIPTION
 EJ0126
 EJ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EJ0126'1.4 MI SE FROM LITTLE ROCK.
 EJ0126'1.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0126'CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT LITTLE
 EJ0126'ROCK, 13 POLES SOUTHEAST OF MILEPOST 348, AT THE CROSSING OF EAST 17TH
 EJ0126'STREET, 87 FEET NORTHWEST OF THE CENTER LINE OF EAST 17TH STREET, 37
 EJ0126'FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD, 21 FEET NORTHEAST
 EJ0126'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 10 FEET NORTHEAST OF THE
 EJ0126'NORTHEAST RAIL OF A SIDE TRACK, SET IN THE TOP OF THE SOUTHWEST END OF
 EJ0126'THE NORTHWEST CONCRETE HEADWALL OF A 36 INCH PIPE CULVERT UNDER EAST
 EJ0126'17TH STREET.
 EJ0126
 EJ0126                          STATION RECOVERY (1971)
 EJ0126
 EJ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EJ0126'RECOVERED IN GOOD CONDITION.
 EJ0126
 EJ0126                          STATION RECOVERY (1984)
 EJ0126
 EJ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0126'NOT RECOVERED, CULVERT GONE, DISK LOST.
 EJ0126
 EJ0126                          STATION RECOVERY (1985)
 EJ0126
 EJ0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0065 ***********************************************************************
 EJ0065  DESIGNATION -  L 118
 EJ0065  PID         -  EJ0065
 EJ0065  STATE/COUNTY-  AR/PULASKI
 EJ0065  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0065
 EJ0065                         *CURRENT SURVEY CONTROL
 EJ0065  ___________________________________________________________________
 EJ0065* NAD 83(1986)-  34 45 13.     (N)    092 15 32.     (W)     SCALED    
 EJ0065* NAVD 88     -        81.882  (meters)     268.64   (feet)  ADJUSTED  
 EJ0065  ___________________________________________________________________
 EJ0065  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ0065  DYNAMIC HT  -          81.806 (meters)     268.39  (feet)  COMP
 EJ0065  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 EJ0065
 EJ0065  VERT ORDER  -  FIRST     CLASS II
 EJ0065
 EJ0065.The horizontal coordinates were scaled from a topographic map and have
 EJ0065.an estimated accuracy of +/- 6 seconds.
 EJ0065
 EJ0065.The orthometric height was determined by differential leveling
 EJ0065.and adjusted by the National Geodetic Survey in June 1991..
 EJ0065
 EJ0065.The geoid height was determined by GEOID03.
 EJ0065
 EJ0065.The dynamic height is computed by dividing the NAVD 88
 EJ0065.geopotential number by the normal gravity value computed on the
 EJ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0065.degrees latitude (g = 980.6199 gals.).
 EJ0065
 EJ0065.The modeled gravity was interpolated from observed gravity values.
 EJ0065
 EJ0065;                    North         East    Units  Estimated Accuracy
 EJ0065;SPC AR S     -   631,510.      376,300.      MT  (+/- 180 meters Scaled)
 EJ0065
 EJ0065                          SUPERSEDED SURVEY CONTROL
 EJ0065
 EJ0065  NGVD 29 (??/??/92)   81.930  (m)          268.80   (f) ADJ UNCH    1 2
 EJ0065
 EJ0065.Superseded values are not recommended for survey control.
 EJ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0065.See file dsdata.txt to determine how the superseded data were derived.
 EJ0065
 EJ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU678459(NAD 83)
 EJ0065_MARKER: DB = BENCH MARK DISK
 EJ0065_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0065_STAMPING: L 118 1955
 EJ0065_MARK LOGO: CGS   
 EJ0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0065
 EJ0065  HISTORY     - Date     Condition        Report By
 EJ0065  HISTORY     - 1955     MONUMENTED       CGS
 EJ0065  HISTORY     - 1967     GOOD             NGS
 EJ0065  HISTORY     - 1984     GOOD             NGS
 EJ0065  HISTORY     - 1989     GOOD             USPSQD
 EJ0065  HISTORY     - 1990     GOOD             USPSQD
 EJ0065
 EJ0065                          STATION DESCRIPTION
 EJ0065
 EJ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0065'0.5 MI SW FROM NORTH LITTLE ROCK.
 EJ0065'IT IS 0.5 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0065'RAILROAD FROM THE STATION AT NORTH LITTLE ROCK, 0.1 MILE NORTH OF THE
 EJ0065'NORTH END OF A STEEL BRIDGE OVER THE ARKANSAS RIVER, 4 FEET EAST OF
 EJ0065'THE EAST RAIL OF THE TRACKS, 1.5 FEET BELOW THE TOP OF THE RAILS,
 EJ0065'CEMENTED IN A DRILL HOLE OF THE EAST END OF THE SOUTH ABUTMENT OF AN
 EJ0065'OVERPASS OVER WASHINGTON AVENUE.
 EJ0065
 EJ0065                          STATION RECOVERY (1984)
 EJ0065
 EJ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0065'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.  NOTE, THE
 EJ0065'OLD ROCK ISLAND RAILROAD STATION HAS BEEN ABANDONED, BUT IS STILL IN
 EJ0065'PLACE, IT IS LOCATED BETWEEN HAZEL AND BEECH STREET ON EAST FOURTH
 EJ0065'STREET.
 EJ0065
 EJ0065                          STATION RECOVERY (1989)
 EJ0065
 EJ0065'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0065'RECOVERED IN GOOD CONDITION.
 EJ0065
 EJ0065                          STATION RECOVERY (1990)
 EJ0065
 EJ0065'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0598 ***********************************************************************
 DL0598  DESIGNATION -  L 119
 DL0598  PID         -  DL0598
 DL0598  STATE/COUNTY-  AR/COLUMBIA
 DL0598  USGS QUAD   -  BUSSEY (1960)
 DL0598
 DL0598                         *CURRENT SURVEY CONTROL
 DL0598  ___________________________________________________________________
 DL0598* NAD 83(1986)-  33 09 23.     (N)    093 27 36.     (W)     SCALED    
 DL0598* NAVD 88     -        79.743  (meters)     261.62   (feet)  ADJUSTED  
 DL0598  ___________________________________________________________________
 DL0598  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DL0598  DYNAMIC HT  -          79.657 (meters)     261.34  (feet)  COMP
 DL0598  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DL0598
 DL0598  VERT ORDER  -  SECOND    CLASS 0
 DL0598
 DL0598.The horizontal coordinates were scaled from a topographic map and have
 DL0598.an estimated accuracy of +/- 6 seconds.
 DL0598
 DL0598.The orthometric height was determined by differential leveling
 DL0598.and adjusted by the National Geodetic Survey in June 1991..
 DL0598
 DL0598.The geoid height was determined by GEOID03.
 DL0598
 DL0598.The dynamic height is computed by dividing the NAVD 88
 DL0598.geopotential number by the normal gravity value computed on the
 DL0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0598.degrees latitude (g = 980.6199 gals.).
 DL0598
 DL0598.The modeled gravity was interpolated from observed gravity values.
 DL0598
 DL0598;                    North         East    Units  Estimated Accuracy
 DL0598;SPC AR S     -   455,290.      263,800.      MT  (+/- 180 meters Scaled)
 DL0598
 DL0598                          SUPERSEDED SURVEY CONTROL
 DL0598
 DL0598  NGVD 29 (??/??/92)   79.790  (m)          261.78   (f) ADJ UNCH    2 0
 DL0598
 DL0598.Superseded values are not recommended for survey control.
 DL0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0598.See file dsdata.txt to determine how the superseded data were derived.
 DL0598
 DL0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571687(NAD 83)
 DL0598_MARKER: DB = BENCH MARK DISK
 DL0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0598_STAMPING: L 119 1934
 DL0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0598+STABILITY: SURFACE MOTION
 DL0598
 DL0598  HISTORY     - Date     Condition        Report By
 DL0598  HISTORY     - 1934     MONUMENTED       CGS
 DL0598  HISTORY     - 1963     GOOD             NGS
 DL0598
 DL0598                          STATION DESCRIPTION
 DL0598
 DL0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0598'4 MI N FROM TAYLOR.
 DL0598'ABOUT 4 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0598'STATION AT TAYLOR, COLUMBIA COUNTY, ABOUT 410 YARDS SOUTH OF MILEPOST
 DL0598'37, ABOUT 280 YARDS NORTHEAST OF A ROAD CROSSING, ABOUT 52 YARDS EAST
 DL0598'OF A HOUSE, ABOUT 15 YARDS WEST OF THE TRACK, AND 3 FEET EAST OF A
 DL0598'FENCE.  A STANDARD DISK, STAMPED L 119 1934 AND SET IN THE TOP OF A
 DL0598'CONCRETE POST.  NOTE-- ABOUT 208 YARDS NORTH OF THE ROAD CROSSING AT
 DL0598'BUSSEY, 45 FEET WEST OF THE TRACK AND 3 FEET EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1226 ***********************************************************************
 FF1226  DESIGNATION -  L 12 1
 FF1226  PID         -  FF1226
 FF1226  STATE/COUNTY-  AR/WOODRUFF
 FF1226  USGS QUAD   -  HUNTER WEST (1993)
 FF1226
 FF1226                         *CURRENT SURVEY CONTROL
 FF1226  ___________________________________________________________________
 FF1226* NAD 83(1986)-  35 03 50.     (N)    091 14 52.     (W)     SCALED    
 FF1226* NAVD 88     -        60.80   (+/-2cm)     199.5    (feet)  VERTCON   
 FF1226  ___________________________________________________________________
 FF1226  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FF1226
 FF1226  VERT ORDER  -  ? (See Below)
 FF1226
 FF1226.The horizontal coordinates were scaled from a topographic map and have
 FF1226.an estimated accuracy of +/- 6 seconds.
 FF1226
 FF1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1226.The vertical order pertains to the NGVD 29 superseded value.
 FF1226
 FF1226.The geoid height was determined by GEOID03.
 FF1226
 FF1226;                    North         East    Units  Estimated Accuracy
 FF1226;SPC AR N     -    81,310.      468,610.      MT  (+/- 180 meters Scaled)
 FF1226
 FF1226                          SUPERSEDED SURVEY CONTROL
 FF1226
 FF1226  NGVD 29 (??/??/??)   60.777  (m)          199.40   (f) ADJUSTED    ?  
 FF1226
 FF1226.Superseded values are not recommended for survey control.
 FF1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1226.See file dsdata.txt to determine how the superseded data were derived.
 FF1226
 FF1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597815(NAD 83)
 FF1226_MARKER: P = PIPE CAP
 FF1226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1226_STAMPING: L-12-1
 FF1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1226
 FF1226  HISTORY     - Date     Condition        Report By
 FF1226  HISTORY     - UNK      MONUMENTED       DOD
 FF1226  HISTORY     - 1935     GOOD             CGS
 FF1226  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1226
 FF1226                          STATION DESCRIPTION
 FF1226
 FF1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1226'4.3 MI N FROM COTTON PLANT.
 FF1226'4 IN IRON PIPE AND BRONZE CAP SET IN CONCRETE MONUMENT AT BECTON,
 FF1226'ARK., ABOUT 4.3 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM HIGH
 FF1226'SCHOOL ON EAST SIDE OF C.R.I. AND P.R.R. IN NORTHWEST CORNER OF
 FF1226'CULTIVATED FIELD OWNED BY NANCY FLOYD, ON SOUTH SIDE OF COUNTY
 FF1226'GRAVEL ROAD, 145 FEET EAST OF CENTERLINE OF TRACK, 34 FEET SOUTH
 FF1226'OF CENTERLINE OF GRAVEL ROAD, 40 FEET SOUTHEAST OF SOUTHEAST
 FF1226'CORNER OF SOUTH HEDAWALL OF CULVERT UNDER GRAVEL ROAD, OPPOSITE
 FF1226'M.P.13-1.
 FF1226
 FF1226                          STATION RECOVERY (2003)
 FF1226
 FF1226'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1231 ***********************************************************************
 FF1231  DESIGNATION -  L 12 11
 FF1231  PID         -  FF1231
 FF1231  STATE/COUNTY-  AR/WOODRUFF
 FF1231  USGS QUAD   -  GRAYS (1992)
 FF1231
 FF1231                         *CURRENT SURVEY CONTROL
 FF1231  ___________________________________________________________________
 FF1231* NAD 83(1986)-  35 08 49.     (N)    091 14 27.     (W)     SCALED    
 FF1231* NAVD 88     -        67.52   (+/-2cm)     221.5    (feet)  VERTCON   
 FF1231  ___________________________________________________________________
 FF1231  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF1231
 FF1231  VERT ORDER  -  ? (See Below)
 FF1231
 FF1231.The horizontal coordinates were scaled from a topographic map and have
 FF1231.an estimated accuracy of +/- 6 seconds.
 FF1231
 FF1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1231.The vertical order pertains to the NGVD 29 superseded value.
 FF1231
 FF1231.The geoid height was determined by GEOID03.
 FF1231
 FF1231;                    North         East    Units  Estimated Accuracy
 FF1231;SPC AR N     -    90,530.      469,180.      MT  (+/- 180 meters Scaled)
 FF1231
 FF1231                          SUPERSEDED SURVEY CONTROL
 FF1231
 FF1231  NGVD 29 (??/??/??)   67.485  (m)          221.41   (f) ADJUSTED    ?  
 FF1231
 FF1231.Superseded values are not recommended for survey control.
 FF1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1231.See file dsdata.txt to determine how the superseded data were derived.
 FF1231
 FF1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU602907(NAD 83)
 FF1231_MARKER: P = PIPE CAP
 FF1231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1231_STAMPING: L 12-11
 FF1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1231
 FF1231  HISTORY     - Date     Condition        Report By
 FF1231  HISTORY     - UNK      MONUMENTED       DOD
 FF1231  HISTORY     - 1935     GOOD             CGS
 FF1231  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1231
 FF1231                          STATION DESCRIPTION
 FF1231
 FF1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1231'AT WIVILLE.
 FF1231'AT WIVILLE, WOODRUFF COUNTY, 110 FEET NORTHWEST OF THE NORTHWEST
 FF1231'CORNER OF THE ABANDONED CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FF1231'STATION, 263 FEET SOUTHWEST OF THE WATER TANK IN THE RAILROAD
 FF1231'WYE, 110 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MRS. COOKS
 FF1231'HOUSE IN 1935, IN THE SOUTHEAST CORNER OF A LOT, 88 FEET WEST OF
 FF1231'THE TRACK, 146 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 17,
 FF1231'AND 25 FEET NORTH OF THE CENTERLINE OF A DIRT STREET.  A CORPS
 FF1231'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED L 12-11 AND
 FF1231'FASTENED ON THE TOP OF A 4-INCH IRON PIPE SET IN CONCRETE.
 FF1231
 FF1231                          STATION RECOVERY (2003)
 FF1231
 FF1231'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1235 ***********************************************************************
 FF1235  DESIGNATION -  L 12 12
 FF1235  PID         -  FF1235
 FF1235  STATE/COUNTY-  AR/WOODRUFF
 FF1235  USGS QUAD   -  GRAYS (1992)
 FF1235
 FF1235                         *CURRENT SURVEY CONTROL
 FF1235  ___________________________________________________________________
 FF1235* NAD 83(1986)-  35 13 29.     (N)    091 14 04.     (W)     SCALED    
 FF1235* NAVD 88     -        60.47   (+/-2cm)     198.4    (feet)  VERTCON   
 FF1235  ___________________________________________________________________
 FF1235  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1235
 FF1235  VERT ORDER  -  ? (See Below)
 FF1235
 FF1235.The horizontal coordinates were scaled from a topographic map and have
 FF1235.an estimated accuracy of +/- 6 seconds.
 FF1235
 FF1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1235.The vertical order pertains to the NGVD 29 superseded value.
 FF1235
 FF1235.The geoid height was determined by GEOID03.
 FF1235
 FF1235;                    North         East    Units  Estimated Accuracy
 FF1235;SPC AR N     -    99,160.      469,690.      MT  (+/- 180 meters Scaled)
 FF1235
 FF1235                          SUPERSEDED SURVEY CONTROL
 FF1235
 FF1235  NGVD 29 (??/??/??)   60.434  (m)          198.27   (f) ADJUSTED    ?  
 FF1235
 FF1235.Superseded values are not recommended for survey control.
 FF1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1235.See file dsdata.txt to determine how the superseded data were derived.
 FF1235
 FF1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU606993(NAD 83)
 FF1235_MARKER: DD = SURVEY DISK
 FF1235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1235
 FF1235  HISTORY     - Date     Condition        Report By
 FF1235  HISTORY     - UNK      MONUMENTED       DOD
 FF1235  HISTORY     - 1935     GOOD             CGS
 FF1235  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1235
 FF1235                          STATION DESCRIPTION
 FF1235
 FF1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1235'AT GRAYS.
 FF1235'AT GRAYS, WOODRUFF COUNTY, ON THE ABANDONED CHICAGO, ROCK ISLAND
 FF1235'AND PACIFIC RAILROAD, 9 FEET NORTH OF THE NORTH LINE OF THE
 FF1235'STATION PROJECTED EAST, 50 FEET EAST OF THE CENTERLINE OF THE
 FF1235'TRACK, AND 45 FEET SOUTH OF THE CENTERLINE OF A VILLAGE STREET.
 FF1235'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, SET IN THE TOP OF
 FF1235'A PIPE FILLED WITH CONCRETE.
 FF1235
 FF1235                          STATION RECOVERY (2003)
 FF1235
 FF1235'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1229 ***********************************************************************
 FF1229  DESIGNATION -  L 12 2
 FF1229  PID         -  FF1229
 FF1229  STATE/COUNTY-  AR/WOODRUFF
 FF1229  USGS QUAD   -  HUNTER WEST (1993)
 FF1229
 FF1229                         *CURRENT SURVEY CONTROL
 FF1229  ___________________________________________________________________
 FF1229* NAD 83(1986)-  35 07 05.     (N)    091 14 41.     (W)     SCALED    
 FF1229* NAVD 88     -        65.61   (+/-2cm)     215.3    (feet)  VERTCON   
 FF1229  ___________________________________________________________________
 FF1229  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF1229
 FF1229  VERT ORDER  -  ? (See Below)
 FF1229
 FF1229.The horizontal coordinates were scaled from a topographic map and have
 FF1229.an estimated accuracy of +/- 6 seconds.
 FF1229
 FF1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1229.The vertical order pertains to the NGVD 29 superseded value.
 FF1229
 FF1229.The geoid height was determined by GEOID03.
 FF1229
 FF1229;                    North         East    Units  Estimated Accuracy
 FF1229;SPC AR N     -    87,320.      468,850.      MT  (+/- 180 meters Scaled)
 FF1229
 FF1229                          SUPERSEDED SURVEY CONTROL
 FF1229
 FF1229  NGVD 29 (??/??/??)   65.577  (m)          215.15   (f) ADJUSTED    ?  
 FF1229
 FF1229.Superseded values are not recommended for survey control.
 FF1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1229.See file dsdata.txt to determine how the superseded data were derived.
 FF1229
 FF1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU599875(NAD 83)
 FF1229_MARKER: P = PIPE CAP
 FF1229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1229_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1229_STAMPING: L 12-2
 FF1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1229
 FF1229  HISTORY     - Date     Condition        Report By
 FF1229  HISTORY     - UNK      MONUMENTED       DOD
 FF1229  HISTORY     - 1935     GOOD             CGS
 FF1229  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1229
 FF1229                          STATION DESCRIPTION
 FF1229
 FF1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1229'0.2 MI N FROM HOWELL.
 FF1229'0.2 MILE NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1229'PACIFIC RAILROAD FROM THE STATION AT HOWELL, WOODRUFF COUNTY,
 FF1229'35 FEET NORTHWEST OF POLE 16/25, AND 30 FEET WEST OF THE
 FF1229'CENTERLINE OF THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY,
 FF1229'STANDARD CAP, STAMPED L 12-2 AND FASTENED ON THE TOP OF AN IRON
 FF1229'PIPE SET IN CONCRETE.  NOTE-- AREA IS IN PLOWED FIELD AND ALL
 FF1229'REFERENCE ARE GONE.
 FF1229
 FF1229                          STATION RECOVERY (1970)
 FF1229
 FF1229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1820 ***********************************************************************
 FF1820  DESIGNATION -  L 12 3
 FF1820  PID         -  FF1820
 FF1820  STATE/COUNTY-  AR/WOODRUFF
 FF1820  USGS QUAD   -  GRAYS (1992)
 FF1820
 FF1820                         *CURRENT SURVEY CONTROL
 FF1820  ___________________________________________________________________
 FF1820* NAD 83(1997)-  35 10 51.91724(N)    091 14 11.97804(W)     ADJUSTED  
 FF1820* NAVD 88     -        68.57   (+/-2cm)     225.0    (feet)  VERTCON   
 FF1820  ___________________________________________________________________
 FF1820  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 FF1820  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1820
 FF1820  HORZ ORDER  -  THIRD
 FF1820  VERT ORDER  -  THIRD ? (See Below)
 FF1820
 FF1820.The horizontal coordinates were established by classical geodetic methods
 FF1820.and adjusted by the National Geodetic Survey in September 1999..
 FF1820.No horizontal observational check was made to the station.
 FF1820
 FF1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1820.The vertical order pertains to the NGVD 29 superseded value.
 FF1820
 FF1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1820
 FF1820.The geoid height was determined by GEOID03.
 FF1820
 FF1820;                    North         East     Units Scale Factor Converg.
 FF1820;SPC AR N     -    94,320.691   469,526.550   MT  0.99996054   +0 26 39.1
 FF1820;SPC AR N     -   309,450.47  1,540,438.36   sFT  0.99996054   +0 26 39.1
 FF1820;UTM  15      - 3,894,549.149   660,560.932   MT  0.99991772   +1 00 58.3
 FF1820
 FF1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1820!SPC AR N     -   0.99999351  x   0.99996054  =   0.99995405
 FF1820!UTM  15      -   0.99999351  x   0.99991772  =   0.99991123
 FF1820
 FF1820                          SUPERSEDED SURVEY CONTROL
 FF1820
 FF1820  NAD 83(1986)-  35 10 51.92617(N)    091 14 11.97704(W) AD(       ) 3
 FF1820  NAD 27      -  35 10 51.60960(N)    091 14 11.52550(W) AD(       ) 3
 FF1820  NGVD 29 (07/19/86)   68.54   (m)          224.9    (f) LEVELING    3  
 FF1820
 FF1820.Superseded values are not recommended for survey control.
 FF1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1820.See file dsdata.txt to determine how the superseded data were derived.
 FF1820
 FF1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6056194549(NAD 83)
 FF1820_MARKER: DD = SURVEY DISK
 FF1820_SETTING: 0 = UNSPECIFIED SETTING
 FF1820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1820
 FF1820  HISTORY     - Date     Condition        Report By
 FF1820  HISTORY     - 1954     MONUMENTED       USE
 FF1820  HISTORY     - 1974     GOOD             NGS
 FF1820  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1820
 FF1820                          STATION DESCRIPTION
 FF1820
 FF1820'DESCRIBED BY US ENGINEERS 1954 (JCM)
 FF1820'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE VILLAGE
 FF1820'OF PATTERSON, 90 FEET SOUTH OF THE CENTER OF A CURVE IN
 FF1820'STATE HIGHWAY NO. 17, 20 FEET EAST OF A ROW OF PEACH TREES,
 FF1820'AND 4 FEET EAST OF AN IRRIGATION DITCH.
 FF1820'
 FF1820'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF PATTERSON,
 FF1820'GO SOUTH ON STATE HIGHWAY NO. 17 FOR 5.3 MILES TO THE MARK
 FF1820'ON THE RIGHT.
 FF1820'
 FF1820'THE STATION IS A BRONZE DISK STAMPED L - 12 - 3 SET IN CONCRETE
 FF1820'AND IS FLUSH WITH THE GROUND.  A TRAVERSE CONNECTION WAS
 FF1820'MADE TO TRIANGULATION STATION ORCHARD AND THE DISTANCE WAS
 FF1820'FOUND TO BE 42.812 METERS (140.46 FEET).
 FF1820
 FF1820                          STATION RECOVERY (1974)
 FF1820
 FF1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF1820'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ROUTE
 FF1820'DESCRIPTION FOR STATION ORCHARD 1954 WAS USED AND IS ADEQUATE.
 FF1820
 FF1820                          STATION RECOVERY (2003)
 FF1820
 FF1820'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1282 ***********************************************************************
 FF1282  DESIGNATION -  L 12 4
 FF1282  PID         -  FF1282
 FF1282  STATE/COUNTY-  AR/WOODRUFF
 FF1282  USGS QUAD   -  HUNTER EAST (1993)
 FF1282
 FF1282                         *CURRENT SURVEY CONTROL
 FF1282  ___________________________________________________________________
 FF1282* NAD 83(1986)-  35 05 21.     (N)    091 06 22.     (W)     SCALED    
 FF1282* NAVD 88     -        64.457  (meters)     211.47   (feet)  ADJUSTED  
 FF1282  ___________________________________________________________________
 FF1282  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FF1282  DYNAMIC HT  -          64.399 (meters)     211.28  (feet)  COMP
 FF1282  MODELED GRAV-     979,727.3   (mgal)                       NAVD 88
 FF1282
 FF1282  VERT ORDER  -  FIRST     CLASS II
 FF1282
 FF1282.The horizontal coordinates were scaled from a topographic map and have
 FF1282.an estimated accuracy of +/- 6 seconds.
 FF1282
 FF1282.The orthometric height was determined by differential leveling
 FF1282.and adjusted by the National Geodetic Survey in June 1991..
 FF1282
 FF1282.The geoid height was determined by GEOID03.
 FF1282
 FF1282.The dynamic height is computed by dividing the NAVD 88
 FF1282.geopotential number by the normal gravity value computed on the
 FF1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1282.degrees latitude (g = 980.6199 gals.).
 FF1282
 FF1282.The modeled gravity was interpolated from observed gravity values.
 FF1282
 FF1282;                    North         East    Units  Estimated Accuracy
 FF1282;SPC AR N     -    84,220.      481,510.      MT  (+/- 180 meters Scaled)
 FF1282
 FF1282                          SUPERSEDED SURVEY CONTROL
 FF1282
 FF1282  NGVD 29 (??/??/??)   64.436  (m)          211.40   (f) ADJUSTED    1 2
 FF1282
 FF1282.Superseded values are not recommended for survey control.
 FF1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1282.See file dsdata.txt to determine how the superseded data were derived.
 FF1282
 FF1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU726845(NAD 83)
 FF1282_MARKER: DD = SURVEY DISK
 FF1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1282_STAMPING: BM L-12-4
 FF1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1282+STABILITY: SURFACE MOTION
 FF1282
 FF1282  HISTORY     - Date     Condition        Report By
 FF1282  HISTORY     - UNK      MONUMENTED       DOD
 FF1282  HISTORY     - 1956     GOOD             CGS
 FF1282  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1282
 FF1282                          STATION DESCRIPTION
 FF1282
 FF1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1282'2.8 MI NE FROM HUNTER.
 FF1282'2.8 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1282'FROM THE STATION AT HUNGER, ABOUT 0.1 MILE SOUTHWEST OF MILE POLE
 FF1282'184, AT A DIRT ROAD CROSSING, 48 FEET NORTHWEST OF NORTHWEST
 FF1282'RAIL, 27 FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY 39, 26
 FF1282'FEET SOUTHWEST OF CENTER LINE OF DIRT ROAD, 61 FEET WEST OF
 FF1282'CENTER OF CROSSING, 34 FEET WEST OF A CROSSING SIGN, 53 FEET
 FF1282'SOUTH AND ACROSS HIGHWAY AND A DIRT ROAD FROM A POWER POLE WITH A
 FF1282'BRANCH LINE WEST AND A GUY WIRE WHICH EXTENDS TO A GUY POLE
 FF1282'ACROSS HIGHWAY, ABOUT 4 FEET BELOW LEVEL OF TRACK, ABOUT 1 FOOT
 FF1282'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FF1282'PROJECTING 2 INCHES.
 FF1282
 FF1282                          STATION RECOVERY (1970)
 FF1282
 FF1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1270 ***********************************************************************
 FF1270  DESIGNATION -  L 12 8
 FF1270  PID         -  FF1270
 FF1270  STATE/COUNTY-  AR/WOODRUFF
 FF1270  USGS QUAD   -  FAIR OAKS (1971)
 FF1270
 FF1270                         *CURRENT SURVEY CONTROL
 FF1270  ___________________________________________________________________
 FF1270* NAD 83(1986)-  35 11 33.     (N)    091 03 05.     (W)     SCALED    
 FF1270* NAVD 88     -        65.621  (meters)     215.29   (feet)  ADJUSTED  
 FF1270  ___________________________________________________________________
 FF1270  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 FF1270  DYNAMIC HT  -          65.562 (meters)     215.10  (feet)  COMP
 FF1270  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 FF1270
 FF1270  VERT ORDER  -  FIRST     CLASS II
 FF1270
 FF1270.The horizontal coordinates were scaled from a topographic map and have
 FF1270.an estimated accuracy of +/- 6 seconds.
 FF1270
 FF1270.The orthometric height was determined by differential leveling
 FF1270.and adjusted by the National Geodetic Survey in June 1991..
 FF1270
 FF1270.The geoid height was determined by GEOID03.
 FF1270
 FF1270.The dynamic height is computed by dividing the NAVD 88
 FF1270.geopotential number by the normal gravity value computed on the
 FF1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1270.degrees latitude (g = 980.6199 gals.).
 FF1270
 FF1270.The modeled gravity was interpolated from observed gravity values.
 FF1270
 FF1270;                    North         East    Units  Estimated Accuracy
 FF1270;SPC AR N     -    95,730.      486,390.      MT  (+/- 180 meters Scaled)
 FF1270
 FF1270                          SUPERSEDED SURVEY CONTROL
 FF1270
 FF1270  NGVD 29 (??/??/??)   65.592  (m)          215.20   (f) ADJUSTED    1 2
 FF1270
 FF1270.Superseded values are not recommended for survey control.
 FF1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1270.See file dsdata.txt to determine how the superseded data were derived.
 FF1270
 FF1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU774961(NAD 83)
 FF1270_MARKER: DD = SURVEY DISK
 FF1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1270_STAMPING: BM L-12-8
 FF1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1270+STABILITY: SURFACE MOTION
 FF1270
 FF1270  HISTORY     - Date     Condition        Report By
 FF1270  HISTORY     - UNK      MONUMENTED       DOD
 FF1270  HISTORY     - 1956     GOOD             CGS
 FF1270  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1270
 FF1270                          STATION DESCRIPTION
 FF1270
 FF1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1270'3.7 MI SW FROM FAIROAKS.
 FF1270'3.7 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1270'FROM THE STATION AT FAIROAKS, ABOUT 0.3 MILE SOUTHWEST OF MILE
 FF1270'POLE 176, AT ROAD CROSSING AT PENROSE, 51 FEET NORTHWEST OF
 FF1270'NORTHWEST RAIL, 21 FEET SOUTH OF CENTER LINE OF ROAD, 71 FEET
 FF1270'WEST-SOUTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND ROAD, 20
 FF1270'FEET WEST-NORTHWEST OF A TELEPHONE POLE, 2 1/2 FEET NORTHWEST
 FF1270'OF A FENCE LINE, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN
 FF1270'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE ROAD
 FF1270'TO THE EAST HAS BEEN PAVED AND WIDENED.
 FF1270
 FF1270                          STATION RECOVERY (1970)
 FF1270
 FF1270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1223 ***********************************************************************
 FF1223  DESIGNATION -  L 12 9
 FF1223  PID         -  FF1223
 FF1223  STATE/COUNTY-  AR/WOODRUFF
 FF1223  USGS QUAD   -  HUNTER WEST (1993)
 FF1223
 FF1223                         *CURRENT SURVEY CONTROL
 FF1223  ___________________________________________________________________
 FF1223* NAD 83(1986)-  35 01 59.     (N)    091 14 56.     (W)     SCALED    
 FF1223* NAVD 88     -        58.22   (+/-2cm)     191.0    (feet)  VERTCON   
 FF1223  ___________________________________________________________________
 FF1223  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FF1223
 FF1223  VERT ORDER  -  ? (See Below)
 FF1223
 FF1223.The horizontal coordinates were scaled from a topographic map and have
 FF1223.an estimated accuracy of +/- 6 seconds.
 FF1223
 FF1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1223.The vertical order pertains to the NGVD 29 superseded value.
 FF1223
 FF1223.The geoid height was determined by GEOID03.
 FF1223
 FF1223;                    North         East    Units  Estimated Accuracy
 FF1223;SPC AR N     -    77,890.      468,540.      MT  (+/- 180 meters Scaled)
 FF1223
 FF1223                          SUPERSEDED SURVEY CONTROL
 FF1223
 FF1223  NGVD 29 (??/??/??)   58.196  (m)          190.93   (f) ADJUSTED    ?  
 FF1223
 FF1223.Superseded values are not recommended for survey control.
 FF1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1223.See file dsdata.txt to determine how the superseded data were derived.
 FF1223
 FF1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597781(NAD 83)
 FF1223_MARKER: DD = SURVEY DISK
 FF1223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1223
 FF1223  HISTORY     - Date     Condition        Report By
 FF1223  HISTORY     - UNK      MONUMENTED       DOD
 FF1223  HISTORY     - 1935     GOOD             CGS
 FF1223  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1223
 FF1223                          STATION DESCRIPTION
 FF1223
 FF1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1223'2.1 MI N FROM COTTON PLANT.
 FF1223'2.1 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1223'PACIFIC RAILROAD FROM THE HIGH SCHOOL AT COTTON PLANT, WOODRUFF
 FF1223'COUNTY, 220 YARDS SOUTH OF MILEPOST 11, OPPOSITE A FARMHOUSE, 40
 FF1223'FEET EAST OF THE CENTERLINE OF THE TRACK, AND NEAR THE PROPERTY
 FF1223'LINE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, SET IN
 FF1223'THE TOP OF AN IRON PIPE FILLED WITH CONCRETE AND PROJECTING 6
 FF1223'INCHES ABOVE GROUND.  NOTE-- AREA IS IN CULTIVATION.
 FF1223
 FF1223                          STATION RECOVERY (1970)
 FF1223
 FF1223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0640 ***********************************************************************
 DL0640  DESIGNATION -  L 120
 DL0640  PID         -  DL0640
 DL0640  STATE/COUNTY-  AR/COLUMBIA
 DL0640  USGS QUAD   -  CALHOUN (1966)
 DL0640
 DL0640                         *CURRENT SURVEY CONTROL
 DL0640  ___________________________________________________________________
 DL0640* NAD 83(1986)-  33 13 07.     (N)    093 13 52.     (W)     SCALED    
 DL0640* NAVD 88     -        96.608  (meters)     316.95   (feet)  ADJUSTED  
 DL0640  ___________________________________________________________________
 DL0640  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0640  DYNAMIC HT  -          96.504 (meters)     316.61  (feet)  COMP
 DL0640  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 DL0640
 DL0640  VERT ORDER  -  SECOND    CLASS 0
 DL0640
 DL0640.The horizontal coordinates were scaled from a topographic map and have
 DL0640.an estimated accuracy of +/- 6 seconds.
 DL0640
 DL0640.The orthometric height was determined by differential leveling
 DL0640.and adjusted by the National Geodetic Survey in June 1991..
 DL0640
 DL0640.The geoid height was determined by GEOID03.
 DL0640
 DL0640.The dynamic height is computed by dividing the NAVD 88
 DL0640.geopotential number by the normal gravity value computed on the
 DL0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0640.degrees latitude (g = 980.6199 gals.).
 DL0640
 DL0640.The modeled gravity was interpolated from observed gravity values.
 DL0640
 DL0640;                    North         East    Units  Estimated Accuracy
 DL0640;SPC AR S     -   461,910.      285,230.      MT  (+/- 180 meters Scaled)
 DL0640
 DL0640                          SUPERSEDED SURVEY CONTROL
 DL0640
 DL0640  NGVD 29 (??/??/92)   96.652  (m)          317.10   (f) ADJ UNCH    2 0
 DL0640
 DL0640.Superseded values are not recommended for survey control.
 DL0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0640.See file dsdata.txt to determine how the superseded data were derived.
 DL0640
 DL0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS784755(NAD 83)
 DL0640_MARKER: DB = BENCH MARK DISK
 DL0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0640_STAMPING: L 120 1934
 DL0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0640+STABILITY: SURFACE MOTION
 DL0640
 DL0640  HISTORY     - Date     Condition        Report By
 DL0640  HISTORY     - 1934     MONUMENTED       CGS
 DL0640  HISTORY     - 1960     GOOD             NGS
 DL0640  HISTORY     - 1963     GOOD             NGS
 DL0640
 DL0640                          STATION DESCRIPTION
 DL0640
 DL0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0640'3.55 MI SE FROM MAGNOLIA.
 DL0640'ABOUT 3.55 MILES SOUTHEAST ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0640'FROM THE STATION AT MAGNOLIA, 390 FEET SOUTHEAST OF MILEPOST 10, IN
 DL0640'SECTION 36, T 17 S, R 21 W, 58 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 DL0640'46 1/2 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 240 FEET
 DL0640'WEST-NORTHWEST OF AND ACROSS THE TRACK FROM A 18-INCH OAK TREE, ABOUT
 DL0640'2 1/2 FEET ABOVE THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 DL0640'PROJECTING 6 INCHES.
 DL0640
 DL0640                          STATION RECOVERY (1963)
 DL0640
 DL0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0694 ***********************************************************************
 FG0694  DESIGNATION -  L 125
 FG0694  PID         -  FG0694
 FG0694  STATE/COUNTY-  AR/VAN BUREN
 FG0694  USGS QUAD   -  REX (1965)
 FG0694
 FG0694                         *CURRENT SURVEY CONTROL
 FG0694  ___________________________________________________________________
 FG0694* NAD 83(1986)-  35 36 12.     (N)    092 38 28.     (W)     SCALED    
 FG0694* NAVD 88     -       369.248  (meters)    1211.44   (feet)  ADJUSTED  
 FG0694  ___________________________________________________________________
 FG0694  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG0694  DYNAMIC HT  -         368.896 (meters)    1210.29  (feet)  COMP
 FG0694  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 FG0694
 FG0694  VERT ORDER  -  SECOND    CLASS 0
 FG0694
 FG0694.The horizontal coordinates were scaled from a topographic map and have
 FG0694.an estimated accuracy of +/- 6 seconds.
 FG0694
 FG0694.The orthometric height was determined by differential leveling
 FG0694.and adjusted by the National Geodetic Survey in June 1991..
 FG0694
 FG0694.The geoid height was determined by GEOID03.
 FG0694
 FG0694.The dynamic height is computed by dividing the NAVD 88
 FG0694.geopotential number by the normal gravity value computed on the
 FG0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0694.degrees latitude (g = 980.6199 gals.).
 FG0694
 FG0694.The modeled gravity was interpolated from observed gravity values.
 FG0694
 FG0694;                    North         East    Units  Estimated Accuracy
 FG0694;SPC AR N     -   141,090.      341,910.      MT  (+/- 180 meters Scaled)
 FG0694
 FG0694                          SUPERSEDED SURVEY CONTROL
 FG0694
 FG0694  NGVD 29 (??/??/92)  369.180  (m)         1211.22   (f) ADJ UNCH    2 0
 FG0694
 FG0694.Superseded values are not recommended for survey control.
 FG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0694.See file dsdata.txt to determine how the superseded data were derived.
 FG0694
 FG0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV325400(NAD 83)
 FG0694_MARKER: DB = BENCH MARK DISK
 FG0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0694_STAMPING: L 125 1935
 FG0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0694+STABILITY: SURFACE MOTION
 FG0694
 FG0694  HISTORY     - Date     Condition        Report By
 FG0694  HISTORY     - 1935     MONUMENTED       CGS
 FG0694  HISTORY     - 1939     GOOD             NGS
 FG0694
 FG0694                          STATION DESCRIPTION
 FG0694
 FG0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0694'7.8 MI N FROM SCOTLAND.
 FG0694'7.8 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0694'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 450 FEET NORTH OF THE
 FG0694'NORTHWEST CORNER OF THE G. A. GARDNER FARMHOUSE, AT A CURVE, 45 FEET
 FG0694'SOUTH OF THE NORTHWEST CORNER OF AN ORCHARD, 44 FEET EAST OF THE
 FG0694'SOUTHEAST CORNER OF A CULTIVATED FIELD, 42 FEET EAST OF THE CENTERLINE
 FG0694'OF THE ROAD, 22 FEET EAST OF THE JUNCTION OF A ROAD LEADING NORTH, AND
 FG0694'1 FOOT WEST OF A BOARD FENCE.  A STANDARD DISK, STAMPED L 125 1935 AND
 FG0694'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0949 ***********************************************************************
 FG0949  DESIGNATION -  L 126
 FG0949  PID         -  FG0949
 FG0949  STATE/COUNTY-  AR/POPE
 FG0949  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0949
 FG0949                         *CURRENT SURVEY CONTROL
 FG0949  ___________________________________________________________________
 FG0949* NAD 83(1986)-  35 39 09.     (N)    093 09 28.     (W)     SCALED    
 FG0949* NAVD 88     -       500.365  (meters)    1641.61   (feet)  ADJUSTED  
 FG0949  ___________________________________________________________________
 FG0949  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FG0949  DYNAMIC HT  -         499.881 (meters)    1640.03  (feet)  COMP
 FG0949  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 FG0949
 FG0949  VERT ORDER  -  SECOND    CLASS 0
 FG0949
 FG0949.The horizontal coordinates were scaled from a topographic map and have
 FG0949.an estimated accuracy of +/- 6 seconds.
 FG0949
 FG0949.The orthometric height was determined by differential leveling
 FG0949.and adjusted by the National Geodetic Survey in June 1991..
 FG0949
 FG0949.The geoid height was determined by GEOID03.
 FG0949
 FG0949.The dynamic height is computed by dividing the NAVD 88
 FG0949.geopotential number by the normal gravity value computed on the
 FG0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0949.degrees latitude (g = 980.6199 gals.).
 FG0949
 FG0949.The modeled gravity was interpolated from observed gravity values.
 FG0949
 FG0949;                    North         East    Units  Estimated Accuracy
 FG0949;SPC AR N     -   146,970.      295,160.      MT  (+/- 180 meters Scaled)
 FG0949
 FG0949                          SUPERSEDED SURVEY CONTROL
 FG0949
 FG0949  NGVD 29 (??/??/92)  500.300  (m)         1641.40   (f) ADJ UNCH    2 0
 FG0949
 FG0949.Superseded values are not recommended for survey control.
 FG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0949.See file dsdata.txt to determine how the superseded data were derived.
 FG0949
 FG0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV857454(NAD 83)
 FG0949_MARKER: DB = BENCH MARK DISK
 FG0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0949_STAMPING: L-126 1935
 FG0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0949+STABILITY: SURFACE MOTION
 FG0949
 FG0949  HISTORY     - Date     Condition        Report By
 FG0949  HISTORY     - 1935     MONUMENTED       CGS
 FG0949
 FG0949                          STATION DESCRIPTION
 FG0949
 FG0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0949'4.2 MI N FROM TREAT.
 FG0949'4.2 MILES NORTH OF, ALONG TREAT ROAD, FROM POST OFFICE.  ABOUT 330
 FG0949'FEET SOUTHEAST OF SUMMIT OF HILL ON SOUTHWEST SIDE OF DEEP VALLEY. 29
 FG0949'FEET NORTHWEST OF CENTERLINE OF DIM ROAD LEADING SOUTH. 24 FEET
 FG0949'SOUTHWEST OF CENTERLINE OF TREAT ROAD.  16.2 FEET SOUTHEAST OF CONE
 FG0949'SHAPED PILE OF ROCKS 4 FT. HIGH AND 4 FT. IN DIAMETER. TABLET SET IN
 FG0949'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1043 ***********************************************************************
 FG1043  DESIGNATION -  L 127
 FG1043  PID         -  FG1043
 FG1043  STATE/COUNTY-  AR/POPE
 FG1043  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1043
 FG1043                         *CURRENT SURVEY CONTROL
 FG1043  ___________________________________________________________________
 FG1043* NAD 83(1986)-  35 26 30.     (N)    093 12 17.     (W)     SCALED    
 FG1043* NAVD 88     -       124.044  (meters)     406.97   (feet)  ADJUSTED  
 FG1043  ___________________________________________________________________
 FG1043  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FG1043  DYNAMIC HT  -         123.928 (meters)     406.59  (feet)  COMP
 FG1043  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 FG1043
 FG1043  VERT ORDER  -  SECOND    CLASS 0
 FG1043
 FG1043.The horizontal coordinates were scaled from a topographic map and have
 FG1043.an estimated accuracy of +/- 6 seconds.
 FG1043
 FG1043.The orthometric height was determined by differential leveling
 FG1043.and adjusted by the National Geodetic Survey in June 1991..
 FG1043
 FG1043.The geoid height was determined by GEOID03.
 FG1043
 FG1043.The dynamic height is computed by dividing the NAVD 88
 FG1043.geopotential number by the normal gravity value computed on the
 FG1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1043.degrees latitude (g = 980.6199 gals.).
 FG1043
 FG1043.The modeled gravity was interpolated from observed gravity values.
 FG1043
 FG1043;                    North         East    Units  Estimated Accuracy
 FG1043;SPC AR N     -   123,630.      290,630.      MT  (+/- 180 meters Scaled)
 FG1043
 FG1043                          SUPERSEDED SURVEY CONTROL
 FG1043
 FG1043  NGVD 29 (??/??/92)  124.017  (m)          406.88   (f) ADJ UNCH    2 0
 FG1043
 FG1043.Superseded values are not recommended for survey control.
 FG1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1043.See file dsdata.txt to determine how the superseded data were derived.
 FG1043
 FG1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV814220(NAD 83)
 FG1043_MARKER: DB = BENCH MARK DISK
 FG1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1043_STAMPING: L 127 1935
 FG1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1043+STABILITY: SURFACE MOTION
 FG1043
 FG1043  HISTORY     - Date     Condition        Report By
 FG1043  HISTORY     - 1935     MONUMENTED       CGS
 FG1043  HISTORY     - 1960     MARK NOT FOUND   USGS
 FG1043
 FG1043                          STATION DESCRIPTION
 FG1043
 FG1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1043'3.8 MI NE FROM AUGSBURG.
 FG1043'3.8 MILES NORTHEAST OF, ALONG PINE CREEK ROAD, FROM LUTHERN CHURCH.
 FG1043'ABOUT .9 MILE EAST OF PINEY CHURCH. 28 FEET WEST OF ELM TREE 3 FT. IN
 FG1043'DIAMETER AT BASE, AT NORTHEAST CORNER OF BRIDGE OVER ABE SLOUGH. 21.2
 FG1043'FEET NORTHWEST OF NORTHWEST CORNER OF BRIDGE.  20 FEET WEST OF
 FG1043'CENTERLINE OF PINEY CREEK ROAD.  19.6 FEET NORTH OF SOUTHEAST FENCE
 FG1043'CORNER.  1.2 FEET WEST OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 FG1043
 FG1043                          STATION RECOVERY (1960)
 FG1043
 FG1043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FG1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0869 ***********************************************************************
 FG0869  DESIGNATION -  L 128
 FG0869  PID         -  FG0869
 FG0869  STATE/COUNTY-  AR/JOHNSON
 FG0869  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0869
 FG0869                         *CURRENT SURVEY CONTROL
 FG0869  ___________________________________________________________________
 FG0869* NAD 83(1986)-  35 40 50.     (N)    093 13 15.     (W)     SCALED    
 FG0869* NAVD 88     -       360.840  (meters)    1183.86   (feet)  ADJUSTED  
 FG0869  ___________________________________________________________________
 FG0869  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FG0869  DYNAMIC HT  -         360.500 (meters)    1182.74  (feet)  COMP
 FG0869  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FG0869
 FG0869  VERT ORDER  -  SECOND    CLASS 0
 FG0869
 FG0869.The horizontal coordinates were scaled from a topographic map and have
 FG0869.an estimated accuracy of +/- 6 seconds.
 FG0869
 FG0869.The orthometric height was determined by differential leveling
 FG0869.and adjusted by the National Geodetic Survey in June 1991..
 FG0869
 FG0869.The geoid height was determined by GEOID03.
 FG0869
 FG0869.The dynamic height is computed by dividing the NAVD 88
 FG0869.geopotential number by the normal gravity value computed on the
 FG0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0869.degrees latitude (g = 980.6199 gals.).
 FG0869
 FG0869.The modeled gravity was interpolated from observed gravity values.
 FG0869
 FG0869;                    North         East    Units  Estimated Accuracy
 FG0869;SPC AR N     -   150,150.      289,490.      MT  (+/- 180 meters Scaled)
 FG0869
 FG0869                          SUPERSEDED SURVEY CONTROL
 FG0869
 FG0869  NGVD 29 (??/??/92)  360.782  (m)         1183.67   (f) ADJ UNCH    2 0
 FG0869
 FG0869.Superseded values are not recommended for survey control.
 FG0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0869.See file dsdata.txt to determine how the superseded data were derived.
 FG0869
 FG0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV800485(NAD 83)
 FG0869_MARKER: DB = BENCH MARK DISK
 FG0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0869_STAMPING: L-128 1935
 FG0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0869+STABILITY: SURFACE MOTION
 FG0869
 FG0869  HISTORY     - Date     Condition        Report By
 FG0869  HISTORY     - 1935     MONUMENTED       CGS
 FG0869  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0869
 FG0869                          STATION DESCRIPTION
 FG0869
 FG0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0869'1.9 MI NE FROM FT. DOUGLAS.
 FG0869'1.9 MILES NORTHEAST OF, ALONG ST. HWY. 123, FROM POST OFFICE.  AT
 FG0869'FIRST BENCH OF STEEP HILL EAST OF STEEL HIGHWAY BRIDGE OVER BIG PINEY
 FG0869'CREEK, AT BARROW PIT.  55.2 FEET NORTHEAST OF TELEPHONE POLE. 36.4
 FG0869'FEET SOUTHWEST OF OAK TREE 2.6 FT. IN DIAMETER AT BASE.  33 FEET
 FG0869'NORTHWEST OF CENTERLINE OF ST. HWY. 123.  TABLET SET IN PRECAST
 FG0869'CONCRETE POST.
 FG0869
 FG0869                          STATION RECOVERY (1976)
 FG0869
 FG0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1350 ***********************************************************************
 DK1350  DESIGNATION -  L 13
 DK1350  PID         -  DK1350
 DK1350  STATE/COUNTY-  AR/ASHLEY
 DK1350  USGS QUAD   -  PORTLAND (1960)
 DK1350
 DK1350                         *CURRENT SURVEY CONTROL
 DK1350  ___________________________________________________________________
 DK1350* NAD 83(1986)-  33 12 12.     (N)    091 31 25.     (W)     SCALED    
 DK1350* NAVD 88     -        35.048  (meters)     114.99   (feet)  ADJUSTED  
 DK1350  ___________________________________________________________________
 DK1350  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DK1350  DYNAMIC HT  -          35.011 (meters)     114.87  (feet)  COMP
 DK1350  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 DK1350
 DK1350  VERT ORDER  -  FIRST     CLASS II
 DK1350
 DK1350.The horizontal coordinates were scaled from a topographic map and have
 DK1350.an estimated accuracy of +/- 6 seconds.
 DK1350
 DK1350.The orthometric height was determined by differential leveling
 DK1350.and adjusted by the National Geodetic Survey in June 1991..
 DK1350
 DK1350.The geoid height was determined by GEOID03.
 DK1350
 DK1350.The dynamic height is computed by dividing the NAVD 88
 DK1350.geopotential number by the normal gravity value computed on the
 DK1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1350.degrees latitude (g = 980.6199 gals.).
 DK1350
 DK1350.The modeled gravity was interpolated from observed gravity values.
 DK1350
 DK1350;                    North         East    Units  Estimated Accuracy
 DK1350;SPC AR S     -   459,630.      444,420.      MT  (+/- 180 meters Scaled)
 DK1350
 DK1350                          SUPERSEDED SURVEY CONTROL
 DK1350
 DK1350  NGVD 29 (??/??/??)   35.152  (m)          115.33   (f) ADJUSTED    1 2
 DK1350
 DK1350.Superseded values are not recommended for survey control.
 DK1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1350.See file dsdata.txt to determine how the superseded data were derived.
 DK1350
 DK1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS376748(NAD 83)
 DK1350_MARKER: DB = BENCH MARK DISK
 DK1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1350_STAMPING: L 13 1932
 DK1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1350+STABILITY: SURFACE MOTION
 DK1350
 DK1350  HISTORY     - Date     Condition        Report By
 DK1350  HISTORY     - 1932     MONUMENTED       CGS
 DK1350  HISTORY     - 1939     GOOD             CGS
 DK1350
 DK1350                          STATION DESCRIPTION
 DK1350
 DK1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1350'2.5 MI S FROM PORTLAND.
 DK1350'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED ON THE WEST
 DK1350'R/W OF THE MO. PAC. R.R. 12 FEET SOUTH OF MP 438-28.  SOUTH OF A
 DK1350'CATTLE CROSSING, EAST OF A NEGROES SHACK.  51 FEET WEST OF THE CENTER
 DK1350'LINE OF THE TRACK.  25 FEET EAST OF THE CENTER LINE OF THE HWY NO.
 DK1350'165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1283 ***********************************************************************
 EH1283  DESIGNATION -  L 13 5
 EH1283  PID         -  EH1283
 EH1283  STATE/COUNTY-  AR/MONROE
 EH1283  USGS QUAD   -  BRINKLEY (1971)
 EH1283
 EH1283                         *CURRENT SURVEY CONTROL
 EH1283  ___________________________________________________________________
 EH1283* NAD 83(1986)-  34 57 07.     (N)    091 10 45.     (W)     SCALED    
 EH1283* NAVD 88     -        60.984  (meters)     200.08   (feet)  ADJUSTED  
 EH1283  ___________________________________________________________________
 EH1283  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1283  DYNAMIC HT  -          60.928 (meters)     199.89  (feet)  COMP
 EH1283  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 EH1283
 EH1283  VERT ORDER  -  SECOND    CLASS 0
 EH1283
 EH1283.The horizontal coordinates were scaled from a topographic map and have
 EH1283.an estimated accuracy of +/- 6 seconds.
 EH1283
 EH1283.The orthometric height was determined by differential leveling
 EH1283.and adjusted by the National Geodetic Survey in June 1991..
 EH1283
 EH1283.The geoid height was determined by GEOID03.
 EH1283
 EH1283.The dynamic height is computed by dividing the NAVD 88
 EH1283.geopotential number by the normal gravity value computed on the
 EH1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1283.degrees latitude (g = 980.6199 gals.).
 EH1283
 EH1283.The modeled gravity was interpolated from observed gravity values.
 EH1283
 EH1283;                    North         East    Units  Estimated Accuracy
 EH1283;SPC AR S     -   653,780.      474,980.      MT  (+/- 180 meters Scaled)
 EH1283
 EH1283                          SUPERSEDED SURVEY CONTROL
 EH1283
 EH1283  NGVD 29 (??/??/??)   60.974  (m)          200.05   (f) ADJUSTED    2 0
 EH1283
 EH1283.Superseded values are not recommended for survey control.
 EH1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1283.See file dsdata.txt to determine how the superseded data were derived.
 EH1283
 EH1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU662692(NAD 83)
 EH1283_MARKER: P = PIPE CAP
 EH1283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1283
 EH1283  HISTORY     - Date     Condition        Report By
 EH1283  HISTORY     - UNK      MONUMENTED       DOD
 EH1283  HISTORY     - 1935     GOOD             CGS
 EH1283  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH1283
 EH1283                          STATION DESCRIPTION
 EH1283
 EH1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1283'IN FARGO.
 EH1283'AT FARGO, MONROE COUNTY, ABOUT 850 FEET SOUTH OF THE ST. LOUIS
 EH1283'SOUTHWESTERN RAILWAY STATION, ABOUT 1-1/2 POLES NORTH OF MILEAGE
 EH1283'194.15, ABOUT 800 FEET SOUTH OF THE CROSSING OF THE MISSOURI AND NORTH
 EH1283'ARKANSAS RAILWAY, ABOUT 400 FEET NORTH OF A COUNTY ROAD CROSSING,
 EH1283'ABOUT 100 FEET SOUTHWEST OF A FARMHOUSE, AND 25 FEET EAST OF THE
 EH1283'CENTER LINE OF THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 EH1283'CAP, FASTENED ON THE TOP OF A 3-INCH IRON PIPE.
 EH1283'NOTE--CAREFULL SEARCH IN THE AREA DID NOT REVEAL THE MARK.
 EH1283
 EH1283                          STATION RECOVERY (1970)
 EH1283
 EH1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6226 ***********************************************************************
 DE6226  DESIGNATION -  L 130 RESET
 DE6226  PID         -  DE6226
 DE6226  STATE/COUNTY-  AR/BOONE
 DE6226  USGS QUAD   -  WESTERN GROVE (1975)
 DE6226
 DE6226                         *CURRENT SURVEY CONTROL
 DE6226  ___________________________________________________________________
 DE6226* NAD 83(1986)-  36 07 15.     (N)    092 58 05.     (W)     SCALED    
 DE6226* NAVD 88     -       346.89   (+/-2cm)    1138.1    (feet)  VERTCON   
 DE6226  ___________________________________________________________________
 DE6226  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DE6226
 DE6226  VERT ORDER  -  THIRD (See Below)
 DE6226
 DE6226.The horizontal coordinates were scaled from a topographic map and have
 DE6226.an estimated accuracy of +/- 6 seconds.
 DE6226
 DE6226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE6226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE6226.The vertical order pertains to the NGVD 29 superseded value.
 DE6226
 DE6226.The geoid height was determined by GEOID03.
 DE6226
 DE6226;                    North         East    Units  Estimated Accuracy
 DE6226;SPC AR N     -   198,740.      312,850.      MT  (+/- 180 meters Scaled)
 DE6226
 DE6226                          SUPERSEDED SURVEY CONTROL
 DE6226
 DE6226  NGVD 29 (??/??/??)  346.76   (m)         1137.7    (f) RESET       3  
 DE6226
 DE6226.Superseded values are not recommended for survey control.
 DE6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6226.See file dsdata.txt to determine how the superseded data were derived.
 DE6226
 DE6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV028973(NAD 83)
 DE6226_MARKER: DB = BENCH MARK DISK
 DE6226_SETTING: 0 = UNSPECIFIED SETTING
 DE6226_STAMPING: L 130 RESET 1965
 DE6226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6226
 DE6226  HISTORY     - Date     Condition        Report By
 DE6226  HISTORY     - 1965     MONUMENTED       CGS
 DE6226
 DE6226                          STATION DESCRIPTION
 DE6226
 DE6226'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DE6226'1.8 MI NW FROM WESTERN GROVE.
 DE6226'THE MARK IS LOCATED 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 65
 DE6226'FROM THE POST OFFICE AT WESTERN GROVE, 57 FEET WEST OF THE
 DE6226'CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF THE FENCE LINE, 7 FEET
 DE6226'WEST OF A 2 FOOT OAK TREE, 20 FEET NORTH OF THE CENTER OF THE
 DE6226'DRIVEWAY AND 84.5 FEET EAST OF THE NORTHEAST CORNER OF A WHITE
 DE6226'HOUSE WITH A COBBLESTONE FOUNDATION.  DISK PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1434 ***********************************************************************
 EJ1434  DESIGNATION -  L 131
 EJ1434  PID         -  EJ1434
 EJ1434  STATE/COUNTY-  AR/MONTGOMERY
 EJ1434  USGS QUAD   -  BIG FORK (1980)
 EJ1434
 EJ1434                         *CURRENT SURVEY CONTROL
 EJ1434  ___________________________________________________________________
 EJ1434* NAD 83(1986)-  34 27 05.     (N)    093 53 16.     (W)     SCALED    
 EJ1434* NAVD 88     -       362.212  (meters)    1188.36   (feet)  ADJUSTED  
 EJ1434  ___________________________________________________________________
 EJ1434  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EJ1434  DYNAMIC HT  -         361.834 (meters)    1187.12  (feet)  COMP
 EJ1434  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 EJ1434
 EJ1434  VERT ORDER  -  SECOND    CLASS 0
 EJ1434
 EJ1434.The horizontal coordinates were scaled from a topographic map and have
 EJ1434.an estimated accuracy of +/- 6 seconds.
 EJ1434
 EJ1434.The orthometric height was determined by differential leveling
 EJ1434.and adjusted by the National Geodetic Survey in June 1991..
 EJ1434
 EJ1434.The geoid height was determined by GEOID03.
 EJ1434
 EJ1434.The dynamic height is computed by dividing the NAVD 88
 EJ1434.geopotential number by the normal gravity value computed on the
 EJ1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1434.degrees latitude (g = 980.6199 gals.).
 EJ1434
 EJ1434.The modeled gravity was interpolated from observed gravity values.
 EJ1434
 EJ1434;                    North         East    Units  Estimated Accuracy
 EJ1434;SPC AR S     -   599,550.      226,550.      MT  (+/- 180 meters Scaled)
 EJ1434
 EJ1434                          SUPERSEDED SURVEY CONTROL
 EJ1434
 EJ1434  NGVD 29 (??/??/92)  362.147  (m)         1188.14   (f) ADJ UNCH    2 0
 EJ1434
 EJ1434.Superseded values are not recommended for survey control.
 EJ1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1434.See file dsdata.txt to determine how the superseded data were derived.
 EJ1434
 EJ1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU184125(NAD 83)
 EJ1434_MARKER: DB = BENCH MARK DISK
 EJ1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1434_STAMPING: L 131 1935
 EJ1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1434+STABILITY: SURFACE MOTION
 EJ1434
 EJ1434  HISTORY     - Date     Condition        Report By
 EJ1434  HISTORY     - 1935     MONUMENTED       CGS
 EJ1434  HISTORY     - 1961     GOOD             NGS
 EJ1434
 EJ1434                          STATION DESCRIPTION
 EJ1434
 EJ1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1434'1 MI S FROM SLATINGTON.
 EJ1434'MARK RECOVERED ABOUT 0.85 MILE SOUTH ALONG THE SLATINGTON TOWER ROAD
 EJ1434'FROM ITS JUNCTION WITH STATE HIGHWAY 8, ABOUT 0.15 MILE NORTH OF A DIM
 EJ1434'WOODS ROAD LEADING EAST ALONG THE SOUTH SIDE OF A CREEK, ABOUT 25 FEET
 EJ1434'SOUTHEAST OF A TRIANGLE BLAZED TREE AND 23 FEET WEST OF THE CENTERLINE
 EJ1434'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0070 ***********************************************************************
 EK0070  DESIGNATION -  L 132
 EK0070  PID         -  EK0070
 EK0070  STATE/COUNTY-  AR/POLK
 EK0070  USGS QUAD   -  MENA (1975)
 EK0070
 EK0070                         *CURRENT SURVEY CONTROL
 EK0070  ___________________________________________________________________
 EK0070* NAD 83(1986)-  34 33 33.     (N)    094 14 20.     (W)     SCALED    
 EK0070* NAVD 88     -       345.320  (meters)    1132.94   (feet)  ADJUSTED  
 EK0070  ___________________________________________________________________
 EK0070  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 EK0070  DYNAMIC HT  -         344.946 (meters)    1131.71  (feet)  COMP
 EK0070  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 EK0070
 EK0070  VERT ORDER  -  SECOND    CLASS 0
 EK0070
 EK0070.The horizontal coordinates were scaled from a topographic map and have
 EK0070.an estimated accuracy of +/- 6 seconds.
 EK0070
 EK0070.The orthometric height was determined by differential leveling
 EK0070.and adjusted by the National Geodetic Survey in June 1991..
 EK0070
 EK0070.The geoid height was determined by GEOID03.
 EK0070
 EK0070.The dynamic height is computed by dividing the NAVD 88
 EK0070.geopotential number by the normal gravity value computed on the
 EK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0070.degrees latitude (g = 980.6199 gals.).
 EK0070
 EK0070.The modeled gravity was interpolated from observed gravity values.
 EK0070
 EK0070;                    North         East    Units  Estimated Accuracy
 EK0070;SPC AR S     -   612,150.      194,550.      MT  (+/- 180 meters Scaled)
 EK0070
 EK0070                          SUPERSEDED SURVEY CONTROL
 EK0070
 EK0070  NGVD 29 (??/??/92)  345.223  (m)         1132.62   (f) ADJ UNCH    2 0
 EK0070
 EK0070.Superseded values are not recommended for survey control.
 EK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0070.See file dsdata.txt to determine how the superseded data were derived.
 EK0070
 EK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU863248(NAD 83)
 EK0070_MARKER: DB = BENCH MARK DISK
 EK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0070_STAMPING: L 132 1935
 EK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0070+STABILITY: SURFACE MOTION
 EK0070
 EK0070  HISTORY     - Date     Condition        Report By
 EK0070  HISTORY     - 1935     MONUMENTED       CGS
 EK0070  HISTORY     - 1961     GOOD             NGS
 EK0070
 EK0070                          STATION DESCRIPTION
 EK0070
 EK0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0070'1.7 MI SE FROM MENA.
 EK0070'1.7 MILES SOUTHEAST OF, ALONG MENA-DALLAS ROAD, FROM K.C.S.
 EK0070'RY. STATION.  AT MRS. VAUGHS FARM, ABOUT 1.6 MILE NORTH OF
 EK0070'JUNCTION OF THE BEE MOUNTAIN ROAD, 37.3 FEET EAST OF THE ROAD
 EK0070'CENTERLINE AT CURVE, 22.5 FEET EAST OF SOUTH END OF A
 EK0070'WOODEN BOX-CULVERT IN DRIVEWAY TO FARMHOUSE, 9.4 FT. SOUTH OF
 EK0070'FENCE CORNER AT THE SOUTHWEST CORNER OF THE FARMYARD, 1 FT. WEST
 EK0070'OF THE PROPERTY-LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0070
 EK0070                          STATION RECOVERY (1961)
 EK0070
 EK0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1522 ***********************************************************************
 EJ1522  DESIGNATION -  L 133
 EJ1522  PID         -  EJ1522
 EJ1522  STATE/COUNTY-  AR/POLK
 EJ1522  USGS QUAD   -  PINE RIDGE (1985)
 EJ1522
 EJ1522                         *CURRENT SURVEY CONTROL
 EJ1522  ___________________________________________________________________
 EJ1522* NAD 83(1986)-  34 31 19.     (N)    093 56 45.     (W)     SCALED    
 EJ1522* NAVD 88     -       289.356  (meters)     949.33   (feet)  ADJUSTED  
 EJ1522  ___________________________________________________________________
 EJ1522  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EJ1522  DYNAMIC HT  -         289.053 (meters)     948.33  (feet)  COMP
 EJ1522  MODELED GRAV-     979,583.3   (mgal)                       NAVD 88
 EJ1522
 EJ1522  VERT ORDER  -  SECOND    CLASS 0
 EJ1522
 EJ1522.The horizontal coordinates were scaled from a topographic map and have
 EJ1522.an estimated accuracy of +/- 6 seconds.
 EJ1522
 EJ1522.The orthometric height was determined by differential leveling
 EJ1522.and adjusted by the National Geodetic Survey in June 1991..
 EJ1522
 EJ1522.The geoid height was determined by GEOID03.
 EJ1522
 EJ1522.The dynamic height is computed by dividing the NAVD 88
 EJ1522.geopotential number by the normal gravity value computed on the
 EJ1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1522.degrees latitude (g = 980.6199 gals.).
 EJ1522
 EJ1522.The modeled gravity was interpolated from observed gravity values.
 EJ1522
 EJ1522;                    North         East    Units  Estimated Accuracy
 EJ1522;SPC AR S     -   607,470.      221,360.      MT  (+/- 180 meters Scaled)
 EJ1522
 EJ1522                          SUPERSEDED SURVEY CONTROL
 EJ1522
 EJ1522  NGVD 29 (??/??/92)  289.288  (m)          949.11   (f) ADJ UNCH    2 0
 EJ1522
 EJ1522.Superseded values are not recommended for survey control.
 EJ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1522.See file dsdata.txt to determine how the superseded data were derived.
 EJ1522
 EJ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU131204(NAD 83)
 EJ1522_MARKER: DB = BENCH MARK DISK
 EJ1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1522_STAMPING: L 133 1935
 EJ1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1522+STABILITY: SURFACE MOTION
 EJ1522
 EJ1522  HISTORY     - Date     Condition        Report By
 EJ1522  HISTORY     - 1935     MONUMENTED       CGS
 EJ1522  HISTORY     - 1961     GOOD             NGS
 EJ1522
 EJ1522                          STATION DESCRIPTION
 EJ1522
 EJ1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1522'3.3 MI SE FROM OPAL.
 EJ1522'THIS MARK RECOVERED ON AN OLD (LITTLE USED) ROAD, AT THE FORMER SITE
 EJ1522'OF A FARMHOUSE AND THE OLD ALDER POST OFFICE, ABOUT 75 FEET WEST OF
 EJ1522'THE SOUTHWEST CORNER OF AN OLD BUILDING SITE, ABOUT 42 FEET NORTH OF
 EJ1522'THE CENTERLINE OF THE ROAD AND 15 FEET NORTHWEST OF A 12-INCH WHITE
 EJ1522'OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE.  THE MARK IS
 EJ1522'THOUGHT TO BE IN THE SW 1/4 SEC. 36, T. 2 S., R. 28 W.  THE MARK IS
 EJ1522'REACHED BY GOING SOUTHWEST AND WEST FOR ABOUT 3.5 MILES ON AN OLD ROAD
 EJ1522'FROM ITS JUNCTION WITH THE MAIN ROAD ABOUT 4 MILES EAST OF OPAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0066 ***********************************************************************
 EK0066  DESIGNATION -  L 134 RESET
 EK0066  PID         -  EK0066
 EK0066  STATE/COUNTY-  AR/POLK
 EK0066  USGS QUAD   -  BOARD CAMP (1975)
 EK0066
 EK0066                         *CURRENT SURVEY CONTROL
 EK0066  ___________________________________________________________________
 EK0066* NAD 83(1986)-  34 34 58.     (N)    094 03 15.     (W)     SCALED    
 EK0066* NAVD 88     -       283.07   (meters)     928.7    (feet)  RESET     
 EK0066  ___________________________________________________________________
 EK0066  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 EK0066
 EK0066  VERT ORDER  -  THIRD
 EK0066
 EK0066.The horizontal coordinates were scaled from a topographic map and have
 EK0066.an estimated accuracy of +/- 6 seconds.
 EK0066
 EK0066.The orthometric height was computed from unverified reset data.
 EK0066
 EK0066.The geoid height was determined by GEOID03.
 EK0066
 EK0066;                    North         East    Units  Estimated Accuracy
 EK0066;SPC AR S     -   614,420.      211,550.      MT  (+/- 180 meters Scaled)
 EK0066
 EK0066                          SUPERSEDED SURVEY CONTROL
 EK0066
 EK0066.No superseded survey control is available for this station.
 EK0066
 EK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU033272(NAD 83)
 EK0066_MARKER: DB = BENCH MARK DISK
 EK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0066_STAMPING: L 134 1935 RESET 1957
 EK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0066+STABILITY: SURFACE MOTION
 EK0066
 EK0066  HISTORY     - Date     Condition        Report By
 EK0066  HISTORY     - 1957     MONUMENTED       CGS
 EK0066
 EK0066                          STATION DESCRIPTION
 EK0066
 EK0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EK0066'3.3 MI W FROM CHERRY HILL.
 EK0066'3.3 MILES WEST ALONG STATE HIGHWAY 88, ABOUT 11 MILES EAST OF
 EK0066'MENA, 103 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 EK0066'86 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED FILLING
 EK0066'STATION, 76 FEET SOUTHEAST OF A T ROAD JUNCTION, 6 INCHES
 EK0066'NORTH OF AN EAST-WEST FENCE LINE AND SET IN THE TOP OF A CONCRETE
 EK0066'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0660 ***********************************************************************
 EK0660  DESIGNATION -  L 135
 EK0660  PID         -  EK0660
 EK0660  STATE/COUNTY-  AR/POLK
 EK0660  USGS QUAD   -  BOARD CAMP (1975)
 EK0660
 EK0660                         *CURRENT SURVEY CONTROL
 EK0660  ___________________________________________________________________
 EK0660* NAD 83(1986)-  34 33 48.     (N)    094 00 01.     (W)     SCALED    
 EK0660* NAVD 88     -       265.049  (meters)     869.58   (feet)  ADJUSTED  
 EK0660  ___________________________________________________________________
 EK0660  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EK0660  DYNAMIC HT  -         264.771 (meters)     868.67  (feet)  COMP
 EK0660  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 EK0660
 EK0660  VERT ORDER  -  SECOND    CLASS 0
 EK0660
 EK0660.The horizontal coordinates were scaled from a topographic map and have
 EK0660.an estimated accuracy of +/- 6 seconds.
 EK0660
 EK0660.The orthometric height was determined by differential leveling
 EK0660.and adjusted by the National Geodetic Survey in June 1991..
 EK0660
 EK0660.The geoid height was determined by GEOID03.
 EK0660
 EK0660.The dynamic height is computed by dividing the NAVD 88
 EK0660.geopotential number by the normal gravity value computed on the
 EK0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0660.degrees latitude (g = 980.6199 gals.).
 EK0660
 EK0660.The modeled gravity was interpolated from observed gravity values.
 EK0660
 EK0660;                    North         East    Units  Estimated Accuracy
 EK0660;SPC AR S     -   612,160.      216,450.      MT  (+/- 180 meters Scaled)
 EK0660
 EK0660                          SUPERSEDED SURVEY CONTROL
 EK0660
 EK0660  NGVD 29 (??/??/92)  264.975  (m)          869.34   (f) ADJ UNCH    2 0
 EK0660
 EK0660.Superseded values are not recommended for survey control.
 EK0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0660.See file dsdata.txt to determine how the superseded data were derived.
 EK0660
 EK0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU082250(NAD 83)
 EK0660_MARKER: DB = BENCH MARK DISK
 EK0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0660_STAMPING: L-135 1935
 EK0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0660+STABILITY: SURFACE MOTION
 EK0660
 EK0660  HISTORY     - Date     Condition        Report By
 EK0660  HISTORY     - 1935     MONUMENTED       CGS
 EK0660  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0660
 EK0660                          STATION DESCRIPTION
 EK0660
 EK0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0660'1.9 MI N FROM OPAL.
 EK0660'1.9 MILES NORTH OF, ALONG THE OPAL-CHERRY HILL ROAD, FROM POST OFFICE.
 EK0660'ABOUT 300 FEET NORTH OF FORD OF BIG FORK CREEK, AT THE OUACHITA
 EK0660'SCHOOL.  70 FEET SOUTH OF THE ROAD CENTERLINE.  50.4 FEET NORTHWEST OF
 EK0660'THE WALL.  31.5 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL
 EK0660'BUILDING.  14.4 FEET NORTHEAST OF A BLAZED OAK TREE 1.4 FT. IN
 EK0660'DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.  NOTE-- THE SCHOOL
 EK0660'HOUSE IS GONE.
 EK0660
 EK0660                          STATION RECOVERY (1961)
 EK0660
 EK0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1167 ***********************************************************************
 EJ1167  DESIGNATION -  L 136
 EJ1167  PID         -  EJ1167
 EJ1167  STATE/COUNTY-  AR/CLARK
 EJ1167  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1167
 EJ1167                         *CURRENT SURVEY CONTROL
 EJ1167  ___________________________________________________________________
 EJ1167* NAD 83(1986)-  34 13 44.     (N)    093 22 44.     (W)     SCALED    
 EJ1167* NAVD 88     -       186.296  (meters)     611.21   (feet)  ADJUSTED  
 EJ1167  ___________________________________________________________________
 EJ1167  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EJ1167  DYNAMIC HT  -         186.106 (meters)     610.58  (feet)  COMP
 EJ1167  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 EJ1167
 EJ1167  VERT ORDER  -  SECOND    CLASS 0
 EJ1167
 EJ1167.The horizontal coordinates were scaled from a topographic map and have
 EJ1167.an estimated accuracy of +/- 6 seconds.
 EJ1167
 EJ1167.The orthometric height was determined by differential leveling
 EJ1167.and adjusted by the National Geodetic Survey in June 1991..
 EJ1167
 EJ1167.The geoid height was determined by GEOID03.
 EJ1167
 EJ1167.The dynamic height is computed by dividing the NAVD 88
 EJ1167.geopotential number by the normal gravity value computed on the
 EJ1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1167.degrees latitude (g = 980.6199 gals.).
 EJ1167
 EJ1167.The modeled gravity was interpolated from observed gravity values.
 EJ1167
 EJ1167;                    North         East    Units  Estimated Accuracy
 EJ1167;SPC AR S     -   574,130.      272,970.      MT  (+/- 180 meters Scaled)
 EJ1167
 EJ1167                          SUPERSEDED SURVEY CONTROL
 EJ1167
 EJ1167  NGVD 29 (??/??/92)  186.287  (m)          611.18   (f) ADJ UNCH    2 0
 EJ1167
 EJ1167.Superseded values are not recommended for survey control.
 EJ1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1167.See file dsdata.txt to determine how the superseded data were derived.
 EJ1167
 EJ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT651876(NAD 83)
 EJ1167_MARKER: DB = BENCH MARK DISK
 EJ1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1167_STAMPING: L 136 1935
 EJ1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1167+STABILITY: SURFACE MOTION
 EJ1167
 EJ1167  HISTORY     - Date     Condition        Report By
 EJ1167  HISTORY     - 1935     MONUMENTED       CGS
 EJ1167  HISTORY     - 1964     GOOD             NGS
 EJ1167
 EJ1167                          STATION DESCRIPTION
 EJ1167
 EJ1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EJ1167'6.7 MI SE FROM AMITY.
 EJ1167'MARK RECOVERED AT ALPINE, ABOUT 200 FEET EAST OF TEXACO SERVICE
 EJ1167'STATION AND POST OFFICE, ABOUT 200 FEET NORTH ACROSS HIGHWAY FROM OLD
 EJ1167'ABANDONED SCHOOL, ABOUT 12 FEET WEST OF A TELEPHONE POLE, ABOUT 10
 EJ1167'FEET NORTH OF CENTERLINE OF A ROAD THAT PARALLELS THE HIGHWAY AND 3
 EJ1167'FEET EAST OF THE BASE OF A GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1194 ***********************************************************************
 EJ1194  DESIGNATION -  L 137
 EJ1194  PID         -  EJ1194
 EJ1194  STATE/COUNTY-  AR/GARLAND
 EJ1194  USGS QUAD   -  PEARCY (1976)
 EJ1194
 EJ1194                         *CURRENT SURVEY CONTROL
 EJ1194  ___________________________________________________________________
 EJ1194* NAD 83(1986)-  34 24 18.     (N)    093 17 06.     (W)     SCALED    
 EJ1194* NAVD 88     -       190.835  (meters)     626.10   (feet)  ADJUSTED  
 EJ1194  ___________________________________________________________________
 EJ1194  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EJ1194  DYNAMIC HT  -         190.644 (meters)     625.47  (feet)  COMP
 EJ1194  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 EJ1194
 EJ1194  VERT ORDER  -  SECOND    CLASS 0
 EJ1194
 EJ1194.The horizontal coordinates were scaled from a topographic map and have
 EJ1194.an estimated accuracy of +/- 6 seconds.
 EJ1194
 EJ1194.The orthometric height was determined by differential leveling
 EJ1194.and adjusted by the National Geodetic Survey in June 1991..
 EJ1194
 EJ1194.The geoid height was determined by GEOID03.
 EJ1194
 EJ1194.The dynamic height is computed by dividing the NAVD 88
 EJ1194.geopotential number by the normal gravity value computed on the
 EJ1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1194.degrees latitude (g = 980.6199 gals.).
 EJ1194
 EJ1194.The modeled gravity was interpolated from observed gravity values.
 EJ1194
 EJ1194;                    North         East    Units  Estimated Accuracy
 EJ1194;SPC AR S     -   593,550.      281,860.      MT  (+/- 180 meters Scaled)
 EJ1194
 EJ1194                          SUPERSEDED SURVEY CONTROL
 EJ1194
 EJ1194  NGVD 29 (??/??/92)  190.82   (m)          626.0    (f) COMPUTED    2 0
 EJ1194
 EJ1194.Superseded values are not recommended for survey control.
 EJ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1194.See file dsdata.txt to determine how the superseded data were derived.
 EJ1194
 EJ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU738071(NAD 83)
 EJ1194_MARKER: DB = BENCH MARK DISK
 EJ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1194_STAMPING: L 137 1935
 EJ1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1194+STABILITY: SURFACE MOTION
 EJ1194
 EJ1194  HISTORY     - Date     Condition        Report By
 EJ1194  HISTORY     - 1935     MONUMENTED       CGS
 EJ1194  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ1194
 EJ1194                          STATION DESCRIPTION
 EJ1194
 EJ1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1194'1.7 MI S FROM PEARCY.
 EJ1194'1.7 MILES SOUTH ALONG THE ROAD LEADING TO POINT CEDAR FROM THE POST
 EJ1194'OFFICE AT PEARCY, 0.5 MILE NORTH OF LITTLE MAZARN CREEK, AT THE J.N.
 EJ1194'SORREN FARMYARD, 71 FEET SOUTHEAST OF A GATE, 10.2 FEET SOUTHWEST OF A
 EJ1194'WELL, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED L 137 1935
 EJ1194'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS NOW IN A
 EJ1194'FARMERS YARD.  THE NAME IS SORRELLS INSTEAD OF SORREN.
 EJ1194
 EJ1194                          STATION RECOVERY (1965)
 EJ1194
 EJ1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EJ1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1202 ***********************************************************************
 EJ1202  DESIGNATION -  L 138
 EJ1202  PID         -  EJ1202
 EJ1202  STATE/COUNTY-  AR/CLARK
 EJ1202  USGS QUAD   -  CHALYBEATE MTN EAST (1975)
 EJ1202
 EJ1202                         *CURRENT SURVEY CONTROL
 EJ1202  ___________________________________________________________________
 EJ1202* NAD 83(1986)-  34 13 37.     (N)    093 15 38.     (W)     SCALED    
 EJ1202* NAVD 88     -       124.909  (meters)     409.81   (feet)  ADJUSTED  
 EJ1202  ___________________________________________________________________
 EJ1202  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ1202  DYNAMIC HT  -         124.782 (meters)     409.39  (feet)  COMP
 EJ1202  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 EJ1202
 EJ1202  VERT ORDER  -  SECOND    CLASS 0
 EJ1202
 EJ1202.The horizontal coordinates were scaled from a topographic map and have
 EJ1202.an estimated accuracy of +/- 6 seconds.
 EJ1202
 EJ1202.The orthometric height was determined by differential leveling
 EJ1202.and adjusted by the National Geodetic Survey in June 1991..
 EJ1202
 EJ1202.The geoid height was determined by GEOID03.
 EJ1202
 EJ1202.The dynamic height is computed by dividing the NAVD 88
 EJ1202.geopotential number by the normal gravity value computed on the
 EJ1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1202.degrees latitude (g = 980.6199 gals.).
 EJ1202
 EJ1202.The modeled gravity was interpolated from observed gravity values.
 EJ1202
 EJ1202;                    North         East    Units  Estimated Accuracy
 EJ1202;SPC AR S     -   573,770.      283,870.      MT  (+/- 180 meters Scaled)
 EJ1202
 EJ1202                          SUPERSEDED SURVEY CONTROL
 EJ1202
 EJ1202  NGVD 29 (??/??/92)  124.908  (m)          409.80   (f) ADJ UNCH    2 0
 EJ1202
 EJ1202.Superseded values are not recommended for survey control.
 EJ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1202.See file dsdata.txt to determine how the superseded data were derived.
 EJ1202
 EJ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT760873(NAD 83)
 EJ1202_MARKER: DB = BENCH MARK DISK
 EJ1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1202_STAMPING: L 138 1935
 EJ1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1202+STABILITY: SURFACE MOTION
 EJ1202
 EJ1202  HISTORY     - Date     Condition        Report By
 EJ1202  HISTORY     - 1935     MONUMENTED       CGS
 EJ1202
 EJ1202                          STATION DESCRIPTION
 EJ1202
 EJ1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1202'3.1 MI NW FROM GRAVEL PIT TOWER 3.
 EJ1202'3.1 MILES NORTHWEST ALONG GRAVEL PIT ROAD FROM GRAVEL PIT TOWER 3, 0.5
 EJ1202'MILE SOUTH OF THE JUNCTION OF A ROAD TO ALPINE, 80 FEET NORTH OF THE
 EJ1202'NORTH END OF A WOOD BRIDGE OVER A SMALL CREEK, 28 FEET EAST OF THE
 EJ1202'CENTERLINE OF THE ROAD, 8 FEET SOUTH OF THE NORTHWEST CORNER OF A
 EJ1202'CATTLE PEN AT A DIPPING VAT, AND 2 FEET WEST OF THE FENCE.  A STANDARD
 EJ1202'DISK, STAMPED L 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1609 ***********************************************************************
 EH1609  DESIGNATION -  L 14
 EH1609  PID         -  EH1609
 EH1609  STATE/COUNTY-  AR/JEFFERSON
 EH1609  USGS QUAD   -  CADES (1975)
 EH1609
 EH1609                         *CURRENT SURVEY CONTROL
 EH1609  ___________________________________________________________________
 EH1609* NAD 83(1986)-  34 07 26.     (N)    091 34 26.     (W)     SCALED    
 EH1609* NAVD 88     -        55.385  (meters)     181.71   (feet)  ADJUSTED  
 EH1609  ___________________________________________________________________
 EH1609  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EH1609  DYNAMIC HT  -          55.331 (meters)     181.53  (feet)  COMP
 EH1609  MODELED GRAV-     979,656.8   (mgal)                       NAVD 88
 EH1609
 EH1609  VERT ORDER  -  FIRST     CLASS II
 EH1609
 EH1609.The horizontal coordinates were scaled from a topographic map and have
 EH1609.an estimated accuracy of +/- 6 seconds.
 EH1609
 EH1609.The orthometric height was determined by differential leveling
 EH1609.and adjusted by the National Geodetic Survey in August 1993..
 EH1609
 EH1609.The geoid height was determined by GEOID03.
 EH1609
 EH1609.The dynamic height is computed by dividing the NAVD 88
 EH1609.geopotential number by the normal gravity value computed on the
 EH1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1609.degrees latitude (g = 980.6199 gals.).
 EH1609
 EH1609.The modeled gravity was interpolated from observed gravity values.
 EH1609
 EH1609;                    North         East    Units  Estimated Accuracy
 EH1609;SPC AR S     -   561,710.      439,310.      MT  (+/- 180 meters Scaled)
 EH1609
 EH1609                          SUPERSEDED SURVEY CONTROL
 EH1609
 EH1609  NAVD 88 (06/15/91)   55.426  (m)          181.84   (f) UNKNOWN     1 2
 EH1609  NGVD 29 (??/??/??)   55.473  (m)          182.00   (f) ADJUSTED    1 2
 EH1609
 EH1609.Superseded values are not recommended for survey control.
 EH1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1609.See file dsdata.txt to determine how the superseded data were derived.
 EH1609
 EH1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT315768(NAD 83)
 EH1609_MARKER: DB = BENCH MARK DISK
 EH1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1609_STAMPING: L 14 1932 181.834
 EH1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1609+STABILITY: SURFACE MOTION
 EH1609
 EH1609  HISTORY     - Date     Condition        Report By
 EH1609  HISTORY     - 1932     MONUMENTED       CGS
 EH1609  HISTORY     - 1954     GOOD             CGS
 EH1609  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1609
 EH1609                          STATION DESCRIPTION
 EH1609
 EH1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1609'2.3 MI S FROM REYDEL.
 EH1609'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT REYDEL,
 EH1609'THENCE 1.1 MILES SOUTH ALONG A GRADED DIRT ROAD, 300 FEET EAST OF A
 EH1609'HOUSE, 30 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 58
 EH1609'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 1 FOOT
 EH1609'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1609'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1609
 EH1609                          STATION RECOVERY (2003)
 EH1609
 EH1609'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1063 ***********************************************************************
 EH1063  DESIGNATION -  L 14 1
 EH1063  PID         -  EH1063
 EH1063  STATE/COUNTY-  AR/MONROE
 EH1063  USGS QUAD   -  HOLLY GROVE (1971)
 EH1063
 EH1063                         *CURRENT SURVEY CONTROL
 EH1063  ___________________________________________________________________
 EH1063* NAD 83(1986)-  34 36 16.     (N)    091 14 33.     (W)     SCALED    
 EH1063* NAVD 88     -        53.135  (meters)     174.33   (feet)  ADJUSTED  
 EH1063  ___________________________________________________________________
 EH1063  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH1063  DYNAMIC HT  -          53.084 (meters)     174.16  (feet)  COMP
 EH1063  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 EH1063
 EH1063  VERT ORDER  -  FIRST     CLASS II
 EH1063
 EH1063.The horizontal coordinates were scaled from a topographic map and have
 EH1063.an estimated accuracy of +/- 6 seconds.
 EH1063
 EH1063.The orthometric height was determined by differential leveling
 EH1063.and adjusted by the National Geodetic Survey in June 1991..
 EH1063
 EH1063.The geoid height was determined by GEOID03.
 EH1063
 EH1063.The dynamic height is computed by dividing the NAVD 88
 EH1063.geopotential number by the normal gravity value computed on the
 EH1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1063.degrees latitude (g = 980.6199 gals.).
 EH1063
 EH1063.The modeled gravity was interpolated from observed gravity values.
 EH1063
 EH1063;                    North         East    Units  Estimated Accuracy
 EH1063;SPC AR S     -   615,190.      469,480.      MT  (+/- 180 meters Scaled)
 EH1063
 EH1063                          SUPERSEDED SURVEY CONTROL
 EH1063
 EH1063  NGVD 29 (??/??/??)   53.157  (m)          174.40   (f) ADJUSTED    1 2
 EH1063
 EH1063.Superseded values are not recommended for survey control.
 EH1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1063.See file dsdata.txt to determine how the superseded data were derived.
 EH1063
 EH1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU611305(NAD 83)
 EH1063_MARKER: DD = SURVEY DISK
 EH1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1063_STAMPING: BM L-14-1
 EH1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1063+STABILITY: SURFACE MOTION
 EH1063
 EH1063  HISTORY     - Date     Condition        Report By
 EH1063  HISTORY     - UNK      MONUMENTED       DOD
 EH1063  HISTORY     - 1955     GOOD             CGS
 EH1063  HISTORY     - 1971     MARK NOT FOUND   USGS
 EH1063
 EH1063                          STATION DESCRIPTION
 EH1063
 EH1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1063'2.55 MI NW FROM HOLLY GROVE.
 EH1063'ABOUT 2.55 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EH1063'THE STATION AT HOLLY GROVE, ABOUT 0.15 MILE NORTHWEST OF MILE POLE
 EH1063'357, AT A DIRT ROAD CROSSING, 32 FEET NORTHEAST OF NORTHEAST RAIL, 54
 EH1063'FEET EAST-SOUTHEAST OF EAST CORNER OF A SMALL RAILROAD TRESTLE, 39
 EH1063'FEET NORTH-NORTHEAST OF CENTER OF DIRT ROAD CROSSING, 33 FEET NORTH OF
 EH1063'CENTER  LINE OF DIRT ROAD, 19 FEET EAST-SOUTHEAST OF TELEPHONE POLE
 EH1063'NO. 1490, 3.8 FEET NORTHEAST OF A FENCE LINE, 2 1/2 FEET NORTH OF A
 EH1063'SMALL HONEY LOCUST TREE, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN
 EH1063'THE TOP OF A  CONCRETE POST PROJECTING 1 INCH.  NOTE-- 1971 REPORT--
 EH1063'RAIL AND TIES HAVE BEEN REMOVED AND LAND IS UNDER CONSTRUCTION.
 EH1063
 EH1063                          STATION RECOVERY (1971)
 EH1063
 EH1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EH1063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1069 ***********************************************************************
 EH1069  DESIGNATION -  L 14 12
 EH1069  PID         -  EH1069
 EH1069  STATE/COUNTY-  AR/MONROE
 EH1069  USGS QUAD   -  HOLLY GROVE (1971)
 EH1069
 EH1069                         *CURRENT SURVEY CONTROL
 EH1069  ___________________________________________________________________
 EH1069* NAD 83(1986)-  34 35 42.     (N)    091 11 58.     (W)     SCALED    
 EH1069* NAVD 88     -        55.121  (meters)     180.84   (feet)  ADJUSTED  
 EH1069  ___________________________________________________________________
 EH1069  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1069  DYNAMIC HT  -          55.069 (meters)     180.67  (feet)  COMP
 EH1069  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 EH1069
 EH1069  VERT ORDER  -  FIRST     CLASS II
 EH1069
 EH1069.The horizontal coordinates were scaled from a topographic map and have
 EH1069.an estimated accuracy of +/- 6 seconds.
 EH1069
 EH1069.The orthometric height was determined by differential leveling
 EH1069.and adjusted by the National Geodetic Survey in June 1991..
 EH1069
 EH1069.The geoid height was determined by GEOID03.
 EH1069
 EH1069.The dynamic height is computed by dividing the NAVD 88
 EH1069.geopotential number by the normal gravity value computed on the
 EH1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1069.degrees latitude (g = 980.6199 gals.).
 EH1069
 EH1069.The modeled gravity was interpolated from observed gravity values.
 EH1069
 EH1069;                    North         East    Units  Estimated Accuracy
 EH1069;SPC AR S     -   614,170.      473,440.      MT  (+/- 180 meters Scaled)
 EH1069
 EH1069                          SUPERSEDED SURVEY CONTROL
 EH1069
 EH1069  NGVD 29 (??/??/??)   55.145  (m)          180.92   (f) ADJUSTED    1 2
 EH1069
 EH1069.Superseded values are not recommended for survey control.
 EH1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1069.See file dsdata.txt to determine how the superseded data were derived.
 EH1069
 EH1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU651296(NAD 83)
 EH1069_MARKER: P = PIPE CAP
 EH1069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1069_STAMPING: L-14-12
 EH1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1069
 EH1069  HISTORY     - Date     Condition        Report By
 EH1069  HISTORY     - UNK      MONUMENTED       DOD
 EH1069  HISTORY     - 1955     GOOD             CGS
 EH1069  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1069
 EH1069                          STATION DESCRIPTION
 EH1069
 EH1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1069'IN HOLLY GROVE.
 EH1069'AT HOLLY GROVE, ALONG THE MISSOURI PACIFIC RAILROAD, 21 1/2 FEET SOUTH
 EH1069'OF SOUTH RAIL OF MAIN TRACK, 105 FEET EAST OF NORTHEAST CORNER OF
 EH1069'RAILROAD STATION, 226 FEET EAST OF CENTER LINE OF STATE HIGHWAY 17, 83
 EH1069'FEET EAST OF TELEPHONE POLE NO. 354/17, 30 1/2 FEET NORTH OF CENTER
 EH1069'LINE OF A BLACK TOP STREET PARALLEL TO TRACK, 5 FEET SOUTH-SOUTHEAST
 EH1069'OF SOUTHEAST CORNER OF A COAL SHED, ABOUT LEVEL WITH TRACK AND IS A
 EH1069'U.S.E. CAP AND PIPE SET IN CONCRETE AND PROJECTING 4 INCHES. NOTE--
 EH1069'THE MARK WAS LEANING SLIGHTLY AND WAS STRAIGHTENED BY THIS PARTY.
 EH1069
 EH1069                          STATION RECOVERY (2003)
 EH1069
 EH1069'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1072 ***********************************************************************
 EH1072  DESIGNATION -  L 14 2
 EH1072  PID         -  EH1072
 EH1072  STATE/COUNTY-  AR/MONROE
 EH1072  USGS QUAD   -  HOLLY GROVE (1971)
 EH1072
 EH1072                         *CURRENT SURVEY CONTROL
 EH1072  ___________________________________________________________________
 EH1072* NAD 83(1986)-  34 35 18.     (N)    091 09 16.     (W)     SCALED    
 EH1072* NAVD 88     -        54.846  (meters)     179.94   (feet)  ADJUSTED  
 EH1072  ___________________________________________________________________
 EH1072  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1072  DYNAMIC HT  -          54.794 (meters)     179.77  (feet)  COMP
 EH1072  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 EH1072
 EH1072  VERT ORDER  -  FIRST     CLASS II
 EH1072
 EH1072.The horizontal coordinates were scaled from a topographic map and have
 EH1072.an estimated accuracy of +/- 6 seconds.
 EH1072
 EH1072.The orthometric height was determined by differential leveling
 EH1072.and adjusted by the National Geodetic Survey in June 1991..
 EH1072
 EH1072.The geoid height was determined by GEOID03.
 EH1072
 EH1072.The dynamic height is computed by dividing the NAVD 88
 EH1072.geopotential number by the normal gravity value computed on the
 EH1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1072.degrees latitude (g = 980.6199 gals.).
 EH1072
 EH1072.The modeled gravity was interpolated from observed gravity values.
 EH1072
 EH1072;                    North         East    Units  Estimated Accuracy
 EH1072;SPC AR S     -   613,460.      477,570.      MT  (+/- 180 meters Scaled)
 EH1072
 EH1072                          SUPERSEDED SURVEY CONTROL
 EH1072
 EH1072  NGVD 29 (??/??/??)   54.871  (m)          180.02   (f) ADJUSTED    1 2
 EH1072
 EH1072.Superseded values are not recommended for survey control.
 EH1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1072.See file dsdata.txt to determine how the superseded data were derived.
 EH1072
 EH1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU692289(NAD 83)
 EH1072_MARKER: P = PIPE CAP
 EH1072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1072_STAMPING: BM L-14-2
 EH1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1072
 EH1072  HISTORY     - Date     Condition        Report By
 EH1072  HISTORY     - UNK      MONUMENTED       DOD
 EH1072  HISTORY     - 1955     GOOD             CGS
 EH1072
 EH1072                          STATION DESCRIPTION
 EH1072
 EH1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1072'2.6 MI E FROM HOLLY GROVE.
 EH1072'ABOUT 2.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1072'STATION AT HOLLY GROVE, ABOUT 0.1 MILE WEST OF A PRIVATE ROAD
 EH1072'CROSSING, 19 FEET SOUTH OF SOUTH RAIL, 346 FEET EAST OF SOUTHEAST
 EH1072'CORNER OF RAILROAD TRESTLE NO. 352.1 105 FEET EAST-SOUTHEAST AND
 EH1072'ACROSS TRACK FROM TELEPHONE POLE NO. 1310, 17 FEET EAST OF MILE POLE
 EH1072'NO. 352, 3 FEET NORTH OF ROW OF TELEPHONE POLES, ABOUT 1 1/2 FEET
 EH1072'BELOW LEVEL OF TRACK, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 EH1072'ABOUT 2 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1076 ***********************************************************************
 EH1076  DESIGNATION -  L 14 3
 EH1076  PID         -  EH1076
 EH1076  STATE/COUNTY-  AR/MONROE
 EH1076  USGS QUAD   -  PINE CITY (1971)
 EH1076
 EH1076                         *CURRENT SURVEY CONTROL
 EH1076  ___________________________________________________________________
 EH1076* NAD 83(1986)-  34 34 54.     (N)    091 06 24.     (W)     SCALED    
 EH1076* NAVD 88     -        53.365  (meters)     175.08   (feet)  ADJUSTED  
 EH1076  ___________________________________________________________________
 EH1076  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1076  DYNAMIC HT  -          53.314 (meters)     174.91  (feet)  COMP
 EH1076  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 EH1076
 EH1076  VERT ORDER  -  FIRST     CLASS II
 EH1076
 EH1076.The horizontal coordinates were scaled from a topographic map and have
 EH1076.an estimated accuracy of +/- 6 seconds.
 EH1076
 EH1076.The orthometric height was determined by differential leveling
 EH1076.and adjusted by the National Geodetic Survey in June 1991..
 EH1076.WARNING-Repeat measurements at this control monument indicate possible
 EH1076.vertical movement.
 EH1076
 EH1076.The geoid height was determined by GEOID03.
 EH1076
 EH1076.The dynamic height is computed by dividing the NAVD 88
 EH1076.geopotential number by the normal gravity value computed on the
 EH1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1076.degrees latitude (g = 980.6199 gals.).
 EH1076
 EH1076.The modeled gravity was interpolated from observed gravity values.
 EH1076
 EH1076;                    North         East    Units  Estimated Accuracy
 EH1076;SPC AR S     -   612,760.      481,960.      MT  (+/- 180 meters Scaled)
 EH1076
 EH1076                          SUPERSEDED SURVEY CONTROL
 EH1076
 EH1076  NGVD 29 (??/??/??)   53.392  (m)          175.17   (f) ADJUSTED    1 2
 EH1076
 EH1076.Superseded values are not recommended for survey control.
 EH1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1076.See file dsdata.txt to determine how the superseded data were derived.
 EH1076
 EH1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU736282(NAD 83)
 EH1076_MARKER: DD = SURVEY DISK
 EH1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1076_STAMPING: L-14-3 B.M.
 EH1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1076+STABILITY: SURFACE MOTION
 EH1076
 EH1076  HISTORY     - Date     Condition        Report By
 EH1076  HISTORY     - UNK      MONUMENTED       DOD
 EH1076  HISTORY     - 1956     GOOD             CGS
 EH1076
 EH1076                          STATION DESCRIPTION
 EH1076
 EH1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1076'2.4 MI W FROM PALMER.
 EH1076'ABOUT 2.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE ROAD
 EH1076'CROSSING AND STATION SIGN AT PALMER, ABOUT 0.45 MILE EAST OF THE ROAD
 EH1076'CROSSING AND STATION SIGN AT PINE CITY, ABOUT 0.25 MILE WEST OF MILE
 EH1076'POLE 349, IN THE WEST ANGLE OF TRIANGLE FORMED BY JUNCTION OF TRACK
 EH1076'LEADING NORTH TO BRINKLEY, ABOUT 75 YARDS EAST OF SWITCH STAND AT WEST
 EH1076'ANGLE OF JUNCTION, 22.4 FEET NORTH OF NORTH RAIL OF EAST-WEST TRACK,
 EH1076'28 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK ON NORTHWEST SIDE OF
 EH1076'RAILROAD TRIANGLE, 46 FEET EAST OF TELEPHONE POLE NO. 1210 AND ABOUT 1
 EH1076'FOOT NORTH OF ROW OF TELEPHONE POLES, 2 FEET WEST OF A WHITE WOODEN
 EH1076'WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 EH1076'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1086 ***********************************************************************
 EH1086  DESIGNATION -  L 14 4 RESET
 EH1086  PID         -  EH1086
 EH1086  STATE/COUNTY-  AR/MONROE
 EH1086  USGS QUAD   -  PINE CITY (1971)
 EH1086
 EH1086                         *CURRENT SURVEY CONTROL
 EH1086  ___________________________________________________________________
 EH1086* NAD 83(1986)-  34 34 09.     (N)    091 00 55.     (W)     SCALED    
 EH1086* NAVD 88     -        53.77   (meters)     176.4    (feet)  RESET     
 EH1086  ___________________________________________________________________
 EH1086  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1086
 EH1086  VERT ORDER  -  THIRD
 EH1086
 EH1086.The horizontal coordinates were scaled from a topographic map and have
 EH1086.an estimated accuracy of +/- 6 seconds.
 EH1086
 EH1086.The orthometric height was computed from unverified reset data.
 EH1086.No vertical observational check was made to the station.
 EH1086
 EH1086.The geoid height was determined by GEOID03.
 EH1086
 EH1086;                    North         East    Units  Estimated Accuracy
 EH1086;SPC AR S     -   611,450.      490,360.      MT  (+/- 180 meters Scaled)
 EH1086
 EH1086                          SUPERSEDED SURVEY CONTROL
 EH1086
 EH1086  NGVD 29 (??/??/??)   53.80   (m)          176.5    (f) RESET       3  
 EH1086
 EH1086.Superseded values are not recommended for survey control.
 EH1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1086.See file dsdata.txt to determine how the superseded data were derived.
 EH1086
 EH1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU820270(NAD 83)
 EH1086_MARKER: DB = BENCH MARK DISK
 EH1086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1086_SP_SET: MONUMENT
 EH1086_STAMPING: BM L-14-4 U.S.E. RESET 1971
 EH1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1086
 EH1086  HISTORY     - Date     Condition        Report By
 EH1086  HISTORY     - 1971     MONUMENTED       NGS
 EH1086
 EH1086                          STATION DESCRIPTION
 EH1086
 EH1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EH1086'2.85 MI E FROM PALMER.
 EH1086'ABOUT 2.85 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1086'CROSSING IN PALMER, ABOUT 0.4 OF A MILE EAST ALONG THE RAILROAD FROM
 EH1086'THE CROSSING AT POSTELLE, 323 FEET EAST OF THE EAST END OF RAILROAD
 EH1086'TRESTLE NO. 3441, 77 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF
 EH1086'THE STATE ROUTE 39 AND RAILROAD CROSSING, 69.2 FEET NORTH OF THE NORTH
 EH1086'RAIL OF THE RAILROAD, 40 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 EH1086'ROUTE 39 RE-LOCATED, AND 0.9 OF A FOOT SOUTH OF A METAL WITNESS POST
 EH1086'AND SIGN.  A STANDARD C AND GS BENCH MARK DISK SET IN THE TOP OF AN
 EH1086'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK
 EH1086'IS STAMPED BM L-14-4 U.S.E. RESET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0721 ***********************************************************************
 EJ0721  DESIGNATION -  L 140
 EJ0721  PID         -  EJ0721
 EJ0721  STATE/COUNTY-  AR/HOT SPRING
 EJ0721  USGS QUAD   -  MALVERN NORTH (1978)
 EJ0721
 EJ0721                         *CURRENT SURVEY CONTROL
 EJ0721  ___________________________________________________________________
 EJ0721* NAD 83(1986)-  34 26 27.     (N)    092 49 02.     (W)     SCALED    
 EJ0721* NAVD 88     -       173.183  (meters)     568.18   (feet)  ADJUSTED  
 EJ0721  ___________________________________________________________________
 EJ0721  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ0721  DYNAMIC HT  -         173.018 (meters)     567.64  (feet)  COMP
 EJ0721  MODELED GRAV-     979,677.7   (mgal)                       NAVD 88
 EJ0721
 EJ0721  VERT ORDER  -  SECOND    CLASS 0
 EJ0721
 EJ0721.The horizontal coordinates were scaled from a topographic map and have
 EJ0721.an estimated accuracy of +/- 6 seconds.
 EJ0721
 EJ0721.The orthometric height was determined by differential leveling
 EJ0721.and adjusted by the National Geodetic Survey in June 1991..
 EJ0721
 EJ0721.The geoid height was determined by GEOID03.
 EJ0721
 EJ0721.The dynamic height is computed by dividing the NAVD 88
 EJ0721.geopotential number by the normal gravity value computed on the
 EJ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0721.degrees latitude (g = 980.6199 gals.).
 EJ0721
 EJ0721.The modeled gravity was interpolated from observed gravity values.
 EJ0721
 EJ0721;                    North         East    Units  Estimated Accuracy
 EJ0721;SPC AR S     -   597,080.      324,900.      MT  (+/- 180 meters Scaled)
 EJ0721
 EJ0721                          SUPERSEDED SURVEY CONTROL
 EJ0721
 EJ0721  NGVD 29 (??/??/92)  173.191  (m)          568.21   (f) ADJ UNCH    2 0
 EJ0721
 EJ0721.Superseded values are not recommended for survey control.
 EJ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0721.See file dsdata.txt to determine how the superseded data were derived.
 EJ0721
 EJ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU167110(NAD 83)
 EJ0721_MARKER: DB = BENCH MARK DISK
 EJ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0721_STAMPING: L 140 1935
 EJ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0721+STABILITY: SURFACE MOTION
 EJ0721
 EJ0721  HISTORY     - Date     Condition        Report By
 EJ0721  HISTORY     - 1935     MONUMENTED       CGS
 EJ0721  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0721
 EJ0721                          STATION DESCRIPTION
 EJ0721
 EJ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0721'1.8 MI E FROM MAGNET.
 EJ0721'1.8 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE POST OFFICE AT MAGNET,
 EJ0721'1.1 MILES EAST OF MAGNET COVE HIGH SCHOOL, AT THE JUNCTION OF THE
 EJ0721'GREEN HORN ROAD, 150 FEET WEST OF A CURVE IN THE HIGHWAY, 46 FEET
 EJ0721'NORTH OF THE CENTERLINE OF THE HIGHWAY, 11 FEET WEST OF A POLE.  A
 EJ0721'STANDARD DISK, STAMPED L 140 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0721'POST.
 EJ0721
 EJ0721                          STATION RECOVERY (1975)
 EJ0721
 EJ0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1434 ***********************************************************************
 FG1434  DESIGNATION -  L 141
 FG1434  PID         -  FG1434
 FG1434  STATE/COUNTY-  AR/FRANKLIN
 FG1434  USGS QUAD   -  YALE (1973)
 FG1434
 FG1434                         *CURRENT SURVEY CONTROL
 FG1434  ___________________________________________________________________
 FG1434* NAD 83(1986)-  35 40 03.     (N)    093 44 53.     (W)     SCALED    
 FG1434* NAVD 88     -       395.731  (meters)    1298.33   (feet)  ADJUSTED  
 FG1434  ___________________________________________________________________
 FG1434  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FG1434  DYNAMIC HT  -         395.363 (meters)    1297.12  (feet)  COMP
 FG1434  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FG1434
 FG1434  VERT ORDER  -  SECOND    CLASS 0
 FG1434
 FG1434.The horizontal coordinates were scaled from a topographic map and have
 FG1434.an estimated accuracy of +/- 6 seconds.
 FG1434
 FG1434.The orthometric height was determined by differential leveling
 FG1434.and adjusted by the National Geodetic Survey in June 1991..
 FG1434
 FG1434.The geoid height was determined by GEOID03.
 FG1434
 FG1434.The dynamic height is computed by dividing the NAVD 88
 FG1434.geopotential number by the normal gravity value computed on the
 FG1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1434.degrees latitude (g = 980.6199 gals.).
 FG1434
 FG1434.The modeled gravity was interpolated from observed gravity values.
 FG1434
 FG1434;                    North         East    Units  Estimated Accuracy
 FG1434;SPC AR N     -   149,420.      241,750.      MT  (+/- 180 meters Scaled)
 FG1434
 FG1434                          SUPERSEDED SURVEY CONTROL
 FG1434
 FG1434  NGVD 29 (??/??/92)  395.656  (m)         1298.08   (f) ADJ UNCH    2 0
 FG1434
 FG1434.Superseded values are not recommended for survey control.
 FG1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1434.See file dsdata.txt to determine how the superseded data were derived.
 FG1434
 FG1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV322473(NAD 83)
 FG1434_MARKER: DB = BENCH MARK DISK
 FG1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1434_STAMPING: L 141 1935
 FG1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1434+STABILITY: SURFACE MOTION
 FG1434
 FG1434  HISTORY     - Date     Condition        Report By
 FG1434  HISTORY     - 1935     MONUMENTED       CGS
 FG1434  HISTORY     - 1959     GOOD             NGS
 FG1434
 FG1434                          STATION DESCRIPTION
 FG1434
 FG1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1434'5.5 MI SW FROM TAFT.
 FG1434'5.5 MILES SOUTHWEST ALONG THE CASS-TAFT ROAD FROM THE POST OFFICE AT
 FG1434'TAFT, FRANKLIN COUNTY, 1.4 MILES SOUTH OF TAFT CAMP OF THE FRANKLIN
 FG1434'CONSERVATION CORPS, 175 FEET SOUTH OF A RIGHT-ANGLE CURVE IN THE ROAD,
 FG1434'31 FEET WEST OF THE CENTERLINE OF THE ROAD, 22 FEET EAST OF THE
 FG1434'CENTERLINE OF A ROAD LEADING NORTHWEST, 43 FEET EAST OF A DRAINAGE
 FG1434'DITCH, AND 4 FEET EAST OF A 12-INCH OAK TREE.  A STANDARD DISK,
 FG1434'STAMPED L 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1454 ***********************************************************************
 FG1454  DESIGNATION -  L 142
 FG1454  PID         -  FG1454
 FG1454  STATE/COUNTY-  AR/NEWTON
 FG1454  USGS QUAD   -  BOSTON (1973)
 FG1454
 FG1454                         *CURRENT SURVEY CONTROL
 FG1454  ___________________________________________________________________
 FG1454* NAD 83(1986)-  35 45 09.     (N)    093 30 01.     (W)     SCALED    
 FG1454* NAVD 88     -       444.599  (meters)    1458.66   (feet)  ADJUSTED  
 FG1454  ___________________________________________________________________
 FG1454  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG1454  DYNAMIC HT  -         444.164 (meters)    1457.23  (feet)  COMP
 FG1454  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 FG1454
 FG1454  VERT ORDER  -  SECOND    CLASS 0
 FG1454
 FG1454.The horizontal coordinates were scaled from a topographic map and have
 FG1454.an estimated accuracy of +/- 6 seconds.
 FG1454
 FG1454.The orthometric height was determined by differential leveling
 FG1454.and adjusted by the National Geodetic Survey in June 1991..
 FG1454
 FG1454.The geoid height was determined by GEOID03.
 FG1454
 FG1454.The dynamic height is computed by dividing the NAVD 88
 FG1454.geopotential number by the normal gravity value computed on the
 FG1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1454.degrees latitude (g = 980.6199 gals.).
 FG1454
 FG1454.The modeled gravity was interpolated from observed gravity values.
 FG1454
 FG1454;                    North         East    Units  Estimated Accuracy
 FG1454;SPC AR N     -   158,480.      264,320.      MT  (+/- 180 meters Scaled)
 FG1454
 FG1454                          SUPERSEDED SURVEY CONTROL
 FG1454
 FG1454  NGVD 29 (??/??/92)  444.515  (m)         1458.38   (f) ADJ UNCH    2 0
 FG1454
 FG1454.Superseded values are not recommended for survey control.
 FG1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1454.See file dsdata.txt to determine how the superseded data were derived.
 FG1454
 FG1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV547566(NAD 83)
 FG1454_MARKER: DB = BENCH MARK DISK
 FG1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1454_STAMPING: L 142 1935
 FG1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1454+STABILITY: SURFACE MOTION
 FG1454
 FG1454  HISTORY     - Date     Condition        Report By
 FG1454  HISTORY     - 1935     MONUMENTED       CGS
 FG1454
 FG1454                          STATION DESCRIPTION
 FG1454
 FG1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1454'2.7 MI SW FROM OLD FALLSVILLE.
 FG1454'2.7 MILES SOUTHWEST ALONG THE OARK-OLD FALLSVILLE ROAD FROM THE THOMAS
 FG1454'PATTON STORE AT OLD FALLSVILLE, NEWTON COUNTY, 54 FEET NORTH OF THE J.
 FG1454'ALLINGTON FARMHOUSE, 33 FEETR SOUTH OF THE CENTERLINE OF THE ROAD, 26
 FG1454'FEET SOUTHEAST OF THE NORTHWEST CORNER OF A YARD FENCE, 18 FEET SOUTH
 FG1454'OF THE SOUTH END OF A GATE, AND 6 FEET NORTH OF A 12-INCH CEDAR TREE.
 FG1454'A STANDARD DISK, STAMPED L 142 1935 AND SET IN THE TOP OF A CONCRETE
 FG1454'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1377 ***********************************************************************
 FG1377  DESIGNATION -  L 143
 FG1377  PID         -  FG1377
 FG1377  STATE/COUNTY-  AR/MADISON
 FG1377  USGS QUAD   -  DELANEY (1973)
 FG1377
 FG1377                         *CURRENT SURVEY CONTROL
 FG1377  ___________________________________________________________________
 FG1377* NAD 83(1986)-  35 49 24.     (N)    093 56 07.     (W)     SCALED    
 FG1377* NAVD 88     -       508.702  (meters)    1668.97   (feet)  ADJUSTED  
 FG1377  ___________________________________________________________________
 FG1377  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FG1377  DYNAMIC HT  -         508.216 (meters)    1667.37  (feet)  COMP
 FG1377  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 FG1377
 FG1377  VERT ORDER  -  SECOND    CLASS 0
 FG1377
 FG1377.The horizontal coordinates were scaled from a topographic map and have
 FG1377.an estimated accuracy of +/- 6 seconds.
 FG1377
 FG1377.The orthometric height was determined by differential leveling
 FG1377.and adjusted by the National Geodetic Survey in June 1991..
 FG1377
 FG1377.The geoid height was determined by GEOID03.
 FG1377
 FG1377.The dynamic height is computed by dividing the NAVD 88
 FG1377.geopotential number by the normal gravity value computed on the
 FG1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1377.degrees latitude (g = 980.6199 gals.).
 FG1377
 FG1377.The modeled gravity was interpolated from observed gravity values.
 FG1377
 FG1377;                    North         East    Units  Estimated Accuracy
 FG1377;SPC AR N     -   167,020.      225,140.      MT  (+/- 180 meters Scaled)
 FG1377
 FG1377                          SUPERSEDED SURVEY CONTROL
 FG1377
 FG1377  NGVD 29 (??/??/92)  508.557  (m)         1668.49   (f) ADJ UNCH    2 0
 FG1377
 FG1377.Superseded values are not recommended for survey control.
 FG1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1377.See file dsdata.txt to determine how the superseded data were derived.
 FG1377
 FG1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV155647(NAD 83)
 FG1377_MARKER: DB = BENCH MARK DISK
 FG1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1377_STAMPING: L 143 1935
 FG1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1377+STABILITY: SURFACE MOTION
 FG1377
 FG1377  HISTORY     - Date     Condition        Report By
 FG1377  HISTORY     - 1935     MONUMENTED       CGS
 FG1377  HISTORY     - 1960     GOOD             NGS
 FG1377
 FG1377                          STATION DESCRIPTION
 FG1377
 FG1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1377'3.8 MI N FROM HEALTH.
 FG1377'3.8 MILES NORTH ALONG THE HEALTH-CROSSES ROAD FROM THE SCHOOL AT
 FG1377'HEALTH, MADISON COUNTY, AT THE BOTTOM OF A LONG HILL ON BRANNON
 FG1377'MOUNTAIN, 31 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RICHARD
 FG1377'PELFREY FARMHOUSE, 120 FEET WEST OF CROSSES CREEK, 35 FEET EAST OF THE
 FG1377'CENTERLINE OF THE ROAD, 23 FEET EAST OF A SOUTHWEST FENCE CORNER, 1
 FG1377'FOOT NORTH OF A FENCE, AND 33 FEET SOUTHWEST OF A 12-INCH WALNUT TREE.
 FG1377'A STANDARD DISK, STAMPED L 143 1935 AND SET IN THE TOP OF A CONCRETE
 FG1377'POST.  NOTE-- THIS MARK WAS RECOVERED ON AN OLD ABANDONED SECTION OF
 FG1377'THE ROAD, ABOUT 1/4 MILE EAST OF THE PRESENT ROAD, ABOUT 1/4 MILE
 FG1377'NORTHEAST OF OBIE PELFREYS HOUSE, ABOUT 1/4 MILE SOUTHWEST OF TOM
 FG1377'WALKERS HOUSE AND NEAR THE CENTER OF THE WEST SIDE OF A SMALL CLEARED
 FG1377'FIELD.  IT IS POSSIBLE TO FOLLOW THE OLD ROAD ON FOOT FROM MR.
 FG1377'PELFREYS HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0071 ***********************************************************************
 FH0071  DESIGNATION -  L 144
 FH0071  PID         -  FH0071
 FH0071  STATE/COUNTY-  AR/WASHINGTON
 FH0071  USGS QUAD   -  SULPHUR CITY (1980)
 FH0071
 FH0071                         *CURRENT SURVEY CONTROL
 FH0071  ___________________________________________________________________
 FH0071* NAD 83(1986)-  35 55 27.     (N)    094 03 14.     (W)     SCALED    
 FH0071* NAVD 88     -       405.940  (meters)    1331.82   (feet)  ADJUSTED  
 FH0071  ___________________________________________________________________
 FH0071  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FH0071  DYNAMIC HT  -         405.566 (meters)    1330.59  (feet)  COMP
 FH0071  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 FH0071
 FH0071  VERT ORDER  -  SECOND    CLASS 0
 FH0071
 FH0071.The horizontal coordinates were scaled from a topographic map and have
 FH0071.an estimated accuracy of +/- 6 seconds.
 FH0071
 FH0071.The orthometric height was determined by differential leveling
 FH0071.and adjusted by the National Geodetic Survey in June 1991..
 FH0071
 FH0071.The geoid height was determined by GEOID03.
 FH0071
 FH0071.The dynamic height is computed by dividing the NAVD 88
 FH0071.geopotential number by the normal gravity value computed on the
 FH0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0071.degrees latitude (g = 980.6199 gals.).
 FH0071
 FH0071.The modeled gravity was interpolated from observed gravity values.
 FH0071
 FH0071;                    North         East    Units  Estimated Accuracy
 FH0071;SPC AR N     -   178,430.      214,660.      MT  (+/- 180 meters Scaled)
 FH0071
 FH0071                          SUPERSEDED SURVEY CONTROL
 FH0071
 FH0071  NGVD 29 (??/??/92)  405.791  (m)         1331.33   (f) ADJ UNCH    2 0
 FH0071
 FH0071.Superseded values are not recommended for survey control.
 FH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0071.See file dsdata.txt to determine how the superseded data were derived.
 FH0071
 FH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV049760(NAD 83)
 FH0071_MARKER: DB = BENCH MARK DISK
 FH0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0071_STAMPING: L 144 1935
 FH0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0071+STABILITY: SURFACE MOTION
 FH0071
 FH0071  HISTORY     - Date     Condition        Report By
 FH0071  HISTORY     - 1935     MONUMENTED       CGS
 FH0071  HISTORY     - 1960     MARK NOT FOUND   NGS
 FH0071
 FH0071                          STATION DESCRIPTION
 FH0071
 FH0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0071'6.1 MI SW FROM DURHAM.
 FH0071'6.1 MILES SOUTHWEST ALONG THE BRENTWOOD-DURHAM ROAD FROM THE
 FH0071'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT DURHAM, WASHINGTON
 FH0071'COUNTY, 0.9 MILE SOUTH OF CARTER POST OFFICE, IN A VALLEY,
 FH0071'0.2 MILE SOUTH OF A FORD OVER MIDDLE FORK RIVER, 0.2 MILE
 FH0071'NORTHEAST OF THE CHARLES PHILLIPS FARMHOUSE ON THE BASSETT FARM,
 FH0071'30 FEET EAST OF THE CENTERLINE OF THE ROAD, 21 FEET EAST OF A
 FH0071'NORTHWEST FENCE CORNER, AND 2 FEET NORTH OF A FENCE.  A STANDARD
 FH0071'DISK, STAMPED L 144 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FH0071'NOTE-- THIS MARK IS WEST OF A NEW W. P. A. ROAD, 30 FEET FROM
 FH0071'THE CENTERLINE, IN THE NE CORNER OF A NEW FENCE, CARTER P. O.
 FH0071'HAS BEEN CHANGED TO HICKS P. O., THERE IS A CONCRETE BRIDGE
 FH0071'OVER THE FORD OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0510 ***********************************************************************
 GF0510  DESIGNATION -  L 145
 GF0510  PID         -  GF0510
 GF0510  STATE/COUNTY-  AR/MADISON
 GF0510  USGS QUAD   -  KINGSTON (1973)
 GF0510
 GF0510                         *CURRENT SURVEY CONTROL
 GF0510  ___________________________________________________________________
 GF0510* NAD 83(1986)-  36 03 58.     (N)    093 32 19.     (W)     SCALED    
 GF0510* NAVD 88     -       413.848  (meters)    1357.77   (feet)  ADJUSTED  
 GF0510  ___________________________________________________________________
 GF0510  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GF0510  DYNAMIC HT  -         413.468 (meters)    1356.52  (feet)  COMP
 GF0510  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GF0510
 GF0510  VERT ORDER  -  SECOND    CLASS 0
 GF0510
 GF0510.The horizontal coordinates were scaled from a topographic map and have
 GF0510.an estimated accuracy of +/- 6 seconds.
 GF0510
 GF0510.The orthometric height was determined by differential leveling
 GF0510.and adjusted by the National Geodetic Survey in June 1991..
 GF0510
 GF0510.The geoid height was determined by GEOID03.
 GF0510
 GF0510.The dynamic height is computed by dividing the NAVD 88
 GF0510.geopotential number by the normal gravity value computed on the
 GF0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0510.degrees latitude (g = 980.6199 gals.).
 GF0510
 GF0510.The modeled gravity was interpolated from observed gravity values.
 GF0510
 GF0510;                    North         East    Units  Estimated Accuracy
 GF0510;SPC AR N     -   193,320.      261,400.      MT  (+/- 180 meters Scaled)
 GF0510
 GF0510                          SUPERSEDED SURVEY CONTROL
 GF0510
 GF0510  NGVD 29 (??/??/92)  413.730  (m)         1357.38   (f) ADJ UNCH    2 0
 GF0510
 GF0510.Superseded values are not recommended for survey control.
 GF0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0510.See file dsdata.txt to determine how the superseded data were derived.
 GF0510
 GF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV514914(NAD 83)
 GF0510_MARKER: DB = BENCH MARK DISK
 GF0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0510_STAMPING: L 145 1935
 GF0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0510+STABILITY: SURFACE MOTION
 GF0510
 GF0510  HISTORY     - Date     Condition        Report By
 GF0510  HISTORY     - 1935     MONUMENTED       CGS
 GF0510  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0510
 GF0510                          STATION DESCRIPTION
 GF0510
 GF0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0510'1.8 MI N FROM KINGSTON.
 GF0510'1.8 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE HIGHWAY BRIDGE
 GF0510'AT KINGSTON, MADISON COUNTY, 150 FEET SOUTH OF THE HOWARD GODSON
 GF0510'FARMHOUSE, 105 FEET EAST OF THE EAST CORNER OF A BARN, 40 FEET
 GF0510'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF
 GF0510'A NORTH FENCE CORNER, AND 1 1/2 FEET SOUTHEAST OF A FENCE.  A
 GF0510'STANDARD DISK, STAMPED L 145 1935 AND SET IN THE TOP OF A CONCRETE
 GF0510'POST.
 GF0510
 GF0510                          STATION RECOVERY (1987)
 GF0510
 GF0510'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0145 ***********************************************************************
 GF0145  DESIGNATION -  L 146
 GF0145  PID         -  GF0145
 GF0145  STATE/COUNTY-  AR/SEARCY
 GF0145  USGS QUAD   -  ST JOE (1967)
 GF0145
 GF0145                         *CURRENT SURVEY CONTROL
 GF0145  ___________________________________________________________________
 GF0145* NAD 83(1986)-  36 00 41.     (N)    092 50 33.     (W)     SCALED    
 GF0145* NAVD 88     -       291.893  (meters)     957.65   (feet)  ADJUSTED  
 GF0145  ___________________________________________________________________
 GF0145  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0145  DYNAMIC HT  -         291.629 (meters)     956.79  (feet)  COMP
 GF0145  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 GF0145
 GF0145  VERT ORDER  -  SECOND    CLASS 0
 GF0145
 GF0145.The horizontal coordinates were scaled from a topographic map and have
 GF0145.an estimated accuracy of +/- 6 seconds.
 GF0145
 GF0145.The orthometric height was determined by differential leveling
 GF0145.and adjusted by the National Geodetic Survey in June 1991..
 GF0145
 GF0145.The geoid height was determined by GEOID03.
 GF0145
 GF0145.The dynamic height is computed by dividing the NAVD 88
 GF0145.geopotential number by the normal gravity value computed on the
 GF0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0145.degrees latitude (g = 980.6199 gals.).
 GF0145
 GF0145.The modeled gravity was interpolated from observed gravity values.
 GF0145
 GF0145;                    North         East    Units  Estimated Accuracy
 GF0145;SPC AR N     -   186,490.      324,050.      MT  (+/- 180 meters Scaled)
 GF0145
 GF0145                          SUPERSEDED SURVEY CONTROL
 GF0145
 GF0145  NGVD 29 (??/??/92)  291.770  (m)          957.25   (f) ADJ UNCH    2 0
 GF0145
 GF0145.Superseded values are not recommended for survey control.
 GF0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0145.See file dsdata.txt to determine how the superseded data were derived.
 GF0145
 GF0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV141852(NAD 83)
 GF0145_MARKER: DB = BENCH MARK DISK
 GF0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0145_STAMPING: L-146 1935
 GF0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0145+STABILITY: SURFACE MOTION
 GF0145
 GF0145  HISTORY     - Date     Condition        Report By
 GF0145  HISTORY     - 1935     MONUMENTED       CGS
 GF0145
 GF0145                          STATION DESCRIPTION
 GF0145
 GF0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0145'4.3 MI SW FROM ST JOE.
 GF0145'SET AT FRONT ENTRANCE TO W.A. CRABTREES FARM YARD, 66.5 FEET
 GF0145'WEST OF CENTERLINE OF RICHLAND ROAD, AT POINT OF CURVE, 25.4
 GF0145'FEET EAST OF EAST SIDE OF W.A. CRABTREES FARM HOUSE, 23.6
 GF0145'FEET NORTH OF NORTH SIDE OF FRONT ENTRANCE GATE, 8.4 FEET
 GF0145'SOUTH OF SOUTHEAST CORNER OF DOUBLE DRIVE-WAY GATE, 0.8 FT. EAST
 GF0145'OF NORTH-SOUTH YARD FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0596 ***********************************************************************
 FG0596  DESIGNATION -  L 149
 FG0596  PID         -  FG0596
 FG0596  STATE/COUNTY-  AR/SEARCY
 FG0596  USGS QUAD   -  SNOWBALL (1980)
 FG0596
 FG0596                         *CURRENT SURVEY CONTROL
 FG0596  ___________________________________________________________________
 FG0596* NAD 83(1986)-  35 53 26.     (N)    092 49 29.     (W)     SCALED    
 FG0596* NAVD 88     -       237.975  (meters)     780.76   (feet)  ADJUSTED  
 FG0596  ___________________________________________________________________
 FG0596  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0596  DYNAMIC HT  -         237.758 (meters)     780.04  (feet)  COMP
 FG0596  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 FG0596
 FG0596  VERT ORDER  -  SECOND    CLASS 0
 FG0596
 FG0596.The horizontal coordinates were scaled from a topographic map and have
 FG0596.an estimated accuracy of +/- 6 seconds.
 FG0596
 FG0596.The orthometric height was determined by differential leveling
 FG0596.and adjusted by the National Geodetic Survey in June 1991..
 FG0596
 FG0596.The geoid height was determined by GEOID03.
 FG0596
 FG0596.The dynamic height is computed by dividing the NAVD 88
 FG0596.geopotential number by the normal gravity value computed on the
 FG0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0596.degrees latitude (g = 980.6199 gals.).
 FG0596
 FG0596.The modeled gravity was interpolated from observed gravity values.
 FG0596
 FG0596;                    North         East    Units  Estimated Accuracy
 FG0596;SPC AR N     -   173,070.      325,540.      MT  (+/- 180 meters Scaled)
 FG0596
 FG0596                          SUPERSEDED SURVEY CONTROL
 FG0596
 FG0596  NGVD 29 (??/??/92)  237.878  (m)          780.44   (f) ADJ UNCH    2 0
 FG0596
 FG0596.Superseded values are not recommended for survey control.
 FG0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0596.See file dsdata.txt to determine how the superseded data were derived.
 FG0596
 FG0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV158718(NAD 83)
 FG0596_MARKER: DB = BENCH MARK DISK
 FG0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0596_STAMPING: L 149 1935
 FG0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0596+STABILITY: SURFACE MOTION
 FG0596
 FG0596  HISTORY     - Date     Condition        Report By
 FG0596  HISTORY     - 1935     MONUMENTED       CGS
 FG0596  HISTORY     - 1935     GOOD             NGS
 FG0596
 FG0596                          STATION DESCRIPTION
 FG0596
 FG0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0596'1.2 MI S FROM SNOWBALL.
 FG0596'1.2 MILES SOUTH ALONG THE BEAR CREEK ROAD FROM THE POST OFFICE AT
 FG0596'SNOWBALL, SEARCY COUNTY, 0.2 MILE WEST OF THE JOE TURNEY FARMHOUSE, AT
 FG0596'THE JUNCTION OF THE WITT SPRINGS ROAD, 65 FEET NORTHEAST OF CALF
 FG0596'CREEK, 51 FEET SOUTH OF THE CENTERLINE OF THE ROAD AT A CURVE, 47 FEET
 FG0596'EAST OF A SOUTHWEST FENCE CORNER, AND 2 FEET NORTH OF A FENCE. A
 FG0596'STANDARD DISK, STAMPED L 149 1935 AND SET IN THE TOP OF A CONCRETE
 FG0596'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1475 ***********************************************************************
 EH1475  DESIGNATION -  L 15 3
 EH1475  PID         -  EH1475
 EH1475  STATE/COUNTY-  AR/MONROE
 EH1475  USGS QUAD   -  TURNER (1967)
 EH1475
 EH1475                         *CURRENT SURVEY CONTROL
 EH1475  ___________________________________________________________________
 EH1475* NAD 83(1986)-  34 23 48.     (N)    091 04 51.     (W)     SCALED    
 EH1475* NAVD 88     -        47.621  (meters)     156.24   (feet)  ADJUSTED  
 EH1475  ___________________________________________________________________
 EH1475  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1475  DYNAMIC HT  -          47.575 (meters)     156.09  (feet)  COMP
 EH1475  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 EH1475
 EH1475  VERT ORDER  -  SECOND    CLASS 0
 EH1475
 EH1475.The horizontal coordinates were scaled from a topographic map and have
 EH1475.an estimated accuracy of +/- 6 seconds.
 EH1475
 EH1475.The orthometric height was determined by differential leveling
 EH1475.and adjusted by the National Geodetic Survey in August 1993..
 EH1475
 EH1475.The geoid height was determined by GEOID03.
 EH1475
 EH1475.The dynamic height is computed by dividing the NAVD 88
 EH1475.geopotential number by the normal gravity value computed on the
 EH1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1475.degrees latitude (g = 980.6199 gals.).
 EH1475
 EH1475.The modeled gravity was interpolated from observed gravity values.
 EH1475
 EH1475;                    North         East    Units  Estimated Accuracy
 EH1475;SPC AR S     -   592,260.      484,510.      MT  (+/- 180 meters Scaled)
 EH1475
 EH1475                          SUPERSEDED SURVEY CONTROL
 EH1475
 EH1475  NAVD 88 (06/15/91)   47.605  (m)          156.18   (f) UNKNOWN     2 0
 EH1475  NGVD 29 (??/??/??)   47.650  (m)          156.33   (f) ADJUSTED    2 0
 EH1475
 EH1475.Superseded values are not recommended for survey control.
 EH1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1475.See file dsdata.txt to determine how the superseded data were derived.
 EH1475
 EH1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU764078(NAD 83)
 EH1475_MARKER: DD = SURVEY DISK
 EH1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1475_STAMPING: L 15 3 B.M.
 EH1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1475+STABILITY: SURFACE MOTION
 EH1475
 EH1475  HISTORY     - Date     Condition        Report By
 EH1475  HISTORY     - UNK      MONUMENTED       DOD
 EH1475  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1475
 EH1475                          STATION DESCRIPTION
 EH1475
 EH1475'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH1475'5.2 MI NE FROM ST CHARLES.
 EH1475'IN MONROE COUNTY, 5.2 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE
 EH1475'CONFEDERATE SOLDIERS MONUMENT AT ST. CHARLES, ARKANSAS COUNTY, AT THE
 EH1475'EAST SIDE OF INDIAN BAY, AT INDIAN BAY FERRY, AT THE EDGE OF A FOREST
 EH1475'SKIRTING THE BAY, AT THE NORTHWEST CORNER OF AN ABANDONED 5-ACRE
 EH1475'CLEARING, 58 YARDS NORTHEAST OF THE EDGE OF WATER, AND 18 FEET NORTH
 EH1475'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 15 3
 EH1475'B.M. AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1467 ***********************************************************************
 EH1467  DESIGNATION -  L 15 70
 EH1467  PID         -  EH1467
 EH1467  STATE/COUNTY-  AR/ARKANSAS
 EH1467  USGS QUAD   -  CROCKETTS BLUFF (1967)
 EH1467
 EH1467                         *CURRENT SURVEY CONTROL
 EH1467  ___________________________________________________________________
 EH1467* NAD 83(1986)-  34 22 40.     (N)    091 07 52.     (W)     SCALED    
 EH1467* NAVD 88     -        60.500  (meters)     198.49   (feet)  ADJUSTED  
 EH1467  ___________________________________________________________________
 EH1467  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH1467  DYNAMIC HT  -          60.441 (meters)     198.30  (feet)  COMP
 EH1467  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 EH1467
 EH1467  VERT ORDER  -  FIRST     CLASS II
 EH1467
 EH1467.The horizontal coordinates were scaled from a topographic map and have
 EH1467.an estimated accuracy of +/- 6 seconds.
 EH1467
 EH1467.The orthometric height was determined by differential leveling
 EH1467.and adjusted by the National Geodetic Survey in August 1993..
 EH1467.WARNING-Repeat measurements at this control monument indicate possible
 EH1467.vertical movement.
 EH1467
 EH1467.The geoid height was determined by GEOID03.
 EH1467
 EH1467.The dynamic height is computed by dividing the NAVD 88
 EH1467.geopotential number by the normal gravity value computed on the
 EH1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1467.degrees latitude (g = 980.6199 gals.).
 EH1467
 EH1467.The modeled gravity was interpolated from observed gravity values.
 EH1467
 EH1467;                    North         East    Units  Estimated Accuracy
 EH1467;SPC AR S     -   590,120.      479,910.      MT  (+/- 180 meters Scaled)
 EH1467
 EH1467                          SUPERSEDED SURVEY CONTROL
 EH1467
 EH1467  NAVD 88 (06/15/91)   60.480  (m)          198.42   (f) UNKNOWN     1 2
 EH1467  NGVD 29 (??/??/??)   60.527  (m)          198.58   (f) ADJUSTED    1 2
 EH1467
 EH1467.Superseded values are not recommended for survey control.
 EH1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1467.See file dsdata.txt to determine how the superseded data were derived.
 EH1467
 EH1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718056(NAD 83)
 EH1467_MARKER: DD = SURVEY DISK
 EH1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1467_STAMPING: L 15 70
 EH1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1467+STABILITY: SURFACE MOTION
 EH1467
 EH1467  HISTORY     - Date     Condition        Report By
 EH1467  HISTORY     - UNK      MONUMENTED       DOD
 EH1467  HISTORY     - 1965     POOR             USGS
 EH1467  HISTORY     - 1976     GOOD             NGS
 EH1467  HISTORY     - 20030407 POOR             USACE
 EH1467
 EH1467                          STATION DESCRIPTION
 EH1467
 EH1467'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH1467'IN ST CHARLES.
 EH1467'AT ST. CHARLES, ARKANSAS COUNTY, AT THE NORTH END OF MAIN STREET, 100
 EH1467'YARDS NORTH OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 1, 0.1 MILE
 EH1467'SOUTH OF THE WHITE RIVER, AND 36 FEET NORTHEAST OF THE CENTER OF A
 EH1467'RIGHT ANGLE CURVE.  A STANDARD DISK, STAMPED L 15 70 AND SET IN THE
 EH1467'TOP OF A CONCRETE POST.  NOTE-- USE WITH CAUTION.
 EH1467
 EH1467                          STATION RECOVERY (1976)
 EH1467
 EH1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1467'RECOVERED IN GOOD CONDITION.
 EH1467
 EH1467                          STATION RECOVERY (2003)
 EH1467
 EH1467'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1467'MARK WAS FOUND LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0624 ***********************************************************************
 FG0624  DESIGNATION -  L 150
 FG0624  PID         -  FG0624
 FG0624  STATE/COUNTY-  AR/SEARCY
 FG0624  USGS QUAD   -  HARRIET (1963)
 FG0624
 FG0624                         *CURRENT SURVEY CONTROL
 FG0624  ___________________________________________________________________
 FG0624* NAD 83(1986)-  35 54 56.     (N)    092 36 38.     (W)     SCALED    
 FG0624* NAVD 88     -       346.555  (meters)    1136.99   (feet)  ADJUSTED  
 FG0624  ___________________________________________________________________
 FG0624  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG0624  DYNAMIC HT  -         346.237 (meters)    1135.95  (feet)  COMP
 FG0624  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 FG0624
 FG0624  VERT ORDER  -  SECOND    CLASS 0
 FG0624
 FG0624.The horizontal coordinates were scaled from a topographic map and have
 FG0624.an estimated accuracy of +/- 6 seconds.
 FG0624
 FG0624.The orthometric height was determined by differential leveling
 FG0624.and adjusted by the National Geodetic Survey in June 1991..
 FG0624
 FG0624.The geoid height was determined by GEOID03.
 FG0624
 FG0624.The dynamic height is computed by dividing the NAVD 88
 FG0624.geopotential number by the normal gravity value computed on the
 FG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0624.degrees latitude (g = 980.6199 gals.).
 FG0624
 FG0624.The modeled gravity was interpolated from observed gravity values.
 FG0624
 FG0624;                    North         East    Units  Estimated Accuracy
 FG0624;SPC AR N     -   175,710.      344,890.      MT  (+/- 180 meters Scaled)
 FG0624
 FG0624                          SUPERSEDED SURVEY CONTROL
 FG0624
 FG0624  NGVD 29 (??/??/92)  346.427  (m)         1136.57   (f) ADJ UNCH    2 0
 FG0624
 FG0624.Superseded values are not recommended for survey control.
 FG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0624.See file dsdata.txt to determine how the superseded data were derived.
 FG0624
 FG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV351746(NAD 83)
 FG0624_MARKER: DB = BENCH MARK DISK
 FG0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0624_STAMPING: L 150 1935
 FG0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0624+STABILITY: SURFACE MOTION
 FG0624
 FG0624  HISTORY     - Date     Condition        Report By
 FG0624  HISTORY     - 1935     MONUMENTED       CGS
 FG0624
 FG0624                          STATION DESCRIPTION
 FG0624
 FG0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0624'1.4 MI SE FROM MARSHALL.
 FG0624'1.4 MILES SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY FROM
 FG0624'THE STATION AT MARSHALL, SEARCY COUNTY, 200 FEET NORHTWEST OF POLE
 FG0624'174, 47 FEET NORTH OF THE  CENTERLINE OF A ROAD CROSSING, 36 FEET
 FG0624'NORTHEAST OF THE CENTERLINE OF THE TRACK, 44 FEET WEST OF THE
 FG0624'SOUTHWEST CORNER OF THE ALPHUS GUY HOLLOWELL FARMHOUSE, 2 FEET
 FG0624'SOUTHEAST OF A SOUTHWEST FENCE CORNER, AND 1 FOOT WEST OF A FENCE.  A
 FG0624'STANDARD DISK, STAMPED L 150 1935 AND SET IN THE TOP OF A CONCRETE
 FG0624'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1231 ***********************************************************************
 EJ1231  DESIGNATION -  L 151
 EJ1231  PID         -  EJ1231
 EJ1231  STATE/COUNTY-  AR/CLARK
 EJ1231  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1231
 EJ1231                         *CURRENT SURVEY CONTROL
 EJ1231  ___________________________________________________________________
 EJ1231* NAD 83(1986)-  34 02 05.     (N)    093 13 19.     (W)     SCALED    
 EJ1231* NAVD 88     -        67.467  (meters)     221.35   (feet)  ADJUSTED  
 EJ1231  ___________________________________________________________________
 EJ1231  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EJ1231  DYNAMIC HT  -          67.399 (meters)     221.12  (feet)  COMP
 EJ1231  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 EJ1231
 EJ1231  VERT ORDER  -  SECOND    CLASS 0
 EJ1231
 EJ1231.The horizontal coordinates were scaled from a topographic map and have
 EJ1231.an estimated accuracy of +/- 6 seconds.
 EJ1231
 EJ1231.The orthometric height was determined by differential leveling
 EJ1231.and adjusted by the National Geodetic Survey in June 1991..
 EJ1231
 EJ1231.The geoid height was determined by GEOID03.
 EJ1231
 EJ1231.The dynamic height is computed by dividing the NAVD 88
 EJ1231.geopotential number by the normal gravity value computed on the
 EJ1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1231.degrees latitude (g = 980.6199 gals.).
 EJ1231
 EJ1231.The modeled gravity was interpolated from observed gravity values.
 EJ1231
 EJ1231;                    North         East    Units  Estimated Accuracy
 EJ1231;SPC AR S     -   552,410.      287,170.      MT  (+/- 180 meters Scaled)
 EJ1231
 EJ1231                          SUPERSEDED SURVEY CONTROL
 EJ1231
 EJ1231  NGVD 29 (??/??/92)   67.473  (m)          221.37   (f) ADJ UNCH    2 0
 EJ1231
 EJ1231.Superseded values are not recommended for survey control.
 EJ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1231.See file dsdata.txt to determine how the superseded data were derived.
 EJ1231
 EJ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT795660(NAD 83)
 EJ1231_MARKER: DB = BENCH MARK DISK
 EJ1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1231_STAMPING: L 151 1935
 EJ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1231+STABILITY: SURFACE MOTION
 EJ1231
 EJ1231  HISTORY     - Date     Condition        Report By
 EJ1231  HISTORY     - 1935     MONUMENTED       CGS
 EJ1231  HISTORY     - 1962     GOOD             NGS
 EJ1231  HISTORY     - 1964     GOOD             NGS
 EJ1231  HISTORY     - 20050201 MARK NOT FOUND   ARHD
 EJ1231
 EJ1231                          STATION DESCRIPTION
 EJ1231
 EJ1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1231'9.6 MI NW FROM GURDON.
 EJ1231'LOCATED 0.9 MILE NORTH ALONG U.S. HIGHWAY 67 FROM GURDON, THENCE 8.7
 EJ1231'MILES WEST ALONG STATE HIGHWAY 53 TO THE MARK ON THE RIGHT, 1.2 MILES
 EJ1231'SOUTHEAST ALONG STATE HIGHWAY 53 FROM ITS JUNCTION WITH STATE HIGHWAY
 EJ1231'51, ON PROPERTY OWNED BY MR. J.T.  WHITE, AND ABOUT 300 FEET NORTH OF
 EJ1231'A CROSSROAD.  IT IS 79 FEET EAST OF THE CENTER OF THE ROAD, 71 FEET
 EJ1231'NORTH OF THE NORTHWEST CORNER OF A WHITE HOUSE, 4 FEET WEST OF THE
 EJ1231'PROJECTED PLANE OF THE FRONT PORCH OF THE HOUSE, 29 FEET
 EJ1231'SOUTH-SOUTHWEST OF A 3-FOOT SWEET GUM TREE, 38 FEET NORTHWEST OF THE
 EJ1231'NORTHWEST CORNER OF A GARAGE, 15 FEET NORTH OF A WIRE FENCE AND, 1
 EJ1231'FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED L
 EJ1231'151 1935, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 1
 EJ1231'INCH.
 EJ1231
 EJ1231                          STATION RECOVERY (1964)
 EJ1231
 EJ1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1231'RECOVERED IN GOOD CONDITION.
 EJ1231
 EJ1231                          STATION RECOVERY (2005)
 EJ1231
 EJ1231'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 EJ1231'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0806 ***********************************************************************
 FG0806  DESIGNATION -  L 156
 FG0806  PID         -  FG0806
 FG0806  STATE/COUNTY-  AR/NEWTON
 FG0806  USGS QUAD   -  BOXLEY (1975)
 FG0806
 FG0806                         *CURRENT SURVEY CONTROL
 FG0806  ___________________________________________________________________
 FG0806* NAD 83(1986)-  35 53 22.     (N)    093 22 51.     (W)     SCALED    
 FG0806* NAVD 88     -       689.174  (meters)    2261.07   (feet)  ADJUSTED  
 FG0806  ___________________________________________________________________
 FG0806  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0806  DYNAMIC HT  -         688.506 (meters)    2258.87  (feet)  COMP
 FG0806  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 FG0806
 FG0806  VERT ORDER  -  SECOND    CLASS 0
 FG0806
 FG0806.The horizontal coordinates were scaled from a topographic map and have
 FG0806.an estimated accuracy of +/- 6 seconds.
 FG0806
 FG0806.The orthometric height was determined by differential leveling
 FG0806.and adjusted by the National Geodetic Survey in June 1991..
 FG0806
 FG0806.The geoid height was determined by GEOID03.
 FG0806
 FG0806.The dynamic height is computed by dividing the NAVD 88
 FG0806.geopotential number by the normal gravity value computed on the
 FG0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0806.degrees latitude (g = 980.6199 gals.).
 FG0806
 FG0806.The modeled gravity was interpolated from observed gravity values.
 FG0806
 FG0806;                    North         East    Units  Estimated Accuracy
 FG0806;SPC AR N     -   173,510.      275,340.      MT  (+/- 180 meters Scaled)
 FG0806
 FG0806                          SUPERSEDED SURVEY CONTROL
 FG0806
 FG0806  NGVD 29 (??/??/92)  689.081  (m)         2260.76   (f) ADJ UNCH    2 0
 FG0806
 FG0806.Superseded values are not recommended for survey control.
 FG0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0806.See file dsdata.txt to determine how the superseded data were derived.
 FG0806
 FG0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV656717(NAD 83)
 FG0806_MARKER: DB = BENCH MARK DISK
 FG0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0806_STAMPING: L 156 1935
 FG0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0806+STABILITY: SURFACE MOTION
 FG0806
 FG0806  HISTORY     - Date     Condition        Report By
 FG0806  HISTORY     - 1935     MONUMENTED       CGS
 FG0806
 FG0806                          STATION DESCRIPTION
 FG0806
 FG0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0806'1.4 MI W FROM SWAIN.
 FG0806'1.4 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL AT SWAIN, NEWTON
 FG0806'COUNTY, 3.7 MILES NORTH ALONG STATE HIGHWAY 21, ON A RIDGE, IN A GROVE
 FG0806'OF SMALL HICKORY TREES, 200 FEET SOUTH OF A WAGON ROAD LEADING EAST,
 FG0806'150 FEET EAST OF A SLOPE INTO A VALLEY, 51 FEET WEST OF THE CENTERLINE
 FG0806'OF THE HIGHWAY, 42 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 FG0806'WAGON ROAD LEADING NORTHWEST, AND 34 FEET SOUTHWEST OF A 14-INCH OAK
 FG0806'TREE.  A STANDARD DISK, STAMPED L 156 1935 AND SET IN THE TOP OF A
 FG0806'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0557 ***********************************************************************
 GF0557  DESIGNATION -  L 157
 GF0557  PID         -  GF0557
 GF0557  STATE/COUNTY-  AR/CARROLL
 GF0557  USGS QUAD   -  BERRYVILLE (1972)
 GF0557
 GF0557                         *CURRENT SURVEY CONTROL
 GF0557  ___________________________________________________________________
 GF0557* NAD 83(1986)-  36 16 33.     (N)    093 37 17.     (W)     SCALED    
 GF0557* NAVD 88     -       427.060  (meters)    1401.11   (feet)  ADJUSTED  
 GF0557  ___________________________________________________________________
 GF0557  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GF0557  DYNAMIC HT  -         426.674 (meters)    1399.85  (feet)  COMP
 GF0557  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 GF0557
 GF0557  VERT ORDER  -  SECOND    CLASS 0
 GF0557
 GF0557.The horizontal coordinates were scaled from a topographic map and have
 GF0557.an estimated accuracy of +/- 6 seconds.
 GF0557
 GF0557.The orthometric height was determined by differential leveling
 GF0557.and adjusted by the National Geodetic Survey in June 1991..
 GF0557
 GF0557.The geoid height was determined by GEOID03.
 GF0557
 GF0557.The dynamic height is computed by dividing the NAVD 88
 GF0557.geopotential number by the normal gravity value computed on the
 GF0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0557.degrees latitude (g = 980.6199 gals.).
 GF0557
 GF0557.The modeled gravity was interpolated from observed gravity values.
 GF0557
 GF0557;                    North         East    Units  Estimated Accuracy
 GF0557;SPC AR N     -   216,710.      254,330.      MT  (+/- 180 meters Scaled)
 GF0557
 GF0557                          SUPERSEDED SURVEY CONTROL
 GF0557
 GF0557  NGVD 29 (??/??/92)  426.921  (m)         1400.66   (f) ADJ UNCH    2 0
 GF0557
 GF0557.Superseded values are not recommended for survey control.
 GF0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0557.See file dsdata.txt to determine how the superseded data were derived.
 GF0557
 GF0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA441147(NAD 83)
 GF0557_MARKER: DB = BENCH MARK DISK
 GF0557_SETTING: 80 = SET IN A BOULDER
 GF0557_SP_SET: BOULDER
 GF0557_STAMPING: L 157 1935
 GF0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0557+STABILITY: SURFACE MOTION
 GF0557
 GF0557  HISTORY     - Date     Condition        Report By
 GF0557  HISTORY     - 1935     MONUMENTED       CGS
 GF0557
 GF0557                          STATION DESCRIPTION
 GF0557
 GF0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0557'4.1 MI E FROM ROCKHOUSE.
 GF0557'IN CARROLL COUNTY, 4.1 MILES EAST ALONG THE CABANAL ROAD FROM
 GF0557'THE POST OFFICE AT ROCKHOUSE, MADISON COUNTY, 35 FEET SOUTH OF
 GF0557'A SUDDEN DROP INTO A VALLEY, 13 FEET NORTH OF THE CENTERLINE
 GF0557'OF THE ROAD, 12 FEET SOUTHEAST OF A 12-INCH OAK TREE, AND IN
 GF0557'THE TOP OF A 6 X 12-FOOT SANDSTONE BOULDER.  A STANDARD DISK,
 GF0557'STAMPED L 157 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0387 ***********************************************************************
 GF0387  DESIGNATION -  L 159 RESET
 GF0387  PID         -  GF0387
 GF0387  STATE/COUNTY-  AR/BOONE
 GF0387  USGS QUAD   -  GAITHER (1967)
 GF0387
 GF0387                         *CURRENT SURVEY CONTROL
 GF0387  ___________________________________________________________________
 GF0387* NAD 83(1986)-  36 11 22.     (N)    093 11 46.     (W)     SCALED    
 GF0387* NAVD 88     -       489.01   (meters)    1604.4    (feet)  RESET     
 GF0387  ___________________________________________________________________
 GF0387  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GF0387
 GF0387  VERT ORDER  -  THIRD
 GF0387
 GF0387.The horizontal coordinates were scaled from a topographic map and have
 GF0387.an estimated accuracy of +/- 6 seconds.
 GF0387
 GF0387.The orthometric height was computed from unverified reset data.
 GF0387
 GF0387.The geoid height was determined by GEOID03.
 GF0387
 GF0387;                    North         East    Units  Estimated Accuracy
 GF0387;SPC AR N     -   206,580.      292,420.      MT  (+/- 180 meters Scaled)
 GF0387
 GF0387                          SUPERSEDED SURVEY CONTROL
 GF0387
 GF0387.No superseded survey control is available for this station.
 GF0387
 GF0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA823049(NAD 83)
 GF0387_MARKER: DB = BENCH MARK DISK
 GF0387_SETTING: 66 = SET IN ROCK OUTCROP
 GF0387_SP_SET: ROCK OUTCROP
 GF0387_STAMPING: L 159 RESET 1959
 GF0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0387+STABILITY: POSITION/ELEVATION WELL
 GF0387
 GF0387  HISTORY     - Date     Condition        Report By
 GF0387  HISTORY     - 1959     MONUMENTED       CGS
 GF0387
 GF0387                          STATION DESCRIPTION
 GF0387
 GF0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GF0387'7.1 MI SW FROM HARRISON.
 GF0387'THE MARK IS LOCATED 1.05 MILE SOUTHWEST ALONG STATE HIGHWAY 7
 GF0387'FROM THE COURTHOUSE AT HARRISON, THENCE TAKE RIGHT FORK AND GO
 GF0387'SOUTHWEST ON STATE HIGHWAY 43 FOR 5.25 MILES TO A FORK, TAKE
 GF0387'RIGHT FORK AND GO SOUTHWEST ON STATE HIGHWAY 43 FOR 0.8 MILE TO
 GF0387'THE MARK ON THE LEFT AT THE FOOT OF THE MOUNTAIN.  IT IS 59 FEET
 GF0387'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 17.3 FEET EAST OF A
 GF0387'12-INCH WHITE OAK TREE IN THE FENCE LINE, 10 FEET SOUTHEAST
 GF0387'OF A 6-INCH ELM TREE AND 8.7 FEET SOUTHWEST OF A METAL WITNESS
 GF0387'POST BEARING A WHITE SIGN, AND SET IN A DRILL HOLE IN AN OUTCROP
 GF0387'12 FEET LONG, SLOPING TOWARD THE ROAD AND PROJECTING 6 FEET
 GF0387'ON THE SOUTH.  THE DISK IS SET IN THE SOUTHEAST CORNER OF
 GF0387'THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1198 ***********************************************************************
 FF1198  DESIGNATION -  L 16
 FF1198  PID         -  FF1198
 FF1198  STATE/COUNTY-  AR/JACKSON
 FF1198  USGS QUAD   -  TUPELO (1980)
 FF1198
 FF1198                         *CURRENT SURVEY CONTROL
 FF1198  ___________________________________________________________________
 FF1198* NAD 83(1986)-  35 29 03.     (N)    091 09 39.     (W)     SCALED    
 FF1198* NAVD 88     -        67.575  (meters)     221.70   (feet)  ADJUSTED  
 FF1198  ___________________________________________________________________
 FF1198  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF1198  DYNAMIC HT  -          67.515 (meters)     221.51  (feet)  COMP
 FF1198  MODELED GRAV-     979,759.1   (mgal)                       NAVD 88
 FF1198
 FF1198  VERT ORDER  -  SECOND    CLASS 0
 FF1198
 FF1198.The horizontal coordinates were scaled from a topographic map and have
 FF1198.an estimated accuracy of +/- 6 seconds.
 FF1198
 FF1198.The orthometric height was determined by differential leveling
 FF1198.and adjusted by the National Geodetic Survey in June 1991..
 FF1198
 FF1198.The geoid height was determined by GEOID03.
 FF1198
 FF1198.The dynamic height is computed by dividing the NAVD 88
 FF1198.geopotential number by the normal gravity value computed on the
 FF1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1198.degrees latitude (g = 980.6199 gals.).
 FF1198
 FF1198.The modeled gravity was interpolated from observed gravity values.
 FF1198
 FF1198;                    North         East    Units  Estimated Accuracy
 FF1198;SPC AR N     -   128,000.      476,150.      MT  (+/- 180 meters Scaled)
 FF1198
 FF1198                          SUPERSEDED SURVEY CONTROL
 FF1198
 FF1198  NGVD 29 (??/??/??)   67.516  (m)          221.51   (f) ADJUSTED    2 0
 FF1198
 FF1198.Superseded values are not recommended for survey control.
 FF1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1198.See file dsdata.txt to determine how the superseded data were derived.
 FF1198
 FF1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV668282(NAD 83)
 FF1198_MARKER: DB = BENCH MARK DISK
 FF1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1198_STAMPING: 221.496 L 16 1932
 FF1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1198+STABILITY: SURFACE MOTION
 FF1198
 FF1198  HISTORY     - Date     Condition        Report By
 FF1198  HISTORY     - 1932     MONUMENTED       CGS
 FF1198  HISTORY     - 1952     POOR             CGS
 FF1198  HISTORY     - 1975     POOR             USGS
 FF1198  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1198
 FF1198                          STATION DESCRIPTION
 FF1198
 FF1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FF1198'3 MI N FROM BEEDEVILLE.
 FF1198'3 MILES NORTH ALONG STATE HIGHWAY 37 FROM BEEDEVILLE, JACKSON
 FF1198'COUNTY, THENCE ABOUT 3 MILES NORTHWEST ALONG STATE HIGHWAY 145,
 FF1198'ON THE PROPERTY OF P.W. BLACK IN 1932, 194 FEET WEST OF THE
 FF1198'CENTERLINE OF THE HIGHWAY, 21 FEET NORTH OF THE CENTERLINE OF A
 FF1198'PRIVATE ROAD, AND 6 FEET NORTH AND 1 FOOT EAST OF THE SOUTHWEST
 FF1198'CORNER OF A GIN LOT.  A STANDARD DISK, STAMPED 221.496 L 16 1932
 FF1198'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK HAS BEEN
 FF1198'DUG UP AND RESET.  USE WITH CAUTION.
 FF1198
 FF1198                          STATION RECOVERY (1975)
 FF1198
 FF1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF1198'MARK RECOVERED IN POOR CONDITION.
 FF1198
 FF1198                          STATION RECOVERY (2003)
 FF1198
 FF1198'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1063 ***********************************************************************
 EJ1063  DESIGNATION -  L 161
 EJ1063  PID         -  EJ1063
 EJ1063  STATE/COUNTY-  AR/GARLAND
 EJ1063  USGS QUAD   -  MOUNTAIN PINE (1975)
 EJ1063
 EJ1063                         *CURRENT SURVEY CONTROL
 EJ1063  ___________________________________________________________________
 EJ1063* NAD 83(1986)-  34 34 46.     (N)    093 12 02.     (W)     SCALED    
 EJ1063* NAVD 88     -       127.044  (meters)     416.81   (feet)  ADJUSTED  
 EJ1063  ___________________________________________________________________
 EJ1063  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EJ1063  DYNAMIC HT  -         126.918 (meters)     416.40  (feet)  COMP
 EJ1063  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 EJ1063
 EJ1063  VERT ORDER  -  SECOND    CLASS 0
 EJ1063
 EJ1063.The horizontal coordinates were scaled from a topographic map and have
 EJ1063.an estimated accuracy of +/- 6 seconds.
 EJ1063
 EJ1063.The orthometric height was determined by differential leveling
 EJ1063.and adjusted by the National Geodetic Survey in June 1991..
 EJ1063
 EJ1063.The geoid height was determined by GEOID03.
 EJ1063
 EJ1063.The dynamic height is computed by dividing the NAVD 88
 EJ1063.geopotential number by the normal gravity value computed on the
 EJ1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1063.degrees latitude (g = 980.6199 gals.).
 EJ1063
 EJ1063.The modeled gravity was interpolated from observed gravity values.
 EJ1063
 EJ1063;                    North         East    Units  Estimated Accuracy
 EJ1063;SPC AR S     -   612,800.      289,850.      MT  (+/- 180 meters Scaled)
 EJ1063
 EJ1063                          SUPERSEDED SURVEY CONTROL
 EJ1063
 EJ1063  NGVD 29 (??/??/92)  127.028  (m)          416.76   (f) ADJ UNCH    2 0
 EJ1063
 EJ1063.Superseded values are not recommended for survey control.
 EJ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1063.See file dsdata.txt to determine how the superseded data were derived.
 EJ1063
 EJ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU816264(NAD 83)
 EJ1063_MARKER: DB = BENCH MARK DISK
 EJ1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1063_STAMPING: L 161 1935
 EJ1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1063+STABILITY: SURFACE MOTION
 EJ1063
 EJ1063  HISTORY     - Date     Condition        Report By
 EJ1063  HISTORY     - 1935     MONUMENTED       CGS
 EJ1063  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1063
 EJ1063                          STATION DESCRIPTION
 EJ1063
 EJ1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1063'2.0 MI NW FROM MOUNTAIN PINE.
 EJ1063'2.0 MILES NORTHWEST ALONG THE CEDAR GLADES-HOT SPRINGS ROAD FROM
 EJ1063'MOUNTAIN PINE, GARLAND COUNTY, 0.4 MILE SOUTHEAST OF A CONCRETE BRIDGE
 EJ1063'OVER A SMALL BRANCH, 150 FEET NORTHWEST OF A WOODEN BRIDGE OVER A
 EJ1063'SMALL CREEK, 32.3 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 28.2
 EJ1063'FEET NORTHWEST OF THE NORTH CORNER OF A ONE-ROOM HOUSE, AND 5.4 FEET
 EJ1063'NORTHEAST OF A 30-INCH WALNUT TREE.  A STANDARD DISK, STAMPED L 161
 EJ1063'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1063
 EJ1063                          STATION RECOVERY (1998)
 EJ1063
 EJ1063'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1077 ***********************************************************************
 EJ1077  DESIGNATION -  L 162
 EJ1077  PID         -  EJ1077
 EJ1077  STATE/COUNTY-  AR/GARLAND
 EJ1077  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1077
 EJ1077                         *CURRENT SURVEY CONTROL
 EJ1077  ___________________________________________________________________
 EJ1077* NAD 83(1986)-  34 37 06.     (N)    093 20 19.     (W)     SCALED    
 EJ1077* NAVD 88     -       189.210  (meters)     620.77   (feet)  ADJUSTED  
 EJ1077  ___________________________________________________________________
 EJ1077  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EJ1077  DYNAMIC HT  -         189.022 (meters)     620.15  (feet)  COMP
 EJ1077  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 EJ1077
 EJ1077  VERT ORDER  -  SECOND    CLASS 0
 EJ1077
 EJ1077.The horizontal coordinates were scaled from a topographic map and have
 EJ1077.an estimated accuracy of +/- 6 seconds.
 EJ1077
 EJ1077.The orthometric height was determined by differential leveling
 EJ1077.and adjusted by the National Geodetic Survey in June 1991..
 EJ1077
 EJ1077.The geoid height was determined by GEOID03.
 EJ1077
 EJ1077.The dynamic height is computed by dividing the NAVD 88
 EJ1077.geopotential number by the normal gravity value computed on the
 EJ1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1077.degrees latitude (g = 980.6199 gals.).
 EJ1077
 EJ1077.The modeled gravity was interpolated from observed gravity values.
 EJ1077
 EJ1077;                    North         East    Units  Estimated Accuracy
 EJ1077;SPC AR S     -   617,270.      277,240.      MT  (+/- 180 meters Scaled)
 EJ1077
 EJ1077                          SUPERSEDED SURVEY CONTROL
 EJ1077
 EJ1077  NGVD 29 (??/??/92)  189.175  (m)          620.65   (f) ADJ UNCH    2 0
 EJ1077
 EJ1077.Superseded values are not recommended for survey control.
 EJ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1077.See file dsdata.txt to determine how the superseded data were derived.
 EJ1077
 EJ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU689307(NAD 83)
 EJ1077_MARKER: DB = BENCH MARK DISK
 EJ1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1077_STAMPING: L 162 1935
 EJ1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1077+STABILITY: SURFACE MOTION
 EJ1077
 EJ1077  HISTORY     - Date     Condition        Report By
 EJ1077  HISTORY     - 1935     MONUMENTED       CGS
 EJ1077
 EJ1077                          STATION DESCRIPTION
 EJ1077
 EJ1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1077'0.6 MI N FROM BUCKVILLE.
 EJ1077'0.6 MILE NORTH ALONG THE MOUNT TABOR ROAD FROM THE H.L. SHAW STORE AT
 EJ1077'BUCKVILLE, GARLAND COUNTY, 0.3 MILE SOUTHWEST OF A RAILROAD CROSSING,
 EJ1077'150 FEET SOUTHWEST OF THE SOUTH CORNER OF AN ORCHARD, 125 FEET
 EJ1077'SOUTHWEST OF THE SUMMIT OF A HILL, 19.3 FEET NORTHWEST OF THE CENTER
 EJ1077'LINE OF THE ROAD, 26.4 FEET SOUTHWEST OF A 12-INCH CEDAR TREE, AND 4.4
 EJ1077'FEET NORTHWEST OF AN EAST FENCE CORNER.  A STANDARD DISK, STAMPED L
 EJ1077'162 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1369 ***********************************************************************
 FF1369  DESIGNATION -  L 164
 FF1369  PID         -  FF1369
 FF1369  STATE/COUNTY-  AR/WHITE
 FF1369  USGS QUAD   -  KENSETT (1994)
 FF1369
 FF1369                         *CURRENT SURVEY CONTROL
 FF1369  ___________________________________________________________________
 FF1369* NAD 83(1986)-  35 13 45.     (N)    091 43 20.     (W)     SCALED    
 FF1369* NAVD 88     -        71.765  (meters)     235.45   (feet)  ADJUSTED  
 FF1369  ___________________________________________________________________
 FF1369  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1369  DYNAMIC HT  -          71.700 (meters)     235.24  (feet)  COMP
 FF1369  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 FF1369
 FF1369  VERT ORDER  -  FIRST     CLASS II
 FF1369
 FF1369.The horizontal coordinates were scaled from a topographic map and have
 FF1369.an estimated accuracy of +/- 6 seconds.
 FF1369
 FF1369.The orthometric height was determined by differential leveling
 FF1369.and adjusted by the National Geodetic Survey in June 1991..
 FF1369
 FF1369.The geoid height was determined by GEOID03.
 FF1369
 FF1369.The dynamic height is computed by dividing the NAVD 88
 FF1369.geopotential number by the normal gravity value computed on the
 FF1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1369.degrees latitude (g = 980.6199 gals.).
 FF1369
 FF1369.The modeled gravity was interpolated from observed gravity values.
 FF1369
 FF1369;                    North         East    Units  Estimated Accuracy
 FF1369;SPC AR N     -    99,420.      425,290.      MT  (+/- 180 meters Scaled)
 FF1369
 FF1369                          SUPERSEDED SURVEY CONTROL
 FF1369
 FF1369  NGVD 29 (??/??/??)   71.722  (m)          235.31   (f) ADJUSTED    1 2
 FF1369
 FF1369.Superseded values are not recommended for survey control.
 FF1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1369.See file dsdata.txt to determine how the superseded data were derived.
 FF1369
 FF1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU162992(NAD 83)
 FF1369_MARKER: DB = BENCH MARK DISK
 FF1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1369_STAMPING: L 164 1955
 FF1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1369+STABILITY: SURFACE MOTION
 FF1369
 FF1369  HISTORY     - Date     Condition        Report By
 FF1369  HISTORY     - 1955     MONUMENTED       CGS
 FF1369  HISTORY     - 1964     MARK NOT FOUND   CGS
 FF1369
 FF1369                          STATION DESCRIPTION
 FF1369
 FF1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1369'1.8 MI SE FROM SEARCY.
 FF1369'1.85 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1369'RAILROAD FROM THE STATION AT SEARCY, 19 RAILS SOUTH OF TRESTLE
 FF1369'35.9, 37.5 FEET EAST OF THE EAST RAIL, 3.4 FEET WEST OF A FENCE,
 FF1369'2 FEET SOUTH OF A WITNESS POST, 1.0 MILE NORTHWEST OF BENCH
 FF1369'MARK K 164, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FF1369'0.7 FOOT ABOVE THE GROUND.  NOTE--RAILROAD HAS BEEN MOVED.
 FF1369
 FF1369                          STATION RECOVERY (1964)
 FF1369
 FF1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FF1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1626 ***********************************************************************
 FF1626  DESIGNATION -  L 165
 FF1626  PID         -  FF1626
 FF1626  STATE/COUNTY-  AR/INDEPENDENCE
 FF1626  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1626
 FF1626                         *CURRENT SURVEY CONTROL
 FF1626  ___________________________________________________________________
 FF1626* NAD 83(1986)-  35 49 58.     (N)    091 35 20.     (W)     SCALED    
 FF1626* NAVD 88     -       129.457  (meters)     424.73   (feet)  ADJUSTED  
 FF1626  ___________________________________________________________________
 FF1626  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF1626  DYNAMIC HT  -         129.345 (meters)     424.36  (feet)  COMP
 FF1626  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 FF1626
 FF1626  VERT ORDER  -  SECOND    CLASS 0
 FF1626
 FF1626.The horizontal coordinates were scaled from a topographic map and have
 FF1626.an estimated accuracy of +/- 6 seconds.
 FF1626
 FF1626.The orthometric height was determined by differential leveling
 FF1626.and adjusted by the National Geodetic Survey in June 1991..
 FF1626
 FF1626.The geoid height was determined by GEOID03.
 FF1626
 FF1626.The dynamic height is computed by dividing the NAVD 88
 FF1626.geopotential number by the normal gravity value computed on the
 FF1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1626.degrees latitude (g = 980.6199 gals.).
 FF1626
 FF1626.The modeled gravity was interpolated from observed gravity values.
 FF1626
 FF1626;                    North         East    Units  Estimated Accuracy
 FF1626;SPC AR N     -   166,430.      437,140.      MT  (+/- 180 meters Scaled)
 FF1626
 FF1626                          SUPERSEDED SURVEY CONTROL
 FF1626
 FF1626  NGVD 29 (??/??/??)  129.387  (m)          424.50   (f) ADJUSTED    2 0
 FF1626
 FF1626.Superseded values are not recommended for survey control.
 FF1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1626.See file dsdata.txt to determine how the superseded data were derived.
 FF1626
 FF1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV274663(NAD 83)
 FF1626_MARKER: DB = BENCH MARK DISK
 FF1626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1626_SP_SET: CULVERT
 FF1626_STAMPING: L 165 1955
 FF1626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1626
 FF1626  HISTORY     - Date     Condition        Report By
 FF1626  HISTORY     - 1955     MONUMENTED       CGS
 FF1626
 FF1626                          STATION DESCRIPTION
 FF1626
 FF1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1626'6.2 MI NE FROM BATESVILLE.
 FF1626'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1626'AT BATESVILLE, THENCE 5.4 MILES NORTHEAST ALONG STATE HIGHWAY 11,
 FF1626'24 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 FF1626'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CONCRETE
 FF1626'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0613 ***********************************************************************
 GE0613  DESIGNATION -  L 166
 GE0613  PID         -  GE0613
 GE0613  STATE/COUNTY-  AR/SHARP
 GE0613  USGS QUAD   -  STUART (1981)
 GE0613
 GE0613                         *CURRENT SURVEY CONTROL
 GE0613  ___________________________________________________________________
 GE0613* NAD 83(1986)-  36 15 27.     (N)    091 33 53.     (W)     SCALED    
 GE0613* NAVD 88     -       194.772  (meters)     639.01   (feet)  ADJUSTED  
 GE0613  ___________________________________________________________________
 GE0613  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0613  DYNAMIC HT  -         194.607 (meters)     638.47  (feet)  COMP
 GE0613  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GE0613
 GE0613  VERT ORDER  -  SECOND    CLASS 0
 GE0613
 GE0613.The horizontal coordinates were scaled from a topographic map and have
 GE0613.an estimated accuracy of +/- 6 seconds.
 GE0613
 GE0613.The orthometric height was determined by differential leveling
 GE0613.and adjusted by the National Geodetic Survey in June 1991..
 GE0613
 GE0613.The geoid height was determined by GEOID03.
 GE0613
 GE0613.The dynamic height is computed by dividing the NAVD 88
 GE0613.geopotential number by the normal gravity value computed on the
 GE0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0613.degrees latitude (g = 980.6199 gals.).
 GE0613
 GE0613.The modeled gravity was interpolated from observed gravity values.
 GE0613
 GE0613;                    North         East    Units  Estimated Accuracy
 GE0613;SPC AR N     -   213,560.      439,120.      MT  (+/- 180 meters Scaled)
 GE0613
 GE0613                          SUPERSEDED SURVEY CONTROL
 GE0613
 GE0613  NGVD 29 (??/??/92)  194.666  (m)          638.67   (f) ADJ UNCH    2 0
 GE0613
 GE0613.Superseded values are not recommended for survey control.
 GE0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0613.See file dsdata.txt to determine how the superseded data were derived.
 GE0613
 GE0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA289134(NAD 83)
 GE0613_MARKER: DB = BENCH MARK DISK
 GE0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0613_SP_SET: CULVERT
 GE0613_STAMPING: L 166 1955
 GE0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0613
 GE0613  HISTORY     - Date     Condition        Report By
 GE0613  HISTORY     - 1955     MONUMENTED       CGS
 GE0613  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0613
 GE0613                          STATION DESCRIPTION
 GE0613
 GE0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0613'3.6 MI NE FROM ASH FLAT.
 GE0613'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL
 GE0613'AT ASH FLAT, THENCE 2.7 MILES NORTHEAST ALONG NEW U.S. HIGHWAY
 GE0613'62, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 GE0613'TOP OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CUVLERT.
 GE0613
 GE0613                          STATION RECOVERY (2003)
 GE0613
 GE0613'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0590 ***********************************************************************
 GE0590  DESIGNATION -  L 167
 GE0590  PID         -  GE0590
 GE0590  STATE/COUNTY-  AR/FULTON
 GE0590  USGS QUAD   -  AGNOS (1981)
 GE0590
 GE0590                         *CURRENT SURVEY CONTROL
 GE0590  ___________________________________________________________________
 GE0590* NAD 83(1986)-  36 16 28.     (N)    091 41 13.     (W)     SCALED    
 GE0590* NAVD 88     -       234.987  (meters)     770.95   (feet)  ADJUSTED  
 GE0590  ___________________________________________________________________
 GE0590  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GE0590  DYNAMIC HT  -         234.789 (meters)     770.30  (feet)  COMP
 GE0590  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 GE0590
 GE0590  VERT ORDER  -  SECOND    CLASS 0
 GE0590
 GE0590.The horizontal coordinates were scaled from a topographic map and have
 GE0590.an estimated accuracy of +/- 6 seconds.
 GE0590
 GE0590.The orthometric height was determined by differential leveling
 GE0590.and adjusted by the National Geodetic Survey in June 1991..
 GE0590
 GE0590.The geoid height was determined by GEOID03.
 GE0590
 GE0590.The dynamic height is computed by dividing the NAVD 88
 GE0590.geopotential number by the normal gravity value computed on the
 GE0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0590.degrees latitude (g = 980.6199 gals.).
 GE0590
 GE0590.The modeled gravity was interpolated from observed gravity values.
 GE0590
 GE0590;                    North         East    Units  Estimated Accuracy
 GE0590;SPC AR N     -   215,400.      428,130.      MT  (+/- 180 meters Scaled)
 GE0590
 GE0590                          SUPERSEDED SURVEY CONTROL
 GE0590
 GE0590  NGVD 29 (??/??/92)  234.874  (m)          770.58   (f) ADJ UNCH    2 0
 GE0590
 GE0590.Superseded values are not recommended for survey control.
 GE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0590.See file dsdata.txt to determine how the superseded data were derived.
 GE0590
 GE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA179151(NAD 83)
 GE0590_MARKER: DB = BENCH MARK DISK
 GE0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0590_STAMPING: L 167 1955
 GE0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0590+STABILITY: SURFACE MOTION
 GE0590
 GE0590  HISTORY     - Date     Condition        Report By
 GE0590  HISTORY     - 1955     MONUMENTED       CGS
 GE0590
 GE0590                          STATION DESCRIPTION
 GE0590
 GE0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0590'6.9 MI NW FROM ASH FLAT.
 GE0590'IN FULTON COUNTY, 6.9 MILES NORTHWEST OF ASH FLAT, SHARP COUNTY.
 GE0590'THIS BENCH MARK MAY BE REACHED FROM THE HIGH SCHOOL BY GOING
 GE0590'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11, THENCE 6.0 MILES
 GE0590'NORTHWEST ALONG U.S. HIGHWAY 62.  IT IS 116 YARDS WEST OF THE
 GE0590'SOUTHWEST CORNER OF LOONEYS STORE, 58 FEET SOUTHWEST OF THE
 GE0590'CENTER LINE OF THE HIGHWAY, 16 FEET NORTHWEST OF A POWER POLE,
 GE0590'2 FEET NORTHEAST OF A FENCE, AND 2.7 FEET NORTHWEST OF A WHITE
 GE0590'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 167 1955 AND
 GE0590'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1199 ***********************************************************************
 EH1199  DESIGNATION -  L 168
 EH1199  PID         -  EH1199
 EH1199  STATE/COUNTY-  AR/MONROE
 EH1199  USGS QUAD   -  ROE (1968)
 EH1199
 EH1199                         *CURRENT SURVEY CONTROL
 EH1199  ___________________________________________________________________
 EH1199* NAD 83(1986)-  34 39 05.     (N)    091 23 40.     (W)     SCALED    
 EH1199* NAVD 88     -        65.034  (meters)     213.37   (feet)  ADJUSTED  
 EH1199  ___________________________________________________________________
 EH1199  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH1199  DYNAMIC HT  -          64.972 (meters)     213.16  (feet)  COMP
 EH1199  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 EH1199
 EH1199  VERT ORDER  -  FIRST     CLASS II
 EH1199
 EH1199.The horizontal coordinates were scaled from a topographic map and have
 EH1199.an estimated accuracy of +/- 6 seconds.
 EH1199
 EH1199.The orthometric height was determined by differential leveling
 EH1199.and adjusted by the National Geodetic Survey in June 1991..
 EH1199
 EH1199.The geoid height was determined by GEOID03.
 EH1199
 EH1199.The dynamic height is computed by dividing the NAVD 88
 EH1199.geopotential number by the normal gravity value computed on the
 EH1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1199.degrees latitude (g = 980.6199 gals.).
 EH1199
 EH1199.The modeled gravity was interpolated from observed gravity values.
 EH1199
 EH1199;                    North         East    Units  Estimated Accuracy
 EH1199;SPC AR S     -   620,300.      455,510.      MT  (+/- 180 meters Scaled)
 EH1199
 EH1199                          SUPERSEDED SURVEY CONTROL
 EH1199
 EH1199  NGVD 29 (??/??/??)   65.058  (m)          213.44   (f) ADJUSTED    1 2
 EH1199
 EH1199.Superseded values are not recommended for survey control.
 EH1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1199.See file dsdata.txt to determine how the superseded data were derived.
 EH1199
 EH1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU471355(NAD 83)
 EH1199_MARKER: DB = BENCH MARK DISK
 EH1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1199_STAMPING: L 168 1955
 EH1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1199+STABILITY: SURFACE MOTION
 EH1199
 EH1199  HISTORY     - Date     Condition        Report By
 EH1199  HISTORY     - 1955     MONUMENTED       CGS
 EH1199  HISTORY     - 20030422 MARK NOT FOUND   USACE
 EH1199
 EH1199                          STATION DESCRIPTION
 EH1199
 EH1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1199'2.05 MI N FROM ROE.
 EH1199'ABOUT 1.5 MILES NORTHEAST AND NORTH ALONG U.S. HIGHWAY 79 FROM THE
 EH1199'MAIN CROSSROADS AT ROE, THENCE ABOUT 0.55 MILE WEST ALONG A GRAVEL
 EH1199'ROAD, AT CLARENDON AIRPORT, 70 FEET SOUTH OF CENTER LINE OF EAST-WEST
 EH1199'GRAVEL ROAD, 397 FEET WEST OF CENTER LINE OF NORTH-SOUTH ROAD, 323 1/2
 EH1199'FEET WEST OF FENCE CORNER AT NORTHEAST CORNER OF AIRPORT, 1 FOOT SOUTH
 EH1199'OF THE NORTH BOUNDARY FENCE LINE, ABOUT IN LINE WITH THE WEST EDGE OF
 EH1199'THE NORTH-SOUTH GRASS RUNWAY, 3 1/2 FEET EAST OF A WHITE WOODEN
 EH1199'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 EH1199'POST PROJECTING 3 INCHES.
 EH1199
 EH1199                          STATION RECOVERY (2003)
 EH1199
 EH1199'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1176 ***********************************************************************
 EH1176  DESIGNATION -  L 169
 EH1176  PID         -  EH1176
 EH1176  STATE/COUNTY-  AR/ST FRANCIS
 EH1176  USGS QUAD   -  WHEATLEY (1971)
 EH1176
 EH1176                         *CURRENT SURVEY CONTROL
 EH1176  ___________________________________________________________________
 EH1176* NAD 83(1986)-  34 56 34.     (N)    091 00 14.     (W)     SCALED    
 EH1176* NAVD 88     -        63.580  (meters)     208.60   (feet)  ADJUSTED  
 EH1176  ___________________________________________________________________
 EH1176  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1176  DYNAMIC HT  -          63.522 (meters)     208.41  (feet)  COMP
 EH1176  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 EH1176
 EH1176  VERT ORDER  -  FIRST     CLASS II
 EH1176
 EH1176.The horizontal coordinates were scaled from a topographic map and have
 EH1176.an estimated accuracy of +/- 6 seconds.
 EH1176
 EH1176.The orthometric height was determined by differential leveling
 EH1176.and adjusted by the National Geodetic Survey in June 1991..
 EH1176
 EH1176.The geoid height was determined by GEOID03.
 EH1176
 EH1176.The dynamic height is computed by dividing the NAVD 88
 EH1176.geopotential number by the normal gravity value computed on the
 EH1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1176.degrees latitude (g = 980.6199 gals.).
 EH1176
 EH1176.The modeled gravity was interpolated from observed gravity values.
 EH1176
 EH1176;                    North         East    Units  Estimated Accuracy
 EH1176;SPC AR N     -    68,070.      491,000.      MT  (+/- 180 meters Scaled)
 EH1176
 EH1176                          SUPERSEDED SURVEY CONTROL
 EH1176
 EH1176  NGVD 29 (??/??/??)   63.579  (m)          208.59   (f) ADJUSTED    1 2
 EH1176
 EH1176.Superseded values are not recommended for survey control.
 EH1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1176.See file dsdata.txt to determine how the superseded data were derived.
 EH1176
 EH1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU822685(NAD 83)
 EH1176_MARKER: DB = BENCH MARK DISK
 EH1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1176_STAMPING: L 169 1955
 EH1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1176+STABILITY: SURFACE MOTION
 EH1176
 EH1176  HISTORY     - Date     Condition        Report By
 EH1176  HISTORY     - 1955     MONUMENTED       CGS
 EH1176  HISTORY     - 20020322 MARK NOT FOUND   USACE
 EH1176
 EH1176                          STATION DESCRIPTION
 EH1176
 EH1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1176'6.5 MI NE FROM WHEATLEY.
 EH1176'ABOUT 6.5 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1176'RAILROAD FROM THE STATION AT WHEATLEY, ABOUT 1.0 MILE NORTHEAST OF
 EH1176'GOODWIN, ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 70, 20 YARDS NORTHEAST
 EH1176'ALONG THE TRACK FROM MILE POLE 58, THENCE 217 1/2 FEET SOUTHEAST AND
 EH1176'ACROSS HIGHWAY FROM SOUTHEAST RAIL, 50 FEET SOUTHEAST OF CENTER LINE
 EH1176'OF HIGHWAY, 1 FOOT NORTHWEST OF A FENCE LINE, 1.3 FEET SOUTHWEST OF A
 EH1176'HIGHWAY R/W MARKER POST, 197 FEET NORTHEAST OF A FENCE CORNER, EAST
 EH1176'AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 2479 A, 3 FEET NORTHEAST OF
 EH1176'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF THE HIGHWAY
 EH1176'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- MARK
 EH1176'IS ABOUT 6.25 MILES SOUTHWEST ALONG C, R.I. AND P. RR FROM THE STATION
 EH1176'SIGN AND ROAD CROSSING AT PALESTINE, ST. FRANCIS COUNTY.
 EH1176
 EH1176                          STATION RECOVERY (2002)
 EH1176
 EH1176'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1176'THIS STATION IS PRESUMED DESTROYED. AREA IS NOW A GAS TRANSMISSION
 EH1176'SUBSTATION (43).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0544 ***********************************************************************
 GE0544  DESIGNATION -  L 17
 GE0544  PID         -  GE0544
 GE0544  STATE/COUNTY-  AR/IZARD
 GE0544  USGS QUAD   -  MELBOURNE (1984)
 GE0544
 GE0544                         *CURRENT SURVEY CONTROL
 GE0544  ___________________________________________________________________
 GE0544* NAD 83(1986)-  36 03 34.     (N)    091 54 26.     (W)     SCALED    
 GE0544* NAVD 88     -       184.219  (meters)     604.39   (feet)  ADJUSTED  
 GE0544  ___________________________________________________________________
 GE0544  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GE0544  DYNAMIC HT  -         184.061 (meters)     603.87  (feet)  COMP
 GE0544  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GE0544
 GE0544  VERT ORDER  -  SECOND    CLASS 0
 GE0544
 GE0544.The horizontal coordinates were scaled from a topographic map and have
 GE0544.an estimated accuracy of +/- 6 seconds.
 GE0544
 GE0544.The orthometric height was determined by differential leveling
 GE0544.and adjusted by the National Geodetic Survey in June 1991..
 GE0544
 GE0544.The geoid height was determined by GEOID03.
 GE0544
 GE0544.The dynamic height is computed by dividing the NAVD 88
 GE0544.geopotential number by the normal gravity value computed on the
 GE0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0544.degrees latitude (g = 980.6199 gals.).
 GE0544
 GE0544.The modeled gravity was interpolated from observed gravity values.
 GE0544
 GE0544;                    North         East    Units  Estimated Accuracy
 GE0544;SPC AR N     -   191,510.      408,360.      MT  (+/- 180 meters Scaled)
 GE0544
 GE0544                          SUPERSEDED SURVEY CONTROL
 GE0544
 GE0544  NGVD 29 (??/??/92)  184.116  (m)          604.05   (f) ADJ UNCH    2 0
 GE0544
 GE0544.Superseded values are not recommended for survey control.
 GE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0544.See file dsdata.txt to determine how the superseded data were derived.
 GE0544
 GE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV984910(NAD 83)
 GE0544_MARKER: DB = BENCH MARK DISK
 GE0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0544_STAMPING: 604.054 L 17 1932
 GE0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0544+STABILITY: SURFACE MOTION
 GE0544
 GE0544  HISTORY     - Date     Condition        Report By
 GE0544  HISTORY     - 1932     MONUMENTED       CGS
 GE0544  HISTORY     - 1935     GOOD             NGS
 GE0544  HISTORY     - 20060927 MARK NOT FOUND   JCLS
 GE0544
 GE0544                          STATION DESCRIPTION
 GE0544
 GE0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0544'AT MELBOURNE.
 GE0544'AT MELBOURNE, IZARD COUNTY, ABOUT 200 YARDS NORTHWEST OF THE
 GE0544'COURTHOUSE, 34 FEET WEST OF A POINT 210 FEET NORTH OF THE CENTER
 GE0544'OF THE T-JUNCTION OF STATE HIGHWAYS 9 AND 69, IN THE LANE AT
 GE0544'THE NORTHEAST CORNER OF THE T. DAVIDSON GARDEN PLOT, AND 8 FEET
 GE0544'WEST OF THE CORNER.  A STANDARD DISK, STAMPED 604.054 L 17 1932
 GE0544'AND SET IN THE TOP OF A CONCRETE POST.
 GE0544
 GE0544                          STATION RECOVERY (1935)
 GE0544
 GE0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0544'RECOVERED IN GOOD CONDITION.
 GE0544
 GE0544                          STATION RECOVERY (2006)
 GE0544
 GE0544'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GE0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1230 ***********************************************************************
 EH1230  DESIGNATION -  L 170
 EH1230  PID         -  EH1230
 EH1230  STATE/COUNTY-  AR/MONROE
 EH1230  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1230
 EH1230                         *CURRENT SURVEY CONTROL
 EH1230  ___________________________________________________________________
 EH1230* NAD 83(1986)-  34 47 14.     (N)    091 16 50.     (W)     SCALED    
 EH1230* NAVD 88     -        56.173  (meters)     184.29   (feet)  ADJUSTED  
 EH1230  ___________________________________________________________________
 EH1230  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH1230  DYNAMIC HT  -          56.120 (meters)     184.12  (feet)  COMP
 EH1230  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 EH1230
 EH1230  VERT ORDER  -  FIRST     CLASS II
 EH1230
 EH1230.The horizontal coordinates were scaled from a topographic map and have
 EH1230.an estimated accuracy of +/- 6 seconds.
 EH1230
 EH1230.The orthometric height was determined by differential leveling
 EH1230.and adjusted by the National Geodetic Survey in June 1991..
 EH1230
 EH1230.The geoid height was determined by GEOID03.
 EH1230
 EH1230.The dynamic height is computed by dividing the NAVD 88
 EH1230.geopotential number by the normal gravity value computed on the
 EH1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1230.degrees latitude (g = 980.6199 gals.).
 EH1230
 EH1230.The modeled gravity was interpolated from observed gravity values.
 EH1230
 EH1230;                    North         East    Units  Estimated Accuracy
 EH1230;SPC AR S     -   635,440.      465,850.      MT  (+/- 180 meters Scaled)
 EH1230
 EH1230                          SUPERSEDED SURVEY CONTROL
 EH1230
 EH1230  NGVD 29 (??/??/??)   56.184  (m)          184.33   (f) ADJUSTED    1 2
 EH1230
 EH1230.Superseded values are not recommended for survey control.
 EH1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1230.See file dsdata.txt to determine how the superseded data were derived.
 EH1230
 EH1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU573507(NAD 83)
 EH1230_MARKER: DB = BENCH MARK DISK
 EH1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1230_SP_SET: CULVERT
 EH1230_STAMPING: L 170 1955
 EH1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1230+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 EH1230
 EH1230  HISTORY     - Date     Condition        Report By
 EH1230  HISTORY     - 1955     MONUMENTED       CGS
 EH1230  HISTORY     - 20030423 GOOD             USACE
 EH1230
 EH1230                          STATION DESCRIPTION
 EH1230
 EH1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1230'2.25 MI NW FROM KEEVIL.
 EH1230'ABOUT 1.85 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE ST.
 EH1230'LOUIS SOUTHWESTERN RAILWAY AT KEEVIL, THENCE ABOUT 0.4 MILE NORTH
 EH1230'ALONG A GRAVEL ROAD (OLD MILITARY ROAD), ABOUT 0.6 MILE SOUTH OF AN
 EH1230'EAST-WEST CROSSROAD, 13 FEET WEST OF CENTER LINE OF ROAD, IN THE TOP
 EH1230'OF THE NORTH END OF WEST HEAD WALL OF A 5-FOOT CONCRETRE CULVERT UNDER
 EH1230'ROAD AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
 EH1230
 EH1230                          STATION RECOVERY (2003)
 EH1230
 EH1230'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0823 ***********************************************************************
 EH0823  DESIGNATION -  L 171
 EH0823  PID         -  EH0823
 EH0823  STATE/COUNTY-  AR/PHILLIPS
 EH0823  USGS QUAD   -  LEXA (1991)
 EH0823
 EH0823                         *CURRENT SURVEY CONTROL
 EH0823  ___________________________________________________________________
 EH0823* NAD 83(1986)-  34 32 58.     (N)    090 52 03.     (W)     SCALED    
 EH0823* NAVD 88     -        56.133  (meters)     184.16   (feet)  ADJUSTED  
 EH0823  ___________________________________________________________________
 EH0823  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH0823  DYNAMIC HT  -          56.079 (meters)     183.99  (feet)  COMP
 EH0823  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 EH0823
 EH0823  VERT ORDER  -  FIRST     CLASS II
 EH0823
 EH0823.The horizontal coordinates were scaled from a topographic map and have
 EH0823.an estimated accuracy of +/- 6 seconds.
 EH0823
 EH0823.The orthometric height was determined by differential leveling
 EH0823.and adjusted by the National Geodetic Survey in June 1991..
 EH0823
 EH0823.The geoid height was determined by GEOID03.
 EH0823
 EH0823.The dynamic height is computed by dividing the NAVD 88
 EH0823.geopotential number by the normal gravity value computed on the
 EH0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0823.degrees latitude (g = 980.6199 gals.).
 EH0823
 EH0823.The modeled gravity was interpolated from observed gravity values.
 EH0823
 EH0823;                    North         East    Units  Estimated Accuracy
 EH0823;SPC AR S     -   609,400.      503,940.      MT  (+/- 180 meters Scaled)
 EH0823
 EH0823                          SUPERSEDED SURVEY CONTROL
 EH0823
 EH0823  NGVD 29 (??/??/??)   56.168  (m)          184.28   (f) ADJUSTED    1 2
 EH0823
 EH0823.Superseded values are not recommended for survey control.
 EH0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0823.See file dsdata.txt to determine how the superseded data were derived.
 EH0823
 EH0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU956251(NAD 83)
 EH0823_MARKER: DB = BENCH MARK DISK
 EH0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0823_STAMPING: L 171 1956
 EH0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0823+STABILITY: SURFACE MOTION
 EH0823
 EH0823  HISTORY     - Date     Condition        Report By
 EH0823  HISTORY     - 1956     MONUMENTED       CGS
 EH0823  HISTORY     - 1976     GOOD             NGS
 EH0823  HISTORY     - 20030401 MARK NOT FOUND   USACE
 EH0823
 EH0823                          STATION DESCRIPTION
 EH0823
 EH0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0823'2.7 MI E FROM MARVELL.
 EH0823'ABOUT 2.7 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0823'STATION AT MARVELL, ABOUT 0.85 MILE WEST OF STATION SIGN AT POPLAR
 EH0823'GROVE, ABOUT 0.45 MILE WEST OF MILE POLE 335, ABOUT 214 YARDS WEST OF
 EH0823'CENTER OF CROSSING OF A NORTH-SOUTH DIRT ROAD, 26.4 FEET NORTH OF
 EH0823'NORTH RAIL, 52 FEET NORTH-NORTHEAST AND ACROSS TRACK FROM MILEAGE POLE
 EH0823'NO. 335/11, 254 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF TRESTLE NO.
 EH0823'335.4, 3 FEET WEST-SOUTHWEST OF TELEPHONE POLE NO. 739, ABOUT 3 FEET
 EH0823'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH0823'3 INCHES.
 EH0823
 EH0823                          STATION RECOVERY (1976)
 EH0823
 EH0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0823'RECOVERED IN GOOD CONDITION.
 EH0823
 EH0823                          STATION RECOVERY (2003)
 EH0823
 EH0823'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0901 ***********************************************************************
 EH0901  DESIGNATION -  L 172
 EH0901  PID         -  EH0901
 EH0901  STATE/COUNTY-  AR/PHILLIPS
 EH0901  USGS QUAD   -  WEST HELENA (1982)
 EH0901
 EH0901                         *CURRENT SURVEY CONTROL
 EH0901  ___________________________________________________________________
 EH0901* NAD 83(1986)-  34 33 52.     (N)    090 40 18.     (W)     SCALED    
 EH0901* NAVD 88     -        68.583  (meters)     225.01   (feet)  ADJUSTED  
 EH0901  ___________________________________________________________________
 EH0901  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0901  DYNAMIC HT  -          68.517 (meters)     224.79  (feet)  COMP
 EH0901  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 EH0901
 EH0901  VERT ORDER  -  FIRST     CLASS II
 EH0901
 EH0901.The horizontal coordinates were scaled from a topographic map and have
 EH0901.an estimated accuracy of +/- 6 seconds.
 EH0901
 EH0901.The orthometric height was determined by differential leveling
 EH0901.and adjusted by the National Geodetic Survey in June 1991..
 EH0901
 EH0901.The geoid height was determined by GEOID03.
 EH0901
 EH0901.The dynamic height is computed by dividing the NAVD 88
 EH0901.geopotential number by the normal gravity value computed on the
 EH0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0901.degrees latitude (g = 980.6199 gals.).
 EH0901
 EH0901.The modeled gravity was interpolated from observed gravity values.
 EH0901
 EH0901;                    North         East    Units  Estimated Accuracy
 EH0901;SPC AR S     -   611,280.      521,890.      MT  (+/- 180 meters Scaled)
 EH0901
 EH0901                          SUPERSEDED SURVEY CONTROL
 EH0901
 EH0901  NGVD 29 (??/??/??)   68.615  (m)          225.11   (f) ADJUSTED    1 2
 EH0901
 EH0901.Superseded values are not recommended for survey control.
 EH0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0901.See file dsdata.txt to determine how the superseded data were derived.
 EH0901
 EH0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU136272(NAD 83)
 EH0901_MARKER: DB = BENCH MARK DISK
 EH0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0901_SP_SET: CULVERT
 EH0901_STAMPING: L 172 1956
 EH0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0901+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003
 EH0901
 EH0901  HISTORY     - Date     Condition        Report By
 EH0901  HISTORY     - 1956     MONUMENTED       CGS
 EH0901  HISTORY     - 20030305 GOOD             USACE
 EH0901
 EH0901                          STATION DESCRIPTION
 EH0901
 EH0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0901'3.05 MI NW FROM WEST HELENA.
 EH0901'ABOUT 2.35 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 20 FROM THE
 EH0901'BAPTIST CHURCH AT WEST HELENA, THENCE ABOUT 0.7 MILE NORTH ALONG STATE
 EH0901'HIGHWAY 185, ABOUT 0.3 MILE SOUTH OF ENTRANCE TO THOMPSON-ROBBINS
 EH0901'AIRPORT, IN THE TOP OF NORTH END OF EAST HEAD WALL OF A 16-FOOT
 EH0901'CONCRETE CULVERT WITH PARTITION UNDER HIGHWAY, 19 FEET EAST OF CENTER
 EH0901'LINE OF HIGHWAY AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
 EH0901
 EH0901                          STATION RECOVERY (2003)
 EH0901
 EH0901'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0219 ***********************************************************************
 FF0219  DESIGNATION -  L 173
 FF0219  PID         -  FF0219
 FF0219  STATE/COUNTY-  AR/CRITTENDEN
 FF0219  USGS QUAD   -  EDMONDSON (1981)
 FF0219
 FF0219                         *CURRENT SURVEY CONTROL
 FF0219  ___________________________________________________________________
 FF0219* NAD 83(1986)-  35 06 09.     (N)    090 19 58.     (W)     SCALED    
 FF0219* NAVD 88     -        62.272  (meters)     204.30   (feet)  ADJUSTED  
 FF0219  ___________________________________________________________________
 FF0219  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 FF0219  DYNAMIC HT  -          62.216 (meters)     204.12  (feet)  COMP
 FF0219  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 FF0219
 FF0219  VERT ORDER  -  FIRST     CLASS II
 FF0219
 FF0219.The horizontal coordinates were scaled from a topographic map and have
 FF0219.an estimated accuracy of +/- 6 seconds.
 FF0219
 FF0219.The orthometric height was determined by differential leveling
 FF0219.and adjusted by the National Geodetic Survey in June 1991..
 FF0219
 FF0219.The geoid height was determined by GEOID03.
 FF0219
 FF0219.The dynamic height is computed by dividing the NAVD 88
 FF0219.geopotential number by the normal gravity value computed on the
 FF0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0219.degrees latitude (g = 980.6199 gals.).
 FF0219
 FF0219.The modeled gravity was interpolated from observed gravity values.
 FF0219
 FF0219;                    North         East    Units  Estimated Accuracy
 FF0219;SPC AR N     -    86,620.      552,000.      MT  (+/- 180 meters Scaled)
 FF0219
 FF0219                          SUPERSEDED SURVEY CONTROL
 FF0219
 FF0219  NGVD 29 (??/??/??)   62.249  (m)          204.23   (f) ADJUSTED    1 2
 FF0219
 FF0219.Superseded values are not recommended for survey control.
 FF0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0219.See file dsdata.txt to determine how the superseded data were derived.
 FF0219
 FF0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU431876(NAD 83)
 FF0219_MARKER: P = PIPE CAP
 FF0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0219_STAMPING: L 173 1956
 FF0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0219
 FF0219  HISTORY     - Date     Condition        Report By
 FF0219  HISTORY     - 1956     MONUMENTED       CGS
 FF0219  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0219  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0219
 FF0219                          STATION DESCRIPTION
 FF0219
 FF0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0219'1.2 MI W FROM EDMONDSON.
 FF0219'1.25 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0219'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0219'256 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF TRESTLE NO. 17.3,
 FF0219'3 FEET SOUTHWEST OF TELEPHONE MILEAGE POLE NO. 17/18, 33 1/2
 FF0219'FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 83 FEET SOUTHEAST
 FF0219'AND ACROSS TRACK FROM TELEPHONE POLE NO. 864, ABOUT 7 FEET
 FF0219'BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A 3-INCH IRON
 FF0219'PIPE PROJECTING 7 INCHES.
 FF0219
 FF0219                          STATION RECOVERY (1977)
 FF0219
 FF0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0219'MARK NOT FOUND.
 FF0219
 FF0219                          STATION RECOVERY (1977)
 FF0219
 FF0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1751 ***********************************************************************
 FF1751  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1751  DESIGNATION -  L 174 RESET
 FF1751  PID         -  FF1751
 FF1751  STATE/COUNTY-  AR/CRITTENDEN
 FF1751  USGS QUAD   -  TYRONZA (1974)
 FF1751
 FF1751                         *CURRENT SURVEY CONTROL
 FF1751  ___________________________________________________________________
 FF1751* NAD 83(1997)-  35 25 43.32506(N)    090 17 38.91187(W)     ADJUSTED  
 FF1751* NAVD 88     -        67.73   (meters)     222.2    (feet)  GPS OBS   
 FF1751  ___________________________________________________________________
 FF1751  X           -     -26,710.954 (meters)                     COMP
 FF1751  Y           -  -5,202,964.952 (meters)                     COMP
 FF1751  Z           -   3,676,748.283 (meters)                     COMP
 FF1751  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FF1751  ELLIP HEIGHT-          40.08  (meters)          (05/31/05) GPS OBS
 FF1751  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF1751  DYNAMIC HT  -          67.67  (meters)     222.0   (feet)  COMP
 FF1751  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 FF1751
 FF1751  HORZ ORDER  -  FIRST
 FF1751  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF1751  ELLP ORDER  -  FOURTH    CLASS II
 FF1751
 FF1751.The horizontal coordinates were established by GPS observations
 FF1751.and adjusted by the National Geodetic Survey in May 2005..
 FF1751
 FF1751.The orthometric height was determined by GPS observations and a
 FF1751.high-resolution geoid model using precise GPS observation and
 FF1751.processing techniques. It supersedes the leveled height previously
 FF1751.determined for this station.
 FF1751.The vertical order pertains to the first NAVD 88 superseded value.
 FF1751
 FF1751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1751
 FF1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1751
 FF1751.The ellipsoidal height was determined by GPS observations
 FF1751.and is referenced to NAD 83.
 FF1751
 FF1751.The geoid height was determined by GEOID03.
 FF1751
 FF1751.The dynamic height is computed by dividing the NAVD 88
 FF1751.geopotential number by the normal gravity value computed on the
 FF1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1751.degrees latitude (g = 980.6199 gals.).
 FF1751
 FF1751.The modeled gravity was interpolated from observed gravity values.
 FF1751
 FF1751;                    North         East     Units Scale Factor Converg.
 FF1751;SPC AR N     -   122,863.278   554,890.983   MT  0.99993960   +0 59 33.5
 FF1751;SPC AR N     -   403,093.94  1,820,504.83   sFT  0.99993960   +0 59 33.5
 FF1751;UTM  15      - 3,923,950.084   745,649.490   MT  1.00034370   +1 34 09.6
 FF1751
 FF1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1751!SPC AR N     -   0.99999371  x   0.99993960  =   0.99993331
 FF1751!UTM  15      -   0.99999371  x   1.00034370  =   1.00033741
 FF1751
 FF1751                          SUPERSEDED SURVEY CONTROL
 FF1751
 FF1751  NAVD 88 (01/31/95)   67.639  (m)          221.91   (f) ADJUSTED    1 2
 FF1751  NGVD 29 (10/05/93)   67.605  (m)          221.80   (f) ADJUSTED    1 2
 FF1751
 FF1751.Superseded values are not recommended for survey control.
 FF1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1751.See file dsdata.txt to determine how the superseded data were derived.
 FF1751
 FF1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4564923950(NAD 83)
 FF1751_MARKER: DV = VERTICAL CONTROL DISK
 FF1751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1751_SP_SET: HEADWALL
 FF1751_STAMPING: L 174 RESET 1977
 FF1751_MARK LOGO: NGS   
 FF1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1751+STABILITY: SURFACE MOTION
 FF1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1751+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 FF1751
 FF1751  HISTORY     - Date     Condition        Report By
 FF1751  HISTORY     - 1977     MONUMENTED       NGS
 FF1751  HISTORY     - 19920321 GOOD             NGS
 FF1751  HISTORY     - 20021016 GOOD             USACE
 FF1751  HISTORY     - 20030722 GOOD             EMCINC
 FF1751
 FF1751                          STATION DESCRIPTION
 FF1751
 FF1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FF1751'5.8 MI SE FROM TYRONZA.
 FF1751'5.85 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF1751'FROM THE STATION AT TYRONZA, ABOUT 4.5 MILES NORTHWEST FROM THE
 FF1751'STATION AT TURRELL, CRITTENDEN COUNTY, ABOUT 0.75 MILE SOUTHEAST
 FF1751'OF THE POINSETT-CRITTENDEN COUNTY LINE, ALONG U.S. HIGHWAY 63,
 FF1751'OPPOSITE (SOUTHWEST) OF RAILROAD TRESTLE NO. 457.5, ACROSS
 FF1751'TRACK FROM A POINT BETWEEN MILEAGE TELEPHONE POLES NO. 457/24 AND
 FF1751'457/25, IN THE TOP OF THE SOUTHEAST END OF NORTHEAST HEAD WALL
 FF1751'OF A 5-FOOT CONCRETE CULVERT UNDER HIGHWAY 63, 27 FEET NORTHEAST
 FF1751'OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF
 FF1751'HIGHWAY.
 FF1751
 FF1751                          STATION RECOVERY (1992)
 FF1751
 FF1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF1751'6.4 KM (3.95 MI) NORTHERLY ALONG STATE HIGHWAY 77 AND U.S. HIGHWAY 63
 FF1751'FROM THE HIGH SCHOOL IN TURRELL, IN TOP OF AND 0.3 M (1.0 FT)
 FF1751'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 FF1751'CULVERT UNDER THE NORTHBOUND LANES OF THE HIGHWAY, 12.6 M (41.3 FT)
 FF1751'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 FF1751'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 FF1751
 FF1751                          STATION RECOVERY (2002)
 FF1751
 FF1751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1751'RECOVERED IN GOOD CONDITION.
 FF1751
 FF1751                          STATION RECOVERY (2003)
 FF1751
 FF1751'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF1751'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1173 ***********************************************************************
 FF1173  DESIGNATION -  L 175
 FF1173  PID         -  FF1173
 FF1173  STATE/COUNTY-  AR/CROSS
 FF1173  USGS QUAD   -  FAIR OAKS (1971)
 FF1173
 FF1173                         *CURRENT SURVEY CONTROL
 FF1173  ___________________________________________________________________
 FF1173* NAD 83(1986)-  35 14 30.     (N)    091 00 48.     (W)     SCALED    
 FF1173* NAVD 88     -        66.486  (meters)     218.13   (feet)  ADJUSTED  
 FF1173  ___________________________________________________________________
 FF1173  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1173  DYNAMIC HT  -          66.427 (meters)     217.94  (feet)  COMP
 FF1173  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF1173
 FF1173  VERT ORDER  -  FIRST     CLASS II
 FF1173
 FF1173.The horizontal coordinates were scaled from a topographic map and have
 FF1173.an estimated accuracy of +/- 6 seconds.
 FF1173
 FF1173.The orthometric height was determined by differential leveling
 FF1173.and adjusted by the National Geodetic Survey in June 1991..
 FF1173
 FF1173.The geoid height was determined by GEOID03.
 FF1173
 FF1173.The dynamic height is computed by dividing the NAVD 88
 FF1173.geopotential number by the normal gravity value computed on the
 FF1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1173.degrees latitude (g = 980.6199 gals.).
 FF1173
 FF1173.The modeled gravity was interpolated from observed gravity values.
 FF1173
 FF1173;                    North         East    Units  Estimated Accuracy
 FF1173;SPC AR N     -   101,220.      489,800.      MT  (+/- 180 meters Scaled)
 FF1173
 FF1173                          SUPERSEDED SURVEY CONTROL
 FF1173
 FF1173  NGVD 29 (??/??/??)   66.452  (m)          218.02   (f) ADJUSTED    1 2
 FF1173
 FF1173.Superseded values are not recommended for survey control.
 FF1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1173.See file dsdata.txt to determine how the superseded data were derived.
 FF1173
 FF1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV807016(NAD 83)
 FF1173_MARKER: DB = BENCH MARK DISK
 FF1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1173_STAMPING: L 175 1956
 FF1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1173+STABILITY: SURFACE MOTION
 FF1173
 FF1173  HISTORY     - Date     Condition        Report By
 FF1173  HISTORY     - 1956     MONUMENTED       CGS
 FF1173  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF1173
 FF1173                          STATION DESCRIPTION
 FF1173
 FF1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1173'1 MI E FROM FAIROAKS.
 FF1173'1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1173'STATION AT FAIROAKS, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 50 FEET
 FF1173'WEST OF TELEPHONE POLE NO. 319/28, 39 FEET NORTH OF NORTH RAIL
 FF1173'OF MAIN TRACK, 26 1/2 FEET EAST OF CENTER LINE OF ROAD, 49 FEET
 FF1173'NORTHEAST OF CENTER OF CROSSING OF TRACK AND ROAD, 1 1/2 FEET
 FF1173'NORTHEAST OF A FENCE CORNER, 56 FEET EAST-NORTHEAST AND ACROSS
 FF1173'ROAD FROM CROSSING WARNING SIGN, 26 FEET NORTHEAST OF EAST END OF
 FF1173'A 24-INCH TILE PIPE CULVERT UNDER ROAD, ABOUT 3 FEET BELOW
 FF1173'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF1173'3 INCHES.
 FF1173
 FF1173                          STATION RECOVERY (1981)
 FF1173
 FF1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0845 ***********************************************************************
 EH0845  DESIGNATION -  L 176
 EH0845  PID         -  EH0845
 EH0845  STATE/COUNTY-  AR/LEE
 EH0845  USGS QUAD   -  MORO (1984)
 EH0845
 EH0845                         *CURRENT SURVEY CONTROL
 EH0845  ___________________________________________________________________
 EH0845* NAD 83(1986)-  34 48 45.     (N)    090 59 46.     (W)     SCALED    
 EH0845* NAVD 88     -        61.715  (meters)     202.48   (feet)  ADJUSTED  
 EH0845  ___________________________________________________________________
 EH0845  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0845  DYNAMIC HT  -          61.659 (meters)     202.29  (feet)  COMP
 EH0845  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 EH0845
 EH0845  VERT ORDER  -  FIRST     CLASS II
 EH0845
 EH0845.The horizontal coordinates were scaled from a topographic map and have
 EH0845.an estimated accuracy of +/- 6 seconds.
 EH0845
 EH0845.The orthometric height was determined by differential leveling
 EH0845.and adjusted by the National Geodetic Survey in June 1991..
 EH0845
 EH0845.The geoid height was determined by GEOID03.
 EH0845
 EH0845.The dynamic height is computed by dividing the NAVD 88
 EH0845.geopotential number by the normal gravity value computed on the
 EH0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0845.degrees latitude (g = 980.6199 gals.).
 EH0845
 EH0845.The modeled gravity was interpolated from observed gravity values.
 EH0845
 EH0845;                    North         East    Units  Estimated Accuracy
 EH0845;SPC AR S     -   638,460.      491,850.      MT  (+/- 180 meters Scaled)
 EH0845
 EH0845                          SUPERSEDED SURVEY CONTROL
 EH0845
 EH0845  NGVD 29 (??/??/??)   61.722  (m)          202.50   (f) ADJUSTED    1 2
 EH0845
 EH0845.Superseded values are not recommended for survey control.
 EH0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0845.See file dsdata.txt to determine how the superseded data were derived.
 EH0845
 EH0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU832540(NAD 83)
 EH0845_MARKER: DB = BENCH MARK DISK
 EH0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0845_STAMPING: L 176 1955
 EH0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0845+STABILITY: SURFACE MOTION
 EH0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0845+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0845
 EH0845  HISTORY     - Date     Condition        Report By
 EH0845  HISTORY     - 1955     MONUMENTED       CGS
 EH0845  HISTORY     - 20030331 GOOD             USACE
 EH0845
 EH0845                          STATION DESCRIPTION
 EH0845
 EH0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0845'1.3 MI NW FROM MORO.
 EH0845'ABOUT 1.3 MILES NORTHWEST LAONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH0845'AT MORO, AT THE JUNCTION OF A DIRT ROAD WEST, 46 1/2 FEET WEST OF
 EH0845'CENTER LINE OF HIGHWAY, 61 FEET SOUTHWEST OF CENTER OF JUNCTION, 55
 EH0845'FEET SOUTH AND ACROSS ROAD WEST FROM A POWER POLE WITH A BRANCH LINE
 EH0845'WEST, 40 FEET SOUTH OF CENTER LINE OF ROAD WEST, 24 FEET SOUTH OF A
 EH0845'FENCE CORNER, 29 FEET SOUTHWEST OF SOUTH END OF A 24-INCH METAL PIPE
 EH0845'CULVERT UNDER ROAD WEST, 2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF
 EH0845'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 EH0845'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EH0845
 EH0845                          STATION RECOVERY (2003)
 EH0845
 EH0845'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0845'MARK IS 1 FT WEST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1261 ***********************************************************************
 EH1261  DESIGNATION -  L 177 RESET
 EH1261  PID         -  EH1261
 EH1261  STATE/COUNTY-  AR/ST FRANCIS
 EH1261  USGS QUAD   -  WHEATLEY (1971)
 EH1261
 EH1261                         *CURRENT SURVEY CONTROL
 EH1261  ___________________________________________________________________
 EH1261* NAD 83(1986)-  34 59 20.     (N)    091 06 56.     (W)     SCALED    
 EH1261* NAVD 88     -        63.40   (meters)     208.0    (feet)  RESET     
 EH1261  ___________________________________________________________________
 EH1261  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1261
 EH1261  VERT ORDER  -  THIRD
 EH1261
 EH1261.The horizontal coordinates were scaled from a topographic map and have
 EH1261.an estimated accuracy of +/- 6 seconds.
 EH1261
 EH1261.The orthometric height was computed from unverified reset data.
 EH1261.No vertical observational check was made to the station.
 EH1261
 EH1261.The geoid height was determined by GEOID03.
 EH1261
 EH1261;                    North         East    Units  Estimated Accuracy
 EH1261;SPC AR N     -    73,090.      480,750.      MT  (+/- 180 meters Scaled)
 EH1261
 EH1261                          SUPERSEDED SURVEY CONTROL
 EH1261
 EH1261  NGVD 29 (??/??/??)   63.38   (m)          207.9    (f) RESET       3  
 EH1261
 EH1261.Superseded values are not recommended for survey control.
 EH1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1261.See file dsdata.txt to determine how the superseded data were derived.
 EH1261
 EH1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU719734(NAD 83)
 EH1261_MARKER: DD = SURVEY DISK
 EH1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1261_STAMPING: L 177 1955 RESET 1958
 EH1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1261+STABILITY: SURFACE MOTION
 EH1261
 EH1261  HISTORY     - Date     Condition        Report By
 EH1261  HISTORY     - 1958     MONUMENTED       USE
 EH1261
 EH1261                          STATION DESCRIPTION
 EH1261
 EH1261'DESCRIBED BY US ENGINEERS 1958
 EH1261'4.55 MI S FROM HUNTER.
 EH1261'ABOUT 0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL IN
 EH1261'HUNTER, THENCE ABOUT 3.5 MILES SOUTH ALONG A GRAVEL AND DIRT ROAD TO
 EH1261'WOODRUFF-ST. FRANCIS COUNTY LINE, THENCE ABOUT 0.05 MILE EAST ALONG A
 EH1261'DIRT ROAD, THENCE ABOUT 0.9 MILE SOUTH ALONG A DIRT ROAD LEADING TO
 EH1261'WHEATLEY.  ABOUT 0.3 MILE NORTH OF A CROSSROAD.  IN THE SE CORNER OF
 EH1261'SECTION 5, T-4-N, R-1-W.  130 FEET WEST OF THE CENTER LINE OF THE
 EH1261'NORTH-SOUTH ROAD.  IN LINE WITH THE EAST WALL OF A HOUSE.  5 FEET
 EH1261'SOUTH OF SE CORNER OF THE CONCRETE FLOOR OF A CARPORT.  A DISK,
 EH1261'STAMPED L 177 1955 RESET 1958, SET IN TOP OF A CONCRETE POST.  TOP OF
 EH1261'POST IS ABOUT 0.2 FOOT UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0254 ***********************************************************************
 FF0254  DESIGNATION -  L 178
 FF0254  PID         -  FF0254
 FF0254  STATE/COUNTY-  AR/CRITTENDEN
 FF0254  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0254
 FF0254                         *CURRENT SURVEY CONTROL
 FF0254  ___________________________________________________________________
 FF0254* NAD 83(1986)-  35 07 57.     (N)    090 10 27.     (W)     SCALED    
 FF0254* NAVD 88     -        65.463  (meters)     214.77   (feet)  ADJUSTED  
 FF0254  ___________________________________________________________________
 FF0254  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0254  DYNAMIC HT  -          65.403 (meters)     214.58  (feet)  COMP
 FF0254  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FF0254
 FF0254  VERT ORDER  -  FIRST     CLASS II
 FF0254
 FF0254.The horizontal coordinates were scaled from a topographic map and have
 FF0254.an estimated accuracy of +/- 6 seconds.
 FF0254
 FF0254.The orthometric height was determined by differential leveling
 FF0254.and adjusted by the National Geodetic Survey in June 1991..
 FF0254
 FF0254.The geoid height was determined by GEOID03.
 FF0254
 FF0254.The dynamic height is computed by dividing the NAVD 88
 FF0254.geopotential number by the normal gravity value computed on the
 FF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0254.degrees latitude (g = 980.6199 gals.).
 FF0254
 FF0254.The modeled gravity was interpolated from observed gravity values.
 FF0254
 FF0254;                    North         East    Units  Estimated Accuracy
 FF0254;SPC AR N     -    90,200.      566,390.      MT  (+/- 180 meters Scaled)
 FF0254
 FF0254                          SUPERSEDED SURVEY CONTROL
 FF0254
 FF0254  NGVD 29 (??/??/??)   65.435  (m)          214.68   (f) ADJUSTED    1 2
 FF0254
 FF0254.Superseded values are not recommended for survey control.
 FF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0254.See file dsdata.txt to determine how the superseded data were derived.
 FF0254
 FF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU574913(NAD 83)
 FF0254_MARKER: DB = BENCH MARK DISK
 FF0254_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0254_SP_SET: 50 FEET
 FF0254_STAMPING: L 178 1956
 FF0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0254
 FF0254  HISTORY     - Date     Condition        Report By
 FF0254  HISTORY     - 1956     MONUMENTED       CGS
 FF0254  HISTORY     - 1957     GOOD             CGS
 FF0254  HISTORY     - 20030129 MARK NOT FOUND   USACE
 FF0254
 FF0254                          STATION DESCRIPTION
 FF0254
 FF0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0254'1.2 MI E FROM HULBERT.
 FF0254'1.15 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0254'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, AT
 FF0254'CROSSING OF SOUTH 8TH STREET, ABOUT 9 TELEPHONE POLES WEST OF
 FF0254'MILE POLE 8, 74 FEET SOUTHEAST OF SOUTHEAST RAIL OF MISSOURI
 FF0254'PACIFIC RAILROAD, 149 FEET EAST OF CENTER OF CROSSING OF M.P. RR
 FF0254'AND SOUTH 8TH STREET, 136 FEET NORTHEAST OF CENTER LINE OF SOUTH
 FF0254'8TH STREET, 49 FEET EAST-NORTHEAST OF A LONE 40-INCH COTTONWOOD
 FF0254'TREE, 263 FEET EAST-SOUTHEAST AND ACROSS THE M.P. RR AND THE
 FF0254'C.R.I. AND P. RR FROM BENCH MARK K 178, 30 FEET NORTH OF NORTH
 FF0254'CORNER OF A LOW FRAME HOUSE, 14 FEET SOUTHWEST OF A FENCE CORNER,
 FF0254'ABOUT 4 1/2 FEET BELOW LEVEL OF TRACKS AND SET ON THE TOP OF A
 FF0254'COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND SURROUNDED
 FF0254'BY A 4-INCH TILE.  THE ROD IS DRIVEN TO A DEPTH OF 50-FEET IN
 FF0254'GROUND.
 FF0254
 FF0254                          STATION RECOVERY (1957)
 FF0254
 FF0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0254'RECOVERED IN GOOD CONDITION.
 FF0254
 FF0254                          STATION RECOVERY (2003)
 FF0254
 FF0254'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0762 ***********************************************************************
 FF0762  DESIGNATION -  L 179
 FF0762  PID         -  FF0762
 FF0762  STATE/COUNTY-  AR/POINSETT
 FF0762  USGS QUAD   -  TRUMANN (1983)
 FF0762
 FF0762                         *CURRENT SURVEY CONTROL
 FF0762  ___________________________________________________________________
 FF0762* NAD 83(1986)-  35 41 27.     (N)    090 31 01.     (W)     SCALED    
 FF0762* NAVD 88     -        67.517  (meters)     221.51   (feet)  ADJUSTED  
 FF0762  ___________________________________________________________________
 FF0762  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF0762  DYNAMIC HT  -          67.459 (meters)     221.32  (feet)  COMP
 FF0762  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 FF0762
 FF0762  VERT ORDER  -  FIRST     CLASS II
 FF0762
 FF0762.The horizontal coordinates were scaled from a topographic map and have
 FF0762.an estimated accuracy of +/- 6 seconds.
 FF0762
 FF0762.The orthometric height was determined by differential leveling
 FF0762.and adjusted by the National Geodetic Survey in June 1991..
 FF0762
 FF0762.The geoid height was determined by GEOID03.
 FF0762
 FF0762.The dynamic height is computed by dividing the NAVD 88
 FF0762.geopotential number by the normal gravity value computed on the
 FF0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0762.degrees latitude (g = 980.6199 gals.).
 FF0762
 FF0762.The modeled gravity was interpolated from observed gravity values.
 FF0762
 FF0762;                    North         East    Units  Estimated Accuracy
 FF0762;SPC AR N     -   151,610.      534,220.      MT  (+/- 180 meters Scaled)
 FF0762
 FF0762                          SUPERSEDED SURVEY CONTROL
 FF0762
 FF0762  NGVD 29 (??/??/??)   67.435  (m)          221.24   (f) ADJUSTED    1 2
 FF0762
 FF0762.Superseded values are not recommended for survey control.
 FF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0762.See file dsdata.txt to determine how the superseded data were derived.
 FF0762
 FF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV246525(NAD 83)
 FF0762_MARKER: DB = BENCH MARK DISK
 FF0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0762_STAMPING: L 179 1956
 FF0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0762+STABILITY: SURFACE MOTION
 FF0762
 FF0762  HISTORY     - Date     Condition        Report By
 FF0762  HISTORY     - 1956     MONUMENTED       CGS
 FF0762  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0762
 FF0762                          STATION DESCRIPTION
 FF0762
 FF0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0762'1.3 MI NW FROM TRUMANN.
 FF0762'1.3 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0762'FROM THE STATION AT TRUMANN, ACROSS TRACK FROM A POINT BETWEEN
 FF0762'TELEPHONE POLES NO. 435/10 AND 435/11, 80 FEET SOUTHWEST OF
 FF0762'SOUTHWEST RAIL ON TOP OF TRESTLE NO. 435.3, 82 FEET SOUTH-SOUTHWEST
 FF0762'OF WEST CORNER OF NORTHWEST END OF TRESTLE NO. 435.3 OVER A
 FF0762'PRIVATE ROAD LEADING SOUTH TO A FRAME HOUSE, 62 FEET NORTHWEST
 FF0762'OF CENTER LINE OF ROAD ON OUTSIDE OF A CURVE WITH TANGENTS
 FF0762'EXTENDING NORTHEAST AND SOUTH, 7 1/2 FEET NORTH OF A FENCE
 FF0762'CORNER, 1 1/2 FEET EAST OF A FENCE LINE, ABOUT 11 FEET BELOW
 FF0762'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0762'5 INCHES.
 FF0762
 FF0762                          STATION RECOVERY (1978)
 FF0762
 FF0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0363 ***********************************************************************
 GF0363  DESIGNATION -  L 18
 GF0363  PID         -  GF0363
 GF0363  STATE/COUNTY-  AR/BOONE
 GF0363  USGS QUAD   -  HARRISON (1975)
 GF0363
 GF0363                         *CURRENT SURVEY CONTROL
 GF0363  ___________________________________________________________________
 GF0363* NAD 83(1986)-  36 09 44.     (N)    093 07 20.     (W)     SCALED    
 GF0363* NAVD 88     -       370.627  (meters)    1215.97   (feet)  ADJUSTED  
 GF0363  ___________________________________________________________________
 GF0363  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0363  DYNAMIC HT  -         370.293 (meters)    1214.87  (feet)  COMP
 GF0363  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 GF0363
 GF0363  VERT ORDER  -  SECOND    CLASS 0
 GF0363
 GF0363.The horizontal coordinates were scaled from a topographic map and have
 GF0363.an estimated accuracy of +/- 6 seconds.
 GF0363
 GF0363.The orthometric height was determined by differential leveling
 GF0363.and adjusted by the National Geodetic Survey in June 1991..
 GF0363
 GF0363.The geoid height was determined by GEOID03.
 GF0363
 GF0363.The dynamic height is computed by dividing the NAVD 88
 GF0363.geopotential number by the normal gravity value computed on the
 GF0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0363.degrees latitude (g = 980.6199 gals.).
 GF0363
 GF0363.The modeled gravity was interpolated from observed gravity values.
 GF0363
 GF0363;                    North         East    Units  Estimated Accuracy
 GF0363;SPC AR N     -   203,480.      299,030.      MT  (+/- 180 meters Scaled)
 GF0363
 GF0363                          SUPERSEDED SURVEY CONTROL
 GF0363
 GF0363  NGVD 29 (??/??/92)  370.498  (m)         1215.54   (f) ADJ UNCH    2 0
 GF0363
 GF0363.Superseded values are not recommended for survey control.
 GF0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0363.See file dsdata.txt to determine how the superseded data were derived.
 GF0363
 GF0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA890019(NAD 83)
 GF0363_MARKER: DB = BENCH MARK DISK
 GF0363_SETTING: 0 = UNSPECIFIED SETTING
 GF0363_STAMPING: L-18 1932
 GF0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0363
 GF0363  HISTORY     - Date     Condition        Report By
 GF0363  HISTORY     - 1932     MONUMENTED       CGS
 GF0363  HISTORY     - 1935     GOOD             NGS
 GF0363
 GF0363                          STATION DESCRIPTION
 GF0363
 GF0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0363'5.5 MI S FROM HARRISON.
 GF0363'ABOUT 5.5 MILES SOUTH OF HARRISON, ALONG ST. HWY. 7, FROM BOONE
 GF0363'CO. COURTHOUSE, 56 FEET SOUTHEAST OF SOUTHEAST CORNER OF G.W.
 GF0363'HANCOCKS FARM HOUSE, 25.4 FEET WEST OF CENTERLINE OF ST. HWY.
 GF0363'7, 5.2 FEET NORTH OF SOUTHEAST CORNER OF YARD FENCE, 1 FT. EAST
 GF0363'OF NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4764 ***********************************************************************
 DG4764  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4764  DESIGNATION -  L 18 42
 DG4764  PID         -  DG4764
 DG4764  STATE/COUNTY-  AR/DESHA
 DG4764  USGS QUAD   -  CATFISH POINT (1972)
 DG4764
 DG4764                         *CURRENT SURVEY CONTROL
 DG4764  ___________________________________________________________________
 DG4764* NAD 83(1997)-  33 39 19.07425(N)    091 13 57.00490(W)     ADJUSTED  
 DG4764* NAVD 88     -        44.73   (meters)     146.8    (feet)  GPS OBS   
 DG4764  ___________________________________________________________________
 DG4764  X           -    -114,313.745 (meters)                     COMP
 DG4764  Y           -  -5,313,328.708 (meters)                     COMP
 DG4764  Z           -   3,514,695.096 (meters)                     COMP
 DG4764  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DG4764  ELLIP HEIGHT-          18.26  (meters)          (03/17/04) GPS OBS
 DG4764  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DG4764
 DG4764  HORZ ORDER  -  FIRST
 DG4764  ELLP ORDER  -  FOURTH    CLASS II
 DG4764
 DG4764.The horizontal coordinates were established by GPS observations
 DG4764.and adjusted by the National Geodetic Survey in March 2004..
 DG4764
 DG4764.The orthometric height was determined by GPS observations and a
 DG4764.high-resolution geoid model using precise GPS observation and
 DG4764.processing techniques.
 DG4764
 DG4764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4764
 DG4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4764
 DG4764.The ellipsoidal height was determined by GPS observations
 DG4764.and is referenced to NAD 83.
 DG4764
 DG4764.The geoid height was determined by GEOID03.
 DG4764
 DG4764;                    North         East     Units Scale Factor Converg.
 DG4764;SPC AR S     -   509,918.400   471,185.392   MT  0.99994022   +0 25 46.4
 DG4764;SPC AR S     - 1,672,957.28  1,545,880.74   sFT  0.99994022   +0 25 46.4
 DG4764;UTM  15      - 3,725,338.443   663,891.120   MT  0.99993115   +0 58 47.1
 DG4764
 DG4764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4764!SPC AR S     -   0.99999713  x   0.99994022  =   0.99993735
 DG4764!UTM  15      -   0.99999713  x   0.99993115  =   0.99992828
 DG4764
 DG4764                          SUPERSEDED SURVEY CONTROL
 DG4764
 DG4764.No superseded survey control is available for this station.
 DG4764
 DG4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6389125338(NAD 83)
 DG4764_MARKER: DD = SURVEY DISK
 DG4764_SETTING: 0 = UNSPECIFIED SETTING
 DG4764_STAMPING: L 18 42
 DG4764_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4764+STABILITY: POSITION/ELEVATION WELL
 DG4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4764+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 DG4764
 DG4764  HISTORY     - Date     Condition        Report By
 DG4764  HISTORY     - UNK      MONUMENTED
 DG4764  HISTORY     - 20020914 GOOD             PYBURN
 DG4764  HISTORY     - 20030728 GOOD             EMCINC
 DG4764
 DG4764                          STATION DESCRIPTION
 DG4764
 DG4764'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4764'THE STATION IS LOCATED 20 MILES NORTH NORTHWEST OF
 DG4764'REENVILLE,MISSISSIPPI, 23 MILES NORTH OF LAKE VILLAGE, ARKANSAS, 4
 DG4764'MILES NORTH OF ARKANSASCITY, ARKANSAS, 9 MILES EAST OF MCGEHEE,
 DG4764'ARKANSAS, ON THE WEST BANK OF THEMISSISSIPPI RIVER.OWNERSHIP IS BY
 DG4764'USCETO REACH THE STATION FROM THE INTERSETION OF U.S. ROUTE 65
 DG4764'NDARKANSAS CITY, ARKANSAS, TO A T INTERSECTION, TURN RIGHT AND PROCEED
 DG4764'0.35 MILES EAST ONSTATE ROUTE 4 (ALSO CALLED SPRAGUE STREET) TO ITS
 DG4764'INTERSECTION WITH DESOTO STREET ANDTHE TOE OF THE MISSISSIPPI RIVER
 DG4764'LEVEE, GO  0.25 MILES SOUTH ON DESOTO STREET UPTHE RAMP TO THE TOP OF
 DG4764'THE LEVEE.  PROCEED 4.9 MILES NORTH ALONG THE TOP OF THE LEVEE TO THE
 DG4764'STATION ON THE LEFT, LOCATED AT THE PROTECTED SIDE TOE OF THE
 DG4764'EVEE.THE STATION IS LOCATED AT LEVEE STATION 550+00,25 FEET WEST OF
 DG4764'THE PROTECTED SIDE TOE OF LEVEE, 160 FEET WEST OF THE CENTERLINE OF
 DG4764'THE LEVEE, 250 FEET SOUTH OF FENCE POST AT TOE OF LEVEE. THE STATION
 DG4764'IS SURROUNDED BY 4 STEEL POST WHICH PROJECT 4 FEET ABOVE THE GROUND.
 DG4764'THE STATION IS A 1 1/2 INCH PIPE WITH A BRASS DISK INSIDE OF A 3 INCH
 DG4764'STEEL CASING.  THE CASING CAP WITH THE ORIGINAL STAMPING IS MISSING.
 DG4764' 
 DG4764'
 DG4764
 DG4764                          STATION RECOVERY (2003)
 DG4764
 DG4764'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DG4764'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DG4764'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0729 ***********************************************************************
 FF0729  DESIGNATION -  L 180
 FF0729  PID         -  FF0729
 FF0729  STATE/COUNTY-  AR/CRAIGHEAD
 FF0729  USGS QUAD   -  HERMAN (1980)
 FF0729
 FF0729                         *CURRENT SURVEY CONTROL
 FF0729  ___________________________________________________________________
 FF0729* NAD 83(1986)-  35 51 12.     (N)    090 45 05.     (W)     SCALED    
 FF0729* NAVD 88     -        87.966  (meters)     288.60   (feet)  ADJUSTED  
 FF0729  ___________________________________________________________________
 FF0729  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0729  DYNAMIC HT  -          87.892 (meters)     288.36  (feet)  COMP
 FF0729  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 FF0729
 FF0729  VERT ORDER  -  FIRST     CLASS II
 FF0729
 FF0729.The horizontal coordinates were scaled from a topographic map and have
 FF0729.an estimated accuracy of +/- 6 seconds.
 FF0729
 FF0729.The orthometric height was determined by differential leveling
 FF0729.and adjusted by the National Geodetic Survey in June 1991..
 FF0729
 FF0729.The geoid height was determined by GEOID03.
 FF0729
 FF0729.The dynamic height is computed by dividing the NAVD 88
 FF0729.geopotential number by the normal gravity value computed on the
 FF0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0729.degrees latitude (g = 980.6199 gals.).
 FF0729
 FF0729.The modeled gravity was interpolated from observed gravity values.
 FF0729
 FF0729;                    North         East    Units  Estimated Accuracy
 FF0729;SPC AR N     -   169,350.      512,780.      MT  (+/- 180 meters Scaled)
 FF0729
 FF0729                          SUPERSEDED SURVEY CONTROL
 FF0729
 FF0729  NGVD 29 (??/??/??)   87.879  (m)          288.32   (f) ADJUSTED    1 2
 FF0729
 FF0729.Superseded values are not recommended for survey control.
 FF0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0729.See file dsdata.txt to determine how the superseded data were derived.
 FF0729
 FF0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV030700(NAD 83)
 FF0729_MARKER: DB = BENCH MARK DISK
 FF0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0729_STAMPING: L 180 1956
 FF0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0729+STABILITY: SURFACE MOTION
 FF0729
 FF0729  HISTORY     - Date     Condition        Report By
 FF0729  HISTORY     - 1956     MONUMENTED       CGS
 FF0729  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0729  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0729
 FF0729                          STATION DESCRIPTION
 FF0729
 FF0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0729'2.7 MI W FROM JONESBORO.
 FF0729'2.7 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0729'THE STATION AT JONESBORO, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 FF0729'51 1/2 FEET NORTH OF NORTH RAIL, 57 FEET NORTH-NORTHEAST OF
 FF0729'CENTER OF CROSSING, 35 FEET NORTHWEST OF TELEPHONE POLE NO. 417/8,
 FF0729'25 FEET EAST OF CENTER LINE OF ROAD, 9 1/2 FEET EAST-NORTHEAST OF
 FF0729'TELEPHONE POLE NO. 1614/1 ON A NORTH-SOUTH TELEPHONE LINE, 8 FEET
 FF0729'SOUTHEAST OF A FENCE CORNER, 2 1/2 FEET SOUTH OF A FENCE LINE, 2
 FF0729'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 1/2 FEET
 FF0729'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0729'4 INCHES.
 FF0729
 FF0729                          STATION RECOVERY (1978)
 FF0729
 FF0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0729'MARK NOT FOUND.
 FF0729
 FF0729                          STATION RECOVERY (1978)
 FF0729
 FF0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1188 ***********************************************************************
 FF1188  DESIGNATION -  L 181
 FF1188  PID         -  FF1188
 FF1188  STATE/COUNTY-  AR/CROSS
 FF1188  USGS QUAD   -  TILTON (1980)
 FF1188
 FF1188                         *CURRENT SURVEY CONTROL
 FF1188  ___________________________________________________________________
 FF1188* NAD 83(1986)-  35 20 17.     (N)    091 00 37.     (W)     SCALED    
 FF1188* NAVD 88     -        68.007  (meters)     223.12   (feet)  ADJUSTED  
 FF1188  ___________________________________________________________________
 FF1188  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF1188  DYNAMIC HT  -          67.947 (meters)     222.92  (feet)  COMP
 FF1188  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 FF1188
 FF1188  VERT ORDER  -  FIRST     CLASS II
 FF1188
 FF1188.The horizontal coordinates were scaled from a topographic map and have
 FF1188.an estimated accuracy of +/- 6 seconds.
 FF1188
 FF1188.The orthometric height was determined by differential leveling
 FF1188.and adjusted by the National Geodetic Survey in June 1991..
 FF1188
 FF1188.The geoid height was determined by GEOID03.
 FF1188
 FF1188.The dynamic height is computed by dividing the NAVD 88
 FF1188.geopotential number by the normal gravity value computed on the
 FF1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1188.degrees latitude (g = 980.6199 gals.).
 FF1188
 FF1188.The modeled gravity was interpolated from observed gravity values.
 FF1188
 FF1188;                    North         East    Units  Estimated Accuracy
 FF1188;SPC AR N     -   111,920.      489,970.      MT  (+/- 180 meters Scaled)
 FF1188
 FF1188                          SUPERSEDED SURVEY CONTROL
 FF1188
 FF1188  NGVD 29 (??/??/??)   67.965  (m)          222.98   (f) ADJUSTED    1 2
 FF1188
 FF1188.Superseded values are not recommended for survey control.
 FF1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1188.See file dsdata.txt to determine how the superseded data were derived.
 FF1188
 FF1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV808123(NAD 83)
 FF1188_MARKER: DB = BENCH MARK DISK
 FF1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1188_STAMPING: L 181 1956
 FF1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1188+STABILITY: SURFACE MOTION
 FF1188
 FF1188  HISTORY     - Date     Condition        Report By
 FF1188  HISTORY     - 1956     MONUMENTED       CGS
 FF1188  HISTORY     - 20030612 MARK NOT FOUND   USACE
 FF1188
 FF1188                          STATION DESCRIPTION
 FF1188
 FF1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1188'4.4 MI S FROM HICKORY RIDGE.
 FF1188'4.4 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 FF1188'STATION AT HICKORY RIDGE, AT AN EAST-WEST DIRT ROAD CROSSING,
 FF1188'ACROSS TRACK FROM POINT BETWEEN TELEPHONE POLES 166/01 AND MILE
 FF1188'POLE 166, 46 FEET WEST OF WEST RAIL, 26 FEET SOUTH OF CENTER LINE
 FF1188'OF DIRT ROAD, 60 1/2 FEET SOUTHWEST OF CENTER OF CROSSING, 27 FEET
 FF1188'SOUTHWEST OF CROSSING WARNING SIGN, 42 FEET NORTH-NORTHWEST OF A
 FF1188'TELEPHONE POLE (THE FIRST POLE SOUTH OF CROSSING ON WEST SIDE OF
 FF1188'TRACK), 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 FF1188'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF1188'3 INCHES.
 FF1188
 FF1188                          STATION RECOVERY (2003)
 FF1188
 FF1188'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0797 ***********************************************************************
 FF0797  DESIGNATION -  L 182
 FF0797  PID         -  FF0797
 FF0797  STATE/COUNTY-  AR/POINSETT
 FF0797  USGS QUAD   -  HARRISBURG (1983)
 FF0797
 FF0797                         *CURRENT SURVEY CONTROL
 FF0797  ___________________________________________________________________
 FF0797* NAD 83(1986)-  35 32 30.     (N)    090 43 16.     (W)     SCALED    
 FF0797* NAVD 88     -        87.166  (meters)     285.98   (feet)  ADJUSTED  
 FF0797  ___________________________________________________________________
 FF0797  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FF0797  DYNAMIC HT  -          87.089 (meters)     285.72  (feet)  COMP
 FF0797  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FF0797
 FF0797  VERT ORDER  -  FIRST     CLASS II
 FF0797
 FF0797.The horizontal coordinates were scaled from a topographic map and have
 FF0797.an estimated accuracy of +/- 6 seconds.
 FF0797
 FF0797.The orthometric height was determined by differential leveling
 FF0797.and adjusted by the National Geodetic Survey in June 1991..
 FF0797
 FF0797.The geoid height was determined by GEOID03.
 FF0797
 FF0797.The dynamic height is computed by dividing the NAVD 88
 FF0797.geopotential number by the normal gravity value computed on the
 FF0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0797.degrees latitude (g = 980.6199 gals.).
 FF0797
 FF0797.The modeled gravity was interpolated from observed gravity values.
 FF0797
 FF0797;                    North         East    Units  Estimated Accuracy
 FF0797;SPC AR N     -   134,810.      515,960.      MT  (+/- 180 meters Scaled)
 FF0797
 FF0797                          SUPERSEDED SURVEY CONTROL
 FF0797
 FF0797  NGVD 29 (??/??/??)   87.108  (m)          285.79   (f) ADJUSTED    1 2
 FF0797
 FF0797.Superseded values are not recommended for survey control.
 FF0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0797.See file dsdata.txt to determine how the superseded data were derived.
 FF0797
 FF0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065355(NAD 83)
 FF0797_MARKER: DB = BENCH MARK DISK
 FF0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0797_SP_SET: CULVERT
 FF0797_STAMPING: L 182 1956
 FF0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0797+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FF0797
 FF0797  HISTORY     - Date     Condition        Report By
 FF0797  HISTORY     - 1956     MONUMENTED       CGS
 FF0797  HISTORY     - 20020807 GOOD             USACE
 FF0797
 FF0797                          STATION DESCRIPTION
 FF0797
 FF0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0797'1.4 MI S FROM HARRISBURG.
 FF0797'1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0797'STATION AT HARRISBURG, ABOUT 0.1 MILE NORTH OF A PRIVATE ROAD
 FF0797'CROSSING, ACROSS THE TRACK FROM TELEPHONE POLE NO. 258/05, 68
 FF0797'FEET WEST OF WEST RAIL, 21 FEET EAST OF CENTER LINE OF STATE
 FF0797'HIGHWAY 1, IN THE TOP OF THE NORTH END OF EAST HEAD WALL
 FF0797'OF A 4-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY 1, ABOUT 2 FEET
 FF0797'BELOW LEVEL OF TRACK AND ABOUT LEVEL WITH HIGHWAY.
 FF0797
 FF0797                          STATION RECOVERY (2002)
 FF0797
 FF0797'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0094 ***********************************************************************
 FF0094  DESIGNATION -  L 184
 FF0094  PID         -  FF0094
 FF0094  STATE/COUNTY-  AR/CRAIGHEAD
 FF0094  USGS QUAD   -  LAKE CITY (1983)
 FF0094
 FF0094                         *CURRENT SURVEY CONTROL
 FF0094  ___________________________________________________________________
 FF0094* NAD 83(1986)-  35 50 12.     (N)    090 22 35.     (W)     SCALED    
 FF0094* NAVD 88     -        69.876  (meters)     229.25   (feet)  POSTED    
 FF0094  ___________________________________________________________________
 FF0094  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0094  DYNAMIC HT  -          69.820 (meters)     229.07  (feet)  COMP
 FF0094  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 FF0094
 FF0094  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0094
 FF0094.The horizontal coordinates were scaled from a topographic map and have
 FF0094.an estimated accuracy of +/- 6 seconds.
 FF0094
 FF0094.The orthometric height was determined by differential leveling
 FF0094.and adjusted by the National Geodetic Survey in 1992..
 FF0094.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0094.rate of 0.0 thru 1.0 mm/km.
 FF0094
 FF0094.The geoid height was determined by GEOID03.
 FF0094
 FF0094.The dynamic height is computed by dividing the NAVD 88
 FF0094.geopotential number by the normal gravity value computed on the
 FF0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0094.degrees latitude (g = 980.6199 gals.).
 FF0094
 FF0094.The modeled gravity was interpolated from observed gravity values.
 FF0094
 FF0094;                    North         East    Units  Estimated Accuracy
 FF0094;SPC AR N     -   167,990.      546,680.      MT  (+/- 180 meters Scaled)
 FF0094
 FF0094                          SUPERSEDED SURVEY CONTROL
 FF0094
 FF0094  NGVD 29 (??/??/??)   69.835  (m)          229.12   (f) ADJUSTED    1 2
 FF0094
 FF0094.Superseded values are not recommended for survey control.
 FF0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0094.See file dsdata.txt to determine how the superseded data were derived.
 FF0094
 FF0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV369690(NAD 83)
 FF0094_MARKER: DB = BENCH MARK DISK
 FF0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0094_STAMPING: L 184 1956
 FF0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0094+STABILITY: SURFACE MOTION
 FF0094
 FF0094  HISTORY     - Date     Condition        Report By
 FF0094  HISTORY     - 1956     MONUMENTED       CGS
 FF0094  HISTORY     - 20020731 MARK NOT FOUND   USACE
 FF0094
 FF0094                          STATION DESCRIPTION
 FF0094
 FF0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0094'0.5 MI SW FROM BLACK OAK.
 FF0094'ABOUT 0.5 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0094'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 135 AT BLACK OAK, AT
 FF0094'A NORTH-SOUTH DIRT ROAD CROSSING, 36 FEET NORTH-NORTHWEST OF
 FF0094'NEAR RAIL OF TRACK, 23 FEET EAST OF CENTER LINE OF DIRT ROAD,
 FF0094'4 1/2 FEET EAST OF TELEPHONE POLE NO. 1285, 2 FEET SOUTH-SOUTHEAST
 FF0094'OF A FENCE LINE, 10 1/2 FEET EAST-NORTHEAST OF A FENCE CORNER,
 FF0094'60 FEET NORTH AND ACROSS TRACK FROM CROSSING SIGN, 37 FEET EAST
 FF0094'AND ACROSS ROAD FROM A POWER POLE, ABOUT 1 1/2 FEET BELOW LEVEL
 FF0094'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FF0094'INCHES.
 FF0094
 FF0094                          STATION RECOVERY (2002)
 FF0094
 FF0094'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0094'RR NO LONGER EXISTS. LOCATION IS A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1856 ***********************************************************************
 FE1856  DESIGNATION -  L 185
 FE1856  PID         -  FE1856
 FE1856  STATE/COUNTY-  AR/MISSISSIPPI
 FE1856  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1856
 FE1856                         *CURRENT SURVEY CONTROL
 FE1856  ___________________________________________________________________
 FE1856* NAD 83(1986)-  35 52 47.     (N)    089 59 52.     (W)     SCALED    
 FE1856* NAVD 88     -        73.780  (meters)     242.06   (feet)  ADJUSTED  
 FE1856  ___________________________________________________________________
 FE1856  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE1856  DYNAMIC HT  -          73.718 (meters)     241.86  (feet)  COMP
 FE1856  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 FE1856
 FE1856  VERT ORDER  -  FIRST     CLASS II
 FE1856
 FE1856.The horizontal coordinates were scaled from a topographic map and have
 FE1856.an estimated accuracy of +/- 6 seconds.
 FE1856
 FE1856.The orthometric height was determined by differential leveling
 FE1856.and adjusted by the National Geodetic Survey in June 1991..
 FE1856
 FE1856.The geoid height was determined by GEOID03.
 FE1856
 FE1856.The dynamic height is computed by dividing the NAVD 88
 FE1856.geopotential number by the normal gravity value computed on the
 FE1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1856.degrees latitude (g = 980.6199 gals.).
 FE1856
 FE1856.The modeled gravity was interpolated from observed gravity values.
 FE1856
 FE1856;                    North         East    Units  Estimated Accuracy
 FE1856;SPC AR N     -   173,400.      580,780.      MT  (+/- 180 meters Scaled)
 FE1856
 FE1856                          SUPERSEDED SURVEY CONTROL
 FE1856
 FE1856  NGVD 29 (??/??/??)   73.744  (m)          241.94   (f) ADJUSTED    1 2
 FE1856
 FE1856.Superseded values are not recommended for survey control.
 FE1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1856.See file dsdata.txt to determine how the superseded data were derived.
 FE1856
 FE1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE293747(NAD 83)
 FE1856_MARKER: DB = BENCH MARK DISK
 FE1856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1856_SP_SET: CULVERT
 FE1856_STAMPING: L 185 1956
 FE1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1856
 FE1856  HISTORY     - Date     Condition        Report By
 FE1856  HISTORY     - 1956     MONUMENTED       CGS
 FE1856  HISTORY     - 1987     GOOD             USPSQD
 FE1856  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1856
 FE1856                          STATION DESCRIPTION
 FE1856
 FE1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1856'3 MI NE FROM DELL.
 FE1856'2.95 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FE1856'FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL, SOUTHEAST AND
 FE1856'ACROSS TRACK FROM MILE POLE 244, BETWEEN TELEPHONE POLES NO. 248
 FE1856'AND 249, NORTHWEST AND ACROSS STATE HIGHWAY 18 FROM POWER
 FE1856'TRANSMISSION POLE NO. 146, SOUTH OF SMALL RAILROAD TRESTLE NO.
 FE1856'244.0, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL
 FE1856'OF A 5-FOOT CONCRETE CULVERT UNDER STATE HIGHWAY 18, 22 FEET
 FE1856'NORTHWEST OF CENTER LINE OF HIGHWAY, 59 FEET SOUTHEAST OF
 FE1856'SOUTHEAST RAIL AND ABOUT LEVEL WITH HIGHWAY.
 FE1856
 FE1856                          STATION RECOVERY (1987)
 FE1856
 FE1856'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1856'RECOVERED IN GOOD CONDITION.
 FE1856
 FE1856                          STATION RECOVERY (2002)
 FE1856
 FE1856'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1856'THE STATION HAS BEEN DESTROYED DUE TO HWY WIDENING AND NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0157 ***********************************************************************
 GE0157  DESIGNATION -  L 187
 GE0157  PID         -  GE0157
 GE0157  STATE/COUNTY-  AR/GREENE
 GE0157  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0157
 GE0157                         *CURRENT SURVEY CONTROL
 GE0157  ___________________________________________________________________
 GE0157* NAD 83(1986)-  36 02 58.     (N)    090 29 06.     (W)     SCALED    
 GE0157* NAVD 88     -        81.086  (meters)     266.03   (feet)  ADJUSTED  
 GE0157  ___________________________________________________________________
 GE0157  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GE0157  DYNAMIC HT  -          81.018 (meters)     265.81  (feet)  COMP
 GE0157  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 GE0157
 GE0157  VERT ORDER  -  FIRST     CLASS II
 GE0157
 GE0157.The horizontal coordinates were scaled from a topographic map and have
 GE0157.an estimated accuracy of +/- 6 seconds.
 GE0157
 GE0157.The orthometric height was determined by differential leveling
 GE0157.and adjusted by the National Geodetic Survey in June 1991..
 GE0157
 GE0157.The geoid height was determined by GEOID03.
 GE0157
 GE0157.The dynamic height is computed by dividing the NAVD 88
 GE0157.geopotential number by the normal gravity value computed on the
 GE0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0157.degrees latitude (g = 980.6199 gals.).
 GE0157
 GE0157.The modeled gravity was interpolated from observed gravity values.
 GE0157
 GE0157;                    North         East    Units  Estimated Accuracy
 GE0157;SPC AR N     -   191,440.      536,500.      MT  (+/- 180 meters Scaled)
 GE0157
 GE0157                          SUPERSEDED SURVEY CONTROL
 GE0157
 GE0157  NGVD 29 (??/??/92)   81.076  (m)          266.00   (f) ADJ UNCH    1 2
 GE0157
 GE0157.Superseded values are not recommended for survey control.
 GE0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0157.See file dsdata.txt to determine how the superseded data were derived.
 GE0157
 GE0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV265923(NAD 83)
 GE0157_MARKER: DB = BENCH MARK DISK
 GE0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0157_STAMPING: L 187 1956
 GE0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0157+STABILITY: SURFACE MOTION
 GE0157
 GE0157  HISTORY     - Date     Condition        Report By
 GE0157  HISTORY     - 1956     MONUMENTED       CGS
 GE0157  HISTORY     - 20020320 MARK NOT FOUND   USACE
 GE0157
 GE0157                          STATION DESCRIPTION
 GE0157
 GE0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0157'0.4 MI S FROM PARAGOULD.
 GE0157'AT PARAGOULD, ABOUT 0.35 MILE SOUTH ALONG PEKIN STREET FROM THE
 GE0157'ST. LOUIS SOUTHWESTERN RAILWAY STATION, 28 FEET WEST OF CENTER
 GE0157'LINE OF PEKIN STREET, 143 FEET NORTHEAST OF NORTHEAST CORNER OF
 GE0157'ELY-WALKER GARMENT FACTORY, 40 FEET SOUTHWEST OF CENTER OF
 GE0157'JUNCTION OF PEKIN STREET AND EAST PARK STREET LEADING WEST, 28
 GE0157'FEET SOUTH OF CENTER LINE OF EAST PARK STREET, 15 1/2 FEET
 GE0157'SOUTHWEST OF SOUTH END OF A 24-INCH PIPE CULVERT UNDER EAST PARK
 GE0157'STREET, 1 FOOT SOUTH OF SOUTH EDGE OF A SIDE WALK, ABOUT LEVEL
 GE0157'WITH SIDE WALK AND SET IN THE TOP OF A CONCRETE POST.
 GE0157
 GE0157                          STATION RECOVERY (2002)
 GE0157
 GE0157'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0084 ***********************************************************************
 GE0084  DESIGNATION -  L 188
 GE0084  PID         -  GE0084
 GE0084  STATE/COUNTY-  AR/CLAY
 GE0084  USGS QUAD   -  RECTOR (1984)
 GE0084
 GE0084                         *CURRENT SURVEY CONTROL
 GE0084  ___________________________________________________________________
 GE0084* NAD 83(1986)-  36 16 22.     (N)    090 16 47.     (W)     SCALED    
 GE0084* NAVD 88     -        88.089  (meters)     289.01   (feet)  ADJUSTED  
 GE0084  ___________________________________________________________________
 GE0084  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE0084  DYNAMIC HT  -          88.017 (meters)     288.77  (feet)  COMP
 GE0084  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GE0084
 GE0084  VERT ORDER  -  FIRST     CLASS II
 GE0084
 GE0084.The horizontal coordinates were scaled from a topographic map and have
 GE0084.an estimated accuracy of +/- 6 seconds.
 GE0084
 GE0084.The orthometric height was determined by differential leveling
 GE0084.and adjusted by the National Geodetic Survey in June 1991..
 GE0084
 GE0084.The geoid height was determined by GEOID03.
 GE0084
 GE0084.The dynamic height is computed by dividing the NAVD 88
 GE0084.geopotential number by the normal gravity value computed on the
 GE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0084.degrees latitude (g = 980.6199 gals.).
 GE0084
 GE0084.The modeled gravity was interpolated from observed gravity values.
 GE0084
 GE0084;                    North         East    Units  Estimated Accuracy
 GE0084;SPC AR N     -   216,520.      554,560.      MT  (+/- 180 meters Scaled)
 GE0084
 GE0084                          SUPERSEDED SURVEY CONTROL
 GE0084
 GE0084  NGVD 29 (??/??/92)   88.081  (m)          288.98   (f) ADJ UNCH    1 2
 GE0084
 GE0084.Superseded values are not recommended for survey control.
 GE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0084.See file dsdata.txt to determine how the superseded data were derived.
 GE0084
 GE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA443176(NAD 83)
 GE0084_MARKER: DB = BENCH MARK DISK
 GE0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0084_SP_SET: PIER
 GE0084_STAMPING: L 188 1956
 GE0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0084
 GE0084  HISTORY     - Date     Condition        Report By
 GE0084  HISTORY     - 1956     MONUMENTED       CGS
 GE0084  HISTORY     - 20020801 POOR             USACE
 GE0084
 GE0084                          STATION DESCRIPTION
 GE0084
 GE0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0084'0.8 MI NE FROM RECTOR.
 GE0084'ABOUT 0.85 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0084'RAILWAY FROM THE STATION AT RECTOR, ABOUT 12 TELEPHONE POLES
 GE0084'NORTHEAST OF MILE POLE 85, IN THE TOP OF THE SOUTHEAST END OF
 GE0084'THE FIRST CONCRETE PIER SOUTHWEST OF NORTHEAST ABUTMENT OF
 GE0084'RAILROAD BRIDGE NO. 84.58 OVER VANCEL CREEK, 10 FEET SOUTHEAST
 GE0084'OF SOUTHEAST RAIL, 26 FEET SOUTHWEST OF NORTHEAST ABUTMENT,
 GE0084'1 FOOT NORTHWEST OF SOUTHEAST END OF PIER AND ABOUT 5 FEET BELOW
 GE0084'LEVEL OF TRACK.
 GE0084
 GE0084                          STATION RECOVERY (2002)
 GE0084
 GE0084'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0084'STATION DESTROYED.
 GE0084'STEM IN TACT BUT DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1845 ***********************************************************************
 FE1845  DESIGNATION -  L 189
 FE1845  PID         -  FE1845
 FE1845  STATE/COUNTY-  AR/MISSISSIPPI
 FE1845  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1845
 FE1845                         *CURRENT SURVEY CONTROL
 FE1845  ___________________________________________________________________
 FE1845* NAD 83(1986)-  35 57 32.     (N)    089 57 26.     (W)     SCALED    
 FE1845* NAVD 88     -        76.347  (meters)     250.48   (feet)  ADJUSTED  
 FE1845  ___________________________________________________________________
 FE1845  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE1845  DYNAMIC HT  -          76.283 (meters)     250.27  (feet)  COMP
 FE1845  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 FE1845
 FE1845  VERT ORDER  -  FIRST     CLASS II
 FE1845
 FE1845.This mark is at Arkansas Int Airport (BYH)
 FE1845
 FE1845.The horizontal coordinates were scaled from a topographic map and have
 FE1845.an estimated accuracy of +/- 6 seconds.
 FE1845
 FE1845.The orthometric height was determined by differential leveling
 FE1845.and adjusted by the National Geodetic Survey in June 1991..
 FE1845
 FE1845.The geoid height was determined by GEOID03.
 FE1845
 FE1845.The dynamic height is computed by dividing the NAVD 88
 FE1845.geopotential number by the normal gravity value computed on the
 FE1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1845.degrees latitude (g = 980.6199 gals.).
 FE1845
 FE1845.The modeled gravity was interpolated from observed gravity values.
 FE1845
 FE1845;                    North         East    Units  Estimated Accuracy
 FE1845;SPC AR N     -   182,260.      584,260.      MT  (+/- 180 meters Scaled)
 FE1845
 FE1845                          SUPERSEDED SURVEY CONTROL
 FE1845
 FE1845  NGVD 29 (??/??/??)   76.299  (m)          250.32   (f) ADJUSTED    1 2
 FE1845
 FE1845.Superseded values are not recommended for survey control.
 FE1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1845.See file dsdata.txt to determine how the superseded data were derived.
 FE1845
 FE1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE332834(NAD 83)
 FE1845_MARKER: DB = BENCH MARK DISK
 FE1845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1845_SP_SET: CONCRETE BASE
 FE1845_STAMPING: L 189 1956
 FE1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1845
 FE1845  HISTORY     - Date     Condition        Report By
 FE1845  HISTORY     - 1956     MONUMENTED       CGS
 FE1845  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1845
 FE1845                          STATION DESCRIPTION
 FE1845
 FE1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1845'4.2 MI NW FROM BLYTHEVILLE.
 FE1845'3.75 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 151 FROM THE
 FE1845'JUNCTION OF U.S. HIGHWAY 61 AT BLYTHEVILLE, THENCE ABOUT 0.45
 FE1845'MILE EAST ALONG 4-LANE DIVIDED ENTRANCE ROAD TO BLYTHEVILLE
 FE1845'AIR FORCE BASE, 21 1/2 FEET SOUTH OF SOUTH CURB OF ENTRANCE ROAD,
 FE1845'99 FEET NORTH-NORTHWEST OF NORTHEAST CORNER OF AFB HEADQUARTERS
 FE1845'BUILDING, 1 FOOT NORTH OF FLAG POLE AND IN THE TOP OF NORTH SIDE
 FE1845'OF CURCULAR CONCRETE BASE OF FLAG POLE AND ABOUT 1 FOOT ABOVE
 FE1845'STREET.
 FE1845
 FE1845                          STATION RECOVERY (2002)
 FE1845
 FE1845'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0857 ***********************************************************************
 FG0857  DESIGNATION -  L 19
 FG0857  PID         -  FG0857
 FG0857  STATE/COUNTY-  AR/JOHNSON
 FG0857  USGS QUAD   -  LUDWIG (1980)
 FG0857
 FG0857                         *CURRENT SURVEY CONTROL
 FG0857  ___________________________________________________________________
 FG0857* NAD 83(1986)-  35 33 59.     (N)    093 26 09.     (W)     SCALED    
 FG0857* NAVD 88     -       270.778  (meters)     888.38   (feet)  ADJUSTED  
 FG0857  ___________________________________________________________________
 FG0857  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FG0857  DYNAMIC HT  -         270.521 (meters)     887.53  (feet)  COMP
 FG0857  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 FG0857
 FG0857  VERT ORDER  -  SECOND    CLASS 0
 FG0857
 FG0857.The horizontal coordinates were scaled from a topographic map and have
 FG0857.an estimated accuracy of +/- 6 seconds.
 FG0857
 FG0857.The orthometric height was determined by differential leveling
 FG0857.and adjusted by the National Geodetic Survey in June 1991..
 FG0857
 FG0857.The geoid height was determined by GEOID03.
 FG0857
 FG0857.The dynamic height is computed by dividing the NAVD 88
 FG0857.geopotential number by the normal gravity value computed on the
 FG0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0857.degrees latitude (g = 980.6199 gals.).
 FG0857
 FG0857.The modeled gravity was interpolated from observed gravity values.
 FG0857
 FG0857;                    North         East    Units  Estimated Accuracy
 FG0857;SPC AR N     -   137,750.      269,850.      MT  (+/- 180 meters Scaled)
 FG0857
 FG0857                          SUPERSEDED SURVEY CONTROL
 FG0857
 FG0857  NGVD 29 (??/??/92)  270.760  (m)          888.32   (f) ADJ UNCH    2 0
 FG0857
 FG0857.Superseded values are not recommended for survey control.
 FG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0857.See file dsdata.txt to determine how the superseded data were derived.
 FG0857
 FG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV605359(NAD 83)
 FG0857_MARKER: DB = BENCH MARK DISK
 FG0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0857_STAMPING: 888.318 L 19 1932
 FG0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0857+STABILITY: SURFACE MOTION
 FG0857
 FG0857  HISTORY     - Date     Condition        Report By
 FG0857  HISTORY     - 1932     MONUMENTED       CGS
 FG0857  HISTORY     - 1935     GOOD             NGS
 FG0857
 FG0857                          STATION DESCRIPTION
 FG0857
 FG0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG0857'1.6 MI E FROM CLARKSVILLE.
 FG0857'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 64 FROM CLARKSVILLE, JOHNSON
 FG0857'COUNTY, THENCE ABOUT 6.9 MILES NORTH ALONG STATE HIGHWAY 21, IN THE NW
 FG0857'1/4 SEC. 35, T. 11 N., R. 23 W., AT THE NORTH END OF A CURVE, ABOUT
 FG0857'100 YARDS NORTH OF A CATTLE GUARD, 126 FEET WEST OF THE CENTER LINE OF
 FG0857'THE HIGHWAY, ABOUT 60 FEET EAST OF THE NORTHEAST CORNER OF THE MRS. B.
 FG0857'RIDDELL HOUSE, AND 1 FOOT EAST OF A POINT 45 FEET NORTH OF THE
 FG0857'SOUTHEAST CORNER OF THE FRONT YARD.  A STANDARD DISK, STAMPED 888.318
 FG0857'L 19 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FG0857
 FG0857                          STATION RECOVERY (1935)
 FG0857
 FG0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4765 ***********************************************************************
 DG4765  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4765  DESIGNATION -  L 19 69
 DG4765  PID         -  DG4765
 DG4765  STATE/COUNTY-  AR/CHICOT
 DG4765  USGS QUAD   -  RED LEAF (1970)
 DG4765
 DG4765                         *CURRENT SURVEY CONTROL
 DG4765  ___________________________________________________________________
 DG4765* NAD 83(1997)-  33 18 14.66518(N)    091 11 19.28092(W)     ADJUSTED  
 DG4765* NAVD 88     -        39.52   (meters)     129.7    (feet)  GPS OBS   
 DG4765  ___________________________________________________________________
 DG4765  X           -    -110,696.495 (meters)                     COMP
 DG4765  Y           -  -5,334,895.183 (meters)                     COMP
 DG4765  Z           -   3,482,200.322 (meters)                     COMP
 DG4765  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DG4765  ELLIP HEIGHT-          13.24  (meters)          (03/17/04) GPS OBS
 DG4765  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DG4765
 DG4765  HORZ ORDER  -  FIRST
 DG4765  ELLP ORDER  -  FOURTH    CLASS II
 DG4765
 DG4765.The horizontal coordinates were established by GPS observations
 DG4765.and adjusted by the National Geodetic Survey in March 2004..
 DG4765
 DG4765.The orthometric height was determined by GPS observations and a
 DG4765.high-resolution geoid model using precise GPS observation and
 DG4765.processing techniques.
 DG4765
 DG4765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4765
 DG4765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4765
 DG4765.The ellipsoidal height was determined by GPS observations
 DG4765.and is referenced to NAD 83.
 DG4765
 DG4765.The geoid height was determined by GEOID03.
 DG4765
 DG4765;                    North         East     Units Scale Factor Converg.
 DG4765;SPC AR S     -   470,996.862   475,557.604   MT  0.99999910   +0 27 14.7
 DG4765;SPC AR S     - 1,545,262.20  1,560,225.24   sFT  0.99999910   +0 27 14.7
 DG4765;UTM  15      - 3,686,461.295   668,633.564   MT  0.99995062   +0 59 41.3
 DG4765
 DG4765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4765!SPC AR S     -   0.99999792  x   0.99999910  =   0.99999702
 DG4765!UTM  15      -   0.99999792  x   0.99995062  =   0.99994854
 DG4765
 DG4765                          SUPERSEDED SURVEY CONTROL
 DG4765
 DG4765.No superseded survey control is available for this station.
 DG4765
 DG4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6863486461(NAD 83)
 DG4765_MARKER: DD = SURVEY DISK
 DG4765_SETTING: 0 = UNSPECIFIED SETTING
 DG4765_STAMPING: L 19 69
 DG4765_MARK LOGO: USACE 
 DG4765_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4765+STABILITY: POSITION/ELEVATION WELL
 DG4765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4765+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 DG4765
 DG4765  HISTORY     - Date     Condition        Report By
 DG4765  HISTORY     - 1984     MONUMENTED
 DG4765  HISTORY     - 20020917 GOOD             PYBURN
 DG4765  HISTORY     - 20030730 GOOD             EMCINC
 DG4765
 DG4765                          STATION DESCRIPTION
 DG4765
 DG4765'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4765'THE STATION IS LOCATED 11 MILES SOUTHWEST OF GREENVILLE, MS,6 MILES
 DG4765'EAST OF LAKE VILLAGE, ARKANSAS, 14 MILES NORTHEAST OF EUDORA,
 DG4765'ARKANSAS, IT ISON THEWEST BANK OF THE MISSISSIPPI RIVER AND IS LOCATED
 DG4765'IN THE RIGHT OF WAY FOR THE MISSISSIPPIRIVER LEVEE.OWNERSHIP IS BY USA
 DG4765'COETO REACH THE STATION FROM THE WEST END OF THE U.S. ROUTE 82BRIDGE
 DG4765'OVER THE MISSISSIPPI RIVER PROCEED 0.3 MILES WEST ON U.S. 82 TO
 DG4765'TSINTERSECTION WITHSUNNYSIDE ROAD, TURN RIGHT ON SUNNYSIDE ROAD AND
 DG4765'PROCEED 0.2 MILES NORTHERLY TOIMMIGRANT ROAD, TURN RIGHT AND PROCEED
 DG4765'0.3 MILES EASSTERLY ON IMMIGRANT ROADTO THE TOPOF THE MISSISSIPPI
 DG4765'RIVER LEVEE, TURN LEFT AND PROCEED 1.6 MILES NORTHERLY ALONG THETOP OF
 DG4765'THE LEVEE TO THE STATION ON THE LEFT.THE STATION IS LOCATED 250 FEET
 DG4765'EAST OF THEMISSISSIPPI RIVER LEVEE, 165 EAST OF THE TOE OF THE LEVEE,
 DG4765'2 FEET WEST OF A BARBWIRE FENCE,2 FEET SOUTH OF THE YELLOW WITNESS
 DG4765'POST,  64 FEET SOUTH OF SUNNYSIDE ROAD, ATLEVEE STATION 2453+00.  THE
 DG4765'MONUMENT IS A STANDARD USCE 3 1/2 INCH BRASS DISK,ATTACHED TO THE TOP
 DG4765'OFA DEEP ROD WHICH IS HOUSED IN A STEEL SLEEVE.
 DG4765
 DG4765                          STATION RECOVERY (2003)
 DG4765
 DG4765'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DG4765'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DG4765'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0220 ***********************************************************************
 GE0220  DESIGNATION -  L 190
 GE0220  PID         -  GE0220
 GE0220  STATE/COUNTY-  AR/CLAY
 GE0220  USGS QUAD   -  KNOBEL (1993)
 GE0220
 GE0220                         *CURRENT SURVEY CONTROL
 GE0220  ___________________________________________________________________
 GE0220* NAD 83(1986)-  36 16 45.     (N)    090 34 43.     (W)     SCALED    
 GE0220* NAVD 88     -        86.153  (meters)     282.65   (feet)  ADJUSTED  
 GE0220  ___________________________________________________________________
 GE0220  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GE0220  DYNAMIC HT  -          86.084 (meters)     282.43  (feet)  COMP
 GE0220  MODELED GRAV-     979,820.3   (mgal)                       NAVD 88
 GE0220
 GE0220  VERT ORDER  -  FIRST     CLASS II
 GE0220
 GE0220.The horizontal coordinates were scaled from a topographic map and have
 GE0220.an estimated accuracy of +/- 6 seconds.
 GE0220
 GE0220.The orthometric height was determined by differential leveling
 GE0220.and adjusted by the National Geodetic Survey in June 1991..
 GE0220
 GE0220.The geoid height was determined by GEOID03.
 GE0220
 GE0220.The dynamic height is computed by dividing the NAVD 88
 GE0220.geopotential number by the normal gravity value computed on the
 GE0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0220.degrees latitude (g = 980.6199 gals.).
 GE0220
 GE0220.The modeled gravity was interpolated from observed gravity values.
 GE0220
 GE0220;                    North         East    Units  Estimated Accuracy
 GE0220;SPC AR N     -   216,800.      527,700.      MT  (+/- 180 meters Scaled)
 GE0220
 GE0220                          SUPERSEDED SURVEY CONTROL
 GE0220
 GE0220  NGVD 29 (??/??/92)   86.146  (m)          282.63   (f) ADJ UNCH    1 2
 GE0220
 GE0220.Superseded values are not recommended for survey control.
 GE0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0220.See file dsdata.txt to determine how the superseded data were derived.
 GE0220
 GE0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA174176(NAD 83)
 GE0220_MARKER: DB = BENCH MARK DISK
 GE0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0220_STAMPING: L 190 1956
 GE0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0220+STABILITY: SURFACE MOTION
 GE0220
 GE0220  HISTORY     - Date     Condition        Report By
 GE0220  HISTORY     - 1956     MONUMENTED       CGS
 GE0220  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0220
 GE0220                          STATION DESCRIPTION
 GE0220
 GE0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0220'3.2 MI SE FROM KNOBEL.
 GE0220'3.2 MILES SOUTHEAST ALONG THE MISSOURI PAICIFC RAILROAD FROM THE
 GE0220'STATION AT KNOBEL, ABOUT 1.25 MILES NORTHWEST OF THE GREENE CLAY
 GE0220'COUNTY LINE, ABOUT 6 TELEPHONE POLES SOUTHEAST OF CROSSING OF A
 GE0220'PRIVATE ROAD LEADING TO A HOUSE ON SOUTHWEST SIDE OF TRACK,
 GE0220'ABOUT 4 1/4 POLES NORTHWEST OF MILE POLE 202, 46 1/2 FEET
 GE0220'NORTHEAST OF NORTHEAST RAIL, 38 FEET SOUTH-SOUTHWEST OF A 30-INCH
 GE0220'WHITE OAK TREE, 42 FEET NORTHWEST OF TELEPHONE POLE NO. 201/26,
 GE0220'1 1/2 FEET SOUTHWEST OF A FENCE LINE, 2 1/2 FEET NORTHWEST OF A
 GE0220'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND
 GE0220'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0220
 GE0220                          STATION RECOVERY (2002)
 GE0220
 GE0220'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0386 ***********************************************************************
 DL0386  DESIGNATION -  L 192 X
 DL0386  PID         -  DL0386
 DL0386  STATE/COUNTY-  AR/CLARK
 DL0386  USGS QUAD   -  CURTIS (1970)
 DL0386
 DL0386                         *CURRENT SURVEY CONTROL
 DL0386  ___________________________________________________________________
 DL0386* NAD 83(1986)-  33 58 15.     (N)    093 06 36.     (W)     SCALED    
 DL0386* NAVD 88     -        54.120  (meters)     177.56   (feet)  ADJUSTED  
 DL0386  ___________________________________________________________________
 DL0386  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0386  DYNAMIC HT  -          54.066 (meters)     177.38  (feet)  COMP
 DL0386  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 DL0386
 DL0386  VERT ORDER  -  FIRST     CLASS II
 DL0386
 DL0386.The horizontal coordinates were scaled from a topographic map and have
 DL0386.an estimated accuracy of +/- 6 seconds.
 DL0386
 DL0386.The orthometric height was determined by differential leveling
 DL0386.and adjusted by the National Geodetic Survey in June 1991..
 DL0386
 DL0386.The geoid height was determined by GEOID03.
 DL0386
 DL0386.The dynamic height is computed by dividing the NAVD 88
 DL0386.geopotential number by the normal gravity value computed on the
 DL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0386.degrees latitude (g = 980.6199 gals.).
 DL0386
 DL0386.The modeled gravity was interpolated from observed gravity values.
 DL0386
 DL0386;                    North         East    Units  Estimated Accuracy
 DL0386;SPC AR S     -   545,200.      297,430.      MT  (+/- 180 meters Scaled)
 DL0386
 DL0386                          SUPERSEDED SURVEY CONTROL
 DL0386
 DL0386  NGVD 29 (??/??/92)   54.128  (m)          177.58   (f) ADJ UNCH    1 2
 DL0386
 DL0386.Superseded values are not recommended for survey control.
 DL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0386.See file dsdata.txt to determine how the superseded data were derived.
 DL0386
 DL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT898589(NAD 83)
 DL0386_MARKER: DB = BENCH MARK DISK
 DL0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0386_SP_SET: ABUTMENT
 DL0386_STAMPING: L 192 X 1959
 DL0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0386
 DL0386  HISTORY     - Date     Condition        Report By
 DL0386  HISTORY     - 1959     MONUMENTED       CGS
 DL0386  HISTORY     - 1960     GOOD             NGS
 DL0386
 DL0386                          STATION DESCRIPTION
 DL0386
 DL0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0386'4.2 MI NE FROM GURDON.
 DL0386'ABOUT 4.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0386'STATION AT GURDON, 2 POLES SOUTH OF MILEPOLE 422, SET IN THE TOP OF
 DL0386'THE WEST END OF THE SOUTH CONCRETE ABUTMENT AT THE SOUTH END OF
 DL0386'CONCRETE BRIDGE NO. 422.0, 6 1/2 FEET WEST OF THE WEST RAIL, AND ABOUT
 DL0386'2 FEET BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0307 ***********************************************************************
 DL0307  DESIGNATION -  L 193 X
 DL0307  PID         -  DL0307
 DL0307  STATE/COUNTY-  AR/OUACHITA
 DL0307  USGS QUAD   -  BRAGG CITY (1985)
 DL0307
 DL0307                         *CURRENT SURVEY CONTROL
 DL0307  ___________________________________________________________________
 DL0307* NAD 83(1986)-  33 38 22.     (N)    092 54 34.     (W)     SCALED    
 DL0307* NAVD 88     -        34.403  (meters)     112.87   (feet)  ADJUSTED  
 DL0307  ___________________________________________________________________
 DL0307  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DL0307  DYNAMIC HT  -          34.367 (meters)     112.75  (feet)  COMP
 DL0307  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 DL0307
 DL0307  VERT ORDER  -  FIRST     CLASS II
 DL0307
 DL0307.The horizontal coordinates were scaled from a topographic map and have
 DL0307.an estimated accuracy of +/- 6 seconds.
 DL0307
 DL0307.The orthometric height was determined by differential leveling
 DL0307.and adjusted by the National Geodetic Survey in June 1991..
 DL0307
 DL0307.The geoid height was determined by GEOID03.
 DL0307
 DL0307.The dynamic height is computed by dividing the NAVD 88
 DL0307.geopotential number by the normal gravity value computed on the
 DL0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0307.degrees latitude (g = 980.6199 gals.).
 DL0307
 DL0307.The modeled gravity was interpolated from observed gravity values.
 DL0307
 DL0307;                    North         East    Units  Estimated Accuracy
 DL0307;SPC AR S     -   508,270.      315,630.      MT  (+/- 180 meters Scaled)
 DL0307
 DL0307                          SUPERSEDED SURVEY CONTROL
 DL0307
 DL0307  NGVD 29 (??/??/92)   34.424  (m)          112.94   (f) ADJ UNCH    1 2
 DL0307
 DL0307.Superseded values are not recommended for survey control.
 DL0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0307.See file dsdata.txt to determine how the superseded data were derived.
 DL0307
 DL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT083221(NAD 83)
 DL0307_MARKER: DB = BENCH MARK DISK
 DL0307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0307_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0307_STAMPING: L 193 X 1959
 DL0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0307
 DL0307  HISTORY     - Date     Condition        Report By
 DL0307  HISTORY     - 1959     MONUMENTED       CGS
 DL0307  HISTORY     - 1960     GOOD             NGS
 DL0307  HISTORY     - 1964     GOOD             NGS
 DL0307
 DL0307                          STATION DESCRIPTION
 DL0307
 DL0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0307'6.75 NW FROM CAMDEN.
 DL0307'ABOUT 6.75 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0307'THE STATION AT CAMDEN, 13 1/2 FEET EAST OF THE 3RD TELEPHONE POLE
 DL0307'SOUTHEAST OF MILEPOST 453, IN SECTION 36, T 12 S, R 18 W, 6 RAILS
 DL0307'SOUTHEAST OF THE SOUTHEAST END OF A SIDING, 5 RAILS SOUTHEAST OF THE
 DL0307'SOUTHEAST END OF TRESTLE 453, 40 1/2 FEET NORTHEAST OF THE NORTHEAST
 DL0307'RAIL, 5 FEET SOUTH OF A 10-INCH OAK TREE USED AS A FENCE POST IN FENCE
 DL0307'LINE, 4 1/2 FEET SOUTHWEST OF A FENCE, 3 FEET BELOW THE TRACKS, ON TOP
 DL0307'OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT.
 DL0307
 DL0307                          STATION RECOVERY (1964)
 DL0307
 DL0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0415 ***********************************************************************
 DL0415  DESIGNATION -  L 196
 DL0415  PID         -  DL0415
 DL0415  STATE/COUNTY-  AR/OUACHITA
 DL0415  USGS QUAD   -  CHIDESTER (1973)
 DL0415
 DL0415                         *CURRENT SURVEY CONTROL
 DL0415  ___________________________________________________________________
 DL0415* NAD 83(1986)-  33 42 00.     (N)    093 01 23.     (W)     SCALED    
 DL0415* NAVD 88     -        90.332  (meters)     296.36   (feet)  ADJUSTED  
 DL0415  ___________________________________________________________________
 DL0415  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DL0415  DYNAMIC HT  -          90.240 (meters)     296.06  (feet)  COMP
 DL0415  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 DL0415
 DL0415  VERT ORDER  -  FIRST     CLASS II
 DL0415
 DL0415.The horizontal coordinates were scaled from a topographic map and have
 DL0415.an estimated accuracy of +/- 6 seconds.
 DL0415
 DL0415.The orthometric height was determined by differential leveling
 DL0415.and adjusted by the National Geodetic Survey in June 1991..
 DL0415
 DL0415.The geoid height was determined by GEOID03.
 DL0415
 DL0415.The dynamic height is computed by dividing the NAVD 88
 DL0415.geopotential number by the normal gravity value computed on the
 DL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0415.degrees latitude (g = 980.6199 gals.).
 DL0415
 DL0415.The modeled gravity was interpolated from observed gravity values.
 DL0415
 DL0415;                    North         East    Units  Estimated Accuracy
 DL0415;SPC AR S     -   515,080.      305,160.      MT  (+/- 180 meters Scaled)
 DL0415
 DL0415                          SUPERSEDED SURVEY CONTROL
 DL0415
 DL0415  NGVD 29 (??/??/92)   90.350  (m)          296.42   (f) ADJ UNCH    1 2
 DL0415
 DL0415.Superseded values are not recommended for survey control.
 DL0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0415.See file dsdata.txt to determine how the superseded data were derived.
 DL0415
 DL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT978288(NAD 83)
 DL0415_MARKER: DB = BENCH MARK DISK
 DL0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0415_SP_SET: CONCRETE FOOTING
 DL0415_STAMPING: L 196 1960
 DL0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0415
 DL0415  HISTORY     - Date     Condition        Report By
 DL0415  HISTORY     - 1960     MONUMENTED       CGS
 DL0415  HISTORY     - 1964     GOOD             NGS
 DL0415
 DL0415                          STATION DESCRIPTION
 DL0415
 DL0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0415'0.35 MI SW FROM CHIDESTER.
 DL0415'ABOUT 0.35 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 DL0415'AT CHIDESTER, IN SECTION 11, T 12 S, R 19 W, AT THE CITY WATER TOWER,
 DL0415'SET IN THE TOP OF THE NORTH CORNER OF THE WEST CONCRETE FOOTING OF THE
 DL0415'TOWER, 261 FEET SOUTHEAST OF THE CENTER LINE OF THE ASPHALT ROAD, AND
 DL0415'PROJECTING 5 INCHES ABOVE THE GROUND.
 DL0415
 DL0415                          STATION RECOVERY (1964)
 DL0415
 DL0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0373 ***********************************************************************
 DL0373  DESIGNATION -  L 197
 DL0373  PID         -  DL0373
 DL0373  STATE/COUNTY-  AR/OUACHITA
 DL0373  USGS QUAD   -  CAMDEN (1985)
 DL0373
 DL0373                         *CURRENT SURVEY CONTROL
 DL0373  ___________________________________________________________________
 DL0373* NAD 83(1986)-  33 35 49.     (N)    092 49 03.     (W)     SCALED    
 DL0373* NAVD 88     -        35.098  (meters)     115.15   (feet)  ADJUSTED  
 DL0373  ___________________________________________________________________
 DL0373  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0373  DYNAMIC HT  -          35.062 (meters)     115.03  (feet)  COMP
 DL0373  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 DL0373
 DL0373  VERT ORDER  -  FIRST     CLASS II
 DL0373
 DL0373.The horizontal coordinates were scaled from a topographic map and have
 DL0373.an estimated accuracy of +/- 6 seconds.
 DL0373
 DL0373.The orthometric height was determined by differential leveling
 DL0373.and adjusted by the National Geodetic Survey in June 1991..
 DL0373
 DL0373.The geoid height was determined by GEOID03.
 DL0373
 DL0373.The dynamic height is computed by dividing the NAVD 88
 DL0373.geopotential number by the normal gravity value computed on the
 DL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0373.degrees latitude (g = 980.6199 gals.).
 DL0373
 DL0373.The modeled gravity was interpolated from observed gravity values.
 DL0373
 DL0373;                    North         East    Units  Estimated Accuracy
 DL0373;SPC AR S     -   503,480.      324,130.      MT  (+/- 180 meters Scaled)
 DL0373
 DL0373                          SUPERSEDED SURVEY CONTROL
 DL0373
 DL0373  NGVD 29 (??/??/92)   35.126  (m)          115.24   (f) ADJ UNCH    1 2
 DL0373
 DL0373.Superseded values are not recommended for survey control.
 DL0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0373.See file dsdata.txt to determine how the superseded data were derived.
 DL0373
 DL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT169174(NAD 83)
 DL0373_MARKER: DB = BENCH MARK DISK
 DL0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0373_SP_SET: PILLAR
 DL0373_STAMPING: L 197 1960
 DL0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0373
 DL0373  HISTORY     - Date     Condition        Report By
 DL0373  HISTORY     - 1960     MONUMENTED       CGS
 DL0373  HISTORY     - 1964     GOOD             NGS
 DL0373
 DL0373                          STATION DESCRIPTION
 DL0373
 DL0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0373'1.55 MI NE FROM CAMDEN.
 DL0373'ABOUT 0.55 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD
 DL0373'FROM THE MISSOURI PACIFIC RAILROAD STATION AT CAMDEN, THENCE 1.0 MILE
 DL0373'NORTHEAST ALONG U.S. HIGHWAY 79 AND STATE HIGHWAY 7 AND 4, ABOUT ON
 DL0373'THE LINE OF SECTIONS 13 AND 14, T 13 S, R 17 W, AT THE NORTHEAST END
 DL0373'OF A CONCRETE HIGHWAY BRIDGE OVER THE OUACHITA RIVER, 105 FEET
 DL0373'SOUTHWEST OF THE JUNCTION WITH STATE HIGHWAY 7, 48 FEET SOUTHWEST OF
 DL0373'THE NORTHEAST END OF THE BRIDGE, 20 FEET NORTHWEST OF THE CENTER LINE
 DL0373'OF THE HIGHWAY, 8 INCHES NORTHWEST OF THE NORTHEAST END OF THE
 DL0373'NORTHWEST STEEL GIRDER OF THE BRIDGE, ABOUT 5 FEET BELOW THE LEVEL OF
 DL0373'THE HIGHWAY, IN THE TOP OF THE NORTHWEST END OF A CONCRETE PILLAR.
 DL0373
 DL0373                          STATION RECOVERY (1964)
 DL0373
 DL0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0222 ***********************************************************************
 DL0222  DESIGNATION -  L 198
 DL0222  PID         -  DL0222
 DL0222  STATE/COUNTY-  AR/UNION
 DL0222  USGS QUAD   -  SMACKOVER (1985)
 DL0222
 DL0222                         *CURRENT SURVEY CONTROL
 DL0222  ___________________________________________________________________
 DL0222* NAD 83(1986)-  33 20 26.     (N)    092 39 36.     (W)     SCALED    
 DL0222* NAVD 88     -        62.971  (meters)     206.60   (feet)  ADJUSTED  
 DL0222  ___________________________________________________________________
 DL0222  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0222  DYNAMIC HT  -          62.904 (meters)     206.38  (feet)  COMP
 DL0222  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 DL0222
 DL0222  VERT ORDER  -  FIRST     CLASS II
 DL0222
 DL0222.The horizontal coordinates were scaled from a topographic map and have
 DL0222.an estimated accuracy of +/- 6 seconds.
 DL0222
 DL0222.The orthometric height was determined by differential leveling
 DL0222.and adjusted by the National Geodetic Survey in June 1991..
 DL0222
 DL0222.The geoid height was determined by GEOID03.
 DL0222
 DL0222.The dynamic height is computed by dividing the NAVD 88
 DL0222.geopotential number by the normal gravity value computed on the
 DL0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0222.degrees latitude (g = 980.6199 gals.).
 DL0222
 DL0222.The modeled gravity was interpolated from observed gravity values.
 DL0222
 DL0222;                    North         East    Units  Estimated Accuracy
 DL0222;SPC AR S     -   474,940.      338,560.      MT  (+/- 180 meters Scaled)
 DL0222
 DL0222                          SUPERSEDED SURVEY CONTROL
 DL0222
 DL0222  NGVD 29 (??/??/92)   63.007  (m)          206.72   (f) ADJ UNCH    1 2
 DL0222
 DL0222.Superseded values are not recommended for survey control.
 DL0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0222.See file dsdata.txt to determine how the superseded data were derived.
 DL0222
 DL0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS316890(NAD 83)
 DL0222_MARKER: DB = BENCH MARK DISK
 DL0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0222_SP_SET: FOUNDATION
 DL0222_STAMPING: L 198 1960
 DL0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0222
 DL0222  HISTORY     - Date     Condition        Report By
 DL0222  HISTORY     - 1960     MONUMENTED       CGS
 DL0222  HISTORY     - 1964     GOOD             NGS
 DL0222
 DL0222                          STATION DESCRIPTION
 DL0222
 DL0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0222'2.0 MI N FROM NORPHLET.
 DL0222'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0222'STATION AT NORPHLET, THENCE 1.7 MILES NORTH ALONG AN ASPHALT ROAD, IN
 DL0222'SECTION 9, T 16 S, R 15 W, 0.1 MILE NORTHEAST OF THE CREST OF A HILL,
 DL0222'SET IN THE TOP OF A 13-INCH OIL WELL CASING WHICH HAS BEEN PLUGED AND
 DL0222'FILLED WITH CONCRETE, 62 FEET NORTHWEST OF THE CENTER LINE OF THE
 DL0222'ROAD, 86 FEET EAST-NORTHEAST OF A POWER POLE, 46 FEET SOUTHEAST OF A
 DL0222'ROW OF POWER POLES, 3 FEET SOUTHEAST OF A CONCRETE FOUNDATION WITH A
 DL0222'6-INCH WATER WELL CASING PROJECTING 1 FOOT ABOVE THE FOUNDATION, IN
 DL0222'THE CENTER OF 4 CONCRETE FOOTINGS OF A DERRICK WHICH HAS BEEN REMOVED
 DL0222'FROM THE FOOTINGS, 3.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 5
 DL0222'1/2 FEET ABOVE THE ROAD, AND ABOUT LEVEL WITH THE GROUND.
 DL0222
 DL0222                          STATION RECOVERY (1964)
 DL0222
 DL0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0842 ***********************************************************************
 DL0842  DESIGNATION -  L 199
 DL0842  PID         -  DL0842
 DL0842  STATE/COUNTY-  AR/LAFAYETTE
 DL0842  USGS QUAD   -  BRADLEY (1978)
 DL0842
 DL0842                         *CURRENT SURVEY CONTROL
 DL0842  ___________________________________________________________________
 DL0842* NAD 83(1986)-  33 06 24.     (N)    093 43 24.     (W)     SCALED    
 DL0842* NAVD 88     -        64.372  (meters)     211.19   (feet)  ADJUSTED  
 DL0842  ___________________________________________________________________
 DL0842  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0842  DYNAMIC HT  -          64.302 (meters)     210.96  (feet)  COMP
 DL0842  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 DL0842
 DL0842  VERT ORDER  -  FIRST     CLASS II
 DL0842
 DL0842.The horizontal coordinates were scaled from a topographic map and have
 DL0842.an estimated accuracy of +/- 6 seconds.
 DL0842
 DL0842.The orthometric height was determined by differential leveling
 DL0842.and adjusted by the National Geodetic Survey in June 1991..
 DL0842
 DL0842.The geoid height was determined by GEOID03.
 DL0842
 DL0842.The dynamic height is computed by dividing the NAVD 88
 DL0842.geopotential number by the normal gravity value computed on the
 DL0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0842.degrees latitude (g = 980.6199 gals.).
 DL0842
 DL0842.The modeled gravity was interpolated from observed gravity values.
 DL0842
 DL0842;                    North         East    Units  Estimated Accuracy
 DL0842;SPC AR S     -   450,160.      239,140.      MT  (+/- 180 meters Scaled)
 DL0842
 DL0842                          SUPERSEDED SURVEY CONTROL
 DL0842
 DL0842  NGVD 29 (??/??/92)   64.433  (m)          211.39   (f) ADJ UNCH    1 2
 DL0842
 DL0842.Superseded values are not recommended for survey control.
 DL0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0842.See file dsdata.txt to determine how the superseded data were derived.
 DL0842
 DL0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS325633(NAD 83)
 DL0842_MARKER: DB = BENCH MARK DISK
 DL0842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0842_SP_SET: COTTON GIN
 DL0842_STAMPING: L 199 1960
 DL0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0842
 DL0842  HISTORY     - Date     Condition        Report By
 DL0842  HISTORY     - 1960     MONUMENTED       CGS
 DL0842  HISTORY     - 1963     GOOD             NGS
 DL0842
 DL0842                          STATION DESCRIPTION
 DL0842
 DL0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0842'4.7 MI W FROM BRADLEY.
 DL0842'ABOUT 4.7 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0842'SOUTHWESTERN RAILWAY STATION AT BRADLEY, AT GIN CITY WHERE THE HIGHWAY
 DL0842'MAKES A 90 DEGREE TURN TO THE NORTH, 86 FEET NORTH OF THE CENTER LINE
 DL0842'OF THE HIGHWAY LEADING WEST, 97 FEET EAST OF THE CENTER LINE OF THE
 DL0842'HIGHWAY LEADING NORTH, SET IN THE TOP OF THE WEST EDGE OF CONCRETE
 DL0842'BASE OF THE SOUTHWEST LEG OF A COTTON SEED LOADING HOPPER, 120 FEET
 DL0842'NORTHEAST OF THE CENTER OF INTERSECTION, 20 FEET NORTHWEST OF
 DL0842'SOUTHWEST CORNER OF COTTON GIN, ABOUT 1 FOOT ABOVE THE GROUND.
 DL0842
 DL0842                          STATION RECOVERY (1963)
 DL0842
 DL0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0485 ***********************************************************************
 GE0485  DESIGNATION -  L 2
 GE0485  PID         -  GE0485
 GE0485  STATE/COUNTY-  AR/LAWRENCE
 GE0485  USGS QUAD   -  BLACK ROCK (1974)
 GE0485
 GE0485                         *CURRENT SURVEY CONTROL
 GE0485  ___________________________________________________________________
 GE0485* NAD 83(1986)-  36 06 26.     (N)    091 05 35.     (W)     SCALED    
 GE0485* NAVD 88     -        79.813  (meters)     261.85   (feet)  ADJUSTED  
 GE0485  ___________________________________________________________________
 GE0485  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GE0485  DYNAMIC HT  -          79.747 (meters)     261.64  (feet)  COMP
 GE0485  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 GE0485
 GE0485  VERT ORDER  -  FIRST     CLASS II
 GE0485
 GE0485.The horizontal coordinates were scaled from a topographic map and have
 GE0485.an estimated accuracy of +/- 6 seconds.
 GE0485
 GE0485.The orthometric height was determined by differential leveling
 GE0485.and adjusted by the National Geodetic Survey in January 1995..
 GE0485.WARNING-Repeat measurements at this control monument indicate possible
 GE0485.vertical movement.
 GE0485
 GE0485.The geoid height was determined by GEOID03.
 GE0485
 GE0485.The dynamic height is computed by dividing the NAVD 88
 GE0485.geopotential number by the normal gravity value computed on the
 GE0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0485.degrees latitude (g = 980.6199 gals.).
 GE0485
 GE0485.The modeled gravity was interpolated from observed gravity values.
 GE0485
 GE0485;                    North         East    Units  Estimated Accuracy
 GE0485;SPC AR N     -   197,180.      481,660.      MT  (+/- 180 meters Scaled)
 GE0485
 GE0485                          SUPERSEDED SURVEY CONTROL
 GE0485
 GE0485  NAVD 88 (06/15/91)   79.869  (m)          262.04   (f) UNKNOWN     1 2
 GE0485  NGVD 29 (10/05/93)   79.722  (m)          261.55   (f) ADJUSTED    1 2
 GE0485
 GE0485.Superseded values are not recommended for survey control.
 GE0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0485.See file dsdata.txt to determine how the superseded data were derived.
 GE0485
 GE0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV716975(NAD 83)
 GE0485_MARKER: DB = BENCH MARK DISK
 GE0485_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GE0485+WITH SETTING: PAVEMENT
 GE0485_SP_SET: SIGNAL BASE
 GE0485_STAMPING: L 2 1928 261.797
 GE0485_MARK LOGO: CGS   
 GE0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0485+STABILITY: SURFACE MOTION
 GE0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0485+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE0485
 GE0485  HISTORY     - Date     Condition        Report By
 GE0485  HISTORY     - 1928     MONUMENTED       CGS
 GE0485  HISTORY     - 1944     GOOD             NGS
 GE0485  HISTORY     - 19920323 GOOD             NGS
 GE0485  HISTORY     - 20021026 GOOD             USACE
 GE0485
 GE0485                          STATION DESCRIPTION
 GE0485
 GE0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0485'AT BLACK ROCK.
 GE0485'AT BLACK ROCK, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY 360 FEET
 GE0485'SOUTH OF THE STATION, 11 FEET EAST OF THE CENTERLINE OF THE MAIN
 GE0485'TRACK, AT SEMAPHORE 3902, AND IN THE NORTHWEST CORNER OF THE
 GE0485'CONCRETE BASE.
 GE0485
 GE0485                          STATION RECOVERY (1944)
 GE0485
 GE0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0485'RECOVERED IN GOOD CONDITION.
 GE0485
 GE0485                          STATION RECOVERY (1992)
 GE0485
 GE0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0485'0.4 KM (0.25 MI) EASTERLY ALONG MAIN STREET FROM THE JUNCTION OF STATE
 GE0485'HIGHWAY 117 IN BLACK ROCK, IN THE NORTHWEST CORNER OF THE CONCRETE
 GE0485'BASE OF A SWITCH STAND, 73.5 M (241.1 FT) NORTH OF THE STREET CENTER,
 GE0485'2.8 M (9.2 FT) EAST OF THE NEAR RAIL OF BURLINGTON NORTHERN RAILROAD,
 GE0485'AND LEVEL WITH THE TRACK.
 GE0485
 GE0485                          STATION RECOVERY (2002)
 GE0485
 GE0485'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0124 ***********************************************************************
 FH0124  DESIGNATION -  L 20
 FH0124  PID         -  FH0124
 FH0124  STATE/COUNTY-  AR/SEBASTIAN
 FH0124  USGS QUAD   -  GREENWOOD (1987)
 FH0124
 FH0124                         *CURRENT SURVEY CONTROL
 FH0124  ___________________________________________________________________
 FH0124* NAD 83(1986)-  35 08 47.     (N)    094 16 15.     (W)     SCALED    
 FH0124* NAVD 88     -       198.698  (meters)     651.89   (feet)  POSTED    
 FH0124  ___________________________________________________________________
 FH0124  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FH0124  DYNAMIC HT  -         198.500 (meters)     651.25  (feet)  COMP
 FH0124  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 FH0124
 FH0124  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FH0124
 FH0124.The horizontal coordinates were scaled from a topographic map and have
 FH0124.an estimated accuracy of +/- 6 seconds.
 FH0124
 FH0124.The orthometric height was determined by differential leveling
 FH0124.and adjusted by the National Geodetic Survey in 1992..
 FH0124.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FH0124.rate of 1.1 thru 2.0 mm/km.
 FH0124
 FH0124.The geoid height was determined by GEOID03.
 FH0124
 FH0124.The dynamic height is computed by dividing the NAVD 88
 FH0124.geopotential number by the normal gravity value computed on the
 FH0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0124.degrees latitude (g = 980.6199 gals.).
 FH0124
 FH0124.The modeled gravity was interpolated from observed gravity values.
 FH0124
 FH0124;                    North         East    Units  Estimated Accuracy
 FH0124;SPC AR N     -    92,590.      193,100.      MT  (+/- 180 meters Scaled)
 FH0124
 FH0124                          SUPERSEDED SURVEY CONTROL
 FH0124
 FH0124  NGVD 29 (??/??/92)  198.593  (m)          651.55   (f) ADJ UNCH    1 2
 FH0124
 FH0124.Superseded values are not recommended for survey control.
 FH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0124.See file dsdata.txt to determine how the superseded data were derived.
 FH0124
 FH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU842900(NAD 83)
 FH0124_MARKER: DB = BENCH MARK DISK
 FH0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0124_SP_SET: CULVERT
 FH0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0124
 FH0124  HISTORY     - Date     Condition        Report By
 FH0124  HISTORY     - UNK      MONUMENTED       CGS
 FH0124  HISTORY     - 1931     GOOD             NGS
 FH0124  HISTORY     - 1969     MARK NOT FOUND   USGS
 FH0124  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0124
 FH0124                          STATION DESCRIPTION
 FH0124
 FH0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FH0124'6.2 MI S FROM GREENWOOD.
 FH0124'THE MARK IS LOCATED ON HIGH-WAY U.S. 71 6.27 MILES SOUTH
 FH0124'OF THE TOWN OF GREENWOOD AND ON THE EAST EDGE OF THE PAVEMENT.
 FH0124'THE MARK IS 4.15 MILES SOUTH OF P.B.M. K - 20, 7.0 FT. EAST OF
 FH0124'THE EAST EDGE OF THE PAVEMENT IN THE NORTH END OF CONCRETE CULVERT.
 FH0124
 FH0124                          STATION RECOVERY (1969)
 FH0124
 FH0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FH0124'MARK NOT FOUND.
 FH0124
 FH0124                          STATION RECOVERY (1985)
 FH0124
 FH0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0124'SEARCHED FOR BUT NOT RECOVERED, POSSIBLY TAKEN OUT WHEN NEW CULVERT
 FH0124'WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4763 ***********************************************************************
 DG4763  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4763  DESIGNATION -  L 20 48
 DG4763  PID         -  DG4763
 DG4763  STATE/COUNTY-  AR/CHICOT
 DG4763  USGS QUAD   -  AVON (1970)
 DG4763
 DG4763                         *CURRENT SURVEY CONTROL
 DG4763  ___________________________________________________________________
 DG4763* NAD 83(1997)-  33 11 03.48036(N)    091 06 20.16236(W)     ADJUSTED  
 DG4763* NAVD 88     -        37.86   (meters)     124.2    (feet)  GPS OBS   
 DG4763  ___________________________________________________________________
 DG4763  X           -    -103,100.378 (meters)                     COMP
 DG4763  Y           -  -5,342,329.773 (meters)                     COMP
 DG4763  Z           -   3,471,089.498 (meters)                     COMP
 DG4763  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DG4763  ELLIP HEIGHT-          11.62  (meters)          (03/17/04) GPS OBS
 DG4763  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DG4763
 DG4763  HORZ ORDER  -  FIRST
 DG4763  ELLP ORDER  -  FOURTH    CLASS II
 DG4763
 DG4763.The horizontal coordinates were established by GPS observations
 DG4763.and adjusted by the National Geodetic Survey in March 2004..
 DG4763
 DG4763.The orthometric height was determined by GPS observations and a
 DG4763.high-resolution geoid model using precise GPS observation and
 DG4763.processing techniques.
 DG4763
 DG4763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4763
 DG4763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4763
 DG4763.The ellipsoidal height was determined by GPS observations
 DG4763.and is referenced to NAD 83.
 DG4763
 DG4763.The geoid height was determined by GEOID03.
 DG4763
 DG4763;                    North         East     Units Scale Factor Converg.
 DG4763;SPC AR S     -   457,777.720   483,411.531   MT  1.00002766   +0 30 02.1
 DG4763;SPC AR S     - 1,501,892.40  1,585,992.66   sFT  1.00002766   +0 30 02.1
 DG4763;UTM  15      - 3,673,317.171   676,611.055   MT  0.99998458   +1 02 13.7
 DG4763
 DG4763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4763!SPC AR S     -   0.99999818  x   1.00002766  =   1.00002584
 DG4763!UTM  15      -   0.99999818  x   0.99998458  =   0.99998276
 DG4763
 DG4763                          SUPERSEDED SURVEY CONTROL
 DG4763
 DG4763.No superseded survey control is available for this station.
 DG4763
 DG4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7661173317(NAD 83)
 DG4763_MARKER: DD = SURVEY DISK
 DG4763_SETTING: 0 = UNSPECIFIED SETTING
 DG4763_STAMPING: L 20 48
 DG4763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4763+STABILITY: POSITION/ELEVATION WELL
 DG4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4763+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 DG4763
 DG4763  HISTORY     - Date     Condition        Report By
 DG4763  HISTORY     - UNK      MONUMENTED
 DG4763  HISTORY     - 20020917 GOOD             PYBURN
 DG4763  HISTORY     - 20030731 GOOD             EMCINC
 DG4763
 DG4763                          STATION DESCRIPTION
 DG4763
 DG4763'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4763'THE STATION IS LOCATED 16 MILES SOUTH/SOUTHWEST OF
 DG4763'REENVILLE,MISSISSIPPI,  10 MILES NORTHEAST OF EUDORA, ARKANSAS, AND 8
 DG4763'MILES SOUTHEAST OFLAKE VILLAGE,ARKANSAS, ON THE WEST BANK OF THE
 DG4763'MISSISSIPPI RIVER.OWNERSHIP IS BY CORPS OF ENGINEERSTO REACH THE
 DG4763'STATION FROM GREENVILLE, MISSISSIPPI, CROSS THETHE MISSISSIPPI RIVER
 DG4763'BRIDGE INTO CHICOT COUNTY ARKANSAS, PROCEED WESTERLYALONG U.S. ROUTE
 DG4763'82 FOR APPROXIMATELY 1 MILE TO THE INTERSECTION OF U.S. 82 AND
 DG4763'ARKANSASSTATE ROUTE 142, TURN LEFT ONTO ROUTE 142 AND PROCEED 5.0
 DG4763'MILES SOUTHEASTERLY TO THEMISSISSIPPI RIVER LEVEE, GO TO THE TOP OF
 DG4763'THE LEVEE AND TURN RIGHT, PROCEED 3.3 MILESSOUTHERLY ALONG THE GRAVEL
 DG4763'ROAD ON TOP OF THE LEVEE TO THE STATION ON THE RIGHT.THE STATION IS
 DG4763'LOCATED 122 FEET NORTHWEST OF A STEEL POST MARKING LEVEE STATION 3000,
 DG4763'ITIS 140 FEET NORTHWEST OF THE CENTERLINE OF THEMISSISSIPPI RIVER
 DG4763'LEVEE, AND 100 FEET SOUTHEAST OF THE WOODS LINE.  THE MARK IS A DEEP
 DG4763'RODWITH 2 INCH BRASS DISK WHICH IS ENCASED IN A 3 1/2 INCH STEEL
 DG4763'GALVANIZED PIPE WITH ASCREW ON CAP.THE SCREW ON CAP IS STAMPED BM L 20
 DG4763'48 INCH .  THE 3 1/2 INCH PIPE PROJECTS 2 INCH  ABOVE THEGROUND, THE 2
 DG4763'INCH BRASS DISK ON THE DEEP ROD IS RECESSED 5 INCH WITHIN THE PIPE.THE
 DG4763'BRASS DISK DID NOT HAVE ANY STAMPING OTHER THAN OWNERSHIP CORPS OF
 DG4763'ENGINEERS.
 DG4763' 
 DG4763'
 DG4763
 DG4763                          STATION RECOVERY (2003)
 DG4763
 DG4763'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DG4763'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DG4763'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0114 ***********************************************************************
 DL0114  DESIGNATION -  L 200
 DL0114  PID         -  DL0114
 DL0114  STATE/COUNTY-  AR/UNION
 DL0114  USGS QUAD   -  NEW LONDON (1981)
 DL0114
 DL0114                         *CURRENT SURVEY CONTROL
 DL0114  ___________________________________________________________________
 DL0114* NAD 83(1986)-  33 09 33.     (N)    092 15 43.     (W)     SCALED    
 DL0114* NAVD 88     -        35.230  (meters)     115.58   (feet)  ADJUSTED  
 DL0114  ___________________________________________________________________
 DL0114  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DL0114  DYNAMIC HT  -          35.192 (meters)     115.46  (feet)  COMP
 DL0114  MODELED GRAV-     979,564.7   (mgal)                       NAVD 88
 DL0114
 DL0114  VERT ORDER  -  FIRST     CLASS II
 DL0114
 DL0114.The horizontal coordinates were scaled from a topographic map and have
 DL0114.an estimated accuracy of +/- 6 seconds.
 DL0114
 DL0114.The orthometric height was determined by differential leveling
 DL0114.and adjusted by the National Geodetic Survey in June 1991..
 DL0114
 DL0114.The geoid height was determined by GEOID03.
 DL0114
 DL0114.The dynamic height is computed by dividing the NAVD 88
 DL0114.geopotential number by the normal gravity value computed on the
 DL0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0114.degrees latitude (g = 980.6199 gals.).
 DL0114
 DL0114.The modeled gravity was interpolated from observed gravity values.
 DL0114
 DL0114;                    North         East    Units  Estimated Accuracy
 DL0114;SPC AR S     -   454,660.      375,560.      MT  (+/- 180 meters Scaled)
 DL0114
 DL0114                          SUPERSEDED SURVEY CONTROL
 DL0114
 DL0114  NGVD 29 (??/??/92)   35.286  (m)          115.77   (f) ADJ UNCH    1 2
 DL0114
 DL0114.Superseded values are not recommended for survey control.
 DL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0114.See file dsdata.txt to determine how the superseded data were derived.
 DL0114
 DL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS688691(NAD 83)
 DL0114_MARKER: DB = BENCH MARK DISK
 DL0114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0114_SP_SET: 34 1/2 FT.
 DL0114_STAMPING: L 200 1960
 DL0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0114
 DL0114  HISTORY     - Date     Condition        Report By
 DL0114  HISTORY     - 1960     MONUMENTED       CGS
 DL0114  HISTORY     - 1964     GOOD             NGS
 DL0114  HISTORY     - 20040926 GOOD             USPSQD
 DL0114
 DL0114                          STATION DESCRIPTION
 DL0114
 DL0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0114'10.65 MI NW FROM FELSENTHAL.
 DL0114'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0114'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD TO THE
 DL0114'INTERSECTION OF U. S. HIGHWAY 82, THENCE 2.5 MILES NORTHWEST ALONG A
 DL0114'GRADED DIRT ROAD, THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, IN
 DL0114'SECTION 8, T 18 S, R 11 W, 0.2 MILE WEST OF A PRIVATE ROAD LEADING
 DL0114'NORTH, 61 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 82 FEET SOUTHEAST
 DL0114'OF THE SOUTHEAST CORNER OF A WOODEN CULVERT, 20 FEET EAST OF A 16-INCH
 DL0114'ELM TREE, 28 1/2 FEET SOUTH OF A POWER POLE, 1.5 FEET SOUTH OF A METAL
 DL0114'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP
 DL0114'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO DEPTH OF 34 1/2 FEET
 DL0114'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 7 INCHES.
 DL0114
 DL0114                          STATION RECOVERY (1964)
 DL0114
 DL0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0114'RECOVERED IN GOOD CONDITION.
 DL0114
 DL0114                          STATION RECOVERY (2004)
 DL0114
 DL0114'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0083 ***********************************************************************
 DL0083  DESIGNATION -  L 201
 DL0083  PID         -  DL0083
 DL0083  STATE/COUNTY-  AR/UNION
 DL0083  USGS QUAD   -  URBANA (1981)
 DL0083
 DL0083                         *CURRENT SURVEY CONTROL
 DL0083  ___________________________________________________________________
 DL0083* NAD 83(1986)-  33 13 56.     (N)    092 28 13.     (W)     SCALED    
 DL0083* NAVD 88     -        60.471  (meters)     198.40   (feet)  ADJUSTED  
 DL0083  ___________________________________________________________________
 DL0083  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0083  DYNAMIC HT  -          60.406 (meters)     198.18  (feet)  COMP
 DL0083  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 DL0083
 DL0083  VERT ORDER  -  FIRST     CLASS II
 DL0083
 DL0083.The horizontal coordinates were scaled from a topographic map and have
 DL0083.an estimated accuracy of +/- 6 seconds.
 DL0083
 DL0083.The orthometric height was determined by differential leveling
 DL0083.and adjusted by the National Geodetic Survey in June 1991..
 DL0083
 DL0083.The geoid height was determined by GEOID03.
 DL0083
 DL0083.The dynamic height is computed by dividing the NAVD 88
 DL0083.geopotential number by the normal gravity value computed on the
 DL0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0083.degrees latitude (g = 980.6199 gals.).
 DL0083
 DL0083.The modeled gravity was interpolated from observed gravity values.
 DL0083
 DL0083;                    North         East    Units  Estimated Accuracy
 DL0083;SPC AR S     -   462,830.      356,170.      MT  (+/- 180 meters Scaled)
 DL0083
 DL0083                          SUPERSEDED SURVEY CONTROL
 DL0083
 DL0083  NGVD 29 (??/??/92)   60.515  (m)          198.54   (f) ADJ UNCH    1 2
 DL0083
 DL0083.Superseded values are not recommended for survey control.
 DL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0083.See file dsdata.txt to determine how the superseded data were derived.
 DL0083
 DL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS493771(NAD 83)
 DL0083_MARKER: DB = BENCH MARK DISK
 DL0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0083_STAMPING: L 201 1960
 DL0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0083+STABILITY: SURFACE MOTION
 DL0083
 DL0083  HISTORY     - Date     Condition        Report By
 DL0083  HISTORY     - 1960     MONUMENTED       CGS
 DL0083  HISTORY     - 1964     GOOD             NGS
 DL0083  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0083
 DL0083                          STATION DESCRIPTION
 DL0083
 DL0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0083'3.9 MI E FROM OLD UNION.
 DL0083'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH AT
 DL0083'OLD UNION, THENCE 3.7 MILES EAST ALONG STATE HIGHWAY 15, IN SECTION
 DL0083'20, T 17 S, R 13 W, 0.25 MILE EAST OF THE JUNCTION OF A GRADED DIRT
 DL0083'ROAD LEADING SOUTH, 0.15 MILE EAST OF A FARMHOUSE, ON THE OUTSIDE OF A
 DL0083'LONG CURVE IN THE HIGHWAY, 33 FEET SOUTH OF THE CENTER LINE OF THE
 DL0083'HIGHWAY, 24 1/2 FEET SOUTH OF AN 18-INCH OAK TREE, 10 FEET SOUTH OF A
 DL0083'12-INCH OAK TREE, 1 FOOT NORTH OF A FENCE, 1.5 FEET SOUTH OF A METAL
 DL0083'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE
 DL0083'TOP OF A CONCRETE POST PROJECTING 7 INCHES. NOTE-- THE ROAD HAS BEEN
 DL0083'CHANGED SLIGHTLY IN THE VICINITY OF THIS MARK AND THE MARK WAS
 DL0083'RECOVERED ABOUT 120 FEET SOUTH AND ACROSS THE OLD ROAD FROM THE
 DL0083'CENTERLINE OF THE PRESENT ROAD.
 DL0083
 DL0083                          STATION RECOVERY (1964)
 DL0083
 DL0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0083'RECOVERED IN GOOD CONDITION.
 DL0083
 DL0083                          STATION RECOVERY (2004)
 DL0083
 DL0083'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0555 ***********************************************************************
 DL0555  DESIGNATION -  L 202
 DL0555  PID         -  DL0555
 DL0555  STATE/COUNTY-  AR/COLUMBIA
 DL0555  USGS QUAD   -  WALDO (1968)
 DL0555
 DL0555                         *CURRENT SURVEY CONTROL
 DL0555  ___________________________________________________________________
 DL0555* NAD 83(1986)-  33 21 01.     (N)    093 20 33.     (W)     SCALED    
 DL0555* NAVD 88     -        90.333  (meters)     296.37   (feet)  ADJUSTED  
 DL0555  ___________________________________________________________________
 DL0555  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL0555  DYNAMIC HT  -          90.236 (meters)     296.05  (feet)  COMP
 DL0555  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DL0555
 DL0555  VERT ORDER  -  FIRST     CLASS II
 DL0555
 DL0555.The horizontal coordinates were scaled from a topographic map and have
 DL0555.an estimated accuracy of +/- 6 seconds.
 DL0555
 DL0555.The orthometric height was determined by differential leveling
 DL0555.and adjusted by the National Geodetic Survey in June 1991..
 DL0555
 DL0555.The geoid height was determined by GEOID03.
 DL0555
 DL0555.The dynamic height is computed by dividing the NAVD 88
 DL0555.geopotential number by the normal gravity value computed on the
 DL0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0555.degrees latitude (g = 980.6199 gals.).
 DL0555
 DL0555.The modeled gravity was interpolated from observed gravity values.
 DL0555
 DL0555;                    North         East    Units  Estimated Accuracy
 DL0555;SPC AR S     -   476,640.      275,040.      MT  (+/- 180 meters Scaled)
 DL0555
 DL0555                          SUPERSEDED SURVEY CONTROL
 DL0555
 DL0555  NGVD 29 (??/??/92)   90.364  (m)          296.47   (f) ADJ UNCH    1 2
 DL0555
 DL0555.Superseded values are not recommended for survey control.
 DL0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0555.See file dsdata.txt to determine how the superseded data were derived.
 DL0555
 DL0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS681901(NAD 83)
 DL0555_MARKER: DB = BENCH MARK DISK
 DL0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0555_STAMPING: L 202 1960
 DL0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0555+STABILITY: SURFACE MOTION
 DL0555
 DL0555  HISTORY     - Date     Condition        Report By
 DL0555  HISTORY     - 1960     MONUMENTED       CGS
 DL0555  HISTORY     - 1963     GOOD             NGS
 DL0555
 DL0555                          STATION DESCRIPTION
 DL0555
 DL0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0555'2.8 MI W FROM WALDO.
 DL0555'ABOUT 2.8 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0555'STATION AT WALDO, IN SECTION 13, T 16 S, R 22 W, 115 FEET EAST OF
 DL0555'MILEPOST 376, 31 FEET SOUTH OF THE SOUTH RAIL, 110 FEET NORTH OF THE
 DL0555'CENTER LINE OF U.S. HIGHWAY 82, 42 FEET NORTHWEST OF THE NORTHWEST
 DL0555'CORNER OF A HOUSE, 25 FEET NORTH-NORTHWEST OF AN 18-INCH OAK TREE, 1.8
 DL0555'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL
 DL0555'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0555
 DL0555                          STATION RECOVERY (1963)
 DL0555
 DL0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0768 ***********************************************************************
 DL0768  DESIGNATION -  L 203
 DL0768  PID         -  DL0768
 DL0768  STATE/COUNTY-  AR/LAFAYETTE
 DL0768  USGS QUAD   -  LEWISVILLE (1978)
 DL0768
 DL0768                         *CURRENT SURVEY CONTROL
 DL0768  ___________________________________________________________________
 DL0768* NAD 83(1986)-  33 16 13.     (N)    093 36 40.     (W)     SCALED    
 DL0768* NAVD 88     -        79.147  (meters)     259.67   (feet)  ADJUSTED  
 DL0768  ___________________________________________________________________
 DL0768  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DL0768  DYNAMIC HT  -          79.062 (meters)     259.39  (feet)  COMP
 DL0768  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 DL0768
 DL0768  VERT ORDER  -  FIRST     CLASS II
 DL0768
 DL0768.The horizontal coordinates were scaled from a topographic map and have
 DL0768.an estimated accuracy of +/- 6 seconds.
 DL0768
 DL0768.The orthometric height was determined by differential leveling
 DL0768.and adjusted by the National Geodetic Survey in June 1991..
 DL0768
 DL0768.The geoid height was determined by GEOID03.
 DL0768
 DL0768.The dynamic height is computed by dividing the NAVD 88
 DL0768.geopotential number by the normal gravity value computed on the
 DL0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0768.degrees latitude (g = 980.6199 gals.).
 DL0768
 DL0768.The modeled gravity was interpolated from observed gravity values.
 DL0768
 DL0768;                    North         East    Units  Estimated Accuracy
 DL0768;SPC AR S     -   468,130.      249,900.      MT  (+/- 180 meters Scaled)
 DL0768
 DL0768                          SUPERSEDED SURVEY CONTROL
 DL0768
 DL0768  NGVD 29 (??/??/92)   79.194  (m)          259.82   (f) ADJ UNCH    1 2
 DL0768
 DL0768.Superseded values are not recommended for survey control.
 DL0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0768.See file dsdata.txt to determine how the superseded data were derived.
 DL0768
 DL0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS430814(NAD 83)
 DL0768_MARKER: DB = BENCH MARK DISK
 DL0768_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0768_SP_SET: 21 FT
 DL0768_STAMPING: L 203 1960
 DL0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0768
 DL0768  HISTORY     - Date     Condition        Report By
 DL0768  HISTORY     - 1960     MONUMENTED       CGS
 DL0768  HISTORY     - 1963     GOOD             NGS
 DL0768
 DL0768                          STATION DESCRIPTION
 DL0768
 DL0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0768'6.7 MI SW FROM LEWISVILLE.
 DL0768'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0768'STATION AT LEWISVILLE, THENCE 6.0 MILES SOUTH ALONG THE ST. LOUIS
 DL0768'SOUTHWESTERN RAILWAY, IN SECTION 17, T 17 S, R 24 W, 0.3 MILE SOUTH OF
 DL0768'MILEPOST 396, 47 FEET EAST OF THE EAST RAIL, 108 FEET NORTHEAST AND
 DL0768'ACROSS THE TRACK FROM POLE NO. 396.10, 55 1/2 FEET NORTH OF A
 DL0768'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.0 FOOT SOUTH
 DL0768'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACK, ON THE TOP OF A
 DL0768'5/8-INCH COPPER COATED STEEL ROD WHICH IS DRIVEN TO A DEPTH OF 21 FEET
 DL0768'AND IS ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
 DL0768
 DL0768                          STATION RECOVERY (1963)
 DL0768
 DL0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0513 ***********************************************************************
 DL0513  DESIGNATION -  L 204
 DL0513  PID         -  DL0513
 DL0513  STATE/COUNTY-  AR/OUACHITA
 DL0513  USGS QUAD   -  STEPHENS (1976)
 DL0513
 DL0513                         *CURRENT SURVEY CONTROL
 DL0513  ___________________________________________________________________
 DL0513* NAD 83(1986)-  33 26 35.     (N)    093 01 29.     (W)     SCALED    
 DL0513* NAVD 88     -        64.176  (meters)     210.55   (feet)  ADJUSTED  
 DL0513  ___________________________________________________________________
 DL0513  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0513  DYNAMIC HT  -          64.109 (meters)     210.33  (feet)  COMP
 DL0513  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 DL0513
 DL0513  VERT ORDER  -  FIRST     CLASS II
 DL0513
 DL0513.The horizontal coordinates were scaled from a topographic map and have
 DL0513.an estimated accuracy of +/- 6 seconds.
 DL0513
 DL0513.The orthometric height was determined by differential leveling
 DL0513.and adjusted by the National Geodetic Survey in June 1991..
 DL0513
 DL0513.The geoid height was determined by GEOID03.
 DL0513
 DL0513.The dynamic height is computed by dividing the NAVD 88
 DL0513.geopotential number by the normal gravity value computed on the
 DL0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0513.degrees latitude (g = 980.6199 gals.).
 DL0513
 DL0513.The modeled gravity was interpolated from observed gravity values.
 DL0513
 DL0513;                    North         East    Units  Estimated Accuracy
 DL0513;SPC AR S     -   486,590.      304,720.      MT  (+/- 180 meters Scaled)
 DL0513
 DL0513                          SUPERSEDED SURVEY CONTROL
 DL0513
 DL0513  NGVD 29 (??/??/92)   64.203  (m)          210.64   (f) ADJ UNCH    1 2
 DL0513
 DL0513.Superseded values are not recommended for survey control.
 DL0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0513.See file dsdata.txt to determine how the superseded data were derived.
 DL0513
 DL0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT977004(NAD 83)
 DL0513_MARKER: DB = BENCH MARK DISK
 DL0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0513_STAMPING: L 204 1960
 DL0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0513+STABILITY: SURFACE MOTION
 DL0513
 DL0513  HISTORY     - Date     Condition        Report By
 DL0513  HISTORY     - 1960     MONUMENTED       CGS
 DL0513  HISTORY     - 1964     GOOD             NGS
 DL0513
 DL0513                          STATION DESCRIPTION
 DL0513
 DL0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0513'3.35 MI NE FROM STEPHENS.
 DL0513'ABOUT 3.35 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0513'FROM THE STATION AT STEPHENS, 0.6 MILE SOUTHWEST OF MILEPOST 354, IN
 DL0513'SECTION 12, T 15 S, R 19 W, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 DL0513'36 FEET SOUTH OF A TELEPHONE POLE, 19 FEET NORTH-NORTHWEST OF A
 DL0513'12-INCH PINE TREE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4
 DL0513'FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 DL0513'INCHES.
 DL0513
 DL0513                          STATION RECOVERY (1964)
 DL0513
 DL0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0643 ***********************************************************************
 DL0643  DESIGNATION -  L 205
 DL0643  PID         -  DL0643
 DL0643  STATE/COUNTY-  AR/COLUMBIA
 DL0643  USGS QUAD   -  CALHOUN (1966)
 DL0643
 DL0643                         *CURRENT SURVEY CONTROL
 DL0643  ___________________________________________________________________
 DL0643* NAD 83(1986)-  33 13 38.     (N)    093 13 05.     (W)     SCALED    
 DL0643* NAVD 88     -        95.567  (meters)     313.54   (feet)  ADJUSTED  
 DL0643  ___________________________________________________________________
 DL0643  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0643  DYNAMIC HT  -          95.464 (meters)     313.20  (feet)  COMP
 DL0643  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DL0643
 DL0643  VERT ORDER  -  SECOND    CLASS 0
 DL0643
 DL0643.This mark is at Magnolia Airport (AGO)
 DL0643
 DL0643.The horizontal coordinates were scaled from a topographic map and have
 DL0643.an estimated accuracy of +/- 6 seconds.
 DL0643
 DL0643.The orthometric height was determined by differential leveling
 DL0643.and adjusted by the National Geodetic Survey in June 1991..
 DL0643
 DL0643.The geoid height was determined by GEOID03.
 DL0643
 DL0643.The dynamic height is computed by dividing the NAVD 88
 DL0643.geopotential number by the normal gravity value computed on the
 DL0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0643.degrees latitude (g = 980.6199 gals.).
 DL0643
 DL0643.The modeled gravity was interpolated from observed gravity values.
 DL0643
 DL0643;                    North         East    Units  Estimated Accuracy
 DL0643;SPC AR S     -   462,850.      286,460.      MT  (+/- 180 meters Scaled)
 DL0643
 DL0643                          SUPERSEDED SURVEY CONTROL
 DL0643
 DL0643  NGVD 29 (??/??/92)   95.613  (m)          313.69   (f) ADJ UNCH    2 0
 DL0643
 DL0643.Superseded values are not recommended for survey control.
 DL0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0643.See file dsdata.txt to determine how the superseded data were derived.
 DL0643
 DL0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS796764(NAD 83)
 DL0643_MARKER: DB = BENCH MARK DISK
 DL0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0643_STAMPING: L 205 1960
 DL0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0643+STABILITY: SURFACE MOTION
 DL0643
 DL0643  HISTORY     - Date     Condition        Report By
 DL0643  HISTORY     - 1960     MONUMENTED       CGS
 DL0643
 DL0643                          STATION DESCRIPTION
 DL0643
 DL0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0643'5.65 MI SE FROM MAGNOLIA.
 DL0643'ABOUT 4.15 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0643'FROM THE STATION AT MAGNOLIA, THENCE 0.8 MILE NORTH ALONG A GRADED
 DL0643'DIRT ROAD, THENCE 0.7 MILE NORTHEAST ALONG A PAVED ROAD, AT THE
 DL0643'MAGNOLIA AIRPORT, IN SECTION 30, T 17 S, R 20 W, 257 FEET SOUTHEAST OF
 DL0643'THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, AT THE SOUTHEAST
 DL0643'CORNER OF AN ASPHALT RAMP, 130 FEET SOUTH OF THE CENTER LINE OF A TAXI
 DL0643'STRIP, 12 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 1 1/2 FEET
 DL0643'SOUTH OF A FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 DL0643'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1526 ***********************************************************************
 FF1526  DESIGNATION -  L 206
 FF1526  PID         -  FF1526
 FF1526  STATE/COUNTY-  AR/WHITE
 FF1526  USGS QUAD   -  LETONA (1962)
 FF1526
 FF1526                         *CURRENT SURVEY CONTROL
 FF1526  ___________________________________________________________________
 FF1526* NAD 83(1986)-  35 15 30.     (N)    091 52 24.     (W)     SCALED    
 FF1526* NAVD 88     -        98.309  (meters)     322.54   (feet)  ADJUSTED  
 FF1526  ___________________________________________________________________
 FF1526  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF1526  DYNAMIC HT  -          98.220 (meters)     322.24  (feet)  COMP
 FF1526  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 FF1526
 FF1526  VERT ORDER  -  SECOND    CLASS 0
 FF1526
 FF1526.The horizontal coordinates were scaled from a topographic map and have
 FF1526.an estimated accuracy of +/- 6 seconds.
 FF1526
 FF1526.The orthometric height was determined by differential leveling
 FF1526.and adjusted by the National Geodetic Survey in June 1991..
 FF1526
 FF1526.The geoid height was determined by GEOID03.
 FF1526
 FF1526.The dynamic height is computed by dividing the NAVD 88
 FF1526.geopotential number by the normal gravity value computed on the
 FF1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1526.degrees latitude (g = 980.6199 gals.).
 FF1526
 FF1526.The modeled gravity was interpolated from observed gravity values.
 FF1526
 FF1526;                    North         East    Units  Estimated Accuracy
 FF1526;SPC AR N     -   102,630.      411,530.      MT  (+/- 180 meters Scaled)
 FF1526
 FF1526                          SUPERSEDED SURVEY CONTROL
 FF1526
 FF1526  NGVD 29 (??/??/??)   98.260  (m)          322.37   (f) ADJUSTED    2 0
 FF1526
 FF1526.Superseded values are not recommended for survey control.
 FF1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1526.See file dsdata.txt to determine how the superseded data were derived.
 FF1526
 FF1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV024022(NAD 83)
 FF1526_MARKER: DB = BENCH MARK DISK
 FF1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1526_STAMPING: L 206 1962
 FF1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1526+STABILITY: SURFACE MOTION
 FF1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1526+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 FF1526
 FF1526  HISTORY     - Date     Condition        Report By
 FF1526  HISTORY     - 1962     MONUMENTED       CGS
 FF1526  HISTORY     - 1967     GOOD             CGS
 FF1526  HISTORY     - 1988     GOOD             USPSQD
 FF1526  HISTORY     - 20030730 GOOD             USACE
 FF1526
 FF1526                          STATION DESCRIPTION
 FF1526
 FF1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1526'8 MI W FROM SEARCY.
 FF1526'IT IS 0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE IN
 FF1526'SEARCY, THENCE 7.85 MILES WEST ALONG STATE HIGHWAY 36, 40 FEET
 FF1526'SOUTH OF THE CENTER OF THE HIGHWAY, 3.5 FEET NORTH OF A FENCE,
 FF1526'2.5 FEET EAST OF A METAL WITNESS POST, 55 FEET WEST OF A POWERLINE
 FF1526'POLE AND SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FF1526'PROJECTING 4 INCHES.
 FF1526
 FF1526                          STATION RECOVERY (1988)
 FF1526
 FF1526'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1526'RECOVERED IN GOOD CONDITION.
 FF1526
 FF1526                          STATION RECOVERY (2003)
 FF1526
 FF1526'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1526'MARK IS SURROUNDED BY SMALL CACTUS GARDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0198 ***********************************************************************
 FG0198  DESIGNATION -  L 207
 FG0198  PID         -  FG0198
 FG0198  STATE/COUNTY-  AR/CLEBURNE
 FG0198  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0198
 FG0198                         *CURRENT SURVEY CONTROL
 FG0198  ___________________________________________________________________
 FG0198* NAD 83(1986)-  35 26 54.     (N)    092 05 02.     (W)     SCALED    
 FG0198* NAVD 88     -       249.112  (meters)     817.29   (feet)  ADJUSTED  
 FG0198  ___________________________________________________________________
 FG0198  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FG0198  DYNAMIC HT  -         248.883 (meters)     816.54  (feet)  COMP
 FG0198  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 FG0198
 FG0198  VERT ORDER  -  SECOND    CLASS 0
 FG0198
 FG0198.The horizontal coordinates were scaled from a topographic map and have
 FG0198.an estimated accuracy of +/- 6 seconds.
 FG0198
 FG0198.The orthometric height was determined by differential leveling
 FG0198.and adjusted by the National Geodetic Survey in June 1991..
 FG0198
 FG0198.The geoid height was determined by GEOID03.
 FG0198
 FG0198.The dynamic height is computed by dividing the NAVD 88
 FG0198.geopotential number by the normal gravity value computed on the
 FG0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0198.degrees latitude (g = 980.6199 gals.).
 FG0198
 FG0198.The modeled gravity was interpolated from observed gravity values.
 FG0198
 FG0198;                    North         East    Units  Estimated Accuracy
 FG0198;SPC AR N     -   123,700.      392,380.      MT  (+/- 180 meters Scaled)
 FG0198
 FG0198                          SUPERSEDED SURVEY CONTROL
 FG0198
 FG0198  NGVD 29 (??/??/92)  249.053  (m)          817.10   (f) ADJ UNCH    2 0
 FG0198
 FG0198.Superseded values are not recommended for survey control.
 FG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0198.See file dsdata.txt to determine how the superseded data were derived.
 FG0198
 FG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV831231(NAD 83)
 FG0198_MARKER: DB = BENCH MARK DISK
 FG0198_SETTING: 66 = SET IN ROCK OUTCROP
 FG0198_SP_SET: BEDROCK
 FG0198_STAMPING: L 207 1934
 FG0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0198+STABILITY: POSITION/ELEVATION WELL
 FG0198
 FG0198  HISTORY     - Date     Condition        Report By
 FG0198  HISTORY     - 1934     MONUMENTED       CGS
 FG0198  HISTORY     - 1962     GOOD             NGS
 FG0198  HISTORY     - 20030730 MARK NOT FOUND   USACE
 FG0198
 FG0198                          STATION DESCRIPTION
 FG0198
 FG0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0198'5.6 MI SW FROM HEBER SPRINGS.
 FG0198'5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 FG0198'HEBER SPRINGS, 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.3
 FG0198'FEET NORTH OF A METAL WITNESS POST, SET IN A DRILL HOLE IN BEDROCK
 FG0198'FLUSH WITH THE GROUND.
 FG0198
 FG0198                          STATION RECOVERY (2003)
 FG0198
 FG0198'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FG0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0135 ***********************************************************************
 FG0135  DESIGNATION -  L 208
 FG0135  PID         -  FG0135
 FG0135  STATE/COUNTY-  AR/FAULKNER
 FG0135  USGS QUAD   -  ENOLA (1982)
 FG0135
 FG0135                         *CURRENT SURVEY CONTROL
 FG0135  ___________________________________________________________________
 FG0135* NAD 83(1986)-  35 10 48.     (N)    092 09 22.     (W)     SCALED    
 FG0135* NAVD 88     -       104.521  (meters)     342.92   (feet)  ADJUSTED  
 FG0135  ___________________________________________________________________
 FG0135  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FG0135  DYNAMIC HT  -         104.424 (meters)     342.60  (feet)  COMP
 FG0135  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 FG0135
 FG0135  VERT ORDER  -  SECOND    CLASS 0
 FG0135
 FG0135.The horizontal coordinates were scaled from a topographic map and have
 FG0135.an estimated accuracy of +/- 6 seconds.
 FG0135
 FG0135.The orthometric height was determined by differential leveling
 FG0135.and adjusted by the National Geodetic Survey in June 1991..
 FG0135
 FG0135.The geoid height was determined by GEOID03.
 FG0135
 FG0135.The dynamic height is computed by dividing the NAVD 88
 FG0135.geopotential number by the normal gravity value computed on the
 FG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0135.degrees latitude (g = 980.6199 gals.).
 FG0135
 FG0135.The modeled gravity was interpolated from observed gravity values.
 FG0135
 FG0135;                    North         East    Units  Estimated Accuracy
 FG0135;SPC AR N     -    93,940.      385,780.      MT  (+/- 180 meters Scaled)
 FG0135
 FG0135                          SUPERSEDED SURVEY CONTROL
 FG0135
 FG0135  NGVD 29 (??/??/92)  104.508  (m)          342.87   (f) ADJ UNCH    2 0
 FG0135
 FG0135.Superseded values are not recommended for survey control.
 FG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0135.See file dsdata.txt to determine how the superseded data were derived.
 FG0135
 FG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU768933(NAD 83)
 FG0135_MARKER: DB = BENCH MARK DISK
 FG0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0135_STAMPING: L 208 1962
 FG0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0135+STABILITY: SURFACE MOTION
 FG0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0135+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 FG0135
 FG0135  HISTORY     - Date     Condition        Report By
 FG0135  HISTORY     - 1962     MONUMENTED       CGS
 FG0135  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0135  HISTORY     - 20030402 GOOD             INDIV
 FG0135
 FG0135                          STATION DESCRIPTION
 FG0135
 FG0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0135'3.85 MI SW FROM MOUNT VERNON.
 FG0135'3.85 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0135'MOUNT VERNON, 58 FEET NORTH OF AN INTERSECTION OF THE HIGHWAY AND A
 FG0135'DIRT ROAD EAST AND WEST, 40.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 FG0135'HIGHWAY, 13.1 FEET SOUTHWEST OF A BRACED TELEPHONE POLE, 2.4 FEET
 FG0135'NORTHEAST OF A METAL WITNESS POST, 0.8 FOOT SOUTHEAST OF A FENCE,
 FG0135'ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE
 FG0135'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 FG0135
 FG0135                          STATION RECOVERY (1989)
 FG0135
 FG0135'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0135'MARK NOT FOUND.
 FG0135
 FG0135                          STATION RECOVERY (2003)
 FG0135
 FG0135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 FG0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0221 ***********************************************************************
 FG0221  DESIGNATION -  L 209
 FG0221  PID         -  FG0221
 FG0221  STATE/COUNTY-  AR/FAULKNER
 FG0221  USGS QUAD   -  DAMASCUS (1994)
 FG0221
 FG0221                         *CURRENT SURVEY CONTROL
 FG0221  ___________________________________________________________________
 FG0221* NAD 83(1986)-  35 20 11.     (N)    092 26 16.     (W)     SCALED    
 FG0221* NAVD 88     -       148.679  (meters)     487.79   (feet)  ADJUSTED  
 FG0221  ___________________________________________________________________
 FG0221  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FG0221  DYNAMIC HT  -         148.541 (meters)     487.34  (feet)  COMP
 FG0221  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FG0221
 FG0221  VERT ORDER  -  SECOND    CLASS 0
 FG0221
 FG0221.The horizontal coordinates were scaled from a topographic map and have
 FG0221.an estimated accuracy of +/- 6 seconds.
 FG0221
 FG0221.The orthometric height was determined by differential leveling
 FG0221.and adjusted by the National Geodetic Survey in June 1991..
 FG0221
 FG0221.The geoid height was determined by GEOID03.
 FG0221
 FG0221.The dynamic height is computed by dividing the NAVD 88
 FG0221.geopotential number by the normal gravity value computed on the
 FG0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0221.degrees latitude (g = 980.6199 gals.).
 FG0221
 FG0221.The modeled gravity was interpolated from observed gravity values.
 FG0221
 FG0221;                    North         East    Units  Estimated Accuracy
 FG0221;SPC AR N     -   111,370.      360,200.      MT  (+/- 180 meters Scaled)
 FG0221
 FG0221                          SUPERSEDED SURVEY CONTROL
 FG0221
 FG0221  NGVD 29 (??/??/92)  148.668  (m)          487.75   (f) ADJ UNCH    2 0
 FG0221
 FG0221.Superseded values are not recommended for survey control.
 FG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0221.See file dsdata.txt to determine how the superseded data were derived.
 FG0221
 FG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV510104(NAD 83)
 FG0221_MARKER: DB = BENCH MARK DISK
 FG0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0221_SP_SET: CULVERT
 FG0221_STAMPING: L 209 1962
 FG0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0221
 FG0221  HISTORY     - Date     Condition        Report By
 FG0221  HISTORY     - 1962     MONUMENTED       CGS
 FG0221  HISTORY     - 1967     GOOD             NGS
 FG0221
 FG0221                          STATION DESCRIPTION
 FG0221
 FG0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0221'3.0 MI SW FROM DAMASCUS.
 FG0221'IT IS 3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 FG0221'IN DAMASCUS, 15 FEET NORTH OF A FENCE, 13 FEET SOUTHWEST OF THE CENTER
 FG0221'OF THE HIGHWAY, 9 FEET NORTHWEST OF THE SOUTHEAST END OF A CONCRETE
 FG0221'CULVERT, AND CEMENTED IN A DRILL HOLE IN THE SOUTHWEST HEADWALL OF THE
 FG0221'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0022 ***********************************************************************
 EK0022  DESIGNATION -  L 21
 EK0022  PID         -  EK0022
 EK0022  STATE/COUNTY-  AR/POLK
 EK0022  USGS QUAD   -  MENA (1975)
 EK0022
 EK0022                         *CURRENT SURVEY CONTROL
 EK0022  ___________________________________________________________________
 EK0022* NAD 83(1986)-  34 35 03.     (N)    094 14 17.     (W)     SCALED    
 EK0022* NAVD 88     -       354.905  (meters)    1164.38   (feet)  ADJUSTED  
 EK0022  ___________________________________________________________________
 EK0022  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 EK0022  DYNAMIC HT  -         354.521 (meters)    1163.12  (feet)  COMP
 EK0022  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 EK0022
 EK0022  VERT ORDER  -  FIRST     CLASS II
 EK0022
 EK0022.The horizontal coordinates were scaled from a topographic map and have
 EK0022.an estimated accuracy of +/- 6 seconds.
 EK0022
 EK0022.The orthometric height was determined by differential leveling
 EK0022.and adjusted by the National Geodetic Survey in June 1991..
 EK0022.WARNING-Repeat measurements at this control monument indicate possible
 EK0022.vertical movement.
 EK0022
 EK0022.The geoid height was determined by GEOID03.
 EK0022
 EK0022.The dynamic height is computed by dividing the NAVD 88
 EK0022.geopotential number by the normal gravity value computed on the
 EK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0022.degrees latitude (g = 980.6199 gals.).
 EK0022
 EK0022.The modeled gravity was interpolated from observed gravity values.
 EK0022
 EK0022;                    North         East    Units  Estimated Accuracy
 EK0022;SPC AR S     -   614,920.      194,690.      MT  (+/- 180 meters Scaled)
 EK0022
 EK0022                          SUPERSEDED SURVEY CONTROL
 EK0022
 EK0022  NGVD 29 (??/??/92)  354.810  (m)         1164.07   (f) ADJ UNCH    1 2
 EK0022
 EK0022.Superseded values are not recommended for survey control.
 EK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0022.See file dsdata.txt to determine how the superseded data were derived.
 EK0022
 EK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU864276(NAD 83)
 EK0022_MARKER: DB = BENCH MARK DISK
 EK0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0022_SP_SET: BUILDING
 EK0022_MARK LOGO: CGS   
 EK0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0022
 EK0022  HISTORY     - Date     Condition        Report By
 EK0022  HISTORY     - UNK      MONUMENTED       CGS
 EK0022  HISTORY     - 1932     GOOD             NGS
 EK0022  HISTORY     - 1961     GOOD             NGS
 EK0022  HISTORY     - 1985     GOOD             NGS
 EK0022  HISTORY     - 1987     GOOD             USPSQD
 EK0022  HISTORY     - 1988     GOOD             USPSQD
 EK0022  HISTORY     - 1989     GOOD             USPSQD
 EK0022  HISTORY     - 1990     GOOD             USPSQD
 EK0022
 EK0022                          STATION DESCRIPTION
 EK0022
 EK0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0022'IN MENA.
 EK0022'IN MENA LOCATED IN THE NORTH (FRONT) SIDE OF THE NATL GUARD
 EK0022'ARMORY IN MENA, 3 FEET WEST OF THE DOOR, 5 FEET ABOVE THE
 EK0022'SIDEWALK.
 EK0022
 EK0022                          STATION RECOVERY (1961)
 EK0022
 EK0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0022'RECOVERED IN GOOD CONDITION.
 EK0022
 EK0022                          STATION RECOVERY (1985)
 EK0022
 EK0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0022'RECOVERED IN GOOD CONDITION.  NOTE, ADD, ARMORY LOCATED AT MAPLE
 EK0022'AVENUE AND DEQUEEN IN THE SOUTHEAST CORNER.
 EK0022
 EK0022                          STATION RECOVERY (1987)
 EK0022
 EK0022'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0022'RECOVERED IN GOOD CONDITION.
 EK0022
 EK0022                          STATION RECOVERY (1988)
 EK0022
 EK0022'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0022'RECOVERED IN GOOD CONDITION.
 EK0022
 EK0022                          STATION RECOVERY (1989)
 EK0022
 EK0022'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0022'RECOVERED IN GOOD CONDITION.
 EK0022
 EK0022                          STATION RECOVERY (1990)
 EK0022
 EK0022'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0247 ***********************************************************************
 FG0247  DESIGNATION -  L 210
 FG0247  PID         -  FG0247
 FG0247  STATE/COUNTY-  AR/CLEBURNE
 FG0247  USGS QUAD   -  QUITMAN (1991)
 FG0247
 FG0247                         *CURRENT SURVEY CONTROL
 FG0247  ___________________________________________________________________
 FG0247* NAD 83(1986)-  35 22 52.     (N)    092 13 52.     (W)     SCALED    
 FG0247* NAVD 88     -       211.457  (meters)     693.76   (feet)  ADJUSTED  
 FG0247  ___________________________________________________________________
 FG0247  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FG0247  DYNAMIC HT  -         211.262 (meters)     693.12  (feet)  COMP
 FG0247  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 FG0247
 FG0247  VERT ORDER  -  SECOND    CLASS 0
 FG0247
 FG0247.The horizontal coordinates were scaled from a topographic map and have
 FG0247.an estimated accuracy of +/- 6 seconds.
 FG0247
 FG0247.The orthometric height was determined by differential leveling
 FG0247.and adjusted by the National Geodetic Survey in June 1991..
 FG0247
 FG0247.The geoid height was determined by GEOID03.
 FG0247
 FG0247.The dynamic height is computed by dividing the NAVD 88
 FG0247.geopotential number by the normal gravity value computed on the
 FG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0247.degrees latitude (g = 980.6199 gals.).
 FG0247
 FG0247.The modeled gravity was interpolated from observed gravity values.
 FG0247
 FG0247;                    North         East    Units  Estimated Accuracy
 FG0247;SPC AR N     -   116,270.      379,000.      MT  (+/- 180 meters Scaled)
 FG0247
 FG0247                          SUPERSEDED SURVEY CONTROL
 FG0247
 FG0247  NGVD 29 (??/??/92)  211.413  (m)          693.61   (f) ADJ UNCH    2 0
 FG0247
 FG0247.Superseded values are not recommended for survey control.
 FG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0247.See file dsdata.txt to determine how the superseded data were derived.
 FG0247
 FG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV698155(NAD 83)
 FG0247_MARKER: DB = BENCH MARK DISK
 FG0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0247_SP_SET: CULVERT
 FG0247_STAMPING: L 210 1962
 FG0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0247
 FG0247  HISTORY     - Date     Condition        Report By
 FG0247  HISTORY     - 1962     MONUMENTED       CGS
 FG0247  HISTORY     - 1967     GOOD             NGS
 FG0247
 FG0247                          STATION DESCRIPTION
 FG0247
 FG0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0247'0.8 MI W FROM QUITMAN.
 FG0247'IT IS 0.3 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE IN
 FG0247'QUITMAN, THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 124, 16 FEET SOUTH
 FG0247'OF THE CENTER OF THE HIGHWAY AND CEMENTED IN A DRILL HOLE IN THE TOP
 FG0247'OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1901 ***********************************************************************
 FE1901  DESIGNATION -  L 213
 FE1901  PID         -  FE1901
 FE1901  STATE/COUNTY-  AR/MISSISSIPPI
 FE1901  USGS QUAD   -  CHIC (1983)
 FE1901
 FE1901                         *CURRENT SURVEY CONTROL
 FE1901  ___________________________________________________________________
 FE1901* NAD 83(1997)-  35 55 37.78696(N)    089 42 00.55922(W)     ADJUSTED  
 FE1901* NAVD 88     -        83.698  (meters)     274.60   (feet)  ADJUSTED  
 FE1901  ___________________________________________________________________
 FE1901  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE1901  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1901  DYNAMIC HT  -          83.628 (meters)     274.37  (feet)  COMP
 FE1901  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 FE1901
 FE1901  HORZ ORDER  -  SECOND
 FE1901  VERT ORDER  -  FIRST     CLASS I
 FE1901
 FE1901.The horizontal coordinates were established by classical geodetic methods
 FE1901.and adjusted by the National Geodetic Survey in September 1999..
 FE1901
 FE1901.The orthometric height was determined by differential leveling
 FE1901.and adjusted by the National Geodetic Survey in June 1991..
 FE1901
 FE1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1901
 FE1901.The geoid height was determined by GEOID03.
 FE1901
 FE1901.The dynamic height is computed by dividing the NAVD 88
 FE1901.geopotential number by the normal gravity value computed on the
 FE1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1901.degrees latitude (g = 980.6199 gals.).
 FE1901
 FE1901.The modeled gravity was interpolated from observed gravity values.
 FE1901
 FE1901;                    North         East     Units Scale Factor Converg.
 FE1901;SPC AR N     -   179,247.780   607,524.528   MT  0.99995379   +1 20 17.8
 FE1901;SPC AR N     -   588,082.09  1,993,186.72   sFT  0.99995379   +1 20 17.8
 FE1901;UTM  16      - 3,979,239.412   256,389.512   MT  1.00033133   -1 35 06.4
 FE1901
 FE1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1901!SPC AR N     -   0.99999126  x   0.99995379  =   0.99994505
 FE1901!UTM  16      -   0.99999126  x   1.00033133  =   1.00032259
 FE1901
 FE1901                          SUPERSEDED SURVEY CONTROL
 FE1901
 FE1901  NAD 83(1997)-  35 55 37.78754(N)    089 42 00.55928(W) AD(       ) 2
 FE1901  NAD 83(1997)-  35 55 37.78884(N)    089 42 00.55900(W) AD(       ) 2
 FE1901  NAD 83(1986)-  35 55 37.79861(N)    089 42 00.55955(W) AD(       ) 2
 FE1901  NAD 27      -  35 55 37.52350(N)    089 42 00.27312(W) AD(       ) 2
 FE1901  NGVD 29 (??/??/??)   83.626  (m)          274.36   (f) ADJUSTED    1 1
 FE1901
 FE1901.Superseded values are not recommended for survey control.
 FE1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1901.See file dsdata.txt to determine how the superseded data were derived.
 FE1901
 FE1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5639079239(NAD 83)
 FE1901_MARKER: DB = BENCH MARK DISK
 FE1901_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1901_SP_SET: 4 FEET
 FE1901_STAMPING: L 213 1976
 FE1901_MARK LOGO: NGS   
 FE1901_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1901+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FE1901
 FE1901  HISTORY     - Date     Condition        Report By
 FE1901  HISTORY     - 1976     MONUMENTED       NGS
 FE1901  HISTORY     - 1977     GOOD             NGS
 FE1901  HISTORY     - 20000901 GOOD             USE
 FE1901
 FE1901                          STATION DESCRIPTION
 FE1901
 FE1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1901'4.4 MI SE FROM HUFFMAN.
 FE1901'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 FE1901'WAYS 137 AND 150 AT HUFFMAN, THENCE 4.4 MILES SOUTHEAST ALONG THE
 FE1901'LEVEE, 17 FEET NORTH OF THE CENTER OF LEVEE, AND 5.5 FEET WEST OF
 FE1901'MILEPOST 53/54. A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FE1901'SET TO A DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE, AND 1 FOOT WEST
 FE1901'OF A WITNESS POST.
 FE1901
 FE1901                          STATION RECOVERY (1977)
 FE1901
 FE1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE1901'STATION IS ABOUT 10-1/2 MILES EAST OF BLYTHEVILLE, 6 MILES
 FE1901'EAST-NORTHEAST OF ARMOREL, ON A POINT OF LAND LOCALLY
 FE1901'KNOWN AS WRIGHTS POINT AND ON PROPERTY OF THE ST FRANCIS
 FE1901'LEVEE DISTRICT OF ARKANSAS.
 FE1901'
 FE1901'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FE1901'55 AND STATE HIGHWAY 18 AT THE EAST EDGE OF BLYTHEVILLE, GO
 FE1901'EAST ON HIGHWAY 18 FOR 4.4 MILES TO A T-ROAD JUNCTION IN THE
 FE1901'COMMUNITY OF ARMOREL.  TURN LEFT AND GO NORTH AND EAST ON HIGH-
 FE1901'WAY 18 FOR 5.1 MILES TO A CROSSROAD IN THE SMALL SETTLEMENT OF
 FE1901'HICKMAN.  CONTINUE EAST ON A GRAVELED ROAD FOR 2.15 MILES TO
 FE1901'THE TOP OF THE LEVEE.  TURN RIGHT AND GO SOUTHERLY ALONG THE
 FE1901'TOP OF THE LEVEE FOR 0.55 MILE TO A DIRT CROSSROAD.
 FE1901'CONTINUE SOUTHWEST ON THE LEVEE ROAD FOR 0.95 MILE TO
 FE1901'
 FE1901'THE MARK, STAMPED---L 213 1976---, IS A STANDARD BENCH
 FE1901'MARK DISK CRIMPED TO THE TOP OF A 5/8 INCH
 FE1901'COPPER ROD, 3 INCHES BELOW GROUND AND ENCASED IN A 4 INCH
 FE1901'PLASTIC PIPE WITH A CAP.  IT IS 21 FEET NORTH OF THE CENTER
 FE1901'OF THE LEVEE ROAD 9 FEET WEST OF MILE MARKER 53/54 AND 1.5
 FE1901'FEET EAST OF A WITNESS POST.
 FE1901'
 FE1901'A TRAVERSE TIE WAS MADE TO STATION HICKMAN.
 FE1901
 FE1901                          STATION RECOVERY (2000)
 FE1901
 FE1901'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1869 ***********************************************************************
 FE1869  DESIGNATION -  L 214
 FE1869  PID         -  FE1869
 FE1869  STATE/COUNTY-  AR/MISSISSIPPI
 FE1869  USGS QUAD   -  OSCEOLA (1983)
 FE1869
 FE1869                         *CURRENT SURVEY CONTROL
 FE1869  ___________________________________________________________________
 FE1869* NAD 83(1986)-  35 41 10.     (N)    089 57 35.     (W)     SCALED    
 FE1869* NAVD 88     -        81.136  (meters)     266.19   (feet)  ADJUSTED  
 FE1869  ___________________________________________________________________
 FE1869  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1869  DYNAMIC HT  -          81.066 (meters)     265.96  (feet)  COMP
 FE1869  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 FE1869
 FE1869  VERT ORDER  -  FIRST     CLASS I
 FE1869
 FE1869.The horizontal coordinates were scaled from a topographic map and have
 FE1869.an estimated accuracy of +/- 6 seconds.
 FE1869
 FE1869.The orthometric height was determined by differential leveling
 FE1869.and adjusted by the National Geodetic Survey in June 1991..
 FE1869
 FE1869.The geoid height was determined by GEOID03.
 FE1869
 FE1869.The dynamic height is computed by dividing the NAVD 88
 FE1869.geopotential number by the normal gravity value computed on the
 FE1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1869.degrees latitude (g = 980.6199 gals.).
 FE1869
 FE1869.The modeled gravity was interpolated from observed gravity values.
 FE1869
 FE1869;                    North         East    Units  Estimated Accuracy
 FE1869;SPC AR N     -   151,990.      584,660.      MT  (+/- 180 meters Scaled)
 FE1869
 FE1869                          SUPERSEDED SURVEY CONTROL
 FE1869
 FE1869  NGVD 29 (??/??/??)   81.094  (m)          266.06   (f) ADJUSTED    1 1
 FE1869
 FE1869.Superseded values are not recommended for survey control.
 FE1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1869.See file dsdata.txt to determine how the superseded data were derived.
 FE1869
 FE1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE321531(NAD 83)
 FE1869_MARKER: DB = BENCH MARK DISK
 FE1869_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1869_SP_SET: 4 FEET
 FE1869_STAMPING: L 214 1976
 FE1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1869+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FE1869
 FE1869  HISTORY     - Date     Condition        Report By
 FE1869  HISTORY     - 1976     MONUMENTED       NGS
 FE1869  HISTORY     - 20020729 GOOD             USACE
 FE1869
 FE1869                          STATION DESCRIPTION
 FE1869
 FE1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1869'1.3 MI SW FROM OSCEOLA.
 FE1869'1.3 MILE SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1869'JOHNSON STREET AT OSCEOLA, 19 FEET EAST OF THE CENTER OF THE LEVEE,
 FE1869'AND 1 FOOT WEST OF MILEPOST 80/81. A DISK ON THE TOP OF A COPPER
 FE1869'COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE,
 FE1869'AND 1 FOOT SOUTH OF A WITNESS POST.
 FE1869
 FE1869                          STATION RECOVERY (2002)
 FE1869
 FE1869'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1869'THE STATION IS 1.6 FT E OF LMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1871 ***********************************************************************
 FE1871  DESIGNATION -  L 215
 FE1871  PID         -  FE1871
 FE1871  STATE/COUNTY-  AR/MISSISSIPPI
 FE1871  USGS QUAD   -  OSCEOLA (1983)
 FE1871
 FE1871                         *CURRENT SURVEY CONTROL
 FE1871  ___________________________________________________________________
 FE1871* NAD 83(1986)-  35 39 51.     (N)    089 56 36.     (W)     SCALED    
 FE1871* NAVD 88     -        80.974  (meters)     265.66   (feet)  ADJUSTED  
 FE1871  ___________________________________________________________________
 FE1871  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE1871  DYNAMIC HT  -          80.904 (meters)     265.43  (feet)  COMP
 FE1871  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 FE1871
 FE1871  VERT ORDER  -  FIRST     CLASS I
 FE1871
 FE1871.The horizontal coordinates were scaled from a topographic map and have
 FE1871.an estimated accuracy of +/- 6 seconds.
 FE1871
 FE1871.The orthometric height was determined by differential leveling
 FE1871.and adjusted by the National Geodetic Survey in June 1991..
 FE1871
 FE1871.The geoid height was determined by GEOID03.
 FE1871
 FE1871.The dynamic height is computed by dividing the NAVD 88
 FE1871.geopotential number by the normal gravity value computed on the
 FE1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1871.degrees latitude (g = 980.6199 gals.).
 FE1871
 FE1871.The modeled gravity was interpolated from observed gravity values.
 FE1871
 FE1871;                    North         East    Units  Estimated Accuracy
 FE1871;SPC AR N     -   149,590.      586,190.      MT  (+/- 180 meters Scaled)
 FE1871
 FE1871                          SUPERSEDED SURVEY CONTROL
 FE1871
 FE1871  NGVD 29 (??/??/??)   80.936  (m)          265.54   (f) ADJUSTED    1 1
 FE1871
 FE1871.Superseded values are not recommended for survey control.
 FE1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1871.See file dsdata.txt to determine how the superseded data were derived.
 FE1871
 FE1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE335506(NAD 83)
 FE1871_MARKER: DB = BENCH MARK DISK
 FE1871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1871_SP_SET: 72 FEET
 FE1871_STAMPING: L 215 1976
 FE1871_MARK LOGO: NGS   
 FE1871_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1871+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 FE1871
 FE1871  HISTORY     - Date     Condition        Report By
 FE1871  HISTORY     - 1976     MONUMENTED       NGS
 FE1871  HISTORY     - 20000901 GOOD             USE
 FE1871  HISTORY     - 20060625 GOOD             AHI
 FE1871
 FE1871                          STATION DESCRIPTION
 FE1871
 FE1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1871'3.3 MI SW FROM OSCEOLA.
 FE1871'3.3 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1871'JOHNSON STREET AT OSCEOLA, 15 FEET SOUTHWEST OF THE CENTER OF THE
 FE1871'LEVEE, AND 2.3 FEET NORTHWEST OF MILEPOST 82/83. A DISK ON THE
 FE1871'TOP OF A COPPER COATED STEEL ROD SET TO A DEPTH OF 72 FEET, 2
 FE1871'FEET BELOW THE LEVEE, AND 1 FOOT SOUTH OF A WITNESS POST.
 FE1871
 FE1871                          STATION RECOVERY (2000)
 FE1871
 FE1871'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1871'RECOVERED IN GOOD CONDITION.
 FE1871
 FE1871                          STATION RECOVERY (2006)
 FE1871
 FE1871'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2006 (CCM)
 FE1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1100 ***********************************************************************
 FF1100  DESIGNATION -  L 216
 FF1100  PID         -  FF1100
 FF1100  STATE/COUNTY-  AR/MISSISSIPPI
 FF1100  USGS QUAD   -  PECAN POINT (1970)
 FF1100
 FF1100                         *CURRENT SURVEY CONTROL
 FF1100  ___________________________________________________________________
 FF1100* NAD 83(1997)-  35 28 40.37635(N)    090 06 30.01475(W)     ADJUSTED  
 FF1100* NAVD 88     -        76.209  (meters)     250.03   (feet)  ADJUSTED  
 FF1100  ___________________________________________________________________
 FF1100  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 FF1100  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1100  DYNAMIC HT  -          76.142 (meters)     249.81  (feet)  COMP
 FF1100  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 FF1100
 FF1100  HORZ ORDER  -  SECOND
 FF1100  VERT ORDER  -  FIRST     CLASS I
 FF1100
 FF1100.The horizontal coordinates were established by classical geodetic methods
 FF1100.and adjusted by the National Geodetic Survey in September 1999..
 FF1100
 FF1100.The orthometric height was determined by differential leveling
 FF1100.and adjusted by the National Geodetic Survey in June 1991..
 FF1100
 FF1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1100
 FF1100.The geoid height was determined by GEOID03.
 FF1100
 FF1100.The dynamic height is computed by dividing the NAVD 88
 FF1100.geopotential number by the normal gravity value computed on the
 FF1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1100.degrees latitude (g = 980.6199 gals.).
 FF1100
 FF1100.The modeled gravity was interpolated from observed gravity values.
 FF1100
 FF1100;                    North         East     Units Scale Factor Converg.
 FF1100;SPC AR N     -   128,626.707   571,655.165   MT  0.99993765   +1 06 02.7
 FF1100;SPC AR N     -   422,002.79  1,875,505.32   sFT  0.99993765   +1 06 02.7
 FF1100;SPC TN       -   134,811.417   227,272.462   MT  0.99996761   -2 24 18.7
 FF1100;SPC TN       -   442,293.79    745,643.07   sFT  0.99996761   -2 24 18.7
 FF1100;UTM  15      - 3,929,884.920   762,362.355   MT  1.00044835   +1 40 45.3
 FF1100
 FF1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1100!SPC AR N     -   0.99999237  x   0.99993765  =   0.99993002
 FF1100!SPC TN       -   0.99999237  x   0.99996761  =   0.99995998
 FF1100!UTM  15      -   0.99999237  x   1.00044835  =   1.00044071
 FF1100
 FF1100                          SUPERSEDED SURVEY CONTROL
 FF1100
 FF1100  NAD 83(1997)-  35 28 40.37665(N)    090 06 30.01456(W) AD(       ) 2
 FF1100  NAD 83(1986)-  35 28 40.38735(N)    090 06 30.01411(W) AD(       ) 2
 FF1100  NAD 27      -  35 28 40.08937(N)    090 06 29.68518(W) AD(       ) 2
 FF1100  NGVD 29 (??/??/??)   76.188  (m)          249.96   (f) ADJUSTED    1 1
 FF1100
 FF1100.Superseded values are not recommended for survey control.
 FF1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1100.See file dsdata.txt to determine how the superseded data were derived.
 FF1100
 FF1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6236229885(NAD 83)
 FF1100_MARKER: DB = BENCH MARK DISK
 FF1100_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1100+WITH SETTING: INTO GROUND
 FF1100_SP_SET: METAL ROD WITH BASE PLATE
 FF1100_STAMPING: L 216 1976
 FF1100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1100+STABILITY: SURFACE MOTION
 FF1100
 FF1100  HISTORY     - Date     Condition        Report By
 FF1100  HISTORY     - 1976     MONUMENTED       NGS
 FF1100  HISTORY     - 1979     GOOD             NGS
 FF1100  HISTORY     - 20030123 MARK NOT FOUND   USACE
 FF1100
 FF1100                          STATION DESCRIPTION
 FF1100
 FF1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1100'8.1 MI SOUTH FROM WILSON.
 FF1100'8.1 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF UNION STREET AT
 FF1100'WILSON, 17 FEET WEST OF THE CENTER OF LEVEE, AND 1 FOOT SOUTH OF
 FF1100'MILEPOST 118/119.   DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET
 FF1100'TO A DEPTH OF 4 FEET.  3 FEET BELOW THE LEEVE.  2 FEET WEST OF A
 FF1100'WITNESS POST.
 FF1100
 FF1100                          STATION RECOVERY (1979)
 FF1100
 FF1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CFS)
 FF1100'THE STATION IS LOCATED ABOUT 6.4 KM SOUTH-SOUTHEAST OF BASSETT,
 FF1100'4.0 KM SOUTHEAST OF JOINER AND ATOP THE WEST LEVEE OF THE
 FF1100'MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM CHIEF ENGINEER,
 FF1100'MR. B.B. FAIR, ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST
 FF1100'MEMPHIS, AR 72301.  TELEPHONE 501-735-1062.
 FF1100'
 FF1100'TO REACH THE STATION FROM THE POST OFFICE IN JOINER, GO SOUTH ON
 FF1100'U.S. HIGHWAY 61 FOR 0.08 KM (0.05 MI) TO A SIDE ROAD LEFT.  TURN
 FF1100'LEFT, CROSS RAILROAD TRACKS, AND GO EAST FOR 0.2 KM (0.1 MI) TO
 FF1100'WHERE STATE HIGHWAY 118 TURNS NORTH.  TURN RIGHT AND GO SOUTH ON
 FF1100'A PAVED ROAD FOR 1.4 KM (0.9 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 FF1100'AND FOLLOW A PAVED ROAD EAST FOR 2.8 KM (1.75 MI) TO A GRAVEL
 FF1100'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.2 KM (1.35 MI) TO THE
 FF1100'TOP OF A LEVEE AND THE STATION ON THE RIGHT.
 FF1100'
 FF1100'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FF1100'STAMPED---L 216 1976---,
 FF1100'CRIMPED ATOP A METAL ROD ENCASED IN A PLASTIC PIPE RECESSED 0.48
 FF1100'METERS BELOW THE GROUND.  IT IS LOCATED
 FF1100'5.2 METERS WEST FROM THE CENTER OF A LEVEE ROAD,
 FF1100'0.6 METERS WEST FROM A METAL WITNESS POST,
 FF1100'0.3 METERS SOUTH FROM MILEPOST 118/119 AND IS IN A FENCELINE.
 FF1100'
 FF1100'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FF1100
 FF1100                          STATION RECOVERY (2003)
 FF1100
 FF1100'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1071 ***********************************************************************
 FF1071  DESIGNATION -  L 217
 FF1071  PID         -  FF1071
 FF1071  STATE/COUNTY-  AR/CRITTENDEN
 FF1071  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1071
 FF1071                         *CURRENT SURVEY CONTROL
 FF1071  ___________________________________________________________________
 FF1071* NAD 83(1997)-  35 13 41.11268(N)    090 06 10.98115(W)     ADJUSTED  
 FF1071* NAVD 88     -        74.738  (meters)     245.20   (feet)  ADJUSTED  
 FF1071  ___________________________________________________________________
 FF1071  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FF1071  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1071  DYNAMIC HT  -          74.671 (meters)     244.98  (feet)  COMP
 FF1071  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FF1071
 FF1071  HORZ ORDER  -  SECOND
 FF1071  VERT ORDER  -  FIRST     CLASS I
 FF1071
 FF1071.The horizontal coordinates were established by classical geodetic methods
 FF1071.and adjusted by the National Geodetic Survey in September 1999..
 FF1071
 FF1071.The orthometric height was determined by differential leveling
 FF1071.and adjusted by the National Geodetic Survey in June 1991..
 FF1071
 FF1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1071
 FF1071.The geoid height was determined by GEOID03.
 FF1071
 FF1071.The dynamic height is computed by dividing the NAVD 88
 FF1071.geopotential number by the normal gravity value computed on the
 FF1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1071.degrees latitude (g = 980.6199 gals.).
 FF1071
 FF1071.The modeled gravity was interpolated from observed gravity values.
 FF1071
 FF1071;                    North         East     Units Scale Factor Converg.
 FF1071;SPC AR N     -   100,928.538   572,668.738   MT  0.99995514   +1 06 13.8
 FF1071;SPC AR N     -   331,129.71  1,878,830.68   sFT  0.99995514   +1 06 13.8
 FF1071;SPC TN       -   107,102.013   226,590.317   MT  1.00000394   -2 24 07.5
 FF1071;SPC TN       -   351,383.85    743,405.07   sFT  1.00000394   -2 24 07.5
 FF1071;UTM  15      - 3,902,184.223   763,653.696   MT  1.00045677   +1 40 19.3
 FF1071
 FF1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1071!SPC AR N     -   0.99999255  x   0.99995514  =   0.99994769
 FF1071!SPC TN       -   0.99999255  x   1.00000394  =   0.99999649
 FF1071!UTM  15      -   0.99999255  x   1.00045677  =   1.00044932
 FF1071
 FF1071                          SUPERSEDED SURVEY CONTROL
 FF1071
 FF1071  NAD 83(1997)-  35 13 41.11283(N)    090 06 10.98112(W) AD(       ) 2
 FF1071  NAD 83(1997)-  35 13 41.11817(N)    090 06 10.98207(W) AD(       ) 2
 FF1071  NAD 83(1986)-  35 13 41.12332(N)    090 06 10.98209(W) AD(       ) 2
 FF1071  NAD 27      -  35 13 40.80336(N)    090 06 10.64991(W) AD(       ) 2
 FF1071  NGVD 29 (??/??/??)   74.721  (m)          245.15   (f) ADJUSTED    1 1
 FF1071
 FF1071.Superseded values are not recommended for survey control.
 FF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1071.See file dsdata.txt to determine how the superseded data were derived.
 FF1071
 FF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6365402184(NAD 83)
 FF1071_MARKER: DB = BENCH MARK DISK
 FF1071_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1071+WITH SETTING: INTO GROUND
 FF1071_SP_SET: METAL ROD WITH BASE PLATE
 FF1071_STAMPING: L 217 1976
 FF1071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1071+STABILITY: SURFACE MOTION
 FF1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1071+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF1071
 FF1071  HISTORY     - Date     Condition        Report By
 FF1071  HISTORY     - 1976     MONUMENTED       NGS
 FF1071  HISTORY     - 1979     GOOD             NGS
 FF1071  HISTORY     - 20030127 GOOD             USACE
 FF1071
 FF1071                          STATION DESCRIPTION
 FF1071
 FF1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1071'6.6 MI NORTH FROM WEST MEMPHIS.
 FF1071'6.6 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1071'HIGHWAY 55 AT WEST MEMPHIS, 15 FEET WEST OF THE CENTER OF LEVEE,
 FF1071'AND 1 FOOT EAST OF MILEPOST 144/145.
 FF1071'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1071'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1071
 FF1071                          STATION RECOVERY (1979)
 FF1071
 FF1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1071'THE STATION IS LOCATED ABOUT 15.2 KILOMETERS NORTHWEST OF MEMPHIS,
 FF1071'TENNESSEE, 8.0 KILOMETERS NORTHEAST OF MARION, ARKANSAS AND ATOP
 FF1071'THE WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED
 FF1071'FROM CHIEF ENGINEER, MR. BURRELL B. FAIR, ST. FRANCIS LEVEE
 FF1071'DISTRICT, P.O. BOX 308, WEST MEMPHIS, ARKANSAS. 72301.
 FF1071'TELEPHONE 501-735-1062.
 FF1071'
 FF1071'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 FF1071'AND STATE HGIHWAY 77 IN MARION, GO EAST, CROSSING RAILROAD TRACKS,
 FF1071'ON MILITARY ROAD FOR 0.16 KILOMETERS (0.1 MI.) TO A SIDE ROAD
 FF1071'LEFT.  TURN LEFT AND GO NORTH ON CYPRESS LANE FOR 0.48
 FF1071'KILOMETER (0.3 MI.)TO WHERE THE PAVED ROAD TURNS RIGHT AND A
 FF1071'GRAVEL ROAD GOES NORTH, TURN RIGHT AND GO EASTERLY ON A PAVED
 FF1071'ROAD FOR 7.56 KILOMETERS (4.7 MI.) TO A T-ROAD.  TURN LEFT AND GO
 FF1071'NORTHERLY ON A PAVED ROAD FOR 2.41 KILOMETERS (1.5 MI.) TO A
 FF1071'LOCKED BOARD GATE, ABOUT 300 FEET BEFORE REACHING A POINT WHERE
 FF1071'THE ROAD TURNS LEFT.  TURN RIGHT, PASS THROUGH THE GATE AND GO
 FF1071'EASTERLY ON A FIELD ROAD FOR 0.16 KILOMETER (0.1 MI.) TO THE TOP
 FF1071'OF A LEVEE.  TURN RIGHT AND GO SOUTHERLY ATOP THE LEVEE FOR 1.65
 FF1071'KILOMETERS TO MILEPOST 144/145 AND THE STATION ON THE RIGHT.
 FF1071'
 FF1071'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FF1071'STAMPED---L 217 1976---,
 FF1071'CRIMPED ATOP A METAL ROD ENCASED IN A 4-INCH PVC PIPE SURROUNDED
 FF1071'BY CONCRETE THAT IS FLUSH WITH THE GROUND.
 FF1071'IT IS LOCATED
 FF1071'4.6 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 FF1071'0.3 METER EAST FROM MILEPOST 144/145 AND
 FF1071'0.3 METER NORTH FROM A METAL WITNESS POST.
 FF1071'
 FF1071'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 FF1071
 FF1071                          STATION RECOVERY (2003)
 FF1071
 FF1071'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1071'THE LEVEE MILE POST IS MISSING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0194 ***********************************************************************
 EH0194  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0194  DESIGNATION -  L 218
 EH0194  PID         -  EH0194
 EH0194  STATE/COUNTY-  AR/CRITTENDEN
 EH0194  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0194
 EH0194                         *CURRENT SURVEY CONTROL
 EH0194  ___________________________________________________________________
 EH0194* NAD 83(1997)-  34 58 45.52914(N)    090 18 24.61548(W)     ADJUSTED  
 EH0194* NAVD 88     -        70.38   (meters)     230.9    (feet)  GPS OBS   
 EH0194  ___________________________________________________________________
 EH0194  X           -     -28,017.749 (meters)                     COMP
 EH0194  Y           -  -5,231,703.213 (meters)                     COMP
 EH0194  Z           -   3,636,011.529 (meters)                     COMP
 EH0194  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 EH0194  ELLIP HEIGHT-          43.21  (meters)          (05/31/05) GPS OBS
 EH0194  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EH0194  DYNAMIC HT  -          70.31  (meters)     230.7   (feet)  COMP
 EH0194  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 EH0194
 EH0194  HORZ ORDER  -  FIRST
 EH0194  VERT ORDER  -  FIRST     CLASS II (See Below)
 EH0194  ELLP ORDER  -  FOURTH    CLASS II
 EH0194
 EH0194.The horizontal coordinates were established by GPS observations
 EH0194.and adjusted by the National Geodetic Survey in May 2005..
 EH0194
 EH0194.The orthometric height was determined by GPS observations and a
 EH0194.high-resolution geoid model using precise GPS observation and
 EH0194.processing techniques. It supersedes the leveled height previously
 EH0194.determined for this station.
 EH0194.The vertical order pertains to the first NAVD 88 superseded value.
 EH0194
 EH0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0194
 EH0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0194
 EH0194.The ellipsoidal height was determined by GPS observations
 EH0194.and is referenced to NAD 83.
 EH0194
 EH0194.The geoid height was determined by GEOID03.
 EH0194
 EH0194.The dynamic height is computed by dividing the NAVD 88
 EH0194.geopotential number by the normal gravity value computed on the
 EH0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0194.degrees latitude (g = 980.6199 gals.).
 EH0194
 EH0194.The modeled gravity was interpolated from observed gravity values.
 EH0194
 EH0194;                    North         East     Units Scale Factor Converg.
 EH0194;SPC AR N     -    72,995.711   554,595.615   MT  0.99999128   +0 59 06.9
 EH0194;SPC AR N     -   239,486.76  1,819,535.78   sFT  0.99999128   +0 59 06.9
 EH0194;UTM  15      - 3,874,062.890   745,848.634   MT  1.00034499   +1 32 41.0
 EH0194
 EH0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0194!SPC AR N     -   0.99999322  x   0.99999128  =   0.99998450
 EH0194!UTM  15      -   0.99999322  x   1.00034499  =   1.00033821
 EH0194
 EH0194                          SUPERSEDED SURVEY CONTROL
 EH0194
 EH0194  NAVD 88 (06/15/91)   70.423  (m)          231.05   (f) ADJUSTED    1 2
 EH0194  NGVD 29 (??/??/??)   70.431  (m)          231.07   (f) ADJUSTED    1 2
 EH0194
 EH0194.Superseded values are not recommended for survey control.
 EH0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0194.See file dsdata.txt to determine how the superseded data were derived.
 EH0194
 EH0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4584974063(NAD 83)
 EH0194_MARKER: DB = BENCH MARK DISK
 EH0194_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0194_SP_SET: 4 FEET
 EH0194_STAMPING: L 218 1976
 EH0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0194+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 EH0194
 EH0194  HISTORY     - Date     Condition        Report By
 EH0194  HISTORY     - 1976     MONUMENTED       NGS
 EH0194  HISTORY     - 20030317 GOOD             USACE
 EH0194  HISTORY     - 20030723 GOOD             EMCINC
 EH0194
 EH0194                          STATION DESCRIPTION
 EH0194
 EH0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0194'21.5 MI S FROM WEST MEMPHIS.
 EH0194'21.5 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 EH0194'HIGHWAY 55 AT WEST MEMPHIS, ALSO 0.4 MILE NORTHWEST OF PINCKNEY, 3
 EH0194'FEET NORTH OF MILEPOST 172/173, AND 19 FEET SOUTHWEST OF THE CENTER
 EH0194'LINE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0194'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW
 EH0194'LEVEE 1 FOOT SOUTHEAST OF A WITNESS POST.
 EH0194
 EH0194                          STATION RECOVERY (2003)
 EH0194
 EH0194'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0194'RECOVERED IN GOOD CONDITION.
 EH0194
 EH0194                          STATION RECOVERY (2003)
 EH0194
 EH0194'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 EH0194'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0218 ***********************************************************************
 EH0218  DESIGNATION -  L 219
 EH0218  PID         -  EH0218
 EH0218  STATE/COUNTY-  AR/LEE
 EH0218  USGS QUAD   -  HUGHES (1993)
 EH0218
 EH0218                         *CURRENT SURVEY CONTROL
 EH0218  ___________________________________________________________________
 EH0218* NAD 83(1986)-  34 53 36.     (N)    090 27 45.     (W)     SCALED    
 EH0218* NAVD 88     -        66.349  (meters)     217.68   (feet)  ADJUSTED  
 EH0218  ___________________________________________________________________
 EH0218  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH0218  DYNAMIC HT  -          66.288 (meters)     217.48  (feet)  COMP
 EH0218  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 EH0218
 EH0218  VERT ORDER  -  FIRST     CLASS II
 EH0218
 EH0218.The horizontal coordinates were scaled from a topographic map and have
 EH0218.an estimated accuracy of +/- 6 seconds.
 EH0218
 EH0218.The orthometric height was determined by differential leveling
 EH0218.and adjusted by the National Geodetic Survey in June 1991..
 EH0218
 EH0218.The geoid height was determined by GEOID03.
 EH0218
 EH0218.The dynamic height is computed by dividing the NAVD 88
 EH0218.geopotential number by the normal gravity value computed on the
 EH0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0218.degrees latitude (g = 980.6199 gals.).
 EH0218
 EH0218.The modeled gravity was interpolated from observed gravity values.
 EH0218
 EH0218;                    North         East    Units  Estimated Accuracy
 EH0218;SPC AR S     -   648,030.      540,540.      MT  (+/- 180 meters Scaled)
 EH0218
 EH0218                          SUPERSEDED SURVEY CONTROL
 EH0218
 EH0218  NGVD 29 (??/??/??)   66.372  (m)          217.76   (f) ADJUSTED    1 2
 EH0218
 EH0218.Superseded values are not recommended for survey control.
 EH0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0218.See file dsdata.txt to determine how the superseded data were derived.
 EH0218
 EH0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU318641(NAD 83)
 EH0218_MARKER: DB = BENCH MARK DISK
 EH0218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0218_SP_SET: 4 FEET
 EH0218_STAMPING: L 219 1976
 EH0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0218
 EH0218  HISTORY     - Date     Condition        Report By
 EH0218  HISTORY     - 1976     MONUMENTED       NGS
 EH0218
 EH0218                          STATION DESCRIPTION
 EH0218
 EH0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0218'13.9 MI NE FROM WHITEHALL.
 EH0218'13.9 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0218'AT WHITEHALL, ALSO ABOUT 0.75 MILE SOUTHWEST OF INDIAN MOUND, 21 FEET
 EH0218'NORTHWEST OF THE CENTER LINE OF THE LEVEE, 3 FEET EAST OF MILEPOST
 EH0218'191/192.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0218'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0218'FOOT SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0012 ***********************************************************************
 DM0012  DESIGNATION -  L 22
 DM0012  PID         -  DM0012
 DM0012  STATE/COUNTY-  AR/LITTLE RIVER
 DM0012  USGS QUAD   -  WINTHROP (1975)
 DM0012
 DM0012                         *CURRENT SURVEY CONTROL
 DM0012  ___________________________________________________________________
 DM0012* NAD 83(1986)-  33 48 10.     (N)    094 19 18.     (W)     SCALED    
 DM0012* NAVD 88     -        91.788  (meters)     301.14   (feet)  ADJUSTED  
 DM0012  ___________________________________________________________________
 DM0012  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DM0012  DYNAMIC HT  -          91.694 (meters)     300.83  (feet)  COMP
 DM0012  MODELED GRAV-     979,608.7   (mgal)                       NAVD 88
 DM0012
 DM0012  VERT ORDER  -  FIRST     CLASS II
 DM0012
 DM0012.The horizontal coordinates were scaled from a topographic map and have
 DM0012.an estimated accuracy of +/- 6 seconds.
 DM0012
 DM0012.The orthometric height was determined by differential leveling
 DM0012.and adjusted by the National Geodetic Survey in June 1991..
 DM0012
 DM0012.The geoid height was determined by GEOID03.
 DM0012
 DM0012.The dynamic height is computed by dividing the NAVD 88
 DM0012.geopotential number by the normal gravity value computed on the
 DM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0012.degrees latitude (g = 980.6199 gals.).
 DM0012
 DM0012.The modeled gravity was interpolated from observed gravity values.
 DM0012
 DM0012;                    North         East    Units  Estimated Accuracy
 DM0012;SPC AR S     -   528,450.      185,050.      MT  (+/- 180 meters Scaled)
 DM0012
 DM0012                          SUPERSEDED SURVEY CONTROL
 DM0012
 DM0012  NGVD 29 (??/??/92)   91.783  (m)          301.12   (f) ADJ UNCH    1 2
 DM0012
 DM0012.Superseded values are not recommended for survey control.
 DM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0012.See file dsdata.txt to determine how the superseded data were derived.
 DM0012
 DM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT776410(NAD 83)
 DM0012_MARKER: DB = BENCH MARK DISK
 DM0012_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0012_MARK LOGO: CGS   
 DM0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0012
 DM0012  HISTORY     - Date     Condition        Report By
 DM0012  HISTORY     - UNK      MONUMENTED       CGS
 DM0012  HISTORY     - 1932     GOOD             NGS
 DM0012  HISTORY     - 1962     GOOD             NGS
 DM0012  HISTORY     - 1985     GOOD             NGS
 DM0012
 DM0012                          STATION DESCRIPTION
 DM0012
 DM0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0012'2.5 MI S FROM WINTHROP.
 DM0012'LOCATED IN THE EAST END OF A CULVERT.  890 FEET NORTH OF MILEPOST 452.
 DM0012
 DM0012                          STATION RECOVERY (1962)
 DM0012
 DM0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0012'RECOVERED IN GOOD CONDITION.
 DM0012
 DM0012                          STATION RECOVERY (1985)
 DM0012
 DM0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0711 ***********************************************************************
 EH0711  DESIGNATION -  L 220
 EH0711  PID         -  EH0711
 EH0711  STATE/COUNTY-  AR/PHILLIPS
 EH0711  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0711
 EH0711                         *CURRENT SURVEY CONTROL
 EH0711  ___________________________________________________________________
 EH0711* NAD 83(1986)-  34 22 56.     (N)    090 40 20.     (W)     SCALED    
 EH0711* NAVD 88     -        60.421  (meters)     198.23   (feet)  ADJUSTED  
 EH0711  ___________________________________________________________________
 EH0711  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0711  DYNAMIC HT  -          60.362 (meters)     198.04  (feet)  COMP
 EH0711  MODELED GRAV-     979,656.4   (mgal)                       NAVD 88
 EH0711
 EH0711  VERT ORDER  -  FIRST     CLASS II
 EH0711
 EH0711.The horizontal coordinates were scaled from a topographic map and have
 EH0711.an estimated accuracy of +/- 6 seconds.
 EH0711
 EH0711.The orthometric height was determined by differential leveling
 EH0711.and adjusted by the National Geodetic Survey in June 1991..
 EH0711
 EH0711.The geoid height was determined by GEOID03.
 EH0711
 EH0711.The dynamic height is computed by dividing the NAVD 88
 EH0711.geopotential number by the normal gravity value computed on the
 EH0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0711.degrees latitude (g = 980.6199 gals.).
 EH0711
 EH0711.The modeled gravity was interpolated from observed gravity values.
 EH0711
 EH0711;                    North         East    Units  Estimated Accuracy
 EH0711;SPC AR S     -   591,070.      522,100.      MT  (+/- 180 meters Scaled)
 EH0711
 EH0711                          SUPERSEDED SURVEY CONTROL
 EH0711
 EH0711  NGVD 29 (??/??/??)   60.462  (m)          198.37   (f) ADJUSTED    1 2
 EH0711
 EH0711.Superseded values are not recommended for survey control.
 EH0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0711.See file dsdata.txt to determine how the superseded data were derived.
 EH0711
 EH0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU140069(NAD 83)
 EH0711_MARKER: DB = BENCH MARK DISK
 EH0711_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0711+WITH SETTING: INTO GROUND
 EH0711_STAMPING: L 220 1976
 EH0711_MARK LOGO: NGS   
 EH0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0711+STABILITY: SURFACE MOTION
 EH0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0711+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 EH0711
 EH0711  HISTORY     - Date     Condition        Report By
 EH0711  HISTORY     - 1976     MONUMENTED       NGS
 EH0711  HISTORY     - 1985     GOOD             NGS
 EH0711  HISTORY     - 20000901 GOOD             USE
 EH0711
 EH0711                          STATION DESCRIPTION
 EH0711
 EH0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0711'13.3 MI S FROM HELENA.
 EH0711'13.3 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0711'HELENA, 47 FEET NORTH AND ACROSS LEVEE FROM A USE TIDE STAFF, 16 FEET
 EH0711'NORTH OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT SOUTH OF MILEPOST
 EH0711'14/15.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0711'FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  1 FOOT BELOW LEVEE. 1
 EH0711'FOOT NORTHWEST OF A WITNESS POST.
 EH0711
 EH0711                          STATION RECOVERY (1985)
 EH0711
 EH0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0711'RECOVERED IN GOOD CONDITION.
 EH0711
 EH0711                          STATION RECOVERY (2000)
 EH0711
 EH0711'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0747 ***********************************************************************
 EH0747  DESIGNATION -  L 221
 EH0747  PID         -  EH0747
 EH0747  STATE/COUNTY-  AR/PHILLIPS
 EH0747  USGS QUAD   -  MELLWOOD (1982)
 EH0747
 EH0747                         *CURRENT SURVEY CONTROL
 EH0747  ___________________________________________________________________
 EH0747* NAD 83(1986)-  34 11 22.     (N)    090 55 06.     (W)     SCALED    
 EH0747* NAVD 88     -        58.306  (meters)     191.29   (feet)  ADJUSTED  
 EH0747  ___________________________________________________________________
 EH0747  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EH0747  DYNAMIC HT  -          58.248 (meters)     191.10  (feet)  COMP
 EH0747  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 EH0747
 EH0747  VERT ORDER  -  FIRST     CLASS II
 EH0747
 EH0747.The horizontal coordinates were scaled from a topographic map and have
 EH0747.an estimated accuracy of +/- 6 seconds.
 EH0747
 EH0747.The orthometric height was determined by differential leveling
 EH0747.and adjusted by the National Geodetic Survey in June 1991..
 EH0747
 EH0747.The geoid height was determined by GEOID03.
 EH0747
 EH0747.The dynamic height is computed by dividing the NAVD 88
 EH0747.geopotential number by the normal gravity value computed on the
 EH0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0747.degrees latitude (g = 980.6199 gals.).
 EH0747
 EH0747.The modeled gravity was interpolated from observed gravity values.
 EH0747
 EH0747;                    North         East    Units  Estimated Accuracy
 EH0747;SPC AR S     -   569,420.      499,700.      MT  (+/- 180 meters Scaled)
 EH0747
 EH0747                          SUPERSEDED SURVEY CONTROL
 EH0747
 EH0747  NGVD 29 (??/??/??)   58.369  (m)          191.50   (f) ADJUSTED    1 2
 EH0747
 EH0747.Superseded values are not recommended for survey control.
 EH0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0747.See file dsdata.txt to determine how the superseded data were derived.
 EH0747
 EH0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT918851(NAD 83)
 EH0747_MARKER: DB = BENCH MARK DISK
 EH0747_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0747+WITH SETTING: INTO GROUND
 EH0747_STAMPING: L 221 1976
 EH0747_MARK LOGO: NGS   
 EH0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0747+STABILITY: SURFACE MOTION
 EH0747
 EH0747  HISTORY     - Date     Condition        Report By
 EH0747  HISTORY     - 1976     MONUMENTED       NGS
 EH0747  HISTORY     - 1985     GOOD             NGS
 EH0747
 EH0747                          STATION DESCRIPTION
 EH0747
 EH0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0747'2.6 MI S FROM MELLWOOD.
 EH0747'2.6 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0747'MELLWOOD, 30 FEET NORTH OF THE CENTER LINE OF THE LEVEE, 9 FEET WEST
 EH0747'OF THE CENTER LINE OF AN OFF RAMP LEADING TO A HOUSE AT THE FOOT OF
 EH0747'THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0747'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0747'FOOT NORTH OF A WITNESS POST.
 EH0747
 EH0747                          STATION RECOVERY (1985)
 EH0747
 EH0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0747'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0988 ***********************************************************************
 EH0988  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0988  DESIGNATION -  L 222
 EH0988  PID         -  EH0988
 EH0988  STATE/COUNTY-  AR/LEE
 EH0988  USGS QUAD   -  LA GRANGE (1982)
 EH0988
 EH0988                         *CURRENT SURVEY CONTROL
 EH0988  ___________________________________________________________________
 EH0988* NAD 83(1997)-  34 39 58.42242(N)    090 37 46.32779(W)     ADJUSTED  
 EH0988* NAVD 88     -        63.79   (meters)     209.3    (feet)  GPS OBS   
 EH0988  ___________________________________________________________________
 EH0988  X           -     -57,700.697 (meters)                     COMP
 EH0988  Y           -  -5,251,289.906 (meters)                     COMP
 EH0988  Z           -   3,607,494.758 (meters)                     COMP
 EH0988  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EH0988  ELLIP HEIGHT-          36.79  (meters)          (01/24/03) GPS OBS
 EH0988  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0988  DYNAMIC HT  -          63.73  (meters)     209.1   (feet)  COMP
 EH0988  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 EH0988
 EH0988  HORZ ORDER  -  FIRST
 EH0988  VERT ORDER  -  THIRD (See Below)
 EH0988  ELLP ORDER  -  SECOND    CLASS II
 EH0988
 EH0988.The horizontal coordinates were established by GPS observations
 EH0988.and adjusted by the National Geodetic Survey in January 2003..
 EH0988
 EH0988.The orthometric height was determined by GPS observations and a
 EH0988.high-resolution geoid model using precise GPS observation and
 EH0988.processing techniques. It supersedes the leveled height previously
 EH0988.determined for this station.
 EH0988.The vertical order pertains to the first NAVD 88 superseded value.
 EH0988
 EH0988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0988
 EH0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0988
 EH0988.The ellipsoidal height was determined by GPS observations
 EH0988.and is referenced to NAD 83.
 EH0988
 EH0988.The geoid height was determined by GEOID03.
 EH0988
 EH0988.The dynamic height is computed by dividing the NAVD 88
 EH0988.geopotential number by the normal gravity value computed on the
 EH0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0988.degrees latitude (g = 980.6199 gals.).
 EH0988
 EH0988.The modeled gravity was interpolated from observed gravity values.
 EH0988
 EH0988;                    North         East     Units Scale Factor Converg.
 EH0988;SPC AR S     -   622,622.633   525,606.709   MT  0.99997914   +0 46 01.3
 EH0988;SPC AR S     - 2,042,721.09  1,724,428.01   sFT  0.99997914   +0 46 01.3
 EH0988;UTM  15      - 3,838,586.638   717,205.526   MT  1.00018153   +1 20 55.8
 EH0988
 EH0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0988!SPC AR S     -   0.99999423  x   0.99997914  =   0.99997337
 EH0988!UTM  15      -   0.99999423  x   1.00018153  =   1.00017575
 EH0988
 EH0988                          SUPERSEDED SURVEY CONTROL
 EH0988
 EH0988  NAVD 88 (06/15/91)   63.750  (m)          209.15   (f) ADJUSTED    1 2
 EH0988  NGVD 29 (??/??/??)   63.781  (m)          209.25   (f) ADJUSTED    1 2
 EH0988
 EH0988.Superseded values are not recommended for survey control.
 EH0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0988.See file dsdata.txt to determine how the superseded data were derived.
 EH0988
 EH0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1720638587(NAD 83)
 EH0988_MARKER: DB = BENCH MARK DISK
 EH0988_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EH0988+WITH SETTING: INFORMATION.
 EH0988_STAMPING: L 222 1976
 EH0988_MARK LOGO: NGS   
 EH0988_PROJECTION: RECESSED 8 CENTIMETERS
 EH0988_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0988+STABILITY: SURFACE MOTION
 EH0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0988+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 EH0988_ROD/PIPE-DEPTH:  1.2 meters
 EH0988
 EH0988  HISTORY     - Date     Condition        Report By
 EH0988  HISTORY     - 1976     MONUMENTED       NGS
 EH0988  HISTORY     - 20000901 GOOD             USE
 EH0988  HISTORY     - 20011017 GOOD             3001
 EH0988
 EH0988                          STATION DESCRIPTION
 EH0988
 EH0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0988'10.45 MI S FROM WHITEHALL.
 EH0988'10.45 7ILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0988'WHITEHALL, 20 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 2
 EH0988'FEET SOUTHEAST OF MILEPOST 215/216.  A DISK ON TOP OF A COPPER-COATED
 EH0988'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.
 EH0988'2 FEET BELOW LEVEE 1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0988
 EH0988                          STATION RECOVERY (2000)
 EH0988
 EH0988'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0988'RECOVERED IN GOOD CONDITION.
 EH0988
 EH0988                          STATION RECOVERY (2001)
 EH0988
 EH0988'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH0988'THE STATION IS LOCATED IN LEE COUNTY, ARKANSAS, ON THE MISSISSIPPI
 EH0988'RIVER LEVEE, LMP 215/216.
 EH0988'10.6 MILES SOUTHEAST OF MARIANNA, AR.  7.9 MILES NORTH OF WEST HELENA,
 EH0988'AR.  4.9 MILES
 EH0988'SOUTHEAST OF HUXTABLE PUMP STATON.
 EH0988' 
 EH0988'TO REACH THE STATION FROM THE INTERSECTION OF HWY 79 AND 121,
 EH0988'APPROXIMATELY 3.3 MILES
 EH0988'NORTHEAST OF MARIANNA, AR., PROCEED SOUTHEAST ON HWY 121 1.2 MILES TO
 EH0988'THE START OF THE
 EH0988'GRAVEL ROAD ON TOP OF THE LEVEE.  FOLLOW THE GRAVEL ROAD ON TOP OF
 EH0988'LEVEE 5.4 MILES TO
 EH0988'THE W.G. HUXTABLE PUMP STATION.  PROCEED SOUTHEAST ON TOP OF LEVEE 3.1
 EH0988'MILES TO THE
 EH0988'INTERSECTION OF THE MAIN MISSISSIPPI RIVER LEVEE.  TURN RIGHT (SOUTH)
 EH0988'ON MAIN LEVEE,
 EH0988'PROCEED SOUTH 4.7 MILES TO LMP 215/216 AND MARK IS ON THE RIGHT.
 EH0988' 
 EH0988'THE STATION IS A DISK ON TOP OF A COPPER-COATED STEEL ROD DRIVEN TO A
 EH0988'DEPTH OF 4 FEET,
 EH0988'ENCASED IN A PVC PIPE.  CUP RE-CESSED 3 INCHES BELOW TOP OF PIPE.  CAP
 EH0988'IS 20 FEET NORTHWEST
 EH0988'OF CENTERLINE OF LEVEE.  2 FEET NORTHEAST OF LMP 215/216.  1 FOOT
 EH0988'SOUTHEAST OF WITNESS
 EH0988'POST.  STAMPED L 222 1976.  SET BY NGS.
 EH0988'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1439 ***********************************************************************
 EH1439  DESIGNATION -  L 223
 EH1439  PID         -  EH1439
 EH1439  STATE/COUNTY-  AR/DESHA
 EH1439  USGS QUAD   -  SNOW LAKE (1967)
 EH1439
 EH1439                         *CURRENT SURVEY CONTROL
 EH1439  ___________________________________________________________________
 EH1439* NAD 83(1997)-  34 00 42.44027(N)    091 00 44.87209(W)     ADJUSTED  
 EH1439* NAVD 88     -        55.300  (meters)     181.43   (feet)  ADJUSTED  
 EH1439  ___________________________________________________________________
 EH1439  X           -     -93,518.949 (meters)                     COMP
 EH1439  Y           -  -5,291,724.801 (meters)                     COMP
 EH1439  Z           -   3,547,546.861 (meters)                     COMP
 EH1439  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EH1439  ELLIP HEIGHT-          29.09  (meters)          (09/14/99) GPS OBS
 EH1439  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH1439  DYNAMIC HT  -          55.245 (meters)     181.25  (feet)  COMP
 EH1439  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 EH1439
 EH1439  HORZ ORDER  -  SECOND
 EH1439  VERT ORDER  -  FIRST     CLASS II
 EH1439  ELLP ORDER  -  FOURTH    CLASS I
 EH1439
 EH1439.The horizontal coordinates were established by GPS observations
 EH1439.and adjusted by the National Geodetic Survey in September 1999..
 EH1439
 EH1439.The orthometric height was determined by differential leveling
 EH1439.and adjusted by the National Geodetic Survey in June 1991..
 EH1439
 EH1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1439
 EH1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1439
 EH1439.The ellipsoidal height was determined by GPS observations
 EH1439.and is referenced to NAD 83.
 EH1439
 EH1439.The geoid height was determined by GEOID03.
 EH1439
 EH1439.The dynamic height is computed by dividing the NAVD 88
 EH1439.geopotential number by the normal gravity value computed on the
 EH1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1439.degrees latitude (g = 980.6199 gals.).
 EH1439
 EH1439.The modeled gravity was interpolated from observed gravity values.
 EH1439
 EH1439;                    North         East     Units Scale Factor Converg.
 EH1439;SPC AR S     -   549,630.295   491,211.809   MT  0.99991855   +0 33 09.8
 EH1439;SPC AR S     - 1,803,245.39  1,611,584.08   sFT  0.99991855   +0 33 09.8
 EH1439;UTM  15      - 3,765,244.162   683,533.126   MT  1.00001525   +1 06 43.4
 EH1439
 EH1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1439!SPC AR S     -   0.99999543  x   0.99991855  =   0.99991398
 EH1439!UTM  15      -   0.99999543  x   1.00001525  =   1.00001068
 EH1439
 EH1439                          SUPERSEDED SURVEY CONTROL
 EH1439
 EH1439  NAD 83(1997)-  34 00 42.44129(N)    091 00 44.87208(W) AD(       ) 2
 EH1439  NAD 83(1986)-  34 00 42.44860(N)    091 00 44.86811(W) AD(       ) 2
 EH1439  NGVD 29 (??/??/??)   55.344  (m)          181.57   (f) ADJUSTED    1 2
 EH1439
 EH1439.Superseded values are not recommended for survey control.
 EH1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1439.See file dsdata.txt to determine how the superseded data were derived.
 EH1439
 EH1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8353365244(NAD 83)
 EH1439_MARKER: DB = BENCH MARK DISK
 EH1439_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1439+WITH SETTING: INTO GROUND
 EH1439_STAMPING: L 223 1976
 EH1439_MARK LOGO: NGS   
 EH1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1439+STABILITY: SURFACE MOTION
 EH1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1439+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH1439
 EH1439  HISTORY     - Date     Condition        Report By
 EH1439  HISTORY     - 1976     MONUMENTED       NGS
 EH1439  HISTORY     - 1985     GOOD             NGS
 EH1439  HISTORY     - 1985     GOOD             NGS
 EH1439
 EH1439                          STATION DESCRIPTION
 EH1439
 EH1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1439'22.1 MI S FROM MELLWOOD.
 EH1439'22.1 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH1439'MELLWOOD, 11 FEET NORTHWEST OF THE CENTER OF LEVEE, AND 13 FEET NORTH
 EH1439'OF A CATTLE GUARD.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH1439'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. 1 FOOT BELOW
 EH1439'LEVEE 1 FOOT NORTH OF A WITNESS POST.
 EH1439
 EH1439                          STATION RECOVERY (1985)
 EH1439
 EH1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH1439'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTH OF CRUMROD,
 EH1439'5.6 KM (3.5 MI) SOUTH-SOUTHEAST OF SNOW LAKE, ON THE MAIN LEVEE
 EH1439'ALONG THE MISSISIPPI RIVER, JUST NORTHEAST OF A LARGE TURN IN
 EH1439'THE LEVEE TOWARDS THE NORTHWEST, IN T 8 S , R 1 E , NORTHWEST 1/4
 EH1439'SECTION 10.  OWNERSHIP--LACONIA CIRCLE SPECIAL DRAINAGE DISTRICT
 EH1439'OF DESHA COUNTY, ARKANSAS, C/O JAMES N. SMITH, ATT., PO BOX
 EH1439'381, MCGEHEE AR 71654, PHONE 501-222-3456.
 EH1439'
 EH1439'TO REACH FROM THE ONLY STORE IN CRUMROD, GO SOUTH ON STATE
 EH1439'HIGHWAY 85 FOR 2.45 KM (1.5 MI) TO THE DESHA-PHILLIPS COUNTY
 EH1439'LINE.  CONTINUE SOUTH FOR 5.20 KM (3.2 MI) TO A LEVEE
 EH1439'CONTINUE SOUTH FOR 1.51 KM (0.9 MI) TO A CROSSROAD
 EH1439'(HIGHWAY 85 TURNS RIGHT).  TURN LEFT, EASTERLY, ON A DIRT
 EH1439'ROAD FOR 5.6 KM (3.5 MI) TO THE LEVEE ROAD.  TURN RIGHT, SOUTHWEST, ON
 EH1439'THE LEVEE ROAD FOR 4.0 KM (2.5 MI) TO A LOCKED GATE.  CONTINUE
 EH1439'AHEAD FOR 2.73 KM (1.7 MI) TO A CATTLE GUARD.  CONTINUE AHEAD
 EH1439'FOR 1.44 KM (0.9 MI) TO A CATTLE GUARD AND THE STATION
 EH1439'ON THE RIGHT.
 EH1439'
 EH1439'STATION MARK, A STANDARD NGS BENCH MARK DISK STAMPED--L 223 1976--,
 EH1439'IS CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A VINYL PIPE.
 EH1439'MARK IS FLUSH WITH THE GROUND.  IT IS 3.5 METERS NORTHWEST OF
 EH1439'THE ROAD CENTER, 4.0 METERS NORTH OF THE CATTLE GUARD CENTER.
 EH1439'0.3 METER LOWER THAN THE ROAD, AND 0.3 METER NORTHEAST OF
 EH1439'A FENCE.
 EH1439'
 EH1439'THIS STATION IS INTERVISIBLE WITH HENRICO 1964.
 EH1439
 EH1439                          STATION RECOVERY (1985)
 EH1439
 EH1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1439'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) SOUTH OF
 EH1439'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1037 ***********************************************************************
 EH1037  DESIGNATION -  L 224
 EH1037  PID         -  EH1037
 EH1037  STATE/COUNTY-  AR/PHILLIPS
 EH1037  USGS QUAD   -  WEST HELENA (1982)
 EH1037
 EH1037                         *CURRENT SURVEY CONTROL
 EH1037  ___________________________________________________________________
 EH1037* NAD 83(1986)-  34 33 15.     (N)    090 42 21.     (W)     SCALED    
 EH1037* NAVD 88     -        63.625  (meters)     208.74   (feet)  ADJUSTED  
 EH1037  ___________________________________________________________________
 EH1037  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH1037  DYNAMIC HT  -          63.563 (meters)     208.54  (feet)  COMP
 EH1037  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 EH1037
 EH1037  VERT ORDER  -  FIRST     CLASS II
 EH1037
 EH1037.The horizontal coordinates were scaled from a topographic map and have
 EH1037.an estimated accuracy of +/- 6 seconds.
 EH1037
 EH1037.The orthometric height was determined by differential leveling
 EH1037.and adjusted by the National Geodetic Survey in June 1991..
 EH1037
 EH1037.The geoid height was determined by GEOID03.
 EH1037
 EH1037.The dynamic height is computed by dividing the NAVD 88
 EH1037.geopotential number by the normal gravity value computed on the
 EH1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1037.degrees latitude (g = 980.6199 gals.).
 EH1037
 EH1037.The modeled gravity was interpolated from observed gravity values.
 EH1037
 EH1037;                    North         East    Units  Estimated Accuracy
 EH1037;SPC AR S     -   610,100.      518,770.      MT  (+/- 180 meters Scaled)
 EH1037
 EH1037                          SUPERSEDED SURVEY CONTROL
 EH1037
 EH1037  NGVD 29 (??/??/??)   63.663  (m)          208.87   (f) ADJUSTED    1 2
 EH1037
 EH1037.Superseded values are not recommended for survey control.
 EH1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1037.See file dsdata.txt to determine how the superseded data were derived.
 EH1037
 EH1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU104259(NAD 83)
 EH1037_MARKER: DB = BENCH MARK DISK
 EH1037_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1037+WITH SETTING: INTO GROUND
 EH1037_STAMPING: L 224 1976
 EH1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1037+STABILITY: SURFACE MOTION
 EH1037
 EH1037  HISTORY     - Date     Condition        Report By
 EH1037  HISTORY     - 1976     MONUMENTED       NGS
 EH1037  HISTORY     - 1977     GOOD             NGS
 EH1037  HISTORY     - 1987     GOOD             USPSQD
 EH1037  HISTORY     - 20030305 POOR             USACE
 EH1037
 EH1037                          STATION DESCRIPTION
 EH1037
 EH1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1037'4.5 MI W FROM WEST HELENA.
 EH1037'4.5 MILES WEST ALONG U.S. HIGHWAY 49 FROM THE WEST HELENA BAPTIST
 EH1037'CHURCH, 66.3 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 15 FEET EAST OF
 EH1037'THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, AND 25 FEET SOUTHEAST
 EH1037'OF THE SOUTHEAST CORNER OF A RAILROAD ELECTRIC BOX.  A DISK ON TOP OF
 EH1037'A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1037'PROJECTING +0 INCHES.  1 FOOT ABOVE HIGHWAY 5 FEET NORTHWEST OF A
 EH1037'WITNESS POST.
 EH1037
 EH1037                          STATION RECOVERY (1977)
 EH1037
 EH1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EH1037'RECOVERED IN GOOD CONDITION.
 EH1037
 EH1037                          STATION RECOVERY (1987)
 EH1037
 EH1037'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1037'RECOVERED IN GOOD CONDITION.
 EH1037
 EH1037                          STATION RECOVERY (2003)
 EH1037
 EH1037'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1037'MARK IS SEPERATED FROM PVC AND CONCRETE, AND IT IS LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1465 ***********************************************************************
 EH1465  DESIGNATION -  L 225
 EH1465  PID         -  EH1465
 EH1465  STATE/COUNTY-  AR/ARKANSAS
 EH1465  USGS QUAD   -  ETHEL (1967)
 EH1465
 EH1465                         *CURRENT SURVEY CONTROL
 EH1465  ___________________________________________________________________
 EH1465* NAD 83(1986)-  34 22 09.     (N)    091 08 04.     (W)     SCALED    
 EH1465* NAVD 88     -        57.907  (meters)     189.98   (feet)  ADJUSTED  
 EH1465  ___________________________________________________________________
 EH1465  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH1465  DYNAMIC HT  -          57.851 (meters)     189.80  (feet)  COMP
 EH1465  MODELED GRAV-     979,664.6   (mgal)                       NAVD 88
 EH1465
 EH1465  VERT ORDER  -  FIRST     CLASS II
 EH1465
 EH1465.The horizontal coordinates were scaled from a topographic map and have
 EH1465.an estimated accuracy of +/- 6 seconds.
 EH1465
 EH1465.The orthometric height was determined by differential leveling
 EH1465.and adjusted by the National Geodetic Survey in August 1993..
 EH1465
 EH1465.The geoid height was determined by GEOID03.
 EH1465
 EH1465.The dynamic height is computed by dividing the NAVD 88
 EH1465.geopotential number by the normal gravity value computed on the
 EH1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1465.degrees latitude (g = 980.6199 gals.).
 EH1465
 EH1465.The modeled gravity was interpolated from observed gravity values.
 EH1465
 EH1465;                    North         East    Units  Estimated Accuracy
 EH1465;SPC AR S     -   589,170.      479,610.      MT  (+/- 180 meters Scaled)
 EH1465
 EH1465                          SUPERSEDED SURVEY CONTROL
 EH1465
 EH1465  NAVD 88 (06/15/91)   57.885  (m)          189.91   (f) UNKNOWN     1 2
 EH1465  NGVD 29 (??/??/??)   57.934  (m)          190.07   (f) ADJUSTED    1 2
 EH1465
 EH1465.Superseded values are not recommended for survey control.
 EH1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1465.See file dsdata.txt to determine how the superseded data were derived.
 EH1465
 EH1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU715046(NAD 83)
 EH1465_MARKER: DB = BENCH MARK DISK
 EH1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1465_SP_SET: CULVERT
 EH1465_STAMPING: L 225 1976
 EH1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1465
 EH1465  HISTORY     - Date     Condition        Report By
 EH1465  HISTORY     - 1976     MONUMENTED       NGS
 EH1465  HISTORY     - 20030408 MARK NOT FOUND   USACE
 EH1465
 EH1465                          STATION DESCRIPTION
 EH1465
 EH1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1465'0.55 MI SW FROM ST CHARLES.
 EH1465'0.55 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM JUNCTION OF FIRST
 EH1465'STREET AT ST. CHARLES, 0.1 MILE EAST OF A NORTH-SOUTH ROAD, 49.4 FEET
 EH1465'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE
 EH1465'NORTHEAST END OF A CONCRETE HEADWALL, AND 0.6 FOOT SOUTHWEST OF THE
 EH1465'NORTHEAST END OF THE HEADWALL.  10 FEET BELOW HIGHWAY 27 FEET
 EH1465'SOUTHEAST OF A WITNESS POST.
 EH1465
 EH1465                          STATION RECOVERY (2003)
 EH1465
 EH1465'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0892 ***********************************************************************
 DK0892  DESIGNATION -  L 226
 DK0892  PID         -  DK0892
 DK0892  STATE/COUNTY-  AR/DESHA
 DK0892  USGS QUAD   -  DUMAS (1969)
 DK0892
 DK0892                         *CURRENT SURVEY CONTROL
 DK0892  ___________________________________________________________________
 DK0892* NAD 83(1986)-  33 58 31.     (N)    091 23 06.     (W)     SCALED    
 DK0892* NAVD 88     -        58.834  (meters)     193.02   (feet)  ADJUSTED  
 DK0892  ___________________________________________________________________
 DK0892  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK0892  DYNAMIC HT  -          58.777 (meters)     192.84  (feet)  COMP
 DK0892  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 DK0892
 DK0892  VERT ORDER  -  FIRST     CLASS II
 DK0892
 DK0892.The horizontal coordinates were scaled from a topographic map and have
 DK0892.an estimated accuracy of +/- 6 seconds.
 DK0892
 DK0892.The orthometric height was determined by differential leveling
 DK0892.and adjusted by the National Geodetic Survey in June 1991..
 DK0892
 DK0892.The geoid height was determined by GEOID03.
 DK0892
 DK0892.The dynamic height is computed by dividing the NAVD 88
 DK0892.geopotential number by the normal gravity value computed on the
 DK0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0892.degrees latitude (g = 980.6199 gals.).
 DK0892
 DK0892.The modeled gravity was interpolated from observed gravity values.
 DK0892
 DK0892;                    North         East    Units  Estimated Accuracy
 DK0892;SPC AR S     -   545,310.      456,830.      MT  (+/- 180 meters Scaled)
 DK0892
 DK0892                          SUPERSEDED SURVEY CONTROL
 DK0892
 DK0892  NGVD 29 (??/??/??)   58.897  (m)          193.23   (f) ADJUSTED    1 2
 DK0892
 DK0892.Superseded values are not recommended for survey control.
 DK0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0892.See file dsdata.txt to determine how the superseded data were derived.
 DK0892
 DK0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT491605(NAD 83)
 DK0892_MARKER: DB = BENCH MARK DISK
 DK0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0892_SP_SET: BRIDGE
 DK0892_STAMPING: L 226 1976
 DK0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0892
 DK0892  HISTORY     - Date     Condition        Report By
 DK0892  HISTORY     - 1976     MONUMENTED       NGS
 DK0892  HISTORY     - 20030806 MARK NOT FOUND   USACE
 DK0892
 DK0892                          STATION DESCRIPTION
 DK0892
 DK0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0892'3.4 MI NW FROM BACK GATE.
 DK0892'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH STATE
 DK0892'HIGHWAY 54 AT BACK GATE, SET IN THE SOUTH END OF A BRIDGE OVER THE
 DK0892'ARKANSAS RIVER, 18 FEET WEST OF THE CENTERLINE OF HIGHWAY, AND 2 FEET
 DK0892'EAST OF THE WEST END OF ABUTMENT.  1 FOOT ABOVE HIGHWAY.
 DK0892
 DK0892                          STATION RECOVERY (2003)
 DK0892
 DK0892'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JAH)
 DK0892'NEW MEMORIAL MARKER ON BRIDGE ABUTMENT ON TOP OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1236 ***********************************************************************
 EJ1236  DESIGNATION -  L 23
 EJ1236  PID         -  EJ1236
 EJ1236  STATE/COUNTY-  AR/CLARK
 EJ1236  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1236
 EJ1236                         *CURRENT SURVEY CONTROL
 EJ1236  ___________________________________________________________________
 EJ1236* NAD 83(1986)-  34 01 29.     (N)    093 21 22.     (W)     SCALED    
 EJ1236* NAVD 88     -        97.896  (meters)     321.18   (feet)  ADJUSTED  
 EJ1236  ___________________________________________________________________
 EJ1236  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EJ1236  DYNAMIC HT  -          97.797 (meters)     320.86  (feet)  COMP
 EJ1236  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 EJ1236
 EJ1236  VERT ORDER  -  SECOND    CLASS 0
 EJ1236
 EJ1236.The horizontal coordinates were scaled from a topographic map and have
 EJ1236.an estimated accuracy of +/- 6 seconds.
 EJ1236
 EJ1236.The orthometric height was determined by differential leveling
 EJ1236.and adjusted by the National Geodetic Survey in June 1991..
 EJ1236
 EJ1236.The geoid height was determined by GEOID03.
 EJ1236
 EJ1236.The dynamic height is computed by dividing the NAVD 88
 EJ1236.geopotential number by the normal gravity value computed on the
 EJ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1236.degrees latitude (g = 980.6199 gals.).
 EJ1236
 EJ1236.The modeled gravity was interpolated from observed gravity values.
 EJ1236
 EJ1236;                    North         East    Units  Estimated Accuracy
 EJ1236;SPC AR S     -   551,450.      274,770.      MT  (+/- 180 meters Scaled)
 EJ1236
 EJ1236                          SUPERSEDED SURVEY CONTROL
 EJ1236
 EJ1236  NGVD 29 (??/??/92)   97.897  (m)          321.18   (f) ADJ UNCH    2 0
 EJ1236
 EJ1236.Superseded values are not recommended for survey control.
 EJ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1236.See file dsdata.txt to determine how the superseded data were derived.
 EJ1236
 EJ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT671649(NAD 83)
 EJ1236_MARKER: DB = BENCH MARK DISK
 EJ1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1236_SP_SET: CULVERT
 EJ1236_STAMPING: 321.184 L 23 1932
 EJ1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1236
 EJ1236  HISTORY     - Date     Condition        Report By
 EJ1236  HISTORY     - 1932     MONUMENTED       CGS
 EJ1236  HISTORY     - 1934     GOOD             NGS
 EJ1236  HISTORY     - 1964     GOOD             NGS
 EJ1236
 EJ1236                          STATION DESCRIPTION
 EJ1236
 EJ1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1236'2.3 MI NW FROM OKOLONA.
 EJ1236'2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1236'STATION AT OKOLONA, CLARK COUNTY, AT POLE 440+22, AND IN THE
 EJ1236'CENTERLINE OF THE SOUTH HEADWALL OF A 4- BY 6-FOOT CONCRETE CULVERT. A
 EJ1236'STANDARD DISK, STAMPED 321.184 L 23 1932.  NOTE-- MARK IS 12 POLES NW
 EJ1236'OF MILEPOST 443.
 EJ1236
 EJ1236                          STATION RECOVERY (1964)
 EJ1236
 EJ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1483 ***********************************************************************
 EJ1483  DESIGNATION -  L 24 RESET
 EJ1483  PID         -  EJ1483
 EJ1483  STATE/COUNTY-  AR/SCOTT
 EJ1483  USGS QUAD   -  BUCK KNOB (1985)
 EJ1483
 EJ1483                         *CURRENT SURVEY CONTROL
 EJ1483  ___________________________________________________________________
 EJ1483* NAD 83(1986)-  34 42 34.     (N)    093 56 08.     (W)     SCALED    
 EJ1483* NAVD 88     -       311.13   (meters)    1020.8    (feet)  RESET     
 EJ1483  ___________________________________________________________________
 EJ1483  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 EJ1483
 EJ1483  VERT ORDER  -  THIRD
 EJ1483
 EJ1483.The horizontal coordinates were scaled from a topographic map and have
 EJ1483.an estimated accuracy of +/- 6 seconds.
 EJ1483
 EJ1483.The orthometric height was computed from unverified reset data.
 EJ1483
 EJ1483.The geoid height was determined by GEOID03.
 EJ1483
 EJ1483;                    North         East    Units  Estimated Accuracy
 EJ1483;SPC AR N     -    43,470.      222,690.      MT  (+/- 180 meters Scaled)
 EJ1483
 EJ1483                          SUPERSEDED SURVEY CONTROL
 EJ1483
 EJ1483.No superseded survey control is available for this station.
 EJ1483
 EJ1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU143412(NAD 83)
 EJ1483_MARKER: DD = SURVEY DISK
 EJ1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1483_SP_SET: CULVERT
 EJ1483_STAMPING: L 24 RESET 1968
 EJ1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1483
 EJ1483  HISTORY     - Date     Condition        Report By
 EJ1483  HISTORY     - 1968     MONUMENTED       ARHD
 EJ1483
 EJ1483                          STATION DESCRIPTION
 EJ1483
 EJ1483'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1968
 EJ1483'24.7 MI W FROM MOUNT IDA.
 EJ1483'ABOUT 3.7 MILES WEST OF THE SCOTT-MONTGOMERY COUNTY LINE, 3.1 MILES
 EJ1483'WEST OF THE JUNCTION OF U. S. FOREST SERVICE ROAD 76, SET IN THE TOP
 EJ1483'OF THE SOUTH HEADWALL OF A 10 X 6 FT. CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0933 ***********************************************************************
 DK0933  DESIGNATION -  L 240
 DK0933  PID         -  DK0933
 DK0933  STATE/COUNTY-  AR/DESHA
 DK0933  USGS QUAD   -  WINCHESTER (1969)
 DK0933
 DK0933                         *CURRENT SURVEY CONTROL
 DK0933  ___________________________________________________________________
 DK0933* NAD 83(1986)-  33 47 17.     (N)    091 28 41.     (W)     SCALED    
 DK0933* NAVD 88     -        47.322  (meters)     155.26   (feet)  ADJUSTED  
 DK0933  ___________________________________________________________________
 DK0933  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0933  DYNAMIC HT  -          47.274 (meters)     155.10  (feet)  COMP
 DK0933  MODELED GRAV-     979,626.7   (mgal)                       NAVD 88
 DK0933
 DK0933  VERT ORDER  -  FIRST     CLASS II
 DK0933
 DK0933.The horizontal coordinates were scaled from a topographic map and have
 DK0933.an estimated accuracy of +/- 6 seconds.
 DK0933
 DK0933.The orthometric height was determined by differential leveling
 DK0933.and adjusted by the National Geodetic Survey in June 1991..
 DK0933
 DK0933.The geoid height was determined by GEOID03.
 DK0933
 DK0933.The dynamic height is computed by dividing the NAVD 88
 DK0933.geopotential number by the normal gravity value computed on the
 DK0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0933.degrees latitude (g = 980.6199 gals.).
 DK0933
 DK0933.The modeled gravity was interpolated from observed gravity values.
 DK0933
 DK0933;                    North         East    Units  Estimated Accuracy
 DK0933;SPC AR S     -   524,500.      448,340.      MT  (+/- 180 meters Scaled)
 DK0933
 DK0933                          SUPERSEDED SURVEY CONTROL
 DK0933
 DK0933  NGVD 29 (??/??/??)   47.453  (m)          155.69   (f) ADJUSTED    1 2
 DK0933
 DK0933.Superseded values are not recommended for survey control.
 DK0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0933.See file dsdata.txt to determine how the superseded data were derived.
 DK0933
 DK0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT409396(NAD 83)
 DK0933_MARKER: DB = BENCH MARK DISK
 DK0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0933_STAMPING: L 240 1938
 DK0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0933+STABILITY: SURFACE MOTION
 DK0933
 DK0933  HISTORY     - Date     Condition        Report By
 DK0933  HISTORY     - 1938     MONUMENTED       CGS
 DK0933  HISTORY     - 1963     MARK NOT FOUND   USGS
 DK0933
 DK0933                          STATION DESCRIPTION
 DK0933
 DK0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DK0933'1.0 MI NW FROM WINCHESTER.
 DK0933'IN DESHA COUNTY, 1.0 MILE NORTHWEST ALONG THE MISSOURI PACIFIC
 DK0933'RAILROAD FROM THE STATION AT WINCHESTER, DREW COUNTY, 12 RAILS
 DK0933'NORTHWEST OF MARKER 43 7258+94, OPPOSITE THE FORTIETH POLE NORTHWEST
 DK0933'OF THE STATION, AT THE TOP OF AN EMBANKMENT NORTHEAST OF THE TRACK,
 DK0933'44.3 FEET SOUTHWEST OF A POLE, AND 8.2 FEET NORTHEAST OF THE NORTHEAST
 DK0933'RAIL.  A STANDARD DISK, STAMPED L 240 1938 AND SET IN THE TOP OF A
 DK0933'CONCRETE POST.
 DK0933
 DK0933                          STATION RECOVERY (1963)
 DK0933
 DK0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DK0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1038 ***********************************************************************
 DK1038  DESIGNATION -  L 243
 DK1038  PID         -  DK1038
 DK1038  STATE/COUNTY-  AR/CHICOT
 DK1038  USGS QUAD   -  JEROME (1981)
 DK1038
 DK1038                         *CURRENT SURVEY CONTROL
 DK1038  ___________________________________________________________________
 DK1038* NAD 83(1986)-  33 27 08.     (N)    091 26 54.     (W)     SCALED    
 DK1038* NAVD 88     -        41.229  (meters)     135.27   (feet)  ADJUSTED  
 DK1038  ___________________________________________________________________
 DK1038  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DK1038  DYNAMIC HT  -          41.186 (meters)     135.12  (feet)  COMP
 DK1038  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 DK1038
 DK1038  VERT ORDER  -  FIRST     CLASS II
 DK1038
 DK1038.The horizontal coordinates were scaled from a topographic map and have
 DK1038.an estimated accuracy of +/- 6 seconds.
 DK1038
 DK1038.The orthometric height was determined by differential leveling
 DK1038.and adjusted by the National Geodetic Survey in June 1991..
 DK1038
 DK1038.The geoid height was determined by GEOID03.
 DK1038
 DK1038.The dynamic height is computed by dividing the NAVD 88
 DK1038.geopotential number by the normal gravity value computed on the
 DK1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1038.degrees latitude (g = 980.6199 gals.).
 DK1038
 DK1038.The modeled gravity was interpolated from observed gravity values.
 DK1038
 DK1038;                    North         East    Units  Estimated Accuracy
 DK1038;SPC AR S     -   487,270.      451,290.      MT  (+/- 180 meters Scaled)
 DK1038
 DK1038                          SUPERSEDED SURVEY CONTROL
 DK1038
 DK1038  NGVD 29 (??/??/??)   41.341  (m)          135.63   (f) ADJUSTED    1 2
 DK1038
 DK1038.Superseded values are not recommended for survey control.
 DK1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1038.See file dsdata.txt to determine how the superseded data were derived.
 DK1038
 DK1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT442024(NAD 83)
 DK1038_MARKER: DB = BENCH MARK DISK
 DK1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1038_STAMPING: L 243 1939
 DK1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1038+STABILITY: SURFACE MOTION
 DK1038
 DK1038  HISTORY     - Date     Condition        Report By
 DK1038  HISTORY     - 1939     MONUMENTED       CGS
 DK1038  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1038  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1038
 DK1038                          STATION DESCRIPTION
 DK1038
 DK1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1038'1.0 MI N FROM HUDSPETH.
 DK1038'1.0 MILE NORTH OF R.R. STATION.  A STANDARD DISC SET IN THE TOP OF A
 DK1038'CONCRETE POST LOCATED ON THE WEST R/W OF THE MO. PAC. R.R.  BETWEEN
 DK1038'THE TRACKS AND HWY NO. 165.  AT THE SOUTH END OF A R.R. FILL.  6 POLES
 DK1038'SOUTH OF THE MO. PAC. R.R. TRESSEL NO. 13.  34 FEET WEST OF THE WEST
 DK1038'RAIL.  63 FEET EAST OF THE CENTER LINE OF THE HWY.  AT A R.R. CROSSING
 DK1038'SIGN.
 DK1038
 DK1038                          STATION RECOVERY (1978)
 DK1038
 DK1038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1038'MARK NOT FOUND.
 DK1038
 DK1038                          STATION RECOVERY (1978)
 DK1038
 DK1038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0386 ***********************************************************************
 FG0386  DESIGNATION -  L 244
 FG0386  PID         -  FG0386
 FG0386  STATE/COUNTY-  AR/PERRY
 FG0386  USGS QUAD   -  ADONA (1989)
 FG0386
 FG0386                         *CURRENT SURVEY CONTROL
 FG0386  ___________________________________________________________________
 FG0386* NAD 83(1986)-  35 02 12.     (N)    092 57 06.     (W)     SCALED    
 FG0386* NAVD 88     -       129.668  (meters)     425.42   (feet)  ADJUSTED  
 FG0386  ___________________________________________________________________
 FG0386  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FG0386  DYNAMIC HT  -         129.542 (meters)     425.01  (feet)  COMP
 FG0386  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 FG0386
 FG0386  VERT ORDER  -  SECOND    CLASS 0
 FG0386
 FG0386.The horizontal coordinates were scaled from a topographic map and have
 FG0386.an estimated accuracy of +/- 6 seconds.
 FG0386
 FG0386.The orthometric height was determined by differential leveling
 FG0386.and adjusted by the National Geodetic Survey in June 1991..
 FG0386
 FG0386.The geoid height was determined by GEOID03.
 FG0386
 FG0386.The dynamic height is computed by dividing the NAVD 88
 FG0386.geopotential number by the normal gravity value computed on the
 FG0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0386.degrees latitude (g = 980.6199 gals.).
 FG0386
 FG0386.The modeled gravity was interpolated from observed gravity values.
 FG0386
 FG0386;                    North         East    Units  Estimated Accuracy
 FG0386;SPC AR N     -    78,450.      313,170.      MT  (+/- 180 meters Scaled)
 FG0386
 FG0386                          SUPERSEDED SURVEY CONTROL
 FG0386
 FG0386  NGVD 29 (??/??/92)  129.664  (m)          425.41   (f) ADJ UNCH    2 0
 FG0386
 FG0386.Superseded values are not recommended for survey control.
 FG0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0386.See file dsdata.txt to determine how the superseded data were derived.
 FG0386
 FG0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU044771(NAD 83)
 FG0386_MARKER: DB = BENCH MARK DISK
 FG0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0386_STAMPING: L-244 1939
 FG0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0386+STABILITY: SURFACE MOTION
 FG0386
 FG0386  HISTORY     - Date     Condition        Report By
 FG0386  HISTORY     - 1939     MONUMENTED       CGS
 FG0386
 FG0386                          STATION DESCRIPTION
 FG0386
 FG0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0386'3.1 MI W FROM ADONA.
 FG0386'135 FEET WEST SOUTHWEST OF TELEPHONE POLE 192/30.  45.0 FEET SOUTH OF
 FG0386'SOUTH RAIL.  90.0 FEET EAST OF CENTERLINE OF FARM ROAD ON MR. HENRY
 FG0386'KELLEYS PROPERTY.  1.0 NORTH OF SOUTH RIGHT-OF-WAY FENCE.  TABLET SET
 FG0386'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0876 ***********************************************************************
 FF0876  DESIGNATION -  L 246
 FF0876  PID         -  FF0876
 FF0876  STATE/COUNTY-  AR/CRAIGHEAD
 FF0876  USGS QUAD   -  CASH (1980)
 FF0876
 FF0876                         *CURRENT SURVEY CONTROL
 FF0876  ___________________________________________________________________
 FF0876* NAD 83(1986)-  35 45 28.     (N)    090 57 50.     (W)     SCALED    
 FF0876* NAVD 88     -        75.117  (meters)     246.45   (feet)  ADJUSTED  
 FF0876  ___________________________________________________________________
 FF0876  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF0876  DYNAMIC HT  -          75.053 (meters)     246.24  (feet)  COMP
 FF0876  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 FF0876
 FF0876  VERT ORDER  -  SECOND    CLASS 0
 FF0876
 FF0876.The horizontal coordinates were scaled from a topographic map and have
 FF0876.an estimated accuracy of +/- 6 seconds.
 FF0876
 FF0876.The orthometric height was determined by differential leveling
 FF0876.and adjusted by the National Geodetic Survey in June 1991..
 FF0876
 FF0876.The geoid height was determined by GEOID03.
 FF0876
 FF0876.The dynamic height is computed by dividing the NAVD 88
 FF0876.geopotential number by the normal gravity value computed on the
 FF0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0876.degrees latitude (g = 980.6199 gals.).
 FF0876
 FF0876.The modeled gravity was interpolated from observed gravity values.
 FF0876
 FF0876;                    North         East    Units  Estimated Accuracy
 FF0876;SPC AR N     -   158,520.      493,700.      MT  (+/- 180 meters Scaled)
 FF0876
 FF0876                          SUPERSEDED SURVEY CONTROL
 FF0876
 FF0876  NGVD 29 (??/??/??)   75.041  (m)          246.20   (f) ADJUSTED    2 0
 FF0876
 FF0876.Superseded values are not recommended for survey control.
 FF0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0876.See file dsdata.txt to determine how the superseded data were derived.
 FF0876
 FF0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV840589(NAD 83)
 FF0876_MARKER: DB = BENCH MARK DISK
 FF0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0876_STAMPING: L 246 1938
 FF0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0876+STABILITY: SURFACE MOTION
 FF0876
 FF0876  HISTORY     - Date     Condition        Report By
 FF0876  HISTORY     - 1938     MONUMENTED       CGS
 FF0876  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0876
 FF0876                          STATION DESCRIPTION
 FF0876
 FF0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0876'3.4 MI SW FROM CASH.
 FF0876'ABOUT 3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0876'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 1.0 MILE NORTH OF THE
 FF0876'STORE AT RISHER, AT THE SOUTH END OF AN S-CURVE, 52 FEET SOUTHWEST
 FF0876'OF A LONE OAK TREE, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FF0876'AND 12 FEET NORTH OF THE CENTER LINE OF A FARM LANE.  A STANDARD
 FF0876'DISK, STAMPED L 246 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FF0876
 FF0876                          STATION RECOVERY (2002)
 FF0876
 FF0876'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0591 ***********************************************************************
 DL0591  DESIGNATION -  L 247
 DL0591  PID         -  DL0591
 DL0591  STATE/COUNTY-  AR/COLUMBIA
 DL0591  USGS QUAD   -  BUSSEY (1960)
 DL0591
 DL0591                         *CURRENT SURVEY CONTROL
 DL0591  ___________________________________________________________________
 DL0591* NAD 83(1986)-  33 12 05.     (N)    093 27 55.     (W)     SCALED    
 DL0591* NAVD 88     -        80.463  (meters)     263.99   (feet)  ADJUSTED  
 DL0591  ___________________________________________________________________
 DL0591  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0591  DYNAMIC HT  -          80.376 (meters)     263.70  (feet)  COMP
 DL0591  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DL0591
 DL0591  VERT ORDER  -  SECOND    CLASS 0
 DL0591
 DL0591.The horizontal coordinates were scaled from a topographic map and have
 DL0591.an estimated accuracy of +/- 6 seconds.
 DL0591
 DL0591.The orthometric height was determined by differential leveling
 DL0591.and adjusted by the National Geodetic Survey in June 1991..
 DL0591
 DL0591.The geoid height was determined by GEOID03.
 DL0591
 DL0591.The dynamic height is computed by dividing the NAVD 88
 DL0591.geopotential number by the normal gravity value computed on the
 DL0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0591.degrees latitude (g = 980.6199 gals.).
 DL0591
 DL0591.The modeled gravity was interpolated from observed gravity values.
 DL0591
 DL0591;                    North         East    Units  Estimated Accuracy
 DL0591;SPC AR S     -   460,290.      263,380.      MT  (+/- 180 meters Scaled)
 DL0591
 DL0591                          SUPERSEDED SURVEY CONTROL
 DL0591
 DL0591  NGVD 29 (??/??/92)   80.508  (m)          264.13   (f) ADJ UNCH    2 0
 DL0591
 DL0591.Superseded values are not recommended for survey control.
 DL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0591.See file dsdata.txt to determine how the superseded data were derived.
 DL0591
 DL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS566737(NAD 83)
 DL0591_MARKER: DB = BENCH MARK DISK
 DL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0591_STAMPING: L 247 1938
 DL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0591+STABILITY: SURFACE MOTION
 DL0591
 DL0591  HISTORY     - Date     Condition        Report By
 DL0591  HISTORY     - 1938     MONUMENTED       CGS
 DL0591  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0591
 DL0591                          STATION DESCRIPTION
 DL0591
 DL0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0591'4.9 MI S FROM MCKAMIE.
 DL0591'IN COLUMBIA COUNTY, ABOUT 4.9 MILES SOUTH ALONG THE LOUISIANA AND
 DL0591'ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, 89
 DL0591'FEET SOUTHWEST OF POLE 34+2, 45 FEET WEST OF THE WEST RAIL, 18 FEET
 DL0591'NORTH OF A TRAIL CROSSING, AND 2 FEET FROM THE RIGHT-OF-WAY FENCE.  A
 DL0591'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0684 ***********************************************************************
 FG0684  DESIGNATION -  L 248
 FG0684  PID         -  FG0684
 FG0684  STATE/COUNTY-  AR/VAN BUREN
 FG0684  USGS QUAD   -  ALREAD (1965)
 FG0684
 FG0684                         *CURRENT SURVEY CONTROL
 FG0684  ___________________________________________________________________
 FG0684* NAD 83(1986)-  35 38 54.     (N)    092 44 26.     (W)     SCALED    
 FG0684* NAVD 88     -       429.304  (meters)    1408.47   (feet)  ADJUSTED  
 FG0684  ___________________________________________________________________
 FG0684  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0684  DYNAMIC HT  -         428.891 (meters)    1407.12  (feet)  COMP
 FG0684  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FG0684
 FG0684  VERT ORDER  -  SECOND    CLASS 0
 FG0684
 FG0684.The horizontal coordinates were scaled from a topographic map and have
 FG0684.an estimated accuracy of +/- 6 seconds.
 FG0684
 FG0684.The orthometric height was determined by differential leveling
 FG0684.and adjusted by the National Geodetic Survey in June 1991..
 FG0684
 FG0684.The geoid height was determined by GEOID03.
 FG0684
 FG0684.The dynamic height is computed by dividing the NAVD 88
 FG0684.geopotential number by the normal gravity value computed on the
 FG0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0684.degrees latitude (g = 980.6199 gals.).
 FG0684
 FG0684.The modeled gravity was interpolated from observed gravity values.
 FG0684
 FG0684;                    North         East    Units  Estimated Accuracy
 FG0684;SPC AR N     -   146,140.      332,940.      MT  (+/- 180 meters Scaled)
 FG0684
 FG0684                          SUPERSEDED SURVEY CONTROL
 FG0684
 FG0684  NGVD 29 (??/??/92)  429.229  (m)         1408.23   (f) ADJ UNCH    2 0
 FG0684
 FG0684.Superseded values are not recommended for survey control.
 FG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0684.See file dsdata.txt to determine how the superseded data were derived.
 FG0684
 FG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV234449(NAD 83)
 FG0684_MARKER: DB = BENCH MARK DISK
 FG0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0684_STAMPING: L 248 1939
 FG0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0684+STABILITY: SURFACE MOTION
 FG0684
 FG0684  HISTORY     - Date     Condition        Report By
 FG0684  HISTORY     - 1939     MONUMENTED       CGS
 FG0684
 FG0684                          STATION DESCRIPTION
 FG0684
 FG0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0684'3.4 MI W FROM RUPERT.
 FG0684'3.4 MILES WEST ALONG THE LOST CORNER ROAD FROM THE POST OFFICE AT
 FG0684'RUPERT, VAN BUREN COUNTY, 175 FEET EAST OF THE FORK OF THE ROAD
 FG0684'CROSSING A CREEK, 50 FEET SOUTH OF THE SOUTH BANK OF THE CREEK, 22
 FG0684'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 11 FEET SOUTH OF A
 FG0684'15-INCH BLAZED WHITE ELM TREE.  A STANDARD DISK, STAMPED L 248 1939
 FG0684'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1573 ***********************************************************************
 EH1573  DESIGNATION -  L 249
 EH1573  PID         -  EH1573
 EH1573  STATE/COUNTY-  AR/LINCOLN
 EH1573  USGS QUAD   -  CADES (1975)
 EH1573
 EH1573                         *CURRENT SURVEY CONTROL
 EH1573  ___________________________________________________________________
 EH1573* NAD 83(1986)-  34 00 20.     (N)    091 33 07.     (W)     SCALED    
 EH1573* NAVD 88     -        51.315  (meters)     168.36   (feet)  ADJUSTED  
 EH1573  ___________________________________________________________________
 EH1573  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1573  DYNAMIC HT  -          51.265 (meters)     168.19  (feet)  COMP
 EH1573  MODELED GRAV-     979,647.5   (mgal)                       NAVD 88
 EH1573
 EH1573  VERT ORDER  -  SECOND    CLASS 0
 EH1573
 EH1573.The horizontal coordinates were scaled from a topographic map and have
 EH1573.an estimated accuracy of +/- 6 seconds.
 EH1573
 EH1573.The orthometric height was determined by differential leveling
 EH1573.and adjusted by the National Geodetic Survey in June 1991..
 EH1573
 EH1573.The geoid height was determined by GEOID03.
 EH1573
 EH1573.The dynamic height is computed by dividing the NAVD 88
 EH1573.geopotential number by the normal gravity value computed on the
 EH1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1573.degrees latitude (g = 980.6199 gals.).
 EH1573
 EH1573.The modeled gravity was interpolated from observed gravity values.
 EH1573
 EH1573;                    North         East    Units  Estimated Accuracy
 EH1573;SPC AR S     -   548,590.      441,390.      MT  (+/- 180 meters Scaled)
 EH1573
 EH1573                          SUPERSEDED SURVEY CONTROL
 EH1573
 EH1573  NGVD 29 (??/??/??)   51.390  (m)          168.60   (f) ADJUSTED    2 0
 EH1573
 EH1573.Superseded values are not recommended for survey control.
 EH1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1573.See file dsdata.txt to determine how the superseded data were derived.
 EH1573
 EH1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT337637(NAD 83)
 EH1573_MARKER: DB = BENCH MARK DISK
 EH1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1573_STAMPING: L 249 1940
 EH1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1573+STABILITY: SURFACE MOTION
 EH1573
 EH1573  HISTORY     - Date     Condition        Report By
 EH1573  HISTORY     - 1940     MONUMENTED       CGS
 EH1573  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1573
 EH1573                          STATION DESCRIPTION
 EH1573
 EH1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1573'1.8 MI N FROM GOULD.
 EH1573'FROM THE RAILROAD STATION AT GOULD, PROCEED ALONG STATE HIGHWAY NO 114
 EH1573'TOWARDS CROCKETTS STORE AND SOUTH BEND, GO 1.8 MILES.  BENCH MARK IS
 EH1573'STANDARD DISK IN PRE-CAST CONCRETE POST PROJECTING ABOUT 5 INCHES. SET
 EH1573'8 INCHES TOWARDS HIGHWAY (WEST) FROM WHITE BOARD FENCE AROUND WHITE
 EH1573'PAINTED HOUSE AND BUILDINGS.  95 FEET TOWARD GOULD (SOUTH) FROM DRIVE
 EH1573'INTO THE HOUSE.  27 FEET TOWARDS FENCE (EAST) FROM CENTER LINE OF
 EH1573'HIGHWAY.  2.5 FEET SOUTHEAST FROM POWER LINE POLE.  A 4 X 4 INCH
 EH1573'CYPRESS POST PAINTED WHITE AND PROJECTING 18 INCHES IS 2.5 FEET AT 170
 EH1573'DEG MAGNETIC FROM BENCH MARK.
 EH1573
 EH1573                          STATION RECOVERY (1967)
 EH1573
 EH1573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1179 ***********************************************************************
 FG1179  DESIGNATION -  L 25
 FG1179  PID         -  FG1179
 FG1179  STATE/COUNTY-  AR/POPE
 FG1179  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1179
 FG1179                         *CURRENT SURVEY CONTROL
 FG1179  ___________________________________________________________________
 FG1179* NAD 83(1986)-  35 16 42.     (N)    093 08 03.     (W)     SCALED    
 FG1179* NAVD 88     -       107.844  (meters)     353.82   (feet)  ADJUSTED  
 FG1179  ___________________________________________________________________
 FG1179  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FG1179  DYNAMIC HT  -         107.741 (meters)     353.48  (feet)  COMP
 FG1179  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 FG1179
 FG1179  VERT ORDER  -  FIRST     CLASS II
 FG1179
 FG1179.The horizontal coordinates were scaled from a topographic map and have
 FG1179.an estimated accuracy of +/- 6 seconds.
 FG1179
 FG1179.The orthometric height was determined by differential leveling
 FG1179.and adjusted by the National Geodetic Survey in June 1991..
 FG1179.WARNING-Repeat measurements at this control monument indicate possible
 FG1179.vertical movement.
 FG1179
 FG1179.The geoid height was determined by GEOID03.
 FG1179
 FG1179.The dynamic height is computed by dividing the NAVD 88
 FG1179.geopotential number by the normal gravity value computed on the
 FG1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1179.degrees latitude (g = 980.6199 gals.).
 FG1179
 FG1179.The modeled gravity was interpolated from observed gravity values.
 FG1179
 FG1179;                    North         East    Units  Estimated Accuracy
 FG1179;SPC AR N     -   105,430.      296,820.      MT  (+/- 180 meters Scaled)
 FG1179
 FG1179                          SUPERSEDED SURVEY CONTROL
 FG1179
 FG1179  NGVD 29 (??/??/92)  107.844  (m)          353.82   (f) ADJ UNCH    1 2
 FG1179
 FG1179.Superseded values are not recommended for survey control.
 FG1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1179.See file dsdata.txt to determine how the superseded data were derived.
 FG1179
 FG1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV877039(NAD 83)
 FG1179_MARKER: DB = BENCH MARK DISK
 FG1179_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FG1179+WITH SETTING: PAVEMENT
 FG1179_STAMPING: L-25 1932
 FG1179_MARK LOGO: CGS   
 FG1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1179+STABILITY: SURFACE MOTION
 FG1179
 FG1179  HISTORY     - Date     Condition        Report By
 FG1179  HISTORY     - 1932     MONUMENTED       CGS
 FG1179  HISTORY     - 1935     GOOD             NGS
 FG1179  HISTORY     - 1984     GOOD             NGS
 FG1179  HISTORY     - 1987     GOOD             USPSQD
 FG1179  HISTORY     - 1987     GOOD             USPSQD
 FG1179  HISTORY     - 1989     GOOD             USPSQD
 FG1179  HISTORY     - 1989     GOOD             USPSQD
 FG1179  HISTORY     - 1989     GOOD             USPSQD
 FG1179  HISTORY     - 1990     GOOD             USPSQD
 FG1179
 FG1179                          STATION DESCRIPTION
 FG1179
 FG1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1179'IN RUSSELLVILLE.
 FG1179'IN RUSSELLVILLE, BRONZE TABLET IN EAST STONE SIDEWALL OF STEPS TO
 FG1179'SOUTH ENTRANCE TO POPE COUNTY COURTHOUSE.  72 FEET WEST OF CENTERLINE
 FG1179'OF ARKANSAS AVENUE.  67 FEET NORTH OF CENTERLINE OF MAIN ST., 20.2
 FG1179'FEET EAST OF CENTERLINE OF MAIN ENTRANCE.  3.7 FEET ABOVE BOTTOM STEP.
 FG1179
 FG1179                          STATION RECOVERY (1984)
 FG1179
 FG1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1179'RECOVERED IN GOOD CONDITION.
 FG1179
 FG1179                          STATION RECOVERY (1987)
 FG1179
 FG1179'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1179'RECOVERED IN GOOD CONDITION.
 FG1179
 FG1179                          STATION RECOVERY (1987)
 FG1179
 FG1179'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1179'RECOVERED IN GOOD CONDITION.
 FG1179
 FG1179                          STATION RECOVERY (1989)
 FG1179
 FG1179'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1179'RECOVERED IN GOOD CONDITION.
 FG1179
 FG1179                          STATION RECOVERY (1989)
 FG1179
 FG1179'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1179'RECOVERED IN GOOD CONDITION.
 FG1179
 FG1179                          STATION RECOVERY (1989)
 FG1179
 FG1179'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1179'RECOVERED IN GOOD CONDITION.
 FG1179
 FG1179                          STATION RECOVERY (1990)
 FG1179
 FG1179'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 FG1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0530 ***********************************************************************
 EJ0530  DESIGNATION -  L 250
 EJ0530  PID         -  EJ0530
 EJ0530  STATE/COUNTY-  AR/JEFFERSON
 EJ0530  USGS QUAD   -  WRIGHT (1975)
 EJ0530
 EJ0530                         *CURRENT SURVEY CONTROL
 EJ0530  ___________________________________________________________________
 EJ0530* NAD 83(1986)-  34 22 42.     (N)    092 05 04.     (W)     SCALED    
 EJ0530* NAVD 88     -        68.672  (meters)     225.30   (feet)  ADJUSTED  
 EJ0530  ___________________________________________________________________
 EJ0530  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0530  DYNAMIC HT  -          68.606 (meters)     225.08  (feet)  COMP
 EJ0530  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 EJ0530
 EJ0530  VERT ORDER  -  SECOND    CLASS 0
 EJ0530
 EJ0530.The horizontal coordinates were scaled from a topographic map and have
 EJ0530.an estimated accuracy of +/- 6 seconds.
 EJ0530
 EJ0530.The orthometric height was determined by differential leveling
 EJ0530.and adjusted by the National Geodetic Survey in June 1991..
 EJ0530
 EJ0530.The geoid height was determined by GEOID03.
 EJ0530
 EJ0530.The dynamic height is computed by dividing the NAVD 88
 EJ0530.geopotential number by the normal gravity value computed on the
 EJ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0530.degrees latitude (g = 980.6199 gals.).
 EJ0530
 EJ0530.The modeled gravity was interpolated from observed gravity values.
 EJ0530
 EJ0530;                    North         East    Units  Estimated Accuracy
 EJ0530;SPC AR S     -   589,850.      392,230.      MT  (+/- 180 meters Scaled)
 EJ0530
 EJ0530                          SUPERSEDED SURVEY CONTROL
 EJ0530
 EJ0530  NGVD 29 (??/??/92)   68.766  (m)          225.61   (f) ADJ UNCH    2 0
 EJ0530
 EJ0530.Superseded values are not recommended for survey control.
 EJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0530.See file dsdata.txt to determine how the superseded data were derived.
 EJ0530
 EJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU841044(NAD 83)
 EJ0530_MARKER: DB = BENCH MARK DISK
 EJ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0530_STAMPING: L 250 1940
 EJ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0530+STABILITY: SURFACE MOTION
 EJ0530
 EJ0530  HISTORY     - Date     Condition        Report By
 EJ0530  HISTORY     - 1940     MONUMENTED       CGS
 EJ0530
 EJ0530                          STATION DESCRIPTION
 EJ0530
 EJ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0530'6.1 MI NE FROM JEFFERSON SPRINGS.
 EJ0530'6.1 MILES NORTHEAST ALONG GRADED DIRT ROAD AND DIRT ROAD TO MCCOYS
 EJ0530'FARM FROM THE MISSOURI PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS.
 EJ0530'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT JEFFERSON SPRINGS,
 EJ0530'PROCEED NORTH NORTHWEST ALONG TRACK, GO 0.4 MILE.  TURN RIGHT (EAST
 EJ0530'NORTHEAST) AND FOLLOW GRADED DIRT ROAD TOWARDS RIVER, GO 5.1 MILES.
 EJ0530'TURN LEFT ONTO DIRT ROAD, GO 120 YARDS.  TAKE RIGHT FORK, GO 0.3 MILE.
 EJ0530'TAKE LEFT FORK, GO 0.3 MILE TO UNPAINTED HOUSE ON MCCOYS FARM. BENCH
 EJ0530'MARK IS 1 FOOT NORTH OF BOARD FENCE AROUND HOUSE. 46 FEET NORTH OF THE
 EJ0530'NORTHEAST CORNER OF THE HOUSE.  28 FEET TOWARDS HOUSE (SOUTH) FROM
 EJ0530'CENTER LINE OF ROAD.  16 FEET SOUTHEAST OF AN 18 INCH SWEET GUM TREE.
 EJ0530'MONUMENT PROJECTS ABOUT 5 INCHES.  A 4 X 4 INCH CYPRESS POST PAINTED
 EJ0530'WHITE PROJECTING 18 INCHES IS 5 FEET AT 275 DEG FROM THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1773 ***********************************************************************
 EH1773  DESIGNATION -  L 251
 EH1773  PID         -  EH1773
 EH1773  STATE/COUNTY-  AR/JEFFERSON
 EH1773  USGS QUAD   -  ROB ROY (1971)
 EH1773
 EH1773                         *CURRENT SURVEY CONTROL
 EH1773  ___________________________________________________________________
 EH1773* NAD 83(1986)-  34 17 13.     (N)    091 58 08.     (W)     SCALED    
 EH1773* NAVD 88     -        63.307  (meters)     207.70   (feet)  ADJUSTED  
 EH1773  ___________________________________________________________________
 EH1773  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1773  DYNAMIC HT  -          63.246 (meters)     207.50  (feet)  COMP
 EH1773  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 EH1773
 EH1773  VERT ORDER  -  SECOND    CLASS 0
 EH1773
 EH1773.The horizontal coordinates were scaled from a topographic map and have
 EH1773.an estimated accuracy of +/- 6 seconds.
 EH1773
 EH1773.The orthometric height was determined by differential leveling
 EH1773.and adjusted by the National Geodetic Survey in June 1991..
 EH1773
 EH1773.The geoid height was determined by GEOID03.
 EH1773
 EH1773.The dynamic height is computed by dividing the NAVD 88
 EH1773.geopotential number by the normal gravity value computed on the
 EH1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1773.degrees latitude (g = 980.6199 gals.).
 EH1773
 EH1773.The modeled gravity was interpolated from observed gravity values.
 EH1773
 EH1773;                    North         East    Units  Estimated Accuracy
 EH1773;SPC AR S     -   579,710.      402,860.      MT  (+/- 180 meters Scaled)
 EH1773
 EH1773                          SUPERSEDED SURVEY CONTROL
 EH1773
 EH1773  NGVD 29 (??/??/??)   63.339  (m)          207.80   (f) ADJUSTED    2 0
 EH1773
 EH1773.Superseded values are not recommended for survey control.
 EH1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1773.See file dsdata.txt to determine how the superseded data were derived.
 EH1773
 EH1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT949944(NAD 83)
 EH1773_MARKER: DB = BENCH MARK DISK
 EH1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1773_STAMPING: L 251 1940
 EH1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1773+STABILITY: SURFACE MOTION
 EH1773
 EH1773  HISTORY     - Date     Condition        Report By
 EH1773  HISTORY     - 1940     MONUMENTED       CGS
 EH1773  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1773
 EH1773                          STATION DESCRIPTION
 EH1773
 EH1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1773'4.5 MI N FROM PINE BLUFF.
 EH1773'4.5 MILES NORTH ALONG U. S. HIGHWAY 79 FROM THE CITY LIMITS OF PINE
 EH1773'BLUFF, JEFFERSON COUNTY, 1.0 MILE SOUTHEAST, 0.6 MILE NORTHEAST, AND
 EH1773'0.2 MILE SOUTHEAST FROM THE NORTHEAST END OF THE JEFFERSON COUNTY FREE
 EH1773'BRIDGE ALONG A DIRT ROAD PARALLELING THE LEVEE, AT THE TOE OF THE
 EH1773'LEVEE, 45 FEET WEST OF THE CENTERLINE OF THE LEVEE, 10 FEET EAST OF
 EH1773'THE CENTERLINE OF THE ROAD, 5.5 FEET EAST OF A FENCE, AND 4.5 FEET
 EH1773'EAST OF A 4 BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE GROUND. A
 EH1773'STANDARD DISK, STAMPED L 251 1940 AND SET IN THE TOP OF A CONCRETE
 EH1773'POST PROJECTING 5 INCHES ABOVE GROUND.
 EH1773
 EH1773                          STATION RECOVERY (2003)
 EH1773
 EH1773'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0171 ***********************************************************************
 EJ0171  DESIGNATION -  L 252
 EJ0171  PID         -  EJ0171
 EJ0171  STATE/COUNTY-  AR/PULASKI
 EJ0171  USGS QUAD   -  KEO (1987)
 EJ0171
 EJ0171                         *CURRENT SURVEY CONTROL
 EJ0171  ___________________________________________________________________
 EJ0171* NAD 83(1986)-  34 31 37.     (N)    092 07 04.     (W)     SCALED    
 EJ0171* NAVD 88     -        70.291  (meters)     230.61   (feet)  ADJUSTED  
 EJ0171  ___________________________________________________________________
 EJ0171  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EJ0171  DYNAMIC HT  -          70.225 (meters)     230.40  (feet)  COMP
 EJ0171  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 EJ0171
 EJ0171  VERT ORDER  -  SECOND    CLASS 0
 EJ0171
 EJ0171.The horizontal coordinates were scaled from a topographic map and have
 EJ0171.an estimated accuracy of +/- 6 seconds.
 EJ0171
 EJ0171.The orthometric height was determined by differential leveling
 EJ0171.and adjusted by the National Geodetic Survey in June 1991..
 EJ0171
 EJ0171.The geoid height was determined by GEOID03.
 EJ0171
 EJ0171.The dynamic height is computed by dividing the NAVD 88
 EJ0171.geopotential number by the normal gravity value computed on the
 EJ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0171.degrees latitude (g = 980.6199 gals.).
 EJ0171
 EJ0171.The modeled gravity was interpolated from observed gravity values.
 EJ0171
 EJ0171;                    North         East    Units  Estimated Accuracy
 EJ0171;SPC AR S     -   606,340.      389,190.      MT  (+/- 180 meters Scaled)
 EJ0171
 EJ0171                          SUPERSEDED SURVEY CONTROL
 EJ0171
 EJ0171  NGVD 29 (??/??/92)   70.326  (m)          230.73   (f) ADJ UNCH    2 0
 EJ0171
 EJ0171.Superseded values are not recommended for survey control.
 EJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0171.See file dsdata.txt to determine how the superseded data were derived.
 EJ0171
 EJ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU809209(NAD 83)
 EJ0171_MARKER: DB = BENCH MARK DISK
 EJ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0171_STAMPING: L 252 1940
 EJ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0171+STABILITY: SURFACE MOTION
 EJ0171
 EJ0171  HISTORY     - Date     Condition        Report By
 EJ0171  HISTORY     - 1940     MONUMENTED       CGS
 EJ0171  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0171
 EJ0171                          STATION DESCRIPTION
 EJ0171
 EJ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0171'9.1 MI NW FROM WRIGHT.
 EJ0171'IN PULASKI COUNTY, 9.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE
 EJ0171'POST OFFICE AT WRIGHT, JEFFERSON COUNTY, 0.4 MILE WEST ALONG A FARM
 EJ0171'ROAD, 1.2 MILES NORTH ALONG THE ROAD PARALLELING THE LEVEE, 1.2 MILES
 EJ0171'SOUTHEAST OF THE BREDLOW BROTHERS STORE, 65 FEET WEST OF THE
 EJ0171'CENTERLINE OF THE LEVEE, 4 FEET NORTH OF A CORNER FENCE POST, AND 2.5
 EJ0171'FEET SOUTH OF A 4 BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE
 EJ0171'GROUND.  A STANDARD DISK, STAMPED L 252 1940 AND SET IN THE TOP OF A
 EJ0171'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 EJ0171
 EJ0171                          STATION RECOVERY (1989)
 EJ0171
 EJ0171'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1086 ***********************************************************************
 FG1086  DESIGNATION -  L 253 RESET
 FG1086  PID         -  FG1086
 FG1086  STATE/COUNTY-  AR/YELL
 FG1086  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1086
 FG1086                         *CURRENT SURVEY CONTROL
 FG1086  ___________________________________________________________________
 FG1086* NAD 83(1986)-  35 16 13.     (N)    093 14 48.     (W)     SCALED    
 FG1086* NAVD 88     -       119.20   (meters)     391.1    (feet)  RESET     
 FG1086  ___________________________________________________________________
 FG1086  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FG1086
 FG1086  VERT ORDER  -  THIRD
 FG1086
 FG1086.The horizontal coordinates were scaled from a topographic map and have
 FG1086.an estimated accuracy of +/- 6 seconds.
 FG1086
 FG1086.The orthometric height was computed from unverified reset data.
 FG1086
 FG1086.The geoid height was determined by GEOID03.
 FG1086
 FG1086;                    North         East    Units  Estimated Accuracy
 FG1086;SPC AR N     -   104,660.      286,580.      MT  (+/- 180 meters Scaled)
 FG1086
 FG1086                          SUPERSEDED SURVEY CONTROL
 FG1086
 FG1086.No superseded survey control is available for this station.
 FG1086
 FG1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV775030(NAD 83)
 FG1086_MARKER: DB = BENCH MARK DISK
 FG1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1086_STAMPING: L 253 RESET 1962
 FG1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1086+STABILITY: SURFACE MOTION
 FG1086
 FG1086  HISTORY     - Date     Condition        Report By
 FG1086  HISTORY     - 1962     MONUMENTED       CGS
 FG1086
 FG1086                          STATION DESCRIPTION
 FG1086
 FG1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG1086'3.0 MI E FROM DELAWARE.
 FG1086'THE MARK IS LOCATED 3.0 MILES EAST ALONG STATE HIGHWAY 22 FROM
 FG1086'DELAWARE, AT THE FOOT OF A GRADE TO THE EAST, 150 FEET EAST OF THE
 FG1086'FIRST BOX CULVERT WEST OF THE FOOT OF THE HILL, 74.5 FEET SOUTH OF THE
 FG1086'CENTERLINE OF THE HIGHWAY, 29 FEET EAST OF THE CENTER OF A WOODS ROAD
 FG1086'LEADING SOUTH, 252 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A METAL
 FG1086'WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 FG1086'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1215 ***********************************************************************
 FG1215  DESIGNATION -  L 254
 FG1215  PID         -  FG1215
 FG1215  STATE/COUNTY-  AR/LOGAN
 FG1215  USGS QUAD   -  HARTMAN (1993)
 FG1215
 FG1215                         *CURRENT SURVEY CONTROL
 FG1215  ___________________________________________________________________
 FG1215* NAD 83(1986)-  35 23 09.     (N)    093 31 47.     (W)     SCALED    
 FG1215* NAVD 88     -       118.655  (meters)     389.29   (feet)  ADJUSTED  
 FG1215  ___________________________________________________________________
 FG1215  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FG1215  DYNAMIC HT  -         118.544 (meters)     388.92  (feet)  COMP
 FG1215  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 FG1215
 FG1215  VERT ORDER  -  SECOND    CLASS 0
 FG1215
 FG1215.The horizontal coordinates were scaled from a topographic map and have
 FG1215.an estimated accuracy of +/- 6 seconds.
 FG1215
 FG1215.The orthometric height was determined by differential leveling
 FG1215.and adjusted by the National Geodetic Survey in June 1991..
 FG1215
 FG1215.The geoid height was determined by GEOID03.
 FG1215
 FG1215.The dynamic height is computed by dividing the NAVD 88
 FG1215.geopotential number by the normal gravity value computed on the
 FG1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1215.degrees latitude (g = 980.6199 gals.).
 FG1215
 FG1215.The modeled gravity was interpolated from observed gravity values.
 FG1215
 FG1215;                    North         East    Units  Estimated Accuracy
 FG1215;SPC AR N     -   117,850.      261,030.      MT  (+/- 180 meters Scaled)
 FG1215
 FG1215                          SUPERSEDED SURVEY CONTROL
 FG1215
 FG1215  NGVD 29 (??/??/92)  118.622  (m)          389.18   (f) ADJ UNCH    2 0
 FG1215
 FG1215.Superseded values are not recommended for survey control.
 FG1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1215.See file dsdata.txt to determine how the superseded data were derived.
 FG1215
 FG1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV518159(NAD 83)
 FG1215_MARKER: DB = BENCH MARK DISK
 FG1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1215_STAMPING: L 254 1940
 FG1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1215+STABILITY: SURFACE MOTION
 FG1215
 FG1215  HISTORY     - Date     Condition        Report By
 FG1215  HISTORY     - 1940     MONUMENTED       CGS
 FG1215  HISTORY     - 1959     GOOD             NGS
 FG1215  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1215
 FG1215                          STATION DESCRIPTION
 FG1215
 FG1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1215'IN MORRISON BLUFF.
 FG1215'AT MORRISON BLUFF, 69 FEET WEST ACROSS A ROAD FROM THE FRONT ENTRANCE
 FG1215'OF THE GENERAL STORE, 95 FEET NORTHWEST OF THE CENTER OF A T-ROAD
 FG1215'JUNCTION, 88 FEET NORTHWEST OF POWER POLE 5/21, 29 FEET WEST OF THE
 FG1215'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 1.7 FEET SOUTHWEST OF A FENCE
 FG1215'CORNER, AND 1 FOOT SOUTH OF THE EAST-AND-WEST FENCE.  NOTE-- THE STORE
 FG1215'HAS BEEN TORN DOWN.
 FG1215
 FG1215                          STATION RECOVERY (1984)
 FG1215
 FG1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1245 ***********************************************************************
 FG1245  DESIGNATION -  L 255
 FG1245  PID         -  FG1245
 FG1245  STATE/COUNTY-  AR/FRANKLIN
 FG1245  USGS QUAD   -  OZARK (1993)
 FG1245
 FG1245                         *CURRENT SURVEY CONTROL
 FG1245  ___________________________________________________________________
 FG1245* NAD 83(1986)-  35 24 36.     (N)    093 49 13.     (W)     SCALED    
 FG1245* NAVD 88     -       114.134  (meters)     374.45   (feet)  ADJUSTED  
 FG1245  ___________________________________________________________________
 FG1245  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FG1245  DYNAMIC HT  -         114.028 (meters)     374.11  (feet)  COMP
 FG1245  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 FG1245
 FG1245  VERT ORDER  -  SECOND    CLASS 0
 FG1245
 FG1245.The horizontal coordinates were scaled from a topographic map and have
 FG1245.an estimated accuracy of +/- 6 seconds.
 FG1245
 FG1245.The orthometric height was determined by differential leveling
 FG1245.and adjusted by the National Geodetic Survey in June 1991..
 FG1245
 FG1245.The geoid height was determined by GEOID03.
 FG1245
 FG1245.The dynamic height is computed by dividing the NAVD 88
 FG1245.geopotential number by the normal gravity value computed on the
 FG1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1245.degrees latitude (g = 980.6199 gals.).
 FG1245
 FG1245.The modeled gravity was interpolated from observed gravity values.
 FG1245
 FG1245;                    North         East    Units  Estimated Accuracy
 FG1245;SPC AR N     -   120,980.      234,680.      MT  (+/- 180 meters Scaled)
 FG1245
 FG1245                          SUPERSEDED SURVEY CONTROL
 FG1245
 FG1245  NGVD 29 (??/??/92)  114.083  (m)          374.29   (f) ADJ UNCH    2 0
 FG1245
 FG1245.Superseded values are not recommended for survey control.
 FG1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1245.See file dsdata.txt to determine how the superseded data were derived.
 FG1245
 FG1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV255188(NAD 83)
 FG1245_MARKER: DB = BENCH MARK DISK
 FG1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1245_STAMPING: L 255 1940
 FG1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1245+STABILITY: SURFACE MOTION
 FG1245
 FG1245  HISTORY     - Date     Condition        Report By
 FG1245  HISTORY     - 1940     MONUMENTED       CGS
 FG1245  HISTORY     - 1959     GOOD             NGS
 FG1245  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1245
 FG1245                          STATION DESCRIPTION
 FG1245
 FG1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1245'4 MI NW FROM ROSEVILLE.
 FG1245'4.0 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY 23
 FG1245'FROM ROSEVILLE, ABOUT 100 YARDS NORTH OF THE CENTER OF A CURVE IN THE
 FG1245'ROAD, 120 FEET WEST OF A 40-INCH OAK TREE ON THE TOP OF A SLOPE, 30
 FG1245'FEET EAST OF THE CENTERLINE OF THE ROAD, IN THE WEST EDGE OF A PASTURE
 FG1245'WHICH SLOPES TOWARD THE ROAD, 1 FOOT EAST OF A WIRE FENCE, AND 3.8
 FG1245'FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 FG1245
 FG1245                          STATION RECOVERY (1984)
 FG1245
 FG1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1246 ***********************************************************************
 FG1246  DESIGNATION -  L 255 RESET
 FG1246  PID         -  FG1246
 FG1246  STATE/COUNTY-  AR/FRANKLIN
 FG1246  USGS QUAD   -  OZARK (1993)
 FG1246
 FG1246                         *CURRENT SURVEY CONTROL
 FG1246  ___________________________________________________________________
 FG1246* NAD 83(1986)-  35 24 36.     (N)    093 49 13.     (W)     SCALED    
 FG1246* NAVD 88     -       114.18   (meters)     374.6    (feet)  RESET     
 FG1246  ___________________________________________________________________
 FG1246  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FG1246
 FG1246  VERT ORDER  -  THIRD
 FG1246
 FG1246.The horizontal coordinates were scaled from a topographic map and have
 FG1246.an estimated accuracy of +/- 6 seconds.
 FG1246
 FG1246.The orthometric height was computed from unverified reset data.
 FG1246
 FG1246.The geoid height was determined by GEOID03.
 FG1246
 FG1246;                    North         East    Units  Estimated Accuracy
 FG1246;SPC AR N     -   120,980.      234,680.      MT  (+/- 180 meters Scaled)
 FG1246
 FG1246                          SUPERSEDED SURVEY CONTROL
 FG1246
 FG1246.No superseded survey control is available for this station.
 FG1246
 FG1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV255188(NAD 83)
 FG1246_MARKER: DB = BENCH MARK DISK
 FG1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1246_STAMPING: L 255 RESET 1964
 FG1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1246+STABILITY: SURFACE MOTION
 FG1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1246+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 FG1246
 FG1246  HISTORY     - Date     Condition        Report By
 FG1246  HISTORY     - 1964     MONUMENTED       CGS
 FG1246  HISTORY     - 20050322 GOOD             GEOCAC
 FG1246
 FG1246                          STATION DESCRIPTION
 FG1246
 FG1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FG1246'9.95 MI SE FROM OZARK.
 FG1246'4.4 MILES EAST AND SOUTH ALONG STATE HIGHWAY 309 FROM ITS JUNCTION
 FG1246'WITH STATE HIGHWAY 23 WHICH IS ABOUT 1.4 MILES SOUTH OF OZARK, ABOUT
 FG1246'4.15 MILES NORTHWEST OF THE SMALL SETTLEMENT OF ROSEVILLE, ABOUT 0.05
 FG1246'MILE NORTH OF A TURN IN THE HIGHWAY, ABOUT 100 FEET WEST-SOUTHWEST OF
 FG1246'A 40-INCH OAK TREE IN FIELD, 39 FEET EAST OF THE CENTERLINE OF THE
 FG1246'HIGHWAY, 1.5 FEET NORTH OF A METAL WITNESS POST, 0.5 FOOT WEST OF
 FG1246'WOVEN WIRE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FG1246'ABOUT 4 INCHES.
 FG1246
 FG1246                          STATION RECOVERY (2005)
 FG1246
 FG1246'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1246'MARK IN GOOD SHAPE.  EASY TO SPOT DUE TO WITNESS POST.  LOCATED
 FG1246'DIRECTLY OFF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0188 ***********************************************************************
 FH0188  DESIGNATION -  L 256
 FH0188  PID         -  FH0188
 FH0188  STATE/COUNTY-  AR/SEBASTIAN
 FH0188  USGS QUAD   -  MULBERRY (1987)
 FH0188
 FH0188                         *CURRENT SURVEY CONTROL
 FH0188  ___________________________________________________________________
 FH0188* NAD 83(1986)-  35 23 11.     (N)    094 07 07.     (W)     SCALED    
 FH0188* NAVD 88     -       121.998  (meters)     400.26   (feet)  ADJUSTED  
 FH0188  ___________________________________________________________________
 FH0188  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FH0188  DYNAMIC HT  -         121.885 (meters)     399.88  (feet)  COMP
 FH0188  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FH0188
 FH0188  VERT ORDER  -  SECOND    CLASS 0
 FH0188
 FH0188.The horizontal coordinates were scaled from a topographic map and have
 FH0188.an estimated accuracy of +/- 6 seconds.
 FH0188
 FH0188.The orthometric height was determined by differential leveling
 FH0188.and adjusted by the National Geodetic Survey in June 1991..
 FH0188
 FH0188.The geoid height was determined by GEOID03.
 FH0188
 FH0188.The dynamic height is computed by dividing the NAVD 88
 FH0188.geopotential number by the normal gravity value computed on the
 FH0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0188.degrees latitude (g = 980.6199 gals.).
 FH0188
 FH0188.The modeled gravity was interpolated from observed gravity values.
 FH0188
 FH0188;                    North         East    Units  Estimated Accuracy
 FH0188;SPC AR N     -   118,900.      207,540.      MT  (+/- 180 meters Scaled)
 FH0188
 FH0188                          SUPERSEDED SURVEY CONTROL
 FH0188
 FH0188  NGVD 29 (??/??/92)  121.915  (m)          399.98   (f) ADJ UNCH    2 0
 FH0188
 FH0188.Superseded values are not recommended for survey control.
 FH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0188.See file dsdata.txt to determine how the superseded data were derived.
 FH0188
 FH0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV984164(NAD 83)
 FH0188_MARKER: DB = BENCH MARK DISK
 FH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0188_STAMPING: L 256 1940
 FH0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0188+STABILITY: SURFACE MOTION
 FH0188
 FH0188  HISTORY     - Date     Condition        Report By
 FH0188  HISTORY     - 1940     MONUMENTED       CGS
 FH0188  HISTORY     - 1959     GOOD             NGS
 FH0188  HISTORY     - 1964     MARK NOT FOUND   LOCENG
 FH0188
 FH0188                          STATION DESCRIPTION
 FH0188
 FH0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0188'6.7 MI NE FROM LAVACA.
 FH0188'6.7 MILES NORTHEAST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 FH0188'AT LAVACA, ON THE OUTSIDE OF A CURVE NEAR THE BOTTOM OF A SHORT
 FH0188'HILL, 85 FEET EAST-SOUTHEAST OF A POWER POLE, 40 FEET SOUTHWEST
 FH0188'OF THE CENTERLINE OF THE HIGHWAY, 5.5 FEET NORTH-NORTHEAST OF
 FH0188'AN 8-INCH IRON-PIPE FENCE POST, 1.7 FEET NORTHEAST OF THE FENCE
 FH0188'LINE, AND 4.3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 FH0188'NOTE-- THE MARK IS ABOUT 16 FEET NORTHEAST OF IRON FENCE POST.
 FH0188
 FH0188                          STATION RECOVERY (1964)
 FH0188
 FH0188'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 FH0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0848 ***********************************************************************
 DL0848  DESIGNATION -  L 257
 DL0848  PID         -  DL0848
 DL0848  STATE/COUNTY-  AR/MILLER
 DL0848  USGS QUAD   -  MANDEVILLE (1975)
 DL0848
 DL0848                         *CURRENT SURVEY CONTROL
 DL0848  ___________________________________________________________________
 DL0848* NAD 83(1986)-  33 27 28.     (N)    093 59 42.     (W)     SCALED    
 DL0848* NAVD 88     -       111.948  (meters)     367.28   (feet)  ADJUSTED  
 DL0848  ___________________________________________________________________
 DL0848  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL0848  DYNAMIC HT  -         111.829 (meters)     366.89  (feet)  COMP
 DL0848  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 DL0848
 DL0848  VERT ORDER  -  SECOND    CLASS 0
 DL0848
 DL0848.This mark is at Texarkana Regional-Webb Fld Airport (TXK)
 DL0848
 DL0848.The horizontal coordinates were scaled from a topographic map and have
 DL0848.an estimated accuracy of +/- 6 seconds.
 DL0848
 DL0848.The orthometric height was determined by differential leveling
 DL0848.and adjusted by the National Geodetic Survey in June 1991..
 DL0848
 DL0848.The geoid height was determined by GEOID03.
 DL0848
 DL0848.The dynamic height is computed by dividing the NAVD 88
 DL0848.geopotential number by the normal gravity value computed on the
 DL0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0848.degrees latitude (g = 980.6199 gals.).
 DL0848
 DL0848.The modeled gravity was interpolated from observed gravity values.
 DL0848
 DL0848;                    North         East    Units  Estimated Accuracy
 DL0848;SPC AR S     -   489,550.      214,550.      MT  (+/- 180 meters Scaled)
 DL0848
 DL0848                          SUPERSEDED SURVEY CONTROL
 DL0848
 DL0848  NGVD 29 (??/??/92)  111.971  (m)          367.36   (f) ADJ UNCH    2 0
 DL0848
 DL0848.Superseded values are not recommended for survey control.
 DL0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0848.See file dsdata.txt to determine how the superseded data were derived.
 DL0848
 DL0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT075024(NAD 83)
 DL0848_MARKER: DB = BENCH MARK DISK
 DL0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0848_SP_SET: BUILDING
 DL0848_STAMPING: L 257 1945
 DL0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0848
 DL0848  HISTORY     - Date     Condition        Report By
 DL0848  HISTORY     - 1945     MONUMENTED       CGS
 DL0848  HISTORY     - 1964     GOOD             NGS
 DL0848  HISTORY     - 1981     GOOD             CGS
 DL0848
 DL0848                          STATION DESCRIPTION
 DL0848
 DL0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0848'4.1 MI NE FROM TEXARKANA.
 DL0848'MILLER COUNTY, AT A CONCRETE TRANSFORMER VAULT SOUTH OF THE
 DL0848'ADMINISTRATION BUILDING, IN THE NORTH FACE, 1.5 FEET EAST OF THE
 DL0848'ENTRANCE, AND ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 DL0848'L 257 1945 AND SET VERTICALLY.  NOTE-- THE TRANSFORMER VAULT MENTIONED
 DL0848'IS THE FIRST ONE OF TWO BUILDINGS AT THE SIDE OF THE AIRPORT BEACON.
 DL0848
 DL0848                          STATION RECOVERY (1981)
 DL0848
 DL0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 DL0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1138 ***********************************************************************
 DL1138  DESIGNATION -  L 258
 DL1138  PID         -  DL1138
 DL1138  STATE/COUNTY-  AR/MILLER
 DL1138  USGS QUAD   -  GARLAND (1975)
 DL1138
 DL1138                         *CURRENT SURVEY CONTROL
 DL1138  ___________________________________________________________________
 DL1138* NAD 83(1986)-  33 16 48.     (N)    093 44 19.     (W)     SCALED    
 DL1138* NAVD 88     -        67.443  (meters)     221.27   (feet)  ADJUSTED  
 DL1138  ___________________________________________________________________
 DL1138  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DL1138  DYNAMIC HT  -          67.371 (meters)     221.03  (feet)  COMP
 DL1138  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 DL1138
 DL1138  VERT ORDER  -  FIRST     CLASS I
 DL1138
 DL1138.The horizontal coordinates were scaled from a topographic map and have
 DL1138.an estimated accuracy of +/- 6 seconds.
 DL1138
 DL1138.The orthometric height was determined by differential leveling
 DL1138.and adjusted by the National Geodetic Survey in June 1991..
 DL1138
 DL1138.The geoid height was determined by GEOID03.
 DL1138
 DL1138.The dynamic height is computed by dividing the NAVD 88
 DL1138.geopotential number by the normal gravity value computed on the
 DL1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1138.degrees latitude (g = 980.6199 gals.).
 DL1138
 DL1138.The modeled gravity was interpolated from observed gravity values.
 DL1138
 DL1138;                    North         East    Units  Estimated Accuracy
 DL1138;SPC AR S     -   469,400.      238,040.      MT  (+/- 180 meters Scaled)
 DL1138
 DL1138                          SUPERSEDED SURVEY CONTROL
 DL1138
 DL1138  NGVD 29 (??/??/??)   67.472  (m)          221.36   (f) ADJUSTED    1 1
 DL1138
 DL1138.Superseded values are not recommended for survey control.
 DL1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1138.See file dsdata.txt to determine how the superseded data were derived.
 DL1138
 DL1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS312825(NAD 83)
 DL1138_MARKER: DB = BENCH MARK DISK
 DL1138_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1138_SP_SET: COPPER-CLAD STEEL ROD
 DL1138_STAMPING: L 258 1977
 DL1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1138
 DL1138  HISTORY     - Date     Condition        Report By
 DL1138  HISTORY     - 1977     MONUMENTED       NGS
 DL1138
 DL1138                          STATION DESCRIPTION
 DL1138
 DL1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1138'9.9 MI SW FROM GARLAND.
 DL1138'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1138'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1138'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1138'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO
 DL1138'TO T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG A
 DL1138'GRAVEL ROAD TO THE WEST TRACT CHURCH AT A Y JUNCTION, 125 FEET
 DL1138'WEST OF THE CENTER OF ROAD, 3 FEET SOUTHWEST OF THE SOUTHEAST
 DL1138'CORNER OF CHURCH, 3 FEET SOUTH OF THE SOUTH WALL OF CHURCH, AND
 DL1138'43 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1112 ***********************************************************************
 DL1112  DESIGNATION -  L 259
 DL1112  PID         -  DL1112
 DL1112  STATE/COUNTY-  AR/MILLER
 DL1112  USGS QUAD   -  DODDRIDGE (1975)
 DL1112
 DL1112                         *CURRENT SURVEY CONTROL
 DL1112  ___________________________________________________________________
 DL1112* NAD 83(1986)-  33 06 31.     (N)    093 53 56.     (W)     SCALED    
 DL1112* NAVD 88     -        76.951  (meters)     252.46   (feet)  ADJUSTED  
 DL1112  ___________________________________________________________________
 DL1112  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DL1112  DYNAMIC HT  -          76.867 (meters)     252.19  (feet)  COMP
 DL1112  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 DL1112
 DL1112  VERT ORDER  -  FIRST     CLASS I
 DL1112
 DL1112.The horizontal coordinates were scaled from a topographic map and have
 DL1112.an estimated accuracy of +/- 6 seconds.
 DL1112
 DL1112.The orthometric height was determined by differential leveling
 DL1112.and adjusted by the National Geodetic Survey in June 1991..
 DL1112
 DL1112.The geoid height was determined by GEOID03.
 DL1112
 DL1112.The dynamic height is computed by dividing the NAVD 88
 DL1112.geopotential number by the normal gravity value computed on the
 DL1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1112.degrees latitude (g = 980.6199 gals.).
 DL1112
 DL1112.The modeled gravity was interpolated from observed gravity values.
 DL1112
 DL1112;                    North         East    Units  Estimated Accuracy
 DL1112;SPC AR S     -   450,660.      222,760.      MT  (+/- 180 meters Scaled)
 DL1112
 DL1112                          SUPERSEDED SURVEY CONTROL
 DL1112
 DL1112  NGVD 29 (??/??/??)   76.985  (m)          252.57   (f) ADJUSTED    1 1
 DL1112
 DL1112.Superseded values are not recommended for survey control.
 DL1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1112.See file dsdata.txt to determine how the superseded data were derived.
 DL1112
 DL1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS161636(NAD 83)
 DL1112_MARKER: DB = BENCH MARK DISK
 DL1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1112_SP_SET: CONCRETE CULVERT
 DL1112_STAMPING: L 259 1977
 DL1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1112
 DL1112  HISTORY     - Date     Condition        Report By
 DL1112  HISTORY     - 1977     MONUMENTED       NGS
 DL1112
 DL1112                          STATION DESCRIPTION
 DL1112
 DL1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1112'1.1 MI NORTH FROM DODDRIDGE.
 DL1112'1.1 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1112'STATE HIGHWAY 160 AT DODDRIDGE, 32 FEET EAST OF THE CENTER
 DL1112'LINE OF HIGHWAY, 48 FEET NORTH OF THE CENTER LINE OF A GRAVEL
 DL1112'ROAD LEADING EAST, SET IN THE CENTER OF THE TOP HEADWALL OF A
 DL1112'CONCRETE BOXED CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1168 ***********************************************************************
 DL1168  DESIGNATION -  L 260
 DL1168  PID         -  DL1168
 DL1168  STATE/COUNTY-  AR/MILLER
 DL1168  USGS QUAD   -  FULTON (1975)
 DL1168
 DL1168                         *CURRENT SURVEY CONTROL
 DL1168  ___________________________________________________________________
 DL1168* NAD 83(1986)-  33 31 52.     (N)    093 47 50.     (W)     SCALED    
 DL1168* NAVD 88     -        86.530  (meters)     283.89   (feet)  ADJUSTED  
 DL1168  ___________________________________________________________________
 DL1168  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL1168  DYNAMIC HT  -          86.439 (meters)     283.59  (feet)  COMP
 DL1168  MODELED GRAV-     979,580.0   (mgal)                       NAVD 88
 DL1168
 DL1168  VERT ORDER  -  FIRST     CLASS I
 DL1168
 DL1168.The horizontal coordinates were scaled from a topographic map and have
 DL1168.an estimated accuracy of +/- 6 seconds.
 DL1168
 DL1168.The orthometric height was determined by differential leveling
 DL1168.and adjusted by the National Geodetic Survey in June 1991..
 DL1168
 DL1168.The geoid height was determined by GEOID03.
 DL1168
 DL1168.The dynamic height is computed by dividing the NAVD 88
 DL1168.geopotential number by the normal gravity value computed on the
 DL1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1168.degrees latitude (g = 980.6199 gals.).
 DL1168
 DL1168.The modeled gravity was interpolated from observed gravity values.
 DL1168
 DL1168;                    North         East    Units  Estimated Accuracy
 DL1168;SPC AR S     -   497,340.      233,070.      MT  (+/- 180 meters Scaled)
 DL1168
 DL1168                          SUPERSEDED SURVEY CONTROL
 DL1168
 DL1168  NGVD 29 (??/??/??)   86.545  (m)          283.94   (f) ADJUSTED    1 1
 DL1168
 DL1168.Superseded values are not recommended for survey control.
 DL1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1168.See file dsdata.txt to determine how the superseded data were derived.
 DL1168
 DL1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT259104(NAD 83)
 DL1168_MARKER: DB = BENCH MARK DISK
 DL1168_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1168+WITH SETTING: INTO GROUND
 DL1168_SP_SET: METAL ROD WITH BASE PLATE
 DL1168_STAMPING: L 260 1977
 DL1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1168+STABILITY: SURFACE MOTION
 DL1168
 DL1168  HISTORY     - Date     Condition        Report By
 DL1168  HISTORY     - 1977     MONUMENTED       NGS
 DL1168
 DL1168                          STATION DESCRIPTION
 DL1168
 DL1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1168'7.7 MI SE FROM FULTON.
 DL1168'1.8 MILES SOUTHWEST ALONG INTERSTATE 30 TO LEVEE FROM THE WEST END
 DL1168'OF THE BRIDGE OVER RED RIVER, THENCE 4.9 MILES SOUTHEAST ALONG THE
 DL1168'LEVEE TO THE END OF THE LEVEE AT BUZZARD BLUFF, THENCE 0.3 MILE
 DL1168'SOUTHEAST TO A GROUP OF CORRALS AND A DIRT ROAD LEADING SOUTHEAST
 DL1168'THENCE 0.7 MILE SOUTHEAST ON A DIRT ROAD TO THE TOP OF A HILL AND
 DL1168'A POWER POLE, 29 FEET NORTHEAST OF THE CENTER OF THE ROADDDD, 23
 DL1168'FEET SOUTHEAST OF THE NORTHWEST ANCHOR FOR GUY WIRES TO A POWER
 DL1168'POLE, 5 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1027 ***********************************************************************
 DM1027  DESIGNATION -  L 261
 DM1027  PID         -  DM1027
 DM1027  STATE/COUNTY-  AR/MILLER
 DM1027  USGS QUAD   -  OGDEN (1975)
 DM1027
 DM1027                         *CURRENT SURVEY CONTROL
 DM1027  ___________________________________________________________________
 DM1027* NAD 83(1986)-  33 32 09.     (N)    094 00 36.     (W)     SCALED    
 DM1027* NAVD 88     -        82.273  (meters)     269.92   (feet)  ADJUSTED  
 DM1027  ___________________________________________________________________
 DM1027  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM1027  DYNAMIC HT  -          82.186 (meters)     269.64  (feet)  COMP
 DM1027  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 DM1027
 DM1027  VERT ORDER  -  FIRST     CLASS I
 DM1027
 DM1027.The horizontal coordinates were scaled from a topographic map and have
 DM1027.an estimated accuracy of +/- 6 seconds.
 DM1027
 DM1027.The orthometric height was determined by differential leveling
 DM1027.and adjusted by the National Geodetic Survey in June 1991..
 DM1027
 DM1027.The geoid height was determined by GEOID03.
 DM1027
 DM1027.The dynamic height is computed by dividing the NAVD 88
 DM1027.geopotential number by the normal gravity value computed on the
 DM1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1027.degrees latitude (g = 980.6199 gals.).
 DM1027
 DM1027.The modeled gravity was interpolated from observed gravity values.
 DM1027
 DM1027;                    North         East    Units  Estimated Accuracy
 DM1027;SPC AR S     -   498,230.      213,320.      MT  (+/- 180 meters Scaled)
 DM1027
 DM1027                          SUPERSEDED SURVEY CONTROL
 DM1027
 DM1027  NGVD 29 (??/??/??)   82.289  (m)          269.98   (f) ADJUSTED    1 1
 DM1027
 DM1027.Superseded values are not recommended for survey control.
 DM1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1027.See file dsdata.txt to determine how the superseded data were derived.
 DM1027
 DM1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT062111(NAD 83)
 DM1027_MARKER: DB = BENCH MARK DISK
 DM1027_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DM1027+WITH SETTING: INTO GROUND
 DM1027_SP_SET: METAL ROD WITH BASE PLATE
 DM1027_STAMPING: L 261 1977
 DM1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1027+STABILITY: SURFACE MOTION
 DM1027
 DM1027  HISTORY     - Date     Condition        Report By
 DM1027  HISTORY     - 1977     MONUMENTED       NGS
 DM1027  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1027
 DM1027                          STATION DESCRIPTION
 DM1027
 DM1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DM1027'7.2 MI NW FROM MANDEVILLE.
 DM1027'FROM THE JUNCTION OF US HIGHWAY 67 AND COUNTY ROAD 108, WHICH IS
 DM1027'1.9 MILES NORTHEAST OF MANDEVILLE, THENCE 5.3 MILES NORTHWEST ON
 DM1027'108 TO A SIDE ROAD LEADING SOUTH AND A METAL GATE ACROSS ROAD AND
 DM1027'A TRACK ROAD LEADING NORTH , 30 FEET NORTHEAST OF THE CENTER OF
 DM1027'THE INTERSECTION OF THE MAIN ROAD AND A SIDE ROAD, 12 FEET NORTHEAST
 DM1027'OF THE CENTER OF A METAL GATE, 3 FEET NORTHWEST OF FENCE CORNER BY
 DM1027'THE GATE.
 DM1027
 DM1027                          STATION RECOVERY (1997)
 DM1027
 DM1027'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0163 ***********************************************************************
 FH0163  DESIGNATION -  L 28
 FH0163  PID         -  FH0163
 FH0163  STATE/COUNTY-  AR/CRAWFORD
 FH0163  USGS QUAD   -  VAN BUREN (1997)
 FH0163
 FH0163                         *CURRENT SURVEY CONTROL
 FH0163  ___________________________________________________________________
 FH0163* NAD 83(1986)-  35 26 52.     (N)    094 17 39.     (W)     SCALED    
 FH0163* NAVD 88     -       139.454  (meters)     457.53   (feet)  ADJUSTED  
 FH0163  ___________________________________________________________________
 FH0163  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FH0163  DYNAMIC HT  -         139.324 (meters)     457.10  (feet)  COMP
 FH0163  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FH0163
 FH0163  VERT ORDER  -  FIRST     CLASS II
 FH0163
 FH0163.The horizontal coordinates were scaled from a topographic map and have
 FH0163.an estimated accuracy of +/- 6 seconds.
 FH0163
 FH0163.The orthometric height was determined by differential leveling
 FH0163.and adjusted by the National Geodetic Survey in June 1991..
 FH0163
 FH0163.The geoid height was determined by GEOID03.
 FH0163
 FH0163.The dynamic height is computed by dividing the NAVD 88
 FH0163.geopotential number by the normal gravity value computed on the
 FH0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0163.degrees latitude (g = 980.6199 gals.).
 FH0163
 FH0163.The modeled gravity was interpolated from observed gravity values.
 FH0163
 FH0163;                    North         East    Units  Estimated Accuracy
 FH0163;SPC AR N     -   126,060.      191,750.      MT  (+/- 180 meters Scaled)
 FH0163
 FH0163                          SUPERSEDED SURVEY CONTROL
 FH0163
 FH0163  NGVD 29 (??/??/92)  139.368  (m)          457.24   (f) ADJ UNCH    1 2
 FH0163
 FH0163.Superseded values are not recommended for survey control.
 FH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0163.See file dsdata.txt to determine how the superseded data were derived.
 FH0163
 FH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV825234(NAD 83)
 FH0163_MARKER: DB = BENCH MARK DISK
 FH0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0163_STAMPING: 457.243 L 28 1932
 FH0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0163+STABILITY: SURFACE MOTION
 FH0163
 FH0163  HISTORY     - Date     Condition        Report By
 FH0163  HISTORY     - 1932     MONUMENTED       CGS
 FH0163  HISTORY     - 1959     GOOD             NGS
 FH0163  HISTORY     - 1987     GOOD             USPSQD
 FH0163  HISTORY     - 1989     GOOD             USPSQD
 FH0163
 FH0163                          STATION DESCRIPTION
 FH0163
 FH0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FH0163'3.9 MI E FROM VAN BUREN.
 FH0163'ABOUT 3.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FH0163'VAN BUREN, CRAWFORD COUNTY, AT BOX SPRINGS SIDING, ABOUT 6 POLES
 FH0163'WEST OF MILEPOST 494, ABOUT 15 RAILS WEST OF A ROAD CROSSING,
 FH0163'AND 40 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED 457.243
 FH0163'L 28 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FH0163
 FH0163                          STATION RECOVERY (1959)
 FH0163
 FH0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0163'RECOVERED IN GOOD CONDITION.
 FH0163
 FH0163                          STATION RECOVERY (1987)
 FH0163
 FH0163'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0163'RECOVERED IN GOOD CONDITION.
 FH0163
 FH0163                          STATION RECOVERY (1989)
 FH0163
 FH0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 FH0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1615 ***********************************************************************
 EJ1615  DESIGNATION -  L 287
 EJ1615  PID         -  EJ1615
 EJ1615  STATE/COUNTY-  AR/PULASKI
 EJ1615  USGS QUAD   -  SWEET HOME (1986)
 EJ1615
 EJ1615                         *CURRENT SURVEY CONTROL
 EJ1615  ___________________________________________________________________
 EJ1615* NAD 83(1986)-  34 38 02.     (N)    092 13 31.     (W)     SCALED    
 EJ1615* NAVD 88     -        78.145  (meters)     256.38   (feet)  ADJUSTED  
 EJ1615  ___________________________________________________________________
 EJ1615  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EJ1615  DYNAMIC HT  -          78.071 (meters)     256.14  (feet)  COMP
 EJ1615  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 EJ1615
 EJ1615  VERT ORDER  -  FIRST     CLASS II
 EJ1615
 EJ1615.The horizontal coordinates were scaled from a topographic map and have
 EJ1615.an estimated accuracy of +/- 6 seconds.
 EJ1615
 EJ1615.The orthometric height was determined by differential leveling
 EJ1615.and adjusted by the National Geodetic Survey in June 1991..
 EJ1615
 EJ1615.The geoid height was determined by GEOID03.
 EJ1615
 EJ1615.The dynamic height is computed by dividing the NAVD 88
 EJ1615.geopotential number by the normal gravity value computed on the
 EJ1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1615.degrees latitude (g = 980.6199 gals.).
 EJ1615
 EJ1615.The modeled gravity was interpolated from observed gravity values.
 EJ1615
 EJ1615;                    North         East    Units  Estimated Accuracy
 EJ1615;SPC AR S     -   618,220.      379,340.      MT  (+/- 180 meters Scaled)
 EJ1615
 EJ1615                          SUPERSEDED SURVEY CONTROL
 EJ1615
 EJ1615.No superseded survey control is available for this station.
 EJ1615
 EJ1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU710327(NAD 83)
 EJ1615_MARKER: I = METAL ROD
 EJ1615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1615_SP_SET: STAINLESS STEEL ROD
 EJ1615_STAMPING: L 287 1984
 EJ1615_MARK LOGO: NGS   
 EJ1615_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1615_ROD/PIPE-DEPTH: 13.4 meters
 EJ1615
 EJ1615  HISTORY     - Date     Condition        Report By
 EJ1615  HISTORY     - 1984     MONUMENTED       NGS
 EJ1615  HISTORY     - 1988     GOOD             USPSQD
 EJ1615  HISTORY     - 1989     GOOD             USPSQD
 EJ1615  HISTORY     - 1990     GOOD             USPSQD
 EJ1615  HISTORY     - 1990     GOOD             USPSQD
 EJ1615  HISTORY     - 19920902 MARK NOT FOUND   USPSQD
 EJ1615
 EJ1615                          STATION DESCRIPTION
 EJ1615
 EJ1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1615'3.7 KM (2.3 MI) NORTH FROM WRIGHTSVILLE.
 EJ1615'3.7 KM (2.3 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1615'WRIGHTSVILLE, TO THE MARK ON THE PROPERTY OF MR. FREEMAN AT THE SOUTH
 EJ1615'ENTRANCE LEADING WEST TO THE FREEMANS MOTEL, 32.00 METERS (105.0 FT)
 EJ1615'WEST OF THE CENTER LINE OF THE HIGHWAY, 29.56 METERS (97.0 FT) SOUTH
 EJ1615'OF THE CENTER OF THE NORTH DRIVEWAY, 6.87 METERS (16.0 FT) NORTH OF
 EJ1615'THE CENTER OF THE SOUTH DRIVEWAY, 17.16 METERS (56.3 FT)
 EJ1615'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MR. FREEMANS BRICK HOME,
 EJ1615'AND 0.97 METERS (3.2 FT) EAST OF A POWER LINE POLE WITH TRANSFORMER
 EJ1615'AND SECURITY LIGHT.  NOTE, ROD ANCHORED AT THIS DEPTH.
 EJ1615'THE MARK IS 0.79 METERS  E FROM A WITNESS POST.
 EJ1615'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 EJ1615
 EJ1615                          STATION RECOVERY (1988)
 EJ1615
 EJ1615'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1615'RECOVERED IN GOOD CONDITION.
 EJ1615
 EJ1615                          STATION RECOVERY (1989)
 EJ1615
 EJ1615'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1615'RECOVERED IN GOOD CONDITION.
 EJ1615
 EJ1615                          STATION RECOVERY (1990)
 EJ1615
 EJ1615'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1615'RECOVERED IN GOOD CONDITION.
 EJ1615
 EJ1615                          STATION RECOVERY (1990)
 EJ1615
 EJ1615'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1615'RECOVERED IN GOOD CONDITION.
 EJ1615
 EJ1615                          STATION RECOVERY (1992)
 EJ1615
 EJ1615'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1647 ***********************************************************************
 EJ1647  DESIGNATION -  L 288
 EJ1647  PID         -  EJ1647
 EJ1647  STATE/COUNTY-  AR/JEFFERSON
 EJ1647  USGS QUAD   -  WHITE HALL (1984)
 EJ1647
 EJ1647                         *CURRENT SURVEY CONTROL
 EJ1647  ___________________________________________________________________
 EJ1647* NAD 83(1986)-  34 16 35.     (N)    092 05 33.     (W)     SCALED    
 EJ1647* NAVD 88     -        88.431  (meters)     290.13   (feet)  ADJUSTED  
 EJ1647  ___________________________________________________________________
 EJ1647  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EJ1647  DYNAMIC HT  -          88.346 (meters)     289.85  (feet)  COMP
 EJ1647  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EJ1647
 EJ1647  VERT ORDER  -  FIRST     CLASS II
 EJ1647
 EJ1647.The horizontal coordinates were scaled from a topographic map and have
 EJ1647.an estimated accuracy of +/- 6 seconds.
 EJ1647
 EJ1647.The orthometric height was determined by differential leveling
 EJ1647.and adjusted by the National Geodetic Survey in June 1991..
 EJ1647
 EJ1647.The geoid height was determined by GEOID03.
 EJ1647
 EJ1647.The dynamic height is computed by dividing the NAVD 88
 EJ1647.geopotential number by the normal gravity value computed on the
 EJ1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1647.degrees latitude (g = 980.6199 gals.).
 EJ1647
 EJ1647.The modeled gravity was interpolated from observed gravity values.
 EJ1647
 EJ1647;                    North         East    Units  Estimated Accuracy
 EJ1647;SPC AR S     -   578,540.      391,480.      MT  (+/- 180 meters Scaled)
 EJ1647
 EJ1647                          SUPERSEDED SURVEY CONTROL
 EJ1647
 EJ1647.No superseded survey control is available for this station.
 EJ1647
 EJ1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT835931(NAD 83)
 EJ1647_MARKER: I = METAL ROD
 EJ1647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1647_SP_SET: STAINLESS STEEL ROD
 EJ1647_STAMPING: L 288 1984
 EJ1647_MARK LOGO: NGS   
 EJ1647_PROJECTION: FLUSH
 EJ1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1647_ROD/PIPE-DEPTH: 11.5 meters
 EJ1647
 EJ1647  HISTORY     - Date     Condition        Report By
 EJ1647  HISTORY     - 1984     MONUMENTED       NGS
 EJ1647  HISTORY     - 1988     GOOD             USPSQD
 EJ1647  HISTORY     - 1989     GOOD             USPSQD
 EJ1647  HISTORY     - 1990     GOOD             USPSQD
 EJ1647
 EJ1647                          STATION DESCRIPTION
 EJ1647
 EJ1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1647'12.1 KM (7.55 MI) NW FROM PINE BLUFF.
 EJ1647'0.2 KM (0.1 MI) SOUTH ALONG STATE STREET FROM THE OLD UNION STATION
 EJ1647'(NOW UNION STATION RESTAURANT), THENCE 4.0 KM (2.5 MI) WEST ALONG
 EJ1647'U.S. HIGHWAY 65 (BUSINESS), THENCE 7.9 KM (4.95 MI) NORTHWEST ALONG
 EJ1647'U.S. HIGHWAY 65 (BUSINESS) AND STATE HIGHWAY 365, AT ANDERSON STREET
 EJ1647'LEADING WEST TO THE WHITE HALL WATER TOWER, 12.49 METERS (41.0 FT)
 EJ1647'WEST-SOUTHWEST OF THE CENTER LINE OF HIGHWAY 365, 5.63 METERS
 EJ1647'(18.5 FT) NORTH OF THE CENTER LINE OF ANDERSON STREET, 7.13 METERS
 EJ1647'(23.4 FT) EAST OF A POWER LINE POLE, 3.41 METERS (11.2 FT) EAST OF A
 EJ1647'GUY CABLE ANCHOR WITH TWO CABLES, AND 0.62 METERS (2.2 FT)
 EJ1647'NORTH-NORTHWEST OF A POWER LINE POLE.  NOTE, DRIVING RATE EXCEEDED,
 EJ1647'ROD ANCHORED.
 EJ1647'THE MARK IS 0.73 METERS  NNW FROM A WITNESS POST.
 EJ1647'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 EJ1647
 EJ1647                          STATION RECOVERY (1988)
 EJ1647
 EJ1647'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1647'RECOVERED IN GOOD CONDITION.
 EJ1647
 EJ1647                          STATION RECOVERY (1989)
 EJ1647
 EJ1647'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1647'RECOVERED IN GOOD CONDITION.
 EJ1647
 EJ1647                          STATION RECOVERY (1990)
 EJ1647
 EJ1647'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2593 ***********************************************************************
 EH2593  DESIGNATION -  L 289
 EH2593  PID         -  EH2593
 EH2593  STATE/COUNTY-  AR/LINCOLN
 EH2593  USGS QUAD   -  GRADY (1975)
 EH2593
 EH2593                         *CURRENT SURVEY CONTROL
 EH2593  ___________________________________________________________________
 EH2593* NAD 83(1986)-  34 04 46.     (N)    091 41 59.     (W)     SCALED    
 EH2593* NAVD 88     -        56.408  (meters)     185.07   (feet)  ADJUSTED  
 EH2593  ___________________________________________________________________
 EH2593  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH2593  DYNAMIC HT  -          56.353 (meters)     184.88  (feet)  COMP
 EH2593  MODELED GRAV-     979,657.3   (mgal)                       NAVD 88
 EH2593
 EH2593  VERT ORDER  -  FIRST     CLASS II
 EH2593
 EH2593.The horizontal coordinates were scaled from a topographic map and have
 EH2593.an estimated accuracy of +/- 6 seconds.
 EH2593
 EH2593.The orthometric height was determined by differential leveling
 EH2593.and adjusted by the National Geodetic Survey in June 1991..
 EH2593
 EH2593.The geoid height was determined by GEOID03.
 EH2593
 EH2593.The dynamic height is computed by dividing the NAVD 88
 EH2593.geopotential number by the normal gravity value computed on the
 EH2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2593.degrees latitude (g = 980.6199 gals.).
 EH2593
 EH2593.The modeled gravity was interpolated from observed gravity values.
 EH2593
 EH2593;                    North         East    Units  Estimated Accuracy
 EH2593;SPC AR S     -   556,740.      427,710.      MT  (+/- 180 meters Scaled)
 EH2593
 EH2593                          SUPERSEDED SURVEY CONTROL
 EH2593
 EH2593.No superseded survey control is available for this station.
 EH2593
 EH2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT199717(NAD 83)
 EH2593_MARKER: I = METAL ROD
 EH2593_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH2593_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH2593_STAMPING: L 289 1984
 EH2593_MARK LOGO: NGS   
 EH2593_PROJECTION: FLUSH
 EH2593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH2593+STABILITY: POSITION/ELEVATION WELL
 EH2593_ROD/PIPE-DEPTH: 30.5 meters
 EH2593_SLEEVE-DEPTH  : 6.1 meters
 EH2593
 EH2593  HISTORY     - Date     Condition        Report By
 EH2593  HISTORY     - 1984     MONUMENTED       NGS
 EH2593  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EH2593  HISTORY     - 1989     GOOD             USPSQD
 EH2593  HISTORY     - 1990     GOOD             USPSQD
 EH2593
 EH2593                          STATION DESCRIPTION
 EH2593
 EH2593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2593'IN GRADY.
 EH2593'IN GRADY, NEAR THE NORTH ENTRANCE TO THE FIRST STATE BANK, WHICH IS
 EH2593'LOCATED ABOUT 45.7 METERS (150.0 FT) SOUTHWEST OF THE POST OFFICE, AT
 EH2593'THE NORTH ENTRANCE TO THE BANK AND NEAR THE FLAGPOLE, 4.38 METERS
 EH2593'(14.1 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE BANK, 1.65 METERS
 EH2593'(5.4 FT) EAST OF THE SOUTHEAST CORNER OF A FLAGPOLE FOUNDATION,
 EH2593'1.07 METERS (3.5 FT) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF A SIDEWALK,
 EH2593'7.62 METERS (25.0 FT) EAST OF THE APPROXIMATE CENTER OF THE NORTH
 EH2593'ENTRANCE WALKWAY TO THE BANK, AND 17.83 METERS (58.5 FT)
 EH2593'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE BANK.
 EH2593'THE MARK IS 0.15 M ABOVE PARKING LOT AREA.
 EH2593
 EH2593                          STATION RECOVERY (1988)
 EH2593
 EH2593'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK)
 EH2593'MARK NOT FOUND.
 EH2593
 EH2593                          STATION RECOVERY (1989)
 EH2593
 EH2593'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2593'RECOVERED IN GOOD CONDITION.
 EH2593
 EH2593                          STATION RECOVERY (1990)
 EH2593
 EH2593'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1190 ***********************************************************************
 FG1190  DESIGNATION -  L 29
 FG1190  PID         -  FG1190
 FG1190  STATE/COUNTY-  AR/FRANKLIN
 FG1190  USGS QUAD   -  CECIL (1993)
 FG1190
 FG1190                         *CURRENT SURVEY CONTROL
 FG1190  ___________________________________________________________________
 FG1190* NAD 83(1986)-  35 28 24.     (N)    093 56 22.     (W)     SCALED    
 FG1190* NAVD 88     -       116.819  (meters)     383.26   (feet)  ADJUSTED  
 FG1190  ___________________________________________________________________
 FG1190  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FG1190  DYNAMIC HT  -         116.710 (meters)     382.91  (feet)  COMP
 FG1190  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FG1190
 FG1190  VERT ORDER  -  FIRST     CLASS II
 FG1190
 FG1190.The horizontal coordinates were scaled from a topographic map and have
 FG1190.an estimated accuracy of +/- 6 seconds.
 FG1190
 FG1190.The orthometric height was determined by differential leveling
 FG1190.and adjusted by the National Geodetic Survey in June 1991..
 FG1190
 FG1190.The geoid height was determined by GEOID03.
 FG1190
 FG1190.The dynamic height is computed by dividing the NAVD 88
 FG1190.geopotential number by the normal gravity value computed on the
 FG1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1190.degrees latitude (g = 980.6199 gals.).
 FG1190
 FG1190.The modeled gravity was interpolated from observed gravity values.
 FG1190
 FG1190;                    North         East    Units  Estimated Accuracy
 FG1190;SPC AR N     -   128,210.      224,000.      MT  (+/- 180 meters Scaled)
 FG1190
 FG1190                          SUPERSEDED SURVEY CONTROL
 FG1190
 FG1190  NGVD 29 (??/??/92)  116.762  (m)          383.08   (f) ADJ UNCH    1 2
 FG1190
 FG1190.Superseded values are not recommended for survey control.
 FG1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1190.See file dsdata.txt to determine how the superseded data were derived.
 FG1190
 FG1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV147259(NAD 83)
 FG1190_MARKER: DB = BENCH MARK DISK
 FG1190_SETTING: 0 = UNSPECIFIED SETTING
 FG1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1190
 FG1190  HISTORY     - Date     Condition        Report By
 FG1190  HISTORY     - UNK      MONUMENTED       CGS
 FG1190  HISTORY     - 1932     GOOD             NGS
 FG1190  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1190
 FG1190                          STATION DESCRIPTION
 FG1190
 FG1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1190'2.1 MI E FROM WHITE OAK.
 FG1190'ON THE M.P.R.R., MILE POLE NO 472/ 32 1/4 POLES, 6 RAIL LENGTHS W. OF
 FG1190'BRIDGE NO 356, 25 FEET N. OF THE RAILROAD, 20 FEET E. OF A GRADE
 FG1190'CROSSING.  NOTE-- THE TOWN OF WHITE OAK HAS BEEN ABANDONED.
 FG1190
 FG1190                          STATION RECOVERY (1963)
 FG1190
 FG1190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1668 ***********************************************************************
 EJ1668  DESIGNATION -  L 290
 EJ1668  PID         -  EJ1668
 EJ1668  STATE/COUNTY-  AR/PULASKI
 EJ1668  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1668
 EJ1668                         *CURRENT SURVEY CONTROL
 EJ1668  ___________________________________________________________________
 EJ1668* NAD 83(1986)-  34 51 20.     (N)    092 21 04.     (W)     SCALED    
 EJ1668* NAVD 88     -        91.822  (meters)     301.25   (feet)  ADJUSTED  
 EJ1668  ___________________________________________________________________
 EJ1668  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EJ1668  DYNAMIC HT  -          91.737 (meters)     300.97  (feet)  COMP
 EJ1668  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 EJ1668
 EJ1668  VERT ORDER  -  FIRST     CLASS II
 EJ1668
 EJ1668.The horizontal coordinates were scaled from a topographic map and have
 EJ1668.an estimated accuracy of +/- 6 seconds.
 EJ1668
 EJ1668.The orthometric height was determined by differential leveling
 EJ1668.and adjusted by the National Geodetic Survey in June 1991..
 EJ1668
 EJ1668.The geoid height was determined by GEOID03.
 EJ1668
 EJ1668.The dynamic height is computed by dividing the NAVD 88
 EJ1668.geopotential number by the normal gravity value computed on the
 EJ1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1668.degrees latitude (g = 980.6199 gals.).
 EJ1668
 EJ1668.The modeled gravity was interpolated from observed gravity values.
 EJ1668
 EJ1668;                    North         East    Units  Estimated Accuracy
 EJ1668;SPC AR S     -   642,840.      367,890.      MT  (+/- 180 meters Scaled)
 EJ1668
 EJ1668                          SUPERSEDED SURVEY CONTROL
 EJ1668
 EJ1668  NGVD 29 (06/07/95)   91.887  (m)          301.47   (f) ADJUSTED    1 2
 EJ1668
 EJ1668.Superseded values are not recommended for survey control.
 EJ1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1668.See file dsdata.txt to determine how the superseded data were derived.
 EJ1668
 EJ1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU593572(NAD 83)
 EJ1668_MARKER: DB = BENCH MARK DISK
 EJ1668_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ1668_SP_SET: CONCRETE PIER
 EJ1668_STAMPING: L 290 1984
 EJ1668_MARK LOGO: NGS   
 EJ1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1668
 EJ1668  HISTORY     - Date     Condition        Report By
 EJ1668  HISTORY     - 1984     MONUMENTED       NGS
 EJ1668  HISTORY     - 1987     GOOD             USPSQD
 EJ1668  HISTORY     - 1988     GOOD             USPSQD
 EJ1668  HISTORY     - 1989     GOOD             USPSQD
 EJ1668  HISTORY     - 1989     GOOD             USPSQD
 EJ1668  HISTORY     - 1990     GOOD             USPSQD
 EJ1668
 EJ1668                          STATION DESCRIPTION
 EJ1668
 EJ1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1668'10.9 KM (6.8 MI) NW FROM NORTH LITTLE ROCK.
 EJ1668'9.6 KM (6.0 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE INTERSTATE
 EJ1668'40 OVERPASS, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG MARCHE ROAD TO THE
 EJ1668'OVERPASS OF INTERSTATE 40 AND THE MARK SET VERTICALLY IN THE NORTHEAST
 EJ1668'FACE OF THE SOUTH PIER OF THE ONLY TWO PIERS SOUTHWEST OF MARCHE ROAD,
 EJ1668'THE PIER OF THE SOUTHEAST BOUND OVERPASS OF THE INTERSTATE,
 EJ1668'5.46 METERS (17.9 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF MARCHE
 EJ1668'ROAD, AND 0.27 METERS (0.9 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 EJ1668'PIER.
 EJ1668'THE MARK IS 1.62 M ABOVE ROAD.
 EJ1668
 EJ1668                          STATION RECOVERY (1987)
 EJ1668
 EJ1668'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ1668'RECOVERED IN GOOD CONDITION.
 EJ1668
 EJ1668                          STATION RECOVERY (1988)
 EJ1668
 EJ1668'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1668'RECOVERED IN GOOD CONDITION.
 EJ1668
 EJ1668                          STATION RECOVERY (1989)
 EJ1668
 EJ1668'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ1668'RECOVERED IN GOOD CONDITION.
 EJ1668
 EJ1668                          STATION RECOVERY (1989)
 EJ1668
 EJ1668'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1668'RECOVERED IN GOOD CONDITION.
 EJ1668
 EJ1668                          STATION RECOVERY (1990)
 EJ1668
 EJ1668'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ1668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1548 ***********************************************************************
 FG1548  DESIGNATION -  L 291
 FG1548  PID         -  FG1548
 FG1548  STATE/COUNTY-  AR/CONWAY
 FG1548  USGS QUAD   -  MENIFEE (1991)
 FG1548
 FG1548                         *CURRENT SURVEY CONTROL
 FG1548  ___________________________________________________________________
 FG1548* NAD 83(1986)-  35 08 26.     (N)    092 32 13.     (W)     SCALED    
 FG1548* NAVD 88     -        92.450  (meters)     303.31   (feet)  ADJUSTED  
 FG1548  ___________________________________________________________________
 FG1548  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG1548  DYNAMIC HT  -          92.364 (meters)     303.03  (feet)  COMP
 FG1548  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 FG1548
 FG1548  VERT ORDER  -  FIRST     CLASS II
 FG1548
 FG1548.The horizontal coordinates were scaled from a topographic map and have
 FG1548.an estimated accuracy of +/- 6 seconds.
 FG1548
 FG1548.The orthometric height was determined by differential leveling
 FG1548.and adjusted by the National Geodetic Survey in June 1991..
 FG1548
 FG1548.The geoid height was determined by GEOID03.
 FG1548
 FG1548.The dynamic height is computed by dividing the NAVD 88
 FG1548.geopotential number by the normal gravity value computed on the
 FG1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1548.degrees latitude (g = 980.6199 gals.).
 FG1548
 FG1548.The modeled gravity was interpolated from observed gravity values.
 FG1548
 FG1548;                    North         East    Units  Estimated Accuracy
 FG1548;SPC AR N     -    89,690.      351,070.      MT  (+/- 180 meters Scaled)
 FG1548
 FG1548                          SUPERSEDED SURVEY CONTROL
 FG1548
 FG1548  NGVD 29 (06/07/95)   92.487  (m)          303.43   (f) ADJUSTED    1 2
 FG1548
 FG1548.Superseded values are not recommended for survey control.
 FG1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1548.See file dsdata.txt to determine how the superseded data were derived.
 FG1548
 FG1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU421887(NAD 83)
 FG1548_MARKER: I = METAL ROD
 FG1548_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1548+WITH SETTING: INFORMATION.
 FG1548_SP_SET: SHALLOW SET METAL ROD
 FG1548_STAMPING: L 291 1984
 FG1548_MARK LOGO: NGS   
 FG1548_PROJECTION: RECESSED 2 CENTIMETERS
 FG1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1548_ROD/PIPE-DEPTH: 1.83 meters
 FG1548
 FG1548  HISTORY     - Date     Condition        Report By
 FG1548  HISTORY     - 1984     MONUMENTED       NGS
 FG1548  HISTORY     - 1988     GOOD             USPSQD
 FG1548  HISTORY     - 1989     GOOD             USPSQD
 FG1548  HISTORY     - 1989     GOOD             USPSQD
 FG1548  HISTORY     - 19970319 GOOD             USPSQD
 FG1548
 FG1548                          STATION DESCRIPTION
 FG1548
 FG1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1548'1.8 KM (1.1 MI) SE FROM MENIFEE.
 FG1548'1.8 KM (1.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FG1548'IN MENIFEE TO THE MARK ON THE LEFT, 36.91 METERS (121.1 FT) NORTHEAST
 FG1548'OF THE CENTERLINE OF THE HIGHWAY 64, 33.86 METERS (111.1 FT)
 FG1548'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A ONE LEVEL WOODEN HOUSE,
 FG1548'14.20 METERS (46.6 FT) WEST OF THE CENTER OF AN ACCESS ROAD TO A
 FG1548'FIELD, 10.46 METERS (34.3 FT) EAST-SOUTHEAST OF THE CENTER OF A LARGE
 FG1548'TREE, AND 0.43 METERS (1.4 FT) WEST-SOUTHWEST OF A BARBWIRE FENCE.
 FG1548'NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FG1548'THE MARK IS 0.61 METERS  ESE FROM A WITNESS POST.
 FG1548'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1548
 FG1548                          STATION RECOVERY (1988)
 FG1548
 FG1548'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1548'RECOVERED IN GOOD CONDITION.
 FG1548
 FG1548                          STATION RECOVERY (1989)
 FG1548
 FG1548'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1548'RECOVERED IN GOOD CONDITION.
 FG1548
 FG1548                          STATION RECOVERY (1989)
 FG1548
 FG1548'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1548'RECOVERED IN GOOD CONDITION.
 FG1548
 FG1548                          STATION RECOVERY (1997)
 FG1548
 FG1548'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1734 ***********************************************************************
 DK1734  DESIGNATION -  L 292
 DK1734  PID         -  DK1734
 DK1734  STATE/COUNTY-  AR/DESHA
 DK1734  USGS QUAD   -  DUMAS (1969)
 DK1734
 DK1734                         *CURRENT SURVEY CONTROL
 DK1734  ___________________________________________________________________
 DK1734* NAD 83(1986)-  33 53 57.     (N)    091 29 20.     (W)     SCALED    
 DK1734* NAVD 88     -        48.959  (meters)     160.63   (feet)  ADJUSTED  
 DK1734  ___________________________________________________________________
 DK1734  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK1734  DYNAMIC HT  -          48.909 (meters)     160.46  (feet)  COMP
 DK1734  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 DK1734
 DK1734  VERT ORDER  -  FIRST     CLASS II
 DK1734
 DK1734.The horizontal coordinates were scaled from a topographic map and have
 DK1734.an estimated accuracy of +/- 6 seconds.
 DK1734
 DK1734.The orthometric height was determined by differential leveling
 DK1734.and adjusted by the National Geodetic Survey in June 1991..
 DK1734
 DK1734.The geoid height was determined by GEOID03.
 DK1734
 DK1734.The dynamic height is computed by dividing the NAVD 88
 DK1734.geopotential number by the normal gravity value computed on the
 DK1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1734.degrees latitude (g = 980.6199 gals.).
 DK1734
 DK1734.The modeled gravity was interpolated from observed gravity values.
 DK1734
 DK1734;                    North         East    Units  Estimated Accuracy
 DK1734;SPC AR S     -   536,820.      447,270.      MT  (+/- 180 meters Scaled)
 DK1734
 DK1734                          SUPERSEDED SURVEY CONTROL
 DK1734
 DK1734.No superseded survey control is available for this station.
 DK1734
 DK1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT397520(NAD 83)
 DK1734_MARKER: I = METAL ROD
 DK1734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK1734_SP_SET: STAINLESS STEEL ROD
 DK1734_STAMPING: L 292 1984
 DK1734_MARK LOGO: NGS   
 DK1734_PROJECTION: FLUSH
 DK1734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1734+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 DK1734_ROD/PIPE-DEPTH: 25.6 meters
 DK1734
 DK1734  HISTORY     - Date     Condition        Report By
 DK1734  HISTORY     - 1984     MONUMENTED       NGS
 DK1734  HISTORY     - 1988     GOOD             USPSQD
 DK1734  HISTORY     - 1989     GOOD             USPSQD
 DK1734  HISTORY     - 1990     GOOD             USPSQD
 DK1734  HISTORY     - 20040113 GOOD             USACE
 DK1734
 DK1734                          STATION DESCRIPTION
 DK1734
 DK1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1734'2.2 KM (1.4 MI) NW FROM DUMAS.
 DK1734'0.3 KM (0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN
 DK1734'DUMAS, THENCE 1.9 KM (1.2 MI) NORTH ALONG U.S. HIGHWAY 65, THENCE
 DK1734'0.1 KM (0.05 MI) EAST ALONG THE NORTHERN ONE OF TWO DRIVEWAYS LEADING
 DK1734'TO THE MCKENNON IMPLEMENT COMPANY INCORPORATED OFFICE (JOHN DEERE), AT
 DK1734'THE NORTHWEST CORNER OF THE OFFICE, 70.10 METERS (230.0 FT)
 DK1734'EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.61 METERS
 DK1734'(21.7 FT) SOUTH OF THE SOUTH CURB OF A CONCRETE PARKING AREA,
 DK1734'1.52 METERS (5.0 FT) NORTHWEST OF A TWO-PLUG ELECTRICAL OUTLET ON THE
 DK1734'WEST WOOD FACE OF THE OFFICE BUILDING, AND 0.48 METERS (1.6 FT) WEST
 DK1734'OF THE WEST FACE OF THE BRICK PIER PROJECTING 0.49 METERS (1.6 FT)
 DK1734'FROM THE WEST FACE OF THE BUILDING.  NOTE, ROD ANCHORED AT THIS DEPTH.
 DK1734'THE MARK IS 0.2 M ABOVE PARKING AREA.
 DK1734
 DK1734                          STATION RECOVERY (1988)
 DK1734
 DK1734'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1734'RECOVERED IN GOOD CONDITION.
 DK1734
 DK1734                          STATION RECOVERY (1989)
 DK1734
 DK1734'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1734'RECOVERED IN GOOD CONDITION.
 DK1734
 DK1734                          STATION RECOVERY (1990)
 DK1734
 DK1734'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1734'RECOVERED IN GOOD CONDITION.
 DK1734
 DK1734                          STATION RECOVERY (2004)
 DK1734
 DK1734'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK1734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1573 ***********************************************************************
 FG1573  DESIGNATION -  L 293
 FG1573  PID         -  FG1573
 FG1573  STATE/COUNTY-  AR/POPE
 FG1573  USGS QUAD   -  ATKINS (1989)
 FG1573
 FG1573                         *CURRENT SURVEY CONTROL
 FG1573  ___________________________________________________________________
 FG1573* NAD 83(1986)-  35 14 35.     (N)    092 58 17.     (W)     SCALED    
 FG1573* NAVD 88     -       134.016  (meters)     439.68   (feet)  ADJUSTED  
 FG1573  ___________________________________________________________________
 FG1573  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FG1573  DYNAMIC HT  -         133.889 (meters)     439.27  (feet)  COMP
 FG1573  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FG1573
 FG1573  VERT ORDER  -  FIRST     CLASS II
 FG1573
 FG1573.The horizontal coordinates were scaled from a topographic map and have
 FG1573.an estimated accuracy of +/- 6 seconds.
 FG1573
 FG1573.The orthometric height was determined by differential leveling
 FG1573.and adjusted by the National Geodetic Survey in June 1991..
 FG1573
 FG1573.The geoid height was determined by GEOID03.
 FG1573
 FG1573.The dynamic height is computed by dividing the NAVD 88
 FG1573.geopotential number by the normal gravity value computed on the
 FG1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1573.degrees latitude (g = 980.6199 gals.).
 FG1573
 FG1573.The modeled gravity was interpolated from observed gravity values.
 FG1573
 FG1573;                    North         East    Units  Estimated Accuracy
 FG1573;SPC AR N     -   101,360.      311,590.      MT  (+/- 180 meters Scaled)
 FG1573
 FG1573                          SUPERSEDED SURVEY CONTROL
 FG1573
 FG1573.No superseded survey control is available for this station.
 FG1573
 FG1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU026999(NAD 83)
 FG1573_MARKER: I = METAL ROD
 FG1573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1573_SP_SET: STAINLESS STEEL ROD
 FG1573_STAMPING: L 293 1984
 FG1573_MARK LOGO: NGS   
 FG1573_PROJECTION: FLUSH
 FG1573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1573_ROD/PIPE-DEPTH: 3.05 meters
 FG1573
 FG1573  HISTORY     - Date     Condition        Report By
 FG1573  HISTORY     - 1984     MONUMENTED       NGS
 FG1573  HISTORY     - 1987     GOOD             USPSQD
 FG1573  HISTORY     - 1987     GOOD             USPSQD
 FG1573  HISTORY     - 1989     GOOD             USPSQD
 FG1573  HISTORY     - 1989     GOOD             USPSQD
 FG1573
 FG1573                          STATION DESCRIPTION
 FG1573
 FG1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1573'3.5 KM (2.15 MI) WEST FROM ATKINS.
 FG1573'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1573'THENCE 3.3 KM (2.05 MI) WEST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE
 FG1573'LEFT, 11.86 METERS (38.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FG1573'29.02 METERS (95.2 FT) WEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY
 FG1573'TO A TWO STORY WOODEN HOUSE, 1.22 METERS (4.0 FT) WEST OF THE CONCRETE
 FG1573'RIGHT-OF-WAY MARKER, 1.10 METERS (3.6 FT) WEST OF THE CORNER POST
 FG1573'(RAILROAD TIE) OF A BARBED WIRE FENCE, AND 0.43 METERS (1.4 FT) NORTH
 FG1573'OF THE BARBED WIRE FENCE.  NOTE, ROD IS DRIVEN TO REFUSAL.
 FG1573'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FG1573'THE MARK IS 0.30 M BELOW HIGHWAY.
 FG1573
 FG1573                          STATION RECOVERY (1987)
 FG1573
 FG1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1573'RECOVERED IN GOOD CONDITION.
 FG1573
 FG1573                          STATION RECOVERY (1987)
 FG1573
 FG1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1573'RECOVERED IN GOOD CONDITION.
 FG1573
 FG1573                          STATION RECOVERY (1989)
 FG1573
 FG1573'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1573'RECOVERED IN GOOD CONDITION.
 FG1573
 FG1573                          STATION RECOVERY (1989)
 FG1573
 FG1573'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1610 ***********************************************************************
 FG1610  DESIGNATION -  L 294
 FG1610  PID         -  FG1610
 FG1610  STATE/COUNTY-  AR/JOHNSON
 FG1610  USGS QUAD   -  CLARKSVILLE (1993)
 FG1610
 FG1610                         *CURRENT SURVEY CONTROL
 FG1610  ___________________________________________________________________
 FG1610* NAD 83(1986)-  35 24 32.     (N)    093 22 56.     (W)     SCALED    
 FG1610* NAVD 88     -       112.847  (meters)     370.23   (feet)  ADJUSTED  
 FG1610  ___________________________________________________________________
 FG1610  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1610  DYNAMIC HT  -         112.742 (meters)     369.89  (feet)  COMP
 FG1610  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FG1610
 FG1610  VERT ORDER  -  FIRST     CLASS II
 FG1610
 FG1610.The horizontal coordinates were scaled from a topographic map and have
 FG1610.an estimated accuracy of +/- 6 seconds.
 FG1610
 FG1610.The orthometric height was determined by differential leveling
 FG1610.and adjusted by the National Geodetic Survey in June 1991..
 FG1610
 FG1610.The geoid height was determined by GEOID03.
 FG1610
 FG1610.The dynamic height is computed by dividing the NAVD 88
 FG1610.geopotential number by the normal gravity value computed on the
 FG1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1610.degrees latitude (g = 980.6199 gals.).
 FG1610
 FG1610.The modeled gravity was interpolated from observed gravity values.
 FG1610
 FG1610;                    North         East    Units  Estimated Accuracy
 FG1610;SPC AR N     -   120,210.      274,460.      MT  (+/- 180 meters Scaled)
 FG1610
 FG1610                          SUPERSEDED SURVEY CONTROL
 FG1610
 FG1610.No superseded survey control is available for this station.
 FG1610
 FG1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV652184(NAD 83)
 FG1610_MARKER: DB = BENCH MARK DISK
 FG1610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1610_SP_SET: HEADWALL
 FG1610_STAMPING: L 294 1984
 FG1610_MARK LOGO: NGS   
 FG1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1610
 FG1610  HISTORY     - Date     Condition        Report By
 FG1610  HISTORY     - 1984     MONUMENTED       NGS
 FG1610  HISTORY     - 1987     GOOD             USPSQD
 FG1610  HISTORY     - 1988     GOOD             USPSQD
 FG1610  HISTORY     - 1989     GOOD             USPSQD
 FG1610  HISTORY     - 1990     GOOD             USPSQD
 FG1610
 FG1610                          STATION DESCRIPTION
 FG1610
 FG1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1610'3.6 KM (2.25 MI) NW FROM KNOXVILLE.
 FG1610'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 315 FROM THE POST OFFICE IN
 FG1610'KNOXVILLE, THENCE 3.5 KM (2.2 MI) NORTHWEST ALONG U.S. HIHGWAY 64 AT A
 FG1610'10 FOOT BY 24 FOOT CULVERT UNDER HIGHWAY 64 IS A DISK SET IN THE
 FG1610'SOUTHEAST END OF THE NORTHEAST HEAD WALL, 10.05 METERS (33.0 FT)
 FG1610'EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 64, AND 0.30 METERS
 FG1610'(1.0 FT) NORHTWEST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL.
 FG1610'NOTE, THE CULVERT IS SETTING ON BEDROCK.
 FG1610'THE MARK IS 0.6 M BELOW CENTER OF HIGHWAY 64.
 FG1610
 FG1610                          STATION RECOVERY (1987)
 FG1610
 FG1610'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1610'RECOVERED IN GOOD CONDITION.
 FG1610
 FG1610                          STATION RECOVERY (1988)
 FG1610
 FG1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWT)
 FG1610'RECOVERED IN GOOD CONDITION.
 FG1610
 FG1610                          STATION RECOVERY (1989)
 FG1610
 FG1610'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1610'RECOVERED IN GOOD CONDITION.
 FG1610
 FG1610                          STATION RECOVERY (1990)
 FG1610
 FG1610'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0769 ***********************************************************************
 FH0769  DESIGNATION -  L 295
 FH0769  PID         -  FH0769
 FH0769  STATE/COUNTY-  AR/FRANKLIN
 FH0769  USGS QUAD   -  MULBERRY (1987)
 FH0769
 FH0769                         *CURRENT SURVEY CONTROL
 FH0769  ___________________________________________________________________
 FH0769* NAD 83(1986)-  35 26 26.     (N)    094 01 53.     (W)     SCALED    
 FH0769* NAVD 88     -       247.250  (meters)     811.19   (feet)  ADJUSTED  
 FH0769  ___________________________________________________________________
 FH0769  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 FH0769  DYNAMIC HT  -         247.021 (meters)     810.43  (feet)  COMP
 FH0769  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 FH0769
 FH0769  VERT ORDER  -  FIRST     CLASS II
 FH0769
 FH0769.The horizontal coordinates were scaled from a topographic map and have
 FH0769.an estimated accuracy of +/- 6 seconds.
 FH0769
 FH0769.The orthometric height was determined by differential leveling
 FH0769.and adjusted by the National Geodetic Survey in June 1991..
 FH0769
 FH0769.The geoid height was determined by GEOID03.
 FH0769
 FH0769.The dynamic height is computed by dividing the NAVD 88
 FH0769.geopotential number by the normal gravity value computed on the
 FH0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0769.degrees latitude (g = 980.6199 gals.).
 FH0769
 FH0769.The modeled gravity was interpolated from observed gravity values.
 FH0769
 FH0769;                    North         East    Units  Estimated Accuracy
 FH0769;SPC AR N     -   124,740.      215,580.      MT  (+/- 180 meters Scaled)
 FH0769
 FH0769                          SUPERSEDED SURVEY CONTROL
 FH0769
 FH0769.No superseded survey control is available for this station.
 FH0769
 FH0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV063223(NAD 83)
 FH0769_MARKER: DB = BENCH MARK DISK
 FH0769_SETTING: 66 = SET IN ROCK OUTCROP
 FH0769_SP_SET: ROCK OUTCROP
 FH0769_STAMPING: L 295 1984
 FH0769_MARK LOGO: NGS   
 FH0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0769+STABILITY: POSITION/ELEVATION WELL
 FH0769
 FH0769  HISTORY     - Date     Condition        Report By
 FH0769  HISTORY     - 1984     MONUMENTED       NGS
 FH0769  HISTORY     - 1987     GOOD             USPSQD
 FH0769  HISTORY     - 1988     GOOD             USPSQD
 FH0769  HISTORY     - 1989     GOOD             USPSQD
 FH0769  HISTORY     - 1990     GOOD             USPSQD
 FH0769
 FH0769                          STATION DESCRIPTION
 FH0769
 FH0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0769'9.3 KM (5.8 MI) WEST FROM CECIL.
 FH0769'9.30 KM (5.8 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0769'CECIL TO THE MARK ON THE LEFT, A DISK SET IN AN OUTCROP OF BEDROCK,
 FH0769'9.3 METERS (30.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 96,
 FH0769'91.44 METERS (300.0 FT) SOUTHWEST OF A MICROWAVE TOWER, AND
 FH0769'3.81 METERS (12.5 FT) NORHT OF A FENCE.
 FH0769'THE MARK IS 0.61 METERS  NNW FROM A WITNESS POST.
 FH0769'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FH0769
 FH0769                          STATION RECOVERY (1987)
 FH0769
 FH0769'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0769'RECOVERED IN GOOD CONDITION.
 FH0769
 FH0769                          STATION RECOVERY (1988)
 FH0769
 FH0769'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0769'RECOVERED IN GOOD CONDITION.
 FH0769
 FH0769                          STATION RECOVERY (1989)
 FH0769
 FH0769'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0769'RECOVERED IN GOOD CONDITION.
 FH0769
 FH0769                          STATION RECOVERY (1990)
 FH0769
 FH0769'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1639 ***********************************************************************
 FG1639  DESIGNATION -  L 296
 FG1639  PID         -  FG1639
 FG1639  STATE/COUNTY-  AR/FRANKLIN
 FG1639  USGS QUAD   -  OZARK (1993)
 FG1639
 FG1639                         *CURRENT SURVEY CONTROL
 FG1639  ___________________________________________________________________
 FG1639* NAD 83(1986)-  35 28 35.     (N)    093 47 16.     (W)     SCALED    
 FG1639* NAVD 88     -       169.034  (meters)     554.57   (feet)  ADJUSTED  
 FG1639  ___________________________________________________________________
 FG1639  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FG1639  DYNAMIC HT  -         168.878 (meters)     554.06  (feet)  COMP
 FG1639  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 FG1639
 FG1639  VERT ORDER  -  FIRST     CLASS II
 FG1639
 FG1639.The horizontal coordinates were scaled from a topographic map and have
 FG1639.an estimated accuracy of +/- 6 seconds.
 FG1639
 FG1639.The orthometric height was determined by differential leveling
 FG1639.and adjusted by the National Geodetic Survey in June 1991..
 FG1639
 FG1639.The geoid height was determined by GEOID03.
 FG1639
 FG1639.The dynamic height is computed by dividing the NAVD 88
 FG1639.geopotential number by the normal gravity value computed on the
 FG1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1639.degrees latitude (g = 980.6199 gals.).
 FG1639
 FG1639.The modeled gravity was interpolated from observed gravity values.
 FG1639
 FG1639;                    North         East    Units  Estimated Accuracy
 FG1639;SPC AR N     -   128,290.      237,770.      MT  (+/- 180 meters Scaled)
 FG1639
 FG1639                          SUPERSEDED SURVEY CONTROL
 FG1639
 FG1639.No superseded survey control is available for this station.
 FG1639
 FG1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV285261(NAD 83)
 FG1639_MARKER: I = METAL ROD
 FG1639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1639+WITH SETTING: INFORMATION.
 FG1639_SP_SET: SHALLOW SET METAL ROD
 FG1639_STAMPING: L 296 1984
 FG1639_MARK LOGO: NGS   
 FG1639_PROJECTION: RECESSED 5 CENTIMETERS
 FG1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1639_ROD/PIPE-DEPTH: 2.13 meters
 FG1639
 FG1639  HISTORY     - Date     Condition        Report By
 FG1639  HISTORY     - 1984     MONUMENTED       NGS
 FG1639  HISTORY     - 1987     GOOD             USPSQD
 FG1639  HISTORY     - 1988     GOOD             USPSQD
 FG1639  HISTORY     - 1989     GOOD             USPSQD
 FG1639  HISTORY     - 1989     GOOD             USPSQD
 FG1639
 FG1639                          STATION DESCRIPTION
 FG1639
 FG1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1639'4.3 KM (2.65 MI) NW FROM ALTUS.
 FG1639'4.3 KM (2.65 MI) NORTHWEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 FG1639'STATE HIGHWAY 186 TO THE MARK ON THE RIGHT, 12.77 METERS (41.9 FT)
 FG1639'NORTH OF THE CENTERLINE OF HIGHWAY 64, 11.61 METERS (38.1 FT) SOUTH OF
 FG1639'THE SOUTHEAST CORNER OF A TRAILER HOUSE, 4.97 METERS (16.3 FT) SOUTH
 FG1639'OF THE END POST OF A BOUNDRY FENCE, 1.77 METERS (5.8 FT) WEST OF THE
 FG1639'SOUTH BRACE POST OF THE TOP OF THE HILL TRAILER PARK SIGN, AND
 FG1639'1.04 METERS (3.4 FT) NORTHWEST OF A POWERLINE POLE.  NOTE, ROD DRIVEN
 FG1639'TO REFUSAL.
 FG1639'THE MARK IS 0.91 METERS  NW FROM A WITNESS POST.
 FG1639
 FG1639                          STATION RECOVERY (1987)
 FG1639
 FG1639'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1639'RECOVERED IN GOOD CONDITION.
 FG1639
 FG1639                          STATION RECOVERY (1988)
 FG1639
 FG1639'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1639'RECOVERED IN GOOD CONDITION.
 FG1639
 FG1639                          STATION RECOVERY (1989)
 FG1639
 FG1639'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1639'RECOVERED IN GOOD CONDITION.
 FG1639
 FG1639                          STATION RECOVERY (1989)
 FG1639
 FG1639'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0793 ***********************************************************************
 FH0793  DESIGNATION -  L 297
 FH0793  PID         -  FH0793
 FH0793  STATE/COUNTY-  AR/SEBASTIAN
 FH0793  USGS QUAD   -  BARLING (1987)
 FH0793
 FH0793                         *CURRENT SURVEY CONTROL
 FH0793  ___________________________________________________________________
 FH0793* NAD 83(1986)-  35 18 58.     (N)    094 16 17.     (W)     SCALED    
 FH0793* NAVD 88     -       121.894  (meters)     399.91   (feet)  ADJUSTED  
 FH0793  ___________________________________________________________________
 FH0793  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FH0793  DYNAMIC HT  -         121.778 (meters)     399.53  (feet)  COMP
 FH0793  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FH0793
 FH0793  VERT ORDER  -  FIRST     CLASS II
 FH0793
 FH0793.The horizontal coordinates were scaled from a topographic map and have
 FH0793.an estimated accuracy of +/- 6 seconds.
 FH0793
 FH0793.The orthometric height was determined by differential leveling
 FH0793.and adjusted by the National Geodetic Survey in June 1991..
 FH0793
 FH0793.The geoid height was determined by GEOID03.
 FH0793
 FH0793.The dynamic height is computed by dividing the NAVD 88
 FH0793.geopotential number by the normal gravity value computed on the
 FH0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0793.degrees latitude (g = 980.6199 gals.).
 FH0793
 FH0793.The modeled gravity was interpolated from observed gravity values.
 FH0793
 FH0793;                    North         East    Units  Estimated Accuracy
 FH0793;SPC AR N     -   111,410.      193,480.      MT  (+/- 180 meters Scaled)
 FH0793
 FH0793                          SUPERSEDED SURVEY CONTROL
 FH0793
 FH0793.No superseded survey control is available for this station.
 FH0793
 FH0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV844088(NAD 83)
 FH0793_MARKER: DB = BENCH MARK DISK
 FH0793_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0793_SP_SET: CULVERT HEADWALL
 FH0793_STAMPING: L 297 1984
 FH0793_MARK LOGO: NGS   
 FH0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0793
 FH0793  HISTORY     - Date     Condition        Report By
 FH0793  HISTORY     - 1984     MONUMENTED       NGS
 FH0793  HISTORY     - 1984     GOOD             USPSQD
 FH0793  HISTORY     - 1988     GOOD             USPSQD
 FH0793  HISTORY     - 1989     GOOD             USPSQD
 FH0793  HISTORY     - 1990     GOOD             USPSQD
 FH0793
 FH0793                          STATION DESCRIPTION
 FH0793
 FH0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0793'3.4 KM (2.1 MI) EAST FROM BARLING.
 FH0793'3.4 KM (2.1 MI) EAST ALONG STATE ROUTE 22 FROM THE POST OFFICE IN
 FH0793'BARLING TO A LARGE BOX CULVERT, THE MARK IS ON THE RIGHT IN THE
 FH0793'SOUTHEAST HEADWALL, AND 6.28 METERS (20.6 FT) SOUTH OF THE CENTERLINE
 FH0793'OF HIGHWAY 22.
 FH0793'THE MARK IS 0.03 M BELOW HIGHWAY 22.
 FH0793
 FH0793                          STATION RECOVERY (1984)
 FH0793
 FH0793'RECOVERY NOTE BY US POWER SQUADRON 1984 (TWS)
 FH0793'RECOVERED IN GOOD CONDITION.
 FH0793
 FH0793                          STATION RECOVERY (1988)
 FH0793
 FH0793'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0793'RECOVERED IN GOOD CONDITION.
 FH0793
 FH0793                          STATION RECOVERY (1989)
 FH0793
 FH0793'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0793'RECOVERED IN GOOD CONDITION.
 FH0793
 FH0793                          STATION RECOVERY (1990)
 FH0793
 FH0793'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0816 ***********************************************************************
 FH0816  DESIGNATION -  L 298
 FH0816  PID         -  FH0816
 FH0816  STATE/COUNTY-  AR/SEBASTIAN
 FH0816  USGS QUAD   -  BARLING (1987)
 FH0816
 FH0816                         *CURRENT SURVEY CONTROL
 FH0816  ___________________________________________________________________
 FH0816* NAD 83(1986)-  35 15 19.     (N)    094 21 18.     (W)     SCALED    
 FH0816* NAVD 88     -       151.318  (meters)     496.45   (feet)  ADJUSTED  
 FH0816  ___________________________________________________________________
 FH0816  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FH0816  DYNAMIC HT  -         151.172 (meters)     495.97  (feet)  COMP
 FH0816  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 FH0816
 FH0816  VERT ORDER  -  FIRST     CLASS II
 FH0816
 FH0816.The horizontal coordinates were scaled from a topographic map and have
 FH0816.an estimated accuracy of +/- 6 seconds.
 FH0816
 FH0816.The orthometric height was determined by differential leveling
 FH0816.and adjusted by the National Geodetic Survey in June 1991..
 FH0816
 FH0816.The geoid height was determined by GEOID03.
 FH0816
 FH0816.The dynamic height is computed by dividing the NAVD 88
 FH0816.geopotential number by the normal gravity value computed on the
 FH0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0816.degrees latitude (g = 980.6199 gals.).
 FH0816
 FH0816.The modeled gravity was interpolated from observed gravity values.
 FH0816
 FH0816;                    North         East    Units  Estimated Accuracy
 FH0816;SPC AR N     -   104,840.      185,720.      MT  (+/- 180 meters Scaled)
 FH0816
 FH0816                          SUPERSEDED SURVEY CONTROL
 FH0816
 FH0816.No superseded survey control is available for this station.
 FH0816
 FH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV767021(NAD 83)
 FH0816_MARKER: I = METAL ROD
 FH0816_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0816+WITH SETTING: INFORMATION.
 FH0816_SP_SET: SHALLOW SET METAL ROD
 FH0816_STAMPING: L 298 1985
 FH0816_MARK LOGO: NGS   
 FH0816_PROJECTION: FLUSH
 FH0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0816_ROD/PIPE-DEPTH: 1.5  meters
 FH0816
 FH0816  HISTORY     - Date     Condition        Report By
 FH0816  HISTORY     - 1985     MONUMENTED       NGS
 FH0816  HISTORY     - 1987     GOOD             USPSQD
 FH0816  HISTORY     - 1988     GOOD             USPSQD
 FH0816  HISTORY     - 1989     GOOD             USPSQD
 FH0816  HISTORY     - 1990     GOOD             USPSQD
 FH0816
 FH0816                          STATION DESCRIPTION
 FH0816
 FH0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0816'17.7 KM (10.95 MI) SSE FROM FORT SMITH.
 FH0816'17.7 KM (10.95 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 71 SOUTHBOUND
 FH0816'FROM THE JUNCTION OF U.S. HIGHWAY 64 IN FORT SMITH, AT A DIRT ROAD
 FH0816'LEADING WEST AT AN OZARK GAS COMPANY POWERLINE CROSSING, SET BETWEEN
 FH0816'TWO WITNESS POSTS, 15.3 METERS (60.2 FT) SOUTHWEST OF THE CENTERLINE
 FH0816'OF HIGHWAY 71, 37.2 METERS (122.0 FT) SOUTHEAST OF THE APPROXIMATE
 FH0816'CENTER OF A DIRT ROAD, 9.0 METERS (29.5 FT) SOUTHEAST OF A GAS
 FH0816'PIPELINE CROSSING WARNING SIGN, 0.31 METERS (1.0 FT) NORTHEAST OF A
 FH0816'FENCE LINE, 4.7 METERS (15.5 FT) SOUTHEAST OF THE APPROXIMATE CENTER
 FH0816'OF A BREAK IN THE FENCE LINE AND TRACK FIELD ROAD LEADING WEST TO AN
 FH0816'OPEN FIELD, AND 15.9 METERS (52.0 FT) SOUTHEAST OF A CORNER FENCE
 FH0816'POST.  NOTE, DRIVEN TO REFUSAL AND ANCHORED.
 FH0816'THE MARK IS 0.31 METERS  SE FROM A WITNESS POST.
 FH0816'THE MARK IS 0.15 M ABOVE HIGHWAY 71.
 FH0816
 FH0816                          STATION RECOVERY (1987)
 FH0816
 FH0816'RECOVERY NOTE BY US POWER SQUADRON 1987 (MF)
 FH0816'RECOVERED IN GOOD CONDITION.
 FH0816
 FH0816                          STATION RECOVERY (1988)
 FH0816
 FH0816'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0816'RECOVERED IN GOOD CONDITION.
 FH0816
 FH0816                          STATION RECOVERY (1989)
 FH0816
 FH0816'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0816'RECOVERED IN GOOD CONDITION.
 FH0816
 FH0816                          STATION RECOVERY (1990)
 FH0816
 FH0816'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0673 ***********************************************************************
 EK0673  DESIGNATION -  L 299
 EK0673  PID         -  EK0673
 EK0673  STATE/COUNTY-  AR/SCOTT
 EK0673  USGS QUAD   -  WALDRON (1983)
 EK0673
 EK0673                         *CURRENT SURVEY CONTROL
 EK0673  ___________________________________________________________________
 EK0673* NAD 83(1986)-  34 59 42.     (N)    094 06 09.     (W)     SCALED    
 EK0673* NAVD 88     -       183.677  (meters)     602.61   (feet)  ADJUSTED  
 EK0673  ___________________________________________________________________
 EK0673  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 EK0673  DYNAMIC HT  -         183.493 (meters)     602.01  (feet)  COMP
 EK0673  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 EK0673
 EK0673  VERT ORDER  -  FIRST     CLASS II
 EK0673
 EK0673.The horizontal coordinates were scaled from a topographic map and have
 EK0673.an estimated accuracy of +/- 6 seconds.
 EK0673
 EK0673.The orthometric height was determined by differential leveling
 EK0673.and adjusted by the National Geodetic Survey in June 1991..
 EK0673
 EK0673.The geoid height was determined by GEOID03.
 EK0673
 EK0673.The dynamic height is computed by dividing the NAVD 88
 EK0673.geopotential number by the normal gravity value computed on the
 EK0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0673.degrees latitude (g = 980.6199 gals.).
 EK0673
 EK0673.The modeled gravity was interpolated from observed gravity values.
 EK0673
 EK0673;                    North         East    Units  Estimated Accuracy
 EK0673;SPC AR N     -    75,460.      208,070.      MT  (+/- 180 meters Scaled)
 EK0673
 EK0673                          SUPERSEDED SURVEY CONTROL
 EK0673
 EK0673.No superseded survey control is available for this station.
 EK0673
 EK0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU993730(NAD 83)
 EK0673_MARKER: DB = BENCH MARK DISK
 EK0673_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0673_SP_SET: BRIDGE ABUTMENT
 EK0673_STAMPING: L 299 1985
 EK0673_MARK LOGO: NGS   
 EK0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0673
 EK0673  HISTORY     - Date     Condition        Report By
 EK0673  HISTORY     - 1985     MONUMENTED       NGS
 EK0673  HISTORY     - 1987     GOOD             USPSQD
 EK0673  HISTORY     - 1988     GOOD             USPSQD
 EK0673  HISTORY     - 1989     GOOD             USPSQD
 EK0673  HISTORY     - 1990     GOOD             USPSQD
 EK0673
 EK0673                          STATION DESCRIPTION
 EK0673
 EK0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0673'20.5 KM (12.7 MI) ESE FROM MANSFIELD.
 EK0673'20.5 KM (12.7 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE
 EK0673'JUNCTION OF STATE ROUTE 96 IN MANSFIELD, ALSO 4.2 KM (2.65 MI) NORTH
 EK0673'ALONG HIGHWAY 71 B (BUSINESS ROUTE) FROM THE JUNCTION OF STATE ROUTE
 EK0673'80 (EAST CHURCH STREET) IN WALDON, THENCE 8.9 KM (5.5 MI) NORTH ALONG
 EK0673'U.S. HIGHWAY 71, SET IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF
 EK0673'THE HIGHWAY 71 BRIDGE OVER THE CLEAR CREEK, 7.7 METERS (25.2 FT)
 EK0673'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 71, AND 0.36 METERS (1.2 FT)
 EK0673'SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE BRIDGE RAILING PILLAR.
 EK0673'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0673
 EK0673                          STATION RECOVERY (1987)
 EK0673
 EK0673'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0673'RECOVERED IN GOOD CONDITION.
 EK0673
 EK0673                          STATION RECOVERY (1988)
 EK0673
 EK0673'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0673'RECOVERED IN GOOD CONDITION.
 EK0673
 EK0673                          STATION RECOVERY (1989)
 EK0673
 EK0673'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0673'RECOVERED IN GOOD CONDITION.
 EK0673
 EK0673                          STATION RECOVERY (1990)
 EK0673
 EK0673'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EK0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0735 ***********************************************************************
 FF0735  DESIGNATION -  L 3
 FF0735  PID         -  FF0735
 FF0735  STATE/COUNTY-  AR/CRAIGHEAD
 FF0735  USGS QUAD   -  JONESBORO (1983)
 FF0735
 FF0735                         *CURRENT SURVEY CONTROL
 FF0735  ___________________________________________________________________
 FF0735* NAD 83(1986)-  35 50 35.     (N)    090 41 49.     (W)     SCALED    
 FF0735* NAVD 88     -        93.401  (meters)     306.43   (feet)  ADJUSTED  
 FF0735  ___________________________________________________________________
 FF0735  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF0735  DYNAMIC HT  -          93.322 (meters)     306.17  (feet)  COMP
 FF0735  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 FF0735
 FF0735  VERT ORDER  -  FIRST     CLASS II
 FF0735
 FF0735.The horizontal coordinates were scaled from a topographic map and have
 FF0735.an estimated accuracy of +/- 6 seconds.
 FF0735
 FF0735.The orthometric height was determined by differential leveling
 FF0735.and adjusted by the National Geodetic Survey in June 1991..
 FF0735
 FF0735.The geoid height was determined by GEOID03.
 FF0735
 FF0735.The dynamic height is computed by dividing the NAVD 88
 FF0735.geopotential number by the normal gravity value computed on the
 FF0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0735.degrees latitude (g = 980.6199 gals.).
 FF0735
 FF0735.The modeled gravity was interpolated from observed gravity values.
 FF0735
 FF0735;                    North         East    Units  Estimated Accuracy
 FF0735;SPC AR N     -   168,270.      517,710.      MT  (+/- 180 meters Scaled)
 FF0735
 FF0735                          SUPERSEDED SURVEY CONTROL
 FF0735
 FF0735  NGVD 29 (10/05/93)   93.318  (m)          306.16   (f) ADJUSTED    1 2
 FF0735
 FF0735.Superseded values are not recommended for survey control.
 FF0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0735.See file dsdata.txt to determine how the superseded data were derived.
 FF0735
 FF0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV079689(NAD 83)
 FF0735_MARKER: DB = BENCH MARK DISK
 FF0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0735_SP_SET: CONCRETE POST
 FF0735_STAMPING: L 3 1928 306.141
 FF0735_MARK LOGO: CGS   
 FF0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0735+STABILITY: SURFACE MOTION
 FF0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0735+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF0735
 FF0735  HISTORY     - Date     Condition        Report By
 FF0735  HISTORY     - 1928     MONUMENTED       CGS
 FF0735  HISTORY     - 1956     GOOD             CGS
 FF0735  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0735  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0735  HISTORY     - 19920322 GOOD             NGS
 FF0735  HISTORY     - 20020816 GOOD             USACE
 FF0735
 FF0735                          STATION DESCRIPTION
 FF0735
 FF0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0735'AT JONESBORO.
 FF0735'AT JONESBORO, ABOUT 0.45 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0735'RAILWAY FROM THE STATION AT JONESBORO, AT CROSSING OF FISHER
 FF0735'STREET, 43 1/2 FEET NORTH OF NORTH RAIL, 63 1/2 FEET NORTHWEST OF
 FF0735'CENTER OF CROSSING OF MAIN TRACK AND FISHER STREET, 44 FEET WEST
 FF0735'OF CENTER LINE OF FISHER STREET, 30 FEET SOUTHWEST OF SOUTHEAST
 FF0735'CORNER OF A CONCRETE BLOCK STORE BUILDING, 23 1/2 FEET SOUTH OF
 FF0735'SOUTH FACE OF STORE BUILDING, 11 1/2 FEET NORTHWEST OF TELEPHONE
 FF0735'POLE NO. 420/17, ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN
 FF0735'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0735
 FF0735                          STATION RECOVERY (1978)
 FF0735
 FF0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0735'MARK NOT FOUND.
 FF0735
 FF0735                          STATION RECOVERY (1978)
 FF0735
 FF0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0735'MARK NOT FOUND.
 FF0735
 FF0735                          STATION RECOVERY (1992)
 FF0735
 FF0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0735'IN JONESBORO, AT THE INTERSECTION OF FISHER STREET AND THE BURLINGTON
 FF0735'NORTHERN RAILROAD, 13.3 M (43.6 FT) EAST OF THE STREET CENTER, 8.9 M
 FF0735'(29.2 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE R AND R COMPRESSOR
 FF0735'COMPANY, 7.3 M (24.0 FT) NORTH OF THE NEAR RAIL, 7.2 M (23.6 FT)
 FF0735'WEST-NORTHWEST OF A CROSSING SIGNAL, 2.9 M (9.5 FT) NORTHWEST OF A
 FF0735'UTILITY POLE, 2.5 M (8.2 FT) NORTH OF A WITNESS POST, AND THE
 FF0735'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 FF0735
 FF0735                          STATION RECOVERY (2002)
 FF0735
 FF0735'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0993 ***********************************************************************
 FG0993  DESIGNATION -  L 30
 FG0993  PID         -  FG0993
 FG0993  STATE/COUNTY-  AR/JOHNSON
 FG0993  USGS QUAD   -  CLARKSVILLE (1993)
 FG0993
 FG0993                         *CURRENT SURVEY CONTROL
 FG0993  ___________________________________________________________________
 FG0993* NAD 83(1986)-  35 28 15.     (N)    093 27 54.     (W)     SCALED    
 FG0993* NAVD 88     -       112.935  (meters)     370.52   (feet)  ADJUSTED  
 FG0993  ___________________________________________________________________
 FG0993  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FG0993  DYNAMIC HT  -         112.831 (meters)     370.18  (feet)  COMP
 FG0993  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FG0993
 FG0993  VERT ORDER  -  FIRST     CLASS II
 FG0993
 FG0993.The horizontal coordinates were scaled from a topographic map and have
 FG0993.an estimated accuracy of +/- 6 seconds.
 FG0993
 FG0993.The orthometric height was determined by differential leveling
 FG0993.and adjusted by the National Geodetic Survey in June 1991..
 FG0993
 FG0993.The geoid height was determined by GEOID03.
 FG0993
 FG0993.The dynamic height is computed by dividing the NAVD 88
 FG0993.geopotential number by the normal gravity value computed on the
 FG0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0993.degrees latitude (g = 980.6199 gals.).
 FG0993
 FG0993.The modeled gravity was interpolated from observed gravity values.
 FG0993
 FG0993;                    North         East    Units  Estimated Accuracy
 FG0993;SPC AR N     -   127,190.      267,050.      MT  (+/- 180 meters Scaled)
 FG0993
 FG0993                          SUPERSEDED SURVEY CONTROL
 FG0993
 FG0993  NGVD 29 (??/??/92)  112.915  (m)          370.46   (f) ADJ UNCH    1 2
 FG0993
 FG0993.Superseded values are not recommended for survey control.
 FG0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0993.See file dsdata.txt to determine how the superseded data were derived.
 FG0993
 FG0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV578253(NAD 83)
 FG0993_MARKER: Z = SEE DESCRIPTION
 FG0993_SETTING: 0 = UNSPECIFIED SETTING
 FG0993_STAMPING: L-30 1932
 FG0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0993
 FG0993  HISTORY     - Date     Condition        Report By
 FG0993  HISTORY     - 1932     MONUMENTED       CGS
 FG0993  HISTORY     - 1935     GOOD             NGS
 FG0993  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0993
 FG0993                          STATION DESCRIPTION
 FG0993
 FG0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0993'IN CLARKSVILLE.
 FG0993'AT CLARKSVILLE, 94.6 FEET NORTHWEST OF NORTHWEST CORNER OF COURTHOUSE
 FG0993'SQUARE.  45.4 FEET WEST OF WEST SIDE OF FRONT ENTRANCE WALK.  39.3
 FG0993'FEET NORTHEAST OF DIAGONAL WALK ACROSS SQUARE. 6.1 FT. SOUTH OF SOUTH
 FG0993'CURB OF MAIN STREET.
 FG0993
 FG0993                          STATION RECOVERY (1984)
 FG0993
 FG0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0993'SEARCHED FOR AND NOT RECOVERED, PRESUMED DESTROYED WHEN THE NEW
 FG0993'COURTHOUSE WAS BUILT IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0700 ***********************************************************************
 EK0700  DESIGNATION -  L 300
 EK0700  PID         -  EK0700
 EK0700  STATE/COUNTY-  AR/POLK
 EK0700  USGS QUAD   -  ACORN (1975)
 EK0700
 EK0700                         *CURRENT SURVEY CONTROL
 EK0700  ___________________________________________________________________
 EK0700* NAD 83(1986)-  34 41 13.     (N)    094 11 43.     (W)     SCALED    
 EK0700* NAVD 88     -       393.476  (meters)    1290.93   (feet)  ADJUSTED  
 EK0700  ___________________________________________________________________
 EK0700  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 EK0700  DYNAMIC HT  -         393.047 (meters)    1289.52  (feet)  COMP
 EK0700  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 EK0700
 EK0700  VERT ORDER  -  FIRST     CLASS II
 EK0700
 EK0700.The horizontal coordinates were scaled from a topographic map and have
 EK0700.an estimated accuracy of +/- 6 seconds.
 EK0700
 EK0700.The orthometric height was determined by differential leveling
 EK0700.and adjusted by the National Geodetic Survey in June 1991..
 EK0700
 EK0700.The geoid height was determined by GEOID03.
 EK0700
 EK0700.The dynamic height is computed by dividing the NAVD 88
 EK0700.geopotential number by the normal gravity value computed on the
 EK0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0700.degrees latitude (g = 980.6199 gals.).
 EK0700
 EK0700.The modeled gravity was interpolated from observed gravity values.
 EK0700
 EK0700;                    North         East    Units  Estimated Accuracy
 EK0700;SPC AR S     -   626,240.      198,860.      MT  (+/- 180 meters Scaled)
 EK0700
 EK0700                          SUPERSEDED SURVEY CONTROL
 EK0700
 EK0700.No superseded survey control is available for this station.
 EK0700
 EK0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU905389(NAD 83)
 EK0700_MARKER: DB = BENCH MARK DISK
 EK0700_SETTING: 66 = SET IN ROCK OUTCROP
 EK0700_SP_SET: ROCK OUTCROP
 EK0700_STAMPING: L 300 1985
 EK0700_MARK LOGO: NGS   
 EK0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0700+STABILITY: POSITION/ELEVATION WELL
 EK0700
 EK0700  HISTORY     - Date     Condition        Report By
 EK0700  HISTORY     - 1985     MONUMENTED       NGS
 EK0700  HISTORY     - 1987     GOOD             USPSQD
 EK0700  HISTORY     - 1988     GOOD             USPSQD
 EK0700  HISTORY     - 1989     GOOD             USPSQD
 EK0700  HISTORY     - 1990     GOOD             USPSQD
 EK0700
 EK0700                          STATION DESCRIPTION
 EK0700
 EK0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0700'20.5 KM (12.7 MI) SSW FROM BOLES.
 EK0700'20.5 KM (12.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0700'IN BOLES, ON A LOW HILL, SET VERTICALLY IN THE NORTH FACE OF A POINTED
 EK0700'JAGGED ROCK LEDGE, AT THE SOUTHWEST EDGE OF HIGHWAY 71, AND 7.3 METERS
 EK0700'(24.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE, ROCK
 EK0700'LEDGE IS A 10-FEET ARROW SHAPED ROCK OUTCROP POINTED TOWARD HIGHWAY
 EK0700'71.
 EK0700'THE MARK IS 0.91 M ABOVE HIGHWAY.
 EK0700
 EK0700                          STATION RECOVERY (1987)
 EK0700
 EK0700'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0700'RECOVERED IN GOOD CONDITION.
 EK0700
 EK0700                          STATION RECOVERY (1988)
 EK0700
 EK0700'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0700'RECOVERED IN GOOD CONDITION.
 EK0700
 EK0700                          STATION RECOVERY (1989)
 EK0700
 EK0700'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0700'RECOVERED IN GOOD CONDITION.
 EK0700
 EK0700                          STATION RECOVERY (1990)
 EK0700
 EK0700'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0727 ***********************************************************************
 EK0727  DESIGNATION -  L 301
 EK0727  PID         -  EK0727
 EK0727  STATE/COUNTY-  AR/POLK
 EK0727  USGS QUAD   -  COVE (1984)
 EK0727
 EK0727                         *CURRENT SURVEY CONTROL
 EK0727  ___________________________________________________________________
 EK0727* NAD 83(1986)-  34 26 16.     (N)    094 24 41.     (W)     SCALED    
 EK0727* NAVD 88     -       331.681  (meters)    1088.19   (feet)  ADJUSTED  
 EK0727  ___________________________________________________________________
 EK0727  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 EK0727  DYNAMIC HT  -         331.323 (meters)    1087.02  (feet)  COMP
 EK0727  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 EK0727
 EK0727  VERT ORDER  -  FIRST     CLASS II
 EK0727
 EK0727.The horizontal coordinates were scaled from a topographic map and have
 EK0727.an estimated accuracy of +/- 6 seconds.
 EK0727
 EK0727.The orthometric height was determined by differential leveling
 EK0727.and adjusted by the National Geodetic Survey in June 1991..
 EK0727
 EK0727.The geoid height was determined by GEOID03.
 EK0727
 EK0727.The dynamic height is computed by dividing the NAVD 88
 EK0727.geopotential number by the normal gravity value computed on the
 EK0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0727.degrees latitude (g = 980.6199 gals.).
 EK0727
 EK0727.The modeled gravity was interpolated from observed gravity values.
 EK0727
 EK0727;                    North         East    Units  Estimated Accuracy
 EK0727;SPC AR S     -   599,050.      178,410.      MT  (+/- 180 meters Scaled)
 EK0727
 EK0727                          SUPERSEDED SURVEY CONTROL
 EK0727
 EK0727.No superseded survey control is available for this station.
 EK0727
 EK0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU703116(NAD 83)
 EK0727_MARKER: DB = BENCH MARK DISK
 EK0727_SETTING: 66 = SET IN ROCK OUTCROP
 EK0727_SP_SET: ROCK OUTCROP
 EK0727_STAMPING: L 301 1985
 EK0727_MARK LOGO: NGS   
 EK0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0727+STABILITY: POSITION/ELEVATION WELL
 EK0727
 EK0727  HISTORY     - Date     Condition        Report By
 EK0727  HISTORY     - 1985     MONUMENTED       NGS
 EK0727  HISTORY     - 1987     GOOD             USPSQD
 EK0727  HISTORY     - 1988     GOOD             USPSQD
 EK0727  HISTORY     - 1989     GOOD             USPSQD
 EK0727  HISTORY     - 1990     GOOD             USPSQD
 EK0727
 EK0727                          STATION DESCRIPTION
 EK0727
 EK0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0727'6.6 KM (4.1 MI) SOUTH FROM HATFIELD.
 EK0727'6.6 KM (4.1 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0727'HATFIELD, ALSO 0.32 KM (0.2 MI) NORTH OF THE JUNCTION OF BARTON AVENUE
 EK0727'AND HIGHWAY 71 IN COVE, SET IN TOP OF THE LOWER LAYER OF A ROCK LEDGE
 EK0727'ALONG THE HIGHWAY, ABOUT 45.7 METERS (150.0 FT) SOUTH OF THE
 EK0727'APPROXIMATE CENTER OF A ROAD LEADING EAST, AND 6.7 METERS (22.0 FT)
 EK0727'WEST OF THE CENTERLINE OF THE HIGHWAY.
 EK0727'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EK0727'THE MARK IS 0.39 M ABOVE HIGHWAY 71.
 EK0727
 EK0727                          STATION RECOVERY (1987)
 EK0727
 EK0727'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0727'RECOVERED IN GOOD CONDITION.
 EK0727
 EK0727                          STATION RECOVERY (1988)
 EK0727
 EK0727'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0727'RECOVERED IN GOOD CONDITION.
 EK0727
 EK0727                          STATION RECOVERY (1989)
 EK0727
 EK0727'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0727'RECOVERED IN GOOD CONDITION.
 EK0727
 EK0727                          STATION RECOVERY (1990)
 EK0727
 EK0727'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0755 ***********************************************************************
 EK0755  DESIGNATION -  L 302
 EK0755  PID         -  EK0755
 EK0755  STATE/COUNTY-  AR/SEVIER
 EK0755  USGS QUAD   -  GILLHAM (1964)
 EK0755
 EK0755                         *CURRENT SURVEY CONTROL
 EK0755  ___________________________________________________________________
 EK0755* NAD 83(1986)-  34 08 52.     (N)    094 18 54.     (W)     SCALED    
 EK0755* NAVD 88     -       185.623  (meters)     609.00   (feet)  ADJUSTED  
 EK0755  ___________________________________________________________________
 EK0755  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EK0755  DYNAMIC HT  -         185.434 (meters)     608.38  (feet)  COMP
 EK0755  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 EK0755
 EK0755  VERT ORDER  -  FIRST     CLASS II
 EK0755
 EK0755.The horizontal coordinates were scaled from a topographic map and have
 EK0755.an estimated accuracy of +/- 6 seconds.
 EK0755
 EK0755.The orthometric height was determined by differential leveling
 EK0755.and adjusted by the National Geodetic Survey in June 1991..
 EK0755
 EK0755.The geoid height was determined by GEOID03.
 EK0755
 EK0755.The dynamic height is computed by dividing the NAVD 88
 EK0755.geopotential number by the normal gravity value computed on the
 EK0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0755.degrees latitude (g = 980.6199 gals.).
 EK0755
 EK0755.The modeled gravity was interpolated from observed gravity values.
 EK0755
 EK0755;                    North         East    Units  Estimated Accuracy
 EK0755;SPC AR S     -   566,690.      186,540.      MT  (+/- 180 meters Scaled)
 EK0755
 EK0755                          SUPERSEDED SURVEY CONTROL
 EK0755
 EK0755.No superseded survey control is available for this station.
 EK0755
 EK0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT787793(NAD 83)
 EK0755_MARKER: I = METAL ROD
 EK0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0755_SP_SET: STAINLESS STEEL ROD
 EK0755_STAMPING: L 302 1985
 EK0755_MARK LOGO: NGS   
 EK0755_PROJECTION: RECESSED 3 CENTIMETERS
 EK0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0755_ROD/PIPE-DEPTH: 4.3  meters
 EK0755
 EK0755  HISTORY     - Date     Condition        Report By
 EK0755  HISTORY     - 1985     MONUMENTED       NGS
 EK0755  HISTORY     - 1987     GOOD             USPSQD
 EK0755  HISTORY     - 1987     GOOD             USPSQD
 EK0755  HISTORY     - 1988     GOOD             USPSQD
 EK0755  HISTORY     - 1989     GOOD             USPSQD
 EK0755  HISTORY     - 1990     GOOD             USPSQD
 EK0755
 EK0755                          STATION DESCRIPTION
 EK0755
 EK0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0755'3.6 KM (2.25 MI) SOUTH FROM GILLHAM.
 EK0755'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD (OLD HIGHWAY 71) FROM THE
 EK0755'POST OFFICE IN GILLHAM, THENCE 3.2 KM (2.0 MI) SOUTH ALONG U.S.
 EK0755'HIGHWAY 71 TO A CROSSROAD, 25.91 METERS (85.0 FT) WEST OF THE
 EK0755'CENTERLINE OF THE HIGHWAY, 34.44 METERS (113.0 FT) SOUTHEAST OF THE
 EK0755'SOUTHEAST CORNER OF A HOUSE, AND 12.19 METERS (40.5 FT) NORTH OF THE
 EK0755'CENTERLINE OF A PAVED ROAD LEADING EAST.  NOTE, DRIVEN TO REFUSAL.
 EK0755'THE MARK IS 2.1 METERS  NW FROM A WITNESS POST.
 EK0755'THE MARK IS 1.50 M BELOW HIGHWAY 71.
 EK0755
 EK0755                          STATION RECOVERY (1987)
 EK0755
 EK0755'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0755'RECOVERED IN GOOD CONDITION.
 EK0755
 EK0755                          STATION RECOVERY (1987)
 EK0755
 EK0755'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0755'RECOVERED IN GOOD CONDITION.
 EK0755
 EK0755                          STATION RECOVERY (1988)
 EK0755
 EK0755'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0755'RECOVERED IN GOOD CONDITION.
 EK0755
 EK0755                          STATION RECOVERY (1989)
 EK0755
 EK0755'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0755'RECOVERED IN GOOD CONDITION.
 EK0755
 EK0755                          STATION RECOVERY (1990)
 EK0755
 EK0755'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1062 ***********************************************************************
 DM1062  DESIGNATION -  L 303
 DM1062  PID         -  DM1062
 DM1062  STATE/COUNTY-  AR/LITTLE RIVER
 DM1062  USGS QUAD   -  ARKINDA (1975)
 DM1062
 DM1062                         *CURRENT SURVEY CONTROL
 DM1062  ___________________________________________________________________
 DM1062* NAD 83(1986)-  33 51 16.     (N)    094 25 17.     (W)     SCALED    
 DM1062* NAVD 88     -       103.917  (meters)     340.93   (feet)  ADJUSTED  
 DM1062  ___________________________________________________________________
 DM1062  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DM1062  DYNAMIC HT  -         103.811 (meters)     340.59  (feet)  COMP
 DM1062  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DM1062
 DM1062  VERT ORDER  -  FIRST     CLASS II
 DM1062
 DM1062.The horizontal coordinates were scaled from a topographic map and have
 DM1062.an estimated accuracy of +/- 6 seconds.
 DM1062
 DM1062.The orthometric height was determined by differential leveling
 DM1062.and adjusted by the National Geodetic Survey in June 1991..
 DM1062
 DM1062.The geoid height was determined by GEOID03.
 DM1062
 DM1062.The dynamic height is computed by dividing the NAVD 88
 DM1062.geopotential number by the normal gravity value computed on the
 DM1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1062.degrees latitude (g = 980.6199 gals.).
 DM1062
 DM1062.The modeled gravity was interpolated from observed gravity values.
 DM1062
 DM1062;                    North         East    Units  Estimated Accuracy
 DM1062;SPC AR S     -   534,390.      175,960.      MT  (+/- 180 meters Scaled)
 DM1062
 DM1062                          SUPERSEDED SURVEY CONTROL
 DM1062
 DM1062.No superseded survey control is available for this station.
 DM1062
 DM1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT685469(NAD 83)
 DM1062_MARKER: DB = BENCH MARK DISK
 DM1062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1062_SP_SET: BOX CULVERT
 DM1062_STAMPING: L 303 1985
 DM1062_MARK LOGO: NGS   
 DM1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1062
 DM1062  HISTORY     - Date     Condition        Report By
 DM1062  HISTORY     - 1985     MONUMENTED       NGS
 DM1062  HISTORY     - 1987     GOOD             USPSQD
 DM1062  HISTORY     - 1988     GOOD             USPSQD
 DM1062  HISTORY     - 1989     GOOD             USPSQD
 DM1062  HISTORY     - 1990     GOOD             USPSQD
 DM1062  HISTORY     - 19920823 GOOD             USPSQD
 DM1062
 DM1062                          STATION DESCRIPTION
 DM1062
 DM1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1062'13.5 KM (8.4 MI) SOUTH FROM HORATIO.
 DM1062'13.5 KM (8.4 MI) SOUTHERLY ALONG STATE ROUTE 41 FROM THE POST OFFICE
 DM1062'IN HORATIO, SET IN TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 DM1062'35-FEET TRIPLE BOX CULVERT UNDER HIGHWAY 41, AND 12.3 METERS (40.2 FT)
 DM1062'SOUTH OF THE CENTERLINE OF THE HIGHWAY (SLOPE MEASUREMENT).
 DM1062'THE MARK IS 1.2 M BELOW HIGHWAY.
 DM1062
 DM1062                          STATION RECOVERY (1987)
 DM1062
 DM1062'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1062'RECOVERED IN GOOD CONDITION.
 DM1062
 DM1062                          STATION RECOVERY (1988)
 DM1062
 DM1062'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1062'RECOVERED IN GOOD CONDITION.
 DM1062
 DM1062                          STATION RECOVERY (1989)
 DM1062
 DM1062'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1062'RECOVERED IN GOOD CONDITION.
 DM1062
 DM1062                          STATION RECOVERY (1990)
 DM1062
 DM1062'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1062'RECOVERED IN GOOD CONDITION.
 DM1062
 DM1062                          STATION RECOVERY (1992)
 DM1062
 DM1062'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2622 ***********************************************************************
 EH2622  DESIGNATION -  L 305
 EH2622  PID         -  EH2622
 EH2622  STATE/COUNTY-  AR/DESHA
 EH2622  USGS QUAD   -  LACONIA (1982)
 EH2622
 EH2622                         *CURRENT SURVEY CONTROL
 EH2622  ___________________________________________________________________
 EH2622* NAD 83(1997)-  34 06 29.73193(N)    090 57 25.01565(W)     ADJUSTED  
 EH2622* NAVD 88     -        56.885  (meters)     186.63   (feet)  ADJUSTED  
 EH2622  ___________________________________________________________________
 EH2622  X           -     -88,291.516 (meters)                     COMP
 EH2622  Y           -  -5,285,821.851 (meters)                     COMP
 EH2622  Z           -   3,556,412.786 (meters)                     COMP
 EH2622  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 EH2622  ELLIP HEIGHT-          30.54  (meters)          (09/14/99) GPS OBS
 EH2622  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2622  DYNAMIC HT  -          56.828 (meters)     186.44  (feet)  COMP
 EH2622  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 EH2622
 EH2622  HORZ ORDER  -  SECOND
 EH2622  VERT ORDER  -  FIRST     CLASS II
 EH2622  ELLP ORDER  -  FOURTH    CLASS I
 EH2622
 EH2622.The horizontal coordinates were established by GPS observations
 EH2622.and adjusted by the National Geodetic Survey in September 1999..
 EH2622
 EH2622.The orthometric height was determined by differential leveling
 EH2622.and adjusted by the National Geodetic Survey in June 1991..
 EH2622
 EH2622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2622
 EH2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2622
 EH2622.The ellipsoidal height was determined by GPS observations
 EH2622.and is referenced to NAD 83.
 EH2622
 EH2622.The geoid height was determined by GEOID03.
 EH2622
 EH2622.The dynamic height is computed by dividing the NAVD 88
 EH2622.geopotential number by the normal gravity value computed on the
 EH2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2622.degrees latitude (g = 980.6199 gals.).
 EH2622
 EH2622.The modeled gravity was interpolated from observed gravity values.
 EH2622
 EH2622;                    North         East     Units Scale Factor Converg.
 EH2622;SPC AR S     -   560,380.501   496,230.215   MT  0.99991930   +0 35 01.6
 EH2622;SPC AR S     - 1,838,515.03  1,628,048.63   sFT  0.99991930   +0 35 01.6
 EH2622;UTM  15      - 3,776,044.133   688,446.608   MT  1.00003777   +1 08 45.6
 EH2622
 EH2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2622!SPC AR S     -   0.99999521  x   0.99991930  =   0.99991451
 EH2622!UTM  15      -   0.99999521  x   1.00003777  =   1.00003298
 EH2622
 EH2622                          SUPERSEDED SURVEY CONTROL
 EH2622
 EH2622  NAD 83(1997)-  34 06 29.73245(N)    090 57 25.01572(W) AD(       ) 2
 EH2622  NAD 83(1986)-  34 06 29.74003(N)    090 57 25.01229(W) AD(       ) 2
 EH2622  NGVD 29 (??/??/??)   56.941  (m)          186.81   (f) ADJUSTED    1 2
 EH2622
 EH2622.Superseded values are not recommended for survey control.
 EH2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2622.See file dsdata.txt to determine how the superseded data were derived.
 EH2622
 EH2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8844776044(NAD 83)
 EH2622_MARKER: I = METAL ROD
 EH2622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2622_SP_SET: STAINLESS STEEL ROD
 EH2622_STAMPING: L 305 1985
 EH2622_MARK LOGO: NGS   
 EH2622_PROJECTION: FLUSH
 EH2622_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2622+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH2622_ROD/PIPE-DEPTH: 23.2 meters
 EH2622
 EH2622  HISTORY     - Date     Condition        Report By
 EH2622  HISTORY     - 1985     MONUMENTED       NGS
 EH2622  HISTORY     - 1985     GOOD             NGS
 EH2622  HISTORY     - 20001011 GOOD             USE
 EH2622
 EH2622                          STATION DESCRIPTION
 EH2622
 EH2622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2622'THE STATION MARK IS LOCATED ABOUT 5 KM (3.1 MI) SOUTHEAST OF
 EH2622'CRUMROD, 8 KM (5 MI) NORTHEAST OF SNOW LAKE, 1.6 KM (1 MI)
 EH2622'ALONG THE LEVEE ROAD SOUTHEAST OF THE PHILLIPS-DESHA COUNTY
 EH2622'LINE, ON THE MAIN LEVEE ALONG THE MISSISSIPPI RIVER, 1.28
 EH2622'KM (0.8 MI) SOUTHEAST OF A SPUR LEVEE. IN T 7 S , R 1 E, ON
 EH2622'THE EAST EDGE OF THE SOUTHEAST 1/4 OF SECTION 1. OWNERSHIP--
 EH2622'LACONIA LEVEE DISTRICT NO 1 OF DESHA COUNTY, ARKANSAS,
 EH2622'PO BOX 381, MCGEHEE AR 71654, PHONE 501-222-3456.
 EH2622'
 EH2622'TO REACH FROM THE ONLY STORE IN CRUMROD, GO SOUTH ON STATE
 EH2622'HIGHWAY 85 FOR 2.4 KM (1.5 MI) TO A DIRT CROSS ROAD.  TURN
 EH2622'LEFT, EAST, ON THE DIRT ROAD FOR 1.60 KM (1.0 MI) TO THE
 EH2622'LEVEE ROAD.  TURN RIGHT, SOUTHEAST, ON THE LEVEE ROAD FOR
 EH2622'1.43 KM (0.85 MI) TO A SPUR LEVEE ON THE LEFT AND LORAYS
 EH2622'1964.  CONTINUE AHEAD FOR 1.28 KM (0.8 MI) TO A CATTLE
 EH2622'GUARD AND THE STATION ON THE LEFT.
 EH2622'
 EH2622'STATION MARK, A STANDARD NGS BENCH MRK DATUM POINT CRIMPED
 EH2622'TO A STEEL ROD ENCASED INA VINYL PIPE AND LOGO CAP.  MARK
 EH2622'IS FLUSH WITH THE GROUND.  IT IS 4.6 METERS NORTHEAST OF THE
 EH2622'ROAD CENTER, 0.5 METER WEST OF A FIBERGLASS WITNESS POST
 EH2622'IN THE FENCE LINE. 2.9 METERS NORTHEAST OF THE NORTH
 EH2622'CORNER OF A CATTLE GUARD, AND 1.4 METERS WEST-SOUTHWEST
 EH2622'OF A RAILROAD TIE FENCE POST.
 EH2622'
 EH2622'TJIS STATION IS INTERVISIBLE WITH LORAYS 1964.
 EH2622
 EH2622                          STATION RECOVERY (1985)
 EH2622
 EH2622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2622'17.0 KM (10.55 MI) SOUT FROM MELLWOOD.
 EH2622'17.0 KM (10.55 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE
 EH2622'GRAVEL ROAD CROSSING AT MELLWOOD, 0.32 KM (0.2 MI) NORTHWEST OF BENCH
 EH2622'MARK B 223, AT A CATTLE GUARD AND A FENCE LINE, 2.9 METERS (9.6 FT)
 EH2622'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CATTLE GUARD,
 EH2622'0.54 METERS (1.8 FT) NORTHWEST OF A FENCE LINE, AND 4.6 METERS
 EH2622'(15.0 FT) EAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD.  NOTE,
 EH2622'DRIVEN TO REQUIRED DEPTH.
 EH2622'THE MARK IS 0.54 METERS  NW FROM A WITNESS POST.
 EH2622'THE MARK IS 0.31 M BELOW TOP OF LEVEE.
 EH2622
 EH2622                          STATION RECOVERY (2000)
 EH2622
 EH2622'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2622'RECOVERED IN GOOD CONDITION.  STAMPING IS ON COLLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1243 ***********************************************************************
 DL1243  DESIGNATION -  L 307
 DL1243  PID         -  DL1243
 DL1243  STATE/COUNTY-  AR/MILLER
 DL1243  USGS QUAD   -  MANDEVILLE (1975)
 DL1243
 DL1243                         *CURRENT SURVEY CONTROL
 DL1243  ___________________________________________________________________
 DL1243* NAD 83(1986)-  33 25 45.     (N)    093 55 36.     (W)     SCALED    
 DL1243* NAVD 88     -       107.712  (meters)     353.39   (feet)  ADJUSTED  
 DL1243  ___________________________________________________________________
 DL1243  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1243  DYNAMIC HT  -         107.597 (meters)     353.01  (feet)  COMP
 DL1243  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DL1243
 DL1243  VERT ORDER  -  FIRST     CLASS II
 DL1243
 DL1243.The horizontal coordinates were scaled from a topographic map and have
 DL1243.an estimated accuracy of +/- 6 seconds.
 DL1243
 DL1243.The orthometric height was determined by differential leveling
 DL1243.and adjusted by the National Geodetic Survey in June 1991..
 DL1243
 DL1243.The geoid height was determined by GEOID03.
 DL1243
 DL1243.The dynamic height is computed by dividing the NAVD 88
 DL1243.geopotential number by the normal gravity value computed on the
 DL1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1243.degrees latitude (g = 980.6199 gals.).
 DL1243
 DL1243.The modeled gravity was interpolated from observed gravity values.
 DL1243
 DL1243;                    North         East    Units  Estimated Accuracy
 DL1243;SPC AR S     -   486,260.      220,840.      MT  (+/- 180 meters Scaled)
 DL1243
 DL1243                          SUPERSEDED SURVEY CONTROL
 DL1243
 DL1243.No superseded survey control is available for this station.
 DL1243
 DL1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS138992(NAD 83)
 DL1243_MARKER: I = METAL ROD
 DL1243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1243_SP_SET: STAINLESS STEEL ROD
 DL1243_STAMPING: L 307 1985
 DL1243_MARK LOGO: NGS   
 DL1243_PROJECTION: FLUSH
 DL1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1243_ROD/PIPE-DEPTH: 5.5  meters
 DL1243
 DL1243  HISTORY     - Date     Condition        Report By
 DL1243  HISTORY     - 1985     MONUMENTED       NGS
 DL1243
 DL1243                          STATION DESCRIPTION
 DL1243
 DL1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DL1243'11.0 KM (6.85 MI) EAST FROM TEXARKANA.
 DL1243'11.0 KM (6.85 MI) EASTERLY ALONG U.S. HIGHWAY 82 FROM ITS WEST
 DL1243'JUNCTION WITH U.S. HIGHWAY 71 IN TEXARKANA, 51.5 M (169.0 FT) WEST
 DL1243'OF THE CENTER OF COOK ROAD, 17.7 M (58.1 FT) NORTH OF THE CENTERLINE
 DL1243'OF THE HIGHWAY, AND 0.9 M (3.0 FT) WEST OF A UTILITY POLE.
 DL1243'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DL1243'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DL1243'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1275 ***********************************************************************
 GE1275  DESIGNATION -  L 308
 GE1275  PID         -  GE1275
 GE1275  STATE/COUNTY-  AR/FULTON
 GE1275  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE1275
 GE1275                         *CURRENT SURVEY CONTROL
 GE1275  ___________________________________________________________________
 GE1275* NAD 83(1986)-  36 29 34.     (N)    091 32 11.     (W)     SCALED    
 GE1275* NAVD 88     -       158.179  (meters)     518.96   (feet)  ADJUSTED  
 GE1275  ___________________________________________________________________
 GE1275  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GE1275  DYNAMIC HT  -         158.050 (meters)     518.54  (feet)  COMP
 GE1275  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 GE1275
 GE1275  VERT ORDER  -  FIRST     CLASS II
 GE1275
 GE1275.The horizontal coordinates were scaled from a topographic map and have
 GE1275.an estimated accuracy of +/- 6 seconds.
 GE1275
 GE1275.The orthometric height was determined by differential leveling
 GE1275.and adjusted by the National Geodetic Survey in January 1995..
 GE1275
 GE1275.The geoid height was determined by GEOID03.
 GE1275
 GE1275.The dynamic height is computed by dividing the NAVD 88
 GE1275.geopotential number by the normal gravity value computed on the
 GE1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1275.degrees latitude (g = 980.6199 gals.).
 GE1275
 GE1275.The modeled gravity was interpolated from observed gravity values.
 GE1275
 GE1275;                    North         East    Units  Estimated Accuracy
 GE1275;SPC AR N     -   239,680.      441,540.      MT  (+/- 180 meters Scaled)
 GE1275
 GE1275                          SUPERSEDED SURVEY CONTROL
 GE1275
 GE1275  NGVD 29 (10/05/93)  158.057  (m)          518.56   (f) ADJUSTED    1 2
 GE1275
 GE1275.Superseded values are not recommended for survey control.
 GE1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1275.See file dsdata.txt to determine how the superseded data were derived.
 GE1275
 GE1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA310396(NAD 83)
 GE1275_MARKER: DV = VERTICAL CONTROL DISK
 GE1275_SETTING: 66 = SET IN ROCK OUTCROP
 GE1275_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1275_STAMPING: L 308 1990
 GE1275_MARK LOGO: NGS   
 GE1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1275+STABILITY: POSITION/ELEVATION WELL
 GE1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1275+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1275
 GE1275  HISTORY     - Date     Condition        Report By
 GE1275  HISTORY     - 1990     MONUMENTED       NGS
 GE1275
 GE1275                          STATION DESCRIPTION
 GE1275
 GE1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1275'0.3 KM (0.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1275'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN A 2 BY 2-FOOT AREA OF
 GE1275'OUTCROPPING BEDROCK, 21.7 M (71.2 FT) NORTHEAST OF THE HIGHWAY
 GE1275'CENTERLINE, 1.8 M (5.9 FT) NORTH OF A UTILITY POLE, 1.6 M (5.2 FT)
 GE1275'NORTH OF A WITNESS POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 GE1275'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0917 ***********************************************************************
 GG0917  DESIGNATION -  L 309
 GG0917  PID         -  GG0917
 GG0917  STATE/COUNTY-  AR/BENTON
 GG0917  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0917
 GG0917                         *CURRENT SURVEY CONTROL
 GG0917  ___________________________________________________________________
 GG0917* NAD 83(1986)-  36 17 23.     (N)    094 07 38.     (W)     SCALED    
 GG0917* NAVD 88     -       404.031  (meters)    1325.56   (feet)  ADJUSTED  
 GG0917  ___________________________________________________________________
 GG0917  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GG0917  DYNAMIC HT  -         403.673 (meters)    1324.38  (feet)  COMP
 GG0917  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 GG0917
 GG0917  VERT ORDER  -  FIRST     CLASS II
 GG0917
 GG0917.The horizontal coordinates were scaled from a topographic map and have
 GG0917.an estimated accuracy of +/- 6 seconds.
 GG0917
 GG0917.The orthometric height was determined by differential leveling
 GG0917.and adjusted by the National Geodetic Survey in June 1991..
 GG0917
 GG0917.The geoid height was determined by GEOID03.
 GG0917
 GG0917.The dynamic height is computed by dividing the NAVD 88
 GG0917.geopotential number by the normal gravity value computed on the
 GG0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0917.degrees latitude (g = 980.6199 gals.).
 GG0917
 GG0917.The modeled gravity was interpolated from observed gravity values.
 GG0917
 GG0917;                    North         East    Units  Estimated Accuracy
 GG0917;SPC AR N     -   219,120.      208,920.      MT  (+/- 180 meters Scaled)
 GG0917
 GG0917                          SUPERSEDED SURVEY CONTROL
 GG0917
 GG0917  NGVD 29 (10/05/93)  403.879  (m)         1325.06   (f) ADJUSTED    1 2
 GG0917
 GG0917.Superseded values are not recommended for survey control.
 GG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0917.See file dsdata.txt to determine how the superseded data were derived.
 GG0917
 GG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA987166(NAD 83)
 GG0917_MARKER: I = METAL ROD
 GG0917_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0917+WITH SETTING: INFORMATION.
 GG0917_SP_SET: METAL ROD DRIVEN INTO GROUND
 GG0917_STAMPING: L 309 1989
 GG0917_MARK LOGO: NGS   
 GG0917_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0917+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0917
 GG0917  HISTORY     - Date     Condition        Report By
 GG0917  HISTORY     - 1989     MONUMENTED       NGS
 GG0917
 GG0917                          STATION DESCRIPTION
 GG0917
 GG0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0917'3.8 KM (2.35 MI) 12.5 FT) NORTHERLY ALONG THE ARKANSAS AND MISSOURI
 GG0917'RAILROAD FROM ITS JUNCTION WITH MCCLURE AVENUE IN LOWELL, A METAL ROD
 GG0917'DRIVEN TO REFUSAL AT 1.2 M AND FLUSH WITH GROUND, 14.8 M (48.6 FT)
 GG0917'EAST OF THE NEAR RAIL, 7.0 M (23.0 FT) SOUTH OF THE CENTER OF
 GG0917'HONEYSUCKLE LANE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, AND
 GG0917'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 GG0917'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0211 ***********************************************************************
 GG0211  DESIGNATION -  L 31
 GG0211  PID         -  GG0211
 GG0211  STATE/COUNTY-  AR/BENTON
 GG0211  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0211
 GG0211                         *CURRENT SURVEY CONTROL
 GG0211  ___________________________________________________________________
 GG0211* NAD 83(1986)-  36 13 01.     (N)    094 30 48.     (W)     SCALED    
 GG0211* NAVD 88     -       360.911  (meters)    1184.09   (feet)  ADJUSTED  
 GG0211  ___________________________________________________________________
 GG0211  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GG0211  DYNAMIC HT  -         360.595 (meters)    1183.05  (feet)  COMP
 GG0211  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 GG0211
 GG0211  VERT ORDER  -  SECOND    CLASS 0
 GG0211
 GG0211.The horizontal coordinates were scaled from a topographic map and have
 GG0211.an estimated accuracy of +/- 6 seconds.
 GG0211
 GG0211.The orthometric height was determined by differential leveling
 GG0211.and adjusted by the National Geodetic Survey in June 1991..
 GG0211
 GG0211.The geoid height was determined by GEOID03.
 GG0211
 GG0211.The dynamic height is computed by dividing the NAVD 88
 GG0211.geopotential number by the normal gravity value computed on the
 GG0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0211.degrees latitude (g = 980.6199 gals.).
 GG0211
 GG0211.The modeled gravity was interpolated from observed gravity values.
 GG0211
 GG0211;                    North         East    Units  Estimated Accuracy
 GG0211;SPC AR N     -   211,860.      174,040.      MT  (+/- 180 meters Scaled)
 GG0211
 GG0211                          SUPERSEDED SURVEY CONTROL
 GG0211
 GG0211  NGVD 29 (??/??/92)  360.772  (m)         1183.63   (f) ADJ UNCH    2 0
 GG0211
 GG0211.Superseded values are not recommended for survey control.
 GG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0211.See file dsdata.txt to determine how the superseded data were derived.
 GG0211
 GG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA639090(NAD 83)
 GG0211_MARKER: DB = BENCH MARK DISK
 GG0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0211_STAMPING: L-31 1934
 GG0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0211+STABILITY: SURFACE MOTION
 GG0211
 GG0211  HISTORY     - Date     Condition        Report By
 GG0211  HISTORY     - 1934     MONUMENTED       CGS
 GG0211  HISTORY     - 1961     GOOD             NGS
 GG0211  HISTORY     - 1987     GOOD             USPSQD
 GG0211  HISTORY     - 1988     GOOD             USPSQD
 GG0211
 GG0211                          STATION DESCRIPTION
 GG0211
 GG0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0211'2.8 MI N FROM SILOAM SPRINGS.
 GG0211'2.8 MILES NORTH OF SILOAM SPRINGS K.C.S. RR DEPOT.  NEAR 17TH
 GG0211'POLE NORTH OF MILEPOST 227 AT KANSAS CITY SOUTHERN RAILROAD
 GG0211'CROSSING.  50 FEET WEST OF TRACK, 25 FEET SOUTH OF THE CENTERLINE
 GG0211'OF COUNTY ROAD.  IN FENCE CORNER.
 GG0211
 GG0211                          STATION RECOVERY (1961)
 GG0211
 GG0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0211'RECOVERED IN GOOD CONDITION.
 GG0211
 GG0211                          STATION RECOVERY (1987)
 GG0211
 GG0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0211'RECOVERED IN GOOD CONDITION.
 GG0211
 GG0211                          STATION RECOVERY (1988)
 GG0211
 GG0211'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 GG0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0905 ***********************************************************************
 GG0905  DESIGNATION -  L 310
 GG0905  PID         -  GG0905
 GG0905  STATE/COUNTY-  AR/WASHINGTON
 GG0905  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0905
 GG0905                         *CURRENT SURVEY CONTROL
 GG0905  ___________________________________________________________________
 GG0905* NAD 83(1986)-  36 06 09.     (N)    094 09 51.     (W)     SCALED    
 GG0905* NAVD 88     -       373.051  (meters)    1223.92   (feet)  ADJUSTED  
 GG0905  ___________________________________________________________________
 GG0905  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GG0905  DYNAMIC HT  -         372.716 (meters)    1222.82  (feet)  COMP
 GG0905  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 GG0905
 GG0905  VERT ORDER  -  FIRST     CLASS II
 GG0905
 GG0905.The horizontal coordinates were scaled from a topographic map and have
 GG0905.an estimated accuracy of +/- 6 seconds.
 GG0905
 GG0905.The orthometric height was determined by differential leveling
 GG0905.and adjusted by the National Geodetic Survey in June 1991..
 GG0905
 GG0905.The geoid height was determined by GEOID03.
 GG0905
 GG0905.The dynamic height is computed by dividing the NAVD 88
 GG0905.geopotential number by the normal gravity value computed on the
 GG0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0905.degrees latitude (g = 980.6199 gals.).
 GG0905
 GG0905.The modeled gravity was interpolated from observed gravity values.
 GG0905
 GG0905;                    North         East    Units  Estimated Accuracy
 GG0905;SPC AR N     -   198,420.      205,140.      MT  (+/- 180 meters Scaled)
 GG0905
 GG0905                          SUPERSEDED SURVEY CONTROL
 GG0905
 GG0905  NGVD 29 (10/05/93)  372.890  (m)         1223.39   (f) ADJUSTED    1 2
 GG0905
 GG0905.Superseded values are not recommended for survey control.
 GG0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0905.See file dsdata.txt to determine how the superseded data were derived.
 GG0905
 GG0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV952959(NAD 83)
 GG0905_MARKER: I = METAL ROD
 GG0905_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0905_SP_SET: STAINLESS STEEL ROD
 GG0905_STAMPING: L 310 1989
 GG0905_MARK LOGO: NGS   
 GG0905_PROJECTION: FLUSH
 GG0905_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0905+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 GG0905_ROD/PIPE-DEPTH: 3.4  meters
 GG0905
 GG0905  HISTORY     - Date     Condition        Report By
 GG0905  HISTORY     - 1989     MONUMENTED       NGS
 GG0905  HISTORY     - 20050808 GOOD             ARHD
 GG0905
 GG0905                          STATION DESCRIPTION
 GG0905
 GG0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0905'IN FAYETTEVILLE, AT THE INTERSECTION OF STATE HIGHWAY 180 AND THE
 GG0905'ARKANSAS AND MISSOURI RAILROAD, 18.5 M (60.7 FT) SOUTH OF THE
 GG0905'CENTERLINE OF THE HIGHWAY, 14.4 M (47.2 FT) WEST OF THE NEAR RAIL,
 GG0905'10.6 M (34.8 FT) WEST OF THE NORTHWEST CORNER OF A RAILROAD ELECTRIC
 GG0905'BOX, 3.7 M (12.1 FT) EAST OF THE CENTER OF A DIRT ROAD, 0.5 M (1.6
 GG0905'FT) EAST OF UTILITY POLE NUMBER 2505, 0.3 M (1.0 FT) NORTH OF A
 GG0905'WITNESS POST, AND LEVEL WITH THE DIRT ROAD.
 GG0905
 GG0905                          STATION RECOVERY (2005)
 GG0905
 GG0905'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GG0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1205 ***********************************************************************
 FH1205  DESIGNATION -  L 311
 FH1205  PID         -  FH1205
 FH1205  STATE/COUNTY-  AR/CRAWFORD
 FH1205  USGS QUAD   -  VAN BUREN (1997)
 FH1205
 FH1205                         *CURRENT SURVEY CONTROL
 FH1205  ___________________________________________________________________
 FH1205* NAD 83(1986)-  35 28 59.     (N)    094 17 44.     (W)     SCALED    
 FH1205* NAVD 88     -       155.950  (meters)     511.65   (feet)  ADJUSTED  
 FH1205  ___________________________________________________________________
 FH1205  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FH1205  DYNAMIC HT  -         155.804 (meters)     511.17  (feet)  COMP
 FH1205  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 FH1205
 FH1205  VERT ORDER  -  FIRST     CLASS II
 FH1205
 FH1205.The horizontal coordinates were scaled from a topographic map and have
 FH1205.an estimated accuracy of +/- 6 seconds.
 FH1205
 FH1205.The orthometric height was determined by differential leveling
 FH1205.and adjusted by the National Geodetic Survey in June 1991..
 FH1205
 FH1205.The geoid height was determined by GEOID03.
 FH1205
 FH1205.The dynamic height is computed by dividing the NAVD 88
 FH1205.geopotential number by the normal gravity value computed on the
 FH1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1205.degrees latitude (g = 980.6199 gals.).
 FH1205
 FH1205.The modeled gravity was interpolated from observed gravity values.
 FH1205
 FH1205;                    North         East    Units  Estimated Accuracy
 FH1205;SPC AR N     -   129,980.      191,710.      MT  (+/- 180 meters Scaled)
 FH1205
 FH1205                          SUPERSEDED SURVEY CONTROL
 FH1205
 FH1205  NGVD 29 (10/05/93)  155.853  (m)          511.33   (f) ADJUSTED    1 2
 FH1205
 FH1205.Superseded values are not recommended for survey control.
 FH1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1205.See file dsdata.txt to determine how the superseded data were derived.
 FH1205
 FH1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV824273(NAD 83)
 FH1205_MARKER: I = METAL ROD
 FH1205_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1205+WITH SETTING: INFORMATION.
 FH1205_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1205_STAMPING: L 311 1989
 FH1205_MARK LOGO: NGS   
 FH1205_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1205+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 FH1205
 FH1205  HISTORY     - Date     Condition        Report By
 FH1205  HISTORY     - 1989     MONUMENTED       NGS
 FH1205  HISTORY     - 20060402 GOOD             ARHD
 FH1205
 FH1205                          STATION DESCRIPTION
 FH1205
 FH1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1205'6.4 KM (4.00 MI) SOUTHERLY ALONG STATE HIGHWAY 282 FROM THE JUNCTION
 FH1205'OF THE ARKANSAS AND MISSOURI RAILROAD IN RUDY, A METAL ROD DRIVEN TO
 FH1205'REFUSAL AT 1.2 M AND FLUSH WITH GROUND, 13.7 M (44.9 FT) SOUTHEAST OF
 FH1205'THE CENTERLINE OF THE HIGHWAY, 11.7 M (38.4 FT) EAST OF THE NORTHEAST
 FH1205'CORNER OF A CULVERT HEADWALL, 8.4 M (27.6 FT) NORTH OF THE CENTER OF
 FH1205'A GRAVELED ROAD LEADING EAST, 0.3 M (1.0 FT) WEST OF A WITNESS POST
 FH1205'AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 FH1205'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FH1205
 FH1205                          STATION RECOVERY (2006)
 FH1205
 FH1205'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FH1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1228 ***********************************************************************
 FH1228  DESIGNATION -  L 312
 FH1228  PID         -  FH1228
 FH1228  STATE/COUNTY-  AR/CRAWFORD
 FH1228  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1228
 FH1228                         *CURRENT SURVEY CONTROL
 FH1228  ___________________________________________________________________
 FH1228* NAD 83(1986)-  35 42 11.     (N)    094 08 18.     (W)     SCALED    
 FH1228* NAVD 88     -       484.842  (meters)    1590.69   (feet)  ADJUSTED  
 FH1228  ___________________________________________________________________
 FH1228  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FH1228  DYNAMIC HT  -         484.381 (meters)    1589.17  (feet)  COMP
 FH1228  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 FH1228
 FH1228  VERT ORDER  -  FIRST     CLASS II
 FH1228
 FH1228.The horizontal coordinates were scaled from a topographic map and have
 FH1228.an estimated accuracy of +/- 6 seconds.
 FH1228
 FH1228.The orthometric height was determined by differential leveling
 FH1228.and adjusted by the National Geodetic Survey in June 1991..
 FH1228
 FH1228.The geoid height was determined by GEOID03.
 FH1228
 FH1228.The dynamic height is computed by dividing the NAVD 88
 FH1228.geopotential number by the normal gravity value computed on the
 FH1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1228.degrees latitude (g = 980.6199 gals.).
 FH1228
 FH1228.The modeled gravity was interpolated from observed gravity values.
 FH1228
 FH1228;                    North         East    Units  Estimated Accuracy
 FH1228;SPC AR N     -   154,060.      206,510.      MT  (+/- 180 meters Scaled)
 FH1228
 FH1228                          SUPERSEDED SURVEY CONTROL
 FH1228
 FH1228  NGVD 29 (10/05/93)  484.698  (m)         1590.21   (f) ADJUSTED    1 2
 FH1228
 FH1228.Superseded values are not recommended for survey control.
 FH1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1228.See file dsdata.txt to determine how the superseded data were derived.
 FH1228
 FH1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV970516(NAD 83)
 FH1228_MARKER: I = METAL ROD
 FH1228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1228_SP_SET: STAINLESS STEEL ROD
 FH1228_STAMPING: L 312 1989
 FH1228_MARK LOGO: NGS   
 FH1228_PROJECTION: FLUSH
 FH1228_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1228+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1228_ROD/PIPE-DEPTH: 5.4  meters
 FH1228
 FH1228  HISTORY     - Date     Condition        Report By
 FH1228  HISTORY     - 1989     MONUMENTED       NGS
 FH1228
 FH1228                          STATION DESCRIPTION
 FH1228
 FH1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1228'9.1 KM (5.65 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1228'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, 14.8 M (48.6 FT)
 FH1228'NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING SOUTHWEST, 13.3 M (43.6
 FH1228'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 M (3.0 FT) ABOVE
 FH1228'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH-SOUTHWEST OF A
 FH1228'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 FH1228'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1258 ***********************************************************************
 GE1258  DESIGNATION -  L 313
 GE1258  PID         -  GE1258
 GE1258  STATE/COUNTY-  AR/FULTON
 GE1258  USGS QUAD   -  HARDY (1981)
 GE1258
 GE1258                         *CURRENT SURVEY CONTROL
 GE1258  ___________________________________________________________________
 GE1258* NAD 83(1986)-  36 21 10.     (N)    091 28 33.     (W)     SCALED    
 GE1258* NAVD 88     -       210.605  (meters)     690.96   (feet)  ADJUSTED  
 GE1258  ___________________________________________________________________
 GE1258  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GE1258  DYNAMIC HT  -         210.429 (meters)     690.38  (feet)  COMP
 GE1258  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 GE1258
 GE1258  VERT ORDER  -  FIRST     CLASS II
 GE1258
 GE1258.The horizontal coordinates were scaled from a topographic map and have
 GE1258.an estimated accuracy of +/- 6 seconds.
 GE1258
 GE1258.The orthometric height was determined by differential leveling
 GE1258.and adjusted by the National Geodetic Survey in January 1995..
 GE1258
 GE1258.The geoid height was determined by GEOID03.
 GE1258
 GE1258.The dynamic height is computed by dividing the NAVD 88
 GE1258.geopotential number by the normal gravity value computed on the
 GE1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1258.degrees latitude (g = 980.6199 gals.).
 GE1258
 GE1258.The modeled gravity was interpolated from observed gravity values.
 GE1258
 GE1258;                    North         East    Units  Estimated Accuracy
 GE1258;SPC AR N     -   224,180.      447,050.      MT  (+/- 180 meters Scaled)
 GE1258
 GE1258                          SUPERSEDED SURVEY CONTROL
 GE1258
 GE1258  NGVD 29 (10/05/93)  210.493  (m)          690.59   (f) ADJUSTED    1 2
 GE1258
 GE1258.Superseded values are not recommended for survey control.
 GE1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1258.See file dsdata.txt to determine how the superseded data were derived.
 GE1258
 GE1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA367241(NAD 83)
 GE1258_MARKER: DV = VERTICAL CONTROL DISK
 GE1258_SETTING: 66 = SET IN ROCK OUTCROP
 GE1258_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1258_STAMPING: L 313 1990
 GE1258_MARK LOGO: NGS   
 GE1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1258+STABILITY: POSITION/ELEVATION WELL
 GE1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1258+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1258
 GE1258  HISTORY     - Date     Condition        Report By
 GE1258  HISTORY     - 1990     MONUMENTED       NGS
 GE1258
 GE1258                          STATION DESCRIPTION
 GE1258
 GE1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1258'5.2 KM (3.25 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1258'U.S. HIGHWAY 62 IN HARDY, IN A 3 BY 5-FOOT AREA OF OUTCROPPING
 GE1258'BEDROCK, 16.2 M (53.1 FT) EAST OF UTILITY LIGHT POLE NUMBER 1000 108
 GE1258'WITH A TRANSFORMER, 13.2 M (43.3 FT) NORTHWEST OF THE CENTER OF THE
 GE1258'MOST SOUTHERLY OF 2 DRIVEWAYS, 8.2 M (26.9 FT) SOUTHWEST OF AND LEVEL
 GE1258'WITH THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) NORTHWEST OF A
 GE1258'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2180 ***********************************************************************
 FF2180  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2180  DESIGNATION -  L 314
 FF2180  PID         -  FF2180
 FF2180  STATE/COUNTY-  AR/POINSETT
 FF2180  USGS QUAD   -  JOYLAND (1992)
 FF2180
 FF2180                         *CURRENT SURVEY CONTROL
 FF2180  ___________________________________________________________________
 FF2180* NAD 83(1997)-  35 29 59.96129(N)    090 22 51.47757(W)     ADJUSTED  
 FF2180* NAVD 88     -        66.61   (meters)     218.5    (feet)  GPS OBS   
 FF2180  ___________________________________________________________________
 FF2180  X           -     -34,564.773 (meters)                     COMP
 FF2180  Y           -  -5,198,328.606 (meters)                     COMP
 FF2180  Z           -   3,683,189.562 (meters)                     COMP
 FF2180  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FF2180  ELLIP HEIGHT-          38.84  (meters)          (05/31/05) GPS OBS
 FF2180  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FF2180  DYNAMIC HT  -          66.55  (meters)     218.3   (feet)  COMP
 FF2180  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 FF2180
 FF2180  HORZ ORDER  -  FIRST
 FF2180  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF2180  ELLP ORDER  -  FOURTH    CLASS II
 FF2180
 FF2180.The horizontal coordinates were established by GPS observations
 FF2180.and adjusted by the National Geodetic Survey in May 2005..
 FF2180
 FF2180.The orthometric height was determined by GPS observations and a
 FF2180.high-resolution geoid model using precise GPS observation and
 FF2180.processing techniques. It supersedes the leveled height previously
 FF2180.determined for this station.
 FF2180.WARNING-GPS observations at this control monument resulted in a GPS
 FF2180.derived orthometric height which differed from the leveled height by
 FF2180.more than one decimeter (0.1 meter).
 FF2180.The vertical order pertains to the first NAVD 88 superseded value.
 FF2180
 FF2180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2180
 FF2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2180
 FF2180.The ellipsoidal height was determined by GPS observations
 FF2180.and is referenced to NAD 83.
 FF2180
 FF2180.The geoid height was determined by GEOID03.
 FF2180
 FF2180.The dynamic height is computed by dividing the NAVD 88
 FF2180.geopotential number by the normal gravity value computed on the
 FF2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2180.degrees latitude (g = 980.6199 gals.).
 FF2180
 FF2180.The modeled gravity was interpolated from observed gravity values.
 FF2180
 FF2180;                    North         East     Units Scale Factor Converg.
 FF2180;SPC AR N     -   130,637.937   546,878.118   MT  0.99993701   +0 56 31.6
 FF2180;SPC AR N     -   428,601.30  1,794,215.96   sFT  0.99993701   +0 56 31.6
 FF2180;UTM  15      - 3,931,646.433   737,555.504   MT  1.00029549   +1 31 17.7
 FF2180
 FF2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2180!SPC AR N     -   0.99999390  x   0.99993701  =   0.99993091
 FF2180!UTM  15      -   0.99999390  x   1.00029549  =   1.00028939
 FF2180
 FF2180                          SUPERSEDED SURVEY CONTROL
 FF2180
 FF2180  NAVD 88 (01/31/95)   66.504  (m)          218.19   (f) ADJUSTED    1 2
 FF2180  NGVD 29 (10/05/93)   66.464  (m)          218.06   (f) ADJUSTED    1 2
 FF2180
 FF2180.Superseded values are not recommended for survey control.
 FF2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2180.See file dsdata.txt to determine how the superseded data were derived.
 FF2180
 FF2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3755631646(NAD 83)
 FF2180_MARKER: I = METAL ROD
 FF2180_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2180_SP_SET: STAINLESS STEEL ROD
 FF2180_STAMPING: L 314 1990
 FF2180_MARK LOGO: NGS   
 FF2180_PROJECTION: FLUSH
 FF2180_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2180+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 FF2180_ROD/PIPE-DEPTH: 8.50 meters
 FF2180
 FF2180  HISTORY     - Date     Condition        Report By
 FF2180  HISTORY     - 1990     MONUMENTED       NGS
 FF2180  HISTORY     - 20021016 GOOD             USACE
 FF2180  HISTORY     - 20030722 GOOD             EMCINC
 FF2180
 FF2180                          STATION DESCRIPTION
 FF2180
 FF2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2180'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 FF2180'STATE HIGHWAY 118 IN TYRONZA, IN THE MEDIAN OF THE HIGHWAY, 12.2 M
 FF2180'(40.0 FT) SOUTHEAST OF THE CENTER OF A CROSSOVER, 9.7 M (31.8 FT)
 FF2180'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF
 FF2180'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
 FF2180'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2180
 FF2180                          STATION RECOVERY (2002)
 FF2180
 FF2180'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2180'RECOVERED IN GOOD CONDITION.
 FF2180
 FF2180                          STATION RECOVERY (2003)
 FF2180
 FF2180'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2180'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2206 ***********************************************************************
 FF2206  DESIGNATION -  L 315
 FF2206  PID         -  FF2206
 FF2206  STATE/COUNTY-  AR/CRAIGHEAD
 FF2206  USGS QUAD   -  BONO (1980)
 FF2206
 FF2206                         *CURRENT SURVEY CONTROL
 FF2206  ___________________________________________________________________
 FF2206* NAD 83(1986)-  35 55 58.     (N)    090 48 50.     (W)     SCALED    
 FF2206* NAVD 88     -        75.791  (meters)     248.66   (feet)  ADJUSTED  
 FF2206  ___________________________________________________________________
 FF2206  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF2206  DYNAMIC HT  -          75.728 (meters)     248.45  (feet)  COMP
 FF2206  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 FF2206
 FF2206  VERT ORDER  -  FIRST     CLASS II
 FF2206
 FF2206.The horizontal coordinates were scaled from a topographic map and have
 FF2206.an estimated accuracy of +/- 6 seconds.
 FF2206
 FF2206.The orthometric height was determined by differential leveling
 FF2206.and adjusted by the National Geodetic Survey in January 1995..
 FF2206
 FF2206.The geoid height was determined by GEOID03.
 FF2206
 FF2206.The dynamic height is computed by dividing the NAVD 88
 FF2206.geopotential number by the normal gravity value computed on the
 FF2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2206.degrees latitude (g = 980.6199 gals.).
 FF2206
 FF2206.The modeled gravity was interpolated from observed gravity values.
 FF2206
 FF2206;                    North         East    Units  Estimated Accuracy
 FF2206;SPC AR N     -   178,090.      507,030.      MT  (+/- 180 meters Scaled)
 FF2206
 FF2206                          SUPERSEDED SURVEY CONTROL
 FF2206
 FF2206  NGVD 29 (10/05/93)   75.710  (m)          248.39   (f) ADJUSTED    1 2
 FF2206
 FF2206.Superseded values are not recommended for survey control.
 FF2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2206.See file dsdata.txt to determine how the superseded data were derived.
 FF2206
 FF2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV972787(NAD 83)
 FF2206_MARKER: I = METAL ROD
 FF2206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2206_SP_SET: STAINLESS STEEL ROD
 FF2206_STAMPING: L 315 1990
 FF2206_MARK LOGO: NGS   
 FF2206_PROJECTION: FLUSH
 FF2206_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2206+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 FF2206_ROD/PIPE-DEPTH: 9.7  meters
 FF2206
 FF2206  HISTORY     - Date     Condition        Report By
 FF2206  HISTORY     - 1990     MONUMENTED       NGS
 FF2206  HISTORY     - 20020827 GOOD             USACE
 FF2206
 FF2206                          STATION DESCRIPTION
 FF2206
 FF2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2206'2.7 KM (1.65 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF2206'IN BONO, 15.9 M (52.2 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 11.0 M
 FF2206'(36.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 FF2206'RAILROAD, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 FF2206'(1.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 FF2206'POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2206
 FF2206                          STATION RECOVERY (2002)
 FF2206
 FF2206'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1231 ***********************************************************************
 GE1231  DESIGNATION -  L 316
 GE1231  PID         -  GE1231
 GE1231  STATE/COUNTY-  AR/LAWRENCE
 GE1231  USGS QUAD   -  IMBODEN (1981)
 GE1231
 GE1231                         *CURRENT SURVEY CONTROL
 GE1231  ___________________________________________________________________
 GE1231* NAD 83(1986)-  36 12 53.     (N)    091 12 54.     (W)     SCALED    
 GE1231* NAVD 88     -       112.505  (meters)     369.11   (feet)  ADJUSTED  
 GE1231  ___________________________________________________________________
 GE1231  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GE1231  DYNAMIC HT  -         112.412 (meters)     368.81  (feet)  COMP
 GE1231  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GE1231
 GE1231  VERT ORDER  -  FIRST     CLASS II
 GE1231
 GE1231.The horizontal coordinates were scaled from a topographic map and have
 GE1231.an estimated accuracy of +/- 6 seconds.
 GE1231
 GE1231.The orthometric height was determined by differential leveling
 GE1231.and adjusted by the National Geodetic Survey in January 1995..
 GE1231
 GE1231.The geoid height was determined by GEOID03.
 GE1231
 GE1231.The dynamic height is computed by dividing the NAVD 88
 GE1231.geopotential number by the normal gravity value computed on the
 GE1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1231.degrees latitude (g = 980.6199 gals.).
 GE1231
 GE1231.The modeled gravity was interpolated from observed gravity values.
 GE1231
 GE1231;                    North         East    Units  Estimated Accuracy
 GE1231;SPC AR N     -   209,010.      470,590.      MT  (+/- 180 meters Scaled)
 GE1231
 GE1231                          SUPERSEDED SURVEY CONTROL
 GE1231
 GE1231  NGVD 29 (10/05/93)  112.407  (m)          368.79   (f) ADJUSTED    1 2
 GE1231
 GE1231.Superseded values are not recommended for survey control.
 GE1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1231.See file dsdata.txt to determine how the superseded data were derived.
 GE1231
 GE1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA604092(NAD 83)
 GE1231_MARKER: DV = VERTICAL CONTROL DISK
 GE1231_SETTING: 66 = SET IN ROCK OUTCROP
 GE1231_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1231_STAMPING: L 316 1990
 GE1231_MARK LOGO: NGS   
 GE1231_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1231+STABILITY: POSITION/ELEVATION WELL
 GE1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1231+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1231
 GE1231  HISTORY     - Date     Condition        Report By
 GE1231  HISTORY     - 1990     MONUMENTED       NGS
 GE1231
 GE1231                          STATION DESCRIPTION
 GE1231
 GE1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1231'3.9 KM (2.40 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1231'U.S. HIGHWAY 62 IN IMBODEN, NEAR THE CENTER OF A 3 BY 7-FOOT AREA OF
 GE1231'OUTCROPPING BEDROCK, 47.4 M (155.5 FT) SOUTHEAST OF THE CENTER OF A
 GE1231'DRIVEWAY, 13.0 M (42.7 FT) NORTHEAST OF AND LEVEL WITH THE HIGHWAY
 GE1231'CENTERLINE, 6.2 M (20.3 FT) SOUTHWEST OF A FENCE, AND 0.4 M (1.3 FT)
 GE1231'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0161 ***********************************************************************
 GE0161  DESIGNATION -  L 32
 GE0161  PID         -  GE0161
 GE0161  STATE/COUNTY-  AR/GREENE
 GE0161  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0161
 GE0161                         *CURRENT SURVEY CONTROL
 GE0161  ___________________________________________________________________
 GE0161* NAD 83(1986)-  36 03 47.     (N)    090 28 56.     (W)     SCALED    
 GE0161* NAVD 88     -        84.444  (meters)     277.05   (feet)  ADJUSTED  
 GE0161  ___________________________________________________________________
 GE0161  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0161  DYNAMIC HT  -          84.373 (meters)     276.81  (feet)  COMP
 GE0161  MODELED GRAV-     979,794.5   (mgal)                       NAVD 88
 GE0161
 GE0161  VERT ORDER  -  FIRST     CLASS II
 GE0161
 GE0161.The horizontal coordinates were scaled from a topographic map and have
 GE0161.an estimated accuracy of +/- 6 seconds.
 GE0161
 GE0161.The orthometric height was determined by differential leveling
 GE0161.and adjusted by the National Geodetic Survey in June 1991..
 GE0161
 GE0161.The geoid height was determined by GEOID03.
 GE0161
 GE0161.The dynamic height is computed by dividing the NAVD 88
 GE0161.geopotential number by the normal gravity value computed on the
 GE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0161.degrees latitude (g = 980.6199 gals.).
 GE0161
 GE0161.The modeled gravity was interpolated from observed gravity values.
 GE0161
 GE0161;                    North         East    Units  Estimated Accuracy
 GE0161;SPC AR N     -   192,960.      536,730.      MT  (+/- 180 meters Scaled)
 GE0161
 GE0161                          SUPERSEDED SURVEY CONTROL
 GE0161
 GE0161  NGVD 29 (??/??/92)   84.435  (m)          277.02   (f) ADJ UNCH    1 2
 GE0161
 GE0161.Superseded values are not recommended for survey control.
 GE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0161.See file dsdata.txt to determine how the superseded data were derived.
 GE0161
 GE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV267938(NAD 83)
 GE0161_MARKER: DB = BENCH MARK DISK
 GE0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0161_SP_SET: PIER
 GE0161_STAMPING: L 32 1933
 GE0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0161+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 GE0161
 GE0161  HISTORY     - Date     Condition        Report By
 GE0161  HISTORY     - 1933     MONUMENTED       CGS
 GE0161  HISTORY     - 1956     GOOD             NGS
 GE0161  HISTORY     - 20020502 GOOD             USACE
 GE0161
 GE0161                          STATION DESCRIPTION
 GE0161
 GE0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0161'0.6 MI NE FROM PARAGOULD.
 GE0161'ABOUT 0.65 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0161'FROM THE STATION AT PARAGOULD, AT BLYTHVILLE JUNCTION, ABOUT 58
 GE0161'YARDS WEST AND ACROSS TRACK FROM MILE POLE 103, IN THE TOP OF
 GE0161'THE NORTHWEST END OF BRIDGE SEAT OF THE NORTHEAST CONCRETE PIER
 GE0161'OF BRIDGE NO. 103.03 1/2 OVER EIGHT MILE DITCH, 9 1/2 FEET
 GE0161'NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK, 3/4 FEET SOUTHEAST
 GE0161'OF NORTHWEST END OF BRIDGE SEAT, 3/4 FEET SOUTHWEST OF NORTHEAST
 GE0161'EDGE OF BRIDGE SEAT AND ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK.
 GE0161
 GE0161                          STATION RECOVERY (2002)
 GE0161
 GE0161'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0033 ***********************************************************************
 FF0033  DESIGNATION -  L 33
 FF0033  PID         -  FF0033
 FF0033  STATE/COUNTY-  AR/MISSISSIPPI
 FF0033  USGS QUAD   -  DELL (1983)
 FF0033
 FF0033                         *CURRENT SURVEY CONTROL
 FF0033  ___________________________________________________________________
 FF0033* NAD 83(1986)-  35 50 51.     (N)    090 03 23.     (W)     SCALED    
 FF0033* NAVD 88     -        72.986  (meters)     239.45   (feet)  ADJUSTED  
 FF0033  ___________________________________________________________________
 FF0033  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FF0033  DYNAMIC HT  -          72.924 (meters)     239.25  (feet)  COMP
 FF0033  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FF0033
 FF0033  VERT ORDER  -  FIRST     CLASS II
 FF0033
 FF0033.The horizontal coordinates were scaled from a topographic map and have
 FF0033.an estimated accuracy of +/- 6 seconds.
 FF0033
 FF0033.The orthometric height was determined by differential leveling
 FF0033.and adjusted by the National Geodetic Survey in June 1991..
 FF0033
 FF0033.The geoid height was determined by GEOID03.
 FF0033
 FF0033.The dynamic height is computed by dividing the NAVD 88
 FF0033.geopotential number by the normal gravity value computed on the
 FF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0033.degrees latitude (g = 980.6199 gals.).
 FF0033
 FF0033.The modeled gravity was interpolated from observed gravity values.
 FF0033
 FF0033;                    North         East    Units  Estimated Accuracy
 FF0033;SPC AR N     -   169,720.      575,560.      MT  (+/- 180 meters Scaled)
 FF0033
 FF0033                          SUPERSEDED SURVEY CONTROL
 FF0033
 FF0033  NGVD 29 (??/??/??)   72.960  (m)          239.37   (f) ADJUSTED    1 2
 FF0033
 FF0033.Superseded values are not recommended for survey control.
 FF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0033.See file dsdata.txt to determine how the superseded data were derived.
 FF0033
 FF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV658710(NAD 83)
 FF0033_MARKER: DB = BENCH MARK DISK
 FF0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0033_STAMPING: L 33 1933
 FF0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0033+STABILITY: SURFACE MOTION
 FF0033
 FF0033  HISTORY     - Date     Condition        Report By
 FF0033  HISTORY     - 1933     MONUMENTED       CGS
 FF0033  HISTORY     - 1956     GOOD             CGS
 FF0033  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0033  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0033
 FF0033                          STATION DESCRIPTION
 FF0033
 FF0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0033'1 MI SW FROM DELL.
 FF0033'ABOUT 1.05 MILES SOUTHWEST AND WEST ALONG THE ST. LOUIS-SAN
 FF0033'FRANCISCO RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL,
 FF0033'ABOUT 0.3 MILE EAST OF GIN AND WATER TOWER WHICH IS LOCATED IN
 FF0033'RAILROAD TRIANGLE AT WILSON JUNCTION, AT CROSSING OF A PRIVATE
 FF0033'DRIVE, 44 FEET NORTH OF NORTH RAIL, 85 FEET NORTH AND ACROSS
 FF0033'TRACK FROM MILE POLE 248, 54 FEET NORTHEAST OF CENTER OF CROSSING
 FF0033'OF TRACK AND DRIVE NORTH TO A CONCRETE BLOCK TENANT HOUSE, 64
 FF0033'FEET SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE BLOCK HOUSE,
 FF0033'20 FEET EAST-NORTHEAST OF A POWER POLE, 70 FEET WEST-NORTHWEST
 FF0033'OF TELEPHONE POLE NO. 396, IN A CULTIVATED FIELD, ABOUT 2 FEET
 FF0033'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0033'FLUSH WITH GROUND.  NOTE-- THE MARK HAS BEEN HIT BY FARM MACHINERY
 FF0033'IN PLOWING FIELD AND MAY HAVE BEEN DISTURBED.
 FF0033
 FF0033                          STATION RECOVERY (1978)
 FF0033
 FF0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0033'MARK NOT FOUND.
 FF0033
 FF0033                          STATION RECOVERY (1978)
 FF0033
 FF0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0078 ***********************************************************************
 GF0078  DESIGNATION -  L 36
 GF0078  PID         -  GF0078
 GF0078  STATE/COUNTY-  AR/BAXTER
 GF0078  USGS QUAD   -  MIDWAY (1981)
 GF0078
 GF0078                         *CURRENT SURVEY CONTROL
 GF0078  ___________________________________________________________________
 GF0078* NAD 83(1986)-  36 27 08.     (N)    092 27 57.     (W)     SCALED    
 GF0078* NAVD 88     -       306.414  (meters)    1005.29   (feet)  ADJUSTED  
 GF0078  ___________________________________________________________________
 GF0078  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0078  DYNAMIC HT  -         306.155 (meters)    1004.44  (feet)  COMP
 GF0078  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 GF0078
 GF0078  VERT ORDER  -  SECOND    CLASS 0
 GF0078
 GF0078.The horizontal coordinates were scaled from a topographic map and have
 GF0078.an estimated accuracy of +/- 6 seconds.
 GF0078
 GF0078.The orthometric height was determined by differential leveling
 GF0078.and adjusted by the National Geodetic Survey in June 1991..
 GF0078
 GF0078.The geoid height was determined by GEOID03.
 GF0078
 GF0078.The dynamic height is computed by dividing the NAVD 88
 GF0078.geopotential number by the normal gravity value computed on the
 GF0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0078.degrees latitude (g = 980.6199 gals.).
 GF0078
 GF0078.The modeled gravity was interpolated from observed gravity values.
 GF0078
 GF0078;                    North         East    Units  Estimated Accuracy
 GF0078;SPC AR N     -   235,180.      358,240.      MT  (+/- 180 meters Scaled)
 GF0078
 GF0078                          SUPERSEDED SURVEY CONTROL
 GF0078
 GF0078  NGVD 29 (??/??/92)  306.292  (m)         1004.89   (f) ADJ UNCH    2 0
 GF0078
 GF0078.Superseded values are not recommended for survey control.
 GF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0078.See file dsdata.txt to determine how the superseded data were derived.
 GF0078
 GF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA478342(NAD 83)
 GF0078_MARKER: DB = BENCH MARK DISK
 GF0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0078_STAMPING: L-36 1934
 GF0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0078+STABILITY: SURFACE MOTION
 GF0078
 GF0078  HISTORY     - Date     Condition        Report By
 GF0078  HISTORY     - 1934     MONUMENTED       CGS
 GF0078
 GF0078                          STATION DESCRIPTION
 GF0078
 GF0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0078'IN THREE BROTHERS.
 GF0078'AT THE THREE BROTHERS SCHOOL, 61 FEET EAST OF THE SOUTHEAST
 GF0078'CORNER OF THE SCHOOL BUILDING, 52 FEET SOUTHEAST OF CENTERLINE
 GF0078'OF SOUTH DRIVEWAY TO SCHOOL YARD, BETWEEN TWO OAK TREES 1.5
 GF0078'FT. IN DIAMETER AND AT SOUTHEAST CORNER OF SCHOOLYARD.  TABLET
 GF0078'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0128 ***********************************************************************
 GF0128  DESIGNATION -  L 37
 GF0128  PID         -  GF0128
 GF0128  STATE/COUNTY-  AR/MARION
 GF0128  USGS QUAD   -  BRUNO (1967)
 GF0128
 GF0128                         *CURRENT SURVEY CONTROL
 GF0128  ___________________________________________________________________
 GF0128* NAD 83(1986)-  36 14 38.     (N)    092 45 50.     (W)     SCALED    
 GF0128* NAVD 88     -       205.319  (meters)     673.62   (feet)  ADJUSTED  
 GF0128  ___________________________________________________________________
 GF0128  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GF0128  DYNAMIC HT  -         205.137 (meters)     673.02  (feet)  COMP
 GF0128  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 GF0128
 GF0128  VERT ORDER  -  SECOND    CLASS 0
 GF0128
 GF0128.The horizontal coordinates were scaled from a topographic map and have
 GF0128.an estimated accuracy of +/- 6 seconds.
 GF0128
 GF0128.The orthometric height was determined by differential leveling
 GF0128.and adjusted by the National Geodetic Survey in June 1991..
 GF0128
 GF0128.The geoid height was determined by GEOID03.
 GF0128
 GF0128.The dynamic height is computed by dividing the NAVD 88
 GF0128.geopotential number by the normal gravity value computed on the
 GF0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0128.degrees latitude (g = 980.6199 gals.).
 GF0128
 GF0128.The modeled gravity was interpolated from observed gravity values.
 GF0128
 GF0128;                    North         East    Units  Estimated Accuracy
 GF0128;SPC AR N     -   212,230.      331,340.      MT  (+/- 180 meters Scaled)
 GF0128
 GF0128                          SUPERSEDED SURVEY CONTROL
 GF0128
 GF0128  NGVD 29 (??/??/92)  205.200  (m)          673.23   (f) ADJ UNCH    2 0
 GF0128
 GF0128.Superseded values are not recommended for survey control.
 GF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0128.See file dsdata.txt to determine how the superseded data were derived.
 GF0128
 GF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA212110(NAD 83)
 GF0128_MARKER: DB = BENCH MARK DISK
 GF0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0128_STAMPING: L-37 1934
 GF0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0128+STABILITY: SURFACE MOTION
 GF0128
 GF0128  HISTORY     - Date     Condition        Report By
 GF0128  HISTORY     - 1934     MONUMENTED       CGS
 GF0128
 GF0128                          STATION DESCRIPTION
 GF0128
 GF0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0128'5.1 MI SW FROM YELLVILLE.
 GF0128'AT THE TURKEY SIDING, 130 FEET NORTHEAST OF POLE 397-10, 97
 GF0128'FEET NORTH OF SWITCH STAND AT THE SOUTH SIDE OF TRACK, 61 FEET
 GF0128'NORTH OF THE SOUTHEAST CORNER OF STATION, 44.3 FEET NORTHWEST
 GF0128'OF RAILROAD CENTERLINE, 2 FEET SOUTHEAST OF R/W FENCE.  TABLET
 GF0128'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0102 ***********************************************************************
 GF0102  DESIGNATION -  L 38
 GF0102  PID         -  GF0102
 GF0102  STATE/COUNTY-  AR/BAXTER
 GF0102  USGS QUAD   -  GAMALIEL (1965)
 GF0102
 GF0102                         *CURRENT SURVEY CONTROL
 GF0102  ___________________________________________________________________
 GF0102* NAD 83(1997)-  36 23 01.12441(N)    092 10 20.95614(W)     ADJUSTED  
 GF0102* NAVD 88     -       280.267  (meters)     919.51   (feet)  ADJUSTED  
 GF0102  ___________________________________________________________________
 GF0102  X           -    -194,887.363 (meters)                     COMP
 GF0102  Y           -  -5,137,369.028 (meters)                     COMP
 GF0102  Z           -   3,762,697.165 (meters)                     COMP
 GF0102  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GF0102  ELLIP HEIGHT-         251.89  (meters)          (09/24/01) GPS OBS
 GF0102  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0102  DYNAMIC HT  -         280.033 (meters)     918.74  (feet)  COMP
 GF0102  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GF0102
 GF0102  HORZ ORDER  -  FIRST
 GF0102  VERT ORDER  -  SECOND    CLASS 0
 GF0102  ELLP ORDER  -  FOURTH    CLASS II
 GF0102
 GF0102.The horizontal coordinates were established by GPS observations
 GF0102.and adjusted by the National Geodetic Survey in September 1999..
 GF0102
 GF0102.The orthometric height was determined by differential leveling
 GF0102.and adjusted by the National Geodetic Survey in June 1991..
 GF0102
 GF0102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0102
 GF0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0102
 GF0102.The ellipsoidal height was determined by GPS observations
 GF0102.and is referenced to NAD 83.
 GF0102
 GF0102.The geoid height was determined by GEOID03.
 GF0102
 GF0102.The dynamic height is computed by dividing the NAVD 88
 GF0102.geopotential number by the normal gravity value computed on the
 GF0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0102.degrees latitude (g = 980.6199 gals.).
 GF0102
 GF0102.The modeled gravity was interpolated from observed gravity values.
 GF0102
 GF0102;                    North         East     Units Scale Factor Converg.
 GF0102;SPC AR N     -   227,489.189   384,523.032   MT  1.00003317   -0 06 01.3
 GF0102;SPC AR N     -   746,354.11  1,261,555.98   sFT  1.00003317   -0 06 01.3
 GF0102;UTM  15      - 4,026,819.676   574,219.569   MT  0.99966787   +0 29 27.2
 GF0102
 GF0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0102!SPC AR N     -   0.99996047  x   1.00003317  =   0.99999364
 GF0102!UTM  15      -   0.99996047  x   0.99966787  =   0.99962835
 GF0102
 GF0102                          SUPERSEDED SURVEY CONTROL
 GF0102
 GF0102  ELLIP H (09/14/99)  251.93   (m)                       GP(       ) 4 1
 GF0102  NAD 83(1986)-  36 23 01.13822(N)    092 10 20.95957(W) AD(       ) 1
 GF0102  NGVD 29 (??/??/92)  280.157  (m)          919.15   (f) ADJ UNCH    2 0
 GF0102
 GF0102.Superseded values are not recommended for survey control.
 GF0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0102.See file dsdata.txt to determine how the superseded data were derived.
 GF0102
 GF0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7422026820(NAD 83)
 GF0102_MARKER: DB = BENCH MARK DISK
 GF0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0102_SP_SET: CONCRETE POST
 GF0102_STAMPING: L-38 1934
 GF0102_MARK LOGO: CGS   
 GF0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0102+STABILITY: SURFACE MOTION
 GF0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0102+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 GF0102
 GF0102  HISTORY     - Date     Condition        Report By
 GF0102  HISTORY     - 1934     MONUMENTED       CGS
 GF0102  HISTORY     - 1964     GOOD             USGS
 GF0102  HISTORY     - 19900402 GOOD             NGS
 GF0102  HISTORY     - 19910212 GOOD
 GF0102
 GF0102                          STATION DESCRIPTION
 GF0102
 GF0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0102'5.6 MI E FROM HENDERSON.
 GF0102'ABOUT 1.1 MILE WEST OF COUNTY LINE, ABOUT 0.25 MILE WEST OF FENCE
 GF0102'CORNER AT CURVE AND ON THE SOUTH SIDE OF HIGHWAY, ABOUT 495 FEET
 GF0102'WEST OF CORNER OF RAIL FENCE AT NORTH SIDE OF HIGHWAY, ABOUT
 GF0102'300 FEET WEST OF EAST END OF CURVE, 39 FEET SOUTH OF HIGHWAY
 GF0102'CENTERLINE.
 GF0102
 GF0102                          STATION RECOVERY (1964)
 GF0102
 GF0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GF0102'RECOVERED IN GOOD CONDITION.
 GF0102
 GF0102                          STATION RECOVERY (1990)
 GF0102
 GF0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GF0102'STATION IS LOCATED ABOUT 19.7 KM (12.2 MI) NORTHEAST OF MOUNTAIN HOME,
 GF0102'18.8 KM (11.7 MI) WEST OF VIOLA, AND 15.4 KM (9.6 MI)  SOUTH OF
 GF0102'BAKERSVILLE MO.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION
 GF0102'DEPARTMENT.
 GF0102'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN MOUNTAIN HOME, GO
 GF0102'NORTHEASTERLY ON U.S.HIGHWAYS 62 AND 412 FOR 21.52 KM (13.37 MI) TO
 GF0102'THE STATION ON THE RIGHT.  IN THE NORTHWEST CORNER OF THE
 GF0102'CUSTER-HERRON CEMETERY.
 GF0102'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---L 38 1934---. SET
 GF0102'IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT PROJECTS 10-CM ABOVE
 GF0102'THE GROUND.  IT IS 90.3 M (296.3 FT) WEST OF THE CENTER OF THE MAIN
 GF0102'ENTRANCE ROAD TO THE CEMETERY, 11.0 M (36.1 FT) SOUTH OF THE
 GF0102'CENTERLINE OF U.S.HIGHWAY 62 AND 412, 9.8 M (32.2 FT) EAST OF THE
 GF0102'CENTER OF A GRAVELED DRIVEWAY LEADING SOUTH TO A METAL BUILDING, 7.5
 GF0102'M (24.6 FT) EAST-NORTHEAST OF THE NORTH END OF A FENCE, 1.4 M
 GF0102'(4.6 FT) WEST OF A CARSONITE WITNESS POST, AND 0.3 M (1.0 FT) SOUTH
 GF0102'OF A METAL WITNESS POST.
 GF0102'DESCRIBED BY E.J.HANSMANN, CHECKED BY R.D.BALL
 GF0102
 GF0102                          STATION RECOVERY (1991)
 GF0102
 GF0102'RECOVERED 1991
 GF0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0063 ***********************************************************************
 GF0063  DESIGNATION -  L 39
 GF0063  PID         -  GF0063
 GF0063  STATE/COUNTY-  AR/IZARD
 GF0063  USGS QUAD   -  CALICO ROCK (1964)
 GF0063
 GF0063                         *CURRENT SURVEY CONTROL
 GF0063  ___________________________________________________________________
 GF0063* NAD 83(1986)-  36 07 29.     (N)    092 11 22.     (W)     SCALED    
 GF0063* NAVD 88     -       114.548  (meters)     375.81   (feet)  ADJUSTED  
 GF0063  ___________________________________________________________________
 GF0063  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GF0063  DYNAMIC HT  -         114.451 (meters)     375.49  (feet)  COMP
 GF0063  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GF0063
 GF0063  VERT ORDER  -  SECOND    CLASS 0
 GF0063
 GF0063.The horizontal coordinates were scaled from a topographic map and have
 GF0063.an estimated accuracy of +/- 6 seconds.
 GF0063
 GF0063.The orthometric height was determined by differential leveling
 GF0063.and adjusted by the National Geodetic Survey in June 1991..
 GF0063
 GF0063.The geoid height was determined by GEOID03.
 GF0063
 GF0063.The dynamic height is computed by dividing the NAVD 88
 GF0063.geopotential number by the normal gravity value computed on the
 GF0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0063.degrees latitude (g = 980.6199 gals.).
 GF0063
 GF0063.The modeled gravity was interpolated from observed gravity values.
 GF0063
 GF0063;                    North         East    Units  Estimated Accuracy
 GF0063;SPC AR N     -   198,760.      382,950.      MT  (+/- 180 meters Scaled)
 GF0063
 GF0063                          SUPERSEDED SURVEY CONTROL
 GF0063
 GF0063  NGVD 29 (??/??/92)  114.446  (m)          375.48   (f) ADJ UNCH    2 0
 GF0063
 GF0063.Superseded values are not recommended for survey control.
 GF0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0063.See file dsdata.txt to determine how the superseded data were derived.
 GF0063
 GF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV729980(NAD 83)
 GF0063_MARKER: DB = BENCH MARK DISK
 GF0063_SETTING: 66 = SET IN ROCK OUTCROP
 GF0063_SP_SET: ROCK OUTCROP
 GF0063_STAMPING: L-39 1934
 GF0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0063+STABILITY: POSITION/ELEVATION WELL
 GF0063
 GF0063  HISTORY     - Date     Condition        Report By
 GF0063  HISTORY     - 1934     MONUMENTED       CGS
 GF0063
 GF0063                          STATION DESCRIPTION
 GF0063
 GF0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0063'4 MI NW FROM CALICO ROCK.
 GF0063'50 FEET SOUTH OF POLE 345-12, 9 FEET EAST OF THE RAILROAD
 GF0063'CENTERLINE, 2 FEET ABOVE THE TOP OF RAILS.  TABLET SET IN TOP
 GF0063'OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0107 ***********************************************************************
 FF0107  DESIGNATION -  L 4
 FF0107  PID         -  FF0107
 FF0107  STATE/COUNTY-  AR/POINSETT
 FF0107  USGS QUAD   -  TYRONZA (1974)
 FF0107
 FF0107                         *CURRENT SURVEY CONTROL
 FF0107  ___________________________________________________________________
 FF0107* NAD 83(1986)-  35 29 42.     (N)    090 21 49.     (W)     SCALED    
 FF0107* NAVD 88     -        67.456  (meters)     221.31   (feet)  ADJUSTED  
 FF0107  ___________________________________________________________________
 FF0107  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF0107  DYNAMIC HT  -          67.397 (meters)     221.12  (feet)  COMP
 FF0107  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 FF0107
 FF0107  VERT ORDER  -  FIRST     CLASS II
 FF0107
 FF0107.The horizontal coordinates were scaled from a topographic map and have
 FF0107.an estimated accuracy of +/- 6 seconds.
 FF0107
 FF0107.The orthometric height was determined by differential leveling
 FF0107.and adjusted by the National Geodetic Survey in June 1991..
 FF0107.WARNING-Repeat measurements at this control monument indicate possible
 FF0107.vertical movement.
 FF0107
 FF0107.The geoid height was determined by GEOID03.
 FF0107
 FF0107.The dynamic height is computed by dividing the NAVD 88
 FF0107.geopotential number by the normal gravity value computed on the
 FF0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0107.degrees latitude (g = 980.6199 gals.).
 FF0107
 FF0107.The modeled gravity was interpolated from observed gravity values.
 FF0107
 FF0107;                    North         East    Units  Estimated Accuracy
 FF0107;SPC AR N     -   130,110.      548,460.      MT  (+/- 180 meters Scaled)
 FF0107
 FF0107                          SUPERSEDED SURVEY CONTROL
 FF0107
 FF0107  NGVD 29 (??/??/??)   67.396  (m)          221.12   (f) ADJUSTED    1 2
 FF0107
 FF0107.Superseded values are not recommended for survey control.
 FF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0107.See file dsdata.txt to determine how the superseded data were derived.
 FF0107
 FF0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV391311(NAD 83)
 FF0107_MARKER: DB = BENCH MARK DISK
 FF0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0107_STAMPING: 221.138 L 4 1928
 FF0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0107+STABILITY: SURFACE MOTION
 FF0107
 FF0107  HISTORY     - Date     Condition        Report By
 FF0107  HISTORY     - 1928     MONUMENTED       CGS
 FF0107  HISTORY     - 1956     GOOD             CGS
 FF0107  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0107
 FF0107                          STATION DESCRIPTION
 FF0107
 FF0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0107'0.4 MI NW FROM TYRONZA.
 FF0107'0.4 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0107'FROM THE STATION AT TYRONZA, 41 1/2 FEET NORTHEAST OF NORTHEAST
 FF0107'RAIL, 17 FEET EAST OF TELEPHONE MILEAGE POLE NO. 451/20, 2.2 FEET
 FF0107'NORTHEAST OF A WIRE FENCE AND INSIDE A PASTURE, AT RIGHT ANGLE
 FF0107'ACROSS RAILROAD AND OLD HIGHWAY 63 FROM A FARM HOUSE, 3 FEET
 FF0107'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 10 FEET BELOW
 FF0107'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0107'5 INCHES.
 FF0107
 FF0107                          STATION RECOVERY (1974)
 FF0107
 FF0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0594 ***********************************************************************
 GE0594  DESIGNATION -  L 40
 GE0594  PID         -  GE0594
 GE0594  STATE/COUNTY-  AR/FULTON
 GE0594  USGS QUAD   -  AGNOS (1981)
 GE0594
 GE0594                         *CURRENT SURVEY CONTROL
 GE0594  ___________________________________________________________________
 GE0594* NAD 83(1986)-  36 15 47.     (N)    091 38 17.     (W)     SCALED    
 GE0594* NAVD 88     -       233.042  (meters)     764.57   (feet)  ADJUSTED  
 GE0594  ___________________________________________________________________
 GE0594  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0594  DYNAMIC HT  -         232.846 (meters)     763.93  (feet)  COMP
 GE0594  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GE0594
 GE0594  VERT ORDER  -  SECOND    CLASS 0
 GE0594
 GE0594.The horizontal coordinates were scaled from a topographic map and have
 GE0594.an estimated accuracy of +/- 6 seconds.
 GE0594
 GE0594.The orthometric height was determined by differential leveling
 GE0594.and adjusted by the National Geodetic Survey in June 1991..
 GE0594
 GE0594.The geoid height was determined by GEOID03.
 GE0594
 GE0594.The dynamic height is computed by dividing the NAVD 88
 GE0594.geopotential number by the normal gravity value computed on the
 GE0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0594.degrees latitude (g = 980.6199 gals.).
 GE0594
 GE0594.The modeled gravity was interpolated from observed gravity values.
 GE0594
 GE0594;                    North         East    Units  Estimated Accuracy
 GE0594;SPC AR N     -   214,150.      432,530.      MT  (+/- 180 meters Scaled)
 GE0594
 GE0594                          SUPERSEDED SURVEY CONTROL
 GE0594
 GE0594  NGVD 29 (??/??/92)  232.931  (m)          764.21   (f) ADJ UNCH    2 0
 GE0594
 GE0594.Superseded values are not recommended for survey control.
 GE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0594.See file dsdata.txt to determine how the superseded data were derived.
 GE0594
 GE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA223139(NAD 83)
 GE0594_MARKER: DB = BENCH MARK DISK
 GE0594_SETTING: 0 = UNSPECIFIED SETTING
 GE0594_STAMPING: L 40 1934
 GE0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0594
 GE0594  HISTORY     - Date     Condition        Report By
 GE0594  HISTORY     - 1934     MONUMENTED       CGS
 GE0594  HISTORY     - 1955     MARK NOT FOUND   NGS
 GE0594
 GE0594                          STATION DESCRIPTION
 GE0594
 GE0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0594'4.7 MI NW FROM ASH FLAT.
 GE0594'IN FULTON COUNTY, 4.7 MILES NORTHWEST OF ASH FLAT, SHARP COUNTY.
 GE0594'THIS BENCH MARK MAY BE REACHED FROM THE HIGH SCHOOL BY GOING
 GE0594'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11, THENCE 3.3 MILES
 GE0594'NORTHWEST ALONG U.S. HIGHWAY 62.  IT IS AT THE JUNCTION OF A
 GE0594'DIM ROAD LEADING NORTH TO THE MOORE FARMHOUSE IN 1934, 64 FEET
 GE0594'WEST OF AN OAK TREE AT A FENCE CORNER ON THE NORTH SIDE OF A
 GE0594'CURVE, 45.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 GE0594'NORTH OF THE MOORE MAILBOX, 27.5 FEET WEST OF THE CENTER OF A
 GE0594'GATE, AND 1 FOOT SOUTH OF THE PROPERTY LINE FENCE.  A STANDARD
 GE0594'DISK, STAMPED L 40 1934.
 GE0594
 GE0594                          STATION RECOVERY (1955)
 GE0594
 GE0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GE0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0299 ***********************************************************************
 GE0299  DESIGNATION -  L 41
 GE0299  PID         -  GE0299
 GE0299  STATE/COUNTY-  AR/RANDOLPH
 GE0299  USGS QUAD   -  POCAHONTAS (1981)
 GE0299
 GE0299                         *CURRENT SURVEY CONTROL
 GE0299  ___________________________________________________________________
 GE0299* NAD 83(1986)-  36 21 21.     (N)    090 55 59.     (W)     SCALED    
 GE0299* NAVD 88     -       100.627  (meters)     330.14   (feet)  ADJUSTED  
 GE0299  ___________________________________________________________________
 GE0299  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GE0299  DYNAMIC HT  -         100.546 (meters)     329.87  (feet)  COMP
 GE0299  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 GE0299
 GE0299  VERT ORDER  -  SECOND    CLASS 0
 GE0299
 GE0299.The horizontal coordinates were scaled from a topographic map and have
 GE0299.an estimated accuracy of +/- 6 seconds.
 GE0299
 GE0299.The orthometric height was determined by differential leveling
 GE0299.and adjusted by the National Geodetic Survey in June 1991..
 GE0299
 GE0299.The geoid height was determined by GEOID03.
 GE0299
 GE0299.The dynamic height is computed by dividing the NAVD 88
 GE0299.geopotential number by the normal gravity value computed on the
 GE0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0299.degrees latitude (g = 980.6199 gals.).
 GE0299
 GE0299.The modeled gravity was interpolated from observed gravity values.
 GE0299
 GE0299;                    North         East    Units  Estimated Accuracy
 GE0299;SPC AR N     -   224,910.      495,770.      MT  (+/- 180 meters Scaled)
 GE0299
 GE0299                          SUPERSEDED SURVEY CONTROL
 GE0299
 GE0299  NGVD 29 (??/??/92)  100.559  (m)          329.92   (f) ADJ UNCH    2 0
 GE0299
 GE0299.Superseded values are not recommended for survey control.
 GE0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0299.See file dsdata.txt to determine how the superseded data were derived.
 GE0299
 GE0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA854254(NAD 83)
 GE0299_MARKER: DB = BENCH MARK DISK
 GE0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0299_STAMPING: L 41 1934
 GE0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0299+STABILITY: SURFACE MOTION
 GE0299
 GE0299  HISTORY     - Date     Condition        Report By
 GE0299  HISTORY     - 1934     MONUMENTED       CGS
 GE0299  HISTORY     - 1966     GOOD             NGS
 GE0299  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0299
 GE0299                          STATION DESCRIPTION
 GE0299
 GE0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GE0299'5.2 MI S FROM MAYNARD.
 GE0299'5.2 MILES SOUTH ALONG STATE HIGHWAY 115 FROM THE POST OFFICE AT
 GE0299'MAYNARD, RANDOLPH COUNTY, AT THE DOKE SCHOOL DISTRICT 23, 63.3
 GE0299'FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING, 68 FEET SOUTH
 GE0299'OF THE SOUTHEAST CORNER OF THE EAST HEAD WALL OF 24-INCH BY
 GE0299'30-FOOT CULVERT 609+47, AND 45 FEET SOUTHEAST OF THE CENTERLINE
 GE0299'OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 41 1934 AND SET IN
 GE0299'THE TOP OF A CONCRETE POST.
 GE0299
 GE0299                          STATION RECOVERY (2002)
 GE0299
 GE0299'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1550 ***********************************************************************
 FF1550  DESIGNATION -  L 42
 FF1550  PID         -  FF1550
 FF1550  STATE/COUNTY-  AR/CLEBURNE
 FF1550  USGS QUAD   -  CONCORD (1973)
 FF1550
 FF1550                         *CURRENT SURVEY CONTROL
 FF1550  ___________________________________________________________________
 FF1550* NAD 83(1986)-  35 40 31.     (N)    091 49 18.     (W)     SCALED    
 FF1550* NAVD 88     -       326.901  (meters)    1072.51   (feet)  ADJUSTED  
 FF1550  ___________________________________________________________________
 FF1550  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF1550  DYNAMIC HT  -         326.605 (meters)    1071.54  (feet)  COMP
 FF1550  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 FF1550
 FF1550  VERT ORDER  -  SECOND    CLASS 0
 FF1550
 FF1550.The horizontal coordinates were scaled from a topographic map and have
 FF1550.an estimated accuracy of +/- 6 seconds.
 FF1550
 FF1550.The orthometric height was determined by differential leveling
 FF1550.and adjusted by the National Geodetic Survey in June 1991..
 FF1550
 FF1550.The geoid height was determined by GEOID03.
 FF1550
 FF1550.The dynamic height is computed by dividing the NAVD 88
 FF1550.geopotential number by the normal gravity value computed on the
 FF1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1550.degrees latitude (g = 980.6199 gals.).
 FF1550
 FF1550.The modeled gravity was interpolated from observed gravity values.
 FF1550
 FF1550;                    North         East    Units  Estimated Accuracy
 FF1550;SPC AR N     -   148,890.      416,140.      MT  (+/- 180 meters Scaled)
 FF1550
 FF1550                          SUPERSEDED SURVEY CONTROL
 FF1550
 FF1550  NGVD 29 (??/??/??)  326.822  (m)         1072.25   (f) ADJUSTED    2 0
 FF1550
 FF1550.Superseded values are not recommended for survey control.
 FF1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1550.See file dsdata.txt to determine how the superseded data were derived.
 FF1550
 FF1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV066485(NAD 83)
 FF1550_MARKER: DB = BENCH MARK DISK
 FF1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1550_STAMPING: L 42 1935
 FF1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1550+STABILITY: SURFACE MOTION
 FF1550
 FF1550  HISTORY     - Date     Condition        Report By
 FF1550  HISTORY     - 1935     MONUMENTED       CGS
 FF1550  HISTORY     - 1951     GOOD             CGS
 FF1550
 FF1550                          STATION DESCRIPTION
 FF1550
 FF1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FF1550'6.8 MI SW FROM LOCUST GROVE.
 FF1550'IN CLEBURNE COUNTY, 6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 25
 FF1550'FROM THE POST OFFICE AT LOCUST GROVE, INDEPENDENCE COUNTY, 300
 FF1550'FEET SOUTHWEST OF THE W.I. RUDOLPH RESIDENCE, 70 FEET WEST OF THE
 FF1550'CENTERLINE OF A FARM DRIVEWAY, 43 FEET NORTHWEST OF THE CENTERLINE
 FF1550'OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE PROPERTY-LINE FENCE.  A
 FF1550'STANDARD DISK, STAMPED L 42 1935 AND SET IN THE TOP OF A CONCRETE
 FF1550'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1305 ***********************************************************************
 FG1305  DESIGNATION -  L 45
 FG1305  PID         -  FG1305
 FG1305  STATE/COUNTY-  AR/LOGAN
 FG1305  USGS QUAD   -  BOONEVILLE (1983)
 FG1305
 FG1305                         *CURRENT SURVEY CONTROL
 FG1305  ___________________________________________________________________
 FG1305* NAD 83(1986)-  35 11 39.     (N)    093 55 29.     (W)     SCALED    
 FG1305* NAVD 88     -       176.361  (meters)     578.61   (feet)  ADJUSTED  
 FG1305  ___________________________________________________________________
 FG1305  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FG1305  DYNAMIC HT  -         176.191 (meters)     578.05  (feet)  COMP
 FG1305  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 FG1305
 FG1305  VERT ORDER  -  SECOND    CLASS 0
 FG1305
 FG1305.The horizontal coordinates were scaled from a topographic map and have
 FG1305.an estimated accuracy of +/- 6 seconds.
 FG1305
 FG1305.The orthometric height was determined by differential leveling
 FG1305.and adjusted by the National Geodetic Survey in June 1991..
 FG1305
 FG1305.The geoid height was determined by GEOID03.
 FG1305
 FG1305.The dynamic height is computed by dividing the NAVD 88
 FG1305.geopotential number by the normal gravity value computed on the
 FG1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1305.degrees latitude (g = 980.6199 gals.).
 FG1305
 FG1305.The modeled gravity was interpolated from observed gravity values.
 FG1305
 FG1305;                    North         East    Units  Estimated Accuracy
 FG1305;SPC AR N     -    97,220.      224,730.      MT  (+/- 180 meters Scaled)
 FG1305
 FG1305                          SUPERSEDED SURVEY CONTROL
 FG1305
 FG1305  NGVD 29 (??/??/92)  176.289  (m)          578.37   (f) ADJ UNCH    2 0
 FG1305
 FG1305.Superseded values are not recommended for survey control.
 FG1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1305.See file dsdata.txt to determine how the superseded data were derived.
 FG1305
 FG1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU158949(NAD 83)
 FG1305_MARKER: DB = BENCH MARK DISK
 FG1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1305_STAMPING: L 45 1934
 FG1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1305+STABILITY: SURFACE MOTION
 FG1305
 FG1305  HISTORY     - Date     Condition        Report By
 FG1305  HISTORY     - 1934     MONUMENTED       CGS
 FG1305  HISTORY     - 1959     GOOD             NGS
 FG1305
 FG1305                          STATION DESCRIPTION
 FG1305
 FG1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1305'4.8 MI N FROM BOONEVILLE.
 FG1305'MARK WAS RECOVERED ABOUT 4.5 MILES NORTH ALONG HIGHWAY 23 FROM THE
 FG1305'CENTER OF BOONEVILLE, 46.8 FEET WEST OF THE CENTER OF HIGHWAY, IN THE
 FG1305'EAST SIDE OF A SMALL ORCHARD, TO NORTHEAST OF A SMALL HOUSE WITH A
 FG1305'GREEN ROOF AND ABOUT 15 FEET WEST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0052 ***********************************************************************
 FG0052  DESIGNATION -  L 48
 FG0052  PID         -  FG0052
 FG0052  STATE/COUNTY-  AR/VAN BUREN
 FG0052  USGS QUAD   -  CLINTON (1981)
 FG0052
 FG0052                         *CURRENT SURVEY CONTROL
 FG0052  ___________________________________________________________________
 FG0052* NAD 83(1986)-  35 35 59.     (N)    092 26 40.     (W)     SCALED    
 FG0052* NAVD 88     -       170.917  (meters)     560.75   (feet)  ADJUSTED  
 FG0052  ___________________________________________________________________
 FG0052  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG0052  DYNAMIC HT  -         170.762 (meters)     560.24  (feet)  COMP
 FG0052  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 FG0052
 FG0052  VERT ORDER  -  SECOND    CLASS 0
 FG0052
 FG0052.The horizontal coordinates were scaled from a topographic map and have
 FG0052.an estimated accuracy of +/- 6 seconds.
 FG0052
 FG0052.The orthometric height was determined by differential leveling
 FG0052.and adjusted by the National Geodetic Survey in June 1991..
 FG0052
 FG0052.The geoid height was determined by GEOID03.
 FG0052
 FG0052.The dynamic height is computed by dividing the NAVD 88
 FG0052.geopotential number by the normal gravity value computed on the
 FG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0052.degrees latitude (g = 980.6199 gals.).
 FG0052
 FG0052.The modeled gravity was interpolated from observed gravity values.
 FG0052
 FG0052;                    North         East    Units  Estimated Accuracy
 FG0052;SPC AR N     -   140,590.      359,730.      MT  (+/- 180 meters Scaled)
 FG0052
 FG0052                          SUPERSEDED SURVEY CONTROL
 FG0052
 FG0052  NGVD 29 (??/??/92)  170.835  (m)          560.48   (f) ADJ UNCH    2 0
 FG0052
 FG0052.Superseded values are not recommended for survey control.
 FG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0052.See file dsdata.txt to determine how the superseded data were derived.
 FG0052
 FG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV503396(NAD 83)
 FG0052_MARKER: DB = BENCH MARK DISK
 FG0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0052_STAMPING: L-48 1934
 FG0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0052+STABILITY: SURFACE MOTION
 FG0052
 FG0052  HISTORY     - Date     Condition        Report By
 FG0052  HISTORY     - 1934     MONUMENTED       CGS
 FG0052  HISTORY     - 1935     GOOD             NGS
 FG0052  HISTORY     - 1941     MARK NOT FOUND   ARHD
 FG0052
 FG0052                          STATION DESCRIPTION
 FG0052
 FG0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0052'1.8 MI E FROM CLINTON.
 FG0052'1.8 MILES EAST OF CLINTON FROM JUNCTION OF U. S. HIGHWAY NO. 65 AND
 FG0052'STATE HIGHWAY NO. 95, ALONG STATE HIGHWAY NO. 9.  POST SET AT WEST END
 FG0052'OF LONG WINDING HILL AT CURVE IN ROAD.  64.8 FEET EAST OF EAST END OF
 FG0052'WOODEN GATE.  50.0 FEET NORTH OF CENTERLINE OF STATE HIGHWAY NO. 9.
 FG0052'24.6 FEET NORTHWEST OF 24 INCH IN DIAMETER PINE TREE.  24.6 FEET
 FG0052'NORTHEAST OF 6 INCH IN DIAMETER WHITE OAK TREE.  1.5 FEET SOUTH OF
 FG0052'BOARD FENCE PARALLELING HIGHWAY.  STANDARD TABLET SET IN PRECAST
 FG0052'CONCRETE POST.
 FG0052
 FG0052                          STATION RECOVERY (1941)
 FG0052
 FG0052'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1941
 FG0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0354 ***********************************************************************
 FG0354  DESIGNATION -  L 49
 FG0354  PID         -  FG0354
 FG0354  STATE/COUNTY-  AR/CONWAY
 FG0354  USGS QUAD   -  MORRILTON EAST (1990)
 FG0354
 FG0354                         *CURRENT SURVEY CONTROL
 FG0354  ___________________________________________________________________
 FG0354* NAD 83(1986)-  35 09 47.     (N)    092 44 41.     (W)     SCALED    
 FG0354* NAVD 88     -       106.749  (meters)     350.23   (feet)  ADJUSTED  
 FG0354  ___________________________________________________________________
 FG0354  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FG0354  DYNAMIC HT  -         106.649 (meters)     349.90  (feet)  COMP
 FG0354  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 FG0354
 FG0354  VERT ORDER  -  SECOND    CLASS 0
 FG0354
 FG0354.The horizontal coordinates were scaled from a topographic map and have
 FG0354.an estimated accuracy of +/- 6 seconds.
 FG0354
 FG0354.The orthometric height was determined by differential leveling
 FG0354.and adjusted by the National Geodetic Survey in June 1991..
 FG0354
 FG0354.The geoid height was determined by GEOID03.
 FG0354
 FG0354.The dynamic height is computed by dividing the NAVD 88
 FG0354.geopotential number by the normal gravity value computed on the
 FG0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0354.degrees latitude (g = 980.6199 gals.).
 FG0354
 FG0354.The modeled gravity was interpolated from observed gravity values.
 FG0354
 FG0354;                    North         East    Units  Estimated Accuracy
 FG0354;SPC AR N     -    92,310.      332,150.      MT  (+/- 180 meters Scaled)
 FG0354
 FG0354                          SUPERSEDED SURVEY CONTROL
 FG0354
 FG0354  NGVD 29 (??/??/92)  106.774  (m)          350.31   (f) ADJ UNCH    2 0
 FG0354
 FG0354.Superseded values are not recommended for survey control.
 FG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0354.See file dsdata.txt to determine how the superseded data were derived.
 FG0354
 FG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU232911(NAD 83)
 FG0354_MARKER: DB = BENCH MARK DISK
 FG0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0354_STAMPING: L 49 1934
 FG0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0354+STABILITY: SURFACE MOTION
 FG0354
 FG0354  HISTORY     - Date     Condition        Report By
 FG0354  HISTORY     - 1934     MONUMENTED       CGS
 FG0354  HISTORY     - 1959     GOOD             NGS
 FG0354  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0354
 FG0354                          STATION DESCRIPTION
 FG0354
 FG0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0354'0.7 MI N FROM MORRILTON.
 FG0354'MORRILTON, 0.7 MI N OF ALONG STATE HIGHWAY 95 FROM JCT. WITH US
 FG0354'HIGHWAY 65.  NEAR CENTER OF SEC. 18, T. 6 N., R 16 W.  48 FT. N. AND
 FG0354'36 FT. E. FROM INTERSECTION OF OAK AND HARDING STS.  15 FT. W. AND
 FG0354'14.5 FT. E. OF COR. OF A STONE WALL.  IN A CONCRETE POST, A USC AND GS
 FG0354'STD. TABLET STAMPED L 49 1934 SET IN THE SE CORNER OF GROUNDS OF THE
 FG0354'SOUTHERN CHRISTIAN HOME FOR CHILDREN.
 FG0354
 FG0354                          STATION RECOVERY (1984)
 FG0354
 FG0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0354'NOT RECOVERED, PROBABLY LANDSCAPED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0476 ***********************************************************************
 GF0476  DESIGNATION -  L 51
 GF0476  PID         -  GF0476
 GF0476  STATE/COUNTY-  AR/MADISON
 GF0476  USGS QUAD   -  HUNTSVILLE (1973)
 GF0476
 GF0476                         *CURRENT SURVEY CONTROL
 GF0476  ___________________________________________________________________
 GF0476* NAD 83(1986)-  36 03 32.     (N)    093 43 37.     (W)     SCALED    
 GF0476* NAVD 88     -       482.287  (meters)    1582.30   (feet)  ADJUSTED  
 GF0476  ___________________________________________________________________
 GF0476  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GF0476  DYNAMIC HT  -         481.840 (meters)    1580.84  (feet)  COMP
 GF0476  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 GF0476
 GF0476  VERT ORDER  -  SECOND    CLASS 0
 GF0476
 GF0476.The horizontal coordinates were scaled from a topographic map and have
 GF0476.an estimated accuracy of +/- 6 seconds.
 GF0476
 GF0476.The orthometric height was determined by differential leveling
 GF0476.and adjusted by the National Geodetic Survey in June 1991..
 GF0476
 GF0476.The geoid height was determined by GEOID03.
 GF0476
 GF0476.The dynamic height is computed by dividing the NAVD 88
 GF0476.geopotential number by the normal gravity value computed on the
 GF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0476.degrees latitude (g = 980.6199 gals.).
 GF0476
 GF0476.The modeled gravity was interpolated from observed gravity values.
 GF0476
 GF0476;                    North         East    Units  Estimated Accuracy
 GF0476;SPC AR N     -   192,800.      244,420.      MT  (+/- 180 meters Scaled)
 GF0476
 GF0476                          SUPERSEDED SURVEY CONTROL
 GF0476
 GF0476  NGVD 29 (??/??/92)  482.152  (m)         1581.86   (f) ADJ UNCH    2 0
 GF0476
 GF0476.Superseded values are not recommended for survey control.
 GF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0476.See file dsdata.txt to determine how the superseded data were derived.
 GF0476
 GF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV345907(NAD 83)
 GF0476_MARKER: DB = BENCH MARK DISK
 GF0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0476_STAMPING: L 51 1934
 GF0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0476+STABILITY: SURFACE MOTION
 GF0476
 GF0476  HISTORY     - Date     Condition        Report By
 GF0476  HISTORY     - 1934     MONUMENTED       CGS
 GF0476  HISTORY     - 1956     MARK NOT FOUND   NGS
 GF0476  HISTORY     - 1973     MARK NOT FOUND   USGS
 GF0476
 GF0476                          STATION DESCRIPTION
 GF0476
 GF0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GF0476'2 MI S FROM HUNTSVILLE.
 GF0476'ABOUT 2 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE
 GF0476'AT HUNTSVILLE, MADISON COUNTY, AT THE SUMMIT OVER A HILL, 750
 GF0476'FEET NORTH OF A DIRT ROAD LEADING WEST, 30 FEET WEST OF THE
 GF0476'CENTERLINE OF THE HIGHWAY, 5 FEET NORTH OF A POLE, AND 1.4 FEET
 GF0476'EAST OF THE FENCE LINE.  A STANDARD DISK, STAMPED L 51 1934 AND
 GF0476'SET IN THE TOP OF A CONCRETE POST.
 GF0476
 GF0476                          STATION RECOVERY (1973)
 GF0476
 GF0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GF0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1324 ***********************************************************************
 FG1324  DESIGNATION -  L 52
 FG1324  PID         -  FG1324
 FG1324  STATE/COUNTY-  AR/MADISON
 FG1324  USGS QUAD   -  DURHAM (1973)
 FG1324
 FG1324                         *CURRENT SURVEY CONTROL
 FG1324  ___________________________________________________________________
 FG1324* NAD 83(1986)-  35 54 11.     (N)    093 55 51.     (W)     SCALED    
 FG1324* NAVD 88     -       397.314  (meters)    1303.52   (feet)  ADJUSTED  
 FG1324  ___________________________________________________________________
 FG1324  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG1324  DYNAMIC HT  -         396.947 (meters)    1302.32  (feet)  COMP
 FG1324  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FG1324
 FG1324  VERT ORDER  -  SECOND    CLASS 0
 FG1324
 FG1324.The horizontal coordinates were scaled from a topographic map and have
 FG1324.an estimated accuracy of +/- 6 seconds.
 FG1324
 FG1324.The orthometric height was determined by differential leveling
 FG1324.and adjusted by the National Geodetic Survey in June 1991..
 FG1324
 FG1324.The geoid height was determined by GEOID03.
 FG1324
 FG1324.The dynamic height is computed by dividing the NAVD 88
 FG1324.geopotential number by the normal gravity value computed on the
 FG1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1324.degrees latitude (g = 980.6199 gals.).
 FG1324
 FG1324.The modeled gravity was interpolated from observed gravity values.
 FG1324
 FG1324;                    North         East    Units  Estimated Accuracy
 FG1324;SPC AR N     -   175,860.      225,720.      MT  (+/- 180 meters Scaled)
 FG1324
 FG1324                          SUPERSEDED SURVEY CONTROL
 FG1324
 FG1324  NGVD 29 (??/??/92)  397.173  (m)         1303.06   (f) ADJ UNCH    2 0
 FG1324
 FG1324.Superseded values are not recommended for survey control.
 FG1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1324.See file dsdata.txt to determine how the superseded data were derived.
 FG1324
 FG1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV160735(NAD 83)
 FG1324_MARKER: DB = BENCH MARK DISK
 FG1324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1324_SP_SET: CLIFF
 FG1324_STAMPING: L 52 1934
 FG1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1324
 FG1324  HISTORY     - Date     Condition        Report By
 FG1324  HISTORY     - 1934     MONUMENTED       CGS
 FG1324  HISTORY     - 1935     GOOD             NGS
 FG1324  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 FG1324
 FG1324                          STATION DESCRIPTION
 FG1324
 FG1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1324'2.4 MI NW FROM CROSSES.
 FG1324'2.4 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FG1324'STATION AT CROSSES, MADISON COUNTY, 320 FEET NORTH OF POLE 374+20, 700
 FG1324'FEET NORTH OF TRESTLE 374+6, 11.5 FEET WEST OF THE CENTERLINE OF THE
 FG1324'TRACK, IN THE FACE OF THE WALL OF A SANDSTONE CLIFF, AND ABOUT 4.5
 FG1324'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED L 52 1934 AND
 FG1324'SET VERTICALLY.
 FG1324
 FG1324                          STATION RECOVERY (1998)
 FG1324
 FG1324'RECOVERY NOTE BY US POWER SQUADRON 1998
 FG1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2397 ***********************************************************************
 EH2397  DESIGNATION -  L 53
 EH2397  PID         -  EH2397
 EH2397  STATE/COUNTY-  AR/LONOKE
 EH2397  USGS QUAD   -  ENGLAND (1982)
 EH2397
 EH2397                         *CURRENT SURVEY CONTROL
 EH2397  ___________________________________________________________________
 EH2397* NAD 83(1986)-  34 32 35.     (N)    091 58 09.     (W)     SCALED    
 EH2397* NAVD 88     -        71.672  (meters)     235.14   (feet)  ADJUSTED  
 EH2397  ___________________________________________________________________
 EH2397  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH2397  DYNAMIC HT  -          71.605 (meters)     234.92  (feet)  COMP
 EH2397  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 EH2397
 EH2397  VERT ORDER  -  SECOND    CLASS 0
 EH2397
 EH2397.The horizontal coordinates were scaled from a topographic map and have
 EH2397.an estimated accuracy of +/- 6 seconds.
 EH2397
 EH2397.The orthometric height was determined by differential leveling
 EH2397.and adjusted by the National Geodetic Survey in June 1991..
 EH2397
 EH2397.The geoid height was determined by GEOID03.
 EH2397
 EH2397.The dynamic height is computed by dividing the NAVD 88
 EH2397.geopotential number by the normal gravity value computed on the
 EH2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2397.degrees latitude (g = 980.6199 gals.).
 EH2397
 EH2397.The modeled gravity was interpolated from observed gravity values.
 EH2397
 EH2397;                    North         East    Units  Estimated Accuracy
 EH2397;SPC AR S     -   608,120.      402,830.      MT  (+/- 180 meters Scaled)
 EH2397
 EH2397                          SUPERSEDED SURVEY CONTROL
 EH2397
 EH2397  NGVD 29 (??/??/??)   71.712  (m)          235.28   (f) ADJUSTED    2 0
 EH2397
 EH2397.Superseded values are not recommended for survey control.
 EH2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2397.See file dsdata.txt to determine how the superseded data were derived.
 EH2397
 EH2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU945228(NAD 83)
 EH2397_MARKER: DB = BENCH MARK DISK
 EH2397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2397_SP_SET: BUILDING
 EH2397_STAMPING: L 53 1934
 EH2397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2397+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 EH2397
 EH2397  HISTORY     - Date     Condition        Report By
 EH2397  HISTORY     - 1934     MONUMENTED       CGS
 EH2397  HISTORY     - 20020501 GOOD             USACE
 EH2397  HISTORY     - 20031110 GOOD             ARHD
 EH2397
 EH2397                          STATION DESCRIPTION
 EH2397
 EH2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH2397'IN ENGLAND.
 EH2397'AT ENGLAND, LONOKE COUNTY, IN THE SOUTHWEST BRICK WALL OF THE BANK OF
 EH2397'ENGLAND, 11.1 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST FRONT
 EH2397'ENTRANCE, 34 FEET NORTHWEST OF THE CENTER LINE OF HINKLEY STREET, AND
 EH2397'4.2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED L 53 1934 AND
 EH2397'SET VERTICALLY.
 EH2397
 EH2397                          STATION RECOVERY (2002)
 EH2397
 EH2397'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EH2397'RECOVERED IN GOOD CONDITION.
 EH2397
 EH2397                          STATION RECOVERY (2003)
 EH2397
 EH2397'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EH2397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1235 ***********************************************************************
 EH1235  DESIGNATION -  L 55
 EH1235  PID         -  EH1235
 EH1235  STATE/COUNTY-  AR/MONROE
 EH1235  USGS QUAD   -  KEEVIL (1971)
 EH1235
 EH1235                         *CURRENT SURVEY CONTROL
 EH1235  ___________________________________________________________________
 EH1235* NAD 83(1986)-  34 49 48.     (N)    091 14 56.     (W)     SCALED    
 EH1235* NAVD 88     -        57.704  (meters)     189.32   (feet)  ADJUSTED  
 EH1235  ___________________________________________________________________
 EH1235  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1235  DYNAMIC HT  -          57.651 (meters)     189.14  (feet)  COMP
 EH1235  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 EH1235
 EH1235  VERT ORDER  -  FIRST     CLASS II
 EH1235
 EH1235.The horizontal coordinates were scaled from a topographic map and have
 EH1235.an estimated accuracy of +/- 6 seconds.
 EH1235
 EH1235.The orthometric height was determined by differential leveling
 EH1235.and adjusted by the National Geodetic Survey in June 1991..
 EH1235
 EH1235.The geoid height was determined by GEOID03.
 EH1235
 EH1235.The dynamic height is computed by dividing the NAVD 88
 EH1235.geopotential number by the normal gravity value computed on the
 EH1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1235.degrees latitude (g = 980.6199 gals.).
 EH1235
 EH1235.The modeled gravity was interpolated from observed gravity values.
 EH1235
 EH1235;                    North         East    Units  Estimated Accuracy
 EH1235;SPC AR S     -   640,200.      468,710.      MT  (+/- 180 meters Scaled)
 EH1235
 EH1235                          SUPERSEDED SURVEY CONTROL
 EH1235
 EH1235  NGVD 29 (??/??/??)   57.712  (m)          189.34   (f) ADJUSTED    1 2
 EH1235
 EH1235.Superseded values are not recommended for survey control.
 EH1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1235.See file dsdata.txt to determine how the superseded data were derived.
 EH1235
 EH1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU601555(NAD 83)
 EH1235_MARKER: DB = BENCH MARK DISK
 EH1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1235_STAMPING: L 55 1935
 EH1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1235+STABILITY: SURFACE MOTION
 EH1235
 EH1235  HISTORY     - Date     Condition        Report By
 EH1235  HISTORY     - 1935     MONUMENTED       CGS
 EH1235  HISTORY     - 1955     GOOD             CGS
 EH1235  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH1235
 EH1235                          STATION DESCRIPTION
 EH1235
 EH1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1235'5.3 MI SW FROM BRINKLEY.
 EH1235'ABOUT 4.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION
 EH1235'OF MAIN AND CYPRESS STREETS AT BRINKLEY, THENCE ABOUT 0.35 MILE SOUTH
 EH1235'ALONG STATE HIGHWAY 17, THENCE ABOUT 0.55 MILE SOUTH ALONG A GRAVEL
 EH1235'ROAD (OLD MILITARY ROAD), ABOUT 0.45 MILE NORTH OF AN EAST-WEST
 EH1235'CROSSROAD, ABOUT 0.5 MILE NORTH OF PHILADELPHIA MISSIONARY BAPTIST
 EH1235'CHURCH AND CEMETERY, ABOUT 0.1 MILE NORTH OF A SMALL HOUSE WHICH IS
 EH1235'LOCATED ON EAST SIDE OF ROAD, 30 1/2 FEET WEST OF CENTER LINE OF ROAD,
 EH1235'6 FEET SOUTH OF CENTER LINE OF A FIELD ROAD WEST, 59 FEET SOUTH OF
 EH1235'POWER POLE NO. 177, 2 1/2 FEET WEST-SOUTHWEST AND INSIDE A FENCE
 EH1235'CORNER, 3 1/2 FEET WEST-NORTHWEST OF A WHITE WOODEN WITNESS POST,
 EH1235'ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 EH1235'POST PROJECTING 4 INCHES.
 EH1235
 EH1235                          STATION RECOVERY (1970)
 EH1235
 EH1235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1047 ***********************************************************************
 EH1047  DESIGNATION -  L 56 RESET
 EH1047  PID         -  EH1047
 EH1047  STATE/COUNTY-  AR/PHILLIPS
 EH1047  USGS QUAD   -  MARVELL (1971)
 EH1047
 EH1047                         *CURRENT SURVEY CONTROL
 EH1047  ___________________________________________________________________
 EH1047* NAD 83(1986)-  34 32 26.     (N)    090 56 32.     (W)     SCALED    
 EH1047* NAVD 88     -        57.714  (meters)     189.35   (feet)  ADJUSTED  
 EH1047  ___________________________________________________________________
 EH1047  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH1047  DYNAMIC HT  -          57.658 (meters)     189.17  (feet)  COMP
 EH1047  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 EH1047
 EH1047  VERT ORDER  -  FIRST     CLASS II
 EH1047
 EH1047.The horizontal coordinates were scaled from a topographic map and have
 EH1047.an estimated accuracy of +/- 6 seconds.
 EH1047
 EH1047.The orthometric height was determined by differential leveling
 EH1047.and adjusted by the National Geodetic Survey in August 1993..
 EH1047
 EH1047.The geoid height was determined by GEOID03.
 EH1047
 EH1047.The dynamic height is computed by dividing the NAVD 88
 EH1047.geopotential number by the normal gravity value computed on the
 EH1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1047.degrees latitude (g = 980.6199 gals.).
 EH1047
 EH1047.The modeled gravity was interpolated from observed gravity values.
 EH1047
 EH1047;                    North         East    Units  Estimated Accuracy
 EH1047;SPC AR S     -   608,340.      497,090.      MT  (+/- 180 meters Scaled)
 EH1047
 EH1047                          SUPERSEDED SURVEY CONTROL
 EH1047
 EH1047  NAVD 88 (06/15/91)   57.711  (m)          189.34   (f) UNKNOWN     1 2
 EH1047  NGVD 29 (??/??/??)   57.747  (m)          189.46   (f) ADJUSTED    1 2
 EH1047
 EH1047.Superseded values are not recommended for survey control.
 EH1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1047.See file dsdata.txt to determine how the superseded data were derived.
 EH1047
 EH1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU888240(NAD 83)
 EH1047_MARKER: DB = BENCH MARK DISK
 EH1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1047_STAMPING: L 56 RESET 1959
 EH1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1047+STABILITY: SURFACE MOTION
 EH1047
 EH1047  HISTORY     - Date     Condition        Report By
 EH1047  HISTORY     - 1959     MONUMENTED       CGS
 EH1047  HISTORY     - 1976     GOOD             NGS
 EH1047  HISTORY     - 20020330 POOR             USACE
 EH1047
 EH1047                          STATION DESCRIPTION
 EH1047
 EH1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1047'1.55 MI SW FROM MARVELL.
 EH1047'1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH1047'MISSOURI PACIFIC RAILROAD AT MARVELL, 91 FEET SOUTHWEST OF THE
 EH1047'CENTERLINE OF A GRAVEL DRIVEWAY LEADING SOUTHEAST TO A HOUSE AND
 EH1047'CARPORT, 159 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY
 EH1047'LEADING SOUTHEAST TO A CHURCH, 59.7 FEET SOUTHEAST OF THE CENTERLINE
 EH1047'OF THE HIGHWAY, 84.1 FEET NORTH OF THE NORTH CORNER OF THE CHURCH, AND
 EH1047'19 FEET SOUTHWEST OF A POWER LINE POLE.  A DISK SET IN THE TOP OF A
 EH1047'CONCRETE POST PROJECTING 1 INCHES.  1 FOOT BELOW HIGHWAY 1 FOOT
 EH1047'SOUTHEAST OF A WITNESS POST.
 EH1047
 EH1047                          STATION RECOVERY (2002)
 EH1047
 EH1047'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1047'THE STATION IS LEANING AS IF HIT BY A MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1351 ***********************************************************************
 EH1351  DESIGNATION -  L 57
 EH1351  PID         -  EH1351
 EH1351  STATE/COUNTY-  AR/ARKANSAS
 EH1351  USGS QUAD   -  DE WITT (1968)
 EH1351
 EH1351                         *CURRENT SURVEY CONTROL
 EH1351  ___________________________________________________________________
 EH1351* NAD 83(1986)-  34 17 48.     (N)    091 22 13.     (W)     SCALED    
 EH1351* NAVD 88     -        58.749  (meters)     192.75   (feet)  ADJUSTED  
 EH1351  ___________________________________________________________________
 EH1351  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH1351  DYNAMIC HT  -          58.692 (meters)     192.56  (feet)  COMP
 EH1351  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 EH1351
 EH1351  VERT ORDER  -  FIRST     CLASS II
 EH1351
 EH1351.The horizontal coordinates were scaled from a topographic map and have
 EH1351.an estimated accuracy of +/- 6 seconds.
 EH1351
 EH1351.The orthometric height was determined by differential leveling
 EH1351.and adjusted by the National Geodetic Survey in August 1993..
 EH1351
 EH1351.The geoid height was determined by GEOID03.
 EH1351
 EH1351.The dynamic height is computed by dividing the NAVD 88
 EH1351.geopotential number by the normal gravity value computed on the
 EH1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1351.degrees latitude (g = 980.6199 gals.).
 EH1351
 EH1351.The modeled gravity was interpolated from observed gravity values.
 EH1351
 EH1351;                    North         East    Units  Estimated Accuracy
 EH1351;SPC AR S     -   580,970.      457,970.      MT  (+/- 180 meters Scaled)
 EH1351
 EH1351                          SUPERSEDED SURVEY CONTROL
 EH1351
 EH1351  NAVD 88 (06/15/91)   58.707  (m)          192.61   (f) UNKNOWN     1 2
 EH1351  NGVD 29 (??/??/??)   58.775  (m)          192.83   (f) ADJUSTED    1 2
 EH1351
 EH1351.Superseded values are not recommended for survey control.
 EH1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1351.See file dsdata.txt to determine how the superseded data were derived.
 EH1351
 EH1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT499962(NAD 83)
 EH1351_MARKER: DB = BENCH MARK DISK
 EH1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1351_STAMPING: L 57 1935
 EH1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1351+STABILITY: SURFACE MOTION
 EH1351
 EH1351  HISTORY     - Date     Condition        Report By
 EH1351  HISTORY     - 1935     MONUMENTED       CGS
 EH1351  HISTORY     - 1954     GOOD             CGS
 EH1351  HISTORY     - 1976     GOOD             NGS
 EH1351  HISTORY     - 20030414 MARK NOT FOUND   USACE
 EH1351
 EH1351                          STATION DESCRIPTION
 EH1351
 EH1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1351'2.0 MI W FROM DEWITT.
 EH1351'2.0 MILES WEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1351'STATION AT DEWIT, 1 POLE EAST OF MILEPOST 254, 47 FEET NORTH OF THE
 EH1351'NORTH RAIL, 19 FEET EAST OF THE CENTER OF A WIRE GATE, 1 FOOT SOUTH OF
 EH1351'A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH1351'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH1351
 EH1351                          STATION RECOVERY (1976)
 EH1351
 EH1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1351'RECOVERED IN GOOD CONDITION.
 EH1351
 EH1351                          STATION RECOVERY (2003)
 EH1351
 EH1351'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1351'AREA IS NOW CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0040 ***********************************************************************
 EK0040  DESIGNATION -  L 58
 EK0040  PID         -  EK0040
 EK0040  STATE/COUNTY-  AR/POLK
 EK0040  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0040
 EK0040                         *CURRENT SURVEY CONTROL
 EK0040  ___________________________________________________________________
 EK0040* NAD 83(1986)-  34 41 05.     (N)    094 18 00.     (W)     SCALED    
 EK0040* NAVD 88     -       452.248  (meters)    1483.75   (feet)  ADJUSTED  
 EK0040  ___________________________________________________________________
 EK0040  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EK0040  DYNAMIC HT  -         451.751 (meters)    1482.12  (feet)  COMP
 EK0040  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 EK0040
 EK0040  VERT ORDER  -  SECOND    CLASS 0
 EK0040
 EK0040.The horizontal coordinates were scaled from a topographic map and have
 EK0040.an estimated accuracy of +/- 6 seconds.
 EK0040
 EK0040.The orthometric height was determined by differential leveling
 EK0040.and adjusted by the National Geodetic Survey in June 1991..
 EK0040
 EK0040.The geoid height was determined by GEOID03.
 EK0040
 EK0040.The dynamic height is computed by dividing the NAVD 88
 EK0040.geopotential number by the normal gravity value computed on the
 EK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0040.degrees latitude (g = 980.6199 gals.).
 EK0040
 EK0040.The modeled gravity was interpolated from observed gravity values.
 EK0040
 EK0040;                    North         East    Units  Estimated Accuracy
 EK0040;SPC AR S     -   626,200.      189,260.      MT  (+/- 180 meters Scaled)
 EK0040
 EK0040                          SUPERSEDED SURVEY CONTROL
 EK0040
 EK0040  NGVD 29 (??/??/92)  452.121  (m)         1483.33   (f) ADJ UNCH    2 0
 EK0040
 EK0040.Superseded values are not recommended for survey control.
 EK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0040.See file dsdata.txt to determine how the superseded data were derived.
 EK0040
 EK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU809388(NAD 83)
 EK0040_MARKER: DB = BENCH MARK DISK
 EK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0040_STAMPING: L 58 1934
 EK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0040+STABILITY: SURFACE MOTION
 EK0040
 EK0040  HISTORY     - Date     Condition        Report By
 EK0040  HISTORY     - 1934     MONUMENTED       CGS
 EK0040  HISTORY     - 1961     GOOD             NGS
 EK0040
 EK0040                          STATION DESCRIPTION
 EK0040
 EK0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0040'IN EAGLETON.
 EK0040'IN THE TOWN OF EAGLETON.  210 FEET WEST OF CENTERLINE OF ROAD
 EK0040'CROSSING, 70 FEET SOUTHEAST OF MILL SPUR SWITCH, 20 FEET SOUTH
 EK0040'OF CENTERLINE OF THE KANSAS CITY SOUTHERN R.R. MAIN LINE TRACK,
 EK0040'5 FEET WEST OF EAGLETON STATION SIGN.  TABLET SET IN PRECAST
 EK0040'CONCRETE POST.
 EK0040
 EK0040                          STATION RECOVERY (1961)
 EK0040
 EK0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1317 ***********************************************************************
 EJ1317  DESIGNATION -  L 59
 EJ1317  PID         -  EJ1317
 EJ1317  STATE/COUNTY-  AR/MONTGOMERY
 EJ1317  USGS QUAD   -  AMITY (1966)
 EJ1317
 EJ1317                         *CURRENT SURVEY CONTROL
 EJ1317  ___________________________________________________________________
 EJ1317* NAD 83(1986)-  34 22 19.     (N)    093 24 40.     (W)     SCALED    
 EJ1317* NAVD 88     -       179.149  (meters)     587.76   (feet)  ADJUSTED  
 EJ1317  ___________________________________________________________________
 EJ1317  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EJ1317  DYNAMIC HT  -         178.968 (meters)     587.16  (feet)  COMP
 EJ1317  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 EJ1317
 EJ1317  VERT ORDER  -  SECOND    CLASS 0
 EJ1317
 EJ1317.The horizontal coordinates were scaled from a topographic map and have
 EJ1317.an estimated accuracy of +/- 6 seconds.
 EJ1317
 EJ1317.The orthometric height was determined by differential leveling
 EJ1317.and adjusted by the National Geodetic Survey in June 1991..
 EJ1317
 EJ1317.The geoid height was determined by GEOID03.
 EJ1317
 EJ1317.The dynamic height is computed by dividing the NAVD 88
 EJ1317.geopotential number by the normal gravity value computed on the
 EJ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1317.degrees latitude (g = 980.6199 gals.).
 EJ1317
 EJ1317.The modeled gravity was interpolated from observed gravity values.
 EJ1317
 EJ1317;                    North         East    Units  Estimated Accuracy
 EJ1317;SPC AR S     -   590,030.      270,220.      MT  (+/- 180 meters Scaled)
 EJ1317
 EJ1317                          SUPERSEDED SURVEY CONTROL
 EJ1317
 EJ1317  NGVD 29 (??/??/92)  179.126  (m)          587.68   (f) ADJ UNCH    2 0
 EJ1317
 EJ1317.Superseded values are not recommended for survey control.
 EJ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1317.See file dsdata.txt to determine how the superseded data were derived.
 EJ1317
 EJ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU622034(NAD 83)
 EJ1317_MARKER: DB = BENCH MARK DISK
 EJ1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1317_STAMPING: L-59 1934
 EJ1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1317+STABILITY: SURFACE MOTION
 EJ1317
 EJ1317  HISTORY     - Date     Condition        Report By
 EJ1317  HISTORY     - 1934     MONUMENTED       CGS
 EJ1317  HISTORY     - 1962     GOOD             NGS
 EJ1317
 EJ1317                          STATION DESCRIPTION
 EJ1317
 EJ1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1317'8.0 MI SW FROM PEARCY.
 EJ1317'8 MILES SOUTHWEST OF, ALONG U.S.HWY.70, FROM POST OFFICE.  ABOUT 0.2
 EJ1317'MILE SOUTHWEST OF HOT SPRINGS-MONTGOMERY COUNTY LINE.  ABOUT 0.1 MILE
 EJ1317'SOUTHWEST OF HIGHWAY BRIDGE WITH CONCRETE SIDE RAILS.  69.8 FEET
 EJ1317'NORTHWEST OF NORTHWEST SIDE OF DR. L.M.WARDENS FARM HOUSE.  41.8 FEET
 EJ1317'NORTHEAST OF CATTLE GUARD ACROSS DRIVEWAY INTO YARD.  27.8 FEET
 EJ1317'SOUTHEAST OF U.S.HWY.70.  16.6 FEET NORTHEAST OF CENTERLINE OF GATEWAY
 EJ1317'FOR SIDEWALK.  1.6 FT. NORTHWEST OF BOARD FENCE.  TABLET SET IN
 EJ1317'PRECAST CONCRETE POST.
 EJ1317
 EJ1317                          STATION RECOVERY (1962)
 EJ1317
 EJ1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0110 ***********************************************************************
 GF0110  DESIGNATION -  L 6
 GF0110  PID         -  GF0110
 GF0110  STATE/COUNTY-  AR/BOONE
 GF0110  USGS QUAD   -  EVERTON (1975)
 GF0110
 GF0110                         *CURRENT SURVEY CONTROL
 GF0110  ___________________________________________________________________
 GF0110* NAD 83(1986)-  36 09 20.     (N)    092 54 25.     (W)     SCALED    
 GF0110* NAVD 88     -       261.095  (meters)     856.61   (feet)  ADJUSTED  
 GF0110  ___________________________________________________________________
 GF0110  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0110  DYNAMIC HT  -         260.864 (meters)     855.85  (feet)  COMP
 GF0110  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 GF0110
 GF0110  VERT ORDER  -  FIRST     CLASS II
 GF0110
 GF0110.The horizontal coordinates were scaled from a topographic map and have
 GF0110.an estimated accuracy of +/- 6 seconds.
 GF0110
 GF0110.The orthometric height was determined by differential leveling
 GF0110.and adjusted by the National Geodetic Survey in June 1991..
 GF0110
 GF0110.The geoid height was determined by GEOID03.
 GF0110
 GF0110.The dynamic height is computed by dividing the NAVD 88
 GF0110.geopotential number by the normal gravity value computed on the
 GF0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0110.degrees latitude (g = 980.6199 gals.).
 GF0110
 GF0110.The modeled gravity was interpolated from observed gravity values.
 GF0110
 GF0110;                    North         East    Units  Estimated Accuracy
 GF0110;SPC AR N     -   202,540.      318,390.      MT  (+/- 180 meters Scaled)
 GF0110
 GF0110                          SUPERSEDED SURVEY CONTROL
 GF0110
 GF0110  NGVD 29 (??/??/92)  260.970  (m)          856.20   (f) ADJ UNCH    1 2
 GF0110
 GF0110.Superseded values are not recommended for survey control.
 GF0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0110.See file dsdata.txt to determine how the superseded data were derived.
 GF0110
 GF0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA083012(NAD 83)
 GF0110_MARKER: DB = BENCH MARK DISK
 GF0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0110_STAMPING: L-6-1931
 GF0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0110+STABILITY: SURFACE MOTION
 GF0110
 GF0110  HISTORY     - Date     Condition        Report By
 GF0110  HISTORY     - 1931     MONUMENTED       CGS
 GF0110  HISTORY     - 1935     GOOD             NGS
 GF0110
 GF0110                          STATION DESCRIPTION
 GF0110
 GF0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0110'IN EVERTON.
 GF0110'IN THE TOWN OF EVERTON.  46.1 FEET SOUTHWEST OF SOUTH CORNER
 GF0110'OF DEPOT, 25.5 FEET SOUTHWEST OF CENTERLINE OF M. AND N.A.
 GF0110'RAILROAD MAIN LINE TRACK, 25 FEET NORTH OF CENTERLINE OF CROSS
 GF0110'ROAD, 8 FEET NORTHEAST OF MILE POST 141-15.  CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1328 ***********************************************************************
 EJ1328  DESIGNATION -  L 61
 EJ1328  PID         -  EJ1328
 EJ1328  STATE/COUNTY-  AR/PIKE
 EJ1328  USGS QUAD   -  NARROWS DAM (1969)
 EJ1328
 EJ1328                         *CURRENT SURVEY CONTROL
 EJ1328  ___________________________________________________________________
 EJ1328* NAD 83(1986)-  34 08 47.     (N)    093 37 59.     (W)     SCALED    
 EJ1328* NAVD 88     -       160.929  (meters)     527.98   (feet)  ADJUSTED  
 EJ1328  ___________________________________________________________________
 EJ1328  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EJ1328  DYNAMIC HT  -         160.765 (meters)     527.44  (feet)  COMP
 EJ1328  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 EJ1328
 EJ1328  VERT ORDER  -  SECOND    CLASS 0
 EJ1328
 EJ1328.The horizontal coordinates were scaled from a topographic map and have
 EJ1328.an estimated accuracy of +/- 6 seconds.
 EJ1328
 EJ1328.The orthometric height was determined by differential leveling
 EJ1328.and adjusted by the National Geodetic Survey in June 1991..
 EJ1328
 EJ1328.The geoid height was determined by GEOID03.
 EJ1328
 EJ1328.The dynamic height is computed by dividing the NAVD 88
 EJ1328.geopotential number by the normal gravity value computed on the
 EJ1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1328.degrees latitude (g = 980.6199 gals.).
 EJ1328
 EJ1328.The modeled gravity was interpolated from observed gravity values.
 EJ1328
 EJ1328;                    North         East    Units  Estimated Accuracy
 EJ1328;SPC AR S     -   565,320.      249,410.      MT  (+/- 180 meters Scaled)
 EJ1328
 EJ1328                          SUPERSEDED SURVEY CONTROL
 EJ1328
 EJ1328  NGVD 29 (??/??/92)  160.910  (m)          527.92   (f) ADJ UNCH    2 0
 EJ1328
 EJ1328.Superseded values are not recommended for survey control.
 EJ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1328.See file dsdata.txt to determine how the superseded data were derived.
 EJ1328
 EJ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT416785(NAD 83)
 EJ1328_MARKER: DB = BENCH MARK DISK
 EJ1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1328_SP_SET: BRIDGE
 EJ1328_STAMPING: L 61 1934
 EJ1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1328
 EJ1328  HISTORY     - Date     Condition        Report By
 EJ1328  HISTORY     - 1934     MONUMENTED       CGS
 EJ1328  HISTORY     - 1962     GOOD             NGS
 EJ1328  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 EJ1328
 EJ1328                          STATION DESCRIPTION
 EJ1328
 EJ1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1328'7.3 MI NE FROM MURFREESBORO.
 EJ1328'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 EJ1328'AT MURFREESBORO, PIKE COUNTY, 1 MILE SOUTH OF A STATE FORESTRY SERVICE
 EJ1328'STEEL LOOKOUT TOWER, IN THE CONCRETE SILL OF A BRIDGE, AND 4 FEET
 EJ1328'NORTH OF THE SOUTHWEST CORNER OF THE BRIDGE.  A STANDARD DISK, STAMPED
 EJ1328'L 61 1934.
 EJ1328
 EJ1328                          STATION RECOVERY (2004)
 EJ1328
 EJ1328'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 EJ1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1024 ***********************************************************************
 DL1024  DESIGNATION -  L 62
 DL1024  PID         -  DL1024
 DL1024  STATE/COUNTY-  AR/HEMPSTEAD
 DL1024  USGS QUAD   -  WASHINGTON (1951)
 DL1024
 DL1024                         *CURRENT SURVEY CONTROL
 DL1024  ___________________________________________________________________
 DL1024* NAD 83(1986)-  33 49 24.     (N)    093 42 07.     (W)     SCALED    
 DL1024* NAVD 88     -       103.152  (meters)     338.42   (feet)  ADJUSTED  
 DL1024  ___________________________________________________________________
 DL1024  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DL1024  DYNAMIC HT  -         103.046 (meters)     338.08  (feet)  COMP
 DL1024  MODELED GRAV-     979,605.1   (mgal)                       NAVD 88
 DL1024
 DL1024  VERT ORDER  -  SECOND    CLASS 0
 DL1024
 DL1024.The horizontal coordinates were scaled from a topographic map and have
 DL1024.an estimated accuracy of +/- 6 seconds.
 DL1024
 DL1024.The orthometric height was determined by differential leveling
 DL1024.and adjusted by the National Geodetic Survey in June 1991..
 DL1024
 DL1024.The geoid height was determined by GEOID03.
 DL1024
 DL1024.The dynamic height is computed by dividing the NAVD 88
 DL1024.geopotential number by the normal gravity value computed on the
 DL1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1024.degrees latitude (g = 980.6199 gals.).
 DL1024
 DL1024.The modeled gravity was interpolated from observed gravity values.
 DL1024
 DL1024;                    North         East    Units  Estimated Accuracy
 DL1024;SPC AR S     -   529,600.      242,460.      MT  (+/- 180 meters Scaled)
 DL1024
 DL1024                          SUPERSEDED SURVEY CONTROL
 DL1024
 DL1024  NGVD 29 (??/??/92)  103.168  (m)          338.48   (f) ADJ UNCH    2 0
 DL1024
 DL1024.Superseded values are not recommended for survey control.
 DL1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1024.See file dsdata.txt to determine how the superseded data were derived.
 DL1024
 DL1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT350427(NAD 83)
 DL1024_MARKER: DB = BENCH MARK DISK
 DL1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1024_STAMPING: L 62 1934
 DL1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1024+STABILITY: SURFACE MOTION
 DL1024
 DL1024  HISTORY     - Date     Condition        Report By
 DL1024  HISTORY     - 1935     MONUMENTED       CGS
 DL1024  HISTORY     - 1962     GOOD             NGS
 DL1024
 DL1024                          STATION DESCRIPTION
 DL1024
 DL1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1024'2.1 MI SE FROM OZAN.
 DL1024'2.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1024'STATION AT OZAN, HEMPSTEAD COUNTY, 2.9 FEET NORTHWEST OF THE FIRST
 DL1024'POLE SOUTHEAST OF THE TWENTIETH POLE NORTHWEST OF MILEPOST 470, 92
 DL1024'FEET SOUTHEAST OF THE SOUTHEAST END OF TRESTLE NO. 33, 76.5 FEET
 DL1024'NORTHEAST OF POLE 406, 28.3 FEET NORTHEAST OF THE CENTERLINE OF THE
 DL1024'TRACK, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 DL1024'DISK, STAMPED L 62 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0151 ***********************************************************************
 DM0151  DESIGNATION -  L 63
 DM0151  PID         -  DM0151
 DM0151  STATE/COUNTY-  AR/MILLER
 DM0151  USGS QUAD   -  TEXARKANA (1975)
 DM0151
 DM0151                         *CURRENT SURVEY CONTROL
 DM0151  ___________________________________________________________________
 DM0151* NAD 83(1986)-  33 26 43.     (N)    094 00 43.     (W)     SCALED    
 DM0151* NAVD 88     -        95.597  (meters)     313.64   (feet)  ADJUSTED  
 DM0151  ___________________________________________________________________
 DM0151  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM0151  DYNAMIC HT  -          95.495 (meters)     313.30  (feet)  COMP
 DM0151  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 DM0151
 DM0151  VERT ORDER  -  SECOND    CLASS 0
 DM0151
 DM0151.The horizontal coordinates were scaled from a topographic map and have
 DM0151.an estimated accuracy of +/- 6 seconds.
 DM0151
 DM0151.The orthometric height was determined by differential leveling
 DM0151.and adjusted by the National Geodetic Survey in June 1991..
 DM0151
 DM0151.The geoid height was determined by GEOID03.
 DM0151
 DM0151.The dynamic height is computed by dividing the NAVD 88
 DM0151.geopotential number by the normal gravity value computed on the
 DM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0151.degrees latitude (g = 980.6199 gals.).
 DM0151
 DM0151.The modeled gravity was interpolated from observed gravity values.
 DM0151
 DM0151;                    North         East    Units  Estimated Accuracy
 DM0151;SPC AR S     -   488,200.      212,950.      MT  (+/- 180 meters Scaled)
 DM0151
 DM0151                          SUPERSEDED SURVEY CONTROL
 DM0151
 DM0151  NGVD 29 (??/??/92)   95.618  (m)          313.71   (f) ADJ UNCH    2 0
 DM0151
 DM0151.Superseded values are not recommended for survey control.
 DM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0151.See file dsdata.txt to determine how the superseded data were derived.
 DM0151
 DM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT059011(NAD 83)
 DM0151_MARKER: DB = BENCH MARK DISK
 DM0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0151_SP_SET: CULVERT
 DM0151_STAMPING: L-63 1935
 DM0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0151
 DM0151  HISTORY     - Date     Condition        Report By
 DM0151  HISTORY     - 1935     MONUMENTED       CGS
 DM0151  HISTORY     - 1964     GOOD             NGS
 DM0151
 DM0151                          STATION DESCRIPTION
 DM0151
 DM0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DM0151'2.6 MI NE FROM TEXARKANA.
 DM0151'2.6 MILES NORTHEAST OF, ALONG M.P.R.R., FROM POST OFFICE BRONZE TABLET
 DM0151'IN SOUTHEAST HEADWALL OF CONCRETE HWY.  CULVERT.  66 FEET EAST OF
 DM0151'CENTERLINE OF IMPROVED DIRT ROAD LEADING NORTH.  49 FEET NORTHWEST OF
 DM0151'CENTERLINE OF MISSOURI PACIFIC R.R. SOUTH BOUND TRACK.  34.7 FEET
 DM0151'NORTHWEST OF NORTHWEST HEADWALL OF CONCRETE RAILROAD CULVERT.  31.7
 DM0151'FEET NORTH OF M.P. 487-30.  15.9 FEET SOUTHEAST OF CENTERLINE OF U.S.
 DM0151'HWY. 67.  8 FEET BELOW RAILS.
 DM0151
 DM0151                          STATION RECOVERY (1964)
 DM0151
 DM0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1050 ***********************************************************************
 DK1050  DESIGNATION -  L 65
 DK1050  PID         -  DK1050
 DK1050  STATE/COUNTY-  AR/CHICOT
 DK1050  USGS QUAD   -  EUDORA NW (1981)
 DK1050
 DK1050                         *CURRENT SURVEY CONTROL
 DK1050  ___________________________________________________________________
 DK1050* NAD 83(1986)-  33 07 31.     (N)    091 24 50.     (W)     SCALED    
 DK1050* NAVD 88     -        32.447  (meters)     106.45   (feet)  ADJUSTED  
 DK1050  ___________________________________________________________________
 DK1050  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DK1050  DYNAMIC HT  -          32.413 (meters)     106.34  (feet)  COMP
 DK1050  MODELED GRAV-     979,587.7   (mgal)                       NAVD 88
 DK1050
 DK1050  VERT ORDER  -  SECOND    CLASS 0
 DK1050
 DK1050.The horizontal coordinates were scaled from a topographic map and have
 DK1050.an estimated accuracy of +/- 6 seconds.
 DK1050
 DK1050.The orthometric height was determined by differential leveling
 DK1050.and adjusted by the National Geodetic Survey in June 1991..
 DK1050
 DK1050.The geoid height was determined by GEOID03.
 DK1050
 DK1050.The dynamic height is computed by dividing the NAVD 88
 DK1050.geopotential number by the normal gravity value computed on the
 DK1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1050.degrees latitude (g = 980.6199 gals.).
 DK1050
 DK1050.The modeled gravity was interpolated from observed gravity values.
 DK1050
 DK1050;                    North         East    Units  Estimated Accuracy
 DK1050;SPC AR S     -   451,020.      454,700.      MT  (+/- 180 meters Scaled)
 DK1050
 DK1050                          SUPERSEDED SURVEY CONTROL
 DK1050
 DK1050  NGVD 29 (??/??/??)   32.561  (m)          106.83   (f) ADJUSTED    2 0
 DK1050
 DK1050.Superseded values are not recommended for survey control.
 DK1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1050.See file dsdata.txt to determine how the superseded data were derived.
 DK1050
 DK1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS479662(NAD 83)
 DK1050_MARKER: DB = BENCH MARK DISK
 DK1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1050_STAMPING: L-65 1935
 DK1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1050+STABILITY: SURFACE MOTION
 DK1050
 DK1050  HISTORY     - Date     Condition        Report By
 DK1050  HISTORY     - 1935     MONUMENTED       CGS
 DK1050  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1050  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1050
 DK1050                          STATION DESCRIPTION
 DK1050
 DK1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1050'1.5 MI E FROM EMPIRE.
 DK1050'1.5 MILES EAST OF, ALONG ST. HWY. 8, FROM EMPIRE BENCHMARK.  ABOUT .1
 DK1050'MILE EAST OF SMALL WOODEN HIGHWAY BRIDGE.  25 FEET NORTH OF CENTERLINE
 DK1050'OF ST. HWY. 8.  19.2 FEET EAST OF BLAZED OAK TREE, 2 FT. IN DIAMETER
 DK1050'AT BASE.  2 FEET SOUTH OF FENCE LINE.  TABLET SET IN PRECAST CONCRETE
 DK1050'POST.
 DK1050
 DK1050                          STATION RECOVERY (1977)
 DK1050
 DK1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1050'MARK NOT FOUND.
 DK1050
 DK1050                          STATION RECOVERY (1977)
 DK1050
 DK1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0450 ***********************************************************************
 FG0450  DESIGNATION -  L 66
 FG0450  PID         -  FG0450
 FG0450  STATE/COUNTY-  AR/POPE
 FG0450  USGS QUAD   -  HECTOR (1989)
 FG0450
 FG0450                         *CURRENT SURVEY CONTROL
 FG0450  ___________________________________________________________________
 FG0450* NAD 83(1986)-  35 27 59.     (N)    092 58 29.     (W)     SCALED    
 FG0450* NAVD 88     -       219.983  (meters)     721.73   (feet)  ADJUSTED  
 FG0450  ___________________________________________________________________
 FG0450  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FG0450  DYNAMIC HT  -         219.777 (meters)     721.05  (feet)  COMP
 FG0450  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 FG0450
 FG0450  VERT ORDER  -  SECOND    CLASS 0
 FG0450
 FG0450.The horizontal coordinates were scaled from a topographic map and have
 FG0450.an estimated accuracy of +/- 6 seconds.
 FG0450
 FG0450.The orthometric height was determined by differential leveling
 FG0450.and adjusted by the National Geodetic Survey in June 1991..
 FG0450
 FG0450.The geoid height was determined by GEOID03.
 FG0450
 FG0450.The dynamic height is computed by dividing the NAVD 88
 FG0450.geopotential number by the normal gravity value computed on the
 FG0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0450.degrees latitude (g = 980.6199 gals.).
 FG0450
 FG0450.The modeled gravity was interpolated from observed gravity values.
 FG0450
 FG0450;                    North         East    Units  Estimated Accuracy
 FG0450;SPC AR N     -   126,140.      311,530.      MT  (+/- 180 meters Scaled)
 FG0450
 FG0450                          SUPERSEDED SURVEY CONTROL
 FG0450
 FG0450  NGVD 29 (??/??/92)  219.950  (m)          721.62   (f) ADJ UNCH    2 0
 FG0450
 FG0450.Superseded values are not recommended for survey control.
 FG0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0450.See file dsdata.txt to determine how the superseded data were derived.
 FG0450
 FG0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV022247(NAD 83)
 FG0450_MARKER: DB = BENCH MARK DISK
 FG0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0450_STAMPING: L 66 1935
 FG0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0450+STABILITY: SURFACE MOTION
 FG0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0450+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 FG0450
 FG0450  HISTORY     - Date     Condition        Report By
 FG0450  HISTORY     - 1935     MONUMENTED       CGS
 FG0450  HISTORY     - 1935     GOOD             NGS
 FG0450  HISTORY     - 20060125 GOOD             ARHD
 FG0450
 FG0450                          STATION DESCRIPTION
 FG0450
 FG0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0450'AT HECTOR FROM IN HECTOR.
 FG0450'AT HECTOR, POPE COUNTY, 144 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FG0450'THE FOREST SERVICE OFFICE BUILDING, 48 FEET EAST OF THE CENTERLINE OF
 FG0450'STATE HIGHWAY 27, 9 FEET NORTH OF THE CENTER OF THE FRONT ENTRANCE OF
 FG0450'THE PRESBYTERIAN CHURCH, 5 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 FG0450'BUILDING, AND 1 FOOT WEST OF THE WALL.  A STANDARD DISK, STAMPED L 66
 FG0450'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0450
 FG0450                          STATION RECOVERY (2006)
 FG0450
 FG0450'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MDP)
 FG0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0477 ***********************************************************************
 FG0477  DESIGNATION -  L 67
 FG0477  PID         -  FG0477
 FG0477  STATE/COUNTY-  AR/POPE
 FG0477  USGS QUAD   -  JERUSALEM (1990)
 FG0477
 FG0477                         *CURRENT SURVEY CONTROL
 FG0477  ___________________________________________________________________
 FG0477* NAD 83(1986)-  35 23 12.     (N)    092 52 00.     (W)     SCALED    
 FG0477* NAVD 88     -       196.228  (meters)     643.79   (feet)  ADJUSTED  
 FG0477  ___________________________________________________________________
 FG0477  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FG0477  DYNAMIC HT  -         196.045 (meters)     643.19  (feet)  COMP
 FG0477  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 FG0477
 FG0477  VERT ORDER  -  SECOND    CLASS 0
 FG0477
 FG0477.The horizontal coordinates were scaled from a topographic map and have
 FG0477.an estimated accuracy of +/- 6 seconds.
 FG0477
 FG0477.The orthometric height was determined by differential leveling
 FG0477.and adjusted by the National Geodetic Survey in June 1991..
 FG0477
 FG0477.The geoid height was determined by GEOID03.
 FG0477
 FG0477.The dynamic height is computed by dividing the NAVD 88
 FG0477.geopotential number by the normal gravity value computed on the
 FG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0477.degrees latitude (g = 980.6199 gals.).
 FG0477
 FG0477.The modeled gravity was interpolated from observed gravity values.
 FG0477
 FG0477;                    North         East    Units  Estimated Accuracy
 FG0477;SPC AR N     -   117,210.      321,260.      MT  (+/- 180 meters Scaled)
 FG0477
 FG0477                          SUPERSEDED SURVEY CONTROL
 FG0477
 FG0477  NGVD 29 (??/??/92)  196.220  (m)          643.77   (f) ADJ UNCH    2 0
 FG0477
 FG0477.Superseded values are not recommended for survey control.
 FG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0477.See file dsdata.txt to determine how the superseded data were derived.
 FG0477
 FG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV121159(NAD 83)
 FG0477_MARKER: DB = BENCH MARK DISK
 FG0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0477_STAMPING: L 67 1935
 FG0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0477+STABILITY: SURFACE MOTION
 FG0477
 FG0477  HISTORY     - Date     Condition        Report By
 FG0477  HISTORY     - 1935     MONUMENTED       CGS
 FG0477
 FG0477                          STATION DESCRIPTION
 FG0477
 FG0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0477'3.4 MI SE FROM APPLETON.
 FG0477'3.4 MILES SOUTHEAST ALONG THE ATKINS ROAD FROM THE POST OFFICE AT
 FG0477'APPLETON, POPE COUNTY, 126 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FG0477'THE CHURCH ON A HILL TOP, 80 FEET SOUTH OF THE SUMMIT OF THE HILL, 27
 FG0477'FEET EAST OF THE CENTERLINE OF THE ROAD, 35 FEET SOUTH OF THE
 FG0477'CENTERLINE OF A ROAD LEADING TO THE CHURCH, AND 14 FEET SOUTHEAST OF A
 FG0477'BLAZED 20-INCH PINE TREE.  A STANDARD DISK, STAMPED L 67 1935 AND SET
 FG0477'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0170 ***********************************************************************
 FG0170  DESIGNATION -  L 68
 FG0170  PID         -  FG0170
 FG0170  STATE/COUNTY-  AR/FAULKNER
 FG0170  USGS QUAD   -  DAMASCUS (1994)
 FG0170
 FG0170                         *CURRENT SURVEY CONTROL
 FG0170  ___________________________________________________________________
 FG0170* NAD 83(1986)-  35 16 31.     (N)    092 22 53.     (W)     SCALED    
 FG0170* NAVD 88     -       196.234  (meters)     643.81   (feet)  ADJUSTED  
 FG0170  ___________________________________________________________________
 FG0170  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0170  DYNAMIC HT  -         196.050 (meters)     643.21  (feet)  COMP
 FG0170  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 FG0170
 FG0170  VERT ORDER  -  SECOND    CLASS 0
 FG0170
 FG0170.The horizontal coordinates were scaled from a topographic map and have
 FG0170.an estimated accuracy of +/- 6 seconds.
 FG0170
 FG0170.The orthometric height was determined by differential leveling
 FG0170.and adjusted by the National Geodetic Survey in June 1991..
 FG0170
 FG0170.The geoid height was determined by GEOID03.
 FG0170
 FG0170.The dynamic height is computed by dividing the NAVD 88
 FG0170.geopotential number by the normal gravity value computed on the
 FG0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0170.degrees latitude (g = 980.6199 gals.).
 FG0170
 FG0170.The modeled gravity was interpolated from observed gravity values.
 FG0170
 FG0170;                    North         East    Units  Estimated Accuracy
 FG0170;SPC AR N     -   104,570.      365,300.      MT  (+/- 180 meters Scaled)
 FG0170
 FG0170                          SUPERSEDED SURVEY CONTROL
 FG0170
 FG0170  NGVD 29 (??/??/92)  196.226  (m)          643.78   (f) ADJ UNCH    2 0
 FG0170
 FG0170.Superseded values are not recommended for survey control.
 FG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0170.See file dsdata.txt to determine how the superseded data were derived.
 FG0170
 FG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV562037(NAD 83)
 FG0170_MARKER: DB = BENCH MARK DISK
 FG0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0170_STAMPING: L 68 1934
 FG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0170+STABILITY: SURFACE MOTION
 FG0170
 FG0170  HISTORY     - Date     Condition        Report By
 FG0170  HISTORY     - 1934     MONUMENTED       CGS
 FG0170  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0170
 FG0170                          STATION DESCRIPTION
 FG0170
 FG0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0170'3.1 MI N FROM GREENBRIER.
 FG0170'3.1 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT GREENBRIER,
 FG0170'500 FEET NORTH OF THE CHARLIE ACRES FARMHOUSE, 45.8 FEET EAST OF THE
 FG0170'CENTERLINE OF THE HIGHWAY, 11.7 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 FG0170'OF A PASTURE FENCE, 11.2 FEET SOUTHEAST OF A 12-INCH OAK TREE, AND 1.3
 FG0170'FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED L 68
 FG0170'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0108 ***********************************************************************
 FG0108  DESIGNATION -  L 69
 FG0108  PID         -  FG0108
 FG0108  STATE/COUNTY-  AR/FAULKNER
 FG0108  USGS QUAD   -  VILONIA (1994)
 FG0108
 FG0108                         *CURRENT SURVEY CONTROL
 FG0108  ___________________________________________________________________
 FG0108* NAD 83(1986)-  35 05 36.     (N)    092 09 39.     (W)     SCALED    
 FG0108* NAVD 88     -        99.666  (meters)     326.99   (feet)  ADJUSTED  
 FG0108  ___________________________________________________________________
 FG0108  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FG0108  DYNAMIC HT  -          99.573 (meters)     326.68  (feet)  COMP
 FG0108  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 FG0108
 FG0108  VERT ORDER  -  SECOND    CLASS 0
 FG0108
 FG0108.The horizontal coordinates were scaled from a topographic map and have
 FG0108.an estimated accuracy of +/- 6 seconds.
 FG0108
 FG0108.The orthometric height was determined by differential leveling
 FG0108.and adjusted by the National Geodetic Survey in June 1991..
 FG0108
 FG0108.The geoid height was determined by GEOID03.
 FG0108
 FG0108.The dynamic height is computed by dividing the NAVD 88
 FG0108.geopotential number by the normal gravity value computed on the
 FG0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0108.degrees latitude (g = 980.6199 gals.).
 FG0108
 FG0108.The modeled gravity was interpolated from observed gravity values.
 FG0108
 FG0108;                    North         East    Units  Estimated Accuracy
 FG0108;SPC AR N     -    84,330.      385,340.      MT  (+/- 180 meters Scaled)
 FG0108
 FG0108                          SUPERSEDED SURVEY CONTROL
 FG0108
 FG0108  NGVD 29 (??/??/92)   99.669  (m)          327.00   (f) ADJ UNCH    2 0
 FG0108
 FG0108.Superseded values are not recommended for survey control.
 FG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0108.See file dsdata.txt to determine how the superseded data were derived.
 FG0108
 FG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU764837(NAD 83)
 FG0108_MARKER: DB = BENCH MARK DISK
 FG0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0108_STAMPING: L 69 1934
 FG0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0108+STABILITY: SURFACE MOTION
 FG0108
 FG0108  HISTORY     - Date     Condition        Report By
 FG0108  HISTORY     - 1934     MONUMENTED       CGS
 FG0108  HISTORY     - 1959     GOOD             NGS
 FG0108  HISTORY     - 20050217 MARK NOT FOUND   ARHD
 FG0108
 FG0108                          STATION DESCRIPTION
 FG0108
 FG0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0108'3.2 MI E FROM VILONIA.
 FG0108'3.2 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE NAZARENE CHURCH AT
 FG0108'VILONIA, FAULKNER COUNTY, 105 FEET WEST OF THE NORTHWEST CORNER OF THE
 FG0108'FARMHOUSE OF G.I. KIRBY IN 1934, 36.4 FEET SOUTH OF THE CENTERLINE OF
 FG0108'THE HIGHWAY, 7.3 FEET WEST OF THE NORTHWEST CORNER OF A GARAGE, 4.5
 FG0108'FEET WEST OF THE WEST END OF AN IRON GATE, AND 1.3 FEET NORTH OF A
 FG0108'FENCE PARALLELING THE HIGHWAY.  A STANDARD DISK, STAMPED L 69 1934 AND
 FG0108'SET IN THE TOP OF A CONCRETE POST.
 FG0108
 FG0108                          STATION RECOVERY (2005)
 FG0108
 FG0108'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0036 ***********************************************************************
 FG0036  DESIGNATION -  L 7
 FG0036  PID         -  FG0036
 FG0036  STATE/COUNTY-  AR/VAN BUREN
 FG0036  USGS QUAD   -  SHIRLEY (1981)
 FG0036
 FG0036                         *CURRENT SURVEY CONTROL
 FG0036  ___________________________________________________________________
 FG0036* NAD 83(1986)-  35 41 02.     (N)    092 18 18.     (W)     SCALED    
 FG0036* NAVD 88     -       169.386  (meters)     555.73   (feet)  ADJUSTED  
 FG0036  ___________________________________________________________________
 FG0036  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FG0036  DYNAMIC HT  -         169.230 (meters)     555.22  (feet)  COMP
 FG0036  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 FG0036
 FG0036  VERT ORDER  -  FIRST     CLASS II
 FG0036
 FG0036.The horizontal coordinates were scaled from a topographic map and have
 FG0036.an estimated accuracy of +/- 6 seconds.
 FG0036
 FG0036.The orthometric height was determined by differential leveling
 FG0036.and adjusted by the National Geodetic Survey in June 1991..
 FG0036
 FG0036.The geoid height was determined by GEOID03.
 FG0036
 FG0036.The dynamic height is computed by dividing the NAVD 88
 FG0036.geopotential number by the normal gravity value computed on the
 FG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0036.degrees latitude (g = 980.6199 gals.).
 FG0036
 FG0036.The modeled gravity was interpolated from observed gravity values.
 FG0036
 FG0036;                    North         East    Units  Estimated Accuracy
 FG0036;SPC AR N     -   149,880.      372,390.      MT  (+/- 180 meters Scaled)
 FG0036
 FG0036                          SUPERSEDED SURVEY CONTROL
 FG0036
 FG0036  NGVD 29 (??/??/92)  169.278  (m)          555.37   (f) ADJ UNCH    1 2
 FG0036
 FG0036.Superseded values are not recommended for survey control.
 FG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0036.See file dsdata.txt to determine how the superseded data were derived.
 FG0036
 FG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV628491(NAD 83)
 FG0036_MARKER: DB = BENCH MARK DISK
 FG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0036_STAMPING: L-7 1931
 FG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0036+STABILITY: SURFACE MOTION
 FG0036
 FG0036  HISTORY     - Date     Condition        Report By
 FG0036  HISTORY     - 1931     MONUMENTED       CGS
 FG0036  HISTORY     - 1934     GOOD             NGS
 FG0036  HISTORY     - 1935     MARK NOT FOUND   NGS
 FG0036
 FG0036                          STATION DESCRIPTION
 FG0036
 FG0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0036'2.7 MI N FROM SHIRLEY.
 FG0036'ABOUT 2.7 MILES NORTH OF SHIRLEY, ALONG THE MO. AND NORTH ARK. R.R.
 FG0036'FROM THE STATION.  55 FEET NORTH OF POLE 212-11.  40 FEET EAST OF THE
 FG0036'EAST RAIL, AND 1 FOOT FROM THE R/W FENCE.  STANDARD TABLET IN TOP OF
 FG0036'CONCRETE POST.
 FG0036
 FG0036                          STATION RECOVERY (1935)
 FG0036
 FG0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0008 ***********************************************************************
 EJ0008  DESIGNATION -  L 70
 EJ0008  PID         -  EJ0008
 EJ0008  STATE/COUNTY-  AR/PULASKI
 EJ0008  USGS QUAD   -  MAYFLOWER (1987)
 EJ0008
 EJ0008                         *CURRENT SURVEY CONTROL
 EJ0008  ___________________________________________________________________
 EJ0008* NAD 83(1986)-  34 52 45.     (N)    092 23 24.     (W)     SCALED    
 EJ0008* NAVD 88     -        81.827  (meters)     268.46   (feet)  ADJUSTED  
 EJ0008  ___________________________________________________________________
 EJ0008  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EJ0008  DYNAMIC HT  -          81.750 (meters)     268.21  (feet)  COMP
 EJ0008  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 EJ0008
 EJ0008  VERT ORDER  -  FIRST     CLASS II
 EJ0008
 EJ0008.The horizontal coordinates were scaled from a topographic map and have
 EJ0008.an estimated accuracy of +/- 6 seconds.
 EJ0008
 EJ0008.The orthometric height was determined by differential leveling
 EJ0008.and adjusted by the National Geodetic Survey in June 1991..
 EJ0008
 EJ0008.The geoid height was determined by GEOID03.
 EJ0008
 EJ0008.The dynamic height is computed by dividing the NAVD 88
 EJ0008.geopotential number by the normal gravity value computed on the
 EJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0008.degrees latitude (g = 980.6199 gals.).
 EJ0008
 EJ0008.The modeled gravity was interpolated from observed gravity values.
 EJ0008
 EJ0008;                    North         East    Units  Estimated Accuracy
 EJ0008;SPC AR S     -   645,470.      364,340.      MT  (+/- 180 meters Scaled)
 EJ0008
 EJ0008                          SUPERSEDED SURVEY CONTROL
 EJ0008
 EJ0008  NGVD 29 (??/??/92)   81.895  (m)          268.68   (f) ADJ UNCH    1 2
 EJ0008
 EJ0008.Superseded values are not recommended for survey control.
 EJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0008.See file dsdata.txt to determine how the superseded data were derived.
 EJ0008
 EJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU557598(NAD 83)
 EJ0008_MARKER: DB = BENCH MARK DISK
 EJ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0008_STAMPING: L 70 1934
 EJ0008_MARK LOGO: CGS   
 EJ0008_PROJECTION: FLUSH
 EJ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0008+STABILITY: SURFACE MOTION
 EJ0008
 EJ0008  HISTORY     - Date     Condition        Report By
 EJ0008  HISTORY     - 1934     MONUMENTED       CGS
 EJ0008  HISTORY     - 1967     GOOD             NGS
 EJ0008  HISTORY     - 1984     GOOD             NGS
 EJ0008  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0008  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0008  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0008  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0008
 EJ0008                          STATION DESCRIPTION
 EJ0008
 EJ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0008'1.9 MI NW FROM MARCHE.
 EJ0008'IT IS 1.9 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EJ0008'MARCHE, 0.2 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY 365 AND
 EJ0008'ASHLEY ROAD, 41 FEET NORTH-NORTHWEST OF A SIGNAL SWITCH STAND, 46.5
 EJ0008'FEET NORTH OF THE NORTH OF THE NORTH RAIL OF THE TRACKS, 27 FEET EAST
 EJ0008'OF THE CENTER OF A FARM ROAD, 19 FEET NORTHWEST OF A POWERLINE POLE, 1
 EJ0008'FOOT SOUTH OF A FENCE, 0.5 FEET WEST OF A METAL WITNESS POST AND SET
 EJ0008'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST 1 INCH BELOW THE GROUND
 EJ0008'SURFACE.
 EJ0008
 EJ0008                          STATION RECOVERY (1984)
 EJ0008
 EJ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0008'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.1 KM
 EJ0008'(10.6 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE INTERSTATE 40
 EJ0008'OVERPASS IN NORTH LITTLE ROCK, THENCE 0.4 KM (0.25 MI) SOUTH ALONG
 EJ0008'ASHLEY LOOP TO THE MARK ON THE LEFT, 14.94 METERS (49.0 FT) NORTH OF
 EJ0008'THE CENTER OF THE MISSOURI PACIFIC RAILROAD TRACK, 13.99 METERS
 EJ0008'(45.9 FT) NORTH OF A SWITCH STAND FOR THE RAILROAD, 10.03 METERS
 EJ0008'(32.9 FT) NORTHEAST OF THE CENTER OF TWIN PIPE CULVERTS UNDER A FARM
 EJ0008'ROAD, AND 8.17 METERS (26.8 FT) EAST OF THE APPROXIMATE CENTER OF THE
 EJ0008'FARM ROAD.
 EJ0008'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 EJ0008'THE MARK IS 0.91 M BELOW TRACKS.
 EJ0008
 EJ0008                          STATION RECOVERY (1988)
 EJ0008
 EJ0008'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0008'MARK NOT FOUND.
 EJ0008
 EJ0008                          STATION RECOVERY (1989)
 EJ0008
 EJ0008'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0008'MARK NOT FOUND.
 EJ0008
 EJ0008                          STATION RECOVERY (1989)
 EJ0008
 EJ0008'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0008'MARK NOT FOUND.
 EJ0008
 EJ0008                          STATION RECOVERY (1990)
 EJ0008
 EJ0008'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0404 ***********************************************************************
 FG0404  DESIGNATION -  L 71
 FG0404  PID         -  FG0404
 FG0404  STATE/COUNTY-  AR/PERRY
 FG0404  USGS QUAD   -  HOUSTON (1990)
 FG0404
 FG0404                         *CURRENT SURVEY CONTROL
 FG0404  ___________________________________________________________________
 FG0404* NAD 83(1986)-  35 01 57.     (N)    092 41 33.     (W)     SCALED    
 FG0404* NAVD 88     -        91.105  (meters)     298.90   (feet)  ADJUSTED  
 FG0404  ___________________________________________________________________
 FG0404  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FG0404  DYNAMIC HT  -          91.019 (meters)     298.62  (feet)  COMP
 FG0404  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 FG0404
 FG0404  VERT ORDER  -  SECOND    CLASS 0
 FG0404
 FG0404.The horizontal coordinates were scaled from a topographic map and have
 FG0404.an estimated accuracy of +/- 6 seconds.
 FG0404
 FG0404.The orthometric height was determined by differential leveling
 FG0404.and adjusted by the National Geodetic Survey in June 1991..
 FG0404
 FG0404.The geoid height was determined by GEOID03.
 FG0404
 FG0404.The dynamic height is computed by dividing the NAVD 88
 FG0404.geopotential number by the normal gravity value computed on the
 FG0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0404.degrees latitude (g = 980.6199 gals.).
 FG0404
 FG0404.The modeled gravity was interpolated from observed gravity values.
 FG0404
 FG0404;                    North         East    Units  Estimated Accuracy
 FG0404;SPC AR N     -    77,790.      336,810.      MT  (+/- 180 meters Scaled)
 FG0404
 FG0404                          SUPERSEDED SURVEY CONTROL
 FG0404
 FG0404  NGVD 29 (??/??/92)   91.132  (m)          298.99   (f) ADJ UNCH    2 0
 FG0404
 FG0404.Superseded values are not recommended for survey control.
 FG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0404.See file dsdata.txt to determine how the superseded data were derived.
 FG0404
 FG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU280766(NAD 83)
 FG0404_MARKER: DB = BENCH MARK DISK
 FG0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0404_STAMPING: L-71 1934
 FG0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0404+STABILITY: SURFACE MOTION
 FG0404
 FG0404  HISTORY     - Date     Condition        Report By
 FG0404  HISTORY     - 1934     MONUMENTED       CGS
 FG0404
 FG0404                          STATION DESCRIPTION
 FG0404
 FG0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0404'IN HOUSTON.
 FG0404'ABOUT 400 FEET SOUTHEAST OF RAILROAD DEPOT WAITING ROOM.  97 FEET
 FG0404'NORTH OF NORTH CORNER OF RAILROAD SECTION FOREMANS HOUSE.  29.8 FEET
 FG0404'NORTHEAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  5.1
 FG0404'FEET NORTH OF WEST CORNER OF GARDEN FENCE.  1.7 FEET NORTHWEST OF
 FG0404'NORTHEAST AND SOUTHWEST FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0316 ***********************************************************************
 FG0316  DESIGNATION -  L 72
 FG0316  PID         -  FG0316
 FG0316  STATE/COUNTY-  AR/POPE
 FG0316  USGS QUAD   -  MORRILTON WEST (1991)
 FG0316
 FG0316                         *CURRENT SURVEY CONTROL
 FG0316  ___________________________________________________________________
 FG0316* NAD 83(1986)-  35 14 30.     (N)    092 52 30.     (W)     SCALED    
 FG0316* NAVD 88     -       100.482  (meters)     329.66   (feet)  ADJUSTED  
 FG0316  ___________________________________________________________________
 FG0316  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FG0316  DYNAMIC HT  -         100.388 (meters)     329.36  (feet)  COMP
 FG0316  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FG0316
 FG0316  VERT ORDER  -  FIRST     CLASS II
 FG0316
 FG0316.The horizontal coordinates were scaled from a topographic map and have
 FG0316.an estimated accuracy of +/- 6 seconds.
 FG0316
 FG0316.The orthometric height was determined by differential leveling
 FG0316.and adjusted by the National Geodetic Survey in June 1991..
 FG0316.WARNING-Repeat measurements at this control monument indicate possible
 FG0316.vertical movement.
 FG0316
 FG0316.The geoid height was determined by GEOID03.
 FG0316
 FG0316.The dynamic height is computed by dividing the NAVD 88
 FG0316.geopotential number by the normal gravity value computed on the
 FG0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0316.degrees latitude (g = 980.6199 gals.).
 FG0316
 FG0316.The modeled gravity was interpolated from observed gravity values.
 FG0316
 FG0316;                    North         East    Units  Estimated Accuracy
 FG0316;SPC AR N     -   101,130.      320,360.      MT  (+/- 180 meters Scaled)
 FG0316
 FG0316                          SUPERSEDED SURVEY CONTROL
 FG0316
 FG0316  NGVD 29 (??/??/92)  100.474  (m)          329.64   (f) ADJ UNCH    1 2
 FG0316
 FG0316.Superseded values are not recommended for survey control.
 FG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0316.See file dsdata.txt to determine how the superseded data were derived.
 FG0316
 FG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU113998(NAD 83)
 FG0316_MARKER: DB = BENCH MARK DISK
 FG0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0316_STAMPING: L 72 1934
 FG0316_MARK LOGO: CGS   
 FG0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0316+STABILITY: SURFACE MOTION
 FG0316
 FG0316  HISTORY     - Date     Condition        Report By
 FG0316  HISTORY     - 1934     MONUMENTED       CGS
 FG0316  HISTORY     - 1967     GOOD             NGS
 FG0316  HISTORY     - 1984     GOOD             NGS
 FG0316  HISTORY     - 1987     GOOD             USPSQD
 FG0316  HISTORY     - 1988     GOOD             USPSQD
 FG0316  HISTORY     - 1989     GOOD             USPSQD
 FG0316  HISTORY     - 1989     GOOD             USPSQD
 FG0316
 FG0316                          STATION DESCRIPTION
 FG0316
 FG0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0316'3.4 MI E FROM ATKINS.
 FG0316'IT IS 3.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FG0316'STATION AT ATKINS, 120 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 64, 44
 FG0316'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 18 FEET EAST OF
 FG0316'THE CENTER OF A FARM ROAD WHICH CROSSES THE TRACKS, 12 FEET EAST OF
 FG0316'THE EAST GATEPOST OF A GATE, 12 FEET SOUTHEAST OF A TELEPHONE LINE
 FG0316'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE
 FG0316'AND SET IN THE TOP OF A  6 INCH SQUARE CONCRETE POST PROJECTING 4
 FG0316'INCHES.
 FG0316
 FG0316                          STATION RECOVERY (1984)
 FG0316
 FG0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0316'RECOVERED IN GOOD CONDITION.
 FG0316
 FG0316                          STATION RECOVERY (1987)
 FG0316
 FG0316'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0316'RECOVERED IN GOOD CONDITION.
 FG0316
 FG0316                          STATION RECOVERY (1988)
 FG0316
 FG0316'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0316'RECOVERED IN GOOD CONDITION.
 FG0316
 FG0316                          STATION RECOVERY (1989)
 FG0316
 FG0316'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0316'RECOVERED IN GOOD CONDITION.
 FG0316
 FG0316                          STATION RECOVERY (1989)
 FG0316
 FG0316'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0924 ***********************************************************************
 EJ0924  DESIGNATION -  L 73
 EJ0924  PID         -  EJ0924
 EJ0924  STATE/COUNTY-  AR/SALINE
 EJ0924  USGS QUAD   -  PARON (1984)
 EJ0924
 EJ0924                         *CURRENT SURVEY CONTROL
 EJ0924  ___________________________________________________________________
 EJ0924* NAD 83(1986)-  34 49 17.     (N)    092 46 44.     (W)     SCALED    
 EJ0924* NAVD 88     -       191.829  (meters)     629.36   (feet)  ADJUSTED  
 EJ0924  ___________________________________________________________________
 EJ0924  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EJ0924  DYNAMIC HT  -         191.643 (meters)     628.75  (feet)  COMP
 EJ0924  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 EJ0924
 EJ0924  VERT ORDER  -  SECOND    CLASS 0
 EJ0924
 EJ0924.The horizontal coordinates were scaled from a topographic map and have
 EJ0924.an estimated accuracy of +/- 6 seconds.
 EJ0924
 EJ0924.The orthometric height was determined by differential leveling
 EJ0924.and adjusted by the National Geodetic Survey in June 1991..
 EJ0924
 EJ0924.The geoid height was determined by GEOID03.
 EJ0924
 EJ0924.The dynamic height is computed by dividing the NAVD 88
 EJ0924.geopotential number by the normal gravity value computed on the
 EJ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0924.degrees latitude (g = 980.6199 gals.).
 EJ0924
 EJ0924.The modeled gravity was interpolated from observed gravity values.
 EJ0924
 EJ0924;                    North         East    Units  Estimated Accuracy
 EJ0924;SPC AR S     -   639,270.      328,740.      MT  (+/- 180 meters Scaled)
 EJ0924
 EJ0924                          SUPERSEDED SURVEY CONTROL
 EJ0924
 EJ0924  NGVD 29 (??/??/92)  191.84   (m)          629.4    (f) COMPUTED    2 0
 EJ0924
 EJ0924.Superseded values are not recommended for survey control.
 EJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0924.See file dsdata.txt to determine how the superseded data were derived.
 EJ0924
 EJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU202532(NAD 83)
 EJ0924_MARKER: DB = BENCH MARK DISK
 EJ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0924_STAMPING: L-73 1935
 EJ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0924+STABILITY: SURFACE MOTION
 EJ0924
 EJ0924  HISTORY     - Date     Condition        Report By
 EJ0924  HISTORY     - 1935     MONUMENTED       CGS
 EJ0924  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0924
 EJ0924                          STATION DESCRIPTION
 EJ0924
 EJ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0924'3.9 MI N FROM PARON.
 EJ0924'3.9 MILES NORTH OF, ALONG ST. HWY. NO. 9, FROM SCHOOL ABOUT 120 FEET
 EJ0924'NORTHWEST OF WOODEN HIGHWAY BRIDGE.  63.6 FEET NORTHWEST OF CENTERLINE
 EJ0924'OF JUNCTION OF HWY. NO. 9 AND FARM ROAD LEADING WEST. 46.7 FEET WEST
 EJ0924'OF CENTERLINE OF ST. HWY. NO. 9.  6.6 FEET NORTH OF 8-IN. IN DIAMETER
 EJ0924'TWIN PINE TREES.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0924
 EJ0924                          STATION RECOVERY (1998)
 EJ0924
 EJ0924'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0925 ***********************************************************************
 EJ0925  DESIGNATION -  L 73 RESET
 EJ0925  PID         -  EJ0925
 EJ0925  STATE/COUNTY-  AR/SALINE
 EJ0925  USGS QUAD   -  PARON (1984)
 EJ0925
 EJ0925                         *CURRENT SURVEY CONTROL
 EJ0925  ___________________________________________________________________
 EJ0925* NAD 83(1986)-  34 49 17.     (N)    092 46 44.     (W)     SCALED    
 EJ0925* NAVD 88     -       192.22   (meters)     630.6    (feet)  RESET     
 EJ0925  ___________________________________________________________________
 EJ0925  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EJ0925
 EJ0925  VERT ORDER  -  THIRD
 EJ0925
 EJ0925.The horizontal coordinates were scaled from a topographic map and have
 EJ0925.an estimated accuracy of +/- 6 seconds.
 EJ0925
 EJ0925.The orthometric height was computed from unverified reset data.
 EJ0925.No vertical observational check was made to the station.
 EJ0925
 EJ0925.The geoid height was determined by GEOID03.
 EJ0925
 EJ0925;                    North         East    Units  Estimated Accuracy
 EJ0925;SPC AR S     -   639,270.      328,740.      MT  (+/- 180 meters Scaled)
 EJ0925
 EJ0925                          SUPERSEDED SURVEY CONTROL
 EJ0925
 EJ0925  NGVD 29 (??/??/??)  192.24   (m)          630.7    (f) RESET       3  
 EJ0925
 EJ0925.Superseded values are not recommended for survey control.
 EJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0925.See file dsdata.txt to determine how the superseded data were derived.
 EJ0925
 EJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU202532(NAD 83)
 EJ0925_MARKER: DB = BENCH MARK DISK
 EJ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0925_STAMPING: L 73 RESET 1959
 EJ0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0925+STABILITY: SURFACE MOTION
 EJ0925
 EJ0925  HISTORY     - Date     Condition        Report By
 EJ0925  HISTORY     - 1959     MONUMENTED       CGS
 EJ0925  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0925
 EJ0925                          STATION DESCRIPTION
 EJ0925
 EJ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EJ0925'3.9 MI N FROM PARON.
 EJ0925'LOCATED 3.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE SCHOOLHOUSE AT
 EJ0925'PARON, OR 4.6 MILES SOUTH ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 EJ0925'STATE HIGHWAY 10.  IT IS 95 FEET EAST OF THE CENTERLINE OF THE
 EJ0925'HIGHWAY, 266 FEET NORTHEAST OF THE CENTER OF A DOUBLE CONCRETE BOX
 EJ0925'CULVERT UNDER THE HIGHWAY, 132 FEET NORTH OF THE CENTER OF THE CREEK
 EJ0925'UNDER THE OLD ROAD BED, 25 FEET EAST OF THE CENTER OF THE OLD ROADBED,
 EJ0925'AND 1 FOOT EAST OF A METAL WITNESS POST BEARING A WHITE SIGN, AND SET
 EJ0925'IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 EJ0925
 EJ0925                          STATION RECOVERY (1998)
 EJ0925
 EJ0925'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1236 ***********************************************************************
 FF1236  DESIGNATION -  L 74
 FF1236  PID         -  FF1236
 FF1236  STATE/COUNTY-  AR/WOODRUFF
 FF1236  USGS QUAD   -  MC CRORY (1980)
 FF1236
 FF1236                         *CURRENT SURVEY CONTROL
 FF1236  ___________________________________________________________________
 FF1236* NAD 83(1986)-  35 15 30.     (N)    091 14 03.     (W)     SCALED    
 FF1236* NAVD 88     -        61.106  (meters)     200.48   (feet)  ADJUSTED  
 FF1236  ___________________________________________________________________
 FF1236  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF1236  DYNAMIC HT  -          61.051 (meters)     200.30  (feet)  COMP
 FF1236  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 FF1236
 FF1236  VERT ORDER  -  SECOND    CLASS 0
 FF1236
 FF1236.The horizontal coordinates were scaled from a topographic map and have
 FF1236.an estimated accuracy of +/- 6 seconds.
 FF1236
 FF1236.The orthometric height was determined by differential leveling
 FF1236.and adjusted by the National Geodetic Survey in June 1991..
 FF1236
 FF1236.The geoid height was determined by GEOID03.
 FF1236
 FF1236.The dynamic height is computed by dividing the NAVD 88
 FF1236.geopotential number by the normal gravity value computed on the
 FF1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1236.degrees latitude (g = 980.6199 gals.).
 FF1236
 FF1236.The modeled gravity was interpolated from observed gravity values.
 FF1236
 FF1236;                    North         East    Units  Estimated Accuracy
 FF1236;SPC AR N     -   102,890.      469,690.      MT  (+/- 180 meters Scaled)
 FF1236
 FF1236                          SUPERSEDED SURVEY CONTROL
 FF1236
 FF1236  NGVD 29 (??/??/??)   61.069  (m)          200.36   (f) ADJUSTED    2 0
 FF1236
 FF1236.Superseded values are not recommended for survey control.
 FF1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1236.See file dsdata.txt to determine how the superseded data were derived.
 FF1236
 FF1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV606031(NAD 83)
 FF1236_MARKER: DB = BENCH MARK DISK
 FF1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1236_STAMPING: 200.305 L 74 1934
 FF1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1236+STABILITY: SURFACE MOTION
 FF1236
 FF1236  HISTORY     - Date     Condition        Report By
 FF1236  HISTORY     - 1934     MONUMENTED       CGS
 FF1236  HISTORY     - 1970     GOOD             USGS
 FF1236  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1236  HISTORY     - 20060926 MARK NOT FOUND   JCLS
 FF1236
 FF1236                          STATION DESCRIPTION
 FF1236
 FF1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1236'AT PATTERSON.
 FF1236'AT PATTERSON, WOODRUFF COUNTY, 78 FEET NORTH OF THE NORTHWEST
 FF1236'CORNER OF THE ABANDONED MISSOURI PACIFIC RAILROAD STATION, 66
 FF1236'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE CHICAGO, ROCK
 FF1236'ISLAND AND PACIFIC RAILROAD AND THE MISSOURI PACIFIC RAILROAD,
 FF1236'20 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME WAREHOUSE, AND
 FF1236'4 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 FF1236'STAMPED 200.305 L 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1236'NOTE-- MARK IS 106 FEET E OF HIGHWAY 17, 51 FEET N OF N RAIL
 FF1236'AND 28 FEET NE OF POWER POLE.
 FF1236
 FF1236                          STATION RECOVERY (1970)
 FF1236
 FF1236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1236'RECOVERED IN GOOD CONDITION.
 FF1236
 FF1236                          STATION RECOVERY (2003)
 FF1236
 FF1236'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1236'MARK NOT FOUND.
 FF1236
 FF1236                          STATION RECOVERY (2006)
 FF1236
 FF1236'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FF1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0780 ***********************************************************************
 EJ0780  DESIGNATION -  L 78
 EJ0780  PID         -  EJ0780
 EJ0780  STATE/COUNTY-  AR/GARLAND
 EJ0780  USGS QUAD   -  LONSDALE (1984)
 EJ0780
 EJ0780                         *CURRENT SURVEY CONTROL
 EJ0780  ___________________________________________________________________
 EJ0780* NAD 83(1986)-  34 32 40.     (N)    092 48 30.     (W)     SCALED    
 EJ0780* NAVD 88     -       129.256  (meters)     424.07   (feet)  ADJUSTED  
 EJ0780  ___________________________________________________________________
 EJ0780  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0780  DYNAMIC HT  -         129.133 (meters)     423.66  (feet)  COMP
 EJ0780  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 EJ0780
 EJ0780  VERT ORDER  -  SECOND    CLASS 0
 EJ0780
 EJ0780.The horizontal coordinates were scaled from a topographic map and have
 EJ0780.an estimated accuracy of +/- 6 seconds.
 EJ0780
 EJ0780.The orthometric height was determined by differential leveling
 EJ0780.and adjusted by the National Geodetic Survey in June 1991..
 EJ0780
 EJ0780.The geoid height was determined by GEOID03.
 EJ0780
 EJ0780.The dynamic height is computed by dividing the NAVD 88
 EJ0780.geopotential number by the normal gravity value computed on the
 EJ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0780.degrees latitude (g = 980.6199 gals.).
 EJ0780
 EJ0780.The modeled gravity was interpolated from observed gravity values.
 EJ0780
 EJ0780;                    North         East    Units  Estimated Accuracy
 EJ0780;SPC AR S     -   608,570.      325,810.      MT  (+/- 180 meters Scaled)
 EJ0780
 EJ0780                          SUPERSEDED SURVEY CONTROL
 EJ0780
 EJ0780  NGVD 29 (??/??/92)  129.270  (m)          424.11   (f) ADJ UNCH    2 0
 EJ0780
 EJ0780.Superseded values are not recommended for survey control.
 EJ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0780.See file dsdata.txt to determine how the superseded data were derived.
 EJ0780
 EJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU175225(NAD 83)
 EJ0780_MARKER: DB = BENCH MARK DISK
 EJ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0780_STAMPING: L-78 1935
 EJ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0780+STABILITY: SURFACE MOTION
 EJ0780
 EJ0780  HISTORY     - Date     Condition        Report By
 EJ0780  HISTORY     - 1935     MONUMENTED       CGS
 EJ0780  HISTORY     - 1935     GOOD             NGS
 EJ0780  HISTORY     - 1939     GOOD             NGS
 EJ0780
 EJ0780                          STATION DESCRIPTION
 EJ0780
 EJ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0780'IN LONSDALE.
 EJ0780'AT LONSDALE.  ABOUT 0.15 MILE EAST OF THE M.P. RAILWAY STATION. ABOUT
 EJ0780'115 FEET EAST OF NORTHEAST CORNER OF ELMER CARDOMS HOUSE.  84.4 FEET
 EJ0780'SOUTHWEST OF CENTERLINE OF RAILROAD CROSSING.  46.2 FEET SOUTH OF
 EJ0780'CENTERLINE OF M.P. RAILROAD.  8.8 FEET WEST OF THE NORTHEAST FENCE
 EJ0780'CORNER AND NORTH END OF GATE.  1.6 FEET NORTH OF FENCE PARALLELING
 EJ0780'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0780
 EJ0780                          STATION RECOVERY (1939)
 EJ0780
 EJ0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EJ0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0757 ***********************************************************************
 EJ0757  DESIGNATION -  L 79
 EJ0757  PID         -  EJ0757
 EJ0757  STATE/COUNTY-  AR/SALINE
 EJ0757  USGS QUAD   -  BENTON (1984)
 EJ0757
 EJ0757                         *CURRENT SURVEY CONTROL
 EJ0757  ___________________________________________________________________
 EJ0757* NAD 83(1986)-  34 31 48.     (N)    092 37 06.     (W)     SCALED    
 EJ0757* NAVD 88     -        87.012  (meters)     285.47   (feet)  ADJUSTED  
 EJ0757  ___________________________________________________________________
 EJ0757  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ0757  DYNAMIC HT  -          86.931 (meters)     285.21  (feet)  COMP
 EJ0757  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 EJ0757
 EJ0757  VERT ORDER  -  SECOND    CLASS 0
 EJ0757
 EJ0757.The horizontal coordinates were scaled from a topographic map and have
 EJ0757.an estimated accuracy of +/- 6 seconds.
 EJ0757
 EJ0757.The orthometric height was determined by differential leveling
 EJ0757.and adjusted by the National Geodetic Survey in June 1991..
 EJ0757
 EJ0757.The geoid height was determined by GEOID03.
 EJ0757
 EJ0757.The dynamic height is computed by dividing the NAVD 88
 EJ0757.geopotential number by the normal gravity value computed on the
 EJ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0757.degrees latitude (g = 980.6199 gals.).
 EJ0757
 EJ0757.The modeled gravity was interpolated from observed gravity values.
 EJ0757
 EJ0757;                    North         East    Units  Estimated Accuracy
 EJ0757;SPC AR S     -   606,840.      343,240.      MT  (+/- 180 meters Scaled)
 EJ0757
 EJ0757                          SUPERSEDED SURVEY CONTROL
 EJ0757
 EJ0757  NGVD 29 (??/??/92)   87.035  (m)          285.55   (f) ADJ UNCH    2 0
 EJ0757
 EJ0757.Superseded values are not recommended for survey control.
 EJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0757.See file dsdata.txt to determine how the superseded data were derived.
 EJ0757
 EJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU350209(NAD 83)
 EJ0757_MARKER: DB = BENCH MARK DISK
 EJ0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0757_SP_SET: ABUTMENT
 EJ0757_STAMPING: L-79 1935
 EJ0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0757
 EJ0757  HISTORY     - Date     Condition        Report By
 EJ0757  HISTORY     - 1935     MONUMENTED       CGS
 EJ0757  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0757  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0757
 EJ0757                          STATION DESCRIPTION
 EJ0757
 EJ0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0757'2.1 MI N FROM HASKELL.
 EJ0757'2.1 MILES NORTH OF, ALONG M.P.R.R. TABLET SET HORIZONTALLY ON
 EJ0757'SOUTHWEST END OF SOUTHEAST ABUTMENT TO R.R. BRIDGE NO. 569-A.  ABOUT
 EJ0757'400 FT. NORTHWEST OF P.P.SWITCH MARKER AND SIGNAL STAND.  8.5 FT.
 EJ0757'SOUTHWEST OF CENTERLINE OF MISSOURI PACIFIC R.R..  4.2 FT. NORTHEAST
 EJ0757'OF SOUTHWEST END OF ABUTMENT.  1.8 FT. SOUTHWEST OF SOUTHEAST END OF
 EJ0757'SOUTHWEST RETAINING WALL.
 EJ0757
 EJ0757                          STATION RECOVERY (1973)
 EJ0757
 EJ0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EJ0757'MARK NOT FOUND.
 EJ0757
 EJ0757                          STATION RECOVERY (1998)
 EJ0757
 EJ0757'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1312 ***********************************************************************
 FF1312  DESIGNATION -  L 8
 FF1312  PID         -  FF1312
 FF1312  STATE/COUNTY-  AR/WHITE
 FF1312  USGS QUAD   -  KENSETT (1994)
 FF1312
 FF1312                         *CURRENT SURVEY CONTROL
 FF1312  ___________________________________________________________________
 FF1312* NAD 83(1986)-  35 13 48.     (N)    091 40 10.     (W)     SCALED    
 FF1312* NAVD 88     -        67.783  (meters)     222.38   (feet)  ADJUSTED  
 FF1312  ___________________________________________________________________
 FF1312  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1312  DYNAMIC HT  -          67.722 (meters)     222.18  (feet)  COMP
 FF1312  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FF1312
 FF1312  VERT ORDER  -  FIRST     CLASS II
 FF1312
 FF1312.The horizontal coordinates were scaled from a topographic map and have
 FF1312.an estimated accuracy of +/- 6 seconds.
 FF1312
 FF1312.The orthometric height was determined by differential leveling
 FF1312.and adjusted by the National Geodetic Survey in June 1991..
 FF1312
 FF1312.The geoid height was determined by GEOID03.
 FF1312
 FF1312.The dynamic height is computed by dividing the NAVD 88
 FF1312.geopotential number by the normal gravity value computed on the
 FF1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1312.degrees latitude (g = 980.6199 gals.).
 FF1312
 FF1312.The modeled gravity was interpolated from observed gravity values.
 FF1312
 FF1312;                    North         East    Units  Estimated Accuracy
 FF1312;SPC AR N     -    99,530.      430,090.      MT  (+/- 180 meters Scaled)
 FF1312
 FF1312                          SUPERSEDED SURVEY CONTROL
 FF1312
 FF1312  NGVD 29 (??/??/??)   67.739  (m)          222.24   (f) ADJUSTED    1 2
 FF1312
 FF1312.Superseded values are not recommended for survey control.
 FF1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1312.See file dsdata.txt to determine how the superseded data were derived.
 FF1312
 FF1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU210993(NAD 83)
 FF1312_MARKER: DB = BENCH MARK DISK
 FF1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1312_STAMPING: 220.240 L 8 1931
 FF1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1312+STABILITY: SURFACE MOTION
 FF1312
 FF1312  HISTORY     - Date     Condition        Report By
 FF1312  HISTORY     - 1931     MONUMENTED       CGS
 FF1312  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1312  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF1312
 FF1312                          STATION DESCRIPTION
 FF1312
 FF1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1312'IN KENSETT.
 FF1312'AT KENSETT, WHITE COUNTY, 72 FEET SOUTH OF THE SEMAPHORE AT THE
 FF1312'MISSOURI PACIFIC RAILROAD STATION, 64 FEET EAST OF THE CENTER
 FF1312'OF THE CROSSING OF THE MISSOURI AND ARKANSAS RAILWAY MAIN LINE
 FF1312'WITH THE SOUTHEAST MAIN LINE OF THE M.P.R.R., 62 FEET WEST
 FF1312'OF THE WEST CORNER OF THE J.W. COWAN STORE, 38 FEET SOUTHEAST
 FF1312'OF THE CENTER LINE OF THE M.P.R.R. TRACK, AND SURROUNDED BY 3
 FF1312'RAILROAD RAILS DRIVEN VERTICALLY INTO THE GROUND.  A STANDARD
 FF1312'DISK, STAMPED 220.240 L 8 1931 AND SET IN THE TOP OF A CONCRETE
 FF1312'POST.
 FF1312
 FF1312                          STATION RECOVERY (1964)
 FF1312
 FF1312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1312'MARK NOT FOUND.
 FF1312
 FF1312                          STATION RECOVERY (1990)
 FF1312
 FF1312'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0493 ***********************************************************************
 GE0493  DESIGNATION -  L 8 2
 GE0493  PID         -  GE0493
 GE0493  STATE/COUNTY-  AR/LAWRENCE
 GE0493  USGS QUAD   -  EATON (1981)
 GE0493
 GE0493                         *CURRENT SURVEY CONTROL
 GE0493  ___________________________________________________________________
 GE0493* NAD 83(1986)-  36 03 50.     (N)    091 11 16.     (W)     SCALED    
 GE0493* NAVD 88     -       114.359  (meters)     375.19   (feet)  ADJUSTED  
 GE0493  ___________________________________________________________________
 GE0493  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GE0493  DYNAMIC HT  -         114.263 (meters)     374.88  (feet)  COMP
 GE0493  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 GE0493
 GE0493  VERT ORDER  -  SECOND    CLASS 0
 GE0493
 GE0493.The horizontal coordinates were scaled from a topographic map and have
 GE0493.an estimated accuracy of +/- 6 seconds.
 GE0493
 GE0493.The orthometric height was determined by differential leveling
 GE0493.and adjusted by the National Geodetic Survey in June 1991..
 GE0493
 GE0493.The geoid height was determined by GEOID03.
 GE0493
 GE0493.The dynamic height is computed by dividing the NAVD 88
 GE0493.geopotential number by the normal gravity value computed on the
 GE0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0493.degrees latitude (g = 980.6199 gals.).
 GE0493
 GE0493.The modeled gravity was interpolated from observed gravity values.
 GE0493
 GE0493;                    North         East    Units  Estimated Accuracy
 GE0493;SPC AR N     -   192,300.      473,170.      MT  (+/- 180 meters Scaled)
 GE0493
 GE0493                          SUPERSEDED SURVEY CONTROL
 GE0493
 GE0493  NGVD 29 (??/??/92)  114.269  (m)          374.90   (f) ADJ UNCH    2 0
 GE0493
 GE0493.Superseded values are not recommended for survey control.
 GE0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0493.See file dsdata.txt to determine how the superseded data were derived.
 GE0493
 GE0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV632925(NAD 83)
 GE0493_MARKER: DD = SURVEY DISK
 GE0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0493_STAMPING: L 8-2 1934
 GE0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0493+STABILITY: SURFACE MOTION
 GE0493
 GE0493  HISTORY     - Date     Condition        Report By
 GE0493  HISTORY     - 1934     MONUMENTED       DOD
 GE0493  HISTORY     - 1949     GOOD             NGS
 GE0493
 GE0493                          STATION DESCRIPTION
 GE0493
 GE0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GE0493'2.1 MI NE FROM EATON.
 GE0493'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 GE0493'AT EATON, AT THE SOUTH END OF A CURVE, 85 FEET NORTH OF THE
 GE0493'SOUTH JUNCTION WITH A COUNTY ROAD LEADING WEST, 26 FEET WEST OF
 GE0493'THE CENTERLINE OF THE HIGHWAY, AND 20 FEET EAST OF THE CENTERLINE
 GE0493'OF THE ROAD.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 GE0493'STAMPED L 8-2 1934 AND SET IN THE TOP OF A CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0497 ***********************************************************************
 GE0497  DESIGNATION -  L 8 3
 GE0497  PID         -  GE0497
 GE0497  STATE/COUNTY-  AR/LAWRENCE
 GE0497  USGS QUAD   -  BLACK ROCK (1974)
 GE0497
 GE0497                         *CURRENT SURVEY CONTROL
 GE0497  ___________________________________________________________________
 GE0497* NAD 83(1986)-  36 04 56.     (N)    091 07 11.     (W)     SCALED    
 GE0497* NAVD 88     -        90.717  (meters)     297.63   (feet)  ADJUSTED  
 GE0497  ___________________________________________________________________
 GE0497  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GE0497  DYNAMIC HT  -          90.642 (meters)     297.38  (feet)  COMP
 GE0497  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 GE0497
 GE0497  VERT ORDER  -  SECOND    CLASS 0
 GE0497
 GE0497.The horizontal coordinates were scaled from a topographic map and have
 GE0497.an estimated accuracy of +/- 6 seconds.
 GE0497
 GE0497.The orthometric height was determined by differential leveling
 GE0497.and adjusted by the National Geodetic Survey in June 1991..
 GE0497
 GE0497.The geoid height was determined by GEOID03.
 GE0497
 GE0497.The dynamic height is computed by dividing the NAVD 88
 GE0497.geopotential number by the normal gravity value computed on the
 GE0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0497.degrees latitude (g = 980.6199 gals.).
 GE0497
 GE0497.The modeled gravity was interpolated from observed gravity values.
 GE0497
 GE0497;                    North         East    Units  Estimated Accuracy
 GE0497;SPC AR N     -   194,380.      479,280.      MT  (+/- 180 meters Scaled)
 GE0497
 GE0497                          SUPERSEDED SURVEY CONTROL
 GE0497
 GE0497  NGVD 29 (??/??/92)   90.626  (m)          297.33   (f) ADJ UNCH    2 0
 GE0497
 GE0497.Superseded values are not recommended for survey control.
 GE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0497.See file dsdata.txt to determine how the superseded data were derived.
 GE0497
 GE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV692947(NAD 83)
 GE0497_MARKER: DD = SURVEY DISK
 GE0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0497_STAMPING: L 8-3 1934
 GE0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0497+STABILITY: SURFACE MOTION
 GE0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0497+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE0497
 GE0497  HISTORY     - Date     Condition        Report By
 GE0497  HISTORY     - 1934     MONUMENTED       DOD
 GE0497  HISTORY     - 1949     GOOD             NGS
 GE0497  HISTORY     - 20021026 GOOD             USACE
 GE0497
 GE0497                          STATION DESCRIPTION
 GE0497
 GE0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GE0497'AT POWHATAN.
 GE0497'AT POWHATAN, ABOUT 0.1 MILE WEST OF THE COURTHOUSE, 150 FEET
 GE0497'WEST OF THE JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 25, 64
 GE0497'FEET EAST OF THE NORTHEAST CORNER OF THE CHURCH, 57 FEET SOUTH
 GE0497'OF THE CENTERLINE OF U.S. HIGHWAY 63, AND 63 FEET NORTH OF THE
 GE0497'CENTERLINE OF STATE HIGHWAY 25.  A CORPS OF ENGINEERS, U.S.
 GE0497'ARMY, STANDARD DISK, STAMPED L 8-3 1934 AND SET IN THE TOP OF A
 GE0497'CONCRETE CYLINDER.
 GE0497
 GE0497                          STATION RECOVERY (2002)
 GE0497
 GE0497'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0495 ***********************************************************************
 GE0495  DESIGNATION -  L 8 4
 GE0495  PID         -  GE0495
 GE0495  STATE/COUNTY-  AR/LAWRENCE
 GE0495  USGS QUAD   -  EATON (1981)
 GE0495
 GE0495                         *CURRENT SURVEY CONTROL
 GE0495  ___________________________________________________________________
 GE0495* NAD 83(1986)-  36 04 00.     (N)    091 07 57.     (W)     SCALED    
 GE0495* NAVD 88     -        93.683  (meters)     307.36   (feet)  ADJUSTED  
 GE0495  ___________________________________________________________________
 GE0495  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GE0495  DYNAMIC HT  -          93.605 (meters)     307.10  (feet)  COMP
 GE0495  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GE0495
 GE0495  VERT ORDER  -  SECOND    CLASS 0
 GE0495
 GE0495.The horizontal coordinates were scaled from a topographic map and have
 GE0495.an estimated accuracy of +/- 6 seconds.
 GE0495
 GE0495.The orthometric height was determined by differential leveling
 GE0495.and adjusted by the National Geodetic Survey in June 1991..
 GE0495
 GE0495.The geoid height was determined by GEOID03.
 GE0495
 GE0495.The dynamic height is computed by dividing the NAVD 88
 GE0495.geopotential number by the normal gravity value computed on the
 GE0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0495.degrees latitude (g = 980.6199 gals.).
 GE0495
 GE0495.The modeled gravity was interpolated from observed gravity values.
 GE0495
 GE0495;                    North         East    Units  Estimated Accuracy
 GE0495;SPC AR N     -   192,650.      478,150.      MT  (+/- 180 meters Scaled)
 GE0495
 GE0495                          SUPERSEDED SURVEY CONTROL
 GE0495
 GE0495  NGVD 29 (??/??/92)   93.592  (m)          307.06   (f) ADJ UNCH    2 0
 GE0495
 GE0495.Superseded values are not recommended for survey control.
 GE0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0495.See file dsdata.txt to determine how the superseded data were derived.
 GE0495
 GE0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV681929(NAD 83)
 GE0495_MARKER: DD = SURVEY DISK
 GE0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0495_STAMPING: L 8-4 1934
 GE0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0495+STABILITY: SURFACE MOTION
 GE0495
 GE0495  HISTORY     - Date     Condition        Report By
 GE0495  HISTORY     - 1934     MONUMENTED       DOD
 GE0495  HISTORY     - 1949     GOOD             NGS
 GE0495
 GE0495                          STATION DESCRIPTION
 GE0495
 GE0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GE0495'2 MI SW FROM POWHATAN.
 GE0495'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE CHURCH AT
 GE0495'POWHATAN, 300 FEET SOUTHWEST OF A WHITE FARMHOUSE, 300 FEET
 GE0495'SOUTH OF A CURVE, 120 FEET SOUTH OF A YELLOW FARMHOUSE, 75 FEET
 GE0495'SOUTH OF A CURVE SIGN, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GE0495'HIGHWAY, AND 36 FEET NORTH OF A 10-INCH OAK TREE.  A CORPS OF
 GE0495'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED L 8-4 1934 AND SET
 GE0495'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0688 ***********************************************************************
 EJ0688  DESIGNATION -  L 81
 EJ0688  PID         -  EJ0688
 EJ0688  STATE/COUNTY-  AR/DALLAS
 EJ0688  USGS QUAD   -  CARTHAGE (1984)
 EJ0688
 EJ0688                         *CURRENT SURVEY CONTROL
 EJ0688  ___________________________________________________________________
 EJ0688* NAD 83(1986)-  34 06 23.     (N)    092 34 06.     (W)     SCALED    
 EJ0688* NAVD 88     -        94.021  (meters)     308.47   (feet)  ADJUSTED  
 EJ0688  ___________________________________________________________________
 EJ0688  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EJ0688  DYNAMIC HT  -          93.928 (meters)     308.16  (feet)  COMP
 EJ0688  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 EJ0688
 EJ0688  VERT ORDER  -  SECOND    CLASS 0
 EJ0688
 EJ0688.The horizontal coordinates were scaled from a topographic map and have
 EJ0688.an estimated accuracy of +/- 6 seconds.
 EJ0688
 EJ0688.The orthometric height was determined by differential leveling
 EJ0688.and adjusted by the National Geodetic Survey in June 1991..
 EJ0688
 EJ0688.The geoid height was determined by GEOID03.
 EJ0688
 EJ0688.The dynamic height is computed by dividing the NAVD 88
 EJ0688.geopotential number by the normal gravity value computed on the
 EJ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0688.degrees latitude (g = 980.6199 gals.).
 EJ0688
 EJ0688.The modeled gravity was interpolated from observed gravity values.
 EJ0688
 EJ0688;                    North         East    Units  Estimated Accuracy
 EJ0688;SPC AR S     -   559,830.      347,570.      MT  (+/- 180 meters Scaled)
 EJ0688
 EJ0688                          SUPERSEDED SURVEY CONTROL
 EJ0688
 EJ0688  NGVD 29 (??/??/92)   94.055  (m)          308.58   (f) ADJ UNCH    2 0
 EJ0688
 EJ0688.Superseded values are not recommended for survey control.
 EJ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0688.See file dsdata.txt to determine how the superseded data were derived.
 EJ0688
 EJ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT398740(NAD 83)
 EJ0688_MARKER: DB = BENCH MARK DISK
 EJ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0688_STAMPING: L-81 1935
 EJ0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0688+STABILITY: SURFACE MOTION
 EJ0688
 EJ0688  HISTORY     - Date     Condition        Report By
 EJ0688  HISTORY     - 1935     MONUMENTED       CGS
 EJ0688
 EJ0688                          STATION DESCRIPTION
 EJ0688
 EJ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0688'2.3 MI N FROM CARTHAGE.
 EJ0688'2.3 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION ABOUT .2 MILE
 EJ0688'SOUTHEAST OF RAILWAY TRESTLE.  ABOUT 300 FEET EAST OF TELEPHONE POLE
 EJ0688'27+25.  51.6 FEET NORTH OF CENTERLINE OF RAILROAD CROSSING.  45.4 FEET
 EJ0688'NORTHEAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. 6.2
 EJ0688'FEET NORTHWEST OF NORTHWEST END OF IRON GATE.  1.8 FEET SOUTHWEST OF
 EJ0688'FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1428 ***********************************************************************
 DK1428  DESIGNATION -  L 83
 DK1428  PID         -  DK1428
 DK1428  STATE/COUNTY-  AR/DREW
 DK1428  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1428
 DK1428                         *CURRENT SURVEY CONTROL
 DK1428  ___________________________________________________________________
 DK1428* NAD 83(1986)-  33 37 52.     (N)    091 51 47.     (W)     SCALED    
 DK1428* NAVD 88     -        69.431  (meters)     227.79   (feet)  ADJUSTED  
 DK1428  ___________________________________________________________________
 DK1428  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DK1428  DYNAMIC HT  -          69.361 (meters)     227.56  (feet)  COMP
 DK1428  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 DK1428
 DK1428  VERT ORDER  -  SECOND    CLASS 0
 DK1428
 DK1428.The horizontal coordinates were scaled from a topographic map and have
 DK1428.an estimated accuracy of +/- 6 seconds.
 DK1428
 DK1428.The orthometric height was determined by differential leveling
 DK1428.and adjusted by the National Geodetic Survey in June 1991..
 DK1428
 DK1428.The geoid height was determined by GEOID03.
 DK1428
 DK1428.The dynamic height is computed by dividing the NAVD 88
 DK1428.geopotential number by the normal gravity value computed on the
 DK1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1428.degrees latitude (g = 980.6199 gals.).
 DK1428
 DK1428.The modeled gravity was interpolated from observed gravity values.
 DK1428
 DK1428;                    North         East    Units  Estimated Accuracy
 DK1428;SPC AR S     -   506,980.      412,710.      MT  (+/- 180 meters Scaled)
 DK1428
 DK1428                          SUPERSEDED SURVEY CONTROL
 DK1428
 DK1428  NGVD 29 (??/??/??)   69.532  (m)          228.12   (f) ADJUSTED    2 0
 DK1428
 DK1428.Superseded values are not recommended for survey control.
 DK1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1428.See file dsdata.txt to determine how the superseded data were derived.
 DK1428
 DK1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT054218(NAD 83)
 DK1428_MARKER: DB = BENCH MARK DISK
 DK1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1428_STAMPING: L 83 1935
 DK1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1428+STABILITY: SURFACE MOTION
 DK1428
 DK1428  HISTORY     - Date     Condition        Report By
 DK1428  HISTORY     - 1935     MONUMENTED       CGS
 DK1428
 DK1428                          STATION DESCRIPTION
 DK1428
 DK1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1428'4.1 MI E FROM WILMAR.
 DK1428'4.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1428'WILMAR, DREW COUNTY, 116 YARDS EAST OF MILEPOST 450, 108 YARDS WEST OF
 DK1428'THE TENNESSEE SPUR SIGNBOARD, 45 FEET WEST OF THE CENTER OF A
 DK1428'DIRT-ROAD CROSSING, 37.4 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 DK1428'AND 33 FEET EAST OF POLE 1650.  A STANDARD DISK, STAMPED L 83 1935 AND
 DK1428'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0366 ***********************************************************************
 EJ0366  DESIGNATION -  L 84
 EJ0366  PID         -  EJ0366
 EJ0366  STATE/COUNTY-  AR/SALINE
 EJ0366  USGS QUAD   -  CANE CREEK (1984)
 EJ0366
 EJ0366                         *CURRENT SURVEY CONTROL
 EJ0366  ___________________________________________________________________
 EJ0366* NAD 83(1986)-  34 29 59.     (N)    092 20 38.     (W)     SCALED    
 EJ0366* NAVD 88     -       104.363  (meters)     342.40   (feet)  ADJUSTED  
 EJ0366  ___________________________________________________________________
 EJ0366  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EJ0366  DYNAMIC HT  -         104.264 (meters)     342.07  (feet)  COMP
 EJ0366  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 EJ0366
 EJ0366  VERT ORDER  -  SECOND    CLASS 0
 EJ0366
 EJ0366.The horizontal coordinates were scaled from a topographic map and have
 EJ0366.an estimated accuracy of +/- 6 seconds.
 EJ0366
 EJ0366.The orthometric height was determined by differential leveling
 EJ0366.and adjusted by the National Geodetic Survey in June 1991..
 EJ0366
 EJ0366.The geoid height was determined by GEOID03.
 EJ0366
 EJ0366.The dynamic height is computed by dividing the NAVD 88
 EJ0366.geopotential number by the normal gravity value computed on the
 EJ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0366.degrees latitude (g = 980.6199 gals.).
 EJ0366
 EJ0366.The modeled gravity was interpolated from observed gravity values.
 EJ0366
 EJ0366;                    North         East    Units  Estimated Accuracy
 EJ0366;SPC AR S     -   603,370.      368,420.      MT  (+/- 180 meters Scaled)
 EJ0366
 EJ0366                          SUPERSEDED SURVEY CONTROL
 EJ0366
 EJ0366  NGVD 29 (??/??/92)  104.412  (m)          342.56   (f) ADJ UNCH    2 0
 EJ0366
 EJ0366.Superseded values are not recommended for survey control.
 EJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0366.See file dsdata.txt to determine how the superseded data were derived.
 EJ0366
 EJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU602177(NAD 83)
 EJ0366_MARKER: DB = BENCH MARK DISK
 EJ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0366_STAMPING: L 84 1935
 EJ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0366+STABILITY: SURFACE MOTION
 EJ0366
 EJ0366  HISTORY     - Date     Condition        Report By
 EJ0366  HISTORY     - 1935     MONUMENTED       CGS
 EJ0366  HISTORY     - 1964     GOOD             NGS
 EJ0366
 EJ0366                          STATION DESCRIPTION
 EJ0366
 EJ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EJ0366'14.3 MI N FROM SHERIDAN.
 EJ0366'IN SALINE COUNTY, 14.3 MILES NORTH ALONG U.S. HIGHWAY 167 FROM THE
 EJ0366'COUNTY COURTHOUSE AT SHERIDAN, GRANT COUNTY, 0.4 MILE NORTH OF
 EJ0366'SALINE-GRAND COUNTY LINE, NEAR CENTER OF SEC. 31, T. 2 S., R. 12 W.,
 EJ0366'AT THE TOP OF A HILL, 32.4 FEET SOUTHEAST OF THE CENTERLINE OF OLD
 EJ0366'HIGHWAY AND 1 FOOT NORTH OF METAL WITNESS POST.  A STANDARD DISK,
 EJ0366'STAMPED L 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0906 ***********************************************************************
 FG0906  DESIGNATION -  L 85
 FG0906  PID         -  FG0906
 FG0906  STATE/COUNTY-  AR/JOHNSON
 FG0906  USGS QUAD   -  LUDWIG (1980)
 FG0906
 FG0906                         *CURRENT SURVEY CONTROL
 FG0906  ___________________________________________________________________
 FG0906* NAD 83(1986)-  35 30 29.     (N)    093 24 52.     (W)     SCALED    
 FG0906* NAVD 88     -       221.480  (meters)     726.64   (feet)  ADJUSTED  
 FG0906  ___________________________________________________________________
 FG0906  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FG0906  DYNAMIC HT  -         221.275 (meters)     725.97  (feet)  COMP
 FG0906  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FG0906
 FG0906  VERT ORDER  -  SECOND    CLASS 0
 FG0906
 FG0906.The horizontal coordinates were scaled from a topographic map and have
 FG0906.an estimated accuracy of +/- 6 seconds.
 FG0906
 FG0906.The orthometric height was determined by differential leveling
 FG0906.and adjusted by the National Geodetic Survey in June 1991..
 FG0906
 FG0906.The geoid height was determined by GEOID03.
 FG0906
 FG0906.The dynamic height is computed by dividing the NAVD 88
 FG0906.geopotential number by the normal gravity value computed on the
 FG0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0906.degrees latitude (g = 980.6199 gals.).
 FG0906
 FG0906.The modeled gravity was interpolated from observed gravity values.
 FG0906
 FG0906;                    North         East    Units  Estimated Accuracy
 FG0906;SPC AR N     -   131,250.      271,690.      MT  (+/- 180 meters Scaled)
 FG0906
 FG0906                          SUPERSEDED SURVEY CONTROL
 FG0906
 FG0906  NGVD 29 (??/??/92)  221.464  (m)          726.59   (f) ADJ UNCH    2 0
 FG0906
 FG0906.Superseded values are not recommended for survey control.
 FG0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0906.See file dsdata.txt to determine how the superseded data were derived.
 FG0906
 FG0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV624294(NAD 83)
 FG0906_MARKER: DB = BENCH MARK DISK
 FG0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0906_STAMPING: L-85 1935
 FG0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0906+STABILITY: SURFACE MOTION
 FG0906
 FG0906  HISTORY     - Date     Condition        Report By
 FG0906  HISTORY     - 1935     MONUMENTED       CGS
 FG0906  HISTORY     - 1975     MARK NOT FOUND   NGS
 FG0906
 FG0906                          STATION DESCRIPTION
 FG0906
 FG0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0906'1.2 MI E FROM LUDWIG.
 FG0906'1.2 MILE EAST OF, ALONG LUDWIG-HAGARVILLE RD., FROM THE LUDWIG SCHOOL.
 FG0906'ABOUT 350 FEET NORTH OF RIGHT CURVE IN ROAD. ABOUT 165 FEET SOUTH OF
 FG0906'CURVE IN ROAD TO EAST.  45 FEET EAST OF POTATOE PIT.  33 FEET
 FG0906'NORTHWEST OF NORTHWEST CORNER OF GEORGE REYNOLDS HOUSE.  30 FEET WEST
 FG0906'OF POST OAK TREE.  21 FEET EAST OF CENTERLINE OF LUDWIG-HAGARVILLE
 FG0906'ROAD.  4 FEET WEST OF CORNER POST.  TABLET SET IN PRECAST CONCRETE
 FG0906'POST.  NOTE-- THE G. REYNOLDS HOUSE NO LONGER EXISTS.  ROADS IN AREA
 FG0906'HAVE BEEN CHANGED.
 FG0906
 FG0906                          STATION RECOVERY (1975)
 FG0906
 FG0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FG0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0174 ***********************************************************************
 FF0174  DESIGNATION -  L 86
 FF0174  PID         -  FF0174
 FF0174  STATE/COUNTY-  AR/CRITTENDEN
 FF0174  USGS QUAD   -  CRAWFORDSVILLE (1993)
 FF0174
 FF0174                         *CURRENT SURVEY CONTROL
 FF0174  ___________________________________________________________________
 FF0174* NAD 83(1986)-  35 13 24.     (N)    090 19 39.     (W)     SCALED    
 FF0174* NAVD 88     -        67.923  (meters)     222.84   (feet)  POSTED    
 FF0174  ___________________________________________________________________
 FF0174  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0174  DYNAMIC HT  -          67.860 (meters)     222.64  (feet)  COMP
 FF0174  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FF0174
 FF0174  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0174
 FF0174.The horizontal coordinates were scaled from a topographic map and have
 FF0174.an estimated accuracy of +/- 6 seconds.
 FF0174
 FF0174.The orthometric height was determined by differential leveling
 FF0174.and adjusted by the National Geodetic Survey in 1992..
 FF0174.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0174.rate of 1.1 thru 2.0 mm/km.
 FF0174
 FF0174.The geoid height was determined by GEOID03.
 FF0174
 FF0174.The dynamic height is computed by dividing the NAVD 88
 FF0174.geopotential number by the normal gravity value computed on the
 FF0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0174.degrees latitude (g = 980.6199 gals.).
 FF0174
 FF0174.The modeled gravity was interpolated from observed gravity values.
 FF0174
 FF0174;                    North         East    Units  Estimated Accuracy
 FF0174;SPC AR N     -   100,030.      552,250.      MT  (+/- 180 meters Scaled)
 FF0174
 FF0174                          SUPERSEDED SURVEY CONTROL
 FF0174
 FF0174  NGVD 29 (??/??/??)   67.925  (m)          222.85   (f) ADJUSTED    2 0
 FF0174
 FF0174.Superseded values are not recommended for survey control.
 FF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0174.See file dsdata.txt to determine how the superseded data were derived.
 FF0174
 FF0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV432010(NAD 83)
 FF0174_MARKER: DB = BENCH MARK DISK
 FF0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0174_STAMPING: L 86 1935
 FF0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0174+STABILITY: SURFACE MOTION
 FF0174
 FF0174  HISTORY     - Date     Condition        Report By
 FF0174  HISTORY     - 1935     MONUMENTED       CGS
 FF0174  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0174  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0174
 FF0174                          STATION DESCRIPTION
 FF0174
 FF0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0174'AT CRAWFORDSVILLE.
 FF0174'44.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MISSOURI
 FF0174'PACIFIC RAILROAD STATION, 29.2 FEET NORTHWEST OF THE SIXTEENTH
 FF0174'POLE SOUTHEAST OF MILEPOST 361, AND 20 FEET NORTHEAST OF THE
 FF0174'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 86 1935
 FF0174'AND SET IN THE TOP OF A CONCRETE POST.
 FF0174
 FF0174                          STATION RECOVERY (1976)
 FF0174
 FF0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0174'MARK NOT FOUND.
 FF0174
 FF0174                          STATION RECOVERY (1976)
 FF0174
 FF0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1276 ***********************************************************************
 EH1276  DESIGNATION -  L 87
 EH1276  PID         -  EH1276
 EH1276  STATE/COUNTY-  AR/PRAIRIE
 EH1276  USGS QUAD   -  DES ARC EAST (1968)
 EH1276
 EH1276                         *CURRENT SURVEY CONTROL
 EH1276  ___________________________________________________________________
 EH1276* NAD 83(1986)-  34 53 09.     (N)    091 29 43.     (W)     SCALED    
 EH1276* NAVD 88     -        62.006  (meters)     203.43   (feet)  ADJUSTED  
 EH1276  ___________________________________________________________________
 EH1276  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH1276  DYNAMIC HT  -          61.948 (meters)     203.24  (feet)  COMP
 EH1276  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 EH1276
 EH1276  VERT ORDER  -  SECOND    CLASS 0
 EH1276
 EH1276.The horizontal coordinates were scaled from a topographic map and have
 EH1276.an estimated accuracy of +/- 6 seconds.
 EH1276
 EH1276.The orthometric height was determined by differential leveling
 EH1276.and adjusted by the National Geodetic Survey in June 1991..
 EH1276
 EH1276.The geoid height was determined by GEOID03.
 EH1276
 EH1276.The dynamic height is computed by dividing the NAVD 88
 EH1276.geopotential number by the normal gravity value computed on the
 EH1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1276.degrees latitude (g = 980.6199 gals.).
 EH1276
 EH1276.The modeled gravity was interpolated from observed gravity values.
 EH1276
 EH1276;                    North         East    Units  Estimated Accuracy
 EH1276;SPC AR S     -   646,260.      446,140.      MT  (+/- 180 meters Scaled)
 EH1276
 EH1276                          SUPERSEDED SURVEY CONTROL
 EH1276
 EH1276  NGVD 29 (??/??/??)   62.012  (m)          203.45   (f) ADJUSTED    2 0
 EH1276
 EH1276.Superseded values are not recommended for survey control.
 EH1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1276.See file dsdata.txt to determine how the superseded data were derived.
 EH1276
 EH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU375614(NAD 83)
 EH1276_MARKER: DB = BENCH MARK DISK
 EH1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1276_STAMPING: L-87 1935
 EH1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1276+STABILITY: SURFACE MOTION
 EH1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1276+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 EH1276
 EH1276  HISTORY     - Date     Condition        Report By
 EH1276  HISTORY     - 1935     MONUMENTED       CGS
 EH1276  HISTORY     - 20030424 GOOD             USACE
 EH1276
 EH1276                          STATION DESCRIPTION
 EH1276
 EH1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1276'6.3 MI S FROM DES ARC.
 EH1276'6.3 MILES SOUTH OF, ALONG C.R.I. AND P. RY. FROM STATION. AT THE
 EH1276'GOSPODA SIDE TRACK.  64.5 FEET NORTHEAST OF SWITCH STAND AT THE SOUTH
 EH1276'END OF SWITCH.  18.5 FEET NORTHWEST OF POLE 7-6.  26.5 FEET EAST OF
 EH1276'RAILROAD CENTERLINE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1276
 EH1276                          STATION RECOVERY (2003)
 EH1276
 EH1276'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0274 ***********************************************************************
 EK0274  DESIGNATION -  L 88
 EK0274  PID         -  EK0274
 EK0274  STATE/COUNTY-  AR/SEVIER
 EK0274  USGS QUAD   -  GILLHAM DAM (1964)
 EK0274
 EK0274                         *CURRENT SURVEY CONTROL
 EK0274  ___________________________________________________________________
 EK0274* NAD 83(1986)-  34 09 45.     (N)    094 13 22.     (W)     SCALED    
 EK0274* NAVD 88     -       142.151  (meters)     466.37   (feet)  ADJUSTED  
 EK0274  ___________________________________________________________________
 EK0274  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 EK0274  DYNAMIC HT  -         142.006 (meters)     465.90  (feet)  COMP
 EK0274  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 EK0274
 EK0274  VERT ORDER  -  SECOND    CLASS 0
 EK0274
 EK0274.The horizontal coordinates were scaled from a topographic map and have
 EK0274.an estimated accuracy of +/- 6 seconds.
 EK0274
 EK0274.The orthometric height was determined by differential leveling
 EK0274.and adjusted by the National Geodetic Survey in June 1991..
 EK0274
 EK0274.The geoid height was determined by GEOID03.
 EK0274
 EK0274.The dynamic height is computed by dividing the NAVD 88
 EK0274.geopotential number by the normal gravity value computed on the
 EK0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0274.degrees latitude (g = 980.6199 gals.).
 EK0274
 EK0274.The modeled gravity was interpolated from observed gravity values.
 EK0274
 EK0274;                    North         East    Units  Estimated Accuracy
 EK0274;SPC AR S     -   568,130.      195,070.      MT  (+/- 180 meters Scaled)
 EK0274
 EK0274                          SUPERSEDED SURVEY CONTROL
 EK0274
 EK0274  NGVD 29 (??/??/92)  142.125  (m)          466.29   (f) ADJ UNCH    2 0
 EK0274
 EK0274.Superseded values are not recommended for survey control.
 EK0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0274.See file dsdata.txt to determine how the superseded data were derived.
 EK0274
 EK0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT872808(NAD 83)
 EK0274_MARKER: DB = BENCH MARK DISK
 EK0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0274_STAMPING: L-88 1935
 EK0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0274+STABILITY: SURFACE MOTION
 EK0274
 EK0274  HISTORY     - Date     Condition        Report By
 EK0274  HISTORY     - 1935     MONUMENTED       CGS
 EK0274  HISTORY     - 1962     GOOD             NGS
 EK0274
 EK0274                          STATION DESCRIPTION
 EK0274
 EK0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0274'11.2 MI SW FROM GALENA.
 EK0274'ABOUT 11.2 MILES SOUTHWEST OF, ALONG THE ANTIMONY ROAD, FROM
 EK0274'OLD TOWN SITE OF GALENA.  ABOUT 1 MILE NORTH OF THE HURRICANE
 EK0274'CREEK, ABOUT .7 MILE SOUTH OF J.L. FLANAGANS FARM HOUSE, AT
 EK0274'JUNCTION OF DIM ROAD WEST AT CURVE IN ROAD, 30 FEET EAST OF
 EK0274'JUNCTION OF DIM ROAD, 16 FEET EAST OF BLAZED OAK TREE 1.4 FT.
 EK0274'IN DIAMETER AND ON FENCE LINE, 14.5 FEET NORTH OF ROAD CENTERLINE,
 EK0274'1 FT. SOUTH OF PROPERTY LINE FENCE, TABLET SET IN PRECAST
 EK0274'CONCRETE POST.
 EK0274
 EK0274                          STATION RECOVERY (1962)
 EK0274
 EK0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1468 ***********************************************************************
 EJ1468  DESIGNATION -  L 89
 EJ1468  PID         -  EJ1468
 EJ1468  STATE/COUNTY-  AR/PIKE
 EJ1468  USGS QUAD   -  LODI (1979)
 EJ1468
 EJ1468                         *CURRENT SURVEY CONTROL
 EJ1468  ___________________________________________________________________
 EJ1468* NAD 83(1986)-  34 18 12.     (N)    093 43 42.     (W)     SCALED    
 EJ1468* NAVD 88     -       225.103  (meters)     738.53   (feet)  ADJUSTED  
 EJ1468  ___________________________________________________________________
 EJ1468  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EJ1468  DYNAMIC HT  -         224.872 (meters)     737.77  (feet)  COMP
 EJ1468  MODELED GRAV-     979,604.5   (mgal)                       NAVD 88
 EJ1468
 EJ1468  VERT ORDER  -  SECOND    CLASS 0
 EJ1468
 EJ1468.The horizontal coordinates were scaled from a topographic map and have
 EJ1468.an estimated accuracy of +/- 6 seconds.
 EJ1468
 EJ1468.The orthometric height was determined by differential leveling
 EJ1468.and adjusted by the National Geodetic Survey in June 1991..
 EJ1468
 EJ1468.The geoid height was determined by GEOID03.
 EJ1468
 EJ1468.The dynamic height is computed by dividing the NAVD 88
 EJ1468.geopotential number by the normal gravity value computed on the
 EJ1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1468.degrees latitude (g = 980.6199 gals.).
 EJ1468
 EJ1468.The modeled gravity was interpolated from observed gravity values.
 EJ1468
 EJ1468;                    North         East    Units  Estimated Accuracy
 EJ1468;SPC AR S     -   582,870.      240,920.      MT  (+/- 180 meters Scaled)
 EJ1468
 EJ1468                          SUPERSEDED SURVEY CONTROL
 EJ1468
 EJ1468  NGVD 29 (??/??/92)  225.066  (m)          738.40   (f) ADJ UNCH    2 0
 EJ1468
 EJ1468.Superseded values are not recommended for survey control.
 EJ1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1468.See file dsdata.txt to determine how the superseded data were derived.
 EJ1468
 EJ1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT329960(NAD 83)
 EJ1468_MARKER: DB = BENCH MARK DISK
 EJ1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1468_STAMPING: L-89 1935
 EJ1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1468+STABILITY: SURFACE MOTION
 EJ1468
 EJ1468  HISTORY     - Date     Condition        Report By
 EJ1468  HISTORY     - 1935     MONUMENTED       CGS
 EJ1468
 EJ1468                          STATION DESCRIPTION
 EJ1468
 EJ1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1468'6.1 MI NE FROM DAISY.
 EJ1468'6.1 MILES NORTHEAST OF, ALONG THE CADDO GAP ROAD, FROM R. N. SMEADS
 EJ1468'HOUSE.  AT WELCHS FARMHOUSE.  ABOUT 1.1 MILE SOUTH OF M-51 1934
 EJ1468'BENCHMARK.  ABOUT .6 MILE SOUTH OF JUNCTION OF BAKER SPRINGS ROAD TO
 EJ1468'LANGLEY.  85 FEET NORTH OF GATE TO FARMHOUSE.  48 FEET SOUTH OF BLAZED
 EJ1468'OAK TREE 2 FT. IN DIAMETER AND SUPPORTING THE FORREST SERVICE
 EJ1468'TELEPHONE LINE.  32.5 FEET WEST OF ROAD CENTERLINE.  2 FEET EAST OF
 EJ1468'RAIL FENCE.  TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1001 ***********************************************************************
 FF1001  DESIGNATION -  L 9
 FF1001  PID         -  FF1001
 FF1001  STATE/COUNTY-  AR/JACKSON
 FF1001  USGS QUAD   -  SWIFTON WEST (1980)
 FF1001
 FF1001                         *CURRENT SURVEY CONTROL
 FF1001  ___________________________________________________________________
 FF1001* NAD 83(1986)-  35 49 34.     (N)    091 07 52.     (W)     SCALED    
 FF1001* NAVD 88     -        75.569  (meters)     247.93   (feet)  ADJUSTED  
 FF1001  ___________________________________________________________________
 FF1001  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF1001  DYNAMIC HT  -          75.505 (meters)     247.72  (feet)  COMP
 FF1001  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 FF1001
 FF1001  VERT ORDER  -  FIRST     CLASS II
 FF1001
 FF1001.The horizontal coordinates were scaled from a topographic map and have
 FF1001.an estimated accuracy of +/- 6 seconds.
 FF1001
 FF1001.The orthometric height was determined by differential leveling
 FF1001.and adjusted by the National Geodetic Survey in June 1991..
 FF1001
 FF1001.The geoid height was determined by GEOID03.
 FF1001
 FF1001.The dynamic height is computed by dividing the NAVD 88
 FF1001.geopotential number by the normal gravity value computed on the
 FF1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1001.degrees latitude (g = 980.6199 gals.).
 FF1001
 FF1001.The modeled gravity was interpolated from observed gravity values.
 FF1001
 FF1001;                    North         East    Units  Estimated Accuracy
 FF1001;SPC AR N     -   165,960.      478,510.      MT  (+/- 180 meters Scaled)
 FF1001
 FF1001                          SUPERSEDED SURVEY CONTROL
 FF1001
 FF1001  NGVD 29 (??/??/??)   75.494  (m)          247.68   (f) ADJUSTED    1 2
 FF1001
 FF1001.Superseded values are not recommended for survey control.
 FF1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1001.See file dsdata.txt to determine how the superseded data were derived.
 FF1001
 FF1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV688662(NAD 83)
 FF1001_MARKER: DB = BENCH MARK DISK
 FF1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1001_STAMPING: L 9 1931 247.683
 FF1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1001+STABILITY: SURFACE MOTION
 FF1001
 FF1001  HISTORY     - Date     Condition        Report By
 FF1001  HISTORY     - 1931     MONUMENTED       CGS
 FF1001  HISTORY     - 1961     GOOD             CGS
 FF1001  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF1001  HISTORY     - 20060926 MARK NOT FOUND   JCLS
 FF1001
 FF1001                          STATION DESCRIPTION
 FF1001
 FF1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FF1001'AT SWIFTON.
 FF1001'LOCATED AT SWIFTON ALONG THE MISSOURI PACIFIC RAILROAD TRACKS,
 FF1001'ACROSS THE TRACKS FROM THE SIGN SWIFTON 62 FEET EAST OF THE EAST
 FF1001'RAIL OF THE TRACKS, 27 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 FF1001'STREET, 84 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST STREET
 FF1001'CROSSING THE TRACKS, 44.5 FEET SOUTHEAST OF A TELEGRAPH POLE BY
 FF1001'A TELEPHONE BOOTH, 61 FEET WEST OF THE NORTHWEST CORNER OF A
 FF1001'BRICK STORE BUILDING AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FF1001'IT IS A STANDARD DISK STAMPED L 9 247.683 1931, SET IN THE TOP
 FF1001'OF A CONCRETE POST, FLUSH WITH THE GROUND.
 FF1001
 FF1001                          STATION RECOVERY (2002)
 FF1001
 FF1001'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1001'MARK NOT FOUND.
 FF1001
 FF1001                          STATION RECOVERY (2006)
 FF1001
 FF1001'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FF1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0992 ***********************************************************************
 FF0992  DESIGNATION -  L 9 1
 FF0992  PID         -  FF0992
 FF0992  STATE/COUNTY-  AR/JACKSON
 FF0992  USGS QUAD   -  SWIFTON WEST (1980)
 FF0992
 FF0992                         *CURRENT SURVEY CONTROL
 FF0992  ___________________________________________________________________
 FF0992* NAD 83(1986)-  35 46 30.     (N)    091 09 57.     (W)     SCALED    
 FF0992* NAVD 88     -        74.558  (meters)     244.61   (feet)  ADJUSTED  
 FF0992  ___________________________________________________________________
 FF0992  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF0992  DYNAMIC HT  -          74.495 (meters)     244.41  (feet)  COMP
 FF0992  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 FF0992
 FF0992  VERT ORDER  -  FIRST     CLASS II
 FF0992
 FF0992.The horizontal coordinates were scaled from a topographic map and have
 FF0992.an estimated accuracy of +/- 6 seconds.
 FF0992
 FF0992.The orthometric height was determined by differential leveling
 FF0992.and adjusted by the National Geodetic Survey in June 1991..
 FF0992
 FF0992.The geoid height was determined by GEOID03.
 FF0992
 FF0992.The dynamic height is computed by dividing the NAVD 88
 FF0992.geopotential number by the normal gravity value computed on the
 FF0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0992.degrees latitude (g = 980.6199 gals.).
 FF0992
 FF0992.The modeled gravity was interpolated from observed gravity values.
 FF0992
 FF0992;                    North         East    Units  Estimated Accuracy
 FF0992;SPC AR N     -   160,260.      475,420.      MT  (+/- 180 meters Scaled)
 FF0992
 FF0992                          SUPERSEDED SURVEY CONTROL
 FF0992
 FF0992  NGVD 29 (??/??/??)   74.486  (m)          244.38   (f) ADJUSTED    1 2
 FF0992
 FF0992.Superseded values are not recommended for survey control.
 FF0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0992.See file dsdata.txt to determine how the superseded data were derived.
 FF0992
 FF0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV657605(NAD 83)
 FF0992_MARKER: DS = TRIANGULATION STATION DISK
 FF0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0992_STAMPING: L-9-1
 FF0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0992+STABILITY: SURFACE MOTION
 FF0992
 FF0992  HISTORY     - Date     Condition        Report By
 FF0992  HISTORY     - UNK      MONUMENTED       DOD
 FF0992  HISTORY     - 1931     GOOD             CGS
 FF0992  HISTORY     - 1934     GOOD             CGS
 FF0992  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF0992
 FF0992                          STATION DESCRIPTION
 FF0992
 FF0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0992'3.6 MI NE FROM TUCKERMAN.
 FF0992'ABOUT 3.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0992'FROM TUCKERMAN, JACKSON COUNTY, AT VANCE, 50 FEET SOUTH OF POLE
 FF0992'248+12, AND 35 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 FF0992'CORPS OF ENGINEERS, UNITED STATES ARMY, STANDARD
 FF0992'TRIANGULATION-STATION DISK, STAMPED L-9-1 AND SET IN THE TOP OF A
 FF0992'CONCRETE POST.
 FF0992
 FF0992                          STATION RECOVERY (1934)
 FF0992
 FF0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0992'RECOVERED IN GOOD CONDITION.
 FF0992
 FF0992                          STATION RECOVERY (1975)
 FF0992
 FF0992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1002 ***********************************************************************
 FF1002  DESIGNATION -  L 9 2
 FF1002  PID         -  FF1002
 FF1002  STATE/COUNTY-  AR/JACKSON
 FF1002  USGS QUAD   -  SWIFTON WEST (1980)
 FF1002
 FF1002                         *CURRENT SURVEY CONTROL
 FF1002  ___________________________________________________________________
 FF1002* NAD 83(1997)-  35 49 33.89941(N)    091 07 53.27559(W)     ADJUSTED  
 FF1002* NAVD 88     -        75.975  (meters)     249.26   (feet)  ADJUSTED  
 FF1002  ___________________________________________________________________
 FF1002  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FF1002  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF1002  DYNAMIC HT  -          75.911 (meters)     249.05  (feet)  COMP
 FF1002  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 FF1002
 FF1002  HORZ ORDER  -  THIRD
 FF1002  VERT ORDER  -  FIRST     CLASS II
 FF1002
 FF1002.The horizontal coordinates were established by classical geodetic methods
 FF1002.and adjusted by the National Geodetic Survey in September 1999..
 FF1002.No horizontal observational check was made to the station.
 FF1002
 FF1002.The orthometric height was determined by differential leveling
 FF1002.and adjusted by the National Geodetic Survey in June 1991..
 FF1002
 FF1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1002
 FF1002.The geoid height was determined by GEOID03.
 FF1002
 FF1002.The dynamic height is computed by dividing the NAVD 88
 FF1002.geopotential number by the normal gravity value computed on the
 FF1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1002.degrees latitude (g = 980.6199 gals.).
 FF1002
 FF1002.The modeled gravity was interpolated from observed gravity values.
 FF1002
 FF1002;                    North         East     Units Scale Factor Converg.
 FF1002;SPC AR N     -   165,955.257   478,476.512   MT  0.99994481   +0 30 19.4
 FF1002;SPC AR N     -   544,471.54  1,569,801.69   sFT  0.99994481   +0 30 19.4
 FF1002;UTM  15      - 3,966,270.094   668,785.067   MT  0.99995105   +1 05 38.3
 FF1002
 FF1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1002!SPC AR N     -   0.99999244  x   0.99994481  =   0.99993725
 FF1002!UTM  15      -   0.99999244  x   0.99995105  =   0.99994349
 FF1002
 FF1002                          SUPERSEDED SURVEY CONTROL
 FF1002
 FF1002  NAD 83(1997)-  35 49 33.90609(N)    091 07 53.27457(W) AD(       ) 3
 FF1002  NAD 83(1986)-  35 49 33.91087(N)    091 07 53.27642(W) AD(       ) 3
 FF1002  NAD 27      -  35 49 33.63910(N)    091 07 52.82490(W) AD(       ) 3
 FF1002  NGVD 29 (??/??/??)   75.900  (m)          249.02   (f) ADJUSTED    1 2
 FF1002
 FF1002.Superseded values are not recommended for survey control.
 FF1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1002.See file dsdata.txt to determine how the superseded data were derived.
 FF1002
 FF1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6878566270(NAD 83)
 FF1002_MARKER: DS = TRIANGULATION STATION DISK
 FF1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1002_STAMPING: L-9-2
 FF1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1002+STABILITY: SURFACE MOTION
 FF1002
 FF1002  HISTORY     - Date     Condition        Report By
 FF1002  HISTORY     - 1954     MONUMENTED       USE
 FF1002  HISTORY     - 1961     GOOD             CGS
 FF1002  HISTORY     - 1961     GOOD             CGS
 FF1002  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF1002  HISTORY     - 20060926 MARK NOT FOUND   JCLS
 FF1002
 FF1002                          STATION DESCRIPTION
 FF1002
 FF1002'DESCRIBED BY US ENGINEERS 1954 (JCM)
 FF1002'THE STATION IS 25 FEET WEST OF THE WEST RAIL OF THE MAIN
 FF1002'RAILROAD TRACK, 19 FEET EAST OF THE EAST RAIL OF A SPUR
 FF1002'TRACK AND 18 FEET NORTH OF THE CENTER OF A STREET WHICH
 FF1002'IS ABOUT 225 FEET NORTH OF THE RAILROAD DEPOT.  IT IS A
 FF1002'STANDARD U.S. ENGINEER DEPARTMENT DISK SET IN THE TOP OF
 FF1002'AN 8 INCH ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  THE
 FF1002'DISK IS STAMPED L 92.  A TRAVERSE WAS MADE FROM TRIANGULATION
 FF1002'STATION SWIFTON AND THE DISTANCE WAS FOUND TO BE 145.167
 FF1002'METERS OR (476.27 FEET) NORTHEAST OF THE STATION.
 FF1002
 FF1002                          STATION RECOVERY (1961)
 FF1002
 FF1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 FF1002'THE MARK WAS VISITED IN 6-8-61 AND FOUND IN GOOD CONDITION.
 FF1002'
 FF1002'LOCATED AT THE NORTH ROAD CROSSING IN SWIFTON, ALONG THE
 FF1002'MISSOURI PACIFIC RAILROAD TRACKS, ABOUT 75 YARDS NORTH OF
 FF1002'THE SIGN SWIFTON, 29 FEET NORTHWEST OF THE CENTER OF THE
 FF1002'ROAD CROSSING, 16 FEET NORTH OF THE CENTER OF THE ROAD, 21.5 FEET
 FF1002'WEST OF THE WEST RAIL OF THE MAIN TRACK, 130 FEET SOUTH OF A MAIL
 FF1002'CRANE, 31 FEET NORTH OF A TELEGRAPH POLE, 30 FEET EAST OF
 FF1002'A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 FF1002'IS A STANDARD U.S. ARMY ENGINEERS TRIANGULATION DISK, STAMPED
 FF1002'L-9-2 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH
 FF1002'WITH THE GROUND.
 FF1002'
 FF1002'THE 1954 TAPED DISTANCE FROM TRIANGULATION STATION SWIFTON
 FF1002'1954 IS 145.167 METERS OR 476.27 FEET.
 FF1002
 FF1002                          STATION RECOVERY (1961)
 FF1002
 FF1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FF1002'AT SWIFTON.
 FF1002'LOCATED AT SWIFTON, ALONG THE MISSOURI PACIFIC RAILROAD, AT THE
 FF1002'NORTH ROAD CROSSING AT SWIFTON, 29 FEET NORTHWEST OF THE ROAD
 FF1002'CROSSING, 16 FEET NORTH OF THE CENTER OF THE ROAD, 21.5 FEET
 FF1002'WEST OF THE WEST RAIL OF THE TRACK, 130 FEET SOUTH OF A MAIL
 FF1002'CRANE, 31 FEET NORTH OF A TELEGRAPH POLE, 30 FEET EAST OF A
 FF1002'POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 FF1002'STANDARD U.S. ARMY ENGINEERS TRIANGULATION STATION DISK, STAMPED
 FF1002'L-9-2 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH
 FF1002'WITH THE GROUND.
 FF1002
 FF1002                          STATION RECOVERY (1975)
 FF1002
 FF1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF1002'MARK NOT FOUND.
 FF1002
 FF1002                          STATION RECOVERY (2006)
 FF1002
 FF1002'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FF1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1457 ***********************************************************************
 DK1457  DESIGNATION -  L 90
 DK1457  PID         -  DK1457
 DK1457  STATE/COUNTY-  AR/LINCOLN
 DK1457  USGS QUAD   -  GOULD (1964)
 DK1457
 DK1457                         *CURRENT SURVEY CONTROL
 DK1457  ___________________________________________________________________
 DK1457* NAD 83(1986)-  33 57 50.     (N)    091 37 19.     (W)     SCALED    
 DK1457* NAVD 88     -        51.249  (meters)     168.14   (feet)  ADJUSTED  
 DK1457  ___________________________________________________________________
 DK1457  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DK1457  DYNAMIC HT  -          51.198 (meters)     167.97  (feet)  COMP
 DK1457  MODELED GRAV-     979,645.8   (mgal)                       NAVD 88
 DK1457
 DK1457  VERT ORDER  -  SECOND    CLASS 0
 DK1457
 DK1457.The horizontal coordinates were scaled from a topographic map and have
 DK1457.an estimated accuracy of +/- 6 seconds.
 DK1457
 DK1457.The orthometric height was determined by differential leveling
 DK1457.and adjusted by the National Geodetic Survey in June 1991..
 DK1457
 DK1457.The geoid height was determined by GEOID03.
 DK1457
 DK1457.The dynamic height is computed by dividing the NAVD 88
 DK1457.geopotential number by the normal gravity value computed on the
 DK1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1457.degrees latitude (g = 980.6199 gals.).
 DK1457
 DK1457.The modeled gravity was interpolated from observed gravity values.
 DK1457
 DK1457;                    North         East    Units  Estimated Accuracy
 DK1457;SPC AR S     -   543,940.      434,940.      MT  (+/- 180 meters Scaled)
 DK1457
 DK1457                          SUPERSEDED SURVEY CONTROL
 DK1457
 DK1457  NGVD 29 (??/??/??)   51.329  (m)          168.40   (f) ADJUSTED    2 0
 DK1457
 DK1457.Superseded values are not recommended for survey control.
 DK1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1457.See file dsdata.txt to determine how the superseded data were derived.
 DK1457
 DK1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT273590(NAD 83)
 DK1457_MARKER: DB = BENCH MARK DISK
 DK1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1457_STAMPING: L-90 1935
 DK1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1457+STABILITY: SURFACE MOTION
 DK1457
 DK1457  HISTORY     - Date     Condition        Report By
 DK1457  HISTORY     - 1935     MONUMENTED       CGS
 DK1457  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK1457
 DK1457                          STATION DESCRIPTION
 DK1457
 DK1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1457'3.9 MI W FROM GOULD.
 DK1457'3.9 MILES WEST OF, ALONG ARKANSAS R.R. FROM DEPOT.  ABOUT 400 FEET
 DK1457'NORTH OF A LARGE VACANT HOUSE THAT STANDS IN A SWAMPY AREA.  62 FEET
 DK1457'WEST OF AN OLD STEAM ENGINE BOILER.  60 FEET NORTHWEST OF A BOARD FOOT
 DK1457'PATH CROSSING.  58 FEET SOUTH OF CENTER OF ST.HWY. 114.  90 FEET
 DK1457'NORTHWEST OF A WIRE FENCE CORNER.  30 FEET NORTH OF CENTER OF RAILROAD
 DK1457'TRACKS.  TABLET SET IN PRECAST CONCRETE POST.
 DK1457
 DK1457                          STATION RECOVERY (1984)
 DK1457
 DK1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK1457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0045 ***********************************************************************
 DL0045  DESIGNATION -  L 91
 DL0045  PID         -  DL0045
 DL0045  STATE/COUNTY-  AR/CALHOUN
 DL0045  USGS QUAD   -  TINSMAN (1985)
 DL0045
 DL0045                         *CURRENT SURVEY CONTROL
 DL0045  ___________________________________________________________________
 DL0045* NAD 83(1986)-  33 40 51.     (N)    092 21 15.     (W)     SCALED    
 DL0045* NAVD 88     -        57.190  (meters)     187.63   (feet)  ADJUSTED  
 DL0045  ___________________________________________________________________
 DL0045  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DL0045  DYNAMIC HT  -          57.131 (meters)     187.44  (feet)  COMP
 DL0045  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 DL0045
 DL0045  VERT ORDER  -  SECOND    CLASS 0
 DL0045
 DL0045.The horizontal coordinates were scaled from a topographic map and have
 DL0045.an estimated accuracy of +/- 6 seconds.
 DL0045
 DL0045.The orthometric height was determined by differential leveling
 DL0045.and adjusted by the National Geodetic Survey in June 1991..
 DL0045
 DL0045.The geoid height was determined by GEOID03.
 DL0045
 DL0045.The dynamic height is computed by dividing the NAVD 88
 DL0045.geopotential number by the normal gravity value computed on the
 DL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0045.degrees latitude (g = 980.6199 gals.).
 DL0045
 DL0045.The modeled gravity was interpolated from observed gravity values.
 DL0045
 DL0045;                    North         East    Units  Estimated Accuracy
 DL0045;SPC AR S     -   512,540.      367,160.      MT  (+/- 180 meters Scaled)
 DL0045
 DL0045                          SUPERSEDED SURVEY CONTROL
 DL0045
 DL0045  NGVD 29 (??/??/92)   57.249  (m)          187.82   (f) ADJ UNCH    2 0
 DL0045
 DL0045.Superseded values are not recommended for survey control.
 DL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0045.See file dsdata.txt to determine how the superseded data were derived.
 DL0045
 DL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT598269(NAD 83)
 DL0045_MARKER: DB = BENCH MARK DISK
 DL0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0045_STAMPING: L-91 1935
 DL0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0045+STABILITY: SURFACE MOTION
 DL0045
 DL0045  HISTORY     - Date     Condition        Report By
 DL0045  HISTORY     - 1935     MONUMENTED       CGS
 DL0045  HISTORY     - 1964     GOOD             NGS
 DL0045
 DL0045                          STATION DESCRIPTION
 DL0045
 DL0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0045'3.5 MI N FROM TINSMAN.
 DL0045'3.5 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  POST SET AT
 DL0045'RAILROAD CROSSING.  56.2 FEET SOUTHEAST OF CENTERLINE OF COUNTY ROAD
 DL0045'AT RIGHT ANGLE CURVE.  49.6 FEET NORTHWEST OF CENTERLINE OF COUNTY
 DL0045'ROAD AT RAILROAD CROSSING.  40.7 FEET WEST OF CENTERLINE OF C.R.I. AND
 DL0045'P.R.R.  4.8 FEET SOUTHEAST OF NORTHWEST FENCE CORNER.  4.1 FT. EAST OF
 DL0045'FENCE PARALLELING RAILROAD.  3.1 FT. WEST OF TELEPHONE POLE MARKED
 DL0045'60-27.  TABLET SET IN PRECAST CONCRETE POST.
 DL0045
 DL0045                          STATION RECOVERY (1964)
 DL0045
 DL0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1507 ***********************************************************************
 FG1507  DESIGNATION -  L 93
 FG1507  PID         -  FG1507
 FG1507  STATE/COUNTY-  AR/FRANKLIN
 FG1507  USGS QUAD   -  CRAVENS (1973)
 FG1507
 FG1507                         *CURRENT SURVEY CONTROL
 FG1507  ___________________________________________________________________
 FG1507* NAD 83(1986)-  35 34 06.     (N)    093 55 18.     (W)     SCALED    
 FG1507* NAVD 88     -       211.196  (meters)     692.90   (feet)  ADJUSTED  
 FG1507  ___________________________________________________________________
 FG1507  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FG1507  DYNAMIC HT  -         211.001 (meters)     692.26  (feet)  COMP
 FG1507  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 FG1507
 FG1507  VERT ORDER  -  SECOND    CLASS 0
 FG1507
 FG1507.The horizontal coordinates were scaled from a topographic map and have
 FG1507.an estimated accuracy of +/- 6 seconds.
 FG1507
 FG1507.The orthometric height was determined by differential leveling
 FG1507.and adjusted by the National Geodetic Survey in June 1991..
 FG1507
 FG1507.The geoid height was determined by GEOID03.
 FG1507
 FG1507.The dynamic height is computed by dividing the NAVD 88
 FG1507.geopotential number by the normal gravity value computed on the
 FG1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1507.degrees latitude (g = 980.6199 gals.).
 FG1507
 FG1507.The modeled gravity was interpolated from observed gravity values.
 FG1507
 FG1507;                    North         East    Units  Estimated Accuracy
 FG1507;SPC AR N     -   138,710.      225,820.      MT  (+/- 180 meters Scaled)
 FG1507
 FG1507                          SUPERSEDED SURVEY CONTROL
 FG1507
 FG1507  NGVD 29 (??/??/92)  211.121  (m)          692.65   (f) ADJ UNCH    2 0
 FG1507
 FG1507.Superseded values are not recommended for survey control.
 FG1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1507.See file dsdata.txt to determine how the superseded data were derived.
 FG1507
 FG1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV164364(NAD 83)
 FG1507_MARKER: DB = BENCH MARK DISK
 FG1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1507_STAMPING: L 93 1935
 FG1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1507+STABILITY: SURFACE MOTION
 FG1507
 FG1507  HISTORY     - Date     Condition        Report By
 FG1507  HISTORY     - 1935     MONUMENTED       CGS
 FG1507  HISTORY     - 1959     GOOD             NGS
 FG1507
 FG1507                          STATION DESCRIPTION
 FG1507
 FG1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1507'4.8 MI SW FROM JETHRO.
 FG1507'THIS MARK IS REACHED FROM THE CROSSROADS EAST OF THE CRAVENS SCHOOL BY
 FG1507'GOING NORTH FOR 1.1 MILES TO FORKS, TAKE LEFT FORK FOR 0.5 MILE TO THE
 FG1507'MARK OF THE RIGHT AND A FENCE CORNER ON THE LEFT.  THE MARK IS NEAR
 FG1507'THE SOUTH EDGE OF AN OLD CLEARED FIELD AND ABOUT 15 FEET EAST OF THE
 FG1507'ROAD FENCE.  A STANDARD DISK IN THE TOP OF A CONCRETE POST. STAMPED L
 FG1507'93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1414 ***********************************************************************
 FG1414  DESIGNATION -  L 94
 FG1414  PID         -  FG1414
 FG1414  STATE/COUNTY-  AR/JOHNSON
 FG1414  USGS QUAD   -  HARMONY (1963)
 FG1414
 FG1414                         *CURRENT SURVEY CONTROL
 FG1414  ___________________________________________________________________
 FG1414* NAD 83(1986)-  35 33 05.     (N)    093 34 05.     (W)     SCALED    
 FG1414* NAVD 88     -       195.306  (meters)     640.77   (feet)  ADJUSTED  
 FG1414  ___________________________________________________________________
 FG1414  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FG1414  DYNAMIC HT  -         195.126 (meters)     640.18  (feet)  COMP
 FG1414  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FG1414
 FG1414  VERT ORDER  -  SECOND    CLASS 0
 FG1414
 FG1414.The horizontal coordinates were scaled from a topographic map and have
 FG1414.an estimated accuracy of +/- 6 seconds.
 FG1414
 FG1414.The orthometric height was determined by differential leveling
 FG1414.and adjusted by the National Geodetic Survey in June 1991..
 FG1414
 FG1414.The geoid height was determined by GEOID03.
 FG1414
 FG1414.The dynamic height is computed by dividing the NAVD 88
 FG1414.geopotential number by the normal gravity value computed on the
 FG1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1414.degrees latitude (g = 980.6199 gals.).
 FG1414
 FG1414.The modeled gravity was interpolated from observed gravity values.
 FG1414
 FG1414;                    North         East    Units  Estimated Accuracy
 FG1414;SPC AR N     -   136,270.      257,840.      MT  (+/- 180 meters Scaled)
 FG1414
 FG1414                          SUPERSEDED SURVEY CONTROL
 FG1414
 FG1414  NGVD 29 (??/??/92)  195.267  (m)          640.64   (f) ADJ UNCH    2 0
 FG1414
 FG1414.Superseded values are not recommended for survey control.
 FG1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1414.See file dsdata.txt to determine how the superseded data were derived.
 FG1414
 FG1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV485343(NAD 83)
 FG1414_MARKER: DB = BENCH MARK DISK
 FG1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1414_STAMPING: L 94 1935
 FG1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1414+STABILITY: SURFACE MOTION
 FG1414
 FG1414  HISTORY     - Date     Condition        Report By
 FG1414  HISTORY     - 1935     MONUMENTED       CGS
 FG1414  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1414
 FG1414                          STATION DESCRIPTION
 FG1414
 FG1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1414'8.6 MI NW FROM CLARKSVILLE.
 FG1414'8.6 MILES NORTHWEST ALONG STATE HIGHWAY 123 FROM THE COURTHOUSE AT
 FG1414'CLARKSVILLE, JOHNSON COUNTY, 1 MILE NORTH OF THE KING STORE AT
 FG1414'HARMONY, AT THE JUNCTION OF THE HARMONY-HUNT ROAD, 86 FEET SOUTHWEST
 FG1414'OF THE CENTERLINE OF THE HIGHWAY, 96 FEET WEST OF THE CENTER OF THE
 FG1414'JUNCTION, 13 FEET NORTHEAST OF AN 8-INCH ASH TREE AT A FENCE CORNER,
 FG1414'AND 1 FOOT SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED L 94 1935
 FG1414'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1463 ***********************************************************************
 FG1463  DESIGNATION -  L 95
 FG1463  PID         -  FG1463
 FG1463  STATE/COUNTY-  AR/JOHNSON
 FG1463  USGS QUAD   -  OARK (1973)
 FG1463
 FG1463                         *CURRENT SURVEY CONTROL
 FG1463  ___________________________________________________________________
 FG1463* NAD 83(1986)-  35 42 28.     (N)    093 33 33.     (W)     SCALED    
 FG1463* NAVD 88     -       533.723  (meters)    1751.06   (feet)  ADJUSTED  
 FG1463  ___________________________________________________________________
 FG1463  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FG1463  DYNAMIC HT  -         533.225 (meters)    1749.42  (feet)  COMP
 FG1463  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 FG1463
 FG1463  VERT ORDER  -  SECOND    CLASS 0
 FG1463
 FG1463.The horizontal coordinates were scaled from a topographic map and have
 FG1463.an estimated accuracy of +/- 6 seconds.
 FG1463
 FG1463.The orthometric height was determined by differential leveling
 FG1463.and adjusted by the National Geodetic Survey in June 1991..
 FG1463
 FG1463.The geoid height was determined by GEOID03.
 FG1463
 FG1463.The dynamic height is computed by dividing the NAVD 88
 FG1463.geopotential number by the normal gravity value computed on the
 FG1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1463.degrees latitude (g = 980.6199 gals.).
 FG1463
 FG1463.The modeled gravity was interpolated from observed gravity values.
 FG1463
 FG1463;                    North         East    Units  Estimated Accuracy
 FG1463;SPC AR N     -   153,600.      258,920.      MT  (+/- 180 meters Scaled)
 FG1463
 FG1463                          SUPERSEDED SURVEY CONTROL
 FG1463
 FG1463  NGVD 29 (??/??/92)  533.659  (m)         1750.85   (f) ADJ UNCH    2 0
 FG1463
 FG1463.Superseded values are not recommended for survey control.
 FG1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1463.See file dsdata.txt to determine how the superseded data were derived.
 FG1463
 FG1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV494516(NAD 83)
 FG1463_MARKER: DB = BENCH MARK DISK
 FG1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1463_STAMPING: L 95 1935
 FG1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1463+STABILITY: SURFACE MOTION
 FG1463
 FG1463  HISTORY     - Date     Condition        Report By
 FG1463  HISTORY     - 1935     MONUMENTED       CGS
 FG1463  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1463
 FG1463                          STATION DESCRIPTION
 FG1463
 FG1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1463'1.0 MI E FROM OARK.
 FG1463'1.0 MILE EAST ALONG THE OARK-OLD FALLSVILLE ROAD FROM THE POST OFFICE
 FG1463'AT OARK, JOHNSON COUNTY, 1.4 MILES NORTHWEST ALONG THE OARK-SPOKE
 FG1463'PLANT ROAD, ON A HILLSIDE, 29 FEET EAST OF THE CENTER OF THE JUNCTION
 FG1463'OF A LOG ROAD, 37 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 28
 FG1463'FEET NORTHEAST OF THE CENTERLINE OF THE LOG ROAD, AND 20 FEET EAST OF
 FG1463'AN 8-INCH OAK TREE.  A STANDARD DISK, STAMPED L 95 1935 AND SET IN THE
 FG1463'TOP OF A CONCRETE POST.  NOTE-- ROADS HAVE BEEN CHANGED.
 FG1463
 FG1463                          STATION RECOVERY (1973)
 FG1463
 FG1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0367 ***********************************************************************
 EJ0367  DESIGNATION -  L 96
 EJ0367  PID         -  EJ0367
 EJ0367  STATE/COUNTY-  AR/SALINE
 EJ0367  USGS QUAD   -  BELFAST (1984)
 EJ0367
 EJ0367                         *CURRENT SURVEY CONTROL
 EJ0367  ___________________________________________________________________
 EJ0367* NAD 83(1986)-  34 28 54.     (N)    092 27 16.     (W)     SCALED    
 EJ0367* NAVD 88     -       116.173  (meters)     381.14   (feet)  ADJUSTED  
 EJ0367  ___________________________________________________________________
 EJ0367  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EJ0367  DYNAMIC HT  -         116.062 (meters)     380.78  (feet)  COMP
 EJ0367  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 EJ0367
 EJ0367  VERT ORDER  -  SECOND    CLASS 0
 EJ0367
 EJ0367.The horizontal coordinates were scaled from a topographic map and have
 EJ0367.an estimated accuracy of +/- 6 seconds.
 EJ0367
 EJ0367.The orthometric height was determined by differential leveling
 EJ0367.and adjusted by the National Geodetic Survey in June 1991..
 EJ0367
 EJ0367.The geoid height was determined by GEOID03.
 EJ0367
 EJ0367.The dynamic height is computed by dividing the NAVD 88
 EJ0367.geopotential number by the normal gravity value computed on the
 EJ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0367.degrees latitude (g = 980.6199 gals.).
 EJ0367
 EJ0367.The modeled gravity was interpolated from observed gravity values.
 EJ0367
 EJ0367;                    North         East    Units  Estimated Accuracy
 EJ0367;SPC AR S     -   601,400.      358,260.      MT  (+/- 180 meters Scaled)
 EJ0367
 EJ0367                          SUPERSEDED SURVEY CONTROL
 EJ0367
 EJ0367  NGVD 29 (??/??/92)  116.218  (m)          381.29   (f) ADJ UNCH    2 0
 EJ0367
 EJ0367.Superseded values are not recommended for survey control.
 EJ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0367.See file dsdata.txt to determine how the superseded data were derived.
 EJ0367
 EJ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU500156(NAD 83)
 EJ0367_MARKER: DB = BENCH MARK DISK
 EJ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0367_STAMPING: L 96 1935
 EJ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0367+STABILITY: SURFACE MOTION
 EJ0367
 EJ0367  HISTORY     - Date     Condition        Report By
 EJ0367  HISTORY     - 1935     MONUMENTED       CGS
 EJ0367  HISTORY     - 19841203 MARK NOT FOUND   USGS
 EJ0367
 EJ0367                          STATION DESCRIPTION
 EJ0367
 EJ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0367'6.3 MI N FROM BELFAST.
 EJ0367'IN SALINE COUNTY, 6.3 MILES NORTH ALONG THE ALEXANDER ROAD FROM THE
 EJ0367'MISSOURI PACIFIC RAILROAD STATION AT BELFAST, GRANT COUNTY, 2.8 MILES
 EJ0367'NORTH OF THE INTERSECTION OF THE ICO ROAD, 0.5 MILE SOUTH OF MARS HILL
 EJ0367'CHURCH, AT A ROAD JUNCTION, 108 FEET SOUTH OF THE CENTERLINE OF THE
 EJ0367'ROAD LEADING EAST, 44.5 FEET WEST OF THE CENTERLINE OF THE ALEXANDER
 EJ0367'ROAD, 32.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE JIM BIRD
 EJ0367'FARMHOUSE IN 1935, 13.4 FEET SOUTHEAST OF AN 8 FOOT CEDAR TREE, AND
 EJ0367'3.2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE.  A STANDARD
 EJ0367'DISK, STAMPED L 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0367
 EJ0367                          STATION RECOVERY (1984)
 EJ0367
 EJ0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (UNK)
 EJ0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0495 ***********************************************************************
 EJ0495  DESIGNATION -  L 97
 EJ0495  PID         -  EJ0495
 EJ0495  STATE/COUNTY-  AR/JEFFERSON
 EJ0495  USGS QUAD   -  HARDIN (1984)
 EJ0495
 EJ0495                         *CURRENT SURVEY CONTROL
 EJ0495  ___________________________________________________________________
 EJ0495* NAD 83(1986)-  34 20 11.     (N)    092 07 45.     (W)     SCALED    
 EJ0495* NAVD 88     -        93.429  (meters)     306.52   (feet)  ADJUSTED  
 EJ0495  ___________________________________________________________________
 EJ0495  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ0495  DYNAMIC HT  -          93.339 (meters)     306.23  (feet)  COMP
 EJ0495  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EJ0495
 EJ0495  VERT ORDER  -  FIRST     CLASS II
 EJ0495
 EJ0495.The horizontal coordinates were scaled from a topographic map and have
 EJ0495.an estimated accuracy of +/- 6 seconds.
 EJ0495
 EJ0495.The orthometric height was determined by differential leveling
 EJ0495.and adjusted by the National Geodetic Survey in June 1991..
 EJ0495
 EJ0495.The geoid height was determined by GEOID03.
 EJ0495
 EJ0495.The dynamic height is computed by dividing the NAVD 88
 EJ0495.geopotential number by the normal gravity value computed on the
 EJ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0495.degrees latitude (g = 980.6199 gals.).
 EJ0495
 EJ0495.The modeled gravity was interpolated from observed gravity values.
 EJ0495
 EJ0495;                    North         East    Units  Estimated Accuracy
 EJ0495;SPC AR S     -   585,200.      388,120.      MT  (+/- 180 meters Scaled)
 EJ0495
 EJ0495                          SUPERSEDED SURVEY CONTROL
 EJ0495
 EJ0495  NGVD 29 (??/??/92)   93.518  (m)          306.82   (f) ADJ UNCH    1 2
 EJ0495
 EJ0495.Superseded values are not recommended for survey control.
 EJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0495.See file dsdata.txt to determine how the superseded data were derived.
 EJ0495
 EJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT801997(NAD 83)
 EJ0495_MARKER: DB = BENCH MARK DISK
 EJ0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0495_STAMPING: L 97 1935
 EJ0495_MARK LOGO: CGS   
 EJ0495_PROJECTION: PROJECTING 6 CENTIMETERS
 EJ0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0495+STABILITY: SURFACE MOTION
 EJ0495
 EJ0495  HISTORY     - Date     Condition        Report By
 EJ0495  HISTORY     - 1935     MONUMENTED       CGS
 EJ0495  HISTORY     - 1937     GOOD             ARGS
 EJ0495  HISTORY     - 1984     GOOD             NGS
 EJ0495  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0495  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0495  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0495
 EJ0495                          STATION DESCRIPTION
 EJ0495
 EJ0495'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0495'3.8 MI SE FROM JEFFERSON SPRINGS.
 EJ0495'3.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0495'STATION AT JEFFERSON SPRINGS, JEFFERSON COUNTY, AT SAMPLES, 4 FEET
 EJ0495'EAST OF POLE 377+12, 72 FEET EAST OF THE CENTER OF A DIRT-ROAD
 EJ0495'CROSSING, 42.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 EJ0495'33.8 FEET NORTHEAST OF A SWITCH STAND, AND 6 FEET SOUTHWEST OF THE
 EJ0495'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 97 1935 AND SET IN THE
 EJ0495'TOP OF A CONCRETE POST.
 EJ0495
 EJ0495                          STATION RECOVERY (1984)
 EJ0495
 EJ0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0495'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.1 KM
 EJ0495'(3.8 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ0495'JEFFERSON, THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG A TRACK ROAD TO THE
 EJ0495'MISSOURI PACIFIC RAILROAD TO THE MARK ABOUT 9.14 METERS (30.0 FT)
 EJ0495'NORTH OF THE EXTENDED CENTER OF THE TRACK ROAD, 12.89 METERS (42.3 FT)
 EJ0495'NORTHEAST OF THE NORTHEAST RAIL, 1.82 METERS (6.0 FT) SOUTHWEST OF THE
 EJ0495'NORTHEAST RIGHT OF WAY FENCE, AND 1.21 METERS (4.0 FT) EAST OF A
 EJ0495'TELEGRAPH POLE.
 EJ0495'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EJ0495'THE MARK IS 0.3 M ABOVE TRACKS.
 EJ0495
 EJ0495                          STATION RECOVERY (1988)
 EJ0495
 EJ0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0495'MARK NOT FOUND.
 EJ0495
 EJ0495                          STATION RECOVERY (1989)
 EJ0495
 EJ0495'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0495'MARK NOT FOUND.
 EJ0495
 EJ0495                          STATION RECOVERY (1990)
 EJ0495
 EJ0495'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0882 ***********************************************************************
 EJ0882  DESIGNATION -  L 98
 EJ0882  PID         -  EJ0882
 EJ0882  STATE/COUNTY-  AR/SALINE
 EJ0882  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0882
 EJ0882                         *CURRENT SURVEY CONTROL
 EJ0882  ___________________________________________________________________
 EJ0882* NAD 83(1986)-  34 43 36.     (N)    092 44 03.     (W)     SCALED    
 EJ0882* NAVD 88     -       162.339  (meters)     532.61   (feet)  ADJUSTED  
 EJ0882  ___________________________________________________________________
 EJ0882  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EJ0882  DYNAMIC HT  -         162.183 (meters)     532.10  (feet)  COMP
 EJ0882  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EJ0882
 EJ0882  VERT ORDER  -  SECOND    CLASS 0
 EJ0882
 EJ0882.The horizontal coordinates were scaled from a topographic map and have
 EJ0882.an estimated accuracy of +/- 6 seconds.
 EJ0882
 EJ0882.The orthometric height was determined by differential leveling
 EJ0882.and adjusted by the National Geodetic Survey in June 1991..
 EJ0882
 EJ0882.The geoid height was determined by GEOID03.
 EJ0882
 EJ0882.The dynamic height is computed by dividing the NAVD 88
 EJ0882.geopotential number by the normal gravity value computed on the
 EJ0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0882.degrees latitude (g = 980.6199 gals.).
 EJ0882
 EJ0882.The modeled gravity was interpolated from observed gravity values.
 EJ0882
 EJ0882;                    North         East    Units  Estimated Accuracy
 EJ0882;SPC AR S     -   628,730.      332,760.      MT  (+/- 180 meters Scaled)
 EJ0882
 EJ0882                          SUPERSEDED SURVEY CONTROL
 EJ0882
 EJ0882  NGVD 29 (??/??/92)  162.358  (m)          532.67   (f) ADJ UNCH    2 0
 EJ0882
 EJ0882.Superseded values are not recommended for survey control.
 EJ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0882.See file dsdata.txt to determine how the superseded data were derived.
 EJ0882
 EJ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU243427(NAD 83)
 EJ0882_MARKER: DB = BENCH MARK DISK
 EJ0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0882_STAMPING: L 98 1935
 EJ0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0882+STABILITY: SURFACE MOTION
 EJ0882
 EJ0882  HISTORY     - Date     Condition        Report By
 EJ0882  HISTORY     - 1935     MONUMENTED       CGS
 EJ0882  HISTORY     - 1939     GOOD             NGS
 EJ0882  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0882
 EJ0882                          STATION DESCRIPTION
 EJ0882
 EJ0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0882'4.2 MI NW FROM BLAND.
 EJ0882'4.2 MILES NORTHWEST ALONG THE GRADED ROAD LEADING TO THE JUNCTION OF
 EJ0882'STATE HIGHWAY 9 FROM THE INTERSECTION OF THE FERNDALE ROAD AT BLAND,
 EJ0882'SALINE COUNTY, 2.6 MILES NORTHWEST OF A WOODEN BRIDGE OVER DOG CREEK,
 EJ0882'0.5 MILE EAST OF A BRIDGE OVER CEDAR CREEK, 250 FEET WEST OF THE
 EJ0882'CROSSING OF AN ABANDONED RAILROAD BED, 43 FEET EAST OF THE CENTERLINE
 EJ0882'OF A DIRT ROAD LEADING SOUTH TO A FARMHOUSE, AND 25.6 FEET SOUTH OF
 EJ0882'THE CENTERLINE OF THE GRAVEL ROAD.  A STANDARD DISK, STAMPED L 98 1935
 EJ0882'AND SET IN THE TOP OF A CONCRETE POST.
 EJ0882
 EJ0882                          STATION RECOVERY (1974)
 EJ0882
 EJ0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0844 ***********************************************************************
 EJ0844  DESIGNATION -  L 99
 EJ0844  PID         -  EJ0844
 EJ0844  STATE/COUNTY-  AR/PULASKI
 EJ0844  USGS QUAD   -  FERNDALE (1984)
 EJ0844
 EJ0844                         *CURRENT SURVEY CONTROL
 EJ0844  ___________________________________________________________________
 EJ0844* NAD 83(1986)-  34 50 16.     (N)    092 33 08.     (W)     SCALED    
 EJ0844* NAVD 88     -       100.179  (meters)     328.67   (feet)  ADJUSTED  
 EJ0844  ___________________________________________________________________
 EJ0844  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EJ0844  DYNAMIC HT  -         100.085 (meters)     328.36  (feet)  COMP
 EJ0844  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 EJ0844
 EJ0844  VERT ORDER  -  SECOND    CLASS 0
 EJ0844
 EJ0844.The horizontal coordinates were scaled from a topographic map and have
 EJ0844.an estimated accuracy of +/- 6 seconds.
 EJ0844
 EJ0844.The orthometric height was determined by differential leveling
 EJ0844.and adjusted by the National Geodetic Survey in June 1991..
 EJ0844
 EJ0844.The geoid height was determined by GEOID03.
 EJ0844
 EJ0844.The dynamic height is computed by dividing the NAVD 88
 EJ0844.geopotential number by the normal gravity value computed on the
 EJ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0844.degrees latitude (g = 980.6199 gals.).
 EJ0844
 EJ0844.The modeled gravity was interpolated from observed gravity values.
 EJ0844
 EJ0844;                    North         East    Units  Estimated Accuracy
 EJ0844;SPC AR S     -   640,950.      349,490.      MT  (+/- 180 meters Scaled)
 EJ0844
 EJ0844                          SUPERSEDED SURVEY CONTROL
 EJ0844
 EJ0844  NGVD 29 (??/??/92)  100.213  (m)          328.78   (f) ADJ UNCH    2 0
 EJ0844
 EJ0844.Superseded values are not recommended for survey control.
 EJ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0844.See file dsdata.txt to determine how the superseded data were derived.
 EJ0844
 EJ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU409551(NAD 83)
 EJ0844_MARKER: DB = BENCH MARK DISK
 EJ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0844_STAMPING: L 99 1935
 EJ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0844+STABILITY: SURFACE MOTION
 EJ0844
 EJ0844  HISTORY     - Date     Condition        Report By
 EJ0844  HISTORY     - 1935     MONUMENTED       CGS
 EJ0844  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0844
 EJ0844                          STATION DESCRIPTION
 EJ0844
 EJ0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0844'1.8 MI SW FROM PINNACLE.
 EJ0844'1.8 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO, ROCK ISLAND
 EJ0844'AND PACIFIC RAILROAD STATION AT PINNACLE, PULASKI COUNTY, 3.7 MILES
 EJ0844'NORTHWEST ALONG STATE HIGHWAY 10, 375 FEET SOUTH OF A CONCRETE HIGHWAY
 EJ0844'BRIDGE, ON THE OUTSIDE OF A CURVE, 28.4 FEET NORTH OF THE NORTH CORNER
 EJ0844'OF THE GOODSON RESIDENCE, 62.2 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EJ0844'HIGHWAY, AND 18.4 FEET SOUTHWEST OF THE CENTERLINE OF A GRADED ROAD
 EJ0844'LEADING WEST.  A STANDARD DISK, STAMPED L 99 1935 AND SET IN THE TOP
 EJ0844'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1362 ***********************************************************************
 DK1362  DESIGNATION -  LA ARK
 DK1362  PID         -  DK1362
 DK1362  STATE/COUNTY-  AR/ASHLEY
 DK1362  USGS QUAD   -  WILMOT SW (1960)
 DK1362
 DK1362                         *CURRENT SURVEY CONTROL
 DK1362  ___________________________________________________________________
 DK1362* NAD 83(1986)-  33 00 10.     (N)    091 37 37.     (W)     SCALED    
 DK1362* NAVD 88     -        31.34   (+/-2cm)     102.8    (feet)  VERTCON   
 DK1362  ___________________________________________________________________
 DK1362  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK1362
 DK1362  VERT ORDER  -  ? (See Below)
 DK1362
 DK1362.The horizontal coordinates were scaled from a topographic map and have
 DK1362.an estimated accuracy of +/- 6 seconds.
 DK1362
 DK1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1362.The vertical order pertains to the NGVD 29 superseded value.
 DK1362
 DK1362.The geoid height was determined by GEOID03.
 DK1362
 DK1362;                    North         East    Units  Estimated Accuracy
 DK1362;SPC AR S     -   437,340.      434,870.      MT  (+/- 180 meters Scaled)
 DK1362
 DK1362                          SUPERSEDED SURVEY CONTROL
 DK1362
 DK1362  NGVD 29 (??/??/??)   31.434  (m)          103.13   (f) ADJUSTED    ?  
 DK1362
 DK1362.Superseded values are not recommended for survey control.
 DK1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1362.See file dsdata.txt to determine how the superseded data were derived.
 DK1362
 DK1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS282524(NAD 83)
 DK1362_MARKER: Z = SEE DESCRIPTION
 DK1362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1362
 DK1362  HISTORY     - Date     Condition        Report By
 DK1362  HISTORY     - UNK      MONUMENTED       DOD
 DK1362  HISTORY     - 1934     MARK NOT FOUND   CGS
 DK1362
 DK1362                          STATION DESCRIPTION
 DK1362
 DK1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1362'3 MI NE FROM JONES.
 DK1362'3 MI. NE OF JONES.  LOCATED IN MOREHOUSE PARISH, ABOUT 500 METERS
 DK1362'(1640 FEET) SOUTH OF LINE BETWEEN LOUISIANA AND ARKANSAS, IN EDGE OF
 DK1362'FIELD ON SOUTH SIDE OF ROAD, 15 METERS EAST OF TRACK AND 80 METERS
 DK1362'EAST OF LEFT BANK OF BAYOU, TOP OF IRON POST.  ABOUT 3 MILES NORTHEAST
 DK1362'OF JONES ALONG U.S. HIGHWAY 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2962 ***********************************************************************
 EH2962  DESIGNATION -  LA GRUE
 EH2962  PID         -  EH2962
 EH2962  STATE/COUNTY-  AR/ARKANSAS
 EH2962  USGS QUAD   -  WEBER (1967)
 EH2962
 EH2962                         *CURRENT SURVEY CONTROL
 EH2962  ___________________________________________________________________
 EH2962* NAD 83(1997)-  34 12 28.89983(N)    091 12 42.40345(W)     ADJUSTED  
 EH2962* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 EH2962  ___________________________________________________________________
 EH2962  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 EH2962  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH2962
 EH2962  HORZ ORDER  -  SECOND
 EH2962
 EH2962.The horizontal coordinates were established by classical geodetic methods
 EH2962.and adjusted by the National Geodetic Survey in September 1999..
 EH2962
 EH2962.The orthometric height was scaled from a topographic map.
 EH2962
 EH2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2962
 EH2962.The geoid height was determined by GEOID03.
 EH2962
 EH2962;                    North         East     Units Scale Factor Converg.
 EH2962;SPC AR S     -   571,235.899   472,635.352   MT  0.99992304   +0 26 28.2
 EH2962;SPC AR S     - 1,874,129.78  1,550,637.82   sFT  0.99992304   +0 26 28.2
 EH2962;UTM  15      - 3,786,667.692   664,744.632   MT  0.99993456   +1 00 20.0
 EH2962
 EH2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2962!SPC AR S     -   0.99999506  x   0.99992304  =   0.99991810
 EH2962!UTM  15      -   0.99999506  x   0.99993456  =   0.99992962
 EH2962
 EH2962:                Primary Azimuth Mark                     Grid Az
 EH2962:SPC AR S     -  FLAT LAKE LOOKOUT TOWER                  085 53 37.5
 EH2962:UTM  15      -  FLAT LAKE LOOKOUT TOWER                  085 19 45.7
 EH2962
 EH2962|---------------------------------------------------------------------|
 EH2962| PID    Reference Object                     Distance      Geod. Az  |
 EH2962|                                                           dddmmss.s |
 EH2962| EH2953 FLAT LAKE LOOKOUT TOWER             APPROX.14.0 KM 0862005.7 |
 EH2962| CY6822 LA GRUE RM 1                         54.544 METERS 11215     |
 EH2962| EH2961 BIOLOGICAL SURVEY MARK 66            27.627 METERS 13429     |
 EH2962| CY6823 LA GRUE RM 2                         34.179 METERS 25555     |
 EH2962| CY6821 LA GRUE AZ MK                                      2681847.2 |
 EH2962|---------------------------------------------------------------------|
 EH2962
 EH2962                          SUPERSEDED SURVEY CONTROL
 EH2962
 EH2962  NAD 83(1997)-  34 12 28.90648(N)    091 12 42.39922(W) AD(       ) 2
 EH2962  NAD 83(1986)-  34 12 28.90754(N)    091 12 42.39878(W) AD(       ) 2
 EH2962  NAD 27      -  34 12 28.54125(N)    091 12 41.97733(W) AD(       ) 2
 EH2962
 EH2962.Superseded values are not recommended for survey control.
 EH2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2962.See file dsdata.txt to determine how the superseded data were derived.
 EH2962
 EH2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6474586668(NAD 83)
 EH2962_MARKER: DS = TRIANGULATION STATION DISK
 EH2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2962
 EH2962  HISTORY     - Date     Condition        Report By
 EH2962  HISTORY     - 1965     MONUMENTED       CGS
 EH2962
 EH2962                          STATION DESCRIPTION
 EH2962
 EH2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2962'THE STATION IS 7-1/4 MILES SOUTH AND 21 MILES WEST OF ELAINE,
 EH2962'6 MILES SOUTH AND 8 MILES EAST OF DE WITT, AT THE EXTREME
 EH2962'SOUTHEAST CORNER OF SECTION 34, T 5 S, R 2 W, AND IN THE
 EH2962'LA GRUE COMMUNITY.
 EH2962'
 EH2962'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH2962'1, 152, AND 176, 3.75 MILES SOUTH OF DE WITT, GO EAST, SOUTH,
 EH2962'AND EAST ON HIGHWAY 152 FOR 7.6 MILES TO THE JUNCTION WITH
 EH2962'STATE HIGHWAY 17 AND THE END OF PAVEMENT IN THE SMALL COMMUNITY
 EH2962'OF DE LUCE.  CONTINUE EAST ON HIGHWAY 17 (GRAVEL ROAD) FOR
 EH2962'1.8 MILES TO A WITNESS POST AND THE AZIMUTH MARK ON THE RIGHT.
 EH2962'CONTINUE EAST ON HIGHWAY 17 FOR 0.25 MILE TO THE END OF STATE
 EH2962'MAINTENANCE AND THE STATION ON THE LEFT.
 EH2962'
 EH2962'STATION MARKS ARE STANDARD DISKS STAMPED LA GRUE 1964.  THE
 EH2962'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH
 EH2962'THE SURFACE OF THE GROUND.  IT IS 61 FEET NORTH OF THE CENTER
 EH2962'OF HIGHWAY 17, 43.5 FEET NORTHWEST OF A CORNER FENCE POST, 34
 EH2962'FEET NORTHEAST OF A METAL WITNESS POST SET IN A FENCELINE,
 EH2962'AND 31 FEET WEST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND
 EH2962'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 EH2962'THE SURFACE OF THE GROUND.
 EH2962'
 EH2962'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LA GRUE NO 1 1964,
 EH2962'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH2962'IT IS 12.5 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 2 FEET
 EH2962'WEST OF A METAL WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 EH2962'
 EH2962'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LA GRUE NO 2 1964,
 EH2962'IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH2962'OF THE GROUND.  IT IS 96 FEET WEST OF THE METAL WITNESS POST,
 EH2962'29 FEET NORTH OF THE CENTER OF HIGHWAY 17, 27 FEET WEST OF THE
 EH2962'CENTER OF A METAL GATE, AND 1 FOOT NORTH OF A FENCE.
 EH2962'
 EH2962'U.S. DEPARTMENT OF AGRICULTURE BIOLOGICAL SURVEY MARK, STAMPED
 EH2962'66 T 5 S R 2 W S 34 S 3 S 2 CC T 6 S 1935, IS A 2 INCH CAPPED
 EH2962'PIPE WHICH PROJECTS 1 INCH.  IT IS 47 FEET SOUTHEAST OF THE
 EH2962'CORNER FENCE POST, 44 FEET NORTHEAST OF A POWER POLE, 14
 EH2962'FEET SOUTH OF THE CENTER OF THE TRACK ROAD, AND 1 FOOT NORTHEAST
 EH2962'OF A METAL WITNESS POST.
 EH2962'
 EH2962'AZIMUTH MARK, A STANDARD DISK STAMPED LA GRUE 1964, IS SET
 EH2962'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 EH2962'GROUND.  IT IS 28 FEET SOUTH OF THE CENTER OF HIGHWAY
 EH2962'17, 2 FEET NORTHWEST OF A METAL WITNESS POST, AND 1.2 FEET EAST
 EH2962'OF A POWER POLE.
 EH2962'
 EH2962'NOTE- REFERENCE MARKS MEASURED WITH 30 METER TAPE PULLING
 EH2962'5 KG TAPE TENSION AND 300 FOOT TAPE PULLING 7 KG TAPE TENSION.
 EH2962'
 EH2962'STATION WAS BUILT IN 1964 AND OCCUPIED IN 1965.
 EH2962'
 EH2962'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1274 ***********************************************************************
 DL1274  DESIGNATION -  LACEY
 DL1274  PID         -  DL1274
 DL1274  STATE/COUNTY-  AR/BRADLEY
 DL1274  USGS QUAD   -  FARMVILLE (1985)
 DL1274
 DL1274                         *CURRENT SURVEY CONTROL
 DL1274  ___________________________________________________________________
 DL1274* NAD 83(1997)-  33 37 24.59017(N)    092 13 21.78010(W)     ADJUSTED  
 DL1274* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 DL1274  ___________________________________________________________________
 DL1274  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DL1274  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DL1274
 DL1274  HORZ ORDER  -  FIRST
 DL1274
 DL1274.The horizontal coordinates were established by classical geodetic methods
 DL1274.and adjusted by the National Geodetic Survey in September 1999..
 DL1274
 DL1274.The orthometric height was scaled from a topographic map.
 DL1274
 DL1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1274
 DL1274.The geoid height was determined by GEOID03.
 DL1274
 DL1274;                    North         East     Units Scale Factor Converg.
 DL1274;SPC AR S     -   506,146.983   379,335.207   MT  0.99994402   -0 07 28.7
 DL1274;SPC AR S     - 1,660,583.89  1,244,535.59   sFT  0.99994402   -0 07 28.7
 DL1274;UTM  15      - 3,720,682.184   572,096.424   MT  0.99966408   +0 25 49.5
 DL1274
 DL1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1274!SPC AR S     -   0.99999326  x   0.99994402  =   0.99993728
 DL1274!UTM  15      -   0.99999326  x   0.99966408  =   0.99965734
 DL1274
 DL1274|---------------------------------------------------------------------|
 DL1274| PID    Reference Object                     Distance      Geod. Az  |
 DL1274|                                                           dddmmss.s |
 DL1274| CY6825 LACEY RM 1                           35.195 METERS 16216     |
 DL1274| CY6824 LACEY AZ MK                                        2241949.3 |
 DL1274| DL1273 LOOKOUT TOWER 4 3 AFC                33.491 METERS 24240     |
 DL1274| CY6826 LACEY RM 2                           34.095 METERS 25022     |
 DL1274|---------------------------------------------------------------------|
 DL1274
 DL1274                          SUPERSEDED SURVEY CONTROL
 DL1274
 DL1274  NAD 83(1986)-  33 37 24.60080(N)    092 13 21.77362(W) AD(       ) 1
 DL1274  NAD 27      -  33 37 24.21000(N)    092 13 21.25100(W) AD(       ) 1
 DL1274
 DL1274.Superseded values are not recommended for survey control.
 DL1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1274.See file dsdata.txt to determine how the superseded data were derived.
 DL1274
 DL1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7209620682(NAD 83)
 DL1274_MARKER: DS = TRIANGULATION STATION DISK
 DL1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1274
 DL1274  HISTORY     - Date     Condition        Report By
 DL1274  HISTORY     - 1942     MONUMENTED       CGS
 DL1274  HISTORY     - 1952     GOOD             CGS
 DL1274  HISTORY     - 1964     GOOD             CGS
 DL1274
 DL1274                          STATION DESCRIPTION
 DL1274
 DL1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1274'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF BANKS, IN THE
 DL1274'SOUTHEAST QUARTER OF SECTION 34, T 12 S, R 11 W AND ON THE GROUNDS
 DL1274'OF THE LACEY HILL LOOKOUT TOWER.  IT IS 37 YARDS SOUTHEAST OF THE
 DL1274'SOUTHEAST CORNER OF A HOUSE AND 95 FEET EAST-NORTHEAST OF THE
 DL1274'NORTHEAST CORNER OF THE LOOKOUT TOWER.  IT IS STAMPED LACEY 1942
 DL1274'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 DL1274'
 DL1274'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 40 YARDS
 DL1274'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOOKOUT TOWER AND 1
 DL1274'FOOT WEST OF A FENCE LINE.  IT IS STAMPED LACEY NO 1 1942 AND
 DL1274'PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE
 DL1274'STATION AND 2.5 FEET EAST OF THE NORTHWEST LEG OF THE LOOKOUT
 DL1274'TOWER.  IT IS STAMPED LACEY NO 2 1942 AND PROJECTS 6 INCHES.
 DL1274'
 DL1274'THE AZIMUTH MARK IS ABOUT 3.0 MILES SOUTHWEST OF THE STATION,
 DL1274'60 YARDS SOUTH OF A FARM HOUSE, 37 YARDS WEST OF THE CENTER LINE
 DL1274'OF ARKANSAS HIGHWAY 4 AND 4 FEET EAST OF A WHITE REFERENCE POST.
 DL1274'IT IS STAMPED LACEY 1942 AND PROJECTS 6 INCHES.  A 103-FOOT TOWER
 DL1274'IS NEEDED AT THE STATION TO SEE THE AZIMUTH MARK.
 DL1274'
 DL1274'TO REACH FROM BANKS GO NORTH AND EAST ON ARKANSAS HIGHWAY 4 FOR
 DL1274'1.1 MILES TO THE AZIMUTH MARK ON THE NORTHWEST SIDE OF THE
 DL1274'HIGHWAY AT A CURVE AND SMALL WHITE FARMHOUSE ON THE SAME SIDE
 DL1274'OF THE HIGHWAY.  CONTINUE EAST ON THE HIGHWAY FOR 2.6 MILES AND
 DL1274'TURN LEFT, NORTH, ON A DIRT ROAD.  GO 1.5 MILES TO THE LACEY HILL
 DL1274'LOOKOUT TOWER AND THE STATION.
 DL1274'
 DL1274'A 116-FOOT SIGNAL AT BUD IS VISIBLE AT 116 FEET.  A 116-FOOT
 DL1274'SIGNAL AT BUCK IS VISIBLE AT 116 FEET.  A 126-FOOT SIGNAL AT MORO
 DL1274'SIGNAL AT BUCK IS VISIBLE AT 116 FEET.  A 126-FOOT SIGNAL AT MORO
 DL1274'IS VISIBLE AT 126 FEET.  A 116-FOOT SIGNAL AT MOSELEY IS VISIBLE
 DL1274'AT 90 FEET.  A 126-FOOT SIGNAL AT WARREN IS VISIBLE AT 103 FEET.
 DL1274'
 DL1274'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 DL1274
 DL1274                          STATION RECOVERY (1952)
 DL1274
 DL1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1274'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DL1274'THE AZIMUTH MARK WAS FOUND IN A SLIGHTLY TILTED POSITION BUT
 DL1274'WAS STILL ENBEDDED FIRMLY IN THE GROUND.  A NEW DESCRIPTION
 DL1274'FOLLOWS.
 DL1274'
 DL1274'THE STATION IS IN THE SOUTHEAST 1/4 OF SECTION 34, T 12 S. R 11 W,
 DL1274'4 MILES NORTHEAST OF BANKS AND ON THE GROUNDS OF THE LACEY HILL
 DL1274'LOOKOUT TOWER.  IT IS 119 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DL1274'OF A HOUSE, 95 FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF THE
 DL1274'LOOKOUT TOWER, AND 41 FEET WEST OF THE NORTHWEST CORNER OF AN
 DL1274'OUTHOUSE.
 DL1274'
 DL1274'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND STATE
 DL1274'HIGHWAY 4 IN BANKS, GO NORTH AND EAST ON STATE HIGHWAY 4 FOR 1.1
 DL1274'MILES TO THE HOME A.J. MC FARLAND JR. ON THE LEFT AND THE AZIMUTH
 DL1274'MARK AS DESCRIBED BELOW, CONTINUE EASTERLY ON THE HIGHWAY FOR
 DL1274'2.6 MILES TO A DIRT ROAD ON THE RIGHT, TURN LEFT (NORTH) AND
 DL1274'FOLLOW THE MAIN DIRT ROAD FOR 1.5 MILES TO THE LOOKOUT TOWER ON
 DL1274'THE RIGHT AND THE STATION AS DESCRIBED.
 DL1274'
 DL1274'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 DL1274'STAMPED LACEY 1942.
 DL1274'
 DL1274'REFERENCE MARK 1 IS 131 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 DL1274'LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1274'LACEY NO 1 1942.
 DL1274'
 DL1274'REFERENCE MARK 2 IS 2.5 FEET EAST OF THE NORTHWEST LEG OF THE
 DL1274'LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1274'LACEY NO 2 1942.
 DL1274'
 DL1274'THE AZIMUTH MARK IS 200 FEET SOUTH OF THE SOUTHWEST CORNER OF
 DL1274'THE FARMHOME OF A.J. MC FARLAND JR., 115 FEET NORTHWEST OF THE
 DL1274'CENTER OF STATE HIGHWAY 4 AND 29 FEET EAST OF THE CENTER OF A
 DL1274'DRIVEWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1274'LACEY 1942
 DL1274'
 DL1274'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 38 METERS.
 DL1274
 DL1274                          STATION RECOVERY (1964)
 DL1274
 DL1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1274'THE STATION MARK, R.M. NO. 2 AND THE AZIMUTH MARK RECOVERED AND
 DL1274'FOUND IN GOOD CONDITION.  R.M. NO. 1 APPEARS TO HAVE BEEN HIT BY
 DL1274'A BULL DOZER AND IS SLIGHTLY TILTED.  THE LOOKOUT TOWER, THAT
 DL1274'WAS NEAR THE STATION, HAS BEEN REMOVED BUT THE CONCRETE FOOTINGS
 DL1274'FOR TWO LOOKOUT TOWERS REMAIN TO THE WEST OF THE STATION.
 DL1274'
 DL1274'THE STATION MARK IS AS DESCRIBED FROM R.M. NO. 2 AND IS 77.75 FEET
 DL1274'EAST OF THE NORTHEAST CORNER OF THE MOST NORTHEAST ONE OF EIGHT
 DL1274'CONCRETE FOOTINGS.  IT IS ALSO ABOUT 1 FOOT SOUTH OF A METAL
 DL1274'WITNESS POST AND IS ABOUT FLUSH WITH THE GROUND.
 DL1274'
 DL1274'TO REACH THE STATION FROM BANKS, FROM THE MAIN INTERSECTION,
 DL1274'FOLLOW THE HIGHWAY NORTH AND EAST FOR 1.2 MILES TO A FARMHOUSE
 DL1274'ON LEFT AND AZIMUTH MARK NEAR THE CENTER OF THE FRONT YARD,
 DL1274'CONTINUE ON HIGHWAY FOR 2.5 MILES TO CROSSROADS, TURN LEFT AND GO
 DL1274'NORTHERLY FOR 1.4 MILES TO A TEACK ROAD ON THE RIGHT, TURN RIGHT
 DL1274'TO THE OLD TOWER SITE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1428 ***********************************************************************
 DL1428  DESIGNATION -  LACKLAND
 DL1428  PID         -  DL1428
 DL1428  STATE/COUNTY-  AR/NEVADA
 DL1428  USGS QUAD   -  WHELEN SPRINGS (1970)
 DL1428
 DL1428                         *CURRENT SURVEY CONTROL
 DL1428  ___________________________________________________________________
 DL1428* NAD 83(1997)-  33 45 45.03403(N)    093 13 59.65393(W)     ADJUSTED  
 DL1428* NAVD 88     -       111.10   (+/-2cm)     364.5    (feet)  VERTCON   
 DL1428  ___________________________________________________________________
 DL1428  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DL1428  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL1428
 DL1428  HORZ ORDER  -  FIRST
 DL1428  VERT ORDER  -  THIRD ? (See Below)
 DL1428
 DL1428.The horizontal coordinates were established by classical geodetic methods
 DL1428.and adjusted by the National Geodetic Survey in September 1999..
 DL1428
 DL1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1428.The vertical order pertains to the NGVD 29 superseded value.
 DL1428
 DL1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1428
 DL1428.The geoid height was determined by GEOID03.
 DL1428
 DL1428;                    North         East     Units Scale Factor Converg.
 DL1428;SPC AR S     -   522,230.425   285,762.358   MT  0.99992966   -0 41 24.8
 DL1428;SPC AR S     - 1,713,350.99    937,538.67   sFT  0.99992966   -0 41 24.8
 DL1428;UTM  15      - 3,735,848.437   478,401.271   MT  0.99960575   -0 07 46.6
 DL1428
 DL1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1428!SPC AR S     -   0.99998675  x   0.99992966  =   0.99991641
 DL1428!UTM  15      -   0.99998675  x   0.99960575  =   0.99959251
 DL1428
 DL1428:                Primary Azimuth Mark                     Grid Az
 DL1428:SPC AR S     -  LACKLAND AZ MK                           036 02 20.5
 DL1428:UTM  15      -  LACKLAND AZ MK                           035 28 42.3
 DL1428
 DL1428|---------------------------------------------------------------------|
 DL1428| PID    Reference Object                     Distance      Geod. Az  |
 DL1428|                                                           dddmmss.s |
 DL1428| CX6618 LACKLAND AZ MK                                     0352055.7 |
 DL1428| CX6619 LACKLAND RM 1                        27.693 METERS 08447     |
 DL1428| CX6620 LACKLAND RM 2                        28.678 METERS 17713     |
 DL1428| DL1455 DALLAS LITTLE ROCK AWY BCN 21       APPROX.22.3 KM 2863614.8 |
 DL1428| DL1456 PRESCOTT OZAN LUMBER CO TANK        APPROX.16.1 KM 2865421.9 |
 DL1428| DL1452 PRESCOTT MUNICIPAL TANK             APPROX.14.6 KM 2880614.0 |
 DL1428| DL1453 PRESCOTT MAG 2 RESET                APPROX.14.2 KM 2882328.9 |
 DL1428| DL1446 OKOLONA TX IL NAT GAS MWAVE TR      APPROX.26.2 KM 3450654.0 |
 DL1428| EJ1981 DALLAS LITTLE ROCK AWY BCN 23       APPROX.27.5 KM 3594915.5 |
 DL1428|---------------------------------------------------------------------|
 DL1428
 DL1428                          SUPERSEDED SURVEY CONTROL
 DL1428
 DL1428  NAD 83(1997)-  33 45 45.04262(N)    093 13 59.64654(W) AD(       ) 1
 DL1428  NAD 83(1986)-  33 45 45.04415(N)    093 13 59.64465(W) AD(       ) 1
 DL1428  NAD 27      -  33 45 44.64700(N)    093 13 59.04600(W) AD(       ) 1
 DL1428  NGVD 29 (07/19/86)  111.11   (m)          364.5    (f) LEVELING    3  
 DL1428
 DL1428.Superseded values are not recommended for survey control.
 DL1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1428.See file dsdata.txt to determine how the superseded data were derived.
 DL1428
 DL1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7840135848(NAD 83)
 DL1428_MARKER: DS = TRIANGULATION STATION DISK
 DL1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1428
 DL1428  HISTORY     - Date     Condition        Report By
 DL1428  HISTORY     - 1941     MONUMENTED       CGS
 DL1428  HISTORY     - 1957     GOOD             CGS
 DL1428  HISTORY     - 1963     GOOD             CGS
 DL1428
 DL1428                          STATION DESCRIPTION
 DL1428
 DL1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1428'STATION IS ABOUT 8 MILES E AND 2.5 MILES S OF PRESCOTT, ON
 DL1428'THE S SIDE OF SEC.23, T. 11 S, R. 21 W, ON LAND OWNED BY
 DL1428'JACK SMITH, COLORED.  STATION IS NEAR THE CENTER OF A COTTON
 DL1428'FIELD, 23 FEET E OF THE W 1/2 OF THE FIELD (WHICH IS COVERED WITH
 DL1428'STUMPS), ABOUT 300 FEET N OF A 24-INCH PINE TREE AND 6 FEET S OF
 DL1428'A WHITE REFERENCE POST.  IT IS STAMPED LACKLAND 1941 AND
 DL1428'PROJECTS 6 INCHES.
 DL1428'
 DL1428'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1428'BRONZE DISKS SET IN CONCRETE.
 DL1428'
 DL1428'REFERENCE MARK NO. 1 IS STAMPED LACKLAND NO.1 1941 AND PROJECTS
 DL1428'6 INCHES.
 DL1428'
 DL1428'REFERENCE MARK NO. 2 IS STAMPED LACKLAND NO.2 1941 AND
 DL1428'PROJECTS 6 INCHES.
 DL1428'
 DL1428'THE AZIMUTH MARK IS 2 FEET N OF AN E-W FENCE, 4 FEET E OF A
 DL1428'WHITE REFERENCE POST, AND 36 FEET E OF THE CENTER LINE OF A GRAVEL
 DL1428'ROAD.  IT IS STAMPED LACKLAND 1941 AND PROJECTS 6 INCHES.
 DL1428'
 DL1428'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 24
 DL1428'AND U.S. HIGHWAY 67 IN PRESCOTT, GO FIRST S THEN E ON STATE
 DL1428'HIGHWAY 24 FOR 8.7 MILES TO 2 BRIDGES, CONTINUE FOR 0.45 MILE TO A
 DL1428'GRAVEL ROAD ON THE RIGHT.  TURN RIGHT (S) ON GRAVEL FOR 0.65 MILE
 DL1428'TO A FORKS, TAKE RIGHT FORK FOR 0.1 MILE TO THE AZIMUTH MARK ON
 DL1428'THE LEFT.  CONTINUE FOR 0.2 MILE THEN TURN RIGHT (W) FOR 0.05
 DL1428'MILE TO A T-INTERSECTION, TURN LEFT (S) FOR 0.2 MILE TO A DIM
 DL1428'ROAD THROUGH A COTTON FIELD ON THE RIGHT.  TURN RIGHT (W)
 DL1428'FOR 0.1 MILE TO A POINT NEAR THE CENTER OF THE FIELD AND
 DL1428'THE STATION.
 DL1428'
 DL1428'A 77-FOOT SIGNAL AT CHIDESTER IS VISIBLE AT 50 FEET.
 DL1428'
 DL1428'A 77-FOOT SIGNAL AT KAIRK IS VISIBLE AT 50 FEET.
 DL1428'
 DL1428'A 90-FOOT SIGNAL AT CALE IS VISIBLE AT 50 FEET.
 DL1428'
 DL1428'A 50-FOOT SIGNAL AT COLLINS IS VISIBLE AT 50 FEET.
 DL1428'
 DL1428'A 103-FOOT SIGNAL AT DOWING IS VISIBLE AT 37 FEET.
 DL1428'
 DL1428'A 103-FOOT SIGNAL AT PRESCOTT WEST BASE IS VISIBLE AT 50 FEET.
 DL1428'
 DL1428'A 103-FOOT SIGNAL AT PRESCOTT MAG IS VISIBLE AT 50 FEET.
 DL1428'
 DL1428'A 116-FOOT SIGNAL AT PRESCOTT EAST BASE IS VISIBLE AT 37 FEET.
 DL1428
 DL1428                          STATION RECOVERY (1957)
 DL1428
 DL1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1428'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DL1428'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DL1428'A COMPLETE DESCRIPTION FOLLOWS.
 DL1428'
 DL1428'THE STATION IS ABOUT 8 MILES EAST AND 2-1/2 MILES SOUTH OF
 DL1428'PRESCOTT IN A FIELD THAT IS PLANTED TO PINE TREES AND IS OWNED BY
 DL1428'MR. MARCUS JUSTISS WHO LIVES AT 511 EAST 6TH STREET IN PRESCOTT,
 DL1428'ARKANSAS.  THE STATION MARK IS 12 FEET SOUTHWEST OF A PINE TREE
 DL1428'ABOUT THREE FEET IN DIAMETER AND 6 FEET SOUTH OF A WITNESS POST.
 DL1428'IT PROJECTS 5 INCHES AND IS STAMPED LACKLAND 1941.
 DL1428'
 DL1428'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 DL1428'IT PROJECTS 5 INCHES AND IS STAMPED LACKLAND NO 1 1941.
 DL1428'
 DL1428'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.
 DL1428'IT PROJECTS 5 INCHES AND IS STAMPED LACKLAND NO 2 1941.
 DL1428'
 DL1428'THE AZIMUTH MARK IS 50 FEET SOUTHWEST OF A GRAVEL PIT AND
 DL1428'29 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS
 DL1428'6 INCHES AND IS STAMPED LACKLAND 1941.
 DL1428'
 DL1428'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PRESCOTT GO NORTH
 DL1428'ON U.S. HIGHWAY 67 FOR 0.25 MILE TO THE JUNCTION WITH STATE
 DL1428'HIGHWAY 24, TURN RIGHT AND GO EAST ON STATE HIGHWAY 24 FOR
 DL1428'8.6 MILES TO A CONCRETE BRIDGE.  CONTINUE EAST ON STATE HIGHWAY
 DL1428'24 FOR 0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 DL1428'ON GRAVEL FOR 0.65 MILE TO A FORK, TAKE RIGHT FORK FOR 0.1 MILE
 DL1428'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHWESTERLY ON THE
 DL1428'MAIN TRAVELED ROAD FOR 0.45 MILE TO A GATE ON THE RIGHT AND
 DL1428'AN OLD HOUSE ON THE LEFT.  TURN RIGHT AND FOLLOW DIM TRACK
 DL1428'ROAD WEST FOR 0.1 MILE TO THE STATION AND REFERENCE MARKS AS
 DL1428'DESCRIBED.
 DL1428
 DL1428                          STATION RECOVERY (1963)
 DL1428
 DL1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1428'STATION RECOVERED AS DESCRIBED IN 1957 BY R.L.E. AND ALL MARKS
 DL1428'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISABLE FROM THE
 DL1428'STATION DUE TO TREES THAT HAVE GROWN UP ON LINE.
 DL1428'
 DL1428'THE 1957 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1428'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2630 ***********************************************************************
 EH2630  DESIGNATION -  LACONIA
 EH2630  PID         -  EH2630
 EH2630  STATE/COUNTY-  AR/DESHA
 EH2630  USGS QUAD   -  LACONIA (1982)
 EH2630
 EH2630                         *CURRENT SURVEY CONTROL
 EH2630  ___________________________________________________________________
 EH2630* NAD 83(1997)-  34 02 10.16004(N)    090 57 01.04865(W)     ADJUSTED  
 EH2630* NAVD 88     -        55.490  (meters)     182.05   (feet)  ADJUSTED  
 EH2630  ___________________________________________________________________
 EH2630  X           -     -87,751.623 (meters)                     COMP
 EH2630  Y           -  -5,290,311.135 (meters)                     COMP
 EH2630  Z           -   3,549,787.038 (meters)                     COMP
 EH2630  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 EH2630  ELLIP HEIGHT-          29.21  (meters)          (09/14/99) GPS OBS
 EH2630  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2630  DYNAMIC HT  -          55.435 (meters)     181.87  (feet)  COMP
 EH2630  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 EH2630
 EH2630  HORZ ORDER  -  SECOND
 EH2630  VERT ORDER  -  FIRST     CLASS II
 EH2630  ELLP ORDER  -  FOURTH    CLASS I
 EH2630
 EH2630.The horizontal coordinates were established by classical geodetic methods
 EH2630.and adjusted by the National Geodetic Survey in September 1999..
 EH2630
 EH2630.The orthometric height was determined by differential leveling
 EH2630.and adjusted by the National Geodetic Survey in June 1991..
 EH2630
 EH2630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2630
 EH2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2630
 EH2630.The ellipsoidal height was determined by GPS observations
 EH2630.and is referenced to NAD 83.
 EH2630
 EH2630.The geoid height was determined by GEOID03.
 EH2630
 EH2630.The dynamic height is computed by dividing the NAVD 88
 EH2630.geopotential number by the normal gravity value computed on the
 EH2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2630.degrees latitude (g = 980.6199 gals.).
 EH2630
 EH2630.The modeled gravity was interpolated from observed gravity values.
 EH2630
 EH2630;                    North         East     Units Scale Factor Converg.
 EH2630;SPC AR S     -   552,389.884   496,926.407   MT  0.99991847   +0 35 15.0
 EH2630;SPC AR S     - 1,812,299.14  1,630,332.72   sFT  0.99991847   +0 35 15.0
 EH2630;UTM  15      - 3,768,059.753   689,221.118   MT  1.00004139   +1 08 51.3
 EH2630
 EH2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2630!SPC AR S     -   0.99999541  x   0.99991847  =   0.99991388
 EH2630!UTM  15      -   0.99999541  x   1.00004139  =   1.00003680
 EH2630
 EH2630:                Primary Azimuth Mark                     Grid Az
 EH2630:SPC AR S     -  LACONIA AZ MK                            044 25 25.3
 EH2630:UTM  15      -  LACONIA AZ MK                            043 51 49.0
 EH2630
 EH2630|---------------------------------------------------------------------|
 EH2630| PID    Reference Object                     Distance      Geod. Az  |
 EH2630|                                                           dddmmss.s |
 EH2630| EH2629 LACONIA AZ MK                       484.243 METERS 0450040.3 |
 EH2630| EH2631 LACONIA RM 1                         24.646 METERS 17911     |
 EH2630| EH2632 LACONIA RM 2                         23.373 METERS 27900     |
 EH2630|---------------------------------------------------------------------|
 EH2630
 EH2630                          SUPERSEDED SURVEY CONTROL
 EH2630
 EH2630  NAD 83(1997)-  34 02 10.16084(N)    090 57 01.04858(W) AD(       ) 2
 EH2630  NAD 83(1986)-  34 02 10.16827(N)    090 57 01.04463(W) AD(       ) 2
 EH2630  NAD 27      -  34 02 09.78398(N)    090 57 00.65796(W) AD(       ) 2
 EH2630  NGVD 29 (??/??/??)   55.534  (m)          182.20   (f) ADJUSTED    1 2
 EH2630
 EH2630.Superseded values are not recommended for survey control.
 EH2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2630.See file dsdata.txt to determine how the superseded data were derived.
 EH2630
 EH2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8922168060(NAD 83)
 EH2630_MARKER: DS = TRIANGULATION STATION DISK
 EH2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2630_SP_SET: CONCRETE POST
 EH2630_STAMPING: LACONIA 1964
 EH2630_MARK LOGO: CGS   
 EH2630_PROJECTION: RECESSED 5 CENTIMETERS
 EH2630_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2630+STABILITY: SURFACE MOTION
 EH2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2630+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2002
 EH2630
 EH2630  HISTORY     - Date     Condition        Report By
 EH2630  HISTORY     - 1964     MONUMENTED       CGS
 EH2630  HISTORY     - 1985     GOOD             NGS
 EH2630  HISTORY     - 1985     GOOD             NGS
 EH2630  HISTORY     - 20001011 GOOD             USE
 EH2630  HISTORY     - 20020406 GOOD             USACE
 EH2630
 EH2630                          STATION DESCRIPTION
 EH2630
 EH2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2630'THE STATION IS 19 MILES SOUTH AND 5-1/2 MILES WEST OF ELAINE,
 EH2630'18 MILES EAST AND 10-1/2 MILES NORTH OF WATSON, 4-1/4 MILES
 EH2630'EAST AND 1-3/4 MILES SOUTH OF SNOW LAKE, 1 MILE NORTH OF THE
 EH2630'MISSISSIPPI RIVER, AND ON PROPERTY CONTROLLED BY THE LEVEE
 EH2630'BOARD.
 EH2630'
 EH2630'TO REACH THE STATION FROM THE DEPOT IN SNOW LAKE, GO NORTHWEST
 EH2630'AND EAST ON STATE ROUTE 85 FOR 3.5 MILES TO A CROSSROAD
 EH2630'AND THE W.H. FOOTE NO. 2 GROCERY STORE IN THE NORTHWEST
 EH2630'ANGLE.  CONTINUE STRAIGHT AHEAD AND GO EAST AND SOUTHEAST ON
 EH2630'A GRAVEL ROAD FOR 3.5 MILES TO THE TOP OF A LEVEE.  TURN
 EH2630'RIGHT AND GO SOUTHWEST ON THE LEVEE ROAD FOR 0.7 MILE TO
 EH2630'THE AZIMUTH MARK ON THE LEFT, 95 FEET EAST OF A CURVE IN THE
 EH2630'ROAD.  CONTINUE SOUTHWEST ON THE LEVEE ROAD FOR 0.3 MILE
 EH2630'TO A SPUR LEVEE ON THE LEFT AND THE STATION IN THE FORK.
 EH2630'
 EH2630'STATION MARKS ARE STANDARD DISKS STAMPED LACONIA 1964.
 EH2630'THE SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH
 EH2630'WITH THE SURFACE OF THE GROUND.  IT IS 20 FEET NORTHWEST OF
 EH2630'THE CENTER OF THE SPUR LEVEE ROAD AND 18.5 FEET SOUTH OF THE
 EH2630'CENTER OF THE MAIN LEVEE ROAD.  THE UNDERGROUND DISK IS SET
 EH2630'IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE
 EH2630'OF THE GROUND.
 EH2630'
 EH2630'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LACONIA NO 1
 EH2630'1964, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EH2630'SURFACE OF THE GROUND.  IT IS 98 FEET SOUTH OF THE CENTER
 EH2630'OF THE MAIN LEVEE ROAD AND 8 FEET SOUTHEAST OF THE CENTER OF
 EH2630'THE SPUR LEVEE ROAD.
 EH2630'
 EH2630'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LACONIA NO 2
 EH2630'1964, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EH2630'SURFACE OF THE GROUND.  IT IS 100 FEET WEST OF THE CENTER
 EH2630'OF THE SPUR LEVEE ROAD AND 10 FEET NORTH OF THE CENTER OF
 EH2630'THE MAIN LEVEE ROAD.
 EH2630'
 EH2630'AZIMUTH MARK, A STANDARD DISK STAMPED LACONIA 1964, IS SET
 EH2630'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 EH2630'THE GROUND.  IT IS 11 FEET SOUTH OF THE CENTER OF THE LEVEE
 EH2630'ROAD.
 EH2630'
 EH2630'NOTE, REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2630'
 EH2630'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2630
 EH2630                          STATION RECOVERY (1985)
 EH2630
 EH2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2630'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 EH2630'RECOVERED IN GOOD CONDITION, IT IS T 7 S, R 2 E, SOUTHWEST 1/4 SECTION
 EH2630'31, ALONG THE MARIN LEVEE.  OWNERSHIP--LACONIA LEVEE DISTRICT NO 1 OF
 EH2630'DESHA COUNTY AR., PO BOX 381, MCGEHEE, AR 71654, PHONE 501-222-3456.
 EH2630'
 EH2630'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20 , 44 AND 85 IN
 EH2630'ELAINE, GO SOUTH ON HIGHWAY 85 FOR 27.0 KM (16.8 MI) TO THE
 EH2630'DESHA COUNTY LINE.  CONRTINUE AHEAD FOR 6.7 KM (4.2 MI) TO A
 EH2630'CROSSROAD (HIGHWAY 85 TURNS RIGHT, WEST), TURN LEFT, EASTERLY,
 EH2630'ON A DIRT ROAD FOR 5.8 KM (3.6 MI) TO THE LEVEE ROAD. TURN RIGHT,
 EH2630'SOUTHWEST, ON THE LEVEE ROAD FOR 0.46 KM (0.3 MI) TO AN
 EH2630'UNLOCKED WIRE GATE.  CONTINUE AHEAD FOR 0.67 KM (0.4 MI) TO
 EH2630'THE AZIMUTH MARK ON THE LEFT JUST BEFORE CURVE LEFT.
 EH2630'CONTINUE AHEAD FOR 0.53 KM (0.4 MI) TO A LEVEE SPUR AND
 EH2630'THE STATION OF THE LEFT.
 EH2630'
 EH2630'STATION MARK IS 5 CM BELOW GROUND, IN THE MIDDLE OF AN
 EH2630'UNUSED RAMP, 12.5 METERS SOUTHWEST OF THE JUNCTION OF THE
 EH2630'MAIN AND SPUR LEVEE ROADS, 5.5 METERS WEST OF THE CENTER
 EH2630'OF THE SPUR ROAD, 5.8 METERS SOUTH-SOUTHEAST OF THE MAIN
 EH2630'ROAD CENTER, AND 0.5 METER NORTH OF A FIBERGLASS
 EH2630'WITNESS POST.
 EH2630'
 EH2630'REFERENCE MARK 1 PROJECTS 3 CM, IS CHIPPED AND DISK IS
 EH2630'SCARRED.  IT IS 30.2 METERS SOUTH-SOUTHEAST OF THE MAIN
 EH2630'ROAD CENTER, 2.0 METERS EAST-NORTHEAST OF THE SPUR ROAD
 EH2630'CENTER, 1.4 METERS WEST-SOUTHWEST OF A FIBERGLASS WITNESS
 EH2630'POST, AND 16.5 METERS NORTH-NORTHWEST OF A LONE 0.5 CM
 EH2630'COTTONWOOD TREE.
 EH2630'
 EH2630'REFERENCE MARK 2 IS 2 CM BELOW GROUND, 2.8 METERS NORTHWEST
 EH2630'OF THE MAIN ROAD CENTER, 32 METERS SOUTHWEST OF THE JUNCTION
 EH2630'OF THE ROADS, 29.0 METERS WEST OF THE SPUR ROAD CENTER, 0.4
 EH2630'METER NORTHEAST OF A FIBERGLASS WITNESS POST, AND 0.2 METER
 EH2630'LOWER THAN THE ROAD.
 EH2630'
 EH2630'AZIMUTH MARK IS 2 CM BELOW GROUND, 26 METERS EAST OF THE SHARP
 EH2630'CURVE, 3.5 METERS SOUTH-SOUTHWEST OF THE ROAD CENTER, 0.2 METER
 EH2630'LOWER THAN THE ROAD, 0.5 METERS EAST-SOUTHEAST OF A FIBERGLASS
 EH2630'WITNESS POST, AND 31 METERS EAST OF THE EXTENDED CENTER OF
 EH2630'THE ROAD LEADING SOUTH.
 EH2630
 EH2630                          STATION RECOVERY (1985)
 EH2630
 EH2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2630'27.9 KM (17.3 MI) SOUTH FROM MELLWOOD.
 EH2630'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  27.9 KM
 EH2630'(17.3 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM A GRAVEL ROAD
 EH2630'CROSSING AT MELLWOOD, AT A LEVEE SPUR LEADING SOUTH, 0.16 KM (0.1 MI)
 EH2630'SOUTH OF BENCH MARK H 223, 5.8 METERS (19.0 FT) SOUTH-SOUTHEAST OF THE
 EH2630'APPROXIMATE CENTER OF THE MAIN LEVEE ROAD, 12.5 METERS (4.1 FT)
 EH2630'SOUTHWEST OF THE JUNCTION OF THE MAIN AND SPUR LEVEE ROADS, AND
 EH2630'5.5 METERS (18.0 FT) WEST OF THE APPROXIMATE CENTER OF THE SPUR ROAD.
 EH2630'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 EH2630'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
 EH2630
 EH2630                          STATION RECOVERY (2000)
 EH2630
 EH2630'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2630'RECOVERED IN GOOD CONDITION.
 EH2630
 EH2630                          STATION RECOVERY (2002)
 EH2630
 EH2630'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2629 ***********************************************************************
 EH2629  DESIGNATION -  LACONIA AZ MK
 EH2629  PID         -  EH2629
 EH2629  STATE/COUNTY-  AR/DESHA
 EH2629  USGS QUAD   -  LACONIA (1982)
 EH2629
 EH2629                         *CURRENT SURVEY CONTROL
 EH2629  ___________________________________________________________________
 EH2629* NAD 83(1997)-  34 02 21.27060(N)    090 56 47.69700(W)     ADJUSTED  
 EH2629* NAVD 88     -        55.625  (meters)     182.50   (feet)  ADJUSTED  
 EH2629  ___________________________________________________________________
 EH2629  X           -     -87,406.014 (meters)                     COMP
 EH2629  Y           -  -5,290,125.326 (meters)                     COMP
 EH2629  Z           -   3,550,070.803 (meters)                     COMP
 EH2629  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 EH2629  ELLIP HEIGHT-          29.35  (meters)          (09/14/99) GPS OBS
 EH2629  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2629  DYNAMIC HT  -          55.569 (meters)     182.31  (feet)  COMP
 EH2629  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 EH2629
 EH2629  HORZ ORDER  -  SECOND
 EH2629  VERT ORDER  -  FIRST     CLASS II
 EH2629  ELLP ORDER  -  FOURTH    CLASS I
 EH2629
 EH2629.The horizontal coordinates were established by GPS observations
 EH2629.and adjusted by the National Geodetic Survey in September 1999..
 EH2629
 EH2629.The orthometric height was determined by differential leveling
 EH2629.and adjusted by the National Geodetic Survey in June 1991..
 EH2629
 EH2629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2629
 EH2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2629
 EH2629.The ellipsoidal height was determined by GPS observations
 EH2629.and is referenced to NAD 83.
 EH2629
 EH2629.The geoid height was determined by GEOID03.
 EH2629
 EH2629.The dynamic height is computed by dividing the NAVD 88
 EH2629.geopotential number by the normal gravity value computed on the
 EH2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2629.degrees latitude (g = 980.6199 gals.).
 EH2629
 EH2629.The modeled gravity was interpolated from observed gravity values.
 EH2629
 EH2629;                    North         East     Units Scale Factor Converg.
 EH2629;SPC AR S     -   552,735.694   497,265.329   MT  0.99991847   +0 35 22.5
 EH2629;SPC AR S     - 1,813,433.69  1,631,444.67   sFT  0.99991847   +0 35 22.5
 EH2629;SPC MS W     -   503,469.447   643,373.597   MT  0.99998951   -0 20 35.8
 EH2629;SPC MS W     - 1,651,799.34  2,110,801.54   sFT  0.99998951   -0 20 35.8
 EH2629;UTM  15      - 3,768,408.903   689,556.685   MT  1.00004295   +1 08 59.2
 EH2629
 EH2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2629!SPC AR S     -   0.99999539  x   0.99991847  =   0.99991386
 EH2629!SPC MS W     -   0.99999539  x   0.99998951  =   0.99998490
 EH2629!UTM  15      -   0.99999539  x   1.00004295  =   1.00003834
 EH2629
 EH2629:                Primary Azimuth Mark                     Grid Az
 EH2629:SPC AR S     -  LACONIA                                  224 25 25.3
 EH2629:SPC MS W     -  LACONIA                                  225 21 23.6
 EH2629:UTM  15      -  LACONIA                                  223 51 48.6
 EH2629
 EH2629|---------------------------------------------------------------------|
 EH2629| PID    Reference Object                     Distance      Geod. Az  |
 EH2629|                                                           dddmmss.s |
 EH2629| EH2630 LACONIA                             484.243 METERS 2250047.8 |
 EH2629|---------------------------------------------------------------------|
 EH2629
 EH2629                          SUPERSEDED SURVEY CONTROL
 EH2629
 EH2629  NAD 83(1997)-  34 02 21.27120(N)    090 56 47.69712(W) AD(       ) 2
 EH2629  NAD 83(1986)-  34 02 21.27848(N)    090 56 47.69346(W) AD(       ) 2
 EH2629  NGVD 29 (??/??/??)   55.669  (m)          182.64   (f) ADJUSTED    1 2
 EH2629
 EH2629.Superseded values are not recommended for survey control.
 EH2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2629.See file dsdata.txt to determine how the superseded data were derived.
 EH2629
 EH2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8955768409(NAD 83)
 EH2629_MARKER: DZ = AZIMUTH MARK DISK
 EH2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2629_SP_SET: CONCRETE POST
 EH2629_STAMPING: LACONIA 1964
 EH2629_MARK LOGO: CGS   
 EH2629_PROJECTION: RECESSED 2 CENTIMETERS
 EH2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2629+STABILITY: SURFACE MOTION
 EH2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2629+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 EH2629
 EH2629  HISTORY     - Date     Condition        Report By
 EH2629  HISTORY     - 1985     MONUMENTED       NGS
 EH2629  HISTORY     - 1985     GOOD             NGS
 EH2629  HISTORY     - 20050412 GOOD             USACE
 EH2629
 EH2629                          STATION DESCRIPTION
 EH2629
 EH2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2629'STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTH-SOUTHEAST OF
 EH2629'CRUMROD, 8 KM (5 MI) EAST-SOUTHEST OF SNOW LAKE, ON THE MAIN
 EH2629'LEVEE ALONG THE MISSISSIPPI RIVER, IN T 7 S, R 2 E, CENTRAL
 EH2629'SECTION 31.  OWNERSHIP--LCAONIA LEVEE DISTRICT NO 1 OF DESHA
 EH2629'COUNTY ARKANSAS, PO BOX 381, MCGEHEE, AR 71654,
 EH2629'PHONE 501-222-3456.
 EH2629'
 EH2629'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 IN
 EH2629'ELAINE, GO SOUTH ON HIGHWAY 85 FOR 27.0 KM (16.8 MI) TO THE
 EH2629'DESHA COUNTY LINE. CONTINUE AHEAD FOR 6.7 KM (4.2 MI) TO A
 EH2629'CROSSROAD (HIGHWAY 85 TURN RIGHT, WEST).  TURN LEFT, EASTERLY,
 EH2629'ON A DIRT ROAD FOR 5.8 KM (3.6 MI) TO THE LEVEE ROAD.  TURN
 EH2629'RIGHT, SOUTHWEST, ON THE LEVEE ROAD FOR 0.46 KM (0.3 MI)
 EH2629'TO AN UNLOCKED WIRE GATE.  CONTINUE AHEAD FOR 0.67 KM
 EH2629'(0.4 MI) TO THE MARK ON THE LEFT JUST BEFORE A SHARP
 EH2629'CURVE LEFT.
 EH2629'
 EH2629'STATION MARK IS A CGS AZIMUTH MARK DISK STAMPED--LACONIA 1965--,
 EH2629'SET IN THE TOP OF A SQUARE CONCRETE POST 2 CM BELOW GROUND.
 EH2629'IT IS 31 METERS EAST OF THE EXTENDED CENTER OF THE ROAD
 EH2629'LEADING SOUTH, 26 METERS EAST OF THE MIDDLE OF THE
 EH2629'CURVE, 3.5 METERS SOUTHWEST OF THE ROAD CENTER, 0.2 METER
 EH2629'LOWER THAN THE ROAD, AND 0.5 METER EAST-SOUTHEAST OF A
 EH2629'FIBERGLASS WITNESS POST.
 EH2629'
 EH2629'THIS STATION IS INTERVISIBLE WITH LCAONIA 1965.
 EH2629
 EH2629                          STATION RECOVERY (1985)
 EH2629
 EH2629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2629'27.2 KM (16.9 MI) SOUTH FROM MELLWOOD.
 EH2629'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  27.2 KM
 EH2629'(16.9 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM A GRAVEL ROAD
 EH2629'CROSSING IN MELLWOOD, SET JUST BEFORE A CURVE LEADING NORTHWEST IN THE
 EH2629'LEVEE, 0.48 KM (0.3 MI) NORTHEAST OF BENCH MARK H 223, 3.5 METERS
 EH2629'(11.5 FT) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD,
 EH2629'26.0 METERS (85.3 FT) EAST OF A CURVE IN THE LEVEE, AND 31.0 METERS
 EH2629'(101.7 FT) EAST OF THE EXTENDED CENTER OF A ROAD LEADING SOUTH.
 EH2629'THE MARK IS 0.51 METERS  ESE FROM A WITNESS POST.
 EH2629'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
 EH2629
 EH2629                          STATION RECOVERY (2005)
 EH2629
 EH2629'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2631 ***********************************************************************
 EH2631  DESIGNATION -  LACONIA RM 1
 EH2631  PID         -  EH2631
 EH2631  STATE/COUNTY-  AR/DESHA
 EH2631  USGS QUAD   -  LACONIA (1982)
 EH2631
 EH2631                         *CURRENT SURVEY CONTROL
 EH2631  ___________________________________________________________________
 EH2631* NAD 83(1986)-  34 02 10.     (N)    090 57 01.     (W)     SCALED    
 EH2631* NAVD 88     -        55.317  (meters)     181.49   (feet)  ADJUSTED  
 EH2631  ___________________________________________________________________
 EH2631  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2631  DYNAMIC HT  -          55.262 (meters)     181.31  (feet)  COMP
 EH2631  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 EH2631
 EH2631  VERT ORDER  -  FIRST     CLASS II
 EH2631
 EH2631.The horizontal coordinates were scaled from a topographic map and have
 EH2631.an estimated accuracy of +/- 6 seconds.
 EH2631
 EH2631.The orthometric height was determined by differential leveling
 EH2631.and adjusted by the National Geodetic Survey in June 1991..
 EH2631
 EH2631.The geoid height was determined by GEOID03.
 EH2631
 EH2631.The dynamic height is computed by dividing the NAVD 88
 EH2631.geopotential number by the normal gravity value computed on the
 EH2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2631.degrees latitude (g = 980.6199 gals.).
 EH2631
 EH2631.The modeled gravity was interpolated from observed gravity values.
 EH2631
 EH2631;                    North         East    Units  Estimated Accuracy
 EH2631;SPC AR S     -   552,390.      496,930.      MT  (+/- 180 meters Scaled)
 EH2631
 EH2631                          SUPERSEDED SURVEY CONTROL
 EH2631
 EH2631  NGVD 29 (??/??/??)   55.361  (m)          181.63   (f) ADJUSTED    1 2
 EH2631
 EH2631.Superseded values are not recommended for survey control.
 EH2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2631.See file dsdata.txt to determine how the superseded data were derived.
 EH2631
 EH2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT892680(NAD 83)
 EH2631_MARKER: DR = REFERENCE MARK DISK
 EH2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2631_SP_SET: CONCRETE POST
 EH2631_STAMPING: LACONIA NO 1 1964
 EH2631_MARK LOGO: CGS   
 EH2631_PROJECTION: PROJECTING 3 CENTIMETERS
 EH2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2631+STABILITY: SURFACE MOTION
 EH2631
 EH2631  HISTORY     - Date     Condition        Report By
 EH2631  HISTORY     - 1964     MONUMENTED       CGS
 EH2631  HISTORY     - 1985     GOOD             NGS
 EH2631
 EH2631                          STATION DESCRIPTION
 EH2631
 EH2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2631'27.9 KM (17.3 MI) SOUTH FROM MELLWOOD.
 EH2631'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  27.9 KM
 EH2631'(17.3 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM A GRAVEL ROAD
 EH2631'CROSSING IN MELLWOOD, AT A SPUR LEVEE, 30.2 METERS (99.1 FT)
 EH2631'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD,
 EH2631'2.0 METERS (6.5 FT) EAST-NORTHEAST OF THE CENTER OF THE SPUR LEVEE
 EH2631'ROAD, 16.5 METERS (54.1 FT) NORTH-NORTHWEST OF A LONE 0.5 CM
 EH2631'COTTONWOOD TREE, AND 24.6 METERS (80.8 FT) SOUTH OF STATION LACONIA.
 EH2631'NOTE, DISK IS SCARRED AND CONCRETE POST HAS BEEN CHIPPED.
 EH2631'THE MARK IS 1.4 METERS  WSW FROM A WITNESS POST.
 EH2631'THE MARK IS ABOVE LEVEL WITH LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2632 ***********************************************************************
 EH2632  DESIGNATION -  LACONIA RM 2
 EH2632  PID         -  EH2632
 EH2632  STATE/COUNTY-  AR/DESHA
 EH2632  USGS QUAD   -  LACONIA (1982)
 EH2632
 EH2632                         *CURRENT SURVEY CONTROL
 EH2632  ___________________________________________________________________
 EH2632* NAD 83(1986)-  34 02 10.     (N)    090 57 01.     (W)     SCALED    
 EH2632* NAVD 88     -        55.564  (meters)     182.30   (feet)  ADJUSTED  
 EH2632  ___________________________________________________________________
 EH2632  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2632  DYNAMIC HT  -          55.508 (meters)     182.11  (feet)  COMP
 EH2632  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 EH2632
 EH2632  VERT ORDER  -  FIRST     CLASS II
 EH2632
 EH2632.The horizontal coordinates were scaled from a topographic map and have
 EH2632.an estimated accuracy of +/- 6 seconds.
 EH2632
 EH2632.The orthometric height was determined by differential leveling
 EH2632.and adjusted by the National Geodetic Survey in June 1991..
 EH2632
 EH2632.The geoid height was determined by GEOID03.
 EH2632
 EH2632.The dynamic height is computed by dividing the NAVD 88
 EH2632.geopotential number by the normal gravity value computed on the
 EH2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2632.degrees latitude (g = 980.6199 gals.).
 EH2632
 EH2632.The modeled gravity was interpolated from observed gravity values.
 EH2632
 EH2632;                    North         East    Units  Estimated Accuracy
 EH2632;SPC AR S     -   552,390.      496,930.      MT  (+/- 180 meters Scaled)
 EH2632
 EH2632                          SUPERSEDED SURVEY CONTROL
 EH2632
 EH2632  NGVD 29 (??/??/??)   55.608  (m)          182.44   (f) ADJUSTED    1 2
 EH2632
 EH2632.Superseded values are not recommended for survey control.
 EH2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2632.See file dsdata.txt to determine how the superseded data were derived.
 EH2632
 EH2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT892680(NAD 83)
 EH2632_MARKER: DR = REFERENCE MARK DISK
 EH2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2632_SP_SET: CONCRETE POST
 EH2632_STAMPING: LACONIA NO 2 1964
 EH2632_MARK LOGO: CGS   
 EH2632_PROJECTION: RECESSED 2 CENTIMETERS
 EH2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2632+STABILITY: SURFACE MOTION
 EH2632
 EH2632  HISTORY     - Date     Condition        Report By
 EH2632  HISTORY     - 1964     MONUMENTED       CGS
 EH2632  HISTORY     - 1985     GOOD             NGS
 EH2632
 EH2632                          STATION DESCRIPTION
 EH2632
 EH2632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2632'27.9 KM (17.3 MI) SOUTH FROM MELLWOOD.
 EH2632'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  27.9 KM
 EH2632'(17.3 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE GRAVEL ROAD
 EH2632'CROSSING IN MELLWOOD, AT A SPUR LEVEE, 2.8 METERS (9.2 FT) NORTHWEST
 EH2632'OF THE CENTER OF THE LEVEE ROAD, 32.0 METERS (104.9 FT) SOUTHWEST OF
 EH2632'THE LEVEE ROAD JUNCTION, 29.0 METERS (95.1 FT) WEST OF THE CENTER OF
 EH2632'THE SPUR LEVEE ROAD, AND 23.3 METERS (76.6 FT) WEST OF TRIANGULATION
 EH2632'STATION LAVONIA.
 EH2632'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 EH2632'THE MARK IS 0.2 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1807 ***********************************************************************
 FG1807  DESIGNATION -  LADD
 FG1807  PID         -  FG1807
 FG1807  STATE/COUNTY-  AR/POPE
 FG1807  USGS QUAD   -  SIMPSON (1980)
 FG1807
 FG1807                         *CURRENT SURVEY CONTROL
 FG1807  ___________________________________________________________________
 FG1807* NAD 83(1997)-  35 32 36.88581(N)    093 06 19.58195(W)     ADJUSTED  
 FG1807* NAVD 88     -       474.8    (meters)    1558.     (feet)  VERTCON   
 FG1807  ___________________________________________________________________
 FG1807  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 FG1807  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FG1807
 FG1807  HORZ ORDER  -  FIRST
 FG1807
 FG1807.The horizontal coordinates were established by classical geodetic methods
 FG1807.and adjusted by the National Geodetic Survey in September 1999..
 FG1807
 FG1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1807
 FG1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1807
 FG1807.The geoid height was determined by GEOID03.
 FG1807
 FG1807;                    North         East     Units Scale Factor Converg.
 FG1807;SPC AR N     -   134,829.038   299,766.857   MT  0.99993619   -0 38 35.7
 FG1807;SPC AR N     -   442,351.60    983,485.10   sFT  0.99993619   -0 38 35.7
 FG1807;UTM  15      - 3,933,331.775   490,442.537   MT  0.99960113   -0 03 40.7
 FG1807
 FG1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1807!SPC AR N     -   0.99992997  x   0.99993619  =   0.99986616
 FG1807!UTM  15      -   0.99992997  x   0.99960113  =   0.99953113
 FG1807
 FG1807:                Primary Azimuth Mark                     Grid Az
 FG1807:SPC AR N     -  LADD AZ MK                               119 43 51.3
 FG1807:UTM  15      -  LADD AZ MK                               119 08 56.3
 FG1807
 FG1807|---------------------------------------------------------------------|
 FG1807| PID    Reference Object                     Distance      Geod. Az  |
 FG1807|                                                           dddmmss.s |
 FG1807| CI1830 LADD AZ MK                                         1190515.6 |
 FG1807| FG1858 LONDON                              APPROX.23.5 KM 2135919.0 |
 FG1807| CI1831 LADD RM 1                            15.746 METERS 23315     |
 FG1807| CI1832 LADD RM 2                            15.761 METERS 35747     |
 FG1807|---------------------------------------------------------------------|
 FG1807
 FG1807                          SUPERSEDED SURVEY CONTROL
 FG1807
 FG1807  NAD 83(1986)-  35 32 36.89794(N)    093 06 19.58228(W) AD(       ) 1
 FG1807  NAD 27      -  35 32 36.61900(N)    093 06 18.96300(W) AD(       ) 1
 FG1807  NGVD 29 (07/19/86)  474.7    (m)         1557.     (f) VERT ANG       
 FG1807
 FG1807.Superseded values are not recommended for survey control.
 FG1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1807.See file dsdata.txt to determine how the superseded data were derived.
 FG1807
 FG1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9044333332(NAD 83)
 FG1807_MARKER: DS = TRIANGULATION STATION DISK
 FG1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1807
 FG1807  HISTORY     - Date     Condition        Report By
 FG1807  HISTORY     - 1954     MONUMENTED       CGS
 FG1807  HISTORY     - 1971     GOOD             NGS
 FG1807
 FG1807                          STATION DESCRIPTION
 FG1807
 FG1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1807'THE STATION IS IN SECTION 3, T 10 N, R 20 W, IN THE OZARK
 FG1807'NATIONAL FOREST, ABOUT 10 MILES NORTH OF DOVER AND 1/2 MILE
 FG1807'WEST OF STATE HIGHWAY 7, 9 FEET SOUTHEAST OF AN 8-INCH OAK TREE,
 FG1807'8 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST AND ON THE
 FG1807'HIGHEST POINT ON A HIGH KNOLL WHICH IS COVERED WITH SCRUB OAK
 FG1807'AND PINE TREES.
 FG1807'
 FG1807'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 FG1807'AND 27 IN DOVER, GO NORTHERLY ON STATE HIGHWAY 7 FOR 12 MILES
 FG1807'TO A SIDE ROAD ON THE LEFT AT THE TOP OF A LONG WINDING ROAD
 FG1807'AND THE AZIMUTH MARK AS DESCRIBED, TURN SHARP LEFT (SOUTHWEST)
 FG1807'AND GO ON A GRAVELED ROAD FOR 0.6 MILE TO A TRACK ROAD ON
 FG1807'THE RIGHT, TURN RIGHT (NORTH) AND GO FOR 0.05 MILE, BEAR TO
 FG1807'THE NORTHEAST UP STEEP SLOPE TO THE SUMMIT OF THE HILL AND THE
 FG1807'STATION.  NOTE- A FOUR-WHEEL DRIVE TRACK IS NEEDED FOR THE
 FG1807'LAST 0.2 MILE.
 FG1807'
 FG1807'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1807'LADD 1954.
 FG1807'
 FG1807'REFERENCE MARK 1 IS 8 FEET SOUTH OF THE CENTER OF A WOODS ROAD.
 FG1807'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LADD NO
 FG1807'1 1954.
 FG1807'
 FG1807'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FG1807'LADD NO 2 1954.
 FG1807'
 FG1807'THE AZIMUTH MARK IS 45 FEET WEST OF THE CENTER OF STATE
 FG1807'HIGHWAY 7, 30 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED
 FG1807'ROAD, 24 FEET SOUTHWEST OF A STOP SIGN POST AND 3.5 FEET WEST
 FG1807'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 FG1807'IS STAMPED LADD 1954.
 FG1807'
 FG1807'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 FG1807'POSTS.
 FG1807'
 FG1807'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FG1807
 FG1807                          STATION RECOVERY (1971)
 FG1807
 FG1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1807'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 FG1807'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS
 FG1807'NOT FOUND.  DIRECTION TO THE REFERENCE MARKS AND DISTANCE TO
 FG1807'REFERENCE MARK 1 CHECKED.  HOWEVER, A DIFFERENCE OF 0.031
 FG1807'METER SHORTER IN THE DISTANCE WAS NOTED TO REFERENCE MARK 2.
 FG1807'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1807'
 FG1807'THE STATION IS ABOUT 9-1/2 MILES NORTH OF DOVER, 6-1/2 MILES
 FG1807'NORTH AND 3-1/4 MILES WEST OF SCOTTSVILLE, 5-1/4 MILES NORTH
 FG1807'AND 7-1/2 MILES WEST OF HECTOR, 1/2 MILE WEST OF STATE HIGHWAY
 FG1807'7, IN SOUTHEAST 1/4 SECTION OF SECTION 3, T. 10 N., R. 20 W.,
 FG1807'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND IN THE
 FG1807'OZARK NATIONAL FOREST.
 FG1807'
 FG1807'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7,
 FG1807'27 AND 164 IN DOVER, GO WEST, THEN NORTH ON STATE HIGHWAY 7
 FG1807'AND 164 FOR 5.7 MILES TO A FORK, STATE HIGHWAY 164.  BEAR RIGHT
 FG1807'AND GO NORTHERLY ON STATE HIGHWAY 7 FOR 7.1 MILES TO A REVERSE
 FG1807'FORK ON THE LEFT.  TURN SHARP LEFT AND GO SOUTH, THEN WEST
 FG1807'FOR 0.6 MILE TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT AND
 FG1807'GO NORTH ON THE WOODS ROAD FOR 0.1 MILE TO A DIM WOODS ROAD
 FG1807'RIGHT.  TURN RIGHT AND GO EAST, THEN NORTH ON THE DIM WOODS
 FG1807'ROAD FOR 0.2 MILE TO THE END OF THE WOODS ROAD AND THE
 FG1807'STATION AHEAD.  NOTE- A 4 WHEEL DRIVE VEHICLE IS REQUIRED FOR
 FG1807'THE LAST 0.1 MILE.
 FG1807'
 FG1807'THE STATION MARK IS A STANDARD DISK, STAMPED LADD 1954, SET
 FG1807'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FG1807'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.5 FEET
 FG1807'SOUTH OF A WITNESS POST AND AT THE END OF THE WOODS ROAD.  THE
 FG1807'UNDERGROUND MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS
 FG1807'OF CONCRETE.
 FG1807'
 FG1807'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LADD NO 1 1954,
 FG1807'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FG1807'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET
 FG1807'SOUTH OF THE WITNESS POST, 8 FEET EAST OF THE WOODS ROAD AND
 FG1807'ABOUT THE SAME ELEVATION AS THE STATION.
 FG1807'
 FG1807'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LADD NO 2 1954,
 FG1807'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FG1807'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET WEST
 FG1807'OF THE WOODS ROAD, 49.2 FEET WEST OF THE WITNESS POST AND ABOUT
 FG1807'THE SAME ELEVATION AS THE STATION.
 FG1807'
 FG1807'DUE TO HEAVY TIMBER, THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH
 FG1807'MARK.
 FG1807'
 FG1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9-1/2 MILES
 FG1807'NORTH OF DOVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1887 ***********************************************************************
 FF1887  DESIGNATION -  LAFFERTY
 FF1887  PID         -  FF1887
 FF1887  STATE/COUNTY-  AR/IZARD
 FF1887  USGS QUAD   -  MOUNT PLEASANT (1989)
 FF1887
 FF1887                         *CURRENT SURVEY CONTROL
 FF1887  ___________________________________________________________________
 FF1887* NAD 83(1997)-  35 54 26.80941(N)    091 51 01.35085(W)     ADJUSTED  
 FF1887* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 FF1887  ___________________________________________________________________
 FF1887  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FF1887  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF1887
 FF1887  HORZ ORDER  -  THIRD
 FF1887
 FF1887.The horizontal coordinates were established by classical geodetic methods
 FF1887.and adjusted by the National Geodetic Survey in September 1999..
 FF1887
 FF1887.The orthometric height was scaled from a topographic map.
 FF1887
 FF1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1887
 FF1887.The geoid height was determined by GEOID03.
 FF1887
 FF1887;                    North         East     Units Scale Factor Converg.
 FF1887;SPC AR N     -   174,646.787   413,505.810   MT  0.99995180   +0 05 13.4
 FF1887;SPC AR N     -   572,987.00  1,356,643.64   sFT  0.99995180   +0 05 13.4
 FF1887;UTM  15      - 3,974,293.464   603,736.072   MT  0.99973260   +0 40 27.4
 FF1887
 FF1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1887!SPC AR N     -   0.99996368  x   0.99995180  =   0.99991548
 FF1887!UTM  15      -   0.99996368  x   0.99973260  =   0.99969629
 FF1887
 FF1887|---------------------------------------------------------------------|
 FF1887| PID    Reference Object                     Distance      Geod. Az  |
 FF1887|                                                           dddmmss.s |
 FF1887| CI1834 LAFFERTY RM 1                        28.238 METERS 05308     |
 FF1887| CI1833 LAFFERTY AZ MK                                     1910153.2 |
 FF1887| CI1835 LAFFERTY RM 2                        52.545 METERS 29533     |
 FF1887|---------------------------------------------------------------------|
 FF1887
 FF1887                          SUPERSEDED SURVEY CONTROL
 FF1887
 FF1887  NAD 83(1986)-  35 54 26.82107(N)    091 51 01.35000(W) AD(       ) 3
 FF1887  NAD 27      -  35 54 26.55600(N)    091 51 00.82100(W) AD(       ) 3
 FF1887
 FF1887.Superseded values are not recommended for survey control.
 FF1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1887.See file dsdata.txt to determine how the superseded data were derived.
 FF1887
 FF1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0373674293(NAD 83)
 FF1887_MARKER: DS = TRIANGULATION STATION DISK
 FF1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1887_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1887
 FF1887  HISTORY     - Date     Condition        Report By
 FF1887  HISTORY     - 1954     MONUMENTED       CGS
 FF1887
 FF1887                          STATION DESCRIPTION
 FF1887
 FF1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1887'THE STATION IS LOCATED ON THE PROPERTY OF MR. FLOYD FRANKS, IN
 FF1887'SECTION 34, T 15 N, R 8 W, ABOUT 5 MILES WEST AND 3-1/2 MILES
 FF1887'SOUTH OF MOUNT PLEASANT, 1-1/2 MILES WEST OF LAFFERTY, 0.1
 FF1887'MILE NORTH OF A GRADED DIRT ROAD AND 174 FEET EAST-SOUTHEAST
 FF1887'OF A 4 X 4 INCH WHITE WITNESS POST.
 FF1887'
 FF1887'TO REACH THE STATION FROM THE POST OFFICE IN SAGE, GO SOUTH ON
 FF1887'STATE HIGHWAYS 58 AND 69 FOR 1.6 MILES TO A SIDE ROAD ON
 FF1887'THE RIGHT, TURN RIGHT ON MAIN GRAVELED ROAD AND GO SOUTHWEST
 FF1887'FOR 6.25 MILES TO A FORK AND STORE ON THE LEFT, TAKE LEFT FORK AND
 FF1887'GO 0.35 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ACROSS
 FF1887'A SMALL CREEK AND GO SOUTHERLY FOR 2.25 MILES TO A FORK,
 FF1887'TAKE LEFT FORK FOR 2.05 MILES TO A FORK AND A HOUSE ON THE
 FF1887'RIGHT, TAKE LEFT FORK AND GO 0.7 MILE TO A FORK, TURN SHARP
 FF1887'RIGHT UP HILL FOR 0.35 MILE TO A BOARD GATE AND THE
 FF1887'FRANKS FARM HOME ON THE LEFT, CONTINUE SOUTH THROUGH
 FF1887'GATE FOR 0.15 MILE TO A FORK, (THE AZIMUTH MARK MAY BE REACHED FROM
 FF1887'THIS POINT BY TAKING RIGHT FORK FOR 0.3 MILE TO THE MARK
 FF1887'ON THE LEFT AS DESCRIBED) TAKE LEFT FORK FOR 0.05 MILE, HERE
 FF1887'TURN LEFT ACROSS CULTIVATED FIELD FOR 0.1 MILE TO THE
 FF1887'STATION.
 FF1887'
 FF1887'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 FF1887'DISK IS STAMPED LAFFERTY 1954.
 FF1887'
 FF1887'REFERENCE MARK 1 IS 2 FEET WEST OF A POWERLINE POLE.  THE MARK
 FF1887'PROJECTS 1 INCH AND THE DISK IS STAMPED LAFFERTY NO 1 1954.
 FF1887'
 FF1887'REFERENCE MARK 2 IS 2 FEET SOUTHEAST OF A POWERLINE POLE AND 2
 FF1887'FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK IS
 FF1887'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FF1887'LAFFERTY NO 2 1954.
 FF1887'
 FF1887'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTER OF A TRACK
 FF1887'ROAD, 12 FEET SOUTHWEST OF A FENCE CORNER AND 4 FEET EAST
 FF1887'OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 FF1887'AND THE DISK IS STAMPED LAFFERTY 1954.
 FF1887'
 FF1887'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2867 ***********************************************************************
 EH2867  DESIGNATION -  LAGRANGE RAD STA KBJ 62 MAST
 EH2867  PID         -  EH2867
 EH2867  STATE/COUNTY-  AR/LEE
 EH2867  USGS QUAD   -  RONDO (1971)
 EH2867
 EH2867                         *CURRENT SURVEY CONTROL
 EH2867  ___________________________________________________________________
 EH2867* NAD 83(1997)-  34 40 38.92163(N)    090 46 00.39669(W)     ADJUSTED  
 EH2867* NAVD 88     -                                                        
 EH2867  ___________________________________________________________________
 EH2867  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 EH2867  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2867
 EH2867  HORZ ORDER  -  THIRD
 EH2867
 EH2867.The horizontal coordinates were established by classical geodetic methods
 EH2867.and adjusted by the National Geodetic Survey in September 1999..
 EH2867
 EH2867
 EH2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2867
 EH2867.The geoid height was determined by GEOID03.
 EH2867
 EH2867;                    North         East     Units Scale Factor Converg.
 EH2867;SPC AR S     -   623,710.546   513,013.783   MT  0.99998133   +0 41 24.8
 EH2867;SPC AR S     - 2,046,290.35  1,683,112.72   sFT  0.99998133   +0 41 24.8
 EH2867;UTM  15      - 3,839,546.892   704,600.091   MT  1.00011598   +1 16 15.8
 EH2867
 EH2867                          SUPERSEDED SURVEY CONTROL
 EH2867
 EH2867  NAD 83(1997)-  34 40 38.92466(N)    090 46 00.39470(W) AD(       ) 4
 EH2867  NAD 83(1997)-  34 40 38.92529(N)    090 46 00.39433(W) AD(       ) 4
 EH2867  NAD 83(1986)-  34 40 38.92902(N)    090 46 00.39433(W) AD(       ) 4
 EH2867  NAD 27      -  34 40 38.57084(N)    090 45 59.99240(W) AD(       ) 3
 EH2867
 EH2867.Superseded values are not recommended for survey control.
 EH2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2867.See file dsdata.txt to determine how the superseded data were derived.
 EH2867
 EH2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0460039547(NAD 83)
 EH2867_MARKER: 42 = RADIO/TV MAST
 EH2867
 EH2867  HISTORY     - Date     Condition        Report By
 EH2867  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2867
 EH2867                          STATION DESCRIPTION
 EH2867
 EH2867'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2867'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  IT
 EH2867'IS A 3 LEGGED STEEL STRUCTURE, GUYED, PAINTED IN ALTERNATE
 EH2867'SECTIONS OF RED AND WHITE AND HAS AN OVERALL HEIGHT OF 208
 EH2867'FEET.
 EH2867'
 EH2867'LOCATED ABOUT 8 MILES NORTH OF WALNUT CORNERS, ALONG AND
 EH2867'ON THE EAST SIDE OF STATE HIGHWAY 1.
 EH2867'
 EH2867'TO REACH FROM WALNUT CORNERS, GO NORTH ON HIGHWAY 1 FOR
 EH2867'8.35 MILES TO THE MAST ON THE RIGHT.
 EH2867'
 EH2867'IT IS OWNED AND OPERATED BY THE ARKANSAS POWER AND LIGHT
 EH2867'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2141 ***********************************************************************
 DK2141  CBN         -  This is a Cooperative Base Network Control Station.
 DK2141  PACS        -  This is a Primary Airport Control Station.
 DK2141  DESIGNATION -  LAKE
 DK2141  PID         -  DK2141
 DK2141  STATE/COUNTY-  AR/CHICOT
 DK2141  USGS QUAD   -  LAKE VILLAGE (1981)
 DK2141
 DK2141                         *CURRENT SURVEY CONTROL
 DK2141  ___________________________________________________________________
 DK2141* NAD 83(1997)-  33 20 26.61498(N)    091 19 00.88669(W)     ADJUSTED  
 DK2141* NAVD 88     -        37.62   (meters)     123.4    (feet)  GPS OBS   
 DK2141  ___________________________________________________________________
 DK2141  X           -    -122,583.960 (meters)                     COMP
 DK2141  Y           -  -5,332,399.981 (meters)                     COMP
 DK2141  Z           -   3,485,596.158 (meters)                     COMP
 DK2141  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 DK2141  ELLIP HEIGHT-          11.44  (meters)          (09/21/01) GPS OBS
 DK2141  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DK2141
 DK2141  HORZ ORDER  -  B
 DK2141  ELLP ORDER  -  FOURTH    CLASS II
 DK2141
 DK2141.This mark is at Lake Village Airport (M32)
 DK2141
 DK2141.The horizontal coordinates were established by GPS observations
 DK2141.and adjusted by the National Geodetic Survey in September 1997..
 DK2141
 DK2141.The orthometric height was determined by GPS observations and a
 DK2141.high-resolution geoid model.
 DK2141
 DK2141.GPS derived orthometric heights for airport stations designated as
 DK2141.PACS or SACS are published to 2 decimal places.  This maintains
 DK2141.centimeter relative accuracy between the PACS and SACS.  It does
 DK2141.not indicate centimeter accuracy relative to other marks which are
 DK2141.part of the NAVD 88 network.
 DK2141
 DK2141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2141
 DK2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2141
 DK2141.The ellipsoidal height was determined by GPS observations
 DK2141.and is referenced to NAD 83.
 DK2141
 DK2141.The geoid height was determined by GEOID03.
 DK2141
 DK2141;                    North         East     Units Scale Factor Converg.
 DK2141;SPC AR S     -   474,974.752   463,589.153   MT  0.99999122   +0 22 56.3
 DK2141;SPC AR S     - 1,558,313.00  1,520,958.75   sFT  0.99999122   +0 22 56.3
 DK2141;UTM  15      - 3,690,325.561   656,628.857   MT  0.99990247   +0 55 30.9
 DK2141
 DK2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2141!SPC AR S     -   0.99999820  x   0.99999122  =   0.99998942
 DK2141!UTM  15      -   0.99999820  x   0.99990247  =   0.99990067
 DK2141
 DK2141                          SUPERSEDED SURVEY CONTROL
 DK2141
 DK2141  ELLIP H (09/19/97)   11.47   (m)                       GP(       ) 4 1
 DK2141  NAD 83(1997)-  33 20 26.61994(N)    091 19 00.88219(W) AD(       ) 1
 DK2141  NAD 83(1986)-  33 20 26.62665(N)    091 19 00.87827(W) AD(       ) 1
 DK2141  NGVD 29 (11/13/90)   37.5    (m)          123.     (f) GPS OBS        
 DK2141
 DK2141.Superseded values are not recommended for survey control.
 DK2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2141.See file dsdata.txt to determine how the superseded data were derived.
 DK2141
 DK2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5662990326(NAD 83)
 DK2141_MARKER: DH = HORIZONTAL CONTROL DISK
 DK2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2141_SP_SET: CONCRETE POST
 DK2141_STAMPING: LAKE 1986
 DK2141_MARK LOGO: NGS   
 DK2141_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2141+STABILITY: SURFACE MOTION
 DK2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2141+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 DK2141
 DK2141  HISTORY     - Date     Condition        Report By
 DK2141  HISTORY     - 1986     MONUMENTED       NGS
 DK2141  HISTORY     - 19890601 GOOD             NGS
 DK2141  HISTORY     - 19900404 GOOD
 DK2141  HISTORY     - 19970206 GOOD             NGS
 DK2141  HISTORY     - 20040414 GOOD             ARHD
 DK2141
 DK2141                          STATION DESCRIPTION
 DK2141
 DK2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DK2141'STATION MARK WAS RECOVERED IN GOOD CONDITION.  NO OTHER MARKS SET.
 DK2141'STATION IS LOCATED ABOUT 22.7 KM (14.1 MI) SOUTHEAST OF DERMOTT, 17.8
 DK2141'KM (11.1 MI) NORTHEAST OF MONTROSE, 3.3 KM (2.1 MI) NORTHWEST OF LAKE
 DK2141'VILLAGE.  AT THE LAKE VILLAGE MUNICIPAL AIRPORT. OWNERSHIP--CITY OF
 DK2141'LAKE VILLAGE AR 71653.  AIRPORT MANAGER IS MIKE DAVIS, CHRISAIR INC,
 DK2141'P.O.BOX 162, LAKE VILLAGE AR 71653. PHONE IS501-265-2723 OR HOME
 DK2141'501-265-5566.
 DK2141'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 65,82 AND STATE HIGHWAY 144
 DK2141'IN LAKE VILLAGE.  GO NORTH ON U.S.HIGHWAY 65 FOR 0.87 KM (0.54 MI) TO
 DK2141'A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE PAVED ROAD
 DK2141'FOR 2.36 KM (1.47 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND
 DK2141'GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.62 KM (0.39 MI) TO A
 DK2141'PAVED ROAD AND APRON ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON THE
 DK2141'PAVED ROAD AND ACROSS AN APRON FOR 0.07 KM (0.04 MI) TO A TAXIWAY ON
 DK2141'THE LEFT.  TURN LEFT AND GO WEST ON THE TAXIWAY FOR 150 FEET TO THE
 DK2141'RUNWAY.  TURN LEFT AND GO SOUTH ON THE RUNWAY FOR 0.24 KM (0.15 MI)
 DK2141'TO THE STATION ON THE LEFT IN THE GRASSY AREA OF A TURNAROUND.
 DK2141'STATION IS STANDARD NGS STATION MARK DISK STAMPED---LAKE 1986---. SET
 DK2141'IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 DK2141'GROUND.  IT IS 40.2 M (131.9 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT
 DK2141'NORTH OF THE SOUTH END OF RUNWAY 1, 28.6 M (93.8 FT) NORTHEAST OF THE
 DK2141'EAST THRESHOLD LIGHT, 21.4 M (70.2 FT) EAST OF THE EAST EDGE OF
 DK2141'RUNWAY 1, 14.9 M (48.9 FT) WEST OF THE CENTERLINE OF THE EAST PART OF
 DK2141'THE TURNAROUND, 11.15 M (36.58 FT) NORTH OF THE CENTERLINE OF THE
 DK2141'SOUTH PART OF THE TURNAROUND, AND 6.6 M (21.7 FT) NORTH OF THE NORTH
 DK2141'EDGE OF THE SOUTH PART OF THE TURNAROUND.
 DK2141'DESCRIBED BY E.J.HANSMANN.
 DK2141
 DK2141                          STATION RECOVERY (1990)
 DK2141
 DK2141'RECOVERED 1990
 DK2141'RECOVERED IN GOOD CONDITION.
 DK2141
 DK2141                          STATION RECOVERY (1997)
 DK2141
 DK2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 DK2141'THE STATION IS LOCATED ABOUT 22 KM (13.65 MI) SOUTHEAST OF DERMOTT, 2
 DK2141'KM (1.25 MI) NORTHWEST OF LAKE VILLAGE, AT THE LAKE VILLAGE MUNICIPAL
 DK2141'AIRPORT, NEAR THE SOUTHWEST END OF THE AIRFIELD, IN THE GRASSY AREA OF
 DK2141'THE CIRCULAR TURNAROUND FOR RUNWAY END 1.  OWNERSHIP--CITY OF LAKE
 DK2141'VILLAGE.  AIRPORT MANAGER IS MIKE DAVIS, CHISAIR INC., PO BOX 162,
 DK2141'LAKE VILLAGE AR 71653, PHONE 501-265-2723 OR 265-5566.  TO REACH THE
 DK2141'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 65, AND STATE
 DK2141'HIGHWAY 144 ON THE NORTHWEST SIDE OF LAKE VILLAGE, GO NORTH ON HIGHWAY
 DK2141'65 FOR 0.87 KM (0.55 MI) TO COUNTY HIGHWAY 980 (AIRPORT ROAD) ON THE
 DK2141'LEFT.  TURN LEFT, WEST ON THE PAVED ROAD FOR 2.36 KM (1.45 MI) TO A
 DK2141'PAVED ROAD RIGHT (HANGAR ROAD).  TURN RIGHT, NORTH ON THE ROAD FOR
 DK2141'0.62 KM (0.40 MI) TO A HANGAR AND AN APRON ON THE LEFT.  TURN LEFT,
 DK2141'NORTHWEST ACROSS THE APRON AND THEN WEST ALONG A CONNECTOR TAXIWAY FOR
 DK2141'0.08 KM (0.05 MI) TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTH
 DK2141'ALONG THE RUNWAY FOR 0.24 KM (0.15 MI) TO THE STATION ON THE LEFT.
 DK2141'THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED
 DK2141'3 CM BELOW THE GROUND.  IT IS 46.1 M (151.2 FT) SOUTHEAST OF THE FIRST
 DK2141'RUNWAY LIGHT NORTHEAST OF RUNWAY END 1, 26.5 M (86.9 FT) NORTHEAST OF
 DK2141'THE SOUTHEAST 1 OF 3 THRESHOLD LIGHTS, 32.5 M (106.6 FT) EAST OF THE
 DK2141'RUNWAY CENTER, 21.4 M (70.2 FT) EAST OF THE EAST EDGE OF THE RUNWAY,
 DK2141'11.5 M (37.7 FT) NORTH OF THE CENTER OF THE SOUTH PART OF THE
 DK2141'TURNAROUND, 6.6 M (21.7 FT) NORTH OF THE NORTH EDGE OF THE SOUTH PART
 DK2141'OF THE TURNAROUND AND 0.2 M (0.7 FT) NORTH OF A PLASTIC WITNESS POST.
 DK2141'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 DK2141'AIRPORT CONTROL STATION.
 DK2141
 DK2141                          STATION RECOVERY (2004)
 DK2141
 DK2141'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 DK2141'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2142 ***********************************************************************
 DK2142  DESIGNATION -  LAKE AZ MK
 DK2142  PID         -  DK2142
 DK2142  STATE/COUNTY-  AR/CHICOT
 DK2142  USGS QUAD   -  LAKE VILLAGE (1981)
 DK2142
 DK2142                         *CURRENT SURVEY CONTROL
 DK2142  ___________________________________________________________________
 DK2142* NAD 83(1997)-  33 20 56.06296(N)    091 18 52.11127(W)     ADJUSTED  
 DK2142* NAVD 88     -        36.7    (meters)     120.     (feet)  VERTCON   
 DK2142  ___________________________________________________________________
 DK2142  X           -    -122,345.642 (meters)                     COMP
 DK2142  Y           -  -5,331,906.027 (meters)                     COMP
 DK2142  Z           -   3,486,353.659 (meters)                     COMP
 DK2142  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DK2142  ELLIP HEIGHT-          10.72  (meters)          (09/24/01) GPS OBS
 DK2142  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK2142
 DK2142  HORZ ORDER  -  FIRST
 DK2142  ELLP ORDER  -  FOURTH    CLASS II
 DK2142
 DK2142.This mark is at Lake Village Airport (M32)
 DK2142
 DK2142.The horizontal coordinates were established by GPS observations
 DK2142.and adjusted by the National Geodetic Survey in September 1999..
 DK2142
 DK2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2142
 DK2142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2142
 DK2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2142
 DK2142.The ellipsoidal height was determined by GPS observations
 DK2142.and is referenced to NAD 83.
 DK2142
 DK2142.The geoid height was determined by GEOID03.
 DK2142
 DK2142;                    North         East     Units Scale Factor Converg.
 DK2142;SPC AR S     -   475,883.488   463,809.994   MT  0.99998952   +0 23 01.3
 DK2142;SPC AR S     - 1,561,294.41  1,521,683.29   sFT  0.99998952   +0 23 01.3
 DK2142;UTM  15      - 3,691,236.269   656,841.058   MT  0.99990329   +0 55 36.4
 DK2142
 DK2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2142!SPC AR S     -   0.99999832  x   0.99998952  =   0.99998784
 DK2142!UTM  15      -   0.99999832  x   0.99990329  =   0.99990161
 DK2142
 DK2142                          SUPERSEDED SURVEY CONTROL
 DK2142
 DK2142  ELLIP H (09/14/99)   10.76   (m)                       GP(       ) 4 1
 DK2142  NAD 83(1997)-  33 20 56.06791(N)    091 18 52.10678(W) AD(       ) 1
 DK2142  NAD 83(1986)-  33 20 56.07463(N)    091 18 52.10285(W) AD(       ) 1
 DK2142  NGVD 29 (11/13/90)   36.8    (m)          121.     (f) GPS OBS        
 DK2142
 DK2142.Superseded values are not recommended for survey control.
 DK2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2142.See file dsdata.txt to determine how the superseded data were derived.
 DK2142
 DK2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5684191236(NAD 83)
 DK2142_MARKER: DZ = AZIMUTH MARK DISK
 DK2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2142_SP_SET: CONCRETE POST
 DK2142_STAMPING: LAKE 1986
 DK2142_MARK LOGO: NGS   
 DK2142_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2142+STABILITY: SURFACE MOTION
 DK2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2142+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1990
 DK2142
 DK2142  HISTORY     - Date     Condition        Report By
 DK2142  HISTORY     - 1986     MONUMENTED       NGS
 DK2142  HISTORY     - 19890601 GOOD             NGS
 DK2142  HISTORY     - 19900409 GOOD
 DK2142
 DK2142                          STATION DESCRIPTION
 DK2142
 DK2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DK2142'STATION MARK WAS RECOVERED IN GOOD CONDITION.  STATION IS LOCATED
 DK2142'ABOUT 22.7 KM (14.1 MI) SOUTHEAST OF DERMOTT, 17.8 KM (11.1 MI)
 DK2142'NORTHEAST OF MONTROSE, 3.3 KM (2.1 MI) NORTHWEST OF LAKE VILLAGE. AT
 DK2142'THE LAKE VILLAGE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF LAKE VILLAGE
 DK2142'AR. 71653.  AIRPORT MANAGER IS MIKE DAVIS, CHRISAIR INC. P.O.BOX 162,
 DK2142'LAKE VILLAGE AR 71653.  PHONE IS 501-265-2723 OR HOME 501-265-5566.
 DK2142'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 65, 82 AND STATE HIGHWAY
 DK2142'144 IN LAKE VILLAGE.  GO NORTH ON U.S.HIGHWAY 65 FOR 0.87 KM
 DK2142'(0.54 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE
 DK2142'PAVED ROAD FOR 2.36 KM (1.47 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 DK2142'RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.62 KM
 DK2142'(0.39 MI) TO A PAVED ROAD AND APRON ON THE LEFT.  TURN LEFT AND GO
 DK2142'NORTHWEST ON THE PAVED ROAD AND ACROSS AN APRON FOR 0.07 KM
 DK2142'(0.04 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO WEST ON THE
 DK2142'TAXIWAY FOR 150 FEET TO THE RUNWAY.  TURN RIGHT AND GO NORTH ON THE
 DK2142'RUNWAY FOR 0.69 KM (0.43 MI) TO THE STATION ON THE RIGHT IN THE
 DK2142'GRASSY AREA OF A TURNAROUND.
 DK2142'STATION IS A STANDARD NGS STATION MARK DISK STAMPED---LAKE 1986---.
 DK2142'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 DK2142'GROUND.  IT IS 40.1 M (131.6 FT) NORTHEAST OF THE FIRST RUNWAY LIGHT
 DK2142'SOUTH OF THE NORTH END OF RUNWAY 19, 34.4 M (112.9 FT) SOUTHEAST OF
 DK2142'THE EAST THRESHOLD LIGHT OF RUNWAY 19, 24.0 M (78.7 FT) EAST OF THE
 DK2142'EAST EDGE OF RUNWAY 19, 18.2 M (59.7 FT) NORTH OF THE CENTERLINE OF
 DK2142'THE SOUTH PART OF THE TURNAROUND, 18.2 M (59.7 FT) SOUTH OF THE
 DK2142'CENTERLINE OF THE NORTH PART OF THE TURNAROUND, AND 7.8 M (25.6 FT)
 DK2142'WEST OF THE WEST EDGE OF THE EAST PART OF THE TURNAROUND.
 DK2142'DESCRIBED BY E.J.HANSMANN.
 DK2142
 DK2142                          STATION RECOVERY (1990)
 DK2142
 DK2142'RECOVERED 1990
 DK2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0146 ***********************************************************************
 DL0146  DESIGNATION -  LAKE BOLT
 DL0146  PID         -  DL0146
 DL0146  STATE/COUNTY-  AR/UNION
 DL0146  USGS QUAD   -  FELSENTHAL DAM (1981)
 DL0146
 DL0146                         *CURRENT SURVEY CONTROL
 DL0146  ___________________________________________________________________
 DL0146* NAD 83(1986)-  33 02 42.     (N)    092 06 58.     (W)     SCALED    
 DL0146* NAVD 88     -        18.11   (+/-2cm)      59.4    (feet)  VERTCON   
 DL0146  ___________________________________________________________________
 DL0146  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0146
 DL0146  VERT ORDER  -  ? (See Below)
 DL0146
 DL0146.The horizontal coordinates were scaled from a topographic map and have
 DL0146.an estimated accuracy of +/- 6 seconds.
 DL0146
 DL0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0146.The vertical order pertains to the NGVD 29 superseded value.
 DL0146
 DL0146.The geoid height was determined by GEOID03.
 DL0146
 DL0146;                    North         East    Units  Estimated Accuracy
 DL0146;SPC AR S     -   441,970.      389,150.      MT  (+/- 180 meters Scaled)
 DL0146
 DL0146                          SUPERSEDED SURVEY CONTROL
 DL0146
 DL0146  NGVD 29 (??/??/92)   18.174  (m)           59.63   (f) ADJ UNCH    ?  
 DL0146
 DL0146.Superseded values are not recommended for survey control.
 DL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0146.See file dsdata.txt to determine how the superseded data were derived.
 DL0146
 DL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS825566(NAD 83)
 DL0146_MARKER: B = BOLT
 DL0146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0146
 DL0146  HISTORY     - Date     Condition        Report By
 DL0146  HISTORY     - UNK      MONUMENTED       USE
 DL0146  HISTORY     - 1934     GOOD             NGS
 DL0146  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0146
 DL0146                          STATION DESCRIPTION
 DL0146
 DL0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0146'1.5 MI E FROM FELSENTHAL.
 DL0146'1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM FELSENTHAL,
 DL0146'THENCE ABOUT 1.2 MILES SOUTHEAST ALONG A ROAD PARALLELING THE LOWER
 DL0146'END OF GRAND MARY LAKE, ON THE RIGHT BANK OF OUACHITA RIVER, ABOUT 820
 DL0146'FEET BELOW THE LANDING, AND 800 FEET SOUTHEAST OF A BOAT CHANNEL
 DL0146'CONNECTING THE LAKE AND THE RIVER, 262 FEET SOUTHWEST OF THE WEST BANK
 DL0146'OF THE RIVER, 52 FEET EAST OF THE EAST BANK OF POOLES BAYOU, 50 FEET
 DL0146'EAST OF A BLAZED 24-INCH POST OAK TREE, 31 FEET SOUTHWEST OF A BLAZED
 DL0146'12-INCH POST OAK TREE, AND 13 FEET WEST OF A BLAZED 21-INCH POST OAK
 DL0146'TREE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 DL0146'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 DL0146'CORPS OF ENGINEERS, U.S.A., STANDARD CAP.
 DL0146
 DL0146                          STATION RECOVERY (1977)
 DL0146
 DL0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1931 ***********************************************************************
 FF1931  DESIGNATION -  LAKE CITY MUNICIPAL TANK
 FF1931  PID         -  FF1931
 FF1931  STATE/COUNTY-  AR/CRAIGHEAD
 FF1931  USGS QUAD   -  LAKE CITY (1983)
 FF1931
 FF1931                         *CURRENT SURVEY CONTROL
 FF1931  ___________________________________________________________________
 FF1931* NAD 83(1997)-  35 49 04.35360(N)    090 26 02.00861(W)     ADJUSTED  
 FF1931* NAVD 88     -                                                        
 FF1931  ___________________________________________________________________
 FF1931  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FF1931  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FF1931
 FF1931  HORZ ORDER  -  THIRD
 FF1931
 FF1931.The horizontal coordinates were established by classical geodetic methods
 FF1931.and adjusted by the National Geodetic Survey in September 1999..
 FF1931
 FF1931
 FF1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1931
 FF1931.The geoid height was determined by GEOID03.
 FF1931
 FF1931;                    North         East     Units Scale Factor Converg.
 FF1931;SPC AR N     -   165,824.023   541,516.235   MT  0.99994422   +0 54 40.7
 FF1931;SPC AR N     -   544,040.98  1,776,624.51   sFT  0.99994422   +0 54 40.7
 FF1931;UTM  15      - 3,966,787.882   731,832.507   MT  1.00026233   +1 30 08.6
 FF1931
 FF1931                          SUPERSEDED SURVEY CONTROL
 FF1931
 FF1931  NAD 83(1997)-  35 49 04.36158(N)    090 26 02.00643(W) AD(       ) 4
 FF1931  NAD 83(1986)-  35 49 04.36536(N)    090 26 02.00879(W) AD(       ) 4
 FF1931  NAD 27      -  35 49 04.90600(N)    090 26 01.63000(W) AD(       ) 3
 FF1931
 FF1931.Superseded values are not recommended for survey control.
 FF1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1931.See file dsdata.txt to determine how the superseded data were derived.
 FF1931
 FF1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3183366788(NAD 83)
 FF1931_MARKER: 53 = ELEVATED TANK
 FF1931
 FF1931  HISTORY     - Date     Condition        Report By
 FF1931  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF1931
 FF1931                          STATION DESCRIPTION
 FF1931
 FF1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF1931'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF LAKE CITY AND
 FF1931'ABOUT 150 FEET SOUTHWEST OF THE ST. LOUIS AND SAN FRANCISCO
 FF1931'RAILROAD DEPOT.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING
 FF1931'THE TANK PROPER, IS PAINTED SILVER, HAS A CONICAL ROOF
 FF1931'WITH A BALL AT THE APEX AND IS 125.0 FEET HIGH.
 FF1931'
 FF1931'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3008 ***********************************************************************
 EH3008  DESIGNATION -  LAKE DICK FARM INC WATER TANK
 EH3008  PID         -  EH3008
 EH3008  STATE/COUNTY-  AR/JEFFERSON
 EH3008  USGS QUAD   -  MOSCOW (1971)
 EH3008
 EH3008                         *CURRENT SURVEY CONTROL
 EH3008  ___________________________________________________________________
 EH3008* NAD 83(1997)-  34 14 59.07239(N)    091 50 25.95264(W)     ADJUSTED  
 EH3008* NAVD 88     -                                                        
 EH3008  ___________________________________________________________________
 EH3008  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 EH3008  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH3008
 EH3008  HORZ ORDER  -  THIRD
 EH3008
 EH3008.The horizontal coordinates were established by classical geodetic methods
 EH3008.and adjusted by the National Geodetic Survey in September 1999..
 EH3008
 EH3008
 EH3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3008
 EH3008.The geoid height was determined by GEOID03.
 EH3008
 EH3008;                    North         East     Units Scale Factor Converg.
 EH3008;SPC AR S     -   575,594.606   414,687.104   MT  0.99992550   +0 05 21.3
 EH3008;SPC AR S     - 1,888,429.97  1,360,519.27   sFT  0.99992550   +0 05 21.3
 EH3008;UTM  15      - 3,790,455.482   606,761.720   MT  0.99974050   +0 39 09.4
 EH3008
 EH3008                          SUPERSEDED SURVEY CONTROL
 EH3008
 EH3008  NAD 83(1986)-  34 14 59.08051(N)    091 50 25.94606(W) AD(       ) 4
 EH3008  NAD 27      -  34 14 58.72800(N)    091 50 25.46500(W) AD(       ) 3
 EH3008
 EH3008.Superseded values are not recommended for survey control.
 EH3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3008.See file dsdata.txt to determine how the superseded data were derived.
 EH3008
 EH3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0676290455(NAD 83)
 EH3008_MARKER: 51 = TANK
 EH3008
 EH3008  HISTORY     - Date     Condition        Report By
 EH3008  HISTORY     - 1939     FIRST OBSERVED   CGS
 EH3008  HISTORY     - 1965     GOOD             CGS
 EH3008
 EH3008                          STATION DESCRIPTION
 EH3008
 EH3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EH3008'OBSERVED FINIAL WATER TANK ON LAKE DICK FARM INC., FARM
 EH3008'SECURITY ADMINISTRATION U.S. DEPARTMENT OF AGRICULTURE. FARM
 EH3008'IS LOCATED ABOUT 6 MILES S OF ALTHEIMER. TANK IS STEEL, SILVER
 EH3008'PAINTED, ABOUT 80 FEET HIGH, SET IN GROUP OF SCHOOL BUILDINGS
 EH3008'AND ABOUT 500 FEET S OF COMMUNITY HALL.
 EH3008'
 EH3008'OBSERVED FROM TRIANGULATION STATIONS MADDING, TARRY, AND PUNTNEY.
 EH3008
 EH3008                          STATION RECOVERY (1965)
 EH3008
 EH3008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3008'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTIONS
 EH3008'ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2942 ***********************************************************************
 EH2942  DESIGNATION -  LAKE POINT
 EH2942  PID         -  EH2942
 EH2942  STATE/COUNTY-  AR/PHILLIPS
 EH2942  USGS QUAD   -  INDIAN BAY SE (1967)
 EH2942
 EH2942                         *CURRENT SURVEY CONTROL
 EH2942  ___________________________________________________________________
 EH2942* NAD 83(1997)-  34 18 43.03150(N)    091 02 59.36607(W)     ADJUSTED  
 EH2942* NAVD 88     -        54.23   (+/-2cm)     177.9    (feet)  VERTCON   
 EH2942  ___________________________________________________________________
 EH2942  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EH2942  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2942
 EH2942  HORZ ORDER  -  SECOND
 EH2942  VERT ORDER  -  THIRD ? (See Below)
 EH2942
 EH2942.The horizontal coordinates were established by classical geodetic methods
 EH2942.and adjusted by the National Geodetic Survey in September 1999..
 EH2942
 EH2942.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2942.The vertical order pertains to the NGVD 29 superseded value.
 EH2942
 EH2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2942
 EH2942.The geoid height was determined by GEOID03.
 EH2942
 EH2942;                    North         East     Units Scale Factor Converg.
 EH2942;SPC AR S     -   582,889.420   487,452.263   MT  0.99993016   +0 31 54.5
 EH2942;SPC AR S     - 1,912,363.04  1,599,249.63   sFT  0.99993016   +0 31 54.5
 EH2942;UTM  15      - 3,798,467.487   679,446.261   MT  0.99999694   +1 05 58.6
 EH2942
 EH2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2942!SPC AR S     -   0.99999569  x   0.99993016  =   0.99992585
 EH2942!UTM  15      -   0.99999569  x   0.99999694  =   0.99999263
 EH2942
 EH2942|---------------------------------------------------------------------|
 EH2942| PID    Reference Object                     Distance      Geod. Az  |
 EH2942|                                                           dddmmss.s |
 EH2942| CY6828 LAKE POINT RM 1                      31.117 METERS 04303     |
 EH2942| CY6827 LAKE POINT AZ MK                                   0464316.9 |
 EH2942| CY6829 LAKE POINT RM 2                      31.760 METERS 17050     |
 EH2942|---------------------------------------------------------------------|
 EH2942
 EH2942                          SUPERSEDED SURVEY CONTROL
 EH2942
 EH2942  NAD 83(1997)-  34 18 43.03659(N)    091 02 59.36286(W) AD(       ) 2
 EH2942  NAD 83(1986)-  34 18 43.03957(N)    091 02 59.36172(W) AD(       ) 2
 EH2942  NAD 27      -  34 18 42.67208(N)    091 02 58.95178(W) AD(       ) 2
 EH2942  NGVD 29 (07/19/86)   54.27   (m)          178.1    (f) LEVELING    3  
 EH2942
 EH2942.Superseded values are not recommended for survey control.
 EH2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2942.See file dsdata.txt to determine how the superseded data were derived.
 EH2942
 EH2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7944698467(NAD 83)
 EH2942_MARKER: DS = TRIANGULATION STATION DISK
 EH2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2942
 EH2942  HISTORY     - Date     Condition        Report By
 EH2942  HISTORY     - 1965     MONUMENTED       CGS
 EH2942
 EH2942                          STATION DESCRIPTION
 EH2942
 EH2942'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2942'STATION IS ABOUT 11-1/2 MILES WEST OF ELAINE, 6-1/2 MILES
 EH2942'SOUTHEAST OF ST. CHARLES, 3/4 MILE EAST OF LAKE POINT, NEAR
 EH2942'THE EAST BANK OF THE WHITE RIVER, IN THE SOUTHWEST 1/4 OF
 EH2942'SECTION 30, T. 4 S., R. 1 E., ON TOP OF THE LEVEE, AND ON
 EH2942'PROPERTY CONTROLLED BY THE LEVEE BOARD.
 EH2942'
 EH2942'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH2942'44, 85 AND 20 IN ELAINE, GO WESTERLY ON STATE HIGHWAY 20
 EH2942'FOR 7.7 MILES TO THE LAMBROOK POST OFFICE AND GROCERY STORE
 EH2942'ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 20 FOR 0.45
 EH2942'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED
 EH2942'ROAD FOR 2.0 MILES TO A T-ROAD.  TURN RIGHT AND GO WEST
 EH2942'ON A DIRT ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.  CONTINUE
 EH2942'WEST ON A DIRT ROAD FOR 3.6 MILES TO THE TOP OF THE LEVEE.
 EH2942'TURN RIGHT AND GO NORTH ON THE LEVEE ROAD FOR 0.3 MILE TO A
 EH2942'POINT WHERE THE LEVEE ROAD TURNS SHARP RIGHT AND THE STATION
 EH2942'ON THE LEFT.
 EH2942'
 EH2942'STATION MARKS ARE STANDARD DISKS STAMPED LAKE POINT 1965.
 EH2942'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH
 EH2942'PROJECTS 2 INCHES.  IT IS 24 FEET NORTHWEST OF THE CENTER
 EH2942'OF THE LEVEE ROAD, AND 6 FEET NORTHEAST OF A METAL WITNESS
 EH2942'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EH2942'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2942'
 EH2942'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAKE POINT
 EH2942'NO 1 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2942'2 INCHES.  IT IS 107 FEET NORTHEAST OF THE METAL WITNESS
 EH2942'POST, AND 18 FEET NORTHWEST OF THE CENTER OF THE LEVEE ROAD.
 EH2942'
 EH2942'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAKE POINT
 EH2942'NO 2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH2942'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 104 FEET SOUTHEAST
 EH2942'OF THE METAL WITNESS POST, 26 FEET EAST OF THE CENTER OF
 EH2942'THE LEVEE ROAD, AND 14 FEET NORTHEAST OF THE CENTER OF A
 EH2942'TRACK ROAD.
 EH2942'
 EH2942'AZIMUTH MARK, A STANDARD DISK STAMPED LAKE POINT 1965, IS
 EH2942'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 EH2942'IT IS 18 FEET NORTHWEST OF THE CENTER OF THE LEVEE ROAD,
 EH2942'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 EH2942'
 EH2942'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 EH2942'THE LEVEE ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EH2942'
 EH2942'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2064 ***********************************************************************
 DK2064  DESIGNATION -  LAKE VILLAGE WATER TANK
 DK2064  PID         -  DK2064
 DK2064  STATE/COUNTY-  AR/CHICOT
 DK2064  USGS QUAD   -  LAKE VILLAGE (1981)
 DK2064
 DK2064                         *CURRENT SURVEY CONTROL
 DK2064  ___________________________________________________________________
 DK2064* NAD 83(1997)-  33 20 21.22704(N)    091 16 43.39507(W)     ADJUSTED  
 DK2064* NAVD 88     -                                                        
 DK2064  ___________________________________________________________________
 DK2064  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DK2064  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK2064
 DK2064  HORZ ORDER  -  THIRD
 DK2064
 DK2064.The horizontal coordinates were established by classical geodetic methods
 DK2064.and adjusted by the National Geodetic Survey in September 1999..
 DK2064
 DK2064
 DK2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2064
 DK2064.The geoid height was determined by GEOID03.
 DK2064
 DK2064;                    North         East     Units Scale Factor Converg.
 DK2064;SPC AR S     -   474,833.150   467,145.601   MT  0.99999153   +0 24 13.3
 DK2064;SPC AR S     - 1,557,848.43  1,532,626.86   sFT  0.99999153   +0 24 13.3
 DK2064;SPC MS W     -   426,059.661   611,992.947   MT  1.00004546   -0 31 10.6
 DK2064;SPC MS W     - 1,397,830.74  2,007,846.86   sFT  1.00004546   -0 31 10.6
 DK2064;UTM  15      - 3,690,217.661   660,186.196   MT  0.99991636   +0 56 46.3
 DK2064
 DK2064                          SUPERSEDED SURVEY CONTROL
 DK2064
 DK2064  NAD 83(1997)-  33 20 21.22715(N)    091 16 43.39493(W) AD(       ) 4
 DK2064  NAD 83(1986)-  33 20 21.23649(N)    091 16 43.38792(W) AD(       ) 4
 DK2064  NAD 27      -  33 20 20.81800(N)    091 16 42.97800(W) AD(       ) 3
 DK2064
 DK2064.Superseded values are not recommended for survey control.
 DK2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2064.See file dsdata.txt to determine how the superseded data were derived.
 DK2064
 DK2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6018690218(NAD 83)
 DK2064_MARKER: 51 = TANK
 DK2064
 DK2064  HISTORY     - Date     Condition        Report By
 DK2064  HISTORY     - 1929     FIRST OBSERVED   CGS
 DK2064
 DK2064                          STATION DESCRIPTION
 DK2064
 DK2064'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1122 ***********************************************************************
 DK1122  DESIGNATION -  LAKEPORT CAP
 DK1122  PID         -  DK1122
 DK1122  STATE/COUNTY-  AR/CHICOT
 DK1122  USGS QUAD   -  AVON (1970)
 DK1122
 DK1122                         *CURRENT SURVEY CONTROL
 DK1122  ___________________________________________________________________
 DK1122* NAD 83(1986)-  33 13 39.     (N)    091 07 26.     (W)     SCALED    
 DK1122* NAVD 88     -        38.25   (+/-2cm)     125.5    (feet)  VERTCON   
 DK1122  ___________________________________________________________________
 DK1122  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1122
 DK1122  VERT ORDER  -  ? (See Below)
 DK1122
 DK1122.The horizontal coordinates were scaled from a topographic map and have
 DK1122.an estimated accuracy of +/- 6 seconds.
 DK1122
 DK1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1122.The vertical order pertains to the NGVD 29 superseded value.
 DK1122
 DK1122.The geoid height was determined by GEOID03.
 DK1122
 DK1122;                    North         East    Units  Estimated Accuracy
 DK1122;SPC AR S     -   462,550.      481,670.      MT  (+/- 180 meters Scaled)
 DK1122
 DK1122                          SUPERSEDED SURVEY CONTROL
 DK1122
 DK1122  NGVD 29 (??/??/??)   38.303  (m)          125.67   (f) ADJUSTED    ?  
 DK1122
 DK1122.Superseded values are not recommended for survey control.
 DK1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1122.See file dsdata.txt to determine how the superseded data were derived.
 DK1122
 DK1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS748780(NAD 83)
 DK1122_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1122
 DK1122  HISTORY     - Date     Condition        Report By
 DK1122  HISTORY     - UNK      MONUMENTED       DOD
 DK1122  HISTORY     - 1934     GOOD             CGS
 DK1122
 DK1122                          STATION DESCRIPTION
 DK1122
 DK1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1122'IN LAKEPORT.
 DK1122'P.B.M. IS A TILE AND PIPE LOCATED ON THE RIGHT BANK OF THE MISS.
 DK1122'RIVER, AT LAKEPORT, CHICOT CO., ARK., ABOUT 800 FT. NORTHEAST OF
 DK1122'LEVEE, 900 FT. NORTH BY EAST OF POINT WHERE ROAD CROSSES LEVEE, IN
 DK1122'SCATTERED WOODS, 13 FT. SOUTHWEST OF OLD SMALL LEVEE, 450 FT.
 DK1122'SOUTHWEST OF SLOUGH PIPE IS 12 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1864 ***********************************************************************
 FG1864  DESIGNATION -  LAMAR
 FG1864  PID         -  FG1864
 FG1864  STATE/COUNTY-  AR/JOHNSON
 FG1864  USGS QUAD   -  CLARKSVILLE (1993)
 FG1864
 FG1864                         *CURRENT SURVEY CONTROL
 FG1864  ___________________________________________________________________
 FG1864* NAD 83(1997)-  35 27 43.29854(N)    093 23 19.57949(W)     ADJUSTED  
 FG1864* NAVD 88     -       222.8    (meters)     731.     (feet)  VERTCON   
 FG1864  ___________________________________________________________________
 FG1864  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FG1864  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FG1864
 FG1864  HORZ ORDER  -  SECOND
 FG1864
 FG1864.The horizontal coordinates were established by classical geodetic methods
 FG1864.and adjusted by the National Geodetic Survey in September 1999..
 FG1864
 FG1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1864
 FG1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1864
 FG1864.The geoid height was determined by GEOID03.
 FG1864
 FG1864;                    North         East     Units Scale Factor Converg.
 FG1864;SPC AR N     -   126,107.712   273,950.252   MT  0.99993820   -0 48 29.3
 FG1864;SPC AR N     -   413,738.39    898,785.12   sFT  0.99993820   -0 48 29.3
 FG1864;UTM  15      - 3,924,351.535   464,724.380   MT  0.99961533   -0 13 32.0
 FG1864
 FG1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1864!SPC AR N     -   0.99996959  x   0.99993820  =   0.99990779
 FG1864!UTM  15      -   0.99996959  x   0.99961533  =   0.99958493
 FG1864
 FG1864|---------------------------------------------------------------------|
 FG1864| PID    Reference Object                     Distance      Geod. Az  |
 FG1864|                                                           dddmmss.s |
 FG1864| CI1841 LAMAR RM 2                           17.904 METERS 11656     |
 FG1864| FG1866 KNOXVILLE                           APPROX. 8.1 KM 1794715.2 |
 FG1864| FG1868 CLARKSVILLE CABLE VISION MAST       APPROX. 6.0 KM 2494148.8 |
 FG1864| CI1839 LAMAR AZ MK                                        2812843.9 |
 FG1864| CI1840 LAMAR RM 1                           17.061 METERS 35111     |
 FG1864|---------------------------------------------------------------------|
 FG1864
 FG1864                          SUPERSEDED SURVEY CONTROL
 FG1864
 FG1864  NAD 83(1997)-  35 27 43.30980(N)    093 23 19.57816(W) AD(       ) 2
 FG1864  NAD 83(1986)-  35 27 43.30925(N)    093 23 19.57761(W) AD(       ) 2
 FG1864  NAD 27      -  35 27 43.01000(N)    093 23 18.92700(W) AD(       ) 2
 FG1864  NGVD 29 (07/19/86)  222.8    (m)          731.     (f) VERT ANG       
 FG1864
 FG1864.Superseded values are not recommended for survey control.
 FG1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1864.See file dsdata.txt to determine how the superseded data were derived.
 FG1864
 FG1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6472424352(NAD 83)
 FG1864_MARKER: DS = TRIANGULATION STATION DISK
 FG1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1864
 FG1864  HISTORY     - Date     Condition        Report By
 FG1864  HISTORY     - 1940     MONUMENTED       CGS
 FG1864  HISTORY     - 1967     GOOD             CGS
 FG1864
 FG1864                          STATION DESCRIPTION
 FG1864
 FG1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1864'THE STATION IS LOCATED ABOUT 1-1/2 MILES NNE OF LAMAR, ON
 FG1864'THE HIGHEST POINT OF A HILL, THE N AND E SIDES OF WHICH ARE
 FG1864'TIMBERED AND THE S AND W SIDES ARE UNDER CULTIVATION.  IT
 FG1864'IS ABOUT 200 YARDS NE OF MRS. L. BIRNBAUMS RESIDENCE AND
 FG1864'ON PROPERTY OWNED BY HER.  THE MARK IS AT THE S EDGE OF THE
 FG1864'TIMBER AND 15 FEET S OF A FENCE LINE.  IT PROJECTS 2 INCHES
 FG1864'AND IS STAMPED LAMAR 1940.  THERE IS A WHITE REFERENCE POST
 FG1864'6 FEET NW OF THE STATION.
 FG1864'
 FG1864'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1864'DISKS SET IN CONCRETE.
 FG1864'
 FG1864'REFERENCE MARK NO.1 IS ABOUT 1 FOOT LOWER THAN THE STATION,
 FG1864'1 FOOT W OF A FENCE LINE AND AT THE EDGE OF THE TIMBER.  IT
 FG1864'PROJECTS 8 INCHES AND IS STAMPED LAMAR NO.1, 1940.
 FG1864'
 FG1864'REFERENCE MARK NO.2 IS ABOUT 1/2 METER LOWER THAN THE STATION,
 FG1864'AT THE N EDGE OF A PEACH ORCHARD.  IT PROJECTS 8 INCHES
 FG1864'AND IS STAMPED LAMAR NO.2 1940.
 FG1864'
 FG1864'THE AZIMUTH MARK IS ABOUT 2.0 MILES W OF THE STATION, ON
 FG1864'THE RIGHT-OF-WAY OF U.S. HIGHWAY NO.64, AND 39 FEET N OF
 FG1864'THE CENTER LINE.  IT IS AT THE SE CORNER OF A CULTIVATED
 FG1864'FIELD, 15 FEET W OF A WIRE GATE, AND 50 YARDS NE OF A FRAME
 FG1864'HOUSE WITH A TIN ROOF.  IT PROJECTS 8 INCHES, AND IS STAMPED
 FG1864'LAMAR 1940.  THERE IS A WHITE REFERENCE POST 5 FEET W OF
 FG1864'THE MARK.
 FG1864'
 FG1864'TO REACH THE AZIMUTH MARK FROM LAMAR, GO NW ON U.S. HIGHWAY
 FG1864'NO.64 FOR 3.0 MILES TO MARK ON N SIDE OF THE ROAD.
 FG1864'
 FG1864'TO REACH THE STATION START AT LAMAR, GO NW ON U.S. HIGHWAY
 FG1864'NO.64 FOR 0.3 MILE TO ITS JUNCTION WITH STATE HIGHWAY NO.123.
 FG1864'TURN N ON STATE HIGHWAY NO.123 FOR 0.6 MILE TO A RIGHT-ANGLE
 FG1864'TURN TO THE E AND A FARM ROAD CONTINUING N.  GO N FOR 0.5
 FG1864'MILE TO MRS. L. BIRNBAUMS FARMHOUSE AND END OF ROAD.  FROM
 FG1864'HERE THE STATION IS ABOUT 200 YARDS NE AT THE S EDGE OF THE
 FG1864'TIMBER.
 FG1864
 FG1864                          STATION RECOVERY (1967)
 FG1864
 FG1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1864'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FG1864'IN GOOD CONDITION AS DESCRIBED IN 1940.  THE AZIMUTH MARK
 FG1864'WAS SEARCHED FOR BUT NOT FOUND AND THERE ARE NO INTERSECTION
 FG1864'STATION VISIBLE FROM THE GROUND.
 FG1864'
 FG1864'THE STATION WAS VISITED 6/15/67 AND BILL BIRNBAUM FARMS
 FG1864'THE LAND AND HIS MOTHER MRS. L. BIRNBAUM STILL OWNES THE LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1452 ***********************************************************************
 FF1452  DESIGNATION -  LAMB
 FF1452  PID         -  FF1452
 FF1452  STATE/COUNTY-  AR/WHITE
 FF1452  USGS QUAD   -  MC RAE (1992)
 FF1452
 FF1452                         *CURRENT SURVEY CONTROL
 FF1452  ___________________________________________________________________
 FF1452* NAD 83(1986)-  35 06 50.     (N)    091 49 16.     (W)     SCALED    
 FF1452* NAVD 88     -        70.93   (+/-2cm)     232.7    (feet)  VERTCON   
 FF1452  ___________________________________________________________________
 FF1452  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1452
 FF1452  VERT ORDER  -  ? (See Below)
 FF1452
 FF1452.The horizontal coordinates were scaled from a topographic map and have
 FF1452.an estimated accuracy of +/- 6 seconds.
 FF1452
 FF1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1452.The vertical order pertains to the NGVD 29 superseded value.
 FF1452
 FF1452.The geoid height was determined by GEOID03.
 FF1452
 FF1452;                    North         East    Units  Estimated Accuracy
 FF1452;SPC AR N     -    86,610.      416,310.      MT  (+/- 180 meters Scaled)
 FF1452
 FF1452                          SUPERSEDED SURVEY CONTROL
 FF1452
 FF1452  NGVD 29 (??/??/??)   70.908  (m)          232.64   (f) ADJUSTED    ?  
 FF1452
 FF1452.Superseded values are not recommended for survey control.
 FF1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1452.See file dsdata.txt to determine how the superseded data were derived.
 FF1452
 FF1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU074863(NAD 83)
 FF1452_MARKER: DB = BENCH MARK DISK
 FF1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1452_STAMPING: LAMB 1934
 FF1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1452+STABILITY: SURFACE MOTION
 FF1452
 FF1452  HISTORY     - Date     Condition        Report By
 FF1452  HISTORY     - 1934     MONUMENTED       ARGS
 FF1452  HISTORY     - 1955     GOOD             CGS
 FF1452
 FF1452                          STATION DESCRIPTION
 FF1452
 FF1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1452'AT MC RAE.
 FF1452'AT MC RAE, 78.3 FEET NORTHEAST OF THE NORTH CORNER OF THE MISSOURI
 FF1452'PACIFIC RAILROAD STATION, 34.8 FEET NORTHWEST OF A 28 INCH OAK
 FF1452'TREE, 13.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 FF1452'SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE
 FF1452'TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2818 ***********************************************************************
 EH2818  DESIGNATION -  LAMBROOK
 EH2818  PID         -  EH2818
 EH2818  STATE/COUNTY-  AR/PHILLIPS
 EH2818  USGS QUAD   -  LAMBROOK (1982)
 EH2818
 EH2818                         *CURRENT SURVEY CONTROL
 EH2818  ___________________________________________________________________
 EH2818* NAD 83(1997)-  34 19 17.83772(N)    090 57 03.77683(W)     ADJUSTED  
 EH2818* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 EH2818  ___________________________________________________________________
 EH2818  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EH2818  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2818
 EH2818  HORZ ORDER  -  SECOND
 EH2818
 EH2818.The horizontal coordinates were established by classical geodetic methods
 EH2818.and adjusted by the National Geodetic Survey in September 1999..
 EH2818
 EH2818.The orthometric height was scaled from a topographic map.
 EH2818
 EH2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2818
 EH2818.The geoid height was determined by GEOID03.
 EH2818
 EH2818;                    North         East     Units Scale Factor Converg.
 EH2818;SPC AR S     -   584,050.552   496,532.000   MT  0.99993099   +0 35 13.5
 EH2818;SPC AR S     - 1,916,172.52  1,629,038.74   sFT  0.99993099   +0 35 13.5
 EH2818;SPC MS W     -   534,794.195   643,150.873   MT  0.99998982   -0 20 53.9
 EH2818;SPC MS W     - 1,754,570.62  2,110,070.82   sFT  0.99998982   -0 20 53.9
 EH2818;UTM  15      - 3,799,718.707   688,514.826   MT  1.00003807   +1 09 20.2
 EH2818
 EH2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2818!SPC AR S     -   0.99999669  x   0.99993099  =   0.99992768
 EH2818!SPC MS W     -   0.99999669  x   0.99998982  =   0.99998651
 EH2818!UTM  15      -   0.99999669  x   1.00003807  =   1.00003475
 EH2818
 EH2818:                Primary Azimuth Mark                     Grid Az
 EH2818:SPC AR S     -  WABASH HOWE LUMBER CO TANK               054 24 48.7
 EH2818:SPC MS W     -  WABASH HOWE LUMBER CO TANK               055 20 56.1
 EH2818:UTM  15      -  WABASH HOWE LUMBER CO TANK               053 50 42.0
 EH2818
 EH2818|---------------------------------------------------------------------|
 EH2818| PID    Reference Object                     Distance      Geod. Az  |
 EH2818|                                                           dddmmss.s |
 EH2818| EH2813 WABASH HOWE LUMBER CO TANK          APPROX.13.2 KM 0550002.2 |
 EH2818| EH2816 ELAINE MISS R GRAIN COOP ELEV       APPROX. 9.4 KM 0931834.9 |
 EH2818| EH2817 ELAINE MUNICIPAL TANK               APPROX. 9.3 KM 0981222.8 |
 EH2818| CY6850 LAMBROOK RM 1                        37.259 METERS 10738     |
 EH2818| CY6849 LAMBROOK AZ MK                                     2303234.6 |
 EH2818| CY6851 LAMBROOK RM 2                        23.110 METERS 32752     |
 EH2818|---------------------------------------------------------------------|
 EH2818
 EH2818                          SUPERSEDED SURVEY CONTROL
 EH2818
 EH2818  NAD 83(1997)-  34 19 17.84147(N)    090 57 03.77562(W) AD(       ) 2
 EH2818  NAD 83(1986)-  34 19 17.84627(N)    090 57 03.77247(W) AD(       ) 2
 EH2818  NAD 27      -  34 19 17.47557(N)    090 57 03.37250(W) AD(       ) 2
 EH2818
 EH2818.Superseded values are not recommended for survey control.
 EH2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2818.See file dsdata.txt to determine how the superseded data were derived.
 EH2818
 EH2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8851599719(NAD 83)
 EH2818_MARKER: DS = TRIANGULATION STATION DISK
 EH2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2818
 EH2818  HISTORY     - Date     Condition        Report By
 EH2818  HISTORY     - 1964     MONUMENTED       CGS
 EH2818  HISTORY     - 20050412 MARK NOT FOUND   USACE
 EH2818
 EH2818                          STATION DESCRIPTION
 EH2818
 EH2818'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2818'STATION IS ABOUT 6 MILES WEST OF ELAINE, 1-1/2 MILES SOUTHEAST
 EH2818'OF LAMBROOK, NEAR THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF
 EH2818'SECTION 30, T. 3 S., R. 2 E., AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 EH2818'
 EH2818'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 44,
 EH2818'85 AND 20 IN ELAINE, GO WEST ON STATE HIGHWAY 20 FOR 3.05
 EH2818'MILES TO A CHURCH ON THE RIGHT.  CONTINUE WEST ON STATE
 EH2818'HIGHWAY 20 FOR 3.0 MILES TO WHERE THE HIGHWAY CURVES TO THE
 EH2818'RIGHT.  TURN RIGHT AND GO NORTHWEST ON HIGHWAY 20 FOR 0.05
 EH2818'MILE TO THE STATION ON THE RIGHT.
 EH2818'
 EH2818'STATION MARKS ARE STANDARD DISKS STAMPED LAMBROOK 1965.  THE
 EH2818'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS
 EH2818'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 124 FEET WEST
 EH2818'OF A POWER POLE, 58 FEET NORTHWEST OF THE NORTH END OF A
 EH2818'CORRUGATED CULVERT, 46 FEET NORTHEAST OF THE CENTERLINE
 EH2818'OF STATE HIGHWAY 20, 36 FEET SOUTHWEST OF A FENCE CORNER,
 EH2818'AND 17 FEET SOUTHWEST OF THE CENTERLINE OF OLD STATE HIGHWAY
 EH2818'20.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EH2818'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2818'
 EH2818'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAMBROOK NO 1
 EH2818'1965, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 EH2818'INCHES.  IT IS 99 FEET NORTHEAST OF THE CENTERLINE OF STATE
 EH2818'HIGHWAY 20, 31 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 30
 EH2818'FEET NORTHEAST OF THE CENTERLINE OF OLD STATE HIGHWAY 20, AND 2
 EH2818'FEET WEST OF THE POWER POLE.
 EH2818'
 EH2818'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAMBROOK NO
 EH2818'2 1965, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EH2818'6 INCHES.  IT IS 64 FEET NORTHEAST OF THE CENTERLINE OF STATE
 EH2818'HIGHWAY 20, 25 FEET SOUTHEAST OF THE CENTER OF A BOARD GATE,
 EH2818'11 FEET NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, AND 1
 EH2818'FOOT SOUTHWEST OF A WIRE FENCE.
 EH2818'
 EH2818'AZIMUTH MARK, A STANDARD DISK STAMPED LAMBROOK 1965, IS SET
 EH2818'IN A SQUARE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 22 FEET
 EH2818'WEST OF THE CENTERLINE OF A GRAVELED ROAD, AND 1.5 FEET NORTH
 EH2818'OF A POWER POLE.
 EH2818'
 EH2818'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 EH2818'ON STATE HIGHWAY 20 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN
 EH2818'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO THE
 EH2818'AZIMUTH MARK ON THE RIGHT.
 EH2818'
 EH2818'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2818
 EH2818                          STATION RECOVERY (2005)
 EH2818
 EH2818'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1831 ***********************************************************************
 EJ1831  DESIGNATION -  LANDERS
 EJ1831  PID         -  EJ1831
 EJ1831  STATE/COUNTY-  AR/HOT SPRING
 EJ1831  USGS QUAD   -  POYEN (1984)
 EJ1831
 EJ1831                         *CURRENT SURVEY CONTROL
 EJ1831  ___________________________________________________________________
 EJ1831* NAD 83(1997)-  34 15 19.15094(N)    092 44 31.33925(W)     ADJUSTED  
 EJ1831* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 EJ1831  ___________________________________________________________________
 EJ1831  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 EJ1831  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EJ1831
 EJ1831  HORZ ORDER  -  SECOND
 EJ1831
 EJ1831.The horizontal coordinates were established by classical geodetic methods
 EJ1831.and adjusted by the National Geodetic Survey in September 1999..
 EJ1831
 EJ1831.The orthometric height was scaled from a topographic map.
 EJ1831
 EJ1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1831
 EJ1831.The geoid height was determined by GEOID03.
 EJ1831
 EJ1831;                    North         East     Units Scale Factor Converg.
 EJ1831;SPC AR S     -   576,449.493   331,658.363   MT  0.99992587   -0 24 55.1
 EJ1831;SPC AR S     - 1,891,234.71  1,088,115.81   sFT  0.99992587   -0 24 55.1
 EJ1831;UTM  15      - 3,790,496.005   523,750.689   MT  0.99960695   +0 08 42.7
 EJ1831
 EJ1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1831!SPC AR S     -   0.99997997  x   0.99992587  =   0.99990584
 EJ1831!UTM  15      -   0.99997997  x   0.99960695  =   0.99958693
 EJ1831
 EJ1831|---------------------------------------------------------------------|
 EJ1831| PID    Reference Object                     Distance      Geod. Az  |
 EJ1831|                                                           dddmmss.s |
 EJ1831| CY6853 LANDERS RM 1                         42.056 METERS 01037     |
 EJ1831| CY6854 LANDERS RM 2                         33.729 METERS 09521     |
 EJ1831| EJ1841 ROLLA RADIO STA KCY 29 MAST         APPROX. 5.5 KM 1832431.0 |
 EJ1831| CY6856 LANDERS RM 4                          9.328 METERS 21554     |
 EJ1831| EJ1856 TWIN OAKS RAD STA KKE 96 NW TR      APPROX. 7.0 KM 2831344.8 |
 EJ1831| EJ1830 FROST                                74.219 METERS 28731     |
 EJ1831| CY6855 LANDERS RM 3                          7.722 METERS 32853     |
 EJ1831| CY6852 LANDERS AZ MK                                      3332242.7 |
 EJ1831| EJ1863 ARKANSAS FORESTRY COMM LOT 51       APPROX. 3.2 KM 3341738.4 |
 EJ1831|---------------------------------------------------------------------|
 EJ1831
 EJ1831                          SUPERSEDED SURVEY CONTROL
 EJ1831
 EJ1831  NAD 83(1986)-  34 15 19.16146(N)    092 44 31.32990(W) AD(       ) 2
 EJ1831  NAD 27      -  34 15 18.82086(N)    092 44 30.73453(W) AD(       ) 2
 EJ1831
 EJ1831.Superseded values are not recommended for survey control.
 EJ1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1831.See file dsdata.txt to determine how the superseded data were derived.
 EJ1831
 EJ1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2375190496(NAD 83)
 EJ1831_MARKER: DS = TRIANGULATION STATION DISK
 EJ1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1831
 EJ1831  HISTORY     - Date     Condition        Report By
 EJ1831  HISTORY     - 1964     MONUMENTED       CGS
 EJ1831  HISTORY     - 1976     GOOD             NGS
 EJ1831  HISTORY     - 19760326 GOOD             USGS
 EJ1831
 EJ1831                          STATION DESCRIPTION
 EJ1831
 EJ1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1831'ABOUT 8 MILES SOUTHEAST OF MALVERN, 8 MILES SOUTHWEST OF PEYEN,
 EJ1831'IN THE SOUTHWEST 1/4 OF SEC. 28, T-5-S, R-16-W, AND ON THE
 EJ1831'PROPERTY OF THE INTERNATIONAL PAPER COMPANY.  IT IS 62 FEET
 EJ1831'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 9 AND A WOODS ROAD
 EJ1831'WEST, 44 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33
 EJ1831'FEET NORTHWEST OF A 30 INCH OAK TREE, AND 6 FEET WEST OF A
 EJ1831'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 EJ1831'IS STAMPED LANDERS 1964.
 EJ1831'
 EJ1831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 EJ1831'AND 270 AND STATE HIGHWAY 9 IN MALVERN, GO SOUTHEAST ON
 EJ1831'HIGHWAY 9 FOR 6.55 MILES TO A LOOKOUT TOWER ON THE LEFT.
 EJ1831'CONTINUE SOUTHEAST ON HIGHWAY 9 FOR 1.8 MILES TO THE AZIMUTH
 EJ1831'MARK ON THE LEFT.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.4
 EJ1831'MILE TO A SIDE ROAD LEFT.  CONTINUE SOUTHEAST ON THE HIGHWAY
 EJ1831'FOR 0.05 MILE TO A WOODS ROAD RIGHT AND THE STATION ON THE
 EJ1831'RIGHT.
 EJ1831'
 EJ1831'REFERENCE MARK 1 IS 75 FEET NORTH OF THE INTERSECTION, 45 FEET
 EJ1831'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET NORTH OF
 EJ1831'A TELEPHONE POLE, AND 6 FEET SOUTHEAST OF A 14 INCH PINE
 EJ1831'TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 EJ1831'LANDERS NO 1 1964.
 EJ1831'
 EJ1831'REFERENCE MARK 2 IS 45 FEET NORTHEAST OF THE CENTERLINE OF
 EJ1831'THE HIGHWAY, 55 FEET SOUTHEAST OF A 16 INCH PINE TREE AND 6
 EJ1831'FEET NORTHWEST OF A 14 INCH PINE TREE.  THE MONUMENT PROJECTS
 EJ1831'5 INCHES AND THE DISK IS STAMPED LANDERS NO 2 1964.
 EJ1831'
 EJ1831'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A DRILL HOLE
 EJ1831'IN A CONCRETE CULVERT ON THE NORTHEAST SIDE OF HIGHWAY 9.  IT IS
 EJ1831'25 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET
 EJ1831'SOUTHWEST OF A FENCE, AND 4 FEET SOUTH OF A WITNESS POST.
 EJ1831'THE DISK IS STAMPED LANDERS 1964.
 EJ1831'
 EJ1831'FROST (ARK. GEOD. S.) IS A STANDARD U.S. COAST AND GEODETIC
 EJ1831'AND STATE SURVEY BENCH MARK DISK SET IN THE TOP OF A 6 X 6
 EJ1831'INCH CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 46 FEET NORTH
 EJ1831'OF A RAILROAD CROSSING, 39 FEET NORTHWEST OF THE CENTERLINE OF
 EJ1831'A GRAVELED ROAD, AND 24 FEET NORTHEAST OF THE EAST RAIL OF A
 EJ1831'RAILROAD TRACK.  THE DISK IS STAMPED FROST 1934.
 EJ1831'
 EJ1831'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EJ1831
 EJ1831                          STATION RECOVERY (1976)
 EJ1831
 EJ1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 EJ1831'THE STATION WAS VISITED 11-11-76 AND THE STATION MARK AND AZIMUTH
 EJ1831'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO 1 AND NO 2
 EJ1831'HAD BEEN DESTROYED.  STATION FROST 1934 (ARKANSAS GEODETIC SURVEY)
 EJ1831'WAS FOUND IN FAIR CONDITION, BUT WAS VISIBLE FROM THE STATION.
 EJ1831'REFERENCE MARKS NO 3 AND NO 4 WERE ESTABLISHED AT THIS DATE.
 EJ1831'A NEW DESCRIPTION FOLLOWS--
 EJ1831'
 EJ1831'THE STATION IS LOCATED 8 MILES SOUTHEAST OF MALVERN, 8 MILES
 EJ1831'SOUTHWEST OF PEYEN IN THE SOUTHWEST 1/4 OF SECTION 28, T 5S, R 15W
 EJ1831'AND ON PROPERTY OF INTERNATIONAL PAPER COMPANY.
 EJ1831'
 EJ1831'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND 270 AND STATE
 EJ1831'HIGHWAY 9, GO SOUTHEAST ON STATE HIGHWAY 9 FOR 6.5 MILES TO A
 EJ1831'LOOKOUT TOWER ON LEFT.  CONTINUE SOUTHEAST ON HIGHWAY 9 FOR 1.8
 EJ1831'MILES TO AZIMUTH MARK ON LEFT.  CONTINUE SOUTHEAST ON HIGHWAY 9
 EJ1831'FOR 0.5 MILE TO A WOODS ROAD AND STATION ON RIGHT.
 EJ1831'
 EJ1831'THE STATION MARK IS A STANDARD TRIANGULATION DISK, STAMPED LANDERS
 EJ1831'1964, SET ON TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT
 EJ1831'IS 62 FEET SOUTH OF THE INTERSECTION OF HIGHWAY 9 AND A WOODS ROAD
 EJ1831'WEST, 44 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 9, 33 FEET
 EJ1831'NORTHWEST OF A 30 INCH OAK TREE, 6 FEET WEST OF A METAL WITNESS POST
 EJ1831'AND SIGN AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 EJ1831'
 EJ1831'REFERENCE MARK NO 3 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 EJ1831'MARK DISK, STAMPED LANDERS 1964 NO 3 1976 AND CRIMPED TO THE TOP OF
 EJ1831'A 3 FOOT COPPER COATED ROD WITH BASE PLATE, PROJECTING 2 INCHES.
 EJ1831'IT IS 45.5 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 9, 20.0 FEET
 EJ1831'SOUTHEAST OF THE CENTER OF WOODS ROAD AND 1.2 FEET SOUTHWEST OF A
 EJ1831'METAL WITNESS POST AND SIGN.
 EJ1831'
 EJ1831'REFERENCE MARK NO 4 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 EJ1831'MARK DISK, STAMPED LANDERS 1964 NO 4 1976 AND CRIMPED TO THE TOP
 EJ1831'OF A 3 FOOT COPPER COATED ROD WITH BASEPLATE, PROJECTING 2 INCHES.
 EJ1831'IT IS 74 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 9, 34.5 FEET WEST
 EJ1831'OF A 30 INCH OAK TREE, 15.0 FEET SOUTH OF AN 18 INCH PINE TREE
 EJ1831'AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 EJ1831'
 EJ1831'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED LANDERS
 EJ1831'1964, SET IN A DRILL HOLE IN CONCRETE CULVERT ON THE NORTHEAST SIDE
 EJ1831'OF HIGHWAY 9, 25 FEET NORTHEAST OF THE CENTER OF HIGHWAY 9, 5 FEET
 EJ1831'SOUTHEAST OF A FENCE AND 4 FEET SOUTH OF A METAL WITNESS POST AND
 EJ1831'SIGN ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
 EJ1831'
 EJ1831'FROST (ARKANSAS GEODETIC SURVEY) IS A STANDARD U.S.C. AND G.S. AND
 EJ1831'STATE SURVEY BENCH MARK DISK, STAMPED FROST 1934 SET IN TOP OF A
 EJ1831'6 X 6 INCH CONCRETE POST PROJECTING 6 INCHES.  IT IS 46 FEET NORTH
 EJ1831'OF RAILROAD CROSSING, 39 FEET NORTHWEST OF WOODS ROAD AND 24 FEET
 EJ1831'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS.  (NOTE) THE MARK
 EJ1831'APPEARS TO HAVE BEEN BROKEN AND REPLACED IN ORIGINAL POSITION.
 EJ1831
 EJ1831                          STATION RECOVERY (1976)
 EJ1831
 EJ1831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JPM)
 EJ1831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2999 ***********************************************************************
 EH2999  DESIGNATION -  LANGFORD
 EH2999  PID         -  EH2999
 EH2999  STATE/COUNTY-  AR/JEFFERSON
 EH2999  USGS QUAD   -  REYDELL (1975)
 EH2999
 EH2999                         *CURRENT SURVEY CONTROL
 EH2999  ___________________________________________________________________
 EH2999* NAD 83(1997)-  34 10 07.79017(N)    091 36 20.20110(W)     ADJUSTED  
 EH2999* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 EH2999  ___________________________________________________________________
 EH2999  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 EH2999  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH2999
 EH2999  HORZ ORDER  -  FIRST
 EH2999
 EH2999.The horizontal coordinates were established by classical geodetic methods
 EH2999.and adjusted by the National Geodetic Survey in September 1999..
 EH2999
 EH2999.The orthometric height was scaled from a topographic map.
 EH2999
 EH2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2999
 EH2999.The geoid height was determined by GEOID03.
 EH2999
 EH2999;                    North         East     Units Scale Factor Converg.
 EH2999;SPC AR S     -   566,678.669   436,360.308   MT  0.99992121   +0 13 14.6
 EH2999;SPC AR S     - 1,859,178.27  1,431,625.44   sFT  0.99992121   +0 13 14.6
 EH2999;UTM  15      - 3,781,754.253   628,518.173   MT  0.99980360   +0 46 59.7
 EH2999
 EH2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2999!SPC AR S     -   0.99999548  x   0.99992121  =   0.99991669
 EH2999!UTM  15      -   0.99999548  x   0.99980360  =   0.99979908
 EH2999
 EH2999|---------------------------------------------------------------------|
 EH2999| PID    Reference Object                     Distance      Geod. Az  |
 EH2999|                                                           dddmmss.s |
 EH2999| CY6858 LANGFORD RM 1                        63.470 METERS 12406     |
 EH2999| CY6859 LANGFORD RM 2                        61.802 METERS 24617     |
 EH2999| CY6857 LANGFORD AZ MK                                     2713244.7 |
 EH2999|---------------------------------------------------------------------|
 EH2999
 EH2999                          SUPERSEDED SURVEY CONTROL
 EH2999
 EH2999  NAD 83(1986)-  34 10 07.79813(N)    091 36 20.19501(W) AD(       ) 1
 EH2999  NAD 27      -  34 10 07.44600(N)    091 36 19.74300(W) AD(       ) 1
 EH2999
 EH2999.Superseded values are not recommended for survey control.
 EH2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2999.See file dsdata.txt to determine how the superseded data were derived.
 EH2999
 EH2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT2851881754(NAD 83)
 EH2999_MARKER: DS = TRIANGULATION STATION DISK
 EH2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2999
 EH2999  HISTORY     - Date     Condition        Report By
 EH2999  HISTORY     - 1940     MONUMENTED       CGS
 EH2999  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH2999
 EH2999                          STATION DESCRIPTION
 EH2999
 EH2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2999'STATION LANGFORD IS LOCATED IN JEFFERSON COUNTY ABOUT 0.5
 EH2999'MILE W OF LANGFORD AND ABOUT 2.5 MILES W OF REYDEL. IT IS
 EH2999'ON THE PROPERTY OF MAGNESE AND NORRIS, 104 FEET N OF THE
 EH2999'CENTER LINE OF STATE HIGHWAY 88, 30 FEET S OF THE WOODS, AND
 EH2999'ABOUT 100 YARDS W OF A SMALL BAYOU.  THERE IS A WHITE REFERENCE
 EH2999'POST 5 FEET NNW OF THE STATION.
 EH2999'
 EH2999'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH2999'BRONZE DISKS SET IN CONCRETE.
 EH2999'
 EH2999'REFERENCE MARK NO.1 IS ON THE SHOULDER OF THE ROAD, 24 FEET
 EH2999'N OF THE CENTER LINE, AND ABOUT 1 METER HIGHER THAN THE STATION.
 EH2999'IT PROJECTS 8 INCHES AND IS STAMPED LANGFORD NO.1, 1940.
 EH2999'
 EH2999'REFERENCE MARK NO.2 IS ON THE SHOULDER OF THE ROAD, 18 FEET
 EH2999'N OF THE CENTER LINE, AND AT ABOUT THE SAME ELEVATION AS THE
 EH2999'STATION.  IT PROJECTS 8 INCHES AND IS STAMPED LANGFORD NO.2,
 EH2999'1940.
 EH2999'
 EH2999'THE AZIMUTH MARK IS 0.25 MILE W OF THE STATION, 50 FEET S OF
 EH2999'THE CENTER LINE OF THE ROAD AND IN LINE WITH A ROW OF TELEPHONE
 EH2999'POLES.  THERE IS A WHITE REFERENCE POST 2.5 FEET S OF THE MARK.
 EH2999'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS STAMPED LANGFORD
 EH2999'1940.
 EH2999'
 EH2999'TO REACH THE AZIMUTH MARK DRIVE W 0.25 MILE.
 EH2999'
 EH2999'THE STATION IS REACHED FROM ALTHEIMER BY FOLLOWING STATE
 EH2999'HIGHWAY 88 S AND E FOR 20.2 MILES TO A SLIGHT TURN TO THE LEFT.
 EH2999'THE STATION IS ON THE N SIDE OF THE ROAD.
 EH2999'
 EH2999'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 EH2999
 EH2999                          STATION RECOVERY (1962)
 EH2999
 EH2999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH2999'STATION MARK NOT FOUND.  R.M. 1 NOT FOUND.  R.M. 2 DESTROYED.
 EH2999'AZIMUTH MARK FOUND TILTED.
 EH2999'
 EH2999'NEW HIGHWAY CONSTRUCTUON PROBABLY DESTROYED MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1845 ***********************************************************************
 EJ1845  DESIGNATION -  LANGLEY
 EJ1845  PID         -  EJ1845
 EJ1845  STATE/COUNTY-  AR/DALLAS
 EJ1845  USGS QUAD   -  MANNING (1965)
 EJ1845
 EJ1845                         *CURRENT SURVEY CONTROL
 EJ1845  ___________________________________________________________________
 EJ1845* NAD 83(1997)-  34 03 52.27988(N)    092 52 02.11405(W)     ADJUSTED  
 EJ1845* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 EJ1845  ___________________________________________________________________
 EJ1845  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 EJ1845  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EJ1845
 EJ1845  HORZ ORDER  -  FIRST
 EJ1845
 EJ1845.The horizontal coordinates were established by classical geodetic methods
 EJ1845.and adjusted by the National Geodetic Survey in September 1999..
 EJ1845
 EJ1845.The orthometric height was scaled from a topographic map.
 EJ1845
 EJ1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1845
 EJ1845.The geoid height was determined by GEOID03.
 EJ1845
 EJ1845;                    North         East     Units Scale Factor Converg.
 EJ1845;SPC AR S     -   555,378.295   319,947.036   MT  0.99991861   -0 29 07.4
 EJ1845;SPC AR S     - 1,822,103.62  1,049,692.90   sFT  0.99991861   -0 29 07.4
 EJ1845;UTM  15      - 3,769,318.056   512,249.542   MT  0.99960185   +0 04 27.7
 EJ1845
 EJ1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1845!SPC AR S     -   0.99998486  x   0.99991861  =   0.99990347
 EJ1845!UTM  15      -   0.99998486  x   0.99960185  =   0.99958671
 EJ1845
 EJ1845|---------------------------------------------------------------------|
 EJ1845| PID    Reference Object                     Distance      Geod. Az  |
 EJ1845|                                                           dddmmss.s |
 EJ1845| CY6861 LANGLEY RM 1                         29.965 METERS 10625     |
 EJ1845| DL1419 LOOKOUT TOWER 35 AFC                APPROX.17.3 KM 1492622.3 |
 EJ1845| DL1414 SPARKMAN MUNICIPAL TANK             APPROX.16.6 KM 1734023.6 |
 EJ1845| CY6860 LANGLEY AZ MK                                      2381822.2 |
 EJ1845| CY6862 LANGLEY RM 2                         33.849 METERS 24735     |
 EJ1845| EJ1981 DALLAS LITTLE ROCK AWY BCN 23       APPROX.34.4 KM 2600444.0 |
 EJ1845| EJ1979 ARKADELPHIA FED COMP WHSE TANK      APPROX.18.1 KM 2870828.2 |
 EJ1845| EJ1976 AIRWAY BCN ARKADELPHIA MUN APT      APPROX.16.5 KM 2923207.0 |
 EJ1845| EJ1846 ARKANSAS FORESTRY COMM LOT 56       APPROX. 6.1 KM 3525859.0 |
 EJ1845|---------------------------------------------------------------------|
 EJ1845
 EJ1845                          SUPERSEDED SURVEY CONTROL
 EJ1845
 EJ1845  NAD 83(1986)-  34 03 52.28971(N)    092 52 02.10535(W) AD(       ) 1
 EJ1845  NAD 27      -  34 03 51.93434(N)    092 52 01.50272(W) AD(       ) 1
 EJ1845
 EJ1845.Superseded values are not recommended for survey control.
 EJ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1845.See file dsdata.txt to determine how the superseded data were derived.
 EJ1845
 EJ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1225069318(NAD 83)
 EJ1845_MARKER: DS = TRIANGULATION STATION DISK
 EJ1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1845
 EJ1845  HISTORY     - Date     Condition        Report By
 EJ1845  HISTORY     - 1941     MONUMENTED       CGS
 EJ1845  HISTORY     - 1964     GOOD             CGS
 EJ1845
 EJ1845                          STATION DESCRIPTION
 EJ1845
 EJ1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1845'STATION IS IN THE NW 1/4 OF SECTION 5, T 8 S, R 17 W, AND
 EJ1845'ABOUT 1.2 MILES E OF THE CLARK-DALLAS COUNTY LINE, 2 MILES
 EJ1845'N AND 1 MILE E OF DALARK ON PROPERTY NOW OWNED BY THE FEDERAL
 EJ1845'LAND BANK.
 EJ1845'
 EJ1845'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1845'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1845'
 EJ1845'THE STATION MARK IS STAMPED LANGLEY 1941 AND PROJECTS 8
 EJ1845'INCHES.  IT IS 20 FEET N OF THE CENTER OF A DIRT ROAD, 30
 EJ1845'FEET W OF A TRIANGULAR-BLAZED 20-INCH OAK TREE AND 5 FEET
 EJ1845'N OF A WHITE REFERENCE POST.
 EJ1845'
 EJ1845'REFERENCE MARK NO.1 IS STAMPED LANGLEY NO.1, 1941 AND PROJECTS
 EJ1845'6 INCHES.  IT IS 12 FEET S OF THE CENTER OF A DIRT ROAD, 36
 EJ1845'FEET SE OF A 24-INCH OAK TREE AND 45 FEET SW OF A 24-INCH
 EJ1845'OAK TREE.
 EJ1845'
 EJ1845'REFERENCE MARK NO.2 IS STAMPED LANGLEY NO.2, 1941 AND PROJECTS
 EJ1845'6 INCHES.  IT IS 15 FEET S OF THE CENTER OF A DIRT ROAD AND
 EJ1845'6 FEET W OF A 6-INCH PINE TREE.
 EJ1845'
 EJ1845'THE AZIMUTH MARK IS STAMPED LANGLEY 1941 AND PROJECTS 10
 EJ1845'INCHES.  IT IS 3.5 FEET N OF A WHITE REFERENCE POST, 18
 EJ1845'FEET W OF THE CENTER OF A DIRT ROAD, 34 FEET N OF AN 18-INCH
 EJ1845'PINE TREE AND 22 FEET S OF A 10-INCH PINE TREE.
 EJ1845'
 EJ1845'TO REACH THE STATION FROM THE TOWN OF DALARK, AT THE PEARSON
 EJ1845'STORE AND GAS PUMP, GO N, E AND N 0.45 MILE TO WHERE THE
 EJ1845'MAIN ROAD TURNS RIGHT, E, KEEP STRAIGHT AHEAD, N, AND GO
 EJ1845'1.6 MILES TO THE AZIMUTH MARK ON THE LEFT (JUST AFTER PASSING
 EJ1845'A SHARP TURN LEFT), CONTINUE ON MAIN ROAD 1 MILE TO A
 EJ1845'TRIANGULAR-BLAZED OAK TREE ON THE LEFT SIDE OF THE ROAD
 EJ1845'AND STATION.
 EJ1845'
 EJ1845'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 EJ1845
 EJ1845                          STATION RECOVERY (1964)
 EJ1845
 EJ1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1845'NO MEASUREMENTS BETWEEN RMS TREES ON LINE.
 EJ1845'
 EJ1845'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EJ1845'THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  DUE
 EJ1845'TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 EJ1845'
 EJ1845'THE STATION IS ABOUT 2 MILES NORTH AND 1 MILE EAST OF DALARK,
 EJ1845'1.2 MILES EAST OF THE DALLAS-CLARK COUNTY LINE, IN THE NORTHWEST
 EJ1845'1/4 OF SECTION 5, T 8 S, R 17 W. AND ON THE PROPERTY OF
 EJ1845'THE STURGIS LUMBER CO.  IT IS 5 FEET WEST OF A WITNESS
 EJ1845'POST, 20 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 EJ1845'31 FEET WEST OF A 36 INCH OAK TREE AND 48 FEET NORTHEAST OF
 EJ1845'A 24 INCH OAK TREE.  THE MONUMENT PROJECTS 7 INCHES AND
 EJ1845'THE DISK IS STAMPED LANGLEY 1941.
 EJ1845'
 EJ1845'TO REACH FROM THE CROSSROADS JUST WEST OF THE METHODIST
 EJ1845'CHURCH IN DALARK, GO NORTH ON A PAVED ROAD FOR 0.1 MILE
 EJ1845'TO A CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON THE PAVED
 EJ1845'ROAD FOR 0.3 MILE TO WHERE THE PAVED ROAD TURNS SHARP RIGHT
 EJ1845'AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE
 EJ1845'NORTH-EAST AND NORTH ON THE NORROW GRAVELED ROAD FOR 1.6
 EJ1845'MILES TO THE AZIMUTH MARK ON THE LEFT JUST NORTH OF A CURVE
 EJ1845'IN THE ROAD.  CONTINUE NORTH AND EAST ON THE GRAVELED ROAD
 EJ1845'FOR 0.65 MILE TO SOME FARM BUILDINGS ON THE LEFT.  CONTINUE
 EJ1845'EAST ON THE GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE
 EJ1845'LEFT.
 EJ1845'
 EJ1845'REFERENCE MARK 1 IS 13 FEET SOUTH OF THE CENTERLINE OF THE
 EJ1845'GRAVELED ROAD, 17 FEET SOUTHWEST OF THE INTERSECTION OF THE
 EJ1845'GRAVELED ROAD AND A WOODS ROAD NORTH AND 40 FEET SOUTHEAST
 EJ1845'OF A 40 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND
 EJ1845'THE DISK IS STAMPED LANGLEY NO 1 1941.
 EJ1845'
 EJ1845'REFERENCE MARK 2 IS 5 FEET WEST OF A 10 INCH PINE TREE, 7
 EJ1845'FEET NORTHEAST OF A 12 INCH TRIPLE TRUNK OAK TREE AND 15
 EJ1845'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 EJ1845'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED LANGLEY
 EJ1845'NO 2 1941.
 EJ1845'
 EJ1845'THE AZIMUTH MARK IS 3 FEET NORTH OF A WITNESS POST, 4 FEET
 EJ1845'NORTHEAST OF AN 8 INCH PINE TREE, 20 FEET WEST OF THE CENTERLINE
 EJ1845'OF A GRAVELED ROAD AND 37 FEET WEST OF A WIRE FENCE.  THE
 EJ1845'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED LANGLEY
 EJ1845'1941.
 EJ1845'
 EJ1845'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2829 ***********************************************************************
 EH2829  DESIGNATION -  LANGUILLE
 EH2829  PID         -  EH2829
 EH2829  STATE/COUNTY-  AR/LEE
 EH2829  USGS QUAD   -  SOUDAN (1984)
 EH2829
 EH2829                         *CURRENT SURVEY CONTROL
 EH2829  ___________________________________________________________________
 EH2829* NAD 83(1997)-  34 45 06.24128(N)    090 43 23.13873(W)     ADJUSTED  
 EH2829* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 EH2829  ___________________________________________________________________
 EH2829  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 EH2829  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH2829
 EH2829  HORZ ORDER  -  FIRST
 EH2829
 EH2829.The horizontal coordinates were established by classical geodetic methods
 EH2829.and adjusted by the National Geodetic Survey in September 1999..
 EH2829
 EH2829.The orthometric height was scaled from a topographic map.
 EH2829
 EH2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2829
 EH2829.The geoid height was determined by GEOID03.
 EH2829
 EH2829;                    North         East     Units Scale Factor Converg.
 EH2829;SPC AR S     -   631,996.448   516,913.964   MT  0.99999670   +0 42 52.8
 EH2829;SPC AR S     - 2,073,475.01  1,695,908.56   sFT  0.99999670   +0 42 52.8
 EH2829;SPC AR N     -    47,176.946   516,918.857   MT  1.00004066   +0 44 34.9
 EH2829;SPC AR N     -   154,779.70  1,695,924.62   sFT  1.00004066   +0 44 34.9
 EH2829;SPC MS W     -   582,401.453   664,314.009   MT  0.99996569   -0 13 19.8
 EH2829;SPC MS W     - 1,910,762.10  2,179,503.54   sFT  0.99996569   -0 13 19.8
 EH2829;UTM  15      - 3,847,873.138   708,416.392   MT  1.00013541   +1 17 54.1
 EH2829
 EH2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2829!SPC AR S     -   0.99998649  x   0.99999670  =   0.99998319
 EH2829!SPC AR N     -   0.99998649  x   1.00004066  =   1.00002715
 EH2829!SPC MS W     -   0.99998649  x   0.99996569  =   0.99995218
 EH2829!UTM  15      -   0.99998649  x   1.00013541  =   1.00012190
 EH2829
 EH2829:                Primary Azimuth Mark                     Grid Az
 EH2829:SPC AR S     -  LANGUILLE AZ MK                          005 08 54.2
 EH2829:SPC AR N     -  LANGUILLE AZ MK                          005 07 12.1
 EH2829:SPC MS W     -  LANGUILLE AZ MK                          006 05 06.8
 EH2829:UTM  15      -  LANGUILLE AZ MK                          004 33 52.9
 EH2829
 EH2829|---------------------------------------------------------------------|
 EH2829| PID    Reference Object                     Distance      Geod. Az  |
 EH2829|                                                           dddmmss.s |
 EH2829| CY6863 LANGUILLE AZ MK                                    0055147.0 |
 EH2829| CY6864 LANGUILLE RM 1                       22.488 METERS 02811     |
 EH2829| CY6866 LANGUILLE RM 3                       21.711 METERS 26259     |
 EH2829| EH2890 MARIANNA FED COMP CO WATER TK       APPROX. 5.1 KM 3033104.1 |
 EH2829| EH2891 MARIANNA MUNICIPAL TANK             APPROX. 4.7 KM 3033504.9 |
 EH2829| CY6865 LANGUILLE RM 2                       25.727 METERS 32019     |
 EH2829|---------------------------------------------------------------------|
 EH2829
 EH2829                          SUPERSEDED SURVEY CONTROL
 EH2829
 EH2829  NAD 83(1997)-  34 45 06.24314(N)    090 43 23.13721(W) AD(       ) 1
 EH2829  NAD 83(1997)-  34 45 06.24449(N)    090 43 23.13621(W) AD(       ) 1
 EH2829  NAD 83(1986)-  34 45 06.24875(N)    090 43 23.13646(W) AD(       ) 1
 EH2829  NAD 27      -  34 45 05.89550(N)    090 43 22.73660(W) AD(       ) 1
 EH2829
 EH2829.Superseded values are not recommended for survey control.
 EH2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2829.See file dsdata.txt to determine how the superseded data were derived.
 EH2829
 EH2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0841647873(NAD 83)
 EH2829_MARKER: DS = TRIANGULATION STATION DISK
 EH2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2829
 EH2829  HISTORY     - Date     Condition        Report By
 EH2829  HISTORY     - 1953     MONUMENTED       CGS
 EH2829  HISTORY     - 1963     GOOD             CGS
 EH2829
 EH2829                          STATION DESCRIPTION
 EH2829
 EH2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2829'THE STATION IS ABOUT 3 MILES EAST-SOUTHEAST OF MARIANNA
 EH2829'NEAR THE TOP OF A HIGH HILL.  IT IS 41.0 FEET WEST-NORTHWEST
 EH2829'OF A FENCE CORNER POST AND 33.0 FEET NORTHEAST OF THE CENTER
 EH2829'OF STATE ROUTE NO. 44.  IT IS SET FLUSH WITH THE SURFACE
 EH2829'OF THE GROUND AND IS STAMPED LANGUILLE 1953.
 EH2829'
 EH2829'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTH SLOPE OF THE
 EH2829'HILL ABOUT 3 FEET BELOW THE ELEVATION OF THE STATION AND
 EH2829'1.0 FOOT WEST OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED
 EH2829'LANGUILLE NO 1 1953.
 EH2829'
 EH2829'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF
 EH2829'THE HILL ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION,
 EH2829'35.0 FEET EAST OF THE CENTER OF STATE ROUTE NO. 44 AND 1.0
 EH2829'FOOT NORTHEAST OF A WITNESS POST.  IT PROJECTS 5 INCHES
 EH2829'AND IS STAMPED LANGUILLE NO 2 1953.
 EH2829'
 EH2829'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 EH2829'MARK NO. 2 IS 88.7 FEET.
 EH2829'
 EH2829'THE AZIMUTH MARK IS LOCATED ON THE GROUNDS OF A DEPARTMENT
 EH2829'OF AGRICULTURE STATION, 106.0 FEET NORTHEAST OF THE CORNER
 EH2829'OF A HOUSE, 27.0 FEET SOUTH OF THE EDGE OF A CUT BANK, 2.0
 EH2829'FEET EAST OF A FENCE CORNER AND 2.0 FEET EAST OF A WITNESS
 EH2829'POST.  IT PROJECTS 5 INCHES AND IS STAMPED LANGUILLE 1953.
 EH2829'
 EH2829'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 EH2829'IN MARIANNA, GO SOUTH ON STATE ROUTE NO. 44 FOR 0.45 MILE
 EH2829'TO WHERE THE HIGHWAY TURNS LEFT, HERE TURN LEFT AND GO EAST
 EH2829'ON STATE ROUTE NO. 44 FOR 2.05 MILES TO THE TOP OF THE HILL
 EH2829'WHERE THE HIGHWAY TURNS RIGHT AT A CROSSROAD, TURN RIGHT
 EH2829'ON STATE ROUTE NO. 44 AND GO SOUTHERLY FOR 0.45 MILE TO A
 EH2829'POINT WHERE THE HIGHWAY BEARS LEFT AND THE STATION ON THE
 EH2829'LEFT AS DESCRIBED.
 EH2829'
 EH2829'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 EH2829'STATE ROUTE NO. 44 TO A CROSSROAD WHERE THE HIGHWAY TURNS
 EH2829'RIGHT, HERE CONTINUE NORTH ON A GRADED ROAD FOR ABOUT 60
 EH2829'YARDS TO A ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.05 MILE
 EH2829'TO A ROAD RIGHT LEADING INTO THE YARD OF A DEPARTMENT OF
 EH2829'AGRICULTURE STATION, TURN RIGHT INTO THE YARD AND THE MARK
 EH2829'ON THE LEFT NEAR A NORTHWEST FENCE CORNER AS DESCRIBED.
 EH2829'
 EH2829'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2829
 EH2829                          STATION RECOVERY (1963)
 EH2829
 EH2829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 EH2829'THIS STATION WAS RECOVERED AS STATE HIGHWAY 44, LEADING PAST
 EH2829'THE STATION, WAS BEING REBUILT.  THE HIGHWAY IS BEING REROUTED
 EH2829'IN THE VICINITY OF THE STATION AND WILL PASS TO THE NORTHEAST
 EH2829'OF THE STATION SITE.  THE STATION, R.M. NO. 1 AND THE AZIMUTH
 EH2829'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  R.M. NO.
 EH2829'2 HAD BEEN DESTROYED SO ONE NEW REFERENCE MARK WAS ESTABLISHED.
 EH2829'
 EH2829'THE STATION IS ON THE INSIDE OF A CURVE OF THE OLD HIGHWAY
 EH2829'AND IT WILL BE ABOUT 156 FEET SOUTHWEST OF THE CENTERLINE
 EH2829'OF THE NEW HIGHWAY AND ABOUT 90 FEET SOUTHWEST OF THE SOUTHWEST
 EH2829'EDGE OF THE RIGHT OF WAY.  THE MARK IS FLUSH WITH THE GROUND.
 EH2829'
 EH2829'R.M. NO. 1 IS NORTH-NORTHEAST OF THE STATION AND ABOUT 110
 EH2829'FEET SOUTHWEST OF THE CENTERLINE OF THE NEW HIGHWAY.
 EH2829'
 EH2829'R.M. NO. 3 IS WEST OF THE STATION, ABOUT 6 FEET SOUTHWEST
 EH2829'OF THE ROAD BANK AT THE SOUTHWEST EDGE OF THE OLD HIGHWAY
 EH2829'CUT.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EH2829'LANGUILLE NO 3 1953.
 EH2829'
 EH2829'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EH2829'CONDITION.
 EH2829'
 EH2829'TO REACH THE STATION FROM MARIANNA, FROM THE SOUTHWEST CORNER
 EH2829'OF THE SQUARE, GO SOUTH ON STATE HIGHWAY 44 FOR 0.45 MILE
 EH2829'TO A LEFT TURN IN HIGHWAY, TURN LEFT AND GO EASTERLY FOR
 EH2829'ABOUT 2.15 MILES TO FORKS WHERE HIGHWAY BEARS RIGHT, (TO
 EH2829'REACH AZIMUTH MARK FROM THIS POINT CONTINUE EAST FOR ABOUT
 EH2829'0.1 MILE TO MARK ON RIGHT), BEAR RIGHT ON HIGHWAY AND CONTINUE
 EH2829'FOR ABOUT 0.5 MILE TO STATION ON RIGHT BETWEEN RIGHT OF WAYS
 EH2829'OF OLD AND NEW HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1469 ***********************************************************************
 FF1469  DESIGNATION -  LARD
 FF1469  PID         -  FF1469
 FF1469  STATE/COUNTY-  AR/WHITE
 FF1469  USGS QUAD   -  BEEBE (1994)
 FF1469
 FF1469                         *CURRENT SURVEY CONTROL
 FF1469  ___________________________________________________________________
 FF1469* NAD 83(1986)-  35 03 15.     (N)    091 54 13.     (W)     SCALED    
 FF1469* NAVD 88     -        66.43   (+/-2cm)     217.9    (feet)  VERTCON   
 FF1469  ___________________________________________________________________
 FF1469  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1469
 FF1469  VERT ORDER  -  ? (See Below)
 FF1469
 FF1469.The horizontal coordinates were scaled from a topographic map and have
 FF1469.an estimated accuracy of +/- 6 seconds.
 FF1469
 FF1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1469.The vertical order pertains to the NGVD 29 superseded value.
 FF1469
 FF1469.The geoid height was determined by GEOID03.
 FF1469
 FF1469;                    North         East    Units  Estimated Accuracy
 FF1469;SPC AR N     -    79,980.      408,790.      MT  (+/- 180 meters Scaled)
 FF1469
 FF1469                          SUPERSEDED SURVEY CONTROL
 FF1469
 FF1469  NGVD 29 (??/??/??)   66.415  (m)          217.90   (f) ADJUSTED    ?  
 FF1469
 FF1469.Superseded values are not recommended for survey control.
 FF1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1469.See file dsdata.txt to determine how the superseded data were derived.
 FF1469
 FF1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU999795(NAD 83)
 FF1469_MARKER: DD = SURVEY DISK
 FF1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1469_STAMPING: LARD 1934
 FF1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1469+STABILITY: SURFACE MOTION
 FF1469
 FF1469  HISTORY     - Date     Condition        Report By
 FF1469  HISTORY     - 1934     MONUMENTED       ARGS
 FF1469  HISTORY     - 1955     GOOD             CGS
 FF1469
 FF1469                          STATION DESCRIPTION
 FF1469
 FF1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1469'1.7 MI SW FROM BEEBE.
 FF1469'1.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1469'STATION AT BEEBE, 66 FEET NORTHWEST OF POLE 314+18, 30 FEET
 FF1469'NORTH OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A
 FF1469'SIGNAL, 22.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FF1469'NORTHWEST TRACK, AND 25 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 FF1469'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED LARD 1934 AND SET
 FF1469'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0874 ***********************************************************************
 GF0874  DESIGNATION -  LARUE
 GF0874  PID         -  GF0874
 GF0874  STATE/COUNTY-  AR/BENTON
 GF0874  USGS QUAD   -  WAR EAGLE (1976)
 GF0874
 GF0874                         *CURRENT SURVEY CONTROL
 GF0874  ___________________________________________________________________
 GF0874* NAD 83(1997)-  36 18 46.85003(N)    093 59 02.38229(W)     ADJUSTED  
 GF0874* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 GF0874  ___________________________________________________________________
 GF0874  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GF0874  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GF0874
 GF0874  HORZ ORDER  -  SECOND
 GF0874
 GF0874.The horizontal coordinates were established by classical geodetic methods
 GF0874.and adjusted by the National Geodetic Survey in September 1999..
 GF0874
 GF0874.The orthometric height was scaled from a topographic map.
 GF0874
 GF0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0874
 GF0874.The geoid height was determined by GEOID03.
 GF0874
 GF0874;                    North         East     Units Scale Factor Converg.
 GF0874;SPC AR N     -   221,432.791   221,834.345   MT  1.00001672   -1 09 16.1
 GF0874;SPC AR N     -   726,484.08    727,801.51   sFT  1.00001672   -1 09 16.1
 GF0874;UTM  15      - 4,019,116.401   411,665.342   MT  0.99969614   -0 34 57.9
 GF0874
 GF0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0874!SPC AR N     -   0.99993738  x   1.00001672  =   0.99995410
 GF0874!UTM  15      -   0.99993738  x   0.99969614  =   0.99963354
 GF0874
 GF0874:                Primary Azimuth Mark                     Grid Az
 GF0874:SPC AR N     -  LARUE AZ MK                              091 54 51.0
 GF0874:UTM  15      -  LARUE AZ MK                              091 20 32.8
 GF0874
 GF0874|---------------------------------------------------------------------|
 GF0874| PID    Reference Object                     Distance      Geod. Az  |
 GF0874|                                                           dddmmss.s |
 GF0874| CI1847 LARUE AZ MK                                        0904534.9 |
 GF0874| CI1849 LARUE RM 1                           16.788 METERS 24110     |
 GF0874| CI1850 LARUE RM 2                           18.404 METERS 32556     |
 GF0874|---------------------------------------------------------------------|
 GF0874
 GF0874                          SUPERSEDED SURVEY CONTROL
 GF0874
 GF0874  NAD 83(1997)-  36 18 46.85882(N)    093 59 02.38214(W) AD(       ) 2
 GF0874  NAD 83(1997)-  36 18 46.86129(N)    093 59 02.38391(W) AD(       ) 2
 GF0874  NAD 83(1986)-  36 18 46.86157(N)    093 59 02.38367(W) AD(       ) 2
 GF0874  NAD 27      -  36 18 46.59660(N)    093 59 01.66650(W) AD(       ) 2
 GF0874
 GF0874.Superseded values are not recommended for survey control.
 GF0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0874.See file dsdata.txt to determine how the superseded data were derived.
 GF0874
 GF0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1166519116(NAD 83)
 GF0874_MARKER: DS = TRIANGULATION STATION DISK
 GF0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0874
 GF0874  HISTORY     - Date     Condition        Report By
 GF0874  HISTORY     - 1961     MONUMENTED       CGS
 GF0874  HISTORY     - 1964     GOOD             CGS
 GF0874  HISTORY     - 1988     GOOD             USPSQD
 GF0874  HISTORY     - 20030413 GOOD             GEOCAC
 GF0874
 GF0874                          STATION DESCRIPTION
 GF0874
 GF0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0874'ABOUT 15 MILES SOUTHWEST OF EUREKA SPRINGS, ABOUT 7-1/2
 GF0874'MILES EAST AND 1-1/4 MILES SOUTH OF ROGERS, ABOUT 3 MILES
 GF0874'SOUTHWEST OF THE VILLAGE OF LARUE, IN THE SOUTH PART OF
 GF0874'SEC. 17, T. 19 N., R. 28 W., AND ON THE PROPERTY OF MR. HARRY
 GF0874'E. LEGENDRE.  IT IS 60 FEET EAST OF THE CENTERLINE OF A
 GF0874'GRAVELED ROAD, 57 FEET NORTHEAST OF A WITNESS POST AND 48
 GF0874'FEET EAST OF A WIRE FENCE AND AN 8 INCH PINE TREE WITH A
 GF0874'TRIANGULAR BLAZE ON ITS WEST SIDE.  THE MONUMENT IS FLUSH
 GF0874'AND THE DISK IS STAMPED LARUE 1961.
 GF0874'
 GF0874'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 23 ABOUT
 GF0874'11 MILES SOUTH OF EUREKA SPRINGS, GO WESTERLY ON HIGHWAY
 GF0874'12 (GRAVELED) FOR 6.3 MILES TO THE JUNCTION WITH STATE HIGHWAY
 GF0874'45.  CONTINUE WESTERLY ON HIGHWAY 12 FOR 7.3 MILES TO THE
 GF0874'LOOKOUT GROCERY STORE AND SERVICE STATION ON THE RIGHT.
 GF0874'CONTINUE WESTERLY ON HIGHWAY 12 FOR 5.65 MILES TO THE TOP
 GF0874'OF A HILL AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GF0874'NORTHWEST ON HIGHWAY 12 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 GF0874'LEFT AND GO WEST AND SOUTH ON A GRAVELED ROAD FOR 0.2
 GF0874'MILE TO A TRIANGULAR BLAZED PINE TREE AND THE STATION
 GF0874'ON THE LEFT.
 GF0874'
 GF0874'REFERENCE MARK 1 IS 45 FEET SOUTH OF THE PINE TREE WITH THE
 GF0874'TRIANGULAR BLAZE, 16 FEET EAST OF THE CENTERLINE OF THE
 GF0874'GRAVELED ROAD, 2 FEET NORTH OF THE WITNESS POST AND 1 FOOT
 GF0874'EAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GF0874'IS STAMPED LARUE NO 1 1961.
 GF0874'
 GF0874'REFERENCE MARK 2 IS 33 FEET NORTH OF THE PINE TREE WITH
 GF0874'THE TRIANGULAR BLAZE, 19 FEET EAST OF THE CENTERLINE OF
 GF0874'THE GRAVELED ROAD AND 2 FEET EAST OF THE WIRE FENCE.  THE
 GF0874'MONUMENT IS FLUSH AND THE DISK IS STAMPED LARUE NO 2 1961.
 GF0874'
 GF0874'THE AZIMUTH MARK IS 63 FEET NORTHEAST OF THE CENTER OF A
 GF0874'FIELD ENTRANCE, 27 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 GF0874'12, 10 FEET NORTHWEST OF A 16 INCH OAK TREE AND 2 FEET NORTH
 GF0874'OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 GF0874'DISK IS STAMPED LARUE 1961.
 GF0874'
 GF0874'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0874
 GF0874                          STATION RECOVERY (1964)
 GF0874
 GF0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 GF0874'THE STATION WAS VISITED 11-20-64 AND THE STATION MARK, AZIMUTH
 GF0874'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 GF0874'CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS
 GF0874'DATE.  THIS WAS DONE BY SETING A NEW AZIMUTH MARK ON LINE
 GF0874'AND 147.0 FEET TOWARD THE STATION FROM THE ORIGINAL MARK.
 GF0874'THE 1961 DESCRIPTION FOR THE STATION BY R.B.R. IS ADEQUATE
 GF0874'WITH THE FOLLOWING NEW DESCRIPTION FOR THE RESET AZIMUTH
 GF0874'MARK.
 GF0874'
 GF0874'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 40 FEET
 GF0874'SOUTHEAST OF THE CENTERLINE OF A SURFACED ROAD, 184 FEET
 GF0874'NORTHWEST OF A GATE AND TOP OF THE HILL, 56 FEET EAST OF A
 GF0874'TWIN SCRUB OAK TREE AND 1 FOOT SOUTHEAST OF A FENCE LINE AND
 GF0874'A METAL WITNESS POST.  IT IS ON THE NORTHWEST SLOPE OF THE
 GF0874'HILL.  IT IS A STANDARD DISK STAMPED LARUE 1961 RESET 1964,
 GF0874'SET IN THE TOP OF A CONCRETE POST.
 GF0874'
 GF0874'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0874
 GF0874                          STATION RECOVERY (1988)
 GF0874
 GF0874'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0874'RECOVERED IN GOOD CONDITION.
 GF0874
 GF0874                          STATION RECOVERY (2003)
 GF0874
 GF0874'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GF0874'ONLY STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1555 ***********************************************************************
 DL1555  DESIGNATION -  LASSETER
 DL1555  PID         -  DL1555
 DL1555  STATE/COUNTY-  AR/HEMPSTEAD
 DL1555  USGS QUAD   -  HOPE (1978)
 DL1555
 DL1555                         *CURRENT SURVEY CONTROL
 DL1555  ___________________________________________________________________
 DL1555* NAD 83(1997)-  33 38 38.44882(N)    093 33 08.19248(W)     ADJUSTED  
 DL1555* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 DL1555  ___________________________________________________________________
 DL1555  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DL1555  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL1555
 DL1555  HORZ ORDER  -  FIRST
 DL1555
 DL1555.The horizontal coordinates were established by classical geodetic methods
 DL1555.and adjusted by the National Geodetic Survey in September 1999..
 DL1555
 DL1555.The orthometric height was scaled from a topographic map.
 DL1555
 DL1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1555
 DL1555.The geoid height was determined by GEOID03.
 DL1555
 DL1555;                    North         East     Units Scale Factor Converg.
 DL1555;SPC AR S     -   509,491.645   256,011.836   MT  0.99994154   -0 52 07.7
 DL1555;SPC AR S     - 1,671,557.17    839,932.17   sFT  0.99994154   -0 52 07.7
 DL1555;UTM  15      - 3,722,822.800   448,786.464   MT  0.99963233   -0 18 21.5
 DL1555
 DL1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1555!SPC AR S     -   0.99998209  x   0.99994154  =   0.99992363
 DL1555!UTM  15      -   0.99998209  x   0.99963233  =   0.99961443
 DL1555
 DL1555:                Primary Azimuth Mark                     Grid Az
 DL1555:SPC AR S     -  PRESCOTT MUNICIPAL TANK                  042 24 47.3
 DL1555:UTM  15      -  PRESCOTT MUNICIPAL TANK                  041 51 01.1
 DL1555
 DL1555|---------------------------------------------------------------------|
 DL1555| PID    Reference Object                     Distance      Geod. Az  |
 DL1555|                                                           dddmmss.s |
 DL1555| DL1452 PRESCOTT MUNICIPAL TANK             APPROX.23.6 KM 0413239.6 |
 DL1555| CX6631 LASSETER RM 1                        31.179 METERS 14840     |
 DL1555| DL1565 TEXARKANA MEMPHIS AWY BCN 19        APPROX. 8.9 KM 2441828.7 |
 DL1555| CX6632 LASSETER RM 2                        26.385 METERS 28208     |
 DL1555| DL1554 HOPE FIRST BAP CH SPIRE             APPROX. 4.4 KM 3043128.3 |
 DL1555| DL1556 HOPE BELL TELEPHONE CO RAD TWR      APPROX. 4.5 KM 3060154.4 |
 DL1555| DL1557 HOPE MUN LT AND WTR WORKS STK       APPROX. 4.7 KM 3064245.2 |
 DL1555| CX6630 LASSETER AZ MK                                     3131619.8 |
 DL1555| DL1558 HOPE UNION COMPRESS CO TK           APPROX. 5.7 KM 3132544.9 |
 DL1555| DL1562 MORELANDS MFG PLT 1 MI N OF TK      APPROX. 6.9 KM 3193404.9 |
 DL1555|---------------------------------------------------------------------|
 DL1555
 DL1555                          SUPERSEDED SURVEY CONTROL
 DL1555
 DL1555  NAD 83(1997)-  33 38 38.45619(N)    093 33 08.18547(W) AD(       ) 1
 DL1555  NAD 83(1986)-  33 38 38.45843(N)    093 33 08.18162(W) AD(       ) 1
 DL1555  NAD 27      -  33 38 38.03300(N)    093 33 07.54400(W) AD(       ) 1
 DL1555
 DL1555.Superseded values are not recommended for survey control.
 DL1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1555.See file dsdata.txt to determine how the superseded data were derived.
 DL1555
 DL1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4878622823(NAD 83)
 DL1555_MARKER: DS = TRIANGULATION STATION DISK
 DL1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1555
 DL1555  HISTORY     - Date     Condition        Report By
 DL1555  HISTORY     - 1941     MONUMENTED       CGS
 DL1555  HISTORY     - 1950     GOOD             CGS
 DL1555  HISTORY     - 1951     GOOD             CGS
 DL1555  HISTORY     - 1963     GOOD             CGS
 DL1555
 DL1555                          STATION DESCRIPTION
 DL1555
 DL1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1555'STATION IS ABOUT 2 MILES SOUTHEAST OF HOPE, ON THE HIGHEST
 DL1555'HILL IN THE VICINITY, ON PROPERTY OF NORA CARRIGAN AND IN
 DL1555'THE SOUTHEAST QUARTER OF SECTION 2, T 13 S, R 24 W.  IT IS
 DL1555'ABOUT 0.3 MILE SOUTH OF ARKANSAS HIGHWAY 4, IN THE NORTHEAST
 DL1555'CORNER OF A FARMYARD, 84 FEET NORTHEAST OF THE NORTHEAST
 DL1555'CORNER OF THE FARM HOUSE AND 36 FEET SOUTHEAST OF THE NORTHEAST
 DL1555'CORNER OF THE YARD.  IT IS STAMPED LASSETER 1941 AND IS
 DL1555'FLUSH WITH THE SURFACE OF THE GROUND.
 DL1555'
 DL1555'R.M. NO. 1 IS WEST BY NORTH OF THE STATION, 26 FEET EAST
 DL1555'OF A NORTH-SOUTH FENCE AND 1 FOOT NORTH OF AN EAST-WEST
 DL1555'FENCE.  IT IS STAMPED LASSETER NO 1 1941 AND PROJECTS 8
 DL1555'INCHES.  R.M. NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 40
 DL1555'FEET NORTH OF THE NORTH SIDE OF THE HOUSE AND 1 FOOT SOUTH
 DL1555'OF AN EAST-WEST FENCE.  IT IS STAMPED LASSETER NO 2 1941
 DL1555'AND PROJECTS 6 INCHES.
 DL1555'
 DL1555'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION,
 DL1555'47 FEET WEST OF THE CENTER LINE OF THE ROAD TO THE STATION,
 DL1555'ABOUT 40 YARDS NORTH-NORTHEAST OF A FARM HOUSE, 6 FEET NORTH
 DL1555'OF A FENCE CORNER AND 4 FEET NORTH OF A WHITE REFERENCE
 DL1555'POST.  IT IS STAMPED LASSETER 1941 AND PROJECTS 8 INCHES.
 DL1555'
 DL1555'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND ARKANSAS
 DL1555'HIGHWAY 4 AT THE SOUTHEAST SIDE OF HOPE GO SOUTH ON ARKANSAS
 DL1555'HIGHWAY 4 FOR 1.8 MILES AND TURN RIGHT, SOUTH, OFF THE HIGHWAY
 DL1555'AT A GULF SERVICE STATION.  GO 0.1 MILE TO THE AZIMUTH MARK
 DL1555'ON THE WEST SIDE OF THE ROAD.  CONTINUE 0.3 MILE AND TURN
 DL1555'LEFT INTO A FARM ENTRANCE LEADING UP A HILL.  GO 0.1 MILE
 DL1555'TO THE FARM HOUSE AND THE STATION.
 DL1555'
 DL1555'A 103-FOOT SIGNAL AT DE ANN IS VISIBLE AT 50 FEET.  A 90-FOOT
 DL1555'SIGNAL AT SPG USAOD, A 103-FOOT SIGNAL AT CATS, A 103-FOOT
 DL1555'SIGNAL AT BETTS, A 90-FOOT SIGNAL AT SCHOOL AND A 113-FOOT
 DL1555'SIGNAL AT FULTON ARE VISIBLE AT 37 FEET.
 DL1555'
 DL1555'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1555
 DL1555                          STATION RECOVERY (1950)
 DL1555
 DL1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1555'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DL1555'AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 DL1555'
 DL1555'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DL1555'
 DL1555'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF HOPE
 DL1555'AND 0.3 MILE SOUTH OF STATE HIGHWAY 4 ON LAND OWNED BY NORA
 DL1555'CORRIGAN.  IT IS IN THE NORTHEAST CORNER OF FARM YARD, 84
 DL1555'FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 30 FEET
 DL1555'SOUTHWEST OF THE NORTHEAST CORNER OF YARD AND 5 FEET SOUTH
 DL1555'OF EAST-WEST FENCE LINE.  IT IS STAMPED LASSETER 1941 AND
 DL1555'SET FLUSH WITH THE SURFACE OF THE GROUND.
 DL1555'
 DL1555'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 26 FEET
 DL1555'EAST OF NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF EAST-WEST
 DL1555'FENCE LINE.  IT IS STAMPED LASSETER NO 1 1941 AND PROJECTS
 DL1555'8 INCHES.
 DL1555'
 DL1555'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 43 FEET NORTH
 DL1555'OF THE NORTHEAST CORNER OF HOUSE AND 6 FEET NORTH OF EAST-WEST
 DL1555'FENCE LINE.  IT IS STAMPED LASSETER NO 2 1941 AND PROJECTS
 DL1555'4 INCHES.
 DL1555'
 DL1555'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 120 FEET NORTHWEST
 DL1555'OF A FARM HOUSE, 6 FEET NORTH OF FENCE CORNER, 4 FEET NORTH
 DL1555'OF WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.
 DL1555'IT IS STAMPED LASSETER 1941 AND PROJECTS 4 INCHES.
 DL1555'
 DL1555'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 DL1555'AND STATE HIGHWAY 4 AT THE SOUTHEAST SIDE OF HOPE, GO SOUTH ON
 DL1555'STATE HIGHWAY 4 FOR 1.8 MILES TO T-ROAD RIGHT AT GULF SERVICE
 DL1555'STATION ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR 0.1 MILE
 DL1555'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 DL1555'ON FARM ROAD FOR 0.3 MILE TO DRIVEWAY ON THE LEFT, TURN
 DL1555'LEFT INTO DRIVEWAY AND GO UP A HILL FOR 0.1 MILE TO HOUSE
 DL1555'AND STATION AS DESCRIBED.
 DL1555'
 DL1555'OBSERVATIONS MADE FROM A 77 FOOT TOWER.
 DL1555
 DL1555                          STATION RECOVERY (1951)
 DL1555
 DL1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1555'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  THE
 DL1555'ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 DL1555'
 DL1555'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DL1555
 DL1555                          STATION RECOVERY (1963)
 DL1555
 DL1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1555'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT
 DL1555'R.M. NO. 2, WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 IS
 DL1555'PROBABLY IN PLACE BUT THE DESCRIBED LOCATION WAS UNDER A
 DL1555'WOOD PILE AT TIME OF RECOVERY.
 DL1555'
 DL1555'THE 1941 AND 1950 DESCRIPTIONS TO REACH THE STATION ARE
 DL1555'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1365 ***********************************************************************
 DK1365  DESIGNATION -  LAST
 DK1365  PID         -  DK1365
 DK1365  STATE/COUNTY-  AR/ASHLEY
 DK1365  USGS QUAD   -  WILMOT (1960)
 DK1365
 DK1365                         *CURRENT SURVEY CONTROL
 DK1365  ___________________________________________________________________
 DK1365* NAD 83(1986)-  33 07 09.     (N)    091 31 42.     (W)     SCALED    
 DK1365* NAVD 88     -        34.088  (meters)     111.84   (feet)  ADJUSTED  
 DK1365  ___________________________________________________________________
 DK1365  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DK1365  DYNAMIC HT  -          34.052 (meters)     111.72  (feet)  COMP
 DK1365  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DK1365
 DK1365  VERT ORDER  -  FIRST     CLASS II
 DK1365
 DK1365.The horizontal coordinates were scaled from a topographic map and have
 DK1365.an estimated accuracy of +/- 6 seconds.
 DK1365
 DK1365.The orthometric height was determined by differential leveling
 DK1365.and adjusted by the National Geodetic Survey in June 1991..
 DK1365
 DK1365.The geoid height was determined by GEOID03.
 DK1365
 DK1365.The dynamic height is computed by dividing the NAVD 88
 DK1365.geopotential number by the normal gravity value computed on the
 DK1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1365.degrees latitude (g = 980.6199 gals.).
 DK1365
 DK1365.The modeled gravity was interpolated from observed gravity values.
 DK1365
 DK1365;                    North         East    Units  Estimated Accuracy
 DK1365;SPC AR S     -   450,290.      444,020.      MT  (+/- 180 meters Scaled)
 DK1365
 DK1365                          SUPERSEDED SURVEY CONTROL
 DK1365
 DK1365  NGVD 29 (??/??/??)   34.192  (m)          112.18   (f) ADJUSTED    1 2
 DK1365
 DK1365.Superseded values are not recommended for survey control.
 DK1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1365.See file dsdata.txt to determine how the superseded data were derived.
 DK1365
 DK1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS372654(NAD 83)
 DK1365_MARKER: P = PIPE CAP
 DK1365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1365_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1365
 DK1365  HISTORY     - Date     Condition        Report By
 DK1365  HISTORY     - UNK      MONUMENTED       DOD
 DK1365  HISTORY     - 1939     GOOD             CGS
 DK1365
 DK1365                          STATION DESCRIPTION
 DK1365
 DK1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1365'1 MI E FROM PARKDALE.
 DK1365'BM LAST IS A PIPE FLANGE BENCH WITH BRASS CAP 6 INCHES ABOVE GROUND.
 DK1365'ON EAST SIDE OF OLD EUDORA TO PARKDALE DIRT ROAD.  ABOUT 700 FEET EAST
 DK1365'OF EUDORA TO PARKDALE HIGHWAY NO. 8.  42 FEET EAST OF NORTHEAST CORNER
 DK1365'OF UNOCCUPIED TENANT HOUSE.  11.2 FEET SOUTH OF 36 INCH COTTONWOOD
 DK1365'TREE.  AT NORTHEAST CORNER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0854 ***********************************************************************
 GE0854  DESIGNATION -  LAURATOWN
 GE0854  PID         -  GE0854
 GE0854  STATE/COUNTY-  AR/LAWRENCE
 GE0854  USGS QUAD   -  BLACK ROCK (1974)
 GE0854
 GE0854                         *CURRENT SURVEY CONTROL
 GE0854  ___________________________________________________________________
 GE0854* NAD 83(1997)-  36 01 12.51476(N)    091 05 04.03036(W)     ADJUSTED  
 GE0854* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 GE0854  ___________________________________________________________________
 GE0854  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 GE0854  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GE0854
 GE0854  HORZ ORDER  -  FIRST
 GE0854
 GE0854.The horizontal coordinates were established by classical geodetic methods
 GE0854.and adjusted by the National Geodetic Survey in September 1999..
 GE0854
 GE0854.The orthometric height was scaled from a topographic map.
 GE0854
 GE0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0854
 GE0854.The geoid height was determined by GEOID03.
 GE0854
 GE0854;                    North         East     Units Scale Factor Converg.
 GE0854;SPC AR N     -   187,524.224   482,524.013   MT  0.99996480   +0 31 57.9
 GE0854;SPC AR N     -   615,235.72  1,583,080.87   sFT  0.99996480   +0 31 57.9
 GE0854;UTM  15      - 3,987,879.792   672,609.797   MT  0.99996713   +1 07 36.3
 GE0854
 GE0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0854!SPC AR N     -   0.99999231  x   0.99996480  =   0.99995711
 GE0854!UTM  15      -   0.99999231  x   0.99996713  =   0.99995944
 GE0854
 GE0854:                Primary Azimuth Mark                     Grid Az
 GE0854:SPC AR N     -  LAURATOWN AZ MK                          092 33 33.7
 GE0854:UTM  15      -  LAURATOWN AZ MK                          091 57 55.3
 GE0854
 GE0854|---------------------------------------------------------------------|
 GE0854| PID    Reference Object                     Distance      Geod. Az  |
 GE0854|                                                           dddmmss.s |
 GE0854| CI1851 LAURATOWN AZ MK                                    0930531.6 |
 GE0854| CI1852 LAURATOWN RM 1                        7.497 METERS 23715     |
 GE0854| CI1853 LAURATOWN RM 2                       30.923 METERS 30544     |
 GE0854| GE0855 POWHATAN TEX ILL NATL GAS RAD       APPROX. 8.7 KM 3311351.5 |
 GE0854|---------------------------------------------------------------------|
 GE0854
 GE0854                          SUPERSEDED SURVEY CONTROL
 GE0854
 GE0854  NAD 83(1986)-  36 01 12.52558(N)    091 05 04.02987(W) AD(       ) 1
 GE0854  NAD 27      -  36 01 12.26700(N)    091 05 03.58500(W) AD(       ) 1
 GE0854
 GE0854.Superseded values are not recommended for survey control.
 GE0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0854.See file dsdata.txt to determine how the superseded data were derived.
 GE0854
 GE0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7261087880(NAD 83)
 GE0854_MARKER: DS = TRIANGULATION STATION DISK
 GE0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0854
 GE0854  HISTORY     - Date     Condition        Report By
 GE0854  HISTORY     - 1953     MONUMENTED       CGS
 GE0854
 GE0854                          STATION DESCRIPTION
 GE0854
 GE0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0854'THE STATION IS LOCATED 7 MILES SOUTHWEST OF HOXIE, 5 MILES
 GE0854'SOUTH OF PORTIA, 0.2 MILE EAST OF THE VILLAGE OF LAURATOWN
 GE0854'AND IN THE SOUTH EDGE OF A CULTIVATED FIELD WHICH IS OWNED
 GE0854'BY MR. JOHN K. GIBSON.  IT IS 73 FEET EAST-NORTHEAST OF A LARGE
 GE0854'WALNUT TREE WITH A TRIANGULAR BLAZE, 33 FEET NORTH OF THE
 GE0854'CENTER OF A GRAVELED ROAD AND 15 FEET NORTH OF A FENCE.  IT IS
 GE0854'STAMPED LAURATOWN 1953 AND IS 12 INCHES BELOW THE SURFACE OF
 GE0854'THE GROUND.
 GE0854'
 GE0854'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF A
 GE0854'GRAVELED ROAD, 4 FEET WEST OF A WITNESS POST AND 1 FOOT
 GE0854'NORTH OF A FENCE.  IT IS STAMPED LAURATOWN NO 1 1953 AND
 GE0854'PROJECTS 4 INCHES.
 GE0854'
 GE0854'REFERENCE MARK NO. 2 IS NEAR THE SOUTH EDGE OF A CULTIVATED
 GE0854'FIELD, 71 FEET NORTH OF A LARGE WALNUT TREE WITH A TRIANGULAR
 GE0854'BLAZE AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.  IT IS
 GE0854'STAMPED LAURATOWN NO 2 1953 AND PROJECTS 5 INCHES.
 GE0854'
 GE0854'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GE0854'NO. 2 IS 95.1 FEET.
 GE0854'
 GE0854'THE AZIMUTH MARK IS LOCATED IN THE SOUTH EDGE OF A CULTIVATED
 GE0854'FIELD, 26 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 4
 GE0854'FEET NORTH OF A FENCE AND 1.5 FEET SOUTHWEST OF A TELEPHONE
 GE0854'POLE.  IT IS STAMPED LAURATOWN 1953 AND PROJECTS 4 INCHES.
 GE0854'
 GE0854'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 GE0854'LAURATOWN, GO EAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE
 GE0854'STATION ON THE LEFT AS DESCRIBED.  CONTINUE EAST FOR 0.6 MILE
 GE0854'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GE0854'
 GE0854'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0971 ***********************************************************************
 FH0971  DESIGNATION -  LAVACA
 FH0971  PID         -  FH0971
 FH0971  STATE/COUNTY-  AR/SEBASTIAN
 FH0971  USGS QUAD   -  LAVACA (1997)
 FH0971
 FH0971                         *CURRENT SURVEY CONTROL
 FH0971  ___________________________________________________________________
 FH0971* NAD 83(1997)-  35 21 24.53054(N)    094 10 10.68624(W)     ADJUSTED  
 FH0971* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 FH0971  ___________________________________________________________________
 FH0971  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 FH0971  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 FH0971
 FH0971  HORZ ORDER  -  FIRST
 FH0971
 FH0971.The horizontal coordinates were established by classical geodetic methods
 FH0971.and adjusted by the National Geodetic Survey in September 1999..
 FH0971
 FH0971.The orthometric height was scaled from a topographic map.
 FH0971
 FH0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0971
 FH0971.The geoid height was determined by GEOID03.
 FH0971
 FH0971;                    North         East     Units Scale Factor Converg.
 FH0971;SPC AR N     -   115,718.657   202,828.655   MT  0.99994377   -1 15 45.0
 FH0971;SPC AR N     -   379,653.63    665,447.01   sFT  0.99994377   -1 15 45.0
 FH0971;UTM  15      - 3,913,241.270   393,731.793   MT  0.99973917   -0 40 36.8
 FH0971
 FH0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0971!SPC AR N     -   0.99998271  x   0.99994377  =   0.99992648
 FH0971!UTM  15      -   0.99998271  x   0.99973917  =   0.99972188
 FH0971
 FH0971:                Primary Azimuth Mark                     Grid Az
 FH0971:SPC AR N     -  LAVACA AZ MK                             020 04 41.2
 FH0971:UTM  15      -  LAVACA AZ MK                             019 29 33.0
 FH0971
 FH0971|---------------------------------------------------------------------|
 FH0971| PID    Reference Object                     Distance      Geod. Az  |
 FH0971|                                                           dddmmss.s |
 FH0971| CI1854 LAVACA AZ MK                                       0184856.2 |
 FH0971| FH0968 BEVERLY                             APPROX. 8.1 KM 0842342.9 |
 FH0971| CI1855 LAVACA RM 1                          51.790 METERS 10208     |
 FH0971| CI1856 LAVACA RM 2                          64.740 METERS 24154     |
 FH0971|---------------------------------------------------------------------|
 FH0971
 FH0971                          SUPERSEDED SURVEY CONTROL
 FH0971
 FH0971  NAD 83(1997)-  35 21 24.53758(N)    094 10 10.68252(W) AD(       ) 1
 FH0971  NAD 83(1986)-  35 21 24.53716(N)    094 10 10.67713(W) AD(       ) 1
 FH0971  NAD 27      -  35 21 24.21500(N)    094 10 09.93000(W) AD(       ) 1
 FH0971
 FH0971.Superseded values are not recommended for survey control.
 FH0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0971.See file dsdata.txt to determine how the superseded data were derived.
 FH0971
 FH0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9373213241(NAD 83)
 FH0971_MARKER: DS = TRIANGULATION STATION DISK
 FH0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0971
 FH0971  HISTORY     - Date     Condition        Report By
 FH0971  HISTORY     - 1940     MONUMENTED       CGS
 FH0971  HISTORY     - 1947     GOOD             CGS
 FH0971  HISTORY     - 1955     GOOD             CGS
 FH0971  HISTORY     - 1959     GOOD             CGS
 FH0971  HISTORY     - 1985     GOOD             DMA
 FH0971
 FH0971                          STATION DESCRIPTION
 FH0971
 FH0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0971'STATION IS LOCATED ABOUT 14 MILES E OF FORT SMITH AND 1.4
 FH0971'MILES N OF LAVACA, ON CULTIVATED LAND OWNED BY DICK WEST,
 FH0971'WHO LIVES IN LAVACA.
 FH0971'
 FH0971'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FH0971'BRONZE DISKS SET IN CONCRETE.
 FH0971'
 FH0971'THE SURFACE MARK IS STAMPED LAVACA 1940 AND PROJECTS 6 INCHES.
 FH0971'IT IS 40 FEET N OF THE CENTER OF A DIRT ROAD, 23 FEET NE
 FH0971'OF A TELEPHONE POLE, 10 FEET NW OF A WHITE REFERENCE POST
 FH0971'AND ABOUT 400 FEET NW OF THE HOME OF MR. YANCEY.
 FH0971'
 FH0971'REFERENCE MARK NO.1 IS STAMPED LAVACA NO.1, 1940 AND PROJECTS
 FH0971'6 INCHES.  IT IS 57 FEET E OF A MAIL BOX, 18 FEET S OF THE
 FH0971'CENTER OF A DIRT ROAD, 300 FEET N OF MR. YANCEYS HOUSE AND
 FH0971'IS ON THE SAME LEVEL AS THE STATION.
 FH0971'
 FH0971'REFERENCE MARK NO.2 IS STAMPED LAVACA NO.2, 1940 AND PROJECTS
 FH0971'6 INCHES.  IT IS 2 FEET E OF A FENCE CORNER, 18 FEET S OF
 FH0971'THE CENTER OF A DIRT ROAD, AND ON THE SAME LEVEL AS THE
 FH0971'STATION.
 FH0971'
 FH0971'THE AZIMUTH MARK IS LOCATED AT THE NW CORNER OF A SCHOOLYARD,
 FH0971'STAMPED LAVACA 1940 AND PROJECTS 10 INCHES.  IT IS 29 FEET
 FH0971'E OF THE CENTER OF A DIRT ROAD, 93 FEET W OF A SCHOOLHOUSE,
 FH0971'3.9 FEET E OF A WHITE REFERENCE POST, 1 FOOT S OF A FENCE,
 FH0971'AND 11 FEET E OF A FENCE CORNER.
 FH0971'
 FH0971'TO REACH THE STATION FROM LAVACA, GO E ON STATE HIGHWAY 96
 FH0971'FOR 0.4 MILE TO A DIRT ROAD LEFT, (N), TURN LEFT AND GO
 FH0971'1.45 MILES TO A SIDE ROAD LEFT, (W), (FROM THIS POINT CONTINUED
 FH0971'ON DIRT ROAD 0.3 MILE TO AZIMUTH MARK ON THE RIGHT NEAR
 FH0971'SCHOOLHOUSE) TURN LEFT AND GO A SHORT 0.1 MILE TO STATION
 FH0971'ON THE RIGHT, (N) SIDE OF ROAD.
 FH0971'
 FH0971'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH0971
 FH0971                          STATION RECOVERY (1947)
 FH0971
 FH0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (AMS)
 FH0971'STATION STAMPED LAVACA 1940 RECOVERED IN GOOD CONDITION.
 FH0971'DESCRIPTION OK EXCEPT THAT IN 1941 OR 1942 REFERENCE MARK
 FH0971'NO. 1 WAS RUN OVER BY A STEAM SHOVEL AND IS TILTED NORTH
 FH0971'CONSIDERABLY.
 FH0971
 FH0971                          STATION RECOVERY (1955)
 FH0971
 FH0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 FH0971'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED.  RM-1 IS
 FH0971'IN A DRIVEWAY AND HAS BEEN PUSHED ABOUT 1 FT. OUT OF LINE.
 FH0971'THE OTHER MARKS ARE IN GOOD CONDITION.
 FH0971'
 FH0971'NOTE- THE AZIMUTH MARK IS NOT VISIABLE FROM THE GROUND, A
 FH0971'BUILDING HAS BEEN SET ON LINE.
 FH0971
 FH0971                          STATION RECOVERY (1959)
 FH0971
 FH0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0971'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 FH0971'STATION MARK IS IN THE FRONT YARD OF THE HOME OF MR. I.B. BALLANCE,
 FH0971'ABOUT 44 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ATTACHED
 FH0971'GARAGE AND ABOUT 17 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY
 FH0971'LEADING TO THE GARAGE.  R.M. NO. 1 IS IN THE EAST EDGE OF THE
 FH0971'DRIVEWAY TO THE SOUTHEAST AND IS ABOUT FLUSH WITH THE GROUND.
 FH0971'R.M. NO. 2 RECOVERED AS DESCRIBED.
 FH0971'
 FH0971'THE AZIMUTH MARK IS IN THE NORTHWEST CORNER OF THE YARD
 FH0971'AT THE MOORSE ROCK BAPTIST CHURCH.  IT IS NO LONGER VISABLE
 FH0971'FROM THE GROUND AT THE STATION AS TWO HOUSES HAVE BEEN BUILT
 FH0971'ON LINE.
 FH0971'
 FH0971'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 FH0971
 FH0971                          STATION RECOVERY (1985)
 FH0971
 FH0971'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (TW)
 FH0971'LAVACA 1940 USC AND GS FOUND GOOD.
 FH0971'
 FH0971'LAVACA NO 2 1940 USC AND GS FOUND GOOD.
 FH0971'
 FH0971'REFERENCE MARK 1 AND AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1336 ***********************************************************************
 DL1336  DESIGNATION -  LAWSON
 DL1336  PID         -  DL1336
 DL1336  STATE/COUNTY-  AR/UNION
 DL1336  USGS QUAD   -  HARRELL BRAKE (1981)
 DL1336
 DL1336                         *CURRENT SURVEY CONTROL
 DL1336  ___________________________________________________________________
 DL1336* NAD 83(1997)-  33 15 32.82107(N)    092 25 15.04182(W)     ADJUSTED  
 DL1336* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 DL1336  ___________________________________________________________________
 DL1336  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DL1336  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL1336
 DL1336  HORZ ORDER  -  SECOND
 DL1336
 DL1336.The horizontal coordinates were established by classical geodetic methods
 DL1336.and adjusted by the National Geodetic Survey in September 1999..
 DL1336
 DL1336.The orthometric height was scaled from a topographic map.
 DL1336
 DL1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1336
 DL1336.The geoid height was determined by GEOID03.
 DL1336
 DL1336;                    North         East     Units Scale Factor Converg.
 DL1336;SPC AR S     -   465,791.915   360,785.796   MT  1.00000932   -0 14 08.0
 DL1336;SPC AR S     - 1,528,185.64  1,183,678.07   sFT  1.00000932   -0 14 08.0
 DL1336;UTM  15      - 3,680,162.797   553,943.924   MT  0.99963588   +0 19 03.5
 DL1336
 DL1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1336!SPC AR S     -   0.99999236  x   1.00000932  =   1.00000168
 DL1336!UTM  15      -   0.99999236  x   0.99963588  =   0.99962824
 DL1336
 DL1336|---------------------------------------------------------------------|
 DL1336| PID    Reference Object                     Distance      Geod. Az  |
 DL1336|                                                           dddmmss.s |
 DL1336| CY6867 LAWSON RM 1                          21.811 METERS 09916     |
 DL1336| DL1331 BEND                                APPROX.14.7 KM 1751944.6 |
 DL1336| CY6868 LAWSON RM 2                          22.764 METERS 20307     |
 DL1336| DL1339 ARTESIAN LOOKOUT TWR 3 6 AFC        APPROX.19.2 KM 3510547.8 |
 DL1336|---------------------------------------------------------------------|
 DL1336
 DL1336                          SUPERSEDED SURVEY CONTROL
 DL1336
 DL1336  NAD 83(1997)-  33 15 32.83142(N)    092 25 15.03506(W) AD(       ) 2
 DL1336  NAD 83(1986)-  33 15 32.83317(N)    092 25 15.03401(W) AD(       ) 2
 DL1336  NAD 27      -  33 15 32.38100(N)    092 25 14.51600(W) AD(       ) 2
 DL1336
 DL1336.Superseded values are not recommended for survey control.
 DL1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1336.See file dsdata.txt to determine how the superseded data were derived.
 DL1336
 DL1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5394480163(NAD 83)
 DL1336_MARKER: DS = TRIANGULATION STATION DISK
 DL1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1336
 DL1336  HISTORY     - Date     Condition        Report By
 DL1336  HISTORY     - 1952     MONUMENTED       CGS
 DL1336  HISTORY     - 1964     GOOD             CGS
 DL1336
 DL1336                          STATION DESCRIPTION
 DL1336
 DL1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1336'THE STATION IS SECTION 9, R 12W, T 16 S, ABOUT 14-1/2 MILES
 DL1336'EAST-NORTHEAST OF EL DORADO, 11 MILES NORTH-NORTHWEST OF
 DL1336'STRONG, 3/4 MILE SOUTH OF THE OUACHITA RIVER, ON THE HIGHEST
 DL1336'POINT OF A RIDGE LOCALLY KNOWN AS WILMINGTON HILLS.  THE
 DL1336'MARK IS 37 FEET NORTH OF A BLAZED 10-INCH PINE TREE, 53
 DL1336'FEET NORTH OF THE CENTER OF A TRACK ROAD, 22 FEET SOUTH
 DL1336'OF A 24-INCH PINE TREE AND 7 FEET EAST OF A WHITE 4 IN X 4
 DL1336'IN WITNESS POST.
 DL1336'
 DL1336'TO REACH THE STATION FROM THE COURTHOUSE IN EL DORADO, GO
 DL1336'EAST ON STATE HIGHWAY 15 FOR 7.0 MILES TO THE UNION HIGH
 DL1336'SCHOOL ON THE RIGHT, CONTINUE EAST ON THE MAIN ROAD FOR
 DL1336'2.3 MILES TO A Y-JUNCTION, BEAR RIGHT AND GO EASTERLY 1.3
 DL1336'MILES TO A T-JUNCTION, BEAR RIGHT AND GO NORTHEASTERLY FOR
 DL1336'0.7 MILE TO A T-JUNCTION, BEAR RIGHT AND GO EAST 1.0 MILE
 DL1336'TO A Y-JUNCTION, BEAR LEFT AND GO NORTHEAST 1.2 MILES TO A
 DL1336'Y-JUNCTION, BEAR RIGHT AND GO EAST 0.7 MILE TO A Y-JUNCTION,
 DL1336'BEAR RIGHT AND CONTINUE EAST 0.6 MILE TO A Y-JUNCTION, BEAR
 DL1336'RIGHT AND GO EASTERLY ABOUT 100 YARDS TO A SIDE ROAD ON
 DL1336'THE LEFT, CONTINUE EAST 0.3 MILE TO A TRACK ROAD ON THE
 DL1336'LEFT, AND A BLAZED TREE ON THE RIGHT, TURN LEFT AND GO
 DL1336'NORTHERLY ON A TRACK ROAD FOR 0.15 MILE TO THE HIGHEST POINT
 DL1336'AND THE STATION.
 DL1336'
 DL1336'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1336'
 DL1336'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1336'LAWSON 1952.
 DL1336'
 DL1336'REFERENCE MARK 1 IS 78 FEET SOUTHEAST OF THE WITNESS POST
 DL1336'AND 6 FEET NORTH OF THE CENTER OF THE TRACK ROAD.  THE MARK
 DL1336'PROJECTS 6 INCHES AND THE DISK IS STAMPED LAWSON NO 1 1952.
 DL1336'
 DL1336'REFERENCE MARK 2 IS 69 FEET SOUTHWEST OF THE WITNESS POST
 DL1336'AND 29 FEET NORTH OF THE CENTER OF THE TRACK ROAD.  THE MARK
 DL1336'PROJECTS 5 INCHES AND THE DISK IS STAMPED LAWSON NO 2 1952.
 DL1336'
 DL1336'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1336
 DL1336                          STATION RECOVERY (1964)
 DL1336
 DL1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1336'STATION RECOVERED AND STATION MARK AND R.M. NO. 1 FOUND IN GOOD
 DL1336'CONDITION.  R.M. NO. 2 HAS BEEN DISTURBED BUT APPEARS TO BE
 DL1336'NEAR ITS ORIGINAL POSITION.  THE STATION IS PROBABLY IN NW
 DL1336'1/4 SEC. 11, T. 17 S., R. 13 W. AND WAS DIFFICULT TO RECOVER
 DL1336'DUE TO SO MANY ROAD CHANGES.  THE STATION IS ON A SMALL KNOLL IN
 DL1336'WOODS, 20 FEET SOUTH OF A TRIANGLE-BLAZED 24-INCH PINE, 18
 DL1336'FEET SOUTHEAST OF TRIANGLE-BLAZED 14-INCH ASH AND 15 FEET
 DL1336'NORTHEAST OF TRIANGLE-BLAZED 18-INCH PINE.
 DL1336'
 DL1336'TO REACH THE STATION FROM EL DORADO, FROM THE JUNCTION OF
 DL1336'U.S. HIGHWAY 167 AND STATE HIGHWAY 15 IN EAST EDGE OF TOWN,
 DL1336'GO EAST ON STATE HIGHWAY 15 FOR 5.6 MILES TO THE UNION SCHOOL
 DL1336'ON THE RIGHT, CONTINUE EAST ON HIGHWAY FOR 4.95 MILES TO
 DL1336'A SIDE ROAD RIGHT AT A SMALL BRICK HOUSE IN SOUTHEAST ANGLE,
 DL1336'CONTINUE EAST ON HIGHWAY FOR 0.5 MILE TO A SIDE ROAD LEFT,
 DL1336'TURN LEFT AND FOLLOW MAIN ROAD FOR 0.6 MILE TO FORKS, TAKE
 DL1336'RIGHT FORK ON CONTINUE ON MAIN ROAD FOR 1.3 MILES TO A REVERSE
 DL1336'FORK ON LEFT AT SHARP CURVE IN MAIN ROAD, CONTINUE TO THE
 DL1336'RIGHT AND GO SOUTHEAST ON MAIN ROAD FOR 0.35 MILE TO A WOODS
 DL1336'ROAD ON LEFT, BEAR LEFT AND GO EAST AND NORTH ON OLD WOODS
 DL1336'ROAD FOR 0.15 MILE TO TOP OF RIDGE AND TRIANGLE BLAZED
 DL1336'12-INCH PINE TREE ON LEFT.  THE STATION IS ABOUT 50 YARDS
 DL1336'TO THE NORTHWEST OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0864 ***********************************************************************
 GF0864  DESIGNATION -  LAWSON
 GF0864  PID         -  GF0864
 GF0864  STATE/COUNTY-  AR/MADISON
 GF0864  USGS QUAD   -  HARTWELL (1973)
 GF0864
 GF0864                         *CURRENT SURVEY CONTROL
 GF0864  ___________________________________________________________________
 GF0864* NAD 83(1997)-  36 06 37.34674(N)    093 48 43.79041(W)     ADJUSTED  
 GF0864* NAVD 88     -       511.1    (meters)    1677.     (feet)  VERTCON   
 GF0864  ___________________________________________________________________
 GF0864  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 GF0864  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GF0864
 GF0864  HORZ ORDER  -  FIRST
 GF0864
 GF0864.The horizontal coordinates were established by classical geodetic methods
 GF0864.and adjusted by the National Geodetic Survey in September 1999..
 GF0864
 GF0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0864
 GF0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0864
 GF0864.The geoid height was determined by GEOID03.
 GF0864
 GF0864;                    North         East     Units Scale Factor Converg.
 GF0864;SPC AR N     -   198,653.717   236,849.393   MT  0.99997800   -1 03 16.2
 GF0864;SPC AR N     -   651,749.74    777,063.38   sFT  0.99997800   -1 03 16.2
 GF0864;UTM  15      - 3,996,496.001   426,902.970   MT  0.99966583   -0 28 43.2
 GF0864
 GF0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0864!SPC AR N     -   0.99992416  x   0.99997800  =   0.99990217
 GF0864!UTM  15      -   0.99992416  x   0.99966583  =   0.99959002
 GF0864
 GF0864:                Primary Azimuth Mark                     Grid Az
 GF0864:SPC AR N     -  LAWSON AZ MK                             034 08 55.5
 GF0864:UTM  15      -  LAWSON AZ MK                             033 34 22.5
 GF0864
 GF0864|---------------------------------------------------------------------|
 GF0864| PID    Reference Object                     Distance      Geod. Az  |
 GF0864|                                                           dddmmss.s |
 GF0864| CI1857 LAWSON AZ MK                                       0330539.3 |
 GF0864| CI1858 LAWSON RM 1                           8.911 METERS 08918     |
 GF0864| CI1859 LAWSON RM 2                           7.215 METERS 27550     |
 GF0864|---------------------------------------------------------------------|
 GF0864
 GF0864                          SUPERSEDED SURVEY CONTROL
 GF0864
 GF0864  NAD 83(1997)-  36 06 37.35807(N)    093 48 43.79072(W) AD(       ) 1
 GF0864  NAD 83(1986)-  36 06 37.35769(N)    093 48 43.79130(W) AD(       ) 1
 GF0864  NAD 27      -  36 06 37.07871(N)    093 48 43.08562(W) AD(       ) 1
 GF0864  NGVD 29 (07/19/86)  511.0    (m)         1677.     (f) VERT ANG       
 GF0864
 GF0864.Superseded values are not recommended for survey control.
 GF0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0864.See file dsdata.txt to determine how the superseded data were derived.
 GF0864
 GF0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2690396496(NAD 83)
 GF0864_MARKER: DS = TRIANGULATION STATION DISK
 GF0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0864_SP_SET: CONCRETE POST
 GF0864_STAMPING: LAWSON 1971
 GF0864_MARK LOGO: NGS   
 GF0864_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GF0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0864+STABILITY: SURFACE MOTION
 GF0864
 GF0864  HISTORY     - Date     Condition        Report By
 GF0864  HISTORY     - 1971     MONUMENTED       NGS
 GF0864  HISTORY     - 1971     GOOD             NGS
 GF0864  HISTORY     - 1988     GOOD             USPSQD
 GF0864  HISTORY     - 19921122 GOOD             NOS
 GF0864
 GF0864                          STATION DESCRIPTION
 GF0864
 GF0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0864'THE STATION IS ABOUT 5-1/2 MILES WEST OF THE VILLAGE OF HARMONY,
 GF0864'2-1/2 MILES SOUTH AND 3 MILES EAST OF HINDSVILLE, 1-1/2 MILES NORTH
 GF0864'AND 4-1/2 MILES WEST OF HUNTSVILLE, NEAR THE CENTER OF SECTION
 GF0864'25, T.  17 N., R. 27 W., ON THE NORTH SIDE OF A FARM DRIVEWAY AND
 GF0864'ON PROPERTY OF M. W. LAWSON.
 GF0864'
 GF0864'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 74 AND 68
 GF0864'IN THE WEST EDGE OF HUNTSVILLE, GO WESTERLY ON STATE HIGHWAY 68 FOR
 GF0864'5.0 MILES TO A SERVICE STATION AND CAFE ON THE RIGHT.  CONTINUE
 GF0864'WEST ON HIGHWAY FOR 0.1 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN
 GF0864'LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK
 GF0864'ON THE RIGHT.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO A
 GF0864'GRAVELED DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 GF0864'DRIVEWAY FOR 0.1 MILE TO THE STATION ON THE RIGHT JUST BEFORE
 GF0864'REACHING A FARM HOUSE ON THE LEFT.
 GF0864'
 GF0864'STATION MARKS ARE STANDARD DISKS, STAMPED LAWSON 1971.  THE SURFACE
 GF0864'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 GF0864'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 9.0 FEET NORTH OF THE
 GF0864'CENTER OF THE DRIVEWAY, 6.4 FEET SOUTHWEST OF A WITNESS POST AND
 GF0864'2.7 FEET SOUTH OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN
 GF0864'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 GF0864'
 GF0864'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAWSON NO 1 1971, SET
 GF0864'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 GF0864'WITH THE GROUND SURFACE.  IT IS 27.5 FEET NORTH-NORTHWEST OF THE
 GF0864'POWER LINE POLE, 23.8 FEET EAST OF THE WITNESS POST, 11.0 FEET NORTH
 GF0864'OF THE CENTER OF THE DRIVEWAY, 1.0 FOOT SOUTH OF THE FENCE AND ABOUT
 GF0864'THE SAME ELEVATION AS THE STATION.
 GF0864'
 GF0864'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAWSON NO 2 1971, SET
 GF0864'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 GF0864'WITH THE GROUND SURFACE.  IT IS 29.2 FEET WEST OF THE WITNESS POST,
 GF0864'11.0 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 10.0 FEET EAST OF A
 GF0864'24 INCH OAK TREE, 1.0 FOOT SOUTH OF THE FENCE AND ABOUT 1 FOOT
 GF0864'HIGHER THAN THE STATION.
 GF0864'
 GF0864'AZIMUTH MARK IS A STANDARD DISK, STAMPED LAWSON 1971, CEMENTED IN A
 GF0864'DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND SURFACE.
 GF0864'IT IS 74.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 30.0
 GF0864'FEET NORTH OF A TELEPHONE LINE POLE AND 20.0 FEET WEST OF THE
 GF0864'CENTER OF A GRAVELED ROAD.
 GF0864'
 GF0864'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GF0864
 GF0864                          STATION RECOVERY (1971)
 GF0864
 GF0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GF0864'RECOVERED IN GOOD CONDITION.
 GF0864
 GF0864                          STATION RECOVERY (1988)
 GF0864
 GF0864'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0864'RECOVERED IN GOOD CONDITION.
 GF0864
 GF0864                          STATION RECOVERY (1992)
 GF0864
 GF0864'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 GF0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0071 ***********************************************************************
 FF0071  DESIGNATION -  LEACHVILLE
 FF0071  PID         -  FF0071
 FF0071  STATE/COUNTY-  AR/MISSISSIPPI
 FF0071  USGS QUAD   -  LEACHVILLE (1983)
 FF0071
 FF0071                         *CURRENT SURVEY CONTROL
 FF0071  ___________________________________________________________________
 FF0071* NAD 83(1997)-  35 56 26.82848(N)    090 15 26.08926(W)     ADJUSTED  
 FF0071* NAVD 88     -        72.224  (meters)     236.95   (feet)  ADJUSTED  
 FF0071  ___________________________________________________________________
 FF0071  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FF0071  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FF0071  DYNAMIC HT  -          72.163 (meters)     236.75  (feet)  COMP
 FF0071  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 FF0071
 FF0071  HORZ ORDER  -  SECOND
 FF0071  VERT ORDER  -  FIRST     CLASS II
 FF0071
 FF0071.The horizontal coordinates were established by classical geodetic methods
 FF0071.and adjusted by the National Geodetic Survey in September 1999..
 FF0071
 FF0071.The orthometric height was determined by differential leveling
 FF0071.and adjusted by the National Geodetic Survey in June 1991..
 FF0071
 FF0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0071
 FF0071.The geoid height was determined by GEOID03.
 FF0071
 FF0071.The dynamic height is computed by dividing the NAVD 88
 FF0071.geopotential number by the normal gravity value computed on the
 FF0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0071.degrees latitude (g = 980.6199 gals.).
 FF0071
 FF0071.The modeled gravity was interpolated from observed gravity values.
 FF0071
 FF0071;                    North         East     Units Scale Factor Converg.
 FF0071;SPC AR N     -   179,727.056   557,235.172   MT  0.99995524   +1 00 50.8
 FF0071;SPC AR N     -   589,654.52  1,828,195.73   sFT  0.99995524   +1 00 50.8
 FF0071;SPC MO E     -    11,949.020   271,902.415   MT  0.99993924   +0 08 32.9
 FF0071;UTM  15      - 3,980,858.105   747,412.107   MT  1.00035433   +1 36 38.4
 FF0071
 FF0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0071!SPC AR N     -   0.99999308  x   0.99995524  =   0.99994832
 FF0071!SPC MO E     -   0.99999308  x   0.99993924  =   0.99993232
 FF0071!UTM  15      -   0.99999308  x   1.00035433  =   1.00034741
 FF0071
 FF0071|---------------------------------------------------------------------|
 FF0071| PID    Reference Object                     Distance      Geod. Az  |
 FF0071|                                                           dddmmss.s |
 FF0071| FF1926 LEACHVILLE BUFFALO IS COMP TK        32.779 METERS 10111     |
 FF0071| FF0072 LEACHVILLE RM 1                      25.344 METERS 11806     |
 FF0071| FF1898 MANILA MUNICIPAL TANK               APPROX.10.6 KM 1300543.0 |
 FF0071| FF1925 LEACHVILLE MUNICIPAL TANK           APPROX. 0.7 KM 1810634.9 |
 FF0071| FF1927 MONETTE MUNICIPAL TANK              APPROX. 9.4 KM 2350449.3 |
 FF0071| CI4471 LEACHVILLE AZ MK                                   2800517.8 |
 FF0071| FF0070 LEACHVILLE RM 2                      29.941 METERS 34646     |
 FF0071| CI4472 LEACHVILLE RM 3                      33.461 METERS 35355     |
 FF0071|---------------------------------------------------------------------|
 FF0071
 FF0071                          SUPERSEDED SURVEY CONTROL
 FF0071
 FF0071  NAD 83(1997)-  35 56 26.83667(N)    090 15 26.09154(W) AD(       ) 2
 FF0071  NAD 83(1986)-  35 56 26.84011(N)    090 15 26.08987(W) AD(       ) 2
 FF0071  NAD 27      -  35 56 26.58140(N)    090 15 25.73600(W) AD(       ) 2
 FF0071  NGVD 29 (??/??/??)   72.212  (m)          236.92   (f) ADJUSTED    1 2
 FF0071
 FF0071.Superseded values are not recommended for survey control.
 FF0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0071.See file dsdata.txt to determine how the superseded data were derived.
 FF0071
 FF0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4741280858(NAD 83)
 FF0071_MARKER: DS = TRIANGULATION STATION DISK
 FF0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0071_STAMPING: LEACHVILLE 1955
 FF0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0071+STABILITY: SURFACE MOTION
 FF0071
 FF0071  HISTORY     - Date     Condition        Report By
 FF0071  HISTORY     - 1955     MONUMENTED       CGS
 FF0071  HISTORY     - 1956     GOOD             CGS
 FF0071  HISTORY     - 1975     GOOD             NGS
 FF0071  HISTORY     - 1975     GOOD             USGS
 FF0071  HISTORY     - 1978     SEE DESCRIPTION  USGS
 FF0071  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0071
 FF0071                          STATION DESCRIPTION
 FF0071
 FF0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF0071'THE STATION IS LOCATED IN THE NORTH EDGE OF THE TOWN OF
 FF0071'LEACHVILLE, 74 FEET EAST OF THE CENTER OF STATE HIGHWAY
 FF0071'77, 54 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A RAILROAD
 FF0071'TRACK, 48 FEET EAST-SOUTHEAST OF A POWERLINE POLE, 30 FEET
 FF0071'NORTHERLY OF A WIRE FENCE AND ON LAND OWNED BY THE BUFFALO
 FF0071'ISLAND COMPRESS CO.
 FF0071'
 FF0071'TO REACH THE STATION FROM THE POST OFFICE IN LEACHVILLE,
 FF0071'GO NORTH ON MAIN STREET (STATE HIGHWAY 77) FOR 0.25 MILE TO THE
 FF0071'BUFFALO ISLAND COMPRESS CO. WATER TANK ON THE RIGHT AND THE
 FF0071'STATION.
 FF0071'
 FF0071'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 FF0071'STATE HIGHWAY 77 FOR 0.05 MILE TO A DIRT ROAD ON THE RIGHT,
 FF0071'TURN RIGHT (WEST) AND GO FOR 0.25 MILE, TURN RIGHT, NORTH,
 FF0071'WITH THE DIRT ROAD AND GO FOR 0.15 MILE TO A FARM HOUSE
 FF0071'ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 FF0071'
 FF0071'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 FF0071'AND THE DISK IS STAMPED LEACHVILLE 1955.
 FF0071'
 FF0071'REFERENCE MARK 1 IS 8 FEET WEST OF THE SOUTHWEST LEG OF
 FF0071'THE WATER TANK.  THE MARK PROJECTS 2 INCHES AND THE DISK
 FF0071'IS STAMPED LEACHVILLE NO 1 1955.
 FF0071'
 FF0071'REFERENCE MARK 2 IS 33 FEET EAST OF THE CENTER OF THE HIGHWAY
 FF0071'AND 30 FEET NORTH-NORTHWEST OF THE NORTHWEST RAIL OF THE
 FF0071'TRACK.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 FF0071'AND THE DISK IS STAMPED LEACHVILLE NO 2 1955.
 FF0071'
 FF0071'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE SOUTHEAST CORNER
 FF0071'OF A FARM HOUSE, 27 FEET WEST OF THE CENTER OF A GRAVEL
 FF0071'ROAD AND 1 FOOT EAST OF A POWERLINE POLE.  THE MARK PROJECTS
 FF0071'5 INCHES AND THE DISK IS STAMPED LEACHVILLE 1955.
 FF0071'
 FF0071'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF0071
 FF0071                          STATION RECOVERY (1956)
 FF0071
 FF0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0071'AT LEACHVILLE.
 FF0071'AT LEACHVILLE, ABOUT 0.2 MILE NORTH ALONG THE ST. LOUIS-SAN
 FF0071'FRANCISCO RAILWAY FROM THE STATION, EAST AND ACROSS STATE
 FF0071'HIGHWAY 77 FROM TELEPHONE POLE NO. 247/08, ON PROPERTY OF BUFFALO
 FF0071'ISLAND COMPRESS COMPANY, 72 FEET EAST OF CENTER LINE OF HIGHWAY
 FF0071'77, 57 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF A SPUR LEADING TO
 FF0071'COMPRESS COMPANY, 88 FEET WEST-NORTHWEST OF TOP OF WEST CORNER
 FF0071'OF CONCRETE BASE OF SOUTHWEST LEG OF COMPRESS COMPANY WATER
 FF0071'TOWER, 98.23 FEET SOUTH-SOUTHEAST OF RM NO. 2, 83.24 FEET
 FF0071'WEST-NORTHWEST OF RM NO. 1, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY
 FF0071'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FF0071
 FF0071                          STATION RECOVERY (1975)
 FF0071
 FF0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FF0071'THE STATION WAS VISITED 9-11-75 AND THE STATION AND REFERENCE MARK
 FF0071'NO 1 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS
 FF0071'FOUND DESTROYED AND THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 FF0071'FOUND.  THE LEACHVILLE MUN. WATER TANK IS VISIBLE FROM THE GROUND
 FF0071'AND CAN BE USED AS AN AZIMUTH.  A NEW REFERENCE MARK WAS
 FF0071'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 FF0071'
 FF0071'THE STATION IS LOCATED IN THE NORTH EDGE OF LEACHVILLE, ON
 FF0071'PROPERTY OF THE ARKANSAS COMPRESS CO. INC.
 FF0071'
 FF0071'TO REACH FROM THE POST OFFICE IN LEACHVILLE GO WEST ON FRONT
 FF0071'STREET FOR 1/2 BLOCK, TURN RIGHT AND GO NORTH ON MAIN STREET
 FF0071'(HIGHWAY 77) FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FF0071'
 FF0071'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 FF0071'LEACHVILLE 1955, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 FF0071'WITH THE GROUND.  IT IS 107 FEET WEST OF WATER TANK STANDPIPE,
 FF0071'73 FEET EAST OF THE CENTER OF HIGHWAY 77, 54 FEET SOUTHEAST OF
 FF0071'THE SOUTHEAST RAIL OF RAILROAD TRACKS, 42 FEET EAST OF A POWER
 FF0071'POLE WITH STREET LIGHT, AND 42 FEET SOUTHWEST OF A POWER POLE.
 FF0071'
 FF0071'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 FF0071'LEACHVILLE NO 1 1955, SET IN THE TOP OF A ROUND CONCRETE POST
 FF0071'PROJECTING 4 INCHES.  IT IS 8 FEET WEST-SOUTHWEST OF THE
 FF0071'SOUTHWEST LEG OF WATER TANK AND 0.6 FOOT WEST OF A METAL
 FF0071'WITNESS POST AND SIGN.
 FF0071'
 FF0071'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 FF0071'LEACHVILLE 1955 NO 3 1975 SET IN THE TOP OF A ROUND CONCRETE
 FF0071'POST FLUSH WITH THE GROUND.  IT IS 70.5 FEET WEST-SOUTHWEST OF
 FF0071'THE SOUTHWEST CORNER OF A SMALL BUILDING, 44 FEET EAST OF THE
 FF0071'CENTER OF HIGHWAY, 38 FEET NORTH-NORTHWEST OF THE NORTHWEST
 FF0071'RAIL OF RAILROAD TRACKS AND 3.5 FEET SOUTHEAST OF A 30 INCH
 FF0071'TREE.
 FF0071'
 FF0071'THE DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 3 IS 170.95
 FF0071'FEET, 52.105 METERS.
 FF0071
 FF0071                          STATION RECOVERY (1975)
 FF0071
 FF0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF0071'STA. MK. - OK RM 1 - OK
 FF0071'R.M. 2 - DEST.  AZ. MK. - NF.
 FF0071
 FF0071                          STATION RECOVERY (1978)
 FF0071
 FF0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (LMT)
 FF0071'THIS BM BEEN PUSHED OVER AND UNDER THE GROUND.
 FF0071
 FF0071                          STATION RECOVERY (2002)
 FF0071
 FF0071'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1926 ***********************************************************************
 FF1926  DESIGNATION -  LEACHVILLE BUFFALO IS COMP TK
 FF1926  PID         -  FF1926
 FF1926  STATE/COUNTY-  AR/MISSISSIPPI
 FF1926  USGS QUAD   -  LEACHVILLE (1983)
 FF1926
 FF1926                         *CURRENT SURVEY CONTROL
 FF1926  ___________________________________________________________________
 FF1926* NAD 83(1997)-  35 56 26.62229(N)    090 15 24.80626(W)     ADJUSTED  
 FF1926* NAVD 88     -                                                        
 FF1926  ___________________________________________________________________
 FF1926  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FF1926  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FF1926
 FF1926  HORZ ORDER  -  THIRD
 FF1926
 FF1926.The horizontal coordinates were established by classical geodetic methods
 FF1926.and adjusted by the National Geodetic Survey in September 1999..
 FF1926
 FF1926
 FF1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1926
 FF1926.The geoid height was determined by GEOID03.
 FF1926
 FF1926;                    North         East     Units Scale Factor Converg.
 FF1926;SPC AR N     -   179,721.271   557,267.435   MT  0.99995523   +1 00 51.5
 FF1926;SPC AR N     -   589,635.54  1,828,301.58   sFT  0.99995523   +1 00 51.5
 FF1926;SPC MO E     -    11,942.745   271,934.586   MT  0.99993926   +0 08 33.7
 FF1926;UTM  15      - 3,980,852.654   747,444.442   MT  1.00035453   +1 36 39.2
 FF1926
 FF1926                          SUPERSEDED SURVEY CONTROL
 FF1926
 FF1926  NAD 83(1997)-  35 56 26.63048(N)    090 15 24.80855(W) AD(       ) 4
 FF1926  NAD 83(1986)-  35 56 26.63393(N)    090 15 24.80688(W) AD(       ) 4
 FF1926  NAD 27      -  35 56 26.37500(N)    090 15 24.45300(W) AD(       ) 3
 FF1926
 FF1926.Superseded values are not recommended for survey control.
 FF1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1926.See file dsdata.txt to determine how the superseded data were derived.
 FF1926
 FF1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4744480853(NAD 83)
 FF1926_MARKER: 53 = ELEVATED TANK
 FF1926
 FF1926  HISTORY     - Date     Condition        Report By
 FF1926  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1926
 FF1926                          STATION DESCRIPTION
 FF1926
 FF1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1926'THE STATION IS LOCATED IN THE NORTHERN PART OF LEACHVILLE,
 FF1926'ON THE EAST SIDE OF STATE HIGHWAY 77.  A TRAVERSE WAS RUN
 FF1926'FROM TRIANGULATION STATION LEACHVILLE TO THE CENTER OF A
 FF1926'VERTICAL PRESSURE PIPE WHICH CONNECTED TO THE CENTER OF THE
 FF1926'TANK, A DISTANCE OF 107.56 FEET (32.784 METERS) IN AN EASTERLY
 FF1926'DIRECTION FROM LEACHVILLE.  IT IS AN ELEVATED STEEL TANK,
 FF1926'ALUMINUM IN COLOR, SUPPORTED ON FOUR LEGS, AND ABOUT 120
 FF1926'FEET HIGH.  THE POINT OBSERVED ON WAS THE JUNCTION OF THE
 FF1926'VERTICAL PRESSURE PIPE WITH THE BASE OF THE BODY OF THE
 FF1926'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1925 ***********************************************************************
 FF1925  DESIGNATION -  LEACHVILLE MUNICIPAL TANK
 FF1925  PID         -  FF1925
 FF1925  STATE/COUNTY-  AR/MISSISSIPPI
 FF1925  USGS QUAD   -  LEACHVILLE (1983)
 FF1925
 FF1925                         *CURRENT SURVEY CONTROL
 FF1925  ___________________________________________________________________
 FF1925* NAD 83(1997)-  35 56 04.75005(N)    090 15 26.61512(W)     ADJUSTED  
 FF1925* NAVD 88     -                                                        
 FF1925  ___________________________________________________________________
 FF1925  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FF1925  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FF1925
 FF1925  HORZ ORDER  -  THIRD
 FF1925
 FF1925.The horizontal coordinates were established by classical geodetic methods
 FF1925.and adjusted by the National Geodetic Survey in September 1999..
 FF1925
 FF1925
 FF1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1925
 FF1925.The geoid height was determined by GEOID03.
 FF1925
 FF1925;                    North         East     Units Scale Factor Converg.
 FF1925;SPC AR N     -   179,046.467   557,234.037   MT  0.99995458   +1 00 50.5
 FF1925;SPC AR N     -   587,421.62  1,828,192.00   sFT  0.99995458   +1 00 50.5
 FF1925;SPC MO E     -    11,268.538   271,890.927   MT  0.99993924   +0 08 32.6
 FF1925;UTM  15      - 3,980,177.269   747,418.059   MT  1.00035437   +1 36 37.3
 FF1925
 FF1925                          SUPERSEDED SURVEY CONTROL
 FF1925
 FF1925  NAD 83(1997)-  35 56 04.75884(N)    090 15 26.61741(W) AD(       ) 4
 FF1925  NAD 83(1986)-  35 56 04.76212(N)    090 15 26.61561(W) AD(       ) 4
 FF1925  NAD 27      -  35 56 04.50100(N)    090 15 26.26200(W) AD(       ) 3
 FF1925
 FF1925.Superseded values are not recommended for survey control.
 FF1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1925.See file dsdata.txt to determine how the superseded data were derived.
 FF1925
 FF1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4741880177(NAD 83)
 FF1925_MARKER: 53 = ELEVATED TANK
 FF1925
 FF1925  HISTORY     - Date     Condition        Report By
 FF1925  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1925
 FF1925                          STATION DESCRIPTION
 FF1925
 FF1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1925'THE STATION IS LOCATED IN THE CENTRAL PART OF LEACHVILLE.  IT
 FF1925'IS AN ELEVATED STEEL TANK, ALUMINUM IN COLOR, SUPPORTED ON
 FF1925'FOUR STEEL LEGS, AND ABOUT 110 FEET HIGH.  THE POINT OBSERVED ON
 FF1925'WAS THE APEX OF THE TANK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0072 ***********************************************************************
 FF0072  DESIGNATION -  LEACHVILLE RM 1
 FF0072  PID         -  FF0072
 FF0072  STATE/COUNTY-  AR/MISSISSIPPI
 FF0072  USGS QUAD   -  LEACHVILLE (1983)
 FF0072
 FF0072                         *CURRENT SURVEY CONTROL
 FF0072  ___________________________________________________________________
 FF0072* NAD 83(1986)-  35 56 26.     (N)    090 15 25.     (W)     SCALED    
 FF0072* NAVD 88     -        72.355  (meters)     237.38   (feet)  ADJUSTED  
 FF0072  ___________________________________________________________________
 FF0072  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FF0072  DYNAMIC HT  -          72.293 (meters)     237.18  (feet)  COMP
 FF0072  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 FF0072
 FF0072  VERT ORDER  -  FIRST     CLASS II
 FF0072
 FF0072.The horizontal coordinates were scaled from a topographic map and have
 FF0072.an estimated accuracy of +/- 6 seconds.
 FF0072
 FF0072.The orthometric height was determined by differential leveling
 FF0072.and adjusted by the National Geodetic Survey in June 1991..
 FF0072
 FF0072.The geoid height was determined by GEOID03.
 FF0072
 FF0072.The dynamic height is computed by dividing the NAVD 88
 FF0072.geopotential number by the normal gravity value computed on the
 FF0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0072.degrees latitude (g = 980.6199 gals.).
 FF0072
 FF0072.The modeled gravity was interpolated from observed gravity values.
 FF0072
 FF0072;                    North         East    Units  Estimated Accuracy
 FF0072;SPC AR N     -   179,700.      557,260.      MT  (+/- 180 meters Scaled)
 FF0072
 FF0072                          SUPERSEDED SURVEY CONTROL
 FF0072
 FF0072  NGVD 29 (??/??/??)   72.342  (m)          237.34   (f) ADJUSTED    1 2
 FF0072
 FF0072.Superseded values are not recommended for survey control.
 FF0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0072.See file dsdata.txt to determine how the superseded data were derived.
 FF0072
 FF0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV474808(NAD 83)
 FF0072_MARKER: DR = REFERENCE MARK DISK
 FF0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0072_STAMPING: LEACHVILLE NO 1 1955
 FF0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0072+STABILITY: SURFACE MOTION
 FF0072
 FF0072  HISTORY     - Date     Condition        Report By
 FF0072  HISTORY     - 1955     MONUMENTED       CGS
 FF0072  HISTORY     - 1956     GOOD             CGS
 FF0072
 FF0072                          STATION DESCRIPTION
 FF0072
 FF0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0072'AT LEACHVILLE.
 FF0072'AT LEACHVILLE, ABOUT 0.2 MILE NORTH ALONG THE ST. LOUIS-SAN
 FF0072'FRANCISCO RAILWAY FROM THE STATION, EAST AND ACROSS HIGHWAY
 FF0072'FROM TELEPHONE POLE NO. 247/08, 151 FEET EAST OF CENTER LINE OF
 FF0072'STATE HIGHWAY 77, ON PROPERTY OF BUFFALO ISLAND COMPRESS COMPANY,
 FF0072'7 1/2 FEET WEST-SOUTHWEST OF TOP OF WEST CORNER OF CONCRETE
 FF0072'BASE OF SOUTHWEST LEG OF COMPRESS COMPANY WATER TOWER, 83.24
 FF0072'FEET EAST-SOUTHEAST OF STATION MARK, ON THE TOP OF A DITCH BANK,
 FF0072'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FF0072'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0070 ***********************************************************************
 FF0070  DESIGNATION -  LEACHVILLE RM 2
 FF0070  PID         -  FF0070
 FF0070  STATE/COUNTY-  AR/MISSISSIPPI
 FF0070  USGS QUAD   -  LEACHVILLE (1983)
 FF0070
 FF0070                         *CURRENT SURVEY CONTROL
 FF0070  ___________________________________________________________________
 FF0070* NAD 83(1986)-  35 56 26.     (N)    090 15 25.     (W)     SCALED    
 FF0070* NAVD 88     -        72.391  (meters)     237.50   (feet)  ADJUSTED  
 FF0070  ___________________________________________________________________
 FF0070  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FF0070  DYNAMIC HT  -          72.330 (meters)     237.30  (feet)  COMP
 FF0070  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 FF0070
 FF0070  VERT ORDER  -  FIRST     CLASS II
 FF0070
 FF0070.The horizontal coordinates were scaled from a topographic map and have
 FF0070.an estimated accuracy of +/- 6 seconds.
 FF0070
 FF0070.The orthometric height was determined by differential leveling
 FF0070.and adjusted by the National Geodetic Survey in June 1991..
 FF0070
 FF0070.The geoid height was determined by GEOID03.
 FF0070
 FF0070.The dynamic height is computed by dividing the NAVD 88
 FF0070.geopotential number by the normal gravity value computed on the
 FF0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0070.degrees latitude (g = 980.6199 gals.).
 FF0070
 FF0070.The modeled gravity was interpolated from observed gravity values.
 FF0070
 FF0070;                    North         East    Units  Estimated Accuracy
 FF0070;SPC AR N     -   179,700.      557,260.      MT  (+/- 180 meters Scaled)
 FF0070
 FF0070                          SUPERSEDED SURVEY CONTROL
 FF0070
 FF0070  NGVD 29 (??/??/??)   72.379  (m)          237.46   (f) ADJUSTED    1 2
 FF0070
 FF0070.Superseded values are not recommended for survey control.
 FF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0070.See file dsdata.txt to determine how the superseded data were derived.
 FF0070
 FF0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV474808(NAD 83)
 FF0070_MARKER: DR = REFERENCE MARK DISK
 FF0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0070_STAMPING: LEACHVILLE NO 2 1955
 FF0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0070+STABILITY: SURFACE MOTION
 FF0070
 FF0070  HISTORY     - Date     Condition        Report By
 FF0070  HISTORY     - 1955     MONUMENTED       CGS
 FF0070  HISTORY     - 1956     GOOD             CGS
 FF0070
 FF0070                          STATION DESCRIPTION
 FF0070
 FF0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0070'AT LEACHVILLE.
 FF0070'AT LEACHVILLE, ABOUT 0.2 MILE NORTH ALONG THE ST. LOUIS-SAN
 FF0070'FRANCISCO RAILWAY FROM THE STATION, ABOUT 38 YARDS EAST OF MAIN
 FF0070'TRACK, 35 FEET EAST OF CENTER LINE OF STATE HIGHWAY 77, 31 FEET
 FF0070'NORTHWEST OF NORTHWEST RAIL OF A SPUR TRACK TO BUFFALO ISLAND
 FF0070'COMPRESS COMPANY, 98.23 FEET NORTH-NORTHWEST OF STATION MARK, 29
 FF0070'FEET NORTH-NORTHEAST OF NORTH END OF A 24-INCH CORRUGATED PIPE
 FF0070'CULVERT UNDER DRIVE NORTHEAST TO COMPRESS COMPANY, 85 1/2 FEET
 FF0070'WEST-SOUTHWEST OF SOUTHWEST CORNER OF OFFICE BUILDING OF COMPRESS
 FF0070'COMPANY, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 FF0070'CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1444 ***********************************************************************
 FF1444  DESIGNATION -  LEAK
 FF1444  PID         -  FF1444
 FF1444  STATE/COUNTY-  AR/WHITE
 FF1444  USGS QUAD   -  GARNER (1981)
 FF1444
 FF1444                         *CURRENT SURVEY CONTROL
 FF1444  ___________________________________________________________________
 FF1444* NAD 83(1986)-  35 09 17.     (N)    091 46 06.     (W)     SCALED    
 FF1444* NAVD 88     -        67.87   (+/-2cm)     222.7    (feet)  VERTCON   
 FF1444  ___________________________________________________________________
 FF1444  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1444
 FF1444  VERT ORDER  -  ? (See Below)
 FF1444
 FF1444.The horizontal coordinates were scaled from a topographic map and have
 FF1444.an estimated accuracy of +/- 6 seconds.
 FF1444
 FF1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1444.The vertical order pertains to the NGVD 29 superseded value.
 FF1444
 FF1444.The geoid height was determined by GEOID03.
 FF1444
 FF1444;                    North         East    Units  Estimated Accuracy
 FF1444;SPC AR N     -    91,150.      421,110.      MT  (+/- 180 meters Scaled)
 FF1444
 FF1444                          SUPERSEDED SURVEY CONTROL
 FF1444
 FF1444  NGVD 29 (??/??/??)   67.843  (m)          222.58   (f) ADJUSTED    ?  
 FF1444
 FF1444.Superseded values are not recommended for survey control.
 FF1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1444.See file dsdata.txt to determine how the superseded data were derived.
 FF1444
 FF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU121908(NAD 83)
 FF1444_MARKER: DD = SURVEY DISK
 FF1444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1444_SP_SET: CONCRETE BASE
 FF1444_STAMPING: LEAK 1934
 FF1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1444
 FF1444  HISTORY     - Date     Condition        Report By
 FF1444  HISTORY     - 1934     MONUMENTED       ARGS
 FF1444  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1444
 FF1444                          STATION DESCRIPTION
 FF1444
 FF1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1444'1.4 MI NE FROM GARNER.
 FF1444'1.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1444'STATION SIGN AT GARNER, 58.5 FEET WEST OF POLE 304+04, 14 FEET
 FF1444'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 13
 FF1444'FEET SOUTHWEST OF THE CONCRETE BASE OF A SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1851 ***********************************************************************
 FF1851  DESIGNATION -  LEBO
 FF1851  PID         -  FF1851
 FF1851  STATE/COUNTY-  AR/WHITE
 FF1851  USGS QUAD   -  STEPROCK (1965)
 FF1851
 FF1851                         *CURRENT SURVEY CONTROL
 FF1851  ___________________________________________________________________
 FF1851* NAD 83(1997)-  35 29 13.36981(N)    091 39 25.43524(W)     ADJUSTED  
 FF1851* NAVD 88     -       187.80   (+/-2cm)     616.1    (feet)  VERTCON   
 FF1851  ___________________________________________________________________
 FF1851  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FF1851  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1851
 FF1851  HORZ ORDER  -  THIRD
 FF1851  VERT ORDER  -  THIRD ? (See Below)
 FF1851
 FF1851.The horizontal coordinates were established by classical geodetic methods
 FF1851.and adjusted by the National Geodetic Survey in September 1999..
 FF1851
 FF1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1851.The vertical order pertains to the NGVD 29 superseded value.
 FF1851
 FF1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1851
 FF1851.The geoid height was determined by GEOID03.
 FF1851
 FF1851;                    North         East     Units Scale Factor Converg.
 FF1851;SPC AR N     -   128,048.711   431,117.235   MT  0.99993737   +0 11 58.4
 FF1851;SPC AR N     -   420,106.48  1,414,423.80   sFT  0.99993737   +0 11 58.4
 FF1851;UTM  15      - 3,927,885.772   621,818.124   MT  0.99978287   +0 46 46.9
 FF1851
 FF1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1851!SPC AR N     -   0.99997480  x   0.99993737  =   0.99991217
 FF1851!UTM  15      -   0.99997480  x   0.99978287  =   0.99975768
 FF1851
 FF1851|---------------------------------------------------------------------|
 FF1851| PID    Reference Object                     Distance      Geod. Az  |
 FF1851|                                                           dddmmss.s |
 FF1851| CI1870 LEBO RM 1                            25.600 METERS 07743     |
 FF1851| CI1869 LEBO AZ MK                                         2721354.0 |
 FF1851| CI1871 LEBO RM 2                            22.150 METERS 33616     |
 FF1851|---------------------------------------------------------------------|
 FF1851
 FF1851                          SUPERSEDED SURVEY CONTROL
 FF1851
 FF1851  NAD 83(1986)-  35 29 13.38164(N)    091 39 25.43455(W) AD(       ) 3
 FF1851  NAD 27      -  35 29 13.09560(N)    091 39 24.94080(W) AD(       ) 3
 FF1851  NGVD 29 (07/19/86)  187.74   (m)          615.9    (f) LEVELING    3  
 FF1851
 FF1851.Superseded values are not recommended for survey control.
 FF1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1851.See file dsdata.txt to determine how the superseded data were derived.
 FF1851
 FF1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2181827886(NAD 83)
 FF1851_MARKER: DS = TRIANGULATION STATION DISK
 FF1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1851+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 FF1851
 FF1851  HISTORY     - Date     Condition        Report By
 FF1851  HISTORY     - 1954     MONUMENTED       CGS
 FF1851  HISTORY     - 1967     GOOD             CGS
 FF1851  HISTORY     - 20030729 GOOD             USACE
 FF1851
 FF1851                          STATION DESCRIPTION
 FF1851
 FF1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1851'THE STATION IS ABOUT 4.5 MILES SOUTHWEST OF PLEASANT PLAINS,
 FF1851'2 MILES SOUTHWEST OF THE SMALL SETTLEMENT OF ROOSEVELT, IN
 FF1851'SECTION 17, T 10 N., R 6 W.  IT IS 24 FEET NORTH OF CENTER
 FF1851'OF THE ROAD, 10 FEET NORTH OF A WHITE WITNESS POST.
 FF1851'
 FF1851'TO REACH THE STATION FROM THE POST OFFICE IN PLEASANT PLAINS,
 FF1851'GO SOUTHERLY ON STATE HIGHWAY 11 FOR 0.1 MILE TO A SIDE ROAD
 FF1851'RIGHT, TURN RIGHT AND GO WESTERLY FOR 0.85 MILE TO FORK, KEEP
 FF1851'THE LEFT FORK AND GO SOUTHERLY FOR 1.0 MILE TO A NARROW STEEL
 FF1851'BRIDGE ACROSS A CREEK, CONTINUE ON THE MAIN GRAVEL ROAD FOR 4.2
 FF1851'MILES TO A CROSSROAD, TURN LEFT AND GO EAST FOR 0.6 MILE,
 FF1851'(THE AZIMUTH MARK IS ON THE LEFT NORTH), CONTINUE EAST 0.3 MILE
 FF1851'TO STATION IN OPEN PASTURE LAND ON THE NORTH SIDE OF THE ROAD.
 FF1851'
 FF1851'THE STATION MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 FF1851'LEBO 1954.
 FF1851'
 FF1851'REFERENCE MARK 1 IS SET IN A DRILL HOLE IN A LARGE OUTCROP
 FF1851'BOULDER ABOUT 2 FEET SQUARE THAT IS ABOUT FLUSH WITH THE GROUND.
 FF1851'THE DISK IS STAMPED LEBO NO 1 1954.
 FF1851'
 FF1851'REFERENCE MARK 2 IS SET IN A DRILL HOLE IN A LARGE OUTCROP
 FF1851'BOULDER ABOUT 10 FEET LONG AND 4 FEET WIDE, EXTENDING ABOUT 2
 FF1851'FEET ABOVE THE GROUND, THE MARK IS ON THE HIGHEST PART OF THE
 FF1851'ROCK, THE DISK IS STAMPED LEBO NO 2 1954.
 FF1851'
 FF1851'AZIMUTH MARK IS 20 FEET NORTH OF CENTER OF THE ROAD, 4 FEET
 FF1851'NORTH OF FENCE LINE, 1 FOOT WEST OF FENCE LINE, 3 FEET NORTH
 FF1851'OF WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 FF1851'DISK IS STAMPED LEBO 1954.
 FF1851'
 FF1851'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FF1851
 FF1851                          STATION RECOVERY (1967)
 FF1851
 FF1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1851'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FF1851'DUE TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1851'
 FF1851'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF PLEASANT
 FF1851'PLAINS, 2 MILES SOUTHWEST OF THE VILLAGE OF ROOSEVELT, 3-1/2
 FF1851'MILES NORTHEAST OF THE SMALL VILLAGE OF SUNNYDALE AND IN SECTION
 FF1851'17, T 10 N, R 6 W.
 FF1851'
 FF1851'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 124 AND 157 IN
 FF1851'THE VILLAGE OF SUNNYDALE, GO NORTH ON STATE HIGHWAY 157 FOR
 FF1851'1.0 MILE TO A CROSSROAD AND THE HOLLY SPRINGS BAPTIST CHURCH ON
 FF1851'THE RIGHT.  CONTINUE AHEAD AND GO NORTH ON THE HIGHWAY FOR 2.25
 FF1851'MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON GRADED ROAD
 FF1851'FOR 0.7 MILE TO THE HOME OF A.L. PRATT ON THE LEFT.  CONTINUE
 FF1851'AHEAD AND GO EAST ON GRADED ROAD FOR 0.15 MILE TO THE AZIMUTH
 FF1851'MARK ON THE LEFT.  CONTINUE AHEAD AND GO EAST ON GRADED ROAD
 FF1851'FOR 0.2 MILE TO A CATTLEGUARD.  CONTINUE AHEAD AND GO EAST ON
 FF1851'THE GRADED ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 FF1851'
 FF1851'STATION MARK IS A STANDARD DISK, STAMPED LEBO 1954, SET IN
 FF1851'THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT IS
 FF1851'76 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 11 FEET NORTH OF
 FF1851'A 4 X 4 INCH WITNESS POST AND 1 FOOT WEST OF A METAL WITNESS
 FF1851'POST.
 FF1851'
 FF1851'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEBO NO 1 1954,
 FF1851'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP FLUSH
 FF1851'WITH THE GROUND SURFACE.  IT IS 42 FEET NORTH OF THE CENTER OF
 FF1851'THE GRADED ROAD, 2 FEET NORTHWEST OF A METAL WITNESS POST AND
 FF1851'ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 FF1851'
 FF1851'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEBO NO 2 1954,
 FF1851'CEMENTED IN A DRILL HOLE IN A 4 X 10 FOOT ROCK OUTCROP PROJECTING
 FF1851'2 FEET.  IT IS 88 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 FF1851'3 FEET WEST OF A METAL WITNESS POST AND ABOUT 1 FOOT LOWER THAN
 FF1851'THE STATION MARK.
 FF1851'
 FF1851'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEBO 1954, SET IN THE
 FF1851'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS 20
 FF1851'FEET NORTH OF THE CENTER OF THE GRADED ROAD, 2 FEET NORTH
 FF1851'OF A FENCE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 FF1851
 FF1851                          STATION RECOVERY (2003)
 FF1851
 FF1851'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1851'RM 1 FOUND GOOD.  LEBO AZ MK FOUND GOOD AND GPS USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2050 ***********************************************************************
 EJ2050  DESIGNATION -  LEDGE
 EJ2050  PID         -  EJ2050
 EJ2050  STATE/COUNTY-  AR/SCOTT
 EJ2050  USGS QUAD   -  BUCK KNOB (1985)
 EJ2050
 EJ2050                         *CURRENT SURVEY CONTROL
 EJ2050  ___________________________________________________________________
 EJ2050* NAD 83(1997)-  34 42 07.82114(N)    093 54 58.25184(W)     ADJUSTED  
 EJ2050* NAVD 88     -       336.7    (meters)    1105.     (feet)  VERTCON   
 EJ2050  ___________________________________________________________________
 EJ2050  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 EJ2050  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 EJ2050
 EJ2050  HORZ ORDER  -  THIRD
 EJ2050
 EJ2050.The horizontal coordinates were established by classical geodetic methods
 EJ2050.and adjusted by the National Geodetic Survey in September 1999..
 EJ2050
 EJ2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2050
 EJ2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2050
 EJ2050.The geoid height was determined by GEOID03.
 EJ2050
 EJ2050;                    North         East     Units Scale Factor Converg.
 EJ2050;SPC AR N     -    42,628.733   224,445.590   MT  1.00005348   -1 06 54.1
 EJ2050;SPC AR N     -   139,857.77    736,368.57   sFT  1.00005348   -1 06 54.1
 EJ2050;SPC AR S     -   627,412.202   224,456.561   MT  0.99998625   -1 04 20.9
 EJ2050;SPC AR S     - 2,058,434.87    736,404.57   sFT  0.99998625   -1 04 20.9
 EJ2050;UTM  15      - 3,840,397.881   416,093.904   MT  0.99968677   -0 31 17.8
 EJ2050
 EJ2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2050!SPC AR N     -   0.99995182  x   1.00005348  =   1.00000530
 EJ2050!SPC AR S     -   0.99995182  x   0.99998625  =   0.99993807
 EJ2050!UTM  15      -   0.99995182  x   0.99968677  =   0.99963860
 EJ2050
 EJ2050|---------------------------------------------------------------------|
 EJ2050| PID    Reference Object                     Distance      Geod. Az  |
 EJ2050|                                                           dddmmss.s |
 EJ2050| CX6641 LEDGE RM 1                           10.888 METERS 15116     |
 EJ2050| CX6642 LEDGE RM 2                            5.210 METERS 26143     |
 EJ2050| CX6640 LEDGE AZ MK                                        2693821.9 |
 EJ2050|---------------------------------------------------------------------|
 EJ2050
 EJ2050                          SUPERSEDED SURVEY CONTROL
 EJ2050
 EJ2050  NAD 83(1997)-  34 42 07.82709(N)    093 54 58.24870(W) AD(       ) 3
 EJ2050  NAD 83(1986)-  34 42 07.82789(N)    093 54 58.24438(W) AD(       ) 3
 EJ2050  NAD 27      -  34 42 07.45020(N)    093 54 57.51950(W) AD(       ) 3
 EJ2050  NGVD 29 (07/19/86)  336.6    (m)         1104.     (f) VERT ANG       
 EJ2050
 EJ2050.Superseded values are not recommended for survey control.
 EJ2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2050.See file dsdata.txt to determine how the superseded data were derived.
 EJ2050
 EJ2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1609440398(NAD 83)
 EJ2050_MARKER: DS = TRIANGULATION STATION DISK
 EJ2050_SETTING: 66 = SET IN ROCK OUTCROP
 EJ2050
 EJ2050  HISTORY     - Date     Condition        Report By
 EJ2050  HISTORY     - 1956     MONUMENTED       CGS
 EJ2050  HISTORY     - 1959     GOOD             CGS
 EJ2050
 EJ2050                          STATION DESCRIPTION
 EJ2050
 EJ2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2050'THE STATION IS LOCATED JUST NORTH OF A SMALL SAWMILL AND U.S.
 EJ2050'HIGHWAY 270.  IT IS ABOUT 11.5 MILES, AIRLINE, WEST-NORTHWEST
 EJ2050'OF PENCIL BLUFF, 9.5 MILES, AIRLINE, SOUTHEAST OF BOLES AND
 EJ2050'9.5 MILES, AIRLINE, EAST-SOUTHEAST OF Y-CITY.  IT IS ON THE
 EJ2050'TOP OF A ROCK-STUDDED LEDGE WHICH IS ABOUT 50 FEET HIGHER THAN
 EJ2050'THE HIGHWAY AND JUST NORTH OF THE POINT WHERE THE HIGHWAY
 EJ2050'CROSSES MILL CREEK.  THE LEDGE DROPS STEEPLY TO THE SOUTH AND
 EJ2050'RISES GRADUALLY TO THE NORTH TO A HIGH PINE AND OAK TREE
 EJ2050'COVERED RIDGE.
 EJ2050'
 EJ2050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND
 EJ2050'270 AT Y-CITY, WHICH IS 4.4 MILES SOUTH OF BOLES, DRIVE EAST
 EJ2050'ON U.S. HIGHWAY 270 FOR 9.75 MILES TO THE AZIMUTH MARK ON THE
 EJ2050'TOP OF A HIGH BANK ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY
 EJ2050'FOR 0.1 MILE TO THE EAST END OF THE CONCRETE BRIDGE OVER MILL
 EJ2050'CREEK AND A SAWMILL ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 EJ2050'DRIVE NORTH AROUND THE WEST EDGE OF THE SAWMILL FOR 0.05 MILE
 EJ2050'TO THE FOOT OF THE LEDGE AND THE END OF TRUCK TRAVEL.  PACK
 EJ2050'NORTH UP STEEP SLOPE FOR ABOUT 100 YARDS TO STATION.
 EJ2050'
 EJ2050'ALL THE MARKS FOR THIS STATION ARE STANDARD DISKS.
 EJ2050'
 EJ2050'THE STATION MARK, STAMPED LEDGE 1956, IS CEMENTED IN A DRILL HOLE
 EJ2050'IN BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE
 EJ2050'OF THE GROUND.  IT IS ABOUT 200 YARDS NORTH OF THE NORTHEAST
 EJ2050'END OF THE MILL CREEK BRIDGE, 30 FEET NORTH OF THE POINT
 EJ2050'WHERE THE LEDGE DROPS STEEPLY TO THE SOUTH AND ABOUT ON LINE
 EJ2050'WITH THE SOUTH EDGE OF THE TIMBER.
 EJ2050'
 EJ2050'REFERENCE MARK 1, STAMPED LEDGE NO 1 1956, IS CEMENTED IN A
 EJ2050'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND ON THE
 EJ2050'NORTHWEST SIDE AND PROJECTS ABOUT 8 INCHES ON THE SOUTHEAST
 EJ2050'SIDE.  IT IS ABOUT 30 INCHES LOWER IN ELEVATION THAN THE
 EJ2050'STATION MARK.
 EJ2050'
 EJ2050'REFERENCE MARK 2, STAMPED LEDGE NO 2 1956, IS CEMENTED IN A
 EJ2050'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 EJ2050'GROUND.  IT IS ABOUT 24 INCHES LOWER IN ELEVATION THAN THE
 EJ2050'STATION MARK.
 EJ2050'
 EJ2050'THE AZIMUTH MARK, STAMPED LEDGE 1956, IS SET IN THE TOP OF A
 EJ2050'CONCRETE MONUMENT WHICH IS ABOUT 8 INCHES SQUARE AND PROJECTS
 EJ2050'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SET IN A
 EJ2050'FENCE LINE ON THE TOP OF A HIGH BANK WHICH IS ABOUT 15 FEET
 EJ2050'HIGHER THAN THE SURFACE OF THE HIGHWAY.  IT IS 0.1 MILE WEST
 EJ2050'OF THE MILL CREEK BRIDGE, 58 FEET SOUTH-SOUTHWEST OF THE
 EJ2050'CENTER OF THE HIGHWAY AND 50.6 FEET EAST-SOUTHEAST OF A
 EJ2050'TELEPHONE POLE.
 EJ2050
 EJ2050                          STATION RECOVERY (1959)
 EJ2050
 EJ2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EJ2050'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2050'CONDITION.
 EJ2050'
 EJ2050'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM Y CITY
 EJ2050'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0238 ***********************************************************************
 EJ0238  DESIGNATION -  LEE
 EJ0238  PID         -  EJ0238
 EJ0238  STATE/COUNTY-  AR/PULASKI
 EJ0238  USGS QUAD   -  MAYFLOWER (1987)
 EJ0238
 EJ0238                         *CURRENT SURVEY CONTROL
 EJ0238  ___________________________________________________________________
 EJ0238* NAD 83(1986)-  34 55 10.     (N)    092 29 09.     (W)     SCALED    
 EJ0238* NAVD 88     -        88.451  (meters)     290.19   (feet)  ADJUSTED  
 EJ0238  ___________________________________________________________________
 EJ0238  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EJ0238  DYNAMIC HT  -          88.368 (meters)     289.92  (feet)  COMP
 EJ0238  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 EJ0238
 EJ0238  VERT ORDER  -  SECOND    CLASS 0
 EJ0238
 EJ0238.The horizontal coordinates were scaled from a topographic map and have
 EJ0238.an estimated accuracy of +/- 6 seconds.
 EJ0238
 EJ0238.The orthometric height was determined by differential leveling
 EJ0238.and adjusted by the National Geodetic Survey in June 1991..
 EJ0238
 EJ0238.The geoid height was determined by GEOID03.
 EJ0238
 EJ0238.The dynamic height is computed by dividing the NAVD 88
 EJ0238.geopotential number by the normal gravity value computed on the
 EJ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0238.degrees latitude (g = 980.6199 gals.).
 EJ0238
 EJ0238.The modeled gravity was interpolated from observed gravity values.
 EJ0238
 EJ0238;                    North         East    Units  Estimated Accuracy
 EJ0238;SPC AR S     -   649,980.      355,600.      MT  (+/- 180 meters Scaled)
 EJ0238
 EJ0238                          SUPERSEDED SURVEY CONTROL
 EJ0238
 EJ0238  NGVD 29 (??/??/92)   88.495  (m)          290.34   (f) ADJ UNCH    2 0
 EJ0238
 EJ0238.Superseded values are not recommended for survey control.
 EJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0238.See file dsdata.txt to determine how the superseded data were derived.
 EJ0238
 EJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU469642(NAD 83)
 EJ0238_MARKER: DB = BENCH MARK DISK
 EJ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0238_STAMPING: LEE 1934
 EJ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0238+STABILITY: SURFACE MOTION
 EJ0238
 EJ0238  HISTORY     - Date     Condition        Report By
 EJ0238  HISTORY     - 1934     MONUMENTED       CGS
 EJ0238  HISTORY     - 20050512 MARK NOT FOUND   GEOCAC
 EJ0238
 EJ0238                          STATION DESCRIPTION
 EJ0238
 EJ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0238'1.5 MI N FROM ROLAND.
 EJ0238'1.5 MILES NORTH OF, ALONG C.R.I. AND P. RY. FROM STATION POST SET IN Y
 EJ0238'OF PUBLIC ROAD.  ABOUT 300 FEET SOUTHWEST OF RAILROAD CROSSING. ABOUT
 EJ0238'125 FEET WEST OF M.P. NO. 161.  88.5 FEET NORTH OF SOUTH SIDE OF Y IN
 EJ0238'COUNTY PUBLIC ROAD.  81.8 FEET WEST OF CENTERLINE OF CHICAGO, ROCK
 EJ0238'ISLAND AND PACIFIC RY.  27.7 FEET SOUTH OF NORTH SIDE OF Y IN COUNTY
 EJ0238'PUBLIC ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0238
 EJ0238                          STATION RECOVERY (2005)
 EJ0238
 EJ0238'RECOVERY NOTE BY GEOCACHING 2005 (DOM)
 EJ0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2700 ***********************************************************************
 EH2700  DESIGNATION -  LEE
 EH2700  PID         -  EH2700
 EH2700  STATE/COUNTY-  AR/LEE
 EH2700  USGS QUAD   -  COUNCIL (1991)
 EH2700
 EH2700                         *CURRENT SURVEY CONTROL
 EH2700  ___________________________________________________________________
 EH2700* NAD 83(1997)-  34 52 17.33711(N)    090 25 41.33273(W)     ADJUSTED  
 EH2700* NAVD 88     -        67.3    (meters)     221.     (feet)  VERTCON   
 EH2700  ___________________________________________________________________
 EH2700  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 EH2700  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EH2700
 EH2700  HORZ ORDER  -  FIRST
 EH2700
 EH2700.The horizontal coordinates were established by classical geodetic methods
 EH2700.and adjusted by the National Geodetic Survey in September 1999..
 EH2700
 EH2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2700
 EH2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2700
 EH2700.The geoid height was determined by GEOID03.
 EH2700
 EH2700;                    North         East     Units Scale Factor Converg.
 EH2700;SPC AR S     -   645,655.363   543,713.440   MT  1.00002506   +0 52 47.1
 EH2700;SPC AR S     - 2,118,287.64  1,783,833.18   sFT  1.00002506   +0 52 47.1
 EH2700;SPC MS W     -   595,620.293   691,331.465   MT  0.99995093   -0 03 15.2
 EH2700;SPC MS W     - 1,954,130.91  2,268,143.31   sFT  0.99995093   -0 03 15.2
 EH2700;UTM  15      - 3,861,808.829   735,079.656   MT  1.00028116   +1 28 16.0
 EH2700
 EH2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2700!SPC AR S     -   0.99999368  x   1.00002506  =   1.00001874
 EH2700!SPC MS W     -   0.99999368  x   0.99995093  =   0.99994461
 EH2700!UTM  15      -   0.99999368  x   1.00028116  =   1.00027484
 EH2700
 EH2700|---------------------------------------------------------------------|
 EH2700| PID    Reference Object                     Distance      Geod. Az  |
 EH2700|                                                           dddmmss.s |
 EH2700| EH0215 H 219                               230.019 METERS 18507     |
 EH2700| EH2704 H 219 TPT                           223.861 METERS 18508     |
 EH2700| CY6872 LEE RM 1                             24.254 METERS 20246     |
 EH2700| CY6873 LEE RM 2                             26.409 METERS 32642     |
 EH2700| EH2710 HUGHES MUNICIPAL TANK               APPROX. 9.5 KM 3344819.2 |
 EH2700| EH2711 HUGHES E MUNICIPAL TANK             APPROX. 9.2 KM 3350437.2 |
 EH2700| EH2713 LEE AZ MK                           APPROX. 0.7 KM 3415417.0 |
 EH2700| EH2709 HUGHES FEDERAL COMPRESS S TANK      APPROX. 9.8 KM 3421907.0 |
 EH2700| EH2708 HUGHES FEDERAL COMPRESS N TANK      APPROX. 9.8 KM 3425352.5 |
 EH2700|---------------------------------------------------------------------|
 EH2700
 EH2700                          SUPERSEDED SURVEY CONTROL
 EH2700
 EH2700  NAD 83(1997)-  34 52 17.33707(N)    090 25 41.33246(W) AD(       ) 1
 EH2700  NAD 83(1997)-  34 52 17.33723(N)    090 25 41.33206(W) AD(       ) 1
 EH2700  NAD 83(1997)-  34 52 17.34547(N)    090 25 41.33350(W) AD(       ) 1
 EH2700  NAD 83(1986)-  34 52 17.34626(N)    090 25 41.33361(W) AD(       ) 1
 EH2700  NAD 27      -  34 52 16.99785(N)    090 25 40.96754(W) AD(       ) 1
 EH2700  NGVD 29 (07/19/86)   67.3    (m)          221.     (f) VERT ANG       
 EH2700
 EH2700.Superseded values are not recommended for survey control.
 EH2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2700.See file dsdata.txt to determine how the superseded data were derived.
 EH2700
 EH2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3508061809(NAD 83)
 EH2700_MARKER: DS = TRIANGULATION STATION DISK
 EH2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2700+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 EH2700
 EH2700  HISTORY     - Date     Condition        Report By
 EH2700  HISTORY     - 1979     MONUMENTED       NGS
 EH2700  HISTORY     - 20050413 GOOD             USACE
 EH2700
 EH2700                          STATION DESCRIPTION
 EH2700
 EH2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2700'THE STATION IS LOCATED ABOUT 9.65 KILOMETERS (6 MI.)
 EH2700'SOUTH-SOUTHEAST OF HUGHES, 4.83 KILOMETERS (3 MI.) EAST OF
 EH2700'COUNCIL LAKE AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.
 EH2700'PERMISSION WAS OBTAINED FROM ST. FRANCIS LEVEE DISTRICT,
 EH2700'MR. B.B. FAIR, CHIEF ENGINEER, P.O. BOX 308, WEST MEMPHIS,
 EH2700'ARKANSAS, 72301.  TELEPHONE 735-1062.
 EH2700'
 EH2700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND
 EH2700'149 IN HUGHES, GO EAST AND SOUTH ON STATE HIGHWAY 38 FOR
 EH2700'2.75 MILES (4.43 KM.) TO A FORK, AT A SIGN (EDS CAMP).
 EH2700'TAKE THE RIGHT FORK AND GO SOUTHERLY ON A GRAVEL ROAD FOR
 EH2700'2.35 MILES (3.78 KM.) TO A T-JUNCTION.  TURN LEFT AND GO SOUTHERLY
 EH2700'FOR 0.4 MILE (0.64 KM.) TO A FORK.  TAKE THE LEFT FORK AND GO
 EH2700'SOUTHEAST ALONG THE TOP OF A LEVEE FOR 1.7 MILES (2.74 KM.) TO THE
 EH2700'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEASTERLY ALONG THE TOP
 EH2700'OF THE LEVEE FOR 0.5 MILE (0.80 KM.) TO THE STATION ON THE LEFT.
 EH2700'
 EH2700'THE STATION IS A STANDARD NGS DISK
 EH2700'STAMPED---LEE 1979---,
 EH2700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2700'FLUSH WITH GROUND.  IT IS LOCATED
 EH2700'5.7 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2700'1.5 METERS NORTHWEST FROM A METAL WITNESS POST.
 EH2700'THE UNDERGROUND MARK IS A STANDARD DISK
 EH2700'STAMPED---LEE 1979---,
 EH2700'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1 METER BELOW
 EH2700'THE GROUND.
 EH2700'
 EH2700'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2700'STAMPED---LEE NO 1 1979---,
 EH2700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2700'FLUSH WITH GROUND.  IT IS LOCATED
 EH2700'5.3 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2700'0.4 METER EAST FROM A METAL WITNESS POST.
 EH2700'MARK IS BELOW STATION 0.3 METER.
 EH2700'
 EH2700'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 EH2700'STAMPED---LEE NO 2 1979---,
 EH2700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2700'FLUSH WITH GROUND.  IT IS LOCATED
 EH2700'4.0 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2700'0.45 METER WEST FROM A METAL WITNESS POST.
 EH2700'MARK IS BELOW STATION 0.3 METER.
 EH2700'
 EH2700'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2700'STAMPED---LEE 1979---,
 EH2700'FLUSH WITH GROUND.  IT IS LOCATED
 EH2700'5.0 METERS NORTH-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2700'0.35 METER SOUTH-SOUTHWEST FROM A METAL WITNESS P0ST.
 EH2700'
 EH2700'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 EH2700
 EH2700                          STATION RECOVERY (2005)
 EH2700
 EH2700'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1833 ***********************************************************************
 FG1833  DESIGNATION -  LEE
 FG1833  PID         -  FG1833
 FG1833  STATE/COUNTY-  AR/POPE
 FG1833  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1833
 FG1833                         *CURRENT SURVEY CONTROL
 FG1833  ___________________________________________________________________
 FG1833* NAD 83(1997)-  35 25 57.84969(N)    093 09 06.70013(W)     ADJUSTED  
 FG1833* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 FG1833  ___________________________________________________________________
 FG1833  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 FG1833  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FG1833
 FG1833  HORZ ORDER  -  THIRD
 FG1833
 FG1833.The horizontal coordinates were established by classical geodetic methods
 FG1833.and adjusted by the National Geodetic Survey in September 1999..
 FG1833
 FG1833.The orthometric height was scaled from a topographic map.
 FG1833
 FG1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1833
 FG1833.The geoid height was determined by GEOID03.
 FG1833
 FG1833;                    North         East     Units Scale Factor Converg.
 FG1833;SPC AR N     -   122,580.875   295,414.009   MT  0.99993941   -0 40 13.0
 FG1833;SPC AR N     -   402,167.42    969,204.13   sFT  0.99993941   -0 40 13.0
 FG1833;UTM  15      - 3,921,044.152   486,215.764   MT  0.99960234   -0 05 16.9
 FG1833
 FG1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1833!SPC AR N     -   0.99995525  x   0.99993941  =   0.99989466
 FG1833!UTM  15      -   0.99995525  x   0.99960234  =   0.99955761
 FG1833
 FG1833|---------------------------------------------------------------------|
 FG1833| PID    Reference Object                     Distance      Geod. Az  |
 FG1833|                                                           dddmmss.s |
 FG1833| CI1876 LEE RM 1                              8.519 METERS 09138     |
 FG1833| CI1875 LEE AZ MK                                          1363744.6 |
 FG1833| CI1877 LEE RM 2                             10.333 METERS 27056     |
 FG1833|---------------------------------------------------------------------|
 FG1833
 FG1833                          SUPERSEDED SURVEY CONTROL
 FG1833
 FG1833  NAD 83(1986)-  35 25 57.86128(N)    093 09 06.69939(W) AD(       ) 3
 FG1833  NAD 27      -  35 25 57.57000(N)    093 09 06.07500(W) AD(       ) 3
 FG1833
 FG1833.Superseded values are not recommended for survey control.
 FG1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1833.See file dsdata.txt to determine how the superseded data were derived.
 FG1833
 FG1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8621621044(NAD 83)
 FG1833_MARKER: DS = TRIANGULATION STATION DISK
 FG1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1833
 FG1833  HISTORY     - Date     Condition        Report By
 FG1833  HISTORY     - 1954     MONUMENTED       CGS
 FG1833  HISTORY     - 1967     GOOD             CGS
 FG1833
 FG1833                          STATION DESCRIPTION
 FG1833
 FG1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1833'THE STATION IS ABOUT 4 MILES NORTHWEST OF DOVER, NEAR THE
 FG1833'SOUTHEAST END OF LEE MOUNTAIN, IN THE NORTHEAST 1/4 OF SECTION
 FG1833'17, T 9 N, R 21 W AND ON LAND OWNED BY WAYNE NODIN.  IT IS
 FG1833'ABOUT 30 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A PEACH
 FG1833'ORCHARD, 9 FEET SOUTHEAST OF A GATE POST AND 9 FEET SOUTH OF
 FG1833'A 4 X 4 INCH WHITE WITNESS POST.
 FG1833'
 FG1833'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FG1833'7 AND 27, GO WEST AND NORTH ON HIGHWAY 7 FOR 2.25 MILES
 FG1833'TO A T-JUNCTION, TURN LEFT AND GO WESTERLY ON A GRAVELED
 FG1833'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 FG1833'WESTERLY 2.15 MILES TO A GATE AND A T-JUNCTION, TURN RIGHT
 FG1833'AND GO NORTH AND EAST FOR 0.8 MILE TO A T-JUNCTION, CONTINUE
 FG1833'EAST FOR 0.6 MILE TO A T-JUNCTION, CONTINUE EAST AND SOUTH
 FG1833'FOR 1.0 MILE TO A FARMHOUSE ON THE LEFT, BEAR RIGHT AND GO
 FG1833'SOUTHWEST ABOUT 60 YARDS TO A Y-JUNCTION, BEAR LEFT AND GO
 FG1833'SOUTH THROUGH THE ORCHARD FOR 0.15 MILE TO THE STATION.
 FG1833'
 FG1833'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FG1833'LEE 1954.
 FG1833'
 FG1833'REFERENCE MARK 1 IS 36 FEET SOUTHEAST OF THE EAST GATE POST.
 FG1833'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LEE NO
 FG1833'1 1964.
 FG1833'
 FG1833'REFERENCE MARK 2 IS 8 FEET NORTHWEST OF THE WEST GATE POST.
 FG1833'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LEE NO
 FG1833'2 1954.
 FG1833'
 FG1833'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF THE ROAD,
 FG1833'16 FEET WEST OF A FENCE CORNER 2 FEET SOUTH OF A FENCE AND
 FG1833'2 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK
 FG1833'PROJECTS 3 INCHES AND THE DISK IS STAMPED LEE 1954.
 FG1833'
 FG1833'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 FG1833
 FG1833                          STATION RECOVERY (1967)
 FG1833
 FG1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1833'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE
 FG1833'TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1833'
 FG1833'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF DOVER, NEAR
 FG1833'THE SOUTHEAST END OF LEE MOUNTAIN, IN THE NORTHEAST 1/4
 FG1833'OF SECTION 17, T 9 N, R 21 W AND NEAR THE SOUTH EDGE OF
 FG1833'THE MOUNTAIN.
 FG1833'
 FG1833'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 27 IN
 FG1833'DOVER, GO NORTH ON STATE HIGHWAY 7 FOR 1.6 MILES TO THE
 FG1833'JUNCTION OF STATE HIGHWAY 333.  CONTINUE AHEAD AND GO NORTH
 FG1833'ON STATE HIGHWAY 7 FOR 0.75 MILE TO A SIDE ROAD LEFT.  TURN
 FG1833'LEFT AND GO WEST ON GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH
 FG1833'MARK ON THE RIGHT.  CONTINUE AHEAD AND GO WESTERLY ON GRAVELED
 FG1833'ROAD FOR 1.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 FG1833'NORTHWESTERLY ON GRAVELED ROAD FOR 0.9 MILE TO A SIDE ROAD
 FG1833'RIGHT.  TURN RIGHT, GO NORTH AND EAST ON GRADED ROAD FOR
 FG1833'0.85 MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD AND GO EAST
 FG1833'ON GRADED ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT.  CONTINUE
 FG1833'AHEAD AND GO EAST ON FARM ROAD FOR 0.85 MILE TO AN OLD
 FG1833'SHED.  TAKE TRACK ROAD SOUTH THROUGH PEACH ORCHARD FOR 0.15
 FG1833'MILE TO THE HIGHEST POINT AND STATION.
 FG1833'
 FG1833'STATION MARK IS A STANDARD DISK, STAMPED LEE 1954, SET IN
 FG1833'THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT
 FG1833'IS 30 FEET SOUTH OF THE SOUTH EDGE OF THE PEACH ORCHARD,
 FG1833'9 FEET SOUTHEAST OF THE EAST GATE POST OF A GATE, 7 FEET
 FG1833'SOUTH OF A FENCE AND 2 FEET WEST OF A METAL WITNESS POST.
 FG1833'
 FG1833'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEE NO 1 1954,
 FG1833'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
 FG1833'IT IS 37 FEET EAST-SOUTHEAST OF THE GATE POST, 15 FEET SOUTH
 FG1833'OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1833'
 FG1833'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEE NO 2 1954,
 FG1833'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 FG1833'SURFACE.  IT IS 30 FEET WEST OF THE GATE POST, 3 FEET NORTH
 FG1833'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION
 FG1833'MARK.
 FG1833'
 FG1833'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEE 1954, SET IN
 FG1833'THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT
 FG1833'IS 30 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 16 FEET
 FG1833'WEST OF A T-FENCE CORNER, 2 FEET SOUTH OF A FENCE AND 1
 FG1833'FOOT NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0983 ***********************************************************************
 FH0983  DESIGNATION -  LEE
 FH0983  PID         -  FH0983
 FH0983  STATE/COUNTY-  AR/SEBASTIAN
 FH0983  USGS QUAD   -  BARLING (1987)
 FH0983
 FH0983                         *CURRENT SURVEY CONTROL
 FH0983  ___________________________________________________________________
 FH0983* NAD 83(1997)-  35 20 08.78333(N)    094 19 43.85757(W)     ADJUSTED  
 FH0983* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 FH0983  ___________________________________________________________________
 FH0983  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 FH0983  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FH0983
 FH0983  HORZ ORDER  -  FIRST
 FH0983
 FH0983.The horizontal coordinates were established by classical geodetic methods
 FH0983.and adjusted by the National Geodetic Survey in September 1999..
 FH0983
 FH0983.The orthometric height was scaled from a topographic map.
 FH0983
 FH0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0983
 FH0983.The geoid height was determined by GEOID03.
 FH0983
 FH0983;                    North         East     Units Scale Factor Converg.
 FH0983;SPC AR N     -   113,715.537   188,307.037   MT  0.99994529   -1 21 18.6
 FH0983;SPC AR N     -   373,081.72    617,804.00   sFT  0.99994529   -1 21 18.6
 FH0983;SPC OK S     -   228,195.433   933,691.572   MT  1.00002185   +2 05 01.7
 FH0983;SPC OK S     -   748,671.18  3,063,286.43   sFT  1.00002185   +2 05 01.7
 FH0983;SPC OK N     -    43,565.276   933,694.984   MT  1.00004993   +2 09 59.5
 FH0983;SPC OK N     -   142,930.41  3,063,297.63   sFT  1.00004993   +2 09 59.5
 FH0983;UTM  15      - 3,911,090.122   379,234.113   MT  0.99977973   -0 46 07.2
 FH0983
 FH0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0983!SPC AR N     -   0.99997647  x   0.99994529  =   0.99992176
 FH0983!SPC OK S     -   0.99997647  x   1.00002185  =   0.99999831
 FH0983!SPC OK N     -   0.99997647  x   1.00004993  =   1.00002639
 FH0983!UTM  15      -   0.99997647  x   0.99977973  =   0.99975620
 FH0983
 FH0983:                Primary Azimuth Mark                     Grid Az
 FH0983:SPC AR N     -  LEE AZ MK                                229 17 19.4
 FH0983:SPC OK S     -  LEE AZ MK                                225 50 59.1
 FH0983:SPC OK N     -  LEE AZ MK                                225 46 01.3
 FH0983:UTM  15      -  LEE AZ MK                                228 42 08.0
 FH0983
 FH0983|---------------------------------------------------------------------|
 FH0983| PID    Reference Object                     Distance      Geod. Az  |
 FH0983|                                                           dddmmss.s |
 FH0983| CI1872 LEE AZ MK                                          2275600.8 |
 FH0983| CI1874 LEE RM 2                             88.380 METERS 27918     |
 FH0983| FH0992 FORT SMITH COMPRESS STANDPIPE       APPROX.10.9 KM 3181815.0 |
 FH0983| FH0980 VAN BUREN                           APPROX.12.5 KM 3463805.8 |
 FH0983| CI1873 LEE RM 1                             74.966 METERS 35633     |
 FH0983|---------------------------------------------------------------------|
 FH0983
 FH0983                          SUPERSEDED SURVEY CONTROL
 FH0983
 FH0983  NAD 83(1997)-  35 20 08.78842(N)    094 19 43.85367(W) AD(       ) 1
 FH0983  NAD 83(1986)-  35 20 08.78830(N)    094 19 43.84727(W) AD(       ) 1
 FH0983  NAD 27      -  35 20 08.46200(N)    094 19 43.08200(W) AD(       ) 1
 FH0983
 FH0983.Superseded values are not recommended for survey control.
 FH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0983.See file dsdata.txt to determine how the superseded data were derived.
 FH0983
 FH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7923411090(NAD 83)
 FH0983_MARKER: DS = TRIANGULATION STATION DISK
 FH0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0983
 FH0983  HISTORY     - Date     Condition        Report By
 FH0983  HISTORY     - 1940     MONUMENTED       CGS
 FH0983  HISTORY     - 1940     GOOD             CGS
 FH0983  HISTORY     - 1948     GOOD             CGS
 FH0983  HISTORY     - 1953     GOOD             USAF
 FH0983  HISTORY     - 1954     GOOD             CGS
 FH0983  HISTORY     - 1955     GOOD             CGS
 FH0983  HISTORY     - 1959     GOOD             CGS
 FH0983  HISTORY     - 1963     GOOD             USE
 FH0983  HISTORY     - 1963     GOOD             CGS
 FH0983  HISTORY     - 1978     GOOD             NGS
 FH0983
 FH0983                          STATION DESCRIPTION
 FH0983
 FH0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0983'STATION IS ABOUT 5-1/2 MILES SE OF FORT SMITH AND 1/2 MILE
 FH0983'S OF STATE HIGHWAY 22 IN THE CENTER AND HIGHEST POINT OF A
 FH0983'PASTURE ON THE PROPERTY OF J.S. LEE.
 FH0983'
 FH0983'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FH0983'BRONZE DISKS SET IN CONCRETE.
 FH0983'
 FH0983'THE SURFACE MARK IS 1-1/2 FEET BELOW THE GROUND, STAMPED
 FH0983'LEE 1940.  NO WITNESS POST SET AT STATION.
 FH0983'
 FH0983'REFERENCE MARK NO.1 IS N OF STATION, 4 FEET S OF ROCK
 FH0983'RETAINING WALL AT EDGE OF DROPOFF INTO GULLEY, PROJECTS
 FH0983'6 INCHES, 5 FEET BELOW STATION, AND IS STAMPED LEE NO.1, 1940.
 FH0983'
 FH0983'REFERENCE MARK NO.2 IS W OF STATION, 40 FEET SE OF ROCK
 FH0983'WALL, PROJECTS 6 INCHES, IS 6 FEET BELOW STATION, AND IS
 FH0983'STAMPED LEE NO. 2 1940.
 FH0983'
 FH0983'AZIMUTH MARK IS REACHED BY CONTINUING ON ROAD 1/4 MILE W
 FH0983'FROM LEES HOUSE TO MARK ON RIGHT, 18 FEET N OF ROAD, 2.6
 FH0983'FEET S OF WHITE WITNESS POST, 2.6 FEET NW OF FENCE CORNER,
 FH0983'AND PROJECTS 6 INCHES.  IT IS STAMPED LEE 1940.
 FH0983'
 FH0983'REACHED FROM THE FIRST NATIONAL BANK BUILDING IN FORT SMITH
 FH0983'BY GOING S AND E ON STATE HIGHWAY 22 FOR 6-1/2 MILES TO WHERE
 FH0983'HIGHWAY 22 TURNS LEFT (E) TO TOP OF HILL AT DIRT ROAD LEADING
 FH0983'S, CONTINUE STRAIGHT AHEAD ON DIRT ROAD 0.3 MILE, TURN RIGHT
 FH0983'(W), AND GO 0.6 MILE TO J.S. LEES HOUSE ON RIGHT, TURN RIGHT
 FH0983'(N) INTO LANE PAST HOUSE, THROUGH BARNYARD AND INTO PASTURE
 FH0983'N OF HOUSE 0.2 MILE TO STATION AT HIGHEST POINT OF PASTURE.
 FH0983'
 FH0983'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH0983
 FH0983                          STATION RECOVERY (1940)
 FH0983
 FH0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LR)
 FH0983'IT WAS NECESSARY TO REMOVE LEE AZIMUTH MARK SO THE W.P.A.
 FH0983'COULD BUILD A ROAD.  THE DIRECTION TO THIS AZIMUTH WAS PRESERVED,
 FH0983'THAT IS, THE AZIMUTH WAS MOVED ON LINE TO THE STATION MARK.
 FH0983'
 FH0983'THE ROAD DESCRIBED IN THE ORIGINAL DESCRIPTION FROM HIGHWAY
 FH0983'22, IS NOW A GRAVEL ROAD INSTEAD OF DIRT.  THE MARK IS NOW
 FH0983'11.0 FEET E OF FENCE CORNER, INSTEAD OF 2.6 FEET NW AS ORIGINALLY
 FH0983'DESCRIBED.
 FH0983
 FH0983                          STATION RECOVERY (1948)
 FH0983
 FH0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 FH0983'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FH0983
 FH0983                          STATION RECOVERY (1953)
 FH0983
 FH0983'RECOVERY NOTE BY US AIR FORCE 1953
 FH0983'LETTER OF LT. COL HOWARD A. BURD, COMDR., 1ST COMPUTATIONS
 FH0983'TECHNICAL SQUADRON, FORBES AFB, TOPEKA, KANS., DATED OCT.
 FH0983'13, 1953-
 FH0983'
 FH0983'STATION MARKER AND R.M. NO. 1 WERE FOUND AS DESCRIBED AND
 FH0983'IN GOOD CONDITION.
 FH0983
 FH0983                          STATION RECOVERY (1954)
 FH0983
 FH0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (AMS)
 FH0983'STATION RECOVERED AS DESCRIBED WITH FOLLOWING ADDITIONS AND
 FH0983'EXCEPTIONS STAMPED ONLY LEE - NO YEAR.
 FH0983'
 FH0983'ADDITIONS- 7 FEET ENE OF NE CORNER OF MONNIE SPRINGS CHURCH.
 FH0983
 FH0983                          STATION RECOVERY (1955)
 FH0983
 FH0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 FH0983'STATION AND R.MS 1 AND 2 FOUND AS DESCRIBED IN GOOD CONDITION.
 FH0983'THE AZIMUTH MARK WAS FOUND TORN OUT AND LAYING IN A DITCH LINE.
 FH0983
 FH0983                          STATION RECOVERY (1959)
 FH0983
 FH0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0983'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 FH0983'FOUND IN GOOD CONDITION.  THE CONCRETE POST FOR THE AZIMUTH MARK
 FH0983'HAD BEEN REMOVED AND WAS FOUND LYING ON TOP OF THE GROUND.
 FH0983'THE DISK WAS REMOVED AND WILL BE FORWARDED TO THE WASHINGTON
 FH0983'OFFICE.
 FH0983'
 FH0983'DUE TO SOME MINOR ROAD CHANGES A NEW DESCRIPTION TO REACH
 FH0983'FOLLOWS- TO REACH FROM FORT SMITH, FROM THE 1ST NATIONAL
 FH0983'BANK AT 6TH AND GARRISON, GO EAST AND SOUTHEAST ON STATE
 FH0983'HIGHWAY 22 FOR 7.25 MILES TO ANGLING CROSSROADS AT TOP OF
 FH0983'HILL, TURN RIGHT AND GO SOUTH FOR 0.5 MILE, TURN RIGHT AND
 FH0983'GO WEST FOR 0.55 MILE TO MR. LEES HOUSE ON RIGHT.  THE STATION
 FH0983'IS ABOUT 0.2 MILE NORTH OF HOUSE ON HIGHEST POINT OF HILL.
 FH0983'
 FH0983'NO OBJECTS WERE VISABLE FROM THE GROUND AT THE STATION SO
 FH0983'A NEW AZIMUTH MARK COULD NOT BE ESTABLISHED AT THIS TIME.
 FH0983
 FH0983                          STATION RECOVERY (1963)
 FH0983
 FH0983'RECOVERY NOTE BY US ENGINEERS 1963
 FH0983'3RD TAB 25TH ARTY.
 FH0983'
 FH0983'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 FH0983'AZIMUTH MARK BELIEVED TO BE DESTROYED UPON EXPANSION OF DIRT
 FH0983'ROAD IN VICINITY OF AZIMUTH MARK.
 FH0983'
 FH0983'TO REACH STATION FROM MAIN GATE OF FORT CHAFFEE, GO W
 FH0983'ON HWY 22 APPROXIMATELY 2 MILES, TURN S ON BLACK TOP ROAD FOR
 FH0983'APPROXIMATELY 1 MILE TO MR. J.S. LEES PLACE.  A BRICK HOME IS NOW
 FH0983'LOCATED 66 FEET W OF STATION.  A TELEPHONE POLE 9403 IS LOCATED
 FH0983'24 FEET NE OF STATION.
 FH0983
 FH0983                          STATION RECOVERY (1963)
 FH0983
 FH0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 FH0983'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FH0983'IN GOOD CONDTION AS DESCRIBED.
 FH0983'
 FH0983'A HOUSE WILL BE CONSTRUCTED IN THE SPRING OF 1963 ABOUT
 FH0983'100 FEET SOUTHWEST OF THE STATION.
 FH0983
 FH0983                          STATION RECOVERY (1978)
 FH0983
 FH0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (VEN)
 FH0983'STATION, REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED WITH THE
 FH0983'DESCRIPTION CHANGE THAT THE PROPERTY BELONGS TO DR. PRENTISS WARE.
 FH0983'
 FH0983'AZIMUTH MARK WAS DESTROYED AS NOTED IN RECOVERY NOTE OF 1959.
 FH0983'
 FH0983'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MI SE OF FORT
 FH0983'SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2713 ***********************************************************************
 EH2713  DESIGNATION -  LEE AZ MK
 EH2713  PID         -  EH2713
 EH2713  STATE/COUNTY-  AR/LEE
 EH2713  USGS QUAD   -  HUGHES (1993)
 EH2713
 EH2713                         *CURRENT SURVEY CONTROL
 EH2713  ___________________________________________________________________
 EH2713* NAD 83(1997)-  34 52 40.40156(N)    090 25 50.47799(W)     ADJUSTED  
 EH2713* NAVD 88     -        67.0    (meters)     220.     (feet)  VERTCON   
 EH2713  ___________________________________________________________________
 EH2713  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 EH2713  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EH2713
 EH2713  HORZ ORDER  -  SECOND
 EH2713
 EH2713.The horizontal coordinates were established by classical geodetic methods
 EH2713.and adjusted by the National Geodetic Survey in September 1999..
 EH2713
 EH2713.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2713
 EH2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2713
 EH2713.The geoid height was determined by GEOID03.
 EH2713
 EH2713;                    North         East     Units Scale Factor Converg.
 EH2713;SPC AR S     -   646,362.493   543,470.300   MT  1.00002670   +0 52 42.0
 EH2713;SPC AR S     - 2,120,607.61  1,783,035.48   sFT  1.00002670   +0 52 42.0
 EH2713;SPC MS W     -   596,331.239   691,099.901   MT  0.99995098   -0 03 20.4
 EH2713;SPC MS W     - 1,956,463.41  2,267,383.59   sFT  0.99995098   -0 03 20.4
 EH2713;UTM  15      - 3,862,513.591   734,829.166   MT  1.00027971   +1 28 11.6
 EH2713
 EH2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2713!SPC AR S     -   0.99999373  x   1.00002670  =   1.00002043
 EH2713!SPC MS W     -   0.99999373  x   0.99995098  =   0.99994471
 EH2713!UTM  15      -   0.99999373  x   1.00027971  =   1.00027344
 EH2713
 EH2713                          SUPERSEDED SURVEY CONTROL
 EH2713
 EH2713  NAD 83(1997)-  34 52 40.40153(N)    090 25 50.47770(W) AD(       ) 2
 EH2713  NAD 83(1997)-  34 52 40.40170(N)    090 25 50.47727(W) AD(       ) 2
 EH2713  NAD 83(1997)-  34 52 40.41007(N)    090 25 50.47822(W) AD(       ) 2
 EH2713  NAD 83(1986)-  34 52 40.41069(N)    090 25 50.47892(W) AD(       ) 2
 EH2713  NAD 27      -  34 52 40.06285(N)    090 25 50.11243(W) AD(       ) 2
 EH2713  NGVD 29 (07/19/86)   67.0    (m)          220.     (f) VERT ANG       
 EH2713
 EH2713.Superseded values are not recommended for survey control.
 EH2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2713.See file dsdata.txt to determine how the superseded data were derived.
 EH2713
 EH2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3482962514(NAD 83)
 EH2713_MARKER: DZ = AZIMUTH MARK DISK
 EH2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2713+STABILITY: SURFACE MOTION
 EH2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2713+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 EH2713
 EH2713  HISTORY     - Date     Condition        Report By
 EH2713  HISTORY     - 1979     MONUMENTED       NGS
 EH2713  HISTORY     - 20050413 GOOD             USACE
 EH2713
 EH2713                          STATION DESCRIPTION
 EH2713
 EH2713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2713'THE STATION IS LOCATED ABOUT 9.65 KILOMETERS (6 MI)
 EH2713'SOUTH-SOUTHEAST OF HUGHES, 4.83 KILOMETERS (3 MI)
 EH2713'EAST OF COUNCIL LAKE AND ATOP THE WEST LEVEE ALONG
 EH2713'THE MISSISSIPPI RIVER.  PERMISSION FOR THE STATION WAS
 EH2713'OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 EH2713'ST FRANCIS LEVEE DISTRICT OF ARKANSAS, BOX 308,
 EH2713'WEST MEMPHIS, AR 72301.
 EH2713'TELEPHONE NUMBER 501-735-1062.
 EH2713'
 EH2713'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH2713'38 AND 149 IN HUGHES, GO EAST AND SOUTH ON STATE HIGHWAY 38,
 EH2713'FOR 2.75 MILES (4.43 KM) TO A FORK AT SIGN (EDS CAMP).
 EH2713'TAKE THE RIGHT FORK AND GO SOUTH ON A GRAVELED ROAD FOR
 EH2713'2.35 MILES (3.78 KM) TO A T-JUNCTION.  TURN LEFT AND GO
 EH2713'SOUTHERLY FOR 0.4 MILE (0.64 KM) TO A FORK.  TAKE THE LEFT
 EH2713'FORK AND GO SOUTHEAST ALONG THE LEVEE ROAD FOR 1.7 MILES
 EH2713'(2.74 KM) TO THE STATION ON THE LEFT.
 EH2713'
 EH2713'THE STATION IS STANDARD AZIMUTH MARK DISK
 EH2713'STAMPED---LEE 1979---,
 EH2713'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2713'FLUSH WITH GROUND.  IT IS LOCATED
 EH2713'5.0 METERS NORTH-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2713'0.35 METER SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 EH2713'
 EH2713'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.6 METERS.
 EH2713
 EH2713                          STATION RECOVERY (2005)
 EH2713
 EH2713'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1460 ***********************************************************************
 FF1460  DESIGNATION -  LEEP
 FF1460  PID         -  FF1460
 FF1460  STATE/COUNTY-  AR/WHITE
 FF1460  USGS QUAD   -  MC RAE (1992)
 FF1460
 FF1460                         *CURRENT SURVEY CONTROL
 FF1460  ___________________________________________________________________
 FF1460* NAD 83(1986)-  35 05 26.     (N)    091 51 06.     (W)     SCALED    
 FF1460* NAVD 88     -        69.78   (+/-2cm)     228.9    (feet)  VERTCON   
 FF1460  ___________________________________________________________________
 FF1460  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1460
 FF1460  VERT ORDER  -  ? (See Below)
 FF1460
 FF1460.The horizontal coordinates were scaled from a topographic map and have
 FF1460.an estimated accuracy of +/- 6 seconds.
 FF1460
 FF1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1460.The vertical order pertains to the NGVD 29 superseded value.
 FF1460
 FF1460.The geoid height was determined by GEOID03.
 FF1460
 FF1460;                    North         East    Units  Estimated Accuracy
 FF1460;SPC AR N     -    84,020.      413,530.      MT  (+/- 180 meters Scaled)
 FF1460
 FF1460                          SUPERSEDED SURVEY CONTROL
 FF1460
 FF1460  NGVD 29 (??/??/??)   69.765  (m)          228.89   (f) ADJUSTED    ?  
 FF1460
 FF1460.Superseded values are not recommended for survey control.
 FF1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1460.See file dsdata.txt to determine how the superseded data were derived.
 FF1460
 FF1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU046836(NAD 83)
 FF1460_MARKER: DD = SURVEY DISK
 FF1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1460_STAMPING: LEEP 1934
 FF1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1460+STABILITY: SURFACE MOTION
 FF1460
 FF1460  HISTORY     - Date     Condition        Report By
 FF1460  HISTORY     - 1934     MONUMENTED       ARGS
 FF1460  HISTORY     - 1955     GOOD             CGS
 FF1460
 FF1460                          STATION DESCRIPTION
 FF1460
 FF1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1460'2.1 MI NE FROM BEEBE.
 FF1460'2.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1460'STATION AT BEEBE, 5.5 FEET NORTH OF POLE 310+23, 24.5 FEET
 FF1460'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, AND 10-1/2
 FF1460'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 FF1460'DISK, STAMPED LEEP 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0765 ***********************************************************************
 EJ0765  DESIGNATION -  LEG
 EJ0765  PID         -  EJ0765
 EJ0765  STATE/COUNTY-  AR/PULASKI
 EJ0765  USGS QUAD   -  FOURCHE (1984)
 EJ0765
 EJ0765                         *CURRENT SURVEY CONTROL
 EJ0765  ___________________________________________________________________
 EJ0765* NAD 83(1986)-  34 56 36.     (N)    092 30 29.     (W)     SCALED    
 EJ0765* NAVD 88     -        89.851  (meters)     294.79   (feet)  ADJUSTED  
 EJ0765  ___________________________________________________________________
 EJ0765  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EJ0765  DYNAMIC HT  -          89.766 (meters)     294.51  (feet)  COMP
 EJ0765  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 EJ0765
 EJ0765  VERT ORDER  -  SECOND    CLASS 0
 EJ0765
 EJ0765.The horizontal coordinates were scaled from a topographic map and have
 EJ0765.an estimated accuracy of +/- 6 seconds.
 EJ0765
 EJ0765.The orthometric height was determined by differential leveling
 EJ0765.and adjusted by the National Geodetic Survey in June 1991..
 EJ0765
 EJ0765.The geoid height was determined by GEOID03.
 EJ0765
 EJ0765.The dynamic height is computed by dividing the NAVD 88
 EJ0765.geopotential number by the normal gravity value computed on the
 EJ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0765.degrees latitude (g = 980.6199 gals.).
 EJ0765
 EJ0765.The modeled gravity was interpolated from observed gravity values.
 EJ0765
 EJ0765;                    North         East    Units  Estimated Accuracy
 EJ0765;SPC AR S     -   652,640.      353,590.      MT  (+/- 180 meters Scaled)
 EJ0765
 EJ0765                          SUPERSEDED SURVEY CONTROL
 EJ0765
 EJ0765  NGVD 29 (??/??/92)   89.890  (m)          294.91   (f) ADJ UNCH    2 0
 EJ0765
 EJ0765.Superseded values are not recommended for survey control.
 EJ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0765.See file dsdata.txt to determine how the superseded data were derived.
 EJ0765
 EJ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU449668(NAD 83)
 EJ0765_MARKER: DB = BENCH MARK DISK
 EJ0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0765_STAMPING: LEG 1934
 EJ0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0765+STABILITY: SURFACE MOTION
 EJ0765
 EJ0765  HISTORY     - Date     Condition        Report By
 EJ0765  HISTORY     - 1934     MONUMENTED       CGS
 EJ0765
 EJ0765                          STATION DESCRIPTION
 EJ0765
 EJ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0765'4 MI N FROM ROLAND.
 EJ0765'4. MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION ABOUT 1.5 MILE
 EJ0765'WEST OF I.Z. PATTON FARM.  34.9 FEET WEST OF ROCK LEDGE.  21.5 FEET
 EJ0765'NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R..  9.7
 EJ0765'FEET SOUTHWEST OF TELEPHONE POLE MARKED 163+15.  TABLET SET IN PRECAST
 EJ0765'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1929 ***********************************************************************
 FG1929  DESIGNATION -  LEHMAN
 FG1929  PID         -  FG1929
 FG1929  STATE/COUNTY-  AR/MADISON
 FG1929  USGS QUAD   -  ST PAUL (1973)
 FG1929
 FG1929                         *CURRENT SURVEY CONTROL
 FG1929  ___________________________________________________________________
 FG1929* NAD 83(1997)-  35 52 29.11111(N)    093 45 31.82235(W)     ADJUSTED  
 FG1929* NAVD 88     -       721.1    (meters)    2366.     (feet)  VERTCON   
 FG1929  ___________________________________________________________________
 FG1929  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 FG1929  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG1929
 FG1929  HORZ ORDER  -  FIRST
 FG1929
 FG1929.The horizontal coordinates were established by classical geodetic methods
 FG1929.and adjusted by the National Geodetic Survey in September 1999..
 FG1929
 FG1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1929
 FG1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1929
 FG1929.The geoid height was determined by GEOID03.
 FG1929
 FG1929;                    North         East     Units Scale Factor Converg.
 FG1929;SPC AR N     -   172,427.586   241,182.751   MT  0.99994875   -1 01 24.5
 FG1929;SPC AR N     -   565,706.17    791,280.41   sFT  0.99994875   -1 01 24.5
 FG1929;UTM  15      - 3,970,322.724   431,498.983   MT  0.99965782   -0 26 41.0
 FG1929
 FG1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1929!SPC AR N     -   0.99989120  x   0.99994875  =   0.99983996
 FG1929!UTM  15      -   0.99989120  x   0.99965782  =   0.99954906
 FG1929
 FG1929|---------------------------------------------------------------------|
 FG1929| PID    Reference Object                     Distance      Geod. Az  |
 FG1929|                                                           dddmmss.s |
 FG1929| CI1879 LEHMAN RM 1                          15.054 METERS 10800     |
 FG1929| CI1878 LEHMAN AZ MK                                       2223356.6 |
 FG1929| CI1880 LEHMAN RM 2                          12.079 METERS 22931     |
 FG1929|---------------------------------------------------------------------|
 FG1929
 FG1929                          SUPERSEDED SURVEY CONTROL
 FG1929
 FG1929  NAD 83(1997)-  35 52 29.12252(N)    093 45 31.82311(W) AD(       ) 1
 FG1929  NAD 83(1986)-  35 52 29.12214(N)    093 45 31.82428(W) AD(       ) 1
 FG1929  NAD 27      -  35 52 28.83928(N)    093 45 31.13366(W) AD(       ) 1
 FG1929  NGVD 29 (07/19/86)  721.0    (m)         2365.     (f) VERT ANG       
 FG1929
 FG1929.Superseded values are not recommended for survey control.
 FG1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1929.See file dsdata.txt to determine how the superseded data were derived.
 FG1929
 FG1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3149970323(NAD 83)
 FG1929_MARKER: DS = TRIANGULATION STATION DISK
 FG1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1929
 FG1929  HISTORY     - Date     Condition        Report By
 FG1929  HISTORY     - 1971     MONUMENTED       NGS
 FG1929
 FG1929                          STATION DESCRIPTION
 FG1929
 FG1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1929'THE STATION IS ABOUT 7-1/2 MILES EAST AND 1 MILE NORTH OF DELANEY, 6
 FG1929'1/2 MILES WEST AND 3 MILES NORTH OF PETTIGREW AND 3 MILES NORTH OF
 FG1929'ST PAUL, IN THE SOUTHEAST 1/4 OF SECTION 17, T. 14 N., R. 26 W.,
 FG1929'ABOUT 1 100 FEET SOUTH OF THE HIGHEST POINT OF A GRASS COVERED HILL,
 FG1929'ON PROPERTY OF W. C. LEHMAN.
 FG1929'
 FG1929'TO REACH THE STATION FROM THE POST OFFICE IN ST PAUL, GO NORTHEAST ON
 FG1929'STATE HIGHWAY 23 AND 16 FOR 1.95 MILES TO WHERE STATE HIGHWAY 16
 FG1929'TURNS RIGHT AND STATE HIGHWAY 23 CONTINUES AHEAD.  CONTINUE NORTH
 FG1929'EAST AND NORTH ON HIGHWAY 23 FOR 1.7 MILES TO A GRAVELED SIDE ROAD
 FG1929'LEFT JUST BEFORE REACHING A CURVE IN THE HIGHWAY.  BEAR LEFT AND
 FG1929'GO NORTHWEST AND WEST ON GRAVELED ROAD FOR 1.4 MILES TO W. C.
 FG1929'LEHMANS HOME ON THE LEFT.  CONTINUE NORTHWEST ON TRACK ROAD,
 FG1929'PASSING TO THE EAST OF HOUSE FOR 0.05 MILE TO A METAL GATE.  PASS
 FG1929'THROUGH GATE AND GO NORTHWEST FOR 0.2 MILE TO THE STATION ON THE
 FG1929'RIGHT.
 FG1929'
 FG1929'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST AND SOUTH
 FG1929'WEST ON TRACK ROAD FOR 0.1 MILE TO THE METAL GATE.  PASS THROUGH
 FG1929'GATE AND GO SOUTHWEST ACROSS PASTURE FOR 0.15 MILE TO A FENCE AND
 FG1929'THE MARK.
 FG1929'
 FG1929'STATION MARKS ARE STANDARD DISKS, STAMPED LEHMAN 1971, THE SURFACE
 FG1929'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 FG1929'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 20.0 FEET NORTH OF
 FG1929'THE CENTER OF A TRACK ROAD.  THE UNDERGROUND MARK IS SET IN A DRILL
 FG1929'HOLE IN BEDROCK 32 INCHES BELOW THE GROUND SURFACE.
 FG1929'
 FG1929'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEHMAN NO 1 1971, SET IN
 FG1929'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1929'WITH THE GROUND SURFACE.  IT IS 6.0 FEET SOUTH OF THE CENTER OF THE
 FG1929'TRACK ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 FG1929'
 FG1929'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEHMAN NO 2 1971, SET IN
 FG1929'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1929'WITH THE GROUND SURFACE.  IT IS 6.0 FEET NORTH OF THE CENTER OF THE
 FG1929'TRACK ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1929'
 FG1929'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEHMAN 1971, SET IN THE TOP
 FG1929'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5 INCHES
 FG1929'ABOVE THE GROUND.  IT IS 5.0 FEET NORTHWEST OF A 14 INCH OAK TREE,
 FG1929'1.8 FEET EAST OF A WITNESS POST, 1.0 FOOT NORTH-NORTHEAST OF A FENCE
 FG1929'AND ABOUT 20 YARDS NORTH OF THE NORTHWEST END OF A SMALL POND.
 FG1929'
 FG1929'HEIGHT OF LIGHT ABOVE STATION MARK 18.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1835 ***********************************************************************
 EJ1835  DESIGNATION -  LEOLA
 EJ1835  PID         -  EJ1835
 EJ1835  STATE/COUNTY-  AR/GRANT
 EJ1835  USGS QUAD   -  LEOLA (1984)
 EJ1835
 EJ1835                         *CURRENT SURVEY CONTROL
 EJ1835  ___________________________________________________________________
 EJ1835* NAD 83(1997)-  34 09 48.22780(N)    092 34 19.18065(W)     ADJUSTED  
 EJ1835* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 EJ1835  ___________________________________________________________________
 EJ1835  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 EJ1835  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EJ1835
 EJ1835  HORZ ORDER  -  SECOND
 EJ1835
 EJ1835.The horizontal coordinates were established by classical geodetic methods
 EJ1835.and adjusted by the National Geodetic Survey in September 1999..
 EJ1835
 EJ1835.The orthometric height was scaled from a topographic map.
 EJ1835
 EJ1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1835
 EJ1835.The geoid height was determined by GEOID03.
 EJ1835
 EJ1835;                    North         East     Units Scale Factor Converg.
 EJ1835;SPC AR S     -   566,153.245   347,262.235   MT  0.99992099   -0 19 12.5
 EJ1835;SPC AR S     - 1,857,454.44  1,139,309.52   sFT  0.99992099   -0 19 12.5
 EJ1835;UTM  15      - 3,780,356.055   539,449.665   MT  0.99961918   +0 14 25.3
 EJ1835
 EJ1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1835!SPC AR S     -   0.99998921  x   0.99992099  =   0.99991020
 EJ1835!UTM  15      -   0.99998921  x   0.99961918  =   0.99960840
 EJ1835
 EJ1835|---------------------------------------------------------------------|
 EJ1835| PID    Reference Object                     Distance      Geod. Az  |
 EJ1835|                                                           dddmmss.s |
 EJ1835| CY6877 LEOLA RM 1                           30.359 METERS 14349     |
 EJ1835| EJ1836 CARTHAGE MUNICIPAL TANK             APPROX.10.0 KM 1732623.9 |
 EJ1835| CY6880 LEOLA RM 4                           20.138 METERS 21116     |
 EJ1835| CY6878 LEOLA RM 2                           29.852 METERS 25004     |
 EJ1835| EJ1842 ARKANSAS FORESTRY COMM LOT 52       APPROX.10.3 KM 2565851.2 |
 EJ1835| EJ1834 LEOLA HERMAN WILSON LMBR CO TK      APPROX. 1.5 KM 2721320.8 |
 EJ1835| CY6876 LEOLA AZ MK                                        2903658.7 |
 EJ1835| CY6879 LEOLA RM 3 AZIMUTH                                 2903658.2 |
 EJ1835| EJ1833 LEOLA H G TOLER AND SONS TANK       APPROX. 3.6 KM 3184604.6 |
 EJ1835|---------------------------------------------------------------------|
 EJ1835
 EJ1835                          SUPERSEDED SURVEY CONTROL
 EJ1835
 EJ1835  NAD 83(1986)-  34 09 48.23815(N)    092 34 19.17046(W) AD(       ) 2
 EJ1835  NAD 27      -  34 09 47.88690(N)    092 34 18.59655(W) AD(       ) 2
 EJ1835
 EJ1835.Superseded values are not recommended for survey control.
 EJ1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1835.See file dsdata.txt to determine how the superseded data were derived.
 EJ1835
 EJ1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3945080356(NAD 83)
 EJ1835_MARKER: DS = TRIANGULATION STATION DISK
 EJ1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1835
 EJ1835  HISTORY     - Date     Condition        Report By
 EJ1835  HISTORY     - 1964     MONUMENTED       CGS
 EJ1835  HISTORY     - 1967     GOOD             CGS
 EJ1835
 EJ1835                          STATION DESCRIPTION
 EJ1835
 EJ1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1835'NO MEASUREMENTS BETWEEN REFERENCE MARKS, TREES ON LINE.
 EJ1835'
 EJ1835'ABOUT 1 MILE SOUTHEAST OF LEOLA, IN THE SOUTHWEST 1/4 OF
 EJ1835'SEC. 25, T-6-S, R-15-W, AND ON THE PROPERTY OF THE ACME BRICK
 EJ1835'COMPANY.  IT IS 133 FEET NORTHEAST OF THE CENTERLINE OF
 EJ1835'STATE HIGHWAY 229, 112 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EJ1835'OF AN OLD FRAME HOUSE, 99 FEET NORTHEAST OF A WITNESS POST
 EJ1835'AND 51 FEET SOUTH OF A 40 INCH OAK TREE.  THE MONUMENT PROJECTS
 EJ1835'3 INCHES AND THE DISK IS STAMPED LEOLA 1964.
 EJ1835'
 EJ1835'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46
 EJ1835'AND 229 IN LEOLA, GO EAST AND SOUTHEAST ON HIGHWAY 229 FOR
 EJ1835'0.9 MILE TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE SOUTHEAST
 EJ1835'ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE LEFT.
 EJ1835'
 EJ1835'REFERENCE MARK 1 IS 29 FEET WEST OF A 10 INCH PINE TREE
 EJ1835'AND 15 FEET NORTHEAST OF A 9 INCH PINE TREE.  THE MONUMENT
 EJ1835'PROJECTS 6 INCHES AND THE DISK IS STAMPED LEOLA NO 1 1964.
 EJ1835'
 EJ1835'REFERENCE MARK 2 IS 46 FEET SOUTHEAST OF THE CENTERLINE OF
 EJ1835'A DRIVEWAY, 33 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EJ1835'AND 1 FOOT SOUTHEAST OF A WITNESS POST.  THE MONUMENT PROJECTS
 EJ1835'2 INCHES AND THE DISK IS STAMPED LEOLA NO 2 1964.
 EJ1835'
 EJ1835'REFERENCE MARK 3 IS 35 FEET SOUTHEAST OF THE CENTERLINE
 EJ1835'OF THE HIGHWAY, 14 FEET EAST OF AN 8 INCH PINE TREE, 2 FEET
 EJ1835'NORTHEAST OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 EJ1835'AND THE DISK IS STAMPED LEOLA NO 3 1964.
 EJ1835'
 EJ1835'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EJ1835
 EJ1835                          STATION RECOVERY (1967)
 EJ1835
 EJ1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ1835'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EJ1835'DUE TO ROAD CONSTRUCTION THE ARKANSAS STATE HIGHWAY DEPARTMENT
 EJ1835'REQUESTED REFERENCE MARKS 2 AND 3 BE MOVED.  REFERENCE MARK
 EJ1835'4 WAS ESTABLISHED AND AN AZIMUTH MARK WAS ESTABLISHED ON LINE WITH
 EJ1835'REFERENCE MARK 3 WHICH WAS USED FOR AN AZIMUTH MARK.  AFTER THE
 EJ1835'AZIMUTH MARK AND REFERENCE MARK 4 WERE ESTABLISHED REFERENCE
 EJ1835'MARKS 2 AND 3 WERE DESTROYED.  FOLLOWING IS A NEW AND COMPLETE
 EJ1835'DESCRIPTION.
 EJ1835'
 EJ1835'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF LEOLA, IN THE
 EJ1835'SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 6 SOUTH, RANGE 15 WEST
 EJ1835'AND ON PROPERTY OF THE ACME BRICK COMPANY.
 EJ1835'
 EJ1835'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 299 IN
 EJ1835'LEOLA, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 229 FOR 1.05
 EJ1835'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD
 EJ1835'AND GO SOUTHEAST ON THE HIGHWAY FOR 0.2 MILE TO THE STATION
 EJ1835'ON THE LEFT.
 EJ1835'
 EJ1835'STATION MARK IS A STANDARD DISK, STAMPED LEOLA 1964, SET
 EJ1835'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 EJ1835'SURFACE.  IT IS 115 FEET NORTHEAST OF THE CENTER OF STATE
 EJ1835'HIGHWAY 229, 109 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EJ1835'OF AN OLD HOUSE, 31 FEET NORTH OF THE CENTER OF A TRACK
 EJ1835'ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EJ1835'
 EJ1835'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEOLA NO 1 1964,
 EJ1835'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 EJ1835'IT IS 97 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 15
 EJ1835'FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND ABOUT 2 FEET
 EJ1835'LOWER THAN THE STATION.
 EJ1835'
 EJ1835'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED LEOLA NO 4 1967,
 EJ1835'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 EJ1835'SURFACE. IT IS 57 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 17
 EJ1835'FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 1 FOOT
 EJ1835'SOUTH OF A METAL WITNESS POST AND ABOUT 2 FEET LOWER THAN
 EJ1835'THE STATION.
 EJ1835'
 EJ1835'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEOLA 1967, SET
 EJ1835'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT
 EJ1835'IS 65 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 229,
 EJ1835'46 FEET WEST OF A GUY POLE FOR POWERLINE, 25 FEET SOUTHWEST
 EJ1835'OF THE HIGHWAY RIGHT-OF-WAY AND 1 FOOT NORTH OF A METAL
 EJ1835'WITNESS POST.
 EJ1835'
 EJ1835'R.M. 3 TO AZ MK = - 1.282 FEET
 EJ1835'
 EJ1835'LEOLA 1964 TO R.M. 4 = - 2.172 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1833 ***********************************************************************
 EJ1833  DESIGNATION -  LEOLA H G TOLER AND SONS TANK
 EJ1833  PID         -  EJ1833
 EJ1833  STATE/COUNTY-  AR/GRANT
 EJ1833  USGS QUAD   -  LEOLA (1984)
 EJ1833
 EJ1833                         *CURRENT SURVEY CONTROL
 EJ1833  ___________________________________________________________________
 EJ1833* NAD 83(1997)-  34 11 14.91432(N)    092 35 50.61327(W)     ADJUSTED  
 EJ1833* NAVD 88     -                                                        
 EJ1833  ___________________________________________________________________
 EJ1833  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 EJ1833  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EJ1833
 EJ1833  HORZ ORDER  -  THIRD
 EJ1833
 EJ1833.The horizontal coordinates were established by classical geodetic methods
 EJ1833.and adjusted by the National Geodetic Survey in September 1999..
 EJ1833
 EJ1833
 EJ1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1833
 EJ1833.The geoid height was determined by GEOID03.
 EJ1833
 EJ1833;                    North         East     Units Scale Factor Converg.
 EJ1833;SPC AR S     -   568,837.406   344,936.162   MT  0.99992202   -0 20 03.7
 EJ1833;SPC AR S     - 1,866,260.72  1,131,678.06   sFT  0.99992202   -0 20 03.7
 EJ1833;UTM  15      - 3,783,016.524   537,098.158   MT  0.99961696   +0 13 34.4
 EJ1833
 EJ1833                          SUPERSEDED SURVEY CONTROL
 EJ1833
 EJ1833  NAD 83(1986)-  34 11 14.92487(N)    092 35 50.60348(W) AD(       ) 4
 EJ1833  NAD 27      -  34 11 14.57604(N)    092 35 50.02577(W) AD(       ) 3
 EJ1833
 EJ1833.Superseded values are not recommended for survey control.
 EJ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1833.See file dsdata.txt to determine how the superseded data were derived.
 EJ1833
 EJ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3709883017(NAD 83)
 EJ1833_MARKER: 51 = TANK
 EJ1833
 EJ1833  HISTORY     - Date     Condition        Report By
 EJ1833  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1833
 EJ1833                          STATION DESCRIPTION
 EJ1833
 EJ1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1833'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EJ1833'ABOUT 1 MILE NORTHWEST OF LEOLA, ON THE LUMBER YARD OF THE
 EJ1833'H.G. TOLER AND SONS LUMBER COMPANY AND ABOUT 300 FEET EAST
 EJ1833'OF THE SAW MILL BUILDING.  IT IS A FOUR LEGGED SELF SUPPORTED
 EJ1833'STEEL STRUCTURE PAINTED ALUMINUM AND THE HEIGHT IS ABOUT
 EJ1833'100 FEET.
 EJ1833'
 EJ1833'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 229 AT
 EJ1833'THE NORTH EDGE OF LEOLA, GO NORTHWEST ON HIGHWAY 229 FOR 0.7
 EJ1833'MILE TO THE H.G. TOLER AND SONS LUMBER COMPANY ON THE RIGHT
 EJ1833'AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1834 ***********************************************************************
 EJ1834  DESIGNATION -  LEOLA HERMAN WILSON LMBR CO TK
 EJ1834  PID         -  EJ1834
 EJ1834  STATE/COUNTY-  AR/GRANT
 EJ1834  USGS QUAD   -  LEOLA (1984)
 EJ1834
 EJ1834                         *CURRENT SURVEY CONTROL
 EJ1834  ___________________________________________________________________
 EJ1834* NAD 83(1997)-  34 09 50.14602(N)    092 35 18.76708(W)     ADJUSTED  
 EJ1834* NAVD 88     -                                                        
 EJ1834  ___________________________________________________________________
 EJ1834  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 EJ1834  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EJ1834
 EJ1834  HORZ ORDER  -  THIRD
 EJ1834
 EJ1834.The horizontal coordinates were established by classical geodetic methods
 EJ1834.and adjusted by the National Geodetic Survey in September 1999..
 EJ1834
 EJ1834
 EJ1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1834
 EJ1834.The geoid height was determined by GEOID03.
 EJ1834
 EJ1834;                    North         East     Units Scale Factor Converg.
 EJ1834;SPC AR S     -   566,220.995   345,736.521   MT  0.99992101   -0 19 45.9
 EJ1834;SPC AR S     - 1,857,676.71  1,134,303.90   sFT  0.99992101   -0 19 45.9
 EJ1834;UTM  15      - 3,780,408.861   537,923.823   MT  0.99961773   +0 13 51.8
 EJ1834
 EJ1834                          SUPERSEDED SURVEY CONTROL
 EJ1834
 EJ1834  NAD 83(1986)-  34 09 50.15641(N)    092 35 18.75774(W) AD(       ) 4
 EJ1834  NAD 27      -  34 09 49.80548(N)    092 35 18.18264(W) AD(       ) 3
 EJ1834
 EJ1834.Superseded values are not recommended for survey control.
 EJ1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1834.See file dsdata.txt to determine how the superseded data were derived.
 EJ1834
 EJ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3792480409(NAD 83)
 EJ1834_MARKER: 51 = TANK
 EJ1834
 EJ1834  HISTORY     - Date     Condition        Report By
 EJ1834  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1834
 EJ1834                          STATION DESCRIPTION
 EJ1834
 EJ1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1834'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EJ1834'AT THE SOUTH EDGE OF LEOLA ABOUT 0.1 MILE NORTHEAST OF THE
 EJ1834'HERMAN WILSON LUMBER CO. SAW MILL.  IT IS A FOUR LEGGED SELF
 EJ1834'SUPPORTED STEEL STRUCTURE, PAINTED GRAY AND THE OVERALL
 EJ1834'HEIGHT IS ABOUT 100 FEET.  IT IS OWNED AND OPERATED BY THE THE
 EJ1834'HERMAN WILSON LUMBER CO.
 EJ1834'
 EJ1834'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 229
 EJ1834'IN LEOLA, GO SOUTH ON HIGHWAY 46 FOR 0.2 MILE TO WHERE HIGHWAY
 EJ1834'46 TURNS SHARP RIGHT (WEST).  CONTINUE SOUTH ON A PAVED ROAD
 EJ1834'FOR 0.2 MILE TO THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1919 ***********************************************************************
 FF1919  DESIGNATION -  LEPANTO
 FF1919  PID         -  FF1919
 FF1919  STATE/COUNTY-  AR/POINSETT
 FF1919  USGS QUAD   -  LEPANTO (1983)
 FF1919
 FF1919                         *CURRENT SURVEY CONTROL
 FF1919  ___________________________________________________________________
 FF1919* NAD 83(1997)-  35 35 51.46400(N)    090 18 17.96798(W)     ADJUSTED  
 FF1919* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 FF1919  ___________________________________________________________________
 FF1919  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FF1919  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF1919
 FF1919  HORZ ORDER  -  SECOND
 FF1919
 FF1919.The horizontal coordinates were established by classical geodetic methods
 FF1919.and adjusted by the National Geodetic Survey in September 1999..
 FF1919
 FF1919.The orthometric height was scaled from a topographic map.
 FF1919
 FF1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1919
 FF1919.The geoid height was determined by GEOID03.
 FF1919
 FF1919;                    North         East     Units Scale Factor Converg.
 FF1919;SPC AR N     -   141,584.814   553,583.396   MT  0.99993596   +0 59 10.8
 FF1919;SPC AR N     -   464,516.18  1,816,214.86   sFT  0.99993596   +0 59 10.8
 FF1919;UTM  15      - 3,942,664.949   744,151.871   MT  1.00033464   +1 34 10.2
 FF1919
 FF1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1919!SPC AR N     -   0.99999369  x   0.99993596  =   0.99992965
 FF1919!UTM  15      -   0.99999369  x   1.00033464  =   1.00032832
 FF1919
 FF1919|---------------------------------------------------------------------|
 FF1919| PID    Reference Object                     Distance      Geod. Az  |
 FF1919|                                                           dddmmss.s |
 FF1919| FF2232 LEPANTO RM 3                         12.037 METERS 15619     |
 FF1919| CI4489 LEPANTO RM 1                         23.244 METERS 16621     |
 FF1919| FF2234 LEPANTO AZ MK                                      1772955.5 |
 FF1919| CI4490 LEPANTO RM 2                         26.182 METERS 25405     |
 FF1919| FF2233 LEPANTO RM 4                         26.150 METERS 25407     |
 FF1919| FF1920 LEPANTO FEDERAL COMPRESS N TK       APPROX. 2.5 KM 2920520.9 |
 FF1919| FF1918 LEPANTO MUNICIPAL TANK              APPROX. 2.7 KM 2943520.5 |
 FF1919|---------------------------------------------------------------------|
 FF1919
 FF1919                          SUPERSEDED SURVEY CONTROL
 FF1919
 FF1919  NAD 83(1997)-  35 35 51.46528(N)    090 18 17.96742(W) AD(       ) 2
 FF1919  NAD 83(1986)-  35 35 51.47587(N)    090 18 17.96775(W) AD(       ) 2
 FF1919  NAD 27      -  35 35 51.18800(N)    090 18 17.61380(W) AD(       ) 2
 FF1919
 FF1919.Superseded values are not recommended for survey control.
 FF1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1919.See file dsdata.txt to determine how the superseded data were derived.
 FF1919
 FF1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4415242665(NAD 83)
 FF1919_MARKER: DS = TRIANGULATION STATION DISK
 FF1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1919
 FF1919  HISTORY     - Date     Condition        Report By
 FF1919  HISTORY     - 1954     MONUMENTED       CGS
 FF1919  HISTORY     - 1970     GOOD             NGS
 FF1919
 FF1919                          STATION DESCRIPTION
 FF1919
 FF1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1919'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION
 FF1919'11, T 11 N, R 7 E, ABOUT 11 MILES NORTHWEST OF JOINER, 1.5 MILES
 FF1919'SOUTHEAST OF LEPANTO, 1 MILE SOUTH OF STATE HIGHWAY 14,
 FF1919'1 MILE EAST OF STATE HIGHWAY 143, 75 FEET SOUTHEAST OF THE
 FF1919'SOUTHEAST CORNER OF A FARMHOUSE, 55 FEET EAST OF THE SOUTHEAST
 FF1919'CORNER OF A GARAGE, 41 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 FF1919'28 FEET SOUTHEAST OF A 36 INCH OAK TREE, 5 FEET WEST-NORTHWEST
 FF1919'OF A WHITE 4 IN X 4 IN WITNESS POST, AND ON LAND OWNED BY MRS.
 FF1919'JOHN CLEM.
 FF1919'
 FF1919'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FF1919'143 AND 40 IN LEPANTO, GO SOUTH AND EAST ON STATE HIGHWAY
 FF1919'143 FOR 1.3 MILES TO A CROSSROADS, TURN LEFT (EAST) FOR
 FF1919'0.9 MILE TO ANOTHER CROSSROADS, TURN RIGHT (SOUTH) FOR 0.1
 FF1919'MILE TO STATION ON THE RIGHT AS DESCRIBED.
 FF1919'
 FF1919'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FF1919'STAMPED LEPANTO 1954.
 FF1919'
 FF1919'REFERENCE MARK 1 IS 23 FEET WEST OF THE CENTER OF THE GRAVEL
 FF1919'ROAD AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 FF1919'4 INCHES AND THE DISK IS STAMPED LEPANTO NO 1 1954.
 FF1919'
 FF1919'REFERENCE MARK 2 IS 30 FEET SOUTH OF THE SOUTHWEST CORNER OF
 FF1919'THE GARAGE, 6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FF1919'CHICKEN COOP, AND 1.5 FEET SOUTH OF A WIRE FENCE.  THE MARK
 FF1919'PROJECTS 4 INCHES AND THE DISK IS STAMPED LEPANTO NO 2
 FF1919'1954.
 FF1919'
 FF1919'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF A DIRT
 FF1919'ROAD, 6 FEET NORTH-NORTHEAST OF A POWER POLE, 2 FEET NORTH
 FF1919'OF A WHITE 4 IN X 4 IN WITNESS POST, AND 1 FOOT WEST OF A
 FF1919'WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 FF1919'STAMPED LEPANTO 1954.
 FF1919'
 FF1919'NOTE- THE TOP OF THE AZIMUTH MARK HAS BEEN DEFACED BY
 FF1919'CATTLE, BUT THE DISK IS INTACT.
 FF1919'
 FF1919'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 FF1919'THE GRAVEL ROAD FOR 0.2 MILE TO A POINT WHERE THE MAIN TRAVELED
 FF1919'ROAD TURNS LEFT, CONTINUE STRAIGHT AHEAD (SOUTH) FOR 0.05 MILE TO
 FF1919'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FF1919'
 FF1919'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 FF1919
 FF1919                          STATION RECOVERY (1970)
 FF1919
 FF1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FF1919'THE STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FF1919'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND COMPLETELY
 FF1919'UPROOTED BY GRADING ALONG A GRAVELED ROAD.  REFERENCE MARK
 FF1919'NO. 2 HAD BEEN STRUCK BY FARMING EQUIPMENT AND THE DISK
 FF1919'WAS POPPED OFF THE SHANK.  THE CONCRETE MONUMENT FOR REFERENCE
 FF1919'MARK NO. 1 WAS RESET AND THE EARTH FIRMLY TAMPED AROUND THE
 FF1919'MARK, AND THE DISK WAS ALTERED TO READ LEPANTO 1954 NO 3 1970.
 FF1919'A FIRM PLUMBING BENCH WAS ERECTED OVER THE SHANK FOR REFERENCE
 FF1919'MARK NO. 2 AND THE POINT HELD.  THE TOP OF THE CONCRETE
 FF1919'MONUMENT WAS THEN CHISELED OFF FLUSH WITH THE SURFACE OF THE
 FF1919'GROUND AND A NEW DISK STAMPED LEPANTO 1954 NO 4 1970 WAS
 FF1919'CEMENTED IN A DRILL HOLE IN THE TOP OF THE MONUMENT, AND
 FF1919'DIRECTLY UNDER THE POINT HELD.  THE STATION WAS THEN
 FF1919'OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE
 FF1919'AZIMUTH MARK AND THE NEWLY SET REFERENCE MARKS.  IN CHECKING
 FF1919'THE HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND
 FF1919'REFERENCE MARK NO. 4 (POINT HELD OVER SHANK OF OLD
 FF1919'REFERENCE MARK NO. 1), A DISCREPANCY OF PLUS 02 MIN
 FF1919'02.7 SEC WAS NOTED, AND IN CHECKING THE HORIZONTAL MEASURED
 FF1919'DISTANCE BETWEEN THE STATION AND THE POINT HELD, A
 FF1919'DISCREPANCY OF - 0.10 OF A FOOT WAS NOTED.
 FF1919'EVIDENTLY THE CONCRETE MONUMENT WAS MOVED WHEN STRUCK, BUT IS
 FF1919'NOW FIRM IN THE GROUND.
 FF1919'
 FF1919'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1919'
 FF1919'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF JOINER,
 FF1919'1.5 MILES NORTHEAST OF LEPANTO, 1 MILE SOUTH OF STATE ROUTE
 FF1919'14, 1 MILE EAST OF STATE ROUTE 135, AND IN THE FARM YARD OF
 FF1919'PROPERTY OWNED BY MRS. JOHN CLEM.
 FF1919'
 FF1919'TO REACH THE STATION FROM THE JUNCTIONS OF STATE ROUTES
 FF1919'14, 135 AND 140 IN LEPANTO, GO SOUTH AND EAST ON STATE ROUTE
 FF1919'135 (GREENWOOD AVENUE) FOR 1.3 MILES TO A GRAVELED CROSSROAD.
 FF1919'HERE TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.9
 FF1919'OF A NILE TO A GRAVELD T CROSSROAD, TURN RIGHT ON GRAVELED ROAD
 FF1919'AND GO SOUTH 0.1 OF A MILE TO THE FARM HOME OF MRS. JOHN
 FF1919'CLEM ON THE RIGHT AND THE STATION IN THE LAWN AS DESCRIBED.
 FF1919'
 FF1919'THE STATION IS 88 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FF1919'OF THE CLEM FARMHOUSE, 83 FEET SOUTH OF THE APPROXIMATE
 FF1919'CENTER OF A DRIVEWAY, 70 FEET EAST-NORTHEAST OF A 16-INCH
 FF1919'PECAN TREE, 47 FEET EAST OF THE SOUTHEAST CORNER OF A GARAGE,
 FF1919'42 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD, 41
 FF1919'FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, AND
 FF1919'31 FEET SOUTHEAST OF A 36-INCH SWEET GUM TREE.  IT IS A
 FF1919'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 FF1919'MONUMENT ABOUT 2 INCHES BELOW THE SWARD AND THE DISK IS
 FF1919'STAMPED LEPANTO 1954.
 FF1919'
 FF1919'REFERENCE MARK NO. 3 IS 119 FEET SOUTH OF THE APPROXIMATE CENTER
 FF1919'OF THE DRIVEWAY, 85.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 FF1919'CORNER OF THE GARAGE, 82 FEET EAST OF THE 16-INCH PECAN
 FF1919'TREE, 70 FEET SOUTH-SOUTHEAST OF THE 36-INCH SWEET GUM TREE,
 FF1919'26 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 FF1919'6 FEET NORTH OF THE NORTH EDGE OF THE CULTIVATED FIELD, AND
 FF1919'NEAR THE SOUTHEAST CORNER OF THE LAWN AREA.  IT IS A STANDARD
 FF1919'DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE
 FF1919'MONUMENT AND THE DISK IS STAMPED LEPANTO 1954 NO 3 1970.
 FF1919'
 FF1919'REFERENCE MARK NO. 4 IS 52 FEET SOUTHEAST OF A 30-INCH
 FF1919'SYCAMORE TREE, 44 FEET SOUTH OF A 50-INCH SWEET GUM TREE,
 FF1919'42 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE GARAGE, 34
 FF1919'FEET SOUTH OF THE SOUTHWEST CORNER OF THE GARAGE, 18 FEET NORTH
 FF1919'OF THE NORTH EDGE OF THE CULTIVATED FIELD, AND 17.5 FEET
 FF1919'WEST OF THE 16-INCH PECAN TREE.  IT IS A STANDARD DISK SET
 FF1919'IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 FF1919'AND THE DISK IS STAMPED LEPANTO 1954 NO 4 1970.
 FF1919'
 FF1919'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO.
 FF1919'3 AND REFERENCE MARK NO. 4 IS 99.19 FEET - (30.233) METERS.
 FF1919'
 FF1919'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE NORTHEAST CORNER
 FF1919'OF A BARN LOT, 39 FEET NORTH OF A 48-INCH CYPRESS TREE, 22
 FF1919'FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 7
 FF1919'FEET NORTH-NORTHEAST OF A POWERLINE POLE, 0.8 OF A FOOT
 FF1919'NORTH OF A METAL WITNESS POST AND SIGN, AND 0.6 OF A FOOT WEST
 FF1919'OF THE BARN LOT FENCE.  IT IS A STANDARD DISK SET IN THE TOP
 FF1919'OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 FF1919'AND THE DISK IS STAMPED LEPANTO 1954.
 FF1919'
 FF1919'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 FF1919'ON THE GRAVELED ROAD FOR 0.2 OF A MILE TO A T ROAD LEFT, EAST,
 FF1919'HERE CONTINUE SOUTH ON GRAVELED ROAD FOR 0.05 OF A MILE
 FF1919'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FF1919'
 FF1919'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.5
 FF1919'MILES NORTHEAST OF LEPANTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1920 ***********************************************************************
 FF1920  DESIGNATION -  LEPANTO FEDERAL COMPRESS N TK
 FF1920  PID         -  FF1920
 FF1920  STATE/COUNTY-  AR/POINSETT
 FF1920  USGS QUAD   -  LEPANTO (1983)
 FF1920
 FF1920                         *CURRENT SURVEY CONTROL
 FF1920  ___________________________________________________________________
 FF1920* NAD 83(1997)-  35 36 21.74312(N)    090 19 49.35559(W)     ADJUSTED  
 FF1920* NAVD 88     -                                                        
 FF1920  ___________________________________________________________________
 FF1920  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FF1920  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF1920
 FF1920  HORZ ORDER  -  THIRD
 FF1920
 FF1920.The horizontal coordinates were established by classical geodetic methods
 FF1920.and adjusted by the National Geodetic Survey in September 1999..
 FF1920
 FF1920
 FF1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1920
 FF1920.The geoid height was determined by GEOID03.
 FF1920
 FF1920;                    North         East     Units Scale Factor Converg.
 FF1920;SPC AR N     -   142,478.520   551,267.641   MT  0.99993601   +0 58 17.6
 FF1920;SPC AR N     -   467,448.28  1,808,617.25   sFT  0.99993601   +0 58 17.6
 FF1920;UTM  15      - 3,943,535.373   741,826.226   MT  1.00032070   +1 33 18.1
 FF1920
 FF1920                          SUPERSEDED SURVEY CONTROL
 FF1920
 FF1920  NAD 83(1997)-  35 36 21.74414(N)    090 19 49.35350(W) AD(       ) 4
 FF1920  NAD 83(1986)-  35 36 21.75515(N)    090 19 49.35541(W) AD(       ) 4
 FF1920  NAD 27      -  35 36 21.46900(N)    090 19 48.99900(W) AD(       ) 3
 FF1920
 FF1920.Superseded values are not recommended for survey control.
 FF1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1920.See file dsdata.txt to determine how the superseded data were derived.
 FF1920
 FF1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4182643535(NAD 83)
 FF1920_MARKER: 53 = ELEVATED TANK
 FF1920
 FF1920  HISTORY     - Date     Condition        Report By
 FF1920  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1920
 FF1920                          STATION DESCRIPTION
 FF1920
 FF1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1920'THE STATION IS LOCATED IN THE SOUTHERN PART OF LEPANTO ON THE
 FF1920'PROPERTY OF THE FEDERAL COMPRESS COMPANY.  IT IS AN ELEVATED
 FF1920'ALUMINUM TANK, SUPPORTED ON FOUR LEGS, BRIGHT ALUMINUM IN COLOR,
 FF1920'OVAL IN SHAPE, AND ABOUT 135 FEET HIGH.  THIS TANK HAS A CAPACITY
 FF1920'OF 100,000 GALLONS AND WAS BUILT IN 1948.  THE POINT OBSERVED
 FF1920'ON WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1918 ***********************************************************************
 FF1918  DESIGNATION -  LEPANTO MUNICIPAL TANK
 FF1918  PID         -  FF1918
 FF1918  STATE/COUNTY-  AR/POINSETT
 FF1918  USGS QUAD   -  LEPANTO (1983)
 FF1918
 FF1918                         *CURRENT SURVEY CONTROL
 FF1918  ___________________________________________________________________
 FF1918* NAD 83(1997)-  35 36 28.12953(N)    090 19 56.11263(W)     ADJUSTED  
 FF1918* NAVD 88     -                                                        
 FF1918  ___________________________________________________________________
 FF1918  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FF1918  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF1918
 FF1918  HORZ ORDER  -  THIRD
 FF1918
 FF1918.The horizontal coordinates were established by classical geodetic methods
 FF1918.and adjusted by the National Geodetic Survey in September 1999..
 FF1918
 FF1918
 FF1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1918
 FF1918.The geoid height was determined by GEOID03.
 FF1918
 FF1918;                    North         East     Units Scale Factor Converg.
 FF1918;SPC AR N     -   142,672.426   551,094.272   MT  0.99993602   +0 58 13.7
 FF1918;SPC AR N     -   468,084.45  1,808,048.46   sFT  0.99993602   +0 58 13.7
 FF1918;UTM  15      - 3,943,727.577   741,650.824   MT  1.00031966   +1 33 14.4
 FF1918
 FF1918                          SUPERSEDED SURVEY CONTROL
 FF1918
 FF1918  NAD 83(1997)-  35 36 28.13053(N)    090 19 56.11057(W) AD(       ) 4
 FF1918  NAD 83(1986)-  35 36 28.14159(N)    090 19 56.11248(W) AD(       ) 4
 FF1918  NAD 27      -  35 36 27.85500(N)    090 19 55.75600(W) AD(       ) 3
 FF1918
 FF1918.Superseded values are not recommended for survey control.
 FF1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1918.See file dsdata.txt to determine how the superseded data were derived.
 FF1918
 FF1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4165143728(NAD 83)
 FF1918_MARKER: 53 = ELEVATED TANK
 FF1918
 FF1918  HISTORY     - Date     Condition        Report By
 FF1918  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1918
 FF1918                          STATION DESCRIPTION
 FF1918
 FF1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1918'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF ALEXANDER
 FF1918'AND ELM STREETS IN LEPANTO.  IT IS AN ELEVATED STEEL TANK,
 FF1918'SUPPORTED ON FOUR LEGS, ALUMINUM IN COLOR, AND ABOUT 110
 FF1918'FEET HIGH.  THE POINT OBSERVED ON WAS THE APEX OF THE TANK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1773 ***********************************************************************
 FG1773  DESIGNATION -  LESLIE
 FG1773  PID         -  FG1773
 FG1773  STATE/COUNTY-  AR/SEARCY
 FG1773  USGS QUAD   -  LESLIE (1963)
 FG1773
 FG1773                         *CURRENT SURVEY CONTROL
 FG1773  ___________________________________________________________________
 FG1773* NAD 83(1997)-  35 47 51.92427(N)    092 33 31.25842(W)     ADJUSTED  
 FG1773* NAVD 88     -       478.     (meters)    1568.     (feet)  SCALED    
 FG1773  ___________________________________________________________________
 FG1773  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 FG1773  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG1773
 FG1773  HORZ ORDER  -  THIRD
 FG1773
 FG1773.The horizontal coordinates were established by classical geodetic methods
 FG1773.and adjusted by the National Geodetic Survey in September 1999..
 FG1773
 FG1773.The orthometric height was scaled from a topographic map.
 FG1773
 FG1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1773
 FG1773.The geoid height was determined by GEOID03.
 FG1773
 FG1773;                    North         East     Units Scale Factor Converg.
 FG1773;SPC AR N     -   162,609.606   349,501.945   MT  0.99994285   -0 19 30.3
 FG1773;SPC AR N     -   533,495.02  1,146,657.63   sFT  0.99994285   -0 19 30.3
 FG1773;UTM  15      - 3,961,606.928   539,876.295   MT  0.99961959   +0 15 29.3
 FG1773
 FG1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1773!SPC AR N     -   0.99992933  x   0.99994285  =   0.99987218
 FG1773!UTM  15      -   0.99992933  x   0.99961959  =   0.99954895
 FG1773
 FG1773:                Primary Azimuth Mark                     Grid Az
 FG1773:SPC AR N     -  ELBERTA                                  064 41 53.0
 FG1773:UTM  15      -  ELBERTA                                  064 06 53.4
 FG1773
 FG1773|---------------------------------------------------------------------|
 FG1773| PID    Reference Object                     Distance      Geod. Az  |
 FG1773|                                                           dddmmss.s |
 FG1773| FG1680 ELBERTA                             APPROX. 7.2 KM 0642222.7 |
 FG1773| CI2325 LESLIE RM 1                           9.244 METERS 14758     |
 FG1773| CI2326 LESLIE RM 2                           9.312 METERS 24424     |
 FG1773|---------------------------------------------------------------------|
 FG1773
 FG1773                          SUPERSEDED SURVEY CONTROL
 FG1773
 FG1773  NAD 83(1986)-  35 47 51.93588(N)    092 33 31.25726(W) AD(       ) 3
 FG1773  NAD 27      -  35 47 51.65500(N)    092 33 30.67100(W) AD(       ) 3
 FG1773
 FG1773.Superseded values are not recommended for survey control.
 FG1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1773.See file dsdata.txt to determine how the superseded data were derived.
 FG1773
 FG1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3987661607(NAD 83)
 FG1773_MARKER: DS = TRIANGULATION STATION DISK
 FG1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1773
 FG1773  HISTORY     - Date     Condition        Report By
 FG1773  HISTORY     - 1954     MONUMENTED       CGS
 FG1773
 FG1773                          STATION DESCRIPTION
 FG1773
 FG1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1773'THE STATION IS 2-1/2 MILES SOUTH OF LESLIE, 1 MILE SOUTH
 FG1773'OF MIDDLE FORK LITTLE RED RIVER, 1 MILE WEST OF U.S. HIGHWAY
 FG1773'65, 134 FEET NORTH OF A GRAVELED ROAD, 63 FEET NORTHEAST
 FG1773'OF THE NORTHEAST CORNER OF AN OLD ABANDONED ROCK HOUSE,
 FG1773'AND 5 FEET SOUTHWEST OF A 4 IN X 4 IN WITNESS POST.  IT
 FG1773'IS ON THE HIGHEST HILL IN THE VICINITY.
 FG1773'
 FG1773'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 FG1773'AND STATE HIGHWAY 66 IN LESLIE GO SOUTH ON U.S. HIGHWAY
 FG1773'65 FOR 1.15 MILES TO THE BRIDGE OVER THE MIDDLE FORK LITTLE
 FG1773'RED RIVER, CONTINUE SOUTH ON THE HIGHWAY FOR 0.15 MILE TO
 FG1773'A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO ON THE GRAVELED
 FG1773'ROAD WESTERLY FOR 1.05 MILES TO A FORK, TURN RIGHT, FOLLOWING
 FG1773'MAIN TRAVELED ROAD FOR 0.55 MILE TO THE TOP OF THE HILL,
 FG1773'A ROCK HOUSE ON THE RIGHT AND THE STATION MARK ON THE RIGHT.
 FG1773'
 FG1773'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1773'STAMPED LESLIE 1954.
 FG1773'
 FG1773'REFERENCE MARK NO.1 IS 104 FEET NORTH OF THE GRAVELED ROAD
 FG1773'AND 57 FEET EAST OF THE NORTHEAST CORNER OF THE ROCK HOUSE.
 FG1773'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FG1773'LESLIE NO 1 1954.
 FG1773'
 FG1773'REFERENCE MARK NO. 2 IS 134 FEET NORTH OF THE GRAVELED ROAD
 FG1773'AND 34 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE ROCK
 FG1773'HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1773'STAMPED LESLIE NO 2 1954.
 FG1773'
 FG1773'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 FG1773'
 FG1773'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1412 ***********************************************************************
 DL1412  DESIGNATION -  LESTER
 DL1412  PID         -  DL1412
 DL1412  STATE/COUNTY-  AR/OUACHITA
 DL1412  USGS QUAD   -  BRAGG CITY (1985)
 DL1412
 DL1412                         *CURRENT SURVEY CONTROL
 DL1412  ___________________________________________________________________
 DL1412* NAD 83(1997)-  33 42 51.85888(N)    092 56 38.23312(W)     ADJUSTED  
 DL1412* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 DL1412  ___________________________________________________________________
 DL1412  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DL1412  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DL1412
 DL1412  HORZ ORDER  -  FIRST
 DL1412
 DL1412.The horizontal coordinates were established by classical geodetic methods
 DL1412.and adjusted by the National Geodetic Survey in September 1999..
 DL1412
 DL1412.The orthometric height was scaled from a topographic map.
 DL1412
 DL1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1412
 DL1412.The geoid height was determined by GEOID03.
 DL1412
 DL1412;                    North         East     Units Scale Factor Converg.
 DL1412;SPC AR S     -   516,610.451   312,509.298   MT  0.99993397   -0 31 42.0
 DL1412;SPC AR S     - 1,694,912.79  1,025,290.92   sFT  0.99993397   -0 31 42.0
 DL1412;UTM  15      - 3,730,491.942   505,193.017   MT  0.99960033   +0 01 52.0
 DL1412
 DL1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1412!SPC AR S     -   0.99998798  x   0.99993397  =   0.99992195
 DL1412!UTM  15      -   0.99998798  x   0.99960033  =   0.99958831
 DL1412
 DL1412|---------------------------------------------------------------------|
 DL1412| PID    Reference Object                     Distance      Geod. Az  |
 DL1412|                                                           dddmmss.s |
 DL1412| CY6883 LESTER RM 2                          33.857 METERS 01611     |
 DL1412| CY6881 LESTER AZ MK                                       0831409.0 |
 DL1412| DL1375 LOOKOUT TOWER 93 AFC                APPROX.25.0 KM 1844203.6 |
 DL1412| DL1433 POISON SPRINGS LOT                  APPROX.10.4 KM 2264542.0 |
 DL1412| CY6882 LESTER RM 1                          23.808 METERS 30553     |
 DL1412|---------------------------------------------------------------------|
 DL1412
 DL1412                          SUPERSEDED SURVEY CONTROL
 DL1412
 DL1412  NAD 83(1997)-  33 42 51.86791(N)    092 56 38.22543(W) AD(       ) 1
 DL1412  NAD 83(1986)-  33 42 51.86979(N)    092 56 38.22479(W) AD(       ) 1
 DL1412  NAD 27      -  33 42 51.47900(N)    092 56 37.63100(W) AD(       ) 1
 DL1412
 DL1412.Superseded values are not recommended for survey control.
 DL1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1412.See file dsdata.txt to determine how the superseded data were derived.
 DL1412
 DL1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0519330492(NAD 83)
 DL1412_MARKER: DS = TRIANGULATION STATION DISK
 DL1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1412
 DL1412  HISTORY     - Date     Condition        Report By
 DL1412  HISTORY     - 1941     MONUMENTED       CGS
 DL1412  HISTORY     - 1942     GOOD             CGS
 DL1412  HISTORY     - 1950     GOOD             CGS
 DL1412  HISTORY     - 1964     GOOD             CGS
 DL1412
 DL1412                          STATION DESCRIPTION
 DL1412
 DL1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1412'STATION IS ABOUT 4.5 MILES E BY N OF CHIDESTER, ABOUT 5 MILES
 DL1412'NNW OF LESTER, ABOUT 3 MILES W OF THE OUACHITA RIVER, IN SW 1/4
 DL1412'OF SECTION 3, T 12 S, R 18 W.
 DL1412'
 DL1412'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DL1412'BRONZE DISKS SET IN CONCRETE.
 DL1412'
 DL1412'STATION MARK IS ON A KNOLL IN CUT-OVER TIMBERLAND, ABOUT 70
 DL1412'FEET S OF WOODS ROAD, 7 FEET E OF A REFERENCE POST.  IS STAMPED
 DL1412'LESTER 1941 AND PROJECTS 5 INCHES.
 DL1412'
 DL1412'REFERENCE MARK NO. 1 IS NW OF STATION, 7 FEET S OF WOODS ROAD AND
 DL1412'ABOUT 3 FEET BELOW LEVEL OF THE STATION.  IS STAMPED LESTER
 DL1412'NO. 1 1941 AND MARK PROJECTS 5 INCHES.
 DL1412'
 DL1412'REFERENCE MARK NO. 2 IS N BY E OF STATION, 8 FEET N OF WOODS
 DL1412'ROAD AND 7 FEET BELOW LEVEL OF STATION.  IS STAMPED LESTER NO. 2,
 DL1412'1941 AND MARK PROJECTS 4 INCHES.
 DL1412'
 DL1412'AZIMUTH MARK IS E FROM STATION, 7.5 FEET S OF WOODS ROAD AND
 DL1412'3 FEET E OF A REFERENCE POST.  IS STAMPED LESTER, 1941 AND MARK
 DL1412'PROJECTS 4 INCHES.  A 60-FOOT TOWER AT STATION OR SEVERAL HOURS
 DL1412'CLEARING WILL BE NECESSARY TO SEE AZIMUTH MARK.
 DL1412'
 DL1412'TO REACH THE STATION FROM MRS. JOE PURIFOYS STORE IN LESTER,
 DL1412'GO NE ON GRADED ROAD (LESTER-TATES BLUFF ROAD) FOR 0.2 MILE TO
 DL1412'RAILROAD CROSSING.  CONTINUE ON ROAD FOR 2.7 MILES TO OLD
 DL1412'SCHOOLHOUSE AND CHURCH ON LEFT.  CONTINUE FOR 1.7 MILES TO A HOUSE
 DL1412'AND POLE CORRAL ON LEFT.  CONTINUE FOR 1.1 MILES TO A FORK.  TAKE
 DL1412'LEFT FORK LEAVING MAIN ROAD AND GO 0.15 MILE TO A FORK.  TAKE
 DL1412'LEFT FORK (W) AND GO 0.1 MILE TO AZIMUTH ON THE LEFT.  CONTINUE
 DL1412'FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK (W) AND GO 0.1 MILE
 DL1412'TO STATION ON THE LEFT.
 DL1412'
 DL1412'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DL1412
 DL1412                          STATION RECOVERY (1942)
 DL1412
 DL1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1412'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1412'CONDITION.
 DL1412'
 DL1412'OBSERVATIONS WERE TAKEN FROM A 90-FOOT STEEL TOWER.
 DL1412'
 DL1412'A 116-FOOT SIGNAL AT MOLLETTE IS VISIBLE AT 90 FEET.
 DL1412'
 DL1412'A 90-FOOT SIGNAL AT ECORE IS VISIBLE AT 77 FEET.  AN 80-FOOT
 DL1412'SIGNAL AT POISON SPRINGS LOOKOUT TOWER (A.F.C.) IS VISIBLE AT 77
 DL1412'FEET.
 DL1412'
 DL1412'A 77-FOOT SIGNAL AT CHIDESTER IS VISIBLE AT 77 FEET.
 DL1412
 DL1412                          STATION RECOVERY (1950)
 DL1412
 DL1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LBO)
 DL1412'STATION RECOVERED AND ALL MARKS WERE LOCATED AS DESCRIBED IN VERY
 DL1412'GOOD CONDITION.  THE WHITE REFERENCE POSTS AT THE STATION AND
 DL1412'AZIMUTH MARKS ARE STILL IN POSITION.
 DL1412'
 DL1412'TO REACH FROM P.O. AT CHIDESTER, GO SE ON HWY 24 FOR 7.8 MILES TO
 DL1412'DUNNS GROCERY AND SIDE ROAD TO LEFT.  TURN LEFT FOLLOWING GRAVEL
 DL1412'ROAD FOR 1.85 MILES TO PUFIFOYS STORE AT LESTER, THENCE CONTINUE
 DL1412'NE ON MAIN ROAD CROSSING RAILROAD AT 0.2 MILE AND SCHOOL BUILDING
 DL1412'AT 2.9 MILES.  CONTINUE ON MAIN ROAD FOR 2.8 MILES TO FORK, TAKE
 DL1412'LEFT FORK (A WOODS ROAD) WESTERLY 0.15 MILE TO FORK, KEEP LEFT,
 DL1412'WEST, FOR 0.1 MILE TO AZIMUTH MARK ON LEFT, CONTINUE W FOR 0.25
 DL1412'MILE TO FORK AND TRIANGLE BLAZED TREE.  TAKE LEFT FORK, DIM
 DL1412'TRACK W FOR 0.2 MILE TO STATION ON KNOLL TO LEFT OF ROAD.
 DL1412
 DL1412                          STATION RECOVERY (1964)
 DL1412
 DL1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1412'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1412'CONDITION.  TO REACH THE STATION FROM ARNOLDS CAFE ON STATE
 DL1412'HIGHWAY 24, 7.8 MILES SOUTHEAST OF CHIDESTER AND 6.7 MILES
 DL1412'NORTHWEST OF CAMDEN, GO NORTHEASTERLY ON GRAVEL ROAD FOR 2.15
 DL1412'MILES TO A RAILROAD CROSSING, CONTINUE ON MAIN ROAD FOR 2.65
 DL1412'MILES TO A CHURCH ON THE LEFT, CONTINUE ON MAIN ROAD FOR 1.9
 DL1412'MILES TO FORKS, TAKE LEFT FORK FOR 0.9 MILE TO FORKS, TAKE
 DL1412'LEFT FORK FOR 0.15 MILE TO FORKS, TAKE LEFT FORK FOR 0.1 MILE
 DL1412'TO THE AZIMUTH MARK ON THE LEFT ABOUT 1.5 FEET WEST OF A
 DL1412'METAL WITNESS POST, CONTINUE FOR 0.2 MILE TO FORKS, TAKE
 DL1412'LEFT FORK FOR 0.2 MILE TO R.M. NO. 1 ON LEFT ABOUT 1.5 FEET
 DL1412'EAST OF A METAL WITNESS POST.  THE STATION IS ABOUT 78
 DL1412'FEET TO THE SOUTHEAST OF R.M. NO.  1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2819 ***********************************************************************
 EH2819  DESIGNATION -  LEVEE
 EH2819  PID         -  EH2819
 EH2819  STATE/COUNTY-  AR/PHILLIPS
 EH2819  USGS QUAD   -  WATKINS CORNER (1982)
 EH2819
 EH2819                         *CURRENT SURVEY CONTROL
 EH2819  ___________________________________________________________________
 EH2819* NAD 83(1997)-  34 24 29.17394(N)    090 56 29.28902(W)     ADJUSTED  
 EH2819* NAVD 88     -        54.67   (+/-2cm)     179.4    (feet)  VERTCON   
 EH2819  ___________________________________________________________________
 EH2819  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 EH2819  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2819
 EH2819  HORZ ORDER  -  SECOND
 EH2819  VERT ORDER  -  THIRD ? (See Below)
 EH2819
 EH2819.The horizontal coordinates were established by classical geodetic methods
 EH2819.and adjusted by the National Geodetic Survey in September 1999..
 EH2819
 EH2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2819.The vertical order pertains to the NGVD 29 superseded value.
 EH2819
 EH2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2819
 EH2819.The geoid height was determined by GEOID03.
 EH2819
 EH2819;                    North         East     Units Scale Factor Converg.
 EH2819;SPC AR S     -   593,651.885   497,314.395   MT  0.99993967   +0 35 32.8
 EH2819;SPC AR S     - 1,947,672.89  1,631,605.64   sFT  0.99993967   +0 35 32.8
 EH2819;UTM  15      - 3,809,328.350   689,201.766   MT  1.00004126   +1 09 48.9
 EH2819
 EH2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2819!SPC AR S     -   0.99999565  x   0.99993967  =   0.99993532
 EH2819!UTM  15      -   0.99999565  x   1.00004126  =   1.00003691
 EH2819
 EH2819:                Primary Azimuth Mark                     Grid Az
 EH2819:SPC AR S     -  LEVEE AZ MK                              088 18 50.9
 EH2819:UTM  15      -  LEVEE AZ MK                              087 44 34.8
 EH2819
 EH2819|---------------------------------------------------------------------|
 EH2819| PID    Reference Object                     Distance      Geod. Az  |
 EH2819|                                                           dddmmss.s |
 EH2819| CY6884 LEVEE AZ MK                                        0885423.7 |
 EH2819| EH2813 WABASH HOWE LUMBER CO TANK          APPROX.10.1 KM 1012958.6 |
 EH2819| CY6885 LEVEE RM 1                           24.189 METERS 11134     |
 EH2819| CY6886 LEVEE RM 2                           27.296 METERS 23034     |
 EH2819|---------------------------------------------------------------------|
 EH2819
 EH2819                          SUPERSEDED SURVEY CONTROL
 EH2819
 EH2819  NAD 83(1997)-  34 24 29.17696(N)    090 56 29.28670(W) AD(       ) 2
 EH2819  NAD 83(1986)-  34 24 29.18204(N)    090 56 29.28553(W) AD(       ) 2
 EH2819  NAD 27      -  34 24 28.81683(N)    090 56 28.88107(W) AD(       ) 2
 EH2819  NGVD 29 (07/19/86)   54.71   (m)          179.5    (f) LEVELING    3  
 EH2819
 EH2819.Superseded values are not recommended for survey control.
 EH2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2819.See file dsdata.txt to determine how the superseded data were derived.
 EH2819
 EH2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8920209328(NAD 83)
 EH2819_MARKER: DS = TRIANGULATION STATION DISK
 EH2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2819
 EH2819  HISTORY     - Date     Condition        Report By
 EH2819  HISTORY     - 1965     MONUMENTED       CGS
 EH2819
 EH2819                          STATION DESCRIPTION
 EH2819
 EH2819'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2819'STATION IS ABOUT 11 MILES EAST-NORTHEAST OF ST. CHARLES,
 EH2819'8-1/2 MILES NORTHWEST OF ELAINE 6-1/2 MILES WEST OF WABASH,
 EH2819'IN THE NORTHWEST 1/4 OF SECTION 30, T 3 S., R 2 E., AND ON
 EH2819'LAND CONTROLLED BY THE LEVEE BOARD.
 EH2819'
 EH2819'TO REACH THE STATION FROM THE POST OFFICE IN WABASH, GO
 EH2819'SOUTH AND EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE JUNCTION
 EH2819'WITH STATE HIGHWAY 44 AND 85.  CONTINUE EAST AND NORTH ON
 EH2819'HIGHWAY 44 AND 85 FOR 1.3 MILES TO A SIDE ROAD LEFT 0.05 MILE
 EH2819'SOUTH OF A BRIDGE OVER MC GHEE BAYOU.  TURN LEFT AND GO EAST
 EH2819'ON A GRAVELED ROAD FOR 0.3 MILE TO A ROAD FORK ON THE WEST
 EH2819'SIDE OF A RAILROAD CROSSING.  TAKE THE RIGHT FORK AND GO
 EH2819'NORTHWEST AND WEST ON A GRAVELED ROAD ALONG THE TOP OF A LEVEE
 EH2819'FOR 2.5 MILES TO WHERE A POWER LINE CROSSES THE LEVEE.
 EH2819'CONTINUE WEST ON THE LEVEE ROAD FOR 1.5 MILES TO A
 EH2819'CROSSROAD.  CONTINUE WEST ON THE LEVEE ROAD FOR 2.45 MILES TO
 EH2819'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE LEVEE
 EH2819'ROAD FOR 0.4 MILE TO A CURVE IN THE LEVEE AND THE
 EH2819'STATION ON THE RIGHT.
 EH2819'
 EH2819'STATION MARKS ARE STANDARD DISKS STAMPED LEVEE 1965.  THE
 EH2819'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2819'1 INCH.  IT IS 5 FEET EAST OF A METAL WITNESS POST AND 21
 EH2819'FEET NORTH OF THE CENTER OF THE LEVEE ROAD.  THE UNDERGROUND
 EH2819'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW
 EH2819'THE SURFACE OF THE GROUND.
 EH2819'
 EH2819'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LEVEE NO 1
 EH2819'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2819'1 INCH.  IT IS 2 FEET WEST OF A METAL WITNESS POST AND 17
 EH2819'FEET NORTH OF THE CENTER OF THE LEVEE ROAD.
 EH2819'
 EH2819'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LEVEE NO 2
 EH2819'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 EH2819'INCH.  IT IS 12 FEET SOUTH OF THE CENTER OF THE LEVEE ROAD
 EH2819'AND 86 FEET SOUTHWEST OF THE METAL WITNESS POST.
 EH2819'
 EH2819'AZIMUTH MARK, A STANDARD DISK STAMPED LEVEE 1965, IS SET IN A ROUND
 EH2819'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 2 FEET WEST OF A
 EH2819'METAL WITNESS POST AND 17 FEET NORTH OF THE CENTER OF THE LEVEE
 EH2819'ROAD.
 EH2819'
 EH2819'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TENSION.
 EH2819'
 EH2819'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1828 ***********************************************************************
 FF1828  DESIGNATION -  LEVEE
 FF1828  PID         -  FF1828
 FF1828  STATE/COUNTY-  AR/JACKSON
 FF1828  USGS QUAD   -  AUGUSTA NE (1967)
 FF1828
 FF1828                         *CURRENT SURVEY CONTROL
 FF1828  ___________________________________________________________________
 FF1828* NAD 83(1997)-  35 27 09.92085(N)    091 19 30.50104(W)     ADJUSTED  
 FF1828* NAVD 88     -        64.31   (+/-2cm)     211.0    (feet)  VERTCON   
 FF1828  ___________________________________________________________________
 FF1828  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 FF1828  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1828
 FF1828  HORZ ORDER  -  THIRD
 FF1828  VERT ORDER  -  THIRD ? (See Below)
 FF1828
 FF1828.The horizontal coordinates were established by classical geodetic methods
 FF1828.and adjusted by the National Geodetic Survey in September 1999..
 FF1828
 FF1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1828.The vertical order pertains to the NGVD 29 superseded value.
 FF1828
 FF1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1828
 FF1828.The geoid height was determined by GEOID03.
 FF1828
 FF1828;                    North         East     Units Scale Factor Converg.
 FF1828;SPC AR N     -   124,400.098   461,261.299   MT  0.99993855   +0 23 33.7
 FF1828;SPC AR N     -   408,135.99  1,513,321.45   sFT  0.99993855   +0 23 33.7
 FF1828;UTM  15      - 3,924,542.617   651,994.354   MT  0.99988470   +0 58 18.0
 FF1828
 FF1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1828!SPC AR N     -   0.99999419  x   0.99993855  =   0.99993274
 FF1828!UTM  15      -   0.99999419  x   0.99988470  =   0.99987889
 FF1828
 FF1828:                Primary Azimuth Mark                     Grid Az
 FF1828:SPC AR N     -  LEVEE AZ MK                              021 04 13.6
 FF1828:UTM  15      -  LEVEE AZ MK                              020 29 29.3
 FF1828
 FF1828|---------------------------------------------------------------------|
 FF1828| PID    Reference Object                     Distance      Geod. Az  |
 FF1828|                                                           dddmmss.s |
 FF1828| CI2333 LEVEE AZ MK                                        0212747.3 |
 FF1828| CI2335 LEVEE RM 2                           26.957 METERS 02523     |
 FF1828| CI2334 LEVEE RM 1                           25.799 METERS 11538     |
 FF1828| FF1827 TUPELO TEX ILL GAS P L WNW MST      APPROX. 8.2 KM 1475228.5 |
 FF1828|---------------------------------------------------------------------|
 FF1828
 FF1828                          SUPERSEDED SURVEY CONTROL
 FF1828
 FF1828  NAD 83(1986)-  35 27 09.93200(N)    091 19 30.50121(W) AD(       ) 3
 FF1828  NAD 27      -  35 27 09.63650(N)    091 19 30.03600(W) AD(       ) 3
 FF1828  NGVD 29 (07/19/86)   64.26   (m)          210.8    (f) LEVELING    3  
 FF1828
 FF1828.Superseded values are not recommended for survey control.
 FF1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1828.See file dsdata.txt to determine how the superseded data were derived.
 FF1828
 FF1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5199424543(NAD 83)
 FF1828_MARKER: DS = TRIANGULATION STATION DISK
 FF1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1828
 FF1828  HISTORY     - Date     Condition        Report By
 FF1828  HISTORY     - 1954     MONUMENTED       CGS
 FF1828
 FF1828                          STATION DESCRIPTION
 FF1828
 FF1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1828'THE STATION IS ABOUT 7 MILES NORTHWEST OF TUPELO, 7 MILES
 FF1828'SOUTHWEST OF AUVERGNE, IN SECTION, 28, T 10 N, R 3 W AND ON
 FF1828'LAND OWNED BY JOE MC DONALD.  IT IS 110 FEET NORTHWEST OF THE
 FF1828'CENTER OF A CROSSROADS, 67 FEET EAST OF THE CENTER OF A
 FF1828'LEVEE AND 4 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.
 FF1828'
 FF1828'TO REACH THE STATION FROM THE POST OFFICE IN TUPELO, GO NORTH
 FF1828'ON STATE HIGHWAY 17 FOR 4.0 MILES TO THE VILLAGE OF WELDON,
 FF1828'CONTINUE NORTH ABOUT 100 YARDS TO A T-JUNCTION, TURN LEFT
 FF1828'AND GO WESTERLY FOR 5.2 MILES TO A POINT WHERE THE MAIN ROAD
 FF1828'LEADS NORTH, CONTINUE WEST ABOUT 100 YARDS TO A BOARD GATE,
 FF1828'PASS THROUGH THE GATE AND GO ABOUT 100 FEET TO THE STATION.
 FF1828'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ABOUT
 FF1828'100 YARDS, TURN LEFT AND FOLLOW THE MAIN ROAD 0.25 MILE TO
 FF1828'THE MARK ON THE LEFT.
 FF1828'
 FF1828'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1828'LEVEE 1954.
 FF1828'
 FF1828'REFERENCE MARK 1 IS 5 FEET SOUTHWEST OF THE SOUTH END OF THE GATE
 FF1828'AND 2 FEET NORTHWEST OF A FENCE CORNER.  THE MARK PROJECTS
 FF1828'3 INCHES AND THE DISK IS STAMPED LEVEE NO 1 1954.
 FF1828'
 FF1828'REFERENCE MARK 2 IS 33 FEET WEST OF A FENCE.  THE MARK PROJECTS 3
 FF1828'INCHES AND THE DISK IS STAMPED LEVEE NO 2 1954.
 FF1828'
 FF1828'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTER OF A GRAVELED
 FF1828'ROAD, 16 FEET WEST OF A FENCE, 4 FEET SOUTH OF A 4 X 4 INCH
 FF1828'WHITE WITNESS POST AND 3 FEET SOUTH OF A TELEPHONE POLE.  THE
 FF1828'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED LEVEE 1954.
 FF1828'
 FF1828'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1736 ***********************************************************************
 EJ1736  DESIGNATION -  LEVY ST JOSEPHS ORPHANGE CROSS
 EJ1736  PID         -  EJ1736
 EJ1736  STATE/COUNTY-  AR/PULASKI
 EJ1736  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1736
 EJ1736                         *CURRENT SURVEY CONTROL
 EJ1736  ___________________________________________________________________
 EJ1736* NAD 83(1997)-  34 48 59.98195(N)    092 16 17.65057(W)     ADJUSTED  
 EJ1736* NAVD 88     -                                                        
 EJ1736  ___________________________________________________________________
 EJ1736  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 EJ1736  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ1736
 EJ1736  HORZ ORDER  -  THIRD
 EJ1736
 EJ1736.The horizontal coordinates were established by classical geodetic methods
 EJ1736.and adjusted by the National Geodetic Survey in September 1999..
 EJ1736
 EJ1736
 EJ1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1736
 EJ1736.The geoid height was determined by GEOID03.
 EJ1736
 EJ1736;                    North         East     Units Scale Factor Converg.
 EJ1736;SPC AR S     -   638,503.157   375,153.482   MT  1.00001153   -0 09 07.2
 EJ1736;SPC AR S     - 2,094,822.44  1,230,816.05   sFT  1.00001153   -0 09 07.2
 EJ1736;SPC AR N     -    53,656.204   375,153.150   MT  1.00002498   -0 09 28.9
 EJ1736;SPC AR N     -   176,037.06  1,230,814.96   sFT  1.00002498   -0 09 28.9
 EJ1736;UTM  15      - 3,852,953.641   566,619.029   MT  0.99965470   +0 24 57.3
 EJ1736
 EJ1736                          SUPERSEDED SURVEY CONTROL
 EJ1736
 EJ1736  NAD 83(1986)-  34 48 59.99302(N)    092 16 17.63917(W) AD(       ) 4
 EJ1736  NAD 27      -  34 48 59.67000(N)    092 16 17.09000(W) AD(       ) 3
 EJ1736
 EJ1736.Superseded values are not recommended for survey control.
 EJ1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1736.See file dsdata.txt to determine how the superseded data were derived.
 EJ1736
 EJ1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6661952954(NAD 83)
 EJ1736
 EJ1736  HISTORY     - Date     Condition        Report By
 EJ1736  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1736
 EJ1736                          STATION DESCRIPTION
 EJ1736
 EJ1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1736'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 EJ1736'THE CROSS ON THE MAIN BUILDING OF ST. JOSEPHS ORPHANAGE.
 EJ1736'THIS IS A LOW GRAY CROSS ON TOP OF THE CUPOLA IN THE CENTER
 EJ1736'OF A THREE-STORY BRICK BUILDING WITH A RED ROOF.  THE ORPHANGE
 EJ1736'IS LOCATED APPROXIMATELY 2 MILES N OF LEVY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1503 ***********************************************************************
 DL1503  DESIGNATION -  LEWIS
 DL1503  PID         -  DL1503
 DL1503  STATE/COUNTY-  AR/LAFAYETTE
 DL1503  USGS QUAD   -  OLD TOWN (1978)
 DL1503
 DL1503                         *CURRENT SURVEY CONTROL
 DL1503  ___________________________________________________________________
 DL1503* NAD 83(1997)-  33 24 38.41292(N)    093 35 09.74486(W)     ADJUSTED  
 DL1503* NAVD 88     -       115.54   (+/-2cm)     379.1    (feet)  VERTCON   
 DL1503  ___________________________________________________________________
 DL1503  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DL1503  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1503
 DL1503  HORZ ORDER  -  FIRST
 DL1503  VERT ORDER  -  THIRD ? (See Below)
 DL1503
 DL1503.The horizontal coordinates were established by classical geodetic methods
 DL1503.and adjusted by the National Geodetic Survey in September 1999..
 DL1503
 DL1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1503.The vertical order pertains to the NGVD 29 superseded value.
 DL1503
 DL1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1503
 DL1503.The geoid height was determined by GEOID03.
 DL1503
 DL1503;                    North         East     Units Scale Factor Converg.
 DL1503;SPC AR S     -   483,662.833   252,479.159   MT  0.99997730   -0 53 15.7
 DL1503;SPC AR S     - 1,586,817.14    828,342.04   sFT  0.99997730   -0 53 15.7
 DL1503;UTM  15      - 3,696,968.842   445,509.211   MT  0.99963661   -0 19 21.7
 DL1503
 DL1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1503!SPC AR S     -   0.99998606  x   0.99997730  =   0.99996336
 DL1503!UTM  15      -   0.99998606  x   0.99963661  =   0.99962268
 DL1503
 DL1503|---------------------------------------------------------------------|
 DL1503| PID    Reference Object                     Distance      Geod. Az  |
 DL1503|                                                           dddmmss.s |
 DL1503| CX6661 LEWIS RM 1                           30.968 METERS 08401     |
 DL1503| DL1501 SHILO FIRE TOWER 91 AFC             APPROX.11.4 KM 1001847.9 |
 DL1503| DL1497 BUCKNER HARVY COUCH PWR STK         APPROX.12.6 KM 1165002.0 |
 DL1503| DL1498 BUCKNER HARVY COUCH PWR PLT TK      APPROX.12.5 KM 1165459.1 |
 DL1503| DL1502 TT 26 JCL                           205.440 METERS 15454     |
 DL1503| DL1504 LEWISVILLE MUNICIPAL TANK           APPROX. 5.5 KM 1765545.3 |
 DL1503| CX6662 LEWIS RM 3                           30.221 METERS 18010     |
 DL1503| CX6660 LEWIS AZ MK                                        3311507.6 |
 DL1503|---------------------------------------------------------------------|
 DL1503
 DL1503                          SUPERSEDED SURVEY CONTROL
 DL1503
 DL1503  NAD 83(1997)-  33 24 38.41999(N)    093 35 09.73656(W) AD(       ) 1
 DL1503  NAD 83(1986)-  33 24 38.42344(N)    093 35 09.73304(W) AD(       ) 1
 DL1503  NAD 27      -  33 24 37.98100(N)    093 35 09.08900(W) AD(       ) 1
 DL1503  NGVD 29 (07/19/86)  115.57   (m)          379.2    (f) LEVELING    3  
 DL1503
 DL1503.Superseded values are not recommended for survey control.
 DL1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1503.See file dsdata.txt to determine how the superseded data were derived.
 DL1503
 DL1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4550996969(NAD 83)
 DL1503_MARKER: DS = TRIANGULATION STATION DISK
 DL1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1503
 DL1503  HISTORY     - Date     Condition        Report By
 DL1503  HISTORY     - 1950     MONUMENTED       CGS
 DL1503  HISTORY     - 1951     GOOD             CGS
 DL1503  HISTORY     - 1963     GOOD             CGS
 DL1503
 DL1503                          STATION DESCRIPTION
 DL1503
 DL1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1503'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF LEWISVILLE
 DL1503'ON LAND OWNED BY MR. ALVIS FULLER.  IT IS 80.0 FEET EAST
 DL1503'OF THE CENTER OF STATE HIGHWAY NO. 29, 49.0 FEET EAST OF
 DL1503'A T FENCE CORNER, AND 2.5 FEET EAST OF A WITNESS POST AND
 DL1503'1.0 FOOT NORTH OF AN EAST-WEST FENCE.  IT PROJECTS 3 INCHES
 DL1503'AND IS STAMPED LEWIS 1950.
 DL1503'
 DL1503'REFERENCE MARK NO. 1 IS 10.0 FEET WEST OF A NORTH-SOUTH
 DL1503'FENCE AND 4.0 FEET NORTH OF AN EAST-WEST FENCE, IT PROJECTS
 DL1503'3 INCHES AND IS STAMPED LEWIS NO 1 1950.
 DL1503'
 DL1503'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. B.M. DISK SET
 DL1503'IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST.  IT PROJECTS
 DL1503'6 INCHES AND IS STAMPED TT 26 JCL 1949.  IT IS 63.0 FEET
 DL1503'NORTH OF THE CENTER OF A FARM DRIVE AND GATE, 33.0 FEET
 DL1503'EAST OF THE CENTER OF STATE HIGHWAY NO. 29 AND 3.0 FEET
 DL1503'WEST OF A NORTH-SOUTH FENCE.
 DL1503'
 DL1503'THE AZIMUTH MARK IS 59.0 FEET WEST OF A POWERLINE POLE MARKED
 DL1503'REA CO-OP 235, 29.0 FEET WEST OF THE CENTER OF STATE HIGHWAY
 DL1503'NO. 29, AND 2.5 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT
 DL1503'EAST OF A NORTH-SOUTH FENCE.  IT PROJECTS 3 INCHES AND IS
 DL1503'STAMPED LEWIS 1950.
 DL1503'
 DL1503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 DL1503'82 AND STATE HIGHWAY NO. 29 IN LEWISVILLE, GO NORTH ON STATE
 DL1503'HIGHWAY NO. 29 FOR 1.75 MILES TO A T ROAD LEFT AT A SMALL
 DL1503'SETTLEMENT, CONTINUE NORTHERLY ON STATE HIGHWAY NO. 29 FOR
 DL1503'1.8 MILES TO A GATE ON THE RIGHT AT FARM DRIVEWAY, TURN
 DL1503'RIGHT THROUGH GATE THENCE SHARP LEFT AND GO NORTH ALONG THE
 DL1503'EAST SIDE OF A FENCE FOR 0.05 MILE AND THE STATION AS
 DL1503'DESCRIBED.
 DL1503'
 DL1503'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DL1503'STATE HIGHWAY NO. 29 FOR 0.4 MILE TO A POINT JUST AFTER
 DL1503'PASSING A T ROAD ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 DL1503'
 DL1503'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1503
 DL1503                          STATION RECOVERY (1951)
 DL1503
 DL1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1503'STATION RECOVERED AND MARKS FOUND TO BE IN GOOD CONDITION.
 DL1503'A DISCREPANCY WAS FOUND IN THE ORIGINAL DESCRIPTION TO REACH
 DL1503'THE STATION.  A NEW DESCRIPTION FOLLOWS.
 DL1503'
 DL1503'STATION IS LOCATED 3.6 MILES NORTH OF LEWISVILLE, 76 FEET
 DL1503'EAST OF THE CENTER OF STATE HIGHWAY 29, 49 FEET EAST OF A
 DL1503'FENCE CORNER, 3 FEET EAST OF A WITNESS POST, AND IN AN
 DL1503'EAST-WEST FENCE LINE.
 DL1503'
 DL1503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DL1503'AND STATE HIGHWAY 29 IN LEWISVILLE, GO NORTH ON STATE HIGHWAY
 DL1503'29 FOR 3.5 MILES TO A WIRE GATE AND FARM DRIVEWAY ON THE
 DL1503'RIGHT.  TURN RIGHT, THROUGH GATE, THEN LEFT ALONG FENCE
 DL1503'LINE FOR 0.I MILE TO THE STATION AS DESCRIBED.
 DL1503'
 DL1503'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE,
 DL1503'CONTINUE ALONG HIGHWAY FOR 0.5 MILE TO THE AZIMUTH MARK ON
 DL1503'THE LEFT AS DESCRIBED BELOW.
 DL1503'
 DL1503'THE STATION MARK PROJECTS ABOUT 2 INCHES, AND THE DISK IS
 DL1503'STAMPED LEWIS 1950.
 DL1503'
 DL1503'REFERENCE MARK NO. 1 IS 18 FEET WEST OF AN OAK TREE, 15
 DL1503'FEET SOUTH OF A TWIN OAK TREE, AND 5 FEET NORTHEAST OF A
 DL1503'FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES, AND THE
 DL1503'DISK IS STAMPED LEWIS 1950 NO 1.
 DL1503'
 DL1503'TT 26 JCL (USGS) 1950 WAS USED AS A REFERENCE MARK.  IT IS
 DL1503'60 FEET NORTH OF THE NORTH POST OF THE GATE MENTIONED ABOVE,
 DL1503'33 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 3 FEET WEST
 DL1503'OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 8
 DL1503'INCHES, AND THE DISK IS STAMPED TT 26 JCL 1949.
 DL1503'
 DL1503'REFERENCE MARK NO. 3 IS 104 FEET SOUTH OF A FENCE CORNER,
 DL1503'33 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT EAST
 DL1503'OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 8
 DL1503'INCHES, AND THE DISK IS STAMPED LEWIS NO 3 1950.
 DL1503'
 DL1503'AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF THE HIGHWAY,
 DL1503'2 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A NORTH-SOUTH
 DL1503'FENCE LINE.  THE MARK PROJECTS ABOUT 3 INCHES, AND THE DISK
 DL1503'IS STAMPED LEWIS 1950.
 DL1503'
 DL1503'STATION MARK, REFERENCE MARK NO. 1, AND AZIMUTH MARK ARE
 DL1503'STANDARD DISKS SET IN THE TOPS OF 10-INCH SQUARE CONCRETE
 DL1503'POSTS.  REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE
 DL1503'TOP OF A 12-INCH CONCRETE CYLINDER.  TT 26 JCL (USGS) 1950
 DL1503'IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN THE TOP OF
 DL1503'AN 8-INCH SQUARE CONCRETE POST.
 DL1503'
 DL1503'1951 DISTANCES AND DIRECTIONS--
 DL1503'
 DL1503'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DL1503
 DL1503                          STATION RECOVERY (1963)
 DL1503
 DL1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1503'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1503'R.M. NO. 1 THAT IS EAST OF THE STATION IS ALSO EAST OF THE
 DL1503'NORTH-SOUTH FENCE.  THE U.S.G.S. MARK IS JUST NORTH OF THE
 DL1503'GATE ON THE EAST SIDE OF THE HIGHWAY AND IS ABOUT 0.1 MILE
 DL1503'SOUTH OF THE STATION.  TO DRIVE TO THE STATION IS WOULD
 DL1503'BE NECESSARY TO PASS THROUGH THE GATE NEAR THE U.S.G.S. MARK.
 DL1503'
 DL1503'THE STATION IS 2.0 MILES NORTH OF THE MAIN INTERSECTION IN
 DL1503'NORTH LEWISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1504 ***********************************************************************
 DL1504  DESIGNATION -  LEWISVILLE MUNICIPAL TANK
 DL1504  PID         -  DL1504
 DL1504  STATE/COUNTY-  AR/LAFAYETTE
 DL1504  USGS QUAD   -  LEWISVILLE (1978)
 DL1504
 DL1504                         *CURRENT SURVEY CONTROL
 DL1504  ___________________________________________________________________
 DL1504* NAD 83(1997)-  33 21 40.19248(N)    093 34 58.35133(W)     ADJUSTED  
 DL1504* NAVD 88     -                                                        
 DL1504  ___________________________________________________________________
 DL1504  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DL1504  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL1504
 DL1504  HORZ ORDER  -  THIRD
 DL1504
 DL1504.The horizontal coordinates were established by classical geodetic methods
 DL1504.and adjusted by the National Geodetic Survey in September 1999..
 DL1504
 DL1504
 DL1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1504
 DL1504.The geoid height was determined by GEOID03.
 DL1504
 DL1504;                    North         East     Units Scale Factor Converg.
 DL1504;SPC AR S     -   478,168.290   252,688.612   MT  0.99998700   -0 53 09.3
 DL1504;SPC AR S     - 1,568,790.46    829,029.22   sFT  0.99998700   -0 53 09.3
 DL1504;UTM  15      - 3,691,478.531   445,772.762   MT  0.99963625   -0 19 13.9
 DL1504
 DL1504                          SUPERSEDED SURVEY CONTROL
 DL1504
 DL1504  NAD 83(1997)-  33 21 40.19945(N)    093 34 58.34274(W) AD(       ) 4
 DL1504  NAD 83(1986)-  33 21 40.20363(N)    093 34 58.33945(W) AD(       ) 4
 DL1504  NAD 27      -  33 21 39.75100(N)    093 34 57.69500(W) AD(       ) 3
 DL1504
 DL1504.Superseded values are not recommended for survey control.
 DL1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1504.See file dsdata.txt to determine how the superseded data were derived.
 DL1504
 DL1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4577391479(NAD 83)
 DL1504_MARKER: 53 = ELEVATED TANK
 DL1504
 DL1504  HISTORY     - Date     Condition        Report By
 DL1504  HISTORY     - 1951     FIRST OBSERVED   CGS
 DL1504
 DL1504                          STATION DESCRIPTION
 DL1504
 DL1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1504'THE TANK IS LOCATED ON THE HIGHEST GROUND IN LEWISVILLE,
 DL1504'3 BLOCKS WEST OF THE LEWISVILLE HIGH SCHOOL, 300 FEET NORTH
 DL1504'OF AN EAST-WEST GRAVELED ROAD, AND 250 FEET WEST OF A NORTH-SOUTH
 DL1504'GRAVELED ROAD.  IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT
 DL1504'100 FEET HIGH AND PAINTED ALUMINUM.  THE POINT INTERSECTED
 DL1504'WAS THE BALL AT THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1663 ***********************************************************************
 FG1663  DESIGNATION -  LIBERTY
 FG1663  PID         -  FG1663
 FG1663  STATE/COUNTY-  AR/STONE
 FG1663  USGS QUAD   -  MOUNTAIN VIEW SW (1969)
 FG1663
 FG1663                         *CURRENT SURVEY CONTROL
 FG1663  ___________________________________________________________________
 FG1663* NAD 83(1997)-  35 49 07.49938(N)    092 13 52.15743(W)     ADJUSTED  
 FG1663* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 FG1663  ___________________________________________________________________
 FG1663  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 FG1663  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FG1663
 FG1663  HORZ ORDER  -  THIRD
 FG1663
 FG1663.The horizontal coordinates were established by classical geodetic methods
 FG1663.and adjusted by the National Geodetic Survey in September 1999..
 FG1663
 FG1663.The orthometric height was scaled from a topographic map.
 FG1663
 FG1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1663
 FG1663.The geoid height was determined by GEOID03.
 FG1663
 FG1663;                    North         East     Units Scale Factor Converg.
 FG1663;SPC AR N     -   164,820.027   379,111.823   MT  0.99994428   -0 08 04.2
 FG1663;SPC AR N     -   540,747.04  1,243,802.71   sFT  0.99994428   -0 08 04.2
 FG1663;UTM  15      - 3,964,118.182   569,453.064   MT  0.99965944   +0 26 59.9
 FG1663
 FG1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1663!SPC AR N     -   0.99993055  x   0.99994428  =   0.99987483
 FG1663!UTM  15      -   0.99993055  x   0.99965944  =   0.99959001
 FG1663
 FG1663:                Primary Azimuth Mark                     Grid Az
 FG1663:SPC AR N     -  LIBERTY AZ MK                            094 13 49.4
 FG1663:UTM  15      -  LIBERTY AZ MK                            093 38 45.3
 FG1663
 FG1663|---------------------------------------------------------------------|
 FG1663| PID    Reference Object                     Distance      Geod. Az  |
 FG1663|                                                           dddmmss.s |
 FG1663| CI2339 LIBERTY AZ MK                                      0940545.2 |
 FG1663| CI2340 LIBERTY RM 1                         19.480 METERS 18224     |
 FG1663| CI2341 LIBERTY RM 2                         16.457 METERS 29427     |
 FG1663|---------------------------------------------------------------------|
 FG1663
 FG1663                          SUPERSEDED SURVEY CONTROL
 FG1663
 FG1663  NAD 83(1986)-  35 49 07.51136(N)    092 13 52.15586(W) AD(       ) 3
 FG1663  NAD 27      -  35 49 07.24000(N)    092 13 51.60000(W) AD(       ) 3
 FG1663
 FG1663.Superseded values are not recommended for survey control.
 FG1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1663.See file dsdata.txt to determine how the superseded data were derived.
 FG1663
 FG1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6945364118(NAD 83)
 FG1663_MARKER: DS = TRIANGULATION STATION DISK
 FG1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1663
 FG1663  HISTORY     - Date     Condition        Report By
 FG1663  HISTORY     - 1954     MONUMENTED       CGS
 FG1663  HISTORY     - 1964     GOOD             USFS
 FG1663
 FG1663                          STATION DESCRIPTION
 FG1663
 FG1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1663'THE STATION IS ABOUT 8 MILES SOUTHWEST OF MOUNTAIN VIEW, 7 MILES
 FG1663'NORTHEAST OF RUSHING, 3 MILES WEST OF STATE HIGHWAY 9, ACROSS THE
 FG1663'ROAD FROM THE FARMHOUSE OWNED AND OCCUPIED BY MR. W.H. CALLAHAN,
 FG1663'27 FEET NORTHEAST OF A BOARD GATE, 18 FEET EAST OF A 4 IN X 4 IN
 FG1663'WITNESS POST AND 15 FEET NORTHEAST OF A FENCE LINE.
 FG1663'
 FG1663'TO REACH THE STATION FROM THE POST OFFICE IN SHIRLEY, GO
 FG1663'NORTHEASTERLY ON STATE HIGHWAY 9 FOR 8.05 MILES TO THE RUSHING
 FG1663'POST OFFICE, CONTINUE NORTHEASTERLY ON THE HIGHWAY FOR 8.3 MILES
 FG1663'TO A SIDE ROAD ON THE LEFT, TURN LEFT ON A DIRT ROAD AND GO
 FG1663'FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT
 FG1663'AHEAD, WESTERLY, FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT,
 FG1663'CONTINUE FOR 0.2 MILE TO THE STATION MARK ON THE RIGHT.
 FG1663'
 FG1663'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1663'LIBERTY 1954.
 FG1663'
 FG1663'REFERENCE MARK NO. 1 IS 15 FEET SOUTHWEST OF THE ROAD, 12 FEET
 FG1663'SOUTHEAST OF A GATE LEADING TO THE FARMHOUSE AND 1 FOOT EAST
 FG1663'OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FG1663'IS STAMPED LIBERTY NO 1 1954.
 FG1663'
 FG1663'REFERENCE MARK NO. 2 IS 24 FEET EAST OF THE ROAD AND 6 INCHES
 FG1663'WEST OF THE WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 FG1663'DISK IS STAMPED LIBERTY NO 2 1954.
 FG1663'
 FG1663'THE AZIMUTH MARK IS 12 FEET SOUTH OF THE ROAD, 3 FEET NORTH OF
 FG1663'A FENCE LINE AND 1 FOOT NORTH OF A 4 IN X 4 IN WITNESS POST.
 FG1663'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LIBERTY 1954.
 FG1663'
 FG1663'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 FG1663
 FG1663                          STATION RECOVERY (1964)
 FG1663
 FG1663'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 FG1663'ALL MARKS EXCEPT R.M. 2 WERE FOUND IN GOOD CONDITION.  STATION
 FG1663'IS 27 FEET NE OF A WIRE GATE INSTEAD OF A BOARD GATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1685 ***********************************************************************
 FG1685  DESIGNATION -  LIBERTY
 FG1685  PID         -  FG1685
 FG1685  STATE/COUNTY-  AR/WHITE
 FG1685  USGS QUAD   -  ROSE BUD (1994)
 FG1685
 FG1685                         *CURRENT SURVEY CONTROL
 FG1685  ___________________________________________________________________
 FG1685* NAD 83(1997)-  35 21 01.05607(N)    092 00 33.07248(W)     ADJUSTED  
 FG1685* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 FG1685  ___________________________________________________________________
 FG1685  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FG1685  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FG1685
 FG1685  HORZ ORDER  -  SECOND
 FG1685
 FG1685.The horizontal coordinates were established by classical geodetic methods
 FG1685.and adjusted by the National Geodetic Survey in September 1999..
 FG1685
 FG1685.The orthometric height was scaled from a topographic map.
 FG1685
 FG1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1685
 FG1685.The geoid height was determined by GEOID03.
 FG1685
 FG1685;                    North         East     Units Scale Factor Converg.
 FG1685;SPC AR N     -   112,822.868   399,164.990   MT  0.99994422   -0 00 19.2
 FG1685;SPC AR N     -   370,153.03  1,309,593.80   sFT  0.99994422   -0 00 19.2
 FG1685;UTM  15      - 3,912,340.792   590,027.840   MT  0.99969988   +0 34 23.9
 FG1685
 FG1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1685!SPC AR N     -   0.99996302  x   0.99994422  =   0.99990725
 FG1685!UTM  15      -   0.99996302  x   0.99969988  =   0.99966291
 FG1685
 FG1685|---------------------------------------------------------------------|
 FG1685| PID    Reference Object                     Distance      Geod. Az  |
 FG1685|                                                           dddmmss.s |
 FG1685| CI2343 LIBERTY RM 1                         26.210 METERS 00700     |
 FG1685| CI2344 LIBERTY RM 2                         14.386 METERS 25447     |
 FG1685| FG1719 ENDERS ST HWY DEPT RAD STA MST      APPROX.23.9 KM 2643449.2 |
 FG1685| CI2342 LIBERTY AZ MK                                      2934144.8 |
 FG1685| FG1684 HEBER SPRINGS ARK PWR LT RADIO      APPROX.12.5 KM 3484757.9 |
 FG1685| FG1682 HEBER SPRINGS NEW ST FOR LOT        APPROX.14.0 KM 3571251.2 |
 FG1685|---------------------------------------------------------------------|
 FG1685
 FG1685                          SUPERSEDED SURVEY CONTROL
 FG1685
 FG1685  NAD 83(1986)-  35 21 01.07077(N)    092 00 33.07100(W) AD(       ) 2
 FG1685  NAD 27      -  35 21 00.77580(N)    092 00 32.54150(W) AD(       ) 2
 FG1685
 FG1685.Superseded values are not recommended for survey control.
 FG1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1685.See file dsdata.txt to determine how the superseded data were derived.
 FG1685
 FG1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9002812341(NAD 83)
 FG1685_MARKER: DS = TRIANGULATION STATION DISK
 FG1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1685
 FG1685  HISTORY     - Date     Condition        Report By
 FG1685  HISTORY     - 1962     MONUMENTED       CGS
 FG1685  HISTORY     - 1967     GOOD             CGS
 FG1685
 FG1685                          STATION DESCRIPTION
 FG1685
 FG1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1685'THE STATION IS 10 MILES SOUTH OF HEBER SPRINGS, 4 MILES
 FG1685'EAST AND 1-1/4 MILES NORTH OF ROSEBUD AND ON PROPERTY OWNED
 FG1685'BY MR. H.A. CARTER.
 FG1685'
 FG1685'TO REACH THE STATION FROM THE POST OFFICE IN ROSEBUD, GO
 FG1685'EAST ON STATE HIGHWAY 36 FOR 3.55 MILES TO A BLACKTOP ROAD
 FG1685'ON THE RIGHT.  CONTINUE EAST ON HIGHWAY 36 FOR 0.5 MILE
 FG1685'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A
 FG1685'DIRT ROAD FOR 2.1 MILES TO MR. CARTERS HOUSE ON THE RIGHT
 FG1685'AND THE STATION ON THE LEFT.
 FG1685'
 FG1685'STATION MARKS ARE STANDARD DISKS STAMPED LIBERTY 1962.  THE
 FG1685'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 FG1685'SURFACE OF THE GROUND.  IT IS 118 FEET SOUTHWEST OF THE
 FG1685'SOUTHWEST CORNER OF THE HOUSE, 30 FEET WEST OF THE CENTER
 FG1685'OF THE DIRT ROAD, 15.5 FEET SOUTHWEST OF A METAL WITNESS
 FG1685'POST, 15 FEET NORTHWEST OF A T-FENCE CORNER AND 11 FEET
 FG1685'WEST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 FG1685'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 FG1685'
 FG1685'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LIBERTY NO
 FG1685'1 1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FG1685'2 INCHES.  IT IS 100 FEET WEST OF THE NORTHWEST CORNER OF
 FG1685'THE HOUSE, 21 FEET NORTH OF THE NORTH GATE POST IN A
 FG1685'NORTH-SOUTH FENCE, 19.5 FEET WEST OF THE CENTER OF THE DIRT
 FG1685'ROAD, 51 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT WEST
 FG1685'OF THE FENCE.
 FG1685'
 FG1685'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LIBERTY NO
 FG1685'2 1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FG1685'2 INCHES.  IT IS 77 FEET WEST OF THE CENTER OF THE DIRT
 FG1685'ROAD, 24.5 FEET NORTHWEST OF A 24-INCH WILD CHERRY TREE
 FG1685'AND 1 FOOT NORTH OF A FENCE.
 FG1685'
 FG1685'AZIMUTH MARK, A STANDARD DISK STAMPED LIBERTY 1962, IS SET
 FG1685'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FG1685'18 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 16.5 FEET WEST
 FG1685'OF A TELEPHONE POLE, 6.5 FEET EAST OF A POWER POLE, 3 FEET
 FG1685'SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A
 FG1685'FENCE.
 FG1685'
 FG1685'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 FG1685'THE DIRT ROAD FOR 0.15 MILE TO A TRACK ROAD ON THE LEFT.
 FG1685'TURN LEFT AND GO WEST ON THE TRACK ROAD FOR 0.3 MILE TO
 FG1685'THE AZIMUTH MARK ON THE LEFT.
 FG1685'
 FG1685'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FG1685'
 FG1685'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1685
 FG1685                          STATION RECOVERY (1967)
 FG1685
 FG1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1685'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 FG1685'PREVIOUSLY DESCRIBED BY J.K. RICHARDS IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0961 ***********************************************************************
 FH0961  DESIGNATION -  LIBERTY
 FH0961  PID         -  FH0961
 FH0961  STATE/COUNTY-  AR/CRAWFORD
 FH0961  USGS QUAD   -  NATURAL DAM (1983)
 FH0961
 FH0961                         *CURRENT SURVEY CONTROL
 FH0961  ___________________________________________________________________
 FH0961* NAD 83(1997)-  35 44 10.48788(N)    094 26 18.50034(W)     ADJUSTED  
 FH0961* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 FH0961  ___________________________________________________________________
 FH0961  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FH0961  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FH0961
 FH0961  HORZ ORDER  -  FIRST
 FH0961
 FH0961.The horizontal coordinates were established by classical geodetic methods
 FH0961.and adjusted by the National Geodetic Survey in September 1999..
 FH0961
 FH0961.The orthometric height was scaled from a topographic map.
 FH0961
 FH0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0961
 FH0961.The geoid height was determined by GEOID03.
 FH0961
 FH0961;                    North         East     Units Scale Factor Converg.
 FH0961;SPC AR N     -   158,373.107   179,444.480   MT  0.99993944   -1 25 08.2
 FH0961;SPC AR N     -   519,595.77    588,727.43   sFT  0.99993944   -1 25 08.2
 FH0961;SPC OK N     -    87,597.270   922,105.563   MT  0.99997355   +2 06 06.6
 FH0961;SPC OK N     -   287,392.04  3,025,274.67   sFT  0.99997355   +2 06 06.6
 FH0961;UTM  15      - 3,955,648.819   369,919.205   MT  0.99980851   -0 50 25.0
 FH0961
 FH0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0961!SPC AR N     -   0.99994404  x   0.99993944  =   0.99988349
 FH0961!SPC OK N     -   0.99994404  x   0.99997355  =   0.99991759
 FH0961!UTM  15      -   0.99994404  x   0.99980851  =   0.99975256
 FH0961
 FH0961:                Primary Azimuth Mark                     Grid Az
 FH0961:SPC AR N     -  LIBERTY AZ MK                            023 20 17.4
 FH0961:SPC OK N     -  LIBERTY AZ MK                            019 49 02.6
 FH0961:UTM  15      -  LIBERTY AZ MK                            022 45 34.2
 FH0961
 FH0961|---------------------------------------------------------------------|
 FH0961| PID    Reference Object                     Distance      Geod. Az  |
 FH0961|                                                           dddmmss.s |
 FH0961| CI2336 LIBERTY AZ MK                                      0215509.2 |
 FH0961| CI2337 LIBERTY RM 1                         31.705 METERS 02819     |
 FH0961| FH0953 LOVELL                              APPROX.26.7 KM 0981741.0 |
 FH0961| CI2338 LIBERTY RM 2                         28.087 METERS 30559     |
 FH0961|---------------------------------------------------------------------|
 FH0961
 FH0961                          SUPERSEDED SURVEY CONTROL
 FH0961
 FH0961  NAD 83(1997)-  35 44 10.49743(N)    094 26 18.50110(W) AD(       ) 1
 FH0961  NAD 83(1986)-  35 44 10.49299(N)    094 26 18.49712(W) AD(       ) 1
 FH0961  NAD 27      -  35 44 10.19500(N)    094 26 17.72500(W) AD(       ) 1
 FH0961
 FH0961.Superseded values are not recommended for survey control.
 FH0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0961.See file dsdata.txt to determine how the superseded data were derived.
 FH0961
 FH0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6991955649(NAD 83)
 FH0961_MARKER: DS = TRIANGULATION STATION DISK
 FH0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0961
 FH0961  HISTORY     - Date     Condition        Report By
 FH0961  HISTORY     - 1935     MONUMENTED       CGS
 FH0961  HISTORY     - 1960     GOOD             CGS
 FH0961
 FH0961                          STATION DESCRIPTION
 FH0961
 FH0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0961'STATION IS ABOUT 7 MILES NNW OF NATURAL DAM, ABOUT 5 MILES SE OF
 FH0961'EVANSVILLE, AND ABOUT 25 MILES N OF FORT SMITH, NEAR THE
 FH0961'CENTER OF SEC. 7, T 12 N, R 32 W, ON LAND OWNED AND OCCUPIED
 FH0961'BY J.B. BROOK.  MARK IS SET ABOUT 1-1/2 MILES S OF THE
 FH0961'CRAWFORD-WASHINGTON COUNTY LINE AND ABOUT 3 MILES E OF THE
 FH0961'OKLAHOMA-ARKANSAS STATE LINE.  IT IS ON THE HIGHEST POINT OF
 FH0961'LIBERTY HILL, 43 FEET SW OF THE FENCE LINE ON THE SW SIDE
 FH0961'OF THE CEMETERY, 109 FEET S OF THE NW CORNER OF THE CEMETERY,
 FH0961'110 FEET SE OF OLD RAIL FENCE.  MARK PROJECTS 9 INCHES.
 FH0961'
 FH0961'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH0961'BRONZE DISKS SET IN CONCRETE.
 FH0961'
 FH0961'REFERENCE MARK NO.1 IS N OF THE STATION NEAR THE NW CORNER
 FH0961'OF THE CEMETERY.  IT IS 1 FOOT SW OF THE FENCE LINE AND 5
 FH0961'FEET SE OF THE NW CORNER OF THE LOT.  MARK PROJECTS 12 INCHES.
 FH0961'
 FH0961'REFERENCE MARK NO.2 IS W OF THE STATION ON THE E SIDE OF RAIL
 FH0961'FENCE, 25 FEET NW OF A 20-INCH OAK TREE.  THIS TREE IS THE LARGEST
 FH0961'OAK ON THE HILL IN THE IMMEDIATE VICINITY OF THE STATION.
 FH0961'MARK PROJECTS 11 INCHES.
 FH0961'
 FH0961'AZIMUTH MARK IS N OF THE STATION, 10 FEET SW OF MR. BROOKS
 FH0961'HOUSE, 11 FEET E OF GATE LEADING INTO BARNYARD, 4 FEET W OF N-S
 FH0961'FENCE LINE, 1-1/2 FEET S OF E-W FENCE.  MARK PROJECTS 10
 FH0961'INCHES.
 FH0961'
 FH0961'TO REACH FROM VAN BUREN, INTERSECTION OF U.S. HIGHWAY 71 AND
 FH0961'STATE HIGHWAY 45, GO W AND N ON STATE HIGHWAY 45 FOR 17.2
 FH0961'MILES TO BRIDGE OVER LEE CREEK AT NATURAL DAM, CONTINUE ON
 FH0961'HIGHWAY 45 FOR 1.0 MILE TO SIDE ROAD TO RIGHT.  HERE TURN RIGHT
 FH0961'AND GO 4.45 MILES TO A SIDE ROAD LEADING E, CONTINUE STRAIGHT
 FH0961'AHEAD 3.0 MILES TO TRAIL TO LEFT UP STEEP HILL.  TURN LEFT ON
 FH0961'TRAIL AND FOLLOW MAIN TRAVELED ROAD FOR 0.45 MILE TO THE
 FH0961'RESIDENCE OF MR. BROOK.  STATION IS ABOUT 0.2 MILE S AT THE
 FH0961'SW EDGE OF THE CEMETERY.
 FH0961'
 FH0961'ALL LIGHTS COME INTO VIEW AT 44 FEET.
 FH0961
 FH0961                          STATION RECOVERY (1960)
 FH0961
 FH0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH0961'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 FH0961'CONDITION.  A LOOKOUT TOWER, KNOWN AS LIBERTY HILL LOOKOUT
 FH0961'TOWER, HAS BEEN BUILT JUST SOUTHWEST OF THE STATION.  THE STATION
 FH0961'MARK IS ABOUT 34 FEET NORTHEAST OF THE NORTHEAST LEG OF THE TOWER
 FH0961'AND IS ABOUT 16 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN
 FH0961'ROAD.  R.M. NO. 1 IS NEAR THE NORTHWEST CORNER OF A CEMETERY AND
 FH0961'R.M. NO. 2 IS WEST OF THE STATION AND NORTHWEST OF THE TOWER.
 FH0961'ALL MARKS PROJECT ABOVE THE GROUND AND ARE EASILY RECOVERED.
 FH0961'
 FH0961'CONSIDERABLE TIME WAS SPENT IN SEARCH FOR THE AZIMUTH MARK BUT
 FH0961'IT WAS NOT FOUND.  THE BROOKS HOUSE IS GONE AND IT WAS IMPOSSIBLE
 FH0961'TO DETERMINE ITS FORMER LOCATION.  IT IS POSSIBLE THAT THIS
 FH0961'MARK WAS DESTROYED WHEN THE NEW ROAD WAS BUILT.
 FH0961'
 FH0961'TO REACH FROM THE NATURAL DAM POST OFFICE, JUST NORTH OF A
 FH0961'LARGE BRIDGE OVER LEE CREEK, GO NORTH ON STATE HIGHWAY 59
 FH0961'FOR 1.1 MILES TO A SIDE ROAD RIGHT JUST AFTER PASSING A ROCK
 FH0961'SCHOOL HOUSE ON THE RIGHT, TURN RIGHT AND FOLLOW THE LIBERTY HILL
 FH0961'ROAD FOR 4.0 MILES TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD
 FH0961'AS PER SIGN LIBERTY HILL TOWER 3 AND GO 2.7 MILES TO LOOKOUT
 FH0961'TOWER AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1478 ***********************************************************************
 FF1478  DESIGNATION -  LICK
 FF1478  PID         -  FF1478
 FF1478  STATE/COUNTY-  AR/LONOKE
 FF1478  USGS QUAD   -  BEEBE (1994)
 FF1478
 FF1478                         *CURRENT SURVEY CONTROL
 FF1478  ___________________________________________________________________
 FF1478* NAD 83(1986)-  35 01 42.     (N)    091 57 01.     (W)     SCALED    
 FF1478* NAVD 88     -        74.27   (+/-2cm)     243.7    (feet)  VERTCON   
 FF1478  ___________________________________________________________________
 FF1478  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1478
 FF1478  VERT ORDER  -  ? (See Below)
 FF1478
 FF1478.The horizontal coordinates were scaled from a topographic map and have
 FF1478.an estimated accuracy of +/- 6 seconds.
 FF1478
 FF1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1478.The vertical order pertains to the NGVD 29 superseded value.
 FF1478
 FF1478.The geoid height was determined by GEOID03.
 FF1478
 FF1478;                    North         East    Units  Estimated Accuracy
 FF1478;SPC AR S     -   661,960.      404,540.      MT  (+/- 180 meters Scaled)
 FF1478
 FF1478                          SUPERSEDED SURVEY CONTROL
 FF1478
 FF1478  NGVD 29 (??/??/??)   74.260  (m)          243.63   (f) ADJUSTED    ?  
 FF1478
 FF1478.Superseded values are not recommended for survey control.
 FF1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1478.See file dsdata.txt to determine how the superseded data were derived.
 FF1478
 FF1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU957766(NAD 83)
 FF1478_MARKER: DD = SURVEY DISK
 FF1478_SETTING: 0 = UNSPECIFIED SETTING
 FF1478_STAMPING: LICK 1934
 FF1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1478
 FF1478  HISTORY     - Date     Condition        Report By
 FF1478  HISTORY     - 1934     MONUMENTED       ARGS
 FF1478  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1478
 FF1478                          STATION DESCRIPTION
 FF1478
 FF1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1478'AT WARD.
 FF1478'AT WARD, LONOKE COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 50.5
 FF1478'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 57 FEET
 FF1478'NORTHWEST OF POLE 317+25, 14.5 FEET NORTHWEST OF THE NORTHWEST
 FF1478'RAIL OF THE NORTHWEST TRACK, AND 49 FEET EAST OF A 30-INCH
 FF1478'RED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1435 ***********************************************************************
 FF1435  DESIGNATION -  LIFE
 FF1435  PID         -  FF1435
 FF1435  STATE/COUNTY-  AR/WHITE
 FF1435  USGS QUAD   -  KENSETT (1994)
 FF1435
 FF1435                         *CURRENT SURVEY CONTROL
 FF1435  ___________________________________________________________________
 FF1435* NAD 83(1986)-  35 11 50.     (N)    091 42 46.     (W)     SCALED    
 FF1435* NAVD 88     -        67.730  (meters)     222.21   (feet)  ADJUSTED  
 FF1435  ___________________________________________________________________
 FF1435  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1435  DYNAMIC HT  -          67.669 (meters)     222.01  (feet)  COMP
 FF1435  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 FF1435
 FF1435  VERT ORDER  -  FIRST     CLASS II
 FF1435
 FF1435.The horizontal coordinates were scaled from a topographic map and have
 FF1435.an estimated accuracy of +/- 6 seconds.
 FF1435
 FF1435.The orthometric height was determined by differential leveling
 FF1435.and adjusted by the National Geodetic Survey in June 1991..
 FF1435.WARNING-Repeat measurements at this control monument indicate possible
 FF1435.vertical movement.
 FF1435
 FF1435.The geoid height was determined by GEOID03.
 FF1435
 FF1435.The dynamic height is computed by dividing the NAVD 88
 FF1435.geopotential number by the normal gravity value computed on the
 FF1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1435.degrees latitude (g = 980.6199 gals.).
 FF1435
 FF1435.The modeled gravity was interpolated from observed gravity values.
 FF1435
 FF1435;                    North         East    Units  Estimated Accuracy
 FF1435;SPC AR N     -    95,880.      426,160.      MT  (+/- 180 meters Scaled)
 FF1435
 FF1435                          SUPERSEDED SURVEY CONTROL
 FF1435
 FF1435  NGVD 29 (??/??/??)   67.695  (m)          222.10   (f) ADJUSTED    1 2
 FF1435
 FF1435.Superseded values are not recommended for survey control.
 FF1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1435.See file dsdata.txt to determine how the superseded data were derived.
 FF1435
 FF1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU171956(NAD 83)
 FF1435_MARKER: DD = SURVEY DISK
 FF1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1435_STAMPING: LIFE
 FF1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1435+STABILITY: SURFACE MOTION
 FF1435
 FF1435  HISTORY     - Date     Condition        Report By
 FF1435  HISTORY     - 1934     MONUMENTED       ARGS
 FF1435  HISTORY     - 1955     GOOD             CGS
 FF1435  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1435
 FF1435                          STATION DESCRIPTION
 FF1435
 FF1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1435'AT HIGGINSON.
 FF1435'AT HIGGINSON, 82 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 FF1435'MISSOURI PACIFIC RAILROAD STATION, 12.3 FEET NORTHWEST OF THE
 FF1435'NORTHWEST RAIL OF THE NORTHWEST TRACK, 12 FEET SOUTHEAST OF A
 FF1435'TELEPHONE POLE, 249 FEET NORTHEAST OF BENCH MARK T 9, SET IN THE
 FF1435'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FF1435
 FF1435                          STATION RECOVERY (2003)
 FF1435
 FF1435'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1032 ***********************************************************************
 GE1032  DESIGNATION -  LIGHT RESET
 GE1032  PID         -  GE1032
 GE1032  STATE/COUNTY-  AR/GREENE
 GE1032  USGS QUAD   -  WALCOTT (1992)
 GE1032
 GE1032                         *CURRENT SURVEY CONTROL
 GE1032  ___________________________________________________________________
 GE1032* NAD 83(1997)-  36 06 22.60329(N)    090 44 33.32337(W)     ADJUSTED  
 GE1032* NAVD 88     -        80.16   (+/-2cm)     263.0    (feet)  VERTCON   
 GE1032  ___________________________________________________________________
 GE1032  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 GE1032  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GE1032
 GE1032  HORZ ORDER  -  FIRST
 GE1032  VERT ORDER  -  THIRD ? (See Below)
 GE1032
 GE1032.The horizontal coordinates were established by classical geodetic methods
 GE1032.and adjusted by the National Geodetic Survey in September 1999..
 GE1032
 GE1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1032.The vertical order pertains to the NGVD 29 superseded value.
 GE1032
 GE1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1032
 GE1032.The geoid height was determined by GEOID03.
 GE1032
 GE1032;                    North         East     Units Scale Factor Converg.
 GE1032;SPC AR N     -   197,420.811   513,214.783   MT  0.99997735   +0 43 54.1
 GE1032;SPC AR N     -   647,704.78  1,683,772.17   sFT  0.99997735   +0 43 54.1
 GE1032;UTM  15      - 3,998,095.989   703,197.876   MT  1.00010877   +1 19 50.6
 GE1032
 GE1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1032!SPC AR N     -   0.99999184  x   0.99997735  =   0.99996919
 GE1032!UTM  15      -   0.99999184  x   1.00010877  =   1.00010061
 GE1032
 GE1032|---------------------------------------------------------------------|
 GE1032| PID    Reference Object                     Distance      Geod. Az  |
 GE1032|                                                           dddmmss.s |
 GE1032| CI4512 LIGHT RM 4                           58.296 METERS 01343     |
 GE1032| CI4509 LIGHT RM 1                           17.417 METERS 06849     |
 GE1032| CI4510 LIGHT RM 2                           41.354 METERS 15905     |
 GE1032| CI4511 LIGHT RM 3                           72.939 METERS 16453     |
 GE1032| CI4508 LIGHT AZ MK                                        1800800.9 |
 GE1032|---------------------------------------------------------------------|
 GE1032
 GE1032                          SUPERSEDED SURVEY CONTROL
 GE1032
 GE1032  NAD 83(1986)-  36 06 22.61368(N)    090 44 33.32319(W) AD(       ) 1
 GE1032  NAD 27      -  36 06 22.36230(N)    090 44 32.91320(W) AD(       ) 1
 GE1032  NGVD 29 (07/19/86)   80.11   (m)          262.8    (f) LEVELING    3  
 GE1032
 GE1032.Superseded values are not recommended for survey control.
 GE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1032.See file dsdata.txt to determine how the superseded data were derived.
 GE1032
 GE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0319898096(NAD 83)
 GE1032_MARKER: DS = TRIANGULATION STATION DISK
 GE1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1032
 GE1032  HISTORY     - Date     Condition        Report By
 GE1032  HISTORY     - 1953     MONUMENTED       CGS
 GE1032  HISTORY     - 1955     GOOD             CGS
 GE1032  HISTORY     - 1963     POOR             USGS
 GE1032  HISTORY     - 1965     GOOD             CGS
 GE1032  HISTORY     - 20020916 MARK NOT FOUND   USACE
 GE1032
 GE1032                          STATION DESCRIPTION
 GE1032
 GE1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1032'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF LIGHT, 31
 GE1032'FEET WEST OF THE CENTER OF A DIRT ROAD, 21 FEET SOUTHEAST
 GE1032'OF THE SOUTHEAST CORNER OF A BARN AND 15 FEET NORTHWEST OF
 GE1032'A FENCE CORNER.  IT IS STAMPED LIGHT 1953 AND IT IS SET
 GE1032'FLUSH WITH THE SURFACE OF THE GROUND.
 GE1032'
 GE1032'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE
 GE1032'DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 GE1032'PROJECTS 4 INCHES AND IS STAMPED LIGHT NO 1 1953.
 GE1032'
 GE1032'REFERENCE MARK NO. 2 IS 82 FEET NORTH NORTHEAST OF A T ROAD
 GE1032'JUNCTION, 59 FEET NORTH OF A FENCE CORNER, 19 FEET EAST OF
 GE1032'THE CENTER OF A DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH
 GE1032'FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED LIGHT NO
 GE1032'2 1953.
 GE1032'
 GE1032'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 147.49 FEET.
 GE1032'
 GE1032'THE AZIMUTH MARK IS 91 FEET NORTHEAST OF A CROSSROAD JUNCTION, 29
 GE1032'FEET EAST OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTHWEST
 GE1032'OF A POWERLINE POLE AND 2 FEET NORTH OF A WITNESS POST.  IT
 GE1032'PROJECTS 4 INCHES AND IS STAMPED LIGHT 1953.
 GE1032'
 GE1032'TO REACH THE STATION FROM THE POST OFFICE IN LIGHT GO EAST ON
 GE1032'STATE HIGHWAY 25 FOR ABOUT 80 YARDS TO A T ROAD RIGHT, TURN
 GE1032'RIGHT ON GRADED ROAD AND GO NORTH ON MAIN TRAVELED ROAD FOR
 GE1032'2.3 MILES TO CROSSROAD AND AZIMUTH MARK AS DESCRIBED.  CONTINUE
 GE1032'NORTH ON DIRT ROAD FOR 0.5 MILE TO THE STATION MARK ON THE LEFT
 GE1032'AS DESCRIBED.
 GE1032'
 GE1032'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1032
 GE1032                          STATION RECOVERY (1955)
 GE1032
 GE1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1032'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 GE1032'DISCREPANCY WAS FOUND IN THE TO REACH.  GO WEST FROM THE POST
 GE1032'OFFICE IN LIGHT INSTEAD OF EAST.
 GE1032
 GE1032                          STATION RECOVERY (1963)
 GE1032
 GE1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GE1032'STATION WAS SEARCHED FOR AND THE STATION MARK WAS FOUND
 GE1032'SLIGHTLY DISTURBED, LEANING WEST APPROXIMATELY 2 DEGREES.
 GE1032'
 GE1032'RM 1 HAS THE TOP KNOCKED OFF.  THE SHAFT OF THE DISK IS
 GE1032'INTACT.
 GE1032'
 GE1032'RM 2 WAS NOT FOUND AND IS DESTROYED.
 GE1032'
 GE1032'THE THREE MARKS ARE IN FIELDS THAT ARE CULTIVATED.  THIS IS
 GE1032'THE REASON FOR THEIR BEING DISTURBED.
 GE1032
 GE1032                          STATION RECOVERY (1965)
 GE1032
 GE1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 GE1032'THE STATION WAS VISITED 10-18-65 AND STATION AND AZIMUTH MARK WERE
 GE1032'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND NO. 2
 GE1032'WERE DESTROYED PRIOR TO THIS DATE.  REFERENCE MARK NO. 3 AND NO. 4
 GE1032'WERE ESTABLISHED AT THIS DATE.  THE AREA AT THE STATION
 GE1032'IS NOW A CULTIVATED FIELD, THE BARN MENTIONED IN THE ORIGINAL
 GE1032'DESCRIPTION HAS BEEN DISMANTLED TO PRESERVE THE STATION.
 GE1032'THE SURFACE MARK WAS LOWERED BELOW PLOW DEPTH.  WITNESS POSTS
 GE1032'WERE SET AT REFERENCE MARK NO. 3 AND NO. 4 AND AZIMUTH MARKS.  A
 GE1032'NEW DESCRIPTION FOLLOWS.
 GE1032'
 GE1032'THE STATION IS LOCATED ABOUT 2.8 MILES NORTH OF THE COMMUNITY
 GE1032'OF LIGHT, 0.55 MILE NORTH OF A CROSS ROAD IN A CULTIVATED
 GE1032'FIELD, 30 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 GE1032'ROAD, 207 FEET NORTH-NORTHWEST OF THE INTERSECTIONS OF THE
 GE1032'CENTER LINES OF THE NORTH-SOUTH ROAD AND A ROAD LEADING EAST, 194
 GE1032'FEET NORTH-NORTHWEST OF POWER POLE AT ROAD LEADING EAST,
 GE1032'250 FEET SOUTH-SOUTHWEST OF SECOND POLE NORTH OF ROAD LEADING
 GE1032'EAST, 5.3 FEET WEST OF A POINT UNDER CENTER OF POWER LINE
 GE1032'WHICH IS 244 FEET SOUTH OF THE SECOND POLE NORTH OF THE SIDE
 GE1032'ROAD LEADING EAST.  IT IS A STANDARD DISK, STAMPED LIGHT
 GE1032'1953 1965.  STATION IS 12 INCHES BELOW SURFACE OF GROUND.
 GE1032'
 GE1032'REFERENCE MARK NO. 3 IS SOUTH-SOUTHEAST OF STATION, 3 FEET
 GE1032'NORTH OF POWER POLE WITH TRANSFORMER, 20 FEET NORTH OF
 GE1032'CENTERLINE OF ROAD LEADING EAST, 22 FEET EAST OF THE CENTERLINE
 GE1032'OF NORTH-SOUTH ROAD, 11 FEET NORTHEAST OF NORTH END OF A
 GE1032'CULVERT UNDER ROAD LEADING EAST, 1 FOOT SOUTH OF A METAL WITNESS
 GE1032'POST.  IT IS A STANDARD DISK, STAMPED LIGHT NO. 3 1953 1965,
 GE1032'PROJECTS 6 INCHES.
 GE1032'
 GE1032'REFERENCE MARK NO. 4 IS NORTH-NORTHEAST OF THE STATION AND
 GE1032'IN LINE WITH A ROW OF POLES, 11 FEET SOUTH OF THE SECOND
 GE1032'POLE NORTH OF ROAD LEADING EAST, 437 FEET NORTH OF THE CENTER
 GE1032'OF ROAD LEADING EAST, 22 FEET EAST OF THE CENTERLINE OF
 GE1032'ROAD, 6 FEET NORTH OF THE ANCHOR FOR POWER POLE, 1 FOOT NORTHEAST
 GE1032'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED LIGHT
 GE1032'NO.  4 1953 1965, PROJECTS 6 INCHES.
 GE1032'
 GE1032'THE DISTANCE FROM REFERENCE MARK NO. 3 TO REFERENCE MARK NO.
 GE1032'4 IS 416.3 FEET.
 GE1032'
 GE1032'THE AZIMUTH MARK IS 0.55 MILE SOUTH OF THE STATION IN THE
 GE1032'NORTHEAST ANGLE OF THE CROSS ROAD, 55 FEET NORTH OF A DEEP
 GE1032'EAST-WEST DITCH, 30 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 GE1032'ROAD, 87 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD, 93 FEET
 GE1032'NORTH-NORTHEAST OF THE CENTERLINE OF CROSS ROADS, 615 FEET
 GE1032'NORTHWEST OF POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST.
 GE1032'IT IS A STANDARD DISK, STAMPED LIGHT 1953, PROJECTS 3 INCHES.
 GE1032'
 GE1032'TO REACH STATION FROM THE POST OFFICE AT LIGHT ON STATE HIGHWAY
 GE1032'25, GO NORTH ON GRAVELED ROAD FOR 2.3 MILES TO A CROSS ROAD
 GE1032'AND AZIMUTH MARK IN NORTHEAST ANGLE.  CONTINUE NORTH FOR 0.5
 GE1032'MILE TO A SIDE ROAD RIGHT AND REFERENCE MARK 3 IN NORTHEAST
 GE1032'ANGLE.  CONTINUE NORTH FOR 207 FEET TO STATION ON THE LEFT.
 GE1032
 GE1032                          STATION RECOVERY (2002)
 GE1032
 GE1032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1032'THE STATION IS LOCATED IN A CULTIVATED FIELD. NO SEARCH MADE DUE TO
 GE1032'CROP IN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2877 ***********************************************************************
 EH2877  DESIGNATION -  LIGON
 EH2877  PID         -  EH2877
 EH2877  STATE/COUNTY-  AR/LEE
 EH2877  USGS QUAD   -  AUBREY (1971)
 EH2877
 EH2877                         *CURRENT SURVEY CONTROL
 EH2877  ___________________________________________________________________
 EH2877* NAD 83(1997)-  34 39 54.46030(N)    090 55 08.43727(W)     ADJUSTED  
 EH2877* NAVD 88     -        55.37   (+/-2cm)     181.7    (feet)  VERTCON   
 EH2877  ___________________________________________________________________
 EH2877  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EH2877  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH2877
 EH2877  HORZ ORDER  -  SECOND
 EH2877  VERT ORDER  -  THIRD ? (See Below)
 EH2877
 EH2877.The horizontal coordinates were established by classical geodetic methods
 EH2877.and adjusted by the National Geodetic Survey in September 1999..
 EH2877
 EH2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2877.The vertical order pertains to the NGVD 29 superseded value.
 EH2877
 EH2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2877
 EH2877.The geoid height was determined by GEOID03.
 EH2877
 EH2877;                    North         East     Units Scale Factor Converg.
 EH2877;SPC AR S     -   622,182.878   499,077.977   MT  0.99997893   +0 36 18.1
 EH2877;SPC AR S     - 2,041,278.33  1,637,391.66   sFT  0.99997893   +0 36 18.1
 EH2877;UTM  15      - 3,837,878.092   690,679.047   MT  1.00004815   +1 11 02.3
 EH2877
 EH2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2877!SPC AR S     -   0.99999553  x   0.99997893  =   0.99997446
 EH2877!UTM  15      -   0.99999553  x   1.00004815  =   1.00004368
 EH2877
 EH2877|---------------------------------------------------------------------|
 EH2877| PID    Reference Object                     Distance      Geod. Az  |
 EH2877|                                                           dddmmss.s |
 EH2877| CY6892 LIGON RM 1                           27.216 METERS 01354     |
 EH2877| CY6891 LIGON AZ MK                                        0835250.8 |
 EH2877| CY6894 LIGON RM 3 AZIMUTH                                 0855931.8 |
 EH2877| EH2874 MARVELL MUNICIPAL TANK              APPROX.12.0 KM 1781447.5 |
 EH2877| EH2875 MARVELL FEDERAL COMPRESS NE TK      APPROX.12.0 KM 1810654.2 |
 EH2877| EH2873 MARVELL FEDERAL COMPRESS SW TK      APPROX.12.0 KM 1820056.6 |
 EH2877| CY6893 LIGON RM 2                           22.327 METERS 25639     |
 EH2877|---------------------------------------------------------------------|
 EH2877
 EH2877                          SUPERSEDED SURVEY CONTROL
 EH2877
 EH2877  NAD 83(1997)-  34 39 54.46499(N)    090 55 08.43575(W) AD(       ) 2
 EH2877  NAD 83(1997)-  34 39 54.46536(N)    090 55 08.43557(W) AD(       ) 2
 EH2877  NAD 83(1986)-  34 39 54.46802(N)    090 55 08.43448(W) AD(       ) 2
 EH2877  NAD 27      -  34 39 54.11008(N)    090 55 08.01655(W) AD(       ) 2
 EH2877  NGVD 29 (07/19/86)   55.39   (m)          181.7    (f) LEVELING    3  
 EH2877
 EH2877.Superseded values are not recommended for survey control.
 EH2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2877.See file dsdata.txt to determine how the superseded data were derived.
 EH2877
 EH2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9067937878(NAD 83)
 EH2877_MARKER: DS = TRIANGULATION STATION DISK
 EH2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2877
 EH2877  HISTORY     - Date     Condition        Report By
 EH2877  HISTORY     - 1965     MONUMENTED       CGS
 EH2877  HISTORY     - 1973     GOOD             NGS
 EH2877
 EH2877                          STATION DESCRIPTION
 EH2877
 EH2877'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2877'THE STATION IS 7 MILES NORTH OF MARVELL AND 5-1/2 MILES WEST
 EH2877'OF RONDO ON PROPERTY OWNED BY FRED LIGON.
 EH2877'
 EH2877'TO REACH THE STATION FROM THE CROSSROADS JUST WEST OF THE
 EH2877'POST OFFICE IN RONDO, GO SOUTH ON A GRAVEL ROAD FOR 0.2 MILE
 EH2877'TO STATE HIGHWAY 121.  TURN RIGHT AND GO WEST AND NORTHWEST
 EH2877'ON STATE HIGHWAY 121 FOR 4.45 MILES TO THE JUNCTION OF STATE
 EH2877'HIGHWAY 243 ON THE SOUTH EDGE OF THE COMMUNITY OF BIG CREEK
 EH2877'CORNER.  TURN LEFT AND GO WEST AND SOUTHWEST ON STATE HIGHWAY
 EH2877'243 (GRAVEL ROAD) FOR 1.5 MILES TO A Y-JUNCTION.  BEAR RIGHT
 EH2877'ON STATE HIGHWAY 243 AND GO WEST FOR 0.05 MILE TO THE AZIMUTH
 EH2877'MARK ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 243 FOR
 EH2877'0.25 MILE TO WHERE STATE HIGHWAY 243 CURVES TO THE SOUTH.
 EH2877'BEAR LEFT, SOUTH, ON STATE HIGHWAY 243 AND GO APPROXIMATELY
 EH2877'20 YARDS TO A DRIVEWAY ON THE RIGHT, JUST NORTH OF FRED
 EH2877'LIGONS GROCERY STORE.  TURN RIGHT AND GO WEST ON THE DRIVEWAY
 EH2877'FOR APPROXIMATELY 20 YARDS TO A BOARD GATE.  PASS THROUGH
 EH2877'THE GATE AND TURN LEFT.  THE STATION IS APPROXIMATELY 20
 EH2877'YARDS SOUTH OF THE GATE.
 EH2877'
 EH2877'STATION MARKS ARE STANDARD DISKS STAMPED LIGON 1965.  THE
 EH2877'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 EH2877'THE SURFACE OF THE GROUND.  IT IS 135 FEET WEST OF THE CENTER
 EH2877'OF STATE HIGHWAY 243, 52 FEET SOUTHWEST OF THE SOUTHWEST
 EH2877'CORNER OF THE GROCERY STORE, 52 FEET SOUTHEAST OF A GUM TREE
 EH2877'APPROXIMATELY 24 INCHES IN DIAMETER, 25 FEET NORTHWEST OF
 EH2877'A FENCE CORNER, 20 FEET NORTH OF A FENCE AND 17 FEET WEST
 EH2877'OF ANOTHER FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EH2877'MASS OF CONCRETE 46 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2877'
 EH2877'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LIGON NO 1
 EH2877'1965 IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 EH2877'INCHES.  IT IS 38 FEET NORTHEAST OF A WILD CHERRY TREE
 EH2877'APPROXIMATELY 20 INCHES IN DIAMTER, 25 FEET NORTHWEST OF THE
 EH2877'NORTHWEST CORNER OF THE GROCERY STORE, 22 FEET SOUTH OF
 EH2877'A FENCE CORNER, 4 FEET SOUTH OF A GATE POST AND 1 FOOT WEST
 EH2877'OF A FENCE.
 EH2877'
 EH2877'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LIGON NO 2
 EH2877'1965 IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2877'WITH THE SURFACE OF THE GROUND.  IT IS 16 FEET EAST OF A
 EH2877'30 INCH OAK TREE, 1.5 FEET NORTHEAST OF THE EAST GATE POST
 EH2877'OF A BOARD GATE AND 1 FOOT NORTH OF A FENCE.
 EH2877'
 EH2877'AZIMUTH MARK, A STANDARD DISK STAMPED LIGON 1965 IS SET IN
 EH2877'A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 EH2877'SURFACE OF THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER
 EH2877'OF STATE HIGHWAY 243, 14 FEET NORTHWEST OF A STATE HIGHWAY
 EH2877'SIGN (243), 3 FEET SOUTHEAST OF A METAL WITNESS POST, 2 FEET
 EH2877'WEST OF A TELEPHONE POLE AND 2 FEET SOUTH OF A WIRE FENCE.
 EH2877'
 EH2877'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 EH2877'
 EH2877'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2877
 EH2877                          STATION RECOVERY (1973)
 EH2877
 EH2877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 EH2877'THE STATION WAS VISITED 4-19-73 AND THE STATION AND ALL
 EH2877'THE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 EH2877'WAS MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION, IT WAS
 EH2877'REPLACED WITH REFERENCE MARK NO. 3.  THE OLD AZIMUTH MARK
 EH2877'WAS DESTROYED AND THE DISK RECLAIMED.  THE DESCRIPTION IN
 EH2877'1965 FOR THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2
 EH2877'IS ADEQUATE.  THE DISTANCE TO THE REFERENCE MARKS CHECKED
 EH2877'AND THE ANGLE FROM THE AZIMUTH MARK TO REFERENCE MARK HO. 2
 EH2877'CHECKED, THE DIRECTION TO THIS MARK COULD NOT BE CHECKS
 EH2877'SINCE IT WAS OBSTRUCTED BUT COULD BE MEASURED TO MARK TO
 EH2877'MARK.  A NEW DESCRIPTION FOT THE AZIMUTH MARK (REFERENCE
 EH2877'MARK NO. 3 FOLLOWS
 EH2877'
 EH2877'REFERENCE MARK NO. 3 IS 0.35 MILE EAST OF THE STATION WHERE
 EH2877'THE HIGHWAY MAKES A TURN TO THE NORTH, IT IS 169 FEET SSE
 EH2877'OF THE CENTER OF THE ROAD, ABOUT MIDWAY OF A CURVE, 33 FEET
 EH2877'SOUTH OF THE CENTER OF A RROAD LEADING EAST, 2 FEET SOUTH
 EH2877'OF A POWER POLE WHERE THE POWER LINE MAKE A 90 DEGREE TURN
 EH2877'FROM THE EAST TO THE NORTH, 1 FOOT NORTHEAST OF A METAL
 EH2877'WITNESS POST.  IT IS AT THE NORTH EDGE OF A FIELD.  IT IS
 EH2877'A REFERENCE MARK DISK STAMPED LIGON NO 3 1973 1965.
 EH2877'
 EH2877'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES
 EH2877'N OF MARVEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1447 ***********************************************************************
 FF1447  DESIGNATION -  LIMA
 FF1447  PID         -  FF1447
 FF1447  STATE/COUNTY-  AR/WHITE
 FF1447  USGS QUAD   -  GARNER (1981)
 FF1447
 FF1447                         *CURRENT SURVEY CONTROL
 FF1447  ___________________________________________________________________
 FF1447* NAD 83(1986)-  35 08 29.     (N)    091 47 07.     (W)     SCALED    
 FF1447* NAVD 88     -        67.58   (+/-2cm)     221.7    (feet)  VERTCON   
 FF1447  ___________________________________________________________________
 FF1447  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1447
 FF1447  VERT ORDER  -  ? (See Below)
 FF1447
 FF1447.The horizontal coordinates were scaled from a topographic map and have
 FF1447.an estimated accuracy of +/- 6 seconds.
 FF1447
 FF1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1447.The vertical order pertains to the NGVD 29 superseded value.
 FF1447
 FF1447.The geoid height was determined by GEOID03.
 FF1447
 FF1447;                    North         East    Units  Estimated Accuracy
 FF1447;SPC AR N     -    89,670.      419,570.      MT  (+/- 180 meters Scaled)
 FF1447
 FF1447                          SUPERSEDED SURVEY CONTROL
 FF1447
 FF1447  NGVD 29 (??/??/??)   67.555  (m)          221.64   (f) ADJUSTED    ?  
 FF1447
 FF1447.Superseded values are not recommended for survey control.
 FF1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1447.See file dsdata.txt to determine how the superseded data were derived.
 FF1447
 FF1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU106893(NAD 83)
 FF1447_MARKER: DD = SURVEY DISK
 FF1447_SETTING: 0 = UNSPECIFIED SETTING
 FF1447_STAMPING: LIMA 1934
 FF1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1447
 FF1447  HISTORY     - Date     Condition        Report By
 FF1447  HISTORY     - 1934     MONUMENTED       ARGS
 FF1447  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1447  HISTORY     - 1961     MARK NOT FOUND   USGS
 FF1447
 FF1447                          STATION DESCRIPTION
 FF1447
 FF1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1447'AT GARNER.
 FF1447'AT GARNER, WHITE COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 250
 FF1447'FEET NORTHEAST OF A STREET CROSSING, 22 FEET WEST OF POLE 305+17,
 FF1447'22 FEET SOUTHWEST OF A SWITCH STAND, AND 12.5 FEET SOUTHEAST OF
 FF1447'THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK.
 FF1447
 FF1447                          STATION RECOVERY (1961)
 FF1447
 FF1447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FF1447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1700 ***********************************************************************
 FG1700  DESIGNATION -  LINDER
 FG1700  PID         -  FG1700
 FG1700  STATE/COUNTY-  AR/FAULKNER
 FG1700  USGS QUAD   -  HOLLAND (1994)
 FG1700
 FG1700                         *CURRENT SURVEY CONTROL
 FG1700  ___________________________________________________________________
 FG1700* NAD 83(1997)-  35 12 18.84739(N)    092 21 43.83792(W)     ADJUSTED  
 FG1700* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FG1700  ___________________________________________________________________
 FG1700  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 FG1700  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FG1700
 FG1700  HORZ ORDER  -  FIRST
 FG1700
 FG1700.The horizontal coordinates were established by classical geodetic methods
 FG1700.and adjusted by the National Geodetic Survey in September 1999..
 FG1700
 FG1700.The orthometric height was scaled from a topographic map.
 FG1700
 FG1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1700
 FG1700.The geoid height was determined by GEOID03.
 FG1700
 FG1700;                    North         East     Units Scale Factor Converg.
 FG1700;SPC AR N     -    96,790.726   367,021.742   MT  0.99995768   -0 12 38.7
 FG1700;SPC AR N     -   317,554.24  1,204,137.17   sFT  0.99995768   -0 12 38.7
 FG1700;UTM  15      - 3,895,989.576   558,057.093   MT  0.99964154   +0 22 03.8
 FG1700
 FG1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1700!SPC AR N     -   0.99997833  x   0.99995768  =   0.99993601
 FG1700!UTM  15      -   0.99997833  x   0.99964154  =   0.99961988
 FG1700
 FG1700|---------------------------------------------------------------------|
 FG1700| PID    Reference Object                     Distance      Geod. Az  |
 FG1700|                                                           dddmmss.s |
 FG1700| CI2347 LINDER RM 2                          23.469 METERS 24830     |
 FG1700| CI2345 LINDER AZ MK                                       2830312.7 |
 FG1700| CI2346 LINDER RM 1                          23.019 METERS 35723     |
 FG1700|---------------------------------------------------------------------|
 FG1700
 FG1700                          SUPERSEDED SURVEY CONTROL
 FG1700
 FG1700  NAD 83(1986)-  35 12 18.86581(N)    092 21 43.82919(W) AD(       ) 1
 FG1700  NAD 27      -  35 12 18.56400(N)    092 21 43.27200(W) AD(       ) 1
 FG1700
 FG1700.Superseded values are not recommended for survey control.
 FG1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1700.See file dsdata.txt to determine how the superseded data were derived.
 FG1700
 FG1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5805795990(NAD 83)
 FG1700_MARKER: DS = TRIANGULATION STATION DISK
 FG1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1700
 FG1700  HISTORY     - Date     Condition        Report By
 FG1700  HISTORY     - 1940     MONUMENTED       CGS
 FG1700  HISTORY     - 1954     GOOD             CGS
 FG1700  HISTORY     - 1967     GOOD             CGS
 FG1700
 FG1700                          STATION DESCRIPTION
 FG1700
 FG1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1700'STATION IS LOCATED ABOUT 3.3 MILES SE OF GREENBREIR AND
 FG1700'ABOUT 8 MILES NE OF CONWAY, AND ABOUT 2 MILES NE OF THE
 FG1700'LINDER CHURCH AND CEMETERY ON THE SUMMIT OF A PROMINENT
 FG1700'RIDGE.
 FG1700'
 FG1700'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1700'DISKS SET IN CONCRETE.
 FG1700'
 FG1700'SURFACE MARK IS STAMPED LINDER 1940 AND PROJECTS ABOUT 6
 FG1700'INCHES ABOVE THE GROUND.  IT IS 6 FEET E OF WHITE REFERENCE
 FG1700'POST, 34.0 FEET W OF THE CENTER LINE OF DIM ROAD, AND 31.8
 FG1700'FEET S OF 1.5-FOOT OAK TREE WITH TRIANGLE BLAZE ON IT.
 FG1700'
 FG1700'REFERENCE MARK NO. 1 IS STAMPED LINDER NO. 1 1940 AND IS
 FG1700'ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS ABOUT
 FG1700'6 INCHES ABOVE THE GROUND AND IS 45.6 FEET N OF A 1.5-FOOT
 FG1700'OAK TREE WITH TRIANGLE BLAZE ON IT AND 44.7 FEET W OF CENTER
 FG1700'LINE OF DIM ROAD.  REFERENCE MARK NO. 2 IS STAMPED LINDER
 FG1700'NO. 2 1940 AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 FG1700'IT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS 105 FEET W
 FG1700'OF THE CENTER LINE OF DIM ROAD.
 FG1700'
 FG1700'AZIMUTH MARK IS STAMPED LINDER 1940 AND PROJECTS ABOUT 6
 FG1700'INCHES ABOVE THE GROUND.  IT IS 4.0 FEET NW OF WHITE REFERENCE
 FG1700'POST, 98.9 FEET S OF CENTER LINE OF OLD ROAD, 43.2 FEET
 FG1700'SE OF 2.5-FOOT OAK TREE AND 34.5 FEET E OF OLD WIRE FENCE.
 FG1700'
 FG1700'STATION IS REACHED AS FOLLOWS- FROM THE GREENBREIR POST
 FG1700'OFFICE GO S ON STATE HIGHWAY 25 0.4 MILE, KEEP STRAIGHT
 FG1700'AHEAD (S) AND GO 3.0 MILES TO ROAD ON THE LEFT (E), TURN
 FG1700'LEFT (E) AND FOLLOW MAIN-TRAVELED ROAD 0.45 MILE TO LINDER
 FG1700'CHURCH AND CEMETERY.  CONTINUE 1.1 MILES ON MAIN-TRAVELED
 FG1700'ROAD TO OLD ROAD LEADING N AT L.W. DAYS MAIL BOX, TURN LEFT
 FG1700'AND GO N ON OLD ROAD 0.2 MILE, TURN RIGHT (E) AND GO 0.6
 FG1700'MILE TO OLD ROAD LEADING N, THAT IS ABOUT 100 YARDS W OF
 FG1700'A HOUSE WITH A GROUND OF LARGE PINE TREES 300 YARDS E OF IT.
 FG1700'TURN LEFT AND GO N ON OLD ROAD 0.5 MILE TO SUMMIT AND
 FG1700'STATION ON THE LEFT.
 FG1700'
 FG1700'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FG1700
 FG1700                          STATION RECOVERY (1954)
 FG1700
 FG1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1700'THE MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FG1700'CONDITION.  THE WITNESS POSTS, THAT MARKED THE STATION AND
 FG1700'AZIMUTH MARK, ARE NOW GONE.  THE ORIGINAL DESCRIPTION WAS
 FG1700'FOUND INADEQUATE, AND A COMPLETE NEW ONE FOLLOWS-
 FG1700'
 FG1700'TO REACH THE STATION FROM THE POST OFFICE IN GREENBRIER,
 FG1700'GO S ON U.S. HIGHWAY 65 FOR 3.3 MI. TO A CROSSROAD AND A
 FG1700'GROCERY-SERVICE STATION IN THE NE ANGLE, TURN LEFT ON THE
 FG1700'MAIN GRAVELED ROAD AND GO E FOR 0.45 MI. TO THE LINDER CHURCH
 FG1700'AND CEMETERY, CONTINUE E FOR 1.1 MI. TO A SIDE ROAD ON THE
 FG1700'LEFT, TURN LEFT ACROSS A SMALL WOOD CULVERT AND GO 0.2 MI., TURN
 FG1700'RIGHT AND GO 0.6 MI. TO AN OLD TRACK ROAD ON THE LEFT JUST
 FG1700'BEFORE REACHING A CONCRETE STORM CELLAR ON THE LEFT, TURN
 FG1700'LEFT ON THE TRACK ROAD AND GO N FOR 0.5 MI. TO THE
 FG1700'TOP OF THE GRADE AND THE STATION ON THE LEFT.  TO REACH
 FG1700'THE AZIMUTH MARK FROM THE STATION, GO N ON THE TRACK ROAD
 FG1700'FOR 0.05 MI. TO A T-INTERSECTION, TURN LEFT AND GO W FOR
 FG1700'0.25 MI. TO THE MARK ON THE LEFT ABOUT 100 FT. S OF THE
 FG1700'ROAD.
 FG1700'
 FG1700'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1700
 FG1700                          STATION RECOVERY (1967)
 FG1700
 FG1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1700'STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE
 FG1700'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES FOLLOWING
 FG1700'IS A NEW AND COMPLETE DESCRIPTION.
 FG1700'
 FG1700'STATION IS LOCATED ON THE SUMMIT OF AN EAST-WEST RIDGE,
 FG1700'ABOUT 8 MILES NORTHEAST OF CONWAY, 3-1/2 MILES SOUTHEAST
 FG1700'OF GREENBRIER AND 2 MILES NORTHEAST OF LINDER CEMETERY.
 FG1700'
 FG1700'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 FG1700'HIGHWAY 65 IN THE SOUTH EDGE OF GREENBRIER, GO SOUTH ON U.S.
 FG1700'HIGHWAY 65 FOR 3.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 FG1700'287.  TURN LEFT AND GO EAST ON STATE HIGHWAY 287 FOR 0.4 MILE
 FG1700'TO THE SPRING HILL CEMETERY ON THE LEFT.  CONTINUE AHEAD
 FG1700'AND GO EAST ON THE HIGHWAY FOR 1.05 MILES TO A DIAGONAL
 FG1700'CROSS ROAD.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.1 MILE TO
 FG1700'A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH, THEN EAST ON GRADED
 FG1700'ROAD FOR 0.8 MILE TO A GATE ON THE LEFT, JUST BEFORE REACHING
 FG1700'A CONCRETE STORM CELLER ON THE LEFT.  TURN LEFT AND GO NORTH
 FG1700'ON WOODS ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH THE
 FG1700'GATE AND CONTINUE NORTH ON THE WOODS ROAD FOR 0.45 MILE
 FG1700'TO A TRACK ROAD ON THE LEFT AND THE STATION IN THE
 FG1700'SOUTHWEST ANGLE OF THE INTERSECTION.  TO REACH THE AZIMUTH
 FG1700'MARK FROM THE STATION, GO WEST ON THE TRACK ROAD FOR 0.25
 FG1700'MILE.  THENCE NORTH ACROSS PASTURE FOR 0.1 MILE TO TWO LARGE
 FG1700'OAK TREES AND THE AZIMUTH MARK.
 FG1700'
 FG1700'STATION MARK IS A STANDARD DISK, STAMPED LINDER 1940, SET
 FG1700'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1700'4 INCHES.  IT IS 43 FEET WEST OF THE CENTER OF THE WOODS
 FG1700'ROAD, 10 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND
 FG1700'1 FOOT WEST OF A METAL WITNESS POST.
 FG1700'
 FG1700'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LINDER NO 1
 FG1700'1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1700'PROJECTING 5 INCHES.  IT IS 63 FEET NORTH OF THE CENTER
 FG1700'OF THE TRACK ROAD, 6 FEET SOUTHEAST OF A DOUBLE TRUNKED
 FG1700'TREE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1700'
 FG1700'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LINDER NO 2
 FG1700'1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1700'PROJECTING 3 INCHES.  IT IS 106 FEET WEST OF THE CENTER OF
 FG1700'THE WOODS ROAD, 56 FEET SOUTH OF THE CENTER OF THE TRACK
 FG1700'ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 FG1700'
 FG1700'AZIMUTH MARK IS A STANDARD DISK, STAMPED LINDER 1940, SET
 FG1700'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1700'5 INCHES.  IT IS 77 FEET SOUTH OF A FENCE, 51 FEET NORTHEAST
 FG1700'OF THE EAST ONE OF TWO LARGE OAK TREES, AND 1.5 FEET SOUTHWEST
 FG1700'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3581 ***********************************************************************
 AI3581  SACS        -  This is a Secondary Airport Control Station.
 AI3581  DESIGNATION -  LIT A
 AI3581  PID         -  AI3581
 AI3581  STATE/COUNTY-  AR/PULASKI
 AI3581  USGS QUAD   -  SWEET HOME (1986)
 AI3581
 AI3581                         *CURRENT SURVEY CONTROL
 AI3581  ___________________________________________________________________
 AI3581* NAD 83(1997)-  34 43 26.89517(N)    092 13 38.47247(W)     ADJUSTED  
 AI3581* NAVD 88     -        75.21   (meters)     246.8    (feet)  GPS OBS   
 AI3581  ___________________________________________________________________
 AI3581  X           -    -203,961.232 (meters)                     COMP
 AI3581  Y           -  -5,243,994.952 (meters)                     COMP
 AI3581  Z           -   3,612,783.407 (meters)                     COMP
 AI3581  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AI3581  ELLIP HEIGHT-          48.62  (meters)          (12/13/01) GPS OBS
 AI3581  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AI3581
 AI3581  HORZ ORDER  -  FIRST
 AI3581  ELLP ORDER  -  FOURTH    CLASS II
 AI3581
 AI3581.This mark is at Adams Field Airport (LIT)
 AI3581
 AI3581.The horizontal coordinates were established by GPS observations
 AI3581.and adjusted by the National Geodetic Survey in February 2000..
 AI3581
 AI3581.The orthometric height was determined by GPS observations and a
 AI3581.high-resolution geoid model.
 AI3581
 AI3581.GPS derived orthometric heights for airport stations designated as
 AI3581.PACS or SACS are published to 2 decimal places.  This maintains
 AI3581.centimeter relative accuracy between the PACS and SACS.  It does
 AI3581.not indicate centimeter accuracy relative to other marks which are
 AI3581.part of the NAVD 88 network.
 AI3581
 AI3581.Photographs are available for this station.
 AI3581
 AI3581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3581
 AI3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3581
 AI3581.The ellipsoidal height was determined by GPS observations
 AI3581.and is referenced to NAD 83.
 AI3581
 AI3581.The geoid height was determined by GEOID03.
 AI3581
 AI3581;                    North         East     Units Scale Factor Converg.
 AI3581;SPC AR S     -   628,229.025   379,176.113   MT  0.99999079   -0 07 38.1
 AI3581;SPC AR S     - 2,061,114.73  1,244,013.63   sFT  0.99999079   -0 07 38.1
 AI3581;UTM  15      - 3,842,723.375   570,741.838   MT  0.99966168   +0 26 24.5
 AI3581
 AI3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3581!SPC AR S     -   0.99999237  x   0.99999079  =   0.99998316
 AI3581!UTM  15      -   0.99999237  x   0.99966168  =   0.99965405
 AI3581
 AI3581:                Primary Azimuth Mark                     Grid Az
 AI3581:SPC AR S     -  ADAMS 2                                  011 06 08.2
 AI3581:UTM  15      -  ADAMS 2                                  010 32 05.6
 AI3581
 AI3581|---------------------------------------------------------------------|
 AI3581| PID    Reference Object                     Distance      Geod. Az  |
 AI3581|                                                           dddmmss.s |
 AI3581| EJ0132 ADAMS 2                             APPROX. 0.6 KM 0105830.1 |
 AI3581|---------------------------------------------------------------------|
 AI3581
 AI3581                          SUPERSEDED SURVEY CONTROL
 AI3581
 AI3581  ELLIP H (02/22/00)   48.60   (m)                       GP(       ) 4 2
 AI3581
 AI3581.Superseded values are not recommended for survey control.
 AI3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3581.See file dsdata.txt to determine how the superseded data were derived.
 AI3581
 AI3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7074242723(NAD 83)
 AI3581_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI3581_SP_SET: MASSIVE RUNOFF CONTROL BARRIER
 AI3581_STAMPING: LIT A 1999
 AI3581_MARK LOGO: NGS   
 AI3581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3581+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 AI3581
 AI3581  HISTORY     - Date     Condition        Report By
 AI3581  HISTORY     - 1999     MONUMENTED       NGS
 AI3581  HISTORY     - 20001120 GOOD             NGS
 AI3581  HISTORY     - 20040505 GOOD             NGS
 AI3581
 AI3581                          STATION DESCRIPTION
 AI3581
 AI3581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 AI3581'NOTE--- THIS STATION IS THE SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI3581'THE STATION IS LOCATED AT THE LITTLE ROCK NATIONAL AIRPORT, IN THE
 AI3581'GRASS AREA SOUTHWEST OF THE WEST CORNER OF THE SOUTHERNMOST RAYTHEON
 AI3581'HANGER.  SET INTO A DRILL HOLE AT THE SOUTHWESTERN END OF A MASSIVE,
 AI3581'130 FT (39.6 M) X 100 FT (30.5 M) X 20 FT, (6.1 M) CONCRETE RUNOFF
 AI3581'CONTROL BARRIER, STRADDLING THE PRIMARY AIRPORT RUNOFF DITCH.
 AI3581'OWNERSHIP--THE CITY OF LITTLE ROCK, 1 AIRPORT DRIVE, LITTLE ROCK
 AI3581'ARKANSAS, 72202.  PHONE 501-372-3439.  AIRPORT MANAGER-OPERATIONS--MR.
 AI3581'CHRISTOPHER H.  WHITE, LITTLE ROCK NATIONAL AIRPORT, ADAMS FIELD, ONE
 AI3581'AIRPORT DRIVE, LITTLE ROCK ARKANSAS, 72202-4489.  PHONE--501-372-3439.
 AI3581'FAX--501-372-0612.  GENERAL SUPERINTENDENT OF MAINTENANCE--MR.
 AI3581'K.M.STOKES.  PHONE--501-374-9649 OR 501-374-5441.  YOU MUST HAVE A
 AI3581'VISITORS PASS AND AN ESCORT TO ACCESS THE AIRPORT.  GIVE AT LEAST 1
 AI3581'WEEK ADVANCED NOTICE BEFORE ARRIVAL.  TO REACH THE STATION FROM THE
 AI3581'JUNCTION OF INTERSTATE HIGHWAY 440 (EXIT 3) AND COUNTY ROAD 21
 AI3581'(BANKHEAD ROAD) IN SOUTHEAST LITTLE ROCK.  DRIVE NORTH AND NORTHEAST
 AI3581'FOR 0.9 MI.  (1.4 KM) TO THE AIRPORT TERMINAL BUILDING.  THE AIRPORT
 AI3581'OPERATIONS MANAGERS OFFICE IS LOCATED ON THE SOUTHEASTERN END OF THE
 AI3581'TERMINAL BUILDING, SECOND FLOOR.
 AI3581
 AI3581                          STATION RECOVERY (2000)
 AI3581
 AI3581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI3581'RECOVERED AS DESCRIBED
 AI3581'
 AI3581
 AI3581                          STATION RECOVERY (2004)
 AI3581
 AI3581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AI3581'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0130 ***********************************************************************
 EJ0130  SACS        -  This is a Secondary Airport Control Station.
 EJ0130  DESIGNATION -  LIT ARP 2
 EJ0130  PID         -  EJ0130
 EJ0130  STATE/COUNTY-  AR/PULASKI
 EJ0130  USGS QUAD   -  SWEET HOME (1986)
 EJ0130
 EJ0130                         *CURRENT SURVEY CONTROL
 EJ0130  ___________________________________________________________________
 EJ0130* NAD 83(1997)-  34 43 48.76620(N)    092 13 59.93641(W)     ADJUSTED  
 EJ0130* NAVD 88     -        77.509  (meters)     254.29   (feet)  ADJUSTED  
 EJ0130  ___________________________________________________________________
 EJ0130  X           -    -204,492.033 (meters)                     COMP
 EJ0130  Y           -  -5,243,591.940 (meters)                     COMP
 EJ0130  Z           -   3,613,338.637 (meters)                     COMP
 EJ0130  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EJ0130  ELLIP HEIGHT-          50.92  (meters)          (12/13/01) GPS OBS
 EJ0130  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0130  DYNAMIC HT  -          77.437 (meters)     254.06  (feet)  COMP
 EJ0130  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 EJ0130
 EJ0130  HORZ ORDER  -  FIRST
 EJ0130  VERT ORDER  -  SECOND    CLASS 0
 EJ0130  ELLP ORDER  -  FOURTH    CLASS II
 EJ0130
 EJ0130.This mark is at Adams Field Airport (LIT)
 EJ0130
 EJ0130.The horizontal coordinates were established by GPS observations
 EJ0130.and adjusted by the National Geodetic Survey in February 2000..
 EJ0130
 EJ0130.The orthometric height was determined by differential leveling
 EJ0130.and adjusted by the National Geodetic Survey in June 1991..
 EJ0130
 EJ0130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ0130
 EJ0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0130
 EJ0130.The ellipsoidal height was determined by GPS observations
 EJ0130.and is referenced to NAD 83.
 EJ0130
 EJ0130.The geoid height was determined by GEOID03.
 EJ0130
 EJ0130.The dynamic height is computed by dividing the NAVD 88
 EJ0130.geopotential number by the normal gravity value computed on the
 EJ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0130.degrees latitude (g = 980.6199 gals.).
 EJ0130
 EJ0130.The modeled gravity was interpolated from observed gravity values.
 EJ0130
 EJ0130;                    North         East     Units Scale Factor Converg.
 EJ0130;SPC AR S     -   628,904.212   378,631.557   MT  0.99999207   -0 07 50.1
 EJ0130;SPC AR S     - 2,063,329.90  1,242,227.03   sFT  0.99999207   -0 07 50.1
 EJ0130;UTM  15      - 3,843,392.915   570,190.804   MT  0.99966072   +0 26 12.5
 EJ0130
 EJ0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0130!SPC AR S     -   0.99999201  x   0.99999207  =   0.99998408
 EJ0130!UTM  15      -   0.99999201  x   0.99966072  =   0.99965273
 EJ0130
 EJ0130                          SUPERSEDED SURVEY CONTROL
 EJ0130
 EJ0130  ELLIP H (02/22/00)   50.91   (m)                       GP(       ) 4 2
 EJ0130  NGVD 29 (??/??/92)   77.561  (m)          254.46   (f) ADJ UNCH    2 0
 EJ0130
 EJ0130.Superseded values are not recommended for survey control.
 EJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0130.See file dsdata.txt to determine how the superseded data were derived.
 EJ0130
 EJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7019143393(NAD 83)
 EJ0130_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0130_STAMPING: ARP 2 1963
 EJ0130_MARK LOGO: NONE  
 EJ0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0130+STABILITY: SURFACE MOTION
 EJ0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0130+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 EJ0130
 EJ0130  HISTORY     - Date     Condition        Report By
 EJ0130  HISTORY     - 1963     MONUMENTED       CGS
 EJ0130  HISTORY     - 1971     GOOD             NGS
 EJ0130  HISTORY     - 1981     GOOD             CGS
 EJ0130  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0130  HISTORY     - 19911127 GOOD             NGS
 EJ0130  HISTORY     - 19990531 GOOD             NGS
 EJ0130  HISTORY     - 20001120 GOOD             NGS
 EJ0130  HISTORY     - 20040505 GOOD             NGS
 EJ0130
 EJ0130                          STATION DESCRIPTION
 EJ0130
 EJ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EJ0130'IN LITTLE ROCK.
 EJ0130'AT ADAMS FIELD AIRPORT, LOCATED AT THE CENTER OF THE LANDING AREA IN
 EJ0130'SOD BETWEEN TWO EAST-WEST TAXIWAYS, 604.40 FEET SOUTHWEST OF ARP 1956,
 EJ0130'228.2 FEET SOUTH OF THE SOUTH EDGE OF THE NORTHERNMOST OF TWO
 EJ0130'EAST-WEST TAXIWAYS, 132.4 FEET SOUTH OF THE SOUTH CORNER A CONCRETE
 EJ0130'SEWER, 241 FEET SOUTHWEST OF THE THIRD TAXIWAY LIGHT AND 238.1 FEET
 EJ0130'SOUTHEAST OF THE 4TH TAXIWAY LIGHT.  IT IS A STANDARD TOPOGRAPHIC DISK
 EJ0130'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EJ0130
 EJ0130                          STATION RECOVERY (1981)
 EJ0130
 EJ0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 EJ0130'RECOVERED IN GOOD CONDITION.
 EJ0130
 EJ0130                          STATION RECOVERY (1984)
 EJ0130
 EJ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0130'MARK NOT FOUND.
 EJ0130
 EJ0130                          STATION RECOVERY (1991)
 EJ0130
 EJ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EJ0130'THE STATION IS LOCATED IN THE GRASS AREA NW OF THE INTERSECTION OF
 EJ0130'RUNWAYS 4L/22R AND TAXIWAY P, 241.0 FT (73.5 M) SW OF THE THIRD
 EJ0130'TAXIWAY LIGHT ALONG THE SOUTH EDGE OF TAXIWAY B THAT IS WEST OF
 EJ0130'TAXIWAY P, 238.2 FT (72.6 M) SOUTHEAST OF THE FOURTH TAXIWAY LIGHT,
 EJ0130'228.2 FT (69.6 M) SOUTH OF THE SOUTH EDGE OF TAXIWAY B, 132.4 FT (40.4
 EJ0130'M) SOUTH OF THE SOUTH CORNER OF A CONCRETE DRAIN INLET, AND ON RANGE
 EJ0130'WITH THE CNTERLINE OF TAXIWAY C.  THE MARK IS A STANDARD CGS
 EJ0130'TOPOGRAPHIC DISK, STAMPED ARP 2 1963, SET IN THE TOP OF A CONCRETE
 EJ0130'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 EJ0130
 EJ0130                          STATION RECOVERY (1999)
 EJ0130
 EJ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 EJ0130'NOTE--- THIS STATION IS THE SECONDARY AIRPORT CONTROL STATION (SACS) .
 EJ0130'THE STATION IS LOCATED AT THE LITTLE ROCK NATIONAL AIRPORT, IN THE
 EJ0130'GRASS AREA BETWEEN TAXIWAY B AND D,INLINE WITH THE CENTERLINE OF
 EJ0130'TAXIWAY C.  OWNERSHIP--THE CITY OF LITTLE ROCK, 1 AIRPORT DRIVE,
 EJ0130'LITTLE ROCK ARKANSAS, 72202.  PHONE 501-372-3439.  AIRPORT
 EJ0130'MANAGER-OPERATIONS--MR.  CHRISTOPHER H.  WHITE, LITTLE ROCK NATIONAL
 EJ0130'AIRPORT, ADAMS FIELD, ONE AIRPORT DRIVE, LITTLE ROCK ARKANSAS,
 EJ0130'72202-4489.  PHONE--501-372-3439.  FAX--501-372-0612.  GENERAL
 EJ0130'SUPERINTENDENT OF MAINTENANCE--MR.  K.M.STOKES.  PHONE--501-374-9649
 EJ0130'OR 501-374-5441.  YOU MUST HAVE A VISITORS PASS AND AN ESCORT TO
 EJ0130'ACCESS THE AIRPORT.  GIVE AT LEAST 1 WEEK ADVANCED NOTICE BEFORE
 EJ0130'ARRIVAL.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 EJ0130'440 (EXIT 3) AND COUNTY ROAD 21 (BANKHEAD ROAD) IN SOUTHEAST LITTLE
 EJ0130'ROCK.  DRIVE NORTH AND NORTHEAST FOR 0.9 MI.  (1.4 KM) TO THE AIRPORT
 EJ0130'TERMINAL BUILDING.  THE AIRPORT OPERATIONS MANAGERS OFFICE IS LOCATED
 EJ0130'ON THE SOUTHEASTERN END OF THE TERMINAL BUILDING, SECOND FLOOR.
 EJ0130
 EJ0130                          STATION RECOVERY (2000)
 EJ0130
 EJ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 EJ0130'RECOVERED AS DESCRIBED
 EJ0130'
 EJ0130
 EJ0130                          STATION RECOVERY (2004)
 EJ0130
 EJ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 EJ0130'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0607 ***********************************************************************
 FF0607  DESIGNATION -  LITTLE
 FF0607  PID         -  FF0607
 FF0607  STATE/COUNTY-  AR/ST FRANCIS
 FF0607  USGS QUAD   -  FORREST CITY (1976)
 FF0607
 FF0607                         *CURRENT SURVEY CONTROL
 FF0607  ___________________________________________________________________
 FF0607* NAD 83(1997)-  35 00 10.04569(N)    090 46 06.40637(W)     ADJUSTED  
 FF0607* NAVD 88     -        92.126  (meters)     302.25   (feet)  ADJUSTED  
 FF0607  ___________________________________________________________________
 FF0607  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FF0607  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0607  DYNAMIC HT  -          92.042 (meters)     301.97  (feet)  COMP
 FF0607  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 FF0607
 FF0607  HORZ ORDER  -  FIRST
 FF0607  VERT ORDER  -  FIRST     CLASS II
 FF0607
 FF0607.The horizontal coordinates were established by classical geodetic methods
 FF0607.and adjusted by the National Geodetic Survey in September 1999..
 FF0607
 FF0607.The orthometric height was determined by differential leveling
 FF0607.and adjusted by the National Geodetic Survey in June 1991..
 FF0607
 FF0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0607
 FF0607.The geoid height was determined by GEOID03.
 FF0607
 FF0607.The dynamic height is computed by dividing the NAVD 88
 FF0607.geopotential number by the normal gravity value computed on the
 FF0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0607.degrees latitude (g = 980.6199 gals.).
 FF0607
 FF0607.The modeled gravity was interpolated from observed gravity values.
 FF0607
 FF0607;                    North         East     Units Scale Factor Converg.
 FF0607;SPC AR N     -    74,974.033   512,418.089   MT  0.99998707   +0 42 59.9
 FF0607;SPC AR N     -   245,977.31  1,681,158.35   sFT  0.99998707   +0 42 59.9
 FF0607;SPC AR S     -   659,796.138   512,426.643   MT  1.00006120   +0 41 21.4
 FF0607;SPC AR S     - 2,164,681.16  1,681,186.41   sFT  1.00006120   +0 41 21.4
 FF0607;UTM  15      - 3,875,628.019   703,643.814   MT  1.00011114   +1 16 49.8
 FF0607
 FF0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0607!SPC AR N     -   0.99998978  x   0.99998707  =   0.99997685
 FF0607!SPC AR S     -   0.99998978  x   1.00006120  =   1.00005098
 FF0607!UTM  15      -   0.99998978  x   1.00011114  =   1.00010092
 FF0607
 FF0607|---------------------------------------------------------------------|
 FF0607| PID    Reference Object                     Distance      Geod. Az  |
 FF0607|                                                           dddmmss.s |
 FF0607| FF0608 LITTLE RM 1                          41.445 METERS 09356     |
 FF0607| FF1702 FORREST                             APPROX. 1.1 KM 3253223.6 |
 FF0607|---------------------------------------------------------------------|
 FF0607
 FF0607                          SUPERSEDED SURVEY CONTROL
 FF0607
 FF0607  NAD 83(1997)-  35 00 10.04979(N)    090 46 06.40454(W) AD(       ) 1
 FF0607  NAD 83(1986)-  35 00 10.05485(N)    090 46 06.40522(W) AD(       ) 1
 FF0607  NAD 27      -  35 00 09.72510(N)    090 46 06.00660(W) AD(       ) 1
 FF0607  NGVD 29 (??/??/??)   92.109  (m)          302.19   (f) ADJUSTED    1 2
 FF0607
 FF0607.Superseded values are not recommended for survey control.
 FF0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0607.See file dsdata.txt to determine how the superseded data were derived.
 FF0607
 FF0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0364475628(NAD 83)
 FF0607_MARKER: DS = TRIANGULATION STATION DISK
 FF0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0607_STAMPING: LITTLE 1916 1920 BM
 FF0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0607+STABILITY: SURFACE MOTION
 FF0607
 FF0607  HISTORY     - Date     Condition        Report By
 FF0607  HISTORY     - 1916     MONUMENTED       CGS
 FF0607  HISTORY     - 1933     GOOD             CGS
 FF0607  HISTORY     - 1935     GOOD             CGS
 FF0607  HISTORY     - 1952     GOOD             CGS
 FF0607  HISTORY     - 1955     GOOD             CGS
 FF0607  HISTORY     - 1955     GOOD             CGS
 FF0607
 FF0607                          STATION DESCRIPTION
 FF0607
 FF0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF0607'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF0607'RAILWAY, AT CURVE ABOUT 3/4 MILE E OF FORREST CITY RAILWAY
 FF0607'STATION, 1.3 METERS (4 FEET) W OF TWENTY-FIFTH TELEGRAPH POLE
 FF0607'W OF MILEPOST 43, AND 8.76 METERS (28.7 FEET) S OF S RAIL
 FF0607'OF MAIN TRACK.
 FF0607'
 FF0607'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FF0607'IN CONCRETE.
 FF0607'
 FF0607'A STANDARD REFERENCE DISK SET IN CONCRETE, IS 9.00
 FF0607'METERS (29.5 FEET) N OF N RAIL OF MAIN TRACK, AND 41.445
 FF0607'METERS (135.97 FEET) FROM STATION, S 86 DEG 04 MIN E.
 FF0607'
 FF0607'STATION AND REFERENCE MARKS ARE STAMPED LITTLE 1916 B.M. 1920.
 FF0607'ELEVATION OF STATION IS 92.079 METERS (302.096 FEET), OF
 FF0607'REFERENCE MARK, 91.472 METERS (300.104 FEET).
 FF0607
 FF0607                          STATION RECOVERY (1933)
 FF0607
 FF0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 FF0607'IN 1933 REFERENCE
 FF0607'MARK WAS REPORTED DESTROYED.
 FF0607
 FF0607                          STATION RECOVERY (1935)
 FF0607
 FF0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0607'STATION RECOVERED IN GOOD CONDITION.
 FF0607'
 FF0607'REFERENCE MARK NO. 1 (1916), THOUGH REPORTED DESTROYED IN
 FF0607'1933, WAS RECOVERED IN GOOD CONDITION, ABOUT 6 FEET E OF BANK
 FF0607'OF CREEK JUST UNDER SURFACE OF SOLID GROUND, HOWEVER, MAY
 FF0607'BE DESTROYED BY THE BANK CAVING IN WHEN THE CREEK IS IN FLOOD.
 FF0607'IT IS 41.425 METERS (135.81 FEET) FROM STATION,
 FF0607'S 86 DEG 04 MIN 38 SEC E.
 FF0607'
 FF0607'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 FF0607'A 14- BY 14- BY 30- INCH CONCRETE PIER, ON BANK ON THE S SIDE
 FF0607'OF RAILROAD, 9.11 METERS (32.85 FEET) FROM S RAIL, 7.11 METERS
 FF0607'(23.35 FEET) SW OF 24TH TELEGRAPH POLE W OF MILEPOST 43,
 FF0607'48.68 METERS (159.68 FEET) FROM STATION,
 FF0607'S 57 DEG 33 MIN 03 SEC E.
 FF0607'
 FF0607'DISTANCE OF R.M.NO.2 TO R.M.NO.1 IS 23.31 METERS (76.48 FEET)
 FF0607'N 00 DEG 32 MIN E.
 FF0607'
 FF0607'DISTANCE OF R.M.NO.2 TO R.M.NO.3 IS 221.0 FEET,
 FF0607'N 56 DEG 02 MIN W.
 FF0607'
 FF0607'REFERENCE MARK NO. 3 (1935), IS A STANDARD BRONZE DISK SET
 FF0607'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, ON S BANK OF RAILROAD
 FF0607'FILL, 7.475 METERS (24.54 FEET) S OF S RAIL, 19.245 METERS
 FF0607'(63.15 FEET) W OF 25TH TELEGRAPH POLE W OF MILEPOST 43, 18.82
 FF0607'METERS (61.75 FEET) FROM STATION, N 52 DEG 01 MIN 28 SEC W.
 FF0607'
 FF0607'DISTANCE R.M.NO.3 TO R.M.NO.1 IS 57.97 METERS (190.19 FEET),
 FF0607'S 75 DEG 36 MIN 30 SEC E.
 FF0607
 FF0607                          STATION RECOVERY (1952)
 FF0607
 FF0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 FF0607'STATION MARK AND ALL THREE REFERENCE MARKS WERE RECOVERED AND
 FF0607'FOUND IN GOOD CONDITION.  AND ADEQUATELY DESCRIBED.  HOWEVER
 FF0607'REFERENCE MARK NO.1 (1916) IS ONLY ABOUT 3 FEET FROM EDGE OF
 FF0607'THE CREEK BANK.
 FF0607
 FF0607                          STATION RECOVERY (1955)
 FF0607
 FF0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CS)
 FF0607'THE STATION IS LOCATED ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0607'RAILROAD, ABOUT 1.1 MILES EAST OF THE STATION AT FORREST CITY,
 FF0607'ON THE OUTSIDE OF A SLIGHT CURVE IN TRACK, ACROSS TRACK FROM
 FF0607'POINT BETWEEN TELEPHONE POLES 1901 AND 1902, 29 FEET
 FF0607'SOUTH-SOUTHWEST OF NEAR RAIL OF TRACK, 3-1/2 FEET SOUTHWEST
 FF0607'OF THE 25TH TELEPHONE POLE WEST OF MILE POLE 43, ABOUT 1 FOOT
 FF0607'BELOW LEVEL OF TRACK, IN CONCRETE POST ABOUT 1 INCHES
 FF0607'UNDERGROUND AND STAMPED LITTLE 1916 1920 BM
 FF0607'
 FF0607'REFERENCE MARK NO. 1 IS 135.77 FEET EAST OF THE STATION, 28.8
 FF0607'FEET NORTH-NORTHEAST OF NEAR RAIL OF TRACK, 108 FEET WEST-SOUTHWEST
 FF0607'OF TELEPHONE POLE NO. 1900, 61-1/2 FEET NORTH OF 24TH TELEPHONE
 FF0607'POLE WEST OF MILE POLE 43, 2 FEET NORTH OF A WHITE WOODEN
 FF0607'WITNESS POST, ABOUT LEVEL WITH TRACK, IN CONCRETE POST ABOUT
 FF0607'1 INCH UNDERGROUND AND STAMPED LITTLE 1916 1920 RM 1 BM.
 FF0607'
 FF0607'REFERENCE MARK NO. 2 IS 159.67 FEET SOUTHEAST OF THE STATION,
 FF0607'33.3 FEET SOUTH-SOUTHWEST OF NEAR RAIL OF TRACK, 24 FEET
 FF0607'SOUTHEAST OF 24TH TELEPHONE POLE WEST OF MILE POLE 43, 1 FOOT
 FF0607'BELOW LEVEL OF TRACK, IN CONCRETE POST PROJECTING 2 INCHES
 FF0607'AND STAMPED LITTLE 1916 1920 RM 2.
 FF0607'
 FF0607'REFERENCE MARK NO. 3 IS 61.74 FEET (18.817 METERS) WEST-NORTHWEST
 FF0607'OF THE STATION, 24.8 FEET SOUTH-SOUTHWEST OF NEAR RAIL OF
 FF0607'TRACK, 63 FEET WEST-NORTHWEST OF 25TH TELEPHONE POLE WEST OF
 FF0607'MILE POST 43, ABOUT 1 FOOT BELOW LEVEL OF TRACK IN CONCRETE
 FF0607'POST PROJECTING 2 INCHES AND STAMPED LITTLE 1916 1920 RM 3.
 FF0607
 FF0607                          STATION RECOVERY (1955)
 FF0607
 FF0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF0607'1.1 MI E FROM FORREST CITY.
 FF0607'ABOUT 1.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0607'RAILROAD FROM THE STATION AT FORREST CITY, ABOUT 0.3 MILE
 FF0607'SOUTHEAST OF MILE POLE 44, 29 FEET SOUTH-SOUTHWEST OF NEAR RAIL
 FF0607'AND ON THE OUTSIDE OF A CURVE IN TRACK, 3 1/2 FEET SOUTHWEST OF
 FF0607'THE 25TH TELEPHONE POLE WEST OF MILE POST 43, 135.8 FEET WEST
 FF0607'AND ACROSS TRACK FROM RM NO. 1, 156.9 FEET NORTHWEST OF RM NO.
 FF0607'2, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES NO. 1901
 FF0607'AND 1902, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP
 FF0607'OF A CONCRETE POST ABOUT 1 INCHES UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1895 ***********************************************************************
 FF1895  DESIGNATION -  LITTLE
 FF1895  PID         -  FF1895
 FF1895  STATE/COUNTY-  AR/MISSISSIPPI
 FF1895  USGS QUAD   -  MANILA SOUTH (1983)
 FF1895
 FF1895                         *CURRENT SURVEY CONTROL
 FF1895  ___________________________________________________________________
 FF1895* NAD 83(1997)-  35 45 26.71595(N)    090 08 32.96174(W)     ADJUSTED  
 FF1895* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 FF1895  ___________________________________________________________________
 FF1895  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FF1895  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF1895
 FF1895  HORZ ORDER  -  SECOND
 FF1895
 FF1895.The horizontal coordinates were established by classical geodetic methods
 FF1895.and adjusted by the National Geodetic Survey in September 1999..
 FF1895
 FF1895.The orthometric height was scaled from a topographic map.
 FF1895
 FF1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1895
 FF1895.The geoid height was determined by GEOID03.
 FF1895
 FF1895;                    North         East     Units Scale Factor Converg.
 FF1895;SPC AR N     -   159,575.603   567,971.453   MT  0.99994049   +1 04 51.2
 FF1895;SPC AR N     -   523,540.96  1,863,419.68   sFT  0.99994049   +1 04 51.2
 FF1895;UTM  15      - 3,960,810.054   758,361.291   MT  1.00042262   +1 40 14.6
 FF1895
 FF1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1895!SPC AR N     -   0.99999353  x   0.99994049  =   0.99993402
 FF1895!UTM  15      -   0.99999353  x   1.00042262  =   1.00041615
 FF1895
 FF1895:                Primary Azimuth Mark                     Grid Az
 FF1895:SPC AR N     -  OSCEOLA PRODUCTS CO TANK                 107 08 49.0
 FF1895:UTM  15      -  OSCEOLA PRODUCTS CO TANK                 106 33 25.6
 FF1895
 FF1895|---------------------------------------------------------------------|
 FF1895| PID    Reference Object                     Distance      Geod. Az  |
 FF1895|                                                           dddmmss.s |
 FF1895| FE2669 OSCEOLA PRODUCTS CO TANK            APPROX.17.0 KM 1081340.2 |
 FF1895| FE2672 OSCEOLA MUNICIPAL TANK              APPROX.16.7 KM 1101258.3 |
 FF1895| FE2666 OSCEOLA COUNTY CTHSE DOME           APPROX.16.8 KM 1105640.8 |
 FF1895| FE2685 OSCEOLA FED COMP WHSE E TANK        APPROX.17.1 KM 1131429.9 |
 FF1895| FE2667 OSCEOLA FED COMP WHSE W TANK        APPROX.16.8 KM 1135901.5 |
 FF1895| FE2668 OSCEOLA COMPTON TANK                APPROX.17.5 KM 1165427.4 |
 FF1895| CI4513 LITTLE AZ MK                                       1671253.8 |
 FF1895| CI4514 LITTLE RM 1                          24.935 METERS 22659     |
 FF1895| CI4515 LITTLE RM 2                          26.127 METERS 28953     |
 FF1895|---------------------------------------------------------------------|
 FF1895
 FF1895                          SUPERSEDED SURVEY CONTROL
 FF1895
 FF1895  NAD 83(1997)-  35 45 26.71770(N)    090 08 32.96179(W) AD(       ) 2
 FF1895  NAD 83(1986)-  35 45 26.72753(N)    090 08 32.96123(W) AD(       ) 2
 FF1895  NAD 27      -  35 45 26.45340(N)    090 08 32.62390(W) AD(       ) 2
 FF1895
 FF1895.Superseded values are not recommended for survey control.
 FF1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1895.See file dsdata.txt to determine how the superseded data were derived.
 FF1895
 FF1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5836160810(NAD 83)
 FF1895_MARKER: DS = TRIANGULATION STATION DISK
 FF1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1895
 FF1895  HISTORY     - Date     Condition        Report By
 FF1895  HISTORY     - 1954     MONUMENTED       CGS
 FF1895  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF1895
 FF1895                          STATION DESCRIPTION
 FF1895
 FF1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1895'THE STATION IS ABOUT 10 MILES NORTHWEST OF OSCEOLA, 8.5 MILES
 FF1895'SOUTH OF MANILA, 6.5 MILES NORTH-NORTHWEST OF KEISER, ON
 FF1895'THE SOUTHWEST BANK OF THE LEFT HAND CHUTE OF THE LITTLE RIVER,
 FF1895'100 FEET WEST OF THE HOME OF MR. R.S. THOMAS, 35 FEET NORTH
 FF1895'OF THE NORTHEAST CORNER OF A TENANT HOUSE AND 30 FEET EAST OF
 FF1895'THE NORTHEAST CORNER OF A BARN.
 FF1895'
 FF1895'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LITTLE
 FF1895'1954.
 FF1895'
 FF1895'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 181
 FF1895'AND 40 ABOUT 1-1/2 MILES NORTH OF KEISER, GO WEST ON STATE HIGHWAY
 FF1895'40 FOR 4.5 MILES TO SMITHS STORE AND A SIDE ROAD ON THE
 FF1895'RIGHT, TURN RIGHT AND GO NORTH ON THE BLACK TOPPED ROAD FOR
 FF1895'4.0 MILES TO A SIDE ROAD AND A WHITE HOUSE ON THE RIGHT,
 FF1895'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A
 FF1895'DRIVEWAY, MR. THOMASS HOUSE AND THE STATION MARK ON THE LEFT,
 FF1895'TO REACH THE AZIMUTH MARK, GO EAST FOR 0.05 MILE TO A SIDE
 FF1895'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR
 FF1895'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FF1895'
 FF1895'R.M. 1 IS 16 FEET WEST OF THE NORTHWEST CORNER OF THE TENANT
 FF1895'HOUSE AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 5
 FF1895'INCHES AND THE DISK IS STAMPED LITTLE NO 1 1954.
 FF1895'
 FF1895'R.M. 2 IS 17 FEET NORTH OF THE NORTHWEST CORNER OF THE BARN
 FF1895'AND 5 FEET SOUTH OF THE BANK OF THE RIVER.  THE MARK PROJECTS
 FF1895'4 INCHES AND THE DISK IS STAMPED LITTLE NO 2 1954.
 FF1895'
 FF1895'THE AZIMUTH MARK IS 45 FEET WEST OF A LONE OAK TREE, 7 FEET
 FF1895'EAST OF A DIRT ROAD AND 2 FEET NORTHEAST OF A 4 IN X 4 IN
 FF1895'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1895'LITTLE 1954.
 FF1895'
 FF1895'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF1895
 FF1895                          STATION RECOVERY (1979)
 FF1895
 FF1895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RPS)
 FF1895'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0608 ***********************************************************************
 FF0608  DESIGNATION -  LITTLE RM 1
 FF0608  PID         -  FF0608
 FF0608  STATE/COUNTY-  AR/ST FRANCIS
 FF0608  USGS QUAD   -  FORREST CITY (1976)
 FF0608
 FF0608                         *CURRENT SURVEY CONTROL
 FF0608  ___________________________________________________________________
 FF0608* NAD 83(1986)-  35 00 09.     (N)    090 46 06.     (W)     SCALED    
 FF0608* NAVD 88     -        91.535  (meters)     300.31   (feet)  ADJUSTED  
 FF0608  ___________________________________________________________________
 FF0608  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0608  DYNAMIC HT  -          91.452 (meters)     300.04  (feet)  COMP
 FF0608  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 FF0608
 FF0608  VERT ORDER  -  FIRST     CLASS II
 FF0608
 FF0608.The horizontal coordinates were scaled from a topographic map and have
 FF0608.an estimated accuracy of +/- 6 seconds.
 FF0608
 FF0608.The orthometric height was determined by differential leveling
 FF0608.and adjusted by the National Geodetic Survey in June 1991..
 FF0608
 FF0608.The geoid height was determined by GEOID03.
 FF0608
 FF0608.The dynamic height is computed by dividing the NAVD 88
 FF0608.geopotential number by the normal gravity value computed on the
 FF0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0608.degrees latitude (g = 980.6199 gals.).
 FF0608
 FF0608.The modeled gravity was interpolated from observed gravity values.
 FF0608
 FF0608;                    North         East    Units  Estimated Accuracy
 FF0608;SPC AR N     -    74,940.      512,430.      MT  (+/- 180 meters Scaled)
 FF0608
 FF0608                          SUPERSEDED SURVEY CONTROL
 FF0608
 FF0608  NGVD 29 (??/??/??)   91.518  (m)          300.26   (f) ADJUSTED    1 2
 FF0608
 FF0608.Superseded values are not recommended for survey control.
 FF0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0608.See file dsdata.txt to determine how the superseded data were derived.
 FF0608
 FF0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU036755(NAD 83)
 FF0608_MARKER: DR = REFERENCE MARK DISK
 FF0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0608_STAMPING: LITTLE RM 1 1916 1920 BM
 FF0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0608+STABILITY: SURFACE MOTION
 FF0608
 FF0608  HISTORY     - Date     Condition        Report By
 FF0608  HISTORY     - 1916     MONUMENTED       CGS
 FF0608  HISTORY     - 1955     GOOD             CGS
 FF0608
 FF0608                          STATION DESCRIPTION
 FF0608
 FF0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0608'1.1 MI E FROM FORREST CITY.
 FF0608'ABOUT 1.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0608'RAILROAD FROM THE STATION AT FORREST CITY, ABOUT 0.3 MILE
 FF0608'SOUTHEAST OF MILE POLE 44, 28.8 FEET NORTH-NORTHEAST OF NEAR
 FF0608'RAIL AND ON THE INSIDE OF A CURVE IN TRACK, 61 1/2 FEET NORTH
 FF0608'AND ACROSS TRACK FROM THE 24TH TELEPHONE POLE WEST OF MILE POLE
 FF0608'43, 135.8 FEET EAST AND ACROSS TRACK FROM THE STATION MARK, 76
 FF0608'FEET NORTH-NORTHWEST AND ACROSS TRACK FROM RM NO. 2, 2 1/2 FEET
 FF0608'SOUTH OF THE TOP OF A HIGH BANK, 108 FEET WEST-SOUTHWEST OF
 FF0608'TELEPHONE POLE NO. 1900, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FF0608'POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONRETE
 FF0608'POST ABOUT 1 INCH UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0609 ***********************************************************************
 FF0609  DESIGNATION -  LITTLE RM 2
 FF0609  PID         -  FF0609
 FF0609  STATE/COUNTY-  AR/ST FRANCIS
 FF0609  USGS QUAD   -  FORREST CITY (1976)
 FF0609
 FF0609                         *CURRENT SURVEY CONTROL
 FF0609  ___________________________________________________________________
 FF0609* NAD 83(1986)-  35 00 09.     (N)    090 46 06.     (W)     SCALED    
 FF0609* NAVD 88     -        91.684  (meters)     300.80   (feet)  ADJUSTED  
 FF0609  ___________________________________________________________________
 FF0609  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0609  DYNAMIC HT  -          91.600 (meters)     300.52  (feet)  COMP
 FF0609  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 FF0609
 FF0609  VERT ORDER  -  FIRST     CLASS II
 FF0609
 FF0609.The horizontal coordinates were scaled from a topographic map and have
 FF0609.an estimated accuracy of +/- 6 seconds.
 FF0609
 FF0609.The orthometric height was determined by differential leveling
 FF0609.and adjusted by the National Geodetic Survey in June 1991..
 FF0609
 FF0609.The geoid height was determined by GEOID03.
 FF0609
 FF0609.The dynamic height is computed by dividing the NAVD 88
 FF0609.geopotential number by the normal gravity value computed on the
 FF0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0609.degrees latitude (g = 980.6199 gals.).
 FF0609
 FF0609.The modeled gravity was interpolated from observed gravity values.
 FF0609
 FF0609;                    North         East    Units  Estimated Accuracy
 FF0609;SPC AR N     -    74,940.      512,430.      MT  (+/- 180 meters Scaled)
 FF0609
 FF0609                          SUPERSEDED SURVEY CONTROL
 FF0609
 FF0609  NGVD 29 (??/??/??)   91.666  (m)          300.74   (f) ADJUSTED    1 2
 FF0609
 FF0609.Superseded values are not recommended for survey control.
 FF0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0609.See file dsdata.txt to determine how the superseded data were derived.
 FF0609
 FF0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU036755(NAD 83)
 FF0609_MARKER: DR = REFERENCE MARK DISK
 FF0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0609_STAMPING: LITTLE RM 2 1916 1920
 FF0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0609+STABILITY: SURFACE MOTION
 FF0609
 FF0609  HISTORY     - Date     Condition        Report By
 FF0609  HISTORY     - 1935     MONUMENTED       CGS
 FF0609  HISTORY     - 1955     GOOD             CGS
 FF0609
 FF0609                          STATION DESCRIPTION
 FF0609
 FF0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0609'1.1 MI E FROM FORREST CITY.
 FF0609'ABOUT 1.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0609'RAILROAD FROM THE STATION AT FORREST CITY, ABOUT 0.3 MILE
 FF0609'SOUTHEAST OF MILE POLE 44, 33.3 FEET SOUTH-SOUTHWEST OF NEAR
 FF0609'RAIL AND ON THE OUTSIDE OF A CURVE IN TRACK, ACROSS TRACK FROM
 FF0609'A POINT BETWEEN TELEPHONE POLES NO. 1900 AND 1901, 24 FEET
 FF0609'SOUTHEAST OF THE 24TH TELEPHONE POLE WEST OF MILE POLE 43, 159.6
 FF0609'FEET SOUTHEAST OF THE STATION MARK, ABOUT 1 FOOT BELOW LEVEL OF
 FF0609'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0606 ***********************************************************************
 FF0606  DESIGNATION -  LITTLE RM 3
 FF0606  PID         -  FF0606
 FF0606  STATE/COUNTY-  AR/ST FRANCIS
 FF0606  USGS QUAD   -  FORREST CITY (1976)
 FF0606
 FF0606                         *CURRENT SURVEY CONTROL
 FF0606  ___________________________________________________________________
 FF0606* NAD 83(1986)-  35 00 09.     (N)    090 46 06.     (W)     SCALED    
 FF0606* NAVD 88     -        92.159  (meters)     302.36   (feet)  ADJUSTED  
 FF0606  ___________________________________________________________________
 FF0606  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0606  DYNAMIC HT  -          92.075 (meters)     302.08  (feet)  COMP
 FF0606  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 FF0606
 FF0606  VERT ORDER  -  FIRST     CLASS II
 FF0606
 FF0606.The horizontal coordinates were scaled from a topographic map and have
 FF0606.an estimated accuracy of +/- 6 seconds.
 FF0606
 FF0606.The orthometric height was determined by differential leveling
 FF0606.and adjusted by the National Geodetic Survey in June 1991..
 FF0606
 FF0606.The geoid height was determined by GEOID03.
 FF0606
 FF0606.The dynamic height is computed by dividing the NAVD 88
 FF0606.geopotential number by the normal gravity value computed on the
 FF0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0606.degrees latitude (g = 980.6199 gals.).
 FF0606
 FF0606.The modeled gravity was interpolated from observed gravity values.
 FF0606
 FF0606;                    North         East    Units  Estimated Accuracy
 FF0606;SPC AR N     -    74,940.      512,430.      MT  (+/- 180 meters Scaled)
 FF0606
 FF0606                          SUPERSEDED SURVEY CONTROL
 FF0606
 FF0606  NGVD 29 (??/??/??)   92.142  (m)          302.30   (f) ADJUSTED    1 2
 FF0606
 FF0606.Superseded values are not recommended for survey control.
 FF0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0606.See file dsdata.txt to determine how the superseded data were derived.
 FF0606
 FF0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU036755(NAD 83)
 FF0606_MARKER: DR = REFERENCE MARK DISK
 FF0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0606_STAMPING: LITTLE RM 3 1916 1920
 FF0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0606+STABILITY: SURFACE MOTION
 FF0606
 FF0606  HISTORY     - Date     Condition        Report By
 FF0606  HISTORY     - 1935     MONUMENTED       CGS
 FF0606  HISTORY     - 1955     GOOD             CGS
 FF0606
 FF0606                          STATION DESCRIPTION
 FF0606
 FF0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0606'1.1 MI E FROM FORREST CITY.
 FF0606'ABOUT 1.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0606'RAILROAD FROM THE STATION AT FORREST CITY, ABOUT 0.3 MILE
 FF0606'SOUTHEAST OF MILE POLE 44, 24.8 FEET SOUTH-SOUTHWEST OF NEAR RAIL
 FF0606'OF TRACK AND ON THE OUTSIDE OF A CURVE IN TRACK, 63 FEET
 FF0606'WEST-NORTHWEST OF THE 25TH TELEPHONE POLE WEST OF MILE POLE 43,
 FF0606'66 FEET EAST-SOUTHEAST OF THE 26TH TELEPHONE POLE WEST OF MILE
 FF0606'POLE 43, 61.8 FEET WEST-NORTHWEST OF STATION MARK, ABOUT 1 FOOT
 FF0606'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0606'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0285 ***********************************************************************
 GE0285  DESIGNATION -  LITTLE ROCK
 GE0285  PID         -  GE0285
 GE0285  STATE/COUNTY-  AR/RANDOLPH
 GE0285  USGS QUAD   -  POCAHONTAS (1981)
 GE0285
 GE0285                         *CURRENT SURVEY CONTROL
 GE0285  ___________________________________________________________________
 GE0285* NAD 83(1986)-  36 15 37.     (N)    090 58 17.     (W)     SCALED    
 GE0285* NAVD 88     -        94.570  (meters)     310.27   (feet)  ADJUSTED  
 GE0285  ___________________________________________________________________
 GE0285  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE0285  DYNAMIC HT  -          94.493 (meters)     310.02  (feet)  COMP
 GE0285  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 GE0285
 GE0285  VERT ORDER  -  FIRST     CLASS II
 GE0285
 GE0285.The horizontal coordinates were scaled from a topographic map and have
 GE0285.an estimated accuracy of +/- 6 seconds.
 GE0285
 GE0285.The orthometric height was determined by differential leveling
 GE0285.and adjusted by the National Geodetic Survey in June 1991..
 GE0285
 GE0285.The geoid height was determined by GEOID03.
 GE0285
 GE0285.The dynamic height is computed by dividing the NAVD 88
 GE0285.geopotential number by the normal gravity value computed on the
 GE0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0285.degrees latitude (g = 980.6199 gals.).
 GE0285
 GE0285.The modeled gravity was interpolated from observed gravity values.
 GE0285
 GE0285;                    North         East    Units  Estimated Accuracy
 GE0285;SPC AR N     -   214,270.      492,440.      MT  (+/- 180 meters Scaled)
 GE0285
 GE0285                          SUPERSEDED SURVEY CONTROL
 GE0285
 GE0285  NGVD 29 (??/??/92)   94.504  (m)          310.05   (f) ADJ UNCH    1 2
 GE0285
 GE0285.Superseded values are not recommended for survey control.
 GE0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0285.See file dsdata.txt to determine how the superseded data were derived.
 GE0285
 GE0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA822147(NAD 83)
 GE0285_MARKER: P = PIPE CAP
 GE0285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0285_STAMPING: LITTLE ROCK
 GE0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0285
 GE0285  HISTORY     - Date     Condition        Report By
 GE0285  HISTORY     - UNK      MONUMENTED       DOD
 GE0285  HISTORY     - 1934     GOOD             NGS
 GE0285  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0285
 GE0285                          STATION DESCRIPTION
 GE0285
 GE0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0285'AT POCAHONTAS.
 GE0285'AT POCAHONTAS, RANDOLPH COUNTY, AT THE COURTHOUSE, AND IN THE
 GE0285'SOUTHEAST CORNER OF THE COURTHOUSE LAWN.  A STANDARD CAP, STAMPED
 GE0285'LITTLE ROCK AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 GE0285
 GE0285                          STATION RECOVERY (2002)
 GE0285
 GE0285'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1580 ***********************************************************************
 FF1580  DESIGNATION -  LITTLE ROCK
 FF1580  PID         -  FF1580
 FF1580  STATE/COUNTY-  AR/IZARD
 FF1580  USGS QUAD   -  MOUNT PLEASANT (1989)
 FF1580
 FF1580                         *CURRENT SURVEY CONTROL
 FF1580  ___________________________________________________________________
 FF1580* NAD 83(1986)-  35 52 58.     (N)    091 51 43.     (W)     SCALED    
 FF1580* NAVD 88     -        91.741  (meters)     300.99   (feet)  ADJUSTED  
 FF1580  ___________________________________________________________________
 FF1580  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF1580  DYNAMIC HT  -          91.662 (meters)     300.73  (feet)  COMP
 FF1580  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 FF1580
 FF1580  VERT ORDER  -  SECOND    CLASS 0
 FF1580
 FF1580.The horizontal coordinates were scaled from a topographic map and have
 FF1580.an estimated accuracy of +/- 6 seconds.
 FF1580
 FF1580.The orthometric height was determined by differential leveling
 FF1580.and adjusted by the National Geodetic Survey in June 1991..
 FF1580
 FF1580.The geoid height was determined by GEOID03.
 FF1580
 FF1580.The dynamic height is computed by dividing the NAVD 88
 FF1580.geopotential number by the normal gravity value computed on the
 FF1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1580.degrees latitude (g = 980.6199 gals.).
 FF1580
 FF1580.The modeled gravity was interpolated from observed gravity values.
 FF1580
 FF1580;                    North         East    Units  Estimated Accuracy
 FF1580;SPC AR N     -   171,910.      412,470.      MT  (+/- 180 meters Scaled)
 FF1580
 FF1580                          SUPERSEDED SURVEY CONTROL
 FF1580
 FF1580  NGVD 29 (??/??/??)   91.653  (m)          300.70   (f) ADJUSTED    2 0
 FF1580
 FF1580.Superseded values are not recommended for survey control.
 FF1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1580.See file dsdata.txt to determine how the superseded data were derived.
 FF1580
 FF1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV027715(NAD 83)
 FF1580_MARKER: P = PIPE CAP
 FF1580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1580_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1580_STAMPING: LITTLE ROCK
 FF1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1580+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 FF1580
 FF1580  HISTORY     - Date     Condition        Report By
 FF1580  HISTORY     - UNK      MONUMENTED       DOD
 FF1580  HISTORY     - 1934     GOOD             CGS
 FF1580  HISTORY     - 20060418 GOOD             ARHD
 FF1580
 FF1580                          STATION DESCRIPTION
 FF1580
 FF1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1580'5.4 MI SE FROM GUION.
 FF1580'5.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1580'SILICA PRODUCTS CO. PLANT AT GUION, IZARD COUNTY, AT THE SPUR AT
 FF1580'CROCKER, MIDWAY BETWEEN THE STATION SIGNBOARD AND THE SWITCH STAND
 FF1580'AT THE WEST END OF THE SWITCH, 162 FEET SOUTH OF THE CENTER LINE
 FF1580'OF THE TRACK, ON THE RIGHT BANK OF WHITE RIVER, 67 FEET SOUTH
 FF1580'OF A FENCE CORNER, 6.7 FEET WEST OF THE FENCE, AND ABOUT 4 FEET
 FF1580'LOWER THAN THE TOP OF THE RAIL.  A CORPS OF ENGINEERS, U.S. ARMY,
 FF1580'STANDARD CAP, STAMPED LITTLE ROCK AND RIVETED ON THE TOP OF AN
 FF1580'IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND.
 FF1580
 FF1580                          STATION RECOVERY (2006)
 FF1580
 FF1580'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FF1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1718 ***********************************************************************
 EJ1718  DESIGNATION -  LITTLE ROCK A STATION
 EJ1718  PID         -  EJ1718
 EJ1718  STATE/COUNTY-  AR/PULASKI
 EJ1718  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1718
 EJ1718                         *CURRENT SURVEY CONTROL
 EJ1718  ___________________________________________________________________
 EJ1718* NAD 83(1997)-  34 44 47.28143(N)    092 17 17.15590(W)     ADJUSTED  
 EJ1718* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 EJ1718  ___________________________________________________________________
 EJ1718  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EJ1718  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ1718
 EJ1718  HORZ ORDER  -  THIRD
 EJ1718
 EJ1718.The horizontal coordinates were established by classical geodetic methods
 EJ1718.and adjusted by the National Geodetic Survey in September 1999..
 EJ1718
 EJ1718.The orthometric height was scaled from a topographic map.
 EJ1718
 EJ1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1718
 EJ1718.The geoid height was determined by GEOID03.
 EJ1718
 EJ1718;                    North         East     Units Scale Factor Converg.
 EJ1718;SPC AR S     -   630,720.147   373,619.271   MT  0.99999556   -0 09 40.5
 EJ1718;SPC AR S     - 2,069,287.68  1,225,782.56   sFT  0.99999556   -0 09 40.5
 EJ1718;UTM  15      - 3,845,158.547   565,162.484   MT  0.99965233   +0 24 20.7
 EJ1718
 EJ1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1718!SPC AR S     -   0.99998818  x   0.99999556  =   0.99998374
 EJ1718!UTM  15      -   0.99998818  x   0.99965233  =   0.99964051
 EJ1718
 EJ1718|---------------------------------------------------------------------|
 EJ1718| PID    Reference Object                     Distance      Geod. Az  |
 EJ1718|                                                           dddmmss.s |
 EJ1718| EJ1712 LITTLE ROCK B STATION                92.035 METERS 00322     |
 EJ1718| EJ1704 LITTLE ROCK CATHOLIC CATHEDRAL      APPROX. 1.5 KM 1071600.0 |
 EJ1718| EJ1605 LITTLE ROCK RM                      222.019 METERS 19843     |
 EJ1718| EJ1713 LITTLE ROCK CAPITOL DOME             93.091 METERS 27900     |
 EJ1718|---------------------------------------------------------------------|
 EJ1718
 EJ1718                          SUPERSEDED SURVEY CONTROL
 EJ1718
 EJ1718  NAD 83(1986)-  34 44 47.29246(N)    092 17 17.14448(W) AD(       ) 3
 EJ1718  NAD 27      -  34 44 46.96200(N)    092 17 16.59900(W) AD(       ) 3
 EJ1718
 EJ1718.Superseded values are not recommended for survey control.
 EJ1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1718.See file dsdata.txt to determine how the superseded data were derived.
 EJ1718
 EJ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6516245159(NAD 83)
 EJ1718_MARKER: Z = SEE DESCRIPTION
 EJ1718_SETTING: 0 = UNSPECIFIED SETTING
 EJ1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1718
 EJ1718  HISTORY     - Date     Condition        Report By
 EJ1718  HISTORY     - 1932     MONUMENTED       CGS
 EJ1718
 EJ1718                          STATION DESCRIPTION
 EJ1718
 EJ1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GRF)
 EJ1718'SEE DESCRIPTION OF STATION LITTLE ROCK ZERO MILESTONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1697 ***********************************************************************
 EJ1697  DESIGNATION -  LITTLE ROCK ADAM FLD ASR 4 RAD
 EJ1697  PID         -  EJ1697
 EJ1697  STATE/COUNTY-  AR/PULASKI
 EJ1697  USGS QUAD   -  SWEET HOME (1986)
 EJ1697
 EJ1697                         *CURRENT SURVEY CONTROL
 EJ1697  ___________________________________________________________________
 EJ1697* NAD 83(1997)-  34 43 36.93358(N)    092 13 27.83733(W)     ADJUSTED  
 EJ1697* NAVD 88     -                                                        
 EJ1697  ___________________________________________________________________
 EJ1697  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 EJ1697  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ1697
 EJ1697  HORZ ORDER  -  THIRD
 EJ1697
 EJ1697.This mark is at Adams Field Airport (LIT)
 EJ1697
 EJ1697.The horizontal coordinates were established by classical geodetic methods
 EJ1697.and adjusted by the National Geodetic Survey in September 1999..
 EJ1697
 EJ1697
 EJ1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1697
 EJ1697.The geoid height was determined by GEOID03.
 EJ1697
 EJ1697;                    North         East     Units Scale Factor Converg.
 EJ1697;SPC AR S     -   628,537.762   379,447.374   MT  0.99999138   -0 07 32.1
 EJ1697;SPC AR S     - 2,062,127.64  1,244,903.59   sFT  0.99999138   -0 07 32.1
 EJ1697;UTM  15      - 3,843,034.682   571,009.940   MT  0.99966215   +0 26 30.7
 EJ1697
 EJ1697                          SUPERSEDED SURVEY CONTROL
 EJ1697
 EJ1697  NAD 83(1986)-  34 43 36.94559(N)    092 13 27.81938(W) AD(       ) 4
 EJ1697  NAD 27      -  34 43 36.61281(N)    092 13 27.28091(W) AD(       ) 3
 EJ1697
 EJ1697.Superseded values are not recommended for survey control.
 EJ1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1697.See file dsdata.txt to determine how the superseded data were derived.
 EJ1697
 EJ1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7101043035(NAD 83)
 EJ1697
 EJ1697  HISTORY     - Date     Condition        Report By
 EJ1697  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1697  HISTORY     - 1974     GOOD             NGS
 EJ1697  HISTORY     - 1981     GOOD             NGS
 EJ1697
 EJ1697                          STATION DESCRIPTION
 EJ1697
 EJ1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1697'THE STATION IS THE CENTER OF THE REVOLVING RADAR FAN AT THE
 EJ1697'TOP OF A 4 LEG STEEL STRUCTURE PAINTED RED AND WHITE.  THE
 EJ1697'BAR AT THE TOP OF THE FAN IS ABOUT 30 FEET LONG AND THE OVERALL
 EJ1697'HEIGHT OF THE STRUCTURE IS ABOUT 50 FEET.  IT IS A LOW FREQUENCY
 EJ1697'RANGE RADAR.
 EJ1697'
 EJ1697'LOCATED AT THE EAST EDGE OF THE AIRPORT IN THE EAST EDGE
 EJ1697'OF LITTLE ROCK AND IS OPERATED BY THE GOVERNMENT.
 EJ1697
 EJ1697                          STATION RECOVERY (1974)
 EJ1697
 EJ1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 EJ1697'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EJ1697'
 EJ1697'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SHERIDAN AREA.
 EJ1697
 EJ1697                          STATION RECOVERY (1981)
 EJ1697
 EJ1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JVD)
 EJ1697'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 EJ1697'ORIGINALLY DESCRIBED.
 EJ1697'
 EJ1697'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ADAMS FIELD
 EJ1697'(LITTLE ROCK MUNICIPAL AIRPORT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0131 ***********************************************************************
 EJ0131  DESIGNATION -  LITTLE ROCK ADAMS FLD ARP
 EJ0131  PID         -  EJ0131
 EJ0131  STATE/COUNTY-  AR/PULASKI
 EJ0131  USGS QUAD   -  SWEET HOME (1986)
 EJ0131
 EJ0131                         *CURRENT SURVEY CONTROL
 EJ0131  ___________________________________________________________________
 EJ0131* NAD 83(1986)-  34 43 53.     (N)    092 13 58.     (W)     SCALED    
 EJ0131* NAVD 88     -        77.942  (meters)     255.71   (feet)  ADJUSTED  
 EJ0131  ___________________________________________________________________
 EJ0131  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EJ0131  DYNAMIC HT  -          77.870 (meters)     255.48  (feet)  COMP
 EJ0131  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 EJ0131
 EJ0131  VERT ORDER  -  SECOND    CLASS 0
 EJ0131
 EJ0131.This mark is at Adams Field Airport (LIT)
 EJ0131
 EJ0131.The horizontal coordinates were scaled from a topographic map and have
 EJ0131.an estimated accuracy of +/- 6 seconds.
 EJ0131
 EJ0131.The orthometric height was determined by differential leveling
 EJ0131.and adjusted by the National Geodetic Survey in June 1991..
 EJ0131
 EJ0131.The geoid height was determined by GEOID03.
 EJ0131
 EJ0131.The dynamic height is computed by dividing the NAVD 88
 EJ0131.geopotential number by the normal gravity value computed on the
 EJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0131.degrees latitude (g = 980.6199 gals.).
 EJ0131
 EJ0131.The modeled gravity was interpolated from observed gravity values.
 EJ0131
 EJ0131;                    North         East    Units  Estimated Accuracy
 EJ0131;SPC AR S     -   629,040.      378,680.      MT  (+/- 180 meters Scaled)
 EJ0131
 EJ0131                          SUPERSEDED SURVEY CONTROL
 EJ0131
 EJ0131  NGVD 29 (??/??/92)   77.994  (m)          255.89   (f) ADJ UNCH    2 0
 EJ0131
 EJ0131.Superseded values are not recommended for survey control.
 EJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0131.See file dsdata.txt to determine how the superseded data were derived.
 EJ0131
 EJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU702435(NAD 83)
 EJ0131_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0131_STAMPING: ARP 1956
 EJ0131_MARK LOGO: CGS   
 EJ0131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0131+STABILITY: SURFACE MOTION
 EJ0131
 EJ0131  HISTORY     - Date     Condition        Report By
 EJ0131  HISTORY     - 1956     MONUMENTED       CGS
 EJ0131  HISTORY     - 1971     GOOD             NGS
 EJ0131  HISTORY     - 1981     GOOD             CGS
 EJ0131  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0131  HISTORY     - 19911127 GOOD             NGS
 EJ0131
 EJ0131                          STATION DESCRIPTION
 EJ0131
 EJ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EJ0131'IN LITTLE ROCK.
 EJ0131'AT ADAMS FIELD AIRPORT, 1375 FEET NORTHWEST OF THE CENTERLINE
 EJ0131'INTERSECTION OF THE NW-SE AND THE NE-SW RUNWAYS, 366 FEET NORTHWEST OF
 EJ0131'THE CENTERLINE INTERSECTION OF THE NW-SE RUNWAY AND THE TAXIWAY
 EJ0131'LEADING NORTHEAST TO RUNWAY END NO.22, 81.73 FEET SOUTHWEST OF A
 EJ0131'FLUSH-TYPE RUNWAY LIGHT AND ARROW ON THE NORTHEAST EDGE OF THE RUNWAY
 EJ0131'AND 81.35 FEET NORTHEAST OF THE CENTER OF A FLUSH-TYPE RUNWAY LIGHT
 EJ0131'AND 3-FOOT CHISELED ARROW IN A CONCRETE BASE ON THE SOUTHWEST EDGE OF
 EJ0131'THE RUNWAY.  IT IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A
 EJ0131'CONCRETE POST FLUSH WITH THE SURFACE.
 EJ0131
 EJ0131                          STATION RECOVERY (1981)
 EJ0131
 EJ0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 EJ0131'RECOVERED IN GOOD CONDITION.
 EJ0131
 EJ0131                          STATION RECOVERY (1984)
 EJ0131
 EJ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0131'MARK NOT FOUND.
 EJ0131
 EJ0131                          STATION RECOVERY (1991)
 EJ0131
 EJ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EJ0131'LOCATED AT ADAMS FIELD, LITTE ROCK MUNICIPAL AIRPORT ON CENTERLINE OF
 EJ0131'TAXIWAY P.  IT IS 1375 FT (419.1 M) NW OF THE CENTERLINE INTERSECTION
 EJ0131'OF THE TAXIWAY AND THE NE-SW RWY, 366 FT (111.6 M) NW OF THE
 EJ0131'CENTERLINE INTERSECTION OF THE NW-SE RWY AND THE TAXIWAY LEADING
 EJ0131'NORTHEAST TO RUNWAY AND 22R, 81.35 FT (24.80 M) NE OF THE CENTER OF A
 EJ0131'FLUSH TYPE RUNWAY LIGHT AND 3 FT (0.9 M) CHISELED ARROW IN A CONCRETE
 EJ0131'BASE ON THE SW EDGE OF THE RUNWAY AND 81.73 FT (24.91 M) SW OF A
 EJ0131'SIMILAR LIGHT AND ARROW ON THE NE EDGE OF TAXIWAY.  A STANDARD
 EJ0131'TOPOGRAPHIC DISK STAMPED ARP 1956 SET IN THE OF A CONCRETE MONUMENT
 EJ0131'FLUSH WITH THE TAXIWAY.  THIS LOCATION IS ALSO DESCRIBED BY CITY
 EJ0131'ORDINANCE NO.  8670 OF 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1735 ***********************************************************************
 EJ1735  DESIGNATION -  LITTLE ROCK ARK DEAF SCHOOL TK
 EJ1735  PID         -  EJ1735
 EJ1735  STATE/COUNTY-  AR/PULASKI
 EJ1735  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1735
 EJ1735                         *CURRENT SURVEY CONTROL
 EJ1735  ___________________________________________________________________
 EJ1735* NAD 83(1997)-  34 45 00.34584(N)    092 19 22.68796(W)     ADJUSTED  
 EJ1735* NAVD 88     -                                                        
 EJ1735  ___________________________________________________________________
 EJ1735  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 EJ1735  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ1735
 EJ1735  HORZ ORDER  -  THIRD
 EJ1735
 EJ1735.The horizontal coordinates were established by classical geodetic methods
 EJ1735.and adjusted by the National Geodetic Survey in September 1999..
 EJ1735
 EJ1735
 EJ1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1735
 EJ1735.The geoid height was determined by GEOID03.
 EJ1735
 EJ1735;                    North         East     Units Scale Factor Converg.
 EJ1735;SPC AR S     -   631,132.260   370,427.563   MT  0.99999635   -0 10 50.7
 EJ1735;SPC AR S     - 2,070,639.76  1,215,311.10   sFT  0.99999635   -0 10 50.7
 EJ1735;UTM  15      - 3,845,538.933   561,967.961   MT  0.99964733   +0 23 09.3
 EJ1735
 EJ1735                          SUPERSEDED SURVEY CONTROL
 EJ1735
 EJ1735  NAD 83(1986)-  34 45 00.35774(N)    092 19 22.67705(W) AD(       ) 4
 EJ1735  NAD 27      -  34 45 00.02700(N)    092 19 22.12600(W) AD(       ) 3
 EJ1735
 EJ1735.Superseded values are not recommended for survey control.
 EJ1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1735.See file dsdata.txt to determine how the superseded data were derived.
 EJ1735
 EJ1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6196845539(NAD 83)
 EJ1735_MARKER: 82 = FINIAL
 EJ1735
 EJ1735  HISTORY     - Date     Condition        Report By
 EJ1735  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1735
 EJ1735                          STATION DESCRIPTION
 EJ1735
 EJ1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1735'POINT OBSERVED UPON WAS THE FINIAL OF THE WATER TANK AT
 EJ1735'THE ARKANSAS SCHOOL FOR DEAF.  THIS IS A BLACK-COLORED STEEL
 EJ1735'STRUCTURE, APPROXIMATELY 105 FEET TO THE BASE OF THE TANK
 EJ1735'AND 30 FEET FROM BASE TO FINIAL.
 EJ1735'
 EJ1735'THE TANK IS LOCATED ON A HIGH RIDGE IN W LITTLE ROCK.
 EJ1735'
 EJ1735'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1746 ***********************************************************************
 EJ1746  DESIGNATION -  LITTLE ROCK ARK POWER CO STACK
 EJ1746  PID         -  EJ1746
 EJ1746  STATE/COUNTY-  AR/PULASKI
 EJ1746  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1746
 EJ1746                         *CURRENT SURVEY CONTROL
 EJ1746  ___________________________________________________________________
 EJ1746* NAD 83(1997)-  34 45 01.38377(N)    092 16 36.84829(W)     ADJUSTED  
 EJ1746* NAVD 88     -                                                        
 EJ1746  ___________________________________________________________________
 EJ1746  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 EJ1746  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ1746
 EJ1746  HORZ ORDER  -  THIRD
 EJ1746
 EJ1746.The horizontal coordinates were established by classical geodetic methods
 EJ1746.and adjusted by the National Geodetic Survey in September 1999..
 EJ1746
 EJ1746
 EJ1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1746
 EJ1746.The geoid height was determined by GEOID03.
 EJ1746
 EJ1746;                    North         East     Units Scale Factor Converg.
 EJ1746;SPC AR S     -   631,151.886   374,645.694   MT  0.99999641   -0 09 17.9
 EJ1746;SPC AR S     - 2,070,704.15  1,229,150.08   sFT  0.99999641   -0 09 17.9
 EJ1746;UTM  15      - 3,845,600.272   566,184.234   MT  0.99965399   +0 24 43.9
 EJ1746
 EJ1746                          SUPERSEDED SURVEY CONTROL
 EJ1746
 EJ1746  NAD 83(1986)-  34 45 01.39688(N)    092 16 36.83712(W) AD(       ) 4
 EJ1746  NAD 27      -  34 45 01.06500(N)    092 16 36.29100(W) AD(       ) 3
 EJ1746
 EJ1746.Superseded values are not recommended for survey control.
 EJ1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1746.See file dsdata.txt to determine how the superseded data were derived.
 EJ1746
 EJ1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6618445600(NAD 83)
 EJ1746_MARKER: 63 = STACK
 EJ1746
 EJ1746  HISTORY     - Date     Condition        Report By
 EJ1746  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1746  HISTORY     - 1964     GOOD             CGS
 EJ1746
 EJ1746                          STATION DESCRIPTION
 EJ1746
 EJ1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1746'STATION IS THE CENTER OF THE TOP OF A CONCRETE STACK 275
 EJ1746'FEET HIGH.  IT IS LOCATED AT THE ARKANSAS POWER AND LIGHT
 EJ1746'CO., GENERATING PLANT ON THE N SIDE OF GARLAND STREET BETWEEN
 EJ1746'GAINS STREET AND ASH STREET IN CENTRAL LITTLE ROCK.  THIS
 EJ1746'IS AN INTERSECTION STATION.
 EJ1746
 EJ1746                          STATION RECOVERY (1964)
 EJ1746
 EJ1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1746'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1713 ***********************************************************************
 EJ1713  DESIGNATION -  LITTLE ROCK CAPITOL DOME
 EJ1713  PID         -  EJ1713
 EJ1713  STATE/COUNTY-  AR/PULASKI
 EJ1713  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1713
 EJ1713                         *CURRENT SURVEY CONTROL
 EJ1713  ___________________________________________________________________
 EJ1713* NAD 83(1997)-  34 44 47.75373(N)    092 17 20.77074(W)     ADJUSTED  
 EJ1713* NAVD 88     -                                                        
 EJ1713  ___________________________________________________________________
 EJ1713  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EJ1713  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ1713
 EJ1713  HORZ ORDER  -  THIRD
 EJ1713
 EJ1713.The horizontal coordinates were established by classical geodetic methods
 EJ1713.and adjusted by the National Geodetic Survey in September 1999..
 EJ1713
 EJ1713
 EJ1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1713
 EJ1713.The geoid height was determined by GEOID03.
 EJ1713
 EJ1713;                    North         East     Units Scale Factor Converg.
 EJ1713;SPC AR S     -   630,734.960   373,527.367   MT  0.99999559   -0 09 42.5
 EJ1713;SPC AR S     - 2,069,336.28  1,225,481.04   sFT  0.99999559   -0 09 42.5
 EJ1713;UTM  15      - 3,845,172.446   565,070.469   MT  0.99965219   +0 24 18.7
 EJ1713
 EJ1713                          SUPERSEDED SURVEY CONTROL
 EJ1713
 EJ1713  NAD 83(1986)-  34 44 47.76483(N)    092 17 20.75949(W) AD(       ) 4
 EJ1713  NAD 27      -  34 44 47.43337(N)    092 17 20.21427(W) AD(       ) 3
 EJ1713
 EJ1713.Superseded values are not recommended for survey control.
 EJ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1713.See file dsdata.txt to determine how the superseded data were derived.
 EJ1713
 EJ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6507045172(NAD 83)
 EJ1713_MARKER: 87 = DOME
 EJ1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1713+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2005
 EJ1713
 EJ1713  HISTORY     - Date     Condition        Report By
 EJ1713  HISTORY     - 1916     FIRST OBSERVED   CGS
 EJ1713  HISTORY     - 1935     GOOD             ARGS
 EJ1713  HISTORY     - 1940     GOOD             CGS
 EJ1713  HISTORY     - 1956     GOOD             CGS
 EJ1713  HISTORY     - 1964     GOOD             CGS
 EJ1713  HISTORY     - 20050316 GOOD             GEOCAC
 EJ1713
 EJ1713                          STATION DESCRIPTION
 EJ1713
 EJ1713'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1935
 EJ1713'ORIGINAL DESCRIPTION OF STATION GOOD.  THIS POINT HAS NOT
 EJ1713'BEEN DISTURBED.
 EJ1713
 EJ1713                          STATION RECOVERY (1940)
 EJ1713
 EJ1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1713'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 EJ1713'THE BALL ON TOP OF THE CAPITOL DOME.  THIS IS A GOLD-COLORED
 EJ1713'BALL ON A VERTICAL SHAFT OR FINIAL EXTENDING UPWARD FROM
 EJ1713'THE CENTER OF THE CAPITOL DOME.  IT IS LOCATED NEAR THE
 EJ1713'CENTER OF LITTLE ROCK.
 EJ1713
 EJ1713                          STATION RECOVERY (1956)
 EJ1713
 EJ1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 EJ1713'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 EJ1713
 EJ1713                          STATION RECOVERY (1964)
 EJ1713
 EJ1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1713'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 EJ1713
 EJ1713                          STATION RECOVERY (2005)
 EJ1713
 EJ1713'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 EJ1713'EASY TO OBSERVE FROM STREETS AROUND THE CAPITOL OR EVEN FROM THE
 EJ1713'INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1704 ***********************************************************************
 EJ1704  DESIGNATION -  LITTLE ROCK CATHOLIC CATHEDRAL
 EJ1704  PID         -  EJ1704
 EJ1704  STATE/COUNTY-  AR/PULASKI
 EJ1704  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1704
 EJ1704                         *CURRENT SURVEY CONTROL
 EJ1704  ___________________________________________________________________
 EJ1704* NAD 83(1997)-  34 44 32.86752(N)    092 16 20.99197(W)     ADJUSTED  
 EJ1704* NAVD 88     -                                                        
 EJ1704  ___________________________________________________________________
 EJ1704  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 EJ1704  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EJ1704
 EJ1704  HORZ ORDER  -  THIRD
 EJ1704
 EJ1704.The horizontal coordinates were established by classical geodetic methods
 EJ1704.and adjusted by the National Geodetic Survey in September 1999..
 EJ1704
 EJ1704
 EJ1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1704
 EJ1704.The geoid height was determined by GEOID03.
 EJ1704
 EJ1704;                    North         East     Units Scale Factor Converg.
 EJ1704;SPC AR S     -   630,272.067   375,046.651   MT  0.99999469   -0 09 09.1
 EJ1704;SPC AR S     - 2,067,817.61  1,230,465.55   sFT  0.99999469   -0 09 09.1
 EJ1704;UTM  15      - 3,844,724.764   566,593.740   MT  0.99965466   +0 24 52.6
 EJ1704
 EJ1704                          SUPERSEDED SURVEY CONTROL
 EJ1704
 EJ1704  NAD 83(1986)-  34 44 32.87803(N)    092 16 20.98083(W) AD(       ) 4
 EJ1704  NAD 27      -  34 44 32.54800(N)    092 16 20.43800(W) AD(       ) 3
 EJ1704
 EJ1704.Superseded values are not recommended for survey control.
 EJ1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1704.See file dsdata.txt to determine how the superseded data were derived.
 EJ1704
 EJ1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6659444725(NAD 83)
 EJ1704_MARKER: 91 = CHURCH CROSS
 EJ1704
 EJ1704  HISTORY     - Date     Condition        Report By
 EJ1704  HISTORY     - 1916     FIRST OBSERVED   CGS
 EJ1704  HISTORY     - 1935     GOOD             ARGS
 EJ1704  HISTORY     - 1940     GOOD             CGS
 EJ1704  HISTORY     - 1956     GOOD             CGS
 EJ1704
 EJ1704                          STATION DESCRIPTION
 EJ1704
 EJ1704'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1935
 EJ1704'STATION POINT HAS NOT BEEN DISTURBED.  ORIGINAL DESCRIPTION
 EJ1704'GOOD.
 EJ1704
 EJ1704                          STATION RECOVERY (1940)
 EJ1704
 EJ1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1704'STATION IS A GOLD-COLORED CROSS ON THE TOP OF A VERY TALL
 EJ1704'GRAY SPIRE ON THE ST. ANDREAS CATHEDRAL.  LOCATED AT THE
 EJ1704'NE CORNER OF LOUISIANA STREET AND SEVENTH AVENUE IN CENTRAL
 EJ1704'LITTLE ROCK.  THIS IS AN INTERSECTION STATION.
 EJ1704
 EJ1704                          STATION RECOVERY (1956)
 EJ1704
 EJ1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 EJ1704'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6443 ***********************************************************************
 DE6443  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6443  DESIGNATION -  LITTLE ROCK COOP CORS ARP
 DE6443  CORS_ID     -  LROC
 DE6443  PID         -  DE6443
 DE6443  STATE/COUNTY-  AR/PULASKI
 DE6443  USGS QUAD   -  ALEXANDER (1986)
 DE6443
 DE6443                         *CURRENT SURVEY CONTROL
 DE6443  ___________________________________________________________________
 DE6443* NAD 83(CORS)-  34 40 21.44380(N)    092 22 57.18233(W)     ADJUSTED  
 DE6443* NAVD 88     -                                                        
 DE6443  ___________________________________________________________________
 DE6443  EPOCH DATE  -        2002.00
 DE6443  X           -    -218,301.006 (meters)                     COMP
 DE6443  Y           -  -5,246,694.808 (meters)                     COMP
 DE6443  Z           -   3,608,099.619 (meters)                     COMP
 DE6443  ELLIP HEIGHT-          74.42  (meters)          (02/??/02) GPS OBS
 DE6443  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DE6443
 DE6443  HORZ ORDER  -  SPECIAL (CORS)
 DE6443  ELLP ORDER  -  SPECIAL (CORS)
 DE6443
 DE6443.ITRF positions are available for this station.
 DE6443.The coordinates were established by GPS observations
 DE6443.and adjusted by the National Geodetic Survey in February 2002..
 DE6443.The coordinates are valid at the epoch date displayed above.
 DE6443.The epoch date for horizontal control is a decimal equivalence
 DE6443.of Year/Month/Day.
 DE6443
 DE6443
 DE6443.The PID for the CORS L1 Phase Center is DE6444.
 DE6443
 DE6443.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6443
 DE6443.The ellipsoidal height was determined by GPS observations
 DE6443.and is referenced to NAD 83.
 DE6443
 DE6443.The geoid height was determined by GEOID03.
 DE6443
 DE6443;                    North         East     Units Scale Factor Converg.
 DE6443;SPC AR S     -   622,556.754   364,939.903   MT  0.99998038   -0 12 50.8
 DE6443;SPC AR S     - 2,042,504.95  1,197,307.00   sFT  0.99998038   -0 12 50.8
 DE6443
 DE6443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6443!SPC AR S     -   0.99998832  x   0.99998038  =   0.99996870
 DE6443
 DE6443                          SUPERSEDED SURVEY CONTROL
 DE6443
 DE6443.No superseded survey control is available for this station.
 DE6443
 DE6443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5656736913(NAD 83)
 DE6443_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6443
 DE6443                          STATION DESCRIPTION
 DE6443
 DE6443'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6443'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6443'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6443'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6443'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6443'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6444 ***********************************************************************
 DE6444  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6444  DESIGNATION -  LITTLE ROCK COOP CORS L1 PHASE CENTER
 DE6444  CORS_ID     -  LROC
 DE6444  PID         -  DE6444
 DE6444  STATE/COUNTY-  AR/PULASKI
 DE6444  USGS QUAD   -  ALEXANDER (1986)
 DE6444
 DE6444                         *CURRENT SURVEY CONTROL
 DE6444  ___________________________________________________________________
 DE6444* NAD 83(CORS)-  34 40 21.44384(N)    092 22 57.18231(W)     ADJUSTED  
 DE6444* NAVD 88     -                                                        
 DE6444  ___________________________________________________________________
 DE6444  EPOCH DATE  -        2002.00
 DE6444  X           -    -218,301.009 (meters)                     COMP
 DE6444  Y           -  -5,246,694.898 (meters)                     COMP
 DE6444  Z           -   3,608,099.682 (meters)                     COMP
 DE6444  ELLIP HEIGHT-          74.53  (meters)          (02/??/02) GPS OBS
 DE6444  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DE6444
 DE6444  HORZ ORDER  -  SPECIAL (CORS)
 DE6444  ELLP ORDER  -  SPECIAL (CORS)
 DE6444
 DE6444.ITRF positions are available for this station.
 DE6444.The coordinates were established by GPS observations
 DE6444.and adjusted by the National Geodetic Survey in February 2002..
 DE6444.The coordinates are valid at the epoch date displayed above.
 DE6444.The epoch date for horizontal control is a decimal equivalence
 DE6444.of Year/Month/Day.
 DE6444
 DE6444
 DE6444.The PID for the CORS ARP is DE6443.
 DE6444
 DE6444.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6444
 DE6444.The ellipsoidal height was determined by GPS observations
 DE6444.and is referenced to NAD 83.
 DE6444
 DE6444.The geoid height was determined by GEOID03.
 DE6444
 DE6444;                    North         East     Units Scale Factor Converg.
 DE6444;SPC AR S     -   622,556.755   364,939.904   MT  0.99998038   -0 12 50.8
 DE6444;SPC AR S     - 2,042,504.95  1,197,307.00   sFT  0.99998038   -0 12 50.8
 DE6444
 DE6444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6444!SPC AR S     -   0.99998830  x   0.99998038  =   0.99996868
 DE6444
 DE6444                          SUPERSEDED SURVEY CONTROL
 DE6444
 DE6444.No superseded survey control is available for this station.
 DE6444
 DE6444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5656736913(NAD 83)
 DE6444_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE6444
 DE6444                          STATION DESCRIPTION
 DE6444
 DE6444'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE6444'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6444'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6444'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6444'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6444'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7107 ***********************************************************************
 DH7107  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7107  DESIGNATION -  LITTLE ROCK CORS ARP
 DH7107  CORS_ID     -  ARLR
 DH7107  PID         -  DH7107
 DH7107  STATE/COUNTY-  AR/PULASKI
 DH7107  USGS QUAD   -  ALEXANDER (1986)
 DH7107
 DH7107                         *CURRENT SURVEY CONTROL
 DH7107  ___________________________________________________________________
 DH7107* NAD 83(CORS)-  34 40 21.44379(N)    092 22 57.18174(W)     ADJUSTED  
 DH7107* NAVD 88     -                                                        
 DH7107  ___________________________________________________________________
 DH7107  EPOCH DATE  -        2002.00
 DH7107  X           -    -218,300.990 (meters)                     COMP
 DH7107  Y           -  -5,246,694.801 (meters)                     COMP
 DH7107  Z           -   3,608,099.613 (meters)                     COMP
 DH7107  ELLIP HEIGHT-          74.41  (meters)          (11/??/05) GPS OBS
 DH7107  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DH7107
 DH7107  HORZ ORDER  -  SPECIAL (CORS)
 DH7107  ELLP ORDER  -  SPECIAL (CORS)
 DH7107
 DH7107.ITRF positions are available for this station.
 DH7107.The coordinates were established by GPS observations
 DH7107.and adjusted by the National Geodetic Survey in November 2005..
 DH7107.The coordinates are valid at the epoch date displayed above.
 DH7107.The epoch date for horizontal control is a decimal equivalence
 DH7107.of Year/Month/Day.
 DH7107
 DH7107
 DH7107.The PID for the CORS L1 Phase Center is DH7108.
 DH7107
 DH7107.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7107
 DH7107.The ellipsoidal height was determined by GPS observations
 DH7107.and is referenced to NAD 83.
 DH7107
 DH7107.The geoid height was determined by GEOID03.
 DH7107
 DH7107;                    North         East     Units Scale Factor Converg.
 DH7107;SPC AR S     -   622,556.754   364,939.918   MT  0.99998038   -0 12 50.8
 DH7107;SPC AR S     - 2,042,504.95  1,197,307.05   sFT  0.99998038   -0 12 50.8
 DH7107
 DH7107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7107!SPC AR S     -   0.99998832  x   0.99998038  =   0.99996870
 DH7107
 DH7107                          SUPERSEDED SURVEY CONTROL
 DH7107
 DH7107.No superseded survey control is available for this station.
 DH7107
 DH7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5656736913(NAD 83)
 DH7107_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7107
 DH7107                          STATION DESCRIPTION
 DH7107
 DH7107'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7107'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7107'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7107'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7107'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7107'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7108 ***********************************************************************
 DH7108  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7108  DESIGNATION -  LITTLE ROCK CORS L1 PHASE CENTER
 DH7108  CORS_ID     -  ARLR
 DH7108  PID         -  DH7108
 DH7108  STATE/COUNTY-  AR/PULASKI
 DH7108  USGS QUAD   -  ALEXANDER (1986)
 DH7108
 DH7108                         *CURRENT SURVEY CONTROL
 DH7108  ___________________________________________________________________
 DH7108* NAD 83(CORS)-  34 40 21.44380(N)    092 22 57.18172(W)     ADJUSTED  
 DH7108* NAVD 88     -                                                        
 DH7108  ___________________________________________________________________
 DH7108  EPOCH DATE  -        2002.00
 DH7108  X           -    -218,300.992 (meters)                     COMP
 DH7108  Y           -  -5,246,694.858 (meters)                     COMP
 DH7108  Z           -   3,608,099.653 (meters)                     COMP
 DH7108  ELLIP HEIGHT-          74.48  (meters)          (11/??/05) GPS OBS
 DH7108  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DH7108
 DH7108  HORZ ORDER  -  SPECIAL (CORS)
 DH7108  ELLP ORDER  -  SPECIAL (CORS)
 DH7108
 DH7108.ITRF positions are available for this station.
 DH7108.The coordinates were established by GPS observations
 DH7108.and adjusted by the National Geodetic Survey in November 2005..
 DH7108.The coordinates are valid at the epoch date displayed above.
 DH7108.The epoch date for horizontal control is a decimal equivalence
 DH7108.of Year/Month/Day.
 DH7108
 DH7108
 DH7108.The PID for the CORS ARP is DH7107.
 DH7108
 DH7108.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7108
 DH7108.The ellipsoidal height was determined by GPS observations
 DH7108.and is referenced to NAD 83.
 DH7108
 DH7108.The geoid height was determined by GEOID03.
 DH7108
 DH7108;                    North         East     Units Scale Factor Converg.
 DH7108;SPC AR S     -   622,556.754   364,939.919   MT  0.99998038   -0 12 50.8
 DH7108;SPC AR S     - 2,042,504.95  1,197,307.05   sFT  0.99998038   -0 12 50.8
 DH7108
 DH7108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7108!SPC AR S     -   0.99998831  x   0.99998038  =   0.99996869
 DH7108
 DH7108                          SUPERSEDED SURVEY CONTROL
 DH7108
 DH7108.No superseded survey control is available for this station.
 DH7108
 DH7108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5656736913(NAD 83)
 DH7108_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7108
 DH7108                          STATION DESCRIPTION
 DH7108
 DH7108'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7108'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7108'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7108'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7108'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7108'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1739 ***********************************************************************
 EH1739  DESIGNATION -  LITTLE ROCK DISTRICT 3
 EH1739  PID         -  EH1739
 EH1739  STATE/COUNTY-  AR/JEFFERSON
 EH1739  USGS QUAD   -  MOSCOW (1971)
 EH1739
 EH1739                         *CURRENT SURVEY CONTROL
 EH1739  ___________________________________________________________________
 EH1739* NAD 83(1986)-  34 11 08.     (N)    091 46 06.     (W)     SCALED    
 EH1739* NAVD 88     -        61.791  (meters)     202.73   (feet)  ADJUSTED  
 EH1739  ___________________________________________________________________
 EH1739  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1739  DYNAMIC HT  -          61.730 (meters)     202.53  (feet)  COMP
 EH1739  MODELED GRAV-     979,662.1   (mgal)                       NAVD 88
 EH1739
 EH1739  VERT ORDER  -  SECOND    CLASS 0
 EH1739
 EH1739.The horizontal coordinates were scaled from a topographic map and have
 EH1739.an estimated accuracy of +/- 6 seconds.
 EH1739
 EH1739.The orthometric height was determined by differential leveling
 EH1739.and adjusted by the National Geodetic Survey in August 1993..
 EH1739
 EH1739.The geoid height was determined by GEOID03.
 EH1739
 EH1739.The dynamic height is computed by dividing the NAVD 88
 EH1739.geopotential number by the normal gravity value computed on the
 EH1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1739.degrees latitude (g = 980.6199 gals.).
 EH1739
 EH1739.The modeled gravity was interpolated from observed gravity values.
 EH1739
 EH1739;                    North         East    Units  Estimated Accuracy
 EH1739;SPC AR S     -   568,490.      421,350.      MT  (+/- 180 meters Scaled)
 EH1739
 EH1739                          SUPERSEDED SURVEY CONTROL
 EH1739
 EH1739  NAVD 88 (06/15/91)   61.809  (m)          202.78   (f) UNKNOWN     2 0
 EH1739  NGVD 29 (??/??/??)   61.844  (m)          202.90   (f) ADJUSTED    2 0
 EH1739
 EH1739.Superseded values are not recommended for survey control.
 EH1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1739.See file dsdata.txt to determine how the superseded data were derived.
 EH1739
 EH1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT134834(NAD 83)
 EH1739_MARKER: P = PIPE CAP
 EH1739_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1739_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1739
 EH1739  HISTORY     - Date     Condition        Report By
 EH1739  HISTORY     - UNK      MONUMENTED       USE
 EH1739  HISTORY     - 1940     GOOD             CGS
 EH1739
 EH1739                          STATION DESCRIPTION
 EH1739
 EH1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1739'1.2 MI W FROM SWAN LAKE.
 EH1739'1.2 MILES WEST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1739'SWAN LAKE, JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD LEADING
 EH1739'THROUGH A FIELD TO THE LEVEE, 2.0 MILES WEST ALONG A ROAD PARALLELING
 EH1739'THE LEVEE, 1.6 MILES WEST ALONG THE LEVEE ROAD, 0.4 MILE EAST OF
 EH1739'CONCRETE MILEPOST 18/19, 100 YARDS SOUTHEAST OF A RAMP LEADING UP THE
 EH1739'LEVEE, ACROSS THE LEVEE FROM THE BARN AND BUILDINGS ON THE W.P.
 EH1739'MCGEORGE FARM, 34 YARDS SOUTH OF THE CENTER OF THE NEW LEVEE, AND 5
 EH1739'FEET NORTH OF THE CENTERLINE OF A SHORT SECTION OF THE OLD LEVEE. A
 EH1739'STANDARD CAP, RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 15
 EH1739'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1711 ***********************************************************************
 EH1711  DESIGNATION -  LITTLE ROCK DISTRICT 1
 EH1711  PID         -  EH1711
 EH1711  STATE/COUNTY-  AR/JEFFERSON
 EH1711  USGS QUAD   -  CADES (1975)
 EH1711
 EH1711                         *CURRENT SURVEY CONTROL
 EH1711  ___________________________________________________________________
 EH1711* NAD 83(1986)-  34 06 27.     (N)    091 34 06.     (W)     SCALED    
 EH1711* NAVD 88     -        58.575  (meters)     192.17   (feet)  ADJUSTED  
 EH1711  ___________________________________________________________________
 EH1711  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EH1711  DYNAMIC HT  -          58.518 (meters)     191.99  (feet)  COMP
 EH1711  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 EH1711
 EH1711  VERT ORDER  -  SECOND    CLASS 0
 EH1711
 EH1711.The horizontal coordinates were scaled from a topographic map and have
 EH1711.an estimated accuracy of +/- 6 seconds.
 EH1711
 EH1711.The orthometric height was determined by differential leveling
 EH1711.and adjusted by the National Geodetic Survey in August 1993..
 EH1711
 EH1711.The geoid height was determined by GEOID03.
 EH1711
 EH1711.The dynamic height is computed by dividing the NAVD 88
 EH1711.geopotential number by the normal gravity value computed on the
 EH1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1711.degrees latitude (g = 980.6199 gals.).
 EH1711
 EH1711.The modeled gravity was interpolated from observed gravity values.
 EH1711
 EH1711;                    North         East    Units  Estimated Accuracy
 EH1711;SPC AR S     -   559,890.      439,830.      MT  (+/- 180 meters Scaled)
 EH1711
 EH1711                          SUPERSEDED SURVEY CONTROL
 EH1711
 EH1711  NGVD 29 (??/??/??)   58.674  (m)          192.50   (f) ADJUSTED    2 0
 EH1711
 EH1711.Superseded values are not recommended for survey control.
 EH1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1711.See file dsdata.txt to determine how the superseded data were derived.
 EH1711
 EH1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT320750(NAD 83)
 EH1711_MARKER: P = PIPE CAP
 EH1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1711+STABILITY: SURFACE MOTION
 EH1711
 EH1711  HISTORY     - Date     Condition        Report By
 EH1711  HISTORY     - UNK      MONUMENTED       USE
 EH1711  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1711
 EH1711                          STATION DESCRIPTION
 EH1711
 EH1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1711'5.1 MI SW FROM REYDEL.
 EH1711'2.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM REYDEL, JEFFERSON COUNTY,
 EH1711'2.5 MILES WEST ALONG A DIRT ROAD AT THE FOOT OF THE LEVEE, 4.2 MILES
 EH1711'SOUTHEAST OF LITTLE BAYOU METO FLOODGATE, 50 YARDS SOUTH OF THE LARGE
 EH1711'WHITE G. A. HEFLINE HOUSE, AT THE LANDSIDE SLOPE OF THE LEVEE, 24 FEET
 EH1711'SOUTH OF A FENCE, AND 10 FEET NORTH OF THE CENTERLINE OF THE LEVEE
 EH1711'ROAD.  A STANDARD CAP, RIVETED ON THE TOP OF A 3-INCH PIPE PROJECTING
 EH1711'10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1712 ***********************************************************************
 EH1712  DESIGNATION -  LITTLE ROCK DISTRICT 2
 EH1712  PID         -  EH1712
 EH1712  STATE/COUNTY-  AR/JEFFERSON
 EH1712  USGS QUAD   -  CADES (1975)
 EH1712
 EH1712                         *CURRENT SURVEY CONTROL
 EH1712  ___________________________________________________________________
 EH1712* NAD 83(1986)-  34 06 20.     (N)    091 35 25.     (W)     SCALED    
 EH1712* NAVD 88     -        55.286  (meters)     181.38   (feet)  ADJUSTED  
 EH1712  ___________________________________________________________________
 EH1712  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1712  DYNAMIC HT  -          55.232 (meters)     181.21  (feet)  COMP
 EH1712  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 EH1712
 EH1712  VERT ORDER  -  SECOND    CLASS 0
 EH1712
 EH1712.The horizontal coordinates were scaled from a topographic map and have
 EH1712.an estimated accuracy of +/- 6 seconds.
 EH1712
 EH1712.The orthometric height was determined by differential leveling
 EH1712.and adjusted by the National Geodetic Survey in August 1993..
 EH1712
 EH1712.The geoid height was determined by GEOID03.
 EH1712
 EH1712.The dynamic height is computed by dividing the NAVD 88
 EH1712.geopotential number by the normal gravity value computed on the
 EH1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1712.degrees latitude (g = 980.6199 gals.).
 EH1712
 EH1712.The modeled gravity was interpolated from observed gravity values.
 EH1712
 EH1712;                    North         East    Units  Estimated Accuracy
 EH1712;SPC AR S     -   559,670.      437,800.      MT  (+/- 180 meters Scaled)
 EH1712
 EH1712                          SUPERSEDED SURVEY CONTROL
 EH1712
 EH1712  NAVD 88 (06/15/91)   55.330  (m)          181.53   (f) UNKNOWN     2 0
 EH1712  NGVD 29 (??/??/??)   55.380  (m)          181.69   (f) ADJUSTED    2 0
 EH1712
 EH1712.Superseded values are not recommended for survey control.
 EH1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1712.See file dsdata.txt to determine how the superseded data were derived.
 EH1712
 EH1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT300747(NAD 83)
 EH1712_MARKER: P = PIPE CAP
 EH1712_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1712_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1712
 EH1712  HISTORY     - Date     Condition        Report By
 EH1712  HISTORY     - UNK      MONUMENTED       USE
 EH1712  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1712
 EH1712                          STATION DESCRIPTION
 EH1712
 EH1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1712'3.9 MI SW FROM REYDEL.
 EH1712'2.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM REYDEL, JEFFERSON COUNTY,
 EH1712'1.3 MILES WEST ALONG A DIRT ROAD AT THE FOOT OF THE LEVEE, 3.0 MILES
 EH1712'SOUTHWEST OF THE LITTLE BAYOU METO FLOODGATE, 120 YARDS NORTH OF THE
 EH1712'FALSE TOE OF THE LEVEE, IN A WOODS, 5 FEET EAST OF THE CENTERLINE OF A
 EH1712'ROAD LEADING THROUGH THE WOODS, AND 3 FEET WEST OF A 4-INCH PECAN
 EH1712'TREE.  A STANDARD CAP, RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 EH1712'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1709 ***********************************************************************
 EJ1709  DESIGNATION -  LITTLE ROCK GAINES ST SPIPE
 EJ1709  PID         -  EJ1709
 EJ1709  STATE/COUNTY-  AR/PULASKI
 EJ1709  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1709
 EJ1709                         *CURRENT SURVEY CONTROL
 EJ1709  ___________________________________________________________________
 EJ1709* NAD 83(1997)-  34 44 02.97498(N)    092 16 51.12812(W)     ADJUSTED  
 EJ1709* NAVD 88     -                                                        
 EJ1709  ___________________________________________________________________
 EJ1709  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 EJ1709  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EJ1709
 EJ1709  HORZ ORDER  -  THIRD
 EJ1709
 EJ1709.The horizontal coordinates were established by classical geodetic methods
 EJ1709.and adjusted by the National Geodetic Survey in September 1999..
 EJ1709
 EJ1709
 EJ1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1709
 EJ1709.The geoid height was determined by GEOID03.
 EJ1709
 EJ1709;                    North         East     Units Scale Factor Converg.
 EJ1709;SPC AR S     -   629,352.995   374,277.557   MT  0.99999291   -0 09 25.9
 EJ1709;SPC AR S     - 2,064,802.28  1,227,942.28   sFT  0.99999291   -0 09 25.9
 EJ1709;UTM  15      - 3,843,798.440   565,834.037   MT  0.99965342   +0 24 35.1
 EJ1709
 EJ1709                          SUPERSEDED SURVEY CONTROL
 EJ1709
 EJ1709  NAD 83(1986)-  34 44 02.98671(N)    092 16 51.11667(W) AD(       ) 4
 EJ1709  NAD 27      -  34 44 02.65543(N)    092 16 50.57608(W) AD(       ) 3
 EJ1709
 EJ1709.Superseded values are not recommended for survey control.
 EJ1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1709.See file dsdata.txt to determine how the superseded data were derived.
 EJ1709
 EJ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6583443798(NAD 83)
 EJ1709_MARKER: 52 = STANDPIPE TANK
 EJ1709
 EJ1709  HISTORY     - Date     Condition        Report By
 EJ1709  HISTORY     - 1916     FIRST OBSERVED   CGS
 EJ1709  HISTORY     - 1935     GOOD             ARGS
 EJ1709  HISTORY     - 1956     GOOD             CGS
 EJ1709  HISTORY     - 1964     GOOD             CGS
 EJ1709
 EJ1709                          STATION DESCRIPTION
 EJ1709
 EJ1709'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1935
 EJ1709'THE ARKANSAS LIGHT AND POWER COMPANY HAS A SMOKESTACK ABOUT
 EJ1709'12 FEET IN DIAMETER AND ABOUT 60 FEET HIGH AND HAS BEEN
 EJ1709'IN USE SINCE 1903.  THIS STACK MUST HAVE BEEN CONFUSED FOR
 EJ1709'A STANDPIPE, AS AFTER ASKING SEVERAL OLD CITIZENS AND ALSO
 EJ1709'THE CITY ENGINEER, COULD NOT LEARN OF A STANDPIPE.
 EJ1709
 EJ1709                          STATION RECOVERY (1956)
 EJ1709
 EJ1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 EJ1709'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION, IF AVAILABLE,
 EJ1709'WAS NOT SENT TO FIELD.  A RECOVERY NOTE BY THE ARKANSAS
 EJ1709'GEODETIC SURVEY IN 1935 STATED THEY DID NOT RECOVER THE
 EJ1709'STANDPIPE AND THAT A SMOKESTACK 12 FEET IN DIAMETER AND 60
 EJ1709'FEET HIGH MUST HAVE BEEN CONFUSED FOR A STANDPIPE.  THIS
 EJ1709'IS NOT CORRECT HENCE A DESCRIPTION FOLLOWS-
 EJ1709'
 EJ1709'LOCATED IN LITTLE ROCK NEAR THE SOUTHWEST CORNER OF THE
 EJ1709'INTERSECTION OF SOUTH GAINES STREET AND WEST 16TH STREET.
 EJ1709'IT IS A SILVER PAINTED STANDPIPE 20 FEET IN DIAMETER AND ABOUT
 EJ1709'100 FEET HIGH.
 EJ1709
 EJ1709                          STATION RECOVERY (1964)
 EJ1709
 EJ1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1709'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE.  IT
 EJ1709'IS A STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL HEIGHT
 EJ1709'OF ABOUT 100 FEET.
 EJ1709'
 EJ1709'LOCATED IN THE EAST CENTRAL EDGE OF LITTLE ROCK NEAR THE
 EJ1709'INTERSECTION OF GAINES AND 16 TH STREETS.  OWNED AND OPERATED
 EJ1709'BY THE CITY.
 EJ1709'
 EJ1709'PREVIOUSLY LISTED AS- LITTLE ROCK, STANDPIPE, 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1699 ***********************************************************************
 EJ1699  DESIGNATION -  LITTLE ROCK GRANITE MTN SPIPE
 EJ1699  PID         -  EJ1699
 EJ1699  STATE/COUNTY-  AR/PULASKI
 EJ1699  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1699
 EJ1699                         *CURRENT SURVEY CONTROL
 EJ1699  ___________________________________________________________________
 EJ1699* NAD 83(1997)-  34 41 55.75925(N)    092 15 20.14936(W)     ADJUSTED  
 EJ1699* NAVD 88     -                                                        
 EJ1699  ___________________________________________________________________
 EJ1699  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 EJ1699  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EJ1699
 EJ1699  HORZ ORDER  -  THIRD
 EJ1699
 EJ1699.The horizontal coordinates were established by classical geodetic methods
 EJ1699.and adjusted by the National Geodetic Survey in September 1999..
 EJ1699
 EJ1699
 EJ1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1699
 EJ1699.The geoid height was determined by GEOID03.
 EJ1699
 EJ1699;                    North         East     Units Scale Factor Converg.
 EJ1699;SPC AR S     -   625,426.783   376,582.205   MT  0.99998557   -0 08 35.0
 EJ1699;SPC AR S     - 2,051,921.04  1,235,503.45   sFT  0.99998557   -0 08 35.0
 EJ1699;UTM  15      - 3,839,896.526   568,176.636   MT  0.99965729   +0 25 25.6
 EJ1699
 EJ1699                          SUPERSEDED SURVEY CONTROL
 EJ1699
 EJ1699  NAD 83(1986)-  34 41 55.77033(N)    092 15 20.13705(W) AD(       ) 4
 EJ1699  NAD 27      -  34 41 55.43510(N)    092 15 19.59241(W) AD(       ) 3
 EJ1699
 EJ1699.Superseded values are not recommended for survey control.
 EJ1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1699.See file dsdata.txt to determine how the superseded data were derived.
 EJ1699
 EJ1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6817739897(NAD 83)
 EJ1699_MARKER: 52 = STANDPIPE TANK
 EJ1699
 EJ1699  HISTORY     - Date     Condition        Report By
 EJ1699  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1699  HISTORY     - 1974     GOOD             NGS
 EJ1699
 EJ1699                          STATION DESCRIPTION
 EJ1699
 EJ1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1699'STATION IS THE BALL AT THE TOP AND CENTER OF THE STANDPIPE.
 EJ1699'IT IS A STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL HEIGHT
 EJ1699'OF ABOUT 50 FEET.
 EJ1699'
 EJ1699'LOCATED IN THE VERY EXTREME SOUTHEAST EDGE OF LITTLE ROCK
 EJ1699'IN THE GRANITE MOUNTAIN SECTION ABOUT 1/2 MILE WEST OF THE
 EJ1699'GRANITE MOUNTAIN ELEMENTARY SCHOOL.  OWNED BY THE CITY.
 EJ1699
 EJ1699                          STATION RECOVERY (1974)
 EJ1699
 EJ1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 EJ1699'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 EJ1699'1964 DESCRIPTION ADAQUATE FOR RECOVERY.
 EJ1699'
 EJ1699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SHERIDAN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1755 ***********************************************************************
 EJ1755  DESIGNATION -  LITTLE ROCK MUNICIPAL SPIPE
 EJ1755  PID         -  EJ1755
 EJ1755  STATE/COUNTY-  AR/PULASKI
 EJ1755  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1755
 EJ1755                         *CURRENT SURVEY CONTROL
 EJ1755  ___________________________________________________________________
 EJ1755* NAD 83(1997)-  34 46 29.77349(N)    092 20 18.75749(W)     ADJUSTED  
 EJ1755* NAVD 88     -                                                        
 EJ1755  ___________________________________________________________________
 EJ1755  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EJ1755  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EJ1755
 EJ1755  HORZ ORDER  -  THIRD
 EJ1755
 EJ1755.The horizontal coordinates were established by classical geodetic methods
 EJ1755.and adjusted by the National Geodetic Survey in September 1999..
 EJ1755
 EJ1755
 EJ1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1755
 EJ1755.The geoid height was determined by GEOID03.
 EJ1755
 EJ1755;                    North         East     Units Scale Factor Converg.
 EJ1755;SPC AR S     -   633,892.619   369,010.578   MT  1.00000185   -0 11 22.1
 EJ1755;SPC AR S     - 2,079,696.03  1,210,662.20   sFT  1.00000185   -0 11 22.1
 EJ1755;UTM  15      - 3,848,284.172   560,524.253   MT  0.99964515   +0 22 38.2
 EJ1755
 EJ1755                          SUPERSEDED SURVEY CONTROL
 EJ1755
 EJ1755  NAD 83(1986)-  34 46 29.78584(N)    092 20 18.74587(W) AD(       ) 4
 EJ1755  NAD 27      -  34 46 29.45626(N)    092 20 18.19414(W) AD(       ) 3
 EJ1755
 EJ1755.Superseded values are not recommended for survey control.
 EJ1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1755.See file dsdata.txt to determine how the superseded data were derived.
 EJ1755
 EJ1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6052448284(NAD 83)
 EJ1755_MARKER: 82 = FINIAL
 EJ1755
 EJ1755  HISTORY     - Date     Condition        Report By
 EJ1755  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1755  HISTORY     - 1964     GOOD             CGS
 EJ1755
 EJ1755                          STATION DESCRIPTION
 EJ1755
 EJ1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1755'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 EJ1755'THE FINIAL OF THE LITTLE ROCK MUNICIPAL STANDPIPE.  THIS
 EJ1755'IS A SILVER-COLORED STEEL STRUCTURE, APPROXIMATELY 95 FEET
 EJ1755'HIGH AND 25 FEET IN DIAMETER.
 EJ1755'
 EJ1755'THE STANDPIPE IS LOCATED ON A HIGH RIDGE IN THE NW PART OF
 EJ1755'LITTLE ROCK.
 EJ1755
 EJ1755                          STATION RECOVERY (1964)
 EJ1755
 EJ1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1755'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 EJ1755'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0068 ***********************************************************************
 EJ0068  DESIGNATION -  LITTLE ROCK NW BASE RESET
 EJ0068  PID         -  EJ0068
 EJ0068  STATE/COUNTY-  AR/PULASKI
 EJ0068  USGS QUAD   -  MC ALMONT (1986)
 EJ0068
 EJ0068                         *CURRENT SURVEY CONTROL
 EJ0068  ___________________________________________________________________
 EJ0068* NAD 83(1986)-  34 45 27.     (N)    092 13 45.     (W)     SCALED    
 EJ0068* NAVD 88     -        78.123  (meters)     256.31   (feet)  ADJUSTED  
 EJ0068  ___________________________________________________________________
 EJ0068  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0068  DYNAMIC HT  -          78.051 (meters)     256.07  (feet)  COMP
 EJ0068  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 EJ0068
 EJ0068  VERT ORDER  -  FIRST     CLASS II
 EJ0068
 EJ0068.The horizontal coordinates were scaled from a topographic map and have
 EJ0068.an estimated accuracy of +/- 6 seconds.
 EJ0068
 EJ0068.The orthometric height was determined by differential leveling
 EJ0068.and adjusted by the National Geodetic Survey in June 1991..
 EJ0068
 EJ0068.The geoid height was determined by GEOID03.
 EJ0068
 EJ0068.The dynamic height is computed by dividing the NAVD 88
 EJ0068.geopotential number by the normal gravity value computed on the
 EJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0068.degrees latitude (g = 980.6199 gals.).
 EJ0068
 EJ0068.The modeled gravity was interpolated from observed gravity values.
 EJ0068
 EJ0068;                    North         East    Units  Estimated Accuracy
 EJ0068;SPC AR S     -   631,930.      379,020.      MT  (+/- 180 meters Scaled)
 EJ0068
 EJ0068                          SUPERSEDED SURVEY CONTROL
 EJ0068
 EJ0068  NGVD 29 (??/??/92)   78.167  (m)          256.45   (f) ADJ UNCH    1 2
 EJ0068
 EJ0068.Superseded values are not recommended for survey control.
 EJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0068.See file dsdata.txt to determine how the superseded data were derived.
 EJ0068
 EJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU705464(NAD 83)
 EJ0068_MARKER: DS = TRIANGULATION STATION DISK
 EJ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0068_STAMPING: NW BASE BM 1916 1920
 EJ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0068+STABILITY: SURFACE MOTION
 EJ0068
 EJ0068  HISTORY     - Date     Condition        Report By
 EJ0068  HISTORY     - 1931     MONUMENTED       USE
 EJ0068  HISTORY     - 1955     GOOD             CGS
 EJ0068  HISTORY     - 1962     GOOD             CGS
 EJ0068  HISTORY     - 1967     GOOD             CGS
 EJ0068  HISTORY     - 1967     GOOD             NGS
 EJ0068  HISTORY     - 1974     GOOD             NGS
 EJ0068  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0068  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0068
 EJ0068                          STATION DESCRIPTION
 EJ0068
 EJ0068'DESCRIBED BY US ENGINEERS 1931
 EJ0068'IN 1931 THE STATION MARK WAS RESET
 EJ0068'AT A LOWER ELEVATION BY THE CORPS OF ENGINEERS, UNITED
 EJ0068'STATES ARMY.  ELEVATION OF THE STATION MARK AS DETERMINED
 EJ0068'BY CORPS OF ENGINEERS IS 78.194 METERS (256.542 FEET).
 EJ0068
 EJ0068                          STATION RECOVERY (1955)
 EJ0068
 EJ0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 EJ0068'STATION RECOVERED AS DESCRIBED.
 EJ0068'
 EJ0068'R.M. 1 IS 774.4 FEET SOUTHEAST OF TRIANGULATION STATION LITTLE
 EJ0068'ROCK NORTHWEST BASE RESET, 155 FEET NORTHWEST OF THE CENTER
 EJ0068'LINE OF A ROAD, 12 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EJ0068'MAIN TRACK OF THE ST. LOUIS AND SOUTHWESTERN RAILROAD, 2 FEET
 EJ0068'NORTHWEST OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP
 EJ0068'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 EJ0068'STAMPED USCE AZ MARK 1951 NW BASE.
 EJ0068'
 EJ0068'R.M. 2 WAS RECOVERED AS DESCRIBED.
 EJ0068
 EJ0068                          STATION RECOVERY (1962)
 EJ0068
 EJ0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 EJ0068'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 EJ0068'FOUND TO BE IN GOOD CONDITION.  THE PREVIOUS DESCRIPTIONS ARE
 EJ0068'INADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 EJ0068'
 EJ0068'THE STATION MARK, A STANDARD DISK STAMPED N.W. BASE, IS SET
 EJ0068'IN THE TOP OF A CONCRETE MONUMENT THAT IS ABOUT 18 INCHES BELOW
 EJ0068'THE GROUND SURFACE.  IT IS 131 FEET EAST OF A RAILROAD TRACK
 EJ0068'INTERSECTION, 46 FEET SOUTHEAST OF A TELEPHONE POLE, AND 30
 EJ0068'FEET NORTH OF THE NORTH RAIL OF THE TRACK.
 EJ0068'
 EJ0068'REFERENCE MARK 1, A STANDARD DISK STAMPED USCE AZ MARK 1951 NW
 EJ0068'BASE, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 EJ0068'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 12 FEET NORTH OF
 EJ0068'THE NORTH RAIL AND 774.4 FEET SOUTHEAST OF THE STATION.
 EJ0068'
 EJ0068'REFERENCE MARK 2, A STANDARD DISK (UNSTAMPED), IS SET IN THE
 EJ0068'TOP A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 EJ0068'THE GROUND.  IT IS 132 FEET EAST OF A RAILROAD TRACK INTERSECTION,
 EJ0068'15 FEET SOUTH OF THE SOUTH RAIL OF TRACK, AND 3 FEET EAST
 EJ0068'OF A WHITE WITNESS POST.
 EJ0068
 EJ0068                          STATION RECOVERY (1967)
 EJ0068
 EJ0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ0068'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EJ0068'CONDITION.  THE STATION IS 1.4 MILES EAST ALONG THE CHICAGO, ROCK
 EJ0068'ISLAND AND PACIFIC RAILROAD FROM THE STATION AT NORTH LITTLE ROCK,
 EJ0068'7 RAILS EAST OF A ROAD CROSSING LEADING TO THE ZONOLITE DIVISION,
 EJ0068'W.R. GRACE AND COMPANY, 131 FEET SOUTHEAST OF A RAILROAD CROSS
 EJ0068'TRACK, 68 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK,
 EJ0068'32 FEET NORTH-NORTHEAST OF THE NEAR RAIL OF THE NORTHWEST
 EJ0068'SOUTHEAST RAILROAD TRACK, 5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 EJ0068'POST AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 15 INCHES
 EJ0068'BELOW THE GROUND SURFACE, STAMPED NW BASE BM 1916 1920.
 EJ0068'
 EJ0068'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED USCE AZ MARK 1951 NW
 EJ0068'BASE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 EJ0068'INCHES.  IT IS 774.4 FEET SOUTHEAST OF THE STATION MARK, 155 FEET
 EJ0068'NORTHWEST OF THE CENTER OF A PAVED ROAD, 12 FEET NORTHEAST OF THE
 EJ0068'NEAR RAIL OF THE NORTHWEST SOUTHEAST TRACK AND 1.5 FEET NORTHWEST OF
 EJ0068'A METAL WITNESS POST.
 EJ0068'
 EJ0068'REFERENCE MARK 2 IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A
 EJ0068'12 INCH CONCRETE POST PROJECTING 5 INCHES.  IT IS 55 FEET SOUTHWEST
 EJ0068'OF THE STATION MARK, 138 FEET SOUTHEAST OF THE RAILROAD CROSS
 EJ0068'TRACK, 19 FEET NORTH-NORTHEAST OF THE NORTHEAST RAIL OF A SPUR
 EJ0068'TRACK, 17 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE ST. LOUIS
 EJ0068'SOUTHWESTERN RAILROAD TRACK, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 EJ0068'POST AND ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 EJ0068'
 EJ0068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES EAST OF
 EJ0068'NORTH LITTLE ROCK.
 EJ0068
 EJ0068                          STATION RECOVERY (1967)
 EJ0068
 EJ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EJ0068'1.4 MI E FROM NORTH LITTLE ROCK.
 EJ0068'IT IS 1.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0068'RAILROAD FROM THE STATION AT NORTH LITTLE ROCK, 7 RAILS EAST OF A ROAD
 EJ0068'CROSSING LEADING TO THE ZONOLITE DIVISION, W.R. GRACE AND COMPANY, 131
 EJ0068'FEET SOUTHEAST OF A RAILROAD CROSS TRACK, 68 FEET SOUTH-SOUTHEAST OF
 EJ0068'THE NEAR RAIL OF THE MAIN TRACK OF THE CHICAGO, ROCK ISLAND AND
 EJ0068'PACIFIC RAILROAD, 32 FEET NORTH-NORTHEAST OF THE NEAR RAIL OF THE
 EJ0068'NORTHWEST SOUTHEAST TRACK, 5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 EJ0068'POST.  IT IS A STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF
 EJ0068'A 12 INCH SQUARE CONCRETE POST 15 INCHES BELOW THE GROUND SURFACE.
 EJ0068
 EJ0068                          STATION RECOVERY (1974)
 EJ0068
 EJ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 EJ0068'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH 1962
 EJ0068'DESCRIPTION ADAQUATE FOR RECOVERY.
 EJ0068'
 EJ0068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ARKANSAS RIVER.
 EJ0068
 EJ0068                          STATION RECOVERY (1989)
 EJ0068
 EJ0068'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0068'MARK NOT FOUND.
 EJ0068
 EJ0068                          STATION RECOVERY (1990)
 EJ0068
 EJ0068'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0069 ***********************************************************************
 EJ0069  DESIGNATION -  LITTLE ROCK NW BASE RM 1
 EJ0069  PID         -  EJ0069
 EJ0069  STATE/COUNTY-  AR/PULASKI
 EJ0069  USGS QUAD   -  MC ALMONT (1986)
 EJ0069
 EJ0069                         *CURRENT SURVEY CONTROL
 EJ0069  ___________________________________________________________________
 EJ0069* NAD 83(1986)-  34 45 27.     (N)    092 13 45.     (W)     SCALED    
 EJ0069* NAVD 88     -        79.046  (meters)     259.34   (feet)  ADJUSTED  
 EJ0069  ___________________________________________________________________
 EJ0069  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0069  DYNAMIC HT  -          78.973 (meters)     259.10  (feet)  COMP
 EJ0069  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 EJ0069
 EJ0069  VERT ORDER  -  FIRST     CLASS II
 EJ0069
 EJ0069.The horizontal coordinates were scaled from a topographic map and have
 EJ0069.an estimated accuracy of +/- 6 seconds.
 EJ0069
 EJ0069.The orthometric height was determined by differential leveling
 EJ0069.and adjusted by the National Geodetic Survey in June 1991..
 EJ0069
 EJ0069.The geoid height was determined by GEOID03.
 EJ0069
 EJ0069.The dynamic height is computed by dividing the NAVD 88
 EJ0069.geopotential number by the normal gravity value computed on the
 EJ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0069.degrees latitude (g = 980.6199 gals.).
 EJ0069
 EJ0069.The modeled gravity was interpolated from observed gravity values.
 EJ0069
 EJ0069;                    North         East    Units  Estimated Accuracy
 EJ0069;SPC AR S     -   631,930.      379,020.      MT  (+/- 180 meters Scaled)
 EJ0069
 EJ0069                          SUPERSEDED SURVEY CONTROL
 EJ0069
 EJ0069  NGVD 29 (??/??/92)   79.090  (m)          259.48   (f) ADJ UNCH    1 2
 EJ0069
 EJ0069.Superseded values are not recommended for survey control.
 EJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0069.See file dsdata.txt to determine how the superseded data were derived.
 EJ0069
 EJ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU705464(NAD 83)
 EJ0069_MARKER: DR = REFERENCE MARK DISK
 EJ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0069_STAMPING: USCE AZ MARK 1951 NW BASE
 EJ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0069+STABILITY: SURFACE MOTION
 EJ0069
 EJ0069  HISTORY     - Date     Condition        Report By
 EJ0069  HISTORY     - 1951     MONUMENTED       CGS
 EJ0069  HISTORY     - 1967     GOOD             NGS
 EJ0069  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0069  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0069
 EJ0069                          STATION DESCRIPTION
 EJ0069
 EJ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0069'1.5 MI E FROM NORTH LITTLE ROCK.
 EJ0069'IT IS 1.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0069'RAILROAD FROM THE STATION AT NORTH LITTLE ROCK, THENCE 7 RAILS EAST OF
 EJ0069'THE ZONOLITE DIVISION, W.R. GRACE AND COMPANY ROAD CROSSING TO A
 EJ0069'CROSSING OF TWO RAILROAD TRACKS, THENCE 900 FEET SOUTHEAST ALONG THE
 EJ0069'ST. LOUIS AND SOUTHWESTERN RAILROAD TO THE MARK ON THE LEFT, 155 FEET
 EJ0069'NORTHWEST OF THE CENTER OF A ROAD, 12 FEET NORTHEAST OF THE NORTHEAST
 EJ0069'RAIL OF THE MAIN TRACK, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 EJ0069'774.4 FEET SOUTHEAST OF TRIANGULATION STATION LITTLE ROCK NORTHWEST
 EJ0069'BASE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EJ0069
 EJ0069                          STATION RECOVERY (1989)
 EJ0069
 EJ0069'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0069'MARK NOT FOUND.
 EJ0069
 EJ0069                          STATION RECOVERY (1990)
 EJ0069
 EJ0069'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0070 ***********************************************************************
 EJ0070  DESIGNATION -  LITTLE ROCK NW BASE RM 2
 EJ0070  PID         -  EJ0070
 EJ0070  STATE/COUNTY-  AR/PULASKI
 EJ0070  USGS QUAD   -  MC ALMONT (1986)
 EJ0070
 EJ0070                         *CURRENT SURVEY CONTROL
 EJ0070  ___________________________________________________________________
 EJ0070* NAD 83(1986)-  34 45 27.     (N)    092 13 45.     (W)     SCALED    
 EJ0070* NAVD 88     -        78.466  (meters)     257.43   (feet)  ADJUSTED  
 EJ0070  ___________________________________________________________________
 EJ0070  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0070  DYNAMIC HT  -          78.394 (meters)     257.20  (feet)  COMP
 EJ0070  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 EJ0070
 EJ0070  VERT ORDER  -  FIRST     CLASS II
 EJ0070
 EJ0070.The horizontal coordinates were scaled from a topographic map and have
 EJ0070.an estimated accuracy of +/- 6 seconds.
 EJ0070
 EJ0070.The orthometric height was determined by differential leveling
 EJ0070.and adjusted by the National Geodetic Survey in June 1991..
 EJ0070
 EJ0070.The geoid height was determined by GEOID03.
 EJ0070
 EJ0070.The dynamic height is computed by dividing the NAVD 88
 EJ0070.geopotential number by the normal gravity value computed on the
 EJ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0070.degrees latitude (g = 980.6199 gals.).
 EJ0070
 EJ0070.The modeled gravity was interpolated from observed gravity values.
 EJ0070
 EJ0070;                    North         East    Units  Estimated Accuracy
 EJ0070;SPC AR S     -   631,930.      379,020.      MT  (+/- 180 meters Scaled)
 EJ0070
 EJ0070                          SUPERSEDED SURVEY CONTROL
 EJ0070
 EJ0070  NGVD 29 (??/??/92)   78.510  (m)          257.58   (f) ADJ UNCH    1 2
 EJ0070
 EJ0070.Superseded values are not recommended for survey control.
 EJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0070.See file dsdata.txt to determine how the superseded data were derived.
 EJ0070
 EJ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU705464(NAD 83)
 EJ0070_MARKER: DR = REFERENCE MARK DISK
 EJ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0070+STABILITY: SURFACE MOTION
 EJ0070
 EJ0070  HISTORY     - Date     Condition        Report By
 EJ0070  HISTORY     - UNK      MONUMENTED       CGS
 EJ0070  HISTORY     - 1967     GOOD             NGS
 EJ0070  HISTORY     - 1989     GOOD             USPSQD
 EJ0070  HISTORY     - 1990     POOR             USPSQD
 EJ0070
 EJ0070                          STATION DESCRIPTION
 EJ0070
 EJ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0070'1.5 MI E FROM NORTH LITTLE ROCK.
 EJ0070'IT IS 1.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0070'RAILROAD FROM THE STATION AT NORTH LITTLE ROCK TO THE ZONOLITE
 EJ0070'DIVISION, W.R. GRACE AND COMPANY ROAD CROSSING, THENCE EAST 7 RAILS TO
 EJ0070'A CROSSING OF TWO RAILROAD TRACKS, THENCE SOUTHEAST 138 FEET TO THE
 EJ0070'MARK ON THE RIGHT, 19 FEET NORTH-NORTHEAST OF THE NORTHEAST RAIL OF A
 EJ0070'SPUR TRACK, 17 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE ST. LOUIS
 EJ0070'SOUTHWESTERN RAILROAD TRACK, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 EJ0070'POST, 55 FEET SOUTHWEST OF TRIANGULATION STATION LITTLE ROCK NORTHWEST
 EJ0070'BASE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES. THE
 EJ0070'DISK IS UNSTAMPED.
 EJ0070
 EJ0070                          STATION RECOVERY (1989)
 EJ0070
 EJ0070'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0070'RECOVERED IN GOOD CONDITION.
 EJ0070
 EJ0070                          STATION RECOVERY (1990)
 EJ0070
 EJ0070'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0070'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1705 ***********************************************************************
 EJ1705  DESIGNATION -  LITTLE ROCK PO ROOF POLE
 EJ1705  PID         -  EJ1705
 EJ1705  STATE/COUNTY-  AR/PULASKI
 EJ1705  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1705
 EJ1705                         *CURRENT SURVEY CONTROL
 EJ1705  ___________________________________________________________________
 EJ1705* NAD 83(1997)-  34 44 51.80710(N)    092 16 24.39077(W)     ADJUSTED  
 EJ1705* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 EJ1705  ___________________________________________________________________
 EJ1705  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 EJ1705  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ1705
 EJ1705  HORZ ORDER  -  THIRD
 EJ1705
 EJ1705.The horizontal coordinates were established by classical geodetic methods
 EJ1705.and adjusted by the National Geodetic Survey in September 1999..
 EJ1705
 EJ1705.The orthometric height was scaled from a topographic map.
 EJ1705
 EJ1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1705
 EJ1705.The geoid height was determined by GEOID03.
 EJ1705
 EJ1705;                    North         East     Units Scale Factor Converg.
 EJ1705;SPC AR S     -   630,855.926   374,961.756   MT  0.99999583   -0 09 11.0
 EJ1705;SPC AR S     - 2,069,733.15  1,230,187.03   sFT  0.99999583   -0 09 11.0
 EJ1705;UTM  15      - 3,845,307.556   566,503.100   MT  0.99965451   +0 24 50.9
 EJ1705
 EJ1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1705!SPC AR S     -   0.99999006  x   0.99999583  =   0.99998589
 EJ1705!UTM  15      -   0.99999006  x   0.99965451  =   0.99964457
 EJ1705
 EJ1705:                Primary Azimuth Mark                     Grid Az
 EJ1705:SPC AR S     -  LITTLE ROCK GAINES ST SPIPE              204 28 37.6
 EJ1705:UTM  15      -  LITTLE ROCK GAINES ST SPIPE              203 54 35.7
 EJ1705
 EJ1705|---------------------------------------------------------------------|
 EJ1705| PID    Reference Object                     Distance      Geod. Az  |
 EJ1705|                                                           dddmmss.s |
 EJ1705| EJ1709 LITTLE ROCK GAINES ST SPIPE         APPROX. 1.7 KM 2041926.6 |
 EJ1705| EJ1713 LITTLE ROCK CAPITOL DOME            APPROX. 1.4 KM 2650135.6 |
 EJ1705| EJ1702 A                                    66.607 METERS 26710     |
 EJ1705| EJ1701 B                                    74.434 METERS 30825     |
 EJ1705| EJ1751 FORT LOGAN H ROOTS WATER TANK       APPROX. 3.7 KM 3272119.9 |
 EJ1705|---------------------------------------------------------------------|
 EJ1705
 EJ1705                          SUPERSEDED SURVEY CONTROL
 EJ1705
 EJ1705  NAD 83(1986)-  34 44 51.81784(N)    092 16 24.37936(W) AD(       ) 3
 EJ1705  NAD 27      -  34 44 51.48700(N)    092 16 23.83400(W) AD(       ) 3
 EJ1705
 EJ1705.Superseded values are not recommended for survey control.
 EJ1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1705.See file dsdata.txt to determine how the superseded data were derived.
 EJ1705
 EJ1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6650345308(NAD 83)
 EJ1705_MARKER: 61 = POLE
 EJ1705
 EJ1705  HISTORY     - Date     Condition        Report By
 EJ1705  HISTORY     - 1920     FIRST OBSERVED   CGS
 EJ1705  HISTORY     - 1935     GOOD             ARGS
 EJ1705
 EJ1705                          STATION DESCRIPTION
 EJ1705
 EJ1705'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1935
 EJ1705'ORIGINAL DESCRIPTION GOOD, BUT THEY NOW HAVE A NEW POST
 EJ1705'OFFICE IN LITTLE ROCK.  THE OLD ONE IS STILL STANDING AND
 EJ1705'IN GOOD CONDITION AND IS USED BY THE F.E.R.A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1733 ***********************************************************************
 EJ1733  DESIGNATION -  LITTLE ROCK PULASKI HTS PRESB
 EJ1733  PID         -  EJ1733
 EJ1733  STATE/COUNTY-  AR/PULASKI
 EJ1733  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1733
 EJ1733                         *CURRENT SURVEY CONTROL
 EJ1733  ___________________________________________________________________
 EJ1733* NAD 83(1997)-  34 45 21.59488(N)    092 19 19.78829(W)     ADJUSTED  
 EJ1733* NAVD 88     -                                                        
 EJ1733  ___________________________________________________________________
 EJ1733  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 EJ1733  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ1733
 EJ1733  HORZ ORDER  -  THIRD
 EJ1733
 EJ1733.The horizontal coordinates were established by classical geodetic methods
 EJ1733.and adjusted by the National Geodetic Survey in September 1999..
 EJ1733
 EJ1733
 EJ1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1733
 EJ1733.The geoid height was determined by GEOID03.
 EJ1733
 EJ1733;                    North         East     Units Scale Factor Converg.
 EJ1733;SPC AR S     -   631,786.824   370,503.375   MT  0.99999764   -0 10 49.1
 EJ1733;SPC AR S     - 2,072,787.27  1,215,559.82   sFT  0.99999764   -0 10 49.1
 EJ1733;UTM  15      - 3,846,193.985   562,037.271   MT  0.99964743   +0 23 11.2
 EJ1733
 EJ1733                          SUPERSEDED SURVEY CONTROL
 EJ1733
 EJ1733  NAD 83(1986)-  34 45 21.60633(N)    092 19 19.77736(W) AD(       ) 4
 EJ1733  NAD 27      -  34 45 21.27535(N)    092 19 19.22821(W) AD(       ) 3
 EJ1733
 EJ1733.Superseded values are not recommended for survey control.
 EJ1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1733.See file dsdata.txt to determine how the superseded data were derived.
 EJ1733
 EJ1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6203746194(NAD 83)
 EJ1733_MARKER: 89 = SPIRE
 EJ1733
 EJ1733  HISTORY     - Date     Condition        Report By
 EJ1733  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1733
 EJ1733                          STATION DESCRIPTION
 EJ1733
 EJ1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1733'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE.  IT IS
 EJ1733'A WOODEN STRUCTURE COVERED WITH BLACK SHINGLES AND SETS
 EJ1733'ON THE TOP OF A WHITE STONE BELFRY AT THE CENTER OF A LIGHT
 EJ1733'BROWN COLORED BRICK BUILDING.  THE OVERALL HEIGHT OF THE
 EJ1733'STRUCTURE IS ABOUT 170 FEET.
 EJ1733'
 EJ1733'LOCATED IN THE PULASKI HEIGHTS SECTION OF LITTLE ROCK ABOUT
 EJ1733'200 FEET SOUTHWEST OF THE INTERSECTION OF N WALNUT STREET
 EJ1733'AND WOODLAWN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1734 ***********************************************************************
 EJ1734  DESIGNATION -  LITTLE ROCK PULASKI HTS BAP CH
 EJ1734  PID         -  EJ1734
 EJ1734  STATE/COUNTY-  AR/PULASKI
 EJ1734  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1734
 EJ1734                         *CURRENT SURVEY CONTROL
 EJ1734  ___________________________________________________________________
 EJ1734* NAD 83(1997)-  34 45 24.43418(N)    092 19 02.47000(W)     ADJUSTED  
 EJ1734* NAVD 88     -                                                        
 EJ1734  ___________________________________________________________________
 EJ1734  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 EJ1734  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ1734
 EJ1734  HORZ ORDER  -  THIRD
 EJ1734
 EJ1734.The horizontal coordinates were established by classical geodetic methods
 EJ1734.and adjusted by the National Geodetic Survey in September 1999..
 EJ1734
 EJ1734
 EJ1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1734
 EJ1734.The geoid height was determined by GEOID03.
 EJ1734
 EJ1734;                    North         East     Units Scale Factor Converg.
 EJ1734;SPC AR S     -   631,872.942   370,944.097   MT  0.99999781   -0 10 39.4
 EJ1734;SPC AR S     - 2,073,069.81  1,217,005.76   sFT  0.99999781   -0 10 39.4
 EJ1734;UTM  15      - 3,846,284.427   562,476.965   MT  0.99964811   +0 23 21.1
 EJ1734
 EJ1734                          SUPERSEDED SURVEY CONTROL
 EJ1734
 EJ1734  NAD 83(1986)-  34 45 24.44617(N)    092 19 02.45871(W) AD(       ) 4
 EJ1734  NAD 27      -  34 45 24.11505(N)    092 19 01.91037(W) AD(       ) 3
 EJ1734
 EJ1734.Superseded values are not recommended for survey control.
 EJ1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1734.See file dsdata.txt to determine how the superseded data were derived.
 EJ1734
 EJ1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6247746284(NAD 83)
 EJ1734_MARKER: 89 = SPIRE
 EJ1734
 EJ1734  HISTORY     - Date     Condition        Report By
 EJ1734  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1734
 EJ1734                          STATION DESCRIPTION
 EJ1734
 EJ1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1734'STATION IS THE CENTER OF THE TOP OF THE SPIRE.  IT IS A
 EJ1734'WOODEN SPIRE COVERED WITH BLACK SHINGLES ON THE TOP OF A
 EJ1734'WHITE WOODEN BELFRY WITH BLUE TINTED WINDOWS.  IT IS ON
 EJ1734'THE SOUTH END OF A RED COLORED BRICK STRUCTURE AND THE OVERALL
 EJ1734'HEIGHT OF THE STRUCTURE IS ABOUT 100 FEET.
 EJ1734'
 EJ1734'LOCATED IN THE PULASKI HEIGHTS SECTION OF LITTLE ROCK, JUST
 EJ1734'WEST OF THE INTERSECTION OF KAVANAUGH BLVD. AND N. CEDAR STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1703 ***********************************************************************
 EJ1703  DESIGNATION -  LITTLE ROCK RAD STA KKC 227 TR
 EJ1703  PID         -  EJ1703
 EJ1703  STATE/COUNTY-  AR/PULASKI
 EJ1703  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1703
 EJ1703                         *CURRENT SURVEY CONTROL
 EJ1703  ___________________________________________________________________
 EJ1703* NAD 83(1997)-  34 43 26.36024(N)    092 18 58.08127(W)     ADJUSTED  
 EJ1703* NAVD 88     -                                                        
 EJ1703  ___________________________________________________________________
 EJ1703  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 EJ1703  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EJ1703
 EJ1703  HORZ ORDER  -  THIRD
 EJ1703
 EJ1703.The horizontal coordinates were established by classical geodetic methods
 EJ1703.and adjusted by the National Geodetic Survey in September 1999..
 EJ1703
 EJ1703
 EJ1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1703
 EJ1703.The geoid height was determined by GEOID03.
 EJ1703
 EJ1703;                    North         East     Units Scale Factor Converg.
 EJ1703;SPC AR S     -   628,234.127   371,044.477   MT  0.99999076   -0 10 37.0
 EJ1703;SPC AR S     - 2,061,131.46  1,217,335.09   sFT  0.99999076   -0 10 37.0
 EJ1703;UTM  15      - 3,842,648.041   562,613.280   MT  0.99964832   +0 23 22.4
 EJ1703
 EJ1703                          SUPERSEDED SURVEY CONTROL
 EJ1703
 EJ1703  NAD 83(1986)-  34 43 26.37148(N)    092 18 58.07046(W) AD(       ) 4
 EJ1703  NAD 27      -  34 43 26.03920(N)    092 18 57.52156(W) AD(       ) 3
 EJ1703
 EJ1703.Superseded values are not recommended for survey control.
 EJ1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1703.See file dsdata.txt to determine how the superseded data were derived.
 EJ1703
 EJ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6261342648(NAD 83)
 EJ1703_MARKER: 43 = RADIO/TV TOWER
 EJ1703
 EJ1703  HISTORY     - Date     Condition        Report By
 EJ1703  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1703
 EJ1703                          STATION DESCRIPTION
 EJ1703
 EJ1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1703'THE STATION IS THE RED LIGHT AT THE TOP OF TOWER.  IT IS
 EJ1703'A 4 LEG STEEL STRUCTURE, SELF SUPPORTING, PAINTED IN ALTERNATE
 EJ1703'SECTIONS OF INTERNATIONAL RED AND WHITE WITH A BLINKING
 EJ1703'RED LIGHT AT THE TOP.  THE OVERALL HEIGHT OF THE STRUCTURE
 EJ1703'IS 200 FEET.
 EJ1703'
 EJ1703'LOCATED AT 3701 WEST ROOSEVELT ROAD, IN THE SOUTH EDGE OF
 EJ1703'LITTLE ROCK AND OWNED AND OPERATED BY THE STATE HIGHWAY
 EJ1703'POLICE DEPT. OF ARKANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1706 ***********************************************************************
 EJ1706  DESIGNATION -  LITTLE ROCK RAD STA KMMK FM
 EJ1706  PID         -  EJ1706
 EJ1706  STATE/COUNTY-  AR/PULASKI
 EJ1706  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1706
 EJ1706                         *CURRENT SURVEY CONTROL
 EJ1706  ___________________________________________________________________
 EJ1706* NAD 83(1997)-  34 44 44.12133(N)    092 16 22.96322(W)     ADJUSTED  
 EJ1706* NAVD 88     -                                                        
 EJ1706  ___________________________________________________________________
 EJ1706  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EJ1706  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EJ1706
 EJ1706  HORZ ORDER  -  THIRD
 EJ1706
 EJ1706.The horizontal coordinates were established by classical geodetic methods
 EJ1706.and adjusted by the National Geodetic Survey in September 1999..
 EJ1706
 EJ1706
 EJ1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1706
 EJ1706.The geoid height was determined by GEOID03.
 EJ1706
 EJ1706;                    North         East     Units Scale Factor Converg.
 EJ1706;SPC AR S     -   630,618.990   374,997.434   MT  0.99999537   -0 09 10.2
 EJ1706;SPC AR S     - 2,068,955.80  1,230,304.08   sFT  0.99999537   -0 09 10.2
 EJ1706;UTM  15      - 3,845,071.065   566,541.109   MT  0.99965457   +0 24 51.6
 EJ1706
 EJ1706                          SUPERSEDED SURVEY CONTROL
 EJ1706
 EJ1706  NAD 83(1986)-  34 44 44.13492(N)    092 16 22.95191(W) AD(       ) 4
 EJ1706  NAD 27      -  34 44 43.80393(N)    092 16 22.40921(W) AD(       ) 3
 EJ1706
 EJ1706.Superseded values are not recommended for survey control.
 EJ1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1706.See file dsdata.txt to determine how the superseded data were derived.
 EJ1706
 EJ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6654145071(NAD 83)
 EJ1706_MARKER: 42 = RADIO/TV MAST
 EJ1706
 EJ1706  HISTORY     - Date     Condition        Report By
 EJ1706  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1706  HISTORY     - 1971     GOOD             NGS
 EJ1706
 EJ1706                          STATION DESCRIPTION
 EJ1706
 EJ1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1706'STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  IT IS
 EJ1706'AN UNPAINTED TUBULAR STEEL STRUCTURE WITH A RED LIGHT AT
 EJ1706'THE TOP.  THE MAST IS ON THE SOUTH SIDE OF THE TOWER BUILDING
 EJ1706'IN THE CENTER OF DOWNTOWN LITTLE ROCK.  THE MAST IS 66 FEET
 EJ1706'HIGHER THAN THE TOP OF THE BUILDING, WHICH IS 244 FEET HIGH.
 EJ1706'THE OVERALL HEIGHT OF THE MAST AND BUILDING IS 310 FEET
 EJ1706'ABOVE GROUND LEVEL.
 EJ1706'
 EJ1706'OWNED AND OPERATED BY THE HI FI-FM BROADCASTING CORP.
 EJ1706
 EJ1706                          STATION RECOVERY (1971)
 EJ1706
 EJ1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 EJ1706'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EJ1706'
 EJ1706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LITTLE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1743 ***********************************************************************
 EJ1743  DESIGNATION -  LITTLE ROCK RAD STA KKD 291 TR
 EJ1743  PID         -  EJ1743
 EJ1743  STATE/COUNTY-  AR/PULASKI
 EJ1743  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1743
 EJ1743                         *CURRENT SURVEY CONTROL
 EJ1743  ___________________________________________________________________
 EJ1743* NAD 83(1997)-  34 46 20.68382(N)    092 21 27.96051(W)     ADJUSTED  
 EJ1743* NAVD 88     -                                                        
 EJ1743  ___________________________________________________________________
 EJ1743  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 EJ1743  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EJ1743
 EJ1743  HORZ ORDER  -  THIRD
 EJ1743
 EJ1743.The horizontal coordinates were established by classical geodetic methods
 EJ1743.and adjusted by the National Geodetic Survey in September 1999..
 EJ1743
 EJ1743
 EJ1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1743
 EJ1743.The geoid height was determined by GEOID03.
 EJ1743
 EJ1743;                    North         East     Units Scale Factor Converg.
 EJ1743;SPC AR S     -   633,618.500   367,249.977   MT  1.00000129   -0 12 00.9
 EJ1743;SPC AR S     - 2,078,796.70  1,204,885.97   sFT  1.00000129   -0 12 00.9
 EJ1743;UTM  15      - 3,847,992.759   558,767.077   MT  0.99964256   +0 21 58.6
 EJ1743
 EJ1743                          SUPERSEDED SURVEY CONTROL
 EJ1743
 EJ1743  NAD 83(1986)-  34 46 20.69580(N)    092 21 27.94978(W) AD(       ) 4
 EJ1743  NAD 27      -  34 46 20.36587(N)    092 21 27.39617(W) AD(       ) 3
 EJ1743
 EJ1743.Superseded values are not recommended for survey control.
 EJ1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1743.See file dsdata.txt to determine how the superseded data were derived.
 EJ1743
 EJ1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5876747993(NAD 83)
 EJ1743_MARKER: 43 = RADIO/TV TOWER
 EJ1743
 EJ1743  HISTORY     - Date     Condition        Report By
 EJ1743  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1743
 EJ1743                          STATION DESCRIPTION
 EJ1743
 EJ1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1743'STATION IS THE BLINKING RED LIGHT AT THE TOP OF THE TOWER.
 EJ1743'IT IS A 4 LEG STEEL STRUCTURE , SELF SUPPORTING, PAINTED
 EJ1743'IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE AND
 EJ1743'HAS AN OVERALL HEIGHT OF 300 FEET.
 EJ1743'
 EJ1743'LOCATED IN THE NORTHWEST EDGE OF LITTLE ROCK AT 201 KEIGHTLEY
 EJ1743'DRIVE.  OWNED AND OPERATED BY THE SOUTHWESTERN BELL TELEPHONE
 EJ1743'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1747 ***********************************************************************
 EJ1747  DESIGNATION -  LITTLE ROCK RAD STA KKD 274 TR
 EJ1747  PID         -  EJ1747
 EJ1747  STATE/COUNTY-  AR/PULASKI
 EJ1747  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1747
 EJ1747                         *CURRENT SURVEY CONTROL
 EJ1747  ___________________________________________________________________
 EJ1747* NAD 83(1997)-  34 46 11.12724(N)    092 20 25.12250(W)     ADJUSTED  
 EJ1747* NAVD 88     -                                                        
 EJ1747  ___________________________________________________________________
 EJ1747  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EJ1747  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EJ1747
 EJ1747  HORZ ORDER  -  THIRD
 EJ1747
 EJ1747.The horizontal coordinates were established by classical geodetic methods
 EJ1747.and adjusted by the National Geodetic Survey in September 1999..
 EJ1747
 EJ1747
 EJ1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1747
 EJ1747.The geoid height was determined by GEOID03.
 EJ1747
 EJ1747;                    North         East     Units Scale Factor Converg.
 EJ1747;SPC AR S     -   633,318.561   368,846.825   MT  1.00000069   -0 11 25.7
 EJ1747;SPC AR S     - 2,077,812.65  1,210,124.96   sFT  1.00000069   -0 11 25.7
 EJ1747;UTM  15      - 3,847,708.728   560,366.242   MT  0.99964491   +0 22 34.4
 EJ1747
 EJ1747                          SUPERSEDED SURVEY CONTROL
 EJ1747
 EJ1747  NAD 83(1986)-  34 46 11.13909(N)    092 20 25.11171(W) AD(       ) 4
 EJ1747  NAD 27      -  34 46 10.80899(N)    092 20 24.56042(W) AD(       ) 3
 EJ1747
 EJ1747.Superseded values are not recommended for survey control.
 EJ1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1747.See file dsdata.txt to determine how the superseded data were derived.
 EJ1747
 EJ1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6036647709(NAD 83)
 EJ1747_MARKER: 43 = RADIO/TV TOWER
 EJ1747
 EJ1747  HISTORY     - Date     Condition        Report By
 EJ1747  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1747
 EJ1747                          STATION DESCRIPTION
 EJ1747
 EJ1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1747'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS
 EJ1747'A 4 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 EJ1747'OF INTERNATIONAL RED AND WHITE.  IT IS SELF SUPPORTING, AND
 EJ1747'HAS AN OVERALL HEIGHT OF 205 FEET.
 EJ1747'
 EJ1747'LOCATED IN THE NORTHWEST EDGE OF LITTLE ROCK ON UNIVERSITY
 EJ1747'AVENUE BETWEEN R STREET AND KAVANAUGH BLVD.  IT IS OWNED
 EJ1747'AND OPERATED BY THE ARKANSAS POWER AND LIGHT CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0275 ***********************************************************************
 EJ0275  DESIGNATION -  LITTLE ROCK REF PT A
 EJ0275  PID         -  EJ0275
 EJ0275  STATE/COUNTY-  AR/PULASKI
 EJ0275  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0275
 EJ0275                         *CURRENT SURVEY CONTROL
 EJ0275  ___________________________________________________________________
 EJ0275* NAD 83(1997)-  34 44 46.82058(N)    092 17 17.40832(W)     ADJUSTED  
 EJ0275* NAVD 88     -       101.37   (+/-2cm)     332.6    (feet)  VERTCON   
 EJ0275  ___________________________________________________________________
 EJ0275  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EJ0275  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0275
 EJ0275  HORZ ORDER  -  THIRD
 EJ0275  VERT ORDER  -  THIRD ? (See Below)
 EJ0275
 EJ0275.The horizontal coordinates were established by classical geodetic methods
 EJ0275.and adjusted by the National Geodetic Survey in September 1999..
 EJ0275.No horizontal observational check was made to the station.
 EJ0275
 EJ0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0275.The vertical order pertains to the NGVD 29 superseded value.
 EJ0275
 EJ0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0275
 EJ0275.The geoid height was determined by GEOID03.
 EJ0275
 EJ0275;                    North         East     Units Scale Factor Converg.
 EJ0275;SPC AR S     -   630,705.964   373,612.811   MT  0.99999553   -0 09 40.6
 EJ0275;SPC AR S     - 2,069,241.15  1,225,761.36   sFT  0.99999553   -0 09 40.6
 EJ0275;UTM  15      - 3,845,144.306   565,156.167   MT  0.99965232   +0 24 20.6
 EJ0275
 EJ0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0275!SPC AR S     -   0.99998827  x   0.99999553  =   0.99998380
 EJ0275!UTM  15      -   0.99998827  x   0.99965232  =   0.99964059
 EJ0275
 EJ0275|---------------------------------------------------------------------|
 EJ0275| PID    Reference Object                     Distance      Geod. Az  |
 EJ0275|                                                           dddmmss.s |
 EJ0275| CY6895 LITTLE ROCK REF PT B                 28.684 METERS 00548     |
 EJ0275| EJ0276 LITTLE ROCK RESET                    16.267 METERS 03740     |
 EJ0275| CY6896 LITTLE ROCK REF PT C                               05325     |
 EJ0275|---------------------------------------------------------------------|
 EJ0275
 EJ0275                          SUPERSEDED SURVEY CONTROL
 EJ0275
 EJ0275  NAD 83(1986)-  34 44 46.83161(N)    092 17 17.39709(W) AD(       ) 3
 EJ0275  NAD 27      -  34 44 46.50000(N)    092 17 16.85300(W) AD(       ) 3
 EJ0275  NGVD 29 (07/19/86)  101.42   (m)          332.7    (f) LEVELING    3  
 EJ0275
 EJ0275.Superseded values are not recommended for survey control.
 EJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0275.See file dsdata.txt to determine how the superseded data were derived.
 EJ0275
 EJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6515645144(NAD 83)
 EJ0275_MARKER: DB = BENCH MARK DISK
 EJ0275_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EJ0275+WITH SETTING: INTO GROUND
 EJ0275_STAMPING: PT. A
 EJ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0275+STABILITY: SURFACE MOTION
 EJ0275
 EJ0275  HISTORY     - Date     Condition        Report By
 EJ0275  HISTORY     - 1975     MONUMENTED       NGS
 EJ0275  HISTORY     - 1975     GOOD             NGS
 EJ0275  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0275  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0275  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0275
 EJ0275                          STATION DESCRIPTION
 EJ0275
 EJ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EJ0275'IN LITTLE ROCK.
 EJ0275'MARK IS LOCATED IN THE WEST SECTION OF LITTLE ROCK AT THE JUNCTION OF
 EJ0275'WEST CAPITOL AVENUE AND SOUTH WOODLANE STREET AND THE EAST ENTRANCE TO
 EJ0275'THE STATE CAPITOL GROUNDS.  IT IS 76 FEET WEST OF THE CENTER OF SOUTH
 EJ0275'WOODLANE STREET, 76.7 FEET NORTHEAST OF A SMALL TRIPLE TRUNKED TREE,
 EJ0275'AND 4.5 FEET SOUTH OF THE SOUTH EDGE OF A HEDGE ROW.  SET ON TOP OF A
 EJ0275'3 FOOT COPPER ROD WITH BASE PLATE, 1 INCH BELOW THE SURFACE OF THE
 EJ0275'GROUND.
 EJ0275
 EJ0275                          STATION RECOVERY (1984)
 EJ0275
 EJ0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0275'NOT RECOVERED, HEDGE ROW GONE.
 EJ0275
 EJ0275                          STATION RECOVERY (1989)
 EJ0275
 EJ0275'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0275'MARK NOT FOUND.
 EJ0275
 EJ0275                          STATION RECOVERY (1990)
 EJ0275
 EJ0275'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0276 ***********************************************************************
 EJ0276  DESIGNATION -  LITTLE ROCK RESET
 EJ0276  PID         -  EJ0276
 EJ0276  STATE/COUNTY-  AR/PULASKI
 EJ0276  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0276
 EJ0276                         *CURRENT SURVEY CONTROL
 EJ0276  ___________________________________________________________________
 EJ0276* NAD 83(1997)-  34 44 47.23842(N)    092 17 17.01752(W)     ADJUSTED  
 EJ0276* NAVD 88     -       101.476  (meters)     332.93   (feet)  ADJUSTED  
 EJ0276  ___________________________________________________________________
 EJ0276  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EJ0276  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0276  DYNAMIC HT  -         101.382 (meters)     332.62  (feet)  COMP
 EJ0276  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 EJ0276
 EJ0276  HORZ ORDER  -  THIRD
 EJ0276  VERT ORDER  -  FIRST     CLASS II
 EJ0276
 EJ0276.The horizontal coordinates were established by classical geodetic methods
 EJ0276.and adjusted by the National Geodetic Survey in September 1999..
 EJ0276
 EJ0276.The orthometric height was determined by differential leveling
 EJ0276.and adjusted by the National Geodetic Survey in June 1991..
 EJ0276
 EJ0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0276
 EJ0276.The geoid height was determined by GEOID03.
 EJ0276
 EJ0276.The dynamic height is computed by dividing the NAVD 88
 EJ0276.geopotential number by the normal gravity value computed on the
 EJ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0276.degrees latitude (g = 980.6199 gals.).
 EJ0276
 EJ0276.The modeled gravity was interpolated from observed gravity values.
 EJ0276
 EJ0276;                    North         East     Units Scale Factor Converg.
 EJ0276;SPC AR S     -   630,718.812   373,622.787   MT  0.99999555   -0 09 40.4
 EJ0276;SPC AR S     - 2,069,283.30  1,225,794.09   sFT  0.99999555   -0 09 40.4
 EJ0276;UTM  15      - 3,845,157.247   565,166.012   MT  0.99965234   +0 24 20.8
 EJ0276
 EJ0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0276!SPC AR S     -   0.99998825  x   0.99999555  =   0.99998380
 EJ0276!UTM  15      -   0.99998825  x   0.99965234  =   0.99964060
 EJ0276
 EJ0276|---------------------------------------------------------------------|
 EJ0276| PID    Reference Object                     Distance      Geod. Az  |
 EJ0276|                                                           dddmmss.s |
 EJ0276| CY6896 LITTLE ROCK REF PT C                 23.564 METERS 06413     |
 EJ0276| EJ1704 LITTLE ROCK CATHOLIC CATHEDRAL      APPROX. 1.5 KM 1071529.6 |
 EJ0276| EJ1605 LITTLE ROCK RM                      221.925 METERS 19941     |
 EJ0276| EJ0275 LITTLE ROCK REF PT A                 16.267 METERS 21740     |
 EJ0276| EJ1713 LITTLE ROCK CAPITOL DOME             96.778 METERS 27927     |
 EJ0276| EJ1718 LITTLE ROCK A STATION                 3.761 METERS 29038     |
 EJ0276| CY6895 LITTLE ROCK REF PT B                 17.158 METERS 33546     |
 EJ0276|---------------------------------------------------------------------|
 EJ0276
 EJ0276                          SUPERSEDED SURVEY CONTROL
 EJ0276
 EJ0276  NAD 83(1986)-  34 44 47.24945(N)    092 17 17.00630(W) AD(       ) 3
 EJ0276  NAD 27      -  34 44 46.91800(N)    092 17 16.46200(W) AD(       ) 3
 EJ0276  NGVD 29 (07/19/86)  101.53   (m)          333.1    (f) LEVELING    3  
 EJ0276
 EJ0276.Superseded values are not recommended for survey control.
 EJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0276.See file dsdata.txt to determine how the superseded data were derived.
 EJ0276
 EJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6516645157(NAD 83)
 EJ0276_MARKER: DB = BENCH MARK DISK
 EJ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0276_STAMPING: LITTLE ROCK 1932 1975
 EJ0276_MARK LOGO: CGS   
 EJ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0276+STABILITY: SURFACE MOTION
 EJ0276
 EJ0276  HISTORY     - Date     Condition        Report By
 EJ0276  HISTORY     - 1975     MONUMENTED       NGS
 EJ0276  HISTORY     - 1975     GOOD             NGS
 EJ0276  HISTORY     - 1984     GOOD             NGS
 EJ0276  HISTORY     - 1988     GOOD             USPSQD
 EJ0276  HISTORY     - 1988     GOOD             USPSQD
 EJ0276  HISTORY     - 1989     GOOD             USPSQD
 EJ0276  HISTORY     - 1990     GOOD             USPSQD
 EJ0276  HISTORY     - 19920902 GOOD             USPSQD
 EJ0276
 EJ0276                          STATION DESCRIPTION
 EJ0276
 EJ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (DDR)
 EJ0276'THE STATION WAS REFERENCED PRIOR TO CONSTRUCTION OF NEW STEPS AND WAS
 EJ0276'REPLACED IN ITS ORIGINAL POSITION AT THIS DATE.  A NEW DESCRIPTION
 EJ0276'FOLLOWS--
 EJ0276'
 EJ0276'THE STATION IS LOCATED IN THE WEST SECTION OF LITTLEROCK AT THE
 EJ0276'JUNCTION OF WEST CAPITOL AVENUE AND SOUTH WOODLANE STREET AND THE
 EJ0276'EAST ENTRANCE TO THE STATE CAPITOL GROUND.  IT IS 43.7 FEET WEST OF
 EJ0276'THE INTERSECTION OF CAPITOL AVENUE AND SOUTH WOODLANE STREET,
 EJ0276'42.3 FEET SOUTH OF THE SOUTH SIDE OF A MARBLE WALL AT THE NORTH
 EJ0276'EDGE OF STEPS, 37.6 FEET NORTH OF THE NORTH SIDE OF A MARBLE WALL
 EJ0276'AT THE SOUTH EDGE OF STEPS, AND 8.3 FEET EAST OF THE TOP STEP
 EJ0276'LEADING FROM THE STREET.  IT IS A STANDARD C AND GS BM
 EJ0276'DISK, STAMPED (LITTLEROCK 1932 1975) SET IN THE TOP OF A 1.6 FOOT
 EJ0276'SQUARE MARBLE MONUMENT PROJECTING 3 FEET.
 EJ0276'
 EJ0276'REFERENCE MARK IS A STANDARD C AND GS BM DISK STAMPED REF MARK SET
 EJ0276'IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF A
 EJ0276'CONCRETE SIDEWALK.  IT IS 55.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 EJ0276'CORNER OF A CONCRETE CURB AROUND A ROSE GARDEN, 50 FEET NORTH OF
 EJ0276'THE CENTER OF WEST 7TH STREET, 38 FEET EAST OF THE CENTER OF HIGH
 EJ0276'STREET, 7.5 FEET WEST OF THE EAST OF A SIDE WALK AND 2.6 FEET
 EJ0276'EAST OF THE WEST EDGE OF THE SIDEWALK.
 EJ0276'
 EJ0276'REFERENCE PT-A IS A STANDARD NGS BM DISK, STAMPED PT-A SET ON TOP OF
 EJ0276'A 3 FOOT COPPER ROD WITH BASE PLATE, 1 INCH BELOW THE SURFACE OF THE
 EJ0276'GROUND.  IT IS 76 FEET WEST OF THE CENTER OF SOUTH WOODLANE
 EJ0276'STREET, 76.7 FEET NORTHEAST OF A SMALL TRIPLE TRUNKED TREE, AND
 EJ0276'4.5 FEET SOUTH OF THE SOUTH EDGE OF A HEDGE ROW.
 EJ0276'
 EJ0276'REFERENCE PT-B IS A SMALL DOT STAMPED ON METAL RIM AROUND THE WATER
 EJ0276'SPRINKLER.  IT IS 129.5 FEET SOUTHEAST OF A LONE 12 INCH MAGNOLIA
 EJ0276'TREE, 10.4 FEET WEST OF THE CENTER OF A SMALL BUSH AND 1.5 FEET
 EJ0276'NORTH OF A HEDGE ROW.
 EJ0276'
 EJ0276'REFERENCE PT-C IS A SMALL DOT IN THE CENTER OF A CHISELED CROSS IN
 EJ0276'CONCRETE SIDEWALK.  IT IS 45.5 FEET NORTH OF THE CENTER OF WEST
 EJ0276'CAPITOL AVENUE, 26.1 FEET EAST OF THE CENTER OF SOUTH WOODLANE
 EJ0276'STREET, 9.7 FEET NORTHWEST OF A STREET SIGN, AND 0.8 FOOT WEST OF THE
 EJ0276'EAST EDGE OF THE SIDEWALK.
 EJ0276
 EJ0276                          STATION RECOVERY (1975)
 EJ0276
 EJ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EJ0276'IN LITTLE ROCK.
 EJ0276'AT LITTLE ROCK, PULASKI COUNTY, AT THE EAST ENTRANCE TO THE CAPITOL
 EJ0276'GROUNDS, AND IN THE TOP OF THE ZERO MILESTONE.  THE ZERO MILESTONE IS
 EJ0276'A 1.6 FOOT SQUARE MARBLE MONUMENT PROJECTING 3 FEET.
 EJ0276
 EJ0276                          STATION RECOVERY (1984)
 EJ0276
 EJ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0276'RECOVERED IN GOOD CONDITION.
 EJ0276
 EJ0276                          STATION RECOVERY (1988)
 EJ0276
 EJ0276'RECOVERY NOTE BY US POWER SQUADRON 1988 (JWP)
 EJ0276'RECOVERED IN GOOD CONDITION.
 EJ0276
 EJ0276                          STATION RECOVERY (1988)
 EJ0276
 EJ0276'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0276'RECOVERED IN GOOD CONDITION.
 EJ0276
 EJ0276                          STATION RECOVERY (1989)
 EJ0276
 EJ0276'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0276'RECOVERED IN GOOD CONDITION.
 EJ0276
 EJ0276                          STATION RECOVERY (1990)
 EJ0276
 EJ0276'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0276'RECOVERED IN GOOD CONDITION.
 EJ0276
 EJ0276                          STATION RECOVERY (1992)
 EJ0276
 EJ0276'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1605 ***********************************************************************
 EJ1605  DESIGNATION -  LITTLE ROCK RM
 EJ1605  PID         -  EJ1605
 EJ1605  STATE/COUNTY-  AR/PULASKI
 EJ1605  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1605
 EJ1605                         *CURRENT SURVEY CONTROL
 EJ1605  ___________________________________________________________________
 EJ1605* NAD 83(1997)-  34 44 40.45772(N)    092 17 19.95692(W)     ADJUSTED  
 EJ1605* NAVD 88     -       103.655  (meters)     340.07   (feet)  ADJUSTED  
 EJ1605  ___________________________________________________________________
 EJ1605  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EJ1605  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EJ1605  DYNAMIC HT  -         103.559 (meters)     339.76  (feet)  COMP
 EJ1605  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 EJ1605
 EJ1605  HORZ ORDER  -  THIRD
 EJ1605  VERT ORDER  -  FIRST     CLASS II
 EJ1605
 EJ1605.The horizontal coordinates were established by classical geodetic methods
 EJ1605.and adjusted by the National Geodetic Survey in September 1999..
 EJ1605
 EJ1605.The orthometric height was determined by differential leveling
 EJ1605.and adjusted by the National Geodetic Survey in June 1991..
 EJ1605
 EJ1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1605
 EJ1605.The geoid height was determined by GEOID03.
 EJ1605
 EJ1605.The dynamic height is computed by dividing the NAVD 88
 EJ1605.geopotential number by the normal gravity value computed on the
 EJ1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1605.degrees latitude (g = 980.6199 gals.).
 EJ1605
 EJ1605.The modeled gravity was interpolated from observed gravity values.
 EJ1605
 EJ1605;                    North         East     Units Scale Factor Converg.
 EJ1605;SPC AR S     -   630,510.073   373,547.432   MT  0.99999515   -0 09 42.1
 EJ1605;SPC AR S     - 2,068,598.46  1,225,546.87   sFT  0.99999515   -0 09 42.1
 EJ1605;UTM  15      - 3,844,947.845   565,092.752   MT  0.99965222   +0 24 19.1
 EJ1605
 EJ1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1605!SPC AR S     -   0.99998791  x   0.99999515  =   0.99998306
 EJ1605!UTM  15      -   0.99998791  x   0.99965222  =   0.99964013
 EJ1605
 EJ1605|---------------------------------------------------------------------|
 EJ1605| PID    Reference Object                     Distance      Geod. Az  |
 EJ1605|                                                           dddmmss.s |
 EJ1605| EJ1718 LITTLE ROCK A STATION               222.019 METERS 01843     |
 EJ1605| EJ0276 LITTLE ROCK RESET                   221.925 METERS 01941     |
 EJ1605| EJ1704 LITTLE ROCK CATHOLIC CATHEDRAL      APPROX. 1.5 KM 0985131.9 |
 EJ1605| EJ1713 LITTLE ROCK CAPITOL DOME            225.781 METERS 35444     |
 EJ1605|---------------------------------------------------------------------|
 EJ1605
 EJ1605                          SUPERSEDED SURVEY CONTROL
 EJ1605
 EJ1605  NAD 83(1986)-  34 44 40.46851(N)    092 17 19.94581(W) AD(       ) 3
 EJ1605  NAD 27      -  34 44 40.13800(N)    092 17 19.40000(W) AD(       ) 3
 EJ1605
 EJ1605.Superseded values are not recommended for survey control.
 EJ1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1605.See file dsdata.txt to determine how the superseded data were derived.
 EJ1605
 EJ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6509344948(NAD 83)
 EJ1605_MARKER: DB = BENCH MARK DISK
 EJ1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1605_SP_SET: CONCRETE POST
 EJ1605_STAMPING: REF MARK
 EJ1605_MARK LOGO: NGS   
 EJ1605_PROJECTION: FLUSH
 EJ1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1605+STABILITY: SURFACE MOTION
 EJ1605
 EJ1605  HISTORY     - Date     Condition        Report By
 EJ1605  HISTORY     - 1932     MONUMENTED       CGS
 EJ1605  HISTORY     - 1984     GOOD             NGS
 EJ1605  HISTORY     - 1988     GOOD             USPSQD
 EJ1605  HISTORY     - 1989     GOOD             USPSQD
 EJ1605  HISTORY     - 1990     GOOD             USPSQD
 EJ1605
 EJ1605                          STATION DESCRIPTION
 EJ1605
 EJ1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GRF)
 EJ1605'SEE DESCRIPTION OF STATION LITTLE ROCK ZERO MILESTONE
 EJ1605
 EJ1605                          STATION RECOVERY (1984)
 EJ1605
 EJ1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ1605'IN LITTLE ROCK.
 EJ1605'IN LITTLE ROCK, LOCATED AT THE INTERSECTION OF WEST 7TH STREET AND
 EJ1605'HIGH STREET, A CONCRETE POST SET IN THE NORTH-SOUTH SIDEWALK ON THE
 EJ1605'EAST SIDE OF HIGH STREET, 11.60 METERS (38.1 FT) EAST OF THE CENTER OF
 EJ1605'HIGH STREET, 15.39 METERS (50.5 FT) NORTH OF THE CENTER OF WEST 7TH
 EJ1605'STREET, 2.25 METERS (7.4 FT) WEST OF THE EAST EDGE OF THE NORTH-SOUTH
 EJ1605'SIDEWALK, AND 0.79 METERS (2.6 FT) EAST OF THE WEST EDGE OF THE
 EJ1605'NORTH-SOUTH SIDEWALK.
 EJ1605'THE MARK IS ABOVE LEVEL WITH WEST 7TH STREET.
 EJ1605
 EJ1605                          STATION RECOVERY (1988)
 EJ1605
 EJ1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ1605'RECOVERED IN GOOD CONDITION.
 EJ1605
 EJ1605                          STATION RECOVERY (1989)
 EJ1605
 EJ1605'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ1605'RECOVERED IN GOOD CONDITION.
 EJ1605
 EJ1605                          STATION RECOVERY (1990)
 EJ1605
 EJ1605'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1698 ***********************************************************************
 EJ1698  DESIGNATION -  LITTLE ROCK SE BASE
 EJ1698  PID         -  EJ1698
 EJ1698  STATE/COUNTY-  AR/PULASKI
 EJ1698  USGS QUAD   -  SWEET HOME (1986)
 EJ1698
 EJ1698                         *CURRENT SURVEY CONTROL
 EJ1698  ___________________________________________________________________
 EJ1698* NAD 83(1997)-  34 43 47.75966(N)    092 09 16.07869(W)     ADJUSTED  
 EJ1698* NAVD 88     -        77.2    (meters)     253.     (feet)  VERTCON   
 EJ1698  ___________________________________________________________________
 EJ1698  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EJ1698  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EJ1698
 EJ1698  HORZ ORDER  -  FIRST
 EJ1698
 EJ1698.The horizontal coordinates were established by classical geodetic methods
 EJ1698.and adjusted by the National Geodetic Survey in September 1999..
 EJ1698
 EJ1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1698
 EJ1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1698
 EJ1698.The geoid height was determined by GEOID03.
 EJ1698
 EJ1698;                    North         East     Units Scale Factor Converg.
 EJ1698;SPC AR S     -   628,859.517   385,852.999   MT  0.99999201   -0 05 11.2
 EJ1698;SPC AR S     - 2,063,183.27  1,265,919.38   sFT  0.99999201   -0 05 11.2
 EJ1698;UTM  15      - 3,843,419.776   577,409.989   MT  0.99967386   +0 28 54.2
 EJ1698
 EJ1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1698!SPC AR S     -   0.99999206  x   0.99999201  =   0.99998407
 EJ1698!UTM  15      -   0.99999206  x   0.99967386  =   0.99966592
 EJ1698
 EJ1698                          SUPERSEDED SURVEY CONTROL
 EJ1698
 EJ1698  NAD 83(1986)-  34 43 47.76861(N)    092 09 16.06891(W) AD(       ) 1
 EJ1698  NAD 27      -  34 43 47.43600(N)    092 09 15.54300(W) AD(       ) 1
 EJ1698  NGVD 29 (07/19/86)   77.2    (m)          253.     (f) VERT ANG       
 EJ1698
 EJ1698.Superseded values are not recommended for survey control.
 EJ1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1698.See file dsdata.txt to determine how the superseded data were derived.
 EJ1698
 EJ1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7741043420(NAD 83)
 EJ1698_MARKER: DS = TRIANGULATION STATION DISK
 EJ1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1698+STABILITY: SURFACE MOTION
 EJ1698
 EJ1698  HISTORY     - Date     Condition        Report By
 EJ1698  HISTORY     - 1916     MONUMENTED       CGS
 EJ1698  HISTORY     - 1935     SEE DESCRIPTION  CGS
 EJ1698
 EJ1698                          STATION DESCRIPTION
 EJ1698
 EJ1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EJ1698'SIX MILES SOUTHEAST FROM THE NEW CAPITOL, 3/4 MILE NORTH OF
 EJ1698'ARKANSAS RIVER, 1/4 MILE SOUTH OF COTTON BELT TRACK, IN SMALL
 EJ1698'PATCH OF GRASS AND WEEDS IN CULTIVATED FIELD, ON PROLONGATION
 EJ1698'OF EAST RAIL TANGENT OF COTTON BELT TRACKS WHICH EXTEND FROM
 EJ1698'DIXIE COTTON MILL SOUTHEAST FOR 4 MILES.  SURFACE AND UNDERGROUND
 EJ1698'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EJ1698'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE.
 EJ1698'ABOUT 25 FEET WEST OF FARM ROAD (PROBABLY TEMPORARY), AND
 EJ1698'ABOUT 200 METERS (656 FEET) FROM STATION IN UNKNOWN
 EJ1698'AZIMUTH.  FOLLOWING DISTANCES AND AZIMUTHS ARE FROM STATION-
 EJ1698'LITTLE ROCK STAND PIPE, 5 MILES, N 87 DEG 38 MIN 34 SEC W,
 EJ1698'CATHOLIC CHURCH, SPIRE, 5 MILES, N 82 DEG 38 MIN 19 SEC W,
 EJ1698'NEW CAPITOL DOME, 5 MILES, N 81 DEG 25 MIN 58 SEC W, TANGENT
 EJ1698'COTTON BELT RAIL, N 65 DEG 39 MIN W.  ELEVATION OF STATION
 EJ1698'MARK IS 77.23 METERS (253.4 FEET).
 EJ1698
 EJ1698                          STATION RECOVERY (1935)
 EJ1698
 EJ1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 EJ1698'THE ORIGINAL DESCRIPTION OF THIS STATION WILL NOT FIT.  THE
 EJ1698'REFERENCE MARK HAS BEEN DESTROYED BY PLOWS.  THE ARKANSAS
 EJ1698'RIVER AT THIS POINT HAS CHANGED ITS COURSE AND IS NOW ABOUT
 EJ1698'1/2 MILE FROM THE COTTON BELT RAILROAD TRACK.  I WAS HELPED
 EJ1698'IN THIS SEARCH BY THE MANAGER OF THE ARKANSAS HOSPITAL FARM
 EJ1698'WHOSE LAND THIS STATION IS ON.  I WAS ALSO TOLD BY HIM OF THE
 EJ1698'DESTRUCTION OF THE REFERENCE MARK.  HE SAID THE MARK WAS
 EJ1698'HAULED OUT OF THE FIELD BY WAGON AND WAS PUT IN THE MULE
 EJ1698'LOT BUT THAT SECTION OF THE FARM HAS CAVED IN THE RIVER.  I
 EJ1698'SPENT SIX HOURS IN SEARCH OF THIS STATION BUT WAS NOT ABLE
 EJ1698'TO LOCATE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1749 ***********************************************************************
 EJ1749  DESIGNATION -  LITTLE ROCK SQUAT TANK
 EJ1749  PID         -  EJ1749
 EJ1749  STATE/COUNTY-  AR/PULASKI
 EJ1749  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1749
 EJ1749                         *CURRENT SURVEY CONTROL
 EJ1749  ___________________________________________________________________
 EJ1749* NAD 83(1997)-  34 45 25.42232(N)    092 18 29.42072(W)     ADJUSTED  
 EJ1749* NAVD 88     -                                                        
 EJ1749  ___________________________________________________________________
 EJ1749  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EJ1749  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ1749
 EJ1749  HORZ ORDER  -  THIRD
 EJ1749
 EJ1749.The horizontal coordinates were established by classical geodetic methods
 EJ1749.and adjusted by the National Geodetic Survey in September 1999..
 EJ1749
 EJ1749
 EJ1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1749
 EJ1749.The geoid height was determined by GEOID03.
 EJ1749
 EJ1749;                    North         East     Units Scale Factor Converg.
 EJ1749;SPC AR S     -   631,900.824   371,784.713   MT  0.99999787   -0 10 20.9
 EJ1749;SPC AR S     - 2,073,161.29  1,219,763.68   sFT  0.99999787   -0 10 20.9
 EJ1749;UTM  15      - 3,846,320.612   563,316.971   MT  0.99964941   +0 23 39.9
 EJ1749
 EJ1749                          SUPERSEDED SURVEY CONTROL
 EJ1749
 EJ1749  NAD 83(1986)-  34 45 25.43383(N)    092 18 29.40951(W) AD(       ) 4
 EJ1749  NAD 27      -  34 45 25.10460(N)    092 18 28.86122(W) AD(       ) 3
 EJ1749
 EJ1749.Superseded values are not recommended for survey control.
 EJ1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1749.See file dsdata.txt to determine how the superseded data were derived.
 EJ1749
 EJ1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6331746321(NAD 83)
 EJ1749_MARKER: 51 = TANK
 EJ1749
 EJ1749  HISTORY     - Date     Condition        Report By
 EJ1749  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1749
 EJ1749                          STATION DESCRIPTION
 EJ1749
 EJ1749'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1715 ***********************************************************************
 EJ1715  DESIGNATION -  LITTLE ROCK WESTWOOD WATER TK
 EJ1715  PID         -  EJ1715
 EJ1715  STATE/COUNTY-  AR/PULASKI
 EJ1715  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1715
 EJ1715                         *CURRENT SURVEY CONTROL
 EJ1715  ___________________________________________________________________
 EJ1715* NAD 83(1997)-  34 42 34.38076(N)    092 21 31.15931(W)     ADJUSTED  
 EJ1715* NAVD 88     -                                                        
 EJ1715  ___________________________________________________________________
 EJ1715  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 EJ1715  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EJ1715
 EJ1715  HORZ ORDER  -  THIRD
 EJ1715
 EJ1715.The horizontal coordinates were established by classical geodetic methods
 EJ1715.and adjusted by the National Geodetic Survey in September 1999..
 EJ1715
 EJ1715
 EJ1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1715
 EJ1715.The geoid height was determined by GEOID03.
 EJ1715
 EJ1715;                    North         East     Units Scale Factor Converg.
 EJ1715;SPC AR S     -   626,645.222   367,144.207   MT  0.99998776   -0 12 02.6
 EJ1715;SPC AR S     - 2,055,918.53  1,204,538.95   sFT  0.99998776   -0 12 02.6
 EJ1715;UTM  15      - 3,841,021.230   558,730.238   MT  0.99964251   +0 21 54.7
 EJ1715
 EJ1715                          SUPERSEDED SURVEY CONTROL
 EJ1715
 EJ1715  NAD 83(1986)-  34 42 34.39214(N)    092 21 31.14921(W) AD(       ) 4
 EJ1715  NAD 27      -  34 42 34.05868(N)    092 21 30.59513(W) AD(       ) 3
 EJ1715
 EJ1715.Superseded values are not recommended for survey control.
 EJ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1715.See file dsdata.txt to determine how the superseded data were derived.
 EJ1715
 EJ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5873041021(NAD 83)
 EJ1715_MARKER: 51 = TANK
 EJ1715
 EJ1715  HISTORY     - Date     Condition        Report By
 EJ1715  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1715
 EJ1715                          STATION DESCRIPTION
 EJ1715
 EJ1715'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1728 ***********************************************************************
 EH1728  DESIGNATION -  LMP 11
 EH1728  PID         -  EH1728
 EH1728  STATE/COUNTY-  AR/JEFFERSON
 EH1728  USGS QUAD   -  CORNERSTONE (1975)
 EH1728
 EH1728                         *CURRENT SURVEY CONTROL
 EH1728  ___________________________________________________________________
 EH1728* NAD 83(1986)-  34 10 26.     (N)    091 40 09.     (W)     SCALED    
 EH1728* NAVD 88     -        58.869  (meters)     193.14   (feet)  ADJUSTED  
 EH1728  ___________________________________________________________________
 EH1728  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EH1728  DYNAMIC HT  -          58.811 (meters)     192.95  (feet)  COMP
 EH1728  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 EH1728
 EH1728  VERT ORDER  -  SECOND    CLASS 0
 EH1728
 EH1728.The horizontal coordinates were scaled from a topographic map and have
 EH1728.an estimated accuracy of +/- 6 seconds.
 EH1728
 EH1728.The orthometric height was determined by differential leveling
 EH1728.and adjusted by the National Geodetic Survey in August 1993..
 EH1728
 EH1728.The geoid height was determined by GEOID03.
 EH1728
 EH1728.The dynamic height is computed by dividing the NAVD 88
 EH1728.geopotential number by the normal gravity value computed on the
 EH1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1728.degrees latitude (g = 980.6199 gals.).
 EH1728
 EH1728.The modeled gravity was interpolated from observed gravity values.
 EH1728
 EH1728;                    North         East    Units  Estimated Accuracy
 EH1728;SPC AR S     -   567,220.      430,500.      MT  (+/- 180 meters Scaled)
 EH1728
 EH1728                          SUPERSEDED SURVEY CONTROL
 EH1728
 EH1728  NAVD 88 (06/15/91)   58.898  (m)          193.23   (f) UNKNOWN     2 0
 EH1728  NGVD 29 (??/??/??)   58.936  (m)          193.36   (f) ADJUSTED    2 0
 EH1728
 EH1728.Superseded values are not recommended for survey control.
 EH1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1728.See file dsdata.txt to determine how the superseded data were derived.
 EH1728
 EH1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT226822(NAD 83)
 EH1728_MARKER: P = PIPE CAP
 EH1728_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1728_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1728_STAMPING: 11
 EH1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1728
 EH1728  HISTORY     - Date     Condition        Report By
 EH1728  HISTORY     - UNK      MONUMENTED       DOD
 EH1728  HISTORY     - 1940     GOOD             CGS
 EH1728  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1728
 EH1728                          STATION DESCRIPTION
 EH1728
 EH1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1728'0.1 MI SE FROM ENGLISH.
 EH1728'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE CROSSING OF STATE
 EH1728'HIGHWAY 88 AT THE GRAMMAR SCHOOL AT ENGLISH, JEFFERSON COUNTY, 1.0
 EH1728'MILE WEST ALONG THE LEVEE ROAD, 7.3 MILES NORTHWEST OF THE LITTLE
 EH1728'BAYOU METO FLOODGATE, 3.8 MILES EAST OF THE KINGS BAYOU FLOODGATE, 66
 EH1728'YARDS WEST OF BENCH MARK 25/26 (U.S.E.), 58 YARDS WEST OF CONCRETE
 EH1728'MILEPOST 25/26, AT THE CROSSING OF A RAMP DOWN THE SIDE OF THE LEVEE,
 EH1728'AND 55 FEET NORTH OF THE CENTER OF THE JUNCTION OF A RAMP LEADING DOWN
 EH1728'THE SIDE OF THE LEVEE.  A STANDARD CAP, STAMPED 11 AND RIVETED ON THE
 EH1728'TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 EH1728
 EH1728                          STATION RECOVERY (2003)
 EH1728
 EH1728'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1517 ***********************************************************************
 EH1517  DESIGNATION -  LMP 18
 EH1517  PID         -  EH1517
 EH1517  STATE/COUNTY-  AR/JEFFERSON
 EH1517  USGS QUAD   -  GILLETT (1972)
 EH1517
 EH1517                         *CURRENT SURVEY CONTROL
 EH1517  ___________________________________________________________________
 EH1517* NAD 83(1986)-  34 04 56.     (N)    091 26 24.     (W)     SCALED    
 EH1517* NAVD 88     -        56.211  (meters)     184.42   (feet)  ADJUSTED  
 EH1517  ___________________________________________________________________
 EH1517  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EH1517  DYNAMIC HT  -          56.156 (meters)     184.24  (feet)  COMP
 EH1517  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 EH1517
 EH1517  VERT ORDER  -  FIRST     CLASS II
 EH1517
 EH1517.The horizontal coordinates were scaled from a topographic map and have
 EH1517.an estimated accuracy of +/- 6 seconds.
 EH1517
 EH1517.The orthometric height was determined by differential leveling
 EH1517.and adjusted by the National Geodetic Survey in August 1993..
 EH1517.WARNING-Repeat measurements at this control monument indicate possible
 EH1517.vertical movement.
 EH1517
 EH1517.The geoid height was determined by GEOID03.
 EH1517
 EH1517.The dynamic height is computed by dividing the NAVD 88
 EH1517.geopotential number by the normal gravity value computed on the
 EH1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1517.degrees latitude (g = 980.6199 gals.).
 EH1517
 EH1517.The modeled gravity was interpolated from observed gravity values.
 EH1517
 EH1517;                    North         East    Units  Estimated Accuracy
 EH1517;SPC AR S     -   557,140.      451,680.      MT  (+/- 180 meters Scaled)
 EH1517
 EH1517                          SUPERSEDED SURVEY CONTROL
 EH1517
 EH1517  NGVD 29 (??/??/??)   56.332  (m)          184.82   (f) ADJUSTED    1 2
 EH1517
 EH1517.Superseded values are not recommended for survey control.
 EH1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1517.See file dsdata.txt to determine how the superseded data were derived.
 EH1517
 EH1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT439723(NAD 83)
 EH1517_MARKER: P = PIPE CAP
 EH1517_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1517_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1517_STAMPING: 18
 EH1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1517
 EH1517  HISTORY     - Date     Condition        Report By
 EH1517  HISTORY     - UNK      MONUMENTED       DOD
 EH1517  HISTORY     - 1955     POOR             CGS
 EH1517
 EH1517                          STATION DESCRIPTION
 EH1517
 EH1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1517'10.0 MI SW FROM GILLETT.
 EH1517'4.2 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1517'SOUTHWSTERN RAILROAD STATION AT GILLETT, THENCE 0.5 MILE WEST ALONG A
 EH1517'GRADED DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD,
 EH1517'THENCE 0.4 MILE WEST ALONG A PRIVATE DIRT ROAD, THENCE 4.3 MILES
 EH1517'NORTHWEST ALONG A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, 600 FEET
 EH1517'WEST OF THE WEST END OF THE BIG BAYOU METO FLOOD GATE, 31 FEET SOUTH
 EH1517'OF THE CENTER LINE OF THE LEVEE, 14 FEET SOUTH OF A WITNESS POST,
 EH1517'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.5 FEET ABOVE THE
 EH1517'GROUND. NOTE-- MARK IS LEANING ABOUT 10 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1514 ***********************************************************************
 EH1514  DESIGNATION -  LMP 19
 EH1514  PID         -  EH1514
 EH1514  STATE/COUNTY-  AR/ARKANSAS
 EH1514  USGS QUAD   -  GILLETT (1972)
 EH1514
 EH1514                         *CURRENT SURVEY CONTROL
 EH1514  ___________________________________________________________________
 EH1514* NAD 83(1986)-  34 04 41.     (N)    091 25 41.     (W)     SCALED    
 EH1514* NAVD 88     -        56.532  (meters)     185.47   (feet)  ADJUSTED  
 EH1514  ___________________________________________________________________
 EH1514  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1514  DYNAMIC HT  -          56.477 (meters)     185.29  (feet)  COMP
 EH1514  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH1514
 EH1514  VERT ORDER  -  SECOND    CLASS 0
 EH1514
 EH1514.The horizontal coordinates were scaled from a topographic map and have
 EH1514.an estimated accuracy of +/- 6 seconds.
 EH1514
 EH1514.The orthometric height was determined by differential leveling
 EH1514.and adjusted by the National Geodetic Survey in August 1993..
 EH1514
 EH1514.The geoid height was determined by GEOID03.
 EH1514
 EH1514.The dynamic height is computed by dividing the NAVD 88
 EH1514.geopotential number by the normal gravity value computed on the
 EH1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1514.degrees latitude (g = 980.6199 gals.).
 EH1514
 EH1514.The modeled gravity was interpolated from observed gravity values.
 EH1514
 EH1514;                    North         East    Units  Estimated Accuracy
 EH1514;SPC AR S     -   556,690.      452,790.      MT  (+/- 180 meters Scaled)
 EH1514
 EH1514                          SUPERSEDED SURVEY CONTROL
 EH1514
 EH1514  NGVD 29 (??/??/??)   56.639  (m)          185.82   (f) ADJUSTED    2 0
 EH1514
 EH1514.Superseded values are not recommended for survey control.
 EH1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1514.See file dsdata.txt to determine how the superseded data were derived.
 EH1514
 EH1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT450719(NAD 83)
 EH1514_MARKER: P = PIPE CAP
 EH1514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1514_STAMPING: 19
 EH1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1514
 EH1514  HISTORY     - Date     Condition        Report By
 EH1514  HISTORY     - UNK      MONUMENTED       DOD
 EH1514  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1514
 EH1514                          STATION DESCRIPTION
 EH1514
 EH1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1514'6.8 MI SW FROM GILLETT.
 EH1514'6.0 MILES SOUTHWEST ALONG A RAVEL ROAD LEADING TO THE BIG BAYOU METO
 EH1514'FLOODGATE FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT GILLETT,
 EH1514'ARKANSAS COUNTY, 0.8 MILE SOUTHEAST ALONG A LOGGING ROAD ON THE
 EH1514'NORTHEAST SIDE OF THE LEVEE, 3.3 MILES WEST OF THE EAST END OF THE
 EH1514'LEVEE, MIDWAY BETWEEN TWO TURNS, AND 6 FEET NORTHEAST OF THE
 EH1514'CENTERLINE OF THE LEVEE.  A STANDARD CAP, STAMPED 19 AND RIVETED ON
 EH1514'THE TOP OF A 3-INCH IRON PIPE PROJECTING 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1744 ***********************************************************************
 EH1744  DESIGNATION -  LMP 2
 EH1744  PID         -  EH1744
 EH1744  STATE/COUNTY-  AR/JEFFERSON
 EH1744  USGS QUAD   -  MOSCOW (1971)
 EH1744
 EH1744                         *CURRENT SURVEY CONTROL
 EH1744  ___________________________________________________________________
 EH1744* NAD 83(1986)-  34 12 29.     (N)    091 47 02.     (W)     SCALED    
 EH1744* NAVD 88     -        60.103  (meters)     197.19   (feet)  ADJUSTED  
 EH1744  ___________________________________________________________________
 EH1744  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1744  DYNAMIC HT  -          60.044 (meters)     196.99  (feet)  COMP
 EH1744  MODELED GRAV-     979,663.0   (mgal)                       NAVD 88
 EH1744
 EH1744  VERT ORDER  -  SECOND    CLASS 0
 EH1744
 EH1744.The horizontal coordinates were scaled from a topographic map and have
 EH1744.an estimated accuracy of +/- 6 seconds.
 EH1744
 EH1744.The orthometric height was determined by differential leveling
 EH1744.and adjusted by the National Geodetic Survey in August 1993..
 EH1744
 EH1744.The geoid height was determined by GEOID03.
 EH1744
 EH1744.The dynamic height is computed by dividing the NAVD 88
 EH1744.geopotential number by the normal gravity value computed on the
 EH1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1744.degrees latitude (g = 980.6199 gals.).
 EH1744
 EH1744.The modeled gravity was interpolated from observed gravity values.
 EH1744
 EH1744;                    North         East    Units  Estimated Accuracy
 EH1744;SPC AR S     -   570,980.      419,920.      MT  (+/- 180 meters Scaled)
 EH1744
 EH1744                          SUPERSEDED SURVEY CONTROL
 EH1744
 EH1744  NAVD 88 (06/15/91)   60.118  (m)          197.24   (f) UNKNOWN     2 0
 EH1744  NGVD 29 (??/??/??)   60.153  (m)          197.35   (f) ADJUSTED    2 0
 EH1744
 EH1744.Superseded values are not recommended for survey control.
 EH1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1744.See file dsdata.txt to determine how the superseded data were derived.
 EH1744
 EH1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT120858(NAD 83)
 EH1744_MARKER: P = PIPE CAP
 EH1744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1744_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1744_STAMPING: 2
 EH1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1744
 EH1744  HISTORY     - Date     Condition        Report By
 EH1744  HISTORY     - UNK      MONUMENTED       DOD
 EH1744  HISTORY     - 1940     GOOD             CGS
 EH1744
 EH1744                          STATION DESCRIPTION
 EH1744
 EH1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1744'3.0 MI S FROM CORNERSTONE.
 EH1744'3.0 MILES SOUTH ALONG A CINDER ROAD FROM THE JUNCTION WITH STATE
 EH1744'HIGHWAY 88 AT CORNERSTONE, JEFFERSON COUNTY, 0.4 MILE EAST ALONG A
 EH1744'DIRT ROAD LEADING THROUGH A FIELD TO THE LEVEE, 1.4 MILES NORTH ALONG
 EH1744'THE LEVEE ROAD, 66 FEET EAST OF THE CENTERLINE OF THE LEVEE, AND 33
 EH1744'FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD CAP, STAMPED 2
 EH1744'AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 10 INCHES
 EH1744'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1511 ***********************************************************************
 EH1511  DESIGNATION -  LMP 20
 EH1511  PID         -  EH1511
 EH1511  STATE/COUNTY-  AR/ARKANSAS
 EH1511  USGS QUAD   -  GILLETT (1972)
 EH1511
 EH1511                         *CURRENT SURVEY CONTROL
 EH1511  ___________________________________________________________________
 EH1511* NAD 83(1986)-  34 03 51.     (N)    091 25 27.     (W)     SCALED    
 EH1511* NAVD 88     -        56.747  (meters)     186.18   (feet)  ADJUSTED  
 EH1511  ___________________________________________________________________
 EH1511  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EH1511  DYNAMIC HT  -          56.692 (meters)     186.00  (feet)  COMP
 EH1511  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EH1511
 EH1511  VERT ORDER  -  SECOND    CLASS 0
 EH1511
 EH1511.The horizontal coordinates were scaled from a topographic map and have
 EH1511.an estimated accuracy of +/- 6 seconds.
 EH1511
 EH1511.The orthometric height was determined by differential leveling
 EH1511.and adjusted by the National Geodetic Survey in August 1993..
 EH1511
 EH1511.The geoid height was determined by GEOID03.
 EH1511
 EH1511.The dynamic height is computed by dividing the NAVD 88
 EH1511.geopotential number by the normal gravity value computed on the
 EH1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1511.degrees latitude (g = 980.6199 gals.).
 EH1511
 EH1511.The modeled gravity was interpolated from observed gravity values.
 EH1511
 EH1511;                    North         East    Units  Estimated Accuracy
 EH1511;SPC AR S     -   555,150.      453,150.      MT  (+/- 180 meters Scaled)
 EH1511
 EH1511                          SUPERSEDED SURVEY CONTROL
 EH1511
 EH1511  NGVD 29 (??/??/??)   56.859  (m)          186.54   (f) ADJUSTED    2 0
 EH1511
 EH1511.Superseded values are not recommended for survey control.
 EH1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1511.See file dsdata.txt to determine how the superseded data were derived.
 EH1511
 EH1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT454703(NAD 83)
 EH1511_MARKER: P = PIPE CAP
 EH1511_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1511_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1511_STAMPING: 20
 EH1511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1511
 EH1511  HISTORY     - Date     Condition        Report By
 EH1511  HISTORY     - UNK      MONUMENTED       DOD
 EH1511  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1511
 EH1511                          STATION DESCRIPTION
 EH1511
 EH1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1511'7.8 MI SW FROM GILLETT.
 EH1511'6.0 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO THE BIG BAYOU METO
 EH1511'FLOODGATE FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT GILLETT,
 EH1511'ARKANSAS COUNTY, 1.8 MILES SOUTHEAST ALONG A LOGGING ROAD ON THE
 EH1511'NORTHEAST SIDE OF THE LEVEE, 2.3 MILES WEST OF THE EAST END OF THE
 EH1511'LEVEE, 530 FEET WEST OF A TURN IN THE LEVEE, AT THE TOP OF THE LEVEE,
 EH1511'AND 5 FEET EAST OF THE CENTERLINE OF THE LEVEE.  A STANDARD CAP,
 EH1511'STAMPED 20 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 15
 EH1511'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1506 ***********************************************************************
 EH1506  DESIGNATION -  LMP 21
 EH1506  PID         -  EH1506
 EH1506  STATE/COUNTY-  AR/ARKANSAS
 EH1506  USGS QUAD   -  GILLETT (1972)
 EH1506
 EH1506                         *CURRENT SURVEY CONTROL
 EH1506  ___________________________________________________________________
 EH1506* NAD 83(1986)-  34 03 24.     (N)    091 24 35.     (W)     SCALED    
 EH1506* NAVD 88     -        57.496  (meters)     188.63   (feet)  ADJUSTED  
 EH1506  ___________________________________________________________________
 EH1506  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EH1506  DYNAMIC HT  -          57.439 (meters)     188.45  (feet)  COMP
 EH1506  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 EH1506
 EH1506  VERT ORDER  -  SECOND    CLASS 0
 EH1506
 EH1506.The horizontal coordinates were scaled from a topographic map and have
 EH1506.an estimated accuracy of +/- 6 seconds.
 EH1506
 EH1506.The orthometric height was determined by differential leveling
 EH1506.and adjusted by the National Geodetic Survey in August 1993..
 EH1506
 EH1506.The geoid height was determined by GEOID03.
 EH1506
 EH1506.The dynamic height is computed by dividing the NAVD 88
 EH1506.geopotential number by the normal gravity value computed on the
 EH1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1506.degrees latitude (g = 980.6199 gals.).
 EH1506
 EH1506.The modeled gravity was interpolated from observed gravity values.
 EH1506
 EH1506;                    North         East    Units  Estimated Accuracy
 EH1506;SPC AR S     -   554,330.      454,490.      MT  (+/- 180 meters Scaled)
 EH1506
 EH1506                          SUPERSEDED SURVEY CONTROL
 EH1506
 EH1506  NGVD 29 (??/??/??)   57.610  (m)          189.01   (f) ADJUSTED    2 0
 EH1506
 EH1506.Superseded values are not recommended for survey control.
 EH1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1506.See file dsdata.txt to determine how the superseded data were derived.
 EH1506
 EH1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT467695(NAD 83)
 EH1506_MARKER: P = PIPE CAP
 EH1506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1506_STAMPING: 21
 EH1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1506
 EH1506  HISTORY     - Date     Condition        Report By
 EH1506  HISTORY     - UNK      MONUMENTED       DOD
 EH1506  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1506
 EH1506                          STATION DESCRIPTION
 EH1506
 EH1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1506'7.0 MI SW FROM GILLETT.
 EH1506'4.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS SOUTHWESTERN
 EH1506'RAILWAY STATION AT GILLETT, ARKANSAS COUNTY, 0.5 MILE WEST ALONG A
 EH1506'FIELD ROAD, 0.3 MILE SOUTH ALONG A DIRT ROAD, 0.4 MILE WEST ALONG A
 EH1506'LOGGING ROAD LEADING TO THE END OF THE LEVEE, 1.4 MILES ALONG THE
 EH1506'LOGGING ROAD PARALLELING THE FOOT OF THE LEVEE, 2.6 MILES EAST OF THE
 EH1506'BIG BAYOU METO FLOODGATE, 38 YARD EAST OF CORPS OF ENGINEERS, U. S.
 EH1506'ARMY, STATION 48+12 33, AT THE TOP OF LEVEE, AND 6 FEET NORTH OF THE
 EH1506'CENTERLINE OF THE LEVEE.  A STANDARD CAP, STAMPED 21 AND RIVETED ON
 EH1506'THE TOP OF A 3-INCH IRON PIPE PROJECTING 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1504 ***********************************************************************
 EH1504  DESIGNATION -  LMP 22
 EH1504  PID         -  EH1504
 EH1504  STATE/COUNTY-  AR/ARKANSAS
 EH1504  USGS QUAD   -  GILLETT (1972)
 EH1504
 EH1504                         *CURRENT SURVEY CONTROL
 EH1504  ___________________________________________________________________
 EH1504* NAD 83(1986)-  34 03 03.     (N)    091 23 43.     (W)     SCALED    
 EH1504* NAVD 88     -        56.513  (meters)     185.41   (feet)  ADJUSTED  
 EH1504  ___________________________________________________________________
 EH1504  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1504  DYNAMIC HT  -          56.457 (meters)     185.23  (feet)  COMP
 EH1504  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EH1504
 EH1504  VERT ORDER  -  SECOND    CLASS 0
 EH1504
 EH1504.The horizontal coordinates were scaled from a topographic map and have
 EH1504.an estimated accuracy of +/- 6 seconds.
 EH1504
 EH1504.The orthometric height was determined by differential leveling
 EH1504.and adjusted by the National Geodetic Survey in August 1993..
 EH1504
 EH1504.The geoid height was determined by GEOID03.
 EH1504
 EH1504.The dynamic height is computed by dividing the NAVD 88
 EH1504.geopotential number by the normal gravity value computed on the
 EH1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1504.degrees latitude (g = 980.6199 gals.).
 EH1504
 EH1504.The modeled gravity was interpolated from observed gravity values.
 EH1504
 EH1504;                    North         East    Units  Estimated Accuracy
 EH1504;SPC AR S     -   553,690.      455,830.      MT  (+/- 180 meters Scaled)
 EH1504
 EH1504                          SUPERSEDED SURVEY CONTROL
 EH1504
 EH1504  NGVD 29 (??/??/??)   56.630  (m)          185.79   (f) ADJUSTED    2 0
 EH1504
 EH1504.Superseded values are not recommended for survey control.
 EH1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1504.See file dsdata.txt to determine how the superseded data were derived.
 EH1504
 EH1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT481689(NAD 83)
 EH1504_MARKER: P = PIPE CAP
 EH1504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1504_STAMPING: 22
 EH1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1504
 EH1504  HISTORY     - Date     Condition        Report By
 EH1504  HISTORY     - UNK      MONUMENTED       DOD
 EH1504  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1504
 EH1504                          STATION DESCRIPTION
 EH1504
 EH1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1504'5.7 MI SW FROM GILLETT.
 EH1504'4.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS SOUTHWESTERN
 EH1504'RAILWAY STATION AT GILLETT, ARKANSAS COUNTY, 0.5 MILE WEST ALONG A
 EH1504'FIELD ROAD, 0.3 MILE SOUTH ALONG A DIRT ROAD, 0.5 MILE WEST ALONG A
 EH1504'LOGGING ROAD LEADING TO THE END OF THE LEVEE, 3.5 MILES EAST OF THE
 EH1504'BIG BAY METO FLOODGATE, AND 0.2 MILE WEST OF A SMALL FLOODGATE NEAR
 EH1504'THE EAST END OF THE LEVEE, AND 5 FEET NORTH OF THE CENTERLINE OF THE
 EH1504'LEVEE.  A STANDARD CAP, STAMPED 22 AND RIVETED ON THE TOP OF A 3-INCH
 EH1504'IRON PIPE PROJECTING 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1742 ***********************************************************************
 EH1742  DESIGNATION -  LMP 3
 EH1742  PID         -  EH1742
 EH1742  STATE/COUNTY-  AR/JEFFERSON
 EH1742  USGS QUAD   -  MOSCOW (1971)
 EH1742
 EH1742                         *CURRENT SURVEY CONTROL
 EH1742  ___________________________________________________________________
 EH1742* NAD 83(1986)-  34 11 49.     (N)    091 46 37.     (W)     SCALED    
 EH1742* NAVD 88     -        62.346  (meters)     204.55   (feet)  ADJUSTED  
 EH1742  ___________________________________________________________________
 EH1742  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1742  DYNAMIC HT  -          62.285 (meters)     204.35  (feet)  COMP
 EH1742  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 EH1742
 EH1742  VERT ORDER  -  SECOND    CLASS 0
 EH1742
 EH1742.The horizontal coordinates were scaled from a topographic map and have
 EH1742.an estimated accuracy of +/- 6 seconds.
 EH1742
 EH1742.The orthometric height was determined by differential leveling
 EH1742.and adjusted by the National Geodetic Survey in August 1993..
 EH1742
 EH1742.The geoid height was determined by GEOID03.
 EH1742
 EH1742.The dynamic height is computed by dividing the NAVD 88
 EH1742.geopotential number by the normal gravity value computed on the
 EH1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1742.degrees latitude (g = 980.6199 gals.).
 EH1742
 EH1742.The modeled gravity was interpolated from observed gravity values.
 EH1742
 EH1742;                    North         East    Units  Estimated Accuracy
 EH1742;SPC AR S     -   569,750.      420,560.      MT  (+/- 180 meters Scaled)
 EH1742
 EH1742                          SUPERSEDED SURVEY CONTROL
 EH1742
 EH1742  NAVD 88 (06/15/91)   62.362  (m)          204.60   (f) UNKNOWN     2 0
 EH1742  NGVD 29 (??/??/??)   62.397  (m)          204.71   (f) ADJUSTED    2 0
 EH1742
 EH1742.Superseded values are not recommended for survey control.
 EH1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1742.See file dsdata.txt to determine how the superseded data were derived.
 EH1742
 EH1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT126846(NAD 83)
 EH1742_MARKER: P = PIPE CAP
 EH1742_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1742_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1742_STAMPING: 3
 EH1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1742
 EH1742  HISTORY     - Date     Condition        Report By
 EH1742  HISTORY     - UNK      MONUMENTED       DOD
 EH1742  HISTORY     - 1940     GOOD             CGS
 EH1742
 EH1742                          STATION DESCRIPTION
 EH1742
 EH1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1742'3.0 MI S FROM CORNERSTONE.
 EH1742'3.0 MILES SOUTH ALONG A CINDER ROAD FROM THE JUNCTION WITH STATE
 EH1742'HIGHWAY 88 AT CORNERSTONE, JEFFERSON COUNTY, 0.4 MILE EAST ALONG A
 EH1742'ROAD LEADING THROUGH A FIELD TO THE LEVEE, 2.1 MILES NORTH ALONG THE
 EH1742'LEVEE ROAD, 55 YARDS WEST OF A WIRE FENCE, AND 14 FEET EAST OF THE
 EH1742'CENTERLINE OF THE ROAD.  A STANDARD CAP, STAMPED 3 AND RIVETED ON THE
 EH1742'TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1740 ***********************************************************************
 EH1740  DESIGNATION -  LMP 4
 EH1740  PID         -  EH1740
 EH1740  STATE/COUNTY-  AR/JEFFERSON
 EH1740  USGS QUAD   -  MOSCOW (1971)
 EH1740
 EH1740                         *CURRENT SURVEY CONTROL
 EH1740  ___________________________________________________________________
 EH1740* NAD 83(1986)-  34 11 10.     (N)    091 46 16.     (W)     SCALED    
 EH1740* NAVD 88     -        61.849  (meters)     202.92   (feet)  ADJUSTED  
 EH1740  ___________________________________________________________________
 EH1740  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1740  DYNAMIC HT  -          61.789 (meters)     202.72  (feet)  COMP
 EH1740  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 EH1740
 EH1740  VERT ORDER  -  SECOND    CLASS 0
 EH1740
 EH1740.The horizontal coordinates were scaled from a topographic map and have
 EH1740.an estimated accuracy of +/- 6 seconds.
 EH1740
 EH1740.The orthometric height was determined by differential leveling
 EH1740.and adjusted by the National Geodetic Survey in August 1993..
 EH1740
 EH1740.The geoid height was determined by GEOID03.
 EH1740
 EH1740.The dynamic height is computed by dividing the NAVD 88
 EH1740.geopotential number by the normal gravity value computed on the
 EH1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1740.degrees latitude (g = 980.6199 gals.).
 EH1740
 EH1740.The modeled gravity was interpolated from observed gravity values.
 EH1740
 EH1740;                    North         East    Units  Estimated Accuracy
 EH1740;SPC AR S     -   568,550.      421,100.      MT  (+/- 180 meters Scaled)
 EH1740
 EH1740                          SUPERSEDED SURVEY CONTROL
 EH1740
 EH1740  NAVD 88 (06/15/91)   61.867  (m)          202.98   (f) UNKNOWN     2 0
 EH1740  NGVD 29 (??/??/??)   61.903  (m)          203.09   (f) ADJUSTED    2 0
 EH1740
 EH1740.Superseded values are not recommended for survey control.
 EH1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1740.See file dsdata.txt to determine how the superseded data were derived.
 EH1740
 EH1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT132834(NAD 83)
 EH1740_MARKER: P = PIPE CAP
 EH1740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1740_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1740_STAMPING: 4
 EH1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1740
 EH1740  HISTORY     - Date     Condition        Report By
 EH1740  HISTORY     - UNK      MONUMENTED       DOD
 EH1740  HISTORY     - 1940     GOOD             CGS
 EH1740
 EH1740                          STATION DESCRIPTION
 EH1740
 EH1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1740'1.2 MI W FROM SWAN LAKE.
 EH1740'1.2 MILES WEST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1740'SWAN LAKE, JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD LEADING
 EH1740'THROUGH A FIELD TO THE LEVEE, 2.0 MILES WEST ALONG A ROAD PARALLELING,
 EH1740'THE LEVEE, 1.7 MILES WEST ALONG THE LEVEE ROAD, 0.3 MILE EAST OF
 EH1740'CONCRETE MILEPOST 18/19, 0.1 MILE WEST OF BENCH MARK LITTLE ROCK
 EH1740'DISTRICT 3 (U.S.E) AT THE NORTH EDGE OF THE NEW LEVEE, 34 YARDS SOUTH
 EH1740'OF THE CENTERLINE OF THE NEW LEVEE, AND 5 FEET NORTH OF THE CENTERLINE
 EH1740'OF A SHORT SECTION OF THE OLD LEVEE.  A STANDARD DISK, STAMPED 4 AND
 EH1740'RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 15 INCHES ABOVE
 EH1740'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1738 ***********************************************************************
 EH1738  DESIGNATION -  LMP 5
 EH1738  PID         -  EH1738
 EH1738  STATE/COUNTY-  AR/JEFFERSON
 EH1738  USGS QUAD   -  MOSCOW (1971)
 EH1738
 EH1738                         *CURRENT SURVEY CONTROL
 EH1738  ___________________________________________________________________
 EH1738* NAD 83(1986)-  34 11 22.     (N)    091 45 17.     (W)     SCALED    
 EH1738* NAVD 88     -        60.182  (meters)     197.45   (feet)  ADJUSTED  
 EH1738  ___________________________________________________________________
 EH1738  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1738  DYNAMIC HT  -          60.123 (meters)     197.25  (feet)  COMP
 EH1738  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 EH1738
 EH1738  VERT ORDER  -  SECOND    CLASS 0
 EH1738
 EH1738.The horizontal coordinates were scaled from a topographic map and have
 EH1738.an estimated accuracy of +/- 6 seconds.
 EH1738
 EH1738.The orthometric height was determined by differential leveling
 EH1738.and adjusted by the National Geodetic Survey in August 1993..
 EH1738
 EH1738.The geoid height was determined by GEOID03.
 EH1738
 EH1738.The dynamic height is computed by dividing the NAVD 88
 EH1738.geopotential number by the normal gravity value computed on the
 EH1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1738.degrees latitude (g = 980.6199 gals.).
 EH1738
 EH1738.The modeled gravity was interpolated from observed gravity values.
 EH1738
 EH1738;                    North         East    Units  Estimated Accuracy
 EH1738;SPC AR S     -   568,920.      422,610.      MT  (+/- 180 meters Scaled)
 EH1738
 EH1738                          SUPERSEDED SURVEY CONTROL
 EH1738
 EH1738  NAVD 88 (06/15/91)   60.201  (m)          197.51   (f) UNKNOWN     2 0
 EH1738  NGVD 29 (??/??/??)   60.238  (m)          197.63   (f) ADJUSTED    2 0
 EH1738
 EH1738.Superseded values are not recommended for survey control.
 EH1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1738.See file dsdata.txt to determine how the superseded data were derived.
 EH1738
 EH1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT147838(NAD 83)
 EH1738_MARKER: P = PIPE CAP
 EH1738_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1738_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1738_STAMPING: 5
 EH1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1738
 EH1738  HISTORY     - Date     Condition        Report By
 EH1738  HISTORY     - UNK      MONUMENTED       DOD
 EH1738  HISTORY     - 1940     GOOD             CGS
 EH1738  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1738
 EH1738                          STATION DESCRIPTION
 EH1738
 EH1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1738'1.2 MI W FROM SWAN LAKE.
 EH1738'1.2 MILES WEST ALONG STATE HIGHWAY 88 FROM THE MORGAN GENERAL STORE AT
 EH1738'SWAN LAKE, JEFFERSON COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD LEADING
 EH1738'THROUGH A FIELD TO THE LEVEE, 2.0 MILES WEST ALONG A ROAD PARALLELING
 EH1738'THE LEVEE, 0.8 MILE WEST ALONG THE LEVEE ROAD, 0.2 MILE EAST OF
 EH1738'CONCRETE MILEPOST 19/20, 0.1 MILE EAST OF A SHARP CURVE IN THE LEVEE,
 EH1738'AND 33 FEET NORTH OF THE CENTERLINE OF THE LEVEE ROAD.  A STANDARD
 EH1738'CAP, STAMPED 5 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 EH1738'25 INCHES ABOVE GROUND.
 EH1738
 EH1738                          STATION RECOVERY (2003)
 EH1738
 EH1738'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1480 ***********************************************************************
 FF1480  DESIGNATION -  LOCK
 FF1480  PID         -  FF1480
 FF1480  STATE/COUNTY-  AR/LONOKE
 FF1480  USGS QUAD   -  BEEBE (1994)
 FF1480
 FF1480                         *CURRENT SURVEY CONTROL
 FF1480  ___________________________________________________________________
 FF1480* NAD 83(1986)-  35 01 26.     (N)    091 57 24.     (W)     SCALED    
 FF1480* NAVD 88     -        77.72   (+/-2cm)     255.0    (feet)  VERTCON   
 FF1480  ___________________________________________________________________
 FF1480  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1480
 FF1480  VERT ORDER  -  ? (See Below)
 FF1480
 FF1480.The horizontal coordinates were scaled from a topographic map and have
 FF1480.an estimated accuracy of +/- 6 seconds.
 FF1480
 FF1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1480.The vertical order pertains to the NGVD 29 superseded value.
 FF1480
 FF1480.The geoid height was determined by GEOID03.
 FF1480
 FF1480;                    North         East    Units  Estimated Accuracy
 FF1480;SPC AR S     -   661,460.      403,960.      MT  (+/- 180 meters Scaled)
 FF1480
 FF1480                          SUPERSEDED SURVEY CONTROL
 FF1480
 FF1480  NGVD 29 (??/??/??)   77.715  (m)          254.97   (f) ADJUSTED    ?  
 FF1480
 FF1480.Superseded values are not recommended for survey control.
 FF1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1480.See file dsdata.txt to determine how the superseded data were derived.
 FF1480
 FF1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU951761(NAD 83)
 FF1480_MARKER: DD = SURVEY DISK
 FF1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1480_STAMPING: LOCK 1934
 FF1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1480+STABILITY: SURFACE MOTION
 FF1480
 FF1480  HISTORY     - Date     Condition        Report By
 FF1480  HISTORY     - 1934     MONUMENTED       ARGS
 FF1480  HISTORY     - 1955     GOOD             CGS
 FF1480
 FF1480                          STATION DESCRIPTION
 FF1480
 FF1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1480'0.5 MI SW FROM WARD.
 FF1480'0.5 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1480'STATION AT WARD, ON A SMALL KNOLL, 34 FEET NORTHWEST OF THE
 FF1480'NORTHWEST RAIL OF THE NORTHWEST TRACK, 55 FEET SOUTHEAST OF THE
 FF1480'CENTER LINE OF U.S. HIGHWAY 67, 71 FEET NORTHEAST OF A TELEPHONE
 FF1480'POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 FF1480'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0147 ***********************************************************************
 DL0147  DESIGNATION -  LOCK 6 BOLT
 DL0147  PID         -  DL0147
 DL0147  STATE/COUNTY-  AR/UNION
 DL0147  USGS QUAD   -  FELSENTHAL DAM (1981)
 DL0147
 DL0147                         *CURRENT SURVEY CONTROL
 DL0147  ___________________________________________________________________
 DL0147* NAD 83(1986)-  33 01 54.     (N)    092 05 19.     (W)     SCALED    
 DL0147* NAVD 88     -        19.87   (+/-2cm)      65.2    (feet)  VERTCON   
 DL0147  ___________________________________________________________________
 DL0147  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DL0147
 DL0147  VERT ORDER  -  ? (See Below)
 DL0147
 DL0147.The horizontal coordinates were scaled from a topographic map and have
 DL0147.an estimated accuracy of +/- 6 seconds.
 DL0147
 DL0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0147.The vertical order pertains to the NGVD 29 superseded value.
 DL0147
 DL0147.The geoid height was determined by GEOID03.
 DL0147
 DL0147;                    North         East    Units  Estimated Accuracy
 DL0147;SPC AR S     -   440,490.      391,720.      MT  (+/- 180 meters Scaled)
 DL0147
 DL0147                          SUPERSEDED SURVEY CONTROL
 DL0147
 DL0147  NGVD 29 (??/??/92)   19.939  (m)           65.42   (f) ADJ UNCH    ?  
 DL0147
 DL0147.Superseded values are not recommended for survey control.
 DL0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0147.See file dsdata.txt to determine how the superseded data were derived.
 DL0147
 DL0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS851551(NAD 83)
 DL0147_MARKER: B = BOLT
 DL0147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0147_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0147
 DL0147  HISTORY     - Date     Condition        Report By
 DL0147  HISTORY     - UNK      MONUMENTED       USE
 DL0147  HISTORY     - 1934     GOOD             NGS
 DL0147
 DL0147                          STATION DESCRIPTION
 DL0147
 DL0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0147'1.5 MI E FROM FELSENTHAL.
 DL0147'1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM FELSENTHAL,
 DL0147'THENCE 3.5 MILES SOUTHEAST ALONG A ROAD PARALLELING THE LOWER PART OF
 DL0147'GRAND MARAIS LAKE AND OUACHITA RIVER, ON THE RIVER, AT LOCK 6, 30 FEET
 DL0147'DOWNSTREAM FROM LINE QUOIN CENTER, 33 FEET BELOW THE AXIS OF THE DAM,
 DL0147'AND 5 FEET BACK OF THE RIVERFACE OF THE LAND LOCK WALL.  A COPPER
 DL0147'BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDERGROUND,
 DL0147'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 DL0147'ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0940 ***********************************************************************
 FH0940  DESIGNATION -  LOCKE TOWER
 FH0940  PID         -  FH0940
 FH0940  STATE/COUNTY-  AR/CRAWFORD
 FH0940  USGS QUAD   -  FERN (1983)
 FH0940
 FH0940                         *CURRENT SURVEY CONTROL
 FH0940  ___________________________________________________________________
 FH0940* NAD 83(1997)-  35 38 58.00197(N)    094 04 43.70890(W)     ADJUSTED  
 FH0940* NAVD 88     -       544.4    (meters)    1786.     (feet)  VERTCON   
 FH0940  ___________________________________________________________________
 FH0940  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FH0940  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FH0940
 FH0940  HORZ ORDER  -  FIRST
 FH0940
 FH0940.The horizontal coordinates were established by classical geodetic methods
 FH0940.and adjusted by the National Geodetic Survey in September 1999..
 FH0940
 FH0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0940
 FH0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0940
 FH0940.The geoid height was determined by GEOID03.
 FH0940
 FH0940;                    North         East     Units Scale Factor Converg.
 FH0940;SPC AR N     -   147,998.687   211,766.923   MT  0.99993658   -1 12 34.8
 FH0940;SPC AR N     -   485,559.03    694,771.98   sFT  0.99993658   -1 12 34.8
 FH0940;UTM  15      - 3,945,603.810   402,339.244   MT  0.99971753   -0 37 43.7
 FH0940
 FH0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0940!SPC AR N     -   0.99991905  x   0.99993658  =   0.99985563
 FH0940!UTM  15      -   0.99991905  x   0.99971753  =   0.99963660
 FH0940
 FH0940|---------------------------------------------------------------------|
 FH0940| PID    Reference Object                     Distance      Geod. Az  |
 FH0940|                                                           dddmmss.s |
 FH0940| CI2352 LOCKE TOWER RM 1                     17.186 METERS 00037     |
 FH0940| CI2353 LOCKE TOWER RM 2                     23.254 METERS 09817     |
 FH0940| CI2351 LOCKE TOWER AZ MK                                  2712154.4 |
 FH0940|---------------------------------------------------------------------|
 FH0940
 FH0940                          SUPERSEDED SURVEY CONTROL
 FH0940
 FH0940  NAD 83(1997)-  35 38 58.01187(N)    094 04 43.70768(W) AD(       ) 1
 FH0940  NAD 83(1986)-  35 38 58.01115(N)    094 04 43.70365(W) AD(       ) 1
 FH0940  NAD 27      -  35 38 57.71500(N)    094 04 42.98200(W) AD(       ) 1
 FH0940  NGVD 29 (07/19/86)  544.3    (m)         1786.     (f) VERT ANG       
 FH0940
 FH0940.Superseded values are not recommended for survey control.
 FH0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0940.See file dsdata.txt to determine how the superseded data were derived.
 FH0940
 FH0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0233945604(NAD 83)
 FH0940_MARKER: DS = TRIANGULATION STATION DISK
 FH0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0940
 FH0940  HISTORY     - Date     Condition        Report By
 FH0940  HISTORY     - 1935     MONUMENTED       CGS
 FH0940  HISTORY     - 1960     GOOD             CGS
 FH0940  HISTORY     - 1971     GOOD             NGS
 FH0940
 FH0940                          STATION DESCRIPTION
 FH0940
 FH0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0940'THIS INTERSECTION STATION IS ABOUT 6 MILES ENE OF MOUNTAINBURG,
 FH0940'ABOUT 2 MILES S OF LOCKE (SANDPOINT), IN THE SOUTHWESTERN
 FH0940'PART OF THE WESTERN DIVISION OF THE OZARK NATIONAL FOREST,
 FH0940'ABOUT 1/4 MILE W OF THE CRAWFORD-FRANKLIN COUNTY LINE, ABOUT
 FH0940'3/4 MILE S OF THE NW CORNER OF THE SOUTHWESTERN PART OF
 FH0940'FRANKLIN COUNTY, IN THE SW 1/4 OF THE SW 1/4 SEC. 4, T 11 N,
 FH0940'R 29 W, ON TOP OF THE HIGHEST HILL IN THE VICINITY.  MARK
 FH0940'IS STAMPED LOCKE TOWER 1935, AND IS SET UNDER THE CENTER
 FH0940'OF THE TOP OF LOCKE LOOKOUT TOWER OF THE U.S. FOREST SERVICE.
 FH0940'THE TOWER IS A STANDARD SQUARE SKELETON STEEL FOREST SERVICE
 FH0940'LOOKOUT TOWER.  IT IS ABOUT 100 FEET HIGH AND WAS ERECTED
 FH0940'IN 1934.  THE MARK PROJECTS 2 INCHES ABOVE THE GROUND.
 FH0940'
 FH0940'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 FH0940'DISKS SET IN CONCRETE.
 FH0940'
 FH0940'AZIMUTH MARK IS W OF THE STATION AT THE W EDGE OF A CULTIVATED
 FH0940'FIELD ON TOP OF THE FIRST LOW HILL W OF THE STATION, AND
 FH0940'IS ABOUT 4 FEET E OF A RAIL FENCE BETWEEN THE FIELD AND
 FH0940'A WAGON ROAD, AND ABOUT 75 FEET S OF THE N END OF THE FIELD.
 FH0940'THE MARK PROJECTS 2 INCHES.
 FH0940'
 FH0940'TO REACH FROM STATION FOLLOW TRAIL TOWARD ROAD FOR 1/2 MILE
 FH0940'TO A TRAIL LEADING W TOWARD HOUSE.  FOLLOW THIS TRAIL TO
 FH0940'HOUSE, PASS HOUSE AND CONTINUE FOR TOTAL DISTANCE OF 0.3
 FH0940'MILE TO FORK AT RAIL FENCE CORNER.  TAKE RIGHT FORK AND
 FH0940'FOLLOW ROAD ALONG RAIL FENCE FOR 0.1 MILE TO SECOND FORK.
 FH0940'TAKE LEFT FORK AND CONTINUE ON ROAD ALONG RAIL FENCE FOR
 FH0940'0.1 MILE TO THE MARK ON THE LEFT ACROSS RAIL FENCE.
 FH0940'
 FH0940'TO REACH THE STATION FROM MOUNTAINBURG FOLLOW GRAVEL ROAD
 FH0940'N NEARLY PARALLEL TO HIGHWAY FOR 0.3 MILE, THENCE RIGHT
 FH0940'FOLLOWING MAIN ROAD UP MOUNTAIN FOR 2.8 MILES TO A T-ROAD,
 FH0940'THENCE LEFT 4.15 MILES TO DIM ROAD TO RIGHT UP A STEEP HILL.
 FH0940'TURN RIGHT AND FOLLOW MAIN ROAD 0.35 MILE TO FORK.  TAKE
 FH0940'LEFT FORK, PASS THRU GATE AND PASS HOUSE AND CONTINUE ON
 FH0940'ROAD TO STATION UNDER LOOKOUT TOWER.
 FH0940'
 FH0940'STATION LOVELL IS VISIBLE FROM THE GROUND.
 FH0940
 FH0940                          STATION RECOVERY (1960)
 FH0940
 FH0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH0940'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FH0940'THIS IS AN INTERSECTION STATION AND JUST STATION AND AZIMUTH
 FH0940'MARKS SET.
 FH0940'
 FH0940'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FH0940'TO REACH THIS MARK FROM THE STATION, GO BACK TOWARD MAIN
 FH0940'ROAD FOR ABOUT 0.5 MILE TO FORKS, TURN SHARP LEFT AND GO
 FH0940'WESTERLY FOR 0.3 MILE TO FORKS, TAKE RIGHT FORK FOR 0.2
 FH0940'MILE TO A BOARD GATE ON RIGHT AND AZIMUTH MARK ON LEFT.
 FH0940'IT IS 5 FEET EAST OF A WIRE FENCE AND JUST SOUTH OF A SMALL
 FH0940'PINE TREE.
 FH0940'
 FH0940'THE MILEAGE WAS NOT CHECKED FROM MOUNTAINBURG BUT FOLLOW
 FH0940'THE LOCKE ROAD AS DESCRIBED.  THE LOCKE ROAD IS THE FIRST
 FH0940'ROAD LEADING EAST TO NORTH OF THE STOP LIGHT ON U.S. HIGHWAY
 FH0940'71 IN MOUNTAINBURG.
 FH0940
 FH0940                          STATION RECOVERY (1971)
 FH0940
 FH0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0940'RM 1 TO RM 2 OBSTRUCTED BY TREES.
 FH0940'
 FH0940'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 FH0940'CONDITION.  THE DISTANCE AND DIRECTION TO THE AZIMUTH MARK CHECKED
 FH0940'WITH THE ORIGINAL DESCRIPTION.  THE LOOKOUT TOWER THAT WAS OVER THE
 FH0940'STATION HAS BEEN DISMANTLED.  REFERENCE MARKS 1 AND 2 WERE
 FH0940'ESTABLISHED AT THIS TIME.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION
 FH0940'FOLLOWS.
 FH0940'
 FH0940'THE STATION IS LOCATED 10-1/2 MILES NORTH AND 14-1/2 MILES WEST OF
 FH0940'OZARK, 1-1/2 MILES NORTH AND 5 MILES EAST OF MOUNTAINBURG, 2 MILES
 FH0940'SOUTH AND 5 MILES EAST OF CHESTER, IN THE SOUTHWEST 1/4 SECTION OF
 FH0940'SECTION 4, R. 29 W., T. 11 N., AND ON PROPERTY OF THE OZARK
 FH0940'NATIONAL FOREST.
 FH0940'
 FH0940'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAINBURG, GO NORTH
 FH0940'ON U. S. HIGHWAY 71 FOR 0.35 MILE TO A PAVED ROAD ON THE RIGHT.
 FH0940'TURN RIGHT AND GO UP HILL FOLLOWING MAIN ROAD EAST FOR 2.9 MILES TO
 FH0940'A T ROAD AND SIGN LOCKE 5.  TURN LEFT AND GO NORTH AND NORTHEAST
 FH0940'ON ROAD 1007 FOR 3.7 MILES TO A FORK.  KEEP LEFT AND FOLLOW MAIN
 FH0940'ROAD NORTHEASTERLY FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN
 FH0940'RIGHT AND FOLLOW ROAD 1712 UP HILL FOR 0.2 MILE TO A FORK.  (TO
 FH0940'REACH THE AZIMUTH FROM HERE, KEEP RIGHT AND GO WESTERLY FOR
 FH0940'0.3 MILE TO A CROSSROAD.  CONTINUE AHEAD AND FOLLOW MAIN ROAD
 FH0940'SOUTHWEST FOR 0.2 MILE TO A WIRE GATE ON LEFT AND MARK.) KEEP LEFT
 FH0940'AND CONTINUE AHEAD SOUTHERLY FOR 0.35 MILE TO THE STATION ON
 FH0940'RIGHT AS DESCRIBED.
 FH0940'
 FH0940'STATION MARK IS A STANDARD DISK STAMPED LOCKE TOWER 1935.  THE
 FH0940'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 FH0940'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 65.5 FEET
 FH0940'WEST OF THE CENTER OF A BLADED ROAD, 4 FEET EAST OF A METAL
 FH0940'WITNESS POST AND IN THE CENTER OF FOUR CONCRETE PILLAR FOUNDATIONS
 FH0940'WHERE THE LOOKOUT TOWER ONCE WAS LOCATED.
 FH0940'
 FH0940'REFERENCE MARK 1, A STANDARD DISK STAMPED LOCKE TOWER 1935 NO 1
 FH0940'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FH0940'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 67 FEET
 FH0940'WEST OF THE CENTER OF THE BLADED ROAD, 30.5 FEET EAST OF A LARGE
 FH0940'PINE TREE AND IS 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 FH0940'
 FH0940'REFERENCE MARK 2, A STANDARD DISK STAMPED LOCKE TOWER 1935 NO 2
 FH0940'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FH0940'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET
 FH0940'EAST OF THE METAL WITNESS POST, 25.5 FEET SOUTHWEST OF A LARGE TWIN
 FH0940'TRUNK OAK TREE, 13.5 FEET WEST OF THE FENCE LINE, 10.5 FEET EAST OF
 FH0940'THE CENTER OF THE ROAD AND 2 FEET LOWER IN ELEVATION THAN THE
 FH0940'STATION.
 FH0940'
 FH0940'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED LOCKE TOWER 1935
 FH0940'AZIMUTH, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 FH0940'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET EAST OF
 FH0940'THE CENTER OF A BLADED ROAD, 10.7 FEET SOUTH-SOUTHEAST OF AN
 FH0940'8-INCH LOCUST TREE WITH A TRIANGLE BLAZE ON IT, 8 FEET
 FH0940'SOUTHEAST OF THE CENTER OF THE OLD WIRE GATE AND 6.6 FEET EAST
 FH0940'OF A METAL WITNESS POST.
 FH0940'
 FH0940'THIS STATION WAS ESTABLISHED AS A MARKED INTERSECTION STATION.
 FH0940'
 FH0940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 FH0940'EAST-NORTHEAST OF MOUNTAINBURG.
 FH0940'
 FH0940'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1170 ***********************************************************************
 DM1170  DESIGNATION -  LOCKESBURG MUNICIPAL TANK
 DM1170  PID         -  DM1170
 DM1170  STATE/COUNTY-  AR/SEVIER
 DM1170  USGS QUAD   -  LOCKESBURG (1978)
 DM1170
 DM1170                         *CURRENT SURVEY CONTROL
 DM1170  ___________________________________________________________________
 DM1170* NAD 83(1997)-  33 58 07.10681(N)    094 10 01.43876(W)     ADJUSTED  
 DM1170* NAVD 88     -                                                        
 DM1170  ___________________________________________________________________
 DM1170  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DM1170  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DM1170
 DM1170  HORZ ORDER  -  THIRD
 DM1170
 DM1170.The horizontal coordinates were established by classical geodetic methods
 DM1170.and adjusted by the National Geodetic Survey in September 1999..
 DM1170
 DM1170
 DM1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1170
 DM1170.The geoid height was determined by GEOID03.
 DM1170
 DM1170;                    North         East     Units Scale Factor Converg.
 DM1170;SPC AR S     -   546,524.216   199,753.656   MT  0.99991913   -1 12 46.4
 DM1170;SPC AR S     - 1,793,054.87    655,358.45   sFT  0.99991913   -1 12 46.4
 DM1170;UTM  15      - 3,759,292.532   392,181.543   MT  0.99974330   -0 39 07.7
 DM1170
 DM1170                          SUPERSEDED SURVEY CONTROL
 DM1170
 DM1170  NAD 83(1997)-  33 58 07.11084(N)    094 10 01.43629(W) AD(       ) 4
 DM1170  NAD 83(1997)-  33 58 07.11083(N)    094 10 01.43609(W) AD(       ) 4
 DM1170  NAD 83(1986)-  33 58 07.11471(N)    094 10 01.43116(W) AD(       ) 4
 DM1170  NAD 27      -  33 58 06.69700(N)    094 10 00.71600(W) AD(       ) 3
 DM1170
 DM1170.Superseded values are not recommended for survey control.
 DM1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1170.See file dsdata.txt to determine how the superseded data were derived.
 DM1170
 DM1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9218259293(NAD 83)
 DM1170_MARKER: 53 = ELEVATED TANK
 DM1170
 DM1170  HISTORY     - Date     Condition        Report By
 DM1170  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1170
 DM1170                          STATION DESCRIPTION
 DM1170
 DM1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1170'THE STATION IS LOCATED IN THE TOWN OF LOCKESBURG, ABOUT 0.1 MILE
 DM1170'NORTH OF STATE HIGHWAY 24.  THE TANK PROPER IS SUPPORTED BY
 DM1170'FOUR STEEL LEGS AND THE OVERALL HEIGHT IS ABOUT 100 FEET.  IT
 DM1170'IS PAINTED SILVER.  THE POINT OBSERVED ON WAS THE FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1455 ***********************************************************************
 FF1455  DESIGNATION -  LOCO
 FF1455  PID         -  FF1455
 FF1455  STATE/COUNTY-  AR/WHITE
 FF1455  USGS QUAD   -  MC RAE (1992)
 FF1455
 FF1455                         *CURRENT SURVEY CONTROL
 FF1455  ___________________________________________________________________
 FF1455* NAD 83(1986)-  35 06 17.     (N)    091 50 01.     (W)     SCALED    
 FF1455* NAVD 88     -        68.94   (+/-2cm)     226.2    (feet)  VERTCON   
 FF1455  ___________________________________________________________________
 FF1455  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1455
 FF1455  VERT ORDER  -  ? (See Below)
 FF1455
 FF1455.The horizontal coordinates were scaled from a topographic map and have
 FF1455.an estimated accuracy of +/- 6 seconds.
 FF1455
 FF1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1455.The vertical order pertains to the NGVD 29 superseded value.
 FF1455
 FF1455.The geoid height was determined by GEOID03.
 FF1455
 FF1455;                    North         East    Units  Estimated Accuracy
 FF1455;SPC AR N     -    85,590.      415,170.      MT  (+/- 180 meters Scaled)
 FF1455
 FF1455                          SUPERSEDED SURVEY CONTROL
 FF1455
 FF1455  NGVD 29 (??/??/??)   68.924  (m)          226.13   (f) ADJUSTED    ?  
 FF1455
 FF1455.Superseded values are not recommended for survey control.
 FF1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1455.See file dsdata.txt to determine how the superseded data were derived.
 FF1455
 FF1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU063852(NAD 83)
 FF1455_MARKER: DD = SURVEY DISK
 FF1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1455_STAMPING: LOCO 1934
 FF1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1455+STABILITY: SURFACE MOTION
 FF1455
 FF1455  HISTORY     - Date     Condition        Report By
 FF1455  HISTORY     - 1934     MONUMENTED       ARGS
 FF1455  HISTORY     - 1955     GOOD             CGS
 FF1455
 FF1455                          STATION DESCRIPTION
 FF1455
 FF1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1455'0.9 MI SW FROM MC RAE.
 FF1455'0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1455'STATION AT MC RAE, 78.5 FEET WEST OF POLE 309+05, 12 FEET
 FF1455'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 9 FEET
 FF1455'NORTH OF THE CONCRETE FOUNDATION OF A SIGNAL BOX.  A STATE SURVEY
 FF1455'STANDARD DISK, STAMPED LOCO 1934 AND SET IN THE TOP OF A CONCRETE
 FF1455'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1392 ***********************************************************************
 DL1392  DESIGNATION -  LOCUST BAYOU LOT 3 4 AFC
 DL1392  PID         -  DL1392
 DL1392  STATE/COUNTY-  AR/CALHOUN
 DL1392  USGS QUAD   -  EAST CAMDEN (1985)
 DL1392
 DL1392                         *CURRENT SURVEY CONTROL
 DL1392  ___________________________________________________________________
 DL1392* NAD 83(1997)-  33 33 32.17568(N)    092 39 28.12176(W)     ADJUSTED  
 DL1392* NAVD 88     -                                                        
 DL1392  ___________________________________________________________________
 DL1392  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DL1392  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DL1392
 DL1392  HORZ ORDER  -  THIRD
 DL1392
 DL1392.The horizontal coordinates were established by classical geodetic methods
 DL1392.and adjusted by the National Geodetic Survey in September 1999..
 DL1392
 DL1392
 DL1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1392
 DL1392.The geoid height was determined by GEOID03.
 DL1392
 DL1392;                    North         East     Units Scale Factor Converg.
 DL1392;SPC AR S     -   499,160.494   338,919.240   MT  0.99995268   -0 22 05.4
 DL1392;SPC AR S     - 1,637,662.39  1,111,937.54   sFT  0.99995268   -0 22 05.4
 DL1392;UTM  15      - 3,713,306.048   531,762.815   MT  0.99961244   +0 11 21.0
 DL1392
 DL1392                          SUPERSEDED SURVEY CONTROL
 DL1392
 DL1392  NAD 83(1997)-  33 33 32.18501(N)    092 39 28.11424(W) AD(       ) 4
 DL1392  NAD 83(1986)-  33 33 32.18733(N)    092 39 28.11462(W) AD(       ) 4
 DL1392  NAD 27      -  33 33 31.77700(N)    092 39 27.53900(W) AD(       ) 3
 DL1392
 DL1392.Superseded values are not recommended for survey control.
 DL1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1392.See file dsdata.txt to determine how the superseded data were derived.
 DL1392
 DL1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3176313306(NAD 83)
 DL1392_MARKER: 57 = LOOKOUT TOWER
 DL1392
 DL1392  HISTORY     - Date     Condition        Report By
 DL1392  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1392
 DL1392                          STATION DESCRIPTION
 DL1392
 DL1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1392'THE STATION IS ABOUT 1/2 MILE EAST OF THE SETTLEMENT OF LOCUST
 DL1392'BAYOU AND 0.1 MILE NORTH OF STATE HIGHWAY 4.  IT IS A FOUR
 DL1392'LEGGED STEEL STRUCTURE SUPPORTING A 6 X 6 FOOT CABIN.  THE POINT
 DL1392'INTERSECTED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1432 ***********************************************************************
 FF1432  DESIGNATION -  LOIS
 FF1432  PID         -  FF1432
 FF1432  STATE/COUNTY-  AR/WHITE
 FF1432  USGS QUAD   -  KENSETT (1994)
 FF1432
 FF1432                         *CURRENT SURVEY CONTROL
 FF1432  ___________________________________________________________________
 FF1432* NAD 83(1986)-  35 12 32.     (N)    091 41 51.     (W)     SCALED    
 FF1432* NAVD 88     -        68.12   (+/-2cm)     223.5    (feet)  VERTCON   
 FF1432  ___________________________________________________________________
 FF1432  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1432
 FF1432  VERT ORDER  -  ? (See Below)
 FF1432
 FF1432.The horizontal coordinates were scaled from a topographic map and have
 FF1432.an estimated accuracy of +/- 6 seconds.
 FF1432
 FF1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1432.The vertical order pertains to the NGVD 29 superseded value.
 FF1432
 FF1432.The geoid height was determined by GEOID03.
 FF1432
 FF1432;                    North         East    Units  Estimated Accuracy
 FF1432;SPC AR N     -    97,180.      427,540.      MT  (+/- 180 meters Scaled)
 FF1432
 FF1432                          SUPERSEDED SURVEY CONTROL
 FF1432
 FF1432  NGVD 29 (??/??/??)   68.077  (m)          223.35   (f) ADJUSTED    ?  
 FF1432
 FF1432.Superseded values are not recommended for survey control.
 FF1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1432.See file dsdata.txt to determine how the superseded data were derived.
 FF1432
 FF1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU185969(NAD 83)
 FF1432_MARKER: DD = SURVEY DISK
 FF1432_SETTING: 0 = UNSPECIFIED SETTING
 FF1432_STAMPING: LOIS 1934
 FF1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1432
 FF1432  HISTORY     - Date     Condition        Report By
 FF1432  HISTORY     - 1934     MONUMENTED       ARGS
 FF1432  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1432  HISTORY     - 1963     MARK NOT FOUND   USGS
 FF1432
 FF1432                          STATION DESCRIPTION
 FF1432
 FF1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1432'1.2 MI NE FROM HIGGINSON.
 FF1432'1.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1432'STATION AT HIGGINSON, 14.5 FEET NORTH OF POLE 298+25, 37 FEET
 FF1432'SOUTH OF A DIRT ROAD CROSSING, AND 21 FEET SOUTHEAST OF THE SOUTHEAST
 FF1432'RAIL OF THE SOUTHEAST TRACK.
 FF1432
 FF1432                          STATION RECOVERY (1963)
 FF1432
 FF1432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FF1432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1166 ***********************************************************************
 DM1166  DESIGNATION -  LOMMOND
 DM1166  PID         -  DM1166
 DM1166  STATE/COUNTY-  AR/SEVIER
 DM1166  USGS QUAD   -  BEN LOMOND (1975)
 DM1166
 DM1166                         *CURRENT SURVEY CONTROL
 DM1166  ___________________________________________________________________
 DM1166* NAD 83(1997)-  33 50 22.74761(N)    094 05 41.02488(W)     ADJUSTED  
 DM1166* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 DM1166  ___________________________________________________________________
 DM1166  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DM1166  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DM1166
 DM1166  HORZ ORDER  -  FIRST
 DM1166
 DM1166.The horizontal coordinates were established by classical geodetic methods
 DM1166.and adjusted by the National Geodetic Survey in September 1999..
 DM1166
 DM1166.The orthometric height was scaled from a topographic map.
 DM1166
 DM1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1166
 DM1166.The geoid height was determined by GEOID03.
 DM1166
 DM1166;                    North         East     Units Scale Factor Converg.
 DM1166;SPC AR S     -   532,081.693   206,144.257   MT  0.99992422   -1 10 20.6
 DM1166;SPC AR S     - 1,745,671.35    676,324.95   sFT  0.99992422   -1 10 20.6
 DM1166;UTM  15      - 3,744,916.040   398,712.218   MT  0.99972647   -0 36 34.8
 DM1166
 DM1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1166!SPC AR S     -   0.99998041  x   0.99992422  =   0.99990464
 DM1166!UTM  15      -   0.99998041  x   0.99972647  =   0.99970689
 DM1166
 DM1166|---------------------------------------------------------------------|
 DM1166| PID    Reference Object                     Distance      Geod. Az  |
 DM1166|                                                           dddmmss.s |
 DM1166| CX6680 LOMMOND RM 1                         27.899 METERS 06416     |
 DM1166| DL1582 MINERAL SPRINGS MUNICIPAL TANK      APPROX.16.5 KM 0760911.3 |
 DM1166| DL1586 OKAY IDEAL CEMENT CO STACK          APPROX.17.4 KM 1163809.1 |
 DM1166| DL1583 OKAY IDEAL CEMENT CO TANK           APPROX.17.8 KM 1172146.5 |
 DM1166| DL1575 DALLAS LITTLE ROCK AWY BCN 18       APPROX.38.3 KM 1370930.9 |
 DM1166| DL1546 AIRWAY BEACON 17                    APPROX.43.4 KM 1673729.5 |
 DM1166| DM1175 ASHDOWN FEDERAL COMPRESS CO TK      APPROX.19.4 KM 1882515.2 |
 DM1166| DM1178 ASHDOWN CITY WATER TANK             APPROX.18.5 KM 1892719.7 |
 DM1166| CX6681 LOMMOND RM 2                         33.635 METERS 32654     |
 DM1166| DM1165 BEN LOMMOND LOOKOUT TOWER AFC       APPROX. 2.2 KM 3312855.2 |
 DM1166| CX6679 LOMMOND AZ MK                                      3330045.7 |
 DM1166|---------------------------------------------------------------------|
 DM1166
 DM1166                          SUPERSEDED SURVEY CONTROL
 DM1166
 DM1166  NAD 83(1997)-  33 50 22.75265(N)    094 05 41.02137(W) AD(       ) 1
 DM1166  NAD 83(1997)-  33 50 22.75268(N)    094 05 41.02094(W) AD(       ) 1
 DM1166  NAD 83(1986)-  33 50 22.75478(N)    094 05 41.01591(W) AD(       ) 1
 DM1166  NAD 27      -  33 50 22.33100(N)    094 05 40.31600(W) AD(       ) 1
 DM1166
 DM1166.Superseded values are not recommended for survey control.
 DM1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1166.See file dsdata.txt to determine how the superseded data were derived.
 DM1166
 DM1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9871244916(NAD 83)
 DM1166_MARKER: DS = TRIANGULATION STATION DISK
 DM1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1166
 DM1166  HISTORY     - Date     Condition        Report By
 DM1166  HISTORY     - 1941     MONUMENTED       CGS
 DM1166  HISTORY     - 1951     GOOD             CGS
 DM1166  HISTORY     - 1963     GOOD             CGS
 DM1166
 DM1166                          STATION DESCRIPTION
 DM1166
 DM1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DM1166'STATION IS LOCATED ABOUT 1.5 MILES E (AIR LINE) OF BEN LOMMOND
 DM1166'IN SEC. 34, T. 10 S, R. 29 W, ON A PROMINENT TIMBERED KNOLL
 DM1166'ON LAND OWNED BY DICK JONES.  IT IS 11 FEET N OF A WHITE
 DM1166'REFERENCE POST, 39 FEET N OF THE NE CORNER OF A FARMHOUSE
 DM1166'AND 21.5 FEET W OF A FENCE CORNER.  IT IS STAMPED LOMMOND
 DM1166'1941 AND PROJECTS 4 INCHES.
 DM1166'
 DM1166'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DM1166'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 DM1166'
 DM1166'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN THE STATION.
 DM1166'IT IS 10 FEET N OF THE CENTER LINE OF A FARM ROAD AND 20
 DM1166'FEET N OF A FENCE CORNER.  IT IS STAMPED LOMMOND NO. 1 1941
 DM1166'AND PROJECTS 4 INCHES.
 DM1166'
 DM1166'REFERENCE MARK NO. 2 IS ABOUT 6 FEET LOWER THAN THE STATION.
 DM1166'IT IS 10 FEET W OF THE CENTER LINE OF THE ROAD LEADING TO
 DM1166'THE STATION.  IT IS STAMPED LOMMOND NO. 2 1941 AND PROJECTS
 DM1166'6 INCHES.
 DM1166'
 DM1166'THE AZIMUTH MARK IS 33 FEET NE OF A DIRT ROAD AND 4 FEET
 DM1166'SW OF A WHITE REFERENCE POST.  IT IS ON TOP OF A BANK THAT
 DM1166'IS ABOUT 12 FEET HIGHER THAN THE ROAD.  IT IS STAMPED LOMMOND
 DM1166'1941 AND PROJECTS 6 INCHES.
 DM1166'
 DM1166'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BEN
 DM1166'LOMMOND GO N AND E ON STATE HIGHWAY 27 FOR 1.35 MILES,
 DM1166'TURN RIGHT AT A FORKS AND GO 0.3 MILE TO THE AZIMUTH MARK
 DM1166'ON THE LEFT.  (THIS ROAD IS DIRT, UNIMPROVED, AND VERY POOR.)
 DM1166'CONTINUE FOR 0.45 MILE TO FARMHOUSE AND STATION.
 DM1166'
 DM1166'A 77-FOOT SIGNAL AT PATE IS VISIBLE AT 64 FEET.
 DM1166'
 DM1166'A 37-FOOT SIGNAL AT SARATOGA IS VISIBLE AT 64 FEET.
 DM1166'
 DM1166'A 90-FOOT SIGNAL AT JEAN IS VISIBLE AT 64 FEET.
 DM1166'
 DM1166'A 103-FOOT SIGNAL AT WILTON IS VISIBLE AT 64 FEET.
 DM1166'
 DM1166'A 103-FOOT SIGNAL AT FALLS IS VISIBLE AT 50 FEET.
 DM1166
 DM1166                          STATION RECOVERY (1951)
 DM1166
 DM1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1166'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 DM1166'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN MOVED FROM
 DM1166'ITS ORIGINAL POSITION BY STRIP MINING OPERATIONS AND WAS
 DM1166'DESTROYED.  DUE TO SECOND GROWTH TIMBER AND HEAVY BRUSH NO
 DM1166'SUITABLE LOCATION COULD BE FOUND FOR A NEW AZIMUTH MARK.  THE
 DM1166'FARM HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 DM1166'DESTROYED.  DUE TO THE MINING OPERATIONS IN THE VICINITY
 DM1166'OF THE STATION A NEW TO REACH THE STATION WILL BE NOTED.
 DM1166'
 DM1166'TO REACH THE STATION FROM THE POST OFFICE IN BEN LOMOND.
 DM1166'GO NORTHEAST AND EAST ON STATE HIGHWAY 27 FOR 1.85 MILE TO A FARM
 DM1166'HOUSE ON THE RIGHT.  TURN RIGHT PASSING TO THE WEST OF THE
 DM1166'FARM HOUSE AND FOLLOW A DIM TRACK ROAD UPHILL FOR 0.9 MILE
 DM1166'TO THE STATION.
 DM1166'
 DM1166'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DM1166'LOMOND 1941.
 DM1166'
 DM1166'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DM1166'LOMMOND NO 1 1941.
 DM1166'
 DM1166'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DM1166'LOMMOND NO 2 1941.
 DM1166'
 DM1166'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DM1166'SQUARE CONCRETE POSTS.
 DM1166'
 DM1166'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DM1166
 DM1166                          STATION RECOVERY (1963)
 DM1166
 DM1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM1166'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 DM1166'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED
 DM1166'PRIOR TO 1951.
 DM1166'
 DM1166'TO REACH THE STATION FROM BEN LOMMOND, FROM THE JUNCTION
 DM1166'OF STATE HIGHWAYS 27 AND 27N AT THE POST OFFICE, GO NORTHEAST
 DM1166'AND EAST ON STATE HIGHWAY 27 FOR 1.35 MILES TO A TRACK ROAD
 DM1166'ON THE RIGHT AT THE TOP OF A HILL, TURN RIGHT AND FOLLOW
 DM1166'OLD ROAD SOUTHEASTERLY FOR 0.9 MILE TO AN OLD BUILDING SITE
 DM1166'AND STATION.  THE LAST 0.9 MILE OF THE ROAD IS IMPASSABLE
 DM1166'IN WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1858 ***********************************************************************
 FG1858  DESIGNATION -  LONDON
 FG1858  PID         -  FG1858
 FG1858  STATE/COUNTY-  AR/POPE
 FG1858  USGS QUAD   -  DELAWARE (1993)
 FG1858
 FG1858                         *CURRENT SURVEY CONTROL
 FG1858  ___________________________________________________________________
 FG1858* NAD 83(1997)-  35 22 03.46576(N)    093 15 00.70731(W)     ADJUSTED  
 FG1858* NAVD 88     -       264.8    (meters)     869.     (feet)  VERTCON   
 FG1858  ___________________________________________________________________
 FG1858  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 FG1858  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FG1858
 FG1858  HORZ ORDER  -  FIRST
 FG1858
 FG1858.The horizontal coordinates were established by classical geodetic methods
 FG1858.and adjusted by the National Geodetic Survey in September 1999..
 FG1858
 FG1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1858
 FG1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1858
 FG1858.The geoid height was determined by GEOID03.
 FG1858
 FG1858;                    North         East     Units Scale Factor Converg.
 FG1858;SPC AR N     -   115,467.344   286,394.170   MT  0.99994304   -0 43 39.0
 FG1858;SPC AR N     -   378,829.11    939,611.54   sFT  0.99994304   -0 43 39.0
 FG1858;UTM  15      - 3,913,841.727   477,271.716   MT  0.99960637   -0 08 41.4
 FG1858
 FG1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1858!SPC AR N     -   0.99996301  x   0.99994304  =   0.99990605
 FG1858!UTM  15      -   0.99996301  x   0.99960637  =   0.99956940
 FG1858
 FG1858:                Primary Azimuth Mark                     Grid Az
 FG1858:SPC AR N     -  AUGSBURG LUTH CHURCH SPIRE               009 17 13.3
 FG1858:UTM  15      -  AUGSBURG LUTH CHURCH SPIRE               008 42 15.7
 FG1858
 FG1858|---------------------------------------------------------------------|
 FG1858| PID    Reference Object                     Distance      Geod. Az  |
 FG1858|                                                           dddmmss.s |
 FG1858| FG1835 AUGSBURG LUTH CHURCH SPIRE          APPROX. 5.1 KM 0083334.3 |
 FG1858| CI2357 LONDON RM 3                          19.344 METERS 07109     |
 FG1858| FG1831 RUSSELLVILLE ARK POWER LT TANK      APPROX.14.5 KM 1352254.0 |
 FG1858| FG1832 NORRISTOWN TANK                     APPROX.12.8 KM 1445802.8 |
 FG1858| CI2355 LONDON RM 1                          45.452 METERS 14626     |
 FG1858| FG1849 MT NEBO ST PARK W ARK TEL MAST      APPROX.16.9 KM 1811546.0 |
 FG1858| CI2356 LONDON RM 2                          41.697 METERS 19951     |
 FG1858| CI2354 LONDON AZ MK                                       2523717.7 |
 FG1858|---------------------------------------------------------------------|
 FG1858
 FG1858                          SUPERSEDED SURVEY CONTROL
 FG1858
 FG1858  NAD 83(1997)-  35 22 03.47734(N)    093 15 00.70569(W) AD(       ) 1
 FG1858  NAD 83(1986)-  35 22 03.47733(N)    093 15 00.70545(W) AD(       ) 1
 FG1858  NAD 27      -  35 22 03.17800(N)    093 15 00.06800(W) AD(       ) 1
 FG1858  NGVD 29 (07/19/86)  264.8    (m)          869.     (f) VERT ANG       
 FG1858
 FG1858.Superseded values are not recommended for survey control.
 FG1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1858.See file dsdata.txt to determine how the superseded data were derived.
 FG1858
 FG1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7727213842(NAD 83)
 FG1858_MARKER: DS = TRIANGULATION STATION DISK
 FG1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1858
 FG1858  HISTORY     - Date     Condition        Report By
 FG1858  HISTORY     - 1940     MONUMENTED       CGS
 FG1858  HISTORY     - 1954     GOOD             CGS
 FG1858  HISTORY     - 1967     GOOD             CGS
 FG1858  HISTORY     - 1971     GOOD             NGS
 FG1858
 FG1858                          STATION DESCRIPTION
 FG1858
 FG1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1858'STATION IS LOCATED ABOUT 2-1/2 MILES N OF LONDON, AND 9 MILES
 FG1858'NW OF RUSSELLVILLE.  IT IS ON THE SUMMIT OF A PROMINENT
 FG1858'HILL ON WHICH THERE IS A PEACH ORCHARD ON THE PROPERTY OF
 FG1858'J.R. ROHNER, WHO LIVES 50 FEET E OF THE STATION.
 FG1858'
 FG1858'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 FG1858'SET IN CONCRETE.
 FG1858'
 FG1858'THE MARK IS 25 FEET S OF THE CENTER LINE OF A ROAD LEADING
 FG1858'TO THE FARMHOUSE AND IN A SMALL CULTIVATED FIELD.  IT PROJECTS
 FG1858'6 INCHES AND IS STAMPED LONDON 1940.  THERE IS A WHITE REFERENCE
 FG1858'POST 6 FEET NE OF THE STATION.
 FG1858'
 FG1858'REFERENCE MARK NO.1 IS ABOUT 2 METERS LOWER THAN THE STATION,
 FG1858'ON THE S EDGE OF A SMALL CULTIVATED FIELD, AND 3 FEET N
 FG1858'OF A ROW OF ROCKS.  IT PROJECTS 3 INCHES AND IS STAMPED
 FG1858'LONDON NO.1, 1940.
 FG1858'
 FG1858'REFERENCE MARK NO.2 IS ABOUT 1 METER LOWER THAN THE STATION,
 FG1858'ON THE S EDGE OF A SMALL CULTIVATED FIELD.  IT PROJECTS 4
 FG1858'INCHES AND IS STAMPED LONDON NO.2, 1940.
 FG1858'
 FG1858'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 FG1858'A BOULDER.
 FG1858'
 FG1858'THE AZIMUTH MARK IS ABOUT 1 MILE WSW OF THE STATION, ON
 FG1858'THE N SIDE OF THE ROAD FROM LONDON TO AUGSBURG.  IT IS 40
 FG1858'FEET N OF THE CENTER LINE OF THE ROAD, 150 FEET NW OF A
 FG1858'NEW FRAME HOUSE AND 10 FEET SW OF A PIG PEN.  THE DISK IS
 FG1858'SET IN A BOULDER ABOUT 3 BY 4 FEET IN SIZE AND IS STAMPED
 FG1858'LONDON, 1940.  THERE IS A WHITE REFERENCE POST 6 FEET NW
 FG1858'OF THE MARK.
 FG1858'
 FG1858'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW FARM
 FG1858'ROAD BACK TO MAIN ROAD.  TURN LEFT, S, AND GO 0.5 MILE TO
 FG1858'THE NEW FRAME HOUSE AND MARK.
 FG1858'
 FG1858'TO REACH THE STATION FROM LONDON, GO N ON THE ROAD TOWARDS
 FG1858'AUGSBURG FOR 3.2 MILES TO A FARM ROAD LEADING E THROUGH
 FG1858'A PEACH ORCHARD.  TURN E, RIGHT, AND GO 0.5 MILE TO J.R.
 FG1858'ROHNERS RESIDENCE AND STATION.
 FG1858'
 FG1858'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FG1858
 FG1858                          STATION RECOVERY (1954)
 FG1858
 FG1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1858'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 FG1858'RECOVERED IN GOOD CONDITION.  A NEW REFERENCE MARK WAS ESTABLISHED
 FG1858'BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FG1858'
 FG1858'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 FG1858'AND U.S. HIGHWAY 64 IN LONDON, GO NORTH ON THE MAIN GRAVELED
 FG1858'ROAD FOR 1.75 MILES TO A FORK, TAKE LEFT FOR 0.2 MILE TO
 FG1858'A FORK, TAKE RIGHT FORK AND CONTINUE ON MAIN ROAD FOR 0.8
 FG1858'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 FG1858'FOR 0.45 MILE TO A DRIVEWAY LEADING INTO A PEACH ORCHARD
 FG1858'ON THE RIGHT, TURN RIGHT ON DRIVEWAY FOR 0.65 MILE TO A
 FG1858'REVERSE FORK ON THE RIGHT, TURN SHARP RIGHT ALONG STEEP
 FG1858'BLUFF TO OLD DESERTED FARM HOUSE AND THE STATION.
 FG1858'
 FG1858'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1858'LONDON 1940.  THE MARK IS 47 FEET SOUTH OF THE
 FG1858'CENTER OF A TRACK ROAD, 12 FEET SOUTH OF A WIRE FENCE AND
 FG1858'10 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.
 FG1858'
 FG1858'REFERENCE MARK 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1858'LONDON NO 2 1940.
 FG1858'
 FG1858'REFERENCE MARK 3 IS 19 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 FG1858'AND 2 FEET NORTH OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 FG1858'OF THE GROUND AND THE DISK IS STAMPED LONDON NO 3 1940.
 FG1858'
 FG1858'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF THE GRAVELED
 FG1858'ROAD AND 3 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.  IT
 FG1858'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A
 FG1858'BOULDER WHICH PROJECTS 4 INCHES.  THE DISK IS STAMPED LONDON 1940.
 FG1858'
 FG1858'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FG1858
 FG1858                          STATION RECOVERY (1967)
 FG1858
 FG1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1858'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FG1858'DUE TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1858'
 FG1858'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF RUSSELLVILLE,
 FG1858'2-1/2 MILES NORTH OF LONDON AND IN PASTURE LAND OWNED BY ALFRED
 FG1858'MARTIN.
 FG1858'
 FG1858'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY
 FG1858'333 IN LONDON, GO NORTH ON STATE HIGHWAY 333 FOR 0.4 MILE
 FG1858'TO INTERSTATE 40.  CONTINUE AHEAD, PASS UNDER INTERSTATE
 FG1858'40 AND GO NORTH ON STATE HIGHWAY 333 FOR 1.4 MILES TO A FORK.
 FG1858'TAKE THE LEFT FORK AND CONTINUE NORTHERLY ON STATE HIGHWAY 333
 FG1858'ON THE LEFT.  CONTINUE AHEAD AND GO NORTHERLY ON THE HIGHWAY
 FG1858'FOR 0.2 MILE TO THE ASSEMBLY OF GOD CHURCH ON THE RIGHT.
 FG1858'CONTINUE AHEAD AND GO NORTHERLY ON THE HIGHWAY FOR 0.25 MILE
 FG1858'TO A FIELD ROAD RIGHT.  TURN RIGHT AND GO EAST ON FIELD ROAD
 FG1858'FOR 0.05 MILE TO TWO GATES.  PASS THROUGH THE NORTH GATE
 FG1858'THE HIGHEST PART OF PASTURE AND STATION.
 FG1858'
 FG1858'STATION MARK IS A STANDARD DISK, STAMPED LONDON 1940, SET
 FG1858'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 FG1858'IT IS ON THE HIGHEST PART OF A PASTURE, NEAR THE SITE OF AN
 FG1858'OLD HOUSE, 47 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 12
 FG1858'FEET SOUTH OF A FENCE AND 1.8 FEET WEST OF A METAL WITNESS
 FG1858'POST.
 FG1858'
 FG1858'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONDON NO 2
 FG1858'1940, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 FG1858'3 INCHES.  IT IS 141 FEET SOUTH OF THE FENCE AND ABOUT 3
 FG1858'FEET LOWER THAN THE STATION.
 FG1858'
 FG1858'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LONDON NO 3
 FG1858'1940, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 FG1858'THE GROUND SURFACE.  IT IS 19 FEET SOUTH OF THE CENTER OF THE
 FG1858'TRACK ROAD, 3 FEET NORTH OF THE FENCE AND ABOUT THE SAME ELEVATION
 FG1858'AS THE STATION.
 FG1858'
 FG1858'AZIMUTH MARK IS A STANDARD DISK, STAMPED LONDON 1940, CEMENTED
 FG1858'IN A DRILL HOLE IN A 4 X 4 ROCK OUTCROP PROJECTING 1 FOOT.
 FG1858'IT IS 36 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 175
 FG1858'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 10 FEET
 FG1858'SOUTHWEST OF THE SOUTHWEST CORNER OF A PIG PEN AND 1.5 FEET
 FG1858'EAST OF A METAL WITNESS POST.
 FG1858
 FG1858                          STATION RECOVERY (1971)
 FG1858
 FG1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1858'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 FG1858'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO BOTH REFERENCE MARKS
 FG1858'CHECKED THE OLD DATA.  A DIFFERENCE OF 0.031 METERS SHORTER TO
 FG1858'REFERENCE MARK 2 AND 0.011 METERS SHORTER IN THE DISTANCE TO
 FG1858'REFERENCE MARK 3 WAS NOTED.  THE AZIMUTH MARK WILL NOT SEE FROM THE
 FG1858'GROUND OR THE TOWER.  DUE TO ROAD CONSTRUCTION A NEW DESCRIPTION
 FG1858'FOLLOWS.
 FG1858'
 FG1858'THE STATION IS ABOUT 2-1/2 MILES NORTH OF LONDON, 6 MILES NORTH AND 7
 FG1858'1/2 MILES WEST OF RUSSELLVILLE, ON THE SUMMIT OF A LOW PROMINENT
 FG1858'HILL, NEAR THE EAST 1/16 CORNER BETWEEN SECTIONS 5 AND 8, T. 8 N., R.
 FG1858'21 W., AND ON PROPERTY OWNED BY ALFORD MARTIN OF LONDON.
 FG1858'
 FG1858'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FG1858'STATE HIGHWAY 333 ABOUT 1/2 MILE NORTH OF LONDON, GO NORTHERLY ON
 FG1858'STATE HIGHWAY 333 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 FG1858'CONTINUE NORTHERLY ON STATE HIGHWAY 333 FOR 0.4 MILE TO A FIELD
 FG1858'ROAD AND A FARM EQUIPMENT SHED ON THE RIGHT.  TURN RIGHT AND GO
 FG1858'NORTHEAST ON FARM ROAD FOR 0.15 MILE TO A GATE.  PASS THROUGH GATE
 FG1858'AND CONTINUE NORTHEAST ON FARM ROAD FOR 0.2 MILE TO THE STATION ON
 FG1858'THE RIGHT, SOUTH OF A FENCE.
 FG1858'
 FG1858'THE STATION MARK IS A STANDARD DISK, STAMPED LONDON 1940, SET IN THE
 FG1858'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 1 INCH
 FG1858'ABOVE THE GROUND.  IT IS 22.0 FEET WEST OF THE NORTHWEST CORNER OF A
 FG1858'STORM SHELTER, 11.0 FEET SOUTH OF A 4 X 4-INCH WOODEN WITNESS POST,
 FG1858'10.0 FEET SOUTH OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS
 FG1858'POST.
 FG1858'
 FG1858'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONDON NO 2 1940, SET IN
 FG1858'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 3
 FG1858'INCHES ABOVE THE GROUND.  IT IS 143.5 FEET SOUTH OF THE FENCE, 136.0
 FG1858'FEET SOUTH OF THE METAL WITNESS POST, 22.6 FEET WEST OF A PINE
 FG1858'TREE AND ABOUT 4 FEET LOWER THAN THE STATION.
 FG1858'
 FG1858'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LONDON NO 3 1940, SET IN
 FG1858'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1858'WITH THE GROUND SURFACE.  IT IS 64.6 FEET EAST OF THE METAL WITNESS
 FG1858'POST, 14.6 FEET NORTH-NORTHWEST OF AN ABANDONED WELL PIPE, 5.0
 FG1858'FEET NORTH OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1858'
 FG1858'AZIMUTH MARK IS A STANDARD DISK, STAMPED LONDON 1940, CEMENTED IN A
 FG1858'DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND SURFACE.
 FG1858'IT IS 28.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 333, 1.7 FEET
 FG1858'NORTH OF A WITNESS POST AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 FG1858'
 FG1858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES NORTH
 FG1858'OF LONDON.
 FG1858'
 FG1858'HEIGHT OF LIGHT ABOVE STATION MARK 47.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1926 ***********************************************************************
 FG1926  DESIGNATION -  LONE
 FG1926  PID         -  FG1926
 FG1926  STATE/COUNTY-  AR/FRANKLIN
 FG1926  USGS QUAD   -  CRAVENS (1973)
 FG1926
 FG1926                         *CURRENT SURVEY CONTROL
 FG1926  ___________________________________________________________________
 FG1926* NAD 83(1997)-  35 31 49.76999(N)    093 57 48.40933(W)     ADJUSTED  
 FG1926* NAVD 88     -       212.3    (meters)     697.     (feet)  VERTCON   
 FG1926  ___________________________________________________________________
 FG1926  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 FG1926  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FG1926
 FG1926  HORZ ORDER  -  FIRST
 FG1926
 FG1926.The horizontal coordinates were established by classical geodetic methods
 FG1926.and adjusted by the National Geodetic Survey in September 1999..
 FG1926
 FG1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1926
 FG1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1926
 FG1926.The geoid height was determined by GEOID03.
 FG1926
 FG1926;                    North         East     Units Scale Factor Converg.
 FG1926;SPC AR N     -   134,589.695   221,948.124   MT  0.99993637   -1 08 33.1
 FG1926;SPC AR N     -   441,566.36    728,174.80   sFT  0.99993637   -1 08 33.1
 FG1926;UTM  15      - 3,932,301.952   412,653.688   MT  0.99969402   -0 33 35.7
 FG1926
 FG1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1926!SPC AR N     -   0.99997125  x   0.99993637  =   0.99990762
 FG1926!UTM  15      -   0.99997125  x   0.99969402  =   0.99966528
 FG1926
 FG1926:                Primary Azimuth Mark                     Grid Az
 FG1926:SPC AR N     -  OZARK ARK W GAS RAD MAST                 092 32 23.5
 FG1926:UTM  15      -  OZARK ARK W GAS RAD MAST                 091 57 26.1
 FG1926
 FG1926|---------------------------------------------------------------------|
 FG1926| PID    Reference Object                     Distance      Geod. Az  |
 FG1926|                                                           dddmmss.s |
 FG1926| FG1920 OZARK ARK W GAS RAD MAST            APPROX.13.1 KM 0912350.4 |
 FG1926| CI2358 LONE AZ MK                                         0932454.4 |
 FG1926| CI2359 LONE RM 1                            15.467 METERS 10343     |
 FG1926| CI2360 LONE RM 2                            10.898 METERS 26302     |
 FG1926|---------------------------------------------------------------------|
 FG1926
 FG1926                          SUPERSEDED SURVEY CONTROL
 FG1926
 FG1926  NAD 83(1997)-  35 31 49.78023(N)    093 57 48.40746(W) AD(       ) 1
 FG1926  NAD 83(1986)-  35 31 49.77941(N)    093 57 48.40284(W) AD(       ) 1
 FG1926  NAD 27      -  35 31 49.47338(N)    093 57 47.68304(W) AD(       ) 1
 FG1926  NGVD 29 (07/19/86)  212.2    (m)          696.     (f) VERT ANG       
 FG1926
 FG1926.Superseded values are not recommended for survey control.
 FG1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1926.See file dsdata.txt to determine how the superseded data were derived.
 FG1926
 FG1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1265432302(NAD 83)
 FG1926_MARKER: DS = TRIANGULATION STATION DISK
 FG1926_SETTING: 80 = SET IN A BOULDER
 FG1926_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1926
 FG1926  HISTORY     - Date     Condition        Report By
 FG1926  HISTORY     - 1971     MONUMENTED       NGS
 FG1926
 FG1926                          STATION DESCRIPTION
 FG1926
 FG1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1926'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 8 MILES WEST OF OZARK,
 FG1926'2 MILES NORTH AND 5 MILES EAST OF MULBERRY, 1 MILE NORTH OF THE
 FG1926'SMALL SETTLEMENT OF TONEY, ON THE SOUTH SIDE OF INTERSTATE HIGHWAY
 FG1926'40, IN THE SOUTHWEST SECTION OF SECTION 1K, R. 28 W., T. 10 N.,
 FG1926'AND ON THE SOUTH SIDE OF THE HIGHWAY RIGHT-OF-WAY FENCE AS DESCRIBED.
 FG1926'
 FG1926'TO REACH THE STATION FROM WHERE STATE HIGHWAY 215 PASSES OVER
 FG1926'INTERSTATE HIGHWAY 40, ABOUT 1-3/4 MILES NORTH OF MULBERRY, GO EAST
 FG1926'ON INTERSTATE HIGHWAY 40 FOR 4.6 MILES TO AN OVERPASS OVER A COUNTY
 FG1926'GRAVELED ROAD.  CONTINUE EAST ON INTERSTATE HIGHWAY 40 FOR 0.2
 FG1926'MILE TO STATION ON RIGHT ABOUT 150 FEET SOUTH OF EAST BOUND LANE
 FG1926'OF HIGHWAY ON HIGH EMBANKMENT AS DESCRIBED.
 FG1926'
 FG1926'STATION MARK IS A STANDARD DISK STAMPED LONE 1971.  THE DISK IS
 FG1926'CEMENTED IN A DRILL HOLE IN A 5 BY 6 FOOT BOULDER THAT PROJECTS 1
 FG1926'FOOT ABOVE THE GROUND SURFACE.  IT IS 53.8 FEET WEST OF THE
 FG1926'RIGHT-OF-WAY POST, 19 FEET NORTHEAST OF A 15-INCH OAK TREE WITH A
 FG1926'TRIANGLE BLAZE, 4.5 FEET NORTH OF A TREE WITH A WITNESS SIGN NAILED
 FG1926'ON IT AND 2 FEET SOUTH OF A 4 FOOT HIGH WIRE RIGHT-OF-WAY FENCE.
 FG1926'THERE IS NO UNDER GROUND MARK.
 FG1926'
 FG1926'REFERENCE MARK 1, A STANDARD DISK STAMPED LONE NO 1 1971, IS CEMENTED
 FG1926'IN A DRILL HOLE IN THE TOP OF A 4 BY 5 FOOT BOULDER THAT PROJECTS 6
 FG1926'INCHES ABOVE THE GROUND SURFACE.  IT IS 50.5 FEET EAST OF THE TREE
 FG1926'WITH THE WITNESS SIGN, 12 FEET SOUTH OF THE WIRE RIGHT-OF-WAY
 FG1926'FENCE, 11.6 FEET SOUTH-SOUTHWEST OF THE RIGHT-OF-WAY POST AND ABOUT
 FG1926'3 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 FG1926'
 FG1926'REFERENCE MARK 2, A STANDARD DISK STAMPED LONE NO 2 1971, IS CEMENTED
 FG1926'IN A DRILL HOLE IN THE TOP OF A 5 BY 7 FOOT BOULDER THAT PROJECTS 15
 FG1926'INCHES ABOVE THE GROUND SURFACE.  IT IS 19.7 FEET WEST-NORTHWEST OF
 FG1926'THE 15-INCH OAK TREE WITH A TRIANGLE BLAZE, 8 FEET SOUTH OF THE
 FG1926'RIGHT-OF-WAY FENCE AND 1 FOOT LOWER IN ELEVATION THAN THE
 FG1926'STATION.
 FG1926'
 FG1926'AZIMUTH MARK, A STANDARD DISK STAMPED LONE 1971, IS CEMENTED IN A
 FG1926'DRILL HOLE IN BEDROCK THAT IS 2-INCHES BELOW THE GROUND SURFACE.  IT
 FG1926'IS 28.2 FEET NORTH OF A 10-INCH PINE TREE WITH A TRIANGLE BLAZE, 27
 FG1926'FEET WEST-NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND 5 FEET
 FG1926'NORTH OF A 4 FOOT HIGH WIRE RIGHT-OF-WAY FENCE.
 FG1926'
 FG1926'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW EAST ALONG THE
 FG1926'RIGHT-OF-WAY FENCE FOR 0.15 MILE TO THE MARK AS DESCRIBED.
 FG1926'
 FG1926'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0860 ***********************************************************************
 GE0860  DESIGNATION -  LONE OAK
 GE0860  PID         -  GE0860
 GE0860  STATE/COUNTY-  AR/SHARP
 GE0860  USGS QUAD   -  RAVENDEN (1981)
 GE0860
 GE0860                         *CURRENT SURVEY CONTROL
 GE0860  ___________________________________________________________________
 GE0860* NAD 83(1997)-  36 08 59.30069(N)    091 21 04.20017(W)     ADJUSTED  
 GE0860* NAVD 88     -       203.85   (+/-2cm)     668.8    (feet)  VERTCON   
 GE0860  ___________________________________________________________________
 GE0860  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GE0860  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GE0860
 GE0860  HORZ ORDER  -  SECOND
 GE0860  VERT ORDER  -  THIRD ? (See Below)
 GE0860
 GE0860.The horizontal coordinates were established by classical geodetic methods
 GE0860.and adjusted by the National Geodetic Survey in September 1999..
 GE0860
 GE0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0860.The vertical order pertains to the NGVD 29 superseded value.
 GE0860
 GE0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0860
 GE0860.The geoid height was determined by GEOID03.
 GE0860
 GE0860;                    North         East     Units Scale Factor Converg.
 GE0860;SPC AR N     -   201,720.017   458,389.035   MT  0.99998456   +0 22 39.2
 GE0860;SPC AR N     -   661,809.76  1,503,898.03   sFT  0.99998456   +0 22 39.2
 GE0860;UTM  15      - 4,001,823.525   648,330.142   MT  0.99987110   +0 58 22.2
 GE0860
 GE0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0860!SPC AR N     -   0.99997244  x   0.99998456  =   0.99995700
 GE0860!UTM  15      -   0.99997244  x   0.99987110  =   0.99984354
 GE0860
 GE0860:                Primary Azimuth Mark                     Grid Az
 GE0860:SPC AR N     -  LONE OAK AZ MK                           141 46 50.2
 GE0860:UTM  15      -  LONE OAK AZ MK                           141 11 07.2
 GE0860
 GE0860|---------------------------------------------------------------------|
 GE0860| PID    Reference Object                     Distance      Geod. Az  |
 GE0860|                                                           dddmmss.s |
 GE0860| CI2361 LONE OAK AZ MK                                     1420929.4 |
 GE0860| CI2362 LONE OAK RM 1                        27.966 METERS 21858     |
 GE0860| CI2363 LONE OAK RM 2                        21.641 METERS 33824     |
 GE0860|---------------------------------------------------------------------|
 GE0860
 GE0860                          SUPERSEDED SURVEY CONTROL
 GE0860
 GE0860  NAD 83(1986)-  36 08 59.31104(N)    091 21 04.19976(W) AD(       ) 2
 GE0860  NAD 27      -  36 08 59.05920(N)    091 21 03.72340(W) AD(       ) 2
 GE0860  NGVD 29 (07/19/86)  203.74   (m)          668.4    (f) LEVELING    3  
 GE0860
 GE0860.Superseded values are not recommended for survey control.
 GE0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0860.See file dsdata.txt to determine how the superseded data were derived.
 GE0860
 GE0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4833001824(NAD 83)
 GE0860_MARKER: DS = TRIANGULATION STATION DISK
 GE0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0860
 GE0860  HISTORY     - Date     Condition        Report By
 GE0860  HISTORY     - 1953     MONUMENTED       CGS
 GE0860
 GE0860                          STATION DESCRIPTION
 GE0860
 GE0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0860'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF SMITHVILLE,
 GE0860'140 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE LONE OAK
 GE0860'MISSIONARY BAPTIST CHURCH, 73 FEET NORTHEAST OF THE CENTER
 GE0860'OF A GRADED ROAD AND 62 FEET EAST OF AN OAK TREE ABOUT 4 FEET IN
 GE0860'DIAMETER WITH A TRIANGLE BLAZE.  IT IS STAMPED LONE OAK 1953 AND
 GE0860'IT IS SET FLUSH.
 GE0860'
 GE0860'REFERENCE MARK NO. 1 IS 58 FEET SOUTH OF THE OAK TREE WITH THE
 GE0860'TRIANGLE BLAZE 20 FEET SOUTHWEST OF THE CENTER OF A GRADED ROAD
 GE0860'AND 1 FOOT NORTHWEST OF A WITNESS POST.  IT PROJECTS 5 INCHES
 GE0860'AND IS STAMPED LONE OAK NO 1 1953.
 GE0860'
 GE0860'REFERENCE MARK NO. 2 IS 86 FEET NORTHEAST OF THE OAK TREE WITH
 GE0860'THE TRIANGLE BLAZE AND 82 FEET EAST OF THE SOUTHEAST CORNER
 GE0860'OF THE CHURCH.  IT IS STAMPED LONE OAK NO 2 1953 AND IT IS SET
 GE0860'FLUSH.
 GE0860'
 GE0860'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 140.8 FEET.
 GE0860'
 GE0860'THE AZIMUTH MARK IS 15 FEET WEST OF THE CENTER OF A GRADED
 GE0860'ROAD AND 2 FEET NORTHEAST OF A WITNESS POST.  IT PROJECTS 4
 GE0860'INCHES AND IS STAMPED LONE OAK 1953.
 GE0860'
 GE0860'TO REACH THE STATION FROM THE POST OFFICE IN SMITHVILLE GO SOUTH
 GE0860'FOR 0.05 MILE TO STATE HIGHWAY 115, TURN RIGHT AND GO WEST
 GE0860'ON STATE HIGHWAY 115 FOR 0.2 MILE TO A POINT WHERE STATE
 GE0860'HIGHWAY 115 TURNS SOUTH, CONTINUE STRAIGHT AHEAD AND GO WESTERLY
 GE0860'AND NORTHWESTERLY FOR 2.85 MILES TO A FORK, KEEP RIGHT FORK
 GE0860'AND GO 4.4 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 GE0860'CONTINUE NORTHWEST FOR 0.5 MILE TO THE STATION AS DESCRIBED.
 GE0860'
 GE0860'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0693 ***********************************************************************
 GF0693  DESIGNATION -  LONG
 GF0693  PID         -  GF0693
 GF0693  STATE/COUNTY-  AR/MARION
 GF0693  USGS QUAD   -  BULL SHOALS (1980)
 GF0693
 GF0693                         *CURRENT SURVEY CONTROL
 GF0693  ___________________________________________________________________
 GF0693* NAD 83(1997)-  36 28 04.73023(N)    092 32 16.56936(W)     ADJUSTED  
 GF0693* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 GF0693  ___________________________________________________________________
 GF0693  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GF0693  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GF0693
 GF0693  HORZ ORDER  -  FIRST
 GF0693
 GF0693.The horizontal coordinates were established by classical geodetic methods
 GF0693.and adjusted by the National Geodetic Survey in September 1999..
 GF0693
 GF0693.The orthometric height was scaled from a topographic map.
 GF0693
 GF0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0693
 GF0693.The geoid height was determined by GEOID03.
 GF0693
 GF0693;                    North         East     Units Scale Factor Converg.
 GF0693;SPC AR N     -   236,966.143   351,783.489   MT  1.00005481   -0 18 46.9
 GF0693;SPC AR N     -   777,446.42  1,154,143.00   sFT  1.00005481   -0 18 46.9
 GF0693;SPC MO C     -    70,417.579   496,600.106   MT  0.99993348   -0 01 21.2
 GF0693;UTM  15      - 4,035,955.595   541,397.433   MT  0.99962111   +0 16 28.7
 GF0693
 GF0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0693!SPC AR N     -   0.99994700  x   1.00005481  =   1.00000181
 GF0693!SPC MO C     -   0.99994700  x   0.99993348  =   0.99988048
 GF0693!UTM  15      -   0.99994700  x   0.99962111  =   0.99956813
 GF0693
 GF0693|---------------------------------------------------------------------|
 GF0693| PID    Reference Object                     Distance      Geod. Az  |
 GF0693|                                                           dddmmss.s |
 GF0693| GF0691 LONG LOOKOUT TOWER                   48.524 METERS 05959     |
 GF0693| CI2374 LONG RM 1                            22.650 METERS 10413     |
 GF0693| GF0682 WALLACE KNOB                        APPROX.18.9 KM 1301123.5 |
 GF0693| CI2375 LONG RM 2                            21.874 METERS 31334     |
 GF0693|---------------------------------------------------------------------|
 GF0693
 GF0693                          SUPERSEDED SURVEY CONTROL
 GF0693
 GF0693  NAD 83(1986)-  36 28 04.74129(N)    092 32 16.57187(W) AD(       ) 1
 GF0693  NAD 27      -  36 28 04.50600(N)    092 32 15.98500(W) AD(       ) 1
 GF0693
 GF0693.Superseded values are not recommended for survey control.
 GF0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0693.See file dsdata.txt to determine how the superseded data were derived.
 GF0693
 GF0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4139735956(NAD 83)
 GF0693_MARKER: DD = SURVEY DISK
 GF0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0693_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0693
 GF0693  HISTORY     - Date     Condition        Report By
 GF0693  HISTORY     - 1953     MONUMENTED       USE
 GF0693  HISTORY     - 1965     GOOD             CGS
 GF0693
 GF0693                          STATION DESCRIPTION
 GF0693
 GF0693'DESCRIBED BY US ENGINEERS 1953 (JCM)
 GF0693'THE STATION IS IN SECTION 25, T 21 N, R 15 W, ON THE SUMMIT
 GF0693'OF LONG MOUNTAIN, ABOUT 9 MILES NORTH AND 8-1/2 MILES WEST
 GF0693'OF MOUNTAIN HOME, 1/4 MILE WEST OF THE MARION-BAXTER COUNTY
 GF0693'LINE, 68 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 GF0693'AND 50 FEET NORTHEAST OF A FENCE CORNER.
 GF0693'
 GF0693'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME,
 GF0693'GO NORTH ON U.S. HIGHWAY 62 FOR 0.35 MILE TO THE JUNCTION
 GF0693'OF U.S. HIGHWAY 62 AND STATE HIGHWAY 5, TURN LEFT AND FOLLOW
 GF0693'STATE HIGHWAY 5 FOR 11.8 MILES TO THE THREE BROTHERS POST
 GF0693'OFFICE ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 3.15 MILES
 GF0693'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND FOLLOW THE MAIN
 GF0693'GRAVELED ROAD FOR 3.7 MILES TO A SIDE ROAD ON THE RIGHT,
 GF0693'TURN RIGHT AND GO 0.45 MILE TO THE TOP OF HILL AND STATION.
 GF0693'
 GF0693'LONG (USED) WAS USED AS THE STATION MARK.  IT IS A STANDARD
 GF0693'US ENGINEER DEPARTMENT DISK WHICH IS STAMPED LONG 1940.
 GF0693'THE DISK IS CEMENTED IN THE TOP OF AN 8 INCH ROUND CONCRETE
 GF0693'POST WHICH IS FLUSH WITH THE GROUND.
 GF0693'
 GF0693'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 GF0693'PROJECTS 5 INCHES AND THE DISK IS STAMPED LONG (USED) NO
 GF0693'1 1953.
 GF0693'
 GF0693'REFERENCE MARK 2 IS 1 FOOT WEST OF A FENCE LINE.  THE MARK
 GF0693'PROJECTS 5 INCHES AND THE DISK IS STAMPED LONG (USED) NO 2
 GF0693'1953.
 GF0693'
 GF0693'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 GF0693'
 GF0693'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GF0693
 GF0693                          STATION RECOVERY (1965)
 GF0693
 GF0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0693'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0693'CONDITION.  THE GRAVEL ROAD MENTIONED IN THE DESCRIPTION
 GF0693'HAS BEEN DESIGNATED AS STATE HIGHWAY 202.
 GF0693'
 GF0693'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0693'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0691 ***********************************************************************
 GF0691  DESIGNATION -  LONG LOOKOUT TOWER
 GF0691  PID         -  GF0691
 GF0691  STATE/COUNTY-  AR/MARION
 GF0691  USGS QUAD   -  BULL SHOALS (1980)
 GF0691
 GF0691                         *CURRENT SURVEY CONTROL
 GF0691  ___________________________________________________________________
 GF0691* NAD 83(1997)-  36 28 05.51756(N)    092 32 14.88160(W)     ADJUSTED  
 GF0691* NAVD 88     -                                                        
 GF0691  ___________________________________________________________________
 GF0691  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GF0691  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GF0691
 GF0691  HORZ ORDER  -  THIRD
 GF0691
 GF0691.The horizontal coordinates were established by classical geodetic methods
 GF0691.and adjusted by the National Geodetic Survey in September 1999..
 GF0691
 GF0691
 GF0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0691
 GF0691.The geoid height was determined by GEOID03.
 GF0691
 GF0691;                    North         East     Units Scale Factor Converg.
 GF0691;SPC AR N     -   236,990.183   351,825.643   MT  1.00005487   -0 18 45.9
 GF0691;SPC AR N     -   777,525.29  1,154,281.30   sFT  1.00005487   -0 18 45.9
 GF0691;SPC MO C     -    70,441.830   496,642.132   MT  0.99993347   -0 01 20.2
 GF0691;UTM  15      - 4,035,980.056   541,439.320   MT  0.99962116   +0 16 29.7
 GF0691
 GF0691                          SUPERSEDED SURVEY CONTROL
 GF0691
 GF0691  NAD 83(1986)-  36 28 05.52861(N)    092 32 14.88413(W) AD(       ) 4
 GF0691  NAD 27      -  36 28 05.29300(N)    092 32 14.29700(W) AD(       ) 3
 GF0691
 GF0691.Superseded values are not recommended for survey control.
 GF0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0691.See file dsdata.txt to determine how the superseded data were derived.
 GF0691
 GF0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4143935980(NAD 83)
 GF0691_MARKER: 57 = LOOKOUT TOWER
 GF0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0691+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 GF0691
 GF0691  HISTORY     - Date     Condition        Report By
 GF0691  HISTORY     - 1953     FIRST OBSERVED   CGS
 GF0691  HISTORY     - 20040831 GOOD             USPSQD
 GF0691
 GF0691                          STATION DESCRIPTION
 GF0691
 GF0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0691'THE STATION IS ABOUT 9 MILES NORTH AND 8-1/2 MILES WEST
 GF0691'OF MOUNTAIN HOME AND 1/4 MILE WEST OF THE MARION-BAXTER
 GF0691'COUNTY LINE.  IT IS A FOUR-LEGGED STEEL TOWER ABOUT 50 FEET
 GF0691'HIGH WITH A GLASS ENCLOSED HOUSE AT THE TOP.  THE POINT
 GF0691'INTERSECTED WAS THE APEX OF THE HOUSE.  A TRAVERSE WAS MADE
 GF0691'FROM TRIANGULATION STATION LONG (USED) AND THE DISTANCE
 GF0691'WAS FOUND TO BE 159.20 FEET (48.524 METERS) NORTHEAST OF
 GF0691'THE STATION.
 GF0691
 GF0691                          STATION RECOVERY (2004)
 GF0691
 GF0691'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1840 ***********************************************************************
 EJ1840  DESIGNATION -  LONO
 EJ1840  PID         -  EJ1840
 EJ1840  STATE/COUNTY-  AR/HOT SPRING
 EJ1840  USGS QUAD   -  WILLOW (1984)
 EJ1840
 EJ1840                         *CURRENT SURVEY CONTROL
 EJ1840  ___________________________________________________________________
 EJ1840* NAD 83(1997)-  34 09 52.61017(N)    092 41 24.09150(W)     ADJUSTED  
 EJ1840* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 EJ1840  ___________________________________________________________________
 EJ1840  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 EJ1840  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ1840
 EJ1840  HORZ ORDER  -  SECOND
 EJ1840
 EJ1840.The horizontal coordinates were established by classical geodetic methods
 EJ1840.and adjusted by the National Geodetic Survey in September 1999..
 EJ1840
 EJ1840.The orthometric height was scaled from a topographic map.
 EJ1840
 EJ1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1840
 EJ1840.The geoid height was determined by GEOID03.
 EJ1840
 EJ1840;                    North         East     Units Scale Factor Converg.
 EJ1840;SPC AR S     -   566,355.342   336,380.886   MT  0.99992104   -0 23 10.3
 EJ1840;SPC AR S     - 1,858,117.48  1,103,609.62   sFT  0.99992104   -0 23 10.3
 EJ1840;UTM  15      - 3,780,451.690   528,570.197   MT  0.99961006   +0 10 26.7
 EJ1840
 EJ1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1840!SPC AR S     -   0.99998043  x   0.99992104  =   0.99990148
 EJ1840!UTM  15      -   0.99998043  x   0.99961006  =   0.99959050
 EJ1840
 EJ1840|---------------------------------------------------------------------|
 EJ1840| PID    Reference Object                     Distance      Geod. Az  |
 EJ1840|                                                           dddmmss.s |
 EJ1840| CY6902 LONO RM 1                            26.932 METERS 00153     |
 EJ1840| CY6904 LONO RM 3                                          0065246.4 |
 EJ1840| EJ1833 LEOLA H G TOLER AND SONS TANK       APPROX. 8.9 KM 0732606.6 |
 EJ1840| EJ1834 LEOLA HERMAN WILSON LMBR CO TK      APPROX. 9.4 KM 0902611.1 |
 EJ1840| CY6903 LONO RM 2                            30.632 METERS 09713     |
 EJ1840| EJ1842 ARKANSAS FORESTRY COMM LOT 52       APPROX. 2.6 KM 1595700.3 |
 EJ1840| EJ1841 ROLLA RADIO STA KCY 29 MAST         APPROX. 6.9 KM 3120059.4 |
 EJ1840| EJ1831 LANDERS                             APPROX.11.1 KM 3343229.2 |
 EJ1840|---------------------------------------------------------------------|
 EJ1840
 EJ1840                          SUPERSEDED SURVEY CONTROL
 EJ1840
 EJ1840  NAD 83(1986)-  34 09 52.62057(N)    092 41 24.08132(W) AD(       ) 2
 EJ1840  NAD 27      -  34 09 52.27147(N)    092 41 23.49408(W) AD(       ) 2
 EJ1840
 EJ1840.Superseded values are not recommended for survey control.
 EJ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1840.See file dsdata.txt to determine how the superseded data were derived.
 EJ1840
 EJ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2857080452(NAD 83)
 EJ1840_MARKER: DS = TRIANGULATION STATION DISK
 EJ1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1840
 EJ1840  HISTORY     - Date     Condition        Report By
 EJ1840  HISTORY     - 1964     MONUMENTED       CGS
 EJ1840
 EJ1840                          STATION DESCRIPTION
 EJ1840
 EJ1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1840'THE STATION IS ABOUT 5-3/4 MILES WEST OF LEOLA, 1-1/4 MILES
 EJ1840'NORTH OF THE DALLAS-HOT SPRING COUNTY LINE, IN THE SOUTHWEST
 EJ1840'1/4 OF SECTION 25, T 6 S, R 16 W., ON THE WEST SIDE OF STATE
 EJ1840'HIGHWAY 9 AND ON THE PROPERTY OF THE STURGIS LUMBER COMPANY.
 EJ1840'IT IS 6 FEET SOUTHWEST OF A WITNESS POST, 16 FEET SOUTH-SOUTHWEST
 EJ1840'OF A 10 INCH OAK TREE, 30 FEET SOUTHWEST OF A TELEPHONE
 EJ1840'POLE, 41 FEET NORTHWEST OF A 24 INCH OAK TREE, 54 FEET WEST
 EJ1840'OF THE CENTERLINE OF STATE HIGHWAY 9 AND 196 FEET NORTH OF
 EJ1840'THE DRIVEWAY LEADING TO MR. MELTONS HOUSE.  THE MONUMENT
 EJ1840'PROJECTS 5 INCHES AND THE DISK IS STAMPED LONO 1964.
 EJ1840'
 EJ1840'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 229 IN
 EJ1840'LEOLA, GO SOUTH AND WESTERLY ON STATE HIGHWAY 46 FOR 6.05
 EJ1840'MILES TO THE JUNCTION WITH STATE HIGHWAY 9.  TURN RIGHT
 EJ1840'AND GO NORTH ON HIGHWAY 9 FOR 1.1 MILES TO THE DALLAS-HOT SPRING
 EJ1840'COUNTY LINE.  CONTINUE NORTH ON HIGHWAY 9 FOR 1.2 MILES
 EJ1840'TO THE STATION ON THE LEFT JUST NORTH OF MR. MELTONS HOME.
 EJ1840'
 EJ1840'TO REACH REFERENCE MARK 3 FROM THE STATION GO NORTH ON HIGHWAY
 EJ1840'9 FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 EJ1840'
 EJ1840'REFERENCE MARK 1 IS 9 FEET EAST OF A 10 INCH OAK TREE, 17
 EJ1840'FEET SOUTH OF A 12 INCH TWIN TRUNK OAK TREE, 53 FEET WEST
 EJ1840'OF THE CENTERLINE OF HIGHWAY 9 AND 86 FEET NORTH OF THE
 EJ1840'WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 EJ1840'IS STAMPED LONO NO 1 1964.
 EJ1840'
 EJ1840'REFERENCE MARK 2 IS 5 FEET NORTH OF A 14 INCH OAK TREE, 5 FEET
 EJ1840'SOUTH OF A 12 INCH PINE TREE, 46 FEET EAST OF THE CENTER
 EJ1840'LINE OF HIGHWAY 9 AND 63 FEET SOUTHEAST OF A POWER POLE.
 EJ1840'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED LONO
 EJ1840'NO 2 1964.
 EJ1840'
 EJ1840'REFERENCE MARK 3 IS 1 FOOT EAST OF A WITNESS POST, 10 FEET
 EJ1840'SOUTH OF A 12 INCH PINE TREE, 33 FEET NORTHWEST OF A 24 INCH
 EJ1840'PINE TREE AND 37 FEET EAST OF THE CENTERLINE OF HIGHWAY
 EJ1840'9.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 EJ1840'LONO NO 3 1964.
 EJ1840'
 EJ1840'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3082 ***********************************************************************
 EH3082  DESIGNATION -  LONOKE COM CO SHORT WATER TK
 EH3082  PID         -  EH3082
 EH3082  STATE/COUNTY-  AR/LONOKE
 EH3082  USGS QUAD   -  LONOKE (1982)
 EH3082
 EH3082                         *CURRENT SURVEY CONTROL
 EH3082  ___________________________________________________________________
 EH3082* NAD 83(1997)-  34 47 05.98201(N)    091 54 39.92135(W)     ADJUSTED  
 EH3082* NAVD 88     -                                                        
 EH3082  ___________________________________________________________________
 EH3082  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EH3082  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH3082
 EH3082  HORZ ORDER  -  THIRD
 EH3082
 EH3082.The horizontal coordinates were established by classical geodetic methods
 EH3082.and adjusted by the National Geodetic Survey in September 1999..
 EH3082
 EH3082
 EH3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3082
 EH3082.The geoid height was determined by GEOID03.
 EH3082
 EH3082;                    North         East     Units Scale Factor Converg.
 EH3082;SPC AR S     -   634,960.705   408,137.704   MT  1.00000414   +0 02 59.1
 EH3082;SPC AR S     - 2,083,200.25  1,339,031.78   sFT  1.00000414   +0 02 59.1
 EH3082;UTM  15      - 3,849,740.381   599,626.228   MT  0.99972233   +0 37 16.6
 EH3082
 EH3082                          SUPERSEDED SURVEY CONTROL
 EH3082
 EH3082  NAD 83(1986)-  34 47 05.98700(N)    091 54 39.91344(W) AD(       ) 4
 EH3082  NAD 27      -  34 47 05.66300(N)    091 54 39.41200(W) AD(       ) 3
 EH3082
 EH3082.Superseded values are not recommended for survey control.
 EH3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3082.See file dsdata.txt to determine how the superseded data were derived.
 EH3082
 EH3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9962649740(NAD 83)
 EH3082_MARKER: 51 = TANK
 EH3082
 EH3082  HISTORY     - Date     Condition        Report By
 EH3082  HISTORY     - 1934     FIRST OBSERVED   CGS
 EH3082
 EH3082                          STATION DESCRIPTION
 EH3082
 EH3082'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3080 ***********************************************************************
 EH3080  DESIGNATION -  LONOKE COMP CO TALL WATER TK
 EH3080  PID         -  EH3080
 EH3080  STATE/COUNTY-  AR/LONOKE
 EH3080  USGS QUAD   -  LONOKE (1982)
 EH3080
 EH3080                         *CURRENT SURVEY CONTROL
 EH3080  ___________________________________________________________________
 EH3080* NAD 83(1997)-  34 47 05.99854(N)    091 54 39.15318(W)     ADJUSTED  
 EH3080* NAVD 88     -                                                        
 EH3080  ___________________________________________________________________
 EH3080  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EH3080  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH3080
 EH3080  HORZ ORDER  -  THIRD
 EH3080
 EH3080.The horizontal coordinates were established by classical geodetic methods
 EH3080.and adjusted by the National Geodetic Survey in September 1999..
 EH3080
 EH3080
 EH3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3080
 EH3080.The geoid height was determined by GEOID03.
 EH3080
 EH3080;                    North         East     Units Scale Factor Converg.
 EH3080;SPC AR S     -   634,961.232   408,157.234   MT  1.00000414   +0 02 59.6
 EH3080;SPC AR S     - 2,083,201.98  1,339,095.86   sFT  1.00000414   +0 02 59.6
 EH3080;UTM  15      - 3,849,741.102   599,645.746   MT  0.99972238   +0 37 17.0
 EH3080
 EH3080                          SUPERSEDED SURVEY CONTROL
 EH3080
 EH3080  NAD 83(1986)-  34 47 06.00339(N)    091 54 39.14535(W) AD(       ) 4
 EH3080  NAD 27      -  34 47 05.67991(N)    091 54 38.64300(W) AD(       ) 3
 EH3080
 EH3080.Superseded values are not recommended for survey control.
 EH3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3080.See file dsdata.txt to determine how the superseded data were derived.
 EH3080
 EH3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9964649741(NAD 83)
 EH3080_MARKER: 51 = TANK
 EH3080
 EH3080  HISTORY     - Date     Condition        Report By
 EH3080  HISTORY     - 1934     FIRST OBSERVED   CGS
 EH3080
 EH3080                          STATION DESCRIPTION
 EH3080
 EH3080'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2169 ***********************************************************************
 EH2169  DESIGNATION -  LONOKE E BASE
 EH2169  PID         -  EH2169
 EH2169  STATE/COUNTY-  AR/LONOKE
 EH2169  USGS QUAD   -  CARLISLE (1994)
 EH2169
 EH2169                         *CURRENT SURVEY CONTROL
 EH2169  ___________________________________________________________________
 EH2169* NAD 83(1997)-  34 46 57.39421(N)    091 43 59.71466(W)     ADJUSTED  
 EH2169* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 EH2169  ___________________________________________________________________
 EH2169  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 EH2169  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2169
 EH2169  HORZ ORDER  -  FIRST
 EH2169
 EH2169.The horizontal coordinates were established by classical geodetic methods
 EH2169.and adjusted by the National Geodetic Survey in September 1999..
 EH2169
 EH2169.The orthometric height was scaled from a topographic map.
 EH2169
 EH2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2169
 EH2169.The geoid height was determined by GEOID03.
 EH2169
 EH2169;                    North         East     Units Scale Factor Converg.
 EH2169;SPC AR S     -   634,724.340   424,415.034   MT  1.00000359   +0 08 57.5
 EH2169;SPC AR S     - 2,082,424.77  1,392,434.99   sFT  1.00000359   +0 08 57.5
 EH2169;UTM  15      - 3,849,666.678   615,900.866   MT  0.99976556   +0 43 21.8
 EH2169
 EH2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2169!SPC AR S     -   0.99999322  x   1.00000359  =   0.99999681
 EH2169!UTM  15      -   0.99999322  x   0.99976556  =   0.99975878
 EH2169
 EH2169|---------------------------------------------------------------------|
 EH2169| PID    Reference Object                     Distance      Geod. Az  |
 EH2169|                                                           dddmmss.s |
 EH2169| EH2172 LONOKE E BASE RM 3                   32.340 METERS 00450     |
 EH2169| EH3052 DALLAS LOUISVILLE AWY BCN 35        APPROX.17.9 KM 0583210.0 |
 EH2169| EH2166 CARLISLE                             29.851 METERS 17701     |
 EH2169| EH2173 LONOKE E BASE RM 4                   47.674 METERS 21251     |
 EH2169| EH2164 LONOKE E BASE RM 1                   77.575 METERS 23925     |
 EH2169| EH2160 LONOKE E BASE AZ MK                                2544449.4 |
 EH2169| EH2161 LONOKE E BASE AZ MK RESET                          2635238.6 |
 EH2169| EH3083 DALLAS LOUISVILLE AWY BCN 32        APPROX.23.9 KM 2681553.1 |
 EH2169| EH3082 LONOKE COM CO SHORT WATER TK        APPROX.16.3 KM 2705855.9 |
 EH2169| EH3080 LONOKE COMP CO TALL WATER TK        APPROX.16.3 KM 2705906.2 |
 EH2169| EH3078 CARLISLE ARK ST RICE MILL E TK      APPROX. 1.6 KM 2725517.0 |
 EH2169| EH3079 CARLISLE ARK ST RICE MILL W TK      APPROX. 1.6 KM 2734927.0 |
 EH2169| CY5183 LONOKE E BASE RM                                   27409     |
 EH2169| EH3054 CARLISLE MUNICIPAL TANK             APPROX. 1.2 KM 2790814.6 |
 EH2169| EH3077 DALLAS LOUISVILLE AWY BCN 33        APPROX. 3.7 KM 3125036.2 |
 EH2169| EH2171 LONOKE E BASE RM 2                   65.560 METERS 35638     |
 EH2169|---------------------------------------------------------------------|
 EH2169
 EH2169                          SUPERSEDED SURVEY CONTROL
 EH2169
 EH2169  NAD 83(1986)-  34 46 57.39820(N)    091 43 59.70880(W) AD(       ) 1
 EH2169  NAD 27      -  34 46 57.06900(N)    091 43 59.22502(W) AD(       ) 1
 EH2169
 EH2169.Superseded values are not recommended for survey control.
 EH2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2169.See file dsdata.txt to determine how the superseded data were derived.
 EH2169
 EH2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1590149667(NAD 83)
 EH2169_MARKER: DS = TRIANGULATION STATION DISK
 EH2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2169_STAMPING: LONOKE E BASE 1934
 EH2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2169+STABILITY: SURFACE MOTION
 EH2169
 EH2169  HISTORY     - Date     Condition        Report By
 EH2169  HISTORY     - 1934     MONUMENTED       CGS
 EH2169  HISTORY     - 1935     GOOD             ARGS
 EH2169  HISTORY     - 1938     GOOD             CGS
 EH2169  HISTORY     - 1938     GOOD             CGS
 EH2169  HISTORY     - 1940     GOOD             CGS
 EH2169  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH2169  HISTORY     - 1965     GOOD             CGS
 EH2169  HISTORY     - 1967     GOOD             CGS
 EH2169  HISTORY     - 1970     GOOD             NGS
 EH2169  HISTORY     - 1970     GOOD             NGS
 EH2169
 EH2169                          STATION DESCRIPTION
 EH2169
 EH2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 EH2169'THE STATION IS LOCATED ON THE CHICAGO ROCK ISLAND AND PACIFIC
 EH2169'RAILROAD RIGHT-OF-WAY AT THE FIRST PUBLIC-ROAD CROSSING,
 EH2169'ABOUT 0.8 MILE E OF THE RAILWAY STATION IN CARLISLE.  THE
 EH2169'STATION IS 44.2 FEET E OF A N-S ROAD, 78.2 FEET N OF THE N
 EH2169'RAIL OF THE RAILROAD, 31.21 FEET N OF E-W FENCE LINE, AND
 EH2169'98.02 FEET N OF TRAVERSE STATION CARLISLE.
 EH2169'
 EH2169'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 EH2169'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH2169'
 EH2169'THE SURFACE MARK IS 2 FEET BELOW THE SURFACE OF THE GROUND.
 EH2169'
 EH2169'REFERENCE MARK NO.1 IS 254.45 FEET FROM THE TRIANGULATION
 EH2169'STATION, 49.5 FEET S OF THE S RAIL OF THE CHICAGO ROCK ISLAND AND
 EH2169'PACIFIC RAILROAD, AND 1.5 FEET S OF AN E-W FENCE LINE.
 EH2169'
 EH2169'REFERENCE MARK NO.2 IS 215.1 FEET FROM THE TRIANGULATION STATION,
 EH2169'24 FEET E OF THE CENTER LINE OF A N-S COUNTRY ROAD, AND
 EH2169'2 FEET E OF THE FENCE LINE.
 EH2169'
 EH2169'THE AZIMUTH MARK IS JUST E OF A FILLING STATION LORECO,
 EH2169'SERVICE STATION OWNED BY H. HUFF, 54 FEET S OF CENTER LINE
 EH2169'OF U.S. HIGHWAY 70, AND ABOUT 36 FEET FROM THE NE CORNER
 EH2169'OF THE FILLING STATION, 0.2 MILE E OF CARLISLE, AND 0.5
 EH2169'MILE FROM STATION.
 EH2169'
 EH2169'TO REACH, GO TO U.S. HIGHWAY 70 AND FOLLOW IT TO THE PETERSON
 EH2169'WAREHOUSE.  THE WAREHOUSE IS ABOUT 0.8 MILE E OF CARLISLE.
 EH2169'
 EH2169'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 EH2169
 EH2169                          STATION RECOVERY (1935)
 EH2169
 EH2169'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 EH2169'A CONCRETE UNDERGROUND MARK 1.0 FOOT IN DIAMETER BURIED TO
 EH2169'A DEPTH OF 14 INCHES IS LOCATED 29.3 FEET NE OF A FENCE
 EH2169'CORNER, AND 23.7 FEET E OF N-S FENCE LINE WAS FOUND IN GOOD
 EH2169'CONDITION.
 EH2169'
 EH2169'REFERENCE MARK NO. 1 IS A CONCRETE POST 1.0 FOOT IN DIAMETER
 EH2169'PROJECTING 1.0 FOOT.  IT IS LOCATED 78.6 FEET S OF E-W FENCE
 EH2169'LINE.
 EH2169'
 EH2169'REFERENCE MARK NO.2 IS A CONCRETE POST 1.0 FOOT IN DIAMETER
 EH2169'PROJECTING 0.5 FOOT.  IT IS LOCATED 185 FEET W OF PETERSONS
 EH2169'WAREHOUSE (NW CORNER).  IT IS 151 FEET W OF CENTER LINE OF
 EH2169'DIRT ROAD, 54.4 FEET S OF THE N RAIL OF CHICAGO ROCK ISLAND
 EH2169'AND PACIFIC RAILROAD, AND 24.3 FEET S OF TELEGRAPH POLE
 EH2169'NO.3620.  CONDITION GOOD.
 EH2169'
 EH2169'THE AZIMUTH MARK IS A CONCRETE POST 1.0 FOOT IN DIAMETER
 EH2169'PROJECTING 0.67 FOOT.  IT IS LOCATED 57.4 FEET S OF THE
 EH2169'CENTER LINE OF U.S. HIGHWAY 70, 43.2 FEET NE OF CORNER OF
 EH2169'FILLING STATION, AND 27.1 FEET W OF CENTER LINE DIRT ROAD.
 EH2169'CONDITION GOOD.
 EH2169
 EH2169                          STATION RECOVERY (1938)
 EH2169
 EH2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CWC)
 EH2169'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 EH2169'CONDITION.  THE PRESENT DESCRIPTION FOLLOWS- THE STATION
 EH2169'IS ABOUT 0.8 MILE E OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2169'RAILWAY STATION AT CARLISLE, ON THE W.L. MURRAY PROPERTY
 EH2169'(NOT ON THE RAILROAD RIGHT-OF-WAY), NEAR A ROAD CROSSING, 78.2
 EH2169'FEET N OF THE N RAIL OF THE MAIN TRACK OF THE CHICAGO ROCK
 EH2169'ISLAND AND PACIFIC RAILWAY, 31 FEET N OF THE RIGHT-OF-WAY
 EH2169'FENCE, 39 FEET (NOT 29) NE OF A FENCE CORNER, 24 FEET E OF A
 EH2169'FENCE, 44 FEET E OF THE CENTER LINE OF A ROAD, AND 37-1/2
 EH2169'FEET N OF RAILROAD POLE NO. 102 PLUS 01.  THE SURFACE
 EH2169'MARK IS ABOUT 14 INCHES BELOW GROUND.  THE DISK IS STAMPED
 EH2169'LONOKE EAST BASE 1934.
 EH2169'
 EH2169'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EH2169'DISKS SET IN CONCRETE AS DESCRIBED.
 EH2169'
 EH2169'REFERENCE MARK NO.1 IS SW OF THE STATION, 169 FEET (NOT 151)
 EH2169'W OF THE CENTER LINE OF THE ROAD, 49.5 FEET S OF THE S RAIL
 EH2169'OF THE MAIN TRACK, 1-1/2 FEET S OF THE RIGHT-OF-WAY FENCE, 24
 EH2169'FEET S OF POLE NO.3620, AND 6 FEET S OF A POLE.  THE MARK
 EH2169'PROJECTS 8 INCHES ABOVE GROUND.  THE DISK IS STAMPED E BASE
 EH2169'LONOKE NO.1 1934.
 EH2169'
 EH2169'REFERENCE MARK NO.2, IS N OF THE STATION, 23 FEET E OF THE
 EH2169'CENTER LINE OF THE ROAD, 103.3 FEET SSW OF THE W.L. MURRAY
 EH2169'RESIDENCE, AND 2-1/2 FEET E OF A FENCE.  THE MARK PROJECTS
 EH2169'8 INCHES ABOVE GROUND.  THE DISK IS STAMPED E BASE LONOKE
 EH2169'1934 NO.2.
 EH2169'
 EH2169'THE DISTANCE BETWEEN THE REFERENCE MARKS WOULD BE DIFFICULT TO
 EH2169'MEASURE ACCURATELY.  H.E. BREEN IN 1935 APPARENTLY HAD THE
 EH2169'NUMBERS OF THE REFERENCE MARKS REVERSED.
 EH2169'
 EH2169'THE AZIMUTH MARK IS WSW OF THE STATION, 43.2 FEET ENE OF THE
 EH2169'H. HUFF SERVICE STATION, 57-1/2 FEET S OF THE CENTER LINE OF
 EH2169'U.S. HIGHWAY 70, AND 28 FEET W OF THE CENTER LINE OF A ROAD.
 EH2169'
 EH2169'THERE IS A SIGN BOARD ON LINE TO THE AZIMUTH MARK.  A SIGNAL
 EH2169'10 FEET HIGH AT THE AZIMUTH MARK IS NECESSARY TO CLEAR THE SIGN.
 EH2169'THE LINE WILL PROBABLY BE TOTALLY OBSTRUCTED BY TREES IN
 EH2169'SUMMER.
 EH2169'
 EH2169'THE FOLLOWING DISTANCE AND DIRECTIONS WERE MEASURED.
 EH2169
 EH2169                          STATION RECOVERY (1938)
 EH2169
 EH2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 EH2169'THE MARKS WERE ALL RECOVERED AS DESCRIBED BY C.W.C., 1938
 EH2169'RECOVERY NOTE, AND ARE IN GOOD CONDITION.  PRESENT DESCRIPTION
 EH2169'FOLLOWS- STATION IS A STANDARD BRONZE DISK IN A CONCRETE
 EH2169'CYLINDER, AND IS BURIED ABOUT 15
 EH2169'INCHES, STAMPED LONOKE E BASE 1934.  STATION IS ABOUT 0.8
 EH2169'MILE E OF THE RAILROAD STATION IN CARLISLE, ARKANSAS, ON
 EH2169'PROPERTY OF W.L. MURRAY AND NOT THE RAILROAD RIGHT-OF-WAY,
 EH2169'NEAR A ROAD CROSSING.  IT IS 78.2 FEET N OF N RAIL OF MAIN
 EH2169'TRACK OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 31 FEET
 EH2169'N OF RIGHT-OF-WAY FENCE, 39 FEET NE OF A FENCE CORNER, 24
 EH2169'FEET E OF A FENCE, 44 FEET E OF CENTER OF N-S ROAD (DIRT) AND
 EH2169'37-1/2 FEET N OF RAILROAD POLE NO.102 PLUS 1.
 EH2169'
 EH2169'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK IN A CONCRETE
 EH2169'CYLINDER, STAMPED LONOKE E BASE
 EH2169'NO.1 1934.  IT IS SW OF STATION ACROSS THE TRACKS 169 FEET
 EH2169'W OF CENTER LINE OF ROAD, 49.5 FEET S OF S RAIL OF MAIN
 EH2169'TRACK, 1-1/2 FEET S OF RIGHT-OF-WAY FENCE, 24 FEET S OF POLE
 EH2169'NO.3620, AND 6 FEET S OF A POLE.  THE MARK PROJECTS 8 INCHES
 EH2169'ABOVE THE GROUND.
 EH2169'
 EH2169'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A
 EH2169'CONCRETE CYLINDER, STAMPED E BASE
 EH2169'NO.2 1934, N OF STATION, 23 FEET E OF CENTER LINE OF ROAD,
 EH2169'103.3 FEET SSW OF W.L. MURRAY RESIDENCE, AND 2-1/2 FEET E OF
 EH2169'A FENCE.  MARK PROJECTS 8 INCHES ABOVE GROUND.
 EH2169'
 EH2169'AZIMUTH MARK IS A STANDARD BRONZE DISK IN A CONCRETE CYLINDER,
 EH2169'STAMPED LONOKE E BASE AZIMUTH
 EH2169'1934, AND PROJECTS 8 INCHES ABOVE GROUND.  ABOVE 0.8 MILE WSW OF
 EH2169'STATION, 43.2 FEET E OF CARSON AND LISENBY ESSO STATION
 EH2169'(OWNERS HAVE CHANGED THIS YEAR), 57-1/2 FEET S OF CENTER
 EH2169'LINE OF U.S. HIGHWAY 70, AND 28 FEET W OF CENTER LINE OF
 EH2169'A DIRT ROAD.  THERE IS A SIGNBOARD ON LINE TO THE AZIMUTH
 EH2169'MARK.  A SIGNAL 10 FEET HIGH AT AZIMUTH IS NEEDED TO CLEAR
 EH2169'SIGN.
 EH2169'
 EH2169'TO REACH THE STATION FROM LONOKE GO E ON U.S. HIGHWAY 70 TO
 EH2169'CARLISLE, THEN E ABOUT 0.8 MILE TO PETERSON WAREHOUSE, TURN
 EH2169'N ON DIRT ROAD ABOUT 0.1 MILE ACROSS THE RAILROAD TRACKS AND
 EH2169'STATION ON THE RIGHT.
 EH2169'
 EH2169'LINE WILL PROBABLY BE OBSTRUCTED BY TREES IN SUMMER.
 EH2169
 EH2169                          STATION RECOVERY (1940)
 EH2169
 EH2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2169'STATION IS LOCATED ABOUT 1 MILE E OF CARLISLE AND ABOUT 10
 EH2169'MILES E OF LONOKE ON THE PROPERTY OF W.L. MURRAY WHO LIVES
 EH2169'IN THE FIRST HOUSE N OF THE STATION.  IT IS 15 INCHES BELOW
 EH2169'THE SURFACE OF THE GROUND AND 78.2 FEET N OF THE N RAIL OF THE
 EH2169'ROCK ISLAND RAILROAD AND 31 FEET N OF N RIGHT-OF-WAY FENCE
 EH2169'AND 44 FEET E OF THE CENTER LINE OF A N-S DIRT ROAD.  STATION
 EH2169'IS STAMPED LONOKE E BASE 1934.
 EH2169'
 EH2169'STATION IS REACHED AS FOLLOWS- FROM THE INTERSECTION OF THE
 EH2169'MAIN N-S STREET IN CARLISLE AND U.S. HIGHWAY 70,GO E ON
 EH2169'U.S. HIGHWAY 70 1.0 MILE TO DIRT ROAD LEADING N ON THE W
 EH2169'SIDE OF RICE WAREHOUSE, TURN LEFT (N) AND GO ABOUT 100 YARDS
 EH2169'TO RAILROAD CROSSING.  STATION IS ABOUT 30 YARDS NE OF THIS
 EH2169'CROSSING.
 EH2169'
 EH2169'REFERENCE MARK NO.1 IS STAMPED LONOKE E BASE NO.1 1934
 EH2169'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 1.0
 EH2169'FOOT S OF THE S RIGHT-OF-WAY FENCE AND 169 FEET W OF THE CENTER
 EH2169'LINE OF DIRT ROAD.
 EH2169'
 EH2169'REFERENCE MARK NO.2 IS STAMPED LONOKE E BASE NO.2 1934
 EH2169'AND IS ABOUT THE ELEVATION OF THE STATION.  IT IS 1.0 FOOT
 EH2169'E OF N-S FENCE ON THE W SIDE OF MURRAYS PROPERTY.
 EH2169'
 EH2169'AZIMUTH MARK IS FLUSH WITH THE GROUND 57.5 FEET S OF THE CENTER
 EH2169'LINE OF U.S. HIGHWAY 70 AND 43.2 FEET E OF THE CARSON AND
 EH2169'LISENBY SERVICE STATION.
 EH2169'
 EH2169'ALL MARKS ARE IN GOOD CONDITION AND NO NEW MARKS WERE
 EH2169'ESTABLISHED.
 EH2169
 EH2169                          STATION RECOVERY (1954)
 EH2169
 EH2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH2169'TRIANGULATION STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 EH2169'IT MAY BE COVERED BY A DIRT FILL.
 EH2169'
 EH2169'REFERENCE MARK 1 IS 0.7 MI. E ALONG THE CHICAGO, ROCK ISLAND
 EH2169'AND PACIFIC RAILROAD FROM THE STATION AT CARLISLE, AT A
 EH2169'ROAD CROSSING, 169 FT. W OF THE CENTERLINE OF A N-AND-S
 EH2169'GRAVELED ROAD, 51 FT. W OF A TELEPHONE POLE, 49.5 FT. S OF
 EH2169'THE S RAIL OF THE MAIN TRACK, 1.2 FT. S OF A FENCE, 1.2 FT. W
 EH2169'OF A WITNESS POST, A REFERENCE-MARK DISK, SET IN THE TOP OF
 EH2169'A CONCRETE POST PROJECTING 0.8 FT. ABOVE THE GROUND, AND
 EH2169'STAMPED LONOKE E BASE NO 1 1934.
 EH2169'
 EH2169'REFERENCE MARK 2 IS 103.3 FT. SW OF THE SW CORNER OF A
 EH2169'FARMHOUSE, 293 FT. N OF THE N RAIL OF THE MAIN TRACK, 62
 EH2169'FT. S OF A FENCE CORNER, 23 FT. E OF THE CENTERLINE OF A
 EH2169'GRAVELED ROAD, 1 FT. E OF A FENCE, 1.8 FT. E OF A WITNESS
 EH2169'POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 EH2169'POST PROJECTING 0.6 FT. ABOVE THE GROUND, AND STAMPED LONOKE
 EH2169'E BASE NO 2 1934.
 EH2169'
 EH2169'AZIMUTH MARK IS 0.65 MI. SW OF REFERENCE MARK 1, 57 FT. S
 EH2169'OF THE CENTERLINE OF U.S. HIGHWAY 70, 21 FT. NE OF THE NE
 EH2169'CORNER OF MYRTLES CAFE, 51.7 FT. SW OF A POWER POLE, 28 FT.
 EH2169'W OF THE CENTERLINE OF A DIRT ROAD LEADING S, AN AZIMUTH-MARK
 EH2169'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FT.
 EH2169'ABOVE THE GROUND, AND STAMPED LONOKE E BASE AZI 1934.
 EH2169
 EH2169                          STATION RECOVERY (1965)
 EH2169
 EH2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2169'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 EH2169'AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED AND
 EH2169'SHOULD BE CONSIDERED LOST.  A NEW AZIMUTH MARK WAS ESTABLISHED
 EH2169'AT THIS TIME.  THE DISTANCES AND DIRECTIONS TO REFERENCE
 EH2169'MARKS 1 AND 2 CHECKED.  THE STATION WAS FOUND TO BE UNDER A
 EH2169'GRAVELED DRIVEWAY, AND TOO CLOSE TO A POWER LINE TO ERECT
 EH2169'A TOWER OVER AT THIS TIME.  A REFERENCE MARK NO. 3 WAS
 EH2169'ESTABLISHED AND OCCUPIED AS THE STATION.  FOR FURTHER
 EH2169'REFERENCE TO THIS STATION, SEE THE DESCRIPTIONS OF LONOKE E
 EH2169'BASE 1934 RM 3.
 EH2169'
 EH2169'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EH2169
 EH2169                          STATION RECOVERY (1967)
 EH2169
 EH2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH2169'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION,
 EH2169'INCLUDING THE 1934 AZIMUTH MARK.  FOLLOWING IS A DESCRIPTION
 EH2169'OF THE 1934 AZIMUTH MARK.
 EH2169'
 EH2169'AZIMUTH MARK IS A STANDARD DISK, STAMPED LONOKE E BASE AZI
 EH2169'1934, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 EH2169'THE GROUND SURFACE.  IT IS LOCATED IN THE PARKING AREA FOR
 EH2169'MYRTLES CAFE, 57 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 EH2169'70, 52 FEET SOUTHWEST OF A POWERLINE POLE, 28 FEET WEST OF
 EH2169'THE CENTER OF A ROAD LEADING SOUTH, 21 FEET NORTHEAST OF
 EH2169'THE NORTHEAST CORNER OF MYRTLES CAFE.
 EH2169'
 EH2169'TO REACH FROM THE RAILROAD DEPOT IN CARLISLE, GO SOUTH ON
 EH2169'SOUTH COURT STREET FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY
 EH2169'70.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 70 FOR 0.15 MILE TO
 EH2169'MYRTLES CAFE ON THE RIGHT ANDAZIMUTH MARK AS DESCRIBED.
 EH2169'
 EH2169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.7 MILE EAST.
 EH2169
 EH2169                          STATION RECOVERY (1970)
 EH2169
 EH2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EH2169'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 EH2169'CONDITION.  HOWEVER, THE REFERENCE MARK NO. 1 IS NOW INSIDE
 EH2169'A BUILDING OF THE BRANDT MACHINE CO. AND COULD NOT BE CHECKED
 EH2169'FOR ANGLE OR DISTANCE.  A NEW REFERENCE MARK NO. 4 WAS
 EH2169'ESTABLISHED.  THE STATION WAS OCCUPIED AND ALL HORIZONTAL
 EH2169'ANGLES OBSERVED USING A DISTANT RADIO MAST AS THE INITIAL.
 EH2169'IN CHECKING THE HORIZONTAL ANGLES BETWEEN POSITIONED
 EH2169'INTERSECTION STATION CARLISLE, ARKANSAS STATE RICE MILL TALL
 EH2169'WATER TANK 1934, REFERENCE MARK NO. 2 AND TRAVERSE
 EH2169'STATION CARLISLE 1916 BM 920 AGAINST THE 1934 VALUES,
 EH2169'ALL CHECKED WITHIN THE REQUIRED LIMITS.  IN CHECKING THE
 EH2169'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND
 EH2169'REFERENCE MARK NO. 2 A DISCREPANCY OF - 0.01 OF A FOOT
 EH2169'WAS NOTED AS MEASURED IN 1934 AND PLUS 0.14 OF A FOOT AS
 EH2169'MEASURED IN 1938, AND - 0.01 OF A FOOT WAS NOTED BETWEEN
 EH2169'THE STATION AND REFERENCE MARK NO. 3.
 EH2169'
 EH2169'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH2169'
 EH2169'THE STATION IS LOCATED ABOUT 0.5 OF A MILE EAST OF CARLISLE,
 EH2169'ABOUT 0.1 OF A MILE NORTH OF U, S, HIGHWAY 70 AND ON THE PROPERTY
 EH2169'OF THE WINCROCK FARMS, CARLISLE DIVISION.
 EH2169'
 EH2169'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70
 EH2169'AND STATE ROUTE 13 ABOUT 0.25 OF A MILE SOUTH OF THE NEW
 EH2169'POST OFFICE IN CARLISLE, GO EASTERLY ON U.S. HIGHWAY 70 FOR
 EH2169'0.7 OF A MILE TO A CROSSROAD.  HERE TURN LEFT AND GO NORTH,
 EH2169'CROSSING THE RAILROAD TRACKS FOR APPROXIMATELY 0.1 OF A
 EH2169'MILE TO A LARGE CONCRETE GRAIN ELEVATOR AND THE STATION ON THE
 EH2169'RIGHT AS DESCRIBED.
 EH2169'
 EH2169'THE STATION IS 78.1 FEET NORTH OF THE NORTH RAIL OF THE
 EH2169'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD TRACK, 46 FEET
 EH2169'EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 44.1 FEET
 EH2169'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A GRAIN ELEVATOR,
 EH2169'48.9 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 EH2169'ELEVATOR, 39.5 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 37
 EH2169'FEET SOUTH OF THE APPROXIMATE CENTER OF THE CONCRETE RAMP
 EH2169'LEADING INTO THE ELEVATOR, 26.2 FEET NORTH OF THE NORTH
 EH2169'RAIL OF A SIDING, 25 FEET WEST OF A LARGE GAS METER, AND
 EH2169'IN THE NORTH EDGE OF A GRAVELED DRIVE ALONG THE SOUTH SIDE
 EH2169'OF THE ELEVATOR.  IT IS A STANDARD DISK SET IN THE TOP OF
 EH2169'12-INCH, ROUND, CONCRETE MONUMENT ABOUT 22 INCHES BELOW
 EH2169'THE SURFACE OF THE DRIVEWAY AND THE DISK IS STAMPED LONOKE
 EH2169'E BASE 1934.  NOTE- BOTH THE 1934 AND
 EH2169'1938 DESCRIPTIONS STATE THAT THE DISK IS STAMPED LONOKE
 EH2169'EAST BASE 1934 WHICH IS IN ERROR.
 EH2169'
 EH2169'REFERENCE MARK NO. 2 IS 113 FEET NORTHWEST OF THE NORTHWEST
 EH2169'CORNER OF THE WINROCK FARMS MAINTENANCE BUILDING, 93 FEET NORTH
 EH2169'OF A SOUTHWEST FENCE CORNER POST, 73 FEET SOUTH OF THE APPROXIMATE
 EH2169'CENTER OF A PRIVATE DRIVEWAY. 62 FEET SOUTH OF A NORTHWEST
 EH2169'FENCE CORNER POST, 22 FEET EAST OF THE APPROXIMATE CENTER
 EH2169'OF THE GRAVELED ROAD, 1.1 FEET EAST OF A METAL WITNESS POST
 EH2169'AND SIGN, AND 0.5 OF A FOOT EAST OF A WOVEN WIRE FENCE.
 EH2169'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 EH2169'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 EH2169'STAMPED E BASE LONOKE NO 2 1934.
 EH2169'
 EH2169'REFERENCE MARK NO. 3 IS THE SAME AS LONOKE E.  BASE RM 3
 EH2169'STATION AND THE DESCRIPTIVE MEASUREMENTS WILL BE FOUND IN THE
 EH2169'DESCRIPTION FOR THAT STATION.
 EH2169'
 EH2169'REFERENCE MARK NO. 4 IS 49.4 FEET SOUTH OF THE SOUTH RAIL
 EH2169'OF THE RAILROAD TRACK, 33 FEET WEST OF THE APPROXIMATE CENTER
 EH2169'OF A PAVED ROAD, 13 FEET SOUTH OF THE APPROXIMATE CENTER OF
 EH2169'A GRAVELED DRIVEWAY, 11 FEET NORTH OF THE APPROXIMATE CENTER
 EH2169'OF THE CONCRETE LOADING RAMP FLOOR, 1.2 FEET NORTH OF THE
 EH2169'SOUTH EDGE OF A CONCRETE FOOTING, AND 0.9 OF A FOOT EAST OF
 EH2169'THE EAST EDGE OF A STEEL STANCHION SUPPORTING THE ROOF OF
 EH2169'THE RAMP LEADING INTO THE BRANDT MACHINE CO.  IT IS A STANDARD
 EH2169'DISK CEMENTED IN A DRILL HOLE IN THE 2-1/2 BY 3 FOOT CONCRETE
 EH2169'FOOTING OF THE RAMP, AND THE DISK IS STAMPED LONOKE E BASE
 EH2169'1934 NO 4 1970.
 EH2169'
 EH2169'CARLISLE 1916 BM 920 IS 55 FEET EAST OF THE APPROXIMATE CENTER
 EH2169'OF THE PAVED ROAD, 47 FEET NORTH-NORTHEAST OF THE NORTHWEST
 EH2169'CORNER OF THE WINROCK FARMS SEEDHOUSE, 38.5 FEET EAST OF A RAILROAD
 EH2169'SIGNAL AT CROSSING, 24.1 FEET NORTH OF THE NORTH RAIL OF
 EH2169'A RAILROAD SIGING, 17 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 EH2169'SEEDHOUSE DRIVE, 15 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 EH2169'RAILROAD TRACK, AND 1.1 FEET EAST OF A METAL WITNESS POST
 EH2169'AND SIGN.  IT IS A STANDARD TRIANGULATION STATION DISK SET
 EH2169'IN THE TOP OF A 14-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 EH2169'THE DISK IS STAMPED CARLISLE 1916 BM 920.
 EH2169'
 EH2169'THE AZIMUTH MARK IS 185 FEET NORTH OF THE APPROXIMATE CENTER
 EH2169'OF A GRAVELED ROAD, 123 FEET NORTH OF THE WEST END OF A LARGE
 EH2169'AMMONIA GAS STORAGE TANK, 39.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 EH2169'RAILROAD TRACKS, 18 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT
 EH2169'ROAD, AND 2.0 FEET EAST OF A METAL WITNESS POST AND SIGN.  IT
 EH2169'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 EH2169'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EH2169'LONOKE E.  BASE 1934 RESET 1965.
 EH2169'
 EH2169'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 EH2169'AND PAVED ROAD FOR APPROXIMATELY 0.1 OF A MILE TO A GRAVELED
 EH2169'ROAD RIGHT BETWEEN THE BRANDTS MACHINE CO. AND U. S. HIGHWAY
 EH2169'70.  HERE TURN RIGHT ON THE GRAVELED ROAD AND GO WESTERLY
 EH2169'FOR 0.15 OF A MILE TO A LARGE AMMONIA GAS STORAGE TANK AND
 EH2169'GRADED ROAD RIGHT.  HERE TURN RIGHT ON THE GRADED ROAD AND GO
 EH2169'NORTH FOR 185 FEET TO THE MARK ON THE RIGHT SOUTH OF THE
 EH2169'RAILROAD TRACKS AS DESCRIBED.
 EH2169'
 EH2169'HORIZONTAL MEASUREMENTS BETWEEN MARKS AT THIS STATION FOLLOW.
 EH2169'R.M. NO. 2 TO R.M. NO. 3 IS 111.09 FEET - (33.860) METERS.
 EH2169'R.M. NO. 3 TO R.M. NO. 4 IS 254.96 FEET - (77.712) METERS.
 EH2169'CARLISLE 1916 BM 920 TO R.M. NO. 3 IS 202.58 FEET - (61.746)
 EH2169'METERS.  CARLISLE 1916 BM 920 TO R.M. NO. 4 IS 95.98
 EH2169'FEET - 29.255 METERS.
 EH2169'
 EH2169'A HORIZONTAL MEASUREMENT WAS MADE BETWEEN CARLISLE 1916 BM
 EH2169'920 AND R.M. CARLISLE OF 32.61 FEET - 9.940 METERS.  THIS MARK
 EH2169'WAS NOT OBSERVED UPON OTHER THAN VERTICAL.
 EH2169'
 EH2169'NOTE- AT THE TIME THE VERTICAL CONTROL WAS OBSERVED AT THIS
 EH2169'STATION, THE STATION MARK WAS UNDER WATER AND WAS NOT LEVELED
 EH2169'THROUGH.
 EH2169'
 EH2169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 EH2169'0.5 OF A MILE EAST OF CARLISLE.
 EH2169
 EH2169                          STATION RECOVERY (1970)
 EH2169
 EH2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EH2169'0.5 MI E FROM CARLISLE.
 EH2169'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND STATE
 EH2169'ROUTE 13 ABOUT 0.25 OF A MILE SOUTH OF THE NEW POST OFFFICE IN
 EH2169'CARLISLE, GO EAST ON U. S. HIGHWAY 70 FOR 0.7 OF A MILE TO A
 EH2169'CROSSROAD.  HERE TURN LEFT AND GO NORTH CROSSING THE RAILROAD TRACKS
 EH2169'FOR APPROXIMATELY 0.1 OF A MILE TO A LARGE CONCRETE ELEVATOR AND THE
 EH2169'STATION ON THE RIGHT AS DESCRIBED.  THE MARK IS 254.49 FEET NORTHEAST
 EH2169'OF LONOKE EAST BASE R.M. 1, 215.09 FEET SOUTH OF LONOKE EAST BASE R.M.
 EH2169'2, 156.41 FEET NORTHEAST OF LONOKE EAST BASE R.M. 4, 106.09 FEET SOUTH
 EH2169'OF LONOKE E. BASE RM 3, 98.01 FEET NORTH OF CARLISLE, 78.1 FEET NORTH
 EH2169'OF THE NORTH RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2169'TRACK, 46 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 44.1
 EH2169'FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A GRAIN ELEVATOR, 48.9
 EH2169'FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE ELEVATOR, 39.5 FEET
 EH2169'NORTH-NORTHWEST OF A TELEPHONE POLE, 37 FEET SOUTH OF THE APPROXIMATE
 EH2169'CENTER OF THE CONCRETE RAMP LEADING INTO THE ELEVATOR, 26.2 FEET NORTH
 EH2169'OF THE NORTH RAIL OF A SIDING, 25 FEET WEST OF A LARGE GAS METER, AND
 EH2169'IN THE NORTH EDGE OF A GRAVELED DRIVE ALONG THE SOUTH SIDE OF THE
 EH2169'ELEVATOR.   IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 EH2169'CONCRETE MONUMENT ABOUT 22 INCHES BELOW THE SURFACE OF THE DRIVEWAY
 EH2169'AND THE DISK IS STAMPED LONOKE E BASE 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2160 ***********************************************************************
 EH2160  DESIGNATION -  LONOKE E BASE AZ MK
 EH2160  PID         -  EH2160
 EH2160  STATE/COUNTY-  AR/LONOKE
 EH2160  USGS QUAD   -  CARLISLE (1994)
 EH2160
 EH2160                         *CURRENT SURVEY CONTROL
 EH2160  ___________________________________________________________________
 EH2160* NAD 83(1986)-  34 46 48.     (N)    091 44 43.     (W)     SCALED    
 EH2160* NAVD 88     -        69.839  (meters)     229.13   (feet)  ADJUSTED  
 EH2160  ___________________________________________________________________
 EH2160  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH2160  DYNAMIC HT  -          69.774 (meters)     228.92  (feet)  COMP
 EH2160  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 EH2160
 EH2160  VERT ORDER  -  FIRST     CLASS II
 EH2160
 EH2160.The horizontal coordinates were scaled from a topographic map and have
 EH2160.an estimated accuracy of +/- 6 seconds.
 EH2160
 EH2160.The orthometric height was determined by differential leveling
 EH2160.and adjusted by the National Geodetic Survey in June 1991..
 EH2160
 EH2160.The geoid height was determined by GEOID03.
 EH2160
 EH2160.The dynamic height is computed by dividing the NAVD 88
 EH2160.geopotential number by the normal gravity value computed on the
 EH2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2160.degrees latitude (g = 980.6199 gals.).
 EH2160
 EH2160.The modeled gravity was interpolated from observed gravity values.
 EH2160
 EH2160;                    North         East    Units  Estimated Accuracy
 EH2160;SPC AR S     -   634,430.      423,320.      MT  (+/- 180 meters Scaled)
 EH2160
 EH2160                          SUPERSEDED SURVEY CONTROL
 EH2160
 EH2160  NGVD 29 (??/??/??)   69.850  (m)          229.17   (f) ADJUSTED    1 2
 EH2160
 EH2160.Superseded values are not recommended for survey control.
 EH2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2160.See file dsdata.txt to determine how the superseded data were derived.
 EH2160
 EH2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU148493(NAD 83)
 EH2160_MARKER: DZ = AZIMUTH MARK DISK
 EH2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2160_STAMPING: LONOKE E BASE AZI 1934
 EH2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2160+STABILITY: SURFACE MOTION
 EH2160
 EH2160  HISTORY     - Date     Condition        Report By
 EH2160  HISTORY     - 1934     MONUMENTED       CGS
 EH2160  HISTORY     - 1967     GOOD             CGS
 EH2160  HISTORY     - 20030609 MARK NOT FOUND   USACE
 EH2160
 EH2160                          STATION DESCRIPTION
 EH2160
 EH2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2160'0.3 MI SE FROM CARLISLE.
 EH2160'IT IS 0.15 MILE SOUTH ALONG SOUTH COURT STREET FROM THE CHICAGO, ROCK
 EH2160'ISLAND AND PACIFIC RAILROAD STATION IN CARLISLE, THENCE EAST ALONG
 EH2160'U.S. HIGHWAY 70 FOR 0.15 MILE, 57 FEET SOUTH OF THE CENTER OF U.S.
 EH2160'HIGHWAY 70, 21 FEET NORTHEAST OF THE NORTHEAST CORNER OF MYRTLES CAFE,
 EH2160'52 FEET SOUTHWEST OF A POWERLINE POLE, 28 FEET WEST OF THE CENTER OF A
 EH2160'ROAD LEADING SOUTH AND SET IN THE TOP OF A ROUND CONCRETE POST FLUSH.
 EH2160'THE MARK IS LOCATED IN THE PARKING AREA FOR THE CAFE.
 EH2160
 EH2160                          STATION RECOVERY (2003)
 EH2160
 EH2160'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2164 ***********************************************************************
 EH2164  DESIGNATION -  LONOKE E BASE RM 1
 EH2164  PID         -  EH2164
 EH2164  STATE/COUNTY-  AR/LONOKE
 EH2164  USGS QUAD   -  CARLISLE (1994)
 EH2164
 EH2164                         *CURRENT SURVEY CONTROL
 EH2164  ___________________________________________________________________
 EH2164* NAD 83(1986)-  34 46 55.     (N)    091 44 01.     (W)     SCALED    
 EH2164* NAVD 88     -        71.543  (meters)     234.72   (feet)  ADJUSTED  
 EH2164  ___________________________________________________________________
 EH2164  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2164  DYNAMIC HT  -          71.476 (meters)     234.50  (feet)  COMP
 EH2164  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 EH2164
 EH2164  VERT ORDER  -  FIRST     CLASS II
 EH2164
 EH2164.The horizontal coordinates were scaled from a topographic map and have
 EH2164.an estimated accuracy of +/- 6 seconds.
 EH2164
 EH2164.The orthometric height was determined by differential leveling
 EH2164.and adjusted by the National Geodetic Survey in June 1991..
 EH2164
 EH2164.The geoid height was determined by GEOID03.
 EH2164
 EH2164.The dynamic height is computed by dividing the NAVD 88
 EH2164.geopotential number by the normal gravity value computed on the
 EH2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2164.degrees latitude (g = 980.6199 gals.).
 EH2164
 EH2164.The modeled gravity was interpolated from observed gravity values.
 EH2164
 EH2164;                    North         East    Units  Estimated Accuracy
 EH2164;SPC AR S     -   634,650.      424,380.      MT  (+/- 180 meters Scaled)
 EH2164
 EH2164                          SUPERSEDED SURVEY CONTROL
 EH2164
 EH2164  NGVD 29 (??/??/??)   71.554  (m)          234.76   (f) ADJUSTED    1 2
 EH2164
 EH2164.Superseded values are not recommended for survey control.
 EH2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2164.See file dsdata.txt to determine how the superseded data were derived.
 EH2164
 EH2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU158495(NAD 83)
 EH2164_MARKER: DR = REFERENCE MARK DISK
 EH2164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2164_SP_SET: BUILDING
 EH2164_STAMPING: E BASE LONOKE NO 1 1934
 EH2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2164
 EH2164  HISTORY     - Date     Condition        Report By
 EH2164  HISTORY     - 1934     MONUMENTED       CGS
 EH2164  HISTORY     - 1970     GOOD             NGS
 EH2164
 EH2164                          STATION DESCRIPTION
 EH2164
 EH2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EH2164'0.5 MI E FROM CARLISLE.
 EH2164'HOWEVER, THE MARK IS NOW INSIDE THE NEW BUILDING OF THE BRANDT MACHINE
 EH2164'CO. AND IS SOUTH LOCATED AS TO BE DIFFICULT TO USE.  THE MARK IS NOW
 EH2164'SURROUNDED BY A CONCRETE WELL IN THE CONCRETE FLOOR OF THE PLANT, 1.0
 EH2164'FOOT SOUTH OF THE NORTH WALL OF THE BUILDING AND ABOUT 2 INCHES BELOW
 EH2164'THE FLOOR LEVEL.  NO CHECK COULD BE OBTAINED ON THE DISTANCES OR
 EH2164'DIRECTION AS GIVEN IN PREVIOUS RECOVERY NOTES, AND NO EFFORT WAS MADE
 EH2164'TO CHECK THE ELEVATION.  THE FOLLOWING MEASUREMENTS WERE TAKEN FROM
 EH2164'PREVIUOS RECOVERY NOTES FOR 1938 AND 1965.  THE STATION IS AT THE
 EH2164'LONOKE EAST BASE 1934 TRIANGULATION STATION SITE, 254.49 FEET
 EH2164'SOUTHWEST OF LONOKE EAST BASE, 169 FEET WEST OF THE APPROXIMATE CENTER
 EH2164'OF A PAVED ROAD, AND 49.6 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO,
 EH2164'ROCK ISLAND AND PACIFIC RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2171 ***********************************************************************
 EH2171  DESIGNATION -  LONOKE E BASE RM 2
 EH2171  PID         -  EH2171
 EH2171  STATE/COUNTY-  AR/LONOKE
 EH2171  USGS QUAD   -  CARLISLE (1994)
 EH2171
 EH2171                         *CURRENT SURVEY CONTROL
 EH2171  ___________________________________________________________________
 EH2171* NAD 83(1986)-  34 46 59.     (N)    091 43 59.     (W)     SCALED    
 EH2171* NAVD 88     -        71.721  (meters)     235.30   (feet)  ADJUSTED  
 EH2171  ___________________________________________________________________
 EH2171  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2171  DYNAMIC HT  -          71.653 (meters)     235.08  (feet)  COMP
 EH2171  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 EH2171
 EH2171  VERT ORDER  -  FIRST     CLASS II
 EH2171
 EH2171.The horizontal coordinates were scaled from a topographic map and have
 EH2171.an estimated accuracy of +/- 6 seconds.
 EH2171
 EH2171.The orthometric height was determined by differential leveling
 EH2171.and adjusted by the National Geodetic Survey in June 1991..
 EH2171
 EH2171.The geoid height was determined by GEOID03.
 EH2171
 EH2171.The dynamic height is computed by dividing the NAVD 88
 EH2171.geopotential number by the normal gravity value computed on the
 EH2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2171.degrees latitude (g = 980.6199 gals.).
 EH2171
 EH2171.The modeled gravity was interpolated from observed gravity values.
 EH2171
 EH2171;                    North         East    Units  Estimated Accuracy
 EH2171;SPC AR S     -   634,770.      424,430.      MT  (+/- 180 meters Scaled)
 EH2171
 EH2171                          SUPERSEDED SURVEY CONTROL
 EH2171
 EH2171  NGVD 29 (??/??/??)   71.732  (m)          235.34   (f) ADJUSTED    1 2
 EH2171
 EH2171.Superseded values are not recommended for survey control.
 EH2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2171.See file dsdata.txt to determine how the superseded data were derived.
 EH2171
 EH2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU159497(NAD 83)
 EH2171_MARKER: DR = REFERENCE MARK DISK
 EH2171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2171_SP_SET: MONUMENT
 EH2171_STAMPING: E BASE LONOKE NO 2 1934
 EH2171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2171+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2171
 EH2171  HISTORY     - Date     Condition        Report By
 EH2171  HISTORY     - 1934     MONUMENTED       CGS
 EH2171  HISTORY     - 1970     GOOD             NGS
 EH2171  HISTORY     - 20030609 GOOD             USACE
 EH2171
 EH2171                          STATION DESCRIPTION
 EH2171
 EH2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EH2171'0.5 MI E FROM CARLISLE.
 EH2171'THIS MARK IS AT THE LONOKE EAST BASE 1934 TRIANGULATION STATION SITE,
 EH2171'215.09 FEET NORTH OF LONOKE EAST BASE, 113 FEET NORTHWEST OF THE
 EH2171'NORTHWEST CORNER OF THE WINROCK FARMS MAINTENANCE BUILDING, 111.09
 EH2171'FEET NORTH-NORTHWEST OF LONOKE E BASE RM3, 93 FEET NORTH OF A
 EH2171'SOUTHWEST FENCE CORNER POST, 73 FEET SOUTH OF THE APPROXIMATE CENTER
 EH2171'OF A PRIVATE DRIVEWAY, 62 FEET SOUTH OF A NORTHWEST FENCE CORNER POST,
 EH2171'22 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 1.1 FEET
 EH2171'EAST OF A METAL WITNESS POST AND SIGN, AND 0.5 OF A FOOT EAST OF A
 EH2171'WOVEN WIRE FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 EH2171'OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTSS 6 INCHES AND THE
 EH2171'DISK IS STAMPED E BASE LONOKE NO 2 1934.
 EH2171
 EH2171                          STATION RECOVERY (2003)
 EH2171
 EH2171'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2172 ***********************************************************************
 EH2172  DESIGNATION -  LONOKE E BASE RM 3
 EH2172  PID         -  EH2172
 EH2172  STATE/COUNTY-  AR/LONOKE
 EH2172  USGS QUAD   -  CARLISLE (1994)
 EH2172
 EH2172                         *CURRENT SURVEY CONTROL
 EH2172  ___________________________________________________________________
 EH2172* NAD 83(1997)-  34 46 58.43994(N)    091 43 59.60734(W)     ADJUSTED  
 EH2172* NAVD 88     -        71.03   (meters)     233.0    (feet)  RESET     
 EH2172  ___________________________________________________________________
 EH2172  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 EH2172  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2172
 EH2172  HORZ ORDER  -  FIRST
 EH2172  VERT ORDER  -  THIRD
 EH2172
 EH2172.The horizontal coordinates were established by classical geodetic methods
 EH2172.and adjusted by the National Geodetic Survey in September 1999..
 EH2172
 EH2172.The orthometric height was computed from unverified reset data.
 EH2172.No vertical observational check was made to the station.
 EH2172
 EH2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2172
 EH2172.The geoid height was determined by GEOID03.
 EH2172
 EH2172;                    North         East     Units Scale Factor Converg.
 EH2172;SPC AR S     -   634,756.572   424,417.678   MT  1.00000366   +0 08 57.5
 EH2172;SPC AR S     - 2,082,530.52  1,392,443.67   sFT  1.00000366   +0 08 57.5
 EH2172;UTM  15      - 3,849,698.927   615,903.188   MT  0.99976557   +0 43 21.9
 EH2172
 EH2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2172!SPC AR S     -   0.99999306  x   1.00000366  =   0.99999672
 EH2172!UTM  15      -   0.99999306  x   0.99976557  =   0.99975863
 EH2172
 EH2172|---------------------------------------------------------------------|
 EH2172| PID    Reference Object                     Distance      Geod. Az  |
 EH2172|                                                           dddmmss.s |
 EH2172| EH2166 CARLISLE                             62.046 METERS 18105     |
 EH2172| EH2169 LONOKE E BASE                        32.340 METERS 18450     |
 EH2172| EH2173 LONOKE E BASE RM 4                   77.712 METERS 20135     |
 EH2172| EH2164 LONOKE E BASE RM 1                                 22407     |
 EH2172| EH2161 LONOKE E BASE AZ MK RESET                          2581053.7 |
 EH2172| EH3078 CARLISLE ARK ST RICE MILL E TK      APPROX. 1.6 KM 2714753.9 |
 EH2172| EH3079 CARLISLE ARK ST RICE MILL W TK      APPROX. 1.6 KM 2724142.9 |
 EH2172| EH3054 CARLISLE MUNICIPAL TANK             APPROX. 1.2 KM 2773254.5 |
 EH2172| EH2171 LONOKE E BASE RM 2                   33.860 METERS 34848     |
 EH2172|---------------------------------------------------------------------|
 EH2172
 EH2172                          SUPERSEDED SURVEY CONTROL
 EH2172
 EH2172  NAD 83(1986)-  34 46 58.44403(N)    091 43 59.60146(W) AD(       ) 1
 EH2172  NAD 27      -  34 46 58.11474(N)    091 43 59.11774(W) AD(       ) 1
 EH2172  NGVD 29 (??/??/??)   71.397  (m)          234.24   (f) ADJUSTED    ?  
 EH2172
 EH2172.Superseded values are not recommended for survey control.
 EH2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2172.See file dsdata.txt to determine how the superseded data were derived.
 EH2172
 EH2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1590349699(NAD 83)
 EH2172_MARKER: DR = REFERENCE MARK DISK
 EH2172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2172_SP_SET: MONUMENT
 EH2172_STAMPING: LONOKE E. BASE NO 3 1934
 EH2172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2172
 EH2172  HISTORY     - Date     Condition        Report By
 EH2172  HISTORY     - 1965     MONUMENTED       CGS
 EH2172  HISTORY     - 1967     GOOD             CGS
 EH2172  HISTORY     - 1970     GOOD             NGS
 EH2172  HISTORY     - 1970     GOOD             NGS
 EH2172
 EH2172                          STATION DESCRIPTION
 EH2172
 EH2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2172'THE STATION IS LOCATED 0.7 MILE EAST OF THE RAILROAD DEPOT
 EH2172'IN CARLISLE, 184 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 EH2172'TRACK, 92 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 EH2172'THE SOUTHERN RICE FARM GRAIN ELEVATOR, AND ON THE PROPERTY
 EH2172'OF THE SOUTHERN RICE FARM.
 EH2172'
 EH2172'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 EH2172'LONOKE E BASE NO 3 1934.  THE SURFACE DISK IS SET IN A ROUND
 EH2172'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 69 FEET
 EH2172'NORTH OF THE CENTER OF A CONCRETE RAMP LEADING TO SCALES,
 EH2172'50 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 28 FEET
 EH2172'EAST-SOUTHEAST OF A FENCE CORNER, 25 FEET EAST OF THE CENTER OF
 EH2172'A CONCRETE CULVERT HEADWALL, 22 FEET NORTHEAST OF THE CENTER OF
 EH2172'THE WEST CONCRETE FOUNDATION OF A LARGE HORIZONTAL TANK, 19
 EH2172'FEET NORTH OF AN IRON PIPE FENCE, 17.5 FEET NORTHWEST OF THE
 EH2172'CENTER OF THE EAST CONCRETE FOUNDATION OF THE LARGE
 EH2172'HORIZONTAL TANK, AND 15 FEET SOUTH OF A WIRE FENCE.  THE
 EH2172'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44
 EH2172'INCHES BELOW THE SURFACE OF THE GROUND.
 EH2172'
 EH2172'LONOKE E BASE 1934 IS A STANDARD STATION MARK DISK STAMPED
 EH2172'LONOKE E BASE 1934.  THE SURFACE DISK IS SET IN A ROUND CONCRETE
 EH2172'MONUMENT 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 EH2172'IS NEAR THE CENTER OF A GRAVELED DRIVEWAY, 88 FEET NORTHEAST
 EH2172'OF A RAILROAD CROSSING WARNING LIGHT, 78.3 FEET NORTH OF THE
 EH2172'NORTH RAIL OF THE MAIN RAILROAD TRACK, 48 FEET EAST OF THE
 EH2172'CENTER OF THE GRAVELED ROAD, 39 FEET NORTH-NORTHWEST OF A
 EH2172'TELEPHONE POLE, 38 FEET SOUTH OF THE CENTER OF THE CONCRETE
 EH2172'RAMP, 44 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 EH2172'THE GRAIN ELEVATOR, AND 26 FEET NORTH OF THE NORTH RAIL OF
 EH2172'A SPUR TRACK.  THE UNDERGROUND DISK WAS NOT INSPECTED AT
 EH2172'THIS TIME.
 EH2172'
 EH2172'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED E BASE LONOKE
 EH2172'NO 1 1934, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2172'8 INCHES.  IT IS 168.5 FEET WEST OF THE CENTER OF THE GRAVELED
 EH2172'ROAD, 79 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 EH2172'BRANDT MACHINE WORKS BUILDING, 51.5 FEET WEST OF A TELEPHONE
 EH2172'POLE, 49.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN RAILROAD
 EH2172'TRACK, AND 1.5 FEET SOUTH OF A WIRE FENCE.
 EH2172'
 EH2172'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED E BASE LONOKE
 EH2172'NO 2 1934, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2172'5 INCHES.  IT IS 103 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 EH2172'CORNER OF THE RESIDENCE OF MR. W.L. MURRAY, 95 FEET NORTH
 EH2172'OF THE FENCE CORNER, 72 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 EH2172'24 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, AND 1 FOOT
 EH2172'EAST OF A WIRE FENCE.
 EH2172'
 EH2172'AZIMUTH MARK, A STANDARD DISK STAMPED LONOKE E BASE 1934, RESET 1965,
 EH2172'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 EH2172'IT IS 127 FEET NORTH OF THE WEST END OF A LARGE HORIZONTAL
 EH2172'AMMONIA TANK, 40 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 EH2172'TRACK, 18 FEET EAST OF THE CENTER OF A TRACK ROAD, 3 FEET
 EH2172'NORTH OF A TELEPHONE POLE, AND 1.5 FEET EAST-NORTHEAST OF
 EH2172'A METAL WITNESS POST.
 EH2172'
 EH2172'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 EH2172'GRAVELED ROAD, CROSSING THE RAILROAD TRACK FOR 0.05 MILE TO
 EH2172'A CROSSROAD, JUST BEFORE REACHING U.S. HIGHWAY 70.  TURN
 EH2172'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO THE
 EH2172'AZIMUTH MARK ON THE RIGHT, ALONG THE SOUTH SIDE OF THE
 EH2172'RAILROAD TRACK.
 EH2172'
 EH2172'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2172
 EH2172                          STATION RECOVERY (1967)
 EH2172
 EH2172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH2172'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 EH2172'PREVIOUSLY DESCRIBED.
 EH2172
 EH2172                          STATION RECOVERY (1970)
 EH2172
 EH2172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EH2172'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 EH2172'CONDITION.  HOWEVER, THE REFERENCE MARK NO. 1 IS NOW INSIDE
 EH2172'A BUILDING OF THE BRANDT MACHINE CO. AND COULD NOT BE CHECKED
 EH2172'FOR ANGLE OR DISTANCE.  A NEW REFERENCE MARK NO. 4 WAS ESTABLISHED
 EH2172'WITH THE ARROW POINTING TO STATION LONOKE E. BASE 1934.
 EH2172'THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED
 EH2172'USING A DISTANT RADIO MAST FOR THE INITIAL.  IN CHECKING
 EH2172'THE HORIZONTAL ANGLES BETWEEN THE 1965 RESET AZIMUTH MARK,
 EH2172'CARLISLE, MUNICIPAL WATER TANK 1965, REFERENCE MARK NO. 2 AND
 EH2172'LONOKE E. BASE 1934 AGAINST THE 1965 OBSERVATIONS, ALL
 EH2172'CHECKED WITHIN THE LIMITS.  IN CHECKING THE HORIZONTAL
 EH2172'MEASURED DISTANCE BETWEEN THE STATION AND LONOKE E. BASE 1934
 EH2172'A DISCREPANCY OF - 0.01 OF A FOOT WAS NOTED, WHILE
 EH2172'THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED THE OLD
 EH2172'DISTANCE FLAT.
 EH2172'
 EH2172'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH2172'
 EH2172'THE STATION IS LOCATED ABOUT 0.5 OF A MILE EAST OF CARLISLE,
 EH2172'ABOUT 0.1 OF A MILE NORTH OF U.S. HIGHWAY 70 AND ON THE
 EH2172'PROPERTY OF THE WINROCK FARMS, CARLISLE DIVISION.
 EH2172'
 EH2172'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70
 EH2172'AND STATE ROUTE 13 ABOUT 0.25 OF A MILE SOUTH OF THE NEW
 EH2172'POST OFFICE IN CARLISLE, GO EASTERLY ON U. S. HIGHWAY 70
 EH2172'FOR 0.7 OF A MILE TO A CROSSROAD.  HERE TURN LEFT AND GO
 EH2172'NORTH, CROSSING THE RAILROAD TRACKS FOR APPROXIMATELY
 EH2172'0.1 OF A MILE TO STATION LONOKE E. BASE 1934 ON THE RIGHT,
 EH2172'CONTINUE NORTHERLY FOR ABOUT 107 FEET TO THE STATION ON
 EH2172'THE RIGHT IN FRONT OF THE WINROCK FARMS MAINTENANCE BUILDING
 EH2172'AS DESCRIBED.
 EH2172'
 EH2172'THE STATION IS 184 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO,
 EH2172'ROCK ISLAND AND PACIFIC RAILROAD TRACK, 70 FEET NORTH OF
 EH2172'THE APPROXIMATE CENTER OF THE CONCRETE RAMP LEADING INTO
 EH2172'A LARGE ELEVATOR, 51 FEET EAST OF THE APPROXIMATE CENTER
 EH2172'OF A GRAVELED ROAD, 42.7 FEET NORTHWEST OF THE SOUTHWEST
 EH2172'CORNER OF THE WINROCK FARMS MAINTENANCE BUILDING, 37.5 FEET
 EH2172'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE MAINTENANCE
 EH2172'BUILDING, 28 FEET EAST-SOUTHEAST OF A SOUTHEAST FENCE CORNER
 EH2172'POST, 24 FEET EAST OF THE POINT OF ANGLE IN AN L SHAPED CONCRETE
 EH2172'HEADWALL OF A CULVERT, AND 15 FEET SOUTH OF A WOVEN WIRE
 EH2172'FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 EH2172'A 10-INCH, ROUND, CONCRETE MONUMENT ABOUT 8 INCHES
 EH2172'BELOW THE SURFACE OF A GRAVELED PARKING AREA AND THE DISK
 EH2172'IS STAMPED LONOKE E. BASE NO 3 1934.  THE 1965
 EH2172'DESCRIPTION STATES THAT THE UNDERGROUND STATION MARK IS
 EH2172'ALSO A REFERENCE MARK DISK ABOUT 45 INCHES BELOW THE TOP
 EH2172'OF THE SURFACE MARK.
 EH2172'
 EH2172'REFERENCE MARK NO. 2 IS 113 FEET NORTHWEST OF THE NORTHWEST
 EH2172'CORNER OF THE MAINTENANCE BUILDING, 93 FEET NORTH OF A
 EH2172'SOUTHWEST FENCE CORNER POST, 73 FEET SOUTH OF THE APPROXIMATE
 EH2172'CENTER OF A PRIVATE DRIVEWAY, 62 FEET SOUTH OF A NORTHWEST
 EH2172'FENCE CORNER POST, 22 FEET EAST OF THE APPROXIMATE CENTER
 EH2172'OF THE GRAVELED ROAD, 1.1 FEET EAST OF A METAL WITNESS
 EH2172'POST AND SIGN, AND 0.5 OF A FOOT EAST OF A WOVEN WIRE FENCE.
 EH2172'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 EH2172'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 EH2172'STAMPED E BASE LONOKE NO 2 1934.
 EH2172'
 EH2172'REFERENCE MARK NO. 4 IS 49.4 FEET SOUTH OF THE SOUTH RAIL
 EH2172'OF THE RAILROAD TRACK, 33 FEET WEST OF THE APPROXIMATE
 EH2172'CENTER OF A PAVED ROAD, 13 FEET SOUTH OF THE APPROXIMATE
 EH2172'CENTER OF A GRAVELED DRIVEWAY, 11 FEET NORTH OF THE APPROXIMATE
 EH2172'CENTER OF THE CONCRETE LOADING RAMP FLOOR, 1.2 FEET NORTH
 EH2172'OF THE SOUTH EDGE OF A CONCRETE FOOTING, AND 0.9 OF A
 EH2172'FOOT EAST OF THE EAST EDGE OF A STEEL STANCHION SUPPORTING
 EH2172'THE ROOF OF THE RAMP LEADING INTO THE BRANDT MACHINE CO.
 EH2172'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE 2-1/2
 EH2172'BY 3 FOOT CONCRETE FOOTING OF THE RAMP, AND THE DISK IS
 EH2172'STAMPED LONOKE E BASE 1934 NO 4 1970.
 EH2172'
 EH2172'THE DESCRIPTIVE MEASUREMENTS FOR LONOKE E. BASE 1934 WILL BE
 EH2172'FOUND IN THE DESCRIPTION FOR THAT STATION.
 EH2172'
 EH2172'CARLISLE 1916 BM 920 IS 55 FEET EAST OF THE APPROXIMATE
 EH2172'CENTER OF THE PAVED ROAD, 47 FEET NORTH-NORTHEAST OF THE
 EH2172'NORTHWEST CORNER OF THE WINROCK FARMS SEEDHOUSE, 38.5 FEET
 EH2172'EAST OF A RAILROAD SIGNAL AT CROSSING, 24.1 FEET NORTH OF THE
 EH2172'NORTH RAIL OF A RAILROAD SIDING, 17 FEET NORTH OF THE
 EH2172'APPROXIMATE CENTER OF THE SEEDHOUSE DRIVE, 15 FEET SOUTH
 EH2172'OF THE SOUTH RAIL OF THE MAIN RAILROAD TRACK, AND 1.1 FEET
 EH2172'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 EH2172'TRIANGULATION STATION DISK SET IN THE TOP OF A 14-INCH,
 EH2172'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 EH2172'CARLISLE 1916 BM 920.
 EH2172'
 EH2172'THE AZIMUTH MARK IS 185 FEET NORTH OF THE APPROXIMATE CENTER
 EH2172'OF A GRAVELED ROAD, 123 FEET NORTH OF THE WEST END OF A
 EH2172'LARGE AMMONIA GAS STORAGE TANK, 39.5 FEET SOUTH OF THE SOUTH
 EH2172'RAIL OF THE RAILROAD TRACKS, 18 FEET EAST OF THE APPROXIMATE
 EH2172'CENTER OF A DIRT ROAD, AND 2.0 FEET EAST OF A METAL WITNESS
 EH2172'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 EH2172'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 EH2172'AND THE DISK IS STAMPED LONOKE E. BASE 1934 RESET 1965.
 EH2172'
 EH2172'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 EH2172'GRAVELED AND PAVED ROAD FOR APPROXIMATELY 0.1 OF A MILE TO
 EH2172'A GRAVELED ROAD RIGHT BETWEEN THE BRANDTS MACHINE CO. AND
 EH2172'U. S. HIGHWAY 70.  HERE TURN RIGHT ON THE GRAVELED ROAD AND GO
 EH2172'WESTERLY FOR 0.15 OF A MILE TO A LARGE AMMONIA GAS STORAGE
 EH2172'TANK AND A GRADED ROAD RIGHT.  HERE TURN RIGHT ON THE GRADED
 EH2172'ROAD AND GO NORTH FOR 185 FEET TO THE MARK ON THE RIGHT
 EH2172'SOUTH OF THE RAILROAD TRACKS AS DESCRIBED.
 EH2172'
 EH2172'HORIZONTAL MEASUREMENTS BETWEEN MARKS AT THIS STATION FOLLOW.
 EH2172'LONOKE E. BASE 1934 TO R.M. NO. 4 IS 156.41 FEET - (47.674)
 EH2172'METERS.  LONOKE E. BASE 1934 TO R.M. NO. 2 IS 215.09
 EH2172'FEET - (65.559) METERS.  LONOKE E. BASE 1934 TO CARLISLE
 EH2172'1916 BM 920 IS 98.01 FEET - 29.874 METERS.  CARLISLE 1916
 EH2172'BM 920 TO R.M. NO. 4 IS 95.98 FEET - 29.255 METERS.
 EH2172'
 EH2172'NOTE- AN ELEVATION WAS TRANSFERRED TO THIS STATION FROM
 EH2172'BENCH MARK CARLISLE.  SEE DESCRIPTION OF BENCH MARK.
 EH2172'
 EH2172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 EH2172'0.5 OF A MILE EAST OF CARLISLE.
 EH2172
 EH2172                          STATION RECOVERY (1970)
 EH2172
 EH2172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EH2172'0.5 MI E FROM CARLISLE.
 EH2172'THIS MARK IS AT THE LONOKE EAST BASE 1934 TRIANGULATION STATION SITE,
 EH2172'AND IS THE LONOKE E. BASE RM 3 STATION.  IT IS 254.96 FEET
 EH2172'NORTH-NORTHEAST OF LONOKE EAST BASE R.M. 4, 202.58 FEET NORTH OF
 EH2172'CARLISLE, 184 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO, ROCK ISLAND
 EH2172'AND PACIFIC RAILROAD TRACK, 111.09 FEET SOUTH-SOUTHEAST OF LONOKE EAST
 EH2172'BASE R.M. 2, 106.09 FEET NORTH OF LONOKE EAST BASE, 70 FEET NORTH OF
 EH2172'THE APPROXIMATE CENTER OF A CONCRETE RAMP INTO A LARGE ELEVATOR, 51
 EH2172'FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 42.7 FEET
 EH2172'NORTHWEST OF THE SOUTHWEST CORNER OF THE WINROCK FARMS MAINTENANCE
 EH2172'BUILDING, 37.5 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 EH2172'BUILDING, 28 FEET EAST-SOUTHEAST OF A SOUTH WEST FENCE CORNER POST, 24
 EH2172'FEET EAST OF THE POINT OF ANGLE IN AN L SHAPED CONCRETE HEADWALL OF A
 EH2172'CULVERT, AND 15 FEET SOUTH OF A WOVEN WIRE FENCE. IT IS A STANDARD
 EH2172'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 EH2172'MONUMENT ABOUT 8 INCHES BELOW THE SURFACE OF A GRAVELED PARKING AREA
 EH2172'AND THE DISK IS STAMPED LONOKE E. BASE NO 3 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2173 ***********************************************************************
 EH2173  DESIGNATION -  LONOKE E BASE RM 4
 EH2173  PID         -  EH2173
 EH2173  STATE/COUNTY-  AR/LONOKE
 EH2173  USGS QUAD   -  CARLISLE (1994)
 EH2173
 EH2173                         *CURRENT SURVEY CONTROL
 EH2173  ___________________________________________________________________
 EH2173* NAD 83(1986)-  34 46 55.     (N)    091 43 59.     (W)     SCALED    
 EH2173* NAVD 88     -        71.27   (meters)     233.8    (feet)  RESET     
 EH2173  ___________________________________________________________________
 EH2173  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2173
 EH2173  VERT ORDER  -  THIRD
 EH2173
 EH2173.The horizontal coordinates were scaled from a topographic map and have
 EH2173.an estimated accuracy of +/- 6 seconds.
 EH2173
 EH2173.The orthometric height was computed from unverified reset data.
 EH2173.No vertical observational check was made to the station.
 EH2173
 EH2173.The geoid height was determined by GEOID03.
 EH2173
 EH2173;                    North         East    Units  Estimated Accuracy
 EH2173;SPC AR S     -   634,650.      424,430.      MT  (+/- 180 meters Scaled)
 EH2173
 EH2173                          SUPERSEDED SURVEY CONTROL
 EH2173
 EH2173  NGVD 29 (??/??/??)   71.64   (m)          235.0    (f) RESET       3  
 EH2173
 EH2173.Superseded values are not recommended for survey control.
 EH2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2173.See file dsdata.txt to determine how the superseded data were derived.
 EH2173
 EH2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU159495(NAD 83)
 EH2173_MARKER: DR = REFERENCE MARK DISK
 EH2173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2173_SP_SET: CONCRETE FOOTING
 EH2173_STAMPING: LONOKE E BASE 1934 NO 4 1970
 EH2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2173
 EH2173  HISTORY     - Date     Condition        Report By
 EH2173  HISTORY     - 1970     MONUMENTED       NGS
 EH2173
 EH2173                          STATION DESCRIPTION
 EH2173
 EH2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EH2173'0.5 MI E FROM CARLISLE.
 EH2173'THIS MARK IS AT THE LONOKE EAST BASE 1934 TRIANGULATION STATION SITE,
 EH2173'254.96 FEET SOUTH-SOUTHWEST OF LONOKE E. BASE RM3, 156.41 FEET
 EH2173'SOUTHWEST OF LONOKE EAST BASE, 95.98 FEET WEST-SOUTHWEST OF CARLISLE,
 EH2173'49.4 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO, ROCK ISLAND AND
 EH2173'PACIFIC RAILROAD TRACKS, 33 FEET WEST OF THE APPROXIMATE CENTER OF A
 EH2173'PAVED ROAD, 13 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 EH2173'DRIVEWAY, 11 FEET NORTH OF THE APPROXIMATE CENTER OF THE CONCRETE
 EH2173'LOADING RAMP FLOOR, 1.2 FEET NORTH OF THE SOUTH EDGE OF A CONCRETE
 EH2173'FOOTING, AND 0.9 OF A FOOT EAST OF THE EAST EDGE OF A STEEL STANCHION
 EH2173'SUPPORTING THE ROOF OF THE RAMP LEADING INTO THE BRANDT MACHINE CO. IT
 EH2173'IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE 2
 EH2173'1/2 BY 3 FOOT CONCRETE FOOTING OF THE RAMP, AND THE DISK IS STAMPED
 EH2173'LONOKE E BASE 1934 NO 4 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3081 ***********************************************************************
 EH3081  DESIGNATION -  LONOKE MUNICIPAL TANK
 EH3081  PID         -  EH3081
 EH3081  STATE/COUNTY-  AR/LONOKE
 EH3081  USGS QUAD   -  LONOKE (1982)
 EH3081
 EH3081                         *CURRENT SURVEY CONTROL
 EH3081  ___________________________________________________________________
 EH3081* NAD 83(1997)-  34 46 59.60963(N)    091 53 56.64170(W)     ADJUSTED  
 EH3081* NAVD 88     -                                                        
 EH3081  ___________________________________________________________________
 EH3081  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 EH3081  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH3081
 EH3081  HORZ ORDER  -  THIRD
 EH3081
 EH3081.The horizontal coordinates were established by classical geodetic methods
 EH3081.and adjusted by the National Geodetic Survey in September 1999..
 EH3081
 EH3081
 EH3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3081
 EH3081.The geoid height was determined by GEOID03.
 EH3081
 EH3081;                    North         East     Units Scale Factor Converg.
 EH3081;SPC AR S     -   634,765.356   409,238.243   MT  1.00000373   +0 03 23.4
 EH3081;SPC AR S     - 2,082,559.34  1,342,642.47   sFT  1.00000373   +0 03 23.4
 EH3081;UTM  15      - 3,849,556.071   600,728.351   MT  0.99972505   +0 37 41.2
 EH3081
 EH3081                          SUPERSEDED SURVEY CONTROL
 EH3081
 EH3081  NAD 83(1986)-  34 46 59.61481(N)    091 53 56.63404(W) AD(       ) 4
 EH3081  NAD 27      -  34 46 59.29000(N)    091 53 56.13000(W) AD(       ) 3
 EH3081
 EH3081.Superseded values are not recommended for survey control.
 EH3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3081.See file dsdata.txt to determine how the superseded data were derived.
 EH3081
 EH3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0072849556(NAD 83)
 EH3081_MARKER: 51 = TANK
 EH3081
 EH3081  HISTORY     - Date     Condition        Report By
 EH3081  HISTORY     - 1940     FIRST OBSERVED   CGS
 EH3081
 EH3081                          STATION DESCRIPTION
 EH3081
 EH3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3081'POINT OBSERVED WAS THE FINIAL OF THE MUNICIPAL WATER TANK
 EH3081'IN LONOKE.  THIS IS A STEEL STRUCTURE PAINTED SILVER, APPROXIMATELY
 EH3081'100 FEET TO THE PLATFORM AND 35 FEET FROM PLATFORM TO FINIAL.
 EH3081'LONOKE IS PAINTED ON THE W SIDE OF THE TANK IN BLACK LETTERS.
 EH3081'THE TANK IS LOCATED IN THE SE PART OF LONOKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2115 ***********************************************************************
 EH2115  DESIGNATION -  LONOKE RM
 EH2115  PID         -  EH2115
 EH2115  STATE/COUNTY-  AR/LONOKE
 EH2115  USGS QUAD   -  LONOKE (1982)
 EH2115
 EH2115                         *CURRENT SURVEY CONTROL
 EH2115  ___________________________________________________________________
 EH2115* NAD 83(1986)-  34 47 03.     (N)    091 53 47.     (W)     SCALED    
 EH2115* NAVD 88     -        73.695  (meters)     241.78   (feet)  ADJUSTED  
 EH2115  ___________________________________________________________________
 EH2115  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH2115  DYNAMIC HT  -          73.626 (meters)     241.55  (feet)  COMP
 EH2115  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 EH2115
 EH2115  VERT ORDER  -  FIRST     CLASS II
 EH2115
 EH2115.The horizontal coordinates were scaled from a topographic map and have
 EH2115.an estimated accuracy of +/- 6 seconds.
 EH2115
 EH2115.The orthometric height was determined by differential leveling
 EH2115.and adjusted by the National Geodetic Survey in June 1991..
 EH2115
 EH2115.The geoid height was determined by GEOID03.
 EH2115
 EH2115.The dynamic height is computed by dividing the NAVD 88
 EH2115.geopotential number by the normal gravity value computed on the
 EH2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2115.degrees latitude (g = 980.6199 gals.).
 EH2115
 EH2115.The modeled gravity was interpolated from observed gravity values.
 EH2115
 EH2115;                    North         East    Units  Estimated Accuracy
 EH2115;SPC AR S     -   634,870.      409,480.      MT  (+/- 180 meters Scaled)
 EH2115
 EH2115                          SUPERSEDED SURVEY CONTROL
 EH2115
 EH2115  NGVD 29 (??/??/??)   73.709  (m)          241.83   (f) ADJUSTED    1 2
 EH2115
 EH2115.Superseded values are not recommended for survey control.
 EH2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2115.See file dsdata.txt to determine how the superseded data were derived.
 EH2115
 EH2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU009496(NAD 83)
 EH2115_MARKER: DR = REFERENCE MARK DISK
 EH2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2115_STAMPING: BM BM
 EH2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2115+STABILITY: SURFACE MOTION
 EH2115
 EH2115  HISTORY     - Date     Condition        Report By
 EH2115  HISTORY     - 1916     MONUMENTED       CGS
 EH2115  HISTORY     - 1967     GOOD             CGS
 EH2115  HISTORY     - 20030609 MARK NOT FOUND   USACE
 EH2115
 EH2115                          STATION DESCRIPTION
 EH2115
 EH2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2115'IN LONOKE.
 EH2115'IT IS 0.25 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2115'RAILROAD FROM THE STATION AT LONOKE, 57 FEET SOUTHEAST OF THE
 EH2115'SOUTHEAST CORNER OF BAILEY FUNERAL HOME, 120.6 FEET NORTH OF
 EH2115'TRIANGULATION STATION LONOKE, 97.5 FEET NORTH OF THE NORTH RAIL OF THE
 EH2115'MAIN TRACK, 32 FEET NORTH OF THE CENTER OF NORTH FRONT STREET, 22.1
 EH2115'FEET NORTH OF TRIANGULATION STATION LONOKE WEST BASE, 1.3 FEET NORTH
 EH2115'OF THE NORTH EDGE OF A SIDEWALK AND SET IN THE TOP OF A CONCRETE POST
 EH2115'2 INCHES BELOW THE GROUND SURFACE.
 EH2115
 EH2115                          STATION RECOVERY (2003)
 EH2115
 EH2115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2113 ***********************************************************************
 EH2113  DESIGNATION -  LONOKE W BASE
 EH2113  PID         -  EH2113
 EH2113  STATE/COUNTY-  AR/LONOKE
 EH2113  USGS QUAD   -  LONOKE (1982)
 EH2113
 EH2113                         *CURRENT SURVEY CONTROL
 EH2113  ___________________________________________________________________
 EH2113* NAD 83(1997)-  34 47 03.62355(N)    091 53 47.62640(W)     ADJUSTED  
 EH2113* NAVD 88     -        73.793  (meters)     242.10   (feet)  ADJUSTED  
 EH2113  ___________________________________________________________________
 EH2113  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 EH2113  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH2113  DYNAMIC HT  -          73.724 (meters)     241.88  (feet)  COMP
 EH2113  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 EH2113
 EH2113  HORZ ORDER  -  FIRST
 EH2113  VERT ORDER  -  FIRST     CLASS II
 EH2113
 EH2113.The horizontal coordinates were established by classical geodetic methods
 EH2113.and adjusted by the National Geodetic Survey in September 1999..
 EH2113
 EH2113.The orthometric height was determined by differential leveling
 EH2113.and adjusted by the National Geodetic Survey in June 1991..
 EH2113
 EH2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2113
 EH2113.The geoid height was determined by GEOID03.
 EH2113
 EH2113.The dynamic height is computed by dividing the NAVD 88
 EH2113.geopotential number by the normal gravity value computed on the
 EH2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2113.degrees latitude (g = 980.6199 gals.).
 EH2113
 EH2113.The modeled gravity was interpolated from observed gravity values.
 EH2113
 EH2113;                    North         East     Units Scale Factor Converg.
 EH2113;SPC AR S     -   634,889.277   409,467.328   MT  1.00000399   +0 03 28.4
 EH2113;SPC AR S     - 2,082,965.90  1,343,394.06   sFT  1.00000399   +0 03 28.4
 EH2113;UTM  15      - 3,849,682.236   600,956.126   MT  0.99972562   +0 37 46.4
 EH2113
 EH2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2113!SPC AR S     -   0.99999262  x   1.00000399  =   0.99999661
 EH2113!UTM  15      -   0.99999262  x   0.99972562  =   0.99971824
 EH2113
 EH2113|---------------------------------------------------------------------|
 EH2113| PID    Reference Object                     Distance      Geod. Az  |
 EH2113|                                                           dddmmss.s |
 EH2113| EH2115 LONOKE RM                             6.728 METERS 00229     |
 EH2113| EH3077 DALLAS LOUISVILLE AWY BCN 33        APPROX.12.5 KM 0791947.0 |
 EH2113| EH2120 LONOKE W BASE AZ MK                                0923614.1 |
 EH2113| EH2114 LONOKE W BASE RM 1                   44.752 METERS 11259     |
 EH2113| EH2116 LONOKE                               29.848 METERS 18249     |
 EH2113| EH3081 LONOKE MUNICIPAL TANK               260.454 METERS 24139     |
 EH2113| EH2112 LONOKE W BASE RM 2                   55.362 METERS 25454     |
 EH2113| EH3083 DALLAS LOUISVILLE AWY BCN 32        APPROX. 9.0 KM 2635954.5 |
 EH2113|---------------------------------------------------------------------|
 EH2113
 EH2113                          SUPERSEDED SURVEY CONTROL
 EH2113
 EH2113  NAD 83(1986)-  34 47 03.62850(N)    091 53 47.61924(W) AD(       ) 1
 EH2113  NAD 27      -  34 47 03.30200(N)    091 53 47.11900(W) AD(       ) 1
 EH2113  NGVD 29 (??/??/??)   73.806  (m)          242.15   (f) ADJUSTED    1 2
 EH2113
 EH2113.Superseded values are not recommended for survey control.
 EH2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2113.See file dsdata.txt to determine how the superseded data were derived.
 EH2113
 EH2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0095649682(NAD 83)
 EH2113_MARKER: DS = TRIANGULATION STATION DISK
 EH2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2113_STAMPING: LONOKE WEST BASE 1934
 EH2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2113+STABILITY: SURFACE MOTION
 EH2113
 EH2113  HISTORY     - Date     Condition        Report By
 EH2113  HISTORY     - 1934     MONUMENTED       CGS
 EH2113  HISTORY     - 1935     GOOD             ARGS
 EH2113  HISTORY     - 1935     GOOD             CGS
 EH2113  HISTORY     - 1938     GOOD             CGS
 EH2113  HISTORY     - 1938     GOOD             CGS
 EH2113  HISTORY     - 1940     GOOD             CGS
 EH2113  HISTORY     - 1954     GOOD             CGS
 EH2113  HISTORY     - 1956     GOOD             CGS
 EH2113  HISTORY     - 1964     GOOD             CGS
 EH2113  HISTORY     - 1967     GOOD             CGS
 EH2113  HISTORY     - 1967     GOOD             CGS
 EH2113  HISTORY     - 1976     GOOD             USGS
 EH2113
 EH2113                          STATION DESCRIPTION
 EH2113
 EH2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 EH2113'STATION IS LOCATED IN THE TOWN OF LONOKE, ON THE FIRST STREET
 EH2113'N OF THE ROCK ISLAND RAILROAD TRACKS, 63 FEET N OF THE ROCK
 EH2113'ISLAND TRACKS, 15 FEET S OF SIDEWALK.
 EH2113'
 EH2113'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH2113'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH2113'
 EH2113'REFERENCE MARK NO.1 IS 44.735 METERS (146.76 FEET) E OF
 EH2113'STATION, 15 FEET N OF TRACKS, 40 FEET S OF CENTER LINE OF
 EH2113'STREET WHERE STATION IS LOCATED.
 EH2113'
 EH2113'REFERENCE MARK NO.2 IS 55.360 METERS (181.63 FEET) W OF STATION,
 EH2113'13 FEET N OF N TRACK, 23 FEET W OF ROAD CROSSING TRACK, 40
 EH2113'FEET S OF CENTER LINE OF STREET WHERE STATION IS LOCATED.
 EH2113'
 EH2113'AZIMUTH MARK IS 1.3 MILES E OF LONOKE W BASE ALONG U.S. HIGHWAY
 EH2113'70 AT ROCHELLES LORECO FILLING STATION, 30 FEET S OF HIGHWAY,
 EH2113'75 FEET W OF FILLING STATION, 10 FEET W OF GATE TO CULTIVATED
 EH2113'FIELD IN E-W FENCE LINE.  MARK PROJECTS ABOUT 14 INCHES ABOVE
 EH2113'THE GROUND.
 EH2113'
 EH2113'AZIMUTH MARK MAY NOT BE VISIBLE FROM THE GROUND AT CERTAIN
 EH2113'SEASONS DUE TO FOLIAGE.
 EH2113'
 EH2113'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 EH2113
 EH2113                          STATION RECOVERY (1935)
 EH2113
 EH2113'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 EH2113'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE
 EH2113'POST 1 FOOT IN DIAMETER PROJECTING 1 INCH.  IT IS LOCATED
 EH2113'75.2 FEET N OF N RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2113'RAILWAY MAIN LINE, 22.5 FEET S OF E-W FENCE LINE, 16.9 FEET
 EH2113'S OF S EDGE OF CONCRETE SIDEWALK, AND 10.4 FEET N OF CENTER
 EH2113'LINE OF GRAVEL STREET.  CONCRETE CHIPPED ON BOTH SIDES DUE
 EH2113'TO TRAFFIC ON STREET.
 EH2113'
 EH2113'REFERENCE MARK NO.1 IS A ROUND CONCRETE POST 1 FOOT IN DIAMETER
 EH2113'PROJECTING 0.7 FOOT.  IT IS LOCATED 19.5 FEET N OF N RAIL
 EH2113'OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY AND 17.8 FEET
 EH2113'SW OF MILEPOST 111/10.  CONDITION GOOD.
 EH2113'
 EH2113'REFERENCE MARK NO.2 IS A ROUND CONCRETE POST 1 FOOT IN DIAMETER
 EH2113'PROJECTING 0.5 FOOT.  IT IS LOCATED 25.8 FEET N OF N RAIL
 EH2113'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AND 21.8
 EH2113'FEET W OF N-S GRAVEL STREET.  CONDITION GOOD.
 EH2113'
 EH2113'THE AZIMUTH MARK IS A CONCRETE POST 0.8 FOOT IN DIAMETER
 EH2113'PROJECTING 1 FOOT.  IT IS LOCATED 106.8 FEET W OF BUILDING
 EH2113'LINE OF ROCHELLES FILLING STATION, 51.3 FEET S OF CENTER LINE
 EH2113'OF U.S. HIGHWAY 70, 20.6 FEET W OF FENCE CORNER POST WITH
 EH2113'GATE, AND 1.5 FEET N OF E-W FENCE LINE.  CONDITION GOOD.
 EH2113'METAL FORM STILL AROUND THE POST.
 EH2113
 EH2113                          STATION RECOVERY (1935)
 EH2113
 EH2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH2113'STATION RECOVERED IN GOOD CONDITION, IN TOWN PARK, N OF
 EH2113'RAILROAD.  DISTANCE FROM STATION LONOKE 1916 IS 29.835 METERS
 EH2113'(97.99 FEET).
 EH2113'
 EH2113'REFERENCE MARK NO.1 RECOVERED IN GOOD CONDITION, AS DESCRIBED,
 EH2113'STAMPED LONOKE WEST BASE REFERENCE NO.1.  LOCATED ON RAILROAD
 EH2113'RIGHT-OF-WAY ON N SIDE OF RAILROAD.  DISTANCE FROM LONOKE
 EH2113'1916 IS 44.42 METERS (145.75 FEET).
 EH2113
 EH2113                          STATION RECOVERY (1938)
 EH2113
 EH2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CWC)
 EH2113'STATION MARK REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN
 EH2113'GOOD CONDITION.
 EH2113'
 EH2113'THE STATION, A STANDARD BRONZE DISK SET IN CONCRETE, IS ABOUT
 EH2113'400 YARDS E OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 EH2113'STATION AT LONOKE, ON EAST NORTH FRONT STREET, 10 FEET N OF
 EH2113'THE CENTER LINE OF THE STREET, 75.2 FEET (AS REPORTED BY H.E.
 EH2113'BREEN IN 1935) N OF THE N RAIL OF THE MAIN TRACK OF THE CHICAGO,
 EH2113'ROCK ISLAND AND PACIFIC RAILWAY, 47 FEET NNE OF RAILROAD
 EH2113'POLE 111 PLUS 11, 17 FEET S OF THE S EDGE OF A SIDEWALK, AND
 EH2113'96.9 FEET SSW OF THE SW CORNER OF THE R.M. GRIFFIN RESIDENCE.
 EH2113'THE MARK IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 EH2113'LONOKE WEST BASE 1934.
 EH2113'
 EH2113'REFERENCE MARK NO.1 IS ESE OF THE STATION, 142 FEET W OF A
 EH2113'STREET, 43 FEET S OF THE CENTER LINE OF EAST NORTH FRONT
 EH2113'STREET, 19.5 FEET (NOT 15 FEET) N OF THE N RAIL OF THE MAIN
 EH2113'TRACK, 6.5 FEET N OF THE N RAIL OF A SIDE TRACK, AND 18 FEET
 EH2113'SW OF POLE 111 PLUS 10.  THE MARK PROJECTS 6 INCHES ABOVE
 EH2113'GROUND.  THE DISK IS STAMPED LONOKE WEST BASE NO.1 1934.
 EH2113'
 EH2113'REFERENCE MARK NO.2 IS WSW OF THE STATION, 310.67 FEET W OF
 EH2113'REFERENCE MARK NO.1, 42 FEET S OF THE CENTER LINE OF EAST NORTH
 EH2113'FRONT STREET, 25.8 FEET N OF THE N RAIL OF THE MAIN TRACK,
 EH2113'12.8 FEET N OF THE N RAIL OF A SIDE TRACK, AND 5 FEET SE
 EH2113'OF POLE 111 PLUS 12.  THE MARK PROJECTS 6 INCHES ABOVE GROUND.
 EH2113'THE DISK IS STAMPED LONOKE WEST BASE NO.2 1934.  (THE STREET
 EH2113'E OF THIS REFERENCE MARK HAS BEEN ABANDONED).
 EH2113'
 EH2113'THE AZIMUTH MARK IS ABOUT 1.3 MILES E OF THE STATION.  IT
 EH2113'WAS NOT REDESCRIBED.  A RAILROAD POLE IS ON LINE TO THE AZIMUTH
 EH2113'MARK.
 EH2113
 EH2113                          STATION RECOVERY (1938)
 EH2113
 EH2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 EH2113'ALL MARKS RECOVERED AS DESCRIBED.  STATION IS LOCATED IN THE
 EH2113'CITY OF LONOKE, ARKANSAS, ON THE FIRST STREET N OF RAILROAD
 EH2113'TRACKS OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, ABOUT
 EH2113'300 YARDS E OF THE RAILROAD STATION, 75.2 FEET N OF N RAIL
 EH2113'OF THE MAIN LINE TRACK, 47 FEET NNE OF TELEPHONE POLE NO.111-11,
 EH2113'96.9 FEET SW OF THE SW CORNER OF R.M. GRIFFIN RESIDENCE, 16.8
 EH2113'FEET S OF S EDGE OF CONCRETE SIDEWALK, 7.5 FEET N OF CENTER
 EH2113'LINE OF ROAD.  MARK PROJECTS 1 INCH.
 EH2113'
 EH2113'REFERENCE MARK NO.1 IS ESE OF STATION, 45.5 FEET S OF CENTER
 EH2113'LINE OF ROAD, 17.9 FEET SW OF TELEPHONE POLE NO.111-10, 19.5
 EH2113'FEET N OF N RAIL OF MAIN LINE RAILROAD TRACKS, 6.5 FEET N
 EH2113'OF N RAIL OF RAILROAD SIDE TRACK.  MARK PROJECTS ABOUT 6
 EH2113'INCHES.
 EH2113'
 EH2113'REFERENCE MARK NO.2 IS WSW OF STATION, 40.5 FEET S OF CENTER
 EH2113'LINE OF ROAD, 25.8 FEET N OF N RAIL OF MAIN LINE OF RAILROAD,
 EH2113'12.8 FEET N OF N RAIL OF RAILROAD SIDE TRACK, 22 FEET W OF
 EH2113'CENTER LINE OF N AND S ROAD, 4.5 FEET S OF TELEPHONE POLE
 EH2113'NO.111-12.  MARK PROJECTS 4 INCHES.
 EH2113'
 EH2113'AZIMUTH MARK IS 1.3 MILES E OF STATION, 107 FEET W OF W SIDE
 EH2113'OF FILLING STATION, 51 FEET S OF CENTER LINE OF U.S. HIGHWAY
 EH2113'70, 10 FEET W OF GATE, IN E AND W FENCE LINE.  MARK PROJECTS
 EH2113'10 INCHES.
 EH2113'
 EH2113'LONOKE TRAVERSE STATION BENCH MARK IS A STANDARD DISK, SET
 EH2113'IN A 12- BY 12-INCH CONCRETE POST, IS S OF STATION, 18 FEET S
 EH2113'OF S RAIL OF MAIN LINE TRACK, 25 FEET NNW OF TELEPHONE POLE,
 EH2113'18.8 FEET ENE OF TELEPHONE POLE.  MARK IS FLUSH WITH GROUND.
 EH2113'
 EH2113'LONOKE TRAVERSE STATION REFERENCE MARK IS A STANDARD U.S.C.
 EH2113'AND G.S. REFERENCE MARK DISK SET IN A 6-INCH CONCRETE POST,
 EH2113'IS N OF STATION, 1 FOOT N OF N EDGE OF SIDEWALK.  MARK IS
 EH2113'FLUSH.
 EH2113
 EH2113                          STATION RECOVERY (1940)
 EH2113
 EH2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2113'IN THE TOWN OF LONOKE ON N SIDE OF E NORTH FRONT STREET, 0.2
 EH2113'MILE E OF RAILROAD STATION IN N EDGE OF OIL-TREATED SURFACE.
 EH2113'
 EH2113'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AS
 EH2113'DESCRIBED AND IN GOOD CONDITION.
 EH2113'
 EH2113'REFERENCE MARK NO.1 IS 19.5 FEET N OF N RAIL OF MAIN LINE,
 EH2113'45.5 FEET S OF CENTER LINE OF N FRONT STREET, STAMPED LONOKE
 EH2113'WEST BASE NO.1 1934.
 EH2113'
 EH2113'REFERENCE MARK NO.2 IS 25.8 FEET N OF N RAIL OF MAIN LINE,
 EH2113'39 FEET S OF CENTER LINE OF E NORTH FRONT STREET 4.5 FEET
 EH2113'SW OF TELEPHONE POLE, STAMPED LONOKE WEST BASE NO.2 1934.
 EH2113'
 EH2113'AZIMUTH AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 EH2113'TOPS OF 12-INCH CIRCULAR CONCRETE POSTS PROJECTING ABOUT 8
 EH2113'INCHES ABOVE THE GROUND.
 EH2113'
 EH2113'STATION LONOKE 1916 AND ONE REFERENCE MARK WERE CUT IN FROM
 EH2113'LONOKE WEST BASE.
 EH2113'
 EH2113'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 LONOKE 1916 AND
 EH2113'ITS REFERENCE MARK ARE ALL SET AT THE SAME ELEVATION AS STATION
 EH2113'LONOKE WEST BASE.
 EH2113'
 EH2113'THE AZIMUTH MARK IS 1.3 MILES E, 51 FEET S OF U.S. HIGHWAY
 EH2113'70, 107 FEET W OF NW CORNER OF ROCHELLES SERVICE STATION, 1
 EH2113'FOOT N OF WOODEN FENCE AND STAMPED WEST LONOKE BASE AZIMUTH
 EH2113'1934.  ALL MEASUREMENTS WERE CAREFULLY MADE OVER A LINE OF
 EH2113'STAKES.
 EH2113'
 EH2113'THERE WERE NO WITNESS POSTS SET AT THIS STATION.
 EH2113'
 EH2113'*BM BM (REFERENCE MARK) IS A STANDARD REFERENCE DISK STAMPED
 EH2113'BM BM.
 EH2113'
 EH2113'STATION IS REACHED BY GOING 0.3 MILE E ON U.S. HIGHWAY 70
 EH2113'FROM THE RAILROAD STATION TO THE SECOND CROSS STREET, TURN
 EH2113'LEFT AND CROSS RAILROAD TRACKS, TURN LEFT ONTO E NORTH FRONT
 EH2113'STREET AND GO 0.1 MILE TO STATION ON RIGHT.  THE MARK IS A
 EH2113'STANDARD DISK SET IN TOP OF AN 8-INCH CIRCULAR CONCRETE POST,
 EH2113'7-1/2 FEET N OF CENTER LINE OF STREET, 16.8 FEET S OF S EDGE
 EH2113'OF SIDEWALK, 97 FEET SW OF SW CORNER OF R.M. GRIFFINS HOUSE,
 EH2113'75.2 FEET N OF N RAIL OF ROCK ISLAND RAILROAD TRACK, STAMPED
 EH2113'LONOKE WEST BASE 1934.
 EH2113'
 EH2113'A 103-FOOT TOWER WAS USED.
 EH2113
 EH2113                          STATION RECOVERY (1954)
 EH2113
 EH2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH2113'0.25 MI. E ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2113'RAILROAD FROM THE STATION AT LONOKE, 72 FT. SE OF THE SE
 EH2113'CORNER OF THE BAILEY FUNERAL HOME, 75.4 FT. N OF THE N RAIL
 EH2113'OF THE MAIN TRACK, 17 FT. S OF THE S EDGE OF A SIDEWALK,
 EH2113'2.5 FT. S OF THE N EDGE OF EAST NORTH FRONT STREET, A
 EH2113'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 EH2113'PROJECTING 0.2 FT. ABOVE THE GROUND, AND STAMPED LONOKE WEST
 EH2113'BASE 1934.
 EH2113'
 EH2113'REFERENCE MARK 1 IS 146.8 FT. SE OF THE TRIANGULATION STATION,
 EH2113'218.8 FT. SE OF THE SE CORNER OF THE BAILEY FUNERAL HOME,
 EH2113'142 FT. W OF THE CENTER OF A STREET CROSSING, 18.6 FT. SW
 EH2113'OF A TELEPHONE POLE, 6.5 FT. N OF THE N RAIL OF A SIDETRACK,
 EH2113'A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST
 EH2113'PROJECTING 0.1 FT. ABOVE THE GROUND, AND STAMPED LONOKE W BASE
 EH2113'NO 1 1934.
 EH2113'
 EH2113'REFERENCE MARK 2 IS 181.6 FT. SW OF THE TRIANGULATION STATION,
 EH2113'137.5 FT. SW OF THE SW CORNER OF THE BAILEY FUNERAL HOME, 42 FT.
 EH2113'S OF THE CENTERLINE OF EAST NORTH FRONT STREET, 25.8 FT. N
 EH2113'OF THE N RAIL OF THE MAIN TRACK, 12.8 FT. N OF THE N RAIL OF
 EH2113'A SIDETRACK, 4.4 FT. SW OF A TELEPHONE POLE, A REFERENCE-MARK
 EH2113'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT.
 EH2113'ABOVE THE GROUND, AND STAMPED LONOKE W BASE NO 2 1934.
 EH2113'
 EH2113'AZIMUTH MARK IS 1.3 MI. E OF THE TRIANGULATION STATION, 149
 EH2113'FT. S OF THE S RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2113'RAILROAD, 95 FT. W OF THE W END OF A WOODEN GATE, 58 FT. NW
 EH2113'OF THE NW CORNER OF A WHITE HOUSE, 53 FT. S OF THE CENTERLINE
 EH2113'OF U.S. HIGHWAY 70, 1 FT. N OF A FENCE, 2 FT. SE OF A WITNESS
 EH2113'POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 EH2113'POST PROJECTING 1.0 FT. ABOVE THE GROUND, AND STAMPED LONOKE
 EH2113'WEST BASE AZI 1934.
 EH2113
 EH2113                          STATION RECOVERY (1956)
 EH2113
 EH2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CWE)
 EH2113'STATION RECOVERED AS DESCRIBED INCLUDING REFERENCE MARKS
 EH2113'AND AZIMUTH MARK.
 EH2113
 EH2113                          STATION RECOVERY (1964)
 EH2113
 EH2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 EH2113'THE STATION MARK WAS NOT RECOVERED BECAUSE OF ABOUT 2 INCHES
 EH2113'OF BLACKTOP, WHICH NOW COVERS THE STREET IN WHICH THE MARK
 EH2113'IS LOCATED.  IT APPEARS THAT THE MARK IS STILL UNDER THE
 EH2113'SURFACE OF BLACKTOP, BECAUSE OF A SMALL RISE AT THE POINT
 EH2113'WHERE THE MARK IS REFERENCED TO.
 EH2113'
 EH2113'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND FOUND IN
 EH2113'GOOD CONDITION.
 EH2113'
 EH2113'AZIMUTH MARK WAS NOT RECOVERED AT THIS TIME.
 EH2113
 EH2113                          STATION RECOVERY (1967)
 EH2113
 EH2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH2113'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EH2113'RECOVERED IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE
 EH2113'DESCRIPTION.
 EH2113'
 EH2113'THE STATION IS LOCATED IN LONOKE, 1/4 MILE EAST OF THE CHICAGO,
 EH2113'ROCK ISLAND AND PACIFIC RAILROAD STATION AND ON THE NORTH
 EH2113'EDGE OF NORTH FRONT STREET.
 EH2113'
 EH2113'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2113'STATION IN LONOKE, GO EAST ON NORTH FRONT STREET FOR 0.25
 EH2113'MILE TO BAILEY FUNERAL HOME AND THE STATION ON THE LEFT.
 EH2113'TO REACH THE AZIMUTH MARK FROM THE RAILROAD STATION, GO EAST
 EH2113'ON U.S. HIGHWAY 70 FOR 1.55 MILES TO A WHITE HOUSE AND THE
 EH2113'MARK ON THE RIGHT.
 EH2113'
 EH2113'STATION MARK IS A STANDARD DISK, STAMPED LONOKE WEST BASE
 EH2113'1934, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST WHICH
 EH2113'IS UNDER A THIN LAYER OF BLACKTOP.  IT IS 72 FEET SOUTHEAST
 EH2113'OF THE SOUTHEAST CORNER OF BAILEY FUNERAL HOME, 75.4 FEET
 EH2113'NORTH OF THE NORTH RAIL OF THE MAIN RAILROAD TRACKS, 17 FEET
 EH2113'SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 2.5 FEET SOUTH OF THE
 EH2113'NORTH EDGE OF THE BLACKTOP OF NORTH FRONT STREET.
 EH2113'
 EH2113'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LONOKE W BASE
 EH2113'NO 1 1934, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 EH2113'FLUSH WITH THE GROUND SURFACE.  IT IS 146.8 FEET SOUTHEAST
 EH2113'OF THE STATION MARK, 218 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EH2113'OF THE FUNERAL HOME, 6.5 FEET NORTH OF THE NORTH RAIL OF THE
 EH2113'MAIN TRACKS.
 EH2113'
 EH2113'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONOKE W BASE
 EH2113'NO 2 1934, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 EH2113'PROJECTING 2 INCHES.  IT IS 181.6 FEET SOUTHWEST OF THE STATION
 EH2113'MARK, 137 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FUNERAL
 EH2113'HOME, 42 FEET SOUTH OF THE CENTER OF NORTH FRONT STREET,
 EH2113'25.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACKS, 12.8
 EH2113'FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 4 FEET SOUTHEAST
 EH2113'OF A TELEPHONE LINE POLE AND ABOUT 2 FEET HIGHER THAN THE
 EH2113'STATION.
 EH2113'
 EH2113'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EH2113'CONCRETE POST PROJECTING 10 INCHES AND STAMPED LONOKE WEST
 EH2113'BASE AZI 1934.  IT IS 149 FEET SOUTH OF THE SOUTH RAIL OF
 EH2113'THE RAILROAD TRACKS, 58 FEET NORTHWEST OF THE NORTHWEST CORNER
 EH2113'OF A WHITE HOUSE, 53 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 EH2113'70, 16 FEET EAST OF A POWERLINE POLE AND IN THE NORTHWEST
 EH2113'PART OF A YARD.
 EH2113'
 EH2113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT LONOKE.
 EH2113
 EH2113                          STATION RECOVERY (1967)
 EH2113
 EH2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2113'IN LONOKE.
 EH2113'IT IS 0.25 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2113'RAILROAD FROM THE STATION AT LONOKE, 72 FEET SOUTHEAST OF THE
 EH2113'SOUTHEAST CORNER OF BAILEY FUNERAL HOME, 75.4 FEET NORTH OF THE NORTH
 EH2113'RAIL OF THE MAIN TRACK, 17 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK,
 EH2113'2.5 FEET SOUTH OF THE NORTH EDGE OF THE BLACKTOP OF NORTH FRONT STREET
 EH2113'AND SET IN THE TOP OF A CONCRETE POST WHICH IS UNDER A THIN LAYER OF
 EH2113'BLACKTOP.
 EH2113'NOTE-- MARK IS COVERED WITH 3 INCHES OF MACADAM ROAD SURFACE AT N
 EH2113'EDGE OF STREET.
 EH2113
 EH2113                          STATION RECOVERY (1976)
 EH2113
 EH2113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2120 ***********************************************************************
 EH2120  DESIGNATION -  LONOKE W BASE AZ MK
 EH2120  PID         -  EH2120
 EH2120  STATE/COUNTY-  AR/LONOKE
 EH2120  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2120
 EH2120                         *CURRENT SURVEY CONTROL
 EH2120  ___________________________________________________________________
 EH2120* NAD 83(1986)-  34 47 02.     (N)    091 52 29.     (W)     SCALED    
 EH2120* NAVD 88     -        73.054  (meters)     239.68   (feet)  ADJUSTED  
 EH2120  ___________________________________________________________________
 EH2120  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH2120  DYNAMIC HT  -          72.986 (meters)     239.45  (feet)  COMP
 EH2120  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 EH2120
 EH2120  VERT ORDER  -  FIRST     CLASS II
 EH2120
 EH2120.The horizontal coordinates were scaled from a topographic map and have
 EH2120.an estimated accuracy of +/- 6 seconds.
 EH2120
 EH2120.The orthometric height was determined by differential leveling
 EH2120.and adjusted by the National Geodetic Survey in June 1991..
 EH2120
 EH2120.The geoid height was determined by GEOID03.
 EH2120
 EH2120.The dynamic height is computed by dividing the NAVD 88
 EH2120.geopotential number by the normal gravity value computed on the
 EH2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2120.degrees latitude (g = 980.6199 gals.).
 EH2120
 EH2120.The modeled gravity was interpolated from observed gravity values.
 EH2120
 EH2120;                    North         East    Units  Estimated Accuracy
 EH2120;SPC AR S     -   634,840.      411,470.      MT  (+/- 180 meters Scaled)
 EH2120
 EH2120                          SUPERSEDED SURVEY CONTROL
 EH2120
 EH2120  NGVD 29 (??/??/??)   73.068  (m)          239.72   (f) ADJUSTED    1 2
 EH2120
 EH2120.Superseded values are not recommended for survey control.
 EH2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2120.See file dsdata.txt to determine how the superseded data were derived.
 EH2120
 EH2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU029496(NAD 83)
 EH2120_MARKER: DZ = AZIMUTH MARK DISK
 EH2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2120_STAMPING: LONOKE WEST BASE AZI 1934
 EH2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2120+STABILITY: SURFACE MOTION
 EH2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2120+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2120
 EH2120  HISTORY     - Date     Condition        Report By
 EH2120  HISTORY     - 1934     MONUMENTED       CGS
 EH2120  HISTORY     - 1967     GOOD             CGS
 EH2120  HISTORY     - 20030610 GOOD             USACE
 EH2120
 EH2120                          STATION DESCRIPTION
 EH2120
 EH2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2120'1.55 MI E FROM LONOKE.
 EH2120'IT IS 1.55 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2120'RAILROAD FROM THE STATION IN LONOKE, 149 FEET SOUTH OF THE SOUTH RAIL,
 EH2120'58 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 53 FEET SOUTH OF
 EH2120'THE CENTER OF U.S. HIGHWAY 70, 16 FEET EAST OF A POWERLINE POLE AND IN
 EH2120'THE NROTHWEST PART OF THE YARD OF THE HOUSE.  SET IN THE TOP OF A
 EH2120'ROUND CONCRETE POST PROJECTING 10 INCHES.
 EH2120
 EH2120                          STATION RECOVERY (2003)
 EH2120
 EH2120'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1442 ***********************************************************************
 FF1442  DESIGNATION -  LOOK
 FF1442  PID         -  FF1442
 FF1442  STATE/COUNTY-  AR/WHITE
 FF1442  USGS QUAD   -  KENSETT (1994)
 FF1442
 FF1442                         *CURRENT SURVEY CONTROL
 FF1442  ___________________________________________________________________
 FF1442* NAD 83(1986)-  35 10 24.     (N)    091 44 38.     (W)     SCALED    
 FF1442* NAVD 88     -        67.69   (+/-2cm)     222.1    (feet)  VERTCON   
 FF1442  ___________________________________________________________________
 FF1442  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1442
 FF1442  VERT ORDER  -  ? (See Below)
 FF1442
 FF1442.The horizontal coordinates were scaled from a topographic map and have
 FF1442.an estimated accuracy of +/- 6 seconds.
 FF1442
 FF1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1442.The vertical order pertains to the NGVD 29 superseded value.
 FF1442
 FF1442.The geoid height was determined by GEOID03.
 FF1442
 FF1442;                    North         East    Units  Estimated Accuracy
 FF1442;SPC AR N     -    93,220.      423,330.      MT  (+/- 180 meters Scaled)
 FF1442
 FF1442                          SUPERSEDED SURVEY CONTROL
 FF1442
 FF1442  NGVD 29 (??/??/??)   67.653  (m)          221.96   (f) ADJUSTED    ?  
 FF1442
 FF1442.Superseded values are not recommended for survey control.
 FF1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1442.See file dsdata.txt to determine how the superseded data were derived.
 FF1442
 FF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU143929(NAD 83)
 FF1442_MARKER: DD = SURVEY DISK
 FF1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1442_STAMPING: LOOK 1934
 FF1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1442+STABILITY: SURFACE MOTION
 FF1442
 FF1442  HISTORY     - Date     Condition        Report By
 FF1442  HISTORY     - 1934     MONUMENTED       ARGS
 FF1442  HISTORY     - 1955     GOOD             CGS
 FF1442
 FF1442                          STATION DESCRIPTION
 FF1442
 FF1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1442'2.4 MI SW FROM HIGGINSON.
 FF1442'2.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1442'STATION AT HIGGINSON, 33 FEET SOUTHWEST OF MILEPOST 208, 25 FEET
 FF1442'NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 20 FEET SOUTHEAST
 FF1442'OF THE SOUTHEAST RAIL, 13 FEET NORTHWEST OF A FENCE, SET IN THE
 FF1442'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1572 ***********************************************************************
 DL1572  DESIGNATION -  LOOKOUT TOWER 10 4 AFC
 DL1572  PID         -  DL1572
 DL1572  STATE/COUNTY-  AR/HEMPSTEAD
 DL1572  USGS QUAD   -  MC NAB (1975)
 DL1572
 DL1572                         *CURRENT SURVEY CONTROL
 DL1572  ___________________________________________________________________
 DL1572* NAD 83(1997)-  33 41 35.91942(N)    093 51 09.58415(W)     ADJUSTED  
 DL1572* NAVD 88     -                                                        
 DL1572  ___________________________________________________________________
 DL1572  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DL1572  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DL1572
 DL1572  HORZ ORDER  -  THIRD
 DL1572
 DL1572.The horizontal coordinates were established by classical geodetic methods
 DL1572.and adjusted by the National Geodetic Survey in September 1999..
 DL1572
 DL1572
 DL1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1572
 DL1572.The geoid height was determined by GEOID03.
 DL1572
 DL1572;                    North         East     Units Scale Factor Converg.
 DL1572;SPC AR S     -   515,421.686   228,249.897   MT  0.99993608   -1 02 12.9
 DL1572;SPC AR S     - 1,691,012.65    748,849.87   sFT  0.99993608   -1 02 12.9
 DL1572;UTM  15      - 3,728,477.964   420,975.506   MT  0.99967699   -0 28 22.9
 DL1572
 DL1572                          SUPERSEDED SURVEY CONTROL
 DL1572
 DL1572  NAD 83(1997)-  33 41 35.92538(N)    093 51 09.57824(W) AD(       ) 4
 DL1572  NAD 83(1997)-  33 41 35.92544(N)    093 51 09.57809(W) AD(       ) 4
 DL1572  NAD 83(1986)-  33 41 35.92757(N)    093 51 09.57327(W) AD(       ) 4
 DL1572  NAD 27      -  33 41 35.49600(N)    093 51 08.90500(W) AD(       ) 3
 DL1572
 DL1572.Superseded values are not recommended for survey control.
 DL1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1572.See file dsdata.txt to determine how the superseded data were derived.
 DL1572
 DL1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2097628478(NAD 83)
 DL1572_MARKER: 57 = LOOKOUT TOWER
 DL1572
 DL1572  HISTORY     - Date     Condition        Report By
 DL1572  HISTORY     - 1951     FIRST OBSERVED   CGS
 DL1572
 DL1572                          STATION DESCRIPTION
 DL1572
 DL1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1572'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF THE
 DL1572'VILLAGE OF MC NAB, 0.5 MILE SOUTHWEST OF STATE HIGHWAY 55,
 DL1572'ON A PROMINENT WOODED HILL WHICH IS THE HIGHEST POINT IN THE
 DL1572'IMMEDIATE VICINITY.
 DL1572'
 DL1572'THE LOOKOUT TOWER IS OPERATED AND MAINTAINED BY THE ARKANSAS
 DL1572'RESOURCES AND DEVELOPMENT COMMISSION, DIVISION OF FORESTRY
 DL1572'AND PARKS, UNIT 10, TOWER NO. 4.  IT IS A FOUR LEGGED STEEL
 DL1572'STRUCTURE WITH A GLASS INCLOSED CROWS NEST AT THE TOP AND
 DL1572'IS APPROXIMATELY 112 FEET IN HEIGHT.
 DL1572'
 DL1572'THE POINT OBSERVED WAS THE APEX OF THE ROOF OF THE CROWS NEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1177 ***********************************************************************
 DM1177  DESIGNATION -  LOOKOUT TOWER 10+3 AFC
 DM1177  PID         -  DM1177
 DM1177  STATE/COUNTY-  AR/LITTLE RIVER
 DM1177  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1177
 DM1177                         *CURRENT SURVEY CONTROL
 DM1177  ___________________________________________________________________
 DM1177* NAD 83(1997)-  33 43 06.95406(N)    094 13 02.46197(W)     ADJUSTED  
 DM1177* NAVD 88     -                                                        
 DM1177  ___________________________________________________________________
 DM1177  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DM1177  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DM1177
 DM1177  HORZ ORDER  -  THIRD
 DM1177
 DM1177.The horizontal coordinates were established by classical geodetic methods
 DM1177.and adjusted by the National Geodetic Survey in September 1999..
 DM1177
 DM1177
 DM1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1177
 DM1177.The geoid height was determined by GEOID03.
 DM1177
 DM1177;                    North         East     Units Scale Factor Converg.
 DM1177;SPC AR S     -   518,897.711   194,507.253   MT  0.99993357   -1 14 27.7
 DM1177;SPC AR S     - 1,702,416.91    638,145.88   sFT  0.99993357   -1 14 27.7
 DM1177;UTM  15      - 3,731,620.653   387,207.689   MT  0.99975684   -0 40 33.0
 DM1177
 DM1177                          SUPERSEDED SURVEY CONTROL
 DM1177
 DM1177  NAD 83(1997)-  33 43 06.95832(N)    094 13 02.45819(W) AD(       ) 4
 DM1177  NAD 83(1997)-  33 43 06.95830(N)    094 13 02.45770(W) AD(       ) 4
 DM1177  NAD 83(1986)-  33 43 06.95958(N)    094 13 02.45251(W) AD(       ) 4
 DM1177  NAD 27      -  33 43 06.54000(N)    094 13 01.73000(W) AD(       ) 3
 DM1177
 DM1177.Superseded values are not recommended for survey control.
 DM1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1177.See file dsdata.txt to determine how the superseded data were derived.
 DM1177
 DM1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8720831621(NAD 83)
 DM1177_MARKER: 57 = LOOKOUT TOWER
 DM1177
 DM1177  HISTORY     - Date     Condition        Report By
 DM1177  HISTORY     - 1941     FIRST OBSERVED   CGS
 DM1177  HISTORY     - 1951     GOOD             CGS
 DM1177
 DM1177                          STATION DESCRIPTION
 DM1177
 DM1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DM1177'THIS INTERSECTION STATION IS LOCATED 4 MILES W AND 1 MILE S
 DM1177'OF WILTON, IN SEC. 16, T. 12 S, R. 30 W.  IT IS 60 FEET W OF A
 DM1177'GRAVEL ROAD AND 0.5 MILE S OF A GRAVEL ROAD.
 DM1177'
 DM1177'STRUCTURE IS BUILT OF WOOD AND IS 115 FEET HIGH.  THERE IS AN
 DM1177'8- BY 8-FOOT CROWS-NEST ON TOP, ENCIRCLED BY A CAT WALK 2
 DM1177'FEET WIDE.  POINT LOCATED WAS THE CENTER OF THE TOP OF CROWS-NEST.
 DM1177
 DM1177                          STATION RECOVERY (1951)
 DM1177
 DM1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1177'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0875 ***********************************************************************
 GE0875  DESIGNATION -  LOOKOUT TOWER 214 4
 GE0875  PID         -  GE0875
 GE0875  STATE/COUNTY-  AR/SHARP
 GE0875  USGS QUAD   -  WIRTH (1968)
 GE0875
 GE0875                         *CURRENT SURVEY CONTROL
 GE0875  ___________________________________________________________________
 GE0875* NAD 83(1997)-  36 23 24.73044(N)    091 25 40.58686(W)     ADJUSTED  
 GE0875* NAVD 88     -                                                        
 GE0875  ___________________________________________________________________
 GE0875  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GE0875  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GE0875
 GE0875  HORZ ORDER  -  THIRD
 GE0875
 GE0875.The horizontal coordinates were established by classical geodetic methods
 GE0875.and adjusted by the National Geodetic Survey in September 1999..
 GE0875
 GE0875
 GE0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0875
 GE0875.The geoid height was determined by GEOID03.
 GE0875
 GE0875;                    North         East     Units Scale Factor Converg.
 GE0875;SPC AR N     -   228,352.385   451,325.175   MT  1.00003478   +0 19 58.4
 GE0875;SPC AR N     -   749,186.12  1,480,722.68   sFT  1.00003478   +0 19 58.4
 GE0875;UTM  15      - 4,028,376.771   640,989.973   MT  0.99984492   +0 55 58.2
 GE0875
 GE0875                          SUPERSEDED SURVEY CONTROL
 GE0875
 GE0875  NAD 83(1986)-  36 23 24.73901(N)    091 25 40.58566(W) AD(       ) 4
 GE0875  NAD 27      -  36 23 24.50500(N)    091 25 40.09100(W) AD(       ) 3
 GE0875
 GE0875.Superseded values are not recommended for survey control.
 GE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0875.See file dsdata.txt to determine how the superseded data were derived.
 GE0875
 GE0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4099028377(NAD 83)
 GE0875_MARKER: 57 = LOOKOUT TOWER
 GE0875
 GE0875  HISTORY     - Date     Condition        Report By
 GE0875  HISTORY     - 1955     FIRST OBSERVED   CGS
 GE0875
 GE0875                          STATION DESCRIPTION
 GE0875
 GE0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0875'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF HARDY,
 GE0875'0.6 MILE WEST OF A COUNTY ROAD, ON LAND OWNED BY THE STATE.
 GE0875'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 130 FEET HIGH
 GE0875'SUPPORTING AN OBSERVERS CABIN.  THE POINT OBSERVED ON WAS
 GE0875'THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1381 ***********************************************************************
 DL1381  DESIGNATION -  LOOKOUT TOWER 3 1 AFC
 DL1381  PID         -  DL1381
 DL1381  STATE/COUNTY-  AR/DALLAS
 DL1381  USGS QUAD   -  HOPEVILLE (1985)
 DL1381
 DL1381                         *CURRENT SURVEY CONTROL
 DL1381  ___________________________________________________________________
 DL1381* NAD 83(1997)-  33 49 29.49164(N)    092 30 16.94193(W)     ADJUSTED  
 DL1381* NAVD 88     -                                                        
 DL1381  ___________________________________________________________________
 DL1381  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DL1381  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DL1381
 DL1381  HORZ ORDER  -  THIRD
 DL1381
 DL1381.The horizontal coordinates were established by classical geodetic methods
 DL1381.and adjusted by the National Geodetic Survey in September 1999..
 DL1381
 DL1381
 DL1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1381
 DL1381.The geoid height was determined by GEOID03.
 DL1381
 DL1381;                    North         East     Units Scale Factor Converg.
 DL1381;SPC AR S     -   528,572.686   353,281.048   MT  0.99992512   -0 16 56.9
 DL1381;SPC AR S     - 1,734,158.89  1,159,056.24   sFT  0.99992512   -0 16 56.9
 DL1381;UTM  15      - 3,742,847.221   545,833.195   MT  0.99962590   +0 16 32.6
 DL1381
 DL1381                          SUPERSEDED SURVEY CONTROL
 DL1381
 DL1381  NAD 83(1997)-  33 49 29.50155(N)    092 30 16.93334(W) AD(       ) 4
 DL1381  NAD 83(1986)-  33 49 29.50245(N)    092 30 16.93399(W) AD(       ) 4
 DL1381  NAD 27      -  33 49 29.12396(N)    092 30 16.37183(W) AD(       ) 3
 DL1381
 DL1381.Superseded values are not recommended for survey control.
 DL1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1381.See file dsdata.txt to determine how the superseded data were derived.
 DL1381
 DL1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4583342847(NAD 83)
 DL1381_MARKER: 57 = LOOKOUT TOWER
 DL1381
 DL1381  HISTORY     - Date     Condition        Report By
 DL1381  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1381
 DL1381                          STATION DESCRIPTION
 DL1381
 DL1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1381'THIS INTERSECTION STATION IS ABOUT 3 MILES N OF THORTON,
 DL1381'ON A SMALL PINE COVERED KNOLL AND IN THE NE 1/4 OF SEC.26,
 DL1381'T. 10 S, R. 14 W.  IT IS A STANDARD TYPE STEEL LOOKOUT TOWER,
 DL1381'PAINTED GRAY AND ABOUT 110 FEET HIGH, KNOWN LOCALLY AS BUCKSNORT
 DL1381'FIRE TOWER AND IS UNIT 3, TOWER 1 OF THE ARKANSAS FORESTRY
 DL1381'COMMISSION.
 DL1381'
 DL1381'IT WAS LOCATED BY TRAVERSE FROM STATION BUCKSNORT WHICH IS
 DL1381'8.423 METERS, 27.67 FEET, N OF THE CENTER OF THE TOWER.
 DL1381'
 DL1381'POINT LOCATED WAS THE CENTER OF THE BASE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1284 ***********************************************************************
 DL1284  DESIGNATION -  LOOKOUT TOWER 3 3 AFC
 DL1284  PID         -  DL1284
 DL1284  STATE/COUNTY-  AR/CALHOUN
 DL1284  USGS QUAD   -  CHAMBERSVILLE (1985)
 DL1284
 DL1284                         *CURRENT SURVEY CONTROL
 DL1284  ___________________________________________________________________
 DL1284* NAD 83(1997)-  33 38 21.63104(N)    092 27 36.14943(W)     ADJUSTED  
 DL1284* NAVD 88     -                                                        
 DL1284  ___________________________________________________________________
 DL1284  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DL1284  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DL1284
 DL1284  HORZ ORDER  -  THIRD
 DL1284
 DL1284.The horizontal coordinates were established by classical geodetic methods
 DL1284.and adjusted by the National Geodetic Survey in September 1999..
 DL1284
 DL1284
 DL1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1284
 DL1284.The geoid height was determined by GEOID03.
 DL1284
 DL1284;                    North         East     Units Scale Factor Converg.
 DL1284;SPC AR S     -   507,977.722   357,323.005   MT  0.99994209   -0 15 26.9
 DL1284;SPC AR S     - 1,666,590.24  1,172,317.23   sFT  0.99994209   -0 15 26.9
 DL1284;UTM  15      - 3,722,298.811   550,074.031   MT  0.99963091   +0 17 56.8
 DL1284
 DL1284                          SUPERSEDED SURVEY CONTROL
 DL1284
 DL1284  NAD 83(1997)-  33 38 21.64007(N)    092 27 36.14096(W) AD(       ) 4
 DL1284  NAD 83(1986)-  33 38 21.64213(N)    092 27 36.14249(W) AD(       ) 4
 DL1284  NAD 27      -  33 38 21.24600(N)    092 27 35.58200(W) AD(       ) 3
 DL1284
 DL1284.Superseded values are not recommended for survey control.
 DL1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1284.See file dsdata.txt to determine how the superseded data were derived.
 DL1284
 DL1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5007422299(NAD 83)
 DL1284_MARKER: 57 = LOOKOUT TOWER
 DL1284
 DL1284  HISTORY     - Date     Condition        Report By
 DL1284  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1284  HISTORY     - 1952     GOOD             CGS
 DL1284
 DL1284                          STATION DESCRIPTION
 DL1284
 DL1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1284'STATION IS LOCATED ABOUT 10 MILES S OF THORNTON IN THE NW
 DL1284'1/4 OF SEC. 32. T. 12 S, R. 13 W, ON A PROMINENT HILL KNOWN
 DL1284'AS BUD HILL.  THIS TOWER IS UNIT 3, NO. 3 OF THE ARKANSAS
 DL1284'STATE FORESTRY COMMISSION.
 DL1284'
 DL1284'STATION IS A STANDARD LOOKOUT TOWER 100 FEET HIGH WITH A
 DL1284'STAIRWAY IN THE CENTER OF THE STRUCTURE.  IT IS CONSTRUCTED
 DL1284'OF STEEL AND HAS A CROWS NEST ON TOP WITH GLASS WINDOWS ON
 DL1284'ALL FOUR SIDES.  THE CROWS NEST HAS A VENTILATOR AT ITS APEX
 DL1284'AND A FLAGPOLE AT ITS SW CORNER.
 DL1284'
 DL1284'THE POINT OBSERVED WAS THE CENTER OF THE VENTILATOR.
 DL1284'
 DL1284'STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM TRIANGULATION
 DL1284'STATION BUD WHICH IS 30.455 METERS (99.92 FEET) NW FROM THE
 DL1284'STATION.
 DL1284
 DL1284                          STATION RECOVERY (1952)
 DL1284
 DL1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1284'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  THE ORIGINAL
 DL1284'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2091 ***********************************************************************
 FF2091  DESIGNATION -  LOOKOUT TOWER 3 MI S PINETREE
 FF2091  PID         -  FF2091
 FF2091  STATE/COUNTY-  AR/ST FRANCIS
 FF2091  USGS QUAD   -  HAWKINS (1984)
 FF2091
 FF2091                         *CURRENT SURVEY CONTROL
 FF2091  ___________________________________________________________________
 FF2091* NAD 83(1997)-  35 05 12.90644(N)    090 55 44.75501(W)     ADJUSTED  
 FF2091* NAVD 88     -                                                        
 FF2091  ___________________________________________________________________
 FF2091  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FF2091  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FF2091
 FF2091  HORZ ORDER  -  THIRD
 FF2091
 FF2091.The horizontal coordinates were established by classical geodetic methods
 FF2091.and adjusted by the National Geodetic Survey in September 1999..
 FF2091
 FF2091
 FF2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2091
 FF2091.The geoid height was determined by GEOID03.
 FF2091
 FF2091;                    North         East     Units Scale Factor Converg.
 FF2091;SPC AR N     -    84,135.113   497,652.611   MT  0.99997336   +0 37 23.4
 FF2091;SPC AR N     -   276,033.28  1,632,715.27   sFT  0.99997336   +0 37 23.4
 FF2091;UTM  15      - 3,884,643.710   688,787.192   MT  1.00003926   +1 11 26.7
 FF2091
 FF2091                          SUPERSEDED SURVEY CONTROL
 FF2091
 FF2091  NAD 83(1997)-  35 05 12.91373(N)    090 55 44.75266(W) AD(       ) 4
 FF2091  NAD 83(1986)-  35 05 12.91582(N)    090 55 44.75394(W) AD(       ) 4
 FF2091  NAD 27      -  35 05 12.58800(N)    090 55 44.32900(W) AD(       ) 3
 FF2091
 FF2091.Superseded values are not recommended for survey control.
 FF2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2091.See file dsdata.txt to determine how the superseded data were derived.
 FF2091
 FF2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8878784644(NAD 83)
 FF2091_MARKER: 57 = LOOKOUT TOWER
 FF2091
 FF2091  HISTORY     - Date     Condition        Report By
 FF2091  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2091
 FF2091                          STATION DESCRIPTION
 FF2091
 FF2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2091'THE STATION IS ABOUT 8 MILES NORTH OF PALESTINE AND 7 MILES
 FF2091'WEST OF CALDWELL.
 FF2091'
 FF2091'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A
 FF2091'6 FOOT SQUARE STEEL AND GLASS HOUSE AND THE OVERALL HEIGHT
 FF2091'IS ABOUT 110 FEET.
 FF2091'
 FF2091'THE POINT INTERSECTED WAS THE APEX OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1419 ***********************************************************************
 DL1419  DESIGNATION -  LOOKOUT TOWER 35 AFC
 DL1419  PID         -  DL1419
 DL1419  STATE/COUNTY-  AR/DALLAS
 DL1419  USGS QUAD   -  SPARKMAN (1982)
 DL1419
 DL1419                         *CURRENT SURVEY CONTROL
 DL1419  ___________________________________________________________________
 DL1419* NAD 83(1997)-  33 55 48.94565(N)    092 46 19.82868(W)     ADJUSTED  
 DL1419* NAVD 88     -                                                        
 DL1419  ___________________________________________________________________
 DL1419  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DL1419  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL1419
 DL1419  HORZ ORDER  -  THIRD
 DL1419
 DL1419.The horizontal coordinates were established by classical geodetic methods
 DL1419.and adjusted by the National Geodetic Survey in September 1999..
 DL1419
 DL1419
 DL1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1419
 DL1419.The geoid height was determined by GEOID03.
 DL1419
 DL1419;                    North         East     Units Scale Factor Converg.
 DL1419;SPC AR S     -   540,417.272   328,610.949   MT  0.99992011   -0 25 55.8
 DL1419;SPC AR S     - 1,773,019.00  1,078,117.76   sFT  0.99992011   -0 25 55.8
 DL1419;UTM  15      - 3,754,447.053   521,056.377   MT  0.99960547   +0 07 37.8
 DL1419
 DL1419                          SUPERSEDED SURVEY CONTROL
 DL1419
 DL1419  NAD 83(1997)-  33 55 48.95515(N)    092 46 19.82028(W) AD(       ) 4
 DL1419  NAD 83(1986)-  33 55 48.95572(N)    092 46 19.82048(W) AD(       ) 4
 DL1419  NAD 27      -  33 55 48.61000(N)    092 46 19.23100(W) AD(       ) 3
 DL1419
 DL1419.Superseded values are not recommended for survey control.
 DL1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1419.See file dsdata.txt to determine how the superseded data were derived.
 DL1419
 DL1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2105654447(NAD 83)
 DL1419_MARKER: 57 = LOOKOUT TOWER
 DL1419
 DL1419  HISTORY     - Date     Condition        Report By
 DL1419  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1419  HISTORY     - 1964     GOOD             CGS
 DL1419
 DL1419                          STATION DESCRIPTION
 DL1419
 DL1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1419'STATION IS A LOOKOUT TOWER OF THE ARKANSAS FORESTRY COMMISSION,
 DL1419'LOCATED IN THE SW 1/4 OF THE NW 1/4 OF SECTION 20, T 9 S,
 DL1419'R 16 W, ABOUT 4 MILES E OF SPARKMAN.
 DL1419'
 DL1419'THE TOWER IS OF STEEL CONSTRUCTION ABOUT 100 FEET HIGH AND HAS AN
 DL1419'ENCLOSED CABIN AT THE TOP.
 DL1419'
 DL1419'THIS STATION WAS NOT VISITED.
 DL1419
 DL1419                          STATION RECOVERY (1964)
 DL1419
 DL1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1419'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, BUT
 DL1419'A NEW DESCRIPTION FOLLOWS THE OLD ONE IS INADEQUATE.
 DL1419'
 DL1419'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
 DL1419'ABOUT 4-1/2 MILES EAST-NORTHEAST OF SPARKMAN AND ABOUT 300 FEET
 DL1419'NORTHWEST OF SPARKMAN, RADIO STATION KKP 954, MAST.  IT IS A
 DL1419'FOUR LEGGED SELF SUPPORTED STEEL TOWER WITH AN OBSERVATION
 DL1419'CABIN AT THE TOP, PAINTED GRAY AND THE OVERALL HEIGHT IS ABOUT
 DL1419'110 FEET.
 DL1419'
 DL1419'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 128 AND 207 1.2
 DL1419'MILES EAST OF SPARKMAN, GO EAST-NORTH AND EAST ON HIGHWAY 207
 DL1419'FOR 3.55 MILES TO A REVERSE Y-FORK.  CONTINUE NORTHEAST ON
 DL1419'HIGHWAY 207 FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 DL1419'GO EASTERLY ON A NARROW GRAVELED ROAD FOR 1.1 MILES TO THE TOWER
 DL1419'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1288 ***********************************************************************
 DL1288  DESIGNATION -  LOOKOUT TOWER 4 4 AFC
 DL1288  PID         -  DL1288
 DL1288  STATE/COUNTY-  AR/CLEVELAND
 DL1288  USGS QUAD   -  KINGSLAND (1985)
 DL1288
 DL1288                         *CURRENT SURVEY CONTROL
 DL1288  ___________________________________________________________________
 DL1288* NAD 83(1997)-  33 49 13.12453(N)    092 16 42.34851(W)     ADJUSTED  
 DL1288* NAVD 88     -                                                        
 DL1288  ___________________________________________________________________
 DL1288  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DL1288  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL1288
 DL1288  HORZ ORDER  -  THIRD
 DL1288
 DL1288.The horizontal coordinates were established by classical geodetic methods
 DL1288.and adjusted by the National Geodetic Survey in September 1999..
 DL1288
 DL1288
 DL1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1288
 DL1288.The geoid height was determined by GEOID03.
 DL1288
 DL1288;                    North         East     Units Scale Factor Converg.
 DL1288;SPC AR S     -   527,988.323   374,225.210   MT  0.99992541   -0 09 21.0
 DL1288;SPC AR S     - 1,732,241.69  1,227,770.54   sFT  0.99992541   -0 09 21.0
 DL1288;UTM  15      - 3,742,466.904   566,776.068   MT  0.99965497   +0 24 05.9
 DL1288
 DL1288                          SUPERSEDED SURVEY CONTROL
 DL1288
 DL1288  NAD 83(1997)-  33 49 13.13455(N)    092 16 42.34101(W) AD(       ) 4
 DL1288  NAD 83(1986)-  33 49 13.13494(N)    092 16 42.34135(W) AD(       ) 4
 DL1288  NAD 27      -  33 49 12.75815(N)    092 16 41.81186(W) AD(       ) 3
 DL1288
 DL1288.Superseded values are not recommended for survey control.
 DL1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1288.See file dsdata.txt to determine how the superseded data were derived.
 DL1288
 DL1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6677642467(NAD 83)
 DL1288_MARKER: 57 = LOOKOUT TOWER
 DL1288
 DL1288  HISTORY     - Date     Condition        Report By
 DL1288  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1288  HISTORY     - 1964     GOOD             CGS
 DL1288
 DL1288                          STATION DESCRIPTION
 DL1288
 DL1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1288'THIS INTERSECTION STATION IS LOCATED ABOUT 2.5 MILES SE OF
 DL1288'KINGSLAND, IN THE SW 1/4 OF SEC. 19, T. 10 S, R. 11 W, ON STATE
 DL1288'OWNED LAND AND JUST W AND ADJACENT TO STATE HIGHWAY 97.  IT IS A
 DL1288'LOOKOUT TOWER OF THE ARKANSAS FORESTRY COMMISSION, UNIT 4 NO. 4
 DL1288'AND IS LOCALLY KNOWN AS THE MORO LOOKOUT TOWER.  IT IS OF ALL
 DL1288'STEEL CONSTRUCTION AND HAS AN ENCLOSED CABIN AT THE TOP.
 DL1288'
 DL1288'THE STATION WAS LOCATED BY TRAVERSE CONNECTION FROM TRIANGULATION
 DL1288'STATION MORO, WHICH IS 12.418 METERS E OF THE CENTER OF THE
 DL1288'LOOKOUT TOWER.
 DL1288
 DL1288                          STATION RECOVERY (1964)
 DL1288
 DL1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1288'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE OLD
 DL1288'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1256 ***********************************************************************
 DL1256  DESIGNATION -  LOOKOUT TOWER 4 6 AFC
 DL1256  PID         -  DL1256
 DL1256  STATE/COUNTY-  AR/CLEVELAND
 DL1256  USGS QUAD   -  HERBINE (1985)
 DL1256
 DL1256                         *CURRENT SURVEY CONTROL
 DL1256  ___________________________________________________________________
 DL1256* NAD 83(1997)-  33 50 22.88458(N)    092 00 51.66623(W)     ADJUSTED  
 DL1256* NAVD 88     -                                                        
 DL1256  ___________________________________________________________________
 DL1256  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DL1256  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DL1256
 DL1256  HORZ ORDER  -  THIRD
 DL1256
 DL1256.The horizontal coordinates were established by classical geodetic methods
 DL1256.and adjusted by the National Geodetic Survey in September 1999..
 DL1256
 DL1256
 DL1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1256
 DL1256.The geoid height was determined by GEOID03.
 DL1256
 DL1256;                    North         East     Units Scale Factor Converg.
 DL1256;SPC AR S     -   530,102.574   398,671.734   MT  0.99992421   -0 00 28.9
 DL1256;SPC AR S     - 1,739,178.19  1,307,975.51   sFT  0.99992421   -0 00 28.9
 DL1256;UTM  15      - 3,744,818.210   591,194.835   MT  0.99970252   +0 32 56.1
 DL1256
 DL1256                          SUPERSEDED SURVEY CONTROL
 DL1256
 DL1256  NAD 83(1986)-  33 50 22.89431(N)    092 00 51.65997(W) AD(       ) 4
 DL1256  NAD 27      -  33 50 22.52353(N)    092 00 51.16106(W) AD(       ) 3
 DL1256
 DL1256.Superseded values are not recommended for survey control.
 DL1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1256.See file dsdata.txt to determine how the superseded data were derived.
 DL1256
 DL1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9119544818(NAD 83)
 DL1256_MARKER: 57 = LOOKOUT TOWER
 DL1256
 DL1256  HISTORY     - Date     Condition        Report By
 DL1256  HISTORY     - 1964     FIRST OBSERVED   CGS
 DL1256  HISTORY     - 1942     GOOD             CGS
 DL1256  HISTORY     - 1964     GOOD             CGS
 DL1256
 DL1256                          STATION DESCRIPTION
 DL1256
 DL1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1256'THIS INTERSECTION STATION IS LOCATED ON STATE OWNED LAND, ON
 DL1256'THE W SIDE OF STATE HIGHWAY 15, 1.35 MILES N OF PANSY, JUST S
 DL1256'OF THE HOUSE OF A. YARBROUGH.  IT IS A LOOKOUT TOWER OF THE
 DL1256'ARKANSAS FORESTRY COMMISSION, UNIT 4, NO. 6.  IT IS ABOUT 100
 DL1256'FEET HIGH, IS OF ALL STEEL CONSTRUCTION, AND HAS AN ENCLOSED
 DL1256'CABIN AT THE TOP.
 DL1256'
 DL1256'IT IS 65 FEET W OF THE CENTER LINE OF STATE HIGHWAY 15 AND
 DL1256'42.638 METERS S OF TRIANGULATION STATION YARBROUGH.
 DL1256'
 DL1256'STATION WAS LOCATED BY TRAVERSE FROM STATION YARBROUGH.
 DL1256
 DL1256                          STATION RECOVERY (1964)
 DL1256
 DL1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1256'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 DL1256'TIME.  THE DISTANCE AND DIRECTION FROM TRIANGULATION STATION
 DL1256'YARBROUGH 1939 CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0663 ***********************************************************************
 GF0663  DESIGNATION -  LOOKOUT TOWER 4 UNIT 16
 GF0663  PID         -  GF0663
 GF0663  STATE/COUNTY-  AR/BAXTER
 GF0663  USGS QUAD   -  GAMALIEL (1965)
 GF0663
 GF0663                         *CURRENT SURVEY CONTROL
 GF0663  ___________________________________________________________________
 GF0663* NAD 83(1997)-  36 22 49.61996(N)    092 09 34.33270(W)     ADJUSTED  
 GF0663* NAVD 88     -                                                        
 GF0663  ___________________________________________________________________
 GF0663  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GF0663  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GF0663
 GF0663  HORZ ORDER  -  THIRD
 GF0663
 GF0663.The horizontal coordinates were established by classical geodetic methods
 GF0663.and adjusted by the National Geodetic Survey in September 1999..
 GF0663
 GF0663
 GF0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0663
 GF0663.The geoid height was determined by GEOID03.
 GF0663
 GF0663;                    North         East     Units Scale Factor Converg.
 GF0663;SPC AR N     -   227,132.606   385,684.519   MT  1.00003239   -0 05 34.2
 GF0663;SPC AR N     -   745,184.22  1,265,366.63   sFT  1.00003239   -0 05 34.2
 GF0663;UTM  15      - 4,026,475.224   575,384.249   MT  0.99967002   +0 29 54.7
 GF0663
 GF0663                          SUPERSEDED SURVEY CONTROL
 GF0663
 GF0663  NAD 83(1986)-  36 22 49.63056(N)    092 09 34.33289(W) AD(       ) 4
 GF0663  NAD 27      -  36 22 49.39600(N)    092 09 33.76900(W) AD(       ) 3
 GF0663
 GF0663.Superseded values are not recommended for survey control.
 GF0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0663.See file dsdata.txt to determine how the superseded data were derived.
 GF0663
 GF0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7538426475(NAD 83)
 GF0663_MARKER: 57 = LOOKOUT TOWER
 GF0663
 GF0663  HISTORY     - Date     Condition        Report By
 GF0663  HISTORY     - 1953     FIRST OBSERVED   CGS
 GF0663
 GF0663                          STATION DESCRIPTION
 GF0663
 GF0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0663'THE STATION IS ABOUT 10 MILES WEST AND 1-1/2 MILES SOUTH OF
 GF0663'VIOLA, 1/2 MILE WEST OF THE BAXTER-FULTON COUNTY LINE, IN THE
 GF0663'SOUTHWEST 1/4 OF SEC. 27, T 20 N, R 11 W.  IT IS A FOUR LEGGED
 GF0663'STEEL STRUCTURE ABOUT 50 FEET HIGH HAVING AN OBSERVERS CABIN
 GF0663'ON THE TOP.
 GF0663'
 GF0663'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RUTH
 GF0663'AND THE DISTANCE WAS FOUND TO BE 27.27 FEET AND 8.311 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1476 ***********************************************************************
 DL1476  DESIGNATION -  LOOKOUT TOWER 88 AFC
 DL1476  PID         -  DL1476
 DL1476  STATE/COUNTY-  AR/COLUMBIA
 DL1476  USGS QUAD   -  EMERSON SE (1971)
 DL1476
 DL1476                         *CURRENT SURVEY CONTROL
 DL1476  ___________________________________________________________________
 DL1476* NAD 83(1997)-  33 06 46.36445(N)    093 01 54.24722(W)     ADJUSTED  
 DL1476* NAVD 88     -                                                        
 DL1476  ___________________________________________________________________
 DL1476  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DL1476  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL1476
 DL1476  HORZ ORDER  -  THIRD
 DL1476
 DL1476.The horizontal coordinates were established by classical geodetic methods
 DL1476.and adjusted by the National Geodetic Survey in September 1999..
 DL1476
 DL1476
 DL1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1476
 DL1476.The geoid height was determined by GEOID03.
 DL1476
 DL1476;                    North         East     Units Scale Factor Converg.
 DL1476;SPC AR S     -   449,977.215   303,701.108   MT  1.00004675   -0 34 38.8
 DL1476;SPC AR S     - 1,476,300.25    996,392.72   sFT  1.00004675   -0 34 38.8
 DL1476;SPC LA N     -   289,847.777   950,364.633   MT  1.00013224   -0 16 52.1
 DL1476;SPC LA N     -   950,942.25  3,117,987.97   sFT  1.00013224   -0 16 52.1
 DL1476;UTM  15      - 3,663,801.283   497,039.198   MT  0.99960011   -0 01 02.4
 DL1476
 DL1476                          SUPERSEDED SURVEY CONTROL
 DL1476
 DL1476  NAD 83(1997)-  33 06 46.37461(N)    093 01 54.23880(W) AD(       ) 4
 DL1476  NAD 83(1986)-  33 06 46.37656(N)    093 01 54.23783(W) AD(       ) 4
 DL1476  NAD 27      -  33 06 45.88200(N)    093 01 53.65600(W) AD(       ) 3
 DL1476
 DL1476.Superseded values are not recommended for survey control.
 DL1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1476.See file dsdata.txt to determine how the superseded data were derived.
 DL1476
 DL1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9703963801(NAD 83)
 DL1476_MARKER: 57 = LOOKOUT TOWER
 DL1476
 DL1476  HISTORY     - Date     Condition        Report By
 DL1476  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1476  HISTORY     - 1950     SEE DESCRIPTION  CGS
 DL1476
 DL1476                          STATION DESCRIPTION
 DL1476
 DL1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1476'THIS STATION IS A LOOKOUT TOWER OF THE ARKANSAS FORESTRY
 DL1476'COMMISSION, LOCATED ABOUT 1 MILE EAST OF ATLANTA, ON HIGH
 DL1476'GROUND, ABOUT 1200 FEET NORTHEAST OF THE CENTER OF SEC. 1, T
 DL1476'19 N, R 19 W.
 DL1476'
 DL1476'THE TOWER IS OF ALL STEEL CONSTRUCTION, WITH AN ENCLOSED
 DL1476'CABIN AT THE TOP AND IS ABOUT 100 FEET HIGH.
 DL1476
 DL1476                          STATION RECOVERY (1950)
 DL1476
 DL1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1476'THE STATION IS LOCATED ABOUT 1.5 MILES EAST-SOUTHEAST OF
 DL1476'ATLANTA, ARKANSAS, AND IS ON THE HIGHEST POINT OF A CLEARED
 DL1476'KNOLL.
 DL1476'
 DL1476'IT IS A SQUARE GLASS ENCLOSED CABIN MOUNTED ON A FOUR-LEGGED
 DL1476'STEEL STRUCTURE AND HAS AN OVER-ALL HEIGHT OF 110 FEET.
 DL1476'
 DL1476'THE APEX OF THE CABIN ROOF WAS THE POINT OBSERVED.
 DL1476'
 DL1476'TO REACH FROM THE POST OFFICE IN ATLANTA, ARKANSAS GO
 DL1476'EAST-SOUTHEAST ON A GRAVELED ROAD FOR 1.4 MILES TO A CLEARED
 DL1476'KNOLL AND THE TOWER ON THE RIGHT.
 DL1476'
 DL1476'PROBABLY THE SAME STATION AS LOOKOUT TOWER NO. 88 (AFC),
 DL1476'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1375 ***********************************************************************
 DL1375  DESIGNATION -  LOOKOUT TOWER 93 AFC
 DL1375  PID         -  DL1375
 DL1375  STATE/COUNTY-  AR/OUACHITA
 DL1375  USGS QUAD   -  BUENA VISTA (1962)
 DL1375
 DL1375                         *CURRENT SURVEY CONTROL
 DL1375  ___________________________________________________________________
 DL1375* NAD 83(1997)-  33 29 22.95265(N)    092 57 57.62118(W)     ADJUSTED  
 DL1375* NAVD 88     -                                                        
 DL1375  ___________________________________________________________________
 DL1375  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DL1375  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DL1375
 DL1375  HORZ ORDER  -  THIRD
 DL1375
 DL1375.The horizontal coordinates were established by classical geodetic methods
 DL1375.and adjusted by the National Geodetic Survey in September 1999..
 DL1375
 DL1375
 DL1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1375
 DL1375.The geoid height was determined by GEOID03.
 DL1375
 DL1375;                    North         East     Units Scale Factor Converg.
 DL1375;SPC AR S     -   491,709.713   310,230.278   MT  0.99996335   -0 32 26.4
 DL1375;SPC AR S     - 1,613,217.62  1,017,813.84   sFT  0.99996335   -0 32 26.4
 DL1375;UTM  15      - 3,705,578.793   503,157.930   MT  0.99960012   +0 01 07.5
 DL1375
 DL1375                          SUPERSEDED SURVEY CONTROL
 DL1375
 DL1375  NAD 83(1997)-  33 29 22.96152(N)    092 57 57.61354(W) AD(       ) 4
 DL1375  NAD 83(1986)-  33 29 22.96414(N)    092 57 57.61291(W) AD(       ) 4
 DL1375  NAD 27      -  33 29 22.53500(N)    092 57 57.01700(W) AD(       ) 3
 DL1375
 DL1375.Superseded values are not recommended for survey control.
 DL1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1375.See file dsdata.txt to determine how the superseded data were derived.
 DL1375
 DL1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0315805579(NAD 83)
 DL1375_MARKER: 57 = LOOKOUT TOWER
 DL1375
 DL1375  HISTORY     - Date     Condition        Report By
 DL1375  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1375  HISTORY     - 1950     GOOD             CGS
 DL1375
 DL1375                          STATION DESCRIPTION
 DL1375
 DL1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1375'THIS STATION IS A LOOKOUT TOWER OF THE ARKANSAS FORESTRY
 DL1375'COMMISSION, LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 79
 DL1375'ABOUT 0.5 MILE SOUTHWEST OF BUENA VISTA.
 DL1375'
 DL1375'THE TOWER IS OF ALL STEEL CONSTRUCTION AND HAS AN ENCLOSED
 DL1375'CABIN AT THE TOP.
 DL1375
 DL1375                          STATION RECOVERY (1950)
 DL1375
 DL1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1375'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST FROM BUENA
 DL1375'VISTA, 112 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY NO.
 DL1375'79.  THE STATION IS LOCATED ATOP OF A CLEARED KNOLL.
 DL1375'
 DL1375'IT IS A SQUARE GLASS ENCLOSED CABIN MOUNTED ON A FOUR-LEGGED
 DL1375'STEEL STRUCTURE AND HAS AN OVER-ALL HEIGHT OF 110 FEET.  THE
 DL1375'APEX OF THE CABIN ROOF WAS THE POINT OBSERVED.
 DL1375'
 DL1375'TO REACH FROM THE POST OFFICE IN BUENA VISTA, ARKANSAS, GO
 DL1375'NORTH ON A GRADED ROAD FOR 0.25 MILE TO THE JUNCTION WITH
 DL1375'U.S. HIGHWAY 79, TURN WEST ON U.S. HIGHWAY 79 FOR 0.55 MILES TO
 DL1375'THE FIRE TOWER ON THE RIGHT AS DESCRIBED.
 DL1375'
 DL1375'PROBABLY THE SAME STATION AS LOOKOUT TOWER NO. 93 (AFC), 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1473 ***********************************************************************
 FF1473  DESIGNATION -  LOOP
 FF1473  PID         -  FF1473
 FF1473  STATE/COUNTY-  AR/LONOKE
 FF1473  USGS QUAD   -  BEEBE (1994)
 FF1473
 FF1473                         *CURRENT SURVEY CONTROL
 FF1473  ___________________________________________________________________
 FF1473* NAD 83(1986)-  35 02 33.     (N)    091 55 30.     (W)     SCALED    
 FF1473* NAVD 88     -        67.35   (+/-2cm)     221.0    (feet)  VERTCON   
 FF1473  ___________________________________________________________________
 FF1473  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1473
 FF1473  VERT ORDER  -  ? (See Below)
 FF1473
 FF1473.The horizontal coordinates were scaled from a topographic map and have
 FF1473.an estimated accuracy of +/- 6 seconds.
 FF1473
 FF1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1473.The vertical order pertains to the NGVD 29 superseded value.
 FF1473
 FF1473.The geoid height was determined by GEOID03.
 FF1473
 FF1473;                    North         East    Units  Estimated Accuracy
 FF1473;SPC AR S     -   663,530.      406,840.      MT  (+/- 180 meters Scaled)
 FF1473
 FF1473                          SUPERSEDED SURVEY CONTROL
 FF1473
 FF1473  NGVD 29 (??/??/??)   67.337  (m)          220.92   (f) ADJUSTED    ?  
 FF1473
 FF1473.Superseded values are not recommended for survey control.
 FF1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1473.See file dsdata.txt to determine how the superseded data were derived.
 FF1473
 FF1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU980782(NAD 83)
 FF1473_MARKER: DD = SURVEY DISK
 FF1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1473_STAMPING: LOOP 1934
 FF1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1473+STABILITY: SURFACE MOTION
 FF1473
 FF1473  HISTORY     - Date     Condition        Report By
 FF1473  HISTORY     - 1934     MONUMENTED       ARGS
 FF1473  HISTORY     - 1955     GOOD             CGS
 FF1473
 FF1473                          STATION DESCRIPTION
 FF1473
 FF1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1473'1.7 MI NE FROM WARD.
 FF1473'1.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1473'STATION AT WARD, 6-1/2 POLES SOUTHWEST OF BRIDGE 414, 240 FEET
 FF1473'NORTHEAST OF A SIGNAL BOX, 61 FEET SOUTH OF POLE 315+36, 20.4
 FF1473'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 FF1473'AND 13-1/2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STATE
 FF1473'SURVEY STANDARD DISK, STAMPED LOOP 1934 AND SET IN THE TOP OF A
 FF1473'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3036 ***********************************************************************
 EH3036  DESIGNATION -  LOOP 2
 EH3036  PID         -  EH3036
 EH3036  STATE/COUNTY-  AR/JEFFERSON
 EH3036  USGS QUAD   -  ROB ROY (1971)
 EH3036
 EH3036                         *CURRENT SURVEY CONTROL
 EH3036  ___________________________________________________________________
 EH3036* NAD 83(1997)-  34 20 01.83731(N)    091 55 56.52066(W)     ADJUSTED  
 EH3036* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 EH3036  ___________________________________________________________________
 EH3036  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 EH3036  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EH3036
 EH3036  HORZ ORDER  -  SECOND
 EH3036
 EH3036.The horizontal coordinates were established by classical geodetic methods
 EH3036.and adjusted by the National Geodetic Survey in September 1999..
 EH3036
 EH3036.The orthometric height was scaled from a topographic map.
 EH3036
 EH3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3036
 EH3036.The geoid height was determined by GEOID03.
 EH3036
 EH3036;                    North         East     Units Scale Factor Converg.
 EH3036;SPC AR S     -   584,913.726   406,223.301   MT  0.99993208   +0 02 16.3
 EH3036;SPC AR S     - 1,919,004.45  1,332,750.95   sFT  0.99993208   +0 02 16.3
 EH3036;UTM  15      - 3,799,689.017   598,208.318   MT  0.99971888   +0 36 07.9
 EH3036
 EH3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3036!SPC AR S     -   0.99999374  x   0.99993208  =   0.99992582
 EH3036!UTM  15      -   0.99999374  x   0.99971888  =   0.99971263
 EH3036
 EH3036:                Primary Azimuth Mark                     Grid Az
 EH3036:SPC AR S     -  LOOP 2 AZ MK                             093 26 38.6
 EH3036:UTM  15      -  LOOP 2 AZ MK                             092 52 47.0
 EH3036
 EH3036|---------------------------------------------------------------------|
 EH3036| PID    Reference Object                     Distance      Geod. Az  |
 EH3036|                                                           dddmmss.s |
 EH3036| CY6908 LOOP 2 AZ MK                                       0932854.9 |
 EH3036| EH3033 ALTHEIMER MUNICIPAL TANK            APPROX. 7.9 KM 1020030.8 |
 EH3036| CY6910 LOOP 2 RM 4                          34.464 METERS 16416     |
 EH3036| CY6909 LOOP 2 RM 3                          35.525 METERS 35856     |
 EH3036|---------------------------------------------------------------------|
 EH3036
 EH3036                          SUPERSEDED SURVEY CONTROL
 EH3036
 EH3036  NAD 83(1986)-  34 20 01.84529(N)    091 55 56.51352(W) AD(       ) 2
 EH3036  NAD 27      -  34 20 01.49767(N)    091 55 56.01507(W) AD(       ) 2
 EH3036
 EH3036.Superseded values are not recommended for survey control.
 EH3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3036.See file dsdata.txt to determine how the superseded data were derived.
 EH3036
 EH3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9820899689(NAD 83)
 EH3036_MARKER: DS = TRIANGULATION STATION DISK
 EH3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3036_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3036+STABILITY: SURFACE MOTION
 EH3036
 EH3036  HISTORY     - Date     Condition        Report By
 EH3036  HISTORY     - 1965     MONUMENTED       CGS
 EH3036  HISTORY     - 19980801 GOOD             NRCS
 EH3036
 EH3036                          STATION DESCRIPTION
 EH3036
 EH3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3036'THE STATION IS LOCATED ON THE TOP OF A FLOOD CONTROL LEVEE,
 EH3036'ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF SHERRILL, 5 MILES
 EH3036'WEST-NORTHWEST OF ALTHEIMER, AND ON PROPERTY CONTROLLED BY
 EH3036'THE LEVEE BOARD.
 EH3036'
 EH3036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 EH3036'AND STATE HIGHWAY 88, ABOUT 2-1/2 MILES NORTHWEST OF ALTHEIMER,
 EH3036'GO NORTHWEST ON HIGHWAY 88 FOR 1.55 MILES TO A POINT WHERE
 EH3036'HIGHWAY 88 TURNS SHARP RIGHT.  CONTINUE AHEAD ON A SURFACED
 EH3036'ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT BY A
 EH3036'TELEPHONE POLE.  CONTINUE WEST ON THE SURFACED ROAD FOR 0.5
 EH3036'MILE TO A CROSSROAD AT THE TOP OF THE LEVEE AND THE STATION
 EH3036'ON THE LEFT.
 EH3036'
 EH3036'STATION MARKS ARE STANDARD DISKS STAMPED LOOP 2 1965.  THE
 EH3036'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH3036'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 157 FEET
 EH3036'SOUTH-SOUTHEAST OF THE INTERSECTION OF THE CROSSROAD, 118 FEET
 EH3036'SOUTH OF A METAL WITNESS POST, 81 FEET SOUTHEAST OF A 30
 EH3036'INCH SYCAMORE TREE, AND 3 FEET WEST OF THE CENTER OF THE
 EH3036'LEVEE ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EH3036'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 EH3036'
 EH3036'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOOP 2 NO 3
 EH3036'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 EH3036'INCHES.  IT IS 43 FEET SOUTHEAST OF THE INTERSECTION OF THE
 EH3036'CROSSROAD, 11 FEET EAST OF THE CENTER OF THE LEVEE ROAD, 2
 EH3036'FEET SOUTH OF AN EAST GATE POST, AND 1 FOOT SOUTH OF THE
 EH3036'WITNESS POST.
 EH3036'
 EH3036'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED LOOP 2 NO 4
 EH3036'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 EH3036'INCHES.  IT IS 270 FEET SOUTH-SOUTHEAST OF THE INTERSECTION
 EH3036'OF THE CROSSROAD, AND 7 FEET EAST OF THE CENTER OF THE LEVEE
 EH3036'ROAD.
 EH3036'
 EH3036'AZIMUTH MARK, A STANDARD DISK STAMPED LOOP 2 1965, IS SET
 EH3036'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 EH3036'IS 32 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD, 2 FEET
 EH3036'WEST OF A TELEPHONE POLE NO. 2, AND 1 FOOT NORTH OF A METAL
 EH3036'WITNESS POST.
 EH3036'
 EH3036'NOTE- REFERENCE MARKS MEASURED PULLING 7.5 KG. TAPE TENSION.
 EH3036'
 EH3036'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH3036
 EH3036                          STATION RECOVERY (1998)
 EH3036
 EH3036'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3036'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0758 ***********************************************************************
 EH0758  DESIGNATION -  LORAYS
 EH0758  PID         -  EH0758
 EH0758  STATE/COUNTY-  AR/DESHA
 EH0758  USGS QUAD   -  LACONIA (1982)
 EH0758
 EH0758                         *CURRENT SURVEY CONTROL
 EH0758  ___________________________________________________________________
 EH0758* NAD 83(1997)-  34 07 04.26649(N)    090 57 53.39124(W)     ADJUSTED  
 EH0758* NAVD 88     -        56.687  (meters)     185.98   (feet)  ADJUSTED  
 EH0758  ___________________________________________________________________
 EH0758  X           -     -89,008.627 (meters)                     COMP
 EH0758  Y           -  -5,285,212.775 (meters)                     COMP
 EH0758  Z           -   3,557,293.656 (meters)                     COMP
 EH0758  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EH0758  ELLIP HEIGHT-          30.31  (meters)          (09/14/99) GPS OBS
 EH0758  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0758  DYNAMIC HT  -          56.631 (meters)     185.80  (feet)  COMP
 EH0758  MODELED GRAV-     979,644.8   (mgal)                       NAVD 88
 EH0758
 EH0758  HORZ ORDER  -  SECOND
 EH0758  VERT ORDER  -  FIRST     CLASS II
 EH0758  ELLP ORDER  -  FOURTH    CLASS I
 EH0758
 EH0758.The horizontal coordinates were established by classical geodetic methods
 EH0758.and adjusted by the National Geodetic Survey in September 1999..
 EH0758
 EH0758.The orthometric height was determined by differential leveling
 EH0758.and adjusted by the National Geodetic Survey in June 1991..
 EH0758
 EH0758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0758
 EH0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0758
 EH0758.The ellipsoidal height was determined by GPS observations
 EH0758.and is referenced to NAD 83.
 EH0758
 EH0758.The geoid height was determined by GEOID03.
 EH0758
 EH0758.The dynamic height is computed by dividing the NAVD 88
 EH0758.geopotential number by the normal gravity value computed on the
 EH0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0758.degrees latitude (g = 980.6199 gals.).
 EH0758
 EH0758.The modeled gravity was interpolated from observed gravity values.
 EH0758
 EH0758;                    North         East     Units Scale Factor Converg.
 EH0758;SPC AR S     -   561,437.070   495,492.290   MT  0.99991953   +0 34 45.7
 EH0758;SPC AR S     - 1,841,981.45  1,625,627.62   sFT  0.99991953   +0 34 45.7
 EH0758;UTM  15      - 3,777,093.531   687,698.261   MT  1.00003430   +1 08 30.7
 EH0758
 EH0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0758!SPC AR S     -   0.99999524  x   0.99991953  =   0.99991477
 EH0758!UTM  15      -   0.99999524  x   1.00003430  =   1.00002954
 EH0758
 EH0758:                Primary Azimuth Mark                     Grid Az
 EH0758:SPC AR S     -  THORNTON                                 198 31 43.3
 EH0758:UTM  15      -  THORNTON                                 197 57 58.3
 EH0758
 EH0758|---------------------------------------------------------------------|
 EH0758| PID    Reference Object                     Distance      Geod. Az  |
 EH0758|                                                           dddmmss.s |
 EH0758| EH2811 THORNTON                            APPROX. 5.4 KM 1990629.0 |
 EH0758| CY6912 LORAYS RM 1                          46.796 METERS 20434     |
 EH0758| CY6913 LORAYS RM 2                          49.079 METERS 29101     |
 EH0758| CY6911 LORAYS AZ MK                                       3334101.9 |
 EH0758|---------------------------------------------------------------------|
 EH0758
 EH0758                          SUPERSEDED SURVEY CONTROL
 EH0758
 EH0758  NAD 83(1997)-  34 07 04.26756(N)    090 57 53.39072(W) AD(       ) 2
 EH0758  NAD 83(1986)-  34 07 04.27280(N)    090 57 53.38575(W) AD(       ) 2
 EH0758  NAD 27      -  34 07 03.89340(N)    090 57 52.99318(W) AD(       ) 2
 EH0758  NGVD 29 (??/??/??)   56.747  (m)          186.18   (f) ADJUSTED    1 2
 EH0758
 EH0758.Superseded values are not recommended for survey control.
 EH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0758.See file dsdata.txt to determine how the superseded data were derived.
 EH0758
 EH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8769877094(NAD 83)
 EH0758_MARKER: DS = TRIANGULATION STATION DISK
 EH0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH0758_STAMPING: LORAYS 1964
 EH0758_MARK LOGO: CGS   
 EH0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0758+STABILITY: SURFACE MOTION
 EH0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0758+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH0758
 EH0758  HISTORY     - Date     Condition        Report By
 EH0758  HISTORY     - 1964     MONUMENTED       CGS
 EH0758  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0758  HISTORY     - 1976     GOOD             NGS
 EH0758  HISTORY     - 1985     GOOD             NGS
 EH0758  HISTORY     - 1985     GOOD             NGS
 EH0758  HISTORY     - 20050412 POOR             USACE
 EH0758
 EH0758                          STATION DESCRIPTION
 EH0758
 EH0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH0758'THE STATION IS 6-1/2 MILES WEST AND 13-1/2 MILES SOUTH OF
 EH0758'ELAINE, 17-1/2 MILES EAST AND 16 MILES NORTH OF WATSON, 3
 EH0758'1/2 MILES EAST AND 4 MILES NORTH OF SNOW LAKE, NEAR THE
 EH0758'PHILLIPS-DESHA COUNTY LINE, AND ON PROPERTY CONTROLLED BY
 EH0758'THE LEVEE BOARD.
 EH0758'
 EH0758'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 44
 EH0758'AND 85 IN CRUMROD, GO SOUTH ON ROUTE 85 FOR 1.5 MILES TO A
 EH0758'CROSSROAD AND A TENANT HOUSE IN THE SOUTHEAST ANGLE.  TURN
 EH0758'LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.85 MILE TO THE TOP OF A
 EH0758'LEVEE.  TURN RIGHT AND GO SOUTHEAST ON THE LEVEE ROAD FOR 0.2
 EH0758'MILE TO AN APPROACH ROAD AND THE AZIMUTH MARK ON THE LEFT.
 EH0758'CONTINUE SOUTHEAST ON THE LEVEE ROAD FOR 0.4 MILE TO A SPUR
 EH0758'LEVEE AND THE STATION ON THE LEFT.
 EH0758'
 EH0758'STATION MARKS ARE STANDARD DISKS STAMPED LORAYS 1964.  THE
 EH0758'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH
 EH0758'THE SURFACE OF THE GROUND.  IT IS 129 FEET NORTHEAST OF
 EH0758'THE CENTER OF THE MAIN AND SPUR LEVEE JUNCTION, AND IN THE
 EH0758'TOP CENTER OF THE SPUR LEVEE.  THE UNDERGROUND DISK IS SET IN
 EH0758'AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF
 EH0758'THE GROUND.
 EH0758'
 EH0758'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LORAYS NO 1
 EH0758'1964, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH0758'OF THE GROUND.  IT IS 100 FEET SOUTHEAST OF THE CENTER OF THE
 EH0758'LEVEE JUNCTION, AND 15 FEET NORTHEAST OF THE CENTER OF THE
 EH0758'MAIN LEVEE ROAD.
 EH0758'
 EH0758'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LORAYS NO 2
 EH0758'1964, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH0758'OF THE GROUND.  IT IS 113.5 FEET NORTHWEST OF THE CENTER
 EH0758'OF THE LEVEE JUNCTION, AND 16 FEET NORTHEAST OF THE CENTER OF
 EH0758'THE MAIN LEVEE ROAD.
 EH0758'
 EH0758'AZIMUTH MARK, A STANDARD DISK STAMPED LORAYS 1964, IS SET
 EH0758'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 EH0758'GROUND.  IT IS 17 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 EH0758'OF THE MAIN LEVEE AND THE APPROACH ROAD, AND 16 FEET NORTHEAST
 EH0758'OF THE CENTER OF THE LEVEE ROAD.
 EH0758'
 EH0758'NOTE- REFERENCE MARKS MEASURED WITH 300 FOOT TAPE PULLING
 EH0758'7 KG. TAPE TENSION.
 EH0758'
 EH0758'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH0758
 EH0758                          STATION RECOVERY (1976)
 EH0758
 EH0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0758'LORAYS AZ MK NOT RECOVERED, LORAYS RM 1 NOT FOUND,
 EH0758'LORAYS RM 2 TOP CUT OFF.
 EH0758
 EH0758                          STATION RECOVERY (1976)
 EH0758
 EH0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0758'9.6 MI S FROM MELLWOOD.
 EH0758'9.6 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0758'MELLWOOD, ALSO ABOUT 300 FEET SOUTH OF A FENCE AND CATTLE GUARD
 EH0758'CROSSING THE LEVEE, AT A SPUR LEVEE LEADING EAST, AND 0.15 MILE NORTH
 EH0758'OF MILE POST 49/50.  A DISK SET IN THE TOP OF A CONCRETE POST
 EH0758'PROJECTING +0 INCHES.  ABOUT LEVEL WITH LEVEE.
 EH0758
 EH0758                          STATION RECOVERY (1985)
 EH0758
 EH0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0758'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 EH0758'2 WAS FOUND DESTROYED.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 EH0758'NOT RECOVERED.  OWNERSHIP--LACONIA LEVEE DISTRICT NO 1 OF DESHA
 EH0758'COUNTY, ARKANSAS, PO BOX 381, MC GEHEE AR 71654, PHONE 501-222-3456
 EH0758'STTION IS IN T 7 S, R 1 E,  NORTHEAST 1/4 SECTION 1. IT IS 0.16 KM
 EH0758'(0.1 MI) SOUTH OF THE PHILLIPS-DESHA COUNTY LINE, ON A SPUR LEVEE.
 EH0758'
 EH0758'TO REACH FROM THE ONLY STORE IN CRUMROD, GO SOUTH ON STATE HIGHWAY 85
 EH0758'FOR 2.4 KM (1.5 MI) TO A DIRT ROAD LEFT (THERE IS A DIM TRACK ROAD
 EH0758'RIGHT ACROSS THE TRACKS).  TURN LEFT, EAST, ON THE DIRT ROAD FOR
 EH0758'1.43 KM (0.85 MI) TO THE LEVEE ROAD.  TURN RIGHT, SOUTHEAST,
 EH0758'FOR 1.0 KM (0.6 MI) TO A SPUR LEVEE ON THE LEFT AND THE
 EH0758'STATION IN THE MIDDLE OF THE SPUR LEVEE.
 EH0758'
 EH0758'STATION MARK PROJECTS 2 CM.  IT IS 39.0 METERS EAST-NORTHEAST OF THE
 EH0758'MAIN LEVEE ROAD, 31.8 METERS EAST-NORTHEAST OF A CABLE GATE, 2.3
 EH0758'METERS NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST, 19.0 METERS
 EH0758'WEST OF A LONE SMALL TREE ON THE SOUTH SIDE OF THE SPUR
 EH0758'LEVEE, IN THE MIDDLE OF THE SPUR LEVEE.
 EH0758'
 EH0758'THIS STATION IS INTERVISIBLE WITH L 305.
 EH0758
 EH0758                          STATION RECOVERY (1985)
 EH0758
 EH0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0758'RECOVERED IN GOOD CONDITION.  NOTE,ADD, 39.6 METERS (130.0 FT) EAST OF
 EH0758'THE CENTER OF THE MAIN LEVEE, 2.3 METERS (7.7 FT) WEST-NORTHWEST OF A
 EH0758'WITNESS POST, AND IN THE MIDDLE OF THE SPUR LEVEE.
 EH0758
 EH0758                          STATION RECOVERY (2005)
 EH0758
 EH0758'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH0758'MARK FOUND LYING AT TOE OF SPUR LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1461 ***********************************************************************
 FF1461  DESIGNATION -  LOST
 FF1461  PID         -  FF1461
 FF1461  STATE/COUNTY-  AR/WHITE
 FF1461  USGS QUAD   -  MC RAE (1992)
 FF1461
 FF1461                         *CURRENT SURVEY CONTROL
 FF1461  ___________________________________________________________________
 FF1461* NAD 83(1986)-  35 04 54.     (N)    091 51 52.     (W)     SCALED    
 FF1461* NAVD 88     -        69.29   (+/-2cm)     227.3    (feet)  VERTCON   
 FF1461  ___________________________________________________________________
 FF1461  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1461
 FF1461  VERT ORDER  -  ? (See Below)
 FF1461
 FF1461.The horizontal coordinates were scaled from a topographic map and have
 FF1461.an estimated accuracy of +/- 6 seconds.
 FF1461
 FF1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1461.The vertical order pertains to the NGVD 29 superseded value.
 FF1461
 FF1461.The geoid height was determined by GEOID03.
 FF1461
 FF1461;                    North         East    Units  Estimated Accuracy
 FF1461;SPC AR N     -    83,030.      412,360.      MT  (+/- 180 meters Scaled)
 FF1461
 FF1461                          SUPERSEDED SURVEY CONTROL
 FF1461
 FF1461  NGVD 29 (??/??/??)   69.275  (m)          227.28   (f) ADJUSTED    ?  
 FF1461
 FF1461.Superseded values are not recommended for survey control.
 FF1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1461.See file dsdata.txt to determine how the superseded data were derived.
 FF1461
 FF1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU035826(NAD 83)
 FF1461_MARKER: DD = SURVEY DISK
 FF1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1461_STAMPING: LOST 1934
 FF1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1461+STABILITY: SURFACE MOTION
 FF1461
 FF1461  HISTORY     - Date     Condition        Report By
 FF1461  HISTORY     - 1934     MONUMENTED       ARGS
 FF1461  HISTORY     - 1955     GOOD             CGS
 FF1461
 FF1461                          STATION DESCRIPTION
 FF1461
 FF1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1461'1.2 MI NE FROM BEEBE.
 FF1461'1.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1461'STATION AT BEEBE, 101 FEET SOUTHWEST OF POLE 311+20, 78 FEET
 FF1461'NORTHEAST OF THE CONCRETE FOUNDATION OF A SIGNAL, AND 9.5 FEET
 FF1461'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.  A STATE
 FF1461'SURVEY STANDARD DISK, STAMPED LOST 1934 AND SET IN THE TOP OF A
 FF1461'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1825 ***********************************************************************
 FF1825  DESIGNATION -  LOST
 FF1825  PID         -  FF1825
 FF1825  STATE/COUNTY-  AR/PRAIRIE
 FF1825  USGS QUAD   -  GREGORY SW (1993)
 FF1825
 FF1825                         *CURRENT SURVEY CONTROL
 FF1825  ___________________________________________________________________
 FF1825* NAD 83(1997)-  35 02 28.87692(N)    091 25 56.74971(W)     ADJUSTED  
 FF1825* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 FF1825  ___________________________________________________________________
 FF1825  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 FF1825  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FF1825
 FF1825  HORZ ORDER  -  THIRD
 FF1825
 FF1825.The horizontal coordinates were established by classical geodetic methods
 FF1825.and adjusted by the National Geodetic Survey in September 1999..
 FF1825
 FF1825.The orthometric height was scaled from a topographic map.
 FF1825
 FF1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1825
 FF1825.The geoid height was determined by GEOID03.
 FF1825
 FF1825;                    North         East     Units Scale Factor Converg.
 FF1825;SPC AR S     -   663,542.072   451,789.808   MT  1.00007282   +0 19 03.6
 FF1825;SPC AR S     - 2,176,970.95  1,482,247.06   sFT  1.00007282   +0 19 03.6
 FF1825;SPC AR N     -    78,698.512   451,785.006   MT  0.99998052   +0 19 49.0
 FF1825;SPC AR N     -   258,196.70  1,482,231.31   sFT  0.99998052   +0 19 49.0
 FF1825;UTM  15      - 3,878,752.326   642,977.437   MT  0.99985195   +0 54 00.7
 FF1825
 FF1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1825!SPC AR S     -   0.99999484  x   1.00007282  =   1.00006766
 FF1825!SPC AR N     -   0.99999484  x   0.99998052  =   0.99997536
 FF1825!UTM  15      -   0.99999484  x   0.99985195  =   0.99984679
 FF1825
 FF1825|---------------------------------------------------------------------|
 FF1825| PID    Reference Object                     Distance      Geod. Az  |
 FF1825|                                                           dddmmss.s |
 FF1825| CI2387 LOST RM 1                            24.043 METERS 08438     |
 FF1825| CI2388 LOST RM 2                            22.913 METERS 19927     |
 FF1825| CI2386 LOST AZ MK                                         3241723.0 |
 FF1825|---------------------------------------------------------------------|
 FF1825
 FF1825                          SUPERSEDED SURVEY CONTROL
 FF1825
 FF1825  NAD 83(1986)-  35 02 28.88397(N)    091 25 56.74625(W) AD(       ) 3
 FF1825  NAD 27      -  35 02 28.56040(N)    091 25 56.28210(W) AD(       ) 3
 FF1825
 FF1825.Superseded values are not recommended for survey control.
 FF1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1825.See file dsdata.txt to determine how the superseded data were derived.
 FF1825
 FF1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4297778752(NAD 83)
 FF1825_MARKER: DS = TRIANGULATION STATION DISK
 FF1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1825
 FF1825  HISTORY     - Date     Condition        Report By
 FF1825  HISTORY     - 1954     MONUMENTED       CGS
 FF1825
 FF1825                          STATION DESCRIPTION
 FF1825
 FF1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1825'THE STATION IS IN THE SOUTHWEST QUARTER OF SEC. 21, T 5 N,
 FF1825'R 4 W, ABOUT 6.5 MILES NORTHEAST OF DES ARC, 5.5 MILES SOUTHEAST
 FF1825'OF GEORGETOWN, 0.5 MILE EAST OF THE WHITE RIVER, 0.5 MILE
 FF1825'SOUTH OF THE WOODRUFF-PRAIRIE COUNTY LINE, ON A NARROW RIDGE
 FF1825'EXTENDING NORTHWEST AND SOUTHEAST, AND LOCALLY KNOWN AS
 FF1825'LOST HILL.  IT IS 21 FEET WEST OF THE NORTHWEST CORNER OF
 FF1825'A SHED, 12 FEET NORTHEAST OF A 3-WAY FENCE CORNER, 12 FEET
 FF1825'EAST OF A WHITE 4 IN X 4 IN WITNESS POST AND ON LAND OWNED
 FF1825'BY A.J. FLANAGAN.
 FF1825'
 FF1825'TO REACH THE STATION FROM THE RAILROAD STATION IN DES ARC,
 FF1825'GO EAST-NORTHEAST ON STATE HIGHWAY 38 FOR 5.2 MILES TO A
 FF1825'SIDE ROAD ON THE LEFT AND A SMALL STORE IN THE NORTHEAST
 FF1825'CORNER OF THE INTERSECTION, TURN LEFT (NORTH) AND GO FOR
 FF1825'2.35 MILES TO WHERE THE ROAD TURNS FROM NORTH TO WEST AND
 FF1825'A DRIVEWAY ON THE RIGHT, TURN RIGHT, EAST AND NORTH BETWEEN
 FF1825'THE FARM BUILDINGS FOR 0.05 MILE TO THE NORTHEAST CORNER
 FF1825'OF THE FARMYARD AND THE STATION.
 FF1825'
 FF1825'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE HIGHWAY
 FF1825'AND THE DRIVEWAY, GO WEST AND NORTH FOR 0.85 MILE TO THE
 FF1825'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FF1825'
 FF1825'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1825'LOST 1954.
 FF1825'
 FF1825'REFERENCE MARK 1 IS 38 FEET EAST OF THE NORTHEAST CORNER OF THE
 FF1825'SHED, AND 21 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 FF1825'3 INCHES AND THE DISK IS STAMPED LOST NO 1 1954.
 FF1825'
 FF1825'REFERENCE MARK 2 IS 24 FEET SOUTHWEST OF A 24-INCH HACKBERRY
 FF1825'TREE AND 10 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 FF1825'5 INCHES AND THE DISK IS STAMPED LOST NO 2 1954.
 FF1825'
 FF1825'THE AZIMUTH MARK IS SET AT THE BASE OF THE EAST EDGE OF A
 FF1825'LEVEE, 18 FEET WEST OF THE CENTER OF THE ROAD, 2.5 FEET SOUTH
 FF1825'OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT EAST OF A
 FF1825'WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 FF1825'STAMPED LOST 1954.
 FF1825'
 FF1825'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3048 ***********************************************************************
 EH3048  DESIGNATION -  LOT 5 MI NW OF DEVALLS BLUFF
 EH3048  PID         -  EH3048
 EH3048  STATE/COUNTY-  AR/PRAIRIE
 EH3048  USGS QUAD   -  HAZEN (1994)
 EH3048
 EH3048                         *CURRENT SURVEY CONTROL
 EH3048  ___________________________________________________________________
 EH3048* NAD 83(1997)-  34 50 45.99597(N)    091 30 45.28754(W)     ADJUSTED  
 EH3048* NAVD 88     -                                                        
 EH3048  ___________________________________________________________________
 EH3048  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EH3048  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH3048
 EH3048  HORZ ORDER  -  THIRD
 EH3048
 EH3048.The horizontal coordinates were established by classical geodetic methods
 EH3048.and adjusted by the National Geodetic Survey in September 1999..
 EH3048
 EH3048
 EH3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3048
 EH3048.The geoid height was determined by GEOID03.
 EH3048
 EH3048;                    North         East     Units Scale Factor Converg.
 EH3048;SPC AR S     -   641,843.303   444,579.500   MT  1.00001868   +0 16 22.1
 EH3048;SPC AR S     - 2,105,780.90  1,458,591.24   sFT  1.00001868   +0 16 22.1
 EH3048;UTM  15      - 3,856,986.163   635,988.518   MT  0.99982793   +0 51 00.0
 EH3048
 EH3048                          SUPERSEDED SURVEY CONTROL
 EH3048
 EH3048  NAD 83(1986)-  34 50 46.00045(N)    091 30 45.28330(W) AD(       ) 4
 EH3048  NAD 27      -  34 50 45.67241(N)    091 30 44.81225(W) AD(       ) 3
 EH3048
 EH3048.Superseded values are not recommended for survey control.
 EH3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3048.See file dsdata.txt to determine how the superseded data were derived.
 EH3048
 EH3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3598956986(NAD 83)
 EH3048_MARKER: 57 = LOOKOUT TOWER
 EH3048
 EH3048  HISTORY     - Date     Condition        Report By
 EH3048  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH3048  HISTORY     - 1965     GOOD             CGS
 EH3048
 EH3048                          STATION DESCRIPTION
 EH3048
 EH3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH3048'THE STATION IS ABOUT 5 MILES NORTHWEST OF DEVALLS BLUFF
 EH3048'AND 3 MILES EAST OF STATE HIGHWAY 11.
 EH3048'
 EH3048'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A
 EH3048'6 FOOT SQUARE STEEL AND GLASS HOUSE AND THE OVERALL HEIGHT
 EH3048'IS ABOUT 110 FEET.
 EH3048'
 EH3048'THE POINT INTERSECTED WAS THE APEX OF THE HOUSE.
 EH3048
 EH3048                          STATION RECOVERY (1965)
 EH3048
 EH3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3048'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2911 ***********************************************************************
 EH2911  DESIGNATION -  LOUISIANA
 EH2911  PID         -  EH2911
 EH2911  STATE/COUNTY-  AR/PHILLIPS
 EH2911  USGS QUAD   -  MONROE (1971)
 EH2911
 EH2911                         *CURRENT SURVEY CONTROL
 EH2911  ___________________________________________________________________
 EH2911* NAD 83(1997)-  34 38 43.78650(N)    091 02 57.32119(W)     ADJUSTED  
 EH2911* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 EH2911  ___________________________________________________________________
 EH2911  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EH2911  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2911
 EH2911  HORZ ORDER  -  SECOND
 EH2911
 EH2911.The horizontal coordinates were established by classical geodetic methods
 EH2911.and adjusted by the National Geodetic Survey in September 1999..
 EH2911
 EH2911.The orthometric height was scaled from a topographic map.
 EH2911
 EH2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2911
 EH2911.The geoid height was determined by GEOID03.
 EH2911
 EH2911;                    North         East     Units Scale Factor Converg.
 EH2911;SPC AR S     -   619,886.741   487,160.930   MT  0.99997522   +0 31 55.6
 EH2911;SPC AR S     - 2,033,745.08  1,598,293.82   sFT  0.99997522   +0 31 55.6
 EH2911;UTM  15      - 3,835,461.737   678,785.252   MT  0.99999399   +1 06 33.4
 EH2911
 EH2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2911!SPC AR S     -   0.99999480  x   0.99997522  =   0.99997002
 EH2911!UTM  15      -   0.99999480  x   0.99999399  =   0.99998879
 EH2911
 EH2911|---------------------------------------------------------------------|
 EH2911| PID    Reference Object                     Distance      Geod. Az  |
 EH2911|                                                           dddmmss.s |
 EH2911| CY6915 LOUISIANA RM 1                       29.669 METERS 07904     |
 EH2911| CY6916 LOUISIANA RM 2                       29.965 METERS 17115     |
 EH2911| EH2910 LOUISIANA PURCHASE MARKER           255.906 METERS 27437     |
 EH2911| CY6914 LOUISIANA AZ MK                                    3413206.2 |
 EH2911|---------------------------------------------------------------------|
 EH2911
 EH2911                          SUPERSEDED SURVEY CONTROL
 EH2911
 EH2911  NAD 83(1997)-  34 38 43.79292(N)    091 02 57.31859(W) AD(       ) 2
 EH2911  NAD 83(1986)-  34 38 43.79426(N)    091 02 57.31797(W) AD(       ) 2
 EH2911  NAD 27      -  34 38 43.43830(N)    091 02 56.88848(W) AD(       ) 2
 EH2911
 EH2911.Superseded values are not recommended for survey control.
 EH2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2911.See file dsdata.txt to determine how the superseded data were derived.
 EH2911
 EH2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7878535462(NAD 83)
 EH2911_MARKER: DS = TRIANGULATION STATION DISK
 EH2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2911_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2911
 EH2911  HISTORY     - Date     Condition        Report By
 EH2911  HISTORY     - 1965     MONUMENTED       CGS
 EH2911
 EH2911                          STATION DESCRIPTION
 EH2911
 EH2911'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2911'STATION IS ABOUT 9 MILES NORTHWEST OF MARVELL, 7 MILES SOUTHEAST
 EH2911'OF MONROE, ON OR NEAR THE PHILLIPS-LEE COUNTY LINE JUST EAST
 EH2911'OF THE MONROE COUNTY LINE AND ON THE PROPERTY OF MR. JOE DAVIDSON.
 EH2911'
 EH2911'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 1
 EH2911'IN THE NORTHWEST EDGE OF MARVELL, GO NORTHWEST ON HIGHWAY
 EH2911'49 FOR 3.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON
 EH2911'A GRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 EH2911'AND GO NORTHWEST ON A DIRT ROAD FOR 2.75 MILES TO A SIDE
 EH2911'ROAD RIGHT AND A CHURCH ON THE RIGHT.  CONTINUE NORTHWEST
 EH2911'ON THE DIRT ROAD FOR 2.05 MILES TO THE STATION ON THE RIGHT.
 EH2911'
 EH2911'STATION MARKS ARE STANDARD DISKS STAMPED LOUISIANA 1965.
 EH2911'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH2911'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 39 FEET EAST OF THE
 EH2911'CENTER OF A DIRT ROAD, 27 FEET SOUTHEAST OF A 36 INCH OAK TREE
 EH2911'WITH A TRIANGULAR BLAZE ON THE WEST SIDE, 21 FEET SOUTHWEST
 EH2911'OF AN 18 INCH TWIN TRUNK GUM TREE AND 100 FEET NORTH-NORTHEAST
 EH2911'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 EH2911'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 EH2911'GROUND.
 EH2911'
 EH2911'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOUISIANA NO 1
 EH2911'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3
 EH2911'INCHES.  IT IS 4 FEET SOUTHWEST OF A 24 INCH OAK TREE.
 EH2911'
 EH2911'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOUISIANA NO 2
 EH2911'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2911'SURFACE OF THE GROUND.  IT IS 2 FEET NORTH OF A METAL WITNESS
 EH2911'POST AND 24 FEET EAST OF THE CENTER OF THE DIRT ROAD.
 EH2911'
 EH2911'AZIMUTH MARK, A STANDARD DISK STAMPED LOUISIANA 1965, IS SET
 EH2911'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 1 FOOT
 EH2911'SOUTH OF A POWER POLE 2 FEET WEST OF A METAL WITNESS POST AND
 EH2911'37 FEET NORTHWEST OF A T-ROAD INTERSECTION.
 EH2911'
 EH2911'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON THE
 EH2911'DIRT ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH
 EH2911'MARK ON THE LEFT.
 EH2911'
 EH2911'LOUISIANA PURCHASE MARKER IS A GRANITE MONUMENT ABOUT 1-1/2
 EH2911'FEET THICK AND AT THIS TIME ABOUT 3 FEET ABOVE WATER LEVEL.
 EH2911'IT IS THE TAKE-OFF POINT FOR PHILLIPS, LEE AND MONROE COUNTY
 EH2911'SURVEYS AND HAS THE FOLLOWING INCRIPTION-
 EH2911'
 EH2911'THIS STONE MARKS THE BASE ESTABLISHED NOV. 10, 1815 FROM WHICH
 EH2911'THE LANDS OF THE LOUISIANA PURCHASE WERE SURVEYED BY THE
 EH2911'UNITED STATES ENGINEERS.  THE FIRST SURVEY FROM THIS POINT WAS
 EH2911'MADE TO SATISFY THE CLAIM OF THE SOLDIERS OF THE WAR OF 1812
 EH2911'WITH LAND BOUNTIES.  ERECTED BY THE ARKANSAS DAUGHTERS OF THE
 EH2911'AMERICAN REVOLUTION.  SPONSORED BY THE LANGUILLE CHAPTER.
 EH2911'
 EH2911'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 EH2911'
 EH2911'POINT HELD ON THE MONUMENT IS A CHISELED CROSS ON ITS TOP CENTER.
 EH2911'
 EH2911'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2910 ***********************************************************************
 EH2910  DESIGNATION -  LOUISIANA PURCHASE MARKER
 EH2910  PID         -  EH2910
 EH2910  STATE/COUNTY-  AR/PHILLIPS
 EH2910  USGS QUAD   -  MONROE (1971)
 EH2910
 EH2910                         *CURRENT SURVEY CONTROL
 EH2910  ___________________________________________________________________
 EH2910* NAD 83(1997)-  34 38 44.45490(N)    091 03 07.33724(W)     ADJUSTED  
 EH2910* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 EH2910  ___________________________________________________________________
 EH2910  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EH2910  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2910
 EH2910  HORZ ORDER  -  SECOND
 EH2910
 EH2910.The horizontal coordinates were established by classical geodetic methods
 EH2910.and adjusted by the National Geodetic Survey in September 1999..
 EH2910
 EH2910.The orthometric height was scaled from a topographic map.
 EH2910
 EH2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2910
 EH2910.The geoid height was determined by GEOID03.
 EH2910
 EH2910;                    North         East     Units Scale Factor Converg.
 EH2910;SPC AR S     -   619,904.971   486,905.681   MT  0.99997526   +0 31 50.0
 EH2910;SPC AR S     - 2,033,804.89  1,597,456.39   sFT  0.99997526   +0 31 50.0
 EH2910;UTM  15      - 3,835,477.395   678,529.828   MT  0.99999286   +1 06 27.8
 EH2910
 EH2910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2910!SPC AR S     -   0.99999543  x   0.99997526  =   0.99997069
 EH2910!UTM  15      -   0.99999543  x   0.99999286  =   0.99998829
 EH2910
 EH2910                          SUPERSEDED SURVEY CONTROL
 EH2910
 EH2910  NAD 83(1997)-  34 38 44.46132(N)    091 03 07.33465(W) AD(       ) 2
 EH2910  NAD 83(1986)-  34 38 44.46265(N)    091 03 07.33403(W) AD(       ) 2
 EH2910  NAD 27      -  34 38 44.10670(N)    091 03 06.90328(W) AD(       ) 2
 EH2910
 EH2910.Superseded values are not recommended for survey control.
 EH2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2910.See file dsdata.txt to determine how the superseded data were derived.
 EH2910
 EH2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7853035477(NAD 83)
 EH2910_MARKER: V = STONE MONUMENT
 EH2910_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EH2910_SP_SET: OBJECT IMBEDDED IN GROUND
 EH2910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2910
 EH2910  HISTORY     - Date     Condition        Report By
 EH2910  HISTORY     - 1965     MONUMENTED       CGS
 EH2910  HISTORY     - 20030116 GOOD             GEOCAC
 EH2910  HISTORY     - 20041022 GOOD             USPSQD
 EH2910
 EH2910                          STATION DESCRIPTION
 EH2910
 EH2910'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2910'THE STATION IS A GRANITE MONUMENT ABOUT 1-1/2 FEET THICK AND IS
 EH2910'ABOUT 3 FEET ABOVE WATER LEVEL AT THIS TIME.  IT IS THE TAKE
 EH2910'OFF POINT FOR PHILLIPS, LEE AND MONROE COUNTY SURVEYS AND HAS
 EH2910'THE FOLLOWING INSCRIPTION-
 EH2910'
 EH2910'THIS STONE MARKS THE BASE ESTABLISHED NOV. 10 1815 FROM WHICH
 EH2910'THE LANDS OF THE LOUISIANA PURCHASE WERE SURVEYED BY THE
 EH2910'UNITED STATES ENGINEERS.  THE FIRST SURVEY FROM THIS POINT WAS
 EH2910'MADE TO SATISFY THE CLAIM OF THE SOLDIERS OF THE WAR OF 1812
 EH2910'WITH LAND BOUNTIES.  ERECTED BY THE ARKANSAS DAUGHTERS OF THE
 EH2910'AMERICAN REVOLUTION.  SPONSORED BY THE LANGUILLE CHAPTER.
 EH2910'
 EH2910'IT IS LOCATED IN A SWAMPY AREA ABOUT 9 MILES NORTHWEST OF MARVELL,
 EH2910'7 MILES SOUTHEAST OF MONROE AND ABOUT 850 FEET WEST OF A DIRT
 EH2910'ROAD.
 EH2910'
 EH2910'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 EH2910'1 AT THE NORTHWEST EDGE OF MARVELL.  GO NORTHWEST ON HIGHWAY 49
 EH2910'FOR 3.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON
 EH2910'A GRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 EH2910'AND GO NORTHWEST ON A DIRT ROAD FOR 2.75 MILES TO A SIDE ROAD
 EH2910'RIGHT.  CONTINUE NORTHWEST ON THE DIRT ROAD 2.05 MILES TO
 EH2910'TRIANGULATION STATION LOUISIANA ON THE RIGHT AND THE LOUISIANA
 EH2910'PURCHASE MARKER 850 FEET WEST OF THIS POINT.
 EH2910'
 EH2910'DUE TO DEEP WATER, THE TRAVERSE CONNECTION FROM TRIANGULATION
 EH2910'STATION WAS MADE WITH ELECTRONIC EQUIPTMENT.  THE DISTANCE BEING
 EH2910'839.50 FEET AND 255.88 METERS.
 EH2910
 EH2910                          STATION RECOVERY (2003)
 EH2910
 EH2910'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 EH2910'RECOVERED IN GOOD CONDITION.
 EH2910
 EH2910                          STATION RECOVERY (2004)
 EH2910
 EH2910'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 EH2910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1464 ***********************************************************************
 FF1464  DESIGNATION -  LOVE
 FF1464  PID         -  FF1464
 FF1464  STATE/COUNTY-  AR/WHITE
 FF1464  USGS QUAD   -  BEEBE (1994)
 FF1464
 FF1464                         *CURRENT SURVEY CONTROL
 FF1464  ___________________________________________________________________
 FF1464* NAD 83(1986)-  35 04 13.     (N)    091 52 46.     (W)     SCALED    
 FF1464* NAVD 88     -        74.845  (meters)     245.55   (feet)  POSTED    
 FF1464  ___________________________________________________________________
 FF1464  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1464  DYNAMIC HT  -          74.780 (meters)     245.34  (feet)  COMP
 FF1464  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FF1464
 FF1464  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FF1464
 FF1464.The horizontal coordinates were scaled from a topographic map and have
 FF1464.an estimated accuracy of +/- 6 seconds.
 FF1464
 FF1464.The orthometric height was determined by differential leveling
 FF1464.and adjusted by the National Geodetic Survey in 1992..
 FF1464.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FF1464.rate of 2.1 thru 3.0 mm/km.
 FF1464
 FF1464.The geoid height was determined by GEOID03.
 FF1464
 FF1464.The dynamic height is computed by dividing the NAVD 88
 FF1464.geopotential number by the normal gravity value computed on the
 FF1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1464.degrees latitude (g = 980.6199 gals.).
 FF1464
 FF1464.The modeled gravity was interpolated from observed gravity values.
 FF1464
 FF1464;                    North         East    Units  Estimated Accuracy
 FF1464;SPC AR N     -    81,770.      411,000.      MT  (+/- 180 meters Scaled)
 FF1464
 FF1464                          SUPERSEDED SURVEY CONTROL
 FF1464
 FF1464  NGVD 29 (??/??/??)   74.838  (m)          245.53   (f) ADJUSTED    2 0
 FF1464
 FF1464.Superseded values are not recommended for survey control.
 FF1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1464.See file dsdata.txt to determine how the superseded data were derived.
 FF1464
 FF1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU021814(NAD 83)
 FF1464_MARKER: DD = SURVEY DISK
 FF1464_SETTING: 0 = UNSPECIFIED SETTING
 FF1464_STAMPING: LOVE 1934
 FF1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1464
 FF1464  HISTORY     - Date     Condition        Report By
 FF1464  HISTORY     - 1934     MONUMENTED       ARGS
 FF1464  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1464
 FF1464                          STATION DESCRIPTION
 FF1464
 FF1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1464'AT BEEBE.
 FF1464'AT BEEBE, WHITE COUNTY, NEAR
 FF1464'1/4 CORNER, BETWEEN SECS. 8 AND 9, T 5 N, R 8 W, ON THE MISSOURI
 FF1464'PACIFIC RAILROAD, 231 FEET NORTHEAST OF THE NORTHEAST CORNER
 FF1464'OF THE RAILROAD STATION, 21 FEET NORMAL AND ON THE NORTH SIDE
 FF1464'OF STATE HIGHWAY 31 (MAIN STREET) 14.7 FEET NORMAL TO AND WEST
 FF1464'OF THE WEST RAIL, 10 FEET NORMAL TO AND SOUTH OF THE SOUTH EDGE
 FF1464'OF A SIDE WALK, 55.5 FEET SOUTH OF USC AND GS BENCH MARK Y 9
 FF1464'1951, AT THE NORTHEAST EDGE OF STATE HIGHWAY 31 AND ABOUT 8
 FF1464'INCHES BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0953 ***********************************************************************
 FH0953  DESIGNATION -  LOVELL
 FH0953  PID         -  FH0953
 FH0953  STATE/COUNTY-  AR/CRAWFORD
 FH0953  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0953
 FH0953                         *CURRENT SURVEY CONTROL
 FH0953  ___________________________________________________________________
 FH0953* NAD 83(1997)-  35 42 04.10152(N)    094 08 46.44270(W)     ADJUSTED  
 FH0953* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 FH0953  ___________________________________________________________________
 FH0953  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 FH0953  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FH0953
 FH0953  HORZ ORDER  -  FIRST
 FH0953
 FH0953.The horizontal coordinates were established by classical geodetic methods
 FH0953.and adjusted by the National Geodetic Survey in September 1999..
 FH0953
 FH0953.The orthometric height was scaled from a topographic map.
 FH0953
 FH0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0953
 FH0953.The geoid height was determined by GEOID03.
 FH0953
 FH0953;                    North         East     Units Scale Factor Converg.
 FH0953;SPC AR N     -   153,863.592   205,787.546   MT  0.99993801   -1 14 56.0
 FH0953;SPC AR N     -   504,800.80    675,154.64   sFT  0.99993801   -1 14 56.0
 FH0953;UTM  15      - 3,951,406.613   396,302.045   MT  0.99973251   -0 40 08.2
 FH0953
 FH0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0953!SPC AR N     -   0.99990903  x   0.99993801  =   0.99984704
 FH0953!UTM  15      -   0.99990903  x   0.99973251  =   0.99964156
 FH0953
 FH0953|---------------------------------------------------------------------|
 FH0953| PID    Reference Object                     Distance      Geod. Az  |
 FH0953|                                                           dddmmss.s |
 FH0953| CI2390 LOVELL RM 1                          21.976 METERS 05409     |
 FH0953| FH0940 LOCKE TOWER                         APPROX. 8.4 KM 1331150.4 |
 FH0953| CI2391 LOVELL RM 2                          21.296 METERS 14300     |
 FH0953| CI2389 LOVELL AZ MK                                       2171300.3 |
 FH0953| FH0954 LOVELL RM 3                          15.808 METERS 23925     |
 FH0953|---------------------------------------------------------------------|
 FH0953
 FH0953                          SUPERSEDED SURVEY CONTROL
 FH0953
 FH0953  NAD 83(1997)-  35 42 04.11114(N)    094 08 46.44210(W) AD(       ) 1
 FH0953  NAD 83(1986)-  35 42 04.10948(N)    094 08 46.43747(W) AD(       ) 1
 FH0953  NAD 27      -  35 42 03.81300(N)    094 08 45.70300(W) AD(       ) 1
 FH0953
 FH0953.Superseded values are not recommended for survey control.
 FH0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0953.See file dsdata.txt to determine how the superseded data were derived.
 FH0953
 FH0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9630251407(NAD 83)
 FH0953_MARKER: DS = TRIANGULATION STATION DISK
 FH0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0953
 FH0953  HISTORY     - Date     Condition        Report By
 FH0953  HISTORY     - 1935     MONUMENTED       CGS
 FH0953  HISTORY     - 1960     GOOD             CGS
 FH0953  HISTORY     - 1971     GOOD             NGS
 FH0953  HISTORY     - 1990     GOOD             USPSQD
 FH0953
 FH0953                          STATION DESCRIPTION
 FH0953
 FH0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0953'STATION IS ON CARTWRIGHT MOUNTAIN, 7 MILES S OF WINSLOW AND
 FH0953'5 MILES E OF N OF MOUNTAINBURG, IN NE 1/4 SEC. 23, T 12 N, R
 FH0953'30 W, ON LAND OWNED AND OCCUPIED BY MR. LOVELL.  MARK IS SET 21.5
 FH0953'FEET E OF THE NE CORNER OF THE HOUSE, 22.5 FEET SE OF A STONE
 FH0953'WELL, 41 FEET NW OF A LARGE WHITE OAK TREE, 19.5 FEET ENE OF
 FH0953'STONE CHIMNEY AT THE E END OF THE HOUSE.  MARK IS FLUSH.
 FH0953'
 FH0953'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH0953'DISKS SET IN CONCRETE.
 FH0953'
 FH0953'REFERENCE MARK NO.1 IS NE OF THE STATION, 1 FOOT W OF WIRE
 FH0953'AND STONE FENCE LINE, 36 FEET S OF THE FENCE CORNER.  MARK
 FH0953'PROJECTS 8 INCHES.
 FH0953'
 FH0953'REFERENCE MARK NO.2 IS SE OF THE STATION, 1 FOOT W OF THE WIRE
 FH0953'AND STONE FENCE LINE, 33 FEET N OF A LARGE RED OAK TREE AT
 FH0953'FENCE CORNER.  MARK PROJECTS 10 INCHES.
 FH0953'
 FH0953'AZIMUTH MARK IS SW OF THE STATION, 15 FEET S OF THE CENTER
 FH0953'LINE OF THE ROAD AT CURVE.  MARK PROJECTS 6 INCHES.
 FH0953'
 FH0953'TO REACH STATION FROM MOUNTAINBURG, SMALL TOWN ON U.S. HIGHWAY
 FH0953'71 GO N ON U.S. HIGHWAY 71, 5.9 MILES TO TIP TOP TAVERN,
 FH0953'THENCE TURN LEFT UP STEEP GRADE FOR 1.2 MILES TO LOVELL HOUSE
 FH0953'AND STATION.
 FH0953'
 FH0953'NOTE- THE LOOKOUT TOWER AT LOCKE AND THE STATION MARK ON
 FH0953'THE GROUND UNDERNEATH TOWER ARE BOTH VISIBLE FROM THE GROUND
 FH0953'AT LOVELL.
 FH0953'
 FH0953'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 FH0953
 FH0953                          STATION RECOVERY (1960)
 FH0953
 FH0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH0953'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 FH0953'LOVELL HOUSE IS GONE AND ALL THAT REMAINS IS THE FOUNDATION
 FH0953'AND THE ROCK CHIMNEY.  THE STATION MARK IS 5 FEET SOUTH OF THE
 FH0953'SOUTH SIDE OF A LARGE, ROUND, ROCK CISTERN AND IS FLUSH WITH
 FH0953'THE GROUND.
 FH0953'
 FH0953'THE AZIMUTH MARK IS ABOUT 27 FEET NORTHEAST OF THE NORTHEAST
 FH0953'END OF A BOARD GATE LEADING TO A ROCK HOUSE AND 1 FOOT
 FH0953'SOUTHEAST OF A FENCE.
 FH0953'
 FH0953'TO REACH THE STATION FROM MOUNTAINBURG, FROM THE STOP LIGHT,
 FH0953'GO NORTHERLY ON U.S. HIGHWAY 71 FOR 6.0 MILES TO A SIDE ROAD LEFT
 FH0953'JUST AFTER PASSING THE BOSTON MOUNTAIN LODGE ON THE RIGHT, TURN
 FH0953'LEFT AND FOLLOW MAIN ROAD UP MOUNTAIN FOR 1.1 MILES TO FORKS,
 FH0953'CONTINUE STRAIGHT AHEAD ON LEFT FORK FOR 0.1 MILE TO OLD
 FH0953'BUILDING SITE AND STATION AS DESCRIBED.
 FH0953
 FH0953                          STATION RECOVERY (1971)
 FH0953
 FH0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0953'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FH0953'RECOVERED AND FOUND IN GOOD CONDITION.  A TOWER COULD NOT BE ERECTED
 FH0953'OVER THE STATION DUE TO ITS PROXIMITY TO A WATER RESERVOIR.
 FH0953'REFERENCE MARK 1 IS OBSTRUCTED BY THE RESERVOIR AND TREES.  THE
 FH0953'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.  A REFERENCE MARK 3
 FH0953'WAS ESTABLISHED, OCCUPIED AND A TRAVERSE CONNECTION MADE TO THE
 FH0953'MARK.  DUE TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 FH0953'
 FH0953'THE STATION IS ABOUT 7 MILES SOUTH AND 1/2 MILE WEST OF WINSLOW, 5
 FH0953'MILES NORTH AND 1 MILE EAST OF MOUNTAINBURG, IN THE NORTHWEST 1/4 OF
 FH0953'SECTION 23, T.12 N.,R.30-, NEAR THE SUMMIT OF A TREE=COVERED
 FH0953'MOUNTAIN AND ON THE PROPERTY OF W. L. JEFFREY, PHONE NUMBER
 FH0953'369-2345.
 FH0953'
 FH0953'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAINBURG, GO NORTH
 FH0953'ON U. S. HIGHWAY 71 FOR 5.85 MILES TO THE BOSTON MOUNTAIN LODGE ON
 FH0953'THE RIGHT AND A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 FH0953'AND NORTH ON GRAVELED ROAD FOR 0.9 MILE TO THE CREST OF A HILL, A
 FH0953'ROCK HOUSE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON
 FH0953'GRAVELED ROAD FOR 0.2 MILE TO A FORK AND A GATE ON THE LEFT.  TURN
 FH0953'LEFT, PASSING THROUGH GATE AND GO NORTH, UPHILL FOR 0.1 MILE
 FH0953'TO THE TOP OF HILL AND THE STATION.
 FH0953'
 FH0953'STATION MARK IS A STANDARD DISK, STAMPED LOVELL 1935, SET IN THE TOP
 FH0953'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND
 FH0953'SURFACE.  IT IS 5.2 FEET SOUTHEAST OF THE ROCK WATER RESERVOIR.
 FH0953'
 FH0953'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOVELL NO 1 1935, SET IN
 FH0953'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FH0953'ABOVE THE GROUND.
 FH0953'
 FH0953'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOVELL NO 2 1935, SET IN
 FH0953'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 FH0953'ABOVE THE GROUND.  IT IS 70.0 FEET EAST-SOUTHEAST OF THE RESERVOIR.
 FH0953'
 FH0953'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LOVELL NO 3 1935 1971,
 FH0953'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 24 INCHES IN
 FH0953'DIAMETER THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 54.7 FEET
 FH0953'SOUTH OF THE RESERVOIR.
 FH0953'
 FH0953'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED LOVELL 1935
 FH0953'AZIMUTH, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 FH0953'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 63.5 FEET WEST OF A
 FH0953'FENCE CORNER, 31.0 FEET EAST OF THE EAST GATE POST, 22.0 FEET SOUTH
 FH0953'OF THE CENTERLINE OF A GRAVELED ROAD AND 1.6 FEET SOUTH OF A FENCE.
 FH0953'
 FH0953'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 FH0953'MOUNTAINBURG.
 FH0953
 FH0953                          STATION RECOVERY (1990)
 FH0953
 FH0953'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 FH0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0954 ***********************************************************************
 FH0954  DESIGNATION -  LOVELL RM 3
 FH0954  PID         -  FH0954
 FH0954  STATE/COUNTY-  AR/CRAWFORD
 FH0954  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0954
 FH0954                         *CURRENT SURVEY CONTROL
 FH0954  ___________________________________________________________________
 FH0954* NAD 83(1997)-  35 42 03.84059(N)    094 08 46.98406(W)     ADJUSTED  
 FH0954* NAVD 88     -       608.7    (meters)    1997.     (feet)  VERTCON   
 FH0954  ___________________________________________________________________
 FH0954  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 FH0954  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FH0954
 FH0954  HORZ ORDER  -  FIRST
 FH0954
 FH0954.The horizontal coordinates were established by classical geodetic methods
 FH0954.and adjusted by the National Geodetic Survey in September 1999..
 FH0954
 FH0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0954
 FH0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0954
 FH0954.The geoid height was determined by GEOID03.
 FH0954
 FH0954;                    North         East     Units Scale Factor Converg.
 FH0954;SPC AR N     -   153,855.850   205,773.766   MT  0.99993801   -1 14 56.3
 FH0954;SPC AR N     -   504,775.40    675,109.43   sFT  0.99993801   -1 14 56.3
 FH0954;UTM  15      - 3,951,398.733   396,288.347   MT  0.99973254   -0 40 08.5
 FH0954
 FH0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0954!SPC AR N     -   0.99990893  x   0.99993801  =   0.99984695
 FH0954!UTM  15      -   0.99990893  x   0.99973254  =   0.99964150
 FH0954
 FH0954|---------------------------------------------------------------------|
 FH0954| PID    Reference Object                     Distance      Geod. Az  |
 FH0954|                                                           dddmmss.s |
 FH0954| FH0953 LOVELL                               15.808 METERS 05925     |
 FH0954| CI2391 LOVELL RM 2                          27.901 METERS 10847     |
 FH0954| CI2389 LOVELL AZ MK                                       2160354.0 |
 FH0954|---------------------------------------------------------------------|
 FH0954
 FH0954                          SUPERSEDED SURVEY CONTROL
 FH0954
 FH0954  NAD 83(1997)-  35 42 03.85021(N)    094 08 46.98347(W) AD(       ) 1
 FH0954  NAD 83(1986)-  35 42 03.84863(N)    094 08 46.97867(W) AD(       ) 1
 FH0954  NAD 27      -  35 42 03.55208(N)    094 08 46.24436(W) AD(       ) 1
 FH0954  NGVD 29 (07/19/86)  608.6    (m)         1997.     (f) VERT ANG       
 FH0954
 FH0954.Superseded values are not recommended for survey control.
 FH0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0954.See file dsdata.txt to determine how the superseded data were derived.
 FH0954
 FH0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9628851399(NAD 83)
 FH0954_MARKER: DR = REFERENCE MARK DISK
 FH0954_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FH0954_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FH0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0954
 FH0954  HISTORY     - Date     Condition        Report By
 FH0954  HISTORY     - 1971     MONUMENTED       NGS
 FH0954  HISTORY     - 1989     GOOD             USPSQD
 FH0954
 FH0954                          STATION DESCRIPTION
 FH0954
 FH0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0954'THE STATION IS ABOUT 7 MILES SOUTH AND 1/2 MILE WEST OF WINSLOW, 5
 FH0954'MILES NORTH AND 1 MILE EAST OF MOUNTAINBURG, IN THE NORTHEAST 1/4 OF
 FH0954'SECTION 23, T., 12 N., R. 30 W., NEAR THE SUMMIT OF A TREE COVERED
 FH0954'MOUNTAIN AND ON PROPERTY OF W. L. JEFFREY, PHONE NUMBER 369-2345.
 FH0954'
 FH0954'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAINBURG, GO NORTH
 FH0954'ON U. S. HIGHWAY 71 FOR 5.85 MILES TO THE BOSTON MOUNTAIN LODGE ON
 FH0954'THE RIGHT AND A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND
 FH0954'NORTH ON GRAVELED ROAD FOR 0.9 MILE TO THE CREST OF A HILL, A ROCK
 FH0954'HOUSE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON
 FH0954'GRAVELED ROAD FOR 0.2 MILE TO A FORK AND A GATE ON THE LEFT.  TURN
 FH0954'LEFT, PASSING THROUGH GATE AND GO NORTH, UPHILL FOR 0.1 MILE TO
 FH0954'THE TOP OF HILL AND THE STATION.
 FH0954'
 FH0954'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED LOVELL NO 3
 FH0954'1935 1971, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE, 24
 FH0954'INCHES IN DIAMETER, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 FH0954'54.7 FEET SOUTH OF A ROCK WATER RESERVOIR.  THE UNDERGROUND MARK IS
 FH0954'A STANDARD DISK, STAMPED LOVELL NO 3 1935 1971, SET IN AN IRREGULAR
 FH0954'MASS OF CONCRETE 16 INCHES BELOW THE GROUND SURFACE.
 FH0954'
 FH0954'LOVELL 1935 IS A STANDARD DISK, STAMPED LOVELL 1935, SET IN THE TOP
 FH0954'OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND
 FH0954'SURFACE.  IT IS .2 FEET SOUTHEAST OF THE ROCK WATER RESERVOIR.
 FH0954'
 FH0954'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOVELL NO 2 1935, SET IN
 FH0954'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 FH0954'INCHES ABOVE THE GROUND.  IT IS 70.0 FEET EAST-SOUTHEAST OF THE
 FH0954'RESERVOIR.
 FH0954'
 FH0954'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED LOVELL 1935
 FH0954'AZIMUTH, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT
 FH0954'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 63.5 FEET WEST OF A
 FH0954'FENCE CORNER, 31.0 FEET EAST OF THE EAST GATE POST OF A GATE, 22.0
 FH0954'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 1.6 FEET
 FH0954'SOUTH OF A FENCE.  NOTE--, THIS MARK IS NOT VISIBLE FROM THE
 FH0954'GROUND.
 FH0954'
 FH0954'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FH0954
 FH0954                          STATION RECOVERY (1989)
 FH0954
 FH0954'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 FH0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0852 ***********************************************************************
 EK0852  DESIGNATION -  LOVING
 EK0852  PID         -  EK0852
 EK0852  STATE/COUNTY-  AR/SCOTT
 EK0852  USGS QUAD   -  LOVING (1979)
 EK0852
 EK0852                         *CURRENT SURVEY CONTROL
 EK0852  ___________________________________________________________________
 EK0852* NAD 83(1997)-  34 49 26.86845(N)    094 26 12.46359(W)     ADJUSTED  
 EK0852* NAVD 88     -       415.09   (+/-2cm)    1361.8    (feet)  VERTCON   
 EK0852  ___________________________________________________________________
 EK0852  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 EK0852  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 EK0852
 EK0852  HORZ ORDER  -  SECOND
 EK0852  VERT ORDER  -  THIRD ? (See Below)
 EK0852
 EK0852.The horizontal coordinates were established by classical geodetic methods
 EK0852.and adjusted by the National Geodetic Survey in September 1999..
 EK0852
 EK0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0852.The vertical order pertains to the NGVD 29 superseded value.
 EK0852
 EK0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0852
 EK0852.The geoid height was determined by GEOID03.
 EK0852
 EK0852;                    North         East     Units Scale Factor Converg.
 EK0852;SPC AR N     -    57,208.921   177,092.066   MT  1.00002326   -1 25 04.7
 EK0852;SPC AR N     -   187,692.93    581,009.55   sFT  1.00002326   -1 25 04.7
 EK0852;SPC AR S     -   641,951.879   177,092.578   MT  1.00001332   -1 21 49.9
 EK0852;SPC AR S     - 2,106,137.12    581,011.23   sFT  1.00001332   -1 21 49.9
 EK0852;SPC OK S     -   171,117.795   925,887.133   MT  0.99994468   +2 01 21.1
 EK0852;SPC OK S     -   561,408.97  3,037,681.37   sFT  0.99994468   +2 01 21.1
 EK0852;UTM  15      - 3,854,480.972   368,605.303   MT  0.99981279   -0 49 14.2
 EK0852
 EK0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0852!SPC AR N     -   0.99993975  x   1.00002326  =   0.99996301
 EK0852!SPC AR S     -   0.99993975  x   1.00001332  =   0.99995307
 EK0852!SPC OK S     -   0.99993975  x   0.99994468  =   0.99988444
 EK0852!UTM  15      -   0.99993975  x   0.99981279  =   0.99975255
 EK0852
 EK0852:                Primary Azimuth Mark                     Grid Az
 EK0852:SPC AR N     -  POTEAU MTN LOOKOUT TOWER                 021 43 37.7
 EK0852:SPC AR S     -  POTEAU MTN LOOKOUT TOWER                 021 40 22.9
 EK0852:SPC OK S     -  POTEAU MTN LOOKOUT TOWER                 018 17 11.9
 EK0852:UTM  15      -  POTEAU MTN LOOKOUT TOWER                 021 07 47.2
 EK0852
 EK0852|---------------------------------------------------------------------|
 EK0852| PID    Reference Object                     Distance      Geod. Az  |
 EK0852|                                                           dddmmss.s |
 EK0852| EK0849 POTEAU MTN LOOKOUT TOWER            APPROX.16.4 KM 0201833.0 |
 EK0852| CX6689 LOVING RM 1                          19.140 METERS 02145     |
 EK0852| CX6690 LOVING RM 2                          18.685 METERS 33515     |
 EK0852|---------------------------------------------------------------------|
 EK0852
 EK0852                          SUPERSEDED SURVEY CONTROL
 EK0852
 EK0852  NAD 83(1997)-  34 49 26.87263(N)    094 26 12.46256(W) AD(       ) 2
 EK0852  NAD 83(1986)-  34 49 26.87353(N)    094 26 12.45620(W) AD(       ) 2
 EK0852  NAD 27      -  34 49 26.51300(N)    094 26 11.66000(W) AD(       ) 2
 EK0852  NGVD 29 (07/19/86)  414.98   (m)         1361.5    (f) LEVELING    3  
 EK0852
 EK0852.Superseded values are not recommended for survey control.
 EK0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0852.See file dsdata.txt to determine how the superseded data were derived.
 EK0852
 EK0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6860554481(NAD 83)
 EK0852_MARKER: DS = TRIANGULATION STATION DISK
 EK0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0852
 EK0852  HISTORY     - Date     Condition        Report By
 EK0852  HISTORY     - 1952     MONUMENTED       CGS
 EK0852  HISTORY     - 1959     GOOD             CGS
 EK0852
 EK0852                          STATION DESCRIPTION
 EK0852
 EK0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0852'THE STATION IS LOCATED ABOUT 6-1/4 MILES SOUTHWEST OF BATES,
 EK0852'1 MILE EAST OF THE OKLAHOMA AND ARKANSAS STATE LINE.  IT IS
 EK0852'59 FEET SOUTH-SOUTHWEST OF AN 18 INCH OAK TREE WITH A TRIANGLE
 EK0852'BLAZE, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 13 FEET
 EK0852'SOUTHEAST OF A 10 INCH OAK TREE WITH A TRIANGLE BLAZE AND
 EK0852'4 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4
 EK0852'INCHES AND THE DISK IS STAMPED LOVING 1952.
 EK0852'
 EK0852'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTERLINE
 EK0852'OF THE ROAD AND 13 FEET EAST OF AN 18 INCH OAK TREE WITH
 EK0852'A TRIANGLE BLAZE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 EK0852'IS STAMPED LOVING NO 1 1952.
 EK0852'
 EK0852'REFERENCE MARK NO. 2 IS 35.5 FEET WEST OF AN 18 INCH OAK TREE WITH
 EK0852'A TRIANGLE BLAZE, 20 FEET NORTH OF THE CENTERLINE OF THE
 EK0852'ROAD AND 4 FEET EAST OF A 10 INCH OAK TREE.  THE MARK PROJECTS
 EK0852'4 INCHES AND THE DISK IS STAMPED LOVING NO 2 1952.
 EK0852'
 EK0852'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.  NONE WAS
 EK0852'SET.
 EK0852'
 EK0852'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE
 EK0852'HIGHWAY 8 IN MENA, GO NORTHEASTERLY ON HIGHWAY 71 FOR 1.7
 EK0852'MILES TO THE JUNCTION OF HIGHWAY 88, KEEP LEFT ON HIGHWAY
 EK0852'71 FOR 3.75 MILES TO THE JUNCTION OF HIGHWAYS 270 AND 71.
 EK0852'HERE TURN LEFT ON HIGHWAY 270 FOR 6.3 MILES TO THE EAGLETON
 EK0852'POST OFFICE ON THE LEFT.  CONTINUE ON 0.1 MILE TO A SIDE
 EK0852'ROAD RIGHT, TURN RIGHT ON EAGLETON BLACK FORK ROAD FOR 2.9
 EK0852'MILES TO A SIDE ROAD LEFT, TURN LEFT ON THE EAGLETON BLACK
 EK0852'FORK ROAD FOR 2.7 MILES TO FORKS AT SIGN BRIERY CREEK ROAD
 EK0852'LEFT.  KEEP RIGHT ON MAIN ROAD FOR 2.9 MILES TO A
 EK0852'T-INTERSECTION, TURN LEFT FOR 1.95 MILES TO FORKS, KEEP RIGHT
 EK0852'FORK ACROSS BRIDGE FOR 0.6 MILE TO THE FRIENDS BAPTIST CHURCH
 EK0852'ON THE LEFT AND A SIDE ROAD RIGHT.  TURN RIGHT ON THE
 EK0852'WALKER MT. ROAD FOR 7.3 MILES TO A SIDE ROAD RIGHT.
 EK0852'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A REVERSE FORK.
 EK0852'HERE TURN LEFT FOR 1.45 MILES TO TOP OF RIDGE AND CROSS
 EK0852'ROADS (AND SIGN BATES 6 MILE).  TURN LEFT ALONG THE TOP OF
 EK0852'RIDGE FOR 2.8 MILES TO A TRIANGLE BLAZED TREE ON THE
 EK0852'RIGHT AND THE STATION ON THE LEFT.
 EK0852'
 EK0852'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EK0852
 EK0852                          STATION RECOVERY (1959)
 EK0852
 EK0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0852'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0852'CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 EK0852'
 EK0852'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM MENA IS
 EK0852'ADEQUATE.  FOLLOWING IS A DESCRIPTION TO REACH THE STATION
 EK0852'FROM BATES.
 EK0852'
 EK0852'TO REACH FROM BATES, FROM A T-INTERSECTION IN THE EAST EDGE
 EK0852'OF TOWN, GO SOUTH (CROSSING TWO BRIDGES) FOR 2.3 MILES TO A
 EK0852'T-INTERSECTION, TURN RIGHT AND GO WEST FOR 0.25 MILE TO
 EK0852'FORKS, TAKE LEFT FORK ON THE WALKER MOUNTAIN ROAD FOR 4.0
 EK0852'MILES TO CROSSROADS, TURN RIGHT AND GO SOUTHWEST AND WEST
 EK0852'ON ROAD NO. 89 FOR 2.8 MILES TO STATION ON LEFT AS DESCRIBED
 EK0852'IN 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0236 ***********************************************************************
 EJ0236  DESIGNATION -  LOW
 EJ0236  PID         -  EJ0236
 EJ0236  STATE/COUNTY-  AR/PULASKI
 EJ0236  USGS QUAD   -  MAYFLOWER (1987)
 EJ0236
 EJ0236                         *CURRENT SURVEY CONTROL
 EJ0236  ___________________________________________________________________
 EJ0236* NAD 83(1986)-  34 55 48.     (N)    092 29 13.     (W)     SCALED    
 EJ0236* NAVD 88     -        84.223  (meters)     276.32   (feet)  ADJUSTED  
 EJ0236  ___________________________________________________________________
 EJ0236  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EJ0236  DYNAMIC HT  -          84.144 (meters)     276.06  (feet)  COMP
 EJ0236  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 EJ0236
 EJ0236  VERT ORDER  -  SECOND    CLASS 0
 EJ0236
 EJ0236.The horizontal coordinates were scaled from a topographic map and have
 EJ0236.an estimated accuracy of +/- 6 seconds.
 EJ0236
 EJ0236.The orthometric height was determined by differential leveling
 EJ0236.and adjusted by the National Geodetic Survey in June 1991..
 EJ0236
 EJ0236.The geoid height was determined by GEOID03.
 EJ0236
 EJ0236.The dynamic height is computed by dividing the NAVD 88
 EJ0236.geopotential number by the normal gravity value computed on the
 EJ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0236.degrees latitude (g = 980.6199 gals.).
 EJ0236
 EJ0236.The modeled gravity was interpolated from observed gravity values.
 EJ0236
 EJ0236;                    North         East    Units  Estimated Accuracy
 EJ0236;SPC AR S     -   651,150.      355,510.      MT  (+/- 180 meters Scaled)
 EJ0236
 EJ0236                          SUPERSEDED SURVEY CONTROL
 EJ0236
 EJ0236  NGVD 29 (??/??/92)   84.266  (m)          276.46   (f) ADJ UNCH    2 0
 EJ0236
 EJ0236.Superseded values are not recommended for survey control.
 EJ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0236.See file dsdata.txt to determine how the superseded data were derived.
 EJ0236
 EJ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU468654(NAD 83)
 EJ0236_MARKER: DB = BENCH MARK DISK
 EJ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0236_STAMPING: LOW 1934
 EJ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0236+STABILITY: SURFACE MOTION
 EJ0236
 EJ0236  HISTORY     - Date     Condition        Report By
 EJ0236  HISTORY     - 1934     MONUMENTED       CGS
 EJ0236
 EJ0236                          STATION DESCRIPTION
 EJ0236
 EJ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0236'2.4 MI N FROM ROLAND.
 EJ0236'2.4 MILES NORTH OF, ALONG C.R.I. AND P. RY. FROM STATION ABOUT 150
 EJ0236'FEET SOUTH OF R.R. CULVERT.  86.1 FEET WEST OF TELEPHONE POLE MARKED
 EJ0236'NO. 161+30.  39.4 FEET WEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EJ0236'PACIFIC R.R.  18.7 FEET EAST OF CENTERLINE OF COUNTY ROAD.  9.1 FT.
 EJ0236'EAST OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE
 EJ0236'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0610 ***********************************************************************
 GG0610  DESIGNATION -  LOWELL
 GG0610  PID         -  GG0610
 GG0610  STATE/COUNTY-  AR/BENTON
 GG0610  USGS QUAD   -  SONORA (1994)
 GG0610
 GG0610                         *CURRENT SURVEY CONTROL
 GG0610  ___________________________________________________________________
 GG0610* NAD 83(1997)-  36 14 50.11634(N)    094 06 54.01439(W)     ADJUSTED  
 GG0610* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GG0610  ___________________________________________________________________
 GG0610  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GG0610  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GG0610
 GG0610  HORZ ORDER  -  THIRD
 GG0610
 GG0610.The horizontal coordinates were established by classical geodetic methods
 GG0610.and adjusted by the National Geodetic Survey in September 1999..
 GG0610
 GG0610.The orthometric height was scaled from a topographic map.
 GG0610
 GG0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0610
 GG0610.The geoid height was determined by GEOID03.
 GG0610
 GG0610;                    North         East     Units Scale Factor Converg.
 GG0610;SPC AR N     -   214,382.350   209,914.578   MT  1.00000278   -1 13 50.6
 GG0610;SPC AR N     -   703,352.76    688,694.74   sFT  1.00000278   -1 13 50.6
 GG0610;UTM  15      - 4,011,949.561   399,820.052   MT  0.99972365   -0 39 33.6
 GG0610
 GG0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0610!SPC AR N     -   0.99993988  x   1.00000278  =   0.99994266
 GG0610!UTM  15      -   0.99993988  x   0.99972365  =   0.99966355
 GG0610
 GG0610|---------------------------------------------------------------------|
 GG0610| PID    Reference Object                     Distance      Geod. Az  |
 GG0610|                                                           dddmmss.s |
 GG0610| CI2393 LOWELL RM 1                          34.979 METERS 01612     |
 GG0610| CI2392 LOWELL AZ MK                                       0371832.6 |
 GG0610| GG0649 SPRINGDALE MUNICIPAL TANK           APPROX. 6.8 KM 1901118.3 |
 GG0610| CI2394 LOWELL RM 2                          29.563 METERS 24341     |
 GG0610| GG0600 LOWELL STEELE CANNING CO TANK       APPROX. 1.7 KM 2973105.3 |
 GG0610|---------------------------------------------------------------------|
 GG0610
 GG0610                          SUPERSEDED SURVEY CONTROL
 GG0610
 GG0610  NAD 83(1997)-  36 14 50.12803(N)    094 06 54.01520(W) AD(       ) 3
 GG0610  NAD 83(1986)-  36 14 50.12747(N)    094 06 54.01440(W) AD(       ) 3
 GG0610  NAD 27      -  36 14 49.85010(N)    094 06 53.28880(W) AD(       ) 3
 GG0610
 GG0610.Superseded values are not recommended for survey control.
 GG0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0610.See file dsdata.txt to determine how the superseded data were derived.
 GG0610
 GG0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9982011950(NAD 83)
 GG0610_MARKER: DS = TRIANGULATION STATION DISK
 GG0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0610
 GG0610  HISTORY     - Date     Condition        Report By
 GG0610  HISTORY     - 1961     MONUMENTED       CGS
 GG0610  HISTORY     - 1989     GOOD             USPSQD
 GG0610  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 GG0610
 GG0610                          STATION DESCRIPTION
 GG0610
 GG0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0610'ABOUT 1 MILE SOUTHEAST OF LOWELL, IN THE NORTHWEST 1/4 OF
 GG0610'SEC. 7, T. 18 N., R. 29 W., AND ON THE PROPERTY OF MR. LEE
 GG0610'BAKER.  IT IS 98 FEET EAST OF THE SOUTHEAST CORNER OF A
 GG0610'METAL BARN, 49 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 GG0610'A LONG HOG SHED, 39 FEET NORTH OF THE NORTH SIDE OF THE SHED AND
 GG0610'32 FEET WEST OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT
 GG0610'IS FLUSH AND THE DISK IS STAMPED LOWELL 1961.
 GG0610'
 GG0610'TO REACH FROM THE POST OFFICE IN LOWELL, GO NORTHERLY ALONG THE
 GG0610'EAST SIDE OF A RAILROAD FOR 0.1 MILE TO A CROSS STREET.  TURN
 GG0610'RIGHT AND GO EAST ON A SURFACED ROAD FOR 0.8 MILE TO A T-ROAD.
 GG0610'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.35 MILE TO
 GG0610'A SIDE ROAD LEFT.* CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.4
 GG0610'MILE TO THE HOME OF MR. BAKER ON THE LEFT AND THE STATION.
 GG0610'
 GG0610'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON A GRAVELED
 GG0610'ROAD FOR 0.6 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON A
 GG0610'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GG0610'
 GG0610'REFERENCE MARK 1 IS 8 FEET SOUTH OF THE CENTERLINE OF A FARM
 GG0610'ROAD AND 1 FOOT SOUTHWEST OF THE SOUTH GATE POST.  THE MONUMENT
 GG0610'IS FLUSH AND THE DISK IS STAMPED LOWELL NO 1 1961.
 GG0610'
 GG0610'REFERENCE MARK 2 IS 117 FEET WEST OF THE NORTHEAST CORNER
 GG0610'OF THE HOG SHED, 48 FEET SOUTH OF THE SOUTHEAST CORNER OF
 GG0610'THE METAL BARN AND 6 INCHES NORTH OF THE NORTH SIDE OF THE
 GG0610'HOG SHED.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GG0610'LOWELL NO 2 1961.
 GG0610'
 GG0610'THE AZIMUTH MARK IS 42 FEET NORTH OF A FENCE CORNER, 15
 GG0610'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 5 FEET WEST
 GG0610'OF A WIRE FENCE, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT
 GG0610'SOUTH OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 8 INCHES
 GG0610'AND THE DISK IS STAMPED LOWELL 1961.
 GG0610'
 GG0610'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GG0610
 GG0610                          STATION RECOVERY (1989)
 GG0610
 GG0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0610'RECOVERED IN GOOD CONDITION.
 GG0610
 GG0610                          STATION RECOVERY (1999)
 GG0610
 GG0610'RECOVERY NOTE BY US POWER SQUADRON 1999
 GG0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0600 ***********************************************************************
 GG0600  DESIGNATION -  LOWELL STEELE CANNING CO TANK
 GG0600  PID         -  GG0600
 GG0600  STATE/COUNTY-  AR/BENTON
 GG0600  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0600
 GG0600                         *CURRENT SURVEY CONTROL
 GG0600  ___________________________________________________________________
 GG0600* NAD 83(1997)-  36 15 15.14378(N)    094 07 53.33757(W)     ADJUSTED  
 GG0600* NAVD 88     -                                                        
 GG0600  ___________________________________________________________________
 GG0600  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 GG0600  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GG0600
 GG0600  HORZ ORDER  -  THIRD
 GG0600
 GG0600.The horizontal coordinates were established by classical geodetic methods
 GG0600.and adjusted by the National Geodetic Survey in September 1999..
 GG0600
 GG0600
 GG0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0600
 GG0600.The geoid height was determined by GEOID03.
 GG0600
 GG0600;                    North         East     Units Scale Factor Converg.
 GG0600;SPC AR N     -   215,185.535   208,450.491   MT  1.00000419   -1 14 25.1
 GG0600;SPC AR N     -   705,987.88    683,891.32   sFT  1.00000419   -1 14 25.1
 GG0600;UTM  15      - 4,012,737.890   398,348.439   MT  0.99972731   -0 40 09.1
 GG0600
 GG0600                          SUPERSEDED SURVEY CONTROL
 GG0600
 GG0600  NAD 83(1997)-  36 15 15.15534(N)    094 07 53.33873(W) AD(       ) 4
 GG0600  NAD 83(1997)-  36 15 15.15550(N)    094 07 53.33863(W) AD(       ) 4
 GG0600  NAD 83(1986)-  36 15 15.15506(N)    094 07 53.33781(W) AD(       ) 4
 GG0600  NAD 27      -  36 15 14.87800(N)    094 07 52.61100(W) AD(       ) 3
 GG0600
 GG0600.Superseded values are not recommended for survey control.
 GG0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0600.See file dsdata.txt to determine how the superseded data were derived.
 GG0600
 GG0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9834812738(NAD 83)
 GG0600_MARKER: 53 = ELEVATED TANK
 GG0600
 GG0600  HISTORY     - Date     Condition        Report By
 GG0600  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0600  HISTORY     - 1988     GOOD             USPSQD
 GG0600
 GG0600                          STATION DESCRIPTION
 GG0600
 GG0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0600'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN
 GG0600'THE WEST EDGE OF LOWELL.  IT IS A FOUR LEGGED STEEL STRUCTURE
 GG0600'PAINTED SILVER.  THE OVERALL HEIGHT IS 128 FEET.  IT IS
 GG0600'OWNED BY THE STEELE CANNING CO., OF SPRINGDALE.
 GG0600
 GG0600                          STATION RECOVERY (1988)
 GG0600
 GG0600'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0790 ***********************************************************************
 GF0790  DESIGNATION -  LOWRY
 GF0790  PID         -  GF0790
 GF0790  STATE/COUNTY-  AR/BOONE
 GF0790  USGS QUAD   -  OMAHA NE (1966)
 GF0790
 GF0790                         *CURRENT SURVEY CONTROL
 GF0790  ___________________________________________________________________
 GF0790* NAD 83(1997)-  36 29 41.62331(N)    093 06 02.24966(W)     ADJUSTED  
 GF0790* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 GF0790  ___________________________________________________________________
 GF0790  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GF0790  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GF0790
 GF0790  HORZ ORDER  -  THIRD
 GF0790
 GF0790.The horizontal coordinates were established by classical geodetic methods
 GF0790.and adjusted by the National Geodetic Survey in September 1999..
 GF0790
 GF0790.The orthometric height was scaled from a topographic map.
 GF0790
 GF0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0790
 GF0790.The geoid height was determined by GEOID03.
 GF0790
 GF0790;                    North         East     Units Scale Factor Converg.
 GF0790;SPC AR N     -   240,372.455   301,383.253   MT  1.00006218   -0 38 25.6
 GF0790;SPC AR N     -   788,621.96    988,788.22   sFT  1.00006218   -0 38 25.6
 GF0790;SPC MO C     -    73,571.136   446,189.118   MT  0.99996900   -0 21 26.0
 GF0790;UTM  15      - 4,038,846.563   490,987.917   MT  0.99960100   -0 03 35.4
 GF0790
 GF0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0790!SPC AR N     -   0.99994184  x   1.00006218  =   1.00000402
 GF0790!SPC MO C     -   0.99994184  x   0.99996900  =   0.99991085
 GF0790!UTM  15      -   0.99994184  x   0.99960100  =   0.99954287
 GF0790
 GF0790|---------------------------------------------------------------------|
 GF0790| PID    Reference Object                     Distance      Geod. Az  |
 GF0790|                                                           dddmmss.s |
 GF0790| CI2398 LOWRY RM 1                            8.297 METERS 10355     |
 GF0790| GF0791 BERGMAN                             APPROX.14.4 KM 1540557.8 |
 GF0790| CI2399 LOWRY RM 2                            7.074 METERS 21016     |
 GF0790|---------------------------------------------------------------------|
 GF0790
 GF0790                          SUPERSEDED SURVEY CONTROL
 GF0790
 GF0790  NAD 83(1997)-  36 29 41.62830(N)    093 06 02.25104(W) AD(       ) 3
 GF0790  NAD 83(1986)-  36 29 41.63409(N)    093 06 02.24702(W) AD(       ) 3
 GF0790  NAD 27      -  36 29 41.40200(N)    093 06 01.60800(W) AD(       ) 3
 GF0790
 GF0790.Superseded values are not recommended for survey control.
 GF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0790.See file dsdata.txt to determine how the superseded data were derived.
 GF0790
 GF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9098838847(NAD 83)
 GF0790_MARKER: DS = TRIANGULATION STATION DISK
 GF0790_SETTING: 0 = UNSPECIFIED SETTING
 GF0790
 GF0790  HISTORY     - Date     Condition        Report By
 GF0790  HISTORY     - 1954     MONUMENTED       CGS
 GF0790  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GF0790
 GF0790                          STATION DESCRIPTION
 GF0790
 GF0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0790'THE STATION IS IN SEC. 3, T 21 N, R 20 W, ABOUT 6 MILES NORTHWEST
 GF0790'OF OMAHA, 4 MILES NORTHEAST OF LOWRY, 1/4 MILE SOUTH OF THE
 GF0790'MISSOURI-ARKANSAS STATE LINE, 12 FEET SOUTH OF A 12-INCH
 GF0790'TRIANGULAR BLAZED OAK TREE AND ON THE WESTERN EDGE OF A
 GF0790'TIMBERED HILL.
 GF0790'
 GF0790'TO REACH THE STATION FROM THE POST OFFICE IN OMAHA, GO NORTH
 GF0790'ON U.S. HIGHWAY 65 FOR 0.25 MILE TO THE JUNCTION WITH STATE
 GF0790'HIGHWAY 14, TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 14 FOR
 GF0790'5.4 MILES TO A SIDE ROAD ON THE LEFT AND A SIGN SILVER CREEK
 GF0790'RANCH, TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.95
 GF0790'MILE TO A CATTLE GUARD, CONTINUE ON THE ROAD FOR 0.6 MILE
 GF0790'TO A CATTLE GUARD, CONTINUE ON THE ROAD FOR 0.65 MILE TO A
 GF0790'SMALL TRIANGULAR BLAZED TREE ON THE LEFT AND A 10-INCH
 GF0790'TRIANGULAR BLAZED OAK TREE WITH A SIGN NO HUNTING, TURN
 GF0790'LEFT AND FOLLOW BLAZED TRAIL OR PICK WAY NORTHEASTERLY FOR
 GF0790'ABOUT 1/4 MILE TO TOP OF HILL AND STATION MARK AS
 GF0790'DESCRIBED.
 GF0790'
 GF0790'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0790'LOWRY 1953.
 GF0790'
 GF0790'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GF0790'LOWRY NO 1 1953.
 GF0790'
 GF0790'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GF0790'LOWRY NO 2 1953.
 GF0790'
 GF0790'THE STATION MARK AND BOTH REFERENCE MARKS ARE STANDARD DISKS
 GF0790'WELDED TO THE TOPS OF THREE FOOT SECTIONS OF 3-INCH CAST IRON
 GF0790'SOIL PIPE.
 GF0790'
 GF0790'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 GF0790'
 GF0790'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0790
 GF0790                          STATION RECOVERY (1967)
 GF0790
 GF0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GF0790'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 GF0790'GOOD CONDITION.  THE STATION WAS REPORTED NOT FOUND BY THE
 GF0790'USGS IN 1966.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GF0790'
 GF0790'THE STATION IS LOCATED IN SEC. 3, T 21 N, R 20 W, ABOUT 6 MILES
 GF0790'NORTHEST OF OMAHA, 4 MILES NORTHWEST OF LOWRY, 1/4 MILE SOUTH
 GF0790'OF THE MISSOURI-ARKANSAS STATE LINE AND ON THE EASTERN EDGE OF
 GF0790'A TIMBERED RIDGE.
 GF0790'
 GF0790'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY 14
 GF0790'IN THE NORTH EDGE OF OMAHA, GO EAST ON STATE HIGHWAY 14 FOR 3.85
 GF0790'MILES TO THE NEW HOPE BAPTIST CHURCH ON THE RIGHT.  CONTINUE AHEAD
 GF0790'AND GO EAST ON THE HIGHWAY FOR 1.3 MILES TO A GATE AND WOODS
 GF0790'ROAD ON THE LEFT.  TURN LEFT, PASS THROUGH GATE AND GO NORTH
 GF0790'ON WOODS ROAD FOR 0.5 MILE TO A STOCK POND ON THE LEFT.
 GF0790'CONTINUE AHEAD AND GO NORTH ON THE WOODS ROAD FOR 0.75 MILE
 GF0790'TO A FORK.  TAKE THE LEFT FORK AND FOLLOW WOODS ROAD NORTH
 GF0790'ALONG SIDE OF MOUNTAIN FOR 0.65 MILE TO A FORK.  TAKE THE
 GF0790'RIGHT FORK AND FOLLOW WOODS ROAD FOR 0.25 MILE TO THE NORTH
 GF0790'SIDE OF A CLEARED AREA AND WHERE ROAD STARTS AROUND MOUNTAIN
 GF0790'SIDE.  FROM HERE PACK NORTH UP HILL FOR ABOUT 1/4 MILE TO THE
 GF0790'TOP OF RIDGE AND STATION ON THE EASTERN EDGE.
 GF0790'
 GF0790'STATION MARK IS A STANDARD DISK, STAMPED LOWRY 1954, WELDED
 GF0790'TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 3 INCHES.  IT
 GF0790'IS ABOUT 150 FEET EAST AND ABOUT 2 FEET LOWER THAN THE HIGHEST
 GF0790'POINT OF THE RIDGE, 9 FEET EAST OF A 14 INCH HICKORY TREE WITH
 GF0790'A WITNESS SIGN NAILED TO THE SOUTHEAST SIDE.
 GF0790'
 GF0790'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOWRY NO 1 1954,
 GF0790'WELDED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.
 GF0790'IT IS EAST OF THE STATION MARK, 9 FEET WEST OF AN 8 INCH HICKORY
 GF0790'TREE WITH A WITNESS SIGN NAILED TO THE WEST SIDE AND ABOUT THE
 GF0790'SAME ELEVATION AS THE STATION.
 GF0790'
 GF0790'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOWRY NO 2 1954,
 GF0790'WELDED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.
 GF0790'IT IS SOUTHEAST OF THE STATION MARK, 3 FEET WEST OF A 6 INCH
 GF0790'HICKORY TREE WITH A WITNESS SIGN NAILED TO THE WEST SIDE OF
 GF0790'THE TREE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GF0790'
 GF0790'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0820 ***********************************************************************
 GF0820  DESIGNATION -  LUCKIE
 GF0820  PID         -  GF0820
 GF0820  STATE/COUNTY-  AR/MADISON
 GF0820  USGS QUAD   -  OSAGE SW (1975)
 GF0820
 GF0820                         *CURRENT SURVEY CONTROL
 GF0820  ___________________________________________________________________
 GF0820* NAD 83(1997)-  36 04 07.98931(N)    093 27 52.96985(W)     ADJUSTED  
 GF0820* NAVD 88     -       671.0    (meters)    2201.     (feet)  VERTCON   
 GF0820  ___________________________________________________________________
 GF0820  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 GF0820  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GF0820
 GF0820  HORZ ORDER  -  FIRST
 GF0820
 GF0820.The horizontal coordinates were established by classical geodetic methods
 GF0820.and adjusted by the National Geodetic Survey in September 1999..
 GF0820
 GF0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0820
 GF0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0820
 GF0820.The geoid height was determined by GEOID03.
 GF0820
 GF0820;                    North         East     Units Scale Factor Converg.
 GF0820;SPC AR N     -   193,530.260   268,059.557   MT  0.99997163   -0 51 08.3
 GF0820;SPC AR N     -   634,940.53    879,458.73   sFT  0.99997163   -0 51 08.3
 GF0820;UTM  15      - 3,991,688.870   458,152.759   MT  0.99962158   -0 16 25.0
 GF0820
 GF0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0820!SPC AR N     -   0.99989907  x   0.99997163  =   0.99987071
 GF0820!UTM  15      -   0.99989907  x   0.99962158  =   0.99952069
 GF0820
 GF0820|---------------------------------------------------------------------|
 GF0820| PID    Reference Object                     Distance      Geod. Az  |
 GF0820|                                                           dddmmss.s |
 GF0820| CI2401 LUCKIE RM 1                          21.865 METERS 08856     |
 GF0820| GF0817 COMPTON LOT                         APPROX. 8.5 KM 1014508.1 |
 GF0820| CI2402 LUCKIE RM 2                          21.710 METERS 17122     |
 GF0820| CI2400 LUCKIE AZ MK                                       2562933.3 |
 GF0820| GF0841 METALTON ATT MICROWAVE              APPROX.22.4 KM 3481128.8 |
 GF0820|---------------------------------------------------------------------|
 GF0820
 GF0820                          SUPERSEDED SURVEY CONTROL
 GF0820
 GF0820  NAD 83(1997)-  36 04 08.00053(N)    093 27 52.97070(W) AD(       ) 1
 GF0820  NAD 83(1986)-  36 04 08.00007(N)    093 27 52.97386(W) AD(       ) 1
 GF0820  NAD 27      -  36 04 07.72785(N)    093 27 52.30727(W) AD(       ) 1
 GF0820  NGVD 29 (07/19/86)  670.9    (m)         2201.     (f) VERT ANG       
 GF0820
 GF0820.Superseded values are not recommended for survey control.
 GF0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0820.See file dsdata.txt to determine how the superseded data were derived.
 GF0820
 GF0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5815391689(NAD 83)
 GF0820_MARKER: DS = TRIANGULATION STATION DISK
 GF0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0820
 GF0820  HISTORY     - Date     Condition        Report By
 GF0820  HISTORY     - 1971     MONUMENTED       NGS
 GF0820
 GF0820                          STATION DESCRIPTION
 GF0820
 GF0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0820'THE STATION IS ABOUT 15 MILES EAST AND 1 MILE SOUTH OF HUNTSVILLE, 6
 GF0820'MILES NORTH AND 4 MILES WEST OF BOXLEY, 2-3/4 MILES EAST AND 1 MILE
 GF0820'NORTH OF KINGSTON, IN THE NORTHEAST 1/4 OF SECTION 12, T. 16 N., R.
 GF0820'24 W., ON PROPERTY OF RUSSELL LUCKIE, PERMISSION WAS GRANTED BY
 GF0820'FRANKLIN LUCKIE RUSSELL LUCKIES SON, WHO OWNS THE VALLEY CAFE AND
 GF0820'LIVES ABOVE THE CAFE IN KINGSTON.
 GF0820'
 GF0820'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO NORTH FOR
 GF0820'1 BLOCK.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.8 MILE TO A
 GF0820'FORK.  TAKE THE RIGHT FORK AND CONTINUE EAST ON GRAVELED ROAD FOR
 GF0820'1.35 MILES TO A SIDE ROAD LEFT.* CONTINUE EASTERLY ON GRAVELED
 GF0820'ROAD FOR 1.7 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND
 GF0820'WEST ON GRADED ROAD FOR 0.9 MILE TO A GRADED ROAD ON THE LEFT.
 GF0820'TURN LEFT AND GO SOUTHEAST ON GRADED ROAD FOR ABOUT 100 FEET TO A
 GF0820'FORK.  TAKE THE LEFT FORK AND GO EAST, UPHILL FOR 0.1 MILE TO THE
 GF0820'TOP OF HILL AND THE STATION.
 GF0820'
 GF0820'STATION MARKS ARE STANDARD DISKS, STAMPED LUCKIE 1971.  THE SURFACE
 GF0820'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 GF0820'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64.0 FEET NORTH OF
 GF0820'THE CENTER OF A GRADED ROAD AND 5.0 FEET EAST OF A WITNESS POST.
 GF0820'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 GF0820'INCHES BELOW THE GROUND SURFACE.
 GF0820'
 GF0820'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LUCKIE NO 1 1971, SET
 GF0820'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 GF0820'WITH THE GROUND SURFACE.  IT IS 76.5 FEET EAST OF THE WITNESS POST,
 GF0820'30.0 FEET NORTH OF THE CENTER OF THE GRADED ROAD AND ABOUT 1 FOOT
 GF0820'LOWER THAN THE STATION.
 GF0820'
 GF0820'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LUCKIE NO 2 1971, SET
 GF0820'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 GF0820'WITH THE GROUND SURFACE.  IT IS 74.2 FEET SOUTH OF THE WITNESS
 GF0820'POST, 7.0 FEET SOUTH OF THE CENTER OF THE GRADED ROAD AND ABOUT 3
 GF0820'FEET LOWER THAN THE STATION.
 GF0820'
 GF0820'AZIMUTH MARK IS A STANDARD DISK, STAMPED LUCKIE 1971, CEMENTED IN A
 GF0820'DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND SURFACE.
 GF0820'IT IS 36.0 FEET EAST OF A FENCE AND 20.0 FEET EAST OF THE CENTER OF
 GF0820'A TRACK ROAD.
 GF0820'
 GF0820'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO NORTH
 GF0820'ON TRACK ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 GF0820'
 GF0820'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 GF0820'
 GF0820'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1815 ***********************************************************************
 FG1815  DESIGNATION -  LUDWIG
 FG1815  PID         -  FG1815
 FG1815  STATE/COUNTY-  AR/JOHNSON
 FG1815  USGS QUAD   -  LUDWIG (1980)
 FG1815
 FG1815                         *CURRENT SURVEY CONTROL
 FG1815  ___________________________________________________________________
 FG1815* NAD 83(1997)-  35 30 40.82792(N)    093 25 27.46131(W)     ADJUSTED  
 FG1815* NAVD 88     -       231.0    (meters)     758.     (feet)  VERTCON   
 FG1815  ___________________________________________________________________
 FG1815  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 FG1815  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FG1815
 FG1815  HORZ ORDER  -  SECOND
 FG1815
 FG1815.The horizontal coordinates were established by classical geodetic methods
 FG1815.and adjusted by the National Geodetic Survey in September 1999..
 FG1815
 FG1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1815
 FG1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1815
 FG1815.The geoid height was determined by GEOID03.
 FG1815
 FG1815;                    North         East     Units Scale Factor Converg.
 FG1815;SPC AR N     -   131,624.187   270,805.445   MT  0.99993674   -0 49 43.7
 FG1815;SPC AR N     -   431,837.02    888,467.53   sFT  0.99993674   -0 49 43.7
 FG1815;UTM  15      - 3,929,833.997   461,524.683   MT  0.99961824   -0 14 47.3
 FG1815
 FG1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1815!SPC AR N     -   0.99996828  x   0.99993674  =   0.99990502
 FG1815!UTM  15      -   0.99996828  x   0.99961824  =   0.99958653
 FG1815
 FG1815|---------------------------------------------------------------------|
 FG1815| PID    Reference Object                     Distance      Geod. Az  |
 FG1815|                                                           dddmmss.s |
 FG1815| CI2404 LUDWIG RM 1                          23.384 METERS 00122     |
 FG1815| CI2403 LUDWIG AZ MK                                       0900556.6 |
 FG1815| CI2405 LUDWIG RM 2                          15.954 METERS 09431     |
 FG1815| FG1814 LUDWIG A POINT                       23.805 METERS 13145     |
 FG1815|---------------------------------------------------------------------|
 FG1815
 FG1815                          SUPERSEDED SURVEY CONTROL
 FG1815
 FG1815  NAD 83(1997)-  35 30 40.83896(N)    093 25 27.46184(W) AD(       ) 2
 FG1815  NAD 83(1986)-  35 30 40.83694(N)    093 25 27.46177(W) AD(       ) 2
 FG1815  NAD 27      -  35 30 40.53094(N)    093 25 26.80012(W) AD(       ) 2
 FG1815  NGVD 29 (07/19/86)  231.0    (m)          758.     (f) VERT ANG       
 FG1815
 FG1815.Superseded values are not recommended for survey control.
 FG1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1815.See file dsdata.txt to determine how the superseded data were derived.
 FG1815
 FG1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6152529834(NAD 83)
 FG1815_MARKER: DS = TRIANGULATION STATION DISK
 FG1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1815
 FG1815  HISTORY     - Date     Condition        Report By
 FG1815  HISTORY     - 1971     MONUMENTED       NGS
 FG1815
 FG1815                          STATION DESCRIPTION
 FG1815
 FG1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1815'THE STATION IS ABOUT 5 MILES NORTH AND 2 MILES WEST OF LAMAR, 3 MILES
 FG1815'NORTH AND 2-1/2 MILES EAST OF CLARKSVILLE AND 1/4 MILE EAST OF
 FG1815'LUDWIG, IN THE NORTHEAST 1/4 OF SEC. 22, T 10 N. R. 23 W., ON THE
 FG1815'SOUTH SIDE OF STATE HIGHWAY 292 AND ON ROAD RIGHT-OF-WAY PROPERTY.
 FG1815'
 FG1815'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 292,
 FG1815'IN THE VILLAGE OF LUDWIG, GO EAST ON STATE HIGHWAY 292 FOR 0.25 MILE
 FG1815'TO A FENCE CORNER AND THE STATION ON THE RIGHT.
 FG1815'
 FG1815'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 292
 FG1815'FOR 0.4 MILE TO THE MARK ON THE LEFT.
 FG1815'
 FG1815'STATION MARK IS A STANDARD DISK, STAMPED LUDWIG 1971, SET IN THE TOP
 FG1815'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 FG1815'GROUND SURFACE.  IT IS 38.0 FEET SOUTH OF THE CENTERLINE OF STATE
 FG1815'HIGHWAY 292, 8.5 FEET EAST-NORTHEAST OF A FENCE CORNER POST, 7.3
 FG1815'FEET SOUTH OF A TELEPHONE LINE POLE, 3.5 FEET NORTH OF A FENCE AND
 FG1815'2.7 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND MARK IS SET
 FG1815'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 FG1815'SURFACE, STAMPED LUDWIG 1971.
 FG1815'
 FG1815'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LUDWIG NO 1 1971, SET
 FG1815'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1815'WITH THE GROUND SURFACE.  IT IS 39.0 FEET NORTH OF THE CENTERLINE
 FG1815'OF STATE HIGHWAY 292, 7.6 FEET EAST OF A T-FENCE JUNCTION, 1.7 FEET
 FG1815'SOUTH OF A FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1815'
 FG1815'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LUDWIG NO 2 1971, SET IN
 FG1815'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1815'WITH THE GROUND SURFACE.  IT IS 55.0 FEET EAST-SOUTHEAST OF THE
 FG1815'TELEPHONE LINE POLE, 40.0 FEET SOUTH OF THE CENTERLINE OF STATE
 FG1815'HIGHWAY 292, 1.0 FOOT NORTH OF THE FENCE AND ABOUT 2 FEET LOWER
 FG1815'THAN THE STATION.
 FG1815'
 FG1815'AZIMUTH MARK IS A STANDARD DISK, STAMPED LUDWIG 1971, SET IN THE TOP
 FG1815'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1 INCH
 FG1815'ABOVE THE GROUND.  IT IS 41.0 FEET NORTH OF THE CENTERLINE OF STATE
 FG1815'HIGHWAY 292, 8.0 FEET SOUTH OF POWER LINE POLE NUMBER 23 C 13, 2.7
 FG1815'FEET WEST OF A WITNESS POST AND 1.4 FEET SOUTH OF A FENCE.
 FG1815'
 FG1815'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0237 ***********************************************************************
 EJ0237  DESIGNATION -  LUM
 EJ0237  PID         -  EJ0237
 EJ0237  STATE/COUNTY-  AR/PULASKI
 EJ0237  USGS QUAD   -  MAYFLOWER (1987)
 EJ0237
 EJ0237                         *CURRENT SURVEY CONTROL
 EJ0237  ___________________________________________________________________
 EJ0237* NAD 83(1986)-  34 55 25.     (N)    092 28 57.     (W)     SCALED    
 EJ0237* NAVD 88     -        85.958  (meters)     282.01   (feet)  ADJUSTED  
 EJ0237  ___________________________________________________________________
 EJ0237  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EJ0237  DYNAMIC HT  -          85.877 (meters)     281.75  (feet)  COMP
 EJ0237  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 EJ0237
 EJ0237  VERT ORDER  -  SECOND    CLASS 0
 EJ0237
 EJ0237.The horizontal coordinates were scaled from a topographic map and have
 EJ0237.an estimated accuracy of +/- 6 seconds.
 EJ0237
 EJ0237.The orthometric height was determined by differential leveling
 EJ0237.and adjusted by the National Geodetic Survey in June 1991..
 EJ0237
 EJ0237.The geoid height was determined by GEOID03.
 EJ0237
 EJ0237.The dynamic height is computed by dividing the NAVD 88
 EJ0237.geopotential number by the normal gravity value computed on the
 EJ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0237.degrees latitude (g = 980.6199 gals.).
 EJ0237
 EJ0237.The modeled gravity was interpolated from observed gravity values.
 EJ0237
 EJ0237;                    North         East    Units  Estimated Accuracy
 EJ0237;SPC AR S     -   650,440.      355,910.      MT  (+/- 180 meters Scaled)
 EJ0237
 EJ0237                          SUPERSEDED SURVEY CONTROL
 EJ0237
 EJ0237  NGVD 29 (??/??/92)   86.001  (m)          282.15   (f) ADJ UNCH    2 0
 EJ0237
 EJ0237.Superseded values are not recommended for survey control.
 EJ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0237.See file dsdata.txt to determine how the superseded data were derived.
 EJ0237
 EJ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU472646(NAD 83)
 EJ0237_MARKER: DB = BENCH MARK DISK
 EJ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0237_STAMPING: LUM 1934
 EJ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0237+STABILITY: SURFACE MOTION
 EJ0237
 EJ0237  HISTORY     - Date     Condition        Report By
 EJ0237  HISTORY     - 1934     MONUMENTED       CGS
 EJ0237
 EJ0237                          STATION DESCRIPTION
 EJ0237
 EJ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0237'1.8 MI N FROM ROLAND.
 EJ0237'1.8 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION ABOUT 750 FEET
 EJ0237'SOUTH OF RAILROAD BRIDGE NO. 1615.  ABOUT 450 FEET SOUTH OF RAILROAD
 EJ0237'CROSSING.  ABOUT 300 FEET NORTH OF TELEPHONE POLE MARKED NO. 161+10.
 EJ0237'33.9 FEET EAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.
 EJ0237'7 FEET NORTHWEST OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE
 EJ0237'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1467 ***********************************************************************
 FF1467  DESIGNATION -  LUMP
 FF1467  PID         -  FF1467
 FF1467  STATE/COUNTY-  AR/WHITE
 FF1467  USGS QUAD   -  BEEBE (1994)
 FF1467
 FF1467                         *CURRENT SURVEY CONTROL
 FF1467  ___________________________________________________________________
 FF1467* NAD 83(1986)-  35 03 43.     (N)    091 53 25.     (W)     SCALED    
 FF1467* NAVD 88     -        68.58   (+/-2cm)     225.0    (feet)  VERTCON   
 FF1467  ___________________________________________________________________
 FF1467  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1467
 FF1467  VERT ORDER  -  ? (See Below)
 FF1467
 FF1467.The horizontal coordinates were scaled from a topographic map and have
 FF1467.an estimated accuracy of +/- 6 seconds.
 FF1467
 FF1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1467.The vertical order pertains to the NGVD 29 superseded value.
 FF1467
 FF1467.The geoid height was determined by GEOID03.
 FF1467
 FF1467;                    North         East    Units  Estimated Accuracy
 FF1467;SPC AR N     -    80,840.      410,010.      MT  (+/- 180 meters Scaled)
 FF1467
 FF1467                          SUPERSEDED SURVEY CONTROL
 FF1467
 FF1467  NGVD 29 (??/??/??)   68.563  (m)          224.94   (f) ADJUSTED    ?  
 FF1467
 FF1467.Superseded values are not recommended for survey control.
 FF1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1467.See file dsdata.txt to determine how the superseded data were derived.
 FF1467
 FF1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU011804(NAD 83)
 FF1467_MARKER: DD = SURVEY DISK
 FF1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1467_STAMPING: LUMP 1934
 FF1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1467+STABILITY: SURFACE MOTION
 FF1467
 FF1467  HISTORY     - Date     Condition        Report By
 FF1467  HISTORY     - 1934     MONUMENTED       ARGS
 FF1467  HISTORY     - 1955     GOOD             CGS
 FF1467
 FF1467                          STATION DESCRIPTION
 FF1467
 FF1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1467'0.8 MI SW FROM BEEBE.
 FF1467'0.8 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1467'STATION AT BEEBE, 6 1/2 RAILS NORTHEAST OF A ROAD CROSSING, 99
 FF1467'FEET SOUTHWEST OF A FENCE CORNER, 92.5 FEET SOUTHEAST OF THE
 FF1467'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 65.5 FEET SOUTH OF
 FF1467'MILEPOST 313-20, 2 FEET NORTHWEST OF A FENCE, SET IN THE TOP OF A
 FF1467'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2832 ***********************************************************************
 EH2832  DESIGNATION -  LUMP
 EH2832  PID         -  EH2832
 EH2832  STATE/COUNTY-  AR/LEE
 EH2832  USGS QUAD   -  STUBBS ISLAND (1982)
 EH2832
 EH2832                         *CURRENT SURVEY CONTROL
 EH2832  ___________________________________________________________________
 EH2832* NAD 83(1997)-  34 44 10.08502(N)    090 34 22.01618(W)     ADJUSTED  
 EH2832* NAVD 88     -        65.7    (meters)     216.     (feet)  VERTCON   
 EH2832  ___________________________________________________________________
 EH2832  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 EH2832  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2832
 EH2832  HORZ ORDER  -  FIRST
 EH2832
 EH2832.The horizontal coordinates were established by classical geodetic methods
 EH2832.and adjusted by the National Geodetic Survey in September 1999..
 EH2832
 EH2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2832
 EH2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2832
 EH2832.The geoid height was determined by GEOID03.
 EH2832
 EH2832;                    North         East     Units Scale Factor Converg.
 EH2832;SPC AR S     -   630,447.909   530,699.848   MT  0.99999333   +0 47 55.7
 EH2832;SPC AR S     - 2,068,394.51  1,741,137.75   sFT  0.99999333   +0 47 55.7
 EH2832;SPC MS W     -   580,627.974   678,072.281   MT  0.99995592   -0 08 11.2
 EH2832;SPC MS W     - 1,904,943.61  2,224,642.14   sFT  0.99995592   -0 08 11.2
 EH2832;UTM  15      - 3,846,465.003   722,219.788   MT  1.00020868   +1 23 00.9
 EH2832
 EH2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2832!SPC AR S     -   0.99999392  x   0.99999333  =   0.99998725
 EH2832!SPC MS W     -   0.99999392  x   0.99995592  =   0.99994984
 EH2832!UTM  15      -   0.99999392  x   1.00020868  =   1.00020260
 EH2832
 EH2832:                Primary Azimuth Mark                     Grid Az
 EH2832:SPC AR S     -  LUMP AZ MK                               003 53 55.0
 EH2832:SPC MS W     -  LUMP AZ MK                               004 50 01.9
 EH2832:UTM  15      -  LUMP AZ MK                               003 18 49.8
 EH2832
 EH2832|---------------------------------------------------------------------|
 EH2832| PID    Reference Object                     Distance      Geod. Az  |
 EH2832|                                                           dddmmss.s |
 EH2832| EH2835 LUMP AZ MK                          APPROX. 0.7 KM 0044150.7 |
 EH2832| EH0978 D 222                                51.610 METERS 23324     |
 EH2832| CY6917 LUMP RM 1                            26.682 METERS 24659     |
 EH2832| CY6918 LUMP RM 2                            25.121 METERS 35407     |
 EH2832|---------------------------------------------------------------------|
 EH2832
 EH2832                          SUPERSEDED SURVEY CONTROL
 EH2832
 EH2832  NAD 83(1997)-  34 44 10.08527(N)    090 34 22.01688(W) AD(       ) 1
 EH2832  NAD 83(1997)-  34 44 10.08583(N)    090 34 22.01550(W) AD(       ) 1
 EH2832  NAD 83(1986)-  34 44 10.09166(N)    090 34 22.01550(W) AD(       ) 1
 EH2832  NAD 27      -  34 44 09.73682(N)    090 34 21.63487(W) AD(       ) 1
 EH2832  NGVD 29 (07/19/86)   65.7    (m)          216.     (f) VERT ANG       
 EH2832
 EH2832.Superseded values are not recommended for survey control.
 EH2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2832.See file dsdata.txt to determine how the superseded data were derived.
 EH2832
 EH2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2222046465(NAD 83)
 EH2832_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2832
 EH2832  HISTORY     - Date     Condition        Report By
 EH2832  HISTORY     - 1980     MONUMENTED       NGS
 EH2832
 EH2832                          STATION DESCRIPTION
 EH2832
 EH2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH2832'THE STATION IS LOCATED 27.4 KM SOUTHWEST OF HUGHES,
 EH2832'24.1 KM NORTH OF HELENA,
 EH2832'19.3 KM EAST-SOUTHEAST OF MARIANNA, AND ON THE
 EH2832'MAIN LEVEE ON THE WEST SIDE OF THE MISSISSIPPI RIVER.
 EH2832'PERMISSION FOR THE STATION WAS OBTAINED FROM
 EH2832'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 EH2832'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 EH2832'WEST MEMPHIS, AR 72301.
 EH2832'TELEPHONE NUMBER 501-735-1062.
 EH2832'
 EH2832'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 79 AND STATE
 EH2832'HIGHWAY 1 ON THE NORTH SIDE OF MARIANNA, GO NORTHEAST ON U.S.
 EH2832'HIGHWAY 79 FOR 5.5 KM (3.4 MI) TO A POINT WHERE THE HIGHWAY
 EH2832'CROSSES A LEVEE, A SIGN FOR THE CORPS OF ENGINEERS PUMPING
 EH2832'STATION ON THE LEFT, AND STATE HIGHWAY 121 ON THE RIGHT.  TURN
 EH2832'RIGHT AND GO EASTERLY FOLLOWING STATE HIGHWAY 121 FOR 15.2 KM
 EH2832'(9.45 MI) TO THE END OF THE HIGHWAY AND A DIRT ROAD ON THE
 EH2832'RIGHT, JUST BEFORE A SMALL PARK.  TURN RIGHT AND GO WESTERLY ON A
 EH2832'WINDING ROAD FOR 3.3 KM (2.05 MI) TO A STOP SIGN ON TOP OF THE
 EH2832'LEVEE AND A DIRT CROSSROAD.  TURN LEFT AND PASS BY THE PUMPING
 EH2832'STATION AND FOLLOW THE DIRT ROAD ON TOP OF THE LEVEE FOR
 EH2832'5.2 KM (3.25 MI) TO A FORK AND THE MAIN LEVEE.  KEEP LEFT AND GO
 EH2832'NORTHEASTERLY FOLLOWING THE MAIN LEVEE FOR 3.8 KM
 EH2832'(2.35 MI) TO THE STATION ON THE RIGHT.
 EH2832'
 EH2832'THE STATION IS A STANDARD NGS DISK
 EH2832'STAMPED---LUMP 1979---,
 EH2832'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2832'FLUSH WITH GROUND.  IT IS LOCATED
 EH2832'8.00 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2832'1.68 METERS EAST FROM A METAL WITNESS POST.
 EH2832'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2832'STAMPED---LUMP 1979---,
 EH2832'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 EH2832'
 EH2832'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 EH2832'STAMPED---LUMP NO 1 1979---,
 EH2832'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2832'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 EH2832'6.8 METERS WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD, AND
 EH2832'0.46 METER NORTHEAST FROM A METAL WITNESS POST.
 EH2832'MARK IS BELOW STATION 0.5 METER.
 EH2832'
 EH2832'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 EH2832'STAMPED---LUMP NO 2 1979---,
 EH2832'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2832'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 EH2832'7.0 METERS WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2832'0.99 METER SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 EH2832'MARK IS BELOW STATION 0.5 METER.
 EH2832'
 EH2832'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2832'STAMPED---LUMP 1979---,
 EH2832'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2832'FLUSH WITH GROUND.  IT IS LOCATED
 EH2832'50.0 METERS NORTH-NORTHEAST FROM THE JUNCTION OF THE LEVEE ROAD
 EH2832'AND A SIDE ROAD,
 EH2832'9.0 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2832'0.46 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2832'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ON THE
 EH2832'LEVEE ROAD FOR 0.7 KM (0.45 MI) TO THE MARK ON THE
 EH2832'LEFT.
 EH2832'
 EH2832'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2835 ***********************************************************************
 EH2835  DESIGNATION -  LUMP AZ MK
 EH2835  PID         -  EH2835
 EH2835  STATE/COUNTY-  AR/LEE
 EH2835  USGS QUAD   -  STUBBS ISLAND (1982)
 EH2835
 EH2835                         *CURRENT SURVEY CONTROL
 EH2835  ___________________________________________________________________
 EH2835* NAD 83(1997)-  34 44 32.26726(N)    090 34 19.80808(W)     ADJUSTED  
 EH2835* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 EH2835  ___________________________________________________________________
 EH2835  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 EH2835  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2835
 EH2835  HORZ ORDER  -  SECOND
 EH2835
 EH2835.The horizontal coordinates were established by classical geodetic methods
 EH2835.and adjusted by the National Geodetic Survey in September 1999..
 EH2835
 EH2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2835
 EH2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2835
 EH2835.The geoid height was determined by GEOID03.
 EH2835
 EH2835;                    North         East     Units Scale Factor Converg.
 EH2835;SPC AR S     -   631,132.179   530,746.481   MT  0.99999466   +0 47 56.9
 EH2835;SPC AR S     - 2,070,639.49  1,741,290.75   sFT  0.99999466   +0 47 56.9
 EH2835;SPC MS W     -   581,311.365   678,130.073   MT  0.99995589   -0 08 10.0
 EH2835;SPC MS W     - 1,907,185.70  2,224,831.75   sFT  0.99995589   -0 08 10.0
 EH2835;UTM  15      - 3,847,149.860   722,259.441   MT  1.00020890   +1 23 03.0
 EH2835
 EH2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2835!SPC AR S     -   0.99999406  x   0.99999466  =   0.99998872
 EH2835!SPC MS W     -   0.99999406  x   0.99995589  =   0.99994995
 EH2835!UTM  15      -   0.99999406  x   1.00020890  =   1.00020296
 EH2835
 EH2835                          SUPERSEDED SURVEY CONTROL
 EH2835
 EH2835  NAD 83(1997)-  34 44 32.26751(N)    090 34 19.80876(W) AD(       ) 2
 EH2835  NAD 83(1997)-  34 44 32.26807(N)    090 34 19.80743(W) AD(       ) 2
 EH2835  NAD 83(1986)-  34 44 32.27390(N)    090 34 19.80748(W) AD(       ) 2
 EH2835  NAD 27      -  34 44 31.91957(N)    090 34 19.42688(W) AD(       ) 2
 EH2835  NGVD 29 (07/19/86)   64.8    (m)          213.     (f) VERT ANG       
 EH2835
 EH2835.Superseded values are not recommended for survey control.
 EH2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2835.See file dsdata.txt to determine how the superseded data were derived.
 EH2835
 EH2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2225947150(NAD 83)
 EH2835_MARKER: DZ = AZIMUTH MARK DISK
 EH2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2835+STABILITY: SURFACE MOTION
 EH2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2835+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 EH2835
 EH2835  HISTORY     - Date     Condition        Report By
 EH2835  HISTORY     - 1980     MONUMENTED       NGS
 EH2835  HISTORY     - 20050413 GOOD             USACE
 EH2835
 EH2835                          STATION DESCRIPTION
 EH2835
 EH2835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH2835'THE STATION IS LOCATED 27.4 KM SOUTHWEST OF HUGHES,
 EH2835'24.1 KM NORTH OF HELENA,
 EH2835'19.3 KM EAST-SOUTHEAST OF MARIANNA AND ON THE
 EH2835'MAIN LEVEE ON THE WEST BANK OF THE MISSISSIPPI RIVER.
 EH2835'PERMISSION FOR THE STATION WAS OBTAINED FROM
 EH2835'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 EH2835'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 EH2835'WEST MEMPHIS, AR 72301.
 EH2835'TELEPHONE NUMBER 501-735-1062.
 EH2835'
 EH2835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2835'STATE HIGHWAY 1 ON THE NORTH SIDE OF MARIANNA, GO NORTHEAST ON
 EH2835'U.S. HIGHWAY 79 FOR 5.5 KM (3.4 MI) TO A POINT WHERE THE
 EH2835'HIGHWAY CROSSES A LEVEE, A SIGN FOR THE CORPS OF
 EH2835'ENGINEERS PUMPING STATION ON THE LEFT, AND STATE HIGHWAY 121 ON
 EH2835'THE RIGHT.  TURN RIGHT AND GO EASTERLY FOLLOWING STATE
 EH2835'HIGHWAY 121 FOR 15.2 KM (9.45 MI) TO THE END OF THE
 EH2835'HIGHWAY AND A DIRT ROAD ON THE RIGHT, JUST BEFORE A SMALL PARK.
 EH2835'TURN RIGHT AND GO WESTERLY ON A WINDING ROAD FOR 3.3 KM
 EH2835'(2.05 MI) TO A STOP SIGN ON TOP OF THE LEVEE AND A DIRT
 EH2835'CROSSROAD.  TURN LEFT AND PASS BY THE PUMPING STATION AND FOLLOW
 EH2835'THE DIRT ROAD ON TOP OF THE LEVEE FOR 5.2 KM (3.25 MI) TO A
 EH2835'FORK AND THE MAIN LEVEE.  KEEP LEFT AND GO NORTHEASTERLY FOLLOWING
 EH2835'THE MAIN LEVEE FOR 4.5 KM (2.8 MI) TO THE STATION ON THE LEFT.
 EH2835'
 EH2835'THE STATION IS A STANDARD NGS AZIMUTH DISK
 EH2835'STAMPED---LUMP 1979---,
 EH2835'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2835'FLUSH WITH GROUND.  IT IS LOCATED
 EH2835'50 METERS NORTH-NORTHEAST FROM THE JUNCTION OF THE LEVEE ROAD
 EH2835'AND A SIDE ROAD,
 EH2835'9.0 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2835'0.46 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2835'
 EH2835'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH2835
 EH2835                          STATION RECOVERY (2005)
 EH2835
 EH2835'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1080 ***********************************************************************
 DK1080  DESIGNATION -  LUNA RM 1
 DK1080  PID         -  DK1080
 DK1080  STATE/COUNTY-  AR/CHICOT
 DK1080  USGS QUAD   -  LUNA (1970)
 DK1080
 DK1080                         *CURRENT SURVEY CONTROL
 DK1080  ___________________________________________________________________
 DK1080* NAD 83(1986)-  33 23 08.     (N)    091 11 56.     (W)     SCALED    
 DK1080* NAVD 88     -        39.16   (+/-2cm)     128.5    (feet)  VERTCON   
 DK1080  ___________________________________________________________________
 DK1080  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK1080
 DK1080  VERT ORDER  -  ? (See Below)
 DK1080
 DK1080.The horizontal coordinates were scaled from a topographic map and have
 DK1080.an estimated accuracy of +/- 6 seconds.
 DK1080
 DK1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1080.The vertical order pertains to the NGVD 29 superseded value.
 DK1080
 DK1080.The geoid height was determined by GEOID03.
 DK1080
 DK1080;                    North         East    Units  Estimated Accuracy
 DK1080;SPC AR S     -   480,030.      474,540.      MT  (+/- 180 meters Scaled)
 DK1080
 DK1080                          SUPERSEDED SURVEY CONTROL
 DK1080
 DK1080  NGVD 29 (??/??/??)   39.238  (m)          128.73   (f) ADJUSTED    ?  
 DK1080
 DK1080.Superseded values are not recommended for survey control.
 DK1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1080.See file dsdata.txt to determine how the superseded data were derived.
 DK1080
 DK1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS675954(NAD 83)
 DK1080_MARKER: DR = REFERENCE MARK DISK
 DK1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1080+STABILITY: SURFACE MOTION
 DK1080
 DK1080  HISTORY     - Date     Condition        Report By
 DK1080  HISTORY     - 1929     MONUMENTED       CGS
 DK1080  HISTORY     - 1934     GOOD             CGS
 DK1080
 DK1080                          STATION DESCRIPTION
 DK1080
 DK1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1080'4 MI NE FROM LUNA.
 DK1080'IS A BRONZE TABLET SET IN CONCRETE LOCATED 4 1/2 MILES BY ROAD WEST OF
 DK1080'LAKE VILLAGE FERRY.  4 MILES NORTHEAST OF LUNA, CHICOT CO., ARKANSAS.
 DK1080'50 FEET SOUTH OF HIGHWAY NO. 2.  250 FEET SOUTHWEST OF ROAD CROSSING
 DK1080'AND ANGLE IN LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1798 ***********************************************************************
 FG1798  DESIGNATION -  LURTON
 FG1798  PID         -  FG1798
 FG1798  STATE/COUNTY-  AR/NEWTON
 FG1798  USGS QUAD   -  LURTON (1980)
 FG1798
 FG1798                         *CURRENT SURVEY CONTROL
 FG1798  ___________________________________________________________________
 FG1798* NAD 83(1997)-  35 47 58.04199(N)    093 04 02.53447(W)     ADJUSTED  
 FG1798* NAVD 88     -       663.     (meters)    2175.     (feet)  SCALED    
 FG1798  ___________________________________________________________________
 FG1798  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FG1798  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG1798
 FG1798  HORZ ORDER  -  THIRD
 FG1798
 FG1798.The horizontal coordinates were established by classical geodetic methods
 FG1798.and adjusted by the National Geodetic Survey in September 1999..
 FG1798
 FG1798.The orthometric height was scaled from a topographic map.
 FG1798
 FG1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1798
 FG1798.The geoid height was determined by GEOID03.
 FG1798
 FG1798;                    North         East     Units Scale Factor Converg.
 FG1798;SPC AR N     -   163,177.791   303,526.247   MT  0.99994297   -0 37 16.0
 FG1798;SPC AR N     -   535,359.14    995,819.03   sFT  0.99994297   -0 37 16.0
 FG1798;UTM  15      - 3,961,707.670   493,912.704   MT  0.99960046   -0 02 21.9
 FG1798
 FG1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1798!SPC AR N     -   0.99990033  x   0.99994297  =   0.99984331
 FG1798!UTM  15      -   0.99990033  x   0.99960046  =   0.99950083
 FG1798
 FG1798:                Primary Azimuth Mark                     Grid Az
 FG1798:SPC AR N     -  HORN                                     045 04 48.9
 FG1798:UTM  15      -  HORN                                     044 29 54.8
 FG1798
 FG1798|---------------------------------------------------------------------|
 FG1798| PID    Reference Object                     Distance      Geod. Az  |
 FG1798|                                                           dddmmss.s |
 FG1798| FG1795 HORN                                APPROX.16.1 KM 0442732.9 |
 FG1798| FG1794 ROUND HILL LOOKOUT TOWER            APPROX.12.4 KM 0675145.0 |
 FG1798| CI2406 LURTON RM 1                          19.479 METERS 15953     |
 FG1798| CI2407 LURTON RM 2                          14.519 METERS 24402     |
 FG1798|---------------------------------------------------------------------|
 FG1798
 FG1798                          SUPERSEDED SURVEY CONTROL
 FG1798
 FG1798  NAD 83(1986)-  35 47 58.05270(N)    093 04 02.53763(W) AD(       ) 3
 FG1798  NAD 27      -  35 47 57.76300(N)    093 04 01.92800(W) AD(       ) 3
 FG1798
 FG1798.Superseded values are not recommended for survey control.
 FG1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1798.See file dsdata.txt to determine how the superseded data were derived.
 FG1798
 FG1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9391361708(NAD 83)
 FG1798_MARKER: DS = TRIANGULATION STATION DISK
 FG1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1798
 FG1798  HISTORY     - Date     Condition        Report By
 FG1798  HISTORY     - 1954     MONUMENTED       CGS
 FG1798  HISTORY     - 1972     GOOD             NGS
 FG1798  HISTORY     - 1985     SEE DESCRIPTION  USFS
 FG1798
 FG1798                          STATION DESCRIPTION
 FG1798
 FG1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1798'THE STATION IS IN THE OZARK NATIONAL FOREST IN SECTION 1, T 13
 FG1798'N, R 20 W, ON THE SUMMIT OF A HIGH TIMBERED KNOLL, ABOUT 2
 FG1798'MILES NORTH AND 1/2 MILE EAST OF LURTON, 1/4 MILE WEST OF
 FG1798'STATE HIGHWAY 123, AND 4 FEET NORTHWEST OF A WHITE 4 IN X 4 IN
 FG1798'WITNESS POST.
 FG1798'
 FG1798'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 FG1798'AND 123 IN LURTON, GO NORTHERLY ON STATE HIGHWAY 123 FOR 1.65
 FG1798'MILES TO A ROAD FORK AND THE AZIMUTH MARK ON THE RIGHT AS
 FG1798'DESCRIBED, CONTINUE ON THE LEFT ROAD FOR 0.55 MILE TO A DIRT
 FG1798'ROAD ON THE LEFT, TURN LEFT (NORTHWEST) AND FOLLOW THE MAIN
 FG1798'DIRT ROAD FOR 0.3 MILE TO A TRIANGLE-BLAZED OAK TREE ON THE
 FG1798'LEFT, TURN RIGHT (EAST) AND PICK WAY AMONG TREES AND GO FOR 0.15
 FG1798'MILE TO THE TOP OF THE KNOLL AND THE STATION.  (NOTE - A
 FG1798'FOUR-WHEEL DRIVE TRUCK IS NEEDED FOR THE LAST 0.15 MILE)
 FG1798'
 FG1798'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1798'LURTON 1954.
 FG1798'
 FG1798'REFERENCE MARK 1 IS 21 FEET EAST OF A TWIN-OAK TREE.  THE MARK
 FG1798'PROJECTS 5 INCHES AND THE DISK IS STAMPED LURTON NO 1 1954.
 FG1798'
 FG1798'REFERENCE MARK 2 IS 20 FEET SOUTHWEST OF A 20-INCH OAK TREE.
 FG1798'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LURTON
 FG1798'NO 2 1954.
 FG1798'
 FG1798'BENCH MARK U 128 WAS USED AS THE AZIMUTH MARK.  IT IS 46 FEET
 FG1798'EAST OF THE CENTER OF THE ROAD JUNCTION, AND 1 FOOT NORTHEAST
 FG1798'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS A STANDARD
 FG1798'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP
 FG1798'OF A 6 X 6 INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES
 FG1798'AND THE DISK IS STAMPED U 128 1935.
 FG1798'
 FG1798'THE STATION AND BOTH REFERENCES MARKS ARE STANDARD DISKS SET
 FG1798'IN THE TOP OF 12-INCH CONCRETE POSTS.
 FG1798'
 FG1798'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FG1798
 FG1798                          STATION RECOVERY (1972)
 FG1798
 FG1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1798'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND BENCH MARK
 FG1798'U 128 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 FG1798'MARK AND THE REFERENCE MARKS ARE AS DESCRIBED IN 1954.  DUE
 FG1798'TO CHANGES IN THE ROADS A NEW DESCRIPTION OF THE ROUTE TO
 FG1798'REACH THE STATION AND NEW MEASUREMENTS PERTAINING TO THE BENCH
 FG1798'MARK FOLLOW.
 FG1798'
 FG1798'TO REACH THE STATION FROM THE SOUTH INTERSECTION OF STATE
 FG1798'HIGHWAYS 7 AND 23 AT LURTON, GO NORTHERLY ON HIGHWAY 123 FOR
 FG1798'0.7 MILE TO A CURVE AND ROAD FORK IN THE VILLAGE OF LURTON.
 FG1798'TAKE THE RIGHT FORK AND GO EASTERLY ON HIGHWAY 123 FOR 1.2
 FG1798'MILES TO A ROAD FORK.  TAKE THE LEFT FORK AND CONTINUE EASTERLY
 FG1798'ON HIGHWAY 123 FOR 0.5 MILE TO ROAD FORK AND THE BENCH MARK
 FG1798'ON THE RIGHT.  TAKE THE LEFT FORK AND CONTINUE EASTERLY
 FG1798'ON HIGHWAY 123 FOR 0.55 MILE TO A DIRT ROAD ON THE LEFT.  TURN
 FG1798'LEFT AND GO NORTHERLY ON THE DIRT ROAD FOR 0.15 MILE TO A
 FG1798'ROAD FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHERLY ON
 FG1798'THE DIRT ROAD FOR 0.15 MILE TO THE HILL THE STATION IS ON,
 FG1798'ON THE RIGHT, A METAL WITNESS POST WITH SIGN ATTACHED WAS
 FG1798'SET IN THE GROUND AT THIS POINT.  FROM THIS POINT PACK EAST,
 FG1798'UPHILL TO THE TOP OF THE HILL AND THE STATION ON THE
 FG1798'HIGHEST PART OF THE HILL.
 FG1798'
 FG1798'THE BENCH MARK IS 61 FEET EAST-SOUTHEAST OF THE CENTER OF
 FG1798'HIGHWAY 123, 33 FEET SOUTH-SOUTHEAST OF THE CENTER OF A
 FG1798'GRAVELED ROAD NUMBERED 1200, 13 FEET SOUTHEAST OF THE NUMBERED
 FG1798'ROAD SIGN, 13 FEET SOUTH OF A 14-INCH PINE TREE AND 1.5
 FG1798'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 FG1798'
 FG1798'THIS STATION WAS NOT OCCUPIED THIS DATE.
 FG1798'
 FG1798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 FG1798'MILES NORTH-NORTHEAST OF LURTON.
 FG1798
 FG1798                          STATION RECOVERY (1985)
 FG1798
 FG1798'RECOVERY NOTE BY US FOREST SERVICE 1985 (HWH)
 FG1798'LURTON 1954 CUT OUT BY VANDELS STILL SOLID.  PLACED AL. POST 2 FEET
 FG1798'SOUTH (W F.S. SURVEY MONUMENT SIGN (54-9).
 FG1798'
 FG1798'RM 1 GOOD CONDITION AL POST 2 FEET S. WITH F.S. SIGN (54-9).
 FG1798'RM 2 GOOD CONDITION AL POST 2 FEET W. WITH F.S. SIGN (54-9).
 FG1798'AL. POST AT LAST RD. CALL WITH (54-9) 460 FT EAST TO STATION MARK.
 FG1798'1972 RD. CALLS GOOD.
 FG1798'B.M. U 128 STILL IN GOOD CONDITION WITH WITNESS POST IN PLACE.
 FG1798'WE WILL BE RECOVERING A LOT IN THE NEAR FUTURE IF YOU SEND ME
 FG1798'YOUR SIGNS WILL USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2715 ***********************************************************************
 FE2715  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2715  DESIGNATION -  LUX AZ MK 2
 FE2715  PID         -  FE2715
 FE2715  STATE/COUNTY-  AR/MISSISSIPPI
 FE2715  USGS QUAD   -  LUXORA (1972)
 FE2715
 FE2715                         *CURRENT SURVEY CONTROL
 FE2715  ___________________________________________________________________
 FE2715* NAD 83(1997)-  35 45 21.95967(N)    089 59 25.26425(W)     ADJUSTED  
 FE2715* NAVD 88     -        71.84   (meters)     235.7    (feet)  GPS OBS   
 FE2715  ___________________________________________________________________
 FE2715  X           -         872.650 (meters)                     COMP
 FE2715  Y           -  -5,181,894.684 (meters)                     COMP
 FE2715  Z           -   3,706,289.734 (meters)                     COMP
 FE2715  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 FE2715  ELLIP HEIGHT-          44.08  (meters)          (05/31/05) GPS OBS
 FE2715  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE2715
 FE2715  HORZ ORDER  -  FIRST
 FE2715  ELLP ORDER  -  FOURTH    CLASS II
 FE2715
 FE2715.The horizontal coordinates were established by GPS observations
 FE2715.and adjusted by the National Geodetic Survey in May 2005..
 FE2715
 FE2715.The orthometric height was determined by GPS observations and a
 FE2715.high-resolution geoid model using precise GPS observation and
 FE2715.processing techniques.
 FE2715
 FE2715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2715
 FE2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2715
 FE2715.The ellipsoidal height was determined by GPS observations
 FE2715.and is referenced to NAD 83.
 FE2715
 FE2715.The geoid height was determined by GEOID03.
 FE2715
 FE2715;                    North         East     Units Scale Factor Converg.
 FE2715;SPC AR N     -   159,699.214   581,730.198   MT  0.99994042   +1 10 09.9
 FE2715;SPC AR N     -   523,946.50  1,908,559.82   sFT  0.99994042   +1 10 09.9
 FE2715;SPC TN       -   165,210.297   239,228.909   MT  0.99994932   -2 20 10.0
 FE2715;SPC TN       -   542,027.45    784,870.18   sFT  0.99994932   -2 20 10.0
 FE2715;UTM  16      - 3,961,022.045   229,620.074   MT  1.00050094   -1 44 54.3
 FE2715;UTM  15      - 3,961,075.494   772,125.280   MT  1.00051261   +1 45 35.0
 FE2715
 FE2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2715!SPC AR N     -   0.99999308  x   0.99994042  =   0.99993350
 FE2715!SPC TN       -   0.99999308  x   0.99994932  =   0.99994240
 FE2715!UTM  16      -   0.99999308  x   1.00050094  =   1.00049402
 FE2715!UTM  15      -   0.99999308  x   1.00051261  =   1.00050569
 FE2715
 FE2715                          SUPERSEDED SURVEY CONTROL
 FE2715
 FE2715  NAD 83(1997)-  35 45 21.96061(N)    089 59 25.26494(W) AD(       ) 2
 FE2715  NAD 83(1997)-  35 45 21.96137(N)    089 59 25.26475(W) AD(       ) 2
 FE2715  NAD 83(1997)-  35 45 21.97164(N)    089 59 25.26347(W) AD(       ) 2
 FE2715  NAD 83(1986)-  35 45 21.97176(N)    089 59 25.26319(W) AD(       ) 2
 FE2715  NAD 27      -  35 45 21.69536(N)    089 59 24.94428(W) AD(       ) 2
 FE2715  NGVD 29 (07/19/86)   72.0    (m)          236.     (f) VERT ANG       
 FE2715
 FE2715.Superseded values are not recommended for survey control.
 FE2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2715.See file dsdata.txt to determine how the superseded data were derived.
 FE2715
 FE2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2962061022(NAD 83)
 FE2715_MARKER: DZ = AZIMUTH MARK DISK
 FE2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2715_SP_SET: CONCRETE POST
 FE2715_MARK LOGO: CGS   
 FE2715_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2715+STABILITY: SURFACE MOTION
 FE2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2715+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 FE2715
 FE2715  HISTORY     - Date     Condition        Report By
 FE2715  HISTORY     - 1977     MONUMENTED       NGS
 FE2715  HISTORY     - 1979     GOOD             NGS
 FE2715  HISTORY     - 19901205 SEE DESCRIPTION  NGS
 FE2715  HISTORY     - 20030417 GOOD             USACE
 FE2715  HISTORY     - 20030717 GOOD             EMCINC
 FE2715
 FE2715                          STATION DESCRIPTION
 FE2715
 FE2715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2715'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 FE2715'THE 1977 DATA WAS NOT AVAILABLE TO MAKE COMPARISONS.
 FE2715'
 FE2715'THE STATION IS LOCATED ABOUT 6.4 KILOMETERS (4 MI) NORTH
 FE2715'OF OSCEOLA, 5.6 KILOMETERS (3.5 MI) WEST OF LUXORA AND
 FE2715'ON PROPERTY OF MR. JIMMY HARDIN, OSCEOLA, AR.
 FE2715'
 FE2715'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FE2715'HIGHWAY 55 AND STATE HIGHWAY 158 ABOUT 4 MILES (6.4 KM)
 FE2715'WEST OF LUXORA, GO EAST ON STATE HIGHWAY 158 FOR 1.15 MILES
 FE2715'(1.85 KM) TO THE STATION ON THE LEFT.
 FE2715'
 FE2715'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FE2715'STAMPED---LUX 1954 1977 NO 2---,
 FE2715'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2715'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 FE2715'11.5 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 158,
 FE2715'1.0 METER WEST FROM A METAL WITNESS POST, AND
 FE2715'0.85 METER EAST FROM A POWER POLE.
 FE2715'
 FE2715'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 FE2715
 FE2715                          STATION RECOVERY (1990)
 FE2715
 FE2715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2715'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
 FE2715
 FE2715                          STATION RECOVERY (2003)
 FE2715
 FE2715'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 FE2715'LUX RESET NOT FOUND.
 FE2715
 FE2715                          STATION RECOVERY (2003)
 FE2715
 FE2715'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2715'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2711 ***********************************************************************
 FE2711  DESIGNATION -  LUX RESET
 FE2711  PID         -  FE2711
 FE2711  STATE/COUNTY-  AR/MISSISSIPPI
 FE2711  USGS QUAD   -  LUXORA (1972)
 FE2711
 FE2711                         *CURRENT SURVEY CONTROL
 FE2711  ___________________________________________________________________
 FE2711* NAD 83(1997)-  35 45 21.88110(N)    089 58 59.20151(W)     ADJUSTED  
 FE2711* NAVD 88     -        72.1    (meters)     237.     (feet)  VERTCON   
 FE2711  ___________________________________________________________________
 FE2711  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 FE2711  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE2711
 FE2711  HORZ ORDER  -  SECOND
 FE2711  VERT ORDER  -  THIRD ? (See Below)
 FE2711
 FE2711.The horizontal coordinates were established by classical geodetic methods
 FE2711.and adjusted by the National Geodetic Survey in September 1999..
 FE2711
 FE2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2711.The vertical order pertains to the NGVD 29 superseded value.
 FE2711
 FE2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2711
 FE2711.The geoid height was determined by GEOID03.
 FE2711
 FE2711;                    North         East     Units Scale Factor Converg.
 FE2711;SPC AR N     -   159,710.179   582,384.829   MT  0.99994042   +1 10 25.1
 FE2711;SPC AR N     -   523,982.48  1,910,707.56   sFT  0.99994042   +1 10 25.1
 FE2711;SPC TN       -   165,181.214   239,882.991   MT  0.99994932   -2 19 54.7
 FE2711;SPC TN       -   541,932.03    787,016.11   sFT  0.99994932   -2 19 54.7
 FE2711;UTM  16      - 3,960,999.660   230,274.780   MT  1.00049658   -1 44 39.1
 FE2711;UTM  15      - 3,961,093.214   772,780.140   MT  1.00051701   +1 45 50.3
 FE2711
 FE2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2711!SPC AR N     -   0.99999304  x   0.99994042  =   0.99993346
 FE2711!SPC TN       -   0.99999304  x   0.99994932  =   0.99994236
 FE2711!UTM  16      -   0.99999304  x   1.00049658  =   1.00048962
 FE2711!UTM  15      -   0.99999304  x   1.00051701  =   1.00051005
 FE2711
 FE2711|---------------------------------------------------------------------|
 FE2711| PID    Reference Object                     Distance      Geod. Az  |
 FE2711|                                                           dddmmss.s |
 FE2711| CG4462 LUX RM 1                             27.914 METERS 00642     |
 FE2711| FE2717 LUXORA SW BELL RAD MAST             APPROX. 4.7 KM 0773517.4 |
 FE2711| FE2712 LUXORA MUNICIPAL TANK               APPROX. 4.9 KM 0874710.0 |
 FE2711| FE2870 LUX RM 4                             14.827 METERS 12412     |
 FE2711| FE2669 OSCEOLA PRODUCTS CO TANK            APPROX. 5.5 KM 1611635.8 |
 FE2711| FE2672 OSCEOLA MUNICIPAL TANK              APPROX. 5.8 KM 1671345.4 |
 FE2711| FE2666 OSCEOLA COUNTY CTHSE DOME           APPROX. 6.0 KM 1680831.7 |
 FE2711| FE2685 OSCEOLA FED COMP WHSE E TANK        APPROX. 6.7 KM 1691230.8 |
 FE2711| CG4461 LUX AZ MK                                          1702946.9 |
 FE2711| FE2668 OSCEOLA COMPTON TANK                APPROX. 7.9 KM 1711945.9 |
 FE2711| FE2667 OSCEOLA FED COMP WHSE W TANK        APPROX. 6.8 KM 1715820.8 |
 FE2711| CG4463 LUX RM 2                             27.698 METERS 25254     |
 FE2711| CG4464 LUX RM 3                              9.430 METERS 25615     |
 FE2711| FE2871 LUX RM 5                             29.639 METERS 25631     |
 FE2711| FE2715 LUX AZ MK 2                         APPROX. 0.7 KM 2701250.5 |
 FE2711| FE2716 LUX AZ MK 2 OFFSET                    5.077 METERS 27027     |
 FE2711| FF1893 DELL STEVENS COTTON GIN CO TK       APPROX.12.3 KM 3243837.2 |
 FE2711| FF1894 DELL COMPRESS CO WATER TANK         APPROX.12.5 KM 3371949.9 |
 FE2711|---------------------------------------------------------------------|
 FE2711
 FE2711                          SUPERSEDED SURVEY CONTROL
 FE2711
 FE2711  NAD 83(1997)-  35 45 21.88182(N)    089 58 59.20132(W) AD(       ) 2
 FE2711  NAD 83(1997)-  35 45 21.89208(N)    089 58 59.20005(W) AD(       ) 2
 FE2711  NAD 83(1986)-  35 45 21.89223(N)    089 58 59.19969(W) AD(       ) 2
 FE2711  NAD 27      -  35 45 21.61600(N)    089 58 58.88160(W) AD(       ) 2
 FE2711  NGVD 29 (07/19/86)   72.0    (m)          236.     (f) LEVELING    3  
 FE2711
 FE2711.Superseded values are not recommended for survey control.
 FE2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2711.See file dsdata.txt to determine how the superseded data were derived.
 FE2711
 FE2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3027561000(NAD 83)
 FE2711_MARKER: DG = GRAVITY STATION DISK
 FE2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2711
 FE2711  HISTORY     - Date     Condition        Report By
 FE2711  HISTORY     - 1977     MONUMENTED       NGS
 FE2711  HISTORY     - 1979     GOOD             NGS
 FE2711
 FE2711                          STATION DESCRIPTION
 FE2711
 FE2711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2711'THE SURFACE STATION MARK HAS BEEN HIT BY FARM MACHINERY.
 FE2711'REFERENCE MARKS 1 AND 3 WERE FOUND DESTROYED.  THE
 FE2711'UNDERGROUND MARK WAS HELD AND A NEW SURFACE MARK WAS SET 18
 FE2711'INCHES BELOW GROUND SURFACE AT THIS TIME.  ALSO REFERENCE
 FE2711'MARKS 4 AND 5, AND A AZIMUTH MARK 2 WERE ESTABLISHED AT THIS
 FE2711'TIME.
 FE2711'
 FE2711'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF OSCEOLA,
 FE2711'3 MILES WEST OF LUXORA, 1-1/2 MILES EAST OF INTERSTATE
 FE2711'HIGHWAY 55, IN SECTION 11, T13N, R10E, AT THE EDGE OF A
 FE2711'CULTIVATED FIELD.
 FE2711'
 FE2711'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55
 FE2711'AND STATE HIGHWAY 158, ABOUT 4-1/2 MILES WEST OF LUXORA, GO
 FE2711'EAST ON STATE HIGHWAY 158 FOR 1.6 MILES TO A FRAME HOUSE ON
 FE2711'THE LEFT, AND THE STATION ON THE LEFT, JUST WEST OF THE HOUSE
 FE2711'IN THE CORNER OF A CULTIVATED FIELD.  TO REACH AZIMUTH
 FE2711'MARK 2 FROM THE STATION, GO WEST ON STATE HIGHWAY 158 FOR 0.4
 FE2711'MILE TO THE MARK ON THE RIGHT, NORTH SIDE OF THE ROAD.
 FE2711'
 FE2711'THE STATION MARKS, STAMPED---LUX 1954 1977---, ARE STANDARD
 FE2711'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 FE2711'CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.
 FE2711'IT IS 91 FEET EAST-NORTHEAST OF A POWERLINE POLE, 81 FEET
 FE2711'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, AND 57 FEET
 FE2711'NORTH OF CENTER OF THE HIGHWAY.  THE UNDERGROUND DISK IS SET
 FE2711'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW
 FE2711'THE GROUND SURFACE.
 FE2711'
 FE2711'REFERENCE MARK 4, STAMPED---LUX 1954 NO 4 1977---, IS A
 FE2711'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FE2711'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 31.5 FEET NORTH
 FE2711'OF CENTER OF THE HIGHWAY, AND 2 FEET EAST OF A METAL WITNESS
 FE2711'POST.
 FE2711'
 FE2711'REFERENCE MARK 5, STAMPED---LUX 1954 NO 5 1977---, IS A
 FE2711'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FE2711'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 34 FEET NORTH
 FE2711'OF CENTER OF THE HIGHWAY, 2 FEET WEST OF A METAL WITNESS POST,
 FE2711'AND 1 FOOT EAST OF A POWERLINE POLE.
 FE2711'
 FE2711'AZIMUTH MARK 2, STAMPED---LUX 1954 NO 2 1977---, A STANDARD DISK
 FE2711'SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT IS FLUSH
 FE2711'WITH THE GROUND.  IT IS 33 FEET NORTH OF CENTER OF THE
 FE2711'HIGHWAY, 3 FEET WEST OF A METAL WITNESS POST, AND 3 FEET EAST
 FE2711'OF A POWERLINE POLE.
 FE2711'
 FE2711'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 FE2711'REFERENCE MARKS, AND THE AZIMUTH MARK.
 FE2711'HEIGHT OF LIGHT ABOVE MARK WAS 1.7 METERS.
 FE2711
 FE2711                          STATION RECOVERY (1979)
 FE2711
 FE2711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2711'THE STATION MARK, REFERENCE MARKS 4 AND 5, AND AZIMUTH
 FE2711'MARK 2 WERE RECOVERED IN GOOD CONDITION.  THE 1977 DATA
 FE2711'WAS NOT AVAILABLE TO MAKE COMPARISON ON THE DISTANCES.
 FE2711'THE HORIZONTAL DIRECTIONS TO ALL MARKS CHECKED ADEQUATE.
 FE2711'
 FE2711'THE STATION IS LOCATED ABOUT 6.4 KILOMETERS (4.0 MI)
 FE2711'NORTH OF OSCEOLA, 4.8 KILOMETERS (3.0 MI) WEST OF
 FE2711'LUXORA, AND ON PROPERTY OF MR. JIMMY HARDIN,
 FE2711'OSCEOLA, AR.
 FE2711'
 FE2711'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FE2711'HIGHWAY 55 AND STATE HIGHWAY 158, ABOUT 4.0 MILES
 FE2711'(6.4 KM) WEST OF LUXORA, GO EAST ON STATE HIGHWAY
 FE2711'158 FOR 1.15 MILES (1.85 KM) TO THE AZIMUTH MARK ON THE
 FE2711'LEFT. CONTINUE EAST ON HIGHWAY 158 FOR 0.4 MILE
 FE2711'(0.64 KM) TO THE STATION ON THE LEFT.
 FE2711'
 FE2711'THE STATION IS A STANDARD NGS DISK
 FE2711'STAMPED---LUX 1954 1977---,
 FE2711'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2711'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 FE2711'133 FEET SOUTHEAST FROM THE SOUTHWEST CORNER OF A LARGE POLE
 FE2711'SHED,
 FE2711'39.47 METERS WEST-NORTHWEST FROM A POWER POLE,
 FE2711'30.18 METERS EAST-NORTHEAST FROM A POWER POLE, AND
 FE2711'17.37 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 158.
 FE2711'
 FE2711'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 FE2711'STAMPED---LUX 1954 N0 4 1977---,
 FE2711'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2711'FLUSH WITH GROUND.  IT IS LOCATED
 FE2711'9.1 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 158 AND
 FE2711'0.50 METERS NORTHWEST FROM A METAL WITNESS POST.
 FE2711'MARK IS ABOVE STATION 0.3 METERS.
 FE2711'
 FE2711'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK
 FE2711'STAMPED---LUX 1954 N0 5 1977---,
 FE2711'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2711'FLUSH WITH GROUND.  IT IS LOCATED
 FE2711'10.3 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 158,
 FE2711'0.83 METERS NORTHEAST FROM THE METAL WITNESS POST AND
 FE2711'0.50 METERS EAST FROM A POWER POLE.
 FE2711'MARK IS ABOVE STATION 0.3 METERS.
 FE2711'
 FE2711'AZIMUTH MARK NUMBER 02 IS A STANDARD NGS DISK
 FE2711'STAMPED---LUX 1954 1977 N0 2.---,
 FE2711'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2711'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 FE2711'11.5 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 158,
 FE2711'1.0 METERS WEST FROM A METAL WITNESS POST AND
 FE2711'0.85 METERS EAST FROM A POWER POLE.
 FE2711'
 FE2711'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2670 ***********************************************************************
 FE2670  DESIGNATION -  LUXORA
 FE2670  PID         -  FE2670
 FE2670  STATE/COUNTY-  AR/MISSISSIPPI
 FE2670  USGS QUAD   -  OSCEOLA (1983)
 FE2670
 FE2670                         *CURRENT SURVEY CONTROL
 FE2670  ___________________________________________________________________
 FE2670* NAD 83(1997)-  35 44 55.91615(N)    089 56 13.45769(W)     ADJUSTED  
 FE2670* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 FE2670  ___________________________________________________________________
 FE2670  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FE2670  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE2670
 FE2670  HORZ ORDER  -  SECOND
 FE2670
 FE2670.The horizontal coordinates were established by classical geodetic methods
 FE2670.and adjusted by the National Geodetic Survey in September 1999..
 FE2670
 FE2670.The orthometric height was scaled from a topographic map.
 FE2670
 FE2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2670
 FE2670.The geoid height was determined by GEOID03.
 FE2670
 FE2670;                    North         East     Units Scale Factor Converg.
 FE2670;SPC AR N     -   158,996.399   586,564.329   MT  0.99994005   +1 12 01.5
 FE2670;SPC AR N     -   521,640.69  1,924,419.80   sFT  0.99994005   +1 12 01.5
 FE2670;UTM  16      - 3,960,073.568   234,414.777   MT  1.00046927   -1 43 01.0
 FE2670;UTM  15      - 3,960,422.132   776,969.245   MT  1.00054540   +1 47 26.2
 FE2670
 FE2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2670!SPC AR N     -   0.99999241  x   0.99994005  =   0.99993246
 FE2670!UTM  16      -   0.99999241  x   1.00046927  =   1.00046168
 FE2670!UTM  15      -   0.99999241  x   1.00054540  =   1.00053781
 FE2670
 FE2670                          SUPERSEDED SURVEY CONTROL
 FE2670
 FE2670  NAD 83(1997)-  35 44 55.91622(N)    089 56 13.45815(W) AD(       ) 2
 FE2670  NAD 83(1986)-  35 44 55.92774(N)    089 56 13.45937(W) AD(       ) 2
 FE2670  NAD 27      -  35 44 55.64900(N)    089 56 13.14800(W) AD(       ) 2
 FE2670
 FE2670.Superseded values are not recommended for survey control.
 FE2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2670.See file dsdata.txt to determine how the superseded data were derived.
 FE2670
 FE2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3441560074(NAD 83)
 FE2670_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE2670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2670_SP_SET: PREFABRICATED CONCRETE POST
 FE2670
 FE2670  HISTORY     - Date     Condition        Report By
 FE2670  HISTORY     - 1930     MONUMENTED       MRC
 FE2670
 FE2670                          STATION DESCRIPTION
 FE2670
 FE2670'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1930 (CMT)
 FE2670'ON RIGHT BANK OF MISSISSIPPI RIVER, ON LAND BELONGING TO BILL HAIL,
 FE2670'OPPOSITE HEAD OF ISLAND NO. 30, ABOUT 650 METERS (2,133 FEET)
 FE2670'BELOW LOWER SCHOOLHOUSE AT LUXORA, 200 METERS (656 FEET) ALONG
 FE2670'NORTH-AND-SOUTH ROAD BACK OF LEVEE AT POINT 530 METERS (1,739 FEET)
 FE2670'ABOVE LEVEE MILEPOST 75/76, 4 METERS (13 FEET) BACK OF EAST-AND-WEST
 FE2670'LANE, AND 0.3 METER (1 FT) EAST OF WEST FENCE ON NORTH-AND-SOUTH
 FE2670'LANE. MARKED BY STANDARD MARK OF MISSISSIPPI RIVER COMMISSION, BRASS
 FE2670'CAP ON STEEL PIPE ABOVE AND COPPER BOLT IN TILE BELOW.
 FE2670'PIPE PROJECTS 18 INCHES ABOVE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2713 ***********************************************************************
 FE2713  DESIGNATION -  LUXORA
 FE2713  PID         -  FE2713
 FE2713  STATE/COUNTY-  AR/MISSISSIPPI
 FE2713  USGS QUAD   -  LUXORA (1972)
 FE2713
 FE2713                         *CURRENT SURVEY CONTROL
 FE2713  ___________________________________________________________________
 FE2713* NAD 83(1997)-  35 45 23.31467(N)    089 55 54.59585(W)     ADJUSTED  
 FE2713* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 FE2713  ___________________________________________________________________
 FE2713  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 FE2713  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE2713
 FE2713  HORZ ORDER  -  THIRD
 FE2713
 FE2713.The horizontal coordinates were established by classical geodetic methods
 FE2713.and adjusted by the National Geodetic Survey in September 1999..
 FE2713
 FE2713.The orthometric height was scaled from a topographic map.
 FE2713
 FE2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2713
 FE2713.The geoid height was determined by GEOID03.
 FE2713
 FE2713;                    North         East     Units Scale Factor Converg.
 FE2713;SPC AR N     -   159,850.543   587,020.359   MT  0.99994044   +1 12 12.5
 FE2713;SPC AR N     -   524,442.99  1,925,915.96   sFT  0.99994044   +1 12 12.5
 FE2713;SPC TN       -   165,037.885   244,518.471   MT  0.99994931   -2 18 06.7
 FE2713;SPC TN       -   541,461.79    802,224.35   sFT  0.99994931   -2 18 06.7
 FE2713;UTM  16      - 3,960,903.832   234,913.953   MT  1.00046600   -1 42 51.1
 FE2713;UTM  15      - 3,961,281.450   777,416.721   MT  1.00054846   +1 47 38.4
 FE2713
 FE2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2713!SPC AR N     -   0.99999257  x   0.99994044  =   0.99993301
 FE2713!SPC TN       -   0.99999257  x   0.99994931  =   0.99994188
 FE2713!UTM  16      -   0.99999257  x   1.00046600  =   1.00045857
 FE2713!UTM  15      -   0.99999257  x   1.00054846  =   1.00054103
 FE2713
 FE2713|---------------------------------------------------------------------|
 FE2713| PID    Reference Object                     Distance      Geod. Az  |
 FE2713|                                                           dddmmss.s |
 FE2713| CG4466 LUXORA RM 1                          25.189 METERS 02059     |
 FE2713| FE2712 LUXORA MUNICIPAL TANK               274.640 METERS 05840     |
 FE2713| CG4467 LUXORA RM 2                          28.658 METERS 16506     |
 FE2713| CG4465 LUXORA AZ MK                                       3513939.2 |
 FE2713|---------------------------------------------------------------------|
 FE2713
 FE2713                          SUPERSEDED SURVEY CONTROL
 FE2713
 FE2713  NAD 83(1997)-  35 45 23.31533(N)    089 55 54.59586(W) AD(       ) 3
 FE2713  NAD 83(1986)-  35 45 23.32611(N)    089 55 54.59434(W) AD(       ) 3
 FE2713  NAD 27      -  35 45 23.04670(N)    089 55 54.28390(W) AD(       ) 3
 FE2713
 FE2713.Superseded values are not recommended for survey control.
 FE2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2713.See file dsdata.txt to determine how the superseded data were derived.
 FE2713
 FE2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3491460904(NAD 83)
 FE2713_MARKER: DS = TRIANGULATION STATION DISK
 FE2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2713
 FE2713  HISTORY     - Date     Condition        Report By
 FE2713  HISTORY     - 1954     MONUMENTED       CGS
 FE2713
 FE2713                          STATION DESCRIPTION
 FE2713
 FE2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2713'THE STATION IS LOCATED IN THE WEST EDGE OF LUXORA, ON THE EASTERN
 FE2713'SIDE OF THE LUXORA PUBLIC SCHOOL GROUNDS, 57 PACES NORTH OF THE
 FE2713'CENTER OF CALHOUN STREET, 75 FEET WEST OF THE CENTER OF THE DRIVEWAY
 FE2713'AND 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2713'SCHOOL.
 FE2713'
 FE2713'THE STATION MARK IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 FE2713'LUXORA 1954.
 FE2713'
 FE2713'R.M. 1 IS 58 FEET EAST OF THE EAST WALL OF THE SCHOOL AND 15 FEET
 FE2713'WEST OF A 48 INCH OAK TREE. THE MARK IS FLUSH WITH THE GROUND AND THE
 FE2713'DISK IS STAMPED LUXORA NO 1 1954.
 FE2713'
 FE2713'R.M. 2 IS 54 FEET NORTH OF THE CENTER OF CALHOUN STREET AND 51 FEET
 FE2713'WEST OF THE CENTER OF THE DRIVEWAY. THE MARK IS FLUSH WITH THE
 FE2713'GROUND AND THE DISK IS STAMPED LUXORA NO 2 1954.
 FE2713'
 FE2713'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON CALHOUN STREET
 FE2713'FOR 0.2 MILE TO U.S. HIGHWAY 61, TURN RIGHT AND GO NORTHEAST ON THE
 FE2713'HIGHWAY FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 FE2713'NORTH ON THE DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 FE2713'LEFT.
 FE2713'
 FE2713'THE AZIMUTH MARK IS 15 FEET WEST OF THE DIRT ROAD, 8 FEET NORTH OF A
 FE2713'DRIVEWAY AND 3 FEET NORTHWEST OF A 4 X 4 INCH WITNESS POST.
 FE2713'THE MARK PROJCTS 4 INCHES AND THE DISK IS STAMPED LUXORA 1954.
 FE2713'
 FE2713'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2712 ***********************************************************************
 FE2712  DESIGNATION -  LUXORA MUNICIPAL TANK
 FE2712  PID         -  FE2712
 FE2712  STATE/COUNTY-  AR/MISSISSIPPI
 FE2712  USGS QUAD   -  LUXORA (1972)
 FE2712
 FE2712                         *CURRENT SURVEY CONTROL
 FE2712  ___________________________________________________________________
 FE2712* NAD 83(1997)-  35 45 27.94896(N)    089 55 45.25839(W)     ADJUSTED  
 FE2712* NAVD 88     -                                                        
 FE2712  ___________________________________________________________________
 FE2712  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 FE2712  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE2712
 FE2712  HORZ ORDER  -  THIRD
 FE2712
 FE2712.The horizontal coordinates were established by classical geodetic methods
 FE2712.and adjusted by the National Geodetic Survey in September 1999..
 FE2712
 FE2712
 FE2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2712
 FE2712.The geoid height was determined by GEOID03.
 FE2712
 FE2712;                    North         East     Units Scale Factor Converg.
 FE2712;SPC AR N     -   159,998.265   587,251.867   MT  0.99994050   +1 12 17.9
 FE2712;SPC AR N     -   524,927.64  1,926,675.50   sFT  0.99994050   +1 12 17.9
 FE2712;SPC TN       -   165,171.177   244,758.581   MT  0.99994928   -2 18 01.2
 FE2712;SPC TN       -   541,899.10    803,012.11   sFT  0.99994928   -2 18 01.2
 FE2712;UTM  16      - 3,961,039.649   235,152.806   MT  1.00046444   -1 42 45.8
 FE2712;UTM  15      - 3,961,431.641   777,646.835   MT  1.00055003   +1 47 44.1
 FE2712
 FE2712                          SUPERSEDED SURVEY CONTROL
 FE2712
 FE2712  NAD 83(1997)-  35 45 27.94936(N)    089 55 45.25862(W) AD(       ) 4
 FE2712  NAD 83(1986)-  35 45 27.96010(N)    089 55 45.25653(W) AD(       ) 4
 FE2712  NAD 27      -  35 45 27.68300(N)    089 55 44.94600(W) AD(       ) 3
 FE2712
 FE2712.Superseded values are not recommended for survey control.
 FE2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2712.See file dsdata.txt to determine how the superseded data were derived.
 FE2712
 FE2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3515361040(NAD 83)
 FE2712_MARKER: 53 = ELEVATED TANK
 FE2712
 FE2712  HISTORY     - Date     Condition        Report By
 FE2712  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2712  HISTORY     - 1980     GOOD             NGS
 FE2712  HISTORY     - 1987     GOOD             USPSQD
 FE2712
 FE2712                          STATION DESCRIPTION
 FE2712
 FE2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2712'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF LUXORA.  IT IS AN
 FE2712'ELEVATED STEEL TANK, SUPPORTED ON FOUR LEGS, ALUMINUM IN COLOR,
 FE2712'AND ABOUT 125 FEET HIGH.  THE POINT OBSERVED ON WAS THE APEX OF THE
 FE2712'ROOF OF THE TANK.
 FE2712
 FE2712                          STATION RECOVERY (1980)
 FE2712
 FE2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 FE2712'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FE2712'THE STATION, LUXORA MUNICIPAL WATER TANK, IS APEX OF
 FE2712'ROOF.  IT IS A CYLINDRICAL BODY, CONICAL SHAPED ROOF,
 FE2712'HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TRUSS-WORK LEGS,
 FE2712'PAINTED SILVER AND IS 38.1 METERS IN HEIGHT.
 FE2712'
 FE2712'THE STATION IS LOCATED IN THE NORTH SECTION OF LUXORA AND
 FE2712'IS OWNED AND MAINTAINED BY THE COMMUNITY OF LUXORA.
 FE2712
 FE2712                          STATION RECOVERY (1987)
 FE2712
 FE2712'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2717 ***********************************************************************
 FE2717  DESIGNATION -  LUXORA SW BELL RAD MAST
 FE2717  PID         -  FE2717
 FE2717  STATE/COUNTY-  AR/MISSISSIPPI
 FE2717  USGS QUAD   -  LUXORA (1972)
 FE2717
 FE2717                         *CURRENT SURVEY CONTROL
 FE2717  ___________________________________________________________________
 FE2717* NAD 83(1997)-  35 45 54.90452(N)    089 55 54.87527(W)     ADJUSTED  
 FE2717* NAVD 88     -                                                        
 FE2717  ___________________________________________________________________
 FE2717  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 FE2717  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE2717
 FE2717  HORZ ORDER  -  THIRD
 FE2717
 FE2717.The horizontal coordinates were established by classical geodetic methods
 FE2717.and adjusted by the National Geodetic Survey in September 1999..
 FE2717
 FE2717
 FE2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2717
 FE2717.The geoid height was determined by GEOID03.
 FE2717
 FE2717;                    North         East     Units Scale Factor Converg.
 FE2717;SPC AR N     -   160,823.745   586,992.894   MT  0.99994091   +1 12 12.3
 FE2717;SPC AR N     -   527,635.90  1,925,825.85   sFT  0.99994091   +1 12 12.3
 FE2717;SPC TN       -   166,010.954   244,550.561   MT  0.99994912   -2 18 06.8
 FE2717;SPC TN       -   544,654.27    802,329.63   sFT  0.99994912   -2 18 06.8
 FE2717;UTM  16      - 3,961,877.681   234,936.075   MT  1.00046586   -1 42 52.6
 FE2717;UTM  15      - 3,962,254.908   777,379.202   MT  1.00054820   +1 47 39.6
 FE2717
 FE2717                          SUPERSEDED SURVEY CONTROL
 FE2717
 FE2717  NAD 83(1997)-  35 45 54.90496(N)    089 55 54.87511(W) AD(       ) 4
 FE2717  NAD 83(1986)-  35 45 54.91540(N)    089 55 54.87332(W) AD(       ) 4
 FE2717  NAD 27      -  35 45 54.64214(N)    089 55 54.55866(W) AD(       ) 3
 FE2717
 FE2717.Superseded values are not recommended for survey control.
 FE2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2717.See file dsdata.txt to determine how the superseded data were derived.
 FE2717
 FE2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3493661878(NAD 83)
 FE2717_MARKER: 42 = RADIO/TV MAST
 FE2717
 FE2717  HISTORY     - Date     Condition        Report By
 FE2717  HISTORY     - 1979     FIRST OBSERVED   NGS
 FE2717
 FE2717                          STATION DESCRIPTION
 FE2717
 FE2717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2717'THE STATION, LUXORA SOUTHWESTERN BELL RADIO MAST, IS THE
 FE2717'RED LIGHT, TOP CENTER.  IT IS A GUYED, TRUSS-WORK
 FE2717'MAST, PAINTED RED AND WHITE, AND HAS AN OVERALL HEIGHT
 FE2717'OF 64 METERS.
 FE2717'
 FE2717'THE STATION IS LOCATED ABOUT 0.8 KM NORTHWEST OF LUXORA
 FE2717'AND IS OWNED BY SOUTHWESTERN BELL SYSTEM.
 FE2717'
 FE2717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 FE2717'AND STATE HIGHWAY 158 AT THE WEST EDGE OF LUXORA, GO NORTH
 FE2717'ON U.S. HIGHWAY 61 FOR 0.8 KM (0.5 MI) TO A SIDE ROAD LEFT.
 FE2717'TURN LEFT AND GO WEST FOR 0.32 KM (0.2 MI) TO THE STATION
 FE2717'ON THE RIGHT.
 FE2717'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0861 ***********************************************************************
 GE0861  DESIGNATION -  LYNN
 GE0861  PID         -  GE0861
 GE0861  STATE/COUNTY-  AR/LAWRENCE
 GE0861  USGS QUAD   -  SMITHVILLE (1981)
 GE0861
 GE0861                         *CURRENT SURVEY CONTROL
 GE0861  ___________________________________________________________________
 GE0861* NAD 83(1997)-  36 01 56.60794(N)    091 15 19.92887(W)     ADJUSTED  
 GE0861* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 GE0861  ___________________________________________________________________
 GE0861  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 GE0861  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GE0861
 GE0861  HORZ ORDER  -  FIRST
 GE0861
 GE0861.The horizontal coordinates were established by classical geodetic methods
 GE0861.and adjusted by the National Geodetic Survey in September 1999..
 GE0861
 GE0861.The orthometric height was scaled from a topographic map.
 GE0861
 GE0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0861
 GE0861.The geoid height was determined by GEOID03.
 GE0861
 GE0861;                    North         East     Units Scale Factor Converg.
 GE0861;SPC AR N     -   188,753.191   467,093.288   MT  0.99996645   +0 25 59.5
 GE0861;SPC AR N     -   619,267.76  1,532,455.23   sFT  0.99996645   +0 25 59.5
 GE0861;UTM  15      - 3,988,948.799   657,167.636   MT  0.99990437   +1 01 35.0
 GE0861
 GE0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0861!SPC AR N     -   0.99998416  x   0.99996645  =   0.99995061
 GE0861!UTM  15      -   0.99998416  x   0.99990437  =   0.99988853
 GE0861
 GE0861|---------------------------------------------------------------------|
 GE0861| PID    Reference Object                     Distance      Geod. Az  |
 GE0861|                                                           dddmmss.s |
 GE0861| CI2412 LYNN RM 1                            33.195 METERS 00338     |
 GE0861| GE0858 IMBODEN LOOKOUT TOWER 14 3          APPROX.15.5 KM 0173551.9 |
 GE0861| CI2411 LYNN AZ MK                                         1795549.6 |
 GE0861| CI2413 LYNN RM 2                            30.838 METERS 26935     |
 GE0861|---------------------------------------------------------------------|
 GE0861
 GE0861                          SUPERSEDED SURVEY CONTROL
 GE0861
 GE0861  NAD 83(1986)-  36 01 56.61875(N)    091 15 19.92821(W) AD(       ) 1
 GE0861  NAD 27      -  36 01 56.36200(N)    091 15 19.45960(W) AD(       ) 1
 GE0861
 GE0861.Superseded values are not recommended for survey control.
 GE0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0861.See file dsdata.txt to determine how the superseded data were derived.
 GE0861
 GE0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5716888949(NAD 83)
 GE0861_MARKER: DS = TRIANGULATION STATION DISK
 GE0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0861
 GE0861  HISTORY     - Date     Condition        Report By
 GE0861  HISTORY     - 1953     MONUMENTED       CGS
 GE0861
 GE0861                          STATION DESCRIPTION
 GE0861
 GE0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0861'THE STATION IS LOCATED ABOUT 2 MILES NORTH NORTHWEST OF LYNN,
 GE0861'ON THE ROAD RIGHT-OF-WAY, 51 FEET NORTHEAST OF AN OAK TREE WITH
 GE0861'A TRIANGLE BLAZE, 20 FEET EAST OF THE CENTER OF A TRACK
 GE0861'ROAD AND 8 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 GE0861'4 INCHES AND IS STAMPED LYNN 1953.
 GE0861'
 GE0861'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTER OF A TRACK
 GE0861'ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 GE0861'6 INCHES AND IS STAMPED LYNN NO 1 1953.
 GE0861'
 GE0861'REFERENCE MARK NO. 2 IS 82 FEET WEST OF THE CENTER OF A TRACK
 GE0861'ROAD, 79 FEET NORTHWEST OF THE OAK TREE WITH THE TRIANGLE
 GE0861'BLAZE AND IT IS 2.5 FEET LOWER THAN THE STATION.  IT PROJECTS
 GE0861'4 INCHES AND IS STAMPED LYNN NO 2 1953.
 GE0861'
 GE0861'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 153.74 FEET.
 GE0861'
 GE0861'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A FARMYARD, 60 FEET
 GE0861'WEST OF THE CENTER OF A GRAVELED ROAD, 21 FEET SOUTHWEST
 GE0861'OF AN OAK TREE ABOUT 4 FEET IN DIAMETER AND 1.5 FEET NORTH
 GE0861'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED
 GE0861'LYNN 1953.
 GE0861'
 GE0861'TO REACH THE STATION FROM THE POST OFFICE IN LYNN GO WEST
 GE0861'ON GRAVELED ROAD FOR 0.2 MILE TO A T-ROAD RIGHT, TURN RIGHT
 GE0861'AND GO NORTH FOR 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT
 GE0861'AS DESCRIBED, CONTINUE NORTH ON GRAVELED ROAD FOR 0.3 MILE
 GE0861'TO A POINT WHERE MAIN ROAD TURNS EAST, CONTINUE STRAIGHT AHEAD
 GE0861'FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GE0861'
 GE0861'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0482 ***********************************************************************
 EJ0482  DESIGNATION -  M
 EJ0482  PID         -  EJ0482
 EJ0482  STATE/COUNTY-  AR/JEFFERSON
 EJ0482  USGS QUAD   -  PINE BLUFF (1984)
 EJ0482
 EJ0482                         *CURRENT SURVEY CONTROL
 EJ0482  ___________________________________________________________________
 EJ0482* NAD 83(1986)-  34 13 34.     (N)    092 01 13.     (W)     SCALED    
 EJ0482* NAVD 88     -        69.676  (meters)     228.60   (feet)  ADJUSTED  
 EJ0482  ___________________________________________________________________
 EJ0482  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ0482  DYNAMIC HT  -          69.608 (meters)     228.37  (feet)  COMP
 EJ0482  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EJ0482
 EJ0482  VERT ORDER  -  FIRST     CLASS II
 EJ0482
 EJ0482.The horizontal coordinates were scaled from a topographic map and have
 EJ0482.an estimated accuracy of +/- 6 seconds.
 EJ0482
 EJ0482.The orthometric height was determined by differential leveling
 EJ0482.and adjusted by the National Geodetic Survey in June 1991..
 EJ0482.WARNING-Repeat measurements at this control monument indicate possible
 EJ0482.vertical movement.
 EJ0482
 EJ0482.The geoid height was determined by GEOID03.
 EJ0482
 EJ0482.The dynamic height is computed by dividing the NAVD 88
 EJ0482.geopotential number by the normal gravity value computed on the
 EJ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0482.degrees latitude (g = 980.6199 gals.).
 EJ0482
 EJ0482.The modeled gravity was interpolated from observed gravity values.
 EJ0482
 EJ0482;                    North         East    Units  Estimated Accuracy
 EJ0482;SPC AR S     -   572,960.      398,130.      MT  (+/- 180 meters Scaled)
 EJ0482
 EJ0482                          SUPERSEDED SURVEY CONTROL
 EJ0482
 EJ0482  NGVD 29 (??/??/92)   69.762  (m)          228.88   (f) ADJ UNCH    1 2
 EJ0482
 EJ0482.Superseded values are not recommended for survey control.
 EJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0482.See file dsdata.txt to determine how the superseded data were derived.
 EJ0482
 EJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT902876(NAD 83)
 EJ0482_MARKER: Z = SEE DESCRIPTION
 EJ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0482+STABILITY: SURFACE MOTION
 EJ0482
 EJ0482  HISTORY     - Date     Condition        Report By
 EJ0482  HISTORY     - UNK      MONUMENTED       CGS
 EJ0482  HISTORY     - 1938     GOOD             NGS
 EJ0482  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0482  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0482
 EJ0482                          STATION DESCRIPTION
 EJ0482
 EJ0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 EJ0482'IN PINE BLUFF.
 EJ0482'AT PINE BLUFF, JEFFERSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 1
 EJ0482'MILE WEST OF THE UNION STATION, AT THE WEST CITY LIMITS, 700 FEET WEST
 EJ0482'OF THE ARKANSAS LIGHT AND POWER CO. BUILDING, 150 FEET EAST OF THE
 EJ0482'SOUTHEAST CORNER OF THE M.P.R.R. BASEBALL PARK, 54 FEET EAST OF POLE
 EJ0482'387+13, 58 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 10 FEET
 EJ0482'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 5 FEET EAST OF A 12-INCH SWEETGUM
 EJ0482'TREE.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM CUT
 EJ0482'IN THE TOP OF A CONCRETE POST.
 EJ0482
 EJ0482                          STATION RECOVERY (1962)
 EJ0482
 EJ0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0482'MARK NOT FOUND.
 EJ0482
 EJ0482                          STATION RECOVERY (1984)
 EJ0482
 EJ0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0482'MARK NOT RECOVERED.  THE AREA DESCRIBED HAS BEEN CLEARED.  THE MARK IS
 EJ0482'BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0562 ***********************************************************************
 GE0562  DESIGNATION -  M 1
 GE0562  PID         -  GE0562
 GE0562  STATE/COUNTY-  AR/FULTON
 GE0562  USGS QUAD   -  STUART (1981)
 GE0562
 GE0562                         *CURRENT SURVEY CONTROL
 GE0562  ___________________________________________________________________
 GE0562* NAD 83(1986)-  36 21 52.     (N)    091 30 40.     (W)     SCALED    
 GE0562* NAVD 88     -       118.252  (meters)     387.97   (feet)  ADJUSTED  
 GE0562  ___________________________________________________________________
 GE0562  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE0562  DYNAMIC HT  -         118.153 (meters)     387.64  (feet)  COMP
 GE0562  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 GE0562
 GE0562  VERT ORDER  -  FIRST     CLASS II
 GE0562
 GE0562.The horizontal coordinates were scaled from a topographic map and have
 GE0562.an estimated accuracy of +/- 6 seconds.
 GE0562
 GE0562.The orthometric height was determined by differential leveling
 GE0562.and adjusted by the National Geodetic Survey in June 1991..
 GE0562
 GE0562.The geoid height was determined by GEOID03.
 GE0562
 GE0562.The dynamic height is computed by dividing the NAVD 88
 GE0562.geopotential number by the normal gravity value computed on the
 GE0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0562.degrees latitude (g = 980.6199 gals.).
 GE0562
 GE0562.The modeled gravity was interpolated from observed gravity values.
 GE0562
 GE0562;                    North         East    Units  Estimated Accuracy
 GE0562;SPC AR N     -   225,450.      443,880.      MT  (+/- 180 meters Scaled)
 GE0562
 GE0562                          SUPERSEDED SURVEY CONTROL
 GE0562
 GE0562  NGVD 29 (??/??/92)  118.140  (m)          387.60   (f) ADJ UNCH    1 2
 GE0562
 GE0562.Superseded values are not recommended for survey control.
 GE0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0562.See file dsdata.txt to determine how the superseded data were derived.
 GE0562
 GE0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA335254(NAD 83)
 GE0562_MARKER: DB = BENCH MARK DISK
 GE0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0562_SP_SET: CULVERT
 GE0562_STAMPING: M 1 1928
 GE0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0562
 GE0562  HISTORY     - Date     Condition        Report By
 GE0562  HISTORY     - 1928     MONUMENTED       CGS
 GE0562  HISTORY     - 1961     MARK NOT FOUND   NGS
 GE0562
 GE0562                          STATION DESCRIPTION
 GE0562
 GE0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0562'2.2 MI S FROM MANY ISLANDS.
 GE0562'2.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0562'THE STATION AT MANY ISLANDS, FULTON COUNTY, OPPOSITE POLE 353/23,
 GE0562'5.2 FEET SOUTH OF THE SOUTH END OF THE EAST HEADWALL OF A NEW
 GE0562'(1931) CULVERT OVER DRAIN, IN THE OLD WING WALL OF THE OLD
 GE0562'CULVERT, 1 FOOT EAST OF THE OLD HEADWALL, 2.6 FEET BELOW THE
 GE0562'SOUTH END OF THE EAST HEADWALL OF THE OLD CULVERT, 1.7 FEET
 GE0562'BELOW THE SOUTH END OF THE EAST HEADWALL OF THE NEW CULVERT, AND
 GE0562'3.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GE0562'STAMPED M 1 19289  NOTE-- THE OLD CULVERT WAS REBUILT IN 1931
 GE0562'AND THE BENCH MARK WAS COVERED WITH CHAT AND ROUGH CONCRETE.
 GE0562'LATER THE CONCRETE WAS CHIPPED OFF AND THE MARK WAS FOUND IN
 GE0562'THE OLD MASONRY.
 GE0562
 GE0562                          STATION RECOVERY (1961)
 GE0562
 GE0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GE0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1462 ***********************************************************************
 EJ1462  DESIGNATION -  M 1
 EJ1462  PID         -  EJ1462
 EJ1462  STATE/COUNTY-  AR/POLK
 EJ1462  USGS QUAD   -  BIG FORK (1980)
 EJ1462
 EJ1462                         *CURRENT SURVEY CONTROL
 EJ1462  ___________________________________________________________________
 EJ1462* NAD 83(1986)-  34 28 32.     (N)    093 57 49.     (W)     SCALED    
 EJ1462* NAVD 88     -       328.868  (meters)    1078.96   (feet)  ADJUSTED  
 EJ1462  ___________________________________________________________________
 EJ1462  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EJ1462  DYNAMIC HT  -         328.520 (meters)    1077.82  (feet)  COMP
 EJ1462  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 EJ1462
 EJ1462  VERT ORDER  -  SECOND    CLASS 0
 EJ1462
 EJ1462.The horizontal coordinates were scaled from a topographic map and have
 EJ1462.an estimated accuracy of +/- 6 seconds.
 EJ1462
 EJ1462.The orthometric height was determined by differential leveling
 EJ1462.and adjusted by the National Geodetic Survey in June 1991..
 EJ1462
 EJ1462.The geoid height was determined by GEOID03.
 EJ1462
 EJ1462.The dynamic height is computed by dividing the NAVD 88
 EJ1462.geopotential number by the normal gravity value computed on the
 EJ1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1462.degrees latitude (g = 980.6199 gals.).
 EJ1462
 EJ1462.The modeled gravity was interpolated from observed gravity values.
 EJ1462
 EJ1462;                    North         East    Units  Estimated Accuracy
 EJ1462;SPC AR S     -   602,360.      219,630.      MT  (+/- 180 meters Scaled)
 EJ1462
 EJ1462                          SUPERSEDED SURVEY CONTROL
 EJ1462
 EJ1462  NGVD 29 (??/??/92)  328.795  (m)         1078.72   (f) ADJ UNCH    2 0
 EJ1462
 EJ1462.Superseded values are not recommended for survey control.
 EJ1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1462.See file dsdata.txt to determine how the superseded data were derived.
 EJ1462
 EJ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU115153(NAD 83)
 EJ1462_MARKER: DB = BENCH MARK DISK
 EJ1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1462_STAMPING: M 1 1934
 EJ1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1462+STABILITY: SURFACE MOTION
 EJ1462
 EJ1462  HISTORY     - Date     Condition        Report By
 EJ1462  HISTORY     - 1934     MONUMENTED       CGS
 EJ1462  HISTORY     - 1935     GOOD             NGS
 EJ1462  HISTORY     - 1961     GOOD             NGS
 EJ1462
 EJ1462                          STATION DESCRIPTION
 EJ1462
 EJ1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1462'0.8 MI SE FROM BIG FORK.
 EJ1462'0.8 MILE SOUTHEAST OF, FROM BUTCHERKNIFE CREEK BRIDGE.  LOCATED IN THE
 EJ1462'SE 1/4 OF THE NW 1/4 OF S 23, T 3 S, R 28 W.  45 FT. SOUTH OF SCHOOL
 EJ1462'HOUSE ON SOUTHWEST SIDE OF HWY NO. 8 RUNNING NORTHWEST AND SOUTHEAST.
 EJ1462'98 FT EAST AND 44 FT. SOUTH OF NORTHEAST CORNER OF WHITE HOUSE OF J.
 EJ1462'D. HUDGENOS.  30 FT. WEST OF CENTERLINE OF HWY.  MARK IS STANDARD
 EJ1462'TABLET SET IN CONCRETE POST.  NOTE-- ABOUT 100 FT S OF A STUCCO HOUSE,
 EJ1462'ABOUT 54 FT WSW OF THE CENTERLINE OF THE HIGHWAY AND 11 FT SW AND 5 FT
 EJ1462'SE OF A CORNER POST.
 EJ1462
 EJ1462                          STATION RECOVERY (1961)
 EJ1462
 EJ1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1427 ***********************************************************************
 EJ1427  DESIGNATION -  M 10
 EJ1427  PID         -  EJ1427
 EJ1427  STATE/COUNTY-  AR/PIKE
 EJ1427  USGS QUAD   -  NEWHOPE (1969)
 EJ1427
 EJ1427                         *CURRENT SURVEY CONTROL
 EJ1427  ___________________________________________________________________
 EJ1427* NAD 83(1986)-  34 14 39.     (N)    093 54 42.     (W)     SCALED    
 EJ1427* NAVD 88     -       239.957  (meters)     787.26   (feet)  ADJUSTED  
 EJ1427  ___________________________________________________________________
 EJ1427  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EJ1427  DYNAMIC HT  -         239.711 (meters)     786.45  (feet)  COMP
 EJ1427  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 EJ1427
 EJ1427  VERT ORDER  -  SECOND    CLASS 0
 EJ1427
 EJ1427.The horizontal coordinates were scaled from a topographic map and have
 EJ1427.an estimated accuracy of +/- 6 seconds.
 EJ1427
 EJ1427.The orthometric height was determined by differential leveling
 EJ1427.and adjusted by the National Geodetic Survey in June 1991..
 EJ1427
 EJ1427.The geoid height was determined by GEOID03.
 EJ1427
 EJ1427.The dynamic height is computed by dividing the NAVD 88
 EJ1427.geopotential number by the normal gravity value computed on the
 EJ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1427.degrees latitude (g = 980.6199 gals.).
 EJ1427
 EJ1427.The modeled gravity was interpolated from observed gravity values.
 EJ1427
 EJ1427;                    North         East    Units  Estimated Accuracy
 EJ1427;SPC AR S     -   576,610.      223,920.      MT  (+/- 180 meters Scaled)
 EJ1427
 EJ1427                          SUPERSEDED SURVEY CONTROL
 EJ1427
 EJ1427  NGVD 29 (??/??/92)  239.916  (m)          787.12   (f) ADJ UNCH    2 0
 EJ1427
 EJ1427.Superseded values are not recommended for survey control.
 EJ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1427.See file dsdata.txt to determine how the superseded data were derived.
 EJ1427
 EJ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT160896(NAD 83)
 EJ1427_MARKER: DB = BENCH MARK DISK
 EJ1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1427_STAMPING: M-10 1934
 EJ1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1427+STABILITY: SURFACE MOTION
 EJ1427
 EJ1427  HISTORY     - Date     Condition        Report By
 EJ1427  HISTORY     - 1934     MONUMENTED       CGS
 EJ1427  HISTORY     - 1935     GOOD             NGS
 EJ1427  HISTORY     - 1962     GOOD             NGS
 EJ1427
 EJ1427                          STATION DESCRIPTION
 EJ1427
 EJ1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1427'2.5 MI NW FROM NEW HOPE.
 EJ1427'2.5 MILES NORTHWEST OF, ON THE ATHENS ROAD, FROM J.M. BELLS SERVICE
 EJ1427'STATION.  IN SW 1/4 OF SE 1/4, SEC. 7, T. 4 S., R. 27 W., IN FIELD OF
 EJ1427'A. B. MOORE AND OPPOSITE FORK OF ROCKY HOLLOW ROAD.  60 FEET WEST OF
 EJ1427'CENTERLINE OF THE ATHENS ROAD.  400 FEET N. AND 420 FEET WEST OF
 EJ1427'CONCRETE WELL AT C. J. MOORES FARMHOUSE.  NOTE-- MARK IS ABOUT 12 FT W
 EJ1427'OF RIGHT-OF-WAY FENCE.
 EJ1427
 EJ1427                          STATION RECOVERY (1962)
 EJ1427
 EJ1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0900 ***********************************************************************
 FF0900  DESIGNATION -  M 10 2
 FF0900  PID         -  FF0900
 FF0900  STATE/COUNTY-  AR/POINSETT
 FF0900  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0900
 FF0900                         *CURRENT SURVEY CONTROL
 FF0900  ___________________________________________________________________
 FF0900* NAD 83(1986)-  35 33 52.     (N)    090 47 03.     (W)     SCALED    
 FF0900* NAVD 88     -        73.644  (meters)     241.61   (feet)  ADJUSTED  
 FF0900  ___________________________________________________________________
 FF0900  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FF0900  DYNAMIC HT  -          73.580 (meters)     241.40  (feet)  COMP
 FF0900  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 FF0900
 FF0900  VERT ORDER  -  FIRST     CLASS II
 FF0900
 FF0900.The horizontal coordinates were scaled from a topographic map and have
 FF0900.an estimated accuracy of +/- 6 seconds.
 FF0900
 FF0900.The orthometric height was determined by differential leveling
 FF0900.and adjusted by the National Geodetic Survey in June 1991..
 FF0900
 FF0900.The geoid height was determined by GEOID03.
 FF0900
 FF0900.The dynamic height is computed by dividing the NAVD 88
 FF0900.geopotential number by the normal gravity value computed on the
 FF0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0900.degrees latitude (g = 980.6199 gals.).
 FF0900
 FF0900.The modeled gravity was interpolated from observed gravity values.
 FF0900
 FF0900;                    North         East    Units  Estimated Accuracy
 FF0900;SPC AR N     -   137,260.      510,210.      MT  (+/- 180 meters Scaled)
 FF0900
 FF0900                          SUPERSEDED SURVEY CONTROL
 FF0900
 FF0900  NGVD 29 (??/??/??)   73.588  (m)          241.43   (f) ADJUSTED    1 2
 FF0900
 FF0900.Superseded values are not recommended for survey control.
 FF0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0900.See file dsdata.txt to determine how the superseded data were derived.
 FF0900
 FF0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV008379(NAD 83)
 FF0900_MARKER: DD = SURVEY DISK
 FF0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0900_STAMPING: M-1C-2
 FF0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0900+STABILITY: SURFACE MOTION
 FF0900
 FF0900  HISTORY     - Date     Condition        Report By
 FF0900  HISTORY     - UNK      MONUMENTED       DOD
 FF0900  HISTORY     - 1956     GOOD             CGS
 FF0900  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FF0900
 FF0900                          STATION DESCRIPTION
 FF0900
 FF0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0900'3.4 MI W FROM HARRISBURG.
 FF0900'3.45 MILES WEST ALONG STATE HIGHWAY 14 FROM THE FIRST BAPTIST
 FF0900'CHURCH AT HARRISBURG, ABOUT 0.5 MILE EAST OF BRIDGE OVER
 FF0900'L ANGUILLE RIVER, AT A NORTH-SOUTH CROSSROAD, 63 FEET NORTH OF
 FF0900'CENTER LINE OF HIGHWAY, 91 FEET WEST OF CENTER LINE OF NORTH-SOUTH
 FF0900'ROAD, 64 FEET SOUTH OF SOUTHWEST CORNER OF A SMALL HOUSE, 87 FEET
 FF0900'NORTHWEST OF WEST END OF A 24-INCH CORRUGATED PIPE CULVERT UNDER
 FF0900'ROAD NORTH, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0900'2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FF0900'POST PROJECTING 2 INCHES.  NOTE-- THE CONCRETE POST HAS BEEN
 FF0900'CHIPPED AND DISK IS BATTERED.  MARK IS SOLID IN GROUND AND WILL
 FF0900'PROBABLY HOLD ITS PRESENT ELEVATION.
 FF0900
 FF0900                          STATION RECOVERY (2002)
 FF0900
 FF0900'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0900'AREA HAS BEEN GRADED BY LOCAL LAND LEVELER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0839 ***********************************************************************
 FF0839  DESIGNATION -  M 10 37
 FF0839  PID         -  FF0839
 FF0839  STATE/COUNTY-  AR/POINSETT
 FF0839  USGS QUAD   -  WEINER (1980)
 FF0839
 FF0839                         *CURRENT SURVEY CONTROL
 FF0839  ___________________________________________________________________
 FF0839* NAD 83(1986)-  35 37 10.     (N)    090 53 55.     (W)     SCALED    
 FF0839* NAVD 88     -        75.531  (meters)     247.80   (feet)  ADJUSTED  
 FF0839  ___________________________________________________________________
 FF0839  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF0839  DYNAMIC HT  -          75.465 (meters)     247.59  (feet)  COMP
 FF0839  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FF0839
 FF0839  VERT ORDER  -  FIRST     CLASS II
 FF0839
 FF0839.The horizontal coordinates were scaled from a topographic map and have
 FF0839.an estimated accuracy of +/- 6 seconds.
 FF0839
 FF0839.The orthometric height was determined by differential leveling
 FF0839.and adjusted by the National Geodetic Survey in June 1991..
 FF0839
 FF0839.The geoid height was determined by GEOID03.
 FF0839
 FF0839.The dynamic height is computed by dividing the NAVD 88
 FF0839.geopotential number by the normal gravity value computed on the
 FF0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0839.degrees latitude (g = 980.6199 gals.).
 FF0839
 FF0839.The modeled gravity was interpolated from observed gravity values.
 FF0839
 FF0839;                    North         East    Units  Estimated Accuracy
 FF0839;SPC AR N     -   143,240.      499,770.      MT  (+/- 180 meters Scaled)
 FF0839
 FF0839                          SUPERSEDED SURVEY CONTROL
 FF0839
 FF0839  NGVD 29 (??/??/??)   75.469  (m)          247.60   (f) ADJUSTED    1 2
 FF0839
 FF0839.Superseded values are not recommended for survey control.
 FF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0839.See file dsdata.txt to determine how the superseded data were derived.
 FF0839
 FF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV903437(NAD 83)
 FF0839_MARKER: DD = SURVEY DISK
 FF0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0839_STAMPING: M-10-37
 FF0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0839+STABILITY: SURFACE MOTION
 FF0839
 FF0839  HISTORY     - Date     Condition        Report By
 FF0839  HISTORY     - UNK      MONUMENTED       DOD
 FF0839  HISTORY     - 1956     GOOD             CGS
 FF0839  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0839
 FF0839                          STATION DESCRIPTION
 FF0839
 FF0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0839'AT WEINER.
 FF0839'AT WEINER, ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, 44 FEET EAST
 FF0839'OF EAST RAIL OF MAIN TRACK, 11 FEET EAST OF EAST RAIL OF EAST
 FF0839'SIDE TRACK, 83 FEET WEST OF CENTER LINE OF STATE HIGHWAY 39,
 FF0839'75 FEET EAST-SOUTHEAST AND ACROSS TRACK FROM THE SOUTHEAST CORNER
 FF0839'OF STATION, 29 FEET SOUTH OF TELEPHONE POLE NO. 145/13, 96 FEET
 FF0839'NORTH OF A CROSSING SIGNAL FLASHER LIGHT, 120 FEET NORTH OF
 FF0839'CENTER LINE OF AN EAST-WEST BLACK TOP STREET, ABOUT 2 FEET BELOW
 FF0839'LEVEL OF MAIN TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0839'FLUSH WITH GROUND.
 FF0839
 FF0839                          STATION RECOVERY (1976)
 FF0839
 FF0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0906 ***********************************************************************
 FF0906  DESIGNATION -  M 10 95
 FF0906  PID         -  FF0906
 FF0906  STATE/COUNTY-  AR/POINSETT
 FF0906  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0906
 FF0906                         *CURRENT SURVEY CONTROL
 FF0906  ___________________________________________________________________
 FF0906* NAD 83(1997)-  35 33 53.43191(N)    090 49 44.04581(W)     ADJUSTED  
 FF0906* NAVD 88     -        73.171  (meters)     240.06   (feet)  ADJUSTED  
 FF0906  ___________________________________________________________________
 FF0906  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 FF0906  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0906  DYNAMIC HT  -          73.107 (meters)     239.85  (feet)  COMP
 FF0906  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 FF0906
 FF0906  HORZ ORDER  -  THIRD
 FF0906  VERT ORDER  -  FIRST     CLASS II
 FF0906
 FF0906.The horizontal coordinates were established by classical geodetic methods
 FF0906.and adjusted by the National Geodetic Survey in September 1999..
 FF0906.No horizontal observational check was made to the station.
 FF0906
 FF0906.The orthometric height was determined by differential leveling
 FF0906.and adjusted by the National Geodetic Survey in June 1991..
 FF0906
 FF0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0906
 FF0906.The geoid height was determined by GEOID03.
 FF0906
 FF0906.The dynamic height is computed by dividing the NAVD 88
 FF0906.geopotential number by the normal gravity value computed on the
 FF0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0906.degrees latitude (g = 980.6199 gals.).
 FF0906
 FF0906.The modeled gravity was interpolated from observed gravity values.
 FF0906
 FF0906;                    North         East     Units Scale Factor Converg.
 FF0906;SPC AR N     -   137,256.668   506,158.287   MT  0.99993599   +0 40 53.3
 FF0906;SPC AR N     -   450,316.25  1,660,620.98   sFT  0.99993599   +0 40 53.3
 FF0906;UTM  15      - 3,937,853.692   696,760.635   MT  1.00007710   +1 15 47.4
 FF0906
 FF0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0906!SPC AR N     -   0.99999285  x   0.99993599  =   0.99992884
 FF0906!UTM  15      -   0.99999285  x   1.00007710  =   1.00006995
 FF0906
 FF0906                          SUPERSEDED SURVEY CONTROL
 FF0906
 FF0906  NAD 83(1997)-  35 33 53.43436(N)    090 49 44.04498(W) AD(       ) 3
 FF0906  NAD 83(1986)-  35 33 53.44497(N)    090 49 44.04500(W) AD(       ) 3
 FF0906  NAD 27      -  35 33 53.15570(N)    090 49 43.63230(W) AD(       ) 3
 FF0906  NGVD 29 (??/??/??)   73.114  (m)          239.87   (f) ADJUSTED    1 2
 FF0906
 FF0906.Superseded values are not recommended for survey control.
 FF0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0906.See file dsdata.txt to determine how the superseded data were derived.
 FF0906
 FF0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9676137854(NAD 83)
 FF0906_MARKER: DD = SURVEY DISK
 FF0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0906_STAMPING: M 10 STA 95
 FF0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0906+STABILITY: SURFACE MOTION
 FF0906
 FF0906  HISTORY     - Date     Condition        Report By
 FF0906  HISTORY     - 1954     MONUMENTED       USE
 FF0906  HISTORY     - 1956     GOOD             CGS
 FF0906  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FF0906
 FF0906                          STATION DESCRIPTION
 FF0906
 FF0906'DESCRIBED BY US ENGINEERS 1954 (JCM)
 FF0906'THE STATION IS IN SECTION 25, T 11 N, R 2 W, ABOUT 6 MILES WEST
 FF0906'OF HARRISBURG AND 6 MILES EAST OF WALDENBURG ON LAND OWNED
 FF0906'BY RAY HUFFMAN.  IT IS 21 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 FF0906'24 FEET NORTH OF A POWER LINE POLE AND 15 FEET EAST OF THE CENTER
 FF0906'OF A ROAD.
 FF0906'
 FF0906'THE MARK IS A STANDARD U.S. ARMY DEPARTMENT OF ENGINEERS DISK SET
 FF0906'IN THE TOP OF A 6 INCH CONCRETE POST FLUSH WITH THE GROUND AND IS
 FF0906'STAMPED M 10 STA 95.
 FF0906
 FF0906                          STATION RECOVERY (1956)
 FF0906
 FF0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0906'5.6 MI E FROM WALDENBURG.
 FF0906'5.65 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0906'STATE HIGHWAY 39 AT WALDENBURG, SOUTH AND ACROSS HIGHWAY FROM A
 FF0906'1-STORY RED BRICK RESIDENCE, 21 1/2 FEET SOUTH OF CENTER LINE OF
 FF0906'HIGHWAY AND BETWEEN HIGHWAY AND DITCH, 15 FEET EAST OF CENTER
 FF0906'LINE OF A FIELD ROAD SOUTH, 26.0 FEET NORTH OF A POWER POLE,
 FF0906'17.6 FEET NORTH-NORTHEAST OF EAST END OF A CORRUGATED PIPE
 FF0906'CULVERT UNDER FIELD ROAD, 89.3 FEET NORTH-NORTHWEST OF TRIANGULATION
 FF0906'STATION BOTT, ABOUT 3 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 FF0906'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FF0906
 FF0906                          STATION RECOVERY (2002)
 FF0906
 FF0906'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0906'MEASUREMENTS NOW LOCATE MARK IN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0433 ***********************************************************************
 FG0433  DESIGNATION -  M 100
 FG0433  PID         -  FG0433
 FG0433  STATE/COUNTY-  AR/CONWAY
 FG0433  USGS QUAD   -  PERRYVILLE (1989)
 FG0433
 FG0433                         *CURRENT SURVEY CONTROL
 FG0433  ___________________________________________________________________
 FG0433* NAD 83(1986)-  35 07 25.     (N)    092 49 56.     (W)     SCALED    
 FG0433* NAVD 88     -        96.087  (meters)     315.25   (feet)  ADJUSTED  
 FG0433  ___________________________________________________________________
 FG0433  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FG0433  DYNAMIC HT  -          95.996 (meters)     314.95  (feet)  COMP
 FG0433  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FG0433
 FG0433  VERT ORDER  -  SECOND    CLASS 0
 FG0433
 FG0433.The horizontal coordinates were scaled from a topographic map and have
 FG0433.an estimated accuracy of +/- 6 seconds.
 FG0433
 FG0433.The orthometric height was determined by differential leveling
 FG0433.and adjusted by the National Geodetic Survey in June 1991..
 FG0433
 FG0433.The geoid height was determined by GEOID03.
 FG0433
 FG0433.The dynamic height is computed by dividing the NAVD 88
 FG0433.geopotential number by the normal gravity value computed on the
 FG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0433.degrees latitude (g = 980.6199 gals.).
 FG0433
 FG0433.The modeled gravity was interpolated from observed gravity values.
 FG0433
 FG0433;                    North         East    Units  Estimated Accuracy
 FG0433;SPC AR N     -    88,000.      324,150.      MT  (+/- 180 meters Scaled)
 FG0433
 FG0433                          SUPERSEDED SURVEY CONTROL
 FG0433
 FG0433  NGVD 29 (??/??/92)   96.104  (m)          315.30   (f) ADJ UNCH    2 0
 FG0433
 FG0433.Superseded values are not recommended for survey control.
 FG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0433.See file dsdata.txt to determine how the superseded data were derived.
 FG0433
 FG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU152867(NAD 83)
 FG0433_MARKER: DB = BENCH MARK DISK
 FG0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0433_STAMPING: M 100 1935
 FG0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0433+STABILITY: SURFACE MOTION
 FG0433
 FG0433  HISTORY     - Date     Condition        Report By
 FG0433  HISTORY     - 1935     MONUMENTED       CGS
 FG0433  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0433
 FG0433                          STATION DESCRIPTION
 FG0433
 FG0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0433'2.2 MI N FROM OPPELO.
 FG0433'2.2 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE METHODIST CHURCH AT
 FG0433'OPPELO, THENCE 5.2 MILES WEST ALONG THE ROAD TO PETIT JANE STATE PARK,
 FG0433'84 FEET NORTH OF A 24-INCH OAK TREE, 50 FEET EAST OF THE CENTERLINE OF
 FG0433'THE ROAD, 30.4 FEET WEST OF THE NORTHWEST CORNER OF THE ENGINE ROOM OF
 FG0433'THE W.J. SADLER COTTON GIN, 3.3 FEET NORTH OF A POLE, AND AT THE
 FG0433'BOTTOM OF A HILL TO THE ROAD LEADING UP PETIT JEAN MOUNTAIN. TABLET
 FG0433'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1068 ***********************************************************************
 EJ1068  DESIGNATION -  M 101
 EJ1068  PID         -  EJ1068
 EJ1068  STATE/COUNTY-  AR/YELL
 EJ1068  USGS QUAD   -  NIMROD DAM (1968)
 EJ1068
 EJ1068                         *CURRENT SURVEY CONTROL
 EJ1068  ___________________________________________________________________
 EJ1068* NAD 83(1986)-  34 57 49.     (N)    093 09 35.     (W)     SCALED    
 EJ1068* NAVD 88     -       127.309  (meters)     417.68   (feet)  ADJUSTED  
 EJ1068  ___________________________________________________________________
 EJ1068  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EJ1068  DYNAMIC HT  -         127.184 (meters)     417.27  (feet)  COMP
 EJ1068  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 EJ1068
 EJ1068  VERT ORDER  -  SECOND    CLASS 0
 EJ1068
 EJ1068.The horizontal coordinates were scaled from a topographic map and have
 EJ1068.an estimated accuracy of +/- 6 seconds.
 EJ1068
 EJ1068.The orthometric height was determined by differential leveling
 EJ1068.and adjusted by the National Geodetic Survey in June 1991..
 EJ1068
 EJ1068.The geoid height was determined by GEOID03.
 EJ1068
 EJ1068.The dynamic height is computed by dividing the NAVD 88
 EJ1068.geopotential number by the normal gravity value computed on the
 EJ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1068.degrees latitude (g = 980.6199 gals.).
 EJ1068
 EJ1068.The modeled gravity was interpolated from observed gravity values.
 EJ1068
 EJ1068;                    North         East    Units  Estimated Accuracy
 EJ1068;SPC AR N     -    70,550.      294,090.      MT  (+/- 180 meters Scaled)
 EJ1068
 EJ1068                          SUPERSEDED SURVEY CONTROL
 EJ1068
 EJ1068  NGVD 29 (??/??/92)  127.279  (m)          417.58   (f) ADJ UNCH    2 0
 EJ1068
 EJ1068.Superseded values are not recommended for survey control.
 EJ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1068.See file dsdata.txt to determine how the superseded data were derived.
 EJ1068
 EJ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU854690(NAD 83)
 EJ1068_MARKER: DB = BENCH MARK DISK
 EJ1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1068_STAMPING: M 101 1935
 EJ1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1068+STABILITY: SURFACE MOTION
 EJ1068
 EJ1068  HISTORY     - Date     Condition        Report By
 EJ1068  HISTORY     - 1935     MONUMENTED       CGS
 EJ1068  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ1068  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ1068
 EJ1068                          STATION DESCRIPTION
 EJ1068
 EJ1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1068'8.3 MI SE FROM OLA.
 EJ1068'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE CHICAGO, ROCK
 EJ1068'ISLAND AND PACIFIC RAILROAD STATION AT OLA, YELL COUNTY, 0.5 MILE
 EJ1068'NORTH OF THE WILDWOOD SERVICE STATION, 675 FEET NORTH OF A METAL-PIPE
 EJ1068'CULVERT, 370 FEET SOUTH OF A SMALL WOODEN BRIDGE OVER A CREEK, 200
 EJ1068'FEET SOUTH OF A ROCKY POINT ON A HILL ON THE EAST SIDE OF THE HIGHWAY,
 EJ1068'AND 31.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 EJ1068'DISK, STAMPED M 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1068
 EJ1068                          STATION RECOVERY (1968)
 EJ1068
 EJ1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0966 ***********************************************************************
 EJ0966  DESIGNATION -  M 102
 EJ0966  PID         -  EJ0966
 EJ0966  STATE/COUNTY-  AR/PERRY
 EJ0966  USGS QUAD   -  NIMROD SE (1968)
 EJ0966
 EJ0966                         *CURRENT SURVEY CONTROL
 EJ0966  ___________________________________________________________________
 EJ0966* NAD 83(1986)-  34 51 38.     (N)    093 05 49.     (W)     SCALED    
 EJ0966* NAVD 88     -       155.026  (meters)     508.61   (feet)  ADJUSTED  
 EJ0966  ___________________________________________________________________
 EJ0966  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 EJ0966  DYNAMIC HT  -         154.873 (meters)     508.11  (feet)  COMP
 EJ0966  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 EJ0966
 EJ0966  VERT ORDER  -  SECOND    CLASS 0
 EJ0966
 EJ0966.The horizontal coordinates were scaled from a topographic map and have
 EJ0966.an estimated accuracy of +/- 6 seconds.
 EJ0966
 EJ0966.The orthometric height was determined by differential leveling
 EJ0966.and adjusted by the National Geodetic Survey in June 1991..
 EJ0966
 EJ0966.The geoid height was determined by GEOID03.
 EJ0966
 EJ0966.The dynamic height is computed by dividing the NAVD 88
 EJ0966.geopotential number by the normal gravity value computed on the
 EJ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0966.degrees latitude (g = 980.6199 gals.).
 EJ0966
 EJ0966.The modeled gravity was interpolated from observed gravity values.
 EJ0966
 EJ0966;                    North         East    Units  Estimated Accuracy
 EJ0966;SPC AR N     -    59,050.      299,690.      MT  (+/- 180 meters Scaled)
 EJ0966
 EJ0966                          SUPERSEDED SURVEY CONTROL
 EJ0966
 EJ0966  NGVD 29 (??/??/92)  155.003  (m)          508.54   (f) ADJ UNCH    2 0
 EJ0966
 EJ0966.Superseded values are not recommended for survey control.
 EJ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0966.See file dsdata.txt to determine how the superseded data were derived.
 EJ0966
 EJ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU911575(NAD 83)
 EJ0966_MARKER: DB = BENCH MARK DISK
 EJ0966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0966_SP_SET: MONUMENT
 EJ0966_STAMPING: M-102 1935
 EJ0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0966
 EJ0966  HISTORY     - Date     Condition        Report By
 EJ0966  HISTORY     - 1935     MONUMENTED       CGS
 EJ0966  HISTORY     - 1968     GOOD             USE
 EJ0966
 EJ0966                          STATION DESCRIPTION
 EJ0966
 EJ0966'DESCRIBED BY US ENGINEERS 1968
 EJ0966'2.6 MI SE FROM HOLLIS.
 EJ0966'1.1 MILES SOUTH AND 1.5 MILES EAST OF--
 EJ0966'IN SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 3 NORTH, RANGE 20 WEST.
 EJ0966'TO REACH M-102 FROM THE BRIDGE OVER THE SOUTH FORK OF FOURCHE LA FAVE
 EJ0966'RIVER, JUST SOUTH OF HOLLIS, ARKANSAS, TAKE STATE HIGHWAY NO. 7 SOUTH
 EJ0966'FOR 1.1 MILES TO THE INTERSECTION WITH NATIONAL FOREST MAINTAINED ROAD
 EJ0966'NO. 86 ON THE LEFT NEAR THE MARK.  MARK IS LOCATED IN FRONT YARD OF
 EJ0966'HOME FURNISHED FOR DIERKS MEMORIAL FOREST EMPLOYEES, 53 FEET EAST OF
 EJ0966'CENTERLINE OF STATE HIGHWAY NO. 7, 79 FEET WEST OF NORTHWEST CORNER OF
 EJ0966'HOUSE, 19 FEET WEST OF 18 INCH GUM TREE, 8 FEET EAST OF A FENCE
 EJ0966'PARALLELING THE HIGHWAY, AND ABOUT 700 FEET SOUTHEAST OF A CONCRETE
 EJ0966'BRIDGE OVER LITTLE BEAR CREEK ON ROAD NO. 86.  A USC AND GS CONCRETE
 EJ0966'MONUMENT WITH STANDARD DISK STAMPED M-102 1935, AND PROTRUDING 10
 EJ0966'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1097 ***********************************************************************
 EJ1097  DESIGNATION -  M 103
 EJ1097  PID         -  EJ1097
 EJ1097  STATE/COUNTY-  AR/GARLAND
 EJ1097  USGS QUAD   -  JESSIEVILLE (1976)
 EJ1097
 EJ1097                         *CURRENT SURVEY CONTROL
 EJ1097  ___________________________________________________________________
 EJ1097* NAD 83(1986)-  34 37 45.     (N)    093 03 23.     (W)     SCALED    
 EJ1097* NAVD 88     -       207.697  (meters)     681.42   (feet)  ADJUSTED  
 EJ1097  ___________________________________________________________________
 EJ1097  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EJ1097  DYNAMIC HT  -         207.493 (meters)     680.75  (feet)  COMP
 EJ1097  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 EJ1097
 EJ1097  VERT ORDER  -  SECOND    CLASS 0
 EJ1097
 EJ1097.The horizontal coordinates were scaled from a topographic map and have
 EJ1097.an estimated accuracy of +/- 6 seconds.
 EJ1097
 EJ1097.The orthometric height was determined by differential leveling
 EJ1097.and adjusted by the National Geodetic Survey in June 1991..
 EJ1097
 EJ1097.The geoid height was determined by GEOID03.
 EJ1097
 EJ1097.The dynamic height is computed by dividing the NAVD 88
 EJ1097.geopotential number by the normal gravity value computed on the
 EJ1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1097.degrees latitude (g = 980.6199 gals.).
 EJ1097
 EJ1097.The modeled gravity was interpolated from observed gravity values.
 EJ1097
 EJ1097;                    North         East    Units  Estimated Accuracy
 EJ1097;SPC AR S     -   618,170.      303,140.      MT  (+/- 180 meters Scaled)
 EJ1097
 EJ1097                          SUPERSEDED SURVEY CONTROL
 EJ1097
 EJ1097  NGVD 29 (??/??/92)  207.688  (m)          681.39   (f) ADJ UNCH    2 0
 EJ1097
 EJ1097.Superseded values are not recommended for survey control.
 EJ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1097.See file dsdata.txt to determine how the superseded data were derived.
 EJ1097
 EJ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU948319(NAD 83)
 EJ1097_MARKER: DB = BENCH MARK DISK
 EJ1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1097_STAMPING: M 103 1935
 EJ1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1097+STABILITY: SURFACE MOTION
 EJ1097
 EJ1097  HISTORY     - Date     Condition        Report By
 EJ1097  HISTORY     - 1935     MONUMENTED       CGS
 EJ1097  HISTORY     - 1944     GOOD             NGS
 EJ1097  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1097
 EJ1097                          STATION DESCRIPTION
 EJ1097
 EJ1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EJ1097'3.8 MI S FROM BLUE SPRINGS.
 EJ1097'3.8 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE ABANDONED SCHOOL AT
 EJ1097'BLUE SPRINGS, GARLAND COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST
 EJ1097'TO MOUNTAIN VALLEY, 150 FEET NORTH OF A STANDARD SERVICE STATION, 45
 EJ1097'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 43.5 FEET SOUTHEAST OF
 EJ1097'THE EAST END OF A METAL-PIPE CULVERT, 26.3 FEET NORTHEAST OF A 30-INCH
 EJ1097'OAK TREE, AND 3.4 FEET SOUTHWEST OF THE NORTH END OF A ROCK WALL. A
 EJ1097'STANDARD DISK, STAMPED M 103 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1097'POST.
 EJ1097
 EJ1097                          STATION RECOVERY (1998)
 EJ1097
 EJ1097'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0983 ***********************************************************************
 EJ0983  DESIGNATION -  M 104
 EJ0983  PID         -  EJ0983
 EJ0983  STATE/COUNTY-  AR/SALINE
 EJ0983  USGS QUAD   -  PARON SW (1984)
 EJ0983
 EJ0983                         *CURRENT SURVEY CONTROL
 EJ0983  ___________________________________________________________________
 EJ0983* NAD 83(1986)-  34 49 05.     (N)    092 59 29.     (W)     SCALED    
 EJ0983* NAVD 88     -       305.415  (meters)    1002.02   (feet)  ADJUSTED  
 EJ0983  ___________________________________________________________________
 EJ0983  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EJ0983  DYNAMIC HT  -         305.109 (meters)    1001.01  (feet)  COMP
 EJ0983  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 EJ0983
 EJ0983  VERT ORDER  -  SECOND    CLASS 0
 EJ0983
 EJ0983.The horizontal coordinates were scaled from a topographic map and have
 EJ0983.an estimated accuracy of +/- 6 seconds.
 EJ0983
 EJ0983.The orthometric height was determined by differential leveling
 EJ0983.and adjusted by the National Geodetic Survey in June 1991..
 EJ0983
 EJ0983.The geoid height was determined by GEOID03.
 EJ0983
 EJ0983.The dynamic height is computed by dividing the NAVD 88
 EJ0983.geopotential number by the normal gravity value computed on the
 EJ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0983.degrees latitude (g = 980.6199 gals.).
 EJ0983
 EJ0983.The modeled gravity was interpolated from observed gravity values.
 EJ0983
 EJ0983;                    North         East    Units  Estimated Accuracy
 EJ0983;SPC AR S     -   639,060.      309,300.      MT  (+/- 180 meters Scaled)
 EJ0983
 EJ0983                          SUPERSEDED SURVEY CONTROL
 EJ0983
 EJ0983  NGVD 29 (??/??/92)  305.400  (m)         1001.97   (f) ADJ UNCH    2 0
 EJ0983
 EJ0983.Superseded values are not recommended for survey control.
 EJ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0983.See file dsdata.txt to determine how the superseded data were derived.
 EJ0983
 EJ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU007528(NAD 83)
 EJ0983_MARKER: DB = BENCH MARK DISK
 EJ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0983_STAMPING: M 104 1935
 EJ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0983+STABILITY: SURFACE MOTION
 EJ0983
 EJ0983  HISTORY     - Date     Condition        Report By
 EJ0983  HISTORY     - 1935     MONUMENTED       CGS
 EJ0983  HISTORY     - 1960     POOR             NGS
 EJ0983
 EJ0983                          STATION DESCRIPTION
 EJ0983
 EJ0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0983'11.2 MI NW FROM REFORM.
 EJ0983'11.2 MILES NORTHWEST ALONG THE ALUM FORK ROAD FROM THE POST OFFICE AT
 EJ0983'REFORM, SALINE COUNTY, 0.7 MILE EAST OF TWO CONCRETE BRIDGES ACROSS A
 EJ0983'CREEK, 275 FEET SOUTH OF A STONE BRIDGE, 42 FEET SOUTHEAST OF A
 EJ0983'METAL-PIPE CULVERT, 26.8 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 EJ0983'AND ON THE OUTSIDE OF A CURVE IN THE ROAD.  A STANDARD DISK, STAMPED M
 EJ0983'104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0995 ***********************************************************************
 EJ0995  DESIGNATION -  M 105
 EJ0995  PID         -  EJ0995
 EJ0995  STATE/COUNTY-  AR/GARLAND
 EJ0995  USGS QUAD   -  AVANT (1975)
 EJ0995
 EJ0995                         *CURRENT SURVEY CONTROL
 EJ0995  ___________________________________________________________________
 EJ0995* NAD 83(1986)-  34 44 39.     (N)    093 17 06.     (W)     SCALED    
 EJ0995* NAVD 88     -       248.361  (meters)     814.83   (feet)  ADJUSTED  
 EJ0995  ___________________________________________________________________
 EJ0995  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EJ0995  DYNAMIC HT  -         248.111 (meters)     814.01  (feet)  COMP
 EJ0995  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 EJ0995
 EJ0995  VERT ORDER  -  SECOND    CLASS 0
 EJ0995
 EJ0995.The horizontal coordinates were scaled from a topographic map and have
 EJ0995.an estimated accuracy of +/- 6 seconds.
 EJ0995
 EJ0995.The orthometric height was determined by differential leveling
 EJ0995.and adjusted by the National Geodetic Survey in June 1991..
 EJ0995
 EJ0995.The geoid height was determined by GEOID03.
 EJ0995
 EJ0995.The dynamic height is computed by dividing the NAVD 88
 EJ0995.geopotential number by the normal gravity value computed on the
 EJ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0995.degrees latitude (g = 980.6199 gals.).
 EJ0995
 EJ0995.The modeled gravity was interpolated from observed gravity values.
 EJ0995
 EJ0995;                    North         East    Units  Estimated Accuracy
 EJ0995;SPC AR S     -   631,170.      282,330.      MT  (+/- 180 meters Scaled)
 EJ0995
 EJ0995                          SUPERSEDED SURVEY CONTROL
 EJ0995
 EJ0995  NGVD 29 (??/??/92)  248.322  (m)          814.70   (f) ADJ UNCH    2 0
 EJ0995
 EJ0995.Superseded values are not recommended for survey control.
 EJ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0995.See file dsdata.txt to determine how the superseded data were derived.
 EJ0995
 EJ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU739447(NAD 83)
 EJ0995_MARKER: DB = BENCH MARK DISK
 EJ0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0995_STAMPING: M 105 1935
 EJ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0995+STABILITY: SURFACE MOTION
 EJ0995
 EJ0995  HISTORY     - Date     Condition        Report By
 EJ0995  HISTORY     - 1935     MONUMENTED       CGS
 EJ0995  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0995
 EJ0995                          STATION DESCRIPTION
 EJ0995
 EJ0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0995'IN GLADSTONE.
 EJ0995'AT GLADSTONE, GARLAND COUNTY, 1.9 MILES WEST ALONG THE NORTH FORK ROAD
 EJ0995'FROM THE JUNCTION OF A ROAD LEADING NORTH TO POTATO HILL, 400 FEET
 EJ0995'WEST OF THE JOE TERRY LOG HOUSE, 125 FEET WEST OF THE SOUTHWEST CORNER
 EJ0995'OF A BARN, 65 FEET WEST OF A NORTHWEST RAIL-FENCE CORNER, 22.5 FEET
 EJ0995'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 2.9 FEET NORTHWEST OF A
 EJ0995'POLE.  A STANDARD DISK, STAMPED M 105 1935 AND SET IN THE TOP OF A
 EJ0995'CONCRETE POST.
 EJ0995
 EJ0995                          STATION RECOVERY (1998)
 EJ0995
 EJ0995'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2092 ***********************************************************************
 EH2092  DESIGNATION -  M 107
 EH2092  PID         -  EH2092
 EH2092  STATE/COUNTY-  AR/LONOKE
 EH2092  USGS QUAD   -  LONOKE (1982)
 EH2092
 EH2092                         *CURRENT SURVEY CONTROL
 EH2092  ___________________________________________________________________
 EH2092* NAD 83(1986)-  34 47 06.     (N)    091 58 51.     (W)     SCALED    
 EH2092* NAVD 88     -        69.614  (meters)     228.39   (feet)  ADJUSTED  
 EH2092  ___________________________________________________________________
 EH2092  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH2092  DYNAMIC HT  -          69.549 (meters)     228.18  (feet)  COMP
 EH2092  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 EH2092
 EH2092  VERT ORDER  -  FIRST     CLASS II
 EH2092
 EH2092.The horizontal coordinates were scaled from a topographic map and have
 EH2092.an estimated accuracy of +/- 6 seconds.
 EH2092
 EH2092.The orthometric height was determined by differential leveling
 EH2092.and adjusted by the National Geodetic Survey in June 1991..
 EH2092
 EH2092.The geoid height was determined by GEOID03.
 EH2092
 EH2092.The dynamic height is computed by dividing the NAVD 88
 EH2092.geopotential number by the normal gravity value computed on the
 EH2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2092.degrees latitude (g = 980.6199 gals.).
 EH2092
 EH2092.The modeled gravity was interpolated from observed gravity values.
 EH2092
 EH2092;                    North         East    Units  Estimated Accuracy
 EH2092;SPC AR S     -   634,960.      401,750.      MT  (+/- 180 meters Scaled)
 EH2092
 EH2092                          SUPERSEDED SURVEY CONTROL
 EH2092
 EH2092  NGVD 29 (??/??/??)   69.636  (m)          228.46   (f) ADJUSTED    1 2
 EH2092
 EH2092.Superseded values are not recommended for survey control.
 EH2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2092.See file dsdata.txt to determine how the superseded data were derived.
 EH2092
 EH2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU932496(NAD 83)
 EH2092_MARKER: DB = BENCH MARK DISK
 EH2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2092_STAMPING: M 107 1954
 EH2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2092+STABILITY: SURFACE MOTION
 EH2092
 EH2092  HISTORY     - Date     Condition        Report By
 EH2092  HISTORY     - 1954     MONUMENTED       CGS
 EH2092  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2092
 EH2092                          STATION DESCRIPTION
 EH2092
 EH2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2092'4.65 MI W FROM LONOKE.
 EH2092'4.65 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2092'FROM THE STATION AT LONOKE, 2 1/2 POLES WEST OF MILEPOST 116, 49.8
 EH2092'FEET NORTH OF THE NORTH RAIL, 28.7 FEET SOUTHWEST OF A 24 INCH OAK
 EH2092'TREE, 47.5 FEET EAST OF A TELEPHONE POLE, 2.5 FEET NORTH OF A FENCE,
 EH2092'2.1 FEET EAST OF A WITNESS POST, 6 FEET BELOW THE TOP OF THE RAILS,
 EH2092'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 EH2092'GROUND.
 EH2092
 EH2092                          STATION RECOVERY (1976)
 EH2092
 EH2092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2032 ***********************************************************************
 EH2032  DESIGNATION -  M 108
 EH2032  PID         -  EH2032
 EH2032  STATE/COUNTY-  AR/LONOKE
 EH2032  USGS QUAD   -  CARLISLE (1994)
 EH2032
 EH2032                         *CURRENT SURVEY CONTROL
 EH2032  ___________________________________________________________________
 EH2032* NAD 83(1986)-  34 48 11.     (N)    091 42 48.     (W)     SCALED    
 EH2032* NAVD 88     -        73.069  (meters)     239.73   (feet)  ADJUSTED  
 EH2032  ___________________________________________________________________
 EH2032  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2032  DYNAMIC HT  -          73.001 (meters)     239.50  (feet)  COMP
 EH2032  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 EH2032
 EH2032  VERT ORDER  -  FIRST     CLASS II
 EH2032
 EH2032.This mark is at Carlisle Airport (4M3)
 EH2032
 EH2032.The horizontal coordinates were scaled from a topographic map and have
 EH2032.an estimated accuracy of +/- 6 seconds.
 EH2032
 EH2032.The orthometric height was determined by differential leveling
 EH2032.and adjusted by the National Geodetic Survey in June 1991..
 EH2032
 EH2032.The geoid height was determined by GEOID03.
 EH2032
 EH2032.The dynamic height is computed by dividing the NAVD 88
 EH2032.geopotential number by the normal gravity value computed on the
 EH2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2032.degrees latitude (g = 980.6199 gals.).
 EH2032
 EH2032.The modeled gravity was interpolated from observed gravity values.
 EH2032
 EH2032;                    North         East    Units  Estimated Accuracy
 EH2032;SPC AR S     -   637,000.      426,230.      MT  (+/- 180 meters Scaled)
 EH2032
 EH2032                          SUPERSEDED SURVEY CONTROL
 EH2032
 EH2032  NGVD 29 (??/??/??)   73.080  (m)          239.76   (f) ADJUSTED    1 2
 EH2032
 EH2032.Superseded values are not recommended for survey control.
 EH2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2032.See file dsdata.txt to determine how the superseded data were derived.
 EH2032
 EH2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU176519(NAD 83)
 EH2032_MARKER: DB = BENCH MARK DISK
 EH2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2032_STAMPING: M 108 1954
 EH2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2032+STABILITY: SURFACE MOTION
 EH2032
 EH2032  HISTORY     - Date     Condition        Report By
 EH2032  HISTORY     - 1954     MONUMENTED       CGS
 EH2032  HISTORY     - 1963     GOOD             CGS
 EH2032  HISTORY     - 20030609 POOR             USACE
 EH2032
 EH2032                          STATION DESCRIPTION
 EH2032
 EH2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2032'4.05 MI NE FROM CARLISLE.
 EH2032'1.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH2032'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 1.0 MILE EAST ALONG A
 EH2032'DIRT ROAD, THENCE 1.55 MILE EAST ALONG A GRAVELED ROAD, 81.4 FEET
 EH2032'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 124 FEET SOUTHEAST OF THE
 EH2032'SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING AT THE CARLISLE
 EH2032'MUNICIPAL AIRPORT, 73.3 FEET EAST OF A POWER POLE, 2.7 FEET NORTH OF A
 EH2032'FENCE, 2.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH2032'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH2032
 EH2032                          STATION RECOVERY (1963)
 EH2032
 EH2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2032'RECOVERED IN GOOD CONDITION.
 EH2032
 EH2032                          STATION RECOVERY (2003)
 EH2032
 EH2032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2032'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2217 ***********************************************************************
 EH2217  DESIGNATION -  M 109
 EH2217  PID         -  EH2217
 EH2217  STATE/COUNTY-  AR/PRAIRIE
 EH2217  USGS QUAD   -  HAZEN (1994)
 EH2217
 EH2217                         *CURRENT SURVEY CONTROL
 EH2217  ___________________________________________________________________
 EH2217* NAD 83(1986)-  34 46 22.     (N)    091 30 00.     (W)     SCALED    
 EH2217* NAVD 88     -        69.912  (meters)     229.37   (feet)  ADJUSTED  
 EH2217  ___________________________________________________________________
 EH2217  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2217  DYNAMIC HT  -          69.846 (meters)     229.15  (feet)  COMP
 EH2217  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EH2217
 EH2217  VERT ORDER  -  FIRST     CLASS II
 EH2217
 EH2217.The horizontal coordinates were scaled from a topographic map and have
 EH2217.an estimated accuracy of +/- 6 seconds.
 EH2217
 EH2217.The orthometric height was determined by differential leveling
 EH2217.and adjusted by the National Geodetic Survey in June 1991..
 EH2217
 EH2217.The geoid height was determined by GEOID03.
 EH2217
 EH2217.The dynamic height is computed by dividing the NAVD 88
 EH2217.geopotential number by the normal gravity value computed on the
 EH2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2217.degrees latitude (g = 980.6199 gals.).
 EH2217
 EH2217.The modeled gravity was interpolated from observed gravity values.
 EH2217
 EH2217;                    North         East    Units  Estimated Accuracy
 EH2217;SPC AR S     -   633,710.      445,770.      MT  (+/- 180 meters Scaled)
 EH2217
 EH2217                          SUPERSEDED SURVEY CONTROL
 EH2217
 EH2217  NGVD 29 (??/??/??)   69.917  (m)          229.39   (f) ADJUSTED    1 2
 EH2217
 EH2217.Superseded values are not recommended for survey control.
 EH2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2217.See file dsdata.txt to determine how the superseded data were derived.
 EH2217
 EH2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU372488(NAD 83)
 EH2217_MARKER: DB = BENCH MARK DISK
 EH2217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2217_SP_SET: FOUNDATION
 EH2217_STAMPING: M 109 1954
 EH2217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2217
 EH2217  HISTORY     - Date     Condition        Report By
 EH2217  HISTORY     - 1954     MONUMENTED       CGS
 EH2217  HISTORY     - 20030428 MARK NOT FOUND   USACE
 EH2217
 EH2217                          STATION DESCRIPTION
 EH2217
 EH2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2217'5.8 MI E FROM HAZEN.
 EH2217'4.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2217'FROM THE STATION AT HAZEN, THENCE 0.7 MILE SOUTH ALONG A CRUSHED ROCK
 EH2217'ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, 52 FEET EAST OF
 EH2217'AN IRRIGATION WELL, 59 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33
 EH2217'FEET NORHTEAST OF A POWER POLE, 2 FEET ABOVE THE GROUND, SET IN THE
 EH2217'TOP OF THE CENTER OF AN ABANDONED 3X8 FOOT CONCRETE FOUNDATION.
 EH2217
 EH2217                          STATION RECOVERY (2003)
 EH2217
 EH2217'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0008 ***********************************************************************
 DL0008  DESIGNATION -  M 11
 DL0008  PID         -  DL0008
 DL0008  STATE/COUNTY-  AR/CLEVELAND
 DL0008  USGS QUAD   -  RISON (1982)
 DL0008
 DL0008                         *CURRENT SURVEY CONTROL
 DL0008  ___________________________________________________________________
 DL0008* NAD 83(1986)-  33 54 48.     (N)    092 12 41.     (W)     SCALED    
 DL0008* NAVD 88     -        51.459  (meters)     168.83   (feet)  ADJUSTED  
 DL0008  ___________________________________________________________________
 DL0008  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DL0008  DYNAMIC HT  -          51.408 (meters)     168.66  (feet)  COMP
 DL0008  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 DL0008
 DL0008  VERT ORDER  -  SECOND    CLASS 0
 DL0008
 DL0008.The horizontal coordinates were scaled from a topographic map and have
 DL0008.an estimated accuracy of +/- 6 seconds.
 DL0008
 DL0008.The orthometric height was determined by differential leveling
 DL0008.and adjusted by the National Geodetic Survey in June 1991..
 DL0008
 DL0008.The geoid height was determined by GEOID03.
 DL0008
 DL0008.The dynamic height is computed by dividing the NAVD 88
 DL0008.geopotential number by the normal gravity value computed on the
 DL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0008.degrees latitude (g = 980.6199 gals.).
 DL0008
 DL0008.The modeled gravity was interpolated from observed gravity values.
 DL0008
 DL0008;                    North         East    Units  Estimated Accuracy
 DL0008;SPC AR S     -   538,290.      380,450.      MT  (+/- 180 meters Scaled)
 DL0008
 DL0008                          SUPERSEDED SURVEY CONTROL
 DL0008
 DL0008  NGVD 29 (??/??/92)   51.525  (m)          169.04   (f) ADJ UNCH    2 0
 DL0008
 DL0008.Superseded values are not recommended for survey control.
 DL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0008.See file dsdata.txt to determine how the superseded data were derived.
 DL0008
 DL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT729528(NAD 83)
 DL0008_MARKER: DB = BENCH MARK DISK
 DL0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0008_STAMPING: 169.111 M 11 1932
 DL0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0008+STABILITY: SURFACE MOTION
 DL0008
 DL0008  HISTORY     - Date     Condition        Report By
 DL0008  HISTORY     - 1932     MONUMENTED       CGS
 DL0008
 DL0008                          STATION DESCRIPTION
 DL0008
 DL0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0008'3.6 MI SW FROM RISON.
 DL0008'ABOUT 3.6 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0008'FROM THE STATION AT RISON, CLEVELAND COUNTY, ABOUT 11 POLES SOUTHWEST
 DL0008'OF MILEPOST 293, AT A ROAD CROSSING, 102 FEET SOUTHWEST OF THE CENTER
 DL0008'LINE OF THE ROAD, 48 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK,
 DL0008'AND 21 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED 169.111 M
 DL0008'11 1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1358 ***********************************************************************
 EJ1358  DESIGNATION -  M 11
 EJ1358  PID         -  EJ1358
 EJ1358  STATE/COUNTY-  AR/PIKE
 EJ1358  USGS QUAD   -  NEWHOPE (1969)
 EJ1358
 EJ1358                         *CURRENT SURVEY CONTROL
 EJ1358  ___________________________________________________________________
 EJ1358* NAD 83(1986)-  34 13 47.     (N)    093 52 53.     (W)     SCALED    
 EJ1358* NAVD 88     -       230.770  (meters)     757.12   (feet)  ADJUSTED  
 EJ1358  ___________________________________________________________________
 EJ1358  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EJ1358  DYNAMIC HT  -         230.534 (meters)     756.34  (feet)  COMP
 EJ1358  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 EJ1358
 EJ1358  VERT ORDER  -  SECOND    CLASS 0
 EJ1358
 EJ1358.The horizontal coordinates were scaled from a topographic map and have
 EJ1358.an estimated accuracy of +/- 6 seconds.
 EJ1358
 EJ1358.The orthometric height was determined by differential leveling
 EJ1358.and adjusted by the National Geodetic Survey in June 1991..
 EJ1358
 EJ1358.The geoid height was determined by GEOID03.
 EJ1358
 EJ1358.The dynamic height is computed by dividing the NAVD 88
 EJ1358.geopotential number by the normal gravity value computed on the
 EJ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1358.degrees latitude (g = 980.6199 gals.).
 EJ1358
 EJ1358.The modeled gravity was interpolated from observed gravity values.
 EJ1358
 EJ1358;                    North         East    Units  Estimated Accuracy
 EJ1358;SPC AR S     -   574,960.      226,680.      MT  (+/- 180 meters Scaled)
 EJ1358
 EJ1358                          SUPERSEDED SURVEY CONTROL
 EJ1358
 EJ1358  NGVD 29 (??/??/92)  230.730  (m)          756.99   (f) ADJ UNCH    2 0
 EJ1358
 EJ1358.Superseded values are not recommended for survey control.
 EJ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1358.See file dsdata.txt to determine how the superseded data were derived.
 EJ1358
 EJ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT188879(NAD 83)
 EJ1358_MARKER: DD = SURVEY DISK
 EJ1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1358_STAMPING: M-11 1932
 EJ1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1358+STABILITY: SURFACE MOTION
 EJ1358
 EJ1358  HISTORY     - Date     Condition        Report By
 EJ1358  HISTORY     - 1932     MONUMENTED       ARGS
 EJ1358  HISTORY     - 1934     GOOD             NGS
 EJ1358  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1358
 EJ1358                          STATION DESCRIPTION
 EJ1358
 EJ1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1358'IN NEW HOPE.
 EJ1358'89 FEET NORTH OF NORTHWEST CORNER OF J.M. BELL STORE AND SERVICE
 EJ1358'STATION AT SOUTHEAST CORNER OF INTERSECTION.  50 FEET NORTH OF
 EJ1358'CENTERLINE OF U.S. HWY. 70.  13.8 FEET SOUTH OF SOUTH WALL OF W.E.
 EJ1358'SMITH RESIDENCE.  7.5 FEET NORTHWEST OF CONCRETE STEPS.  5.5 FEET
 EJ1358'ABOVE HIGHWAY.  4.6 FEET EAST OF FENCE.  TABLET SET IN PRECAST
 EJ1358'CONCRETE POST.
 EJ1358
 EJ1358                          STATION RECOVERY (1962)
 EJ1358
 EJ1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2096 ***********************************************************************
 FF2096  DESIGNATION -  M 11 2
 FF2096  PID         -  FF2096
 FF2096  STATE/COUNTY-  AR/CROSS
 FF2096  USGS QUAD   -  CHERRY VALLEY WEST (1984)
 FF2096
 FF2096                         *CURRENT SURVEY CONTROL
 FF2096  ___________________________________________________________________
 FF2096* NAD 83(1997)-  35 24 06.47452(N)    090 50 10.01488(W)     ADJUSTED  
 FF2096* NAVD 88     -        72.48   (+/-2cm)     237.8    (feet)  VERTCON   
 FF2096  ___________________________________________________________________
 FF2096  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FF2096  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF2096
 FF2096  HORZ ORDER  -  THIRD
 FF2096  VERT ORDER  -  THIRD ? (See Below)
 FF2096
 FF2096.The horizontal coordinates were established by classical geodetic methods
 FF2096.and adjusted by the National Geodetic Survey in September 1999..
 FF2096.No horizontal observational check was made to the station.
 FF2096
 FF2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2096.The vertical order pertains to the NGVD 29 superseded value.
 FF2096
 FF2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2096
 FF2096.The geoid height was determined by GEOID03.
 FF2096
 FF2096;                    North         East     Units Scale Factor Converg.
 FF2096;SPC AR N     -   119,161.692   505,718.222   MT  0.99994098   +0 40 38.1
 FF2096;SPC AR N     -   390,949.65  1,659,177.20   sFT  0.99994098   +0 40 38.1
 FF2096;UTM  15      - 3,919,752.682   696,503.475   MT  1.00007588   +1 15 14.2
 FF2096
 FF2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2096!SPC AR N     -   0.99999293  x   0.99994098  =   0.99993391
 FF2096!UTM  15      -   0.99999293  x   1.00007588  =   1.00006881
 FF2096
 FF2096                          SUPERSEDED SURVEY CONTROL
 FF2096
 FF2096  NAD 83(1997)-  35 24 06.47938(N)    090 50 10.01365(W) AD(       ) 3
 FF2096  NAD 83(1986)-  35 24 06.48634(N)    090 50 10.01420(W) AD(       ) 3
 FF2096  NAD 27      -  35 24 06.18340(N)    090 50 09.60190(W) AD(       ) 3
 FF2096  NGVD 29 (07/19/86)   72.44   (m)          237.7    (f) LEVELING    3  
 FF2096
 FF2096.Superseded values are not recommended for survey control.
 FF2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2096.See file dsdata.txt to determine how the superseded data were derived.
 FF2096
 FF2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9650319753(NAD 83)
 FF2096_MARKER: DB = BENCH MARK DISK
 FF2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2096+STABILITY: SURFACE MOTION
 FF2096
 FF2096  HISTORY     - Date     Condition        Report By
 FF2096  HISTORY     - 1954     MONUMENTED       USE
 FF2096
 FF2096                          STATION DESCRIPTION
 FF2096
 FF2096'DESCRIBED BY US ENGINEERS 1954 (JCM)
 FF2096'THE STATION IS IN SECTION 24, T 9 N, R 2 E, ON LAND OWNED
 FF2096'BY M.S. BROCKETT, ABOUT 13 MILES SOUTH SOUTHWEST OF HARRISBURG,
 FF2096'9.5 MILES EAST OF HICKORY RIDGE AND 3.5 MILES WEST OF CHERRY
 FF2096'VALLEY.  THE MARK IS 62 FEET SOUTH OF THE CENTER OF THE
 FF2096'HIGHWAY, 53 FEET SOUTH SOUTHEAST OF A TELEPHONE POLE AND 9
 FF2096'FEET SOUTH OF A WIRE FENCE.
 FF2096'
 FF2096'A STANDARD U.S. ENGINEER DEPARTMENT BENCH MARK DISK SET IN
 FF2096'THE TOP OF A 6-INCH CONCRETE CYLINDER THAT PROJECTS 2 INCHES
 FF2096'ABOVE THE GROUND AND IS STAMPED M-11-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0653 ***********************************************************************
 FF0653  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0653  DESIGNATION -  M 11 5
 FF0653  PID         -  FF0653
 FF0653  STATE/COUNTY-  AR/CROSS
 FF0653  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0653
 FF0653                         *CURRENT SURVEY CONTROL
 FF0653  ___________________________________________________________________
 FF0653* NAD 83(1997)-  35 25 34.40212(N)    090 59 25.88410(W)     ADJUSTED  
 FF0653* NAVD 88     -        69.64   (meters)     228.5    (feet)  GPS OBS   
 FF0653  ___________________________________________________________________
 FF0653  X           -     -89,947.797 (meters)                     COMP
 FF0653  Y           -  -5,202,417.112 (meters)                     COMP
 FF0653  Z           -   3,676,525.418 (meters)                     COMP
 FF0653  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FF0653  ELLIP HEIGHT-          42.18  (meters)          (04/05/04) GPS OBS
 FF0653  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FF0653  DYNAMIC HT  -          69.58  (meters)     228.3   (feet)  COMP
 FF0653  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 FF0653
 FF0653  HORZ ORDER  -  B
 FF0653  VERT ORDER  -  THIRD (See Below)
 FF0653  ELLP ORDER  -  THIRD     CLASS II
 FF0653
 FF0653.The horizontal coordinates were established by GPS observations
 FF0653.and adjusted by the National Geodetic Survey in April 2004..
 FF0653
 FF0653.The orthometric height was determined by GPS observations and a
 FF0653.high-resolution geoid model using precise GPS observation and
 FF0653.processing techniques. It supersedes the leveled height previously
 FF0653.determined for this station.
 FF0653.The vertical order pertains to the first NAVD 88 superseded value.
 FF0653
 FF0653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0653
 FF0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0653
 FF0653.The ellipsoidal height was determined by GPS observations
 FF0653.and is referenced to NAD 83.
 FF0653
 FF0653.The geoid height was determined by GEOID03.
 FF0653
 FF0653.The dynamic height is computed by dividing the NAVD 88
 FF0653.geopotential number by the normal gravity value computed on the
 FF0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0653.degrees latitude (g = 980.6199 gals.).
 FF0653
 FF0653.The modeled gravity was interpolated from observed gravity values.
 FF0653
 FF0653;                    North         East     Units Scale Factor Converg.
 FF0653;SPC AR N     -   121,716.435   491,665.741   MT  0.99993972   +0 35 14.7
 FF0653;SPC AR N     -   399,331.34  1,613,073.35   sFT  0.99993972   +0 35 14.7
 FF0653;UTM  15      - 3,922,165.977   682,424.530   MT  1.00001012   +1 09 54.4
 FF0653
 FF0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0653!SPC AR N     -   0.99999338  x   0.99993972  =   0.99993310
 FF0653!UTM  15      -   0.99999338  x   1.00001012  =   1.00000350
 FF0653
 FF0653                          SUPERSEDED SURVEY CONTROL
 FF0653
 FF0653  NAVD 88 (06/15/91)   69.558  (m)          228.21   (f) ADJUSTED    1 2
 FF0653  NGVD 29 (??/??/??)   69.511  (m)          228.05   (f) ADJUSTED    1 2
 FF0653
 FF0653.Superseded values are not recommended for survey control.
 FF0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0653.See file dsdata.txt to determine how the superseded data were derived.
 FF0653
 FF0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8242522166(NAD 83)
 FF0653_MARKER: DD = SURVEY DISK
 FF0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0653_STAMPING: M-11-5
 FF0653_MARK LOGO: DOD   
 FF0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0653+STABILITY: SURFACE MOTION
 FF0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0653+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 FF0653
 FF0653  HISTORY     - Date     Condition        Report By
 FF0653  HISTORY     - UNK      MONUMENTED       DOD
 FF0653  HISTORY     - 1956     GOOD             CGS
 FF0653  HISTORY     - 20020326 GOOD             USACE
 FF0653  HISTORY     - 20020426 GOOD             USACE
 FF0653
 FF0653                          STATION DESCRIPTION
 FF0653
 FF0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0653'1.8 MI N FROM HICKORY RIDGE.
 FF0653'ABOUT 1.75 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0653'FROM THE STATION AT HICKORY RIDGE, ACROSS TRACK FROM POINT
 FF0653'BETWEEN TELEPHONE POLES NO. 159/25 AND 159/26, AT A GRAVEL
 FF0653'ROAD CROSSING, 48 1/2 FEET WEST OF WEST RAIL, 56 FEET SOUTHWEST
 FF0653'OF CENTER OF CROSSING OF ROAD AND TRACK, 14 FEET SOUTH OF CENTER
 FF0653'LINE OF GRAVEL ROAD, 28 FEET WEST OF A CROSSING WARNING SIGN,
 FF0653'43 1/2 FEET EAST OF POWER POLE NO. 743N ON AN EAST-WEST POWER
 FF0653'LINE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 FF0653'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0653'PROJECTING 3 INCHES.
 FF0653
 FF0653                          STATION RECOVERY (2002)
 FF0653
 FF0653'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0653'THE STATION IS LOCATED 1.7 MI (2.7 KM) NORTH OF HICKORY RIDGE.  TO
 FF0653'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 49 AND E LAUREL ST
 FF0653'AT HICKORY RIDGE, GO NORTH ALONG HIGHWAY 49 FOR 1.7 MI (2.7 KM) TO
 FF0653'MARK ON LEFT, ACROSS TRACKS.  THE STATION IS ACROSS TRACK FROM ROAD
 FF0653'CROSSING OF HIGHWAY 49 AND CR NO 104, 48.5 FT (14.8 M) WEST OF WEST
 FF0653'RAIL, 16 FT (4.9 M) SOUTH OF APPROXIMATE CENTER OF GRAVEL ROAD, 28 FT
 FF0653'(8.5 M) WEST OF RR CROSSING WARNING SIGN, 43.5 FT EAST OF PP, 7.5 FT
 FF0653'(2.3 M) EAST OF TELEPHONE CABLE WARNING SIGN, 2 FT (0.6 M) NORTH OF
 FF0653'ORANGE CARSONITE WITNESS POST, MARK IS FLUSH.
 FF0653
 FF0653                          STATION RECOVERY (2002)
 FF0653
 FF0653'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0696 ***********************************************************************
 FF0696  DESIGNATION -  M 11 7
 FF0696  PID         -  FF0696
 FF0696  STATE/COUNTY-  AR/CROSS
 FF0696  USGS QUAD   -  VANNDALE (1984)
 FF0696
 FF0696                         *CURRENT SURVEY CONTROL
 FF0696  ___________________________________________________________________
 FF0696* NAD 83(1986)-  35 18 47.     (N)    090 46 20.     (W)     SCALED    
 FF0696* NAVD 88     -        83.682  (meters)     274.55   (feet)  ADJUSTED  
 FF0696  ___________________________________________________________________
 FF0696  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF0696  DYNAMIC HT  -          83.607 (meters)     274.30  (feet)  COMP
 FF0696  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 FF0696
 FF0696  VERT ORDER  -  FIRST     CLASS II
 FF0696
 FF0696.The horizontal coordinates were scaled from a topographic map and have
 FF0696.an estimated accuracy of +/- 6 seconds.
 FF0696
 FF0696.The orthometric height was determined by differential leveling
 FF0696.and adjusted by the National Geodetic Survey in June 1991..
 FF0696.WARNING-Repeat measurements at this control monument indicate possible
 FF0696.vertical movement.
 FF0696
 FF0696.The geoid height was determined by GEOID03.
 FF0696
 FF0696.The dynamic height is computed by dividing the NAVD 88
 FF0696.geopotential number by the normal gravity value computed on the
 FF0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0696.degrees latitude (g = 980.6199 gals.).
 FF0696
 FF0696.The modeled gravity was interpolated from observed gravity values.
 FF0696
 FF0696;                    North         East    Units  Estimated Accuracy
 FF0696;SPC AR N     -   109,390.      511,640.      MT  (+/- 180 meters Scaled)
 FF0696
 FF0696                          SUPERSEDED SURVEY CONTROL
 FF0696
 FF0696  NGVD 29 (??/??/??)   83.643  (m)          274.42   (f) ADJUSTED    1 2
 FF0696
 FF0696.Superseded values are not recommended for survey control.
 FF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0696.See file dsdata.txt to determine how the superseded data were derived.
 FF0696
 FF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV025100(NAD 83)
 FF0696_MARKER: P = PIPE CAP
 FF0696_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0696_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0696_STAMPING: M-11-7
 FF0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0696
 FF0696  HISTORY     - Date     Condition        Report By
 FF0696  HISTORY     - UNK      MONUMENTED       DOD
 FF0696  HISTORY     - 1956     GOOD             CGS
 FF0696  HISTORY     - 20030505 MARK NOT FOUND   USACE
 FF0696
 FF0696                          STATION DESCRIPTION
 FF0696
 FF0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0696'AT VANNDALE.
 FF0696'AT VANNDALE, ALONG THE MISSOURI PACIFIC RAILROAD, ABOUT 0.15
 FF0696'MILE NORTH OF THE FLAG STATION, AT AN EAST-WEST GRAVEL ROAD
 FF0696'CROSSING (THE ROAD JUNCTIONS WITH STATE HIGHWAY 1 AT CENTER OF
 FF0696'A CURVE IN HIGHWAY WITH TANGENTS EXTENDING NORTH AND WEST),
 FF0696'ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES 274/04 AND
 FF0696'274/05, 28 FEET WEST OF WEST RAIL OF MAIN TRACK, 14 FEET WEST
 FF0696'OF WEST RAIL OF SIDING, 67 FEET SOUTH OF CENTER LINE OF GRAVEL
 FF0696'ROAD, 108 FEET SOUTHWEST AND ACROSS ROAD AND TRACK FROM CROSSING
 FF0696'WARNING SIGN, 43 1/2 FEET SOUTH OF TELEPHONE POLE NO. 1327, 2
 FF0696'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET
 FF0696'BELOW LEVEL OF TRACK AND IS A U.S.E. PIPE AND CAP SET IN CONCRETE
 FF0696'PROJECTING 1 INCH.
 FF0696
 FF0696                          STATION RECOVERY (2003)
 FF0696
 FF0696'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0666 ***********************************************************************
 FF0666  DESIGNATION -  M 11 8
 FF0666  PID         -  FF0666
 FF0666  STATE/COUNTY-  AR/POINSETT
 FF0666  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0666
 FF0666                         *CURRENT SURVEY CONTROL
 FF0666  ___________________________________________________________________
 FF0666* NAD 83(1986)-  35 29 29.     (N)    090 58 22.     (W)     SCALED    
 FF0666* NAVD 88     -        71.295  (meters)     233.91   (feet)  ADJUSTED  
 FF0666  ___________________________________________________________________
 FF0666  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF0666  DYNAMIC HT  -          71.233 (meters)     233.70  (feet)  COMP
 FF0666  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 FF0666
 FF0666  VERT ORDER  -  FIRST     CLASS II
 FF0666
 FF0666.The horizontal coordinates were scaled from a topographic map and have
 FF0666.an estimated accuracy of +/- 6 seconds.
 FF0666
 FF0666.The orthometric height was determined by differential leveling
 FF0666.and adjusted by the National Geodetic Survey in June 1991..
 FF0666
 FF0666.The geoid height was determined by GEOID03.
 FF0666
 FF0666.The dynamic height is computed by dividing the NAVD 88
 FF0666.geopotential number by the normal gravity value computed on the
 FF0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0666.degrees latitude (g = 980.6199 gals.).
 FF0666
 FF0666.The modeled gravity was interpolated from observed gravity values.
 FF0666
 FF0666;                    North         East    Units  Estimated Accuracy
 FF0666;SPC AR N     -   128,960.      493,200.      MT  (+/- 180 meters Scaled)
 FF0666
 FF0666                          SUPERSEDED SURVEY CONTROL
 FF0666
 FF0666  NGVD 29 (??/??/??)   71.243  (m)          233.74   (f) ADJUSTED    1 2
 FF0666
 FF0666.Superseded values are not recommended for survey control.
 FF0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0666.See file dsdata.txt to determine how the superseded data were derived.
 FF0666
 FF0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV838294(NAD 83)
 FF0666_MARKER: DD = SURVEY DISK
 FF0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0666_STAMPING: M-11-8
 FF0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0666+STABILITY: SURFACE MOTION
 FF0666
 FF0666  HISTORY     - Date     Condition        Report By
 FF0666  HISTORY     - UNK      MONUMENTED       DOD
 FF0666  HISTORY     - 1969     GOOD             CGS
 FF0666  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF0666
 FF0666                          STATION DESCRIPTION
 FF0666
 FF0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FF0666'AT FISHER.
 FF0666'THE MARK IS LOCATED AT THE SITE OF THE OLD ST. LOUIS SOUTHWESTERN
 FF0666'RAILROAD STATION AT FISHER.  IT IS 150 FEET SOUTH-SOUTHEAST OF
 FF0666'THE APPROXIMATE INTERSECTION OF STATE ROUTE 39 AND A PAVED STREET,
 FF0666'107 FEET SOUTH OF TELEPHONE POLE NO. 155/06, 64 FEET NORTH OF
 FF0666'TELEPHONE POLE NO. 155/07, 41.4 FEET EAST OF THE EAST RAIL OF THE
 FF0666'MAIN RAILROAD TRACK, 33 FEET WEST OF THE APPROXIMATE CENTER OF
 FF0666'STATE ROUTE 39, 27.5 FEET EAST OF THE EAST RAIL OF A SIDETRACK,
 FF0666'ABOUT 3 FEET BELOW THE LEVEL OF THE MAIN TRACK, AND IN A TENDED
 FF0666'AND GRASSY AREA.  IT IS A U.S.E. DISK SET IN THE TOP OF A 6-INCH,
 FF0666'SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD AND THE
 FF0666'DISK IS STAMPED M-11-8.  DUE TO THE MARKS PRESENT LOCATION IN A
 FF0666'MOWED AREA, NO METAL WITNESS POST WAS SET.
 FF0666
 FF0666                          STATION RECOVERY (1975)
 FF0666
 FF0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1922 ***********************************************************************
 EH1922  DESIGNATION -  M 110
 EH1922  PID         -  EH1922
 EH1922  STATE/COUNTY-  AR/PRAIRIE
 EH1922  USGS QUAD   -  DES ARC WEST (1994)
 EH1922
 EH1922                         *CURRENT SURVEY CONTROL
 EH1922  ___________________________________________________________________
 EH1922* NAD 83(1986)-  34 59 26.     (N)    091 36 50.     (W)     SCALED    
 EH1922* NAVD 88     -        64.979  (meters)     213.19   (feet)  ADJUSTED  
 EH1922  ___________________________________________________________________
 EH1922  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EH1922  DYNAMIC HT  -          64.919 (meters)     212.99  (feet)  COMP
 EH1922  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 EH1922
 EH1922  VERT ORDER  -  FIRST     CLASS II
 EH1922
 EH1922.The horizontal coordinates were scaled from a topographic map and have
 EH1922.an estimated accuracy of +/- 6 seconds.
 EH1922
 EH1922.The orthometric height was determined by differential leveling
 EH1922.and adjusted by the National Geodetic Survey in June 1991..
 EH1922
 EH1922.The geoid height was determined by GEOID03.
 EH1922
 EH1922.The dynamic height is computed by dividing the NAVD 88
 EH1922.geopotential number by the normal gravity value computed on the
 EH1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1922.degrees latitude (g = 980.6199 gals.).
 EH1922
 EH1922.The modeled gravity was interpolated from observed gravity values.
 EH1922
 EH1922;                    North         East    Units  Estimated Accuracy
 EH1922;SPC AR S     -   657,830.      435,250.      MT  (+/- 180 meters Scaled)
 EH1922
 EH1922                          SUPERSEDED SURVEY CONTROL
 EH1922
 EH1922  NGVD 29 (??/??/??)   64.979  (m)          213.19   (f) ADJUSTED    1 2
 EH1922
 EH1922.Superseded values are not recommended for survey control.
 EH1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1922.See file dsdata.txt to determine how the superseded data were derived.
 EH1922
 EH1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU265728(NAD 83)
 EH1922_MARKER: DB = BENCH MARK DISK
 EH1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1922_STAMPING: M 110 1954
 EH1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1922+STABILITY: SURFACE MOTION
 EH1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1922+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH1922
 EH1922  HISTORY     - Date     Condition        Report By
 EH1922  HISTORY     - 1954     MONUMENTED       CGS
 EH1922  HISTORY     - 20030611 GOOD             USACE
 EH1922
 EH1922                          STATION DESCRIPTION
 EH1922
 EH1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1922'7.15 MI W FROM DES ARC.
 EH1922'3.9 MILES WEST ALONG STATE HIGHWAYS 11 AND 38 FROM THE POST OFFICE AT
 EH1922'DES ARC, THENCE 3.25 MILES WEST ALONG STATE HIGHWAY 38, 140 FEET WEST
 EH1922'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 59 FEET WEST OF THE CENTER
 EH1922'LINE OF A DIRT ROAD LEADING NORTH, 53 FEET NORTH OF THE CENTER LINE OF
 EH1922'THE HIGHWAY, 44.5 FEET SOUTHWEST OF A 30 INCH OAK TREE, 2.4 FEET
 EH1922'SOUTHEAST OF A FENCE, 2.8 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 EH1922'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 EH1922
 EH1922                          STATION RECOVERY (2003)
 EH1922
 EH1922'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1922'MARK HAS CRACKS, BUT STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1950 ***********************************************************************
 EH1950  DESIGNATION -  M 111
 EH1950  PID         -  EH1950
 EH1950  STATE/COUNTY-  AR/LONOKE
 EH1950  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1950
 EH1950                         *CURRENT SURVEY CONTROL
 EH1950  ___________________________________________________________________
 EH1950* NAD 83(1986)-  34 51 52.     (N)    091 52 29.     (W)     SCALED    
 EH1950* NAVD 88     -        75.517  (meters)     247.76   (feet)  ADJUSTED  
 EH1950  ___________________________________________________________________
 EH1950  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1950  DYNAMIC HT  -          75.447 (meters)     247.53  (feet)  COMP
 EH1950  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 EH1950
 EH1950  VERT ORDER  -  FIRST     CLASS II
 EH1950
 EH1950.The horizontal coordinates were scaled from a topographic map and have
 EH1950.an estimated accuracy of +/- 6 seconds.
 EH1950
 EH1950.The orthometric height was determined by differential leveling
 EH1950.and adjusted by the National Geodetic Survey in June 1991..
 EH1950
 EH1950.The geoid height was determined by GEOID03.
 EH1950
 EH1950.The dynamic height is computed by dividing the NAVD 88
 EH1950.geopotential number by the normal gravity value computed on the
 EH1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1950.degrees latitude (g = 980.6199 gals.).
 EH1950
 EH1950.The modeled gravity was interpolated from observed gravity values.
 EH1950
 EH1950;                    North         East    Units  Estimated Accuracy
 EH1950;SPC AR S     -   643,780.      411,460.      MT  (+/- 180 meters Scaled)
 EH1950
 EH1950                          SUPERSEDED SURVEY CONTROL
 EH1950
 EH1950  NGVD 29 (??/??/??)   75.526  (m)          247.79   (f) ADJUSTED    1 2
 EH1950
 EH1950.Superseded values are not recommended for survey control.
 EH1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1950.See file dsdata.txt to determine how the superseded data were derived.
 EH1950
 EH1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU028585(NAD 83)
 EH1950_MARKER: DB = BENCH MARK DISK
 EH1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1950_STAMPING: M 111 1955
 EH1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1950+STABILITY: SURFACE MOTION
 EH1950
 EH1950  HISTORY     - Date     Condition        Report By
 EH1950  HISTORY     - 1955     MONUMENTED       CGS
 EH1950  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1950
 EH1950                          STATION DESCRIPTION
 EH1950
 EH1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1950'6.1 MI N FROM LONOKE.
 EH1950'6.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1950'AND PACIFIC RAILROAD STATION AT LONOKE, 103 YARDS NORTH OF THE CENTER
 EH1950'OF A ROAD INTERSECTION, 60.7 FEET SOUTH OF A POWER POLE, 50 FEET EAST
 EH1950'OF THE CENTER LINE OF THE HIGHWAY, 46 FEET WEST OF THE NORTHWEST
 EH1950'CORNER OF A BARN, 5.5 FEET EAST OF A FENCE CORNER, 3 FEET SOUTH OF A
 EH1950'FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 EH1950'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH1950'NOTE--  AREA IS NOW UNDER CULTIVATION.
 EH1950
 EH1950                          STATION RECOVERY (1976)
 EH1950
 EH1950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1618 ***********************************************************************
 EH1618  DESIGNATION -  M 112
 EH1618  PID         -  EH1618
 EH1618  STATE/COUNTY-  AR/JEFFERSON
 EH1618  USGS QUAD   -  REYDELL (1975)
 EH1618
 EH1618                         *CURRENT SURVEY CONTROL
 EH1618  ___________________________________________________________________
 EH1618* NAD 83(1986)-  34 12 00.     (N)    091 32 18.     (W)     SCALED    
 EH1618* NAVD 88     -        54.339  (meters)     178.28   (feet)  ADJUSTED  
 EH1618  ___________________________________________________________________
 EH1618  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EH1618  DYNAMIC HT  -          54.286 (meters)     178.10  (feet)  COMP
 EH1618  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 EH1618
 EH1618  VERT ORDER  -  FIRST     CLASS II
 EH1618
 EH1618.The horizontal coordinates were scaled from a topographic map and have
 EH1618.an estimated accuracy of +/- 6 seconds.
 EH1618
 EH1618.The orthometric height was determined by differential leveling
 EH1618.and adjusted by the National Geodetic Survey in August 1993..
 EH1618
 EH1618.The geoid height was determined by GEOID03.
 EH1618
 EH1618.The dynamic height is computed by dividing the NAVD 88
 EH1618.geopotential number by the normal gravity value computed on the
 EH1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1618.degrees latitude (g = 980.6199 gals.).
 EH1618
 EH1618.The modeled gravity was interpolated from observed gravity values.
 EH1618
 EH1618;                    North         East    Units  Estimated Accuracy
 EH1618;SPC AR S     -   570,160.      442,550.      MT  (+/- 180 meters Scaled)
 EH1618
 EH1618                          SUPERSEDED SURVEY CONTROL
 EH1618
 EH1618  NAVD 88 (06/15/91)   54.383  (m)          178.42   (f) UNKNOWN     1 2
 EH1618  NGVD 29 (??/??/??)   54.418  (m)          178.54   (f) ADJUSTED    1 2
 EH1618
 EH1618.Superseded values are not recommended for survey control.
 EH1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1618.See file dsdata.txt to determine how the superseded data were derived.
 EH1618
 EH1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT346852(NAD 83)
 EH1618_MARKER: DB = BENCH MARK DISK
 EH1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1618_STAMPING: M 112 1954
 EH1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1618+STABILITY: SURFACE MOTION
 EH1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1618+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 EH1618
 EH1618  HISTORY     - Date     Condition        Report By
 EH1618  HISTORY     - 1954     MONUMENTED       CGS
 EH1618  HISTORY     - 1972     GOOD             USGS
 EH1618  HISTORY     - 20030617 GOOD             USACE
 EH1618
 EH1618                          STATION DESCRIPTION
 EH1618
 EH1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1618'4.0 MI NE FROM REYDEL.
 EH1618'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 EH1618'REYDEL, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 EH1618'SOUTHEAST OF AN 18 INCH OAK TREE, 1.5 FEET NORTHEAST OF A FENCE, 2
 EH1618'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH1618'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  1.0 MILE SOUTHWEST OF BENCH
 EH1618'MARK N 112.
 EH1618
 EH1618                          STATION RECOVERY (1972)
 EH1618
 EH1618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1618'RECOVERED IN GOOD CONDITION.
 EH1618
 EH1618                          STATION RECOVERY (2003)
 EH1618
 EH1618'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1619 ***********************************************************************
 EH1619  DESIGNATION -  M 112 RESET
 EH1619  PID         -  EH1619
 EH1619  STATE/COUNTY-  AR/JEFFERSON
 EH1619  USGS QUAD   -  REYDELL (1975)
 EH1619
 EH1619                         *CURRENT SURVEY CONTROL
 EH1619  ___________________________________________________________________
 EH1619* NAD 83(1986)-  34 12 00.     (N)    091 32 18.     (W)     SCALED    
 EH1619* NAVD 88     -        54.35   (meters)     178.3    (feet)  RESET     
 EH1619  ___________________________________________________________________
 EH1619  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EH1619
 EH1619  VERT ORDER  -  THIRD
 EH1619
 EH1619.The horizontal coordinates were scaled from a topographic map and have
 EH1619.an estimated accuracy of +/- 6 seconds.
 EH1619
 EH1619.The orthometric height was computed from unverified reset data.
 EH1619.No vertical observational check was made to the station.
 EH1619
 EH1619.The geoid height was determined by GEOID03.
 EH1619
 EH1619;                    North         East    Units  Estimated Accuracy
 EH1619;SPC AR S     -   570,160.      442,550.      MT  (+/- 180 meters Scaled)
 EH1619
 EH1619                          SUPERSEDED SURVEY CONTROL
 EH1619
 EH1619  NGVD 29 (??/??/??)   54.43   (m)          178.6    (f) RESET       3  
 EH1619
 EH1619.Superseded values are not recommended for survey control.
 EH1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1619.See file dsdata.txt to determine how the superseded data were derived.
 EH1619
 EH1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT346852(NAD 83)
 EH1619_MARKER: DB = BENCH MARK DISK
 EH1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1619_STAMPING: M 112 RESET 1958
 EH1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1619+STABILITY: SURFACE MOTION
 EH1619
 EH1619  HISTORY     - Date     Condition        Report By
 EH1619  HISTORY     - 1958     MONUMENTED       CGS
 EH1619
 EH1619                          STATION DESCRIPTION
 EH1619
 EH1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EH1619'4.0 MI NE FROM REYDEL.
 EH1619'LOCATED 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST
 EH1619'OFFICE AT REYDEL, 0.5 MILE WEST OF THE BAYOU METO BRIDGE AND THE
 EH1619'ARKANSAS-JEFFERSON COUNTY LINE, AT THE JUNCTION WITH A FIELD ROAD
 EH1619'LEADING SOUTH AND ABOUT 300 YARDS EAST OF A FARM HOUSE.  IT IS 50 FEET
 EH1619'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 11, 28 FEET WEST OF THE
 EH1619'CENTER OF THE FIELD ROAD, 29 FEET NORTH OF A 2-FOOT OAK TREE, 3 FEET
 EH1619'EAST OF A FENCE LINE AND 1 FOOT SOUTHWEST OF A METAL POST WITH A WHITE
 EH1619'METAL WITNESS SIGN.  A STANDARD DISK, STAMPED M 112 RESET 1958, SET IN
 EH1619'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2067 ***********************************************************************
 EH2067  DESIGNATION -  M 113
 EH2067  PID         -  EH2067
 EH2067  STATE/COUNTY-  AR/ARKANSAS
 EH2067  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2067
 EH2067                         *CURRENT SURVEY CONTROL
 EH2067  ___________________________________________________________________
 EH2067* NAD 83(1986)-  34 32 00.     (N)    091 30 47.     (W)     SCALED    
 EH2067* NAVD 88     -        65.618  (meters)     215.28   (feet)  ADJUSTED  
 EH2067  ___________________________________________________________________
 EH2067  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EH2067  DYNAMIC HT  -          65.555 (meters)     215.07  (feet)  COMP
 EH2067  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 EH2067
 EH2067  VERT ORDER  -  FIRST     CLASS II
 EH2067
 EH2067.The horizontal coordinates were scaled from a topographic map and have
 EH2067.an estimated accuracy of +/- 6 seconds.
 EH2067
 EH2067.The orthometric height was determined by differential leveling
 EH2067.and adjusted by the National Geodetic Survey in June 1991..
 EH2067
 EH2067.The geoid height was determined by GEOID03.
 EH2067
 EH2067.The dynamic height is computed by dividing the NAVD 88
 EH2067.geopotential number by the normal gravity value computed on the
 EH2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2067.degrees latitude (g = 980.6199 gals.).
 EH2067
 EH2067.The modeled gravity was interpolated from observed gravity values.
 EH2067
 EH2067;                    North         East    Units  Estimated Accuracy
 EH2067;SPC AR S     -   607,150.      444,700.      MT  (+/- 180 meters Scaled)
 EH2067
 EH2067                          SUPERSEDED SURVEY CONTROL
 EH2067
 EH2067  NGVD 29 (??/??/??)   65.646  (m)          215.37   (f) ADJUSTED    1 2
 EH2067
 EH2067.Superseded values are not recommended for survey control.
 EH2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2067.See file dsdata.txt to determine how the superseded data were derived.
 EH2067
 EH2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU364222(NAD 83)
 EH2067_MARKER: DB = BENCH MARK DISK
 EH2067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2067_SP_SET: CULVERT
 EH2067_STAMPING: M 113 1954
 EH2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2067+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 EH2067
 EH2067  HISTORY     - Date     Condition        Report By
 EH2067  HISTORY     - 1954     MONUMENTED       CGS
 EH2067  HISTORY     - 1955     GOOD             CGS
 EH2067  HISTORY     - 20030612 GOOD             USACE
 EH2067
 EH2067                          STATION DESCRIPTION
 EH2067
 EH2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2067'2.9 MI NE FROM STUTTGART.
 EH2067'ABOUT 2.9 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH2067'FROM THE STATION AT STUTTGART, ABOUT 0.4 MILE SOUTHWEST OF MILE POLE
 EH2067'230, ABOUT 0.4 MILE SOUTHWEST OF A ROAD CROSSING, 85 FEET NORTHWEST OF
 EH2067'NORTHWEST RAIL, 22 FEET SOUTHEAST OF CENTER LINE OF U.S. HIGHWAY 79,
 EH2067'IN THE TOP OF THE NORTHEAST END OF SOUTHEAST CONCRETE HEAD WALL OF A
 EH2067'24-INCH PIPE CULVERT UNDER HIGHWAY 79, ABOUT 3 FEET BELOW LEVEL OF
 EH2067'TRACK AND ABOUT LEVEL WITH HIGHWAY.
 EH2067
 EH2067                          STATION RECOVERY (2003)
 EH2067
 EH2067'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1700 ***********************************************************************
 EH1700  DESIGNATION -  M 114
 EH1700  PID         -  EH1700
 EH1700  STATE/COUNTY-  AR/ARKANSAS
 EH1700  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1700
 EH1700                         *CURRENT SURVEY CONTROL
 EH1700  ___________________________________________________________________
 EH1700* NAD 83(1986)-  34 29 16.     (N)    091 34 16.     (W)     SCALED    
 EH1700* NAVD 88     -        59.550  (meters)     195.37   (feet)  ADJUSTED  
 EH1700  ___________________________________________________________________
 EH1700  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH1700  DYNAMIC HT  -          59.493 (meters)     195.19  (feet)  COMP
 EH1700  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EH1700
 EH1700  VERT ORDER  -  FIRST     CLASS II
 EH1700
 EH1700.The horizontal coordinates were scaled from a topographic map and have
 EH1700.an estimated accuracy of +/- 6 seconds.
 EH1700
 EH1700.The orthometric height was determined by differential leveling
 EH1700.and adjusted by the National Geodetic Survey in June 1991..
 EH1700
 EH1700.The geoid height was determined by GEOID03.
 EH1700
 EH1700.The dynamic height is computed by dividing the NAVD 88
 EH1700.geopotential number by the normal gravity value computed on the
 EH1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1700.degrees latitude (g = 980.6199 gals.).
 EH1700
 EH1700.The modeled gravity was interpolated from observed gravity values.
 EH1700
 EH1700;                    North         East    Units  Estimated Accuracy
 EH1700;SPC AR S     -   602,070.      439,390.      MT  (+/- 180 meters Scaled)
 EH1700
 EH1700                          SUPERSEDED SURVEY CONTROL
 EH1700
 EH1700  NGVD 29 (??/??/??)   59.579  (m)          195.47   (f) ADJUSTED    1 2
 EH1700
 EH1700.Superseded values are not recommended for survey control.
 EH1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1700.See file dsdata.txt to determine how the superseded data were derived.
 EH1700
 EH1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU312171(NAD 83)
 EH1700_MARKER: DB = BENCH MARK DISK
 EH1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1700_STAMPING: M 114 1954
 EH1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1700+STABILITY: SURFACE MOTION
 EH1700
 EH1700  HISTORY     - Date     Condition        Report By
 EH1700  HISTORY     - 1954     MONUMENTED       CGS
 EH1700  HISTORY     - 1968     MARK NOT FOUND   USGS
 EH1700
 EH1700                          STATION DESCRIPTION
 EH1700
 EH1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1700'1.7 MI SW FROM STUTTGART.
 EH1700'1.7 MILES SOUTHWEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 EH1700'THE STATION AT STUTTGART, 1 POLE NORTHEAST OF MILEPOST 235, 22 FEET
 EH1700'NORTHWEST OF THE NORTHWEST RAIL, 22 FEET NORTH OF THE NORTH CORNER OF
 EH1700'TRESTLE 234.96, 23 FEET SOUTHEAST OF A FENCE, 4 FEET NORTHEAST OF A
 EH1700'TELEPHONE POLE, 4 FEET NORTHEAST OF A WITNESS POST, 5 FEET BELOW THE
 EH1700'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 EH1700'FOOT ABOVE THE GROUND.
 EH1700
 EH1700                          STATION RECOVERY (1968)
 EH1700
 EH1700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EH1700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1394 ***********************************************************************
 EH1394  DESIGNATION -  M 115
 EH1394  PID         -  EH1394
 EH1394  STATE/COUNTY-  AR/ARKANSAS
 EH1394  USGS QUAD   -  DE WITT NE (1968)
 EH1394
 EH1394                         *CURRENT SURVEY CONTROL
 EH1394  ___________________________________________________________________
 EH1394* NAD 83(1986)-  34 23 14.     (N)    091 21 48.     (W)     SCALED    
 EH1394* NAVD 88     -        60.933  (meters)     199.91   (feet)  ADJUSTED  
 EH1394  ___________________________________________________________________
 EH1394  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH1394  DYNAMIC HT  -          60.875 (meters)     199.72  (feet)  COMP
 EH1394  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EH1394
 EH1394  VERT ORDER  -  FIRST     CLASS II
 EH1394
 EH1394.The horizontal coordinates were scaled from a topographic map and have
 EH1394.an estimated accuracy of +/- 6 seconds.
 EH1394
 EH1394.The orthometric height was determined by differential leveling
 EH1394.and adjusted by the National Geodetic Survey in August 1993..
 EH1394
 EH1394.The geoid height was determined by GEOID03.
 EH1394
 EH1394.The dynamic height is computed by dividing the NAVD 88
 EH1394.geopotential number by the normal gravity value computed on the
 EH1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1394.degrees latitude (g = 980.6199 gals.).
 EH1394
 EH1394.The modeled gravity was interpolated from observed gravity values.
 EH1394
 EH1394;                    North         East    Units  Estimated Accuracy
 EH1394;SPC AR S     -   591,020.      458,550.      MT  (+/- 180 meters Scaled)
 EH1394
 EH1394                          SUPERSEDED SURVEY CONTROL
 EH1394
 EH1394  NAVD 88 (06/15/91)   60.995  (m)          200.11   (f) UNKNOWN     1 2
 EH1394  NGVD 29 (??/??/??)   61.002  (m)          200.14   (f) ADJUSTED    1 2
 EH1394
 EH1394.Superseded values are not recommended for survey control.
 EH1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1394.See file dsdata.txt to determine how the superseded data were derived.
 EH1394
 EH1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU504063(NAD 83)
 EH1394_MARKER: DB = BENCH MARK DISK
 EH1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1394_STAMPING: M 115 1954
 EH1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1394+STABILITY: SURFACE MOTION
 EH1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1394+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1394
 EH1394  HISTORY     - Date     Condition        Report By
 EH1394  HISTORY     - 1954     MONUMENTED       CGS
 EH1394  HISTORY     - 20030414 GOOD             USACE
 EH1394
 EH1394                          STATION DESCRIPTION
 EH1394
 EH1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1394'4.0 MI SE FROM ALMYRA.
 EH1394'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 EH1394'ALMYRA, 0.1 MILE EAST OF JUNCTION WITH A NORTH AND SOUTH ROAD, 175
 EH1394'FEET SOUTHWEST ON THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE, 153
 EH1394'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH, 68
 EH1394'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTHEAST OF A
 EH1394'36 INCH OAK TREE, 14 FEET NORTH OF A 12 INCH OAK TREE, 2 FEET EAST OF
 EH1394'A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH1394'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH1394
 EH1394                          STATION RECOVERY (2003)
 EH1394
 EH1394'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1435 ***********************************************************************
 EH1435  DESIGNATION -  M 116
 EH1435  PID         -  EH1435
 EH1435  STATE/COUNTY-  AR/ARKANSAS
 EH1435  USGS QUAD   -  ALMYRA (1968)
 EH1435
 EH1435                         *CURRENT SURVEY CONTROL
 EH1435  ___________________________________________________________________
 EH1435* NAD 83(1986)-  34 28 39.     (N)    091 28 01.     (W)     SCALED    
 EH1435* NAVD 88     -        64.992  (meters)     213.23   (feet)  ADJUSTED  
 EH1435  ___________________________________________________________________
 EH1435  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH1435  DYNAMIC HT  -          64.930 (meters)     213.02  (feet)  COMP
 EH1435  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 EH1435
 EH1435  VERT ORDER  -  FIRST     CLASS II
 EH1435
 EH1435.The horizontal coordinates were scaled from a topographic map and have
 EH1435.an estimated accuracy of +/- 6 seconds.
 EH1435
 EH1435.The orthometric height was determined by differential leveling
 EH1435.and adjusted by the National Geodetic Survey in August 1993..
 EH1435
 EH1435.The geoid height was determined by GEOID03.
 EH1435
 EH1435.The dynamic height is computed by dividing the NAVD 88
 EH1435.geopotential number by the normal gravity value computed on the
 EH1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1435.degrees latitude (g = 980.6199 gals.).
 EH1435
 EH1435.The modeled gravity was interpolated from observed gravity values.
 EH1435
 EH1435;                    North         East    Units  Estimated Accuracy
 EH1435;SPC AR S     -   600,970.      448,970.      MT  (+/- 180 meters Scaled)
 EH1435
 EH1435                          SUPERSEDED SURVEY CONTROL
 EH1435
 EH1435  NAVD 88 (06/15/91)   65.034  (m)          213.37   (f) UNKNOWN     1 2
 EH1435  NGVD 29 (??/??/??)   65.038  (m)          213.38   (f) ADJUSTED    1 2
 EH1435
 EH1435.Superseded values are not recommended for survey control.
 EH1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1435.See file dsdata.txt to determine how the superseded data were derived.
 EH1435
 EH1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU407161(NAD 83)
 EH1435_MARKER: DB = BENCH MARK DISK
 EH1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1435_STAMPING: M 116 1955
 EH1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1435+STABILITY: SURFACE MOTION
 EH1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1435+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 EH1435
 EH1435  HISTORY     - Date     Condition        Report By
 EH1435  HISTORY     - 1955     MONUMENTED       CGS
 EH1435  HISTORY     - 20030415 GOOD             USACE
 EH1435
 EH1435                          STATION DESCRIPTION
 EH1435
 EH1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1435'5.2 MI E FROM STUTTGART.
 EH1435'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1435'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1435'HIGHWAYS 11 AND 30, THENCE 4.1 MILES EAST ALONG STATE HIGHWAY 30, 330
 EH1435'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 173 FEET NORTH OF THE
 EH1435'NORTHEAST CORNER OF A HOUSE, 1.2 FEET SOUTH OF THE SOUTHEAST CORNER OF
 EH1435'A LARGE SHEET METAL BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1435'IS FLUSH WITH THE GROUND.
 EH1435
 EH1435                          STATION RECOVERY (2003)
 EH1435
 EH1435'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0067 ***********************************************************************
 EJ0067  DESIGNATION -  M 118
 EJ0067  PID         -  EJ0067
 EJ0067  STATE/COUNTY-  AR/PULASKI
 EJ0067  USGS QUAD   -  MC ALMONT (1986)
 EJ0067
 EJ0067                         *CURRENT SURVEY CONTROL
 EJ0067  ___________________________________________________________________
 EJ0067* NAD 83(1986)-  34 45 22.     (N)    092 14 16.     (W)     SCALED    
 EJ0067* NAVD 88     -        79.255  (meters)     260.02   (feet)  ADJUSTED  
 EJ0067  ___________________________________________________________________
 EJ0067  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0067  DYNAMIC HT  -          79.182 (meters)     259.78  (feet)  COMP
 EJ0067  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 EJ0067
 EJ0067  VERT ORDER  -  FIRST     CLASS II
 EJ0067
 EJ0067.The horizontal coordinates were scaled from a topographic map and have
 EJ0067.an estimated accuracy of +/- 6 seconds.
 EJ0067
 EJ0067.The orthometric height was determined by differential leveling
 EJ0067.and adjusted by the National Geodetic Survey in June 1991..
 EJ0067
 EJ0067.The geoid height was determined by GEOID03.
 EJ0067
 EJ0067.The dynamic height is computed by dividing the NAVD 88
 EJ0067.geopotential number by the normal gravity value computed on the
 EJ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0067.degrees latitude (g = 980.6199 gals.).
 EJ0067
 EJ0067.The modeled gravity was interpolated from observed gravity values.
 EJ0067
 EJ0067;                    North         East    Units  Estimated Accuracy
 EJ0067;SPC AR S     -   631,780.      378,230.      MT  (+/- 180 meters Scaled)
 EJ0067
 EJ0067                          SUPERSEDED SURVEY CONTROL
 EJ0067
 EJ0067  NGVD 29 (??/??/92)   79.301  (m)          260.17   (f) ADJ UNCH    1 2
 EJ0067
 EJ0067.Superseded values are not recommended for survey control.
 EJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0067.See file dsdata.txt to determine how the superseded data were derived.
 EJ0067
 EJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU697462(NAD 83)
 EJ0067_MARKER: DB = BENCH MARK DISK
 EJ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0067_STAMPING: M 118 1955
 EJ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0067+STABILITY: SURFACE MOTION
 EJ0067
 EJ0067  HISTORY     - Date     Condition        Report By
 EJ0067  HISTORY     - 1955     MONUMENTED       CGS
 EJ0067  HISTORY     - 1967     GOOD             NGS
 EJ0067  HISTORY     - 198503   MARK NOT FOUND   USGS
 EJ0067  HISTORY     - 1989     POOR             USPSQD
 EJ0067  HISTORY     - 1990     POOR             USPSQD
 EJ0067
 EJ0067                          STATION DESCRIPTION
 EJ0067
 EJ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0067'0.9 MI E FROM NORTH LITTLE ROCK.
 EJ0067'IT IS 0.9 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0067'RAILROAD FROM THE STATION AT NORTH LITTLE ROCK, 150 FEET EAST OF THE
 EJ0067'CENTER OF A ROAD CROSSING, 19 FEET NORTH OF THE NORTH RAIL, 18 FEET
 EJ0067'SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 3 FEET WEST OF MILEPOST 131,
 EJ0067'1.5 FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A ROUND
 EJ0067'CONCRETE POST PROJECTING 4 INCHES.
 EJ0067
 EJ0067                          STATION RECOVERY (1985)
 EJ0067
 EJ0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0067'MARK NOT FOUND.
 EJ0067
 EJ0067                          STATION RECOVERY (1989)
 EJ0067
 EJ0067'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0067'MARK RECOVERED IN POOR CONDITION.
 EJ0067
 EJ0067                          STATION RECOVERY (1990)
 EJ0067
 EJ0067'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0067'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0602 ***********************************************************************
 DL0602  DESIGNATION -  M 119
 DL0602  PID         -  DL0602
 DL0602  STATE/COUNTY-  AR/COLUMBIA
 DL0602  USGS QUAD   -  BUSSEY (1960)
 DL0602
 DL0602                         *CURRENT SURVEY CONTROL
 DL0602  ___________________________________________________________________
 DL0602* NAD 83(1986)-  33 08 04.     (N)    093 27 37.     (W)     SCALED    
 DL0602* NAVD 88     -        76.449  (meters)     250.82   (feet)  ADJUSTED  
 DL0602  ___________________________________________________________________
 DL0602  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DL0602  DYNAMIC HT  -          76.366 (meters)     250.54  (feet)  COMP
 DL0602  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 DL0602
 DL0602  VERT ORDER  -  SECOND    CLASS 0
 DL0602
 DL0602.The horizontal coordinates were scaled from a topographic map and have
 DL0602.an estimated accuracy of +/- 6 seconds.
 DL0602
 DL0602.The orthometric height was determined by differential leveling
 DL0602.and adjusted by the National Geodetic Survey in June 1991..
 DL0602
 DL0602.The geoid height was determined by GEOID03.
 DL0602
 DL0602.The dynamic height is computed by dividing the NAVD 88
 DL0602.geopotential number by the normal gravity value computed on the
 DL0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0602.degrees latitude (g = 980.6199 gals.).
 DL0602
 DL0602.The modeled gravity was interpolated from observed gravity values.
 DL0602
 DL0602;                    North         East    Units  Estimated Accuracy
 DL0602;SPC AR S     -   452,860.      263,740.      MT  (+/- 180 meters Scaled)
 DL0602
 DL0602                          SUPERSEDED SURVEY CONTROL
 DL0602
 DL0602  NGVD 29 (??/??/92)   76.499  (m)          250.98   (f) ADJ UNCH    2 0
 DL0602
 DL0602.Superseded values are not recommended for survey control.
 DL0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0602.See file dsdata.txt to determine how the superseded data were derived.
 DL0602
 DL0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS570662(NAD 83)
 DL0602_MARKER: DB = BENCH MARK DISK
 DL0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0602_STAMPING: M 119 1934
 DL0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0602+STABILITY: SURFACE MOTION
 DL0602
 DL0602  HISTORY     - Date     Condition        Report By
 DL0602  HISTORY     - 1934     MONUMENTED       CGS
 DL0602  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0602
 DL0602                          STATION DESCRIPTION
 DL0602
 DL0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0602'2.3 MI N FROM TAYLOR.
 DL0602'ABOUT 2.3 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0602'TAYLOR, COLUMBIA COUNTY, ABOUT 252 YARDS NORTH OF MILEPOST 39, ABOUT
 DL0602'15 YARDS NORTHEAST OF THE TRACK, AND 3 FEET WEST OF A FENCE.  A
 DL0602'STANDARD DISK, STAMPED M 119 1934 AND SET IN THE TOP OF A CONCRETE
 DL0602'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1374 ***********************************************************************
 DK1374  DESIGNATION -  M 12
 DK1374  PID         -  DK1374
 DK1374  STATE/COUNTY-  AR/ASHLEY
 DK1374  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1374
 DK1374                         *CURRENT SURVEY CONTROL
 DK1374  ___________________________________________________________________
 DK1374* NAD 83(1986)-  33 09 20.     (N)    091 54 55.     (W)     SCALED    
 DK1374* NAVD 88     -        49.335  (meters)     161.86   (feet)  ADJUSTED  
 DK1374  ___________________________________________________________________
 DK1374  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DK1374  DYNAMIC HT  -          49.283 (meters)     161.69  (feet)  COMP
 DK1374  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DK1374
 DK1374  VERT ORDER  -  SECOND    CLASS 0
 DK1374
 DK1374.The horizontal coordinates were scaled from a topographic map and have
 DK1374.an estimated accuracy of +/- 6 seconds.
 DK1374
 DK1374.The orthometric height was determined by differential leveling
 DK1374.and adjusted by the National Geodetic Survey in June 1991..
 DK1374
 DK1374.The geoid height was determined by GEOID03.
 DK1374
 DK1374.The dynamic height is computed by dividing the NAVD 88
 DK1374.geopotential number by the normal gravity value computed on the
 DK1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1374.degrees latitude (g = 980.6199 gals.).
 DK1374
 DK1374.The modeled gravity was interpolated from observed gravity values.
 DK1374
 DK1374;                    North         East    Units  Estimated Accuracy
 DK1374;SPC AR S     -   454,230.      407,900.      MT  (+/- 180 meters Scaled)
 DK1374
 DK1374                          SUPERSEDED SURVEY CONTROL
 DK1374
 DK1374  NGVD 29 (??/??/??)   49.412  (m)          162.11   (f) ADJUSTED    2 0
 DK1374
 DK1374.Superseded values are not recommended for survey control.
 DK1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1374.See file dsdata.txt to determine how the superseded data were derived.
 DK1374
 DK1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS011690(NAD 83)
 DK1374_MARKER: DB = BENCH MARK DISK
 DK1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1374_STAMPING: 162-106 M 12 1932
 DK1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1374+STABILITY: SURFACE MOTION
 DK1374
 DK1374  HISTORY     - Date     Condition        Report By
 DK1374  HISTORY     - 1932     MONUMENTED       CGS
 DK1374  HISTORY     - 1934     GOOD             CGS
 DK1374  HISTORY     - 1973     MARK NOT FOUND   USGS
 DK1374  HISTORY     - 20050329 MARK NOT FOUND   ARHD
 DK1374
 DK1374                          STATION DESCRIPTION
 DK1374
 DK1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1374'3 MI NE FROM CROSSETT.
 DK1374'3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 DK1374'AT CROSSETT, ASHLEY COUNTY, 28 FEET WEST OF THE FIRST POLE SOUTH OF
 DK1374'POLE 471/15, AT A ROAD CROSSING, 52 FEET SOUTHEAST OF THE CENTERLINE
 DK1374'OF THE TRACK, AND 43 FEET WEST OF THE CENTERLINE OF THE ROAD. A
 DK1374'STANDARD DISK, STAMPED 162-106 M 12 1932 AND SET IN THE TOP OF A
 DK1374'CONCRETE POST.
 DK1374
 DK1374                          STATION RECOVERY (1973)
 DK1374
 DK1374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DK1374'MARK NOT FOUND.
 DK1374
 DK1374                          STATION RECOVERY (2005)
 DK1374
 DK1374'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1347 ***********************************************************************
 EJ1347  DESIGNATION -  M 12 RESET
 EJ1347  PID         -  EJ1347
 EJ1347  STATE/COUNTY-  AR/PIKE
 EJ1347  USGS QUAD   -  LODI (1979)
 EJ1347
 EJ1347                         *CURRENT SURVEY CONTROL
 EJ1347  ___________________________________________________________________
 EJ1347* NAD 83(1986)-  34 15 00.     (N)    093 38 28.     (W)     SCALED    
 EJ1347* NAVD 88     -       204.54   (meters)     671.1    (feet)  RESET     
 EJ1347  ___________________________________________________________________
 EJ1347  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EJ1347
 EJ1347  VERT ORDER  -  THIRD
 EJ1347
 EJ1347.The horizontal coordinates were scaled from a topographic map and have
 EJ1347.an estimated accuracy of +/- 6 seconds.
 EJ1347
 EJ1347.The orthometric height was computed from unverified reset data.
 EJ1347
 EJ1347.The geoid height was determined by GEOID03.
 EJ1347
 EJ1347;                    North         East    Units  Estimated Accuracy
 EJ1347;SPC AR S     -   576,820.      248,850.      MT  (+/- 180 meters Scaled)
 EJ1347
 EJ1347                          SUPERSEDED SURVEY CONTROL
 EJ1347
 EJ1347.No superseded survey control is available for this station.
 EJ1347
 EJ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT409900(NAD 83)
 EJ1347_MARKER: DB = BENCH MARK DISK
 EJ1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1347_STAMPING: M 12 RESET 1962
 EJ1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1347+STABILITY: SURFACE MOTION
 EJ1347
 EJ1347  HISTORY     - Date     Condition        Report By
 EJ1347  HISTORY     - 1962     MONUMENTED       CGS
 EJ1347
 EJ1347                          STATION DESCRIPTION
 EJ1347
 EJ1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EJ1347'IN KIRBY.
 EJ1347'LOCATED AT KIRBY, PIKE COUNTY, IN THE NORTHEAST ANGLE OF THE
 EJ1347'INTERSECTION OF U.S. HIGHWAY 70 AND 84, ON PROPERTY OWNED BY MR. A. J.
 EJ1347'WHITE.  IT IS 6 FEET SOUTHWEST OF THE FRONT PORCH OF THE WHITE HOUSE,
 EJ1347'62 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 84, 54 FEET EAST OF
 EJ1347'THE CENTERLINE OF U.S. HIGHWAY 70, 20 FEET SOUTH OF THE SOUTHWEST
 EJ1347'CORNER OF THE BRICK CHIMNEY ON THE WEST SIDE OF MR. WHITES HOUSE, 22
 EJ1347'FEET WEST OF THE WEST SIDE OF THE SOUTH CONCRETE STEPS TO THE HOUSE,
 EJ1347'129 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE RED BRICK BUILDING
 EJ1347'OWNED BY THE TELEPHONE COMPANY AND 81 FEET SOUTH OF THE CENTEROF THE
 EJ1347'WELL, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0653 ***********************************************************************
 DL0653  DESIGNATION -  M 120
 DL0653  PID         -  DL0653
 DL0653  STATE/COUNTY-  AR/COLUMBIA
 DL0653  USGS QUAD   -  CALHOUN (1966)
 DL0653
 DL0653                         *CURRENT SURVEY CONTROL
 DL0653  ___________________________________________________________________
 DL0653* NAD 83(1986)-  33 11 02.     (N)    093 13 31.     (W)     SCALED    
 DL0653* NAVD 88     -        94.336  (meters)     309.50   (feet)  ADJUSTED  
 DL0653  ___________________________________________________________________
 DL0653  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DL0653  DYNAMIC HT  -          94.234 (meters)     309.17  (feet)  COMP
 DL0653  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DL0653
 DL0653  VERT ORDER  -  SECOND    CLASS 0
 DL0653
 DL0653.The horizontal coordinates were scaled from a topographic map and have
 DL0653.an estimated accuracy of +/- 6 seconds.
 DL0653
 DL0653.The orthometric height was determined by differential leveling
 DL0653.and adjusted by the National Geodetic Survey in June 1991..
 DL0653.WARNING-Repeat measurements at this control monument indicate possible
 DL0653.vertical movement.
 DL0653
 DL0653.The geoid height was determined by GEOID03.
 DL0653
 DL0653.The dynamic height is computed by dividing the NAVD 88
 DL0653.geopotential number by the normal gravity value computed on the
 DL0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0653.degrees latitude (g = 980.6199 gals.).
 DL0653
 DL0653.The modeled gravity was interpolated from observed gravity values.
 DL0653
 DL0653;                    North         East    Units  Estimated Accuracy
 DL0653;SPC AR S     -   458,050.      285,730.      MT  (+/- 180 meters Scaled)
 DL0653
 DL0653                          SUPERSEDED SURVEY CONTROL
 DL0653
 DL0653  NGVD 29 (??/??/92)   94.386  (m)          309.66   (f) ADJ UNCH    2 0
 DL0653
 DL0653.Superseded values are not recommended for survey control.
 DL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0653.See file dsdata.txt to determine how the superseded data were derived.
 DL0653
 DL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS789716(NAD 83)
 DL0653_MARKER: DB = BENCH MARK DISK
 DL0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0653_STAMPING: M 120 1960
 DL0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0653+STABILITY: SURFACE MOTION
 DL0653
 DL0653  HISTORY     - Date     Condition        Report By
 DL0653  HISTORY     - 1960     MONUMENTED       CGS
 DL0653  HISTORY     - 1960     GOOD             NGS
 DL0653  HISTORY     - 1963     GOOD             NGS
 DL0653
 DL0653                          STATION DESCRIPTION
 DL0653
 DL0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0653'6.2 MI S FROM MAGNOLIA.
 DL0653'ABOUT 6.2 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0653'THE STATION AT MAGNOLIA, ALSO 6.15 MILES NORTH ALONG THE LOUISIANA AND
 DL0653'NORTH WEST RAILROAD FROM THE STATION AT EMERSON, 0.3 MILE NORTHWEST OF
 DL0653'MILEPOST 13, IN THE SOUTHWEST 1/4 OF SECTION 7, T 18 S, R 20 W 123 1/2
 DL0653'FEET NORTHEAST OF THE NORTHEAST RAIL, 79 FEET EAST-NORTHEAST OF THE
 DL0653'CENTER LINE AND AT A SLIGHT CURVE IN A DIRT ROAD, 94 FEET NORTHWEST OF
 DL0653'A 16-INCH OAK TREE, 57 1/2 FEET NORTHEAST OF A 30-INCH OAK TREE, 33
 DL0653'FEET SOUTHEAST OF THE EAST CORNER OF A SMALL COUNTRY STORE, 10 FEET
 DL0653'SOUTH OF A FENCE, ABOUT 2 INCHES BELOW THE LEVEL OF THE GROUND, AND IN
 DL0653'THE TOP OF A CONCRETE POST.
 DL0653
 DL0653                          STATION RECOVERY (1963)
 DL0653
 DL0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0266 ***********************************************************************
 DL0266  DESIGNATION -  M 121
 DL0266  PID         -  DL0266
 DL0266  STATE/COUNTY-  AR/UNION
 DL0266  USGS QUAD   -  NEWELL (1985)
 DL0266
 DL0266                         *CURRENT SURVEY CONTROL
 DL0266  ___________________________________________________________________
 DL0266* NAD 83(1986)-  33 13 10.     (N)    092 51 52.     (W)     SCALED    
 DL0266* NAVD 88     -        91.065  (meters)     298.77   (feet)  ADJUSTED  
 DL0266  ___________________________________________________________________
 DL0266  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DL0266  DYNAMIC HT  -          90.967 (meters)     298.45  (feet)  COMP
 DL0266  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DL0266
 DL0266  VERT ORDER  -  SECOND    CLASS 0
 DL0266
 DL0266.The horizontal coordinates were scaled from a topographic map and have
 DL0266.an estimated accuracy of +/- 6 seconds.
 DL0266
 DL0266.The orthometric height was determined by differential leveling
 DL0266.and adjusted by the National Geodetic Survey in June 1991..
 DL0266
 DL0266.The geoid height was determined by GEOID03.
 DL0266
 DL0266.The dynamic height is computed by dividing the NAVD 88
 DL0266.geopotential number by the normal gravity value computed on the
 DL0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0266.degrees latitude (g = 980.6199 gals.).
 DL0266
 DL0266.The modeled gravity was interpolated from observed gravity values.
 DL0266
 DL0266;                    North         East    Units  Estimated Accuracy
 DL0266;SPC AR S     -   461,650.      319,420.      MT  (+/- 180 meters Scaled)
 DL0266
 DL0266                          SUPERSEDED SURVEY CONTROL
 DL0266
 DL0266  NGVD 29 (??/??/92)   91.115  (m)          298.93   (f) ADJ UNCH    2 0
 DL0266
 DL0266.Superseded values are not recommended for survey control.
 DL0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0266.See file dsdata.txt to determine how the superseded data were derived.
 DL0266
 DL0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS126756(NAD 83)
 DL0266_MARKER: DB = BENCH MARK DISK
 DL0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0266_STAMPING: M 121 1934
 DL0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0266+STABILITY: SURFACE MOTION
 DL0266
 DL0266  HISTORY     - Date     Condition        Report By
 DL0266  HISTORY     - 1934     MONUMENTED       CGS
 DL0266  HISTORY     - 1955     GOOD             NGS
 DL0266  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0266
 DL0266                          STATION DESCRIPTION
 DL0266
 DL0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DL0266'12.0 MI W FROM EL DORADO.
 DL0266'12.0 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH U.S.
 DL0266'HIGHWAY 167 AT EL DORADO 81 FEET NORTH OF A TRIANGULAR BLAZED 16 INCH
 DL0266'PINE TREE, 59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 DL0266'WEST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 1 FOOT WEST OF
 DL0266'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 DL0266'FOOT ABOVE THE GROUND.
 DL0266
 DL0266                          STATION RECOVERY (1964)
 DL0266
 DL0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0696 ***********************************************************************
 FG0696  DESIGNATION -  M 125
 FG0696  PID         -  FG0696
 FG0696  STATE/COUNTY-  AR/VAN BUREN
 FG0696  USGS QUAD   -  REX (1965)
 FG0696
 FG0696                         *CURRENT SURVEY CONTROL
 FG0696  ___________________________________________________________________
 FG0696* NAD 83(1986)-  35 35 06.     (N)    092 37 45.     (W)     SCALED    
 FG0696* NAVD 88     -       362.618  (meters)    1189.69   (feet)  ADJUSTED  
 FG0696  ___________________________________________________________________
 FG0696  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0696  DYNAMIC HT  -         362.278 (meters)    1188.57  (feet)  COMP
 FG0696  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 FG0696
 FG0696  VERT ORDER  -  SECOND    CLASS 0
 FG0696
 FG0696.The horizontal coordinates were scaled from a topographic map and have
 FG0696.an estimated accuracy of +/- 6 seconds.
 FG0696
 FG0696.The orthometric height was determined by differential leveling
 FG0696.and adjusted by the National Geodetic Survey in June 1991..
 FG0696
 FG0696.The geoid height was determined by GEOID03.
 FG0696
 FG0696.The dynamic height is computed by dividing the NAVD 88
 FG0696.geopotential number by the normal gravity value computed on the
 FG0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0696.degrees latitude (g = 980.6199 gals.).
 FG0696
 FG0696.The modeled gravity was interpolated from observed gravity values.
 FG0696
 FG0696;                    North         East    Units  Estimated Accuracy
 FG0696;SPC AR N     -   139,040.      342,980.      MT  (+/- 180 meters Scaled)
 FG0696
 FG0696                          SUPERSEDED SURVEY CONTROL
 FG0696
 FG0696  NGVD 29 (??/??/92)  362.557  (m)         1189.49   (f) ADJ UNCH    2 0
 FG0696
 FG0696.Superseded values are not recommended for survey control.
 FG0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0696.See file dsdata.txt to determine how the superseded data were derived.
 FG0696
 FG0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV335379(NAD 83)
 FG0696_MARKER: DB = BENCH MARK DISK
 FG0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0696_STAMPING: M 125 1935
 FG0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0696+STABILITY: SURFACE MOTION
 FG0696
 FG0696  HISTORY     - Date     Condition        Report By
 FG0696  HISTORY     - 1935     MONUMENTED       CGS
 FG0696  HISTORY     - 1963     MARK NOT FOUND   NGS
 FG0696
 FG0696                          STATION DESCRIPTION
 FG0696
 FG0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0696'6 MI N FROM SCOTLAND.
 FG0696'6 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE HIGHWAY
 FG0696'95 AT SCOTLAND, VAN BUREN COUNTY, 900 FEET SOUTHEAST OF THE SOUTHEAST
 FG0696'CORNER OF THE RICHARD BERRY FARMHOUSE, 13 FEET WEST OF THE CENTERLINE
 FG0696'OF THE ROAD, 2 FEET NORTHWEST OF A FENCE CORNER, AND 1 1/2 FEET WEST
 FG0696'OF A FENCE.  A STANDARD DISK, STAMPED M 125 1935 AND SET IN THE TOP OF
 FG0696'A CONCRETE POST.  NOTE-- THIS MARK WAS PROBABLY DESTROYED BY ROAD
 FG0696'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0948 ***********************************************************************
 FG0948  DESIGNATION -  M 126
 FG0948  PID         -  FG0948
 FG0948  STATE/COUNTY-  AR/POPE
 FG0948  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0948
 FG0948                         *CURRENT SURVEY CONTROL
 FG0948  ___________________________________________________________________
 FG0948* NAD 83(1986)-  35 38 08.     (N)    093 09 32.     (W)     SCALED    
 FG0948* NAVD 88     -       520.973  (meters)    1709.23   (feet)  ADJUSTED  
 FG0948  ___________________________________________________________________
 FG0948  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FG0948  DYNAMIC HT  -         520.479 (meters)    1707.60  (feet)  COMP
 FG0948  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 FG0948
 FG0948  VERT ORDER  -  SECOND    CLASS 0
 FG0948
 FG0948.The horizontal coordinates were scaled from a topographic map and have
 FG0948.an estimated accuracy of +/- 6 seconds.
 FG0948
 FG0948.The orthometric height was determined by differential leveling
 FG0948.and adjusted by the National Geodetic Survey in June 1991..
 FG0948
 FG0948.The geoid height was determined by GEOID03.
 FG0948
 FG0948.The dynamic height is computed by dividing the NAVD 88
 FG0948.geopotential number by the normal gravity value computed on the
 FG0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0948.degrees latitude (g = 980.6199 gals.).
 FG0948
 FG0948.The modeled gravity was interpolated from observed gravity values.
 FG0948
 FG0948;                    North         East    Units  Estimated Accuracy
 FG0948;SPC AR N     -   145,090.      295,040.      MT  (+/- 180 meters Scaled)
 FG0948
 FG0948                          SUPERSEDED SURVEY CONTROL
 FG0948
 FG0948  NGVD 29 (??/??/92)  520.920  (m)         1709.05   (f) ADJ UNCH    2 0
 FG0948
 FG0948.Superseded values are not recommended for survey control.
 FG0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0948.See file dsdata.txt to determine how the superseded data were derived.
 FG0948
 FG0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV856435(NAD 83)
 FG0948_MARKER: DB = BENCH MARK DISK
 FG0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0948_STAMPING: M-126 1935
 FG0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0948+STABILITY: SURFACE MOTION
 FG0948
 FG0948  HISTORY     - Date     Condition        Report By
 FG0948  HISTORY     - 1935     MONUMENTED       CGS
 FG0948
 FG0948                          STATION DESCRIPTION
 FG0948
 FG0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0948'2.6 MI N FROM TREAT.
 FG0948'2.6 MILES NORTH OF, ALONG TREAT ROAD, FROM POST OFFICE.  ON SOUTHWEST
 FG0948'SLOPE OF HILL.  92.4 FEET NORTHEAST OF SOUTH RAIL FENCE CORNER. 56.4
 FG0948'FEET SOUTHWEST OF M.P.10.  18 FEET NORTHWEST OF CENTERLINE OF TREAT
 FG0948'ROAD.  2 FEET SOUTHEAST OF SOUTHEAST RAIL FENCE AROUND SMALL FIELD ON
 FG0948'STEEP HILL SIDE.  JUST BELOW A HIGH STONE WALL NEAR TOP OF RIDGE.
 FG0948'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1042 ***********************************************************************
 FG1042  DESIGNATION -  M 127
 FG1042  PID         -  FG1042
 FG1042  STATE/COUNTY-  AR/POPE
 FG1042  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1042
 FG1042                         *CURRENT SURVEY CONTROL
 FG1042  ___________________________________________________________________
 FG1042* NAD 83(1986)-  35 27 14.     (N)    093 11 17.     (W)     SCALED    
 FG1042* NAVD 88     -       135.529  (meters)     444.65   (feet)  ADJUSTED  
 FG1042  ___________________________________________________________________
 FG1042  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FG1042  DYNAMIC HT  -         135.403 (meters)     444.23  (feet)  COMP
 FG1042  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 FG1042
 FG1042  VERT ORDER  -  SECOND    CLASS 0
 FG1042
 FG1042.The horizontal coordinates were scaled from a topographic map and have
 FG1042.an estimated accuracy of +/- 6 seconds.
 FG1042
 FG1042.The orthometric height was determined by differential leveling
 FG1042.and adjusted by the National Geodetic Survey in June 1991..
 FG1042
 FG1042.The geoid height was determined by GEOID03.
 FG1042
 FG1042.The dynamic height is computed by dividing the NAVD 88
 FG1042.geopotential number by the normal gravity value computed on the
 FG1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1042.degrees latitude (g = 980.6199 gals.).
 FG1042
 FG1042.The modeled gravity was interpolated from observed gravity values.
 FG1042
 FG1042;                    North         East    Units  Estimated Accuracy
 FG1042;SPC AR N     -   124,970.      292,160.      MT  (+/- 180 meters Scaled)
 FG1042
 FG1042                          SUPERSEDED SURVEY CONTROL
 FG1042
 FG1042  NGVD 29 (??/??/92)  135.495  (m)          444.54   (f) ADJ UNCH    2 0
 FG1042
 FG1042.Superseded values are not recommended for survey control.
 FG1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1042.See file dsdata.txt to determine how the superseded data were derived.
 FG1042
 FG1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV829233(NAD 83)
 FG1042_MARKER: DB = BENCH MARK DISK
 FG1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1042_STAMPING: M-127 1935
 FG1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1042+STABILITY: SURFACE MOTION
 FG1042
 FG1042  HISTORY     - Date     Condition        Report By
 FG1042  HISTORY     - 1935     MONUMENTED       CGS
 FG1042  HISTORY     - 1990     GOOD             USPSQD
 FG1042
 FG1042                          STATION DESCRIPTION
 FG1042
 FG1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1042'5.7 MI NE FROM AUGSBURG.
 FG1042'5.7 MILES NORTHEAST OF, ALONG PINEY CREEK RD., FROM LUTHERN CHURCH. AT
 FG1042'ROAD FORKS, AT SOUTHEAST CORNER OF CULTIVATED FIELD.  81 FEET NORTH OF
 FG1042'NORTH END OF BRIDGE WITH WOOD SIDE RAILS.  26 FEET NORTH OF CENTERLINE
 FG1042'OF ROAD LEADING EAST.  23 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.
 FG1042'2 FEET SOUTHWEST OF NORTHEAST FENCE CORNER. TABLET SET IN PRECAST
 FG1042'CONCRETE POST.
 FG1042
 FG1042                          STATION RECOVERY (1990)
 FG1042
 FG1042'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 FG1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0865 ***********************************************************************
 FG0865  DESIGNATION -  M 128
 FG0865  PID         -  FG0865
 FG0865  STATE/COUNTY-  AR/POPE
 FG0865  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0865
 FG0865                         *CURRENT SURVEY CONTROL
 FG0865  ___________________________________________________________________
 FG0865* NAD 83(1986)-  35 42 20.     (N)    093 09 12.     (W)     SCALED    
 FG0865* NAVD 88     -       576.908  (meters)    1892.74   (feet)  ADJUSTED  
 FG0865  ___________________________________________________________________
 FG0865  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FG0865  DYNAMIC HT  -         576.352 (meters)    1890.91  (feet)  COMP
 FG0865  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 FG0865
 FG0865  VERT ORDER  -  SECOND    CLASS 0
 FG0865
 FG0865.The horizontal coordinates were scaled from a topographic map and have
 FG0865.an estimated accuracy of +/- 6 seconds.
 FG0865
 FG0865.The orthometric height was determined by differential leveling
 FG0865.and adjusted by the National Geodetic Survey in June 1991..
 FG0865
 FG0865.The geoid height was determined by GEOID03.
 FG0865
 FG0865.The dynamic height is computed by dividing the NAVD 88
 FG0865.geopotential number by the normal gravity value computed on the
 FG0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0865.degrees latitude (g = 980.6199 gals.).
 FG0865
 FG0865.The modeled gravity was interpolated from observed gravity values.
 FG0865
 FG0865;                    North         East    Units  Estimated Accuracy
 FG0865;SPC AR N     -   152,850.      295,640.      MT  (+/- 180 meters Scaled)
 FG0865
 FG0865                          SUPERSEDED SURVEY CONTROL
 FG0865
 FG0865  NGVD 29 (??/??/92)  576.840  (m)         1892.52   (f) ADJ UNCH    2 0
 FG0865
 FG0865.Superseded values are not recommended for survey control.
 FG0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0865.See file dsdata.txt to determine how the superseded data were derived.
 FG0865
 FG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV861513(NAD 83)
 FG0865_MARKER: DB = BENCH MARK DISK
 FG0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0865_STAMPING: M-128 1935
 FG0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0865+STABILITY: SURFACE MOTION
 FG0865
 FG0865  HISTORY     - Date     Condition        Report By
 FG0865  HISTORY     - 1935     MONUMENTED       CGS
 FG0865  HISTORY     - 1976     GOOD             USGS
 FG0865
 FG0865                          STATION DESCRIPTION
 FG0865
 FG0865'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 FG0865'4.7 MI SW FROM PELSOR.
 FG0865'ABOUT 4.7 MILES SW ALONG STATE HIGHWAY 123 FROM THE T.J. HANKIN STORE
 FG0865'AT PELSOR, POPE COUNTY, AT THE Y-INTERSECTION OF TREAT ROAD, 85 FEET
 FG0865'NE ALONG ROAD FROM SOUTH END OF ISLAND MADE BY ROADS AROUND IT. 31
 FG0865'FEET WEST OF ROAD.  A STANDARD DISK STAMPED M-128 1935, AND SET IN A
 FG0865'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1346 ***********************************************************************
 DK1346  DESIGNATION -  M 13
 DK1346  PID         -  DK1346
 DK1346  STATE/COUNTY-  AR/ASHLEY
 DK1346  USGS QUAD   -  PORTLAND (1960)
 DK1346
 DK1346                         *CURRENT SURVEY CONTROL
 DK1346  ___________________________________________________________________
 DK1346* NAD 83(1986)-  33 09 08.     (N)    091 31 56.     (W)     SCALED    
 DK1346* NAVD 88     -        36.038  (meters)     118.23   (feet)  ADJUSTED  
 DK1346  ___________________________________________________________________
 DK1346  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DK1346  DYNAMIC HT  -          36.000 (meters)     118.11  (feet)  COMP
 DK1346  MODELED GRAV-     979,582.7   (mgal)                       NAVD 88
 DK1346
 DK1346  VERT ORDER  -  FIRST     CLASS II
 DK1346
 DK1346.The horizontal coordinates were scaled from a topographic map and have
 DK1346.an estimated accuracy of +/- 6 seconds.
 DK1346
 DK1346.The orthometric height was determined by differential leveling
 DK1346.and adjusted by the National Geodetic Survey in June 1991..
 DK1346
 DK1346.The geoid height was determined by GEOID03.
 DK1346
 DK1346.The dynamic height is computed by dividing the NAVD 88
 DK1346.geopotential number by the normal gravity value computed on the
 DK1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1346.degrees latitude (g = 980.6199 gals.).
 DK1346
 DK1346.The modeled gravity was interpolated from observed gravity values.
 DK1346
 DK1346;                    North         East    Units  Estimated Accuracy
 DK1346;SPC AR S     -   453,960.      443,640.      MT  (+/- 180 meters Scaled)
 DK1346
 DK1346                          SUPERSEDED SURVEY CONTROL
 DK1346
 DK1346  NGVD 29 (??/??/??)   36.144  (m)          118.58   (f) ADJUSTED    1 2
 DK1346
 DK1346.Superseded values are not recommended for survey control.
 DK1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1346.See file dsdata.txt to determine how the superseded data were derived.
 DK1346
 DK1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS368691(NAD 83)
 DK1346_MARKER: DB = BENCH MARK DISK
 DK1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1346_STAMPING: M-13-1932
 DK1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1346+STABILITY: SURFACE MOTION
 DK1346
 DK1346  HISTORY     - Date     Condition        Report By
 DK1346  HISTORY     - 1932     MONUMENTED       CGS
 DK1346  HISTORY     - 1935     GOOD             CGS
 DK1346  HISTORY     - 1939     GOOD             CGS
 DK1346
 DK1346                          STATION DESCRIPTION
 DK1346
 DK1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1346'2.5 MI N FROM PARKDALE.
 DK1346'2.5 MILES NORTH OF PARKDALE RAILROAD STATION, ALONG MISSOURI PACIFIC
 DK1346'RAILROAD.  94 FEET NORTHWEST OF FOURTH TELEGRAPH POLE NORTH OF
 DK1346'M.P.442-20.  90 FEET NORTH OF TELEPHONE POLE NO. 5356.  48.8 FEET WEST
 DK1346'OF MISSOURI PACIFIC R.R.TRACK.  23 FEET EAST OF R/W FENCE. CONCRETE
 DK1346'POST WITH BRONZE TABLET.
 DK1346
 DK1346                          STATION RECOVERY (1939)
 DK1346
 DK1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DK1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1026 ***********************************************************************
 EH1026  DESIGNATION -  M 13 3
 EH1026  PID         -  EH1026
 EH1026  STATE/COUNTY-  AR/LEE
 EH1026  USGS QUAD   -  HAYNES (1992)
 EH1026
 EH1026                         *CURRENT SURVEY CONTROL
 EH1026  ___________________________________________________________________
 EH1026* NAD 83(1986)-  34 53 27.     (N)    090 47 33.     (W)     SCALED    
 EH1026* NAVD 88     -        67.723  (meters)     222.19   (feet)  ADJUSTED  
 EH1026  ___________________________________________________________________
 EH1026  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1026  DYNAMIC HT  -          67.661 (meters)     221.98  (feet)  COMP
 EH1026  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 EH1026
 EH1026  VERT ORDER  -  SECOND    CLASS 0
 EH1026
 EH1026.The horizontal coordinates were scaled from a topographic map and have
 EH1026.an estimated accuracy of +/- 6 seconds.
 EH1026
 EH1026.The orthometric height was determined by differential leveling
 EH1026.and adjusted by the National Geodetic Survey in June 1991..
 EH1026
 EH1026.The geoid height was determined by GEOID03.
 EH1026
 EH1026.The dynamic height is computed by dividing the NAVD 88
 EH1026.geopotential number by the normal gravity value computed on the
 EH1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1026.degrees latitude (g = 980.6199 gals.).
 EH1026
 EH1026.The modeled gravity was interpolated from observed gravity values.
 EH1026
 EH1026;                    North         East    Units  Estimated Accuracy
 EH1026;SPC AR S     -   647,350.      510,380.      MT  (+/- 180 meters Scaled)
 EH1026
 EH1026                          SUPERSEDED SURVEY CONTROL
 EH1026
 EH1026  NGVD 29 (??/??/??)   68.01   (m)          223.1    (f) RESET       3  
 EH1026
 EH1026.Superseded values are not recommended for survey control.
 EH1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1026.See file dsdata.txt to determine how the superseded data were derived.
 EH1026
 EH1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017631(NAD 83)
 EH1026_MARKER: P = PIPE CAP
 EH1026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1026_STAMPING: M-13-3
 EH1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1026
 EH1026  HISTORY     - Date     Condition        Report By
 EH1026  HISTORY     - UNK      MONUMENTED       DOD
 EH1026  HISTORY     - 1943     GOOD             CGS
 EH1026  HISTORY     - 20030403 MARK NOT FOUND   USACE
 EH1026
 EH1026                          STATION DESCRIPTION
 EH1026
 EH1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EH1026'IN HAYNES.
 EH1026'MARK IS CENTER OF TOP OF BRASS CAP ON 4 INCH IRON PIPE, SET IN
 EH1026'CONCRETE, IN LEE COUNTY, ARKANSAS, IN THE TOWN OF HAYNES, ON THE RIGHT
 EH1026'OF WAY OF THE MISSOURI PACIFIC RAILWAY, 450 FT. N OF STATION, 18 FT. E
 EH1026'OF C/L OF TRACK, 60 FT. SE OF SECTION HOUSE, 40 FT. N OF SWITCH STAND,
 EH1026'AND 12 FT. E OF CATTLE GUARD.
 EH1026
 EH1026                          STATION RECOVERY (2003)
 EH1026
 EH1026'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1025 ***********************************************************************
 EH1025  DESIGNATION -  M 13 3 RM
 EH1025  PID         -  EH1025
 EH1025  STATE/COUNTY-  AR/LEE
 EH1025  USGS QUAD   -  HAYNES (1992)
 EH1025
 EH1025                         *CURRENT SURVEY CONTROL
 EH1025  ___________________________________________________________________
 EH1025* NAD 83(1986)-  34 53 27.     (N)    090 47 33.     (W)     SCALED    
 EH1025* NAVD 88     -        67.72   (+/-2cm)     222.2    (feet)  VERTCON   
 EH1025  ___________________________________________________________________
 EH1025  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1025
 EH1025  VERT ORDER  -  ? (See Below)
 EH1025
 EH1025.The horizontal coordinates were scaled from a topographic map and have
 EH1025.an estimated accuracy of +/- 6 seconds.
 EH1025
 EH1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1025.The vertical order pertains to the NGVD 29 superseded value.
 EH1025
 EH1025.The geoid height was determined by GEOID03.
 EH1025
 EH1025;                    North         East    Units  Estimated Accuracy
 EH1025;SPC AR S     -   647,350.      510,380.      MT  (+/- 180 meters Scaled)
 EH1025
 EH1025                          SUPERSEDED SURVEY CONTROL
 EH1025
 EH1025  NGVD 29 (??/??/??)   67.718  (m)          222.17   (f) ADJUSTED    ?  
 EH1025
 EH1025.Superseded values are not recommended for survey control.
 EH1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1025.See file dsdata.txt to determine how the superseded data were derived.
 EH1025
 EH1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017631(NAD 83)
 EH1025_MARKER: DR = REFERENCE MARK DISK
 EH1025_SETTING: 0 = UNSPECIFIED SETTING
 EH1025_STAMPING: M-13-3
 EH1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1025
 EH1025  HISTORY     - Date     Condition        Report By
 EH1025  HISTORY     - UNK      MONUMENTED       DOD
 EH1025  HISTORY     - 1935     GOOD             CGS
 EH1025  HISTORY     - 1943     GOOD             CGS
 EH1025
 EH1025                          STATION DESCRIPTION
 EH1025
 EH1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1025'IN HAYNES.
 EH1025'350 FEET SOUTH OF DEPOT.  100 FEET NORTH OF ROAD CROSSING.  25 FEET
 EH1025'EAST OF CENTERLINE OF DIRT ROAD.  12 FEET WEST OF CENTERLINE OF TRACK,
 EH1025'1 POLE N. OF M P 304.  NOTE-- MARK IS ACTUALLY THE RM TO STATION M
 EH1025'13-3 PER REPORT FROM USE IN 1943.  PREVIOUSLY LISTED AS STATION M
 EH1025'13-3.
 EH1025
 EH1025                          STATION RECOVERY (1943)
 EH1025
 EH1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 EH1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0153 ***********************************************************************
 GF0153  DESIGNATION -  M 130
 GF0153  PID         -  GF0153
 GF0153  STATE/COUNTY-  AR/BOONE
 GF0153  USGS QUAD   -  EVERTON (1975)
 GF0153
 GF0153                         *CURRENT SURVEY CONTROL
 GF0153  ___________________________________________________________________
 GF0153* NAD 83(1986)-  36 08 04.     (N)    092 57 09.     (W)     SCALED    
 GF0153* NAVD 88     -       317.450  (meters)    1041.50   (feet)  ADJUSTED  
 GF0153  ___________________________________________________________________
 GF0153  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0153  DYNAMIC HT  -         317.166 (meters)    1040.57  (feet)  COMP
 GF0153  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 GF0153
 GF0153  VERT ORDER  -  SECOND    CLASS 0
 GF0153
 GF0153.The horizontal coordinates were scaled from a topographic map and have
 GF0153.an estimated accuracy of +/- 6 seconds.
 GF0153
 GF0153.The orthometric height was determined by differential leveling
 GF0153.and adjusted by the National Geodetic Survey in June 1991..
 GF0153
 GF0153.The geoid height was determined by GEOID03.
 GF0153
 GF0153.The dynamic height is computed by dividing the NAVD 88
 GF0153.geopotential number by the normal gravity value computed on the
 GF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0153.degrees latitude (g = 980.6199 gals.).
 GF0153
 GF0153.The modeled gravity was interpolated from observed gravity values.
 GF0153
 GF0153;                    North         East    Units  Estimated Accuracy
 GF0153;SPC AR N     -   200,240.      314,270.      MT  (+/- 180 meters Scaled)
 GF0153
 GF0153                          SUPERSEDED SURVEY CONTROL
 GF0153
 GF0153  NGVD 29 (??/??/92)  317.326  (m)         1041.09   (f) ADJ UNCH    2 0
 GF0153
 GF0153.Superseded values are not recommended for survey control.
 GF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0153.See file dsdata.txt to determine how the superseded data were derived.
 GF0153
 GF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV042988(NAD 83)
 GF0153_MARKER: DB = BENCH MARK DISK
 GF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0153_STAMPING: M 130 1935
 GF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0153+STABILITY: SURFACE MOTION
 GF0153
 GF0153  HISTORY     - Date     Condition        Report By
 GF0153  HISTORY     - 1935     MONUMENTED       CGS
 GF0153
 GF0153                          STATION DESCRIPTION
 GF0153
 GF0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0153'3.8 MI NE FROM WESTERN GROVE.
 GF0153'IN BOONE COUNTY, 3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 65 AND
 GF0153'THE EVERTON ROAD FROM THE POST OFFICE AT WESTERN GROVE, NEWTON
 GF0153'COUNTY, 0.2 MILE EAST OF A SMALL BRIDGE, IN FRONT OF A HOUSE,
 GF0153'47 FEET NORTH OF THE CENTERLINE OF THE ROAD, 11 FEET NORTHWEST
 GF0153'OF THE CENTERLINE OF A CROSS ROAD, 10 FEET SOUTHWEST OF A 6-INCH
 GF0153'OAK TREE, AND 2 FEET SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED
 GF0153'M 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1431 ***********************************************************************
 EJ1431  DESIGNATION -  M 131
 EJ1431  PID         -  EJ1431
 EJ1431  STATE/COUNTY-  AR/MONTGOMERY
 EJ1431  USGS QUAD   -  POLK CREEK MTN (1980)
 EJ1431
 EJ1431                         *CURRENT SURVEY CONTROL
 EJ1431  ___________________________________________________________________
 EJ1431* NAD 83(1986)-  34 27 58.     (N)    093 52 19.     (W)     SCALED    
 EJ1431* NAVD 88     -       323.910  (meters)    1062.69   (feet)  ADJUSTED  
 EJ1431  ___________________________________________________________________
 EJ1431  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 EJ1431  DYNAMIC HT  -         323.573 (meters)    1061.59  (feet)  COMP
 EJ1431  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 EJ1431
 EJ1431  VERT ORDER  -  SECOND    CLASS 0
 EJ1431
 EJ1431.The horizontal coordinates were scaled from a topographic map and have
 EJ1431.an estimated accuracy of +/- 6 seconds.
 EJ1431
 EJ1431.The orthometric height was determined by differential leveling
 EJ1431.and adjusted by the National Geodetic Survey in June 1991..
 EJ1431
 EJ1431.The geoid height was determined by GEOID03.
 EJ1431
 EJ1431.The dynamic height is computed by dividing the NAVD 88
 EJ1431.geopotential number by the normal gravity value computed on the
 EJ1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1431.degrees latitude (g = 980.6199 gals.).
 EJ1431
 EJ1431.The modeled gravity was interpolated from observed gravity values.
 EJ1431
 EJ1431;                    North         East    Units  Estimated Accuracy
 EJ1431;SPC AR S     -   601,160.      228,030.      MT  (+/- 180 meters Scaled)
 EJ1431
 EJ1431                          SUPERSEDED SURVEY CONTROL
 EJ1431
 EJ1431  NGVD 29 (??/??/92)  323.847  (m)         1062.49   (f) ADJ UNCH    2 0
 EJ1431
 EJ1431.Superseded values are not recommended for survey control.
 EJ1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1431.See file dsdata.txt to determine how the superseded data were derived.
 EJ1431
 EJ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU199141(NAD 83)
 EJ1431_MARKER: DB = BENCH MARK DISK
 EJ1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1431_STAMPING: M 131 1935
 EJ1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1431+STABILITY: SURFACE MOTION
 EJ1431
 EJ1431  HISTORY     - Date     Condition        Report By
 EJ1431  HISTORY     - 1935     MONUMENTED       CGS
 EJ1431  HISTORY     - 1961     GOOD             NGS
 EJ1431
 EJ1431                          STATION DESCRIPTION
 EJ1431
 EJ1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1431'0.7 MI NE FROM SLATINGTON.
 EJ1431'THIS MARK RECOVERED 0.7 MILE EAST AND 0.15 MILE NORTH OF THE JUNCTION
 EJ1431'OF STATE HIGHWAY 8 AND THE SLATINGTON TOWER ROAD, ABOUT 0.05 MILE EAST
 EJ1431'OF A T-INTERSECTION, ABOUT 94 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EJ1431'OF A VACANT HOUSE AND 18 FEET NORTH OF THE CENTERLINE OF THE ROAD
 EJ1431'ALONG THE SOUTH SIDE OF THE BLUFFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0072 ***********************************************************************
 EK0072  DESIGNATION -  M 132
 EK0072  PID         -  EK0072
 EK0072  STATE/COUNTY-  AR/POLK
 EK0072  USGS QUAD   -  MENA (1975)
 EK0072
 EK0072                         *CURRENT SURVEY CONTROL
 EK0072  ___________________________________________________________________
 EK0072* NAD 83(1986)-  34 32 09.     (N)    094 14 07.     (W)     SCALED    
 EK0072* NAVD 88     -       356.122  (meters)    1168.38   (feet)  ADJUSTED  
 EK0072  ___________________________________________________________________
 EK0072  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 EK0072  DYNAMIC HT  -         355.737 (meters)    1167.11  (feet)  COMP
 EK0072  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 EK0072
 EK0072  VERT ORDER  -  SECOND    CLASS 0
 EK0072
 EK0072.The horizontal coordinates were scaled from a topographic map and have
 EK0072.an estimated accuracy of +/- 6 seconds.
 EK0072
 EK0072.The orthometric height was determined by differential leveling
 EK0072.and adjusted by the National Geodetic Survey in June 1991..
 EK0072
 EK0072.The geoid height was determined by GEOID03.
 EK0072
 EK0072.The dynamic height is computed by dividing the NAVD 88
 EK0072.geopotential number by the normal gravity value computed on the
 EK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0072.degrees latitude (g = 980.6199 gals.).
 EK0072
 EK0072.The modeled gravity was interpolated from observed gravity values.
 EK0072
 EK0072;                    North         East    Units  Estimated Accuracy
 EK0072;SPC AR S     -   609,560.      194,830.      MT  (+/- 180 meters Scaled)
 EK0072
 EK0072                          SUPERSEDED SURVEY CONTROL
 EK0072
 EK0072  NGVD 29 (??/??/92)  356.030  (m)         1168.08   (f) ADJ UNCH    2 0
 EK0072
 EK0072.Superseded values are not recommended for survey control.
 EK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0072.See file dsdata.txt to determine how the superseded data were derived.
 EK0072
 EK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU866222(NAD 83)
 EK0072_MARKER: DB = BENCH MARK DISK
 EK0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0072_STAMPING: M 132 1935
 EK0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0072+STABILITY: SURFACE MOTION
 EK0072
 EK0072  HISTORY     - Date     Condition        Report By
 EK0072  HISTORY     - 1935     MONUMENTED       CGS
 EK0072  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0072
 EK0072                          STATION DESCRIPTION
 EK0072
 EK0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0072'3.5 MI SE FROM MENA.
 EK0072'LOCATED 3.5 MILES SOUTHEAST OF MENA, ALONG MENA-DALLAS RD.,
 EK0072'FROM THE K.C.S. RY STATION, ABOUT 235 FT. WEST OF JUNCTION
 EK0072'OF THE BEE MOUNTAIN RD. AND USGS BENCH MARK PRIM. TRAV. STA.
 EK0072'NO. 11-1907, 49 FT. WEST OF O. MILHAMS MAIL BOX, 19 FT. NORTH
 EK0072'OF THE ROAD CENTERLINE, 1 FT. SOUTH OF THE PROPERTY-LINE FENCE.
 EK0072'TABLET SET IN TOP OF PRECAST CONCRETE POST.
 EK0072
 EK0072                          STATION RECOVERY (1961)
 EK0072
 EK0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1523 ***********************************************************************
 EJ1523  DESIGNATION -  M 133
 EJ1523  PID         -  EJ1523
 EJ1523  STATE/COUNTY-  AR/POLK
 EJ1523  USGS QUAD   -  PINE RIDGE (1985)
 EJ1523
 EJ1523                         *CURRENT SURVEY CONTROL
 EJ1523  ___________________________________________________________________
 EJ1523* NAD 83(1986)-  34 31 41.     (N)    093 55 37.     (W)     SCALED    
 EJ1523* NAVD 88     -       272.393  (meters)     893.68   (feet)  ADJUSTED  
 EJ1523  ___________________________________________________________________
 EJ1523  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EJ1523  DYNAMIC HT  -         272.109 (meters)     892.74  (feet)  COMP
 EJ1523  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 EJ1523
 EJ1523  VERT ORDER  -  SECOND    CLASS 0
 EJ1523
 EJ1523.The horizontal coordinates were scaled from a topographic map and have
 EJ1523.an estimated accuracy of +/- 6 seconds.
 EJ1523
 EJ1523.The orthometric height was determined by differential leveling
 EJ1523.and adjusted by the National Geodetic Survey in June 1991..
 EJ1523
 EJ1523.The geoid height was determined by GEOID03.
 EJ1523
 EJ1523.The dynamic height is computed by dividing the NAVD 88
 EJ1523.geopotential number by the normal gravity value computed on the
 EJ1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1523.degrees latitude (g = 980.6199 gals.).
 EJ1523
 EJ1523.The modeled gravity was interpolated from observed gravity values.
 EJ1523
 EJ1523;                    North         East    Units  Estimated Accuracy
 EJ1523;SPC AR S     -   608,120.      223,110.      MT  (+/- 180 meters Scaled)
 EJ1523
 EJ1523                          SUPERSEDED SURVEY CONTROL
 EJ1523
 EJ1523  NGVD 29 (??/??/92)  272.328  (m)          893.46   (f) ADJ UNCH    2 0
 EJ1523
 EJ1523.Superseded values are not recommended for survey control.
 EJ1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1523.See file dsdata.txt to determine how the superseded data were derived.
 EJ1523
 EJ1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU149210(NAD 83)
 EJ1523_MARKER: DB = BENCH MARK DISK
 EJ1523_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1523_SP_SET: SET IN ROCK OUTCROP
 EJ1523_STAMPING: M-133 1935
 EJ1523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1523+STABILITY: POSITION/ELEVATION WELL
 EJ1523
 EJ1523  HISTORY     - Date     Condition        Report By
 EJ1523  HISTORY     - 1935     MONUMENTED       CGS
 EJ1523  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1523
 EJ1523                          STATION DESCRIPTION
 EJ1523
 EJ1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1523'4.9 MI SE FROM OPAL.
 EJ1523'4.9 MILES SOUTHEAST OF, ALONG THE CANEY CREEK ROAD, POST OFFICE.  1.2
 EJ1523'MI S ALONG BIG FORK RD THENCE 3.7 MI E ALONG ALDOR-GASTON RD, ABOUT .2
 EJ1523'MILE NORTH OF JUNCTION OF THE OLD ROAD TO ALDER, AT A SMALL STREAM AND
 EJ1523'GULCH.  72 FEET NORTHEAST OF INTERSECTION OF ROAD CENTERLINE AND
 EJ1523'STREAM.  21 FEET EAST OF ROAD CENTERLINE.  9 FEET EAST OF A BLAZED OAK
 EJ1523'TREE 1 FT. IN DIAMETER.  2.5 FT. ABOVE THE ROAD SURFACE, IN TOP OF
 EJ1523'LIMESTONE OUTCROP.
 EJ1523
 EJ1523                          STATION RECOVERY (1961)
 EJ1523
 EJ1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0658 ***********************************************************************
 EK0658  DESIGNATION -  M 135
 EK0658  PID         -  EK0658
 EK0658  STATE/COUNTY-  AR/POLK
 EK0658  USGS QUAD   -  BOARD CAMP (1975)
 EK0658
 EK0658                         *CURRENT SURVEY CONTROL
 EK0658  ___________________________________________________________________
 EK0658* NAD 83(1986)-  34 34 26.     (N)    094 00 11.     (W)     SCALED    
 EK0658* NAVD 88     -       257.416  (meters)     844.54   (feet)  ADJUSTED  
 EK0658  ___________________________________________________________________
 EK0658  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 EK0658  DYNAMIC HT  -         257.147 (meters)     843.66  (feet)  COMP
 EK0658  MODELED GRAV-     979,580.8   (mgal)                       NAVD 88
 EK0658
 EK0658  VERT ORDER  -  SECOND    CLASS 0
 EK0658
 EK0658.The horizontal coordinates were scaled from a topographic map and have
 EK0658.an estimated accuracy of +/- 6 seconds.
 EK0658
 EK0658.The orthometric height was determined by differential leveling
 EK0658.and adjusted by the National Geodetic Survey in June 1991..
 EK0658
 EK0658.The geoid height was determined by GEOID03.
 EK0658
 EK0658.The dynamic height is computed by dividing the NAVD 88
 EK0658.geopotential number by the normal gravity value computed on the
 EK0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0658.degrees latitude (g = 980.6199 gals.).
 EK0658
 EK0658.The modeled gravity was interpolated from observed gravity values.
 EK0658
 EK0658;                    North         East    Units  Estimated Accuracy
 EK0658;SPC AR S     -   613,340.      216,220.      MT  (+/- 180 meters Scaled)
 EK0658
 EK0658                          SUPERSEDED SURVEY CONTROL
 EK0658
 EK0658  NGVD 29 (??/??/92)  257.342  (m)          844.30   (f) ADJ UNCH    2 0
 EK0658
 EK0658.Superseded values are not recommended for survey control.
 EK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0658.See file dsdata.txt to determine how the superseded data were derived.
 EK0658
 EK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU079262(NAD 83)
 EK0658_MARKER: DB = BENCH MARK DISK
 EK0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0658_STAMPING: M-135 1935
 EK0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0658+STABILITY: SURFACE MOTION
 EK0658
 EK0658  HISTORY     - Date     Condition        Report By
 EK0658  HISTORY     - 1935     MONUMENTED       CGS
 EK0658  HISTORY     - 1961     GOOD             NGS
 EK0658
 EK0658                          STATION DESCRIPTION
 EK0658
 EK0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0658'1.4 MI S FROM CHERRY HILL.
 EK0658'1.4 MILES SOUTH OF, ALONG OPAL-CHERRY HILL ROAD, FROM CHERRY HILL
 EK0658'CONSOLIDATED SCHOOL.  ABOUT .15 MILE NORTH OF FORD OF MILL CREEK.
 EK0658'ABOUT .3 MILE WEST OF JUNCTION OF ROBINSON CREEK AND OUACHITA RIVER.
 EK0658'ABOUT 120 FEET SOUTH OF THE OUACHITA RIVER.  46.5 FEET WEST OF
 EK0658'CENTERLINE OF ROAD AT TURN.  33 FEET SOUTHWEST OF A FIELD GATE.  23.5
 EK0658'FEET WEST OF AN OAK TREE 3.5 FT. IN DIAMETER.  14.5 FEET WEST OF
 EK0658'PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0658
 EK0658                          STATION RECOVERY (1961)
 EK0658
 EK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1168 ***********************************************************************
 EJ1168  DESIGNATION -  M 136
 EJ1168  PID         -  EJ1168
 EJ1168  STATE/COUNTY-  AR/CLARK
 EJ1168  USGS QUAD   -  CHALYBEATE MTN EAST (1975)
 EJ1168
 EJ1168                         *CURRENT SURVEY CONTROL
 EJ1168  ___________________________________________________________________
 EJ1168* NAD 83(1986)-  34 13 00.     (N)    093 21 03.     (W)     SCALED    
 EJ1168* NAVD 88     -       171.393  (meters)     562.31   (feet)  ADJUSTED  
 EJ1168  ___________________________________________________________________
 EJ1168  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EJ1168  DYNAMIC HT  -         171.219 (meters)     561.74  (feet)  COMP
 EJ1168  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 EJ1168
 EJ1168  VERT ORDER  -  SECOND    CLASS 0
 EJ1168
 EJ1168.The horizontal coordinates were scaled from a topographic map and have
 EJ1168.an estimated accuracy of +/- 6 seconds.
 EJ1168
 EJ1168.The orthometric height was determined by differential leveling
 EJ1168.and adjusted by the National Geodetic Survey in June 1991..
 EJ1168
 EJ1168.The geoid height was determined by GEOID03.
 EJ1168
 EJ1168.The dynamic height is computed by dividing the NAVD 88
 EJ1168.geopotential number by the normal gravity value computed on the
 EJ1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1168.degrees latitude (g = 980.6199 gals.).
 EJ1168
 EJ1168.The modeled gravity was interpolated from observed gravity values.
 EJ1168
 EJ1168;                    North         East    Units  Estimated Accuracy
 EJ1168;SPC AR S     -   572,740.      275,530.      MT  (+/- 180 meters Scaled)
 EJ1168
 EJ1168                          SUPERSEDED SURVEY CONTROL
 EJ1168
 EJ1168  NGVD 29 (??/??/92)  171.387  (m)          562.29   (f) ADJ UNCH    2 0
 EJ1168
 EJ1168.Superseded values are not recommended for survey control.
 EJ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1168.See file dsdata.txt to determine how the superseded data were derived.
 EJ1168
 EJ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT676862(NAD 83)
 EJ1168_MARKER: DB = BENCH MARK DISK
 EJ1168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1168_SP_SET: CULVERT
 EJ1168_STAMPING: M 136 1935
 EJ1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1168
 EJ1168  HISTORY     - Date     Condition        Report By
 EJ1168  HISTORY     - 1935     MONUMENTED       CGS
 EJ1168  HISTORY     - 1964     GOOD             NGS
 EJ1168
 EJ1168                          STATION DESCRIPTION
 EJ1168
 EJ1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1168'1.7 MI SE FROM ALPINE.
 EJ1168'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SCHOOL AT ALPINE,
 EJ1168'AT AN 8-BY 8-FOOT CONCRETE BOX CULVERT MARKED 8-5-8.8, 115 FEET EAST
 EJ1168'OF THE JUNCTION OF A DIM ROAD LEADING SOUTH ALONG A CREEK, 32 FEET
 EJ1168'SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE SOUTH HEADWALL OF THE
 EJ1168'CULVERT, AND 6 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 EJ1168'M 136 1935.  NOTE-- MARK WAS RECOVERED ABOUT 0.3 MILE W OF A ROADSIDE
 EJ1168'PARK, ABOUT 0.8 FOOT WEST OF EAST END OF SOUTH HEADWALL AND ABOUT 8
 EJ1168'FEET BELOW LEVEL OF HIGHWAY.
 EJ1168
 EJ1168                          STATION RECOVERY (1964)
 EJ1168
 EJ1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1193 ***********************************************************************
 EJ1193  DESIGNATION -  M 137
 EJ1193  PID         -  EJ1193
 EJ1193  STATE/COUNTY-  AR/GARLAND
 EJ1193  USGS QUAD   -  PEARCY (1976)
 EJ1193
 EJ1193                         *CURRENT SURVEY CONTROL
 EJ1193  ___________________________________________________________________
 EJ1193* NAD 83(1986)-  34 23 23.     (N)    093 16 40.     (W)     SCALED    
 EJ1193* NAVD 88     -       181.673  (meters)     596.04   (feet)  ADJUSTED  
 EJ1193  ___________________________________________________________________
 EJ1193  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EJ1193  DYNAMIC HT  -         181.492 (meters)     595.45  (feet)  COMP
 EJ1193  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 EJ1193
 EJ1193  VERT ORDER  -  SECOND    CLASS 0
 EJ1193
 EJ1193.The horizontal coordinates were scaled from a topographic map and have
 EJ1193.an estimated accuracy of +/- 6 seconds.
 EJ1193
 EJ1193.The orthometric height was determined by differential leveling
 EJ1193.and adjusted by the National Geodetic Survey in June 1991..
 EJ1193
 EJ1193.The geoid height was determined by GEOID03.
 EJ1193
 EJ1193.The dynamic height is computed by dividing the NAVD 88
 EJ1193.geopotential number by the normal gravity value computed on the
 EJ1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1193.degrees latitude (g = 980.6199 gals.).
 EJ1193
 EJ1193.The modeled gravity was interpolated from observed gravity values.
 EJ1193
 EJ1193;                    North         East    Units  Estimated Accuracy
 EJ1193;SPC AR S     -   591,840.      282,510.      MT  (+/- 180 meters Scaled)
 EJ1193
 EJ1193                          SUPERSEDED SURVEY CONTROL
 EJ1193
 EJ1193  NGVD 29 (??/??/92)  181.66   (m)          596.0    (f) COMPUTED    2 0
 EJ1193
 EJ1193.Superseded values are not recommended for survey control.
 EJ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1193.See file dsdata.txt to determine how the superseded data were derived.
 EJ1193
 EJ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU744054(NAD 83)
 EJ1193_MARKER: DB = BENCH MARK DISK
 EJ1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1193_STAMPING: M 137 1935
 EJ1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1193+STABILITY: SURFACE MOTION
 EJ1193
 EJ1193  HISTORY     - Date     Condition        Report By
 EJ1193  HISTORY     - 1935     MONUMENTED       CGS
 EJ1193
 EJ1193                          STATION DESCRIPTION
 EJ1193
 EJ1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1193'2.9 MI S FROM PEARCY.
 EJ1193'2.9 MILES SOUTH ALONG THE ROAD LEADING TO POINT CEDAR FROM THE POST
 EJ1193'OFFICE AT PEARCY, 0.2 MILE NORTH OF THE SCHOOL AT OMA, 105 FEET EAST
 EJ1193'OF THE CENTER OF THE INTERSECTION OF THE AMITY-HOT SPRINGS ROAD, 39.5
 EJ1193'FEET WEST OF A GATE TO DR. AM RESIDENCE, 19 FEET SOUTH OF THE
 EJ1193'CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 EJ1193'STAMPED M 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1201 ***********************************************************************
 EJ1201  DESIGNATION -  M 138
 EJ1201  PID         -  EJ1201
 EJ1201  STATE/COUNTY-  AR/CLARK
 EJ1201  USGS QUAD   -  CHALYBEATE MTN EAST (1975)
 EJ1201
 EJ1201                         *CURRENT SURVEY CONTROL
 EJ1201  ___________________________________________________________________
 EJ1201* NAD 83(1986)-  34 14 56.     (N)    093 16 05.     (W)     SCALED    
 EJ1201* NAVD 88     -       168.178  (meters)     551.76   (feet)  ADJUSTED  
 EJ1201  ___________________________________________________________________
 EJ1201  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EJ1201  DYNAMIC HT  -         168.009 (meters)     551.21  (feet)  COMP
 EJ1201  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 EJ1201
 EJ1201  VERT ORDER  -  SECOND    CLASS 0
 EJ1201
 EJ1201.The horizontal coordinates were scaled from a topographic map and have
 EJ1201.an estimated accuracy of +/- 6 seconds.
 EJ1201
 EJ1201.The orthometric height was determined by differential leveling
 EJ1201.and adjusted by the National Geodetic Survey in June 1991..
 EJ1201
 EJ1201.The geoid height was determined by GEOID03.
 EJ1201
 EJ1201.The dynamic height is computed by dividing the NAVD 88
 EJ1201.geopotential number by the normal gravity value computed on the
 EJ1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1201.degrees latitude (g = 980.6199 gals.).
 EJ1201
 EJ1201.The modeled gravity was interpolated from observed gravity values.
 EJ1201
 EJ1201;                    North         East    Units  Estimated Accuracy
 EJ1201;SPC AR S     -   576,210.      283,210.      MT  (+/- 180 meters Scaled)
 EJ1201
 EJ1201                          SUPERSEDED SURVEY CONTROL
 EJ1201
 EJ1201  NGVD 29 (??/??/92)  168.177  (m)          551.76   (f) ADJ UNCH    2 0
 EJ1201
 EJ1201.Superseded values are not recommended for survey control.
 EJ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1201.See file dsdata.txt to determine how the superseded data were derived.
 EJ1201
 EJ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT753897(NAD 83)
 EJ1201_MARKER: DB = BENCH MARK DISK
 EJ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1201_STAMPING: M 138 1935
 EJ1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1201+STABILITY: SURFACE MOTION
 EJ1201
 EJ1201  HISTORY     - Date     Condition        Report By
 EJ1201  HISTORY     - 1935     MONUMENTED       CGS
 EJ1201
 EJ1201                          STATION DESCRIPTION
 EJ1201
 EJ1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1201'4.7 MI NW FROM GRAVEL PIT TOWER 3.
 EJ1201'4.7 MILES NORTHWEST ALONG THE SODOM ROAD FROM GRAVEL PIT TOWER 3, 0.4
 EJ1201'MILE WEST OF THE JUNCTION OF THE ALBERT DAVIS ROAD, AT THE JUNCTION OF
 EJ1201'THE GRAVEL PIT ROAD, 130 FEET NORTHEAST OF THE CENTER OF THE
 EJ1201'INTERSECTION OF THE ROADS, 72 FEET SOUTHWEST OF A GATE TO THE W.K.
 EJ1201'FINDLEY FARMYARD, 36 FEET NORTH OF THE OUTER LINE OF THE ROAD, AND 1
 EJ1201'FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED M 138 1935 AND SET IN
 EJ1201'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0737 ***********************************************************************
 EJ0737  DESIGNATION -  M 139
 EJ0737  PID         -  EJ0737
 EJ0737  STATE/COUNTY-  AR/HOT SPRING
 EJ0737  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0737
 EJ0737                         *CURRENT SURVEY CONTROL
 EJ0737  ___________________________________________________________________
 EJ0737* NAD 83(1986)-  34 21 25.     (N)    092 57 48.     (W)     SCALED    
 EJ0737* NAVD 88     -       106.981  (meters)     350.99   (feet)  ADJUSTED  
 EJ0737  ___________________________________________________________________
 EJ0737  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EJ0737  DYNAMIC HT  -         106.877 (meters)     350.65  (feet)  COMP
 EJ0737  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 EJ0737
 EJ0737  VERT ORDER  -  SECOND    CLASS 0
 EJ0737
 EJ0737.The horizontal coordinates were scaled from a topographic map and have
 EJ0737.an estimated accuracy of +/- 6 seconds.
 EJ0737
 EJ0737.The orthometric height was determined by differential leveling
 EJ0737.and adjusted by the National Geodetic Survey in June 1991..
 EJ0737
 EJ0737.The geoid height was determined by GEOID03.
 EJ0737
 EJ0737.The dynamic height is computed by dividing the NAVD 88
 EJ0737.geopotential number by the normal gravity value computed on the
 EJ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0737.degrees latitude (g = 980.6199 gals.).
 EJ0737
 EJ0737.The modeled gravity was interpolated from observed gravity values.
 EJ0737
 EJ0737;                    North         East    Units  Estimated Accuracy
 EJ0737;SPC AR S     -   587,890.      311,380.      MT  (+/- 180 meters Scaled)
 EJ0737
 EJ0737                          SUPERSEDED SURVEY CONTROL
 EJ0737
 EJ0737  NGVD 29 (??/??/92)  106.987  (m)          351.01   (f) ADJ UNCH    2 0
 EJ0737
 EJ0737.Superseded values are not recommended for survey control.
 EJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0737.See file dsdata.txt to determine how the superseded data were derived.
 EJ0737
 EJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU033017(NAD 83)
 EJ0737_MARKER: DB = BENCH MARK DISK
 EJ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0737_STAMPING: M 139 1935
 EJ0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0737+STABILITY: SURFACE MOTION
 EJ0737
 EJ0737  HISTORY     - Date     Condition        Report By
 EJ0737  HISTORY     - 1935     MONUMENTED       CGS
 EJ0737  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0737
 EJ0737                          STATION DESCRIPTION
 EJ0737
 EJ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0737'4 MI NW FROM SOCIAL HILL.
 EJ0737'ABOUT 4 MILES NORTHWEST ALONG THE OLD SOCIAL HILL-HOT SPRING  ROAD
 EJ0737'FROM THE R.J. HODGES RESIDENCE AT SOCIAL HILL, 1.5 MILES NORTH OF THE
 EJ0737'JUNCTION OF STATE HIGHWAY 84, 0.5 MILE SOUTH OF THE JUNCTION OF THE
 EJ0737'OAK GROVE ROAD, 230 FEET WEST OF A FORD ACROSS THE SOUTH FORK OF
 EJ0737'BLAKELY CREEK, AND 24 FEET SOUTHWEST OF A 6-INCH BLAZED PINE TREE.  A
 EJ0737'STANDARD DISK, STAMPED M 139 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0737'POST.
 EJ0737
 EJ0737                          STATION RECOVERY (1975)
 EJ0737
 EJ0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1436 ***********************************************************************
 EJ1436  DESIGNATION -  M 14
 EJ1436  PID         -  EJ1436
 EJ1436  STATE/COUNTY-  AR/MONTGOMERY
 EJ1436  USGS QUAD   -  BIG FORK (1980)
 EJ1436
 EJ1436                         *CURRENT SURVEY CONTROL
 EJ1436  ___________________________________________________________________
 EJ1436* NAD 83(1986)-  34 25 24.     (N)    093 54 28.     (W)     SCALED    
 EJ1436* NAVD 88     -       364.462  (meters)    1195.74   (feet)  ADJUSTED  
 EJ1436  ___________________________________________________________________
 EJ1436  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EJ1436  DYNAMIC HT  -         364.081 (meters)    1194.49  (feet)  COMP
 EJ1436  MODELED GRAV-     979,579.7   (mgal)                       NAVD 88
 EJ1436
 EJ1436  VERT ORDER  -  SECOND    CLASS 0
 EJ1436
 EJ1436.The horizontal coordinates were scaled from a topographic map and have
 EJ1436.an estimated accuracy of +/- 6 seconds.
 EJ1436
 EJ1436.The orthometric height was determined by differential leveling
 EJ1436.and adjusted by the National Geodetic Survey in June 1991..
 EJ1436
 EJ1436.The geoid height was determined by GEOID03.
 EJ1436
 EJ1436.The dynamic height is computed by dividing the NAVD 88
 EJ1436.geopotential number by the normal gravity value computed on the
 EJ1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1436.degrees latitude (g = 980.6199 gals.).
 EJ1436
 EJ1436.The modeled gravity was interpolated from observed gravity values.
 EJ1436
 EJ1436;                    North         East    Units  Estimated Accuracy
 EJ1436;SPC AR S     -   596,470.      224,650.      MT  (+/- 180 meters Scaled)
 EJ1436
 EJ1436                          SUPERSEDED SURVEY CONTROL
 EJ1436
 EJ1436  NGVD 29 (??/??/92)  364.399  (m)         1195.53   (f) ADJ UNCH    2 0
 EJ1436
 EJ1436.Superseded values are not recommended for survey control.
 EJ1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1436.See file dsdata.txt to determine how the superseded data were derived.
 EJ1436
 EJ1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU165094(NAD 83)
 EJ1436_MARKER: DB = BENCH MARK DISK
 EJ1436_SETTING: 0 = UNSPECIFIED SETTING
 EJ1436_STAMPING: M-14 1934
 EJ1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1436+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 EJ1436
 EJ1436  HISTORY     - Date     Condition        Report By
 EJ1436  HISTORY     - 1934     MONUMENTED       ARGS
 EJ1436  HISTORY     - 1935     GOOD             NGS
 EJ1436  HISTORY     - 1971     GOOD             USFS
 EJ1436  HISTORY     - 20040701 GOOD             ARHD
 EJ1436
 EJ1436                          STATION DESCRIPTION
 EJ1436
 EJ1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1436'4.9 MI S FROM SLATINGTON.
 EJ1436'4.9 MILES SOUTH OF, ALONG CROOKED CREEK RD., FROM J. L. COXS
 EJ1436'RESIDENCE.  IN EXTREME SOUTHWEST PORTION OF SE 1/4 OF SEC. 5.  T. 4
 EJ1436'S., R. 27 W.  3.6 MILES SOUTH OF SLATINGTON TOWER.  81.5 FEET
 EJ1436'SOUTHWEST OF SOUTHWEST CORNER OF BRIDGE OVER CROOKED CREEK.  70 FEET
 EJ1436'SOUTH OF INTERSECTION OF ALBERT ROAD WITH FOREST SERVICE ROAD TO
 EJ1436'SLATINGTON TOWER.  57 FEET SOUTHWEST OF ROAD MARKER.  34 FEET SOUTH OF
 EJ1436'CROOKED CREEK ROAD CENTERLINE.  6.5 FEET ABOVE THE SURFACE OF THE
 EJ1436'ROAD.
 EJ1436
 EJ1436                          STATION RECOVERY (1971)
 EJ1436
 EJ1436'RECOVERY NOTE BY US FOREST SERVICE 1971
 EJ1436'RECOVERED IN GOOD CONDITION.
 EJ1436
 EJ1436                          STATION RECOVERY (2004)
 EJ1436
 EJ1436'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EJ1436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1605 ***********************************************************************
 EH1605  DESIGNATION -  M 14
 EH1605  PID         -  EH1605
 EH1605  STATE/COUNTY-  AR/JEFFERSON
 EH1605  USGS QUAD   -  CADES (1975)
 EH1605
 EH1605                         *CURRENT SURVEY CONTROL
 EH1605  ___________________________________________________________________
 EH1605* NAD 83(1986)-  34 06 26.     (N)    091 34 07.     (W)     SCALED    
 EH1605* NAVD 88     -        55.692  (meters)     182.72   (feet)  ADJUSTED  
 EH1605  ___________________________________________________________________
 EH1605  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EH1605  DYNAMIC HT  -          55.637 (meters)     182.54  (feet)  COMP
 EH1605  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 EH1605
 EH1605  VERT ORDER  -  SECOND    CLASS 0
 EH1605
 EH1605.The horizontal coordinates were scaled from a topographic map and have
 EH1605.an estimated accuracy of +/- 6 seconds.
 EH1605
 EH1605.The orthometric height was determined by differential leveling
 EH1605.and adjusted by the National Geodetic Survey in August 1993..
 EH1605
 EH1605.The geoid height was determined by GEOID03.
 EH1605
 EH1605.The dynamic height is computed by dividing the NAVD 88
 EH1605.geopotential number by the normal gravity value computed on the
 EH1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1605.degrees latitude (g = 980.6199 gals.).
 EH1605
 EH1605.The modeled gravity was interpolated from observed gravity values.
 EH1605
 EH1605;                    North         East    Units  Estimated Accuracy
 EH1605;SPC AR S     -   559,860.      439,800.      MT  (+/- 180 meters Scaled)
 EH1605
 EH1605                          SUPERSEDED SURVEY CONTROL
 EH1605
 EH1605  NAVD 88 (06/15/91)   55.738  (m)          182.87   (f) UNKNOWN     2 0
 EH1605  NGVD 29 (??/??/??)   55.739  (m)          182.87   (f) ADJUSTED    2 0
 EH1605
 EH1605.Superseded values are not recommended for survey control.
 EH1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1605.See file dsdata.txt to determine how the superseded data were derived.
 EH1605
 EH1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT320749(NAD 83)
 EH1605_MARKER: DB = BENCH MARK DISK
 EH1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1605_STAMPING: M 14 1932 182.870
 EH1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1605+STABILITY: SURFACE MOTION
 EH1605
 EH1605  HISTORY     - Date     Condition        Report By
 EH1605  HISTORY     - 1932     MONUMENTED       CGS
 EH1605  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1605
 EH1605                          STATION DESCRIPTION
 EH1605
 EH1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1605'5.1 MI SE FROM REYDEL.
 EH1605'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM REYDEL, JEFFERSON
 EH1605'COUNTY, THENCE RIGHT ABOUT 2.5 MILES ALONG THE DIRT ROAD AT THE FOOT
 EH1605'OF THE LEVEE.  AT THE OLD HANNABERRY PLANTATION, ABOUT 4.2 MILES
 EH1605'DOWNSTREAM FROM THE LITTLE BAYOU METO FLOODGATE, IN THE LAWN IN FRONT
 EH1605'OF THE LARGE WHITE HOUSE OF G. A. HEFLINE, 46 FEET NORTHEAST OF THE
 EH1605'SOUTHEAST CORNER OF THE HOUSE, AND 34 FEET SOUTHEAST OF THE NORTHEAST
 EH1605'CORNER OF THE HOUSE.  A STANDARD DISK, STAMPED 182.870 M 14 1932 AND
 EH1605'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 EH1605'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0824 ***********************************************************************
 EH0824  DESIGNATION -  M 14 12
 EH0824  PID         -  EH0824
 EH0824  STATE/COUNTY-  AR/PHILLIPS
 EH0824  USGS QUAD   -  LEXA (1991)
 EH0824
 EH0824                         *CURRENT SURVEY CONTROL
 EH0824  ___________________________________________________________________
 EH0824* NAD 83(1986)-  34 32 52.     (N)    090 51 11.     (W)     SCALED    
 EH0824* NAVD 88     -        58.618  (meters)     192.32   (feet)  ADJUSTED  
 EH0824  ___________________________________________________________________
 EH0824  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH0824  DYNAMIC HT  -          58.561 (meters)     192.13  (feet)  COMP
 EH0824  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EH0824
 EH0824  VERT ORDER  -  FIRST     CLASS II
 EH0824
 EH0824.The horizontal coordinates were scaled from a topographic map and have
 EH0824.an estimated accuracy of +/- 6 seconds.
 EH0824
 EH0824.The orthometric height was determined by differential leveling
 EH0824.and adjusted by the National Geodetic Survey in June 1991..
 EH0824
 EH0824.The geoid height was determined by GEOID03.
 EH0824
 EH0824.The dynamic height is computed by dividing the NAVD 88
 EH0824.geopotential number by the normal gravity value computed on the
 EH0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0824.degrees latitude (g = 980.6199 gals.).
 EH0824
 EH0824.The modeled gravity was interpolated from observed gravity values.
 EH0824
 EH0824;                    North         East    Units  Estimated Accuracy
 EH0824;SPC AR S     -   609,230.      505,270.      MT  (+/- 180 meters Scaled)
 EH0824
 EH0824                          SUPERSEDED SURVEY CONTROL
 EH0824
 EH0824  NGVD 29 (??/??/??)   58.653  (m)          192.43   (f) ADJUSTED    1 2
 EH0824
 EH0824.Superseded values are not recommended for survey control.
 EH0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0824.See file dsdata.txt to determine how the superseded data were derived.
 EH0824
 EH0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU970249(NAD 83)
 EH0824_MARKER: DD = SURVEY DISK
 EH0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0824_STAMPING: BM M-14-12
 EH0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0824+STABILITY: SURFACE MOTION
 EH0824
 EH0824  HISTORY     - Date     Condition        Report By
 EH0824  HISTORY     - UNK      MONUMENTED       DOD
 EH0824  HISTORY     - 1956     GOOD             CGS
 EH0824  HISTORY     - 1976     GOOD             NGS
 EH0824  HISTORY     - 20030401 MARK NOT FOUND   USACE
 EH0824
 EH0824                          STATION DESCRIPTION
 EH0824
 EH0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0824'3.55 MI E FROM MARVELL.
 EH0824'ABOUT 3.55 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0824'STATION AT MARVELL, AT POPLAR GROVE, ABOUT 0.4 MILE EAST OF MILE POST
 EH0824'335, 25 FEET NORTH OF NORTH RAIL OF NORTH TRACK, 3 1/2 FEET NORTH OF
 EH0824'TELEPHONE POLE NO. 711 WITH A BRACE POLE, 197 1/2 FEET WEST AND ACROSS
 EH0824'TRACK FROM STATION SIGN POPLAR GROVE, ABOUT 1/2 FOOT BELOW LEVEL OF
 EH0824'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EH0824
 EH0824                          STATION RECOVERY (1976)
 EH0824
 EH0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0824'RECOVERED IN GOOD CONDITION.
 EH0824
 EH0824                          STATION RECOVERY (2003)
 EH0824
 EH0824'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0820 ***********************************************************************
 EH0820  DESIGNATION -  M 14 15
 EH0820  PID         -  EH0820
 EH0820  STATE/COUNTY-  AR/PHILLIPS
 EH0820  USGS QUAD   -  MARVELL (1971)
 EH0820
 EH0820                         *CURRENT SURVEY CONTROL
 EH0820  ___________________________________________________________________
 EH0820* NAD 83(1986)-  34 33 18.     (N)    090 54 43.     (W)     SCALED    
 EH0820* NAVD 88     -        63.637  (meters)     208.78   (feet)  ADJUSTED  
 EH0820  ___________________________________________________________________
 EH0820  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0820  DYNAMIC HT  -          63.576 (meters)     208.58  (feet)  COMP
 EH0820  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 EH0820
 EH0820  VERT ORDER  -  FIRST     CLASS II
 EH0820
 EH0820.The horizontal coordinates were scaled from a topographic map and have
 EH0820.an estimated accuracy of +/- 6 seconds.
 EH0820
 EH0820.The orthometric height was determined by differential leveling
 EH0820.and adjusted by the National Geodetic Survey in June 1991..
 EH0820.WARNING-Repeat measurements at this control monument indicate possible
 EH0820.vertical movement.
 EH0820
 EH0820.The geoid height was determined by GEOID03.
 EH0820
 EH0820.The dynamic height is computed by dividing the NAVD 88
 EH0820.geopotential number by the normal gravity value computed on the
 EH0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0820.degrees latitude (g = 980.6199 gals.).
 EH0820
 EH0820.The modeled gravity was interpolated from observed gravity values.
 EH0820
 EH0820;                    North         East    Units  Estimated Accuracy
 EH0820;SPC AR S     -   609,970.      499,860.      MT  (+/- 180 meters Scaled)
 EH0820
 EH0820                          SUPERSEDED SURVEY CONTROL
 EH0820
 EH0820  NGVD 29 (??/??/??)   63.671  (m)          208.89   (f) ADJUSTED    1 2
 EH0820
 EH0820.Superseded values are not recommended for survey control.
 EH0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0820.See file dsdata.txt to determine how the superseded data were derived.
 EH0820
 EH0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU915256(NAD 83)
 EH0820_MARKER: DD = SURVEY DISK
 EH0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0820_STAMPING: M-14-15 B.M.
 EH0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0820+STABILITY: SURFACE MOTION
 EH0820
 EH0820  HISTORY     - Date     Condition        Report By
 EH0820  HISTORY     - UNK      MONUMENTED       DOD
 EH0820  HISTORY     - 1956     GOOD             CGS
 EH0820  HISTORY     - 1976     GOOD             NGS
 EH0820  HISTORY     - 20030306 MARK NOT FOUND   USACE
 EH0820
 EH0820                          STATION DESCRIPTION
 EH0820
 EH0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0820'IN MARVELL.
 EH0820'AT MARVELL, ABOUT 120 YARDS EAST ALONG THE MISSOURI PACIFIC RAILROAD
 EH0820'FROM THE EAST END OF STATION, 107 FEET WEST AND ACROSS PINE STREET
 EH0820'FROM MILE POLE 338, 30 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 32 FEET
 EH0820'WEST OF CENTER LINE OF PINE STREET, 79 FEET NORTH AND ACROSS MAIN
 EH0820'STREET FROM THE NORTHWEST CORNER OF RED BRICK BANK BUILDING, 1 FOOT
 EH0820'NORTH OF NORTHEAST CORNER OF A CONCRETE CURB AROUND A FLOWER BED, 10.8
 EH0820'FEET WEST-NORTHWEST OF A POWER POLE, 2 FEET SOUTH OF A WHITE WOODEN
 EH0820'WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 EH0820'POST ABOUT 1 INCH UNDERGROUND.
 EH0820
 EH0820                          STATION RECOVERY (1976)
 EH0820
 EH0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0820'RECOVERED IN GOOD CONDITION.
 EH0820
 EH0820                          STATION RECOVERY (2003)
 EH0820
 EH0820'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0869 ***********************************************************************
 EH0869  DESIGNATION -  M 14 51 4
 EH0869  PID         -  EH0869
 EH0869  STATE/COUNTY-  AR/LEE
 EH0869  USGS QUAD   -  RONDO (1971)
 EH0869
 EH0869                         *CURRENT SURVEY CONTROL
 EH0869  ___________________________________________________________________
 EH0869* NAD 83(1986)-  34 39 28.     (N)    090 52 22.     (W)     SCALED    
 EH0869* NAVD 88     -        58.898  (meters)     193.23   (feet)  ADJUSTED  
 EH0869  ___________________________________________________________________
 EH0869  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH0869  DYNAMIC HT  -          58.843 (meters)     193.05  (feet)  COMP
 EH0869  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 EH0869
 EH0869  VERT ORDER  -  FIRST     CLASS II
 EH0869
 EH0869.The horizontal coordinates were scaled from a topographic map and have
 EH0869.an estimated accuracy of +/- 6 seconds.
 EH0869
 EH0869.The orthometric height was determined by differential leveling
 EH0869.and adjusted by the National Geodetic Survey in June 1991..
 EH0869
 EH0869.The geoid height was determined by GEOID03.
 EH0869
 EH0869.The dynamic height is computed by dividing the NAVD 88
 EH0869.geopotential number by the normal gravity value computed on the
 EH0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0869.degrees latitude (g = 980.6199 gals.).
 EH0869
 EH0869.The modeled gravity was interpolated from observed gravity values.
 EH0869
 EH0869;                    North         East    Units  Estimated Accuracy
 EH0869;SPC AR S     -   621,410.      503,320.      MT  (+/- 180 meters Scaled)
 EH0869
 EH0869                          SUPERSEDED SURVEY CONTROL
 EH0869
 EH0869  NGVD 29 (??/??/??)   58.912  (m)          193.28   (f) ADJUSTED    1 2
 EH0869
 EH0869.Superseded values are not recommended for survey control.
 EH0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0869.See file dsdata.txt to determine how the superseded data were derived.
 EH0869
 EH0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU949371(NAD 83)
 EH0869_MARKER: DD = SURVEY DISK
 EH0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0869_STAMPING: M-14-51-4 1951
 EH0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0869+STABILITY: SURFACE MOTION
 EH0869
 EH0869  HISTORY     - Date     Condition        Report By
 EH0869  HISTORY     - 1951     MONUMENTED       DOD
 EH0869  HISTORY     - 1956     GOOD             CGS
 EH0869  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH0869
 EH0869                          STATION DESCRIPTION
 EH0869
 EH0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0869'2.95 MI W FROM RONDO.
 EH0869'ABOUT 2.95 MILES WEST ALONG STATE HIGHWAY 121 FROM THE COTTON GIN AT
 EH0869'RONDO, ABOUT 1.15 MILE WEST OF INTERSECTION OF A NORTHWEST-SOUTHEAST
 EH0869'CROSSROAD, 45 FEET NORTH OF CENTER LINE OF GRAVEL ROAD, 3 1/2 FEET
 EH0869'NORTH OF A FENCE LINE, 3 1/2 FEET NORTHEAST OF A FENCE CORNER AND
 EH0869'INSIDE A SMALL PASTURE, 135 FEET WEST OF A TELEPHONE POLE, ABOUT 54
 EH0869'YARDS WEST OF SOUTHWEST CORNER OF A SMALL POND, 4 FEET NORTH-NORTHWEST
 EH0869'OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF
 EH0869'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EH0869'NOTE-- AREA IS BARE AND IN CULTIVATED FIELD.
 EH0869
 EH0869                          STATION RECOVERY (1970)
 EH0869
 EH0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0818 ***********************************************************************
 EH0818  DESIGNATION -  M 14 6 RM
 EH0818  PID         -  EH0818
 EH0818  STATE/COUNTY-  AR/PHILLIPS
 EH0818  USGS QUAD   -  MARVELL (1971)
 EH0818
 EH0818                         *CURRENT SURVEY CONTROL
 EH0818  ___________________________________________________________________
 EH0818* NAD 83(1986)-  34 33 26.     (N)    090 55 36.     (W)     SCALED    
 EH0818* NAVD 88     -        58.663  (meters)     192.46   (feet)  ADJUSTED  
 EH0818  ___________________________________________________________________
 EH0818  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0818  DYNAMIC HT  -          58.607 (meters)     192.28  (feet)  COMP
 EH0818  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 EH0818
 EH0818  VERT ORDER  -  FIRST     CLASS II
 EH0818
 EH0818.The horizontal coordinates were scaled from a topographic map and have
 EH0818.an estimated accuracy of +/- 6 seconds.
 EH0818
 EH0818.The orthometric height was determined by differential leveling
 EH0818.and adjusted by the National Geodetic Survey in June 1991..
 EH0818
 EH0818.The geoid height was determined by GEOID03.
 EH0818
 EH0818.The dynamic height is computed by dividing the NAVD 88
 EH0818.geopotential number by the normal gravity value computed on the
 EH0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0818.degrees latitude (g = 980.6199 gals.).
 EH0818
 EH0818.The modeled gravity was interpolated from observed gravity values.
 EH0818
 EH0818;                    North         East    Units  Estimated Accuracy
 EH0818;SPC AR S     -   610,210.      498,500.      MT  (+/- 180 meters Scaled)
 EH0818
 EH0818                          SUPERSEDED SURVEY CONTROL
 EH0818
 EH0818  NGVD 29 (??/??/??)   58.697  (m)          192.58   (f) ADJUSTED    1 2
 EH0818
 EH0818.Superseded values are not recommended for survey control.
 EH0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0818.See file dsdata.txt to determine how the superseded data were derived.
 EH0818
 EH0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU902258(NAD 83)
 EH0818_MARKER: DD = SURVEY DISK
 EH0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0818_STAMPING: REF. MAR. M.14-6 1951
 EH0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0818+STABILITY: SURFACE MOTION
 EH0818
 EH0818  HISTORY     - Date     Condition        Report By
 EH0818  HISTORY     - 1951     MONUMENTED       DOD
 EH0818  HISTORY     - 1956     GOOD             CGS
 EH0818  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0818
 EH0818                          STATION DESCRIPTION
 EH0818
 EH0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0818'0.7 MI W FROM MARVELL.
 EH0818'ABOUT 0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0818'STATION AT MARVELL, ABOUT 0.15 MILE EAST OF MILE POLE 339, 29 FEET
 EH0818'NORTH OF NORTH RAIL, 39 FEET NORTHEAST OF CENTER OF CROSSING OF A
 EH0818'NORTH-SOUTH DIRT ROAD, 21 FEET EAST OF CENTER LINE OF DIRT ROAD, 4 1/2
 EH0818'FEET SOUTHEAST OF A POWER POLE, 65 FEET EAST AND ACROSS ROAD FROM
 EH0818'TELEPHONE POLE NO. 855, 22 1/2 FEET NORTH OF NORTH END OF A 24-INCH
 EH0818'PIPE CULVERT UNDER TRACK, 53.8 FEET NORTH-NORTHWEST AND ACROSS TRACK
 EH0818'FROM A SWITCH STAND AT WEST END OF A SIDING TO MARVELL GRANARY
 EH0818'COMPANY, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST
 EH0818'PROJECTING 2 INCHES.  NOTE-- 1911 REPORT--THE AREA IS NOW GROWN OVER
 EH0818'WITH HEAVY BRUSH, LARGE PILES OF DIRT AND CONCRETE SLABS HAVE ALSO
 EH0818'BEEN PILED UP IN THIS AREA.  NOTE-- ROAD CONSTRUCTION IN THE AREA.
 EH0818
 EH0818                          STATION RECOVERY (1976)
 EH0818
 EH0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0722 ***********************************************************************
 EJ0722  DESIGNATION -  M 140
 EJ0722  PID         -  EJ0722
 EJ0722  STATE/COUNTY-  AR/HOT SPRING
 EJ0722  USGS QUAD   -  MALVERN NORTH (1978)
 EJ0722
 EJ0722                         *CURRENT SURVEY CONTROL
 EJ0722  ___________________________________________________________________
 EJ0722* NAD 83(1986)-  34 25 38.     (N)    092 48 49.     (W)     SCALED    
 EJ0722* NAVD 88     -       119.427  (meters)     391.82   (feet)  ADJUSTED  
 EJ0722  ___________________________________________________________________
 EJ0722  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ0722  DYNAMIC HT  -         119.313 (meters)     391.45  (feet)  COMP
 EJ0722  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 EJ0722
 EJ0722  VERT ORDER  -  SECOND    CLASS 0
 EJ0722
 EJ0722.The horizontal coordinates were scaled from a topographic map and have
 EJ0722.an estimated accuracy of +/- 6 seconds.
 EJ0722
 EJ0722.The orthometric height was determined by differential leveling
 EJ0722.and adjusted by the National Geodetic Survey in June 1991..
 EJ0722
 EJ0722.The geoid height was determined by GEOID03.
 EJ0722
 EJ0722.The dynamic height is computed by dividing the NAVD 88
 EJ0722.geopotential number by the normal gravity value computed on the
 EJ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0722.degrees latitude (g = 980.6199 gals.).
 EJ0722
 EJ0722.The modeled gravity was interpolated from observed gravity values.
 EJ0722
 EJ0722;                    North         East    Units  Estimated Accuracy
 EJ0722;SPC AR S     -   595,570.      325,220.      MT  (+/- 180 meters Scaled)
 EJ0722
 EJ0722                          SUPERSEDED SURVEY CONTROL
 EJ0722
 EJ0722  NGVD 29 (??/??/92)  119.436  (m)          391.85   (f) ADJ UNCH    2 0
 EJ0722
 EJ0722.Superseded values are not recommended for survey control.
 EJ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0722.See file dsdata.txt to determine how the superseded data were derived.
 EJ0722
 EJ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU171095(NAD 83)
 EJ0722_MARKER: DB = BENCH MARK DISK
 EJ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0722_STAMPING: M 140 1935
 EJ0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0722+STABILITY: SURFACE MOTION
 EJ0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0722+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 EJ0722
 EJ0722  HISTORY     - Date     Condition        Report By
 EJ0722  HISTORY     - 1935     MONUMENTED       CGS
 EJ0722  HISTORY     - 1975     GOOD             USGS
 EJ0722  HISTORY     - 20010408 GOOD             JCLS
 EJ0722  HISTORY     - 20060925 GOOD             JCLS
 EJ0722
 EJ0722                          STATION DESCRIPTION
 EJ0722
 EJ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0722'IN BUTTERFIELD.
 EJ0722'AT BUTTERFIELD, HOT SPRING  COUNTY, 110 FEET SOUTH ALONG U.S. HIGHWAY
 EJ0722'270 FROM THE POST OFFICE, 79.5 FEET NORTHWEST OF THE CENTER OF ITS
 EJ0722'INTERSECTION WITH THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 43
 EJ0722'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF A
 EJ0722'FENCE.  A STANDARD DISK, STAMPED M 140 1935 AND SET IN THE TOP OF A
 EJ0722'CONCRETE POST.  NOTE-- MARK IS 89 FT SSE OF SE CORNER OF HOUSE, 51 FT
 EJ0722'N OF CENTERLINE OF RR TRACK, 14 FT EAST OF ELM TREE, 14.5 FT WNW OF
 EJ0722'POWER POLE, 7.8 FT S OF CENTERLINE OF DRIVE AND 1 FOOT BELOW SURFACE.
 EJ0722
 EJ0722                          STATION RECOVERY (1975)
 EJ0722
 EJ0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0722'RECOVERED IN GOOD CONDITION.
 EJ0722
 EJ0722                          STATION RECOVERY (2001)
 EJ0722
 EJ0722'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 EJ0722'RECOVERED IN GOOD CONDITION.
 EJ0722
 EJ0722                          STATION RECOVERY (2006)
 EJ0722
 EJ0722'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EJ0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1437 ***********************************************************************
 FG1437  DESIGNATION -  M 141
 FG1437  PID         -  FG1437
 FG1437  STATE/COUNTY-  AR/FRANKLIN
 FG1437  USGS QUAD   -  YALE (1973)
 FG1437
 FG1437                         *CURRENT SURVEY CONTROL
 FG1437  ___________________________________________________________________
 FG1437* NAD 83(1986)-  35 38 59.     (N)    093 43 55.     (W)     SCALED    
 FG1437* NAVD 88     -       488.774  (meters)    1603.59   (feet)  ADJUSTED  
 FG1437  ___________________________________________________________________
 FG1437  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FG1437  DYNAMIC HT  -         488.312 (meters)    1602.07  (feet)  COMP
 FG1437  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 FG1437
 FG1437  VERT ORDER  -  SECOND    CLASS 0
 FG1437
 FG1437.The horizontal coordinates were scaled from a topographic map and have
 FG1437.an estimated accuracy of +/- 6 seconds.
 FG1437
 FG1437.The orthometric height was determined by differential leveling
 FG1437.and adjusted by the National Geodetic Survey in June 1991..
 FG1437
 FG1437.The geoid height was determined by GEOID03.
 FG1437
 FG1437.The dynamic height is computed by dividing the NAVD 88
 FG1437.geopotential number by the normal gravity value computed on the
 FG1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1437.degrees latitude (g = 980.6199 gals.).
 FG1437
 FG1437.The modeled gravity was interpolated from observed gravity values.
 FG1437
 FG1437;                    North         East    Units  Estimated Accuracy
 FG1437;SPC AR N     -   147,420.      243,170.      MT  (+/- 180 meters Scaled)
 FG1437
 FG1437                          SUPERSEDED SURVEY CONTROL
 FG1437
 FG1437  NGVD 29 (??/??/92)  488.698  (m)         1603.34   (f) ADJ UNCH    2 0
 FG1437
 FG1437.Superseded values are not recommended for survey control.
 FG1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1437.See file dsdata.txt to determine how the superseded data were derived.
 FG1437
 FG1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV337453(NAD 83)
 FG1437_MARKER: DB = BENCH MARK DISK
 FG1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1437_STAMPING: M 141 1935
 FG1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1437+STABILITY: SURFACE MOTION
 FG1437
 FG1437  HISTORY     - Date     Condition        Report By
 FG1437  HISTORY     - 1935     MONUMENTED       CGS
 FG1437  HISTORY     - 1959     GOOD             NGS
 FG1437
 FG1437                          STATION DESCRIPTION
 FG1437
 FG1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1437'3.4 MI SW FROM TAFT.
 FG1437'3.4 MILES SOUTHWEST ALONG THE CASS-TAFT ROAD FROM THE POST OFFICE AT
 FG1437'TAFT, FRANKLIN COUNTY, AT THE JUNCTION OF THE OZARK-HUNTSVILLE ROAD,
 FG1437'57 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 38 FEET NORTH OF THE
 FG1437'CENTERLINE OF THE CASS-TAFT ROAD, AND 7 FEET EAST OF A 6-INCH OAK
 FG1437'TREE.  A STANDARD DISK, STAMPED M 141 1935 AND SET IN THE TOP OF A
 FG1437'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1455 ***********************************************************************
 FG1455  DESIGNATION -  M 142
 FG1455  PID         -  FG1455
 FG1455  STATE/COUNTY-  AR/NEWTON
 FG1455  USGS QUAD   -  FALLSVILLE (1975)
 FG1455
 FG1455                         *CURRENT SURVEY CONTROL
 FG1455  ___________________________________________________________________
 FG1455* NAD 83(1986)-  35 46 28.     (N)    093 29 41.     (W)     SCALED    
 FG1455* NAVD 88     -       613.602  (meters)    2013.13   (feet)  ADJUSTED  
 FG1455  ___________________________________________________________________
 FG1455  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG1455  DYNAMIC HT  -         613.000 (meters)    2011.15  (feet)  COMP
 FG1455  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 FG1455
 FG1455  VERT ORDER  -  SECOND    CLASS 0
 FG1455
 FG1455.The horizontal coordinates were scaled from a topographic map and have
 FG1455.an estimated accuracy of +/- 6 seconds.
 FG1455
 FG1455.The orthometric height was determined by differential leveling
 FG1455.and adjusted by the National Geodetic Survey in June 1991..
 FG1455
 FG1455.The geoid height was determined by GEOID03.
 FG1455
 FG1455.The dynamic height is computed by dividing the NAVD 88
 FG1455.geopotential number by the normal gravity value computed on the
 FG1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1455.degrees latitude (g = 980.6199 gals.).
 FG1455
 FG1455.The modeled gravity was interpolated from observed gravity values.
 FG1455
 FG1455;                    North         East    Units  Estimated Accuracy
 FG1455;SPC AR N     -   160,910.      264,860.      MT  (+/- 180 meters Scaled)
 FG1455
 FG1455                          SUPERSEDED SURVEY CONTROL
 FG1455
 FG1455  NGVD 29 (??/??/92)  613.519  (m)         2012.85   (f) ADJ UNCH    2 0
 FG1455
 FG1455.Superseded values are not recommended for survey control.
 FG1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1455.See file dsdata.txt to determine how the superseded data were derived.
 FG1455
 FG1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV552590(NAD 83)
 FG1455_MARKER: DB = BENCH MARK DISK
 FG1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1455_STAMPING: M 142 1935
 FG1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1455+STABILITY: SURFACE MOTION
 FG1455
 FG1455  HISTORY     - Date     Condition        Report By
 FG1455  HISTORY     - 1935     MONUMENTED       CGS
 FG1455
 FG1455                          STATION DESCRIPTION
 FG1455
 FG1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1455'1.1 MI SW FROM OLD FALLSVILLE.
 FG1455'1.1 MILES SOUTHWEST ALONG THE OARK-OLD FALLSVILLE ROAD FROM THE THOMAS
 FG1455'PATTON STORE AT OLD FALLSVILLE, NEWTON COUNTY, AT THE TOP OF A LONG
 FG1455'STEEP HILL, 37 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 20 FEET
 FG1455'NORTHEAST OF AN OUTCROP OF ROCK, 24 FEET SOUTHWEST OF A 2-FOOT
 FG1455'BOULDER, 20 FEET WEST OF AN 18-INCH OAK TREE, AND 11 FEET EAST OF A
 FG1455'10-INCH OAK TREE.  A STANDARD DISK, STAMPED M 142 1935 AND SET IN THE
 FG1455'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1378 ***********************************************************************
 FG1378  DESIGNATION -  M 143
 FG1378  PID         -  FG1378
 FG1378  STATE/COUNTY-  AR/MADISON
 FG1378  USGS QUAD   -  DELANEY (1973)
 FG1378
 FG1378                         *CURRENT SURVEY CONTROL
 FG1378  ___________________________________________________________________
 FG1378* NAD 83(1986)-  35 50 53.     (N)    093 55 52.     (W)     SCALED    
 FG1378* NAVD 88     -       448.466  (meters)    1471.34   (feet)  ADJUSTED  
 FG1378  ___________________________________________________________________
 FG1378  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG1378  DYNAMIC HT  -         448.044 (meters)    1469.96  (feet)  COMP
 FG1378  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 FG1378
 FG1378  VERT ORDER  -  SECOND    CLASS 0
 FG1378
 FG1378.The horizontal coordinates were scaled from a topographic map and have
 FG1378.an estimated accuracy of +/- 6 seconds.
 FG1378
 FG1378.The orthometric height was determined by differential leveling
 FG1378.and adjusted by the National Geodetic Survey in June 1991..
 FG1378
 FG1378.The geoid height was determined by GEOID03.
 FG1378
 FG1378.The dynamic height is computed by dividing the NAVD 88
 FG1378.geopotential number by the normal gravity value computed on the
 FG1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1378.degrees latitude (g = 980.6199 gals.).
 FG1378
 FG1378.The modeled gravity was interpolated from observed gravity values.
 FG1378
 FG1378;                    North         East    Units  Estimated Accuracy
 FG1378;SPC AR N     -   169,760.      225,570.      MT  (+/- 180 meters Scaled)
 FG1378
 FG1378                          SUPERSEDED SURVEY CONTROL
 FG1378
 FG1378  NGVD 29 (??/??/92)  448.326  (m)         1470.88   (f) ADJ UNCH    2 0
 FG1378
 FG1378.Superseded values are not recommended for survey control.
 FG1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1378.See file dsdata.txt to determine how the superseded data were derived.
 FG1378
 FG1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV159674(NAD 83)
 FG1378_MARKER: DB = BENCH MARK DISK
 FG1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1378_STAMPING: M 143 1935
 FG1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1378+STABILITY: SURFACE MOTION
 FG1378
 FG1378  HISTORY     - Date     Condition        Report By
 FG1378  HISTORY     - 1935     MONUMENTED       CGS
 FG1378  HISTORY     - 1960     GOOD             NGS
 FG1378  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1378
 FG1378                          STATION DESCRIPTION
 FG1378
 FG1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1378'2.4 MI S FROM CROSSES.
 FG1378'2.4 MILES SOUTH ALONG THE HEALTH-CROSSES ROAD FROM THE ST. LOUIS-SAN
 FG1378'FRANCISCO RAILWAY STATION AT CROSSES, MADISON COUNTY, 0.2 MILE
 FG1378'NORTHEAST OF THE SAM CALHOUN FARMHOUSE, 400 FEET NORTHWEST OF CROSSES
 FG1378'CREEK, AT THE NORTHWEST SIDE OF A FIELD, 46 FEET SOUTHEAST OF THE BASE
 FG1378'OF A BLUFF WITH OUTCROP OF LARGE ROCKS, 30 FEET SOUTHEAST OF THE
 FG1378'CENTERLINE OF THE ROAD, AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD
 FG1378'DISK, STAMPED M 143 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1378
 FG1378                          STATION RECOVERY (1973)
 FG1378
 FG1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0511 ***********************************************************************
 GF0511  DESIGNATION -  M 145
 GF0511  PID         -  GF0511
 GF0511  STATE/COUNTY-  AR/MADISON
 GF0511  USGS QUAD   -  KINGSTON (1973)
 GF0511
 GF0511                         *CURRENT SURVEY CONTROL
 GF0511  ___________________________________________________________________
 GF0511* NAD 83(1986)-  36 05 09.     (N)    093 32 33.     (W)     SCALED    
 GF0511* NAVD 88     -       400.459  (meters)    1313.84   (feet)  ADJUSTED  
 GF0511  ___________________________________________________________________
 GF0511  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GF0511  DYNAMIC HT  -         400.092 (meters)    1312.64  (feet)  COMP
 GF0511  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 GF0511
 GF0511  VERT ORDER  -  SECOND    CLASS 0
 GF0511
 GF0511.The horizontal coordinates were scaled from a topographic map and have
 GF0511.an estimated accuracy of +/- 6 seconds.
 GF0511
 GF0511.The orthometric height was determined by differential leveling
 GF0511.and adjusted by the National Geodetic Survey in June 1991..
 GF0511
 GF0511.The geoid height was determined by GEOID03.
 GF0511
 GF0511.The dynamic height is computed by dividing the NAVD 88
 GF0511.geopotential number by the normal gravity value computed on the
 GF0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0511.degrees latitude (g = 980.6199 gals.).
 GF0511
 GF0511.The modeled gravity was interpolated from observed gravity values.
 GF0511
 GF0511;                    North         East    Units  Estimated Accuracy
 GF0511;SPC AR N     -   195,520.      261,080.      MT  (+/- 180 meters Scaled)
 GF0511
 GF0511                          SUPERSEDED SURVEY CONTROL
 GF0511
 GF0511  NGVD 29 (??/??/92)  400.340  (m)         1313.45   (f) ADJ UNCH    2 0
 GF0511
 GF0511.Superseded values are not recommended for survey control.
 GF0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0511.See file dsdata.txt to determine how the superseded data were derived.
 GF0511
 GF0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV511936(NAD 83)
 GF0511_MARKER: DB = BENCH MARK DISK
 GF0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0511_STAMPING: M 145 1935
 GF0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0511+STABILITY: SURFACE MOTION
 GF0511
 GF0511  HISTORY     - Date     Condition        Report By
 GF0511  HISTORY     - 1935     MONUMENTED       CGS
 GF0511  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0511
 GF0511                          STATION DESCRIPTION
 GF0511
 GF0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0511'3.3 MI N FROM KINGSTON.
 GF0511'3.3 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE BRIDGE AT KINGSTON,
 GF0511'AT MADISON COUNTY, 0.15 MILE SOUTH OF A CONCRETE BRIDGE OVER KINGS
 GF0511'RIVER, 180 FEET EAST OF THE RIVER, 72 FEET WEST OF THE CENTERLINE
 GF0511'OF THE HIGHWAY, 25 FEET WEST OF THE WEST EDGE OF A GRADER DITCH,
 GF0511'19 FEET SOUTH OF A POLE, AND 1 FOOT WEST OF A FENCE.  A STANDARD
 GF0511'DISK, STAMPED M 145 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0511
 GF0511                          STATION RECOVERY (1987)
 GF0511
 GF0511'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0147 ***********************************************************************
 GF0147  DESIGNATION -  M 146
 GF0147  PID         -  GF0147
 GF0147  STATE/COUNTY-  AR/SEARCY
 GF0147  USGS QUAD   -  ST JOE (1967)
 GF0147
 GF0147                         *CURRENT SURVEY CONTROL
 GF0147  ___________________________________________________________________
 GF0147* NAD 83(1986)-  36 01 28.     (N)    092 49 02.     (W)     SCALED    
 GF0147* NAVD 88     -       256.188  (meters)     840.51   (feet)  ADJUSTED  
 GF0147  ___________________________________________________________________
 GF0147  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GF0147  DYNAMIC HT  -         255.957 (meters)     839.75  (feet)  COMP
 GF0147  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 GF0147
 GF0147  VERT ORDER  -  SECOND    CLASS 0
 GF0147
 GF0147.The horizontal coordinates were scaled from a topographic map and have
 GF0147.an estimated accuracy of +/- 6 seconds.
 GF0147
 GF0147.The orthometric height was determined by differential leveling
 GF0147.and adjusted by the National Geodetic Survey in June 1991..
 GF0147
 GF0147.The geoid height was determined by GEOID03.
 GF0147
 GF0147.The dynamic height is computed by dividing the NAVD 88
 GF0147.geopotential number by the normal gravity value computed on the
 GF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0147.degrees latitude (g = 980.6199 gals.).
 GF0147
 GF0147.The modeled gravity was interpolated from observed gravity values.
 GF0147
 GF0147;                    North         East    Units  Estimated Accuracy
 GF0147;SPC AR N     -   187,920.      326,340.      MT  (+/- 180 meters Scaled)
 GF0147
 GF0147                          SUPERSEDED SURVEY CONTROL
 GF0147
 GF0147  NGVD 29 (??/??/92)  256.065  (m)          840.11   (f) ADJ UNCH    2 0
 GF0147
 GF0147.Superseded values are not recommended for survey control.
 GF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0147.See file dsdata.txt to determine how the superseded data were derived.
 GF0147
 GF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV164866(NAD 83)
 GF0147_MARKER: DB = BENCH MARK DISK
 GF0147_SETTING: 0 = UNSPECIFIED SETTING
 GF0147_STAMPING: M-146 1935
 GF0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0147
 GF0147  HISTORY     - Date     Condition        Report By
 GF0147  HISTORY     - 1935     MONUMENTED       CGS
 GF0147
 GF0147                          STATION DESCRIPTION
 GF0147
 GF0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0147'2.5 MI SW FROM ST JOE.
 GF0147'65.3 FEET SOUTH OF SOUTHWEST CORNER OF ENTRANCE GATE TO D.W.
 GF0147'SMITHS RESIDENCE, 41.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 GF0147'BARN ACROSS THE ROAD, 20 FEET SOUTHEAST OF CENTERLINE OF RICHLAND
 GF0147'ROAD, 4.5 FT. SOUTH OF SOUTHWEST CORNER OF GARAGE AND TOOL
 GF0147'SHED, 3.1 FT. SOUTH OF 20 INCH AT BASE WALNUT TREE, 2.4 FT.
 GF0147'EAST OF FENCE PARALLELING RICHLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0520 ***********************************************************************
 FG0520  DESIGNATION -  M 147
 FG0520  PID         -  FG0520
 FG0520  STATE/COUNTY-  AR/POPE
 FG0520  USGS QUAD   -  TILLY (1980)
 FG0520
 FG0520                         *CURRENT SURVEY CONTROL
 FG0520  ___________________________________________________________________
 FG0520* NAD 83(1986)-  35 43 29.     (N)    092 50 14.     (W)     SCALED    
 FG0520* NAVD 88     -       609.676  (meters)    2000.25   (feet)  ADJUSTED  
 FG0520  ___________________________________________________________________
 FG0520  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG0520  DYNAMIC HT  -         609.083 (meters)    1998.30  (feet)  COMP
 FG0520  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 FG0520
 FG0520  VERT ORDER  -  SECOND    CLASS 0
 FG0520
 FG0520.The horizontal coordinates were scaled from a topographic map and have
 FG0520.an estimated accuracy of +/- 6 seconds.
 FG0520
 FG0520.The orthometric height was determined by differential leveling
 FG0520.and adjusted by the National Geodetic Survey in June 1991..
 FG0520
 FG0520.The geoid height was determined by GEOID03.
 FG0520
 FG0520.The dynamic height is computed by dividing the NAVD 88
 FG0520.geopotential number by the normal gravity value computed on the
 FG0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0520.degrees latitude (g = 980.6199 gals.).
 FG0520
 FG0520.The modeled gravity was interpolated from observed gravity values.
 FG0520
 FG0520;                    North         East    Units  Estimated Accuracy
 FG0520;SPC AR N     -   154,690.      324,260.      MT  (+/- 180 meters Scaled)
 FG0520
 FG0520                          SUPERSEDED SURVEY CONTROL
 FG0520
 FG0520  NGVD 29 (??/??/92)  609.583  (m)         1999.94   (f) ADJ UNCH    2 0
 FG0520
 FG0520.Superseded values are not recommended for survey control.
 FG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0520.See file dsdata.txt to determine how the superseded data were derived.
 FG0520
 FG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV147534(NAD 83)
 FG0520_MARKER: DB = BENCH MARK DISK
 FG0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0520_STAMPING: M 147 1935
 FG0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0520+STABILITY: SURFACE MOTION
 FG0520
 FG0520  HISTORY     - Date     Condition        Report By
 FG0520  HISTORY     - 1935     MONUMENTED       CGS
 FG0520  HISTORY     - 1935     GOOD             NGS
 FG0520
 FG0520                          STATION DESCRIPTION
 FG0520
 FG0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0520'5 MI NW FROM UNA.
 FG0520'IN POPE COUNTY, 5 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE
 FG0520'JUNCTION OF THE CHIMES ROAD AT UNA, VAN BUREN COUNTY, 0.2 MILE
 FG0520'NORTHEAST OF TILLY, 160 FEET SOUTHEAST OF THE JUNCTION OF THE LOST
 FG0520'CORNER ROAD, 600 FEET SOUTHEAST OF THE J. V. CROW FARMHOUSE, 110 FEET
 FG0520'SOUTHEAST OF A LOG BARN, 36 FEET NORTHEAST OF THE CENTERLINE OF THE
 FG0520'HIGHWAY, AND 6 FEET SOUTHEAST OF A 4-INCH OAK TREE.  A STANDARD DISK,
 FG0520'STAMPED M 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0671 ***********************************************************************
 FG0671  DESIGNATION -  M 148
 FG0671  PID         -  FG0671
 FG0671  STATE/COUNTY-  AR/VAN BUREN
 FG0671  USGS QUAD   -  LOST CORNER (1980)
 FG0671
 FG0671                         *CURRENT SURVEY CONTROL
 FG0671  ___________________________________________________________________
 FG0671* NAD 83(1986)-  35 32 35.     (N)    092 50 32.     (W)     SCALED    
 FG0671* NAVD 88     -       503.411  (meters)    1651.61   (feet)  ADJUSTED  
 FG0671  ___________________________________________________________________
 FG0671  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FG0671  DYNAMIC HT  -         502.917 (meters)    1649.99  (feet)  COMP
 FG0671  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 FG0671
 FG0671  VERT ORDER  -  SECOND    CLASS 0
 FG0671
 FG0671.The horizontal coordinates were scaled from a topographic map and have
 FG0671.an estimated accuracy of +/- 6 seconds.
 FG0671
 FG0671.The orthometric height was determined by differential leveling
 FG0671.and adjusted by the National Geodetic Survey in June 1991..
 FG0671
 FG0671.The geoid height was determined by GEOID03.
 FG0671
 FG0671.The dynamic height is computed by dividing the NAVD 88
 FG0671.geopotential number by the normal gravity value computed on the
 FG0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0671.degrees latitude (g = 980.6199 gals.).
 FG0671
 FG0671.The modeled gravity was interpolated from observed gravity values.
 FG0671
 FG0671;                    North         East    Units  Estimated Accuracy
 FG0671;SPC AR N     -   134,540.      323,630.      MT  (+/- 180 meters Scaled)
 FG0671
 FG0671                          SUPERSEDED SURVEY CONTROL
 FG0671
 FG0671  NGVD 29 (??/??/92)  503.353  (m)         1651.42   (f) ADJ UNCH    2 0
 FG0671
 FG0671.Superseded values are not recommended for survey control.
 FG0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0671.See file dsdata.txt to determine how the superseded data were derived.
 FG0671
 FG0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV143332(NAD 83)
 FG0671_MARKER: DB = BENCH MARK DISK
 FG0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0671_STAMPING: M 148 1935
 FG0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0671+STABILITY: SURFACE MOTION
 FG0671
 FG0671  HISTORY     - Date     Condition        Report By
 FG0671  HISTORY     - 1935     MONUMENTED       CGS
 FG0671  HISTORY     - 1935     GOOD             NGS
 FG0671
 FG0671                          STATION DESCRIPTION
 FG0671
 FG0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0671'2.6 MI S FROM LOST CORNER.
 FG0671'2.6 MILES SOUTH ALONG THE CLEVELAND ROAD FROM THE POST OFFICE AT LOST
 FG0671'CORNER, POPE COUNTY, 30 FEET EAST OF THE JUNCTION OF THE HECTOR ROAD,
 FG0671'34 FEET SOUTH OF THE CENTERLINE OF THE HECTOR ROAD, 26 FEET NORTHEAST
 FG0671'OF THE CENTERLINE OF THE CLEVELAND ROAD, AND 4 FEET SOUTHWEST OF A
 FG0671'SMALL PINE TREE.  A STANDARD DISK, STAMPED M 148 1935 AND SET IN THE
 FG0671'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0597 ***********************************************************************
 FG0597  DESIGNATION -  M 149
 FG0597  PID         -  FG0597
 FG0597  STATE/COUNTY-  AR/SEARCY
 FG0597  USGS QUAD   -  SNOWBALL (1980)
 FG0597
 FG0597                         *CURRENT SURVEY CONTROL
 FG0597  ___________________________________________________________________
 FG0597* NAD 83(1986)-  35 52 49.     (N)    092 48 17.     (W)     SCALED    
 FG0597* NAVD 88     -       288.934  (meters)     947.94   (feet)  ADJUSTED  
 FG0597  ___________________________________________________________________
 FG0597  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG0597  DYNAMIC HT  -         288.671 (meters)     947.08  (feet)  COMP
 FG0597  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 FG0597
 FG0597  VERT ORDER  -  SECOND    CLASS 0
 FG0597
 FG0597.The horizontal coordinates were scaled from a topographic map and have
 FG0597.an estimated accuracy of +/- 6 seconds.
 FG0597
 FG0597.The orthometric height was determined by differential leveling
 FG0597.and adjusted by the National Geodetic Survey in June 1991..
 FG0597
 FG0597.The geoid height was determined by GEOID03.
 FG0597
 FG0597.The dynamic height is computed by dividing the NAVD 88
 FG0597.geopotential number by the normal gravity value computed on the
 FG0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0597.degrees latitude (g = 980.6199 gals.).
 FG0597
 FG0597.The modeled gravity was interpolated from observed gravity values.
 FG0597
 FG0597;                    North         East    Units  Estimated Accuracy
 FG0597;SPC AR N     -   171,920.      327,340.      MT  (+/- 180 meters Scaled)
 FG0597
 FG0597                          SUPERSEDED SURVEY CONTROL
 FG0597
 FG0597  NGVD 29 (??/??/92)  288.836  (m)          947.62   (f) ADJ UNCH    2 0
 FG0597
 FG0597.Superseded values are not recommended for survey control.
 FG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0597.See file dsdata.txt to determine how the superseded data were derived.
 FG0597
 FG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV176706(NAD 83)
 FG0597_MARKER: DB = BENCH MARK DISK
 FG0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0597_STAMPING: M 149 1935
 FG0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0597+STABILITY: SURFACE MOTION
 FG0597
 FG0597  HISTORY     - Date     Condition        Report By
 FG0597  HISTORY     - 1935     MONUMENTED       CGS
 FG0597
 FG0597                          STATION DESCRIPTION
 FG0597
 FG0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0597'2.9 MI SE FROM SNOWBALL.
 FG0597'2.9 MILES SOUTHEAST ALONG THE BEAR CREEK ROAD FROM THE POST OFFICE AT
 FG0597'SNOWBALL, SEARCY COUNTY, 0.2 MILE SOUTHEAST OF THE OTIS HORN FARMHOUSE
 FG0597'ON THE BARD SARRATT FARM, 28 FEET NORTHEAST OF THE CENTERLINE OF THE
 FG0597'ROAD, 10 1/2 FEET NORTHEAST OF A FENCE CORNER, 9 1/2 FEET NORTHWEST OF
 FG0597'A 5-INCH HICKORY TREE, AND 1 FOOT SOUTHEAST OF A FENCE. A STANDARD
 FG0597'DISK, STAMPED M 14 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1433 ***********************************************************************
 EJ1433  DESIGNATION -  M 15
 EJ1433  PID         -  EJ1433
 EJ1433  STATE/COUNTY-  AR/MONTGOMERY
 EJ1433  USGS QUAD   -  BIG FORK (1980)
 EJ1433
 EJ1433                         *CURRENT SURVEY CONTROL
 EJ1433  ___________________________________________________________________
 EJ1433* NAD 83(1986)-  34 27 53.     (N)    093 53 01.     (W)     SCALED    
 EJ1433* NAVD 88     -       331.191  (meters)    1086.58   (feet)  ADJUSTED  
 EJ1433  ___________________________________________________________________
 EJ1433  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 EJ1433  DYNAMIC HT  -         330.845 (meters)    1085.45  (feet)  COMP
 EJ1433  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 EJ1433
 EJ1433  VERT ORDER  -  SECOND    CLASS 0
 EJ1433
 EJ1433.The horizontal coordinates were scaled from a topographic map and have
 EJ1433.an estimated accuracy of +/- 6 seconds.
 EJ1433
 EJ1433.The orthometric height was determined by differential leveling
 EJ1433.and adjusted by the National Geodetic Survey in June 1991..
 EJ1433
 EJ1433.The geoid height was determined by GEOID03.
 EJ1433
 EJ1433.The dynamic height is computed by dividing the NAVD 88
 EJ1433.geopotential number by the normal gravity value computed on the
 EJ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1433.degrees latitude (g = 980.6199 gals.).
 EJ1433
 EJ1433.The modeled gravity was interpolated from observed gravity values.
 EJ1433
 EJ1433;                    North         East    Units  Estimated Accuracy
 EJ1433;SPC AR S     -   601,020.      226,960.      MT  (+/- 180 meters Scaled)
 EJ1433
 EJ1433                          SUPERSEDED SURVEY CONTROL
 EJ1433
 EJ1433  NGVD 29 (??/??/92)  331.126  (m)         1086.37   (f) ADJ UNCH    2 0
 EJ1433
 EJ1433.Superseded values are not recommended for survey control.
 EJ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1433.See file dsdata.txt to determine how the superseded data were derived.
 EJ1433
 EJ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU188140(NAD 83)
 EJ1433_MARKER: DB = BENCH MARK DISK
 EJ1433_SETTING: 0 = UNSPECIFIED SETTING
 EJ1433_STAMPING: M-15 1934
 EJ1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1433
 EJ1433  HISTORY     - Date     Condition        Report By
 EJ1433  HISTORY     - 1934     MONUMENTED       CGS
 EJ1433  HISTORY     - 1935     GOOD             NGS
 EJ1433  HISTORY     - 1961     GOOD             NGS
 EJ1433
 EJ1433                          STATION DESCRIPTION
 EJ1433
 EJ1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1433'IN SLATINGTON.
 EJ1433'ABOUT 6 MILES EAST OF BIG FORK.  T. 3 S., R. 27 W., SECTION 22.  SW
 EJ1433'1/4 OF SW 1/4 OF.  IN CORNER OF FIELD 400 FT. NORTH AND 30 FT. WEST OF
 EJ1433'NORTHWEST CORNER OF YELLOW HOUSE OF J.L. COX.  AT JUNCTION OF ROAD TO
 EJ1433'SLATINGTON TOWER AND HWY. 8.  20 FEET SOUTH AND 8 FT. EAST OF CENTER
 EJ1433'OF ROAD INTERSECTION.  NOTE-- ABOUT 400 FT N OF A FARMHOUSE (FORMER
 EJ1433'COX RESIDENCE), AND AT THE NW CORNER OF A CULTIVATED FIELD.
 EJ1433
 EJ1433                          STATION RECOVERY (1961)
 EJ1433
 EJ1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0642 ***********************************************************************
 EH0642  DESIGNATION -  M 15 4
 EH0642  PID         -  EH0642
 EH0642  STATE/COUNTY-  AR/PHILLIPS
 EH0642  USGS QUAD   -  WATKINS CORNER (1982)
 EH0642
 EH0642                         *CURRENT SURVEY CONTROL
 EH0642  ___________________________________________________________________
 EH0642* NAD 83(1986)-  34 29 25.     (N)    090 57 19.     (W)     SCALED    
 EH0642* NAVD 88     -        56.684  (meters)     185.97   (feet)  ADJUSTED  
 EH0642  ___________________________________________________________________
 EH0642  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0642  DYNAMIC HT  -          56.630 (meters)     185.79  (feet)  COMP
 EH0642  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 EH0642
 EH0642  VERT ORDER  -  FIRST     CLASS II
 EH0642
 EH0642.The horizontal coordinates were scaled from a topographic map and have
 EH0642.an estimated accuracy of +/- 6 seconds.
 EH0642
 EH0642.The orthometric height was determined by differential leveling
 EH0642.and adjusted by the National Geodetic Survey in August 1993..
 EH0642.WARNING-Repeat measurements at this control monument indicate possible
 EH0642.vertical movement.
 EH0642
 EH0642.The geoid height was determined by GEOID03.
 EH0642
 EH0642.The dynamic height is computed by dividing the NAVD 88
 EH0642.geopotential number by the normal gravity value computed on the
 EH0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0642.degrees latitude (g = 980.6199 gals.).
 EH0642
 EH0642.The modeled gravity was interpolated from observed gravity values.
 EH0642
 EH0642;                    North         East    Units  Estimated Accuracy
 EH0642;SPC AR S     -   602,750.      495,950.      MT  (+/- 180 meters Scaled)
 EH0642
 EH0642                          SUPERSEDED SURVEY CONTROL
 EH0642
 EH0642  NAVD 88 (06/15/91)   56.677  (m)          185.95   (f) UNKNOWN     1 2
 EH0642  NGVD 29 (??/??/??)   56.717  (m)          186.08   (f) ADJUSTED    1 2
 EH0642
 EH0642.Superseded values are not recommended for survey control.
 EH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0642.See file dsdata.txt to determine how the superseded data were derived.
 EH0642
 EH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU877184(NAD 83)
 EH0642_MARKER: DD = SURVEY DISK
 EH0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0642_STAMPING: M 15 4
 EH0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0642+STABILITY: SURFACE MOTION
 EH0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0642+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH0642
 EH0642  HISTORY     - Date     Condition        Report By
 EH0642  HISTORY     - UNK      MONUMENTED       DOD
 EH0642  HISTORY     - 1935     GOOD             CGS
 EH0642  HISTORY     - 1976     GOOD             NGS
 EH0642  HISTORY     - 20030401 GOOD             USACE
 EH0642
 EH0642                          STATION DESCRIPTION
 EH0642
 EH0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH0642'IN CYPERT.
 EH0642'AT CYPERT, PHILLIPS COUNTY, ON STATE HIGHWAY 1, 85 YARDS SOUTHWEST OF
 EH0642'THE SOUTHWEST CORNER OF THE SALEM BAPTIST CHURCH, 78 FEET EAST OF THE
 EH0642'NORTHEAST CORNER OF THE JOHN L. TURNER STORE, 26.5 FEET EAST OF THE
 EH0642'CENTERLINE OF THE HIGHWAY, AND 2.3 FEET SOUTHEAST OF THE NORTHWEST
 EH0642'CORNER OF A FENCE.  A STANDARD DISK, STAMPED M 15 4 AND SET IN THE TOP
 EH0642'OF A CONCRETE POST.
 EH0642
 EH0642                          STATION RECOVERY (1976)
 EH0642
 EH0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0642'RECOVERED IN GOOD CONDITION.
 EH0642
 EH0642                          STATION RECOVERY (2003)
 EH0642
 EH0642'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0623 ***********************************************************************
 FG0623  DESIGNATION -  M 150
 FG0623  PID         -  FG0623
 FG0623  STATE/COUNTY-  AR/SEARCY
 FG0623  USGS QUAD   -  HARRIET (1963)
 FG0623
 FG0623                         *CURRENT SURVEY CONTROL
 FG0623  ___________________________________________________________________
 FG0623* NAD 83(1986)-  35 53 37.     (N)    092 36 51.     (W)     SCALED    
 FG0623* NAVD 88     -       433.129  (meters)    1421.02   (feet)  ADJUSTED  
 FG0623  ___________________________________________________________________
 FG0623  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0623  DYNAMIC HT  -         432.732 (meters)    1419.72  (feet)  COMP
 FG0623  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FG0623
 FG0623  VERT ORDER  -  SECOND    CLASS 0
 FG0623
 FG0623.The horizontal coordinates were scaled from a topographic map and have
 FG0623.an estimated accuracy of +/- 6 seconds.
 FG0623
 FG0623.The orthometric height was determined by differential leveling
 FG0623.and adjusted by the National Geodetic Survey in June 1991..
 FG0623
 FG0623.The geoid height was determined by GEOID03.
 FG0623
 FG0623.The dynamic height is computed by dividing the NAVD 88
 FG0623.geopotential number by the normal gravity value computed on the
 FG0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0623.degrees latitude (g = 980.6199 gals.).
 FG0623
 FG0623.The modeled gravity was interpolated from observed gravity values.
 FG0623
 FG0623;                    North         East    Units  Estimated Accuracy
 FG0623;SPC AR N     -   173,270.      344,550.      MT  (+/- 180 meters Scaled)
 FG0623
 FG0623                          SUPERSEDED SURVEY CONTROL
 FG0623
 FG0623  NGVD 29 (??/??/92)  433.013  (m)         1420.64   (f) ADJ UNCH    2 0
 FG0623
 FG0623.Superseded values are not recommended for survey control.
 FG0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0623.See file dsdata.txt to determine how the superseded data were derived.
 FG0623
 FG0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV348722(NAD 83)
 FG0623_MARKER: DB = BENCH MARK DISK
 FG0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0623_STAMPING: M 150 1935
 FG0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0623+STABILITY: SURFACE MOTION
 FG0623
 FG0623  HISTORY     - Date     Condition        Report By
 FG0623  HISTORY     - 1935     MONUMENTED       CGS
 FG0623  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG0623
 FG0623                          STATION DESCRIPTION
 FG0623
 FG0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0623'4.5 MI S FROM MARSHALL.
 FG0623'4.5 MILES SOUTH ALONG U. S. HIGHWAY 65 FROM THE COURTHOUSE AT
 FG0623'MARSHALL, SEARCY COUNTY, 800 FEET SOUTH OF THE JUNCTION OF THE RED
 FG0623'RIVER ROAD, AT THE TOP OF A RIDGE ON BACKBONE MOUNTAIN, 125 FEET WEST
 FG0623'OF THE CENTERLINE OF U. S. HIGHWAY 65, 40 FEET EAST OF THE CENTERLINE
 FG0623'OF THE ROAD, 22 FEET SOUTHEAST OF A 10-INCH HONEY LOCUST TREE, 18 FEET
 FG0623'EAST OF AN 18-INCH PIN OAK TREE, AND 3 FEET SOUTHWEST OF A 12-INCH
 FG0623'HICKORY TREE.  A STANDARD DISK, STAMPED M 150 1935 AND SET IN THE TOP
 FG0623'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1230 ***********************************************************************
 EJ1230  DESIGNATION -  M 151
 EJ1230  PID         -  EJ1230
 EJ1230  STATE/COUNTY-  AR/CLARK
 EJ1230  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1230
 EJ1230                         *CURRENT SURVEY CONTROL
 EJ1230  ___________________________________________________________________
 EJ1230* NAD 83(1986)-  34 00 58.     (N)    093 11 48.     (W)     SCALED    
 EJ1230* NAVD 88     -        63.065  (meters)     206.91   (feet)  ADJUSTED  
 EJ1230  ___________________________________________________________________
 EJ1230  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ1230  DYNAMIC HT  -          63.001 (meters)     206.70  (feet)  COMP
 EJ1230  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 EJ1230
 EJ1230  VERT ORDER  -  SECOND    CLASS 0
 EJ1230
 EJ1230.The horizontal coordinates were scaled from a topographic map and have
 EJ1230.an estimated accuracy of +/- 6 seconds.
 EJ1230
 EJ1230.The orthometric height was determined by differential leveling
 EJ1230.and adjusted by the National Geodetic Survey in June 1991..
 EJ1230
 EJ1230.The geoid height was determined by GEOID03.
 EJ1230
 EJ1230.The dynamic height is computed by dividing the NAVD 88
 EJ1230.geopotential number by the normal gravity value computed on the
 EJ1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1230.degrees latitude (g = 980.6199 gals.).
 EJ1230
 EJ1230.The modeled gravity was interpolated from observed gravity values.
 EJ1230
 EJ1230;                    North         East    Units  Estimated Accuracy
 EJ1230;SPC AR S     -   550,320.      289,480.      MT  (+/- 180 meters Scaled)
 EJ1230
 EJ1230                          SUPERSEDED SURVEY CONTROL
 EJ1230
 EJ1230  NGVD 29 (??/??/92)   63.072  (m)          206.93   (f) ADJ UNCH    2 0
 EJ1230
 EJ1230.Superseded values are not recommended for survey control.
 EJ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1230.See file dsdata.txt to determine how the superseded data were derived.
 EJ1230
 EJ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT818639(NAD 83)
 EJ1230_MARKER: DB = BENCH MARK DISK
 EJ1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1230_STAMPING: M 151 1935
 EJ1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1230+STABILITY: SURFACE MOTION
 EJ1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1230+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 EJ1230
 EJ1230  HISTORY     - Date     Condition        Report By
 EJ1230  HISTORY     - 1935     MONUMENTED       CGS
 EJ1230  HISTORY     - 1962     GOOD             NGS
 EJ1230  HISTORY     - 1964     GOOD             NGS
 EJ1230  HISTORY     - 20050201 GOOD             ARHD
 EJ1230
 EJ1230                          STATION DESCRIPTION
 EJ1230
 EJ1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1230'7.6 MI NW FROM GURDON.
 EJ1230'LOCATED 0.9 MILE NORTH ALONG U.S. HIGHWAY 67 FROM GURDON, THENCE 6.7
 EJ1230'MILE NORTHWEST ALONG STATE HIGHWAY 53 TO THE MARK ON THE RIGHT, AT THE
 EJ1230'OUTSIDE OF A CURVE, ON PROPERTY OWNED BY ELMER LEE WELK, ABOUT 300
 EJ1230'FEET SOUTHEAST OF A LARGE UNPAINTED BARN, WITH A TIN ROOF, AT THE
 EJ1230'SOUTH CORNER OF A PASTURE, ABOUT 100 FEET WEST OF A POND, ABOUT 150
 EJ1230'FEET SOUTHEAST OF A DRIVEWAY TO THE FARM HOUSE, 51 FEET NORTH OF THE
 EJ1230'CENTER OF THE ROAD, 24 FEET SOUTH-SOUTHEAST OF A 12-INCH SWEET GUM
 EJ1230'TREE, AND 11 FEET NORTH OF A METAL WITNESS POST IN A FENCE LINE.  IT
 EJ1230'IS A STANDARD DISK, STAMPED M 151 1935, SET IN THE TOP OF A 6 INCH
 EJ1230'SQUARE CONCRETE POST PROJECTING 2 INCHES.
 EJ1230
 EJ1230                          STATION RECOVERY (1964)
 EJ1230
 EJ1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1230'RECOVERED IN GOOD CONDITION.
 EJ1230
 EJ1230                          STATION RECOVERY (2005)
 EJ1230
 EJ1230'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 EJ1230'RECOVERED AS DESCRIBED, GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0676 ***********************************************************************
 EJ0676  DESIGNATION -  M 152
 EJ0676  PID         -  EJ0676
 EJ0676  STATE/COUNTY-  AR/HOT SPRING
 EJ0676  USGS QUAD   -  DONALDSON (1984)
 EJ0676
 EJ0676                         *CURRENT SURVEY CONTROL
 EJ0676  ___________________________________________________________________
 EJ0676* NAD 83(1986)-  34 12 56.     (N)    092 56 29.     (W)     SCALED    
 EJ0676* NAVD 88     -        65.960  (meters)     216.40   (feet)  ADJUSTED  
 EJ0676  ___________________________________________________________________
 EJ0676  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ0676  DYNAMIC HT  -          65.895 (meters)     216.19  (feet)  COMP
 EJ0676  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 EJ0676
 EJ0676  VERT ORDER  -  FIRST     CLASS II
 EJ0676
 EJ0676.The horizontal coordinates were scaled from a topographic map and have
 EJ0676.an estimated accuracy of +/- 6 seconds.
 EJ0676
 EJ0676.The orthometric height was determined by differential leveling
 EJ0676.and adjusted by the National Geodetic Survey in June 1991..
 EJ0676
 EJ0676.The geoid height was determined by GEOID03.
 EJ0676
 EJ0676.The dynamic height is computed by dividing the NAVD 88
 EJ0676.geopotential number by the normal gravity value computed on the
 EJ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0676.degrees latitude (g = 980.6199 gals.).
 EJ0676
 EJ0676.The modeled gravity was interpolated from observed gravity values.
 EJ0676
 EJ0676;                    North         East    Units  Estimated Accuracy
 EJ0676;SPC AR S     -   572,190.      313,260.      MT  (+/- 180 meters Scaled)
 EJ0676
 EJ0676                          SUPERSEDED SURVEY CONTROL
 EJ0676
 EJ0676  NGVD 29 (??/??/92)   65.975  (m)          216.45   (f) ADJ UNCH    1 2
 EJ0676
 EJ0676.Superseded values are not recommended for survey control.
 EJ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0676.See file dsdata.txt to determine how the superseded data were derived.
 EJ0676
 EJ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT053860(NAD 83)
 EJ0676_MARKER: DB = BENCH MARK DISK
 EJ0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0676_STAMPING: M-152 1935
 EJ0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0676+STABILITY: SURFACE MOTION
 EJ0676
 EJ0676  HISTORY     - Date     Condition        Report By
 EJ0676  HISTORY     - 1935     MONUMENTED       CGS
 EJ0676  HISTORY     - 1964     GOOD             USGS
 EJ0676
 EJ0676                          STATION DESCRIPTION
 EJ0676
 EJ0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0676'1.8 MI SW FROM DONALDSON.
 EJ0676'1.8 MILES SOUTHWEST OF, ALONG THE M.P. RAILROAD FROM RY. STATION.  96
 EJ0676'FEET EAST OF POLE 401+18.  55 FEET EAST OF INTERSECTION OF CENTERLINES
 EJ0676'OF RAILROAD AND GRADE CROSSING.  50.5 FEET SOUTHEAST OF RAILROAD
 EJ0676'CENTERLINE.  10 FEET NORTHEAST OF GATE AT EAST SIDE OF RAILROAD. 1
 EJ0676'FOOT NORTHWEST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0676'NOTE-- A WHITE WITNESS POST WAS PLACED 1 FT SW OF MONUMENT.
 EJ0676
 EJ0676                          STATION RECOVERY (1964)
 EJ0676
 EJ0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EJ0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0807 ***********************************************************************
 FG0807  DESIGNATION -  M 156
 FG0807  PID         -  FG0807
 FG0807  STATE/COUNTY-  AR/NEWTON
 FG0807  USGS QUAD   -  BOXLEY (1975)
 FG0807
 FG0807                         *CURRENT SURVEY CONTROL
 FG0807  ___________________________________________________________________
 FG0807* NAD 83(1986)-  35 54 52.     (N)    093 23 19.     (W)     SCALED    
 FG0807* NAVD 88     -       659.905  (meters)    2165.04   (feet)  ADJUSTED  
 FG0807  ___________________________________________________________________
 FG0807  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0807  DYNAMIC HT  -         659.267 (meters)    2162.95  (feet)  COMP
 FG0807  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 FG0807
 FG0807  VERT ORDER  -  SECOND    CLASS 0
 FG0807
 FG0807.The horizontal coordinates were scaled from a topographic map and have
 FG0807.an estimated accuracy of +/- 6 seconds.
 FG0807
 FG0807.The orthometric height was determined by differential leveling
 FG0807.and adjusted by the National Geodetic Survey in June 1991..
 FG0807
 FG0807.The geoid height was determined by GEOID03.
 FG0807
 FG0807.The dynamic height is computed by dividing the NAVD 88
 FG0807.geopotential number by the normal gravity value computed on the
 FG0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0807.degrees latitude (g = 980.6199 gals.).
 FG0807
 FG0807.The modeled gravity was interpolated from observed gravity values.
 FG0807
 FG0807;                    North         East    Units  Estimated Accuracy
 FG0807;SPC AR N     -   176,300.      274,670.      MT  (+/- 180 meters Scaled)
 FG0807
 FG0807                          SUPERSEDED SURVEY CONTROL
 FG0807
 FG0807  NGVD 29 (??/??/92)  659.807  (m)         2164.72   (f) ADJ UNCH    2 0
 FG0807
 FG0807.Superseded values are not recommended for survey control.
 FG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0807.See file dsdata.txt to determine how the superseded data were derived.
 FG0807
 FG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV649745(NAD 83)
 FG0807_MARKER: DB = BENCH MARK DISK
 FG0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0807_STAMPING: M 156 1935
 FG0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0807+STABILITY: SURFACE MOTION
 FG0807
 FG0807  HISTORY     - Date     Condition        Report By
 FG0807  HISTORY     - 1935     MONUMENTED       CGS
 FG0807
 FG0807                          STATION DESCRIPTION
 FG0807
 FG0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0807'5.5 MI S FROM BOXLEY.
 FG0807'5.5 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT BOXLEY,
 FG0807'NEWTON COUNTY, ON AN UPWARD SLOPE OF A SMALL WOODED HICKORY RIDGE, 120
 FG0807'FEET SOUTH OF SOME TALLER TIMBER, 60 FEET WEST OF THE TOP OF A STEEP
 FG0807'SLOPE, 43 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 23 FEET
 FG0807'SOUTH OF A 6-INCH HICKORY TREE.  A STANDARD DISK, STAMPED M 156 1935
 FG0807'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0556 ***********************************************************************
 GF0556  DESIGNATION -  M 157
 GF0556  PID         -  GF0556
 GF0556  STATE/COUNTY-  AR/CARROLL
 GF0556  USGS QUAD   -  ROCKHOUSE (1972)
 GF0556
 GF0556                         *CURRENT SURVEY CONTROL
 GF0556  ___________________________________________________________________
 GF0556* NAD 83(1986)-  36 16 26.     (N)    093 38 01.     (W)     SCALED    
 GF0556* NAVD 88     -       357.089  (meters)    1171.55   (feet)  ADJUSTED  
 GF0556  ___________________________________________________________________
 GF0556  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GF0556  DYNAMIC HT  -         356.768 (meters)    1170.50  (feet)  COMP
 GF0556  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 GF0556
 GF0556  VERT ORDER  -  SECOND    CLASS 0
 GF0556
 GF0556.The horizontal coordinates were scaled from a topographic map and have
 GF0556.an estimated accuracy of +/- 6 seconds.
 GF0556
 GF0556.The orthometric height was determined by differential leveling
 GF0556.and adjusted by the National Geodetic Survey in June 1991..
 GF0556
 GF0556.The geoid height was determined by GEOID03.
 GF0556
 GF0556.The dynamic height is computed by dividing the NAVD 88
 GF0556.geopotential number by the normal gravity value computed on the
 GF0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0556.degrees latitude (g = 980.6199 gals.).
 GF0556
 GF0556.The modeled gravity was interpolated from observed gravity values.
 GF0556
 GF0556;                    North         East    Units  Estimated Accuracy
 GF0556;SPC AR N     -   216,510.      253,220.      MT  (+/- 180 meters Scaled)
 GF0556
 GF0556                          SUPERSEDED SURVEY CONTROL
 GF0556
 GF0556  NGVD 29 (??/??/92)  356.950  (m)         1171.09   (f) ADJ UNCH    2 0
 GF0556
 GF0556.Superseded values are not recommended for survey control.
 GF0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0556.See file dsdata.txt to determine how the superseded data were derived.
 GF0556
 GF0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA430145(NAD 83)
 GF0556_MARKER: DB = BENCH MARK DISK
 GF0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0556_STAMPING: M 157 1935
 GF0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0556+STABILITY: SURFACE MOTION
 GF0556
 GF0556  HISTORY     - Date     Condition        Report By
 GF0556  HISTORY     - 1935     MONUMENTED       CGS
 GF0556
 GF0556                          STATION DESCRIPTION
 GF0556
 GF0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0556'3.4 MI E FROM ROCKHOUSE.
 GF0556'IN CARROLL COUNTY, 3.4 MILES EAST ALONG THE CABANAL ROAD FROM
 GF0556'THE POST OFFICE AT ROCKHOUSE, MADISON COUNTY, 300 FEET EAST OF
 GF0556'THE KINGS RIVER, 38.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GF0556'OF THE GUS HOUSTON FARMHOUSE, 26 FEET NORTH OF THE CENTERLINE
 GF0556'OF THE ROAD, 11 FEET WEST OF A SOUTHWEST FENCE CORNER, AND
 GF0556'1 1/2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED M 157
 GF0556'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0447 ***********************************************************************
 GF0447  DESIGNATION -  M 158
 GF0447  PID         -  GF0447
 GF0447  STATE/COUNTY-  AR/CARROLL
 GF0447  USGS QUAD   -  OSAGE (1968)
 GF0447
 GF0447                         *CURRENT SURVEY CONTROL
 GF0447  ___________________________________________________________________
 GF0447* NAD 83(1986)-  36 14 50.     (N)    093 26 47.     (W)     SCALED    
 GF0447* NAVD 88     -       384.418  (meters)    1261.21   (feet)  ADJUSTED  
 GF0447  ___________________________________________________________________
 GF0447  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GF0447  DYNAMIC HT  -         384.071 (meters)    1260.07  (feet)  COMP
 GF0447  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GF0447
 GF0447  VERT ORDER  -  SECOND    CLASS 0
 GF0447
 GF0447.The horizontal coordinates were scaled from a topographic map and have
 GF0447.an estimated accuracy of +/- 6 seconds.
 GF0447
 GF0447.The orthometric height was determined by differential leveling
 GF0447.and adjusted by the National Geodetic Survey in June 1991..
 GF0447
 GF0447.The geoid height was determined by GEOID03.
 GF0447
 GF0447.The dynamic height is computed by dividing the NAVD 88
 GF0447.geopotential number by the normal gravity value computed on the
 GF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0447.degrees latitude (g = 980.6199 gals.).
 GF0447
 GF0447.The modeled gravity was interpolated from observed gravity values.
 GF0447
 GF0447;                    North         East    Units  Estimated Accuracy
 GF0447;SPC AR N     -   213,290.      270,000.      MT  (+/- 180 meters Scaled)
 GF0447
 GF0447                          SUPERSEDED SURVEY CONTROL
 GF0447
 GF0447  NGVD 29 (??/??/92)  384.290  (m)         1260.79   (f) ADJ UNCH    2 0
 GF0447
 GF0447.Superseded values are not recommended for survey control.
 GF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0447.See file dsdata.txt to determine how the superseded data were derived.
 GF0447
 GF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA598114(NAD 83)
 GF0447_MARKER: DB = BENCH MARK DISK
 GF0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0447_STAMPING: M 158 1935
 GF0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0447+STABILITY: SURFACE MOTION
 GF0447
 GF0447  HISTORY     - Date     Condition        Report By
 GF0447  HISTORY     - 1935     MONUMENTED       CGS
 GF0447
 GF0447                          STATION DESCRIPTION
 GF0447
 GF0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0447'AT CONNOR.
 GF0447'AT CONNOR, CARROLL COUNTY, AT THE SOUTHWEST CORNER OF THE J.K.
 GF0447'FANCHER YARD, 66 FEET SOUTHWEST OF THE POST OFFICE AND THE
 GF0447'J.K. FANCHER HOUSE, 28 FEET EAST OF THE CENTERLINE OF THE
 GF0447'CONNOR-GREEN FOREST ROAD, 11 FEET EAST OF THE SOUTHWEST CORNER OF
 GF0447'A YARD FENCE, AND 1 FOOT NORTH OF AN EAST-AND-WEST FENCE.  A
 GF0447'STANDARD DISK, STAMPED M 158 1935 AND SET IN THE TOP OF A CONCRETE
 GF0447'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0388 ***********************************************************************
 GF0388  DESIGNATION -  M 159
 GF0388  PID         -  GF0388
 GF0388  STATE/COUNTY-  AR/BOONE
 GF0388  USGS QUAD   -  GAITHER (1967)
 GF0388
 GF0388                         *CURRENT SURVEY CONTROL
 GF0388  ___________________________________________________________________
 GF0388* NAD 83(1986)-  36 10 13.     (N)    093 12 52.     (W)     SCALED    
 GF0388* NAVD 88     -       639.294  (meters)    2097.42   (feet)  ADJUSTED  
 GF0388  ___________________________________________________________________
 GF0388  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GF0388  DYNAMIC HT  -         638.710 (meters)    2095.50  (feet)  COMP
 GF0388  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GF0388
 GF0388  VERT ORDER  -  SECOND    CLASS 0
 GF0388
 GF0388.The horizontal coordinates were scaled from a topographic map and have
 GF0388.an estimated accuracy of +/- 6 seconds.
 GF0388
 GF0388.The orthometric height was determined by differential leveling
 GF0388.and adjusted by the National Geodetic Survey in June 1991..
 GF0388
 GF0388.The geoid height was determined by GEOID03.
 GF0388
 GF0388.The dynamic height is computed by dividing the NAVD 88
 GF0388.geopotential number by the normal gravity value computed on the
 GF0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0388.degrees latitude (g = 980.6199 gals.).
 GF0388
 GF0388.The modeled gravity was interpolated from observed gravity values.
 GF0388
 GF0388;                    North         East    Units  Estimated Accuracy
 GF0388;SPC AR N     -   204,470.      290,740.      MT  (+/- 180 meters Scaled)
 GF0388
 GF0388                          SUPERSEDED SURVEY CONTROL
 GF0388
 GF0388  NGVD 29 (??/??/92)  639.174  (m)         2097.02   (f) ADJ UNCH    2 0
 GF0388
 GF0388.Superseded values are not recommended for survey control.
 GF0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0388.See file dsdata.txt to determine how the superseded data were derived.
 GF0388
 GF0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA807028(NAD 83)
 GF0388_MARKER: DB = BENCH MARK DISK
 GF0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0388_STAMPING: M 159 1935
 GF0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0388+STABILITY: SURFACE MOTION
 GF0388
 GF0388  HISTORY     - Date     Condition        Report By
 GF0388  HISTORY     - 1935     MONUMENTED       CGS
 GF0388  HISTORY     - 1959     GOOD             NGS
 GF0388
 GF0388                          STATION DESCRIPTION
 GF0388
 GF0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GF0388'9 MI SW FROM HARRISON.
 GF0388'LOCATED 1.05 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE
 GF0388'SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN HARRISON, THENCE
 GF0388'5.25 MILES SOUTHWEST ALONG STATE HIGHWAY 43 TO A FORK, THENCE
 GF0388'CONTINUE SOUTHWEST ALONG STATE HIGHWAY 43 FOR 2.7 MILES TO THE
 GF0388'MARK ON THE RIGHT AT THE SOUTH EDGE OF A CULTIVATED FIELD ABOUT
 GF0388'300 YARDS SOUTHWEST OF A FARMHOUSE.  IT IS 42 FEET NORTH-NORTHWEST
 GF0388'OF THE CENTERLINE OF STATE HIGHWAY 43, 150 FEET EAST-SOUTHEAST OF
 GF0388'A POWER POLE IN A FIELD, 178 FEET WEST-SOUTHWEST OF THE CENTER
 GF0388'OF THE DRIVEWAY LEADING NORTH TO THE HOUSE AND 1.5 FEET NORTH
 GF0388'OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 GF0388'DISK, STAMPED M 159 1935, SET IN THE TOP OF A PRECAST CONCRETE
 GF0388'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0917 ***********************************************************************
 FF0917  DESIGNATION -  M 16
 FF0917  PID         -  FF0917
 FF0917  STATE/COUNTY-  AR/JACKSON
 FF0917  USGS QUAD   -  AUVERGNE (1981)
 FF0917
 FF0917                         *CURRENT SURVEY CONTROL
 FF0917  ___________________________________________________________________
 FF0917* NAD 83(1986)-  35 31 30.     (N)    091 10 34.     (W)     SCALED    
 FF0917* NAVD 88     -        67.161  (meters)     220.34   (feet)  ADJUSTED  
 FF0917  ___________________________________________________________________
 FF0917  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF0917  DYNAMIC HT  -          67.103 (meters)     220.15  (feet)  COMP
 FF0917  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 FF0917
 FF0917  VERT ORDER  -  SECOND    CLASS 0
 FF0917
 FF0917.The horizontal coordinates were scaled from a topographic map and have
 FF0917.an estimated accuracy of +/- 6 seconds.
 FF0917
 FF0917.The orthometric height was determined by differential leveling
 FF0917.and adjusted by the National Geodetic Survey in June 1991..
 FF0917
 FF0917.The geoid height was determined by GEOID03.
 FF0917
 FF0917.The dynamic height is computed by dividing the NAVD 88
 FF0917.geopotential number by the normal gravity value computed on the
 FF0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0917.degrees latitude (g = 980.6199 gals.).
 FF0917
 FF0917.The modeled gravity was interpolated from observed gravity values.
 FF0917
 FF0917;                    North         East    Units  Estimated Accuracy
 FF0917;SPC AR N     -   132,520.      474,720.      MT  (+/- 180 meters Scaled)
 FF0917
 FF0917                          SUPERSEDED SURVEY CONTROL
 FF0917
 FF0917  NGVD 29 (??/??/??)   67.098  (m)          220.14   (f) ADJUSTED    2 0
 FF0917
 FF0917.Superseded values are not recommended for survey control.
 FF0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0917.See file dsdata.txt to determine how the superseded data were derived.
 FF0917
 FF0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV653327(NAD 83)
 FF0917_MARKER: DB = BENCH MARK DISK
 FF0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0917_STAMPING: 220.137 M 16 1932
 FF0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0917+STABILITY: SURFACE MOTION
 FF0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0917+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 FF0917
 FF0917  HISTORY     - Date     Condition        Report By
 FF0917  HISTORY     - 1932     MONUMENTED       CGS
 FF0917  HISTORY     - 1938     GOOD             CGS
 FF0917  HISTORY     - 20020920 GOOD             USACE
 FF0917
 FF0917                          STATION DESCRIPTION
 FF0917
 FF0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FF0917'3 MI N FROM BEEDEVILLE.
 FF0917'ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 37 FROM BEEDEVILLE,
 FF0917'JACKSON COUNTY, THENCE ABOUT 6-1/2 MILES NORTHWEST ALONG STATE
 FF0917'HIGHWAY 145, 3.9 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY
 FF0917'14, ON PROPERTY OWNED IN 1932 BY J.M. KOETTEL, 28 FEET NORTHWEST
 FF0917'OF THE NORTHWEST CORNER OF THE HOUSE, 29 FEET EAST OF THE
 FF0917'CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTHEAST OF THE NORTHWEST
 FF0917'CORNER OF THE YARD.  A STANDARD DISK, STAMPED 220.137 M 16 1932
 FF0917'AND SET IN THE TOP OF A CONCRETE POST.
 FF0917
 FF0917                          STATION RECOVERY (1938)
 FF0917
 FF0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF0917'RECOVERED IN GOOD CONDITION.
 FF0917
 FF0917                          STATION RECOVERY (2002)
 FF0917
 FF0917'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0917'THE STATION IS LOCATED AT VACANT HOUSE LOT, AREA VERY BRUSHY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1341 ***********************************************************************
 EJ1341  DESIGNATION -  M 16 RESET
 EJ1341  PID         -  EJ1341
 EJ1341  STATE/COUNTY-  AR/PIKE
 EJ1341  USGS QUAD   -  GLENWOOD (1979)
 EJ1341
 EJ1341                         *CURRENT SURVEY CONTROL
 EJ1341  ___________________________________________________________________
 EJ1341* NAD 83(1986)-  34 19 29.     (N)    093 35 28.     (W)     SCALED    
 EJ1341* NAVD 88     -       201.06   (meters)     659.6    (feet)  RESET     
 EJ1341  ___________________________________________________________________
 EJ1341  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EJ1341
 EJ1341  VERT ORDER  -  THIRD
 EJ1341
 EJ1341.The horizontal coordinates were scaled from a topographic map and have
 EJ1341.an estimated accuracy of +/- 6 seconds.
 EJ1341
 EJ1341.The orthometric height was computed from unverified reset data.
 EJ1341
 EJ1341.The geoid height was determined by GEOID03.
 EJ1341
 EJ1341;                    North         East    Units  Estimated Accuracy
 EJ1341;SPC AR S     -   585,040.      253,580.      MT  (+/- 180 meters Scaled)
 EJ1341
 EJ1341                          SUPERSEDED SURVEY CONTROL
 EJ1341
 EJ1341.No superseded survey control is available for this station.
 EJ1341
 EJ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT456983(NAD 83)
 EJ1341_MARKER: DB = BENCH MARK DISK
 EJ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1341_STAMPING: M 16 RESET 1962
 EJ1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1341+STABILITY: SURFACE MOTION
 EJ1341
 EJ1341  HISTORY     - Date     Condition        Report By
 EJ1341  HISTORY     - 1962     MONUMENTED       CGS
 EJ1341
 EJ1341                          STATION DESCRIPTION
 EJ1341
 EJ1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EJ1341'2.2 MI SW FROM GLENWOOD.
 EJ1341'LOCATED 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE SOUTH END
 EJ1341'OF THE BRIDGE OVER CADDO RIVER AT GLENWOOD, ON HIGHWAY RIGHT-OF-WAY
 EJ1341'ADJOINING PROPERTY OWNED BY MR. J. M. FLOYD.  IT IS 65 FEET NORTH OF
 EJ1341'THE CENTERLINE OF THE HIGHWAY, 127 FEET WEST OF THE SOUTHWEST CORNER
 EJ1341'OF THE FLOYDS HOUSE, 123 FEET WEST OF THE CENTER OF THE WELL AT FLOYDS
 EJ1341'HOUSE, 50 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTHEAST OF A METAL
 EJ1341'WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 EJ1341'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1062 ***********************************************************************
 EJ1062  DESIGNATION -  M 161
 EJ1062  PID         -  EJ1062
 EJ1062  STATE/COUNTY-  AR/GARLAND
 EJ1062  USGS QUAD   -  MOUNTAIN PINE (1975)
 EJ1062
 EJ1062                         *CURRENT SURVEY CONTROL
 EJ1062  ___________________________________________________________________
 EJ1062* NAD 83(1986)-  34 34 28.     (N)    093 10 24.     (W)     SCALED    
 EJ1062* NAVD 88     -       148.419  (meters)     486.94   (feet)  ADJUSTED  
 EJ1062  ___________________________________________________________________
 EJ1062  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EJ1062  DYNAMIC HT  -         148.272 (meters)     486.46  (feet)  COMP
 EJ1062  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 EJ1062
 EJ1062  VERT ORDER  -  SECOND    CLASS 0
 EJ1062
 EJ1062.The horizontal coordinates were scaled from a topographic map and have
 EJ1062.an estimated accuracy of +/- 6 seconds.
 EJ1062
 EJ1062.The orthometric height was determined by differential leveling
 EJ1062.and adjusted by the National Geodetic Survey in June 1991..
 EJ1062
 EJ1062.The geoid height was determined by GEOID03.
 EJ1062
 EJ1062.The dynamic height is computed by dividing the NAVD 88
 EJ1062.geopotential number by the normal gravity value computed on the
 EJ1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1062.degrees latitude (g = 980.6199 gals.).
 EJ1062
 EJ1062.The modeled gravity was interpolated from observed gravity values.
 EJ1062
 EJ1062;                    North         East    Units  Estimated Accuracy
 EJ1062;SPC AR S     -   612,220.      292,340.      MT  (+/- 180 meters Scaled)
 EJ1062
 EJ1062                          SUPERSEDED SURVEY CONTROL
 EJ1062
 EJ1062  NGVD 29 (??/??/92)  148.403  (m)          486.89   (f) ADJ UNCH    2 0
 EJ1062
 EJ1062.Superseded values are not recommended for survey control.
 EJ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1062.See file dsdata.txt to determine how the superseded data were derived.
 EJ1062
 EJ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU841258(NAD 83)
 EJ1062_MARKER: DB = BENCH MARK DISK
 EJ1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1062_STAMPING: M 161 1935
 EJ1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1062+STABILITY: SURFACE MOTION
 EJ1062
 EJ1062  HISTORY     - Date     Condition        Report By
 EJ1062  HISTORY     - 1935     MONUMENTED       CGS
 EJ1062  HISTORY     - 1965     POOR             NGS
 EJ1062  HISTORY     - 19980425 GOOD             USPSQD
 EJ1062  HISTORY     - 20020425 POOR             ARHD
 EJ1062
 EJ1062                          STATION DESCRIPTION
 EJ1062
 EJ1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1062'IN MOUNTAIN PINE.
 EJ1062'AT MOUNTAIN PINE, GARLAND COUNTY, ON THE CEDAR GLADES-HOT SPRINGS
 EJ1062'ROAD, 650 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PUBLIC SCHOOL,
 EJ1062'56 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21.4 FEET WEST OF THE
 EJ1062'CENTER LINE OF A ROAD LEADING SOUTH THROUGH THE TOWN, AND 4.7 FEET
 EJ1062'SOUTHWEST OF POLE 305.  A STANDARD DISK, STAMPED M 161 1935 AND SET IN
 EJ1062'THE TOP OF A CONCRETE POST.  NOTE-- POST FOUND LEANING, HAS BEEN HIT
 EJ1062'BY A GRADER.
 EJ1062
 EJ1062                          STATION RECOVERY (1998)
 EJ1062
 EJ1062'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1062'RECOVERED IN GOOD CONDITION.
 EJ1062
 EJ1062                          STATION RECOVERY (2002)
 EJ1062
 EJ1062'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2002
 EJ1062'IN ADDITION TO DESCRIBED, AT SE CORNER OF MAIN ST AND BLAKELY MNT. RD.
 EJ1062' 
 EJ1062'18 INCH POWER POLE SET NEXT TO MONUMENT.  MONUMENT IS CHIPPED AND
 EJ1062'LEANING
 EJ1062'SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1028 ***********************************************************************
 EJ1028  DESIGNATION -  M 162
 EJ1028  PID         -  EJ1028
 EJ1028  STATE/COUNTY-  AR/GARLAND
 EJ1028  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1028
 EJ1028                         *CURRENT SURVEY CONTROL
 EJ1028  ___________________________________________________________________
 EJ1028* NAD 83(1986)-  34 36 32.     (N)    093 20 17.     (W)     SCALED    
 EJ1028* NAVD 88     -       166.594  (meters)     546.57   (feet)  ADJUSTED  
 EJ1028  ___________________________________________________________________
 EJ1028  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EJ1028  DYNAMIC HT  -         166.428 (meters)     546.02  (feet)  COMP
 EJ1028  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 EJ1028
 EJ1028  VERT ORDER  -  SECOND    CLASS 0
 EJ1028
 EJ1028.The horizontal coordinates were scaled from a topographic map and have
 EJ1028.an estimated accuracy of +/- 6 seconds.
 EJ1028
 EJ1028.The orthometric height was determined by differential leveling
 EJ1028.and adjusted by the National Geodetic Survey in June 1991..
 EJ1028
 EJ1028.The geoid height was determined by GEOID03.
 EJ1028
 EJ1028.The dynamic height is computed by dividing the NAVD 88
 EJ1028.geopotential number by the normal gravity value computed on the
 EJ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1028.degrees latitude (g = 980.6199 gals.).
 EJ1028
 EJ1028.The modeled gravity was interpolated from observed gravity values.
 EJ1028
 EJ1028;                    North         East    Units  Estimated Accuracy
 EJ1028;SPC AR S     -   616,220.      277,280.      MT  (+/- 180 meters Scaled)
 EJ1028
 EJ1028                          SUPERSEDED SURVEY CONTROL
 EJ1028
 EJ1028  NGVD 29 (??/??/92)  166.559  (m)          546.45   (f) ADJ UNCH    2 0
 EJ1028
 EJ1028.Superseded values are not recommended for survey control.
 EJ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1028.See file dsdata.txt to determine how the superseded data were derived.
 EJ1028
 EJ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU690297(NAD 83)
 EJ1028_MARKER: DB = BENCH MARK DISK
 EJ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1028_STAMPING: M 162 1935
 EJ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1028+STABILITY: SURFACE MOTION
 EJ1028
 EJ1028  HISTORY     - Date     Condition        Report By
 EJ1028  HISTORY     - 1935     MONUMENTED       CGS
 EJ1028  HISTORY     - 1935     GOOD             NGS
 EJ1028
 EJ1028                          STATION DESCRIPTION
 EJ1028
 EJ1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1028'IN BUCKVILLE.
 EJ1028'AT BUCKVILLE, GARLAND COUNTY, AT A ROAD INTERSECTION, 110 FEET
 EJ1028'NORTHEAST OF THE FORD ACROSS BUCK HAM CREEK, 69 FEET NORTH OF THE
 EJ1028'CENTER LINE OF THE WASHITA ROAD, 65 FEET WEST OF THE CENTER LINE OF
 EJ1028'THE AVANT ROAD, AND 1.5 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 EJ1028'STAMPED M 162 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1037 ***********************************************************************
 EJ1037  DESIGNATION -  M 163
 EJ1037  PID         -  EJ1037
 EJ1037  STATE/COUNTY-  AR/MONTGOMERY
 EJ1037  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1037
 EJ1037                         *CURRENT SURVEY CONTROL
 EJ1037  ___________________________________________________________________
 EJ1037* NAD 83(1986)-  34 37 18.     (N)    093 27 57.     (W)     SCALED    
 EJ1037* NAVD 88     -       198.970  (meters)     652.79   (feet)  ADJUSTED  
 EJ1037  ___________________________________________________________________
 EJ1037  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EJ1037  DYNAMIC HT  -         198.771 (meters)     652.13  (feet)  COMP
 EJ1037  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 EJ1037
 EJ1037  VERT ORDER  -  SECOND    CLASS 0
 EJ1037
 EJ1037.The horizontal coordinates were scaled from a topographic map and have
 EJ1037.an estimated accuracy of +/- 6 seconds.
 EJ1037
 EJ1037.The orthometric height was determined by differential leveling
 EJ1037.and adjusted by the National Geodetic Survey in June 1991..
 EJ1037
 EJ1037.The geoid height was determined by GEOID03.
 EJ1037
 EJ1037.The dynamic height is computed by dividing the NAVD 88
 EJ1037.geopotential number by the normal gravity value computed on the
 EJ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1037.degrees latitude (g = 980.6199 gals.).
 EJ1037
 EJ1037.The modeled gravity was interpolated from observed gravity values.
 EJ1037
 EJ1037;                    North         East    Units  Estimated Accuracy
 EJ1037;SPC AR S     -   617,800.      265,580.      MT  (+/- 180 meters Scaled)
 EJ1037
 EJ1037                          SUPERSEDED SURVEY CONTROL
 EJ1037
 EJ1037  NGVD 29 (??/??/92)  198.924  (m)          652.64   (f) ADJ UNCH    2 0
 EJ1037
 EJ1037.Superseded values are not recommended for survey control.
 EJ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1037.See file dsdata.txt to determine how the superseded data were derived.
 EJ1037
 EJ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU572311(NAD 83)
 EJ1037_MARKER: DB = BENCH MARK DISK
 EJ1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1037_SP_SET: WELL CURB
 EJ1037_STAMPING: M 163 1935
 EJ1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1037
 EJ1037  HISTORY     - Date     Condition        Report By
 EJ1037  HISTORY     - 1935     MONUMENTED       CGS
 EJ1037  HISTORY     - 1961     GOOD             NGS
 EJ1037
 EJ1037                          STATION DESCRIPTION
 EJ1037
 EJ1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1037'5.4 MI SE FROM WASHITA.
 EJ1037'5.4 MILES SOUTHEAST ALONG THE LITTLE FUR SCHOOL ROAD FROM THE PUBLIC
 EJ1037'SCHOOL AT WASHITA, MONTGOMERY COUNTY, AT LITTLE FUR SCHOOL, 36.5 FEET
 EJ1037'NORTHEAST OF THE CENTER LINE OF THE ROAD, 31.4 FEET WEST OF THE WEST
 EJ1037'CORNER OF THE SCHOOLHOUSE, AT THE SCHOOL WELL, AND IN THE TOP OF THE
 EJ1037'SOUTHEAST SIDE OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED M 163
 EJ1037'1935.  NOTE-- AT A T-INTERSECTION, AT THE FORMER SITE OF THE LITTLE
 EJ1037'FUR SCHOOL, IN TOP OF SOUTHEAST BASE OF CONCRETE WELL CURB. THE WELL
 EJ1037'CASING PROJECTS ABOUT 3 FEET ABOVE THE CURB.  THE NE 1/4 SW 1/4 SEC.
 EJ1037'28, T. 1 S. R. 23 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1368 ***********************************************************************
 FF1368  DESIGNATION -  M 164
 FF1368  PID         -  FF1368
 FF1368  STATE/COUNTY-  AR/WHITE
 FF1368  USGS QUAD   -  KENSETT (1994)
 FF1368
 FF1368                         *CURRENT SURVEY CONTROL
 FF1368  ___________________________________________________________________
 FF1368* NAD 83(1986)-  35 14 45.     (N)    091 43 40.     (W)     SCALED    
 FF1368* NAVD 88     -        71.484  (meters)     234.53   (feet)  ADJUSTED  
 FF1368  ___________________________________________________________________
 FF1368  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1368  DYNAMIC HT  -          71.419 (meters)     234.31  (feet)  COMP
 FF1368  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 FF1368
 FF1368  VERT ORDER  -  FIRST     CLASS II
 FF1368
 FF1368.The horizontal coordinates were scaled from a topographic map and have
 FF1368.an estimated accuracy of +/- 6 seconds.
 FF1368
 FF1368.The orthometric height was determined by differential leveling
 FF1368.and adjusted by the National Geodetic Survey in June 1991..
 FF1368
 FF1368.The geoid height was determined by GEOID03.
 FF1368
 FF1368.The dynamic height is computed by dividing the NAVD 88
 FF1368.geopotential number by the normal gravity value computed on the
 FF1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1368.degrees latitude (g = 980.6199 gals.).
 FF1368
 FF1368.The modeled gravity was interpolated from observed gravity values.
 FF1368
 FF1368;                    North         East    Units  Estimated Accuracy
 FF1368;SPC AR N     -   101,270.      424,780.      MT  (+/- 180 meters Scaled)
 FF1368
 FF1368                          SUPERSEDED SURVEY CONTROL
 FF1368
 FF1368  NGVD 29 (??/??/??)   71.437  (m)          234.37   (f) ADJUSTED    1 2
 FF1368
 FF1368.Superseded values are not recommended for survey control.
 FF1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1368.See file dsdata.txt to determine how the superseded data were derived.
 FF1368
 FF1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV157010(NAD 83)
 FF1368_MARKER: DB = BENCH MARK DISK
 FF1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1368_STAMPING: M 164 1955
 FF1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1368+STABILITY: SURFACE MOTION
 FF1368
 FF1368  HISTORY     - Date     Condition        Report By
 FF1368  HISTORY     - 1955     MONUMENTED       CGS
 FF1368  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FF1368  HISTORY     - 19990609 MARK NOT FOUND   LOCSUR
 FF1368
 FF1368                          STATION DESCRIPTION
 FF1368
 FF1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1368'0.6 MI SE FROM SEARCY.
 FF1368'0.65 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1368'RAILROAD FROM THE STATION AT SEARCY, ACROSS STATE HIGHWAY 36
 FF1368'FROM HARDING COLLEGE, 41.5 FEET NORTHWEST OF THE CENTER OF THE
 FF1368'CROSSING OF THE MISSOURI AND ARKANSAS RAILROAD, 15 FEET NORTHEAST
 FF1368'OF THE NORTHEAST RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1368'RAILROAD, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16.6
 FF1368'FEET SOUTHEAST OF MILEPOST 37, 2.5 FEET NORTH OF A WITNESS POST,
 FF1368'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 FF1368'THE GROUND.
 FF1368
 FF1368                          STATION RECOVERY (1988)
 FF1368
 FF1368'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1368'MARK NOT FOUND.
 FF1368
 FF1368                          STATION RECOVERY (1999)
 FF1368
 FF1368'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999
 FF1368'IN PREPARATION FOR THE ABANDONMENT OF A RAILROAD LINE IN THE VICINITY
 FF1368'OF THIS BENCH MARK, PRIVATE SURVEY COMPANY QUATTLEBAUM SURVEYING, LLC,
 FF1368'WAS HIRED BY HARDING UNIVERSITY, SEARCY, AR., NEW OWNER OF THE
 FF1368'RIGHT-OF-WAY, TO RECOVER THIS MARK.  THE COMPANY REPORTED THAT ON JUNE
 FF1368'9 1999, THEIR SURVEY CREW WAS UNABLE TO LOCATE GEODETIC MARKER M 164
 FF1368'DUE TO THE FACT THAT THE BENCH MARK AND ALL REFERENCE POINTS IN
 FF1368'RELATION TO THE BENCH MARK HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1625 ***********************************************************************
 FF1625  DESIGNATION -  M 165
 FF1625  PID         -  FF1625
 FF1625  STATE/COUNTY-  AR/INDEPENDENCE
 FF1625  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1625
 FF1625                         *CURRENT SURVEY CONTROL
 FF1625  ___________________________________________________________________
 FF1625* NAD 83(1986)-  35 50 30.     (N)    091 35 03.     (W)     SCALED    
 FF1625* NAVD 88     -       138.796  (meters)     455.37   (feet)  ADJUSTED  
 FF1625  ___________________________________________________________________
 FF1625  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF1625  DYNAMIC HT  -         138.676 (meters)     454.97  (feet)  COMP
 FF1625  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 FF1625
 FF1625  VERT ORDER  -  SECOND    CLASS 0
 FF1625
 FF1625.The horizontal coordinates were scaled from a topographic map and have
 FF1625.an estimated accuracy of +/- 6 seconds.
 FF1625
 FF1625.The orthometric height was determined by differential leveling
 FF1625.and adjusted by the National Geodetic Survey in June 1991..
 FF1625
 FF1625.The geoid height was determined by GEOID03.
 FF1625
 FF1625.The dynamic height is computed by dividing the NAVD 88
 FF1625.geopotential number by the normal gravity value computed on the
 FF1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1625.degrees latitude (g = 980.6199 gals.).
 FF1625
 FF1625.The modeled gravity was interpolated from observed gravity values.
 FF1625
 FF1625;                    North         East    Units  Estimated Accuracy
 FF1625;SPC AR N     -   167,420.      437,570.      MT  (+/- 180 meters Scaled)
 FF1625
 FF1625                          SUPERSEDED SURVEY CONTROL
 FF1625
 FF1625  NGVD 29 (??/??/??)  138.725  (m)          455.13   (f) ADJUSTED    2 0
 FF1625
 FF1625.Superseded values are not recommended for survey control.
 FF1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1625.See file dsdata.txt to determine how the superseded data were derived.
 FF1625
 FF1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV278673(NAD 83)
 FF1625_MARKER: DB = BENCH MARK DISK
 FF1625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1625_SP_SET: CULVERT
 FF1625_STAMPING: M 165 1955
 FF1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1625
 FF1625  HISTORY     - Date     Condition        Report By
 FF1625  HISTORY     - 1955     MONUMENTED       CGS
 FF1625
 FF1625                          STATION DESCRIPTION
 FF1625
 FF1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1625'6.9 MI NW FROM BATESVILLE.
 FF1625'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1625'AT BATESVILLE, THENCE 6.15 MILES NORTHEAST ALONG STATE HIGHWAY 11,
 FF1625'23 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 FF1625'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CONCRETE
 FF1625'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0616 ***********************************************************************
 GE0616  DESIGNATION -  M 166
 GE0616  PID         -  GE0616
 GE0616  STATE/COUNTY-  AR/FULTON
 GE0616  USGS QUAD   -  STUART (1981)
 GE0616
 GE0616                         *CURRENT SURVEY CONTROL
 GE0616  ___________________________________________________________________
 GE0616* NAD 83(1986)-  36 15 06.     (N)    091 35 05.     (W)     SCALED    
 GE0616* NAVD 88     -       188.460  (meters)     618.31   (feet)  ADJUSTED  
 GE0616  ___________________________________________________________________
 GE0616  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GE0616  DYNAMIC HT  -         188.300 (meters)     617.78  (feet)  COMP
 GE0616  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 GE0616
 GE0616  VERT ORDER  -  SECOND    CLASS 0
 GE0616
 GE0616.The horizontal coordinates were scaled from a topographic map and have
 GE0616.an estimated accuracy of +/- 6 seconds.
 GE0616
 GE0616.The orthometric height was determined by differential leveling
 GE0616.and adjusted by the National Geodetic Survey in June 1991..
 GE0616
 GE0616.The geoid height was determined by GEOID03.
 GE0616
 GE0616.The dynamic height is computed by dividing the NAVD 88
 GE0616.geopotential number by the normal gravity value computed on the
 GE0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0616.degrees latitude (g = 980.6199 gals.).
 GE0616
 GE0616.The modeled gravity was interpolated from observed gravity values.
 GE0616
 GE0616;                    North         East    Units  Estimated Accuracy
 GE0616;SPC AR N     -   212,910.      437,320.      MT  (+/- 180 meters Scaled)
 GE0616
 GE0616                          SUPERSEDED SURVEY CONTROL
 GE0616
 GE0616  NGVD 29 (??/??/92)  188.354  (m)          617.96   (f) ADJ UNCH    2 0
 GE0616
 GE0616.Superseded values are not recommended for survey control.
 GE0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0616.See file dsdata.txt to determine how the superseded data were derived.
 GE0616
 GE0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA271127(NAD 83)
 GE0616_MARKER: DB = BENCH MARK DISK
 GE0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0616_SP_SET: CULVERT
 GE0616_STAMPING: M 166 1955
 GE0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0616
 GE0616  HISTORY     - Date     Condition        Report By
 GE0616  HISTORY     - 1955     MONUMENTED       CGS
 GE0616  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0616
 GE0616                          STATION DESCRIPTION
 GE0616
 GE0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0616'2.4 MI NE FROM ASH FLAT.
 GE0616'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL AT
 GE0616'AST FLAT, THENCE 1.5 MILES NORTHEAST ALONG NEW U.S. HIGHWAY 62,
 GE0616'0.1 MILE NORTH OF A SMALL FARMHOUSE, 22 FEET NORTHWEST OF THE
 GE0616'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 GE0616'NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 GE0616
 GE0616                          STATION RECOVERY (2003)
 GE0616
 GE0616'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0577 ***********************************************************************
 GE0577  DESIGNATION -  M 167
 GE0577  PID         -  GE0577
 GE0577  STATE/COUNTY-  AR/FULTON
 GE0577  USGS QUAD   -  SALEM (1984)
 GE0577
 GE0577                         *CURRENT SURVEY CONTROL
 GE0577  ___________________________________________________________________
 GE0577* NAD 83(1986)-  36 19 39.     (N)    091 46 26.     (W)     SCALED    
 GE0577* NAVD 88     -       239.266  (meters)     784.99   (feet)  ADJUSTED  
 GE0577  ___________________________________________________________________
 GE0577  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GE0577  DYNAMIC HT  -         239.063 (meters)     784.33  (feet)  COMP
 GE0577  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 GE0577
 GE0577  VERT ORDER  -  SECOND    CLASS 0
 GE0577
 GE0577.The horizontal coordinates were scaled from a topographic map and have
 GE0577.an estimated accuracy of +/- 6 seconds.
 GE0577
 GE0577.The orthometric height was determined by differential leveling
 GE0577.and adjusted by the National Geodetic Survey in June 1991..
 GE0577
 GE0577.The geoid height was determined by GEOID03.
 GE0577
 GE0577.The dynamic height is computed by dividing the NAVD 88
 GE0577.geopotential number by the normal gravity value computed on the
 GE0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0577.degrees latitude (g = 980.6199 gals.).
 GE0577
 GE0577.The modeled gravity was interpolated from observed gravity values.
 GE0577
 GE0577;                    North         East    Units  Estimated Accuracy
 GE0577;SPC AR N     -   221,270.      420,300.      MT  (+/- 180 meters Scaled)
 GE0577
 GE0577                          SUPERSEDED SURVEY CONTROL
 GE0577
 GE0577  NGVD 29 (??/??/92)  239.146  (m)          784.60   (f) ADJ UNCH    2 0
 GE0577
 GE0577.Superseded values are not recommended for survey control.
 GE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0577.See file dsdata.txt to determine how the superseded data were derived.
 GE0577
 GE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA100209(NAD 83)
 GE0577_MARKER: DB = BENCH MARK DISK
 GE0577_SETTING: 66 = SET IN ROCK OUTCROP
 GE0577_SP_SET: ROCK OUTCROP
 GE0577_STAMPING: M 167 1955
 GE0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0577+STABILITY: POSITION/ELEVATION WELL
 GE0577
 GE0577  HISTORY     - Date     Condition        Report By
 GE0577  HISTORY     - 1955     MONUMENTED       CGS
 GE0577
 GE0577                          STATION DESCRIPTION
 GE0577
 GE0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0577'5.1 MI SE FROM SALEM.
 GE0577'5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE NORTH ARKANSAS
 GE0577'ELECTRIC CO-OPERATIVE BUILDING AT SALEM, FULTON COUNTY, 0.2 MILE
 GE0577'SOUTHEAST OF A STONE FARMHOUSE, 0.2 MILE NORTHWEST OF ANOTHER
 GE0577'FARMHOUSE, 72 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GE0577'17.7 FEET NORTH OF A 12-INCH OAK TREE, 12 FEET NORTHEAST OF A
 GE0577'FENCE, 10 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, IN THE
 GE0577'TOP OF A 2- BY 3-FOOT ROCK OUTCROP, AND 1.7 FEET ABOVE THE
 GE0577'GROUND.  A STANDARD DISK, STAMPED M 167 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1204 ***********************************************************************
 EH1204  DESIGNATION -  M 168
 EH1204  PID         -  EH1204
 EH1204  STATE/COUNTY-  AR/MONROE
 EH1204  USGS QUAD   -  CLARENDON (1968)
 EH1204
 EH1204                         *CURRENT SURVEY CONTROL
 EH1204  ___________________________________________________________________
 EH1204* NAD 83(1986)-  34 39 24.     (N)    091 21 09.     (W)     SCALED    
 EH1204* NAVD 88     -        54.645  (meters)     179.28   (feet)  ADJUSTED  
 EH1204  ___________________________________________________________________
 EH1204  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH1204  DYNAMIC HT  -          54.593 (meters)     179.11  (feet)  COMP
 EH1204  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 EH1204
 EH1204  VERT ORDER  -  FIRST     CLASS II
 EH1204
 EH1204.The horizontal coordinates were scaled from a topographic map and have
 EH1204.an estimated accuracy of +/- 6 seconds.
 EH1204
 EH1204.The orthometric height was determined by differential leveling
 EH1204.and adjusted by the National Geodetic Survey in June 1991..
 EH1204
 EH1204.The geoid height was determined by GEOID03.
 EH1204
 EH1204.The dynamic height is computed by dividing the NAVD 88
 EH1204.geopotential number by the normal gravity value computed on the
 EH1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1204.degrees latitude (g = 980.6199 gals.).
 EH1204
 EH1204.The modeled gravity was interpolated from observed gravity values.
 EH1204
 EH1204;                    North         East    Units  Estimated Accuracy
 EH1204;SPC AR S     -   620,910.      459,350.      MT  (+/- 180 meters Scaled)
 EH1204
 EH1204                          SUPERSEDED SURVEY CONTROL
 EH1204
 EH1204  NGVD 29 (??/??/??)   54.668  (m)          179.36   (f) ADJUSTED    1 2
 EH1204
 EH1204.Superseded values are not recommended for survey control.
 EH1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1204.See file dsdata.txt to determine how the superseded data were derived.
 EH1204
 EH1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU509362(NAD 83)
 EH1204_MARKER: DB = BENCH MARK DISK
 EH1204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1204_SP_SET: PIER
 EH1204_STAMPING: M 168 1955
 EH1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1204
 EH1204  HISTORY     - Date     Condition        Report By
 EH1204  HISTORY     - 1955     MONUMENTED       CGS
 EH1204
 EH1204                          STATION DESCRIPTION
 EH1204
 EH1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1204'3.85 MI SW FROM CLARENDON.
 EH1204'ABOUT 3.85 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1204'FROM THE STATION AT CLARENDON, ABOUT 0.15 MILE NORTHEAST OF MILE POLE
 EH1204'218, ABOUT 140 YARDS SOUTHWEST OF NORTHEAST END OF LONG WOODEN TRESTLE
 EH1204'NO. 217/77, IN THE TOP OF THE SOUTHEAST END OF THE FIRST CONCRETE PIER
 EH1204'SOUTHWEST OF NORTHEAST END OF TRESTLE, 4 1/2 FEET SOUTHEAST OF
 EH1204'SOUTHEAST RAIL AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0944 ***********************************************************************
 EH0944  DESIGNATION -  M 169
 EH0944  PID         -  EH0944
 EH0944  STATE/COUNTY-  AR/ST FRANCIS
 EH0944  USGS QUAD   -  PALESTINE (1984)
 EH0944
 EH0944                         *CURRENT SURVEY CONTROL
 EH0944  ___________________________________________________________________
 EH0944* NAD 83(1986)-  34 57 04.     (N)    090 58 40.     (W)     SCALED    
 EH0944* NAVD 88     -        63.569  (meters)     208.56   (feet)  ADJUSTED  
 EH0944  ___________________________________________________________________
 EH0944  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH0944  DYNAMIC HT  -          63.511 (meters)     208.37  (feet)  COMP
 EH0944  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 EH0944
 EH0944  VERT ORDER  -  FIRST     CLASS II
 EH0944
 EH0944.The horizontal coordinates were scaled from a topographic map and have
 EH0944.an estimated accuracy of +/- 6 seconds.
 EH0944
 EH0944.The orthometric height was determined by differential leveling
 EH0944.and adjusted by the National Geodetic Survey in June 1991..
 EH0944
 EH0944.The geoid height was determined by GEOID03.
 EH0944
 EH0944.The dynamic height is computed by dividing the NAVD 88
 EH0944.geopotential number by the normal gravity value computed on the
 EH0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0944.degrees latitude (g = 980.6199 gals.).
 EH0944
 EH0944.The modeled gravity was interpolated from observed gravity values.
 EH0944
 EH0944;                    North         East    Units  Estimated Accuracy
 EH0944;SPC AR N     -    69,020.      493,370.      MT  (+/- 180 meters Scaled)
 EH0944
 EH0944                          SUPERSEDED SURVEY CONTROL
 EH0944
 EH0944  NGVD 29 (??/??/??)   63.568  (m)          208.56   (f) ADJUSTED    1 2
 EH0944
 EH0944.Superseded values are not recommended for survey control.
 EH0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0944.See file dsdata.txt to determine how the superseded data were derived.
 EH0944
 EH0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU846694(NAD 83)
 EH0944_MARKER: DB = BENCH MARK DISK
 EH0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0944_SP_SET: CULVERT
 EH0944_STAMPING: M 169 1955
 EH0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0944+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0944
 EH0944  HISTORY     - Date     Condition        Report By
 EH0944  HISTORY     - 1955     MONUMENTED       CGS
 EH0944  HISTORY     - 20030331 GOOD             USACE
 EH0944
 EH0944                          STATION DESCRIPTION
 EH0944
 EH0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0944'4.6 MI SW FROM PALESTINE.
 EH0944'ABOUT 4.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0944'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0944'0.35 MILE SOUTHWEST OF MILE POLE 56, ABOUT 40 YARDS SOUTHEAST OF
 EH0944'TRACK, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A
 EH0944'20-FOOT CONCRETE CULVERT WITH PARTITIONS UNDER U.S. HIGHWAY 70, 23
 EH0944'FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 EH0944
 EH0944                          STATION RECOVERY (2003)
 EH0944
 EH0944'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1232 ***********************************************************************
 EH1232  DESIGNATION -  M 170
 EH1232  PID         -  EH1232
 EH1232  STATE/COUNTY-  AR/MONROE
 EH1232  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1232
 EH1232                         *CURRENT SURVEY CONTROL
 EH1232  ___________________________________________________________________
 EH1232* NAD 83(1986)-  34 47 44.     (N)    091 16 36.     (W)     SCALED    
 EH1232* NAVD 88     -        56.310  (meters)     184.74   (feet)  ADJUSTED  
 EH1232  ___________________________________________________________________
 EH1232  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH1232  DYNAMIC HT  -          56.258 (meters)     184.57  (feet)  COMP
 EH1232  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 EH1232
 EH1232  VERT ORDER  -  FIRST     CLASS II
 EH1232
 EH1232.The horizontal coordinates were scaled from a topographic map and have
 EH1232.an estimated accuracy of +/- 6 seconds.
 EH1232
 EH1232.The orthometric height was determined by differential leveling
 EH1232.and adjusted by the National Geodetic Survey in June 1991..
 EH1232
 EH1232.The geoid height was determined by GEOID03.
 EH1232
 EH1232.The dynamic height is computed by dividing the NAVD 88
 EH1232.geopotential number by the normal gravity value computed on the
 EH1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1232.degrees latitude (g = 980.6199 gals.).
 EH1232
 EH1232.The modeled gravity was interpolated from observed gravity values.
 EH1232
 EH1232;                    North         East    Units  Estimated Accuracy
 EH1232;SPC AR S     -   636,360.      466,200.      MT  (+/- 180 meters Scaled)
 EH1232
 EH1232                          SUPERSEDED SURVEY CONTROL
 EH1232
 EH1232  NGVD 29 (??/??/??)   56.321  (m)          184.78   (f) ADJUSTED    1 2
 EH1232
 EH1232.Superseded values are not recommended for survey control.
 EH1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1232.See file dsdata.txt to determine how the superseded data were derived.
 EH1232
 EH1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU576517(NAD 83)
 EH1232_MARKER: DB = BENCH MARK DISK
 EH1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1232_STAMPING: M 170 1955
 EH1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1232+STABILITY: SURFACE MOTION
 EH1232
 EH1232  HISTORY     - Date     Condition        Report By
 EH1232  HISTORY     - 1955     MONUMENTED       CGS
 EH1232  HISTORY     - 20030423 POOR             USACE
 EH1232
 EH1232                          STATION DESCRIPTION
 EH1232
 EH1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1232'2.85 MI NW FROM KEEVIL.
 EH1232'ABOUT 1.85 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE ST.
 EH1232'LOUIS SOUTHWESTERN RAILWAY AT KEEVIL, THENCE ABOUT 1.0 MILE NORTH
 EH1232'ALONG A GRAVEL ROAD (OLD MILITARY ROAD), AT AN EAST-WEST CROSSROAD, 25
 EH1232'1/2 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 25 FEET NORTH OF
 EH1232'CENTER LNE OF ROAD EAST, 55 FEET EAST AND ACROSS ROAD FROM POWER POLE
 EH1232'NO. 131, 3 1/2 FEET NORTH OF A POWER AND TELEPHONE POLE WITH A BRANCH
 EH1232'LINE LEADING WEST, 2 1/2 FEET  SOUTH OF A CORNER FENCE POST, ABOUT
 EH1232'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 EH1232'INCHES.
 EH1232
 EH1232                          STATION RECOVERY (2003)
 EH1232
 EH1232'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1232'MARK DESTROYED, FOUND LYING NEXT TO POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0826 ***********************************************************************
 EH0826  DESIGNATION -  M 171
 EH0826  PID         -  EH0826
 EH0826  STATE/COUNTY-  AR/PHILLIPS
 EH0826  USGS QUAD   -  LEXA (1991)
 EH0826
 EH0826                         *CURRENT SURVEY CONTROL
 EH0826  ___________________________________________________________________
 EH0826* NAD 83(1986)-  34 33 01.     (N)    090 50 17.     (W)     SCALED    
 EH0826* NAVD 88     -        55.546  (meters)     182.24   (feet)  ADJUSTED  
 EH0826  ___________________________________________________________________
 EH0826  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH0826  DYNAMIC HT  -          55.492 (meters)     182.06  (feet)  COMP
 EH0826  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 EH0826
 EH0826  VERT ORDER  -  FIRST     CLASS II
 EH0826
 EH0826.The horizontal coordinates were scaled from a topographic map and have
 EH0826.an estimated accuracy of +/- 6 seconds.
 EH0826
 EH0826.The orthometric height was determined by differential leveling
 EH0826.and adjusted by the National Geodetic Survey in June 1991..
 EH0826
 EH0826.The geoid height was determined by GEOID03.
 EH0826
 EH0826.The dynamic height is computed by dividing the NAVD 88
 EH0826.geopotential number by the normal gravity value computed on the
 EH0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0826.degrees latitude (g = 980.6199 gals.).
 EH0826
 EH0826.The modeled gravity was interpolated from observed gravity values.
 EH0826
 EH0826;                    North         East    Units  Estimated Accuracy
 EH0826;SPC AR S     -   609,530.      506,640.      MT  (+/- 180 meters Scaled)
 EH0826
 EH0826                          SUPERSEDED SURVEY CONTROL
 EH0826
 EH0826  NGVD 29 (??/??/??)   55.581  (m)          182.35   (f) ADJUSTED    1 2
 EH0826
 EH0826.Superseded values are not recommended for survey control.
 EH0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0826.See file dsdata.txt to determine how the superseded data were derived.
 EH0826
 EH0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU983252(NAD 83)
 EH0826_MARKER: DB = BENCH MARK DISK
 EH0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0826_STAMPING: M 171 1956
 EH0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0826+STABILITY: SURFACE MOTION
 EH0826
 EH0826  HISTORY     - Date     Condition        Report By
 EH0826  HISTORY     - 1956     MONUMENTED       CGS
 EH0826  HISTORY     - 1976     GOOD             NGS
 EH0826  HISTORY     - 20030401 MARK NOT FOUND   USACE
 EH0826
 EH0826                          STATION DESCRIPTION
 EH0826
 EH0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0826'4.5 MI E FROM MARVELL.
 EH0826'ABOUT 4.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0826'STATION AT MARVELL, ABOUT 4.1 MILES WEST OF THE CROSSING OF STATE
 EH0826'HIGHWAY 85 AT BARTON, ABOUT 0.95 MILE EAST OF STATION SIGN AT POPLAR
 EH0826'GROVE, ABOUT 0.35 MILE EAST OF MILE POLE 334, ABOUT 148 YARDS EAST OF
 EH0826'A DIRT ROAD CROSSING, 25 FEET SOUTH OF SOUTH RAIL, 66 FEET SOUTHEAST
 EH0826'AND ACROSS TRACK FROM TELEPHONE POLE NO. N 680, 51 FEET EAST OF
 EH0826'TELEPHONE POLE NO. 333/17, 351 YARDS EAST OF TRESTLE NO. 333.9 OVER
 EH0826'BIG CREEK, 21 FEET NORTH OF CENTERLINE OF A ROAD PARALLEL TO TRACK, 2
 EH0826'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 EH0826'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EH0826
 EH0826                          STATION RECOVERY (1976)
 EH0826
 EH0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0826'RECOVERED IN GOOD CONDITION.
 EH0826
 EH0826                          STATION RECOVERY (2003)
 EH0826
 EH0826'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0903 ***********************************************************************
 EH0903  DESIGNATION -  M 172 RESET
 EH0903  PID         -  EH0903
 EH0903  STATE/COUNTY-  AR/PHILLIPS
 EH0903  USGS QUAD   -  WEST HELENA (1982)
 EH0903
 EH0903                         *CURRENT SURVEY CONTROL
 EH0903  ___________________________________________________________________
 EH0903* NAD 83(1986)-  34 33 15.     (N)    090 39 59.     (W)     SCALED    
 EH0903* NAVD 88     -        72.37   (meters)     237.4    (feet)  RESET     
 EH0903  ___________________________________________________________________
 EH0903  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0903
 EH0903  VERT ORDER  -  THIRD
 EH0903
 EH0903.The horizontal coordinates were scaled from a topographic map and have
 EH0903.an estimated accuracy of +/- 6 seconds.
 EH0903
 EH0903.The orthometric height was computed from unverified reset data.
 EH0903.No vertical observational check was made to the station.
 EH0903
 EH0903.The geoid height was determined by GEOID03.
 EH0903
 EH0903;                    North         East    Units  Estimated Accuracy
 EH0903;SPC AR S     -   610,150.      522,390.      MT  (+/- 180 meters Scaled)
 EH0903
 EH0903                          SUPERSEDED SURVEY CONTROL
 EH0903
 EH0903  NGVD 29 (??/??/??)   72.40   (m)          237.5    (f) RESET       3  
 EH0903
 EH0903.Superseded values are not recommended for survey control.
 EH0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0903.See file dsdata.txt to determine how the superseded data were derived.
 EH0903
 EH0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU141260(NAD 83)
 EH0903_MARKER: DB = BENCH MARK DISK
 EH0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0903_STAMPING: M 172 RESET 1965
 EH0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0903+STABILITY: SURFACE MOTION
 EH0903
 EH0903  HISTORY     - Date     Condition        Report By
 EH0903  HISTORY     - 1965     MONUMENTED       CGS
 EH0903  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0903
 EH0903                          STATION DESCRIPTION
 EH0903
 EH0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EH0903'2.05 MI NW FROM WEST HELENA.
 EH0903'LOCATED 2.05 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE BAPTIST
 EH0903'CHURCH IN WEST HELENA, ABOUT 0.3 MILES EAST OF STATE HIGHWAY 185
 EH0903'LEADING NORTH TO THE AIRPORT, 38 FEET NORTH OF THE CENTERLINE OF THE
 EH0903'ROAD, 61 FEET WEST OF THE CENTER OF THE STREET LEADING NORTH, 30 FEET
 EH0903'EAST OF THE PROJECTED TANGENT OF THE EAST ENTRANCE OF THE DRIVE-IN
 EH0903'THEATER, 2.5 FEET EAST OF A POWER POLE, AND 1.5 FEET WEST OF A METAL
 EH0903'WITNESS POST.  IT IS A STANDARD DISK, SET IN THE TOP OF AN-8-INCH
 EH0903'SQUARE CONCRETE POST PROJECTING 4 INCHES.
 EH0903
 EH0903                          STATION RECOVERY (1976)
 EH0903
 EH0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0237 ***********************************************************************
 FF0237  DESIGNATION -  M 173
 FF0237  PID         -  FF0237
 FF0237  STATE/COUNTY-  AR/CRITTENDEN
 FF0237  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0237
 FF0237                         *CURRENT SURVEY CONTROL
 FF0237  ___________________________________________________________________
 FF0237* NAD 83(1986)-  35 07 32.     (N)    090 12 43.     (W)     SCALED    
 FF0237* NAVD 88     -        64.037  (meters)     210.09   (feet)  ADJUSTED  
 FF0237  ___________________________________________________________________
 FF0237  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF0237  DYNAMIC HT  -          63.980 (meters)     209.91  (feet)  COMP
 FF0237  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 FF0237
 FF0237  VERT ORDER  -  FIRST     CLASS II
 FF0237
 FF0237.The horizontal coordinates were scaled from a topographic map and have
 FF0237.an estimated accuracy of +/- 6 seconds.
 FF0237
 FF0237.The orthometric height was determined by differential leveling
 FF0237.and adjusted by the National Geodetic Survey in June 1991..
 FF0237
 FF0237.The geoid height was determined by GEOID03.
 FF0237
 FF0237.The dynamic height is computed by dividing the NAVD 88
 FF0237.geopotential number by the normal gravity value computed on the
 FF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0237.degrees latitude (g = 980.6199 gals.).
 FF0237
 FF0237.The modeled gravity was interpolated from observed gravity values.
 FF0237
 FF0237;                    North         East    Units  Estimated Accuracy
 FF0237;SPC AR N     -    89,370.      562,960.      MT  (+/- 180 meters Scaled)
 FF0237
 FF0237                          SUPERSEDED SURVEY CONTROL
 FF0237
 FF0237  NGVD 29 (??/??/??)   64.013  (m)          210.02   (f) ADJUSTED    1 2
 FF0237
 FF0237.Superseded values are not recommended for survey control.
 FF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0237.See file dsdata.txt to determine how the superseded data were derived.
 FF0237
 FF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU540905(NAD 83)
 FF0237_MARKER: DB = BENCH MARK DISK
 FF0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0237_STAMPING: M 173 1956
 FF0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0237+STABILITY: SURFACE MOTION
 FF0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0237+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 FF0237
 FF0237  HISTORY     - Date     Condition        Report By
 FF0237  HISTORY     - 1956     MONUMENTED       CGS
 FF0237  HISTORY     - 1957     GOOD             CGS
 FF0237  HISTORY     - 20030130 GOOD             USACE
 FF0237
 FF0237                          STATION DESCRIPTION
 FF0237
 FF0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0237'1 MI W FROM HULBERT.
 FF0237'1.0 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FF0237'FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, ABOUT 102
 FF0237'YARDS EAST OF CROSSING OF A PIPE LINE, 31 FEET SOUTH-SOUTHEAST
 FF0237'OF NEAR RAIL, 42 FEET NORTH-NORTHWEST OF CENTER LINE OF A BLACK
 FF0237'TOP ROAD PARALLEL TO TRACK, 3 FEET WEST-SOUTHWEST OF MILEAGE
 FF0237'POLE NO. 10/17, 87 1/2 FEET NORTH-NORTHWEST AND ACROSS ROAD FROM
 FF0237'THE NORTHEAST CORNER OF PORCH OF AN UNPAINTED FRAME HOUSE, ABOUT
 FF0237'8 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0237'POST PROJECTING 2 INCHES.
 FF0237
 FF0237                          STATION RECOVERY (1957)
 FF0237
 FF0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0237'RECOVERED IN GOOD CONDITION.
 FF0237
 FF0237                          STATION RECOVERY (2003)
 FF0237
 FF0237'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0126 ***********************************************************************
 FF0126  DESIGNATION -  M 174
 FF0126  PID         -  FF0126
 FF0126  STATE/COUNTY-  AR/CRITTENDEN
 FF0126  USGS QUAD   -  TYRONZA (1974)
 FF0126
 FF0126                         *CURRENT SURVEY CONTROL
 FF0126  ___________________________________________________________________
 FF0126* NAD 83(1986)-  35 23 42.     (N)    090 16 00.     (W)     SCALED    
 FF0126* NAVD 88     -        68.368  (meters)     224.30   (feet)  ADJUSTED  
 FF0126  ___________________________________________________________________
 FF0126  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF0126  DYNAMIC HT  -          68.307 (meters)     224.10  (feet)  COMP
 FF0126  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FF0126
 FF0126  VERT ORDER  -  FIRST     CLASS II
 FF0126
 FF0126.The horizontal coordinates were scaled from a topographic map and have
 FF0126.an estimated accuracy of +/- 6 seconds.
 FF0126
 FF0126.The orthometric height was determined by differential leveling
 FF0126.and adjusted by the National Geodetic Survey in June 1991..
 FF0126
 FF0126.The geoid height was determined by GEOID03.
 FF0126
 FF0126.The dynamic height is computed by dividing the NAVD 88
 FF0126.geopotential number by the normal gravity value computed on the
 FF0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0126.degrees latitude (g = 980.6199 gals.).
 FF0126
 FF0126.The modeled gravity was interpolated from observed gravity values.
 FF0126
 FF0126;                    North         East    Units  Estimated Accuracy
 FF0126;SPC AR N     -   119,170.      557,450.      MT  (+/- 180 meters Scaled)
 FF0126
 FF0126                          SUPERSEDED SURVEY CONTROL
 FF0126
 FF0126  NGVD 29 (10/05/93)   68.335  (m)          224.20   (f) ADJUSTED    1 2
 FF0126
 FF0126.Superseded values are not recommended for survey control.
 FF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0126.See file dsdata.txt to determine how the superseded data were derived.
 FF0126
 FF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV482202(NAD 83)
 FF0126_MARKER: DB = BENCH MARK DISK
 FF0126_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0126_SP_SET: PIER
 FF0126_STAMPING: M 174 1956
 FF0126_MARK LOGO: CGS   
 FF0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0126+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF0126
 FF0126  HISTORY     - Date     Condition        Report By
 FF0126  HISTORY     - 1956     MONUMENTED       CGS
 FF0126  HISTORY     - 19920319 GOOD             NGS
 FF0126  HISTORY     - 20021016 GOOD             USACE
 FF0126
 FF0126                          STATION DESCRIPTION
 FF0126
 FF0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0126'1.8 MI NW FROM TURRELL.
 FF0126'1.8 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0126'FROM THE STATION AT TURRELL, NEAR MILEAGE POLE NO. 460/17, AT THE
 FF0126'OVERPASS OF RAILROAD OVER U.S. HIGHWAY 61, SET VERTICALLY IN
 FF0126'THE NORTHEAST FACE OF THE SOUTHEAST CONCRETE PIER OF OVERPASS,
 FF0126'21 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 13 FEET NORTHEAST
 FF0126'OF CENTER LINE OF TRACK (MEASURED UNDER OVERPASS), 0.4 FOOT
 FF0126'NORTHWEST OF EAST CORNER OF PIER, 2 FEET SOUTHEAST OF CENTER
 FF0126'OF NORTHEAST FACE OF PIER AND 2 FEET ABOVE GROUND AND HIGHWAY
 FF0126'61.
 FF0126
 FF0126                          STATION RECOVERY (1992)
 FF0126
 FF0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0126'2.5 KM (1.55 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 FF0126'THE JUNCTION OF BARTON STREET IN TURRELL, SET VERTICALLY IN THE
 FF0126'NORTHEAST FACE OF THE 1ST CONCRETE PIER NORTHWEST OF THE SOUTHEAST
 FF0126'ABUTMENT OF THE RAILROAD OVERPASS OF U.S. HIGHWAY 61 AND INTERSTATE
 FF0126'HIGHWAY 55, 6.4 M (21.0 FT) SOUTHEAST OF THE CENTERLINE OF THE U.S.
 FF0126'HIGHWAY, 4.0 M (13.1 FT) NORTHEAST OF THE NEAR RAIL, 0.3 M (1.0 FT)
 FF0126'ABOVE THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) NORTHWEST OF THE EAST
 FF0126'CORNER OF THE PIER, AND 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 FF0126
 FF0126                          STATION RECOVERY (2002)
 FF0126
 FF0126'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0572 ***********************************************************************
 FF0572  DESIGNATION -  M 175
 FF0572  PID         -  FF0572
 FF0572  STATE/COUNTY-  AR/CROSS
 FF0572  USGS QUAD   -  HAMLIN (1984)
 FF0572
 FF0572                         *CURRENT SURVEY CONTROL
 FF0572  ___________________________________________________________________
 FF0572* NAD 83(1986)-  35 14 23.     (N)    090 59 13.     (W)     SCALED    
 FF0572* NAVD 88     -        66.952  (meters)     219.66   (feet)  ADJUSTED  
 FF0572  ___________________________________________________________________
 FF0572  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0572  DYNAMIC HT  -          66.892 (meters)     219.46  (feet)  COMP
 FF0572  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF0572
 FF0572  VERT ORDER  -  FIRST     CLASS II
 FF0572
 FF0572.The horizontal coordinates were scaled from a topographic map and have
 FF0572.an estimated accuracy of +/- 6 seconds.
 FF0572
 FF0572.The orthometric height was determined by differential leveling
 FF0572.and adjusted by the National Geodetic Survey in June 1991..
 FF0572
 FF0572.The geoid height was determined by GEOID03.
 FF0572
 FF0572.The dynamic height is computed by dividing the NAVD 88
 FF0572.geopotential number by the normal gravity value computed on the
 FF0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0572.degrees latitude (g = 980.6199 gals.).
 FF0572
 FF0572.The modeled gravity was interpolated from observed gravity values.
 FF0572
 FF0572;                    North         East    Units  Estimated Accuracy
 FF0572;SPC AR N     -   101,030.      492,200.      MT  (+/- 180 meters Scaled)
 FF0572
 FF0572                          SUPERSEDED SURVEY CONTROL
 FF0572
 FF0572  NGVD 29 (??/??/??)   66.916  (m)          219.54   (f) ADJUSTED    1 2
 FF0572
 FF0572.Superseded values are not recommended for survey control.
 FF0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0572.See file dsdata.txt to determine how the superseded data were derived.
 FF0572
 FF0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV831014(NAD 83)
 FF0572_MARKER: DB = BENCH MARK DISK
 FF0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0572_SP_SET: BRIDGE ABUTMENT
 FF0572_STAMPING: M 175 1956
 FF0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0572+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 FF0572
 FF0572  HISTORY     - Date     Condition        Report By
 FF0572  HISTORY     - 1956     MONUMENTED       CGS
 FF0572  HISTORY     - 20030505 GOOD             USACE
 FF0572
 FF0572                          STATION DESCRIPTION
 FF0572
 FF0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0572'2.5 MI E FROM FAIROAKS.
 FF0572'ABOUT 2.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0572'THE STATION AT FAIROAKS ACROSS TRACK FROM A POINT BETWEEN
 FF0572'TELEPHONE POLES 321/09 AND 321/10, 87 YARDS WEST OF A GRAVEL
 FF0572'ROAD CROSSING, IN THE TOP OF SOUTH END OF BACK WALL OF WEST
 FF0572'CONCRETE ABUTMENT OF A 140-FOOT CONCRETE BRIDGE (BRIDGE NO. 321.3)
 FF0572'OVER A CREEK, 7.3 FEET SOUTH OF SOUTH RAIL AND ABOUT 2 FEET BELOW
 FF0572'LEVEL OF TRACK.
 FF0572
 FF0572                          STATION RECOVERY (2003)
 FF0572
 FF0572'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0846 ***********************************************************************
 EH0846  DESIGNATION -  M 176
 EH0846  PID         -  EH0846
 EH0846  STATE/COUNTY-  AR/LEE
 EH0846  USGS QUAD   -  MORO (1984)
 EH0846
 EH0846                         *CURRENT SURVEY CONTROL
 EH0846  ___________________________________________________________________
 EH0846* NAD 83(1986)-  34 47 59.     (N)    090 59 40.     (W)     SCALED    
 EH0846* NAVD 88     -        60.248  (meters)     197.66   (feet)  ADJUSTED  
 EH0846  ___________________________________________________________________
 EH0846  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH0846  DYNAMIC HT  -          60.192 (meters)     197.48  (feet)  COMP
 EH0846  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 EH0846
 EH0846  VERT ORDER  -  FIRST     CLASS II
 EH0846
 EH0846.The horizontal coordinates were scaled from a topographic map and have
 EH0846.an estimated accuracy of +/- 6 seconds.
 EH0846
 EH0846.The orthometric height was determined by differential leveling
 EH0846.and adjusted by the National Geodetic Survey in June 1991..
 EH0846
 EH0846.The geoid height was determined by GEOID03.
 EH0846
 EH0846.The dynamic height is computed by dividing the NAVD 88
 EH0846.geopotential number by the normal gravity value computed on the
 EH0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0846.degrees latitude (g = 980.6199 gals.).
 EH0846
 EH0846.The modeled gravity was interpolated from observed gravity values.
 EH0846
 EH0846;                    North         East    Units  Estimated Accuracy
 EH0846;SPC AR S     -   637,040.      492,020.      MT  (+/- 180 meters Scaled)
 EH0846
 EH0846                          SUPERSEDED SURVEY CONTROL
 EH0846
 EH0846  NGVD 29 (??/??/??)   60.256  (m)          197.69   (f) ADJUSTED    1 2
 EH0846
 EH0846.Superseded values are not recommended for survey control.
 EH0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0846.See file dsdata.txt to determine how the superseded data were derived.
 EH0846
 EH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU834526(NAD 83)
 EH0846_MARKER: DB = BENCH MARK DISK
 EH0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0846_STAMPING: M 176 1955
 EH0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0846+STABILITY: SURFACE MOTION
 EH0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0846+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0846
 EH0846  HISTORY     - Date     Condition        Report By
 EH0846  HISTORY     - 1955     MONUMENTED       CGS
 EH0846  HISTORY     - 1970     GOOD             USGS
 EH0846  HISTORY     - 20030331 GOOD             USACE
 EH0846
 EH0846                          STATION DESCRIPTION
 EH0846
 EH0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0846'0.45 MI NW FROM MORO.
 EH0846'ABOUT 0.45 MILE NORTHWEST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH0846'AT MORO, ABOUT 0.1 MILE SOUTHEAST OF A CURVE IN HIGHWAY WITH TANGENTS
 EH0846'EXTENDING NORTH AND SOUTHEAST, 46 FEET SOUTHWEST OF CENTER LINE OF
 EH0846'HIGHWAY, 84 FEET NORTHWEST OF A POWER POLE, 43 FEET SOUTHEAST OF EAST
 EH0846'CORNER OF A TENANT HOUSE, 17 FEET SOUTHEAST OF CENTER LINE OF A DRIVE
 EH0846'WAY, 16 FEET SOUTH-SOUTHWEST OF SOUTHEAST END OF A 24-INCH METAL PIPE
 EH0846'CULVERT UNDER DRIVE, 3 1/2 FEET EAST OF A FENCE CORNER, 2 FEET EAST OF
 EH0846'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND
 EH0846'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  ABOUT 65 FT.
 EH0846'EAST OF THE SOUTHEAST CORNER OF A CHURCH, 10 FEET NORTHEAST OF A WATER
 EH0846'METER, A FEET NORTHWEST OF A MIMOSA TREE.
 EH0846
 EH0846                          STATION RECOVERY (1970)
 EH0846
 EH0846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH0846'RECOVERED IN GOOD CONDITION.
 EH0846
 EH0846                          STATION RECOVERY (2003)
 EH0846
 EH0846'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0626 ***********************************************************************
 FF0626  DESIGNATION -  M 178
 FF0626  PID         -  FF0626
 FF0626  STATE/COUNTY-  AR/ST FRANCIS
 FF0626  USGS QUAD   -  ROUND POND (1992)
 FF0626
 FF0626                         *CURRENT SURVEY CONTROL
 FF0626  ___________________________________________________________________
 FF0626* NAD 83(1986)-  35 03 35.     (N)    090 37 08.     (W)     SCALED    
 FF0626* NAVD 88     -        60.847  (meters)     199.63   (feet)  ADJUSTED  
 FF0626  ___________________________________________________________________
 FF0626  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FF0626  DYNAMIC HT  -          60.792 (meters)     199.45  (feet)  COMP
 FF0626  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FF0626
 FF0626  VERT ORDER  -  FIRST     CLASS II
 FF0626
 FF0626.The horizontal coordinates were scaled from a topographic map and have
 FF0626.an estimated accuracy of +/- 6 seconds.
 FF0626
 FF0626.The orthometric height was determined by differential leveling
 FF0626.and adjusted by the National Geodetic Survey in June 1991..
 FF0626
 FF0626.The geoid height was determined by GEOID03.
 FF0626
 FF0626.The dynamic height is computed by dividing the NAVD 88
 FF0626.geopotential number by the normal gravity value computed on the
 FF0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0626.degrees latitude (g = 980.6199 gals.).
 FF0626
 FF0626.The modeled gravity was interpolated from observed gravity values.
 FF0626
 FF0626;                    North         East    Units  Estimated Accuracy
 FF0626;SPC AR N     -    81,470.      525,980.      MT  (+/- 180 meters Scaled)
 FF0626
 FF0626                          SUPERSEDED SURVEY CONTROL
 FF0626
 FF0626  NGVD 29 (??/??/??)   60.829  (m)          199.57   (f) ADJUSTED    1 2
 FF0626
 FF0626.Superseded values are not recommended for survey control.
 FF0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0626.See file dsdata.txt to determine how the superseded data were derived.
 FF0626
 FF0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU171822(NAD 83)
 FF0626_MARKER: DB = BENCH MARK DISK
 FF0626_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0626_SP_SET: 50 FEET
 FF0626_STAMPING: M 178 1956
 FF0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0626
 FF0626  HISTORY     - Date     Condition        Report By
 FF0626  HISTORY     - 1956     MONUMENTED       CGS
 FF0626  HISTORY     - 20030515 MARK NOT FOUND   USACE
 FF0626
 FF0626                          STATION DESCRIPTION
 FF0626
 FF0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0626'AT ROUND POND.
 FF0626'AT ROUND POND, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0626'RAILROAD, 119 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK,
 FF0626'214 FEET NORTH-NORTHEAST OF NORTH CORNER OF RAILROAD OVERPASS
 FF0626'OVER A GRAVEL ROAD, 103 FEET EAST OF CENTER LINE OF ROAD, 74
 FF0626'FEET WEST-NORTHWEST OF TELEPHONE POLE NO. 1527, 39 1/2 FEET
 FF0626'NORTHWEST OF NORTHWEST RAIL OF A SIDING, 213 FEET WEST-SOUTHWEST
 FF0626'OF BENCH MARK N 178, 3 FEET SOUTHEAST OF EAST CORNER OF SOUTHEAST
 FF0626'WING OF W.F. DAVIS STORE BUILDING AND IN LINE WITH THE EXTENDED
 FF0626'NORTHEAST FACE OF BUILDING, ABOUT 14 FEET BELOW LEVEL OF TRACK
 FF0626'AND IS A DISK SET ON TOP OF A COPPER-COATED STEEL ROD ABOUT
 FF0626'FLUSH WITH GROUND AND SURROUNDED BY A 4-INCH TILE.  THE ROD IS
 FF0626'DRIVEN TO A DEPTH OF 50-FEET.
 FF0626
 FF0626                          STATION RECOVERY (2003)
 FF0626
 FF0626'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0758 ***********************************************************************
 FF0758  DESIGNATION -  M 179
 FF0758  PID         -  FF0758
 FF0758  STATE/COUNTY-  AR/CRAIGHEAD
 FF0758  USGS QUAD   -  TRUMANN (1983)
 FF0758
 FF0758                         *CURRENT SURVEY CONTROL
 FF0758  ___________________________________________________________________
 FF0758* NAD 83(1986)-  35 43 16.     (N)    090 32 12.     (W)     SCALED    
 FF0758* NAVD 88     -        69.718  (meters)     228.73   (feet)  ADJUSTED  
 FF0758  ___________________________________________________________________
 FF0758  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF0758  DYNAMIC HT  -          69.658 (meters)     228.54  (feet)  COMP
 FF0758  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 FF0758
 FF0758  VERT ORDER  -  FIRST     CLASS II
 FF0758
 FF0758.The horizontal coordinates were scaled from a topographic map and have
 FF0758.an estimated accuracy of +/- 6 seconds.
 FF0758
 FF0758.The orthometric height was determined by differential leveling
 FF0758.and adjusted by the National Geodetic Survey in June 1991..
 FF0758
 FF0758.The geoid height was determined by GEOID03.
 FF0758
 FF0758.The dynamic height is computed by dividing the NAVD 88
 FF0758.geopotential number by the normal gravity value computed on the
 FF0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0758.degrees latitude (g = 980.6199 gals.).
 FF0758
 FF0758.The modeled gravity was interpolated from observed gravity values.
 FF0758
 FF0758;                    North         East    Units  Estimated Accuracy
 FF0758;SPC AR N     -   154,950.      532,390.      MT  (+/- 180 meters Scaled)
 FF0758
 FF0758                          SUPERSEDED SURVEY CONTROL
 FF0758
 FF0758  NGVD 29 (??/??/??)   69.640  (m)          228.48   (f) ADJUSTED    1 2
 FF0758
 FF0758.Superseded values are not recommended for survey control.
 FF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0758.See file dsdata.txt to determine how the superseded data were derived.
 FF0758
 FF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV228558(NAD 83)
 FF0758_MARKER: DB = BENCH MARK DISK
 FF0758_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0758_SP_SET: ABUTMENT
 FF0758_STAMPING: M 179 1956
 FF0758_MARK LOGO: CGS   
 FF0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0758+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF0758
 FF0758  HISTORY     - Date     Condition        Report By
 FF0758  HISTORY     - 1956     MONUMENTED       CGS
 FF0758  HISTORY     - 19920322 GOOD             NGS
 FF0758  HISTORY     - 20020814 GOOD             USACE
 FF0758
 FF0758                          STATION DESCRIPTION
 FF0758
 FF0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0758'2.3 MI SE FROM BAY.
 FF0758'2.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0758'FROM THE STATION AT BAY, BETWEEN TELEPHONE POLES NO. 432/33 AND
 FF0758'432/34, ALONG A BLACK TOP ROAD PARALLEL TO TRACK, IN THE TOP OF THE
 FF0758'NORTHEAST END OF NORTHEAST WING WALL OF NORTHWEST ABUTMENT OF A
 FF0758'CONCRETE BRIDGE OVER BIG BAY DITCH, 97 3/4 FEET NORTHEAST AND
 FF0758'ACROSS ROAD FROM NORTHEAST RAIL, 15 FEET NORTHEAST OF CENTER LINE
 FF0758'OF ROAD, 1/2 FOOT SOUTHWEST OF NORTHEAST END OF WINGWALL AND 3 3/4
 FF0758'FEET ABOVE LEVEL OF BRIDGE FLOOR.
 FF0758
 FF0758                          STATION RECOVERY (1992)
 FF0758
 FF0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0758'3.6 KM (2.25 MI)  SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF0758'FROM THE JUNCTION OF STATE HIGHWAY 158 IN BAY, IN TOP OF AND 0.15 M
 FF0758'(0.49 FT)  SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE
 FF0758'ABUTMENT OF A ROAD BRIDGE SPANNING BIG BAY DITCH, 29.8 M (97.8 FT)
 FF0758'NORTHEAST OF THE NEAR RAIL, 4.5 M (14.8 FT)  NORTHEAST OF THE ROAD
 FF0758'CENTER, AND 3.0 M (9.8 FT)  BELOW THE LEVEL OF THE TRACK.
 FF0758
 FF0758                          STATION RECOVERY (2002)
 FF0758
 FF0758'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1356 ***********************************************************************
 EJ1356  DESIGNATION -  M 18
 EJ1356  PID         -  EJ1356
 EJ1356  STATE/COUNTY-  AR/PIKE
 EJ1356  USGS QUAD   -  CENTER POINT NE (1970)
 EJ1356
 EJ1356                         *CURRENT SURVEY CONTROL
 EJ1356  ___________________________________________________________________
 EJ1356* NAD 83(1986)-  34 14 35.     (N)    093 49 41.     (W)     SCALED    
 EJ1356* NAVD 88     -       175.455  (meters)     575.64   (feet)  ADJUSTED  
 EJ1356  ___________________________________________________________________
 EJ1356  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EJ1356  DYNAMIC HT  -         175.277 (meters)     575.05  (feet)  COMP
 EJ1356  MODELED GRAV-     979,613.4   (mgal)                       NAVD 88
 EJ1356
 EJ1356  VERT ORDER  -  SECOND    CLASS 0
 EJ1356
 EJ1356.The horizontal coordinates were scaled from a topographic map and have
 EJ1356.an estimated accuracy of +/- 6 seconds.
 EJ1356
 EJ1356.The orthometric height was determined by differential leveling
 EJ1356.and adjusted by the National Geodetic Survey in June 1991..
 EJ1356
 EJ1356.The geoid height was determined by GEOID03.
 EJ1356
 EJ1356.The dynamic height is computed by dividing the NAVD 88
 EJ1356.geopotential number by the normal gravity value computed on the
 EJ1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1356.degrees latitude (g = 980.6199 gals.).
 EJ1356
 EJ1356.The modeled gravity was interpolated from observed gravity values.
 EJ1356
 EJ1356;                    North         East    Units  Estimated Accuracy
 EJ1356;SPC AR S     -   576,350.      231,620.      MT  (+/- 180 meters Scaled)
 EJ1356
 EJ1356                          SUPERSEDED SURVEY CONTROL
 EJ1356
 EJ1356  NGVD 29 (??/??/92)  175.418  (m)          575.52   (f) ADJ UNCH    2 0
 EJ1356
 EJ1356.Superseded values are not recommended for survey control.
 EJ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1356.See file dsdata.txt to determine how the superseded data were derived.
 EJ1356
 EJ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT237894(NAD 83)
 EJ1356_MARKER: DB = BENCH MARK DISK
 EJ1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1356_STAMPING: M-18 1932
 EJ1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1356+STABILITY: SURFACE MOTION
 EJ1356
 EJ1356  HISTORY     - Date     Condition        Report By
 EJ1356  HISTORY     - 1932     MONUMENTED       CGS
 EJ1356  HISTORY     - 1934     GOOD             NGS
 EJ1356  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1356
 EJ1356                          STATION DESCRIPTION
 EJ1356
 EJ1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1356'3.3 MI NE FROM NEW HOPE.
 EJ1356'3.3 MILES NORTHEAST OF NEW HOPE, ALONG U.S. HWY. 70, FROM J.M.BELLS
 EJ1356'STORE OUTSIDE OF SHARP CURVE.  126 FEET NORTHEAST OF NORTH END OF
 EJ1356'STEEL BRIDGE OVER LITTLE MISSOURI RIVER.  45 FEET WEST OF CENTERLINE
 EJ1356'OF U.S. HWY. 70.  7 FEET ABOVE LEVEL OF HIGHWAY.  TABLET SET IN
 EJ1356'PRECAST CONCRETE POST.  NOTE-- A NEW BRIDGE WAS BUILT OVER THE LITTLE
 EJ1356'MISSOURI RIVER.
 EJ1356
 EJ1356                          STATION RECOVERY (1962)
 EJ1356
 EJ1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0365 ***********************************************************************
 GF0365  DESIGNATION -  M 18
 GF0365  PID         -  GF0365
 GF0365  STATE/COUNTY-  AR/NEWTON
 GF0365  USGS QUAD   -  JASPER (1975)
 GF0365
 GF0365                         *CURRENT SURVEY CONTROL
 GF0365  ___________________________________________________________________
 GF0365* NAD 83(1986)-  36 06 33.     (N)    093 08 03.     (W)     SCALED    
 GF0365* NAVD 88     -       304.015  (meters)     997.42   (feet)  ADJUSTED  
 GF0365  ___________________________________________________________________
 GF0365  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0365  DYNAMIC HT  -         303.742 (meters)     996.53  (feet)  COMP
 GF0365  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 GF0365
 GF0365  VERT ORDER  -  SECOND    CLASS 0
 GF0365
 GF0365.The horizontal coordinates were scaled from a topographic map and have
 GF0365.an estimated accuracy of +/- 6 seconds.
 GF0365
 GF0365.The orthometric height was determined by differential leveling
 GF0365.and adjusted by the National Geodetic Survey in June 1991..
 GF0365
 GF0365.The geoid height was determined by GEOID03.
 GF0365
 GF0365.The dynamic height is computed by dividing the NAVD 88
 GF0365.geopotential number by the normal gravity value computed on the
 GF0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0365.degrees latitude (g = 980.6199 gals.).
 GF0365
 GF0365.The modeled gravity was interpolated from observed gravity values.
 GF0365
 GF0365;                    North         East    Units  Estimated Accuracy
 GF0365;SPC AR N     -   197,610.      297,890.      MT  (+/- 180 meters Scaled)
 GF0365
 GF0365                          SUPERSEDED SURVEY CONTROL
 GF0365
 GF0365  NGVD 29 (??/??/92)  303.895  (m)          997.03   (f) ADJ UNCH    2 0
 GF0365
 GF0365.Superseded values are not recommended for survey control.
 GF0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0365.See file dsdata.txt to determine how the superseded data were derived.
 GF0365
 GF0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV879960(NAD 83)
 GF0365_MARKER: DB = BENCH MARK DISK
 GF0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0365+STABILITY: SURFACE MOTION
 GF0365
 GF0365  HISTORY     - Date     Condition        Report By
 GF0365  HISTORY     - UNK      MONUMENTED       CGS
 GF0365  HISTORY     - 1932     GOOD             NGS
 GF0365
 GF0365                          STATION DESCRIPTION
 GF0365
 GF0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 GF0365'10 MI S FROM HARRISON.
 GF0365'10 MILES SOUTH ALONG HIGHWAY.  LOCATED ALONG ARK. STATE HIGHWAY
 GF0365'7, 109 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 GF0365'BRIDGE OVER MILL CREEK, 42 FEET WEST OF THE CENTER LINE OF THE
 GF0365'HIGHWAY, AND 50 FEET NORTH OF A ROAD TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0730 ***********************************************************************
 FF0730  DESIGNATION -  M 180
 FF0730  PID         -  FF0730
 FF0730  STATE/COUNTY-  AR/CRAIGHEAD
 FF0730  USGS QUAD   -  JONESBORO (1983)
 FF0730
 FF0730                         *CURRENT SURVEY CONTROL
 FF0730  ___________________________________________________________________
 FF0730* NAD 83(1986)-  35 50 58.     (N)    090 44 10.     (W)     SCALED    
 FF0730* NAVD 88     -        87.423  (meters)     286.82   (feet)  ADJUSTED  
 FF0730  ___________________________________________________________________
 FF0730  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0730  DYNAMIC HT  -          87.348 (meters)     286.57  (feet)  COMP
 FF0730  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 FF0730
 FF0730  VERT ORDER  -  FIRST     CLASS II
 FF0730
 FF0730.The horizontal coordinates were scaled from a topographic map and have
 FF0730.an estimated accuracy of +/- 6 seconds.
 FF0730
 FF0730.The orthometric height was determined by differential leveling
 FF0730.and adjusted by the National Geodetic Survey in June 1991..
 FF0730
 FF0730.The geoid height was determined by GEOID03.
 FF0730
 FF0730.The dynamic height is computed by dividing the NAVD 88
 FF0730.geopotential number by the normal gravity value computed on the
 FF0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0730.degrees latitude (g = 980.6199 gals.).
 FF0730
 FF0730.The modeled gravity was interpolated from observed gravity values.
 FF0730
 FF0730;                    North         East    Units  Estimated Accuracy
 FF0730;SPC AR N     -   168,930.      514,160.      MT  (+/- 180 meters Scaled)
 FF0730
 FF0730                          SUPERSEDED SURVEY CONTROL
 FF0730
 FF0730  NGVD 29 (??/??/??)   87.335  (m)          286.53   (f) ADJUSTED    1 2
 FF0730
 FF0730.Superseded values are not recommended for survey control.
 FF0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0730.See file dsdata.txt to determine how the superseded data were derived.
 FF0730
 FF0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV044696(NAD 83)
 FF0730_MARKER: DB = BENCH MARK DISK
 FF0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0730_SP_SET: CULVERT
 FF0730_STAMPING: M 180 1956
 FF0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0730
 FF0730  HISTORY     - Date     Condition        Report By
 FF0730  HISTORY     - 1956     MONUMENTED       CGS
 FF0730  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0730  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0730
 FF0730                          STATION DESCRIPTION
 FF0730
 FF0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0730'1.8 MI W FROM JONESBORO.
 FF0730'1.8 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FF0730'STATION AT JONESBORO, ABOUT 0.15 MILE EAST OF MILE POLE 418, ALONG
 FF0730'U.S. HIGHWAY 63, IN THE TOP OF WEST END OF NORTH HEAD WALL OF A
 FF0730'36-FOOT CONCRETE CULVERT WITH PARTITION UNDER HIGHWAY, 70 FEET
 FF0730'SOUTH OF SOUTH RAIL AT CENTER OF RAILROAD TRESTLE NO. 418.1,
 FF0730'17 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 1 FOOT EAST OF WEST
 FF0730'END OF HEAD WALL AND ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK.
 FF0730
 FF0730                          STATION RECOVERY (1978)
 FF0730
 FF0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0730'MARK NOT FOUND.
 FF0730
 FF0730                          STATION RECOVERY (1978)
 FF0730
 FF0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1184 ***********************************************************************
 FF1184  DESIGNATION -  M 181
 FF1184  PID         -  FF1184
 FF1184  STATE/COUNTY-  AR/CROSS
 FF1184  USGS QUAD   -  TILTON (1980)
 FF1184
 FF1184                         *CURRENT SURVEY CONTROL
 FF1184  ___________________________________________________________________
 FF1184* NAD 83(1986)-  35 18 58.     (N)    091 00 55.     (W)     SCALED    
 FF1184* NAVD 88     -        67.420  (meters)     221.19   (feet)  ADJUSTED  
 FF1184  ___________________________________________________________________
 FF1184  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1184  DYNAMIC HT  -          67.360 (meters)     221.00  (feet)  COMP
 FF1184  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FF1184
 FF1184  VERT ORDER  -  FIRST     CLASS II
 FF1184
 FF1184.The horizontal coordinates were scaled from a topographic map and have
 FF1184.an estimated accuracy of +/- 6 seconds.
 FF1184
 FF1184.The orthometric height was determined by differential leveling
 FF1184.and adjusted by the National Geodetic Survey in June 1991..
 FF1184
 FF1184.The geoid height was determined by GEOID03.
 FF1184
 FF1184.The dynamic height is computed by dividing the NAVD 88
 FF1184.geopotential number by the normal gravity value computed on the
 FF1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1184.degrees latitude (g = 980.6199 gals.).
 FF1184
 FF1184.The modeled gravity was interpolated from observed gravity values.
 FF1184
 FF1184;                    North         East    Units  Estimated Accuracy
 FF1184;SPC AR N     -   109,480.      489,540.      MT  (+/- 180 meters Scaled)
 FF1184
 FF1184                          SUPERSEDED SURVEY CONTROL
 FF1184
 FF1184  NGVD 29 (??/??/??)   67.378  (m)          221.06   (f) ADJUSTED    1 2
 FF1184
 FF1184.Superseded values are not recommended for survey control.
 FF1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1184.See file dsdata.txt to determine how the superseded data were derived.
 FF1184
 FF1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV804099(NAD 83)
 FF1184_MARKER: DB = BENCH MARK DISK
 FF1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1184_STAMPING: M 181 1956
 FF1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1184+STABILITY: SURFACE MOTION
 FF1184
 FF1184  HISTORY     - Date     Condition        Report By
 FF1184  HISTORY     - 1956     MONUMENTED       CGS
 FF1184  HISTORY     - 20030612 MARK NOT FOUND   USACE
 FF1184
 FF1184                          STATION DESCRIPTION
 FF1184
 FF1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1184'5 MI N FROM FAIROAKS.
 FF1184'5.05 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1184'THE STATION AT FAIROAKS, ABOUT 230 YARDS SOUTH OF STATION SIGN
 FF1184'AT TILTON, ABOUT 176 YARDS SOUTH OF ROAD CROSSING AT TILTON, 46 FEET
 FF1184'EAST OF EAST RAIL OF MAIN TRACK, 32 FEET EAST OF EAST RAIL OF A SIDE
 FF1184'TRACK, 40 FEET WEST OF CENTER LINE OF STATE HIGHWAY 39, 15 1/2
 FF1184'FEET EAST OF TELEPHONE POLE NO. 167/17, 1 FOOT WEST OF A FENCE
 FF1184'LINE, 54 FEET NORTH OF TELEPHONE CABLE POLE NO. 88, 2 FEET SOUTH
 FF1184'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF
 FF1184'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF1184
 FF1184                          STATION RECOVERY (2003)
 FF1184
 FF1184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0718 ***********************************************************************
 FF0718  DESIGNATION -  M 182
 FF0718  PID         -  FF0718
 FF0718  STATE/COUNTY-  AR/POINSETT
 FF0718  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0718
 FF0718                         *CURRENT SURVEY CONTROL
 FF0718  ___________________________________________________________________
 FF0718* NAD 83(1986)-  35 28 42.     (N)    090 40 00.     (W)     SCALED    
 FF0718* NAVD 88     -        70.133  (meters)     230.09   (feet)  ADJUSTED  
 FF0718  ___________________________________________________________________
 FF0718  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0718  DYNAMIC HT  -          70.071 (meters)     229.89  (feet)  COMP
 FF0718  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 FF0718
 FF0718  VERT ORDER  -  FIRST     CLASS II
 FF0718
 FF0718.The horizontal coordinates were scaled from a topographic map and have
 FF0718.an estimated accuracy of +/- 6 seconds.
 FF0718
 FF0718.The orthometric height was determined by differential leveling
 FF0718.and adjusted by the National Geodetic Survey in June 1991..
 FF0718
 FF0718.The geoid height was determined by GEOID03.
 FF0718
 FF0718.The dynamic height is computed by dividing the NAVD 88
 FF0718.geopotential number by the normal gravity value computed on the
 FF0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0718.degrees latitude (g = 980.6199 gals.).
 FF0718
 FF0718.The modeled gravity was interpolated from observed gravity values.
 FF0718
 FF0718;                    North         East    Units  Estimated Accuracy
 FF0718;SPC AR N     -   127,850.      520,990.      MT  (+/- 180 meters Scaled)
 FF0718
 FF0718                          SUPERSEDED SURVEY CONTROL
 FF0718
 FF0718  NGVD 29 (??/??/??)   70.080  (m)          229.92   (f) ADJUSTED    1 2
 FF0718
 FF0718.Superseded values are not recommended for survey control.
 FF0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0718.See file dsdata.txt to determine how the superseded data were derived.
 FF0718
 FF0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV116285(NAD 83)
 FF0718_MARKER: DB = BENCH MARK DISK
 FF0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0718_STAMPING: M 182 1956
 FF0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0718+STABILITY: SURFACE MOTION
 FF0718
 FF0718  HISTORY     - Date     Condition        Report By
 FF0718  HISTORY     - 1956     MONUMENTED       CGS
 FF0718
 FF0718                          STATION DESCRIPTION
 FF0718
 FF0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0718'6.9 MI E FROM WHITEHALL.
 FF0718'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0718'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, THENCE ABOUT
 FF0718'3.2 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT
 FF0718'0.7 MILE EAST AND ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD TO
 FF0718'H.M. MOYE RESIDENCE, THENCE ABOUT 0.35 MILE EAST-NORTHEAST
 FF0718'ALONG FIELD ROADS, AT THE SOUTH END OF A GRASS STRIP BETWEEN
 FF0718'CULTIVATED FIELDS ABOUT 550 YARDS LONG AND FROM 45 TO 90 FEET
 FF0718'WIDE WHICH IS KNOWN AS MOYE AIRPORT, 22 FEET EAST OF CENTER LINE
 FF0718'OF GRASS STRIP, 1 1/2 FEET NORTH OF A FENCE LINE, 25 FEET NORTH
 FF0718'OF NORTH BANK OF A DITCH, 2 FEET EAST OF A WHITE WOODEN WITNESS
 FF0718'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0862 ***********************************************************************
 FF0862  DESIGNATION -  M 183
 FF0862  PID         -  FF0862
 FF0862  STATE/COUNTY-  AR/CRAIGHEAD
 FF0862  USGS QUAD   -  HERMAN (1980)
 FF0862
 FF0862                         *CURRENT SURVEY CONTROL
 FF0862  ___________________________________________________________________
 FF0862* NAD 83(1986)-  35 48 13.     (N)    090 48 20.     (W)     SCALED    
 FF0862* NAVD 88     -        84.054  (meters)     275.77   (feet)  ADJUSTED  
 FF0862  ___________________________________________________________________
 FF0862  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0862  DYNAMIC HT  -          83.983 (meters)     275.53  (feet)  COMP
 FF0862  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 FF0862
 FF0862  VERT ORDER  -  FIRST     CLASS II
 FF0862
 FF0862.The horizontal coordinates were scaled from a topographic map and have
 FF0862.an estimated accuracy of +/- 6 seconds.
 FF0862
 FF0862.The orthometric height was determined by differential leveling
 FF0862.and adjusted by the National Geodetic Survey in June 1991..
 FF0862
 FF0862.The geoid height was determined by GEOID03.
 FF0862
 FF0862.The dynamic height is computed by dividing the NAVD 88
 FF0862.geopotential number by the normal gravity value computed on the
 FF0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0862.degrees latitude (g = 980.6199 gals.).
 FF0862
 FF0862.The modeled gravity was interpolated from observed gravity values.
 FF0862
 FF0862;                    North         East    Units  Estimated Accuracy
 FF0862;SPC AR N     -   163,770.      507,950.      MT  (+/- 180 meters Scaled)
 FF0862
 FF0862                          SUPERSEDED SURVEY CONTROL
 FF0862
 FF0862  NGVD 29 (??/??/??)   83.975  (m)          275.51   (f) ADJUSTED    1 2
 FF0862
 FF0862.Superseded values are not recommended for survey control.
 FF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0862.See file dsdata.txt to determine how the superseded data were derived.
 FF0862
 FF0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV982643(NAD 83)
 FF0862_MARKER: DB = BENCH MARK DISK
 FF0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0862_STAMPING: M 183 1956
 FF0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0862+STABILITY: SURFACE MOTION
 FF0862
 FF0862  HISTORY     - Date     Condition        Report By
 FF0862  HISTORY     - 1956     MONUMENTED       CGS
 FF0862  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0862
 FF0862                          STATION DESCRIPTION
 FF0862
 FF0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0862'1.9 MI NE FROM GIBSON.
 FF0862'1.9 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0862'THE ROAD CROSSING AT GIBSON, AT OVERPASS NO. 131.68 OVER A SMALL
 FF0862'GRADED ROAD, 51 FEET EAT OF EAST RAIL, 12 FEET EAST OF TELEPHONE
 FF0862'POLE NO. 131/21 WHICH IS A TALL POLE WITH A GUY WIRE AND A BRANCH
 FF0862'LINE WEST, 49 FEET EAST OF NORTHEAST CORNER OF OVERPASS, 18 FEET
 FF0862'NORTH OF CENTER LINE OF ROAD, 3 FEET EAST OF A WHITE WOODEN
 FF0862'WITNESS POST, ABOUT 9 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FF0862'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0862
 FF0862                          STATION RECOVERY (2002)
 FF0862
 FF0862'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0091 ***********************************************************************
 FF0091  DESIGNATION -  M 184
 FF0091  PID         -  FF0091
 FF0091  STATE/COUNTY-  AR/CRAIGHEAD
 FF0091  USGS QUAD   -  CARAWAY (1983)
 FF0091
 FF0091                         *CURRENT SURVEY CONTROL
 FF0091  ___________________________________________________________________
 FF0091* NAD 83(1986)-  35 50 20.     (N)    090 21 50.     (W)     SCALED    
 FF0091* NAVD 88     -        70.957  (meters)     232.80   (feet)  POSTED    
 FF0091  ___________________________________________________________________
 FF0091  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0091  DYNAMIC HT  -          70.900 (meters)     232.61  (feet)  COMP
 FF0091  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 FF0091
 FF0091  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0091
 FF0091.The horizontal coordinates were scaled from a topographic map and have
 FF0091.an estimated accuracy of +/- 6 seconds.
 FF0091
 FF0091.The orthometric height was determined by differential leveling
 FF0091.and adjusted by the National Geodetic Survey in 1992..
 FF0091.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0091.rate of 0.0 thru 1.0 mm/km.
 FF0091
 FF0091.The geoid height was determined by GEOID03.
 FF0091
 FF0091.The dynamic height is computed by dividing the NAVD 88
 FF0091.geopotential number by the normal gravity value computed on the
 FF0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0091.degrees latitude (g = 980.6199 gals.).
 FF0091
 FF0091.The modeled gravity was interpolated from observed gravity values.
 FF0091
 FF0091;                    North         East    Units  Estimated Accuracy
 FF0091;SPC AR N     -   168,260.      547,800.      MT  (+/- 180 meters Scaled)
 FF0091
 FF0091                          SUPERSEDED SURVEY CONTROL
 FF0091
 FF0091  NGVD 29 (??/??/??)   70.918  (m)          232.67   (f) ADJUSTED    1 2
 FF0091
 FF0091.Superseded values are not recommended for survey control.
 FF0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0091.See file dsdata.txt to determine how the superseded data were derived.
 FF0091
 FF0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV380692(NAD 83)
 FF0091_MARKER: DB = BENCH MARK DISK
 FF0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0091_STAMPING: M 184 1956
 FF0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0091+STABILITY: SURFACE MOTION
 FF0091
 FF0091  HISTORY     - Date     Condition        Report By
 FF0091  HISTORY     - 1956     MONUMENTED       CGS
 FF0091  HISTORY     - 1978     POOR             USGS
 FF0091  HISTORY     - 20020723 POOR             USACE
 FF0091
 FF0091                          STATION DESCRIPTION
 FF0091
 FF0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0091'0.2 MI NE FROM BLACK OAK.
 FF0091'ABOUT 0.25 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0091'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 135 AT BLACK OAK, AT
 FF0091'AN EAST-WEST GRAVEL ROAD CROSSING, 29 FEET SOUTHEAST OF SOUTHEAST
 FF0091'RAIL OF MAIN TRACK AND ON THE OUTSIDE OF A CURVE WITH TANGENTS
 FF0091'EXTENDING NORTHEAST AND WEST, 73 FEET SOUTHEAST AND ACROSS
 FF0091'TRACK FROM TELEPHONE POLE NO. 1256, 71 FEET NORTH OF CENTER LINE
 FF0091'OF GRAVEL ROAD, 169 FEET EAST-NORTHEAST OF CENTER OF CROSSING
 FF0091'OF ROAD AND MAIN TRACK, 3 FEET SOUTHWEST OF A TELEPHONE POLE,
 FF0091'54 1/2 FEET EAST AND ACROSS TRACK FROM A SWITCH STAND AT THE
 FF0091'NORTHEAST END OF A SIDING, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FF0091'POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 FF0091'POST PROJECTING 3 INCHES.
 FF0091
 FF0091                          STATION RECOVERY (1978)
 FF0091
 FF0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0091'MARK RECOVERED IN POOR CONDITION.
 FF0091
 FF0091                          STATION RECOVERY (2002)
 FF0091
 FF0091'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0091'THE STATION WAS FOUND WITH DISK MISSING. STEM REMAINS IN CONCRETE
 FF0091'SLAB, ALSO RR NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1855 ***********************************************************************
 FE1855  DESIGNATION -  M 185
 FE1855  PID         -  FE1855
 FE1855  STATE/COUNTY-  AR/MISSISSIPPI
 FE1855  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1855
 FE1855                         *CURRENT SURVEY CONTROL
 FE1855  ___________________________________________________________________
 FE1855* NAD 83(1986)-  35 53 01.     (N)    089 59 29.     (W)     SCALED    
 FE1855* NAVD 88     -        73.901  (meters)     242.46   (feet)  ADJUSTED  
 FE1855  ___________________________________________________________________
 FE1855  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FE1855  DYNAMIC HT  -          73.839 (meters)     242.25  (feet)  COMP
 FE1855  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 FE1855
 FE1855  VERT ORDER  -  FIRST     CLASS II
 FE1855
 FE1855.The horizontal coordinates were scaled from a topographic map and have
 FE1855.an estimated accuracy of +/- 6 seconds.
 FE1855
 FE1855.The orthometric height was determined by differential leveling
 FE1855.and adjusted by the National Geodetic Survey in June 1991..
 FE1855
 FE1855.The geoid height was determined by GEOID03.
 FE1855
 FE1855.The dynamic height is computed by dividing the NAVD 88
 FE1855.geopotential number by the normal gravity value computed on the
 FE1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1855.degrees latitude (g = 980.6199 gals.).
 FE1855
 FE1855.The modeled gravity was interpolated from observed gravity values.
 FE1855
 FE1855;                    North         East    Units  Estimated Accuracy
 FE1855;SPC AR N     -   173,840.      581,350.      MT  (+/- 180 meters Scaled)
 FE1855
 FE1855                          SUPERSEDED SURVEY CONTROL
 FE1855
 FE1855  NGVD 29 (??/??/??)   73.864  (m)          242.34   (f) ADJUSTED    1 2
 FE1855
 FE1855.Superseded values are not recommended for survey control.
 FE1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1855.See file dsdata.txt to determine how the superseded data were derived.
 FE1855
 FE1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE299751(NAD 83)
 FE1855_MARKER: DB = BENCH MARK DISK
 FE1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1855_SP_SET: CULVERT
 FE1855_STAMPING: M 185 1956
 FE1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1855
 FE1855  HISTORY     - Date     Condition        Report By
 FE1855  HISTORY     - 1956     MONUMENTED       CGS
 FE1855  HISTORY     - 1987     GOOD             USPSQD
 FE1855  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1855
 FE1855                          STATION DESCRIPTION
 FE1855
 FE1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1855'3.4 MI NE FROM DELL.
 FE1855'3.35 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FE1855'FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL, NORTHWEST AND
 FE1855'ACROSS STATE HIGHWAY 18 FROM POWER TRANSMISSION POLE NO. 138,
 FE1855'AT RAILROAD TELEPHONE POLE 232, 22 FEET NORTHWEST OF CENTER LINE
 FE1855'OF HIGHWAY 18, 59 FEET SOUTHEAST OF SOUTHEAST RAIL, IN THE TOP
 FE1855'OF SOUTHWEST END OF NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE
 FE1855'CULVERT UNDER HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 FE1855
 FE1855                          STATION RECOVERY (1987)
 FE1855
 FE1855'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1855'RECOVERED IN GOOD CONDITION.
 FE1855
 FE1855                          STATION RECOVERY (2002)
 FE1855
 FE1855'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1855'THE STATION HAS BEEN DESTROYED DUE TO HWY WIDENING AND NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0162 ***********************************************************************
 GE0162  DESIGNATION -  M 186
 GE0162  PID         -  GE0162
 GE0162  STATE/COUNTY-  AR/GREENE
 GE0162  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0162
 GE0162                         *CURRENT SURVEY CONTROL
 GE0162  ___________________________________________________________________
 GE0162* NAD 83(1986)-  36 03 51.     (N)    090 28 06.     (W)     SCALED    
 GE0162* NAVD 88     -        82.168  (meters)     269.58   (feet)  ADJUSTED  
 GE0162  ___________________________________________________________________
 GE0162  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0162  DYNAMIC HT  -          82.099 (meters)     269.35  (feet)  COMP
 GE0162  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GE0162
 GE0162  VERT ORDER  -  FIRST     CLASS II
 GE0162
 GE0162.The horizontal coordinates were scaled from a topographic map and have
 GE0162.an estimated accuracy of +/- 6 seconds.
 GE0162
 GE0162.The orthometric height was determined by differential leveling
 GE0162.and adjusted by the National Geodetic Survey in June 1991..
 GE0162
 GE0162.The geoid height was determined by GEOID03.
 GE0162
 GE0162.The dynamic height is computed by dividing the NAVD 88
 GE0162.geopotential number by the normal gravity value computed on the
 GE0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0162.degrees latitude (g = 980.6199 gals.).
 GE0162
 GE0162.The modeled gravity was interpolated from observed gravity values.
 GE0162
 GE0162;                    North         East    Units  Estimated Accuracy
 GE0162;SPC AR N     -   193,100.      537,980.      MT  (+/- 180 meters Scaled)
 GE0162
 GE0162                          SUPERSEDED SURVEY CONTROL
 GE0162
 GE0162  NGVD 29 (??/??/92)   82.159  (m)          269.55   (f) ADJ UNCH    1 2
 GE0162
 GE0162.Superseded values are not recommended for survey control.
 GE0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0162.See file dsdata.txt to determine how the superseded data were derived.
 GE0162
 GE0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV280940(NAD 83)
 GE0162_MARKER: DB = BENCH MARK DISK
 GE0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0162_STAMPING: M 186 1956
 GE0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0162+STABILITY: SURFACE MOTION
 GE0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0162+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 GE0162
 GE0162  HISTORY     - Date     Condition        Report By
 GE0162  HISTORY     - 1956     MONUMENTED       CGS
 GE0162  HISTORY     - 20020502 GOOD             USACE
 GE0162
 GE0162                          STATION DESCRIPTION
 GE0162
 GE0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0162'1.4 MI NE FROM PARAGOULD.
 GE0162'ABOUT 1.45 MILES NORTHEAST ALONG BLYTHEVILLE BRANCH OF THE
 GE0162'ST. LOUIS SOUTHWESTERN RAILWAY FROM THE STATION AT PARAGOULD,
 GE0162'ABOUT 0.8 MILE EAST OF JUNCTION OF TRACKS AND RAILROAD BRIDGE
 GE0162'OVER EIGHT MILE DITCH, AT THE EAST END OF RAILROAD YARDS, ABOUT
 GE0162'6 POLES WEST OF MILE POLE 104, AT THE FIRST ROAD CROSSING EAST
 GE0162'OF JUNCTION OF TRACKS, 46 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK,
 GE0162'56 FEET WEST OF CENTER LINE OF ROAD, 80 FEET SOUTHWEST OF CENTER
 GE0162'OF CROSSING, 58 FEET SOUTH AND ACROSS TRACK FROM THE EAST MOST
 GE0162'SWITCH STAND IN RAILROAD YARDS, 12 1/2 FEET WEST OF A POWER POLE,
 GE0162'1 1/2 FEET NROTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 GE0162'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE
 GE0162'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0162
 GE0162                          STATION RECOVERY (2002)
 GE0162
 GE0162'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5285 ***********************************************************************
 DG5285  DESIGNATION -  M 186X
 DG5285  PID         -  DG5285
 DG5285  STATE/COUNTY-  AR/GREENE
 DG5285  USGS QUAD   -  PARAGOULD EAST (1983)
 DG5285
 DG5285                         *CURRENT SURVEY CONTROL
 DG5285  ___________________________________________________________________
 DG5285* NAD 83(1997)-  36 03 50.63158(N)    090 28 02.29579(W)     ADJUSTED  
 DG5285* NAVD 88     -        82.16   (meters)     269.6    (feet)  LEVELING  
 DG5285  ___________________________________________________________________
 DG5285  X           -     -42,099.671 (meters)                     COMP
 DG5285  Y           -  -5,161,689.173 (meters)                     COMP
 DG5285  Z           -   3,733,972.026 (meters)                     COMP
 DG5285  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DG5285  ELLIP HEIGHT-          53.93  (meters)          (04/05/04) GPS OBS
 DG5285  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DG5285
 DG5285  HORZ ORDER  -  B
 DG5285  VERT ORDER  -  THIRD ?
 DG5285  ELLP ORDER  -  THIRD     CLASS II
 DG5285
 DG5285.The horizontal coordinates were established by GPS observations
 DG5285.and adjusted by the National Geodetic Survey in April 2004..
 DG5285
 DG5285.The orthometric height was determined by differential leveling.
 DG5285.The vertical network tie was performed by a horz. field party for horz.
 DG5285.obs reductions. Reset procedures were used to establish the elevation.
 DG5285
 DG5285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5285
 DG5285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5285
 DG5285.The ellipsoidal height was determined by GPS observations
 DG5285.and is referenced to NAD 83.
 DG5285
 DG5285.The geoid height was determined by GEOID03.
 DG5285
 DG5285;                    North         East     Units Scale Factor Converg.
 DG5285;SPC AR N     -   193,088.544   538,072.039   MT  0.99997092   +0 53 30.7
 DG5285;SPC AR N     -   633,491.33  1,765,324.68   sFT  0.99997092   +0 53 30.7
 DG5285;UTM  15      - 3,994,023.189   728,104.064   MT  1.00024116   +1 29 29.8
 DG5285
 DG5285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5285!SPC AR N     -   0.99999154  x   0.99997092  =   0.99996246
 DG5285!UTM  15      -   0.99999154  x   1.00024116  =   1.00023269
 DG5285
 DG5285                          SUPERSEDED SURVEY CONTROL
 DG5285
 DG5285.No superseded survey control is available for this station.
 DG5285
 DG5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2810494023(NAD 83)
 DG5285_MARKER: F = FLANGE-ENCASED ROD
 DG5285_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5285+WITH SETTING: INFORMATION.
 DG5285_STAMPING: M 186X 2002
 DG5285_MARK LOGO: USACE 
 DG5285_PROJECTION: RECESSED 8 CENTIMETERS
 DG5285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5285+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 DG5285_ROD/PIPE-DEPTH:  2.1 meters
 DG5285
 DG5285  HISTORY     - Date     Condition        Report By
 DG5285  HISTORY     - 20020617 MONUMENTED       EMCINC
 DG5285
 DG5285                          STATION DESCRIPTION
 DG5285
 DG5285'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5285'THE MARK IS LOCATED IN PARAGOULD, ARKANSAS.TO REACH THE MARK FROM THE
 DG5285'INTERSECTION OF U.S. 49 AND U.S. HIGHWAY 412 IN PARAGOULD, ARKANSAS GO
 DG5285'EAST ON U.S. 412 FOR 3.46 KILOMETERS (2.15 MILES) TO SOUTH SIXTEENTH
 DG5285'STREET ON THE LEFT. THENCE NORTH ON SOUTH SIXTEENTH STREET 0.40
 DG5285'KILOMETERS (0.25 MILES) TO THE INTERSECTION WITH EAST COURT STREET,
 DG5285'THENCE WEST ON EAST COURT STREET 0.08 KILOMETERS (0.05 MILES) TO NORTH
 DG5285'FIFTEENTH STREET ON THE RIGHT. THENCE NORTH ON NORTH FIFTEENTH STREET
 DG5285'0.80 KILOMETERS (0.5 MILES) TO NORTH-END AVENUE ON THE LEFT. THENCE
 DG5285'WEST ON NORTH-END AVENUE 45.0 METERS (148.0 FEET) TO THE MARK ON THE
 DG5285'RIGHT ON THE NORTH SHOULDER OF NORTH-END AVENUE.THE MARK IS 7.0 METERS
 DG5285'(23.0 FEET) NORTH OF THE CENTER OF NORTH-END AVENUE, 45.3 METERS
 DG5285'(148.3 FEET) WEST, NORTHWEST OF THE CENTERLINE INTERSECTION OF
 DG5285'NORTH-END AVENUE AND NORTH FIFTEENTH STREET, AND 34.2 METERS (112.2
 DG5285'FEET) NORTHWEST OF BENCHMARK M 186.THE MARK IS A MEMPHIS DISTRICT
 DG5285'CORPS OF ENGINEERS ALUMINUM CAP SET ON AN ALUMINUM ROD, RECESSED 0.1
 DG5285'METERS (0.3 FEET) BELOW GROUND.
 DG5285' 
 DG5285'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0116 ***********************************************************************
 GE0116  DESIGNATION -  M 187
 GE0116  PID         -  GE0116
 GE0116  STATE/COUNTY-  AR/GREENE
 GE0116  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0116
 GE0116                         *CURRENT SURVEY CONTROL
 GE0116  ___________________________________________________________________
 GE0116* NAD 83(1986)-  36 04 23.     (N)    090 28 23.     (W)     SCALED    
 GE0116* NAVD 88     -        82.908  (meters)     272.01   (feet)  ADJUSTED  
 GE0116  ___________________________________________________________________
 GE0116  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GE0116  DYNAMIC HT  -          82.839 (meters)     271.78  (feet)  COMP
 GE0116  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 GE0116
 GE0116  VERT ORDER  -  FIRST     CLASS II
 GE0116
 GE0116.The horizontal coordinates were scaled from a topographic map and have
 GE0116.an estimated accuracy of +/- 6 seconds.
 GE0116
 GE0116.The orthometric height was determined by differential leveling
 GE0116.and adjusted by the National Geodetic Survey in June 1991..
 GE0116
 GE0116.The geoid height was determined by GEOID03.
 GE0116
 GE0116.The dynamic height is computed by dividing the NAVD 88
 GE0116.geopotential number by the normal gravity value computed on the
 GE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0116.degrees latitude (g = 980.6199 gals.).
 GE0116
 GE0116.The modeled gravity was interpolated from observed gravity values.
 GE0116
 GE0116;                    North         East    Units  Estimated Accuracy
 GE0116;SPC AR N     -   194,080.      537,540.      MT  (+/- 180 meters Scaled)
 GE0116
 GE0116                          SUPERSEDED SURVEY CONTROL
 GE0116
 GE0116  NGVD 29 (??/??/92)   82.900  (m)          271.98   (f) ADJ UNCH    1 2
 GE0116
 GE0116.Superseded values are not recommended for survey control.
 GE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0116.See file dsdata.txt to determine how the superseded data were derived.
 GE0116
 GE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV275950(NAD 83)
 GE0116_MARKER: DB = BENCH MARK DISK
 GE0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0116_STAMPING: M 187 1956
 GE0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0116+STABILITY: SURFACE MOTION
 GE0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0116+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 GE0116
 GE0116  HISTORY     - Date     Condition        Report By
 GE0116  HISTORY     - 1956     MONUMENTED       CGS
 GE0116  HISTORY     - 20020502 GOOD             USACE
 GE0116  HISTORY     - 20030513 GOOD             JCLS
 GE0116
 GE0116                          STATION DESCRIPTION
 GE0116
 GE0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0116'1.5 MI NE FROM PARAGOULD.
 GE0116'ABOUT 1.5 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0116'RAILWAY FROM THE STATION AT PARAGOULD, ABOUT 0.15 MILE SOUTHWEST
 GE0116'OF MILE POLE 102, AT AN EAST-WEST ROAD CROSSING, 48 FEET NORTHWEST
 GE0116'OF NORTHWEST RAIL OF MAIN TRACK, 115 FEET SOUTHWEST OF CENTER OF
 GE0116'CROSSING OF TRACK AND ROAD, 87 FEET SOUTH OF CENTER LINE OF ROAD,
 GE0116'48 FEET SOUTH OF THE WEST LEG OF POWER TRANSMISSION POLE NO.
 GE0116'280, 14 1/2 FEET NORTHWEST OF TELEPHONE POLE NO. 1374, 1 1/2 FEET
 GE0116'EAST-NORTHEAST OF A FENCE CORNER, 2 1/2 FEET NORTHEAST OF A WHITE
 GE0116'WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND
 GE0116'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0116
 GE0116                          STATION RECOVERY (2002)
 GE0116
 GE0116'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0116'RECOVERED IN GOOD CONDITION.
 GE0116
 GE0116                          STATION RECOVERY (2003)
 GE0116
 GE0116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 GE0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0130 ***********************************************************************
 GE0130  DESIGNATION -  M 188
 GE0130  PID         -  GE0130
 GE0130  STATE/COUNTY-  AR/GREENE
 GE0130  USGS QUAD   -  MARMADUKE (1992)
 GE0130
 GE0130                         *CURRENT SURVEY CONTROL
 GE0130  ___________________________________________________________________
 GE0130* NAD 83(1986)-  36 07 47.     (N)    090 29 32.     (W)     SCALED    
 GE0130* NAVD 88     -        93.155  (meters)     305.63   (feet)  ADJUSTED  
 GE0130  ___________________________________________________________________
 GE0130  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0130  DYNAMIC HT  -          93.077 (meters)     305.37  (feet)  COMP
 GE0130  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 GE0130
 GE0130  VERT ORDER  -  FIRST     CLASS II
 GE0130
 GE0130.The horizontal coordinates were scaled from a topographic map and have
 GE0130.an estimated accuracy of +/- 6 seconds.
 GE0130
 GE0130.The orthometric height was determined by differential leveling
 GE0130.and adjusted by the National Geodetic Survey in June 1991..
 GE0130
 GE0130.The geoid height was determined by GEOID03.
 GE0130
 GE0130.The dynamic height is computed by dividing the NAVD 88
 GE0130.geopotential number by the normal gravity value computed on the
 GE0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0130.degrees latitude (g = 980.6199 gals.).
 GE0130
 GE0130.The modeled gravity was interpolated from observed gravity values.
 GE0130
 GE0130;                    North         East    Units  Estimated Accuracy
 GE0130;SPC AR N     -   200,340.      535,720.      MT  (+/- 180 meters Scaled)
 GE0130
 GE0130                          SUPERSEDED SURVEY CONTROL
 GE0130
 GE0130  NGVD 29 (??/??/92)   93.146  (m)          305.60   (f) ADJ UNCH    1 2
 GE0130
 GE0130.Superseded values are not recommended for survey control.
 GE0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0130.See file dsdata.txt to determine how the superseded data were derived.
 GE0130
 GE0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA256012(NAD 83)
 GE0130_MARKER: DB = BENCH MARK DISK
 GE0130_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 GE0130_SP_SET: UNSPECIFIED DEEP SET
 GE0130_STAMPING: M 188 1956
 GE0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0130+STABILITY: SURFACE MOTION
 GE0130
 GE0130  HISTORY     - Date     Condition        Report By
 GE0130  HISTORY     - 1956     MONUMENTED       CGS
 GE0130  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0130
 GE0130                          STATION DESCRIPTION
 GE0130
 GE0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0130'5.6 MI NW FROM PARAGOULD.
 GE0130'ABOUT 5.55 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 GE0130'FROM THE STATION AT PARAGOULD, ABOUT 0.5 MILE NORTH OF TRESTLE
 GE0130'OVER LOCUST CREEK, AT A NORTHWEST-SOUTHEAST DIRT ROAD CROSSING,
 GE0130'46 1/2 FEET EAST OF EAST RAIL, 92 FEET NORTH OF MILE POLE 214,
 GE0130'82 FEET SOUTHEAST OF CENTER OF ROAD CROSSING, 43 FEET SOUTHWEST
 GE0130'OF CENTER LINE OF ROAD, 45 FEET SOUTH OF A FENCE CORNER, 1/2
 GE0130'FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 GE0130'WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND IS A
 GE0130'DISK ON TOP OF A COPPER COATED STEEL ROD ABOUT FLUSH WITH
 GE0130'GROUND AND PROTECTED BY A 4-INCH TILE PROJECTING 3 INCHES.
 GE0130
 GE0130                          STATION RECOVERY (1981)
 GE0130
 GE0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1843 ***********************************************************************
 FE1843  DESIGNATION -  M 189
 FE1843  PID         -  FE1843
 FE1843  STATE/COUNTY-  AR/MISSISSIPPI
 FE1843  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1843
 FE1843                         *CURRENT SURVEY CONTROL
 FE1843  ___________________________________________________________________
 FE1843* NAD 83(1986)-  35 57 30.     (N)    089 57 52.     (W)     SCALED    
 FE1843* NAVD 88     -        76.282  (meters)     250.27   (feet)  ADJUSTED  
 FE1843  ___________________________________________________________________
 FE1843  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE1843  DYNAMIC HT  -          76.217 (meters)     250.06  (feet)  COMP
 FE1843  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 FE1843
 FE1843  VERT ORDER  -  FIRST     CLASS II
 FE1843
 FE1843.This mark is at Arkansas Int Airport (BYH)
 FE1843
 FE1843.The horizontal coordinates were scaled from a topographic map and have
 FE1843.an estimated accuracy of +/- 6 seconds.
 FE1843
 FE1843.The orthometric height was determined by differential leveling
 FE1843.and adjusted by the National Geodetic Survey in June 1991..
 FE1843
 FE1843.The geoid height was determined by GEOID03.
 FE1843
 FE1843.The dynamic height is computed by dividing the NAVD 88
 FE1843.geopotential number by the normal gravity value computed on the
 FE1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1843.degrees latitude (g = 980.6199 gals.).
 FE1843
 FE1843.The modeled gravity was interpolated from observed gravity values.
 FE1843
 FE1843;                    North         East    Units  Estimated Accuracy
 FE1843;SPC AR N     -   182,180.      583,610.      MT  (+/- 180 meters Scaled)
 FE1843
 FE1843                          SUPERSEDED SURVEY CONTROL
 FE1843
 FE1843  NGVD 29 (??/??/??)   76.233  (m)          250.11   (f) ADJUSTED    1 2
 FE1843
 FE1843.Superseded values are not recommended for survey control.
 FE1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1843.See file dsdata.txt to determine how the superseded data were derived.
 FE1843
 FE1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE326833(NAD 83)
 FE1843_MARKER: DB = BENCH MARK DISK
 FE1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1843_STAMPING: M 189 1956
 FE1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1843+STABILITY: SURFACE MOTION
 FE1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1843+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 FE1843
 FE1843  HISTORY     - Date     Condition        Report By
 FE1843  HISTORY     - 1956     MONUMENTED       CGS
 FE1843  HISTORY     - 20020320 GOOD             USACE
 FE1843
 FE1843                          STATION DESCRIPTION
 FE1843
 FE1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1843'3.8 MI NW FROM BLYTHEVILLE.
 FE1843'3.75 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 151 FROM THE
 FE1843'JUNCTION OF U.S. HIGHWAY 61 AT BLYTHEVILLE, AT THE MAIN ENTRANCE
 FE1843'TO BLYTHEVILLE AIR FORCE BASE (4-LANE DIVIDED ENTRANCE ROAD),
 FE1843'ABOUT 0.1 MILE SOUTHEAST OF GOSNELL SCHOOL, 240 1/2 FEET EAST
 FE1843'OF CENTER LINE OF HIGHWAY, 113 1/2 FEET SOUTHEAST OF EAST END OF
 FE1843'SOUTH HEAD WALL (WITH HANDRAIL) OF A 15-FOOT CONCRETE CULVERT WITH
 FE1843'PARTITION UNDER ENTRANCE DRIVE, 87 1/2 FEET SOUTH OF SOUTH CURB
 FE1843'OF ENTRANCE DRIVE, 6.3 FEET EAST-NORTHEAST OF NORTHWEST LEG OF
 FE1843'AN AIRWAY LIGHT BEACON, 5 FEET WEST-NORTHWEST OF NORTHEAST LEG
 FE1843'OF AIRWAY BEACON, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 FE1843'POST, ABOUT 1 FOOT ABOVE LEVEL OF ENTRANCE DRIVE AND SET IN THE
 FE1843'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1843
 FE1843                          STATION RECOVERY (2002)
 FE1843
 FE1843'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5286 ***********************************************************************
 DG5286  DESIGNATION -  M 189X
 DG5286  PID         -  DG5286
 DG5286  STATE/COUNTY-  AR/MISSISSIPPI
 DG5286  USGS QUAD   -  BLYTHEVILLE (1972)
 DG5286
 DG5286                         *CURRENT SURVEY CONTROL
 DG5286  ___________________________________________________________________
 DG5286* NAD 83(1997)-  35 57 33.16437(N)    089 57 51.34997(W)     ADJUSTED  
 DG5286* NAVD 88     -        75.99   (meters)     249.3    (feet)  LEVELING  
 DG5286  ___________________________________________________________________
 DG5286  X           -       3,223.783 (meters)                     COMP
 DG5286  Y           -  -5,168,695.342 (meters)                     COMP
 DG5286  Z           -   3,724,557.406 (meters)                     COMP
 DG5286  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DG5286  ELLIP HEIGHT-          47.82  (meters)          (04/05/04) GPS OBS
 DG5286  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DG5286
 DG5286  HORZ ORDER  -  B
 DG5286  VERT ORDER  -  THIRD ?
 DG5286  ELLP ORDER  -  FOURTH    CLASS II
 DG5286
 DG5286.The horizontal coordinates were established by GPS observations
 DG5286.and adjusted by the National Geodetic Survey in April 2004..
 DG5286
 DG5286.The orthometric height was determined by differential leveling.
 DG5286.The vertical network tie was performed by a horz. field party for horz.
 DG5286.obs reductions. Reset procedures were used to establish the elevation.
 DG5286
 DG5286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5286
 DG5286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5286
 DG5286.The ellipsoidal height was determined by GPS observations
 DG5286.and is referenced to NAD 83.
 DG5286
 DG5286.The geoid height was determined by GEOID03.
 DG5286
 DG5286;                    North         East     Units Scale Factor Converg.
 DG5286;SPC AR N     -   182,278.298   583,623.020   MT  0.99995729   +1 11 04.5
 DG5286;SPC AR N     -   598,024.72  1,914,769.86   sFT  0.99995729   +1 11 04.5
 DG5286;UTM  16      - 3,983,487.472   232,663.115   MT  1.00048073   -1 44 30.0
 DG5286;UTM  15      - 3,983,685.898   773,784.588   MT  1.00052374   +1 47 01.4
 DG5286
 DG5286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5286!SPC AR N     -   0.99999249  x   0.99995729  =   0.99994979
 DG5286!UTM  16      -   0.99999249  x   1.00048073  =   1.00047322
 DG5286!UTM  15      -   0.99999249  x   1.00052374  =   1.00051623
 DG5286
 DG5286                          SUPERSEDED SURVEY CONTROL
 DG5286
 DG5286.No superseded survey control is available for this station.
 DG5286
 DG5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3266383487(NAD 83)
 DG5286_MARKER: F = FLANGE-ENCASED ROD
 DG5286_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5286+WITH SETTING: INFORMATION.
 DG5286_STAMPING: M 189X 2002
 DG5286_MARK LOGO: USACE 
 DG5286_PROJECTION: FLUSH
 DG5286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5286+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 DG5286_ROD/PIPE-DEPTH: 2.1  meters
 DG5286
 DG5286  HISTORY     - Date     Condition        Report By
 DG5286  HISTORY     - 20020617 MONUMENTED       EMCINC
 DG5286  HISTORY     - 20030716 GOOD             EMCINC
 DG5286
 DG5286                          STATION DESCRIPTION
 DG5286
 DG5286'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5286'THE MARK IS LOCATED AT THE MAIN ENTRANCE TO THE BLYTHVILLE-GOSNELL
 DG5286'REGIONAL AIRPORT IN BLYTHVILLE, ARKANSAS.TO REACH THE MARK FROM THE
 DG5286'INTERSECTION OF STATE ROAD 18 AND STATE ROAD 151 ON THE WEST EDGE OF
 DG5286'BLYTHVILLE, ARKANSAS GO NORTHWEST ON STATE ROAD 151, 5.16 KILOMETERS
 DG5286'(3.2 MILES) TO MEMORIAL DRIVE ON THE RIGHT AT THE MAIN ENTRANCE TO THE
 DG5286'BLYTHVILLE-GOSNELL REGIONAL AIRPORT. THENCE RIGHT (EAST) ON MEMORIAL
 DG5286'DRIVE 0.08 KILOMETERS (0.05 MILES) TO THE MARK ON THE LEFT, IN THE
 DG5286'SOUTH END OF A MEDIAN BETWEEN TRAFFIC LANES.THE MARK IS 35.7 METERS
 DG5286'(117.2 FEET) NORTH OF BENCHMARK M 189, 28.5 METERS (93.5 FEET) EAST,
 DG5286'NORTHEAST OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE BOX
 DG5286'CULVERT UNDER MEMORIAL DRIVE, 33.0 METERS (108.3 FEET) SOUTHWEST OF A
 DG5286'POWER POLE WITH A TRANSFORMER AND LIGHT AND 0.5 METERS (1.6 FEET) WEST
 DG5286'OF A CARSONITE WITNESS POST SET IN THE MEDIAN ON MEMORIAL DRIVE.THE
 DG5286'MARK IS A U.S. ARMY CORPS OF ENGINEERS BRONZE DISC SET FLUSH WITH THE
 DG5286'TOP OF A CONCRETE CURB IN THE MEDIAN ON MEMORIAL DRIVE.
 DG5286' 
 DG5286'
 DG5286
 DG5286                          STATION RECOVERY (2003)
 DG5286
 DG5286'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DG5286'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0859 ***********************************************************************
 FG0859  DESIGNATION -  M 19
 FG0859  PID         -  FG0859
 FG0859  STATE/COUNTY-  AR/JOHNSON
 FG0859  USGS QUAD   -  LUDWIG (1980)
 FG0859
 FG0859                         *CURRENT SURVEY CONTROL
 FG0859  ___________________________________________________________________
 FG0859* NAD 83(1986)-  35 31 34.     (N)    093 25 40.     (W)     SCALED    
 FG0859* NAVD 88     -       199.797  (meters)     655.50   (feet)  ADJUSTED  
 FG0859  ___________________________________________________________________
 FG0859  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FG0859  DYNAMIC HT  -         199.612 (meters)     654.89  (feet)  COMP
 FG0859  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FG0859
 FG0859  VERT ORDER  -  SECOND    CLASS 0
 FG0859
 FG0859.The horizontal coordinates were scaled from a topographic map and have
 FG0859.an estimated accuracy of +/- 6 seconds.
 FG0859
 FG0859.The orthometric height was determined by differential leveling
 FG0859.and adjusted by the National Geodetic Survey in June 1991..
 FG0859
 FG0859.The geoid height was determined by GEOID03.
 FG0859
 FG0859.The dynamic height is computed by dividing the NAVD 88
 FG0859.geopotential number by the normal gravity value computed on the
 FG0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0859.degrees latitude (g = 980.6199 gals.).
 FG0859
 FG0859.The modeled gravity was interpolated from observed gravity values.
 FG0859
 FG0859;                    North         East    Units  Estimated Accuracy
 FG0859;SPC AR N     -   133,270.      270,510.      MT  (+/- 180 meters Scaled)
 FG0859
 FG0859                          SUPERSEDED SURVEY CONTROL
 FG0859
 FG0859  NGVD 29 (??/??/92)  199.788  (m)          655.47   (f) ADJ UNCH    2 0
 FG0859
 FG0859.Superseded values are not recommended for survey control.
 FG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0859.See file dsdata.txt to determine how the superseded data were derived.
 FG0859
 FG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV612314(NAD 83)
 FG0859_MARKER: DB = BENCH MARK DISK
 FG0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0859_STAMPING: M-19 193
 FG0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0859+STABILITY: SURFACE MOTION
 FG0859
 FG0859  HISTORY     - Date     Condition        Report By
 FG0859  HISTORY     - UNK      MONUMENTED       CGS
 FG0859  HISTORY     - 1935     GOOD             NGS
 FG0859  HISTORY     - 1971     GOOD             USFS
 FG0859
 FG0859                          STATION DESCRIPTION
 FG0859
 FG0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0859'5.5 MI N FROM CLARKSVILLE.
 FG0859'ABOUT 5.5 MILES NORTH OF CLARKSVILLE, JOHNSON COUNTY, ARKANSAS. (ALONG
 FG0859'U.S. HIGHWAY 64 THENCE NORTH ON STATE ROAD 21.)  3.9 MILES NORTHEAST
 FG0859'OF JUNCTION OF U.S. HIGHWAY 64 AND STATE ROAD 21.  AT JACK TAYLOR
 FG0859'HOME.  81 FEET NORTHEAST OF CENTER-LINE OF CROSS ROAD WITH BEARING N.
 FG0859'80 E.  36 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE. 33 FEET EAST OF
 FG0859'CENTER-LINE OF STATE ROAD 21.  STANDARD TABLET SET IN CONCRETE POST.
 FG0859
 FG0859                          STATION RECOVERY (1971)
 FG0859
 FG0859'RECOVERY NOTE BY US FOREST SERVICE 1971
 FG0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1439 ***********************************************************************
 EJ1439  DESIGNATION -  M 19
 EJ1439  PID         -  EJ1439
 EJ1439  STATE/COUNTY-  AR/MONTGOMERY
 EJ1439  USGS QUAD   -  BIG FORK (1980)
 EJ1439
 EJ1439                         *CURRENT SURVEY CONTROL
 EJ1439  ___________________________________________________________________
 EJ1439* NAD 83(1986)-  34 22 51.     (N)    093 53 03.     (W)     SCALED    
 EJ1439* NAVD 88     -       285.793  (meters)     937.64   (feet)  ADJUSTED  
 EJ1439  ___________________________________________________________________
 EJ1439  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 EJ1439  DYNAMIC HT  -         285.497 (meters)     936.67  (feet)  COMP
 EJ1439  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 EJ1439
 EJ1439  VERT ORDER  -  SECOND    CLASS 0
 EJ1439
 EJ1439.The horizontal coordinates were scaled from a topographic map and have
 EJ1439.an estimated accuracy of +/- 6 seconds.
 EJ1439
 EJ1439.The orthometric height was determined by differential leveling
 EJ1439.and adjusted by the National Geodetic Survey in June 1991..
 EJ1439
 EJ1439.The geoid height was determined by GEOID03.
 EJ1439
 EJ1439.The dynamic height is computed by dividing the NAVD 88
 EJ1439.geopotential number by the normal gravity value computed on the
 EJ1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1439.degrees latitude (g = 980.6199 gals.).
 EJ1439
 EJ1439.The modeled gravity was interpolated from observed gravity values.
 EJ1439
 EJ1439;                    North         East    Units  Estimated Accuracy
 EJ1439;SPC AR S     -   591,720.      226,730.      MT  (+/- 180 meters Scaled)
 EJ1439
 EJ1439                          SUPERSEDED SURVEY CONTROL
 EJ1439
 EJ1439  NGVD 29 (??/??/92)  285.737  (m)          937.46   (f) ADJ UNCH    2 0
 EJ1439
 EJ1439.Superseded values are not recommended for survey control.
 EJ1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1439.See file dsdata.txt to determine how the superseded data were derived.
 EJ1439
 EJ1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU187047(NAD 83)
 EJ1439_MARKER: DB = BENCH MARK DISK
 EJ1439_SETTING: 0 = UNSPECIFIED SETTING
 EJ1439_STAMPING: M-19 1934
 EJ1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1439
 EJ1439  HISTORY     - Date     Condition        Report By
 EJ1439  HISTORY     - 1934     MONUMENTED       CGS
 EJ1439  HISTORY     - 1935     GOOD             NGS
 EJ1439  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1439
 EJ1439                          STATION DESCRIPTION
 EJ1439
 EJ1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1439'7.2 MI N FROM LANGLEY.
 EJ1439'ABOUT 7.2 MILE NORTH OF, ALONG OLD CROOKED CREEK RD. FROM LANGLEY
 EJ1439'SCHOOL.  0.6 MI E, THENCE 6.6 MI N, OF JUNCTION OF ALBERT ROAD AND
 EJ1439'BAKER SPRINGS ROAD TO LANGLEY.  IN S.E. 1/4 OF S.W. 1/4 OF SEC. 22. T.
 EJ1439'4 S., R. 27 W.  ON EAST SIDE OF ROAD AT INTERSECTION OF ALBERT ROAD
 EJ1439'AND CROOKED CREEK ROAD.  42 FEET EAST OF INTERSECTION OF CENTERLINE OF
 EJ1439'ROADS.  120 FEET EAST AND 103 FEET SOUTH OF SOUTHEAST CORNER OF OLD
 EJ1439'SCHOOL HOUSE ON WEST SIDE OF CROOKED CREEK ROAD. NOTE-- THE OLD SCHOOL
 EJ1439'HOUSE HAS BEEN TORN DOWN AND ALL THAT REMAINS IS THE FOUNDATION.
 EJ1439
 EJ1439                          STATION RECOVERY (1961)
 EJ1439
 EJ1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0219 ***********************************************************************
 GE0219  DESIGNATION -  M 190
 GE0219  PID         -  GE0219
 GE0219  STATE/COUNTY-  AR/GREENE
 GE0219  USGS QUAD   -  KNOBEL (1993)
 GE0219
 GE0219                         *CURRENT SURVEY CONTROL
 GE0219  ___________________________________________________________________
 GE0219* NAD 83(1986)-  36 15 49.     (N)    090 34 01.     (W)     SCALED    
 GE0219* NAVD 88     -        87.087  (meters)     285.72   (feet)  ADJUSTED  
 GE0219  ___________________________________________________________________
 GE0219  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE0219  DYNAMIC HT  -          87.016 (meters)     285.49  (feet)  COMP
 GE0219  MODELED GRAV-     979,817.9   (mgal)                       NAVD 88
 GE0219
 GE0219  VERT ORDER  -  FIRST     CLASS II
 GE0219
 GE0219.The horizontal coordinates were scaled from a topographic map and have
 GE0219.an estimated accuracy of +/- 6 seconds.
 GE0219
 GE0219.The orthometric height was determined by differential leveling
 GE0219.and adjusted by the National Geodetic Survey in June 1991..
 GE0219
 GE0219.The geoid height was determined by GEOID03.
 GE0219
 GE0219.The dynamic height is computed by dividing the NAVD 88
 GE0219.geopotential number by the normal gravity value computed on the
 GE0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0219.degrees latitude (g = 980.6199 gals.).
 GE0219
 GE0219.The modeled gravity was interpolated from observed gravity values.
 GE0219
 GE0219;                    North         East    Units  Estimated Accuracy
 GE0219;SPC AR N     -   215,090.      528,770.      MT  (+/- 180 meters Scaled)
 GE0219
 GE0219                          SUPERSEDED SURVEY CONTROL
 GE0219
 GE0219  NGVD 29 (??/??/92)   87.079  (m)          285.69   (f) ADJ UNCH    1 2
 GE0219
 GE0219.Superseded values are not recommended for survey control.
 GE0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0219.See file dsdata.txt to determine how the superseded data were derived.
 GE0219
 GE0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA185159(NAD 83)
 GE0219_MARKER: DB = BENCH MARK DISK
 GE0219_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0219_SP_SET: 48 FEET
 GE0219_STAMPING: M 190 1956
 GE0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0219
 GE0219  HISTORY     - Date     Condition        Report By
 GE0219  HISTORY     - 1956     MONUMENTED       CGS
 GE0219  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0219
 GE0219                          STATION DESCRIPTION
 GE0219
 GE0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0219'4.4 MI SE FROM KNOBEL.
 GE0219'4.45 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0219'STATION AT KNOBEL, AT A DIRT ROAD CROSSING NEAR THE GREENE-CLAY
 GE0219'COUNTY LINE, 46 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 59 FEET
 GE0219'NORTH-NORTHEAST OF CENTER OF ROAD CROSSING, 38 1/2 FEET NORTH OF
 GE0219'NORTHWEST END OF AN 18-INCH TILE PIPE CULVERT UNDER ROAD, 62
 GE0219'FEET NORTHWEST AND ACROSS ROAD FROM TELEPHONE POLE NO. 203/04,
 GE0219'38 FEET NORTHWEST OF CENTER OF A GATE ACROSS ROAD, 1 FOOT
 GE0219'SOUTHWEST OF A FENCE LINE, 2 1/2 FEET SOUTHEAST OF A WHITE
 GE0219'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND
 GE0219'IS A DISK ON TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH
 GE0219'GROUND AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 2 INCHES.
 GE0219'THE ROD IS DRIVEN TO A DEPTH OF 48-FEET.
 GE0219
 GE0219                          STATION RECOVERY (1981)
 GE0219
 GE0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0389 ***********************************************************************
 DL0389  DESIGNATION -  M 192 X
 DL0389  PID         -  DL0389
 DL0389  STATE/COUNTY-  AR/CLARK
 DL0389  USGS QUAD   -  CURTIS (1970)
 DL0389
 DL0389                         *CURRENT SURVEY CONTROL
 DL0389  ___________________________________________________________________
 DL0389* NAD 83(1986)-  33 57 13.     (N)    093 07 11.     (W)     SCALED    
 DL0389* NAVD 88     -        59.640  (meters)     195.67   (feet)  ADJUSTED  
 DL0389  ___________________________________________________________________
 DL0389  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0389  DYNAMIC HT  -          59.580 (meters)     195.47  (feet)  COMP
 DL0389  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 DL0389
 DL0389  VERT ORDER  -  FIRST     CLASS II
 DL0389
 DL0389.The horizontal coordinates were scaled from a topographic map and have
 DL0389.an estimated accuracy of +/- 6 seconds.
 DL0389
 DL0389.The orthometric height was determined by differential leveling
 DL0389.and adjusted by the National Geodetic Survey in June 1991..
 DL0389
 DL0389.The geoid height was determined by GEOID03.
 DL0389
 DL0389.The dynamic height is computed by dividing the NAVD 88
 DL0389.geopotential number by the normal gravity value computed on the
 DL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0389.degrees latitude (g = 980.6199 gals.).
 DL0389
 DL0389.The modeled gravity was interpolated from observed gravity values.
 DL0389
 DL0389;                    North         East    Units  Estimated Accuracy
 DL0389;SPC AR S     -   543,300.      296,510.      MT  (+/- 180 meters Scaled)
 DL0389
 DL0389                          SUPERSEDED SURVEY CONTROL
 DL0389
 DL0389  NGVD 29 (??/??/92)   59.648  (m)          195.70   (f) ADJ UNCH    1 2
 DL0389
 DL0389.Superseded values are not recommended for survey control.
 DL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0389.See file dsdata.txt to determine how the superseded data were derived.
 DL0389
 DL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT889570(NAD 83)
 DL0389_MARKER: DB = BENCH MARK DISK
 DL0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0389_SP_SET: CULVERT
 DL0389_STAMPING: M 192 X 1959
 DL0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0389
 DL0389  HISTORY     - Date     Condition        Report By
 DL0389  HISTORY     - 1959     MONUMENTED       CGS
 DL0389  HISTORY     - 1960     GOOD             NGS
 DL0389
 DL0389                          STATION DESCRIPTION
 DL0389
 DL0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0389'2.95 MI NE FROM GURDON.
 DL0389'ABOUT 2.95 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0389'THE STATION AT GURDON, 4 POLES SOUTHWEST OF MILEPOLE 423.10, ON THE
 DL0389'OUTSIDE OF A LONG CURVE IN THE TRACKS, SET IN THE TOP OF THE NORTHEAST
 DL0389'END OF THE SOUTHEAST CONCRETE HEAD WALL OF A SMALL BOX CULVERT, 18
 DL0389'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 14 FEET
 DL0389'NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 DL0389'1 POLE SOUTHWEST OF A BATTERY BOX, AND ABOUT 8 FEET BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0329 ***********************************************************************
 DL0329  DESIGNATION -  M 196
 DL0329  PID         -  DL0329
 DL0329  STATE/COUNTY-  AR/OUACHITA
 DL0329  USGS QUAD   -  CAMDEN (1985)
 DL0329
 DL0329                         *CURRENT SURVEY CONTROL
 DL0329  ___________________________________________________________________
 DL0329* NAD 83(1986)-  33 31 46.     (N)    092 48 12.     (W)     SCALED    
 DL0329* NAVD 88     -        41.284  (meters)     135.45   (feet)  ADJUSTED  
 DL0329  ___________________________________________________________________
 DL0329  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0329  DYNAMIC HT  -          41.242 (meters)     135.31  (feet)  COMP
 DL0329  MODELED GRAV-     979,599.7   (mgal)                       NAVD 88
 DL0329
 DL0329  VERT ORDER  -  FIRST     CLASS II
 DL0329
 DL0329.The horizontal coordinates were scaled from a topographic map and have
 DL0329.an estimated accuracy of +/- 6 seconds.
 DL0329
 DL0329.The orthometric height was determined by differential leveling
 DL0329.and adjusted by the National Geodetic Survey in June 1991..
 DL0329
 DL0329.The geoid height was determined by GEOID03.
 DL0329
 DL0329.The dynamic height is computed by dividing the NAVD 88
 DL0329.geopotential number by the normal gravity value computed on the
 DL0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0329.degrees latitude (g = 980.6199 gals.).
 DL0329
 DL0329.The modeled gravity was interpolated from observed gravity values.
 DL0329
 DL0329;                    North         East    Units  Estimated Accuracy
 DL0329;SPC AR S     -   495,990.      325,380.      MT  (+/- 180 meters Scaled)
 DL0329
 DL0329                          SUPERSEDED SURVEY CONTROL
 DL0329
 DL0329  NGVD 29 (??/??/92)   41.31   (m)          135.5    (f) COMPUTED    1 2
 DL0329
 DL0329.Superseded values are not recommended for survey control.
 DL0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0329.See file dsdata.txt to determine how the superseded data were derived.
 DL0329
 DL0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT182100(NAD 83)
 DL0329_MARKER: DB = BENCH MARK DISK
 DL0329_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0329_SP_SET: 40 FT
 DL0329_STAMPING: M 196 1960
 DL0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0329
 DL0329  HISTORY     - Date     Condition        Report By
 DL0329  HISTORY     - 1960     MONUMENTED       CGS
 DL0329  HISTORY     - 1964     GOOD             NGS
 DL0329
 DL0329                          STATION DESCRIPTION
 DL0329
 DL0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0329'4.2 MI SE FROM CAMDEN.
 DL0329'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0329'THE STATION AT CAMDEN, THENCE 0.85 MILE SOUTHEAST ALONG AN ASPHALT
 DL0329'ROAD, IN SECTION 12, T 14 S, R 17 W, NORTHWEST OF AND AT THE FOOT OF A
 DL0329'HILL, 46 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 DL0329'SOUTHEAST OF THE CENTER LINE OF A WOODS ROAD, 1 1/2 FEET NORTHEAST OF
 DL0329'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ON THE TOP OF A
 DL0329'5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET,
 DL0329'AND IS ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
 DL0329
 DL0329                          STATION RECOVERY (1964)
 DL0329
 DL0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0223 ***********************************************************************
 DL0223  DESIGNATION -  M 198
 DL0223  PID         -  DL0223
 DL0223  STATE/COUNTY-  AR/UNION
 DL0223  USGS QUAD   -  SMACKOVER (1985)
 DL0223
 DL0223                         *CURRENT SURVEY CONTROL
 DL0223  ___________________________________________________________________
 DL0223* NAD 83(1986)-  33 19 50.     (N)    092 39 43.     (W)     SCALED    
 DL0223* NAVD 88     -        48.514  (meters)     159.17   (feet)  ADJUSTED  
 DL0223  ___________________________________________________________________
 DL0223  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0223  DYNAMIC HT  -          48.463 (meters)     159.00  (feet)  COMP
 DL0223  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 DL0223
 DL0223  VERT ORDER  -  FIRST     CLASS II
 DL0223
 DL0223.The horizontal coordinates were scaled from a topographic map and have
 DL0223.an estimated accuracy of +/- 6 seconds.
 DL0223
 DL0223.The orthometric height was determined by differential leveling
 DL0223.and adjusted by the National Geodetic Survey in June 1991..
 DL0223
 DL0223.The geoid height was determined by GEOID03.
 DL0223
 DL0223.The dynamic height is computed by dividing the NAVD 88
 DL0223.geopotential number by the normal gravity value computed on the
 DL0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0223.degrees latitude (g = 980.6199 gals.).
 DL0223
 DL0223.The modeled gravity was interpolated from observed gravity values.
 DL0223
 DL0223;                    North         East    Units  Estimated Accuracy
 DL0223;SPC AR S     -   473,830.      338,370.      MT  (+/- 180 meters Scaled)
 DL0223
 DL0223                          SUPERSEDED SURVEY CONTROL
 DL0223
 DL0223  NGVD 29 (??/??/92)   48.550  (m)          159.28   (f) ADJ UNCH    1 2
 DL0223
 DL0223.Superseded values are not recommended for survey control.
 DL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0223.See file dsdata.txt to determine how the superseded data were derived.
 DL0223
 DL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS314879(NAD 83)
 DL0223_MARKER: DB = BENCH MARK DISK
 DL0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0223_SP_SET: 80 FT.
 DL0223_STAMPING: M 198 1960
 DL0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0223
 DL0223  HISTORY     - Date     Condition        Report By
 DL0223  HISTORY     - 1960     MONUMENTED       CGS
 DL0223  HISTORY     - 1964     GOOD             NGS
 DL0223
 DL0223                          STATION DESCRIPTION
 DL0223
 DL0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0223'1.25 MI N FROM NORPHLET.
 DL0223'ABOUT 0.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0223'STATION AT NORPHLET, THENCE 0.95 MILE NORTH ALONG AN ASPHALT ROAD, IN
 DL0223'SECTION 16, T 16 S, R 15 W, 103 FEET WEST OF THE CENTER LINE OF THE
 DL0223'ASPHALT ROAD, 137 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION WITH A
 DL0223'WOODS ROAD LEADING WEST, 90 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 DL0223'SMALL SWAMP, 90 FEET SOUTH OF THE CENTER LINE OF A WOODS ROAD, 58 FEET
 DL0223'WEST OF A FENCE CORNER, 2 1/2 FEET NORTH OF A FENCE, 1.5 FEET
 DL0223'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE ROAD, ON
 DL0223'THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A
 DL0223'DEPTH OF 80 FEET, AND IS ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
 DL0223
 DL0223                          STATION RECOVERY (1964)
 DL0223
 DL0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0843 ***********************************************************************
 DL0843  DESIGNATION -  M 199
 DL0843  PID         -  DL0843
 DL0843  STATE/COUNTY-  AR/LAFAYETTE
 DL0843  USGS QUAD   -  BRADLEY (1978)
 DL0843
 DL0843                         *CURRENT SURVEY CONTROL
 DL0843  ___________________________________________________________________
 DL0843* NAD 83(1986)-  33 07 16.     (N)    093 43 25.     (W)     SCALED    
 DL0843* NAVD 88     -        65.072  (meters)     213.49   (feet)  ADJUSTED  
 DL0843  ___________________________________________________________________
 DL0843  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DL0843  DYNAMIC HT  -          65.001 (meters)     213.26  (feet)  COMP
 DL0843  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 DL0843
 DL0843  VERT ORDER  -  FIRST     CLASS II
 DL0843
 DL0843.The horizontal coordinates were scaled from a topographic map and have
 DL0843.an estimated accuracy of +/- 6 seconds.
 DL0843
 DL0843.The orthometric height was determined by differential leveling
 DL0843.and adjusted by the National Geodetic Survey in June 1991..
 DL0843
 DL0843.The geoid height was determined by GEOID03.
 DL0843
 DL0843.The dynamic height is computed by dividing the NAVD 88
 DL0843.geopotential number by the normal gravity value computed on the
 DL0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0843.degrees latitude (g = 980.6199 gals.).
 DL0843
 DL0843.The modeled gravity was interpolated from observed gravity values.
 DL0843
 DL0843;                    North         East    Units  Estimated Accuracy
 DL0843;SPC AR S     -   451,760.      239,140.      MT  (+/- 180 meters Scaled)
 DL0843
 DL0843                          SUPERSEDED SURVEY CONTROL
 DL0843
 DL0843  NGVD 29 (??/??/92)   65.133  (m)          213.69   (f) ADJ UNCH    1 2
 DL0843
 DL0843.Superseded values are not recommended for survey control.
 DL0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0843.See file dsdata.txt to determine how the superseded data were derived.
 DL0843
 DL0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS324649(NAD 83)
 DL0843_MARKER: DB = BENCH MARK DISK
 DL0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0843_STAMPING: M 199 1960
 DL0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0843+STABILITY: SURFACE MOTION
 DL0843
 DL0843  HISTORY     - Date     Condition        Report By
 DL0843  HISTORY     - 1960     MONUMENTED       CGS
 DL0843  HISTORY     - 1963     GOOD             NGS
 DL0843
 DL0843                          STATION DESCRIPTION
 DL0843
 DL0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0843'5.7 MI W FROM BRADLEY.
 DL0843'ABOUT 5.7 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0843'SOUTHWESTERN STATION AT BRADLEY, 1.0 MILE NORTH OF GIN CITY, 66 FEET
 DL0843'WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF A BRACED
 DL0843'POWER POLE, 215 FEET SOUTHEAST OF SOUTHEAST CORNER OF A BRICK
 DL0843'SCHOOLHOUSE, 1.5 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A METAL
 DL0843'WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A
 DL0843'CONCRETE POST PROJECTING 6 INCHES.
 DL0843
 DL0843                          STATION RECOVERY (1963)
 DL0843
 DL0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0487 ***********************************************************************
 GE0487  DESIGNATION -  M 2 RESET
 GE0487  PID         -  GE0487
 GE0487  STATE/COUNTY-  AR/LAWRENCE
 GE0487  USGS QUAD   -  BLACK ROCK (1974)
 GE0487
 GE0487                         *CURRENT SURVEY CONTROL
 GE0487  ___________________________________________________________________
 GE0487* NAD 83(1986)-  36 06 14.     (N)    091 05 35.     (W)     SCALED    
 GE0487* NAVD 88     -        78.73   (meters)     258.3    (feet)  RESET     
 GE0487  ___________________________________________________________________
 GE0487  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GE0487
 GE0487  VERT ORDER  -  THIRD
 GE0487
 GE0487.The horizontal coordinates were scaled from a topographic map and have
 GE0487.an estimated accuracy of +/- 6 seconds.
 GE0487
 GE0487.The orthometric height was computed from unverified reset data.
 GE0487.No vertical observational check was made to the station.
 GE0487
 GE0487.The geoid height was determined by GEOID03.
 GE0487
 GE0487;                    North         East    Units  Estimated Accuracy
 GE0487;SPC AR N     -   196,810.      481,660.      MT  (+/- 180 meters Scaled)
 GE0487
 GE0487                          SUPERSEDED SURVEY CONTROL
 GE0487
 GE0487  NGVD 29 (??/??/??)   78.64   (m)          258.0    (f) RESET       3  
 GE0487
 GE0487.Superseded values are not recommended for survey control.
 GE0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0487.See file dsdata.txt to determine how the superseded data were derived.
 GE0487
 GE0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV716971(NAD 83)
 GE0487_MARKER: DB = BENCH MARK DISK
 GE0487_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GE0487_SP_SET: PIER
 GE0487_STAMPING: M 2 RESET 1936
 GE0487_MARK LOGO: CGS   
 GE0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0487+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1992
 GE0487
 GE0487  HISTORY     - Date     Condition        Report By
 GE0487  HISTORY     - 1936     MONUMENTED       CGS
 GE0487  HISTORY     - 1944     GOOD             SLSFRR
 GE0487  HISTORY     - 19920323 GOOD             NGS
 GE0487
 GE0487                          STATION DESCRIPTION
 GE0487
 GE0487'DESCRIBED BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 GE0487'0.2 MI S FROM BLACK ROCK.
 GE0487'0.2 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0487'THE STATION AT BLACK ROCK, AT STEELTRUSS BRIDGE NO. C 390.2 OVER
 GE0487'BLACK RIVER, AND IN THE TOP OF THE SECOND PIER FROM THE NORTH
 GE0487'END OF THE BRIDGE.
 GE0487
 GE0487                          STATION RECOVERY (1992)
 GE0487
 GE0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0487'IN BLACK ROCK, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 GE0487'AND THE BLACK RIVER, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE WEST
 GE0487'END OF THE 1ST PIER SOUTH OF THE NORTH END OF THE STEEL GIRDER OF
 GE0487'BRIDGE NUMBER 309.2, 2.6 M (8.5 FT) BELOW THE LEVEL OF THE TRACK, AND
 GE0487'0.2 M (0.7 FT) WEST OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0125 ***********************************************************************
 FH0125  DESIGNATION -  M 20
 FH0125  PID         -  FH0125
 FH0125  STATE/COUNTY-  AR/SEBASTIAN
 FH0125  USGS QUAD   -  HUNTINGTON (1987)
 FH0125
 FH0125                         *CURRENT SURVEY CONTROL
 FH0125  ___________________________________________________________________
 FH0125* NAD 83(1986)-  35 06 10.     (N)    094 15 56.     (W)     SCALED    
 FH0125* NAVD 88     -       175.049  (meters)     574.31   (feet)  POSTED    
 FH0125  ___________________________________________________________________
 FH0125  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FH0125  DYNAMIC HT  -         174.870 (meters)     573.72  (feet)  COMP
 FH0125  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 FH0125
 FH0125  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FH0125
 FH0125.The horizontal coordinates were scaled from a topographic map and have
 FH0125.an estimated accuracy of +/- 6 seconds.
 FH0125
 FH0125.The orthometric height was determined by differential leveling
 FH0125.and adjusted by the National Geodetic Survey in 1992..
 FH0125.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FH0125.rate of 1.1 thru 2.0 mm/km.
 FH0125
 FH0125.The geoid height was determined by GEOID03.
 FH0125
 FH0125.The dynamic height is computed by dividing the NAVD 88
 FH0125.geopotential number by the normal gravity value computed on the
 FH0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0125.degrees latitude (g = 980.6199 gals.).
 FH0125
 FH0125.The modeled gravity was interpolated from observed gravity values.
 FH0125
 FH0125;                    North         East    Units  Estimated Accuracy
 FH0125;SPC AR N     -    87,740.      193,470.      MT  (+/- 180 meters Scaled)
 FH0125
 FH0125                          SUPERSEDED SURVEY CONTROL
 FH0125
 FH0125  NGVD 29 (??/??/92)  174.938  (m)          573.94   (f) ADJ UNCH    1 2
 FH0125
 FH0125.Superseded values are not recommended for survey control.
 FH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0125.See file dsdata.txt to determine how the superseded data were derived.
 FH0125
 FH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU846851(NAD 83)
 FH0125_MARKER: DB = BENCH MARK DISK
 FH0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0125_SP_SET: BRIDGE ABUTMENT
 FH0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0125
 FH0125  HISTORY     - Date     Condition        Report By
 FH0125  HISTORY     - UNK      MONUMENTED       CGS
 FH0125  HISTORY     - 1931     GOOD             NGS
 FH0125  HISTORY     - 1946     GOOD             NGS
 FH0125
 FH0125                          STATION DESCRIPTION
 FH0125
 FH0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FH0125'1.6 MI N FROM HUNTINGTON.
 FH0125'THE MARK IS LOCATED ON HIGH-WAY U.S. 718 1.60 MILES NORTH
 FH0125'OF HUNTINGTON AND IS ON THE EAST SIDE OF THE PAVEMENT.  THE MARK
 FH0125'IS ON HIGHWAY BRIDGE 13-308 ON THE S.E. ABUTMENT 4.0 FT. S.E.
 FH0125'OF THE SOUTH END OF STEEL GUARD RAIL ON THE EAST SIDE OF THE
 FH0125'BRIDGE.
 FH0125
 FH0125                          STATION RECOVERY (1946)
 FH0125
 FH0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 FH0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0126 ***********************************************************************
 FH0126  DESIGNATION -  M 20 RESET
 FH0126  PID         -  FH0126
 FH0126  STATE/COUNTY-  AR/SEBASTIAN
 FH0126  USGS QUAD   -  HUNTINGTON (1987)
 FH0126
 FH0126                         *CURRENT SURVEY CONTROL
 FH0126  ___________________________________________________________________
 FH0126* NAD 83(1986)-  35 06 10.     (N)    094 15 56.     (W)     SCALED    
 FH0126* NAVD 88     -       175.065  (meters)     574.36   (feet)  ADJUSTED  
 FH0126  ___________________________________________________________________
 FH0126  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FH0126  DYNAMIC HT  -         174.889 (meters)     573.78  (feet)  COMP
 FH0126  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 FH0126
 FH0126  VERT ORDER  -  FIRST     CLASS II
 FH0126
 FH0126.The horizontal coordinates were scaled from a topographic map and have
 FH0126.an estimated accuracy of +/- 6 seconds.
 FH0126
 FH0126.The orthometric height was determined by differential leveling
 FH0126.and adjusted by the National Geodetic Survey in June 1991..
 FH0126
 FH0126.The geoid height was determined by GEOID03.
 FH0126
 FH0126.The dynamic height is computed by dividing the NAVD 88
 FH0126.geopotential number by the normal gravity value computed on the
 FH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0126.degrees latitude (g = 980.6199 gals.).
 FH0126
 FH0126.The modeled gravity was interpolated from observed gravity values.
 FH0126
 FH0126;                    North         East    Units  Estimated Accuracy
 FH0126;SPC AR N     -    87,740.      193,470.      MT  (+/- 180 meters Scaled)
 FH0126
 FH0126                          SUPERSEDED SURVEY CONTROL
 FH0126
 FH0126.No superseded survey control is available for this station.
 FH0126
 FH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU846851(NAD 83)
 FH0126_MARKER: DB = BENCH MARK DISK
 FH0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0126_SP_SET: ABUTMENT
 FH0126_STAMPING: M 20 RESET 1950
 FH0126_MARK LOGO: CGS   
 FH0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0126
 FH0126  HISTORY     - Date     Condition        Report By
 FH0126  HISTORY     - 1950     MONUMENTED       ARHD
 FH0126  HISTORY     - 1951     GOOD             NGS
 FH0126  HISTORY     - 1959     GOOD             NGS
 FH0126  HISTORY     - 1985     GOOD             NGS
 FH0126  HISTORY     - 1987     GOOD             USPSQD
 FH0126  HISTORY     - 1987     GOOD             USPSQD
 FH0126  HISTORY     - 1988     GOOD             USPSQD
 FH0126  HISTORY     - 1989     GOOD             USPSQD
 FH0126
 FH0126                          STATION DESCRIPTION
 FH0126
 FH0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FH0126'1.6 MI N FROM HUNTINGTON.
 FH0126'1.6 MILES NORTH ALONG U.S. HIGHWAY 71 FROM HUNTINGTON, SEBASTIAN
 FH0126'COUNTY, AT BRIDGE 13-308, AND IN THE EAST END OF THE SOUTH
 FH0126'ABUTMENT.  A STANDARD DISK, STAMPED M 20 RESET 1950.
 FH0126
 FH0126                          STATION RECOVERY (1959)
 FH0126
 FH0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0126'RECOVERED IN GOOD CONDITION.
 FH0126
 FH0126                          STATION RECOVERY (1985)
 FH0126
 FH0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0126'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  2.4 KM
 FH0126'(1.5 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF STATE
 FH0126'HIGHWAY 252 IN HUNTINGTON, AT A SMALL CONCRETE BRIDGE OVER THE OLD
 FH0126'PRAIRIE CREEK, SET IN TOP OF THE CENTER OF THE SOUTHEAST RETAINING
 FH0126'WALL, ABOUT 0.1 METER (0.32 FT) ABOVE THE HIGHWAY, 5.60 METERS
 FH0126'(18.4 FT) EAST OF THE CENTERLINE OF HIGHWAY 71, AND 0.97 METERS
 FH0126'(3.2 FT) SOUTHWEST OF THE SOUTHEAST END OF THE RETAINING WALL.
 FH0126'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 FH0126
 FH0126                          STATION RECOVERY (1987)
 FH0126
 FH0126'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0126'RECOVERED IN GOOD CONDITION.
 FH0126
 FH0126                          STATION RECOVERY (1987)
 FH0126
 FH0126'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0126'RECOVERED IN GOOD CONDITION.
 FH0126
 FH0126                          STATION RECOVERY (1988)
 FH0126
 FH0126'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0126'RECOVERED IN GOOD CONDITION.
 FH0126
 FH0126                          STATION RECOVERY (1989)
 FH0126
 FH0126'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0113 ***********************************************************************
 DL0113  DESIGNATION -  M 200
 DL0113  PID         -  DL0113
 DL0113  STATE/COUNTY-  AR/UNION
 DL0113  USGS QUAD   -  NEW LONDON (1981)
 DL0113
 DL0113                         *CURRENT SURVEY CONTROL
 DL0113  ___________________________________________________________________
 DL0113* NAD 83(1986)-  33 09 20.     (N)    092 16 42.     (W)     SCALED    
 DL0113* NAVD 88     -        38.616  (meters)     126.69   (feet)  ADJUSTED  
 DL0113  ___________________________________________________________________
 DL0113  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL0113  DYNAMIC HT  -          38.574 (meters)     126.55  (feet)  COMP
 DL0113  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DL0113
 DL0113  VERT ORDER  -  FIRST     CLASS II
 DL0113
 DL0113.The horizontal coordinates were scaled from a topographic map and have
 DL0113.an estimated accuracy of +/- 6 seconds.
 DL0113
 DL0113.The orthometric height was determined by differential leveling
 DL0113.and adjusted by the National Geodetic Survey in June 1991..
 DL0113
 DL0113.The geoid height was determined by GEOID03.
 DL0113
 DL0113.The dynamic height is computed by dividing the NAVD 88
 DL0113.geopotential number by the normal gravity value computed on the
 DL0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0113.degrees latitude (g = 980.6199 gals.).
 DL0113
 DL0113.The modeled gravity was interpolated from observed gravity values.
 DL0113
 DL0113;                    North         East    Units  Estimated Accuracy
 DL0113;SPC AR S     -   454,260.      374,030.      MT  (+/- 180 meters Scaled)
 DL0113
 DL0113                          SUPERSEDED SURVEY CONTROL
 DL0113
 DL0113  NGVD 29 (??/??/92)   38.671  (m)          126.87   (f) ADJ UNCH    1 2
 DL0113
 DL0113.Superseded values are not recommended for survey control.
 DL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0113.See file dsdata.txt to determine how the superseded data were derived.
 DL0113
 DL0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS672687(NAD 83)
 DL0113_MARKER: DB = BENCH MARK DISK
 DL0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0113_SP_SET: CONCRETE BASE
 DL0113_STAMPING: M 200 1960
 DL0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0113
 DL0113  HISTORY     - Date     Condition        Report By
 DL0113  HISTORY     - 1960     MONUMENTED       CGS
 DL0113  HISTORY     - 1964     GOOD             NGS
 DL0113  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0113
 DL0113                          STATION DESCRIPTION
 DL0113
 DL0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0113'11.75 MI NW FROM FELSENTHAL.
 DL0113'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0113'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD TO THE
 DL0113'INTERSECTION OF U. S. HIGHWAY 82, THENCE 2.5 MILES NORTHWEST ALONG A
 DL0113'GRADED DIRT ROAD, THENCE 1.85 MILES WEST ALONG A GRADED DIRT ROAD, OR
 DL0113'12.0 MILES NORTHEAST FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 DL0113'STRONG, IN SECTION 18, T 18 S, R 11 W, AT AN ABANDONED OIL WELL
 DL0113'LOCATION, 129 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE
 DL0113'CENTER OF THE TOP OF THE EAST CONCRETE BASE FOR A DERRICK WHICH HAS
 DL0113'BEEN REMOVED, 208 FEET EAST OF THE CENTER OF THE JUNCTION OF A DIRT
 DL0113'ROAD LEADING NORTH-NORTHWEST, 0.4 MILE SOUTH-SOUTHEAST OF THE EBENEZER
 DL0113'PRESBYTERIAN CHURCH, 251 FEET NORTHEAST OF THE EAST CORNER OF A
 DL0113'FARMHOUSE AND ABOUT 1 FOOT ABOVE THE GROUND.
 DL0113
 DL0113                          STATION RECOVERY (1964)
 DL0113
 DL0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0113'RECOVERED IN GOOD CONDITION.
 DL0113
 DL0113                          STATION RECOVERY (2004)
 DL0113
 DL0113'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0084 ***********************************************************************
 DL0084  DESIGNATION -  M 201
 DL0084  PID         -  DL0084
 DL0084  STATE/COUNTY-  AR/UNION
 DL0084  USGS QUAD   -  URBANA (1981)
 DL0084
 DL0084                         *CURRENT SURVEY CONTROL
 DL0084  ___________________________________________________________________
 DL0084* NAD 83(1986)-  33 14 09.     (N)    092 27 16.     (W)     SCALED    
 DL0084* NAVD 88     -        66.942  (meters)     219.63   (feet)  ADJUSTED  
 DL0084  ___________________________________________________________________
 DL0084  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0084  DYNAMIC HT  -          66.870 (meters)     219.39  (feet)  COMP
 DL0084  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DL0084
 DL0084  VERT ORDER  -  FIRST     CLASS II
 DL0084
 DL0084.The horizontal coordinates were scaled from a topographic map and have
 DL0084.an estimated accuracy of +/- 6 seconds.
 DL0084
 DL0084.The orthometric height was determined by differential leveling
 DL0084.and adjusted by the National Geodetic Survey in June 1991..
 DL0084
 DL0084.The geoid height was determined by GEOID03.
 DL0084
 DL0084.The dynamic height is computed by dividing the NAVD 88
 DL0084.geopotential number by the normal gravity value computed on the
 DL0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0084.degrees latitude (g = 980.6199 gals.).
 DL0084
 DL0084.The modeled gravity was interpolated from observed gravity values.
 DL0084
 DL0084;                    North         East    Units  Estimated Accuracy
 DL0084;SPC AR S     -   463,220.      357,640.      MT  (+/- 180 meters Scaled)
 DL0084
 DL0084                          SUPERSEDED SURVEY CONTROL
 DL0084
 DL0084  NGVD 29 (??/??/92)   66.987  (m)          219.77   (f) ADJ UNCH    1 2
 DL0084
 DL0084.Superseded values are not recommended for survey control.
 DL0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0084.See file dsdata.txt to determine how the superseded data were derived.
 DL0084
 DL0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS508775(NAD 83)
 DL0084_MARKER: DB = BENCH MARK DISK
 DL0084_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0084_SP_SET: 48 FEET
 DL0084_STAMPING: M 201 1960
 DL0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0084
 DL0084  HISTORY     - Date     Condition        Report By
 DL0084  HISTORY     - 1960     MONUMENTED       CGS
 DL0084  HISTORY     - 1964     GOOD             NGS
 DL0084  HISTORY     - 20040926 GOOD             USPSQD
 DL0084
 DL0084                          STATION DESCRIPTION
 DL0084
 DL0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0084'4.9 MI E FROM OLD UNION.
 DL0084'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH AT
 DL0084'OLD UNION, THENCE 4.7 MILES EAST ALONG STATE HIGHWAY 15, IN SECTION
 DL0084'16, T 17 S, R 13 W, 80 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 DL0084'106 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRADED DIRT ROAD
 DL0084'LEADING SOUTH, 49 FEET WEST OF THE CENTER LINE OF THE GRADED DIRT
 DL0084'ROAD, 134 FEET WEST AND ACROSS THE GRADED DIRT ROAD FROM THE SOUTHWEST
 DL0084'CORNER OF A BRICK HOUSE, 54 FEET SOUTH-SOUTHWEST OF A CONCRETE W.P.A.
 DL0084'MARKER POST, 2.1 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 DL0084'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DL0084'THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 6-INCH TILE
 DL0084'WHICH PROJECTS 6 INCHES.
 DL0084
 DL0084                          STATION RECOVERY (1964)
 DL0084
 DL0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0084'RECOVERED IN GOOD CONDITION.
 DL0084
 DL0084                          STATION RECOVERY (2004)
 DL0084
 DL0084'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0556 ***********************************************************************
 DL0556  DESIGNATION -  M 202
 DL0556  PID         -  DL0556
 DL0556  STATE/COUNTY-  AR/COLUMBIA
 DL0556  USGS QUAD   -  WALDO (1968)
 DL0556
 DL0556                         *CURRENT SURVEY CONTROL
 DL0556  ___________________________________________________________________
 DL0556* NAD 83(1986)-  33 21 02.     (N)    093 21 29.     (W)     SCALED    
 DL0556* NAVD 88     -        94.688  (meters)     310.66   (feet)  ADJUSTED  
 DL0556  ___________________________________________________________________
 DL0556  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DL0556  DYNAMIC HT  -          94.587 (meters)     310.32  (feet)  COMP
 DL0556  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DL0556
 DL0556  VERT ORDER  -  FIRST     CLASS II
 DL0556
 DL0556.The horizontal coordinates were scaled from a topographic map and have
 DL0556.an estimated accuracy of +/- 6 seconds.
 DL0556
 DL0556.The orthometric height was determined by differential leveling
 DL0556.and adjusted by the National Geodetic Survey in June 1991..
 DL0556
 DL0556.The geoid height was determined by GEOID03.
 DL0556
 DL0556.The dynamic height is computed by dividing the NAVD 88
 DL0556.geopotential number by the normal gravity value computed on the
 DL0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0556.degrees latitude (g = 980.6199 gals.).
 DL0556
 DL0556.The modeled gravity was interpolated from observed gravity values.
 DL0556
 DL0556;                    North         East    Units  Estimated Accuracy
 DL0556;SPC AR S     -   476,690.      273,600.      MT  (+/- 180 meters Scaled)
 DL0556
 DL0556                          SUPERSEDED SURVEY CONTROL
 DL0556
 DL0556  NGVD 29 (??/??/92)   94.720  (m)          310.76   (f) ADJ UNCH    1 2
 DL0556
 DL0556.Superseded values are not recommended for survey control.
 DL0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0556.See file dsdata.txt to determine how the superseded data were derived.
 DL0556
 DL0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS666902(NAD 83)
 DL0556_MARKER: DB = BENCH MARK DISK
 DL0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0556_STAMPING: M 202 1960
 DL0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0556+STABILITY: SURFACE MOTION
 DL0556
 DL0556  HISTORY     - Date     Condition        Report By
 DL0556  HISTORY     - 1960     MONUMENTED       CGS
 DL0556  HISTORY     - 1963     GOOD             NGS
 DL0556
 DL0556                          STATION DESCRIPTION
 DL0556
 DL0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0556'3.7 MI W FROM WALDO.
 DL0556'ABOUT 3.7 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0556'STATION AT WALDO, IN SECTION 14, T 16 S, R 22 W, 4 POLES EAST OF
 DL0556'MILEPOST 377, 62 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 122
 DL0556'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 82, 48 FEET SOUTH OF THE
 DL0556'SOUTH RAIL OF A SIDE TRACK, 30 FEET EAST OF THE CENTER LINE OF A DIRT
 DL0556'ROAD, 76 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 31 1/2 FEET
 DL0556'SOUTH OF A TELEPHONE POLE, 8 FEET SOUTH OF A BRACED POWER POLE, 1.7
 DL0556'FEET EAST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE TRACK, AND
 DL0556'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DL0556
 DL0556                          STATION RECOVERY (1963)
 DL0556
 DL0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0770 ***********************************************************************
 DL0770  DESIGNATION -  M 203
 DL0770  PID         -  DL0770
 DL0770  STATE/COUNTY-  AR/LAFAYETTE
 DL0770  USGS QUAD   -  BRADLEY NE (1978)
 DL0770
 DL0770                         *CURRENT SURVEY CONTROL
 DL0770  ___________________________________________________________________
 DL0770* NAD 83(1986)-  33 14 39.     (N)    093 37 06.     (W)     SCALED    
 DL0770* NAVD 88     -        78.172  (meters)     256.47   (feet)  ADJUSTED  
 DL0770  ___________________________________________________________________
 DL0770  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DL0770  DYNAMIC HT  -          78.088 (meters)     256.19  (feet)  COMP
 DL0770  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DL0770
 DL0770  VERT ORDER  -  FIRST     CLASS II
 DL0770
 DL0770.The horizontal coordinates were scaled from a topographic map and have
 DL0770.an estimated accuracy of +/- 6 seconds.
 DL0770
 DL0770.The orthometric height was determined by differential leveling
 DL0770.and adjusted by the National Geodetic Survey in June 1991..
 DL0770
 DL0770.The geoid height was determined by GEOID03.
 DL0770
 DL0770.The dynamic height is computed by dividing the NAVD 88
 DL0770.geopotential number by the normal gravity value computed on the
 DL0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0770.degrees latitude (g = 980.6199 gals.).
 DL0770
 DL0770.The modeled gravity was interpolated from observed gravity values.
 DL0770
 DL0770;                    North         East    Units  Estimated Accuracy
 DL0770;SPC AR S     -   465,250.      249,180.      MT  (+/- 180 meters Scaled)
 DL0770
 DL0770                          SUPERSEDED SURVEY CONTROL
 DL0770
 DL0770  NGVD 29 (??/??/92)   78.222  (m)          256.63   (f) ADJ UNCH    1 2
 DL0770
 DL0770.Superseded values are not recommended for survey control.
 DL0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0770.See file dsdata.txt to determine how the superseded data were derived.
 DL0770
 DL0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS423785(NAD 83)
 DL0770_MARKER: DB = BENCH MARK DISK
 DL0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0770_STAMPING: M 203 1960
 DL0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0770+STABILITY: SURFACE MOTION
 DL0770
 DL0770  HISTORY     - Date     Condition        Report By
 DL0770  HISTORY     - 1960     MONUMENTED       CGS
 DL0770  HISTORY     - 1963     GOOD             NGS
 DL0770
 DL0770                          STATION DESCRIPTION
 DL0770
 DL0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0770'8.15 MI SW FROM LEWISVILLE.
 DL0770'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0770'STATION AT LEWISVILLE, THENCE 7.85 MILES SOUTH ALONG THE ST. LOUIS
 DL0770'SOUTHWESTERN RAILWAY, IN SECTION 29, T 17 S, R 24 W, 0.15 MILE SOUTH
 DL0770'OF MILEPOST 398, 44 FEET WEST OF THE WEST RAIL, 57 FEET NORTH OF THE
 DL0770'CENTER LINE OF A PRIVATE ROAD, 72 FEET NORTHWEST OF THE CENTER OF A
 DL0770'ROAD CROSSING, 17 FEET WEST OF POLE NO. 398.5, 2 FEET EAST OF A FENCE,
 DL0770'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 DL0770'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0770
 DL0770                          STATION RECOVERY (1963)
 DL0770
 DL0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0514 ***********************************************************************
 DL0514  DESIGNATION -  M 204
 DL0514  PID         -  DL0514
 DL0514  STATE/COUNTY-  AR/OUACHITA
 DL0514  USGS QUAD   -  STEPHENS (1976)
 DL0514
 DL0514                         *CURRENT SURVEY CONTROL
 DL0514  ___________________________________________________________________
 DL0514* NAD 83(1986)-  33 26 12.     (N)    093 01 58.     (W)     SCALED    
 DL0514* NAVD 88     -        54.562  (meters)     179.01   (feet)  ADJUSTED  
 DL0514  ___________________________________________________________________
 DL0514  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0514  DYNAMIC HT  -          54.505 (meters)     178.82  (feet)  COMP
 DL0514  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 DL0514
 DL0514  VERT ORDER  -  FIRST     CLASS II
 DL0514
 DL0514.The horizontal coordinates were scaled from a topographic map and have
 DL0514.an estimated accuracy of +/- 6 seconds.
 DL0514
 DL0514.The orthometric height was determined by differential leveling
 DL0514.and adjusted by the National Geodetic Survey in June 1991..
 DL0514
 DL0514.The geoid height was determined by GEOID03.
 DL0514
 DL0514.The dynamic height is computed by dividing the NAVD 88
 DL0514.geopotential number by the normal gravity value computed on the
 DL0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0514.degrees latitude (g = 980.6199 gals.).
 DL0514
 DL0514.The modeled gravity was interpolated from observed gravity values.
 DL0514
 DL0514;                    North         East    Units  Estimated Accuracy
 DL0514;SPC AR S     -   485,890.      303,970.      MT  (+/- 180 meters Scaled)
 DL0514
 DL0514                          SUPERSEDED SURVEY CONTROL
 DL0514
 DL0514  NGVD 29 (??/??/92)   54.590  (m)          179.10   (f) ADJ UNCH    1 2
 DL0514
 DL0514.Superseded values are not recommended for survey control.
 DL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0514.See file dsdata.txt to determine how the superseded data were derived.
 DL0514
 DL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS969996(NAD 83)
 DL0514_MARKER: DB = BENCH MARK DISK
 DL0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0514_STAMPING: M 204 1960
 DL0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0514
 DL0514  HISTORY     - Date     Condition        Report By
 DL0514  HISTORY     - 1960     MONUMENTED       CGS
 DL0514  HISTORY     - 1968     MARK NOT FOUND   USGS
 DL0514
 DL0514                          STATION DESCRIPTION
 DL0514
 DL0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0514'2.8 MI NE FROM STEPHENS.
 DL0514'ABOUT 2.8 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0514'FROM THE STATION AT STEPHENS, ON THE SECTION LINE BETWEEN SECTIONS 11
 DL0514'AND 14, T 15 S, R 19 W, 45 FEET EAST-NORTHEAST OF THE 6TH TELEPHONE
 DL0514'POLE SOUTHWEST OF MILEPOST 355, 43 FEET SOUTHEAST OF THE SOUTHEAST
 DL0514'RAIL, 43 1/2 FEET EAST OF THE SOUTH CORNER OF RAILROAD TRESTLE NUMBER
 DL0514'355.15, 39 1/2 FEET SOUTHWEST OF A 24-INCH OAK TREE, ABOUT 10 FEET
 DL0514'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE
 DL0514'PROJECTING 7 INCHES.
 DL0514
 DL0514                          STATION RECOVERY (1968)
 DL0514
 DL0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DL0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0645 ***********************************************************************
 DL0645  DESIGNATION -  M 205
 DL0645  PID         -  DL0645
 DL0645  STATE/COUNTY-  AR/COLUMBIA
 DL0645  USGS QUAD   -  CALHOUN (1966)
 DL0645
 DL0645                         *CURRENT SURVEY CONTROL
 DL0645  ___________________________________________________________________
 DL0645* NAD 83(1986)-  33 13 40.     (N)    093 13 00.     (W)     SCALED    
 DL0645* NAVD 88     -        95.153  (meters)     312.18   (feet)  ADJUSTED  
 DL0645  ___________________________________________________________________
 DL0645  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0645  DYNAMIC HT  -          95.051 (meters)     311.85  (feet)  COMP
 DL0645  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DL0645
 DL0645  VERT ORDER  -  SECOND    CLASS 0
 DL0645
 DL0645.This mark is at Magnolia Airport (AGO)
 DL0645
 DL0645.The horizontal coordinates were scaled from a topographic map and have
 DL0645.an estimated accuracy of +/- 6 seconds.
 DL0645
 DL0645.The orthometric height was determined by differential leveling
 DL0645.and adjusted by the National Geodetic Survey in June 1991..
 DL0645
 DL0645.The geoid height was determined by GEOID03.
 DL0645
 DL0645.The dynamic height is computed by dividing the NAVD 88
 DL0645.geopotential number by the normal gravity value computed on the
 DL0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0645.degrees latitude (g = 980.6199 gals.).
 DL0645
 DL0645.The modeled gravity was interpolated from observed gravity values.
 DL0645
 DL0645;                    North         East    Units  Estimated Accuracy
 DL0645;SPC AR S     -   462,910.      286,590.      MT  (+/- 180 meters Scaled)
 DL0645
 DL0645                          SUPERSEDED SURVEY CONTROL
 DL0645
 DL0645  NGVD 29 (??/??/92)   95.200  (m)          312.34   (f) ADJ UNCH    2 0
 DL0645
 DL0645.Superseded values are not recommended for survey control.
 DL0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0645.See file dsdata.txt to determine how the superseded data were derived.
 DL0645
 DL0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS798765(NAD 83)
 DL0645_MARKER: DB = BENCH MARK DISK
 DL0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0645_STAMPING: M 205 1960
 DL0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0645+STABILITY: SURFACE MOTION
 DL0645
 DL0645  HISTORY     - Date     Condition        Report By
 DL0645  HISTORY     - 1960     MONUMENTED       CGS
 DL0645  HISTORY     - 1966     MARK NOT FOUND   NGS
 DL0645
 DL0645                          STATION DESCRIPTION
 DL0645
 DL0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0645'5.75 MI SE FROM MAGNOLIA.
 DL0645'ABOUT 4.15 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0645'FROM THE STATION AT MAGNOLIA, THENCE 0.8 MILE NORTH ALONG A GRADED
 DL0645'DIRT ROAD, THENCE 0.7 MILE NORTHEAST ALONG A PAVED ROAD TO THE
 DL0645'MAGNOLIA AIRPORT, THENCE 0.1 MILE EAST ACROSS THE RUNWAY FROM THE
 DL0645'HANGAR AND ADMINISTRATION BUILDING, IN LINE WITH THE CENTER LINE OF
 DL0645'THE TAXI STRIP LEADING EAST FROM THE HANGAR TO THE RUNWAY, 75 1/2 FEET
 DL0645'EAST OF THE CENTER LINE OF THE NORTH-SOUTH RUNWAY, AND IN THE TOP OF A
 DL0645'CONCRETE POST PROJECTING 6 INCHES.
 DL0645
 DL0645                          STATION RECOVERY (1966)
 DL0645
 DL0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DL0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1525 ***********************************************************************
 FF1525  DESIGNATION -  M 206
 FF1525  PID         -  FF1525
 FF1525  STATE/COUNTY-  AR/WHITE
 FF1525  USGS QUAD   -  SIDON (1994)
 FF1525
 FF1525                         *CURRENT SURVEY CONTROL
 FF1525  ___________________________________________________________________
 FF1525* NAD 83(1986)-  35 15 45.     (N)    091 53 17.     (W)     SCALED    
 FF1525* NAVD 88     -        94.059  (meters)     308.59   (feet)  ADJUSTED  
 FF1525  ___________________________________________________________________
 FF1525  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FF1525  DYNAMIC HT  -          93.974 (meters)     308.31  (feet)  COMP
 FF1525  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FF1525
 FF1525  VERT ORDER  -  SECOND    CLASS 0
 FF1525
 FF1525.The horizontal coordinates were scaled from a topographic map and have
 FF1525.an estimated accuracy of +/- 6 seconds.
 FF1525
 FF1525.The orthometric height was determined by differential leveling
 FF1525.and adjusted by the National Geodetic Survey in June 1991..
 FF1525
 FF1525.The geoid height was determined by GEOID03.
 FF1525
 FF1525.The dynamic height is computed by dividing the NAVD 88
 FF1525.geopotential number by the normal gravity value computed on the
 FF1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1525.degrees latitude (g = 980.6199 gals.).
 FF1525
 FF1525.The modeled gravity was interpolated from observed gravity values.
 FF1525
 FF1525;                    North         East    Units  Estimated Accuracy
 FF1525;SPC AR N     -   103,090.      410,190.      MT  (+/- 180 meters Scaled)
 FF1525
 FF1525                          SUPERSEDED SURVEY CONTROL
 FF1525
 FF1525  NGVD 29 (??/??/??)   94.010  (m)          308.43   (f) ADJUSTED    2 0
 FF1525
 FF1525.Superseded values are not recommended for survey control.
 FF1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1525.See file dsdata.txt to determine how the superseded data were derived.
 FF1525
 FF1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV011027(NAD 83)
 FF1525_MARKER: DB = BENCH MARK DISK
 FF1525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1525_SP_SET: CULVERT
 FF1525_STAMPING: M 206 1962
 FF1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1525
 FF1525  HISTORY     - Date     Condition        Report By
 FF1525  HISTORY     - 1962     MONUMENTED       CGS
 FF1525  HISTORY     - 1967     GOOD             CGS
 FF1525  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FF1525
 FF1525                          STATION DESCRIPTION
 FF1525
 FF1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1525'9 MI W FROM SEARCY.
 FF1525'IT IS 0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE IN
 FF1525'SEARCY, THENCE 8.75 MILES WEST ALONG STATE HIGHWAY 36, AT THE
 FF1525'JUNCTION OF STATE HIGHWAYS 36 AND 305, 33 FEET SOUTH OF THE
 FF1525'CENTER OF STATE HIGHWAY 36, 18 FEET NORTHWEST OF THE CENTER OF
 FF1525'STATE HIGHWAY 305, 1 FOOT SOUTH OF THE NORTH END OF THE WEST
 FF1525'HEADWALL AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST
 FF1525'HEADWALL OF A CONCRETE CULVERT UNDER STATE HIGHWAY 305.
 FF1525
 FF1525                          STATION RECOVERY (1988)
 FF1525
 FF1525'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0201 ***********************************************************************
 FG0201  DESIGNATION -  M 207
 FG0201  PID         -  FG0201
 FG0201  STATE/COUNTY-  AR/CLEBURNE
 FG0201  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0201
 FG0201                         *CURRENT SURVEY CONTROL
 FG0201  ___________________________________________________________________
 FG0201* NAD 83(1986)-  35 27 14.     (N)    092 03 56.     (W)     SCALED    
 FG0201* NAVD 88     -       271.644  (meters)     891.22   (feet)  ADJUSTED  
 FG0201  ___________________________________________________________________
 FG0201  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FG0201  DYNAMIC HT  -         271.394 (meters)     890.40  (feet)  COMP
 FG0201  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FG0201
 FG0201  VERT ORDER  -  SECOND    CLASS 0
 FG0201
 FG0201.The horizontal coordinates were scaled from a topographic map and have
 FG0201.an estimated accuracy of +/- 6 seconds.
 FG0201
 FG0201.The orthometric height was determined by differential leveling
 FG0201.and adjusted by the National Geodetic Survey in June 1991..
 FG0201
 FG0201.The geoid height was determined by GEOID03.
 FG0201
 FG0201.The dynamic height is computed by dividing the NAVD 88
 FG0201.geopotential number by the normal gravity value computed on the
 FG0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0201.degrees latitude (g = 980.6199 gals.).
 FG0201
 FG0201.The modeled gravity was interpolated from observed gravity values.
 FG0201
 FG0201;                    North         East    Units  Estimated Accuracy
 FG0201;SPC AR N     -   124,320.      394,050.      MT  (+/- 180 meters Scaled)
 FG0201
 FG0201                          SUPERSEDED SURVEY CONTROL
 FG0201
 FG0201  NGVD 29 (??/??/92)  271.582  (m)          891.02   (f) ADJ UNCH    2 0
 FG0201
 FG0201.Superseded values are not recommended for survey control.
 FG0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0201.See file dsdata.txt to determine how the superseded data were derived.
 FG0201
 FG0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV847237(NAD 83)
 FG0201_MARKER: DB = BENCH MARK DISK
 FG0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0201_STAMPING: M 207 1962
 FG0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0201+STABILITY: SURFACE MOTION
 FG0201
 FG0201  HISTORY     - Date     Condition        Report By
 FG0201  HISTORY     - 1962     MONUMENTED       CGS
 FG0201  HISTORY     - 20030730 MARK NOT FOUND   USACE
 FG0201
 FG0201                          STATION DESCRIPTION
 FG0201
 FG0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0201'4.5 MI SW FROM HEBER SPRINGS.
 FG0201'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE RAILROAD STATION
 FG0201'IN HEBER SPRINGS, 89 FEET SOUTH AND ACROSS HIGHWAY FROM A POWER POLE,
 FG0201'36 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 25, 2.3 FEET EAST OF A
 FG0201'METAL WITNESS POST, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 FG0201'INCHES.
 FG0201
 FG0201                          STATION RECOVERY (2003)
 FG0201
 FG0201'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FG0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0128 ***********************************************************************
 FG0128  DESIGNATION -  M 208
 FG0128  PID         -  FG0128
 FG0128  STATE/COUNTY-  AR/FAULKNER
 FG0128  USGS QUAD   -  ENOLA (1982)
 FG0128
 FG0128                         *CURRENT SURVEY CONTROL
 FG0128  ___________________________________________________________________
 FG0128* NAD 83(1986)-  35 09 34.     (N)    092 13 25.     (W)     SCALED    
 FG0128* NAVD 88     -        93.892  (meters)     308.04   (feet)  ADJUSTED  
 FG0128  ___________________________________________________________________
 FG0128  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FG0128  DYNAMIC HT  -          93.805 (meters)     307.76  (feet)  COMP
 FG0128  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 FG0128
 FG0128  VERT ORDER  -  SECOND    CLASS 0
 FG0128
 FG0128.The horizontal coordinates were scaled from a topographic map and have
 FG0128.an estimated accuracy of +/- 6 seconds.
 FG0128
 FG0128.The orthometric height was determined by differential leveling
 FG0128.and adjusted by the National Geodetic Survey in June 1991..
 FG0128
 FG0128.The geoid height was determined by GEOID03.
 FG0128
 FG0128.The dynamic height is computed by dividing the NAVD 88
 FG0128.geopotential number by the normal gravity value computed on the
 FG0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0128.degrees latitude (g = 980.6199 gals.).
 FG0128
 FG0128.The modeled gravity was interpolated from observed gravity values.
 FG0128
 FG0128;                    North         East    Units  Estimated Accuracy
 FG0128;SPC AR N     -    91,670.      379,630.      MT  (+/- 180 meters Scaled)
 FG0128
 FG0128                          SUPERSEDED SURVEY CONTROL
 FG0128
 FG0128  NGVD 29 (??/??/92)   93.886  (m)          308.02   (f) ADJ UNCH    2 0
 FG0128
 FG0128.Superseded values are not recommended for survey control.
 FG0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0128.See file dsdata.txt to determine how the superseded data were derived.
 FG0128
 FG0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU707910(NAD 83)
 FG0128_MARKER: DB = BENCH MARK DISK
 FG0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0128_SP_SET: CULVERT
 FG0128_STAMPING: M 208 1962
 FG0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0128
 FG0128  HISTORY     - Date     Condition        Report By
 FG0128  HISTORY     - 1962     MONUMENTED       CGS
 FG0128  HISTORY     - 1989     POOR             USPSQD
 FG0128
 FG0128                          STATION DESCRIPTION
 FG0128
 FG0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0128'8.65 MI SW FROM MOUNT VERNON.
 FG0128'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0128'MOUNT VERNON, AT THE JUNCTIONS OF STATE HIGHWAY 36 AND STATE HIGHWAY
 FG0128'107, 54.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 107, 19.0 FEET
 FG0128'NORTH OF THE CENTERLINE OF STATE HIGHWAY 36, SET 2.8 FEET NORTHEAST OF
 FG0128'THE NORTHWEST CORNER OF THE NORTHWEST HEADWALL OF A LARGE CULVERT.
 FG0128'ABOUT 100 FEET SOUTHWEST OF THE SANSON STORE AND STATION.
 FG0128
 FG0128                          STATION RECOVERY (1989)
 FG0128
 FG0128'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0128'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0383 ***********************************************************************
 FG0383  DESIGNATION -  M 209
 FG0383  PID         -  FG0383
 FG0383  STATE/COUNTY-  AR/FAULKNER
 FG0383  USGS QUAD   -  DAMASCUS (1994)
 FG0383
 FG0383                         *CURRENT SURVEY CONTROL
 FG0383  ___________________________________________________________________
 FG0383* NAD 83(1986)-  35 19 16.     (N)    092 29 07.     (W)     SCALED    
 FG0383* NAVD 88     -       103.342  (meters)     339.05   (feet)  ADJUSTED  
 FG0383  ___________________________________________________________________
 FG0383  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG0383  DYNAMIC HT  -         103.245 (meters)     338.73  (feet)  COMP
 FG0383  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FG0383
 FG0383  VERT ORDER  -  SECOND    CLASS 0
 FG0383
 FG0383.The horizontal coordinates were scaled from a topographic map and have
 FG0383.an estimated accuracy of +/- 6 seconds.
 FG0383
 FG0383.The orthometric height was determined by differential leveling
 FG0383.and adjusted by the National Geodetic Survey in June 1991..
 FG0383
 FG0383.The geoid height was determined by GEOID03.
 FG0383
 FG0383.The dynamic height is computed by dividing the NAVD 88
 FG0383.geopotential number by the normal gravity value computed on the
 FG0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0383.degrees latitude (g = 980.6199 gals.).
 FG0383
 FG0383.The modeled gravity was interpolated from observed gravity values.
 FG0383
 FG0383;                    North         East    Units  Estimated Accuracy
 FG0383;SPC AR N     -   109,690.      355,880.      MT  (+/- 180 meters Scaled)
 FG0383
 FG0383                          SUPERSEDED SURVEY CONTROL
 FG0383
 FG0383  NGVD 29 (??/??/92)  103.336  (m)          339.03   (f) ADJ UNCH    2 0
 FG0383
 FG0383.Superseded values are not recommended for survey control.
 FG0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0383.See file dsdata.txt to determine how the superseded data were derived.
 FG0383
 FG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV467087(NAD 83)
 FG0383_MARKER: DB = BENCH MARK DISK
 FG0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0383_SP_SET: BRIDGE
 FG0383_STAMPING: M 209 1962
 FG0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0383
 FG0383  HISTORY     - Date     Condition        Report By
 FG0383  HISTORY     - 1962     MONUMENTED       CGS
 FG0383  HISTORY     - 1967     GOOD             NGS
 FG0383
 FG0383                          STATION DESCRIPTION
 FG0383
 FG0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0383'6.2 MI SW FROM DAMASCUS.
 FG0383'IT IS 6.2 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 FG0383'IN DAMASCUS, 16 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 124, 0.7
 FG0383'FOOT NORTHWEST OF THE SOUTHEAST CORNER OF A BRIDGE AND CEMENTED IN A
 FG0383'DRILL HOLE IN THE SOUTHEAST CORNER OF THE BRIDGE OVER COVE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0662 ***********************************************************************
 EK0662  DESIGNATION -  M 21
 EK0662  PID         -  EK0662
 EK0662  STATE/COUNTY-  AR/POLK
 EK0662  USGS QUAD   -  MENA (1975)
 EK0662
 EK0662                         *CURRENT SURVEY CONTROL
 EK0662  ___________________________________________________________________
 EK0662* NAD 83(1997)-  34 35 00.36517(N)    094 14 22.99235(W)     ADJUSTED  
 EK0662* NAVD 88     -       358.917  (meters)    1177.55   (feet)  ADJUSTED  
 EK0662  ___________________________________________________________________
 EK0662  X           -    -388,652.601 (meters)                     COMP
 EK0662  Y           -  -5,242,679.892 (meters)                     COMP
 EK0662  Z           -   3,600,102.529 (meters)                     COMP
 EK0662  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 EK0662  ELLIP HEIGHT-         328.79  (meters)          (09/24/01) GPS OBS
 EK0662  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 EK0662  DYNAMIC HT  -         358.529 (meters)    1176.27  (feet)  COMP
 EK0662  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 EK0662
 EK0662  HORZ ORDER  -  FIRST
 EK0662  VERT ORDER  -  FIRST     CLASS II
 EK0662  ELLP ORDER  -  FOURTH    CLASS II
 EK0662
 EK0662.The horizontal coordinates were established by GPS observations
 EK0662.and adjusted by the National Geodetic Survey in September 1999..
 EK0662
 EK0662.The orthometric height was determined by differential leveling
 EK0662.and adjusted by the National Geodetic Survey in June 1991..
 EK0662
 EK0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0662
 EK0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0662
 EK0662.The ellipsoidal height was determined by GPS observations
 EK0662.and is referenced to NAD 83.
 EK0662
 EK0662.The geoid height was determined by GEOID03.
 EK0662
 EK0662.The dynamic height is computed by dividing the NAVD 88
 EK0662.geopotential number by the normal gravity value computed on the
 EK0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0662.degrees latitude (g = 980.6199 gals.).
 EK0662
 EK0662.The modeled gravity was interpolated from observed gravity values.
 EK0662
 EK0662;                    North         East     Units Scale Factor Converg.
 EK0662;SPC AR S     -   614,845.256   194,533.030   MT  0.99996427   -1 15 12.8
 EK0662;SPC AR S     - 2,017,204.81    638,230.45   sFT  0.99996427   -1 15 12.8
 EK0662;UTM  15      - 3,827,547.411   386,299.996   MT  0.99975934   -0 42 13.5
 EK0662
 EK0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0662!SPC AR S     -   0.99994839  x   0.99996427  =   0.99991266
 EK0662!UTM  15      -   0.99994839  x   0.99975934  =   0.99970774
 EK0662
 EK0662                          SUPERSEDED SURVEY CONTROL
 EK0662
 EK0662  ELLIP H (09/14/99)  328.87   (m)                       GP(       ) 4 1
 EK0662  NAD 83(1997)-  34 35 00.36945(N)    094 14 22.99016(W) AD(       ) 1
 EK0662  NAD 83(1986)-  34 35 00.37172(N)    094 14 22.98385(W) AD(       ) 1
 EK0662  NGVD 29 (??/??/92)  358.816  (m)         1177.22   (f) ADJ UNCH    1 2
 EK0662
 EK0662.Superseded values are not recommended for survey control.
 EK0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0662.See file dsdata.txt to determine how the superseded data were derived.
 EK0662
 EK0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8630027547(NAD 83)
 EK0662_MARKER: DB = BENCH MARK DISK
 EK0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0662_SP_SET: CONCRETE POST
 EK0662_STAMPING: M 21 1932 1177.215
 EK0662_MARK LOGO: CGS   
 EK0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0662+STABILITY: SURFACE MOTION
 EK0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0662+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EK0662
 EK0662  HISTORY     - Date     Condition        Report By
 EK0662  HISTORY     - 1932     MONUMENTED
 EK0662  HISTORY     - 1987     GOOD             USPSQD
 EK0662  HISTORY     - 1988     GOOD             USPSQD
 EK0662  HISTORY     - 1989     GOOD             USPSQD
 EK0662  HISTORY     - 19890701 GOOD             NGS
 EK0662  HISTORY     - 1990     GOOD             USPSQD
 EK0662
 EK0662                          STATION DESCRIPTION
 EK0662
 EK0662'DESCRIBED BY US POWER SQUADRON 1987 (MFS)
 EK0662'RECOVERED IN GOOD CONDITION.
 EK0662
 EK0662                          STATION RECOVERY (1988)
 EK0662
 EK0662'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0662'RECOVERED IN GOOD CONDITION.
 EK0662
 EK0662                          STATION RECOVERY (1989)
 EK0662
 EK0662'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0662'RECOVERED IN GOOD CONDITION.
 EK0662
 EK0662                          STATION RECOVERY (1989)
 EK0662
 EK0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EK0662'STATION IS LOCATED ABOUT 11.1 KM (6.9 MI) WEST OF INK, 9.6 KM
 EK0662'(6.0 MI) NORTHEAST OF POTTER, AND 0.3 KM (0.2 MI) NORTHWEST OF CENTER
 EK0662'OF MENA.  IN THE CENTER OF THE TRAFFIC CIRCLE OF JANSSEN PARK.
 EK0662'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 59, 71 AND STATE HIGHWAY 88
 EK0662'IN THE CENTER OF MENA.  GO NORTHWEST ON STATE HIGHWAY 88 FOR 0.28 KM
 EK0662'(0.17 MI) TO A CROSS STREET AT THE CITY HALL.  TURN LEFT AND GO
 EK0662'SOUTHWEST ON MAPLE AVENUE FOR 0.31 KM (0.19 MI) TO WHERE MAPLE AVENUE
 EK0662'DEAD ENDS AT THE TRAFFIC CIRCLE IN JANSSEN PARK.  AND THE STATION
 EK0662'STRAIGHT AHEAD IN THE CENTER OF THE TRAFFIC CIRCLE.
 EK0662'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---M 21 1932
 EK0662'1177.215---.  SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT
 EK0662'PROJECTS 24-CM ABOVE THE GROUND.  IT IS 23.9 M (78.4 FT) SOUTHEAST OF
 EK0662'THE SOUTHEAST CORNER OF A CABIN WITH SIGN BUILT IN 1851, 12.5 M
 EK0662'(41.0 FT) SOUTHWEST OF A FLAGPOLE, 6.6 M (21.7 FT) SOUTHWEST OF THE
 EK0662'SOUTHWEST CORNER OF THE BASE OF A CLOCK, AND 1.0 M (3.3 FT)
 EK0662'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE BASE AROUND A
 EK0662'FLOWER BED.
 EK0662'DESCRIBED BY E.J.HANSMANN.
 EK0662
 EK0662                          STATION RECOVERY (1990)
 EK0662
 EK0662'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1408 ***********************************************************************
 EJ1408  DESIGNATION -  M 21
 EJ1408  PID         -  EJ1408
 EJ1408  STATE/COUNTY-  AR/PIKE
 EJ1408  USGS QUAD   -  ATHENS (1980)
 EJ1408
 EJ1408                         *CURRENT SURVEY CONTROL
 EJ1408  ___________________________________________________________________
 EJ1408* NAD 83(1986)-  34 18 42.     (N)    093 55 34.     (W)     SCALED    
 EJ1408* NAVD 88     -       276.184  (meters)     906.11   (feet)  ADJUSTED  
 EJ1408  ___________________________________________________________________
 EJ1408  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 EJ1408  DYNAMIC HT  -         275.901 (meters)     905.19  (feet)  COMP
 EJ1408  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 EJ1408
 EJ1408  VERT ORDER  -  SECOND    CLASS 0
 EJ1408
 EJ1408.The horizontal coordinates were scaled from a topographic map and have
 EJ1408.an estimated accuracy of +/- 6 seconds.
 EJ1408
 EJ1408.The orthometric height was determined by differential leveling
 EJ1408.and adjusted by the National Geodetic Survey in June 1991..
 EJ1408
 EJ1408.The geoid height was determined by GEOID03.
 EJ1408
 EJ1408.The dynamic height is computed by dividing the NAVD 88
 EJ1408.geopotential number by the normal gravity value computed on the
 EJ1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1408.degrees latitude (g = 980.6199 gals.).
 EJ1408
 EJ1408.The modeled gravity was interpolated from observed gravity values.
 EJ1408
 EJ1408;                    North         East    Units  Estimated Accuracy
 EJ1408;SPC AR S     -   584,120.      222,730.      MT  (+/- 180 meters Scaled)
 EJ1408
 EJ1408                          SUPERSEDED SURVEY CONTROL
 EJ1408
 EJ1408  NGVD 29 (??/??/92)  276.139  (m)          905.97   (f) ADJ UNCH    2 0
 EJ1408
 EJ1408.Superseded values are not recommended for survey control.
 EJ1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1408.See file dsdata.txt to determine how the superseded data were derived.
 EJ1408
 EJ1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT147971(NAD 83)
 EJ1408_MARKER: DB = BENCH MARK DISK
 EJ1408_SETTING: 0 = UNSPECIFIED SETTING
 EJ1408_STAMPING: M-21 1934
 EJ1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1408
 EJ1408  HISTORY     - Date     Condition        Report By
 EJ1408  HISTORY     - 1934     MONUMENTED       CGS
 EJ1408  HISTORY     - 1935     GOOD             NGS
 EJ1408  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1408  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1408
 EJ1408                          STATION DESCRIPTION
 EJ1408
 EJ1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1408'4.3 MI W FROM LANGLEY.
 EJ1408'4.3 MILES WEST OF, ALONG ATHENS ROAD, FROM LANGLEY SCHOOL.  T. 5 S., R
 EJ1408'27 W., SEC. 18.  NW 1/4 OF.  ON LAND OF J.W. GOLDEN.  31 FEET SOUTH OF
 EJ1408'CENTERLINE OF ROAD, AND 106 FEET WEST OF NORTHWEST CORNER OF MILLER
 EJ1408'SCHOOL, AND OPPOSITE INTERSECTION OF COUNTY ROAD FORKING NORTH AND
 EJ1408'LEADING TO BIG TOM MOUNTAIN.  NOTE-- THE MILLER SCHOOL HOUSE HAS BEEN
 EJ1408'REMOVED.
 EJ1408
 EJ1408                          STATION RECOVERY (1961)
 EJ1408
 EJ1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1408'MARK NOT FOUND.
 EJ1408
 EJ1408                          STATION RECOVERY (1978)
 EJ1408
 EJ1408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1902 ***********************************************************************
 FE1902  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1902  DESIGNATION -  M 213
 FE1902  PID         -  FE1902
 FE1902  STATE/COUNTY-  AR/MISSISSIPPI
 FE1902  USGS QUAD   -  CHIC (1983)
 FE1902
 FE1902                         *CURRENT SURVEY CONTROL
 FE1902  ___________________________________________________________________
 FE1902* NAD 83(1997)-  35 55 18.91267(N)    089 42 59.95799(W)     ADJUSTED  
 FE1902* NAVD 88     -        83.42   (meters)     273.7    (feet)  GPS OBS   
 FE1902  ___________________________________________________________________
 FE1902  X           -      25,572.707 (meters)                     COMP
 FE1902  Y           -  -5,171,067.961 (meters)                     COMP
 FE1902  Z           -   3,721,211.703 (meters)                     COMP
 FE1902  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE1902  ELLIP HEIGHT-          55.39  (meters)          (01/24/03) GPS OBS
 FE1902  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE1902  DYNAMIC HT  -          83.34  (meters)     273.4   (feet)  COMP
 FE1902  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 FE1902
 FE1902  HORZ ORDER  -  FIRST
 FE1902  VERT ORDER  -  THIRD (See Below)
 FE1902  ELLP ORDER  -  SECOND    CLASS II
 FE1902
 FE1902.The horizontal coordinates were established by GPS observations
 FE1902.and adjusted by the National Geodetic Survey in January 2003..
 FE1902
 FE1902.The orthometric height was determined by GPS observations and a
 FE1902.high-resolution geoid model using precise GPS observation and
 FE1902.processing techniques. It supersedes the leveled height previously
 FE1902.determined for this station.
 FE1902.The vertical order pertains to the first NAVD 88 superseded value.
 FE1902
 FE1902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1902
 FE1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1902
 FE1902.The ellipsoidal height was determined by GPS observations
 FE1902.and is referenced to NAD 83.
 FE1902
 FE1902.The geoid height was determined by GEOID03.
 FE1902
 FE1902.The dynamic height is computed by dividing the NAVD 88
 FE1902.geopotential number by the normal gravity value computed on the
 FE1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1902.degrees latitude (g = 980.6199 gals.).
 FE1902
 FE1902.The modeled gravity was interpolated from observed gravity values.
 FE1902
 FE1902;                    North         East     Units Scale Factor Converg.
 FE1902;SPC AR N     -   178,631.578   606,049.452   MT  0.99995325   +1 19 43.2
 FE1902;SPC AR N     -   586,060.44  1,988,347.24   sFT  0.99995325   +1 19 43.2
 FE1902;UTM  16      - 3,978,699.033   254,884.354   MT  1.00034039   -1 35 40.6
 FE1902
 FE1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1902!SPC AR N     -   0.99999131  x   0.99995325  =   0.99994456
 FE1902!UTM  16      -   0.99999131  x   1.00034039  =   1.00033169
 FE1902
 FE1902:                Primary Azimuth Mark                     Grid Az
 FE1902:SPC AR N     -  SP 10 2000                               237 02 47.0
 FE1902:UTM  16      -  SP 10 2000                               239 58 10.8
 FE1902
 FE1902|---------------------------------------------------------------------|
 FE1902| PID    Reference Object                     Distance      Geod. Az  |
 FE1902|                                                           dddmmss.s |
 FE1902| DE9690 SP 10 2000                          408.458 METERS 2382230.2 |
 FE1902|---------------------------------------------------------------------|
 FE1902
 FE1902                          SUPERSEDED SURVEY CONTROL
 FE1902
 FE1902  NAVD 88 (06/15/91)   83.422  (m)          273.69   (f) ADJUSTED    1 1
 FE1902  NGVD 29 (??/??/??)   83.351  (m)          273.46   (f) ADJUSTED    1 1
 FE1902
 FE1902.Superseded values are not recommended for survey control.
 FE1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1902.See file dsdata.txt to determine how the superseded data were derived.
 FE1902
 FE1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5488478699(NAD 83)
 FE1902_MARKER: DB = BENCH MARK DISK
 FE1902_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FE1902+WITH SETTING: INFORMATION.
 FE1902_SP_SET: 4 FEET
 FE1902_STAMPING: M 213 1976
 FE1902_MARK LOGO: NGS   
 FE1902_PROJECTION: FLUSH
 FE1902_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1902+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 FE1902_ROD/PIPE-DEPTH:  1.2 meters
 FE1902
 FE1902  HISTORY     - Date     Condition        Report By
 FE1902  HISTORY     - 1976     MONUMENTED       NGS
 FE1902  HISTORY     - 20000901 GOOD             USE
 FE1902  HISTORY     - 20011010 GOOD             3001
 FE1902
 FE1902                          STATION DESCRIPTION
 FE1902
 FE1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1902'5.4 MI SOUTH FROM HUFFMAN.
 FE1902'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAYS
 FE1902'137 AND 150 AT HUFFMAN, THENCE 5.4 MILES SOUTH ALONG THE LEVEE, 20
 FE1902'FEET WEST OF THE CENTER OF THE LEVEE, AND 3 FEET SOUTH OF MILEPOST
 FE1902'54/55. A DISK ON TOP OF A COPPER COATED STEEL ROD SET TO A DEPTH
 FE1902'OF 4 FEET, 2 FEET BELOW THE LEVEE, AND 1 FOOT NORTH OF A WITNESS POST.
 FE1902
 FE1902                          STATION RECOVERY (2000)
 FE1902
 FE1902'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1902'RECOVERED IN GOOD CONDITION.
 FE1902
 FE1902                          STATION RECOVERY (2001)
 FE1902
 FE1902'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FE1902'THE STATION IS LOCATED IN MISSISSIPPI COUNTY, ARKANSAS, NORHTEAST OF
 FE1902'BARFIELD.
 FE1902' 
 FE1902'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 18 AND COUNTY
 FE1902'ROAD 236, GO
 FE1902'NORTHEAST ON COUNTY ROAD 236 FOR 3.2 MILES TO THE STATION ON THE RIGHT
 FE1902'SIDE OF THE
 FE1902'LEVEE.
 FE1902' 
 FE1902'THE STATION IS 18 FEET WEST OF CENTERLINE OF LEVEE, 2.87 FEET
 FE1902'SOUTHWEST OF LEVEE MILE
 FE1902'POST 54/55 AND 150 FEET SOUTHEAST OF BARB WIRE FENCE.  STATION IS A
 FE1902'DISK ON TOP OF A
 FE1902'COPPER COATED STEEL ROD, SET TO A DEPTH OF 4 FEET, 2 FEET BELOW THE
 FE1902'LEVEE, AND 1 FOOT
 FE1902'NORTH OF A WITNESS POST.  (NOTE-  WITNESS POST DESTROYED BY COWS)
 FE1902' 
 FE1902'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1870 ***********************************************************************
 FE1870  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1870  DESIGNATION -  M 214
 FE1870  PID         -  FE1870
 FE1870  STATE/COUNTY-  AR/MISSISSIPPI
 FE1870  USGS QUAD   -  OSCEOLA (1983)
 FE1870
 FE1870                         *CURRENT SURVEY CONTROL
 FE1870  ___________________________________________________________________
 FE1870* NAD 83(1997)-  35 40 25.39198(N)    089 57 15.95011(W)     ADJUSTED  
 FE1870* NAVD 88     -        80.99   (meters)     265.7    (feet)  GPS OBS   
 FE1870  ___________________________________________________________________
 FE1870  X           -       4,125.598 (meters)                     COMP
 FE1870  Y           -  -5,187,236.383 (meters)                     COMP
 FE1870  Z           -   3,698,873.737 (meters)                     COMP
 FE1870  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 FE1870  ELLIP HEIGHT-          53.34  (meters)          (05/31/05) GPS OBS
 FE1870  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE1870  DYNAMIC HT  -          80.92  (meters)     265.5   (feet)  COMP
 FE1870  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 FE1870
 FE1870  HORZ ORDER  -  FIRST
 FE1870  VERT ORDER  -  FIRST     CLASS I (See Below)
 FE1870  ELLP ORDER  -  FOURTH    CLASS II
 FE1870
 FE1870.The horizontal coordinates were established by GPS observations
 FE1870.and adjusted by the National Geodetic Survey in May 2005..
 FE1870
 FE1870.The orthometric height was determined by GPS observations and a
 FE1870.high-resolution geoid model using precise GPS observation and
 FE1870.processing techniques. It supersedes the leveled height previously
 FE1870.determined for this station.
 FE1870.The vertical order pertains to the first NAVD 88 superseded value.
 FE1870
 FE1870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1870
 FE1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1870
 FE1870.The ellipsoidal height was determined by GPS observations
 FE1870.and is referenced to NAD 83.
 FE1870
 FE1870.The geoid height was determined by GEOID03.
 FE1870
 FE1870.The dynamic height is computed by dividing the NAVD 88
 FE1870.geopotential number by the normal gravity value computed on the
 FE1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1870.degrees latitude (g = 980.6199 gals.).
 FE1870
 FE1870.The modeled gravity was interpolated from observed gravity values.
 FE1870
 FE1870;                    North         East     Units Scale Factor Converg.
 FE1870;SPC AR N     -   150,628.279   585,167.857   MT  0.99993715   +1 11 25.1
 FE1870;SPC AR N     -   494,186.28  1,919,838.21   sFT  0.99993715   +1 11 25.1
 FE1870;UTM  16      - 3,951,782.870   232,593.461   MT  1.00048125   -1 43 26.2
 FE1870;UTM  15      - 3,952,035.059   775,658.012   MT  1.00053648   +1 46 37.9
 FE1870
 FE1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1870!SPC AR N     -   0.99999163  x   0.99993715  =   0.99992878
 FE1870!UTM  16      -   0.99999163  x   1.00048125  =   1.00047287
 FE1870!UTM  15      -   0.99999163  x   1.00053648  =   1.00052810
 FE1870
 FE1870                          SUPERSEDED SURVEY CONTROL
 FE1870
 FE1870  NAVD 88 (06/15/91)   81.028  (m)          265.84   (f) ADJUSTED    1 1
 FE1870  NGVD 29 (??/??/??)   80.988  (m)          265.71   (f) ADJUSTED    1 1
 FE1870
 FE1870.Superseded values are not recommended for survey control.
 FE1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1870.See file dsdata.txt to determine how the superseded data were derived.
 FE1870
 FE1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3259351783(NAD 83)
 FE1870_MARKER: DB = BENCH MARK DISK
 FE1870_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1870_SP_SET: 4 FEET
 FE1870_STAMPING: M 214 1976
 FE1870_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1870+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 FE1870
 FE1870  HISTORY     - Date     Condition        Report By
 FE1870  HISTORY     - 1976     MONUMENTED       NGS
 FE1870  HISTORY     - 20020729 GOOD             USACE
 FE1870  HISTORY     - 20030717 GOOD             EMCINC
 FE1870
 FE1870                          STATION DESCRIPTION
 FE1870
 FE1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1870'2.3 MI SW FROM OSCEOLA.
 FE1870'2.3 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1870'JOHNSON STREET AT OSCEOLA, 15.5 FEET WEST OF THE CENTER OF THE LEVEE,
 FE1870'AND 1.3 FEET EAST OF MILEPOST 81/82. A DISK ON THE TOP OF A
 FE1870'COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 1 FOOT BELOW
 FE1870'THE LEVEE, AND 1 FOOT SOUTH OF A WITNESS POST.
 FE1870
 FE1870                          STATION RECOVERY (2002)
 FE1870
 FE1870'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1870'RECOVERED IN GOOD CONDITION.
 FE1870
 FE1870                          STATION RECOVERY (2003)
 FE1870
 FE1870'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1870'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1893 ***********************************************************************
 FE1893  DESIGNATION -  M 215
 FE1893  PID         -  FE1893
 FE1893  STATE/COUNTY-  AR/MISSISSIPPI
 FE1893  USGS QUAD   -  NODENA (1983)
 FE1893
 FE1893                         *CURRENT SURVEY CONTROL
 FE1893  ___________________________________________________________________
 FE1893* NAD 83(1986)-  35 33 59.     (N)    089 59 53.     (W)     SCALED    
 FE1893* NAVD 88     -        77.749  (meters)     255.08   (feet)  ADJUSTED  
 FE1893  ___________________________________________________________________
 FE1893  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1893  DYNAMIC HT  -          77.681 (meters)     254.86  (feet)  COMP
 FE1893  MODELED GRAV-     979,765.7   (mgal)                       NAVD 88
 FE1893
 FE1893  VERT ORDER  -  FIRST     CLASS I
 FE1893
 FE1893.The horizontal coordinates were scaled from a topographic map and have
 FE1893.an estimated accuracy of +/- 6 seconds.
 FE1893
 FE1893.The orthometric height was determined by differential leveling
 FE1893.and adjusted by the National Geodetic Survey in June 1991..
 FE1893
 FE1893.The geoid height was determined by GEOID03.
 FE1893
 FE1893.The dynamic height is computed by dividing the NAVD 88
 FE1893.geopotential number by the normal gravity value computed on the
 FE1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1893.degrees latitude (g = 980.6199 gals.).
 FE1893
 FE1893.The modeled gravity was interpolated from observed gravity values.
 FE1893
 FE1893;                    North         East    Units  Estimated Accuracy
 FE1893;SPC AR N     -   138,640.      581,460.      MT  (+/- 180 meters Scaled)
 FE1893
 FE1893                          SUPERSEDED SURVEY CONTROL
 FE1893
 FE1893  NGVD 29 (??/??/??)   77.720  (m)          254.99   (f) ADJUSTED    1 1
 FE1893
 FE1893.Superseded values are not recommended for survey control.
 FE1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1893.See file dsdata.txt to determine how the superseded data were derived.
 FE1893
 FE1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE282399(NAD 83)
 FE1893_MARKER: DB = BENCH MARK DISK
 FE1893_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1893_SP_SET: 104 FEET
 FE1893_STAMPING: M 215 1976
 FE1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1893
 FE1893  HISTORY     - Date     Condition        Report By
 FE1893  HISTORY     - 1976     MONUMENTED       NGS
 FE1893  HISTORY     - 1987     GOOD             USPSQD
 FE1893  HISTORY     - 20030417 POOR             USACE
 FE1893
 FE1893                          STATION DESCRIPTION
 FE1893
 FE1893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1893'2.3 MI NE FROM WILSON.
 FE1893'2.3 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1893'STREET AT WILSON, 18.5 FEET NORTH OF THE TOP OF LEVEE AND 2 FEET
 FE1893'EAST OF MILEPOST 101/102. A DISK ON THE TOP OF A COPPER COATED
 FE1893'STEEL ROD SET TO A DEPTH OF 104 FEET ENCASED IN A PIPE PROJECTING
 FE1893'1 INCH, 2 FEET BELOW THE LEVEE, AND 2 FEET WEST OF A WITNESS POST.
 FE1893
 FE1893                          STATION RECOVERY (1987)
 FE1893
 FE1893'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1893'RECOVERED IN GOOD CONDITION.
 FE1893
 FE1893                          STATION RECOVERY (2003)
 FE1893
 FE1893'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 FE1893'DISK SHEARED OFF ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1099 ***********************************************************************
 FF1099  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1099  DESIGNATION -  M 216
 FF1099  PID         -  FF1099
 FF1099  STATE/COUNTY-  AR/MISSISSIPPI
 FF1099  USGS QUAD   -  PECAN POINT (1970)
 FF1099
 FF1099                         *CURRENT SURVEY CONTROL
 FF1099  ___________________________________________________________________
 FF1099* NAD 83(1997)-  35 28 05.69204(N)    090 07 15.62572(W)     ADJUSTED  
 FF1099* NAVD 88     -        76.65   (meters)     251.5    (feet)  GPS OBS   
 FF1099  ___________________________________________________________________
 FF1099  X           -     -10,983.300 (meters)                     COMP
 FF1099  Y           -  -5,200,484.522 (meters)                     COMP
 FF1099  Z           -   3,680,327.839 (meters)                     COMP
 FF1099  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 FF1099  ELLIP HEIGHT-          49.06  (meters)          (05/31/05) GPS OBS
 FF1099  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1099  DYNAMIC HT  -          76.59  (meters)     251.3   (feet)  COMP
 FF1099  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 FF1099
 FF1099  HORZ ORDER  -  FIRST
 FF1099  VERT ORDER  -  FIRST     CLASS I (See Below)
 FF1099  ELLP ORDER  -  FOURTH    CLASS II
 FF1099
 FF1099.The horizontal coordinates were established by GPS observations
 FF1099.and adjusted by the National Geodetic Survey in May 2005..
 FF1099
 FF1099.The orthometric height was determined by GPS observations and a
 FF1099.high-resolution geoid model using precise GPS observation and
 FF1099.processing techniques. It supersedes the leveled height previously
 FF1099.determined for this station.
 FF1099.The vertical order pertains to the first NAVD 88 superseded value.
 FF1099
 FF1099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1099
 FF1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1099
 FF1099.The ellipsoidal height was determined by GPS observations
 FF1099.and is referenced to NAD 83.
 FF1099
 FF1099.The geoid height was determined by GEOID03.
 FF1099
 FF1099.The dynamic height is computed by dividing the NAVD 88
 FF1099.geopotential number by the normal gravity value computed on the
 FF1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1099.degrees latitude (g = 980.6199 gals.).
 FF1099
 FF1099.The modeled gravity was interpolated from observed gravity values.
 FF1099
 FF1099;                    North         East     Units Scale Factor Converg.
 FF1099;SPC AR N     -   127,536.010   570,526.013   MT  0.99993797   +1 05 36.2
 FF1099;SPC AR N     -   418,424.39  1,871,800.76   sFT  0.99993797   +1 05 36.2
 FF1099;UTM  15      - 3,928,782.324   761,243.703   MT  1.00044113   +1 40 17.3
 FF1099
 FF1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1099!SPC AR N     -   0.99999230  x   0.99993797  =   0.99993027
 FF1099!UTM  15      -   0.99999230  x   1.00044113  =   1.00043343
 FF1099
 FF1099                          SUPERSEDED SURVEY CONTROL
 FF1099
 FF1099  NAVD 88 (06/15/91)   76.636  (m)          251.43   (f) ADJUSTED    1 1
 FF1099  NGVD 29 (??/??/??)   76.616  (m)          251.36   (f) ADJUSTED    1 1
 FF1099
 FF1099.Superseded values are not recommended for survey control.
 FF1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1099.See file dsdata.txt to determine how the superseded data were derived.
 FF1099
 FF1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6124428782(NAD 83)
 FF1099_MARKER: DB = BENCH MARK DISK
 FF1099_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1099+WITH SETTING: INTO GROUND
 FF1099_SP_SET: METAL ROD WITH BASE PLATE
 FF1099_STAMPING: M 216 1976
 FF1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1099+STABILITY: SURFACE MOTION
 FF1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1099+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 FF1099
 FF1099  HISTORY     - Date     Condition        Report By
 FF1099  HISTORY     - 1976     MONUMENTED       NGS
 FF1099  HISTORY     - 20030123 GOOD             USACE
 FF1099  HISTORY     - 20030722 GOOD             EMCINC
 FF1099
 FF1099                          STATION DESCRIPTION
 FF1099
 FF1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1099'9.2 MI SOUTH FROM WILSON.
 FF1099'9.2 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1099'AT WILSON, 17 FEET NORTHWEST OF THE CENTER OF LEVEE, AND 1 FOOT
 FF1099'NORTH OF MILEPOST 119/120.
 FF1099'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1099'FEET.  2 FEET BELOW THE LEVEE.  1 FEET SOUTH OF A WITNESS POST.
 FF1099
 FF1099                          STATION RECOVERY (2003)
 FF1099
 FF1099'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1099'RECOVERED IN GOOD CONDITION.
 FF1099
 FF1099                          STATION RECOVERY (2003)
 FF1099
 FF1099'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF1099'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1069 ***********************************************************************
 FF1069  DESIGNATION -  M 217
 FF1069  PID         -  FF1069
 FF1069  STATE/COUNTY-  AR/CRITTENDEN
 FF1069  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1069
 FF1069                         *CURRENT SURVEY CONTROL
 FF1069  ___________________________________________________________________
 FF1069* NAD 83(1986)-  35 12 59.     (N)    090 06 10.     (W)     SCALED    
 FF1069* NAVD 88     -        73.920  (meters)     242.52   (feet)  ADJUSTED  
 FF1069  ___________________________________________________________________
 FF1069  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1069  DYNAMIC HT  -          73.854 (meters)     242.30  (feet)  COMP
 FF1069  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 FF1069
 FF1069  VERT ORDER  -  FIRST     CLASS I
 FF1069
 FF1069.The horizontal coordinates were scaled from a topographic map and have
 FF1069.an estimated accuracy of +/- 6 seconds.
 FF1069
 FF1069.The orthometric height was determined by differential leveling
 FF1069.and adjusted by the National Geodetic Survey in June 1991..
 FF1069
 FF1069.The geoid height was determined by GEOID03.
 FF1069
 FF1069.The dynamic height is computed by dividing the NAVD 88
 FF1069.geopotential number by the normal gravity value computed on the
 FF1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1069.degrees latitude (g = 980.6199 gals.).
 FF1069
 FF1069.The modeled gravity was interpolated from observed gravity values.
 FF1069
 FF1069;                    North         East    Units  Estimated Accuracy
 FF1069;SPC AR N     -    99,630.      572,720.      MT  (+/- 180 meters Scaled)
 FF1069
 FF1069                          SUPERSEDED SURVEY CONTROL
 FF1069
 FF1069  NGVD 29 (??/??/??)   73.904  (m)          242.47   (f) ADJUSTED    1 1
 FF1069
 FF1069.Superseded values are not recommended for survey control.
 FF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1069.See file dsdata.txt to determine how the superseded data were derived.
 FF1069
 FF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV637008(NAD 83)
 FF1069_MARKER: DB = BENCH MARK DISK
 FF1069_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1069+WITH SETTING: INTO GROUND
 FF1069_SP_SET: METAL ROD WITH BASE PLATE
 FF1069_STAMPING: M 217 1976
 FF1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1069+STABILITY: SURFACE MOTION
 FF1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1069+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF1069
 FF1069  HISTORY     - Date     Condition        Report By
 FF1069  HISTORY     - 1976     MONUMENTED       NGS
 FF1069  HISTORY     - 20030127 GOOD             USACE
 FF1069
 FF1069                          STATION DESCRIPTION
 FF1069
 FF1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1069'5.7 MI NORTH FROM WEST MEMPHIS.
 FF1069'5.7 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1069'HIGHWAY 55 AT WEST MEMPHIS, 17 FEET WEST OF THE CENTER OF THE
 FF1069'LEVEE, AND 2 FEET EAST OF MILEPOST 145/146.
 FF1069'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1069'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1069
 FF1069                          STATION RECOVERY (2003)
 FF1069
 FF1069'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0196 ***********************************************************************
 EH0196  DESIGNATION -  M 218
 EH0196  PID         -  EH0196
 EH0196  STATE/COUNTY-  AR/CRITTENDEN
 EH0196  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0196
 EH0196                         *CURRENT SURVEY CONTROL
 EH0196  ___________________________________________________________________
 EH0196* NAD 83(1986)-  34 57 31.     (N)    090 16 52.     (W)     SCALED    
 EH0196* NAVD 88     -        69.782  (meters)     228.94   (feet)  ADJUSTED  
 EH0196  ___________________________________________________________________
 EH0196  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH0196  DYNAMIC HT  -          69.718 (meters)     228.73  (feet)  COMP
 EH0196  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 EH0196
 EH0196  VERT ORDER  -  FIRST     CLASS II
 EH0196
 EH0196.The horizontal coordinates were scaled from a topographic map and have
 EH0196.an estimated accuracy of +/- 6 seconds.
 EH0196
 EH0196.The orthometric height was determined by differential leveling
 EH0196.and adjusted by the National Geodetic Survey in June 1991..
 EH0196
 EH0196.The geoid height was determined by GEOID03.
 EH0196
 EH0196.The dynamic height is computed by dividing the NAVD 88
 EH0196.geopotential number by the normal gravity value computed on the
 EH0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0196.degrees latitude (g = 980.6199 gals.).
 EH0196
 EH0196.The modeled gravity was interpolated from observed gravity values.
 EH0196
 EH0196;                    North         East    Units  Estimated Accuracy
 EH0196;SPC AR N     -    70,740.      556,980.      MT  (+/- 180 meters Scaled)
 EH0196
 EH0196                          SUPERSEDED SURVEY CONTROL
 EH0196
 EH0196  NGVD 29 (??/??/??)   69.792  (m)          228.98   (f) ADJUSTED    1 2
 EH0196
 EH0196.Superseded values are not recommended for survey control.
 EH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0196.See file dsdata.txt to determine how the superseded data were derived.
 EH0196
 EH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU482718(NAD 83)
 EH0196_MARKER: DB = BENCH MARK DISK
 EH0196_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0196_SP_SET: 4 FEET
 EH0196_STAMPING: M 218 1976
 EH0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0196+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EH0196
 EH0196  HISTORY     - Date     Condition        Report By
 EH0196  HISTORY     - 1976     MONUMENTED       NGS
 EH0196  HISTORY     - 20030317 GOOD             USACE
 EH0196
 EH0196                          STATION DESCRIPTION
 EH0196
 EH0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0196'23.6 MI S FROM WEST MEMPHIS.
 EH0196'23.6 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE HIGHWAY
 EH0196'55 AT WEST MEMPHIS, ALSO ABOUT 2 MILES SOUTHEAST OF PINCKNEY, 2 FEET
 EH0196'NORTH OF MILEPOST 174/175, AND 18 FEET SOUTHWEST OF THE CENTER LINE OF
 EH0196'THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0196'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0196'FOOT SOUTHEAST OF A WITNESS POST.
 EH0196
 EH0196                          STATION RECOVERY (2003)
 EH0196
 EH0196'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0219 ***********************************************************************
 EH0219  DESIGNATION -  M 219
 EH0219  PID         -  EH0219
 EH0219  STATE/COUNTY-  AR/LEE
 EH0219  USGS QUAD   -  HUGHES (1993)
 EH0219
 EH0219                         *CURRENT SURVEY CONTROL
 EH0219  ___________________________________________________________________
 EH0219* NAD 83(1986)-  34 53 21.     (N)    090 28 25.     (W)     SCALED    
 EH0219* NAVD 88     -        66.307  (meters)     217.54   (feet)  ADJUSTED  
 EH0219  ___________________________________________________________________
 EH0219  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH0219  DYNAMIC HT  -          66.246 (meters)     217.34  (feet)  COMP
 EH0219  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 EH0219
 EH0219  VERT ORDER  -  FIRST     CLASS II
 EH0219
 EH0219.The horizontal coordinates were scaled from a topographic map and have
 EH0219.an estimated accuracy of +/- 6 seconds.
 EH0219
 EH0219.The orthometric height was determined by differential leveling
 EH0219.and adjusted by the National Geodetic Survey in June 1991..
 EH0219
 EH0219.The geoid height was determined by GEOID03.
 EH0219
 EH0219.The dynamic height is computed by dividing the NAVD 88
 EH0219.geopotential number by the normal gravity value computed on the
 EH0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0219.degrees latitude (g = 980.6199 gals.).
 EH0219
 EH0219.The modeled gravity was interpolated from observed gravity values.
 EH0219
 EH0219;                    North         East    Units  Estimated Accuracy
 EH0219;SPC AR S     -   647,550.      539,530.      MT  (+/- 180 meters Scaled)
 EH0219
 EH0219                          SUPERSEDED SURVEY CONTROL
 EH0219
 EH0219  NGVD 29 (??/??/??)   66.330  (m)          217.62   (f) ADJUSTED    1 2
 EH0219
 EH0219.Superseded values are not recommended for survey control.
 EH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0219.See file dsdata.txt to determine how the superseded data were derived.
 EH0219
 EH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU308636(NAD 83)
 EH0219_MARKER: DB = BENCH MARK DISK
 EH0219_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0219_SP_SET: 4 FEET
 EH0219_STAMPING: M 219 1976
 EH0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0219+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0219
 EH0219  HISTORY     - Date     Condition        Report By
 EH0219  HISTORY     - 1976     MONUMENTED       NGS
 EH0219  HISTORY     - 20030318 GOOD             USACE
 EH0219
 EH0219                          STATION DESCRIPTION
 EH0219
 EH0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0219'13.3 MI NE FROM WHITEHALL.
 EH0219'13.3 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0219'AT WHITEHALL, ALSO ABOUT 1 MILE SOUTHWEST OF INDIAN MOUND, 19 FEET
 EH0219'NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 3 FEET EAST OF MILEPOST
 EH0219'192/193.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0219'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0219'FOOT SOUTHWEST OF A WITNESS POST.
 EH0219
 EH0219                          STATION RECOVERY (2003)
 EH0219
 EH0219'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0016 ***********************************************************************
 DM0016  DESIGNATION -  M 22
 DM0016  PID         -  DM0016
 DM0016  STATE/COUNTY-  AR/LITTLE RIVER
 DM0016  USGS QUAD   -  WINTHROP (1975)
 DM0016
 DM0016                         *CURRENT SURVEY CONTROL
 DM0016  ___________________________________________________________________
 DM0016* NAD 83(1986)-  33 46 29.     (N)    094 15 51.     (W)     SCALED    
 DM0016* NAVD 88     -        94.898  (meters)     311.34   (feet)  ADJUSTED  
 DM0016  ___________________________________________________________________
 DM0016  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DM0016  DYNAMIC HT  -          94.800 (meters)     311.02  (feet)  COMP
 DM0016  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 DM0016
 DM0016  VERT ORDER  -  FIRST     CLASS II
 DM0016
 DM0016.The horizontal coordinates were scaled from a topographic map and have
 DM0016.an estimated accuracy of +/- 6 seconds.
 DM0016
 DM0016.The orthometric height was determined by differential leveling
 DM0016.and adjusted by the National Geodetic Survey in June 1991..
 DM0016.WARNING-Repeat measurements at this control monument indicate possible
 DM0016.vertical movement.
 DM0016
 DM0016.The geoid height was determined by GEOID03.
 DM0016
 DM0016.The dynamic height is computed by dividing the NAVD 88
 DM0016.geopotential number by the normal gravity value computed on the
 DM0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0016.degrees latitude (g = 980.6199 gals.).
 DM0016
 DM0016.The modeled gravity was interpolated from observed gravity values.
 DM0016
 DM0016;                    North         East    Units  Estimated Accuracy
 DM0016;SPC AR S     -   525,220.      190,310.      MT  (+/- 180 meters Scaled)
 DM0016
 DM0016                          SUPERSEDED SURVEY CONTROL
 DM0016
 DM0016  NGVD 29 (??/??/92)   94.909  (m)          311.38   (f) ADJ UNCH    1 2
 DM0016
 DM0016.Superseded values are not recommended for survey control.
 DM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0016.See file dsdata.txt to determine how the superseded data were derived.
 DM0016
 DM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT829378(NAD 83)
 DM0016_MARKER: DB = BENCH MARK DISK
 DM0016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0016_MARK LOGO: CGS   
 DM0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0016
 DM0016  HISTORY     - Date     Condition        Report By
 DM0016  HISTORY     - UNK      MONUMENTED       CGS
 DM0016  HISTORY     - 1932     GOOD             NGS
 DM0016  HISTORY     - 1962     GOOD             NGS
 DM0016  HISTORY     - 1985     GOOD             NGS
 DM0016
 DM0016                          STATION DESCRIPTION
 DM0016
 DM0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0016'IN ALLEENE.
 DM0016'LOCATED ABOUT 1625 FEET NORTH OF THE STATION ALLENE.  1360 FEET NORTH
 DM0016'OF MILEPOST 456.  IN THE EAST END OF A CONCRETE CULVERT.  ABOUT 7 FEET
 DM0016'BELOW THE LEVEL OF THE TRACK.
 DM0016
 DM0016                          STATION RECOVERY (1962)
 DM0016
 DM0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0016'RECOVERED IN GOOD CONDITION.
 DM0016
 DM0016                          STATION RECOVERY (1985)
 DM0016
 DM0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0016'RECOVERED AND FOUND INTACT AND STABLE BUT APPEARS THAT TOP OF DISK HAS
 DM0016'BEEN TAPPED WITH HAMMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0752 ***********************************************************************
 EH0752  DESIGNATION -  M 221
 EH0752  PID         -  EH0752
 EH0752  STATE/COUNTY-  AR/PHILLIPS
 EH0752  USGS QUAD   -  MELLWOOD (1982)
 EH0752
 EH0752                         *CURRENT SURVEY CONTROL
 EH0752  ___________________________________________________________________
 EH0752* NAD 83(1986)-  34 10 38.     (N)    090 55 34.     (W)     SCALED    
 EH0752* NAVD 88     -        56.023  (meters)     183.80   (feet)  ADJUSTED  
 EH0752  ___________________________________________________________________
 EH0752  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH0752  DYNAMIC HT  -          55.968 (meters)     183.62  (feet)  COMP
 EH0752  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 EH0752
 EH0752  VERT ORDER  -  FIRST     CLASS II
 EH0752
 EH0752.The horizontal coordinates were scaled from a topographic map and have
 EH0752.an estimated accuracy of +/- 6 seconds.
 EH0752
 EH0752.The orthometric height was determined by differential leveling
 EH0752.and adjusted by the National Geodetic Survey in June 1991..
 EH0752
 EH0752.The geoid height was determined by GEOID03.
 EH0752
 EH0752.The dynamic height is computed by dividing the NAVD 88
 EH0752.geopotential number by the normal gravity value computed on the
 EH0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0752.degrees latitude (g = 980.6199 gals.).
 EH0752
 EH0752.The modeled gravity was interpolated from observed gravity values.
 EH0752
 EH0752;                    North         East    Units  Estimated Accuracy
 EH0752;SPC AR S     -   568,060.      499,000.      MT  (+/- 180 meters Scaled)
 EH0752
 EH0752                          SUPERSEDED SURVEY CONTROL
 EH0752
 EH0752  NGVD 29 (??/??/??)   56.087  (m)          184.01   (f) ADJUSTED    1 2
 EH0752
 EH0752.Superseded values are not recommended for survey control.
 EH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0752.See file dsdata.txt to determine how the superseded data were derived.
 EH0752
 EH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT911837(NAD 83)
 EH0752_MARKER: DB = BENCH MARK DISK
 EH0752_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0752+WITH SETTING: INTO GROUND
 EH0752_STAMPING: M 221 1976
 EH0752_MARK LOGO: CGS   
 EH0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0752+STABILITY: SURFACE MOTION
 EH0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0752+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0752
 EH0752  HISTORY     - Date     Condition        Report By
 EH0752  HISTORY     - 1976     MONUMENTED       NGS
 EH0752  HISTORY     - 1985     GOOD             NGS
 EH0752  HISTORY     - 20030331 GOOD             USACE
 EH0752
 EH0752                          STATION DESCRIPTION
 EH0752
 EH0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0752'3.6 MI SE FROM MELLWOOD.
 EH0752'3.6 MILES SOUTHEAST ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD
 EH0752'AT MELLWOOD, 22 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 2
 EH0752'FEET NORTHEAST OF MILEPOST 43/44.  A DISK ON TOP OF A COPPER-COATED
 EH0752'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.
 EH0752'2 FEET BELOW THE LEVEE 1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0752
 EH0752                          STATION RECOVERY (1985)
 EH0752
 EH0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0752'RECOVERED IN GOOD CONDITION.
 EH0752
 EH0752                          STATION RECOVERY (2003)
 EH0752
 EH0752'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0992 ***********************************************************************
 EH0992  DESIGNATION -  M 222
 EH0992  PID         -  EH0992
 EH0992  STATE/COUNTY-  AR/LEE
 EH0992  USGS QUAD   -  LA GRANGE (1982)
 EH0992
 EH0992                         *CURRENT SURVEY CONTROL
 EH0992  ___________________________________________________________________
 EH0992* NAD 83(1986)-  34 38 20.     (N)    090 37 48.     (W)     SCALED    
 EH0992* NAVD 88     -        63.923  (meters)     209.72   (feet)  ADJUSTED  
 EH0992  ___________________________________________________________________
 EH0992  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0992  DYNAMIC HT  -          63.862 (meters)     209.52  (feet)  COMP
 EH0992  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 EH0992
 EH0992  VERT ORDER  -  FIRST     CLASS II
 EH0992
 EH0992.The horizontal coordinates were scaled from a topographic map and have
 EH0992.an estimated accuracy of +/- 6 seconds.
 EH0992
 EH0992.The orthometric height was determined by differential leveling
 EH0992.and adjusted by the National Geodetic Survey in June 1991..
 EH0992
 EH0992.The geoid height was determined by GEOID03.
 EH0992
 EH0992.The dynamic height is computed by dividing the NAVD 88
 EH0992.geopotential number by the normal gravity value computed on the
 EH0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0992.degrees latitude (g = 980.6199 gals.).
 EH0992
 EH0992.The modeled gravity was interpolated from observed gravity values.
 EH0992
 EH0992;                    North         East    Units  Estimated Accuracy
 EH0992;SPC AR S     -   619,590.      525,610.      MT  (+/- 180 meters Scaled)
 EH0992
 EH0992                          SUPERSEDED SURVEY CONTROL
 EH0992
 EH0992  NGVD 29 (??/??/??)   63.955  (m)          209.83   (f) ADJUSTED    1 2
 EH0992
 EH0992.Superseded values are not recommended for survey control.
 EH0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0992.See file dsdata.txt to determine how the superseded data were derived.
 EH0992
 EH0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU172355(NAD 83)
 EH0992_MARKER: DB = BENCH MARK DISK
 EH0992_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0992+WITH SETTING: INTO GROUND
 EH0992_STAMPING: M 222 1976
 EH0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0992+STABILITY: SURFACE MOTION
 EH0992
 EH0992  HISTORY     - Date     Condition        Report By
 EH0992  HISTORY     - 1976     MONUMENTED       NGS
 EH0992
 EH0992                          STATION DESCRIPTION
 EH0992
 EH0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0992'12.5 MI S FROM WHITEHALL.
 EH0992'12.5 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0992'WHITEHALL, ALSO ABOUT 2.5 MILES NORTHWEST OF WHERE THE ST FRANCIS
 EH0992'RIVER FLOWS INTO THE MISSISSIPPI RIVER, 20 FEET SOUTHWEST OF THE
 EH0992'CENTER LINE OF THE LEVEE, AND 2 FEET NORTH OF MILEPOST 217/218.  A
 EH0992'DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED
 EH0992'IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT SOUTHEAST
 EH0992'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1438 ***********************************************************************
 EH1438  DESIGNATION -  M 223
 EH1438  PID         -  EH1438
 EH1438  STATE/COUNTY-  AR/DESHA
 EH1438  USGS QUAD   -  SNOW LAKE (1967)
 EH1438
 EH1438                         *CURRENT SURVEY CONTROL
 EH1438  ___________________________________________________________________
 EH1438* NAD 83(1986)-  34 01 01.     (N)    091 00 16.     (W)     SCALED    
 EH1438* NAVD 88     -        48.831  (meters)     160.21   (feet)  ADJUSTED  
 EH1438  ___________________________________________________________________
 EH1438  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH1438  DYNAMIC HT  -          48.783 (meters)     160.05  (feet)  COMP
 EH1438  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 EH1438
 EH1438  VERT ORDER  -  FIRST     CLASS II
 EH1438
 EH1438.The horizontal coordinates were scaled from a topographic map and have
 EH1438.an estimated accuracy of +/- 6 seconds.
 EH1438
 EH1438.The orthometric height was determined by differential leveling
 EH1438.and adjusted by the National Geodetic Survey in June 1991..
 EH1438
 EH1438.The geoid height was determined by GEOID03.
 EH1438
 EH1438.The dynamic height is computed by dividing the NAVD 88
 EH1438.geopotential number by the normal gravity value computed on the
 EH1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1438.degrees latitude (g = 980.6199 gals.).
 EH1438
 EH1438.The modeled gravity was interpolated from observed gravity values.
 EH1438
 EH1438;                    North         East    Units  Estimated Accuracy
 EH1438;SPC AR S     -   550,210.      491,950.      MT  (+/- 180 meters Scaled)
 EH1438
 EH1438                          SUPERSEDED SURVEY CONTROL
 EH1438
 EH1438  NGVD 29 (??/??/??)   48.875  (m)          160.35   (f) ADJUSTED    1 2
 EH1438
 EH1438.Superseded values are not recommended for survey control.
 EH1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1438.See file dsdata.txt to determine how the superseded data were derived.
 EH1438
 EH1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT842658(NAD 83)
 EH1438_MARKER: DB = BENCH MARK DISK
 EH1438_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1438_SP_SET: 16 FT.
 EH1438_MARK LOGO: NGS   
 EH1438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH1438+STABILITY: POSITION/ELEVATION WELL
 EH1438
 EH1438  HISTORY     - Date     Condition        Report By
 EH1438  HISTORY     - 1976     MONUMENTED       NGS
 EH1438  HISTORY     - 1976     GOOD             NGS
 EH1438  HISTORY     - 1985     GOOD             NGS
 EH1438  HISTORY     - 20001011 MARK NOT FOUND   USE
 EH1438
 EH1438                          STATION DESCRIPTION
 EH1438
 EH1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1438'21.0 MI S FROM MELLWOOD.
 EH1438'21.0 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH1438'MELLWOOD, 102 FEET NORTHWEST OF CENTER OF LEVEE, 19 FEET EAST OF A
 EH1438'METAL GATE, AND 4 FEET SOUTHEAST OF A FENCE.  A DISK ON TOP OF A
 EH1438'COPPER-COATED STEEL ROD TO A DEPTH OF 16 FEET ENCASED IN A PIPE
 EH1438'PROJECTING +0 INCHES.  35 FEET BELOW LEVEE 2 FEET NORTHEAST OF A
 EH1438'WITNESS POST.
 EH1438
 EH1438                          STATION RECOVERY (1985)
 EH1438
 EH1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1438'RECOVERED IN GOOD CONDITION.  NOTE, ADD, A ROD WITH DATUM POINT
 EH1438'ENCASED IN A SLEEVE OF UNDETERMINED LENGTH, NO STAMPING WAS FOUND AND
 EH1438'SET BETWEEN TWO METAL WITNESS POSTS.
 EH1438
 EH1438                          STATION RECOVERY (2000)
 EH1438
 EH1438'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH1438'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1473 ***********************************************************************
 EH1473  DESIGNATION -  M 224
 EH1473  PID         -  EH1473
 EH1473  STATE/COUNTY-  AR/ARKANSAS
 EH1473  USGS QUAD   -  TURNER (1967)
 EH1473
 EH1473                         *CURRENT SURVEY CONTROL
 EH1473  ___________________________________________________________________
 EH1473* NAD 83(1986)-  34 23 32.     (N)    091 05 34.     (W)     SCALED    
 EH1473* NAVD 88     -        46.379  (meters)     152.16   (feet)  ADJUSTED  
 EH1473  ___________________________________________________________________
 EH1473  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1473  DYNAMIC HT  -          46.334 (meters)     152.01  (feet)  COMP
 EH1473  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 EH1473
 EH1473  VERT ORDER  -  FIRST     CLASS II
 EH1473
 EH1473.The horizontal coordinates were scaled from a topographic map and have
 EH1473.an estimated accuracy of +/- 6 seconds.
 EH1473
 EH1473.The orthometric height was determined by differential leveling
 EH1473.and adjusted by the National Geodetic Survey in August 1993..
 EH1473
 EH1473.The geoid height was determined by GEOID03.
 EH1473
 EH1473.The dynamic height is computed by dividing the NAVD 88
 EH1473.geopotential number by the normal gravity value computed on the
 EH1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1473.degrees latitude (g = 980.6199 gals.).
 EH1473
 EH1473.The modeled gravity was interpolated from observed gravity values.
 EH1473
 EH1473;                    North         East    Units  Estimated Accuracy
 EH1473;SPC AR S     -   591,760.      483,420.      MT  (+/- 180 meters Scaled)
 EH1473
 EH1473                          SUPERSEDED SURVEY CONTROL
 EH1473
 EH1473  NAVD 88 (06/15/91)   46.362  (m)          152.11   (f) UNKNOWN     1 2
 EH1473  NGVD 29 (??/??/??)   46.407  (m)          152.25   (f) ADJUSTED    1 2
 EH1473
 EH1473.Superseded values are not recommended for survey control.
 EH1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1473.See file dsdata.txt to determine how the superseded data were derived.
 EH1473
 EH1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU753072(NAD 83)
 EH1473_MARKER: DB = BENCH MARK DISK
 EH1473_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1473+WITH SETTING: INTO GROUND
 EH1473_STAMPING: M 224 1976
 EH1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1473+STABILITY: SURFACE MOTION
 EH1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1473+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1473
 EH1473  HISTORY     - Date     Condition        Report By
 EH1473  HISTORY     - 1976     MONUMENTED       NGS
 EH1473  HISTORY     - 1982     GOOD             NGS
 EH1473  HISTORY     - 20030407 GOOD             USACE
 EH1473
 EH1473                          STATION DESCRIPTION
 EH1473
 EH1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1473'2.25 MI NE FROM ST CHARLES.
 EH1473'2.25 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE
 EH1473'WHITE RIVER AT ST. CHARLES, 87 FEET EAST OF THE CENTERLINE OF THE
 EH1473'HIGHWAY, 11 FEET NORTH OF THE SOUTH LEG OF A HIGH VOLTAGE TOWER, AND
 EH1473'15 FEET NORTH OF THE NORTHWEST LEG OF THE TOWER.  A DISK ON TOP OF A
 EH1473'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1473'PROJECTING +4 INCHES.  2 FEET BELOW HIGHWAY.
 EH1473
 EH1473                          STATION RECOVERY (1982)
 EH1473
 EH1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EH1473'RECOVERED IN GOOD CONDITION.
 EH1473
 EH1473                          STATION RECOVERY (2003)
 EH1473
 EH1473'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1464 ***********************************************************************
 EH1464  DESIGNATION -  M 225
 EH1464  PID         -  EH1464
 EH1464  STATE/COUNTY-  AR/ARKANSAS
 EH1464  USGS QUAD   -  ETHEL (1967)
 EH1464
 EH1464                         *CURRENT SURVEY CONTROL
 EH1464  ___________________________________________________________________
 EH1464* NAD 83(1986)-  34 22 07.     (N)    091 09 14.     (W)     SCALED    
 EH1464* NAVD 88     -        56.851  (meters)     186.52   (feet)  ADJUSTED  
 EH1464  ___________________________________________________________________
 EH1464  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH1464  DYNAMIC HT  -          56.795 (meters)     186.33  (feet)  COMP
 EH1464  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 EH1464
 EH1464  VERT ORDER  -  FIRST     CLASS II
 EH1464
 EH1464.The horizontal coordinates were scaled from a topographic map and have
 EH1464.an estimated accuracy of +/- 6 seconds.
 EH1464
 EH1464.The orthometric height was determined by differential leveling
 EH1464.and adjusted by the National Geodetic Survey in August 1993..
 EH1464
 EH1464.The geoid height was determined by GEOID03.
 EH1464
 EH1464.The dynamic height is computed by dividing the NAVD 88
 EH1464.geopotential number by the normal gravity value computed on the
 EH1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1464.degrees latitude (g = 980.6199 gals.).
 EH1464
 EH1464.The modeled gravity was interpolated from observed gravity values.
 EH1464
 EH1464;                    North         East    Units  Estimated Accuracy
 EH1464;SPC AR S     -   589,090.      477,820.      MT  (+/- 180 meters Scaled)
 EH1464
 EH1464                          SUPERSEDED SURVEY CONTROL
 EH1464
 EH1464  NAVD 88 (06/15/91)   56.828  (m)          186.44   (f) UNKNOWN     1 2
 EH1464  NGVD 29 (??/??/??)   56.878  (m)          186.61   (f) ADJUSTED    1 2
 EH1464
 EH1464.Superseded values are not recommended for survey control.
 EH1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1464.See file dsdata.txt to determine how the superseded data were derived.
 EH1464
 EH1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU697045(NAD 83)
 EH1464_MARKER: DB = BENCH MARK DISK
 EH1464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1464_SP_SET: CULVERT
 EH1464_STAMPING: M 225 1976
 EH1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1464
 EH1464  HISTORY     - Date     Condition        Report By
 EH1464  HISTORY     - 1976     MONUMENTED       NGS
 EH1464  HISTORY     - 1987     GOOD             USPSQD
 EH1464  HISTORY     - 20030408 POOR             USACE
 EH1464
 EH1464                          STATION DESCRIPTION
 EH1464
 EH1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1464'1.65 MI W FROM ST CHARLES.
 EH1464'1.65 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST
 EH1464'STREET AT ST. CHARLES, AT THE JUNCTION OF STATE HIGHWAY 17, 71 FEET
 EH1464'EAST OF THE CENTERLINE OF HIGHWAY 17, 32.6 FEET SOUTH OF THE
 EH1464'CENTERLINE OF HIGHWAY 1, IN THE TOP OF THE WEST END OF A CONCRETE
 EH1464'HEADWALL, AND 0.8 FEET EAST OF THE WEST END OF THE HEADWALL.  1 FOOT
 EH1464'BELOW HIGHWAY 53 FEET NORTH OF A WITNESS POST.
 EH1464
 EH1464                          STATION RECOVERY (1987)
 EH1464
 EH1464'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1464'RECOVERED IN GOOD CONDITION.
 EH1464
 EH1464                          STATION RECOVERY (2003)
 EH1464
 EH1464'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1464'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0889 ***********************************************************************
 DK0889  DESIGNATION -  M 226
 DK0889  PID         -  DK0889
 DK0889  STATE/COUNTY-  AR/DESHA
 DK0889  USGS QUAD   -  DUMAS (1969)
 DK0889
 DK0889                         *CURRENT SURVEY CONTROL
 DK0889  ___________________________________________________________________
 DK0889* NAD 83(1986)-  33 58 07.     (N)    091 23 23.     (W)     SCALED    
 DK0889* NAVD 88     -        56.805  (meters)     186.37   (feet)  ADJUSTED  
 DK0889  ___________________________________________________________________
 DK0889  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0889  DYNAMIC HT  -          56.749 (meters)     186.18  (feet)  COMP
 DK0889  MODELED GRAV-     979,655.3   (mgal)                       NAVD 88
 DK0889
 DK0889  VERT ORDER  -  FIRST     CLASS II
 DK0889
 DK0889.The horizontal coordinates were scaled from a topographic map and have
 DK0889.an estimated accuracy of +/- 6 seconds.
 DK0889
 DK0889.The orthometric height was determined by differential leveling
 DK0889.and adjusted by the National Geodetic Survey in June 1991..
 DK0889
 DK0889.The geoid height was determined by GEOID03.
 DK0889
 DK0889.The dynamic height is computed by dividing the NAVD 88
 DK0889.geopotential number by the normal gravity value computed on the
 DK0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0889.degrees latitude (g = 980.6199 gals.).
 DK0889
 DK0889.The modeled gravity was interpolated from observed gravity values.
 DK0889
 DK0889;                    North         East    Units  Estimated Accuracy
 DK0889;SPC AR S     -   544,570.      456,400.      MT  (+/- 180 meters Scaled)
 DK0889
 DK0889                          SUPERSEDED SURVEY CONTROL
 DK0889
 DK0889  NGVD 29 (??/??/??)   56.868  (m)          186.57   (f) ADJUSTED    1 2
 DK0889
 DK0889.Superseded values are not recommended for survey control.
 DK0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0889.See file dsdata.txt to determine how the superseded data were derived.
 DK0889
 DK0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT487598(NAD 83)
 DK0889_MARKER: DB = BENCH MARK DISK
 DK0889_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0889_SP_SET: 4 FEET
 DK0889_STAMPING: M 226 1976
 DK0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0889
 DK0889  HISTORY     - Date     Condition        Report By
 DK0889  HISTORY     - 1976     MONUMENTED       NGS
 DK0889  HISTORY     - 1984     GOOD             NGS
 DK0889  HISTORY     - 20030806 MARK NOT FOUND   USACE
 DK0889
 DK0889                          STATION DESCRIPTION
 DK0889
 DK0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0889'2.8 MI NW FROM BACK GATE.
 DK0889'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH STATE
 DK0889'HIGHWAY 54 AT BACK GATE, 210 FEET SOUTHWEST OF THE CENTERLINE OF
 DK0889'HIGHWAY, 99 FEET NORTHWEST OF THE CENTER OF A CATTLE GUARD, 15 FEET
 DK0889'NORTHEAST OF THE CENTER  OF A LEVEE, AND 3 FEET SOUTH OF A POWERLINE
 DK0889'POLE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET
 DK0889'ENCASED IN A PIPE PROJECTING +0 INCHES.  ABOUT LEVEL WITH LEVEE 5 FEET
 DK0889'NORTHWEST OF A WITNESS POST.
 DK0889
 DK0889                          STATION RECOVERY (1984)
 DK0889
 DK0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0889'RECOVERED IN GOOD CONDITION.
 DK0889
 DK0889                          STATION RECOVERY (2003)
 DK0889
 DK0889'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JAH)
 DK0889'FOUND CONCRETE TURNED OVER BUT NO BRASS CAP OR COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1241 ***********************************************************************
 EJ1241  DESIGNATION -  M 23
 EJ1241  PID         -  EJ1241
 EJ1241  STATE/COUNTY-  AR/CLARK
 EJ1241  USGS QUAD   -  ANTOINE (1975)
 EJ1241
 EJ1241                         *CURRENT SURVEY CONTROL
 EJ1241  ___________________________________________________________________
 EJ1241* NAD 83(1986)-  34 02 06.     (N)    093 24 39.     (W)     SCALED    
 EJ1241* NAVD 88     -        81.062  (meters)     265.95   (feet)  ADJUSTED  
 EJ1241  ___________________________________________________________________
 EJ1241  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EJ1241  DYNAMIC HT  -          80.981 (meters)     265.69  (feet)  COMP
 EJ1241  MODELED GRAV-     979,631.5   (mgal)                       NAVD 88
 EJ1241
 EJ1241  VERT ORDER  -  SECOND    CLASS 0
 EJ1241
 EJ1241.The horizontal coordinates were scaled from a topographic map and have
 EJ1241.an estimated accuracy of +/- 6 seconds.
 EJ1241
 EJ1241.The orthometric height was determined by differential leveling
 EJ1241.and adjusted by the National Geodetic Survey in June 1991..
 EJ1241
 EJ1241.The geoid height was determined by GEOID03.
 EJ1241
 EJ1241.The dynamic height is computed by dividing the NAVD 88
 EJ1241.geopotential number by the normal gravity value computed on the
 EJ1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1241.degrees latitude (g = 980.6199 gals.).
 EJ1241
 EJ1241.The modeled gravity was interpolated from observed gravity values.
 EJ1241
 EJ1241;                    North         East    Units  Estimated Accuracy
 EJ1241;SPC AR S     -   552,660.      269,730.      MT  (+/- 180 meters Scaled)
 EJ1241
 EJ1241                          SUPERSEDED SURVEY CONTROL
 EJ1241
 EJ1241  NGVD 29 (??/??/92)   81.066  (m)          265.96   (f) ADJ UNCH    2 0
 EJ1241
 EJ1241.Superseded values are not recommended for survey control.
 EJ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1241.See file dsdata.txt to determine how the superseded data were derived.
 EJ1241
 EJ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT620661(NAD 83)
 EJ1241_MARKER: DB = BENCH MARK DISK
 EJ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1241_STAMPING: 265.964 M 13 1932
 EJ1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1241+STABILITY: SURFACE MOTION
 EJ1241
 EJ1241  HISTORY     - Date     Condition        Report By
 EJ1241  HISTORY     - 1932     MONUMENTED       CGS
 EJ1241  HISTORY     - 1934     GOOD             NGS
 EJ1241  HISTORY     - 1964     GOOD             NGS
 EJ1241
 EJ1241                          STATION DESCRIPTION
 EJ1241
 EJ1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1241'IN PIKE CITY JUNCTION.
 EJ1241'AT PIKE CITY JUNCTION, CLARK COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 EJ1241'33-1/4 POLES NORTHWEST OF MILEPOST 443, 17 FEET NORTHEAST OF THE
 EJ1241'NORTHEAST RAIL OF THE MAIN TRACK, AND 28 FEET SOUTHWEST OF A FENCE
 EJ1241'LINE.  A STANDARD DISK, STAMPED 265.964 M 23 1932 AND SET IN THE TOP
 EJ1241'OF A CONCRETE POST.  NOTE-- MARK IS 0.05 MI NW OF THE PK JUNCTION, 27
 EJ1241'FT SE OF AN IRON CROSSING SIGN.  11 POLES SE OF MILEPOST 447.
 EJ1241
 EJ1241                          STATION RECOVERY (1964)
 EJ1241
 EJ1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0054 ***********************************************************************
 EK0054  DESIGNATION -  M 24 RESET
 EK0054  PID         -  EK0054
 EK0054  STATE/COUNTY-  AR/SCOTT
 EK0054  USGS QUAD   -  Y CITY (1975)
 EK0054
 EK0054                         *CURRENT SURVEY CONTROL
 EK0054  ___________________________________________________________________
 EK0054* NAD 83(1986)-  34 43 45.     (N)    094 00 18.     (W)     SCALED    
 EK0054* NAVD 88     -       261.55   (meters)     858.1    (feet)  RESET     
 EK0054  ___________________________________________________________________
 EK0054  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 EK0054
 EK0054  VERT ORDER  -  THIRD
 EK0054
 EK0054.The horizontal coordinates were scaled from a topographic map and have
 EK0054.an estimated accuracy of +/- 6 seconds.
 EK0054
 EK0054.The orthometric height was computed from unverified reset data.
 EK0054.No vertical observational check was made to the station.
 EK0054
 EK0054.The geoid height was determined by GEOID03.
 EK0054
 EK0054;                    North         East    Units  Estimated Accuracy
 EK0054;SPC AR N     -    45,790.      216,370.      MT  (+/- 180 meters Scaled)
 EK0054
 EK0054                          SUPERSEDED SURVEY CONTROL
 EK0054
 EK0054  NGVD 29 (??/??/??)  261.49   (m)          857.9    (f) RESET       3  
 EK0054
 EK0054.Superseded values are not recommended for survey control.
 EK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0054.See file dsdata.txt to determine how the superseded data were derived.
 EK0054
 EK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU079434(NAD 83)
 EK0054_MARKER: DB = BENCH MARK DISK
 EK0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0054_STAMPING: M 24 RESET 1961
 EK0054_MARK LOGO: CGS   
 EK0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0054+STABILITY: SURFACE MOTION
 EK0054
 EK0054  HISTORY     - Date     Condition        Report By
 EK0054  HISTORY     - 1961     MONUMENTED       CGS
 EK0054  HISTORY     - 1985     GOOD             NGS
 EK0054
 EK0054                          STATION DESCRIPTION
 EK0054
 EK0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EK0054'4.2 MI E FROM Y CITY.
 EK0054'LOCATED 26.1 MILES WEST ALONG U.S. HIGHWAY 270 FROM MT. IDA
 EK0054'OR 4.2 MILES EAST OF THE INTERSECTION OF U.S. HIGHWAY 270 AND 71
 EK0054'AT Y CITY, 150 FEET SOUTHEAST OF THE CENTER OF A DOUBLE 12 BY
 EK0054'10 FOOT CULVERT, 75 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EK0054'HIGHWAY AT STATION NO. 222+81, AND 1 FOOT SOUTH OF A METAL
 EK0054'WITNESS POST.  IT IS AT THE WEST EDGE OF A SMALL CLEARING USED
 EK0054'BY THE HIGHWAY FOR A STOCKPILE FOR MATERIAL, JUST EAST OF A
 EK0054'SMALL CREEK, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 EK0054'POST PROJECTING 4 INCHES.  NOTE-- BENCH MARK CAN BE REACHED
 EK0054'FROM BOLES BY GOING SOUTH ON U.S. HIGHWAY 71 TO JUNCTION OF U.S.
 EK0054'HIGHWAY 270, THEN EAST 4.2 MILES TO MARK.
 EK0054
 EK0054                          STATION RECOVERY (1985)
 EK0054
 EK0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0054'RECOVERED IN GOOD CONDITION.  NOTE, THE BENCH MARK IS NOW LEVEL WITH
 EK0054'THE GROUND, NOT LEVELED TO THIS SURVEY, OFF LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0929 ***********************************************************************
 DK0929  DESIGNATION -  M 240
 DK0929  PID         -  DK0929
 DK0929  STATE/COUNTY-  AR/DREW
 DK0929  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK0929
 DK0929                         *CURRENT SURVEY CONTROL
 DK0929  ___________________________________________________________________
 DK0929* NAD 83(1986)-  33 44 01.     (N)    091 28 39.     (W)     SCALED    
 DK0929* NAVD 88     -        47.817  (meters)     156.88   (feet)  ADJUSTED  
 DK0929  ___________________________________________________________________
 DK0929  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0929  DYNAMIC HT  -          47.768 (meters)     156.72  (feet)  COMP
 DK0929  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 DK0929
 DK0929  VERT ORDER  -  FIRST     CLASS II
 DK0929
 DK0929.The horizontal coordinates were scaled from a topographic map and have
 DK0929.an estimated accuracy of +/- 6 seconds.
 DK0929
 DK0929.The orthometric height was determined by differential leveling
 DK0929.and adjusted by the National Geodetic Survey in June 1991..
 DK0929
 DK0929.The geoid height was determined by GEOID03.
 DK0929
 DK0929.The dynamic height is computed by dividing the NAVD 88
 DK0929.geopotential number by the normal gravity value computed on the
 DK0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0929.degrees latitude (g = 980.6199 gals.).
 DK0929
 DK0929.The modeled gravity was interpolated from observed gravity values.
 DK0929
 DK0929;                    North         East    Units  Estimated Accuracy
 DK0929;SPC AR S     -   518,460.      448,420.      MT  (+/- 180 meters Scaled)
 DK0929
 DK0929                          SUPERSEDED SURVEY CONTROL
 DK0929
 DK0929  NGVD 29 (??/??/??)   47.944  (m)          157.30   (f) ADJUSTED    1 2
 DK0929
 DK0929.Superseded values are not recommended for survey control.
 DK0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0929.See file dsdata.txt to determine how the superseded data were derived.
 DK0929
 DK0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT410336(NAD 83)
 DK0929_MARKER: DB = BENCH MARK DISK
 DK0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0929_STAMPING: M 240 1939
 DK0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0929+STABILITY: SURFACE MOTION
 DK0929
 DK0929  HISTORY     - Date     Condition        Report By
 DK0929  HISTORY     - 1939     MONUMENTED       CGS
 DK0929  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0929  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0929
 DK0929                          STATION DESCRIPTION
 DK0929
 DK0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0929'3.0 MI NW FROM TILLAR.
 DK0929'3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 65 FROM TILLAR, DREW COUNTY, AT
 DK0929'THE MIDDLE OF A LONG CURVE, 400 FEET NORTHWEST OF THE NORTHWEST CORNER
 DK0929'OF A SMALL HOUSE, AT THE JUNCTION OF A DRIVEWAY LEADING SOUTH OVER LOG
 DK0929'BAYOU, 27 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 12 FEET
 DK0929'NORTH OF THE DRIVEWAY.  A STANDARD DISK, STAMPED M 240 1939 AND SET IN
 DK0929'THE TOP OF A CONCRETE POST.  NOTE-- A TREE IS GROWING BESIDE THE POST
 DK0929'AND PRESUMABLY THE ROOTS ARE PUSHING THE POST UP. THE MARK IS LEANING
 DK0929'ABOUT 45 DEGREES.
 DK0929
 DK0929                          STATION RECOVERY (1977)
 DK0929
 DK0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0929'MARK NOT FOUND.
 DK0929
 DK0929                          STATION RECOVERY (1977)
 DK0929
 DK0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1035 ***********************************************************************
 DK1035  DESIGNATION -  M 243
 DK1035  PID         -  DK1035
 DK1035  STATE/COUNTY-  AR/CHICOT
 DK1035  USGS QUAD   -  JEROME (1981)
 DK1035
 DK1035                         *CURRENT SURVEY CONTROL
 DK1035  ___________________________________________________________________
 DK1035* NAD 83(1986)-  33 25 42.     (N)    091 27 21.     (W)     SCALED    
 DK1035* NAVD 88     -        39.743  (meters)     130.39   (feet)  ADJUSTED  
 DK1035  ___________________________________________________________________
 DK1035  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DK1035  DYNAMIC HT  -          39.702 (meters)     130.26  (feet)  COMP
 DK1035  MODELED GRAV-     979,594.8   (mgal)                       NAVD 88
 DK1035
 DK1035  VERT ORDER  -  FIRST     CLASS II
 DK1035
 DK1035.The horizontal coordinates were scaled from a topographic map and have
 DK1035.an estimated accuracy of +/- 6 seconds.
 DK1035
 DK1035.The orthometric height was determined by differential leveling
 DK1035.and adjusted by the National Geodetic Survey in June 1991..
 DK1035
 DK1035.The geoid height was determined by GEOID03.
 DK1035
 DK1035.The dynamic height is computed by dividing the NAVD 88
 DK1035.geopotential number by the normal gravity value computed on the
 DK1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1035.degrees latitude (g = 980.6199 gals.).
 DK1035
 DK1035.The modeled gravity was interpolated from observed gravity values.
 DK1035
 DK1035;                    North         East    Units  Estimated Accuracy
 DK1035;SPC AR S     -   484,610.      450,610.      MT  (+/- 180 meters Scaled)
 DK1035
 DK1035                          SUPERSEDED SURVEY CONTROL
 DK1035
 DK1035  NGVD 29 (??/??/??)   39.855  (m)          130.76   (f) ADJUSTED    1 2
 DK1035
 DK1035.Superseded values are not recommended for survey control.
 DK1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1035.See file dsdata.txt to determine how the superseded data were derived.
 DK1035
 DK1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS435998(NAD 83)
 DK1035_MARKER: DB = BENCH MARK DISK
 DK1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1035_STAMPING: M 243 1939
 DK1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1035+STABILITY: SURFACE MOTION
 DK1035
 DK1035  HISTORY     - Date     Condition        Report By
 DK1035  HISTORY     - 1939     MONUMENTED       CGS
 DK1035  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1035  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1035
 DK1035                          STATION DESCRIPTION
 DK1035
 DK1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1035'0.9 MI S FROM HUBSPETH.
 DK1035'0.9 MILE SOUTH OF THE R.R. STATION.  A STANDARD DISC SET IN THE TOP OF
 DK1035'A CONCRETE POST LOCATED ON THE WEST R/W OF THE MO. PAC. R.R. ON THE
 DK1035'CHICOT - DREW COUNTY LINE.  BETWEEN THE TRACKS AND HWY NO. 165. AT THE
 DK1035'SOUTH END OF HUBSPETH SIDING.  43 FEET WEST OF THE WEST RAIL. 27 FEET
 DK1035'EAST OF THE CENTER LINE OF THE HWY.  8 FEET EAST OF THE COUNTY LINE
 DK1035'MARKER.
 DK1035
 DK1035                          STATION RECOVERY (1978)
 DK1035
 DK1035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1035'MARK NOT FOUND.
 DK1035
 DK1035                          STATION RECOVERY (1978)
 DK1035
 DK1035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0384 ***********************************************************************
 FG0384  DESIGNATION -  M 244
 FG0384  PID         -  FG0384
 FG0384  STATE/COUNTY-  AR/PERRY
 FG0384  USGS QUAD   -  ADONA (1989)
 FG0384
 FG0384                         *CURRENT SURVEY CONTROL
 FG0384  ___________________________________________________________________
 FG0384* NAD 83(1986)-  35 01 28.     (N)    092 59 53.     (W)     SCALED    
 FG0384* NAVD 88     -       115.138  (meters)     377.75   (feet)  ADJUSTED  
 FG0384  ___________________________________________________________________
 FG0384  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FG0384  DYNAMIC HT  -         115.027 (meters)     377.38  (feet)  COMP
 FG0384  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 FG0384
 FG0384  VERT ORDER  -  SECOND    CLASS 0
 FG0384
 FG0384.The horizontal coordinates were scaled from a topographic map and have
 FG0384.an estimated accuracy of +/- 6 seconds.
 FG0384
 FG0384.The orthometric height was determined by differential leveling
 FG0384.and adjusted by the National Geodetic Survey in June 1991..
 FG0384
 FG0384.The geoid height was determined by GEOID03.
 FG0384
 FG0384.The dynamic height is computed by dividing the NAVD 88
 FG0384.geopotential number by the normal gravity value computed on the
 FG0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0384.degrees latitude (g = 980.6199 gals.).
 FG0384
 FG0384.The modeled gravity was interpolated from observed gravity values.
 FG0384
 FG0384;                    North         East    Units  Estimated Accuracy
 FG0384;SPC AR N     -    77,140.      308,920.      MT  (+/- 180 meters Scaled)
 FG0384
 FG0384                          SUPERSEDED SURVEY CONTROL
 FG0384
 FG0384  NGVD 29 (??/??/92)  115.134  (m)          377.74   (f) ADJ UNCH    2 0
 FG0384
 FG0384.Superseded values are not recommended for survey control.
 FG0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0384.See file dsdata.txt to determine how the superseded data were derived.
 FG0384
 FG0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU001757(NAD 83)
 FG0384_MARKER: DB = BENCH MARK DISK
 FG0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0384_STAMPING: M-244 1939
 FG0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0384+STABILITY: SURFACE MOTION
 FG0384
 FG0384  HISTORY     - Date     Condition        Report By
 FG0384  HISTORY     - 1939     MONUMENTED       CGS
 FG0384
 FG0384                          STATION DESCRIPTION
 FG0384
 FG0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0384'2.9 MI E FROM CASA.
 FG0384'ABOUT 150 FEET WEST OF TELEPHONE POLE 195/20.  46.0 FEET NORTH OF
 FG0384'NORTH RAIL.  13.2 FEET EAST OF CENTER OF FARM ROAD.  1.5 FEET SOUTH OF
 FG0384'NORTH RIGHT-OF-WAY FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0878 ***********************************************************************
 FF0878  DESIGNATION -  M 246
 FF0878  PID         -  FF0878
 FF0878  STATE/COUNTY-  AR/CRAIGHEAD
 FF0878  USGS QUAD   -  CASH (1980)
 FF0878
 FF0878                         *CURRENT SURVEY CONTROL
 FF0878  ___________________________________________________________________
 FF0878* NAD 83(1986)-  35 46 46.     (N)    090 56 53.     (W)     SCALED    
 FF0878* NAVD 88     -        75.410  (meters)     247.41   (feet)  ADJUSTED  
 FF0878  ___________________________________________________________________
 FF0878  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FF0878  DYNAMIC HT  -          75.346 (meters)     247.20  (feet)  COMP
 FF0878  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 FF0878
 FF0878  VERT ORDER  -  SECOND    CLASS 0
 FF0878
 FF0878.The horizontal coordinates were scaled from a topographic map and have
 FF0878.an estimated accuracy of +/- 6 seconds.
 FF0878
 FF0878.The orthometric height was determined by differential leveling
 FF0878.and adjusted by the National Geodetic Survey in June 1991..
 FF0878
 FF0878.The geoid height was determined by GEOID03.
 FF0878
 FF0878.The dynamic height is computed by dividing the NAVD 88
 FF0878.geopotential number by the normal gravity value computed on the
 FF0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0878.degrees latitude (g = 980.6199 gals.).
 FF0878
 FF0878.The modeled gravity was interpolated from observed gravity values.
 FF0878
 FF0878;                    North         East    Units  Estimated Accuracy
 FF0878;SPC AR N     -   160,940.      495,100.      MT  (+/- 180 meters Scaled)
 FF0878
 FF0878                          SUPERSEDED SURVEY CONTROL
 FF0878
 FF0878  NGVD 29 (??/??/??)   75.333  (m)          247.16   (f) ADJUSTED    2 0
 FF0878
 FF0878.Superseded values are not recommended for survey control.
 FF0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0878.See file dsdata.txt to determine how the superseded data were derived.
 FF0878
 FF0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV854614(NAD 83)
 FF0878_MARKER: DB = BENCH MARK DISK
 FF0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0878_SP_SET: CULVERT
 FF0878_STAMPING: M 246 1938
 FF0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0878+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 FF0878
 FF0878  HISTORY     - Date     Condition        Report By
 FF0878  HISTORY     - 1938     MONUMENTED       CGS
 FF0878  HISTORY     - 20020826 GOOD             USACE
 FF0878
 FF0878                          STATION DESCRIPTION
 FF0878
 FF0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0878'1.5 MI SW FROM CASH.
 FF0878'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0878'OFFICE AT CASH, CRAIGHEAD COUNTY, OPPOSITE A WHITE FARMHOUSE
 FF0878'EAST OF THE HIGHWAY AND AN UNPAINTED FARMHOUSE WEST OF THE
 FF0878'HIGHWAY, AT A CONCRETE CULVERT, ON THE TOP OF THE EAST HEAD WALL,
 FF0878'AND 8 INCHES FROM THE NORTH END.  A STANDARD DISK, STAMPED
 FF0878'M 246 1938.
 FF0878
 FF0878                          STATION RECOVERY (2002)
 FF0878
 FF0878'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0878'STAMPING IS DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0592 ***********************************************************************
 DL0592  DESIGNATION -  M 247
 DL0592  PID         -  DL0592
 DL0592  STATE/COUNTY-  AR/COLUMBIA
 DL0592  USGS QUAD   -  BUSSEY (1960)
 DL0592
 DL0592                         *CURRENT SURVEY CONTROL
 DL0592  ___________________________________________________________________
 DL0592* NAD 83(1986)-  33 11 27.     (N)    093 27 35.     (W)     SCALED    
 DL0592* NAVD 88     -        80.302  (meters)     263.46   (feet)  ADJUSTED  
 DL0592  ___________________________________________________________________
 DL0592  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0592  DYNAMIC HT  -          80.215 (meters)     263.17  (feet)  COMP
 DL0592  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DL0592
 DL0592  VERT ORDER  -  SECOND    CLASS 0
 DL0592
 DL0592.The horizontal coordinates were scaled from a topographic map and have
 DL0592.an estimated accuracy of +/- 6 seconds.
 DL0592
 DL0592.The orthometric height was determined by differential leveling
 DL0592.and adjusted by the National Geodetic Survey in June 1991..
 DL0592
 DL0592.The geoid height was determined by GEOID03.
 DL0592
 DL0592.The dynamic height is computed by dividing the NAVD 88
 DL0592.geopotential number by the normal gravity value computed on the
 DL0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0592.degrees latitude (g = 980.6199 gals.).
 DL0592
 DL0592.The modeled gravity was interpolated from observed gravity values.
 DL0592
 DL0592;                    North         East    Units  Estimated Accuracy
 DL0592;SPC AR S     -   459,110.      263,880.      MT  (+/- 180 meters Scaled)
 DL0592
 DL0592                          SUPERSEDED SURVEY CONTROL
 DL0592
 DL0592  NGVD 29 (??/??/92)   80.347  (m)          263.61   (f) ADJ UNCH    2 0
 DL0592
 DL0592.Superseded values are not recommended for survey control.
 DL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0592.See file dsdata.txt to determine how the superseded data were derived.
 DL0592
 DL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571725(NAD 83)
 DL0592_MARKER: DB = BENCH MARK DISK
 DL0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0592_STAMPING: M 247 1938
 DL0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0592+STABILITY: SURFACE MOTION
 DL0592
 DL0592  HISTORY     - Date     Condition        Report By
 DL0592  HISTORY     - 1938     MONUMENTED       CGS
 DL0592  HISTORY     - 1963     GOOD             NGS
 DL0592
 DL0592                          STATION DESCRIPTION
 DL0592
 DL0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0592'5.7 MI S FROM MCKAMIE.
 DL0592'IN COLUMBIA COUNTY, ABOUT 5.7 MILES SOUTH ALONG THE LOUISIANA AND
 DL0592'ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, ABOUT
 DL0592'0.1 MILE NORTH OF MILEPOST 35, ABOUT 110 FEET NORTHEAST OF POLE 34+28,
 DL0592'45 FEET EAST OF THE EAST RAIL, 18 FEET SOUTH OF A TRAIL CROSSING, AND
 DL0592'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, SET IN THE
 DL0592'TOP OF A CONCRETE POST.  NOTE-- ABOUT 110 FEET NORTHEAST OF POLE
 DL0592'34+28, 45 FEET EAST OF THE EAST RAIL, 12 FEET SOUTH OF A WOODS ROAD
 DL0592'LEADING EAST AND JUST WEST OF AN OLD FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1534 ***********************************************************************
 EJ1534  DESIGNATION -  M 248
 EJ1534  PID         -  EJ1534
 EJ1534  STATE/COUNTY-  AR/MONTGOMERY
 EJ1534  USGS QUAD   -  ODEN (1985)
 EJ1534
 EJ1534                         *CURRENT SURVEY CONTROL
 EJ1534  ___________________________________________________________________
 EJ1534* NAD 83(1986)-  34 36 31.     (N)    093 46 44.     (W)     SCALED    
 EJ1534* NAVD 88     -       231.019  (meters)     757.93   (feet)  ADJUSTED  
 EJ1534  ___________________________________________________________________
 EJ1534  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EJ1534  DYNAMIC HT  -         230.780 (meters)     757.15  (feet)  COMP
 EJ1534  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 EJ1534
 EJ1534  VERT ORDER  -  SECOND    CLASS 0
 EJ1534
 EJ1534.The horizontal coordinates were scaled from a topographic map and have
 EJ1534.an estimated accuracy of +/- 6 seconds.
 EJ1534
 EJ1534.The orthometric height was determined by differential leveling
 EJ1534.and adjusted by the National Geodetic Survey in June 1991..
 EJ1534
 EJ1534.The geoid height was determined by GEOID03.
 EJ1534
 EJ1534.The dynamic height is computed by dividing the NAVD 88
 EJ1534.geopotential number by the normal gravity value computed on the
 EJ1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1534.degrees latitude (g = 980.6199 gals.).
 EJ1534
 EJ1534.The modeled gravity was interpolated from observed gravity values.
 EJ1534
 EJ1534;                    North         East    Units  Estimated Accuracy
 EJ1534;SPC AR S     -   616,810.      236,850.      MT  (+/- 180 meters Scaled)
 EJ1534
 EJ1534                          SUPERSEDED SURVEY CONTROL
 EJ1534
 EJ1534  NGVD 29 (??/??/92)  230.955  (m)          757.72   (f) ADJ UNCH    2 0
 EJ1534
 EJ1534.Superseded values are not recommended for survey control.
 EJ1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1534.See file dsdata.txt to determine how the superseded data were derived.
 EJ1534
 EJ1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU285299(NAD 83)
 EJ1534_MARKER: DB = BENCH MARK DISK
 EJ1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1534_STAMPING: M 248 1939
 EJ1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1534+STABILITY: SURFACE MOTION
 EJ1534
 EJ1534  HISTORY     - Date     Condition        Report By
 EJ1534  HISTORY     - 1939     MONUMENTED       CGS
 EJ1534  HISTORY     - 1961     GOOD             NGS
 EJ1534  HISTORY     - 1983     MARK NOT FOUND   USGS
 EJ1534
 EJ1534                          STATION DESCRIPTION
 EJ1534
 EJ1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1534'0.8 MI S FROM ODEN.
 EJ1534'MARK RECOVERED ABOUT 0.8 MILE SOUTH OF THE MAIN INTERSECTION IN ODEN,
 EJ1534'ABOUT 0.2 MILE SOUTH OF THE SOUTH END OF THE OUACHITA RIVER BRIDGE,
 EJ1534'NEAR THE SUMMIT OF THE FIRST HILL SOUTH OF THE RIVER, ABOUT 60 FEET
 EJ1534'SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD ABANDONED HOUSE, ABOUT 30
 EJ1534'FEET WEST OF THE CENTERLINE OF THE ROAD, ABOUT 13 FEET SOUTHWEST OF
 EJ1534'THE SOUTH GATE POST OF WIRE GATE AND 8 FEET WEST OF RIGHT OF WAY
 EJ1534'FENCE.
 EJ1534
 EJ1534                          STATION RECOVERY (1983)
 EJ1534
 EJ1534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EJ1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1574 ***********************************************************************
 EH1574  DESIGNATION -  M 249
 EH1574  PID         -  EH1574
 EH1574  STATE/COUNTY-  AR/LINCOLN
 EH1574  USGS QUAD   -  CADES (1975)
 EH1574
 EH1574                         *CURRENT SURVEY CONTROL
 EH1574  ___________________________________________________________________
 EH1574* NAD 83(1986)-  34 00 41.     (N)    091 32 35.     (W)     SCALED    
 EH1574* NAVD 88     -        51.545  (meters)     169.11   (feet)  ADJUSTED  
 EH1574  ___________________________________________________________________
 EH1574  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1574  DYNAMIC HT  -          51.494 (meters)     168.94  (feet)  COMP
 EH1574  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 EH1574
 EH1574  VERT ORDER  -  SECOND    CLASS 0
 EH1574
 EH1574.The horizontal coordinates were scaled from a topographic map and have
 EH1574.an estimated accuracy of +/- 6 seconds.
 EH1574
 EH1574.The orthometric height was determined by differential leveling
 EH1574.and adjusted by the National Geodetic Survey in June 1991..
 EH1574
 EH1574.The geoid height was determined by GEOID03.
 EH1574
 EH1574.The dynamic height is computed by dividing the NAVD 88
 EH1574.geopotential number by the normal gravity value computed on the
 EH1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1574.degrees latitude (g = 980.6199 gals.).
 EH1574
 EH1574.The modeled gravity was interpolated from observed gravity values.
 EH1574
 EH1574;                    North         East    Units  Estimated Accuracy
 EH1574;SPC AR S     -   549,240.      442,210.      MT  (+/- 180 meters Scaled)
 EH1574
 EH1574                          SUPERSEDED SURVEY CONTROL
 EH1574
 EH1574  NGVD 29 (??/??/??)   51.620  (m)          169.36   (f) ADJUSTED    2 0
 EH1574
 EH1574.Superseded values are not recommended for survey control.
 EH1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1574.See file dsdata.txt to determine how the superseded data were derived.
 EH1574
 EH1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT345643(NAD 83)
 EH1574_MARKER: DB = BENCH MARK DISK
 EH1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1574_STAMPING: M 249 1940
 EH1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1574+STABILITY: SURFACE MOTION
 EH1574
 EH1574  HISTORY     - Date     Condition        Report By
 EH1574  HISTORY     - 1940     MONUMENTED       CGS
 EH1574  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1574
 EH1574                          STATION DESCRIPTION
 EH1574
 EH1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1574'2.7 MI N FROM GOULD.
 EH1574'FROM THE RAILROAD STATION AT GOULD PROCEED ALONG STATE HIGHWAY NO. 114
 EH1574'TOWARDS CROCKETTS STORE AND SOUTH BEND, GO 2.7 MILES.  BENCH MARK IS
 EH1574'STANDARD DISK SET IN PRE-CAST CONCRETE POST PROJECTING ABOUT 5 INCHES.
 EH1574'0.2 MILE TOWARDS GOULD (SOUTH) FROM CURVE IN THE HIGHWAY.  90 FEET
 EH1574'TOWARDS SOUTH BEND (NORTH) FROM FENCE CORNER.  80 FEET TOWARDS SOUTH
 EH1574'BEND FROM WOODEN CULVERT UNDER HIGHWAY.  21 FEET EAST OF CENTER LINE
 EH1574'OF HIGHWAY.  1 FOOR TOWARDS HIGHWAY (WEST) FROM WIRE FENCE.  A 4 X 4
 EH1574'INCH CYPRESS POST PAINTED WHITE AND PROJECTING 18 INCHES IS 3.5 FEET
 EH1574'AT 360 DEG MAGNETIC FROM THE BENCH MARK.
 EH1574
 EH1574                          STATION RECOVERY (1967)
 EH1574
 EH1574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0269 ***********************************************************************
 GE0269  DESIGNATION -  M 25
 GE0269  PID         -  GE0269
 GE0269  STATE/COUNTY-  AR/CLAY
 GE0269  USGS QUAD   -  DATTO (1964)
 GE0269
 GE0269                         *CURRENT SURVEY CONTROL
 GE0269  ___________________________________________________________________
 GE0269* NAD 83(1986)-  36 29 29.     (N)    090 42 41.     (W)     SCALED    
 GE0269* NAVD 88     -        88.026  (meters)     288.80   (feet)  ADJUSTED  
 GE0269  ___________________________________________________________________
 GE0269  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GE0269  DYNAMIC HT  -          87.955 (meters)     288.57  (feet)  COMP
 GE0269  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 GE0269
 GE0269  VERT ORDER  -  FIRST     CLASS II
 GE0269
 GE0269.The horizontal coordinates were scaled from a topographic map and have
 GE0269.an estimated accuracy of +/- 6 seconds.
 GE0269
 GE0269.The orthometric height was determined by differential leveling
 GE0269.and adjusted by the National Geodetic Survey in June 1991..
 GE0269
 GE0269.The geoid height was determined by GEOID03.
 GE0269
 GE0269.The dynamic height is computed by dividing the NAVD 88
 GE0269.geopotential number by the normal gravity value computed on the
 GE0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0269.degrees latitude (g = 980.6199 gals.).
 GE0269
 GE0269.The modeled gravity was interpolated from observed gravity values.
 GE0269
 GE0269;                    North         East    Units  Estimated Accuracy
 GE0269;SPC AR N     -   240,190.      515,470.      MT  (+/- 180 meters Scaled)
 GE0269
 GE0269                          SUPERSEDED SURVEY CONTROL
 GE0269
 GE0269  NGVD 29 (??/??/92)   87.998  (m)          288.71   (f) ADJ UNCH    1 2
 GE0269
 GE0269.Superseded values are not recommended for survey control.
 GE0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0269.See file dsdata.txt to determine how the superseded data were derived.
 GE0269
 GE0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA049408(NAD 83)
 GE0269_MARKER: DB = BENCH MARK DISK
 GE0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0269_STAMPING: 288.717 M 25 1932
 GE0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0269+STABILITY: SURFACE MOTION
 GE0269
 GE0269  HISTORY     - Date     Condition        Report By
 GE0269  HISTORY     - 1932     MONUMENTED       CGS
 GE0269  HISTORY     - 1934     GOOD             NGS
 GE0269  HISTORY     - 1972     MARK NOT FOUND   USGS
 GE0269  HISTORY     - 1976     MARK NOT FOUND   USGS
 GE0269
 GE0269                          STATION DESCRIPTION
 GE0269
 GE0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0269'0.9 MI S FROM SINSABAUGH.
 GE0269'IN CLAY COUNTY, ARKANSAS, 0.9 MILE SOUTH ALONG THE ST. LOUIS-SAN
 GE0269'FRANCISCO RAILWAY FROM THE STATION AT SINSABAUGH, RIPLEY COUNTY,
 GE0269'MISSOURI, 1/2 POLE SOUTH OF MILEPOST 221, AT A ROAD CROSSING,
 GE0269'50 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 22 FEET WEST OF
 GE0269'THE TRACK, A STANDARD DISK, STAMPED 288.717 M 25 1932 AND SET
 GE0269'IN THE TOP OF A CONCRETE POST.
 GE0269
 GE0269                          STATION RECOVERY (1972)
 GE0269
 GE0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GE0269'MARK NOT FOUND.
 GE0269
 GE0269                          STATION RECOVERY (1976)
 GE0269
 GE0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GE0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1165 ***********************************************************************
 FG1165  DESIGNATION -  M 25
 FG1165  PID         -  FG1165
 FG1165  STATE/COUNTY-  AR/YELL
 FG1165  USGS QUAD   -  OLA (1972)
 FG1165
 FG1165                         *CURRENT SURVEY CONTROL
 FG1165  ___________________________________________________________________
 FG1165* NAD 83(1986)-  35 01 57.     (N)    093 12 58.     (W)     SCALED    
 FG1165* NAVD 88     -       106.225  (meters)     348.51   (feet)  ADJUSTED  
 FG1165  ___________________________________________________________________
 FG1165  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1165  DYNAMIC HT  -         106.121 (meters)     348.17  (feet)  COMP
 FG1165  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 FG1165
 FG1165  VERT ORDER  -  SECOND    CLASS 0
 FG1165
 FG1165.The horizontal coordinates were scaled from a topographic map and have
 FG1165.an estimated accuracy of +/- 6 seconds.
 FG1165
 FG1165.The orthometric height was determined by differential leveling
 FG1165.and adjusted by the National Geodetic Survey in June 1991..
 FG1165
 FG1165.The geoid height was determined by GEOID03.
 FG1165
 FG1165.The dynamic height is computed by dividing the NAVD 88
 FG1165.geopotential number by the normal gravity value computed on the
 FG1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1165.degrees latitude (g = 980.6199 gals.).
 FG1165
 FG1165.The modeled gravity was interpolated from observed gravity values.
 FG1165
 FG1165;                    North         East    Units  Estimated Accuracy
 FG1165;SPC AR N     -    78,250.      289,030.      MT  (+/- 180 meters Scaled)
 FG1165
 FG1165                          SUPERSEDED SURVEY CONTROL
 FG1165
 FG1165  NGVD 29 (??/??/92)  106.194  (m)          348.40   (f) ADJ UNCH    2 0
 FG1165
 FG1165.Superseded values are not recommended for survey control.
 FG1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1165.See file dsdata.txt to determine how the superseded data were derived.
 FG1165
 FG1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU802766(NAD 83)
 FG1165_MARKER: DB = BENCH MARK DISK
 FG1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1165_STAMPING: M-25 1932
 FG1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1165+STABILITY: SURFACE MOTION
 FG1165
 FG1165  HISTORY     - Date     Condition        Report By
 FG1165  HISTORY     - 1932     MONUMENTED       CGS
 FG1165  HISTORY     - 1935     GOOD             NGS
 FG1165
 FG1165                          STATION DESCRIPTION
 FG1165
 FG1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1165'IN OLA.
 FG1165'IN THE TOWN OF OLA, AT CHICAGO, ROCK ISLAND AND PACIFIC RY. STATION.
 FG1165'515 FEET EAST OF EAST END OF STATION BUILDING.  78 FEET NORTH OF
 FG1165'CENTERLINE OF MAIN LINE TRACK OF CHICAGO, ROCK ISLAND AND PACIFIC RY.
 FG1165'15 FEET WEST OF CENTERLINE OF GRADED ROAD CROSSING.  TABLET SET IN
 FG1165'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1466 ***********************************************************************
 EJ1466  DESIGNATION -  M 25
 EJ1466  PID         -  EJ1466
 EJ1466  STATE/COUNTY-  AR/POLK
 EJ1466  USGS QUAD   -  BIG FORK (1980)
 EJ1466
 EJ1466                         *CURRENT SURVEY CONTROL
 EJ1466  ___________________________________________________________________
 EJ1466* NAD 83(1986)-  34 27 01.     (N)    093 58 40.     (W)     SCALED    
 EJ1466* NAVD 88     -       369.047  (meters)    1210.78   (feet)  ADJUSTED  
 EJ1466  ___________________________________________________________________
 EJ1466  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 EJ1466  DYNAMIC HT  -         368.655 (meters)    1209.50  (feet)  COMP
 EJ1466  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 EJ1466
 EJ1466  VERT ORDER  -  SECOND    CLASS 0
 EJ1466
 EJ1466.The horizontal coordinates were scaled from a topographic map and have
 EJ1466.an estimated accuracy of +/- 6 seconds.
 EJ1466
 EJ1466.The orthometric height was determined by differential leveling
 EJ1466.and adjusted by the National Geodetic Survey in June 1991..
 EJ1466
 EJ1466.The geoid height was determined by GEOID03.
 EJ1466
 EJ1466.The dynamic height is computed by dividing the NAVD 88
 EJ1466.geopotential number by the normal gravity value computed on the
 EJ1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1466.degrees latitude (g = 980.6199 gals.).
 EJ1466
 EJ1466.The modeled gravity was interpolated from observed gravity values.
 EJ1466
 EJ1466;                    North         East    Units  Estimated Accuracy
 EJ1466;SPC AR S     -   599,580.      218,280.      MT  (+/- 180 meters Scaled)
 EJ1466
 EJ1466                          SUPERSEDED SURVEY CONTROL
 EJ1466
 EJ1466  NGVD 29 (??/??/92)  368.974  (m)         1210.54   (f) ADJ UNCH    2 0
 EJ1466
 EJ1466.Superseded values are not recommended for survey control.
 EJ1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1466.See file dsdata.txt to determine how the superseded data were derived.
 EJ1466
 EJ1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU101125(NAD 83)
 EJ1466_MARKER: DD = SURVEY DISK
 EJ1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1466_STAMPING: M 25 1934
 EJ1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1466+STABILITY: SURFACE MOTION
 EJ1466
 EJ1466  HISTORY     - Date     Condition        Report By
 EJ1466  HISTORY     - 1934     MONUMENTED       ARGS
 EJ1466  HISTORY     - 1961     GOOD             NGS
 EJ1466
 EJ1466                          STATION DESCRIPTION
 EJ1466
 EJ1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1466'3.7 MI S FROM BIG FORK.
 EJ1466'1.5 MILES SE ALONG ST HWY 8 FROM THE BUTCHERKNIFE CREEK BRIDGE AT BIG
 EJ1466'FORK, POLK COUNTY, THENCE 2.1 MILES SW ALONG THE BIG FORK-ATHENS RD,
 EJ1466'IN THE NW QUARTER OF THE NE QUARTER OF SECTION 34, T 3 S, R 28 W, 28
 EJ1466'FT S OF THE CENTERLINE OF THE ROAD, AND 90 FT E AND 30 FT S OF THE
 EJ1466'CENTERLINE OF A CONCRETE BRIDGE.  A STATE SURVEY STANDARD DISK STAMPED
 EJ1466'M 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0531 ***********************************************************************
 EJ0531  DESIGNATION -  M 250
 EJ0531  PID         -  EJ0531
 EJ0531  STATE/COUNTY-  AR/JEFFERSON
 EJ0531  USGS QUAD   -  WRIGHT (1975)
 EJ0531
 EJ0531                         *CURRENT SURVEY CONTROL
 EJ0531  ___________________________________________________________________
 EJ0531* NAD 83(1986)-  34 22 37.     (N)    092 04 26.     (W)     SCALED    
 EJ0531* NAVD 88     -        67.626  (meters)     221.87   (feet)  ADJUSTED  
 EJ0531  ___________________________________________________________________
 EJ0531  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EJ0531  DYNAMIC HT  -          67.562 (meters)     221.66  (feet)  COMP
 EJ0531  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 EJ0531
 EJ0531  VERT ORDER  -  SECOND    CLASS 0
 EJ0531
 EJ0531.The horizontal coordinates were scaled from a topographic map and have
 EJ0531.an estimated accuracy of +/- 6 seconds.
 EJ0531
 EJ0531.The orthometric height was determined by differential leveling
 EJ0531.and adjusted by the National Geodetic Survey in June 1991..
 EJ0531
 EJ0531.The geoid height was determined by GEOID03.
 EJ0531
 EJ0531.The dynamic height is computed by dividing the NAVD 88
 EJ0531.geopotential number by the normal gravity value computed on the
 EJ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0531.degrees latitude (g = 980.6199 gals.).
 EJ0531
 EJ0531.The modeled gravity was interpolated from observed gravity values.
 EJ0531
 EJ0531;                    North         East    Units  Estimated Accuracy
 EJ0531;SPC AR S     -   589,700.      393,210.      MT  (+/- 180 meters Scaled)
 EJ0531
 EJ0531                          SUPERSEDED SURVEY CONTROL
 EJ0531
 EJ0531  NGVD 29 (??/??/92)   67.720  (m)          222.18   (f) ADJ UNCH    2 0
 EJ0531
 EJ0531.Superseded values are not recommended for survey control.
 EJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0531.See file dsdata.txt to determine how the superseded data were derived.
 EJ0531
 EJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU851043(NAD 83)
 EJ0531_MARKER: DB = BENCH MARK DISK
 EJ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0531_STAMPING: M 250 1940
 EJ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0531+STABILITY: SURFACE MOTION
 EJ0531
 EJ0531  HISTORY     - Date     Condition        Report By
 EJ0531  HISTORY     - 1940     MONUMENTED       CGS
 EJ0531
 EJ0531                          STATION DESCRIPTION
 EJ0531
 EJ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0531'6.6 MI NE FROM JEFFERSON SPRINGS.
 EJ0531'6.6 MILES NORTHEAST ALONG GRADED ROAD AND DIRT ROAD TO MCCOYS FARM AND
 EJ0531'FIELD ROAD TO RIVER FROM MISSOURI PACIFIC RAILROAD STATION AT
 EJ0531'JEFFERSON SPRINGS.  TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT
 EJ0531'JEFFERSON SPRINGS, PROCEED NORTH NORTHWEST ALONG TRACK, GO 0.4 MILE.
 EJ0531'TURN RIGHT (EAST NORTHEAST) AND FOLLOW GRADED DIRT ROAD TOWARDS RIVER,
 EJ0531'GO 5.1 MILES.  TURN LEFT ONTO DIRT ROAD, GO 120 YARDS. TAKE RIGHT
 EJ0531'FORK, GO 0.3 MILE.  TAKE LEFT FORK, GO 0.3 MILE TO UNPAINTED HOUSE ON
 EJ0531'MCCOYS FARM.  CONTINUE EASTERLY PAST UNPAINTED HOUSE ON MCCOYS FARM
 EJ0531'THROUGH FIELD TO MCCOYS PRIVATE LEVEE, GO 0.5 MILE. BENCH MARK IS ON
 EJ0531'TOP OF THE SMALL LEVEE.  15 FEET NORTH OF ROAD THROUGH GATE AND ACROSS
 EJ0531'TOP OF LEVEE.  13 FEET EAST OF WIRE FENCE. A 4 X 4 INCH CYPRESS POST
 EJ0531'PAINTED WHITE PROJECTING 18 INCHES IS 5 FEET AT 355 DEG MAGNETIC FROM
 EJ0531'THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1774 ***********************************************************************
 EH1774  DESIGNATION -  M 251
 EH1774  PID         -  EH1774
 EH1774  STATE/COUNTY-  AR/JEFFERSON
 EH1774  USGS QUAD   -  ROB ROY (1971)
 EH1774
 EH1774                         *CURRENT SURVEY CONTROL
 EH1774  ___________________________________________________________________
 EH1774* NAD 83(1986)-  34 16 53.     (N)    091 58 52.     (W)     SCALED    
 EH1774* NAVD 88     -        64.860  (meters)     212.79   (feet)  ADJUSTED  
 EH1774  ___________________________________________________________________
 EH1774  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1774  DYNAMIC HT  -          64.798 (meters)     212.59  (feet)  COMP
 EH1774  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 EH1774
 EH1774  VERT ORDER  -  SECOND    CLASS 0
 EH1774
 EH1774.The horizontal coordinates were scaled from a topographic map and have
 EH1774.an estimated accuracy of +/- 6 seconds.
 EH1774
 EH1774.The orthometric height was determined by differential leveling
 EH1774.and adjusted by the National Geodetic Survey in June 1991..
 EH1774
 EH1774.The geoid height was determined by GEOID03.
 EH1774
 EH1774.The dynamic height is computed by dividing the NAVD 88
 EH1774.geopotential number by the normal gravity value computed on the
 EH1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1774.degrees latitude (g = 980.6199 gals.).
 EH1774
 EH1774.The modeled gravity was interpolated from observed gravity values.
 EH1774
 EH1774;                    North         East    Units  Estimated Accuracy
 EH1774;SPC AR S     -   579,090.      401,740.      MT  (+/- 180 meters Scaled)
 EH1774
 EH1774                          SUPERSEDED SURVEY CONTROL
 EH1774
 EH1774  NGVD 29 (??/??/??)   64.892  (m)          212.90   (f) ADJUSTED    2 0
 EH1774
 EH1774.Superseded values are not recommended for survey control.
 EH1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1774.See file dsdata.txt to determine how the superseded data were derived.
 EH1774
 EH1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT937938(NAD 83)
 EH1774_MARKER: DB = BENCH MARK DISK
 EH1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1774_STAMPING: M 251 1940
 EH1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1774+STABILITY: SURFACE MOTION
 EH1774
 EH1774  HISTORY     - Date     Condition        Report By
 EH1774  HISTORY     - 1940     MONUMENTED       CGS
 EH1774  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1774
 EH1774                          STATION DESCRIPTION
 EH1774
 EH1774'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1774'4.5 MI N FROM PINE BLUFF.
 EH1774'4.5 MILES NORTH ALONG U. S. HIGHWAY 79 FROM THE CITY LIMITS OF PINE
 EH1774'BLUFF, JEFFERSON COUNTY, 1.0 MILE SOUTHEAST FROM THE NORTHEAST END OF
 EH1774'THE JEFFERSON COUNTY FREE BRIDGE ALONG A DIRT ROAD PARALLELING THE
 EH1774'LEVEE, AT A CURVE IN THE LEVEE, 36 YARDS NORTHEAST OF THE CENTERLINE
 EH1774'OF THE LEVEE, 75 FEET EAST OF A TENANT HOUSE, 9 FEET SOUTH OF A
 EH1774'20-INCH MULBERRY TREE, AND 4 FEET WEST OF A 4 BY 4-INCH WHITE POST
 EH1774'PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED M 251
 EH1774'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EH1774'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0179 ***********************************************************************
 EJ0179  DESIGNATION -  M 252
 EJ0179  PID         -  EJ0179
 EJ0179  STATE/COUNTY-  AR/PULASKI
 EJ0179  USGS QUAD   -  KEO (1987)
 EJ0179
 EJ0179                         *CURRENT SURVEY CONTROL
 EJ0179  ___________________________________________________________________
 EJ0179* NAD 83(1986)-  34 33 34.     (N)    092 06 02.     (W)     SCALED    
 EJ0179* NAVD 88     -        71.553  (meters)     234.75   (feet)  ADJUSTED  
 EJ0179  ___________________________________________________________________
 EJ0179  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EJ0179  DYNAMIC HT  -          71.486 (meters)     234.53  (feet)  COMP
 EJ0179  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 EJ0179
 EJ0179  VERT ORDER  -  SECOND    CLASS 0
 EJ0179
 EJ0179.The horizontal coordinates were scaled from a topographic map and have
 EJ0179.an estimated accuracy of +/- 6 seconds.
 EJ0179
 EJ0179.The orthometric height was determined by differential leveling
 EJ0179.and adjusted by the National Geodetic Survey in June 1991..
 EJ0179
 EJ0179.The geoid height was determined by GEOID03.
 EJ0179
 EJ0179.The dynamic height is computed by dividing the NAVD 88
 EJ0179.geopotential number by the normal gravity value computed on the
 EJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0179.degrees latitude (g = 980.6199 gals.).
 EJ0179
 EJ0179.The modeled gravity was interpolated from observed gravity values.
 EJ0179
 EJ0179;                    North         East    Units  Estimated Accuracy
 EJ0179;SPC AR S     -   609,940.      390,770.      MT  (+/- 180 meters Scaled)
 EJ0179
 EJ0179                          SUPERSEDED SURVEY CONTROL
 EJ0179
 EJ0179  NGVD 29 (??/??/92)   71.589  (m)          234.87   (f) ADJ UNCH    2 0
 EJ0179
 EJ0179.Superseded values are not recommended for survey control.
 EJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0179.See file dsdata.txt to determine how the superseded data were derived.
 EJ0179
 EJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU825245(NAD 83)
 EJ0179_MARKER: DB = BENCH MARK DISK
 EJ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0179_STAMPING: M 252 1940
 EJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0179+STABILITY: SURFACE MOTION
 EJ0179
 EJ0179  HISTORY     - Date     Condition        Report By
 EJ0179  HISTORY     - 1940     MONUMENTED       CGS
 EJ0179  HISTORY     - 1955     GOOD             NGS
 EJ0179  HISTORY     - 198412   MARK NOT FOUND   USGS
 EJ0179  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0179
 EJ0179                          STATION DESCRIPTION
 EJ0179
 EJ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0179'12.2 MI NW FROM WRIGHT.
 EJ0179'IN PULASKI COUNTY, 12.2 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD
 EJ0179'FROM THE POST OFFICE AT WRIGHT, JEFFERSON COUNTY, 400 FEET SOUTH OF
 EJ0179'THE CROSSING OF THE OLD AND NEW LEVEES, 52 FEET EAST OF THE CENTERLINE
 EJ0179'OF THE LEVEE, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 EJ0179'SOUTHWEST OF A CORNER FENCE POST, AND 2 FEET EAST OF A 4 BY 4-INCH
 EJ0179'WHITE POST PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK,
 EJ0179'STAMPED M 252 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 EJ0179'INCHES ABOVE GROUND.
 EJ0179
 EJ0179                          STATION RECOVERY (1955)
 EJ0179
 EJ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 EJ0179'RECOVERED IN GOOD CONDITION.
 EJ0179
 EJ0179                          STATION RECOVERY (1984)
 EJ0179
 EJ0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0179'MARK NOT FOUND.
 EJ0179
 EJ0179                          STATION RECOVERY (1989)
 EJ0179
 EJ0179'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1088 ***********************************************************************
 FG1088  DESIGNATION -  M 253 RESET
 FG1088  PID         -  FG1088
 FG1088  STATE/COUNTY-  AR/YELL
 FG1088  USGS QUAD   -  DELAWARE (1993)
 FG1088
 FG1088                         *CURRENT SURVEY CONTROL
 FG1088  ___________________________________________________________________
 FG1088* NAD 83(1986)-  35 16 35.     (N)    093 15 44.     (W)     SCALED    
 FG1088* NAVD 88     -       107.27   (meters)     351.9    (feet)  RESET     
 FG1088  ___________________________________________________________________
 FG1088  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1088
 FG1088  VERT ORDER  -  THIRD
 FG1088
 FG1088.The horizontal coordinates were scaled from a topographic map and have
 FG1088.an estimated accuracy of +/- 6 seconds.
 FG1088
 FG1088.The orthometric height was computed from unverified reset data.
 FG1088
 FG1088.The geoid height was determined by GEOID03.
 FG1088
 FG1088;                    North         East    Units  Estimated Accuracy
 FG1088;SPC AR N     -   105,360.      285,170.      MT  (+/- 180 meters Scaled)
 FG1088
 FG1088                          SUPERSEDED SURVEY CONTROL
 FG1088
 FG1088.No superseded survey control is available for this station.
 FG1088
 FG1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV761037(NAD 83)
 FG1088_MARKER: DB = BENCH MARK DISK
 FG1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1088_STAMPING: M 253 RESET 1962
 FG1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1088+STABILITY: SURFACE MOTION
 FG1088
 FG1088  HISTORY     - Date     Condition        Report By
 FG1088  HISTORY     - 1962     MONUMENTED       CGS
 FG1088
 FG1088                          STATION DESCRIPTION
 FG1088
 FG1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG1088'2.9 MI E FROM DELAWARE.
 FG1088'LOCATED 2.0 MILES EAST ALONG STATE HIGHWAY 22 FROM DELAWARE, 0.9 MILE
 FG1088'EAST OF THE YELL-LOGAN COUNTY LINE AND ON THE EAST SLOPE OF THE HILL.
 FG1088'IT IS 61.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET WEST OF
 FG1088'THE WEST END OF A WIRE GATE, 9 FEET WEST OF THE CENTER OF A WOODS ROAD
 FG1088'LEADING SOUTH, 139 FEET EAST OF A POWER POLE WHICH SETS ON THE TOP OF
 FG1088'A SMALL RISE, 133 FEET WEST OF A CONCRETE BOX CULVERT, 2 FEET SOUTH OF
 FG1088'A ROW OF POWER POLES, 1 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN
 FG1088'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1963 ***********************************************************************
 FG1963  DESIGNATION -  M 254 RESET
 FG1963  PID         -  FG1963
 FG1963  STATE/COUNTY-  AR/LOGAN
 FG1963  USGS QUAD   -  HARTMAN (1993)
 FG1963
 FG1963                         *CURRENT SURVEY CONTROL
 FG1963  ___________________________________________________________________
 FG1963* NAD 83(1986)-  35 22 43.     (N)    093 32 29.     (W)     SCALED    
 FG1963* NAVD 88     -       121.42   (meters)     398.4    (feet)  RESET     
 FG1963  ___________________________________________________________________
 FG1963  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FG1963
 FG1963  VERT ORDER  -  THIRD
 FG1963
 FG1963.The horizontal coordinates were scaled from a topographic map and have
 FG1963.an estimated accuracy of +/- 6 seconds.
 FG1963
 FG1963.The orthometric height was computed from unverified reset data.
 FG1963
 FG1963.The geoid height was determined by GEOID03.
 FG1963
 FG1963;                    North         East    Units  Estimated Accuracy
 FG1963;SPC AR N     -   117,060.      259,950.      MT  (+/- 180 meters Scaled)
 FG1963
 FG1963                          SUPERSEDED SURVEY CONTROL
 FG1963
 FG1963  NGVD 29 (08/21/02)  121.38   (m)          398.2    (f) RESET       3  
 FG1963
 FG1963.Superseded values are not recommended for survey control.
 FG1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1963.See file dsdata.txt to determine how the superseded data were derived.
 FG1963
 FG1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV508151(NAD 83)
 FG1963_MARKER: DV = VERTICAL CONTROL DISK
 FG1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1963_SP_SET: CONCRETE POST
 FG1963_STAMPING: M 254 RESET 1987
 FG1963_MARK LOGO: NGS   
 FG1963_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1963+STABILITY: SURFACE MOTION
 FG1963
 FG1963  HISTORY     - Date     Condition        Report By
 FG1963  HISTORY     - 1987     MONUMENTED       ARHD
 FG1963
 FG1963                          STATION DESCRIPTION
 FG1963
 FG1963'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1987
 FG1963'0.4 MILES (0.6 KM) SOUTH OF MORRISON BLUFF ALONG STATE HIGHWAY 109 TO
 FG1963'JUNCTION OF STATE HIGHWAY 393, THENCE 0.645 MILES (1.038 KM) WEST
 FG1963'ALONG HIGHWAY 393, THENCE 40 FEET (12.2 M) SOUTH OF HIGHWAY
 FG1963'CENTERLINE TO SOUTH RIGHT-OF-WAY LINE OF HIGHWAY, 70 FEET (21.3 M)
 FG1963'WEST OF CENTER OF DRIVEWAY TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0847 ***********************************************************************
 DL0847  DESIGNATION -  M 257
 DL0847  PID         -  DL0847
 DL0847  STATE/COUNTY-  AR/MILLER
 DL0847  USGS QUAD   -  MANDEVILLE (1975)
 DL0847
 DL0847                         *CURRENT SURVEY CONTROL
 DL0847  ___________________________________________________________________
 DL0847* NAD 83(1986)-  33 27 28.     (N)    093 59 42.     (W)     SCALED    
 DL0847* NAVD 88     -       111.332  (meters)     365.26   (feet)  ADJUSTED  
 DL0847  ___________________________________________________________________
 DL0847  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL0847  DYNAMIC HT  -         111.214 (meters)     364.87  (feet)  COMP
 DL0847  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 DL0847
 DL0847  VERT ORDER  -  SECOND    CLASS 0
 DL0847
 DL0847.This mark is at Texarkana Regional-Webb Fld Airport (TXK)
 DL0847
 DL0847.The horizontal coordinates were scaled from a topographic map and have
 DL0847.an estimated accuracy of +/- 6 seconds.
 DL0847
 DL0847.The orthometric height was determined by differential leveling
 DL0847.and adjusted by the National Geodetic Survey in June 1991..
 DL0847
 DL0847.The geoid height was determined by GEOID03.
 DL0847
 DL0847.The dynamic height is computed by dividing the NAVD 88
 DL0847.geopotential number by the normal gravity value computed on the
 DL0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0847.degrees latitude (g = 980.6199 gals.).
 DL0847
 DL0847.The modeled gravity was interpolated from observed gravity values.
 DL0847
 DL0847;                    North         East    Units  Estimated Accuracy
 DL0847;SPC AR S     -   489,550.      214,550.      MT  (+/- 180 meters Scaled)
 DL0847
 DL0847                          SUPERSEDED SURVEY CONTROL
 DL0847
 DL0847  NGVD 29 (??/??/92)  111.355  (m)          365.34   (f) ADJ UNCH    2 0
 DL0847
 DL0847.Superseded values are not recommended for survey control.
 DL0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0847.See file dsdata.txt to determine how the superseded data were derived.
 DL0847
 DL0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT075024(NAD 83)
 DL0847_MARKER: DB = BENCH MARK DISK
 DL0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0847_SP_SET: BUILDING
 DL0847_STAMPING: M 257 1945
 DL0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0847
 DL0847  HISTORY     - Date     Condition        Report By
 DL0847  HISTORY     - 1945     MONUMENTED       CGS
 DL0847  HISTORY     - 1964     GOOD             NGS
 DL0847  HISTORY     - 1981     GOOD             CGS
 DL0847
 DL0847                          STATION DESCRIPTION
 DL0847
 DL0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0847'4.1 MI NE FROM TEXARKANA.
 DL0847'4.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 DL0847'STATION AT TEXARKANA, MILLER COUNTY, AT TEXARKANA AIRPORT, IN THE
 DL0847'SOUTH BRICK WALL OF THE ADMINISTRATION BUILDING, 2 FEET EAST OF THE
 DL0847'SOUTHWEST CORNER, AND ABOUT 3-1/2 FEET ABOVE THE GROUND.  A STANDARD
 DL0847'DISK, STAMPED M 257 1945 AND SET VERTICALLY.  NOTE-- A NEW
 DL0847'ADMINISTRATION BUILDING HAS BEEN CONSTRUCTED AND THE ONE MENTIONED IN
 DL0847'THE DESCRIPTION IS NOW USED BY THE FEDERAL AVIATION AGENCY AND IS
 DL0847'NORTH OF THE NEW BUILDING.
 DL0847
 DL0847                          STATION RECOVERY (1981)
 DL0847
 DL0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 DL0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1137 ***********************************************************************
 DL1137  DESIGNATION -  M 258
 DL1137  PID         -  DL1137
 DL1137  STATE/COUNTY-  AR/MILLER
 DL1137  USGS QUAD   -  GARLAND (1975)
 DL1137
 DL1137                         *CURRENT SURVEY CONTROL
 DL1137  ___________________________________________________________________
 DL1137* NAD 83(1986)-  33 16 10.     (N)    093 44 00.     (W)     SCALED    
 DL1137* NAVD 88     -        67.442  (meters)     221.27   (feet)  ADJUSTED  
 DL1137  ___________________________________________________________________
 DL1137  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DL1137  DYNAMIC HT  -          67.369 (meters)     221.03  (feet)  COMP
 DL1137  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 DL1137
 DL1137  VERT ORDER  -  FIRST     CLASS I
 DL1137
 DL1137.The horizontal coordinates were scaled from a topographic map and have
 DL1137.an estimated accuracy of +/- 6 seconds.
 DL1137
 DL1137.The orthometric height was determined by differential leveling
 DL1137.and adjusted by the National Geodetic Survey in June 1991..
 DL1137
 DL1137.The geoid height was determined by GEOID03.
 DL1137
 DL1137.The dynamic height is computed by dividing the NAVD 88
 DL1137.geopotential number by the normal gravity value computed on the
 DL1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1137.degrees latitude (g = 980.6199 gals.).
 DL1137
 DL1137.The modeled gravity was interpolated from observed gravity values.
 DL1137
 DL1137;                    North         East    Units  Estimated Accuracy
 DL1137;SPC AR S     -   468,220.      238,520.      MT  (+/- 180 meters Scaled)
 DL1137
 DL1137                          SUPERSEDED SURVEY CONTROL
 DL1137
 DL1137  NGVD 29 (??/??/??)   67.471  (m)          221.36   (f) ADJUSTED    1 1
 DL1137
 DL1137.Superseded values are not recommended for survey control.
 DL1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1137.See file dsdata.txt to determine how the superseded data were derived.
 DL1137
 DL1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS317813(NAD 83)
 DL1137_MARKER: DB = BENCH MARK DISK
 DL1137_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1137+WITH SETTING: INTO GROUND
 DL1137_SP_SET: METAL ROD WITH BASE PLATE
 DL1137_STAMPING: M 258 1977
 DL1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1137+STABILITY: SURFACE MOTION
 DL1137
 DL1137  HISTORY     - Date     Condition        Report By
 DL1137  HISTORY     - 1977     MONUMENTED       NGS
 DL1137
 DL1137                          STATION DESCRIPTION
 DL1137
 DL1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1137'10.9 MI EAST FROM GARLAND.
 DL1137'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1137'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1137'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1137'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO
 DL1137'A T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG A GRAVEL
 DL1137'ROAD TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG GRAVEL ROAD
 DL1137'TO A T JUNCTION, THENCE 0.3 MILE EAST ALONG GRAVEL ROAD TO A
 DL1137'SHARP CURVE IN ROAD, 29 FEET NORTH OF THE CENTER OF ROAD, AND
 DL1137'5 FEET EAST OF A POWER POLE WITH 2 GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1111 ***********************************************************************
 DL1111  DESIGNATION -  M 259
 DL1111  PID         -  DL1111
 DL1111  STATE/COUNTY-  AR/MILLER
 DL1111  USGS QUAD   -  DODDRIDGE (1975)
 DL1111
 DL1111                         *CURRENT SURVEY CONTROL
 DL1111  ___________________________________________________________________
 DL1111* NAD 83(1986)-  33 05 37.     (N)    093 54 02.     (W)     SCALED    
 DL1111* NAVD 88     -        69.710  (meters)     228.71   (feet)  ADJUSTED  
 DL1111  ___________________________________________________________________
 DL1111  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DL1111  DYNAMIC HT  -          69.634 (meters)     228.46  (feet)  COMP
 DL1111  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 DL1111
 DL1111  VERT ORDER  -  FIRST     CLASS I
 DL1111
 DL1111.The horizontal coordinates were scaled from a topographic map and have
 DL1111.an estimated accuracy of +/- 6 seconds.
 DL1111
 DL1111.The orthometric height was determined by differential leveling
 DL1111.and adjusted by the National Geodetic Survey in June 1991..
 DL1111
 DL1111.The geoid height was determined by GEOID03.
 DL1111
 DL1111.The dynamic height is computed by dividing the NAVD 88
 DL1111.geopotential number by the normal gravity value computed on the
 DL1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1111.degrees latitude (g = 980.6199 gals.).
 DL1111
 DL1111.The modeled gravity was interpolated from observed gravity values.
 DL1111
 DL1111;                    North         East    Units  Estimated Accuracy
 DL1111;SPC AR S     -   449,000.      222,580.      MT  (+/- 180 meters Scaled)
 DL1111
 DL1111                          SUPERSEDED SURVEY CONTROL
 DL1111
 DL1111  NGVD 29 (??/??/??)   69.744  (m)          228.82   (f) ADJUSTED    1 1
 DL1111
 DL1111.Superseded values are not recommended for survey control.
 DL1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1111.See file dsdata.txt to determine how the superseded data were derived.
 DL1111
 DL1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS159620(NAD 83)
 DL1111_MARKER: DB = BENCH MARK DISK
 DL1111_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1111+WITH SETTING: INTO GROUND
 DL1111_SP_SET: METAL ROD WITH BASE PLATE
 DL1111_STAMPING: M 259 1977
 DL1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1111+STABILITY: SURFACE MOTION
 DL1111
 DL1111  HISTORY     - Date     Condition        Report By
 DL1111  HISTORY     - 1977     MONUMENTED       NGS
 DL1111
 DL1111                          STATION DESCRIPTION
 DL1111
 DL1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1111'IN DODDRIDGE.
 DL1111'AT DODDRIDGE, 0.05 MILE NORTH ALONG U.S. HIGHWAY 71 FROM THE
 DL1111'INTERSECTION OF STATE HIGHWAY 160, 44 FEET WEST OF THE CENTER
 DL1111'LINE OF HIGHWAY 71, 7 FEET NORTH OF A POWER POLE, NUMBER 2A12
 DL1111'WITH GUY WIRES AND TRANSFORMER, 28 FEET NORTHWEST OF THE WEST
 DL1111'END OF A SMALL CONCRETE PIPE CULVERT UNDER HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0054 ***********************************************************************
 GG0054  DESIGNATION -  M 26
 GG0054  PID         -  GG0054
 GG0054  STATE/COUNTY-  AR/BENTON
 GG0054  USGS QUAD   -  PEA RIDGE (1981)
 GG0054
 GG0054                         *CURRENT SURVEY CONTROL
 GG0054  ___________________________________________________________________
 GG0054* NAD 83(1986)-  36 26 10.     (N)    094 00 06.     (W)     SCALED    
 GG0054* NAVD 88     -       443.461  (meters)    1454.92   (feet)  ADJUSTED  
 GG0054  ___________________________________________________________________
 GG0054  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GG0054  DYNAMIC HT  -         443.071 (meters)    1453.64  (feet)  COMP
 GG0054  MODELED GRAV-     979,738.7   (mgal)                       NAVD 88
 GG0054
 GG0054  VERT ORDER  -  FIRST     CLASS II
 GG0054
 GG0054.The horizontal coordinates were scaled from a topographic map and have
 GG0054.an estimated accuracy of +/- 6 seconds.
 GG0054
 GG0054.The orthometric height was determined by differential leveling
 GG0054.and adjusted by the National Geodetic Survey in June 1991..
 GG0054
 GG0054.The geoid height was determined by GEOID03.
 GG0054
 GG0054.The dynamic height is computed by dividing the NAVD 88
 GG0054.geopotential number by the normal gravity value computed on the
 GG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0054.degrees latitude (g = 980.6199 gals.).
 GG0054
 GG0054.The modeled gravity was interpolated from observed gravity values.
 GG0054
 GG0054;                    North         East    Units  Estimated Accuracy
 GG0054;SPC AR N     -   235,120.      220,530.      MT  (+/- 180 meters Scaled)
 GG0054
 GG0054                          SUPERSEDED SURVEY CONTROL
 GG0054
 GG0054  NGVD 29 (??/??/92)  443.310  (m)         1454.43   (f) ADJ UNCH    1 2
 GG0054
 GG0054.Superseded values are not recommended for survey control.
 GG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0054.See file dsdata.txt to determine how the superseded data were derived.
 GG0054
 GG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA102327(NAD 83)
 GG0054_MARKER: DB = BENCH MARK DISK
 GG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0054_STAMPING: M 26 1932
 GG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0054+STABILITY: SURFACE MOTION
 GG0054
 GG0054  HISTORY     - Date     Condition        Report By
 GG0054  HISTORY     - 1932     MONUMENTED       CGS
 GG0054  HISTORY     - 1961     GOOD             NGS
 GG0054  HISTORY     - 1979     GOOD             NPS
 GG0054  HISTORY     - 1987     GOOD             USPSQD
 GG0054  HISTORY     - 1988     GOOD             USPSQD
 GG0054
 GG0054                          STATION DESCRIPTION
 GG0054
 GG0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0054'2 MI S FROM GARFIELD.
 GG0054'2.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0054'FROM GARFIELD, BENTON COUNTY, 28-1/4 POLES SOUTH OF MILEPOST 321,
 GG0054'AT A ROAD CROSSING, 18 FEET WEST OF THE TRACK, AND 5 FEET NORTH
 GG0054'OF THE ROAD.  A STANDARD DISK, STAMPED M 26 1932 AND SET IN THE
 GG0054'TOP OF A CONCRETE POST.  NOTE-- ROAD CROSSING HAS BEEN ABANDONED.
 GG0054
 GG0054                          STATION RECOVERY (1979)
 GG0054
 GG0054'RECOVERY NOTE BY NATIONAL PARK SERVICE 1979
 GG0054'RECOVERED IN GOOD CONDITION.
 GG0054
 GG0054                          STATION RECOVERY (1987)
 GG0054
 GG0054'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0054'RECOVERED IN GOOD CONDITION.
 GG0054
 GG0054                          STATION RECOVERY (1988)
 GG0054
 GG0054'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJ)
 GG0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1407 ***********************************************************************
 EJ1407  DESIGNATION -  M 26
 EJ1407  PID         -  EJ1407
 EJ1407  STATE/COUNTY-  AR/HOWARD
 EJ1407  USGS QUAD   -  ATHENS (1980)
 EJ1407
 EJ1407                         *CURRENT SURVEY CONTROL
 EJ1407  ___________________________________________________________________
 EJ1407* NAD 83(1986)-  34 18 33.     (N)    093 57 39.     (W)     SCALED    
 EJ1407* NAVD 88     -       288.341  (meters)     946.00   (feet)  ADJUSTED  
 EJ1407  ___________________________________________________________________
 EJ1407  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 EJ1407  DYNAMIC HT  -         288.044 (meters)     945.02  (feet)  COMP
 EJ1407  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 EJ1407
 EJ1407  VERT ORDER  -  SECOND    CLASS 0
 EJ1407
 EJ1407.The horizontal coordinates were scaled from a topographic map and have
 EJ1407.an estimated accuracy of +/- 6 seconds.
 EJ1407
 EJ1407.The orthometric height was determined by differential leveling
 EJ1407.and adjusted by the National Geodetic Survey in June 1991..
 EJ1407
 EJ1407.The geoid height was determined by GEOID03.
 EJ1407
 EJ1407.The dynamic height is computed by dividing the NAVD 88
 EJ1407.geopotential number by the normal gravity value computed on the
 EJ1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1407.degrees latitude (g = 980.6199 gals.).
 EJ1407
 EJ1407.The modeled gravity was interpolated from observed gravity values.
 EJ1407
 EJ1407;                    North         East    Units  Estimated Accuracy
 EJ1407;SPC AR S     -   583,900.      219,530.      MT  (+/- 180 meters Scaled)
 EJ1407
 EJ1407                          SUPERSEDED SURVEY CONTROL
 EJ1407
 EJ1407  NGVD 29 (??/??/92)  288.294  (m)          945.84   (f) ADJ UNCH    2 0
 EJ1407
 EJ1407.Superseded values are not recommended for survey control.
 EJ1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1407.See file dsdata.txt to determine how the superseded data were derived.
 EJ1407
 EJ1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT115968(NAD 83)
 EJ1407_MARKER: DB = BENCH MARK DISK
 EJ1407_SETTING: 0 = UNSPECIFIED SETTING
 EJ1407_STAMPING: M-26 1934
 EJ1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1407
 EJ1407  HISTORY     - Date     Condition        Report By
 EJ1407  HISTORY     - 1934     MONUMENTED       CGS
 EJ1407  HISTORY     - 1935     GOOD             NGS
 EJ1407  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1407  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1407
 EJ1407                          STATION DESCRIPTION
 EJ1407
 EJ1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1407'1.1 MI SE FROM ATHENS.
 EJ1407'1.1 MILES SOUTHEAST OF, ALONG ATHENS ROAD, FROM ATHENS CHURCH.  ABOUT
 EJ1407'.1 MILE WEST OF JUNCTION OF ROAD TO NEW HOPE.  AT THE OLD JUNCTION OF
 EJ1407'ROADS.  IN THE SW 1/4 OF SE 1/4 OF SEC. 14.  T. 5 S., R. 28 W. 50 FEET
 EJ1407'SOUTH OF CENTERLINE OF ATHENS ROAD.  84 FEET WEST OF JUNCTION OF DIM
 EJ1407'ROAD SOUTH FROM OLD ROAD BED.
 EJ1407
 EJ1407                          STATION RECOVERY (1961)
 EJ1407
 EJ1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1407'MARK NOT FOUND.
 EJ1407
 EJ1407                          STATION RECOVERY (1978)
 EJ1407
 EJ1407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1167 ***********************************************************************
 DL1167  DESIGNATION -  M 260
 DL1167  PID         -  DL1167
 DL1167  STATE/COUNTY-  AR/MILLER
 DL1167  USGS QUAD   -  FULTON (1975)
 DL1167
 DL1167                         *CURRENT SURVEY CONTROL
 DL1167  ___________________________________________________________________
 DL1167* NAD 83(1986)-  33 31 19.     (N)    093 47 24.     (W)     SCALED    
 DL1167* NAVD 88     -        75.785  (meters)     248.64   (feet)  ADJUSTED  
 DL1167  ___________________________________________________________________
 DL1167  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL1167  DYNAMIC HT  -          75.704 (meters)     248.37  (feet)  COMP
 DL1167  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DL1167
 DL1167  VERT ORDER  -  FIRST     CLASS I
 DL1167
 DL1167.The horizontal coordinates were scaled from a topographic map and have
 DL1167.an estimated accuracy of +/- 6 seconds.
 DL1167
 DL1167.The orthometric height was determined by differential leveling
 DL1167.and adjusted by the National Geodetic Survey in June 1991..
 DL1167
 DL1167.The geoid height was determined by GEOID03.
 DL1167
 DL1167.The dynamic height is computed by dividing the NAVD 88
 DL1167.geopotential number by the normal gravity value computed on the
 DL1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1167.degrees latitude (g = 980.6199 gals.).
 DL1167
 DL1167.The modeled gravity was interpolated from observed gravity values.
 DL1167
 DL1167;                    North         East    Units  Estimated Accuracy
 DL1167;SPC AR S     -   496,320.      233,730.      MT  (+/- 180 meters Scaled)
 DL1167
 DL1167                          SUPERSEDED SURVEY CONTROL
 DL1167
 DL1167  NGVD 29 (??/??/??)   75.800  (m)          248.69   (f) ADJUSTED    1 1
 DL1167
 DL1167.Superseded values are not recommended for survey control.
 DL1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1167.See file dsdata.txt to determine how the superseded data were derived.
 DL1167
 DL1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT266094(NAD 83)
 DL1167_MARKER: DB = BENCH MARK DISK
 DL1167_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1167_SP_SET: COPPER-CLAD STEEL ROD
 DL1167_STAMPING: M 260 1977
 DL1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1167
 DL1167  HISTORY     - Date     Condition        Report By
 DL1167  HISTORY     - 1977     MONUMENTED       NGS
 DL1167
 DL1167                          STATION DESCRIPTION
 DL1167
 DL1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1167'8.4 MI SE FROM FULTON.
 DL1167'1.8 MILES SOUTHWEST ALONG INTERSTATE 30 TO THE LEVEE FROM THE WEST
 DL1167'END OF THE BRIDGE OVER RED RIVER, THENCE 4.9 MILES SOUTHEAST ALONG
 DL1167'THE LEVEE TO THE END OF THE LEVEE AT BUZZARD BLUFF, THENCE 0.3 MILE
 DL1167'SOUTHEAST TO A GROUP OF CORRALS AND DIRT ROAD LEADING SOUTHEAST,
 DL1167'THENCE 1.4 MILES SOUTHEAST ALONG A DIRT ROAD, THIS MARK CAN ALSO
 DL1167'BE REACHED BY GOING 1.3 MILES NORTH ON STATE HIGHWAY 296 FROM THE
 DL1167'JUNCTION OF US HIGHWAY 82, THENCE 9.6 MILES NORTHWEST ALONG THE
 DL1167'TOP OF THE LEVEE AND A DIRT ROAD TO BUZZARD BLUFF, 30 FEET SOUTHWEST
 DL1167'OF THE CENTER OF THE ROAD, 17 FEET NORTHEAST OF AN ANCHOR BASE
 DL1167'FOR GUY WIRES TO A POWER POLE, 9 FEET SOUTHWEST OF A POWER POLE WITH
 DL1167'TWO GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1029 ***********************************************************************
 DM1029  DESIGNATION -  M 261
 DM1029  PID         -  DM1029
 DM1029  STATE/COUNTY-  AR/MILLER
 DM1029  USGS QUAD   -  OGDEN (1975)
 DM1029
 DM1029                         *CURRENT SURVEY CONTROL
 DM1029  ___________________________________________________________________
 DM1029* NAD 83(1986)-  33 32 25.     (N)    094 01 33.     (W)     SCALED    
 DM1029* NAVD 88     -        82.529  (meters)     270.76   (feet)  ADJUSTED  
 DM1029  ___________________________________________________________________
 DM1029  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1029  DYNAMIC HT  -          82.442 (meters)     270.48  (feet)  COMP
 DM1029  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 DM1029
 DM1029  VERT ORDER  -  FIRST     CLASS I
 DM1029
 DM1029.The horizontal coordinates were scaled from a topographic map and have
 DM1029.an estimated accuracy of +/- 6 seconds.
 DM1029
 DM1029.The orthometric height was determined by differential leveling
 DM1029.and adjusted by the National Geodetic Survey in June 1991..
 DM1029
 DM1029.The geoid height was determined by GEOID03.
 DM1029
 DM1029.The dynamic height is computed by dividing the NAVD 88
 DM1029.geopotential number by the normal gravity value computed on the
 DM1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1029.degrees latitude (g = 980.6199 gals.).
 DM1029
 DM1029.The modeled gravity was interpolated from observed gravity values.
 DM1029
 DM1029;                    North         East    Units  Estimated Accuracy
 DM1029;SPC AR S     -   498,760.      211,860.      MT  (+/- 180 meters Scaled)
 DM1029
 DM1029                          SUPERSEDED SURVEY CONTROL
 DM1029
 DM1029  NGVD 29 (??/??/??)   82.545  (m)          270.82   (f) ADJUSTED    1 1
 DM1029
 DM1029.Superseded values are not recommended for survey control.
 DM1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1029.See file dsdata.txt to determine how the superseded data were derived.
 DM1029
 DM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT047116(NAD 83)
 DM1029_MARKER: DB = BENCH MARK DISK
 DM1029_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DM1029+WITH SETTING: INTO GROUND
 DM1029_SP_SET: METAL ROD WITH BASE PLATE
 DM1029_STAMPING: M 261 1977
 DM1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1029+STABILITY: SURFACE MOTION
 DM1029
 DM1029  HISTORY     - Date     Condition        Report By
 DM1029  HISTORY     - 1977     MONUMENTED       NGS
 DM1029  HISTORY     - 19971025 GOOD             USPSQD
 DM1029
 DM1029                          STATION DESCRIPTION
 DM1029
 DM1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DM1029'8.2 MI NW FROM MANDEVILLE.
 DM1029'FROM THE JUNCTION OF US HIGHWAY 67 AND COUNTY ROAD 108, WHICH IS
 DM1029'1.9 MILES NORTHEAST OF MANDEVILLE, THENCE 6.3 MILES NORTHWEST ON
 DM1029'108 TO A GRAVEL ROAD LEADING NORTH AND NORTHEAST TO A BRICK HOUSE
 DM1029'42 FEET NORTHEAST OF THE INTERSECTION OF ROADS, 53 FEET SOUTHEAST
 DM1029'OF THE CENTER OF A METAL CATTLE GUARD LEADING TO A BRICK HOUSE,
 DM1029'8 FEET NORTH OF POWER POLE, 2 FEET SOUTH OF A FENCE.
 DM1029
 DM1029                          STATION RECOVERY (1997)
 DM1029
 DM1029'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0002 ***********************************************************************
 FH0002  DESIGNATION -  M 27
 FH0002  PID         -  FH0002
 FH0002  STATE/COUNTY-  AR/WASHINGTON
 FH0002  USGS QUAD   -  WEST FORK (1994)
 FH0002
 FH0002                         *CURRENT SURVEY CONTROL
 FH0002  ___________________________________________________________________
 FH0002* NAD 83(1986)-  35 57 15.     (N)    094 10 54.     (W)     SCALED    
 FH0002* NAVD 88     -       393.797  (meters)    1291.98   (feet)  ADJUSTED  
 FH0002  ___________________________________________________________________
 FH0002  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH0002  DYNAMIC HT  -         393.435 (meters)    1290.79  (feet)  COMP
 FH0002  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FH0002
 FH0002  VERT ORDER  -  FIRST     CLASS II
 FH0002
 FH0002.The horizontal coordinates were scaled from a topographic map and have
 FH0002.an estimated accuracy of +/- 6 seconds.
 FH0002
 FH0002.The orthometric height was determined by differential leveling
 FH0002.and adjusted by the National Geodetic Survey in June 1991..
 FH0002
 FH0002.The geoid height was determined by GEOID03.
 FH0002
 FH0002.The dynamic height is computed by dividing the NAVD 88
 FH0002.geopotential number by the normal gravity value computed on the
 FH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0002.degrees latitude (g = 980.6199 gals.).
 FH0002
 FH0002.The modeled gravity was interpolated from observed gravity values.
 FH0002
 FH0002;                    North         East    Units  Estimated Accuracy
 FH0002;SPC AR N     -   182,000.      203,200.      MT  (+/- 180 meters Scaled)
 FH0002
 FH0002                          SUPERSEDED SURVEY CONTROL
 FH0002
 FH0002  NGVD 29 (??/??/92)  393.636  (m)         1291.45   (f) ADJ UNCH    1 2
 FH0002
 FH0002.Superseded values are not recommended for survey control.
 FH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0002.See file dsdata.txt to determine how the superseded data were derived.
 FH0002
 FH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV934795(NAD 83)
 FH0002_MARKER: DB = BENCH MARK DISK
 FH0002_SETTING: 66 = SET IN ROCK OUTCROP
 FH0002_SP_SET: ROCK LEDGE
 FH0002_STAMPING: M 27 1932
 FH0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0002+STABILITY: POSITION/ELEVATION WELL
 FH0002
 FH0002  HISTORY     - Date     Condition        Report By
 FH0002  HISTORY     - 1932     MONUMENTED       CGS
 FH0002  HISTORY     - 1960     GOOD             NGS
 FH0002
 FH0002                          STATION DESCRIPTION
 FH0002
 FH0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0002'2.2 MI N FROM WEST FORK.
 FH0002'2.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0002'WEST FORK, WASHINGTON COUNTY, AT POLE 360+30, 15 FEET WEST OF THE
 FH0002'TRACK, 10 FEET NORTH OF A DRAINAGE DITCH, AND IN THE TOP OF A
 FH0002'ROCK LEDGE.  A STANDARD DISK, STAMPED M 27 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0132 ***********************************************************************
 FH0132  DESIGNATION -  M 28
 FH0132  PID         -  FH0132
 FH0132  STATE/COUNTY-  AR/CRAWFORD
 FH0132  USGS QUAD   -  RUDY (1983)
 FH0132
 FH0132                         *CURRENT SURVEY CONTROL
 FH0132  ___________________________________________________________________
 FH0132* NAD 83(1986)-  35 30 04.     (N)    094 16 18.     (W)     SCALED    
 FH0132* NAVD 88     -       141.628  (meters)     464.66   (feet)  ADJUSTED  
 FH0132  ___________________________________________________________________
 FH0132  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FH0132  DYNAMIC HT  -         141.496 (meters)     464.22  (feet)  COMP
 FH0132  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 FH0132
 FH0132  VERT ORDER  -  FIRST     CLASS II
 FH0132
 FH0132.The horizontal coordinates were scaled from a topographic map and have
 FH0132.an estimated accuracy of +/- 6 seconds.
 FH0132
 FH0132.The orthometric height was determined by differential leveling
 FH0132.and adjusted by the National Geodetic Survey in June 1991..
 FH0132
 FH0132.The geoid height was determined by GEOID03.
 FH0132
 FH0132.The dynamic height is computed by dividing the NAVD 88
 FH0132.geopotential number by the normal gravity value computed on the
 FH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0132.degrees latitude (g = 980.6199 gals.).
 FH0132
 FH0132.The modeled gravity was interpolated from observed gravity values.
 FH0132
 FH0132;                    North         East    Units  Estimated Accuracy
 FH0132;SPC AR N     -   131,930.      193,930.      MT  (+/- 180 meters Scaled)
 FH0132
 FH0132                          SUPERSEDED SURVEY CONTROL
 FH0132
 FH0132  NGVD 29 (??/??/92)  141.531  (m)          464.34   (f) ADJ UNCH    1 2
 FH0132
 FH0132.Superseded values are not recommended for survey control.
 FH0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0132.See file dsdata.txt to determine how the superseded data were derived.
 FH0132
 FH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV846293(NAD 83)
 FH0132_MARKER: DB = BENCH MARK DISK
 FH0132_SETTING: 66 = SET IN ROCK OUTCROP
 FH0132_SP_SET: ROCK LEDGE
 FH0132_STAMPING: M 28 1932
 FH0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0132+STABILITY: POSITION/ELEVATION WELL
 FH0132
 FH0132  HISTORY     - Date     Condition        Report By
 FH0132  HISTORY     - 1932     MONUMENTED       CGS
 FH0132  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0132  HISTORY     - 19891103 MARK NOT FOUND   NGS
 FH0132
 FH0132                          STATION DESCRIPTION
 FH0132
 FH0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0132'2.1 MI SW FROM RUDY.
 FH0132'2.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0132'FROM RUDY, CRAWFORD COUNTY, AT POLE 403+7, ON THE EAST SIDE OF
 FH0132'THE TRACK, AND IN THE TOP OF A ROCK LEDGE WITH USBM PAINTED ON
 FH0132'IT.  A STANDARD DISK, STAMPED M 28 1932.
 FH0132
 FH0132                          STATION RECOVERY (1989)
 FH0132
 FH0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1616 ***********************************************************************
 EJ1616  DESIGNATION -  M 287
 EJ1616  PID         -  EJ1616
 EJ1616  STATE/COUNTY-  AR/PULASKI
 EJ1616  USGS QUAD   -  WOODSON (1987)
 EJ1616
 EJ1616                         *CURRENT SURVEY CONTROL
 EJ1616  ___________________________________________________________________
 EJ1616* NAD 83(1986)-  34 37 01.     (N)    092 13 10.     (W)     SCALED    
 EJ1616* NAVD 88     -        76.477  (meters)     250.91   (feet)  ADJUSTED  
 EJ1616  ___________________________________________________________________
 EJ1616  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EJ1616  DYNAMIC HT  -          76.404 (meters)     250.67  (feet)  COMP
 EJ1616  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 EJ1616
 EJ1616  VERT ORDER  -  FIRST     CLASS II
 EJ1616
 EJ1616.The horizontal coordinates were scaled from a topographic map and have
 EJ1616.an estimated accuracy of +/- 6 seconds.
 EJ1616
 EJ1616.The orthometric height was determined by differential leveling
 EJ1616.and adjusted by the National Geodetic Survey in June 1991..
 EJ1616
 EJ1616.The geoid height was determined by GEOID03.
 EJ1616
 EJ1616.The dynamic height is computed by dividing the NAVD 88
 EJ1616.geopotential number by the normal gravity value computed on the
 EJ1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1616.degrees latitude (g = 980.6199 gals.).
 EJ1616
 EJ1616.The modeled gravity was interpolated from observed gravity values.
 EJ1616
 EJ1616;                    North         East    Units  Estimated Accuracy
 EJ1616;SPC AR S     -   616,340.      379,880.      MT  (+/- 180 meters Scaled)
 EJ1616
 EJ1616                          SUPERSEDED SURVEY CONTROL
 EJ1616
 EJ1616.No superseded survey control is available for this station.
 EJ1616
 EJ1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU715308(NAD 83)
 EJ1616_MARKER: I = METAL ROD
 EJ1616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1616_SP_SET: STAINLESS STEEL ROD
 EJ1616_STAMPING: M 287 1984
 EJ1616_MARK LOGO: NGS   
 EJ1616_PROJECTION: FLUSH
 EJ1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1616_ROD/PIPE-DEPTH: 8.53 meters
 EJ1616
 EJ1616  HISTORY     - Date     Condition        Report By
 EJ1616  HISTORY     - 1984     MONUMENTED       NGS
 EJ1616  HISTORY     - 1988     GOOD             USPSQD
 EJ1616  HISTORY     - 1988     GOOD             USPSQD
 EJ1616  HISTORY     - 1989     GOOD             USPSQD
 EJ1616  HISTORY     - 1989     GOOD             USPSQD
 EJ1616  HISTORY     - 1990     GOOD             USPSQD
 EJ1616  HISTORY     - 1990     GOOD             USPSQD
 EJ1616  HISTORY     - 19920902 GOOD             USPSQD
 EJ1616
 EJ1616                          STATION DESCRIPTION
 EJ1616
 EJ1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1616'1.7 KM (1.05 MI) NORTH FROM WRIGHTSVILLE.
 EJ1616'1.7 KM (1.05 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1616'WRIGHTSVILLE, AT THE SOUTHWESTERN BELL SUBSTATION ENTRANCE GATE ON THE
 EJ1616'EAST SIDE OF THE HIGHWAY, 9.81 METERS (32.2 FT) EAST-NORTHEAST OF THE
 EJ1616'CENTER LINE OF THE HIGHWAY, 9.75 METERS (32.0 FT) SOUTH-SOUTHEAST OF
 EJ1616'THE NORTHWEST SECURITY CORNER FENCE POST, 3.93 METERS (12.9 FT)
 EJ1616'NORTH-NORTHWEST OF THE CENTER OF THE DOUBLE GATE, 0.70 METERS (2.3 FT)
 EJ1616'EAST-NORTHEAST OF THE NORTH EDGE OF THE CONCRETE DRIVEWAY, AND
 EJ1616'0.24 METERS (0.8 FT) WEST-SOUTHWEST OF THE SECURITY FENCE.  NOTE, THE
 EJ1616'ROD WAS ANCHORED AT THIS DEPTH.
 EJ1616'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 EJ1616'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1616
 EJ1616                          STATION RECOVERY (1988)
 EJ1616
 EJ1616'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1616'RECOVERED IN GOOD CONDITION.
 EJ1616
 EJ1616                          STATION RECOVERY (1988)
 EJ1616
 EJ1616'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ1616'RECOVERED IN GOOD CONDITION.
 EJ1616
 EJ1616                          STATION RECOVERY (1989)
 EJ1616
 EJ1616'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1616'RECOVERED IN GOOD CONDITION.
 EJ1616
 EJ1616                          STATION RECOVERY (1989)
 EJ1616
 EJ1616'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1616'RECOVERED IN GOOD CONDITION.
 EJ1616
 EJ1616                          STATION RECOVERY (1990)
 EJ1616
 EJ1616'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1616'RECOVERED IN GOOD CONDITION.
 EJ1616
 EJ1616                          STATION RECOVERY (1990)
 EJ1616
 EJ1616'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1616'RECOVERED IN GOOD CONDITION.
 EJ1616
 EJ1616                          STATION RECOVERY (1992)
 EJ1616
 EJ1616'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2080 ***********************************************************************
 EJ2080  DESIGNATION -  M 288 RESET
 EJ2080  PID         -  EJ2080
 EJ2080  STATE/COUNTY-  AR/JEFFERSON
 EJ2080  USGS QUAD   -  WHITE HALL (1984)
 EJ2080
 EJ2080                         *CURRENT SURVEY CONTROL
 EJ2080  ___________________________________________________________________
 EJ2080* NAD 83(1986)-  34 15 47.     (N)    092 05 01.     (W)     SCALED    
 EJ2080* NAVD 88     -        81.09   (meters)     266.0    (feet)  RESET     
 EJ2080  ___________________________________________________________________
 EJ2080  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ2080
 EJ2080  VERT ORDER  -  THIRD
 EJ2080
 EJ2080.The horizontal coordinates were scaled from a topographic map and have
 EJ2080.an estimated accuracy of +/- 6 seconds.
 EJ2080
 EJ2080.The orthometric height was computed from unverified reset data.
 EJ2080
 EJ2080.The geoid height was determined by GEOID03.
 EJ2080
 EJ2080;                    North         East    Units  Estimated Accuracy
 EJ2080;SPC AR S     -   577,060.      392,300.      MT  (+/- 180 meters Scaled)
 EJ2080
 EJ2080                          SUPERSEDED SURVEY CONTROL
 EJ2080
 EJ2080.No superseded survey control is available for this station.
 EJ2080
 EJ2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT843917(NAD 83)
 EJ2080_MARKER: DV = VERTICAL CONTROL DISK
 EJ2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2080_SP_SET: CONCRETE POST
 EJ2080_STAMPING: M 288 RESET 1991
 EJ2080_MARK LOGO: NGS   
 EJ2080_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2080+STABILITY: SURFACE MOTION
 EJ2080
 EJ2080  HISTORY     - Date     Condition        Report By
 EJ2080  HISTORY     - 1991     MONUMENTED       ARHD
 EJ2080
 EJ2080                          STATION DESCRIPTION
 EJ2080
 EJ2080'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1991
 EJ2080'0.1 MILE (0.2 KM) SOUTH ALONG STATE STREET FROM THE OLD UNION STATION
 EJ2080'(NOW THE UNION STATION RESTAURANT), THENCE 2.5 MILES (4.0 KM) WEST
 EJ2080'ALONG BUSINESS US HIGHWAY 65 (5TH STREET), THENCE 3.9 MILES (6.3 KM)
 EJ2080'NORTHWEST ALONG BUSINESS US HIGHWAY 65 AND STATE HIGHWAY 365, AT HULSE
 EJ2080'ROAD LEADING NORTHWEST NORTHEAST OF THE CENTERLINE OF HIGHWAY 365,
 EJ2080'125.0 FEET (38.1 M) SOUTHEAST OF THE CENTERLINE OF HULSE ROAD, 30.0
 EJ2080'FEET (9.1 M) NORTHWEST OF THE CENTERLINE OF THE NORTHEAST END OF A
 EJ2080'CULVERT UNDER HIGHWAY 365, 15.0 FEET (4.6 M) SOUTHEAST OF A 20 INCH
 EJ2080'PINE TREE, AND 35.0 FEET (10.7 M) WEST OF A POWER POLE, FLUSH WITH
 EJ2080'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2599 ***********************************************************************
 EH2599  DESIGNATION -  M 289
 EH2599  PID         -  EH2599
 EH2599  STATE/COUNTY-  AR/LINCOLN
 EH2599  USGS QUAD   -  CADES (1975)
 EH2599
 EH2599                         *CURRENT SURVEY CONTROL
 EH2599  ___________________________________________________________________
 EH2599* NAD 83(1986)-  34 02 24.     (N)    091 37 04.     (W)     SCALED    
 EH2599* NAVD 88     -        54.414  (meters)     178.52   (feet)  ADJUSTED  
 EH2599  ___________________________________________________________________
 EH2599  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH2599  DYNAMIC HT  -          54.361 (meters)     178.35  (feet)  COMP
 EH2599  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 EH2599
 EH2599  VERT ORDER  -  FIRST     CLASS II
 EH2599
 EH2599.The horizontal coordinates were scaled from a topographic map and have
 EH2599.an estimated accuracy of +/- 6 seconds.
 EH2599
 EH2599.The orthometric height was determined by differential leveling
 EH2599.and adjusted by the National Geodetic Survey in June 1991..
 EH2599
 EH2599.The geoid height was determined by GEOID03.
 EH2599
 EH2599.The dynamic height is computed by dividing the NAVD 88
 EH2599.geopotential number by the normal gravity value computed on the
 EH2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2599.degrees latitude (g = 980.6199 gals.).
 EH2599
 EH2599.The modeled gravity was interpolated from observed gravity values.
 EH2599
 EH2599;                    North         East    Units  Estimated Accuracy
 EH2599;SPC AR S     -   552,390.      435,290.      MT  (+/- 180 meters Scaled)
 EH2599
 EH2599                          SUPERSEDED SURVEY CONTROL
 EH2599
 EH2599.No superseded survey control is available for this station.
 EH2599
 EH2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT275674(NAD 83)
 EH2599_MARKER: I = METAL ROD
 EH2599_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH2599_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH2599_STAMPING: M 289 1984
 EH2599_MARK LOGO: NGS   
 EH2599_PROJECTION: RECESSED 5 CENTIMETERS
 EH2599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH2599+STABILITY: POSITION/ELEVATION WELL
 EH2599_ROD/PIPE-DEPTH: 30.5 meters
 EH2599_SLEEVE-DEPTH  : 6.1 meters
 EH2599
 EH2599  HISTORY     - Date     Condition        Report By
 EH2599  HISTORY     - 1984     MONUMENTED       NGS
 EH2599  HISTORY     - 1988     GOOD             USPSQD
 EH2599  HISTORY     - 1989     GOOD             USPSQD
 EH2599  HISTORY     - 1990     GOOD             USPSQD
 EH2599
 EH2599                          STATION DESCRIPTION
 EH2599
 EH2599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2599'8.8 KM (5.45 MI) SE FROM GRADY.
 EH2599'8.8 KM (5.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2599'IN GRADY, AT AN ASPHALT ROAD LEADING NORTHEAST TO THE DEPARTMENT OF
 EH2599'CORRECTIONS CUMMINS UNIT, JUST SOUTHEAST OF A BRICK PLANTER AND
 EH2599'DEPARTMENT OF CORRECTIONS SIGN, 25.6 METERS (84.0 FT) NORTHEAST OF THE
 EH2599'CENTER LINE OF THE HIGHWAY, 17.9 METERS (58.7 FT) NORTHWEST OF THE
 EH2599'CENTER LINE OF THE ASPHALT ROAD, 1.6 METERS (5.2 FT) SOUTHEAST OF THE
 EH2599'SOUTHEAST FACE OF THE BRICK PLANTER, 2.6 METERS (8.5 FT) NORTHEAST OF
 EH2599'A GROUND FLOODLIGHT, 11.9 METERS (39.0 FT) NORTH-NORTHEAST OF THE
 EH2599'CENTER OF THE NORTHWEST HEADWALL OF A 24-INCH CULVERT UNDER THE
 EH2599'ASPHALT ROAD, 5.0 METERS (16.5 FT) EAST-NORTHEAST OF THE EXTREME SOUTH
 EH2599'CORNER OF A BRICK WORK SIGN, AND 3.7 METERS (12.2 FT) SOUTH OF THE
 EH2599'EXTREME NORTHEAST CORNER OF BRICK WORK SIGN.
 EH2599'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EH2599
 EH2599                          STATION RECOVERY (1988)
 EH2599
 EH2599'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2599'RECOVERED IN GOOD CONDITION.
 EH2599
 EH2599                          STATION RECOVERY (1989)
 EH2599
 EH2599'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2599'RECOVERED IN GOOD CONDITION.
 EH2599
 EH2599                          STATION RECOVERY (1990)
 EH2599
 EH2599'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1192 ***********************************************************************
 FG1192  DESIGNATION -  M 29
 FG1192  PID         -  FG1192
 FG1192  STATE/COUNTY-  AR/FRANKLIN
 FG1192  USGS QUAD   -  CECIL (1993)
 FG1192
 FG1192                         *CURRENT SURVEY CONTROL
 FG1192  ___________________________________________________________________
 FG1192* NAD 83(1986)-  35 27 09.     (N)    093 53 23.     (W)     SCALED    
 FG1192* NAVD 88     -       117.521  (meters)     385.57   (feet)  ADJUSTED  
 FG1192  ___________________________________________________________________
 FG1192  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 FG1192  DYNAMIC HT  -         117.412 (meters)     385.21  (feet)  COMP
 FG1192  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 FG1192
 FG1192  VERT ORDER  -  FIRST     CLASS II
 FG1192
 FG1192.The horizontal coordinates were scaled from a topographic map and have
 FG1192.an estimated accuracy of +/- 6 seconds.
 FG1192
 FG1192.The orthometric height was determined by differential leveling
 FG1192.and adjusted by the National Geodetic Survey in June 1991..
 FG1192
 FG1192.The geoid height was determined by GEOID03.
 FG1192
 FG1192.The dynamic height is computed by dividing the NAVD 88
 FG1192.geopotential number by the normal gravity value computed on the
 FG1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1192.degrees latitude (g = 980.6199 gals.).
 FG1192
 FG1192.The modeled gravity was interpolated from observed gravity values.
 FG1192
 FG1192;                    North         East    Units  Estimated Accuracy
 FG1192;SPC AR N     -   125,810.      228,470.      MT  (+/- 180 meters Scaled)
 FG1192
 FG1192                          SUPERSEDED SURVEY CONTROL
 FG1192
 FG1192  NGVD 29 (??/??/92)  117.468  (m)          385.39   (f) ADJ UNCH    1 2
 FG1192
 FG1192.Superseded values are not recommended for survey control.
 FG1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1192.See file dsdata.txt to determine how the superseded data were derived.
 FG1192
 FG1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV192235(NAD 83)
 FG1192_MARKER: DB = BENCH MARK DISK
 FG1192_SETTING: 0 = UNSPECIFIED SETTING
 FG1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1192
 FG1192  HISTORY     - Date     Condition        Report By
 FG1192  HISTORY     - UNK      MONUMENTED       CGS
 FG1192  HISTORY     - 1932     GOOD             NGS
 FG1192  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1192
 FG1192                          STATION DESCRIPTION
 FG1192
 FG1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1192'4.7 MI W FROM OZARK.
 FG1192'ON THE M.P. R.R., MILE POLE NO 469/ 20 POLES, 60 FEET EAST OF THE EAST
 FG1192'END OF POPING SIDING, 30 FEET N. OF THE R.R., AND 10 FEET W. OF A
 FG1192'GRADE CROSSING ROAD.
 FG1192
 FG1192                          STATION RECOVERY (1963)
 FG1192
 FG1192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1414 ***********************************************************************
 EJ1414  DESIGNATION -  M 29
 EJ1414  PID         -  EJ1414
 EJ1414  STATE/COUNTY-  AR/PIKE
 EJ1414  USGS QUAD   -  LANGLEY (1980)
 EJ1414
 EJ1414                         *CURRENT SURVEY CONTROL
 EJ1414  ___________________________________________________________________
 EJ1414* NAD 83(1986)-  34 18 47.     (N)    093 50 29.     (W)     SCALED    
 EJ1414* NAVD 88     -       244.231  (meters)     801.28   (feet)  ADJUSTED  
 EJ1414  ___________________________________________________________________
 EJ1414  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 EJ1414  DYNAMIC HT  -         243.979 (meters)     800.45  (feet)  COMP
 EJ1414  MODELED GRAV-     979,601.6   (mgal)                       NAVD 88
 EJ1414
 EJ1414  VERT ORDER  -  SECOND    CLASS 0
 EJ1414
 EJ1414.The horizontal coordinates were scaled from a topographic map and have
 EJ1414.an estimated accuracy of +/- 6 seconds.
 EJ1414
 EJ1414.The orthometric height was determined by differential leveling
 EJ1414.and adjusted by the National Geodetic Survey in June 1991..
 EJ1414
 EJ1414.The geoid height was determined by GEOID03.
 EJ1414
 EJ1414.The dynamic height is computed by dividing the NAVD 88
 EJ1414.geopotential number by the normal gravity value computed on the
 EJ1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1414.degrees latitude (g = 980.6199 gals.).
 EJ1414
 EJ1414.The modeled gravity was interpolated from observed gravity values.
 EJ1414
 EJ1414;                    North         East    Units  Estimated Accuracy
 EJ1414;SPC AR S     -   584,130.      230,530.      MT  (+/- 180 meters Scaled)
 EJ1414
 EJ1414                          SUPERSEDED SURVEY CONTROL
 EJ1414
 EJ1414  NGVD 29 (??/??/92)  244.187  (m)          801.14   (f) ADJ UNCH    2 0
 EJ1414
 EJ1414.Superseded values are not recommended for survey control.
 EJ1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1414.See file dsdata.txt to determine how the superseded data were derived.
 EJ1414
 EJ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT225971(NAD 83)
 EJ1414_MARKER: DB = BENCH MARK DISK
 EJ1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1414_STAMPING: M 29
 EJ1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1414+STABILITY: SURFACE MOTION
 EJ1414
 EJ1414  HISTORY     - Date     Condition        Report By
 EJ1414  HISTORY     - UNK      MONUMENTED       CGS
 EJ1414  HISTORY     - 1966     GOOD             NGS
 EJ1414  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1414
 EJ1414                          STATION DESCRIPTION
 EJ1414
 EJ1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EJ1414'0.1 MI E FROM LANGLEY.
 EJ1414'LOCATED AT THE CROSS ROAD AT LANGLEY IN THE NORTHEAST QUADRANT OF THE
 EJ1414'CROSS ROAD, 0.1 MILE EAST OF THE LANGLEY SCHOOL ON PROPERTY OWNED BY
 EJ1414'MR. BOB SIMMONS, 110 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 EJ1414'GRAVELED ROAD, 76 FEET EAST OF A 24-INCH OAK TREE, 63 FEET NORTH OF
 EJ1414'THE CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 63 FEET SOUTH OF THE
 EJ1414'SOUTHWEST CORNER OF A WHITE HOUSE ON TOP OF A HILL AND 2 FEET WEST OF
 EJ1414'THE PROJECTED PLANE OF THE WEST SIDE OF THE HOUSE, 1 FOOT NORTH OF A
 EJ1414'METAL WITNESS POST AND IS ABOUT 1 INCH BELOW THE SURFACE OF THE
 EJ1414'GROUND.
 EJ1414
 EJ1414                          STATION RECOVERY (1978)
 EJ1414
 EJ1414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1669 ***********************************************************************
 EJ1669  DESIGNATION -  M 290
 EJ1669  PID         -  EJ1669
 EJ1669  STATE/COUNTY-  AR/PULASKI
 EJ1669  USGS QUAD   -  CATO (1987)
 EJ1669
 EJ1669                         *CURRENT SURVEY CONTROL
 EJ1669  ___________________________________________________________________
 EJ1669* NAD 83(1986)-  34 52 48.     (N)    092 21 42.     (W)     SCALED    
 EJ1669* NAVD 88     -        81.871  (meters)     268.61   (feet)  ADJUSTED  
 EJ1669  ___________________________________________________________________
 EJ1669  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ1669  DYNAMIC HT  -          81.795 (meters)     268.36  (feet)  COMP
 EJ1669  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 EJ1669
 EJ1669  VERT ORDER  -  FIRST     CLASS II
 EJ1669
 EJ1669.The horizontal coordinates were scaled from a topographic map and have
 EJ1669.an estimated accuracy of +/- 6 seconds.
 EJ1669
 EJ1669.The orthometric height was determined by differential leveling
 EJ1669.and adjusted by the National Geodetic Survey in June 1991..
 EJ1669
 EJ1669.The geoid height was determined by GEOID03.
 EJ1669
 EJ1669.The dynamic height is computed by dividing the NAVD 88
 EJ1669.geopotential number by the normal gravity value computed on the
 EJ1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1669.degrees latitude (g = 980.6199 gals.).
 EJ1669
 EJ1669.The modeled gravity was interpolated from observed gravity values.
 EJ1669
 EJ1669;                    North         East    Units  Estimated Accuracy
 EJ1669;SPC AR S     -   645,560.      366,940.      MT  (+/- 180 meters Scaled)
 EJ1669
 EJ1669                          SUPERSEDED SURVEY CONTROL
 EJ1669
 EJ1669  NGVD 29 (06/07/95)   81.937  (m)          268.82   (f) ADJUSTED    1 2
 EJ1669
 EJ1669.Superseded values are not recommended for survey control.
 EJ1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1669.See file dsdata.txt to determine how the superseded data were derived.
 EJ1669
 EJ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU583599(NAD 83)
 EJ1669_MARKER: I = METAL ROD
 EJ1669_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1669+WITH SETTING: INFORMATION.
 EJ1669_SP_SET: SHALLOW SET METAL ROD
 EJ1669_STAMPING: M 290 1984
 EJ1669_MARK LOGO: NGS   
 EJ1669_PROJECTION: FLUSH
 EJ1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1669_ROD/PIPE-DEPTH: 2.52 meters
 EJ1669
 EJ1669  HISTORY     - Date     Condition        Report By
 EJ1669  HISTORY     - 1984     MONUMENTED       NGS
 EJ1669  HISTORY     - 1988     GOOD             USPSQD
 EJ1669  HISTORY     - 1989     GOOD             USPSQD
 EJ1669
 EJ1669                          STATION DESCRIPTION
 EJ1669
 EJ1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1669'14.1 KM (8.75 MI) NW FROM NORTH LITTLE ROCK.
 EJ1669'11.6 KM (7.25 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE
 EJ1669'INTERSTATE 40 OVERPASS IN NORTH LITTLE ROCK, THENCE 1.4 KM (0.9 MI)
 EJ1669'WEST ALONG MARCHE LATERAL ROAD, THENCE 1.0 KM (0.6 MI) NORTH ALONG
 EJ1669'MARCHE ROAD TO THE MARK ON THE RIGHT, ALSO 1.6 KM (1.0 MI) EAST ALONG
 EJ1669'STATE HIGHWAY 365 FROM THE UNDERPASS OF INTERSTATE 40 IN MORGAN,
 EJ1669'THENCE 0.7 KM (0.45 MI) SOUTH ALONG MARCHE ROAD TO THE MARK ON THE
 EJ1669'LEFT, 9.21 METERS (30.2 FT) EAST OF THE APPROXIMATE CENTER OF MARCHE
 EJ1669'ROAD, 17.07 METERS (56.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EJ1669'SMALL ONE LEVEL WOODEN HOUSE, 10.91 METERS (35.8 FT) SOUTH OF THE
 EJ1669'APPROXIMATE CENTER OF THE DRIVEWAY TO THE HOUSE, 8.69 METERS (28.5 FT)
 EJ1669'SOUTHEAST OF THE SOUTH END OF A CONCRETE PIPE CULVERT UNDER THE
 EJ1669'DRIVEWAY, AND 0.61 METERS (2.0 FT) WEST OF A POWERLINE POLE.  NOTE,
 EJ1669'ROD WAS DRIVEN TO REFUSAL.
 EJ1669'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 EJ1669'THE MARK IS ABOVE LEVEL WITH MARCHE ROAD.
 EJ1669
 EJ1669                          STATION RECOVERY (1988)
 EJ1669
 EJ1669'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1669'RECOVERED IN GOOD CONDITION.
 EJ1669
 EJ1669                          STATION RECOVERY (1989)
 EJ1669
 EJ1669'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1549 ***********************************************************************
 FG1549  DESIGNATION -  M 291
 FG1549  PID         -  FG1549
 FG1549  STATE/COUNTY-  AR/CONWAY
 FG1549  USGS QUAD   -  MENIFEE (1991)
 FG1549
 FG1549                         *CURRENT SURVEY CONTROL
 FG1549  ___________________________________________________________________
 FG1549* NAD 83(1986)-  35 08 50.     (N)    092 33 06.     (W)     SCALED    
 FG1549* NAVD 88     -        96.558  (meters)     316.79   (feet)  ADJUSTED  
 FG1549  ___________________________________________________________________
 FG1549  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG1549  DYNAMIC HT  -          96.468 (meters)     316.50  (feet)  COMP
 FG1549  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 FG1549
 FG1549  VERT ORDER  -  FIRST     CLASS II
 FG1549
 FG1549.The horizontal coordinates were scaled from a topographic map and have
 FG1549.an estimated accuracy of +/- 6 seconds.
 FG1549
 FG1549.The orthometric height was determined by differential leveling
 FG1549.and adjusted by the National Geodetic Survey in June 1991..
 FG1549
 FG1549.The geoid height was determined by GEOID03.
 FG1549
 FG1549.The dynamic height is computed by dividing the NAVD 88
 FG1549.geopotential number by the normal gravity value computed on the
 FG1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1549.degrees latitude (g = 980.6199 gals.).
 FG1549
 FG1549.The modeled gravity was interpolated from observed gravity values.
 FG1549
 FG1549;                    North         East    Units  Estimated Accuracy
 FG1549;SPC AR N     -    90,440.      349,730.      MT  (+/- 180 meters Scaled)
 FG1549
 FG1549                          SUPERSEDED SURVEY CONTROL
 FG1549
 FG1549  NGVD 29 (06/07/95)   96.597  (m)          316.92   (f) ADJUSTED    1 2
 FG1549
 FG1549.Superseded values are not recommended for survey control.
 FG1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1549.See file dsdata.txt to determine how the superseded data were derived.
 FG1549
 FG1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU408894(NAD 83)
 FG1549_MARKER: I = METAL ROD
 FG1549_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1549+WITH SETTING: INFORMATION.
 FG1549_SP_SET: SHALLOW SET METAL ROD
 FG1549_STAMPING: M 291 1984
 FG1549_MARK LOGO: NGS   
 FG1549_PROJECTION: FLUSH
 FG1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1549_ROD/PIPE-DEPTH: 2.29 meters
 FG1549
 FG1549  HISTORY     - Date     Condition        Report By
 FG1549  HISTORY     - 1984     MONUMENTED       NGS
 FG1549  HISTORY     - 1987     GOOD             USPSQD
 FG1549  HISTORY     - 1988     GOOD             USPSQD
 FG1549  HISTORY     - 1989     GOOD             USPSQD
 FG1549  HISTORY     - 1989     GOOD             USPSQD
 FG1549  HISTORY     - 19970319 GOOD             USPSQD
 FG1549
 FG1549                          STATION DESCRIPTION
 FG1549
 FG1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1549'IN MENIFEE.
 FG1549'IN MENIFEE, 0.3 KM (0.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE
 FG1549'POST OFFICE TO THE MARK ON THE RIGHT, 18.29 METERS (60.0 FT) SOUTHWEST
 FG1549'OF THE CENTERLINE OF THE HIGHWAY, 37.64 METERS (123.5 FT) NORTHWEST OF
 FG1549'THE APPROXIMATE CENTER OF THE DRIVEWAY TO A HOUSE TRAILER,
 FG1549'33.86 METERS (111.1 FT) NORTHEAST OF THE NORTHWEST CORNER OF A TRAILER
 FG1549'HOUSE, AND 0.73 METERS (2.4 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX
 FG1549'AND A SAWED OFF POLE BRACING THE JUNCTION BOX.  NOTE, THE ROD WAS
 FG1549'DRIVEN TO REFUSAL.
 FG1549'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 FG1549'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FG1549
 FG1549                          STATION RECOVERY (1987)
 FG1549
 FG1549'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1549'RECOVERED IN GOOD CONDITION.
 FG1549
 FG1549                          STATION RECOVERY (1988)
 FG1549
 FG1549'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1549'RECOVERED IN GOOD CONDITION.
 FG1549
 FG1549                          STATION RECOVERY (1989)
 FG1549
 FG1549'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1549'RECOVERED IN GOOD CONDITION.
 FG1549
 FG1549                          STATION RECOVERY (1989)
 FG1549
 FG1549'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1549'RECOVERED IN GOOD CONDITION.
 FG1549
 FG1549                          STATION RECOVERY (1997)
 FG1549
 FG1549'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1736 ***********************************************************************
 DK1736  DESIGNATION -  M 292
 DK1736  PID         -  DK1736
 DK1736  STATE/COUNTY-  AR/DESHA
 DK1736  USGS QUAD   -  DUMAS (1969)
 DK1736
 DK1736                         *CURRENT SURVEY CONTROL
 DK1736  ___________________________________________________________________
 DK1736* NAD 83(1986)-  33 52 56.     (N)    091 28 07.     (W)     SCALED    
 DK1736* NAVD 88     -        47.747  (meters)     156.65   (feet)  ADJUSTED  
 DK1736  ___________________________________________________________________
 DK1736  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DK1736  DYNAMIC HT  -          47.699 (meters)     156.49  (feet)  COMP
 DK1736  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 DK1736
 DK1736  VERT ORDER  -  FIRST     CLASS II
 DK1736
 DK1736.The horizontal coordinates were scaled from a topographic map and have
 DK1736.an estimated accuracy of +/- 6 seconds.
 DK1736
 DK1736.The orthometric height was determined by differential leveling
 DK1736.and adjusted by the National Geodetic Survey in June 1991..
 DK1736
 DK1736.The geoid height was determined by GEOID03.
 DK1736
 DK1736.The dynamic height is computed by dividing the NAVD 88
 DK1736.geopotential number by the normal gravity value computed on the
 DK1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1736.degrees latitude (g = 980.6199 gals.).
 DK1736
 DK1736.The modeled gravity was interpolated from observed gravity values.
 DK1736
 DK1736;                    North         East    Units  Estimated Accuracy
 DK1736;SPC AR S     -   534,950.      449,160.      MT  (+/- 180 meters Scaled)
 DK1736
 DK1736                          SUPERSEDED SURVEY CONTROL
 DK1736
 DK1736.No superseded survey control is available for this station.
 DK1736
 DK1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT416501(NAD 83)
 DK1736_MARKER: I = METAL ROD
 DK1736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK1736_SP_SET: STAINLESS STEEL ROD
 DK1736_STAMPING: M 292 1984
 DK1736_MARK LOGO: NGS   
 DK1736_PROJECTION: FLUSH
 DK1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1736_ROD/PIPE-DEPTH: 20.7 meters
 DK1736
 DK1736  HISTORY     - Date     Condition        Report By
 DK1736  HISTORY     - 1984     MONUMENTED       NGS
 DK1736  HISTORY     - 1988     GOOD             USPSQD
 DK1736  HISTORY     - 1989     GOOD             USPSQD
 DK1736  HISTORY     - 1990     GOOD             USPSQD
 DK1736  HISTORY     - 20040114 MARK NOT FOUND   USACE
 DK1736
 DK1736                          STATION DESCRIPTION
 DK1736
 DK1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1736'1.7 KM (1.05 MI) EAST FROM DUMAS.
 DK1736'0.3 KM (0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN
 DK1736'DUMAS, THENCE 1.3 KM (0.85 MI) EAST ALONG U.S. HIGHWAY 165, AT A SMALL
 DK1736'PLAYGROUND WITH A CHAIN LINK FENCE ON THE SOUTH SIDE OF THE HIGHWAY,
 DK1736'SET AT THE NORTHWEST CORNER OF THE FENCE, 21.18 METERS (69.5 FT) SOUTH
 DK1736'OF THE CENTER LINE OF THE HIGHWAY, 12.19 METERS (40.0 FT) EAST OF THE
 DK1736'CENTER OF AN ASPHALT DRIVE LEADING SOUTH, 23.62 METERS (77.5 FT)
 DK1736'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING WITH A
 DK1736'BRICK FACE ON EACH SIDE OF THE ENTRANCE DOOR, 5.02 METERS (16.5 FT)
 DK1736'NORTH OF THE CENTER OF A DOUBLE CHAIN LINK GATE, 0.73 METERS (2.4 FT)
 DK1736'EAST OF THE NORTHWEST CORNER POST OF THE FENCE AROUND THE PLAYGROUND,
 DK1736'AND 0.24 METERS (0.8 FT) NORTH OF THE EAST-WEST FENCE.  N0TE, ROD
 DK1736'ANCHORED AT THIS DEPTH.
 DK1736'THE MARK IS 0.27 METERS  WNW FROM A WITNESS POST.
 DK1736'THE MARK IS 0.4 M BELOW HIGHWAY.
 DK1736
 DK1736                          STATION RECOVERY (1988)
 DK1736
 DK1736'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1736'RECOVERED IN GOOD CONDITION.
 DK1736
 DK1736                          STATION RECOVERY (1989)
 DK1736
 DK1736'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1736'RECOVERED IN GOOD CONDITION.
 DK1736
 DK1736                          STATION RECOVERY (1990)
 DK1736
 DK1736'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1736'RECOVERED IN GOOD CONDITION.
 DK1736
 DK1736                          STATION RECOVERY (2004)
 DK1736
 DK1736'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK1736'MARK IS NOW UNDER ASPHALT PARKING LOT. DIRECTOR OF DAYCARE CENTER
 DK1736'STATED THAT FENCE (IN DESCRIPTION) WAS MOVED AND MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1574 ***********************************************************************
 FG1574  DESIGNATION -  M 293
 FG1574  PID         -  FG1574
 FG1574  STATE/COUNTY-  AR/POPE
 FG1574  USGS QUAD   -  HOLLA BEND (1993)
 FG1574
 FG1574                         *CURRENT SURVEY CONTROL
 FG1574  ___________________________________________________________________
 FG1574* NAD 83(1986)-  35 14 32.     (N)    093 00 01.     (W)     SCALED    
 FG1574* NAVD 88     -       125.496  (meters)     411.73   (feet)  ADJUSTED  
 FG1574  ___________________________________________________________________
 FG1574  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FG1574  DYNAMIC HT  -         125.377 (meters)     411.34  (feet)  COMP
 FG1574  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FG1574
 FG1574  VERT ORDER  -  FIRST     CLASS II
 FG1574
 FG1574.The horizontal coordinates were scaled from a topographic map and have
 FG1574.an estimated accuracy of +/- 6 seconds.
 FG1574
 FG1574.The orthometric height was determined by differential leveling
 FG1574.and adjusted by the National Geodetic Survey in June 1991..
 FG1574
 FG1574.The geoid height was determined by GEOID03.
 FG1574
 FG1574.The dynamic height is computed by dividing the NAVD 88
 FG1574.geopotential number by the normal gravity value computed on the
 FG1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1574.degrees latitude (g = 980.6199 gals.).
 FG1574
 FG1574.The modeled gravity was interpolated from observed gravity values.
 FG1574
 FG1574;                    North         East    Units  Estimated Accuracy
 FG1574;SPC AR N     -   101,300.      308,960.      MT  (+/- 180 meters Scaled)
 FG1574
 FG1574                          SUPERSEDED SURVEY CONTROL
 FG1574
 FG1574.No superseded survey control is available for this station.
 FG1574
 FG1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU999999(NAD 83)
 FG1574_MARKER: I = METAL ROD
 FG1574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1574_SP_SET: STAINLESS STEEL ROD
 FG1574_STAMPING: M 293 1984
 FG1574_MARK LOGO: NGS   
 FG1574_PROJECTION: FLUSH
 FG1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1574_ROD/PIPE-DEPTH: 3.05 meters
 FG1574
 FG1574  HISTORY     - Date     Condition        Report By
 FG1574  HISTORY     - 1984     MONUMENTED       NGS
 FG1574  HISTORY     - 1987     GOOD             USPSQD
 FG1574  HISTORY     - 1987     GOOD             USPSQD
 FG1574  HISTORY     - 1988     GOOD             USPSQD
 FG1574  HISTORY     - 1989     GOOD             USPSQD
 FG1574  HISTORY     - 1989     GOOD             USPSQD
 FG1574
 FG1574                          STATION DESCRIPTION
 FG1574
 FG1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1574'6.1 KM (3.8 MI) WEST FROM ATKINS.
 FG1574'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1574'THENCE 5.9 KM (3.7 MI) WEST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE
 FG1574'RIGHT AT A FARM GATE ENTRANCE, 13.53 METERS (44.4 FT) NORTH OF THE
 FG1574'CENTERLINE OF THE HIGHWAY, 14.51 METERS (47.6 FT) WEST OF THE CORNER
 FG1574'POST OF A WIRE MESH FENCE, 8.78 METERS (28.8 FT) NORTHEAST OF THE
 FG1574'HEADWALL OF THE NORTH END OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 FG1574'2.83 METERS (9.3 FT) EAST OF THE APPROXIMATE CENTER OF A FARM ACCESS
 FG1574'ROAD, AND 0.34 METERS (1.1 FT) SOUTH OF A WIRE MESH FENCE.  NOTE, ROD
 FG1574'DRIVEN TO REFUSAL.
 FG1574'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FG1574'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1574
 FG1574                          STATION RECOVERY (1987)
 FG1574
 FG1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1574'RECOVERED IN GOOD CONDITION.
 FG1574
 FG1574                          STATION RECOVERY (1987)
 FG1574
 FG1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1574'RECOVERED IN GOOD CONDITION.
 FG1574
 FG1574                          STATION RECOVERY (1988)
 FG1574
 FG1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1574'RECOVERED IN GOOD CONDITION.
 FG1574
 FG1574                          STATION RECOVERY (1989)
 FG1574
 FG1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1574'RECOVERED IN GOOD CONDITION.
 FG1574
 FG1574                          STATION RECOVERY (1989)
 FG1574
 FG1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1611 ***********************************************************************
 FG1611  DESIGNATION -  M 294
 FG1611  PID         -  FG1611
 FG1611  STATE/COUNTY-  AR/JOHNSON
 FG1611  USGS QUAD   -  CLARKSVILLE (1993)
 FG1611
 FG1611                         *CURRENT SURVEY CONTROL
 FG1611  ___________________________________________________________________
 FG1611* NAD 83(1986)-  35 24 54.     (N)    093 23 03.     (W)     SCALED    
 FG1611* NAVD 88     -       117.599  (meters)     385.82   (feet)  ADJUSTED  
 FG1611  ___________________________________________________________________
 FG1611  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FG1611  DYNAMIC HT  -         117.490 (meters)     385.47  (feet)  COMP
 FG1611  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FG1611
 FG1611  VERT ORDER  -  FIRST     CLASS II
 FG1611
 FG1611.The horizontal coordinates were scaled from a topographic map and have
 FG1611.an estimated accuracy of +/- 6 seconds.
 FG1611
 FG1611.The orthometric height was determined by differential leveling
 FG1611.and adjusted by the National Geodetic Survey in June 1991..
 FG1611
 FG1611.The geoid height was determined by GEOID03.
 FG1611
 FG1611.The dynamic height is computed by dividing the NAVD 88
 FG1611.geopotential number by the normal gravity value computed on the
 FG1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1611.degrees latitude (g = 980.6199 gals.).
 FG1611
 FG1611.The modeled gravity was interpolated from observed gravity values.
 FG1611
 FG1611;                    North         East    Units  Estimated Accuracy
 FG1611;SPC AR N     -   120,890.      274,300.      MT  (+/- 180 meters Scaled)
 FG1611
 FG1611                          SUPERSEDED SURVEY CONTROL
 FG1611
 FG1611.No superseded survey control is available for this station.
 FG1611
 FG1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV651191(NAD 83)
 FG1611_MARKER: DB = BENCH MARK DISK
 FG1611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FG1611_SP_SET: CONCRETE BRIDGE PIER LARGE
 FG1611_STAMPING: M 294 1984
 FG1611_MARK LOGO: NGS   
 FG1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1611
 FG1611  HISTORY     - Date     Condition        Report By
 FG1611  HISTORY     - 1984     MONUMENTED       NGS
 FG1611  HISTORY     - 1987     GOOD             USPSQD
 FG1611  HISTORY     - 1987     GOOD             USPSQD
 FG1611  HISTORY     - 1988     GOOD             USPSQD
 FG1611  HISTORY     - 1989     GOOD             USPSQD
 FG1611  HISTORY     - 1990     GOOD             USPSQD
 FG1611  HISTORY     - 20031004 MARK NOT FOUND   GEOCAC
 FG1611
 FG1611                          STATION DESCRIPTION
 FG1611
 FG1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1611'4.2 KM (2.65 MI) NW FROM KNOXVILLE.
 FG1611'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 315 FROM THE POST OFFICE IN
 FG1611'KNOXVILLE, THENCE 4.2 KM (2.6 MI) NORTHWEST ALONG U.S. HIGHWAY 64 AT
 FG1611'THE WEST BOUND LANE OF INTERSTATE HIGHWAY 40 OVERPASS, THE DISK IS SET
 FG1611'VERTICALLY ON THE SOUTH SIDE IN THE NORTH ONE OF TWO SQUARE BRIDGE
 FG1611'PIERS ON THE EAST SIDE OF HIGHWAY 64, 3.1 KM (1.95 FT) SOUTHEAST ALONG
 FG1611'U.S. HIGHWAY 64 FROM THE POST OFFICE IN LAMAR, AND 7.10 METERS
 FG1611'(23.3 FT) EAST OF THE CENTERLINE OF HIGHWAY 64.
 FG1611'THE MARK IS 1.6 M ABOVE HIGHWAY 64.
 FG1611
 FG1611                          STATION RECOVERY (1987)
 FG1611
 FG1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1611'RECOVERED IN GOOD CONDITION.
 FG1611
 FG1611                          STATION RECOVERY (1987)
 FG1611
 FG1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1611'RECOVERED IN GOOD CONDITION.
 FG1611
 FG1611                          STATION RECOVERY (1988)
 FG1611
 FG1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1611'RECOVERED IN GOOD CONDITION.
 FG1611
 FG1611                          STATION RECOVERY (1989)
 FG1611
 FG1611'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1611'RECOVERED IN GOOD CONDITION.
 FG1611
 FG1611                          STATION RECOVERY (1990)
 FG1611
 FG1611'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1611'RECOVERED IN GOOD CONDITION.
 FG1611
 FG1611                          STATION RECOVERY (2003)
 FG1611
 FG1611'RECOVERY NOTE BY GEOCACHING 2003 (KPW)
 FG1611'BOTH INTERSTATE BRIDGES HAVE BEEN REMOVED AND ARE IN THE PROCESS OF
 FG1611'BEING REPLACED AS PART OF THE ARKANSAS INTERSTATE REHABILITATION
 FG1611'PROGRAM. THE PIER SUPPORTS HOLDING THIS MARK WERE ALSO REMOVED AND
 FG1611'REPLACED WITH NEW CONCRETE PIERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0770 ***********************************************************************
 FH0770  DESIGNATION -  M 295
 FH0770  PID         -  FH0770
 FH0770  STATE/COUNTY-  AR/FRANKLIN
 FH0770  USGS QUAD   -  MULBERRY (1987)
 FH0770
 FH0770                         *CURRENT SURVEY CONTROL
 FH0770  ___________________________________________________________________
 FH0770* NAD 83(1986)-  35 26 13.     (N)    094 02 50.     (W)     SCALED    
 FH0770* NAVD 88     -       240.160  (meters)     787.92   (feet)  ADJUSTED  
 FH0770  ___________________________________________________________________
 FH0770  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FH0770  DYNAMIC HT  -         239.936 (meters)     787.19  (feet)  COMP
 FH0770  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 FH0770
 FH0770  VERT ORDER  -  FIRST     CLASS II
 FH0770
 FH0770.The horizontal coordinates were scaled from a topographic map and have
 FH0770.an estimated accuracy of +/- 6 seconds.
 FH0770
 FH0770.The orthometric height was determined by differential leveling
 FH0770.and adjusted by the National Geodetic Survey in June 1991..
 FH0770
 FH0770.The geoid height was determined by GEOID03.
 FH0770
 FH0770.The dynamic height is computed by dividing the NAVD 88
 FH0770.geopotential number by the normal gravity value computed on the
 FH0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0770.degrees latitude (g = 980.6199 gals.).
 FH0770
 FH0770.The modeled gravity was interpolated from observed gravity values.
 FH0770
 FH0770;                    North         East    Units  Estimated Accuracy
 FH0770;SPC AR N     -   124,370.      214,140.      MT  (+/- 180 meters Scaled)
 FH0770
 FH0770                          SUPERSEDED SURVEY CONTROL
 FH0770
 FH0770.No superseded survey control is available for this station.
 FH0770
 FH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV049220(NAD 83)
 FH0770_MARKER: DB = BENCH MARK DISK
 FH0770_SETTING: 66 = SET IN ROCK OUTCROP
 FH0770_SP_SET: ROCK OUTCROP
 FH0770_STAMPING: M 295 1984
 FH0770_MARK LOGO: NGS   
 FH0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0770+STABILITY: POSITION/ELEVATION WELL
 FH0770
 FH0770  HISTORY     - Date     Condition        Report By
 FH0770  HISTORY     - 1984     MONUMENTED       NGS
 FH0770  HISTORY     - 1987     GOOD             USPSQD
 FH0770  HISTORY     - 1988     GOOD             USPSQD
 FH0770  HISTORY     - 1989     GOOD             USPSQD
 FH0770  HISTORY     - 1990     GOOD             USPSQD
 FH0770
 FH0770                          STATION DESCRIPTION
 FH0770
 FH0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0770'11.0 KM (6.85 MI) WEST FROM CECIL.
 FH0770'11.0 KM (6.85 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0770'CECIL TO THE MARK ON THE RIGHT, A DISK SET IN AN OUTCROP OF BEDROCK,
 FH0770'9.27 METERS (30.4 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 96, AND
 FH0770'3.63 METERS (11.9 FT) SOUTHEAST OF A FENCE.
 FH0770'THE MARK IS 0.43 METERS  ESE FROM A WITNESS POST.
 FH0770'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FH0770
 FH0770                          STATION RECOVERY (1987)
 FH0770
 FH0770'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0770'RECOVERED IN GOOD CONDITION.
 FH0770
 FH0770                          STATION RECOVERY (1988)
 FH0770
 FH0770'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0770'RECOVERED IN GOOD CONDITION.
 FH0770
 FH0770                          STATION RECOVERY (1989)
 FH0770
 FH0770'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0770'RECOVERED IN GOOD CONDITION.
 FH0770
 FH0770                          STATION RECOVERY (1990)
 FH0770
 FH0770'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1640 ***********************************************************************
 FG1640  DESIGNATION -  M 296
 FG1640  PID         -  FG1640
 FG1640  STATE/COUNTY-  AR/FRANKLIN
 FG1640  USGS QUAD   -  OZARK (1993)
 FG1640
 FG1640                         *CURRENT SURVEY CONTROL
 FG1640  ___________________________________________________________________
 FG1640* NAD 83(1986)-  35 28 38.     (N)    093 47 43.     (W)     SCALED    
 FG1640* NAVD 88     -       163.081  (meters)     535.04   (feet)  ADJUSTED  
 FG1640  ___________________________________________________________________
 FG1640  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1640  DYNAMIC HT  -         162.931 (meters)     534.55  (feet)  COMP
 FG1640  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 FG1640
 FG1640  VERT ORDER  -  FIRST     CLASS II
 FG1640
 FG1640.The horizontal coordinates were scaled from a topographic map and have
 FG1640.an estimated accuracy of +/- 6 seconds.
 FG1640
 FG1640.The orthometric height was determined by differential leveling
 FG1640.and adjusted by the National Geodetic Survey in June 1991..
 FG1640
 FG1640.The geoid height was determined by GEOID03.
 FG1640
 FG1640.The dynamic height is computed by dividing the NAVD 88
 FG1640.geopotential number by the normal gravity value computed on the
 FG1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1640.degrees latitude (g = 980.6199 gals.).
 FG1640
 FG1640.The modeled gravity was interpolated from observed gravity values.
 FG1640
 FG1640;                    North         East    Units  Estimated Accuracy
 FG1640;SPC AR N     -   128,390.      237,090.      MT  (+/- 180 meters Scaled)
 FG1640
 FG1640                          SUPERSEDED SURVEY CONTROL
 FG1640
 FG1640.No superseded survey control is available for this station.
 FG1640
 FG1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV278262(NAD 83)
 FG1640_MARKER: I = METAL ROD
 FG1640_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1640+WITH SETTING: INFORMATION.
 FG1640_SP_SET: SHALLOW SET METAL ROD
 FG1640_STAMPING: M 296 1984
 FG1640_MARK LOGO: NGS   
 FG1640_PROJECTION: FLUSH
 FG1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1640_ROD/PIPE-DEPTH: 0.91 meters
 FG1640
 FG1640  HISTORY     - Date     Condition        Report By
 FG1640  HISTORY     - 1984     MONUMENTED       NGS
 FG1640  HISTORY     - 1988     GOOD             USPSQD
 FG1640  HISTORY     - 1989     GOOD             USPSQD
 FG1640  HISTORY     - 1989     GOOD             USPSQD
 FG1640
 FG1640                          STATION DESCRIPTION
 FG1640
 FG1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1640'5.0 KM (3.1 MI) NW FROM ALTUS.
 FG1640'5.0 KM (3.1 MI) NORTHWEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION AT
 FG1640'STATE HIGHWAY 186 IN ALTUS TO THE MARK ON THE RIGHT, ALSO 0.2 KM
 FG1640'(0.1 MI) SOUTH ALONG NORTH FIFTH STREET FROM THE POST OFFICE IN OZARK,
 FG1640'THENCE 3.2 KM (2.0 MI) EAST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE
 FG1640'LEFT AT THE TOP OF A HILL, 12.65 METERS (41.5 FT) NORTH OF THE
 FG1640'CENTERLINE OF HIGHWAY 64, 35.66 METERS (117.0 FT) EAST OF THE
 FG1640'APPROXIMATE CENTER OF THE DRIVEWAY TO A ONE LEVEL WOODEN HOUSE,
 FG1640'14.87 METERS (48.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FG1640'METAL SHED, 1.74 METERS (5.7 FT) WEST OF THE CORNER POST OF A LOG
 FG1640'FENCE, AND 0.7 METER (2.5 FT) NORTH OF THE SOUTH ROW OF A LOG FENCE.
 FG1640'NOTE, ROD DRIVEN TO REFUSAL.
 FG1640'THE MARK IS 0.55 METERS  N FROM A WITNESS POST.
 FG1640'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1640
 FG1640                          STATION RECOVERY (1988)
 FG1640
 FG1640'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1640'RECOVERED IN GOOD CONDITION.
 FG1640
 FG1640                          STATION RECOVERY (1989)
 FG1640
 FG1640'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1640'RECOVERED IN GOOD CONDITION.
 FG1640
 FG1640                          STATION RECOVERY (1989)
 FG1640
 FG1640'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0794 ***********************************************************************
 FH0794  DESIGNATION -  M 297
 FH0794  PID         -  FH0794
 FH0794  STATE/COUNTY-  AR/SEBASTIAN
 FH0794  USGS QUAD   -  BARLING (1987)
 FH0794
 FH0794                         *CURRENT SURVEY CONTROL
 FH0794  ___________________________________________________________________
 FH0794* NAD 83(1986)-  35 19 05.     (N)    094 17 11.     (W)     SCALED    
 FH0794* NAVD 88     -       126.367  (meters)     414.59   (feet)  ADJUSTED  
 FH0794  ___________________________________________________________________
 FH0794  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FH0794  DYNAMIC HT  -         126.247 (meters)     414.20  (feet)  COMP
 FH0794  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FH0794
 FH0794  VERT ORDER  -  FIRST     CLASS II
 FH0794
 FH0794.The horizontal coordinates were scaled from a topographic map and have
 FH0794.an estimated accuracy of +/- 6 seconds.
 FH0794
 FH0794.The orthometric height was determined by differential leveling
 FH0794.and adjusted by the National Geodetic Survey in June 1991..
 FH0794
 FH0794.The geoid height was determined by GEOID03.
 FH0794
 FH0794.The dynamic height is computed by dividing the NAVD 88
 FH0794.geopotential number by the normal gravity value computed on the
 FH0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0794.degrees latitude (g = 980.6199 gals.).
 FH0794
 FH0794.The modeled gravity was interpolated from observed gravity values.
 FH0794
 FH0794;                    North         East    Units  Estimated Accuracy
 FH0794;SPC AR N     -   111,660.      192,120.      MT  (+/- 180 meters Scaled)
 FH0794
 FH0794                          SUPERSEDED SURVEY CONTROL
 FH0794
 FH0794.No superseded survey control is available for this station.
 FH0794
 FH0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV830090(NAD 83)
 FH0794_MARKER: I = METAL ROD
 FH0794_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0794+WITH SETTING: INFORMATION.
 FH0794_SP_SET: SHALLOW SET METAL ROD
 FH0794_STAMPING: M 297 1984
 FH0794_MARK LOGO: NGS   
 FH0794_PROJECTION: RECESSED 5 CENTIMETERS
 FH0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0794_ROD/PIPE-DEPTH: 2.44 meters
 FH0794
 FH0794  HISTORY     - Date     Condition        Report By
 FH0794  HISTORY     - 1984     MONUMENTED       NGS
 FH0794  HISTORY     - 1988     GOOD             USPSQD
 FH0794  HISTORY     - 1989     GOOD             USPSQD
 FH0794  HISTORY     - 1990     GOOD             USPSQD
 FH0794
 FH0794                          STATION DESCRIPTION
 FH0794
 FH0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0794'1.9 KM (1.2 MI) EAST FROM BARLING.
 FH0794'1.9 KM (1.2 MI) EAST ALONG STATE ROUTE 22 FROM THE POST OFFICE IN
 FH0794'BARLING TO THE ENTRANCE OF FORT CHAFFEE, THE MARK IS ON THE RIGHT,
 FH0794'35.30 METERS (115.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 FH0794'22, 16.86 METERS (55.3 FT) EAST-SOUTHEAST OF THE GUARD HOUSE AT THE
 FH0794'ENTRANCE OF THE FORT, 13.26 METERS (43.5 FT) SOUTHWEST OF THE EAST END
 FH0794'OF A ROCK WALL, 7.71 METERS (25.3 FT) EAST-SOUTHEAST OF THE WEST END
 FH0794'OF A ROCK WALL, AND 1.04 METERS (3.4 FT) NORTH-NORTHEAST OF A ROCK
 FH0794'WALL.  NOTE, ROD DRIVEN TO REFUSAL.
 FH0794'THE MARK IS ABOVE LEVEL WITH HIGHWAY 22.
 FH0794
 FH0794                          STATION RECOVERY (1988)
 FH0794
 FH0794'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0794'RECOVERED IN GOOD CONDITION.
 FH0794
 FH0794                          STATION RECOVERY (1989)
 FH0794
 FH0794'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0794'RECOVERED IN GOOD CONDITION.
 FH0794
 FH0794                          STATION RECOVERY (1990)
 FH0794
 FH0794'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0817 ***********************************************************************
 FH0817  DESIGNATION -  M 298
 FH0817  PID         -  FH0817
 FH0817  STATE/COUNTY-  AR/SEBASTIAN
 FH0817  USGS QUAD   -  GREENWOOD (1987)
 FH0817
 FH0817                         *CURRENT SURVEY CONTROL
 FH0817  ___________________________________________________________________
 FH0817* NAD 83(1986)-  35 14 53.     (N)    094 20 29.     (W)     SCALED    
 FH0817* NAVD 88     -       141.621  (meters)     464.63   (feet)  ADJUSTED  
 FH0817  ___________________________________________________________________
 FH0817  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FH0817  DYNAMIC HT  -         141.484 (meters)     464.19  (feet)  COMP
 FH0817  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 FH0817
 FH0817  VERT ORDER  -  FIRST     CLASS II
 FH0817
 FH0817.The horizontal coordinates were scaled from a topographic map and have
 FH0817.an estimated accuracy of +/- 6 seconds.
 FH0817
 FH0817.The orthometric height was determined by differential leveling
 FH0817.and adjusted by the National Geodetic Survey in June 1991..
 FH0817
 FH0817.The geoid height was determined by GEOID03.
 FH0817
 FH0817.The dynamic height is computed by dividing the NAVD 88
 FH0817.geopotential number by the normal gravity value computed on the
 FH0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0817.degrees latitude (g = 980.6199 gals.).
 FH0817
 FH0817.The modeled gravity was interpolated from observed gravity values.
 FH0817
 FH0817;                    North         East    Units  Estimated Accuracy
 FH0817;SPC AR N     -   104,010.      186,940.      MT  (+/- 180 meters Scaled)
 FH0817
 FH0817                          SUPERSEDED SURVEY CONTROL
 FH0817
 FH0817.No superseded survey control is available for this station.
 FH0817
 FH0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV779013(NAD 83)
 FH0817_MARKER: DB = BENCH MARK DISK
 FH0817_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0817_SP_SET: BRIDGE ABUTMENT
 FH0817_STAMPING: M 298 1985
 FH0817_MARK LOGO: NGS   
 FH0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0817
 FH0817  HISTORY     - Date     Condition        Report By
 FH0817  HISTORY     - 1985     MONUMENTED       NGS
 FH0817  HISTORY     - 1987     GOOD             USPSQD
 FH0817  HISTORY     - 1988     GOOD             USPSQD
 FH0817  HISTORY     - 1989     GOOD             USPSQD
 FH0817  HISTORY     - 1990     GOOD             USPSQD
 FH0817
 FH0817                          STATION DESCRIPTION
 FH0817
 FH0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0817'19.1 KM (11.85 MI) SSE FROM FORT SMITH.
 FH0817'19.1 KM (11.85 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE
 FH0817'JUNCTION OF U.S. HIGHWAY 64 IN FORT SMITH, AT THE HIGHWAY 71 BRIDGE
 FH0817'OVER PRARIE CREEK, SET IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF
 FH0817'THE BRIDGE, 0.77 KM (0.45 MI) NORTHWEST OF OLD JINNY LIND ROAD LEADING
 FH0817'EAST, 7.2 METERS (23.7 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 71,
 FH0817'AND 0.55 METERS (1.8 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 FH0817'CONCRETE BRIDGE BANISTER.
 FH0817'THE MARK IS 0.15 M BELOW HIGHWAY SURFACE.
 FH0817
 FH0817                          STATION RECOVERY (1987)
 FH0817
 FH0817'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0817'RECOVERED IN GOOD CONDITION.
 FH0817
 FH0817                          STATION RECOVERY (1988)
 FH0817
 FH0817'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0817'RECOVERED IN GOOD CONDITION.
 FH0817
 FH0817                          STATION RECOVERY (1989)
 FH0817
 FH0817'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0817'RECOVERED IN GOOD CONDITION.
 FH0817
 FH0817                          STATION RECOVERY (1990)
 FH0817
 FH0817'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0674 ***********************************************************************
 EK0674  DESIGNATION -  M 299
 EK0674  PID         -  EK0674
 EK0674  STATE/COUNTY-  AR/SCOTT
 EK0674  USGS QUAD   -  WALDRON (1983)
 EK0674
 EK0674                         *CURRENT SURVEY CONTROL
 EK0674  ___________________________________________________________________
 EK0674* NAD 83(1986)-  34 58 50.     (N)    094 05 39.     (W)     SCALED    
 EK0674* NAVD 88     -       199.055  (meters)     653.07   (feet)  ADJUSTED  
 EK0674  ___________________________________________________________________
 EK0674  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 EK0674  DYNAMIC HT  -         198.853 (meters)     652.40  (feet)  COMP
 EK0674  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 EK0674
 EK0674  VERT ORDER  -  FIRST     CLASS II
 EK0674
 EK0674.The horizontal coordinates were scaled from a topographic map and have
 EK0674.an estimated accuracy of +/- 6 seconds.
 EK0674
 EK0674.The orthometric height was determined by differential leveling
 EK0674.and adjusted by the National Geodetic Survey in June 1991..
 EK0674
 EK0674.The geoid height was determined by GEOID03.
 EK0674
 EK0674.The dynamic height is computed by dividing the NAVD 88
 EK0674.geopotential number by the normal gravity value computed on the
 EK0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0674.degrees latitude (g = 980.6199 gals.).
 EK0674
 EK0674.The modeled gravity was interpolated from observed gravity values.
 EK0674
 EK0674;                    North         East    Units  Estimated Accuracy
 EK0674;SPC AR N     -    73,840.      208,800.      MT  (+/- 180 meters Scaled)
 EK0674
 EK0674                          SUPERSEDED SURVEY CONTROL
 EK0674
 EK0674.No superseded survey control is available for this station.
 EK0674
 EK0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU001714(NAD 83)
 EK0674_MARKER: DB = BENCH MARK DISK
 EK0674_SETTING: 66 = SET IN ROCK OUTCROP
 EK0674_SP_SET: ROCK OUTCROP
 EK0674_STAMPING: M 299 1985
 EK0674_MARK LOGO: NGS   
 EK0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0674+STABILITY: POSITION/ELEVATION WELL
 EK0674
 EK0674  HISTORY     - Date     Condition        Report By
 EK0674  HISTORY     - 1985     MONUMENTED       NGS
 EK0674  HISTORY     - 1987     GOOD             USPSQD
 EK0674  HISTORY     - 1988     GOOD             USPSQD
 EK0674  HISTORY     - 1989     GOOD             USPSQD
 EK0674  HISTORY     - 1990     GOOD             USPSQD
 EK0674
 EK0674                          STATION DESCRIPTION
 EK0674
 EK0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0674'11.0 KM (6.85 MI) NORTH FROM WALDRON.
 EK0674'4.2 KM (2.65 MI) NORTH ALONG U.S. HIGHWAY 71 B (BUSINESS ROUTE 71)
 EK0674'FROM THE JUNCTION OF STATE ROUTE 80 (EAST CHURCH STREET) IN WALDRON,
 EK0674'THNECE 6.8 KM (4.2 MI) NORTH ALONG U.S. HIGHWAY 71, AT THE INSIDE OF A
 EK0674'CURVE, SET IN TOP OF A 2 BY 2 FEET FLAT ROCK PROTRUDING FROM A
 EK0674'CUTBANK, 9.0 METERS (30.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 EK0674'HIGHWAY 71, AND 22.1 METERS (72.5 FT) NORTHWEST OF A TELEPHONE
 EK0674'JUNCTION BOX AND A VERTICAL WOODEN POLE NUMBERED 100-130-4.
 EK0674'THE MARK IS 0.31 METERS  SSE FROM A WITNESS POST.
 EK0674'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0674
 EK0674                          STATION RECOVERY (1987)
 EK0674
 EK0674'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0674'RECOVERED IN GOOD CONDITION.
 EK0674
 EK0674                          STATION RECOVERY (1988)
 EK0674
 EK0674'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0674'RECOVERED IN GOOD CONDITION.
 EK0674
 EK0674                          STATION RECOVERY (1989)
 EK0674
 EK0674'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0674'RECOVERED IN GOOD CONDITION.
 EK0674
 EK0674                          STATION RECOVERY (1990)
 EK0674
 EK0674'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EK0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0737 ***********************************************************************
 FF0737  DESIGNATION -  M 3
 FF0737  PID         -  FF0737
 FF0737  STATE/COUNTY-  AR/CRAIGHEAD
 FF0737  USGS QUAD   -  JONESBORO (1983)
 FF0737
 FF0737                         *CURRENT SURVEY CONTROL
 FF0737  ___________________________________________________________________
 FF0737* NAD 83(1986)-  35 50 16.     (N)    090 40 37.     (W)     SCALED    
 FF0737* NAVD 88     -        84.711  (meters)     277.92   (feet)  ADJUSTED  
 FF0737  ___________________________________________________________________
 FF0737  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF0737  DYNAMIC HT  -          84.639 (meters)     277.69  (feet)  COMP
 FF0737  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 FF0737
 FF0737  VERT ORDER  -  FIRST     CLASS II
 FF0737
 FF0737.The horizontal coordinates were scaled from a topographic map and have
 FF0737.an estimated accuracy of +/- 6 seconds.
 FF0737
 FF0737.The orthometric height was determined by differential leveling
 FF0737.and adjusted by the National Geodetic Survey in June 1991..
 FF0737.WARNING-Repeat measurements at this control monument indicate possible
 FF0737.vertical movement.
 FF0737
 FF0737.The geoid height was determined by GEOID03.
 FF0737
 FF0737.The dynamic height is computed by dividing the NAVD 88
 FF0737.geopotential number by the normal gravity value computed on the
 FF0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0737.degrees latitude (g = 980.6199 gals.).
 FF0737
 FF0737.The modeled gravity was interpolated from observed gravity values.
 FF0737
 FF0737;                    North         East    Units  Estimated Accuracy
 FF0737;SPC AR N     -   167,710.      519,530.      MT  (+/- 180 meters Scaled)
 FF0737
 FF0737                          SUPERSEDED SURVEY CONTROL
 FF0737
 FF0737  NGVD 29 (??/??/??)   84.628  (m)          277.65   (f) ADJUSTED    1 2
 FF0737
 FF0737.Superseded values are not recommended for survey control.
 FF0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0737.See file dsdata.txt to determine how the superseded data were derived.
 FF0737
 FF0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV098684(NAD 83)
 FF0737_MARKER: DB = BENCH MARK DISK
 FF0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0737_SP_SET: CULVERT
 FF0737_STAMPING: 277.650 M 3 1928
 FF0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0737
 FF0737  HISTORY     - Date     Condition        Report By
 FF0737  HISTORY     - 1928     MONUMENTED       CGS
 FF0737  HISTORY     - 1956     GOOD             CGS
 FF0737  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0737
 FF0737                          STATION DESCRIPTION
 FF0737
 FF0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0737'1.6 MI SE FROM JONESBORO.
 FF0737'1.65 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0737'FROM THE STATION AT JONESBORO, AT CROSSING OF STATE HIGHWAY 173
 FF0737'WHICH LEADS NORTH THRU CAMPUS OF ARKANSAS STATE COLLEGE, IN THE TOP
 FF0737'AND 1 FOOT SOUTH OF THE NORTH END OF THE WEST HEAD WALL OF A BOX
 FF0737'CULVERT THAT HAS BEEN FILLED IN UNDER THE HIGHWAY, 11 FEET WEST OF
 FF0737'CENTER LINE OF HIGHWAY, 17 FEET SOUTH-SOUTHWEST OF NEAR RAIL OF
 FF0737'TRACK, 30 FEET WEST AND ACROSS ROAD FROM CROSSING WARNING SIGNAL
 FF0737'LIGHT, 6.7 FEET SOUTHEAST OF NORTHWEST END OF NORTH WING WALL OF
 FF0737'CULVERT, ABOUT 2 FEET BELOW LEVEL OF TRACK AND ABOUT 1 FOOT UNDER
 FF0737'GROUND.
 FF0737
 FF0737                          STATION RECOVERY (1992)
 FF0737
 FF0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0737'THE HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1003 ***********************************************************************
 FG1003  DESIGNATION -  M 30
 FG1003  PID         -  FG1003
 FG1003  STATE/COUNTY-  AR/JOHNSON
 FG1003  USGS QUAD   -  DELAWARE (1993)
 FG1003
 FG1003                         *CURRENT SURVEY CONTROL
 FG1003  ___________________________________________________________________
 FG1003* NAD 83(1986)-  35 21 23.     (N)    093 20 36.     (W)     SCALED    
 FG1003* NAVD 88     -       104.368  (meters)     342.41   (feet)  ADJUSTED  
 FG1003  ___________________________________________________________________
 FG1003  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FG1003  DYNAMIC HT  -         104.270 (meters)     342.09  (feet)  COMP
 FG1003  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FG1003
 FG1003  VERT ORDER  -  FIRST     CLASS II
 FG1003
 FG1003.The horizontal coordinates were scaled from a topographic map and have
 FG1003.an estimated accuracy of +/- 6 seconds.
 FG1003
 FG1003.The orthometric height was determined by differential leveling
 FG1003.and adjusted by the National Geodetic Survey in June 1991..
 FG1003
 FG1003.The geoid height was determined by GEOID03.
 FG1003
 FG1003.The dynamic height is computed by dividing the NAVD 88
 FG1003.geopotential number by the normal gravity value computed on the
 FG1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1003.degrees latitude (g = 980.6199 gals.).
 FG1003
 FG1003.The modeled gravity was interpolated from observed gravity values.
 FG1003
 FG1003;                    North         East    Units  Estimated Accuracy
 FG1003;SPC AR N     -   114,330.      277,910.      MT  (+/- 180 meters Scaled)
 FG1003
 FG1003                          SUPERSEDED SURVEY CONTROL
 FG1003
 FG1003  NGVD 29 (??/??/92)  104.353  (m)          342.36   (f) ADJ UNCH    1 2
 FG1003
 FG1003.Superseded values are not recommended for survey control.
 FG1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1003.See file dsdata.txt to determine how the superseded data were derived.
 FG1003
 FG1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV688126(NAD 83)
 FG1003_MARKER: DB = BENCH MARK DISK
 FG1003_SETTING: 0 = UNSPECIFIED SETTING
 FG1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1003
 FG1003  HISTORY     - Date     Condition        Report By
 FG1003  HISTORY     - UNK      MONUMENTED       CGS
 FG1003  HISTORY     - 1932     GOOD             NGS
 FG1003  HISTORY     - 1935     GOOD             NGS
 FG1003  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1003
 FG1003                          STATION DESCRIPTION
 FG1003
 FG1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1003'1.5 MI W FROM PINEY.
 FG1003'ON THE MISSOURI PACIFIC R. R. AT MILE POLE 431/ 16 POLES, 42 FEET N.
 FG1003'OF TRACK AND 30 FEET W. OF CROSS ROAD.
 FG1003
 FG1003                          STATION RECOVERY (1935)
 FG1003
 FG1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG1003'RECOVERED IN GOOD CONDITION.
 FG1003
 FG1003                          STATION RECOVERY (1984)
 FG1003
 FG1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1003'NOT RECOVERED THIS DATE, ROAD WIDENED, CROSSROAD GONE, PRESUMED
 FG1003'KNOCKED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1353 ***********************************************************************
 EJ1353  DESIGNATION -  M 30
 EJ1353  PID         -  EJ1353
 EJ1353  STATE/COUNTY-  AR/PIKE
 EJ1353  USGS QUAD   -  NARROWS DAM (1969)
 EJ1353
 EJ1353                         *CURRENT SURVEY CONTROL
 EJ1353  ___________________________________________________________________
 EJ1353* NAD 83(1986)-  34 14 14.     (N)    093 44 28.     (W)     SCALED    
 EJ1353* NAVD 88     -       191.596  (meters)     628.59   (feet)  ADJUSTED  
 EJ1353  ___________________________________________________________________
 EJ1353  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EJ1353  DYNAMIC HT  -         191.400 (meters)     627.95  (feet)  COMP
 EJ1353  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 EJ1353
 EJ1353  VERT ORDER  -  SECOND    CLASS 0
 EJ1353
 EJ1353.The horizontal coordinates were scaled from a topographic map and have
 EJ1353.an estimated accuracy of +/- 6 seconds.
 EJ1353
 EJ1353.The orthometric height was determined by differential leveling
 EJ1353.and adjusted by the National Geodetic Survey in June 1991..
 EJ1353
 EJ1353.The geoid height was determined by GEOID03.
 EJ1353
 EJ1353.The dynamic height is computed by dividing the NAVD 88
 EJ1353.geopotential number by the normal gravity value computed on the
 EJ1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1353.degrees latitude (g = 980.6199 gals.).
 EJ1353
 EJ1353.The modeled gravity was interpolated from observed gravity values.
 EJ1353
 EJ1353;                    North         East    Units  Estimated Accuracy
 EJ1353;SPC AR S     -   575,560.      239,620.      MT  (+/- 180 meters Scaled)
 EJ1353
 EJ1353                          SUPERSEDED SURVEY CONTROL
 EJ1353
 EJ1353  NGVD 29 (??/??/92)  191.563  (m)          628.49   (f) ADJ UNCH    2 0
 EJ1353
 EJ1353.Superseded values are not recommended for survey control.
 EJ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1353.See file dsdata.txt to determine how the superseded data were derived.
 EJ1353
 EJ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT317887(NAD 83)
 EJ1353_MARKER: DB = BENCH MARK DISK
 EJ1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1353_STAMPING: M-30 1932
 EJ1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1353+STABILITY: SURFACE MOTION
 EJ1353
 EJ1353  HISTORY     - Date     Condition        Report By
 EJ1353  HISTORY     - 1932     MONUMENTED       CGS
 EJ1353  HISTORY     - 1934     GOOD             NGS
 EJ1353  HISTORY     - 1962     GOOD             NGS
 EJ1353
 EJ1353                          STATION DESCRIPTION
 EJ1353
 EJ1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1353'IN DAISY.
 EJ1353'72 FEET NORTHWEST OF CONCRETE CURB OF WELL WITH SHINGLE ROOF ON SOUTH
 EJ1353'SIDE OF HIGHWAY.  43 FEET NORTH OF CENTERLINE OF U.S. HWY. 70.  24
 EJ1353'FEET WEST OF WEST END OF WHITE HOUSE WITH ORANGE TRIMMINGS, PROPERTY
 EJ1353'OF R.N. SMEAD.  15 FEET SOUTHWEST OF OAK TREE 2.5 FEET IN DIAMETER AT
 EJ1353'BASE, BLAZED AND MARKED U.S.P.B.M.  2 FEET EAST OF SOUTHEAST CORNER OF
 EJ1353'SHINGLE ROOF CELLAR.  TABLET SET IN PRECAST CONCRETE POST.  NOTE--
 EJ1353'MARK IS ACROSS THE HWY FROM THE DAISY POST OFFICE.  25 FT N OF THE W
 EJ1353'END OF THE N HEADWALL OF A CONCRETE CULVERT.
 EJ1353
 EJ1353                          STATION RECOVERY (1962)
 EJ1353
 EJ1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0701 ***********************************************************************
 EK0701  DESIGNATION -  M 300
 EK0701  PID         -  EK0701
 EK0701  STATE/COUNTY-  AR/POLK
 EK0701  USGS QUAD   -  ACORN (1975)
 EK0701
 EK0701                         *CURRENT SURVEY CONTROL
 EK0701  ___________________________________________________________________
 EK0701* NAD 83(1986)-  34 40 55.     (N)    094 10 51.     (W)     SCALED    
 EK0701* NAVD 88     -       431.429  (meters)    1415.45   (feet)  ADJUSTED  
 EK0701  ___________________________________________________________________
 EK0701  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 EK0701  DYNAMIC HT  -         430.958 (meters)    1413.90  (feet)  COMP
 EK0701  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 EK0701
 EK0701  VERT ORDER  -  FIRST     CLASS II
 EK0701
 EK0701.The horizontal coordinates were scaled from a topographic map and have
 EK0701.an estimated accuracy of +/- 6 seconds.
 EK0701
 EK0701.The orthometric height was determined by differential leveling
 EK0701.and adjusted by the National Geodetic Survey in June 1991..
 EK0701
 EK0701.The geoid height was determined by GEOID03.
 EK0701
 EK0701.The dynamic height is computed by dividing the NAVD 88
 EK0701.geopotential number by the normal gravity value computed on the
 EK0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0701.degrees latitude (g = 980.6199 gals.).
 EK0701
 EK0701.The modeled gravity was interpolated from observed gravity values.
 EK0701
 EK0701;                    North         East    Units  Estimated Accuracy
 EK0701;SPC AR S     -   625,650.      200,170.      MT  (+/- 180 meters Scaled)
 EK0701
 EK0701                          SUPERSEDED SURVEY CONTROL
 EK0701
 EK0701.No superseded survey control is available for this station.
 EK0701
 EK0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU918384(NAD 83)
 EK0701_MARKER: I = METAL ROD
 EK0701_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0701+WITH SETTING: INFORMATION.
 EK0701_SP_SET: SHALLOW SET METAL ROD
 EK0701_STAMPING: M 300 1985
 EK0701_MARK LOGO: NGS   
 EK0701_PROJECTION: FLUSH
 EK0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0701_ROD/PIPE-DEPTH: 2.7  meters
 EK0701
 EK0701  HISTORY     - Date     Condition        Report By
 EK0701  HISTORY     - 1985     MONUMENTED       NGS
 EK0701  HISTORY     - 1987     GOOD             USPSQD
 EK0701  HISTORY     - 1988     GOOD             USPSQD
 EK0701  HISTORY     - 1989     GOOD             USPSQD
 EK0701  HISTORY     - 1990     GOOD             USPSQD
 EK0701
 EK0701                          STATION DESCRIPTION
 EK0701
 EK0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0701'21.9 KM (13.6 MI) SSW FROM BOLES.
 EK0701'21.9 KM (13.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0701'IN BOLES, AT THE TOP OF A LOW HILL, AT THE NORTHWEST EDGE OF A U.S.
 EK0701'FOREST SERVICE REST AREA, SET BETWEEN TWO WITNESS POSTS, 17.2 METERS
 EK0701'(56.4 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 71, 57.6 METERS
 EK0701'(189.0 FT) NORTHWEST OF AN EXTENDED APPROXIMATE CENTER OF A U.S.
 EK0701'FOREST SERVICE ROAD NUMBER 278 LEADING NORTH UP A HILL, 56.7 METERS
 EK0701'(186.0 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A SET OF BRICK
 EK0701'STEPS SET IN THE SIDE OF A HILL AND FOREST SERVICE PATH LEADING WEST
 EK0701'UP THE HILL, 0.91 METERS (3.0 FT) NORTHWEST OF A DOUBLE TRUNK 10-INCH
 EK0701'OAK TREE, AND 1.3 METERS (4.4 FT) SOUTH-SOUTHWEST OF A DOUBLE TRUNK
 EK0701'10-INCH OAK TREE.  NOTE, DRIVEN TO REFUSAL.
 EK0701'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 EK0701'THE MARK IS 0.61 M ABOVE HIGHWAY 71.
 EK0701
 EK0701                          STATION RECOVERY (1987)
 EK0701
 EK0701'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0701'RECOVERED IN GOOD CONDITION.
 EK0701
 EK0701                          STATION RECOVERY (1988)
 EK0701
 EK0701'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0701'RECOVERED IN GOOD CONDITION.
 EK0701
 EK0701                          STATION RECOVERY (1989)
 EK0701
 EK0701'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0701'RECOVERED IN GOOD CONDITION.
 EK0701
 EK0701                          STATION RECOVERY (1990)
 EK0701
 EK0701'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0728 ***********************************************************************
 EK0728  DESIGNATION -  M 301
 EK0728  PID         -  EK0728
 EK0728  STATE/COUNTY-  AR/POLK
 EK0728  USGS QUAD   -  COVE (1984)
 EK0728
 EK0728                         *CURRENT SURVEY CONTROL
 EK0728  ___________________________________________________________________
 EK0728* NAD 83(1986)-  34 25 13.     (N)    094 24 39.     (W)     SCALED    
 EK0728* NAVD 88     -       292.602  (meters)     959.98   (feet)  ADJUSTED  
 EK0728  ___________________________________________________________________
 EK0728  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 EK0728  DYNAMIC HT  -         292.286 (meters)     958.94  (feet)  COMP
 EK0728  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 EK0728
 EK0728  VERT ORDER  -  FIRST     CLASS II
 EK0728
 EK0728.The horizontal coordinates were scaled from a topographic map and have
 EK0728.an estimated accuracy of +/- 6 seconds.
 EK0728
 EK0728.The orthometric height was determined by differential leveling
 EK0728.and adjusted by the National Geodetic Survey in June 1991..
 EK0728
 EK0728.The geoid height was determined by GEOID03.
 EK0728
 EK0728.The dynamic height is computed by dividing the NAVD 88
 EK0728.geopotential number by the normal gravity value computed on the
 EK0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0728.degrees latitude (g = 980.6199 gals.).
 EK0728
 EK0728.The modeled gravity was interpolated from observed gravity values.
 EK0728
 EK0728;                    North         East    Units  Estimated Accuracy
 EK0728;SPC AR S     -   597,110.      178,410.      MT  (+/- 180 meters Scaled)
 EK0728
 EK0728                          SUPERSEDED SURVEY CONTROL
 EK0728
 EK0728.No superseded survey control is available for this station.
 EK0728
 EK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU703096(NAD 83)
 EK0728_MARKER: DB = BENCH MARK DISK
 EK0728_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0728_SP_SET: BRIDGE ABUTMENT
 EK0728_STAMPING: M 301 1985
 EK0728_MARK LOGO: NGS   
 EK0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0728
 EK0728  HISTORY     - Date     Condition        Report By
 EK0728  HISTORY     - 1985     MONUMENTED       NGS
 EK0728  HISTORY     - 1987     GOOD             USPSQD
 EK0728  HISTORY     - 1988     GOOD             USPSQD
 EK0728  HISTORY     - 1989     GOOD             USPSQD
 EK0728  HISTORY     - 1990     GOOD             USPSQD
 EK0728
 EK0728                          STATION DESCRIPTION
 EK0728
 EK0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0728'1.8 KM (1.1 MI) SOUTH FROM COVE.
 EK0728'1.8 KM (1.1 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 EK0728'BARTON AVENUE IN COVE, SET IN TOP OF THE WEST END OF THE SOUTH
 EK0728'ABUTMENT OF THE HIGHWAY 71 BRIDGE OVER BUFFALO CREEK, AND 5.9 METERS
 EK0728'(19.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 EK0728'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0728
 EK0728                          STATION RECOVERY (1987)
 EK0728
 EK0728'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0728'RECOVERED IN GOOD CONDITION.
 EK0728
 EK0728                          STATION RECOVERY (1988)
 EK0728
 EK0728'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0728'RECOVERED IN GOOD CONDITION.
 EK0728
 EK0728                          STATION RECOVERY (1989)
 EK0728
 EK0728'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0728'RECOVERED IN GOOD CONDITION.
 EK0728
 EK0728                          STATION RECOVERY (1990)
 EK0728
 EK0728'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0756 ***********************************************************************
 EK0756  DESIGNATION -  M 302
 EK0756  PID         -  EK0756
 EK0756  STATE/COUNTY-  AR/SEVIER
 EK0756  USGS QUAD   -  GILLHAM (1964)
 EK0756
 EK0756                         *CURRENT SURVEY CONTROL
 EK0756  ___________________________________________________________________
 EK0756* NAD 83(1986)-  34 07 57.     (N)    094 18 37.     (W)     SCALED    
 EK0756* NAVD 88     -       196.815  (meters)     645.72   (feet)  ADJUSTED  
 EK0756  ___________________________________________________________________
 EK0756  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 EK0756  DYNAMIC HT  -         196.615 (meters)     645.06  (feet)  COMP
 EK0756  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 EK0756
 EK0756  VERT ORDER  -  FIRST     CLASS II
 EK0756
 EK0756.The horizontal coordinates were scaled from a topographic map and have
 EK0756.an estimated accuracy of +/- 6 seconds.
 EK0756
 EK0756.The orthometric height was determined by differential leveling
 EK0756.and adjusted by the National Geodetic Survey in June 1991..
 EK0756
 EK0756.The geoid height was determined by GEOID03.
 EK0756
 EK0756.The dynamic height is computed by dividing the NAVD 88
 EK0756.geopotential number by the normal gravity value computed on the
 EK0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0756.degrees latitude (g = 980.6199 gals.).
 EK0756
 EK0756.The modeled gravity was interpolated from observed gravity values.
 EK0756
 EK0756;                    North         East    Units  Estimated Accuracy
 EK0756;SPC AR S     -   564,980.      186,930.      MT  (+/- 180 meters Scaled)
 EK0756
 EK0756                          SUPERSEDED SURVEY CONTROL
 EK0756
 EK0756.No superseded survey control is available for this station.
 EK0756
 EK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT791776(NAD 83)
 EK0756_MARKER: DB = BENCH MARK DISK
 EK0756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0756_SP_SET: BRIDGE
 EK0756_STAMPING: M 302 1985
 EK0756_MARK LOGO: NGS   
 EK0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0756
 EK0756  HISTORY     - Date     Condition        Report By
 EK0756  HISTORY     - 1985     MONUMENTED       NGS
 EK0756  HISTORY     - 1987     GOOD             USPSQD
 EK0756  HISTORY     - 1988     GOOD             USPSQD
 EK0756  HISTORY     - 1989     GOOD             USPSQD
 EK0756  HISTORY     - 1990     GOOD             USPSQD
 EK0756
 EK0756                          STATION DESCRIPTION
 EK0756
 EK0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0756'5.76 KM (3.6 MI) SOUTH FROM GILLHAM.
 EK0756'0.4 KM (0.25 MI) NORTH ALONG A PEVED ROAD (OLD HIGHWAY 71) FROM THE
 EK0756'POST OFFICE IN GILLHAM, THENCE 5.36 KM (3.35 MI) SOUTH ALONG U.S.
 EK0756'HIGHWAY 71 TO A BRIDGE OVER A RAILROAD, SET IN THE NORTH ABURMENT ON
 EK0756'THE WEST SIDE IN THE SLOPED HEADWALL, 5.39 METERS (17.7 FT) WEST OF
 EK0756'THE CENTERLINE OF THE HIGHWAY, AND 0.36 METERS (1.2 FT) WEST FROM THE
 EK0756'BASE OF THE CONCRETE GUARDRAIL.
 EK0756'THE MARK IS 0.18 M BELOW HIGHWAY.
 EK0756
 EK0756                          STATION RECOVERY (1987)
 EK0756
 EK0756'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0756'RECOVERED IN GOOD CONDITION.
 EK0756
 EK0756                          STATION RECOVERY (1988)
 EK0756
 EK0756'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0756'RECOVERED IN GOOD CONDITION.
 EK0756
 EK0756                          STATION RECOVERY (1989)
 EK0756
 EK0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0756'RECOVERED IN GOOD CONDITION.
 EK0756
 EK0756                          STATION RECOVERY (1990)
 EK0756
 EK0756'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1063 ***********************************************************************
 DM1063  DESIGNATION -  M 303
 DM1063  PID         -  DM1063
 DM1063  STATE/COUNTY-  AR/LITTLE RIVER
 DM1063  USGS QUAD   -  ARKINDA (1975)
 DM1063
 DM1063                         *CURRENT SURVEY CONTROL
 DM1063  ___________________________________________________________________
 DM1063* NAD 83(1986)-  33 51 09.     (N)    094 23 42.     (W)     SCALED    
 DM1063* NAVD 88     -       106.995  (meters)     351.03   (feet)  ADJUSTED  
 DM1063  ___________________________________________________________________
 DM1063  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DM1063  DYNAMIC HT  -         106.885 (meters)     350.67  (feet)  COMP
 DM1063  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DM1063
 DM1063  VERT ORDER  -  FIRST     CLASS II
 DM1063
 DM1063.The horizontal coordinates were scaled from a topographic map and have
 DM1063.an estimated accuracy of +/- 6 seconds.
 DM1063
 DM1063.The orthometric height was determined by differential leveling
 DM1063.and adjusted by the National Geodetic Survey in June 1991..
 DM1063
 DM1063.The geoid height was determined by GEOID03.
 DM1063
 DM1063.The dynamic height is computed by dividing the NAVD 88
 DM1063.geopotential number by the normal gravity value computed on the
 DM1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1063.degrees latitude (g = 980.6199 gals.).
 DM1063
 DM1063.The modeled gravity was interpolated from observed gravity values.
 DM1063
 DM1063;                    North         East    Units  Estimated Accuracy
 DM1063;SPC AR S     -   534,120.      178,390.      MT  (+/- 180 meters Scaled)
 DM1063
 DM1063                          SUPERSEDED SURVEY CONTROL
 DM1063
 DM1063.No superseded survey control is available for this station.
 DM1063
 DM1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT709466(NAD 83)
 DM1063_MARKER: I = METAL ROD
 DM1063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1063_SP_SET: STAINLESS STEEL ROD
 DM1063_STAMPING: M 303 1985
 DM1063_MARK LOGO: NGS   
 DM1063_PROJECTION: FLUSH
 DM1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1063_ROD/PIPE-DEPTH: 7.3  meters
 DM1063
 DM1063  HISTORY     - Date     Condition        Report By
 DM1063  HISTORY     - 1985     MONUMENTED       NGS
 DM1063  HISTORY     - 1987     GOOD             USPSQD
 DM1063  HISTORY     - 1988     GOOD             USPSQD
 DM1063  HISTORY     - 1989     GOOD             USPSQD
 DM1063  HISTORY     - 1990     GOOD             USPSQD
 DM1063  HISTORY     - 19920823 GOOD             USPSQD
 DM1063
 DM1063                          STATION DESCRIPTION
 DM1063
 DM1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1063'16.1 KM (10.0 MI) SOUTH FROM HORATIO.
 DM1063'16.1 KM (10.0 MI) SOUTHERLY ALONG STATE ROUTE 41 FROM THE POST OFFICE
 DM1063'IN HORATIO, 0.81 KM (0.5 MI) EAST OF THE CHURCH OF CHRIST AT OAK
 DM1063'GROVE, ALSO 2.55 KM (1.55 MI) NORTH ALONG STATE ROUTE 41 FROM THE
 DM1063'JUNCTION OF STATE ROUTE 234 EAST IN CROSS ROADS, AT A WOODS ROAD
 DM1063'LEADING SOUTH THROUGH A STAND OF PINE TREES, SET BETWEEN TWO WITNESS
 DM1063'POSTS, 18.6 METERS (61.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DM1063'0.31 METERS (1.0 FT) NORTH OF A FENCE LINE, 4.0 METERS (13.8 FT) WEST
 DM1063'OF THE APPROXIMATE CENTER OF THE WOODS ROAD, 1.5 METERS (5.0 FT)
 DM1063'WEST-NORTHWEST OF A 22-INCH PINE TREE, AND 8.5 METERS (28.0 FT) SOUTH
 DM1063'OF THE WEST END OF A 24-INCH PIPE CULVERT.  NOTE, DRIVEN TO REFUSAL.
 DM1063'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 DM1063'THE MARK IS 1.2 M ABOVE HIGHWAY.
 DM1063
 DM1063                          STATION RECOVERY (1987)
 DM1063
 DM1063'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1063'RECOVERED IN GOOD CONDITION.
 DM1063
 DM1063                          STATION RECOVERY (1988)
 DM1063
 DM1063'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1063'RECOVERED IN GOOD CONDITION.
 DM1063
 DM1063                          STATION RECOVERY (1989)
 DM1063
 DM1063'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1063'RECOVERED IN GOOD CONDITION.
 DM1063
 DM1063                          STATION RECOVERY (1990)
 DM1063
 DM1063'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1063'RECOVERED IN GOOD CONDITION.
 DM1063
 DM1063                          STATION RECOVERY (1992)
 DM1063
 DM1063'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2628 ***********************************************************************
 EH2628  DESIGNATION -  M 305
 EH2628  PID         -  EH2628
 EH2628  STATE/COUNTY-  AR/DESHA
 EH2628  USGS QUAD   -  LACONIA (1982)
 EH2628
 EH2628                         *CURRENT SURVEY CONTROL
 EH2628  ___________________________________________________________________
 EH2628* NAD 83(1997)-  34 03 59.56972(N)    090 55 56.86428(W)     ADJUSTED  
 EH2628* NAVD 88     -        55.884  (meters)     183.35   (feet)  ADJUSTED  
 EH2628  ___________________________________________________________________
 EH2628  X           -     -86,074.694 (meters)                     COMP
 EH2628  Y           -  -5,288,451.098 (meters)                     COMP
 EH2628  Z           -   3,552,580.354 (meters)                     COMP
 EH2628  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EH2628  ELLIP HEIGHT-          29.56  (meters)          (09/14/99) GPS OBS
 EH2628  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH2628  DYNAMIC HT  -          55.829 (meters)     183.17  (feet)  COMP
 EH2628  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 EH2628
 EH2628  HORZ ORDER  -  SECOND
 EH2628  VERT ORDER  -  FIRST     CLASS II
 EH2628  ELLP ORDER  -  FOURTH    CLASS I
 EH2628
 EH2628.The horizontal coordinates were established by GPS observations
 EH2628.and adjusted by the National Geodetic Survey in September 1999..
 EH2628
 EH2628.The orthometric height was determined by differential leveling
 EH2628.and adjusted by the National Geodetic Survey in June 1991..
 EH2628
 EH2628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2628
 EH2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2628
 EH2628.The ellipsoidal height was determined by GPS observations
 EH2628.and is referenced to NAD 83.
 EH2628
 EH2628.The geoid height was determined by GEOID03.
 EH2628
 EH2628.The dynamic height is computed by dividing the NAVD 88
 EH2628.geopotential number by the normal gravity value computed on the
 EH2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2628.degrees latitude (g = 980.6199 gals.).
 EH2628
 EH2628.The modeled gravity was interpolated from observed gravity values.
 EH2628
 EH2628;                    North         East     Units Scale Factor Converg.
 EH2628;SPC AR S     -   555,777.585   498,537.462   MT  0.99991863   +0 35 51.0
 EH2628;SPC AR S     - 1,823,413.63  1,635,618.32   sFT  0.99991863   +0 35 51.0
 EH2628;UTM  15      - 3,771,463.484   690,799.154   MT  1.00004878   +1 09 30.6
 EH2628
 EH2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2628!SPC AR S     -   0.99999536  x   0.99991863  =   0.99991399
 EH2628!UTM  15      -   0.99999536  x   1.00004878  =   1.00004414
 EH2628
 EH2628                          SUPERSEDED SURVEY CONTROL
 EH2628
 EH2628  NAD 83(1997)-  34 03 59.57006(N)    090 55 56.86427(W) AD(       ) 2
 EH2628  NAD 83(1986)-  34 03 59.57800(N)    090 55 56.86096(W) AD(       ) 2
 EH2628  NGVD 29 (??/??/??)   55.931  (m)          183.50   (f) ADJUSTED    1 2
 EH2628
 EH2628.Superseded values are not recommended for survey control.
 EH2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2628.See file dsdata.txt to determine how the superseded data were derived.
 EH2628
 EH2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9079971463(NAD 83)
 EH2628_MARKER: I = METAL ROD
 EH2628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2628_SP_SET: STAINLESS STEEL ROD
 EH2628_STAMPING: M 305 1985
 EH2628_MARK LOGO: NGS   
 EH2628_PROJECTION: FLUSH
 EH2628_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2628+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH2628_ROD/PIPE-DEPTH: 23.2 meters
 EH2628
 EH2628  HISTORY     - Date     Condition        Report By
 EH2628  HISTORY     - 1985     MONUMENTED       NGS
 EH2628  HISTORY     - 1985     GOOD             NGS
 EH2628  HISTORY     - 20001011 GOOD             USE
 EH2628
 EH2628                          STATION DESCRIPTION
 EH2628
 EH2628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2628'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTH-SOUTHEAST
 EH2628'OF CRUMROD, 8 KM (5 MI) EAST OF SNOW LAKE, IN THE MIDDLE OF
 EH2628'A MILE LONG CURVE, ON THE MAIN LEVEE ALONG THE MISSISSIPPI
 EH2628'RIVER, IN T 7 S, R 2 E, CENTER OF SECTION 20.  OWNERSHIP--
 EH2628'LACONIA LEVEE DISTRICT NO 1 OF DESHA COUNTY, ARKANSAS,
 EH2628'PO BOX 381, MCGEHEE AR 71654, PHONE 501-222-3456.
 EH2628'
 EH2628'TO REACH FROM THE ONLY STORE IN CRUMROD, GO SOUTH
 EH2628'ON STATE HIGHWAY 85 FOR 3.30 KM (2.05 MI) TO THE
 EH2628'DESHA-PHILLIPS COUNTY LINE.  CONTINUE SOUTH FOR 5.20
 EH2628'KM (3.2 MI) TO A LEVEE CONTINUE SOUTH 1.51 KM (0.90 MI)
 EH2628'TO A CROSSROAD (HIGHWAY 85 TURNS RIGHT).  TURN LEFT
 EH2628'EASTERLY, ON A DIRT ROAD FOR 5.6 KM (3.5 MI) TO THE
 EH2628'LEVEE ROAD.  TURN LEFT, NORTHEAST, ON  LEVEE ROAD
 EH2628'FOR 2.50 KM (1.55 MI) TO A CROSS RAMP AT A CURVE LEFT.
 EH2628'CONTINUE ON LEVEE FOR 0.60 KM (0.4 MI) TO THE STATION
 EH2628'ON THE LEFT, ABOVE A CATTLE GUARD IN THE FENCE LINE AT
 EH2628'THE LEVEE RIGHT-OF-WAY.
 EH2628'
 EH2628'STATION MARK, A STANDARD NGS BENCH MARK DATUM POINT CRIMPED
 EH2628'TO A STEEL ROD ENCASED IN A VINYL PIPE AND LOGO CAP.
 EH2628'MARK IS FLUSH WITH THE GROUND.  IT IS 5.1 METERS EAST OF
 EH2628'THE ROAD CENTER, 0.3 METER LOWER THAN THE ROAD, 0.4
 EH2628'METER NORTH OF A FIBERGLASS WITNESS POST, AND 51.2
 EH2628'METERS EAST OF THE SOUTHEAST CORNER OF THE CATTLE
 EH2628'GUARD IN THE FENCE LINE.
 EH2628
 EH2628                          STATION RECOVERY (1985)
 EH2628
 EH2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2628'23.1 KM (14.35 MI) SOUT FROM MELLWOOD.
 EH2628'23.1 KM (14.35 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE
 EH2628'GRAVEL ROAD CROSSING AT MELLWOOD, ON THE OUTSIDE OF A CURVE IN THE
 EH2628'LEVEE, 0.95 KM (0.55 MI) SOUTH OF BENCH MARK E 223, ON LINE WITH THE
 EH2628'EXTENDED CENTER OF A GRAVEL ROAD LEADING WEST, 5.2 METERS (17.0 FT)
 EH2628'WEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND 47.6 METERS
 EH2628'(156.0 FT) EAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD (SLOPE
 EH2628'MEASUREMENT).  NOTE, DRIVEN TO REQUIRED DEPTH.
 EH2628'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH2628'THE MARK IS 0.61 M BELOW LEVEE ROAD.
 EH2628
 EH2628                          STATION RECOVERY (2000)
 EH2628
 EH2628'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1154 ***********************************************************************
 DM1154  DESIGNATION -  M 307
 DM1154  PID         -  DM1154
 DM1154  STATE/COUNTY-  AR/MILLER
 DM1154  USGS QUAD   -  TEXARKANA (1975)
 DM1154
 DM1154                         *CURRENT SURVEY CONTROL
 DM1154  ___________________________________________________________________
 DM1154* NAD 83(1986)-  33 29 26.     (N)    094 02 34.     (W)     SCALED    
 DM1154* NAVD 88     -        88.910  (meters)     291.70   (feet)  ADJUSTED  
 DM1154  ___________________________________________________________________
 DM1154  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM1154  DYNAMIC HT  -          88.816 (meters)     291.39  (feet)  COMP
 DM1154  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 DM1154
 DM1154  VERT ORDER  -  FIRST     CLASS II
 DM1154
 DM1154.The horizontal coordinates were scaled from a topographic map and have
 DM1154.an estimated accuracy of +/- 6 seconds.
 DM1154
 DM1154.The orthometric height was determined by differential leveling
 DM1154.and adjusted by the National Geodetic Survey in June 1991..
 DM1154
 DM1154.The geoid height was determined by GEOID03.
 DM1154
 DM1154.The dynamic height is computed by dividing the NAVD 88
 DM1154.geopotential number by the normal gravity value computed on the
 DM1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1154.degrees latitude (g = 980.6199 gals.).
 DM1154
 DM1154.The modeled gravity was interpolated from observed gravity values.
 DM1154
 DM1154;                    North         East    Units  Estimated Accuracy
 DM1154;SPC AR S     -   493,270.      210,180.      MT  (+/- 180 meters Scaled)
 DM1154
 DM1154                          SUPERSEDED SURVEY CONTROL
 DM1154
 DM1154.No superseded survey control is available for this station.
 DM1154
 DM1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT031061(NAD 83)
 DM1154_MARKER: I = METAL ROD
 DM1154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1154_SP_SET: STAINLESS STEEL ROD
 DM1154_STAMPING: M 307 1985
 DM1154_MARK LOGO: NGS   
 DM1154_PROJECTION: FLUSH
 DM1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1154_ROD/PIPE-DEPTH: 4.9  meters
 DM1154
 DM1154  HISTORY     - Date     Condition        Report By
 DM1154  HISTORY     - 1985     MONUMENTED       NGS
 DM1154
 DM1154                          STATION DESCRIPTION
 DM1154
 DM1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1154'7.1 KM (4.4 MI) NORTH FROM TEXARKANA.
 DM1154'7.1 KM (4.4 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS WEST
 DM1154'JUNCTION WITH U.S. HIGHWAY 82 IN TEXARKANA, 0.2 KM (0.1 MI) NORTH OF
 DM1154'THE JUNCTION OF STATE HIGHWAY 296, 18.1 M (59.4 FT) EAST OF THE
 DM1154'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 13.0 M (42.7 FT)
 DM1154'EAST OF THE NORTHEAST CORNER OF A CULVERT, 1.5 M (4.9 FT) WEST OF THE
 DM1154'MOST WESTERLY LEG OF A BILLBOARD, AND 0.8 M (2.6 FT) NORTH OF UTILITY
 DM1154'POLE NUMBER 56290.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DM1154'5-INCH LOGO CAP.
 DM1154'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DM1154'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1274 ***********************************************************************
 GE1274  DESIGNATION -  M 308
 GE1274  PID         -  GE1274
 GE1274  STATE/COUNTY-  AR/FULTON
 GE1274  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE1274
 GE1274                         *CURRENT SURVEY CONTROL
 GE1274  ___________________________________________________________________
 GE1274* NAD 83(1986)-  36 28 52.     (N)    091 31 21.     (W)     SCALED    
 GE1274* NAVD 88     -       153.388  (meters)     503.24   (feet)  ADJUSTED  
 GE1274  ___________________________________________________________________
 GE1274  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE1274  DYNAMIC HT  -         153.263 (meters)     502.83  (feet)  COMP
 GE1274  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 GE1274
 GE1274  VERT ORDER  -  FIRST     CLASS II
 GE1274
 GE1274.The horizontal coordinates were scaled from a topographic map and have
 GE1274.an estimated accuracy of +/- 6 seconds.
 GE1274
 GE1274.The orthometric height was determined by differential leveling
 GE1274.and adjusted by the National Geodetic Survey in January 1995..
 GE1274
 GE1274.The geoid height was determined by GEOID03.
 GE1274
 GE1274.The dynamic height is computed by dividing the NAVD 88
 GE1274.geopotential number by the normal gravity value computed on the
 GE1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1274.degrees latitude (g = 980.6199 gals.).
 GE1274
 GE1274.The modeled gravity was interpolated from observed gravity values.
 GE1274
 GE1274;                    North         East    Units  Estimated Accuracy
 GE1274;SPC AR N     -   238,400.      442,790.      MT  (+/- 180 meters Scaled)
 GE1274
 GE1274                          SUPERSEDED SURVEY CONTROL
 GE1274
 GE1274  NGVD 29 (10/05/93)  153.268  (m)          502.85   (f) ADJUSTED    1 2
 GE1274
 GE1274.Superseded values are not recommended for survey control.
 GE1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1274.See file dsdata.txt to determine how the superseded data were derived.
 GE1274
 GE1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA323383(NAD 83)
 GE1274_MARKER: DV = VERTICAL CONTROL DISK
 GE1274_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GE1274_SP_SET: ABUTMENT
 GE1274_STAMPING: M 308 1990
 GE1274_MARK LOGO: NGS   
 GE1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1274+STABILITY: POSITION/ELEVATION WELL
 GE1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1274+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1274
 GE1274  HISTORY     - Date     Condition        Report By
 GE1274  HISTORY     - 1990     MONUMENTED       NGS
 GE1274
 GE1274                          STATION DESCRIPTION
 GE1274
 GE1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1274'2.2 KM (1.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1274'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN TOP OF AND 0.1 M (0.3 FT)
 GE1274'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 GE1274'HIGHWAY BRIDGE NUMBER 63-1 SPANNING LONG RUN HOLLOW, AND 5.3 M
 GE1274'(17.4 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0918 ***********************************************************************
 GG0918  DESIGNATION -  M 309
 GG0918  PID         -  GG0918
 GG0918  STATE/COUNTY-  AR/BENTON
 GG0918  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0918
 GG0918                         *CURRENT SURVEY CONTROL
 GG0918  ___________________________________________________________________
 GG0918* NAD 83(1986)-  36 18 41.     (N)    094 07 33.     (W)     SCALED    
 GG0918* NAVD 88     -       405.146  (meters)    1329.22   (feet)  ADJUSTED  
 GG0918  ___________________________________________________________________
 GG0918  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GG0918  DYNAMIC HT  -         404.787 (meters)    1328.04  (feet)  COMP
 GG0918  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GG0918
 GG0918  VERT ORDER  -  FIRST     CLASS II
 GG0918
 GG0918.The horizontal coordinates were scaled from a topographic map and have
 GG0918.an estimated accuracy of +/- 6 seconds.
 GG0918
 GG0918.The orthometric height was determined by differential leveling
 GG0918.and adjusted by the National Geodetic Survey in June 1991..
 GG0918
 GG0918.The geoid height was determined by GEOID03.
 GG0918
 GG0918.The dynamic height is computed by dividing the NAVD 88
 GG0918.geopotential number by the normal gravity value computed on the
 GG0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0918.degrees latitude (g = 980.6199 gals.).
 GG0918
 GG0918.The modeled gravity was interpolated from observed gravity values.
 GG0918
 GG0918;                    North         East    Units  Estimated Accuracy
 GG0918;SPC AR N     -   221,520.      209,100.      MT  (+/- 180 meters Scaled)
 GG0918
 GG0918                          SUPERSEDED SURVEY CONTROL
 GG0918
 GG0918  NGVD 29 (10/05/93)  404.995  (m)         1328.72   (f) ADJUSTED    1 2
 GG0918
 GG0918.Superseded values are not recommended for survey control.
 GG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0918.See file dsdata.txt to determine how the superseded data were derived.
 GG0918
 GG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA989190(NAD 83)
 GG0918_MARKER: I = METAL ROD
 GG0918_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0918+WITH SETTING: INFORMATION.
 GG0918_SP_SET: METAL ROD DRIVEN INTO GROUND
 GG0918_STAMPING: M 309 1989
 GG0918_MARK LOGO: NGS   
 GG0918_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0918+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0918
 GG0918  HISTORY     - Date     Condition        Report By
 GG0918  HISTORY     - 1989     MONUMENTED       NGS
 GG0918
 GG0918                          STATION DESCRIPTION
 GG0918
 GG0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0918'IN ROGERS, AT THE INTERSECTION OF U.S. HIGHWAY 71 B AND STATE
 GG0918'HIGHWAY 94, A METAL ROD DRIVEN TO REFUSAL AT 2.0 M AND FLUSH WITH
 GG0918'GROUND, 102.0 M (334.6 FT) EAST OF THE CENTER OF HIGHWAY 71 B, 19.5 M
 GG0918'(64.0 FT) WEST OF A FENCE CORNER, 12.9 M (42.3 FT) SOUTH OF THE
 GG0918'CENTERLINE OF HIGHWAY 94, 6.5 M (21.3 FT) EAST OF A GAS METER AT THE
 GG0918'CORNER OF MEEKS BUILDING CENTER, 0.3 M (1.0 FT) NORTH OF A WITNESS
 GG0918'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF HIGHWAY 96.
 GG0918'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0212 ***********************************************************************
 GG0212  DESIGNATION -  M 31
 GG0212  PID         -  GG0212
 GG0212  STATE/COUNTY-  AR/BENTON
 GG0212  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0212
 GG0212                         *CURRENT SURVEY CONTROL
 GG0212  ___________________________________________________________________
 GG0212* NAD 83(1986)-  36 14 02.     (N)    094 30 32.     (W)     SCALED    
 GG0212* NAVD 88     -       337.971  (meters)    1108.83   (feet)  ADJUSTED  
 GG0212  ___________________________________________________________________
 GG0212  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GG0212  DYNAMIC HT  -         337.675 (meters)    1107.86  (feet)  COMP
 GG0212  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 GG0212
 GG0212  VERT ORDER  -  SECOND    CLASS 0
 GG0212
 GG0212.The horizontal coordinates were scaled from a topographic map and have
 GG0212.an estimated accuracy of +/- 6 seconds.
 GG0212
 GG0212.The orthometric height was determined by differential leveling
 GG0212.and adjusted by the National Geodetic Survey in June 1991..
 GG0212
 GG0212.The geoid height was determined by GEOID03.
 GG0212
 GG0212.The dynamic height is computed by dividing the NAVD 88
 GG0212.geopotential number by the normal gravity value computed on the
 GG0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0212.degrees latitude (g = 980.6199 gals.).
 GG0212
 GG0212.The modeled gravity was interpolated from observed gravity values.
 GG0212
 GG0212;                    North         East    Units  Estimated Accuracy
 GG0212;SPC AR N     -   213,730.      174,480.      MT  (+/- 180 meters Scaled)
 GG0212
 GG0212                          SUPERSEDED SURVEY CONTROL
 GG0212
 GG0212  NGVD 29 (??/??/92)  337.834  (m)         1108.38   (f) ADJ UNCH    2 0
 GG0212
 GG0212.Superseded values are not recommended for survey control.
 GG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0212.See file dsdata.txt to determine how the superseded data were derived.
 GG0212
 GG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA644109(NAD 83)
 GG0212_MARKER: DB = BENCH MARK DISK
 GG0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0212_STAMPING: M-31 1934
 GG0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0212+STABILITY: SURFACE MOTION
 GG0212
 GG0212  HISTORY     - Date     Condition        Report By
 GG0212  HISTORY     - 1934     MONUMENTED       CGS
 GG0212  HISTORY     - 1968     POOR             USGS
 GG0212
 GG0212                          STATION DESCRIPTION
 GG0212
 GG0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0212'2.8 MI S FROM GENTRY.
 GG0212'2.8 MILES SOUTH OF GENTRY K.C.S. RR. DEPOT 10 POLES SOUTH OF
 GG0212'MILEPOST 225.  EAST OF TRACK, IN FENCE LINE.  30 FEET EAST OF
 GG0212'RAIL, 12 FEET WEST OF THE CENTERLINE OF ROAD.
 GG0212
 GG0212                          STATION RECOVERY (1968)
 GG0212
 GG0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0212'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0904 ***********************************************************************
 GG0904  DESIGNATION -  M 310
 GG0904  PID         -  GG0904
 GG0904  STATE/COUNTY-  AR/WASHINGTON
 GG0904  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0904
 GG0904                         *CURRENT SURVEY CONTROL
 GG0904  ___________________________________________________________________
 GG0904* NAD 83(1986)-  36 05 05.     (N)    094 09 55.     (W)     SCALED    
 GG0904* NAVD 88     -       394.974  (meters)    1295.84   (feet)  ADJUSTED  
 GG0904  ___________________________________________________________________
 GG0904  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0904  DYNAMIC HT  -         394.619 (meters)    1294.68  (feet)  COMP
 GG0904  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 GG0904
 GG0904  VERT ORDER  -  FIRST     CLASS II
 GG0904
 GG0904.The horizontal coordinates were scaled from a topographic map and have
 GG0904.an estimated accuracy of +/- 6 seconds.
 GG0904
 GG0904.The orthometric height was determined by differential leveling
 GG0904.and adjusted by the National Geodetic Survey in June 1991..
 GG0904
 GG0904.The geoid height was determined by GEOID03.
 GG0904
 GG0904.The dynamic height is computed by dividing the NAVD 88
 GG0904.geopotential number by the normal gravity value computed on the
 GG0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0904.degrees latitude (g = 980.6199 gals.).
 GG0904
 GG0904.The modeled gravity was interpolated from observed gravity values.
 GG0904
 GG0904;                    North         East    Units  Estimated Accuracy
 GG0904;SPC AR N     -   196,450.      205,000.      MT  (+/- 180 meters Scaled)
 GG0904
 GG0904                          SUPERSEDED SURVEY CONTROL
 GG0904
 GG0904  NGVD 29 (10/05/93)  394.810  (m)         1295.31   (f) ADJUSTED    1 2
 GG0904
 GG0904.Superseded values are not recommended for survey control.
 GG0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0904.See file dsdata.txt to determine how the superseded data were derived.
 GG0904
 GG0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV950939(NAD 83)
 GG0904_MARKER: I = METAL ROD
 GG0904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0904_SP_SET: STAINLESS STEEL ROD
 GG0904_STAMPING: M 310 1989
 GG0904_MARK LOGO: NGS   
 GG0904_PROJECTION: FLUSH
 GG0904_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0904+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0904_ROD/PIPE-DEPTH: 6.1  meters
 GG0904
 GG0904  HISTORY     - Date     Condition        Report By
 GG0904  HISTORY     - 1989     MONUMENTED       NGS
 GG0904
 GG0904                          STATION DESCRIPTION
 GG0904
 GG0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0904'IN FAYETTEVILLE, AT THE INTERSECTION OF SYCAMORE STREET AND THE
 GG0904'ARKANSAS AND MISSOURI RAILROAD, 15.1 M (49.5 FT) SOUTHEAST OF A SIGN
 GG0904'(BARTONS RESTAURANT) AT 524 SYCAMORE STREET, 14.0 M (45.9 FT) NORTH
 GG0904'OF THE CENTER OF THE STREET, 9.1 M (29.9 FT) EAST OF A UTILITY POLE,
 GG0904'3.6 M (11.8 FT) WEST OF THE NEAR RAIL, 0.3 M (1.0 FT) NORTH OF A
 GG0904'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 GG0904'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1206 ***********************************************************************
 FH1206  DESIGNATION -  M 311
 FH1206  PID         -  FH1206
 FH1206  STATE/COUNTY-  AR/CRAWFORD
 FH1206  USGS QUAD   -  VAN BUREN (1997)
 FH1206
 FH1206                         *CURRENT SURVEY CONTROL
 FH1206  ___________________________________________________________________
 FH1206* NAD 83(1986)-  35 29 32.     (N)    094 17 31.     (W)     SCALED    
 FH1206* NAVD 88     -       174.397  (meters)     572.17   (feet)  ADJUSTED  
 FH1206  ___________________________________________________________________
 FH1206  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FH1206  DYNAMIC HT  -         174.234 (meters)     571.63  (feet)  COMP
 FH1206  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 FH1206
 FH1206  VERT ORDER  -  FIRST     CLASS II
 FH1206
 FH1206.The horizontal coordinates were scaled from a topographic map and have
 FH1206.an estimated accuracy of +/- 6 seconds.
 FH1206
 FH1206.The orthometric height was determined by differential leveling
 FH1206.and adjusted by the National Geodetic Survey in June 1991..
 FH1206
 FH1206.The geoid height was determined by GEOID03.
 FH1206
 FH1206.The dynamic height is computed by dividing the NAVD 88
 FH1206.geopotential number by the normal gravity value computed on the
 FH1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1206.degrees latitude (g = 980.6199 gals.).
 FH1206
 FH1206.The modeled gravity was interpolated from observed gravity values.
 FH1206
 FH1206;                    North         East    Units  Estimated Accuracy
 FH1206;SPC AR N     -   130,990.      192,070.      MT  (+/- 180 meters Scaled)
 FH1206
 FH1206                          SUPERSEDED SURVEY CONTROL
 FH1206
 FH1206  NGVD 29 (10/05/93)  174.299  (m)          571.85   (f) ADJUSTED    1 2
 FH1206
 FH1206.Superseded values are not recommended for survey control.
 FH1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1206.See file dsdata.txt to determine how the superseded data were derived.
 FH1206
 FH1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV828283(NAD 83)
 FH1206_MARKER: I = METAL ROD
 FH1206_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1206+WITH SETTING: INFORMATION.
 FH1206_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1206_STAMPING: M 311 1989
 FH1206_MARK LOGO: NGS   
 FH1206_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1206+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1206
 FH1206  HISTORY     - Date     Condition        Report By
 FH1206  HISTORY     - 1989     MONUMENTED       NGS
 FH1206
 FH1206                          STATION DESCRIPTION
 FH1206
 FH1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1206'5.3 KM (3.30 MI) SOUTHERLY ALONG STATE HIGHWAY 282 FROM THE JUNCTION
 FH1206'OF THE ARKANSAS AND MISSOURI RAILROAD IN RUDY, A METAL ROD DRIVEN TO
 FH1206'REFUSAL AT 2.3 M AND FLUSH WITH GROUND, 12.8 M (42.0 FT) NORTH OF THE
 FH1206'CENTER OF A DRIVEWAY LEADING EAST, 8.5 M (27.9 FT) EAST OF THE
 FH1206'CENTERLINE OF THE HIGHWAY, 4.7 M (15.4 FT) EAST OF THE EXTENDED
 FH1206'CENTER OF A TRACK ROAD LEADING NORTH, 0.3 M (1.0 FT) WEST OF A
 FH1206'WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO
 FH1206'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1229 ***********************************************************************
 FH1229  DESIGNATION -  M 312
 FH1229  PID         -  FH1229
 FH1229  STATE/COUNTY-  AR/CRAWFORD
 FH1229  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1229
 FH1229                         *CURRENT SURVEY CONTROL
 FH1229  ___________________________________________________________________
 FH1229* NAD 83(1986)-  35 42 45.     (N)    094 07 56.     (W)     SCALED    
 FH1229* NAVD 88     -       505.510  (meters)    1658.49   (feet)  ADJUSTED  
 FH1229  ___________________________________________________________________
 FH1229  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FH1229  DYNAMIC HT  -         505.031 (meters)    1656.92  (feet)  COMP
 FH1229  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 FH1229
 FH1229  VERT ORDER  -  FIRST     CLASS II
 FH1229
 FH1229.The horizontal coordinates were scaled from a topographic map and have
 FH1229.an estimated accuracy of +/- 6 seconds.
 FH1229
 FH1229.The orthometric height was determined by differential leveling
 FH1229.and adjusted by the National Geodetic Survey in June 1991..
 FH1229
 FH1229.The geoid height was determined by GEOID03.
 FH1229
 FH1229.The dynamic height is computed by dividing the NAVD 88
 FH1229.geopotential number by the normal gravity value computed on the
 FH1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1229.degrees latitude (g = 980.6199 gals.).
 FH1229
 FH1229.The modeled gravity was interpolated from observed gravity values.
 FH1229
 FH1229;                    North         East    Units  Estimated Accuracy
 FH1229;SPC AR N     -   155,100.      207,080.      MT  (+/- 180 meters Scaled)
 FH1229
 FH1229                          SUPERSEDED SURVEY CONTROL
 FH1229
 FH1229  NGVD 29 (10/05/93)  505.367  (m)         1658.02   (f) ADJUSTED    1 2
 FH1229
 FH1229.Superseded values are not recommended for survey control.
 FH1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1229.See file dsdata.txt to determine how the superseded data were derived.
 FH1229
 FH1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV975526(NAD 83)
 FH1229_MARKER: DV = VERTICAL CONTROL DISK
 FH1229_SETTING: 66 = SET IN ROCK OUTCROP
 FH1229_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1229_STAMPING: M 312 1989
 FH1229_MARK LOGO: NGS   
 FH1229_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1229+STABILITY: POSITION/ELEVATION WELL
 FH1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1229+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1229
 FH1229  HISTORY     - Date     Condition        Report By
 FH1229  HISTORY     - 1989     MONUMENTED       NGS
 FH1229
 FH1229                          STATION DESCRIPTION
 FH1229
 FH1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1229'10.6 KM (6.60 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1229'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, IN A 4 BY 24 FOOT
 FH1229'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 11.4 M (37.4 FT) SOUTHEAST
 FH1229'OF THE CENTER OF A DRIVEWAY, 10.3 M (33.8 FT) SOUTHWEST OF THE
 FH1229'HIGHWAY, 1.9 M (6.2 FT) SOUTHEAST OF THE NORTHWEST END OF THE EXPOSED
 FH1229'BEDROCK, 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST, AND LEVEL WITH
 FH1229'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1257 ***********************************************************************
 GE1257  DESIGNATION -  M 313
 GE1257  PID         -  GE1257
 GE1257  STATE/COUNTY-  AR/FULTON
 GE1257  USGS QUAD   -  HARDY (1981)
 GE1257
 GE1257                         *CURRENT SURVEY CONTROL
 GE1257  ___________________________________________________________________
 GE1257* NAD 83(1986)-  36 20 32.     (N)    091 28 59.     (W)     SCALED    
 GE1257* NAVD 88     -       196.086  (meters)     643.33   (feet)  ADJUSTED  
 GE1257  ___________________________________________________________________
 GE1257  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GE1257  DYNAMIC HT  -         195.923 (meters)     642.79  (feet)  COMP
 GE1257  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 GE1257
 GE1257  VERT ORDER  -  FIRST     CLASS II
 GE1257
 GE1257.The horizontal coordinates were scaled from a topographic map and have
 GE1257.an estimated accuracy of +/- 6 seconds.
 GE1257
 GE1257.The orthometric height was determined by differential leveling
 GE1257.and adjusted by the National Geodetic Survey in January 1995..
 GE1257
 GE1257.The geoid height was determined by GEOID03.
 GE1257
 GE1257.The dynamic height is computed by dividing the NAVD 88
 GE1257.geopotential number by the normal gravity value computed on the
 GE1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1257.degrees latitude (g = 980.6199 gals.).
 GE1257
 GE1257.The modeled gravity was interpolated from observed gravity values.
 GE1257
 GE1257;                    North         East    Units  Estimated Accuracy
 GE1257;SPC AR N     -   223,000.      446,410.      MT  (+/- 180 meters Scaled)
 GE1257
 GE1257                          SUPERSEDED SURVEY CONTROL
 GE1257
 GE1257  NGVD 29 (10/05/93)  195.976  (m)          642.96   (f) ADJUSTED    1 2
 GE1257
 GE1257.Superseded values are not recommended for survey control.
 GE1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1257.See file dsdata.txt to determine how the superseded data were derived.
 GE1257
 GE1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA361229(NAD 83)
 GE1257_MARKER: DV = VERTICAL CONTROL DISK
 GE1257_SETTING: 66 = SET IN ROCK OUTCROP
 GE1257_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1257_STAMPING: M 313 1990
 GE1257_MARK LOGO: NGS   
 GE1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1257+STABILITY: POSITION/ELEVATION WELL
 GE1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1257+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1257
 GE1257  HISTORY     - Date     Condition        Report By
 GE1257  HISTORY     - 1990     MONUMENTED       NGS
 GE1257
 GE1257                          STATION DESCRIPTION
 GE1257
 GE1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1257'3.5 KM (2.15 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1257'U.S. HIGHWAY 62 IN HARDY, IN A 2 BY 2-FOOT AREA OF OUTCROPPING
 GE1257'BEDROCK, 11.1 M (36.4 FT) SOUTHWEST OF THE EXTENDED CENTER OF A FIELD
 GE1257'ENTRANCE, 10.9 M (35.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.3 M
 GE1257'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A
 GE1257'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2181 ***********************************************************************
 FF2181  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2181  DESIGNATION -  M 314
 FF2181  PID         -  FF2181
 FF2181  STATE/COUNTY-  AR/POINSETT
 FF2181  USGS QUAD   -  MARKED TREE (1983)
 FF2181
 FF2181                         *CURRENT SURVEY CONTROL
 FF2181  ___________________________________________________________________
 FF2181* NAD 83(1997)-  35 31 39.12699(N)    090 24 49.24786(W)     ADJUSTED  
 FF2181* NAVD 88     -        66.53   (meters)     218.3    (feet)  GPS OBS   
 FF2181  ___________________________________________________________________
 FF2181  X           -     -37,520.019 (meters)                     COMP
 FF2181  Y           -  -5,196,532.609 (meters)                     COMP
 FF2181  Z           -   3,685,677.213 (meters)                     COMP
 FF2181  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FF2181  ELLIP HEIGHT-          38.73  (meters)          (05/31/05) GPS OBS
 FF2181  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF2181  DYNAMIC HT  -          66.47  (meters)     218.1   (feet)  COMP
 FF2181  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 FF2181
 FF2181  HORZ ORDER  -  FIRST
 FF2181  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF2181  ELLP ORDER  -  FOURTH    CLASS II
 FF2181
 FF2181.The horizontal coordinates were established by GPS observations
 FF2181.and adjusted by the National Geodetic Survey in May 2005..
 FF2181
 FF2181.The orthometric height was determined by GPS observations and a
 FF2181.high-resolution geoid model using precise GPS observation and
 FF2181.processing techniques. It supersedes the leveled height previously
 FF2181.determined for this station.
 FF2181.WARNING-GPS observations at this control monument resulted in a GPS
 FF2181.derived orthometric height which differed from the leveled height by
 FF2181.more than one decimeter (0.1 meter).
 FF2181.The vertical order pertains to the first NAVD 88 superseded value.
 FF2181
 FF2181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2181
 FF2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2181
 FF2181.The ellipsoidal height was determined by GPS observations
 FF2181.and is referenced to NAD 83.
 FF2181
 FF2181.The geoid height was determined by GEOID03.
 FF2181
 FF2181.The dynamic height is computed by dividing the NAVD 88
 FF2181.geopotential number by the normal gravity value computed on the
 FF2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2181.degrees latitude (g = 980.6199 gals.).
 FF2181
 FF2181.The modeled gravity was interpolated from observed gravity values.
 FF2181
 FF2181;                    North         East     Units Scale Factor Converg.
 FF2181;SPC AR N     -   133,645.272   543,861.347   MT  0.99993642   +0 55 23.1
 FF2181;SPC AR N     -   438,467.86  1,784,318.44   sFT  0.99993642   +0 55 23.1
 FF2181;UTM  15      - 3,934,624.119   734,507.379   MT  1.00027775   +1 30 12.9
 FF2181
 FF2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2181!SPC AR N     -   0.99999392  x   0.99993642  =   0.99993034
 FF2181!UTM  15      -   0.99999392  x   1.00027775  =   1.00027167
 FF2181
 FF2181                          SUPERSEDED SURVEY CONTROL
 FF2181
 FF2181  NAVD 88 (01/31/95)   66.419  (m)          217.91   (f) ADJUSTED    1 2
 FF2181  NGVD 29 (10/05/93)   66.374  (m)          217.76   (f) ADJUSTED    1 2
 FF2181
 FF2181.Superseded values are not recommended for survey control.
 FF2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2181.See file dsdata.txt to determine how the superseded data were derived.
 FF2181
 FF2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3450734624(NAD 83)
 FF2181_MARKER: I = METAL ROD
 FF2181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2181_SP_SET: STAINLESS STEEL ROD
 FF2181_STAMPING: M 314 1990
 FF2181_MARK LOGO: NGS   
 FF2181_PROJECTION: FLUSH
 FF2181_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2181+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 FF2181_ROD/PIPE-DEPTH: 24.3 meters
 FF2181
 FF2181  HISTORY     - Date     Condition        Report By
 FF2181  HISTORY     - 1990     MONUMENTED       NGS
 FF2181  HISTORY     - 20020802 GOOD             USACE
 FF2181  HISTORY     - 20030514 GOOD             JCLS
 FF2181  HISTORY     - 20030722 GOOD             EMCINC
 FF2181
 FF2181                          STATION DESCRIPTION
 FF2181
 FF2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2181'IN MARKED TREE, AT THE INTERSECTION OF FRISCO AND 6TH STREETS, 14.5 M
 FF2181'(47.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 FF2181'RAILROAD, 12.2 M (40.0 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF
 FF2181'FRISCO STREET, 2.3 M (7.5 FT) SOUTHEAST OF A UTILITY POLE, 1.6 M
 FF2181'(5.2 FT) SOUTHEAST OF THE EXTENDED CENTER OF 6TH STREET, AND 0.3 M
 FF2181'(1.0 FT) NORTHWEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT
 FF2181'IS THROUGH A 5-INCH LOGO CAP.
 FF2181
 FF2181                          STATION RECOVERY (2002)
 FF2181
 FF2181'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2181'RECOVERED IN GOOD CONDITION.
 FF2181
 FF2181                          STATION RECOVERY (2003)
 FF2181
 FF2181'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 FF2181'RECOVERED IN GOOD CONDITION.
 FF2181
 FF2181                          STATION RECOVERY (2003)
 FF2181
 FF2181'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2181'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2207 ***********************************************************************
 FF2207  DESIGNATION -  M 315
 FF2207  PID         -  FF2207
 FF2207  STATE/COUNTY-  AR/GREENE
 FF2207  USGS QUAD   -  BONO (1980)
 FF2207
 FF2207                         *CURRENT SURVEY CONTROL
 FF2207  ___________________________________________________________________
 FF2207* NAD 83(1986)-  35 58 08.     (N)    090 50 53.     (W)     SCALED    
 FF2207* NAVD 88     -        76.165  (meters)     249.88   (feet)  ADJUSTED  
 FF2207  ___________________________________________________________________
 FF2207  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FF2207  DYNAMIC HT  -          76.101 (meters)     249.67  (feet)  COMP
 FF2207  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 FF2207
 FF2207  VERT ORDER  -  FIRST     CLASS II
 FF2207
 FF2207.The horizontal coordinates were scaled from a topographic map and have
 FF2207.an estimated accuracy of +/- 6 seconds.
 FF2207
 FF2207.The orthometric height was determined by differential leveling
 FF2207.and adjusted by the National Geodetic Survey in January 1995..
 FF2207
 FF2207.The geoid height was determined by GEOID03.
 FF2207
 FF2207.The dynamic height is computed by dividing the NAVD 88
 FF2207.geopotential number by the normal gravity value computed on the
 FF2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2207.degrees latitude (g = 980.6199 gals.).
 FF2207
 FF2207.The modeled gravity was interpolated from observed gravity values.
 FF2207
 FF2207;                    North         East    Units  Estimated Accuracy
 FF2207;SPC AR N     -   182,060.      503,900.      MT  (+/- 180 meters Scaled)
 FF2207
 FF2207                          SUPERSEDED SURVEY CONTROL
 FF2207
 FF2207  NGVD 29 (10/05/93)   76.082  (m)          249.61   (f) ADJUSTED    1 2
 FF2207
 FF2207.Superseded values are not recommended for survey control.
 FF2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2207.See file dsdata.txt to determine how the superseded data were derived.
 FF2207
 FF2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV940826(NAD 83)
 FF2207_MARKER: I = METAL ROD
 FF2207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2207_SP_SET: STAINLESS STEEL ROD
 FF2207_STAMPING: M 315 1990
 FF2207_MARK LOGO: NGS   
 FF2207_PROJECTION: FLUSH
 FF2207_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2207+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 FF2207_ROD/PIPE-DEPTH: 26.8 meters
 FF2207
 FF2207  HISTORY     - Date     Condition        Report By
 FF2207  HISTORY     - 1990     MONUMENTED       NGS
 FF2207  HISTORY     - 20020827 GOOD             USACE
 FF2207
 FF2207                          STATION DESCRIPTION
 FF2207
 FF2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2207'1.7 KM (1.05 MI) S0UTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF2207'IN SEDGWICK, 0.2 KM (0.10 MI) NORTHWEST OF THE CRAIGHEAD-GREENE
 FF2207'COUNTY LINE, 42.8 M (140.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 FF2207'21.9 M (71.9 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD, 8.4 M
 FF2207'(27.6 FT) NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 FF2207'RAILROAD, 2.1 M (6.9 FT) BELOW THE LEVEL OF THE TRACK, 1.65 M
 FF2207'(5.41 FT) NORTHEAST OF A UTILITY POLE, AND 0.3 M (1.0 FT) SOUTHWEST
 FF2207'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 FF2207'5-INCH LOGO CAP.
 FF2207
 FF2207                          STATION RECOVERY (2002)
 FF2207
 FF2207'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1232 ***********************************************************************
 GE1232  DESIGNATION -  M 316
 GE1232  PID         -  GE1232
 GE1232  STATE/COUNTY-  AR/LAWRENCE
 GE1232  USGS QUAD   -  IMBODEN (1981)
 GE1232
 GE1232                         *CURRENT SURVEY CONTROL
 GE1232  ___________________________________________________________________
 GE1232* NAD 83(1986)-  36 13 17.     (N)    091 13 28.     (W)     SCALED    
 GE1232* NAVD 88     -       111.586  (meters)     366.10   (feet)  ADJUSTED  
 GE1232  ___________________________________________________________________
 GE1232  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GE1232  DYNAMIC HT  -         111.494 (meters)     365.79  (feet)  COMP
 GE1232  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GE1232
 GE1232  VERT ORDER  -  FIRST     CLASS II
 GE1232
 GE1232.The horizontal coordinates were scaled from a topographic map and have
 GE1232.an estimated accuracy of +/- 6 seconds.
 GE1232
 GE1232.The orthometric height was determined by differential leveling
 GE1232.and adjusted by the National Geodetic Survey in January 1995..
 GE1232
 GE1232.The geoid height was determined by GEOID03.
 GE1232
 GE1232.The dynamic height is computed by dividing the NAVD 88
 GE1232.geopotential number by the normal gravity value computed on the
 GE1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1232.degrees latitude (g = 980.6199 gals.).
 GE1232
 GE1232.The modeled gravity was interpolated from observed gravity values.
 GE1232
 GE1232;                    North         East    Units  Estimated Accuracy
 GE1232;SPC AR N     -   209,750.      469,730.      MT  (+/- 180 meters Scaled)
 GE1232
 GE1232                          SUPERSEDED SURVEY CONTROL
 GE1232
 GE1232  NGVD 29 (10/05/93)  111.488  (m)          365.77   (f) ADJUSTED    1 2
 GE1232
 GE1232.Superseded values are not recommended for survey control.
 GE1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1232.See file dsdata.txt to determine how the superseded data were derived.
 GE1232
 GE1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA595099(NAD 83)
 GE1232_MARKER: DV = VERTICAL CONTROL DISK
 GE1232_SETTING: 66 = SET IN ROCK OUTCROP
 GE1232_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1232_STAMPING: M 316 1990
 GE1232_MARK LOGO: NGS   
 GE1232_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1232+STABILITY: POSITION/ELEVATION WELL
 GE1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1232+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1232
 GE1232  HISTORY     - Date     Condition        Report By
 GE1232  HISTORY     - 1990     MONUMENTED       NGS
 GE1232
 GE1232                          STATION DESCRIPTION
 GE1232
 GE1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1232'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1232'U.S. HIGHWAY 62 IN IMBODEN, IN THE NORTHWESTERN 1/3 OF AN EXPOSED
 GE1232'AREA OF BEDROCK IN A HIGHWAY CUT, 36.0 M (118.1 FT) NORTHWEST OF THE
 GE1232'CENTER OF A DRIVEWAY LEADING NORTH, 8.4 M (27.6 FT) NORTHEAST OF AND
 GE1232'LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) NORTHWEST OF A
 GE1232'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0158 ***********************************************************************
 GE0158  DESIGNATION -  M 32
 GE0158  PID         -  GE0158
 GE0158  STATE/COUNTY-  AR/GREENE
 GE0158  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0158
 GE0158                         *CURRENT SURVEY CONTROL
 GE0158  ___________________________________________________________________
 GE0158* NAD 83(1986)-  36 03 12.     (N)    090 29 08.     (W)     SCALED    
 GE0158* NAVD 88     -        83.953  (meters)     275.44   (feet)  ADJUSTED  
 GE0158  ___________________________________________________________________
 GE0158  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GE0158  DYNAMIC HT  -          83.883 (meters)     275.21  (feet)  COMP
 GE0158  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 GE0158
 GE0158  VERT ORDER  -  FIRST     CLASS II
 GE0158
 GE0158.The horizontal coordinates were scaled from a topographic map and have
 GE0158.an estimated accuracy of +/- 6 seconds.
 GE0158
 GE0158.The orthometric height was determined by differential leveling
 GE0158.and adjusted by the National Geodetic Survey in June 1991..
 GE0158
 GE0158.The geoid height was determined by GEOID03.
 GE0158
 GE0158.The dynamic height is computed by dividing the NAVD 88
 GE0158.geopotential number by the normal gravity value computed on the
 GE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0158.degrees latitude (g = 980.6199 gals.).
 GE0158
 GE0158.The modeled gravity was interpolated from observed gravity values.
 GE0158
 GE0158;                    North         East    Units  Estimated Accuracy
 GE0158;SPC AR N     -   191,870.      536,450.      MT  (+/- 180 meters Scaled)
 GE0158
 GE0158                          SUPERSEDED SURVEY CONTROL
 GE0158
 GE0158  NGVD 29 (??/??/92)   83.943  (m)          275.40   (f) ADJ UNCH    1 2
 GE0158
 GE0158.Superseded values are not recommended for survey control.
 GE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0158.See file dsdata.txt to determine how the superseded data were derived.
 GE0158
 GE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV264927(NAD 83)
 GE0158_MARKER: DB = BENCH MARK DISK
 GE0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0158_STAMPING: M 32 1933
 GE0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0158+STABILITY: SURFACE MOTION
 GE0158
 GE0158  HISTORY     - Date     Condition        Report By
 GE0158  HISTORY     - 1933     MONUMENTED       CGS
 GE0158  HISTORY     - 1956     GOOD             NGS
 GE0158  HISTORY     - 20020319 MARK NOT FOUND   USACE
 GE0158
 GE0158                          STATION DESCRIPTION
 GE0158
 GE0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0158'AT PARAGOULD.
 GE0158'AT PARAGOULD, AT THE ST. LOUIS SOUTHWESTERN RAILWAY STATION,
 GE0158'148 1/2 FEET SOUTH OF SOUTHWEST CORNER OF STATION, 24 FEET WEST
 GE0158'OF WEST RAIL OF MAIN TRACK OF THE ST. LOUIS-SOUTHWESTERN RAILWAY,
 GE0158'258 FEET NORTH OF FROG POINT OF JUNCTION OF THE MISSOURI PACIFIC
 GE0158'RAILROAD AND THE ST. L. SWN. RY., 21.8 FEET EAST OF EAST RAIL OF
 GE0158'M.P. RR, 3 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT 1/2 FOOT
 GE0158'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0158'PROJECTING 3 INCHES.
 GE0158
 GE0158                          STATION RECOVERY (2002)
 GE0158
 GE0158'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0028 ***********************************************************************
 FF0028  DESIGNATION -  M 33
 FF0028  PID         -  FF0028
 FF0028  STATE/COUNTY-  AR/MISSISSIPPI
 FF0028  USGS QUAD   -  DELL (1983)
 FF0028
 FF0028                         *CURRENT SURVEY CONTROL
 FF0028  ___________________________________________________________________
 FF0028* NAD 83(1986)-  35 52 20.     (N)    090 00 38.     (W)     SCALED    
 FF0028* NAVD 88     -        73.330  (meters)     240.58   (feet)  ADJUSTED  
 FF0028  ___________________________________________________________________
 FF0028  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FF0028  DYNAMIC HT  -          73.268 (meters)     240.38  (feet)  COMP
 FF0028  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FF0028
 FF0028  VERT ORDER  -  FIRST     CLASS II
 FF0028
 FF0028.The horizontal coordinates were scaled from a topographic map and have
 FF0028.an estimated accuracy of +/- 6 seconds.
 FF0028
 FF0028.The orthometric height was determined by differential leveling
 FF0028.and adjusted by the National Geodetic Survey in June 1991..
 FF0028
 FF0028.The geoid height was determined by GEOID03.
 FF0028
 FF0028.The dynamic height is computed by dividing the NAVD 88
 FF0028.geopotential number by the normal gravity value computed on the
 FF0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0028.degrees latitude (g = 980.6199 gals.).
 FF0028
 FF0028.The modeled gravity was interpolated from observed gravity values.
 FF0028
 FF0028;                    North         East    Units  Estimated Accuracy
 FF0028;SPC AR N     -   172,540.      579,640.      MT  (+/- 180 meters Scaled)
 FF0028
 FF0028                          SUPERSEDED SURVEY CONTROL
 FF0028
 FF0028  NGVD 29 (??/??/??)   73.297  (m)          240.48   (f) ADJUSTED    1 2
 FF0028
 FF0028.Superseded values are not recommended for survey control.
 FF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0028.See file dsdata.txt to determine how the superseded data were derived.
 FF0028
 FF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV699739(NAD 83)
 FF0028_MARKER: DB = BENCH MARK DISK
 FF0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0028_STAMPING: M 33 1933
 FF0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0028+STABILITY: SURFACE MOTION
 FF0028
 FF0028  HISTORY     - Date     Condition        Report By
 FF0028  HISTORY     - 1933     MONUMENTED       CGS
 FF0028  HISTORY     - 1956     GOOD             CGS
 FF0028  HISTORY     - 1987     GOOD             USPSQD
 FF0028
 FF0028                          STATION DESCRIPTION
 FF0028
 FF0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0028'2 MI NE FROM DELL.
 FF0028'ABOUT 1.95 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0028'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL, AT
 FF0028'CROSSING OF A ROAD LEADING TO MC DEARMAN PLANTATION, ACROSS
 FF0028'TRACK FROM TELEPHONE POLE NO. 287, 89 FEET NORTHWEST OF NORTHWEST
 FF0028'RAIL, 95 1/2 FEET WEST-NORTHWEST OF CENTER OF CROSSING, 36 FEET
 FF0028'SOUTHWEST OF CENTER LINE OF ROAD, 39 1/2 FEET NORTHWEST OF
 FF0028'NORTHWEST END OF A 6-INCH PIPE CULVERT UNDER A DRIVE SOUTHWEST
 FF0028'PARALLEL TO TRACK, 8 FEET SOUTH OF A 30-INCH ELM TREE, ABOUT 3
 FF0028'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0028'PROJECTING 4 INCHES.
 FF0028
 FF0028                          STATION RECOVERY (1987)
 FF0028
 FF0028'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1457 ***********************************************************************
 EJ1457  DESIGNATION -  M 33
 EJ1457  PID         -  EJ1457
 EJ1457  STATE/COUNTY-  AR/POLK
 EJ1457  USGS QUAD   -  BIG FORK (1980)
 EJ1457
 EJ1457                         *CURRENT SURVEY CONTROL
 EJ1457  ___________________________________________________________________
 EJ1457* NAD 83(1986)-  34 26 14.     (N)    093 59 50.     (W)     SCALED    
 EJ1457* NAVD 88     -       457.601  (meters)    1501.31   (feet)  ADJUSTED  
 EJ1457  ___________________________________________________________________
 EJ1457  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EJ1457  DYNAMIC HT  -         457.114 (meters)    1499.71  (feet)  COMP
 EJ1457  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 EJ1457
 EJ1457  VERT ORDER  -  SECOND    CLASS 0
 EJ1457
 EJ1457.The horizontal coordinates were scaled from a topographic map and have
 EJ1457.an estimated accuracy of +/- 6 seconds.
 EJ1457
 EJ1457.The orthometric height was determined by differential leveling
 EJ1457.and adjusted by the National Geodetic Survey in June 1991..
 EJ1457
 EJ1457.The geoid height was determined by GEOID03.
 EJ1457
 EJ1457.The dynamic height is computed by dividing the NAVD 88
 EJ1457.geopotential number by the normal gravity value computed on the
 EJ1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1457.degrees latitude (g = 980.6199 gals.).
 EJ1457
 EJ1457.The modeled gravity was interpolated from observed gravity values.
 EJ1457
 EJ1457;                    North         East    Units  Estimated Accuracy
 EJ1457;SPC AR S     -   598,170.      216,460.      MT  (+/- 180 meters Scaled)
 EJ1457
 EJ1457                          SUPERSEDED SURVEY CONTROL
 EJ1457
 EJ1457  NGVD 29 (??/??/92)  457.526  (m)         1501.07   (f) ADJ UNCH    2 0
 EJ1457
 EJ1457.Superseded values are not recommended for survey control.
 EJ1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1457.See file dsdata.txt to determine how the superseded data were derived.
 EJ1457
 EJ1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU083110(NAD 83)
 EJ1457_MARKER: DB = BENCH MARK DISK
 EJ1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1457_STAMPING: M-33 1934
 EJ1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1457+STABILITY: SURFACE MOTION
 EJ1457
 EJ1457  HISTORY     - Date     Condition        Report By
 EJ1457  HISTORY     - 1934     MONUMENTED       CGS
 EJ1457  HISTORY     - 1935     GOOD             NGS
 EJ1457  HISTORY     - 1961     GOOD             NGS
 EJ1457
 EJ1457                          STATION DESCRIPTION
 EJ1457
 EJ1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1457'7.5 MI E FROM SHADY.
 EJ1457'7.5 MILES EAST OF, ALONG THE MINE CREEK ROAD, FROM COSSATOT CREEK HWY
 EJ1457'BRIDGE.  ABOUT 135 FEET EAST OF A PIPE CULVERT IN ROAD.  98 FEET NORTH
 EJ1457'OF ROAD CENTERLINE.  70 FEET NORTH OF A BLAZED OAK TREE 1.2 FT. IN
 EJ1457'DIAMETER.  12 FEET ABOVE THE ROAD SURFACE.  TABLET SET IN PRECAST
 EJ1457'CONCRETE POST.  NOTE-- MARK IS 10 FT S OF A LARGE TREE WITH BLAZE ON
 EJ1457'SOUTH SIDE.
 EJ1457
 EJ1457                          STATION RECOVERY (1961)
 EJ1457
 EJ1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0108 ***********************************************************************
 GG0108  DESIGNATION -  M 34
 GG0108  PID         -  GG0108
 GG0108  STATE/COUNTY-  AR/BENTON
 GG0108  USGS QUAD   -  HIWASSE (1982)
 GG0108
 GG0108                         *CURRENT SURVEY CONTROL
 GG0108  ___________________________________________________________________
 GG0108* NAD 83(1986)-  36 25 54.     (N)    094 20 01.     (W)     SCALED    
 GG0108* NAVD 88     -       406.145  (meters)    1332.49   (feet)  ADJUSTED  
 GG0108  ___________________________________________________________________
 GG0108  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GG0108  DYNAMIC HT  -         405.798 (meters)    1331.36  (feet)  COMP
 GG0108  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 GG0108
 GG0108  VERT ORDER  -  SECOND    CLASS 0
 GG0108
 GG0108.The horizontal coordinates were scaled from a topographic map and have
 GG0108.an estimated accuracy of +/- 6 seconds.
 GG0108
 GG0108.The orthometric height was determined by differential leveling
 GG0108.and adjusted by the National Geodetic Survey in June 1991..
 GG0108
 GG0108.The geoid height was determined by GEOID03.
 GG0108
 GG0108.The dynamic height is computed by dividing the NAVD 88
 GG0108.geopotential number by the normal gravity value computed on the
 GG0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0108.degrees latitude (g = 980.6199 gals.).
 GG0108
 GG0108.The modeled gravity was interpolated from observed gravity values.
 GG0108
 GG0108;                    North         East    Units  Estimated Accuracy
 GG0108;SPC AR N     -   235,280.      190,760.      MT  (+/- 180 meters Scaled)
 GG0108
 GG0108                          SUPERSEDED SURVEY CONTROL
 GG0108
 GG0108  NGVD 29 (??/??/92)  406.012  (m)         1332.06   (f) ADJ UNCH    2 0
 GG0108
 GG0108.Superseded values are not recommended for survey control.
 GG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0108.See file dsdata.txt to determine how the superseded data were derived.
 GG0108
 GG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA804326(NAD 83)
 GG0108_MARKER: DB = BENCH MARK DISK
 GG0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0108_STAMPING: M 34 1934
 GG0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0108+STABILITY: SURFACE MOTION
 GG0108
 GG0108  HISTORY     - Date     Condition        Report By
 GG0108  HISTORY     - 1934     MONUMENTED       CGS
 GG0108  HISTORY     - 1960     MARK NOT FOUND   NGS
 GG0108
 GG0108                          STATION DESCRIPTION
 GG0108
 GG0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0108'AT HIWASSE.
 GG0108'AT HIWASSE, BENTON COUNTY, 120 FEET SOUTHWEST OF THE SOUTHWEST
 GG0108'CORNER OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 60 FEET
 GG0108'EAST OF THE FIRST POLE EAST OF THE TWENTIETH POLE NORTHWEST
 GG0108'OF MILEPOST 348, SOUTH OF A SWITCH STAND, 100 FEET WEST OF
 GG0108'THE CENTER OF A STREET CROSSING, AND 30 FEET SOUTH OF THE TRACK.
 GG0108'A STANDARD DISK, STAMPED M 34 1934 AND SET IN THE TOP OF A
 GG0108'CONCRETE POST.  NOTE-- THE RAILROAD AND RAILROAD STATION HAVE
 GG0108'BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0254 ***********************************************************************
 EK0254  DESIGNATION -  M 34
 EK0254  PID         -  EK0254
 EK0254  STATE/COUNTY-  AR/POLK
 EK0254  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0254
 EK0254                         *CURRENT SURVEY CONTROL
 EK0254  ___________________________________________________________________
 EK0254* NAD 83(1986)-  34 27 09.     (N)    094 01 33.     (W)     SCALED    
 EK0254* NAVD 88     -       460.871  (meters)    1512.04   (feet)  ADJUSTED  
 EK0254  ___________________________________________________________________
 EK0254  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EK0254  DYNAMIC HT  -         460.384 (meters)    1510.44  (feet)  COMP
 EK0254  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 EK0254
 EK0254  VERT ORDER  -  SECOND    CLASS 0
 EK0254
 EK0254.The horizontal coordinates were scaled from a topographic map and have
 EK0254.an estimated accuracy of +/- 6 seconds.
 EK0254
 EK0254.The orthometric height was determined by differential leveling
 EK0254.and adjusted by the National Geodetic Survey in June 1991..
 EK0254
 EK0254.The geoid height was determined by GEOID03.
 EK0254
 EK0254.The dynamic height is computed by dividing the NAVD 88
 EK0254.geopotential number by the normal gravity value computed on the
 EK0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0254.degrees latitude (g = 980.6199 gals.).
 EK0254
 EK0254.The modeled gravity was interpolated from observed gravity values.
 EK0254
 EK0254;                    North         East    Units  Estimated Accuracy
 EK0254;SPC AR S     -   599,920.      213,860.      MT  (+/- 180 meters Scaled)
 EK0254
 EK0254                          SUPERSEDED SURVEY CONTROL
 EK0254
 EK0254  NGVD 29 (??/??/92)  460.799  (m)         1511.80   (f) ADJ UNCH    2 0
 EK0254
 EK0254.Superseded values are not recommended for survey control.
 EK0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0254.See file dsdata.txt to determine how the superseded data were derived.
 EK0254
 EK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU057128(NAD 83)
 EK0254_MARKER: DB = BENCH MARK DISK
 EK0254_SETTING: 0 = UNSPECIFIED SETTING
 EK0254_STAMPING: M-34 1934
 EK0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0254
 EK0254  HISTORY     - Date     Condition        Report By
 EK0254  HISTORY     - 1934     MONUMENTED       CGS
 EK0254  HISTORY     - 1935     GOOD             NGS
 EK0254  HISTORY     - 1961     GOOD             NGS
 EK0254
 EK0254                          STATION DESCRIPTION
 EK0254
 EK0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0254'6.4 MI S FROM BIG FORK.
 EK0254'6.4 MILES SOUTH OF, ALONG BIG FORK-ATHENS ROAD, FROM BUTCHERKNIFE
 EK0254'CREEK BRIDGE.  1.5 MI SOUTHEAST ALONG S. HWY 8, 4.9 MI. SOUTHWEST
 EK0254'ALONG ATHENS RD, IN SE 1/4 OF SE 1/4 OF SECTION 30, T. 3 S.,
 EK0254'R 28 W., 70 FEET EAST OF INTERSECTION OF BIG-FORK ATHENS ROAD WITH
 EK0254'ROAD RUNNING NORTH TOWARD HEATH VALLEY AND BOARD CAMP, ABOUT 4.5
 EK0254'MILES SOUTHWEST OF JUNCTION OF HIGHWAY 8 WITH BIG FORK-ATHENS ROAD.
 EK0254
 EK0254                          STATION RECOVERY (1961)
 EK0254
 EK0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0324 ***********************************************************************
 GF0324  DESIGNATION -  M 35
 GF0324  PID         -  GF0324
 GF0324  STATE/COUNTY-  AR/BOONE
 GF0324  USGS QUAD   -  OMAHA (1967)
 GF0324
 GF0324                         *CURRENT SURVEY CONTROL
 GF0324  ___________________________________________________________________
 GF0324* NAD 83(1986)-  36 28 10.     (N)    093 12 22.     (W)     SCALED    
 GF0324* NAVD 88     -       360.584  (meters)    1183.02   (feet)  ADJUSTED  
 GF0324  ___________________________________________________________________
 GF0324  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GF0324  DYNAMIC HT  -         360.268 (meters)    1181.98  (feet)  COMP
 GF0324  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 GF0324
 GF0324  VERT ORDER  -  SECOND    CLASS 0
 GF0324
 GF0324.The horizontal coordinates were scaled from a topographic map and have
 GF0324.an estimated accuracy of +/- 6 seconds.
 GF0324
 GF0324.The orthometric height was determined by differential leveling
 GF0324.and adjusted by the National Geodetic Survey in June 1991..
 GF0324
 GF0324.The geoid height was determined by GEOID03.
 GF0324
 GF0324.The dynamic height is computed by dividing the NAVD 88
 GF0324.geopotential number by the normal gravity value computed on the
 GF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0324.degrees latitude (g = 980.6199 gals.).
 GF0324
 GF0324.The modeled gravity was interpolated from observed gravity values.
 GF0324
 GF0324;                    North         East    Units  Estimated Accuracy
 GF0324;SPC AR N     -   237,660.      291,900.      MT  (+/- 180 meters Scaled)
 GF0324
 GF0324                          SUPERSEDED SURVEY CONTROL
 GF0324
 GF0324  NGVD 29 (??/??/92)  360.445  (m)         1182.56   (f) ADJ UNCH    2 0
 GF0324
 GF0324.Superseded values are not recommended for survey control.
 GF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0324.See file dsdata.txt to determine how the superseded data were derived.
 GF0324
 GF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA815360(NAD 83)
 GF0324_MARKER: DB = BENCH MARK DISK
 GF0324_SETTING: 66 = SET IN ROCK OUTCROP
 GF0324_SP_SET: ROCK CUT
 GF0324_STAMPING: M-35 1934
 GF0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0324+STABILITY: POSITION/ELEVATION WELL
 GF0324
 GF0324  HISTORY     - Date     Condition        Report By
 GF0324  HISTORY     - 1934     MONUMENTED       CGS
 GF0324
 GF0324                          STATION DESCRIPTION
 GF0324
 GF0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0324'1.6 MI N FROM CRICKETT.
 GF0324'ABOUT 0.3 MILE SOUTH OF SEMAPHORE, 60 FEET SOUTH OF NORTH
 GF0324'END OF CUT, 60 FEET SOUTHWEST OF POLE 434-10, 40 FEET NORTHWEST
 GF0324'OF HANDCAR SET-OFF, 10 FEET WEST OF CENTERLINE OF RAILROAD,
 GF0324'AT SAME LEVEL AS THE TOP OF RAILS, SET IN TOP OF LEDGE OF
 GF0324'LIMESTONE IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0079 ***********************************************************************
 GF0079  DESIGNATION -  M 36
 GF0079  PID         -  GF0079
 GF0079  STATE/COUNTY-  AR/BAXTER
 GF0079  USGS QUAD   -  MIDWAY (1981)
 GF0079
 GF0079                         *CURRENT SURVEY CONTROL
 GF0079  ___________________________________________________________________
 GF0079* NAD 83(1986)-  36 25 49.     (N)    092 27 27.     (W)     SCALED    
 GF0079* NAVD 88     -       302.169  (meters)     991.37   (feet)  ADJUSTED  
 GF0079  ___________________________________________________________________
 GF0079  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0079  DYNAMIC HT  -         301.913 (meters)     990.53  (feet)  COMP
 GF0079  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GF0079
 GF0079  VERT ORDER  -  SECOND    CLASS 0
 GF0079
 GF0079.The horizontal coordinates were scaled from a topographic map and have
 GF0079.an estimated accuracy of +/- 6 seconds.
 GF0079
 GF0079.The orthometric height was determined by differential leveling
 GF0079.and adjusted by the National Geodetic Survey in June 1991..
 GF0079
 GF0079.The geoid height was determined by GEOID03.
 GF0079
 GF0079.The dynamic height is computed by dividing the NAVD 88
 GF0079.geopotential number by the normal gravity value computed on the
 GF0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0079.degrees latitude (g = 980.6199 gals.).
 GF0079
 GF0079.The modeled gravity was interpolated from observed gravity values.
 GF0079
 GF0079;                    North         East    Units  Estimated Accuracy
 GF0079;SPC AR N     -   232,750.      358,970.      MT  (+/- 180 meters Scaled)
 GF0079
 GF0079                          SUPERSEDED SURVEY CONTROL
 GF0079
 GF0079  NGVD 29 (??/??/92)  302.048  (m)          990.97   (f) ADJ UNCH    2 0
 GF0079
 GF0079.Superseded values are not recommended for survey control.
 GF0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0079.See file dsdata.txt to determine how the superseded data were derived.
 GF0079
 GF0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA486318(NAD 83)
 GF0079_MARKER: DB = BENCH MARK DISK
 GF0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0079_STAMPING: M-36 1934
 GF0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0079+STABILITY: SURFACE MOTION
 GF0079
 GF0079  HISTORY     - Date     Condition        Report By
 GF0079  HISTORY     - 1934     MONUMENTED       CGS
 GF0079  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0079
 GF0079                          STATION DESCRIPTION
 GF0079
 GF0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0079'1.8 MI S FROM THREE BROTHERS.
 GF0079'1.8 MILES SOUTH OF ALONG ST. HWY. FROM SCHOOL 275 FEET SOUTH
 GF0079'OF A.D. KELLUMS FARMHOUSE, 13 FEET SOUTH OF FENCE CORNER AT
 GF0079'WEST SIDE OF HIGHWAY, 29 FEET WEST OF HIGHWAY CENTERLINE, 1 FT.
 GF0079'EAST OF PROPERTY-LINE FENCE.  TTBLET SET IN PRECAST CONCRETE
 GF0079'POST.
 GF0079
 GF0079                          STATION RECOVERY (1965)
 GF0079
 GF0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0130 ***********************************************************************
 GF0130  DESIGNATION -  M 37
 GF0130  PID         -  GF0130
 GF0130  STATE/COUNTY-  AR/MARION
 GF0130  USGS QUAD   -  COTTER SW (1972)
 GF0130
 GF0130                         *CURRENT SURVEY CONTROL
 GF0130  ___________________________________________________________________
 GF0130* NAD 83(1986)-  36 15 07.     (N)    092 44 06.     (W)     SCALED    
 GF0130* NAVD 88     -       222.110  (meters)     728.71   (feet)  ADJUSTED  
 GF0130  ___________________________________________________________________
 GF0130  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GF0130  DYNAMIC HT  -         221.914 (meters)     728.06  (feet)  COMP
 GF0130  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 GF0130
 GF0130  VERT ORDER  -  SECOND    CLASS 0
 GF0130
 GF0130.The horizontal coordinates were scaled from a topographic map and have
 GF0130.an estimated accuracy of +/- 6 seconds.
 GF0130
 GF0130.The orthometric height was determined by differential leveling
 GF0130.and adjusted by the National Geodetic Survey in June 1991..
 GF0130
 GF0130.The geoid height was determined by GEOID03.
 GF0130
 GF0130.The dynamic height is computed by dividing the NAVD 88
 GF0130.geopotential number by the normal gravity value computed on the
 GF0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0130.degrees latitude (g = 980.6199 gals.).
 GF0130
 GF0130.The modeled gravity was interpolated from observed gravity values.
 GF0130
 GF0130;                    North         East    Units  Estimated Accuracy
 GF0130;SPC AR N     -   213,110.      333,940.      MT  (+/- 180 meters Scaled)
 GF0130
 GF0130                          SUPERSEDED SURVEY CONTROL
 GF0130
 GF0130  NGVD 29 (??/??/92)  221.990  (m)          728.31   (f) ADJ UNCH    2 0
 GF0130
 GF0130.Superseded values are not recommended for survey control.
 GF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0130.See file dsdata.txt to determine how the superseded data were derived.
 GF0130
 GF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA238119(NAD 83)
 GF0130_MARKER: DB = BENCH MARK DISK
 GF0130_SETTING: 66 = SET IN ROCK OUTCROP
 GF0130_SP_SET: ROCK OUTCROP
 GF0130_STAMPING: M 37 1934
 GF0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0130+STABILITY: POSITION/ELEVATION WELL
 GF0130
 GF0130  HISTORY     - Date     Condition        Report By
 GF0130  HISTORY     - 1934     MONUMENTED       CGS
 GF0130
 GF0130                          STATION DESCRIPTION
 GF0130
 GF0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0130'3.2 MI W FROM YELLVILLE.
 GF0130'35 FEET WEST OF POLE 395-14 AND ON THE SAME SIDE OF TRACK, 70
 GF0130'FEET WEST OF THE EAST END OF LIMESTONE OUTCROP IN CUT, 12 FEET
 GF0130'NORTH OF RAILROAD CENTERLINE, 1.5 FEET ABOVE THE TOP OF RAILS.
 GF0130'TABLET SET IN TOP OF A LEDGE OF LIMESTONE OUTCROP IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0103 ***********************************************************************
 GF0103  DESIGNATION -  M 38
 GF0103  PID         -  GF0103
 GF0103  STATE/COUNTY-  AR/FULTON
 GF0103  USGS QUAD   -  GAMALIEL (1965)
 GF0103
 GF0103                         *CURRENT SURVEY CONTROL
 GF0103  ___________________________________________________________________
 GF0103* NAD 83(1986)-  36 22 31.     (N)    092 08 47.     (W)     SCALED    
 GF0103* NAVD 88     -       266.083  (meters)     872.97   (feet)  ADJUSTED  
 GF0103  ___________________________________________________________________
 GF0103  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0103  DYNAMIC HT  -         265.859 (meters)     872.24  (feet)  COMP
 GF0103  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 GF0103
 GF0103  VERT ORDER  -  SECOND    CLASS 0
 GF0103
 GF0103.The horizontal coordinates were scaled from a topographic map and have
 GF0103.an estimated accuracy of +/- 6 seconds.
 GF0103
 GF0103.The orthometric height was determined by differential leveling
 GF0103.and adjusted by the National Geodetic Survey in June 1991..
 GF0103
 GF0103.The geoid height was determined by GEOID03.
 GF0103
 GF0103.The dynamic height is computed by dividing the NAVD 88
 GF0103.geopotential number by the normal gravity value computed on the
 GF0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0103.degrees latitude (g = 980.6199 gals.).
 GF0103
 GF0103.The modeled gravity was interpolated from observed gravity values.
 GF0103
 GF0103;                    North         East    Units  Estimated Accuracy
 GF0103;SPC AR N     -   226,560.      386,860.      MT  (+/- 180 meters Scaled)
 GF0103
 GF0103                          SUPERSEDED SURVEY CONTROL
 GF0103
 GF0103  NGVD 29 (??/??/92)  265.970  (m)          872.60   (f) ADJ UNCH    2 0
 GF0103
 GF0103.Superseded values are not recommended for survey control.
 GF0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0103.See file dsdata.txt to determine how the superseded data were derived.
 GF0103
 GF0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA765259(NAD 83)
 GF0103_MARKER: DB = BENCH MARK DISK
 GF0103_SETTING: 0 = UNSPECIFIED SETTING
 GF0103_STAMPING: M-38-1934
 GF0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0103
 GF0103  HISTORY     - Date     Condition        Report By
 GF0103  HISTORY     - 1934     MONUMENTED       CGS
 GF0103  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0103
 GF0103                          STATION DESCRIPTION
 GF0103
 GF0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0103'9.8 MI W FROM VIOLA.
 GF0103'ABOUT 1 MILE EAST OF THE COUNTY LINE, 240 FEET EAST OF TOP
 GF0103'OF KNOLL, 73 FEET WEST OF CENTERLINE OF FARM LANE SOUTH, 83
 GF0103'FEET SOUTHWEST OF INTERSECTION OF CENTERLINES OF HIGHWAY AND
 GF0103'LANE NORTH, 25.2 FT. SOUTH OF HIGHWAY CENTERLINE, 1 FT. NORTH OF
 GF0103'PROPERTY-LINE FENCE.  NOTE-- HIGHWAY HAS BEEN RECONSTRUCTED.
 GF0103'IT HAS BEEN WIDENED.
 GF0103
 GF0103                          STATION RECOVERY (1965)
 GF0103
 GF0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0065 ***********************************************************************
 GF0065  DESIGNATION -  M 39
 GF0065  PID         -  GF0065
 GF0065  STATE/COUNTY-  AR/IZARD
 GF0065  USGS QUAD   -  CALICO ROCK (1964)
 GF0065
 GF0065                         *CURRENT SURVEY CONTROL
 GF0065  ___________________________________________________________________
 GF0065* NAD 83(1986)-  36 06 59.     (N)    092 08 39.     (W)     SCALED    
 GF0065* NAVD 88     -       112.001  (meters)     367.46   (feet)  ADJUSTED  
 GF0065  ___________________________________________________________________
 GF0065  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GF0065  DYNAMIC HT  -         111.907 (meters)     367.15  (feet)  COMP
 GF0065  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GF0065
 GF0065  VERT ORDER  -  SECOND    CLASS 0
 GF0065
 GF0065.The horizontal coordinates were scaled from a topographic map and have
 GF0065.an estimated accuracy of +/- 6 seconds.
 GF0065
 GF0065.The orthometric height was determined by differential leveling
 GF0065.and adjusted by the National Geodetic Survey in June 1991..
 GF0065
 GF0065.The geoid height was determined by GEOID03.
 GF0065
 GF0065.The dynamic height is computed by dividing the NAVD 88
 GF0065.geopotential number by the normal gravity value computed on the
 GF0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0065.degrees latitude (g = 980.6199 gals.).
 GF0065
 GF0065.The modeled gravity was interpolated from observed gravity values.
 GF0065
 GF0065;                    North         East    Units  Estimated Accuracy
 GF0065;SPC AR N     -   197,830.      387,020.      MT  (+/- 180 meters Scaled)
 GF0065
 GF0065                          SUPERSEDED SURVEY CONTROL
 GF0065
 GF0065  NGVD 29 (??/??/92)  111.900  (m)          367.13   (f) ADJ UNCH    2 0
 GF0065
 GF0065.Superseded values are not recommended for survey control.
 GF0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0065.See file dsdata.txt to determine how the superseded data were derived.
 GF0065
 GF0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV770971(NAD 83)
 GF0065_MARKER: DB = BENCH MARK DISK
 GF0065_SETTING: 66 = SET IN ROCK OUTCROP
 GF0065_SP_SET: ROCK LEDGE
 GF0065_STAMPING: M-39 1934
 GF0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0065+STABILITY: POSITION/ELEVATION WELL
 GF0065
 GF0065  HISTORY     - Date     Condition        Report By
 GF0065  HISTORY     - 1934     MONUMENTED       CGS
 GF0065
 GF0065                          STATION DESCRIPTION
 GF0065
 GF0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0065'IN CALICO ROCK.
 GF0065'ABOUT 0.1 MILE EAST OF MARKER 341-10, 295 FEET EAST OF SWITCH
 GF0065'STAND AT WEST END OF THE SWITCH, ABOUT 0.13 MILE WEST OF THE
 GF0065'RAILROAD STATION, 13 FEET NORTH OF THE RAILROAD CENTERLINE,
 GF0065'2 FEET ABOVE THE TOP OF RAILS.  TABLET SET IN TOP OF A LIMESTONE
 GF0065'LEDGE OF BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1421 ***********************************************************************
 EJ1421  DESIGNATION -  M 39
 EJ1421  PID         -  EJ1421
 EJ1421  STATE/COUNTY-  AR/PIKE
 EJ1421  USGS QUAD   -  LODI (1979)
 EJ1421
 EJ1421                         *CURRENT SURVEY CONTROL
 EJ1421  ___________________________________________________________________
 EJ1421* NAD 83(1986)-  34 18 46.     (N)    093 40 29.     (W)     SCALED    
 EJ1421* NAVD 88     -       270.945  (meters)     888.93   (feet)  ADJUSTED  
 EJ1421  ___________________________________________________________________
 EJ1421  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EJ1421  DYNAMIC HT  -         270.668 (meters)     888.02  (feet)  COMP
 EJ1421  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 EJ1421
 EJ1421  VERT ORDER  -  SECOND    CLASS 0
 EJ1421
 EJ1421.The horizontal coordinates were scaled from a topographic map and have
 EJ1421.an estimated accuracy of +/- 6 seconds.
 EJ1421
 EJ1421.The orthometric height was determined by differential leveling
 EJ1421.and adjusted by the National Geodetic Survey in June 1991..
 EJ1421
 EJ1421.The geoid height was determined by GEOID03.
 EJ1421
 EJ1421.The dynamic height is computed by dividing the NAVD 88
 EJ1421.geopotential number by the normal gravity value computed on the
 EJ1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1421.degrees latitude (g = 980.6199 gals.).
 EJ1421
 EJ1421.The modeled gravity was interpolated from observed gravity values.
 EJ1421
 EJ1421;                    North         East    Units  Estimated Accuracy
 EJ1421;SPC AR S     -   583,840.      245,870.      MT  (+/- 180 meters Scaled)
 EJ1421
 EJ1421                          SUPERSEDED SURVEY CONTROL
 EJ1421
 EJ1421  NGVD 29 (??/??/92)  270.914  (m)          888.82   (f) ADJ UNCH    2 0
 EJ1421
 EJ1421.Superseded values are not recommended for survey control.
 EJ1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1421.See file dsdata.txt to determine how the superseded data were derived.
 EJ1421
 EJ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT379970(NAD 83)
 EJ1421_MARKER: DB = BENCH MARK DISK
 EJ1421_SETTING: 0 = UNSPECIFIED SETTING
 EJ1421_STAMPING: M-39 1934
 EJ1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1421
 EJ1421  HISTORY     - Date     Condition        Report By
 EJ1421  HISTORY     - 1934     MONUMENTED       CGS
 EJ1421  HISTORY     - 1935     GOOD             NGS
 EJ1421  HISTORY     - 1966     MARK NOT FOUND   NGS
 EJ1421  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ1421
 EJ1421                          STATION DESCRIPTION
 EJ1421
 EJ1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1421'3.5 MI W FROM SALEM CROSSING.
 EJ1421'3.5 MILES WEST OF, ALONG THE BAKER SPRINGS ROAD, FROM SUMMERALL
 EJ1421'SERVICE STATION.  T. 5 S., R. 25 W., SECTION 16.  IN CENTRAL EAST
 EJ1421'PORTION OF NW 1/4 OF NE 1/4.  IN LAND OF DIERKS LUMBER COMPANY.  55
 EJ1421'FEET NORTH OF CENTERLINE OF ROAD, AND 133 FEET WEST AND 108 FT. SOUTH
 EJ1421'OF SOUTHWEST CORNER OF FARMHOUSE OF ARTHUR DONALDSON.
 EJ1421
 EJ1421                          STATION RECOVERY (1966)
 EJ1421
 EJ1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EJ1421'MARK NOT FOUND.
 EJ1421
 EJ1421                          STATION RECOVERY (1976)
 EJ1421
 EJ1421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EJ1421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1449 ***********************************************************************
 EJ1449  DESIGNATION -  M 4
 EJ1449  PID         -  EJ1449
 EJ1449  STATE/COUNTY-  AR/MONTGOMERY
 EJ1449  USGS QUAD   -  POLK CREEK MTN (1980)
 EJ1449
 EJ1449                         *CURRENT SURVEY CONTROL
 EJ1449  ___________________________________________________________________
 EJ1449* NAD 83(1986)-  34 26 54.     (N)    093 49 23.     (W)     SCALED    
 EJ1449* NAVD 88     -       288.796  (meters)     947.49   (feet)  ADJUSTED  
 EJ1449  ___________________________________________________________________
 EJ1449  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 EJ1449  DYNAMIC HT  -         288.497 (meters)     946.51  (feet)  COMP
 EJ1449  MODELED GRAV-     979,593.6   (mgal)                       NAVD 88
 EJ1449
 EJ1449  VERT ORDER  -  SECOND    CLASS 0
 EJ1449
 EJ1449.The horizontal coordinates were scaled from a topographic map and have
 EJ1449.an estimated accuracy of +/- 6 seconds.
 EJ1449
 EJ1449.The orthometric height was determined by differential leveling
 EJ1449.and adjusted by the National Geodetic Survey in June 1991..
 EJ1449
 EJ1449.The geoid height was determined by GEOID03.
 EJ1449
 EJ1449.The dynamic height is computed by dividing the NAVD 88
 EJ1449.geopotential number by the normal gravity value computed on the
 EJ1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1449.degrees latitude (g = 980.6199 gals.).
 EJ1449
 EJ1449.The modeled gravity was interpolated from observed gravity values.
 EJ1449
 EJ1449;                    North         East    Units  Estimated Accuracy
 EJ1449;SPC AR S     -   599,100.      232,490.      MT  (+/- 180 meters Scaled)
 EJ1449
 EJ1449                          SUPERSEDED SURVEY CONTROL
 EJ1449
 EJ1449  NGVD 29 (??/??/92)  288.738  (m)          947.30   (f) ADJ UNCH    2 0
 EJ1449
 EJ1449.Superseded values are not recommended for survey control.
 EJ1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1449.See file dsdata.txt to determine how the superseded data were derived.
 EJ1449
 EJ1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU243121(NAD 83)
 EJ1449_MARKER: DB = BENCH MARK DISK
 EJ1449_SETTING: 0 = UNSPECIFIED SETTING
 EJ1449_STAMPING: M-4 1934
 EJ1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1449
 EJ1449  HISTORY     - Date     Condition        Report By
 EJ1449  HISTORY     - 1934     MONUMENTED       CGS
 EJ1449  HISTORY     - 1935     GOOD             NGS
 EJ1449  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1449  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1449
 EJ1449                          STATION DESCRIPTION
 EJ1449
 EJ1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1449'9.8 MI W FROM NORMAN.
 EJ1449'9.8 MILES WEST OF, ALONG HIGHWAY 8, FROM M.P. RY STATION.  3 MILES
 EJ1449'EAST OF J.M. COXS RESIDENCE AT SLATINGTON.  ABOUT 7.2 MILES WEST OF
 EJ1449'BLACK SPRINGS.  7.3 MILES EAST OF POLK-MONTGOMERY COUNTY LINE.  IN
 EJ1449'NORTHEAST PORTION OF NW 1/4 OF SECTION 31.  T. 3 S., R. 26 W.  .3 MILE
 EJ1449'WEST OF JUNCTION OF COLD SPRINGS ROAD.  181 FEET WEST AND 73 FEET
 EJ1449'SOUTH OF SOUTHWEST CORNER OF HOUSE OF J.C. LINGERFELT.  48.2 FEET
 EJ1449'SOUTHEAST OF CENTERLINE OF HIGHWAY.  17 FEET NORTHEAST OF OAK TREE 1.2
 EJ1449'FT. IN DIAMETER AND MARKED U.S.B.M. 947.2.
 EJ1449
 EJ1449                          STATION RECOVERY (1961)
 EJ1449
 EJ1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1449'MARK NOT FOUND.
 EJ1449
 EJ1449                          STATION RECOVERY (1978)
 EJ1449
 EJ1449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0109 ***********************************************************************
 FF0109  DESIGNATION -  M 4
 FF0109  PID         -  FF0109
 FF0109  STATE/COUNTY-  AR/POINSETT
 FF0109  USGS QUAD   -  TYRONZA (1974)
 FF0109
 FF0109                         *CURRENT SURVEY CONTROL
 FF0109  ___________________________________________________________________
 FF0109* NAD 83(1986)-  35 29 21.     (N)    090 21 16.     (W)     SCALED    
 FF0109* NAVD 88     -        67.469  (meters)     221.35   (feet)  ADJUSTED  
 FF0109  ___________________________________________________________________
 FF0109  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF0109  DYNAMIC HT  -          67.410 (meters)     221.16  (feet)  COMP
 FF0109  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 FF0109
 FF0109  VERT ORDER  -  FIRST     CLASS II
 FF0109
 FF0109.The horizontal coordinates were scaled from a topographic map and have
 FF0109.an estimated accuracy of +/- 6 seconds.
 FF0109
 FF0109.The orthometric height was determined by differential leveling
 FF0109.and adjusted by the National Geodetic Survey in June 1991..
 FF0109
 FF0109.The geoid height was determined by GEOID03.
 FF0109
 FF0109.The dynamic height is computed by dividing the NAVD 88
 FF0109.geopotential number by the normal gravity value computed on the
 FF0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0109.degrees latitude (g = 980.6199 gals.).
 FF0109
 FF0109.The modeled gravity was interpolated from observed gravity values.
 FF0109
 FF0109;                    North         East    Units  Estimated Accuracy
 FF0109;SPC AR N     -   129,480.      549,300.      MT  (+/- 180 meters Scaled)
 FF0109
 FF0109                          SUPERSEDED SURVEY CONTROL
 FF0109
 FF0109  NGVD 29 (??/??/??)   67.409  (m)          221.16   (f) ADJUSTED    1 2
 FF0109
 FF0109.Superseded values are not recommended for survey control.
 FF0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0109.See file dsdata.txt to determine how the superseded data were derived.
 FF0109
 FF0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV399305(NAD 83)
 FF0109_MARKER: DB = BENCH MARK DISK
 FF0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0109_STAMPING: 221.158 M 4 1928
 FF0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0109+STABILITY: SURFACE MOTION
 FF0109
 FF0109  HISTORY     - Date     Condition        Report By
 FF0109  HISTORY     - 1928     MONUMENTED       CGS
 FF0109  HISTORY     - 1956     GOOD             CGS
 FF0109  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0109  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0109
 FF0109                          STATION DESCRIPTION
 FF0109
 FF0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0109'AT TYRONZA.
 FF0109'AT TYRONZA, ABOUT 0.2 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN
 FF0109'FRANCISCO RAILWAY FROM THE STATION, ACROSS TRACK FROM A POINT
 FF0109'BETWEEN MILEAGE TELEPHONE POLES NO. 452/7 AND 452/8, 33 FEET
 FF0109'SOUTHWEST OF SOUTHWEST RAIL, 98 FEET NORTH OF NORTH CURB LINE OF
 FF0109'OLD U.S. HIGHWAY 63 LEADING WEST AND AT A CURVE IN OLD HIGHWAY
 FF0109'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 204 FEET
 FF0109'WEST-NORTHWEST OF CENTER OF CROSSING OF AN EAST-WEST STREET,
 FF0109'124 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF A BRICK BUILDING
 FF0109'OF THE ESSO STANDARD OIL COMPANY, 41 FEET SOUTHEAST OF A TELEPHONE
 FF0109'POLE, 86 1/2 FEET NORTHWEST OF A TELEPHONE POLE AND ABOUT 3
 FF0109'FEET NORTHEAST OF THE ROW OF POLES, 1 1/2 FEET SOUTHEAST OF A
 FF0109'WHITE WOODEN WITNESS POST, ABOUT 10 FEET BELOW LEVEL OF TRACK
 FF0109'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0109
 FF0109                          STATION RECOVERY (1974)
 FF0109
 FF0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0109'MARK NOT FOUND.
 FF0109
 FF0109                          STATION RECOVERY (1992)
 FF0109
 FF0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0109'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0597 ***********************************************************************
 GE0597  DESIGNATION -  M 40
 GE0597  PID         -  GE0597
 GE0597  STATE/COUNTY-  AR/FULTON
 GE0597  USGS QUAD   -  ASH FLAT (1980)
 GE0597
 GE0597                         *CURRENT SURVEY CONTROL
 GE0597  ___________________________________________________________________
 GE0597* NAD 83(1986)-  36 14 46.     (N)    091 36 50.     (W)     SCALED    
 GE0597* NAVD 88     -       208.385  (meters)     683.68   (feet)  ADJUSTED  
 GE0597  ___________________________________________________________________
 GE0597  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0597  DYNAMIC HT  -         208.210 (meters)     683.10  (feet)  COMP
 GE0597  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 GE0597
 GE0597  VERT ORDER  -  SECOND    CLASS 0
 GE0597
 GE0597.The horizontal coordinates were scaled from a topographic map and have
 GE0597.an estimated accuracy of +/- 6 seconds.
 GE0597
 GE0597.The orthometric height was determined by differential leveling
 GE0597.and adjusted by the National Geodetic Survey in June 1991..
 GE0597
 GE0597.The geoid height was determined by GEOID03.
 GE0597
 GE0597.The dynamic height is computed by dividing the NAVD 88
 GE0597.geopotential number by the normal gravity value computed on the
 GE0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0597.degrees latitude (g = 980.6199 gals.).
 GE0597
 GE0597.The modeled gravity was interpolated from observed gravity values.
 GE0597
 GE0597;                    North         East    Units  Estimated Accuracy
 GE0597;SPC AR N     -   212,280.      434,710.      MT  (+/- 180 meters Scaled)
 GE0597
 GE0597                          SUPERSEDED SURVEY CONTROL
 GE0597
 GE0597  NGVD 29 (??/??/92)  208.276  (m)          683.32   (f) ADJ UNCH    2 0
 GE0597
 GE0597.Superseded values are not recommended for survey control.
 GE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0597.See file dsdata.txt to determine how the superseded data were derived.
 GE0597
 GE0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA245121(NAD 83)
 GE0597_MARKER: DB = BENCH MARK DISK
 GE0597_SETTING: 0 = UNSPECIFIED SETTING
 GE0597_STAMPING: M 40 1934
 GE0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0597
 GE0597  HISTORY     - Date     Condition        Report By
 GE0597  HISTORY     - 1934     MONUMENTED       CGS
 GE0597  HISTORY     - 1970     MARK NOT FOUND   USGS
 GE0597  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0597
 GE0597                          STATION DESCRIPTION
 GE0597
 GE0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0597'2.9 MI NW FROM ASH FLAT.
 GE0597'IN FULTON COUNTY, 2.9 MILES NORTHWEST OF ASH FLAT, SHARP COUNTY.
 GE0597'THIS BENCH MARK MAY BE REACHED FROM THE HIGH SCHOOL BY GOING 0.9
 GE0597'MILE NORTHEAST ALONG STATE HIGHWAY 11, THENCE 2.0 MILES NORTHWEST
 GE0597'ALONG U.S. HIGHWAY 62.  IT IS 0.2 MILE EAST OF A CONCRETE
 GE0597'PIPE CULVERT UNDER THE HIGHWAY, AT THE TOP OF A KNOLL, 37.5 FEET
 GE0597'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTH OF
 GE0597'THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED M 40 1934.
 GE0597
 GE0597                          STATION RECOVERY (1970)
 GE0597
 GE0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GE0597'MARK NOT FOUND.
 GE0597
 GE0597                          STATION RECOVERY (2003)
 GE0597
 GE0597'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0300 ***********************************************************************
 GE0300  DESIGNATION -  M 41
 GE0300  PID         -  GE0300
 GE0300  STATE/COUNTY-  AR/RANDOLPH
 GE0300  USGS QUAD   -  POCAHONTAS (1981)
 GE0300
 GE0300                         *CURRENT SURVEY CONTROL
 GE0300  ___________________________________________________________________
 GE0300* NAD 83(1986)-  36 22 27.     (N)    090 55 15.     (W)     SCALED    
 GE0300* NAVD 88     -       117.960  (meters)     387.01   (feet)  ADJUSTED  
 GE0300  ___________________________________________________________________
 GE0300  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GE0300  DYNAMIC HT  -         117.865 (meters)     386.70  (feet)  COMP
 GE0300  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GE0300
 GE0300  VERT ORDER  -  SECOND    CLASS 0
 GE0300
 GE0300.The horizontal coordinates were scaled from a topographic map and have
 GE0300.an estimated accuracy of +/- 6 seconds.
 GE0300
 GE0300.The orthometric height was determined by differential leveling
 GE0300.and adjusted by the National Geodetic Survey in June 1991..
 GE0300
 GE0300.The geoid height was determined by GEOID03.
 GE0300
 GE0300.The dynamic height is computed by dividing the NAVD 88
 GE0300.geopotential number by the normal gravity value computed on the
 GE0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0300.degrees latitude (g = 980.6199 gals.).
 GE0300
 GE0300.The modeled gravity was interpolated from observed gravity values.
 GE0300
 GE0300;                    North         East    Units  Estimated Accuracy
 GE0300;SPC AR N     -   226,950.      496,840.      MT  (+/- 180 meters Scaled)
 GE0300
 GE0300                          SUPERSEDED SURVEY CONTROL
 GE0300
 GE0300  NGVD 29 (??/??/92)  117.890  (m)          386.78   (f) ADJ UNCH    2 0
 GE0300
 GE0300.Superseded values are not recommended for survey control.
 GE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0300.See file dsdata.txt to determine how the superseded data were derived.
 GE0300
 GE0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA865274(NAD 83)
 GE0300_MARKER: DB = BENCH MARK DISK
 GE0300_SETTING: 66 = SET IN ROCK OUTCROP
 GE0300_SP_SET: ROCK OUTCROP
 GE0300_STAMPING: M 41 1934
 GE0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0300+STABILITY: POSITION/ELEVATION WELL
 GE0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0300+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE0300
 GE0300  HISTORY     - Date     Condition        Report By
 GE0300  HISTORY     - 1934     MONUMENTED       CGS
 GE0300  HISTORY     - 20020913 GOOD             USACE
 GE0300
 GE0300                          STATION DESCRIPTION
 GE0300
 GE0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0300'3.6 MI S FROM MAYNARD.
 GE0300'3.6 MILES SOUTH ALONG STATE HIGHWAY 115 FROM THE POST OFFICE
 GE0300'AT MAYNARD, RANDOLPH COUNTY, AT THE SOUTH END OF A SMALL CUT,
 GE0300'ABOUT 135 FEET NORTH OF THE NORTH END OF THE WEST HEAD WALL OF
 GE0300'A 24-INCH BY 42-FOOT CONCRETE PIPE CULVERT 528+34, 30 FEET WEST
 GE0300'OF THE CENTERLINE OF THE HIGHWAY, 44 FEET EAST OF THE
 GE0300'PROPERTY-LINE FENCE, AND IN THE TOP OF A LIMESTONE OUTCROP, ABOUT
 GE0300'1.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 41
 GE0300'1934.
 GE0300
 GE0300                          STATION RECOVERY (2002)
 GE0300
 GE0300'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1556 ***********************************************************************
 FF1556  DESIGNATION -  M 42
 FF1556  PID         -  FF1556
 FF1556  STATE/COUNTY-  AR/INDEPENDENCE
 FF1556  USGS QUAD   -  CONCORD (1973)
 FF1556
 FF1556                         *CURRENT SURVEY CONTROL
 FF1556  ___________________________________________________________________
 FF1556* NAD 83(1986)-  35 41 58.     (N)    091 45 39.     (W)     SCALED    
 FF1556* NAVD 88     -       290.824  (meters)     954.15   (feet)  ADJUSTED  
 FF1556  ___________________________________________________________________
 FF1556  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF1556  DYNAMIC HT  -         290.567 (meters)     953.30  (feet)  COMP
 FF1556  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FF1556
 FF1556  VERT ORDER  -  SECOND    CLASS 0
 FF1556
 FF1556.The horizontal coordinates were scaled from a topographic map and have
 FF1556.an estimated accuracy of +/- 6 seconds.
 FF1556
 FF1556.The orthometric height was determined by differential leveling
 FF1556.and adjusted by the National Geodetic Survey in June 1991..
 FF1556
 FF1556.The geoid height was determined by GEOID03.
 FF1556
 FF1556.The dynamic height is computed by dividing the NAVD 88
 FF1556.geopotential number by the normal gravity value computed on the
 FF1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1556.degrees latitude (g = 980.6199 gals.).
 FF1556
 FF1556.The modeled gravity was interpolated from observed gravity values.
 FF1556
 FF1556;                    North         East    Units  Estimated Accuracy
 FF1556;SPC AR N     -   151,590.      421,640.      MT  (+/- 180 meters Scaled)
 FF1556
 FF1556                          SUPERSEDED SURVEY CONTROL
 FF1556
 FF1556  NGVD 29 (??/??/??)  290.750  (m)          953.90   (f) ADJUSTED    2 0
 FF1556
 FF1556.Superseded values are not recommended for survey control.
 FF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1556.See file dsdata.txt to determine how the superseded data were derived.
 FF1556
 FF1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV121513(NAD 83)
 FF1556_MARKER: DB = BENCH MARK DISK
 FF1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1556_STAMPING: M 42 1935 953.902
 FF1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1556+STABILITY: SURFACE MOTION
 FF1556
 FF1556  HISTORY     - Date     Condition        Report By
 FF1556  HISTORY     - 1935     MONUMENTED       CGS
 FF1556  HISTORY     - 1949     GOOD             CGS
 FF1556  HISTORY     - 1973     MARK NOT FOUND   NGS
 FF1556
 FF1556                          STATION DESCRIPTION
 FF1556
 FF1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF1556'2.4 MI SW FROM LOCUST GROVE.
 FF1556'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1556'AT LOCUST GROVE, INDEPENDENCE COUNTY, 170 FEET NORTHEAST OF THE
 FF1556'J.P. HART MAIL BOX, AT THE SUMMIT OF A HILL, AND ABOUT 40 FEET
 FF1556'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FF1556'M 42 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1556'NOTE--THE HIGHWAY HAS BEEN WIDENED AND THE BACKSLOPE CUT DOWN AT THE S
 FF1556
 FF1556                          STATION RECOVERY (1973)
 FF1556
 FF1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FF1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1131 ***********************************************************************
 FF1131  DESIGNATION -  M 43
 FF1131  PID         -  FF1131
 FF1131  STATE/COUNTY-  AR/INDEPENDENCE
 FF1131  USGS QUAD   -  NEWARK (1981)
 FF1131
 FF1131                         *CURRENT SURVEY CONTROL
 FF1131  ___________________________________________________________________
 FF1131* NAD 83(1986)-  35 41 44.     (N)    091 26 39.     (W)     SCALED    
 FF1131* NAVD 88     -        73.967  (meters)     242.67   (feet)  ADJUSTED  
 FF1131  ___________________________________________________________________
 FF1131  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF1131  DYNAMIC HT  -          73.904 (meters)     242.47  (feet)  COMP
 FF1131  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 FF1131
 FF1131  VERT ORDER  -  SECOND    CLASS 0
 FF1131
 FF1131.The horizontal coordinates were scaled from a topographic map and have
 FF1131.an estimated accuracy of +/- 6 seconds.
 FF1131
 FF1131.The orthometric height was determined by differential leveling
 FF1131.and adjusted by the National Geodetic Survey in June 1991..
 FF1131
 FF1131.The geoid height was determined by GEOID03.
 FF1131
 FF1131.The dynamic height is computed by dividing the NAVD 88
 FF1131.geopotential number by the normal gravity value computed on the
 FF1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1131.degrees latitude (g = 980.6199 gals.).
 FF1131
 FF1131.The modeled gravity was interpolated from observed gravity values.
 FF1131
 FF1131;                    North         East    Units  Estimated Accuracy
 FF1131;SPC AR N     -   151,270.      450,310.      MT  (+/- 180 meters Scaled)
 FF1131
 FF1131                          SUPERSEDED SURVEY CONTROL
 FF1131
 FF1131  NGVD 29 (??/??/??)   73.895  (m)          242.44   (f) ADJUSTED    2 0
 FF1131
 FF1131.Superseded values are not recommended for survey control.
 FF1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1131.See file dsdata.txt to determine how the superseded data were derived.
 FF1131
 FF1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV407512(NAD 83)
 FF1131_MARKER: DB = BENCH MARK DISK
 FF1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1131_STAMPING: M 43 1935
 FF1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1131+STABILITY: SURFACE MOTION
 FF1131
 FF1131  HISTORY     - Date     Condition        Report By
 FF1131  HISTORY     - 1935     MONUMENTED       CGS
 FF1131  HISTORY     - 1967     MARK NOT FOUND   USGS
 FF1131
 FF1131                          STATION DESCRIPTION
 FF1131
 FF1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1131'AT NEWARK.
 FF1131'AT NEWARK, INDEPENDENCE COUNTY, ABOUT 200 FEET EAST OF THE
 FF1131'SEMAPHORE AT THE MISSOURI PACIFIC RAILROAD STATION, 7 FEET WEST
 FF1131'OF THE NINTH POLE WEST OF MILEPOST 270, AT A ROAD CROSSING, 47
 FF1131'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 24 FEET NORTH OF
 FF1131'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED M 43
 FF1131'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1131
 FF1131                          STATION RECOVERY (1967)
 FF1131
 FF1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FF1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1458 ***********************************************************************
 EJ1458  DESIGNATION -  M 43
 EJ1458  PID         -  EJ1458
 EJ1458  STATE/COUNTY-  AR/POLK
 EJ1458  USGS QUAD   -  BIG FORK (1980)
 EJ1458
 EJ1458                         *CURRENT SURVEY CONTROL
 EJ1458  ___________________________________________________________________
 EJ1458* NAD 83(1986)-  34 26 01.     (N)    093 57 10.     (W)     SCALED    
 EJ1458* NAVD 88     -       418.317  (meters)    1372.43   (feet)  ADJUSTED  
 EJ1458  ___________________________________________________________________
 EJ1458  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 EJ1458  DYNAMIC HT  -         417.877 (meters)    1370.98  (feet)  COMP
 EJ1458  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 EJ1458
 EJ1458  VERT ORDER  -  SECOND    CLASS 0
 EJ1458
 EJ1458.The horizontal coordinates were scaled from a topographic map and have
 EJ1458.an estimated accuracy of +/- 6 seconds.
 EJ1458
 EJ1458.The orthometric height was determined by differential leveling
 EJ1458.and adjusted by the National Geodetic Survey in June 1991..
 EJ1458
 EJ1458.The geoid height was determined by GEOID03.
 EJ1458
 EJ1458.The dynamic height is computed by dividing the NAVD 88
 EJ1458.geopotential number by the normal gravity value computed on the
 EJ1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1458.degrees latitude (g = 980.6199 gals.).
 EJ1458
 EJ1458.The modeled gravity was interpolated from observed gravity values.
 EJ1458
 EJ1458;                    North         East    Units  Estimated Accuracy
 EJ1458;SPC AR S     -   597,690.      220,540.      MT  (+/- 180 meters Scaled)
 EJ1458
 EJ1458                          SUPERSEDED SURVEY CONTROL
 EJ1458
 EJ1458  NGVD 29 (??/??/92)  418.249  (m)         1372.21   (f) ADJ UNCH    2 0
 EJ1458
 EJ1458.Superseded values are not recommended for survey control.
 EJ1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1458.See file dsdata.txt to determine how the superseded data were derived.
 EJ1458
 EJ1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU124106(NAD 83)
 EJ1458_MARKER: DB = BENCH MARK DISK
 EJ1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1458_STAMPING: M-43 1934
 EJ1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1458+STABILITY: SURFACE MOTION
 EJ1458
 EJ1458  HISTORY     - Date     Condition        Report By
 EJ1458  HISTORY     - 1934     MONUMENTED       CGS
 EJ1458  HISTORY     - 1935     GOOD             NGS
 EJ1458  HISTORY     - 1961     GOOD             NGS
 EJ1458
 EJ1458                          STATION DESCRIPTION
 EJ1458
 EJ1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1458'10.2 MI E FROM SHADY.
 EJ1458'10.2 MILES EAST OF, ALONG THE MINE CREEK ROAD, FROM COSSATOT CREEK HWY
 EJ1458'BRIDGE.  ABOUT 3 MILES WEST OF CONCRETE BRIDGE OVER CROOKED CREEK AT
 EJ1458'INTERSECTION OF ROADS TO SLATINGTON TOWER, MINE CREEK AND ALBERT.
 EJ1458'ABOUT 1 MILE EAST OF TRAIL TO ATHENS.  120 FEET WEST OF A PIPE CULVERT
 EJ1458'1.5 FT. IN DIAMETER.  27.6 FEET NORTH OF ROAD CENTERLINE. TABLET SET
 EJ1458'IN PRECAST CONCRETE POST.  NOTE-- 45 FEET E OF A 10-INCH TRIANGLE
 EJ1458'BLAZED PINE TREE.
 EJ1458
 EJ1458                          STATION RECOVERY (1961)
 EJ1458
 EJ1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0492 ***********************************************************************
 GE0492  DESIGNATION -  M 44
 GE0492  PID         -  GE0492
 GE0492  STATE/COUNTY-  AR/LAWRENCE
 GE0492  USGS QUAD   -  EATON (1981)
 GE0492
 GE0492                         *CURRENT SURVEY CONTROL
 GE0492  ___________________________________________________________________
 GE0492* NAD 83(1986)-  36 02 34.     (N)    091 12 46.     (W)     SCALED    
 GE0492* NAVD 88     -        88.850  (meters)     291.50   (feet)  ADJUSTED  
 GE0492  ___________________________________________________________________
 GE0492  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GE0492  DYNAMIC HT  -          88.775 (meters)     291.26  (feet)  COMP
 GE0492  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 GE0492
 GE0492  VERT ORDER  -  SECOND    CLASS 0
 GE0492
 GE0492.The horizontal coordinates were scaled from a topographic map and have
 GE0492.an estimated accuracy of +/- 6 seconds.
 GE0492
 GE0492.The orthometric height was determined by differential leveling
 GE0492.and adjusted by the National Geodetic Survey in June 1991..
 GE0492
 GE0492.The geoid height was determined by GEOID03.
 GE0492
 GE0492.The dynamic height is computed by dividing the NAVD 88
 GE0492.geopotential number by the normal gravity value computed on the
 GE0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0492.degrees latitude (g = 980.6199 gals.).
 GE0492
 GE0492.The modeled gravity was interpolated from observed gravity values.
 GE0492
 GE0492;                    North         East    Units  Estimated Accuracy
 GE0492;SPC AR N     -   189,940.      470,940.      MT  (+/- 180 meters Scaled)
 GE0492
 GE0492                          SUPERSEDED SURVEY CONTROL
 GE0492
 GE0492  NGVD 29 (??/??/92)   88.760  (m)          291.21   (f) ADJ UNCH    2 0
 GE0492
 GE0492.Superseded values are not recommended for survey control.
 GE0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0492.See file dsdata.txt to determine how the superseded data were derived.
 GE0492
 GE0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV609901(NAD 83)
 GE0492_MARKER: DB = BENCH MARK DISK
 GE0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0492_STAMPING: M 44 1935 291.207
 GE0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0492+STABILITY: SURFACE MOTION
 GE0492
 GE0492  HISTORY     - Date     Condition        Report By
 GE0492  HISTORY     - 1935     MONUMENTED       CGS
 GE0492  HISTORY     - 1949     GOOD             NGS
 GE0492  HISTORY     - 1964     POOR             USGS
 GE0492
 GE0492                          STATION DESCRIPTION
 GE0492
 GE0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GE0492'AT EATON.
 GE0492'AT EATON, 135 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GE0492'POST OFFICE, 60 FEET NORTHWEST OF THE CENTERLINE OF STATE
 GE0492'HIGHWAY 25, AND 12 FEET EAST OF A 1-FOOT CEDAR TREE.  A STANDARD
 GE0492'DISK, STAMPED M 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GE0492'NOTE-- MARK IS LEANING.
 GE0492
 GE0492                          STATION RECOVERY (1964)
 GE0492
 GE0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GE0492'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1441 ***********************************************************************
 EJ1441  DESIGNATION -  M 44
 EJ1441  PID         -  EJ1441
 EJ1441  STATE/COUNTY-  AR/PIKE
 EJ1441  USGS QUAD   -  LANGLEY (1980)
 EJ1441
 EJ1441                         *CURRENT SURVEY CONTROL
 EJ1441  ___________________________________________________________________
 EJ1441* NAD 83(1986)-  34 20 55.     (N)    093 50 20.     (W)     SCALED    
 EJ1441* NAVD 88     -       257.421  (meters)     844.56   (feet)  ADJUSTED  
 EJ1441  ___________________________________________________________________
 EJ1441  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 EJ1441  DYNAMIC HT  -         257.156 (meters)     843.69  (feet)  COMP
 EJ1441  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 EJ1441
 EJ1441  VERT ORDER  -  SECOND    CLASS 0
 EJ1441
 EJ1441.The horizontal coordinates were scaled from a topographic map and have
 EJ1441.an estimated accuracy of +/- 6 seconds.
 EJ1441
 EJ1441.The orthometric height was determined by differential leveling
 EJ1441.and adjusted by the National Geodetic Survey in June 1991..
 EJ1441
 EJ1441.The geoid height was determined by GEOID03.
 EJ1441
 EJ1441.The dynamic height is computed by dividing the NAVD 88
 EJ1441.geopotential number by the normal gravity value computed on the
 EJ1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1441.degrees latitude (g = 980.6199 gals.).
 EJ1441
 EJ1441.The modeled gravity was interpolated from observed gravity values.
 EJ1441
 EJ1441;                    North         East    Units  Estimated Accuracy
 EJ1441;SPC AR S     -   588,070.      230,830.      MT  (+/- 180 meters Scaled)
 EJ1441
 EJ1441                          SUPERSEDED SURVEY CONTROL
 EJ1441
 EJ1441  NGVD 29 (??/??/92)  257.370  (m)          844.39   (f) ADJ UNCH    2 0
 EJ1441
 EJ1441.Superseded values are not recommended for survey control.
 EJ1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1441.See file dsdata.txt to determine how the superseded data were derived.
 EJ1441
 EJ1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU228011(NAD 83)
 EJ1441_MARKER: DD = SURVEY DISK
 EJ1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1441_STAMPING: M 44 1935
 EJ1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1441+STABILITY: SURFACE MOTION
 EJ1441
 EJ1441  HISTORY     - Date     Condition        Report By
 EJ1441  HISTORY     - 1934     MONUMENTED       CGS
 EJ1441  HISTORY     - 1963     GOOD             USGS
 EJ1441
 EJ1441                          STATION DESCRIPTION
 EJ1441
 EJ1441'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EJ1441'2.2 MI N FROM LANGLEY.
 EJ1441'LANGLEY, 2.2 MILES NORTH OF, ALONG LANGLEY-ALBERT ROAD, FROM LANGLEY
 EJ1441'SCHOOL.  IN CENTRAL PORTION OF SW 1/4 OF SE 1/4 SEC 36 T4S, R27W.  40
 EJ1441'FT NORTH OF INTERSECTION LANGLEY-ALBERT ROAD AND FANCY HILL ROAD. 150
 EJ1441'FT WEST OF BLEEKER CREEK.  3 MILES SE OF ALBERT.  16 FT WEST OF C/L
 EJ1441'LANGLEY-ALBERT ROAD.  IN CONCRETE POST.  STD C AND GS TABLET, STAMPED
 EJ1441'M 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1306 ***********************************************************************
 FG1306  DESIGNATION -  M 45
 FG1306  PID         -  FG1306
 FG1306  STATE/COUNTY-  AR/LOGAN
 FG1306  USGS QUAD   -  BOONEVILLE (1983)
 FG1306
 FG1306                         *CURRENT SURVEY CONTROL
 FG1306  ___________________________________________________________________
 FG1306* NAD 83(1986)-  35 10 43.     (N)    093 55 23.     (W)     SCALED    
 FG1306* NAVD 88     -       213.738  (meters)     701.24   (feet)  ADJUSTED  
 FG1306  ___________________________________________________________________
 FG1306  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FG1306  DYNAMIC HT  -         213.531 (meters)     700.56  (feet)  COMP
 FG1306  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 FG1306
 FG1306  VERT ORDER  -  SECOND    CLASS 0
 FG1306
 FG1306.The horizontal coordinates were scaled from a topographic map and have
 FG1306.an estimated accuracy of +/- 6 seconds.
 FG1306
 FG1306.The orthometric height was determined by differential leveling
 FG1306.and adjusted by the National Geodetic Survey in June 1991..
 FG1306
 FG1306.The geoid height was determined by GEOID03.
 FG1306
 FG1306.The dynamic height is computed by dividing the NAVD 88
 FG1306.geopotential number by the normal gravity value computed on the
 FG1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1306.degrees latitude (g = 980.6199 gals.).
 FG1306
 FG1306.The modeled gravity was interpolated from observed gravity values.
 FG1306
 FG1306;                    North         East    Units  Estimated Accuracy
 FG1306;SPC AR N     -    95,490.      224,850.      MT  (+/- 180 meters Scaled)
 FG1306
 FG1306                          SUPERSEDED SURVEY CONTROL
 FG1306
 FG1306  NGVD 29 (??/??/92)  213.665  (m)          701.00   (f) ADJ UNCH    2 0
 FG1306
 FG1306.Superseded values are not recommended for survey control.
 FG1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1306.See file dsdata.txt to determine how the superseded data were derived.
 FG1306
 FG1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU159932(NAD 83)
 FG1306_MARKER: DB = BENCH MARK DISK
 FG1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1306_STAMPING: M 45 1934
 FG1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1306+STABILITY: SURFACE MOTION
 FG1306
 FG1306  HISTORY     - Date     Condition        Report By
 FG1306  HISTORY     - 1934     MONUMENTED       CGS
 FG1306  HISTORY     - 1959     GOOD             NGS
 FG1306  HISTORY     - 1978     MARK NOT FOUND   USGS
 FG1306
 FG1306                          STATION DESCRIPTION
 FG1306
 FG1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1306'3.5 MI N FROM BOONEVILLE.
 FG1306'MARK WAS RECOVERED 3.1 MILES NORTH ALONG HIGHWAY 23 FROM THE CENTER OF
 FG1306'BOONEVILLE, ABOUT 40 FEET SOUTHEAST OF A FENCE RUNNING NORTHEAST AND
 FG1306'SOUTHWEST AND ABOUT 12 FEET NORTHEAST OF THE NORTHEAST RIGHT OF WAY
 FG1306'FENCE.
 FG1306
 FG1306                          STATION RECOVERY (1978)
 FG1306
 FG1306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FG1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1438 ***********************************************************************
 EJ1438  DESIGNATION -  M 45
 EJ1438  PID         -  EJ1438
 EJ1438  STATE/COUNTY-  AR/MONTGOMERY
 EJ1438  USGS QUAD   -  BIG FORK (1980)
 EJ1438
 EJ1438                         *CURRENT SURVEY CONTROL
 EJ1438  ___________________________________________________________________
 EJ1438* NAD 83(1986)-  34 24 08.     (N)    093 53 33.     (W)     SCALED    
 EJ1438* NAVD 88     -       314.433  (meters)    1031.60   (feet)  ADJUSTED  
 EJ1438  ___________________________________________________________________
 EJ1438  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 EJ1438  DYNAMIC HT  -         314.106 (meters)    1030.53  (feet)  COMP
 EJ1438  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 EJ1438
 EJ1438  VERT ORDER  -  SECOND    CLASS 0
 EJ1438
 EJ1438.The horizontal coordinates were scaled from a topographic map and have
 EJ1438.an estimated accuracy of +/- 6 seconds.
 EJ1438
 EJ1438.The orthometric height was determined by differential leveling
 EJ1438.and adjusted by the National Geodetic Survey in June 1991..
 EJ1438
 EJ1438.The geoid height was determined by GEOID03.
 EJ1438
 EJ1438.The dynamic height is computed by dividing the NAVD 88
 EJ1438.geopotential number by the normal gravity value computed on the
 EJ1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1438.degrees latitude (g = 980.6199 gals.).
 EJ1438
 EJ1438.The modeled gravity was interpolated from observed gravity values.
 EJ1438
 EJ1438;                    North         East    Units  Estimated Accuracy
 EJ1438;SPC AR S     -   594,110.      226,010.      MT  (+/- 180 meters Scaled)
 EJ1438
 EJ1438                          SUPERSEDED SURVEY CONTROL
 EJ1438
 EJ1438  NGVD 29 (??/??/92)  314.373  (m)         1031.41   (f) ADJ UNCH    2 0
 EJ1438
 EJ1438.Superseded values are not recommended for survey control.
 EJ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1438.See file dsdata.txt to determine how the superseded data were derived.
 EJ1438
 EJ1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU179071(NAD 83)
 EJ1438_MARKER: DB = BENCH MARK DISK
 EJ1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1438_STAMPING: M-45 1934
 EJ1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1438+STABILITY: SURFACE MOTION
 EJ1438
 EJ1438  HISTORY     - Date     Condition        Report By
 EJ1438  HISTORY     - 1934     MONUMENTED       CGS
 EJ1438  HISTORY     - 1935     GOOD             NGS
 EJ1438  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1438  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1438
 EJ1438                          STATION DESCRIPTION
 EJ1438
 EJ1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1438'6.4 MI SW FROM SLATINGTON.
 EJ1438'6.4 MILES SOUTHWEST OF, ALONG CROOKED CREEK RD., TO ALBERT, FROM J.L.
 EJ1438'COXS RESIDENCE.  7.2 MILES NORTH OF JUNCTION OF THE ALBERT ROAD AND
 EJ1438'THE BAKER SPRINGS ROAD TO LANGLEY, IN SW 1/4 OF NE 1/4 OF SEC. 16, T.4
 EJ1438'S., R.27 W.  30 FEET NORTH OF OLD ROAD TO CROOKED CREEK FROM ALBERT.
 EJ1438'20 FEET NORTH AND 15 FEET WEST OF A LARGE WHITE OAK TREE ON NORTH SIDE
 EJ1438'OF ROAD.  TREE IS BLAZED WITH ARROW POINTING TOWARD MONUMENT. SIMILAR
 EJ1438'MARKINGS ON LARGE WHITE OAK TREE ON SOUTH SIDE OF ROAD.
 EJ1438
 EJ1438                          STATION RECOVERY (1961)
 EJ1438
 EJ1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1438'MARK NOT FOUND.
 EJ1438
 EJ1438                          STATION RECOVERY (1978)
 EJ1438
 EJ1438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1283 ***********************************************************************
 FG1283  DESIGNATION -  M 46
 FG1283  PID         -  FG1283
 FG1283  STATE/COUNTY-  AR/YELL
 FG1283  USGS QUAD   -  MAGAZINE MOUNTAIN NE (1966)
 FG1283
 FG1283                         *CURRENT SURVEY CONTROL
 FG1283  ___________________________________________________________________
 FG1283* NAD 83(1986)-  35 07 32.     (N)    093 36 10.     (W)     SCALED    
 FG1283* NAVD 88     -       147.975  (meters)     485.48   (feet)  ADJUSTED  
 FG1283  ___________________________________________________________________
 FG1283  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FG1283  DYNAMIC HT  -         147.828 (meters)     485.00  (feet)  COMP
 FG1283  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 FG1283
 FG1283  VERT ORDER  -  SECOND    CLASS 0
 FG1283
 FG1283.The horizontal coordinates were scaled from a topographic map and have
 FG1283.an estimated accuracy of +/- 6 seconds.
 FG1283
 FG1283.The orthometric height was determined by differential leveling
 FG1283.and adjusted by the National Geodetic Survey in June 1991..
 FG1283
 FG1283.The geoid height was determined by GEOID03.
 FG1283
 FG1283.The dynamic height is computed by dividing the NAVD 88
 FG1283.geopotential number by the normal gravity value computed on the
 FG1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1283.degrees latitude (g = 980.6199 gals.).
 FG1283
 FG1283.The modeled gravity was interpolated from observed gravity values.
 FG1283
 FG1283;                    North         East    Units  Estimated Accuracy
 FG1283;SPC AR N     -    89,080.      253,920.      MT  (+/- 180 meters Scaled)
 FG1283
 FG1283                          SUPERSEDED SURVEY CONTROL
 FG1283
 FG1283  NGVD 29 (??/??/92)  147.916  (m)          485.29   (f) ADJ UNCH    2 0
 FG1283
 FG1283.Superseded values are not recommended for survey control.
 FG1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1283.See file dsdata.txt to determine how the superseded data were derived.
 FG1283
 FG1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU450871(NAD 83)
 FG1283_MARKER: DB = BENCH MARK DISK
 FG1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1283_SP_SET: ABUTMENT
 FG1283_STAMPING: M 46 1934 485.288
 FG1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1283
 FG1283  HISTORY     - Date     Condition        Report By
 FG1283  HISTORY     - 1934     MONUMENTED       CGS
 FG1283  HISTORY     - 1964     GOOD             NGS
 FG1283
 FG1283                          STATION DESCRIPTION
 FG1283
 FG1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FG1283'1.3 MI E FROM WAVELAND.
 FG1283'WAVELAND, POST OFFICE, 1.3 MILES EAST OF, ALONG C, RI AND P RR, 0.2
 FG1283'MILE WEST OF MP 233, 40 FEET SW OF RAOD CROSSING RR, 29 FEET WEST OF
 FG1283'WEST END OF WOOD ROAD CULVERT, EAST ABUTMENT RR BRIDGE 2342, 9 FEET
 FG1283'SOUTH OF CENTERLINE OF TRACK, 1.3 FEET NORTH OF SOUTH END OF TOP STONE
 FG1283'ABUTMENT, STANDARD NGS TABLET STAMPED M 46 1934 485.288.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1072 ***********************************************************************
 FG1072  DESIGNATION -  M 47
 FG1072  PID         -  FG1072
 FG1072  STATE/COUNTY-  AR/POPE
 FG1072  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1072
 FG1072                         *CURRENT SURVEY CONTROL
 FG1072  ___________________________________________________________________
 FG1072* NAD 83(1986)-  35 28 02.     (N)    093 08 14.     (W)     SCALED    
 FG1072* NAVD 88     -       217.986  (meters)     715.18   (feet)  ADJUSTED  
 FG1072  ___________________________________________________________________
 FG1072  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FG1072  DYNAMIC HT  -         217.782 (meters)     714.51  (feet)  COMP
 FG1072  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FG1072
 FG1072  VERT ORDER  -  SECOND    CLASS 0
 FG1072
 FG1072.The horizontal coordinates were scaled from a topographic map and have
 FG1072.an estimated accuracy of +/- 6 seconds.
 FG1072
 FG1072.The orthometric height was determined by differential leveling
 FG1072.and adjusted by the National Geodetic Survey in June 1991..
 FG1072
 FG1072.The geoid height was determined by GEOID03.
 FG1072
 FG1072.The dynamic height is computed by dividing the NAVD 88
 FG1072.geopotential number by the normal gravity value computed on the
 FG1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1072.degrees latitude (g = 980.6199 gals.).
 FG1072
 FG1072.The modeled gravity was interpolated from observed gravity values.
 FG1072
 FG1072;                    North         East    Units  Estimated Accuracy
 FG1072;SPC AR N     -   126,390.      296,790.      MT  (+/- 180 meters Scaled)
 FG1072
 FG1072                          SUPERSEDED SURVEY CONTROL
 FG1072
 FG1072  NGVD 29 (??/??/92)  217.937  (m)          715.01   (f) ADJ UNCH    2 0
 FG1072
 FG1072.Superseded values are not recommended for survey control.
 FG1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1072.See file dsdata.txt to determine how the superseded data were derived.
 FG1072
 FG1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV875248(NAD 83)
 FG1072_MARKER: DB = BENCH MARK DISK
 FG1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1072_STAMPING: M 47 1934
 FG1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1072+STABILITY: SURFACE MOTION
 FG1072
 FG1072  HISTORY     - Date     Condition        Report By
 FG1072  HISTORY     - 1934     MONUMENTED       CGS
 FG1072  HISTORY     - 1960     MARK NOT FOUND   USGS
 FG1072
 FG1072                          STATION DESCRIPTION
 FG1072
 FG1072'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FG1072'5.4 MI NW FROM DOVER.
 FG1072'5.4 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT
 FG1072'DOVER, IN THE CENTER OF THE EAST SIDE OF THE PLEASANT GROVE
 FG1072'SCHOOLYARD, 88.3 FEET EAST OF THE EAST SIDE AND CENTER LINE OF THE
 FG1072'EAST ENTRANCE OF THE SCHOOLHOUSE, 54.6 FEET SOUTH OF A WATER PUMP, AND
 FG1072'30.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP OF A
 FG1072'CONCRETE POST.  NOTE-- POST MAY BE BURIED UNDER PARKING LOT FOR SCHOOL
 FG1072'BUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0056 ***********************************************************************
 FG0056  DESIGNATION -  M 48
 FG0056  PID         -  FG0056
 FG0056  STATE/COUNTY-  AR/VAN BUREN
 FG0056  USGS QUAD   -  CLINTON (1981)
 FG0056
 FG0056                         *CURRENT SURVEY CONTROL
 FG0056  ___________________________________________________________________
 FG0056* NAD 83(1986)-  35 35 41.     (N)    092 27 42.     (W)     SCALED    
 FG0056* NAVD 88     -       162.376  (meters)     532.73   (feet)  ADJUSTED  
 FG0056  ___________________________________________________________________
 FG0056  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0056  DYNAMIC HT  -         162.229 (meters)     532.25  (feet)  COMP
 FG0056  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FG0056
 FG0056  VERT ORDER  -  SECOND    CLASS 0
 FG0056
 FG0056.The horizontal coordinates were scaled from a topographic map and have
 FG0056.an estimated accuracy of +/- 6 seconds.
 FG0056
 FG0056.The orthometric height was determined by differential leveling
 FG0056.and adjusted by the National Geodetic Survey in June 1991..
 FG0056
 FG0056.The geoid height was determined by GEOID03.
 FG0056
 FG0056.The dynamic height is computed by dividing the NAVD 88
 FG0056.geopotential number by the normal gravity value computed on the
 FG0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0056.degrees latitude (g = 980.6199 gals.).
 FG0056
 FG0056.The modeled gravity was interpolated from observed gravity values.
 FG0056
 FG0056;                    North         East    Units  Estimated Accuracy
 FG0056;SPC AR N     -   140,040.      358,170.      MT  (+/- 180 meters Scaled)
 FG0056
 FG0056                          SUPERSEDED SURVEY CONTROL
 FG0056
 FG0056  NGVD 29 (??/??/92)  162.301  (m)          532.48   (f) ADJ UNCH    2 0
 FG0056
 FG0056.Superseded values are not recommended for survey control.
 FG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0056.See file dsdata.txt to determine how the superseded data were derived.
 FG0056
 FG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV487391(NAD 83)
 FG0056_MARKER: DB = BENCH MARK DISK
 FG0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0056_STAMPING: M-48 1934
 FG0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0056+STABILITY: SURFACE MOTION
 FG0056
 FG0056  HISTORY     - Date     Condition        Report By
 FG0056  HISTORY     - 1934     MONUMENTED       CGS
 FG0056  HISTORY     - 1939     GOOD             NGS
 FG0056
 FG0056                          STATION DESCRIPTION
 FG0056
 FG0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0056'IN CLINTON.
 FG0056'ABOUT 190 FEET WEST OF THE CENTERLINE OF JUNCTION OF U. S. HIGHWAY NO.
 FG0056'65 AND STATE HIGHWAY NO. 95.  ABOUT 110 FEET SOUTHWEST OF CENTERLINE
 FG0056'OF U. S. HIGHWAY NO. 65.  64.9 FEET WEST OF SOUTHWEST CORNER OF BERT
 FG0056'BRADLEYS SERVICE STATION.  31.5 FEET NORTH OF CENTERLINE OF STATE
 FG0056'HIGHWAY NO. 95.  6.4 FEET NORTH OF SOUTHEAST FENCE CORNER. 1.6 FEET
 FG0056'EAST OF FENCE RUNNING NORTH AND SOUTH.  STANDARD DISK SET IN A PRECAST
 FG0056'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0326 ***********************************************************************
 FG0326  DESIGNATION -  M 49
 FG0326  PID         -  FG0326
 FG0326  STATE/COUNTY-  AR/CONWAY
 FG0326  USGS QUAD   -  MORRILTON EAST (1990)
 FG0326
 FG0326                         *CURRENT SURVEY CONTROL
 FG0326  ___________________________________________________________________
 FG0326* NAD 83(1986)-  35 09 09.     (N)    092 44 40.     (W)     SCALED    
 FG0326* NAVD 88     -       117.449  (meters)     385.33   (feet)  ADJUSTED  
 FG0326  ___________________________________________________________________
 FG0326  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FG0326  DYNAMIC HT  -         117.338 (meters)     384.97  (feet)  COMP
 FG0326  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 FG0326
 FG0326  VERT ORDER  -  FIRST     CLASS II
 FG0326
 FG0326.The horizontal coordinates were scaled from a topographic map and have
 FG0326.an estimated accuracy of +/- 6 seconds.
 FG0326
 FG0326.The orthometric height was determined by differential leveling
 FG0326.and adjusted by the National Geodetic Survey in June 1991..
 FG0326
 FG0326.The geoid height was determined by GEOID03.
 FG0326
 FG0326.The dynamic height is computed by dividing the NAVD 88
 FG0326.geopotential number by the normal gravity value computed on the
 FG0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0326.degrees latitude (g = 980.6199 gals.).
 FG0326
 FG0326.The modeled gravity was interpolated from observed gravity values.
 FG0326
 FG0326;                    North         East    Units  Estimated Accuracy
 FG0326;SPC AR N     -    91,140.      332,170.      MT  (+/- 180 meters Scaled)
 FG0326
 FG0326                          SUPERSEDED SURVEY CONTROL
 FG0326
 FG0326  NGVD 29 (??/??/92)  117.476  (m)          385.42   (f) ADJ UNCH    1 2
 FG0326
 FG0326.Superseded values are not recommended for survey control.
 FG0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0326.See file dsdata.txt to determine how the superseded data were derived.
 FG0326
 FG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU232899(NAD 83)
 FG0326_MARKER: DB = BENCH MARK DISK
 FG0326_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FG0326_STAMPING: M 49 1934
 FG0326_MARK LOGO: CGS   
 FG0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0326
 FG0326  HISTORY     - Date     Condition        Report By
 FG0326  HISTORY     - 1934     MONUMENTED       CGS
 FG0326  HISTORY     - 1967     GOOD             NGS
 FG0326  HISTORY     - 1984     GOOD             NGS
 FG0326  HISTORY     - 1984     GOOD             NGS
 FG0326  HISTORY     - 1987     GOOD             USPSQD
 FG0326  HISTORY     - 1987     GOOD             USPSQD
 FG0326  HISTORY     - 1988     GOOD             USPSQD
 FG0326  HISTORY     - 1989     GOOD             USPSQD
 FG0326  HISTORY     - 1989     GOOD             USPSQD
 FG0326  HISTORY     - 19970319 GOOD             USPSQD
 FG0326
 FG0326                          STATION DESCRIPTION
 FG0326
 FG0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0326'IN MORRILTON.
 FG0326'IT IS IN THE NORTH BRICK WALL OF THE MISSOURI PACIFIC RAILROAD STATION
 FG0326'IN MORRILTON, 23 FEET WEST OF THE WEST EDGE OF THE TICKET OFFICE, 21
 FG0326'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4 FEET ABOVE THE BRICK
 FG0326'WALK AND IS CEMENTED IN A DRILL HOLE.
 FG0326
 FG0326                          STATION RECOVERY (1984)
 FG0326
 FG0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0326'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 FG0326
 FG0326                          STATION RECOVERY (1984)
 FG0326
 FG0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0326'RECOVERED IN GOOD CONDITION.
 FG0326
 FG0326                          STATION RECOVERY (1987)
 FG0326
 FG0326'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG0326'RECOVERED IN GOOD CONDITION.
 FG0326
 FG0326                          STATION RECOVERY (1987)
 FG0326
 FG0326'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0326'RECOVERED IN GOOD CONDITION.
 FG0326
 FG0326                          STATION RECOVERY (1988)
 FG0326
 FG0326'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0326'RECOVERED IN GOOD CONDITION.
 FG0326
 FG0326                          STATION RECOVERY (1989)
 FG0326
 FG0326'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0326'RECOVERED IN GOOD CONDITION.
 FG0326
 FG0326                          STATION RECOVERY (1989)
 FG0326
 FG0326'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0326'RECOVERED IN GOOD CONDITION.
 FG0326
 FG0326                          STATION RECOVERY (1997)
 FG0326
 FG0326'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1350 ***********************************************************************
 EJ1350  DESIGNATION -  M 5
 EJ1350  PID         -  EJ1350
 EJ1350  STATE/COUNTY-  AR/PIKE
 EJ1350  USGS QUAD   -  NARROWS DAM (1969)
 EJ1350
 EJ1350                         *CURRENT SURVEY CONTROL
 EJ1350  ___________________________________________________________________
 EJ1350* NAD 83(1986)-  34 14 47.     (N)    093 41 39.     (W)     SCALED    
 EJ1350* NAVD 88     -       213.589  (meters)     700.75   (feet)  ADJUSTED  
 EJ1350  ___________________________________________________________________
 EJ1350  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EJ1350  DYNAMIC HT  -         213.371 (meters)     700.03  (feet)  COMP
 EJ1350  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 EJ1350
 EJ1350  VERT ORDER  -  SECOND    CLASS 0
 EJ1350
 EJ1350.The horizontal coordinates were scaled from a topographic map and have
 EJ1350.an estimated accuracy of +/- 6 seconds.
 EJ1350
 EJ1350.The orthometric height was determined by differential leveling
 EJ1350.and adjusted by the National Geodetic Survey in June 1991..
 EJ1350
 EJ1350.The geoid height was determined by GEOID03.
 EJ1350
 EJ1350.The dynamic height is computed by dividing the NAVD 88
 EJ1350.geopotential number by the normal gravity value computed on the
 EJ1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1350.degrees latitude (g = 980.6199 gals.).
 EJ1350
 EJ1350.The modeled gravity was interpolated from observed gravity values.
 EJ1350
 EJ1350;                    North         East    Units  Estimated Accuracy
 EJ1350;SPC AR S     -   576,500.      243,960.      MT  (+/- 180 meters Scaled)
 EJ1350
 EJ1350                          SUPERSEDED SURVEY CONTROL
 EJ1350
 EJ1350  NGVD 29 (??/??/92)  213.558  (m)          700.65   (f) ADJ UNCH    2 0
 EJ1350
 EJ1350.Superseded values are not recommended for survey control.
 EJ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1350.See file dsdata.txt to determine how the superseded data were derived.
 EJ1350
 EJ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT360896(NAD 83)
 EJ1350_MARKER: DB = BENCH MARK DISK
 EJ1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1350_STAMPING: M-5 1932
 EJ1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1350+STABILITY: SURFACE MOTION
 EJ1350
 EJ1350  HISTORY     - Date     Condition        Report By
 EJ1350  HISTORY     - 1932     MONUMENTED       CGS
 EJ1350  HISTORY     - 1934     GOOD             NGS
 EJ1350  HISTORY     - 1962     GOOD             NGS
 EJ1350
 EJ1350                          STATION DESCRIPTION
 EJ1350
 EJ1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1350'3.4 MI W FROM KIRBY.
 EJ1350'3.4 MILES WEST OF, ALONG U.S. HWY. 70, FROM POST OFFICE 123 FEET WEST
 EJ1350'OF CLAY CHIMNEY AT WEST END OF F.K.JACKSON FARM HOUSE.  114 FEET WEST
 EJ1350'OF CENTERLINE OF ROAD LEADING NORTH.  57 FEET NORTHWEST OF NORTHWEST
 EJ1350'CORNER OF SMALL LOG BARN.  36 FEET SOUTH OF CENTERLINE OF U.S. HWY.
 EJ1350'70.  10 FEET NORTH OF OAK TREE, 1 FT. IN DIAMETER AT BASE.  TABLET SET
 EJ1350'IN PRECAST CONCRETE POST.  NOTE-- MARK IS ABOUT 0.2 MI E. OF A WHITE
 EJ1350'CHURCH THAT IS ON THE NORTH SIDE OF THE HIGHWAY.
 EJ1350
 EJ1350                          STATION RECOVERY (1962)
 EJ1350
 EJ1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0253 ***********************************************************************
 FF0253  DESIGNATION -  M 5
 FF0253  PID         -  FF0253
 FF0253  STATE/COUNTY-  AR/CRITTENDEN
 FF0253  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0253
 FF0253                         *CURRENT SURVEY CONTROL
 FF0253  ___________________________________________________________________
 FF0253* NAD 83(1986)-  35 07 58.     (N)    090 10 27.     (W)     SCALED    
 FF0253* NAVD 88     -        65.710  (meters)     215.58   (feet)  ADJUSTED  
 FF0253  ___________________________________________________________________
 FF0253  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0253  DYNAMIC HT  -          65.650 (meters)     215.39  (feet)  COMP
 FF0253  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FF0253
 FF0253  VERT ORDER  -  FIRST     CLASS II
 FF0253
 FF0253.The horizontal coordinates were scaled from a topographic map and have
 FF0253.an estimated accuracy of +/- 6 seconds.
 FF0253
 FF0253.The orthometric height was determined by differential leveling
 FF0253.and adjusted by the National Geodetic Survey in June 1991..
 FF0253.WARNING-Repeat measurements at this control monument indicate possible
 FF0253.vertical movement.
 FF0253
 FF0253.The geoid height was determined by GEOID03.
 FF0253
 FF0253.The dynamic height is computed by dividing the NAVD 88
 FF0253.geopotential number by the normal gravity value computed on the
 FF0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0253.degrees latitude (g = 980.6199 gals.).
 FF0253
 FF0253.The modeled gravity was interpolated from observed gravity values.
 FF0253
 FF0253;                    North         East    Units  Estimated Accuracy
 FF0253;SPC AR N     -    90,230.      566,390.      MT  (+/- 180 meters Scaled)
 FF0253
 FF0253                          SUPERSEDED SURVEY CONTROL
 FF0253
 FF0253  NGVD 29 (??/??/??)   65.680  (m)          215.49   (f) ADJUSTED    1 2
 FF0253
 FF0253.Superseded values are not recommended for survey control.
 FF0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0253.See file dsdata.txt to determine how the superseded data were derived.
 FF0253
 FF0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU574914(NAD 83)
 FF0253_MARKER: DB = BENCH MARK DISK
 FF0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0253_STAMPING: M 5 1928
 FF0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0253+STABILITY: SURFACE MOTION
 FF0253
 FF0253  HISTORY     - Date     Condition        Report By
 FF0253  HISTORY     - 1928     MONUMENTED       CGS
 FF0253  HISTORY     - 1956     GOOD             CGS
 FF0253  HISTORY     - 1957     GOOD             CGS
 FF0253  HISTORY     - 20030129 MARK NOT FOUND   USACE
 FF0253
 FF0253                          STATION DESCRIPTION
 FF0253
 FF0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0253'1.2 MI E FROM HULBERT.
 FF0253'1.15 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0253'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, AT
 FF0253'CROSSING OF SOUTH 8TH STREET, ABOUT 84 YARDS WEST-SOUTHWEST OF
 FF0253'STATION SIGN WIMEF, 24 1/2 FEET SOUTH-SOUTHEAST OF NEAR RAIL
 FF0253'OF THE C.R.I AND P. RR, 89 1/2 FEET NORTHWEST OF NORTHWEST RAIL
 FF0253'OF MISSOURI PACIFIC RAILROAD, 60 FEET EAST OF CENTER OF CROSSING
 FF0253'OF SOUTH 8TH STREET AND THE C.R.I. AND P. RR, 66 1/2 FEET
 FF0253'SOUTH-SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO. 489,
 FF0253'85 FEET SOUTHEAST AND ACROSS TRACK FROM BM K 178, 184 FEET
 FF0253'WEST-NORTHWEST AND ACROSS THE M.P R.R. FROM BENCH MARK L 178,
 FF0253'1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 FF0253'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0253'PROJECTING 6 INCHES.  THE POST HAS APPARENTLY BEEN HIT AND
 FF0253'PUSHED OVER.  THE MARK LEANS TO THE EAST-NORTHEAST.  POST IS
 FF0253'SOLID AND WILL PROBABLY HOLD ITS PRESENT ELEVATION.  ROD HELD ON
 FF0253'8 OF THE STAMPING 1928.
 FF0253
 FF0253                          STATION RECOVERY (1957)
 FF0253
 FF0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0253'RECOVERED IN GOOD CONDITION.
 FF0253
 FF0253                          STATION RECOVERY (2003)
 FF0253
 FF0253'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0066 ***********************************************************************
 FH0066  DESIGNATION -  M 50
 FH0066  PID         -  FH0066
 FH0066  STATE/COUNTY-  AR/WASHINGTON
 FH0066  USGS QUAD   -  PRAIRIE GROVE (1982)
 FH0066
 FH0066                         *CURRENT SURVEY CONTROL
 FH0066  ___________________________________________________________________
 FH0066* NAD 83(1986)-  35 58 30.     (N)    094 18 54.     (W)     SCALED    
 FH0066* NAVD 88     -       355.302  (meters)    1165.69   (feet)  ADJUSTED  
 FH0066  ___________________________________________________________________
 FH0066  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FH0066  DYNAMIC HT  -         354.982 (meters)    1164.64  (feet)  COMP
 FH0066  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FH0066
 FH0066  VERT ORDER  -  SECOND    CLASS 0
 FH0066
 FH0066.The horizontal coordinates were scaled from a topographic map and have
 FH0066.an estimated accuracy of +/- 6 seconds.
 FH0066
 FH0066.The orthometric height was determined by differential leveling
 FH0066.and adjusted by the National Geodetic Survey in June 1991..
 FH0066
 FH0066.The geoid height was determined by GEOID03.
 FH0066
 FH0066.The dynamic height is computed by dividing the NAVD 88
 FH0066.geopotential number by the normal gravity value computed on the
 FH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0066.degrees latitude (g = 980.6199 gals.).
 FH0066
 FH0066.The modeled gravity was interpolated from observed gravity values.
 FH0066
 FH0066;                    North         East    Units  Estimated Accuracy
 FH0066;SPC AR N     -   184,590.      191,230.      MT  (+/- 180 meters Scaled)
 FH0066
 FH0066                          SUPERSEDED SURVEY CONTROL
 FH0066
 FH0066  NGVD 29 (??/??/92)  355.141  (m)         1165.16   (f) ADJ UNCH    2 0
 FH0066
 FH0066.Superseded values are not recommended for survey control.
 FH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0066.See file dsdata.txt to determine how the superseded data were derived.
 FH0066
 FH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV814819(NAD 83)
 FH0066_MARKER: DB = BENCH MARK DISK
 FH0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0066_SP_SET: CONCRETE FOOTING
 FH0066_STAMPING: M 50 1934
 FH0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0066
 FH0066  HISTORY     - Date     Condition        Report By
 FH0066  HISTORY     - 1934     MONUMENTED       CGS
 FH0066  HISTORY     - 1961     GOOD             NGS
 FH0066  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FH0066
 FH0066                          STATION DESCRIPTION
 FH0066
 FH0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FH0066'AT PRAIRIE GROVE.
 FH0066'AT PRAIRIER GROVE, AT THE CITY WATER TOWER, IN THE TOP OF THE
 FH0066'SOUTHWEST CONCRETE FOOTING, AND 0.6 FOOT NORTH OF THE SOUTHWEST
 FH0066'CORNER OF THE CONCRETE FOOTING.  A STANDARD DISK, STAMPED M
 FH0066'50 1934.
 FH0066
 FH0066                          STATION RECOVERY (1987)
 FH0066
 FH0066'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0479 ***********************************************************************
 GF0479  DESIGNATION -  M 51
 GF0479  PID         -  GF0479
 GF0479  STATE/COUNTY-  AR/MADISON
 GF0479  USGS QUAD   -  HUNTSVILLE (1973)
 GF0479
 GF0479                         *CURRENT SURVEY CONTROL
 GF0479  ___________________________________________________________________
 GF0479* NAD 83(1986)-  36 05 16.     (N)    093 43 54.     (W)     SCALED    
 GF0479* NAVD 88     -       424.125  (meters)    1391.48   (feet)  ADJUSTED  
 GF0479  ___________________________________________________________________
 GF0479  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GF0479  DYNAMIC HT  -         423.737 (meters)    1390.21  (feet)  COMP
 GF0479  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 GF0479
 GF0479  VERT ORDER  -  SECOND    CLASS 0
 GF0479
 GF0479.The horizontal coordinates were scaled from a topographic map and have
 GF0479.an estimated accuracy of +/- 6 seconds.
 GF0479
 GF0479.The orthometric height was determined by differential leveling
 GF0479.and adjusted by the National Geodetic Survey in June 1991..
 GF0479
 GF0479.The geoid height was determined by GEOID03.
 GF0479
 GF0479.The dynamic height is computed by dividing the NAVD 88
 GF0479.geopotential number by the normal gravity value computed on the
 GF0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0479.degrees latitude (g = 980.6199 gals.).
 GF0479
 GF0479.The modeled gravity was interpolated from observed gravity values.
 GF0479
 GF0479;                    North         East    Units  Estimated Accuracy
 GF0479;SPC AR N     -   196,020.      244,050.      MT  (+/- 180 meters Scaled)
 GF0479
 GF0479                          SUPERSEDED SURVEY CONTROL
 GF0479
 GF0479  NGVD 29 (??/??/92)  423.991  (m)         1391.04   (f) ADJ UNCH    2 0
 GF0479
 GF0479.Superseded values are not recommended for survey control.
 GF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0479.See file dsdata.txt to determine how the superseded data were derived.
 GF0479
 GF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV341939(NAD 83)
 GF0479_MARKER: DB = BENCH MARK DISK
 GF0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0479_SP_SET: WALL
 GF0479_STAMPING: M 51 1934
 GF0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0479
 GF0479  HISTORY     - Date     Condition        Report By
 GF0479  HISTORY     - 1934     MONUMENTED       CGS
 GF0479  HISTORY     - 1935     GOOD             NGS
 GF0479  HISTORY     - 1987     GOOD             USPSQD
 GF0479  HISTORY     - 1988     GOOD             USPSQD
 GF0479
 GF0479                          STATION DESCRIPTION
 GF0479
 GF0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0479'AT HUNTSVILLE.
 GF0479'AT HUNTSVILLE, MADISON COUNTY, ON STATE HIGHWAY 23, AT THE
 GF0479'MUNICIPAL LIGHT PLANT, IN THE EAST STONE WALL, 2.1 FEET NORTH
 GF0479'OF THE SOUTHEAST CORNER, 36 FEET NORTH OF THE CENTERLINE OF THE
 GF0479'HIGHWAY, AND 3.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 GF0479'M 51 1934 AND SET VERTICALLY.
 GF0479
 GF0479                          STATION RECOVERY (1987)
 GF0479
 GF0479'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0479'RECOVERED IN GOOD CONDITION.
 GF0479
 GF0479                          STATION RECOVERY (1988)
 GF0479
 GF0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1418 ***********************************************************************
 EJ1418  DESIGNATION -  M 51
 EJ1418  PID         -  EJ1418
 EJ1418  STATE/COUNTY-  AR/PIKE
 EJ1418  USGS QUAD   -  LODI (1979)
 EJ1418
 EJ1418                         *CURRENT SURVEY CONTROL
 EJ1418  ___________________________________________________________________
 EJ1418* NAD 83(1986)-  34 18 43.     (N)    093 43 51.     (W)     SCALED    
 EJ1418* NAVD 88     -       232.021  (meters)     761.22   (feet)  ADJUSTED  
 EJ1418  ___________________________________________________________________
 EJ1418  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EJ1418  DYNAMIC HT  -         231.783 (meters)     760.44  (feet)  COMP
 EJ1418  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 EJ1418
 EJ1418  VERT ORDER  -  SECOND    CLASS 0
 EJ1418
 EJ1418.The horizontal coordinates were scaled from a topographic map and have
 EJ1418.an estimated accuracy of +/- 6 seconds.
 EJ1418
 EJ1418.The orthometric height was determined by differential leveling
 EJ1418.and adjusted by the National Geodetic Survey in June 1991..
 EJ1418
 EJ1418.The geoid height was determined by GEOID03.
 EJ1418
 EJ1418.The dynamic height is computed by dividing the NAVD 88
 EJ1418.geopotential number by the normal gravity value computed on the
 EJ1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1418.degrees latitude (g = 980.6199 gals.).
 EJ1418
 EJ1418.The modeled gravity was interpolated from observed gravity values.
 EJ1418
 EJ1418;                    North         East    Units  Estimated Accuracy
 EJ1418;SPC AR S     -   583,830.      240,700.      MT  (+/- 180 meters Scaled)
 EJ1418
 EJ1418                          SUPERSEDED SURVEY CONTROL
 EJ1418
 EJ1418  NGVD 29 (??/??/92)  231.985  (m)          761.10   (f) ADJ UNCH    2 0
 EJ1418
 EJ1418.Superseded values are not recommended for survey control.
 EJ1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1418.See file dsdata.txt to determine how the superseded data were derived.
 EJ1418
 EJ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT327969(NAD 83)
 EJ1418_MARKER: DB = BENCH MARK DISK
 EJ1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1418_STAMPING: M-51 1934
 EJ1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1418+STABILITY: SURFACE MOTION
 EJ1418
 EJ1418  HISTORY     - Date     Condition        Report By
 EJ1418  HISTORY     - 1934     MONUMENTED       CGS
 EJ1418  HISTORY     - 1935     GOOD             NGS
 EJ1418  HISTORY     - 1966     MARK NOT FOUND   NGS
 EJ1418  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ1418  HISTORY     - 19840627 MARK NOT FOUND   USGS
 EJ1418
 EJ1418                          STATION DESCRIPTION
 EJ1418
 EJ1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1418'6.7 MI W FROM SALEM CROSSING.
 EJ1418'6.7 MILES WEST OF, ALONG BAKER SPRINGS ROAD, FROM SUMMERALL SERVICE
 EJ1418'STATION.  IN THE SOUTH CENTRAL PORTION OF NE 1/4, SEC. 13, T. 5 S., R.
 EJ1418'26 W.  IN LAND BELONGING TO CHARLES JONES.  105 FEET EAST AND 38 FEET
 EJ1418'SOUTH OF THE CENTER OF CROSSING OF ROAD BY A STREAM KNOWN AS DRY
 EJ1418'BRANCH.  30 FEET SOUTH OF CENTERLINE OF THE ROAD AND 24 FT. NORTH AND
 EJ1418'12 FEET EAST OF THE NORTHEAST CORNER OF FARM HOUSE OF MRS. JONES.  A
 EJ1418'CONCRETE POST.
 EJ1418
 EJ1418                          STATION RECOVERY (1966)
 EJ1418
 EJ1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EJ1418'MARK NOT FOUND.
 EJ1418
 EJ1418                          STATION RECOVERY (1976)
 EJ1418
 EJ1418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EJ1418'MARK NOT FOUND.
 EJ1418
 EJ1418                          STATION RECOVERY (1984)
 EJ1418
 EJ1418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JLD)
 EJ1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1329 ***********************************************************************
 EJ1329  DESIGNATION -  M 53
 EJ1329  PID         -  EJ1329
 EJ1329  STATE/COUNTY-  AR/PIKE
 EJ1329  USGS QUAD   -  NARROWS DAM (1969)
 EJ1329
 EJ1329                         *CURRENT SURVEY CONTROL
 EJ1329  ___________________________________________________________________
 EJ1329* NAD 83(1986)-  34 10 13.     (N)    093 37 45.     (W)     SCALED    
 EJ1329* NAVD 88     -       230.469  (meters)     756.13   (feet)  ADJUSTED  
 EJ1329  ___________________________________________________________________
 EJ1329  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EJ1329  DYNAMIC HT  -         230.232 (meters)     755.35  (feet)  COMP
 EJ1329  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 EJ1329
 EJ1329  VERT ORDER  -  SECOND    CLASS 0
 EJ1329
 EJ1329.The horizontal coordinates were scaled from a topographic map and have
 EJ1329.an estimated accuracy of +/- 6 seconds.
 EJ1329
 EJ1329.The orthometric height was determined by differential leveling
 EJ1329.and adjusted by the National Geodetic Survey in June 1991..
 EJ1329
 EJ1329.The geoid height was determined by GEOID03.
 EJ1329
 EJ1329.The dynamic height is computed by dividing the NAVD 88
 EJ1329.geopotential number by the normal gravity value computed on the
 EJ1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1329.degrees latitude (g = 980.6199 gals.).
 EJ1329
 EJ1329.The modeled gravity was interpolated from observed gravity values.
 EJ1329
 EJ1329;                    North         East    Units  Estimated Accuracy
 EJ1329;SPC AR S     -   567,960.      249,810.      MT  (+/- 180 meters Scaled)
 EJ1329
 EJ1329                          SUPERSEDED SURVEY CONTROL
 EJ1329
 EJ1329  NGVD 29 (??/??/92)  230.447  (m)          756.06   (f) ADJ UNCH    2 0
 EJ1329
 EJ1329.Superseded values are not recommended for survey control.
 EJ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1329.See file dsdata.txt to determine how the superseded data were derived.
 EJ1329
 EJ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT420812(NAD 83)
 EJ1329_MARKER: DD = SURVEY DISK
 EJ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1329_STAMPING: M 53 1934
 EJ1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1329+STABILITY: SURFACE MOTION
 EJ1329
 EJ1329  HISTORY     - Date     Condition        Report By
 EJ1329  HISTORY     - 1934     MONUMENTED       ARGS
 EJ1329  HISTORY     - 1962     GOOD             NGS
 EJ1329
 EJ1329                          STATION DESCRIPTION
 EJ1329
 EJ1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1329'6 MI S FROM KIRBY.
 EJ1329'6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT KIRBY, PIKE
 EJ1329'COUNTY, 300 FEET NORTHWEST OF A TIN-ROOFED FARMHOUSE EAST OF THE
 EJ1329'HIGHWAY, 100 FEET SOUTHWEST OF THE SUMMIT OF A HILL, 45 FEET NORTH OF
 EJ1329'THE CENTERLINE OF THE YOUNT TRAIL, 72 FEET WEST OF THE CENTERLINE OF
 EJ1329'THE HIGHWAY, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY
 EJ1329'STANDARD DISK, STAMPED M 53 1934 AND SET IN THE TOP OF A CONCRETE
 EJ1329'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1333 ***********************************************************************
 EJ1333  DESIGNATION -  M 54
 EJ1333  PID         -  EJ1333
 EJ1333  STATE/COUNTY-  AR/PIKE
 EJ1333  USGS QUAD   -  NARROWS DAM (1969)
 EJ1333
 EJ1333                         *CURRENT SURVEY CONTROL
 EJ1333  ___________________________________________________________________
 EJ1333* NAD 83(1986)-  34 12 36.     (N)    093 38 35.     (W)     SCALED    
 EJ1333* NAVD 88     -       192.238  (meters)     630.70   (feet)  ADJUSTED  
 EJ1333  ___________________________________________________________________
 EJ1333  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EJ1333  DYNAMIC HT  -         192.042 (meters)     630.06  (feet)  COMP
 EJ1333  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 EJ1333
 EJ1333  VERT ORDER  -  SECOND    CLASS 0
 EJ1333
 EJ1333.The horizontal coordinates were scaled from a topographic map and have
 EJ1333.an estimated accuracy of +/- 6 seconds.
 EJ1333
 EJ1333.The orthometric height was determined by differential leveling
 EJ1333.and adjusted by the National Geodetic Survey in June 1991..
 EJ1333
 EJ1333.The geoid height was determined by GEOID03.
 EJ1333
 EJ1333.The dynamic height is computed by dividing the NAVD 88
 EJ1333.geopotential number by the normal gravity value computed on the
 EJ1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1333.degrees latitude (g = 980.6199 gals.).
 EJ1333
 EJ1333.The modeled gravity was interpolated from observed gravity values.
 EJ1333
 EJ1333;                    North         East    Units  Estimated Accuracy
 EJ1333;SPC AR S     -   572,390.      248,600.      MT  (+/- 180 meters Scaled)
 EJ1333
 EJ1333                          SUPERSEDED SURVEY CONTROL
 EJ1333
 EJ1333  NGVD 29 (??/??/92)  192.21   (m)          630.6    (f) COMPUTED    2 0
 EJ1333
 EJ1333.Superseded values are not recommended for survey control.
 EJ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1333.See file dsdata.txt to determine how the superseded data were derived.
 EJ1333
 EJ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT407856(NAD 83)
 EJ1333_MARKER: DD = SURVEY DISK
 EJ1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1333_STAMPING: M 54 1934
 EJ1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1333+STABILITY: SURFACE MOTION
 EJ1333
 EJ1333  HISTORY     - Date     Condition        Report By
 EJ1333  HISTORY     - 1934     MONUMENTED       ARGS
 EJ1333  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1333
 EJ1333                          STATION DESCRIPTION
 EJ1333
 EJ1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1333'3.1 MI S FROM KIRBY.
 EJ1333'3.1 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT KIRBY, PIKE
 EJ1333'COUNTY, ON THE NORTH SLOPE OF A RIDGE LEADING SOUTHWEST, NEAR THE
 EJ1333'CENTER OF A LONG S-CURVE, 48 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 EJ1333'CONCRETE CULVERT, 75 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 EJ1333'39 FEET SOUTHEAST OF A 1-FOOT PINE TREE SUPPORTING A TELEPHONE WIRE,
 EJ1333'18 FEET SOUTHWEST OF A BLAZED 1.2-FOOT OAK TREE, AND 8 FEET HIGHER
 EJ1333'THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED M 54 1934 AND
 EJ1333'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1696 ***********************************************************************
 EH1696  DESIGNATION -  M 54
 EH1696  PID         -  EH1696
 EH1696  STATE/COUNTY-  AR/ARKANSAS
 EH1696  USGS QUAD   -  HUMPHREY (1967)
 EH1696
 EH1696                         *CURRENT SURVEY CONTROL
 EH1696  ___________________________________________________________________
 EH1696* NAD 83(1986)-  34 26 05.     (N)    091 38 56.     (W)     SCALED    
 EH1696* NAVD 88     -        58.674  (meters)     192.50   (feet)  ADJUSTED  
 EH1696  ___________________________________________________________________
 EH1696  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EH1696  DYNAMIC HT  -          58.618 (meters)     192.32  (feet)  COMP
 EH1696  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EH1696
 EH1696  VERT ORDER  -  SECOND    CLASS 0
 EH1696
 EH1696.The horizontal coordinates were scaled from a topographic map and have
 EH1696.an estimated accuracy of +/- 6 seconds.
 EH1696
 EH1696.The orthometric height was determined by differential leveling
 EH1696.and adjusted by the National Geodetic Survey in June 1991..
 EH1696
 EH1696.The geoid height was determined by GEOID03.
 EH1696
 EH1696.The dynamic height is computed by dividing the NAVD 88
 EH1696.geopotential number by the normal gravity value computed on the
 EH1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1696.degrees latitude (g = 980.6199 gals.).
 EH1696
 EH1696.The modeled gravity was interpolated from observed gravity values.
 EH1696
 EH1696;                    North         East    Units  Estimated Accuracy
 EH1696;SPC AR S     -   596,160.      432,270.      MT  (+/- 180 meters Scaled)
 EH1696
 EH1696                          SUPERSEDED SURVEY CONTROL
 EH1696
 EH1696  NGVD 29 (??/??/??)   58.697  (m)          192.58   (f) ADJUSTED    2 0
 EH1696
 EH1696.Superseded values are not recommended for survey control.
 EH1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1696.See file dsdata.txt to determine how the superseded data were derived.
 EH1696
 EH1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU241111(NAD 83)
 EH1696_MARKER: DB = BENCH MARK DISK
 EH1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1696_STAMPING: M-54 1934
 EH1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1696+STABILITY: SURFACE MOTION
 EH1696
 EH1696  HISTORY     - Date     Condition        Report By
 EH1696  HISTORY     - 1934     MONUMENTED       CGS
 EH1696  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1696
 EH1696                          STATION DESCRIPTION
 EH1696
 EH1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1696'3.5 MI NE FROM HUMPHREY.
 EH1696'3.5 MILES NORTHEAST OF, ALONG S.L.S, RY. FROM STATION.  ABOUT 100 FEET
 EH1696'WEST OF M.P. 241.  49 FEET NORTHWEST OF CENTERLINE OF ST. LOUIS
 EH1696'SOUTHWESTERN RY.  33 FEET NORTHEAST OF CENTERLINE OF DIRT ROAD
 EH1696'CROSSING. 3.4 FEET NORTHEAST OF WEST CORNER OF R/W FENCE. TABLET SET
 EH1696'IN PRECAST CONCRETE POST.
 EH1696
 EH1696                          STATION RECOVERY (2003)
 EH1696
 EH1696'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1240 ***********************************************************************
 EH1240  DESIGNATION -  M 55
 EH1240  PID         -  EH1240
 EH1240  STATE/COUNTY-  AR/MONROE
 EH1240  USGS QUAD   -  KEEVIL (1971)
 EH1240
 EH1240                         *CURRENT SURVEY CONTROL
 EH1240  ___________________________________________________________________
 EH1240* NAD 83(1986)-  34 51 05.     (N)    091 13 37.     (W)     SCALED    
 EH1240* NAVD 88     -        57.700  (meters)     189.30   (feet)  ADJUSTED  
 EH1240  ___________________________________________________________________
 EH1240  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1240  DYNAMIC HT  -          57.647 (meters)     189.13  (feet)  COMP
 EH1240  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 EH1240
 EH1240  VERT ORDER  -  FIRST     CLASS II
 EH1240
 EH1240.The horizontal coordinates were scaled from a topographic map and have
 EH1240.an estimated accuracy of +/- 6 seconds.
 EH1240
 EH1240.The orthometric height was determined by differential leveling
 EH1240.and adjusted by the National Geodetic Survey in June 1991..
 EH1240
 EH1240.The geoid height was determined by GEOID03.
 EH1240
 EH1240.The dynamic height is computed by dividing the NAVD 88
 EH1240.geopotential number by the normal gravity value computed on the
 EH1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1240.degrees latitude (g = 980.6199 gals.).
 EH1240
 EH1240.The modeled gravity was interpolated from observed gravity values.
 EH1240
 EH1240;                    North         East    Units  Estimated Accuracy
 EH1240;SPC AR S     -   642,590.      470,700.      MT  (+/- 180 meters Scaled)
 EH1240
 EH1240                          SUPERSEDED SURVEY CONTROL
 EH1240
 EH1240  NGVD 29 (??/??/??)   57.706  (m)          189.32   (f) ADJUSTED    1 2
 EH1240
 EH1240.Superseded values are not recommended for survey control.
 EH1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1240.See file dsdata.txt to determine how the superseded data were derived.
 EH1240
 EH1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU620579(NAD 83)
 EH1240_MARKER: DB = BENCH MARK DISK
 EH1240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1240_SP_SET: BRIDGE
 EH1240_STAMPING: M 55 1935
 EH1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1240+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 EH1240
 EH1240  HISTORY     - Date     Condition        Report By
 EH1240  HISTORY     - 1935     MONUMENTED       CGS
 EH1240  HISTORY     - 1955     GOOD             CGS
 EH1240  HISTORY     - 20030424 GOOD             USACE
 EH1240
 EH1240                          STATION DESCRIPTION
 EH1240
 EH1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1240'3.3 MI SW FROM BRINKLEY.
 EH1240'ABOUT 3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION
 EH1240'OF MAIN AND CYPRESS STREETS AT BRINKLEY, IN THE TOP AND 2.3 FEET
 EH1240'NORTHEAST OF SOUTHWEST END OF THE SOUTHEAST CONCRETE RAIL FOOTING OF
 EH1240'65-FOOT HIGHWAY BRIDGE OVER BURNT CREEK, 12 FEET SOUTHEAST OF CENTER
 EH1240'LINE OF HIGHWAY AND ABOUT 4 INCHES ABOVE BRIDGE FLOOR.
 EH1240
 EH1240                          STATION RECOVERY (2003)
 EH1240
 EH1240'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0836 ***********************************************************************
 EH0836  DESIGNATION -  M 56
 EH0836  PID         -  EH0836
 EH0836  STATE/COUNTY-  AR/PHILLIPS
 EH0836  USGS QUAD   -  LEXA (1991)
 EH0836
 EH0836                         *CURRENT SURVEY CONTROL
 EH0836  ___________________________________________________________________
 EH0836* NAD 83(1986)-  34 33 18.     (N)    090 45 22.     (W)     SCALED    
 EH0836* NAVD 88     -        60.720  (meters)     199.21   (feet)  ADJUSTED  
 EH0836  ___________________________________________________________________
 EH0836  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH0836  DYNAMIC HT  -          60.661 (meters)     199.02  (feet)  COMP
 EH0836  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EH0836
 EH0836  VERT ORDER  -  FIRST     CLASS II
 EH0836
 EH0836.The horizontal coordinates were scaled from a topographic map and have
 EH0836.an estimated accuracy of +/- 6 seconds.
 EH0836
 EH0836.The orthometric height was determined by differential leveling
 EH0836.and adjusted by the National Geodetic Survey in June 1991..
 EH0836
 EH0836.The geoid height was determined by GEOID03.
 EH0836
 EH0836.The dynamic height is computed by dividing the NAVD 88
 EH0836.geopotential number by the normal gravity value computed on the
 EH0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0836.degrees latitude (g = 980.6199 gals.).
 EH0836
 EH0836.The modeled gravity was interpolated from observed gravity values.
 EH0836
 EH0836;                    North         East    Units  Estimated Accuracy
 EH0836;SPC AR S     -   610,140.      514,160.      MT  (+/- 180 meters Scaled)
 EH0836
 EH0836                          SUPERSEDED SURVEY CONTROL
 EH0836
 EH0836  NGVD 29 (??/??/??)   60.740  (m)          199.28   (f) ADJUSTED    1 2
 EH0836
 EH0836.Superseded values are not recommended for survey control.
 EH0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0836.See file dsdata.txt to determine how the superseded data were derived.
 EH0836
 EH0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU058259(NAD 83)
 EH0836_MARKER: DB = BENCH MARK DISK
 EH0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0836_STAMPING: M 56 1935
 EH0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0836+STABILITY: SURFACE MOTION
 EH0836
 EH0836  HISTORY     - Date     Condition        Report By
 EH0836  HISTORY     - 1935     MONUMENTED       CGS
 EH0836  HISTORY     - 1956     GOOD             CGS
 EH0836  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0836
 EH0836                          STATION DESCRIPTION
 EH0836
 EH0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0836'0.85 MI NE FROM BARTON.
 EH0836'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0836'CROSSING OF STATE HIGHWAY 85 AT BARTON, THENCE ABOUT 0.55 MILE NORTH
 EH0836'ALONG THE MISSOURI PACIFIC RAILROAD, ABOUT 3.1 MILES SOUTH OF THE
 EH0836'STATION AT LEXA, AT OVERPASS OF STATE HIGHWAY 20 OVER THE TRACK, 30.4
 EH0836'FEET EAST OF EAST RAIL, 98 FEET EAST-NORTHEAST AND ACROSS TRACK FROM
 EH0836'MILEAGE TELEPHONE POLE NO. 228/20, 1 1/2 FEET WEST OF A FENCE LINE, 93
 EH0836'1/2 FEET NORTH OF NORTHEAST CORNER OF THE FIRST CONCRETE PIER EAST OF
 EH0836'TRACK OF OVERPASS, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 EH0836'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EH0836
 EH0836                          STATION RECOVERY (1976)
 EH0836
 EH0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1382 ***********************************************************************
 EH1382  DESIGNATION -  M 57
 EH1382  PID         -  EH1382
 EH1382  STATE/COUNTY-  AR/ARKANSAS
 EH1382  USGS QUAD   -  DE WITT (1968)
 EH1382
 EH1382                         *CURRENT SURVEY CONTROL
 EH1382  ___________________________________________________________________
 EH1382* NAD 83(1986)-  34 17 31.     (N)    091 20 37.     (W)     SCALED    
 EH1382* NAVD 88     -        57.816  (meters)     189.68   (feet)  ADJUSTED  
 EH1382  ___________________________________________________________________
 EH1382  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH1382  DYNAMIC HT  -          57.760 (meters)     189.50  (feet)  COMP
 EH1382  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EH1382
 EH1382  VERT ORDER  -  FIRST     CLASS II
 EH1382
 EH1382.The horizontal coordinates were scaled from a topographic map and have
 EH1382.an estimated accuracy of +/- 6 seconds.
 EH1382
 EH1382.The orthometric height was determined by differential leveling
 EH1382.and adjusted by the National Geodetic Survey in August 1993..
 EH1382.WARNING-Repeat measurements at this control monument indicate possible
 EH1382.vertical movement.
 EH1382
 EH1382.The geoid height was determined by GEOID03.
 EH1382
 EH1382.The dynamic height is computed by dividing the NAVD 88
 EH1382.geopotential number by the normal gravity value computed on the
 EH1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1382.degrees latitude (g = 980.6199 gals.).
 EH1382
 EH1382.The modeled gravity was interpolated from observed gravity values.
 EH1382
 EH1382;                    North         East    Units  Estimated Accuracy
 EH1382;SPC AR S     -   580,460.      460,430.      MT  (+/- 180 meters Scaled)
 EH1382
 EH1382                          SUPERSEDED SURVEY CONTROL
 EH1382
 EH1382  NAVD 88 (06/15/91)   57.895  (m)          189.94   (f) UNKNOWN     1 2
 EH1382  NGVD 29 (??/??/??)   57.898  (m)          189.95   (f) ADJUSTED    1 2
 EH1382
 EH1382.Superseded values are not recommended for survey control.
 EH1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1382.See file dsdata.txt to determine how the superseded data were derived.
 EH1382
 EH1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT524957(NAD 83)
 EH1382_MARKER: DB = BENCH MARK DISK
 EH1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1382_STAMPING: M 57 1935
 EH1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1382+STABILITY: SURFACE MOTION
 EH1382
 EH1382  HISTORY     - Date     Condition        Report By
 EH1382  HISTORY     - 1935     MONUMENTED       CGS
 EH1382  HISTORY     - 1954     GOOD             CGS
 EH1382  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1382
 EH1382                          STATION DESCRIPTION
 EH1382
 EH1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1382'0.4 MI W FROM DEWITT.
 EH1382'0.4 MILE WEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1382'STATION AT DEWITT, AT THE CROSSING OF HARRISON STREET, 33 FEET WEST OF
 EH1382'THE CENTER LINE OF HARRISON STREET, 21.5 FEET NORTHWEST OF A SWITCH
 EH1382'STAND, 20 FEET NORTH OF THE NORTH RAIL, 1 FOOT EAST OF A WINTESS POST,
 EH1382'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 EH1382'GROUND.
 EH1382
 EH1382                          STATION RECOVERY (1976)
 EH1382
 EH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0043 ***********************************************************************
 EK0043  DESIGNATION -  M 58 RESET
 EK0043  PID         -  EK0043
 EK0043  STATE/COUNTY-  AR/POLK
 EK0043  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0043
 EK0043                         *CURRENT SURVEY CONTROL
 EK0043  ___________________________________________________________________
 EK0043* NAD 83(1997)-  34 41 25.86881(N)    094 20 15.83928(W)     ADJUSTED  
 EK0043* NAVD 88     -                                                        
 EK0043  ___________________________________________________________________
 EK0043  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 EK0043  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 EK0043
 EK0043  HORZ ORDER  -  THIRD
 EK0043
 EK0043.The horizontal coordinates were established by classical geodetic methods
 EK0043.and adjusted by the National Geodetic Survey in September 1999..
 EK0043
 EK0043
 EK0043.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0043
 EK0043.The geoid height was determined by GEOID03.
 EK0043
 EK0043;                    North         East     Units Scale Factor Converg.
 EK0043;SPC AR S     -   626,922.161   185,814.306   MT  0.99998390   -1 18 30.3
 EK0043;SPC AR S     - 2,056,827.12    609,625.77   sFT  0.99998390   -1 18 30.3
 EK0043;UTM  15      - 3,839,537.894   377,467.862   MT  0.99978505   -0 45 41.2
 EK0043
 EK0043|---------------------------------------------------------------------|
 EK0043| PID    Reference Object                     Distance      Geod. Az  |
 EK0043|                                                           dddmmss.s |
 EK0043| AI2023 M 58 RM 1                            16.869 METERS 11116     |
 EK0043| EK0838 RICH MTN LOOKOUT TOWER              APPROX. 2.0 KM 1560816.9 |
 EK0043| AI1980 9 E S                                11.541 METERS 20153     |
 EK0043| AI2024 M 58 RM 2                            22.455 METERS 23219     |
 EK0043| AI2021 M 58 AZ MK                                         2723259.1 |
 EK0043| AI2022 M 58 AZ MK RESET                                   2742854.6 |
 EK0043|---------------------------------------------------------------------|
 EK0043
 EK0043                          SUPERSEDED SURVEY CONTROL
 EK0043
 EK0043  NAD 83(1997)-  34 41 25.87254(N)    094 20 15.83933(W) AD(       ) 3
 EK0043  NAD 83(1986)-  34 41 25.87434(N)    094 20 15.83310(W) AD(       ) 3
 EK0043
 EK0043.Superseded values are not recommended for survey control.
 EK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0043.See file dsdata.txt to determine how the superseded data were derived.
 EK0043
 EK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7746839538(NAD 83)
 EK0043_MARKER: DB = BENCH MARK DISK
 EK0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0043_STAMPING: M 58 1934 RESET 1961
 EK0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0043+STABILITY: SURFACE MOTION
 EK0043
 EK0043  HISTORY     - Date     Condition        Report By
 EK0043  HISTORY     - 1961     MONUMENTED       CGS
 EK0043  HISTORY     - 1961     GOOD             CGS
 EK0043  HISTORY     - 1961     POOR             NGS
 EK0043
 EK0043                          STATION DESCRIPTION
 EK0043
 EK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0043'THE CONCRETE BENCH MARK POST WAS FOUND TO BE BROKEN OFF
 EK0043'BELOW THE SURFACE OF THE GROUND.  THE TWO PIECES OF THE
 EK0043'CONCRETE POST WERE FITTED TOGETHER AND REINFORCED WITH
 EK0043'CONCRETE.  THE DATE 1961 WAS ADDED TO THE STAMPING SO THE
 EK0043'DISK IS NOW STAMPED M 58 1934 RESET 1961.
 EK0043'
 EK0043'R.M. NO. 1 WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EK0043'CONDITION BUT THE DISTANCE BETWEEN THE STATION AND THIS MARK
 EK0043'FAILED TO CHECK BY EXACTLY 2.0 FEET.
 EK0043'
 EK0043'R.M. NO. 2 HAD BEEN DESTROYED BY HIGHWAY IMPROVMENT.  A
 EK0043'U.S. GEOLOGICAL SURVEY BENCH MARK WAS RECOVERED NEAR THE
 EK0043'STATION SO THIS MARK WAS USED FOR A REFERENCE MARK.  IT IS
 EK0043'LOCATED 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EK0043'11-1/2 EAST OF THE CENTERLINE OF THE SIDE ROAD AND IN THE
 EK0043'CENTER OF THE EAST HEADWALL OF THE CONCRETE CULVERT UNDER
 EK0043'THE SIDE ROAD.  IT IS A STANDARD BENCH MARK DISK, STAMPED
 EK0043'9 E S 1956 1616 FT.
 EK0043'
 EK0043'THE AZIMUTH MARK HAD BEEN GRADED OUT AND WAS FOUND LYING
 EK0043'ON TOP OF THE GROUND.  THE MARK WAS RESET AND THE DISK WAS
 EK0043'RESTAMPED BM M 58 1952 RESET 1961.  IT IS ABOUT 0.2 MILE WEST
 EK0043'OF THE STATION, 50-1/2 FEET NORTH OF THE CENTERLINE OF THE
 EK0043'HIGHWAY, 43-1/2 FEET SOUTH OF THE SOUTH RAIL AND AT THE EDGE
 EK0043'OF THE ROAD BANK.
 EK0043'
 EK0043'AFTER THE OBSERVATIONS HAD BEEN MADE AT THIS STATION IT WAS
 EK0043'FOUND THAT THE RICH MT. LOOKOUT TOWER HAD BEEM MOVED SINCE 1952.
 EK0043'AS NEAR AS COULD BE DETERMINED, THE PRESENT TOWER IS LOCATED 31.2
 EK0043'FEET DUE WEST OF THE 1952 LOCATION.  THE ANGLE BETWEEN THE PRESENT
 EK0043'LOOKOUT TOWER AND R.M. NO. 1 IS ABOUT 25 FT 07 IN LESS THAN THE
 EK0043'ANGLE MEASURED IN 1952.  THIS CORRECTION WOULD HAVE TO BE TAKEN
 EK0043'INTO ACCOUNT TO DETERMINE THE DIRECTION TO THE AZIMUTH MARK
 EK0043'RESET IN 1961.
 EK0043'
 EK0043'TO REACH THE STATION FROM MENA GO NORTHEAST AND NORTH ON
 EK0043'U.S. 71 FOR 5.4 MILES TO JUNCTION WITH U.S. 270, TURN LEFT AND
 EK0043'GO WEST ON U.S. 270 FOR 8.75 MILES A SIDE ROAD LEFT TO RICH
 EK0043'MT. SIDING AND STATION ON THE RIGHT.
 EK0043
 EK0043                          STATION RECOVERY (1961)
 EK0043
 EK0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EK0043'AT RICH MOUNTAIN.
 EK0043'AT RICH MOUNTAIN, AT THE WEST END OF RAILROAD CUT, 210 FEET EAST
 EK0043'OF RICH MOUNTAIN STATION SIGN, 30 FEET SOUTH OF CENTERLINE OF
 EK0043'KANSAS CITY SOUTHERN RR TRACK, 15 FEET EAST OF CENTERLINE OF
 EK0043'ROAD CROSSING, A STANDARD DISK SET IN PRECAST CONCRETE POST.
 EK0043
 EK0043                          STATION RECOVERY (1961)
 EK0043
 EK0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0043'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1354 ***********************************************************************
 EJ1354  DESIGNATION -  M 6
 EJ1354  PID         -  EJ1354
 EJ1354  STATE/COUNTY-  AR/PIKE
 EJ1354  USGS QUAD   -  CENTER POINT NE (1970)
 EJ1354
 EJ1354                         *CURRENT SURVEY CONTROL
 EJ1354  ___________________________________________________________________
 EJ1354* NAD 83(1986)-  34 14 41.     (N)    093 46 48.     (W)     SCALED    
 EJ1354* NAVD 88     -       198.957  (meters)     652.74   (feet)  ADJUSTED  
 EJ1354  ___________________________________________________________________
 EJ1354  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EJ1354  DYNAMIC HT  -         198.754 (meters)     652.08  (feet)  COMP
 EJ1354  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 EJ1354
 EJ1354  VERT ORDER  -  SECOND    CLASS 0
 EJ1354
 EJ1354.The horizontal coordinates were scaled from a topographic map and have
 EJ1354.an estimated accuracy of +/- 6 seconds.
 EJ1354
 EJ1354.The orthometric height was determined by differential leveling
 EJ1354.and adjusted by the National Geodetic Survey in June 1991..
 EJ1354
 EJ1354.The geoid height was determined by GEOID03.
 EJ1354
 EJ1354.The dynamic height is computed by dividing the NAVD 88
 EJ1354.geopotential number by the normal gravity value computed on the
 EJ1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1354.degrees latitude (g = 980.6199 gals.).
 EJ1354
 EJ1354.The modeled gravity was interpolated from observed gravity values.
 EJ1354
 EJ1354;                    North         East    Units  Estimated Accuracy
 EJ1354;SPC AR S     -   576,450.      236,050.      MT  (+/- 180 meters Scaled)
 EJ1354
 EJ1354                          SUPERSEDED SURVEY CONTROL
 EJ1354
 EJ1354  NGVD 29 (??/??/92)  198.921  (m)          652.63   (f) ADJ UNCH    2 0
 EJ1354
 EJ1354.Superseded values are not recommended for survey control.
 EJ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1354.See file dsdata.txt to determine how the superseded data were derived.
 EJ1354
 EJ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT281895(NAD 83)
 EJ1354_MARKER: DB = BENCH MARK DISK
 EJ1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1354_STAMPING: M-6 1932
 EJ1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1354+STABILITY: SURFACE MOTION
 EJ1354
 EJ1354  HISTORY     - Date     Condition        Report By
 EJ1354  HISTORY     - 1932     MONUMENTED       CGS
 EJ1354  HISTORY     - 1934     GOOD             NGS
 EJ1354  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1354
 EJ1354                          STATION DESCRIPTION
 EJ1354
 EJ1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1354'2.6 MI W FROM DAISY.
 EJ1354'2.6 MILES WEST OF, ALONG U.S. HWY 70, FROM R.N. SMEADS HOUSE ABOUT 100
 EJ1354'FEET SOUTHWEST OF SUMMIT OF STEEP HILL.  75 FEET NORTH OF CLAY CHIMNEY
 EJ1354'AT EAST END OF C.J. WARD HOUSE.  43 FEET SOUTH OF CENTERLINE OF U.S.
 EJ1354'HWY. 70.  25 FEET NORTH OF SLAT FENCE.  18 FEET SOUTH OF CENTERLINE OF
 EJ1354'GATEWAY.  3 FEET WEST OF POLE FENCE.  TABLET SET IN PRECAST CONCRETE
 EJ1354'POST.  NOTE-- THE WARD HOUSE IS NOW A MOTEL.
 EJ1354
 EJ1354                          STATION RECOVERY (1962)
 EJ1354
 EJ1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0111 ***********************************************************************
 GF0111  DESIGNATION -  M 6
 GF0111  PID         -  GF0111
 GF0111  STATE/COUNTY-  AR/BOONE
 GF0111  USGS QUAD   -  WESTERN GROVE (1975)
 GF0111
 GF0111                         *CURRENT SURVEY CONTROL
 GF0111  ___________________________________________________________________
 GF0111* NAD 83(1986)-  36 07 20.     (N)    092 54 11.     (W)     SCALED    
 GF0111* NAVD 88     -       277.029  (meters)     908.89   (feet)  ADJUSTED  
 GF0111  ___________________________________________________________________
 GF0111  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GF0111  DYNAMIC HT  -         276.780 (meters)     908.07  (feet)  COMP
 GF0111  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 GF0111
 GF0111  VERT ORDER  -  FIRST     CLASS II
 GF0111
 GF0111.The horizontal coordinates were scaled from a topographic map and have
 GF0111.an estimated accuracy of +/- 6 seconds.
 GF0111
 GF0111.The orthometric height was determined by differential leveling
 GF0111.and adjusted by the National Geodetic Survey in June 1991..
 GF0111
 GF0111.The geoid height was determined by GEOID03.
 GF0111
 GF0111.The dynamic height is computed by dividing the NAVD 88
 GF0111.geopotential number by the normal gravity value computed on the
 GF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0111.degrees latitude (g = 980.6199 gals.).
 GF0111
 GF0111.The modeled gravity was interpolated from observed gravity values.
 GF0111
 GF0111;                    North         East    Units  Estimated Accuracy
 GF0111;SPC AR N     -   198,840.      318,710.      MT  (+/- 180 meters Scaled)
 GF0111
 GF0111                          SUPERSEDED SURVEY CONTROL
 GF0111
 GF0111  NGVD 29 (??/??/92)  276.899  (m)          908.46   (f) ADJ UNCH    1 2
 GF0111
 GF0111.Superseded values are not recommended for survey control.
 GF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0111.See file dsdata.txt to determine how the superseded data were derived.
 GF0111
 GF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV087975(NAD 83)
 GF0111_MARKER: DB = BENCH MARK DISK
 GF0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0111_STAMPING: M 6 1931
 GF0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0111+STABILITY: SURFACE MOTION
 GF0111
 GF0111  HISTORY     - Date     Condition        Report By
 GF0111  HISTORY     - 1931     MONUMENTED       CGS
 GF0111  HISTORY     - 1935     GOOD             NGS
 GF0111
 GF0111                          STATION DESCRIPTION
 GF0111
 GF0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0111'2.6 MI S FROM EVERTON.
 GF0111'ABOUT 2.6 MILES SOUTH OF EVERTON, ALONG THE M. AND N.A.R.R.
 GF0111'FROM THE STATION, 120 FEET NORTH OF MILEPOST 144, IN A SHALLOW
 GF0111'CUT, AND 20 FEET EAST OF THE EAST RAIL, A STANDARD DISK, SET
 GF0111'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0160 ***********************************************************************
 EK0160  DESIGNATION -  M 60
 EK0160  PID         -  EK0160
 EK0160  STATE/COUNTY-  AR/SEVIER
 EK0160  USGS QUAD   -  DIERKS (1966)
 EK0160
 EK0160                         *CURRENT SURVEY CONTROL
 EK0160  ___________________________________________________________________
 EK0160* NAD 83(1986)-  34 02 06.     (N)    094 06 17.     (W)     SCALED    
 EK0160* NAVD 88     -       119.235  (meters)     391.19   (feet)  ADJUSTED  
 EK0160  ___________________________________________________________________
 EK0160  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EK0160  DYNAMIC HT  -         119.114 (meters)     390.79  (feet)  COMP
 EK0160  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 EK0160
 EK0160  VERT ORDER  -  SECOND    CLASS 0
 EK0160
 EK0160.The horizontal coordinates were scaled from a topographic map and have
 EK0160.an estimated accuracy of +/- 6 seconds.
 EK0160
 EK0160.The orthometric height was determined by differential leveling
 EK0160.and adjusted by the National Geodetic Survey in June 1991..
 EK0160
 EK0160.The geoid height was determined by GEOID03.
 EK0160
 EK0160.The dynamic height is computed by dividing the NAVD 88
 EK0160.geopotential number by the normal gravity value computed on the
 EK0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0160.degrees latitude (g = 980.6199 gals.).
 EK0160
 EK0160.The modeled gravity was interpolated from observed gravity values.
 EK0160
 EK0160;                    North         East    Units  Estimated Accuracy
 EK0160;SPC AR S     -   553,760.      205,670.      MT  (+/- 180 meters Scaled)
 EK0160
 EK0160                          SUPERSEDED SURVEY CONTROL
 EK0160
 EK0160  NGVD 29 (??/??/92)  119.190  (m)          391.04   (f) ADJ UNCH    2 0
 EK0160
 EK0160.Superseded values are not recommended for survey control.
 EK0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0160.See file dsdata.txt to determine how the superseded data were derived.
 EK0160
 EK0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT980665(NAD 83)
 EK0160_MARKER: DB = BENCH MARK DISK
 EK0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0160_STAMPING: M-60 1934
 EK0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0160+STABILITY: SURFACE MOTION
 EK0160
 EK0160  HISTORY     - Date     Condition        Report By
 EK0160  HISTORY     - 1934     MONUMENTED       CGS
 EK0160  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0160
 EK0160                          STATION DESCRIPTION
 EK0160
 EK0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0160'IN PROVO.
 EK0160'IN THE TOWN ABOUT 70.6 FEET NORTHWEST OF NORTHWEST CORNER OF
 EK0160'DEPOT, 58 FEET WEST OF CENTERLINE OF DEQUEEN AND EASTERN R.R.
 EK0160'MAIN LINE TRACK, 50 FEET EAST OF CENTERLINE OF GRAVEL ROAD, 8
 EK0160'FEET NORTH OF POWER LINE POLE.  TABLET SET IN PRECAST CONCRETE
 EK0160'POST.
 EK0160
 EK0160                          STATION RECOVERY (1962)
 EK0160
 EK0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1330 ***********************************************************************
 EJ1330  DESIGNATION -  M 61
 EJ1330  PID         -  EJ1330
 EJ1330  STATE/COUNTY-  AR/PIKE
 EJ1330  USGS QUAD   -  NARROWS DAM (1969)
 EJ1330
 EJ1330                         *CURRENT SURVEY CONTROL
 EJ1330  ___________________________________________________________________
 EJ1330* NAD 83(1986)-  34 10 38.     (N)    093 37 51.     (W)     SCALED    
 EJ1330* NAVD 88     -       206.792  (meters)     678.45   (feet)  ADJUSTED  
 EJ1330  ___________________________________________________________________
 EJ1330  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EJ1330  DYNAMIC HT  -         206.580 (meters)     677.75  (feet)  COMP
 EJ1330  MODELED GRAV-     979,606.9   (mgal)                       NAVD 88
 EJ1330
 EJ1330  VERT ORDER  -  SECOND    CLASS 0
 EJ1330
 EJ1330.The horizontal coordinates were scaled from a topographic map and have
 EJ1330.an estimated accuracy of +/- 6 seconds.
 EJ1330
 EJ1330.The orthometric height was determined by differential leveling
 EJ1330.and adjusted by the National Geodetic Survey in June 1991..
 EJ1330
 EJ1330.The geoid height was determined by GEOID03.
 EJ1330
 EJ1330.The dynamic height is computed by dividing the NAVD 88
 EJ1330.geopotential number by the normal gravity value computed on the
 EJ1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1330.degrees latitude (g = 980.6199 gals.).
 EJ1330
 EJ1330.The modeled gravity was interpolated from observed gravity values.
 EJ1330
 EJ1330;                    North         East    Units  Estimated Accuracy
 EJ1330;SPC AR S     -   568,740.      249,670.      MT  (+/- 180 meters Scaled)
 EJ1330
 EJ1330                          SUPERSEDED SURVEY CONTROL
 EJ1330
 EJ1330  NGVD 29 (??/??/92)  206.770  (m)          678.38   (f) ADJ UNCH    2 0
 EJ1330
 EJ1330.Superseded values are not recommended for survey control.
 EJ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1330.See file dsdata.txt to determine how the superseded data were derived.
 EJ1330
 EJ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT418819(NAD 83)
 EJ1330_MARKER: DB = BENCH MARK DISK
 EJ1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1330_STAMPING: M 61 1934
 EJ1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1330+STABILITY: SURFACE MOTION
 EJ1330
 EJ1330  HISTORY     - Date     Condition        Report By
 EJ1330  HISTORY     - 1934     MONUMENTED       CGS
 EJ1330  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1330
 EJ1330                          STATION DESCRIPTION
 EJ1330
 EJ1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1330'5.6 MI S FROM KIRBY.
 EJ1330'5.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT KIRBY, PIKE
 EJ1330'COUNTY, 0.2 MILE NORTH OF A WHITE BUNGALOW, 320 FEET SOUTH OF THE EAST
 EJ1330'CONCRETE HEADWALL OF A CULVERT, AND 120 FEET SOUTHEAST OF THE
 EJ1330'NORTHEAST CORNER OF A PICKET FENCE, 35 FEET EAST OF THE CENTERLINE OF
 EJ1330'THE HIGHWAY, AND 2 FEET WEST OF A BARBED-WIRE FENCE.  A STANDARD DISK,
 EJ1330'STAMPED M 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1027 ***********************************************************************
 DL1027  DESIGNATION -  M 62
 DL1027  PID         -  DL1027
 DL1027  STATE/COUNTY-  AR/HEMPSTEAD
 DL1027  USGS QUAD   -  WASHINGTON (1951)
 DL1027
 DL1027                         *CURRENT SURVEY CONTROL
 DL1027  ___________________________________________________________________
 DL1027* NAD 83(1986)-  33 48 00.     (N)    093 41 09.     (W)     SCALED    
 DL1027* NAVD 88     -       129.262  (meters)     424.09   (feet)  ADJUSTED  
 DL1027  ___________________________________________________________________
 DL1027  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DL1027  DYNAMIC HT  -         129.128 (meters)     423.65  (feet)  COMP
 DL1027  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 DL1027
 DL1027  VERT ORDER  -  SECOND    CLASS 0
 DL1027
 DL1027.The horizontal coordinates were scaled from a topographic map and have
 DL1027.an estimated accuracy of +/- 6 seconds.
 DL1027
 DL1027.The orthometric height was determined by differential leveling
 DL1027.and adjusted by the National Geodetic Survey in June 1991..
 DL1027
 DL1027.The geoid height was determined by GEOID03.
 DL1027
 DL1027.The dynamic height is computed by dividing the NAVD 88
 DL1027.geopotential number by the normal gravity value computed on the
 DL1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1027.degrees latitude (g = 980.6199 gals.).
 DL1027
 DL1027.The modeled gravity was interpolated from observed gravity values.
 DL1027
 DL1027;                    North         East    Units  Estimated Accuracy
 DL1027;SPC AR S     -   526,990.      243,910.      MT  (+/- 180 meters Scaled)
 DL1027
 DL1027                          SUPERSEDED SURVEY CONTROL
 DL1027
 DL1027  NGVD 29 (??/??/92)  129.274  (m)          424.13   (f) ADJ UNCH    2 0
 DL1027
 DL1027.Superseded values are not recommended for survey control.
 DL1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1027.See file dsdata.txt to determine how the superseded data were derived.
 DL1027
 DL1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT365401(NAD 83)
 DL1027_MARKER: DB = BENCH MARK DISK
 DL1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1027_STAMPING: M 62 1934
 DL1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1027+STABILITY: SURFACE MOTION
 DL1027
 DL1027  HISTORY     - Date     Condition        Report By
 DL1027  HISTORY     - 1935     MONUMENTED       CGS
 DL1027  HISTORY     - 1962     GOOD             NGS
 DL1027
 DL1027                          STATION DESCRIPTION
 DL1027
 DL1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1027'1.7 MI NW FROM WASHINGTON.
 DL1027'1.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1027'STATION AT WASHINGTON, HEMPSTEAD COUNTY, 114 FEET NORTHWEST OF THE
 DL1027'TWENTIETH POLE NORTHWEST OF MILEPOST 468, 252 FEET SOUTH OF A LARGE
 DL1027'CONCRETE-PIPE CULVERT, 87 FEET SOUTHWEST OF A CROSSING SIGN, 45 FEET
 DL1027'WEST OF THE CENTERLINE OF THE TRACK, ON AN EMBANKMENT, AND 4 FEET EAST
 DL1027'OF POLE 464.  A STANDARD DISK, STAMPED M 62 1935 AND SET IN THE TOP OF
 DL1027'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0463 ***********************************************************************
 DL0463  DESIGNATION -  M 64
 DL0463  PID         -  DL0463
 DL0463  STATE/COUNTY-  AR/NEVADA
 DL0463  USGS QUAD   -  PRESCOTT WEST (1970)
 DL0463
 DL0463                         *CURRENT SURVEY CONTROL
 DL0463  ___________________________________________________________________
 DL0463* NAD 83(1986)-  33 46 10.     (N)    093 25 20.     (W)     SCALED    
 DL0463* NAVD 88     -        89.180  (meters)     292.58   (feet)  ADJUSTED  
 DL0463  ___________________________________________________________________
 DL0463  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL0463  DYNAMIC HT  -          89.087 (meters)     292.28  (feet)  COMP
 DL0463  MODELED GRAV-     979,599.8   (mgal)                       NAVD 88
 DL0463
 DL0463  VERT ORDER  -  SECOND    CLASS 0
 DL0463
 DL0463.The horizontal coordinates were scaled from a topographic map and have
 DL0463.an estimated accuracy of +/- 6 seconds.
 DL0463
 DL0463.The orthometric height was determined by differential leveling
 DL0463.and adjusted by the National Geodetic Survey in June 1991..
 DL0463
 DL0463.The geoid height was determined by GEOID03.
 DL0463
 DL0463.The dynamic height is computed by dividing the NAVD 88
 DL0463.geopotential number by the normal gravity value computed on the
 DL0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0463.degrees latitude (g = 980.6199 gals.).
 DL0463
 DL0463.The modeled gravity was interpolated from observed gravity values.
 DL0463
 DL0463;                    North         East    Units  Estimated Accuracy
 DL0463;SPC AR S     -   523,230.      268,270.      MT  (+/- 180 meters Scaled)
 DL0463
 DL0463                          SUPERSEDED SURVEY CONTROL
 DL0463
 DL0463  NGVD 29 (??/??/92)   89.182  (m)          292.59   (f) ADJ UNCH    2 0
 DL0463
 DL0463.Superseded values are not recommended for survey control.
 DL0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0463.See file dsdata.txt to determine how the superseded data were derived.
 DL0463
 DL0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT609366(NAD 83)
 DL0463_MARKER: DB = BENCH MARK DISK
 DL0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0463_STAMPING: M-64 1935
 DL0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0463+STABILITY: SURFACE MOTION
 DL0463
 DL0463  HISTORY     - Date     Condition        Report By
 DL0463  HISTORY     - 1935     MONUMENTED       CGS
 DL0463  HISTORY     - 1963     GOOD             NGS
 DL0463
 DL0463                          STATION DESCRIPTION
 DL0463
 DL0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0463'4.1 MI NE FROM EMMET.
 DL0463'4.1 MILES NORTHEAST OF, ALONG M.P.R.R. FROM STATION 138 FEET NORTHWEST
 DL0463'OF CENTERLINE OF MISSOURI PACIFIC MAIN LINE TRACK AT BOLIVER (S.S.)
 DL0463'SIDING.  99 FEET NORTHWEST OF M.P. 445-20.  60.4 FEET NORTHWEST OF
 DL0463'CENTERLINE OF U.S. HWY. 67.  30.7 FEET NORTH OF NORTHEAST SIDE OF
 DL0463'SERVICE STATION AT ROSEWOOD CAMP.  7.8 FEET SOUTH OF CEDAR TREE 0.5
 DL0463'FT. IN DIAMETER AT BASE.  TABLET SET IN PRECAST CONCRETE POST. NOTE--
 DL0463'NEAR PENRODS GIFT SHOP, ABOUT 75 FT NE OF THE SE CORNER OF THE SHOP.
 DL0463'NEAR THE SE CORNER OF A TRAILER HOME.
 DL0463
 DL0463                          STATION RECOVERY (1963)
 DL0463
 DL0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1051 ***********************************************************************
 DK1051  DESIGNATION -  M 65
 DK1051  PID         -  DK1051
 DK1051  STATE/COUNTY-  AR/CHICOT
 DK1051  USGS QUAD   -  EMPIRE (1981)
 DK1051
 DK1051                         *CURRENT SURVEY CONTROL
 DK1051  ___________________________________________________________________
 DK1051* NAD 83(1986)-  33 07 27.     (N)    091 22 59.     (W)     SCALED    
 DK1051* NAVD 88     -        31.816  (meters)     104.38   (feet)  ADJUSTED  
 DK1051  ___________________________________________________________________
 DK1051  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DK1051  DYNAMIC HT  -          31.782 (meters)     104.27  (feet)  COMP
 DK1051  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 DK1051
 DK1051  VERT ORDER  -  SECOND    CLASS 0
 DK1051
 DK1051.The horizontal coordinates were scaled from a topographic map and have
 DK1051.an estimated accuracy of +/- 6 seconds.
 DK1051
 DK1051.The orthometric height was determined by differential leveling
 DK1051.and adjusted by the National Geodetic Survey in June 1991..
 DK1051
 DK1051.The geoid height was determined by GEOID03.
 DK1051
 DK1051.The dynamic height is computed by dividing the NAVD 88
 DK1051.geopotential number by the normal gravity value computed on the
 DK1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1051.degrees latitude (g = 980.6199 gals.).
 DK1051
 DK1051.The modeled gravity was interpolated from observed gravity values.
 DK1051
 DK1051;                    North         East    Units  Estimated Accuracy
 DK1051;SPC AR S     -   450,920.      457,580.      MT  (+/- 180 meters Scaled)
 DK1051
 DK1051                          SUPERSEDED SURVEY CONTROL
 DK1051
 DK1051  NGVD 29 (??/??/??)   31.927  (m)          104.75   (f) ADJUSTED    2 0
 DK1051
 DK1051.Superseded values are not recommended for survey control.
 DK1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1051.See file dsdata.txt to determine how the superseded data were derived.
 DK1051
 DK1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS508662(NAD 83)
 DK1051_MARKER: DB = BENCH MARK DISK
 DK1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1051_STAMPING: M-65 1935
 DK1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1051+STABILITY: SURFACE MOTION
 DK1051
 DK1051  HISTORY     - Date     Condition        Report By
 DK1051  HISTORY     - 1935     MONUMENTED       CGS
 DK1051  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1051  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1051
 DK1051                          STATION DESCRIPTION
 DK1051
 DK1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1051'7.4 MI W FROM EUDORA.
 DK1051'7.4 MILES WEST OF, ALONG ST. HWY. 8, FROM CITY HALL.  AT    MEMPHIS
 DK1051'NATURAL GAS CORP. PIPE LINE CROSSING.  29 FEET NORTH OF CENTERLINE OF
 DK1051'ST. HWY. 8.  27 FEET SOUTHEAST OF FIRST TELEPHONE POLE NORTH OF
 DK1051'HIGHWAY.  18 FEET EAST OF CENTERLINE OF GATEWAY AND CROSS ROAD.  2.2
 DK1051'FEET SOUTH OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 DK1051
 DK1051                          STATION RECOVERY (1977)
 DK1051
 DK1051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1051'MARK NOT FOUND.
 DK1051
 DK1051                          STATION RECOVERY (1977)
 DK1051
 DK1051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0451 ***********************************************************************
 FG0451  DESIGNATION -  M 66
 FG0451  PID         -  FG0451
 FG0451  STATE/COUNTY-  AR/POPE
 FG0451  USGS QUAD   -  HECTOR (1989)
 FG0451
 FG0451                         *CURRENT SURVEY CONTROL
 FG0451  ___________________________________________________________________
 FG0451* NAD 83(1986)-  35 28 56.     (N)    092 58 09.     (W)     SCALED    
 FG0451* NAVD 88     -       189.839  (meters)     622.83   (feet)  ADJUSTED  
 FG0451  ___________________________________________________________________
 FG0451  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FG0451  DYNAMIC HT  -         189.661 (meters)     622.25  (feet)  COMP
 FG0451  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FG0451
 FG0451  VERT ORDER  -  SECOND    CLASS 0
 FG0451
 FG0451.The horizontal coordinates were scaled from a topographic map and have
 FG0451.an estimated accuracy of +/- 6 seconds.
 FG0451
 FG0451.The orthometric height was determined by differential leveling
 FG0451.and adjusted by the National Geodetic Survey in June 1991..
 FG0451
 FG0451.The geoid height was determined by GEOID03.
 FG0451
 FG0451.The dynamic height is computed by dividing the NAVD 88
 FG0451.geopotential number by the normal gravity value computed on the
 FG0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0451.degrees latitude (g = 980.6199 gals.).
 FG0451
 FG0451.The modeled gravity was interpolated from observed gravity values.
 FG0451
 FG0451;                    North         East    Units  Estimated Accuracy
 FG0451;SPC AR N     -   127,890.      312,060.      MT  (+/- 180 meters Scaled)
 FG0451
 FG0451                          SUPERSEDED SURVEY CONTROL
 FG0451
 FG0451  NGVD 29 (??/??/92)  189.802  (m)          622.71   (f) ADJ UNCH    2 0
 FG0451
 FG0451.Superseded values are not recommended for survey control.
 FG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0451.See file dsdata.txt to determine how the superseded data were derived.
 FG0451
 FG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV027265(NAD 83)
 FG0451_MARKER: DB = BENCH MARK DISK
 FG0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0451_STAMPING: M 66 1935
 FG0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0451+STABILITY: SURFACE MOTION
 FG0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0451+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 FG0451
 FG0451  HISTORY     - Date     Condition        Report By
 FG0451  HISTORY     - 1935     MONUMENTED       CGS
 FG0451  HISTORY     - 1935     GOOD             NGS
 FG0451  HISTORY     - 20060125 GOOD             ARHD
 FG0451
 FG0451                          STATION DESCRIPTION
 FG0451
 FG0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0451'1.2 MI N FROM HECTOR.
 FG0451'1.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE FOREST SERVICE OFFICE
 FG0451'BUILDING AT HECTOR, POPE COUNTY, AT THE JUNCTION OF THE LOST CORNER
 FG0451'ROAD, 91 FEET EAST OF THE BURT WEBB FARMHOUSE, 34 FEET NORTHWEST OF
 FG0451'THE CENTERLINE OF THE HIGHWAY, 96 FEET SOUTHWEST OF THE CENTERLINE OF
 FG0451'THE ROAD, 26 FEET SOUTHWEST OF THE DRIVEWAY, AND 3 FEET NORTHWEST OF A
 FG0451'POLE.  A STANDARD DISK, STAMPED M 66 1935 AND SET IN THE TOP OF A
 FG0451'CONCRETE POST.
 FG0451
 FG0451                          STATION RECOVERY (2006)
 FG0451
 FG0451'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MDP)
 FG0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0457 ***********************************************************************
 FG0457  DESIGNATION -  M 67
 FG0457  PID         -  FG0457
 FG0457  STATE/COUNTY-  AR/POPE
 FG0457  USGS QUAD   -  JERUSALEM (1990)
 FG0457
 FG0457                         *CURRENT SURVEY CONTROL
 FG0457  ___________________________________________________________________
 FG0457* NAD 83(1986)-  35 24 35.     (N)    092 51 51.     (W)     SCALED    
 FG0457* NAVD 88     -       179.757  (meters)     589.75   (feet)  ADJUSTED  
 FG0457  ___________________________________________________________________
 FG0457  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FG0457  DYNAMIC HT  -         179.589 (meters)     589.20  (feet)  COMP
 FG0457  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FG0457
 FG0457  VERT ORDER  -  SECOND    CLASS 0
 FG0457
 FG0457.The horizontal coordinates were scaled from a topographic map and have
 FG0457.an estimated accuracy of +/- 6 seconds.
 FG0457
 FG0457.The orthometric height was determined by differential leveling
 FG0457.and adjusted by the National Geodetic Survey in June 1991..
 FG0457
 FG0457.The geoid height was determined by GEOID03.
 FG0457
 FG0457.The dynamic height is computed by dividing the NAVD 88
 FG0457.geopotential number by the normal gravity value computed on the
 FG0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0457.degrees latitude (g = 980.6199 gals.).
 FG0457
 FG0457.The modeled gravity was interpolated from observed gravity values.
 FG0457
 FG0457;                    North         East    Units  Estimated Accuracy
 FG0457;SPC AR N     -   119,760.      321,510.      MT  (+/- 180 meters Scaled)
 FG0457
 FG0457                          SUPERSEDED SURVEY CONTROL
 FG0457
 FG0457  NGVD 29 (??/??/92)  179.745  (m)          589.71   (f) ADJ UNCH    2 0
 FG0457
 FG0457.Superseded values are not recommended for survey control.
 FG0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0457.See file dsdata.txt to determine how the superseded data were derived.
 FG0457
 FG0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV123184(NAD 83)
 FG0457_MARKER: DB = BENCH MARK DISK
 FG0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0457_STAMPING: M 67 1935
 FG0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0457+STABILITY: SURFACE MOTION
 FG0457
 FG0457  HISTORY     - Date     Condition        Report By
 FG0457  HISTORY     - 1935     MONUMENTED       CGS
 FG0457  HISTORY     - 1935     GOOD             NGS
 FG0457
 FG0457                          STATION DESCRIPTION
 FG0457
 FG0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0457'1.3 MI S FROM APPLETON.
 FG0457'1.3 MILES SOUTH ALONG THE ATKINS ROAD FROM THE POST OFFICE AT
 FG0457'APPLETON, POPE COUNTY, 33 FEET NORTHEAST OF THE NORTHEAST END OF THE
 FG0457'L. F. CAMPBELL FARMHOUSE, 41 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FG0457'ROAD, 71 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 31 FEET
 FG0457'SOUTHEAST OF A 24-INCH OAK TREE, 22 FEET NORTHEAST OF A WEST FENCE
 FG0457'CORNER, AND 2 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED M
 FG0457'67 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0173 ***********************************************************************
 FG0173  DESIGNATION -  M 68
 FG0173  PID         -  FG0173
 FG0173  STATE/COUNTY-  AR/FAULKNER
 FG0173  USGS QUAD   -  GUY (1994)
 FG0173
 FG0173                         *CURRENT SURVEY CONTROL
 FG0173  ___________________________________________________________________
 FG0173* NAD 83(1986)-  35 18 03.     (N)    092 21 56.     (W)     SCALED    
 FG0173* NAVD 88     -       196.637  (meters)     645.13   (feet)  ADJUSTED  
 FG0173  ___________________________________________________________________
 FG0173  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG0173  DYNAMIC HT  -         196.454 (meters)     644.53  (feet)  COMP
 FG0173  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 FG0173
 FG0173  VERT ORDER  -  SECOND    CLASS 0
 FG0173
 FG0173.The horizontal coordinates were scaled from a topographic map and have
 FG0173.an estimated accuracy of +/- 6 seconds.
 FG0173
 FG0173.The orthometric height was determined by differential leveling
 FG0173.and adjusted by the National Geodetic Survey in June 1991..
 FG0173
 FG0173.The geoid height was determined by GEOID03.
 FG0173
 FG0173.The dynamic height is computed by dividing the NAVD 88
 FG0173.geopotential number by the normal gravity value computed on the
 FG0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0173.degrees latitude (g = 980.6199 gals.).
 FG0173
 FG0173.The modeled gravity was interpolated from observed gravity values.
 FG0173
 FG0173;                    North         East    Units  Estimated Accuracy
 FG0173;SPC AR N     -   107,400.      366,750.      MT  (+/- 180 meters Scaled)
 FG0173
 FG0173                          SUPERSEDED SURVEY CONTROL
 FG0173
 FG0173  NGVD 29 (??/??/92)  196.624  (m)          645.09   (f) ADJ UNCH    2 0
 FG0173
 FG0173.Superseded values are not recommended for survey control.
 FG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0173.See file dsdata.txt to determine how the superseded data were derived.
 FG0173
 FG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV576065(NAD 83)
 FG0173_MARKER: DB = BENCH MARK DISK
 FG0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0173_STAMPING: M 68 1934
 FG0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0173+STABILITY: SURFACE MOTION
 FG0173
 FG0173  HISTORY     - Date     Condition        Report By
 FG0173  HISTORY     - 1934     MONUMENTED       CGS
 FG0173  HISTORY     - 1962     GOOD             NGS
 FG0173
 FG0173                          STATION DESCRIPTION
 FG0173
 FG0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0173'2.5 MI S FROM GUY.
 FG0173'2.5 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT GUY,
 FG0173'125 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE T. H. MORGAN
 FG0173'FARMHOUSE, 43.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 14.3 FEET
 FG0173'NORTHWEST OF THE SOUTHEAST FENCE CORNER, AND 1.5 FEET NORTH OF THE
 FG0173'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED M 68 1934 AND SET IN
 FG0173'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1416 ***********************************************************************
 EJ1416  DESIGNATION -  M 7
 EJ1416  PID         -  EJ1416
 EJ1416  STATE/COUNTY-  AR/PIKE
 EJ1416  USGS QUAD   -  LANGLEY (1980)
 EJ1416
 EJ1416                         *CURRENT SURVEY CONTROL
 EJ1416  ___________________________________________________________________
 EJ1416* NAD 83(1986)-  34 18 31.     (N)    093 47 14.     (W)     SCALED    
 EJ1416* NAVD 88     -       249.162  (meters)     817.46   (feet)  ADJUSTED  
 EJ1416  ___________________________________________________________________
 EJ1416  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EJ1416  DYNAMIC HT  -         248.905 (meters)     816.62  (feet)  COMP
 EJ1416  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 EJ1416
 EJ1416  VERT ORDER  -  SECOND    CLASS 0
 EJ1416
 EJ1416.The horizontal coordinates were scaled from a topographic map and have
 EJ1416.an estimated accuracy of +/- 6 seconds.
 EJ1416
 EJ1416.The orthometric height was determined by differential leveling
 EJ1416.and adjusted by the National Geodetic Survey in June 1991..
 EJ1416
 EJ1416.The geoid height was determined by GEOID03.
 EJ1416
 EJ1416.The dynamic height is computed by dividing the NAVD 88
 EJ1416.geopotential number by the normal gravity value computed on the
 EJ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1416.degrees latitude (g = 980.6199 gals.).
 EJ1416
 EJ1416.The modeled gravity was interpolated from observed gravity values.
 EJ1416
 EJ1416;                    North         East    Units  Estimated Accuracy
 EJ1416;SPC AR S     -   583,550.      235,510.      MT  (+/- 180 meters Scaled)
 EJ1416
 EJ1416                          SUPERSEDED SURVEY CONTROL
 EJ1416
 EJ1416  NGVD 29 (??/??/92)  249.121  (m)          817.32   (f) ADJ UNCH    2 0
 EJ1416
 EJ1416.Superseded values are not recommended for survey control.
 EJ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1416.See file dsdata.txt to determine how the superseded data were derived.
 EJ1416
 EJ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT275966(NAD 83)
 EJ1416_MARKER: DB = BENCH MARK DISK
 EJ1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1416_STAMPING: M 7
 EJ1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1416+STABILITY: SURFACE MOTION
 EJ1416
 EJ1416  HISTORY     - Date     Condition        Report By
 EJ1416  HISTORY     - UNK      MONUMENTED       CGS
 EJ1416  HISTORY     - 1966     MARK NOT FOUND   NGS
 EJ1416  HISTORY     - 1977     MARK NOT FOUND   USGS
 EJ1416
 EJ1416                          STATION DESCRIPTION
 EJ1416
 EJ1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EJ1416'4 MI E FROM LANGLEY.
 EJ1416'THE MARK WAS SEARCHED FOR BUT NOT FOUND AT THIS DATE.  ABOUT 4 MILES
 EJ1416'EAST ALONG BAKER SPRINGS ROAD FROM THE PUBLIC SCHOOL AT LANGLEY, PIKE
 EJ1416'COUNTY, IN THE CENTRAL WEST PORTION OF THE NORTHWEST QUARTER OF
 EJ1416'SECTION 16, T5S, R 26 W, 47 FEET NORTH OF THE CENTER OF THE ROAD, 30
 EJ1416'FEET SOUTH AND 121 FEET WEST OF THE CENTER OF THE MILL CREEK CROSSING,
 EJ1416'AND 120 FEET EAST AND 600 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 EJ1416'J.C. LOWERY FARMHOUSE.  A STATE SURVEY STANDARD DISK, STAMPED M 7 1934
 EJ1416'AND SET IN THE TOP OF A CONCRETE POST.
 EJ1416
 EJ1416                          STATION RECOVERY (1977)
 EJ1416
 EJ1416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EJ1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0037 ***********************************************************************
 FG0037  DESIGNATION -  M 7
 FG0037  PID         -  FG0037
 FG0037  STATE/COUNTY-  AR/VAN BUREN
 FG0037  USGS QUAD   -  SHIRLEY (1981)
 FG0037
 FG0037                         *CURRENT SURVEY CONTROL
 FG0037  ___________________________________________________________________
 FG0037* NAD 83(1986)-  35 39 17.     (N)    092 19 02.     (W)     SCALED    
 FG0037* NAVD 88     -       165.388  (meters)     542.61   (feet)  ADJUSTED  
 FG0037  ___________________________________________________________________
 FG0037  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FG0037  DYNAMIC HT  -         165.239 (meters)     542.12  (feet)  COMP
 FG0037  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 FG0037
 FG0037  VERT ORDER  -  FIRST     CLASS II
 FG0037
 FG0037.The horizontal coordinates were scaled from a topographic map and have
 FG0037.an estimated accuracy of +/- 6 seconds.
 FG0037
 FG0037.The orthometric height was determined by differential leveling
 FG0037.and adjusted by the National Geodetic Survey in June 1991..
 FG0037
 FG0037.The geoid height was determined by GEOID03.
 FG0037
 FG0037.The dynamic height is computed by dividing the NAVD 88
 FG0037.geopotential number by the normal gravity value computed on the
 FG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0037.degrees latitude (g = 980.6199 gals.).
 FG0037
 FG0037.The modeled gravity was interpolated from observed gravity values.
 FG0037
 FG0037;                    North         East    Units  Estimated Accuracy
 FG0037;SPC AR N     -   146,640.      371,280.      MT  (+/- 180 meters Scaled)
 FG0037
 FG0037                          SUPERSEDED SURVEY CONTROL
 FG0037
 FG0037  NGVD 29 (??/??/92)  165.284  (m)          542.27   (f) ADJ UNCH    1 2
 FG0037
 FG0037.Superseded values are not recommended for survey control.
 FG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0037.See file dsdata.txt to determine how the superseded data were derived.
 FG0037
 FG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV618458(NAD 83)
 FG0037_MARKER: DB = BENCH MARK DISK
 FG0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0037_SP_SET: MONUMENT
 FG0037_STAMPING: M-7 1931
 FG0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0037
 FG0037  HISTORY     - Date     Condition        Report By
 FG0037  HISTORY     - 1931     MONUMENTED       CGS
 FG0037  HISTORY     - 1934     GOOD             NGS
 FG0037  HISTORY     - 1935     GOOD             NGS
 FG0037  HISTORY     - 20041228 MARK NOT FOUND   USPSQD
 FG0037
 FG0037                          STATION DESCRIPTION
 FG0037
 FG0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0037'IN SHIRLEY.
 FG0037'AT SHIRLEY, 43.4 FEET EAST OF SOUTHEAST CORNER OF M. AND N.A. RY.
 FG0037'STATION.  35.3 FEET NORTHWEST OF RAILWAY WATER TANK.  35.3 FEET NORTH
 FG0037'OF CENTERLINE OF NEAREST TRACK.  23.3 FEET SOUTHWEST OF TELEPHONE
 FG0037'POLE.  STANDARD DISK IN CONCRETE MONUMENT.
 FG0037
 FG0037                          STATION RECOVERY (1935)
 FG0037
 FG0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0037'RECOVERED IN GOOD CONDITION.
 FG0037
 FG0037                          STATION RECOVERY (2004)
 FG0037
 FG0037'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FG0037'MARK NOT FOUND. RAILROAD STATION AND RAILROAD NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0284 ***********************************************************************
 GE0284  DESIGNATION -  M 7 8
 GE0284  PID         -  GE0284
 GE0284  STATE/COUNTY-  AR/RANDOLPH
 GE0284  USGS QUAD   -  POCAHONTAS (1981)
 GE0284
 GE0284                         *CURRENT SURVEY CONTROL
 GE0284  ___________________________________________________________________
 GE0284* NAD 83(1986)-  36 15 43.     (N)    090 58 05.     (W)     SCALED    
 GE0284* NAVD 88     -        85.465  (meters)     280.40   (feet)  ADJUSTED  
 GE0284  ___________________________________________________________________
 GE0284  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE0284  DYNAMIC HT  -          85.395 (meters)     280.17  (feet)  COMP
 GE0284  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GE0284
 GE0284  VERT ORDER  -  SECOND    CLASS 0
 GE0284
 GE0284.The horizontal coordinates were scaled from a topographic map and have
 GE0284.an estimated accuracy of +/- 6 seconds.
 GE0284
 GE0284.The orthometric height was determined by differential leveling
 GE0284.and adjusted by the National Geodetic Survey in June 1991..
 GE0284
 GE0284.The geoid height was determined by GEOID03.
 GE0284
 GE0284.The dynamic height is computed by dividing the NAVD 88
 GE0284.geopotential number by the normal gravity value computed on the
 GE0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0284.degrees latitude (g = 980.6199 gals.).
 GE0284
 GE0284.The modeled gravity was interpolated from observed gravity values.
 GE0284
 GE0284;                    North         East    Units  Estimated Accuracy
 GE0284;SPC AR N     -   214,460.      492,730.      MT  (+/- 180 meters Scaled)
 GE0284
 GE0284                          SUPERSEDED SURVEY CONTROL
 GE0284
 GE0284  NGVD 29 (??/??/92)   85.397  (m)          280.17   (f) ADJ UNCH    2 0
 GE0284
 GE0284.Superseded values are not recommended for survey control.
 GE0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0284.See file dsdata.txt to determine how the superseded data were derived.
 GE0284
 GE0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA825149(NAD 83)
 GE0284_MARKER: DD = SURVEY DISK
 GE0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0284_STAMPING: M 7-8
 GE0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0284+STABILITY: SURFACE MOTION
 GE0284
 GE0284  HISTORY     - Date     Condition        Report By
 GE0284  HISTORY     - UNK      MONUMENTED       DOD
 GE0284  HISTORY     - 1943     GOOD             NGS
 GE0284  HISTORY     - 1943     GOOD             NGS
 GE0284  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0284
 GE0284                          STATION DESCRIPTION
 GE0284
 GE0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GE0284'AT POCAHONTAS.
 GE0284'AT POCAHONTAS, RANDOLPH COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GE0284'RAILWAY, 100 FEET NORTHWEST OF THE NORTH CORNER OF THE STATION, 100
 GE0284'FEET NORTHWEST OF MILEPOST 245, ON THE SLOPE OF A HILL, AND 20
 GE0284'FEET NORTHWEST OF A SWITCH TRACK.  A STANDARD DISK, STAMPED M
 GE0284'7-8 AND SET IN A CYCLINDER OF CONCRETE.
 GE0284
 GE0284                          STATION RECOVERY (1943)
 GE0284
 GE0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 GE0284'RECOVERED IN GOOD CONDITION.
 GE0284
 GE0284                          STATION RECOVERY (2002)
 GE0284
 GE0284'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0009 ***********************************************************************
 EJ0009  DESIGNATION -  M 70
 EJ0009  PID         -  EJ0009
 EJ0009  STATE/COUNTY-  AR/PULASKI
 EJ0009  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0009
 EJ0009                         *CURRENT SURVEY CONTROL
 EJ0009  ___________________________________________________________________
 EJ0009* NAD 83(1986)-  34 51 48.     (N)    092 21 48.     (W)     SCALED    
 EJ0009* NAVD 88     -        81.516  (meters)     267.44   (feet)  ADJUSTED  
 EJ0009  ___________________________________________________________________
 EJ0009  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ0009  DYNAMIC HT  -          81.440 (meters)     267.19  (feet)  COMP
 EJ0009  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 EJ0009
 EJ0009  VERT ORDER  -  FIRST     CLASS II
 EJ0009
 EJ0009.The horizontal coordinates were scaled from a topographic map and have
 EJ0009.an estimated accuracy of +/- 6 seconds.
 EJ0009
 EJ0009.The orthometric height was determined by differential leveling
 EJ0009.and adjusted by the National Geodetic Survey in June 1991..
 EJ0009.WARNING-Repeat measurements at this control monument indicate possible
 EJ0009.vertical movement.
 EJ0009
 EJ0009.The geoid height was determined by GEOID03.
 EJ0009
 EJ0009.The dynamic height is computed by dividing the NAVD 88
 EJ0009.geopotential number by the normal gravity value computed on the
 EJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0009.degrees latitude (g = 980.6199 gals.).
 EJ0009
 EJ0009.The modeled gravity was interpolated from observed gravity values.
 EJ0009
 EJ0009;                    North         East    Units  Estimated Accuracy
 EJ0009;SPC AR S     -   643,710.      366,780.      MT  (+/- 180 meters Scaled)
 EJ0009
 EJ0009                          SUPERSEDED SURVEY CONTROL
 EJ0009
 EJ0009  NGVD 29 (06/07/95)   81.581  (m)          267.65   (f) ADJUSTED    1 2
 EJ0009
 EJ0009.Superseded values are not recommended for survey control.
 EJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0009.See file dsdata.txt to determine how the superseded data were derived.
 EJ0009
 EJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU581580(NAD 83)
 EJ0009_MARKER: DB = BENCH MARK DISK
 EJ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0009_STAMPING: M 70 1934
 EJ0009_MARK LOGO: CGS   
 EJ0009_PROJECTION: PROJECTING 18 CENTIMETERS
 EJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0009+STABILITY: SURFACE MOTION
 EJ0009
 EJ0009  HISTORY     - Date     Condition        Report By
 EJ0009  HISTORY     - 1934     MONUMENTED       CGS
 EJ0009  HISTORY     - 1967     GOOD             NGS
 EJ0009  HISTORY     - 1984     GOOD             NGS
 EJ0009  HISTORY     - 1987     GOOD             USPSQD
 EJ0009  HISTORY     - 1988     GOOD             USPSQD
 EJ0009  HISTORY     - 1988     GOOD             USPSQD
 EJ0009  HISTORY     - 1989     GOOD             USPSQD
 EJ0009  HISTORY     - 1989     GOOD             USPSQD
 EJ0009
 EJ0009                          STATION DESCRIPTION
 EJ0009
 EJ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0009'IN MARCHE.
 EJ0009'IT IS 93 FEET NORTHWEST OF THE MARCHE SIGN, 98 FEET WEST OF THE WEST
 EJ0009'RAIL OF THE TRACKS, 40 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 15
 EJ0009'FEET SOUTHWEST OF A FENCE CORNER, 12 SOUTH OF A T-FENCE INTERSECTION,
 EJ0009'2 FEET EAST OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST AND SET IN
 EJ0009'THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EJ0009
 EJ0009                          STATION RECOVERY (1984)
 EJ0009
 EJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0009'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.6 KM
 EJ0009'(7.25 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE INTERSTATE 40
 EJ0009'OVERPASS, THENCE 1.4 KM (0.9 MI) WEST ALONG MARCHE LATTERAL ROAD,
 EJ0009'THENCE 1.0 KM (0.6 MI) SOUTH ALONG MARCHE ROAD TO A T ROAD AFTER
 EJ0009'CROSSING THE RAILROAD TRACKS, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG
 EJ0009'GUBANSKI ROAD TO A PRIVATE DRIVE LEADING SOUTHWEST, 30.02 METERS
 EJ0009'(98.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 13.25 METERS (43.5 FT)
 EJ0009'SOUTHWEST OF THE CENTER OF GUBANSKI ROAD, 6.24 METERS (20.0 FT) NORTH
 EJ0009'OF A 1.52 METERS (5.0 FT) POWERLINE POLE SERVING AS A FENCE POST, AND
 EJ0009'1.73 METERS (5.7 FT) EAST OF A FENCE.
 EJ0009'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EJ0009
 EJ0009                          STATION RECOVERY (1987)
 EJ0009
 EJ0009'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ0009'RECOVERED IN GOOD CONDITION.
 EJ0009
 EJ0009                          STATION RECOVERY (1988)
 EJ0009
 EJ0009'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0009'RECOVERED IN GOOD CONDITION.
 EJ0009
 EJ0009                          STATION RECOVERY (1988)
 EJ0009
 EJ0009'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0009'RECOVERED IN GOOD CONDITION.
 EJ0009
 EJ0009                          STATION RECOVERY (1989)
 EJ0009
 EJ0009'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0009'RECOVERED IN GOOD CONDITION.
 EJ0009
 EJ0009                          STATION RECOVERY (1989)
 EJ0009
 EJ0009'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0405 ***********************************************************************
 FG0405  DESIGNATION -  M 71
 FG0405  PID         -  FG0405
 FG0405  STATE/COUNTY-  AR/PERRY
 FG0405  USGS QUAD   -  HOUSTON (1990)
 FG0405
 FG0405                         *CURRENT SURVEY CONTROL
 FG0405  ___________________________________________________________________
 FG0405* NAD 83(1986)-  35 01 16.     (N)    092 40 20.     (W)     SCALED    
 FG0405* NAVD 88     -        88.620  (meters)     290.75   (feet)  ADJUSTED  
 FG0405  ___________________________________________________________________
 FG0405  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FG0405  DYNAMIC HT  -          88.536 (meters)     290.47  (feet)  COMP
 FG0405  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 FG0405
 FG0405  VERT ORDER  -  SECOND    CLASS 0
 FG0405
 FG0405.The horizontal coordinates were scaled from a topographic map and have
 FG0405.an estimated accuracy of +/- 6 seconds.
 FG0405
 FG0405.The orthometric height was determined by differential leveling
 FG0405.and adjusted by the National Geodetic Survey in June 1991..
 FG0405
 FG0405.The geoid height was determined by GEOID03.
 FG0405
 FG0405.The dynamic height is computed by dividing the NAVD 88
 FG0405.geopotential number by the normal gravity value computed on the
 FG0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0405.degrees latitude (g = 980.6199 gals.).
 FG0405
 FG0405.The modeled gravity was interpolated from observed gravity values.
 FG0405
 FG0405;                    North         East    Units  Estimated Accuracy
 FG0405;SPC AR N     -    76,510.      338,650.      MT  (+/- 180 meters Scaled)
 FG0405
 FG0405                          SUPERSEDED SURVEY CONTROL
 FG0405
 FG0405  NGVD 29 (??/??/92)   88.648  (m)          290.84   (f) ADJ UNCH    2 0
 FG0405
 FG0405.Superseded values are not recommended for survey control.
 FG0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0405.See file dsdata.txt to determine how the superseded data were derived.
 FG0405
 FG0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU299754(NAD 83)
 FG0405_MARKER: DB = BENCH MARK DISK
 FG0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0405_SP_SET: BRIDGE
 FG0405_STAMPING: M-71 1934
 FG0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0405
 FG0405  HISTORY     - Date     Condition        Report By
 FG0405  HISTORY     - 1934     MONUMENTED       CGS
 FG0405
 FG0405                          STATION DESCRIPTION
 FG0405
 FG0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0405'1.4 MI E FROM HOUSTON.
 FG0405'TABLET SET HORIZONTALLY ON NORTHEAST CORNER OF RAILROAD OVERHEAD
 FG0405'BRIDGE OVER FARM ROAD.  82.5 FEET SOUTHEAST OF TELEPHONE POLE MARKED
 FG0405'175/5.  14.5 FEET NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 FG0405'PACIFIC R.R.  1.1 FT. WEST OF EAST END OF CULVERT.  1 FT. SOUTH OF
 FG0405'NORTH EDGE OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1238 ***********************************************************************
 FF1238  DESIGNATION -  M 74
 FF1238  PID         -  FF1238
 FF1238  STATE/COUNTY-  AR/WOODRUFF
 FF1238  USGS QUAD   -  MC CRORY (1980)
 FF1238
 FF1238                         *CURRENT SURVEY CONTROL
 FF1238  ___________________________________________________________________
 FF1238* NAD 83(1986)-  35 18 23.     (N)    091 14 18.     (W)     SCALED    
 FF1238* NAVD 88     -        63.718  (meters)     209.05   (feet)  ADJUSTED  
 FF1238  ___________________________________________________________________
 FF1238  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1238  DYNAMIC HT  -          63.661 (meters)     208.86  (feet)  COMP
 FF1238  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 FF1238
 FF1238  VERT ORDER  -  SECOND    CLASS 0
 FF1238
 FF1238.The horizontal coordinates were scaled from a topographic map and have
 FF1238.an estimated accuracy of +/- 6 seconds.
 FF1238
 FF1238.The orthometric height was determined by differential leveling
 FF1238.and adjusted by the National Geodetic Survey in June 1991..
 FF1238
 FF1238.The geoid height was determined by GEOID03.
 FF1238
 FF1238.The dynamic height is computed by dividing the NAVD 88
 FF1238.geopotential number by the normal gravity value computed on the
 FF1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1238.degrees latitude (g = 980.6199 gals.).
 FF1238
 FF1238.The modeled gravity was interpolated from observed gravity values.
 FF1238
 FF1238;                    North         East    Units  Estimated Accuracy
 FF1238;SPC AR N     -   108,220.      469,270.      MT  (+/- 180 meters Scaled)
 FF1238
 FF1238                          SUPERSEDED SURVEY CONTROL
 FF1238
 FF1238  NGVD 29 (??/??/??)   63.677  (m)          208.91   (f) ADJUSTED    2 0
 FF1238
 FF1238.Superseded values are not recommended for survey control.
 FF1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1238.See file dsdata.txt to determine how the superseded data were derived.
 FF1238
 FF1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV601084(NAD 83)
 FF1238_MARKER: DB = BENCH MARK DISK
 FF1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1238_STAMPING: M 74 1934
 FF1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1238+STABILITY: SURFACE MOTION
 FF1238
 FF1238  HISTORY     - Date     Condition        Report By
 FF1238  HISTORY     - 1934     MONUMENTED       CGS
 FF1238  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1238
 FF1238                          STATION DESCRIPTION
 FF1238
 FF1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1238'3.3 MI N FROM PATTERSON.
 FF1238'3.3 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1238'PACIFIC RAILROAD FROM THE STATION AT PATTERSON, WOODRUFF COUNTY,
 FF1238'AT POLE 29/5, 760 FEET NORTH OF A SHACK, ON THE SUMMIT OF A LOW
 FF1238'RIDGE, 36 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 18 FEET
 FF1238'SOUTH OF THE CENTER OF A LARGE GATE IN THE RIGHT-OF-WAY FENCE.
 FF1238'A STANDARD DISK, STAMPED M 74 1934 AND SET IN THE TOP OF A
 FF1238'CONCRETE POST.
 FF1238
 FF1238                          STATION RECOVERY (2003)
 FF1238
 FF1238'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1161 ***********************************************************************
 FF1161  DESIGNATION -  M 75
 FF1161  PID         -  FF1161
 FF1161  STATE/COUNTY-  AR/CRAIGHEAD
 FF1161  USGS QUAD   -  GRUBBS (1965)
 FF1161
 FF1161                         *CURRENT SURVEY CONTROL
 FF1161  ___________________________________________________________________
 FF1161* NAD 83(1986)-  35 41 28.     (N)    091 01 08.     (W)     SCALED    
 FF1161* NAVD 88     -        72.754  (meters)     238.69   (feet)  ADJUSTED  
 FF1161  ___________________________________________________________________
 FF1161  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FF1161  DYNAMIC HT  -          72.692 (meters)     238.49  (feet)  COMP
 FF1161  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 FF1161
 FF1161  VERT ORDER  -  SECOND    CLASS 0
 FF1161
 FF1161.The horizontal coordinates were scaled from a topographic map and have
 FF1161.an estimated accuracy of +/- 6 seconds.
 FF1161
 FF1161.The orthometric height was determined by differential leveling
 FF1161.and adjusted by the National Geodetic Survey in June 1991..
 FF1161
 FF1161.The geoid height was determined by GEOID03.
 FF1161
 FF1161.The dynamic height is computed by dividing the NAVD 88
 FF1161.geopotential number by the normal gravity value computed on the
 FF1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1161.degrees latitude (g = 980.6199 gals.).
 FF1161
 FF1161.The modeled gravity was interpolated from observed gravity values.
 FF1161
 FF1161;                    North         East    Units  Estimated Accuracy
 FF1161;SPC AR N     -   151,080.      488,800.      MT  (+/- 180 meters Scaled)
 FF1161
 FF1161                          SUPERSEDED SURVEY CONTROL
 FF1161
 FF1161  NGVD 29 (??/??/??)   72.681  (m)          238.45   (f) ADJUSTED    2 0
 FF1161
 FF1161.Superseded values are not recommended for survey control.
 FF1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1161.See file dsdata.txt to determine how the superseded data were derived.
 FF1161
 FF1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV792514(NAD 83)
 FF1161_MARKER: DB = BENCH MARK DISK
 FF1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1161_STAMPING: M 75 1935
 FF1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1161+STABILITY: SURFACE MOTION
 FF1161
 FF1161  HISTORY     - Date     Condition        Report By
 FF1161  HISTORY     - 1935     MONUMENTED       CGS
 FF1161  HISTORY     - 1955     GOOD             CGS
 FF1161  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1161
 FF1161                          STATION DESCRIPTION
 FF1161
 FF1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1161'8.8 MI SW FROM CASH.
 FF1161'ABOUT 8.8 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 FF1161'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 280 FEET WEST OF THE
 FF1161'WEST CONCRETE HEAD WALL OF A CULVERT, AT THE JUNCTION WITH A
 FF1161'FARM ROAD LEADING NORTH, 104 FEET NORTH OF THE CENTER LINE OF
 FF1161'THE HIGHWAY, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 FF1161'64 FEET SOUTHWEST OF A WIRE FENCE CORNER.  A STANDARD DISK,
 FF1161'STAMPED M 75 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1161
 FF1161                          STATION RECOVERY (1955)
 FF1161
 FF1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF1161'RECOVERED IN GOOD CONDITION.
 FF1161
 FF1161                          STATION RECOVERY (1964)
 FF1161
 FF1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0795 ***********************************************************************
 FF0795  DESIGNATION -  M 76
 FF0795  PID         -  FF0795
 FF0795  STATE/COUNTY-  AR/POINSETT
 FF0795  USGS QUAD   -  HARRISBURG (1983)
 FF0795
 FF0795                         *CURRENT SURVEY CONTROL
 FF0795  ___________________________________________________________________
 FF0795* NAD 83(1986)-  35 33 48.     (N)    090 43 30.     (W)     SCALED    
 FF0795* NAVD 88     -        83.852  (meters)     275.10   (feet)  ADJUSTED  
 FF0795  ___________________________________________________________________
 FF0795  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF0795  DYNAMIC HT  -          83.778 (meters)     274.86  (feet)  COMP
 FF0795  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 FF0795
 FF0795  VERT ORDER  -  FIRST     CLASS II
 FF0795
 FF0795.The horizontal coordinates were scaled from a topographic map and have
 FF0795.an estimated accuracy of +/- 6 seconds.
 FF0795
 FF0795.The orthometric height was determined by differential leveling
 FF0795.and adjusted by the National Geodetic Survey in June 1991..
 FF0795
 FF0795.The geoid height was determined by GEOID03.
 FF0795
 FF0795.The dynamic height is computed by dividing the NAVD 88
 FF0795.geopotential number by the normal gravity value computed on the
 FF0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0795.degrees latitude (g = 980.6199 gals.).
 FF0795
 FF0795.The modeled gravity was interpolated from observed gravity values.
 FF0795
 FF0795;                    North         East    Units  Estimated Accuracy
 FF0795;SPC AR N     -   137,210.      515,580.      MT  (+/- 180 meters Scaled)
 FF0795
 FF0795                          SUPERSEDED SURVEY CONTROL
 FF0795
 FF0795  NGVD 29 (??/??/??)   83.793  (m)          274.91   (f) ADJUSTED    1 2
 FF0795
 FF0795.Superseded values are not recommended for survey control.
 FF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0795.See file dsdata.txt to determine how the superseded data were derived.
 FF0795
 FF0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV061378(NAD 83)
 FF0795_MARKER: DB = BENCH MARK DISK
 FF0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0795_STAMPING: M 76 1934
 FF0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0795+STABILITY: SURFACE MOTION
 FF0795
 FF0795  HISTORY     - Date     Condition        Report By
 FF0795  HISTORY     - 1934     MONUMENTED       CGS
 FF0795  HISTORY     - 1956     GOOD             CGS
 FF0795  HISTORY     - 20020827 MARK NOT FOUND   USACE
 FF0795
 FF0795                          STATION DESCRIPTION
 FF0795
 FF0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0795'AT HARRISBURG.
 FF0795'AT HARRISBURG, ON THE EAST EDGE OF GROUNDS OF HARRISBURG HIGH
 FF0795'SCHOOL, 94 FEET EAST-SOUTHEAST OF NORTHEAST CORNER OF BUILDING,
 FF0795'93 FEET EAST-NORTHEAST OF SOUTHEAST CORNER OF BUILDING, 3 FEET
 FF0795'NORTHWEST OF A GASOLINE PUMP, 12 FEET SOUTHWEST OF A 24-INCH
 FF0795'LOCUST TREE, 183 FEET SOUTH OF CENTER LINE OF A STREET, 62
 FF0795'FEET SOUTHWEST OF SOUTHWEST CORNER OF A HOUSE WITH ASBESTOS
 FF0795'SIDING, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FF0795'INCHES.
 FF0795
 FF0795                          STATION RECOVERY (2002)
 FF0795
 FF0795'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0781 ***********************************************************************
 EJ0781  DESIGNATION -  M 78
 EJ0781  PID         -  EJ0781
 EJ0781  STATE/COUNTY-  AR/GARLAND
 EJ0781  USGS QUAD   -  LONSDALE (1984)
 EJ0781
 EJ0781                         *CURRENT SURVEY CONTROL
 EJ0781  ___________________________________________________________________
 EJ0781* NAD 83(1986)-  34 32 39.     (N)    092 48 44.     (W)     SCALED    
 EJ0781* NAVD 88     -       130.273  (meters)     427.40   (feet)  ADJUSTED  
 EJ0781  ___________________________________________________________________
 EJ0781  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EJ0781  DYNAMIC HT  -         130.148 (meters)     426.99  (feet)  COMP
 EJ0781  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 EJ0781
 EJ0781  VERT ORDER  -  SECOND    CLASS 0
 EJ0781
 EJ0781.The horizontal coordinates were scaled from a topographic map and have
 EJ0781.an estimated accuracy of +/- 6 seconds.
 EJ0781
 EJ0781.The orthometric height was determined by differential leveling
 EJ0781.and adjusted by the National Geodetic Survey in June 1991..
 EJ0781
 EJ0781.The geoid height was determined by GEOID03.
 EJ0781
 EJ0781.The dynamic height is computed by dividing the NAVD 88
 EJ0781.geopotential number by the normal gravity value computed on the
 EJ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0781.degrees latitude (g = 980.6199 gals.).
 EJ0781
 EJ0781.The modeled gravity was interpolated from observed gravity values.
 EJ0781
 EJ0781;                    North         East    Units  Estimated Accuracy
 EJ0781;SPC AR S     -   608,540.      325,450.      MT  (+/- 180 meters Scaled)
 EJ0781
 EJ0781                          SUPERSEDED SURVEY CONTROL
 EJ0781
 EJ0781  NGVD 29 (??/??/92)  130.286  (m)          427.45   (f) ADJ UNCH    2 0
 EJ0781
 EJ0781.Superseded values are not recommended for survey control.
 EJ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0781.See file dsdata.txt to determine how the superseded data were derived.
 EJ0781
 EJ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU172225(NAD 83)
 EJ0781_MARKER: DB = BENCH MARK DISK
 EJ0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0781_STAMPING: M-78 1935
 EJ0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0781+STABILITY: SURFACE MOTION
 EJ0781
 EJ0781  HISTORY     - Date     Condition        Report By
 EJ0781  HISTORY     - 1935     MONUMENTED       CGS
 EJ0781  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0781
 EJ0781                          STATION DESCRIPTION
 EJ0781
 EJ0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0781'IN LONSDALE.
 EJ0781'TABLET SET AT MISSOURI PACIFIC R.R.STATION.  43.4 FEET SOUTH OF
 EJ0781'CENTERLINE OF MISSOURI PACIFIC MAIN TRACK.  37.1 FT. WEST OF SOUTHWEST
 EJ0781'CORNER OF MISSOURI PACIFIC R.R. STATION.  24.4 FT. NORTH OF CENTERLINE
 EJ0781'OF STREET PARALLELING RAILROAD.  17.2 FT. WEST OF TELEPHONE POLE.
 EJ0781'TABLET SET IN PRECAST CONCRETE POST.
 EJ0781
 EJ0781                          STATION RECOVERY (1972)
 EJ0781
 EJ0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0755 ***********************************************************************
 EJ0755  DESIGNATION -  M 79
 EJ0755  PID         -  EJ0755
 EJ0755  STATE/COUNTY-  AR/SALINE
 EJ0755  USGS QUAD   -  BENTON (1984)
 EJ0755
 EJ0755                         *CURRENT SURVEY CONTROL
 EJ0755  ___________________________________________________________________
 EJ0755* NAD 83(1986)-  34 32 27.     (N)    092 36 20.     (W)     SCALED    
 EJ0755* NAVD 88     -        88.114  (meters)     289.09   (feet)  ADJUSTED  
 EJ0755  ___________________________________________________________________
 EJ0755  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ0755  DYNAMIC HT  -          88.032 (meters)     288.82  (feet)  COMP
 EJ0755  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 EJ0755
 EJ0755  VERT ORDER  -  SECOND    CLASS 0
 EJ0755
 EJ0755.The horizontal coordinates were scaled from a topographic map and have
 EJ0755.an estimated accuracy of +/- 6 seconds.
 EJ0755
 EJ0755.The orthometric height was determined by differential leveling
 EJ0755.and adjusted by the National Geodetic Survey in June 1991..
 EJ0755
 EJ0755.The geoid height was determined by GEOID03.
 EJ0755
 EJ0755.The dynamic height is computed by dividing the NAVD 88
 EJ0755.geopotential number by the normal gravity value computed on the
 EJ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0755.degrees latitude (g = 980.6199 gals.).
 EJ0755
 EJ0755.The modeled gravity was interpolated from observed gravity values.
 EJ0755
 EJ0755;                    North         East    Units  Estimated Accuracy
 EJ0755;SPC AR S     -   608,040.      344,420.      MT  (+/- 180 meters Scaled)
 EJ0755
 EJ0755                          SUPERSEDED SURVEY CONTROL
 EJ0755
 EJ0755  NGVD 29 (??/??/92)   88.140  (m)          289.17   (f) ADJ UNCH    2 0
 EJ0755
 EJ0755.Superseded values are not recommended for survey control.
 EJ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0755.See file dsdata.txt to determine how the superseded data were derived.
 EJ0755
 EJ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU361221(NAD 83)
 EJ0755_MARKER: DB = BENCH MARK DISK
 EJ0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0755_SP_SET: ABUTMENT
 EJ0755_STAMPING: M-79 1935
 EJ0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0755
 EJ0755  HISTORY     - Date     Condition        Report By
 EJ0755  HISTORY     - 1935     MONUMENTED       CGS
 EJ0755  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0755  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0755
 EJ0755                          STATION DESCRIPTION
 EJ0755
 EJ0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0755'1.6 MI S FROM BENTON.
 EJ0755'1.6 MILE SOUTH OF, ALONG M.P.R.R., FROM RY.STATION.  TABLET SET
 EJ0755'HORIZONTALLY ON NORTHWEST END OF NORTHEAST ABUTMENT TO RAILROAD BRIDGE
 EJ0755'NO. 567 OVER SALINE RIVER.  ABOUT 300 FT. SOUTHWEST OF MM JUNCTION
 EJ0755'MARKER.  ABOUT 130 FT. SOUTHWEST OF R.R.SIGNAL STAND NO. 3704. 6.7 FT.
 EJ0755'NORTHWEST OF CENTERLINE OF MISSOURI PACIFIC R.R..  1.7 FT. SOUTHEAST
 EJ0755'OF TOP OF SLOPE IN NORTHWEST END OF ABUTMENT.
 EJ0755
 EJ0755                          STATION RECOVERY (1990)
 EJ0755
 EJ0755'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EJ0755'MARK NOT FOUND.
 EJ0755
 EJ0755                          STATION RECOVERY (1998)
 EJ0755
 EJ0755'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1313 ***********************************************************************
 FF1313  DESIGNATION -  M 8
 FF1313  PID         -  FF1313
 FF1313  STATE/COUNTY-  AR/WHITE
 FF1313  USGS QUAD   -  KENSETT (1994)
 FF1313
 FF1313                         *CURRENT SURVEY CONTROL
 FF1313  ___________________________________________________________________
 FF1313* NAD 83(1986)-  35 13 53.     (N)    091 40 03.     (W)     SCALED    
 FF1313* NAVD 88     -        69.836  (meters)     229.12   (feet)  ADJUSTED  
 FF1313  ___________________________________________________________________
 FF1313  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1313  DYNAMIC HT  -          69.773 (meters)     228.91  (feet)  COMP
 FF1313  MODELED GRAV-     979,734.0   (mgal)                       NAVD 88
 FF1313
 FF1313  VERT ORDER  -  FIRST     CLASS II
 FF1313
 FF1313.The horizontal coordinates were scaled from a topographic map and have
 FF1313.an estimated accuracy of +/- 6 seconds.
 FF1313
 FF1313.The orthometric height was determined by differential leveling
 FF1313.and adjusted by the National Geodetic Survey in June 1991..
 FF1313
 FF1313.The geoid height was determined by GEOID03.
 FF1313
 FF1313.The dynamic height is computed by dividing the NAVD 88
 FF1313.geopotential number by the normal gravity value computed on the
 FF1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1313.degrees latitude (g = 980.6199 gals.).
 FF1313
 FF1313.The modeled gravity was interpolated from observed gravity values.
 FF1313
 FF1313;                    North         East    Units  Estimated Accuracy
 FF1313;SPC AR N     -    99,680.      430,270.      MT  (+/- 180 meters Scaled)
 FF1313
 FF1313                          SUPERSEDED SURVEY CONTROL
 FF1313
 FF1313  NGVD 29 (??/??/??)   69.793  (m)          228.98   (f) ADJUSTED    1 2
 FF1313
 FF1313.Superseded values are not recommended for survey control.
 FF1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1313.See file dsdata.txt to determine how the superseded data were derived.
 FF1313
 FF1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU212995(NAD 83)
 FF1313_MARKER: DB = BENCH MARK DISK
 FF1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1313_SP_SET: BUILDING
 FF1313_STAMPING: 228.979 M 8 1931
 FF1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1313+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 FF1313
 FF1313  HISTORY     - Date     Condition        Report By
 FF1313  HISTORY     - 1931     MONUMENTED       CGS
 FF1313  HISTORY     - 1937     GOOD             CGS
 FF1313  HISTORY     - 1990     GOOD             USPSQD
 FF1313  HISTORY     - 20030630 GOOD             USACE
 FF1313
 FF1313                          STATION DESCRIPTION
 FF1313
 FF1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1313'AT KENSETT.
 FF1313'AT KENSETT, WHITE COUNTY, IN THE NORTHWEST BRICK WALL OF THE BANK
 FF1313'BUILDING, 18 FEET NORTHEAST OF THE WEST CORNER, AND ABOUT 5 FEET
 FF1313'HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED 228.979 M 8
 FF1313'1931 AND SET VERTICALLY.
 FF1313
 FF1313                          STATION RECOVERY (1937)
 FF1313
 FF1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 FF1313'RECOVERED IN GOOD CONDITION.
 FF1313
 FF1313                          STATION RECOVERY (1990)
 FF1313
 FF1313'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1313'RECOVERED IN GOOD CONDITION.
 FF1313
 FF1313                          STATION RECOVERY (2003)
 FF1313
 FF1313'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0558 ***********************************************************************
 EJ0558  DESIGNATION -  M 80
 EJ0558  PID         -  EJ0558
 EJ0558  STATE/COUNTY-  AR/JEFFERSON
 EJ0558  USGS QUAD   -  HARDIN (1984)
 EJ0558
 EJ0558                         *CURRENT SURVEY CONTROL
 EJ0558  ___________________________________________________________________
 EJ0558* NAD 83(1986)-  34 16 14.     (N)    092 12 41.     (W)     SCALED    
 EJ0558* NAVD 88     -       103.819  (meters)     340.61   (feet)  ADJUSTED  
 EJ0558  ___________________________________________________________________
 EJ0558  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ0558  DYNAMIC HT  -         103.719 (meters)     340.28  (feet)  COMP
 EJ0558  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 EJ0558
 EJ0558  VERT ORDER  -  SECOND    CLASS 0
 EJ0558
 EJ0558.The horizontal coordinates were scaled from a topographic map and have
 EJ0558.an estimated accuracy of +/- 6 seconds.
 EJ0558
 EJ0558.The orthometric height was determined by differential leveling
 EJ0558.and adjusted by the National Geodetic Survey in June 1991..
 EJ0558
 EJ0558.The geoid height was determined by GEOID03.
 EJ0558
 EJ0558.The dynamic height is computed by dividing the NAVD 88
 EJ0558.geopotential number by the normal gravity value computed on the
 EJ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0558.degrees latitude (g = 980.6199 gals.).
 EJ0558
 EJ0558.The modeled gravity was interpolated from observed gravity values.
 EJ0558
 EJ0558;                    North         East    Units  Estimated Accuracy
 EJ0558;SPC AR S     -   577,910.      380,530.      MT  (+/- 180 meters Scaled)
 EJ0558
 EJ0558                          SUPERSEDED SURVEY CONTROL
 EJ0558
 EJ0558  NGVD 29 (??/??/92)  103.877  (m)          340.80   (f) ADJ UNCH    2 0
 EJ0558
 EJ0558.Superseded values are not recommended for survey control.
 EJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0558.See file dsdata.txt to determine how the superseded data were derived.
 EJ0558
 EJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT725924(NAD 83)
 EJ0558_MARKER: DB = BENCH MARK DISK
 EJ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0558_STAMPING: M 80 1935
 EJ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0558+STABILITY: SURFACE MOTION
 EJ0558
 EJ0558  HISTORY     - Date     Condition        Report By
 EJ0558  HISTORY     - 1935     MONUMENTED       CGS
 EJ0558  HISTORY     - 1937     GOOD             ARGS
 EJ0558  HISTORY     - 1970     MARK NOT FOUND   USGS
 EJ0558
 EJ0558                          STATION DESCRIPTION
 EJ0558
 EJ0558'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0558'0.4 MI W FROM DOYLESTOWN.
 EJ0558'0.4 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 EJ0558'DOYLESTOWN, NEAR THE JEFFERSON-GRANT COUNTY LINE, 73 FEET SOUTH OF
 EJ0558'POLE 401+04, 45 FEET SOUTH OF THE SOUTH RAIL, 4 FEET SOUTH OF A 8-INCH
 EJ0558'BLACK GUM TREE, 3.5 FEET NORTH OF RAILROAD RIGHT-OF-WAY FENCE. A
 EJ0558'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 EJ0558
 EJ0558                          STATION RECOVERY (1970)
 EJ0558
 EJ0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EJ0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0686 ***********************************************************************
 EJ0686  DESIGNATION -  M 81
 EJ0686  PID         -  EJ0686
 EJ0686  STATE/COUNTY-  AR/DALLAS
 EJ0686  USGS QUAD   -  CARTHAGE (1984)
 EJ0686
 EJ0686                         *CURRENT SURVEY CONTROL
 EJ0686  ___________________________________________________________________
 EJ0686* NAD 83(1986)-  34 04 38.     (N)    092 33 16.     (W)     SCALED    
 EJ0686* NAVD 88     -        91.425  (meters)     299.95   (feet)  ADJUSTED  
 EJ0686  ___________________________________________________________________
 EJ0686  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EJ0686  DYNAMIC HT  -          91.334 (meters)     299.65  (feet)  COMP
 EJ0686  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 EJ0686
 EJ0686  VERT ORDER  -  SECOND    CLASS 0
 EJ0686
 EJ0686.The horizontal coordinates were scaled from a topographic map and have
 EJ0686.an estimated accuracy of +/- 6 seconds.
 EJ0686
 EJ0686.The orthometric height was determined by differential leveling
 EJ0686.and adjusted by the National Geodetic Survey in June 1991..
 EJ0686
 EJ0686.The geoid height was determined by GEOID03.
 EJ0686
 EJ0686.The dynamic height is computed by dividing the NAVD 88
 EJ0686.geopotential number by the normal gravity value computed on the
 EJ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0686.degrees latitude (g = 980.6199 gals.).
 EJ0686
 EJ0686.The modeled gravity was interpolated from observed gravity values.
 EJ0686
 EJ0686;                    North         East    Units  Estimated Accuracy
 EJ0686;SPC AR S     -   556,590.      348,830.      MT  (+/- 180 meters Scaled)
 EJ0686
 EJ0686                          SUPERSEDED SURVEY CONTROL
 EJ0686
 EJ0686  NGVD 29 (??/??/92)   91.460  (m)          300.06   (f) ADJ UNCH    2 0
 EJ0686
 EJ0686.Superseded values are not recommended for survey control.
 EJ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0686.See file dsdata.txt to determine how the superseded data were derived.
 EJ0686
 EJ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT411708(NAD 83)
 EJ0686_MARKER: DB = BENCH MARK DISK
 EJ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0686_STAMPING: M-81 1935
 EJ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0686+STABILITY: SURFACE MOTION
 EJ0686
 EJ0686  HISTORY     - Date     Condition        Report By
 EJ0686  HISTORY     - 1935     MONUMENTED       CGS
 EJ0686  HISTORY     - 1965     MARK NOT FOUND   USGS
 EJ0686
 EJ0686                          STATION DESCRIPTION
 EJ0686
 EJ0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0686'IN CARTHAGE.
 EJ0686'22.2 FEET EAST OF CHICAGO, ROCK ISLAND AND PACIFIC MAIN TRACK.  10
 EJ0686'FEET NORTH OF NORTHWEST CORNER OF RAILROAD STATION.  3.8 FEET NORTH OF
 EJ0686'TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.  NOTE-- RR
 EJ0686'STATION BUILDING HAS BEEN DESTROYED.
 EJ0686
 EJ0686                          STATION RECOVERY (1965)
 EJ0686
 EJ0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0631 ***********************************************************************
 EJ0631  DESIGNATION -  M 84
 EJ0631  PID         -  EJ0631
 EJ0631  STATE/COUNTY-  AR/GRANT
 EJ0631  USGS QUAD   -  CANE CREEK (1984)
 EJ0631
 EJ0631                         *CURRENT SURVEY CONTROL
 EJ0631  ___________________________________________________________________
 EJ0631* NAD 83(1986)-  34 27 57.     (N)    092 21 03.     (W)     SCALED    
 EJ0631* NAVD 88     -       100.848  (meters)     330.87   (feet)  ADJUSTED  
 EJ0631  ___________________________________________________________________
 EJ0631  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EJ0631  DYNAMIC HT  -         100.752 (meters)     330.55  (feet)  COMP
 EJ0631  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 EJ0631
 EJ0631  VERT ORDER  -  SECOND    CLASS 0
 EJ0631
 EJ0631.The horizontal coordinates were scaled from a topographic map and have
 EJ0631.an estimated accuracy of +/- 6 seconds.
 EJ0631
 EJ0631.The orthometric height was determined by differential leveling
 EJ0631.and adjusted by the National Geodetic Survey in June 1991..
 EJ0631
 EJ0631.The geoid height was determined by GEOID03.
 EJ0631
 EJ0631.The dynamic height is computed by dividing the NAVD 88
 EJ0631.geopotential number by the normal gravity value computed on the
 EJ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0631.degrees latitude (g = 980.6199 gals.).
 EJ0631
 EJ0631.The modeled gravity was interpolated from observed gravity values.
 EJ0631
 EJ0631;                    North         East    Units  Estimated Accuracy
 EJ0631;SPC AR S     -   599,610.      367,770.      MT  (+/- 180 meters Scaled)
 EJ0631
 EJ0631                          SUPERSEDED SURVEY CONTROL
 EJ0631
 EJ0631  NGVD 29 (??/??/92)  100.899  (m)          331.03   (f) ADJ UNCH    2 0
 EJ0631
 EJ0631.Superseded values are not recommended for survey control.
 EJ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0631.See file dsdata.txt to determine how the superseded data were derived.
 EJ0631
 EJ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU596140(NAD 83)
 EJ0631_MARKER: DB = BENCH MARK DISK
 EJ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0631_STAMPING: M 84 1935
 EJ0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0631+STABILITY: SURFACE MOTION
 EJ0631
 EJ0631  HISTORY     - Date     Condition        Report By
 EJ0631  HISTORY     - 1935     MONUMENTED       CGS
 EJ0631  HISTORY     - 1964     GOOD             NGS
 EJ0631
 EJ0631                          STATION DESCRIPTION
 EJ0631
 EJ0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EJ0631'11.9 MI N FROM SHERIDAN.
 EJ0631'11.9 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE COUNTY COURTHOUSE AT
 EJ0631'SHERIDAN, GRANT COUNTY, 1.2 MILES SOUTH OF FORREST TOWER 1, 115 FEET
 EJ0631'SOUTH OF THE WEST END OF A CONCRETE CULVERT, AT THE INTERSECTION OF
 EJ0631'CAMPBELL TRAIL, 32.6 FEET WEST OF THE CENTERLINE OF OLD HIGHWAY WHICH
 EJ0631'IS 300 FEET WEST OF PRESENT LOCATION OF U. S. HIGHWAY 167 AT THIS
 EJ0631'POINT, 18 FEET NORTH OF THE CENTERLINE OF THE TRAIL, AND A METAL
 EJ0631'WITNESS MARKER POST PLACED 1 FOOT SOUTH OF BM POST BY USGS PARTY IN
 EJ0631'1964.  A STANDARD DISK, STAMPED M 84 1935 AND SET IN THE TOP OF A
 EJ0631'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0905 ***********************************************************************
 FG0905  DESIGNATION -  M 85
 FG0905  PID         -  FG0905
 FG0905  STATE/COUNTY-  AR/JOHNSON
 FG0905  USGS QUAD   -  LUDWIG (1980)
 FG0905
 FG0905                         *CURRENT SURVEY CONTROL
 FG0905  ___________________________________________________________________
 FG0905* NAD 83(1986)-  35 30 18.     (N)    093 23 11.     (W)     SCALED    
 FG0905* NAVD 88     -       190.634  (meters)     625.44   (feet)  ADJUSTED  
 FG0905  ___________________________________________________________________
 FG0905  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FG0905  DYNAMIC HT  -         190.457 (meters)     624.86  (feet)  COMP
 FG0905  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FG0905
 FG0905  VERT ORDER  -  SECOND    CLASS 0
 FG0905
 FG0905.The horizontal coordinates were scaled from a topographic map and have
 FG0905.an estimated accuracy of +/- 6 seconds.
 FG0905
 FG0905.The orthometric height was determined by differential leveling
 FG0905.and adjusted by the National Geodetic Survey in June 1991..
 FG0905
 FG0905.The geoid height was determined by GEOID03.
 FG0905
 FG0905.The dynamic height is computed by dividing the NAVD 88
 FG0905.geopotential number by the normal gravity value computed on the
 FG0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0905.degrees latitude (g = 980.6199 gals.).
 FG0905
 FG0905.The modeled gravity was interpolated from observed gravity values.
 FG0905
 FG0905;                    North         East    Units  Estimated Accuracy
 FG0905;SPC AR N     -   130,870.      274,230.      MT  (+/- 180 meters Scaled)
 FG0905
 FG0905                          SUPERSEDED SURVEY CONTROL
 FG0905
 FG0905  NGVD 29 (??/??/92)  190.613  (m)          625.37   (f) ADJ UNCH    2 0
 FG0905
 FG0905.Superseded values are not recommended for survey control.
 FG0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0905.See file dsdata.txt to determine how the superseded data were derived.
 FG0905
 FG0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV649291(NAD 83)
 FG0905_MARKER: DB = BENCH MARK DISK
 FG0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0905_STAMPING: M-85 1935
 FG0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0905+STABILITY: SURFACE MOTION
 FG0905
 FG0905  HISTORY     - Date     Condition        Report By
 FG0905  HISTORY     - 1935     MONUMENTED       CGS
 FG0905  HISTORY     - 1975     MARK NOT FOUND   NGS
 FG0905
 FG0905                          STATION DESCRIPTION
 FG0905
 FG0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0905'2.9 MI E FROM LUDWIG.
 FG0905'2.9 MILES EAST OF, ALONG LUDWIG-HAGARVILLE ROAD, FROM THE LUDWIG
 FG0905'SCHOOL.  ABOUT .3 MILE WEST OF CREEK AT FOOT OF HILL. ABOUT 315 FEET
 FG0905'NORTH OF J.H. RUSSELLS HOUSE. 18 FEET SOUTHEAST OF CENTERLINE OF T
 FG0905'ROAD.  2 FEET ABOVE ROAD ON WEST BANK. TABLET SET IN PRECAST CONCRETE
 FG0905'POST. NOTE-- JH RUSSELL HOUSE HAS BEEN DESTROYED. THERE IS ALSO A NEW
 FG0905'HIGHWAY BETWEEN LUDWIG AND HAGARVILLE.
 FG0905
 FG0905                          STATION RECOVERY (1975)
 FG0905
 FG0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FG0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1277 ***********************************************************************
 EH1277  DESIGNATION -  M 87
 EH1277  PID         -  EH1277
 EH1277  STATE/COUNTY-  AR/PRAIRIE
 EH1277  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1277
 EH1277                         *CURRENT SURVEY CONTROL
 EH1277  ___________________________________________________________________
 EH1277* NAD 83(1986)-  34 51 17.     (N)    091 29 49.     (W)     SCALED    
 EH1277* NAVD 88     -        57.855  (meters)     189.81   (feet)  ADJUSTED  
 EH1277  ___________________________________________________________________
 EH1277  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH1277  DYNAMIC HT  -          57.801 (meters)     189.64  (feet)  COMP
 EH1277  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 EH1277
 EH1277  VERT ORDER  -  SECOND    CLASS 0
 EH1277
 EH1277.The horizontal coordinates were scaled from a topographic map and have
 EH1277.an estimated accuracy of +/- 6 seconds.
 EH1277
 EH1277.The orthometric height was determined by differential leveling
 EH1277.and adjusted by the National Geodetic Survey in June 1991..
 EH1277
 EH1277.The geoid height was determined by GEOID03.
 EH1277
 EH1277.The dynamic height is computed by dividing the NAVD 88
 EH1277.geopotential number by the normal gravity value computed on the
 EH1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1277.degrees latitude (g = 980.6199 gals.).
 EH1277
 EH1277.The modeled gravity was interpolated from observed gravity values.
 EH1277
 EH1277;                    North         East    Units  Estimated Accuracy
 EH1277;SPC AR S     -   642,810.      446,010.      MT  (+/- 180 meters Scaled)
 EH1277
 EH1277                          SUPERSEDED SURVEY CONTROL
 EH1277
 EH1277  NGVD 29 (??/??/??)   57.866  (m)          189.85   (f) ADJUSTED    2 0
 EH1277
 EH1277.Superseded values are not recommended for survey control.
 EH1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1277.See file dsdata.txt to determine how the superseded data were derived.
 EH1277
 EH1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU374579(NAD 83)
 EH1277_MARKER: DB = BENCH MARK DISK
 EH1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1277_STAMPING: M-87 1935
 EH1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1277+STABILITY: SURFACE MOTION
 EH1277
 EH1277  HISTORY     - Date     Condition        Report By
 EH1277  HISTORY     - 1935     MONUMENTED       CGS
 EH1277
 EH1277                          STATION DESCRIPTION
 EH1277
 EH1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1277'8.4 MI S FROM DES ARC.
 EH1277'8.4 MILES SOUTH OF, ALONG C.R.I. AND P. RY. FROM STATION. 112 FEET
 EH1277'SOUTHWEST OF POLE 5-3.  51 FEET SOUTHWEST OF INTERSECTION OF
 EH1277'CENTERLINES OF RAILROAD AND GRADE CROSSING.  47.5 FEET WEST OF CHICAGO
 EH1277'ROCK ISLAND AND PACIFIC R.R. CENTERLINE.  20.5 FEET SOUTH OF CENTER OF
 EH1277'GATE AT WEST SIDE OF RAILROAD.  1.5 FEET EAST OF R/W FENCE. TABLET SET
 EH1277'IN TOP OF PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0275 ***********************************************************************
 EK0275  DESIGNATION -  M 88
 EK0275  PID         -  EK0275
 EK0275  STATE/COUNTY-  AR/SEVIER
 EK0275  USGS QUAD   -  GILLHAM DAM (1964)
 EK0275
 EK0275                         *CURRENT SURVEY CONTROL
 EK0275  ___________________________________________________________________
 EK0275* NAD 83(1986)-  34 10 22.     (N)    094 13 47.     (W)     SCALED    
 EK0275* NAVD 88     -       193.869  (meters)     636.05   (feet)  ADJUSTED  
 EK0275  ___________________________________________________________________
 EK0275  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EK0275  DYNAMIC HT  -         193.672 (meters)     635.41  (feet)  COMP
 EK0275  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 EK0275
 EK0275  VERT ORDER  -  SECOND    CLASS 0
 EK0275
 EK0275.The horizontal coordinates were scaled from a topographic map and have
 EK0275.an estimated accuracy of +/- 6 seconds.
 EK0275
 EK0275.The orthometric height was determined by differential leveling
 EK0275.and adjusted by the National Geodetic Survey in June 1991..
 EK0275
 EK0275.The geoid height was determined by GEOID03.
 EK0275
 EK0275.The dynamic height is computed by dividing the NAVD 88
 EK0275.geopotential number by the normal gravity value computed on the
 EK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0275.degrees latitude (g = 980.6199 gals.).
 EK0275
 EK0275.The modeled gravity was interpolated from observed gravity values.
 EK0275
 EK0275;                    North         East    Units  Estimated Accuracy
 EK0275;SPC AR S     -   569,290.      194,460.      MT  (+/- 180 meters Scaled)
 EK0275
 EK0275                          SUPERSEDED SURVEY CONTROL
 EK0275
 EK0275  NGVD 29 (??/??/92)  193.842  (m)          635.96   (f) ADJ UNCH    2 0
 EK0275
 EK0275.Superseded values are not recommended for survey control.
 EK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0275.See file dsdata.txt to determine how the superseded data were derived.
 EK0275
 EK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT866819(NAD 83)
 EK0275_MARKER: DB = BENCH MARK DISK
 EK0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0275_STAMPING: M 88 1935
 EK0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0275+STABILITY: SURFACE MOTION
 EK0275
 EK0275  HISTORY     - Date     Condition        Report By
 EK0275  HISTORY     - 1935     MONUMENTED       CGS
 EK0275  HISTORY     - 1962     GOOD             NGS
 EK0275
 EK0275                          STATION DESCRIPTION
 EK0275
 EK0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0275'9.6 MI SW FROM GALENA.
 EK0275'ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING WEST,
 EK0275'AT A CURVE IN THE ROAD, ABOUT 40 FEET NORTH OF A SMALL PINE
 EK0275'TREE WITH THE LETTERS BM PAINTED ON IT AND 1 FOOT NORTH OF A
 EK0275'ROCK WITH THE LETTERS BM PAINTED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2132 ***********************************************************************
 FF2132  DESIGNATION -  M 9 2
 FF2132  PID         -  FF2132
 FF2132  STATE/COUNTY-  AR/CRAIGHEAD
 FF2132  USGS QUAD   -  CASH (1980)
 FF2132
 FF2132                         *CURRENT SURVEY CONTROL
 FF2132  ___________________________________________________________________
 FF2132* NAD 83(1997)-  35 50 40.48842(N)    090 53 56.22386(W)     ADJUSTED  
 FF2132* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 FF2132  ___________________________________________________________________
 FF2132  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 FF2132  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF2132
 FF2132  HORZ ORDER  -  THIRD
 FF2132
 FF2132.The horizontal coordinates were established by classical geodetic methods
 FF2132.and adjusted by the National Geodetic Survey in September 1999..
 FF2132.No horizontal observational check was made to the station.
 FF2132
 FF2132.The orthometric height was scaled from a topographic map.
 FF2132
 FF2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2132
 FF2132.The geoid height was determined by GEOID03.
 FF2132
 FF2132;                    North         East     Units Scale Factor Converg.
 FF2132;SPC AR N     -   168,217.485   499,461.636   MT  0.99994622   +0 38 26.5
 FF2132;SPC AR N     -   551,893.53  1,638,650.38   sFT  0.99994622   +0 38 26.5
 FF2132;UTM  15      - 3,968,748.153   689,746.882   MT  1.00004367   +1 13 50.6
 FF2132
 FF2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2132!SPC AR N     -   0.99999258  x   0.99994622  =   0.99993880
 FF2132!UTM  15      -   0.99999258  x   1.00004367  =   1.00003625
 FF2132
 FF2132                          SUPERSEDED SURVEY CONTROL
 FF2132
 FF2132  NAD 83(1997)-  35 50 40.49569(N)    090 53 56.22244(W) AD(       ) 3
 FF2132  NAD 83(1986)-  35 50 40.49987(N)    090 53 56.22403(W) AD(       ) 3
 FF2132  NAD 27      -  35 50 40.23060(N)    090 53 55.79840(W) AD(       ) 3
 FF2132
 FF2132.Superseded values are not recommended for survey control.
 FF2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2132.See file dsdata.txt to determine how the superseded data were derived.
 FF2132
 FF2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8974768748(NAD 83)
 FF2132_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2132+STABILITY: SURFACE MOTION
 FF2132
 FF2132  HISTORY     - Date     Condition        Report By
 FF2132  HISTORY     - 1954     MONUMENTED       USE
 FF2132  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF2132
 FF2132                          STATION DESCRIPTION
 FF2132
 FF2132'DESCRIBED BY US ENGINEERS 1954 (JCM)
 FF2132'5.0 MILES NORTHEAST OF CASH, 0.1 MILE EAST OF THE THREE WAY
 FF2132'INN, ALONG THE RIGHT OF WAY OF STATE HIGHWAY 18.  36 FEET SOUTH
 FF2132'OF THE CENTER OF THE HIGHWAY, 15 FEET WEST OF FENCE CORNER.
 FF2132'
 FF2132'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DRYDEN,
 FF2132'THE DISTANCE IS 128.72 FEET, (39.233 METERS) WEST OF STATION
 FF2132'DRYDEN.  THE MARK IS A STANDARD U.S. ENGINNEERING DEPARTMENT
 FF2132'STANDARD BRONZE DISK STAMPED M-9-2,.  IT IS SET IN THE TOP OF A 8
 FF2132'INCH IN DIAMETER CONCRETE POST AND IT PROJECTS ABOUT 10 INCHES
 FF2132'ABOVE THE GROUND.
 FF2132
 FF2132                          STATION RECOVERY (2002)
 FF2132
 FF2132'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1458 ***********************************************************************
 DK1458  DESIGNATION -  M 90
 DK1458  PID         -  DK1458
 DK1458  STATE/COUNTY-  AR/LINCOLN
 DK1458  USGS QUAD   -  GOULD (1964)
 DK1458
 DK1458                         *CURRENT SURVEY CONTROL
 DK1458  ___________________________________________________________________
 DK1458* NAD 83(1986)-  33 58 23.     (N)    091 35 30.     (W)     SCALED    
 DK1458* NAVD 88     -        52.553  (meters)     172.42   (feet)  ADJUSTED  
 DK1458  ___________________________________________________________________
 DK1458  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DK1458  DYNAMIC HT  -          52.501 (meters)     172.25  (feet)  COMP
 DK1458  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 DK1458
 DK1458  VERT ORDER  -  SECOND    CLASS 0
 DK1458
 DK1458.The horizontal coordinates were scaled from a topographic map and have
 DK1458.an estimated accuracy of +/- 6 seconds.
 DK1458
 DK1458.The orthometric height was determined by differential leveling
 DK1458.and adjusted by the National Geodetic Survey in June 1991..
 DK1458
 DK1458.The geoid height was determined by GEOID03.
 DK1458
 DK1458.The dynamic height is computed by dividing the NAVD 88
 DK1458.geopotential number by the normal gravity value computed on the
 DK1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1458.degrees latitude (g = 980.6199 gals.).
 DK1458
 DK1458.The modeled gravity was interpolated from observed gravity values.
 DK1458
 DK1458;                    North         East    Units  Estimated Accuracy
 DK1458;SPC AR S     -   544,970.      437,730.      MT  (+/- 180 meters Scaled)
 DK1458
 DK1458                          SUPERSEDED SURVEY CONTROL
 DK1458
 DK1458  NGVD 29 (??/??/??)   52.631  (m)          172.67   (f) ADJUSTED    2 0
 DK1458
 DK1458.Superseded values are not recommended for survey control.
 DK1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1458.See file dsdata.txt to determine how the superseded data were derived.
 DK1458
 DK1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT301600(NAD 83)
 DK1458_MARKER: DB = BENCH MARK DISK
 DK1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1458_STAMPING: M-90 1935
 DK1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1458+STABILITY: SURFACE MOTION
 DK1458
 DK1458  HISTORY     - Date     Condition        Report By
 DK1458  HISTORY     - 1935     MONUMENTED       CGS
 DK1458  HISTORY     - 1963     MARK NOT FOUND   USGS
 DK1458
 DK1458                          STATION DESCRIPTION
 DK1458
 DK1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1458'2.1 MI W FROM GOULD.
 DK1458'2.1 MILES WEST OF, ALONG ARKANSAS R.R., FROM STATION ABOUT 626 FEET
 DK1458'NORTHEAST OF A WOODEN RAILROAD BRIDGE.  375 FEET NORTHEAST OF THE
 DK1458'SOUTHEAST CORNER OF A WIRE FENCE.  370 FEET WEST OF MILEPOST 2.  AT
 DK1458'THE SOUTH END OF A FARM ROAD THAT LEADS FROM ST.HWY. 114 TO THE
 DK1458'RAILROAD TRACKS.  15 FT. NORTH OF CENTER OF RAILROAD TRACKS.  TABLET
 DK1458'SET IN PRECAST CONCRETE POST.
 DK1458
 DK1458                          STATION RECOVERY (1963)
 DK1458
 DK1458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DK1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0046 ***********************************************************************
 DL0046  DESIGNATION -  M 91
 DL0046  PID         -  DL0046
 DL0046  STATE/COUNTY-  AR/CALHOUN
 DL0046  USGS QUAD   -  TINSMAN (1985)
 DL0046
 DL0046                         *CURRENT SURVEY CONTROL
 DL0046  ___________________________________________________________________
 DL0046* NAD 83(1986)-  33 42 03.     (N)    092 21 16.     (W)     SCALED    
 DL0046* NAVD 88     -        56.737  (meters)     186.14   (feet)  ADJUSTED  
 DL0046  ___________________________________________________________________
 DL0046  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DL0046  DYNAMIC HT  -          56.679 (meters)     185.95  (feet)  COMP
 DL0046  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 DL0046
 DL0046  VERT ORDER  -  SECOND    CLASS 0
 DL0046
 DL0046.The horizontal coordinates were scaled from a topographic map and have
 DL0046.an estimated accuracy of +/- 6 seconds.
 DL0046
 DL0046.The orthometric height was determined by differential leveling
 DL0046.and adjusted by the National Geodetic Survey in June 1991..
 DL0046
 DL0046.The geoid height was determined by GEOID03.
 DL0046
 DL0046.The dynamic height is computed by dividing the NAVD 88
 DL0046.geopotential number by the normal gravity value computed on the
 DL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0046.degrees latitude (g = 980.6199 gals.).
 DL0046
 DL0046.The modeled gravity was interpolated from observed gravity values.
 DL0046
 DL0046;                    North         East    Units  Estimated Accuracy
 DL0046;SPC AR S     -   514,760.      367,140.      MT  (+/- 180 meters Scaled)
 DL0046
 DL0046                          SUPERSEDED SURVEY CONTROL
 DL0046
 DL0046  NGVD 29 (??/??/92)   56.795  (m)          186.33   (f) ADJ UNCH    2 0
 DL0046
 DL0046.Superseded values are not recommended for survey control.
 DL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0046.See file dsdata.txt to determine how the superseded data were derived.
 DL0046
 DL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT598291(NAD 83)
 DL0046_MARKER: DB = BENCH MARK DISK
 DL0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0046_STAMPING: M-91 1935
 DL0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0046+STABILITY: SURFACE MOTION
 DL0046
 DL0046  HISTORY     - Date     Condition        Report By
 DL0046  HISTORY     - 1935     MONUMENTED       CGS
 DL0046  HISTORY     - 1964     GOOD             NGS
 DL0046
 DL0046                          STATION DESCRIPTION
 DL0046
 DL0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0046'5.0 MI N FROM TINSMAN.
 DL0046'5.0 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  POST SET AT
 DL0046'ELLISVILLE SIDING.  ABOUT 150 FEET NORTHWEST OF CORNER OF CHICAGO,
 DL0046'ROCK ISLAND AND PACIFIC RY. DEPOT.  ABOUT 112 FEET NORTHWEST OF MAIL
 DL0046'RACK.  85.9 FEET NORTHWEST OF CENTERLINE OF RAILROAD CROSSING.  51.3
 DL0046'FEET WEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. 15.9
 DL0046'FEET NORTH OF SOUTHEAST CORNER OF FIELD FENCE.  1.3 FEET EAST OF FENCE
 DL0046'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST. NOTE--
 DL0046'ELLISVILLE SIDING IS NO LONGER THERE.  ABOUT 50 FT NW OF MP 59+15.
 DL0046'ABOUT 15 FT N OF A FENCE CORNER 1 FT E OF A FENCE.
 DL0046
 DL0046                          STATION RECOVERY (1964)
 DL0046
 DL0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1393 ***********************************************************************
 DK1393  DESIGNATION -  M 92
 DK1393  PID         -  DK1393
 DK1393  STATE/COUNTY-  AR/ASHLEY
 DK1393  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1393
 DK1393                         *CURRENT SURVEY CONTROL
 DK1393  ___________________________________________________________________
 DK1393* NAD 83(1986)-  33 10 19.     (N)    091 57 21.     (W)     SCALED    
 DK1393* NAVD 88     -        42.736  (meters)     140.21   (feet)  ADJUSTED  
 DK1393  ___________________________________________________________________
 DK1393  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DK1393  DYNAMIC HT  -          42.691 (meters)     140.06  (feet)  COMP
 DK1393  MODELED GRAV-     979,574.3   (mgal)                       NAVD 88
 DK1393
 DK1393  VERT ORDER  -  SECOND    CLASS 0
 DK1393
 DK1393.The horizontal coordinates were scaled from a topographic map and have
 DK1393.an estimated accuracy of +/- 6 seconds.
 DK1393
 DK1393.The orthometric height was determined by differential leveling
 DK1393.and adjusted by the National Geodetic Survey in June 1991..
 DK1393
 DK1393.The geoid height was determined by GEOID03.
 DK1393
 DK1393.The dynamic height is computed by dividing the NAVD 88
 DK1393.geopotential number by the normal gravity value computed on the
 DK1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1393.degrees latitude (g = 980.6199 gals.).
 DK1393
 DK1393.The modeled gravity was interpolated from observed gravity values.
 DK1393
 DK1393;                    North         East    Units  Estimated Accuracy
 DK1393;SPC AR S     -   456,040.      404,120.      MT  (+/- 180 meters Scaled)
 DK1393
 DK1393                          SUPERSEDED SURVEY CONTROL
 DK1393
 DK1393  NGVD 29 (??/??/??)   42.810  (m)          140.45   (f) ADJUSTED    2 0
 DK1393
 DK1393.Superseded values are not recommended for survey control.
 DK1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1393.See file dsdata.txt to determine how the superseded data were derived.
 DK1393
 DK1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS973708(NAD 83)
 DK1393_MARKER: DB = BENCH MARK DISK
 DK1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1393_STAMPING: M 92 1935
 DK1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1393+STABILITY: SURFACE MOTION
 DK1393
 DK1393  HISTORY     - Date     Condition        Report By
 DK1393  HISTORY     - 1935     MONUMENTED       CGS
 DK1393  HISTORY     - 1945     GOOD             LOCENG
 DK1393  HISTORY     - 1973     MARK NOT FOUND   USGS
 DK1393
 DK1393                          STATION DESCRIPTION
 DK1393
 DK1393'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 DK1393'2.6 MI NW FROM CROSSETT.
 DK1393'2.6 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DK1393'RAILROAD FROM THE STATION AT CROSSETT, ASHLEY COUNTY, AT MILEAGE 39.8,
 DK1393'0.4 MILE NORTH OF THE CENTER OF A ROAD CROSSING, 85.3 FEET NORTHEAST
 DK1393'OF POLE 39+30, 37.6 FEET EAST OF THE CENTERLINE OF THE TRACK, 18.5
 DK1393'FEET WEST OF AN 18-INCH OAK TREE, AND 2.1 FEET WEST OF A FENCE
 DK1393'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED M 92 1935 AND SET IN
 DK1393'THE TOP OF A CONCRETE POST.  NOTE-- FENCE MENTIONED IN DESCRIPTION HAS
 DK1393'BEEN REMOVED.  THE 18 INCH OAK LISTED IS SWEET GUM.
 DK1393
 DK1393                          STATION RECOVERY (1973)
 DK1393
 DK1393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DK1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1416 ***********************************************************************
 FG1416  DESIGNATION -  M 94
 FG1416  PID         -  FG1416
 FG1416  STATE/COUNTY-  AR/JOHNSON
 FG1416  USGS QUAD   -  HARMONY (1963)
 FG1416
 FG1416                         *CURRENT SURVEY CONTROL
 FG1416  ___________________________________________________________________
 FG1416* NAD 83(1986)-  35 32 17.     (N)    093 32 20.     (W)     SCALED    
 FG1416* NAVD 88     -       197.317  (meters)     647.36   (feet)  ADJUSTED  
 FG1416  ___________________________________________________________________
 FG1416  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FG1416  DYNAMIC HT  -         197.136 (meters)     646.77  (feet)  COMP
 FG1416  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 FG1416
 FG1416  VERT ORDER  -  SECOND    CLASS 0
 FG1416
 FG1416.The horizontal coordinates were scaled from a topographic map and have
 FG1416.an estimated accuracy of +/- 6 seconds.
 FG1416
 FG1416.The orthometric height was determined by differential leveling
 FG1416.and adjusted by the National Geodetic Survey in June 1991..
 FG1416
 FG1416.The geoid height was determined by GEOID03.
 FG1416
 FG1416.The dynamic height is computed by dividing the NAVD 88
 FG1416.geopotential number by the normal gravity value computed on the
 FG1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1416.degrees latitude (g = 980.6199 gals.).
 FG1416
 FG1416.The modeled gravity was interpolated from observed gravity values.
 FG1416
 FG1416;                    North         East    Units  Estimated Accuracy
 FG1416;SPC AR N     -   134,740.      260,460.      MT  (+/- 180 meters Scaled)
 FG1416
 FG1416                          SUPERSEDED SURVEY CONTROL
 FG1416
 FG1416  NGVD 29 (??/??/92)  197.282  (m)          647.25   (f) ADJ UNCH    2 0
 FG1416
 FG1416.Superseded values are not recommended for survey control.
 FG1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1416.See file dsdata.txt to determine how the superseded data were derived.
 FG1416
 FG1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV511328(NAD 83)
 FG1416_MARKER: DB = BENCH MARK DISK
 FG1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1416_SP_SET: CULVERT
 FG1416_STAMPING: M 94 1935
 FG1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1416
 FG1416  HISTORY     - Date     Condition        Report By
 FG1416  HISTORY     - 1935     MONUMENTED       CGS
 FG1416
 FG1416                          STATION DESCRIPTION
 FG1416
 FG1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1416'6.5 MI NW FROM CLARKSVILLE.
 FG1416'6.5 MILES NORTHWEST ALONG STATE HIGHWAY 123 FROM THE COURTHOUSE AT
 FG1416'CLARKSVILLE, JOHNSON COUNTY, 0.9 MILE SOUTHEAST OF THE KING STORE AT
 FG1416'HARMONY, IN A VALLEY, 12 FEET NORTHEAST OF THE CENTERLINE OF THE
 FG1416'HIGHWAY, 62 FEET NORTHEAST OF A SMALL CEDAR TREE, IN THE TOP OF THE
 FG1416'NORTHEAST HEADWALL OF A CONCRETE CULVERT, AND 1 FOOT SOUTHEAST OF THE
 FG1416'NORTHWEST END.  A STANDARD DISK, STAMPED M 94 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1464 ***********************************************************************
 FG1464  DESIGNATION -  M 95
 FG1464  PID         -  FG1464
 FG1464  STATE/COUNTY-  AR/JOHNSON
 FG1464  USGS QUAD   -  OARK (1973)
 FG1464
 FG1464                         *CURRENT SURVEY CONTROL
 FG1464  ___________________________________________________________________
 FG1464* NAD 83(1986)-  35 43 44.     (N)    093 33 05.     (W)     SCALED    
 FG1464* NAVD 88     -       616.549  (meters)    2022.79   (feet)  ADJUSTED  
 FG1464  ___________________________________________________________________
 FG1464  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG1464  DYNAMIC HT  -         615.969 (meters)    2020.89  (feet)  COMP
 FG1464  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 FG1464
 FG1464  VERT ORDER  -  SECOND    CLASS 0
 FG1464
 FG1464.The horizontal coordinates were scaled from a topographic map and have
 FG1464.an estimated accuracy of +/- 6 seconds.
 FG1464
 FG1464.The orthometric height was determined by differential leveling
 FG1464.and adjusted by the National Geodetic Survey in June 1991..
 FG1464
 FG1464.The geoid height was determined by GEOID03.
 FG1464
 FG1464.The dynamic height is computed by dividing the NAVD 88
 FG1464.geopotential number by the normal gravity value computed on the
 FG1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1464.degrees latitude (g = 980.6199 gals.).
 FG1464
 FG1464.The modeled gravity was interpolated from observed gravity values.
 FG1464
 FG1464;                    North         East    Units  Estimated Accuracy
 FG1464;SPC AR N     -   155,930.      259,660.      MT  (+/- 180 meters Scaled)
 FG1464
 FG1464                          SUPERSEDED SURVEY CONTROL
 FG1464
 FG1464  NGVD 29 (??/??/92)  616.478  (m)         2022.56   (f) ADJ UNCH    2 0
 FG1464
 FG1464.Superseded values are not recommended for survey control.
 FG1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1464.See file dsdata.txt to determine how the superseded data were derived.
 FG1464
 FG1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV501540(NAD 83)
 FG1464_MARKER: DB = BENCH MARK DISK
 FG1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1464_STAMPING: M 95 1935
 FG1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1464+STABILITY: SURFACE MOTION
 FG1464
 FG1464  HISTORY     - Date     Condition        Report By
 FG1464  HISTORY     - 1935     MONUMENTED       CGS
 FG1464  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1464
 FG1464                          STATION DESCRIPTION
 FG1464
 FG1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1464'1.0 MI E FROM OARK.
 FG1464'1.0 MILE EAST ALONG THE OARK-OLD FALLSVILLE ROAD FROM THE POST OFFICE
 FG1464'AT OARK, JOHNSON COUNTY, 3.2 MILES NORTHWEST ALONG THE OARK-SPOKE
 FG1464'PLANT ROAD, 31 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 FG1464'LEADING WEST, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 16 FEET
 FG1464'SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, IN THE NORTHEAST
 FG1464'CORNER OF A FIELD, 46 FEET SOUTHWEST OF AN OAK TREE, AND 8 FEET
 FG1464'SOUTHWEST OF A SMALL PLUM TREE.  A STANDARD DISK, STAMPED M 95 1935
 FG1464'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD JUNCTION CHANGED.
 FG1464
 FG1464                          STATION RECOVERY (1973)
 FG1464
 FG1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0641 ***********************************************************************
 EJ0641  DESIGNATION -  M 96
 EJ0641  PID         -  EJ0641
 EJ0641  STATE/COUNTY-  AR/SALINE
 EJ0641  USGS QUAD   -  BELFAST (1984)
 EJ0641
 EJ0641                         *CURRENT SURVEY CONTROL
 EJ0641  ___________________________________________________________________
 EJ0641* NAD 83(1986)-  34 27 15.     (N)    092 26 18.     (W)     SCALED    
 EJ0641* NAVD 88     -       119.925  (meters)     393.45   (feet)  ADJUSTED  
 EJ0641  ___________________________________________________________________
 EJ0641  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 EJ0641  DYNAMIC HT  -         119.811 (meters)     393.08  (feet)  COMP
 EJ0641  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 EJ0641
 EJ0641  VERT ORDER  -  SECOND    CLASS 0
 EJ0641
 EJ0641.The horizontal coordinates were scaled from a topographic map and have
 EJ0641.an estimated accuracy of +/- 6 seconds.
 EJ0641
 EJ0641.The orthometric height was determined by differential leveling
 EJ0641.and adjusted by the National Geodetic Survey in June 1991..
 EJ0641
 EJ0641.The geoid height was determined by GEOID03.
 EJ0641
 EJ0641.The dynamic height is computed by dividing the NAVD 88
 EJ0641.geopotential number by the normal gravity value computed on the
 EJ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0641.degrees latitude (g = 980.6199 gals.).
 EJ0641
 EJ0641.The modeled gravity was interpolated from observed gravity values.
 EJ0641
 EJ0641;                    North         East    Units  Estimated Accuracy
 EJ0641;SPC AR S     -   598,340.      359,720.      MT  (+/- 180 meters Scaled)
 EJ0641
 EJ0641                          SUPERSEDED SURVEY CONTROL
 EJ0641
 EJ0641  NGVD 29 (??/??/92)  119.970  (m)          393.60   (f) ADJ UNCH    2 0
 EJ0641
 EJ0641.Superseded values are not recommended for survey control.
 EJ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0641.See file dsdata.txt to determine how the superseded data were derived.
 EJ0641
 EJ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU515126(NAD 83)
 EJ0641_MARKER: DB = BENCH MARK DISK
 EJ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0641_STAMPING: M 96 1935
 EJ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0641+STABILITY: SURFACE MOTION
 EJ0641
 EJ0641  HISTORY     - Date     Condition        Report By
 EJ0641  HISTORY     - 1935     MONUMENTED       CGS
 EJ0641  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ0641
 EJ0641                          STATION DESCRIPTION
 EJ0641
 EJ0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ0641'4.0 MI N FROM BELFAST.
 EJ0641'IN SALINE COUNTY, 4.0 MILES NORTH ALONG THE ALEXANDER ROAD FROM THE
 EJ0641'MISSOURI PACIFIC RAILROAD STATION AT BELFAST, GRANT COUNTY, 0.6 MILE
 EJ0641'NORTH OF THE INTERSECTION OF THE ICO ROAD, AT THE SOUTHWEST CORNER OF
 EJ0641'A CULTIVATED FIELD, 800 FEET WEST OF THE G. O. OWEN FARMHOUSE IN 1935,
 EJ0641'24.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 8.4 FEET EAST OF
 EJ0641'THE SOUTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED M 96 1935
 EJ0641'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0493 ***********************************************************************
 EJ0493  DESIGNATION -  M 97
 EJ0493  PID         -  EJ0493
 EJ0493  STATE/COUNTY-  AR/JEFFERSON
 EJ0493  USGS QUAD   -  WHITE HALL (1984)
 EJ0493
 EJ0493                         *CURRENT SURVEY CONTROL
 EJ0493  ___________________________________________________________________
 EJ0493* NAD 83(1986)-  34 17 59.     (N)    092 05 10.     (W)     SCALED    
 EJ0493* NAVD 88     -        73.411  (meters)     240.85   (feet)  ADJUSTED  
 EJ0493  ___________________________________________________________________
 EJ0493  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ0493  DYNAMIC HT  -          73.340 (meters)     240.62  (feet)  COMP
 EJ0493  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 EJ0493
 EJ0493  VERT ORDER  -  FIRST     CLASS II
 EJ0493
 EJ0493.The horizontal coordinates were scaled from a topographic map and have
 EJ0493.an estimated accuracy of +/- 6 seconds.
 EJ0493
 EJ0493.The orthometric height was determined by differential leveling
 EJ0493.and adjusted by the National Geodetic Survey in June 1991..
 EJ0493.WARNING-Repeat measurements at this control monument indicate possible
 EJ0493.vertical movement.
 EJ0493
 EJ0493.The geoid height was determined by GEOID03.
 EJ0493
 EJ0493.The dynamic height is computed by dividing the NAVD 88
 EJ0493.geopotential number by the normal gravity value computed on the
 EJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0493.degrees latitude (g = 980.6199 gals.).
 EJ0493
 EJ0493.The modeled gravity was interpolated from observed gravity values.
 EJ0493
 EJ0493;                    North         East    Units  Estimated Accuracy
 EJ0493;SPC AR S     -   581,130.      392,070.      MT  (+/- 180 meters Scaled)
 EJ0493
 EJ0493                          SUPERSEDED SURVEY CONTROL
 EJ0493
 EJ0493  NGVD 29 (??/??/92)   73.555  (m)          241.32   (f) ADJ UNCH    1 2
 EJ0493
 EJ0493.Superseded values are not recommended for survey control.
 EJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0493.See file dsdata.txt to determine how the superseded data were derived.
 EJ0493
 EJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT840957(NAD 83)
 EJ0493_MARKER: DB = BENCH MARK DISK
 EJ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0493_STAMPING: M 97 1935
 EJ0493_MARK LOGO: CGS   
 EJ0493_PROJECTION: PROJECTING 15 CENTIMETERS
 EJ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0493+STABILITY: SURFACE MOTION
 EJ0493
 EJ0493  HISTORY     - Date     Condition        Report By
 EJ0493  HISTORY     - 1935     MONUMENTED       CGS
 EJ0493  HISTORY     - 1937     GOOD             ARGS
 EJ0493  HISTORY     - 1970     GOOD             LOCSUR
 EJ0493  HISTORY     - 1984     GOOD             NGS
 EJ0493  HISTORY     - 1988     GOOD             USPSQD
 EJ0493  HISTORY     - 1989     GOOD             USPSQD
 EJ0493  HISTORY     - 1989     GOOD             USPSQD
 EJ0493  HISTORY     - 1990     GOOD             USPSQD
 EJ0493
 EJ0493                          STATION DESCRIPTION
 EJ0493
 EJ0493'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0493'7.6 MI NW FROM PINE BLUFF.
 EJ0493'7.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 EJ0493'STATION AT PINE BLUFF, JEFFERSON COUNTY, 120 FEET WEST OF POLE 380+30,
 EJ0493'AT THE NORTHWEST END OF A CURVE, 55 FEET SOUTH OF THE CENTER OF A ROAD
 EJ0493'CROSSING, 45.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 3 FEET
 EJ0493'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 97
 EJ0493'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE GRADE CROSSING
 EJ0493'AT THE RR NO LONGER EXISTS.  MARK IS SOUTH OF CONCRETE HWY OVERPASS
 EJ0493'AND IS REACHED BY TAKING THE LAST DIRT RD TO THE RIGHT BEFORE GOING
 EJ0493'OVER THE OVERPASS TO THE MAIN GATE OF THE PINE BLUFF ARSENAL, CONTINUE
 EJ0493'DOWN THE DIRT ROAD TO A WOODEN GATE AND THE MARK IS TO THE LEFT OF THE
 EJ0493'GATE 3 FT NE OF THE ROW FENCE.
 EJ0493
 EJ0493                          STATION RECOVERY (1970)
 EJ0493
 EJ0493'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 EJ0493'RECOVERED IN GOOD CONDITION.
 EJ0493
 EJ0493                          STATION RECOVERY (1984)
 EJ0493
 EJ0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0493'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 EJ0493'(0.1 MI) SOUTH ALONG STATE STREET FROM THE OLD UNION STATION (NOW THE
 EJ0493'UNION STATION RESTAURANT) IN PINE BLUFF, THENCE 4.0 KM (2.5 MI) WEST
 EJ0493'ALONG BUSINESS U.S. HIGHWAY 65 (5TH STREET), THENCE 9.8 KM (6.1 MI)
 EJ0493'NORTHWEST ALONG BUSINESS U.S. HIGHWAY 65 AND STATE HIGHWAY 365, THENCE
 EJ0493'1.2 KM (0.75 MI) NORTHEAST ALONG STATE HIGHWAY 256, THENCE 0.3 KM
 EJ0493'(0.2 MI) EAST ALONG A TRACK ROAD TO THE MISSOURI PACIFIC RAILROAD TO
 EJ0493'THE MARK AT THE NORTH END OF A SWITCH STAND, 0.2 KM (0.1 MI) SOUTHEAST
 EJ0493'OF AN OVERPASS, 13.71 METERS (45.0 FT) SOUTH OF THE EXTENDED CENTER OF
 EJ0493'THE OLD ROAD CROSSING, 50.29 METERS (165.0 FT) SOUTHEAST OF THE
 EJ0493'SOUTHEAST CORNER OF A SECURITY FENCE AROUND A TELEPHONE SUBSTATION,
 EJ0493'19.20 METERS (63.0 FT) SOUTHWEST OF AND ACROSS THE TRACKS FROM A
 EJ0493'SWITCH STAND WITH RED METAL SIGN, 10.66 METERS (35.0 FT)
 EJ0493'WEST-SOUTHWEST OF A POWER LINE POLE, 0.90 METERS (3.0 FT) NORTHEAST OF
 EJ0493'THE OLD RIGHT OF WAY FENCE LINE, AND 13.86 METERS (45.2 FT) SOUTHWEST
 EJ0493'OF THE SOUTHWEST RAIL.
 EJ0493'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EJ0493'THE MARK IS 0.3 M BELOW TRACKS.
 EJ0493
 EJ0493                          STATION RECOVERY (1988)
 EJ0493
 EJ0493'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0493'RECOVERED IN GOOD CONDITION.
 EJ0493
 EJ0493                          STATION RECOVERY (1989)
 EJ0493
 EJ0493'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0493'RECOVERED IN GOOD CONDITION.
 EJ0493
 EJ0493                          STATION RECOVERY (1989)
 EJ0493
 EJ0493'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EJ0493'RECOVERED IN GOOD CONDITION.
 EJ0493
 EJ0493                          STATION RECOVERY (1990)
 EJ0493
 EJ0493'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0859 ***********************************************************************
 EJ0859  DESIGNATION -  M 98
 EJ0859  PID         -  EJ0859
 EJ0859  STATE/COUNTY-  AR/PULASKI
 EJ0859  USGS QUAD   -  FOURCHE SW (1984)
 EJ0859
 EJ0859                         *CURRENT SURVEY CONTROL
 EJ0859  ___________________________________________________________________
 EJ0859* NAD 83(1986)-  34 47 27.     (N)    092 39 06.     (W)     SCALED    
 EJ0859* NAVD 88     -       176.985  (meters)     580.66   (feet)  ADJUSTED  
 EJ0859  ___________________________________________________________________
 EJ0859  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EJ0859  DYNAMIC HT  -         176.817 (meters)     580.11  (feet)  COMP
 EJ0859  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 EJ0859
 EJ0859  VERT ORDER  -  SECOND    CLASS 0
 EJ0859
 EJ0859.The horizontal coordinates were scaled from a topographic map and have
 EJ0859.an estimated accuracy of +/- 6 seconds.
 EJ0859
 EJ0859.The orthometric height was determined by differential leveling
 EJ0859.and adjusted by the National Geodetic Survey in June 1991..
 EJ0859
 EJ0859.The geoid height was determined by GEOID03.
 EJ0859
 EJ0859.The dynamic height is computed by dividing the NAVD 88
 EJ0859.geopotential number by the normal gravity value computed on the
 EJ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0859.degrees latitude (g = 980.6199 gals.).
 EJ0859
 EJ0859.The modeled gravity was interpolated from observed gravity values.
 EJ0859
 EJ0859;                    North         East    Units  Estimated Accuracy
 EJ0859;SPC AR S     -   635,800.      340,360.      MT  (+/- 180 meters Scaled)
 EJ0859
 EJ0859                          SUPERSEDED SURVEY CONTROL
 EJ0859
 EJ0859  NGVD 29 (??/??/92)  177.007  (m)          580.73   (f) ADJ UNCH    2 0
 EJ0859
 EJ0859.Superseded values are not recommended for survey control.
 EJ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0859.See file dsdata.txt to determine how the superseded data were derived.
 EJ0859
 EJ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU318499(NAD 83)
 EJ0859_MARKER: DB = BENCH MARK DISK
 EJ0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0859_STAMPING: M 98 1935
 EJ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0859+STABILITY: SURFACE MOTION
 EJ0859
 EJ0859  HISTORY     - Date     Condition        Report By
 EJ0859  HISTORY     - 1935     MONUMENTED       CGS
 EJ0859
 EJ0859                          STATION DESCRIPTION
 EJ0859
 EJ0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0859'5.6 MI W FROM FERNDALE.
 EJ0859'5.6 MILES WEST ALONG TWELFTH STREET PIKE FROM THE J.W. CARTER STORE AT
 EJ0859'FERNDALE, PULASKI COUNTY, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EJ0859'THE J.P. COON FARMHOUSE, 50 FEET EAST OF THE NORTHEAST CORNER OF THE
 EJ0859'MOUNTAIN VIEW SERVICE STATION, 25.6 FEET SOUTH OF THE CENTERLINE OF
 EJ0859'THE PIKE, AND 1.4 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED M
 EJ0859'98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0845 ***********************************************************************
 EJ0845  DESIGNATION -  M 99
 EJ0845  PID         -  EJ0845
 EJ0845  STATE/COUNTY-  AR/PULASKI
 EJ0845  USGS QUAD   -  FERNDALE (1984)
 EJ0845
 EJ0845                         *CURRENT SURVEY CONTROL
 EJ0845  ___________________________________________________________________
 EJ0845* NAD 83(1986)-  34 51 41.     (N)    092 33 57.     (W)     SCALED    
 EJ0845* NAVD 88     -        94.477  (meters)     309.96   (feet)  ADJUSTED  
 EJ0845  ___________________________________________________________________
 EJ0845  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EJ0845  DYNAMIC HT  -          94.388 (meters)     309.67  (feet)  COMP
 EJ0845  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 EJ0845
 EJ0845  VERT ORDER  -  SECOND    CLASS 0
 EJ0845
 EJ0845.The horizontal coordinates were scaled from a topographic map and have
 EJ0845.an estimated accuracy of +/- 6 seconds.
 EJ0845
 EJ0845.The orthometric height was determined by differential leveling
 EJ0845.and adjusted by the National Geodetic Survey in June 1991..
 EJ0845
 EJ0845.The geoid height was determined by GEOID03.
 EJ0845
 EJ0845.The dynamic height is computed by dividing the NAVD 88
 EJ0845.geopotential number by the normal gravity value computed on the
 EJ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0845.degrees latitude (g = 980.6199 gals.).
 EJ0845
 EJ0845.The modeled gravity was interpolated from observed gravity values.
 EJ0845
 EJ0845;                    North         East    Units  Estimated Accuracy
 EJ0845;SPC AR S     -   643,580.      348,260.      MT  (+/- 180 meters Scaled)
 EJ0845
 EJ0845                          SUPERSEDED SURVEY CONTROL
 EJ0845
 EJ0845  NGVD 29 (??/??/92)   94.509  (m)          310.07   (f) ADJ UNCH    2 0
 EJ0845
 EJ0845.Superseded values are not recommended for survey control.
 EJ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0845.See file dsdata.txt to determine how the superseded data were derived.
 EJ0845
 EJ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU396577(NAD 83)
 EJ0845_MARKER: DB = BENCH MARK DISK
 EJ0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0845_STAMPING: M 99 1935
 EJ0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0845+STABILITY: SURFACE MOTION
 EJ0845
 EJ0845  HISTORY     - Date     Condition        Report By
 EJ0845  HISTORY     - 1935     MONUMENTED       CGS
 EJ0845  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0845
 EJ0845                          STATION DESCRIPTION
 EJ0845
 EJ0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0845'4.8 MI SE FROM CROSS ROADS.
 EJ0845'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 EJ0845'CROSS ROADS, PULASKI COUNTY, 380 FEET SOUTHEAST OF A CONCRETE CULVERT,
 EJ0845'UNDER THE HIGHWAY, 200 FEET WEST OF THE P. E. JENKINS RESIDENCE, 70.8
 EJ0845'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.5 FEET NORTH OF
 EJ0845'THE NORTH CORNER OF A ONE-ROOM LOG CABIN, AND 3.9 FEET NORTHWEST OF
 EJ0845'THE SOUTH CORNER OF A FENCE.  A STANDARD DISK, STAMPED M 99 1935 AND
 EJ0845'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9424 ***********************************************************************
 DG9424  SACS        -  This is a Secondary Airport Control Station.
 DG9424  DESIGNATION -  M39 A
 DG9424  PID         -  DG9424
 DG9424  STATE/COUNTY-  AR/POLK
 DG9424  USGS QUAD   -  MENA (1975)
 DG9424
 DG9424                         *CURRENT SURVEY CONTROL
 DG9424  ___________________________________________________________________
 DG9424* NAD 83(1997)-  34 32 29.51588(N)    094 12 21.66367(W)     ADJUSTED  
 DG9424* NAVD 88     -       327.65   (meters)    1075.0    (feet)  GPS OBS   
 DG9424  ___________________________________________________________________
 DG9424  X           -    -385,760.293 (meters)                     COMP
 DG9424  Y           -  -5,245,512.925 (meters)                     COMP
 DG9424  Z           -   3,596,257.290 (meters)                     COMP
 DG9424  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 DG9424  ELLIP HEIGHT-         298.67  (meters)          (03/09/05) GPS OBS
 DG9424  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DG9424
 DG9424  HORZ ORDER  -  FIRST
 DG9424  ELLP ORDER  -  FOURTH    CLASS II
 DG9424
 DG9424.This mark is at Mena Intermountain Airport (M39)
 DG9424
 DG9424.The horizontal coordinates were established by GPS observations
 DG9424.and adjusted by the WOOLPERT CONSULTANTS in March 2005..
 DG9424
 DG9424.The orthometric height was determined by GPS observations and a
 DG9424.high-resolution geoid model.
 DG9424
 DG9424.GPS derived orthometric heights for airport stations designated as
 DG9424.PACS or SACS are published to 2 decimal places.  This maintains
 DG9424.centimeter relative accuracy between the PACS and SACS.  It does
 DG9424.not indicate centimeter accuracy relative to other marks which are
 DG9424.part of the NAVD 88 network.
 DG9424
 DG9424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9424
 DG9424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9424
 DG9424.The ellipsoidal height was determined by GPS observations
 DG9424.and is referenced to NAD 83.
 DG9424
 DG9424.The geoid height was determined by GEOID03.
 DG9424
 DG9424;                    North         East     Units Scale Factor Converg.
 DG9424;SPC AR S     -   610,131.020   197,524.175   MT  0.99995754   -1 14 04.9
 DG9424;SPC AR S     - 2,001,738.19    648,043.90   sFT  0.99995754   -1 14 04.9
 DG9424;UTM  15      - 3,822,863.086   389,335.656   MT  0.99975095   -0 41 02.0
 DG9424
 DG9424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9424!SPC AR S     -   0.99995312  x   0.99995754  =   0.99991066
 DG9424!UTM  15      -   0.99995312  x   0.99975095  =   0.99970408
 DG9424
 DG9424                          SUPERSEDED SURVEY CONTROL
 DG9424
 DG9424.No superseded survey control is available for this station.
 DG9424
 DG9424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8933622863(NAD 83)
 DG9424_MARKER: DD = SURVEY DISK
 DG9424_SETTING: 66 = SET IN ROCK OUTCROP
 DG9424_STAMPING: M39 A
 DG9424_MARK LOGO: WOOLPT
 DG9424_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG9424+STABILITY: POSITION/ELEVATION WELL
 DG9424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9424+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 DG9424
 DG9424  HISTORY     - Date     Condition        Report By
 DG9424  HISTORY     - 20041115 MONUMENTED       WOOLPT
 DG9424
 DG9424                          STATION DESCRIPTION
 DG9424
 DG9424'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9424'THE STATION IS LOCATED APPROXIMATELY 10.5 MI NORTHEAST OF THE CITY OF
 DG9424'HATFIELD, 3.6 MI SOUTH-SOUTHEAST OF THE CITY OF MENA, AND IS AT THE
 DG9424'MENA INTERMOUNTAIN MUNICIPAL AIRPORT, IN THE SOUTHEAST QUADRANT OF THE
 DG9424'JUNCTION OF RUNWAY 17/35 WITH RUNWAY 09/27. OWNERSHIP--MENA
 DG9424'INTERMOUNTAIN MUNICIPAL AIRPORT, 520 MENA STREET, MENA, AR 71953,
 DG9424'AIRPORT MANAGER IS DARIAL BAKER - 479.394.4077. CONTACT THE AIRPORT
 DG9424'MANAGER AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR ACCESS TO THE
 DG9424'STATION.
 DG9424' 
 DG9424'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 WITH STATE
 DG9424'HIGHWAY 88 (MENA STREET), IN THE CITY OF MENA, GO EAST-NORTHEAST 0.75
 DG9424'MI ON HIGHWAY 71 TO THE JUNCTION OF HIGHWAY 71 WITH STATE HIGHWAY 8
 DG9424'(MORROW STREET), TURN RIGHT AND GO SOUTH THEN SOUTHEAST 2.05 MI ON
 DG9424'HIGHWAY 8 TO THE JUNCTION OF HIGHWAY 8 WITH COUNTY HIGHWAY 52 ON THE
 DG9424'RIGHT, TURN RIGHT AND GO SOUTH 0.7 MI ON HIGHWAY 52 TO THE AIRPORT
 DG9424'TERMINAL AND DRIVE ON THE LEFT. FROM THE TERMINAL PROCEED SOUTH 0.15
 DG9424'MI ON THE WEST PARALLEL TAXIWAY TO RUNWAY 17/35 TO THE JUNCTION OF A
 DG9424'EAST-WEST CONNECTOR TAXIWAY, TURN LEFT AND GO EAST APPROXIMATELY 400
 DG9424'FEET TO THE JUNCTION OF THE EAST PARALLEL TAXIWAY TO RUNWAY  17/35,
 DG9424'TURN RIGHT AND GO SOUTH 0.35 MI ON EAST PARALLEL TAXIWAY TO THE
 DG9424'JUNCTION OF TAXIWAY WITH RUNWAY 09/27, CONTINUE SOUTH APPROXIMATELY
 DG9424'400 FEET THROUGH GRASS SAFETY AREA TO THE STATION AHEAD. THE STATION
 DG9424'IS A 3.5-INCH DIAMETER BRONZE CONTROL DISK MARK STAMPED --M39 A 2004--
 DG9424'SET INTO THE TOP OF A 3 METER BY 4 METER SECTION OF EXPOSED BED ROCK,
 DG9424'THE STATION IS NEAR THE HIGHEST POINT ON ROCK AND APPROXIMATELY 1
 DG9424'METER ABOVE RUNWAY PAVEMENT.
 DG9424' 
 DG9424'THE STATION IS 141.15 M (463.1 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY
 DG9424'09/27, 93.36 M (306.3 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DG9424'THE APPROACH END OF RUNWAY 35, 83.2 M (272.9 FT) EAST OF THE LINE OF
 DG9424'SIGHT OF THE EAST EDGE OF RUNWAY 17/35 PAVEMENT, 77.48 M (254.2 FT)
 DG9424'EAST-SOUTHEAST OF THE EAST RUNWAY END INDICATOR LIGHT (REIL) FOR THE
 DG9424'APPROACH OF RUNWAY 35, AND 40.5 M (133 FT) EAST-NORTHEAST OF THE
 DG9424'APPROXIMATE CENTERLINE JUNCTION OF TWO DIRT/GRAVEL PATHS.
 DG9424' 
 DG9424'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DG9424'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1484 ***********************************************************************
 DL1484  DESIGNATION -  MACEDONIA
 DL1484  PID         -  DL1484
 DL1484  STATE/COUNTY-  AR/COLUMBIA
 DL1484  USGS QUAD   -  MACEDONIA (1978)
 DL1484
 DL1484                         *CURRENT SURVEY CONTROL
 DL1484  ___________________________________________________________________
 DL1484* NAD 83(1997)-  33 10 33.40301(N)    093 18 50.41119(W)     ADJUSTED  
 DL1484* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 DL1484  ___________________________________________________________________
 DL1484  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DL1484  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL1484
 DL1484  HORZ ORDER  -  FIRST
 DL1484
 DL1484.The horizontal coordinates were established by classical geodetic methods
 DL1484.and adjusted by the National Geodetic Survey in September 1999..
 DL1484
 DL1484.The orthometric height was scaled from a topographic map.
 DL1484
 DL1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1484
 DL1484.The geoid height was determined by GEOID03.
 DL1484
 DL1484;                    North         East     Units Scale Factor Converg.
 DL1484;SPC AR S     -   457,273.245   277,446.206   MT  1.00002982   -0 44 07.6
 DL1484;SPC AR S     - 1,500,237.30    910,254.76   sFT  1.00002982   -0 44 07.6
 DL1484;UTM  15      - 3,670,836.426   470,725.437   MT  0.99961057   -0 10 18.6
 DL1484
 DL1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1484!SPC AR S     -   0.99998625  x   1.00002982  =   1.00001607
 DL1484!UTM  15      -   0.99998625  x   0.99961057  =   0.99959682
 DL1484
 DL1484|---------------------------------------------------------------------|
 DL1484| PID    Reference Object                     Distance      Geod. Az  |
 DL1484|                                                           dddmmss.s |
 DL1484| CX6703 MACEDONIA RM 2                        6.820 METERS 00307     |
 DL1484| CX6701 MACEDONIA AZ MK                                    0791635.0 |
 DL1484| CX6702 MACEDONIA RM 1                       10.077 METERS 10526     |
 DL1484| DL1485 WESTERN                             APPROX.14.5 KM 1902205.6 |
 DL1484|---------------------------------------------------------------------|
 DL1484
 DL1484                          SUPERSEDED SURVEY CONTROL
 DL1484
 DL1484  NAD 83(1997)-  33 10 33.41160(N)    093 18 50.40187(W) AD(       ) 1
 DL1484  NAD 83(1986)-  33 10 33.41390(N)    093 18 50.40034(W) AD(       ) 1
 DL1484  NAD 27      -  33 10 32.94100(N)    093 18 49.78700(W) AD(       ) 1
 DL1484
 DL1484.Superseded values are not recommended for survey control.
 DL1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1484.See file dsdata.txt to determine how the superseded data were derived.
 DL1484
 DL1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7072570836(NAD 83)
 DL1484_MARKER: DS = TRIANGULATION STATION DISK
 DL1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1484
 DL1484  HISTORY     - Date     Condition        Report By
 DL1484  HISTORY     - 1950     MONUMENTED       CGS
 DL1484  HISTORY     - 1959     POOR             USGS
 DL1484  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DL1484
 DL1484                          STATION DESCRIPTION
 DL1484
 DL1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1484'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF MAGNOLIA
 DL1484'AND 1.0 MILE WEST-SOUTHWEST OF THE VILLAGE OF MACEDONIA,
 DL1484'ON THE HIGHEST POINT OF A PROMINENT TIMBERED HILL AND ON LAND
 DL1484'OWNED BY MR. CLARENCE WILLIS OF TAYLOR.  IT IS 58 FEET SOUTH
 DL1484'OF EAST-WEST GRADED ROAD, 17 FEET NORTHWEST OF FENCE CORNER
 DL1484'AND 6 FEET EAST OF WITNESS POST.  IT IS STAMPED MACEDONIA
 DL1484'1950 AND PROJECTS 2 INCHES.
 DL1484'
 DL1484'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 12 FEET
 DL1484'EAST OF EAST END OF GATE IN PASTURE AND 2 FEET NORTH OF
 DL1484'FENCE LINE.  IT IS STAMPED MACEDONIA NO 1 1950 AND PROJECTS
 DL1484'2 INCHES.
 DL1484'
 DL1484'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 36 FEET SOUTH
 DL1484'OF THE CENTER OF GRADED ROAD.  IT IS STAMPED MACEDONIA NO 2
 DL1484'1950 AND PROJECTS 4 INCHES.
 DL1484'
 DL1484'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 43.69 FEET.
 DL1484'
 DL1484'THE AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF THE STATION, 20 FEET
 DL1484'EAST OF THE CENTER OF ROAD LEADING TO OIL WELL AND 1 FOOT
 DL1484'WEST OF WITNESS POST.  IT IS STAMPED MACEDONIA 1950 AND PROJECTS
 DL1484'4 INCHES.  TO REACH FROM THE STATION, GO EAST FOR 0.3 MILE
 DL1484'TO SIDE ROAD LEFT LEADING TO OIL WELL, TURN LEFT AND GO NORTH
 DL1484'0.1 MILE TO THE MARK ON THE EAST SIDE AS DESCRIBED.
 DL1484'
 DL1484'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT
 DL1484'HOUSE IN MAGNOLIA, GO SOUTH 0.4 MILE TO END OF PAVEMENT
 DL1484'WHERE STATE ROUTE 19 COMES IN FROM THE LEFT, KEEP STRAIGHT
 DL1484'AHEAD AND FOLLOW STATE ROUTE NO 19 SOUTHWESTERLY FOR 7.05
 DL1484'MILES TO SIDE ROAD RIGHT AT COMBINATION STORE AND SERVICE
 DL1484'STATION OF O.A. FRANKS, TURN RIGHT AND GO 0.05 MILE TO ANOTHER
 DL1484'STORE ON RIGHT AND FORKS, BEAR LEFT AND CONTINUE FOR 0.4 MILE
 DL1484'TO FORKS, BEAR RIGHT AND FOLLOW GRADED ROAD WEST FOR 0.6 MILE
 DL1484'TO TOP OF HILL AND WHITE HOUSE ON THE RIGHT AND STATION
 DL1484'ON THE LEFT AS DESCRIBED.
 DL1484'
 DL1484'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1484
 DL1484                          STATION RECOVERY (1959)
 DL1484
 DL1484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DL1484'STATION WAS FOUND STILL IN GROUND BUT PUSHED TO ONE SIDE BY
 DL1484'BULLDOZER.
 DL1484'
 DL1484'R.M. NO. 1 FOUND LAYING OUT OF GROUND.
 DL1484'
 DL1484'R.M. NO. 2 NOT FOUND.
 DL1484
 DL1484                          STATION RECOVERY (1963)
 DL1484
 DL1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1484'THE SURFACE STATION MARK WAS FOUND TO BE TILTED SO THIS MARK
 DL1484'WAS REMOVED AND THE UNDERGROUND MARK WAS RECOVERED IN GOOD
 DL1484'CONDITION.  THE SURFACE MARK WAS RESET BY PLUMBING OVER THE
 DL1484'UNDERGROUND MARK.  THE STATION MARK DISK IS STAMPED MACEDONIA
 DL1484'1950 1963.
 DL1484'
 DL1484'ONE REFERENCE MARK WAS FOUND LYING ON TOP OF THE GROUND SO
 DL1484'THIS MARK WAS RESET AND RESTAMPED MACEDONIA NO 3 1950.  IT
 DL1484'IS LOCATED 30.64 FEET NORTH OF THE STATION, 23 FEET SOUTH
 DL1484'OF THE CENTERLINE OF THE ROAD AND 36 FEET WEST-SOUTHWEST
 DL1484'OF A POWERLINE POLE.  R.M. NO. 1 IS 33.06 FEET EAST OF THE
 DL1484'STATION.
 DL1484'
 DL1484'THE ANGLE WAS NOT MEASURED BETWEEN THE AZIMUTH MARK AND THE
 DL1484'RESET REFERENCE MARK AS THE AZIMUTH MARK WAS NOT VISABLE
 DL1484'FROM THE STATION.
 DL1484'
 DL1484'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1484'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2003 ***********************************************************************
 DK2003  HT_MOD      -  This is a Height Modernization Survey Station.
 DK2003  DESIGNATION -  MACON
 DK2003  PID         -  DK2003
 DK2003  STATE/COUNTY-  AR/CHICOT
 DK2003  USGS QUAD   -  HALLEY (1981)
 DK2003
 DK2003                         *CURRENT SURVEY CONTROL
 DK2003  ___________________________________________________________________
 DK2003* NAD 83(1997)-  33 30 26.24569(N)    091 18 11.66163(W)     ADJUSTED  
 DK2003* NAVD 88     -        41.79   (meters)     137.1    (feet)  GPS OBS   
 DK2003  ___________________________________________________________________
 DK2003  X           -    -121,080.013 (meters)                     COMP
 DK2003  Y           -  -5,322,258.981 (meters)                     COMP
 DK2003  Z           -   3,501,017.050 (meters)                     COMP
 DK2003  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DK2003  ELLIP HEIGHT-          15.40  (meters)          (11/18/03) GPS OBS
 DK2003  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK2003
 DK2003  HORZ ORDER  -  B
 DK2003  ELLP ORDER  -  FOURTH    CLASS I
 DK2003
 DK2003.The horizontal coordinates were established by GPS observations
 DK2003.and adjusted by the National Geodetic Survey in November 2003..
 DK2003
 DK2003.The orthometric height was determined by GPS observations and a
 DK2003.high-resolution geoid model using precise GPS observation and
 DK2003.processing techniques.
 DK2003
 DK2003.Photographs are available for this station.
 DK2003
 DK2003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2003
 DK2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2003
 DK2003.The ellipsoidal height was determined by GPS observations
 DK2003.and is referenced to NAD 83.
 DK2003
 DK2003.The geoid height was determined by GEOID03.
 DK2003
 DK2003;                    North         East     Units Scale Factor Converg.
 DK2003;SPC AR S     -   493,456.404   464,736.288   MT  0.99996050   +0 23 23.9
 DK2003;SPC AR S     - 1,618,948.22  1,524,722.30   sFT  0.99996050   +0 23 23.9
 DK2003;UTM  15      - 3,708,815.977   657,600.105   MT  0.99990622   +0 56 12.8
 DK2003
 DK2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2003!SPC AR S     -   0.99999758  x   0.99996050  =   0.99995808
 DK2003!UTM  15      -   0.99999758  x   0.99990622  =   0.99990380
 DK2003
 DK2003|---------------------------------------------------------------------|
 DK2003| PID    Reference Object                     Distance      Geod. Az  |
 DK2003|                                                           dddmmss.s |
 DK2003| DK2002 MACON RM A                           29.616 METERS 00148     |
 DK2003| CY6922 MACON AZ MK                                        1293744.7 |
 DK2003| CY6923 MACON RM 1                           44.053 METERS 17944     |
 DK2003| CY6924 MACON RM 2                           34.650 METERS 28200     |
 DK2003| DK2006 HALLEY MUN TANK                     APPROX. 9.2 KM 3034736.4 |
 DK2003|---------------------------------------------------------------------|
 DK2003
 DK2003                          SUPERSEDED SURVEY CONTROL
 DK2003
 DK2003  NAD 83(1997)-  33 30 26.24639(N)    091 18 11.66077(W) AD(       ) 1
 DK2003  NAD 83(1997)-  33 30 26.24984(N)    091 18 11.65850(W) AD(       ) 1
 DK2003  NAD 83(1986)-  33 30 26.25480(N)    091 18 11.65611(W) AD(       ) 1
 DK2003  NAD 27      -  33 30 25.84882(N)    091 18 11.23735(W) AD(       ) 1
 DK2003  NGVD 29 (07/19/86)   41.0    (m)          135.     (f) VERT ANG       
 DK2003
 DK2003.Superseded values are not recommended for survey control.
 DK2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2003.See file dsdata.txt to determine how the superseded data were derived.
 DK2003
 DK2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5760008816(NAD 83)
 DK2003_MARKER: DS = TRIANGULATION STATION DISK
 DK2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2003_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK2003_STAMPING: MACON 1965
 DK2003_MARK LOGO: CGS   
 DK2003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2003+STABILITY: SURFACE MOTION
 DK2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2003+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 DK2003
 DK2003  HISTORY     - Date     Condition        Report By
 DK2003  HISTORY     - 1965     MONUMENTED       CGS
 DK2003  HISTORY     - 20020723 GOOD             PYBURN
 DK2003  HISTORY     - 20020914 GOOD             PYBURN
 DK2003  HISTORY     - 20030729 GOOD             EMCINC
 DK2003
 DK2003                          STATION DESCRIPTION
 DK2003
 DK2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK2003'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF MCGEHEE, 8 MILES
 DK2003'EAST OF DERMOTT AND 5 MILES SOUTHWEST OF EUNICE LANDING, WHICH
 DK2003'IS ON THE WEST BANK OF THE MISSISSIPPI RIVER.  IT IS IN THE
 DK2003'SOUTH 1/2 OF SECTION 3, T 14 S, R 2 W.
 DK2003'
 DK2003'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND, CONCRETE
 DK2003'MONUMENTS.
 DK2003'
 DK2003'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 DK2003'STATE HIGHWAY 35 WHICH IS ABOUT 4 MILES EAST OF DERMOTT.  GO
 DK2003'EAST ON HIGHWAY 35 FOR 2.6 MILES TO A RAILROAD TRACK, CONTINUE
 DK2003'EAST ON HIGHWAY 35 FOR 0.3 MILE TO A CROSSROADS AND COXS STORE
 DK2003'IN THE NORTHWEST ANGLE.  TURN RIGHT, SOUTHERLY, STILL ON STATE
 DK2003'HIGHWAY 35 FOR 2 MILES TO WHERE HIGHWAY 35 TURNS EAST, CONTINUE
 DK2003'EAST ON HIGHWAY 35, NOW A GRAVELED ROAD, FOR 1.2 MILES TO A
 DK2003'CONCRETE BRIDGE.  CONTINUE EASTERLY FOR 0.75 MILE TO A FARM
 DK2003'ROAD, LEFT.  TURN LEFT, NORTH, ON FARM ROAD FOR 0.2 MILE TO
 DK2003'STATION AS DESCRIBED.
 DK2003'
 DK2003'TO REACH AZIMUTH FROM STATION, GO 0.2 MILE SOUTH TO THE
 DK2003'GRAVELED ROAD, AND TURN LEFT, EAST, FOR 0.25 MILE TO AZIMUTH MARK
 DK2003'ON RIGHT AS DESCRIBED.
 DK2003'
 DK2003'STATION MARK IS STAMPED MACON 1965 AND IS SET ABOUT 12 INCHES
 DK2003'BELOW THE SURFACE OF THE GROUND.  IT IS 95.6 FEET
 DK2003'NORTH-NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER, 23 FEET
 DK2003'WEST OF A TRACK ROAD AT WEST EDGE OF A CULTIVATED FIELD AND 80
 DK2003'FEET NORTH OF CENTER OF A DRIVEWAY LEADING TO A BRICK HOUSE.
 DK2003'
 DK2003'REFERENCE MARK NUMBER 1 IS STAMPED MACON NO 1 1965 AND IS
 DK2003'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 64.2 FEET
 DK2003'SOUTH-SOUTHWEST OF THE POWERLINE POLE WITH TRANSFORMER, 13 FEET
 DK2003'WEST OF THE CENTER OF THE DRIVEWAY AND IN THE SOUTHEAST CORNER
 DK2003'OF A LAWN.
 DK2003'
 DK2003'REFERENCE MARK NUMBER 2 IS STAMPED MACON NO 2 1965 AND IS
 DK2003'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 67.3 FEET
 DK2003'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 30
 DK2003'FEET EAST OF A 30 INCH PECAN TREE AND 19 FEET WEST OF A
 DK2003'FARMYARD DRIVEWAY.
 DK2003'
 DK2003'AZIMUTH MARK IS STAMPED MACON 1965 AND PROJECTS 3 INCHES ABOVE
 DK2003'THE SURFACE OF THE GROUND.  IT IS 29 FEET SOUTH OF CENTER OF THE
 DK2003'GRAVELED ROAD, 3.5 FEET NORTH OF A FENCELINE, 2.4 FEET NORTH OF
 DK2003'A METAL WITNESS POST AND ABOUT 44-1/2 FEET WEST OF A TELEPHONE
 DK2003'POLE.
 DK2003
 DK2003                          STATION RECOVERY (2002)
 DK2003
 DK2003'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK2003'RECOVERED AS DESCRIBED
 DK2003'IPYBURN
 DK2003'
 DK2003
 DK2003                          STATION RECOVERY (2002)
 DK2003
 DK2003'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK2003'RECOVERED AS DESCRIBEDIPYBURN
 DK2003
 DK2003                          STATION RECOVERY (2003)
 DK2003
 DK2003'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DK2003'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DK2003'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2002 ***********************************************************************
 DK2002  DESIGNATION -  MACON RM A
 DK2002  PID         -  DK2002
 DK2002  STATE/COUNTY-  AR/CHICOT
 DK2002  USGS QUAD   -  HALLEY (1981)
 DK2002
 DK2002                         *CURRENT SURVEY CONTROL
 DK2002  ___________________________________________________________________
 DK2002* NAD 83(1997)-  33 30 27.20649(N)    091 18 11.62557(W)     ADJUSTED  
 DK2002* NAVD 88     -        40.9    (meters)     134.     (feet)  VERTCON   
 DK2002  ___________________________________________________________________
 DK2002  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DK2002  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK2002
 DK2002  HORZ ORDER  -  FIRST
 DK2002
 DK2002.The horizontal coordinates were established by classical geodetic methods
 DK2002.and adjusted by the National Geodetic Survey in September 1999..
 DK2002
 DK2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2002
 DK2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2002
 DK2002.The geoid height was determined by GEOID03.
 DK2002
 DK2002;                    North         East     Units Scale Factor Converg.
 DK2002;SPC AR S     -   493,486.011   464,737.017   MT  0.99996046   +0 23 23.9
 DK2002;SPC AR S     - 1,619,045.35  1,524,724.70   sFT  0.99996046   +0 23 23.9
 DK2002;UTM  15      - 3,708,845.587   657,600.552   MT  0.99990622   +0 56 12.8
 DK2002
 DK2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2002!SPC AR S     -   0.99999771  x   0.99996046  =   0.99995817
 DK2002!UTM  15      -   0.99999771  x   0.99990622  =   0.99990393
 DK2002
 DK2002:                Primary Azimuth Mark                     Grid Az
 DK2002:SPC AR S     -  EUNICE                                   062 48 07.1
 DK2002:UTM  15      -  EUNICE                                   062 15 18.2
 DK2002
 DK2002|---------------------------------------------------------------------|
 DK2002| PID    Reference Object                     Distance      Geod. Az  |
 DK2002|                                                           dddmmss.s |
 DK2002| DK1999 EUNICE                              APPROX. 7.4 KM 0631131.0 |
 DK2002| DK2003 MACON                                29.616 METERS 18148     |
 DK2002| DK2006 HALLEY MUN TANK                     APPROX. 9.2 KM 3033812.6 |
 DK2002|---------------------------------------------------------------------|
 DK2002
 DK2002                          SUPERSEDED SURVEY CONTROL
 DK2002
 DK2002  NAD 83(1997)-  33 30 27.20995(N)    091 18 11.62330(W) AD(       ) 1
 DK2002  NAD 83(1986)-  33 30 27.21493(N)    091 18 11.62091(W) AD(       ) 1
 DK2002  NAD 27      -  33 30 26.80894(N)    091 18 11.20215(W) AD(       ) 1
 DK2002  NGVD 29 (07/19/86)   41.0    (m)          135.     (f) VERT ANG       
 DK2002
 DK2002.Superseded values are not recommended for survey control.
 DK2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2002.See file dsdata.txt to determine how the superseded data were derived.
 DK2002
 DK2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5760108846(NAD 83)
 DK2002_MARKER: DS = TRIANGULATION STATION DISK
 DK2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2002+STABILITY: SURFACE MOTION
 DK2002
 DK2002  HISTORY     - Date     Condition        Report By
 DK2002  HISTORY     - 1965     MONUMENTED       CGS
 DK2002
 DK2002                          STATION DESCRIPTION
 DK2002
 DK2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DK2002'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF MCGEHEE, ABOUT 8
 DK2002'MILES EAST OF DERMOTT AND 5 MILES SOUTHWEST OF EUNICE LANDING,
 DK2002'WHICH IS ON THE WEST BANK OF THE MISSISSIPPI RIVER.  IT IS NEAR
 DK2002'THE SAME LOCATION AS TRIANGULATION STATION MACON.  STATION IS
 DK2002'MARKED BY A STANDARD TRIANGULATION STATION DISK THAT IS
 DK2002'CEMENTED IN THE TOP OF A 10 INCH CONCRETE CYLINDER THAT IS 12
 DK2002'INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 DK2002'MACON RM A 1965.  IT IS 81 FEET WEST-SOUTHWEST OF A 30 INCH
 DK2002'PECAN TREE, 61 FEET EAST OF GAS PUMP AND 34 FEET WEST OF THE
 DK2002'APPROXIMATE CENTER OF DIRT ROAD.
 DK2002'
 DK2002'OBSERVATIONS WERE TAKEN FROM A 116 FOOT STEEL TOWER.
 DK2002'
 DK2002'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MACON
 DK2002'A DISTANCE OF 29.594 METERS OR 97.09 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3010 ***********************************************************************
 EH3010  DESIGNATION -  MADDING
 EH3010  PID         -  EH3010
 EH3010  STATE/COUNTY-  AR/JEFFERSON
 EH3010  USGS QUAD   -  MOSCOW (1971)
 EH3010
 EH3010                         *CURRENT SURVEY CONTROL
 EH3010  ___________________________________________________________________
 EH3010* NAD 83(1997)-  34 13 28.52877(N)    091 50 00.75104(W)     ADJUSTED  
 EH3010* NAVD 88     -        61.03   (+/-2cm)     200.2    (feet)  VERTCON   
 EH3010  ___________________________________________________________________
 EH3010  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 EH3010  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH3010
 EH3010  HORZ ORDER  -  FIRST
 EH3010  VERT ORDER  -  THIRD ? (See Below)
 EH3010
 EH3010.The horizontal coordinates were established by classical geodetic methods
 EH3010.and adjusted by the National Geodetic Survey in September 1999..
 EH3010
 EH3010.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3010.The vertical order pertains to the NGVD 29 superseded value.
 EH3010
 EH3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3010
 EH3010.The geoid height was determined by GEOID03.
 EH3010
 EH3010;                    North         East     Units Scale Factor Converg.
 EH3010;SPC AR S     -   572,805.929   415,336.427   MT  0.99992396   +0 05 35.4
 EH3010;SPC AR S     - 1,879,280.79  1,362,649.59   sFT  0.99992396   +0 05 35.4
 EH3010;UTM  15      - 3,787,673.832   607,438.297   MT  0.99974229   +0 39 22.0
 EH3010
 EH3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3010!SPC AR S     -   0.99999451  x   0.99992396  =   0.99991847
 EH3010!UTM  15      -   0.99999451  x   0.99974229  =   0.99973680
 EH3010
 EH3010:                Primary Azimuth Mark                     Grid Az
 EH3010:SPC AR S     -  HUMPHREY MUNICIPAL TANK                  028 19 45.8
 EH3010:UTM  15      -  HUMPHREY MUNICIPAL TANK                  027 45 59.2
 EH3010
 EH3010|---------------------------------------------------------------------|
 EH3010| PID    Reference Object                     Distance      Geod. Az  |
 EH3010|                                                           dddmmss.s |
 EH3010| EH2997 HUMPHREY MUNICIPAL TANK             APPROX.24.9 KM 0282521.2 |
 EH3010| CY6925 MADDING AZ MK                                      0462928.6 |
 EH3010| EH1750 MADDING RM 1                         50.380 METERS 08622     |
 EH3010| EH3003 GRADY MUNICIPAL TANK                APPROX.20.2 KM 1425547.1 |
 EH3010| EH1751 MADDING RM 2                         49.297 METERS 18224     |
 EH3010| EJ1793 PINE BLUFF FED COMP PLANT 1 TK      APPROX.18.3 KM 2695746.4 |
 EH3010| EJ1787 PINE BLUFF RADIO STA KOTN MAST      APPROX.15.6 KM 2700459.5 |
 EH3010| EJ1800 PINE BLUFF FED COMP PLANT 4 TK      APPROX.18.9 KM 2701837.3 |
 EH3010| EJ1799 PINE BLUFF ARK POWER LT E STK       APPROX.16.9 KM 2702932.5 |
 EH3010| EH3016 PINE BLUFF FED COMP NO 2 SE TK      APPROX.12.6 KM 2704157.6 |
 EH3010| EH3018 PINE BLUFF FED COMP NO 2 NW TK      APPROX.13.0 KM 2704658.9 |
 EH3010| EH3020 PINE BLUFF STANDPIPE                APPROX.13.9 KM 2720415.2 |
 EH3010| EH3008 LAKE DICK FARM INC WATER TANK       APPROX. 2.9 KM 3465908.9 |
 EH3010| EH3033 ALTHEIMER MUNICIPAL TANK            APPROX.10.6 KM 3523537.2 |
 EH3010|---------------------------------------------------------------------|
 EH3010
 EH3010                          SUPERSEDED SURVEY CONTROL
 EH3010
 EH3010  NAD 83(1986)-  34 13 28.53722(N)    091 50 00.74461(W) AD(       ) 1
 EH3010  NAD 27      -  34 13 28.18200(N)    091 50 00.26600(W) AD(       ) 1
 EH3010  NGVD 29 (07/19/86)   61.08   (m)          200.4    (f) LEVELING    3  
 EH3010
 EH3010.Superseded values are not recommended for survey control.
 EH3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3010.See file dsdata.txt to determine how the superseded data were derived.
 EH3010
 EH3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0743887674(NAD 83)
 EH3010_MARKER: DS = TRIANGULATION STATION DISK
 EH3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3010
 EH3010  HISTORY     - Date     Condition        Report By
 EH3010  HISTORY     - 1938     MONUMENTED       CGS
 EH3010  HISTORY     - 1940     GOOD             CGS
 EH3010
 EH3010                          STATION DESCRIPTION
 EH3010
 EH3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 EH3010'STATION IS LOCATED ABOUT 10 MILES S BY E BY ROAD FROM ALTHEIMER
 EH3010'ON A PLANTATION OWNED BY MORGAN AND HARKEY.  IT IS A SMALL
 EH3010'CULTIVATED LOT BETWEEN PLANTATION HOUSE AND E AND W ROAD TO
 EH3010'THE N.  MARK IS 69 FEET S OF E AND W ROAD, 155 FEET N OF THE
 EH3010'NW CORNER OF HOUSE, 109 FEET W OF DRIVEWAY INTO PLANTATION
 EH3010'HOUSE, WHICH IS A LARGE TWO-STORY BUILDING.
 EH3010'
 EH3010'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH3010'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH3010'
 EH3010'SURFACE MARK IS STAMPED MADDING 1940 AND IS SET 12 INCHES
 EH3010'BELOW THE SURFACE OF THE GROUND.
 EH3010'
 EH3010'REFERENCE MARK NO.1 IS E OF THE STATION, 55 FEET E OF DRIVEWAY
 EH3010'INTO PLANTATION, 30 FEET S OF E AND W ROAD, AND PROJECTING 6
 EH3010'INCHES.
 EH3010'
 EH3010'REFERENCE MARK NO.2 IS S OF THE STATION, 13 FEET W OF THE W
 EH3010'SIDE OF BRICK PORCH OF HOUSE, 4 FEET N OF THE N SIDE OF WELL
 EH3010'HOUSE, AND PROJECTING 8 INCHES.
 EH3010'
 EH3010'THE AZIMUTH MARK IS NE OF STATION IN THE W FENCE OF BARNYARD
 EH3010'ABOUT 90 FEET NW OF ROAD, AND ABOUT 150 FEET SW OF HOUSE, AND
 EH3010'PROJECTING 8 INCHES.
 EH3010'
 EH3010'TO REACH THE AZIMUTH MARK FROM STATION, DRIVE N 0.15 MILE
 EH3010'TO NEW ROAD, THEN TURN RIGHT NE AND DRIVE 0.9 MILE TO SMALL
 EH3010'HOUSE ON THE LEFT AND AZIMUTH MARK.
 EH3010'
 EH3010'STATION WAS REACHED FROM ALTHEIMER BY DRIVING S ACROSS RAILROAD
 EH3010'PAST E SIDE OF DEPOT ON GRAVEL ROAD IN A S AND E DIRECTION
 EH3010'FOR 5.6 MILES TO GRAVEL ROAD RIGHT OR W.  THIS ROAD LEADS
 EH3010'INTO THE LAKE DICK FARM, INCORPORATED, U.S. DEPARTMENT OF
 EH3010'AGRICULTURE.  FOLLOW THIS ROAD 1.25 MILES TO THE FARM COMMUNITY
 EH3010'HALL, THEN LEFT OR S ON GRAVEL ROAD BETWEEN SCHOOL BUILDINGS
 EH3010'FOR 2.35 MILES TO HOUSE ON RIGHT AND STATION.  THIS ROAD
 EH3010'CURVES E ALONG LEVEE.
 EH3010'
 EH3010'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 EH3010
 EH3010                          STATION RECOVERY (1940)
 EH3010
 EH3010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3010'STATION RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 EH3010'
 EH3010'STATION IS LOCATED ABOUT 10 MILES S BY E FROM ALTHEIMER ON A
 EH3010'PLANTATION OWNED BY MORGAN HARKEY.  IT IS IN A SMALL CULTIVATED
 EH3010'FIELD BETWEEN THE PLANTATION HOUSE AND AN E AND W ROAD TO
 EH3010'THE N.  MARK IS 69 FEET S OF AN E AND W ROAD, 155 FEET N OF
 EH3010'THE NW CORNER OF HOUSE, 109 FEET W OF DRIVEWAY TO THE HOUSE
 EH3010'WHICH IS A LARGE TWO-STORY BUILDING.
 EH3010'
 EH3010'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH3010'BRONZE DISKS SET IN CONCRETE.
 EH3010'
 EH3010'SURFACE MARK IS SET 12 INCHES BELOW THE SURFACE OF THE GROUND.
 EH3010'
 EH3010'REFERENCE MARK NO.1 IS E OF THE STATION, 55 FEET E OF THE
 EH3010'DRIVEWAY TO THE PLANTATION AND 30 FEET S OF AN E AND W ROAD.
 EH3010'IT PROJECTS 8 INCHES AND IS STAMPED MADDING NO.1, 1938.
 EH3010'THERE IS A WHITE REFERENCE POST 1 FOOT S OF THE MARK.
 EH3010'
 EH3010'REFERENCE MARK NO.2 IS S OF THE STATION, 13 FEET W OF THE E SIDE
 EH3010'OF A BRICK PORCH ON THE HOUSE AND 3 FEET N OF THE N SIDE OF
 EH3010'A WELL HOUSE.  IT PROJECTS 8 INCHES AND IS STAMPED MADDING
 EH3010'NO.2, 1938.
 EH3010'
 EH3010'THE AZIMUTH MARK IS 1.2 MILES NE OF THE STATION IN THE W
 EH3010'FENCE OF A BARNYARD, ABOUT 90 FEET NW OF A ROAD AND ABOUT
 EH3010'150 FEET SW OF A FARMHOUSE.  IT PROJECTS 8 INCHES AND IS
 EH3010'STAMPED MADDING 1938.  THERE IS A WHITE REFERENCE POST 2
 EH3010'FEET NW OF THE MARK.
 EH3010'
 EH3010'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE E FOR 0.6
 EH3010'MILE, TURN N AND DRIVE 1 MILE TO THE MARK ON RIGHT.
 EH3010'
 EH3010'THERE WAS A SLIGHT DISCREPANCY IN THE DISTANCE TO THE AZIMUTH
 EH3010'MARK AND IN THE DIRECTIONS TO REACH IT.  THE 1940 DESCRIPTION
 EH3010'WAS CHECKED AND SHOULD BE CONSIDERED CORRECT.
 EH3010'
 EH3010'STATION IS REACHED FROM ALTHEIMER BY DRIVING S ACROSS RAILROAD
 EH3010'TRACKS, PAST E SIDE OF DEPOT ON GRAVELLED ROAD LEADING IN AN
 EH3010'E AND S DIRECTION FOR 5.6 MILES TO A GRAVEL ROAD RIGHT (W).
 EH3010'THIS ROAD LEADS INTO THE DISK LAKE FARM INCORPORATED, U.S.
 EH3010'DEPARTMENT OF AGRICULTURE.  FOLLOW THIS ROAD 1.25 MILES TO
 EH3010'THE FARM COMMUNITY HALL, THEN LEFT (S) ON GRAVELLED ROAD
 EH3010'BETWEEN SCHOOL BUILDINGS FOR 2.35 MILES TO HOUSE ON RIGHT
 EH3010'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1750 ***********************************************************************
 EH1750  DESIGNATION -  MADDING RM 1
 EH1750  PID         -  EH1750
 EH1750  STATE/COUNTY-  AR/JEFFERSON
 EH1750  USGS QUAD   -  MOSCOW (1971)
 EH1750
 EH1750                         *CURRENT SURVEY CONTROL
 EH1750  ___________________________________________________________________
 EH1750* NAD 83(1986)-  34 13 25.     (N)    091 49 59.     (W)     SCALED    
 EH1750* NAVD 88     -        61.668  (meters)     202.32   (feet)  ADJUSTED  
 EH1750  ___________________________________________________________________
 EH1750  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1750  DYNAMIC HT  -          61.608 (meters)     202.13  (feet)  COMP
 EH1750  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 EH1750
 EH1750  VERT ORDER  -  SECOND    CLASS 0
 EH1750
 EH1750.The horizontal coordinates were scaled from a topographic map and have
 EH1750.an estimated accuracy of +/- 6 seconds.
 EH1750
 EH1750.The orthometric height was determined by differential leveling
 EH1750.and adjusted by the National Geodetic Survey in August 1993..
 EH1750
 EH1750.The geoid height was determined by GEOID03.
 EH1750
 EH1750.The dynamic height is computed by dividing the NAVD 88
 EH1750.geopotential number by the normal gravity value computed on the
 EH1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1750.degrees latitude (g = 980.6199 gals.).
 EH1750
 EH1750.The modeled gravity was interpolated from observed gravity values.
 EH1750
 EH1750;                    North         East    Units  Estimated Accuracy
 EH1750;SPC AR S     -   572,700.      415,380.      MT  (+/- 180 meters Scaled)
 EH1750
 EH1750                          SUPERSEDED SURVEY CONTROL
 EH1750
 EH1750  NAVD 88 (06/15/91)   61.678  (m)          202.36   (f) UNKNOWN     2 0
 EH1750  NGVD 29 (??/??/??)   61.710  (m)          202.46   (f) ADJUSTED    2 0
 EH1750
 EH1750.Superseded values are not recommended for survey control.
 EH1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1750.See file dsdata.txt to determine how the superseded data were derived.
 EH1750
 EH1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT074875(NAD 83)
 EH1750_MARKER: DR = REFERENCE MARK DISK
 EH1750_SETTING: 0 = UNSPECIFIED SETTING
 EH1750_STAMPING: MADDING NO 1 1938
 EH1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1750
 EH1750  HISTORY     - Date     Condition        Report By
 EH1750  HISTORY     - 1938     MONUMENTED       CGS
 EH1750  HISTORY     - 1962     GOOD             USGS
 EH1750  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1750
 EH1750                          STATION DESCRIPTION
 EH1750
 EH1750'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EH1750'10.0 MI SE FROM ALTHEIMER.
 EH1750'10.0 MILES SOUTHEAST OF ALTHEIMER, JEFFERSON COUNTY, 6.7 MILES SOUTH
 EH1750'AND 1.0 MILE EAST OF, T. 5 S., R. 7 W., NEAR S/4 COR. OF SEC. 36, IN
 EH1750'NORTHWEST CORNER OF THE YARD OF A MR. MORGAN, OWNER OF A PLANTATION,
 EH1750'70 FEET SOUTH AND 74 FEET WEST OF A DRIVEWAY.  A STANDARD BRONZE DISK
 EH1750'SET IN CONCRETE, 18 INCHES BELOW SURFACE STAMPED MADDING NO 1 1938.
 EH1750
 EH1750                          STATION RECOVERY (2003)
 EH1750
 EH1750'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1751 ***********************************************************************
 EH1751  DESIGNATION -  MADDING RM 2
 EH1751  PID         -  EH1751
 EH1751  STATE/COUNTY-  AR/JEFFERSON
 EH1751  USGS QUAD   -  MOSCOW (1971)
 EH1751
 EH1751                         *CURRENT SURVEY CONTROL
 EH1751  ___________________________________________________________________
 EH1751* NAD 83(1986)-  34 13 25.     (N)    091 50 01.     (W)     SCALED    
 EH1751* NAVD 88     -        62.214  (meters)     204.11   (feet)  ADJUSTED  
 EH1751  ___________________________________________________________________
 EH1751  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH1751  DYNAMIC HT  -          62.153 (meters)     203.91  (feet)  COMP
 EH1751  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 EH1751
 EH1751  VERT ORDER  -  SECOND    CLASS 0
 EH1751
 EH1751.The horizontal coordinates were scaled from a topographic map and have
 EH1751.an estimated accuracy of +/- 6 seconds.
 EH1751
 EH1751.The orthometric height was determined by differential leveling
 EH1751.and adjusted by the National Geodetic Survey in August 1993..
 EH1751
 EH1751.The geoid height was determined by GEOID03.
 EH1751
 EH1751.The dynamic height is computed by dividing the NAVD 88
 EH1751.geopotential number by the normal gravity value computed on the
 EH1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1751.degrees latitude (g = 980.6199 gals.).
 EH1751
 EH1751.The modeled gravity was interpolated from observed gravity values.
 EH1751
 EH1751;                    North         East    Units  Estimated Accuracy
 EH1751;SPC AR S     -   572,700.      415,330.      MT  (+/- 180 meters Scaled)
 EH1751
 EH1751                          SUPERSEDED SURVEY CONTROL
 EH1751
 EH1751  NAVD 88 (06/15/91)   62.224  (m)          204.15   (f) UNKNOWN     2 0
 EH1751  NGVD 29 (??/??/??)   62.256  (m)          204.25   (f) ADJUSTED    2 0
 EH1751
 EH1751.Superseded values are not recommended for survey control.
 EH1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1751.See file dsdata.txt to determine how the superseded data were derived.
 EH1751
 EH1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT074875(NAD 83)
 EH1751_MARKER: DB = BENCH MARK DISK
 EH1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1751_STAMPING: MADDING NO 2 1938
 EH1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1751+STABILITY: SURFACE MOTION
 EH1751
 EH1751  HISTORY     - Date     Condition        Report By
 EH1751  HISTORY     - 1938     MONUMENTED       CGS
 EH1751  HISTORY     - 1940     GOOD             CGS
 EH1751  HISTORY     - 20030616 MARK NOT FOUND   USACE
 EH1751
 EH1751                          STATION DESCRIPTION
 EH1751
 EH1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1751'2.4 MI SE FROM LAKE DICK.
 EH1751'2.4 MILES SOUTHEAST ALONG A GRAVEL ROAD AND A CINDER ROAD FROM LAKE
 EH1751'DICK, JEFFERSON COUNTY, AT THE J. H. MORGAN FARM, 75 YARDS NORTH OF
 EH1751'THE LEVEE, AT THE NORTHWEST CORNER OF A LARGE 2-STORY WHITE FARMHOUSE,
 EH1751'13 FEET WEST OF THE WEST BRICK PORCH WALL, 3.5 FEET NORTH OF A SMALL
 EH1751'FRAME HOUSE OVER A WELL, AT A VINE TRELLIS, AND 2 FEET WEST OF THE
 EH1751'SOUTHWEST CORNER FENCE POST.  A STANDARD REFERENCE-MARK DISK, STAMPED
 EH1751'MADDING NO 2 1938 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 EH1751'INCHES ABOVE GROUND.
 EH1751
 EH1751                          STATION RECOVERY (2003)
 EH1751
 EH1751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1888 ***********************************************************************
 FG1888  DESIGNATION -  MAG
 FG1888  PID         -  FG1888
 FG1888  STATE/COUNTY-  AR/LOGAN
 FG1888  USGS QUAD   -  BLUE MOUNTAIN (1966)
 FG1888
 FG1888                         *CURRENT SURVEY CONTROL
 FG1888  ___________________________________________________________________
 FG1888* NAD 83(1997)-  35 10 01.25833(N)    093 38 41.01331(W)     ADJUSTED  
 FG1888* NAVD 88     -       839.     (meters)    2753.     (feet)  SCALED    
 FG1888  ___________________________________________________________________
 FG1888  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 FG1888  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 FG1888
 FG1888  HORZ ORDER  -  FIRST
 FG1888
 FG1888.The horizontal coordinates were established by classical geodetic methods
 FG1888.and adjusted by the National Geodetic Survey in September 1999..
 FG1888
 FG1888.The orthometric height was scaled from a topographic map.
 FG1888
 FG1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1888
 FG1888.The geoid height was determined by GEOID03.
 FG1888
 FG1888;                    North         East     Units Scale Factor Converg.
 FG1888;SPC AR N     -    93,741.423   250,174.318   MT  0.99996228   -0 57 25.4
 FG1888;SPC AR N     -   307,549.99    820,780.24   sFT  0.99996228   -0 57 25.4
 FG1888;UTM  15      - 3,891,755.048   441,287.064   MT  0.99964248   -0 22 16.9
 FG1888
 FG1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1888!SPC AR N     -   0.99987297  x   0.99996228  =   0.99983526
 FG1888!UTM  15      -   0.99987297  x   0.99964248  =   0.99951550
 FG1888
 FG1888|---------------------------------------------------------------------|
 FG1888| PID    Reference Object                     Distance      Geod. Az  |
 FG1888|                                                           dddmmss.s |
 FG1888| CI2417 MAG RM 1                             20.960 METERS 17802     |
 FG1888| FG1886 JEAN RESET                          APPROX.16.8 KM 1973151.0 |
 FG1888| CI2418 MAG RM 2                             20.815 METERS 24459     |
 FG1888|---------------------------------------------------------------------|
 FG1888
 FG1888                          SUPERSEDED SURVEY CONTROL
 FG1888
 FG1888  NAD 83(1997)-  35 10 01.26860(N)    093 38 41.01107(W) AD(       ) 1
 FG1888  NAD 83(1986)-  35 10 01.26741(N)    093 38 41.00832(W) AD(       ) 1
 FG1888  NAD 27      -  35 10 00.94700(N)    093 38 40.31400(W) AD(       ) 1
 FG1888
 FG1888.Superseded values are not recommended for survey control.
 FG1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1888.See file dsdata.txt to determine how the superseded data were derived.
 FG1888
 FG1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4128791755(NAD 83)
 FG1888_MARKER: DS = TRIANGULATION STATION DISK
 FG1888_SETTING: 80 = SET IN A BOULDER
 FG1888_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1888+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 FG1888
 FG1888  HISTORY     - Date     Condition        Report By
 FG1888  HISTORY     - 1928     MONUMENTED       CGS
 FG1888  HISTORY     - 1935     SEE DESCRIPTION  CGS
 FG1888  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FG1888  HISTORY     - 20050321 GOOD             GEOCAC
 FG1888
 FG1888                          STATION DESCRIPTION
 FG1888
 FG1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 FG1888'ABOUT 18 MILES BY ROAD NORTHWEST OF HAVANA, ON HIGHEST PART
 FG1888'OF MAGAZINE MOUNTAIN ON HIGH WOODED KNOLL BETWEEN TWO DEPRESSIONS
 FG1888'IN TOP OF MOUNTAIN, ABOUT 1-3/4 MILES WEST OF FARMHOUSE AT
 FG1888'CLEARING WHERE MOUNTAIN ROAD MAKES RIGHT-ANGLED BEND FROM
 FG1888'SOUTH TO WEST, AND 1/4 MILE SOUTH OF THIS ROAD, NEAR A FOOT
 FG1888'PATH, 9.3 METERS (31 FEET) SOUTH OF 8-INCH TRIANGLE-BLAZED
 FG1888'BLACK OAK, 9.4 METERS (31 FEET) WEST OF 6-INCH BLAZED BLACK
 FG1888'OAK BY SMALL STUMP, AND 5.8 METERS (19 FEET) SOUTH-SOUTHEAST
 FG1888'OF A 6-INCH BLAZED SPANISH OAK.  SURFACE AND UNDERGROUND
 FG1888'MARKS ARE STANDARD STATION DISKS IN BOULDERS.
 FG1888'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FG1888'BOULDERS.  NO. 1 IS 1.3 METERS (4 FEET) WEST OF
 FG1888'6-INCH BLAZED WHITE OAK, AND 20.96 METERS (68.8 FEET)
 FG1888'FROM STATION, N 62 DEG 04 MIN E.  NO. 2 IS
 FG1888'20.815 METERS (68.29 FEET) FROM STATION, S 51 DEG 00 MIN E.
 FG1888
 FG1888                          STATION RECOVERY (1935)
 FG1888
 FG1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FG1888'THE ORIGINAL DESCRIPTION OF THIS STATION IS GOOD, BUT THE
 FG1888'SURFACE AND UNDERGROUND MARKS HAVE BEEN DUG UP.  THERE ARE
 FG1888'3 LARGE HOLES AT THIS POINT.  THE REFERENCE MARKS AND WITNESS
 FG1888'TREES ARE STILL INTACT.  THIS POINT IS ABOUT 5-1/2 MILES N
 FG1888'AND E OF THE TOWN OF BLUE MOUNTAIN AND CAN BE REACHED BY OLD
 FG1888'ROAD THAT RUNS UP THE W END OF MOUNTAIN.
 FG1888
 FG1888                          STATION RECOVERY (1959)
 FG1888
 FG1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1888'THE UNDERGROUND STATION MARK AND REFERENCE MARKS WERE RECOVERED
 FG1888'AND FOUND IN GOOD CONDITION.  THE ROCK, IN WHICH THE SURFACE
 FG1888'STATION MARK WAS SET, HAS BEEN REMOVED AND WAS FOUND IN A
 FG1888'TILTED POSITION ABOUT DIRECTLY OVER THE UNDERGROUND MARK.
 FG1888'THE UNDERGROUND MARK IS A REFERENCE MARK DISK SET IN BEDROCK
 FG1888'ABOUT 1 FOOT BELOW THE SURFACE AND IS STAMPED MAG 1928.  THE
 FG1888'STATION IS ABOUT 0.4 MILE NORTHEAST OF THE MAGAZINE MOUNTAIN
 FG1888'LODGE.  THERE IS A ROCK CAIRN TO THE NORTHWEST OF THE STATION
 FG1888'AND SOME OLD ANCHOR HOLES ARE STILL VISABLE.
 FG1888'
 FG1888'THE TREE THAT WAS DESCRIBED AS BEING EAST OF R.M. NO. 1 IS
 FG1888'NOW A SNAG BUT THE OLD BLAZES WERE STILL VISABLE.  THIS
 FG1888'MARK IS JUST BELOW THE GROUND LEVEL.
 FG1888'
 FG1888'R.M. NO. 2 IS EASILY RECOVERED AS IT IS IN A BOULDER WHICH
 FG1888'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 FG1888'
 FG1888'TO REACH FROM PARIS GO SOUTH ON THE MAGAZINE MOUNTAIN ROAD
 FG1888'FOR 18.3 MILES TO A FORK, TAKE RIGHT FORK FOR 1.5 MILES
 FG1888'TO FORKS, TAKE LEFT FORK AND FOLLOW SURFACED ROAD FOR 0.45
 FG1888'MILE TO FORKS JUST BEFORE REACHING THE LODGE, TAKE RIGHT FORK
 FG1888'FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO UPHILL
 FG1888'FOR 0.1 MILE TO A LARGE BUILDING ON THE RIGHT AND END OF
 FG1888'TRUCK TRAVEL.  PACK NORTHEAST TO HIGHEST POINT OF MOUNTAIN AND
 FG1888'STATION.  AN OLD WOOD ROAD PASSES ABOUT 75 YARDS SOUTH OF
 FG1888'THE STATION BUT A 4-WHEEL DRIVE TRUCK WOULD BE REQUIRED TO
 FG1888'TRAVEL THIS ROAD.
 FG1888
 FG1888                          STATION RECOVERY (2005)
 FG1888
 FG1888'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1888'ORIGINAL LOCATION OF THE MARK HAS BEEN DISTURBED.  A LARGE MAP MADE OF
 FG1888'STONE HAS BEEN BUILT SHOWING A HIGHPOINT MARK DATED 1964 AND IS
 FG1888'DESIGNATED 43T WITH AN ELEVATION OF 2753'
 FG1888' 
 FG1888'ORIGINAL MARK (MAG) IS INTACT AND IN GOOD SHAPE.  IT IS LOCATED IN AN
 FG1888'OVERTURNED BOULDER ABOUT 3' X 2' X 1' IN SIZE, JUST LITTLE NORTH AND
 FG1888'WEST OF THE NEW MARK.  I ASSUME STATE PARK OFFICIALS MOVED THIS MARK
 FG1888'DUE TO FEAR OF THEFT.  REFERENCE MARK 2 WAS ALSO RECOVERED AT THIS
 FG1888'TIME.  ALL MARKS ARE IN EXCELLENT SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1889 ***********************************************************************
 FG1889  DESIGNATION -  MAGAZINE
 FG1889  PID         -  FG1889
 FG1889  STATE/COUNTY-  AR/LOGAN
 FG1889  USGS QUAD   -  BLUE MOUNTAIN (1966)
 FG1889
 FG1889                         *CURRENT SURVEY CONTROL
 FG1889  ___________________________________________________________________
 FG1889* NAD 83(1997)-  35 09 47.21630(N)    093 40 43.77599(W)     ADJUSTED  
 FG1889* NAVD 88     -       824.     (meters)    2703.     (feet)  SCALED    
 FG1889  ___________________________________________________________________
 FG1889  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 FG1889  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 FG1889
 FG1889  HORZ ORDER  -  FIRST
 FG1889
 FG1889.The horizontal coordinates were established by classical geodetic methods
 FG1889.and adjusted by the National Geodetic Survey in September 1999..
 FG1889
 FG1889.The orthometric height was scaled from a topographic map.
 FG1889
 FG1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1889
 FG1889.The geoid height was determined by GEOID03.
 FG1889
 FG1889;                    North         East     Units Scale Factor Converg.
 FG1889;SPC AR N     -    93,361.187   247,060.843   MT  0.99996278   -0 58 36.9
 FG1889;SPC AR N     -   306,302.49    810,565.45   sFT  0.99996278   -0 58 36.9
 FG1889;UTM  15      - 3,891,343.128   438,178.629   MT  0.99964710   -0 23 27.4
 FG1889
 FG1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1889!SPC AR N     -   0.99987534  x   0.99996278  =   0.99983812
 FG1889!UTM  15      -   0.99987534  x   0.99964710  =   0.99952248
 FG1889
 FG1889|---------------------------------------------------------------------|
 FG1889| PID    Reference Object                     Distance      Geod. Az  |
 FG1889|                                                           dddmmss.s |
 FG1889| CI2419 MAGAZINE RM 1                         1.420 METERS 08615     |
 FG1889| FG1850 DANVILLE                            APPROX.34.0 KM 1104519.7 |
 FG1889| CI1172 MAGAZINE WM BLAZED OAK TREE                        17403     |
 FG1889| CI1169 MAGAZINE WM BLAZE IN OAK TREE                      25930     |
 FG1889| CI2420 MAGAZINE RM 2                         5.090 METERS 26737     |
 FG1889|---------------------------------------------------------------------|
 FG1889
 FG1889                          SUPERSEDED SURVEY CONTROL
 FG1889
 FG1889  NAD 83(1997)-  35 09 47.22680(N)    093 40 43.77383(W) AD(       ) 1
 FG1889  NAD 83(1986)-  35 09 47.22539(N)    093 40 43.77013(W) AD(       ) 1
 FG1889  NAD 27      -  35 09 46.89900(N)    093 40 43.07600(W) AD(       ) 1
 FG1889
 FG1889.Superseded values are not recommended for survey control.
 FG1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1889.See file dsdata.txt to determine how the superseded data were derived.
 FG1889
 FG1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3817991343(NAD 83)
 FG1889_MARKER: DD = SURVEY DISK
 FG1889_SETTING: 66 = SET IN ROCK OUTCROP
 FG1889
 FG1889  HISTORY     - Date     Condition        Report By
 FG1889  HISTORY     - 1916     MONUMENTED       CGS
 FG1889  HISTORY     - 1935     GOOD             ARGS
 FG1889  HISTORY     - 1940     GOOD             CGS
 FG1889  HISTORY     - 1959     GOOD             CGS
 FG1889
 FG1889                          STATION DESCRIPTION
 FG1889
 FG1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 FG1889'STATION IS 3 MILES NE FROM TOWN OF BLUE MOUNTAIN, ON SOUTHERN
 FG1889'SIDE OF WESTERN END OF MAGAZINE MOUNTAIN, 20 METERS (66 FEET)
 FG1889'FROM EDGE OF BLUFF, 1/4 MILE E OF WESTERN END OF TOP, AND 10
 FG1889'METERS (33 FEET) E OF AVENUE CUT THROUGH TIMBER FROM ROAD
 FG1889'S TO BLUFF.  MARKED BY A STANDARD DISK WEDGED IN A DRILL HOLE
 FG1889'IN OUTCROPPING BEDROCK.  REFERENCE MARKS ARE STANDARD DISKS
 FG1889'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  NO. 1 IS 1.42
 FG1889'METERS (4.7 FEET) FROM STATION, N 86 DEG E.  NO. 2
 FG1889'IS 5.09 METERS (16.7 FEET) FROM STATION, S 87 DEG 36 MIN W.
 FG1889'WITNESS MARKS ARE TREES MARKED WITH A TRIANGULAR
 FG1889'BLAZE WITH A NAIL AT THE CENTER OF EACH APEX OF THE
 FG1889'TRIANGLE, AND ARE 4.77 METERS (15.6 FEET) FROM STATION,
 FG1889'S 05 DEG 58 MIN E, 24.15 METERS (79.2 FEET) FROM
 FG1889'STATION, S 79 DEG 29 MIN W.  WITNESS MARK, TWIN OAKS,
 FG1889'IS 23.70 METERS (77.8 FEET) FROM STATION, N 62 DEG 42 MIN W.
 FG1889'AZIMUTH FROM STATION TO HOTEL AT W END OF
 FG1889'MOUNTAIN IS 102 DEG.  ELEVATION OF STATION MARK IS 818.6 METERS
 FG1889'(2,686 FEET).
 FG1889
 FG1889                          STATION RECOVERY (1935)
 FG1889
 FG1889'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 FG1889'STATION IS ABOUT 5 MILES BY ROAD FROM THE TOWN OF BLUE MOUNTAIN,
 FG1889'THIS ROAD GOES UP THE WESTERN END OF MAGAZINE MOUNTAIN.  AT
 FG1889'PRESENT THIS ROAD IS IMPASSABLE TO AUTOMOBILES, BUT IS BEING
 FG1889'WORKED ON.  THE STATION DISK AND BOTH REFERENCE
 FG1889'DISKS ARE IN GOOD CONDITION, AND 2 OF THE WITNESS TREES ARE
 FG1889'STILL GOOD.
 FG1889
 FG1889                          STATION RECOVERY (1940)
 FG1889
 FG1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1889'ABOUT 5 MILES NE OF BLUE MOUNTAIN, 9 MILES WNW OF HAVANA ON
 FG1889'THE S SIDE OF THE W END OF MAGAZINE MOUNTAIN AND DIRECTLY
 FG1889'UNDER THE CENTER OF THE U.S. FOREST SERVICE LOOKOUT TOWER.
 FG1889'
 FG1889'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION,
 FG1889'EXCEPT AS NOTED BELOW.*
 FG1889'
 FG1889'THE STATION MARK IS A STANDARD DISK SET IN BEDROCK, 20 METERS
 FG1889'N OF S EDGE OF BLUFF, 1/4 MILE E OF W END OF MOUNTAIN TOP,
 FG1889'FLUSH WITH GROUND AND UNSTAMPED.
 FG1889'
 FG1889'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN BEDROCK, PROJECTS
 FG1889'3 INCHES, IS UNSTAMPED, AND IS 14.1 FEET NNW OF SE LEG OF
 FG1889'TOWER.  REFERENCE MARK NO.2 IS A STANDARD DISK SET IN BEDROCK,
 FG1889'PROJECTS 6 INCHES, IS UNSTAMPED, AND IS 27.7 FEET WNW OF
 FG1889'SE LEG OF TOWER.
 FG1889'
 FG1889'*ALL WITNESS MARKS MENTIONED IN 1916 DESCRIPTION ARE NOW GONE.
 FG1889'
 FG1889'BECAUSE OF THE FIRE TOWER HAVING BEEN BUILT OVER THE STATION,
 FG1889'MAGAZINE 2 1940 WAS ESTABLISHED NEARBY.
 FG1889'
 FG1889'REACHED FROM THE RAILROAD DEPOT IN HAVANA BY GOING N AND
 FG1889'NORTHWESTERLY ON THE MAGAZINE MOUNTAIN ROAD 10.35 MILES TO
 FG1889'ROAD LEADING SHARP LEFT (W) AT SIGN MAGAZINE MOUNTAIN LODGE
 FG1889'2 MILES, TURN LEFT AND GO 1.45 MILES TO FORK AT SIGN WEST END
 FG1889'OF MOUNTAIN 4 MILES, TAKE RIGHT FORK AND FOLLOW MAIN ROAD W
 FG1889'2.55 MILES TO LOOKOUT TOWER AND STATION ON LEFT.
 FG1889'
 FG1889'DISTANCES DO NOT CHECK WITH 1916 DISTANCE.
 FG1889
 FG1889                          STATION RECOVERY (1959)
 FG1889
 FG1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1889'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FG1889'THE STATION MARK IS UNDER THE CENTER OF THE FIRE TOWER AND
 FG1889'IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FG1889'
 FG1889'R.M. NO. 1 IS ABOUT DIRECTLY UNDER THE 3RD STEP OF THE FIRE
 FG1889'TOWER STAIRS AND IS ABOUT 3 INCHES BELOW THE SURFACE OF THE
 FG1889'GROUND.  R.M. NO. 2 IS ON A ROCK OUTCROP TO WEST OF THE TOWER.
 FG1889'
 FG1889'THE 1940 DESCRIPTION TO REACH THE STATION FROM HAVANA IS
 FG1889'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1890 ***********************************************************************
 FG1890  DESIGNATION -  MAGAZINE 2
 FG1890  PID         -  FG1890
 FG1890  STATE/COUNTY-  AR/LOGAN
 FG1890  USGS QUAD   -  BLUE MOUNTAIN (1966)
 FG1890
 FG1890                         *CURRENT SURVEY CONTROL
 FG1890  ___________________________________________________________________
 FG1890* NAD 83(1997)-  35 09 46.91200(N)    093 40 43.13192(W)     ADJUSTED  
 FG1890* NAVD 88     -       824.     (meters)    2703.     (feet)  SCALED    
 FG1890  ___________________________________________________________________
 FG1890  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 FG1890  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 FG1890
 FG1890  HORZ ORDER  -  FIRST
 FG1890
 FG1890.The horizontal coordinates were established by classical geodetic methods
 FG1890.and adjusted by the National Geodetic Survey in September 1999..
 FG1890
 FG1890.The orthometric height was scaled from a topographic map.
 FG1890
 FG1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1890
 FG1890.The geoid height was determined by GEOID03.
 FG1890
 FG1890;                    North         East     Units Scale Factor Converg.
 FG1890;SPC AR N     -    93,351.533   247,076.980   MT  0.99996279   -0 58 36.5
 FG1890;SPC AR N     -   306,270.82    810,618.39   sFT  0.99996279   -0 58 36.5
 FG1890;UTM  15      - 3,891,333.642   438,194.859   MT  0.99964708   -0 23 27.1
 FG1890
 FG1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1890!SPC AR N     -   0.99987534  x   0.99996279  =   0.99983813
 FG1890!UTM  15      -   0.99987534  x   0.99964708  =   0.99952246
 FG1890
 FG1890|---------------------------------------------------------------------|
 FG1890| PID    Reference Object                     Distance      Geod. Az  |
 FG1890|                                                           dddmmss.s |
 FG1890| CI2422 MAGAZINE 2 RM 3                      37.914 METERS 12718     |
 FG1890| CI2423 MAGAZINE 2 RM 4                      35.902 METERS 27007     |
 FG1890| CI2421 MAGAZINE 2 AZ MK                                   2845134.0 |
 FG1890| CI2420 MAGAZINE RM 2                        23.262 METERS 29315     |
 FG1890| FG1889 MAGAZINE                             18.805 METERS 29955     |
 FG1890| CI2419 MAGAZINE RM 1                        17.628 METERS 30230     |
 FG1890|---------------------------------------------------------------------|
 FG1890
 FG1890                          SUPERSEDED SURVEY CONTROL
 FG1890
 FG1890  NAD 83(1997)-  35 09 46.92250(N)    093 40 43.12976(W) AD(       ) 1
 FG1890  NAD 83(1986)-  35 09 46.92116(N)    093 40 43.12620(W) AD(       ) 1
 FG1890  NAD 27      -  35 09 46.59500(N)    093 40 42.43200(W) AD(       ) 1
 FG1890
 FG1890.Superseded values are not recommended for survey control.
 FG1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1890.See file dsdata.txt to determine how the superseded data were derived.
 FG1890
 FG1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3819591334(NAD 83)
 FG1890_MARKER: DD = SURVEY DISK
 FG1890_SETTING: 66 = SET IN ROCK OUTCROP
 FG1890
 FG1890  HISTORY     - Date     Condition        Report By
 FG1890  HISTORY     - 1940     MONUMENTED       CGS
 FG1890  HISTORY     - 1959     GOOD             CGS
 FG1890
 FG1890                          STATION DESCRIPTION
 FG1890
 FG1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1890'STATION IS LOCATED ABOUT 5 MILES NE OF BLUE MOUNTAIN, 9
 FG1890'MILES WNW OF HAVANA ON THE S SIDE OF THE W END OF MAGAZINE
 FG1890'MOUNTAIN, 61.7 FEET E OF THE CENTER OF THE U.S. FOREST SERVICE
 FG1890'LOOKOUT TOWER AND STATION MAGAZINE WHICH IS DIRECTLY UNDER THE
 FG1890'LOOKOUT TOWER.
 FG1890'
 FG1890'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 FG1890'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FG1890'
 FG1890'STATION MARK IS STAMPED MAGAZINE NO.2 1940, PROJECTS 3 INCHES,
 FG1890'AND IS 24 FEET N OF THE S CLIFF EDGE OF MOUNTAIN, 48.7 FEET
 FG1890'E OF SE LEG OF LOOKOUT TOWER.
 FG1890'
 FG1890'REFERENCE MARK NO.4 IS STAMPED MAGAZINE NO.2 NO.4 1940, PROJECTS
 FG1890'6 INCHES, AND IS 56 FEET WSW OF SW LEG OF LOOKOUT TOWER, 45
 FG1890'FEET NE OF S CLIFF EDGE, 1 FOOT HIGHER THAN STATION.
 FG1890'
 FG1890'REFERENCE MARK NO.3 IS STAMPED MAGAZINE NO.2 NO.3 1940, PROJECTS
 FG1890'6 INCHES, AND IS ABOUT 170 FEET ESE OF SE LEG OF TOWER, 40
 FG1890'FEET N OF S CLIFF EDGE.
 FG1890'
 FG1890'AZIMUTH MARK IS STAMPED MAGAZINE NO.2 1940 AND PROJECTS 1 FOOT.
 FG1890'TO REACH AZIMUTH MARK FROM THE LOOKOUT TOWER CONTINUE W
 FG1890'ON ROAD 0.3 MILE TO MARK ON RIGHT, ABOUT 100 FEET E OF THE W
 FG1890'END OF MOUNTAIN, 15 FEET N OF ROAD.
 FG1890'
 FG1890'REACHED FROM THE RAILROAD DEPOT IN HAVANA BY GOING N AND W ON
 FG1890'THE MAGAZINE MOUNTAIN ROAD 10.35 MILES TO ROAD LEADING SHARP
 FG1890'LEFT (W) AT SIGN MAGAZINE MOUNTAIN LODGE 2 MILES, TURN LEFT
 FG1890'AND GO 1.45 MILES TO FORK AT SIGN WEST END OF MOUNTAIN 4
 FG1890'MILES, TAKE RIGHT FORK AND FOLLOW MAIN ROAD W 2.55 MILES TO
 FG1890'LOOKOUT TOWER AND STATION ON LEFT.
 FG1890'
 FG1890'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FG1890
 FG1890                          STATION RECOVERY (1959)
 FG1890
 FG1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1890'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FG1890'CONDITION.
 FG1890'
 FG1890'THE AZIMUTH MARK IS ABOUT 50 FEET NORTHEAST OF THE NORTHEAST
 FG1890'LEG OF A MICROWAVE TOWER THAT IS LOCATED AT THE WEST END OF THE
 FG1890'MOUNTAIN.
 FG1890'
 FG1890'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM HAVANA
 FG1890'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1892 ***********************************************************************
 EJ1892  DESIGNATION -  MAGNET
 EJ1892  PID         -  EJ1892
 EJ1892  STATE/COUNTY-  AR/HOT SPRING
 EJ1892  USGS QUAD   -  LONSDALE (1984)
 EJ1892
 EJ1892                         *CURRENT SURVEY CONTROL
 EJ1892  ___________________________________________________________________
 EJ1892* NAD 83(1997)-  34 30 05.04906(N)    092 49 18.38521(W)     ADJUSTED  
 EJ1892* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 EJ1892  ___________________________________________________________________
 EJ1892  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 EJ1892  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EJ1892
 EJ1892  HORZ ORDER  -  SECOND
 EJ1892
 EJ1892.The horizontal coordinates were established by classical geodetic methods
 EJ1892.and adjusted by the National Geodetic Survey in September 1999..
 EJ1892
 EJ1892.The orthometric height was scaled from a topographic map.
 EJ1892
 EJ1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1892
 EJ1892.The geoid height was determined by GEOID03.
 EJ1892
 EJ1892;                    North         East     Units Scale Factor Converg.
 EJ1892;SPC AR S     -   603,800.768   324,534.049   MT  0.99995159   -0 27 35.8
 EJ1892;SPC AR S     - 1,980,969.69  1,064,742.13   sFT  0.99995159   -0 27 35.8
 EJ1892;UTM  15      - 3,817,767.183   516,361.491   MT  0.99960330   +0 06 03.4
 EJ1892
 EJ1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1892!SPC AR S     -   0.99996352  x   0.99995159  =   0.99991511
 EJ1892!UTM  15      -   0.99996352  x   0.99960330  =   0.99956683
 EJ1892
 EJ1892:                Primary Azimuth Mark                     Grid Az
 EJ1892:SPC AR S     -  HASKELL STATE MENTAL HOSP TANK           081 11 46.4
 EJ1892:UTM  15      -  HASKELL STATE MENTAL HOSP TANK           080 38 07.2
 EJ1892
 EJ1892|---------------------------------------------------------------------|
 EJ1892| PID    Reference Object                     Distance      Geod. Az  |
 EJ1892|                                                           dddmmss.s |
 EJ1892| EJ1888 HASKELL STATE MENTAL HOSP TANK      APPROX.15.9 KM 0804410.6 |
 EJ1892| CY6926 MAGNET RM 1                          14.637 METERS 09645     |
 EJ1892| EJ1853 MAGNET BAROID WATER TANK            APPROX. 3.4 KM 1573136.4 |
 EJ1892| EJ1841 ROLLA RADIO STA KCY 29 MAST         APPROX.33.5 KM 1675339.4 |
 EJ1892| EJ1864 MALVERN EAST MUNICIPAL TANK         APPROX.16.1 KM 1732402.3 |
 EJ1892| EJ1861 MALVERN WEST MUNICIPAL TANK         APPROX.15.1 KM 1761346.1 |
 EJ1892| EJ1858 MALVERN FIRST BAPTIST CHURCH        APPROX.15.6 KM 1761524.1 |
 EJ1892| EJ1856 TWIN OAKS RAD STA KKE 96 NW TR      APPROX.25.7 KM 1785007.6 |
 EJ1892| EJ1851 MALVERN INTL SHOE CO WATER TK       APPROX.13.7 KM 1792810.2 |
 EJ1892| EJ1860 MALVERN A B COOK CO WATER TANK      APPROX.16.7 KM 1813631.8 |
 EJ1892| EJ1854 MALVERN RADIO STA KBOK MAST         APPROX.13.2 KM 1833304.8 |
 EJ1892| EJ1894 ARKANSAS FORESTRY COMM LOT 55        28.677 METERS 21050     |
 EJ1892| CY6927 MAGNET RM 2                          27.840 METERS 21355     |
 EJ1892|---------------------------------------------------------------------|
 EJ1892
 EJ1892                          SUPERSEDED SURVEY CONTROL
 EJ1892
 EJ1892  NAD 83(1986)-  34 30 05.06025(N)    092 49 18.37659(W) AD(       ) 2
 EJ1892  NAD 27      -  34 30 04.73132(N)    092 49 17.76516(W) AD(       ) 2
 EJ1892
 EJ1892.Superseded values are not recommended for survey control.
 EJ1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1892.See file dsdata.txt to determine how the superseded data were derived.
 EJ1892
 EJ1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1636117767(NAD 83)
 EJ1892_MARKER: DS = TRIANGULATION STATION DISK
 EJ1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1892
 EJ1892  HISTORY     - Date     Condition        Report By
 EJ1892  HISTORY     - 1963     MONUMENTED       CGS
 EJ1892
 EJ1892                          STATION DESCRIPTION
 EJ1892
 EJ1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1892'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF MALVERN, AT
 EJ1892'THE SITE OF THE STATE FOREST SERVICE LOOKOUT TOWER, IN THE NORTH
 EJ1892'CENTER OF SEC. 3, T. 3 S., R. 17 W.  IT IS 79 FEET NORTHEAST OF
 EJ1892'THE NORTHEAST LEG OF THE LOOKOUT TOWER, 40 FEET WEST OF A 16 INCH
 EJ1892'OAK TREE, 25 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 EJ1892'DRIVEWAY, AND 22 FEET NORTHEAST OF A 6 INCH CEDAR TREE.  THE
 EJ1892'MONUMENT PROEJCTS 1 INCH AND THE DISK IS STAMPED MAGNET 1963.
 EJ1892'
 EJ1892'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 EJ1892'HIGHWAY 51, ABOUT 4 MILES NORTH-NORTHWEST OF MALVERN, GO NORTH
 EJ1892'ON U.S. HIGHWAY 270 FOR 3.5 MILES TO THE MAGNET COVE SCHOOL ON THE
 EJ1892'LEFT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 270 FOR 0.6 MILES TO A
 EJ1892'Y-FORK.  TAKE THE RIGHT FORK AND GO NORTH ON A SURFACED ROAD FOR
 EJ1892'0.1 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND CONTINUE
 EJ1892'NORTHERLY ON THE SURFACED ROAD FOR 0.8 MILES TO A Y-FORK AT THE
 EJ1892'END OF THE SURFACED ROAD.  TAKE THE LEFT FORK AND GO
 EJ1892'NORTH-NORTHEAST ON A GRAVELED ROAD FOR 0.55 MILE TO A Y-FORK.
 EJ1892'TAKE THE RIGHT FORK AND GO NORTH ON THE GRAVELED ROAD FOR 0.35
 EJ1892'MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTH FOR 0.9 MILE
 EJ1892'TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST FOR 1.6
 EJ1892'MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTH AND WEST
 EJ1892'ON A GRAVELED ROAD FOR 1.35 MILES TO THE SITE OF THE LOOKOUT TOWER
 EJ1892'AND THE STATION.
 EJ1892'
 EJ1892'REFERENCE MARK 1 IS 58 FEET EAST OF THE 6 INCH CEDAR TREE, 6
 EJ1892'FEET SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 26 FEET
 EJ1892'SOUTHWEST OF THE CENTER OF A CATTLE GUARD, AND 6 FEET
 EJ1892'NORTHWEST OF A WIRE FENCE.  IT IS A STANDARD REFERENCE MARK
 EJ1892'DISK STAMPED MAGNET NO 1 1963, CEMENTED IN A DRILLED HOLE IN
 EJ1892'THE TOP OF A 2 BY 3 FOOT BOULDER THAT PROJECTS 6 INCHES.
 EJ1892'
 EJ1892'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED MAGNET
 EJ1892'NO 2 1963, CEMENTED IN A DRILLED HOLE NEAR THE CENTER OF THE
 EJ1892'CONCRETE FOOTING OF THE STEPS OF THE LOOKOUT TOWER, THAT PROJECTS
 EJ1892'8 INCHES.  IT IS 10 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE
 EJ1892'LOOKOUT TOWER.
 EJ1892'
 EJ1892'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1853 ***********************************************************************
 EJ1853  DESIGNATION -  MAGNET BAROID WATER TANK
 EJ1853  PID         -  EJ1853
 EJ1853  STATE/COUNTY-  AR/HOT SPRING
 EJ1853  USGS QUAD   -  MALVERN NORTH (1978)
 EJ1853
 EJ1853                         *CURRENT SURVEY CONTROL
 EJ1853  ___________________________________________________________________
 EJ1853* NAD 83(1997)-  34 28 21.80311(N)    092 48 26.81596(W)     ADJUSTED  
 EJ1853* NAVD 88     -                                                        
 EJ1853  ___________________________________________________________________
 EJ1853  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 EJ1853  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ1853
 EJ1853  HORZ ORDER  -  THIRD
 EJ1853
 EJ1853.The horizontal coordinates were established by classical geodetic methods
 EJ1853.and adjusted by the National Geodetic Survey in September 1999..
 EJ1853
 EJ1853
 EJ1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1853
 EJ1853.The geoid height was determined by GEOID03.
 EJ1853
 EJ1853;                    North         East     Units Scale Factor Converg.
 EJ1853;SPC AR S     -   600,609.116   325,824.418   MT  0.99994765   -0 27 06.9
 EJ1853;SPC AR S     - 1,970,498.41  1,068,975.61   sFT  0.99994765   -0 27 06.9
 EJ1853;UTM  15      - 3,814,589.416   517,682.585   MT  0.99960385   +0 06 32.4
 EJ1853
 EJ1853                          SUPERSEDED SURVEY CONTROL
 EJ1853
 EJ1853  NAD 83(1986)-  34 28 21.81421(N)    092 48 26.80730(W) AD(       ) 4
 EJ1853  NAD 27      -  34 28 21.48416(N)    092 48 26.19867(W) AD(       ) 3
 EJ1853
 EJ1853.Superseded values are not recommended for survey control.
 EJ1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1853.See file dsdata.txt to determine how the superseded data were derived.
 EJ1853
 EJ1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1768314589(NAD 83)
 EJ1853_MARKER: 51 = TANK
 EJ1853
 EJ1853  HISTORY     - Date     Condition        Report By
 EJ1853  HISTORY     - 1963     FIRST OBSERVED   CGS
 EJ1853
 EJ1853                          STATION DESCRIPTION
 EJ1853
 EJ1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1853'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS
 EJ1853'A STEEL TANK SUPPORTED BY THREE STEEL LEGS THAT COME TOGETHER
 EJ1853'AT THE BASE OF THE TANK.  THE TANK IS PAINTED YELLOW WITH
 EJ1853'A SMALL DECAL BEARING THE LEGEND BAROID ON THE WEST SIDE.
 EJ1853'THE LEGS ARE PAINTED PINK AND THE OVERALL HEIGHT OF THE
 EJ1853'STRUCTURE IS ABOUT 100 FEET.  IT IS OWNED AND OPERATED BY THE
 EJ1853'NATIONAL LEAD COMPANY.
 EJ1853'
 EJ1853'LOCATED ABOUT 8 MILES NORTH OF MALVERN AT THE NORTHEAST END
 EJ1853'OF A LARGE OPEN PIT.
 EJ1853'
 EJ1853'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 EJ1853'HIGHWAY 51, ABOUT 4 MILES NORTH OF MALVERN, GO NORTH ON
 EJ1853'HIGHWAY 270 FOR 4.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 EJ1853'ON THE PAVED ROAD AND GO NORTH AND NORTHEAST FOR 1.0 MILE
 EJ1853'TO A ROAD FORK.  KEEP LEFT AND CONTINUE NORTH ON A GRAVELED
 EJ1853'ROAD FOR 0.6 MILE TO A ROAD FORK.  TURN RIGHT AND GO EASTERLY
 EJ1853'ON THE GRAVELED ROAD FOR 1.4 MILES TO THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0627 ***********************************************************************
 DL0627  CBN         -  This is a Cooperative Base Network Control Station.
 DL0627  DESIGNATION -  MAGNOLIA 2
 DL0627  PID         -  DL0627
 DL0627  STATE/COUNTY-  AR/COLUMBIA
 DL0627  USGS QUAD   -  MAGNOLIA (1968)
 DL0627
 DL0627                         *CURRENT SURVEY CONTROL
 DL0627  ___________________________________________________________________
 DL0627* NAD 83(1997)-  33 17 25.46057(N)    093 14 09.65577(W)     ADJUSTED  
 DL0627* NAVD 88     -       105.7    (meters)     347.     (feet)  GPS OBS   
 DL0627  ___________________________________________________________________
 DL0627  X           -    -301,264.959 (meters)                     COMP
 DL0627  Y           -  -5,328,421.018 (meters)                     COMP
 DL0627  Z           -   3,480,969.487 (meters)                     COMP
 DL0627  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 DL0627  ELLIP HEIGHT-          79.22  (meters)          (07/20/01) GPS OBS
 DL0627  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0627
 DL0627  HORZ ORDER  -  B
 DL0627  VERT ORDER  -  THIRD (See Below)
 DL0627  ELLP ORDER  -  FOURTH    CLASS I
 DL0627
 DL0627.The horizontal coordinates were established by GPS observations
 DL0627.and adjusted by the National Geodetic Survey in September 1997..
 DL0627
 DL0627.The orthometric height was determined by GPS observations and a
 DL0627.high-resolution geoid model.
 DL0627.The vertical order pertains to the NGVD 29 superseded value.
 DL0627
 DL0627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0627
 DL0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0627
 DL0627.The ellipsoidal height was determined by GPS observations
 DL0627.and is referenced to NAD 83.
 DL0627
 DL0627.The geoid height was determined by GEOID03.
 DL0627
 DL0627;                    North         East     Units Scale Factor Converg.
 DL0627;SPC AR S     -   469,876.573   284,872.825   MT  1.00000214   -0 41 30.4
 DL0627;SPC AR S     - 1,541,586.72    934,620.26   sFT  1.00000214   -0 41 30.4
 DL0627;UTM  15      - 3,683,506.943   478,024.903   MT  0.99960595   -0 07 46.4
 DL0627
 DL0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0627!SPC AR S     -   0.99998756  x   1.00000214  =   0.99998970
 DL0627!UTM  15      -   0.99998756  x   0.99960595  =   0.99959352
 DL0627
 DL0627|---------------------------------------------------------------------|
 DL0627| PID    Reference Object                     Distance      Geod. Az  |
 DL0627|                                                           dddmmss.s |
 DL0627| DL1471 MAGNOLIA 2 AZ MK                    157.027 METERS 08358     |
 DL0627| DL0629 MAGNOLIA 2 RM 5                      16.069 METERS 12221     |
 DL0627| DL0628 MAGNOLIA RM 4                        24.546 METERS 25708     |
 DL0627| DL0626 MAGNOLIA                             32.289 METERS 28619     |
 DL0627|---------------------------------------------------------------------|
 DL0627
 DL0627                          SUPERSEDED SURVEY CONTROL
 DL0627
 DL0627  ELLIP H (09/19/97)   79.27   (m)                       GP(       ) 4 1
 DL0627  NAD 83(1997)-  33 17 25.46942(N)    093 14 09.64670(W) AD(       ) 3
 DL0627  NAD 83(1986)-  33 17 25.47168(N)    093 14 09.64527(W) AD(       ) 3
 DL0627  NAD 27      -  33 17 25.01355(N)    093 14 09.04454(W) AD(       ) 3
 DL0627  NGVD 29 (08/21/02)  105.76   (m)          347.0    (f) RESET       3  
 DL0627
 DL0627.Superseded values are not recommended for survey control.
 DL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0627.See file dsdata.txt to determine how the superseded data were derived.
 DL0627
 DL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7802583507(NAD 83)
 DL0627_MARKER: DH = HORIZONTAL CONTROL DISK
 DL0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0627_STAMPING: MAGNOLIA 2 1976
 DL0627_MARK LOGO: NGS   
 DL0627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0627+STABILITY: SURFACE MOTION
 DL0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0627+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2000
 DL0627
 DL0627  HISTORY     - Date     Condition        Report By
 DL0627  HISTORY     - 1976     MONUMENTED       NGS
 DL0627  HISTORY     - 1976     GOOD             NGS
 DL0627  HISTORY     - 19970401 GOOD             NGS
 DL0627  HISTORY     - 20000203 GOOD             NGS
 DL0627
 DL0627                          STATION DESCRIPTION
 DL0627
 DL0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 DL0627'THE STATION IS LOCATED IN THE NORTH SECTION OF MAGNOLIA ON THE
 DL0627'GROUNDS OF SOUTHERN STATE UNIVERSITY.
 DL0627'
 DL0627'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78, 82 AND STATE HIGHWAY
 DL0627'19, 132, ONE BLOCK EAST OF THE COURTHOUSE SQUARE IN MAGNOLIA, GO
 DL0627'NORTH ON STATE HIGHWAY 19 FOR 1.5 MILES TO A FORK AT SOUTH EDGE
 DL0627'OF UNIVERSITY GROUNDS.  TAKE RIGHT FORK FOR 0.05 MILE TO A SIDE
 DL0627'ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.15 MILE TO BUSSEY HALL
 DL0627'AND AZIMUTH MARK ON RIGHT, TURN LEFT AND GO WEST FOR 0.1 MILE TO
 DL0627'STATION.
 DL0627'
 DL0627'THE STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD
 DL0627'TRIANGULATION STATION DISK, STAMPED MAGNOLIA 2 1976, SURFACE MARK IS
 DL0627'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 DL0627'59.2 FEET NORTHEAST OF THE NORTHWEST CORNER OF AUDITORIUM
 DL0627'BUILDING, 59.1 FEET NORTHWEST OF NORTHEAST CORNER OF AUDITORIUM
 DL0627'BUILDING, 53 FEET EAST OF 20 INCH PECAN TREE, 11.2 FEET NORTH
 DL0627'OF WEST EDGE OF BRICK EDGED SIDEWALK IN FRONT OF AUDITORIUM
 DL0627'BUILDING AND 8.8 FEET NORTH OF A LIGHT POST.
 DL0627'
 DL0627'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DL0627'MAGNOLIA 1950 NO 4 1975, SET IN A DRILL HOLE IN THE NORTH EDGE OF
 DL0627'CONCRETE SIDE WALK, 81 FEET EAST OF THE NORTHEAST CORNER OF CORNER
 DL0627'OF CROSS HALL, 32.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 DL0627'OF NEW AUDITORIUM BUILDING AND 15.8 FEET NORTHWEST OF THE
 DL0627'NORTHEAST CORNER OF A CONCRETE WALL AROUND A PLANTER.  (NOTE)
 DL0627'THE ARROW ON DISK POINTS TO OLD STATION MARK.
 DL0627'
 DL0627'REFERENCE MARK NO 5 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DL0627'MAGNOLIA 2 NO 5 1976, SET IN A DRILL HOLE IN NORTH EDGE OF
 DL0627'CONCRETE SIDEWALK.  IT IS 11.8 FEET NORTH OF THE NORTHEAST CORNER
 DL0627'OF AUDITORIUM BUILDING, 15.8 FEET SOUTH OF THE EAST ONE OF SEVERAL
 DL0627'LIGHT POST, 15.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DL0627'CONCRETE WALL AROUND A PLANTER.
 DL0627'
 DL0627'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED MAGNOLIA 2
 DL0627'1976, SET IN A DRILL HOLE IN CONCRETE SIDE WALK, LEADING TO THE
 DL0627'WEST ENTRANCE OF BUSSEY HALL.  IT IS 71.5 FEET SOUTHWEST OF THE
 DL0627'NORTHWEST CORNER OF BUSSEY HALL, 93.8 FEET NORTHWEST OF NORTHWEST
 DL0627'CORNER OF SOUTHWEST WING OF BUSSEY HALL, 43.2 FEET NORTHWEST OF
 DL0627'THE CENTER OF A BIRD-BATH AND 10 FEET EAST OF THE EAST CURB OF
 DL0627'STREET.
 DL0627'
 DL0627'NEAREST TOWN--MAGNOLIA.
 DL0627
 DL0627                          STATION RECOVERY (1976)
 DL0627
 DL0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DL0627'IN MAGNOLIA.
 DL0627'1.6 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF U.S.
 DL0627'HIGHWAYS 82 AND 78 IN MAGNOLIA TO SOUTHERN STATE UNIVERSITY, 59.2 FEET
 DL0627'NORTHEAST OF THE NORTHWEST CORNER OF THE NEW AUDITORIUM BUILDING, 59.1
 DL0627'FEET NORTHWEST OF THE NORTHEAST CORNER OF AUDITORIUM, 11.2 FEET NORTH
 DL0627'OF THE NORTH EDGE OF SIDEWALK IN FRONT OF AUDITORIUM AND 8.8 FEET
 DL0627'NORTH OF A METAL LIGHT POST.  SET IN TOP OF A ROUND CONCRETE POST
 DL0627'FLUSH WITH THE GROUND.
 DL0627
 DL0627                          STATION RECOVERY (1997)
 DL0627
 DL0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 DL0627'THE STATION IS LOCATED IN THE NORTHERN PART OF MAGNOLIA, ON THE CAMPUS
 DL0627'OF SOUTHERN ARKANSAS UNIVERSITY, ON THE NORTH SIDE OF THE HARTON
 DL0627'THEATER.  TO REACH THE STATION FROM THE COLUMBIA COUNTY COURTHOUSE IN
 DL0627'MAGNOLIA, GO EAST ON STATE HIGHWAY 82-B FOR 0.12 MILES (0.19 KM) TO
 DL0627'THE INTERSECTION OF U.S. HIGHWAY 82 AND ARKANSAS STATE HIGHWAYS 79-B
 DL0627'AND 133.  TURN LEFT AND GO NORTH ON HIGHWAY 133 FOR 1.8 MILES (2.9 KM)
 DL0627'TO A PARKING LOT AND A SIX-STORY BELL TOWER AND THE STATION ON THE
 DL0627'RIGHT.  THE STATION IS IN FRONT OF THE HARTON THEATER UNDER THE
 DL0627'THEATER SIGN.  LOCATED 59.2 FEET (18.0 M) NORTHEAST OF THE NORTHWEST
 DL0627'CORNER OF THE THEATER BUILDING, 59.1 FEET (18.0 M) NORTHWEST OF THE
 DL0627'NORTHEAST CORNER OF THE SAME BUILDING, 11.2 FEET (3.4 M) NORTH OF THE
 DL0627'NORTH EDGE OF AN EAST-WEST SIDEWALK, 8.8 FEET (2.7 M) NORTH OF A LIGHT
 DL0627'POLE AND FLUSH WITH GROUND.
 DL0627
 DL0627                          STATION RECOVERY (2000)
 DL0627
 DL0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 DL0627'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0629 ***********************************************************************
 DL0629  DESIGNATION -  MAGNOLIA 2 RM 5
 DL0629  PID         -  DL0629
 DL0629  STATE/COUNTY-  AR/COLUMBIA
 DL0629  USGS QUAD   -  MAGNOLIA (1968)
 DL0629
 DL0629                         *CURRENT SURVEY CONTROL
 DL0629  ___________________________________________________________________
 DL0629* NAD 83(1986)-  33 17 24.     (N)    093 14 11.     (W)     SCALED    
 DL0629* NAVD 88     -       105.70   (+/-2cm)     346.8    (feet)  VERTCON   
 DL0629  ___________________________________________________________________
 DL0629  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0629
 DL0629  VERT ORDER  -  THIRD (See Below)
 DL0629
 DL0629.The horizontal coordinates were scaled from a topographic map and have
 DL0629.an estimated accuracy of +/- 6 seconds.
 DL0629
 DL0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0629.The vertical order pertains to the NGVD 29 superseded value.
 DL0629
 DL0629.The geoid height was determined by GEOID03.
 DL0629
 DL0629;                    North         East    Units  Estimated Accuracy
 DL0629;SPC AR S     -   469,830.      284,840.      MT  (+/- 180 meters Scaled)
 DL0629
 DL0629                          SUPERSEDED SURVEY CONTROL
 DL0629
 DL0629  NGVD 29 (08/21/02)  105.73   (m)          346.9    (f) RESET       3  
 DL0629
 DL0629.Superseded values are not recommended for survey control.
 DL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0629.See file dsdata.txt to determine how the superseded data were derived.
 DL0629
 DL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS779834(NAD 83)
 DL0629_MARKER: DR = REFERENCE MARK DISK
 DL0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0629_SP_SET: SIDEWALK
 DL0629_STAMPING: MAGNOLIA 2 NO 5 1976
 DL0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0629
 DL0629  HISTORY     - Date     Condition        Report By
 DL0629  HISTORY     - 1976     MONUMENTED       NGS
 DL0629
 DL0629                          STATION DESCRIPTION
 DL0629
 DL0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DL0629'IN MAGNOLIA.
 DL0629'1.6 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF U.S.
 DL0629'HIGHWAYS 82 AND 78 IN MAGNOLIA TO SOUTHERN STATE UNIVERSITY, 11.8 FEET
 DL0629'NORTH OF THE NORTHEAST CORNER OF NEW AUDITORIUM BUILDING, 15.8 FEET
 DL0629'SOUTH OF A METAL LIGHT POST, 15.3 FEET NORTHWEST OF THE NORTHWEST
 DL0629'CORNER OF CONCRETE WALL AROUND A PLANTER AND SET IN A DRILL HOLE IN
 DL0629'NORTH EDGE OF CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1470 ***********************************************************************
 DL1470  DESIGNATION -  MAGNOLIA ARK P AND L RAD MAST
 DL1470  PID         -  DL1470
 DL1470  STATE/COUNTY-  AR/COLUMBIA
 DL1470  USGS QUAD   -  MAGNOLIA (1968)
 DL1470
 DL1470                         *CURRENT SURVEY CONTROL
 DL1470  ___________________________________________________________________
 DL1470* NAD 83(1997)-  33 16 08.62718(N)    093 14 47.13285(W)     ADJUSTED  
 DL1470* NAVD 88     -                                                        
 DL1470  ___________________________________________________________________
 DL1470  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DL1470  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL1470
 DL1470  HORZ ORDER  -  THIRD
 DL1470
 DL1470.The horizontal coordinates were established by classical geodetic methods
 DL1470.and adjusted by the National Geodetic Survey in September 1999..
 DL1470
 DL1470
 DL1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1470
 DL1470.The geoid height was determined by GEOID03.
 DL1470
 DL1470;                    North         East     Units Scale Factor Converg.
 DL1470;SPC AR S     -   467,521.398   283,874.397   MT  1.00000700   -0 41 51.4
 DL1470;SPC AR S     - 1,533,859.79    931,344.58   sFT  1.00000700   -0 41 51.4
 DL1470;UTM  15      - 3,681,143.024   477,050.027   MT  0.99960649   -0 08 06.7
 DL1470
 DL1470                          SUPERSEDED SURVEY CONTROL
 DL1470
 DL1470  NAD 83(1997)-  33 16 08.63598(N)    093 14 47.12375(W) AD(       ) 4
 DL1470  NAD 83(1986)-  33 16 08.63765(N)    093 14 47.12281(W) AD(       ) 4
 DL1470  NAD 27      -  33 16 08.17200(N)    093 14 46.52300(W) AD(       ) 3
 DL1470
 DL1470.Superseded values are not recommended for survey control.
 DL1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1470.See file dsdata.txt to determine how the superseded data were derived.
 DL1470
 DL1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7705081143(NAD 83)
 DL1470_MARKER: 42 = RADIO/TV MAST
 DL1470
 DL1470  HISTORY     - Date     Condition        Report By
 DL1470  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1470
 DL1470                          STATION DESCRIPTION
 DL1470
 DL1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1470'THE STATION IS LOCATED IN THE WEST PART OF TOWN, 1 BLOCK
 DL1470'NORTH OF STATE HIGHWAY 132.  IT IS A STEEL STRUCTURE WITH
 DL1470'AN OVERALL HEIGHT OF 130 FEET.  THE CALL LETTERS OF THE STATION
 DL1470'ARE KKB297.  THE POINT OBSERVED UPON WAS THE TOP OF THE RADIO
 DL1470'MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1469 ***********************************************************************
 DL1469  DESIGNATION -  MAGNOLIA FED COMP WHSE CO TANK
 DL1469  PID         -  DL1469
 DL1469  STATE/COUNTY-  AR/COLUMBIA
 DL1469  USGS QUAD   -  MAGNOLIA (1968)
 DL1469
 DL1469                         *CURRENT SURVEY CONTROL
 DL1469  ___________________________________________________________________
 DL1469* NAD 83(1997)-  33 16 07.01015(N)    093 14 42.93562(W)     ADJUSTED  
 DL1469* NAVD 88     -                                                        
 DL1469  ___________________________________________________________________
 DL1469  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DL1469  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL1469
 DL1469  HORZ ORDER  -  THIRD
 DL1469
 DL1469.The horizontal coordinates were established by classical geodetic methods
 DL1469.and adjusted by the National Geodetic Survey in September 1999..
 DL1469
 DL1469
 DL1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1469
 DL1469.The geoid height was determined by GEOID03.
 DL1469
 DL1469;                    North         East     Units Scale Factor Converg.
 DL1469;SPC AR S     -   467,470.262   283,982.409   MT  1.00000711   -0 41 49.1
 DL1469;SPC AR S     - 1,533,692.02    931,698.95   sFT  1.00000711   -0 41 49.1
 DL1469;UTM  15      - 3,681,092.970   477,158.491   MT  0.99960643   -0 08 04.3
 DL1469
 DL1469                          SUPERSEDED SURVEY CONTROL
 DL1469
 DL1469  NAD 83(1997)-  33 16 07.01894(N)    093 14 42.92652(W) AD(       ) 4
 DL1469  NAD 83(1986)-  33 16 07.02060(N)    093 14 42.92558(W) AD(       ) 4
 DL1469  NAD 27      -  33 16 06.55400(N)    093 14 42.32500(W) AD(       ) 3
 DL1469
 DL1469.Superseded values are not recommended for survey control.
 DL1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1469.See file dsdata.txt to determine how the superseded data were derived.
 DL1469
 DL1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7715881093(NAD 83)
 DL1469_MARKER: 53 = ELEVATED TANK
 DL1469
 DL1469  HISTORY     - Date     Condition        Report By
 DL1469  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1469
 DL1469                          STATION DESCRIPTION
 DL1469
 DL1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1469'THE STATION IS LOCATED IN THE WEST PART OF TOWN, 2 BLOCKS
 DL1469'WEST OF THE COURT HOUSE AND 1 BLOCK NORTH OF STATE HIGHWAY
 DL1469'132.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 DL1469'PROPER.  IT HAS FEDERAL COMPRESS AND WHSE. CO. PAINTED ON
 DL1469'THE EAST SIDE AND A POLE RADIO ANTENA ON THE SOUTH SIDE.
 DL1469'IT HAS AN OVERALL HEIGHT OF 110 FEET.  THE POINT OBSERVED
 DL1469'UPON WAS A BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1462 ***********************************************************************
 DL1462  DESIGNATION -  MAGNOLIA FIRST METH CH SPIRE
 DL1462  PID         -  DL1462
 DL1462  STATE/COUNTY-  AR/COLUMBIA
 DL1462  USGS QUAD   -  MAGNOLIA (1968)
 DL1462
 DL1462                         *CURRENT SURVEY CONTROL
 DL1462  ___________________________________________________________________
 DL1462* NAD 83(1997)-  33 16 02.42458(N)    093 14 35.21597(W)     ADJUSTED  
 DL1462* NAVD 88     -                                                        
 DL1462  ___________________________________________________________________
 DL1462  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DL1462  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL1462
 DL1462  HORZ ORDER  -  THIRD
 DL1462
 DL1462.The horizontal coordinates were established by classical geodetic methods
 DL1462.and adjusted by the National Geodetic Survey in September 1999..
 DL1462
 DL1462
 DL1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1462
 DL1462.The geoid height was determined by GEOID03.
 DL1462
 DL1462;                    North         East     Units Scale Factor Converg.
 DL1462;SPC AR S     -   467,326.570   284,180.467   MT  1.00000740   -0 41 44.7
 DL1462;SPC AR S     - 1,533,220.59    932,348.75   sFT  1.00000740   -0 41 44.7
 DL1462;UTM  15      - 3,680,951.287   477,357.870   MT  0.99960632   -0 08 00.1
 DL1462
 DL1462                          SUPERSEDED SURVEY CONTROL
 DL1462
 DL1462  NAD 83(1997)-  33 16 02.43338(N)    093 14 35.20686(W) AD(       ) 4
 DL1462  NAD 83(1986)-  33 16 02.43505(N)    093 14 35.20582(W) AD(       ) 4
 DL1462  NAD 27      -  33 16 01.96800(N)    093 14 34.60600(W) AD(       ) 3
 DL1462
 DL1462.Superseded values are not recommended for survey control.
 DL1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1462.See file dsdata.txt to determine how the superseded data were derived.
 DL1462
 DL1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7735880951(NAD 83)
 DL1462_MARKER: 90 = CHURCH SPIRE
 DL1462
 DL1462  HISTORY     - Date     Condition        Report By
 DL1462  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1462
 DL1462                          STATION DESCRIPTION
 DL1462
 DL1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1462'THE STATION IS LOCATED IN THE CENTRAL PART OF TOWN AT THE
 DL1462'JUNCTION OF U.S. HIGHWAY 82, STATE HIGHWAY 19 AND STATE
 DL1462'HIGHWAY 132.  IT IS LOCATED ON THE SOUTH END OF THE CHURCH
 DL1462'WITH AN OVERALL HEIGHT OF 100 FEET.  THE POINT OBSERVED
 DL1462'UPON WAS THE TOP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1464 ***********************************************************************
 DL1464  DESIGNATION -  MAGNOLIA MUNICIPAL TANK
 DL1464  PID         -  DL1464
 DL1464  STATE/COUNTY-  AR/COLUMBIA
 DL1464  USGS QUAD   -  MAGNOLIA (1968)
 DL1464
 DL1464                         *CURRENT SURVEY CONTROL
 DL1464  ___________________________________________________________________
 DL1464* NAD 83(1997)-  33 16 05.22986(N)    093 14 27.25167(W)     ADJUSTED  
 DL1464* NAVD 88     -                                                        
 DL1464  ___________________________________________________________________
 DL1464  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DL1464  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL1464
 DL1464  HORZ ORDER  -  THIRD
 DL1464
 DL1464.The horizontal coordinates were established by classical geodetic methods
 DL1464.and adjusted by the National Geodetic Survey in September 1999..
 DL1464
 DL1464
 DL1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1464
 DL1464.The geoid height was determined by GEOID03.
 DL1464
 DL1464;                    North         East     Units Scale Factor Converg.
 DL1464;SPC AR S     -   467,410.489   284,387.622   MT  1.00000722   -0 41 40.3
 DL1464;SPC AR S     - 1,533,495.91    933,028.39   sFT  1.00000722   -0 41 40.3
 DL1464;UTM  15      - 3,681,037.201   477,564.109   MT  0.99960621   -0 07 55.7
 DL1464
 DL1464                          SUPERSEDED SURVEY CONTROL
 DL1464
 DL1464  NAD 83(1997)-  33 16 05.23865(N)    093 14 27.24256(W) AD(       ) 4
 DL1464  NAD 83(1986)-  33 16 05.24034(N)    093 14 27.24147(W) AD(       ) 4
 DL1464  NAD 27      -  33 16 04.77400(N)    093 14 26.64100(W) AD(       ) 3
 DL1464
 DL1464.Superseded values are not recommended for survey control.
 DL1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1464.See file dsdata.txt to determine how the superseded data were derived.
 DL1464
 DL1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7756481037(NAD 83)
 DL1464_MARKER: 53 = ELEVATED TANK
 DL1464
 DL1464  HISTORY     - Date     Condition        Report By
 DL1464  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1464
 DL1464                          STATION DESCRIPTION
 DL1464
 DL1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1464'THE STATION IS LOCATED IN THE CENTRAL PART OF TOWN.  IT IS
 DL1464'A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER WITH
 DL1464'MUNICIPAL WATER SYSTEM PAINTED ON THE EAST SIDE OF THE TANK.
 DL1464'IT HAS AN OVERALL HEIGHT OF 120 FEET.  THE POINT OBSERVED
 DL1464'UPON WAS A BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1482 ***********************************************************************
 DL1482  DESIGNATION -  MAGNOLIA PARTEE SAWMILL STACK
 DL1482  PID         -  DL1482
 DL1482  STATE/COUNTY-  AR/COLUMBIA
 DL1482  USGS QUAD   -  CALHOUN (1966)
 DL1482
 DL1482                         *CURRENT SURVEY CONTROL
 DL1482  ___________________________________________________________________
 DL1482* NAD 83(1997)-  33 14 24.28427(N)    093 14 45.89122(W)     ADJUSTED  
 DL1482* NAVD 88     -                                                        
 DL1482  ___________________________________________________________________
 DL1482  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DL1482  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DL1482
 DL1482  HORZ ORDER  -  THIRD
 DL1482
 DL1482.The horizontal coordinates were established by classical geodetic methods
 DL1482.and adjusted by the National Geodetic Survey in September 1999..
 DL1482
 DL1482
 DL1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1482
 DL1482.The geoid height was determined by GEOID03.
 DL1482
 DL1482;                    North         East     Units Scale Factor Converg.
 DL1482;SPC AR S     -   464,306.609   283,867.400   MT  1.00001383   -0 41 50.7
 DL1482;SPC AR S     - 1,523,312.60    931,321.63   sFT  1.00001383   -0 41 50.7
 DL1482;UTM  15      - 3,677,929.620   477,074.579   MT  0.99960648   -0 08 05.6
 DL1482
 DL1482                          SUPERSEDED SURVEY CONTROL
 DL1482
 DL1482  NAD 83(1997)-  33 14 24.29302(N)    093 14 45.88234(W) AD(       ) 4
 DL1482  NAD 83(1986)-  33 14 24.29484(N)    093 14 45.88045(W) AD(       ) 4
 DL1482  NAD 27      -  33 14 23.82600(N)    093 14 45.27700(W) AD(       ) 3
 DL1482
 DL1482.Superseded values are not recommended for survey control.
 DL1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1482.See file dsdata.txt to determine how the superseded data were derived.
 DL1482
 DL1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7707577930(NAD 83)
 DL1482_MARKER: 63 = STACK
 DL1482
 DL1482  HISTORY     - Date     Condition        Report By
 DL1482  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1482
 DL1482                          STATION DESCRIPTION
 DL1482
 DL1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1482'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF MAGNOLIA,
 DL1482'200 FEET EAST OF STATE HIGHWAY 19.  IT IS THE NORTH STACK OF 3
 DL1482'SUCH STACKS WITH AN OVERALL HEIGHT OF 100 FEET.  THE POINT
 DL1482'OBSERVED UPON WAS THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1468 ***********************************************************************
 DL1468  DESIGNATION -  MAGNOLIA RAD STAT KVMA MAST
 DL1468  PID         -  DL1468
 DL1468  STATE/COUNTY-  AR/COLUMBIA
 DL1468  USGS QUAD   -  MAGNOLIA (1968)
 DL1468
 DL1468                         *CURRENT SURVEY CONTROL
 DL1468  ___________________________________________________________________
 DL1468* NAD 83(1997)-  33 17 59.45493(N)    093 14 00.01349(W)     ADJUSTED  
 DL1468* NAVD 88     -                                                        
 DL1468  ___________________________________________________________________
 DL1468  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 DL1468  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL1468
 DL1468  HORZ ORDER  -  THIRD
 DL1468
 DL1468.The horizontal coordinates were established by classical geodetic methods
 DL1468.and adjusted by the National Geodetic Survey in September 1999..
 DL1468
 DL1468
 DL1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1468
 DL1468.The geoid height was determined by GEOID03.
 DL1468
 DL1468;                    North         East     Units Scale Factor Converg.
 DL1468;SPC AR S     -   470,920.796   285,134.908   MT  1.00000003   -0 41 25.0
 DL1468;SPC AR S     - 1,545,012.64    935,480.11   sFT  1.00000003   -0 41 25.0
 DL1468;UTM  15      - 3,684,553.274   478,276.627   MT  0.99960582   -0 07 41.2
 DL1468
 DL1468                          SUPERSEDED SURVEY CONTROL
 DL1468
 DL1468  NAD 83(1997)-  33 17 59.46373(N)    093 14 00.00444(W) AD(       ) 4
 DL1468  NAD 83(1986)-  33 17 59.46503(N)    093 14 00.00353(W) AD(       ) 4
 DL1468  NAD 27      -  33 17 58.99900(N)    093 13 59.40700(W) AD(       ) 3
 DL1468
 DL1468.Superseded values are not recommended for survey control.
 DL1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1468.See file dsdata.txt to determine how the superseded data were derived.
 DL1468
 DL1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7827784553(NAD 83)
 DL1468_MARKER: 42 = RADIO/TV MAST
 DL1468
 DL1468  HISTORY     - Date     Condition        Report By
 DL1468  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1468
 DL1468                          STATION DESCRIPTION
 DL1468
 DL1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1468'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF MAGNOLIA,
 DL1468'0.25 MILE EAST OF U.S. HIGHWAY 79 AND 0.25 MILE NORTH OF
 DL1468'A AND M COLLEGE.  IT IS A STEEL STRUCTURE WITH AN OVERALL
 DL1468'HEIGHT OF 160 FEET.  THE POINT OBSERVED UPON WAS THE TOP
 DL1468'OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0630 ***********************************************************************
 DL0630  DESIGNATION -  MAGNOLIA RM 1
 DL0630  PID         -  DL0630
 DL0630  STATE/COUNTY-  AR/COLUMBIA
 DL0630  USGS QUAD   -  MAGNOLIA (1968)
 DL0630
 DL0630                         *CURRENT SURVEY CONTROL
 DL0630  ___________________________________________________________________
 DL0630* NAD 83(1986)-  33 17 24.     (N)    093 14 11.     (W)     SCALED    
 DL0630* NAVD 88     -       104.688  (meters)     343.46   (feet)  ADJUSTED  
 DL0630  ___________________________________________________________________
 DL0630  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0630  DYNAMIC HT  -         104.576 (meters)     343.10  (feet)  COMP
 DL0630  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DL0630
 DL0630  VERT ORDER  -  SECOND    CLASS 0
 DL0630
 DL0630.The horizontal coordinates were scaled from a topographic map and have
 DL0630.an estimated accuracy of +/- 6 seconds.
 DL0630
 DL0630.The orthometric height was determined by differential leveling
 DL0630.and adjusted by the National Geodetic Survey in June 1991..
 DL0630
 DL0630.The geoid height was determined by GEOID03.
 DL0630
 DL0630.The dynamic height is computed by dividing the NAVD 88
 DL0630.geopotential number by the normal gravity value computed on the
 DL0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0630.degrees latitude (g = 980.6199 gals.).
 DL0630
 DL0630.The modeled gravity was interpolated from observed gravity values.
 DL0630
 DL0630;                    North         East    Units  Estimated Accuracy
 DL0630;SPC AR S     -   469,830.      284,840.      MT  (+/- 180 meters Scaled)
 DL0630
 DL0630                          SUPERSEDED SURVEY CONTROL
 DL0630
 DL0630  NGVD 29 (??/??/92)  104.724  (m)          343.58   (f) ADJ UNCH    2 0
 DL0630
 DL0630.Superseded values are not recommended for survey control.
 DL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0630.See file dsdata.txt to determine how the superseded data were derived.
 DL0630
 DL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS779834(NAD 83)
 DL0630_MARKER: DR = REFERENCE MARK DISK
 DL0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0630_SP_SET: SIDEWALK
 DL0630_STAMPING: MAGNOLIA NO 1 1950
 DL0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0630
 DL0630  HISTORY     - Date     Condition        Report By
 DL0630  HISTORY     - 1950     MONUMENTED       CGS
 DL0630  HISTORY     - 1960     GOOD             NGS
 DL0630
 DL0630                          STATION DESCRIPTION
 DL0630
 DL0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0630'1.9 MI NE FROM MAGNOLIA.
 DL0630'102.4 FEET SOUTH OF THE TRIANGULATION STATION, 72 FEET EAST-SOUTHEAST
 DL0630'OF THE SOUTHEAST CORNER OF CROSS HALL, 54 FEET NORTHWEST OF THE
 DL0630'NORTHWEST CORNER OF THE NEW MAIN BUILDING, SET IN THE TOP OF THE
 DL0630'NORTHEAST SIDE OF A CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0625 ***********************************************************************
 DL0625  DESIGNATION -  MAGNOLIA RM 2
 DL0625  PID         -  DL0625
 DL0625  STATE/COUNTY-  AR/COLUMBIA
 DL0625  USGS QUAD   -  MAGNOLIA (1968)
 DL0625
 DL0625                         *CURRENT SURVEY CONTROL
 DL0625  ___________________________________________________________________
 DL0625* NAD 83(1986)-  33 17 25.     (N)    093 14 11.     (W)     SCALED    
 DL0625* NAVD 88     -       105.167  (meters)     345.04   (feet)  ADJUSTED  
 DL0625  ___________________________________________________________________
 DL0625  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0625  DYNAMIC HT  -         105.054 (meters)     344.66  (feet)  COMP
 DL0625  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 DL0625
 DL0625  VERT ORDER  -  SECOND    CLASS 0
 DL0625
 DL0625.The horizontal coordinates were scaled from a topographic map and have
 DL0625.an estimated accuracy of +/- 6 seconds.
 DL0625
 DL0625.The orthometric height was determined by differential leveling
 DL0625.and adjusted by the National Geodetic Survey in June 1991..
 DL0625
 DL0625.The geoid height was determined by GEOID03.
 DL0625
 DL0625.The dynamic height is computed by dividing the NAVD 88
 DL0625.geopotential number by the normal gravity value computed on the
 DL0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0625.degrees latitude (g = 980.6199 gals.).
 DL0625
 DL0625.The modeled gravity was interpolated from observed gravity values.
 DL0625
 DL0625;                    North         East    Units  Estimated Accuracy
 DL0625;SPC AR S     -   469,860.      284,840.      MT  (+/- 180 meters Scaled)
 DL0625
 DL0625                          SUPERSEDED SURVEY CONTROL
 DL0625
 DL0625  NGVD 29 (??/??/92)  105.203  (m)          345.15   (f) ADJ UNCH    2 0
 DL0625
 DL0625.Superseded values are not recommended for survey control.
 DL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0625.See file dsdata.txt to determine how the superseded data were derived.
 DL0625
 DL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS779834(NAD 83)
 DL0625_MARKER: DR = REFERENCE MARK DISK
 DL0625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0625_SP_SET: SIDEWALK
 DL0625_STAMPING: MAGNOLIA NO 2 1950
 DL0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0625
 DL0625  HISTORY     - Date     Condition        Report By
 DL0625  HISTORY     - 1950     MONUMENTED       CGS
 DL0625  HISTORY     - 1960     GOOD             NGS
 DL0625  HISTORY     - 1976     GOOD             NGS
 DL0625
 DL0625                          STATION DESCRIPTION
 DL0625
 DL0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0625'1.9 MI NE FROM MAGNOLIA.
 DL0625'52.2 FEET WEST-SOUTHWEST OF THE TRIANGULATION STATION, 20 FEET NORTH
 DL0625'OF THE NORTH CORNER OF CROSS HALL, AND SET IN THE TOP OF THE WEST SIDE
 DL0625'OF A CONCRETE SIDEWALK.
 DL0625
 DL0625                          STATION RECOVERY (1976)
 DL0625
 DL0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DL0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0628 ***********************************************************************
 DL0628  DESIGNATION -  MAGNOLIA RM 4
 DL0628  PID         -  DL0628
 DL0628  STATE/COUNTY-  AR/COLUMBIA
 DL0628  USGS QUAD   -  MAGNOLIA (1968)
 DL0628
 DL0628                         *CURRENT SURVEY CONTROL
 DL0628  ___________________________________________________________________
 DL0628* NAD 83(1986)-  33 17 25.     (N)    093 14 11.     (W)     SCALED    
 DL0628* NAVD 88     -       105.43   (+/-2cm)     345.9    (feet)  VERTCON   
 DL0628  ___________________________________________________________________
 DL0628  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0628
 DL0628  VERT ORDER  -  THIRD (See Below)
 DL0628
 DL0628.The horizontal coordinates were scaled from a topographic map and have
 DL0628.an estimated accuracy of +/- 6 seconds.
 DL0628
 DL0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0628.The vertical order pertains to the NGVD 29 superseded value.
 DL0628
 DL0628.The geoid height was determined by GEOID03.
 DL0628
 DL0628;                    North         East    Units  Estimated Accuracy
 DL0628;SPC AR S     -   469,860.      284,840.      MT  (+/- 180 meters Scaled)
 DL0628
 DL0628                          SUPERSEDED SURVEY CONTROL
 DL0628
 DL0628  NGVD 29 (08/21/02)  105.47   (m)          346.0    (f) RESET       3  
 DL0628
 DL0628.Superseded values are not recommended for survey control.
 DL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0628.See file dsdata.txt to determine how the superseded data were derived.
 DL0628
 DL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS779834(NAD 83)
 DL0628_MARKER: DR = REFERENCE MARK DISK
 DL0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0628_SP_SET: SIDEWALK
 DL0628_STAMPING: MAGNOLIA 1950 NO 4 1975
 DL0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0628
 DL0628  HISTORY     - Date     Condition        Report By
 DL0628  HISTORY     - 1975     MONUMENTED       NGS
 DL0628  HISTORY     - 1976     GOOD             NGS
 DL0628
 DL0628                          STATION DESCRIPTION
 DL0628
 DL0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DL0628'IN MAGNOLIA.
 DL0628'1.6 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF U.S.
 DL0628'HIGHWAYS 82 AND 78 IN MAGNOLIA TO SOUTHERN STATE UNIVERSITY, 81 FEET
 DL0628'EAST OF THE NORTHEAST CORNER OF CROSS HALL, 32.5 FEET WEST-NORTHWEST
 DL0628'OF THE NORTHWEST CORNER OF NEW AUDITORIUM BUILDING, 15.8 FEET
 DL0628'NORTHWEST OF THE NORTHEAST CORNER OF CONCRETE WALL AROUND A PLANTER
 DL0628'AND SET IN A DRILL IN NORTH EDGE OF CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1467 ***********************************************************************
 DL1467  DESIGNATION -  MAGONOLIA A AND M COLLEGE TANK
 DL1467  PID         -  DL1467
 DL1467  STATE/COUNTY-  AR/COLUMBIA
 DL1467  USGS QUAD   -  MAGNOLIA (1968)
 DL1467
 DL1467                         *CURRENT SURVEY CONTROL
 DL1467  ___________________________________________________________________
 DL1467* NAD 83(1997)-  33 17 28.40040(N)    093 14 10.37920(W)     ADJUSTED  
 DL1467* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 DL1467  ___________________________________________________________________
 DL1467  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DL1467  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL1467
 DL1467  HORZ ORDER  -  THIRD
 DL1467
 DL1467.The horizontal coordinates were established by classical geodetic methods
 DL1467.and adjusted by the National Geodetic Survey in September 1999..
 DL1467
 DL1467.The orthometric height was scaled from a topographic map.
 DL1467
 DL1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1467
 DL1467.The geoid height was determined by GEOID03.
 DL1467
 DL1467;                    North         East     Units Scale Factor Converg.
 DL1467;SPC AR S     -   469,967.364   284,855.202   MT  1.00000196   -0 41 30.8
 DL1467;SPC AR S     - 1,541,884.59    934,562.44   sFT  1.00000196   -0 41 30.8
 DL1467;UTM  15      - 3,683,597.520   478,006.397   MT  0.99960596   -0 07 46.8
 DL1467
 DL1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1467!SPC AR S     -   0.99998767  x   1.00000196  =   0.99998963
 DL1467!UTM  15      -   0.99998767  x   0.99960596  =   0.99959364
 DL1467
 DL1467                          SUPERSEDED SURVEY CONTROL
 DL1467
 DL1467  NAD 83(1997)-  33 17 28.40925(N)    093 14 10.37013(W) AD(       ) 4
 DL1467  NAD 83(1986)-  33 17 28.41154(N)    093 14 10.36890(W) AD(       ) 4
 DL1467  NAD 27      -  33 17 27.95300(N)    093 14 09.76800(W) AD(       ) 3
 DL1467
 DL1467.Superseded values are not recommended for survey control.
 DL1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1467.See file dsdata.txt to determine how the superseded data were derived.
 DL1467
 DL1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7800683598(NAD 83)
 DL1467_MARKER: 53 = ELEVATED TANK
 DL1467
 DL1467  HISTORY     - Date     Condition        Report By
 DL1467  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1467
 DL1467                          STATION DESCRIPTION
 DL1467
 DL1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1467'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF MAGNOLIA AND
 DL1467'IN THE CENTER OF THE A AND M COLLEGE GROUNDS.  IT IS THE
 DL1467'HIGHER AND MOST WESTERLY OF TWO TANKS.  IT IS A 4 LEGGED
 DL1467'STEEL STRUCTURE SUPPORTING THE TANK PROPER WITH AN OVERALL
 DL1467'HEIGHT OF 110 FEET.  THE POINT OBSERVED UPON WAS THE BALL
 DL1467'AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2066 ***********************************************************************
 EJ2066  DESIGNATION -  MALEPORT
 EJ2066  PID         -  EJ2066
 EJ2066  STATE/COUNTY-  AR/HOT SPRING
 EJ2066  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ2066
 EJ2066                         *CURRENT SURVEY CONTROL
 EJ2066  ___________________________________________________________________
 EJ2066* NAD 83(1997)-  34 20 01.47924(N)    092 45 36.48622(W)     ADJUSTED  
 EJ2066* NAVD 88     -       162.7    (meters)     534.     (feet)  VERTCON   
 EJ2066  ___________________________________________________________________
 EJ2066  X           -    -253,900.099 (meters)                     COMP
 EJ2066  Y           -  -5,266,462.950 (meters)                     COMP
 EJ2066  Z           -   3,577,154.439 (meters)                     COMP
 EJ2066  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 EJ2066  ELLIP HEIGHT-         136.13  (meters)          (09/24/01) GPS OBS
 EJ2066  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ2066
 EJ2066  HORZ ORDER  -  FIRST
 EJ2066  ELLP ORDER  -  FOURTH    CLASS II
 EJ2066
 EJ2066.This mark is at Malvern Airport (M78)
 EJ2066
 EJ2066.The horizontal coordinates were established by GPS observations
 EJ2066.and adjusted by the National Geodetic Survey in September 1999..
 EJ2066
 EJ2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2066
 EJ2066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2066
 EJ2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2066
 EJ2066.The ellipsoidal height was determined by GPS observations
 EJ2066.and is referenced to NAD 83.
 EJ2066
 EJ2066.The geoid height was determined by GEOID03.
 EJ2066
 EJ2066;                    North         East     Units Scale Factor Converg.
 EJ2066;SPC AR S     -   585,160.316   330,056.311   MT  0.99993207   -0 25 31.6
 EJ2066;SPC AR S     - 1,919,813.47  1,082,859.75   sFT  0.99993207   -0 25 31.6
 EJ2066;UTM  15      - 3,799,187.932   522,064.025   MT  0.99960600   +0 08 07.0
 EJ2066
 EJ2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2066!SPC AR S     -   0.99997863  x   0.99993207  =   0.99991070
 EJ2066!UTM  15      -   0.99997863  x   0.99960600  =   0.99958464
 EJ2066
 EJ2066:                Primary Azimuth Mark                     Grid Az
 EJ2066:SPC AR S     -  MALEPORT AZ MK                           218 13 14.3
 EJ2066:UTM  15      -  MALEPORT AZ MK                           217 39 35.7
 EJ2066
 EJ2066|---------------------------------------------------------------------|
 EJ2066| PID    Reference Object                     Distance      Geod. Az  |
 EJ2066|                                                           dddmmss.s |
 EJ2066| EJ2067 MALEPORT AZ MK                      APPROX. 0.5 KM 2174742.7 |
 EJ2066|---------------------------------------------------------------------|
 EJ2066
 EJ2066                          SUPERSEDED SURVEY CONTROL
 EJ2066
 EJ2066  ELLIP H (09/14/99)  136.15   (m)                       GP(       ) 4 1
 EJ2066  ELLIP H (01/21/93)  135.84   (m)                       GP(       ) 4 2
 EJ2066  NAD 83(1986)-  34 20 01.48974(N)    092 45 36.47586(W) AD(       ) 1
 EJ2066  NGVD 29 (11/13/90)  162.7    (m)          534.     (f) GPS OBS        
 EJ2066
 EJ2066.Superseded values are not recommended for survey control.
 EJ2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2066.See file dsdata.txt to determine how the superseded data were derived.
 EJ2066
 EJ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2206499188(NAD 83)
 EJ2066_MARKER: I = METAL ROD
 EJ2066_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ2066_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ2066_STAMPING: MALEPORT 1990
 EJ2066_MARK LOGO: NGS   
 EJ2066_PROJECTION: FLUSH
 EJ2066_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ2066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ2066+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 EJ2066_ROD/PIPE-DEPTH: 7.0  meters
 EJ2066_SLEEVE-DEPTH  : 0.92 meters
 EJ2066
 EJ2066  HISTORY     - Date     Condition        Report By
 EJ2066  HISTORY     - 1990     MONUMENTED       NGS
 EJ2066  HISTORY     - 19980425 GOOD             USPSQD
 EJ2066  HISTORY     - 20020504 GOOD             INDIV
 EJ2066  HISTORY     - 20050306 GOOD             AERODA
 EJ2066
 EJ2066                          STATION DESCRIPTION
 EJ2066
 EJ2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EJ2066'STATION IS LOCATED ABOUT 18.4 KM (11.4 MI) NORTHEAST OF DONALDSON,
 EJ2066'16.3 KM (10.1 MI) SOUTHWEST OF TRASKWOOD, AND 6.0 KM (3.7 MI)
 EJ2066'SOUTHEAST OF MALVERN, AT THE MALVERN MUNICIPAL AIRPORT. OWNERSHIP-CITY
 EJ2066'OF MALVERN AR. 72104. AIRPORT MANAGER IS RICCI DAVIS, RTE. 1 BOX A,
 EJ2066'MALVERN AR. 7210.
 EJ2066'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 67, 270, AND
 EJ2066'STATE ROUTE 9 NEAR THE CENTER OF MALVERN, GO SOUTHERLY ALONG STATE
 EJ2066'ROUTE 9 FOR 1.54 KM (0.96 MI) TO A PAVED ROAD ON THE LEFT, TURN LEFT
 EJ2066'AND GO SOUTHEAST ON SULPHUR SPRINGS ROAD FOR 4.55 KM (2.83 MI) TO A
 EJ2066'PAVED ROAD ON THE RIGHT, TURN RIGHT, AND GO SOUTH ALONG THE AIRPORT
 EJ2066'ENTRENCE ROAD FOR 0.17 KM (0.11 MI) TO A GATE, PASS THROUGH THE GATE
 EJ2066'AND TURN LEFT AND GO SOUTHEAST ALONG A TAXIWAY AND ACROSS AIRPLANE
 EJ2066'PARKING APRON AND ALONG TAXIWAY FOR 0.11 KM (0.07 MI) TO THE RUNWAY.
 EJ2066'CROSS RUNWAY AND GO ALONG THE GRASS TO THE R-O-W FENCE AND THE
 EJ2066'STATION, ABOUT IN LINE WITH THE CENTER OF THE CONNECTOR.
 EJ2066'THE STATION IS A PUNCH HOLE IN THE TOP OF 5/8 INCH STAINLESS STEEL ROD
 EJ2066'ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SET 70.5 M (231.3 FT)
 EJ2066'SOUTHEAST OF THE RUNWAY CENTERLINE, 6.9 M (22.6 FT) NORTHWEST OF THE
 EJ2066'MOST NORTHERLY 1 OF 2 WOODEN FENCE POSTS, AND 6.9 M (22.6 FT)
 EJ2066'WEST-NORTHWEST OF A CARSONITE WITNESS POST AND FENCE.
 EJ2066'DESCRIBED BY R.D.BALL  NOTE-GATE MAY BE LOCKED
 EJ2066
 EJ2066                          STATION RECOVERY (1998)
 EJ2066
 EJ2066'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ2066'RECOVERED IN GOOD CONDITION.
 EJ2066
 EJ2066                          STATION RECOVERY (2002)
 EJ2066
 EJ2066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WFS)
 EJ2066'RECOVERED INTACT AND AS DESCRIBED BY N.G.S. 1990.
 EJ2066'THE DIRECTIONS TO THE STATION ARE UNCHANGED FROM THE ORIGINAL NOTES
 EJ2066'AND ALL ACCESSORIES ARE INTACT.
 EJ2066
 EJ2066                          STATION RECOVERY (2005)
 EJ2066
 EJ2066'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 EJ2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2067 ***********************************************************************
 EJ2067  DESIGNATION -  MALEPORT AZ MK
 EJ2067  PID         -  EJ2067
 EJ2067  STATE/COUNTY-  AR/HOT SPRING
 EJ2067  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ2067
 EJ2067                         *CURRENT SURVEY CONTROL
 EJ2067  ___________________________________________________________________
 EJ2067* NAD 83(1997)-  34 19 47.39314(N)    092 45 49.65432(W)     ADJUSTED  
 EJ2067* NAVD 88     -       163.3    (meters)     536.     (feet)  VERTCON   
 EJ2067  ___________________________________________________________________
 EJ2067  X           -    -254,248.138 (meters)                     COMP
 EJ2067  Y           -  -5,266,691.689 (meters)                     COMP
 EJ2067  Z           -   3,576,796.311 (meters)                     COMP
 EJ2067  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 EJ2067  ELLIP HEIGHT-         136.67  (meters)          (09/24/01) GPS OBS
 EJ2067  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ2067
 EJ2067  HORZ ORDER  -  FIRST
 EJ2067  ELLP ORDER  -  FOURTH    CLASS II
 EJ2067
 EJ2067.This mark is at Malvern Airport (M78)
 EJ2067
 EJ2067.The horizontal coordinates were established by GPS observations
 EJ2067.and adjusted by the National Geodetic Survey in September 1999..
 EJ2067
 EJ2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2067
 EJ2067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2067
 EJ2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2067
 EJ2067.The ellipsoidal height was determined by GPS observations
 EJ2067.and is referenced to NAD 83.
 EJ2067
 EJ2067.The geoid height was determined by GEOID03.
 EJ2067
 EJ2067;                    North         East     Units Scale Factor Converg.
 EJ2067;SPC AR S     -   584,728.822   329,716.506   MT  0.99993172   -0 25 39.0
 EJ2067;SPC AR S     - 1,918,397.81  1,081,744.90   sFT  0.99993172   -0 25 39.0
 EJ2067;UTM  15      - 3,798,753.275   521,728.570   MT  0.99960582   +0 07 59.6
 EJ2067
 EJ2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2067!SPC AR S     -   0.99997855  x   0.99993172  =   0.99991027
 EJ2067!UTM  15      -   0.99997855  x   0.99960582  =   0.99958437
 EJ2067
 EJ2067:                Primary Azimuth Mark                     Grid Az
 EJ2067:SPC AR S     -  MALEPORT                                 038 13 14.3
 EJ2067:UTM  15      -  MALEPORT                                 037 39 35.7
 EJ2067
 EJ2067|---------------------------------------------------------------------|
 EJ2067| PID    Reference Object                     Distance      Geod. Az  |
 EJ2067|                                                           dddmmss.s |
 EJ2067| EJ2066 MALEPORT                            APPROX. 0.5 KM 0374735.3 |
 EJ2067|---------------------------------------------------------------------|
 EJ2067
 EJ2067                          SUPERSEDED SURVEY CONTROL
 EJ2067
 EJ2067  ELLIP H (09/14/99)  136.69   (m)                       GP(       ) 4 1
 EJ2067  NAD 83(1986)-  34 19 47.40364(N)    092 45 49.64395(W) AD(       ) 1
 EJ2067  NGVD 29 (11/13/90)  163.3    (m)          536.     (f) GPS OBS        
 EJ2067
 EJ2067.Superseded values are not recommended for survey control.
 EJ2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2067.See file dsdata.txt to determine how the superseded data were derived.
 EJ2067
 EJ2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2172998753(NAD 83)
 EJ2067_MARKER: I = METAL ROD
 EJ2067_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ2067_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ2067_STAMPING: MALEPORT AZ MK 1990
 EJ2067_MARK LOGO: NGS   
 EJ2067_PROJECTION: FLUSH
 EJ2067_MAGNETIC: I = MARKER IS A STEEL ROD
 EJ2067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ2067+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 EJ2067_ROD/PIPE-DEPTH: 6.0  meters
 EJ2067_SLEEVE-DEPTH  : 0.93 meters
 EJ2067
 EJ2067  HISTORY     - Date     Condition        Report By
 EJ2067  HISTORY     - 1989     MONUMENTED       NGS
 EJ2067  HISTORY     - 19900326 GOOD
 EJ2067  HISTORY     - 19980425 GOOD             USPSQD
 EJ2067
 EJ2067                          STATION DESCRIPTION
 EJ2067
 EJ2067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EJ2067'STATION IS LOCATED ABOUT 18.4 KM (11.4 MI) NORTHEAST OF DONALDSON,
 EJ2067'16.3 KM (10.1 MI) SOUTHWEST OF TRASKWOOD, AND 6.0 KM (3.7 MI)
 EJ2067'SOUTHEAST OF MALVERN. AT THE MALVERN MUNICIPAL AIRPORT.
 EJ2067'OWNERSHIP--CITY OF MALVERN, MALVERN AR 72104.  AIRPORT MANAGER IS
 EJ2067'RICCI DAVIS, RTE. 1 BOX A, MALVERN AR 72104.  PHONE IS 501-332-6376.
 EJ2067'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 67, 270 AND STATE HIGHWAY 9
 EJ2067'IN THE CENTER OF MALVERN.  GO SOUTHERLY ON STATE HIGHWAY 9 FOR 1.54
 EJ2067'KM (0.96 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST
 EJ2067'ON SULPHUR SPRINGS ROAD FOR 4.55 KM (2.83 MI) TO A PAVED ROAD ON THE
 EJ2067'RIGHT.  TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.17
 EJ2067'KM (0.11 MI) TO A GATE.  PASS THROUGH THE GATE AND TURN LEFT AND GO
 EJ2067'SOUTHEAST ON A TAXIWAY AND ACROSS AIRPLANE PARKING APRON AND ALONG
 EJ2067'TAXIWAY FOR 0.11 KM (0.07 MI) TO THE RUNWAY.  TURN RIGHT AND GO
 EJ2067'SOUTHWEST ON THE RUNWAY FOR 0.66 KM (0.41 MI) TO THE STATION ON THE
 EJ2067'LEFT, SET NEAR THE R-O-W FENCE AND ABOUT IN LINE WITH THE DISPLACED
 EJ2067'THRESHOLD LINE.
 EJ2067'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8-INCH STAINLESS STEEL
 EJ2067'ROAD ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SET 70.2 M
 EJ2067'(230.3 FT) SOUTHEAST OF THE RUNWAY CENTERLINE, 29.7 M (97.4 FT)
 EJ2067'NORTH-NORTHEAST OF THE CENTER 1 OF 3 WOODEN FENCE POSTS, AND 6.2 M
 EJ2067'(20.3 FT) NORTHWEST OF A CARSONITE WITNESS POST AND FENCE.
 EJ2067'DESCRIBED BY R.D.BALL  NOTE-GATE MAY BE LOCKED
 EJ2067
 EJ2067                          STATION RECOVERY (1990)
 EJ2067
 EJ2067'RECOVERED 1990
 EJ2067'RECOVERED IN GOOD CONDITION.
 EJ2067
 EJ2067                          STATION RECOVERY (1998)
 EJ2067
 EJ2067'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3074 ***********************************************************************
 EH3074  DESIGNATION -  MALONE
 EH3074  PID         -  EH3074
 EH3074  STATE/COUNTY-  AR/LONOKE
 EH3074  USGS QUAD   -  ENGLAND (1982)
 EH3074
 EH3074                         *CURRENT SURVEY CONTROL
 EH3074  ___________________________________________________________________
 EH3074* NAD 83(1997)-  34 32 48.52422(N)    091 54 39.15430(W)     ADJUSTED  
 EH3074* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 EH3074  ___________________________________________________________________
 EH3074  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 EH3074  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EH3074
 EH3074  HORZ ORDER  -  FIRST
 EH3074
 EH3074.The horizontal coordinates were established by classical geodetic methods
 EH3074.and adjusted by the National Geodetic Survey in September 1999..
 EH3074
 EH3074.The orthometric height was scaled from a topographic map.
 EH3074
 EH3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3074
 EH3074.The geoid height was determined by GEOID03.
 EH3074
 EH3074;                    North         East     Units Scale Factor Converg.
 EH3074;SPC AR S     -   608,538.592   408,180.209   MT  0.99995836   +0 02 59.6
 EH3074;SPC AR S     - 1,996,513.70  1,339,171.24   sFT  0.99995836   +0 02 59.6
 EH3074;UTM  15      - 3,823,326.789   599,931.344   MT  0.99972309   +0 37 03.6
 EH3074
 EH3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3074!SPC AR S     -   0.99999346  x   0.99995836  =   0.99995182
 EH3074!UTM  15      -   0.99999346  x   0.99972309  =   0.99971655
 EH3074
 EH3074:                Primary Azimuth Mark                     Grid Az
 EH3074:SPC AR S     -  MALONE AZ MK                             100 04 38.0
 EH3074:UTM  15      -  MALONE AZ MK                             099 30 34.0
 EH3074
 EH3074|---------------------------------------------------------------------|
 EH3074| PID    Reference Object                     Distance      Geod. Az  |
 EH3074|                                                           dddmmss.s |
 EH3074| CY6928 MALONE AZ MK                                       1000737.6 |
 EH3074| EH3073 COY MUNICIPAL TANK                  APPROX. 3.3 KM 1011203.5 |
 EH3074| CY6931 MALONE RM 3                          16.159 METERS 10456     |
 EH3074| CY6929 MALONE RM 1                          46.595 METERS 15809     |
 EH3074| CY6930 MALONE RM 2                          50.341 METERS 25628     |
 EH3074| EH3071 ENGLAND ARK PWR AND LT CO TANK      APPROX. 5.7 KM 2691145.2 |
 EH3074| EH3072 ENGLAND FEDERAL COMPRESS CO TK      APPROX. 5.8 KM 2695700.7 |
 EH3074|---------------------------------------------------------------------|
 EH3074
 EH3074                          SUPERSEDED SURVEY CONTROL
 EH3074
 EH3074  NAD 83(1986)-  34 32 48.53053(N)    091 54 39.14769(W) AD(       ) 1
 EH3074  NAD 27      -  34 32 48.19000(N)    091 54 38.65100(W) AD(       ) 1
 EH3074
 EH3074.Superseded values are not recommended for survey control.
 EH3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3074.See file dsdata.txt to determine how the superseded data were derived.
 EH3074
 EH3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9993123327(NAD 83)
 EH3074_MARKER: DS = TRIANGULATION STATION DISK
 EH3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH3074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3074+STABILITY: SURFACE MOTION
 EH3074
 EH3074  HISTORY     - Date     Condition        Report By
 EH3074  HISTORY     - 1938     MONUMENTED       CGS
 EH3074  HISTORY     - 1964     GOOD             CGS
 EH3074  HISTORY     - 1967     GOOD             CGS
 EH3074  HISTORY     - 19980901 GOOD             NRCS
 EH3074
 EH3074                          STATION DESCRIPTION
 EH3074
 EH3074'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 EH3074'STATION MALONE IS LOCATED 3.5 MILES E OF ENGLAND, 1.6 MILES
 EH3074'W OF THE JUNCTION OF ARKANSAS 30 AND 31, ON THE N SIDE OF
 EH3074'ARKANSAS 30 ON LAND BELONGING TO MR. JAMES MALONE AND FARMED
 EH3074'BY MR. JAMES HARDIN.  IT IS IN THE SE CORNER OF A COTTONFIELD
 EH3074'ABOUT 200 PACES E OF MR. HARDINS HOUSE, 60 FEET N OF THE
 EH3074'CENTER LINE OF ARKANSAS 30 AND 35 FEET W OF THE CENTER LINE
 EH3074'OF ROAD LEADING N.  THE MARK IS 18 INCHES BELOW THE SURFACE
 EH3074'OF THE GROUND.
 EH3074'
 EH3074'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EH3074'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH3074'
 EH3074'REFERENCE MARK NO.1 IS SSE OF THE STATION IN A N-S FENCE LINE,
 EH3074'8 FEET W OF TRACK ROAD, 81 FEET S OF THE CENTER LINE OF
 EH3074'ARKANSAS 30, AND PROJECTS 6 INCHES.  REFERENCE MARK NO.2
 EH3074'IS WSW OF THE STATION AT THE S EDGE OF COTTON FIELD, 20 FEET
 EH3074'N OF THE CENTER LINE OF ARKANSAS 30, AND PROJECTS 6 INCHES.
 EH3074'
 EH3074'AZIMUTH MARK IS ESE OF THE STATION IN A N-S FENCE LINE OF THE
 EH3074'E SIDE OF A LANE AND PROJECTING 6 INCHES.  TO REACH THE
 EH3074'AZIMUTH MARK FROM THE STATION, DRIVE E ON ARKANSAS 30 FOR
 EH3074'0.75 MILE TO PLANTATION BUILDINGS.  TURN RIGHT ON PRIVATE
 EH3074'LANE, PASSING TO THE RIGHT OR W OF MACHINE SHEDS, AND DRIVE
 EH3074'0.05 MILE TO THE MARK.
 EH3074'
 EH3074'STATION WAS REACHED FROM THE JUNCTION OF ARKANSAS 30 AND 15
 EH3074'AT THE E EDGE OF ENGLAND, BY DRIVING E ON ARKANSAS 30 FOR
 EH3074'2.7 MILES TO THE STATION ON THE N SIDE OF THE ROAD.
 EH3074'
 EH3074'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 EH3074
 EH3074                          STATION RECOVERY (1964)
 EH3074
 EH3074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 EH3074'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 EH3074'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 EH3074'MARK WERE SEARCHED FOR BUT NOT FOUND.
 EH3074
 EH3074                          STATION RECOVERY (1967)
 EH3074
 EH3074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3074'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 EH3074'CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK WERE SEARCHED
 EH3074'FOR BUT NOT FOUND.  THERE ARE NO OLD INTERSECTION STATIONS
 EH3074'VISIBLE FROM THE GROUND TO ESTABLISH AN AZIMUTH MARK FROM.
 EH3074'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME AND FOLLOWING
 EH3074'IS A NEW AND COMPLETE DESCRIPTION.
 EH3074'
 EH3074'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF ENGLAND,
 EH3074'1-1/2 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 31 AND
 EH3074'130 AND IS ON THE NORTH SIDE OF STATE HIGHWAY 130.
 EH3074'
 EH3074'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 130 IN
 EH3074'THE SOUTHEAST PART OF ENGLAND, GO EAST ON STATE HIGHWAY 130
 EH3074'FOR 2.55 MILES TO THE BRIDGE OVER INDIAN BAYOU.  CONTINUE
 EH3074'AHEAD AND GO EAST ON THE HIGHWAY FOR 0.25 MILE TO THE HOME
 EH3074'OF J.W. KELLEY ON THE RIGHT AND THE STATION ON THE LEFT.
 EH3074'
 EH3074'STATION MARK IS A STANDARD DISK, STAMPED MALONE 1938, SET
 EH3074'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 14 INCHES BELOW
 EH3074'THE GROUND SURFACE.  IT IS 62 FEET NORTH OF THE CENTER OF
 EH3074'STATE HIGHWAY 130, 53 FEET WEST-NORTHWEST OF A POWERLINE POLE
 EH3074'AND 31 FEET WEST OF THE CENTER OF A FIELD ROAD LEADING NORTH.
 EH3074'
 EH3074'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MALONE NO 1 1938,
 EH3074'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 EH3074'4 INCHES.  IT IS 72 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 EH3074'43 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOME OF
 EH3074'J.W. KELLEY, 32 FEET SOUTH OF A POWERLINE POLE AND 13 FEET
 EH3074'WEST OF THE CENTER OF A DRIVEWAY.
 EH3074'
 EH3074'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MALONE NO 3
 EH3074'1938 1967, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 EH3074'WITH THE GROUND SURFACE.  IT IS 47 FEET NORTH OF THE CENTER
 EH3074'OF THE HIGHWAY, 18 FEET EAST OF THE CENTER OF THE FIELD ROAD,
 EH3074'1.5 FEET WEST OF A METAL WITNESS POST AND 1.2 FEET NORTH
 EH3074'OF A POWERLINE POLE.
 EH3074'
 EH3074'STATION MARK TO R.M. 1 = PLUS 1.7830 FEET.
 EH3074'
 EH3074'STATION MARK TO R.M. 3 = PLUS 1.2925 FEET.
 EH3074
 EH3074                          STATION RECOVERY (1998)
 EH3074
 EH3074'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3074'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0666 ***********************************************************************
 EJ0666  DESIGNATION -  MALVERN
 EJ0666  PID         -  EJ0666
 EJ0666  STATE/COUNTY-  AR/HOT SPRING
 EJ0666  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ0666
 EJ0666                         *CURRENT SURVEY CONTROL
 EJ0666  ___________________________________________________________________
 EJ0666* NAD 83(1986)-  34 21 58.     (N)    092 48 56.     (W)     SCALED    
 EJ0666* NAVD 88     -        82.695  (meters)     271.31   (feet)  ADJUSTED  
 EJ0666  ___________________________________________________________________
 EJ0666  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0666  DYNAMIC HT  -          82.616 (meters)     271.05  (feet)  COMP
 EJ0666  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 EJ0666
 EJ0666  VERT ORDER  -  SECOND    CLASS 0
 EJ0666
 EJ0666.The horizontal coordinates were scaled from a topographic map and have
 EJ0666.an estimated accuracy of +/- 6 seconds.
 EJ0666
 EJ0666.The orthometric height was determined by differential leveling
 EJ0666.and adjusted by the National Geodetic Survey in June 1991..
 EJ0666
 EJ0666.The geoid height was determined by GEOID03.
 EJ0666
 EJ0666.The dynamic height is computed by dividing the NAVD 88
 EJ0666.geopotential number by the normal gravity value computed on the
 EJ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0666.degrees latitude (g = 980.6199 gals.).
 EJ0666
 EJ0666.The modeled gravity was interpolated from observed gravity values.
 EJ0666
 EJ0666;                    North         East    Units  Estimated Accuracy
 EJ0666;SPC AR S     -   588,790.      324,990.      MT  (+/- 180 meters Scaled)
 EJ0666
 EJ0666                          SUPERSEDED SURVEY CONTROL
 EJ0666
 EJ0666  NGVD 29 (??/??/92)   82.706  (m)          271.34   (f) ADJ UNCH    2 0
 EJ0666
 EJ0666.Superseded values are not recommended for survey control.
 EJ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0666.See file dsdata.txt to determine how the superseded data were derived.
 EJ0666
 EJ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU169027(NAD 83)
 EJ0666_MARKER: Q = CHISELED SQUARE
 EJ0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0666_SP_SET: SILL
 EJ0666_STAMPING: U.S.B.M.-CHISELED SQUARE
 EJ0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0666
 EJ0666  HISTORY     - Date     Condition        Report By
 EJ0666  HISTORY     - UNK      MONUMENTED       USE
 EJ0666  HISTORY     - 1935     GOOD             NGS
 EJ0666  HISTORY     - 1937     GOOD             ARGS
 EJ0666  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0666
 EJ0666                          STATION DESCRIPTION
 EJ0666
 EJ0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0666'IN MALVERN.
 EJ0666'CHISELED SQUARE ON NORTHWEST END OF STONE SILL OF DOOR ON NORTHEAST
 EJ0666'SIDE OF OLD RAILROAD ROUND HOUSE NOW USED BY BUTLER GIN AND GROCERY
 EJ0666'COMPANY FOR A WAREHOUSE, AT MALVERN, ARK.  ABOUT 600 FEET WEST OF
 EJ0666'MISSOURI PACIFIC R.R. STATION.  ABOUT 175 FT. NORTHWEST OF MISSOURI
 EJ0666'PAC. MAIN TRACK CENTERLINE.  9.2 FT. NORTHWEST OF EAST CORNER OF
 EJ0666'WAREHOUSE.  1 FT. NORTHEAST OF DOOR.
 EJ0666
 EJ0666                          STATION RECOVERY (1937)
 EJ0666
 EJ0666'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1937
 EJ0666'RECOVERED IN GOOD CONDITION.
 EJ0666
 EJ0666                          STATION RECOVERY (1998)
 EJ0666
 EJ0666'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1859 ***********************************************************************
 EJ1859  DESIGNATION -  MALVERN
 EJ1859  PID         -  EJ1859
 EJ1859  STATE/COUNTY-  AR/HOT SPRING
 EJ1859  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1859
 EJ1859                         *CURRENT SURVEY CONTROL
 EJ1859  ___________________________________________________________________
 EJ1859* NAD 83(1997)-  34 21 51.76972(N)    092 47 53.60037(W)     ADJUSTED  
 EJ1859* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 EJ1859  ___________________________________________________________________
 EJ1859  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 EJ1859  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EJ1859
 EJ1859  HORZ ORDER  -  THIRD
 EJ1859
 EJ1859.The horizontal coordinates were established by classical geodetic methods
 EJ1859.and adjusted by the National Geodetic Survey in September 1999..
 EJ1859
 EJ1859.The orthometric height was scaled from a topographic map.
 EJ1859
 EJ1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1859
 EJ1859.The geoid height was determined by GEOID03.
 EJ1859
 EJ1859;                    North         East     Units Scale Factor Converg.
 EJ1859;SPC AR S     -   588,585.101   326,578.284   MT  0.99993500   -0 26 48.3
 EJ1859;SPC AR S     - 1,931,049.62  1,071,448.92   sFT  0.99993500   -0 26 48.3
 EJ1859;UTM  15      - 3,802,577.404   518,553.805   MT  0.99960424   +0 06 50.0
 EJ1859
 EJ1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1859!SPC AR S     -   0.99998642  x   0.99993500  =   0.99992142
 EJ1859!UTM  15      -   0.99998642  x   0.99960424  =   0.99959066
 EJ1859
 EJ1859|---------------------------------------------------------------------|
 EJ1859| PID    Reference Object                     Distance      Geod. Az  |
 EJ1859|                                                           dddmmss.s |
 EJ1859| CY6932 MALVERN RM 1                          4.557 METERS 03709     |
 EJ1859| CY6933 MALVERN RM 2                          5.822 METERS 12726     |
 EJ1859| EJ1861 MALVERN WEST MUNICIPAL TANK         APPROX. 1.2 KM 2741023.4 |
 EJ1859| EJ1853 MAGNET BAROID WATER TANK            APPROX.12.0 KM 3555756.5 |
 EJ1859|---------------------------------------------------------------------|
 EJ1859
 EJ1859                          SUPERSEDED SURVEY CONTROL
 EJ1859
 EJ1859  NAD 83(1986)-  34 21 51.78042(N)    092 47 53.59160(W) AD(       ) 3
 EJ1859  NAD 27      -  34 21 51.45187(N)    092 47 52.98978(W) AD(       ) 3
 EJ1859
 EJ1859.Superseded values are not recommended for survey control.
 EJ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1859.See file dsdata.txt to determine how the superseded data were derived.
 EJ1859
 EJ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1855402577(NAD 83)
 EJ1859_MARKER: DS = TRIANGULATION STATION DISK
 EJ1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1859
 EJ1859  HISTORY     - Date     Condition        Report By
 EJ1859  HISTORY     - 1963     MONUMENTED       CGS
 EJ1859  HISTORY     - 19980425 GOOD             USPSQD
 EJ1859
 EJ1859                          STATION DESCRIPTION
 EJ1859
 EJ1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1859'IN THE NORTHEAST EDGE OF MALVERN ABOUT 300 FEET EAST OF
 EJ1859'THE INTERSECTION OF S. GARLAND STREET AND U.S. HIGHWAY 270
 EJ1859'AND 67.  IT IS 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EJ1859'20 FEET NORTHWEST OF A 24 INCH ELM TREE, 15 FEET SOUTHWEST
 EJ1859'OF A TELEPHONE POLE, 14 FEET SOUTHWEST OF THE SOUTHEAST
 EJ1859'CORNER OF A CONCRETE BLOCK BUILDING (PARK N WASH), AND ON
 EJ1859'THE PROPERTY OF MRS. ELIZABETH MARSHALL MILLER.  THE MONUMENT
 EJ1859'IS FLUSH AND THE DISK IS STAMPED MALVERN 1963.
 EJ1859'
 EJ1859'REFERENCE MARK 1 IS 24 FEET NORTHWEST OF THE ELM TREE, 15 FEET
 EJ1859'WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 3 FEET EAST
 EJ1859'OF THE SOUTHEAST CORNER OF THE BUILDING, AND 1 FOOT SOUTH
 EJ1859'OF THE TELEPHONE POLE.  THE MONUMENT PROJECTS 1 INCH AND
 EJ1859'THE DISK IS STAMPED MALVERN NO 1 1963.
 EJ1859'
 EJ1859'REFERENCE MARK 2 IS 31 FEET NORTH OF THE CENTERLINE OF THE
 EJ1859'HIGHWAY, 26 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 EJ1859'2 FEET WEST OF THE ELM TREE AND 8 FEET WEST OF THE CENTERLINE
 EJ1859'OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 EJ1859'STAMPED MALVERN NO 2 1963.
 EJ1859'
 EJ1859'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 EJ1859
 EJ1859                          STATION RECOVERY (1998)
 EJ1859
 EJ1859'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1860 ***********************************************************************
 EJ1860  DESIGNATION -  MALVERN A B COOK CO WATER TANK
 EJ1860  PID         -  EJ1860
 EJ1860  STATE/COUNTY-  AR/HOT SPRING
 EJ1860  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1860
 EJ1860                         *CURRENT SURVEY CONTROL
 EJ1860  ___________________________________________________________________
 EJ1860* NAD 83(1997)-  34 21 04.02801(N)    092 49 36.70688(W)     ADJUSTED  
 EJ1860* NAVD 88     -                                                        
 EJ1860  ___________________________________________________________________
 EJ1860  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 EJ1860  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EJ1860
 EJ1860  HORZ ORDER  -  THIRD
 EJ1860
 EJ1860.The horizontal coordinates were established by classical geodetic methods
 EJ1860.and adjusted by the National Geodetic Survey in September 1999..
 EJ1860
 EJ1860
 EJ1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1860
 EJ1860.The geoid height was determined by GEOID03.
 EJ1860
 EJ1860;                    North         East     Units Scale Factor Converg.
 EJ1860;SPC AR S     -   587,135.063   323,932.044   MT  0.99993369   -0 27 46.0
 EJ1860;SPC AR S     - 1,926,292.29  1,062,767.05   sFT  0.99993369   -0 27 46.0
 EJ1860;UTM  15      - 3,801,102.034   515,922.748   MT  0.99960313   +0 05 51.7
 EJ1860
 EJ1860                          SUPERSEDED SURVEY CONTROL
 EJ1860
 EJ1860  NAD 83(1986)-  34 21 04.03868(N)    092 49 36.69830(W) AD(       ) 4
 EJ1860  NAD 27      -  34 21 03.70856(N)    092 49 36.08707(W) AD(       ) 3
 EJ1860
 EJ1860.Superseded values are not recommended for survey control.
 EJ1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1860.See file dsdata.txt to determine how the superseded data were derived.
 EJ1860
 EJ1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1592301102(NAD 83)
 EJ1860_MARKER: 51 = TANK
 EJ1860
 EJ1860  HISTORY     - Date     Condition        Report By
 EJ1860  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1860  HISTORY     - 19980425 GOOD             USPSQD
 EJ1860
 EJ1860                          STATION DESCRIPTION
 EJ1860
 EJ1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1860'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  LOCATED ON
 EJ1860'THE GROUNDS OF THE A.B. COOK CO. AT THE SOUTH EDGE OF MALVERN.
 EJ1860'IT IS A FOUR LEGGED SELF SUPPORTED STEEL TANK PAINTED SILVER WITH
 EJ1860'A RUSTY TOP.  THE OVERALL HEIGHT IS ABOUT 100 FEET.
 EJ1860'
 EJ1860'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 67 AND 270
 EJ1860'IN MALVERN, GO SOUTHWEST AND SOUTH ON HIGHWAY 67 FOR 1.45
 EJ1860'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED
 EJ1860'ROAD FOR 0.25 MILE TO THE ENTRANCE TO A.B. COOK CO. ON THE
 EJ1860'RIGHT AND THE WATER TANK ABOUT 0.15 MILE NORTH OF THE ENTRANCE.
 EJ1860
 EJ1860                          STATION RECOVERY (1998)
 EJ1860
 EJ1860'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1864 ***********************************************************************
 EJ1864  DESIGNATION -  MALVERN EAST MUNICIPAL TANK
 EJ1864  PID         -  EJ1864
 EJ1864  STATE/COUNTY-  AR/HOT SPRING
 EJ1864  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1864
 EJ1864                         *CURRENT SURVEY CONTROL
 EJ1864  ___________________________________________________________________
 EJ1864* NAD 83(1997)-  34 21 26.32547(N)    092 48 06.02225(W)     ADJUSTED  
 EJ1864* NAVD 88     -                                                        
 EJ1864  ___________________________________________________________________
 EJ1864  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 EJ1864  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EJ1864
 EJ1864  HORZ ORDER  -  THIRD
 EJ1864
 EJ1864.The horizontal coordinates were established by classical geodetic methods
 EJ1864.and adjusted by the National Geodetic Survey in September 1999..
 EJ1864
 EJ1864
 EJ1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1864
 EJ1864.The geoid height was determined by GEOID03.
 EJ1864
 EJ1864;                    North         East     Units Scale Factor Converg.
 EJ1864;SPC AR S     -   587,803.627   326,254.767   MT  0.99993430   -0 26 55.3
 EJ1864;SPC AR S     - 1,928,485.73  1,070,387.51   sFT  0.99993430   -0 26 55.3
 EJ1864;UTM  15      - 3,801,793.062   518,238.054   MT  0.99960410   +0 06 42.9
 EJ1864
 EJ1864                          SUPERSEDED SURVEY CONTROL
 EJ1864
 EJ1864  NAD 83(1986)-  34 21 26.33621(N)    092 48 06.01368(W) AD(       ) 4
 EJ1864  NAD 27      -  34 21 26.00654(N)    092 48 05.40724(W) AD(       ) 3
 EJ1864
 EJ1864.Superseded values are not recommended for survey control.
 EJ1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1864.See file dsdata.txt to determine how the superseded data were derived.
 EJ1864
 EJ1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1823801793(NAD 83)
 EJ1864_MARKER: 51 = TANK
 EJ1864
 EJ1864  HISTORY     - Date     Condition        Report By
 EJ1864  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1864  HISTORY     - 19980425 GOOD             USPSQD
 EJ1864
 EJ1864                          STATION DESCRIPTION
 EJ1864
 EJ1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1864'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS
 EJ1864'A 10 LEGGED STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL
 EJ1864'HEIGHT OF ABOUT 120 FEET.
 EJ1864'
 EJ1864'LOCATED IN THE EAST EDGE OF MALVERN NEAR THE INTERSECTION
 EJ1864'OF MC HENRY AND TEXAS STREETS.  OWNED AND OPERATED BY THE CITY.
 EJ1864
 EJ1864                          STATION RECOVERY (1998)
 EJ1864
 EJ1864'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1858 ***********************************************************************
 EJ1858  DESIGNATION -  MALVERN FIRST BAPTIST CHURCH
 EJ1858  PID         -  EJ1858
 EJ1858  STATE/COUNTY-  AR/HOT SPRING
 EJ1858  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1858
 EJ1858                         *CURRENT SURVEY CONTROL
 EJ1858  ___________________________________________________________________
 EJ1858* NAD 83(1997)-  34 21 38.56826(N)    092 48 38.42656(W)     ADJUSTED  
 EJ1858* NAVD 88     -                                                        
 EJ1858  ___________________________________________________________________
 EJ1858  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 EJ1858  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ1858
 EJ1858  HORZ ORDER  -  THIRD
 EJ1858
 EJ1858.The horizontal coordinates were established by classical geodetic methods
 EJ1858.and adjusted by the National Geodetic Survey in September 1999..
 EJ1858
 EJ1858
 EJ1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1858
 EJ1858.The geoid height was determined by GEOID03.
 EJ1858
 EJ1858;                    North         East     Units Scale Factor Converg.
 EJ1858;SPC AR S     -   588,187.356   325,429.759   MT  0.99993463   -0 27 13.4
 EJ1858;SPC AR S     - 1,929,744.68  1,067,680.80   sFT  0.99993463   -0 27 13.4
 EJ1858;UTM  15      - 3,802,168.576   517,409.604   MT  0.99960374   +0 06 24.7
 EJ1858
 EJ1858                          SUPERSEDED SURVEY CONTROL
 EJ1858
 EJ1858  NAD 83(1986)-  34 21 38.57897(N)    092 48 38.41787(W) AD(       ) 4
 EJ1858  NAD 27      -  34 21 38.24961(N)    092 48 37.80988(W) AD(       ) 3
 EJ1858
 EJ1858.Superseded values are not recommended for survey control.
 EJ1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1858.See file dsdata.txt to determine how the superseded data were derived.
 EJ1858
 EJ1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1741002169(NAD 83)
 EJ1858_MARKER: 90 = CHURCH SPIRE
 EJ1858
 EJ1858  HISTORY     - Date     Condition        Report By
 EJ1858  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1858  HISTORY     - 19980425 GOOD             USPSQD
 EJ1858
 EJ1858                          STATION DESCRIPTION
 EJ1858
 EJ1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1858'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE.  IT IS AN
 EJ1858'ALUMINUM COVERED SPIRE SET ON THE SOUTH END OF A RED COLORED
 EJ1858'BRICK CHURCH AT THE EAST EDGE OF THE MALVERN BUSINESS
 EJ1858'DISTRICT.  THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 150
 EJ1858'FEET.
 EJ1858
 EJ1858                          STATION RECOVERY (1998)
 EJ1858
 EJ1858'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1851 ***********************************************************************
 EJ1851  DESIGNATION -  MALVERN INTL SHOE CO WATER TK
 EJ1851  PID         -  EJ1851
 EJ1851  STATE/COUNTY-  AR/HOT SPRING
 EJ1851  USGS QUAD   -  MALVERN NORTH (1978)
 EJ1851
 EJ1851                         *CURRENT SURVEY CONTROL
 EJ1851  ___________________________________________________________________
 EJ1851* NAD 83(1997)-  34 22 41.61282(N)    092 49 13.43296(W)     ADJUSTED  
 EJ1851* NAVD 88     -                                                        
 EJ1851  ___________________________________________________________________
 EJ1851  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 EJ1851  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EJ1851
 EJ1851  HORZ ORDER  -  THIRD
 EJ1851
 EJ1851.The horizontal coordinates were established by classical geodetic methods
 EJ1851.and adjusted by the National Geodetic Survey in September 1999..
 EJ1851
 EJ1851
 EJ1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1851
 EJ1851.The geoid height was determined by GEOID03.
 EJ1851
 EJ1851;                    North         East     Units Scale Factor Converg.
 EJ1851;SPC AR S     -   590,136.926   324,550.878   MT  0.99993641   -0 27 33.0
 EJ1851;SPC AR S     - 1,936,140.90  1,064,797.34   sFT  0.99993641   -0 27 33.0
 EJ1851;UTM  15      - 3,804,108.809   516,511.990   MT  0.99960336   +0 06 05.1
 EJ1851
 EJ1851                          SUPERSEDED SURVEY CONTROL
 EJ1851
 EJ1851  NAD 83(1986)-  34 22 41.62355(N)    092 49 13.42430(W) AD(       ) 4
 EJ1851  NAD 27      -  34 22 41.29203(N)    092 49 12.81450(W) AD(       ) 3
 EJ1851
 EJ1851.Superseded values are not recommended for survey control.
 EJ1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1851.See file dsdata.txt to determine how the superseded data were derived.
 EJ1851
 EJ1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1651204109(NAD 83)
 EJ1851_MARKER: 51 = TANK
 EJ1851
 EJ1851  HISTORY     - Date     Condition        Report By
 EJ1851  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1851
 EJ1851                          STATION DESCRIPTION
 EJ1851
 EJ1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1851'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS
 EJ1851'A 4 LEGGED STEEL STRUCTURE PAINTED BLACK WITH AN OVERALL
 EJ1851'HEIGHT OF ABOUT 120 FEET.
 EJ1851'
 EJ1851'IT IS LOCATED AT THE NORTH EDGE OF MALVERN AT THE INTERNATIONAL
 EJ1851'SHOE COMPANY PLANT AND OWNED BY THE SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1854 ***********************************************************************
 EJ1854  DESIGNATION -  MALVERN RADIO STA KBOK MAST
 EJ1854  PID         -  EJ1854
 EJ1854  STATE/COUNTY-  AR/HOT SPRING
 EJ1854  USGS QUAD   -  MALVERN NORTH (1978)
 EJ1854
 EJ1854                         *CURRENT SURVEY CONTROL
 EJ1854  ___________________________________________________________________
 EJ1854* NAD 83(1997)-  34 22 56.84004(N)    092 49 50.43982(W)     ADJUSTED  
 EJ1854* NAVD 88     -                                                        
 EJ1854  ___________________________________________________________________
 EJ1854  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 EJ1854  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EJ1854
 EJ1854  HORZ ORDER  -  THIRD
 EJ1854
 EJ1854.The horizontal coordinates were established by classical geodetic methods
 EJ1854.and adjusted by the National Geodetic Survey in September 1999..
 EJ1854
 EJ1854
 EJ1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1854
 EJ1854.The geoid height was determined by GEOID03.
 EJ1854
 EJ1854;                    North         East     Units Scale Factor Converg.
 EJ1854;SPC AR S     -   590,613.711   323,609.319   MT  0.99993686   -0 27 53.7
 EJ1854;SPC AR S     - 1,937,705.15  1,061,708.24   sFT  0.99993686   -0 27 53.7
 EJ1854;UTM  15      - 3,804,576.204   515,566.127   MT  0.99960299   +0 05 44.2
 EJ1854
 EJ1854                          SUPERSEDED SURVEY CONTROL
 EJ1854
 EJ1854  NAD 83(1986)-  34 22 56.85079(N)    092 49 50.43122(W) AD(       ) 4
 EJ1854  NAD 27      -  34 22 56.51954(N)    092 49 49.81938(W) AD(       ) 3
 EJ1854
 EJ1854.Superseded values are not recommended for survey control.
 EJ1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1854.See file dsdata.txt to determine how the superseded data were derived.
 EJ1854
 EJ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1556604576(NAD 83)
 EJ1854_MARKER: 41 = ANTENNA MAST
 EJ1854
 EJ1854  HISTORY     - Date     Condition        Report By
 EJ1854  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1854
 EJ1854                          STATION DESCRIPTION
 EJ1854
 EJ1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1854'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A
 EJ1854'3 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 EJ1854'INTERNATIONAL RED AND WHITE.  IT IS GUYED WITH A BLINKING
 EJ1854'RED LIGHT AT THE TOP AND HAS AN OVERALL HEIGHT OF 213 FEET.
 EJ1854'
 EJ1854'IT IS OWNED AND OPERATED BY MR. KERMIT RICHARDSON AND IS
 EJ1854'LOCATED AT THE NORTHWEST EDGE OF MALVERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1861 ***********************************************************************
 EJ1861  DESIGNATION -  MALVERN WEST MUNICIPAL TANK
 EJ1861  PID         -  EJ1861
 EJ1861  STATE/COUNTY-  AR/HOT SPRING
 EJ1861  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1861
 EJ1861                         *CURRENT SURVEY CONTROL
 EJ1861  ___________________________________________________________________
 EJ1861* NAD 83(1997)-  34 21 54.53862(N)    092 48 39.40222(W)     ADJUSTED  
 EJ1861* NAVD 88     -                                                        
 EJ1861  ___________________________________________________________________
 EJ1861  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 EJ1861  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ1861
 EJ1861  HORZ ORDER  -  THIRD
 EJ1861
 EJ1861.The horizontal coordinates were established by classical geodetic methods
 EJ1861.and adjusted by the National Geodetic Survey in September 1999..
 EJ1861
 EJ1861
 EJ1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1861
 EJ1861.The geoid height was determined by GEOID03.
 EJ1861
 EJ1861;                    North         East     Units Scale Factor Converg.
 EJ1861;SPC AR S     -   588,679.610   325,408.727   MT  0.99993507   -0 27 14.0
 EJ1861;SPC AR S     - 1,931,359.69  1,067,611.80   sFT  0.99993507   -0 27 14.0
 EJ1861;UTM  15      - 3,802,660.438   517,383.767   MT  0.99960372   +0 06 24.2
 EJ1861
 EJ1861                          SUPERSEDED SURVEY CONTROL
 EJ1861
 EJ1861  NAD 83(1986)-  34 21 54.54932(N)    092 48 39.39354(W) AD(       ) 4
 EJ1861  NAD 27      -  34 21 54.22078(N)    092 48 38.78517(W) AD(       ) 3
 EJ1861
 EJ1861.Superseded values are not recommended for survey control.
 EJ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1861.See file dsdata.txt to determine how the superseded data were derived.
 EJ1861
 EJ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1738402660(NAD 83)
 EJ1861_MARKER: 51 = TANK
 EJ1861
 EJ1861  HISTORY     - Date     Condition        Report By
 EJ1861  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1861  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1861
 EJ1861                          STATION DESCRIPTION
 EJ1861
 EJ1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1861'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 EJ1861'4 LEGGED STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL
 EJ1861'HEIGHT OF ABOUT 100 FEET.
 EJ1861'
 EJ1861'LOCATED AT THE WEST EDGE OF THE BUSINESS DISTRICT IN MALVERN
 EJ1861'ABOUT 600 FEET WEST OF THE INTERSECTION OF E FIRST STREET
 EJ1861'AND BOIS D ARC STREET.  IT IS OWNED AND OPERATED BY THE CITY.
 EJ1861
 EJ1861                          STATION RECOVERY (1998)
 EJ1861
 EJ1861'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1930 ***********************************************************************
 FF1930  DESIGNATION -  MANGRUM
 FF1930  PID         -  FF1930
 FF1930  STATE/COUNTY-  AR/CRAIGHEAD
 FF1930  USGS QUAD   -  CARAWAY (1983)
 FF1930
 FF1930                         *CURRENT SURVEY CONTROL
 FF1930  ___________________________________________________________________
 FF1930* NAD 83(1997)-  35 47 22.92869(N)    090 21 32.14948(W)     ADJUSTED  
 FF1930* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 FF1930  ___________________________________________________________________
 FF1930  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FF1930  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FF1930
 FF1930  HORZ ORDER  -  SECOND
 FF1930
 FF1930.The horizontal coordinates were established by classical geodetic methods
 FF1930.and adjusted by the National Geodetic Survey in September 1999..
 FF1930
 FF1930.The orthometric height was scaled from a topographic map.
 FF1930
 FF1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1930
 FF1930.The geoid height was determined by GEOID03.
 FF1930
 FF1930;                    North         East     Units Scale Factor Converg.
 FF1930;SPC AR N     -   162,808.940   548,341.308   MT  0.99994234   +0 57 17.8
 FF1930;SPC AR N     -   534,149.00  1,799,016.44   sFT  0.99994234   +0 57 17.8
 FF1930;UTM  15      - 3,963,842.323   738,690.625   MT  1.00030210   +1 32 42.9
 FF1930
 FF1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1930!SPC AR N     -   0.99999355  x   0.99994234  =   0.99993589
 FF1930!UTM  15      -   0.99999355  x   1.00030210  =   1.00029565
 FF1930
 FF1930:                Primary Azimuth Mark                     Grid Az
 FF1930:SPC AR N     -  MONETTE MUNICIPAL TANK                   006 18 45.2
 FF1930:UTM  15      -  MONETTE MUNICIPAL TANK                   005 43 20.1
 FF1930
 FF1930|---------------------------------------------------------------------|
 FF1930| PID    Reference Object                     Distance      Geod. Az  |
 FF1930|                                                           dddmmss.s |
 FF1930| FF1927 MONETTE MUNICIPAL TANK              APPROX.11.5 KM 0071603.0 |
 FF1930| FF2238 MANGRUM RM 1                         28.840 METERS 21255     |
 FF1930| FF0807 BOWMAN                              APPROX.13.0 KM 2863516.1 |
 FF1930| FF2239 MANGRUM RM 2                         25.677 METERS 32051     |
 FF1930| FF2240 MANGRUM AZ MK                                      3595612.7 |
 FF1930|---------------------------------------------------------------------|
 FF1930
 FF1930                          SUPERSEDED SURVEY CONTROL
 FF1930
 FF1930  NAD 83(1997)-  35 47 22.93437(N)    090 21 32.15047(W) AD(       ) 2
 FF1930  NAD 83(1986)-  35 47 22.94054(N)    090 21 32.14940(W) AD(       ) 2
 FF1930  NAD 27      -  35 47 22.66920(N)    090 21 31.78580(W) AD(       ) 2
 FF1930
 FF1930.Superseded values are not recommended for survey control.
 FF1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1930.See file dsdata.txt to determine how the superseded data were derived.
 FF1930
 FF1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3869163842(NAD 83)
 FF1930_MARKER: DS = TRIANGULATION STATION DISK
 FF1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1930
 FF1930  HISTORY     - Date     Condition        Report By
 FF1930  HISTORY     - 1955     MONUMENTED       CGS
 FF1930  HISTORY     - 1978     GOOD             USGS
 FF1930
 FF1930                          STATION DESCRIPTION
 FF1930
 FF1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1930'THE STATION IS ABOUT 9 MILES SOUTH OF MONETTE, 5 MILES
 FF1930'EAST-SOUTHEAST OF LAKE CITY, 3.5 MILES SOUTH OF BLACK OAK,
 FF1930'3 MILES NORTHWEST OF CARAWAY, 60 FEET WEST OF THE CENTER OF
 FF1930'STATE HIGHWAY 143, 33 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 FF1930'22 FEET NORTH OF THE NORTH SIDE OF A HOUSE, 6 FEET NORTHEAST
 FF1930'OF A 4 IN X 4 IN WITNESS POST AND IN THE VILLAGE OF MANGRUM.
 FF1930'
 FF1930'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 FF1930'MANGRUM 1954.
 FF1930'
 FF1930'TO REACH THE STATION FROM THE RAILROAD STATION IN BLACK OAK
 FF1930'GO SOUTH ON STATE HIGHWAY 143 FOR 1.45 MILES, TURN LEFT AND
 FF1930'GO EAST ON THE HIGHWAY FOR 0.35 MILE, TURN RIGHT AND GO SOUTH ON
 FF1930'THE HIGHWAY FOR 1.55 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 FF1930'DESCRIBED, CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO THE
 FF1930'STATION MARK ON THE RIGHT AS DESCRIBED.
 FF1930'
 FF1930'R.M. 1 IS 23 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND
 FF1930'1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 FF1930'DISK IS STAMPED MANGRUM NO 1 1954.
 FF1930'
 FF1930'R.M. 2 IS 18 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND
 FF1930'1 FOOT EAST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 FF1930'AND THE DISK IS STAMPED MANGRUM NO 2 1954.
 FF1930'
 FF1930'THE AZIMUTH MARK IS 37 FEET EAST OF THE CENTER OF THE HIGHWAY,
 FF1930'11 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTH OF
 FF1930'A 4 IN X 4 IN WITNESS POST, 2 FEET SOUTHWEST OF A FENCE
 FF1930'CORNER AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS
 FF1930'5 INCHES AND THE DISK IS STAMPED MANGRUM 1954.
 FF1930'
 FF1930'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS.
 FF1930
 FF1930                          STATION RECOVERY (1978)
 FF1930
 FF1930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RRB)
 FF1930'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 FOUND
 FF1930'AS DESCRIBED.
 FF1930'
 FF1930'AZIMUTH MARK FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0050 ***********************************************************************
 FF0050  DESIGNATION -  MANILA
 FF0050  PID         -  FF0050
 FF0050  STATE/COUNTY-  AR/MISSISSIPPI
 FF0050  USGS QUAD   -  MANILA NORTH (1983)
 FF0050
 FF0050                         *CURRENT SURVEY CONTROL
 FF0050  ___________________________________________________________________
 FF0050* NAD 83(1997)-  35 53 15.90569(N)    090 09 32.99106(W)     ADJUSTED  
 FF0050* NAVD 88     -        73.426  (meters)     240.90   (feet)  ADJUSTED  
 FF0050  ___________________________________________________________________
 FF0050  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FF0050  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0050  DYNAMIC HT  -          73.364 (meters)     240.70  (feet)  COMP
 FF0050  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 FF0050
 FF0050  HORZ ORDER  -  SECOND
 FF0050  VERT ORDER  -  FIRST     CLASS II
 FF0050
 FF0050.The horizontal coordinates were established by classical geodetic methods
 FF0050.and adjusted by the National Geodetic Survey in September 1999..
 FF0050
 FF0050.The orthometric height was determined by differential leveling
 FF0050.and adjusted by the National Geodetic Survey in June 1991..
 FF0050
 FF0050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0050
 FF0050.The geoid height was determined by GEOID03.
 FF0050
 FF0050.The dynamic height is computed by dividing the NAVD 88
 FF0050.geopotential number by the normal gravity value computed on the
 FF0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0050.degrees latitude (g = 980.6199 gals.).
 FF0050
 FF0050.The modeled gravity was interpolated from observed gravity values.
 FF0050
 FF0050;                    North         East     Units Scale Factor Converg.
 FF0050;SPC AR N     -   174,004.871   566,193.430   MT  0.99994992   +1 04 16.3
 FF0050;SPC AR N     -   570,880.98  1,857,586.28   sFT  0.99994992   +1 04 16.3
 FF0050;SPC MO E     -     6,091.305   280,772.510   MT  0.99994500   +0 11 59.3
 FF0050;UTM  15      - 3,975,226.964   756,433.258   MT  1.00041036   +1 39 58.3
 FF0050
 FF0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0050!SPC AR N     -   0.99999287  x   0.99994992  =   0.99994280
 FF0050!SPC MO E     -   0.99999287  x   0.99994500  =   0.99993788
 FF0050!UTM  15      -   0.99999287  x   1.00041036  =   1.00040323
 FF0050
 FF0050|---------------------------------------------------------------------|
 FF0050| PID    Reference Object                     Distance      Geod. Az  |
 FF0050|                                                           dddmmss.s |
 FF0050| FF0051 MANILA RM 1                          24.929 METERS 10351     |
 FF0050| FF1898 MANILA MUNICIPAL TANK               APPROX. 1.2 KM 2180651.9 |
 FF0050| FF0052 MANILA RM 2                          26.390 METERS 34252     |
 FF0050| FF0053 MANILA AZ MK                                       3580449.7 |
 FF0050|---------------------------------------------------------------------|
 FF0050
 FF0050                          SUPERSEDED SURVEY CONTROL
 FF0050
 FF0050  NAD 83(1997)-  35 53 15.91058(N)    090 09 32.99360(W) AD(       ) 2
 FF0050  NAD 83(1986)-  35 53 15.91757(N)    090 09 32.99124(W) AD(       ) 2
 FF0050  NAD 27      -  35 53 15.65370(N)    090 09 32.65100(W) AD(       ) 2
 FF0050  NGVD 29 (??/??/??)   73.416  (m)          240.87   (f) ADJUSTED    1 2
 FF0050
 FF0050.Superseded values are not recommended for survey control.
 FF0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0050.See file dsdata.txt to determine how the superseded data were derived.
 FF0050
 FF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5643375227(NAD 83)
 FF0050_MARKER: DS = TRIANGULATION STATION DISK
 FF0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0050_STAMPING: MANILA 1955
 FF0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0050+STABILITY: SURFACE MOTION
 FF0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0050+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 FF0050
 FF0050  HISTORY     - Date     Condition        Report By
 FF0050  HISTORY     - 1955     MONUMENTED       CGS
 FF0050  HISTORY     - 1956     GOOD             CGS
 FF0050  HISTORY     - 1978     GOOD             USGS
 FF0050  HISTORY     - 1978     GOOD             USGS
 FF0050  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FF0050  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FF0050  HISTORY     - 20020720 GOOD             USACE
 FF0050
 FF0050                          STATION DESCRIPTION
 FF0050
 FF0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF0050'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF MANILA,
 FF0050'IN THE SOUTHWEST CORNER OF SECTION 29 AND ON THE GROUNDS OF THE
 FF0050'COMMUNITY BALLPARK AND SWIMMING POOL.  IT IS 58 FEET EAST
 FF0050'OF THE CENTER OF A PAVED ROAD, 32 FEET SOUTHEAST OF A DRINKING
 FF0050'FOUNTAIN AND 30 FEET NORTHEAST OF A POWERLINE POLE.
 FF0050'
 FF0050'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MANILA, GO NORTH
 FF0050'ON STATE HIGHWAY 18 FOR 0.4 MILE TO A POINT WHERE HIGHWAY
 FF0050'18 LEADS WEST, CONTINUE NORTH ABOUT 50 YARDS TO A T-JUNCTION,
 FF0050'TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 1.4 MILE TO A
 FF0050'CROSSROADS, TURN LEFT AND GO ABOUT 200 FEET TO THE STATION ON THE
 FF0050'RIGHT, CONTINUE STRAIGHT AHEAD (NORTH) FOR 0.4 MILE TO THE
 FF0050'AZIMUTH MARK ON THE LEFT.
 FF0050'
 FF0050'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FF0050'MANILA 1955.
 FF0050'
 FF0050'REFERENCE MARK 1 IS 1 FOOT WEST OF A POWERLINE POLE.
 FF0050'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MANILA
 FF0050'NO 1 1955.
 FF0050'
 FF0050'REFERENCE MARK 2 IS 59 FEET NORTH OF THE DRINKING FOUNTAIN
 FF0050'AND 32 FEET EAST OF THE PAVED ROAD.  THE MARK IS FLUSH WITH THE
 FF0050'GROUND AND THE DISK IS STAMPED MANILA NO 2 1955.
 FF0050'
 FF0050'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF A GRAVELED
 FF0050'ROAD, 7 FEET SOUTH OF A GATEPOST AND 2 FEET SOUTH OF A 4 X 4 INCH
 FF0050'WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 FF0050'IS STAMPED MANILA 1955.
 FF0050'
 FF0050'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF0050
 FF0050                          STATION RECOVERY (1956)
 FF0050
 FF0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0050'AT MANILA.
 FF0050'AT MANILA, ABOUT 0.6 MILE NORTH ALONG MAIN STREET (STATE HIGHWAY
 FF0050'18) FROM THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 FF0050'THENCE ABOUT 0.4 MILE EAST ALONG A STREET, ABOUT 0.55 MILE NORTH
 FF0050'ALONG A STREET FROM THE HIGH SCHOOL AT MANILA, ABOUT 0.55 MILE
 FF0050'NORTH ALONG A STREET FROM THE HIGH SCHOOL AT MANILA, NEAR THE
 FF0050'SOUTHWEST CORNER OF GROUNDS OF MANILA MUNICIPAL SWIMMING POOL
 FF0050'AND PLAYGROUND, 56 YARDS NORTH-NORTHEAST OF CENTER OF
 FF0050'INTERSECTION OF NORTH-SOUTH AND EAST-WEST ROADS, 56 FEET EAST OF
 FF0050'CENTER LINE OF BLACK TOP ROAD NORTH, 32 FEET SOUTHEAST OF CENTER
 FF0050'OF A DRINKING FOUNTAIN, 29 FEET NORTHEAST OF A LIGHT POLE AT
 FF0050'NORTHWEST CORNER OF FENCE AROUND TENNIS COURT, 81.8 FEET
 FF0050'WEST-NORTHWEST OF RM NO. 1, 86.6 FEET SOUTH-SOUTHEAST OF RM NO.
 FF0050'2, ABOUT LEVEL WITH STREET AND SET IN THE TOP OF A CONCRETE
 FF0050'POST ABOUT FLUSH WITH GROUND.  NOTE-- THIS MARK IS ABOUT 0.2
 FF0050'MILE WEST OF ENTRANCE TO MANILA MUNICIPAL AIRPORT.
 FF0050'NOTE--9 FEET EAST AND 1 FOOT SOUTH OF A WELL HOUSE AND 1 FOOT UNDER
 FF0050'GROUND.
 FF0050
 FF0050                          STATION RECOVERY (1978)
 FF0050
 FF0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0050'RECOVERED IN GOOD CONDITION.
 FF0050
 FF0050                          STATION RECOVERY (1978)
 FF0050
 FF0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0050'56 FEET EAST OF CENTER LINE OF BLACK TOP ROAD NORTH, 32 FEET
 FF0050'SOUTHEAST OF A DRINKING FOUNTAIN, 29 FEET NORTHEAST OF A LIGHT POLE
 FF0050'AT NORTHWEST CORNER OF A FENCE AROUND A TENNIS COURT. 9 FEET EAST AND
 FF0050'1 FOOT SOUTH OF A WELL HOUSE AND 1 FOOT UNDER GROUND.
 FF0050
 FF0050                          STATION RECOVERY (1987)
 FF0050
 FF0050'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FF0050'MARK NOT FOUND.
 FF0050
 FF0050                          STATION RECOVERY (1987)
 FF0050
 FF0050'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0050'MARK NOT FOUND.
 FF0050
 FF0050                          STATION RECOVERY (2002)
 FF0050
 FF0050'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0053 ***********************************************************************
 FF0053  DESIGNATION -  MANILA AZ MK
 FF0053  PID         -  FF0053
 FF0053  STATE/COUNTY-  AR/MISSISSIPPI
 FF0053  USGS QUAD   -  MANILA NORTH (1983)
 FF0053
 FF0053                         *CURRENT SURVEY CONTROL
 FF0053  ___________________________________________________________________
 FF0053* NAD 83(1986)-  35 53 35.     (N)    090 09 32.     (W)     SCALED    
 FF0053* NAVD 88     -        73.501  (meters)     241.14   (feet)  ADJUSTED  
 FF0053  ___________________________________________________________________
 FF0053  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FF0053  DYNAMIC HT  -          73.439 (meters)     240.94  (feet)  COMP
 FF0053  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 FF0053
 FF0053  VERT ORDER  -  FIRST     CLASS II
 FF0053
 FF0053.The horizontal coordinates were scaled from a topographic map and have
 FF0053.an estimated accuracy of +/- 6 seconds.
 FF0053
 FF0053.The orthometric height was determined by differential leveling
 FF0053.and adjusted by the National Geodetic Survey in June 1991..
 FF0053
 FF0053.The geoid height was determined by GEOID03.
 FF0053
 FF0053.The dynamic height is computed by dividing the NAVD 88
 FF0053.geopotential number by the normal gravity value computed on the
 FF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0053.degrees latitude (g = 980.6199 gals.).
 FF0053
 FF0053.The modeled gravity was interpolated from observed gravity values.
 FF0053
 FF0053;                    North         East    Units  Estimated Accuracy
 FF0053;SPC AR N     -   174,590.      566,210.      MT  (+/- 180 meters Scaled)
 FF0053
 FF0053                          SUPERSEDED SURVEY CONTROL
 FF0053
 FF0053  NGVD 29 (??/??/??)   73.491  (m)          241.11   (f) ADJUSTED    1 2
 FF0053
 FF0053.Superseded values are not recommended for survey control.
 FF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0053.See file dsdata.txt to determine how the superseded data were derived.
 FF0053
 FF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV564758(NAD 83)
 FF0053_MARKER: DZ = AZIMUTH MARK DISK
 FF0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0053_SP_SET: CONCRETE POST
 FF0053_STAMPING: MANILA 1955
 FF0053_MARK LOGO: CGS   
 FF0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0053+STABILITY: SURFACE MOTION
 FF0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0053+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1990
 FF0053
 FF0053  HISTORY     - Date     Condition        Report By
 FF0053  HISTORY     - 1955     MONUMENTED       CGS
 FF0053  HISTORY     - 1956     GOOD             CGS
 FF0053  HISTORY     - 1978     POOR             USGS
 FF0053  HISTORY     - 1978     POOR             USGS
 FF0053  HISTORY     - 1987     POOR             USPSQD
 FF0053  HISTORY     - 19901127 POOR             NGS
 FF0053  HISTORY     - 20020720 POOR             USACE
 FF0053
 FF0053                          STATION DESCRIPTION
 FF0053
 FF0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0053'1.4 MI NE FROM MANILA.
 FF0053'ABOUT 0.6 MILE NORTH ALONG MAIN STREET (STATE HIGHWAY 18) FROM
 FF0053'THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT MANILA,
 FF0053'THENCE ABOUT 0.4 MILE EAST ALONG A STREET, THENCE ABOUT 0.35
 FF0053'MILE NORTH ALONG A ROAD, ABOUT 0.35 MILE NORTH OF THE SOUTHWEST
 FF0053'CORNER OF MANILA MUNICIPAL SWIMMING POOL AND PLAYGROUND, ABOUT
 FF0053'0.25 MILE NORTH OF WEST END OF THE EAST-WEST RUNWAY OF MANILA
 FF0053'MUNICIPAL AIRPORT, 29 FEET WEST OF CENTER LINE OF ROAD, 7 FEET
 FF0053'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 2 FEET
 FF0053'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 FF0053'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 FF0053'INCHES.
 FF0053
 FF0053                          STATION RECOVERY (1978)
 FF0053
 FF0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0053'MARK RECOVERED IN POOR CONDITION.
 FF0053
 FF0053                          STATION RECOVERY (1978)
 FF0053
 FF0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0053'MARK RECOVERED IN POOR CONDITION.
 FF0053
 FF0053                          STATION RECOVERY (1987)
 FF0053
 FF0053'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FF0053'MARK RECOVERED IN POOR CONDITION.
 FF0053
 FF0053                          STATION RECOVERY (1990)
 FF0053
 FF0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF0053'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) EAST OF MONETTE, 12.9
 FF0053'KM (8.00 MI) SOUTHEAST OF LEACHVILLE AND 0.8 KM (0.50 MI) NORTHEAST
 FF0053'OF THE CENTER OF MANILA. OWNERSHIP-CITY OF MANILA, 116 OLYMPIA
 FF0053'STREET, MANILA AR 72442. PHONE IS 501-561-4437. TO REACH THE STATION
 FF0053'FROM THE CITY HALL (WEST OLYMPIA AND NORTH BALTIMORE) IN THE CENTER
 FF0053'OF MANILA. GO NORTH ON NORTH BALTIMORE STREET FOR 0.78 KM (0.50 MI)
 FF0053'TO A T JUNCTION. TURN RIGHT AND GO EAST ON EAST LAKE STREET FOR 0.62
 FF0053'KM (0.40 MI) TO A PAVED CROSSROAD. TURN LEFT AND GO NORTH ON A PAVED
 FF0053'ROAD AND GRAVELED ROAD FOR 0.61 KM (0.35 MI) TO THE STATION ON THE
 FF0053'LEFT. THE STATION IS LOCATED 5.5 M (18.0 FT) WEST FROM THE CENTER OF
 FF0053'THE GRAVELED ROAD, 2.2 M (7.2 FT) SOUTH FROM A GATE POST AND 0.6 M
 FF0053'(2.0 FT) SOUTH FROM A METAL WITNESS POST. THE STATION PROJECTS 15-CM
 FF0053'ABOVE THE GROUND. NOTE. THE STATION HAS BEEN HIT AND IS LEANING TO
 FF0053'THE SOUTHWEST. DESCRIBED BY E.J.HANSMANN.
 FF0053
 FF0053                          STATION RECOVERY (2002)
 FF0053
 FF0053'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0053'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1898 ***********************************************************************
 FF1898  DESIGNATION -  MANILA MUNICIPAL TANK
 FF1898  PID         -  FF1898
 FF1898  STATE/COUNTY-  AR/MISSISSIPPI
 FF1898  USGS QUAD   -  MANILA NORTH (1983)
 FF1898
 FF1898                         *CURRENT SURVEY CONTROL
 FF1898  ___________________________________________________________________
 FF1898* NAD 83(1997)-  35 52 45.10701(N)    090 10 02.67872(W)     ADJUSTED  
 FF1898* NAVD 88     -                                                        
 FF1898  ___________________________________________________________________
 FF1898  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FF1898  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FF1898
 FF1898  HORZ ORDER  -  THIRD
 FF1898
 FF1898.The horizontal coordinates were established by classical geodetic methods
 FF1898.and adjusted by the National Geodetic Survey in September 1999..
 FF1898
 FF1898
 FF1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1898
 FF1898.The geoid height was determined by GEOID03.
 FF1898
 FF1898;                    North         East     Units Scale Factor Converg.
 FF1898;SPC AR N     -   173,041.938   565,466.669   MT  0.99994914   +1 03 59.0
 FF1898;SPC AR N     -   567,721.76  1,855,201.90   sFT  0.99994914   +1 03 59.0
 FF1898;SPC MO E     -     5,139.542   280,031.192   MT  0.99994444   +0 11 41.7
 FF1898;UTM  15      - 3,974,256.094   755,716.204   MT  1.00040584   +1 39 39.7
 FF1898
 FF1898                          SUPERSEDED SURVEY CONTROL
 FF1898
 FF1898  NAD 83(1997)-  35 52 45.11227(N)    090 10 02.68095(W) AD(       ) 4
 FF1898  NAD 83(1986)-  35 52 45.11886(N)    090 10 02.67886(W) AD(       ) 4
 FF1898  NAD 27      -  35 52 44.85400(N)    090 10 02.33700(W) AD(       ) 3
 FF1898
 FF1898.Superseded values are not recommended for survey control.
 FF1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1898.See file dsdata.txt to determine how the superseded data were derived.
 FF1898
 FF1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5571674256(NAD 83)
 FF1898_MARKER: 53 = ELEVATED TANK
 FF1898
 FF1898  HISTORY     - Date     Condition        Report By
 FF1898  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1898  HISTORY     - 1987     GOOD             USPSQD
 FF1898
 FF1898                          STATION DESCRIPTION
 FF1898
 FF1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1898'THE STATION IS LOCATED IN THE TOWN OF MANILA.  IT IS AN
 FF1898'ELEVATED TANK ABOUT 120 FEET HIGH AND THE POINT OBSERVED
 FF1898'ON WAS THE APEX OF THE ROOF.
 FF1898
 FF1898                          STATION RECOVERY (1987)
 FF1898
 FF1898'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FF1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0051 ***********************************************************************
 FF0051  DESIGNATION -  MANILA RM 1
 FF0051  PID         -  FF0051
 FF0051  STATE/COUNTY-  AR/MISSISSIPPI
 FF0051  USGS QUAD   -  MANILA NORTH (1983)
 FF0051
 FF0051                         *CURRENT SURVEY CONTROL
 FF0051  ___________________________________________________________________
 FF0051* NAD 83(1986)-  35 53 15.     (N)    090 09 32.     (W)     SCALED    
 FF0051* NAVD 88     -        73.472  (meters)     241.05   (feet)  ADJUSTED  
 FF0051  ___________________________________________________________________
 FF0051  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0051  DYNAMIC HT  -          73.410 (meters)     240.85  (feet)  COMP
 FF0051  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 FF0051
 FF0051  VERT ORDER  -  FIRST     CLASS II
 FF0051
 FF0051.The horizontal coordinates were scaled from a topographic map and have
 FF0051.an estimated accuracy of +/- 6 seconds.
 FF0051
 FF0051.The orthometric height was determined by differential leveling
 FF0051.and adjusted by the National Geodetic Survey in June 1991..
 FF0051
 FF0051.The geoid height was determined by GEOID03.
 FF0051
 FF0051.The dynamic height is computed by dividing the NAVD 88
 FF0051.geopotential number by the normal gravity value computed on the
 FF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0051.degrees latitude (g = 980.6199 gals.).
 FF0051
 FF0051.The modeled gravity was interpolated from observed gravity values.
 FF0051
 FF0051;                    North         East    Units  Estimated Accuracy
 FF0051;SPC AR N     -   173,980.      566,220.      MT  (+/- 180 meters Scaled)
 FF0051
 FF0051                          SUPERSEDED SURVEY CONTROL
 FF0051
 FF0051  NGVD 29 (??/??/??)   73.463  (m)          241.02   (f) ADJUSTED    1 2
 FF0051
 FF0051.Superseded values are not recommended for survey control.
 FF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0051.See file dsdata.txt to determine how the superseded data were derived.
 FF0051
 FF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV564752(NAD 83)
 FF0051_MARKER: DR = REFERENCE MARK DISK
 FF0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0051_SP_SET: CONCRETE POST
 FF0051_STAMPING: MANILA NO 1 1955
 FF0051_MARK LOGO: CGS   
 FF0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0051+STABILITY: SURFACE MOTION
 FF0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0051+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1990
 FF0051
 FF0051  HISTORY     - Date     Condition        Report By
 FF0051  HISTORY     - 1955     MONUMENTED       CGS
 FF0051  HISTORY     - 1956     GOOD             CGS
 FF0051  HISTORY     - 1987     GOOD             USPSQD
 FF0051  HISTORY     - 19901127 GOOD             NGS
 FF0051
 FF0051                          STATION DESCRIPTION
 FF0051
 FF0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0051'AT MANILA.
 FF0051'AT MANILA, ABOUT 0.6 MILE NORTH ALONG MAIN STREET (STATE HIGHWAY
 FF0051'18) FROM THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 FF0051'THENCE ABOUT 0.4 MILE EAST ALONG A STREET, ABOUT 0.2 MILE WEST
 FF0051'OF ENTRANCE TO MANILA MUNICIPAL AIRPORT, NEAR THE SOUTHWEST
 FF0051'CORNER OF GROUNDS OF MANILA MUNICIPAL SWIMMING POOL AND
 FF0051'PLAYGROUND, 136 1/2 FEET EAST OF CENTER LINE OF ROAD NORTH, 110
 FF0051'FEET EAST-SOUTHEAST OF A DRINKING FOUNTAIN, 81.8 FEET
 FF0051'EAST-SOUTHEAST OF STATION MARK, 146.6 FEET SOUTHEAST OF RM 2, 19
 FF0051'FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF CONCRETE PAD OF THE
 FF0051'EAST ONE OF TWO TENNIS COURTS, 1 FOOT WEST OF A LIGHT POLE WHICH
 FF0051'IS AT THE NORTHEAST CORNER OF FENCE AROUND TENNIS COURTS, AND
 FF0051'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FF0051
 FF0051                          STATION RECOVERY (1987)
 FF0051
 FF0051'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FF0051'RECOVERED IN GOOD CONDITION.
 FF0051
 FF0051                          STATION RECOVERY (1990)
 FF0051
 FF0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF0051'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) EAST OF MONETTE, 12.9
 FF0051'KM (8.00 MI) SOUTHEAST OF LEACHVILLE AND 0.8 KM (0.50 MI) NORTHEAST
 FF0051'OF THE CENTER OF MANILA. OWNERSHIP-CITY OF MANILA, 116 OLYMPIA
 FF0051'STREET, MANILA AR 72442. PHONE IS 501-561-4437. TO REACH THE STATION
 FF0051'FROM THE CITY HALL (WEST OLYMPIA AND NORTH BALTIMORE) IN THE CENTER
 FF0051'OF MANILA. GO NORTH ON NORTH BALTIMORE STREET FOR 0.78 KM (0.50 MI)
 FF0051'TO A T JUNCTION. TURN RIGHT AND GO EAST ON EAST LAKE STREET FOR 0.62
 FF0051'KM (0.40 MI) TO A PAVED CROSSROAD. TURN LEFT AND GO NORTH ON A PAVED
 FF0051'ROAD FOR 0.06 KM (0.05 MI) TO THE NORTH END OF A TENNIS COURT AND A
 FF0051'SMALL CONCRETE BLOCK PUMP HOUSE AND THE STATION ON THE RIGHT AT THE
 FF0051'NORTHEAST CORNER OF THE TENNIS COURT. THE STATION IS LOCATED 42.6 M
 FF0051'(139.8 FT) EAST FROM THE CENTER OF THE PAVED ROAD, 24.9 M (81.7 FT)
 FF0051'EAST FROM MANILA 1955, 1.7 M (5.6 FT) NORTHEAST FROM THE NORTHEAST
 FF0051'CORNER OF THE TENNIS COURT AND 0.3 M (1.0 FT) WEST FROM A UTILITY
 FF0051'POLE. THE STATION IS FLUSH WITH THE GROUND. DESCRIBED BY
 FF0051'E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0052 ***********************************************************************
 FF0052  DESIGNATION -  MANILA RM 2
 FF0052  PID         -  FF0052
 FF0052  STATE/COUNTY-  AR/MISSISSIPPI
 FF0052  USGS QUAD   -  MANILA NORTH (1983)
 FF0052
 FF0052                         *CURRENT SURVEY CONTROL
 FF0052  ___________________________________________________________________
 FF0052* NAD 83(1986)-  35 53 15.     (N)    090 09 32.     (W)     SCALED    
 FF0052* NAVD 88     -        73.394  (meters)     240.79   (feet)  ADJUSTED  
 FF0052  ___________________________________________________________________
 FF0052  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0052  DYNAMIC HT  -          73.331 (meters)     240.59  (feet)  COMP
 FF0052  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 FF0052
 FF0052  VERT ORDER  -  FIRST     CLASS II
 FF0052
 FF0052.The horizontal coordinates were scaled from a topographic map and have
 FF0052.an estimated accuracy of +/- 6 seconds.
 FF0052
 FF0052.The orthometric height was determined by differential leveling
 FF0052.and adjusted by the National Geodetic Survey in June 1991..
 FF0052
 FF0052.The geoid height was determined by GEOID03.
 FF0052
 FF0052.The dynamic height is computed by dividing the NAVD 88
 FF0052.geopotential number by the normal gravity value computed on the
 FF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0052.degrees latitude (g = 980.6199 gals.).
 FF0052
 FF0052.The modeled gravity was interpolated from observed gravity values.
 FF0052
 FF0052;                    North         East    Units  Estimated Accuracy
 FF0052;SPC AR N     -   173,980.      566,220.      MT  (+/- 180 meters Scaled)
 FF0052
 FF0052                          SUPERSEDED SURVEY CONTROL
 FF0052
 FF0052  NGVD 29 (??/??/??)   73.384  (m)          240.76   (f) ADJUSTED    1 2
 FF0052
 FF0052.Superseded values are not recommended for survey control.
 FF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0052.See file dsdata.txt to determine how the superseded data were derived.
 FF0052
 FF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV564752(NAD 83)
 FF0052_MARKER: DR = REFERENCE MARK DISK
 FF0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0052_SP_SET: CONCRETE POST
 FF0052_STAMPING: MANILA NO 2 1955
 FF0052_MARK LOGO: CGS   
 FF0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0052+STABILITY: SURFACE MOTION
 FF0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0052+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1990
 FF0052
 FF0052  HISTORY     - Date     Condition        Report By
 FF0052  HISTORY     - 1955     MONUMENTED       CGS
 FF0052  HISTORY     - 1956     GOOD             CGS
 FF0052  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FF0052  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FF0052  HISTORY     - 19901127 SEE DESCRIPTION  NGS
 FF0052
 FF0052                          STATION DESCRIPTION
 FF0052
 FF0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0052'AT MANILA.
 FF0052'AT MANILA, ABOUT 0.6 MILE NORTH ALONG MAIN STREET (STATE HIGHWAY
 FF0052'18) FROM THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 FF0052'THENCE ABOUT 0.4 MILE EAST ALONG A STREET, ABOUT 0.2 MILE WEST
 FF0052'OF ENTRANCE TO MANILA MUNICIPAL AIRPORT, NEAR THE SOUTHWEST
 FF0052'CORNER OF GROUNDS OF MANILA MUNICIPAL SWIMMING POOL AND
 FF0052'PLAYGROUND, ABOUT 83 YARDS NORTH OF STREET INTERSECTION, 30 FEET
 FF0052'EAST OF CENTER LINE OF BLACK TOP ROAD NORTH, 59 FEET NORTH OF A
 FF0052'DRINKING FOUNTAIN, 86.6 FEET NORTH-NORTHWEST OF STATION MARK,
 FF0052'146.6 FEET NORTHWEST OF RM NO. 1, ABOUT LEVEL WITH ROAD AND SET
 FF0052'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FF0052
 FF0052                          STATION RECOVERY (1987)
 FF0052
 FF0052'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FF0052'MARK NOT FOUND.
 FF0052
 FF0052                          STATION RECOVERY (1987)
 FF0052
 FF0052'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0052'MARK NOT FOUND.
 FF0052
 FF0052                          STATION RECOVERY (1990)
 FF0052
 FF0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF0052'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2145 ***********************************************************************
 FF2145  CBN         -  This is a Cooperative Base Network Control Station.
 FF2145  PACS        -  This is a Primary Airport Control Station.
 FF2145  DESIGNATION -  MANIPORT
 FF2145  PID         -  FF2145
 FF2145  STATE/COUNTY-  AR/MISSISSIPPI
 FF2145  USGS QUAD   -  MANILA NORTH (1983)
 FF2145
 FF2145                         *CURRENT SURVEY CONTROL
 FF2145  ___________________________________________________________________
 FF2145* NAD 83(1997)-  35 53 29.97816(N)    090 09 17.53981(W)     ADJUSTED  
 FF2145* NAVD 88     -        73.23   (meters)     240.3    (feet)  GPS OBS   
 FF2145  ___________________________________________________________________
 FF2145  X           -     -13,983.002 (meters)                     COMP
 FF2145  Y           -  -5,173,073.121 (meters)                     COMP
 FF2145  Z           -   3,718,486.196 (meters)                     COMP
 FF2145  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FF2145  ELLIP HEIGHT-          45.18  (meters)          (07/20/01) GPS OBS
 FF2145  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF2145
 FF2145  HORZ ORDER  -  B
 FF2145  ELLP ORDER  -  FOURTH    CLASS I
 FF2145
 FF2145.This mark is at Manila Airport (MXA)
 FF2145
 FF2145.The horizontal coordinates were established by GPS observations
 FF2145.and adjusted by the National Geodetic Survey in September 1994..
 FF2145.No horizontal observational check was made to the station.
 FF2145
 FF2145.The orthometric height was determined by GPS observations and a
 FF2145.high-resolution geoid model.
 FF2145
 FF2145.GPS derived orthometric heights for airport stations designated as
 FF2145.PACS or SACS are published to 2 decimal places.  This maintains
 FF2145.centimeter relative accuracy between the PACS and SACS.  It does
 FF2145.not indicate centimeter accuracy relative to other marks which are
 FF2145.part of the NAVD 88 network.
 FF2145
 FF2145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2145
 FF2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2145
 FF2145.The ellipsoidal height was determined by GPS observations
 FF2145.and is referenced to NAD 83.
 FF2145
 FF2145.The geoid height was determined by GEOID03.
 FF2145
 FF2145;                    North         East     Units Scale Factor Converg.
 FF2145;SPC AR N     -   174,445.759   566,572.747   MT  0.99995028   +1 04 25.2
 FF2145;SPC AR N     -   572,327.46  1,858,830.75   sFT  0.99995028   +1 04 25.2
 FF2145;UTM  15      - 3,975,671.973   756,808.148   MT  1.00041273   +1 40 08.0
 FF2145
 FF2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2145!SPC AR N     -   0.99999291  x   0.99995028  =   0.99994319
 FF2145!UTM  15      -   0.99999291  x   1.00041273  =   1.00040564
 FF2145
 FF2145:                Primary Azimuth Mark                     Grid Az
 FF2145:SPC AR N     -  MANIPORT AZ MK                           359 25 56.2
 FF2145:UTM  15      -  MANIPORT AZ MK                           358 50 13.4
 FF2145
 FF2145|---------------------------------------------------------------------|
 FF2145| PID    Reference Object                     Distance      Geod. Az  |
 FF2145|                                                           dddmmss.s |
 FF2145| FF2146 MANIPORT AZ MK                      APPROX. 0.7 KM 0003021.4 |
 FF2145|---------------------------------------------------------------------|
 FF2145
 FF2145                          SUPERSEDED SURVEY CONTROL
 FF2145
 FF2145  ELLIP H (09/07/94)   45.20   (m)                       GP(       ) 4 1
 FF2145  NAD 83(1986)-  35 53 29.98961(N)    090 09 17.54110(W) AD(       ) 1
 FF2145  NGVD 29 (11/13/90)   73.1    (m)          240.     (f) GPS OBS        
 FF2145
 FF2145.Superseded values are not recommended for survey control.
 FF2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2145.See file dsdata.txt to determine how the superseded data were derived.
 FF2145
 FF2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5680875672(NAD 83)
 FF2145_MARKER: I = METAL ROD
 FF2145_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2145_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2145_STAMPING: MANIPORT 1990
 FF2145_MARK LOGO: NGS   
 FF2145_PROJECTION: RECESSED 7 CENTIMETERS
 FF2145_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2145+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2000
 FF2145_ROD/PIPE-DEPTH: 14.1 meters
 FF2145_SLEEVE-DEPTH  : 0.90 meters
 FF2145
 FF2145  HISTORY     - Date     Condition        Report By
 FF2145  HISTORY     - 1990     MONUMENTED       NGS
 FF2145  HISTORY     - 19931102 GOOD             NGS
 FF2145  HISTORY     - 19940310 GOOD
 FF2145  HISTORY     - 19950706 GOOD             NGS
 FF2145  HISTORY     - 19970220 GOOD             NGS
 FF2145  HISTORY     - 19970306 GOOD             NGS
 FF2145  HISTORY     - 20000120 GOOD             NGS
 FF2145  HISTORY     - 20010508 GOOD             NGS
 FF2145
 FF2145                          STATION DESCRIPTION
 FF2145
 FF2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2145'STATION IS LOCATED ABOUT 15.7 KM (9.8 MI) EAST-NORTHEAST OF MONETTE,
 FF2145'9.2 KM (5.7 MI) SOUTHEAST OF LEACHVILLE, AND 2.0 KM (1.2 MI)
 FF2145'NORTHEAST OF MANILA.  AT THE MANILA MUNICIPAL AIRPORT.OWNERSHIP--CITY
 FF2145'OF MANILA AR 72442.  AIRPORT MANAGER IS LARRY DAVIS, BOX 269. MANILA
 FF2145'AR 72442. PHONE IS 501-561-3510 OR 501-561-4797. OR WAYNE INGRAM,
 FF2145'AIRPORT BOARD, 501-561-4447.
 FF2145'TO REACH FROM THE CITY HALL IN MANILA, GO NORTH ON BALTIMORE STREET
 FF2145'(STATE HIGHWAY 18 B) FOR 0.8 KM (0.5 MI) TO A T JUNCTION.  TURN RIGHT
 FF2145'AND GO EAST ON LAKE STREET FOR 0.87 KM (0.54 MI) TO A GRAVELED ROAD
 FF2145'ON THE LEFT.  TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR
 FF2145'0.36 KM (0.22 MI) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 FF2145'EAST ON THE GRAVELED ROAD FOR 150 FEET TO A TAXIWAY. CONTINUE EAST
 FF2145'AND SOUTHEAST ON THE TAXIWAY PASSING BETWEEN THE AIRPORT OFFICE AND A
 FF2145'HANGER FOR 0.28 KM (0.17 MI) TO THE RUNWAY. TURN LEFT AND GO NORTH
 FF2145'ALONG THE RUNWAY FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 FF2145'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FF2145'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS SET 25.6
 FF2145'M (84.0 FT) WEST OF THE RUNWAY CENTERLINE, 16.6 M (54.5 FT) SOUTHWEST
 FF2145'OF A RUNWAY LIGHT, 6.6 M (21.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 FF2145'OF A CULTIVATED FIELD.
 FF2145'DESCRIBED BY R.D.BALL
 FF2145
 FF2145                          STATION RECOVERY (1993)
 FF2145
 FF2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FF2145'THE STATION IS LOCATED ABOUT 15.7 KM (9.75 MI) EAST-NORTHEAST OF
 FF2145'MONETTE, 9.2 KM (5.70 MI) SOUTHEAST OF LEACHVILLE, AND 2.0 KM
 FF2145'(1.25 MI) NORTHEAST OF MANILA.  AT THE MANILA MUNICIPAL AIRPORT.
 FF2145'OWNERSHIP--CITY OF MANILA, AIRPORT MANAGER IS STEVE BRIGHT, P.O. BOX
 FF2145'1386, MANILA AR 72442.  PHONE IS 501-561-3046, FAX 501-561-3078.
 FF2145'TO REACH FROM THE CITY HALL IN MANILA, GO NORTH ON BALTIMORE STREET
 FF2145'(STATE HIGHWAY 18 B) FOR 0.8 KM (0.50 MI) TO A T-JUNCTION, TURN RIGHT
 FF2145'AND GO EAST ON LAKE STREET FOR 0.87 KM (0.55 MI) TO A PAVED ROAD ON
 FF2145'THE LEFT, TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR
 FF2145'0.36 KM (0.20 MI) TO A GATE, PASS THROUGH GATE, TURN SHARP RIGHT AND
 FF2145'GO EAST ON THE PAVED ROAD WHICH BECOMES A RAMP LEADING FROM A HANGER
 FF2145'TO THE APRON FOR 0.08 KM (0.05 MI) TO WHERE RAMP TURNS SHARP RIGHT,
 FF2145'TURN RIGHT AND GO SOUTH ON RAMP AND ACROSS APRON FOR 0.16 KM
 FF2145'(0.10 MI) TO A TAXIWAY ON THE LEFT LEADING TO THE RUNWAY, TURN LEFT
 FF2145'AND GO SOUTHEAST THEN EAST ON TAXIWAY FOR ABOUT 0.16 KM (0.10 MI) TO
 FF2145'THE RUNWAY, TURN LEFT AND GO NORTH ALONG THE RUNWAY FOR 0.32 KM
 FF2145'(0.20 MI) TO THE STATION ON THE LEFT NEAR A CHAIN LINK FENCE.
 FF2145'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8-INCH STAINLESS STEEL
 FF2145'ROD DRIVEN TO THE DEPTH OF 14.1 M (46.3 FT) WITH A 1.0 M (3.3 FT)
 FF2145'SLEEVE ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP FLUSH WITH THE
 FF2145'GROUND.  LOCATED 25.6 M (84.0 FT) WEST OF THE CENTERLINE OF THE
 FF2145'RUNWAY, 16.6 M (54.5 FT) SOUTHWEST OF A RUNWAY LIGHT, 6.7 M
 FF2145'(22.0 FT) SOUTH-SOUTHEAST OF THE EASTERN MOST PIPE FENCE POST IN THE
 FF2145'CHAIN LINK FENCE.
 FF2145
 FF2145                          STATION RECOVERY (1994)
 FF2145
 FF2145'RECOVERED 1994
 FF2145'RECOVERED IN GOOD CONDITION.
 FF2145
 FF2145                          STATION RECOVERY (1995)
 FF2145
 FF2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FF2145'THE STATION IS LOCATED ABOUT 15.7 KM (9.75 MI) EAST-NORTHEAST OF
 FF2145'MONETTE, 9.2 KM (5.70 MI) SOUTHEAST OF LEACHVILLE, 2.0 KM (1.25 MI)
 FF2145'NORTHEAST OF MANILA, AT THE MANILA MUNICIPAL AIRPORT. OWNERSHIP--CITY
 FF2145'OF MANILA, AIRPORT MANAGER IS DAVID CARRIE, P.O. BOX 1386, MANILA AR
 FF2145'72442, PHONE IS 501-561-3510.  TO REACH FROM THE CITY HALL IN MANILA,
 FF2145'GO NORTH ON BALTIMORE STREET (STATE HIGHWAY 18 B) FOR 0.8 KM (0.50 MI)
 FF2145'TO A T-JUNCTION.  TURN RIGHT AND GO EAST ON LAKE STREET FOR 0.87 KM
 FF2145'(0.55 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 FF2145'AIRPORT ENTRANCE ROAD FOR 0.36 KM (0.20 MI) TO A GATE.  PASS THROUGH
 FF2145'GATE, TURN SHARP RIGHT AND GO EAST ON THE PAVED ROAD, WHICH BECOMES A
 FF2145'RAMP LEADING FROM A HANGER TO THE APRON, FOR 0.08 KM (0.05 MI) TO
 FF2145'WHERE RAMP TURNS SHARP RIGHT.  TURN RIGHT AND GO SOUTH ON RAMP AND
 FF2145'ACROSS APRON FOR 0.16 KM (0.10 MI) TO A TAXIWAY ON THE LEFT LEADING TO
 FF2145'THE RUNWAY.  TURN LEFT AND GO SOUTHEAST THEN EAST ON TAXIWAY FOR ABOUT
 FF2145'0.16 KM (0.10 MI) TO THE RUNWAY.  TURN LEFT AND GO NORTH ALONG THE
 FF2145'RUNWAY FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT NEAR A CHAIN
 FF2145'LINK FENCE.  LOCATED 25.6 M (84.0 FT) WEST OF THE CENTERLINE OF THE
 FF2145'RUNWAY, 16.6 M (54.5 FT) SOUTHWEST OF A RUNWAY LIGHT, AND 6.7 M (22.0
 FF2145'FT) SOUTH-SOUTHEAST OF THE EASTERNMOST PIPE FENCE POST IN THE CHAIN
 FF2145'LINK FENCE.
 FF2145
 FF2145                          STATION RECOVERY (1997)
 FF2145
 FF2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FF2145'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) EAST-NORTHEAST OF
 FF2145'MONETTE, 9 KM (5.60 MI) SOUTHEAST OF LEACHVILLE, ON THE NORTHEAST SIDE
 FF2145'OF MANILA, AT THE MANILA MUNICIPAL AIRPORT, JUST SOUTH OF MIDFIELD AND
 FF2145'DUE EAST OF THE BEACON.  OWNERSHIP--CITY OF MANILA, PO BOX 895, MANILA
 FF2145'AR 72442.  AIRPORT MANAGER IS JIMMY WHITE, PHONE 501-561-4437.  TO
 FF2145'REACH THE STATION FROM THE EAST ONE OF TWO JUNCTIONS OF STATE HIGHWAYS
 FF2145'77 AND 18 IN MANILA, GO NORTHEAST AND EAST ON HIGHWAY 18 FOR 0.72 KM
 FF2145'(0.45 MI) TO HIGHWAY 18B (BALTIMORE STREET) ON THE LEFT.  TURN LEFT,
 FF2145'NORTH ON BALTIMORE STREET FOR 1.53 KM (0.95 MI) TO THE JUNCTION OF
 FF2145'LAKE STREET.  TURN RIGHT, EAST ON LAKE STREET FOR 0.89 KM (0.55 MI) TO
 FF2145'THE PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH ON
 FF2145'AIRPORT ROAD FOR 0.36 KM (0.20 MI) TO A GATE.  PASS THROUGH THE GATE,
 FF2145'THEN TURN RIGHT, EAST ON THE PAVED ROAD FOR 0.08 KM (0.05 MI) TO WHERE
 FF2145'THE ROAD TURNS RIGHT.  TURN RIGHT, SOUTH ON THE ROAD AND ACROSS THE
 FF2145'APRON FOR 0.16 KM (0.10 MI) TO A TAXIWAY ON THE LEFT LEADING TO RUNWAY
 FF2145'END 36.  TURN LEFT, SOUTHEAST ALONG THE TAXIWAY FOR 0.16 KM (0.10 MI)
 FF2145'TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, NORTH ALONG THE RUNWAY FOR
 FF2145'0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 FF2145'HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 FF2145'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 FF2145'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 50.3 M (165.0
 FF2145'FT) NORTH-NORTHWEST OF THE 5TH RUNWAY LIGHT FROM RUNWAY END 36, 16.6 M
 FF2145'(54.5 FT) SOUTHEAST OF THE 6TH RUNWAY LIGHT FROM THE RUNWAY END, 43.7
 FF2145'M (143.4 FT) EAST-SOUTHEAST OF THE EAST END OF A CHAIN LINK FENCE,
 FF2145'25.5 M (83.7 FT) WEST OF THE RUNWAY CENTER, 16.5 M (54.1 FT) WEST OF
 FF2145'THE WEST EDGE OF THE RUNWAY, 6.2 M (20.3 FT) SOUTH OF THE EXTENSION OF
 FF2145'THE FENCE AND 0.35 M (1.15 FT) EAST OF A FIBERGLASS WITNESS POST.
 FF2145'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 FF2145'AIRPORT CONTROL STATION.  THE SLEEVE DEPTH DOES NOT MEET THE
 FF2145'SPECIFICATION FOR A CLASS A ROD MARK.
 FF2145
 FF2145                          STATION RECOVERY (1997)
 FF2145
 FF2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FF2145'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) EAST-NORTHEAST OF
 FF2145'MONETTE, 9 KM (5.60 MI) SOUTHEAST OF LEACHVILLE, ON THE NORTHEAST SIDE
 FF2145'OF MANILLA AT THE MANILLA MUNICIPAL AIRPORT, JUST SOUTH OF MIDFIELD
 FF2145'AND DUE EAST OF THE AIRPORT BEACON.  OWNERSHIP--CITY OF MANILLA, PO
 FF2145'BOX 895, MANILLA, AR 72442.  AIRPORT MANAGER IS JIMMY WHITE WHO CAN BE
 FF2145'REACHED AT 501-561-4437 (CITY HALL NUMBER) OR 501-561-3375 (BUSINESS
 FF2145'NUMBER) .  NOTE--THIS STATION IS A PRIMARY AIRPORT CONTROL (PAC)
 FF2145'STATION.  TO REACH THE STATION FROM THE EAST ONE OF TWO JUNCTIONS OF
 FF2145'STATE HIGHWAYS 77 AND 18 IN MANILLA, GO NORTHEAST AND EAST ON HIGHWAY
 FF2145'18 FOR 0.72 KM (0.45 MI) TO HIGHWAY 18B (BALTIMORE STREET) ON THE
 FF2145'LEFT.  TURN LEFT AND GO NORTH ON BALTIMORE STREET FOR 1.53 KM (0.95
 FF2145'MI) TO THE JUNCTION OF LAKE STREET.  TURN RIGHT ON LAKE STREET AND GO
 FF2145'EAST FOR 0.89 KM (0.55 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE
 FF2145'LEFT.  TURN LEFT AND GO NORTH ON AIRPORT ROAD FOR 0.36 KM (0.20 MI) TO
 FF2145'A GATE.  PASS THROUGH THE GATE, TURN RIGHT AND PROCEED EAST ON A PAVED
 FF2145'ROAD FOR 0.08 KM (0.05 MI) TO WHERE THE ROAD TURNS RIGHT.  TURN RIGHT
 FF2145'AND GO SOUTH ON THE ROAD AND ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO
 FF2145'A TAXIWAY ON THE LEFT LEADING TO RUNWAY END 36.  TURN LEFT ON THE
 FF2145'TAXIWAY AND PROCEED SOUTHEAST FOR 0.16 KM (0.10 MI) TO THE JUNCTION
 FF2145'WITH THE RUNWAY.  TURN LEFT ON THE RUNWAY AND PROCEED NORTH FOR 0.32
 FF2145'KM (0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH MARK
 FF2145'ON THE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 FF2145'SLEEVE 90 CM LONG ENCASED INSIDE A 12.7 CM PVC PIPE WITH A LOGO CAP
 FF2145'SURROUNDED BY CONCRETE AND SET FLUSH WITH GROUND LEVEL.  IT IS 50.3 M
 FF2145'(165.0 FT) NORTH-NORTHWEST OF THE 5TH RUNWAY LIGHT FROM THE THRESHOLD
 FF2145'OF RUNWAY 36, 16.6 M (54.5 FT) SOUTHWEST OF THE 6TH RUNWAY LIGHT FROM
 FF2145'THE THRESHOLD, 43.7 M (143.4 FT) EAST-SOUTHEAST OF THE EAST END OF A
 FF2145'CHAIN LINK FENCE, 25.5 M (83.7 FT) WEST OF THE RUNWAY CENTER, 16.5 M
 FF2145'(54.1 FT) WEST OF THE WEST EDGE OF THE RUNWAY, 6.2 M (20.3 FT) SOUTH
 FF2145'OF THE EXTENSION OF THE FENCE AND 0.35 M (1.15 FT) EAST OF A
 FF2145'FIBERGLASS WITNESS POST. THE SLEEVE DEPTH DOES NOT MEET THE
 FF2145'SPECIFICATION FOR A CLASS A ROD MARK.
 FF2145
 FF2145                          STATION RECOVERY (2000)
 FF2145
 FF2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 FF2145'RECOVERED AS DESCRIBED.
 FF2145
 FF2145                          STATION RECOVERY (2001)
 FF2145
 FF2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 FF2145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2146 ***********************************************************************
 FF2146  DESIGNATION -  MANIPORT AZ MK
 FF2146  PID         -  FF2146
 FF2146  STATE/COUNTY-  AR/MISSISSIPPI
 FF2146  USGS QUAD   -  MANILA NORTH (1983)
 FF2146
 FF2146                         *CURRENT SURVEY CONTROL
 FF2146  ___________________________________________________________________
 FF2146* NAD 83(1997)-  35 53 51.70505(N)    090 09 17.30401(W)     ADJUSTED  
 FF2146* NAVD 88     -        72.7    (meters)     239.     (feet)  VERTCON   
 FF2146  ___________________________________________________________________
 FF2146  X           -     -13,976.027 (meters)                     COMP
 FF2146  Y           -  -5,172,680.187 (meters)                     COMP
 FF2146  Z           -   3,719,028.442 (meters)                     COMP
 FF2146  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 FF2146  ELLIP HEIGHT-          44.77  (meters)          (09/24/01) GPS OBS
 FF2146  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FF2146
 FF2146  HORZ ORDER  -  FIRST
 FF2146  ELLP ORDER  -  FOURTH    CLASS II
 FF2146
 FF2146.This mark is at Manila Airport (MXA)
 FF2146
 FF2146.The horizontal coordinates were established by GPS observations
 FF2146.and adjusted by the National Geodetic Survey in September 1999..
 FF2146
 FF2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2146
 FF2146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2146
 FF2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2146
 FF2146.The ellipsoidal height was determined by GPS observations
 FF2146.and is referenced to NAD 83.
 FF2146
 FF2146.The geoid height was determined by GEOID03.
 FF2146
 FF2146;                    North         East     Units Scale Factor Converg.
 FF2146;SPC AR N     -   175,115.372   566,566.112   MT  0.99995085   +1 04 25.4
 FF2146;SPC AR N     -   574,524.35  1,858,808.99   sFT  0.99995085   +1 04 25.4
 FF2146;UTM  15      - 3,976,341.791   756,794.550   MT  1.00041264   +1 40 09.0
 FF2146
 FF2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2146!SPC AR N     -   0.99999297  x   0.99995085  =   0.99994382
 FF2146!UTM  15      -   0.99999297  x   1.00041264  =   1.00040561
 FF2146
 FF2146:                Primary Azimuth Mark                     Grid Az
 FF2146:SPC AR N     -  MANIPORT                                 179 25 56.1
 FF2146:UTM  15      -  MANIPORT                                 178 50 12.5
 FF2146
 FF2146|---------------------------------------------------------------------|
 FF2146| PID    Reference Object                     Distance      Geod. Az  |
 FF2146|                                                           dddmmss.s |
 FF2146| FF2145 MANIPORT                            APPROX. 0.7 KM 1803021.5 |
 FF2146|---------------------------------------------------------------------|
 FF2146
 FF2146                          SUPERSEDED SURVEY CONTROL
 FF2146
 FF2146  ELLIP H (09/14/99)   44.78   (m)                       GP(       ) 4 1
 FF2146  NAD 83(1997)-  35 53 51.70505(N)    090 09 17.30401(W) AD(       ) 1
 FF2146  NAD 83(1986)-  35 53 51.71650(N)    090 09 17.30530(W) AD(       ) 1
 FF2146  NGVD 29 (11/13/90)   72.7    (m)          239.     (f) GPS OBS        
 FF2146
 FF2146.Superseded values are not recommended for survey control.
 FF2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2146.See file dsdata.txt to determine how the superseded data were derived.
 FF2146
 FF2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5679576342(NAD 83)
 FF2146_MARKER: I = METAL ROD
 FF2146_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2146_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2146_STAMPING: MANIPORT AZ MK 1990
 FF2146_MARK LOGO: NGS   
 FF2146_PROJECTION: FLUSH
 FF2146_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2146+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FF2146_ROD/PIPE-DEPTH: 15.2 meters
 FF2146_SLEEVE-DEPTH  : 0.93 meters
 FF2146
 FF2146  HISTORY     - Date     Condition        Report By
 FF2146  HISTORY     - 1990     MONUMENTED       NGS
 FF2146
 FF2146                          STATION DESCRIPTION
 FF2146
 FF2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2146'STATION IS LOCATED ABOUT 15.7 KM (9.8 MI) EAST-NORTHEAST OF MONETTE,
 FF2146'9.2 KM (5.7 MI) SOUTHEAST OF LEACHVILLE, AND 2.0 KM (1.2 MI)
 FF2146'NORTHEAST OF MANILA. AT THE MANILA MUNICIPAL AIRPORT.OWNERSHIP--CITY
 FF2146'OF MANILA AR 72442.  AIRPORT MANAGER IS LARRY DAVIS, BOX 269. MANILA
 FF2146'AR 72442. PHONE IS 501-561-3510 OR 501-561-4797. OR WAYNE INGRAM,
 FF2146'AIRPORT BOARD, 501-561-4447.
 FF2146'TO REACH FROM THE CITY HALL IN MANILA, GO NORTH ON BALTIMORE STREET
 FF2146'(STATE HIGHWAY 18 B) FOR 0.8 KM (0.5 MI) TO A T-JUNCTION.  TURN RIGHT
 FF2146'AND GO EAST ON LAKE STREET FOR 0.83 KM (0.52 MI) TO A GRAVELED ROAD
 FF2146'ON THE LEFT.  TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR
 FF2146'0.36 KM (0.22 MI) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 FF2146'EAST ON THE GRAVELED ROAD FOR 150 FEET TO A TAXIWAY. CONTINUE EAST
 FF2146'AND SOUTHEAST ON THE TAXIWAY PASSING BETWEEN THE AIRPORT OFFICE AND A
 FF2146'HANGAR FOR 0.28 KM (0.17 MI) TO THE RUNWAY. TURN LEFT AND GO NORTH ON
 FF2146'THE RUNWAY FOR 0.98 KM (0.61 MI) TO THE STATION ON THE LEFT.
 FF2146'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FF2146'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS SET 28.7
 FF2146'M (94.2 FT) NORTHWEST OF THE WEST CORNER OF RUNWAY END 18, 23.4 M
 FF2146'(76.8 FT) WEST OF THE EXTENDED CENTERLINE OF THE RUNWAY, 5.7 M
 FF2146'(18.7 FT) SOUTH OF SOUTH EDGE OF A CULTIVATED FEILD, 2.7 M (8.9 FT)
 FF2146'EAST OF THE EAST EDGE OF THE CULTIVATED FEILD.
 FF2146'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1902 ***********************************************************************
 FG1902  DESIGNATION -  MANITOU
 FG1902  PID         -  FG1902
 FG1902  STATE/COUNTY-  AR/FRANKLIN
 FG1902  USGS QUAD   -  CECIL (1993)
 FG1902
 FG1902                         *CURRENT SURVEY CONTROL
 FG1902  ___________________________________________________________________
 FG1902* NAD 83(1997)-  35 28 39.91142(N)    093 52 44.02430(W)     ADJUSTED  
 FG1902* NAVD 88     -       295.1    (meters)     968.     (feet)  VERTCON   
 FG1902  ___________________________________________________________________
 FG1902  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FG1902  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FG1902
 FG1902  HORZ ORDER  -  FIRST
 FG1902
 FG1902.The horizontal coordinates were established by classical geodetic methods
 FG1902.and adjusted by the National Geodetic Survey in September 1999..
 FG1902
 FG1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1902
 FG1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1902
 FG1902.The geoid height was determined by GEOID03.
 FG1902
 FG1902;                    North         East     Units Scale Factor Converg.
 FG1902;SPC AR N     -   128,590.199   229,502.931   MT  0.99993765   -1 05 36.0
 FG1902;SPC AR N     -   421,883.01    752,960.87   sFT  0.99993765   -1 05 36.0
 FG1902;UTM  15      - 3,926,381.111   420,267.229   MT  0.99967834   -0 30 36.5
 FG1902
 FG1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1902!SPC AR N     -   0.99995828  x   0.99993765  =   0.99989593
 FG1902!UTM  15      -   0.99995828  x   0.99967834  =   0.99963663
 FG1902
 FG1902:                Primary Azimuth Mark                     Grid Az
 FG1902:SPC AR N     -  MANITOU AZ MK                            060 48 02.4
 FG1902:UTM  15      -  MANITOU AZ MK                            060 13 02.9
 FG1902
 FG1902|---------------------------------------------------------------------|
 FG1902| PID    Reference Object                     Distance      Geod. Az  |
 FG1902|                                                           dddmmss.s |
 FG1902| CI2427 MANITOU AZ MK                                      0594226.4 |
 FG1902| FG1894 OZARK MUNICIPAL TANK                APPROX. 4.2 KM 0704715.1 |
 FG1902| FG1891 OZARK FRANKLIN CO CH CLOCK TWR      APPROX. 4.8 KM 0781913.8 |
 FG1902| FG1197 51                                  APPROX. 4.9 KM 0803508.4 |
 FG1902| CI2428 MANITOU RM 1                         25.479 METERS 09604     |
 FG1902| FG1893 ALTUS ST MARYS CATH CH SPIRE        APPROX.11.3 KM 1043051.8 |
 FG1902| CI2429 MANITOU RM 2                         28.262 METERS 19704     |
 FG1902|---------------------------------------------------------------------|
 FG1902
 FG1902                          SUPERSEDED SURVEY CONTROL
 FG1902
 FG1902  NAD 83(1997)-  35 28 39.92178(N)    093 52 44.02255(W) AD(       ) 1
 FG1902  NAD 83(1986)-  35 28 39.92129(N)    093 52 44.01878(W) AD(       ) 1
 FG1902  NAD 27      -  35 28 39.61300(N)    093 52 43.30100(W) AD(       ) 1
 FG1902  NGVD 29 (07/19/86)  295.0    (m)          968.     (f) VERT ANG       
 FG1902
 FG1902.Superseded values are not recommended for survey control.
 FG1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1902.See file dsdata.txt to determine how the superseded data were derived.
 FG1902
 FG1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2026726381(NAD 83)
 FG1902_MARKER: DS = TRIANGULATION STATION DISK
 FG1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1902
 FG1902  HISTORY     - Date     Condition        Report By
 FG1902  HISTORY     - 1940     MONUMENTED       CGS
 FG1902  HISTORY     - 1959     GOOD             CGS
 FG1902  HISTORY     - 1971     GOOD             USE
 FG1902
 FG1902                          STATION DESCRIPTION
 FG1902
 FG1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1902'STATION IS ABOUT 4 MILES SW OF OZARK, 7-1/2 MILES W OF ALTUS,
 FG1902'ON A PROMINENT RIDGE OVERLOOKING THE ARKANSAS RIVER KNOWN
 FG1902'AS MANITOU MOUNTAIN, AND 110 FEET NE OF THE NE CORNER OF
 FG1902'THE RESIDENCE OF MRS. ED. GARNER WHO OWNS THE PROPERTY.
 FG1902'STATION IS NOT ON THE HIGHEST POINT WHICH IS OCCUPIED BY
 FG1902'MRS. GARNERS HOUSE.
 FG1902'
 FG1902'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 FG1902'DISKS SET IN CONCRETE.
 FG1902'
 FG1902'SURFACE MARK IS ABOUT 100 FEET W OF E EDGE OF CLIFF, 25.8
 FG1902'FEET SSE OF GATE POST IN FENCE, PROJECTS 6 INCHES, AND IS
 FG1902'STAMPED MANITOU 1940.  NO WITNESS POST SET AT STATION.
 FG1902'
 FG1902'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK WEDGED IN A
 FG1902'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 15 FEET W OF E EDGE
 FG1902'OF CLIFF, 35.5 FEET S OF FENCE LINE, PROJECTS 1 FOOT, AND
 FG1902'IS STAMPED MANITOU NO.1, 1940.  IT IS 2 FEET BELOW STATION.
 FG1902'
 FG1902'REFERENCE MARK NO.2, A STANDARD BRONZE DISK WEDGED IN A DRILL
 FG1902'HOLE IN OUTCROPPING BEDROCK IS 86 FEET E OF NE CORNER OF HOUSE,
 FG1902'PROJECTS 6 INCHES, AT SAME ELEVATION AS STATION, AND IS
 FG1902'STAMPED MANITOU NO.2, 1940.
 FG1902'
 FG1902'THE AZIMUTH MARK IS 69 FEET S OF CENTER LINE OF ROAD (U.S. HIGHWAY
 FG1902'64), 93 FEET S OF OLD DEAD OAK TREE WHICH IS ON N SIDE OF HIGHWAY,
 FG1902'1-1/2 FEET N OF FENCE LINE, 4.5 FEET E OF WHITE WITNESS POST,
 FG1902'PROJECTS 6 INCHES, AND IS STAMPED MANITOU 1940.
 FG1902'
 FG1902'REACHED FROM THE POST OFFICE IN OZARK BY GOING W ON U.S.
 FG1902'HIGHWAY 64 FOR 1.6 MILES TO THE AZIMUTH MARK ON LEFT (S) OF
 FG1902'HIGHWAY, CONTINUE 0.7 MILE TO GRADED DIRT ROAD LEADING LEFT
 FG1902'(S), TURN LEFT AND GO 0.9 MILE TO FORK, TAKE RIGHT FORK (SW)
 FG1902'0.5 MILE TO CREST OF RIDGE, TURN LEFT (S) AND GO 1/4 MILE
 FG1902'TO MRS. GARNERS HOUSE AND STATION ON LEFT.
 FG1902'
 FG1902'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FG1902
 FG1902                          STATION RECOVERY (1959)
 FG1902
 FG1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1902'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 FG1902'STATION MARK IS 110 FEET NORTHEAST OF THE NORTHEAST CORNER
 FG1902'OF THE OZARK BIBLE INSTITUTE AND IS 14 FEET SOUTH-SOUTHEAST OF
 FG1902'THE CENTER OF THE SOUTH SIDE OF AN APARTMENT HOUSE CONSTRUCTED
 FG1902'OUT OF CONCRETE BLOCKS.  THE STATION MARK PROJECTS ABOUT 1
 FG1902'INCH.
 FG1902'
 FG1902'THE AZIMUTH MARK IS JUST EAST OF A PRIVATE ROAD LEADING
 FG1902'SOUTH TO A HOUSE AND IS ABOUT 3 FEET EAST-SOUTHEAST OF A
 FG1902'FENCE CORNER AT THE NORTHWEST CORNER OF A FENCED PASTURE.
 FG1902'
 FG1902'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 FG1902
 FG1902                          STATION RECOVERY (1971)
 FG1902
 FG1902'RECOVERY NOTE BY US ENGINEERS 1971 (LHW)
 FG1902'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 FG1902'RECOVERED IN GOOD CONDITION, THE AZIMUTH MARK IS NOT VISIBLE FROM
 FG1902'THE GROUND OR THE TOWER, 51 (USE) WAS USED AS AN AZIMUTH MARK.  THE
 FG1902'DIRECTION TO THE REFERENCE MARKS CHECKED THE 1940 DATA, HOWEVER
 FG1902'A DIFFERENCE OF 0.019 METER SHORTER WAS NOTED IN THE DISTANCE TO
 FG1902'REFERENCE MARK 1 AND A DIFFERENCE OF 0.010 METER SHORTER IN
 FG1902'THE DISTANCE TO REFERENCE MARK 2 WAS ALSO NOTED.  FOLLOWING IS
 FG1902'A NEW DESCRIPTION.
 FG1902'
 FG1902'THE STATION IS ABOUT 6-1/2 MILES WEST AND 2 MILES NORTH OF ALTUS, 3
 FG1902'MILES WEST AND 1 MILE SOUTH OF OZARK, IN THE WEST HALF OF SECTION 4
 FG1902'T. 9 N., R. 27 W., ON A HILL OVERLOOKING THE ARKANSAS RIVER AND ON
 FG1902'PROPERTY OF THE OZARK BIBLE INSTITUTE.
 FG1902'
 FG1902'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 FG1902'OZARK, GO WEST ON U. S. HIGHWAY 64 FOR 1.45 MILES TO THE AZIMUTH MARK
 FG1902'ON THE LEFT.  CONTINUE WEST ON HIGHWAY 64 FOR 0.75 MILE TO THE
 FG1902'JUNCTION WITH STATE HIGHWAY 219 ON THE LEFT.  TURN LEFT AND GO SOUTH
 FG1902'AND WEST ON HIGHWAY 219 FOR 1.55 MILES TO THE ENTRANCE TO THE
 FG1902'OZARK BIBLE INSTITUTE ON THE LEFT.  TURN LEFT AND GO EAST
 FG1902'AND SOUTH ON GRAVELED ROAD FOR 0.05 MILE TO A PARKING LOT AND THE
 FG1902'STATION SOUTH OF A CONCRETE BLOCK BUILDING.
 FG1902'
 FG1902'THE 51 (USE) MARK IS ON THE SOUTH SIDE OF THE RAILROAD DEPOT IN
 FG1902'OZARK.
 FG1902'
 FG1902'STATION MARK IS A STANDARD DISK, STAMPED MANITOU 1940, SET IN THE TOP
 FG1902'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 2 INCHES ABOVE
 FG1902'THE GROUND.  IT IS 110.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FG1902'A LARGE LOG BUILDING, 23.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 FG1902'OF A CONCRETE BUILDING AND 20.0 FEET SOUTHWEST OF THE SOUTHEAST
 FG1902'CORNER OF THE CONCRETE BUILDING.
 FG1902'
 FG1902'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MANITOU NO 1 1940,
 FG1902'CEMENTED IN A DRILL HOLE IN A 4 X 3 FOOT BOULDER, THAT PROJECTS 11
 FG1902'INCHES ABOVE THE GROUND.  IT IS 72.5 FEET EAST-SOUTHEAST OF THE
 FG1902'SOUTHEAST CORNER OF THE CONCRETE BUILDING AND ABOUT 6 FEET LOWER
 FG1902'THAN THE STATION.
 FG1902'
 FG1902'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MANITOU NO 2 1940,
 FG1902'CEMENTED IN A DRILL HOLE IN A 7 X 5 FOOT BOULDER, THAT PROJECTS 12
 FG1902'INCHES ABOVE THE GROUND.  IT IS 110.5 FEET SOUTH OF THE SOUTHEAST
 FG1902'CORNER OF THE CONCRETE BUILDING, 105.0 FEET SOUTH OF THE SOUTHWEST
 FG1902'CORNER OF THE CONCRETE BUILDING, 86.5 FEET EAST OF THE NORTHEAST
 FG1902'CORNER OF THE LOG BUILDING AND ABOUT 3 FEET LOWER THAN THE
 FG1902'STATION.
 FG1902'
 FG1902'AZIMUTH MARK IS A STANDARD DISK, STAMPED MANITOU 1940, SET IN THE TOP
 FG1902'OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 3 INCHES ABOVE
 FG1902'THE GROUND.  IT IS 69.0 FEET SOUTH OF THE CENTERLINE OF U.S.
 FG1902'HIGHWAY 64, 30.0 FEET SOUTHWEST OF A POWER LINE POLE AND 4.0 FEET
 FG1902'EAST OF A FENCE CORNER POST.
 FG1902'
 FG1902'51 (USE) IS A BRONZE DISK OF THE U. S. CORPS OF ENGINEERS, STAMPED
 FG1902'51, SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 FG1902'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 24.7 FEET NORTH OF
 FG1902'THE NORTH RAIL OF A RAILROAD TRACK AND 23.0 FEET EAST OF THE
 FG1902'SOUTHWEST CORNER OF THE RAILROAD DEPOT.
 FG1902'
 FG1902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST AND 1
 FG1902'MILE SOUTH OF OZARK.
 FG1902'
 FG1902'HEIGHT OF LIGHT ABOVE STATION MARK 60.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1417 ***********************************************************************
 DL1417  DESIGNATION -  MANNING
 DL1417  PID         -  DL1417
 DL1417  STATE/COUNTY-  AR/DALLAS
 DL1417  USGS QUAD   -  SPARKMAN (1982)
 DL1417
 DL1417                         *CURRENT SURVEY CONTROL
 DL1417  ___________________________________________________________________
 DL1417* NAD 83(1997)-  33 58 56.28984(N)    092 46 19.96284(W)     ADJUSTED  
 DL1417* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 DL1417  ___________________________________________________________________
 DL1417  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DL1417  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DL1417
 DL1417  HORZ ORDER  -  SECOND
 DL1417
 DL1417.The horizontal coordinates were established by classical geodetic methods
 DL1417.and adjusted by the National Geodetic Survey in September 1999..
 DL1417
 DL1417.The orthometric height was scaled from a topographic map.
 DL1417
 DL1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1417
 DL1417.The geoid height was determined by GEOID03.
 DL1417
 DL1417;                    North         East     Units Scale Factor Converg.
 DL1417;SPC AR S     -   546,189.035   328,651.043   MT  0.99991888   -0 25 55.9
 DL1417;SPC AR S     - 1,791,955.19  1,078,249.30   sFT  0.99991888   -0 25 55.9
 DL1417;UTM  15      - 3,760,217.120   521,040.120   MT  0.99960546   +0 07 38.4
 DL1417
 DL1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1417!SPC AR S     -   0.99998578  x   0.99991888  =   0.99990466
 DL1417!UTM  15      -   0.99998578  x   0.99960546  =   0.99959124
 DL1417
 DL1417|---------------------------------------------------------------------|
 DL1417| PID    Reference Object                     Distance      Geod. Az  |
 DL1417|                                                           dddmmss.s |
 DL1417| CY6934 MANNING RM 1                         30.899 METERS 00702     |
 DL1417| EJ1839 TULIP                               APPROX.15.9 KM 0564050.0 |
 DL1417| CY6935 MANNING RM 2                         28.552 METERS 12723     |
 DL1417| DL1419 LOOKOUT TOWER 35 AFC                APPROX. 5.8 KM 1795756.9 |
 DL1417| DL1418 SPARKMAN RAD STA KKP 954 MAST       APPROX. 5.8 KM 1795727.3 |
 DL1417| DL1414 SPARKMAN MUNICIPAL TANK             APPROX.10.1 KM 2231750.3 |
 DL1417|---------------------------------------------------------------------|
 DL1417
 DL1417                          SUPERSEDED SURVEY CONTROL
 DL1417
 DL1417  NAD 83(1997)-  33 58 56.29918(N)    092 46 19.95410(W) AD(       ) 2
 DL1417  NAD 83(1986)-  33 58 56.29956(N)    092 46 19.95414(W) AD(       ) 2
 DL1417  NAD 27      -  33 58 55.93660(N)    092 46 19.36483(W) AD(       ) 2
 DL1417
 DL1417.Superseded values are not recommended for survey control.
 DL1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1417.See file dsdata.txt to determine how the superseded data were derived.
 DL1417
 DL1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2104060217(NAD 83)
 DL1417_MARKER: DS = TRIANGULATION STATION DISK
 DL1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1417_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1417
 DL1417  HISTORY     - Date     Condition        Report By
 DL1417  HISTORY     - 1964     MONUMENTED       CGS
 DL1417
 DL1417                          STATION DESCRIPTION
 DL1417
 DL1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1417'ABOUT 8 MILES WEST OF PRINCETON, 3 MILES SOUTHEAST OF MANNING, IN
 DL1417'THE SOUTHEAST 1/4 OF SECTION 31, T-8-S, R-16-W, AND ON THE PROPERTY
 DL1417'OF THE STURGIS LUMBER COMPANY.  IT IS ABOUT 250 FEET SOUTHEAST
 DL1417'OF A T-ROAD INTERSECTION, 35 FEET NORTHEAST OF A 10 INCH PINE
 DL1417'TREE, 24 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, 23
 DL1417'FEET NORTHWEST OF AN 8 INCH HICKORY TREE WITH A TRIANGULAR
 DL1417'BLAZE ON THE EAST SIDE, AND 8 FEET WEST OF A WITNESS POST.  THE
 DL1417'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED MANNING
 DL1417'1964.
 DL1417'
 DL1417'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 DL1417'9 IN PRINCETON, GO WEST ON HIGHWAY 8 FOR 7.45 MILES TO THE
 DL1417'JUNCTION OF STATE HIGHWAY 207.  CONTINUE WEST ON HIGHWAY 8 FOR
 DL1417'1.1 MILES TO A SIDE ROAD LEFT AND A SIGN ON THE LEFT LEW ROAD.
 DL1417'TURN LEFT ON LEW ROAD AND GO SOUTHEAST ON THE GRAVELED ROAD FOR
 DL1417'1.45 MILES TO A SIDE ROAD RIGHT AND THE STATION ABOUT 250 FEET
 DL1417'SOUTHEAST.
 DL1417'
 DL1417'REFERENCE MARK 1 IS 139 FEET SOUTHEAST OF THE INTERSECTION, 100
 DL1417'FEET NORTH OF THE WITNESS POST, 17 FEET NORTHEAST OF THE
 DL1417'CENTERLINE OF THE ROAD, AND 8 FEET WEST OF A 10 INCH OAK TREE.
 DL1417'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED MANNING
 DL1417'NO 1 1964.
 DL1417'
 DL1417'REFERENCE MARK 2 IS 88 FEET SOUTHEAST OF THE WITNESS POST,
 DL1417'16 FEET SOUTH OF AN 8 INCH OAK TREE AND 13 FEET NORTHEAST OF THE
 DL1417'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE
 DL1417'DISK IS STAMPED MANNING NO 2 1964.
 DL1417'
 DL1417'NOTE--NO SUITABLE PLACE FOR AN AZIMUTH MARK OR A REFERENCE MARK 3.
 DL1417'
 DL1417'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0242 ***********************************************************************
 FH0242  DESIGNATION -  MANSFIELD
 FH0242  PID         -  FH0242
 FH0242  STATE/COUNTY-  AR/SEBASTIAN
 FH0242  USGS QUAD   -  HUNTINGTON (1987)
 FH0242
 FH0242                         *CURRENT SURVEY CONTROL
 FH0242  ___________________________________________________________________
 FH0242* NAD 83(1986)-  35 03 15.     (N)    094 15 24.     (W)     SCALED    
 FH0242* NAVD 88     -       185.711  (meters)     609.29   (feet)  ADJUSTED  
 FH0242  ___________________________________________________________________
 FH0242  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 FH0242  DYNAMIC HT  -         185.523 (meters)     608.67  (feet)  COMP
 FH0242  MODELED GRAV-     979,619.7   (mgal)                       NAVD 88
 FH0242
 FH0242  VERT ORDER  -  SECOND    CLASS 0
 FH0242
 FH0242.The horizontal coordinates were scaled from a topographic map and have
 FH0242.an estimated accuracy of +/- 6 seconds.
 FH0242
 FH0242.The orthometric height was determined by differential leveling
 FH0242.and adjusted by the National Geodetic Survey in June 1991..
 FH0242
 FH0242.The geoid height was determined by GEOID03.
 FH0242
 FH0242.The dynamic height is computed by dividing the NAVD 88
 FH0242.geopotential number by the normal gravity value computed on the
 FH0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0242.degrees latitude (g = 980.6199 gals.).
 FH0242
 FH0242.The modeled gravity was interpolated from observed gravity values.
 FH0242
 FH0242;                    North         East    Units  Estimated Accuracy
 FH0242;SPC AR N     -    82,330.      194,150.      MT  (+/- 180 meters Scaled)
 FH0242
 FH0242                          SUPERSEDED SURVEY CONTROL
 FH0242
 FH0242  NGVD 29 (??/??/92)  185.60   (m)          608.9    (f) COMPUTED    2 0
 FH0242
 FH0242.Superseded values are not recommended for survey control.
 FH0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0242.See file dsdata.txt to determine how the superseded data were derived.
 FH0242
 FH0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU854797(NAD 83)
 FH0242_MARKER: Q = CHISELED SQUARE
 FH0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0242_SP_SET: CONCRETE BASE
 FH0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0242
 FH0242  HISTORY     - Date     Condition        Report By
 FH0242  HISTORY     - 1934     MONUMENTED       CGS
 FH0242  HISTORY     - 1959     GOOD             NGS
 FH0242  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0242
 FH0242                          STATION DESCRIPTION
 FH0242
 FH0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0242'AT MANSFIELD.
 FH0242'AT MANSFIELD AT THE ROCK ISLAND RY. DEPOT, ON TOP OF THE CONCRETE
 FH0242'BASE OF THE SEMAPHORE SIGNAL WHICH IS ON THE SOUTH SIDE OF
 FH0242'THE BRICK DEPOT BUILDING AND AT THE FRONT CENTER OF THE PROJECTING
 FH0242'OFFICE WINDOWS.  MARK IS 4 IN. FROM SOUTH AND EAST EDGES OF THE
 FH0242'CONCRETE BASE.  LEVEL WITH TOP OF RAIL.
 FH0242
 FH0242                          STATION RECOVERY (1959)
 FH0242
 FH0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0242'RECOVERED IN GOOD CONDITION.
 FH0242
 FH0242                          STATION RECOVERY (1985)
 FH0242
 FH0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0242'SEARCHED FOR AND NOT RECOVERED THIS DATE, THE STATION AND AREA HAS
 FH0242'BEEN CLEARED AND REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0850 ***********************************************************************
 GF0850  DESIGNATION -  MARBLE
 GF0850  PID         -  GF0850
 GF0850  STATE/COUNTY-  AR/MADISON
 GF0850  USGS QUAD   -  MARBLE (1973)
 GF0850
 GF0850                         *CURRENT SURVEY CONTROL
 GF0850  ___________________________________________________________________
 GF0850* NAD 83(1997)-  36 07 55.39425(N)    093 33 04.36646(W)     ADJUSTED  
 GF0850* NAVD 88     -       437.7    (meters)    1436.     (feet)  VERTCON   
 GF0850  ___________________________________________________________________
 GF0850  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GF0850  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0850
 GF0850  HORZ ORDER  -  SECOND
 GF0850
 GF0850.The horizontal coordinates were established by classical geodetic methods
 GF0850.and adjusted by the National Geodetic Survey in September 1999..
 GF0850
 GF0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0850
 GF0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0850
 GF0850.The geoid height was determined by GEOID03.
 GF0850
 GF0850;                    North         East     Units Scale Factor Converg.
 GF0850;SPC AR N     -   200,657.736   260,378.823   MT  0.99998155   -0 54 09.5
 GF0850;SPC AR N     -   658,324.59    854,259.52   sFT  0.99998155   -0 54 09.5
 GF0850;UTM  15      - 3,998,736.005   450,403.212   MT  0.99963031   -0 19 30.1
 GF0850
 GF0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0850!SPC AR N     -   0.99993569  x   0.99998155  =   0.99991724
 GF0850!UTM  15      -   0.99993569  x   0.99963031  =   0.99956603
 GF0850
 GF0850|---------------------------------------------------------------------|
 GF0850| PID    Reference Object                     Distance      Geod. Az  |
 GF0850|                                                           dddmmss.s |
 GF0850| GF0849 MARBLE RM 1                           7.935 METERS 04214     |
 GF0850| CI2440 MARBLE RM 2                          12.944 METERS 18424     |
 GF0850| CI2438 MARBLE AZ MK                                       2812809.9 |
 GF0850|---------------------------------------------------------------------|
 GF0850
 GF0850                          SUPERSEDED SURVEY CONTROL
 GF0850
 GF0850  NAD 83(1997)-  36 07 55.40548(N)    093 33 04.36679(W) AD(       ) 2
 GF0850  NAD 83(1986)-  36 07 55.40500(N)    093 33 04.36826(W) AD(       ) 2
 GF0850  NAD 27      -  36 07 55.13762(N)    093 33 03.69361(W) AD(       ) 2
 GF0850  NGVD 29 (07/19/86)  437.6    (m)         1436.     (f) VERT ANG       
 GF0850
 GF0850.Superseded values are not recommended for survey control.
 GF0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0850.See file dsdata.txt to determine how the superseded data were derived.
 GF0850
 GF0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5040398736(NAD 83)
 GF0850_MARKER: DS = TRIANGULATION STATION DISK
 GF0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0850+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 GF0850
 GF0850  HISTORY     - Date     Condition        Report By
 GF0850  HISTORY     - 1971     MONUMENTED       NGS
 GF0850  HISTORY     - 1987     GOOD             USPSQD
 GF0850  HISTORY     - 1988     GOOD             USPSQD
 GF0850  HISTORY     - 20050716 GOOD             GEOCAC
 GF0850
 GF0850                          STATION DESCRIPTION
 GF0850
 GF0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0850'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 10 MILES EAST OF
 GF0850'HUNTSVILLE, 6 MILES NORTH AND 2 MILES WEST OF KINGSTON, 1/2 MILE
 GF0850'SOUTH AND 2 MILES EAST OF MARBLE, BETWEEN SECTIONS 16 AND 17, R 24 W.
 GF0850'T 17 N AND ON PROPERTY OWNED BY THE ARKANSAS STATE HIGHWAY
 GF0850'DEPARTMENT.
 GF0850'
 GF0850'TO REACH THE STATION FROM THE BUSINESS DISTRICT IN MARBLE, GO
 GF0850'EASTERLY ON STATE HIGHWAY 68 FOR 1.15 MILES TO A HOUSE ON LEFT AND
 GF0850'THE AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE AHEAD EASTERLY ON
 GF0850'STATE HIGHWAY 68 FOR 1.0 MILE TO THE JUNCTION ON STATE HIGHWAY 21.
 GF0850'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 21 FOR 0.25 MILE TO THE
 GF0850'STATION ON RIGHT AS DESCRIBED.
 GF0850'
 GF0850'STATION MARKS ARE STANDARD DISKS STAMPED MARBLE 1971.  THE SURFACE
 GF0850'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GF0850'THAT IS SET 2-INCHES BELOW THE GROUND SURFACE.  IT IS 46 FEET WEST
 GF0850'OF THE CENTER OF STATE HIGHWAY 21, 4.5 FEET SOUTHEAST OF A METAL
 GF0850'WITNESS POST, 3 FEET EAST OF A WIRE FENCE AND THE MARK IS ABOUT 8
 GF0850'FEET HIGHER IN ELEVATION THAN THE HIGHWAY SURFACE.  THE UNDERGROUND
 GF0850'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 32 INCHES
 GF0850'BELOW THE GROUND SURFACE.
 GF0850'
 GF0850'REFERENCE MARK 1, A STANDARD DISK STAMPED MARBLE NO 1 1971, IS SET
 GF0850'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GF0850'FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE CENTER OF
 GF0850'STATE HIGHWAY 21, 25.3 FEET NORTHEAST OF THE METAL WITNESS POST,
 GF0850'19.3 FEET EAST OF THE WIRE FENCE AND THE MARK IS ABOUT THE SAME
 GF0850'ELEVATION AS THE STATION.
 GF0850'
 GF0850'REFERENCE MARK 2, A STANDARD DISK STAMPED MARBLE NO 2 1971, IS SET
 GF0850'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GF0850'FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET WEST OF THE CENTER OF
 GF0850'STATE HIGHWAY 21, 46.3 FEET SOUTH OF THE METAL WITNESS POST, 1.5
 GF0850'FEET EAST OF THE WIRE FENCE AND 1.5 FEET HIGHER IN ELEVATION THAN
 GF0850'STATION.
 GF0850'
 GF0850'AZIMUTH MARK, A STANDARD DISK STAMPED MARBLE 1971, IS CEMENTED IN A
 GF0850'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 3 FEET.  IT IS 110 FEET
 GF0850'SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 91.1 FEET SOUTH OF
 GF0850'THE SOUTHEAST CORNER OF THE HOUSE, 27 FEET NORTH OF THE CENTER OF
 GF0850'STATE HIGHWAY 68 AND 3.3 FEET NORTH OF A METAL WITNESS POST.
 GF0850'
 GF0850'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GF0850
 GF0850                          STATION RECOVERY (1987)
 GF0850
 GF0850'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0850'RECOVERED IN GOOD CONDITION.
 GF0850
 GF0850                          STATION RECOVERY (1988)
 GF0850
 GF0850'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0850'RECOVERED IN GOOD CONDITION.
 GF0850
 GF0850                          STATION RECOVERY (2005)
 GF0850
 GF0850'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0850'WITNESS POST INTACT.  VEGETATION WAS EXTREMELY HIGH.  WAS ABLE TO
 GF0850'LOCATE AFTER A FEW MINUTES OF SEARCHING.  TWO WITNESS POSTS ARE
 GF0850'EVIDENT...ONE STATE AND ONE FEDERAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0849 ***********************************************************************
 GF0849  DESIGNATION -  MARBLE RM 1
 GF0849  PID         -  GF0849
 GF0849  STATE/COUNTY-  AR/MADISON
 GF0849  USGS QUAD   -  MARBLE (1973)
 GF0849
 GF0849                         *CURRENT SURVEY CONTROL
 GF0849  ___________________________________________________________________
 GF0849* NAD 83(1997)-  36 07 55.58484(N)    093 33 04.15312(W)     ADJUSTED  
 GF0849* NAVD 88     -       437.7    (meters)    1436.     (feet)  VERTCON   
 GF0849  ___________________________________________________________________
 GF0849  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GF0849  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0849
 GF0849  HORZ ORDER  -  SECOND
 GF0849
 GF0849.The horizontal coordinates were established by classical geodetic methods
 GF0849.and adjusted by the National Geodetic Survey in September 1999..
 GF0849
 GF0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0849
 GF0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0849
 GF0849.The geoid height was determined by GEOID03.
 GF0849
 GF0849;                    North         East     Units Scale Factor Converg.
 GF0849;SPC AR N     -   200,663.525   260,384.249   MT  0.99998156   -0 54 09.4
 GF0849;SPC AR N     -   658,343.58    854,277.32   sFT  0.99998156   -0 54 09.4
 GF0849;UTM  15      - 3,998,741.847   450,408.578   MT  0.99963030   -0 19 30.0
 GF0849
 GF0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0849!SPC AR N     -   0.99993569  x   0.99998156  =   0.99991725
 GF0849!UTM  15      -   0.99993569  x   0.99963030  =   0.99956602
 GF0849
 GF0849|---------------------------------------------------------------------|
 GF0849| PID    Reference Object                     Distance      Geod. Az  |
 GF0849|                                                           dddmmss.s |
 GF0849| GF0850 MARBLE                                7.935 METERS 22214     |
 GF0849| GF0853 CLOUD                               APPROX. 8.1 KM 2642359.2 |
 GF0849|---------------------------------------------------------------------|
 GF0849
 GF0849                          SUPERSEDED SURVEY CONTROL
 GF0849
 GF0849  NAD 83(1997)-  36 07 55.59607(N)    093 33 04.15345(W) AD(       ) 2
 GF0849  NAD 83(1986)-  36 07 55.59560(N)    093 33 04.15491(W) AD(       ) 2
 GF0849  NAD 27      -  36 07 55.32821(N)    093 33 03.48027(W) AD(       ) 2
 GF0849  NGVD 29 (07/19/86)  437.6    (m)         1436.     (f) VERT ANG       
 GF0849
 GF0849.Superseded values are not recommended for survey control.
 GF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0849.See file dsdata.txt to determine how the superseded data were derived.
 GF0849
 GF0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5040998742(NAD 83)
 GF0849_MARKER: DS = TRIANGULATION STATION DISK
 GF0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0849+STABILITY: SURFACE MOTION
 GF0849
 GF0849  HISTORY     - Date     Condition        Report By
 GF0849  HISTORY     - 1971     MONUMENTED       NGS
 GF0849  HISTORY     - 20050716 MARK NOT FOUND   GEOCAC
 GF0849
 GF0849                          STATION DESCRIPTION
 GF0849
 GF0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0849'REFERENCE MARK 1, A STANDARD DISK STAMPED MARBLE NO 1 1971, IS SET
 GF0849'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GF0849'FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE CENTER OF
 GF0849'STATE HIGHWAY 21, 25.3 FEET NORTHEAST OF THE METAL WITNESS POST,
 GF0849'19.3 FEET EAST OF THE WIRE FENCE AND THE MARK IS ABOUT THE SAME
 GF0849'ELEVATION AS THE STATION.
 GF0849
 GF0849                          STATION RECOVERY (2005)
 GF0849
 GF0849'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0849'WITNESS POST INTACT.  VEGETATION WAS EXTREMELY HIGH.  WILL TRY AGAIN
 GF0849'WITH METAL DETECTOR AND GARDENING TOOLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1063 ***********************************************************************
 DK1063  DESIGNATION -  MARGIE BOLT
 DK1063  PID         -  DK1063
 DK1063  STATE/COUNTY-  AR/CHICOT
 DK1063  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1063
 DK1063                         *CURRENT SURVEY CONTROL
 DK1063  ___________________________________________________________________
 DK1063* NAD 83(1986)-  33 07 15.     (N)    091 15 51.     (W)     SCALED    
 DK1063* NAVD 88     -        40.43   (+/-2cm)     132.6    (feet)  VERTCON   
 DK1063  ___________________________________________________________________
 DK1063  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DK1063
 DK1063  VERT ORDER  -  ? (See Below)
 DK1063
 DK1063.The horizontal coordinates were scaled from a topographic map and have
 DK1063.an estimated accuracy of +/- 6 seconds.
 DK1063
 DK1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1063.The vertical order pertains to the NGVD 29 superseded value.
 DK1063
 DK1063.The geoid height was determined by GEOID03.
 DK1063
 DK1063;                    North         East    Units  Estimated Accuracy
 DK1063;SPC AR S     -   450,620.      468,680.      MT  (+/- 180 meters Scaled)
 DK1063
 DK1063                          SUPERSEDED SURVEY CONTROL
 DK1063
 DK1063  NGVD 29 (??/??/??)   40.519  (m)          132.94   (f) ADJUSTED    ?  
 DK1063
 DK1063.Superseded values are not recommended for survey control.
 DK1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1063.See file dsdata.txt to determine how the superseded data were derived.
 DK1063
 DK1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS619660(NAD 83)
 DK1063_MARKER: B = BOLT
 DK1063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1063_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1063
 DK1063  HISTORY     - Date     Condition        Report By
 DK1063  HISTORY     - UNK      MONUMENTED       DOD
 DK1063  HISTORY     - 1934     GOOD             CGS
 DK1063
 DK1063                          STATION DESCRIPTION
 DK1063
 DK1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1063'0.75 MI N FROM EUDORA.
 DK1063'3/4 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1063'EUDORA, CHICOT COUNTY, AT THE NORTHEAST CORNER OF THE FRONT YARD OF
 DK1063'THE RAY DUKES RESIDENCE, OPPOSITE THE CENTER OF A COMPRESS, 48 FEET
 DK1063'NORTHEAST OF NORTHEAST CORNER OF THE HOUSE, ABOUT 35 FEET WEST OF THE
 DK1063'CENTER LINE OF U.S. HIGHWAY 65, AND 6.3 FEET SOUTH OF A 2-INCH
 DK1063'SYCAMORE TREE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 DK1063'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 DK1063'ABOUT 4 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.
 DK1063'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1064 ***********************************************************************
 DK1064  DESIGNATION -  MARGIE CAP
 DK1064  PID         -  DK1064
 DK1064  STATE/COUNTY-  AR/CHICOT
 DK1064  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1064
 DK1064                         *CURRENT SURVEY CONTROL
 DK1064  ___________________________________________________________________
 DK1064* NAD 83(1986)-  33 07 14.     (N)    091 15 51.     (W)     SCALED    
 DK1064* NAVD 88     -        41.66   (+/-2cm)     136.7    (feet)  VERTCON   
 DK1064  ___________________________________________________________________
 DK1064  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DK1064
 DK1064  VERT ORDER  -  ? (See Below)
 DK1064
 DK1064.The horizontal coordinates were scaled from a topographic map and have
 DK1064.an estimated accuracy of +/- 6 seconds.
 DK1064
 DK1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1064.The vertical order pertains to the NGVD 29 superseded value.
 DK1064
 DK1064.The geoid height was determined by GEOID03.
 DK1064
 DK1064;                    North         East    Units  Estimated Accuracy
 DK1064;SPC AR S     -   450,590.      468,680.      MT  (+/- 180 meters Scaled)
 DK1064
 DK1064                          SUPERSEDED SURVEY CONTROL
 DK1064
 DK1064  NGVD 29 (??/??/??)   41.757  (m)          137.00   (f) ADJUSTED    ?  
 DK1064
 DK1064.Superseded values are not recommended for survey control.
 DK1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1064.See file dsdata.txt to determine how the superseded data were derived.
 DK1064
 DK1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS619659(NAD 83)
 DK1064_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1064
 DK1064  HISTORY     - Date     Condition        Report By
 DK1064  HISTORY     - UNK      MONUMENTED       DOD
 DK1064  HISTORY     - 1934     GOOD             CGS
 DK1064
 DK1064                          STATION DESCRIPTION
 DK1064
 DK1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1064'IN EUDORA.
 DK1064'IS A PIPE FLANGE BENCH WITH BRASS CAP.  CAP IS 4 INCHES ABOVE GROUND.
 DK1064'LOCATION IN NORTH EDGE OF EUDORA.  CHICOT COUNTY, ARK. APPROXIMATELY
 DK1064'3/4 MILE NORTH OF MO. PAC. R.R. STATION.  35.0 FEET WEST OF CENTERLINE
 DK1064'OF HIGHWAY 65 OPPOSITE CENTER OF COMPRESS IN NORTHEAST CORNER OF FRONT
 DK1064'YARD OF HOUSE OWNED AND OCCUPIED BY RAY DUKES. 48.5 FEET NORTHEAST OF
 DK1064'NORTH EAST CORNER OF HOUSE.  6.3 FEET SOUTH OF 2 INCH SYCAMORE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1013 ***********************************************************************
 EH1013  DESIGNATION -  MARIANNA
 EH1013  PID         -  EH1013
 EH1013  STATE/COUNTY-  AR/LEE
 EH1013  USGS QUAD   -  MARIANNA (1992)
 EH1013
 EH1013                         *CURRENT SURVEY CONTROL
 EH1013  ___________________________________________________________________
 EH1013* NAD 83(1997)-  34 46 26.26547(N)    090 45 24.66219(W)     ADJUSTED  
 EH1013* NAVD 88     -        69.496  (meters)     228.00   (feet)  ADJUSTED  
 EH1013  ___________________________________________________________________
 EH1013  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EH1013  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1013  DYNAMIC HT  -          69.431 (meters)     227.79  (feet)  COMP
 EH1013  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 EH1013
 EH1013  HORZ ORDER  -  SECOND
 EH1013  VERT ORDER  -  SECOND    CLASS 0
 EH1013
 EH1013.The horizontal coordinates were established by classical geodetic methods
 EH1013.and adjusted by the National Geodetic Survey in September 1999..
 EH1013
 EH1013.The orthometric height was determined by differential leveling
 EH1013.and adjusted by the National Geodetic Survey in June 1991..
 EH1013
 EH1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1013
 EH1013.The geoid height was determined by GEOID03.
 EH1013
 EH1013.The dynamic height is computed by dividing the NAVD 88
 EH1013.geopotential number by the normal gravity value computed on the
 EH1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1013.degrees latitude (g = 980.6199 gals.).
 EH1013
 EH1013.The modeled gravity was interpolated from observed gravity values.
 EH1013
 EH1013;                    North         East     Units Scale Factor Converg.
 EH1013;SPC AR S     -   634,424.216   513,793.414   MT  1.00000164   +0 41 44.8
 EH1013;SPC AR S     - 2,081,440.12  1,685,670.56   sFT  1.00000164   +0 41 44.8
 EH1013;SPC AR N     -    49,603.284   513,797.001   MT  1.00003515   +0 43 24.2
 EH1013;SPC AR N     -   162,740.11  1,685,682.33   sFT  1.00003515   +0 43 24.2
 EH1013;UTM  15      - 3,850,269.290   705,270.862   MT  1.00011936   +1 16 47.3
 EH1013
 EH1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1013!SPC AR S     -   0.99999331  x   1.00000164  =   0.99999495
 EH1013!SPC AR N     -   0.99999331  x   1.00003515  =   1.00002846
 EH1013!UTM  15      -   0.99999331  x   1.00011936  =   1.00011267
 EH1013
 EH1013                          SUPERSEDED SURVEY CONTROL
 EH1013
 EH1013  NAD 83(1997)-  34 46 26.26830(N)    090 45 24.66149(W) AD(       ) 2
 EH1013  NAD 83(1997)-  34 46 26.27007(N)    090 45 24.66119(W) AD(       ) 2
 EH1013  NAD 83(1986)-  34 46 26.27323(N)    090 45 24.66029(W) AD(       ) 2
 EH1013  NAD 27      -  34 46 25.92350(N)    090 45 24.26030(W) AD(       ) 2
 EH1013  NGVD 29 (??/??/??)   69.504  (m)          228.03   (f) ADJUSTED    2 0
 EH1013
 EH1013.Superseded values are not recommended for survey control.
 EH1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1013.See file dsdata.txt to determine how the superseded data were derived.
 EH1013
 EH1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0527150269(NAD 83)
 EH1013_MARKER: DB = BENCH MARK DISK
 EH1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1013_SP_SET: BUILDING
 EH1013_STAMPING: MARIANNA 1934
 EH1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1013
 EH1013  HISTORY     - Date     Condition        Report By
 EH1013  HISTORY     - 1953     MONUMENTED       CGS
 EH1013  HISTORY     - 1935     GOOD             CGS
 EH1013  HISTORY     - 1953     GOOD             LOCSUR
 EH1013  HISTORY     - 20030305 MARK NOT FOUND   USACE
 EH1013
 EH1013                          STATION DESCRIPTION
 EH1013
 EH1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EH1013'SEE STATION MARIANNA
 EH1013
 EH1013                          STATION RECOVERY (1935)
 EH1013
 EH1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 EH1013'IN MARIANNA.
 EH1013'7.8 FT. EAST OF EAST CURB OF COURT STREET.  4.2 FEET ABOVE LEVEL OF
 EH1013'SIDEWALK.  3.6 FEET SOUTH OF CENTERLINE OF ENTRANCE TO SECOND STORY OF
 EH1013'CITY HALL.  BRONZE TABLET SET VERTICALLY IN WEST BRICK WALL OF CITY
 EH1013'HALL.
 EH1013
 EH1013                          STATION RECOVERY (1953)
 EH1013
 EH1013'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 EH1013'RECOVERED IN GOOD CONDITION.
 EH1013
 EH1013                          STATION RECOVERY (2003)
 EH1013
 EH1013'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2893 ***********************************************************************
 EH2893  DESIGNATION -  MARIANNA
 EH2893  PID         -  EH2893
 EH2893  STATE/COUNTY-  AR/LEE
 EH2893  USGS QUAD   -  MARIANNA (1992)
 EH2893
 EH2893                         *CURRENT SURVEY CONTROL
 EH2893  ___________________________________________________________________
 EH2893* NAD 83(1997)-  34 46 25.52067(N)    090 45 25.74108(W)     ADJUSTED  
 EH2893* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 EH2893  ___________________________________________________________________
 EH2893  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EH2893  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH2893
 EH2893  HORZ ORDER  -  FIRST
 EH2893
 EH2893.The horizontal coordinates were established by classical geodetic methods
 EH2893.and adjusted by the National Geodetic Survey in September 1999..
 EH2893
 EH2893.The orthometric height was scaled from a topographic map.
 EH2893
 EH2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2893
 EH2893.The geoid height was determined by GEOID03.
 EH2893
 EH2893;                    North         East     Units Scale Factor Converg.
 EH2893;SPC AR S     -   634,400.933   513,766.261   MT  1.00000159   +0 41 44.2
 EH2893;SPC AR S     - 2,081,363.73  1,685,581.47   sFT  1.00000159   +0 41 44.2
 EH2893;SPC AR N     -    49,579.987   513,769.859   MT  1.00003520   +0 43 23.6
 EH2893;SPC AR N     -   162,663.67  1,685,593.28   sFT  1.00003520   +0 43 23.6
 EH2893;UTM  15      - 3,850,245.728   705,243.944   MT  1.00011923   +1 16 46.7
 EH2893
 EH2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2893!SPC AR S     -   0.99999386  x   1.00000159  =   0.99999545
 EH2893!SPC AR N     -   0.99999386  x   1.00003520  =   1.00002906
 EH2893!UTM  15      -   0.99999386  x   1.00011923  =   1.00011309
 EH2893
 EH2893|---------------------------------------------------------------------|
 EH2893| PID    Reference Object                     Distance      Geod. Az  |
 EH2893|                                                           dddmmss.s |
 EH2893| EH1013 MARIANNA                             35.768 METERS 05005     |
 EH2893| CY6937 MARIANNA RM 1                        30.778 METERS 11957     |
 EH2893| EH2890 MARIANNA FED COMP CO WATER TK       APPROX. 1.2 KM 2873749.7 |
 EH2893| CY6936 MARIANNA AZ MK                                     3504127.3 |
 EH2893|---------------------------------------------------------------------|
 EH2893
 EH2893                          SUPERSEDED SURVEY CONTROL
 EH2893
 EH2893  NAD 83(1997)-  34 46 25.52351(N)    090 45 25.74039(W) AD(       ) 1
 EH2893  NAD 83(1997)-  34 46 25.52528(N)    090 45 25.74009(W) AD(       ) 1
 EH2893  NAD 83(1986)-  34 46 25.52844(N)    090 45 25.73919(W) AD(       ) 1
 EH2893  NAD 27      -  34 46 25.17870(N)    090 45 25.33920(W) AD(       ) 1
 EH2893
 EH2893.Superseded values are not recommended for survey control.
 EH2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2893.See file dsdata.txt to determine how the superseded data were derived.
 EH2893
 EH2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0524450246(NAD 83)
 EH2893_MARKER: DS = TRIANGULATION STATION DISK
 EH2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2893
 EH2893  HISTORY     - Date     Condition        Report By
 EH2893  HISTORY     - 1953     MONUMENTED       CGS
 EH2893  HISTORY     - 1964     GOOD             CGS
 EH2893
 EH2893                          STATION DESCRIPTION
 EH2893
 EH2893'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2893'THE STATION IS LOCATED IN THE CITY OF MARIANNA IN THE SOUTHEAST
 EH2893'PART OF THE SQUARE 78 FEET NORTH OF THE CENTER OF MAIN STREET,
 EH2893'62 FEET WEST OF THE CENTER OF COURT STREET AND 53 FEET SOUTHEAST
 EH2893'OF THE FLAG POLE.  IT IS SET FLUSH AND IS STAMPED MARIANNA
 EH2893'1953.
 EH2893'
 EH2893'REFERENCE MARK NO. 1 IS SET IN THE SIDEWALK AT THE SOUTHWEST
 EH2893'CORNER OF THE MIXON BROTHERS STORE, 27 FEET EAST OF THE CENTER
 EH2893'OF COURT STREET AND 25 FEET NORTH OF THE CENTER OF MAIN STREET.
 EH2893'IT IS A STANDARD REFERENCE MARK DISK AND IT IS STAMPED MARIANNA
 EH2893'NO 1 1953.
 EH2893'
 EH2893'A U.S. COAST AND GEODETIC SURVEY BENCH MARK WAS USED FOR
 EH2893'REFERENCE MARK NO. 2, IT IS SET IN THE WEST WALL OF THE CITY
 EH2893'HALL BUILDING, 28 FEET EAST OF THE CENTER OF COURT STREET AND
 EH2893'3 FEET ABOVE THE LEVEL OF THE SIDEWALK.  IT IS SET FLUSH
 EH2893'WITH THE WALL AND IT IS STAMPED MARIANNA 1934.
 EH2893'
 EH2893'THE AZIMUTH MARK IS 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EH2893'OF A WHITE HOUSE, 22 FEET WEST OF THE CENTER OF CEDAR STREET,
 EH2893'5 FEET SOUTHEAST OF A FENCE CORNER AND 3 FEET SOUTH OF A WITNESS
 EH2893'POST.  IT PROJECTS 3 INCHES AND IS STAMPED MARIANNA 1953.
 EH2893'
 EH2893'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON CEDAR
 EH2893'STREET FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 EH2893'
 EH2893'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2893
 EH2893                          STATION RECOVERY (1964)
 EH2893
 EH2893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 EH2893'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EH2893'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2824 ***********************************************************************
 EH2824  DESIGNATION -  MARIANNA ATT MICROWAVE
 EH2824  PID         -  EH2824
 EH2824  STATE/COUNTY-  AR/LEE
 EH2824  USGS QUAD   -  BRICKEYS (1984)
 EH2824
 EH2824                         *CURRENT SURVEY CONTROL
 EH2824  ___________________________________________________________________
 EH2824* NAD 83(1997)-  34 47 32.47724(N)    090 32 55.79906(W)     ADJUSTED  
 EH2824* NAVD 88     -                                                        
 EH2824  ___________________________________________________________________
 EH2824  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EH2824  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2824
 EH2824  HORZ ORDER  -  THIRD
 EH2824
 EH2824.The horizontal coordinates were established by classical geodetic methods
 EH2824.and adjusted by the National Geodetic Survey in September 1999..
 EH2824
 EH2824
 EH2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2824
 EH2824.The geoid height was determined by GEOID03.
 EH2824
 EH2824;                    North         East     Units Scale Factor Converg.
 EH2824;SPC AR S     -   636,714.956   532,804.482   MT  1.00000583   +0 48 43.9
 EH2824;SPC AR S     - 2,088,955.65  1,748,042.70   sFT  1.00000583   +0 48 43.9
 EH2824;SPC MS W     -   586,859.560   680,278.826   MT  0.99995479   -0 07 22.7
 EH2824;SPC MS W     - 1,925,388.41  2,231,881.45   sFT  0.99995479   -0 07 22.7
 EH2824;UTM  15      - 3,852,754.594   724,260.664   MT  1.00021991   +1 23 57.2
 EH2824
 EH2824                          SUPERSEDED SURVEY CONTROL
 EH2824
 EH2824  NAD 83(1997)-  34 47 32.47694(N)    090 32 55.80005(W) AD(       ) 4
 EH2824  NAD 83(1997)-  34 47 32.47852(N)    090 32 55.79816(W) AD(       ) 4
 EH2824  NAD 83(1986)-  34 47 32.48545(N)    090 32 55.79761(W) AD(       ) 4
 EH2824  NAD 27      -  34 47 32.13505(N)    090 32 55.41881(W) AD(       ) 3
 EH2824
 EH2824.Superseded values are not recommended for survey control.
 EH2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2824.See file dsdata.txt to determine how the superseded data were derived.
 EH2824
 EH2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2426152755(NAD 83)
 EH2824_MARKER: 45 = MICROWAVE TOWER
 EH2824
 EH2824  HISTORY     - Date     Condition        Report By
 EH2824  HISTORY     - 1979     FIRST OBSERVED   NGS
 EH2824
 EH2824                          STATION DESCRIPTION
 EH2824
 EH2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2824'THE STATION, MARIANNA AMERICAN TELEPHONE AND TELEGRAPH
 EH2824'MICROWAVE, IS LIGHT ATOP (NOT CENTER).
 EH2824'IT IS A SKELETON STEEL TOWER, RED AND WHITE IN COLOR
 EH2824'AND 73 METERS IN HEIGHT.  IT IS OWNED BY AMERICAN TELEPHONE AND
 EH2824'TELEGRAPH COMPANY.
 EH2824'
 EH2824'THE STATION IS LOCATED
 EH2824'28.9 KM NORTH OF HELENA, 20.1 KM EAST OF
 EH2824'MARIANNA, 19.3 KM SOUTH-SOUTHWEST OF HUGHES,
 EH2824'6.4 KM WEST OF MISSISSIPPI RIVER, 152 METERS WEST OF
 EH2824'MILEPOST 203/204 AND 122 METERS NORTHWEST OF TOP OF MAIN LEVEE
 EH2824'ON WEST SIDE OF MISSISSIPPI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2890 ***********************************************************************
 EH2890  DESIGNATION -  MARIANNA FED COMP CO WATER TK
 EH2890  PID         -  EH2890
 EH2890  STATE/COUNTY-  AR/LEE
 EH2890  USGS QUAD   -  MARIANNA (1992)
 EH2890
 EH2890                         *CURRENT SURVEY CONTROL
 EH2890  ___________________________________________________________________
 EH2890* NAD 83(1997)-  34 46 36.87024(N)    090 46 09.03108(W)     ADJUSTED  
 EH2890* NAVD 88     -                                                        
 EH2890  ___________________________________________________________________
 EH2890  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EH2890  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH2890
 EH2890  HORZ ORDER  -  THIRD
 EH2890
 EH2890.The horizontal coordinates were established by classical geodetic methods
 EH2890.and adjusted by the National Geodetic Survey in September 1999..
 EH2890
 EH2890
 EH2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2890
 EH2890.The geoid height was determined by GEOID03.
 EH2890
 EH2890;                    North         East     Units Scale Factor Converg.
 EH2890;SPC AR S     -   634,737.354   512,661.381   MT  1.00000230   +0 41 20.0
 EH2890;SPC AR S     - 2,082,467.47  1,681,956.55   sFT  1.00000230   +0 41 20.0
 EH2890;SPC AR N     -    49,915.890   512,664.782   MT  1.00003443   +0 42 58.4
 EH2890;SPC AR N     -   163,765.72  1,681,967.71   sFT  1.00003443   +0 42 58.4
 EH2890;UTM  15      - 3,850,570.908   704,135.566   MT  1.00011363   +1 16 22.3
 EH2890
 EH2890                          SUPERSEDED SURVEY CONTROL
 EH2890
 EH2890  NAD 83(1997)-  34 46 36.87296(N)    090 46 09.02949(W) AD(       ) 4
 EH2890  NAD 83(1997)-  34 46 36.87459(N)    090 46 09.02859(W) AD(       ) 4
 EH2890  NAD 83(1986)-  34 46 36.87791(N)    090 46 09.02853(W) AD(       ) 4
 EH2890  NAD 27      -  34 46 36.53000(N)    090 46 08.62800(W) AD(       ) 3
 EH2890
 EH2890.Superseded values are not recommended for survey control.
 EH2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2890.See file dsdata.txt to determine how the superseded data were derived.
 EH2890
 EH2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0413650571(NAD 83)
 EH2890_MARKER: 53 = ELEVATED TANK
 EH2890
 EH2890  HISTORY     - Date     Condition        Report By
 EH2890  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2890  HISTORY     - 1965     GOOD             CGS
 EH2890
 EH2890                          STATION DESCRIPTION
 EH2890
 EH2890'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2890'THE STATION IS LOCATED IN THE WEST PART OF MARIANNA, 0.1
 EH2890'MILE WEST OF ALABAMA STREET AND 0.1 MILE NORTH OF CHESTNUT
 EH2890'STREET.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A TANK
 EH2890'WITH A CONICAL SHAPED ROOF AND HAS AN OVERALL HEIGHT OF
 EH2890'APPROXIMATELY 135 FEET.
 EH2890'
 EH2890'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 EH2890
 EH2890                          STATION RECOVERY (1965)
 EH2890
 EH2890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2890'STATION WAS RECOVERED AND FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2891 ***********************************************************************
 EH2891  DESIGNATION -  MARIANNA MUNICIPAL TANK
 EH2891  PID         -  EH2891
 EH2891  STATE/COUNTY-  AR/LEE
 EH2891  USGS QUAD   -  MARIANNA (1992)
 EH2891
 EH2891                         *CURRENT SURVEY CONTROL
 EH2891  ___________________________________________________________________
 EH2891* NAD 83(1997)-  34 46 29.81848(N)    090 45 55.72796(W)     ADJUSTED  
 EH2891* NAVD 88     -                                                        
 EH2891  ___________________________________________________________________
 EH2891  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EH2891  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH2891
 EH2891  HORZ ORDER  -  THIRD
 EH2891
 EH2891.The horizontal coordinates were established by classical geodetic methods
 EH2891.and adjusted by the National Geodetic Survey in September 1999..
 EH2891
 EH2891
 EH2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2891
 EH2891.The geoid height was determined by GEOID03.
 EH2891
 EH2891;                    North         East     Units Scale Factor Converg.
 EH2891;SPC AR S     -   634,524.138   513,002.229   MT  1.00000186   +0 41 27.4
 EH2891;SPC AR S     - 2,081,767.94  1,683,074.81   sFT  1.00000186   +0 41 27.4
 EH2891;SPC AR N     -    49,702.829   513,005.742   MT  1.00003491   +0 43 06.1
 EH2891;SPC AR N     -   163,066.70  1,683,086.34   sFT  1.00003491   +0 43 06.1
 EH2891;UTM  15      - 3,850,361.152   704,478.608   MT  1.00011536   +1 16 29.7
 EH2891
 EH2891                          SUPERSEDED SURVEY CONTROL
 EH2891
 EH2891  NAD 83(1997)-  34 46 29.82119(N)    090 45 55.72641(W) AD(       ) 4
 EH2891  NAD 83(1997)-  34 46 29.82285(N)    090 45 55.72549(W) AD(       ) 4
 EH2891  NAD 83(1986)-  34 46 29.82619(N)    090 45 55.72537(W) AD(       ) 4
 EH2891  NAD 27      -  34 46 29.47800(N)    090 45 55.32500(W) AD(       ) 3
 EH2891
 EH2891.Superseded values are not recommended for survey control.
 EH2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2891.See file dsdata.txt to determine how the superseded data were derived.
 EH2891
 EH2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0447950361(NAD 83)
 EH2891_MARKER: 53 = ELEVATED TANK
 EH2891
 EH2891  HISTORY     - Date     Condition        Report By
 EH2891  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2891  HISTORY     - 1965     GOOD             CGS
 EH2891
 EH2891                          STATION DESCRIPTION
 EH2891
 EH2891'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2891'THE STATION IS LOCATED 1 BLOCK EAST OF ALABAMA STREET AND
 EH2891'100 FEET NORTH OF CHESTNUT STREET IN MARIANNA.  IT IS A 4
 EH2891'LEGGED STEEL STRUCTURE SUPPORTING A TANK WITH A CONICAL SHAPED
 EH2891'ROOF AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 150 FEET.
 EH2891'
 EH2891'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 EH2891
 EH2891                          STATION RECOVERY (1965)
 EH2891
 EH2891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2891'STATION WAS RECOVERED AND FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2865 ***********************************************************************
 EH2865  DESIGNATION -  MARIANNA RAD STA KLN 71 TOWER
 EH2865  PID         -  EH2865
 EH2865  STATE/COUNTY-  AR/LEE
 EH2865  USGS QUAD   -  LA GRANGE (1982)
 EH2865
 EH2865                         *CURRENT SURVEY CONTROL
 EH2865  ___________________________________________________________________
 EH2865* NAD 83(1997)-  34 43 13.75635(N)    090 43 27.67122(W)     ADJUSTED  
 EH2865* NAVD 88     -                                                        
 EH2865  ___________________________________________________________________
 EH2865  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EH2865  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH2865
 EH2865  HORZ ORDER  -  THIRD
 EH2865
 EH2865.The horizontal coordinates were established by classical geodetic methods
 EH2865.and adjusted by the National Geodetic Survey in September 1999..
 EH2865
 EH2865
 EH2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2865
 EH2865.The geoid height was determined by GEOID03.
 EH2865
 EH2865;                    North         East     Units Scale Factor Converg.
 EH2865;SPC AR S     -   628,529.025   516,841.885   MT  0.99999003   +0 42 50.3
 EH2865;SPC AR S     - 2,062,098.98  1,695,672.08   sFT  0.99999003   +0 42 50.3
 EH2865;UTM  15      - 3,844,404.669   708,379.603   MT  1.00013522   +1 17 47.8
 EH2865
 EH2865                          SUPERSEDED SURVEY CONTROL
 EH2865
 EH2865  NAD 83(1997)-  34 43 13.75911(N)    090 43 27.66885(W) AD(       ) 4
 EH2865  NAD 83(1997)-  34 43 13.75981(N)    090 43 27.66834(W) AD(       ) 4
 EH2865  NAD 83(1986)-  34 43 13.76275(N)    090 43 27.66967(W) AD(       ) 4
 EH2865  NAD 27      -  34 43 13.42149(N)    090 43 27.25784(W) AD(       ) 3
 EH2865
 EH2865.Superseded values are not recommended for survey control.
 EH2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2865.See file dsdata.txt to determine how the superseded data were derived.
 EH2865
 EH2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0838044405(NAD 83)
 EH2865_MARKER: 43 = RADIO/TV TOWER
 EH2865
 EH2865  HISTORY     - Date     Condition        Report By
 EH2865  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2865
 EH2865                          STATION DESCRIPTION
 EH2865
 EH2865'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2865'THE STATION IS THE RED LIGHT AT THE TOP OF THE TOWER.  IT
 EH2865'IS A 4 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 EH2865'OF INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT OF THE
 EH2865'STRUCTURE IS 162.5 FEET.
 EH2865'
 EH2865'LOCATED ABOUT 5 MILES SOUTHEAST OF MARIANNA AND IS OWNED
 EH2865'AND OPERATED BY THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 EH2865'
 EH2865'TO REACH FROM THE INTERSECTION OF MAIN AND POPLAR STREETS
 EH2865'IN MARIANNA, GO SOUTHEASTERLY ON STATE HIGHWAY 44 FOR 5.1
 EH2865'MILES TO THE TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2869 ***********************************************************************
 EH2869  DESIGNATION -  MARIANNA RAD STA KZOT N MAST
 EH2869  PID         -  EH2869
 EH2869  STATE/COUNTY-  AR/LEE
 EH2869  USGS QUAD   -  RONDO (1971)
 EH2869
 EH2869                         *CURRENT SURVEY CONTROL
 EH2869  ___________________________________________________________________
 EH2869* NAD 83(1997)-  34 44 46.12014(N)    090 47 44.52031(W)     ADJUSTED  
 EH2869* NAVD 88     -                                                        
 EH2869  ___________________________________________________________________
 EH2869  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 EH2869  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH2869
 EH2869  HORZ ORDER  -  THIRD
 EH2869
 EH2869.The horizontal coordinates were established by classical geodetic methods
 EH2869.and adjusted by the National Geodetic Survey in September 1999..
 EH2869
 EH2869
 EH2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2869
 EH2869.The geoid height was determined by GEOID03.
 EH2869
 EH2869;                    North         East     Units Scale Factor Converg.
 EH2869;SPC AR S     -   631,295.885   510,273.743   MT  0.99999549   +0 40 26.5
 EH2869;SPC AR S     - 2,071,176.58  1,674,123.11   sFT  0.99999549   +0 40 26.5
 EH2869;UTM  15      - 3,847,104.931   701,782.834   MT  1.00010186   +1 15 24.3
 EH2869
 EH2869                          SUPERSEDED SURVEY CONTROL
 EH2869
 EH2869  NAD 83(1997)-  34 44 46.12319(N)    090 47 44.51851(W) AD(       ) 4
 EH2869  NAD 83(1997)-  34 44 46.12435(N)    090 47 44.51788(W) AD(       ) 4
 EH2869  NAD 83(1986)-  34 44 46.12783(N)    090 47 44.51744(W) AD(       ) 4
 EH2869  NAD 27      -  34 44 45.77474(N)    090 47 44.11045(W) AD(       ) 3
 EH2869
 EH2869.Superseded values are not recommended for survey control.
 EH2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2869.See file dsdata.txt to determine how the superseded data were derived.
 EH2869
 EH2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0178347105(NAD 83)
 EH2869_MARKER: 42 = RADIO/TV MAST
 EH2869
 EH2869  HISTORY     - Date     Condition        Report By
 EH2869  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2869
 EH2869                          STATION DESCRIPTION
 EH2869
 EH2869'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2869'STATION IS THE RED LIGHT AT THE TOP OF THE NORTH 1 OF 2
 EH2869'MAST.  IT IS A 3 LEGGED, STEEL, GUYED STRUCTURE, PAINTED IN
 EH2869'ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.  THE
 EH2869'OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 170 FEET.  LOCATED
 EH2869'AT THE SOUTHWEST EDGE OF MARIANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0185 ***********************************************************************
 DL0185  DESIGNATION -  MARIE SALINE BOLT
 DL0185  PID         -  DL0185
 DL0185  STATE/COUNTY-  AR/ASHLEY
 DL0185  USGS QUAD   -  MARAIS SALINE (1981)
 DL0185
 DL0185                         *CURRENT SURVEY CONTROL
 DL0185  ___________________________________________________________________
 DL0185* NAD 83(1986)-  33 08 57.     (N)    092 06 17.     (W)     SCALED    
 DL0185* NAVD 88     -        19.313  (meters)      63.36   (feet)  ADJUSTED  
 DL0185  ___________________________________________________________________
 DL0185  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DL0185  DYNAMIC HT  -          19.292 (meters)      63.29  (feet)  COMP
 DL0185  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 DL0185
 DL0185  VERT ORDER  -  SECOND    CLASS 0
 DL0185
 DL0185.The horizontal coordinates were scaled from a topographic map and have
 DL0185.an estimated accuracy of +/- 6 seconds.
 DL0185
 DL0185.The orthometric height was determined by differential leveling
 DL0185.and adjusted by the National Geodetic Survey in June 1991..
 DL0185
 DL0185.The geoid height was determined by GEOID03.
 DL0185
 DL0185.The dynamic height is computed by dividing the NAVD 88
 DL0185.geopotential number by the normal gravity value computed on the
 DL0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0185.degrees latitude (g = 980.6199 gals.).
 DL0185
 DL0185.The modeled gravity was interpolated from observed gravity values.
 DL0185
 DL0185;                    North         East    Units  Estimated Accuracy
 DL0185;SPC AR S     -   453,520.      390,230.      MT  (+/- 180 meters Scaled)
 DL0185
 DL0185                          SUPERSEDED SURVEY CONTROL
 DL0185
 DL0185  NGVD 29 (??/??/92)   19.369  (m)           63.55   (f) ADJ UNCH    2 0
 DL0185
 DL0185.Superseded values are not recommended for survey control.
 DL0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0185.See file dsdata.txt to determine how the superseded data were derived.
 DL0185
 DL0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS834681(NAD 83)
 DL0185_MARKER: B = BOLT
 DL0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0185_STAMPING: USEBM
 DL0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0185
 DL0185  HISTORY     - Date     Condition        Report By
 DL0185  HISTORY     - UNK      MONUMENTED       USE
 DL0185  HISTORY     - 1934     GOOD             NGS
 DL0185
 DL0185                          STATION DESCRIPTION
 DL0185
 DL0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0185'9 MI W FROM CROSSETT.
 DL0185'9 MILES WEST ALONG U. S. HIGHWAY 82 FROM CROSSETT, ASHLEY COUNTY, AT
 DL0185'MARIE SALINE LANDING (LOCALLY KNOWN AS MARCELINE LANDING,) 270 YARDS
 DL0185'EAST OF OUACHITA RIVER, 200 YARDS SOUTH OF THE TOLLHOUSE ON THE
 DL0185'HIGHWAY BRIDGE OVER THE RIVER, AND 15 FEET NORTH OF A WOODS ROAD
 DL0185'LEADING TO THE RIVER.  A COPPER BOLT LEADED IN A LIMESTONE BLOCK 18
 DL0185'INCHES SQUARE AND SET 4 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 DL0185'THROUGH AN IRON PIPE BEARING A CAP STAMPED USEBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0153 ***********************************************************************
 FF0153  DESIGNATION -  MARION
 FF0153  PID         -  FF0153
 FF0153  STATE/COUNTY-  AR/CRITTENDEN
 FF0153  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0153
 FF0153                         *CURRENT SURVEY CONTROL
 FF0153  ___________________________________________________________________
 FF0153* NAD 83(1997)-  35 13 15.78081(N)    090 12 10.62306(W)     ADJUSTED  
 FF0153* NAVD 88     -        67.073  (meters)     220.06   (feet)  ADJUSTED  
 FF0153  ___________________________________________________________________
 FF0153  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FF0153  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0153  DYNAMIC HT  -          67.013 (meters)     219.86  (feet)  COMP
 FF0153  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 FF0153
 FF0153  HORZ ORDER  -  FIRST
 FF0153  VERT ORDER  -  FIRST     CLASS II
 FF0153
 FF0153.The horizontal coordinates were established by classical geodetic methods
 FF0153.and adjusted by the National Geodetic Survey in September 1999..
 FF0153
 FF0153.The orthometric height was determined by differential leveling
 FF0153.and adjusted by the National Geodetic Survey in June 1991..
 FF0153
 FF0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0153
 FF0153.The geoid height was determined by GEOID03.
 FF0153
 FF0153.The dynamic height is computed by dividing the NAVD 88
 FF0153.geopotential number by the normal gravity value computed on the
 FF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0153.degrees latitude (g = 980.6199 gals.).
 FF0153
 FF0153.The modeled gravity was interpolated from observed gravity values.
 FF0153
 FF0153;                    North         East     Units Scale Factor Converg.
 FF0153;SPC AR N     -    99,977.450   563,590.634   MT  0.99995590   +1 02 44.5
 FF0153;SPC AR N     -   328,009.35  1,849,046.94   sFT  0.99995590   +1 02 44.5
 FF0153;SPC TN       -   106,707.855   217,470.594   MT  1.00000524   -2 27 38.1
 FF0153;SPC TN       -   350,090.69    713,484.77   sFT  1.00000524   -2 27 38.1
 FF0153;UTM  15      - 3,901,142.656   754,581.191   MT  1.00039881   +1 36 50.5
 FF0153
 FF0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0153!SPC AR N     -   0.99999376  x   0.99995590  =   0.99994966
 FF0153!SPC TN       -   0.99999376  x   1.00000524  =   0.99999900
 FF0153!UTM  15      -   0.99999376  x   1.00039881  =   1.00039256
 FF0153
 FF0153|---------------------------------------------------------------------|
 FF0153| PID    Reference Object                     Distance      Geod. Az  |
 FF0153|                                                           dddmmss.s |
 FF0153| CI4577 MARION RM 1                          90.300 METERS 00317     |
 FF0153| FF2241 MARION RM 4                           7.468 METERS 01417     |
 FF0153| FF1640 MARION RM 3                          52.420 METERS 02557     |
 FF0153| FF2242 MARION RM 5                          32.135 METERS 08854     |
 FF0153| FF0152 MARION RM 2                         130.202 METERS 09318     |
 FF0153| FF1983 MEMPHIS FIRESTONE TIRE CO STK       APPROX.16.7 KM 1065902.2 |
 FF0153| FF1978 NATIONAL MEMPHIS GARAGE OCC LT      APPROX.18.7 KM 1221658.1 |
 FF0153| FF2000 MEMPHIS TVA STEAM PLANT N STK       APPROX.17.4 KM 1270134.4 |
 FF0153| FF1968 RADIO STATION KWEM MAST             APPROX.13.9 KM 1341803.7 |
 FF0153| FF2013 MEMPHIS INTL HARVESTER TANK         APPROX.17.2 KM 1353549.7 |
 FF0153| FF1970 US ENGINEERS RADIO MAST             APPROX.13.8 KM 1353735.8 |
 FF0153| FF2036 WEST MEMPHIS FED TANK               APPROX. 8.6 KM 1644953.3 |
 FF0153| FF2035 W MEMPHIS COTTON OIL MILL TK        APPROX. 7.4 KM 1665425.1 |
 FF0153| FF2038 WEST MEMPHIS S MUNICIPAL TANK       APPROX. 8.6 KM 1675325.4 |
 FF0153| FF2037 WEST MEMPHIS N MUNICIPAL TANK       APPROX. 7.3 KM 1683233.1 |
 FF0153| FF2034 W MEMPHIS PLANTERS COMPRESS TK      APPROX.10.0 KM 1702900.7 |
 FF0153| FF0243 BOLLINGER                           APPROX. 9.0 KM 1741229.2 |
 FF0153| CI4576 MARION AZ MK                                       1962944.6 |
 FF0153|---------------------------------------------------------------------|
 FF0153
 FF0153                          SUPERSEDED SURVEY CONTROL
 FF0153
 FF0153  NAD 83(1997)-  35 13 15.78110(N)    090 12 10.62302(W) AD(       ) 1
 FF0153  NAD 83(1997)-  35 13 15.78676(N)    090 12 10.62377(W) AD(       ) 1
 FF0153  NAD 83(1997)-  35 13 15.79105(N)    090 12 10.62380(W) AD(       ) 1
 FF0153  NAD 83(1986)-  35 13 15.79145(N)    090 12 10.62381(W) AD(       ) 1
 FF0153  NAD 27      -  35 13 15.46920(N)    090 12 10.28210(W) AD(       ) 1
 FF0153  NGVD 29 (??/??/??)   67.035  (m)          219.93   (f) ADJUSTED    1 2
 FF0153
 FF0153.Superseded values are not recommended for survey control.
 FF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0153.See file dsdata.txt to determine how the superseded data were derived.
 FF0153
 FF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5458101143(NAD 83)
 FF0153_MARKER: DS = TRIANGULATION STATION DISK
 FF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0153_STAMPING: MARION 1929
 FF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0153+STABILITY: SURFACE MOTION
 FF0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0153+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FF0153
 FF0153  HISTORY     - Date     Condition        Report By
 FF0153  HISTORY     - 1929     MONUMENTED       CGS
 FF0153  HISTORY     - 1935     GOOD             CGS
 FF0153  HISTORY     - 1938     GOOD             CGS
 FF0153  HISTORY     - 1943     GOOD             USE
 FF0153  HISTORY     - 1944     GOOD             CGS
 FF0153  HISTORY     - 1954     GOOD             CGS
 FF0153  HISTORY     - 1956     GOOD             CGS
 FF0153  HISTORY     - 1979     GOOD             NGS
 FF0153  HISTORY     - 20021016 GOOD             USACE
 FF0153  HISTORY     - 20050805 GOOD             GEOCAC
 FF0153
 FF0153                          STATION DESCRIPTION
 FF0153
 FF0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FF0153'ABOUT 1/4 MILE NORTH OF MARION, ON WEST SIDE OF
 FF0153'SCHOOLHOUSE (BRICK STRUCTURE ON U.S. ROUTE 61), 92 METERS (302 FEET)
 FF0153'SOUTH OF ROAD RUNNING EAST AND WEST ALONG NORTH SIDE OF SCHOOL
 FF0153'PROPERTY, 145 METERS (476 FEET) WEST OF CENTER LINE OF ROUTE 61,
 FF0153'AND 16.6 METERS (54 FEET) SOUTH OF A LITTLE-USED ROAD
 FF0153'RUNNING AROUND SOUTH SIDE OF SCHOOL.  SURFACE AND UNDERGROUND
 FF0153'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FF0153'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FF0153'NO. 1 IS 3.75 METERS (12.3 FEET) NORTH OF EAST-AND-WEST
 FF0153'ROAD, 8.10 METERS (26.6 FEET) SOUTHEAST OF SOUTHEAST CORNER
 FF0153'OF PORCH OF HOUSE, AND 90.30 METERS (296.3 FEET) FROM STATION,
 FF0153'N 02 DEG 54 MIN E.  NO. 2 IS 14.9 METERS (49 FEET)
 FF0153'WEST OF CENTER LINE OF ROUTE 61, 32.85 METERS (107.8 FEET)
 FF0153'SOUTHEAST OF CORNER OF SCHOOL, AND 130.35 METERS (427.7 FEET)
 FF0153'FROM STATION, S 86 DEG 42 MIN 02 SEC E.
 FF0153
 FF0153                          STATION RECOVERY (1935)
 FF0153
 FF0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GOW)
 FF0153'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND THE
 FF0153'ORIGINAL DESCRIPTION IS ADEQUATE.
 FF0153
 FF0153                          STATION RECOVERY (1938)
 FF0153
 FF0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (SAD)
 FF0153'THE STATION IS 18 FEET S OF THE LINE OF THE S END OF THE SCHOOL
 FF0153'BUILDING, AND 55 FEET N OF A LITTLE USED ROAD RUNNING AROUND S
 FF0153'SIDE OF SCHOOL.
 FF0153'
 FF0153'NOTE- ABOVE DATA FROM CAHIER OF MAGNETIC OBSERVATIONS CHECKED BY
 FF0153'CEDRIC W. KROLL.
 FF0153
 FF0153                          STATION RECOVERY (1943)
 FF0153
 FF0153'RECOVERY NOTE BY US ENGINEERS 1943
 FF0153'DISTANCE FROM STATION TO R.M. 1 SHOULD BE 302.93 FT., RATHER
 FF0153'THAN 296.3 AS PUBLISHED
 FF0153'
 FF0153'A HOUSE HAS BEEN BUILT SO THAT R.M. 1 CANNOT BE OBSERVED FROM
 FF0153'THE STATION.  THE SE CORNER OF THE HOUSE PROJECTS ABOUT 2 FT.
 FF0153'OVER THE LINE OF SIGHT.
 FF0153
 FF0153                          STATION RECOVERY (1944)
 FF0153
 FF0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JCB)
 FF0153'THE LANE IS NOW A GRADED STREET AND THE STATION IS 48 FEET N
 FF0153'OF ITS CENTER LINE.
 FF0153
 FF0153                          STATION RECOVERY (1954)
 FF0153
 FF0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0153'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 FF0153'TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TO
 FF0153'BE OBSTRUCTED AND WAS THEREFORE DESTROYED.  A NEW REFERENCE MARK
 FF0153'NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED.
 FF0153'
 FF0153'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 FF0153'
 FF0153'THE STATION IS LOCATED IN THE NORTH PART OF MARION, ABOUT 0.5 MILE
 FF0153'NORTHWEST OF THE COURTHOUSE IN THE SOUTHWEST CORNER OF THE J.S.
 FF0153'FELIX SCHOOL YARD, 173 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FF0153'THE GYMNASIUM, 55 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET
 FF0153'AND 50 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET.  IT IS
 FF0153'STAMPED MARION 1929 AND PROJECTS 10 INCHES.
 FF0153'
 FF0153'REFERENCE MARK NO. 2 IS IN THE SOUTHEAST CORNER OF THE SCHOOL
 FF0153'YARD, 96 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE,
 FF0153'50 FEET WEST OF THE CENTER OF A NORTHWEST-SOUTHEAST HARD SURFACED
 FF0153'ROAD AND 20 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET.
 FF0153'IT IS STAMPED MARION NO 2 1929 AND PROJECTS 8 INCHES.
 FF0153'
 FF0153'REFERENCE MARK NO. 3 IS 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER
 FF0153'OF THE GYMNASIUM.  IT IS STAMPED MARION NO 3 1929 AND IS FLUSH
 FF0153'WITH THE GROUND SURFACE.
 FF0153'
 FF0153'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A CHURCH YARD, 200 FEET
 FF0153'EAST OF THE INTERSECTION OF U.S. HIGHWAYS 64, 63 AND 61, 150 FEET
 FF0153'NORTH OF A CHURCH, 75 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 FF0153'ROAD, 1 FOOT EAST OF A POWER LINE POLE AND 1 FOOT NORTH OF A
 FF0153'WITNESS POST.  IT IS STAMPED MARION 1929 1954 AND PROJECTS 2
 FF0153'INCHES.
 FF0153'
 FF0153'TO REACH THE STATION FROM THE POST OFFICE IN MARION, GO WEST
 FF0153'FOR 0.05 MILE TO AN INTERSECTION JUST AFTER CROSSING RAILROAD
 FF0153'TRACKS, (CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE AZIMUTH MARK
 FF0153'ON LEFT AS DESCRIBED).  TURN RIGHT AND GO NORTH AND NORTHWEST
 FF0153'ON HARD SURFACED ROAD FOR 0.5 MILE TO A T ROAD LEFT AT THE J.S.
 FF0153'FELIX SCHOOL, TURN LEFT AND GO WEST FOR 0.1 MILE TO THE STATION
 FF0153'ON RIGHT IN THE SOUTHWEST CORNER OF SCHOOL YARD AS DESCRIBED.
 FF0153
 FF0153                          STATION RECOVERY (1956)
 FF0153
 FF0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0153'AT MARION.
 FF0153'AT MARION, 0.5 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0153'RAILWAY, THENCE ABOUT 0.1 MILE WEST ACROSS A FIELD, THENCE
 FF0153'ABOUT 0.1 MILE WEST ALONG A STREET WHICH FOLLOWS THE SOUTH SIDE
 FF0153'OF SCHOOL YARD OF J.S. FELIX SCHOOL FOR COLORED, 58 FEET NORTH
 FF0153'OF CENTER LINE OF EAST-WEST STREET, 58 FEET EAST OF CENTER
 FF0153'LINE OF NORTH-SOUTH STREET, IN SOUTHWEST CORNER OF SCHOOL YARD,
 FF0153'427.1 FEET WEST OF RM NO. 2, 172 FEET SOUTHWEST OF RM NO. 3,
 FF0153'172 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF GYMNASIUM BUILDING
 FF0153'(CORRUGATED TIN BUILDING), 52 FEET NORTHEAST OF A POWER POLE,
 FF0153'ABOUT LEVEL WITH STREETS AND SET IN THE TOP OF A CONCRETE
 FF0153'POST PROJECTING 4 INCHES.
 FF0153
 FF0153                          STATION RECOVERY (1979)
 FF0153
 FF0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF0153'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED
 FF0153'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FF0153'NOT RECOVERED.  NO SUITABLE LOCATION WAS FOUND TO
 FF0153'ESTABLISH A NEW AZIMUTH MARK.  THE DISTANCE TO REFERENCE
 FF0153'MARK 2 WAS NOTED AND VERIFIED TO BE 0.06 FOOT LONGER THAN
 FF0153'THE 1954 OBSERVATIONS.  REFERENCE MARK 3 WAS FOUND TO BE
 FF0153'OBSTRUCTED BY A BUILDING.  REFERENCE MARKS 4 AND 5 WERE
 FF0153'ESTABLISHED AT THIS TIME.
 FF0153'
 FF0153'THE STATION IS LOCATED ON THE GROUNDS NEAR THE SOUTHWEST
 FF0153'CORNER OF THE J.S. FELIX SCHOOL IN THE NORTH PART OF MARION.
 FF0153'
 FF0153'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 77
 FF0153'AND MILITARY ROAD IN MARION, GO NORTHWEST ON STATE HIGHWAY 77
 FF0153'FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 FF0153'SOUTHWEST ON A PAVED ROAD FOR ABOUT 200 FEET TO A GATE ON
 FF0153'THE RIGHT INTO A SCHOOL YARD.  THE STATION IS ABOUT
 FF0153'200 FEET SOUTHWEST.
 FF0153'
 FF0153'THE STATION IS A STANDARD CGS DISK
 FF0153'STAMPED---MARION 1929---,
 FF0153'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FF0153'FLUSH WITH GROUND.  IT IS LOCATED
 FF0153'14.0 METERS NORTHEAST FROM A FENCE CORNER AND
 FF0153'4.3 METERS SOUTHWEST FROM THE SOUTHWEST CORNER OF THE GYMNASIUM.
 FF0153'
 FF0153'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 FF0153'STAMPED---MARION NO 2 1929---,
 FF0153'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FF0153'FLUSH WITH GROUND.  IT IS LOCATED
 FF0153'15.0 METERS WEST FROM THE CENTER OF STATE HIGHWAY 77,
 FF0153'6.2 METERS NORTH FROM THE CENTER OF THE PAVED STREET AND
 FF0153'4.7 METERS WEST FROM A FENCE CORNER.
 FF0153'MARK IS LEVEL WITH STATION.
 FF0153'
 FF0153'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 FF0153'STAMPED---MARION NO 3 1929---,
 FF0153'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FF0153'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 FF0153'4.10 METERS WEST FROM THE SOUTHWEST ENTRANCE TO A BUILDING,
 FF0153'4.10 METERS EAST FROM A POWER POLE WITH A METER AND
 FF0153'0.30 METER SOUTH FROM A METAL SIDED BUILDING.
 FF0153'MARK IS LEVEL WITH STATION.
 FF0153'
 FF0153'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 FF0153'STAMPED---MARION 1929 NO 4 1979---,
 FF0153'CEMENTED INTO A DRILL HOLE IN THE WEST CONCRETE ENTRANCE
 FF0153'STEP TO THE GYMNASIUM.
 FF0153'IT IS LOCATED
 FF0153'11.59 METERS WEST FROM A FENCE,
 FF0153'4.42 METERS NORTH-NORTHWEST FROM THE SOUTHWEST CORNER OF THE
 FF0153'GYMNASIUM AND
 FF0153'1.30 METERS SOUTHWEST FROM THE CENTER OF THE WEST ENTRANCE TO THE
 FF0153'GYMNASIUM.
 FF0153'MARK IS LEVEL WITH STATION.
 FF0153'
 FF0153'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK
 FF0153'STAMPED---MARION 1929 NO 5 1979---,
 FF0153'CEMENTED INTO A DRILL HOLE IN THE SOUTH ENTRANCE TO THE GYMNASIUM.
 FF0153'IT IS LOCATED
 FF0153'10.07 METERS NORTH FROM A FENCE,
 FF0153'6.30 METERS WEST FROM THE SOUTHEAST CORNER OF A BUILDING AND
 FF0153'1.38 METERS SOUTHWEST FROM THE CENTER OF THE SOUTH CONCRETE TO
 FF0153'ENTRANCE THE GYMNASIUM.
 FF0153'MARK IS LEVEL WITH STATION.
 FF0153'
 FF0153'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF BUILDINGS
 FF0153'ON LINE.
 FF0153'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 16.1 METERS.
 FF0153'A GEODIMETER TIE WAS MADE TO TRIANGULATION BEEF UTILIZING A
 FF0153'G-MAST.
 FF0153
 FF0153                          STATION RECOVERY (2002)
 FF0153
 FF0153'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0153'RECOVERED IN GOOD CONDITION.
 FF0153
 FF0153                          STATION RECOVERY (2005)
 FF0153
 FF0153'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FF0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1376 ***********************************************************************
 DL1376  DESIGNATION -  MARION
 DL1376  PID         -  DL1376
 DL1376  STATE/COUNTY-  AR/OUACHITA
 DL1376  USGS QUAD   -  BUENA VISTA (1962)
 DL1376
 DL1376                         *CURRENT SURVEY CONTROL
 DL1376  ___________________________________________________________________
 DL1376* NAD 83(1997)-  33 28 25.30125(N)    092 55 37.93392(W)     ADJUSTED  
 DL1376* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 DL1376  ___________________________________________________________________
 DL1376  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DL1376  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL1376
 DL1376  HORZ ORDER  -  FIRST
 DL1376
 DL1376.The horizontal coordinates were established by classical geodetic methods
 DL1376.and adjusted by the National Geodetic Survey in September 1999..
 DL1376
 DL1376.The orthometric height was scaled from a topographic map.
 DL1376
 DL1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1376
 DL1376.The geoid height was determined by GEOID03.
 DL1376
 DL1376;                    North         East     Units Scale Factor Converg.
 DL1376;SPC AR S     -   489,900.313   313,819.914   MT  0.99996603   -0 31 08.2
 DL1376;SPC AR S     - 1,607,281.28  1,029,590.83   sFT  0.99996603   -0 31 08.2
 DL1376;UTM  15      - 3,703,805.164   506,763.741   MT  0.99960056   +0 02 24.5
 DL1376
 DL1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1376!SPC AR S     -   0.99998781  x   0.99996603  =   0.99995384
 DL1376!UTM  15      -   0.99998781  x   0.99960056  =   0.99958837
 DL1376
 DL1376|---------------------------------------------------------------------|
 DL1376| PID    Reference Object                     Distance      Geod. Az  |
 DL1376|                                                           dddmmss.s |
 DL1376| CY6940 MARION RM 1                          26.208 METERS 02402     |
 DL1376| CY6938 MARION AZ MK                                       0315933.1 |
 DL1376| CY6939 MARION AZ MK 2                                     1940104.9 |
 DL1376| DL1459 STEPHENS MUNICIPAL TANK             APPROX.15.5 KM 2431216.8 |
 DL1376| CY6941 MARION RM 2                          22.932 METERS 29546     |
 DL1376| DL1375 LOOKOUT TOWER 93 AFC                APPROX. 4.0 KM 2961354.6 |
 DL1376|---------------------------------------------------------------------|
 DL1376
 DL1376                          SUPERSEDED SURVEY CONTROL
 DL1376
 DL1376  NAD 83(1997)-  33 28 25.31012(N)    092 55 37.92611(W) AD(       ) 1
 DL1376  NAD 83(1986)-  33 28 25.31279(N)    092 55 37.92565(W) AD(       ) 1
 DL1376  NAD 27      -  33 28 24.88800(N)    092 55 37.33600(W) AD(       ) 1
 DL1376
 DL1376.Superseded values are not recommended for survey control.
 DL1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1376.See file dsdata.txt to determine how the superseded data were derived.
 DL1376
 DL1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0676403805(NAD 83)
 DL1376_MARKER: DS = TRIANGULATION STATION DISK
 DL1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1376
 DL1376  HISTORY     - Date     Condition        Report By
 DL1376  HISTORY     - 1941     MONUMENTED       CGS
 DL1376  HISTORY     - 1950     GOOD             CGS
 DL1376  HISTORY     - 1964     GOOD             CGS
 DL1376
 DL1376                          STATION DESCRIPTION
 DL1376
 DL1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1376'STATION MARION IS 2-1/2 MILES EAST SOUTHEAST OF BUENA VISTA,
 DL1376'9-1/2 MILES SOUTH SOUTHWEST OF CAMDEN, ON A WOODED RIDGE,
 DL1376'THE HIGHEST POINT IN THE VICINITY, NEAR THE CENTER OF SEC.
 DL1376'35, T14S, R18W.
 DL1376'
 DL1376'TO REACH FROM CAMDEN GO SOUTHWEST ON U.S. ROUTE 79 FOR 10.75
 DL1376'MILES TO TWO GAS STATIONS, ONE ON EACH SIDE OF THE HIGHWAY, IN
 DL1376'THE EDGE OF BUENA VISTA, TURN LEFT, SOUTH, AND GO 0.3 MILE,
 DL1376'TURN LEFT, EAST, AT T ROAD JUNCTION NEAR BUENA VISTA RAILROAD
 DL1376'STATION AND GO 2.1 MILES TO A WELL TRAVELED T ROAD LEADING
 DL1376'NORTH, TURN LEFT, NORTH, ON THIS T ROAD AND GO 1.35 MILES TO
 DL1376'THE STATION ON HIGHEST POINT OF THE RIDGE ON THE LEFT, WEST,
 DL1376'SIDE OF THE ROAD AT THIS POINT.  TO REACH THE AZIMUTH MARK
 DL1376'CONTINUE NORTH 0.3 MILE TO THE MARK 50 YARDS WEST OF THE
 DL1376'ROAD.
 DL1376'
 DL1376'STATION MARK IS ON THE HIGHEST POINT OF THE LOW WOODED RIDGE,
 DL1376'137 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH
 DL1376'OF WHITE REFERENCE POST, IS STAMPED MARION 1941, AND PROJECTS
 DL1376'6 INCHES.
 DL1376'
 DL1376'R.M. NO. 1 IS 118 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DL1376'ABOUT 18 INCHES.  LOWER THAN THE STATION, IS STAMPED MARION
 DL1376'NO. 1 1941, AND PROJECTS 6 INCHES.
 DL1376'
 DL1376'R.M. NO. 2 IS ON THE WEST SIDE OF THE RIDGE, ABOUT 1 FOOT
 DL1376'LOWER THAN THE STATION, IS STAMPED MARION NO. 2 1941, AND
 DL1376'PROJECTS 8 INCHES.
 DL1376'
 DL1376'AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION IN A CLEAR
 DL1376'AREA 92 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST
 DL1376'OF WHITE REFERENCE POST, IS STAMPED MARION 1941, AND PROJECTS
 DL1376'4 INCHES.
 DL1376'
 DL1376'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1376
 DL1376                          STATION RECOVERY (1950)
 DL1376
 DL1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1376'THE STATION, AND REFERENCE MARKS NOS 1 AND 2,
 DL1376'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 DL1376'MARK WAS DESTROYED AND A NEW AZIMUTH MARK,WAS
 DL1376'ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DL1376'
 DL1376'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH-SOUTHWEST OF
 DL1376'CAMDEN AND 2-1/2 MILES EAST-SOUTHEAST OF BUENA VISTA ON THE
 DL1376'HIGHEST POINT OF A PROMINENT WOODED RIDGE AND JUST WEST OF
 DL1376'A GRADED ROAD.  IT IS 140 FEET WEST OF THE CENTER OF GRADED
 DL1376'NORTH-SOUTH ROAD, 125 FEET SOUTH OF THE CENTER OF TRACK ROAD
 DL1376'AND 3-1/2 FEET NORTH OF WITNESS POST.  IT IS STAMPED MARION
 DL1376'1941 AND PROJECTS 3 INCHES.
 DL1376'
 DL1376'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, SET
 DL1376'IN AN OPEN AREA 40 FEET SOUTH OF THE CENTER OF TRACK ROAD.  IT IS
 DL1376'STAMPED MARION NO 1 1941 AND PROJECTS 2 INCHES.
 DL1376'
 DL1376'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, SET IN
 DL1376'AN OPEN AREA 25 FEET EAST OF THE CENTER OF TRACK ROAD.  IT
 DL1376'IS STAMPED MARION NO 2 1941 AND PROJECTS 2 INCHES.
 DL1376'
 DL1376'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 112.58 FEET.
 DL1376'
 DL1376'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE
 DL1376'STATION, 27 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD AND
 DL1376'2-1/2 FEET NORTH OF WITNESS POST.  IT IS STAMPED MARION 1950
 DL1376'AND PROJECTS 2 INCHES.
 DL1376'
 DL1376'TO REACH THE STATION FROM THE POST OFFICE IN BUENA VISTA,
 DL1376'(A SMALL VILLAGE 0.2 MILE SOUTH OF U.S. HIGHWAY 79 BETWEEN
 DL1376'CAMDEN AND STEPHENS) GO EAST ALONG THE NORTH SIDE OF RAILROAD
 DL1376'TRACKS FOR 0.05 MILE, CROSS RAILROAD TRACKS AND CONTINUE EAST
 DL1376'AND SOUTHEAST ON GRADED ROAD FOR 2.05 MILES TO REVERSED
 DL1376'FORK, TURN SHARP LEFT AND FOLLOW GRADED ROAD IN A NORTHEASTERLY
 DL1376'AND NORTHERLY DIRECTION FOR 1.05 MILES TO THE AZIMUTH MARK
 DL1376'ON THE EAST SIDE AS DESCRIBED, CONTINUE NORTHERLY ON GRADED
 DL1376'ROAD FOR 0.3 MILE TO TRACK ROAD LEFT UP SMALL HILL, TURN
 DL1376'LEFT ON TRACK ROAD AND PICK WAY UP THROUGH TIMBER FOR ABOUT
 DL1376'140 FEET TO THE STATION AS DESCRIBED.
 DL1376'
 DL1376'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 DL1376
 DL1376                          STATION RECOVERY (1964)
 DL1376
 DL1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1376'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1376'CONDITION.  THE AZIMUTH MARK IS 0.1 MILE SOUTHWEST OF A TRACK
 DL1376'ROAD LEADING SOUTHEAST AND IS ABOUT 60 YARDS SOUTHWEST OF
 DL1376'A LARGE STUMP THAT IS ON TOP OF LOW RIDGE.
 DL1376'
 DL1376'THE 1950 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2042 ***********************************************************************
 FF2042  DESIGNATION -  MARION CRITTENDEN CO MAST
 FF2042  PID         -  FF2042
 FF2042  STATE/COUNTY-  AR/CRITTENDEN
 FF2042  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2042
 FF2042                         *CURRENT SURVEY CONTROL
 FF2042  ___________________________________________________________________
 FF2042* NAD 83(1997)-  35 12 56.47767(N)    090 11 50.42558(W)     ADJUSTED  
 FF2042* NAVD 88     -                                                        
 FF2042  ___________________________________________________________________
 FF2042  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FF2042  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF2042
 FF2042  HORZ ORDER  -  THIRD
 FF2042
 FF2042.The horizontal coordinates were established by classical geodetic methods
 FF2042.and adjusted by the National Geodetic Survey in September 1999..
 FF2042
 FF2042
 FF2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2042
 FF2042.The geoid height was determined by GEOID03.
 FF2042
 FF2042;                    North         East     Units Scale Factor Converg.
 FF2042;SPC AR N     -    99,392.028   564,112.200   MT  0.99995650   +1 02 56.3
 FF2042;SPC AR N     -   326,088.68  1,850,758.11   sFT  0.99995650   +1 02 56.3
 FF2042;SPC TN       -   106,091.601   217,955.404   MT  1.00000623   -2 27 26.2
 FF2042;SPC TN       -   348,068.86    715,075.35   sFT  1.00000623   -2 27 26.2
 FF2042;UTM  15      - 3,900,562.178   755,108.770   MT  1.00040213   +1 37 01.4
 FF2042
 FF2042                          SUPERSEDED SURVEY CONTROL
 FF2042
 FF2042  NAD 83(1997)-  35 12 56.47785(N)    090 11 50.42561(W) AD(       ) 4
 FF2042  NAD 83(1997)-  35 12 56.48189(N)    090 11 50.42820(W) AD(       ) 4
 FF2042  NAD 83(1986)-  35 12 56.48807(N)    090 11 50.42684(W) AD(       ) 4
 FF2042  NAD 27      -  35 12 56.16633(N)    090 11 50.08518(W) AD(       ) 3
 FF2042
 FF2042.Superseded values are not recommended for survey control.
 FF2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2042.See file dsdata.txt to determine how the superseded data were derived.
 FF2042
 FF2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5510900562(NAD 83)
 FF2042_MARKER: 41 = ANTENNA MAST
 FF2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2042+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FF2042
 FF2042  HISTORY     - Date     Condition        Report By
 FF2042  HISTORY     - 1979     FIRST OBSERVED   NGS
 FF2042  HISTORY     - 20050805 GOOD             GEOCAC
 FF2042
 FF2042                          STATION DESCRIPTION
 FF2042
 FF2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2042'THE STATION, MARION CRITTENDEN COUNTY MAST, IS LIGHT TOP CENTER
 FF2042'OF AN ALTERNATE RED AND WHITE GUYED MAST WHICH IS 61 METERS IN
 FF2042'HEIGHT.  IT IS OWNED BY CRITTENDEN COUNTY SHERIFFS DEPARTMENT.
 FF2042'
 FF2042'THE STATION IS LOCATED
 FF2042'AT COURTHOUSE IN MARION.
 FF2042
 FF2042                          STATION RECOVERY (2005)
 FF2042
 FF2042'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FF2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2041 ***********************************************************************
 FF2041  DESIGNATION -  MARION MUNICIPAL TANK
 FF2041  PID         -  FF2041
 FF2041  STATE/COUNTY-  AR/CRITTENDEN
 FF2041  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2041
 FF2041                         *CURRENT SURVEY CONTROL
 FF2041  ___________________________________________________________________
 FF2041* NAD 83(1997)-  35 12 56.56515(N)    090 11 42.11670(W)     ADJUSTED  
 FF2041* NAVD 88     -                                                        
 FF2041  ___________________________________________________________________
 FF2041  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FF2041  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF2041
 FF2041  HORZ ORDER  -  THIRD
 FF2041
 FF2041.The horizontal coordinates were established by classical geodetic methods
 FF2041.and adjusted by the National Geodetic Survey in September 1999..
 FF2041
 FF2041
 FF2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2041
 FF2041.The geoid height was determined by GEOID03.
 FF2041
 FF2041;                    North         East     Units Scale Factor Converg.
 FF2041;SPC AR N     -    99,398.573   564,322.247   MT  0.99995649   +1 03 01.1
 FF2041;SPC AR N     -   326,110.15  1,851,447.24   sFT  0.99995649   +1 03 01.1
 FF2041;SPC TN       -   106,085.288   218,165.468   MT  1.00000623   -2 27 21.4
 FF2041;SPC TN       -   348,048.15    715,764.54   sFT  1.00000623   -2 27 21.4
 FF2041;UTM  15      - 3,900,570.809   755,318.835   MT  1.00040345   +1 37 06.2
 FF2041
 FF2041                          SUPERSEDED SURVEY CONTROL
 FF2041
 FF2041  NAD 83(1997)-  35 12 56.56533(N)    090 11 42.11672(W) AD(       ) 4
 FF2041  NAD 83(1997)-  35 12 56.56939(N)    090 11 42.11919(W) AD(       ) 4
 FF2041  NAD 83(1986)-  35 12 56.57554(N)    090 11 42.11788(W) AD(       ) 4
 FF2041  NAD 27      -  35 12 56.25383(N)    090 11 41.77646(W) AD(       ) 3
 FF2041
 FF2041.Superseded values are not recommended for survey control.
 FF2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2041.See file dsdata.txt to determine how the superseded data were derived.
 FF2041
 FF2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5531900571(NAD 83)
 FF2041_MARKER: 51 = TANK
 FF2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2041+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FF2041
 FF2041  HISTORY     - Date     Condition        Report By
 FF2041  HISTORY     - 1979     FIRST OBSERVED   NGS
 FF2041  HISTORY     - 20050805 GOOD             GEOCAC
 FF2041
 FF2041                          STATION DESCRIPTION
 FF2041
 FF2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2041'THE STATION, MARION MUNICIPAL TANK, IS THE BALL TOP CENTER
 FF2041'OF A CYLINDRICAL BODY, CONICAL SHAPED TOP, HEMISPHERICAL BOTTOM
 FF2041'STRUCTURE.  IT HAS 4 TRUSS-WORK LEGS, SILVER IN COLOR AND 32
 FF2041'METERS IN HEIGHT.  IT HAS MARION PAINTED ON THE SOUTH SIDE AND
 FF2041'IS OWNED BY THE CITY OF MARION.
 FF2041'
 FF2041'THE STATION IS LOCATED
 FF2041'0.16 KM EAST OF COURTHOUSE IN MARION AND 106 METERS
 FF2041'EAST OF CENTERLINE OF CYPRESS STREET.
 FF2041
 FF2041                          STATION RECOVERY (2005)
 FF2041
 FF2041'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FF2041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0152 ***********************************************************************
 FF0152  DESIGNATION -  MARION RM 2
 FF0152  PID         -  FF0152
 FF0152  STATE/COUNTY-  AR/CRITTENDEN
 FF0152  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0152
 FF0152                         *CURRENT SURVEY CONTROL
 FF0152  ___________________________________________________________________
 FF0152* NAD 83(1986)-  35 13 15.     (N)    090 12 04.     (W)     SCALED    
 FF0152* NAVD 88     -        67.183  (meters)     220.42   (feet)  ADJUSTED  
 FF0152  ___________________________________________________________________
 FF0152  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0152  DYNAMIC HT  -          67.123 (meters)     220.22  (feet)  COMP
 FF0152  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 FF0152
 FF0152  VERT ORDER  -  FIRST     CLASS II
 FF0152
 FF0152.The horizontal coordinates were scaled from a topographic map and have
 FF0152.an estimated accuracy of +/- 6 seconds.
 FF0152
 FF0152.The orthometric height was determined by differential leveling
 FF0152.and adjusted by the National Geodetic Survey in June 1991..
 FF0152
 FF0152.The geoid height was determined by GEOID03.
 FF0152
 FF0152.The dynamic height is computed by dividing the NAVD 88
 FF0152.geopotential number by the normal gravity value computed on the
 FF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0152.degrees latitude (g = 980.6199 gals.).
 FF0152
 FF0152.The modeled gravity was interpolated from observed gravity values.
 FF0152
 FF0152;                    North         East    Units  Estimated Accuracy
 FF0152;SPC AR N     -    99,960.      563,760.      MT  (+/- 180 meters Scaled)
 FF0152
 FF0152                          SUPERSEDED SURVEY CONTROL
 FF0152
 FF0152  NGVD 29 (??/??/??)   67.146  (m)          220.29   (f) ADJUSTED    1 2
 FF0152
 FF0152.Superseded values are not recommended for survey control.
 FF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0152.See file dsdata.txt to determine how the superseded data were derived.
 FF0152
 FF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV547011(NAD 83)
 FF0152_MARKER: DR = REFERENCE MARK DISK
 FF0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0152_SP_SET: CONCRETE POST
 FF0152_STAMPING: MARION NO 2 1929
 FF0152_MARK LOGO: CGS   
 FF0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0152+STABILITY: SURFACE MOTION
 FF0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0152+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FF0152
 FF0152  HISTORY     - Date     Condition        Report By
 FF0152  HISTORY     - 1929     MONUMENTED       CGS
 FF0152  HISTORY     - 1956     GOOD             CGS
 FF0152  HISTORY     - 19901210 GOOD             NGS
 FF0152  HISTORY     - 20030129 GOOD             USACE
 FF0152  HISTORY     - 20050805 GOOD             GEOCAC
 FF0152
 FF0152                          STATION DESCRIPTION
 FF0152
 FF0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0152'AT MARION.
 FF0152'AT MARTION, 0.5 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0152'RAILWAY FROM THE STATION, THENCE ABOUT 0.1 MILE WEST ALONG A
 FF0152'FIELD, IN THE SOUTHEAST CORNER OF SCHOOL YARD OF J.S. FELIX
 FF0152'SCHOOL FOR COLORED, 47 FEET SOUTHWEST OF CENTER LINE OF OLD U.S.
 FF0152'HIGHWAY 63, 21 FEET NORTH OF CENTER LINE OF A STREET LEADING
 FF0152'WEST, 427.1 FEET EAST OF STATION MARK, 96 FEET SOUTHEAST OF
 FF0152'SOUTHEAST CORNER OF RED BRICK SCHOOL BUILDING, 11 FEET NORTHWEST
 FF0152'OF A POWER POLE, ABOUT LEVEL WITH ROADS AND SET IN THE TOP OF A
 FF0152'CONCRETE POST PROJECTING 4 INCHES.
 FF0152
 FF0152                          STATION RECOVERY (1990)
 FF0152
 FF0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF0152'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI) NORTH OF MARION AND AT
 FF0152'THE J.S.FELIX ELEMENTERY SCHOOL. OWNERSHIP-MARION SCHOOL DISTRICT,
 FF0152'STEVE SINGLETON (SUPERINTENDENT), 76 ELM STREET, MARION AR 72364.
 FF0152'PHONE IS 501-739-5100. TO REACH THE STATION FROM THE JUNCTION OF
 FF0152'U.S.HIGHWAY 64 (MILITARY ROAD) AND STATE HIGHWAY 77 IN MARION. GO
 FF0152'NORTH ON STATE HIGHWAY 77 FOR 1.02 KM (0.65 MI) TO A DOUBLE GRAVELED
 FF0152'DRIVEWAY ON THE LEFT LEADING WEST TO THE J.S.FELIX ELEMENTERY SCHOOL.
 FF0152'TURN LEFT AND GO WEST ON THE GRAVELED DRIVEWAY PASSING THROUGH A GATE
 FF0152'(LOCKED AT NIGHT) FOR ABOUT 200 FEET (61.0 M) TO A GRAVELED DRIVEWAY
 FF0152'ON THE LEFT. TURN LEFT AND GO SOUTH ON THE GRAVELED DRIVEWAY FOR 0.14
 FF0152'KM (0.10 MI) TO A GATE AND CHAIN LINK FENCE. TURN LEFT AND GO EAST
 FF0152'ACROSS A LAWN PASSING BETWEEN THE FENCE AND A SCHOOL BUILDING FOR
 FF0152'0.12 KM (0.05 MI) TO THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND
 FF0152'THE STATION STRAIGHT AHEAD IN THE SOUTHEAST CORNER OF THE LAWN. THE
 FF0152'STATION IS LOCATED 130.2 M (427.2 FT) EAST FROM MARION 1929, 15.0 M
 FF0152'(49.2 FT) WEST FROM THE CENTER LINE OF STATE HIGHWAY 77, 6.2 M
 FF0152'(20.3 FT) NORTH FROM THE CENTER OF A PAVED STREET, 5.5 M (18.0 FT)
 FF0152'SOUTH FROM THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND 4.7 M
 FF0152'(15.4 FT) WEST FROM A FENCE CORNER. THE STATION IS FLUSH WITH THE
 FF0152'GROUND. DESCRIBED BY E.J.HANSMANN.
 FF0152
 FF0152                          STATION RECOVERY (2003)
 FF0152
 FF0152'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0152'RECOVERED IN GOOD CONDITION.
 FF0152
 FF0152                          STATION RECOVERY (2005)
 FF0152
 FF0152'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FF0152'HANDHELD COORDINATES ARE N35-13-15.42 W090-12-05.70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1640 ***********************************************************************
 FF1640  DESIGNATION -  MARION RM 3
 FF1640  PID         -  FF1640
 FF1640  STATE/COUNTY-  AR/CRITTENDEN
 FF1640  USGS QUAD   -  WEST MEMPHIS (1983)
 FF1640
 FF1640                         *CURRENT SURVEY CONTROL
 FF1640  ___________________________________________________________________
 FF1640* NAD 83(1986)-  35 13 15.     (N)    090 12 10.     (W)     SCALED    
 FF1640* NAVD 88     -        67.146  (meters)     220.29   (feet)  ADJUSTED  
 FF1640  ___________________________________________________________________
 FF1640  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1640  DYNAMIC HT  -          67.086 (meters)     220.10  (feet)  COMP
 FF1640  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 FF1640
 FF1640  VERT ORDER  -  FIRST     CLASS II
 FF1640
 FF1640.The horizontal coordinates were scaled from a topographic map and have
 FF1640.an estimated accuracy of +/- 6 seconds.
 FF1640
 FF1640.The orthometric height was determined by differential leveling
 FF1640.and adjusted by the National Geodetic Survey in June 1991..
 FF1640
 FF1640.The geoid height was determined by GEOID03.
 FF1640
 FF1640.The dynamic height is computed by dividing the NAVD 88
 FF1640.geopotential number by the normal gravity value computed on the
 FF1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1640.degrees latitude (g = 980.6199 gals.).
 FF1640
 FF1640.The modeled gravity was interpolated from observed gravity values.
 FF1640
 FF1640;                    North         East    Units  Estimated Accuracy
 FF1640;SPC AR N     -    99,950.      563,610.      MT  (+/- 180 meters Scaled)
 FF1640
 FF1640                          SUPERSEDED SURVEY CONTROL
 FF1640
 FF1640  NGVD 29 (??/??/??)   67.108  (m)          220.17   (f) ADJUSTED    1 2
 FF1640
 FF1640.Superseded values are not recommended for survey control.
 FF1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1640.See file dsdata.txt to determine how the superseded data were derived.
 FF1640
 FF1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV545011(NAD 83)
 FF1640_MARKER: DR = REFERENCE MARK DISK
 FF1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1640_SP_SET: CONCRETE POST
 FF1640_STAMPING: MARION NO 3 1929
 FF1640_MARK LOGO: CGS   
 FF1640_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1640+STABILITY: SURFACE MOTION
 FF1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1640+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1990
 FF1640
 FF1640  HISTORY     - Date     Condition        Report By
 FF1640  HISTORY     - 1954     MONUMENTED       CGS
 FF1640  HISTORY     - 1956     GOOD             CGS
 FF1640  HISTORY     - 19901210 SEE DESCRIPTION  NGS
 FF1640
 FF1640                          STATION DESCRIPTION
 FF1640
 FF1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1640'AT MARION.
 FF1640'AT MARION, 0.5 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF1640'RAILWAY FROM STATION, THENCE ABOUT 0.1 MILE WEST ACROSS A FIELD,
 FF1640'THENCE ABOUT 0.1 MILE WEST ALONG A STREET WHICH FOLLOWS THE
 FF1640'SOUTH SIDE OF SCHOOL YARD OF J.S. FELIX SCHOOL FOR COLORED, 209
 FF1640'FEET NORTH OF CENTER LINE OF EAST-WEST STREET, 137 FEET EAST OF
 FF1640'CENTER LINE OF NORTH-SOUTH STREET, 172 FEET NORTHEAST OF STATION
 FF1640'MARK, 1 FOOT SOUTHEAST OF SOUTHWEST CORNER OF GYMNASIUM BUILDING
 FF1640'(CORRUGATED TIN BUILDING), AND SET IN THE TOP OF A CONCRETE
 FF1640'POST ABOUT FLUSH WITH GROUND.
 FF1640
 FF1640                          STATION RECOVERY (1990)
 FF1640
 FF1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1640'IF THIS MARK STILL EXIST IT IS UNDER THE GYM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0018 ***********************************************************************
 FF0018  DESIGNATION -  MARKED
 FF0018  PID         -  FF0018
 FF0018  STATE/COUNTY-  AR/POINSETT
 FF0018  USGS QUAD   -  MARKED TREE (1983)
 FF0018
 FF0018                         *CURRENT SURVEY CONTROL
 FF0018  ___________________________________________________________________
 FF0018* NAD 83(1997)-  35 31 41.62606(N)    090 25 50.09325(W)     ADJUSTED  
 FF0018* NAVD 88     -        65.958  (meters)     216.40   (feet)  ADJUSTED  
 FF0018  ___________________________________________________________________
 FF0018  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FF0018  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0018  DYNAMIC HT  -          65.900 (meters)     216.21  (feet)  COMP
 FF0018  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 FF0018
 FF0018  HORZ ORDER  -  SECOND
 FF0018  VERT ORDER  -  FIRST     CLASS II
 FF0018
 FF0018.The horizontal coordinates were established by classical geodetic methods
 FF0018.and adjusted by the National Geodetic Survey in September 1999..
 FF0018
 FF0018.The orthometric height was determined by differential leveling
 FF0018.and adjusted by the National Geodetic Survey in June 1991..
 FF0018
 FF0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0018
 FF0018.The geoid height was determined by GEOID03.
 FF0018
 FF0018.The dynamic height is computed by dividing the NAVD 88
 FF0018.geopotential number by the normal gravity value computed on the
 FF0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0018.degrees latitude (g = 980.6199 gals.).
 FF0018
 FF0018.The modeled gravity was interpolated from observed gravity values.
 FF0018
 FF0018;                    North         East     Units Scale Factor Converg.
 FF0018;SPC AR N     -   133,697.715   542,327.474   MT  0.99993641   +0 54 47.7
 FF0018;SPC AR N     -   438,639.92  1,779,286.05   sFT  0.99993641   +0 54 47.7
 FF0018;UTM  15      - 3,934,661.031   732,972.537   MT  1.00026890   +1 29 37.6
 FF0018
 FF0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0018!SPC AR N     -   0.99999401  x   0.99993641  =   0.99993042
 FF0018!UTM  15      -   0.99999401  x   1.00026890  =   1.00026290
 FF0018
 FF0018:                Primary Azimuth Mark                     Grid Az
 FF0018:SPC AR N     -  MARKED TREE ST FRAN VAL ELEV             001 58 55.9
 FF0018:UTM  15      -  MARKED TREE ST FRAN VAL ELEV             001 24 06.0
 FF0018
 FF0018|---------------------------------------------------------------------|
 FF0018| PID    Reference Object                     Distance      Geod. Az  |
 FF0018|                                                           dddmmss.s |
 FF0018| FF1923 MARKED TREE ST FRAN VAL ELEV        APPROX. 0.7 KM 0025343.6 |
 FF0018| FF1922 MARKED TREE COMPRESS CO N TANK      APPROX. 1.7 KM 0355538.4 |
 FF0018| FF1921 MARKED TREE COMPRESS CO S TANK      APPROX. 1.4 KM 0403443.2 |
 FF0018| FF0016 MARKED RM 1                          30.029 METERS 05523     |
 FF0018| FF0017 MARKED RM 2                          25.155 METERS 12645     |
 FF0018| CI4585 MARKED AZ MK                                       1843406.3 |
 FF0018| FF0019 MARKED 2                             40.025 METERS 24952     |
 FF0018|---------------------------------------------------------------------|
 FF0018
 FF0018                          SUPERSEDED SURVEY CONTROL
 FF0018
 FF0018  NAD 83(1997)-  35 31 41.62855(N)    090 25 50.09253(W) AD(       ) 2
 FF0018  NAD 83(1986)-  35 31 41.63826(N)    090 25 50.09316(W) AD(       ) 2
 FF0018  NAD 27      -  35 31 41.34500(N)    090 25 49.72530(W) AD(       ) 2
 FF0018  NGVD 29 (??/??/??)   65.897  (m)          216.20   (f) ADJUSTED    1 2
 FF0018
 FF0018.Superseded values are not recommended for survey control.
 FF0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0018.See file dsdata.txt to determine how the superseded data were derived.
 FF0018
 FF0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3297334661(NAD 83)
 FF0018_MARKER: DS = TRIANGULATION STATION DISK
 FF0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0018_STAMPING: MARKED 1954
 FF0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0018+STABILITY: SURFACE MOTION
 FF0018
 FF0018  HISTORY     - Date     Condition        Report By
 FF0018  HISTORY     - 1954     MONUMENTED       CGS
 FF0018  HISTORY     - 1956     GOOD             CGS
 FF0018  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FF0018
 FF0018                          STATION DESCRIPTION
 FF0018
 FF0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF0018'THE STATION IS IN THE CENTER OF MEMORIAL PARK ON THE WESTERN
 FF0018'EDGE OF MARKED TREE, 38 PACES EAST OF THE MEMORIAL PARK MONUMENT,
 FF0018'99 FEET SOUTH OF STATE HIGHWAY 40, AND 48 FEET NORTH OF A
 FF0018'GRAVEL ROAD.
 FF0018'
 FF0018'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MARKED
 FF0018'1954.
 FF0018'
 FF0018'REFERENCE MARK NO. 1 IS 75 FEET SOUTH-SOUTHEAST OF THE SOUTH
 FF0018'END OF A CULVERT AND 27 FEET NORTH OF THE GRAVEL ROAD.  THE MARK
 FF0018'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MARKED NO 1 1954.
 FF0018'
 FF0018'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE GRAVEL ROAD,
 FF0018'5 FEET WEST OF A POWERLINE POLE AND 2 FEET EAST OF A TELEPHONE
 FF0018'POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF0018'MARKED NO 2 1954.
 FF0018'
 FF0018'THE AZIMUTH MARK IS 79 FEET WEST OF THE GRAVEL ROAD AND 6 FEET
 FF0018'NORTHEAST OF A 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 FF0018'4 INCHES AND THE DISK IS STAMPED MARKED 1954.
 FF0018'
 FF0018'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF0018
 FF0018                          STATION RECOVERY (1956)
 FF0018
 FF0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0018'AT MARKED TREE.
 FF0018'AT MARKED TREE, IN THE SOUTHWEST PART OF TOWN, ABOUT 0.4 MILE
 FF0018'SOUTHWEST OF SOUTHWEST END OF BRIDGE OVER ST. FRANCIS RIVER, AT
 FF0018'THE JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 75, IN VETERANS
 FF0018'MEMORIAL PARK, 110 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 63,
 FF0018'52 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 75, 132 FEET SOUTH
 FF0018'OF SOUTHWEST END OF SOUTHEAST HEAD WALL OF A 24-INCH PIPE CULVERT
 FF0018'UNDER HIGHWAY 63, 118 FEET NORTHEAST OF NORTHEAST END OF VETERANS
 FF0018'MEMORIAL MONUMENT, 82.47 FEET NORTHWEST OF RM NO. 2, 98.48 FEET
 FF0018'SOUTHWEST OF RM NO. 1, ABOUT LEVEL WITH HIGHWAY 75 AND SET IN THE
 FF0018'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FF0018
 FF0018                          STATION RECOVERY (1968)
 FF0018
 FF0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FF0018'THE STATION WAS VISITED 3-14-68 AND THE STATION, R.M. NO. 1
 FF0018'AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD
 FF0018'BEEN DESTROYED PRIOR TO THIS DATE.  THE STATION AND REFERENCE
 FF0018'MARK NO. 1 WERE REQUESTED MOVED AT THIS DATE DUE TO ROAD
 FF0018'CONSTRUCTION.  THIS WAS DONE BY ESTABLISHING A NEW STATION MARKED
 FF0018'2 1968, 40.026 METERS SOUTHWEST OF THE STATION IN THE REMAINING
 FF0018'PORTION OF THE SMALL PARK.  REFERENCE MARKS NO. 3 AND NO. 4
 FF0018'WERE ESTABLISHED AT THIS DATE FOR THE NEW STATION.  REFERENCE
 FF0018'MARK NO. 1 WAS DESTROYED AT THIS DATE.  THE STATION SURFACE
 FF0018'MARK WAS RECLAIMED AND THE UNDERGROUND MARK WAS LEFT INTACT AND
 FF0018'WILL BE UNDER THE HIGHWAY AS DESCRIBED BELOW.  IT IS 16 FEET
 FF0018'WEST OF THE CENTER OF THE HIGHWAY, 94 FEET NORTHEAST OF THE
 FF0018'FENCE CORNERAND 116.8 FEET NORTH-NORTHEAST OF THE NORTHEAST
 FF0018'CORNER OF THE MEMORIAL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0019 ***********************************************************************
 FF0019  DESIGNATION -  MARKED 2
 FF0019  PID         -  FF0019
 FF0019  STATE/COUNTY-  AR/POINSETT
 FF0019  USGS QUAD   -  MARKED TREE (1983)
 FF0019
 FF0019                         *CURRENT SURVEY CONTROL
 FF0019  ___________________________________________________________________
 FF0019* NAD 83(1997)-  35 31 41.17888(N)    090 25 51.58479(W)     ADJUSTED  
 FF0019* NAVD 88     -        66.083  (meters)     216.81   (feet)  ADJUSTED  
 FF0019  ___________________________________________________________________
 FF0019  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FF0019  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0019  DYNAMIC HT  -          66.024 (meters)     216.61  (feet)  COMP
 FF0019  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 FF0019
 FF0019  HORZ ORDER  -  THIRD
 FF0019  VERT ORDER  -  FIRST     CLASS II
 FF0019
 FF0019.The horizontal coordinates were established by classical geodetic methods
 FF0019.and adjusted by the National Geodetic Survey in September 1999..
 FF0019.No horizontal observational check was made to the station.
 FF0019
 FF0019.The orthometric height was determined by differential leveling
 FF0019.and adjusted by the National Geodetic Survey in January 1995..
 FF0019
 FF0019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0019
 FF0019.The geoid height was determined by GEOID03.
 FF0019
 FF0019.The dynamic height is computed by dividing the NAVD 88
 FF0019.geopotential number by the normal gravity value computed on the
 FF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0019.degrees latitude (g = 980.6199 gals.).
 FF0019
 FF0019.The modeled gravity was interpolated from observed gravity values.
 FF0019
 FF0019;                    North         East     Units Scale Factor Converg.
 FF0019;SPC AR N     -   133,683.337   542,290.123   MT  0.99993641   +0 54 46.8
 FF0019;SPC AR N     -   438,592.75  1,779,163.51   sFT  0.99993641   +0 54 46.8
 FF0019;UTM  15      - 3,934,646.270   732,935.321   MT  1.00026869   +1 29 36.7
 FF0019
 FF0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0019!SPC AR N     -   0.99999399  x   0.99993641  =   0.99993040
 FF0019!UTM  15      -   0.99999399  x   1.00026869  =   1.00026267
 FF0019
 FF0019:                Primary Azimuth Mark                     Grid Az
 FF0019:SPC AR N     -  MARKED TREE ST FRAN VAL ELEV             004 44 43.6
 FF0019:UTM  15      -  MARKED TREE ST FRAN VAL ELEV             004 09 53.7
 FF0019
 FF0019|---------------------------------------------------------------------|
 FF0019| PID    Reference Object                     Distance      Geod. Az  |
 FF0019|                                                           dddmmss.s |
 FF0019| FF1923 MARKED TREE ST FRAN VAL ELEV        APPROX. 0.8 KM 0053930.4 |
 FF0019| FF1922 MARKED TREE COMPRESS CO N TANK      APPROX. 1.7 KM 0364056.9 |
 FF0019| FF0018 MARKED                               40.025 METERS 06952     |
 FF0019| FF0020 MARKED 2 RM 3                        52.974 METERS 17412     |
 FF0019| FF0021 MARKED 2 RM 4                        26.708 METERS 24638     |
 FF0019|---------------------------------------------------------------------|
 FF0019
 FF0019                          SUPERSEDED SURVEY CONTROL
 FF0019
 FF0019  NAD 83(1997)-  35 31 41.18137(N)    090 25 51.58407(W) AD(       ) 3
 FF0019  NAD 83(1986)-  35 31 41.19109(N)    090 25 51.58468(W) AD(       ) 3
 FF0019  NAD 27      -  35 31 40.89785(N)    090 25 51.21681(W) AD(       ) 3
 FF0019  NGVD 29 (10/05/93)   66.035  (m)          216.65   (f) ADJUSTED    1 2
 FF0019
 FF0019.Superseded values are not recommended for survey control.
 FF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0019.See file dsdata.txt to determine how the superseded data were derived.
 FF0019
 FF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3293534646(NAD 83)
 FF0019_MARKER: DB = BENCH MARK DISK
 FF0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0019_SP_SET: CONCRETE POST
 FF0019_STAMPING: MARKED 2 1968
 FF0019_MARK LOGO: CGS   
 FF0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0019+STABILITY: SURFACE MOTION
 FF0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0019+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 FF0019
 FF0019  HISTORY     - Date     Condition        Report By
 FF0019  HISTORY     - 1968     MONUMENTED       CGS
 FF0019  HISTORY     - 19920321 GOOD             NGS
 FF0019  HISTORY     - 20020802 GOOD             USACE
 FF0019
 FF0019                          STATION DESCRIPTION
 FF0019
 FF0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FF0019'AT MARKED TREE.
 FF0019'THE MARK IS LOCATED IN THE SOUTHWEST SECTION OF MARKED TREE IN
 FF0019'THE NORTH END OF A SMALL PARK, 10.3 FEET SOUTH-SOUTHWEST OF THE
 FF0019'SOUTHWEST CORNER OF THE VETERIANS MEMORIAL MONUMENT, 116 FEET WNW
 FF0019'OF THE CENTER OF A NORTH-SOUTH ROAD, 94 FEET SOUTHEAST OF
 FF0019'THE CENTER OF A ROAD SOUTHWEST, 26.4 FEET SSW OF THE FLAG POLE,
 FF0019'37 FEET SOUTHWEST OF A FENCE CORNER, 44.8 FEET SOUTH OF A FENCE
 FF0019'CORNER AND 26 FEET NNE OF AN 18-INCH PECAN TREE.  IT A
 FF0019'TRIANGULATION STATION DISK STAMPED MARKED 2 1968, SET FLUSH WITH
 FF0019'THE GROUND.
 FF0019
 FF0019                          STATION RECOVERY (1992)
 FF0019
 FF0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0019'IN MARKED TREE, AT THE INTERSECTION OF H PARKER DRIVE AND U.S. HIGHWAY
 FF0019'63 BUSINESS, 60.8 M (199.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 FF0019'SERVICE STATION, 31.0 M (101.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 FF0019'HIGHWAY, 26.6 M (87.3 FT) SOUTHEAST OF THE CENTERLINE OF THE DRIVE,
 FF0019'24.8 M (81.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD,
 FF0019'0.5 M (1.6 FT) BELOW THE LEVEL OF THE DRIVE, AND THE MONUMENT IS
 FF0019'FLUSH WITH THE GROUND SURFACE.  NOTE--THE ORIGINAL DESCRIPTION STATES
 FF0019'DISK WAS STAMPED MARKED TREE 2 1968, BUT IS STAMPED MARKED 2 1968.
 FF0019
 FF0019                          STATION RECOVERY (2002)
 FF0019
 FF0019'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0020 ***********************************************************************
 FF0020  DESIGNATION -  MARKED 2 RM 3
 FF0020  PID         -  FF0020
 FF0020  STATE/COUNTY-  AR/POINSETT
 FF0020  USGS QUAD   -  MARKED TREE (1983)
 FF0020
 FF0020                         *CURRENT SURVEY CONTROL
 FF0020  ___________________________________________________________________
 FF0020* NAD 83(1986)-  35 31 40.     (N)    090 25 51.     (W)     SCALED    
 FF0020* NAVD 88     -        66.21   (meters)     217.2    (feet)  RESET     
 FF0020  ___________________________________________________________________
 FF0020  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0020
 FF0020  VERT ORDER  -  THIRD
 FF0020
 FF0020.The horizontal coordinates were scaled from a topographic map and have
 FF0020.an estimated accuracy of +/- 6 seconds.
 FF0020
 FF0020.The orthometric height was computed from unverified reset data.
 FF0020.No vertical observational check was made to the station.
 FF0020
 FF0020.The geoid height was determined by GEOID03.
 FF0020
 FF0020;                    North         East    Units  Estimated Accuracy
 FF0020;SPC AR N     -   133,650.      542,310.      MT  (+/- 180 meters Scaled)
 FF0020
 FF0020                          SUPERSEDED SURVEY CONTROL
 FF0020
 FF0020  NGVD 29 (??/??/??)   66.15   (m)          217.0    (f) RESET       3  
 FF0020
 FF0020.Superseded values are not recommended for survey control.
 FF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0020.See file dsdata.txt to determine how the superseded data were derived.
 FF0020
 FF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV329346(NAD 83)
 FF0020_MARKER: DR = REFERENCE MARK DISK
 FF0020_SETTING: 0 = UNSPECIFIED SETTING
 FF0020_STAMPING: MARKED TREE 2 NO 3 1968
 FF0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0020
 FF0020  HISTORY     - Date     Condition        Report By
 FF0020  HISTORY     - 1968     MONUMENTED       CGS
 FF0020
 FF0020                          STATION DESCRIPTION
 FF0020
 FF0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FF0020'AT MARKED TREE.
 FF0020'LOCATED IN THE SOUTHWEST SECTION OF MARKED TREE, IN A SMALL PARK
 FF0020'AREA, 173.80 FEET SOUTH OF THE STATION, 42 FEET WEST OF THE
 FF0020'CENTER OF THE ROAD, 2 FEET EAST OF A RIGHT-OF-WAY FENCE LINE AND
 FF0020'1 FOOT WEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK
 FF0020'STAMPED MARKED 2 NO 3 1968 PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0021 ***********************************************************************
 FF0021  DESIGNATION -  MARKED 2 RM 4
 FF0021  PID         -  FF0021
 FF0021  STATE/COUNTY-  AR/POINSETT
 FF0021  USGS QUAD   -  MARKED TREE (1983)
 FF0021
 FF0021                         *CURRENT SURVEY CONTROL
 FF0021  ___________________________________________________________________
 FF0021* NAD 83(1986)-  35 31 40.     (N)    090 25 51.     (W)     SCALED    
 FF0021* NAVD 88     -        66.06   (meters)     216.7    (feet)  RESET     
 FF0021  ___________________________________________________________________
 FF0021  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0021
 FF0021  VERT ORDER  -  THIRD
 FF0021
 FF0021.The horizontal coordinates were scaled from a topographic map and have
 FF0021.an estimated accuracy of +/- 6 seconds.
 FF0021
 FF0021.The orthometric height was computed from unverified reset data.
 FF0021.No vertical observational check was made to the station.
 FF0021
 FF0021.The geoid height was determined by GEOID03.
 FF0021
 FF0021;                    North         East    Units  Estimated Accuracy
 FF0021;SPC AR N     -   133,650.      542,310.      MT  (+/- 180 meters Scaled)
 FF0021
 FF0021                          SUPERSEDED SURVEY CONTROL
 FF0021
 FF0021  NGVD 29 (??/??/??)   66.00   (m)          216.5    (f) RESET       3  
 FF0021
 FF0021.Superseded values are not recommended for survey control.
 FF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0021.See file dsdata.txt to determine how the superseded data were derived.
 FF0021
 FF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV329346(NAD 83)
 FF0021_MARKER: DR = REFERENCE MARK DISK
 FF0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0021_SP_SET: MONUMENT
 FF0021_STAMPING: MARKED 2 NO 4 1968
 FF0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0021
 FF0021  HISTORY     - Date     Condition        Report By
 FF0021  HISTORY     - 1968     MONUMENTED       CGS
 FF0021
 FF0021                          STATION DESCRIPTION
 FF0021
 FF0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FF0021'AT MARKED TREE.
 FF0021'LOCATED IN THE SOUTHWEST SECTION OF MARKED TREE, IN A SMALL PARK
 FF0021'AREA, 87.61 FEET SOUTHWEST OF TRIANGULATION STATION MARKED 2
 FF0021'1968, 97 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BASE OF
 FF0021'THE VETERIANS MEMORIAL MONUMENT, 51.5 FEET SOUTHWEST OF AN 18-INCH
 FF0021'PECAN TREE, 15.5 FEET NORTHEAST OF AN 18-INCH OAK TREE, 93 FEET
 FF0021'SOUTHEAST OF THE OLD HIGHWAY.  IT IS A REFERENCE MARK DISK STAMPED
 FF0021'MARKED 2 NO 4 1968, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0016 ***********************************************************************
 FF0016  DESIGNATION -  MARKED RM 1
 FF0016  PID         -  FF0016
 FF0016  STATE/COUNTY-  AR/POINSETT
 FF0016  USGS QUAD   -  MARKED TREE (1983)
 FF0016
 FF0016                         *CURRENT SURVEY CONTROL
 FF0016  ___________________________________________________________________
 FF0016* NAD 83(1986)-  35 31 41.     (N)    090 25 49.     (W)     SCALED    
 FF0016* NAVD 88     -        65.816  (meters)     215.93   (feet)  ADJUSTED  
 FF0016  ___________________________________________________________________
 FF0016  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0016  DYNAMIC HT  -          65.758 (meters)     215.74  (feet)  COMP
 FF0016  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 FF0016
 FF0016  VERT ORDER  -  FIRST     CLASS II
 FF0016
 FF0016.The horizontal coordinates were scaled from a topographic map and have
 FF0016.an estimated accuracy of +/- 6 seconds.
 FF0016
 FF0016.The orthometric height was determined by differential leveling
 FF0016.and adjusted by the National Geodetic Survey in June 1991..
 FF0016
 FF0016.The geoid height was determined by GEOID03.
 FF0016
 FF0016.The dynamic height is computed by dividing the NAVD 88
 FF0016.geopotential number by the normal gravity value computed on the
 FF0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0016.degrees latitude (g = 980.6199 gals.).
 FF0016
 FF0016.The modeled gravity was interpolated from observed gravity values.
 FF0016
 FF0016;                    North         East    Units  Estimated Accuracy
 FF0016;SPC AR N     -   133,680.      542,360.      MT  (+/- 180 meters Scaled)
 FF0016
 FF0016                          SUPERSEDED SURVEY CONTROL
 FF0016
 FF0016  NGVD 29 (??/??/??)   65.755  (m)          215.73   (f) ADJUSTED    1 2
 FF0016
 FF0016.Superseded values are not recommended for survey control.
 FF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0016.See file dsdata.txt to determine how the superseded data were derived.
 FF0016
 FF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV330346(NAD 83)
 FF0016_MARKER: DR = REFERENCE MARK DISK
 FF0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0016_STAMPING: MARKED NO 1 1954
 FF0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0016+STABILITY: SURFACE MOTION
 FF0016
 FF0016  HISTORY     - Date     Condition        Report By
 FF0016  HISTORY     - 1954     MONUMENTED       CGS
 FF0016  HISTORY     - 1956     GOOD             CGS
 FF0016
 FF0016                          STATION DESCRIPTION
 FF0016
 FF0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0016'AT MARKED TREE.
 FF0016'AT MARKED TREE, ABOUT 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 63
 FF0016'FROM THE SOUTHWEST END OF BRIDGE OVER ST. FRANCIS RIVER, AT
 FF0016'JUNCTION OF STATE HIGHWAY 75, 27 FEET NORTHWEST OF CENTER LINE
 FF0016'OF HIGHWAY 75, 103 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 63,
 FF0016'78 FEET SOUTHEAST OF SOUTHWEST END OF SOUTHEAST HEAD WALL OF A
 FF0016'24-INCH PIPE CULVERT UNDER HIGHWAY 63, 110 FEET SOUTHWEST OF THE
 FF0016'SOUTHWEST ONE OF THREE 24-INCH PECAN TREES, 103 FEET WEST AND
 FF0016'ACROSS HIGHWAY 75 FROM THE WEST CORNER OF MARKED TREE IMPLEMENT
 FF0016'COMPANY BUILDING, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY 75 AND SET
 FF0016'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0017 ***********************************************************************
 FF0017  DESIGNATION -  MARKED RM 2
 FF0017  PID         -  FF0017
 FF0017  STATE/COUNTY-  AR/POINSETT
 FF0017  USGS QUAD   -  MARKED TREE (1983)
 FF0017
 FF0017                         *CURRENT SURVEY CONTROL
 FF0017  ___________________________________________________________________
 FF0017* NAD 83(1986)-  35 31 41.     (N)    090 25 49.     (W)     SCALED    
 FF0017* NAVD 88     -        66.263  (meters)     217.40   (feet)  ADJUSTED  
 FF0017  ___________________________________________________________________
 FF0017  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0017  DYNAMIC HT  -          66.204 (meters)     217.20  (feet)  COMP
 FF0017  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 FF0017
 FF0017  VERT ORDER  -  FIRST     CLASS II
 FF0017
 FF0017.The horizontal coordinates were scaled from a topographic map and have
 FF0017.an estimated accuracy of +/- 6 seconds.
 FF0017
 FF0017.The orthometric height was determined by differential leveling
 FF0017.and adjusted by the National Geodetic Survey in June 1991..
 FF0017
 FF0017.The geoid height was determined by GEOID03.
 FF0017
 FF0017.The dynamic height is computed by dividing the NAVD 88
 FF0017.geopotential number by the normal gravity value computed on the
 FF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0017.degrees latitude (g = 980.6199 gals.).
 FF0017
 FF0017.The modeled gravity was interpolated from observed gravity values.
 FF0017
 FF0017;                    North         East    Units  Estimated Accuracy
 FF0017;SPC AR N     -   133,680.      542,360.      MT  (+/- 180 meters Scaled)
 FF0017
 FF0017                          SUPERSEDED SURVEY CONTROL
 FF0017
 FF0017  NGVD 29 (??/??/??)   66.202  (m)          217.20   (f) ADJUSTED    1 2
 FF0017
 FF0017.Superseded values are not recommended for survey control.
 FF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0017.See file dsdata.txt to determine how the superseded data were derived.
 FF0017
 FF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV330346(NAD 83)
 FF0017_MARKER: DR = REFERENCE MARK DISK
 FF0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0017_STAMPING: MARKED NO 2 1954
 FF0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0017+STABILITY: SURFACE MOTION
 FF0017
 FF0017  HISTORY     - Date     Condition        Report By
 FF0017  HISTORY     - 1954     MONUMENTED       CGS
 FF0017  HISTORY     - 1968     GOOD             CGS
 FF0017
 FF0017                          STATION DESCRIPTION
 FF0017
 FF0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FF0017'AT MARKED TREE.
 FF0017'AT MARKED TREE, IN THE SOUTHWEST PART OF TOWN, ABOUT 0.4 MILE
 FF0017'SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE BRIDGE OVER ST. FRANCIS
 FF0017'RIVER, 175 FEET EAST AND ACROSS THE ROAD FROM THE VETERANS
 FF0017'MEMORIAL MONUMENT, 150 FEET SOUTHWEST OF THE WEST CORNER OF THE
 FF0017'MARKED TREE IMPLEMENT COMPANY BUILDING 4.5 FEET WEST OF A POWER
 FF0017'POLE AND 2 FEET NORTHEAST OF TELEPHONE POLE NO. 137, SET IN THE
 FF0017'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1921 ***********************************************************************
 FF1921  DESIGNATION -  MARKED TREE COMPRESS CO S TANK
 FF1921  PID         -  FF1921
 FF1921  STATE/COUNTY-  AR/POINSETT
 FF1921  USGS QUAD   -  MARKED TREE (1983)
 FF1921
 FF1921                         *CURRENT SURVEY CONTROL
 FF1921  ___________________________________________________________________
 FF1921* NAD 83(1997)-  35 32 16.04917(N)    090 25 14.02215(W)     ADJUSTED  
 FF1921* NAVD 88     -                                                        
 FF1921  ___________________________________________________________________
 FF1921  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FF1921  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF1921
 FF1921  HORZ ORDER  -  THIRD
 FF1921
 FF1921.The horizontal coordinates were established by classical geodetic methods
 FF1921.and adjusted by the National Geodetic Survey in September 1999..
 FF1921
 FF1921
 FF1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1921
 FF1921.The geoid height was determined by GEOID03.
 FF1921
 FF1921;                    North         East     Units Scale Factor Converg.
 FF1921;SPC AR N     -   134,772.945   543,219.052   MT  0.99993626   +0 55 08.7
 FF1921;SPC AR N     -   442,167.57  1,782,211.17   sFT  0.99993626   +0 55 08.7
 FF1921;UTM  15      - 3,935,745.605   733,853.466   MT  1.00027397   +1 29 59.8
 FF1921
 FF1921                          SUPERSEDED SURVEY CONTROL
 FF1921
 FF1921  NAD 83(1997)-  35 32 16.05201(N)    090 25 14.02114(W) AD(       ) 4
 FF1921  NAD 83(1986)-  35 32 16.06153(N)    090 25 14.02193(W) AD(       ) 4
 FF1921  NAD 27      -  35 32 15.77000(N)    090 25 13.65300(W) AD(       ) 3
 FF1921
 FF1921.Superseded values are not recommended for survey control.
 FF1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1921.See file dsdata.txt to determine how the superseded data were derived.
 FF1921
 FF1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3385335746(NAD 83)
 FF1921_MARKER: 53 = ELEVATED TANK
 FF1921
 FF1921  HISTORY     - Date     Condition        Report By
 FF1921  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1921
 FF1921                          STATION DESCRIPTION
 FF1921
 FF1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1921'THE STATION IS LOCATED IN THE NORTH PART OF MARKED TREE ON
 FF1921'THE PROPERTY OF THE MARKED TREE COMPRESS COMPANY.  IT IS
 FF1921'AN ELEVATED ALUMINUM TANK, SUPPORTED ON FOUR LEGS, BRIGHT
 FF1921'ALUMINUM IN COLOR, OVAL IN SHAPE, AND ABOUT 125 FEET HIGH.
 FF1921'THIS TANK HAS A CAPACITY OF 127,000 GALLONS AND WAS BUILT
 FF1921'IN 1928.  THE POINT OBSERVED ON WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1922 ***********************************************************************
 FF1922  DESIGNATION -  MARKED TREE COMPRESS CO N TANK
 FF1922  PID         -  FF1922
 FF1922  STATE/COUNTY-  AR/POINSETT
 FF1922  USGS QUAD   -  MARKED TREE (1983)
 FF1922
 FF1922                         *CURRENT SURVEY CONTROL
 FF1922  ___________________________________________________________________
 FF1922* NAD 83(1997)-  35 32 25.27629(N)    090 25 11.39385(W)     ADJUSTED  
 FF1922* NAVD 88     -                                                        
 FF1922  ___________________________________________________________________
 FF1922  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FF1922  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF1922
 FF1922  HORZ ORDER  -  THIRD
 FF1922
 FF1922.The horizontal coordinates were established by classical geodetic methods
 FF1922.and adjusted by the National Geodetic Survey in September 1999..
 FF1922
 FF1922
 FF1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1922
 FF1922.The geoid height was determined by GEOID03.
 FF1922
 FF1922;                    North         East     Units Scale Factor Converg.
 FF1922;SPC AR N     -   135,058.329   543,280.685   MT  0.99993623   +0 55 10.2
 FF1922;SPC AR N     -   443,103.87  1,782,413.38   sFT  0.99993623   +0 55 10.2
 FF1922;UTM  15      - 3,936,031.695   733,912.223   MT  1.00027431   +1 30 01.7
 FF1922
 FF1922                          SUPERSEDED SURVEY CONTROL
 FF1922
 FF1922  NAD 83(1997)-  35 32 25.27916(N)    090 25 11.39287(W) AD(       ) 4
 FF1922  NAD 83(1986)-  35 32 25.28864(N)    090 25 11.39365(W) AD(       ) 4
 FF1922  NAD 27      -  35 32 24.99700(N)    090 25 11.02500(W) AD(       ) 3
 FF1922
 FF1922.Superseded values are not recommended for survey control.
 FF1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1922.See file dsdata.txt to determine how the superseded data were derived.
 FF1922
 FF1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3391236032(NAD 83)
 FF1922_MARKER: 53 = ELEVATED TANK
 FF1922
 FF1922  HISTORY     - Date     Condition        Report By
 FF1922  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1922
 FF1922                          STATION DESCRIPTION
 FF1922
 FF1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1922'THE STATION IS LOCATED IN THE NORTH PART OF MARKED TREE
 FF1922'ON THE PROPERTY OF THE MARKED TREE COMPRESS COMPANY.  IT
 FF1922'IS AN ELEVATED ALUMINUM TANK, SUPPORTED ON FOUR LEGS, BRIGHT
 FF1922'ALUMINUM IN COLOR, OVAL IN SHAPE, AND ABOUT 125 FEET HIGH.
 FF1922'THIS TANK HAS A CAPACITY OF 100,000 GALLONS AND WAS BUILT
 FF1922'IN 1938.  THE POINT OBSERVED ON WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1923 ***********************************************************************
 FF1923  DESIGNATION -  MARKED TREE ST FRAN VAL ELEV
 FF1923  PID         -  FF1923
 FF1923  STATE/COUNTY-  AR/POINSETT
 FF1923  USGS QUAD   -  MARKED TREE (1983)
 FF1923
 FF1923                         *CURRENT SURVEY CONTROL
 FF1923  ___________________________________________________________________
 FF1923* NAD 83(1997)-  35 32 05.84892(N)    090 25 48.59440(W)     ADJUSTED  
 FF1923* NAVD 88     -                                                        
 FF1923  ___________________________________________________________________
 FF1923  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FF1923  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF1923
 FF1923  HORZ ORDER  -  THIRD
 FF1923
 FF1923.The horizontal coordinates were established by classical geodetic methods
 FF1923.and adjusted by the National Geodetic Survey in September 1999..
 FF1923
 FF1923
 FF1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1923
 FF1923.The geoid height was determined by GEOID03.
 FF1923
 FF1923;                    North         East     Units Scale Factor Converg.
 FF1923;SPC AR N     -   134,444.712   542,353.328   MT  0.99993630   +0 54 48.5
 FF1923;SPC AR N     -   441,090.69  1,779,370.88   sFT  0.99993630   +0 54 48.5
 FF1923;UTM  15      - 3,935,408.500   732,990.825   MT  1.00026901   +1 29 39.3
 FF1923
 FF1923                          SUPERSEDED SURVEY CONTROL
 FF1923
 FF1923  NAD 83(1997)-  35 32 05.85200(N)    090 25 48.59366(W) AD(       ) 4
 FF1923  NAD 83(1986)-  35 32 05.86143(N)    090 25 48.59429(W) AD(       ) 4
 FF1923  NAD 27      -  35 32 05.56900(N)    090 25 48.22700(W) AD(       ) 3
 FF1923
 FF1923.Superseded values are not recommended for survey control.
 FF1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1923.See file dsdata.txt to determine how the superseded data were derived.
 FF1923
 FF1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3299135408(NAD 83)
 FF1923_MARKER: 65 = GRAIN ELEVATOR
 FF1923
 FF1923  HISTORY     - Date     Condition        Report By
 FF1923  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1923
 FF1923                          STATION DESCRIPTION
 FF1923
 FF1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1923'THE STATION IS LOCATED IN THE SOUTHWEST PART OF MARKED TREE.
 FF1923'THE ELEVATOR CONSISTS OF 18 GRAIN STORAGE TANKS IN TWO ROWS
 FF1923'OF NINE EACH, JOINED AS ONE UNIT WITH A WOODEN SUPERSTRUCTURE
 FF1923'AT THE NORTHERN END APPROXIMATELY 160 FEET IN HEIGHT AND
 FF1923'WAS BUILT IN 1954.  THE POINT OBSERVED ON WAS A LIGHT (WARNING)
 FF1923'ATOP THE HIGHEST PART OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1818 ***********************************************************************
 EJ1818  DESIGNATION -  MARLOW
 EJ1818  PID         -  EJ1818
 EJ1818  STATE/COUNTY-  AR/GRANT
 EJ1818  USGS QUAD   -  CANE CREEK (1984)
 EJ1818
 EJ1818                         *CURRENT SURVEY CONTROL
 EJ1818  ___________________________________________________________________
 EJ1818* NAD 83(1997)-  34 24 06.96416(N)    092 22 26.09954(W)     ADJUSTED  
 EJ1818* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 EJ1818  ___________________________________________________________________
 EJ1818  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 EJ1818  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ1818
 EJ1818  HORZ ORDER  -  SECOND
 EJ1818
 EJ1818.The horizontal coordinates were established by classical geodetic methods
 EJ1818.and adjusted by the National Geodetic Survey in September 1999..
 EJ1818
 EJ1818.The orthometric height was scaled from a topographic map.
 EJ1818
 EJ1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1818
 EJ1818.The geoid height was determined by GEOID03.
 EJ1818
 EJ1818;                    North         East     Units Scale Factor Converg.
 EJ1818;SPC AR S     -   592,527.214   365,621.525   MT  0.99993898   -0 12 33.4
 EJ1818;SPC AR S     - 1,943,983.03  1,199,543.29   sFT  0.99993898   -0 12 33.4
 EJ1818;UTM  15      - 3,806,900.776   557,544.130   MT  0.99964082   +0 21 13.5
 EJ1818
 EJ1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1818!SPC AR S     -   0.99998809  x   0.99993898  =   0.99992707
 EJ1818!UTM  15      -   0.99998809  x   0.99964082  =   0.99962891
 EJ1818
 EJ1818|---------------------------------------------------------------------|
 EJ1818| PID    Reference Object                     Distance      Geod. Az  |
 EJ1818|                                                           dddmmss.s |
 EJ1818| CY6943 MARLOW RM 2                          34.394 METERS 00433     |
 EJ1818| CY6944 MARLOW RM 3 AZIMUTH                                1803127.0 |
 EJ1818| EJ1822 SHERIDAN MUNICIPAL TANK             APPROX.10.5 KM 1934332.4 |
 EJ1818| EJ1825 SHERIDAN FIRST LAND MK BAP CH       APPROX.10.9 KM 1951053.0 |
 EJ1818| CY6942 MARLOW RM 1                          28.510 METERS 23631     |
 EJ1818|---------------------------------------------------------------------|
 EJ1818
 EJ1818                          SUPERSEDED SURVEY CONTROL
 EJ1818
 EJ1818  NAD 83(1986)-  34 24 06.97402(N)    092 22 26.09102(W) AD(       ) 2
 EJ1818  NAD 27      -  34 24 06.63276(N)    092 22 25.53549(W) AD(       ) 2
 EJ1818
 EJ1818.Superseded values are not recommended for survey control.
 EJ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1818.See file dsdata.txt to determine how the superseded data were derived.
 EJ1818
 EJ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5754406901(NAD 83)
 EJ1818_MARKER: DS = TRIANGULATION STATION DISK
 EJ1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1818
 EJ1818  HISTORY     - Date     Condition        Report By
 EJ1818  HISTORY     - 1964     MONUMENTED       CGS
 EJ1818
 EJ1818                          STATION DESCRIPTION
 EJ1818
 EJ1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1818'THE STATION IS ABOUT 7 MILES NORTH-NORTHEAST OF SHERIDAN,
 EJ1818'ON A WOODED HILL ON THE WEST SIDE OF U.S. HIGHWAY 167, AT
 EJ1818'THE SOUTHEAST EDGE OF MARLOW CEMETERY, IN THE NORTHEAST 1/4
 EJ1818'OF SECTION 2, T 4 S, R 13 W. AND ON THE PROPERTY OF MR. LEO
 EJ1818'MERTENS.  IT IS 5 FEET SOUTHWEST OF A WITNESS POST, 15 FEET NORTH OF
 EJ1818'A 10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON ITS NORTH
 EJ1818'SIDE, 24 FEET SOUTHEAST OF A 14 INCH HICKORY TREE WITH A
 EJ1818'TRIANGULAR BLAZE ON ITS NORTH SIDE, 94 FEET SOUTHEAST
 EJ1818'OF THE CEMETERY DRIVEWAY AND 104 FEET WEST OF THE
 EJ1818'CENTERLINE OF U.S.  HIGHWAY 167.  THE MONUMENT PROJECTS 6 INCHES
 EJ1818'AND THE DISK IS STAMPED MARLOW 1964.
 EJ1818'
 EJ1818'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 167 AND 270
 EJ1818'IN SHERIDAN, GO NORTH ON HIGHWAY 167 FOR 4.8 MILES TO A
 EJ1818'CROSSROAD.  CONTINUE NORTH ON HIGHWAY 167 FOR 1.6 MILES
 EJ1818'TO REFERENCE MARK 3 ON THE RIGHT JUST BEFORE REACHING A
 EJ1818'SIDE ROAD RIGHT.  CONTINUE NORTH ON HIGHWAY 167 FOR 0.2
 EJ1818'MILE TO THE TOP OF A HILL AND THE STATION ON A HIGH BANK
 EJ1818'ON THE LEFT.
 EJ1818'
 EJ1818'REFERENCE MARK 1 IS 12 FEET SOUTHEAST OF A 10 INCH PINE
 EJ1818'TREE,16 FEET SOUTH OF AN 8 INCH HICKORY TREE, 87 FEET SOUTHWEST
 EJ1818'OF A 10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON ITS NORTH
 EJ1818'SIDE AND 99 FEET SOUTHWEST OF THE WITNESS POST.  THE MONUMENT
 EJ1818'PROJECTS 3 INCHES AND THE DISK IS STAMPED MARLOW NO 1 1964.
 EJ1818'
 EJ1818'REFERENCE MARK 2 IS 12 FEET WEST OF THE CENTERLINE OF THE
 EJ1818'CEMETERY, 24 FEET SOUTHEAST OF A 10 INCH OAK TREE AND 52
 EJ1818'FEET NORTHWEST OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS
 EJ1818'1 INCH AND THE DISK IS STAMPED MARLOW NO 2 1964.
 EJ1818'
 EJ1818'REFERENCE MARK 3 IS 1 FOOT WEST OF A WITNESS POST, 12 FEET
 EJ1818'SOUTHWEST OF A 30 INCH PINE TREE, 59 FEET EAST OF THE CENTERLINE
 EJ1818'OF U.S. HIGHWAY 167 AND 183 FEET SOUTH OF THE CENTERLINE
 EJ1818'OF A GRAVELED ROAD.  THE MONUMENT PROJECTS 2 INCHES AND
 EJ1818'THE DISK IS STAMPED MARLOW NO 3 1964.
 EJ1818'
 EJ1818'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1009 ***********************************************************************
 GE1009  DESIGNATION -  MARMADUKE MUNICIPAL TANK
 GE1009  PID         -  GE1009
 GE1009  STATE/COUNTY-  AR/GREENE
 GE1009  USGS QUAD   -  MARMADUKE (1992)
 GE1009
 GE1009                         *CURRENT SURVEY CONTROL
 GE1009  ___________________________________________________________________
 GE1009* NAD 83(1997)-  36 11 33.64353(N)    090 23 10.43590(W)     ADJUSTED  
 GE1009* NAVD 88     -                                                        
 GE1009  ___________________________________________________________________
 GE1009  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GE1009  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GE1009
 GE1009  HORZ ORDER  -  THIRD
 GE1009
 GE1009.The horizontal coordinates were established by classical geodetic methods
 GE1009.and adjusted by the National Geodetic Survey in February 2000..
 GE1009
 GE1009
 GE1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1009
 GE1009.The geoid height was determined by GEOID03.
 GE1009
 GE1009;                    North         East     Units Scale Factor Converg.
 GE1009;SPC AR N     -   207,474.285   545,140.861   MT  0.99999222   +0 56 20.6
 GE1009;SPC AR N     -   680,688.55  1,788,516.31   sFT  0.99999222   +0 56 20.6
 GE1009;SPC MO E     -    39,876.037   260,232.034   MT  0.99993462   +0 04 01.8
 GE1009;UTM  15      - 4,008,486.497   735,023.185   MT  1.00028063   +1 32 38.9
 GE1009
 GE1009                          SUPERSEDED SURVEY CONTROL
 GE1009
 GE1009  NAD 83(1997)-  36 11 33.64365(N)    090 23 10.43584(W) AD(       ) 4
 GE1009  NAD 83(1986)-  36 11 33.65376(N)    090 23 10.43724(W) AD(       ) 4
 GE1009  NAD 27      -  36 11 33.41900(N)    090 23 10.07000(W) AD(       ) 3
 GE1009
 GE1009.Superseded values are not recommended for survey control.
 GE1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1009.See file dsdata.txt to determine how the superseded data were derived.
 GE1009
 GE1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3502308486(NAD 83)
 GE1009_MARKER: 53 = ELEVATED TANK
 GE1009
 GE1009  HISTORY     - Date     Condition        Report By
 GE1009  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1009
 GE1009                          STATION DESCRIPTION
 GE1009
 GE1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1009'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF THE TOWN
 GE1009'OF MARMADUKE, 96 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION
 GE1009'OF 4TH. AND WASHINGTON STREETS, 72 FEET WEST OF THE CENTER
 GE1009'OF 4TH. STREET AND 66 FEET SOUTH OF THE SOUTH SIDE OF A
 GE1009'LARGE WHITE HOUSE.
 GE1009'
 GE1009'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 GE1009'THE OVERALL HEIGHT IS 120 FEET.  THE POINT OBSERVED UPON
 GE1009'WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1506 ***********************************************************************
 DL1506  DESIGNATION -  MARS
 DL1506  PID         -  DL1506
 DL1506  STATE/COUNTY-  AR/LAFAYETTE
 DL1506  USGS QUAD   -  LEWISVILLE (1978)
 DL1506
 DL1506                         *CURRENT SURVEY CONTROL
 DL1506  ___________________________________________________________________
 DL1506* NAD 83(1997)-  33 15 17.82067(N)    093 32 07.06126(W)     ADJUSTED  
 DL1506* NAVD 88     -        97.25   (+/-2cm)     319.1    (feet)  VERTCON   
 DL1506  ___________________________________________________________________
 DL1506  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DL1506  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL1506
 DL1506  HORZ ORDER  -  FIRST
 DL1506  VERT ORDER  -  THIRD ? (See Below)
 DL1506
 DL1506.The horizontal coordinates were established by classical geodetic methods
 DL1506.and adjusted by the National Geodetic Survey in September 1999..
 DL1506
 DL1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1506.The vertical order pertains to the NGVD 29 superseded value.
 DL1506
 DL1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1506
 DL1506.The geoid height was determined by GEOID03.
 DL1506
 DL1506;                    North         East     Units Scale Factor Converg.
 DL1506;SPC AR S     -   466,321.961   256,939.728   MT  1.00001029   -0 51 33.4
 DL1506;SPC AR S     - 1,529,924.63    842,976.42   sFT  1.00001029   -0 51 33.4
 DL1506;UTM  15      - 3,679,679.051   450,139.011   MT  0.99963065   -0 17 36.8
 DL1506
 DL1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1506!SPC AR S     -   0.99998890  x   1.00001029  =   0.99999919
 DL1506!UTM  15      -   0.99998890  x   0.99963065  =   0.99961955
 DL1506
 DL1506:                Primary Azimuth Mark                     Grid Az
 DL1506:SPC AR S     -  MARS AZ MK                               014 14 21.5
 DL1506:UTM  15      -  MARS AZ MK                               013 40 24.9
 DL1506
 DL1506|---------------------------------------------------------------------|
 DL1506| PID    Reference Object                     Distance      Geod. Az  |
 DL1506|                                                           dddmmss.s |
 DL1506| CX6712 MARS AZ MK                                         0132248.1 |
 DL1506| DL1501 SHILO FIRE TOWER 91 AFC             APPROX.16.6 KM 0231240.6 |
 DL1506| DL1498 BUCKNER HARVY COUCH PWR PLT TK      APPROX.13.3 KM 0290204.2 |
 DL1506| DL1497 BUCKNER HARVY COUCH PWR STK         APPROX.13.3 KM 0291048.3 |
 DL1506| CX6713 MARS RM 1                            61.713 METERS 08250     |
 DL1506| DL1499 MCKAMIE MATHIESON CORP TOWER        APPROX. 3.7 KM 0911457.7 |
 DL1506| CX6714 MARS RM 2                            44.623 METERS 18645     |
 DL1506|---------------------------------------------------------------------|
 DL1506
 DL1506                          SUPERSEDED SURVEY CONTROL
 DL1506
 DL1506  NAD 83(1997)-  33 15 17.82857(N)    093 32 07.05196(W) AD(       ) 1
 DL1506  NAD 83(1986)-  33 15 17.83120(N)    093 32 07.04957(W) AD(       ) 1
 DL1506  NAD 27      -  33 15 17.37000(N)    093 32 06.41500(W) AD(       ) 1
 DL1506  NGVD 29 (07/19/86)   97.30   (m)          319.2    (f) LEVELING    3  
 DL1506
 DL1506.Superseded values are not recommended for survey control.
 DL1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1506.See file dsdata.txt to determine how the superseded data were derived.
 DL1506
 DL1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5013979679(NAD 83)
 DL1506_MARKER: DB = BENCH MARK DISK
 DL1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1506
 DL1506  HISTORY     - Date     Condition        Report By
 DL1506  HISTORY     - 1950     MONUMENTED       USGS
 DL1506  HISTORY     - 1951     GOOD             CGS
 DL1506  HISTORY     - 1963     GOOD             CGS
 DL1506
 DL1506                          STATION DESCRIPTION
 DL1506
 DL1506'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (RLE)
 DL1506'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH AND 1-1/2
 DL1506'MILES WEST OF STAMPS AND 2.0 MILES WEST AND 1.0 MILE SOUTH
 DL1506'OF MC KAMIE, ON LAND OWNED AND OCCUPIED BY MR. D.B. MC GOOGAN.
 DL1506'IT IS 160 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DL1506'MC GOOGAN HOME, 15 FEET EAST OF NORTH-SOUTH FENCE LINE AND
 DL1506'37 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS A U.S. GEOLOGICAL
 DL1506'SURVEY BENCH MARK AND STATION MARK SET IN AN 8 BY 8 INCH
 DL1506'CONCRETE POST PROJECTING 4 INCHES AND STAMPED MARS.
 DL1506'
 DL1506'REFERENCE MARK NO 1 IS EAST OF THE STATION, 15 FEET WEST
 DL1506'OF FENCE CORNER AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.
 DL1506'IT IS STAMPED MARS NO 1 1950 AND SET FLUSH WITH THE GROUND
 DL1506'SURFACE.
 DL1506'
 DL1506'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET
 DL1506'IN THE SOUTH EDGE OF PASTURE 1 FOOT NORTH OF EAST-WEST FENCE
 DL1506'LINE.  IT IS STAMPED MARS NO 2 1950 AND SET FLUSH WITH THE
 DL1506'GROUND SURFACE.
 DL1506'
 DL1506'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 276.95 FEET.
 DL1506'
 DL1506'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH-NORTHEAST OF THE
 DL1506'STATION, SET IN THE NORTHEAST ANGLE OF CROSSROAD, ABOUT
 DL1506'225 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MARS HILL
 DL1506'BAPTIST CHURCH, 27 FEET EAST OF THE CENTER OF NORTH-SOUTH
 DL1506'ROAD, 4 FEET EAST OF FENCE CORNER AND 2 FEET SOUTH OF FENCE
 DL1506'LINE.  IT IS STAMPED MARS 1950 AND PROJECTS 4 INCHES.
 DL1506'
 DL1506'TO REACH THE STATION FROM THE EAST SIDE OF THE TRIANGULAR
 DL1506'SHAPED PARKING AREA IN THE CENTER OF THE BUSINESS DISTRICT
 DL1506'IN STAMPS, GO SOUTH 0.1 MILE TO CROSS-STREETS, TURN LEFT
 DL1506'AND GO EAST FOR 0.25 MILE TO FORKS, BEAR RIGHT FOR 0.45
 DL1506'MILE TO FORKS, BEAR RIGHT AND FOLLOW SURFACED ROAD FOR 3.0
 DL1506'MILES TO FORKS JUST AFTER CROSSING RAILROAD, BEAR LEFT AND
 DL1506'FOLLOW GRADED ROAD SOUTH FOR 3.3 MILES TO ANGLING CROSSROAD
 DL1506'IN MC KAMIE, TURN RIGHT AND FOLLOW GRADED ROAD WEST FOR
 DL1506'2.5 MILES TO CROSSROAD AT MARS HILL BAPTIST CHURCH ON RIGHT
 DL1506'AND AZIMUTH MARK JUST NORTHWEST AS DESCRIBED, TURN LEFT
 DL1506'AND GO SOUTH FOR 0.35 MILE TO DRIVEWAY RIGHT, TURN RIGHT
 DL1506'INTO DRIVEWAY PASSING TO THE SOUTH OF GARAGE FOR ABOUT 100
 DL1506'FEET TO GATE IN WIRE FENCE LINE ON LEFT, TURN LEFT
 DL1506'THROUGH GATE AND STATION ON THE RIGHT AS DESCRIBED.
 DL1506'
 DL1506'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1506
 DL1506                          STATION RECOVERY (1951)
 DL1506
 DL1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1506'THE STATION WAS RECOVERED PRECISELY AS DESCRIBED AND ALL
 DL1506'THE MARKS WERE IN GOOD CONDITION.
 DL1506'
 DL1506'THE STATION MARK IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL
 DL1506'SURVEY, SET IN THE TOP OF A 6-INCH SQUARE CONCRETEPOST THAT
 DL1506'PROJECTS 6 INCHES.  THE DISK IS STAMPED MARS.
 DL1506'
 DL1506'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND THE DISK
 DL1506'IS STAMPED MARS USGS NO 1 1950.
 DL1506'
 DL1506'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND THE DISK
 DL1506'IS STAMPED MARS USGS NO 2 1950.
 DL1506'
 DL1506'THE AZIMUTH MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1506'MARS USGS 1950.
 DL1506'
 DL1506'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 DL1506'SET IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 DL1506'
 DL1506'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DL1506
 DL1506                          STATION RECOVERY (1963)
 DL1506
 DL1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1506'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1506'CONDITION.  R.M. NO. 1 IS NEAR THE NORTHEAST CORNER OF THE
 DL1506'GARDEN, 15 FEET WEST OF FENCE CORNER, 1 FOOT SOUTH OF A
 DL1506'FENCE AND IS FLUSH WITH THE GROUND.  R.M. NO. 2 IS ABOUT
 DL1506'SOUTH OF THE STATION, 25 FEET EAST OF A 12-INCH CEDAR TREE
 DL1506'AND 1 FOOT NORTH OF AN EAST-WEST FENCE.
 DL1506'
 DL1506'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1506'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1310 ***********************************************************************
 DL1310  DESIGNATION -  MARSDEN
 DL1310  PID         -  DL1310
 DL1310  STATE/COUNTY-  AR/BRADLEY
 DL1310  USGS QUAD   -  MARSDEN (1985)
 DL1310
 DL1310                         *CURRENT SURVEY CONTROL
 DL1310  ___________________________________________________________________
 DL1310* NAD 83(1997)-  33 21 28.88045(N)    092 11 47.92593(W)     ADJUSTED  
 DL1310* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 DL1310  ___________________________________________________________________
 DL1310  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DL1310  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DL1310
 DL1310  HORZ ORDER  -  SECOND
 DL1310
 DL1310.The horizontal coordinates were established by classical geodetic methods
 DL1310.and adjusted by the National Geodetic Survey in September 1999..
 DL1310
 DL1310.The orthometric height was scaled from a topographic map.
 DL1310
 DL1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1310
 DL1310.The geoid height was determined by GEOID03.
 DL1310
 DL1310;                    North         East     Units Scale Factor Converg.
 DL1310;SPC AR S     -   476,698.462   381,697.608   MT  0.99998764   -0 06 36.2
 DL1310;SPC AR S     - 1,563,968.20  1,252,286.24   sFT  0.99998764   -0 06 36.2
 DL1310;UTM  15      - 3,691,266.613   574,742.391   MT  0.99966887   +0 26 30.3
 DL1310
 DL1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1310!SPC AR S     -   0.99999626  x   0.99998764  =   0.99998390
 DL1310!UTM  15      -   0.99999626  x   0.99966887  =   0.99966513
 DL1310
 DL1310:                Primary Azimuth Mark                     Grid Az
 DL1310:SPC AR S     -  HERMITAGE SO LUMBER CO TANK              010 43 46.9
 DL1310:UTM  15      -  HERMITAGE SO LUMBER CO TANK              010 10 40.4
 DL1310
 DL1310|---------------------------------------------------------------------|
 DL1310| PID    Reference Object                     Distance      Geod. Az  |
 DL1310|                                                           dddmmss.s |
 DL1310| DL1312 HERMITAGE SO LUMBER CO TANK         APPROX. 9.7 KM 0103710.7 |
 DL1310| CY6945 MARSDEN RM 1                         26.404 METERS 04236     |
 DL1310| DL1304 VICK LOOKOUT TOWER 4 2 AFC          APPROX.10.6 KM 1154630.8 |
 DL1310| DL1305 BROAD                               APPROX.13.5 KM 1223027.8 |
 DL1310| CY6946 MARSDEN RM 2                         27.456 METERS 25403     |
 DL1310| DL1311 BUCKSNORT LOOKOUT TWR 4 1 AFC       APPROX. 7.0 KM 3434346.3 |
 DL1310|---------------------------------------------------------------------|
 DL1310
 DL1310                          SUPERSEDED SURVEY CONTROL
 DL1310
 DL1310  NAD 83(1986)-  33 21 28.89200(N)    092 11 47.91899(W) AD(       ) 2
 DL1310  NAD 27      -  33 21 28.47000(N)    092 11 47.41800(W) AD(       ) 2
 DL1310
 DL1310.Superseded values are not recommended for survey control.
 DL1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1310.See file dsdata.txt to determine how the superseded data were derived.
 DL1310
 DL1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7474291267(NAD 83)
 DL1310_MARKER: DS = TRIANGULATION STATION DISK
 DL1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1310
 DL1310  HISTORY     - Date     Condition        Report By
 DL1310  HISTORY     - 1952     MONUMENTED       CGS
 DL1310  HISTORY     - 19620330 GOOD             USGS
 DL1310  HISTORY     - 1964     GOOD             CGS
 DL1310
 DL1310                          STATION DESCRIPTION
 DL1310
 DL1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1310'THE STATION IS IN SECTION 1, T 15 S, R 10 W, ABOUT 7 MILES
 DL1310'SOUTH OF HERMITAGE, 3-1/2 MILES SOUTHWEST OF THE SETTLEMENT OF
 DL1310'INGALLS, 138 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 DL1310'50 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 21 FEET SOUTH
 DL1310'OF A BLAZED 10-INCH PINE TREE AND 9 FEET WEST OF A WHITE
 DL1310'4 IN X 4 IN WITNESS POST.
 DL1310'
 DL1310'TO REACH THE STATION FROM THE POST OFFICE IN INGALLS, GO
 DL1310'SOUTHWEST ON A GRAVELED ROAD 0.05 MILE TO A RAILROAD CROSSING,
 DL1310'CONTINUE SOUTHWEST ON THE MAIN GRAVELED ROAD FOR 3.15 MILES
 DL1310'TO THE STATION ON THE LEFT.
 DL1310'
 DL1310'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1310'
 DL1310'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1310'MARSDEN 1952.
 DL1310'
 DL1310'REFERENCE MARK 1 IS 37 FEET NORTH OF THE CENTER OF THE TRACK
 DL1310'ROAD AND 9 FEET SOUTH OF A 14-INCH PINE TREE.  THE MARK
 DL1310'PROJECTS 4 INCHES AND THE DISK IS STAMPED MARSDEN NO 1 1952.
 DL1310'
 DL1310'REFERENCE MARK 2 IS 71 FEET NORTHEAST OF THE CENTER OF THE
 DL1310'GRAVELED ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 DL1310'STAMPED MARSDEN NO 2 1952.
 DL1310'
 DL1310'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1310
 DL1310                          STATION RECOVERY (1962)
 DL1310
 DL1310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (JPM)
 DL1310'RECOVERED IN GOOD CONDITION.
 DL1310
 DL1310                          STATION RECOVERY (1964)
 DL1310
 DL1310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1310'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 DL1310'GOOD CONDITION.  THE STATION MARK RECOVERED ABOUT 138 FEET
 DL1310'EAST-SOUTHEAST OF CENTERLINE OF MAIN ROAD, 50 FEET SOUTH-SOUTHWEST
 DL1310'OF CENTERLINE OF A TRACK ROAD AND 21 FEET SOUTH-SOUTHWEST OF A
 DL1310'TRIANGLE-BLAZED PINE TREE.  R.M. NO. 1 IS 37 FEET NORTH-NORTHEAST
 DL1310'OF CENTERLINE OF TRACK ROAD AND 9 FEET SOUTH OF A 14-INCH
 DL1310'PINE TREE.  R.M. NO. 2 IS 71 FEET EAST-SOUTHEAST OF CENTERLINE
 DL1310'OF MAIN GRAVELED ROAD.
 DL1310'
 DL1310'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM INGALLS
 DL1310'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1771 ***********************************************************************
 FG1771  DESIGNATION -  MARSHALL
 FG1771  PID         -  FG1771
 FG1771  STATE/COUNTY-  AR/SEARCY
 FG1771  USGS QUAD   -  HARRIET (1963)
 FG1771
 FG1771                         *CURRENT SURVEY CONTROL
 FG1771  ___________________________________________________________________
 FG1771* NAD 83(1997)-  35 53 18.35395(N)    092 36 59.00179(W)     ADJUSTED  
 FG1771* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 FG1771  ___________________________________________________________________
 FG1771  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FG1771  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG1771
 FG1771  HORZ ORDER  -  FIRST
 FG1771
 FG1771.The horizontal coordinates were established by classical geodetic methods
 FG1771.and adjusted by the National Geodetic Survey in September 1999..
 FG1771
 FG1771.The orthometric height was scaled from a topographic map.
 FG1771
 FG1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1771
 FG1771.The geoid height was determined by GEOID03.
 FG1771
 FG1771;                    North         East     Units Scale Factor Converg.
 FG1771;SPC AR N     -   172,700.925   344,349.032   MT  0.99994998   -0 21 31.2
 FG1771;SPC AR N     -   566,602.95  1,129,751.78   sFT  0.99994998   -0 21 31.2
 FG1771;UTM  15      - 3,971,641.952   534,622.627   MT  0.99961477   +0 13 29.6
 FG1771
 FG1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1771!SPC AR N     -   0.99992543  x   0.99994998  =   0.99987541
 FG1771!UTM  15      -   0.99992543  x   0.99961477  =   0.99954023
 FG1771
 FG1771|---------------------------------------------------------------------|
 FG1771| PID    Reference Object                     Distance      Geod. Az  |
 FG1771|                                                           dddmmss.s |
 FG1771| CI2451 MARSHALL RM 1                        17.064 METERS 11554     |
 FG1771| CI2450 MARSHALL AZ MK                                     2300816.7 |
 FG1771| CI2452 MARSHALL RM 2                        12.348 METERS 23105     |
 FG1771|---------------------------------------------------------------------|
 FG1771
 FG1771                          SUPERSEDED SURVEY CONTROL
 FG1771
 FG1771  NAD 83(1986)-  35 53 18.36539(N)    092 36 59.00198(W) AD(       ) 1
 FG1771  NAD 27      -  35 53 18.08700(N)    092 36 58.40700(W) AD(       ) 1
 FG1771
 FG1771.Superseded values are not recommended for survey control.
 FG1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1771.See file dsdata.txt to determine how the superseded data were derived.
 FG1771
 FG1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3462371642(NAD 83)
 FG1771_MARKER: DS = TRIANGULATION STATION DISK
 FG1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1771_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1771
 FG1771  HISTORY     - Date     Condition        Report By
 FG1771  HISTORY     - 1953     MONUMENTED       CGS
 FG1771  HISTORY     - 1961     GOOD             SWBELL
 FG1771
 FG1771                          STATION DESCRIPTION
 FG1771
 FG1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1771'THE STATION IS IN SECTION 6, T 14 N, R 15 W, ABOUT 1-1/4
 FG1771'MILES SOUTH AND 3/4 MILE EAST OF MARSHALL, 1/2 MILE WEST
 FG1771'OF U.S. HIGHWAY 65, 30 FEET NORTHWEST OF THE CENTER OF A
 FG1771'GRAVEL ROAD, 8 FEET SOUTHWEST OF A 4 INCH WITNESS POST
 FG1771'AND 3 FEET NORTHWEST OF A WIRE FENCE.
 FG1771'
 FG1771'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 FG1771'AND STATE HIGHWAY 27 IN MARSHALL, GO SOUTHEAST ON U.S. HIGHWAY
 FG1771'65 FOR 1.15 MILES TO A FORK AT THE TOP OF THE GRADE, TAKE
 FG1771'RIGHT FORK AND GO WEST ON THE MAIN GRAVEL ROAD FOR 0.45
 FG1771'MILE TO A SIDE ROAD ON THE LEFT, CONTINUE WEST FOR 0.05
 FG1771'MILE TO THE TOP OF RIDGE, STATION ON THE RIGHT, CONTINUE
 FG1771'WEST AND SOUTH FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT
 FG1771'AS DESCRIBED.
 FG1771'
 FG1771'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1771'MARSHALL 1953.
 FG1771'
 FG1771'REFERENCE MARK 1 IS 21 FEET SOUTHEAST OF THE CENTER OF THE
 FG1771'GRAVEL ROAD AND 1 FOOT SOUTHEAST OF A WIRE FENCE.  THE MARK
 FG1771'PROJECTS 2 INCHES AND THE DISK IS STAMPED MARSHALL NO 1 1953.
 FG1771'
 FG1771'REFERENCE MARK 2 IS 29 FEET NORTHWEST OF THE CENTER OF THE
 FG1771'GRAVEL ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 FG1771'STAMPED MARSHALL NO 2 1953.
 FG1771'
 FG1771'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF THE GRAVEL
 FG1771'ROAD, 3 FEET SOUTH OF A 4 INCH WITNESS POST AND 1 FOOT EAST
 FG1771'OF A WIRE FENCE.
 FG1771'
 FG1771'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FG1771
 FG1771                          STATION RECOVERY (1961)
 FG1771
 FG1771'RECOVERY NOTE BY SOUTH WESTERN BELL TELEPHONE COMPANY 1961
 FG1771'STATION, REFERENCE MARKS AND AZIMUTH MARK IN GOOD CONDITION.
 FG1771'BEARING SHOWN IN DESCRIPTION 1099 IS RM1, SSW.  SHOULD READ
 FG1771'SSE.  DISTANCE REFERENCE CORRECT.  DIRECTION MARK NOT VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0867 ***********************************************************************
 EK0867  DESIGNATION -  MARTHA
 EK0867  PID         -  EK0867
 EK0867  STATE/COUNTY-  AR/HOWARD
 EK0867  USGS QUAD   -  DIERKS (1966)
 EK0867
 EK0867                         *CURRENT SURVEY CONTROL
 EK0867  ___________________________________________________________________
 EK0867* NAD 83(1997)-  34 04 55.40649(N)    094 01 47.57271(W)     ADJUSTED  
 EK0867* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 EK0867  ___________________________________________________________________
 EK0867  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 EK0867  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EK0867
 EK0867  HORZ ORDER  -  THIRD
 EK0867
 EK0867.The horizontal coordinates were established by classical geodetic methods
 EK0867.and adjusted by the National Geodetic Survey in September 1999..
 EK0867
 EK0867.The orthometric height was scaled from a topographic map.
 EK0867
 EK0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0867
 EK0867.The geoid height was determined by GEOID03.
 EK0867
 EK0867;                    North         East     Units Scale Factor Converg.
 EK0867;SPC AR S     -   558,841.354   212,677.849   MT  0.99991881   -1 08 10.0
 EK0867;SPC AR S     - 1,833,465.34    697,760.58   sFT  0.99991881   -1 08 10.0
 EK0867;UTM  15      - 3,771,732.970   404,982.323   MT  0.99971129   -0 34 37.8
 EK0867
 EK0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0867!SPC AR S     -   0.99998016  x   0.99991881  =   0.99989898
 EK0867!UTM  15      -   0.99998016  x   0.99971129  =   0.99969146
 EK0867
 EK0867:                Primary Azimuth Mark                     Grid Az
 EK0867:SPC AR S     -  DIERKS                                   017 30 24.6
 EK0867:UTM  15      -  DIERKS                                   016 56 52.4
 EK0867
 EK0867|---------------------------------------------------------------------|
 EK0867| PID    Reference Object                     Distance      Geod. Az  |
 EK0867|                                                           dddmmss.s |
 EK0867| EK1022 DIERKS                              APPROX. 9.2 KM 0162214.6 |
 EK0867| EK0866 DIERKS MUNICIPAL TANK               APPROX. 4.6 KM 0170833.4 |
 EK0867| CX6721 MARTHA RM 1                          22.300 METERS 02103     |
 EK0867| CX6722 MARTHA RM 2                          21.894 METERS 17439     |
 EK0867|---------------------------------------------------------------------|
 EK0867
 EK0867                          SUPERSEDED SURVEY CONTROL
 EK0867
 EK0867  NAD 83(1997)-  34 04 55.41205(N)    094 01 47.56877(W) AD(       ) 3
 EK0867  NAD 83(1986)-  34 04 55.41519(N)    094 01 47.56490(W) AD(       ) 3
 EK0867  NAD 27      -  34 04 55.01050(N)    094 01 46.85820(W) AD(       ) 3
 EK0867
 EK0867.Superseded values are not recommended for survey control.
 EK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0867.See file dsdata.txt to determine how the superseded data were derived.
 EK0867
 EK0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0498271733(NAD 83)
 EK0867_MARKER: DS = TRIANGULATION STATION DISK
 EK0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EK0867
 EK0867  HISTORY     - Date     Condition        Report By
 EK0867  HISTORY     - 1951     MONUMENTED       CGS
 EK0867  HISTORY     - 1962     GOOD             CGS
 EK0867  HISTORY     - 1968     GOOD             CGS
 EK0867
 EK0867                          STATION DESCRIPTION
 EK0867
 EK0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 EK0867'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF DIERKS,
 EK0867'ON THE SUMMIT OF A LOW, HEAVILY WOODED HILL, 97 FEET SOUTHWEST
 EK0867'OF THE CENTER OF A GRAVELED ROAD, 30 FEET NORTHWEST OF THE
 EK0867'CENTER OF A DIM WOODS ROAD, AND 15 FEET SOUTH OF A 12-INCH
 EK0867'TREE.
 EK0867'
 EK0867'TO REACH THE STATION FROM THE POST OFFICE IN DIERKS, GO SOUTH
 EK0867'AND SOUTHWESTERLY ON U.S. HIGHWAY NO. 70 FOR 0.25 MILE
 EK0867'TO A GRAVELED SIDE ROAD ON THE LEFT.  THEN LEFT, SOUTHERLY,
 EK0867'FOR 2.75 MILES TO A SIDE ROAD ON THE RIGHT.  THEN RIGHT,
 EK0867'WESTERLY, FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EK0867'
 EK0867'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 EK0867'MARTHA 1951.
 EK0867'
 EK0867'REFERENCE MARK NO. 1 IS 32 FEET SOUTHEAST OF A POWER LINE
 EK0867'POLE, AND 20 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 EK0867'ROAD.  IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED MARTHA
 EK0867'NO 1 1951.
 EK0867'
 EK0867'REFERENCE MARK NO. 2 IS 36 FEET SOUTHEAST OF THE CENTER OF THE
 EK0867'DIM WOODS ROAD.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 EK0867'MARTHA NO 2 1951.
 EK0867'
 EK0867'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 EK0867'
 EK0867'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 EK0867'CONCRETE CYLINDERS.
 EK0867'
 EK0867'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EK0867
 EK0867                          STATION RECOVERY (1962)
 EK0867
 EK0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EK0867'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 EK0867'GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 EK0867'IS ADEQUATE FOR RECOVERY.
 EK0867
 EK0867                          STATION RECOVERY (1968)
 EK0867
 EK0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 EK0867'THE STATION WAS VISITED 5-8-68 AND THE STATION MARK AND
 EK0867'RMS WERE FOUND IN GOOD CONDITION.  HOWEVER, DUE TO BUILDING A
 EK0867'HOUSE AND IMPROVEMENTS ON THE PROPERTY THE STATION MARK IS
 EK0867'UNDER THE BACK PORTION OF A HOUSE AND BOTH REFERENCE MARKS
 EK0867'ARE OBSTRUCTED FROM THE STATION, R.M. NO. 1 BY THE HOUSE,
 EK0867'AND R.M. NO. 2 BY A PUMPHOUSE.  THE STATION COULD NOT BE
 EK0867'MOVED BUT THE MARK CAN BE SEEN FROM THE SOUTH SIDE OF THE
 EK0867'HOUSE AND CAN BE MEASURED FROM IF NECESSARY.  A NEW
 EK0867'DESCRIPTION FOLLOWS--
 EK0867'
 EK0867'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHWEST OF DIERKS,
 EK0867'ON A LOW HILL OWNED BY MR. ROBERT L. WALKER, 0.1 MILE WEST
 EK0867'OF A GRAVELED ROAD, 87 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 EK0867'OF A GRAVELED ROAD, UNDER THE BACK PORTION OF THE HOUSE,
 EK0867'6.3 FEET NORTH-NORTHEAST OF THE SOUTH WALL OF THE HOUSE,
 EK0867'11 FEET WEST-NORTHWEST OF THE EAST WALL OF THE HOUSE, AND
 EK0867'35 FEET NORTH OF THE NORTH CORNER OF THE PUMPHOUSE.  IT IS
 EK0867'A TRIANGULATION STATION DISK STAMPED MARTHA 1951, PROJECTING
 EK0867'2-INCHES.
 EK0867'
 EK0867'REFERENCE MARK NO. 1 IS 73.16 FEET NORTH OF THE STATION,
 EK0867'44 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, 18 FEET
 EK0867'SOUTH-SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, 33
 EK0867'FEET SOUTHEAST OF A POWER POLE WITH A YARD LIGHT, AND 27
 EK0867'FEET SOUTHWEST OF AN 18-INCH PINE TREE ACROSS THE ROAD.  IT
 EK0867'IS A REFERENCE MARK DISK STAMPED MARTHA NO 1 1951, FLUSH WITH
 EK0867'THE GROUND.
 EK0867'
 EK0867'REFERENCE MARK NO. 2 IS 71.83 FEET SOUTH-SOUTHEAST OF THE
 EK0867'STATION, 123 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF A
 EK0867'GRAVELED ROAD, IN THE SOUTHEAST CORNER OF THE YARD, 24 FEET
 EK0867'SOUTH OF THE SOUTH CORNER OF THE PUMPHOUSE.  IT IS A REFERENCE
 EK0867'MARK DISK STAMPED MARTHA NO 2 1951, FLUSH WITH THE GROUND.
 EK0867'
 EK0867'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION.
 EK0867'
 EK0867'TO REACH THE STATION FROM THE POST OFFICE IN DIERKS, GO SOUTH
 EK0867'AND SOUTHWEST ON U.S. HIGHWAY 70 FOR 0.25 MILE TO A SIDE
 EK0867'ROAD LEFT, TURN LEFT AND GO SOUTHWEST FOR 2.75 MILES TO A
 EK0867'SIDE ROAD RIGHT, TURN RIGHT FOR 0.1 MILE TO TOP OF HILL AND
 EK0867'STATION ON THE LEFT.
 EK0867'
 EK0867'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES
 EK0867'SSW OF DIERKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2023 ***********************************************************************
 FF2023  DESIGNATION -  MARTINE 2
 FF2023  PID         -  FF2023
 FF2023  STATE/COUNTY-  AR/CRITTENDEN
 FF2023  USGS QUAD   -  FLETCHER LAKE (1993)
 FF2023
 FF2023                         *CURRENT SURVEY CONTROL
 FF2023  ___________________________________________________________________
 FF2023* NAD 83(1997)-  35 02 44.35344(N)    090 14 20.95227(W)     ADJUSTED  
 FF2023* NAVD 88     -        63.4    (meters)     208.     (feet)  VERTCON   
 FF2023  ___________________________________________________________________
 FF2023  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FF2023  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF2023
 FF2023  HORZ ORDER  -  SECOND
 FF2023
 FF2023.The horizontal coordinates were established by classical geodetic methods
 FF2023.and adjusted by the National Geodetic Survey in September 1999..
 FF2023
 FF2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2023
 FF2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2023
 FF2023.The geoid height was determined by GEOID03.
 FF2023
 FF2023;                    North         East     Units Scale Factor Converg.
 FF2023;SPC AR N     -    80,462.643   560,643.325   MT  0.99997982   +1 01 28.7
 FF2023;SPC AR N     -   263,984.52  1,839,377.31   sFT  0.99997982   +1 01 28.7
 FF2023;SPC MS W     -   614,941.803   708,592.307   MT  0.99995091   +0 03 14.7
 FF2023;SPC MS W     - 2,017,521.57  2,324,773.26   sFT  0.99995091   +0 03 14.7
 FF2023;SPC TN       -    87,408.754   213,335.065   MT  1.00004234   -2 28 54.4
 FF2023;SPC TN       -   286,773.55    699,916.79   sFT  1.00004234   -2 28 54.4
 FF2023;UTM  15      - 3,881,591.469   751,825.267   MT  1.00038164   +1 35 10.3
 FF2023
 FF2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2023!SPC AR N     -   0.99999431  x   0.99997982  =   0.99997413
 FF2023!SPC MS W     -   0.99999431  x   0.99995091  =   0.99994522
 FF2023!SPC TN       -   0.99999431  x   1.00004234  =   1.00003665
 FF2023!UTM  15      -   0.99999431  x   1.00038164  =   1.00037595
 FF2023
 FF2023:                Primary Azimuth Mark                     Grid Az
 FF2023:SPC AR N     -  MARTINE 2 AZ MK                          359 31 06.9
 FF2023:SPC MS W     -  MARTINE 2 AZ MK                          000 29 20.9
 FF2023:SPC TN       -  MARTINE 2 AZ MK                          003 01 30.0
 FF2023:UTM  15      -  MARTINE 2 AZ MK                          358 57 25.3
 FF2023
 FF2023|---------------------------------------------------------------------|
 FF2023| PID    Reference Object                     Distance      Geod. Az  |
 FF2023|                                                           dddmmss.s |
 FF2023| FF2032 MARTINE 2 AZ MK                     APPROX. 0.7 KM 0003235.6 |
 FF2023| FF2037 WEST MEMPHIS N MUNICIPAL TANK       APPROX.13.2 KM 0210015.8 |
 FF2023| FF2035 W MEMPHIS COTTON OIL MILL TK        APPROX.13.2 KM 0220909.8 |
 FF2023| FF2038 WEST MEMPHIS S MUNICIPAL TANK       APPROX.12.2 KM 0244416.1 |
 FF2023| FF2036 WEST MEMPHIS FED TANK               APPROX.12.5 KM 0262650.8 |
 FF2023| FF2034 W MEMPHIS PLANTERS COMPRESS TK      APPROX.10.8 KM 0271025.6 |
 FF2023| FF1983 MEMPHIS FIRESTONE TIRE CO STK       APPROX.24.2 KM 0525538.4 |
 FF2023| CI4595 MARTINE 2 RM 6                        6.322 METERS 05318     |
 FF2023| CI4594 MARTINE 2 RM 5                        6.325 METERS 05327     |
 FF2023| FF1970 US ENGINEERS RADIO MAST             APPROX.16.1 KM 0533301.5 |
 FF2023| FF1968 RADIO STATION KWEM MAST             APPROX.16.5 KM 0533559.6 |
 FF2023| FF2000 MEMPHIS TVA STEAM PLANT N STK       APPROX.19.4 KM 0622506.7 |
 FF2023| FF2013 MEMPHIS INTL HARVESTER TANK         APPROX.16.9 KM 0645949.9 |
 FF2023| CI4592 MARTINE 2 RM 3                       25.648 METERS 12250     |
 FF2023| FF2027 WAVERLY                             424.157 METERS 2034325.4 |
 FF2023| CI4593 MARTINE 2 RM 4                       26.133 METERS 22519     |
 FF2023|---------------------------------------------------------------------|
 FF2023
 FF2023                          SUPERSEDED SURVEY CONTROL
 FF2023
 FF2023  NAD 83(1997)-  35 02 44.35367(N)    090 14 20.95221(W) AD(       ) 2
 FF2023  NAD 83(1997)-  35 02 44.35547(N)    090 14 20.95181(W) AD(       ) 2
 FF2023  NAD 83(1997)-  35 02 44.36044(N)    090 14 20.95267(W) AD(       ) 2
 FF2023  NAD 83(1986)-  35 02 44.36329(N)    090 14 20.95255(W) AD(       ) 2
 FF2023  NAD 27      -  35 02 44.02400(N)    090 14 20.61000(W) AD(       ) 2
 FF2023  NGVD 29 (07/19/86)   63.4    (m)          208.     (f) VERT ANG       
 FF2023
 FF2023.Superseded values are not recommended for survey control.
 FF2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2023.See file dsdata.txt to determine how the superseded data were derived.
 FF2023
 FF2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5182581591(NAD 83)
 FF2023_MARKER: DS = TRIANGULATION STATION DISK
 FF2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2023
 FF2023  HISTORY     - Date     Condition        Report By
 FF2023  HISTORY     - 1933     MONUMENTED       USE
 FF2023  HISTORY     - 1954     GOOD             CGS
 FF2023  HISTORY     - 1959     GOOD             CGS
 FF2023  HISTORY     - 1979     GOOD             NGS
 FF2023
 FF2023                          STATION DESCRIPTION
 FF2023
 FF2023'DESCRIBED BY US ENGINEERS 1933
 FF2023'ON RIGHT BANK OF MISSISSIPPI RIVER, ABOUT 8 MILES SOUTHWEST
 FF2023'OF WEST MEMPHIS, ABOUT 1,000 FEET TO LAND SIDE OF LOWER ST.
 FF2023'FRANCIS LEVEE, AT POINT 1,300 FEET BELOW LEVEE MILEPOST 161/162,
 FF2023'ABOUT 700 FEET SOUTH OF THE FETIE MARTINE PLANTATION HOUSE
 FF2023'AND STORE, 3 FEET WEST OF NORTH-AND-SOUTH WIRE FENCE, AND
 FF2023'30 FEET EAST OF NORTH-AND-SOUTH PLANTATION ROAD TO LEVEE.
 FF2023'TO REACH FROM WEST MEMPHIS, GO WEST ON U.S. ROUTE 70 TO FIRST
 FF2023'GRAVEL ROAD LEADING SOUTH, FOLLOW THIS TO GRAVEL ROAD WHICH
 FF2023'TURNS WEST AT POINT DIRECTLY SOUTH OF HULBERT RAILWAY
 FF2023'STATION, AND FOLLOW 7.3 MILES TO SHARP TURN TO RIGHT AND
 FF2023'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FF2023'STATION DISKS IN CONCRETE, ESTABLISHED IN
 FF2023'1929 FOR STATION MARTINE (SEE DESCRIPTION THEREOF) AND
 FF2023'RESET IN ABOVE POSITION IN 1933.  MARKS ARE STAMPED MARTINE
 FF2023'1929.  STATION MARTINE, WHICH WAS DESTROYED BY LEVEE
 FF2023'CONSTRUCTION, WAS 968.97 FEET FROM STATION, S 02 DEG 07 MIN 52 SEC W.
 FF2023'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FF2023'CONCRETE, IN SAME POSITION AS ESTABLISHED IN
 FF2023'1929.  NO. 1 IS IN SOUTHEAST CORNER OF YARD ABOUT WAVERLY
 FF2023'SCHOOLHOUSE, 16 FEET WEST OF CENTER LINE OF ROAD, 25 FEET SOUTH
 FF2023'OF 20-INCH DECIDUOUS TREE, AND 784.80 FEET FROM STATION,
 FF2023'S 01 DEG 27 MIN 24 SEC E.  MARTINE REFERENCE MARK NO. 2
 FF2023'IS ON BANQUETTE OF LEVEE AND 1,295.55 FEET FROM STATION,
 FF2023'S 36 DEG 18 MIN 59 SEC W.  STATION B.M. KURR (U.S.E.)
 FF2023'(SEE DESCRIPTION THEREOF) IS 1,809.58 FEET FROM MARTINE REFERENCE
 FF2023'MARK NO. 2, N 25 DEG 22 MIN 53 SEC E, AND 591.05 FEET
 FF2023'FROM STATION, N 00 DEG 48 MIN 59 SEC E.
 FF2023
 FF2023                          STATION RECOVERY (1954)
 FF2023
 FF2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2023'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WEST MEMPHIS,
 FF2023'51 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 47 FEET SOUTHEAST
 FF2023'OF A T ROAD JUNCTION AND 8 FEET SOUTHEAST OF A FENCE CORNER.  IT
 FF2023'IS STAMPED MARTINE 2 AND IT IS 3 INCHES BELOW THE SURFACE OF
 FF2023'THE GROUND.
 FF2023'
 FF2023'REFERENCE MARK NO. 3 IS 106 FEET EAST OF THE CENTER OF THE
 FF2023'GRAVELED ROAD, 70 FEET EAST OF A POWER LINE POLE AND 15-1/2
 FF2023'FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.  IT
 FF2023'PROJECTS 5 INCHES AND IS STAMPED MARTINE 2 NO 3 1954.
 FF2023'
 FF2023'REFERENCE MARK NO. 4 IS 88 FEET SOUTH SOUTHWEST OF A T ROAD
 FF2023'JUNCTION, 26 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 FF2023'2 FEET NORTH OF A POWER LINE POLE.  IT PROJECTS 5 INCHES AND
 FF2023'IS STAMPED MARTINE 2 NO 4 1954.
 FF2023'
 FF2023'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 132.49 FEET.
 FF2023'
 FF2023'THE AZIMUTH MARK IS SET IN A DRILL HOLE IN A CONCRETE CULVERT,
 FF2023'16 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 7 FEET
 FF2023'NORTHEAST OF A TREE WITH A TRIANGLE BLAZE.  IT IS STAMPED MARTINE
 FF2023'2 1954.
 FF2023'
 FF2023'TO REACH THE STATION FROM THE WEST MEMPHIS POST OFFICE GO
 FF2023'WEST ON U.S. HIGHWAY 70 FOR 0.5 MILE TO A T ROAD LEFT, TURN LEFT
 FF2023'AND GO 1.15 MILES TO A T ROAD RIGHT, JUST AFTER CROSSING THE
 FF2023'RAILROAD TRACKS IN HULBERT.  TURN RIGHT AND GO WEST AND SOUTH
 FF2023'ON THE MAIN TRAVELED ROAD FOR 4.9 MILES TO A RAILROAD CROSSING,
 FF2023'CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 4.2 MILES TO A T
 FF2023'ROAD RIGHT.  HERE LEAVE THE MAIN TRAVELED ROAD AND CONTINUE
 FF2023'SOUTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FF2023'SOUTH ON THE GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE
 FF2023'LEFT AS DESCRIBED.
 FF2023'
 FF2023'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2023
 FF2023                          STATION RECOVERY (1959)
 FF2023
 FF2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF2023'THE STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AND FOUND
 FF2023'IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS REMOVED AND A NO. 5
 FF2023'WAS SET AT A NEW LOCATION.  A COMPLETE DISCRIPTION FOLLOWS-
 FF2023'
 FF2023'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WEST MEMPHIS,
 FF2023'0.25 MILE NORTH OF A LEVEE, 36 FEET EAST OF THE CENTER OF M.C.
 FF2023'BAUMANNS GRAVELED ROAD, 23 FEET WEST-SOUTHWEST OF A LARGE PECAN
 FF2023'TREE AND 8 FEET SOUTHEAST OF A FENCE CORNER-POST.  IT IS SET
 FF2023'3 INCHES UNDER GROUND AND STAMPED MARTINE 2 1954.
 FF2023'
 FF2023'REFERENCE MARK NO. 4 IS 26 FEET WEST OF THE CENTER OF THE
 FF2023'GRAVELED ROAD AND 2 FEET NORTH OF A POWER POLE.  THE MARK
 FF2023'PROJECTS 4 INCHES AND IS STAMPED MARTINE NO 4 1954.
 FF2023'
 FF2023'REFERENCE MARK NO. 5 IS 52 FEET EAST OF THE GRAVELED ROAD
 FF2023'CENTER LINE, 4 FEET NORTH OF A FENCE, 20 FEET EAST OF A FENCE
 FF2023'CORNER-POST AND 3 FEET WEST OF A LARGE PECAN TREE.  THE MARK
 FF2023'PROJECTS 4 INCHES AND IS STAMPED MARTINE 2 NO 5 1954.
 FF2023'
 FF2023'THE AZIMUTH MARK IS SET ON THE TOP OF A CULVERT HEADWALL, 16
 FF2023'FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 7 FEET
 FF2023'NORTHEAST OF A LOCUST TREE.  THE MARK IS STAMPED MARTINE 2
 FF2023'1954.
 FF2023'
 FF2023'TO REACH THE STATION FROM THE POST OFFICE IN WEST MEMPHIS
 FF2023'GO 1 BLOCK SOUTH TO U.S. HIGHWAY 70 THEN GO WEST 0.5 MILE TO
 FF2023'HULBERT ROAD.  GO SOUTH 1.15 MILES TO A T ROAD RIGHT, JUST AFTER
 FF2023'CROSSING A RAILROAD IN HULBERT.  GO WEST AND SOUTH ON BLACK-TOP
 FF2023'ROAD FOR 7.0 MILES TO RIGHT TURN AND A GRAVELED ROAD LEADING
 FF2023'SOUTH.  GO SOUTH ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 FF2023'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH 0.4
 FF2023'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 FF2023
 FF2023                          STATION RECOVERY (1979)
 FF2023
 FF2023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2023'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 FF2023'RECOVERED IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE
 FF2023'MARK 5 WAS STILL IN PLACE WITH JUST THE STEM OF THE DISK REMAINING
 FF2023'IN PLACE.  A REFERENCE MARK 6 WAS SET USING THE OLD MONUMENT AND
 FF2023'PUTTING THE NEW DISK IN APPROXIMATELY THE SAME PLACE.  THE
 FF2023'DIRECTION TO REFERENCE MARK 4 AND THE AZIMUTH CHECKED THE PREVIOUS
 FF2023'DATA.  THE DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE 0.015
 FF2023'METER LONGER THAN PREVIOUS MEASUREMENT.
 FF2023'
 FF2023'THE STATION IS LOCATED ABOUT 16.1 KM SOUTHWEST OF WEST MEMPHIS
 FF2023'AND 0.4 KM NORTH OF THE MAIN LEVEE ON WEST SIDE OF MISSISSIPPI
 FF2023'RIVER.
 FF2023'PERMISSION FOR THE STATION WAS GIVEN BY
 FF2023'THE PROPERTY OWNER, MR. ALLEN THOMSON, MEMPHIS,
 FF2023'TENNESSEE, TELEPHONE NUMBER 901-525-6647.
 FF2023'
 FF2023'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAYS 70, 79 AND
 FF2023'STATE HIGHWAY 77 IN THE CENTER OF WEST MEMPHIS, GO WEST ON U.S.
 FF2023'HIGHWAYS 70 AND 79 FOR 4.1 KM (2.55 MI) TO A PAVED
 FF2023'ROAD ON THE LEFT.
 FF2023'TURN LEFT AND GO SOUTH, TOWARD AIRPORT,
 FF2023'FOR 2.7 KM (1.7 MI) TO A PAVED
 FF2023'ROAD ON THE LEFT JUST AFTER CROSSING RAILROAD TRACKS.  CONTINUE
 FF2023'AHEAD AND GO SOUTH, WEST AND SOUTH ON PAVED ROAD
 FF2023'FOR 8.5 KM (5.3 MI) TO
 FF2023'WHERE PAVED ROAD CURVES TO THE RIGHT AND A GRAVELED ROAD CONTINUES
 FF2023'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD FOR
 FF2023'0.08 KM (0.05 MI) TO THE
 FF2023'AZIMUTH MARK ON THE RIGHT IN A CULVERT.  CONTINUE AHEAD ON
 FF2023'GRAVELED ROAD FOR .08 KM (0.5 MI) TO THE STATION
 FF2023'ON THE LEFT IN A PECAN ORCHARD.
 FF2023'
 FF2023'THE STATION IS A STANDARD CGS DISK
 FF2023'STAMPED---MARTINE 2---,
 FF2023'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FF2023'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 FF2023'20.3 METERS NORTH FROM BRICK POST IN ORCHARD,
 FF2023'10.4 METERS EAST FROM CENTER OF GRAVELED ROAD AND
 FF2023'7.2 METERS SOUTHWEST FROM LARGE PECAN TREE.
 FF2023'
 FF2023'REFERENCE MARK NUMBER 4 IS A STANDARD CGS DISK
 FF2023'STAMPED---MARTINE 2 NO 4 1954---,
 FF2023'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 FF2023'PROJECTING 5 CM BELOW THE GROUND.  IT IS LOCATED
 FF2023'24.2 METERS WEST FROM BRICK POST IN ORCHARD AND
 FF2023'8.5 METERS WEST FROM CENTER OF GRAVELED ROAD.
 FF2023'MARK IS LEVEL WITH STATION.
 FF2023'
 FF2023'REFERENCE MARK NUMBER 6 IS A STANDARD NGS DISK
 FF2023'STAMPED---MARTINE 2 1933 NO 6 1979---,
 FF2023'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 FF2023'PROJECTING 5 CM BELOW THE GROUND.  IT IS LOCATED
 FF2023'23.4 METERS NORTH FROM BRICK POST IN ORCHARD,
 FF2023'15.4 METERS EAST FROM CENTER OF GRAVELED ROAD AND
 FF2023'1.1 METERS WEST FROM LARGE PECAN TREE.
 FF2023'MARK IS LEVEL WITH STATION.
 FF2023'
 FF2023'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS DISK
 FF2023'STAMPED---MARTINE 2 1954---,
 FF2023'SET INTO A DRILL HOLE IN CONCRETE CULVERT.
 FF2023'IT IS LOCATED
 FF2023'5.0 METERS WEST FROM CENTER OF GRAVELED ROAD AND
 FF2023'1.5 METERS SOUTH FROM NORTH END OF CONCRETE CULVERT.
 FF2023'
 FF2023'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2032 ***********************************************************************
 FF2032  DESIGNATION -  MARTINE 2 AZ MK
 FF2032  PID         -  FF2032
 FF2032  STATE/COUNTY-  AR/CRITTENDEN
 FF2032  USGS QUAD   -  FLETCHER LAKE (1993)
 FF2032
 FF2032                         *CURRENT SURVEY CONTROL
 FF2032  ___________________________________________________________________
 FF2032* NAD 83(1997)-  35 03 05.46760(N)    090 14 20.70883(W)     ADJUSTED  
 FF2032* NAVD 88     -        62.8    (meters)     206.     (feet)  VERTCON   
 FF2032  ___________________________________________________________________
 FF2032  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 FF2032  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF2032
 FF2032  HORZ ORDER  -  SECOND
 FF2032
 FF2032.The horizontal coordinates were established by classical geodetic methods
 FF2032.and adjusted by the National Geodetic Survey in September 1999..
 FF2032
 FF2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2032
 FF2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2032
 FF2032.The geoid height was determined by GEOID03.
 FF2032
 FF2032;                    North         East     Units Scale Factor Converg.
 FF2032;SPC AR N     -    81,113.312   560,637.858   MT  0.99997887   +1 01 28.8
 FF2032;SPC AR N     -   266,119.26  1,839,359.37   sFT  0.99997887   +1 01 28.8
 FF2032;SPC TN       -    88,058.581   213,369.405   MT  1.00004095   -2 28 54.2
 FF2032;SPC TN       -   288,905.53    700,029.46   sFT  1.00004095   -2 28 54.2
 FF2032;UTM  15      - 3,882,242.315   751,813.417   MT  1.00038157   +1 35 11.3
 FF2032
 FF2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2032!SPC AR N     -   0.99999441  x   0.99997887  =   0.99997328
 FF2032!SPC TN       -   0.99999441  x   1.00004095  =   1.00003536
 FF2032!UTM  15      -   0.99999441  x   1.00038157  =   1.00037598
 FF2032
 FF2032                          SUPERSEDED SURVEY CONTROL
 FF2032
 FF2032  NAD 83(1997)-  35 03 05.46782(N)    090 14 20.70877(W) AD(       ) 2
 FF2032  NAD 83(1997)-  35 03 05.46962(N)    090 14 20.70842(W) AD(       ) 2
 FF2032  NAD 83(1997)-  35 03 05.47459(N)    090 14 20.70923(W) AD(       ) 2
 FF2032  NAD 83(1986)-  35 03 05.47741(N)    090 14 20.70915(W) AD(       ) 2
 FF2032  NAD 27      -  35 03 05.13862(N)    090 14 20.36693(W) AD(       ) 2
 FF2032  NGVD 29 (07/19/86)   62.8    (m)          206.     (f) VERT ANG       
 FF2032
 FF2032.Superseded values are not recommended for survey control.
 FF2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2032.See file dsdata.txt to determine how the superseded data were derived.
 FF2032
 FF2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5181382242(NAD 83)
 FF2032_MARKER: DZ = AZIMUTH MARK DISK
 FF2032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2032+STABILITY: SURFACE MOTION
 FF2032
 FF2032  HISTORY     - Date     Condition        Report By
 FF2032  HISTORY     - 1979     MONUMENTED       NGS
 FF2032
 FF2032                          STATION DESCRIPTION
 FF2032
 FF2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2032'THE STATION IS LOCATED ABOUT 16.1 KM SOUTHWEST OF WEST MEMPHIS
 FF2032'AND 1.2 KM NORTH OF THE MAIN LEVEE ON WEST SIDE OF MISSISSIPPI
 FF2032'RIVER.
 FF2032'PERMISSION FOR THE STATION WAS GIVEN BY
 FF2032'THE PROPERTY OWNER, MR. ALLEN THOMSON, MEMPHIS,
 FF2032'TENNESSEE, TELEPHONE NUMBER 901-525-6647.
 FF2032'
 FF2032'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79 AND
 FF2032'STATE HIGHWAY 77 IN THE CENTER OF WEST MEMPHIS, GO WEST ON U.S.
 FF2032'HIGHWAYS 70 AND 79 FOR 4.1 KM (2.55 MI) TO A PAVED ROAD ON THE LEFT.
 FF2032'TURN LEFT AND GO SOUTH TOWARD AIRPORT FOR 2.7 KM (1.7 MI)
 FF2032'TO A PAVED
 FF2032'ROAD ON THE LEFT JUST AFTER CROSSING OVER RAILROAD TRACKS.
 FF2032'CONTINUE AHEAD AND GO SOUTH, WEST AND SOUTH FOR 8.5 KM (5.3 MI )TO
 FF2032'WHERE THE PAVED ROAD CURVES RIGHT AND A GRAVELED ROAD CONTINUES
 FF2032'STRAIGHT AHEAD.  CONTINUE AHEAD ON GRAVELED ROAD FOR
 FF2032'0.08 KM (0.05 MI)
 FF2032'TO THE STATION ON THE RIGHT IN A CONCRETE CULVERT.
 FF2032'
 FF2032'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 FF2032'STAMPED---MARTINE 2 1954---,
 FF2032'SET INTO A DRILL HOLE IN CONCRETE CULVERT.
 FF2032'IT IS LOCATED
 FF2032'5.0 METERS WEST FROM CENTER OF GRAVELED ROAD AND
 FF2032'1.5 METERS SOUTH FROM NORTH END OF CULVERT.
 FF2032'
 FF2032'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2872 ***********************************************************************
 EH2872  DESIGNATION -  MARVELL
 EH2872  PID         -  EH2872
 EH2872  STATE/COUNTY-  AR/PHILLIPS
 EH2872  USGS QUAD   -  MARVELL (1971)
 EH2872
 EH2872                         *CURRENT SURVEY CONTROL
 EH2872  ___________________________________________________________________
 EH2872* NAD 83(1997)-  34 33 41.60018(N)    090 55 27.11213(W)     ADJUSTED  
 EH2872* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 EH2872  ___________________________________________________________________
 EH2872  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 EH2872  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH2872
 EH2872  HORZ ORDER  -  SECOND
 EH2872
 EH2872.The horizontal coordinates were established by classical geodetic methods
 EH2872.and adjusted by the National Geodetic Survey in September 1999..
 EH2872
 EH2872.The orthometric height was scaled from a topographic map.
 EH2872
 EH2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2872
 EH2872.The geoid height was determined by GEOID03.
 EH2872
 EH2872;                    North         East     Units Scale Factor Converg.
 EH2872;SPC AR S     -   610,689.220   498,723.276   MT  0.99996069   +0 36 07.6
 EH2872;SPC AR S     - 2,003,569.55  1,636,227.95   sFT  0.99996069   +0 36 07.6
 EH2872;UTM  15      - 3,826,380.546   690,440.169   MT  1.00004704   +1 10 40.6
 EH2872
 EH2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2872!SPC AR S     -   0.99999404  x   0.99996069  =   0.99995473
 EH2872!UTM  15      -   0.99999404  x   1.00004704  =   1.00004108
 EH2872
 EH2872|---------------------------------------------------------------------|
 EH2872| PID    Reference Object                     Distance      Geod. Az  |
 EH2872|                                                           dddmmss.s |
 EH2872| CY6948 MARVELL RM 1                         32.559 METERS 08539     |
 EH2872| CY6947 MARVELL AZ MK                                      0970439.6 |
 EH2872| EH2874 MARVELL MUNICIPAL TANK              APPROX. 1.0 KM 1210852.0 |
 EH2872| EH2875 MARVELL FEDERAL COMPRESS NE TK      APPROX. 0.6 KM 1540018.6 |
 EH2872| EH2873 MARVELL FEDERAL COMPRESS SW TK      APPROX. 0.5 KM 1741239.6 |
 EH2872| CY6949 MARVELL RM 2                         30.895 METERS 21039     |
 EH2872|---------------------------------------------------------------------|
 EH2872
 EH2872                          SUPERSEDED SURVEY CONTROL
 EH2872
 EH2872  NAD 83(1997)-  34 33 41.60393(N)    090 55 27.11158(W) AD(       ) 2
 EH2872  NAD 83(1997)-  34 33 41.60400(N)    090 55 27.11114(W) AD(       ) 2
 EH2872  NAD 83(1986)-  34 33 41.60811(N)    090 55 27.10929(W) AD(       ) 2
 EH2872  NAD 27      -  34 33 41.24775(N)    090 55 26.69411(W) AD(       ) 2
 EH2872
 EH2872.Superseded values are not recommended for survey control.
 EH2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2872.See file dsdata.txt to determine how the superseded data were derived.
 EH2872
 EH2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9044026381(NAD 83)
 EH2872_MARKER: DS = TRIANGULATION STATION DISK
 EH2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2872_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2872
 EH2872  HISTORY     - Date     Condition        Report By
 EH2872  HISTORY     - 1965     MONUMENTED       CGS
 EH2872
 EH2872                          STATION DESCRIPTION
 EH2872
 EH2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2872'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE PARKING
 EH2872'LOT OF THE PHILLIPS COUNTY FAIR GROUNDS, 0.1 MILE NORTHEAST
 EH2872'OF THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 1, IN
 EH2872'THE NORTH EDGE OF MARVELL, AND ON THE PROPERTY OF THE FAIR
 EH2872'GROUNDS.
 EH2872'
 EH2872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49
 EH2872'AND STATE HIGHWAYS 1 AND 243 IN THE NORTH EDGE OF MARVELL,
 EH2872'GO WEST ON U.S. HIGHWAY 49 AND STATE HIGHWAY 1 FOR 0.25
 EH2872'MILE TO GRIMES GROCERY STORE ON THE RIGHT AND THE AZIMUTH
 EH2872'MARK ON THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 49 AND
 EH2872'STATE HIGHWAY 1 FOR 0.5 MILE TO A DRIVEWAY ON THE RIGHT
 EH2872'AND THE STATION ON THE RIGHT.
 EH2872'
 EH2872'STATION MARKS ARE STANDARD DISKS STAMPED MARVELL 1965.  THE
 EH2872'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH2872'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 183 FEET NORTH
 EH2872'OF THE CENTERLINE OF U.S. HIGHWAY 49 AND STATE HIGHWAY 1,
 EH2872'102 FEET NORTHEAST OF A METAL WITNESS POST, 45 FEET
 EH2872'EAST-SOUTHEAST OF THE CENTER OF A METAL GATE, 41 FEET EAST OF THE
 EH2872'CENTER OF A GRAVELED DRIVEWAY, AND 16 FEET SOUTH OF A BOARD
 EH2872'FENCE.  THE UNDERGROUND DISK IS SET IN A IRREGULAR MASS
 EH2872'OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2872'
 EH2872'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MARVELL NO 1
 EH2872'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2872'WITH THE SURFACE OF THE GROUND.  IT IS 198 FEET NORTH OF
 EH2872'THE CENTERLINE OF U.S. HIGHWAY 49 AND STATE HIGHWAY 1, 146
 EH2872'FEET EAST OF THE CENTER OF THE METAL GATE, 141 FEET WEST
 EH2872'OF THE SOUTHWEST CORNER OF A FAIR GROUNDS BUILDING, AND
 EH2872'6 INCHES SOUTH OF THE BOARD FENCE.
 EH2872'
 EH2872'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MARVELL NO
 EH2872'2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2872'3 INCHES.  IT IS 90 FEET NORTH OF THE CENTERLINE OF U.S.
 EH2872'HIGHWAY 49 AND STATE HIGHWAY 1, 30 FEET NORTH OF A FENCE CORNER,
 EH2872'16 FEET WEST OF THE CENTER OF THE GRAVELED DRIVEWAY, 13
 EH2872'FEET NORTH OF A 12 INCH CHERRY TREE, 2 FEET NORTH OF THE METAL
 EH2872'WITNESS POST, AND 6 INCHES EAST OF A WIRE FENCE.
 EH2872'
 EH2872'AZIMUTH MARK, A STANDARD DISK STAMPED MARVELL 1965, IS SET
 EH2872'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 EH2872'60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF GRIMES GROCERY STORE,
 EH2872'45 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 49 AND STATE
 EH2872'HIGHWAY 1, 13.5 FEET SOUTHEAST OF A POWER POLE, 3 FEET SOUTH
 EH2872'OF A SIGN (GRIMES GRO.), AND 1 FOOT WEST OF A METAL WITNESS
 EH2872'POST.
 EH2872'
 EH2872'NOTE- REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION.
 EH2872'
 EH2872'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2873 ***********************************************************************
 EH2873  DESIGNATION -  MARVELL FEDERAL COMPRESS SW TK
 EH2873  PID         -  EH2873
 EH2873  STATE/COUNTY-  AR/PHILLIPS
 EH2873  USGS QUAD   -  MARVELL (1971)
 EH2873
 EH2873                         *CURRENT SURVEY CONTROL
 EH2873  ___________________________________________________________________
 EH2873* NAD 83(1997)-  34 33 24.56176(N)    090 55 25.02421(W)     ADJUSTED  
 EH2873* NAVD 88     -                                                        
 EH2873  ___________________________________________________________________
 EH2873  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 EH2873  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH2873
 EH2873  HORZ ORDER  -  THIRD
 EH2873
 EH2873.The horizontal coordinates were established by classical geodetic methods
 EH2873.and adjusted by the National Geodetic Survey in September 1999..
 EH2873
 EH2873
 EH2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2873
 EH2873.The geoid height was determined by GEOID03.
 EH2873
 EH2873;                    North         East     Units Scale Factor Converg.
 EH2873;SPC AR S     -   610,164.797   498,782.018   MT  0.99995993   +0 36 08.8
 EH2873;SPC AR S     - 2,001,849.00  1,636,420.67   sFT  0.99995993   +0 36 08.8
 EH2873;UTM  15      - 3,825,856.694   690,504.183   MT  1.00004734   +1 10 41.3
 EH2873
 EH2873                          SUPERSEDED SURVEY CONTROL
 EH2873
 EH2873  NAD 83(1997)-  34 33 24.56599(N)    090 55 25.02372(W) AD(       ) 4
 EH2873  NAD 83(1997)-  34 33 24.56611(N)    090 55 25.02326(W) AD(       ) 4
 EH2873  NAD 83(1986)-  34 33 24.56973(N)    090 55 25.02135(W) AD(       ) 4
 EH2873  NAD 27      -  34 33 24.21064(N)    090 55 24.60685(W) AD(       ) 3
 EH2873
 EH2873.Superseded values are not recommended for survey control.
 EH2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2873.See file dsdata.txt to determine how the superseded data were derived.
 EH2873
 EH2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9050425857(NAD 83)
 EH2873_MARKER: 53 = ELEVATED TANK
 EH2873
 EH2873  HISTORY     - Date     Condition        Report By
 EH2873  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2873
 EH2873                          STATION DESCRIPTION
 EH2873
 EH2873'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2873'THE STATION IS THE TOP CENTER OF THE WATER TANK.  IT IS A
 EH2873'4-LEGGED SELF SUPPORTED WATER TANK, IT IS 130 FEET HIGH
 EH2873'AND IS 0.45 MILE WEST OF THE RAILROAD DEPOT IN MARVELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2875 ***********************************************************************
 EH2875  DESIGNATION -  MARVELL FEDERAL COMPRESS NE TK
 EH2875  PID         -  EH2875
 EH2875  STATE/COUNTY-  AR/PHILLIPS
 EH2875  USGS QUAD   -  MARVELL (1971)
 EH2875
 EH2875                         *CURRENT SURVEY CONTROL
 EH2875  ___________________________________________________________________
 EH2875* NAD 83(1997)-  34 33 25.44339(N)    090 55 17.58948(W)     ADJUSTED  
 EH2875* NAVD 88     -                                                        
 EH2875  ___________________________________________________________________
 EH2875  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 EH2875  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH2875
 EH2875  HORZ ORDER  -  THIRD
 EH2875
 EH2875.The horizontal coordinates were established by classical geodetic methods
 EH2875.and adjusted by the National Geodetic Survey in September 1999..
 EH2875
 EH2875
 EH2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2875
 EH2875.The geoid height was determined by GEOID03.
 EH2875
 EH2875;                    North         East     Units Scale Factor Converg.
 EH2875;SPC AR S     -   610,193.956   498,971.253   MT  0.99995997   +0 36 12.9
 EH2875;SPC AR S     - 2,001,944.67  1,637,041.52   sFT  0.99995997   +0 36 12.9
 EH2875;UTM  15      - 3,825,887.756   690,693.132   MT  1.00004823   +1 10 45.5
 EH2875
 EH2875                          SUPERSEDED SURVEY CONTROL
 EH2875
 EH2875  NAD 83(1997)-  34 33 25.44721(N)    090 55 17.58904(W) AD(       ) 4
 EH2875  NAD 83(1997)-  34 33 25.44738(N)    090 55 17.58862(W) AD(       ) 4
 EH2875  NAD 83(1986)-  34 33 25.45143(N)    090 55 17.58668(W) AD(       ) 4
 EH2875  NAD 27      -  34 33 25.09320(N)    090 55 17.17354(W) AD(       ) 3
 EH2875
 EH2875.Superseded values are not recommended for survey control.
 EH2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2875.See file dsdata.txt to determine how the superseded data were derived.
 EH2875
 EH2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9069325888(NAD 83)
 EH2875_MARKER: 53 = ELEVATED TANK
 EH2875
 EH2875  HISTORY     - Date     Condition        Report By
 EH2875  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2875
 EH2875                          STATION DESCRIPTION
 EH2875
 EH2875'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2875'THE STATION IS THE TOP CENTER OF THE WATER TANK.  IT IS A
 EH2875'4-LEGGED SELF SUPPORTED WATER TANK.  IT IS 125 FEET HIGH.
 EH2875'AND IS 0.4 MILE WEST OF THE RAILROAD DEPOT IN MARVELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2874 ***********************************************************************
 EH2874  DESIGNATION -  MARVELL MUNICIPAL TANK
 EH2874  PID         -  EH2874
 EH2874  STATE/COUNTY-  AR/PHILLIPS
 EH2874  USGS QUAD   -  MARVELL (1971)
 EH2874
 EH2874                         *CURRENT SURVEY CONTROL
 EH2874  ___________________________________________________________________
 EH2874* NAD 83(1997)-  34 33 25.05635(N)    090 54 54.02810(W)     ADJUSTED  
 EH2874* NAVD 88     -                                                        
 EH2874  ___________________________________________________________________
 EH2874  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 EH2874  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH2874
 EH2874  HORZ ORDER  -  THIRD
 EH2874
 EH2874.The horizontal coordinates were established by classical geodetic methods
 EH2874.and adjusted by the National Geodetic Survey in September 1999..
 EH2874
 EH2874
 EH2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2874
 EH2874.The geoid height was determined by GEOID03.
 EH2874
 EH2874;                    North         East     Units Scale Factor Converg.
 EH2874;SPC AR S     -   610,188.378   499,571.988   MT  0.99995995   +0 36 26.1
 EH2874;SPC AR S     - 2,001,926.37  1,639,012.43   sFT  0.99995995   +0 36 26.1
 EH2874;UTM  15      - 3,825,888.214   691,293.947   MT  1.00005106   +1 10 58.9
 EH2874
 EH2874                          SUPERSEDED SURVEY CONTROL
 EH2874
 EH2874  NAD 83(1997)-  34 33 25.06019(N)    090 54 54.02786(W) AD(       ) 4
 EH2874  NAD 83(1997)-  34 33 25.06028(N)    090 54 54.02740(W) AD(       ) 4
 EH2874  NAD 83(1986)-  34 33 25.06428(N)    090 54 54.02527(W) AD(       ) 4
 EH2874  NAD 27      -  34 33 24.70407(N)    090 54 53.61311(W) AD(       ) 3
 EH2874
 EH2874.Superseded values are not recommended for survey control.
 EH2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2874.See file dsdata.txt to determine how the superseded data were derived.
 EH2874
 EH2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9129425888(NAD 83)
 EH2874_MARKER: 53 = ELEVATED TANK
 EH2874
 EH2874  HISTORY     - Date     Condition        Report By
 EH2874  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2874
 EH2874                          STATION DESCRIPTION
 EH2874
 EH2874'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2874'THE STATION IS A RED LIGHT AT TOP CENTER OF TANK.  LOCATED
 EH2874'0.1 MILE NORTHWEST OF THE MARVELL RAILROAD DEPOT.  IT IS A
 EH2874'4-LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER AND
 EH2874'IS 135 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1719 ***********************************************************************
 EJ1719  DESIGNATION -  MARY LAKE CARMELITE MONASTR TK
 EJ1719  PID         -  EJ1719
 EJ1719  STATE/COUNTY-  AR/SALINE
 EJ1719  USGS QUAD   -  SPRING LAKE (1987)
 EJ1719
 EJ1719                         *CURRENT SURVEY CONTROL
 EJ1719  ___________________________________________________________________
 EJ1719* NAD 83(1997)-  34 32 17.30358(N)    092 20 29.77862(W)     ADJUSTED  
 EJ1719* NAVD 88     -                                                        
 EJ1719  ___________________________________________________________________
 EJ1719  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EJ1719  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EJ1719
 EJ1719  HORZ ORDER  -  THIRD
 EJ1719
 EJ1719.The horizontal coordinates were established by classical geodetic methods
 EJ1719.and adjusted by the National Geodetic Survey in September 1999..
 EJ1719
 EJ1719
 EJ1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1719
 EJ1719.The geoid height was determined by GEOID03.
 EJ1719
 EJ1719;                    North         East     Units Scale Factor Converg.
 EJ1719;SPC AR S     -   607,625.342   368,642.688   MT  0.99995701   -0 11 28.3
 EJ1719;SPC AR S     - 1,993,517.48  1,209,455.22   sFT  0.99995701   -0 11 28.3
 EJ1719;UTM  15      - 3,822,023.290   560,415.721   MT  0.99964499   +0 22 23.8
 EJ1719
 EJ1719                          SUPERSEDED SURVEY CONTROL
 EJ1719
 EJ1719  NAD 83(1986)-  34 32 17.31422(N)    092 20 29.76950(W) AD(       ) 4
 EJ1719  NAD 27      -  34 32 16.97402(N)    092 20 29.21663(W) AD(       ) 3
 EJ1719
 EJ1719.Superseded values are not recommended for survey control.
 EJ1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1719.See file dsdata.txt to determine how the superseded data were derived.
 EJ1719
 EJ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6041622023(NAD 83)
 EJ1719_MARKER: 51 = TANK
 EJ1719
 EJ1719  HISTORY     - Date     Condition        Report By
 EJ1719  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1719
 EJ1719                          STATION DESCRIPTION
 EJ1719
 EJ1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1719'STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 4
 EJ1719'LEG STEEL STRUCTURE PAINTED GREEN WITH THE LEGEND MARY LAKE
 EJ1719'PAINTED IN BLACK LETTERS ON THE EAST SIDE.  THE OVERALL
 EJ1719'HEIGHT OF THE STRUCTURE IS ABOUT 75 FEET.
 EJ1719'
 EJ1719'ABOUT 16 MILES NORTH OF SHERIDAN, 10 MILES SOUTHEAST OF
 EJ1719'ALEXANDER AND ON THE GROUNDS OF THE MARY LAKE CARMELITE
 EJ1719'MONASTERY.
 EJ1719'
 EJ1719'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 270 AND 167 IN
 EJ1719'SHERIDAN, GO NORTH ON HIGHWAY 167 FOR 16.8 MILES TO THE
 EJ1719'TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0656 ***********************************************************************
 GG0656  DESIGNATION -  MATEER
 GG0656  PID         -  GG0656
 GG0656  STATE/COUNTY-  AR/WASHINGTON
 GG0656  USGS QUAD   -  RHEA (1983)
 GG0656
 GG0656                         *CURRENT SURVEY CONTROL
 GG0656  ___________________________________________________________________
 GG0656* NAD 83(1997)-  36 02 57.17394(N)    094 25 39.19053(W)     ADJUSTED  
 GG0656* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 GG0656  ___________________________________________________________________
 GG0656  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 GG0656  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GG0656
 GG0656  HORZ ORDER  -  FIRST
 GG0656
 GG0656.The horizontal coordinates were established by classical geodetic methods
 GG0656.and adjusted by the National Geodetic Survey in September 1999..
 GG0656
 GG0656.The orthometric height was scaled from a topographic map.
 GG0656
 GG0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0656
 GG0656.The geoid height was determined by GEOID03.
 GG0656
 GG0656;                    North         East     Units Scale Factor Converg.
 GG0656;SPC AR N     -   193,062.503   181,287.939   MT  0.99996878   -1 24 45.3
 GG0656;SPC AR N     -   633,405.90    594,775.51   sFT  0.99996878   -1 24 45.3
 GG0656;UTM  15      - 3,990,349.932   371,413.912   MT  0.99980373   -0 50 24.7
 GG0656
 GG0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0656!SPC AR N     -   0.99992798  x   0.99996878  =   0.99989676
 GG0656!UTM  15      -   0.99992798  x   0.99980373  =   0.99973173
 GG0656
 GG0656:                Primary Azimuth Mark                     Grid Az
 GG0656:SPC AR N     -  MATEER AZ MK                             009 03 27.0
 GG0656:UTM  15      -  MATEER AZ MK                             008 29 06.4
 GG0656
 GG0656|---------------------------------------------------------------------|
 GG0656| PID    Reference Object                     Distance      Geod. Az  |
 GG0656|                                                           dddmmss.s |
 GG0656| CI2455 MATEER AZ MK                                       0073841.7 |
 GG0656| CI2456 MATEER RM 1                          43.614 METERS 02827     |
 GG0656| GG0627 FAYETTEVILLE US VETS HOSP TANK      APPROX.24.5 KM 0812210.2 |
 GG0656| GG0634 FAYETTEVILLE UNIV ARK N TOWER       APPROX.23.2 KM 0843000.0 |
 GG0656| GG0636 FAYETTEVILLE UNIV ARK S TOWER       APPROX.23.2 KM 0843840.1 |
 GG0656| GG0625 FAYETTEVILLE MT SEQUOYAH TANK       APPROX.25.3 KM 0860814.4 |
 GG0656| CI2457 MATEER RM 2                          66.623 METERS 09307     |
 GG0656| FH0962 PRAIRIE GROVE MUNICIPAL TANK        APPROX.13.0 KM 1291150.4 |
 GG0656|---------------------------------------------------------------------|
 GG0656
 GG0656                          SUPERSEDED SURVEY CONTROL
 GG0656
 GG0656  NAD 83(1997)-  36 02 57.18322(N)    094 25 39.19001(W) AD(       ) 1
 GG0656  NAD 83(1986)-  36 02 57.18156(N)    094 25 39.19103(W) AD(       ) 1
 GG0656  NAD 27      -  36 02 56.89000(N)    094 25 38.41900(W) AD(       ) 1
 GG0656
 GG0656.Superseded values are not recommended for survey control.
 GG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0656.See file dsdata.txt to determine how the superseded data were derived.
 GG0656
 GG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7141490350(NAD 83)
 GG0656_MARKER: DS = TRIANGULATION STATION DISK
 GG0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0656
 GG0656  HISTORY     - Date     Condition        Report By
 GG0656  HISTORY     - 1935     MONUMENTED       CGS
 GG0656  HISTORY     - 1960     GOOD             CGS
 GG0656
 GG0656                          STATION DESCRIPTION
 GG0656
 GG0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0656'STATION IS ABOUT 15 MILES W OF FAYETTEVILLE, ABOUT 11 MILES
 GG0656'SE OF SILOAM SPRINGS AND ABOUT 7 MILES N OF LINCOLN, IN THE
 GG0656'SE 1/4 SEC. 24, T 16 N, R 33 W, ON LAND OWNED BY I.L. MATEER.
 GG0656'THE MARK IS SET ON THE W EDGE OF A CLEARED PASTURE, 218 FEET
 GG0656'W OF FENCE LINE ON THE E SIDE OF THE PASTURE, 243 FEET W
 GG0656'OF THE CENTER LINE OF THE ROAD, 144 FEET S OF OLD FENCE
 GG0656'LINE WHICH RUNS W FROM THE GATE LEADING INTO THE PASTURE, AND
 GG0656'PROJECTS 6 INCHES.
 GG0656'
 GG0656'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0656'BRONZE DISKS SET IN CONCRETE.
 GG0656'
 GG0656'REFERENCE MARK NO. 1 IS NNE OF THE STATION NEAR THE OLD
 GG0656'FENCE LINE.  IT PROJECTS 6 INCHES.
 GG0656'
 GG0656'REFERENCE MARK NO. 2 IS ESE OF THE STATION ON THE W EDGE OF THE
 GG0656'RIGHT-OF-WAY, 1 FOOT E OF FENCE LINE, 23 FEET W OF THE CENTER
 GG0656'LINE OF THE ROAD AND PROJECTS 6 INCHES.
 GG0656'
 GG0656'AZIMUTH MARK IS N OF THE STATION ON THE E EDGE OF THE
 GG0656'RIGHT-OF-WAY.  IT IS ABOUT 0.1 MILE N OF A HOUSE ON THE E
 GG0656'SIDE OF THE ROAD, 23 FEET E OF THE CENTER LINE OF THE ROAD,
 GG0656'3 FEET W OF A TREE WHICH IS THE SW CORNER-POST OF A PASTURE.
 GG0656'MARK PROJECTS 5 INCHES.
 GG0656'
 GG0656'TO REACH FROM FAYETTEVILLE, GO W ON STATE HIGHWAY 16 FOR 16.0
 GG0656'MILES TO A TEXACO FILLING STATION ON THE S SIDE OF THE HIGHWAY.
 GG0656'THE HIGHWAY MAKES A SHARP TURN TO THE N AT THIS POINT.  CONTINUE
 GG0656'STRAIGHT W AT THIS POINT AND GO ABOUT 50 YARDS TO A TURN S.
 GG0656'HERE TURN S AND GO 1.0 MILE TO THE VILLAGE OF WEDINGTON.  HERE
 GG0656'TURN RIGHT AND GO 0.25 MILE TO TURN, TURN LEFT AND FOLLOW
 GG0656'MAIN FORWARD ROAD FOR 2.8 MILES TO TOP OF A FLAT-TOPPED
 GG0656'MOUNTAIN.  STATION IS 218 FEET W OF THIS POINT.
 GG0656'
 GG0656'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 GG0656
 GG0656                          STATION RECOVERY (1960)
 GG0656
 GG0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0656'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GG0656'CONDITION.
 GG0656'
 GG0656'R.M. NO. 1 IS 3 FEET SOUTH OF THE EAST-WEST FENCE LINE AND IS
 GG0656'FLUSH WITH THE GROUND.  R.M. NO. 2 IS NEAR THE EAST END OF
 GG0656'A TERRACE AND 1 FOOT EAST OF THE RIGHT OF WAY FENCE.  THIS
 GG0656'MARK IS ALSO FLUSH.
 GG0656'
 GG0656'THE AZIMUTH MARK IS ABOUT 0.1 MILE NORTH OF A HOUSE, ABOUT
 GG0656'0.05 MILE NORTH OF A JOG IN RIGHT OF WAY FENCE LINE, JUST
 GG0656'EAST OF THE FENCE AND IS FLUSH.
 GG0656'
 GG0656'THE DESCRIPTION TO REACH THIS STATION, FROM FAYETTEVILLE,
 GG0656'WAS NOT CHECKED BUT APPEARS TO CHECK WITH COUNTY HIGHWAY MAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0671 ***********************************************************************
 GF0671  DESIGNATION -  MATNEY
 GF0671  PID         -  GF0671
 GF0671  STATE/COUNTY-  AR/BAXTER
 GF0671  USGS QUAD   -  NORFORK (1966)
 GF0671
 GF0671                         *CURRENT SURVEY CONTROL
 GF0671  ___________________________________________________________________
 GF0671* NAD 83(1997)-  36 12 23.13936(N)    092 18 55.79084(W)     ADJUSTED  
 GF0671* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GF0671  ___________________________________________________________________
 GF0671  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 GF0671  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0671
 GF0671  HORZ ORDER  -  FIRST
 GF0671
 GF0671.The horizontal coordinates were established by classical geodetic methods
 GF0671.and adjusted by the National Geodetic Survey in September 1999..
 GF0671
 GF0671.The orthometric height was scaled from a topographic map.
 GF0671
 GF0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0671
 GF0671.The geoid height was determined by GEOID03.
 GF0671
 GF0671;                    North         East     Units Scale Factor Converg.
 GF0671;SPC AR N     -   207,855.917   371,628.102   MT  0.99999479   -0 11 00.9
 GF0671;SPC AR N     -   681,940.62  1,219,249.86   sFT  0.99999479   -0 11 00.9
 GF0671;UTM  15      - 4,007,061.806   561,531.854   MT  0.99964665   +0 24 15.6
 GF0671
 GF0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0671!SPC AR N     -   0.99995514  x   0.99999479  =   0.99994993
 GF0671!UTM  15      -   0.99995514  x   0.99964665  =   0.99960181
 GF0671
 GF0671|---------------------------------------------------------------------|
 GF0671| PID    Reference Object                     Distance      Geod. Az  |
 GF0671|                                                           dddmmss.s |
 GF0671| CI2458 MATNEY RM 1                          18.621 METERS 06355     |
 GF0671| GF0673 MATNEY KNOB                          21.864 METERS 23834     |
 GF0671| GF0672 MATNEY LOOKOUT TOWER                 19.997 METERS 23944     |
 GF0671| GF0704 REA VALLEY                          APPROX.19.1 KM 2705658.8 |
 GF0671| CI2459 MATNEY RM 2                          19.969 METERS 32803     |
 GF0671|---------------------------------------------------------------------|
 GF0671
 GF0671                          SUPERSEDED SURVEY CONTROL
 GF0671
 GF0671  NAD 83(1986)-  36 12 23.15201(N)    092 18 55.79085(W) AD(       ) 1
 GF0671  NAD 27      -  36 12 22.90400(N)    092 18 55.23000(W) AD(       ) 1
 GF0671
 GF0671.Superseded values are not recommended for survey control.
 GF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0671.See file dsdata.txt to determine how the superseded data were derived.
 GF0671
 GF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6153207062(NAD 83)
 GF0671_MARKER: DS = TRIANGULATION STATION DISK
 GF0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0671
 GF0671  HISTORY     - Date     Condition        Report By
 GF0671  HISTORY     - 1953     MONUMENTED       CGS
 GF0671  HISTORY     - 1964     GOOD             USFS
 GF0671
 GF0671                          STATION DESCRIPTION
 GF0671
 GF0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0671'THE STATION IS IN THE OZARK NATIONAL FOREST ON THE SUMMIT OF
 GF0671'MATNEY KNOB ABOUT 2 MILES WEST-SOUTHWEST OF NORFORK AND 48 FEET
 GF0671'EAST OF THE NORTHEAST CORNER OF A HOUSE.
 GF0671'
 GF0671'TO REACH THE STATION FROM THE RAILROAD STATION IN NORFORK, GO
 GF0671'WEST ON STATE HIGHWAY 5 FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT,
 GF0671'TURN LEFT AND GO 0.3 MILE TO THE FERRY, CROSS FERRY AND FOLLOW
 GF0671'THE MAIN GRAVELED ROAD FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT,
 GF0671'TURN RIGHT AND GO 0.5 MILE TO THE MATNEY LOOKOUT TOWER AND
 GF0671'STATION.
 GF0671'
 GF0671'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GF0671'STAMPED MATNEY 1953.
 GF0671'
 GF0671'REFERENCE MARK 1 IS 20 FEET WEST OF A WIRE FENCE.  THE MARK IS
 GF0671'FLUSH WITH THE GROUND AND THE DISK IS STAMPED MATNEY NO 1 1953.
 GF0671'
 GF0671'REFERENCE MARK 2 IS 20 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 GF0671'HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GF0671'MATNEY NO 2 1953.
 GF0671'
 GF0671'A TRAVERSE WAS MADE TO MATNEY KNOB (USED).  IT IS A STANDARD U.S.
 GF0671'ENGINEER DEPARTMENT DISK SET IN THE TOP OF AN 8 X 8 INCH CONCRETE
 GF0671'POST WHICH PROJECTS 3 INCHES.  THE DISK IS STAMPED MATNEY KNOB
 GF0671'1940.
 GF0671'
 GF0671'A TRAVERSE WAS MADE AT GROUND LEVEL TO THE CENTER OF MATNEY KNOB
 GF0671'LOOKOUT TOWER.
 GF0671'
 GF0671'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0671'
 GF0671'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0671
 GF0671                          STATION RECOVERY (1964)
 GF0671
 GF0671'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 GF0671'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE LOOKOUT TOWER
 GF0671'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0673 ***********************************************************************
 GF0673  DESIGNATION -  MATNEY KNOB
 GF0673  PID         -  GF0673
 GF0673  STATE/COUNTY-  AR/BAXTER
 GF0673  USGS QUAD   -  NORFORK (1966)
 GF0673
 GF0673                         *CURRENT SURVEY CONTROL
 GF0673  ___________________________________________________________________
 GF0673* NAD 83(1997)-  36 12 22.76947(N)    092 18 56.53769(W)     ADJUSTED  
 GF0673* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GF0673  ___________________________________________________________________
 GF0673  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 GF0673  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0673
 GF0673  HORZ ORDER  -  SECOND
 GF0673
 GF0673.The horizontal coordinates were established by classical geodetic methods
 GF0673.and adjusted by the National Geodetic Survey in September 1999..
 GF0673
 GF0673.The orthometric height was scaled from a topographic map.
 GF0673
 GF0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0673
 GF0673.The geoid height was determined by GEOID03.
 GF0673
 GF0673;                    North         East     Units Scale Factor Converg.
 GF0673;SPC AR N     -   207,844.576   371,609.409   MT  0.99999477   -0 11 01.4
 GF0673;SPC AR N     -   681,903.41  1,219,188.54   sFT  0.99999477   -0 11 01.4
 GF0673;UTM  15      - 4,007,050.278   561,513.285   MT  0.99964662   +0 24 15.2
 GF0673
 GF0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0673!SPC AR N     -   0.99995514  x   0.99999477  =   0.99994991
 GF0673!UTM  15      -   0.99995514  x   0.99964662  =   0.99960178
 GF0673
 GF0673                          SUPERSEDED SURVEY CONTROL
 GF0673
 GF0673  NAD 83(1986)-  36 12 22.78212(N)    092 18 56.53769(W) AD(       ) 2
 GF0673  NAD 27      -  36 12 22.53400(N)    092 18 55.97700(W) AD(       ) 2
 GF0673
 GF0673.Superseded values are not recommended for survey control.
 GF0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0673.See file dsdata.txt to determine how the superseded data were derived.
 GF0673
 GF0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6151307050(NAD 83)
 GF0673_MARKER: DD = SURVEY DISK
 GF0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0673_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0673+STABILITY: SURFACE MOTION
 GF0673
 GF0673  HISTORY     - Date     Condition        Report By
 GF0673  HISTORY     - 1953     MONUMENTED       CGS
 GF0673
 GF0673                          STATION DESCRIPTION
 GF0673
 GF0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0673'THE STATION IS LOCATED UNDER THE MATNEY LOOKOUT TOWER ABOUT
 GF0673'2 MILES WEST-SOUTHWEST OF NORFORK.  IT IS A STANDARD U.S. ENGINEER
 GF0673'DEPARTMENT DISK SET IN THE TOP OF AN 8 X 8 INCH CONCRETE POST
 GF0673'WHICH PROJECTS 3 INCHES.  A TRAVERSE WAS MADE TO TRIANGULATION
 GF0673'STATION MATNEY AND THE DISTANCE WAS FOUND TO BE 71.73 FEET OR
 GF0673'21.864 METERS.  THE DISK IS STAMPED MATNEY KNOB 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0672 ***********************************************************************
 GF0672  DESIGNATION -  MATNEY LOOKOUT TOWER
 GF0672  PID         -  GF0672
 GF0672  STATE/COUNTY-  AR/BAXTER
 GF0672  USGS QUAD   -  NORFORK (1966)
 GF0672
 GF0672                         *CURRENT SURVEY CONTROL
 GF0672  ___________________________________________________________________
 GF0672* NAD 83(1997)-  36 12 22.81234(N)    092 18 56.48221(W)     ADJUSTED  
 GF0672* NAVD 88     -                                                        
 GF0672  ___________________________________________________________________
 GF0672  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 GF0672  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0672
 GF0672  HORZ ORDER  -  THIRD
 GF0672
 GF0672.The horizontal coordinates were established by classical geodetic methods
 GF0672.and adjusted by the National Geodetic Survey in September 1999..
 GF0672
 GF0672
 GF0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0672
 GF0672.The geoid height was determined by GEOID03.
 GF0672
 GF0672;                    North         East     Units Scale Factor Converg.
 GF0672;SPC AR N     -   207,845.893   371,610.799   MT  0.99999477   -0 11 01.3
 GF0672;SPC AR N     -   681,907.73  1,219,193.10   sFT  0.99999477   -0 11 01.3
 GF0672;UTM  15      - 4,007,051.608   561,514.661   MT  0.99964662   +0 24 15.2
 GF0672
 GF0672                          SUPERSEDED SURVEY CONTROL
 GF0672
 GF0672  NAD 83(1986)-  36 12 22.82507(N)    092 18 56.48226(W) AD(       ) 4
 GF0672  NAD 27      -  36 12 22.57700(N)    092 18 55.92100(W) AD(       ) 3
 GF0672
 GF0672.Superseded values are not recommended for survey control.
 GF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0672.See file dsdata.txt to determine how the superseded data were derived.
 GF0672
 GF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6151507052(NAD 83)
 GF0672_MARKER: 57 = LOOKOUT TOWER
 GF0672
 GF0672  HISTORY     - Date     Condition        Report By
 GF0672  HISTORY     - 1953     FIRST OBSERVED   CGS
 GF0672
 GF0672                          STATION DESCRIPTION
 GF0672
 GF0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0672'THE STATION IS ON THE SUMMIT OF MATNEY KNOB ABOUT 2 MILES
 GF0672'WEST-SOUTHWEST OF NORFORK.  IT IS A FOUR LEGGED STEEL STRUCTURE
 GF0672'ABOUT 100 FEET IN HEIGHT PAINTED ALUMINUM.  THE POINT INTERSECTED
 GF0672'WAS THE CENTER OF THE TOWER TO WHICH A TRAVERSE WAS MADE, THE
 GF0672'DISTANCE WAS FOUND TO BE 65.60 FEET AND 19.996 METERS SOUTHEAST
 GF0672'OF TRIANGULATION STATION MATNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2038 ***********************************************************************
 EJ2038  DESIGNATION -  MAULDIN
 EJ2038  PID         -  EJ2038
 EJ2038  STATE/COUNTY-  AR/MONTGOMERY
 EJ2038  USGS QUAD   -  MOUNT IDA (1986)
 EJ2038
 EJ2038                         *CURRENT SURVEY CONTROL
 EJ2038  ___________________________________________________________________
 EJ2038* NAD 83(1997)-  34 35 51.24329(N)    093 40 03.54433(W)     ADJUSTED  
 EJ2038* NAVD 88     -       302.6    (meters)     993.     (feet)  VERTCON   
 EJ2038  ___________________________________________________________________
 EJ2038  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 EJ2038  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EJ2038
 EJ2038  HORZ ORDER  -  THIRD
 EJ2038
 EJ2038.The horizontal coordinates were established by classical geodetic methods
 EJ2038.and adjusted by the National Geodetic Survey in September 1999..
 EJ2038
 EJ2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2038
 EJ2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2038
 EJ2038.The geoid height was determined by GEOID03.
 EJ2038
 EJ2038;                    North         East     Units Scale Factor Converg.
 EJ2038;SPC AR S     -   615,411.213   247,033.465   MT  0.99996666   -0 56 00.1
 EJ2038;SPC AR S     - 2,019,061.62    810,475.63   sFT  0.99996666   -0 56 00.1
 EJ2038;UTM  15      - 3,828,618.861   438,778.453   MT  0.99964620   -0 22 44.8
 EJ2038
 EJ2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2038!SPC AR S     -   0.99995703  x   0.99996666  =   0.99992369
 EJ2038!UTM  15      -   0.99995703  x   0.99964620  =   0.99960324
 EJ2038
 EJ2038|---------------------------------------------------------------------|
 EJ2038| PID    Reference Object                     Distance      Geod. Az  |
 EJ2038|                                                           dddmmss.s |
 EJ2038| CX6736 MAULDIN RM 2                          9.270 METERS 10256     |
 EJ2038| CX6734 MAULDIN AZ MK                                      1593221.6 |
 EJ2038| CX6735 MAULDIN RM 1                         10.150 METERS 35906     |
 EJ2038|---------------------------------------------------------------------|
 EJ2038
 EJ2038                          SUPERSEDED SURVEY CONTROL
 EJ2038
 EJ2038  NAD 83(1997)-  34 35 51.25122(N)    093 40 03.54041(W) AD(       ) 3
 EJ2038  NAD 83(1986)-  34 35 51.25207(N)    093 40 03.53740(W) AD(       ) 3
 EJ2038  NAD 27      -  34 35 50.88580(N)    093 40 02.85900(W) AD(       ) 3
 EJ2038  NGVD 29 (07/19/86)  302.5    (m)          992.     (f) VERT ANG       
 EJ2038
 EJ2038.Superseded values are not recommended for survey control.
 EJ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2038.See file dsdata.txt to determine how the superseded data were derived.
 EJ2038
 EJ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3877828619(NAD 83)
 EJ2038_MARKER: DS = TRIANGULATION STATION DISK
 EJ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2038
 EJ2038  HISTORY     - Date     Condition        Report By
 EJ2038  HISTORY     - 1956     MONUMENTED       CGS
 EJ2038  HISTORY     - 1961     GOOD             CGS
 EJ2038
 EJ2038                          STATION DESCRIPTION
 EJ2038
 EJ2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2038'THE STATION IS LOCATED ON THE SOUTHEAST SLOPE OF AN EAST-WEST
 EJ2038'RIDGE, ABOUT 3.5 MILES NORTHWEST OF MT. IDA, 4.5 MILES
 EJ2038'EAST-SOUTHEAST OF PENCIL BLUFF AND ON THE EAST SIDE OF U.S.
 EJ2038'HIGHWAY 270 AT THE SUMMIT OF A GRADE.
 EJ2038'
 EJ2038'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270
 EJ2038'AND STATE HIGHWAY 27 IN MT. IDA, DRIVE NORTHWEST ON U.S. HIGHWAY
 EJ2038'270 FOR 3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EJ2038'NORTHWEST ON HIGHWAY FOR 0.3 MILE TO A ROAD LEFT.  CONTINUE
 EJ2038'STRAIGHT AHEAD, NORTHWEST, ON HIGHWAY FOR 0.3 MILE TO THE SUMMIT
 EJ2038'OF A GRADE AND THE STATION ON THE TOP OF THE HIGH CUT-BANK ON
 EJ2038'THE RIGHT.
 EJ2038'
 EJ2038'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 EJ2038'ARE ALL STANDARD DISKS SET IN THE TOPS OF CONCRETE MONUMENTS
 EJ2038'WHICH ARE 10 INCHES SQUARE AND PROJECT ABOUT 1 INCH ABOVE THE
 EJ2038'SURFACE OF THE GROUND.
 EJ2038'
 EJ2038'THE STATION MARK, STAMPED MAULDIN 1956, IS 29 FEET NORTHEAST OF
 EJ2038'THE EDGE OF THE CUT-BANK, 6 FEET EAST OF A WHITE WITNESS POST
 EJ2038'AND 5 FEET NORTHEAST OF A TELEPHONE LINE.  IT IS ABOUT 15 FEET
 EJ2038'HIGHER IN ELEVATION THAN U.S. HIGHWAY 270.
 EJ2038'
 EJ2038'REFERENCE MARK 1, STAMPED MAULDIN NO 1 1956, IS SET ON THE SUMMIT
 EJ2038'OF THE RIDGE AND IS ABOUT 14 INCHES HIGHER IN ELEVATION THAN
 EJ2038'THE STATION MARK.
 EJ2038'
 EJ2038'REFERENCE MARK 2, STAMPED MAULDIN NO 2 1956, IS SET AT THE
 EJ2038'NORTH BASE OF A SMALL PINE TREE AND IS ABOUT 14 INCHES HIGHER IN
 EJ2038'ELEVATION THAN THE STATION MARK.
 EJ2038'
 EJ2038'THE AZIMUTH MARK, STAMPED MAULDIN 1956, IS 31 FEET NORTH OF
 EJ2038'THE CENTER OF U.S. HIGHWAY 270 AND 2 FEET NORTHWEST OF A
 EJ2038'TELEPHONE POLE.  IT IS ABOUT 5 FEET HIGHER IN ELEVATION THAN
 EJ2038'THE SURFACE OF THE HIGHWAY.
 EJ2038
 EJ2038                          STATION RECOVERY (1961)
 EJ2038
 EJ2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2038'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2038'CONDITION.
 EJ2038'
 EJ2038'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1757 ***********************************************************************
 EJ1757  DESIGNATION -  MAUMELLE RESET
 EJ1757  PID         -  EJ1757
 EJ1757  STATE/COUNTY-  AR/PULASKI
 EJ1757  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ1757
 EJ1757                         *CURRENT SURVEY CONTROL
 EJ1757  ___________________________________________________________________
 EJ1757* NAD 83(1997)-  34 50 29.10067(N)    092 29 08.93534(W)     ADJUSTED  
 EJ1757* NAVD 88     -       308.8    (meters)    1013.     (feet)  VERTCON   
 EJ1757  ___________________________________________________________________
 EJ1757  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 EJ1757  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ1757
 EJ1757  HORZ ORDER  -  FIRST
 EJ1757
 EJ1757.The horizontal coordinates were established by classical geodetic methods
 EJ1757.and adjusted by the National Geodetic Survey in September 1999..
 EJ1757
 EJ1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1757
 EJ1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1757
 EJ1757.The geoid height was determined by GEOID03.
 EJ1757
 EJ1757;                    North         East     Units Scale Factor Converg.
 EJ1757;SPC AR S     -   641,321.956   355,564.799   MT  1.00001753   -0 16 18.9
 EJ1757;SPC AR S     - 2,104,070.45  1,166,548.84   sFT  1.00001753   -0 16 18.9
 EJ1757;SPC AR N     -    56,477.900   355,564.732   MT  1.00001934   -0 16 57.7
 EJ1757;SPC AR N     -   185,294.58  1,166,548.62   sFT  1.00001934   -0 16 57.7
 EJ1757;UTM  15      - 3,855,577.541   547,010.762   MT  0.99962724   +0 17 37.5
 EJ1757
 EJ1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1757!SPC AR S     -   0.99995580  x   1.00001753  =   0.99997333
 EJ1757!SPC AR N     -   0.99995580  x   1.00001934  =   0.99997514
 EJ1757!UTM  15      -   0.99995580  x   0.99962724  =   0.99958306
 EJ1757
 EJ1757|---------------------------------------------------------------------|
 EJ1757| PID    Reference Object                     Distance      Geod. Az  |
 EJ1757|                                                           dddmmss.s |
 EJ1757| CY6953 MAUMELLE RM 1                         5.702 METERS 09450     |
 EJ1757| CY6952 MAUMELLE RM                           5.710 METERS 09451     |
 EJ1757| CY6956 MAUMELLE RM 3                         5.716 METERS 09505     |
 EJ1757| EJ1751 FORT LOGAN H ROOTS WATER TANK       APPROX.18.9 KM 1123949.0 |
 EJ1757| EJ1756 SHINALL MTN TV STA KARK KTHV        APPROX. 4.9 KM 1952831.0 |
 EJ1757| CY6951 MAUMELLE AZ MK 2                                   2175209.4 |
 EJ1757| CY6957 MAUMELLE RM 4                         4.954 METERS 24849     |
 EJ1757| CY6950 MAUMELLE AZ MK                                     2623455.9 |
 EJ1757| CY6954 MAUMELLE RM 2                         6.145 METERS 35257     |
 EJ1757| CY6955 MAUMELLE RM 2 SHANK                                35312     |
 EJ1757|---------------------------------------------------------------------|
 EJ1757
 EJ1757                          SUPERSEDED SURVEY CONTROL
 EJ1757
 EJ1757  NAD 83(1986)-  34 50 29.11341(N)    092 29 08.92538(W) AD(       ) 1
 EJ1757  NAD 27      -  34 50 28.78600(N)    092 29 08.35500(W) AD(       ) 1
 EJ1757  NGVD 29 (07/19/86)  308.8    (m)         1013.     (f) VERT ANG       
 EJ1757
 EJ1757.Superseded values are not recommended for survey control.
 EJ1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1757.See file dsdata.txt to determine how the superseded data were derived.
 EJ1757
 EJ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4701155578(NAD 83)
 EJ1757_MARKER: DS = TRIANGULATION STATION DISK
 EJ1757_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1757_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 EJ1757
 EJ1757  HISTORY     - Date     Condition        Report By
 EJ1757  HISTORY     - 1916     MONUMENTED       CGS
 EJ1757  HISTORY     - 1935     GOOD             ARGS
 EJ1757  HISTORY     - 1940     SEE DESCRIPTION  CGS
 EJ1757  HISTORY     - 1967     SEE DESCRIPTION  CGS
 EJ1757
 EJ1757                          STATION DESCRIPTION
 EJ1757
 EJ1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EJ1757'STATION IS 6 MILES SE FROM ROLAND, 2 MILES N FROM PINNACLE,
 EJ1757'ON HIGHEST POINT OF PINNACLE MOUNTAIN.  SIDES OF MOUNTAIN ARE
 EJ1757'COVERED WITH SMALL TREES, TOP IS ROCKY AND BARE.  STATION IS
 EJ1757'ABOUT 3 METERS (10 FEET) S OF W OF PILE OF LARGE ROCKS 1 METER
 EJ1757'(3 FEET) IN HEIGHT, AND IS MARKED BY A STANDARD DISK SET IN
 EJ1757'CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 EJ1757'
 EJ1757'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE IN A DEPRESSION
 EJ1757'IN OUTCROPPING BEDROCK, 5.71 METERS (18.7 FEET) FROM STATION,
 EJ1757'S 85 DEG 10 MIN E.  AZIMUTH FROM STATION TO ROLAND,
 EJ1757'DISTANT 6 MILES, IS N 11 DEG W, TO SEMAPHORE AT DEPOT, PINNACLE,
 EJ1757'DISTANT 2 MILES, S 12 DEG 22 MIN 33 SEC E AND TO FORT LOGAN H.
 EJ1757'ROOTS, WATER TANK, DISTANT 12 MILES, S 67 DEG 20 MIN 11 SEC E.
 EJ1757'ELEVATION OF STATION MARK IS 308.8 METERS (1,013 FEET).
 EJ1757
 EJ1757                          STATION RECOVERY (1935)
 EJ1757
 EJ1757'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 EJ1757'STATION RECOVERED AND ORIGINAL DESCRIPTION IS GOOD.  THE ORIGINAL
 EJ1757'STATION MARKER HAS BEEN REPLACED IN THE SAME DRILL HOLE WITH A
 EJ1757'TABLET MARKED U.S. COAST AND GEODETIC AND STATE SURVEY (BENCH
 EJ1757'MARK TYPE.)
 EJ1757'
 EJ1757'REFERENCE HAS BEEN REMOVED, WAS NOT REPLACED.  DISTANCES FROM
 EJ1757'REFERENCE MARK DRILL HOLE TO NEW MARKER WERE CHECKED AND FOUND
 EJ1757'TO BE CORRECT.
 EJ1757
 EJ1757                          STATION RECOVERY (1940)
 EJ1757
 EJ1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1757'STATION IS ABOUT 14 MILES NW OF LITTLE ROCK, 5 MILES SSE
 EJ1757'OF ROLAND ON HIGHEST POINT OF THE HIGHEST PEAK OF THE MAUMELLE
 EJ1757'PINNACLES, AND KNOWN LOCALLY AS PINNACLE PEAK.
 EJ1757'
 EJ1757'STATION AND REFERENCE MARK NO.1 WERE STANDARD DISKS BUT HAVE
 EJ1757'BEEN DESTROYED.  HOWEVER, THE DRILL HOLES WERE RECOVERED AND
 EJ1757'NEW MARKS WERE CAREFULLY SET IN ORIGINAL POSITIONS.  AN
 EJ1757'ADDITIONAL REFERENCE MARK (NO.2) WAS ALSO SET.
 EJ1757'
 EJ1757'REFERENCE MARK NO.1 IS A RESET OF THE OLD MARK IN OLD DRILL
 EJ1757'HOLE IN BEDROCK, 2 FEET LOWER THAN STATION MARK AND IS STAMPED
 EJ1757'MAUMELLE NO.1 1916 1940.
 EJ1757'
 EJ1757'REFERENCE MARK NO.2 IS CEMENTED IN TOP OF LARGE BOULDER AT SAME
 EJ1757'ELEVATION AND IS STAMPED MAUMELLE NO.2, 1916-1940.
 EJ1757'
 EJ1757'THE AZIMUTH MARK IS AT A T-ROAD INTERSECTION 0.15 MILE BEFORE
 EJ1757'REACHING TRACK ROAD AT TRIANGLE BLAZE MENTIONED IN STATION
 EJ1757'DESCRIPTION, CEMENTED IN THE TOP AND CENTER OF THE N HEAD
 EJ1757'WALL OF CONCRETE CULVERT, 28 FEET NW OF CENTER OF T-ROAD
 EJ1757'INTERSECTION, 3.5 FEET W OF TELEPHONE POLE, AND IS STAMPED
 EJ1757'MAUMELLE 1940.
 EJ1757'
 EJ1757'REACHED FROM THE POST OFFICE IN LITTLE ROCK BY GOING W ON
 EJ1757'CAPITOL AVENUE FOR 0.4 MILE, TURN RIGHT ON STATE HIGHWAY 10
 EJ1757'AND FOLLOW THIS HIGHWAY NORTHWESTERLY 14.4 MILES TO A.M.
 EJ1757'GOODSONS STORE, TURN RIGHT AND FOLLOW GRADED DIRT ROAD NORTHERLY
 EJ1757'TOWARDS ROLAND FOR 2.35 MILES TO TRACK ROAD LEADING RIGHT AT
 EJ1757'SMALL PINE TREE ON RIGHT WITH TRIANGLE BLAZE, TURN RIGHT AND GO
 EJ1757'UP STEEP SLOPE ABOUT 0.25 MILE TO END OF TRUCK TRAVEL.
 EJ1757'PACK UP FOOT TRAIL EASTERLY TO HIGHEST POINT AND STATION.
 EJ1757'THE MARK IS IN A SMALL DEPRESSION IN THE TOP OF A POINTED
 EJ1757'ROCK, AND IS STAMPED MAUMELLE 1916-1940.  A 30-MINUTE PACK.
 EJ1757'
 EJ1757'A 4-FOOT STAND.
 EJ1757
 EJ1757                          STATION RECOVERY (1967)
 EJ1757
 EJ1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ1757'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 EJ1757'FOUND DESTROYED.  THE SHANK OF REFERENCE MARK 2 WAS FOUND STILL
 EJ1757'INTACT AND THE DRILL HOLE OF REFERENCE MARK 1 WAS FOUND.
 EJ1757'THE STATION WAS PLACED IN THE ORIGINAL POSITION FROM THE
 EJ1757'DISTANCE AND DIRECTION FROM THE DRILL HOLE, SHANK, PALARM 1940
 EJ1757'AND WEST PINNACLE 1940.  REFERENCE MARK 4, AZIMUTH MARK 2
 EJ1757'WERE ESTABLISHED AND REFERENCE MARK 3 WAS SET IN THE DRILL HOLE
 EJ1757'OF REFERENCE MARK 1.  FOLLOWING IS A NEW AND COMPLETE
 EJ1757'DESCRIPTION.
 EJ1757'
 EJ1757'THE STATION IS LOCATED ON THE HIGHEST POINT OF PINNACLE MOUNTAIN,
 EJ1757'ABOUT 14 MILES NORTHWEST OF LITTLE ROCK, 5 MILES SOUTH-SOUTHEAST
 EJ1757'OF ROLAND AND OVERLOOKING THE EAST PART OF MAUMELLE LAKE.
 EJ1757'
 EJ1757'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND STATE
 EJ1757'HIGHWAY 10 IN LITTLE ROCK, GO WEST ON STATE HIGHWAY 10 FOR 16.0
 EJ1757'MILES TO THE JUNCTION OF STATE HIGHWAY 300.  TURN RIGHT AND GO
 EJ1757'NORTH ON STATE HIGHWAY 300 FOR 1.0 MILE TO PINNACLE ROAD.
 EJ1757'CONTINUE AHEAD AND GO NORTH ON THE HIGHWAY FOR 0.45 MILE TO
 EJ1757'A CURVE AT THE TOP OF A RISE AND THE AZIMUTH MARK ON THE LEFT.
 EJ1757'CONTINUE AHEAD AND GO NORTH ON THE HIGHWAY FOR 0.75 MILE
 EJ1757'TO BARRETT ROAD ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY
 EJ1757'FOR 0.15 MILE TO A PULL OUT ON THE RIGHT AND END OF TRUCK
 EJ1757'TRAVEL.  FROM HERE FOLLOW OLD WASHED OUT ROAD AND TRAIL EAST
 EJ1757'UP STEEP, ROCKY RIDGE TO THE HIGHEST POINT AND STATION.
 EJ1757'ABOUT A 45 MINUTE PACK.
 EJ1757'
 EJ1757'STATION MARK IS A STANDARD DISK, STAMPED MAUMELLE 1916 1967,
 EJ1757'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP.  IT IS ON
 EJ1757'THE HIGHEST PART OF THE PEAK.
 EJ1757'
 EJ1757'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MAUMELLE NO 3
 EJ1757'1967, CEMENTED IN A DRILL HOLE BEDROCK AND IS IN THE ORIGINAL
 EJ1757'DRILL HOLE FOR REFERENCE MARK 1.  IT IS ABOUT 2 FEET LOWER
 EJ1757'THAN THE STATION AND ON THE EAST PART OF THE PEAK.
 EJ1757'
 EJ1757'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MAUMELLE NO 4
 EJ1757'1967, CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP.  IT
 EJ1757'IS ABOUT 1 FOOT LOWER THAN THE STATION AND IS ON THE WEST PART
 EJ1757'OF THE PEAK.
 EJ1757'
 EJ1757'SHANK (R.M. 2) IS THE SHANK OF REFERENCE MARK 2.  IT IS
 EJ1757'CEMENTED IN A DRILL HOLE IN A 3 X 6 FOOT BOULDER PROJECTING
 EJ1757'3 FEET.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 EJ1757'
 EJ1757'AZIMUTH MARK IS A STANDARD DISK, STAMPED MAUMELLE AZI 2 1967,
 EJ1757'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER PROJECTING
 EJ1757'2-1/2 FEET.  IT IS 58 FEET WEST OF THE CENTER OF STATE HIGHWAY
 EJ1757'300, 3 FEET NORTHWEST OF A METAL WITNESS POST AND ABOUT 10
 EJ1757'FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0944 ***********************************************************************
 FH0944  DESIGNATION -  MAXEY RESET
 FH0944  PID         -  FH0944
 FH0944  STATE/COUNTY-  AR/CRAWFORD
 FH0944  USGS QUAD   -  MOUNTAINBURG SE (1983)
 FH0944
 FH0944                         *CURRENT SURVEY CONTROL
 FH0944  ___________________________________________________________________
 FH0944* NAD 83(1997)-  35 32 54.65308(N)    094 02 20.16500(W)     ADJUSTED  
 FH0944* NAVD 88     -       205.8    (meters)     675.     (feet)  VERTCON   
 FH0944  ___________________________________________________________________
 FH0944  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FH0944  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FH0944
 FH0944  HORZ ORDER  -  FIRST
 FH0944
 FH0944.The horizontal coordinates were established by classical geodetic methods
 FH0944.and adjusted by the National Geodetic Survey in September 1999..
 FH0944
 FH0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0944
 FH0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0944
 FH0944.The geoid height was determined by GEOID03.
 FH0944
 FH0944;                    North         East     Units Scale Factor Converg.
 FH0944;SPC AR N     -   136,727.937   215,145.013   MT  0.99993613   -1 11 11.2
 FH0944;SPC AR N     -   448,581.57    705,854.93   sFT  0.99993613   -1 11 11.2
 FH0944;UTM  15      - 3,934,370.435   405,830.793   MT  0.99970928   -0 36 14.7
 FH0944
 FH0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0944!SPC AR N     -   0.99997227  x   0.99993613  =   0.99990840
 FH0944!UTM  15      -   0.99997227  x   0.99970928  =   0.99968155
 FH0944
 FH0944|---------------------------------------------------------------------|
 FH0944| PID    Reference Object                     Distance      Geod. Az  |
 FH0944|                                                           dddmmss.s |
 FH0944| CI2461 MAXEY RM 1                           12.378 METERS 02838     |
 FH0944| CI2464 MAXEY RM 4                           20.319 METERS 10506     |
 FH0944| CI2462 MAXEY RM 2                           14.265 METERS 11423     |
 FH0944| CI2463 MAXEY RM 3                            9.479 METERS 18546     |
 FH0944| FH0967 MULBERRY MUNICIPAL TANK             APPROX. 5.6 KM 1951907.4 |
 FH0944| FH0945 MULBERRY N MUN TANK                 APPROX. 4.5 KM 1960446.2 |
 FH0944| CI2460 MAXEY AZ MK                                        2141900.6 |
 FH0944|---------------------------------------------------------------------|
 FH0944
 FH0944                          SUPERSEDED SURVEY CONTROL
 FH0944
 FH0944  NAD 83(1997)-  35 32 54.66287(N)    094 02 20.16325(W) AD(       ) 1
 FH0944  NAD 83(1986)-  35 32 54.66172(N)    094 02 20.15872(W) AD(       ) 1
 FH0944  NAD 27      -  35 32 54.35500(N)    094 02 19.43200(W) AD(       ) 1
 FH0944  NGVD 29 (07/19/86)  205.7    (m)          675.     (f) VERT ANG       
 FH0944
 FH0944.Superseded values are not recommended for survey control.
 FH0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0944.See file dsdata.txt to determine how the superseded data were derived.
 FH0944
 FH0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0583134370(NAD 83)
 FH0944_MARKER: DS = TRIANGULATION STATION DISK
 FH0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0944
 FH0944  HISTORY     - Date     Condition        Report By
 FH0944  HISTORY     - 1971     MONUMENTED       NGS
 FH0944
 FH0944                          STATION DESCRIPTION
 FH0944
 FH0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0944'THE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK
 FH0944'WERE RECOVERED.  THE STATION MARK AND REFERENCE MARK 1 HAD BEEN
 FH0944'HIT BY MACHINERY, THE DISKS WERE BATTERED AND PORTIONS OF THE
 FH0944'CONCRETE MONUMENT WERE BROKEN OFF.  A NEW SURFACE STATION MARK
 FH0944'WAS SET HOLDING THE EXACT POSITION OF THE UNDERGROUND MARK
 FH0944'AND A REFERENCE MARK 4 WAS ESTABLISHED.  A DIFFERENCE OF 0.018
 FH0944'METERS LONGER IN THE DISTANCE TO REFERENCE MARK 1 AND A
 FH0944'DIFFERENCE OF 0.046 METERS LONGER IN THE DISTANCE TO REFERENCE
 FH0944'MARK 3 WAS NOTED.  THE DIRECTION TO REFERENCE MARK 1,
 FH0944'REFERENCE MARK 3 AND THE AZIMUTH MARK CHECKED THE 1969 DATA.
 FH0944'FOLLOWING IS A NEW DESCRIPTION.
 FH0944'
 FH0944'THE STATION IS ABOUT 51/2 MILES SOUTH AND 7 MILES EAST OF
 FH0944'MOUNTAINBURG, 3 MILES NORTH AND 1/2 MILE EAST OF MULBERRY,
 FH0944'IN THE SOUTHWEST 1/4 OF SECTION 12, T. 10 N., R. 29 W., ON
 FH0944'THE WEST END OF AN EAST-WEST RIDGE AND ON PROPERTY OF JACK
 FH0944'BOWLIN.
 FH0944'
 FH0944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FH0944'STATE HIGHWAY 215 IN MULBERRY, GO NORTH ON STATE HIGHWAY 215
 FH0944'FOR 1.9 MILES TO WHERE THE HIGHWAY CROSSES OVER INTERSTATE
 FH0944'MILE TO A METAL GATE AND THE AZIMUTH MARK ON THE LEFT.
 FH0944'CONTINUE NORTH ON THE HIGHWAY FOR 0.7 MILE TO A WIRE GATE ON THE
 FH0944'RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO NORTHERLY
 FH0944'ACROSS PASTURE FOR 0.1 MILE TO A POND.  BEAR RIGHT AND GO
 FH0944'NORTHEAST FOR 0.05 MILE TO A TRACK ROAD LEADING INTO THE
 FH0944'WOODS.  TURN RIGHT AND GO EAST ON TRACK ROAD FOR 0.2 MILE TO
 FH0944'THE TOP OF RIDGE.  TURN RIGHT AND GO SOUTHWEST TO THE END
 FH0944'OF RIDGE AND THE STATION.
 FH0944'
 FH0944'STATION MARK IS A STANDARD DISK, STAMPED MAXEY 1940 1969 1971,
 FH0944'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 24 INCHES IN
 FH0944'DIAMETER, THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 3.6
 FH0944'FEET NORTH OF A WITNESS POST.
 FH0944'
 FH0944'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAXEY NO 1 1940,
 FH0944'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT
 FH0944'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 44.3 FEET NORTH OF THE
 FH0944'WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FH0944'
 FH0944'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MAXEY NO 3 1940
 FH0944'1969, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 22.8
 FH0944'FEET EAST OF THE WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE
 FH0944'STATION.
 FH0944'
 FH0944'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MAXEY NO 4 1940
 FH0944'1969 1971, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS
 FH0944'66.7 FEET EAST OF THE WITNESS POST AND ABOUT 1 FOOT LOWER THAN
 FH0944'THE STATION.
 FH0944'
 FH0944'AZIMUTH MARK IS A STANDARD DISK, STAMPED MAXEY 1940, SET
 FH0944'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 FH0944'4 INCHES ABOVE THE GROUND.  IT IS 186.0 FEET WEST OF THE
 FH0944'CENTERLINE OF STATE HIGHWAY 215, 144.0 FEET WEST OF A METAL
 FH0944'GATE, 102.0 FEET WEST-SOUTHWEST OF A POWER LINE POLE, 15.0
 FH0944'FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND 1.0 FOOT
 FH0944'EAST OF A WITNESS POST.
 FH0944'
 FH0944'HEIGHT OF LIGHT ABOVE STATION MARK 54.6 FEET.
 FH0944'
 FH0944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTH
 FH0944'AND 1/2 MILE EAST OF MULBERRY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1717 ***********************************************************************
 FG1717  DESIGNATION -  MAY
 FG1717  PID         -  FG1717
 FG1717  STATE/COUNTY-  AR/VAN BUREN
 FG1717  USGS QUAD   -  MORGANTON (1989)
 FG1717
 FG1717                         *CURRENT SURVEY CONTROL
 FG1717  ___________________________________________________________________
 FG1717* NAD 83(1997)-  35 26 37.43158(N)    092 15 19.01487(W)     ADJUSTED  
 FG1717* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 FG1717  ___________________________________________________________________
 FG1717  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 FG1717  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FG1717
 FG1717  HORZ ORDER  -  FIRST
 FG1717
 FG1717.The horizontal coordinates were established by classical geodetic methods
 FG1717.and adjusted by the National Geodetic Survey in September 1999..
 FG1717
 FG1717.The orthometric height was scaled from a topographic map.
 FG1717
 FG1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1717
 FG1717.The geoid height was determined by GEOID03.
 FG1717
 FG1717;                    North         East     Units Scale Factor Converg.
 FG1717;SPC AR N     -   123,218.972   376,823.728   MT  0.99993893   -0 08 54.8
 FG1717;SPC AR N     -   404,260.91  1,236,295.85   sFT  0.99993893   -0 08 54.8
 FG1717;UTM  15      - 3,922,507.681   567,588.491   MT  0.99965629   +0 25 54.8
 FG1717
 FG1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1717!SPC AR N     -   0.99995646  x   0.99993893  =   0.99989540
 FG1717!UTM  15      -   0.99995646  x   0.99965629  =   0.99961277
 FG1717
 FG1717|---------------------------------------------------------------------|
 FG1717| PID    Reference Object                     Distance      Geod. Az  |
 FG1717|                                                           dddmmss.s |
 FG1717| CI2466 MAY RM 1                             17.095 METERS 00655     |
 FG1717| CI2465 MAY AZ MK                                          2695005.6 |
 FG1717| CI2467 MAY RM 2                             18.898 METERS 27258     |
 FG1717|---------------------------------------------------------------------|
 FG1717
 FG1717                          SUPERSEDED SURVEY CONTROL
 FG1717
 FG1717  NAD 83(1986)-  35 26 37.44531(N)    092 15 19.01015(W) AD(       ) 1
 FG1717  NAD 27      -  35 26 37.16400(N)    092 15 18.45700(W) AD(       ) 1
 FG1717
 FG1717.Superseded values are not recommended for survey control.
 FG1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1717.See file dsdata.txt to determine how the superseded data were derived.
 FG1717
 FG1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6758822508(NAD 83)
 FG1717_MARKER: DS = TRIANGULATION STATION DISK
 FG1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1717
 FG1717  HISTORY     - Date     Condition        Report By
 FG1717  HISTORY     - 1940     MONUMENTED       CGS
 FG1717  HISTORY     - 1954     GOOD             CGS
 FG1717  HISTORY     - 1959     GOOD             USGS
 FG1717  HISTORY     - 1962     GOOD             CGS
 FG1717  HISTORY     - 1967     GOOD             CGS
 FG1717
 FG1717                          STATION DESCRIPTION
 FG1717
 FG1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1717'THE STATION IS ABOUT 5 MILES NNW OF QUITMAN, 1 MILE E OF
 FG1717'FAIRBANKS ON LAND OWNED BY J.H. MAY.  THE COUNTRY IS ROLLING
 FG1717'WITH SCATTERED TREES.
 FG1717'
 FG1717'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 FG1717'STANDARD DISKS SET IN CONCRETE.
 FG1717'
 FG1717'STATION MARK IS 17 FEET N OF THE CENTER LINE OF ROAD, 13.5 FEET
 FG1717'S OF SE CORNER OF HOUSE, 29.3 FEET SW OF WHITE WITNESS POST.
 FG1717'IT IS FLUSH WITH THE GROUND AND IS STAMPED MAY 1940.
 FG1717'
 FG1717'REFERENCE MARK NO. 1 IS 1 FOOT W, AND 2 FEET S OF FENCE
 FG1717'LINES, 25 FEET NE OF NE CORNER OF HOUSE.  IT IS SAME ELEVATION
 FG1717'AS STATION, AND PROJECTS 6 INCHES, AND STAMPED MAY NO. 1
 FG1717'1940.
 FG1717'
 FG1717'REFERENCE MARK NO. 2 IS 2 FEET NW OF FENCE CORNER, 35 FEET
 FG1717'WSW OF THE HOUSE, 17 FEET N OF THE ROAD.  IT IS SAME ELEVATION
 FG1717'AS STATION AND IS STAMPED MAY NO. 2 1940.
 FG1717'
 FG1717'THE AZIMUTH MARK IS 0.2 MILE W OF THE STATION, 22 FEET S
 FG1717'OF THE CENTER LINE OF ROAD, 1 FOOT E OF FENCE, 48 FEET NW
 FG1717'OF NW CORNER OF THE HOUSE, 2.5 FEET N OF WHITE WITNESS POST.
 FG1717'IT PROJECTS 6 INCHES, AND IS STAMPED MAY 1940.
 FG1717'
 FG1717'STATION REACHED FROM THE POST OFFICE IN QUITMAN BY GOING
 FG1717'NE ON THE MAIN STREET ONE BLOCK, TURN LEFT (NW) ON GRADED DIRT
 FG1717'ROAD, 0.25 MILE TO FORK JUST BEYOND HIGHWAY BRIDGE, TAKE
 FG1717'LEFT FORK AND GO 1.1 MILES TO SUSPENSION BRIDGE, CONTINUE
 FG1717'0.75 MILE TO FORK, TAKE RIGHT FORK AND GO 1.3 MILES, TURN
 FG1717'LEFT (NW), FOLLOW MAIN-TRAVELED ROAD 2.15 MILES TO GRADED
 FG1717'DIRT ROAD LEADING RIGHT AT METAL-ROOFED HOUSE ON LEFT.  TURN
 FG1717'RIGHT AND GO 1.3 MILES NE AND E TO MR. MAYS HOUSE AND STATION
 FG1717'ON LEFT.
 FG1717'
 FG1717'A 4-FOOT WOODEN STAND WAS USED.
 FG1717
 FG1717                          STATION RECOVERY (1954)
 FG1717
 FG1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1717'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 FG1717'AS DESCRIBED AND ALL WERE FOUND IN GOOD CONDITION.
 FG1717'
 FG1717'THE STATION MARK IS STAMPED MAY 1940 AND IT IS FLUSH WITH
 FG1717'THE GROUND.
 FG1717'
 FG1717'REFERENCE MARK 1 IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1717'STAMPED MAY NO 1 1940.
 FG1717'
 FG1717'REFERENCE MARK 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1717'MAY NO 2 1940.
 FG1717'
 FG1717'THE AZIMUTH MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FG1717'MAY 1940.
 FG1717'
 FG1717'HEIGHT OF LIGHT ABOVE THE STATION MARK 23 METERS.
 FG1717
 FG1717                          STATION RECOVERY (1959)
 FG1717
 FG1717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FG1717'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 18 FEET N
 FG1717'AND 49 FEET E OF T-ROAD S, 60 FEET SE OF SE CORNER OF HOUSE.
 FG1717'THE HOUSE HAS BEEN MOVED.  NO WITNESS POST FOUND.
 FG1717'
 FG1717'REFERENCE MARK 1 IS 56 FEET N OF STATION, 47 FEET ENE OF SE
 FG1717'CORNER OF HOUSE, AND WAS RECOVERED IN GOOD CONDITION.
 FG1717'
 FG1717'REFERENCE MARK 2 WAS IN GOOD CONDITION, AND IS 62 FEET W OF
 FG1717'STATION, 40 FEET S OF SW CORNER OF HOUSE, 17 FEET N OF THE
 FG1717'ROAD.
 FG1717
 FG1717                          STATION RECOVERY (1962)
 FG1717
 FG1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1717'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FG1717'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FG1717'THE DISTANCES AND THE DIRECTIONS TO ALL MARKS WERE VERIFIED.
 FG1717'
 FG1717'FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 FG1717'
 FG1717'THE STATION IS 8 MILES EAST OF BEE BRANCH, 5 MILES NORTHWEST
 FG1717'OF QUITMAN AND 0.4 MILE WEST OF THE CLEBURNE-VAN BUREN COUNTY
 FG1717'LINE.
 FG1717'
 FG1717'TO REACH THE STATION FROM THE POST OFFICE IN QUITMAN, GO EAST
 FG1717'ON STATE HIGHWAY 25 FOR ONE BLOCK TO THE JUNCTION OF STATE
 FG1717'HIGHWAYS 25, 124 AND 356.  TURN LEFT AND GO NORTH ON HIGHWAY
 FG1717'356 FOR 0.25 MILE TO A ROAD FORK.  BEAR RIGHT AND CONTINUE
 FG1717'NORTH ON HIGHWAY 356 FOR 1.9 MILES TO A SIDE ROAD ON THE
 FG1717'LEFT.  TURN LEFT AND GO WEST ON HIGHWAY 356 FOR 4.6 MILES TO A
 FG1717'ROAD FORK.  BEAR RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.5
 FG1717'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 FG1717'A DIRT ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 FG1717'RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.45 MILE TO A T-ROAD
 FG1717'AND THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 FG1717'
 FG1717'STATION MARK, A STANDARD DISK STAMPED MAY 1940, IS SET IN A
 FG1717'SQUARE CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FG1717'IT IS 60 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 FG1717'24 FEET WEST OF THE NORTHWEST CORNER OF A STORM CELLAR AND
 FG1717'21 FEET NORTH OF THE CENTER OF A ROAD.  THE UNDERGROUND DISK
 FG1717'WAS NOT INSPECTED.
 FG1717'
 FG1717'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MAY NO 1 1940,
 FG1717'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 FG1717'ABOVE THE SURFACE OF THE GROUND.  IT IS 77 FEET NORTH OF THE
 FG1717'CENTER OF THE ROAD AND 47 FEET EAST OF THE SOUTHEAST CORNER
 FG1717'OF THE HOUSE.
 FG1717'
 FG1717'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MAY NO 2 1940,
 FG1717'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 FG1717'ABOVE THE SURFACE OF THE GROUND.  IT IS 42 FEET NORTHEAST
 FG1717'OF A POWER POLE, 40 FEET SOUTH OF THE SOUTHWEST CORNER OF
 FG1717'THE HOUSE AND 19 FEET NORTH OF THE CENTER OF THE ROAD.
 FG1717'
 FG1717'AZIMUTH MARK, A STANDARD DISK STAMPED MAY 1940, IS SET IN
 FG1717'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 FG1717'SURFACE OF THE GROUND.  IT IS 41 FEET NORTHWEST OF THE
 FG1717'NORTHWEST CORNER OF A HOUSE, 23 FEET SOUTH OF THE CENTER
 FG1717'OF A ROAD, 2.3 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT
 FG1717'EAST OF A FENCE.
 FG1717'
 FG1717'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 FG1717'DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH
 FG1717'SIDE OF THE ROAD.
 FG1717'
 FG1717'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FG1717'
 FG1717'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1717
 FG1717                          STATION RECOVERY (1967)
 FG1717
 FG1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1717'THE STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED
 FG1717'BY J.K. RICHARDS IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1063 ***********************************************************************
 GE1063  DESIGNATION -  MAY
 GE1063  PID         -  GE1063
 GE1063  STATE/COUNTY-  AR/RANDOLPH
 GE1063  USGS QUAD   -  MAYNARD (1968)
 GE1063
 GE1063                         *CURRENT SURVEY CONTROL
 GE1063  ___________________________________________________________________
 GE1063* NAD 83(1997)-  36 26 24.60798(N)    090 54 07.33404(W)     ADJUSTED  
 GE1063* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 GE1063  ___________________________________________________________________
 GE1063  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GE1063  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GE1063
 GE1063  HORZ ORDER  -  THIRD
 GE1063
 GE1063.The horizontal coordinates were established by classical geodetic methods
 GE1063.and adjusted by the National Geodetic Survey in September 1999..
 GE1063
 GE1063.The orthometric height was scaled from a topographic map.
 GE1063
 GE1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1063
 GE1063.The geoid height was determined by GEOID03.
 GE1063
 GE1063;                    North         East     Units Scale Factor Converg.
 GE1063;SPC AR N     -   234,296.966   498,445.948   MT  1.00004744   +0 38 20.1
 GE1063;SPC AR N     -   768,689.30  1,635,318.08   sFT  1.00004744   +0 38 20.1
 GE1063;SPC MO E     -    67,406.034   213,955.665   MT  0.99994933   -0 14 19.7
 GE1063;UTM  15      - 4,034,816.837   688,040.537   MT  1.00003566   +1 14 47.5
 GE1063
 GE1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1063!SPC AR N     -   0.99997876  x   1.00004744  =   1.00002620
 GE1063!SPC MO E     -   0.99997876  x   0.99994933  =   0.99992809
 GE1063!UTM  15      -   0.99997876  x   1.00003566  =   1.00001442
 GE1063
 GE1063|---------------------------------------------------------------------|
 GE1063| PID    Reference Object                     Distance      Geod. Az  |
 GE1063|                                                           dddmmss.s |
 GE1063| CI4610 MAY RM 1                             14.668 METERS 03744     |
 GE1063| CI4611 MAY RM 2                             17.812 METERS 16820     |
 GE1063| CI4609 MAY AZ MK                                          2025557.1 |
 GE1063|---------------------------------------------------------------------|
 GE1063
 GE1063                          SUPERSEDED SURVEY CONTROL
 GE1063
 GE1063  NAD 83(1986)-  36 26 24.61539(N)    090 54 07.33396(W) AD(       ) 3
 GE1063  NAD 27      -  36 26 24.38570(N)    090 54 06.90070(W) AD(       ) 3
 GE1063
 GE1063.Superseded values are not recommended for survey control.
 GE1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1063.See file dsdata.txt to determine how the superseded data were derived.
 GE1063
 GE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8804134817(NAD 83)
 GE1063_MARKER: DS = TRIANGULATION STATION DISK
 GE1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1063_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1063
 GE1063  HISTORY     - Date     Condition        Report By
 GE1063  HISTORY     - 1955     MONUMENTED       CGS
 GE1063
 GE1063                          STATION DESCRIPTION
 GE1063
 GE1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1063'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE VILLAGE OF
 GE1063'MAYNARD, 0.2 MILE EAST-NORTHEAST OF STATE HIGHWAY 115, AND ON
 GE1063'LAND OWNED BY GEORGE WALKER.  IT IS 30 FEET WEST OF A NORTH-SOUTH
 GE1063'FENCE LINE AND 4 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.
 GE1063'
 GE1063'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 115 AND
 GE1063'166 IN THE SMALL VILLAGE OF MAYNARD, GO NORTH ON STATE HIGHWAY
 GE1063'115 FOR 1.25 MILES TO A SIDE ROAD ON THE RIGHT (THE AZIMUTH
 GE1063'MARK IS 0.05 MILE EAST OF THIS POINT NEAR LARGE OAK TREE AS
 GE1063'DESCRIBED). CONTINUE ON NORTH ON STATE HIGHWAY 115 FOR 0.25
 GE1063'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH AND EAST
 GE1063'FOR 0.05 MILE TO A FORK, KEEP RIGHT FORK FOR 0.05 MILE TO WHERE
 GE1063'THIS FARM ROAD TURNS SOUTH TO OLD FARM BUILDINGS.  HERE KEEP
 GE1063'STRAIGHT AHEAD ACROSS PASTURE LAND FOR 0.1 MILE TO A
 GE1063'NORTH-SOUTH FENCE LINE AND STATION AS DESCRIBED.
 GE1063'
 GE1063'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 GE1063'MAY 1955.
 GE1063'
 GE1063'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE
 GE1063'LINE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 GE1063'MAY NO 1 1955.
 GE1063'
 GE1063'REFERENCE MARK NO. 2 IS 17 FEET WEST OF THE NORTH-SOUTH FENCE
 GE1063'LINE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 GE1063'MAY NO 2 1955.
 GE1063'
 GE1063'THE AZIMUTH MARK IS 0.05 MILE EAST OF STATE HIGHWAY 115, 4
 GE1063'FEET NORTHWEST OF A 36-INCH OAK TREE, AND 1 FOOT SOUTHEAST
 GE1063'OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES,
 GE1063'AND THE DISK IS STAMPED MAY 1955.
 GE1063'
 GE1063'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1763 ***********************************************************************
 EJ1763  DESIGNATION -  MAYFLOWER
 EJ1763  PID         -  EJ1763
 EJ1763  STATE/COUNTY-  AR/FAULKNER
 EJ1763  USGS QUAD   -  MAYFLOWER (1987)
 EJ1763
 EJ1763                         *CURRENT SURVEY CONTROL
 EJ1763  ___________________________________________________________________
 EJ1763* NAD 83(1997)-  34 57 31.42296(N)    092 23 49.22295(W)     ADJUSTED  
 EJ1763* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 EJ1763  ___________________________________________________________________
 EJ1763  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 EJ1763  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EJ1763
 EJ1763  HORZ ORDER  -  FIRST
 EJ1763
 EJ1763.The horizontal coordinates were established by classical geodetic methods
 EJ1763.and adjusted by the National Geodetic Survey in September 1999..
 EJ1763
 EJ1763.The orthometric height was scaled from a topographic map.
 EJ1763
 EJ1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1763
 EJ1763.The geoid height was determined by GEOID03.
 EJ1763
 EJ1763;                    North         East     Units Scale Factor Converg.
 EJ1763;SPC AR N     -    69,455.887   363,740.103   MT  0.99999510   -0 13 51.7
 EJ1763;SPC AR N     -   227,873.19  1,193,370.65   sFT  0.99999510   -0 13 51.7
 EJ1763;SPC AR S     -   654,301.676   363,738.160   MT  1.00004848   -0 13 19.9
 EJ1763;SPC AR S     - 2,146,654.75  1,193,364.28   sFT  1.00004848   -0 13 19.9
 EJ1763;UTM  15      - 3,868,632.231   555,052.131   MT  0.99963735   +0 20 43.9
 EJ1763
 EJ1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1763!SPC AR N     -   0.99998502  x   0.99999510  =   0.99998012
 EJ1763!SPC AR S     -   0.99998502  x   1.00004848  =   1.00003350
 EJ1763!UTM  15      -   0.99998502  x   0.99963735  =   0.99962238
 EJ1763
 EJ1763:                Primary Azimuth Mark                     Grid Az
 EJ1763:SPC AR N     -  MAYFLOWER AZ MK                          032 26 01.4
 EJ1763:SPC AR S     -  MAYFLOWER AZ MK                          032 25 29.6
 EJ1763:UTM  15      -  MAYFLOWER AZ MK                          031 51 25.8
 EJ1763
 EJ1763|---------------------------------------------------------------------|
 EJ1763| PID    Reference Object                     Distance      Geod. Az  |
 EJ1763|                                                           dddmmss.s |
 EJ1763| CY6958 MAYFLOWER AZ MK                                    0321209.7 |
 EJ1763| CY6959 MAYFLOWER RM 1                        8.846 METERS 12220     |
 EJ1763| EJ1731 CLIFTON                             APPROX. 7.9 KM 1271708.3 |
 EJ1763| CY6960 MAYFLOWER RM 2                        6.178 METERS 20950     |
 EJ1763|---------------------------------------------------------------------|
 EJ1763
 EJ1763                          SUPERSEDED SURVEY CONTROL
 EJ1763
 EJ1763  NAD 83(1986)-  34 57 31.43893(N)    092 23 49.21099(W) AD(       ) 1
 EJ1763  NAD 27      -  34 57 31.12100(N)    092 23 48.65100(W) AD(       ) 1
 EJ1763
 EJ1763.Superseded values are not recommended for survey control.
 EJ1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1763.See file dsdata.txt to determine how the superseded data were derived.
 EJ1763
 EJ1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5505268632(NAD 83)
 EJ1763_MARKER: DS = TRIANGULATION STATION DISK
 EJ1763_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EJ1763_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EJ1763
 EJ1763  HISTORY     - Date     Condition        Report By
 EJ1763  HISTORY     - 1940     MONUMENTED       CGS
 EJ1763  HISTORY     - 1957     GOOD             CGS
 EJ1763  HISTORY     - 1967     GOOD             CGS
 EJ1763
 EJ1763                          STATION DESCRIPTION
 EJ1763
 EJ1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1763'STATION IS LOCATED ABOUT 11.5 MILES S OF CONWAY, 2 MILES
 EJ1763'E OF THE SMALL TOWN OF MAYFLOWER, ON THE WESTERN END OF AN
 EJ1763'OAK-TIMBERED RIDGE.
 EJ1763'
 EJ1763'SURFACE, AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 EJ1763'IN THE TOP OF TILES AS DESCRIBED.
 EJ1763'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A STANDARD
 EJ1763'DISK AS DESCRIBED.
 EJ1763'
 EJ1763'SURFACE MARK PROJECTS 1 INCH AND IS 18 FEET E OF A TRIANGLE-BLAZED
 EJ1763'18-INCH OAK TREE AND 18 FEET W OF A TRIANGLE-BLAZED 12-INCH
 EJ1763'OAK TREE.
 EJ1763'
 EJ1763'REFERENCE MARK NO.1 PROJECTS 6 INCHES AND IS 22 FEET S OF
 EJ1763'A TRIANGLE-BLAZED 12-INCH OAK TREE AND IS ON THE SAME LEVEL AS THE
 EJ1763'STATION.
 EJ1763'
 EJ1763'REFERENCE MARK NO.2 PROJECTS 6 INCHES AND IS 30 FEET S OF
 EJ1763'A TRIANGLE-BLAZED 18-INCH OAK TREE AND IS ON THE SAME LEVEL
 EJ1763'AS THE STATION.
 EJ1763'
 EJ1763'THE AZIMUTH MARK IS ON THE N SIDE OF THE MAIN GRAVELED ROAD
 EJ1763'ABOUT 1 MILE N OF THE STATION.  MARK PROJECTS 4 INCHES AND
 EJ1763'IS 7 FEET W OF A WHITE REFERENCE POST, 24 FEET S OF A 12-INCH
 EJ1763'OAK TREE AND 21 FEET N OF THE CENTER OF THE MAIN GRAVELED
 EJ1763'ROAD.
 EJ1763'
 EJ1763'TO REACH STATION FROM MAYFLOWER, GO N ON U.S. HIGHWAY 65
 EJ1763'FOR 0.75 MILE TO A GRAVEL ROAD RIGHT (E) AT A SIGN (CATO).
 EJ1763'TURN RIGHT (E) ON MAIN GRAVELED ROAD FOR 1.75 MILES TO THE
 EJ1763'AZIMUTH MARK ON THE LEFT (N) SIDE OF ROAD, CONTINUE ON MAIN
 EJ1763'GRAVELED ROAD 0.1 MILE TO A FARM ROAD RIGHT (S), TURN RIGHT
 EJ1763'AND FOLLOW FARM ROAD (PASSING TO RIGHT OF HOUSE) 0.2 MILE
 EJ1763'TO A FORK, TAKE RIGHT FORK AND GO ABOUT 0.05 MILE TO A DIM
 EJ1763'ROAD TO THE LEFT UP HILL, TURN LEFT (S) AND FOLLOW DIM ROAD
 EJ1763'TO A LARGE OAK TREE WITH A TRIANGLE AND AN ARROW BLAZED ON
 EJ1763'THE E SIDE, (THIS IS THE END OF TRUCK TRAVEL).  FROM HERE
 EJ1763'FOLLOW BLAZED TREES S, UP HILL TO TOP OF RIDGE, TURN RIGHT
 EJ1763'(W) AND FOLLOW TOP OF RIDGE ABOUT 100 YARDS TO A
 EJ1763'TRIANGLE-BLAZED OAK TREE AND STATION.
 EJ1763
 EJ1763                          STATION RECOVERY (1957)
 EJ1763
 EJ1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EJ1763'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 EJ1763'AND FOUND IN GOOD CONDITION.
 EJ1763'
 EJ1763'A SEARCH FOR THE AZIMUTH MARK WAS MADE BUT THE MARK WAS NOT
 EJ1763'RECOVERED AND WAS REPORTED TO THIS PARTY TO HAVE BEEN DESTROYED
 EJ1763'DURING THE CONSTRUCTION OF A HOME.
 EJ1763'
 EJ1763'THE TO-REACH FOR THE STATION IS ADEQUATE.
 EJ1763'
 EJ1763'TRIANGULAR BLAZES WERE PLACED ON A RING OF TREES SURROUNDING
 EJ1763'THE STATION MARK.
 EJ1763
 EJ1763                          STATION RECOVERY (1967)
 EJ1763
 EJ1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1763'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 EJ1763'IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT OF THE
 EJ1763'MARKS.  THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK
 EJ1763'RECOVERED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EJ1763'
 EJ1763'THE STATION IS LOCATED ON THE HIGHEST PART OF AN OAK TIMBERED
 EJ1763'RIDGE ABOUT 11 MILES SOUTH OF CONWAY, 2 MILES EAST OF MAYFLOWER
 EJ1763'AND 1 MILE SOUTH OF STATE HIGHWAY 89.
 EJ1763'
 EJ1763'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE
 EJ1763'HIGHWAY 89 ABOUT 8 MILES SOUTH OF CONWAY, GO EAST ON STATE
 EJ1763'HIGHWAY 89 FOR 0.95 MILE TO A BRIDGE OVER LAKE CONWAY, CONTINUE
 EJ1763'AHEAD AND GO EAST ON THE HIGHWAY FOR 0.85 MILE TO A SIDE
 EJ1763'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON FARM ROAD FOR 0.15
 EJ1763'MILE TO A GATE.  PASS THROUGH GATE AND FOLLOW MAIN ROAD FOR
 EJ1763'0.05 MILE TO A REVERSE FORK.  TURN SHARP RIGHT AND GO WESTERLY
 EJ1763'ON WOODS ROAD FOR 0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM
 EJ1763'HERE PACK SOUTH UP HILL FOR ABOUT 15 MINUTES TO THE HIGHEST
 EJ1763'PART OF THE WESTERN END OF THE RIDGE AND STATION.
 EJ1763'
 EJ1763'THE STATION MARK IS A STANDARD DISK, STAMPED MAYFLOWER 1940,
 EJ1763'SET IN THE TOP OF A 4 INCH TILE FILLED WITH CONCRETE FLUSH
 EJ1763'WITH THE GROUND.  IT IS 16 FEET WEST OF A TRIANGLE BLAZED
 EJ1763'TREE AND ON THE HIGHEST PART OF THE HILL.
 EJ1763'
 EJ1763'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAYFLOWER NO 1
 EJ1763'1940, SET IN THE TOP OF A 4 INCH TILE FILLED WITH CONCRETE
 EJ1763'PROJECTING 4 INCHES.  IT IS 23 FEET SOUTH OF THE TRIANGLE
 EJ1763'BLAZED TREE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EJ1763'
 EJ1763'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAYFLOWER NO
 EJ1763'2 1940, SET IN THE TOP OF A 4 INCH TILE FILLED WITH CONCRETE
 EJ1763'PROJECTING 3 INCHES.  IT IS 34 FEET SOUTH OF THE TRIANGLE
 EJ1763'BLAZED TREE AND ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1062 ***********************************************************************
 GE1062  DESIGNATION -  MAYNARD
 GE1062  PID         -  GE1062
 GE1062  STATE/COUNTY-  AR/RANDOLPH
 GE1062  USGS QUAD   -  MAYNARD (1968)
 GE1062
 GE1062                         *CURRENT SURVEY CONTROL
 GE1062  ___________________________________________________________________
 GE1062* NAD 83(1997)-  36 24 26.11137(N)    090 54 03.49733(W)     ADJUSTED  
 GE1062* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 GE1062  ___________________________________________________________________
 GE1062  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GE1062  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GE1062
 GE1062  HORZ ORDER  -  SECOND
 GE1062
 GE1062.The horizontal coordinates were established by classical geodetic methods
 GE1062.and adjusted by the National Geodetic Survey in September 1999..
 GE1062
 GE1062.The orthometric height was scaled from a topographic map.
 GE1062
 GE1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1062
 GE1062.The geoid height was determined by GEOID03.
 GE1062
 GE1062;                    North         East     Units Scale Factor Converg.
 GE1062;SPC AR N     -   230,645.547   498,582.272   MT  1.00003901   +0 38 22.3
 GE1062;SPC AR N     -   756,709.60  1,635,765.34   sFT  1.00003901   +0 38 22.3
 GE1062;SPC MO E     -    63,753.298   214,036.039   MT  0.99994926   -0 14 16.8
 GE1062;UTM  15      - 4,031,167.093   688,215.544   MT  1.00003648   +1 14 46.3
 GE1062
 GE1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1062!SPC AR N     -   0.99998079  x   1.00003901  =   1.00001980
 GE1062!SPC MO E     -   0.99998079  x   0.99994926  =   0.99993005
 GE1062!UTM  15      -   0.99998079  x   1.00003648  =   1.00001727
 GE1062
 GE1062|---------------------------------------------------------------------|
 GE1062| PID    Reference Object                     Distance      Geod. Az  |
 GE1062|                                                           dddmmss.s |
 GE1062| CI4616 MAYNARD RM 1                         22.891 METERS 01507     |
 GE1062| CI4615 MAYNARD AZ MK                                      0331749.5 |
 GE1062| CI4617 MAYNARD RM 2                         21.946 METERS 09658     |
 GE1062|---------------------------------------------------------------------|
 GE1062
 GE1062                          SUPERSEDED SURVEY CONTROL
 GE1062
 GE1062  NAD 83(1986)-  36 24 26.11869(N)    090 54 03.49727(W) AD(       ) 2
 GE1062  NAD 27      -  36 24 25.88890(N)    090 54 03.06370(W) AD(       ) 2
 GE1062
 GE1062.Superseded values are not recommended for survey control.
 GE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1062.See file dsdata.txt to determine how the superseded data were derived.
 GE1062
 GE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8821631167(NAD 83)
 GE1062_MARKER: DS = TRIANGULATION STATION DISK
 GE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1062+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 GE1062
 GE1062  HISTORY     - Date     Condition        Report By
 GE1062  HISTORY     - 1955     MONUMENTED       CGS
 GE1062  HISTORY     - 1957     GOOD             CGS
 GE1062  HISTORY     - 20020914 GOOD             USACE
 GE1062
 GE1062                          STATION DESCRIPTION
 GE1062
 GE1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1062'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF
 GE1062'POCAHONTAS, 1 MILE SOUTH OF THE SMALL SETTLEMENT OF MAYNARD,
 GE1062'0.1 MILE WEST OF STATE HIGHWAY 115, 58 FEET SOUTHEAST OF THE
 GE1062'SOUTHEAST CORNER OF A FARM HOUSE, 22.5 FEET NORTHWEST OF A
 GE1062'36-INCH OAK TREE, 17.5 FEET EAST OF A 30-INCH OAK TREE AND ON
 GE1062'LAND OWNED BY MR. FRANK RUDD.
 GE1062'
 GE1062'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 166 AND
 GE1062'115 IN MAYNARD, GO SOUTH ON STATE HIGHWAY 115 FOR 0.65 MILE TO
 GE1062'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTHERLY
 GE1062'ON THE HIGHWAY FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 GE1062'RIGHT (WEST) FOLLOW THE DRIVEWAY FOR 0.1 MILE TO MR. RUDDS
 GE1062'FARM HOME AND THE STATION AS DESCRIBED.
 GE1062'
 GE1062'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE1062'STAMPED MAYNARD 1955.
 GE1062'
 GE1062'REFERENCE MARK 1 IS 48 FEET EAST OF THE NORTHEAST CORNER OF
 GE1062'THE FARM HOUSE AND 15 FEET SOUTH OF THE CENTER OF THE DRIVEWAY.
 GE1062'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GE1062'MAYNARD NO 1 1955.
 GE1062'
 GE1062'REFERENCE MARK 2 IS 61 FEET NORTHEAST OF THE 36-INCH OAK TREE.
 GE1062'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MAYNARD
 GE1062'NO 2 1955.
 GE1062'
 GE1062'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTER OF THE HIGHWAY,
 GE1062'1.5 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 GE1062'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED MAYNARD 1955.
 GE1062'
 GE1062'NOTE- THE UNDER-GROUND STATION MARK IS STAMPED MANGRUM 1955.
 GE1062'
 GE1062'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE1062
 GE1062                          STATION RECOVERY (1957)
 GE1062
 GE1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1062'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 GE1062'CONDITION.  THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 GE1062'
 GE1062'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY IN 1957.
 GE1062
 GE1062                          STATION RECOVERY (2002)
 GE1062
 GE1062'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1052 ***********************************************************************
 DK1052  DESIGNATION -  MAYWEATHER BOLT
 DK1052  PID         -  DK1052
 DK1052  STATE/COUNTY-  AR/CHICOT
 DK1052  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1052
 DK1052                         *CURRENT SURVEY CONTROL
 DK1052  ___________________________________________________________________
 DK1052* NAD 83(1986)-  33 07 27.     (N)    091 22 20.     (W)     SCALED    
 DK1052* NAVD 88     -        31.10   (+/-2cm)     102.0    (feet)  VERTCON   
 DK1052  ___________________________________________________________________
 DK1052  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DK1052
 DK1052  VERT ORDER  -  ? (See Below)
 DK1052
 DK1052.The horizontal coordinates were scaled from a topographic map and have
 DK1052.an estimated accuracy of +/- 6 seconds.
 DK1052
 DK1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1052.The vertical order pertains to the NGVD 29 superseded value.
 DK1052
 DK1052.The geoid height was determined by GEOID03.
 DK1052
 DK1052;                    North         East    Units  Estimated Accuracy
 DK1052;SPC AR S     -   450,920.      458,590.      MT  (+/- 180 meters Scaled)
 DK1052
 DK1052                          SUPERSEDED SURVEY CONTROL
 DK1052
 DK1052  NGVD 29 (??/??/??)   31.213  (m)          102.40   (f) ADJUSTED    ?  
 DK1052
 DK1052.Superseded values are not recommended for survey control.
 DK1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1052.See file dsdata.txt to determine how the superseded data were derived.
 DK1052
 DK1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS518662(NAD 83)
 DK1052_MARKER: B = BOLT
 DK1052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1052_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1052
 DK1052  HISTORY     - Date     Condition        Report By
 DK1052  HISTORY     - UNK      MONUMENTED       DOD
 DK1052  HISTORY     - 1934     GOOD             CGS
 DK1052
 DK1052                          STATION DESCRIPTION
 DK1052
 DK1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1052'7.0 MI W FROM EUDORA.
 DK1052'7.0 MILES WEST ALONG STATE HIGHWAY 8 FROM THE CITY HALL AT EUDORA,
 DK1052'CHICOT COUNTY, ON THE MAYWEATHER PLANTATION, ABOUT 1.5 MILES WEST OF A
 DK1052'BRIDGE OVER BOEUFF RIVER, ABOUT 1,200 FEET SOUTH OF A BLAZED 16-INCH
 DK1052'SWEET GUM TREE, ABOUT 600 FEET EAST OF A BLAZED 12-INCH HACKBERRY
 DK1052'TREE, ABOUT 500 FEET EAST OF THE EDGE OF A WOODS NORTH OF THE HIGHWAY,
 DK1052'36.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET WEST OF A
 DK1052'22-INCH COTTONWOOD TREE, AND 3 FEET NORTH OF A FENCE. A COPPER BOLT
 DK1052'SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH
 DK1052'IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 DK1052'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1053 ***********************************************************************
 DK1053  DESIGNATION -  MAYWEATHER CAP
 DK1053  PID         -  DK1053
 DK1053  STATE/COUNTY-  AR/CHICOT
 DK1053  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1053
 DK1053                         *CURRENT SURVEY CONTROL
 DK1053  ___________________________________________________________________
 DK1053* NAD 83(1986)-  33 07 27.     (N)    091 22 20.     (W)     SCALED    
 DK1053* NAVD 88     -        32.34   (+/-2cm)     106.1    (feet)  VERTCON   
 DK1053  ___________________________________________________________________
 DK1053  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DK1053
 DK1053  VERT ORDER  -  ? (See Below)
 DK1053
 DK1053.The horizontal coordinates were scaled from a topographic map and have
 DK1053.an estimated accuracy of +/- 6 seconds.
 DK1053
 DK1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1053.The vertical order pertains to the NGVD 29 superseded value.
 DK1053
 DK1053.The geoid height was determined by GEOID03.
 DK1053
 DK1053;                    North         East    Units  Estimated Accuracy
 DK1053;SPC AR S     -   450,920.      458,590.      MT  (+/- 180 meters Scaled)
 DK1053
 DK1053                          SUPERSEDED SURVEY CONTROL
 DK1053
 DK1053  NGVD 29 (??/??/??)   32.452  (m)          106.47   (f) ADJUSTED    ?  
 DK1053
 DK1053.Superseded values are not recommended for survey control.
 DK1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1053.See file dsdata.txt to determine how the superseded data were derived.
 DK1053
 DK1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS518662(NAD 83)
 DK1053_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1053
 DK1053  HISTORY     - Date     Condition        Report By
 DK1053  HISTORY     - UNK      MONUMENTED       DOD
 DK1053  HISTORY     - 1934     GOOD             CGS
 DK1053
 DK1053                          STATION DESCRIPTION
 DK1053
 DK1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1053'7.3 MI W FROM EUDORA.
 DK1053'7.3 MILES WEST OF EUDORA IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED
 DK1053'ON THE MAYWEATHER PLANTATION, MR. MAYWEATHER OF KANSAS CITY, MO.
 DK1053'OWNER, MR. HENRY CONNOR OF EUDORA, ARK. OVERSEER, APPROXIMATELY 7.3
 DK1053'MILES WEST OF EUDORA, CHICOT COUNTY, ARKANSAS.  1.5 MILES WEST OF
 DK1053'BOEUF RIVER BRIDGE.  APPROXIMATELY 500 FEET EAST OF WOODS LINE ON
 DK1053'NORTH SIDE OF HIGHWAY.  36.5 FEET NORTH OF CENTERLINE OF HIGHWAY 8. 8
 DK1053'FEET WEST OF 22 INCH COTTONWOOD TREE, AND 3 FEET FROM FENCE LINE. SEC.
 DK1053'14, T18S, R3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1995 ***********************************************************************
 EJ1995  DESIGNATION -  MAZARN
 EJ1995  PID         -  EJ1995
 EJ1995  STATE/COUNTY-  AR/HOT SPRING
 EJ1995  USGS QUAD   -  POINT CEDAR (1976)
 EJ1995
 EJ1995                         *CURRENT SURVEY CONTROL
 EJ1995  ___________________________________________________________________
 EJ1995* NAD 83(1997)-  34 20 44.40096(N)    093 21 23.87030(W)     ADJUSTED  
 EJ1995* NAVD 88     -       334.0    (meters)    1096.     (feet)  VERTCON   
 EJ1995  ___________________________________________________________________
 EJ1995  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 EJ1995  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EJ1995
 EJ1995  HORZ ORDER  -  SECOND
 EJ1995
 EJ1995.The horizontal coordinates were established by classical geodetic methods
 EJ1995.and adjusted by the National Geodetic Survey in September 1999..
 EJ1995
 EJ1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1995
 EJ1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1995
 EJ1995.The geoid height was determined by GEOID03.
 EJ1995
 EJ1995;                    North         East     Units Scale Factor Converg.
 EJ1995;SPC AR S     -   587,050.130   275,189.910   MT  0.99993317   -0 45 33.5
 EJ1995;SPC AR S     - 1,926,013.63    902,852.23   sFT  0.99993317   -0 45 33.5
 EJ1995;UTM  15      - 3,800,541.515   467,199.857   MT  0.99961326   -0 12 04.3
 EJ1995
 EJ1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1995!SPC AR S     -   0.99995189  x   0.99993317  =   0.99988506
 EJ1995!UTM  15      -   0.99995189  x   0.99961326  =   0.99956517
 EJ1995
 EJ1995|---------------------------------------------------------------------|
 EJ1995| PID    Reference Object                     Distance      Geod. Az  |
 EJ1995|                                                           dddmmss.s |
 EJ1995| CX6738 MAZARN RM 1                           8.385 METERS 08523     |
 EJ1995| CX6739 MAZARN RM 2                           4.211 METERS 14212     |
 EJ1995| CX6737 MAZARN AZ MK                                       3000956.8 |
 EJ1995|---------------------------------------------------------------------|
 EJ1995
 EJ1995                          SUPERSEDED SURVEY CONTROL
 EJ1995
 EJ1995  NAD 83(1997)-  34 20 44.41038(N)    093 21 23.86358(W) AD(       ) 2
 EJ1995  NAD 83(1986)-  34 20 44.41095(N)    093 21 23.86242(W) AD(       ) 2
 EJ1995  NAD 27      -  34 20 44.09060(N)    093 21 23.24360(W) AD(       ) 2
 EJ1995  NGVD 29 (07/19/86)  334.0    (m)         1096.     (f) VERT ANG       
 EJ1995
 EJ1995.Superseded values are not recommended for survey control.
 EJ1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1995.See file dsdata.txt to determine how the superseded data were derived.
 EJ1995
 EJ1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6720000542(NAD 83)
 EJ1995_MARKER: DS = TRIANGULATION STATION DISK
 EJ1995_SETTING: 80 = SET IN A BOULDER
 EJ1995_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ1995
 EJ1995  HISTORY     - Date     Condition        Report By
 EJ1995  HISTORY     - 1957     MONUMENTED       CGS
 EJ1995
 EJ1995                          STATION DESCRIPTION
 EJ1995
 EJ1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1995'THE STATION IS LOCATED ON THE EASTERN END AND ON THE HIGHEST
 EJ1995'POINT OF A PROMINENT WOODED RANGE OF HILLS WHICH RUN EAST-WEST
 EJ1995'IN DIRECTION AND LIE BETWEEN THE SOUTH FORK OF LITTLE MAZARN
 EJ1995'CREEK AND THE CADDO RIVER, ABOUT 3 MILES AIRLINE SOUTH-SOUTHEAST
 EJ1995'OF BONNERDALE AND 3 MILES NORTH-NORTHWEST OF POINT CEDAR.
 EJ1995'IT IS 13 FEET WEST OF A 3 FOOT CAIRN AND 12 FEET SOUTH OF AN
 EJ1995'8-INCH TRIANGLE BLAZED PINE TREE.  IT IS STAMPED MAZARN 1957
 EJ1995'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 EJ1995'
 EJ1995'REFERENCE MARK NO. 1 IS 15 FEET EAST OF A CAIRN AND 9 FEET
 EJ1995'SOUTH OF A 10-INCH TRIANGLE BLAZED PINE TREE ON THE SAME
 EJ1995'ELEVATION AS THE STATION.  IT IS STAMPED MAZARN NO 1 1957 AND
 EJ1995'SET FLUSH.
 EJ1995'
 EJ1995'REFERENCE MARK NO. 2 IS 14 FEET SOUTHWEST OF A CAIRN AT THE
 EJ1995'SOUTH EDGE OF THE HILL AND IS ABOUT 1 FOOT LOWER THAN THE
 EJ1995'STATION.  IT IS STAMPED MAZARN NO 2 1957 AND SET FLUSH.
 EJ1995'
 EJ1995'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 23.0 FEET.
 EJ1995'
 EJ1995'THE AZIMUTH MARK IS 75 FEET WEST OF THE CENTER OF A DRIVEWAY
 EJ1995'LEADING INTO A FARM HOUSE, 19 FEET NORTH OF THE CENTER OF A
 EJ1995'GRAVELED ROAD AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED
 EJ1995'MAZARN 1957 AND PROJECTS 6 INCHES.
 EJ1995'
 EJ1995'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD GO
 EJ1995'EAST ON U.S. HIGHWAY 70 FOR 9.4 MILES TO A CROSSROADS AT 3
 EJ1995'SERVICE STATIONS AND A SIGN (BONNERDALE CHURCH), TURN RIGHT,
 EJ1995'SOUTH, AND FOLLOW THE GRADED ROAD SOUTH FOR 1.8 MILES TO
 EJ1995'A FORK, TAKE THE LEFT FORK AND CONTINUE SOUTH ON THE MAIN ROAD
 EJ1995'FOR 0.9 MILE TO A T-ROAD LEFT, TURN LEFT, EAST, AND GO 1.45
 EJ1995'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 EJ1995'STRAIGHT AHEAD FOR 0.25 MILE TO AN OLD WOODS ROAD RIGHT AND
 EJ1995'THE END OF TRUCK TRAVEL, CROSS THE FENCE AND PACK SOUTH ON
 EJ1995'THE WOODS ROAD FOR ABOUT 50 YARDS TO A FORK, TAKE THE RIGHT
 EJ1995'FORK AND PACK SOUTH ON THE ROAD FOR ABOUT 10 MINUTES TO A WIRE
 EJ1995'FENCE, CROSS THE FENCE AND CONTINUE SOUTH FOR ABOUT 5
 EJ1995'MINUTES TO THE END OF THE ROAD, KEEP STRAIGHT AHEAD TO THE
 EJ1995'TOP OF THE RIDGE, TURN LEFT, EAST, AND GO TO THE EAST
 EJ1995'END OF THE RIDGE AT ITS HIGHEST POINT AND THE STATION AS
 EJ1995'DESCRIBED.  A 1 HOUR BACK PACK.
 EJ1995'
 EJ1995'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2142 ***********************************************************************
 EH2142  DESIGNATION -  MCCREANOR RM 1
 EH2142  PID         -  EH2142
 EH2142  STATE/COUNTY-  AR/LONOKE
 EH2142  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2142
 EH2142                         *CURRENT SURVEY CONTROL
 EH2142  ___________________________________________________________________
 EH2142* NAD 83(1986)-  34 47 00.     (N)    091 48 01.     (W)     SCALED    
 EH2142* NAVD 88     -        69.601  (meters)     228.35   (feet)  ADJUSTED  
 EH2142  ___________________________________________________________________
 EH2142  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH2142  DYNAMIC HT  -          69.536 (meters)     228.14  (feet)  COMP
 EH2142  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 EH2142
 EH2142  VERT ORDER  -  FIRST     CLASS II
 EH2142
 EH2142.The horizontal coordinates were scaled from a topographic map and have
 EH2142.an estimated accuracy of +/- 6 seconds.
 EH2142
 EH2142.The orthometric height was determined by differential leveling
 EH2142.and adjusted by the National Geodetic Survey in June 1991..
 EH2142
 EH2142.The geoid height was determined by GEOID03.
 EH2142
 EH2142.The dynamic height is computed by dividing the NAVD 88
 EH2142.geopotential number by the normal gravity value computed on the
 EH2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2142.degrees latitude (g = 980.6199 gals.).
 EH2142
 EH2142.The modeled gravity was interpolated from observed gravity values.
 EH2142
 EH2142;                    North         East    Units  Estimated Accuracy
 EH2142;SPC AR S     -   634,790.      418,280.      MT  (+/- 180 meters Scaled)
 EH2142
 EH2142                          SUPERSEDED SURVEY CONTROL
 EH2142
 EH2142  NGVD 29 (??/??/??)   69.614  (m)          228.39   (f) ADJUSTED    1 2
 EH2142
 EH2142.Superseded values are not recommended for survey control.
 EH2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2142.See file dsdata.txt to determine how the superseded data were derived.
 EH2142
 EH2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU097496(NAD 83)
 EH2142_MARKER: DR = REFERENCE MARK DISK
 EH2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2142_STAMPING: MCCREANOR RM 1 1916 1920
 EH2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2142+STABILITY: SURFACE MOTION
 EH2142
 EH2142  HISTORY     - Date     Condition        Report By
 EH2142  HISTORY     - 1935     MONUMENTED       CGS
 EH2142  HISTORY     - 1954     GOOD             CGS
 EH2142  HISTORY     - 1967     MARK NOT FOUND   CGS
 EH2142  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2142
 EH2142                          STATION DESCRIPTION
 EH2142
 EH2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2142'3.3 MI W FROM CARLISLE.
 EH2142'3.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2142'FROM THE STATION AT CARLISLE, 4 1/2 RAILS EAST OF A ROAD CROSSING,
 EH2142'43.5 FEET NORTH OF THE NORTH RAIL, 211 FEET WEST OF R.M. 2 MCCREANOR,
 EH2142'25 FEET WEST OF A TELEPHONE POLE, 3 FEET SOUTH OF A FENCE, SET IN THE
 EH2142'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EH2142
 EH2142                          STATION RECOVERY (1967)
 EH2142
 EH2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2142'MARK NOT FOUND.
 EH2142
 EH2142                          STATION RECOVERY (1976)
 EH2142
 EH2142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1810 ***********************************************************************
 FF1810  DESIGNATION -  MCCRORY
 FF1810  PID         -  FF1810
 FF1810  STATE/COUNTY-  AR/WOODRUFF
 FF1810  USGS QUAD   -  MC CRORY (1980)
 FF1810
 FF1810                         *CURRENT SURVEY CONTROL
 FF1810  ___________________________________________________________________
 FF1810* NAD 83(1997)-  35 15 37.83692(N)    091 11 41.57399(W)     ADJUSTED  
 FF1810* NAVD 88     -        63.36   (+/-2cm)     207.9    (feet)  VERTCON   
 FF1810  ___________________________________________________________________
 FF1810  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 FF1810  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1810
 FF1810  HORZ ORDER  -  SECOND
 FF1810  VERT ORDER  -  THIRD ? (See Below)
 FF1810
 FF1810.The horizontal coordinates were established by classical geodetic methods
 FF1810.and adjusted by the National Geodetic Survey in September 1999..
 FF1810
 FF1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1810.The vertical order pertains to the NGVD 29 superseded value.
 FF1810
 FF1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1810
 FF1810.The geoid height was determined by GEOID03.
 FF1810
 FF1810;                    North         East     Units Scale Factor Converg.
 FF1810;SPC AR N     -   103,161.776   473,259.731   MT  0.99995180   +0 28 06.6
 FF1810;SPC AR N     -   338,456.59  1,552,686.30   sFT  0.99995180   +0 28 06.6
 FF1810;UTM  15      - 3,903,426.844   664,205.412   MT  0.99993230   +1 02 32.3
 FF1810
 FF1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1810!SPC AR N     -   0.99999434  x   0.99995180  =   0.99994614
 FF1810!UTM  15      -   0.99999434  x   0.99993230  =   0.99992664
 FF1810
 FF1810|---------------------------------------------------------------------|
 FF1810| PID    Reference Object                     Distance      Geod. Az  |
 FF1810|                                                           dddmmss.s |
 FF1810| CI2477 MCCRORY RM 1                         28.074 METERS 01421     |
 FF1810| CI2476 MCCRORY AZ MK                                      0671310.7 |
 FF1810| FF1814 FAIR OAKS RICE GROWERS ELEV         APPROX.15.1 KM 0961547.2 |
 FF1810| FF1815 FAIR OAKS EMPIRE RICE MILL TK       APPROX.15.1 KM 0990751.7 |
 FF1810| FF1812 MCCRORY FEDERAL COMPRESS E TK       APPROX. 0.5 KM 1610938.2 |
 FF1810| FF1809 MCCRORY FEDERAL COMPRESS W TK       APPROX. 0.6 KM 1825247.8 |
 FF1810| CI2479 MCCRORY RM 3                         24.894 METERS 19309     |
 FF1810| CI2478 MCCRORY RM 2                         24.894 METERS 19311     |
 FF1810| FF1811 MCCRORY MUNICIPAL TANK              APPROX. 0.6 KM 2423449.2 |
 FF1810|---------------------------------------------------------------------|
 FF1810
 FF1810                          SUPERSEDED SURVEY CONTROL
 FF1810
 FF1810  NAD 83(1986)-  35 15 37.84689(N)    091 11 41.57297(W) AD(       ) 2
 FF1810  NAD 27      -  35 15 37.53480(N)    091 11 41.12540(W) AD(       ) 2
 FF1810  NGVD 29 (07/19/86)   63.32   (m)          207.7    (f) LEVELING    3  
 FF1810
 FF1810.Superseded values are not recommended for survey control.
 FF1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1810.See file dsdata.txt to determine how the superseded data were derived.
 FF1810
 FF1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6420503427(NAD 83)
 FF1810_MARKER: DS = TRIANGULATION STATION DISK
 FF1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1810
 FF1810  HISTORY     - Date     Condition        Report By
 FF1810  HISTORY     - 1954     MONUMENTED       CGS
 FF1810  HISTORY     - 1970     GOOD             NGS
 FF1810
 FF1810                          STATION DESCRIPTION
 FF1810
 FF1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1810'THE STATION IS LOCATED ON THE PUBLIC SCHOOL ATHLETIC FIELD
 FF1810'IN THE NORTHEAST PART OF MC CRORY.  IT IS 78 FEET NORTH-NORTHWEST
 FF1810'OF THE NORTHWEST GATE AND 20 FEET EAST OF A WIRE MESH FENCE.
 FF1810'
 FF1810'TO REACH THE STATION FROM THE POST OFFICE IN MC CRORY, GO
 FF1810'NORTH ON STATE HIGHWAY 17 FOR 0.3 MILE, TURN RIGHT AND GO
 FF1810'0.35 MILE TO THE FIELD AND STATION ON THE RIGHT.  TO REACH
 FF1810'THE AZIMUTH MARK FROM THE NORTHWEST GATE, GO EAST ON A GRAVEL
 FF1810'ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 FF1810'0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FF1810'
 FF1810'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 FF1810'AND THE DISK IS STAMPED MC CRORY 1954.
 FF1810'
 FF1810'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE FENCE.  THE MARK
 FF1810'PROJECTS 4 INCHES AND THE DISK IS STAMPED MC CRORY NO 1 1954.
 FF1810'
 FF1810'REFERENCE MARK 2 IS 1 FOOT EAST OF THE FENCE.  THE MARK
 FF1810'PROJECTS 3 INCHES AND THE DISK IS STAMPED MC CRORY NO 2 1954.
 FF1810'
 FF1810'THE AZIMUTH MARK IS 20 FEET NORTH OF A POWERLINE POLE, 20
 FF1810'FEET WEST OF THE CENTER OF A DIRT ROAD AND 1 FOOT NORTHWEST
 FF1810'OF A 4 BY 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 FF1810'4 INCHES AND THE DISK IS STAMPED MC CRORY 1954.
 FF1810'
 FF1810'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1810
 FF1810                          STATION RECOVERY (1970)
 FF1810
 FF1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FF1810'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 FF1810'WERE RECOVERED IN EXCELLENT CONDITION.  REFERENCE MARK NO.
 FF1810'2 MONUMENT WAS BROKEN AT THE TOP AND THE DISK SHEARED FROM
 FF1810'THE SHANK.  THE DISK WAS NOT RECOVERED.  A NEW REFERENCE
 FF1810'MARK NO. 3 WAS ESTABLISHED.  THE STATION WAS OCCUPIED AND
 FF1810'ALL HORIZONTAL ANGLES OBSERVED USING THE AZIMUTH MARK AS
 FF1810'THE INITIAL.  A DISCREPANCY WAS NOTED IN THE ANGLE BETWEEN
 FF1810'THE AZIMUTH MARK AND POSITIONED INTERSECTION STATION MC CRORY,
 FF1810'FEDERAL COMPRESS WEST WATER TANK 1954 OF - 12.4 SEC.  THE
 FF1810'ANGLE BETWEEN THE AZIMUTH MARK AND POSITIONED INTERSECTION
 FF1810'STATION MC CRORY, MUNICIPAL WATER TANK 1954 AND REFERENCE
 FF1810'MARK NO. 1 CHECKED WITHIN THE ALLOWABLE LIMITS.  THE
 FF1810'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND REFERENCE
 FF1810'MARK NO. 1 WAS CHECKED AND THE 1954 MEASUREMENT
 FF1810'VERIFIED.
 FF1810'
 FF1810'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1810'
 FF1810'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE
 FF1810'ATHLETIC FIELD JUST WEST OF THE MC CRORY ELEMENTARY SCHOOL
 FF1810'AND IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF EAST 5TH
 FF1810'STREET AND NORTH WADE STREET IN MC CRORY.
 FF1810'
 FF1810'TO REACH THE STATION FROM THE NEW POST OFFICE IN MC CRORY,
 FF1810'GO NORTH ON STATE ROUTE 145 (THIS IS NORTH EDMONDS AVENUE)
 FF1810'FOR 0.2 OF A MILE TO THE INTERSECTION OF EAST 5TH STREET.
 FF1810'HERE TURN RIGHT AND GO EAST ON EAST 5TH STREET FOR 0.3 OF
 FF1810'A MILE TO THE ATHLETIC FIELD IN THE SOUTHEAST ANGLE OF THE
 FF1810'INTERSECTION WITH NORTH WADE STREET AS DESCRIBED.
 FF1810'
 FF1810'THE STATION IS 113 FEET SOUTH OF THE APPROXIMATE CENTER
 FF1810'OF EAST 5TH STREET, 95 FEET NORTH OF THE NORTHEAST CORNER
 FF1810'OF THE FIELD RESTROOMS, 90 FEET SOUTH OF THE CHAIN LINK
 FF1810'FENCE AT THE NORTHWEST ENTRANCE OF PEDESTRIAN GATE JUST
 FF1810'EAST OF THE ADMISSION BOOTH, 52 FEET WEST-SOUTHWEST OF A
 FF1810'LARGE LAMP POLE AT THE NORTHWEST CORNER OF THE FIELD, 46
 FF1810'FEET EAST OF THE APPROXIMATE CENTER OF NORTH WADE STREET,
 FF1810'38 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 FF1810'BLEACHERS, 20 FEET EAST OF A CHAIN LINK FENCE, 6.5 FEET SOUTH OF
 FF1810'THE SOUTHEAST CORNER OF THE CONSESSION STAND, AND 3.5
 FF1810'FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK.  IT IS
 FF1810'A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FF1810'CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SWARD AND THE
 FF1810'DISK IS STAMPED MC CRORY 1954.
 FF1810'
 FF1810'REFERENCE MARK NO. 1 IS 67 FEET EAST OF THE APPROXIMATE
 FF1810'CENTER OF NORTH WADE STREET, 63.5 FEET NORTH-NORTHEAST OF
 FF1810'THE NORTHEAST CORNER OF THE CONCESSION STAND, 62 FEET
 FF1810'NORTH-NORTHWEST OF THE LARGE LAMP POLE AT THE NORTHWEST
 FF1810'CORNER OF THE FIELD, 24 FEET EAST OF THE PEDESTRIAN ENTRANCE
 FF1810'GATE, 24 FEET SOUTH OF THE APPROXIMATE CENTER OF EAST 5TH
 FF1810'STREET, AND 0.8 OF A FOOT SOUTH OF A CHAIN LINK FENCE.  IT
 FF1810'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FF1810'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FF1810'STAMPED MC CRORY NO 1 1954.
 FF1810'
 FF1810'REFERENCE MARK NO. 3 IS 86 FEET SOUTH OF THE SOUTHWEST CORNER
 FF1810'OF THE CONCESSION STAND, 55 FEET SOUTHWEST OF THE NORTHWEST
 FF1810'CORNER OF THE BLEACHERS, 27 FEET EAST OF THE APPROXIMATE
 FF1810'CENTER OF NORTH WADE STREET, 16.5 FEET NORTH-NORTHWEST OF
 FF1810'THE NORTHWEST CORNER OF THE FIELD RESTROOMS, AND 1.2 FEET
 FF1810'EAST OF A CHAIN LINK FENCE.  IT IS A STANDARD DISK SET IN
 FF1810'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND
 FF1810'THE DISK IS STAMPED MC CRORY 1954 NO 3 1970.
 FF1810'
 FF1810'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK
 FF1810'NO. 1 AND REFERENCE MARK NO. 3 IS 173.79 FEET (52.971) METERS.
 FF1810'
 FF1810'THE AZIMUTH MARK IS 25 FEET WEST OF THE APPROXIMATE CENTER
 FF1810'OF A GRADED ROAD, 24 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 FF1810'POLE, 2 FEET NORTH OF A POWERLINE POLE, AND 1.0 FOOT EAST
 FF1810'OF A METAL WITNESS POST AND SIGN.  THE MARK IS ON THE PROPERTY
 FF1810'OF THE ADA L. JOHNSON ESTATE.  IT IS A STANDARD DISK SET
 FF1810'IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 FF1810'AND THE DISK IS STAMPED MC CRORY 1954.
 FF1810'
 FF1810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON EAST
 FF1810'5TH STREET FOR 0.3 OF A MILE TO THE END OF THE PAVEMENT.
 FF1810'CONTINUE EAST ON A GRAVELED STREET FOR 0.05 OF A MILE TO A GRADED
 FF1810'T ROAD LEFT.  HERE TURN LEFT ON THE GRADED ROAD AND GO NORTH
 FF1810'FOR 0.15 OF A MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FF1810'
 FF1810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MC CRORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1809 ***********************************************************************
 FF1809  DESIGNATION -  MCCRORY FEDERAL COMPRESS W TK
 FF1809  PID         -  FF1809
 FF1809  STATE/COUNTY-  AR/WOODRUFF
 FF1809  USGS QUAD   -  MC CRORY (1980)
 FF1809
 FF1809                         *CURRENT SURVEY CONTROL
 FF1809  ___________________________________________________________________
 FF1809* NAD 83(1997)-  35 15 19.76938(N)    091 11 42.68209(W)     ADJUSTED  
 FF1809* NAVD 88     -                                                        
 FF1809  ___________________________________________________________________
 FF1809  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 FF1809  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1809
 FF1809  HORZ ORDER  -  THIRD
 FF1809
 FF1809.The horizontal coordinates were established by classical geodetic methods
 FF1809.and adjusted by the National Geodetic Survey in September 1999..
 FF1809
 FF1809
 FF1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1809
 FF1809.The geoid height was determined by GEOID03.
 FF1809
 FF1809;                    North         East     Units Scale Factor Converg.
 FF1809;SPC AR N     -   102,604.784   473,236.275   MT  0.99995230   +0 28 05.9
 FF1809;SPC AR N     -   336,629.20  1,552,609.35   sFT  0.99995230   +0 28 05.9
 FF1809;UTM  15      - 3,902,869.656   664,187.535   MT  0.99993223   +1 02 31.2
 FF1809
 FF1809                          SUPERSEDED SURVEY CONTROL
 FF1809
 FF1809  NAD 83(1986)-  35 15 19.77922(N)    091 11 42.68106(W) AD(       ) 4
 FF1809  NAD 27      -  35 15 19.46700(N)    091 11 42.23300(W) AD(       ) 3
 FF1809
 FF1809.Superseded values are not recommended for survey control.
 FF1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1809.See file dsdata.txt to determine how the superseded data were derived.
 FF1809
 FF1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6418802870(NAD 83)
 FF1809_MARKER: 53 = ELEVATED TANK
 FF1809
 FF1809  HISTORY     - Date     Condition        Report By
 FF1809  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1809
 FF1809                          STATION DESCRIPTION
 FF1809
 FF1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1809'THE STATION IS LOCATED IN THE EAST CENTRAL EDGE OF MC CRORY.
 FF1809'THE TANK AND FOUR STEEL LEGS ARE PAINTED ALUMINUM AND ABOUT
 FF1809'110 FEET HIGH.  THE POINT INTERSECTD WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1812 ***********************************************************************
 FF1812  DESIGNATION -  MCCRORY FEDERAL COMPRESS E TK
 FF1812  PID         -  FF1812
 FF1812  STATE/COUNTY-  AR/WOODRUFF
 FF1812  USGS QUAD   -  MC CRORY (1980)
 FF1812
 FF1812                         *CURRENT SURVEY CONTROL
 FF1812  ___________________________________________________________________
 FF1812* NAD 83(1997)-  35 15 22.41981(N)    091 11 35.16102(W)     ADJUSTED  
 FF1812* NAVD 88     -                                                        
 FF1812  ___________________________________________________________________
 FF1812  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 FF1812  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1812
 FF1812  HORZ ORDER  -  THIRD
 FF1812
 FF1812.The horizontal coordinates were established by classical geodetic methods
 FF1812.and adjusted by the National Geodetic Survey in September 1999..
 FF1812
 FF1812
 FF1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1812
 FF1812.The geoid height was determined by GEOID03.
 FF1812
 FF1812;                    North         East     Units Scale Factor Converg.
 FF1812;SPC AR N     -   102,688.015   473,425.714   MT  0.99995223   +0 28 10.3
 FF1812;SPC AR N     -   336,902.26  1,553,230.86   sFT  0.99995223   +0 28 10.3
 FF1812;UTM  15      - 3,902,954.778   664,376.127   MT  0.99993299   +1 02 35.7
 FF1812
 FF1812                          SUPERSEDED SURVEY CONTROL
 FF1812
 FF1812  NAD 83(1986)-  35 15 22.42965(N)    091 11 35.15993(W) AD(       ) 4
 FF1812  NAD 27      -  35 15 22.11800(N)    091 11 34.71300(W) AD(       ) 3
 FF1812
 FF1812.Superseded values are not recommended for survey control.
 FF1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1812.See file dsdata.txt to determine how the superseded data were derived.
 FF1812
 FF1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6437602955(NAD 83)
 FF1812_MARKER: 53 = ELEVATED TANK
 FF1812
 FF1812  HISTORY     - Date     Condition        Report By
 FF1812  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1812
 FF1812                          STATION DESCRIPTION
 FF1812
 FF1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1812'THE STATION IS LOCATED IN THE EAST CENTRAL EDGE OF MC CRORY.
 FF1812'THE TANK AND FOUR STEEL LEGS ARE PAINTED ALUMINUM AND ABOUT
 FF1812'90 FEET HIGH.  THE POINT INTERSECTED WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1811 ***********************************************************************
 FF1811  DESIGNATION -  MCCRORY MUNICIPAL TANK
 FF1811  PID         -  FF1811
 FF1811  STATE/COUNTY-  AR/WOODRUFF
 FF1811  USGS QUAD   -  MC CRORY (1980)
 FF1811
 FF1811                         *CURRENT SURVEY CONTROL
 FF1811  ___________________________________________________________________
 FF1811* NAD 83(1997)-  35 15 28.68966(N)    091 12 03.06918(W)     ADJUSTED  
 FF1811* NAVD 88     -                                                        
 FF1811  ___________________________________________________________________
 FF1811  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 FF1811  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1811
 FF1811  HORZ ORDER  -  THIRD
 FF1811
 FF1811.The horizontal coordinates were established by classical geodetic methods
 FF1811.and adjusted by the National Geodetic Survey in September 1999..
 FF1811
 FF1811
 FF1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1811
 FF1811.The geoid height was determined by GEOID03.
 FF1811
 FF1811;                    North         East     Units Scale Factor Converg.
 FF1811;SPC AR N     -   102,875.471   472,718.725   MT  0.99995205   +0 27 54.1
 FF1811;SPC AR N     -   337,517.27  1,550,911.35   sFT  0.99995205   +0 27 54.1
 FF1811;UTM  15      - 3,903,135.142   663,667.312   MT  0.99993013   +1 02 19.7
 FF1811
 FF1811                          SUPERSEDED SURVEY CONTROL
 FF1811
 FF1811  NAD 83(1986)-  35 15 28.69960(N)    091 12 03.06819(W) AD(       ) 4
 FF1811  NAD 27      -  35 15 28.38800(N)    091 12 02.62000(W) AD(       ) 3
 FF1811
 FF1811.Superseded values are not recommended for survey control.
 FF1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1811.See file dsdata.txt to determine how the superseded data were derived.
 FF1811
 FF1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6366703135(NAD 83)
 FF1811_MARKER: 53 = ELEVATED TANK
 FF1811
 FF1811  HISTORY     - Date     Condition        Report By
 FF1811  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1811
 FF1811                          STATION DESCRIPTION
 FF1811
 FF1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1811'THE STATION IS LOCATED IN THE WEST CENTRAL EDGE OF MC CRORY.
 FF1811'THE TANK AND FOUR STEEL LEGS ARE PAINTED ALUMINUM AND ABOUT
 FF1811'110 FEET HIGH.  THE POINT INTERSECTED WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1010 ***********************************************************************
 GE1010  DESIGNATION -  MCDOUGAL
 GE1010  PID         -  GE1010
 GE1010  STATE/COUNTY-  AR/CLAY
 GE1010  USGS QUAD   -  POLLARD (1984)
 GE1010
 GE1010                         *CURRENT SURVEY CONTROL
 GE1010  ___________________________________________________________________
 GE1010* NAD 83(1997)-  36 24 49.17308(N)    090 20 09.75774(W)     ADJUSTED  
 GE1010* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 GE1010  ___________________________________________________________________
 GE1010  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GE1010  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GE1010
 GE1010  HORZ ORDER  -  SECOND
 GE1010
 GE1010.The horizontal coordinates were established by classical geodetic methods
 GE1010.and adjusted by the National Geodetic Survey in September 1999..
 GE1010
 GE1010.The orthometric height was scaled from a topographic map.
 GE1010
 GE1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1010
 GE1010.The geoid height was determined by GEOID03.
 GE1010
 GE1010;                    North         East     Units Scale Factor Converg.
 GE1010;SPC AR N     -   232,067.298   549,239.964   MT  1.00004062   +0 58 05.7
 GE1010;SPC AR N     -   761,374.13  1,801,964.78   sFT  1.00004062   +0 58 05.7
 GE1010;SPC MO E     -    64,401.904   264,704.332   MT  0.99993600   +0 05 50.4
 GE1010;UTM  15      - 4,033,128.534   738,861.530   MT  1.00030301   +1 34 55.6
 GE1010
 GE1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1010!SPC AR N     -   0.99997814  x   1.00004062  =   1.00001876
 GE1010!SPC MO E     -   0.99997814  x   0.99993600  =   0.99991414
 GE1010!UTM  15      -   0.99997814  x   1.00030301  =   1.00028114
 GE1010
 GE1010:                Primary Azimuth Mark                     Grid Az
 GE1010:SPC AR N     -  GREENWAY                                 150 46 05.8
 GE1010:SPC MO E     -  GREENWAY                                 151 38 21.1
 GE1010:UTM  15      -  GREENWAY                                 150 09 15.9
 GE1010
 GE1010|---------------------------------------------------------------------|
 GE1010| PID    Reference Object                     Distance      Geod. Az  |
 GE1010|                                                           dddmmss.s |
 GE1010| GE1013 GREENWAY                            APPROX.13.4 KM 1514411.5 |
 GE1010| CI4618 MCDOUGAL RM 1                        19.813 METERS 21800     |
 GE1010| CI4619 MCDOUGAL RM 2                        23.012 METERS 28945     |
 GE1010|---------------------------------------------------------------------|
 GE1010
 GE1010                          SUPERSEDED SURVEY CONTROL
 GE1010
 GE1010  NAD 83(1986)-  36 24 49.17908(N)    090 20 09.75700(W) AD(       ) 2
 GE1010  NAD 27      -  36 24 48.96220(N)    090 20 09.38690(W) AD(       ) 2
 GE1010
 GE1010.Superseded values are not recommended for survey control.
 GE1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1010.See file dsdata.txt to determine how the superseded data were derived.
 GE1010
 GE1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3886233129(NAD 83)
 GE1010_MARKER: DS = TRIANGULATION STATION DISK
 GE1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1010
 GE1010  HISTORY     - Date     Condition        Report By
 GE1010  HISTORY     - 1955     MONUMENTED       CGS
 GE1010  HISTORY     - 1970     GOOD             NGS
 GE1010  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE1010
 GE1010                          STATION DESCRIPTION
 GE1010
 GE1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1010'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF POLLARD,
 GE1010'3-1/2 MILES SOUTHEAST OF MC DOUGAL, ON THE HIGHEST POINT
 GE1010'OF A SMALL WOODED HILL, 45 FEET NORTHEAST OF THE CENTER
 GE1010'OF A FORK IN THE WOODS ROAD, 15 FEET WEST OF A WIRE FENCE,
 GE1010'3 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST AND
 GE1010'ON LAND OWNED BY C.E. ELIES.
 GE1010'
 GE1010'TO REACH THE STATION FROM THE POST OFFICE IN PIGGOTT, GO
 GE1010'NORTH AND WEST ON U.S. HIGHWAY 62 FOR 6.2 MILES TO THE SMALL
 GE1010'SETTLEMENT OF POLLARD, CONTINUE WESTERLY ON THE HIGHWAY
 GE1010'FOR 2.2 MILES TO A SIDE ROAD ON THE RIGHT AND SMALL STORE
 GE1010'ON THE RIGHT, CONTINUE ON THE HIGHWAY FOR 2.1 MILES TO A
 GE1010'SIDE ROAD ON THE LEFT, TURN LEFT (SOUTH) AND FOLLOW THE
 GE1010'MAIN GRAVELED FOR 0.3 MILE TO A HOUSE AND THE ROAD TURNS
 GE1010'TO THE EAST, CONTINUE DUE SOUTH ON A WOODS ROAD FOR 0.4 MILE
 GE1010'TO A LOG CABIN ON THE RIGHT, CONTINUE SOUTHERLY ON THE TRACK
 GE1010'ROAD FOR 0.8 MILE TO A Y-JUNCTION AND THE STATION ON THE
 GE1010'LEFT AS DESCRIBED.
 GE1010'
 GE1010'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE1010'MC DOUGAL 1955.
 GE1010'
 GE1010'REFERENCE MARK 1 IS 12 FEET SOUTHWEST OF THE CENTER OF A
 GE1010'WOODS ROAD AND 12 FEET EAST OF THE CENTER OF A WOODS ROAD.
 GE1010'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MC DOUGAL
 GE1010'NO 1 1955.
 GE1010'
 GE1010'REFERENCE MARK 2 IS 24 FEET WEST OF THE CENTER OF THE WOODS
 GE1010'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE1010'MC DOUGAL NO 2 1955.
 GE1010'
 GE1010'NOTE- DUE TO HIGH TREES SURROUNDING THE STATION NO AZIMUTH MARK
 GE1010'WAS ESTABLISHED.
 GE1010'
 GE1010'NOTE- A FOUR-WHEEL-DRIVE TRUCK IS NEEDED FOR THE LAST 1.2 MILES.
 GE1010'
 GE1010'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE1010
 GE1010                          STATION RECOVERY (1970)
 GE1010
 GE1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1010'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GE1010'THE DESCRIPTION FOUND TO BE POOR AND THE STATION WAS OCCUPIED
 GE1010'FOR A NEW DESCRIPTION.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 GE1010'CHECKED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.  THE DISTANCE
 GE1010'TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER THAN THE PREVIOUS
 GE1010'MEASUREMENT BY 0.42 OF A FOOT.
 GE1010'
 GE1010'THE STATION IS LOCATED ON THE HIGHEST POINT OF A WOODED HILL
 GE1010'ABOUT 4 MILES SOUTHWEST OF POLLARD, ON PROPERTY OF THE LANGLEY
 GE1010'HEIRS, 3 FEET SOUTH OF A WHITE WITNESS POST WITH A METAL
 GE1010'SIGN ATTACHED, 20 FEET WEST OF A WIRE FENCE, 11 FEET NORTHEAST
 GE1010'OF A 10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST
 GE1010'SIDE, 45 FEET NORTHEAST OF ROAD FORK, 21 FEET SOUTHEAST OF
 GE1010'AN 8 INCH OAK TREE AND 33 FEET SOUTHWEST OF A 12 INCH OAK
 GE1010'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE1010'MC DOUGAL 1955.
 GE1010'
 GE1010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 GE1010'AND STATE HIGHWAY 139 AT THE EAST EDGE OF POLLARD, GO WEST
 GE1010'ON HIGHWAY 62 FOR 4.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 GE1010'AND GO SOUTH ON THE GRAVEL ROAD FOR 0.3 MILE TO A ROAD FORK.
 GE1010'TAKE THE RIGHT FORK AND CONTINUE SOUTH UPHILL FOR 0.7 MILE
 GE1010'TO A CONCRETE BLOCK HOUSE ON THE RIGHT.  PASS TO THE EAST
 GE1010'SIDE OF THE HOUSE AND CONTINUE SOUTH ON WOODS ROAD FOR ABOUT
 GE1010'0.5 MILE TO ROAD FORK AND STATION.  (NOTE- THE LAST 1/2 MILE
 GE1010'TO THE STATION WAS PACKED AT THIS TIME BUT IT IS THOUGHT
 GE1010'THAT A REGULAR DRIVE VEHICLE COULD MAKE IT IN DRY WEATHER).
 GE1010'
 GE1010'REFERENCE MARK 1 IS 37 FEET SOUTHEAST OF THE ROAD FORK, 14
 GE1010'FEET SOUTH OF THE CENTERLINE OF TRACK ROAD, 13 FEET NORTHEAST
 GE1010'OF THE CENTERLINE OF TRACK ROAD AND 53 FEET WEST OF THE
 GE1010'FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE1010'MC DOUGAL NO 1 1955.
 GE1010'
 GE1010'REFERENCE MARK 2 IS 24 FEET NORTHEAST OF AN 18 INCH OAK TREE
 GE1010'WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 8 FEET WEST OF
 GE1010'AN 8 INCH OAK TREE AND 20 FEET SOUTHWEST OF THE CENTERLINE
 GE1010'OF TRACK ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GE1010'IS STAMPED MC DOUGAL NO 2 1955.
 GE1010'
 GE1010'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE1010'
 GE1010'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 GE1010'MILES SOUTHEAST OF MC DOUGAL.
 GE1010
 GE1010                          STATION RECOVERY (2002)
 GE1010
 GE1010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1010'THE STATION WAS FOUND. BUT SLAB OF CONC. FOUND WITH DISC MISSING. ALSO
 GE1010'LAND LEVELING EQUIPMENT PARKED IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2008 ***********************************************************************
 DK2008  DESIGNATION -  MCGEHEE ARK P AND L CO TANK
 DK2008  PID         -  DK2008
 DK2008  STATE/COUNTY-  AR/DESHA
 DK2008  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK2008
 DK2008                         *CURRENT SURVEY CONTROL
 DK2008  ___________________________________________________________________
 DK2008* NAD 83(1997)-  33 37 50.60042(N)    091 23 48.13686(W)     ADJUSTED  
 DK2008* NAVD 88     -                                                        
 DK2008  ___________________________________________________________________
 DK2008  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DK2008  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK2008
 DK2008  HORZ ORDER  -  THIRD
 DK2008
 DK2008.The horizontal coordinates were established by classical geodetic methods
 DK2008.and adjusted by the National Geodetic Survey in September 1999..
 DK2008
 DK2008
 DK2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2008
 DK2008.The geoid height was determined by GEOID03.
 DK2008
 DK2008;                    North         East     Units Scale Factor Converg.
 DK2008;SPC AR S     -   507,090.761   455,971.821   MT  0.99994313   +0 20 15.6
 DK2008;SPC AR S     - 1,663,680.27  1,495,967.55   sFT  0.99994313   +0 20 15.6
 DK2008;SPC MS W     -   458,496.425   601,340.333   MT  1.00006996   -0 35 20.3
 DK2008;SPC MS W     - 1,504,250.35  1,972,897.41   sFT  1.00006996   -0 35 20.3
 DK2008;UTM  15      - 3,722,364.931   648,706.020   MT  0.99987262   +0 53 17.3
 DK2008
 DK2008                          SUPERSEDED SURVEY CONTROL
 DK2008
 DK2008  NAD 83(1997)-  33 37 50.60679(N)    091 23 48.13209(W) AD(       ) 4
 DK2008  NAD 83(1986)-  33 37 50.60936(N)    091 23 48.13193(W) AD(       ) 4
 DK2008  NAD 27      -  33 37 50.20700(N)    091 23 47.70200(W) AD(       ) 3
 DK2008
 DK2008.Superseded values are not recommended for survey control.
 DK2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2008.See file dsdata.txt to determine how the superseded data were derived.
 DK2008
 DK2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4870622365(NAD 83)
 DK2008_MARKER: 51 = TANK
 DK2008
 DK2008  HISTORY     - Date     Condition        Report By
 DK2008  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2008
 DK2008                          STATION DESCRIPTION
 DK2008
 DK2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2008'THIS TANK IS 0.15 MILE N OF MC GEHEE RAILROAD STATION, (W OF THE
 DK2008'RAILROAD TRACKS AND E OF FIRST STREET).  IT IS A METAL TANK
 DK2008'PAINTED ALUMINUM, AND HAS A FINIAL.
 DK2008'
 DK2008'OBSERVED UPON FROM TRIANGULATION STATIONS MC GEHEE, SELMA,
 DK2008'WOLFF, COMINTO, DERMOTT, AND POLK.
 DK2008'
 DK2008'POINT OBSERVED UPON WAS FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0994 ***********************************************************************
 DK0994  DESIGNATION -  MCGEHEE CAP
 DK0994  PID         -  DK0994
 DK0994  STATE/COUNTY-  AR/DESHA
 DK0994  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0994
 DK0994                         *CURRENT SURVEY CONTROL
 DK0994  ___________________________________________________________________
 DK0994* NAD 83(1986)-  33 37 05.     (N)    091 23 19.     (W)     SCALED    
 DK0994* NAVD 88     -        43.721  (meters)     143.44   (feet)  ADJUSTED  
 DK0994  ___________________________________________________________________
 DK0994  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK0994  DYNAMIC HT  -          43.675 (meters)     143.29  (feet)  COMP
 DK0994  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 DK0994
 DK0994  VERT ORDER  -  FIRST     CLASS II
 DK0994
 DK0994.The horizontal coordinates were scaled from a topographic map and have
 DK0994.an estimated accuracy of +/- 6 seconds.
 DK0994
 DK0994.The orthometric height was determined by differential leveling
 DK0994.and adjusted by the National Geodetic Survey in June 1991..
 DK0994
 DK0994.The geoid height was determined by GEOID03.
 DK0994
 DK0994.The dynamic height is computed by dividing the NAVD 88
 DK0994.geopotential number by the normal gravity value computed on the
 DK0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0994.degrees latitude (g = 980.6199 gals.).
 DK0994
 DK0994.The modeled gravity was interpolated from observed gravity values.
 DK0994
 DK0994;                    North         East    Units  Estimated Accuracy
 DK0994;SPC AR S     -   505,690.      456,730.      MT  (+/- 180 meters Scaled)
 DK0994
 DK0994                          SUPERSEDED SURVEY CONTROL
 DK0994
 DK0994  NGVD 29 (??/??/??)   43.839  (m)          143.83   (f) ADJUSTED    1 2
 DK0994
 DK0994.Superseded values are not recommended for survey control.
 DK0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0994.See file dsdata.txt to determine how the superseded data were derived.
 DK0994
 DK0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT494209(NAD 83)
 DK0994_MARKER: P = PIPE CAP
 DK0994_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0994_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0994
 DK0994  HISTORY     - Date     Condition        Report By
 DK0994  HISTORY     - UNK      MONUMENTED       DOD
 DK0994  HISTORY     - 1938     POOR             CGS
 DK0994  HISTORY     - 1944     MARK NOT FOUND   DOD
 DK0994  HISTORY     - 20031022 MARK NOT FOUND   ARHD
 DK0994
 DK0994                          STATION DESCRIPTION
 DK0994
 DK0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DK0994'1.0 MI S FROM MCGEHEE.
 DK0994'1.0 MIS. S OF STA. A PIPE FLANGE BENCH WITH A BRASS CAP.  CAP IS 8 IN.
 DK0994'ABOVE THE GROUND.  LOCATED APPROXIMATELY 1 1/4 MILE SOUTH OF THE MO.
 DK0994'PAC. R.R. STATION ALONG THE R.R. R/W.  AT THE SOUTH END OF THE R.R.
 DK0994'YARDS.  INSIDE AND NEAR THE CENTER OF THE WYE.
 DK0994
 DK0994                          STATION RECOVERY (1944)
 DK0994
 DK0994'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1944
 DK0994'MARK NOT FOUND.
 DK0994
 DK0994                          STATION RECOVERY (2003)
 DK0994
 DK0994'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DK0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2010 ***********************************************************************
 DK2010  DESIGNATION -  MCGEHEE FED COMPRESS CO TANK
 DK2010  PID         -  DK2010
 DK2010  STATE/COUNTY-  AR/DESHA
 DK2010  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK2010
 DK2010                         *CURRENT SURVEY CONTROL
 DK2010  ___________________________________________________________________
 DK2010* NAD 83(1997)-  33 38 09.14854(N)    091 23 33.72804(W)     ADJUSTED  
 DK2010* NAVD 88     -                                                        
 DK2010  ___________________________________________________________________
 DK2010  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DK2010  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK2010
 DK2010  HORZ ORDER  -  THIRD
 DK2010
 DK2010.The horizontal coordinates were established by classical geodetic methods
 DK2010.and adjusted by the National Geodetic Survey in September 1999..
 DK2010
 DK2010
 DK2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2010
 DK2010.The geoid height was determined by GEOID03.
 DK2010
 DK2010;                    North         East     Units Scale Factor Converg.
 DK2010;SPC AR S     -   507,664.380   456,339.761   MT  0.99994251   +0 20 23.6
 DK2010;SPC AR S     - 1,665,562.22  1,497,174.70   sFT  0.99994251   +0 20 23.6
 DK2010;SPC MS W     -   459,064.091   601,717.550   MT  1.00006904   -0 35 12.6
 DK2010;SPC MS W     - 1,506,112.77  1,974,135.00   sFT  1.00006904   -0 35 12.6
 DK2010;UTM  15      - 3,722,942.019   649,068.406   MT  0.99987395   +0 53 25.7
 DK2010
 DK2010                          SUPERSEDED SURVEY CONTROL
 DK2010
 DK2010  NAD 83(1997)-  33 38 09.15479(N)    091 23 33.72330(W) AD(       ) 4
 DK2010  NAD 83(1986)-  33 38 09.15704(N)    091 23 33.72357(W) AD(       ) 4
 DK2010  NAD 27      -  33 38 08.75700(N)    091 23 33.29300(W) AD(       ) 3
 DK2010
 DK2010.Superseded values are not recommended for survey control.
 DK2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2010.See file dsdata.txt to determine how the superseded data were derived.
 DK2010
 DK2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4906822942(NAD 83)
 DK2010_MARKER: 51 = TANK
 DK2010
 DK2010  HISTORY     - Date     Condition        Report By
 DK2010  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2010
 DK2010                          STATION DESCRIPTION
 DK2010
 DK2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2010'THIS TANK IS 0.4 MILE N AND 0.4 MILE E OF MC GEHEE RAILROAD
 DK2010'STATION.  IT IS A WOODEN TANK WITH CONICAL TOP AND FINIAL.
 DK2010'TANK PAINTED RED IN 1939.
 DK2010'
 DK2010'OBSERVED UPON FROM TRIANGULATION STATIONS MC GEHEE, SELMA,
 DK2010'WOLFF, AND POLK.
 DK2010'
 DK2010'POINTINGS WERE ON FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2012 ***********************************************************************
 DK2012  DESIGNATION -  MCGEHEE MO PAC RR SHOPS STACK
 DK2012  PID         -  DK2012
 DK2012  STATE/COUNTY-  AR/DESHA
 DK2012  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK2012
 DK2012                         *CURRENT SURVEY CONTROL
 DK2012  ___________________________________________________________________
 DK2012* NAD 83(1997)-  33 37 42.52838(N)    091 23 34.41520(W)     ADJUSTED  
 DK2012* NAVD 88     -                                                        
 DK2012  ___________________________________________________________________
 DK2012  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 DK2012  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK2012
 DK2012  HORZ ORDER  -  THIRD
 DK2012
 DK2012.The horizontal coordinates were established by classical geodetic methods
 DK2012.and adjusted by the National Geodetic Survey in September 1999..
 DK2012
 DK2012
 DK2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2012
 DK2012.The geoid height was determined by GEOID03.
 DK2012
 DK2012;                    North         East     Units Scale Factor Converg.
 DK2012;SPC AR S     -   506,844.171   456,326.917   MT  0.99994341   +0 20 23.3
 DK2012;SPC AR S     - 1,662,871.25  1,497,132.56   sFT  0.99994341   +0 20 23.3
 DK2012;SPC MS W     -   458,244.093   601,691.439   MT  1.00006910   -0 35 12.6
 DK2012;SPC MS W     - 1,503,422.50  1,974,049.33   sFT  1.00006910   -0 35 12.6
 DK2012;UTM  15      - 3,722,121.780   649,063.443   MT  0.99987394   +0 53 24.7
 DK2012
 DK2012                          SUPERSEDED SURVEY CONTROL
 DK2012
 DK2012  NAD 83(1997)-  33 37 42.53525(N)    091 23 34.40944(W) AD(       ) 4
 DK2012  NAD 83(1986)-  33 37 42.53735(N)    091 23 34.40988(W) AD(       ) 4
 DK2012  NAD 27      -  33 37 42.14100(N)    091 23 33.97900(W) AD(       ) 3
 DK2012
 DK2012.Superseded values are not recommended for survey control.
 DK2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2012.See file dsdata.txt to determine how the superseded data were derived.
 DK2012
 DK2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4906322122(NAD 83)
 DK2012_MARKER: 63 = STACK
 DK2012
 DK2012  HISTORY     - Date     Condition        Report By
 DK2012  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2012
 DK2012                          STATION DESCRIPTION
 DK2012
 DK2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2012'THIS STACK IS APPROXIMATELY 200 YARDS E OF MC GEHEE RAILROAD
 DK2012'STATION ON MISSOURI PACIFIC RAILROAD PROPERTY.  IT IS A
 DK2012'METAL STACK.
 DK2012'
 DK2012'OBSERVED UPON FROM TRIANGULATION STATIONS MC GEHEE, SELMA,
 DK2012'WOLFF, COMINTO, DERMOTT, AND POLK.
 DK2012'
 DK2012'POINT OBSERVED UPON WAS CENTER OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1724 ***********************************************************************
 FG1724  DESIGNATION -  MCGHEE
 FG1724  PID         -  FG1724
 FG1724  STATE/COUNTY-  AR/FAULKNER
 FG1724  USGS QUAD   -  DAMASCUS (1994)
 FG1724
 FG1724                         *CURRENT SURVEY CONTROL
 FG1724  ___________________________________________________________________
 FG1724* NAD 83(1997)-  35 20 02.73519(N)    092 24 18.18962(W)     ADJUSTED  
 FG1724* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 FG1724  ___________________________________________________________________
 FG1724  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 FG1724  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG1724
 FG1724  HORZ ORDER  -  SECOND
 FG1724
 FG1724.The horizontal coordinates were established by classical geodetic methods
 FG1724.and adjusted by the National Geodetic Survey in September 1999..
 FG1724
 FG1724.The orthometric height was scaled from a topographic map.
 FG1724
 FG1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1724
 FG1724.The geoid height was determined by GEOID03.
 FG1724
 FG1724;                    North         East     Units Scale Factor Converg.
 FG1724;SPC AR N     -   111,101.304   363,176.519   MT  0.99994541   -0 14 08.5
 FG1724;SPC AR N     -   364,504.86  1,191,521.63   sFT  0.99994541   -0 14 08.5
 FG1724;UTM  15      - 3,910,256.098   554,068.665   MT  0.99963603   +0 20 38.7
 FG1724
 FG1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1724!SPC AR N     -   0.99997221  x   0.99994541  =   0.99991763
 FG1724!UTM  15      -   0.99997221  x   0.99963603  =   0.99960825
 FG1724
 FG1724:                Primary Azimuth Mark                     Grid Az
 FG1724:SPC AR N     -  MCGHEE AZ MK                             076 41 43.5
 FG1724:UTM  15      -  MCGHEE AZ MK                             076 06 56.3
 FG1724
 FG1724|---------------------------------------------------------------------|
 FG1724| PID    Reference Object                     Distance      Geod. Az  |
 FG1724|                                                           dddmmss.s |
 FG1724| CI2486 MCGHEE AZ MK                                       0762735.0 |
 FG1724| CI2487 MCGHEE RM 1                          28.248 METERS 15438     |
 FG1724| CI2488 MCGHEE RM 2                          33.775 METERS 26838     |
 FG1724|---------------------------------------------------------------------|
 FG1724
 FG1724                          SUPERSEDED SURVEY CONTROL
 FG1724
 FG1724  NAD 83(1986)-  35 20 02.74933(N)    092 24 18.18196(W) AD(       ) 2
 FG1724  NAD 27      -  35 20 02.45800(N)    092 24 17.61700(W) AD(       ) 2
 FG1724
 FG1724.Superseded values are not recommended for survey control.
 FG1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1724.See file dsdata.txt to determine how the superseded data were derived.
 FG1724
 FG1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5406910256(NAD 83)
 FG1724_MARKER: DS = TRIANGULATION STATION DISK
 FG1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1724
 FG1724  HISTORY     - Date     Condition        Report By
 FG1724  HISTORY     - 1940     MONUMENTED       CGS
 FG1724  HISTORY     - 1954     GOOD             CGS
 FG1724  HISTORY     - 1967     GOOD             CGS
 FG1724
 FG1724                          STATION DESCRIPTION
 FG1724
 FG1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1724'STATION IS LOCATED ABOUT 4 MILES SW OF GRAYSVILLE AND ABOUT
 FG1724'3.5 MILES W OF GUY, AND ABOUT 2.5 MILES S OF DAMASCUS ON
 FG1724'LAND OWNED BY MRS. CALIA MC GHEE.
 FG1724'
 FG1724'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 FG1724'STANDARD DISKS SET IN CONCRETE.
 FG1724'
 FG1724'STATION MARK IS STAMPED MC GHEE 1940 AND PROJECTS ABOUT 4
 FG1724'INCHES ABOVE THE GROUND.  IT IS 34 FEET S OF CENTER LINE
 FG1724'OF DIRT ROAD, 32.6 FEET WNW OF THE NW CORNER OF MRS. MC GHEES
 FG1724'HOUSE AND 19.2 FEET W OF WHITE REFERENCE POST.
 FG1724'
 FG1724'REFERENCE NO. 1 IS STAMPED MC GHEE NO. 1 1940 AND PROJECTS
 FG1724'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER
 FG1724'THAN THE STATION AND IS 6 FEET E OF FENCE ON THE N SIDE
 FG1724'OF HEN HOUSE.
 FG1724'
 FG1724'REFERENCE MARK NO. 2 IS STAMPED MC GHEE NO. 2 1940 AND PROJECTS
 FG1724'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 3 FEET HIGHER
 FG1724'THAN THE STATION AND IS 1.2 FEET S OF FENCE LINE AND 8 FEET
 FG1724'S OF THE CENTER LINE OF DIRT ROAD.
 FG1724'
 FG1724'AZIMUTH MARK IS STAMPED MC GHEE 1940 AND PROJECTS ABOUT
 FG1724'6 INCHES ABOVE THE GROUND.  IT IS 2 FEET E OF THE TOP OF
 FG1724'CUT ON THE E SIDE OF U.S. HIGHWAY 65, AND 6 FEET N OF WHITE
 FG1724'REFERENCE POST.
 FG1724'
 FG1724'STATION IS REACHED AS FOLLOWS- FROM THE POST OFFICE IN CONWAY
 FG1724'GO N ON U.S. HIGHWAY 65 15.75 MILES TO W.C. YONGS STORE
 FG1724'ON THE LEFT, CONTINUE ON U.S. HIGHWAY 65 1.35 MILES TO DIRT
 FG1724'ROAD ON THE RIGHT (E), TURN RIGHT ON DIRT ROAD AND GO 3.85
 FG1724'MILES TO TWO MAIL BOXES MOUNTED ON WHEEL, TURN LEFT AND
 FG1724'FOLLOW MAIN ROAD 0.75 MILE TO MRS. MC GHEES HOUSE AND STATION.
 FG1724'
 FG1724'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 FG1724
 FG1724                          STATION RECOVERY (1954)
 FG1724
 FG1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1724'THE MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FG1724'CONDITION.  THE WITNESS POSTS THAT MARKED THE STATION AND
 FG1724'AZIMUTH MARKS ARE NOW GONE.  THE ORIGINAL DESCRIPTION WAS
 FG1724'FOUND INADEQUATE AND A COMPLETE NEW ONE FOLLOWS-
 FG1724'
 FG1724'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 FG1724'AND STATE HIGHWAY 124 IN THE SOUTH EDGE OF DAMASCUS, GO
 FG1724'SOUTH ON U.S. HIGHWAY 65 FOR 1.8 TO A BRIDGE, CONTINUE SOUTH
 FG1724'ON THE HIGHWAY FOR 0.8 MILE TO TOP OF GRADE AND OLD TRACK
 FG1724'ROAD WHICH MAKES A RIGHT FORK, (THE AZIMUTH MARK MAY BE
 FG1724'REACHED FROM THIS POINT BY CONTINUING STRAIGHT AHEAD ON
 FG1724'THE HIGHWAY FOR 100 FEET TO THE MARK ON THE LEFT BANK) TURN
 FG1724'RIGHT ON TRACK ROAD AND GO 0.15 MILE TO A WIRE GATE, CONTINUE
 FG1724'THROUGH THE GATE FOR 0.7 MILE TO AN ABANDONED FARM HOME AND
 FG1724'THE STATION MARK IN THE FRONT YARD.
 FG1724'
 FG1724'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1724
 FG1724                          STATION RECOVERY (1967)
 FG1724
 FG1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1724'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 FG1724'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES FOLLOWING
 FG1724'IS A NEW AND COMPLETE DESCRIPTION.
 FG1724'
 FG1724'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF GRAYSVILLE,
 FG1724'3-1/2 MILES WEST OF GUY, 2-1/2 MILES SOUTH OF DAMASCUS AND
 FG1724'ON THE HIGHEST PART OF A PASTURE.
 FG1724'
 FG1724'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 FG1724'HIGHWAY 124 IN THE SOUTH EDGE OF DAMASCUS, GO SOUTH ON U.S.
 FG1724'HIGHWAY 65 FOR 1.8 MILES TO A BRIDGE.  CONTINUE AHEAD AND
 FG1724'GO SOUTH ON THE HIGHWAY FOR 0.8 MILE TO A PULLOUT AND TRACK
 FG1724'ROAD LEADING WEST.  (THE AZIMUTH MARK CAN BE REACHED FROM
 FG1724'THIS POINT BY CONTINUING ON THE HIGHWAY FOR ABOUT 150 FEET
 FG1724'TO THE MARK ON THE LEFT).  TURN RIGHT AND FOLLOW TRACK ROAD
 FG1724'WEST FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 FG1724'AND CONTINUE WEST ON TRACK ROAD FOR 0.7 MILE TO THE STATION
 FG1724'ON THE LEFT AT THE SITE OF AN OLD FOUNDATION OF AN OLD
 FG1724'HOUSE.
 FG1724'
 FG1724'STATION MARK IS A STANDARD DISK, STAMPED MC GHEE 1940, SET
 FG1724'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1724'3 INCHES.  IT IS 124 FEET NORTHWEST OF A POWERLINE POLE,
 FG1724'64 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD CONCRETE
 FG1724'FOUNDATION, 40 FEET WEST OF A 12 INCH CEDAR TREE WITH A
 FG1724'WITNESS SIGN ATTACHED AND 31 FEET SOUTH OF THE CENTER OF THE
 FG1724'TRACK ROAD.
 FG1724'
 FG1724'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MC GHEE NO 2
 FG1724'1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1724'PROJECTING 3 INCHES.  IT IS 8 FEET SOUTH OF THE CENTER OF THE
 FG1724'TRACK ROAD, 6 FEET WEST OF AN 8 INCH OAK TREE WITH A WITNESS
 FG1724'SIGN ATTACHED AND ABOUT 2 FEET HIGHER THAN THE STATION.
 FG1724'
 FG1724'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC GHEE NO 1
 FG1724'1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1724'PROJECTING 4 INCHES.  IT IS 57 FEET WEST OF THE POWERLINE
 FG1724'POLE, 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 FG1724'FOUNDATION, AND ABOUT 2 FEET LOWER THAN THE STATION.
 FG1724'
 FG1724'AZIMUTH MARK IS A STANDARD DISK, STAMPED MC GHEE 1940, SET
 FG1724'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1724'5 INCHES.  IT IS 141 FEET SOUTH-SOUTHWEST OF A POWERLINE
 FG1724'POLE, 63 FEET EAST OF THE CENTER OF U.S. HIGHWAY 65, 15
 FG1724'FEET HIGHER THAN THE HIGHWAY AND 1.5 FEET SOUTH OF A METAL
 FG1724'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1363 ***********************************************************************
 DK1363  DESIGNATION -  MCGINTY BOLT
 DK1363  PID         -  DK1363
 DK1363  STATE/COUNTY-  AR/ASHLEY
 DK1363  USGS QUAD   -  WILMOT SW (1960)
 DK1363
 DK1363                         *CURRENT SURVEY CONTROL
 DK1363  ___________________________________________________________________
 DK1363* NAD 83(1986)-  33 00 11.     (N)    091 37 39.     (W)     SCALED    
 DK1363* NAVD 88     -        31.71   (+/-2cm)     104.0    (feet)  VERTCON   
 DK1363  ___________________________________________________________________
 DK1363  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK1363
 DK1363  VERT ORDER  -  ? (See Below)
 DK1363
 DK1363.The horizontal coordinates were scaled from a topographic map and have
 DK1363.an estimated accuracy of +/- 6 seconds.
 DK1363
 DK1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1363.The vertical order pertains to the NGVD 29 superseded value.
 DK1363
 DK1363.The geoid height was determined by GEOID03.
 DK1363
 DK1363;                    North         East    Units  Estimated Accuracy
 DK1363;SPC AR S     -   437,370.      434,810.      MT  (+/- 180 meters Scaled)
 DK1363
 DK1363                          SUPERSEDED SURVEY CONTROL
 DK1363
 DK1363  NGVD 29 (??/??/??)   31.810  (m)          104.36   (f) ADJUSTED    ?  
 DK1363
 DK1363.Superseded values are not recommended for survey control.
 DK1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1363.See file dsdata.txt to determine how the superseded data were derived.
 DK1363
 DK1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS282524(NAD 83)
 DK1363_MARKER: B = BOLT
 DK1363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1363
 DK1363  HISTORY     - Date     Condition        Report By
 DK1363  HISTORY     - UNK      MONUMENTED       DOD
 DK1363  HISTORY     - 1934     GOOD             CGS
 DK1363  HISTORY     - 1943     MARK NOT FOUND   CGS
 DK1363
 DK1363                          STATION DESCRIPTION
 DK1363
 DK1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1363'2.8 MI NE FROM JONES.
 DK1363'ABOUT 2.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DK1363'JONES, MOREHOUSE PARISH, ABOUT 0.4 MILE SOUTHWEST OF THE STATE LINE,
 DK1363'ABOUT 4,300 FEET NORTHWEST OF A CORNERLINE BELFRY ON A CHURCH, 242
 DK1363'FEET NORTHWEST OF THE INTERSECTION OF A GRAVEL ROAD WITH U.S. HIGHWAY
 DK1363'165, 30 FEET SOUTH OF THE SOUTHEAST CORNER OF THE J. B. SHACKLEFORD
 DK1363'RESIDENCE, 70 FEET SOUTHEAST OF THE CHIMNEY, 68 FEET EAST OF A
 DK1363'1-1/2-FOOT COTTONWOOD TREE, AND 1-1/2 FEET NORTHWEST OF THE EDGE OF A
 DK1363'NORTH-AND-SOUTH FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT
 DK1363'3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1363'PROJECTING ABOUT 4 INCHES ABOVE GROUND AND BEARING A CORPS OF
 DK1363'ENGINEERS, U.S. ARMY, STANDARD CAP.
 DK1363
 DK1363                          STATION RECOVERY (1943)
 DK1363
 DK1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 DK1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1364 ***********************************************************************
 DK1364  DESIGNATION -  MCGINTY CAP
 DK1364  PID         -  DK1364
 DK1364  STATE/COUNTY-  AR/ASHLEY
 DK1364  USGS QUAD   -  WILMOT SW (1960)
 DK1364
 DK1364                         *CURRENT SURVEY CONTROL
 DK1364  ___________________________________________________________________
 DK1364* NAD 83(1986)-  33 00 10.     (N)    091 37 39.     (W)     SCALED    
 DK1364* NAVD 88     -        32.93   (+/-2cm)     108.0    (feet)  VERTCON   
 DK1364  ___________________________________________________________________
 DK1364  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK1364
 DK1364  VERT ORDER  -  ? (See Below)
 DK1364
 DK1364.The horizontal coordinates were scaled from a topographic map and have
 DK1364.an estimated accuracy of +/- 6 seconds.
 DK1364
 DK1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1364.The vertical order pertains to the NGVD 29 superseded value.
 DK1364
 DK1364.The geoid height was determined by GEOID03.
 DK1364
 DK1364;                    North         East    Units  Estimated Accuracy
 DK1364;SPC AR S     -   437,340.      434,810.      MT  (+/- 180 meters Scaled)
 DK1364
 DK1364                          SUPERSEDED SURVEY CONTROL
 DK1364
 DK1364  NGVD 29 (??/??/??)   33.025  (m)          108.35   (f) ADJUSTED    ?  
 DK1364
 DK1364.Superseded values are not recommended for survey control.
 DK1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1364.See file dsdata.txt to determine how the superseded data were derived.
 DK1364
 DK1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS282524(NAD 83)
 DK1364_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1364_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1364_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1364
 DK1364  HISTORY     - Date     Condition        Report By
 DK1364  HISTORY     - UNK      MONUMENTED       DOD
 DK1364  HISTORY     - 1934     GOOD             CGS
 DK1364
 DK1364                          STATION DESCRIPTION
 DK1364
 DK1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1364'IN MCGINTY.
 DK1364'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED AT MCGINTY,
 DK1364'MOREHOUSE PARISH, LA.  CAP IS 4 INCHES ABOVE THE GROUND.  1 1/2 FEET
 DK1364'WEST OF EDGE OF NORTH AND SOUTH YARD FENCE AROUND J.B. SCHACKLEFORDS
 DK1364'RESIDENCE.  0.4 MILE SOUTH OF INTERSECTION OF LA.-ARK. STATE LINE WITH
 DK1364'HWY. NO. 165.  30 FEET S.E. OF S.E. CORNER OF J.B. SCHACKLEFORDS
 DK1364'RESIDENCE.  AND 70 FEET S.E. OF CHIMNEY OF J.B. SCHACKLEFORDS RES. 68
 DK1364'FEET EAST OF 1 1/2-FOOT COTTONWOOD TREE.  242 FEET N.W. OF
 DK1364'INTERSECTION OF GRAVEL ROAD AND HWY. NO. 165.  IN SEC. 3, T-23-N,
 DK1364'R-8-E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1499 ***********************************************************************
 DL1499  DESIGNATION -  MCKAMIE MATHIESON CORP TOWER
 DL1499  PID         -  DL1499
 DL1499  STATE/COUNTY-  AR/LAFAYETTE
 DL1499  USGS QUAD   -  BUCKNER (1968)
 DL1499
 DL1499                         *CURRENT SURVEY CONTROL
 DL1499  ___________________________________________________________________
 DL1499* NAD 83(1997)-  33 15 15.16798(N)    093 29 43.54598(W)     ADJUSTED  
 DL1499* NAVD 88     -                                                        
 DL1499  ___________________________________________________________________
 DL1499  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DL1499  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DL1499
 DL1499  HORZ ORDER  -  THIRD
 DL1499
 DL1499.The horizontal coordinates were established by classical geodetic methods
 DL1499.and adjusted by the National Geodetic Survey in September 1999..
 DL1499
 DL1499
 DL1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1499
 DL1499.The geoid height was determined by GEOID03.
 DL1499
 DL1499;                    North         East     Units Scale Factor Converg.
 DL1499;SPC AR S     -   466,185.257   260,652.959   MT  1.00001047   -0 50 13.1
 DL1499;SPC AR S     - 1,529,476.13    855,158.92   sFT  1.00001047   -0 50 13.1
 DL1499;UTM  15      - 3,679,579.041   453,851.992   MT  0.99962626   -0 16 18.0
 DL1499
 DL1499                          SUPERSEDED SURVEY CONTROL
 DL1499
 DL1499  NAD 83(1997)-  33 15 15.17600(N)    093 29 43.53618(W) AD(       ) 4
 DL1499  NAD 83(1986)-  33 15 15.17848(N)    093 29 43.53436(W) AD(       ) 4
 DL1499  NAD 27      -  33 15 14.71600(N)    093 29 42.90200(W) AD(       ) 3
 DL1499
 DL1499.Superseded values are not recommended for survey control.
 DL1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1499.See file dsdata.txt to determine how the superseded data were derived.
 DL1499
 DL1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5385279579(NAD 83)
 DL1499_MARKER: 55 = TOWER
 DL1499
 DL1499  HISTORY     - Date     Condition        Report By
 DL1499  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1499
 DL1499                          STATION DESCRIPTION
 DL1499
 DL1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1499'THE STATION IS LOCATED 1 MILE SOUTH FROM THE VILLAGE OF
 DL1499'MC KAMIE.
 DL1499'
 DL1499'IT IS A FOUR-LEGGED STEEL TOWER WITH A ROUND VENT PIPE PROJECTING
 DL1499'FROM ITS TOP.  IT HAS AN OVER ALL HEIGHT OF 210 FEET.
 DL1499'
 DL1499'THE CENTER AND TOP OF THE TOWER WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1571 ***********************************************************************
 DL1571  DESIGNATION -  MCNAB
 DL1571  PID         -  DL1571
 DL1571  STATE/COUNTY-  AR/HEMPSTEAD
 DL1571  USGS QUAD   -  MC NAB (1975)
 DL1571
 DL1571                         *CURRENT SURVEY CONTROL
 DL1571  ___________________________________________________________________
 DL1571* NAD 83(1997)-  33 41 51.98621(N)    093 50 58.98630(W)     ADJUSTED  
 DL1571* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 DL1571  ___________________________________________________________________
 DL1571  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DL1571  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DL1571
 DL1571  HORZ ORDER  -  FIRST
 DL1571
 DL1571.The horizontal coordinates were established by classical geodetic methods
 DL1571.and adjusted by the National Geodetic Survey in September 1999..
 DL1571
 DL1571.The orthometric height was scaled from a topographic map.
 DL1571
 DL1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1571
 DL1571.The geoid height was determined by GEOID03.
 DL1571
 DL1571;                    North         East     Units Scale Factor Converg.
 DL1571;SPC AR S     -   515,911.661   228,531.718   MT  0.99993563   -1 02 07.0
 DL1571;SPC AR S     - 1,692,620.17    749,774.48   sFT  0.99993563   -1 02 07.0
 DL1571;UTM  15      - 3,728,970.560   421,252.420   MT  0.99967645   -0 28 17.2
 DL1571
 DL1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1571!SPC AR S     -   0.99998274  x   0.99993563  =   0.99991837
 DL1571!UTM  15      -   0.99998274  x   0.99967645  =   0.99965920
 DL1571
 DL1571|---------------------------------------------------------------------|
 DL1571| PID    Reference Object                     Distance      Geod. Az  |
 DL1571|                                                           dddmmss.s |
 DL1571| CX6744 MCNAB RM 2                           35.808 METERS 07358     |
 DL1571| DL1572 LOOKOUT TOWER 10 4 AFC              APPROX. 0.6 KM 2085216.4 |
 DL1571| DL1573 LOOKOUT TOWER 10 4 AFC              APPROX. 0.6 KM 2095157.7 |
 DL1571| CX6742 MCNAB AZ MK                                        2101208.1 |
 DL1571| CX6743 MCNAB RM 1                           35.607 METERS 33331     |
 DL1571|---------------------------------------------------------------------|
 DL1571
 DL1571                          SUPERSEDED SURVEY CONTROL
 DL1571
 DL1571  NAD 83(1997)-  33 41 51.99211(N)    093 50 58.98044(W) AD(       ) 1
 DL1571  NAD 83(1997)-  33 41 51.99220(N)    093 50 58.98028(W) AD(       ) 1
 DL1571  NAD 83(1986)-  33 41 51.99435(N)    093 50 58.97546(W) AD(       ) 1
 DL1571  NAD 27      -  33 41 51.56400(N)    093 50 58.30700(W) AD(       ) 1
 DL1571
 DL1571.Superseded values are not recommended for survey control.
 DL1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1571.See file dsdata.txt to determine how the superseded data were derived.
 DL1571
 DL1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2125228971(NAD 83)
 DL1571_MARKER: DS = TRIANGULATION STATION DISK
 DL1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1571
 DL1571  HISTORY     - Date     Condition        Report By
 DL1571  HISTORY     - 1941     MONUMENTED       CGS
 DL1571  HISTORY     - 1951     GOOD             CGS
 DL1571  HISTORY     - 1956     GOOD             CGS
 DL1571  HISTORY     - 1963     GOOD             CGS
 DL1571
 DL1571                          STATION DESCRIPTION
 DL1571
 DL1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1571'STATION IS LOCATED ABOUT 3 MILES NNW OF MC NAB, ON THE W
 DL1571'SIDE OF SEC.24, T. 12 S, R. 27 W, ON A TIMBERED KNOLL, ON
 DL1571'THE SE SIDE AND ADJACENT TO STATE HIGHWAY 55 AND AT A POINT
 DL1571'WHERE THE HIGHWAY MAKES A BEND TO THE NW.  IT IS 52.5 FEET
 DL1571'SW OF THE CENTER LINE OF THE HIGHWAY, 23 FEET S OF A TRIANGLE
 DL1571'BLAZED 10-INCH PINE TREE AND 8 FEET S OF A WHITE REFERENCE
 DL1571'POST.  IT IS STAMPED MC NAB 1941 AND PROJECTS ABOUT 10 INCHES.
 DL1571'
 DL1571'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1571'BRONZE DISKS SET IN CONCRETE.
 DL1571'
 DL1571'REFERENCE MARK NO. 1 IS 33 FEET NW OF THE CENTER LINE OF
 DL1571'THE HIGHWAY AND 6 FEET S OF AN 8-INCH PINE TREE.  IT IS
 DL1571'STAMPED MC NAB NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 DL1571'
 DL1571'REFERENCE MARK NO. 2 IS 31 FEET E OF THE CENTER LINE OF THE
 DL1571'HIGHWAY AND 15 FEET S OF A 14-INCH PINE TREE.  IT IS STAMPED
 DL1571'MC NAB NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 DL1571'
 DL1571'THE AZIMUTH MARK IS 0.2 MILE S OF STATE HIGHWAY 55, ON THE
 DL1571'W SIDE OF A DIRT ROAD LEADING TO A FIRE TOWER, 15.5 FEET
 DL1571'NW OF THE CENTER LINE OF THE FIRE TOWER ROAD, 0.1 MILE NE
 DL1571'OF THE FIRE TOWER, 28 FEET NW OF A 20-INCH OAK TREE AND
 DL1571'7 FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED MC NAB
 DL1571'1941 AND PROJECTS ABOUT 4 INCHES.
 DL1571'
 DL1571'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW ON STATE
 DL1571'HIGHWAY 55 FOR ABOUT 0.15 MILE TO A DIRT ROAD LEFT, LEADING
 DL1571'TO A FIRE TOWER, TURN LEFT AND GO 0.2 MILE TO THE AZIMUTH
 DL1571'MARK ON THE LEFT.
 DL1571'
 DL1571'A 103-FOOT SIGNAL AT JEAN IS VISIBLE AT 77 FEET.
 DL1571'
 DL1571'A 37-FOOT SIGNAL AT SARATOGA IS VISIBLE AT 50 FEET.
 DL1571'
 DL1571'A 77-FOOT SIGNAL AT PATE IS VISIBLE AT 50 FEET.
 DL1571'
 DL1571'A 103-FOOT SIGNAL AT YANCY IS VISIBLE AT 77 FEET.
 DL1571'
 DL1571'A 103-FOOT SIGNAL AT CATS IS VISIBLE AT 50 FEET.
 DL1571'
 DL1571'A 103-FOOT SIGNAL AT BETTS IS VISIBLE AT 50 FEET.
 DL1571
 DL1571                          STATION RECOVERY (1951)
 DL1571
 DL1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1571'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE
 DL1571'FOUND TO BE IN GOOD CONDITION.
 DL1571'
 DL1571'THE STATION MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 DL1571'MC NAB 1941.
 DL1571'
 DL1571'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1571'MC NAB NO. 1 1941.
 DL1571'
 DL1571'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1571'MC NAB NO. 2 1941.
 DL1571'
 DL1571'THE AZIMUTH MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1571'MC NAB 1941.
 DL1571'
 DL1571'THE LOOKOUT TOWER OBSERVED IN 1941 HAS BEEN DESTROYED.  A
 DL1571'NEW STEEL TOWER HAS BEEN ERECTED ADJACENT TO THE SITE OF
 DL1571'THE OLD ONE.
 DL1571'
 DL1571'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DL1571
 DL1571                          STATION RECOVERY (1956)
 DL1571
 DL1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 DL1571'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH
 DL1571'MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 DL1571'STATION IS 3.0 MILES NORTHWEST FROM THE POST OFFICE IN THE
 DL1571'SMALL VILLAGE OF MC NAB VIA STATE HIGHWAY 55.
 DL1571'
 DL1571'REFERENCE MARK NO. 2 WAS DESTROYED AS IT WAS IN THE WAY OF
 DL1571'PROPOSED HIGHWAY CONSTRUCTION.  A NEW REFERENCE MARK, NO. 3,
 DL1571'WAS ESTABLISHED.  A DESCRIPTION OF THE NEW MARK FOLLOWS--
 DL1571'
 DL1571'REFERENCE MARK 3, STAMPED MC NAB NO 3 1941, IS A STANDARD
 DL1571'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 DL1571'PROJECTS 4 INCHES.  IT IS 46 FEET SOUTHWEST OF THE CENTERLINE
 DL1571'OF THE HIGHWAY (IT WILL BE ABOUT 60 FEET SOUTHWEST OF THE
 DL1571'CENTERLINE OF THE NEW HIGHWAY), 12 FEET NORTHWEST OF A POWER
 DL1571'POLE, AND 5 FEET NORTHEAST OF THE CENTERLINE OF A DIM WOODS
 DL1571'ROAD.
 DL1571
 DL1571                          STATION RECOVERY (1963)
 DL1571
 DL1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DL1571'THE STATION AND AZIMUTH MARKS WERE RECOVERED AND FOUND IN
 DL1571'GOOD CONDITION.  THE REFERENCE MARKS WERE NOT RECOVERED
 DL1571'AND IT APPEARS THEY HAVE BEEN DESTROYED.  THE STATE HIGHWAY
 DL1571'THAT PASSES THE STATION HAS BEEN REBUILT AND SURFACED AND
 DL1571'THE MARKS WERE PROBABLY DESTROYED WHEN THIS WAS DONE.
 DL1571'
 DL1571'TO REACH FROM MC NAB, FROM THE RAILROAD CROSSING, GO NORTH
 DL1571'AND NORTHWEST ON STATE HIGHWAY 355 FOR 3.0 MILES TO A SIDE
 DL1571'ROAD RIGHT AND STATION ON TOP OF THE BANK ON THE LEFT.  TO
 DL1571'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON HIGHWAY
 DL1571'FOR 0.15 MILE, TURN LEFT AND FOLLOW FIRE TOWER ROAD FOR
 DL1571'0.25 MILE TO THE MARK ON THE RIGHT.
 DL1571'
 DL1571'THE AZIMUTH MARK WAS NOT VISABLE FROM THE GROUND AT THE
 DL1571'STATION SO THE REFERENCE MARKS COULD NOT BE RESET AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0536 ***********************************************************************
 DL0536  DESIGNATION -  MCNEIL
 DL0536  PID         -  DL0536
 DL0536  STATE/COUNTY-  AR/COLUMBIA
 DL0536  USGS QUAD   -  MAGNOLIA (1968)
 DL0536
 DL0536                         *CURRENT SURVEY CONTROL
 DL0536  ___________________________________________________________________
 DL0536* NAD 83(1997)-  33 21 10.68266(N)    093 11 44.42635(W)     ADJUSTED  
 DL0536* NAVD 88     -       122.016  (meters)     400.31   (feet)  ADJUSTED  
 DL0536  ___________________________________________________________________
 DL0536  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DL0536  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0536  DYNAMIC HT  -         121.885 (meters)     399.88  (feet)  COMP
 DL0536  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DL0536
 DL0536  HORZ ORDER  -  SECOND
 DL0536  VERT ORDER  -  FIRST     CLASS II
 DL0536
 DL0536.The horizontal coordinates were established by classical geodetic methods
 DL0536.and adjusted by the National Geodetic Survey in September 1999..
 DL0536
 DL0536.The orthometric height was determined by differential leveling
 DL0536.and adjusted by the National Geodetic Survey in June 1991..
 DL0536
 DL0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0536
 DL0536.The geoid height was determined by GEOID03.
 DL0536
 DL0536.The dynamic height is computed by dividing the NAVD 88
 DL0536.geopotential number by the normal gravity value computed on the
 DL0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0536.degrees latitude (g = 980.6199 gals.).
 DL0536
 DL0536.The modeled gravity was interpolated from observed gravity values.
 DL0536
 DL0536;                    North         East     Units Scale Factor Converg.
 DL0536;SPC AR S     -   476,770.169   288,711.253   MT  0.99998868   -0 40 09.1
 DL0536;SPC AR S     - 1,564,203.46    947,213.50   sFT  0.99998868   -0 40 09.1
 DL0536;UTM  15      - 3,690,435.146   481,794.067   MT  0.99960409   -0 06 27.3
 DL0536
 DL0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0536!SPC AR S     -   0.99998500  x   0.99998868  =   0.99997368
 DL0536!UTM  15      -   0.99998500  x   0.99960409  =   0.99958909
 DL0536
 DL0536:                Primary Azimuth Mark                     Grid Az
 DL0536:SPC AR S     -  MAGNOLIA RAD STAT KVMA MAST              211 26 30.1
 DL0536:UTM  15      -  MAGNOLIA RAD STAT KVMA MAST              210 52 48.3
 DL0536
 DL0536|---------------------------------------------------------------------|
 DL0536| PID    Reference Object                     Distance      Geod. Az  |
 DL0536|                                                           dddmmss.s |
 DL0536| DL1468 MAGNOLIA RAD STAT KVMA MAST         APPROX. 6.9 KM 2104621.0 |
 DL0536| DL0534 MCNEIL AZ MK                                       2224911.4 |
 DL0536| DL1465 MCNEIL LA AND NW RR RAD MAST        APPROX. 1.6 KM 2434024.0 |
 DL0536| DL0537 MCNEIL RM 1                          23.050 METERS 25410     |
 DL0536| DL1494 WALDO BONDED WAREHOUSE CO TK        APPROX. 9.6 KM 2691311.0 |
 DL0536| DL0535 MCNEIL RM 2                          18.226 METERS 34305     |
 DL0536|---------------------------------------------------------------------|
 DL0536
 DL0536                          SUPERSEDED SURVEY CONTROL
 DL0536
 DL0536  NAD 83(1997)-  33 21 10.69108(N)    093 11 44.41773(W) AD(       ) 2
 DL0536  NAD 83(1986)-  33 21 10.69348(N)    093 11 44.41630(W) AD(       ) 2
 DL0536  NAD 27      -  33 21 10.24300(N)    093 11 43.81500(W) AD(       ) 2
 DL0536  NGVD 29 (??/??/92)  122.040  (m)          400.39   (f) ADJ UNCH    1 2
 DL0536
 DL0536.Superseded values are not recommended for survey control.
 DL0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0536.See file dsdata.txt to determine how the superseded data were derived.
 DL0536
 DL0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8179490435(NAD 83)
 DL0536_MARKER: DS = TRIANGULATION STATION DISK
 DL0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0536_STAMPING: MC NEIL 1950
 DL0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0536+STABILITY: SURFACE MOTION
 DL0536
 DL0536  HISTORY     - Date     Condition        Report By
 DL0536  HISTORY     - 1950     MONUMENTED       CGS
 DL0536  HISTORY     - 1960     GOOD             NGS
 DL0536  HISTORY     - 1963     GOOD             CGS
 DL0536  HISTORY     - 1963     GOOD             NGS
 DL0536  HISTORY     - 1981     GOOD             MJH
 DL0536
 DL0536                          STATION DESCRIPTION
 DL0536
 DL0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL0536'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF MC NEIL ON THE
 DL0536'EAST SIDE OF U.S. HIGHWAY NO 79 AND ON LAND OWNED AND OCCUPIED
 DL0536'BY MRS. E.M. PIERCE.  IT IS 70 FEET SOUTH-SOUTHWEST OF THE
 DL0536'SOUTHWEST CORNER OF THE HOUSE, 24 FEET WEST OF GARDEN FENCE LINE
 DL0536'AND ABOUT 125 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO 79.  IT
 DL0536'IS STAMPED MC NEIL 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 DL0536'
 DL0536'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 80 FEET EAST
 DL0536'OF THE CENTER OF U.S. HIGHWAY 79 AND 2 FEET WEST OF WITNESS POST.
 DL0536'IT IS STAMPED MC NEIL NO 1 1950 AND PROJECTS 2 INCHES.
 DL0536'
 DL0536'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 80 FEET EAST OF
 DL0536'THE CENTER OF U.S. HIGHWAY 79, 25 FEET SOUTH OF DRIVEWAY IN
 DL0536'THE WEST EDGE OF THE YARD.  IT IS STAMPED MC NEIL NO 2 1950 AND
 DL0536'PROJECTS 2 INCHES.
 DL0536'
 DL0536'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 95.50 FEET.
 DL0536'
 DL0536'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHWEST OF THE STATION,
 DL0536'SET IN THE CONCRETE HEADWALL AT THE NORTHWEST END OF THE OVERPASS,
 DL0536'15 FEET WEST OF THE CENTER OF U.S. HIGHWAY 79 AND ABOUT 4 FEET
 DL0536'HIGHER THAN ROAD SURFACE.  IT IS STAMPED MC NEIL 1950
 DL0536'AND SET FLUSH WITH THE CONCRETE SURFACE.
 DL0536'
 DL0536'TO REACH THE STATION FROM THE RAILROAD STATION IN MC NEIL, GO
 DL0536'NORTHEAST ON SURFACED ROAD FOR ABOUT 0.5 MILE TO NORTH END OF
 DL0536'OVERPASS AND AZIMUTH MARK AS DESCRIBED, CONTINUE FOR ABOUT
 DL0536'0.05 MILE TO JUNCTION WITH U.S. HIGHWAY 79, CONTINUE NORTH ON
 DL0536'HIGHWAY FOR 0.4 MILE TO DRIVEWAY TO HOUSE ON RIGHT, TURN RIGHT
 DL0536'INTO DRIVEWAY AND STATION JUST SOUTH AS DESCRIBED.
 DL0536'
 DL0536'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL0536
 DL0536                          STATION RECOVERY (1960)
 DL0536
 DL0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0536'0.95 MI NE FROM MCNEIL.
 DL0536'0.55 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0536'STATION AT MCNEIL, THENCE 0.4 MILE NORTH ALONG U.S. HIGHWAY 79, IN THE
 DL0536'NORTHWEST 1/4 SECTION 17, T 16 S, R 20 W, 103 FEET EAST OF THE
 DL0536'CENTERLINE OF THE HIGHWAY, 74 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DL0536'OF A FARM HOUSE, 45 FEET EAST-SOUTHEAST OF A 24-INCH OAK TREE, 51 FEET
 DL0536'SOUTHWEST OF A PECAN TREE, ABOUT 7 FEET ABOVE THE HIGHWAY, AND IN THE
 DL0536'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DL0536
 DL0536                          STATION RECOVERY (1963)
 DL0536
 DL0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL0536'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL0536'CONDITION.
 DL0536'
 DL0536'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL0536'RECOVERY.
 DL0536
 DL0536                          STATION RECOVERY (1963)
 DL0536
 DL0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0536'RECOVERED IN GOOD CONDITION.
 DL0536
 DL0536                          STATION RECOVERY (1981)
 DL0536
 DL0536'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1981 (ED)
 DL0536'MCNEIL 1950 RECOVERED GOOD.
 DL0536'
 DL0536'REF. MARK NO. 1 RECOVERED GOOD.
 DL0536'
 DL0536'REF. MARK NO. 2 NOT SEARCHED FOR.
 DL0536'
 DL0536'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI. NE OF MCNEIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0534 ***********************************************************************
 DL0534  DESIGNATION -  MCNEIL AZ MK
 DL0534  PID         -  DL0534
 DL0534  STATE/COUNTY-  AR/COLUMBIA
 DL0534  USGS QUAD   -  MAGNOLIA (1968)
 DL0534
 DL0534                         *CURRENT SURVEY CONTROL
 DL0534  ___________________________________________________________________
 DL0534* NAD 83(1986)-  33 20 53.     (N)    093 12 03.     (W)     SCALED    
 DL0534* NAVD 88     -       114.931  (meters)     377.07   (feet)  ADJUSTED  
 DL0534  ___________________________________________________________________
 DL0534  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0534  DYNAMIC HT  -         114.808 (meters)     376.67  (feet)  COMP
 DL0534  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 DL0534
 DL0534  VERT ORDER  -  FIRST     CLASS II
 DL0534
 DL0534.The horizontal coordinates were scaled from a topographic map and have
 DL0534.an estimated accuracy of +/- 6 seconds.
 DL0534
 DL0534.The orthometric height was determined by differential leveling
 DL0534.and adjusted by the National Geodetic Survey in June 1991..
 DL0534
 DL0534.The geoid height was determined by GEOID03.
 DL0534
 DL0534.The dynamic height is computed by dividing the NAVD 88
 DL0534.geopotential number by the normal gravity value computed on the
 DL0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0534.degrees latitude (g = 980.6199 gals.).
 DL0534
 DL0534.The modeled gravity was interpolated from observed gravity values.
 DL0534
 DL0534;                    North         East    Units  Estimated Accuracy
 DL0534;SPC AR S     -   476,230.      288,230.      MT  (+/- 180 meters Scaled)
 DL0534
 DL0534                          SUPERSEDED SURVEY CONTROL
 DL0534
 DL0534  NGVD 29 (??/??/92)  114.956  (m)          377.15   (f) ADJ UNCH    1 2
 DL0534
 DL0534.Superseded values are not recommended for survey control.
 DL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0534.See file dsdata.txt to determine how the superseded data were derived.
 DL0534
 DL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS813898(NAD 83)
 DL0534_MARKER: DZ = AZIMUTH MARK DISK
 DL0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0534_SP_SET: PILLAR
 DL0534_STAMPING: MC NEIL 1950
 DL0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0534
 DL0534  HISTORY     - Date     Condition        Report By
 DL0534  HISTORY     - 1950     MONUMENTED       CGS
 DL0534  HISTORY     - 1960     GOOD             NGS
 DL0534  HISTORY     - 1963     GOOD             NGS
 DL0534
 DL0534                          STATION DESCRIPTION
 DL0534
 DL0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0534'0.55 MI E FROM MCNEIL.
 DL0534'ABOUT 0.55 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0534'STATION AT MCNEIL, IN SECTION 18, T 16 S, R 20 W, AT THE NORTH END OF
 DL0534'U.S. HIGHWAY 79 OVERPASS, SET IN THE TOP OF A CONCRETE PILLAR AT THE
 DL0534'NORTH END OF THE WEST CONCRETE GUARD RAIL OF THE OVERPASS, 148 FEET
 DL0534'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 12 1/2 FEET WEST OF THE
 DL0534'CENTER LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 DL0534'THE HIGHWAY.
 DL0534
 DL0534                          STATION RECOVERY (1963)
 DL0534
 DL0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0541 ***********************************************************************
 DL0541  DESIGNATION -  MCNEIL BOLT
 DL0541  PID         -  DL0541
 DL0541  STATE/COUNTY-  AR/COLUMBIA
 DL0541  USGS QUAD   -  MAGNOLIA (1968)
 DL0541
 DL0541                         *CURRENT SURVEY CONTROL
 DL0541  ___________________________________________________________________
 DL0541* NAD 83(1986)-  33 20 49.     (N)    093 12 43.     (W)     SCALED    
 DL0541* NAVD 88     -        98.344  (meters)     322.65   (feet)  ADJUSTED  
 DL0541  ___________________________________________________________________
 DL0541  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0541  DYNAMIC HT  -          98.239 (meters)     322.31  (feet)  COMP
 DL0541  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DL0541
 DL0541  VERT ORDER  -  FIRST     CLASS II
 DL0541
 DL0541.The horizontal coordinates were scaled from a topographic map and have
 DL0541.an estimated accuracy of +/- 6 seconds.
 DL0541
 DL0541.The orthometric height was determined by differential leveling
 DL0541.and adjusted by the National Geodetic Survey in June 1991..
 DL0541
 DL0541.The geoid height was determined by GEOID03.
 DL0541
 DL0541.The dynamic height is computed by dividing the NAVD 88
 DL0541.geopotential number by the normal gravity value computed on the
 DL0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0541.degrees latitude (g = 980.6199 gals.).
 DL0541
 DL0541.The modeled gravity was interpolated from observed gravity values.
 DL0541
 DL0541;                    North         East    Units  Estimated Accuracy
 DL0541;SPC AR S     -   476,120.      287,190.      MT  (+/- 180 meters Scaled)
 DL0541
 DL0541                          SUPERSEDED SURVEY CONTROL
 DL0541
 DL0541  NGVD 29 (??/??/92)   98.370  (m)          322.74   (f) ADJ UNCH    1 2
 DL0541
 DL0541.Superseded values are not recommended for survey control.
 DL0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0541.See file dsdata.txt to determine how the superseded data were derived.
 DL0541
 DL0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS802897(NAD 83)
 DL0541_MARKER: B = BOLT
 DL0541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0541_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0541
 DL0541  HISTORY     - Date     Condition        Report By
 DL0541  HISTORY     - UNK      MONUMENTED       USE
 DL0541  HISTORY     - 1960     GOOD             NGS
 DL0541  HISTORY     - 1965     MARK NOT FOUND   USGS
 DL0541
 DL0541                          STATION DESCRIPTION
 DL0541
 DL0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0541'0.15 MI W FROM MCNEIL.
 DL0541'ABOUT 0.15 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0541'STATION AT MCNEIL, IN SECTION 8 T 16 S, R 20 W, 148 FEET WEST OF THE
 DL0541'CENTER LINE OF A PAVED ROAD, 95 FEET NORTHEAST OF THE NORTHEAST RAIL
 DL0541'OF THE MAIN TRACK OF THE LOUISIANA AND NORTH WEST RAILWAY LEADING TO
 DL0541'MAGNOLIA, 94 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE ST.
 DL0541'LOUIS SOUTHWESTERN RAILWAY, 76 1/2 FEET EAST OF THE 5TH POLE WEST OF
 DL0541'MILEPOST 368, 23 1/2 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 66
 DL0541'FEET EAST OF B.M. B 202, THE TOP OF A COPPER BOLT SET IN THE TOP OF A
 DL0541'LIMESTONE BLOCK 3 1/2 FEET UNDER THE SURFACE OF THE GROUND, ACCESS TO
 DL0541'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS CAP AND
 DL0541'WHICH PROJECTS 2 FEET ABOVE THE GROUND.
 DL0541
 DL0541                          STATION RECOVERY (1965)
 DL0541
 DL0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1465 ***********************************************************************
 DL1465  DESIGNATION -  MCNEIL LA AND NW RR RAD MAST
 DL1465  PID         -  DL1465
 DL1465  STATE/COUNTY-  AR/COLUMBIA
 DL1465  USGS QUAD   -  MAGNOLIA (1968)
 DL1465
 DL1465                         *CURRENT SURVEY CONTROL
 DL1465  ___________________________________________________________________
 DL1465* NAD 83(1997)-  33 20 47.52756(N)    093 12 40.17462(W)     ADJUSTED  
 DL1465* NAVD 88     -                                                        
 DL1465  ___________________________________________________________________
 DL1465  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DL1465  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL1465
 DL1465  HORZ ORDER  -  THIRD
 DL1465
 DL1465.The horizontal coordinates were established by classical geodetic methods
 DL1465.and adjusted by the National Geodetic Survey in September 1999..
 DL1465
 DL1465
 DL1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1465
 DL1465.The geoid height was determined by GEOID03.
 DL1465
 DL1465;                    North         East     Units Scale Factor Converg.
 DL1465;SPC AR S     -   476,073.795   287,261.537   MT  0.99999001   -0 40 40.3
 DL1465;SPC AR S     - 1,561,918.78    942,457.23   sFT  0.99999001   -0 40 40.3
 DL1465;UTM  15      - 3,689,724.867   480,351.803   MT  0.99960476   -0 06 57.9
 DL1465
 DL1465                          SUPERSEDED SURVEY CONTROL
 DL1465
 DL1465  NAD 83(1997)-  33 20 47.53501(N)    093 12 40.16818(W) AD(       ) 4
 DL1465  NAD 83(1986)-  33 20 47.53589(N)    093 12 40.17001(W) AD(       ) 4
 DL1465  NAD 27      -  33 20 47.08300(N)    093 12 39.57300(W) AD(       ) 3
 DL1465
 DL1465.Superseded values are not recommended for survey control.
 DL1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1465.See file dsdata.txt to determine how the superseded data were derived.
 DL1465
 DL1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8035289725(NAD 83)
 DL1465_MARKER: 42 = RADIO/TV MAST
 DL1465
 DL1465  HISTORY     - Date     Condition        Report By
 DL1465  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1465
 DL1465                          STATION DESCRIPTION
 DL1465
 DL1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1465'THE STATION IS LOCATED ABOUT 500 FEET NORTHWEST OF U.S. HIGHWAY
 DL1465'79 IN THE SOUTHWEST PART OF MC NEIL ON THE RAILROAD RIGHT-OF-WAY.
 DL1465'IT IS A SINGLE WOODEN POLE 75 FEET HIGH SUPPORTED BY TWO
 DL1465'SIMULAR WOODEN POLES WITH AN OVERALL HEIGHT OF 150 FEET.
 DL1465'THE POINT OBSERVED UPON WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0537 ***********************************************************************
 DL0537  DESIGNATION -  MCNEIL RM 1
 DL0537  PID         -  DL0537
 DL0537  STATE/COUNTY-  AR/COLUMBIA
 DL0537  USGS QUAD   -  MAGNOLIA (1968)
 DL0537
 DL0537                         *CURRENT SURVEY CONTROL
 DL0537  ___________________________________________________________________
 DL0537* NAD 83(1986)-  33 21 10.     (N)    093 11 44.     (W)     SCALED    
 DL0537* NAVD 88     -       121.129  (meters)     397.40   (feet)  ADJUSTED  
 DL0537  ___________________________________________________________________
 DL0537  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0537  DYNAMIC HT  -         121.000 (meters)     396.98  (feet)  COMP
 DL0537  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DL0537
 DL0537  VERT ORDER  -  FIRST     CLASS II
 DL0537
 DL0537.The horizontal coordinates were scaled from a topographic map and have
 DL0537.an estimated accuracy of +/- 6 seconds.
 DL0537
 DL0537.The orthometric height was determined by differential leveling
 DL0537.and adjusted by the National Geodetic Survey in June 1991..
 DL0537
 DL0537.The geoid height was determined by GEOID03.
 DL0537
 DL0537.The dynamic height is computed by dividing the NAVD 88
 DL0537.geopotential number by the normal gravity value computed on the
 DL0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0537.degrees latitude (g = 980.6199 gals.).
 DL0537
 DL0537.The modeled gravity was interpolated from observed gravity values.
 DL0537
 DL0537;                    North         East    Units  Estimated Accuracy
 DL0537;SPC AR S     -   476,750.      288,720.      MT  (+/- 180 meters Scaled)
 DL0537
 DL0537                          SUPERSEDED SURVEY CONTROL
 DL0537
 DL0537  NGVD 29 (??/??/92)  121.154  (m)          397.49   (f) ADJ UNCH    1 2
 DL0537
 DL0537.Superseded values are not recommended for survey control.
 DL0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0537.See file dsdata.txt to determine how the superseded data were derived.
 DL0537
 DL0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS818904(NAD 83)
 DL0537_MARKER: DR = REFERENCE MARK DISK
 DL0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0537_STAMPING: MC NEIL NO 1 1950
 DL0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0537+STABILITY: SURFACE MOTION
 DL0537
 DL0537  HISTORY     - Date     Condition        Report By
 DL0537  HISTORY     - 1950     MONUMENTED       CGS
 DL0537  HISTORY     - 1960     GOOD             NGS
 DL0537  HISTORY     - 1963     GOOD             NGS
 DL0537
 DL0537                          STATION DESCRIPTION
 DL0537
 DL0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0537'0.95 MI NE FROM MCNEIL.
 DL0537'58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 75.6 FEET SOUTHWEST OF
 DL0537'THE TRIANGULATION STATION, 74 FEET SOUTH OF A 24-INCH OAK TREE, 4-1/2
 DL0537'FEET WEST OF A WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE HIGHWAY,
 DL0537'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DL0537
 DL0537                          STATION RECOVERY (1963)
 DL0537
 DL0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0535 ***********************************************************************
 DL0535  DESIGNATION -  MCNEIL RM 2
 DL0535  PID         -  DL0535
 DL0535  STATE/COUNTY-  AR/COLUMBIA
 DL0535  USGS QUAD   -  MAGNOLIA (1968)
 DL0535
 DL0535                         *CURRENT SURVEY CONTROL
 DL0535  ___________________________________________________________________
 DL0535* NAD 83(1986)-  33 21 10.     (N)    093 11 44.     (W)     SCALED    
 DL0535* NAVD 88     -       122.407  (meters)     401.60   (feet)  ADJUSTED  
 DL0535  ___________________________________________________________________
 DL0535  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0535  DYNAMIC HT  -         122.277 (meters)     401.17  (feet)  COMP
 DL0535  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DL0535
 DL0535  VERT ORDER  -  FIRST     CLASS II
 DL0535
 DL0535.The horizontal coordinates were scaled from a topographic map and have
 DL0535.an estimated accuracy of +/- 6 seconds.
 DL0535
 DL0535.The orthometric height was determined by differential leveling
 DL0535.and adjusted by the National Geodetic Survey in June 1991..
 DL0535
 DL0535.The geoid height was determined by GEOID03.
 DL0535
 DL0535.The dynamic height is computed by dividing the NAVD 88
 DL0535.geopotential number by the normal gravity value computed on the
 DL0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0535.degrees latitude (g = 980.6199 gals.).
 DL0535
 DL0535.The modeled gravity was interpolated from observed gravity values.
 DL0535
 DL0535;                    North         East    Units  Estimated Accuracy
 DL0535;SPC AR S     -   476,750.      288,720.      MT  (+/- 180 meters Scaled)
 DL0535
 DL0535                          SUPERSEDED SURVEY CONTROL
 DL0535
 DL0535  NGVD 29 (??/??/92)  122.432  (m)          401.68   (f) ADJ UNCH    1 2
 DL0535
 DL0535.Superseded values are not recommended for survey control.
 DL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0535.See file dsdata.txt to determine how the superseded data were derived.
 DL0535
 DL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS818904(NAD 83)
 DL0535_MARKER: DR = REFERENCE MARK DISK
 DL0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0535_STAMPING: MC NEIL NO 2 1950
 DL0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0535+STABILITY: SURFACE MOTION
 DL0535
 DL0535  HISTORY     - Date     Condition        Report By
 DL0535  HISTORY     - 1950     MONUMENTED       CGS
 DL0535  HISTORY     - 1960     GOOD             NGS
 DL0535  HISTORY     - 1963     GOOD             NGS
 DL0535
 DL0535                          STATION DESCRIPTION
 DL0535
 DL0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0535'0.95 MI NE FROM MCNEIL.
 DL0535'59.7 FEET NORTHWEST OF THE TRIANGULATION STATION, 59 FEET EAST OF THE
 DL0535'CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF A 20-INCH OAK TREE, 6 FEET
 DL0535'SOUTH OF AN 18-INCH PINE TREE, 79 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 DL0535'CORNER OF A FARM HOUSE, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 DL0535'INCHES.
 DL0535
 DL0535                          STATION RECOVERY (1963)
 DL0535
 DL0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1860 ***********************************************************************
 FF1860  DESIGNATION -  MCRAE RESET
 FF1860  PID         -  FF1860
 FF1860  STATE/COUNTY-  AR/WHITE
 FF1860  USGS QUAD   -  MC RAE (1992)
 FF1860
 FF1860                         *CURRENT SURVEY CONTROL
 FF1860  ___________________________________________________________________
 FF1860* NAD 83(1997)-  35 06 03.59622(N)    091 47 07.18484(W)     ADJUSTED  
 FF1860* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 FF1860  ___________________________________________________________________
 FF1860  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FF1860  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1860
 FF1860  HORZ ORDER  -  THIRD
 FF1860
 FF1860.The horizontal coordinates were established by classical geodetic methods
 FF1860.and adjusted by the National Geodetic Survey in September 1999..
 FF1860
 FF1860.The orthometric height was scaled from a topographic map.
 FF1860
 FF1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1860
 FF1860.The geoid height was determined by GEOID03.
 FF1860
 FF1860;                    North         East     Units Scale Factor Converg.
 FF1860;SPC AR N     -    85,187.481   419,572.224   MT  0.99997127   +0 07 29.7
 FF1860;SPC AR N     -   279,485.93  1,376,546.54   sFT  0.99997127   +0 07 29.7
 FF1860;SPC AR S     -   670,036.616   419,574.582   MT  1.00009169   +0 07 12.5
 FF1860;SPC AR S     - 2,198,278.46  1,376,554.27   sFT  1.00009169   +0 07 12.5
 FF1860;UTM  15      - 3,884,918.401   610,707.193   MT  0.99975105   +0 41 54.7
 FF1860
 FF1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1860!SPC AR N     -   0.99999376  x   0.99997127  =   0.99996503
 FF1860!SPC AR S     -   0.99999376  x   1.00009169  =   1.00008545
 FF1860!UTM  15      -   0.99999376  x   0.99975105  =   0.99974481
 FF1860
 FF1860|---------------------------------------------------------------------|
 FF1860| PID    Reference Object                     Distance      Geod. Az  |
 FF1860|                                                           dddmmss.s |
 FF1860| CI2495 MCRAE RM 3                           34.257 METERS 00410     |
 FF1860| CI2493 MCRAE RM 1                           31.047 METERS 09512     |
 FF1860| CI2494 MCRAE RM 2                           27.609 METERS 20118     |
 FF1860| CI2492 MCRAE AZ MK                                        2733741.3 |
 FF1860|---------------------------------------------------------------------|
 FF1860
 FF1860                          SUPERSEDED SURVEY CONTROL
 FF1860
 FF1860  NAD 83(1986)-  35 06 03.60216(N)    091 47 07.18357(W) AD(       ) 3
 FF1860  NAD 27      -  35 06 03.28970(N)    091 47 06.68220(W) AD(       ) 3
 FF1860
 FF1860.Superseded values are not recommended for survey control.
 FF1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1860.See file dsdata.txt to determine how the superseded data were derived.
 FF1860
 FF1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1070784918(NAD 83)
 FF1860_MARKER: DS = TRIANGULATION STATION DISK
 FF1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1860_STAMPING: MCRAE 1954 1967
 FF1860_PROJECTION: FLUSH
 FF1860
 FF1860  HISTORY     - Date     Condition        Report By
 FF1860  HISTORY     - 1967     MONUMENTED       CGS
 FF1860
 FF1860                          STATION DESCRIPTION
 FF1860
 FF1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1860'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE RECOVERED
 FF1860'IN GOOD CONDITION.  THE SURFACE STATION MARK, REFERENCE MARK 2
 FF1860'AND THE AZIMUTH MARK WERE FOUND DESTROYED.  THE UNDERGROUND POINT
 FF1860'WAS HELD, A NEW SURFACE MARK, REFERENCE MARK 3 WERE ESTABLISHED
 FF1860'AND THERE ARE NO INTERSECTION STATIONS VISIBLE TO ESTABLISH AN
 FF1860'AZIMUTH MARK.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1860'
 FF1860'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF HIGGINSON,
 FF1860'6 MILES EAST-NORTHEAST OF BEEBE, 2-1/2 MILES EAST-SOUTHEAST
 FF1860'OF MC RAE, IN THE SOUTHWEST 1/4 OF SECTION 32, T 6 N, R 7 W
 FF1860'AND ON LAND OWNED BY J.C. THURMAN.
 FF1860'
 FF1860'TO REACH FROM THE CROSSROAD 0.05 MILE SOUTH OF THE POST OFFICE
 FF1860'IN MC RAE, GO EAST AND SOUTH ON THE MAIN ROAD FOR 0.55 MILE
 FF1860'TO A CROSSROAD.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 4.35
 FF1860'MILES TO A T-INTERSECTION, CHURCH AND STATION IN THE SOUTHEAST
 FF1860'ANGLE OF THE INTERSECTION.
 FF1860'
 FF1860'THE STATION MARK IS A STANDARD DISK, STAMPED MC RAE 1954 1967,
 FF1860'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 FF1860'SURFACE.  IT IS 119 FEET SOUTHEAST OF THE CENTER OF THE
 FF1860'T-INTERSECTION, 111 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 FF1860'OF THE CHURCH, 110 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 FF1860'OF THE CHURCH, 62 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 FF1860'AND 1 FOOT WEST OF A METAL WITNESS POST.
 FF1860'
 FF1860'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC RAE NO 1 1954,
 FF1860'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 FF1860'IT IS 154 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH,
 FF1860'149 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT SOUTH
 FF1860'OF A METAL WITNESS POST AND ON THE SOUTH EDGE OF THE CLEARED
 FF1860'AREA FOR THE PIPELINE.
 FF1860'
 FF1860'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MC RAE NO 3 1954
 FF1860'1967, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 FF1860'INCHES.  IT IS 90 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 FF1860'AND 2.3 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH.
 FF1860'
 FF1860'MC RAE 1954 1967 TO R.M. 1 = -0.8055 FEET.
 FF1860'
 FF1860'MC RAE 1954 1967 TO R.M. 3 = -0.1420 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2945 ***********************************************************************
 EH2945  DESIGNATION -  MEANDER
 EH2945  PID         -  EH2945
 EH2945  STATE/COUNTY-  AR/ARKANSAS
 EH2945  USGS QUAD   -  ETHEL (1967)
 EH2945
 EH2945                         *CURRENT SURVEY CONTROL
 EH2945  ___________________________________________________________________
 EH2945* NAD 83(1997)-  34 19 30.23339(N)    091 07 36.60102(W)     ADJUSTED  
 EH2945* NAVD 88     -        57.23   (+/-2cm)     187.8    (feet)  VERTCON   
 EH2945  ___________________________________________________________________
 EH2945  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 EH2945  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2945
 EH2945  HORZ ORDER  -  SECOND
 EH2945  VERT ORDER  -  THIRD ? (See Below)
 EH2945
 EH2945.The horizontal coordinates were established by classical geodetic methods
 EH2945.and adjusted by the National Geodetic Survey in September 1999..
 EH2945
 EH2945.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2945.The vertical order pertains to the NGVD 29 superseded value.
 EH2945
 EH2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2945
 EH2945.The geoid height was determined by GEOID03.
 EH2945
 EH2945;                    North         East     Units Scale Factor Converg.
 EH2945;SPC AR S     -   584,280.594   480,352.222   MT  0.99993129   +0 29 19.3
 EH2945;SPC AR S     - 1,916,927.25  1,575,955.58   sFT  0.99993129   +0 29 19.3
 EH2945;UTM  15      - 3,799,788.299   672,332.422   MT  0.99996609   +1 03 23.5
 EH2945
 EH2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2945!SPC AR S     -   0.99999521  x   0.99993129  =   0.99992650
 EH2945!UTM  15      -   0.99999521  x   0.99996609  =   0.99996130
 EH2945
 EH2945:                Primary Azimuth Mark                     Grid Az
 EH2945:SPC AR S     -  ST CHARLES ARK POWER TRANSM TR           001 19 54.9
 EH2945:UTM  15      -  ST CHARLES ARK POWER TRANSM TR           000 45 50.7
 EH2945
 EH2945|---------------------------------------------------------------------|
 EH2945| PID    Reference Object                     Distance      Geod. Az  |
 EH2945|                                                           dddmmss.s |
 EH2945| EH2944 ST CHARLES ARK POWER TRANSM TR      APPROX. 5.4 KM 0014914.2 |
 EH2945| CY6966 MEANDER RM 1                         32.105 METERS 14428     |
 EH2945| EH2943 HORTON                              APPROX. 6.7 KM 1735845.9 |
 EH2945| CY6967 MEANDER RM 2                         76.093 METERS 24601     |
 EH2945|---------------------------------------------------------------------|
 EH2945
 EH2945                          SUPERSEDED SURVEY CONTROL
 EH2945
 EH2945  NAD 83(1997)-  34 19 30.23959(N)    091 07 36.59755(W) AD(       ) 2
 EH2945  NAD 83(1986)-  34 19 30.24123(N)    091 07 36.59667(W) AD(       ) 2
 EH2945  NAD 27      -  34 19 29.87764(N)    091 07 36.17713(W) AD(       ) 2
 EH2945  NGVD 29 (07/19/86)   57.27   (m)          187.9    (f) LEVELING    3  
 EH2945
 EH2945.Superseded values are not recommended for survey control.
 EH2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2945.See file dsdata.txt to determine how the superseded data were derived.
 EH2945
 EH2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7233299788(NAD 83)
 EH2945_MARKER: DS = TRIANGULATION STATION DISK
 EH2945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2945
 EH2945  HISTORY     - Date     Condition        Report By
 EH2945  HISTORY     - 1965     MONUMENTED       CGS
 EH2945
 EH2945                          STATION DESCRIPTION
 EH2945
 EH2945'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2945'THE STATION IS 3.5 MILES SOUTH OF ST. CHARLES NEAR THE SOUTH
 EH2945'QUARTER CORNER OF SEC. 21, T4S, R1W AND ON THE WEST BANK OF BIG
 EH2945'ISLAND CHUTE.
 EH2945'
 EH2945'TO REACH THE STATION FROM THE POST OFFICE IN ST. CHARLES GO
 EH2945'SOUTHWEST AND WEST ON STATE HIGHWAYS 1 AND 17 FOR 1.3 MILES
 EH2945'TO A CROSSROAD (STATE HIGHWAY 17).  TURN LEFT AND GO SOUTH ON
 EH2945'STATE HIGHWAY 17 FOR 3.1 MILES TO A CROSSROAD.  TURN LEFT AND
 EH2945'GO EAST ON A GRAVEL ROAD FOR 1.05 MILE TO A CROSSROAD.  CONTINUE
 EH2945'EAST ON THE GRAVEL ROAD FOR 0.45 MILE TO AN ENTRANCE OF THE
 EH2945'WHITE NATIONAL WILDLIFE REFUGE AND PICNIC GROUNDS.  PASS
 EH2945'THROUGH THE ENTRANCE AND CONTINUE EAST ON A TRACK ROAD FOR
 EH2945'0.1 MILE TO WHERE THE TRACK ROAD CURVES TO THE NORTHEAST.
 EH2945'THE STATION IS ON THE OUTSIDE OF THIS CURVE.
 EH2945'
 EH2945'STATION MARKS ARE STANDARD DISKS STAMPED MEANDER 1965.  THE
 EH2945'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH
 EH2945'WITH THE SURFACE OF THE GROUND.  IT IS 107 FEET NORTHWEST
 EH2945'OF A METAL WITNESS POST WHICH IS NEAR REFERENCE MARK NO. 1,
 EH2945'63 FEET SOUTHWEST OF AN OAK TREE APPROXIMATELY 5 FEET IN
 EH2945'DIAMETER, 59 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD,
 EH2945'56 FEET EAST OF AN OAK TREE APPROXIMATELY 6 FEET IN DIAMETER,
 EH2945'40 FEET NORTH OF AN OAK TREE APPROXIMATELY 3 FEET IN DIAMETER
 EH2945'AND MARKED WITH A BLAZED TRIANGLE AND 20 FEET SOUTHWEST OF
 EH2945'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 EH2945'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF
 EH2945'THE GROUND.
 EH2945'
 EH2945'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MEANDER
 EH2945'NO 1 1965.  IT IS SET IN A SQUARE CONCRETE MONUMENT FLUSH
 EH2945'WITH THE SURFACE OF THE GROUND.  IT IS 91 FEET SOUTHEAST OF
 EH2945'THE OAK TREE MARKED WITH A BLAZED TRIANGLE, 10 FEET NORTHWEST OF
 EH2945'THE BLUFF OF THE BIG ISLAND CHUTE AND 2.5 FEET NORTHEAST
 EH2945'OF A METAL WITNESS POST.
 EH2945'
 EH2945'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MEANDER NO 2 1965.
 EH2945'IT IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH2945'OF THE GROUND.  IT IS 100 FEET (IN A NORTH-SOUTH LINE) SOUTH
 EH2945'OF THE CENTER OF THE TRACK ROAD, 84 FEET SOUTHEAST OF A SET
 EH2945'OF TWIN OAKS APPROXIMATELY 3 AND 4 FEET IN DIAMETER AND 19
 EH2945'FEET NORTHEAST OF AN OAK TREE WHICH IS APPROXIMATELY 4 FEET
 EH2945'IN DIAMETER.
 EH2945'
 EH2945'AN AZIMUTH MARK WAS NOT SET FOR THIS STATION.
 EH2945'
 EH2945'NOTE- REFERENCE MARKS MEASURED PULLING 7 KG. TENSION.
 EH2945'
 EH2945'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0888 ***********************************************************************
 GE0888  DESIGNATION -  MELBOURNE
 GE0888  PID         -  GE0888
 GE0888  STATE/COUNTY-  AR/IZARD
 GE0888  USGS QUAD   -  MELBOURNE (1984)
 GE0888
 GE0888                         *CURRENT SURVEY CONTROL
 GE0888  ___________________________________________________________________
 GE0888* NAD 83(1997)-  36 02 33.55900(N)    091 55 48.07494(W)     ADJUSTED  
 GE0888* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 GE0888  ___________________________________________________________________
 GE0888  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GE0888  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GE0888
 GE0888  HORZ ORDER  -  SECOND
 GE0888
 GE0888.The horizontal coordinates were established by classical geodetic methods
 GE0888.and adjusted by the National Geodetic Survey in September 1999..
 GE0888
 GE0888.The orthometric height was scaled from a topographic map.
 GE0888
 GE0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0888
 GE0888.The geoid height was determined by GEOID03.
 GE0888
 GE0888;                    North         East     Units Scale Factor Converg.
 GE0888;SPC AR N     -   189,640.663   406,305.978   MT  0.99996786   +0 02 26.6
 GE0888;SPC AR N     -   622,179.41  1,333,022.20   sFT  0.99996786   +0 02 26.6
 GE0888;UTM  15      - 3,989,209.133   596,384.460   MT  0.99971447   +0 37 46.6
 GE0888
 GE0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0888!SPC AR N     -   0.99996873  x   0.99996786  =   0.99993659
 GE0888!UTM  15      -   0.99996873  x   0.99971447  =   0.99968321
 GE0888
 GE0888|---------------------------------------------------------------------|
 GE0888| PID    Reference Object                     Distance      Geod. Az  |
 GE0888|                                                           dddmmss.s |
 GE0888| CI2499 MELBOURNE RM 1                       14.894 METERS 01434     |
 GE0888| GE0889 MELBOURNE MUNICIPAL TANK            APPROX. 2.5 KM 0450305.3 |
 GE0888| CI2500 MELBOURNE RM 2                       13.918 METERS 23057     |
 GE0888|---------------------------------------------------------------------|
 GE0888
 GE0888                          SUPERSEDED SURVEY CONTROL
 GE0888
 GE0888  NAD 83(1986)-  36 02 33.57001(N)    091 55 48.07432(W) AD(       ) 2
 GE0888  NAD 27      -  36 02 33.31700(N)    091 55 47.53800(W) AD(       ) 2
 GE0888
 GE0888.Superseded values are not recommended for survey control.
 GE0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0888.See file dsdata.txt to determine how the superseded data were derived.
 GE0888
 GE0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9638489209(NAD 83)
 GE0888_MARKER: DS = TRIANGULATION STATION DISK
 GE0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0888
 GE0888  HISTORY     - Date     Condition        Report By
 GE0888  HISTORY     - 1953     MONUMENTED       CGS
 GE0888
 GE0888                          STATION DESCRIPTION
 GE0888
 GE0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0888'THE STATION IS IN SEC. 14, T 16 N, R 9 W, ABOUT 7 MILES WEST
 GE0888'OF SAGE, 2 MILES SOUTHWEST OF MELBOURNE, 69 FEET EAST OF A
 GE0888'POWER-LINE POLE, 42 FEET NORTHWEST OF STATE HIGHWAY 9, 13
 GE0888'FEET NORTHWEST OF A 14-INCH OAK TREE THAT HAS A TRIANGULAR
 GE0888'BLAZE, 11 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST, AND
 GE0888'ON LAND OWNED BY MR. G. CAMPBELL.
 GE0888'
 GE0888'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MELBOURNE
 GE0888'1953.
 GE0888'
 GE0888'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A WIRE FENCE.  THE
 GE0888'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED MELBOURNE NO 1
 GE0888'1953.
 GE0888'
 GE0888'REFERENCE MARK NO. 2 IS 44 FEET EAST OF THE NORTHEAST CORNER
 GE0888'OF A FARM-HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 GE0888'DISK IS STAMPED MELBOURNE NO 2 1953.
 GE0888'
 GE0888'TO REACH THE STATION FROM THE COURTHOUSE IN MELBOURNE GO WEST
 GE0888'AND SOUTHWEST ON STATE HIGHWAY 9 FOR 2.05 MILE TO THE STATION
 GE0888'ON THE RIGHT AS DESCRIBED.
 GE0888'
 GE0888'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 GE0888'
 GE0888'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0889 ***********************************************************************
 GE0889  DESIGNATION -  MELBOURNE MUNICIPAL TANK
 GE0889  PID         -  GE0889
 GE0889  STATE/COUNTY-  AR/IZARD
 GE0889  USGS QUAD   -  MELBOURNE (1984)
 GE0889
 GE0889                         *CURRENT SURVEY CONTROL
 GE0889  ___________________________________________________________________
 GE0889* NAD 83(1997)-  36 03 29.88651(N)    091 54 38.57271(W)     ADJUSTED  
 GE0889* NAVD 88     -                                                        
 GE0889  ___________________________________________________________________
 GE0889  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 GE0889  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GE0889
 GE0889  HORZ ORDER  -  THIRD
 GE0889
 GE0889.The horizontal coordinates were established by classical geodetic methods
 GE0889.and adjusted by the National Geodetic Survey in September 1999..
 GE0889
 GE0889
 GE0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0889
 GE0889.The geoid height was determined by GEOID03.
 GE0889
 GE0889;                    North         East     Units Scale Factor Converg.
 GE0889;SPC AR N     -   191,378.154   408,044.126   MT  0.99997008   +0 03 07.0
 GE0889;SPC AR N     -   627,879.83  1,338,724.77   sFT  0.99997008   +0 03 07.0
 GE0889;UTM  15      - 3,990,963.958   598,104.218   MT  0.99971859   +0 38 28.4
 GE0889
 GE0889                          SUPERSEDED SURVEY CONTROL
 GE0889
 GE0889  NAD 83(1986)-  36 03 29.89746(N)    091 54 38.57225(W) AD(       ) 4
 GE0889  NAD 27      -  36 03 29.65000(N)    091 54 38.04000(W) AD(       ) 3
 GE0889
 GE0889.Superseded values are not recommended for survey control.
 GE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0889.See file dsdata.txt to determine how the superseded data were derived.
 GE0889
 GE0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9810490964(NAD 83)
 GE0889_MARKER: 53 = ELEVATED TANK
 GE0889
 GE0889  HISTORY     - Date     Condition        Report By
 GE0889  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0889
 GE0889                          STATION DESCRIPTION
 GE0889
 GE0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0889'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE TOWN OF
 GE0889'MELBOURNE.
 GE0889'
 GE0889'THE TANK IS ABOUT 60 FEET HIGH, SUPPORTED BY 4 LEGS, AND IS
 GE0889'PAINTED SILVER WITH MELBOURNE, ARKANSAS LETTERED ON THE NORTH
 GE0889'SIDE OF THE TANK.  THE STRUCTURE IS STEEL THROUGHOUT.
 GE0889'
 GE0889'THE POINT OBSERVED ON WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9599 ***********************************************************************
 AF9599  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9599  DESIGNATION -  MEMPHIS 1 CORS ARP
 AF9599  CORS_ID     -  MEM1
 AF9599  PID         -  AF9599
 AF9599  STATE/COUNTY-  AR/MISSISSIPPI
 AF9599  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 AF9599
 AF9599                         *CURRENT SURVEY CONTROL
 AF9599  ___________________________________________________________________
 AF9599* NAD 83(CORS)-  35 27 56.71196(N)    090 12 20.45060(W)     ADJUSTED  
 AF9599* NAVD 88     -                                                        
 AF9599  ___________________________________________________________________
 AF9599  EPOCH DATE  -        2002.00
 AF9599  X           -     -18,669.304 (meters)                     COMP
 AF9599  Y           -  -5,200,622.146 (meters)                     COMP
 AF9599  Z           -   3,680,101.682 (meters)                     COMP
 AF9599  ELLIP HEIGHT-          47.77  (meters)          (05/??/02) GPS OBS
 AF9599  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF9599
 AF9599  HORZ ORDER  -  SPECIAL (CORS)
 AF9599  ELLP ORDER  -  SPECIAL (CORS)
 AF9599
 AF9599.ITRF positions are available for this station.
 AF9599.The coordinates were established by GPS observations
 AF9599.and adjusted by the National Geodetic Survey in May 2002..
 AF9599.The coordinates are valid at the epoch date displayed above.
 AF9599.The epoch date for horizontal control is a decimal equivalence
 AF9599.of Year/Month/Day.
 AF9599
 AF9599
 AF9599.The PID for the CORS L1 Phase Center is CQ5991.
 AF9599
 AF9599.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9599
 AF9599.The ellipsoidal height was determined by GPS observations
 AF9599.and is referenced to NAD 83.
 AF9599
 AF9599.The geoid height was determined by GEOID03.
 AF9599
 AF9599;                    North         East     Units Scale Factor Converg.
 AF9599;SPC AR N     -   127,115.974   562,847.465   MT  0.99993806   +1 02 38.8
 AF9599;SPC AR N     -   417,046.32  1,846,608.72   sFT  0.99993806   +1 02 38.8
 AF9599
 AF9599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9599!SPC AR N     -   0.99999250  x   0.99993806  =   0.99993056
 AF9599
 AF9599                          SUPERSEDED SURVEY CONTROL
 AF9599
 AF9599  NAD 83(CORS)-  35 27 56.71109(N)    090 12 20.45103(W) AD(2002.00) c
 AF9599  ELLIP H (03/??/02)   47.80   (m)                       GP(2002.00) c c
 AF9599  NAD 83(CORS)-  35 27 56.71146(N)    090 12 20.45102(W) AD(1997.00) c
 AF9599  ELLIP H (07/??/98)   47.80   (m)                       GP(1997.00) c c
 AF9599  NAD 83(CORS)-  35 27 56.75382(N)    090 12 20.44266(W) AD(1996.00) c
 AF9599  ELLIP H (08/??/96)   47.82   (m)                       GP(1996.00) c c
 AF9599
 AF9599.Superseded values are not recommended for survey control.
 AF9599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9599.See file dsdata.txt to determine how the superseded data were derived.
 AF9599
 AF9599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5356628285(NAD 83)
 AF9599_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9599
 AF9599                          STATION DESCRIPTION
 AF9599
 AF9599'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9599'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9599'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9599'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9599'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9599'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ5991 ***********************************************************************
 CQ5991  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ5991  DESIGNATION -  MEMPHIS 1 CORS L1 PHASE CENTER
 CQ5991  CORS_ID     -  MEM1
 CQ5991  PID         -  CQ5991
 CQ5991  STATE/COUNTY-  AR/MISSISSIPPI
 CQ5991  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 CQ5991
 CQ5991                         *CURRENT SURVEY CONTROL
 CQ5991  ___________________________________________________________________
 CQ5991* NAD 83(CORS)-  35 27 56.71192(N)    090 12 20.45063(W)     ADJUSTED  
 CQ5991* NAVD 88     -                                                        
 CQ5991  ___________________________________________________________________
 CQ5991  EPOCH DATE  -        2002.00
 CQ5991  X           -     -18,669.305 (meters)                     COMP
 CQ5991  Y           -  -5,200,622.220 (meters)                     COMP
 CQ5991  Z           -   3,680,101.733 (meters)                     COMP
 CQ5991  ELLIP HEIGHT-          47.86  (meters)          (05/??/02) GPS OBS
 CQ5991  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CQ5991
 CQ5991  HORZ ORDER  -  SPECIAL (CORS)
 CQ5991  ELLP ORDER  -  SPECIAL (CORS)
 CQ5991
 CQ5991.ITRF positions are available for this station.
 CQ5991.The coordinates were established by GPS observations
 CQ5991.and adjusted by the National Geodetic Survey in May 2002..
 CQ5991.The coordinates are valid at the epoch date displayed above.
 CQ5991.The epoch date for horizontal control is a decimal equivalence
 CQ5991.of Year/Month/Day.
 CQ5991
 CQ5991
 CQ5991.The PID for the CORS ARP is AF9599.
 CQ5991
 CQ5991.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ5991
 CQ5991.The ellipsoidal height was determined by GPS observations
 CQ5991.and is referenced to NAD 83.
 CQ5991
 CQ5991.The geoid height was determined by GEOID03.
 CQ5991
 CQ5991;                    North         East     Units Scale Factor Converg.
 CQ5991;SPC AR N     -   127,115.973   562,847.465   MT  0.99993806   +1 02 38.8
 CQ5991;SPC AR N     -   417,046.32  1,846,608.72   sFT  0.99993806   +1 02 38.8
 CQ5991
 CQ5991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ5991!SPC AR N     -   0.99999249  x   0.99993806  =   0.99993055
 CQ5991
 CQ5991                          SUPERSEDED SURVEY CONTROL
 CQ5991
 CQ5991  NAD 83(CORS)-  35 27 56.71105(N)    090 12 20.45106(W) AD(2002.00) c
 CQ5991  ELLIP H (03/??/02)   47.89   (m)                       GP(2002.00) c c
 CQ5991  NAD 83(CORS)-  35 27 56.71142(N)    090 12 20.45105(W) AD(1997.00) c
 CQ5991  ELLIP H (07/??/98)   47.89   (m)                       GP(1997.00) c c
 CQ5991  NAD 83(CORS)-  35 27 56.75378(N)    090 12 20.44269(W) AD(1996.00) c
 CQ5991  ELLIP H (08/??/96)   47.91   (m)                       GP(1996.00) c c
 CQ5991
 CQ5991.Superseded values are not recommended for survey control.
 CQ5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ5991.See file dsdata.txt to determine how the superseded data were derived.
 CQ5991
 CQ5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5356628285(NAD 83)
 CQ5991_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ5991
 CQ5991                          STATION DESCRIPTION
 CQ5991
 CQ5991'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ5991'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ5991'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ5991'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ5991'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ5991'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9496 ***********************************************************************
 AF9496  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9496  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9496  DESIGNATION -  MEMPHIS 2 CORS ARP
 AF9496  CORS_ID     -  MEM2
 AF9496  PID         -  AF9496
 AF9496  STATE/COUNTY-  AR/MISSISSIPPI
 AF9496  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 AF9496
 AF9496                         *CURRENT SURVEY CONTROL
 AF9496  ___________________________________________________________________
 AF9496* NAD 83(CORS)-  35 27 56.52348(N)    090 12 21.74889(W)     ADJUSTED  
 AF9496* NAVD 88     -        75.43   (meters)     247.5    (feet)  GPS OBS   
 AF9496  ___________________________________________________________________
 AF9496  EPOCH DATE  -        2002.00
 AF9496  X           -     -18,702.050 (meters)                     COMP
 AF9496  Y           -  -5,200,625.448 (meters)                     COMP
 AF9496  Z           -   3,680,096.986 (meters)                     COMP
 AF9496  ELLIP HEIGHT-          47.83  (meters)          (03/??/02) GPS OBS
 AF9496  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF9496
 AF9496  HORZ ORDER  -  SPECIAL (CORS)
 AF9496  ELLP ORDER  -  SPECIAL (CORS)
 AF9496
 AF9496.ITRF positions are available for this station.
 AF9496.The coordinates were established by GPS observations
 AF9496.and adjusted by the National Geodetic Survey in March 2002..
 AF9496.The coordinates are valid at the epoch date displayed above.
 AF9496.The epoch date for horizontal control is a decimal equivalence
 AF9496.of Year/Month/Day.
 AF9496
 AF9496.The orthometric height was determined by GPS observations and a
 AF9496.high-resolution geoid model using precise GPS observation and
 AF9496.processing techniques.
 AF9496
 AF9496.The PID for the CORS L1 Phase Center is AJ7867.
 AF9496
 AF9496.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9496
 AF9496.The ellipsoidal height was determined by GPS observations
 AF9496.and is referenced to NAD 83.
 AF9496
 AF9496.The geoid height was determined by GEOID03.
 AF9496
 AF9496;                    North         East     Units Scale Factor Converg.
 AF9496;SPC AR N     -   127,109.570   562,814.845   MT  0.99993806   +1 02 38.1
 AF9496;SPC AR N     -   417,025.31  1,846,501.70   sFT  0.99993806   +1 02 38.1
 AF9496
 AF9496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9496!SPC AR N     -   0.99999249  x   0.99993806  =   0.99993055
 AF9496
 AF9496                          SUPERSEDED SURVEY CONTROL
 AF9496
 AF9496  NAD 83(CORS)-  35 27 56.52322(N)    090 12 21.74852(W) AD(1997.00) c
 AF9496  NAD 83(CORS)-  35 27 56.52322(N)    090 12 21.74852(W) AD(1996.00) c
 AF9496  ELLIP H (04/??/96)   47.84   (m)                       GP(1997.00) c c
 AF9496  ELLIP H (04/??/96)   47.84   (m)                       GP(1996.00) c c
 AF9496
 AF9496.Superseded values are not recommended for survey control.
 AF9496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9496.See file dsdata.txt to determine how the superseded data were derived.
 AF9496
 AF9496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5353428278(NAD 83)
 AF9496_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9496
 AF9496                          STATION DESCRIPTION
 AF9496
 AF9496'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9496'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9496'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9496'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9496'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9496'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7867 ***********************************************************************
 AJ7867  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7867  DESIGNATION -  MEMPHIS 2 CORS L1 PHASE CENTER
 AJ7867  CORS_ID     -  MEM2
 AJ7867  PID         -  AJ7867
 AJ7867  STATE/COUNTY-  AR/MISSISSIPPI
 AJ7867  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 AJ7867
 AJ7867                         *CURRENT SURVEY CONTROL
 AJ7867  ___________________________________________________________________
 AJ7867* NAD 83(CORS)-  35 27 56.52344(N)    090 12 21.74892(W)     ADJUSTED  
 AJ7867* NAVD 88     -                                                        
 AJ7867  ___________________________________________________________________
 AJ7867  EPOCH DATE  -        2002.00
 AJ7867  X           -     -18,702.051 (meters)                     COMP
 AJ7867  Y           -  -5,200,625.522 (meters)                     COMP
 AJ7867  Z           -   3,680,097.037 (meters)                     COMP
 AJ7867  ELLIP HEIGHT-          47.92  (meters)          (03/??/02) GPS OBS
 AJ7867  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AJ7867
 AJ7867  HORZ ORDER  -  SPECIAL (CORS)
 AJ7867  ELLP ORDER  -  SPECIAL (CORS)
 AJ7867
 AJ7867.ITRF positions are available for this station.
 AJ7867.The coordinates were established by GPS observations
 AJ7867.and adjusted by the National Geodetic Survey in March 2002..
 AJ7867.The coordinates are valid at the epoch date displayed above.
 AJ7867.The epoch date for horizontal control is a decimal equivalence
 AJ7867.of Year/Month/Day.
 AJ7867
 AJ7867
 AJ7867.The PID for the CORS ARP is AF9496.
 AJ7867
 AJ7867.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7867
 AJ7867.The ellipsoidal height was determined by GPS observations
 AJ7867.and is referenced to NAD 83.
 AJ7867
 AJ7867.The geoid height was determined by GEOID03.
 AJ7867
 AJ7867;                    North         East     Units Scale Factor Converg.
 AJ7867;SPC AR N     -   127,109.569   562,814.844   MT  0.99993806   +1 02 38.1
 AJ7867;SPC AR N     -   417,025.31  1,846,501.70   sFT  0.99993806   +1 02 38.1
 AJ7867
 AJ7867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7867!SPC AR N     -   0.99999248  x   0.99993806  =   0.99993054
 AJ7867
 AJ7867                          SUPERSEDED SURVEY CONTROL
 AJ7867
 AJ7867  NAD 83(CORS)-  35 27 56.52318(N)    090 12 21.74855(W) AD(1996.00) c
 AJ7867  NAD 83(CORS)-  35 27 56.52318(N)    090 12 21.74855(W) AD(1997.00) c
 AJ7867  ELLIP H (04/??/96)   47.93   (m)                       GP(1997.00) c c
 AJ7867  ELLIP H (04/??/96)   47.93   (m)                       GP(1996.00) c c
 AJ7867
 AJ7867.Superseded values are not recommended for survey control.
 AJ7867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7867.See file dsdata.txt to determine how the superseded data were derived.
 AJ7867
 AJ7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5353428278(NAD 83)
 AJ7867_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7867
 AJ7867                          STATION DESCRIPTION
 AJ7867
 AJ7867'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7867'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7867'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7867'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7867'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7867'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0845 ***********************************************************************
 EK0845  DESIGNATION -  MENA
 EK0845  PID         -  EK0845
 EK0845  STATE/COUNTY-  AR/POLK
 EK0845  USGS QUAD   -  MOUNTAIN FORK (1979)
 EK0845
 EK0845                         *CURRENT SURVEY CONTROL
 EK0845  ___________________________________________________________________
 EK0845* NAD 83(1997)-  34 41 16.80157(N)    094 23 33.03147(W)     ADJUSTED  
 EK0845* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 EK0845  ___________________________________________________________________
 EK0845  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 EK0845  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 EK0845
 EK0845  HORZ ORDER  -  FIRST
 EK0845
 EK0845.The horizontal coordinates were established by classical geodetic methods
 EK0845.and adjusted by the National Geodetic Survey in September 1999..
 EK0845
 EK0845.The orthometric height was scaled from a topographic map.
 EK0845
 EK0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0845
 EK0845.The geoid height was determined by GEOID03.
 EK0845
 EK0845;                    North         East     Units Scale Factor Converg.
 EK0845;SPC AR S     -   626,758.780   180,790.078   MT  0.99998340   -1 20 20.6
 EK0845;SPC AR S     - 2,056,291.10    593,142.11   sFT  0.99998340   -1 20 20.6
 EK0845;SPC AR N     -    42,011.731   180,775.499   MT  1.00005728   -1 23 31.9
 EK0845;SPC AR N     -   137,833.49    593,094.28   sFT  1.00005728   -1 23 31.9
 EK0845;SPC OK S     -   156,170.502   930,475.404   MT  0.99993758   +2 02 51.6
 EK0845;SPC OK S     -   512,369.39  3,052,734.72   sFT  0.99993758   +2 02 51.6
 EK0845;UTM  15      - 3,839,326.621   372,446.381   MT  0.99980053   -0 47 33.3
 EK0845
 EK0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0845!SPC AR S     -   0.99987706  x   0.99998340  =   0.99986046
 EK0845!SPC AR N     -   0.99987706  x   1.00005728  =   0.99993433
 EK0845!SPC OK S     -   0.99987706  x   0.99993758  =   0.99981464
 EK0845!UTM  15      -   0.99987706  x   0.99980053  =   0.99967761
 EK0845
 EK0845:                Primary Azimuth Mark                     Grid Az
 EK0845:SPC AR S     -  CAIRN                                    041 24 42.6
 EK0845:SPC AR N     -  CAIRN                                    041 27 53.9
 EK0845:SPC OK S     -  CAIRN                                    038 01 30.4
 EK0845:UTM  15      -  CAIRN                                    040 51 55.3
 EK0845
 EK0845|---------------------------------------------------------------------|
 EK0845| PID    Reference Object                     Distance      Geod. Az  |
 EK0845|                                                           dddmmss.s |
 EK0845| EK0836 CAIRN                               APPROX. 3.5 KM 0400422.0 |
 EK0845| CX6748 MENA RM 1                            18.550 METERS 08657     |
 EK0845| EK0835 MENA HOTEL FLAGPOLE NORTH SIDE      APPROX. 2.2 KM 0994848.3 |
 EK0845| EK0834 MENA HOTEL EAST CHIMNEY             APPROX. 2.2 KM 1000830.9 |
 EK0845| EK0863 EAGLE MTN LOOKOUT TOWER             APPROX.34.6 KM 1382721.8 |
 EK0845| EK0884 BEE MTN LOOKOUT TOWER               APPROX.25.1 KM 1504217.4 |
 EK0845| CX6749 MENA RM 2                            12.230 METERS 17923     |
 EK0845|---------------------------------------------------------------------|
 EK0845
 EK0845                          SUPERSEDED SURVEY CONTROL
 EK0845
 EK0845  NAD 83(1997)-  34 41 16.80435(N)    094 23 33.03149(W) AD(       ) 1
 EK0845  NAD 83(1986)-  34 41 16.80620(N)    094 23 33.02461(W) AD(       ) 1
 EK0845  NAD 27      -  34 41 16.43200(N)    094 23 32.24700(W) AD(       ) 1
 EK0845
 EK0845.Superseded values are not recommended for survey control.
 EK0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0845.See file dsdata.txt to determine how the superseded data were derived.
 EK0845
 EK0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7244639327(NAD 83)
 EK0845_MARKER: DD = SURVEY DISK
 EK0845_SETTING: 80 = SET IN A BOULDER
 EK0845_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EK0845
 EK0845  HISTORY     - Date     Condition        Report By
 EK0845  HISTORY     - 1930     MONUMENTED       CGS
 EK0845  HISTORY     - 1950     MARK NOT FOUND   CGS
 EK0845  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0845
 EK0845                          STATION DESCRIPTION
 EK0845
 EK0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 EK0845'ABOUT 14 MILES NORTHWEST OF MENA, 3 MILES SOUTHWEST OF RICH
 EK0845'MOUNTAIN RAILWAY STATION ON THE KANSAS CITY SOUTHERN RAILWAY,
 EK0845'ON HIGHWAY 8, 1-1/2 MILES WEST OF OLD MENA HOTEL ON RICH
 EK0845'MOUNTAIN, ON EASTERN END OF HILL KNOWN LOCALLY AS BALD HILL,
 EK0845'5 METERS (16 FEET) NORTH OF WAGON ROAD ALONG TOP OF RIDGE,
 EK0845'IN A SPOT CLEAR OF BRUSH.  STATION MARK IS STANDARD STATION
 EK0845'DISK IN BOULDER WITH TOP SEVERAL INCHES ABOVE GROUND.
 EK0845'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS.  NO.
 EK0845'1 IS 18.55 METERS (60.9 FEET) FROM STATION,
 EK0845'N 86 DEG 57 MIN E.  NO. 2 IS 12.23 METER (40.1 FEET) FROM STATION,
 EK0845'S 00 DEG 37 MIN E.
 EK0845
 EK0845                          STATION RECOVERY (1950)
 EK0845
 EK0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LBO)
 EK0845'STATION AND REFERENCE MARKS COULD NOT BE FOUND.  THE ROAD
 EK0845'ALONG TOP OF RIDGE HAS BEEN GRADED AND MADE WIDER SINCE STATION
 EK0845'WAS ESTABLISHED.  THE LARGE ROCKS HAVE BEEN PUSHED BACK
 EK0845'SEVERAL FEET AWAY FROM ROAD BY BULLDOZER AND ALL MARKS ARE
 EK0845'BELIEVED TO HAVE BEEN DESTROYED.
 EK0845
 EK0845                          STATION RECOVERY (1961)
 EK0845
 EK0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0845'THIS STATION WAS NOT RECOVERED AND THE AREA HAS GROWN UP IN
 EK0845'BRIARS WHICH WOULD MAKE RECOVERY VERY DIFFICULT AT THIS TIME.
 EK0845'THE ROAD HAS BEEN WIDENED AND LARGE BOULDERS HAVE BEEN PUSHED
 EK0845'OUT ALONG THE EDGE OF THE ROAD.  IT IS POSSIBLE THAT THE
 EK0845'STATION AND R.M. NO. 1 HAVE BEEN COVERED BY THESE BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0834 ***********************************************************************
 EK0834  DESIGNATION -  MENA HOTEL EAST CHIMNEY
 EK0834  PID         -  EK0834
 EK0834  STATE/COUNTY-  AR/POLK
 EK0834  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0834
 EK0834                         *CURRENT SURVEY CONTROL
 EK0834  ___________________________________________________________________
 EK0834* NAD 83(1997)-  34 41 04.27508(N)    094 22 08.31352(W)     ADJUSTED  
 EK0834* NAVD 88     -                                                        
 EK0834  ___________________________________________________________________
 EK0834  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 EK0834  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 EK0834
 EK0834  HORZ ORDER  -  THIRD
 EK0834
 EK0834.The horizontal coordinates were established by classical geodetic methods
 EK0834.and adjusted by the National Geodetic Survey in September 1999..
 EK0834
 EK0834
 EK0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0834
 EK0834.The geoid height was determined by GEOID03.
 EK0834
 EK0834;                    North         East     Units Scale Factor Converg.
 EK0834;SPC AR S     -   626,322.739   182,936.912   MT  0.99998271   -1 19 33.2
 EK0834;SPC AR S     - 2,054,860.52    600,185.52   sFT  0.99998271   -1 19 33.2
 EK0834;SPC AR N     -    41,573.676   182,922.090   MT  1.00005822   -1 22 42.6
 EK0834;SPC AR N     -   136,396.30    600,136.89   sFT  1.00005822   -1 22 42.6
 EK0834;SPC OK S     -   155,862.066   932,644.150   MT  0.99993747   +2 03 39.7
 EK0834;SPC OK S     -   511,357.46  3,059,850.02   sFT  0.99993747   +2 03 39.7
 EK0834;UTM  15      - 3,838,911.159   374,596.878   MT  0.99979383   -0 46 44.9
 EK0834
 EK0834                          SUPERSEDED SURVEY CONTROL
 EK0834
 EK0834  NAD 83(1997)-  34 41 04.27789(N)    094 22 08.31370(W) AD(       ) 4
 EK0834  NAD 83(1986)-  34 41 04.28031(N)    094 22 08.30804(W) AD(       ) 4
 EK0834  NAD 27      -  34 41 03.90500(N)    094 22 07.52700(W) AD(       ) 3
 EK0834
 EK0834.Superseded values are not recommended for survey control.
 EK0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0834.See file dsdata.txt to determine how the superseded data were derived.
 EK0834
 EK0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7459738911(NAD 83)
 EK0834_MARKER: 85 = CHIMNEY
 EK0834
 EK0834  HISTORY     - Date     Condition        Report By
 EK0834  HISTORY     - 1930     FIRST OBSERVED   CGS
 EK0834
 EK0834                          STATION DESCRIPTION
 EK0834
 EK0834'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0835 ***********************************************************************
 EK0835  DESIGNATION -  MENA HOTEL FLAGPOLE NORTH SIDE
 EK0835  PID         -  EK0835
 EK0835  STATE/COUNTY-  AR/POLK
 EK0835  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0835
 EK0835                         *CURRENT SURVEY CONTROL
 EK0835  ___________________________________________________________________
 EK0835* NAD 83(1997)-  34 41 04.73043(N)    094 22 08.60486(W)     ADJUSTED  
 EK0835* NAVD 88     -                                                        
 EK0835  ___________________________________________________________________
 EK0835  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 EK0835  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 EK0835
 EK0835  HORZ ORDER  -  THIRD
 EK0835
 EK0835.The horizontal coordinates were established by classical geodetic methods
 EK0835.and adjusted by the National Geodetic Survey in September 1999..
 EK0835
 EK0835
 EK0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0835
 EK0835.The geoid height was determined by GEOID03.
 EK0835
 EK0835;                    North         East     Units Scale Factor Converg.
 EK0835;SPC AR S     -   626,336.938   182,929.823   MT  0.99998274   -1 19 33.4
 EK0835;SPC AR S     - 2,054,907.10    600,162.26   sFT  0.99998274   -1 19 33.4
 EK0835;SPC AR N     -    41,587.883   182,915.014   MT  1.00005818   -1 22 42.8
 EK0835;SPC AR N     -   136,442.91    600,113.68   sFT  1.00005818   -1 22 42.8
 EK0835;SPC OK S     -   155,875.821   932,636.235   MT  0.99993747   +2 03 39.5
 EK0835;SPC OK S     -   511,402.59  3,059,824.05   sFT  0.99993747   +2 03 39.5
 EK0835;UTM  15      - 3,838,925.287   374,589.655   MT  0.99979385   -0 46 45.0
 EK0835
 EK0835                          SUPERSEDED SURVEY CONTROL
 EK0835
 EK0835  NAD 83(1997)-  34 41 04.73329(N)    094 22 08.60543(W) AD(       ) 4
 EK0835  NAD 83(1986)-  34 41 04.73576(N)    094 22 08.59985(W) AD(       ) 4
 EK0835  NAD 27      -  34 41 04.36000(N)    094 22 07.80000(W) AD(       ) 3
 EK0835
 EK0835.Superseded values are not recommended for survey control.
 EK0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0835.See file dsdata.txt to determine how the superseded data were derived.
 EK0835
 EK0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7459038925(NAD 83)
 EK0835_MARKER: 62 = FLAGPOLE
 EK0835
 EK0835  HISTORY     - Date     Condition        Report By
 EK0835  HISTORY     - 1930     FIRST OBSERVED   CGS
 EK0835
 EK0835                          STATION DESCRIPTION
 EK0835
 EK0835'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK1035 ***********************************************************************
 EK1035  SACS        -  This is a Secondary Airport Control Station.
 EK1035  DESIGNATION -  MENAPORT
 EK1035  PID         -  EK1035
 EK1035  STATE/COUNTY-  AR/POLK
 EK1035  USGS QUAD   -  MENA (1975)
 EK1035
 EK1035                         *CURRENT SURVEY CONTROL
 EK1035  ___________________________________________________________________
 EK1035* NAD 83(1997)-  34 32 52.28150(N)    094 12 26.98987(W)     ADJUSTED  
 EK1035* NAVD 88     -       322.58   (meters)    1058.3    (feet)  GPS OBS   
 EK1035  ___________________________________________________________________
 EK1035  X           -    -385,866.194 (meters)                     COMP
 EK1035  Y           -  -5,245,101.295 (meters)                     COMP
 EK1035  Z           -   3,596,831.738 (meters)                     COMP
 EK1035  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 EK1035  ELLIP HEIGHT-         292.67  (meters)          (03/09/05) GPS OBS
 EK1035  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 EK1035
 EK1035  HORZ ORDER  -  FIRST
 EK1035  ELLP ORDER  -  FOURTH    CLASS II
 EK1035
 EK1035.This mark is at Mena Intermountain Airport (M39)
 EK1035
 EK1035.The horizontal coordinates were established by GPS observations
 EK1035.and adjusted by the WOOLPERT CONSULTANTS in March 2005..
 EK1035
 EK1035.The orthometric height was determined by GPS observations and a
 EK1035.high-resolution geoid model.
 EK1035
 EK1035.GPS derived orthometric heights for airport stations designated as
 EK1035.PACS or SACS are published to 2 decimal places.  This maintains
 EK1035.centimeter relative accuracy between the PACS and SACS.  It does
 EK1035.not indicate centimeter accuracy relative to other marks which are
 EK1035.part of the NAVD 88 network.
 EK1035
 EK1035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1035
 EK1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK1035
 EK1035.The ellipsoidal height was determined by GPS observations
 EK1035.and is referenced to NAD 83.
 EK1035
 EK1035.The geoid height was determined by GEOID03.
 EK1035
 EK1035;                    North         East     Units Scale Factor Converg.
 EK1035;SPC AR S     -   610,835.266   197,403.528   MT  0.99995852   -1 14 07.9
 EK1035;SPC AR S     - 2,004,048.70    647,648.07   sFT  0.99995852   -1 14 07.9
 EK1035;UTM  15      - 3,823,565.994   389,208.271   MT  0.99975130   -0 41 05.4
 EK1035
 EK1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1035!SPC AR S     -   0.99995406  x   0.99995852  =   0.99991258
 EK1035!UTM  15      -   0.99995406  x   0.99975130  =   0.99970537
 EK1035
 EK1035:                Primary Azimuth Mark                     Grid Az
 EK1035:SPC AR S     -  MENAPORT AZ MK                           354 20 13.4
 EK1035:UTM  15      -  MENAPORT AZ MK                           353 47 10.9
 EK1035
 EK1035|---------------------------------------------------------------------|
 EK1035| PID    Reference Object                     Distance      Geod. Az  |
 EK1035|                                                           dddmmss.s |
 EK1035| EK1036 MENAPORT AZ MK                      APPROX. 0.8 KM 3530605.5 |
 EK1035|---------------------------------------------------------------------|
 EK1035
 EK1035                          SUPERSEDED SURVEY CONTROL
 EK1035
 EK1035  ELLIP H (09/24/01)  292.68   (m)                       GP(       ) 4 2
 EK1035  NAD 83(1997)-  34 32 52.28150(N)    094 12 26.98978(W) AD(       ) 1
 EK1035  ELLIP H (09/14/99)  292.75   (m)                       GP(       ) 4 1
 EK1035  NAD 83(1997)-  34 32 52.28600(N)    094 12 26.98745(W) AD(       ) 1
 EK1035  NAD 83(1986)-  34 32 52.28825(N)    094 12 26.98114(W) AD(       ) 1
 EK1035  NGVD 29 (11/13/90)  322.5    (m)         1058.     (f) GPS OBS        
 EK1035
 EK1035.Superseded values are not recommended for survey control.
 EK1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1035.See file dsdata.txt to determine how the superseded data were derived.
 EK1035
 EK1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8920823566(NAD 83)
 EK1035_MARKER: I = METAL ROD
 EK1035_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK1035_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EK1035_STAMPING: MENAPORT 1990
 EK1035_MARK LOGO: NGS   
 EK1035_PROJECTION: FLUSH
 EK1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1035+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 EK1035_ROD/PIPE-DEPTH: 5.00 meters
 EK1035_SLEEVE-DEPTH  : 0.93 meters
 EK1035
 EK1035  HISTORY     - Date     Condition        Report By
 EK1035  HISTORY     - 1990     MONUMENTED       NGS
 EK1035  HISTORY     - 20041115 GOOD             WOOLPT
 EK1035
 EK1035                          STATION DESCRIPTION
 EK1035
 EK1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EK1035'STATION IS LOCATED ABOUT 11.1 KM (6.9 MI) EAST OF POTTER, 9.4 KM
 EK1035'(5.8 MI) SOUTHWEST OF INK, AND 4.5 KM (2.8 MI) SOUTHEAST OF MENA. AT
 EK1035'THE MENA INTERMOUNTAIN REGIONAL AIRPORT. OWNERSHIP--CITY OF MENA,
 EK1035'P.O. BOX 898, MENA AR 71953.  NO AIRPORT MANAGER.  CONTACT GARY
 EK1035'WILLIAMS, FBO, P.O.BOX 1413, MENA AR 71953. PHONE IS 501-394-5800 OR
 EK1035'HOME 501-394-3000.  AND JIM MONTGOMERY, AIRPORT COMMISSION. PHONE IS
 EK1035'501-394-2536.
 EK1035'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 59, 71 AND STATE HIGHWAY 8
 EK1035'IN NORTHEAST MENA, GO SOUTHERLY ON STATE HIGHWAY 8 FOR 3.91 KM
 EK1035'(2.43 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST
 EK1035'ON COUNTY ROAD 980 FOR 0.68 KM (0.42 MI) TO A T-JUNCTION. TURN RIGHT
 EK1035'AND GO NORTH ON A PAVED ROAD FOR 0.14 KM (0.09 MI) TO A TAXIWAY. TURN
 EK1035'LEFT AND GO SOUTH ON A TAXIWAY FOR 0.16 KM (0.10 MI) TO TAXIWAY AND
 EK1035'THE STATION ON THE RIGHT.  AIRPORT OFFICE IS WEST AND ACROSS THE
 EK1035'RUNWAY FROM THE STATION.
 EK1035'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8-INCH STAINLESS STEEL
 EK1035'ROD ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SET 40.0 M
 EK1035'(131.2 FT) EAST-NORTHEAST OF THE RUNWAY CENTERLINE, 21.0 M (68.9 FT)
 EK1035'WEST-SOUTHWEST OF THE CENTER OF THE TAXIWAY, AND 20.0 M (65.6 FT)
 EK1035'SOUTH-SOUTHEAST OF THE CENTER OF THE CONNECTOR.
 EK1035'DESCRIBED BY R.D.BALL
 EK1035
 EK1035                          STATION RECOVERY (2004)
 EK1035
 EK1035'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 EK1035'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EK1035' 
 EK1035'NOTE--THE AIRPORT MANAGER, DARIAL BAKER - 479.394.4077, MUST BE
 EK1035'CONTACTED 24-HOURS IN ADVANCE TO RECEIVE PERMISSION TO GAIN ACCESS TO
 EK1035'STATION.
 EK1035' 
 EK1035'NOTE2--THIS STATION HAS BEEN DESIGNATED AS A SECONDARY AIRPORT CONTROL
 EK1035'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK1036 ***********************************************************************
 EK1036  FBN         -  This is a Federal Base Network Control Station.
 EK1036  PACS        -  This is a Primary Airport Control Station.
 EK1036  DESIGNATION -  MENAPORT AZ MK
 EK1036  PID         -  EK1036
 EK1036  STATE/COUNTY-  AR/POLK
 EK1036  USGS QUAD   -  MENA (1975)
 EK1036
 EK1036                         *CURRENT SURVEY CONTROL
 EK1036  ___________________________________________________________________
 EK1036* NAD 83(1997)-  34 33 18.65578(N)    094 12 30.84670(W)     ADJUSTED  
 EK1036* NAVD 88     -       316.47   (meters)    1038.3    (feet)  GPS OBS   
 EK1036  ___________________________________________________________________
 EK1036  X           -    -385,930.070 (meters)                     COMP
 EK1036  Y           -  -5,244,629.323 (meters)                     COMP
 EK1036  Z           -   3,597,497.644 (meters)                     COMP
 EK1036  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 EK1036  ELLIP HEIGHT-         286.52  (meters)          (07/20/01) GPS OBS
 EK1036  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 EK1036
 EK1036  HORZ ORDER  -  B
 EK1036  ELLP ORDER  -  FOURTH    CLASS I
 EK1036
 EK1036.This mark is at Mena Intermountain Airport (M39)
 EK1036
 EK1036.The horizontal coordinates were established by GPS observations
 EK1036.and adjusted by the National Geodetic Survey in September 1997..
 EK1036
 EK1036.The orthometric height was determined by GPS observations and a
 EK1036.high-resolution geoid model.
 EK1036
 EK1036.GPS derived orthometric heights for airport stations designated as
 EK1036.PACS or SACS are published to 2 decimal places.  This maintains
 EK1036.centimeter relative accuracy between the PACS and SACS.  It does
 EK1036.not indicate centimeter accuracy relative to other marks which are
 EK1036.part of the NAVD 88 network.
 EK1036
 EK1036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1036
 EK1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK1036
 EK1036.The ellipsoidal height was determined by GPS observations
 EK1036.and is referenced to NAD 83.
 EK1036
 EK1036.The geoid height was determined by GEOID03.
 EK1036
 EK1036;                    North         East     Units Scale Factor Converg.
 EK1036;SPC AR S     -   611,649.876   197,322.750   MT  0.99995967   -1 14 10.0
 EK1036;SPC AR S     - 2,006,721.30    647,383.06   sFT  0.99995967   -1 14 10.0
 EK1036;UTM  15      - 3,824,379.622   389,119.688   MT  0.99975154   -0 41 08.1
 EK1036
 EK1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1036!SPC AR S     -   0.99995503  x   0.99995967  =   0.99991470
 EK1036!UTM  15      -   0.99995503  x   0.99975154  =   0.99970658
 EK1036
 EK1036:                Primary Azimuth Mark                     Grid Az
 EK1036:SPC AR S     -  MENAPORT                                 174 20 13.3
 EK1036:UTM  15      -  MENAPORT                                 173 47 11.4
 EK1036
 EK1036|---------------------------------------------------------------------|
 EK1036| PID    Reference Object                     Distance      Geod. Az  |
 EK1036|                                                           dddmmss.s |
 EK1036| EK1035 MENAPORT                            APPROX. 0.8 KM 1730603.3 |
 EK1036|---------------------------------------------------------------------|
 EK1036
 EK1036                          SUPERSEDED SURVEY CONTROL
 EK1036
 EK1036  ELLIP H (09/19/97)  286.60   (m)                       GP(       ) 4 1
 EK1036  NAD 83(1997)-  34 33 18.66043(N)    094 12 30.84384(W) AD(       ) 1
 EK1036  NAD 83(1986)-  34 33 18.66268(N)    094 12 30.83752(W) AD(       ) 1
 EK1036  NGVD 29 (11/13/90)  316.4    (m)         1038.     (f) GPS OBS        
 EK1036
 EK1036.Superseded values are not recommended for survey control.
 EK1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1036.See file dsdata.txt to determine how the superseded data were derived.
 EK1036
 EK1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8912024380(NAD 83)
 EK1036_MARKER: I = METAL ROD
 EK1036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK1036_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EK1036_STAMPING: MENAPORT AZ MK 1990
 EK1036_MARK LOGO: NGS   
 EK1036_PROJECTION: RECESSED 3 CENTIMETERS
 EK1036_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1036+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 EK1036_ROD/PIPE-DEPTH: 5.00 meters
 EK1036_SLEEVE-DEPTH  : 0.90 meters
 EK1036
 EK1036  HISTORY     - Date     Condition        Report By
 EK1036  HISTORY     - 1990     MONUMENTED       NGS
 EK1036  HISTORY     - 19961125 GOOD             NGS
 EK1036  HISTORY     - 20000128 GOOD             NGS
 EK1036  HISTORY     - 20041115 GOOD             WOOLPT
 EK1036
 EK1036                          STATION DESCRIPTION
 EK1036
 EK1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EK1036'STATION IS LOCATED ABOUT 11.1 KM (6.9 MI) EAST OF POTTER, 9.4 KM
 EK1036'(5.8 MI) SOUTHWEST OF INK, AND 4.5 KM (2.8 MI) SOUTHEAST OF MENA. AT
 EK1036'THE MENA INTERMOUNTAIN REGIONAL AIRPORT. OWNERSHIP--CITY OF MENA,
 EK1036'P.O. BOX 898, MENA AR 71953.  NO AIRPORT MANAGER.  CONTACT GARY
 EK1036'WILLIAMS FBO, P.O.BOX 1413, MENA AR 71953. PHONE IS 501-394-5800 OR
 EK1036'HOME 501-394-3000.  AND JIM MONTGOMERY, AIRPORT COMMISSION. PHONE IS
 EK1036'501-394-2536.
 EK1036'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 59,71 AND STATE HIGHWAY 8
 EK1036'IN NORTHEAST MENA.  GO SOUTHERLY ON STATE HIGHWAY 8 FOR 3.91 KM
 EK1036'(2.43 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST
 EK1036'ON COUNTY ROAD 980 FOR 0.68 KM (0.42 MI) TO A T-JUNCTION. TURN RIGHT
 EK1036'AND GO NORTH ON A PAVED ROAD FOR 0.14 KM (0.09 MI) TO A TAXIWAY. TURN
 EK1036'RIGHT AND GO NORTH ON THE TAXIWAY FOR 0.67 KM (0.42 MI) TO THE
 EK1036'STATION ON THE LEFT.
 EK1036'AIRPORT OFFICE IS WEST AND ACROSS RUNWAY FROM THE STATION.
 EK1036'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EK1036'ROD ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SET 35.8 M
 EK1036'(117.5 FT) EAST OF THE RUNWAY CENTERLINE, 25.6 M (84.0 FT)
 EK1036'WEST-SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, AND 6.9 M (22.6 FT)
 EK1036'SOUTH OF THE SOUTH EDGE OF A TURNAROUND.
 EK1036'DESCRIBED BY R.D.BALL
 EK1036
 EK1036                          STATION RECOVERY (1996)
 EK1036
 EK1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 EK1036'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) EAST OF POTTER, 4.74 KM
 EK1036'(2.95 MI) SOUTHEAST OF MENA, AT THE MENA INTERMOUNTAIN REGIONAL
 EK1036'AIRPORT, NEAR THE NORTH END OF THE AIRFIELD, JUST SOUTH OF THE RUNUP
 EK1036'RAMP FOR RUNWAY END 17, BETWEEN THE RUNWAY AND PARALLEL TAXI.
 EK1036'OWNERSHIP--CITY OF MENA, PO BOX 898, MENA AR 71953.  NO AIRPORT
 EK1036'MANAGER.  FBO IS GARY WILLIAMS, PO BOX 1413, MENA AR 71953, PHONE
 EK1036'501-394-5800, 394-3000 (HOME).  TO REACH FROM THE JUNCTION OF U.S.
 EK1036'HIGHWAYS 59 AND 71, AND STATE HIGHWAY 8 IN NORTHEAST MENA, GO
 EK1036'SOUTHEASTERLY ON HIGHWAY 8 FOR 3.94 KM (2.45 MI) TO A PAVED ROAD
 EK1036'RIGHT, COUNTY ROAD 980.  TURN RIGHT, SOUTHEAST, THEN SOUTH ON COUNTY
 EK1036'ROAD 980 FOR 0.69 KM (0.40 MI) TO A CROSSROAD, AIRPORT LANE.  TURN
 EK1036'RIGHT, WEST ON THE ROAD FOR 0.14 KM (0.10 MI) TO A TAXIWAY.  TURN
 EK1036'RIGHT, NORTH ALONG THE TAXIWAY FOR 0.69 KM (0.40 MI) TO THE STATION ON
 EK1036'THE LEFT.  THE STATION IS A PUNCH HOLE ON THE TOP CENTER OF A
 EK1036'STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A
 EK1036'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE RECESSED 3 CM
 EK1036'BELOW THE GROUND.  IT IS 35.8 M (117.5 FT) EAST-NORTHEAST OF THE
 EK1036'RUNWAY CENTER, 25.4 M (83.3 FT) WEST-SOUTHWEST OF THE CENTER OF THE
 EK1036'PARALLEL TAXIWAY, 25.0 M (82.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 EK1036'THE CONNECTOR TAXIWAY, 18.1 M (59.4 FT) SOUTH-SOUTHWEST OF THE SOUTH
 EK1036'END OF THE WEST ONE OF TWO STEEL CULVERTS, 10.9 M (35.8 FT) EAST OF
 EK1036'THE EASTERNMOST TAXIWAY LIGHT, 6.9 M (22.6 FT) SOUTH OF THE SOUTH EDGE
 EK1036'OF THE RUNUP RAMP AND 0.3 M (1.0 FT) EAST-NORTHEAST OF A FIBERGLASS
 EK1036'WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 EK1036'APPROACH PRIMARY AIRPORT CONTROL STATION.  THE SLEEVE DEPTH DOES NOT
 EK1036'MEET THE SPECIFICATION FOR A CLASS A ROD MARK.
 EK1036
 EK1036                          STATION RECOVERY (2000)
 EK1036
 EK1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 EK1036'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 EK1036'CONDITION AND AS PREVIOUSLY DESCRIBED.
 EK1036
 EK1036                          STATION RECOVERY (2004)
 EK1036
 EK1036'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 EK1036'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EK1036' 
 EK1036'NOTE--THE AIRPORT MANAGER, DARIAL BAKER - 479.394.4077, MUST BE
 EK1036'CONTACTED 24-HOURS IN ADVANCE TO RECEIVE PERMISSION TO GAIN ACCESS TO
 EK1036'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1958 ***********************************************************************
 FF1958  DESIGNATION -  MENESHA
 FF1958  PID         -  FF1958
 FF1958  STATE/COUNTY-  AR/CRITTENDEN
 FF1958  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1958
 FF1958                         *CURRENT SURVEY CONTROL
 FF1958  ___________________________________________________________________
 FF1958* NAD 83(1997)-  35 25 24.15691(N)    090 13 19.56979(W)     ADJUSTED  
 FF1958* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 FF1958  ___________________________________________________________________
 FF1958  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 FF1958  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF1958
 FF1958  HORZ ORDER  -  SECOND
 FF1958
 FF1958.The horizontal coordinates were established by classical geodetic methods
 FF1958.and adjusted by the National Geodetic Survey in September 1999..
 FF1958
 FF1958.The orthometric height was scaled from a topographic map.
 FF1958
 FF1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1958
 FF1958.The geoid height was determined by GEOID03.
 FF1958
 FF1958;                    North         East     Units Scale Factor Converg.
 FF1958;SPC AR N     -   122,388.383   561,442.098   MT  0.99993986   +1 02 04.4
 FF1958;SPC AR N     -   401,535.89  1,841,997.95   sFT  0.99993986   +1 02 04.4
 FF1958;SPC TN       -   129,209.177   216,696.665   MT  0.99997393   -2 28 18.4
 FF1958;SPC TN       -   423,913.77    710,945.64   sFT  0.99997393   -2 28 18.4
 FF1958;UTM  15      - 3,923,540.961   752,207.831   MT  1.00038395   +1 36 39.4
 FF1958
 FF1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1958!SPC AR N     -   0.99999365  x   0.99993986  =   0.99993351
 FF1958!SPC TN       -   0.99999365  x   0.99997393  =   0.99996758
 FF1958!UTM  15      -   0.99999365  x   1.00038395  =   1.00037760
 FF1958
 FF1958|---------------------------------------------------------------------|
 FF1958| PID    Reference Object                     Distance      Geod. Az  |
 FF1958|                                                           dddmmss.s |
 FF1958| FF2243 MENESHA RM 1                                       08943     |
 FF1958| FF2245 MENESHA AZ MK                                      0945621.5 |
 FF1958| FF2244 MENESHA RM 2                                       17309     |
 FF1958| FF2056 TURRELL MUNICIPAL TANK              APPROX. 6.2 KM 2075518.1 |
 FF1958|---------------------------------------------------------------------|
 FF1958
 FF1958                          SUPERSEDED SURVEY CONTROL
 FF1958
 FF1958  NAD 83(1997)-  35 25 24.15790(N)    090 13 19.56955(W) AD(       ) 2
 FF1958  NAD 83(1986)-  35 25 24.16834(N)    090 13 19.56987(W) AD(       ) 2
 FF1958  NAD 27      -  35 25 23.86550(N)    090 13 19.22730(W) AD(       ) 2
 FF1958
 FF1958.Superseded values are not recommended for survey control.
 FF1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1958.See file dsdata.txt to determine how the superseded data were derived.
 FF1958
 FF1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5220823541(NAD 83)
 FF1958_MARKER: DS = TRIANGULATION STATION DISK
 FF1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1958
 FF1958  HISTORY     - Date     Condition        Report By
 FF1958  HISTORY     - 1954     MONUMENTED       CGS
 FF1958
 FF1958                          STATION DESCRIPTION
 FF1958
 FF1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1958'THE STATION IS ABOUT 4 MILES NORTHEAST OF TURRELL, 1 MILE SOUTH
 FF1958'OF THE MISSISSIPPI-CRITTENDEN COUNTY LINE, 0.6 MILE WEST OF
 FF1958'MENESHA LAKE, IN THE SOUTHWEST QUARTER OF SECTION 3, T 9 N, R 8
 FF1958'E, AND ON LAND OWNED BY MRS. R.T. KUHN.  IT IS 145 FEET NORTH
 FF1958'OF THE CENTER OF A GRAVELED ROAD, 78 FEET NORTH OF THE NORTHEAST
 FF1958'CORNER OF A FARMHOUSE AND 5 FEET EAST OF A 4 X 4 INCH WHITE
 FF1958'WITNESS POST.
 FF1958'
 FF1958'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61
 FF1958'AND 63 ABOUT 1-1/2 MILES NORTHWEST OF TURRELL, GO NORTHEAST
 FF1958'ON HIGHWAY 61 FOR 3.9 MILES TO A GRAVELED ROAD LEADING WEST
 FF1958'AND THE AZIMUTH MARK, TURN LEFT AND GO WEST 0.25 MILE TO THE
 FF1958'STATION ON THE RIGHT.
 FF1958'
 FF1958'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FF1958'MENESHA 1954.
 FF1958'
 FF1958'REFERENCE MARK 1 IS ON THE WEST EDGE OF AN IRRIGATION DITCH
 FF1958'AND 144 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.  THE
 FF1958'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MENESHA NO 1 1954.
 FF1958'
 FF1958'REFERENCE MARK 2 IS 57 FEET NORTH OF THE CENTER OF THE GRAVELED
 FF1958'ROAD AND 7 FEET EAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE.
 FF1958'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MENESHA NO 2
 FF1958'1954.
 FF1958'
 FF1958'THE AZIMUTH MARK IS 64 FEET WEST OF THE CENTER OF THE HIGHWAY,
 FF1958'60 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 44 FEET
 FF1958'SOUTHWEST OF A POWERLINE POLE AND 4 FEET WEST OF A 4 X 4 INCH
 FF1958'WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 FF1958'IS STAMPED MENESHA 1954.
 FF1958'
 FF1958'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0319 ***********************************************************************
 DL0319  DESIGNATION -  MERIDIAN MARK
 DL0319  PID         -  DL0319
 DL0319  STATE/COUNTY-  AR/OUACHITA
 DL0319  USGS QUAD   -  CAMDEN (1985)
 DL0319
 DL0319                         *CURRENT SURVEY CONTROL
 DL0319  ___________________________________________________________________
 DL0319* NAD 83(1986)-  33 35 03.     (N)    092 49 50.     (W)     SCALED    
 DL0319* NAVD 88     -        60.351  (meters)     198.00   (feet)  ADJUSTED  
 DL0319  ___________________________________________________________________
 DL0319  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0319  DYNAMIC HT  -          60.288 (meters)     197.79  (feet)  COMP
 DL0319  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 DL0319
 DL0319  VERT ORDER  -  FIRST     CLASS II
 DL0319
 DL0319.The horizontal coordinates were scaled from a topographic map and have
 DL0319.an estimated accuracy of +/- 6 seconds.
 DL0319
 DL0319.The orthometric height was determined by differential leveling
 DL0319.and adjusted by the National Geodetic Survey in June 1991..
 DL0319
 DL0319.The geoid height was determined by GEOID03.
 DL0319
 DL0319.The dynamic height is computed by dividing the NAVD 88
 DL0319.geopotential number by the normal gravity value computed on the
 DL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0319.degrees latitude (g = 980.6199 gals.).
 DL0319
 DL0319.The modeled gravity was interpolated from observed gravity values.
 DL0319
 DL0319;                    North         East    Units  Estimated Accuracy
 DL0319;SPC AR S     -   502,080.      322,900.      MT  (+/- 180 meters Scaled)
 DL0319
 DL0319                          SUPERSEDED SURVEY CONTROL
 DL0319
 DL0319  NGVD 29 (??/??/92)   60.376  (m)          198.08   (f) ADJ UNCH    1 2
 DL0319
 DL0319.Superseded values are not recommended for survey control.
 DL0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0319.See file dsdata.txt to determine how the superseded data were derived.
 DL0319
 DL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT157160(NAD 83)
 DL0319_MARKER: DD = SURVEY DISK
 DL0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0319+STABILITY: SURFACE MOTION
 DL0319
 DL0319  HISTORY     - Date     Condition        Report By
 DL0319  HISTORY     - UNK      MONUMENTED       USGS
 DL0319  HISTORY     - 1960     GOOD             NGS
 DL0319  HISTORY     - 1964     GOOD             NGS
 DL0319
 DL0319                          STATION DESCRIPTION
 DL0319
 DL0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0319'IN CAMDEN.
 DL0319'AT CAMDEN, IN SECTION 23, T 11 S, R 17 W, AT THE OUACHITA COUNTY
 DL0319'COURTHOUSE, 110 FEET NORTH OF THE NORTH CURB OF JACKSON STREET, 31
 DL0319'FEET EAST OF THE EAST CURB OF HARRISON STREET, 37 FEET WEST OF THE
 DL0319'WEST FACE OF THE BUILDING, 5 1/2 FEET SOUTH OF THE SOUTH EDGE OF A
 DL0319'SIDEWALK, 2 1/2 FEET NORTH OF A 15-INCH PECAN TREE, IN THE TOP OF A
 DL0319'CONCRETE POST PROJECTING 2 INCHES.
 DL0319
 DL0319                          STATION RECOVERY (1964)
 DL0319
 DL0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1091 ***********************************************************************
 EH1091  DESIGNATION -  MESA
 EH1091  PID         -  EH1091
 EH1091  STATE/COUNTY-  AR/PRAIRIE
 EH1091  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1091
 EH1091                         *CURRENT SURVEY CONTROL
 EH1091  ___________________________________________________________________
 EH1091* NAD 83(1997)-  34 47 04.55266(N)    091 28 48.77398(W)     ADJUSTED  
 EH1091* NAVD 88     -        68.007  (meters)     223.12   (feet)  ADJUSTED  
 EH1091  ___________________________________________________________________
 EH1091  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EH1091  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1091  DYNAMIC HT  -          67.943 (meters)     222.91  (feet)  COMP
 EH1091  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 EH1091
 EH1091  HORZ ORDER  -  FIRST
 EH1091  VERT ORDER  -  FIRST     CLASS II
 EH1091
 EH1091.The horizontal coordinates were established by classical geodetic methods
 EH1091.and adjusted by the National Geodetic Survey in September 1999..
 EH1091
 EH1091.The orthometric height was determined by differential leveling
 EH1091.and adjusted by the National Geodetic Survey in June 1991..
 EH1091
 EH1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1091
 EH1091.The geoid height was determined by GEOID03.
 EH1091
 EH1091.The dynamic height is computed by dividing the NAVD 88
 EH1091.geopotential number by the normal gravity value computed on the
 EH1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1091.degrees latitude (g = 980.6199 gals.).
 EH1091
 EH1091.The modeled gravity was interpolated from observed gravity values.
 EH1091
 EH1091;                    North         East     Units Scale Factor Converg.
 EH1091;SPC AR S     -   635,033.904   447,574.220   MT  1.00000405   +0 17 27.3
 EH1091;SPC AR S     - 2,083,440.40  1,468,416.42   sFT  1.00000405   +0 17 27.3
 EH1091;UTM  15      - 3,850,208.461   639,051.081   MT  0.99983831   +0 52 01.8
 EH1091
 EH1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1091!SPC AR S     -   0.99999354  x   1.00000405  =   0.99999759
 EH1091!UTM  15      -   0.99999354  x   0.99983831  =   0.99983185
 EH1091
 EH1091:                Primary Azimuth Mark                     Grid Az
 EH1091:SPC AR S     -  BLUFF                                    067 12 36.8
 EH1091:UTM  15      -  BLUFF                                    066 38 02.3
 EH1091
 EH1091|---------------------------------------------------------------------|
 EH1091| PID    Reference Object                     Distance      Geod. Az  |
 EH1091|                                                           dddmmss.s |
 EH1091| EH1094 BLUFF                               APPROX. 1.0 KM 0673004.1 |
 EH1091| EH1093 MESA RM 2                            14.622 METERS 20952     |
 EH1091| CY6437 SE PIER HARDMANS HOUSE                             34042     |
 EH1091|---------------------------------------------------------------------|
 EH1091
 EH1091                          SUPERSEDED SURVEY CONTROL
 EH1091
 EH1091  NAD 83(1986)-  34 47 04.55812(N)    091 28 48.77012(W) AD(       ) 1
 EH1091  NAD 27      -  34 47 04.22015(N)    091 28 48.30053(W) AD(       ) 1
 EH1091  NGVD 29 (??/??/??)   68.012  (m)          223.14   (f) ADJUSTED    1 2
 EH1091
 EH1091.Superseded values are not recommended for survey control.
 EH1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1091.See file dsdata.txt to determine how the superseded data were derived.
 EH1091
 EH1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3905150208(NAD 83)
 EH1091_MARKER: DS = TRIANGULATION STATION DISK
 EH1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1091_STAMPING: MESA 1916 B M 1920
 EH1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1091+STABILITY: SURFACE MOTION
 EH1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1091+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 EH1091
 EH1091  HISTORY     - Date     Condition        Report By
 EH1091  HISTORY     - 1916     MONUMENTED       CGS
 EH1091  HISTORY     - 1920     GOOD             CGS
 EH1091  HISTORY     - 1933     GOOD             CGS
 EH1091  HISTORY     - 1935     GOOD             CGS
 EH1091  HISTORY     - 1951     GOOD             CGS
 EH1091  HISTORY     - 1954     GOOD             CGS
 EH1091  HISTORY     - 1954     GOOD             CGS
 EH1091  HISTORY     - 20030428 GOOD             USACE
 EH1091
 EH1091                          STATION DESCRIPTION
 EH1091
 EH1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH1091'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH1091'RAILWAY, AT FIRST CURVE ABOUT 0.5 MILE E OF MESA RAILWAY STATION,
 EH1091'145 METERS (476 FEET) E OF SWITCH STAND AT EXTREME E END OF
 EH1091'RAILWAY YARDS, 18.94 METERS (62.1 FEET) S OF S RAIL OF MAIN TRACK,
 EH1091'ON PROLONGATION OF WESTWARD TANGENT TO CURVE OF S RAIL OF MAIN
 EH1091'TRACK, AND ABOUT 240 METERS (787 FEET) E OF POINT WHERE CURVE
 EH1091'BEGINS.
 EH1091'
 EH1091'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 EH1091'CONCRETE.
 EH1091'
 EH1091'A STANDARD REFERENCE DISK SET IN CONCRETE, IS 0.5
 EH1091'METER (1.6 FEET) N OF S RIGHT-OF-WAY FENCE AND 14.622 METERS
 EH1091'(47.97 FEET) FROM STATION, S 29 DEG 52 MIN W.
 EH1091'
 EH1091'BRICK FOUNDATION PIER OF THE SE CORNER OF MR. HENDERMANS
 EH1091'HOUSE IS 61.70 METERS (202.4 FEET) FROM STATION,
 EH1091'N 19 DEG 18 MIN W.
 EH1091
 EH1091                          STATION RECOVERY (1920)
 EH1091
 EH1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 EH1091'IN 1920 IT WAS REPORTED THAT BRICK FOUNDATION PIER HAD BEEN
 EH1091'DESTROYED.  STATION AND REFERENCE MARKS ARE STAMPED MESA 1916
 EH1091'B.M.1920.  ELEVATION OF STATION IS 67.990 METERS (223.064 FEET).
 EH1091
 EH1091                          STATION RECOVERY (1933)
 EH1091
 EH1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 EH1091'IN 1933 IT WAS REPORTED REFERENCE MARK HAD BEEN DESTROYED.
 EH1091
 EH1091                          STATION RECOVERY (1935)
 EH1091
 EH1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH1091'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EH1091'
 EH1091'REFERENCE MARK NO.2 STAMPED MESA 1916 B.M.1920, RECOVERED AS
 EH1091'DESCRIBED IN GOOD CONDITION, 0.5 METER (1.6 FEET) N OF S
 EH1091'RIGHT-OF-WAY FENCE 14.64 METERS (48.03 FEET) FROM STATION,
 EH1091'S 29 DEG 54 MIN 10 SEC W.
 EH1091'
 EH1091'REFERENCE MARK NO.1 (1935) IS A STANDARD BRONZE DISK SET IN A
 EH1091'14- BY 14- BY 30-INCH CONCRETE PIER, 2 FEET N OF S RIGHT-OF-WAY
 EH1091'FENCE 20 FEET SW OF HIGH TENSION POWER POLE NO.3, 17.94 METERS
 EH1091'(58.86 FEET) FROM STATION, S 70 DEG 37 MIN 35 SEC E.
 EH1091'AND 25.145 METERS (82.49 FEET) FROM REFERENCE MARK NO.2,
 EH1091'S 74 DEG 26 MIN 30 SEC W.
 EH1091
 EH1091                          STATION RECOVERY (1951)
 EH1091
 EH1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 EH1091'STATION WAS RECOVERED, AS DESCRIBED, AND IS IN GOOD CONDITION.
 EH1091'
 EH1091'REFERENCE MARK 2 (1935) WAS RECOVERED IN GOOD CONDITION AS
 EH1091'PREVIOUSLY DESCRIBED.
 EH1091'
 EH1091'REFERENCE MARK 1 (1916) WAS NOT SEARCHED FOR.
 EH1091'
 EH1091'THIS IS A TRAVERSE STATION.
 EH1091
 EH1091                          STATION RECOVERY (1954)
 EH1091
 EH1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH1091'1.25 MI. W ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1091'FROM THE STATION AT DE VALLS BLUFF, ACROSS THE RAILROAD FROM
 EH1091'A LARGE HOUSE, 3-1/2 RAILS E OF SEMAPHORE 87.5, 81 FT. N OF THE
 EH1091'CENTERLINE OF A GRAVELED ROAD, 61.5 FT. S OF THE S RAIL, 52.4 FT.
 EH1091'NE OF A TELEPHONE POLE, AND 1 FT. W OF A WITNESS POST.  A
 EH1091'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 EH1091'WHICH IS FLUSH WITH THE GROUND, AND STAMPED MESA 1916 BM 1920.
 EH1091'
 EH1091'REFERENCE MARK 1 IS 58.8 FT. SE OF THE STATION, 9-1/2 RAILS
 EH1091'W OF A ROAD CROSSING, 5 RAILS E OF SEMAPHORE 87.5, 94 FT. S OF
 EH1091'THE S RAIL, 45 FT. N OF THE CENTERLINE OF A GRAVELED ROAD, AND
 EH1091'20.5 FT. SW OF A TELEPHONE POLE.  A REFERENCE-MARK DISK, SET
 EH1091'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE
 EH1091'GROUND, AND STAMPED RM 1 MESA 1916 1920.
 EH1091'
 EH1091'REFERENCE MARK 2 IS 48.3 FT. SW OF THE STATION, 12-1/2 RAILS
 EH1091'W OF A ROAD CROSSING, 95.7 FT. S OF THE S RAIL, 50 FT. N OF THE
 EH1091'CENTERLINE OF A GRAVELED ROAD, AND 5.7 FT. E OF A TELEPHONE POLE.
 EH1091'A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS
 EH1091'0.1 FT. BELOW THE TOP OF THE GROUND, AND STAMPED MESA RM 2 BM
 EH1091'1916 1920.
 EH1091
 EH1091                          STATION RECOVERY (1954)
 EH1091
 EH1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1091'1.25 MI W FROM DE VALLS BLUFF.
 EH1091'1.25 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1091'FROM THE STATION AT DE VALLS BLUFF, ACROSS THE RAILROAD FROM A LARGE
 EH1091'HOUSE, 3 1/2 RAILS EAST OF SEMAPHORE 87.5, 81 FEET NORTH OF THE CENTER
 EH1091'LINE OF A GRAVELED ROAD, 61.5 FEET SOUTH OF THE SOUTH RAIL, 52.4 FEET
 EH1091'NORTHEAST OF A TELEPHONE POLE, 1 FOOT WEST OF A WITNESS POST, SET IN
 EH1091'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH1091
 EH1091                          STATION RECOVERY (2003)
 EH1091
 EH1091'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1092 ***********************************************************************
 EH1092  DESIGNATION -  MESA RM 1
 EH1092  PID         -  EH1092
 EH1092  STATE/COUNTY-  AR/PRAIRIE
 EH1092  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1092
 EH1092                         *CURRENT SURVEY CONTROL
 EH1092  ___________________________________________________________________
 EH1092* NAD 83(1986)-  34 47 04.     (N)    091 28 48.     (W)     SCALED    
 EH1092* NAVD 88     -        68.260  (meters)     223.95   (feet)  ADJUSTED  
 EH1092  ___________________________________________________________________
 EH1092  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1092  DYNAMIC HT  -          68.196 (meters)     223.74  (feet)  COMP
 EH1092  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 EH1092
 EH1092  VERT ORDER  -  FIRST     CLASS II
 EH1092
 EH1092.The horizontal coordinates were scaled from a topographic map and have
 EH1092.an estimated accuracy of +/- 6 seconds.
 EH1092
 EH1092.The orthometric height was determined by differential leveling
 EH1092.and adjusted by the National Geodetic Survey in June 1991..
 EH1092
 EH1092.The geoid height was determined by GEOID03.
 EH1092
 EH1092.The dynamic height is computed by dividing the NAVD 88
 EH1092.geopotential number by the normal gravity value computed on the
 EH1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1092.degrees latitude (g = 980.6199 gals.).
 EH1092
 EH1092.The modeled gravity was interpolated from observed gravity values.
 EH1092
 EH1092;                    North         East    Units  Estimated Accuracy
 EH1092;SPC AR S     -   635,020.      447,590.      MT  (+/- 180 meters Scaled)
 EH1092
 EH1092                          SUPERSEDED SURVEY CONTROL
 EH1092
 EH1092  NGVD 29 (??/??/??)   68.265  (m)          223.97   (f) ADJUSTED    1 2
 EH1092
 EH1092.Superseded values are not recommended for survey control.
 EH1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1092.See file dsdata.txt to determine how the superseded data were derived.
 EH1092
 EH1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU390501(NAD 83)
 EH1092_MARKER: DR = REFERENCE MARK DISK
 EH1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1092_STAMPING: R M 1 MESA 1916 1920
 EH1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1092+STABILITY: SURFACE MOTION
 EH1092
 EH1092  HISTORY     - Date     Condition        Report By
 EH1092  HISTORY     - 1920     MONUMENTED       CGS
 EH1092  HISTORY     - 1954     GOOD             CGS
 EH1092
 EH1092                          STATION DESCRIPTION
 EH1092
 EH1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1092'1.25 MI W FROM DE VALLS BLUFF.
 EH1092'1.25 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1092'FROM THE STATION AT DE VALLS BLUFF, ACROSS THE RAILROAD FROM A LARGE
 EH1092'HOUSE, 9 1/2 RAILS WEST OF A ROAD CROSSING, 5 RAILS EAST OF SEMAPHORE
 EH1092'87.5, 94 FEET SOUTH OF THE SOUTH RAIL, 58.8 FEET SOUTHEAST OF
 EH1092'TRIANGULATION STATION MESA, 45 FEET NORTH OF THE CENTER LINE OF A
 EH1092'GRAVELED ROAD, 20.5 FEET SOUTHWEST OF A TELEPHONE POLE, SET IN THE TOP
 EH1092'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1093 ***********************************************************************
 EH1093  DESIGNATION -  MESA RM 2
 EH1093  PID         -  EH1093
 EH1093  STATE/COUNTY-  AR/PRAIRIE
 EH1093  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1093
 EH1093                         *CURRENT SURVEY CONTROL
 EH1093  ___________________________________________________________________
 EH1093* NAD 83(1986)-  34 47 03.     (N)    091 28 47.     (W)     SCALED    
 EH1093* NAVD 88     -        68.041  (meters)     223.23   (feet)  ADJUSTED  
 EH1093  ___________________________________________________________________
 EH1093  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1093  DYNAMIC HT  -          67.978 (meters)     223.02  (feet)  COMP
 EH1093  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 EH1093
 EH1093  VERT ORDER  -  FIRST     CLASS II
 EH1093
 EH1093.The horizontal coordinates were scaled from a topographic map and have
 EH1093.an estimated accuracy of +/- 6 seconds.
 EH1093
 EH1093.The orthometric height was determined by differential leveling
 EH1093.and adjusted by the National Geodetic Survey in June 1991..
 EH1093
 EH1093.The geoid height was determined by GEOID03.
 EH1093
 EH1093.The dynamic height is computed by dividing the NAVD 88
 EH1093.geopotential number by the normal gravity value computed on the
 EH1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1093.degrees latitude (g = 980.6199 gals.).
 EH1093
 EH1093.The modeled gravity was interpolated from observed gravity values.
 EH1093
 EH1093;                    North         East    Units  Estimated Accuracy
 EH1093;SPC AR S     -   634,990.      447,620.      MT  (+/- 180 meters Scaled)
 EH1093
 EH1093                          SUPERSEDED SURVEY CONTROL
 EH1093
 EH1093  NGVD 29 (??/??/??)   68.046  (m)          223.25   (f) ADJUSTED    1 2
 EH1093
 EH1093.Superseded values are not recommended for survey control.
 EH1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1093.See file dsdata.txt to determine how the superseded data were derived.
 EH1093
 EH1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU390501(NAD 83)
 EH1093_MARKER: DR = REFERENCE MARK DISK
 EH1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1093_STAMPING: MESA R M 2 B M 1916 1920
 EH1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1093+STABILITY: SURFACE MOTION
 EH1093
 EH1093  HISTORY     - Date     Condition        Report By
 EH1093  HISTORY     - 1916     MONUMENTED       CGS
 EH1093  HISTORY     - 1954     GOOD             CGS
 EH1093
 EH1093                          STATION DESCRIPTION
 EH1093
 EH1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1093'1.25 MI W FROM DE VALLS BLUFF.
 EH1093'1.25 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1093'FROM THE STATION AT DE VALLS BLUFF, ACROSS THE RAILROAD FROM THE A
 EH1093'LARGE HOUSE, 12 1/2 RAILS WEST OF A ROAD CROSSING, 95.7 FEET SOUTH OF
 EH1093'THE SOUTH RAIL, 50 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD,
 EH1093'48.3 FEET SOUTHWEST OF TRIANGULATION STATION MESA, 5.7 FEET EAST OF A
 EH1093'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT
 EH1093'BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0848 ***********************************************************************
 GF0848  DESIGNATION -  METAL
 GF0848  PID         -  GF0848
 GF0848  STATE/COUNTY-  AR/CARROLL
 GF0848  USGS QUAD   -  MARBLE (1973)
 GF0848
 GF0848                         *CURRENT SURVEY CONTROL
 GF0848  ___________________________________________________________________
 GF0848* NAD 83(1997)-  36 12 31.03916(N)    093 33 27.29331(W)     ADJUSTED  
 GF0848* NAVD 88     -       487.3    (meters)    1599.     (feet)  VERTCON   
 GF0848  ___________________________________________________________________
 GF0848  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GF0848  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GF0848
 GF0848  HORZ ORDER  -  FIRST
 GF0848
 GF0848.The horizontal coordinates were established by classical geodetic methods
 GF0848.and adjusted by the National Geodetic Survey in September 1999..
 GF0848
 GF0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0848
 GF0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0848
 GF0848.The geoid height was determined by GEOID03.
 GF0848
 GF0848;                    North         East     Units Scale Factor Converg.
 GF0848;SPC AR N     -   209,161.776   259,940.043   MT  0.99999521   -0 54 22.9
 GF0848;SPC AR N     -   686,224.93    852,819.96   sFT  0.99999521   -0 54 22.9
 GF0848;UTM  15      - 4,007,232.154   449,878.959   MT  0.99963095   -0 19 45.8
 GF0848
 GF0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0848!SPC AR N     -   0.99992792  x   0.99999521  =   0.99992313
 GF0848!UTM  15      -   0.99992792  x   0.99963095  =   0.99955890
 GF0848
 GF0848:                Primary Azimuth Mark                     Grid Az
 GF0848:SPC AR N     -  METALTON ATT MICROWAVE                   031 13 54.3
 GF0848:UTM  15      -  METALTON ATT MICROWAVE                   030 39 17.2
 GF0848
 GF0848|---------------------------------------------------------------------|
 GF0848| PID    Reference Object                     Distance      Geod. Az  |
 GF0848|                                                           dddmmss.s |
 GF0848| GF0841 METALTON ATT MICROWAVE              APPROX. 7.4 KM 0301931.4 |
 GF0848| CI2502 METAL RM 1                           17.145 METERS 12603     |
 GF0848| CI2503 METAL RM 2                           14.734 METERS 20320     |
 GF0848| CI2501 METAL AZ MK                                        2591151.5 |
 GF0848|---------------------------------------------------------------------|
 GF0848
 GF0848                          SUPERSEDED SURVEY CONTROL
 GF0848
 GF0848  NAD 83(1997)-  36 12 31.05041(N)    093 33 27.29333(W) AD(       ) 1
 GF0848  NAD 83(1986)-  36 12 31.05013(N)    093 33 27.29476(W) AD(       ) 1
 GF0848  NAD 27      -  36 12 30.78985(N)    093 33 26.61539(W) AD(       ) 1
 GF0848  NGVD 29 (07/19/86)  487.2    (m)         1598.     (f) VERT ANG       
 GF0848
 GF0848.Superseded values are not recommended for survey control.
 GF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0848.See file dsdata.txt to determine how the superseded data were derived.
 GF0848
 GF0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4987907232(NAD 83)
 GF0848_MARKER: DS = TRIANGULATION STATION DISK
 GF0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0848
 GF0848  HISTORY     - Date     Condition        Report By
 GF0848  HISTORY     - 1971     MONUMENTED       NGS
 GF0848
 GF0848                          STATION DESCRIPTION
 GF0848
 GF0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0848'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF BERRYVILLE, 8-1/2
 GF0848'MILES NORTH OAND 9 MILES EAST OF HUNTSVILLE, 1 MILE SOUTH AND 2
 GF0848'MILES WEST OF METALTON, IN THE NORTHWEST 1/4 OF SECTION 20, R 24
 GF0848'W., T 18 N. AND ON RIGHT-OF-WAY PROPERTY OWNED BY THE ARKANSAS
 GF0848'STATE HIGHWAY DEPARTMENT.
 GF0848'
 GF0848'TO REACH THE STATION FROM THE BRIDGE OVER THE BIG PINEY CREEK IN
 GF0848'METALTON, GO SOUTH ON STATE HIGHWAY 21 FOR 0.6 MILE TO A SIDE ROAD
 GF0848'RIGHT.  TURN RIGHT AND FOLLOW BLACK TOP ROAD WESTERLY FOR 1.65
 GF0848'MILES TO THE STATION ON RIGHT AS DESCRIBED.
 GF0848'
 GF0848'STATION MARKS ARE STANDARD DISKS STAMPED METAL 1971.  THE SURFACE
 GF0848'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GF0848'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET NORTHEAST
 GF0848'OF A POWER LINE POLE NUMBERED 150, 22 FEET NORTH OF THE CENTER OF
 GF0848'THE BLACK TOP ROAD, 5.3 FEET SOUTHWEST OF THE WITNESS POST AND 3 FEET
 GF0848'SOUTH OF THE FENCE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 GF0848'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 GF0848'
 GF0848'REFERENCE MARK 1, A STANDARD DISK STAMPED METAL NO 1 1971, IS SET
 GF0848'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GF0848'FLUSH WITH THE GROUND SURFACE.  IT IS 55.5 FEET SOUTHEAST OF A
 GF0848'WITNESS POST, 18.5 SOUTH OF THE CENTER OF THE BLACK TOP ROAD, 2.5
 GF0848'FEET NORTH OF A FENCE AND THE MARK IS ABOUT 1 FOOT LOWER IN
 GF0848'ELEVATION THAN THE STATION.
 GF0848'
 GF0848'REFERENCE MARK 2, A STANDARD DISK STAMPED METAL NO 2 1971, IS SET
 GF0848'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 GF0848'FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET NORTHEAST OF THE
 GF0848'POWER LINE POLE NUMBERED 150, 22 FEET SOUTH OF THE CENTER OF THE
 GF0848'BLACK TOP ROAD, 2 FEET NORTH OF THE FENCE AND IS THE SAME ELEVATION
 GF0848'AS THE STATION MARK.
 GF0848'
 GF0848'AZIMUTH MARK, A STANDARD DISK STAMPED METAL 1971, IS SET IN THE TOP
 GF0848'OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH
 GF0848'THE GROUND SURFACE.  IT IS 68 FEET WEST-NORTHWEST OF A TELEPHONE
 GF0848'LINE POLE, 56 FEET SOUTH-SOUTHWEST OF A WOODEN GATE, 27 FEET
 GF0848'SOUTH OF THE CENTER OF A BLACK TOP ROAD AND 3.6 FEET NORTHEAST OF A
 GF0848'METAL WITNESS POST.
 GF0848'
 GF0848'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON THE BLACK
 GF0848'TOP ROAD FOR 0.25 MILE TO THE MARK ON LEFT.
 GF0848'
 GF0848'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0841 ***********************************************************************
 GF0841  DESIGNATION -  METALTON ATT MICROWAVE
 GF0841  PID         -  GF0841
 GF0841  STATE/COUNTY-  AR/CARROLL
 GF0841  USGS QUAD   -  BERRYVILLE (1972)
 GF0841
 GF0841                         *CURRENT SURVEY CONTROL
 GF0841  ___________________________________________________________________
 GF0841* NAD 83(1997)-  36 15 59.53015(N)    093 30 56.67584(W)     ADJUSTED  
 GF0841* NAVD 88     -                                                        
 GF0841  ___________________________________________________________________
 GF0841  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GF0841  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GF0841
 GF0841  HORZ ORDER  -  THIRD
 GF0841
 GF0841.The horizontal coordinates were established by classical geodetic methods
 GF0841.and adjusted by the National Geodetic Survey in September 1999..
 GF0841
 GF0841
 GF0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0841
 GF0841.The geoid height was determined by GEOID03.
 GF0841
 GF0841;                    North         East     Units Scale Factor Converg.
 GF0841;SPC AR N     -   215,528.660   263,800.814   MT  1.00000673   -0 52 55.2
 GF0841;SPC AR N     -   707,113.61    865,486.50   sFT  1.00000673   -0 52 55.2
 GF0841;UTM  15      - 4,013,635.206   453,674.011   MT  0.99962644   -0 18 18.3
 GF0841
 GF0841                          SUPERSEDED SURVEY CONTROL
 GF0841
 GF0841  NAD 83(1997)-  36 15 59.54139(N)    093 30 56.67583(W) AD(       ) 4
 GF0841  NAD 83(1997)-  36 15 59.54143(N)    093 30 56.67582(W) AD(       ) 4
 GF0841  NAD 83(1986)-  36 15 59.54131(N)    093 30 56.67754(W) AD(       ) 4
 GF0841  NAD 27      -  36 15 59.28494(N)    093 30 56.00268(W) AD(       ) 3
 GF0841
 GF0841.Superseded values are not recommended for survey control.
 GF0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0841.See file dsdata.txt to determine how the superseded data were derived.
 GF0841
 GF0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5367413635(NAD 83)
 GF0841_MARKER: 45 = MICROWAVE TOWER
 GF0841
 GF0841  HISTORY     - Date     Condition        Report By
 GF0841  HISTORY     - 1971     FIRST OBSERVED   NGS
 GF0841  HISTORY     - 20021231 GOOD             GEOCAC
 GF0841
 GF0841                          STATION DESCRIPTION
 GF0841
 GF0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0841'THE STATION, BERRYVILLE AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE
 GF0841'KSL 86, IS THE LIGHT ATOP A 168 FOOT TALL, 4 LEGGED STEEL TOWER THAT
 GF0841'HAS 4 LARGE FANS NEAR THE TOP.  IT IS OWNED BY THE AMERICAN
 GF0841'TELEPHONE AND TELEGRAPH, LONG LINES DEPARTMENT, 32 AVENUE OF THE
 GF0841'AMERICAS, NEW YORK 13, NEW YORK.
 GF0841'
 GF0841'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF BERRYVILLE,
 GF0841'3-1/2 MILES NORTH OF METALTON AND IN THE NORTHEAST 1/4 OF SECTION 3,
 GF0841'T. 18 N., R 24 W.
 GF0841'
 GF0841'TO REACH THE STATION FROM METALTON, GO NORTHERLY ON STATE HIGHWAY 21
 GF0841'FOR 0.6 MILE TO A BRIDGE OVER CLEAR CREEK.  CONTINUE NORTHERLY ON
 GF0841'HIGHWAY 21 FOR 2.65 MILES TO A DIRT ROAD ON THE RIGHT AT THE TOP OF
 GF0841'A HILL.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.2 MILE TO A GRAVELED
 GF0841'ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON THE GRAVELED
 GF0841'ROAD FOR 0.45 MILE TO THE TOP OF A RIDGE AND THE STATION.
 GF0841
 GF0841                          STATION RECOVERY (2002)
 GF0841
 GF0841'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1570 ***********************************************************************
 EJ1570  DESIGNATION -  METO
 EJ1570  PID         -  EJ1570
 EJ1570  STATE/COUNTY-  AR/LONOKE
 EJ1570  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1570
 EJ1570                         *CURRENT SURVEY CONTROL
 EJ1570  ___________________________________________________________________
 EJ1570* NAD 83(1997)-  34 47 06.57377(N)    092 00 05.96896(W)     ADJUSTED  
 EJ1570* NAVD 88     -        73.141  (meters)     239.96   (feet)  ADJUSTED  
 EJ1570  ___________________________________________________________________
 EJ1570  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 EJ1570  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EJ1570  DYNAMIC HT  -          73.073 (meters)     239.74  (feet)  COMP
 EJ1570  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 EJ1570
 EJ1570  HORZ ORDER  -  FIRST
 EJ1570  VERT ORDER  -  FIRST     CLASS II
 EJ1570
 EJ1570.The horizontal coordinates were established by classical geodetic methods
 EJ1570.and adjusted by the National Geodetic Survey in September 1999..
 EJ1570
 EJ1570.The orthometric height was determined by differential leveling
 EJ1570.and adjusted by the National Geodetic Survey in June 1991..
 EJ1570
 EJ1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1570
 EJ1570.The geoid height was determined by GEOID03.
 EJ1570
 EJ1570.The dynamic height is computed by dividing the NAVD 88
 EJ1570.geopotential number by the normal gravity value computed on the
 EJ1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1570.degrees latitude (g = 980.6199 gals.).
 EJ1570
 EJ1570.The modeled gravity was interpolated from observed gravity values.
 EJ1570
 EJ1570;                    North         East     Units Scale Factor Converg.
 EJ1570;SPC AR S     -   634,975.408   399,848.245   MT  1.00000418   -0 00 03.3
 EJ1570;SPC AR S     - 2,083,248.48  1,311,835.45   sFT  1.00000418   -0 00 03.3
 EJ1570;UTM  15      - 3,849,672.491   591,339.452   MT  0.99970283   +0 34 10.5
 EJ1570
 EJ1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1570!SPC AR S     -   0.99999271  x   1.00000418  =   0.99999689
 EJ1570!UTM  15      -   0.99999271  x   0.99970283  =   0.99969554
 EJ1570
 EJ1570:                Primary Azimuth Mark                     Grid Az
 EJ1570:SPC AR S     -  DANIEL RESET                             090 46 31.8
 EJ1570:UTM  15      -  DANIEL RESET                             090 12 18.0
 EJ1570
 EJ1570|---------------------------------------------------------------------|
 EJ1570| PID    Reference Object                     Distance      Geod. Az  |
 EJ1570|                                                           dddmmss.s |
 EJ1570| EH2095 DANIEL RESET                        APPROX. 5.1 KM 0904628.5 |
 EJ1570|---------------------------------------------------------------------|
 EJ1570
 EJ1570                          SUPERSEDED SURVEY CONTROL
 EJ1570
 EJ1570  NAD 83(1986)-  34 47 06.58008(N)    092 00 05.96023(W) AD(       ) 1
 EJ1570  NAD 27      -  34 47 06.25600(N)    092 00 05.45100(W) AD(       ) 1
 EJ1570  NGVD 29 (??/??/92)   73.16   (m)          240.0    (f) COMPUTED    1 2
 EJ1570
 EJ1570.Superseded values are not recommended for survey control.
 EJ1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1570.See file dsdata.txt to determine how the superseded data were derived.
 EJ1570
 EJ1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9133949672(NAD 83)
 EJ1570_MARKER: DS = TRIANGULATION STATION DISK
 EJ1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1570_STAMPING: METO 1916 1920
 EJ1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1570+STABILITY: SURFACE MOTION
 EJ1570
 EJ1570  HISTORY     - Date     Condition        Report By
 EJ1570  HISTORY     - 1916     MONUMENTED       CGS
 EJ1570  HISTORY     - 1935     GOOD             CGS
 EJ1570  HISTORY     - 1940     GOOD             CGS
 EJ1570  HISTORY     - 1954     GOOD             CGS
 EJ1570  HISTORY     - 1967     GOOD             CGS
 EJ1570  HISTORY     - 1967     GOOD             NGS
 EJ1570
 EJ1570                          STATION DESCRIPTION
 EJ1570
 EJ1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EJ1570'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EJ1570'RAILWAY 24 METERS (79 FEET) W OF EIGHTH TELEGRAPH POLE W
 EJ1570'OF METO RAILWAY STATION AND N OF TRACK, 45 PACES S OF SW
 EJ1570'CORNER OF JOE DAVIS HOUSE, 320 METERS (1,050 FEET) E OF
 EJ1570'SWITCH STAND AT W END OF PASSING TRACK AND 3.32 METERS (10.9
 EJ1570'FEET) N OF N RAIL OF MAIN TRACK.
 EJ1570'
 EJ1570'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 EJ1570'IN CONCRETE AS DESCRIBED.  IN 1920 MARK
 EJ1570'WAS STAMPED WITH NAME AND DATES 1916-1920.  ELEVATION OF
 EJ1570'STATION IS 73.192 METERS (240.131 FEET).
 EJ1570
 EJ1570                          STATION RECOVERY (1935)
 EJ1570
 EJ1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EJ1570'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  IT IS
 EJ1570'ON THE RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EJ1570'RAILWAY 24 METERS (79 FEET) W OF EIGHTH TELEGRAPH POLE W
 EJ1570'OF METO RAILROAD STATION, AND N OF TRACK, 45 PACES S OF SW
 EJ1570'CORNER OF JOE DAVIS HOUSE, 320 METERS (1050 FEET) E OF SWITCH
 EJ1570'STAND AT W END OF PASSING TRACK AND 3.32 METERS (10.9 FEET)
 EJ1570'N OF N RAIL OF MAIN TRACK.  NO REFERENCES WERE REPORTED,
 EJ1570'AS BEING SET IN 1916.
 EJ1570'
 EJ1570'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EJ1570'DISKS SET IN CONCRETE MONUMENTS AS DESCRIBED.
 EJ1570'REFERENCE MARK NO. 1 IS SET IN A 14- BY 14-
 EJ1570'BY 30-INCH CONCRETE MONUMENT ON BANK, AND JUST S OF FENCE
 EJ1570'BETWEEN JOE DAVIS FIELD AND A FARM ROAD, ABOUT 120 FEET SW
 EJ1570'OF JOE DAVIS YARD, IN FRONT OF HIS HOUSE.  DISTANCE FROM
 EJ1570'STATION IS 35.30 METERS (115.84 FEET), N 41 DEG 42 MIN 42.5 SEC W.
 EJ1570'REFERENCE MARK NO.2 IS SET IN A CONCRETE
 EJ1570'MONUMENT ON BANK IN FRONT OF JOE DAVIS HOUSE, 67.86 FEET
 EJ1570'SW FROM THE SE CORNER OF HOUSE.  DISTANCE FROM STATION IS
 EJ1570'23.365 METERS (76.66 FEET), N 14 DEG 41 MIN 24.5 SEC E.
 EJ1570'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 29.53
 EJ1570'METERS (97.22 FEET), N 82 DEG 43 MIN 30 SEC W.
 EJ1570
 EJ1570                          STATION RECOVERY (1940)
 EJ1570
 EJ1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1570'STATION RECOVERED AS DESCRIBED BY J.S.B., 1916, AND ALL
 EJ1570'MARKS FOUND TO BE IN GOOD CONDITION.  DUE TO THIS STATION
 EJ1570'BEING TOO CLOSE TO THE RAILROAD TO ERECT A TOWER, A NEW
 EJ1570'STATION, METO 2 1940, WAS ESTABLISHED.  STATION METO 2 SHOULD
 EJ1570'BE USED IN THE FUTURE.
 EJ1570
 EJ1570                          STATION RECOVERY (1954)
 EJ1570
 EJ1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EJ1570'5.7 MI. W ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EJ1570'FROM THE STATION AT LONOKE, 0.3 MI. W OF THE STATION SIGN
 EJ1570'AT METO, 37 FT. S OF A FENCE, 11 FT. N OF THE N RAIL OF
 EJ1570'THE MAIN TRACK, A TRIANGULATION STATION DISK, SET IN THE
 EJ1570'TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED
 EJ1570'METO 1916 1920.
 EJ1570'
 EJ1570'REFERENCE MARK 1 IS 95.5 FT. W OF TRIANGULATION STATION METO
 EJ1570'2 1940, 94 FT. SW OF A HOUSE, 6 FT. N OF THE CENTERLINE
 EJ1570'OF A LANE LEADING W, 5.3 FT. S OF A FENCE, A REFERENCE-MARK
 EJ1570'DISK, SET IN THE TOP OF A CONCRETE POST 0.1 FT. BELOW THE
 EJ1570'TOP OF THE GROUND, AND STAMPED RM 1 METO 1916 1920.
 EJ1570'
 EJ1570'REFERENCE MARK 2 IS 76.6 FT. N OF TRIANGULATION STATION
 EJ1570'METO, 10.8 FT. S OF TRIANGULATION STATION METO 2 1940,
 EJ1570'2.5 FT. NE OF A FORKED CHINABERRY TREE, 2.6 FT. N OF A WITNESS
 EJ1570'POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 EJ1570'POST 0.1 FT. BELOW THE TOP OF THE GROUND, AND STAMPED RM 2
 EJ1570'METO 1916 1920.
 EJ1570
 EJ1570                          STATION RECOVERY (1967)
 EJ1570
 EJ1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ1570'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 EJ1570'MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.  SEE DESCRIPTION
 EJ1570'METO 2 1940.
 EJ1570'
 EJ1570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.7 MILES
 EJ1570'WEST OF LONOKE.
 EJ1570
 EJ1570                          STATION RECOVERY (1967)
 EJ1570
 EJ1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EJ1570'5.7 MI W FROM LONOKE.
 EJ1570'IT IS 5.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ1570'RAILROAD STATION IN LONOKE, 0.25 MILE WEST OF MILEPOST 117, 11 FEET
 EJ1570'NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF A METAL WITNESS POST AND SET
 EJ1570'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EJ1570'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2995 ***********************************************************************
 EH2995  DESIGNATION -  METO
 EH2995  PID         -  EH2995
 EH2995  STATE/COUNTY-  AR/ARKANSAS
 EH2995  USGS QUAD   -  HUMPHREY SW (1968)
 EH2995
 EH2995                         *CURRENT SURVEY CONTROL
 EH2995  ___________________________________________________________________
 EH2995* NAD 83(1997)-  34 17 37.08650(N)    091 42 25.56514(W)     ADJUSTED  
 EH2995* NAVD 88     -        55.52   (+/-2cm)     182.2    (feet)  VERTCON   
 EH2995  ___________________________________________________________________
 EH2995  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EH2995  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH2995
 EH2995  HORZ ORDER  -  SECOND
 EH2995  VERT ORDER  -  THIRD ? (See Below)
 EH2995
 EH2995.The horizontal coordinates were established by classical geodetic methods
 EH2995.and adjusted by the National Geodetic Survey in September 1999..
 EH2995
 EH2995.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2995.The vertical order pertains to the NGVD 29 superseded value.
 EH2995
 EH2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2995
 EH2995.The geoid height was determined by GEOID03.
 EH2995
 EH2995;                    North         East     Units Scale Factor Converg.
 EH2995;SPC AR S     -   580,490.297   426,963.949   MT  0.99992867   +0 09 50.2
 EH2995;SPC AR S     - 1,904,491.92  1,400,797.56   sFT  0.99992867   +0 09 50.2
 EH2995;UTM  15      - 3,795,470.925   618,987.704   MT  0.99977452   +0 43 42.8
 EH2995
 EH2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2995!SPC AR S     -   0.99999540  x   0.99992867  =   0.99992407
 EH2995!UTM  15      -   0.99999540  x   0.99977452  =   0.99976992
 EH2995
 EH2995|---------------------------------------------------------------------|
 EH2995| PID    Reference Object                     Distance      Geod. Az  |
 EH2995|                                                           dddmmss.s |
 EH2995| CY6970 METO RM 1                            25.792 METERS 02236     |
 EH2995| CY6969 METO AZ MK                                         0570957.8 |
 EH2995| EH3030 PHILLIPS RESET                      APPROX.10.2 KM 2695224.4 |
 EH2995| CY6971 METO RM 2                            24.640 METERS 28634     |
 EH2995|---------------------------------------------------------------------|
 EH2995
 EH2995                          SUPERSEDED SURVEY CONTROL
 EH2995
 EH2995  NAD 83(1986)-  34 17 37.09435(N)    091 42 25.55896(W) AD(       ) 2
 EH2995  NAD 27      -  34 17 36.74301(N)    091 42 25.09667(W) AD(       ) 2
 EH2995  NGVD 29 (07/19/86)   55.57   (m)          182.3    (f) LEVELING    3  
 EH2995
 EH2995.Superseded values are not recommended for survey control.
 EH2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2995.See file dsdata.txt to determine how the superseded data were derived.
 EH2995
 EH2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1898895471(NAD 83)
 EH2995_MARKER: DS = TRIANGULATION STATION DISK
 EH2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2995
 EH2995  HISTORY     - Date     Condition        Report By
 EH2995  HISTORY     - 1965     MONUMENTED       CGS
 EH2995  HISTORY     - 20030617 GOOD             USACE
 EH2995
 EH2995                          STATION DESCRIPTION
 EH2995
 EH2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2995'STATION IS ABOUT 8 MILES EAST-SOUTHEAST OF ALTHEIMER, 7 MILES
 EH2995'SOUTHEAST OF WABBASEKA, AND ON PROPERTY OF METO GAME MANAGEMENT
 EH2995'AREA.
 EH2995'
 EH2995'TO REACH THE POST OFFICE AND WATER TANK IN WABBASEKA, GO
 EH2995'NORTH ALONG THE EAST SIDE OF RAILROAD TRACKS FOR 0.5 MILE.
 EH2995'TURN RIGHT AND FOLLOW SURFACED ROAD EAST FOR 2.5 MILES TO A
 EH2995'T-ROAD AND WHERE THE MAIN ROAD TURNS RIGHT.  TURN RIGHT AND
 EH2995'GO SOUTH FOR 1.6 MILES TO CROSSROADS.  CONTINUE SOUTHERLY
 EH2995'FOR 2.6 MILES TO SIDE ROAD RIGHT.  CONTINUE SOUTHEASTERLY FOR
 EH2995'1.7 MILES TO ROAD FORK JUST AFTER CROSSING BRIDGE OVER BAYOU
 EH2995'AND STATION ON RIGHT IN THE SOUTHEAST ANGLE OF INTERSECTION.
 EH2995'
 EH2995'STATION MARKS ARE STANDARD DISKS STAMPED METO 1965.  THE SURFACE
 EH2995'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2995'THE SURFACE OF THE GROUND.  IT IS 70 FEET SOUTH OF THE CENTERLINE
 EH2995'OF ROAD AND 48 FEET EAST OF THE CENTERLINE OF ROAD.  THE
 EH2995'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 45
 EH2995'INCHES BELOW THE SURFACE OF THE GROUND.
 EH2995'
 EH2995'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED METO NO 1 1965,
 EH2995'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 EH2995'12 FEET NORTH OF THE CENTERLINE OF ROAD AND 1 FOOT WEST OF
 EH2995'A METAL WITNESS POST.
 EH2995'
 EH2995'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED METO NO 2 1965,
 EH2995'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 EH2995'IT IS 72 FEET SOUTH OF THE CENTERLINE OF ROAD, 24 FEET WEST
 EH2995'OF THE CENTERLINE OF ROAD, AND 1 FOOT NORTH OF A METAL WITNESS
 EH2995'POST.
 EH2995'
 EH2995'AZIMUTH MARK, A STANDARD DISK STAMPED METO 1965, IS SET IN
 EH2995'A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 2
 EH2995'FEET SOUTHWEST OF A METAL WITNESS POST AND LOCATED AT THE
 EH2995'EAST EDGE OF A FIELD.
 EH2995'
 EH2995'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 EH2995'ACROSS OPEN FIELD FOR 0.15 MILE TO THE EAST EDGE OF FIELD
 EH2995'AND MARK.
 EH2995'
 EH2995'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2995'
 EH2995'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2995
 EH2995                          STATION RECOVERY (2003)
 EH2995
 EH2995'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1584 ***********************************************************************
 EJ1584  DESIGNATION -  METO 2
 EJ1584  PID         -  EJ1584
 EJ1584  STATE/COUNTY-  AR/LONOKE
 EJ1584  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1584
 EJ1584                         *CURRENT SURVEY CONTROL
 EJ1584  ___________________________________________________________________
 EJ1584* NAD 83(1997)-  34 47 07.41319(N)    092 00 05.75021(W)     ADJUSTED  
 EJ1584* NAVD 88     -        74.395  (meters)     244.08   (feet)  ADJUSTED  
 EJ1584  ___________________________________________________________________
 EJ1584  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 EJ1584  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EJ1584  DYNAMIC HT  -          74.326 (meters)     243.85  (feet)  COMP
 EJ1584  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 EJ1584
 EJ1584  HORZ ORDER  -  FIRST
 EJ1584  VERT ORDER  -  FIRST     CLASS II
 EJ1584
 EJ1584.The horizontal coordinates were established by classical geodetic methods
 EJ1584.and adjusted by the National Geodetic Survey in September 1999..
 EJ1584
 EJ1584.The orthometric height was determined by differential leveling
 EJ1584.and adjusted by the National Geodetic Survey in June 1991..
 EJ1584
 EJ1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1584
 EJ1584.The geoid height was determined by GEOID03.
 EJ1584
 EJ1584.The dynamic height is computed by dividing the NAVD 88
 EJ1584.geopotential number by the normal gravity value computed on the
 EJ1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1584.degrees latitude (g = 980.6199 gals.).
 EJ1584
 EJ1584.The modeled gravity was interpolated from observed gravity values.
 EJ1584
 EJ1584;                    North         East     Units Scale Factor Converg.
 EJ1584;SPC AR S     -   635,001.276   399,853.807   MT  1.00000423   -0 00 03.2
 EJ1584;SPC AR S     - 2,083,333.35  1,311,853.70   sFT  1.00000423   -0 00 03.2
 EJ1584;UTM  15      - 3,849,698.404   591,344.754   MT  0.99970284   +0 34 10.7
 EJ1584
 EJ1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1584!SPC AR S     -   0.99999252  x   1.00000423  =   0.99999675
 EJ1584!UTM  15      -   0.99999252  x   0.99970284  =   0.99969536
 EJ1584
 EJ1584|---------------------------------------------------------------------|
 EJ1584| PID    Reference Object                     Distance      Geod. Az  |
 EJ1584|                                                           dddmmss.s |
 EJ1584| EJ1585 METO 2 RM 1                          35.176 METERS 02430     |
 EJ1584| EH2403 METO 2 AZ MK                                       0603041.7 |
 EJ1584| EH3082 LONOKE COM CO SHORT WATER TK        APPROX. 8.3 KM 0901645.2 |
 EJ1584| EH3081 LONOKE MUNICIPAL TANK               APPROX. 9.4 KM 0912619.1 |
 EJ1584| EJ1586 METO 2 RM 2                          30.448 METERS 09435     |
 EJ1584| EH3083 DALLAS LOUISVILLE AWY BCN 32        APPROX. 1.2 KM 1485758.6 |
 EJ1584| EJ1583 METO RM 2                             3.318 METERS 17334     |
 EJ1584| EJ1570 METO                                 26.458 METERS 19208     |
 EJ1584| EJ1582 METO RM 1                            29.025 METERS 27053     |
 EJ1584|---------------------------------------------------------------------|
 EJ1584
 EJ1584                          SUPERSEDED SURVEY CONTROL
 EJ1584
 EJ1584  NAD 83(1986)-  34 47 07.41948(N)    092 00 05.74149(W) AD(       ) 1
 EJ1584  NAD 27      -  34 47 07.09500(N)    092 00 05.23200(W) AD(       ) 1
 EJ1584  NGVD 29 (??/??/92)   74.418  (m)          244.15   (f) ADJ UNCH    1 2
 EJ1584
 EJ1584.Superseded values are not recommended for survey control.
 EJ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1584.See file dsdata.txt to determine how the superseded data were derived.
 EJ1584
 EJ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9134549698(NAD 83)
 EJ1584_MARKER: DS = TRIANGULATION STATION DISK
 EJ1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1584_STAMPING: METO 2 1940
 EJ1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1584+STABILITY: SURFACE MOTION
 EJ1584
 EJ1584  HISTORY     - Date     Condition        Report By
 EJ1584  HISTORY     - 1940     MONUMENTED       CGS
 EJ1584  HISTORY     - 1954     GOOD             CGS
 EJ1584  HISTORY     - 1967     GOOD             CGS
 EJ1584  HISTORY     - 1967     GOOD             NGS
 EJ1584
 EJ1584                          STATION DESCRIPTION
 EJ1584
 EJ1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1584'STATION IS LOCATED ABOUT 15 MILES NE OF LITTLE ROCK, 5.5
 EJ1584'MILES W OF LONOKE AND 0.35 MILE W OF METO RAILROAD STATION
 EJ1584'ON LAND OWNED AND OCCUPIED BY JOE DAVIS.
 EJ1584'
 EJ1584'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1584'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1584'
 EJ1584'THE SURFACE MARK IS SET 4 INCHES BELOW THE SURFACE AND IS
 EJ1584'25 FEET S OF A GATE, 16 FEET N OF THE EDGE OF A HIGH BANK,
 EJ1584'13 FEET N OF A WHITE REFERENCE POST, 75 FEET S OF DAVIS
 EJ1584'HOUSE AND 26.442 METERS N OF STATION METO 1916 - 1920.
 EJ1584'
 EJ1584'REFERENCE MARK NO.1 PROJECTS 4 INCHES AND IS 1 FOOT E OF A
 EJ1584'FENCE CORNER, 5 FEET W OF THE CENTER OF A FARM LANE AND ON
 EJ1584'SAME LEVEL AS STATION.  IT IS STAMPED METO 2 1940.
 EJ1584'
 EJ1584'REFERENCE MARK NO.2 PROJECTS 6 INCHES AND IS 6 FEET N OF THE
 EJ1584'EDGE OF A HIGH BANK, 16 FEET S OF THE CENTER OF A FARM LANE
 EJ1584'40 FEET E OF A 36-INCH OAK TREE AND ON THE SAME LEVEL AS
 EJ1584'THE STATION.  IT IS STAMPED METO 1940.
 EJ1584'
 EJ1584'THE REFERENCE MARKS FROM THE ORIGINAL METO ARE BEING USED
 EJ1584'ALSO FOR THIS STATION.  REFERENCE MARK NO.1 (1916-1920)
 EJ1584'PROJECTS 1 INCH AND IS 2 FEET S OF A FENCE, 9 FEET N OF THE
 EJ1584'CENTER OF A FARM LANE AND IS ON THE LEVEL AS THE STATION.
 EJ1584'REFERENCE MARK NO.2 (1916-1920) IS SET FLUSH WITH THE GROUND
 EJ1584'AT THE EDGE OF A HIGH BANK 3.318 METERS SSE OF THE STATION AND
 EJ1584'IS ON THE SAME LEVEL.
 EJ1584'
 EJ1584'THE AZIMUTH MARK IS ABOUT 0.3 MILE ENE OF THE STATION.  IT
 EJ1584'PROJECTS 6 INCHES AND IS 21 FEET W OF THE CENTER OF A DIRT
 EJ1584'ROAD, 1 FOOT E OF A FENCE AND 2.5 FEET S OF A WHITE REFERENCE
 EJ1584'POST.
 EJ1584'
 EJ1584'TO REACH THE AZIMUTH MARK FROM STATION, GO E ON FARM LANE
 EJ1584'0.3 MILE TO A DIRT ROAD LEFT (N) TURN LEFT AND GO 0.1 MILE
 EJ1584'TO AZIMUTH MARK ON THE LEFT (W) SIDE OF ROAD.
 EJ1584'
 EJ1584'STATION METO IS SET FLUSH WITH THE GROUND NEAR THE N RAIL
 EJ1584'OF THE RAILROAD.  ABOUT 5 FEET LOWER THAN STATION (METO
 EJ1584'2 1940) AND 11 FEET N OF THE N RAIL OF THE RAILROAD, 36
 EJ1584'FEET N OF A TELEPHONE POLE WHICH HAS THE LETTERS B.M. PAINTED
 EJ1584'ON THE N SIDE.  AIRWAY BEACON NO.32 IS VISIBLE FROM THE
 EJ1584'GROUND AT THE STATION.  IT IS LOCATED ABOUT 0.6 MILE SE
 EJ1584'OF THE STATION ON THE E SIDE OF THE ROAD LEADING TO STATION
 EJ1584'AND IS ABOUT 300 FEET E OF A DIRT ROAD, 20 FEET E OF A FENCE
 EJ1584'AND ABOUT 300 FEET S OF A SMALL RIVER.  BEACON IS A STANDARD
 EJ1584'RED-AND-WHITE 50-FOOT REVOLVING AIRWAY BEACON.
 EJ1584'
 EJ1584'TO REACH THE STATION FROM THE RAILROAD STATION IN THE SETTLEMENT
 EJ1584'OF METO, GO W ON A FARM LANE 0.3 MILE TO THE HOME OF JOE
 EJ1584'DAVIS AND STATION IN FRONT OF HOUSE.
 EJ1584'
 EJ1584'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 EJ1584
 EJ1584                          STATION RECOVERY (1954)
 EJ1584
 EJ1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EJ1584'5.7 MI. W ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EJ1584'FROM THE STATION AT LONOKE, 0.3 MI. W OF THE STATION SIGN
 EJ1584'AT METO, 56.4 FT. S OF A HOUSE, 95.5 FT. E OF REFERENCE
 EJ1584'MARK 1 METO, 12 FT. N OF A 16-IN. FORKED CHINABERRY TREE,
 EJ1584'13 FT. N OF A WITNESS POST, A TRIANGULATION-STATION DISK,
 EJ1584'SET IN THE TOP OF A CONCRETE POST 0.5 FT. BELOW THE TOP OF
 EJ1584'THE GROUND, AND STAMPED METO 2 1940.
 EJ1584'
 EJ1584'REFERENCE MARK 1 IS 113 FT. NW OF REFERENCE MARK 2 METO,
 EJ1584'28 FT. E OF A 14-IN. TREE, 42 FT. NE OF THE NE CORNER OF
 EJ1584'A HOUSE, IN A COTTON FIELD, A REFERENCE-MARK DISK, SET IN
 EJ1584'THE TOP OF A CONCRETE POST PROJECTING 0.1 FT. ABOVE THE
 EJ1584'GROUND, AND STAMPED METO 2 NO 1 1916 1920 1940.
 EJ1584'
 EJ1584'REFERENCE MARK 2 IS 140.4 FT. NE OF TRIANGULATION STATION
 EJ1584'METO, 112 FT. SE OF THE SE CORNER OF A HOUSE, 89 FT. N OF
 EJ1584'THE N RAIL OF THE MAIN TRACK, 12 FT. SW OF THE CENTERLINE
 EJ1584'OF A PRIVATE ROAD, 1.4 FT. E OF A WITNESS POST, 6 FT. ABOVE
 EJ1584'THE TOP OF THE RAILS, A REFERENCE-MARK DISK, SET IN THE
 EJ1584'TOP OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE THE GROUND,
 EJ1584'AND STAMPED METO 2 NO 2 1916 1920 1940.
 EJ1584'
 EJ1584'AZIMUTH MARK IS 0.35 MI. NE OF TRIANGULATION STATION METO
 EJ1584'2, 0.25 MI. N ALONG A GRADED DIRT ROAD FROM THE STATION
 EJ1584'SIGN AT METO, 270 FT. S OF A JOG IN THE ROAD, 25 FT. W OF
 EJ1584'THE CENTERLINE OF THE ROAD, 0.4 FT. W OF A FENCE, 1.6 FT.
 EJ1584'S OF A WITNESS POST, AN AZIMUTH-MARK DISK, SET IN THE TOP
 EJ1584'OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE GROUND,
 EJ1584'AND STAMPED METO 2 1940.
 EJ1584
 EJ1584                          STATION RECOVERY (1967)
 EJ1584
 EJ1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ1584'STATION MARK, AZIMUTH MARK, REFERENCE MARK 2 AND METO 1916
 EJ1584'1920 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 HAS
 EJ1584'BEEN DESTROYED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EJ1584'
 EJ1584'STATION IS LOCATED ON THE NORTH SIDE OF THE CHICAGO, ROCK
 EJ1584'ISLAND AND PACIFIC RAILROAD, ABOUT 6 MILES WEST OF LONOKE,
 EJ1584'15 MILES NORTHEAST OF LITTLE ROCK AND 5 MILES EAST OF KERR
 EJ1584'JUNCTION.
 EJ1584'
 EJ1584'TO REACH FROM KERR JUNCTION WHICH IS ABOUT 1 MILE EAST OF
 EJ1584'PULASKI-LONOKE COUNTY LINE, GO EAST ON U.S. HIGHWAY 70 FOR
 EJ1584'3.55 MILES TO A CROSS ROAD AND GUY T. GIBBS GROCERY ON THE
 EJ1584'RIGHT.  TURN LEFT AND GO NORTHERLY ON FARM ROAD FOR 1.8
 EJ1584'MILES TO RAILROAD TRACKS AND STATION.  TO REACH THE AZIMUTH
 EJ1584'MARK FROM THE STATION, GO EAST ON FIELD ROAD FOR 0.3 MILE TO
 EJ1584'WHERE THE ROAD CROSSES THE TRACKS.  TURN LEFT, CROSS TRACKS
 EJ1584'AND GO NORTH ON FARM ROAD FOR 0.2 MILE TO THE MARK ON THE
 EJ1584'LEFT.
 EJ1584'
 EJ1584'STATION MARK IS A STANDARD DISK, STAMPED METO 2 1940, SET
 EJ1584'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST 5 INCHES BELOW
 EJ1584'THE GROUND SURFACE.  IT IS 97 FEET NORTH OF THE NORTH RAIL
 EJ1584'OF THE TRACKS, 12 FEET NORTH OF A 17 INCH FORKED CHINABERRY
 EJ1584'TREE, 10 FEET NORTH OF THE EDGE OF A BANK AND 1 FOOT SOUTH
 EJ1584'OF A METAL WITNESS POST.
 EJ1584'
 EJ1584'METO 1916 1920, IS A STANDARD STATION MARK DISK, STAMPED METO
 EJ1584'1916 1920, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 EJ1584'WITH THE GROUND SURFACE.  IT IS 11 FEET NORTH OF THE NORTH
 EJ1584'RAIL, 1 FOOT SOUTH OF A METAL WITNESS POST AND 0.25 MILE
 EJ1584'WEST OF MILEPOST 117.
 EJ1584'
 EJ1584'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED METO 2 NO 2
 EJ1584'1916 1920 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 EJ1584'POST PROJECTING 6 INCHES.  IT IS 89 FEET NORTH OF THE NORTH
 EJ1584'RAIL OF THE TRACKS, 12 FEET SOUTHWEST OF A FIELD ROAD, 6
 EJ1584'FEET ABOVE THE TOP OF THE RAILS, 1.5 FEET WEST OF A METAL
 EJ1584'WITNESS POST.
 EJ1584'
 EJ1584'AZIMUTH MARK IS A STANDARD DISK, STAMPED METO 2 1940, SET
 EJ1584'IN THE TOP OF A 11 INCH SQUARE CONCRETE POST FLUSH WITH
 EJ1584'THE GROUND SURFACE.  IT IS 270 FEET SOUTH OF A JOG IN THE ROAD,
 EJ1584'25 FEET WEST OF THE CENTER OF FARM ROAD, 1 FOOT WEST OF
 EJ1584'A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 EJ1584'
 EJ1584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.7 MILES
 EJ1584'WEST OF LONOKE
 EJ1584
 EJ1584                          STATION RECOVERY (1967)
 EJ1584
 EJ1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EJ1584'5.7 MI W FROM LONOKE.
 EJ1584'IT IS 5.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ1584'RAILROAD FROM THE STATION IN LONOKE, 0.25 MILE WEST OF MILEPOST 117,
 EJ1584'100.5 FEET WEST OF METO 2 RM 2, 97 FEET NORTH OF THE NORTH RAIL OF THE
 EJ1584'TRACKS, 12 FEET NORTH OF A 17 INCH FORKED CHINABERRY TREE, 10 FEET
 EJ1584'NORTH OF THE EDGE OF A CUT BANK AND 1 FOOT SOUTH OF A METAL WITNESS
 EJ1584'POST.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST 5
 EJ1584'INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2403 ***********************************************************************
 EH2403  DESIGNATION -  METO 2 AZ MK
 EH2403  PID         -  EH2403
 EH2403  STATE/COUNTY-  AR/LONOKE
 EH2403  USGS QUAD   -  LONOKE (1982)
 EH2403
 EH2403                         *CURRENT SURVEY CONTROL
 EH2403  ___________________________________________________________________
 EH2403* NAD 83(1986)-  34 47 18.     (N)    091 59 44.     (W)     SCALED    
 EH2403* NAVD 88     -        75.041  (meters)     246.20   (feet)  ADJUSTED  
 EH2403  ___________________________________________________________________
 EH2403  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2403  DYNAMIC HT  -          74.972 (meters)     245.97  (feet)  COMP
 EH2403  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 EH2403
 EH2403  VERT ORDER  -  FIRST     CLASS II
 EH2403
 EH2403.The horizontal coordinates were scaled from a topographic map and have
 EH2403.an estimated accuracy of +/- 6 seconds.
 EH2403
 EH2403.The orthometric height was determined by differential leveling
 EH2403.and adjusted by the National Geodetic Survey in June 1991..
 EH2403
 EH2403.The geoid height was determined by GEOID03.
 EH2403
 EH2403.The dynamic height is computed by dividing the NAVD 88
 EH2403.geopotential number by the normal gravity value computed on the
 EH2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2403.degrees latitude (g = 980.6199 gals.).
 EH2403
 EH2403.The modeled gravity was interpolated from observed gravity values.
 EH2403
 EH2403;                    North         East    Units  Estimated Accuracy
 EH2403;SPC AR S     -   635,330.      400,410.      MT  (+/- 180 meters Scaled)
 EH2403
 EH2403                          SUPERSEDED SURVEY CONTROL
 EH2403
 EH2403  NGVD 29 (??/??/??)   75.064  (m)          246.27   (f) ADJUSTED    1 2
 EH2403
 EH2403.Superseded values are not recommended for survey control.
 EH2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2403.See file dsdata.txt to determine how the superseded data were derived.
 EH2403
 EH2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU918500(NAD 83)
 EH2403_MARKER: DZ = AZIMUTH MARK DISK
 EH2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2403_STAMPING: METO 2 1940
 EH2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2403+STABILITY: SURFACE MOTION
 EH2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2403+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2403
 EH2403  HISTORY     - Date     Condition        Report By
 EH2403  HISTORY     - 1940     MONUMENTED       CGS
 EH2403  HISTORY     - 1967     GOOD             CGS
 EH2403  HISTORY     - 20030609 GOOD             USACE
 EH2403
 EH2403                          STATION DESCRIPTION
 EH2403
 EH2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2403'5.4 MI W FROM LONOKE.
 EH2403'IT IS 5.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2403'RAILROAD, THENCE NORTH 0.2 MILE ALONG A FIELD ROAD, 270 FEET SOUTH OF
 EH2403'A JOG IN THE ROAD, 25 FEET WEST OF THE CENTER OF THE FIELD ROAD, 1
 EH2403'FOOT WEST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST AND SET IN
 EH2403'THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EH2403'SURFACE.
 EH2403
 EH2403                          STATION RECOVERY (2003)
 EH2403
 EH2403'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1586 ***********************************************************************
 EJ1586  DESIGNATION -  METO 2 RM 2
 EJ1586  PID         -  EJ1586
 EJ1586  STATE/COUNTY-  AR/LONOKE
 EJ1586  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1586
 EJ1586                         *CURRENT SURVEY CONTROL
 EJ1586  ___________________________________________________________________
 EJ1586* NAD 83(1986)-  34 47 07.     (N)    092 00 06.     (W)     SCALED    
 EJ1586* NAVD 88     -        74.878  (meters)     245.66   (feet)  ADJUSTED  
 EJ1586  ___________________________________________________________________
 EJ1586  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EJ1586  DYNAMIC HT  -          74.808 (meters)     245.43  (feet)  COMP
 EJ1586  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 EJ1586
 EJ1586  VERT ORDER  -  FIRST     CLASS II
 EJ1586
 EJ1586.The horizontal coordinates were scaled from a topographic map and have
 EJ1586.an estimated accuracy of +/- 6 seconds.
 EJ1586
 EJ1586.The orthometric height was determined by differential leveling
 EJ1586.and adjusted by the National Geodetic Survey in June 1991..
 EJ1586
 EJ1586.The geoid height was determined by GEOID03.
 EJ1586
 EJ1586.The dynamic height is computed by dividing the NAVD 88
 EJ1586.geopotential number by the normal gravity value computed on the
 EJ1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1586.degrees latitude (g = 980.6199 gals.).
 EJ1586
 EJ1586.The modeled gravity was interpolated from observed gravity values.
 EJ1586
 EJ1586;                    North         East    Units  Estimated Accuracy
 EJ1586;SPC AR S     -   634,990.      399,850.      MT  (+/- 180 meters Scaled)
 EJ1586
 EJ1586                          SUPERSEDED SURVEY CONTROL
 EJ1586
 EJ1586  NGVD 29 (??/??/92)   74.901  (m)          245.74   (f) ADJ UNCH    1 2
 EJ1586
 EJ1586.Superseded values are not recommended for survey control.
 EJ1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1586.See file dsdata.txt to determine how the superseded data were derived.
 EJ1586
 EJ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU913496(NAD 83)
 EJ1586_MARKER: DR = REFERENCE MARK DISK
 EJ1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1586_STAMPING: METO 2 NO 2 1916 1920 1940
 EJ1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1586+STABILITY: SURFACE MOTION
 EJ1586
 EJ1586  HISTORY     - Date     Condition        Report By
 EJ1586  HISTORY     - 1940     MONUMENTED       CGS
 EJ1586  HISTORY     - 1967     GOOD             NGS
 EJ1586
 EJ1586                          STATION DESCRIPTION
 EJ1586
 EJ1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ1586'5.7 MI W FROM LONOKE.
 EJ1586'5.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EJ1586'FROM THE STATION AT LONOKE, 0.25 MILE WEST OF MILEPOST 117, 140.4 FEET
 EJ1586'NORTHEAST OF TRIANGULATION STATION METO 1916 1920, 89 FEET NORTH OF
 EJ1586'THE NORTH RAIL, 12 FEET SOUTHWEST OF A FIELD ROAD, 6 FEET ABOVE THE
 EJ1586'TOP OF THE RAILS, 1.5 FEET WEST OF A METAL WITNESS POST AND SET IN THE
 EJ1586'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1582 ***********************************************************************
 EJ1582  DESIGNATION -  METO RM 1
 EJ1582  PID         -  EJ1582
 EJ1582  STATE/COUNTY-  AR/LONOKE
 EJ1582  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1582
 EJ1582                         *CURRENT SURVEY CONTROL
 EJ1582  ___________________________________________________________________
 EJ1582* NAD 83(1986)-  34 47 06.     (N)    092 00 06.     (W)     SCALED    
 EJ1582* NAVD 88     -        74.502  (meters)     244.43   (feet)  ADJUSTED  
 EJ1582  ___________________________________________________________________
 EJ1582  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EJ1582  DYNAMIC HT  -          74.433 (meters)     244.20  (feet)  COMP
 EJ1582  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 EJ1582
 EJ1582  VERT ORDER  -  FIRST     CLASS II
 EJ1582
 EJ1582.The horizontal coordinates were scaled from a topographic map and have
 EJ1582.an estimated accuracy of +/- 6 seconds.
 EJ1582
 EJ1582.The orthometric height was determined by differential leveling
 EJ1582.and adjusted by the National Geodetic Survey in June 1991..
 EJ1582
 EJ1582.The geoid height was determined by GEOID03.
 EJ1582
 EJ1582.The dynamic height is computed by dividing the NAVD 88
 EJ1582.geopotential number by the normal gravity value computed on the
 EJ1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1582.degrees latitude (g = 980.6199 gals.).
 EJ1582
 EJ1582.The modeled gravity was interpolated from observed gravity values.
 EJ1582
 EJ1582;                    North         East    Units  Estimated Accuracy
 EJ1582;SPC AR S     -   634,960.      399,850.      MT  (+/- 180 meters Scaled)
 EJ1582
 EJ1582                          SUPERSEDED SURVEY CONTROL
 EJ1582
 EJ1582  NGVD 29 (??/??/92)   74.526  (m)          244.51   (f) ADJ UNCH    1 2
 EJ1582
 EJ1582.Superseded values are not recommended for survey control.
 EJ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1582.See file dsdata.txt to determine how the superseded data were derived.
 EJ1582
 EJ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU913496(NAD 83)
 EJ1582_MARKER: DR = REFERENCE MARK DISK
 EJ1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1582_STAMPING: R M 1 METO 1916 1920
 EJ1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1582+STABILITY: SURFACE MOTION
 EJ1582
 EJ1582  HISTORY     - Date     Condition        Report By
 EJ1582  HISTORY     - 1935     MONUMENTED       CGS
 EJ1582  HISTORY     - 1954     GOOD             NGS
 EJ1582  HISTORY     - 1967     MARK NOT FOUND   NGS
 EJ1582
 EJ1582                          STATION DESCRIPTION
 EJ1582
 EJ1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 EJ1582'5.7 MI W FROM LONOKE.
 EJ1582'5.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EJ1582'FROM THE STATION AT LONOKE, 0.3 MILE WEST OF THE STATION SIGN AT METO,
 EJ1582'95.5 FEET WEST OF TRIANGULATION STATION METO 2 1940, 94 FEET SOUTHWEST
 EJ1582'OF A HOUSE, 6 FEET NORTH OF THE CENTER LINE OF A LANE LEADING WEST,
 EJ1582'5.3 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 EJ1582'0.1 FOOT BELOW THE TOP OF THE GROUND.
 EJ1582
 EJ1582                          STATION RECOVERY (1967)
 EJ1582
 EJ1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EJ1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1853 ***********************************************************************
 FG1853  DESIGNATION -  MIDWAY
 FG1853  PID         -  FG1853
 FG1853  STATE/COUNTY-  AR/YELL
 FG1853  USGS QUAD   -  DANVILLE (1972)
 FG1853
 FG1853                         *CURRENT SURVEY CONTROL
 FG1853  ___________________________________________________________________
 FG1853* NAD 83(1997)-  35 04 50.51345(N)    093 24 46.71520(W)     ADJUSTED  
 FG1853* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 FG1853  ___________________________________________________________________
 FG1853  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 FG1853  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FG1853
 FG1853  HORZ ORDER  -  FIRST
 FG1853
 FG1853.The horizontal coordinates were established by classical geodetic methods
 FG1853.and adjusted by the National Geodetic Survey in September 1999..
 FG1853
 FG1853.The orthometric height was scaled from a topographic map.
 FG1853
 FG1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1853
 FG1853.The geoid height was determined by GEOID03.
 FG1853
 FG1853;                    North         East     Units Scale Factor Converg.
 FG1853;SPC AR N     -    83,838.551   271,146.466   MT  0.99997430   -0 49 20.0
 FG1853;SPC AR N     -   275,060.31    889,586.36   sFT  0.99997430   -0 49 20.0
 FG1853;UTM  15      - 3,882,070.225   462,352.140   MT  0.99961747   -0 14 14.5
 FG1853
 FG1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1853!SPC AR N     -   0.99998675  x   0.99997430  =   0.99996105
 FG1853!UTM  15      -   0.99998675  x   0.99961747  =   0.99960422
 FG1853
 FG1853|---------------------------------------------------------------------|
 FG1853| PID    Reference Object                     Distance      Geod. Az  |
 FG1853|                                                           dddmmss.s |
 FG1853| CI2509 MIDWAY RM 1                          19.446 METERS 03418     |
 FG1853| CI2508 MIDWAY AZ MK                                       1291004.0 |
 FG1853| FG1851 DANVILLE MUNICIPAL TANK             APPROX. 3.2 KM 1480127.4 |
 FG1853| CI2510 MIDWAY RM 2                           9.210 METERS 29014     |
 FG1853|---------------------------------------------------------------------|
 FG1853
 FG1853                          SUPERSEDED SURVEY CONTROL
 FG1853
 FG1853  NAD 83(1997)-  35 04 50.52500(N)    093 24 46.71070(W) AD(       ) 1
 FG1853  NAD 83(1986)-  35 04 50.52469(N)    093 24 46.71005(W) AD(       ) 1
 FG1853  NAD 27      -  35 04 50.20100(N)    093 24 46.03900(W) AD(       ) 1
 FG1853
 FG1853.Superseded values are not recommended for survey control.
 FG1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1853.See file dsdata.txt to determine how the superseded data were derived.
 FG1853
 FG1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6235282070(NAD 83)
 FG1853_MARKER: DS = TRIANGULATION STATION DISK
 FG1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1853
 FG1853  HISTORY     - Date     Condition        Report By
 FG1853  HISTORY     - 1940     MONUMENTED       CGS
 FG1853  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1853
 FG1853                          STATION DESCRIPTION
 FG1853
 FG1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1853'STATION IS LOCATED ABOUT 2.1 MILES WNW OF DANVILLE.
 FG1853'
 FG1853'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1853'BRONZE DISKS SET IN CONCRETE.
 FG1853'
 FG1853'STATION MARK IS SET 30 FEET S OF THE CENTER LINE OF THE
 FG1853'ROAD, 8 FEET N OF RIGHT-OF-WAY FENCE, 50 FEET W OF A TELEPHONE
 FG1853'POLE, 5.3 FEET E OF A STANDARD REFERENCE POST, AND ABOUT
 FG1853'125 YARDS E OF A FARMHOUSE.  THE DISK IS STAMPED MIDWAY 1940.
 FG1853'
 FG1853'REFERENCE MARK NO.1 IS NNE OF THE STATION, 34 FEET N OF THE
 FG1853'CENTER LINE OF THE ROAD, AND 2 FEET N OF THE FENCE LINE,
 FG1853'AND ON THE TOP OF THE BANK.  THE DISK IS STAMPED MIDWAY NO.2,
 FG1853'1940.
 FG1853'
 FG1853'REFERENCE MARK NO.2 IS W OF THE STATION 1 FOOT N OF THE
 FG1853'FENCE LINE AND 36 FEET S OF THE CENTER LINE OF THE ROAD.
 FG1853'THE DISK IS STAMPED MIDWAY NO.2 1940.
 FG1853'
 FG1853'THE AZIMUTH MARK IS ESE OF THE STATION, 38 FEET S OF THE
 FG1853'CENTER LINE OF THE ROAD, 3 FEET S OF A TELEPHONE POLE, 3
 FG1853'FEET W OF A STANDARD REFERENCE POST, AND 68 FEET W OF THE
 FG1853'DRIVEWAY AT THE ENTRANCE TO A STATE HIGHWAY SUB-STATION.
 FG1853'THE DISK IS STAMPED MIDWAY 1940.
 FG1853'
 FG1853'TO REACH THE STATION FROM THE COURTHOUSE IN THE W EDGE OF
 FG1853'DANVILLE, GO W AND N ON STATE ROAD 10 FOR 1.7 MILES TO THE
 FG1853'AZIMUTH MARK ON THE LEFT AT A STATE HIGHWAY SUPPLY STATION,
 FG1853'CONTINUE W 0.45 MILE TO THE STATION MARK ON THE LEFT AT THE
 FG1853'CENTER OF A LONG CURVE IN THE ROAD.
 FG1853
 FG1853                          STATION RECOVERY (1972)
 FG1853
 FG1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1853'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FG1853'SEARCHED FOR AND COULD NOT BE FOUND.  IT IS BELIEVED THAT THESE
 FG1853'MARKS WERE DESTROYED WHEN STATE HIGHWAY 10 WAS WIDEN AND SURFACED.
 FG1853'THE FARMHOUSE IS STILL THERE AND THE MEASUREMENT SHOW THAT THE
 FG1853'MARKS WOULD BE IN THE ROAD BED AND DITCH.  THE STATE HIGHWAY
 FG1853'SUB-STATION MENTIONED IN THE PREVIOUS DESCRIPTION HAS BEEN MOVED
 FG1853'AND HOUSES ARE BUILT IN THAT AREA.
 FG1853'
 FG1853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/4 MILES
 FG1853'NORTHWEST OF DANVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0500 ***********************************************************************
 GE0500  DESIGNATION -  MILEPOST 230
 GE0500  PID         -  GE0500
 GE0500  STATE/COUNTY-  AR/LAWRENCE
 GE0500  USGS QUAD   -  BLACK ROCK (1974)
 GE0500
 GE0500                         *CURRENT SURVEY CONTROL
 GE0500  ___________________________________________________________________
 GE0500* NAD 83(1986)-  36 00 02.     (N)    091 00 34.     (W)     SCALED    
 GE0500* NAVD 88     -        79.80   (+/-2cm)     261.8    (feet)  VERTCON   
 GE0500  ___________________________________________________________________
 GE0500  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GE0500
 GE0500  VERT ORDER  -  ? (See Below)
 GE0500
 GE0500.The horizontal coordinates were scaled from a topographic map and have
 GE0500.an estimated accuracy of +/- 6 seconds.
 GE0500
 GE0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0500.The vertical order pertains to the NGVD 29 superseded value.
 GE0500
 GE0500.The geoid height was determined by GEOID03.
 GE0500
 GE0500;                    North         East    Units  Estimated Accuracy
 GE0500;SPC AR N     -   185,420.      489,310.      MT  (+/- 180 meters Scaled)
 GE0500
 GE0500                          SUPERSEDED SURVEY CONTROL
 GE0500
 GE0500  NGVD 29 (??/??/92)   79.717  (m)          261.54   (f) ADJ UNCH    ?  
 GE0500
 GE0500.Superseded values are not recommended for survey control.
 GE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0500.See file dsdata.txt to determine how the superseded data were derived.
 GE0500
 GE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV794858(NAD 83)
 GE0500_MARKER: B = BOLT
 GE0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0500+STABILITY: SURFACE MOTION
 GE0500
 GE0500  HISTORY     - Date     Condition        Report By
 GE0500  HISTORY     - UNK      MONUMENTED       MPRR
 GE0500  HISTORY     - 1935     GOOD             NGS
 GE0500
 GE0500                          STATION DESCRIPTION
 GE0500
 GE0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GE0500'3.7 MI S FROM HOXIE.
 GE0500'3.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0500'STATION AT HOXIE, LAWRENCE COUNTY, IN THE TOP OF CONCRETE MILEPOST
 GE0500'230.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0523 ***********************************************************************
 FF0523  DESIGNATION -  MILEPOST 285
 FF0523  PID         -  FF0523
 FF0523  STATE/COUNTY-  AR/CROSS
 FF0523  USGS QUAD   -  WYNNE (1992)
 FF0523
 FF0523                         *CURRENT SURVEY CONTROL
 FF0523  ___________________________________________________________________
 FF0523* NAD 83(1986)-  35 09 32.     (N)    090 48 24.     (W)     SCALED    
 FF0523* NAVD 88     -        77.169  (meters)     253.18   (feet)  ADJUSTED  
 FF0523  ___________________________________________________________________
 FF0523  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 FF0523  DYNAMIC HT  -          77.099 (meters)     252.95  (feet)  COMP
 FF0523  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 FF0523
 FF0523  VERT ORDER  -  FIRST     CLASS II
 FF0523
 FF0523.The horizontal coordinates were scaled from a topographic map and have
 FF0523.an estimated accuracy of +/- 6 seconds.
 FF0523
 FF0523.The orthometric height was determined by differential leveling
 FF0523.and adjusted by the National Geodetic Survey in June 1991..
 FF0523.WARNING-Repeat measurements at this control monument indicate possible
 FF0523.vertical movement.
 FF0523
 FF0523.The geoid height was determined by GEOID03.
 FF0523
 FF0523.The dynamic height is computed by dividing the NAVD 88
 FF0523.geopotential number by the normal gravity value computed on the
 FF0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0523.degrees latitude (g = 980.6199 gals.).
 FF0523
 FF0523.The modeled gravity was interpolated from observed gravity values.
 FF0523
 FF0523;                    North         East    Units  Estimated Accuracy
 FF0523;SPC AR N     -    92,250.      508,720.      MT  (+/- 180 meters Scaled)
 FF0523
 FF0523                          SUPERSEDED SURVEY CONTROL
 FF0523
 FF0523  NGVD 29 (??/??/??)   77.139  (m)          253.08   (f) ADJUSTED    1 2
 FF0523
 FF0523.Superseded values are not recommended for survey control.
 FF0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0523.See file dsdata.txt to determine how the superseded data were derived.
 FF0523
 FF0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU997928(NAD 83)
 FF0523_MARKER: B = BOLT
 FF0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0523+STABILITY: SURFACE MOTION
 FF0523
 FF0523  HISTORY     - Date     Condition        Report By
 FF0523  HISTORY     - UNK      MONUMENTED       MPRR
 FF0523  HISTORY     - 1956     GOOD             CGS
 FF0523
 FF0523                          STATION DESCRIPTION
 FF0523
 FF0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0523'1.8 MI N FROM COLT.
 FF0523'ABOUT 1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0523'THE ROAD CROSSING AT COLT, 34 YARDS NORTHWEST AND ACROSS TRACK
 FF0523'FROM MILE POLE 285, ABOUT 0.75 MILE NORTH OF ST. FRANCIS-CROSS
 FF0523'COUNTY LINE, ABOUT 120 YARDS NORTH OF SWITCH STAND AT THE SOUTH
 FF0523'END OF Q SIDING, ABOUT 151 YARDS NORTH OF NORTH END OF BRIDGE
 FF0523'NO. 285.1, A COPPER BOLT IN THE TOP OF CONCRETE MILE POST 285,
 FF0523'7 1/2 FEET WEST OF WEST RAIL OF MAIN TRACK, ABOUT 1 FOOT BELOW
 FF0523'LEVEL OF TRACK AND PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0516 ***********************************************************************
 FF0516  DESIGNATION -  MILEPOST 290
 FF0516  PID         -  FF0516
 FF0516  STATE/COUNTY-  AR/ST FRANCIS
 FF0516  USGS QUAD   -  FORREST CITY (1976)
 FF0516
 FF0516                         *CURRENT SURVEY CONTROL
 FF0516  ___________________________________________________________________
 FF0516* NAD 83(1986)-  35 05 18.     (N)    090 49 06.     (W)     SCALED    
 FF0516* NAVD 88     -        75.567  (meters)     247.92   (feet)  ADJUSTED  
 FF0516  ___________________________________________________________________
 FF0516  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0516  DYNAMIC HT  -          75.499 (meters)     247.70  (feet)  COMP
 FF0516  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 FF0516
 FF0516  VERT ORDER  -  FIRST     CLASS II
 FF0516
 FF0516.The horizontal coordinates were scaled from a topographic map and have
 FF0516.an estimated accuracy of +/- 6 seconds.
 FF0516
 FF0516.The orthometric height was determined by differential leveling
 FF0516.and adjusted by the National Geodetic Survey in June 1991..
 FF0516
 FF0516.The geoid height was determined by GEOID03.
 FF0516
 FF0516.The dynamic height is computed by dividing the NAVD 88
 FF0516.geopotential number by the normal gravity value computed on the
 FF0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0516.degrees latitude (g = 980.6199 gals.).
 FF0516
 FF0516.The modeled gravity was interpolated from observed gravity values.
 FF0516
 FF0516;                    North         East    Units  Estimated Accuracy
 FF0516;SPC AR N     -    84,410.      507,750.      MT  (+/- 180 meters Scaled)
 FF0516
 FF0516                          SUPERSEDED SURVEY CONTROL
 FF0516
 FF0516  NGVD 29 (??/??/??)   75.542  (m)          247.84   (f) ADJUSTED    1 2
 FF0516
 FF0516.Superseded values are not recommended for survey control.
 FF0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0516.See file dsdata.txt to determine how the superseded data were derived.
 FF0516
 FF0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU988850(NAD 83)
 FF0516_MARKER: B = BOLT
 FF0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0516+STABILITY: SURFACE MOTION
 FF0516
 FF0516  HISTORY     - Date     Condition        Report By
 FF0516  HISTORY     - UNK      MONUMENTED       MPRR
 FF0516  HISTORY     - 1956     GOOD             CGS
 FF0516
 FF0516                          STATION DESCRIPTION
 FF0516
 FF0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0516'0.8 MI N FROM CALDWELL.
 FF0516'ABOUT 0.85 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0516'THE ROAD CROSSING AT CALDWELL, ABOUT 93 YARDS SOUTH OF A FIELD
 FF0516'ROAD CROSSING, AT RIGHT ANGLE ACROSS TRACK FROM MILE POLE 290,
 FF0516'7 FEET WEST OF WEST RAIL OF MAIN TRACK, A COPPER BOLT IN THE TOP OF
 FF0516'CONCRETE MILE POST 290, ABOUT LEVEL WITH TRACK AND PROJECTING 12
 FF0516'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0559 ***********************************************************************
 FF0559  DESIGNATION -  MILEPOST 325
 FF0559  PID         -  FF0559
 FF0559  STATE/COUNTY-  AR/CROSS
 FF0559  USGS QUAD   -  HAMLIN (1984)
 FF0559
 FF0559                         *CURRENT SURVEY CONTROL
 FF0559  ___________________________________________________________________
 FF0559* NAD 83(1986)-  35 14 05.     (N)    090 55 28.     (W)     SCALED    
 FF0559* NAVD 88     -        66.787  (meters)     219.12   (feet)  ADJUSTED  
 FF0559  ___________________________________________________________________
 FF0559  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0559  DYNAMIC HT  -          66.727 (meters)     218.92  (feet)  COMP
 FF0559  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 FF0559
 FF0559  VERT ORDER  -  FIRST     CLASS II
 FF0559
 FF0559.The horizontal coordinates were scaled from a topographic map and have
 FF0559.an estimated accuracy of +/- 6 seconds.
 FF0559
 FF0559.The orthometric height was determined by differential leveling
 FF0559.and adjusted by the National Geodetic Survey in June 1991..
 FF0559
 FF0559.The geoid height was determined by GEOID03.
 FF0559
 FF0559.The dynamic height is computed by dividing the NAVD 88
 FF0559.geopotential number by the normal gravity value computed on the
 FF0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0559.degrees latitude (g = 980.6199 gals.).
 FF0559
 FF0559.The modeled gravity was interpolated from observed gravity values.
 FF0559
 FF0559;                    North         East    Units  Estimated Accuracy
 FF0559;SPC AR N     -   100,540.      497,900.      MT  (+/- 180 meters Scaled)
 FF0559
 FF0559                          SUPERSEDED SURVEY CONTROL
 FF0559
 FF0559  NGVD 29 (??/??/??)   66.755  (m)          219.01   (f) ADJUSTED    1 2
 FF0559
 FF0559.Superseded values are not recommended for survey control.
 FF0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0559.See file dsdata.txt to determine how the superseded data were derived.
 FF0559
 FF0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV888010(NAD 83)
 FF0559_MARKER: B = BOLT
 FF0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0559+STABILITY: SURFACE MOTION
 FF0559
 FF0559  HISTORY     - Date     Condition        Report By
 FF0559  HISTORY     - UNK      MONUMENTED       MPRR
 FF0559  HISTORY     - 1956     GOOD             CGS
 FF0559
 FF0559                          STATION DESCRIPTION
 FF0559
 FF0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0559'6.2 MI E FROM FAIROAKS.
 FF0559'ABOUT 6.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0559'STATION AT FAIROAKS, ABOUT 0.2 MILE EAST OF ROAD CROSSING AT
 FF0559'HAMLIN, 81 FEET SOUTHEAST AND ACROSS TRACK FROM MILE POLE 325,
 FF0559'7.2 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, A COPPER BOLT IN THE
 FF0559'TOP OF CONCRETE MILE POST, ABOUT 1 1/2 FEET BELOW LEVEL OF
 FF0559'TRACK AND PROJECTING 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0545 ***********************************************************************
 FF0545  DESIGNATION -  MILEPOST 330
 FF0545  PID         -  FF0545
 FF0545  STATE/COUNTY-  AR/CROSS
 FF0545  USGS QUAD   -  WYNNE (1992)
 FF0545
 FF0545                         *CURRENT SURVEY CONTROL
 FF0545  ___________________________________________________________________
 FF0545* NAD 83(1986)-  35 13 42.     (N)    090 50 06.     (W)     SCALED    
 FF0545* NAVD 88     -        70.910  (meters)     232.64   (feet)  ADJUSTED  
 FF0545  ___________________________________________________________________
 FF0545  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0545  DYNAMIC HT  -          70.846 (meters)     232.43  (feet)  COMP
 FF0545  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FF0545
 FF0545  VERT ORDER  -  FIRST     CLASS II
 FF0545
 FF0545.The horizontal coordinates were scaled from a topographic map and have
 FF0545.an estimated accuracy of +/- 6 seconds.
 FF0545
 FF0545.The orthometric height was determined by differential leveling
 FF0545.and adjusted by the National Geodetic Survey in June 1991..
 FF0545
 FF0545.The geoid height was determined by GEOID03.
 FF0545
 FF0545.The dynamic height is computed by dividing the NAVD 88
 FF0545.geopotential number by the normal gravity value computed on the
 FF0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0545.degrees latitude (g = 980.6199 gals.).
 FF0545
 FF0545.The modeled gravity was interpolated from observed gravity values.
 FF0545
 FF0545;                    North         East    Units  Estimated Accuracy
 FF0545;SPC AR N     -    99,920.      506,050.      MT  (+/- 180 meters Scaled)
 FF0545
 FF0545                          SUPERSEDED SURVEY CONTROL
 FF0545
 FF0545  NGVD 29 (??/??/??)   70.878  (m)          232.54   (f) ADJUSTED    1 2
 FF0545
 FF0545.Superseded values are not recommended for survey control.
 FF0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0545.See file dsdata.txt to determine how the superseded data were derived.
 FF0545
 FF0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV970005(NAD 83)
 FF0545_MARKER: B = BOLT
 FF0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0545+STABILITY: SURFACE MOTION
 FF0545
 FF0545  HISTORY     - Date     Condition        Report By
 FF0545  HISTORY     - UNK      MONUMENTED       MPRR
 FF0545  HISTORY     - 1956     GOOD             CGS
 FF0545
 FF0545                          STATION DESCRIPTION
 FF0545
 FF0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0545'2.4 MI W FROM WYNNE.
 FF0545'ABOUT 2.45 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0545'THE STATION AT WYNNE, AT RIGHT ANGLE ACROSS TRACK FROM MILE POLE
 FF0545'330, 17 YARDS EAST OF SIGNAL NO. 329.8, A COPPER BOLT IN THE
 FF0545'TOP OF CONCRETE MILE POST, 7 FEET SOUTH OF SOUTH RAIL, ABOUT
 FF0545'1/2 FOOT BELOW LEVEL OF TRACK AND PROJECTING 13 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2042 ***********************************************************************
 EJ2042  DESIGNATION -  MILL
 EJ2042  PID         -  EJ2042
 EJ2042  STATE/COUNTY-  AR/SCOTT
 EJ2042  USGS QUAD   -  BRUSHY CREEK MOUNTAIN (1985)
 EJ2042
 EJ2042                         *CURRENT SURVEY CONTROL
 EJ2042  ___________________________________________________________________
 EJ2042* NAD 83(1997)-  34 42 49.94409(N)    093 49 20.91408(W)     ADJUSTED  
 EJ2042* NAVD 88     -       536.5    (meters)    1760.     (feet)  VERTCON   
 EJ2042  ___________________________________________________________________
 EJ2042  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 EJ2042  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EJ2042
 EJ2042  HORZ ORDER  -  SECOND
 EJ2042
 EJ2042.The horizontal coordinates were established by classical geodetic methods
 EJ2042.and adjusted by the National Geodetic Survey in September 1999..
 EJ2042
 EJ2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2042
 EJ2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2042
 EJ2042.The geoid height was determined by GEOID03.
 EJ2042
 EJ2042;                    North         East     Units Scale Factor Converg.
 EJ2042;SPC AR N     -    43,763.626   233,053.558   MT  1.00005038   -1 03 37.8
 EJ2042;SPC AR N     -   143,581.16    764,609.88   sFT  1.00005038   -1 03 37.8
 EJ2042;UTM  15      - 3,841,621.306   424,686.458   MT  0.99966991   -0 28 06.3
 EJ2042
 EJ2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2042!SPC AR N     -   0.99992043  x   1.00005038  =   0.99997081
 EJ2042!UTM  15      -   0.99992043  x   0.99966991  =   0.99959037
 EJ2042
 EJ2042|---------------------------------------------------------------------|
 EJ2042| PID    Reference Object                     Distance      Geod. Az  |
 EJ2042|                                                           dddmmss.s |
 EJ2042| CX6750 MILL RM 1                             8.223 METERS 12422     |
 EJ2042| CX6751 MILL RM 2                             4.804 METERS 19401     |
 EJ2042| EJ2053 ABBOTT                              APPROX.10.0 KM 3575215.7 |
 EJ2042|---------------------------------------------------------------------|
 EJ2042
 EJ2042                          SUPERSEDED SURVEY CONTROL
 EJ2042
 EJ2042  NAD 83(1997)-  34 42 49.95163(N)    093 49 20.90992(W) AD(       ) 2
 EJ2042  NAD 83(1986)-  34 42 49.95235(N)    093 49 20.90612(W) AD(       ) 2
 EJ2042  NAD 27      -  34 42 49.60310(N)    093 49 20.17490(W) AD(       ) 2
 EJ2042  NGVD 29 (07/19/86)  536.4    (m)         1760.     (f) VERT ANG       
 EJ2042
 EJ2042.Superseded values are not recommended for survey control.
 EJ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2042.See file dsdata.txt to determine how the superseded data were derived.
 EJ2042
 EJ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2468641621(NAD 83)
 EJ2042_MARKER: DS = TRIANGULATION STATION DISK
 EJ2042_SETTING: 66 = SET IN ROCK OUTCROP
 EJ2042
 EJ2042  HISTORY     - Date     Condition        Report By
 EJ2042  HISTORY     - 1956     MONUMENTED       CGS
 EJ2042  HISTORY     - 1959     GOOD             CGS
 EJ2042
 EJ2042                          STATION DESCRIPTION
 EJ2042
 EJ2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2042'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST ON MILL
 EJ2042'CREEK MOUNTAIN, ABOUT 4-1/2 MILES SOUTH OF FORESTER, AND ABOUT
 EJ2042'2 MILES NORTH OF U.S. HIGHWAY 270.  THERE IS A HIGHER ELEVATION
 EJ2042'APPROXIMATELY 1 MILE TO THE NORTHEAST.
 EJ2042'
 EJ2042'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 270 AT
 EJ2042'Y CITY, WHICH IS 14 MILES SOUTH OF WALDRON, DRIVE EAST ALONG U.S.
 EJ2042'HIGHWAY 270 FOR 12.1 MILES TO A ROAD RIGHT AND SIGN BUCK KNOB
 EJ2042'L.O. 9 SHORTLY AFTER CROSSING A SMALL CONCRETE BRIDGE.  CONTINUE
 EJ2042'EAST ON THE HIGHWAY FOR 0.6 MILE TO THE SCOTT-MONTGOMERY
 EJ2042'COUNTY LINE.  CONTINUE EAST FOR 3.7 MILES TO A GRAVEL ROAD LEFT.
 EJ2042'TURN LEFT (NORTH) AND GO 2.2 MILES TO THE TOP OF A LOW BUT
 EJ2042'DISTINCT RISE.  CONTINUE NORTHWESTERLY FOR 0.3 MILE TO A POINT
 EJ2042'WHERE THE ROAD LEVELS.  CONTINUE FOR 0.05 MILE TO A SLIGHT
 EJ2042'DRAW AND THE END OF TRUCK TRAVEL AT A 8-INCH TRIANGLE BLAZE ON
 EJ2042'A 12-INCH OAK TREE THAT IS ABOUT 25 YARDS WEST OF THE
 EJ2042'DRAW.  PACK NORTHEAST UP THE SLOPE FOR APPROXIMATELY 15
 EJ2042'MINUTES TO THE HIGHEST POINT OF THE RIDGE AND THE
 EJ2042'STATION.
 EJ2042'
 EJ2042'THE STATION MARK, REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS.
 EJ2042'
 EJ2042'THE STATION MARK, STAMPED MILL 1956, IS SET IN BEDROCK THAT IS
 EJ2042'FLUSH WITH THE GROUND.  THE MARK IS ON THE CREST AND HIGHEST
 EJ2042'OF THE EAST-WEST RIDGE.
 EJ2042'
 EJ2042'REFERENCE MARK 1, STAMPED MILL NO 1 1956, IS SET IN A DRILL
 EJ2042'HOLE IN BEDROCK THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 EJ2042'THE MARK IS APPROXIMATELY 18 INCHES LOWER THAN THE STATION.
 EJ2042'
 EJ2042'REFERENCE MARK2, STAMPED MILL NO 2 1956, IS SET IN THE TOP OF A
 EJ2042'LARGE BOULDER THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 EJ2042'THE MARK IS ON THE SOUTH SLOPE OF THE HILL AND IS ABOUT 2
 EJ2042'FEET LOWER THAN THE STATION.
 EJ2042'
 EJ2042'NO AZIMUTH MARK WAS ESTABLISHED AS THERE IS NO SUITABLE
 EJ2042'LOCATION AT THIS STATION.
 EJ2042
 EJ2042                          STATION RECOVERY (1959)
 EJ2042
 EJ2042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EJ2042'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND ALL MARKS
 EJ2042'FOUND IN GOOD CONDITION.
 EJ2042'
 EJ2042'NO AZIMUTH MARK WAS SET AT THIS STATION.
 EJ2042'
 EJ2042'THE ORIGINAL DESRIPTION TO REACH THE STATION FROM Y CITY
 EJ2042'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0966 ***********************************************************************
 FH0966  DESIGNATION -  MILL
 FH0966  PID         -  FH0966
 FH0966  STATE/COUNTY-  AR/FRANKLIN
 FH0966  USGS QUAD   -  MULBERRY (1987)
 FH0966
 FH0966                         *CURRENT SURVEY CONTROL
 FH0966  ___________________________________________________________________
 FH0966* NAD 83(1997)-  35 26 11.02212(N)    094 04 00.21226(W)     ADJUSTED  
 FH0966* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 FH0966  ___________________________________________________________________
 FH0966  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 FH0966  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FH0966
 FH0966  HORZ ORDER  -  SECOND
 FH0966
 FH0966.The horizontal coordinates were established by classical geodetic methods
 FH0966.and adjusted by the National Geodetic Survey in September 1999..
 FH0966
 FH0966.The orthometric height was scaled from a topographic map.
 FH0966
 FH0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0966
 FH0966.The geoid height was determined by GEOID03.
 FH0966
 FH0966;                    North         East     Units Scale Factor Converg.
 FH0966;SPC AR N     -   124,344.347   212,364.717   MT  0.99993925   -1 12 09.5
 FH0966;SPC AR N     -   407,953.08    696,733.24   sFT  0.99993925   -1 12 09.5
 FH0966;UTM  15      - 3,921,961.978   403,177.291   MT  0.99971553   -0 37 06.7
 FH0966
 FH0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0966!SPC AR N     -   0.99996773  x   0.99993925  =   0.99990699
 FH0966!UTM  15      -   0.99996773  x   0.99971553  =   0.99968327
 FH0966
 FH0966|---------------------------------------------------------------------|
 FH0966| PID    Reference Object                     Distance      Geod. Az  |
 FH0966|                                                           dddmmss.s |
 FH0966| CI2520 MILL RM 1                            25.833 METERS 13430     |
 FH0966| CI2521 MILL RM 2                            30.766 METERS 20033     |
 FH0966| CI2519 MILL AZ MK                                         2175449.5 |
 FH0966|---------------------------------------------------------------------|
 FH0966
 FH0966                          SUPERSEDED SURVEY CONTROL
 FH0966
 FH0966  NAD 83(1997)-  35 26 11.03175(N)    094 04 00.20940(W) AD(       ) 2
 FH0966  NAD 83(1986)-  35 26 11.03089(N)    094 04 00.20454(W) AD(       ) 2
 FH0966  NAD 27      -  35 26 10.71400(N)    094 03 59.46800(W) AD(       ) 2
 FH0966
 FH0966.Superseded values are not recommended for survey control.
 FH0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0966.See file dsdata.txt to determine how the superseded data were derived.
 FH0966
 FH0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0317721962(NAD 83)
 FH0966_MARKER: DS = TRIANGULATION STATION DISK
 FH0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0966
 FH0966  HISTORY     - Date     Condition        Report By
 FH0966  HISTORY     - 1940     MONUMENTED       CGS
 FH0966  HISTORY     - 1959     GOOD             CGS
 FH0966
 FH0966                          STATION DESCRIPTION
 FH0966
 FH0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0966'STATION IS LOCATED ABOUT 14 MILES WSW OF OZARK, AND ABOUT
 FH0966'0.4 MILE W OF THE FRANKLIN-SEBASTIAN COUNTY LINE ON PROPERTY
 FH0966'OWNED BY MRS. CASSIE SMITH AND OCCUPIED BY MR. HUGH GRIFFIN.
 FH0966'
 FH0966'SURFACE, UNDERGROUND, REFERENCE MARK NO.2, AND THE AZIMUTH
 FH0966'MARK ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 FH0966'
 FH0966'SURFACE MARK IS STAMPED, MILL 1940 AND IS SET FLUSH WITH
 FH0966'THE GROUND.  IT IS 5.3 FEET E OF A WHITE REFERENCE POST,
 FH0966'30 FEET E OF A FENCE, 23 FEET W OF A SMALL LOG SHED, AND
 FH0966'101 FEET SW OF MR. GRIFFINS HOUSE.
 FH0966'
 FH0966'REFERENCE MARK NO.1 STAMPED, MILL NO.1 1940 IS A STANDARD
 FH0966'DISK AND IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FH0966'WHICH IS FLUSH WITH THE GROUND.  IT IS 12 FEET E OF THE
 FH0966'CENTER OF A FARM LANE, 33 FEET N OF A FENCE, 96 FEET S OF
 FH0966'MR. GRIFFINS HOUSE, AND ABOUT 2 FEET LOWER THAN THE STATION.
 FH0966'
 FH0966'REFERENCE MARK NO.2 IS STAMPED, MILL NO.2 1940, AND PROJECTS
 FH0966'6 INCHES.  IT IS 5 FEET N OF A FENCE, 1 FOOT E OF A FENCE,
 FH0966'AND IS ON THE SAME LEVEL AS THE STATION.
 FH0966'
 FH0966'THE AZIMUTH MARK IS LOCATED AT THE SW CORNER OF A FIELD NEAR
 FH0966'STATE HIGHWAY 96.  THE MARK IS STAMPED, MILL 1940 AND PROJECTS
 FH0966'6 INCHES.  IT IS 3 FEET N OF A WHITE REFERENCE POST, 2 FEET
 FH0966'E OF A FENCE, 46 FEET N OF THE CENTER OF STATE HIGHWAY 96
 FH0966'AND 36 FEET W OF THE CENTER OF A FARM LANE LEADING TO THE
 FH0966'STATION.
 FH0966'
 FH0966'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 FH0966'AND STATE HIGHWAY 23 IN OZARK, GO S ON STATE HIGHWAY 23
 FH0966'FOR 2.9 MILES TO THE JUNCTION WITH STATE HIGHWAY 96, TURN
 FH0966'LEFT, (W), ON STATE HIGHWAY 96 AND GO 13.4 MILES TO AN OLD
 FH0966'CHURCH ON THE RIGHT, (N), CONTINUE STRAIGHT AHEAD 1.2 MILES
 FH0966'TO A FARM LANE TO THE RIGHT NEAR A LOG HOUSE, (AZIMUTH MARK
 FH0966'IS JUST INSIDE THE FENCE), TURN RIGHT, (N), AND FOLLOW FARM
 FH0966'LANE 0.25 MILE TO MR. GRIFFINS HOUSE AND STATION.
 FH0966'
 FH0966'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH0966
 FH0966                          STATION RECOVERY (1959)
 FH0966
 FH0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0966'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH0966'CONDITION.  THE STATION IS ABOUT 0.4 MILE EAST OF THE
 FH0966'FRANKLIN-SEBASTIAN COUNTY LINE, ABOUT 0.1 MILE NORTH OF
 FH0966'STATE HIGHWAY 96 AND IS NEAR AN OLD ABANDONED FARMHOUSE.
 FH0966'THE STATION MARK IS 110 FEET SOUTHWEST OF THE HOUSE, 20
 FH0966'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD CHICKEN
 FH0966'HOUSE AND IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 FH0966'R.M. NO. 1 IS IN OUTCROPPING BEDROCK TO SOUTHEAST OF THE
 FH0966'STATION.  R.M. NO. 2 IS SOUTH-SOUTHWEST OF THE STATION AND
 FH0966'IS 4-1/2 FEET NORTH OF AN OAK TREE IN AN OLD FENCE LINE.
 FH0966'THE AZIMUTH MARK IS ABOUT 80 YARDS WEST-NORTHWEST OF A
 FH0966'POINT WHERE A DOUBLE-POLE TRANSMISSION LINE CROSSES THE
 FH0966'HIGHWAY AND 2 FEET SOUTH OF THE NORTH RIGHT OF WAY
 FH0966'FENCE.  AN OLD LANE LEADS NORTH TO THE OLD FARMHOUSE
 FH0966'ABOUT 0.15 MILE EAST OF THE AZIMUTH MARK.
 FH0966'
 FH0966'THE DESCRIPTION TO REACH THE STATION FROM OZARK IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0816 ***********************************************************************
 EK0816  DESIGNATION -  MILL CREEK
 EK0816  PID         -  EK0816
 EK0816  STATE/COUNTY-  AR/SCOTT
 EK0816  USGS QUAD   -  Y CITY (1975)
 EK0816
 EK0816                         *CURRENT SURVEY CONTROL
 EK0816  ___________________________________________________________________
 EK0816* NAD 83(1997)-  34 43 44.92484(N)    094 01 16.73575(W)     ADJUSTED  
 EK0816* NAVD 88     -       254.53   (+/-2cm)     835.1    (feet)  VERTCON   
 EK0816  ___________________________________________________________________
 EK0816  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 EK0816  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 EK0816
 EK0816  HORZ ORDER  -  THIRD
 EK0816  VERT ORDER  -  THIRD ? (See Below)
 EK0816
 EK0816.The horizontal coordinates were established by classical geodetic methods
 EK0816.and adjusted by the National Geodetic Survey in September 1999..
 EK0816
 EK0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0816.The vertical order pertains to the NGVD 29 superseded value.
 EK0816
 EK0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0816
 EK0816.The geoid height was determined by GEOID03.
 EK0816
 EK0816;                    North         East     Units Scale Factor Converg.
 EK0816;SPC AR N     -    45,813.130   214,876.254   MT  1.00004641   -1 10 34.3
 EK0816;SPC AR N     -   150,305.24    704,973.18   sFT  1.00004641   -1 10 34.3
 EK0816;SPC AR S     -   630,589.102   214,885.380   MT  0.99999185   -1 07 52.7
 EK0816;SPC AR S     - 2,068,857.75    705,003.12   sFT  0.99999185   -1 07 52.7
 EK0816;UTM  15      - 3,843,481.834   406,495.464   MT  0.99970776   -0 34 54.8
 EK0816
 EK0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0816!SPC AR N     -   0.99996478  x   1.00004641  =   1.00001119
 EK0816!SPC AR S     -   0.99996478  x   0.99999185  =   0.99995663
 EK0816!UTM  15      -   0.99996478  x   0.99970776  =   0.99967255
 EK0816
 EK0816|---------------------------------------------------------------------|
 EK0816| PID    Reference Object                     Distance      Geod. Az  |
 EK0816|                                                           dddmmss.s |
 EK0816| EK0819 MILL CREEK 2                         14.554 METERS 02909     |
 EK0816| CX6753 MILL CREEK RM 1                      25.678 METERS 10339     |
 EK0816| CX6754 MILL CREEK RM 2                      16.542 METERS 18516     |
 EK0816| CX6755 MILL CREEK AZ MK RESET                             2814730.4 |
 EK0816| CX6752 MILL CREEK AZ MK                                   2833824.0 |
 EK0816|---------------------------------------------------------------------|
 EK0816
 EK0816                          SUPERSEDED SURVEY CONTROL
 EK0816
 EK0816  NAD 83(1997)-  34 43 44.93055(N)    094 01 16.73378(W) AD(       ) 3
 EK0816  NAD 83(1986)-  34 43 44.93122(N)    094 01 16.72896(W) AD(       ) 3
 EK0816  NAD 27      -  34 43 44.55820(N)    094 01 15.99000(W) AD(       ) 3
 EK0816  NGVD 29 (07/19/86)  254.42   (m)          834.7    (f) LEVELING    3  
 EK0816
 EK0816.Superseded values are not recommended for survey control.
 EK0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0816.See file dsdata.txt to determine how the superseded data were derived.
 EK0816
 EK0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0649543482(NAD 83)
 EK0816_MARKER: DS = TRIANGULATION STATION DISK
 EK0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EK0816
 EK0816  HISTORY     - Date     Condition        Report By
 EK0816  HISTORY     - 1956     MONUMENTED       CGS
 EK0816  HISTORY     - 1959     GOOD             CGS
 EK0816  HISTORY     - 1961     GOOD             CGS
 EK0816
 EK0816                          STATION DESCRIPTION
 EK0816
 EK0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EK0816'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH-SOUTHEAST
 EK0816'OF WALDRON, ABOUT 3-1/2 MILES EAST OF Y CITY AND ON THE NORTH
 EK0816'SIDE OF U.S. HIGHWAY 270 IN THE VICINITY OF A FEW SCATTERED
 EK0816'DWELLINGS.
 EK0816'
 EK0816'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 270 AT Y CITY,
 EK0816'DRIVE EAST ALONG U.S. HIGHWAY 270 FOR 3.05 MILES TO THE EAST
 EK0816'END OF A SMALL CONCRETE BRIDGE AND THE AZIMUTH MARK.  CONTINUE
 EK0816'EAST FOR 0.35 MILE TO THE STATION ON THE LEFT (NORTH) SIDE
 EK0816'HIGHWAY.
 EK0816'
 EK0816'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 EK0816'MARK ARE STANDARD DISKS.
 EK0816'
 EK0816'THE STATION MARK, STAMPED MILL CREEK 1956, IS SET IN THE
 EK0816'TOP OF A CONCRETE CYLINDER THAT PROJECTS ABOUT 8 INCHES
 EK0816'ABOVE THE GROUND.  THE MARK IS 24.9 FEET NORTH OF THE CENTER
 EK0816'LINE OF THE HIGHWAY, 6.5 FEET EAST OF A FENCE CORNER, AND
 EK0816'ON THE WEST SIDE OF THE ENTRANCE TO AN ABANDONED FARM HOUSE.
 EK0816'
 EK0816'REFERENCE MARK 1, STAMPED MILL CREEK NO 1 1956, IS SET IN
 EK0816'THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 5 INCHES ABOVE THE
 EK0816'GROUND.  THE MARK IS 24 FEET NORTH OF THE CENTER LINE OF
 EK0816'THE HIGHWAY, AND 21 FEET WEST OF A FENCE CORNER AND TELEPHONE
 EK0816'POLE.
 EK0816'
 EK0816'REFERENCE MARK 2, STAMPED MILL CREEK NO 2, IS SET IN THE TOP
 EK0816'OF A CONCRETE CYLINDER THAT PROJECTS 8 INCHES ABOVE THE GROUND.
 EK0816'THE MARK IS ABOUT 30 FEET SOUTH OF THE CENTER LINE OF THE
 EK0816'HIGHWAY, 5 FEET NORTHWEST OF THE NORTHEAST CORNER POST OF A
 EK0816'LOW SHED, AND 2 FEET NORTH OF A FENCE LINE.
 EK0816'
 EK0816'THE AZIMUTH MARK, STAMPED MILL CREEK 1956, IS SET IN THE
 EK0816'TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF A SMALL CONCRETE
 EK0816'BRIDGE.
 EK0816'
 EK0816'ALL MARKS ARE APPROXIMATELY THE SAME ELEVATION.
 EK0816'
 EK0816'A Y LEVEL CONNECTION WAS MADE FROM BENCH MARK M 24.  THE
 EK0816'ESTABLISHED ELEVATION OF TRIANGULATION STATION MILL CREEK
 EK0816'1956 IS 254.42 METERS OR (834.71 FEET).
 EK0816
 EK0816                          STATION RECOVERY (1959)
 EK0816
 EK0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0816'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0816'CONDITION.
 EK0816'
 EK0816'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM Y CITY
 EK0816'IS ADEQUATE.
 EK0816
 EK0816                          STATION RECOVERY (1961)
 EK0816
 EK0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 EK0816'THE STATION WAS VISITED 9-20-61 AND ALL MARKS WERE FOUND
 EK0816'IN GOOD CONDITION.  THE MEASUREMENT TO REFERENCE MARK NO. 1
 EK0816'WAS FOUND TO BE IN ERROR BY 6 FEET.  THE 1961 MEASUREMENT
 EK0816'BEING LONGER.  THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED.
 EK0816'THE DIRECTIONS TO BOTH REFERENCE MARKS CHECKED.  THE STATION
 EK0816'MARK, AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 EK0816'MOVED AT THIS DATE AT THE REQUEST OF THE ARKANSAS HIGHWAY
 EK0816'DEPARTMENT.  A NEW STATION MILL CREEK 2 1961 WAS ESTABLISHED
 EK0816'14.554 METERS NORTH OF THE STATION AND REFERENCE MARKS NO. 3
 EK0816'AND NO. 4 ESTABLISHED.  THE AZIMUTH MARK WAS RESET AND A
 EK0816'DIRECTION TAKEN FROM THE NEW STATION.  THE DISK FOR THE STATION
 EK0816'SURFACE MARK WAS RECLAIMED, THE SUB-SURFACE MARK WAS LEFT
 EK0816'CONSTRUCTION.  THE AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND
 EK0816'NO. 2 WERE DESTROYED AND THE DISKS RECLAIMED AFTER THE
 EK0816'NEW STATION WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1829 ***********************************************************************
 FG1829  DESIGNATION -  MILL CREEK
 FG1829  PID         -  FG1829
 FG1829  STATE/COUNTY-  AR/POPE
 FG1829  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1829
 FG1829                         *CURRENT SURVEY CONTROL
 FG1829  ___________________________________________________________________
 FG1829* NAD 83(1997)-  35 17 41.08188(N)    093 14 00.08656(W)     ADJUSTED  
 FG1829* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 FG1829  ___________________________________________________________________
 FG1829  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 FG1829  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 FG1829
 FG1829  HORZ ORDER  -  FIRST
 FG1829
 FG1829.The horizontal coordinates were established by classical geodetic methods
 FG1829.and adjusted by the National Geodetic Survey in September 1999..
 FG1829
 FG1829.The orthometric height was scaled from a topographic map.
 FG1829
 FG1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1829
 FG1829.The geoid height was determined by GEOID03.
 FG1829
 FG1829;                    North         East     Units Scale Factor Converg.
 FG1829;SPC AR N     -   107,362.838   287,822.984   MT  0.99994863   -0 43 03.7
 FG1829;SPC AR N     -   352,239.58    944,299.24   sFT  0.99994863   -0 43 03.7
 FG1829;UTM  15      - 3,905,754.922   478,782.373   MT  0.99960555   -0 08 05.4
 FG1829
 FG1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1829!SPC AR N     -   0.99997885  x   0.99994863  =   0.99992748
 FG1829!UTM  15      -   0.99997885  x   0.99960555  =   0.99958441
 FG1829
 FG1829:                Primary Azimuth Mark                     Grid Az
 FG1829:SPC AR N     -  MILL CREEK AZ MK                         017 07 03.4
 FG1829:UTM  15      -  MILL CREEK AZ MK                         016 32 05.1
 FG1829
 FG1829|---------------------------------------------------------------------|
 FG1829| PID    Reference Object                     Distance      Geod. Az  |
 FG1829|                                                           dddmmss.s |
 FG1829| CI2523 MILL CREEK AZ MK                                   0162359.7 |
 FG1829| CI2524 MILL CREEK RM 1                      25.884 METERS 05511     |
 FG1829| FG1848 SPRING                              APPROX. 9.6 KM 2230602.4 |
 FG1829| CI2525 MILL CREEK RM 2                      25.183 METERS 32934     |
 FG1829|---------------------------------------------------------------------|
 FG1829
 FG1829                          SUPERSEDED SURVEY CONTROL
 FG1829
 FG1829  NAD 83(1986)-  35 17 41.09387(N)    093 14 00.08440(W) AD(       ) 1
 FG1829  NAD 27      -  35 17 40.78900(N)    093 13 59.44600(W) AD(       ) 1
 FG1829
 FG1829.Superseded values are not recommended for survey control.
 FG1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1829.See file dsdata.txt to determine how the superseded data were derived.
 FG1829
 FG1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7878205755(NAD 83)
 FG1829_MARKER: DS = TRIANGULATION STATION DISK
 FG1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1829
 FG1829  HISTORY     - Date     Condition        Report By
 FG1829  HISTORY     - 1940     MONUMENTED       CGS
 FG1829  HISTORY     - 1967     GOOD             CGS
 FG1829
 FG1829                          STATION DESCRIPTION
 FG1829
 FG1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1829'STATION IS ABOUT 3 MILES SSE OF LONDON, 2-1/2 MILES SW OF MILL
 FG1829'CREEK ON THE W AND HIGHEST POINT OF A PARTIALLY TIMBERED
 FG1829'RIDGE OVERLOOKING THE ARKANSAS RIVER WHICH IS ABOUT ONE MILE
 FG1829'S.  IT IS ON PROPERTY OF LOUIS MC ALISTER.
 FG1829'
 FG1829'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1829'DISKS SET IN CONCRETE.
 FG1829'
 FG1829'SURFACE MARK IS 7 FEET S OF S EDGE OF FENCED-IN GARDEN, 32.1
 FG1829'FEET WSW OF SE FENCE CORNER, 7.2 FEET S OF WHITE WITNESS
 FG1829'POST FLUSH WITH THE GROUND AND STAMPED MILL CREEK 1940.
 FG1829'
 FG1829'REFERENCE MARK NO.1 IS 38 FEET SSE OF SW CORNER OF HOUSE,
 FG1829'2 FEET BELOW STATION AND PROJECTS 3 INCHES.  IT IS STAMPED
 FG1829'MILL CREEK NO.1 1940.
 FG1829'
 FG1829'REFERENCE MARK NO.2 IS 1 FOOT N OF N EDGE OF FENCED-IN GARDEN,
 FG1829'51.5 FEET W OF NE FENCE CORNER, 1 FOOT BELOW STATION, AND
 FG1829'PROJECTS 3 INCHES.  IT IS STAMPED MILL CREEK NO.2, 1940.
 FG1829'
 FG1829'THE AZIMUTH MARK IS 12 FEET S OF ROAD, ABOUT 75 YARDS NW OF
 FG1829'LARGE WHITE FARMHOUSE, 3.1 FEET E OF WHITE WITNESS POST,
 FG1829'PROJECTS 3 INCHES AND STAMPED MILL CREEK 1940.
 FG1829'
 FG1829'STATION REACHED FROM THE POST OFFICE IN LONDON BY GOING S
 FG1829'AND E ON WHAT IS KNOWN AS THE HILL ROUTE 0.8 MILE TO FORK.
 FG1829'TAKE LEFT FORK AND GO 1.3 MILES TO AZIMUTH MARK ON RIGHT.
 FG1829'CONTINUE 0.2 MILE TO JOG IN MAIN ROAD AND ROAD LEADING RIGHT
 FG1829'(S).  TURN RIGHT AND GO 1.2 MILES TO TRACK ROAD LEADING HALF
 FG1829'RIGHT (SW) THROUGH WOODS (ABOUT 100 YARDS, SE OF CEMETERY).
 FG1829'TAKE TRACK ROAD AND GO 0.3 MILE TO THE SHAFTER DIXON
 FG1829'RANCH, AND PASS TO LEFT OF HOUSE AND THROUGH GATEWAY
 FG1829'FOLLOWING TRACK ROAD W ALONG TOP OF RIDGE 0.3 MILE TO
 FG1829'THE LOUIS MC ALISTER RANCH, AND STATION WHICH IS ABOUT 100 FEET
 FG1829'SW OF HOUSE.
 FG1829'
 FG1829'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 FG1829
 FG1829                          STATION RECOVERY (1967)
 FG1829
 FG1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1829'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FG1829'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND
 FG1829'AND THERE ARE NO INTERSECTION STATION VISIABLE FROM THE GROUND.
 FG1829'FOLLOWING IS A NEW ROUTING TO THE STATION.
 FG1829'
 FG1829'TO REACH FROM THE POST OFFICE IN LONDON, GO EAST ON PAVED
 FG1829'STREET FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 FG1829'SOUTH ON THE MAIN ROAD FOR 0.4 MILE TO A FORK.  TAKE THE
 FG1829'LEFT FORK AND GO EASTERLY ON THE MAIN GRAVELED ROAD FOR 0.55
 FG1829'MILE TO A FORK.  TAKE THE LEFT FORK AND GO EASTERLY ON GRADED
 FG1829'ROAD FOR 1.6 MILES TO A REVERSE FORK ON THE RIGHT.  TURN
 FG1829'SHARP RIGHT AND GO SOUTHWESTERLY ON GRADED ROAD FOR 0.85 MILE
 FG1829'TO A FORK.  TAKE THE RIGHT FORK AND GO WESTERLY ON GRADED
 FG1829'ROAD FOR 0.45 MILE TO A CEMETERY ON THE RIGHT.  CONTINUE
 FG1829'AHEAD AND GO WEST ON THE GRADED ROAD FOR 0.3 MILE TO A SIDE
 FG1829'ROAD LEFT.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 0.05
 FG1829'MILE TO A DIM FORK.  TAKE THE LEFT FORK AND GO SOUTH ON
 FG1829'DIM TRACK ROAD FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK
 FG1829'AND GO SOUTH ON DIM TRACK ROAD FOR 0.2 MILE TO THE TOP OF
 FG1829'RIDGE.  TURN LEFT AND GO EAST ALONG THE TOP OF RIDGE FOR 0.1
 FG1829'MILE TO THE HIGHEST POINT AND STATION.
 FG1829'
 FG1829'METAL WITNESS POST WERE SET BY EACH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0819 ***********************************************************************
 EK0819  DESIGNATION -  MILL CREEK 2
 EK0819  PID         -  EK0819
 EK0819  STATE/COUNTY-  AR/SCOTT
 EK0819  USGS QUAD   -  Y CITY (1975)
 EK0819
 EK0819                         *CURRENT SURVEY CONTROL
 EK0819  ___________________________________________________________________
 EK0819* NAD 83(1997)-  34 43 45.33734(N)    094 01 16.45716(W)     ADJUSTED  
 EK0819* NAVD 88     -       254.46   (+/-2cm)     834.8    (feet)  VERTCON   
 EK0819  ___________________________________________________________________
 EK0819  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 EK0819  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 EK0819
 EK0819  HORZ ORDER  -  THIRD
 EK0819  VERT ORDER  -  THIRD ? (See Below)
 EK0819
 EK0819.The horizontal coordinates were established by classical geodetic methods
 EK0819.and adjusted by the National Geodetic Survey in September 1999..
 EK0819.No horizontal observational check was made to the station.
 EK0819
 EK0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0819.The vertical order pertains to the NGVD 29 superseded value.
 EK0819
 EK0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0819
 EK0819.The geoid height was determined by GEOID03.
 EK0819
 EK0819;                    North         East     Units Scale Factor Converg.
 EK0819;SPC AR N     -    45,825.693   214,883.601   MT  1.00004638   -1 10 34.2
 EK0819;SPC AR N     -   150,346.46    704,997.28   sFT  1.00004638   -1 10 34.2
 EK0819;SPC AR S     -   630,601.671   214,892.717   MT  0.99999187   -1 07 52.6
 EK0819;SPC AR S     - 2,068,898.98    705,027.19   sFT  0.99999187   -1 07 52.6
 EK0819;UTM  15      - 3,843,494.469   406,502.678   MT  0.99970774   -0 34 54.6
 EK0819
 EK0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0819!SPC AR N     -   0.99996479  x   1.00004638  =   1.00001117
 EK0819!SPC AR S     -   0.99996479  x   0.99999187  =   0.99995666
 EK0819!UTM  15      -   0.99996479  x   0.99970774  =   0.99967254
 EK0819
 EK0819|---------------------------------------------------------------------|
 EK0819| PID    Reference Object                     Distance      Geod. Az  |
 EK0819|                                                           dddmmss.s |
 EK0819| CX6756 MILL CREEK 2 RM 3                    22.360 METERS 06840     |
 EK0819| CX6757 MILL CREEK 2 RM 4                    40.307 METERS 18703     |
 EK0819| EK0816 MILL CREEK                           14.554 METERS 20909     |
 EK0819| CX6755 MILL CREEK AZ MK RESET                             2801218.5 |
 EK0819|---------------------------------------------------------------------|
 EK0819
 EK0819                          SUPERSEDED SURVEY CONTROL
 EK0819
 EK0819  NAD 83(1997)-  34 43 45.34306(N)    094 01 16.45518(W) AD(       ) 3
 EK0819  NAD 83(1986)-  34 43 45.34372(N)    094 01 16.45037(W) AD(       ) 3
 EK0819  NAD 27      -  34 43 44.97070(N)    094 01 15.71140(W) AD(       ) 3
 EK0819  NGVD 29 (07/19/86)  254.35   (m)          834.5    (f) LEVELING    3  
 EK0819
 EK0819.Superseded values are not recommended for survey control.
 EK0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0819.See file dsdata.txt to determine how the superseded data were derived.
 EK0819
 EK0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0650343494(NAD 83)
 EK0819_MARKER: DS = TRIANGULATION STATION DISK
 EK0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EK0819
 EK0819  HISTORY     - Date     Condition        Report By
 EK0819  HISTORY     - 1961     MONUMENTED       CGS
 EK0819
 EK0819                          STATION DESCRIPTION
 EK0819
 EK0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (AKH)
 EK0819'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH-SOUTHEAST
 EK0819'OF WALDRON, ABOUT 27 MILES WEST-NORTHWEST OF MT. IDA, AND
 EK0819'3.5 MILES EAST ALONG U.S. HIGHWAY 270 FORM ITS JUNCTION
 EK0819'WITH U.S. HIGHWAY 71 AT Y CITY, ON THE NORTH SIDE OF THE
 EK0819'HIGHWAY IN THE SOUTHWEST CORNER OF THE FRONT YARD OF AN
 EK0819'ABANDONDED HOUSE ON THE ESTATE OF BILL RUTLEDGE.  IT IS 72
 EK0819'FEET NORTH OF THE CENTER OF THE HIGHWAY, 41 FEET SOUTHWEST OF
 EK0819'THE SOUTHWEST CORNER OF THE HOUSE, 30 FEET WEST OF THE PROJECTED
 EK0819'PLANE OF THE WEST WALL OF THE HOUSE, 48 FEET WEST OF A LARGE
 EK0819'FORKED SWEET GUM TREE IN THE FRONT YARD OF THE HOUSE, 12
 EK0819'FEET NORTH OF A FENCE LINE, 12 FEET WEST OF THE DRIVEWAY
 EK0819'LEADING NORTH ALONG THE WEST SIDE OF THE HOUSE, 18 FEET
 EK0819'SOUTH OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS
 EK0819'POST.  IT IS A STANDARD DISK, STAMPED MILL CREEK 2 1961
 EK0819'PROJECTING 4 INCHES.
 EK0819'
 EK0819'REFERENCE MARK NO. 3 IS 73.36 FEET EAST-NORTHEAST OF THE
 EK0819'STATION, 2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 14
 EK0819'FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRICK CHIMNEY
 EK0819'ON THE EAST SIDE OF THE HOUSE, 114 FEET NORTH OF THE CENTERLINE
 EK0819'OF THE HIGHWAY, AND 1 FOOT EAST OF A WITNESS POST.  IT IS
 EK0819'A STANDARD DISK, STAMPED MILL CREEK 2 NO 3, 1961, PROJECTING 4
 EK0819'INCHES.
 EK0819'
 EK0819'REFERENCE MARK NO. 4 IS 132.24 FEET SOUTH OF THE STATION,
 EK0819'59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH
 EK0819'OF THE RIGHT-OF-WAY FENCE LINE, 31 FEET SOUTH-SOUTHWEST OF
 EK0819'A WELL, 101.5 FEET NORTH OF THE POWER POLE IN THE PASTURE
 EK0819'WITH A TRANSFORMER 30 FEET WEST OF AN 18-INCH ELM TREE, AND 1
 EK0819'FOOT SOUTH OF A METAL WITNESS POST.  IT IS DIRECTLY UNDER
 EK0819'THE POWER LINE CROSSING THE HIGHWAY.  IT IS A STANDARD DISK,
 EK0819'STAMPED MILL CREEK 2 NO 4 1961, PROJECTING 4 INCHES.
 EK0819'
 EK0819'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 200 FEET
 EK0819'SOUTHEAST OF THE CENTER OF THE EAST END OF THE CONCRETE
 EK0819'BRIDGE OVER GOODNER BRANCH, 61 FEET SOUTH OF THE CENTERLINE
 EK0819'OF THE HIGHWAY, 171 FEET NORTHWEST OF THE NORTHWEST CORNER
 EK0819'OF A RANCH TYPE HOUSE, 172 FEET WEST OF THE CENTER OF THE
 EK0819'DRIVEWAY LEADING SOUTH TO THE RANCH TYPE HOUSE, 6 FEET NORTHEAST
 EK0819'OF AN 8-INCH BLACK GUM TREE, AND 1 FOOT SOUTH OF A METAL
 EK0819'WITNESS POST IT IS A STANDARD DISK, STAMPED MILL CREEK
 EK0819'1956, RESET 1961, PROJECTING 4 INCHES.
 EK0819'
 EK0819'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 270
 EK0819'AND 71 AT Y CITY, GO EAST ON U.S. HIGHWAY 270 FOR 3.1 MILES
 EK0819'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST FOR 0.3 MILE
 EK0819'TO THE STATION MARK AND THE ABANDONDED HOUSE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1531 ***********************************************************************
 DL1531  DESIGNATION -  MILLER
 DL1531  PID         -  DL1531
 DL1531  STATE/COUNTY-  AR/MILLER
 DL1531  USGS QUAD   -  DODDRIDGE (1975)
 DL1531
 DL1531                         *CURRENT SURVEY CONTROL
 DL1531  ___________________________________________________________________
 DL1531* NAD 83(1997)-  33 06 17.32930(N)    093 57 03.59970(W)     ADJUSTED  
 DL1531* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 DL1531  ___________________________________________________________________
 DL1531  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DL1531  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DL1531
 DL1531  HORZ ORDER  -  FIRST
 DL1531
 DL1531.The horizontal coordinates were established by classical geodetic methods
 DL1531.and adjusted by the National Geodetic Survey in September 1999..
 DL1531
 DL1531.The orthometric height was scaled from a topographic map.
 DL1531
 DL1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1531
 DL1531.The geoid height was determined by GEOID03.
 DL1531
 DL1531;                    North         East     Units Scale Factor Converg.
 DL1531;SPC AR S     -   450,332.793   217,890.773   MT  1.00004900   -1 05 31.0
 DL1531;SPC AR S     - 1,477,466.84    714,863.31   sFT  1.00004900   -1 05 31.0
 DL1531;SPC LA N     -   289,738.214   864,546.486   MT  1.00012931   -0 46 01.7
 DL1531;SPC LA N     -   950,582.79  2,836,432.93   sFT  1.00012931   -0 46 01.7
 DL1531;SPC TXNC     - 2,168,666.484 1,024,428.746   MT  0.99987305   +2 28 51.6
 DL1531;SPC TXNC     - 7,115,033.29  3,360,979.98   sFT  0.99987305   +2 28 51.6
 DL1531;UTM  15      - 3,663,308.929   411,265.083   MT  0.99969708   -0 31 10.0
 DL1531
 DL1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1531!SPC AR S     -   0.99998674  x   1.00004900  =   1.00003574
 DL1531!SPC LA N     -   0.99998674  x   1.00012931  =   1.00011605
 DL1531!SPC TXNC     -   0.99998674  x   0.99987305  =   0.99985980
 DL1531!UTM  15      -   0.99998674  x   0.99969708  =   0.99968383
 DL1531
 DL1531:                Primary Azimuth Mark                     Grid Az
 DL1531:SPC AR S     -  DODDRIDGE FIRE TOWER 6 AFC               061 17 01.8
 DL1531:SPC LA N     -  DODDRIDGE FIRE TOWER 6 AFC               060 57 32.5
 DL1531:SPC TXNC     -  DODDRIDGE FIRE TOWER 6 AFC               057 42 39.2
 DL1531:UTM  15      -  DODDRIDGE FIRE TOWER 6 AFC               060 42 40.8
 DL1531
 DL1531|---------------------------------------------------------------------|
 DL1531| PID    Reference Object                     Distance      Geod. Az  |
 DL1531|                                                           dddmmss.s |
 DL1531| DL1533 DODDRIDGE FIRE TOWER 6 AFC          APPROX. 6.5 KM 0601130.8 |
 DL1531| CU7801 MILLER AZ MK                                       0931001.3 |
 DL1531| DL1527 SPRING                              APPROX. 8.0 KM 1011821.1 |
 DL1531| CU7798 MILLER RM 1                          24.245 METERS 11101     |
 DL1531| CU7799 MILLER RM 2                          30.645 METERS 20013     |
 DL1531|---------------------------------------------------------------------|
 DL1531
 DL1531                          SUPERSEDED SURVEY CONTROL
 DL1531
 DL1531  NAD 83(1997)-  33 06 17.33633(N)    093 57 03.59710(W) AD(       ) 1
 DL1531  NAD 83(1997)-  33 06 17.33737(N)    093 57 03.59062(W) AD(       ) 1
 DL1531  NAD 83(1986)-  33 06 17.33807(N)    093 57 03.58978(W) AD(       ) 1
 DL1531  NAD 27      -  33 06 16.86300(N)    093 57 02.93900(W) AD(       ) 1
 DL1531
 DL1531.Superseded values are not recommended for survey control.
 DL1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1531.See file dsdata.txt to determine how the superseded data were derived.
 DL1531
 DL1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1126563309(NAD 83)
 DL1531_MARKER: DS = TRIANGULATION STATION DISK
 DL1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1531
 DL1531  HISTORY     - Date     Condition        Report By
 DL1531  HISTORY     - 1950     MONUMENTED       CGS
 DL1531  HISTORY     - 1956     GOOD             CGS
 DL1531  HISTORY     - 1963     GOOD             CGS
 DL1531
 DL1531                          STATION DESCRIPTION
 DL1531
 DL1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1531'THE STATION IS LOCATED ABOUT 2.5 MILES WEST AND 0.75 OF A
 DL1531'MILE NORTH OF DODDRIDGE, ON LAND OWNED BY MR. EDDIE JONES.
 DL1531'IT IS 120.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 DL1531'HOUSE, 51.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND
 DL1531'19.5 FEET NORTH-NORTHWEST OF A FENCE CORNERPOST WITH A TRIANGLE
 DL1531'BLAZE, AND 14.0 FEET SOUTH OF A WHITE OAK TREE, AND 4.0 FEET
 DL1531'WEST OF A NORTH-SOUTH FENCE.  IT PROJECTS 2 INCHES AND IS
 DL1531'STAMPED MILLER 1950.
 DL1531'
 DL1531'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE AND IS
 DL1531'32.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS
 DL1531'3 INCHES AND IS STAMPED MILLER NO 1 1950.
 DL1531'
 DL1531'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE, 47.5
 DL1531'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 21.0 FEET WEST OF A T
 DL1531'ROAD AND 10.0 FEET SOUTH OF A FENCE CORNER.  IT PROJECTS 2
 DL1531'INCHES AND IS STAMPED MILLER NO 2 1950.
 DL1531'
 DL1531'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DL1531'NO. 2 IS 127.3 FEET.
 DL1531'
 DL1531'THE AZIMUTH MARK IS ABOUT 200.0 FEET EAST-NORTHEAST OF THE
 DL1531'NORTHEAST CORNER OF A FRAME HOUSE, 52.0 FEET SOUTH OF THE
 DL1531'CENTER OF A GRAVELED ROAD AND 1.0 FOOT NORTH OF A POWER LINE
 DL1531'POLE.  IT PROJECTS 5 INCHES AND IS STAMPED MILLER 1950.
 DL1531'
 DL1531'TO REACH THE STATION FROM THE RAILROAD STATION IN DODDRIDGE, GO
 DL1531'WESTERLY ON A GRAVELED ROAD FOR 2.5 MILES AND THE AZIMUTH MARK
 DL1531'ON THE LEFT AS DESCRIBED, CONTINUE WESTERLY ON GRAVELED ROAD
 DL1531'FOR 0.4 OF A MILE TO A T ROAD ON THE LEFT AND THE STATION
 DL1531'ON THE RIGHT AS DESCRIBED.
 DL1531'
 DL1531'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1531
 DL1531                          STATION RECOVERY (1956)
 DL1531
 DL1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DL1531'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DL1531'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DL1531'TO STATION SITE ARE CORRECT.
 DL1531
 DL1531                          STATION RECOVERY (1963)
 DL1531
 DL1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1531'STATION, R.M. NO. 1 AND AZIMUTH MARK RECOVERED AS DESCRIBED
 DL1531'AND FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS NOT RECOVERED
 DL1531'AND HAS PROBABLY BEEN DESTROYED.  A NEW REFERENCE MARK WAS
 DL1531'NOT ESTABLISHED AT THIS TIME AS THE AZIMUTH MARK WAS NOT VISABLE
 DL1531'FROM THE GROUND DUE TO SMALL TREES ON LINE.
 DL1531'
 DL1531'TO REACH THE STATION FROM DODDRIDGE, FROM THE RAILROAD STATION,
 DL1531'GO WESTERLY ON STATE HIGHWAY 160 FOR 2.45 MILES TO THE AZIMUTH
 DL1531'MARK ON THE LEFT (52 FEET SOUTH OF CENTERLINE OF HIGHWAY
 DL1531'AND 1 FOOT NORTH OF A POWERLINE POLE), CONTINUE WEST ON
 DL1531'HIGHWAY FOR 0.4 MILE TO A SIDE ROAD LEFT AND STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1819 ***********************************************************************
 FF1819  DESIGNATION -  MILLER
 FF1819  PID         -  FF1819
 FF1819  STATE/COUNTY-  AR/WOODRUFF
 FF1819  USGS QUAD   -  HUNTER WEST (1993)
 FF1819
 FF1819                         *CURRENT SURVEY CONTROL
 FF1819  ___________________________________________________________________
 FF1819* NAD 83(1997)-  35 03 45.35104(N)    091 14 35.33248(W)     ADJUSTED  
 FF1819* NAVD 88     -        66.78   (+/-2cm)     219.1    (feet)  VERTCON   
 FF1819  ___________________________________________________________________
 FF1819  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FF1819  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FF1819
 FF1819  HORZ ORDER  -  SECOND
 FF1819  VERT ORDER  -  THIRD ? (See Below)
 FF1819
 FF1819.The horizontal coordinates were established by classical geodetic methods
 FF1819.and adjusted by the National Geodetic Survey in September 1999..
 FF1819
 FF1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1819.The vertical order pertains to the NGVD 29 superseded value.
 FF1819
 FF1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1819
 FF1819.The geoid height was determined by GEOID03.
 FF1819
 FF1819;                    North         East     Units Scale Factor Converg.
 FF1819;SPC AR N     -    81,171.252   469,036.723   MT  0.99997710   +0 26 25.5
 FF1819;SPC AR N     -   266,309.35  1,538,831.32   sFT  0.99997710   +0 26 25.5
 FF1819;SPC AR S     -   666,010.623   469,043.837   MT  1.00007942   +0 25 25.0
 FF1819;SPC AR S     - 2,185,069.85  1,538,854.66   sFT  1.00007942   +0 25 25.0
 FF1819;UTM  15      - 3,881,396.161   660,202.082   MT  0.99991631   +1 00 34.1
 FF1819
 FF1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1819!SPC AR N     -   0.99999377  x   0.99997710  =   0.99997087
 FF1819!SPC AR S     -   0.99999377  x   1.00007942  =   1.00007319
 FF1819!UTM  15      -   0.99999377  x   0.99991631  =   0.99991008
 FF1819
 FF1819|---------------------------------------------------------------------|
 FF1819| PID    Reference Object                     Distance      Geod. Az  |
 FF1819|                                                           dddmmss.s |
 FF1819| CI2531 MILLER RM 2                          19.232 METERS 00510     |
 FF1819| CI2529 MILLER AZ MK                                       1401215.9 |
 FF1819| EH2903 COTTON PLANT SW VENEER CO TANK      APPROX. 7.3 KM 1824122.2 |
 FF1819| FF1818 COTTON PLANT E MUNICIPAL TANK       APPROX. 6.4 KM 1841423.1 |
 FF1819| FF1824 COTTON PLANT W MUNICIPAL TANK       APPROX. 6.9 KM 1910322.2 |
 FF1819| CI2530 MILLER RM 1                          17.886 METERS 27102     |
 FF1819| FF1822 GREGORY                             APPROX.13.6 KM 3182441.9 |
 FF1819|---------------------------------------------------------------------|
 FF1819
 FF1819                          SUPERSEDED SURVEY CONTROL
 FF1819
 FF1819  NAD 83(1986)-  35 03 45.35908(N)    091 14 35.33082(W) AD(       ) 2
 FF1819  NAD 27      -  35 03 45.03290(N)    091 14 34.87760(W) AD(       ) 2
 FF1819  NGVD 29 (07/19/86)   66.75   (m)          219.0    (f) LEVELING    3  
 FF1819
 FF1819.Superseded values are not recommended for survey control.
 FF1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1819.See file dsdata.txt to determine how the superseded data were derived.
 FF1819
 FF1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6020281396(NAD 83)
 FF1819_MARKER: DS = TRIANGULATION STATION DISK
 FF1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1819+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 FF1819
 FF1819  HISTORY     - Date     Condition        Report By
 FF1819  HISTORY     - 1954     MONUMENTED       CGS
 FF1819  HISTORY     - 1970     GOOD             NGS
 FF1819  HISTORY     - 1975     GOOD             NGS
 FF1819  HISTORY     - 20030529 GOOD             USACE
 FF1819
 FF1819                          STATION DESCRIPTION
 FF1819
 FF1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1819'THE STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF COTTON PLANT,
 FF1819'ON LAND OWNED BY MARION MILLER AND IN THE NORTHEAST QUARTER
 FF1819'OF SEC. 18, T 5 N, R 2 W.  IT IS 92 FEET SOUTH OF THE CENTER
 FF1819'OF THE ROAD, 72 FEET SOUTHWEST OF A POWERLINE POLE, 21 FEET
 FF1819'NORTH OF A FENCE AND 4 FEET NORTHWEST OF A 4 X 4 INCH WHITE
 FF1819'WITNESS POST.
 FF1819'
 FF1819'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER
 FF1819'OF COTTON PLANT, GO EAST AND NORTH ON STATE HIGHWAY 17 FOR
 FF1819'5.5 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH
 FF1819'FOR 0.3 MILE TO A CROSSROADS AT A GROCERY STORE ON THE RIGHT,
 FF1819'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO
 FF1819'THE STATION ON THE LEFT.
 FF1819'
 FF1819'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1819'MILLER 1954.
 FF1819'
 FF1819'REFERENCE MARK 1 IS 92 FEET SOUTH OF THE CENTER OF THE ROAD
 FF1819'AND 16 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 FF1819'AND THE DISK IS STAMPED MILLER NO 1 1954.
 FF1819'
 FF1819'REFERENCE MARK 2 IS 29 FEET SOUTH OF THE CENTER OF THE ROAD.
 FF1819'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MILLER
 FF1819'NO 2 1954.
 FF1819'
 FF1819'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF THE HIGHWAY,
 FF1819'7 FEET NORTHEAST OF A GATE AND 2 FEET NORTHEAST OF A 4 X 4 INCH
 FF1819'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 FF1819'STAMPED MILLER 1954.
 FF1819'
 FF1819'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF1819
 FF1819                          STATION RECOVERY (1970)
 FF1819
 FF1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FF1819'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FF1819'AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND LAYING IN A DITCH.
 FF1819'
 FF1819'NO TRAFFIC LIGHT WAS FOUND IN COTTON PLANT, HOWEVER, MILEAGE IS
 FF1819'STILL CORRECT IF TAKEN FROM THE FRONT OF THE POST OFFICE.
 FF1819
 FF1819                          STATION RECOVERY (1975)
 FF1819
 FF1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FF1819'THE STATION WAS VISITED 5-6-75 AND THE STATION MARK AND REFERENCE
 FF1819'MARKS NO 1 AND NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 FF1819'MARK WAS SEARCHED FOR BUT NOT FOUND.  THE DISTANCES TO THE
 FF1819'REFERENCE MARKS WERE MEASURED AND VERIFIED BY THE 1954 DISTANCE.
 FF1819'
 FF1819'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF COTTON
 FF1819'PLANT IN THE NORTHEAST 1/4 OF SECTION 18, T 5N, R 2W IN HEAVY
 FF1819'BRUSH ON SOUTH SIDE OF GRADED ROAD.
 FF1819'
 FF1819'TO REACH FROM THE POST OFFICE IN COTTON PLANT GO EAST ON STATE
 FF1819'HIGHWAY 17 AND 38 FOR 1.6 MILES TO A FORK.  TAKE LEFT FORK AND GO
 FF1819'NORTH ON STATE HIGHWAY 17 FOR 4.2 MILES TO A CROSSROAD WITH SMALL
 FF1819'STORE IN NORTHEAST ANGLE, TURN LEFT AND GO WEST ON GRADED ROAD
 FF1819'FOR 0.2 MILE TO THE STATION ON THE LEFT IN HEAVY BRUSH BETWEEN
 FF1819'ROAD AND CULTIVATED FIELD.
 FF1819'
 FF1819'THE STATION MARK IS A STANDARD TRAINGULATION STATION DISK,
 FF1819'STAMPED MILLER 1954, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 FF1819'WITH THE GROUND.  IT IS 92 FEET SOUTH OF THE CENTER OF A GRADED
 FF1819'ROAD, 72 FEET SOUTHWEST OF A POWER POLE WITH GUY WIRES, 20 FEET
 FF1819'NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD, 3 FEET NORTH OF
 FF1819'A METAL WITNESS POST PROJECTING 2 FEET AND 4 FEET NORTHWEST OF A
 FF1819'4 X 4 INCH WHITE WOODEN WITNESS POST.
 FF1819'
 FF1819'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 FF1819'MILLER NO 1 1954 SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 FF1819'2 INCHES IN HEAVY BRUSH.  IT IS 92 FEET SOUTH OF THE CENTER OF
 FF1819'THE CENTER OF THE GRADED ROAD, 18 FEET NORTH OF THE NORTH EDGE
 FF1819'OF A CULTIVATED FIELD AND 2 FEET SOUTH OF A METAL WITNESS POST
 FF1819'AND SIGN PROJECTING 2 FEET.
 FF1819'
 FF1819'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 FF1819'MILLER NO 2 1954 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH
 FF1819'THE GROUND IN HEAVY BRUSH.  IT IS 65 FEET WEST OF A POWER POLE
 FF1819'WITH GUY WIRE, 30 FEET SOUTH OF THE CENTER OF A GRADED ROAD AND
 FF1819'1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN AND AT EDGE OF A
 FF1819'2 FOOT BANK.
 FF1819'
 FF1819'THE DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 2 IS 121.59
 FF1819'FEET.
 FF1819
 FF1819                          STATION RECOVERY (2003)
 FF1819
 FF1819'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1692 ***********************************************************************
 FG1692  DESIGNATION -  MILLER
 FG1692  PID         -  FG1692
 FG1692  STATE/COUNTY-  AR/CLEBURNE
 FG1692  USGS QUAD   -  QUITMAN (1991)
 FG1692
 FG1692                         *CURRENT SURVEY CONTROL
 FG1692  ___________________________________________________________________
 FG1692* NAD 83(1997)-  35 29 17.80953(N)    092 08 58.23848(W)     ADJUSTED  
 FG1692* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 FG1692  ___________________________________________________________________
 FG1692  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FG1692  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FG1692
 FG1692  HORZ ORDER  -  THIRD
 FG1692
 FG1692.The horizontal coordinates were established by classical geodetic methods
 FG1692.and adjusted by the National Geodetic Survey in September 1999..
 FG1692
 FG1692.The orthometric height was scaled from a topographic map.
 FG1692
 FG1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1692
 FG1692.The geoid height was determined by GEOID03.
 FG1692
 FG1692;                    North         East     Units Scale Factor Converg.
 FG1692;SPC AR N     -   128,141.643   386,433.872   MT  0.99993733   -0 05 13.2
 FG1692;SPC AR N     -   420,411.37  1,267,825.13   sFT  0.99993733   -0 05 13.2
 FG1692;UTM  15      - 3,927,526.105   577,145.646   MT  0.99967334   +0 29 37.6
 FG1692
 FG1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1692!SPC AR N     -   0.99995441  x   0.99993733  =   0.99989174
 FG1692!UTM  15      -   0.99995441  x   0.99967334  =   0.99962776
 FG1692
 FG1692|---------------------------------------------------------------------|
 FG1692| PID    Reference Object                     Distance      Geod. Az  |
 FG1692|                                                           dddmmss.s |
 FG1692| CU7795 MILLER RM 1                          11.085 METERS 02805     |
 FG1692| CU7796 MILLER RM 2                          11.357 METERS 16336     |
 FG1692| CU7797 MILLER AZ MK                                       2831446.5 |
 FG1692| FG1668 EDGEMONT RESET                      APPROX.17.2 KM 3324822.8 |
 FG1692|---------------------------------------------------------------------|
 FG1692
 FG1692                          SUPERSEDED SURVEY CONTROL
 FG1692
 FG1692  NAD 83(1986)-  35 29 17.82258(N)    092 08 58.23621(W) AD(       ) 3
 FG1692  NAD 27      -  35 29 17.53100(N)    092 08 57.68800(W) AD(       ) 3
 FG1692
 FG1692.Superseded values are not recommended for survey control.
 FG1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1692.See file dsdata.txt to determine how the superseded data were derived.
 FG1692
 FG1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7714627526(NAD 83)
 FG1692_MARKER: DS = TRIANGULATION STATION DISK
 FG1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1692+STABILITY: SURFACE MOTION
 FG1692
 FG1692  HISTORY     - Date     Condition        Report By
 FG1692  HISTORY     - 1954     MONUMENTED       CGS
 FG1692  HISTORY     - 1967     GOOD             CGS
 FG1692
 FG1692                          STATION DESCRIPTION
 FG1692
 FG1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1692'THE STATION IS IN SECTION 22, T 10 N, R 11 W, ON THE PROPERTY OF
 FG1692'T.J. JONES, ABOUT 7 MILES WEST OF HEBER SPRINGS, 3-3/4 MILES
 FG1692'NORTH AND 1-1/2 MILES WEST OF PEARSON, 14 FEET WEST OF A WIRE
 FG1692'FENCE AND 13 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST.
 FG1692'
 FG1692'TO REACH THE STATION FROM THE POST OFFICE IN PEARSON, GO NORTH
 FG1692'ABOUT 75 YARDS TO A FORK, TAKE LEFT FORK WESTERLY ON THE
 FG1692'MAIN GRAVELED ROAD FOR 1.85 MILES TO A STORE ON THE RIGHT,
 FG1692'CONTINUE WEST FOR 1.15 MILES TO A SIDE ROAD ON THE RIGHT
 FG1692'JUST BEFORE COMING TO A SIDE ROAD ON THE LEFT, TURN RIGHT
 FG1692'ON THE SIDE ROAD AND GO NORTH FOR 2.7 MILES TO A SIDE ROAD ON
 FG1692'THE RIGHT, TURN RIGHT AND GO EAST FOR 0.45 MILE TO A GATE
 FG1692'TO THE LEFT OF A BARN, PASS THROUGH GATE AND GO 0.1 MILE TO
 FG1692'THE JONES FARM HOME ON THE LEFT, CONTINUE EASTERLY ON TRACK
 FG1692'ROAD FOR 100 FEET TO A WIRE GATE AND THE AZIMUTH MARK ON
 FG1692'THE RIGHT AS DESCRIBED, CONTINUE EAST ON TRACK ROAD
 FG1692'FOR 0.3 MILE TO A FENCE, TURN RIGHT AND FOLLOW WEST SIDE OF
 FG1692'FENCE FOR 200 FEET TO THE STATION MARK.
 FG1692'
 FG1692'THE STATION MARK IS 7 INCHES BELOW THE SURFACE OF THE GROUND
 FG1692'AND THE DISK IS STAMPED MILLER 1954.
 FG1692'
 FG1692'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WIRE FENCE.  THE MARK
 FG1692'PROJECTS 4 INCHES AND THE DISK IS STAMPED MILLER NO 1 1954.
 FG1692'
 FG1692'REFERENCE MARK 2 IS 1 FOOT WEST OF THE WIRE FENCE.  THE MARK
 FG1692'PROJECTS 3 INCHES AND THE DISK IS STAMPED MILLER NO 2 1954.
 FG1692'
 FG1692'THE AZIMUTH MARK IS 100 FEET EAST OF THE JONES HOME, 5 FEET
 FG1692'NORTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT EAST OF A
 FG1692'WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1692'MILLER 1954.
 FG1692'
 FG1692'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FG1692
 FG1692                          STATION RECOVERY (1967)
 FG1692
 FG1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1692'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO
 FG1692'ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1692'
 FG1692'STATION IS LOCATED ON THE PROPERTY OF J.T. JONES, ABOUT 7
 FG1692'MILES WEST OF HEBER SPRINGS, 3-3/4 MILES NORTH AND 1-1/2 MILES
 FG1692'WEST OF PEARSON, ON A HIGH HILL AND IN SECTION 22, T 10 N,
 FG1692'R 11 W.
 FG1692'
 FG1692'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25 ABOUT
 FG1692'8 MILES SOUTHWEST OF HEBER SPRINGS, GO WESTERLY ON STATE
 FG1692'HIGHWAY 16 FOR 0.9 MILE TO A CROSS ROAD IN THE VILLAGE OF PEARSON.
 FG1692'CONTINUE AHEAD AND GO WESTERLY ON THE HIGHWAY FOR 1.2 MILES TO A
 FG1692'CROSS ROAD AND MC GIBNEYS GROCERY ON THE RIGHT.  CONTINUE
 FG1692'AHEAD AND GO WESTERLY ON THE HIGHWAY FOR 1.2 MILES TO A
 FG1692'CROSSROAD AND MC GIBNEYS GROCERY ON THE RIGHT.  CONTINUE AHEAD
 FG1692'AND GO WESTERLY ON HIGHWAY FOR 1.2 MILES TO A FORK AND SIGN
 FG1692'TILBURYS MILLER POINT LOOKOUT.  TAKE THE RIGHT FORK AND GO
 FG1692'NORTHERLY ON GRADED ROAD FOR 2.65 MILES TO A SIDE ROAD RIGHT AND
 FG1692'J.T. JONES MAIL BOX ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 FG1692'GRADED ROAD FOR 0.5 MILE TO MR.  JONES HOUSE.  (THE AZIMUTH MARK
 FG1692'IS 98 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE.)
 FG1692'CONTINUE EAST ON FIELD ROAD FOR 0.35 MILE TO THE STATION ON THE
 FG1692'RIGHT.
 FG1692'
 FG1692'STATION MARK IS A STANDARD DISK, STAMPED MILLER 1954, SET IN
 FG1692'THE TOP OF A ROUND CONCRETE POST 4 INCHES BELOW THE GROUND
 FG1692'SURFACE.  IT IS 135 FEET SOUTH OF THE CENTER OF THE FIELD ROAD
 FG1692'AND 3 FEET SOUTH OF A METAL WITNESS POST.
 FG1692'
 FG1692'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILLER NO 1 1954,
 FG1692'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 FG1692'IT IS 33 FEET NORTHEAST OF THE METAL WITNESS POST AND ABOUT
 FG1692'THE SAME ELEVATION AS THE STATION MARK.
 FG1692'
 FG1692'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILLER NO 2 1954,
 FG1692'SET IN THE TOP OF A ROUND CONCRETE POST, PROJECTING 3 INCHES.
 FG1692'IT IS 41 FEET SOUTHEAST OF THE METAL WITNESS POST AND ABOUT 1
 FG1692'FOOT LOWER THAN THE STATION MARK.
 FG1692'
 FG1692'AZIMUTH MARK IS A STANDARD DISK, MILLER 1954, SET IN THE
 FG1692'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 98
 FG1692'FEET EAST OF THE SOUTHEAST CORNER OF MR. JONES HOUSE, 1 FOOT
 FG1692'EAST OF A FENCE AND 1.5 FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1582 ***********************************************************************
 DL1582  DESIGNATION -  MINERAL SPRINGS MUNICIPAL TANK
 DL1582  PID         -  DL1582
 DL1582  STATE/COUNTY-  AR/HOWARD
 DL1582  USGS QUAD   -  MINERAL SPRINGS SOUTH (1975)
 DL1582
 DL1582                         *CURRENT SURVEY CONTROL
 DL1582  ___________________________________________________________________
 DL1582* NAD 83(1997)-  33 52 30.37318(N)    093 55 18.15664(W)     ADJUSTED  
 DL1582* NAVD 88     -                                                        
 DL1582  ___________________________________________________________________
 DL1582  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DL1582  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DL1582
 DL1582  HORZ ORDER  -  THIRD
 DL1582
 DL1582.The horizontal coordinates were established by classical geodetic methods
 DL1582.and adjusted by the National Geodetic Survey in September 1999..
 DL1582
 DL1582
 DL1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1582
 DL1582.The geoid height was determined by GEOID03.
 DL1582
 DL1582;                    North         East     Units Scale Factor Converg.
 DL1582;SPC AR S     -   535,698.866   222,228.059   MT  0.99992231   -1 04 32.0
 DL1582;SPC AR S     - 1,757,538.70    729,093.22   sFT  0.99992231   -1 04 32.0
 DL1582;UTM  15      - 3,748,690.052   414,756.288   MT  0.99968958   -0 30 49.6
 DL1582
 DL1582                          SUPERSEDED SURVEY CONTROL
 DL1582
 DL1582  NAD 83(1997)-  33 52 30.37920(N)    093 55 18.15228(W) AD(       ) 4
 DL1582  NAD 83(1997)-  33 52 30.37920(N)    093 55 18.15209(W) AD(       ) 4
 DL1582  NAD 83(1986)-  33 52 30.38130(N)    093 55 18.14753(W) AD(       ) 4
 DL1582  NAD 27      -  33 52 29.96000(N)    093 55 17.47300(W) AD(       ) 3
 DL1582
 DL1582.Superseded values are not recommended for survey control.
 DL1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1582.See file dsdata.txt to determine how the superseded data were derived.
 DL1582
 DL1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1475648690(NAD 83)
 DL1582_MARKER: 53 = ELEVATED TANK
 DL1582
 DL1582  HISTORY     - Date     Condition        Report By
 DL1582  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1582  HISTORY     - 1951     GOOD             CGS
 DL1582
 DL1582                          STATION DESCRIPTION
 DL1582
 DL1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1582'THIS INTERSECTION STATION IS LOCATED IN THE W PART OF MINERAL
 DL1582'SPRINGS, 20 PACES W OF A N-S GRAVEL ROAD, 22 PACES S OF STATE
 DL1582'HIGHWAY 27.
 DL1582'
 DL1582'THE TANK IS SUPPORTED BY A FOUR-LEGGED STEEL TRUSS.  IT IS
 DL1582'PAINTED SILVER WITH THE NAME MINERAL SPRINGS IN BLACK LETTERING
 DL1582'ON THE NE SIDE.  THE TANK WAS ERECTED IN 1938 AND IS APPROXIMATELY
 DL1582'118 FEET HIGH.  THE POINT OBSERVED UPON WAS THE BALL FINIAL ON
 DL1582'TOP OF THE TANK.
 DL1582
 DL1582                          STATION RECOVERY (1951)
 DL1582
 DL1582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1582'ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1871 ***********************************************************************
 EH1871  DESIGNATION -  MINTON
 EH1871  PID         -  EH1871
 EH1871  STATE/COUNTY-  AR/LONOKE
 EH1871  USGS QUAD   -  OAK GROVE (1982)
 EH1871
 EH1871                         *CURRENT SURVEY CONTROL
 EH1871  ___________________________________________________________________
 EH1871* NAD 83(1997)-  34 58 41.04861(N)    091 52 36.74415(W)     ADJUSTED  
 EH1871* NAVD 88     -        94.926  (meters)     311.44   (feet)  ADJUSTED  
 EH1871  ___________________________________________________________________
 EH1871  X           -    -171,353.206 (meters)                     COMP
 EH1871  Y           -  -5,229,070.694 (meters)                     COMP
 EH1871  Z           -   3,635,912.468 (meters)                     COMP
 EH1871  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EH1871  ELLIP HEIGHT-          67.76  (meters)          (04/05/04) GPS OBS
 EH1871  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1871  DYNAMIC HT  -          94.838 (meters)     311.15  (feet)  COMP
 EH1871  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 EH1871
 EH1871  HORZ ORDER  -  B
 EH1871  VERT ORDER  -  FIRST     CLASS II
 EH1871  ELLP ORDER  -  SECOND    CLASS I
 EH1871
 EH1871.The horizontal coordinates were established by GPS observations
 EH1871.and adjusted by the National Geodetic Survey in April 2004..
 EH1871
 EH1871.The orthometric height was determined by differential leveling
 EH1871.and adjusted by the National Geodetic Survey in June 1991..
 EH1871
 EH1871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1871
 EH1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1871
 EH1871.The ellipsoidal height was determined by GPS observations
 EH1871.and is referenced to NAD 83.
 EH1871
 EH1871.The geoid height was determined by GEOID03.
 EH1871
 EH1871.The dynamic height is computed by dividing the NAVD 88
 EH1871.geopotential number by the normal gravity value computed on the
 EH1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1871.degrees latitude (g = 980.6199 gals.).
 EH1871
 EH1871.The modeled gravity was interpolated from observed gravity values.
 EH1871
 EH1871;                    North         East     Units Scale Factor Converg.
 EH1871;SPC AR S     -   656,383.864   411,243.607   MT  1.00005399   +0 04 08.1
 EH1871;SPC AR S     - 2,153,486.06  1,349,221.73   sFT  1.00005399   +0 04 08.1
 EH1871;SPC AR N     -    71,535.432   411,242.904   MT  0.99999151   +0 04 17.9
 EH1871;SPC AR N     -   234,695.83  1,349,219.43   sFT  0.99999151   +0 04 17.9
 EH1871;UTM  15      - 3,871,187.057   602,516.770   MT  0.99972953   +0 38 38.1
 EH1871
 EH1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1871!SPC AR S     -   0.99998936  x   1.00005399  =   1.00004335
 EH1871!SPC AR N     -   0.99998936  x   0.99999151  =   0.99998087
 EH1871!UTM  15      -   0.99998936  x   0.99972953  =   0.99971890
 EH1871
 EH1871:                Primary Azimuth Mark                     Grid Az
 EH1871:SPC AR S     -  MINTON AZ MK                             013 57 29.8
 EH1871:SPC AR N     -  MINTON AZ MK                             013 57 20.0
 EH1871:UTM  15      -  MINTON AZ MK                             013 22 59.8
 EH1871
 EH1871|---------------------------------------------------------------------|
 EH1871| PID    Reference Object                     Distance      Geod. Az  |
 EH1871|                                                           dddmmss.s |
 EH1871| CY6978 MINTON AZ MK                                       0140137.9 |
 EH1871| EH1870 MINTON RM 1                          67.600 METERS 09726     |
 EH1871| EH3052 DALLAS LOUISVILLE AWY BCN 35        APPROX.31.0 KM 1132409.4 |
 EH1871| EH3077 DALLAS LOUISVILLE AWY BCN 33        APPROX.21.8 KM 1512455.3 |
 EH1871| EH3083 DALLAS LOUISVILLE AWY BCN 32        APPROX.24.9 KM 2053929.0 |
 EH1871| EH1872 MINTON RM 2                          30.990 METERS 23905     |
 EH1871| FF1861 BEEBE MUNICIPAL TANK                APPROX.10.0 KM 3591200.7 |
 EH1871|---------------------------------------------------------------------|
 EH1871
 EH1871                          SUPERSEDED SURVEY CONTROL
 EH1871
 EH1871  NAD 83(1997)-  34 58 41.04610(N)    091 52 36.74793(W) AD(       ) 1
 EH1871  NAD 83(1986)-  34 58 41.04930(N)    091 52 36.74499(W) AD(       ) 1
 EH1871  NAD 27      -  34 58 40.73400(N)    091 52 36.23500(W) AD(       ) 1
 EH1871  NAVD 88 (04/05/04)   94.93   (m)          311.4    (f) LEVELING    3  
 EH1871  NGVD 29 (??/??/92)   94.927  (m)          311.44   (f) ADJ UNCH    1 2
 EH1871
 EH1871.Superseded values are not recommended for survey control.
 EH1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1871.See file dsdata.txt to determine how the superseded data were derived.
 EH1871
 EH1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0251771187(NAD 83)
 EH1871_MARKER: DS = TRIANGULATION STATION DISK
 EH1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH1871_STAMPING: MINTON 1934
 EH1871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1871+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 EH1871
 EH1871  HISTORY     - Date     Condition        Report By
 EH1871  HISTORY     - 1934     MONUMENTED       CGS
 EH1871  HISTORY     - 1955     GOOD             CGS
 EH1871  HISTORY     - 1957     GOOD             CGS
 EH1871  HISTORY     - 1967     GOOD             CGS
 EH1871  HISTORY     - 1967     GOOD             CGS
 EH1871  HISTORY     - 19760428 GOOD             USGS
 EH1871  HISTORY     - 20020606 GOOD             USACE
 EH1871
 EH1871                          STATION DESCRIPTION
 EH1871
 EH1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 EH1871'ABOUT 17.5 MILES BY ROAD S OF SEARCY, 6.9 MILES S OF BEEBE,
 EH1871'350 PACES W OF STATE HIGHWAY 31.  IN THE NE 1/4 SEC. 17, T 4
 EH1871'N, R 8 W, ON LAND BELONGING TO W.C. MINTON.  THE STATION
 EH1871'IS ON THE HIGHEST POINT OF AN OLD CULTIVATED FIELD, 3.50
 EH1871'METERS N OF FENCE ON N EDGE OF WOODS.
 EH1871'
 EH1871'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH1871'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH1871'
 EH1871'REFERENCE MARK NO.1 IS E OF STATION ALONG AN E-W FENCE 221.89
 EH1871'FEET, (67.60 METERS).
 EH1871'
 EH1871'REFERENCE MARK NO.2 IS W OF STATION ALONG AN E-W FENCE 101.70
 EH1871'FEET, (30.99 METERS).
 EH1871'
 EH1871'AZIMUTH MARK IS 0.6 MILE NE OF STATION ALONG AN E-W FENCE
 EH1871'50 YARDS W OF STATE HIGHWAY 31.
 EH1871'
 EH1871'TO REACH FROM BEEBE, TAKE STATE HIGHWAY 31, AT A STOP AND
 EH1871'GO SIGNAL ON MAIN STREET INTERSECTION AND GO S 6.9 MILES,
 EH1871'HERE TAKE OLD ROAD THRU GATE AND CONTINUE W THRU FIELD 350
 EH1871'PACES TO STATION.
 EH1871'
 EH1871'HEIGHT OF LIGHT ABOVE STATION MARK - 44 METERS.
 EH1871
 EH1871                          STATION RECOVERY (1955)
 EH1871
 EH1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 EH1871'8.45 MI. W ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH
 EH1871'STATE HIGHWAY 13 AT HICKORY PLAINS, THENCE 0.2 MI. S ALONG
 EH1871'STATE HIGHWAY 31, THENCE 0.15 MI. W THROUGH A CATTLE LOT,
 EH1871'IN THE S EDGE OF A FIELD, 108 FT. E OF A FENCE CORNER,
 EH1871'42 FT. N OF THE S EDGE OF A FIELD, A TRIANGULATION-STATION
 EH1871'DISK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 EH1871'FT. ABOVE THE GROUND, AND STAMPED MINTON 1934.
 EH1871'
 EH1871'REFERENCE MARK 1 IS 221.8 FT. E OF THE TRIANGULATION STATION,
 EH1871'243 FT. SW OF THE SW CORNER OF A CATTLE BARN, 9.5 FT. W OF
 EH1871'A LONE 24-IN. OAK TREE, 4 FT. S OF A WITNESS POST, A
 EH1871'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1871'0.6 FT. ABOVE THE GROUND, AND STAMPED MINTON NO 1 1934.
 EH1871'
 EH1871'REFERENCE MARK 2 IS 101.7 FT. SW OF THE TRIANGULATION STATION,
 EH1871'17.7 FT. E OF A FENCE, A REFERENCE-MARK DISK, SET IN THE TOP
 EH1871'OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE THE GROUND, AND
 EH1871'STAMPED MINTON NO 2 1934.
 EH1871
 EH1871                          STATION RECOVERY (1957)
 EH1871
 EH1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EH1871'STATION WAS RECOVERED AS DESCRIBED, AND BOTH REFERENCE MARKS
 EH1871'WERE FOUND IN GOOD CONDITION.
 EH1871'
 EH1871'NO SEARCH FOR THE AZIMUTH MARK WAS MADE BY THIS PARTY.
 EH1871
 EH1871                          STATION RECOVERY (1967)
 EH1871
 EH1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH1871'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EH1871'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH1871'
 EH1871'THE STATION IS LOCATED ON THE HIGHEST PART OF PASTURE LAND,
 EH1871'IN THE NORTHEAST 1/4 OF SECTION 17, T 4 N, R 8 W, ABOUT 8
 EH1871'MILES WEST OF HICKORY PLAINS, 7 MILES SOUTH OF BEEBE AND 1/2
 EH1871'MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 31 AND 38.
 EH1871'
 EH1871'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN
 EH1871'HICKORY PLAINS, GO WEST ON STATE HIGHWAY 38 FOR 8.4 MILES
 EH1871'TO THE JUNCTION OF STATE HIGHWAY 31.  TURN LEFT AND GO SOUTH
 EH1871'ON STATE HIGHWAY 31 FOR 0.15 MILE TO A CONCRETE BLOCK MILK
 EH1871'BARN ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE AT THE SOUTH
 EH1871'END OF THE MILK BARN AND GO WEST ACROSS PASTURE FOR 0.25
 EH1871'MILE TO THE HIGHEST PART OF THE PASTURE AND STATION.  TO
 EH1871'REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 EH1871'31 AND 38, GO NORTH ON STATE HIGHWAY 31 FOR 0.5 MILE TO THE
 EH1871'MARK ON THE LEFT.
 EH1871'
 EH1871'STATION MARK IS A STANDARD DISK, STAMPED MINTON 1934, SET
 EH1871'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 EH1871'IT IS 226 FEET WEST-NORTHWEST OF A 30 INCH OAK TREE AND 37
 EH1871'FEET SOUTH OF A FENCE.
 EH1871'
 EH1871'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MINTON NO 1 1934,
 EH1871'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES.
 EH1871'IT IS 243 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 EH1871'75 FEET SOUTH OF A FENCE, 9 FEET WEST OF THE 30 INCH OAK
 EH1871'TREE AND 4.5 FEET SOUTH OF A WITNESS POST.
 EH1871'
 EH1871'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MINTON NO 2
 EH1871'1934, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 EH1871'INCHES.  IT IS 88 FEET SOUTH OF THE FENCE AND ABOUT THE SAME
 EH1871'ELEVATION AS THE STATION.
 EH1871'
 EH1871'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED MINTON
 EH1871'AZI 1934, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 EH1871'FLUSH WITH THE GROUND SURFACE.  IT IS 115 FEET WEST OF STATE
 EH1871'HIGHWAY 31, 42 FEET NORTHWEST OF A T-FENCE INTERSECTION, 24
 EH1871'FEET NORTH OF A FENCE, 34 FEET WEST OF A POWERLINE GUY POLE
 EH1871'AND 1 FOOT EAST OF A METAL WITNESS POST.
 EH1871'
 EH1871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES
 EH1871'WEST OF HICKORY PLAINS
 EH1871
 EH1871                          STATION RECOVERY (1967)
 EH1871
 EH1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH1871'8.8 MI W FROM HICKORY PLAINS.
 EH1871'FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY PLAINS, GO
 EH1871'WEST ON STATE HIGHWAY 38 FOR 8.4 MILES TO THE JUNCITON OF STATE
 EH1871'HIGHWAY 31, THENCE SOUTH ON STATE HIGHWAY 31 FOR 0.15 MILE TO A
 EH1871'CONCRETE BLOCK MILK BARN ON THE RIGHT, THENCE WEST ACROSS PASTURE FOR
 EH1871'0.25 MILE TO THE HIGHEST PART OF THE PASTURE AND THE MARK, 226 FEET
 EH1871'WEST-NORTHWEST OF A 30 INCH OAK TREE AND 37 FEET SOUTH OF A FENCE.
 EH1871
 EH1871                          STATION RECOVERY (1976)
 EH1871
 EH1871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JPM)
 EH1871'RECOVERED IN GOOD CONDITION.
 EH1871
 EH1871                          STATION RECOVERY (2002)
 EH1871
 EH1871'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1870 ***********************************************************************
 EH1870  DESIGNATION -  MINTON RM 1
 EH1870  PID         -  EH1870
 EH1870  STATE/COUNTY-  AR/LONOKE
 EH1870  USGS QUAD   -  OAK GROVE (1982)
 EH1870
 EH1870                         *CURRENT SURVEY CONTROL
 EH1870  ___________________________________________________________________
 EH1870* NAD 83(1986)-  34 58 40.     (N)    091 52 35.     (W)     SCALED    
 EH1870* NAVD 88     -        93.734  (meters)     307.53   (feet)  ADJUSTED  
 EH1870  ___________________________________________________________________
 EH1870  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1870  DYNAMIC HT  -          93.648 (meters)     307.24  (feet)  COMP
 EH1870  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 EH1870
 EH1870  VERT ORDER  -  FIRST     CLASS II
 EH1870
 EH1870.The horizontal coordinates were scaled from a topographic map and have
 EH1870.an estimated accuracy of +/- 6 seconds.
 EH1870
 EH1870.The orthometric height was determined by differential leveling
 EH1870.and adjusted by the National Geodetic Survey in June 1991..
 EH1870
 EH1870.The geoid height was determined by GEOID03.
 EH1870
 EH1870.The dynamic height is computed by dividing the NAVD 88
 EH1870.geopotential number by the normal gravity value computed on the
 EH1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1870.degrees latitude (g = 980.6199 gals.).
 EH1870
 EH1870.The modeled gravity was interpolated from observed gravity values.
 EH1870
 EH1870;                    North         East    Units  Estimated Accuracy
 EH1870;SPC AR S     -   656,350.      411,290.      MT  (+/- 180 meters Scaled)
 EH1870
 EH1870                          SUPERSEDED SURVEY CONTROL
 EH1870
 EH1870  NGVD 29 (??/??/??)   93.736  (m)          307.53   (f) ADJUSTED    1 2
 EH1870
 EH1870.Superseded values are not recommended for survey control.
 EH1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1870.See file dsdata.txt to determine how the superseded data were derived.
 EH1870
 EH1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU025711(NAD 83)
 EH1870_MARKER: DR = REFERENCE MARK DISK
 EH1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1870_STAMPING: MINTON NO 1 1934
 EH1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1870+STABILITY: SURFACE MOTION
 EH1870
 EH1870  HISTORY     - Date     Condition        Report By
 EH1870  HISTORY     - 1934     MONUMENTED       CGS
 EH1870  HISTORY     - 1967     GOOD             CGS
 EH1870  HISTORY     - 19760428 GOOD             USGS
 EH1870
 EH1870                          STATION DESCRIPTION
 EH1870
 EH1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1870'8.8 MI W FROM HICKORY PLAINS.
 EH1870'FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY PLAINS, GO
 EH1870'WEST ON STATE HIGHWAY 38 FOR 8.4 MILES TO THE JUNCTION OF STATE
 EH1870'HIGHWAY 31, THENCE SOUTH ON STATE HIGHWAY 31 FOR 0.15 MILE TO A
 EH1870'CONCRETE BLOCK MILK BARN ON THE RIGHT, THENCE WEST ACROSS PASTURE FOR
 EH1870'0.25 MILE TO A 30 INCH OAK TREE AND THE MARK, 231.8 FEET EAST OF
 EH1870'TRIANGULATION STATION MINTON, 243 FEET SOUTHWEST OF THE SOUTHWEST
 EH1870'CORNER OF A BARN, 75 FEET SOUTH OF A FENCE, 9 FEET WEST OF A 30 INCH
 EH1870'OAK TREE, 4.5 FEET SOUTH OF A WITNESS POST AND SET IN THE TOP OF A
 EH1870'ROUND CONCRETE POST PROJECTING 5 INCHES.
 EH1870
 EH1870                          STATION RECOVERY (1976)
 EH1870
 EH1870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JPM)
 EH1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1872 ***********************************************************************
 EH1872  DESIGNATION -  MINTON RM 2
 EH1872  PID         -  EH1872
 EH1872  STATE/COUNTY-  AR/LONOKE
 EH1872  USGS QUAD   -  OAK GROVE (1982)
 EH1872
 EH1872                         *CURRENT SURVEY CONTROL
 EH1872  ___________________________________________________________________
 EH1872* NAD 83(1986)-  34 58 41.     (N)    091 52 38.     (W)     SCALED    
 EH1872* NAVD 88     -        94.504  (meters)     310.05   (feet)  ADJUSTED  
 EH1872  ___________________________________________________________________
 EH1872  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1872  DYNAMIC HT  -          94.417 (meters)     309.77  (feet)  COMP
 EH1872  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 EH1872
 EH1872  VERT ORDER  -  FIRST     CLASS II
 EH1872
 EH1872.The horizontal coordinates were scaled from a topographic map and have
 EH1872.an estimated accuracy of +/- 6 seconds.
 EH1872
 EH1872.The orthometric height was determined by differential leveling
 EH1872.and adjusted by the National Geodetic Survey in June 1991..
 EH1872
 EH1872.The geoid height was determined by GEOID03.
 EH1872
 EH1872.The dynamic height is computed by dividing the NAVD 88
 EH1872.geopotential number by the normal gravity value computed on the
 EH1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1872.degrees latitude (g = 980.6199 gals.).
 EH1872
 EH1872.The modeled gravity was interpolated from observed gravity values.
 EH1872
 EH1872;                    North         East    Units  Estimated Accuracy
 EH1872;SPC AR S     -   656,380.      411,210.      MT  (+/- 180 meters Scaled)
 EH1872
 EH1872                          SUPERSEDED SURVEY CONTROL
 EH1872
 EH1872  NGVD 29 (??/??/??)   94.506  (m)          310.06   (f) ADJUSTED    1 2
 EH1872
 EH1872.Superseded values are not recommended for survey control.
 EH1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1872.See file dsdata.txt to determine how the superseded data were derived.
 EH1872
 EH1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU024711(NAD 83)
 EH1872_MARKER: DR = REFERENCE MARK DISK
 EH1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1872_STAMPING: MINTON NO 2 1934
 EH1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1872+STABILITY: SURFACE MOTION
 EH1872
 EH1872  HISTORY     - Date     Condition        Report By
 EH1872  HISTORY     - 1934     MONUMENTED       CGS
 EH1872  HISTORY     - 1967     GOOD             CGS
 EH1872  HISTORY     - 19760428 GOOD             USGS
 EH1872
 EH1872                          STATION DESCRIPTION
 EH1872
 EH1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1872'8.8 MI W FROM HICKORY PLAINS.
 EH1872'FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY PLAINS, GO
 EH1872'WEST ON STATE HIGHWAY 38 FOR 8.4 MILES TO THE JUNCTION OF STATE
 EH1872'HIGHWAY 31, THENCE SOUTH ON STATE HIGHWAY 31 FOR 0.15 MILE TO A
 EH1872'CONCRETE BLOCK MILK BARN ON THE RIGHT, THENCE WEST ACROSS PASTURE FOR
 EH1872'0.25 MILE TO THE HIGHEST PART OF THE PASTURE AND THE MARK, 101.7 FEET
 EH1872'SOUTHWEST OF TRIANGULATION STATION MINTON, 88 FEET SOUTH OF A FENCE
 EH1872'AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
 EH1872
 EH1872                          STATION RECOVERY (1976)
 EH1872
 EH1872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JPM)
 EH1872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0931 ***********************************************************************
 EH0931  DESIGNATION -  MLW HELENA 98
 EH0931  PID         -  EH0931
 EH0931  STATE/COUNTY-  AR/PHILLIPS
 EH0931  USGS QUAD   -  HELENA (1982)
 EH0931
 EH0931                         *CURRENT SURVEY CONTROL
 EH0931  ___________________________________________________________________
 EH0931* NAD 83(1986)-  34 31 05.     (N)    090 35 04.     (W)     SCALED    
 EH0931* NAVD 88     -        56.208  (meters)     184.41   (feet)  ADJUSTED  
 EH0931  ___________________________________________________________________
 EH0931  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0931  DYNAMIC HT  -          56.153 (meters)     184.23  (feet)  COMP
 EH0931  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EH0931
 EH0931  VERT ORDER  -  SECOND    CLASS 0
 EH0931
 EH0931.The horizontal coordinates were scaled from a topographic map and have
 EH0931.an estimated accuracy of +/- 6 seconds.
 EH0931
 EH0931.The orthometric height was determined by differential leveling
 EH0931.and adjusted by the National Geodetic Survey in June 1991..
 EH0931
 EH0931.The geoid height was determined by GEOID03.
 EH0931
 EH0931.The dynamic height is computed by dividing the NAVD 88
 EH0931.geopotential number by the normal gravity value computed on the
 EH0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0931.degrees latitude (g = 980.6199 gals.).
 EH0931
 EH0931.The modeled gravity was interpolated from observed gravity values.
 EH0931
 EH0931;                    North         East    Units  Estimated Accuracy
 EH0931;SPC AR S     -   606,240.      529,970.      MT  (+/- 180 meters Scaled)
 EH0931
 EH0931                          SUPERSEDED SURVEY CONTROL
 EH0931
 EH0931  NGVD 29 (??/??/??)   56.301  (m)          184.71   (f) ADJUSTED    2 0
 EH0931
 EH0931.Superseded values are not recommended for survey control.
 EH0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0931.See file dsdata.txt to determine how the superseded data were derived.
 EH0931
 EH0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU217222(NAD 83)
 EH0931_MARKER: P = PIPE CAP
 EH0931_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0931_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0931
 EH0931  HISTORY     - Date     Condition        Report By
 EH0931  HISTORY     - UNK      MONUMENTED       DOD
 EH0931  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0931
 EH0931                          STATION DESCRIPTION
 EH0931
 EH0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0931'IN HELENA.
 EH0931'AT HELENA, PHILLIPS COUNTY, ON THE WATER FRONT, DIRECTLY EAST OF THE
 EH0931'MISSOURI PACIFIC RAILROAD STATION, AND 40 FEET EAST OF A POINT 30 FEET
 EH0931'SOUTH OF A GATE IN THE CONCRETE SEA WALL.  A CORPS OF ENGINEERS, U.S.
 EH0931'ARMY, STANDARD CAP, RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0876 ***********************************************************************
 GE0876  DESIGNATION -  MOARK
 GE0876  PID         -  GE0876
 GE0876  STATE/COUNTY-  AR/FULTON
 GE0876  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE0876
 GE0876                         *CURRENT SURVEY CONTROL
 GE0876  ___________________________________________________________________
 GE0876* NAD 83(1997)-  36 29 57.02940(N)    091 34 49.93142(W)     ADJUSTED  
 GE0876* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 GE0876  ___________________________________________________________________
 GE0876  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GE0876  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GE0876
 GE0876  HORZ ORDER  -  FIRST
 GE0876
 GE0876.The horizontal coordinates were established by classical geodetic methods
 GE0876.and adjusted by the National Geodetic Survey in September 1999..
 GE0876
 GE0876.The orthometric height was scaled from a topographic map.
 GE0876
 GE0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0876
 GE0876.The geoid height was determined by GEOID03.
 GE0876
 GE0876;                    North         East     Units Scale Factor Converg.
 GE0876;SPC AR N     -   240,376.249   437,582.863   MT  1.00006337   +0 14 38.7
 GE0876;SPC AR N     -   788,634.41  1,435,636.44   sFT  1.00006337   +0 14 38.7
 GE0876;SPC MO E     -    74,421.218   153,197.278   MT  1.00004875   -0 38 34.0
 GE0876;SPC MO C     -    74,271.393   582,372.172   MT  1.00001690   +0 32 49.0
 GE0876;UTM  15      - 4,040,253.327   627,125.615   MT  0.99979911   +0 50 39.9
 GE0876
 GE0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0876!SPC AR N     -   0.99996695  x   1.00006337  =   1.00003032
 GE0876!SPC MO E     -   0.99996695  x   1.00004875  =   1.00001570
 GE0876!SPC MO C     -   0.99996695  x   1.00001690  =   0.99998385
 GE0876!UTM  15      -   0.99996695  x   0.99979911  =   0.99976607
 GE0876
 GE0876|---------------------------------------------------------------------|
 GE0876| PID    Reference Object                     Distance      Geod. Az  |
 GE0876|                                                           dddmmss.s |
 GE0876| CI2537 MOARK RM 1                           48.430 METERS 09125     |
 GE0876| CI2536 MOARK AZ MK                                        2742831.7 |
 GE0876| CI2538 MOARK RM 2                           54.005 METERS 29237     |
 GE0876|---------------------------------------------------------------------|
 GE0876
 GE0876                          SUPERSEDED SURVEY CONTROL
 GE0876
 GE0876  NAD 83(1986)-  36 29 57.03755(N)    091 34 49.92954(W) AD(       ) 1
 GE0876  NAD 27      -  36 29 56.81400(N)    091 34 49.41700(W) AD(       ) 1
 GE0876
 GE0876.Superseded values are not recommended for survey control.
 GE0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0876.See file dsdata.txt to determine how the superseded data were derived.
 GE0876
 GE0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2712640253(NAD 83)
 GE0876_MARKER: DS = TRIANGULATION STATION DISK
 GE0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0876+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2006
 GE0876
 GE0876  HISTORY     - Date     Condition        Report By
 GE0876  HISTORY     - 1934     MONUMENTED       CGS
 GE0876  HISTORY     - 1953     GOOD             CGS
 GE0876  HISTORY     - 1959     GOOD             USGS
 GE0876  HISTORY     - 20060213 GOOD             INDIV
 GE0876
 GE0876                          STATION DESCRIPTION
 GE0876
 GE0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GE0876'THIS STATION IS LOCATED ON HIGH HILL ABOUT, 2.9 MILES W OF
 GE0876'MAMMOTH SPRINGS, ARKANSAS, ACROSS THE ROAD FROM PROPERTY
 GE0876'OCCUPIED BY MR. JAQUES, AND S OF THE MISSOURI-ARKANSAS STATE
 GE0876'LINE ROAD.  THE STATION IS 40.89 METERS S OF THE STATE LINE
 GE0876'ROAD (CENTER LINE), AND ABOUT 53 FEET S OF THE STATE LINE.
 GE0876'
 GE0876'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GE0876'SET IN THE TOPS OF CONCRETE CYLINDERS.
 GE0876'
 GE0876'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GE0876'
 GE0876'REFERENCE MARK NO. 1 IS LOCATED ON THE EASTERN SLOPE OF A HIGH
 GE0876'HILL, 48.8 FEET S OF THE CENTER LINE OF THE STATE LINE ROAD,
 GE0876'AND 68 FEET S OF AN E-W FENCE LINE.
 GE0876'
 GE0876'REFERENCE MARK NO. 2 IS LOCATED ON THE WESTERN SLOPE OF THE HILL,
 GE0876'2.5 FEET FROM AN E-W FENCE LINE, AND 24 FEET N OF THE
 GE0876'CENTER LINE OF THE STATE LINE ROAD.  REFERENCE MARK NO. 2 IS
 GE0876'177.18 FEET, NW OF THE STATION.
 GE0876'
 GE0876'THE AZIMUTH MARK IS 0.2 MILE W OF THE TRIANGULATION STATION, ALONG
 GE0876'AN E-W FENCE LINE, 15.4 FEET N OF THE STATE LINE ROAD.
 GE0876'
 GE0876'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE IN OREGON
 GE0876'COUNTY, MISSOURI, WHILE THE STATION MARK AND REFERENCE MARK
 GE0876'NO. 1 ARE IN FULTON COUNTY, ARKANSAS.
 GE0876'
 GE0876'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 GE0876
 GE0876                          STATION RECOVERY (1953)
 GE0876
 GE0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0876'RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS FOUND TO BE IN
 GE0876'GOOD CONDITION, ON PROPERTY BELONGING TO MRS. C. CASH.
 GE0876'
 GE0876'TO REACH FROM THE JUNCTIONS OF U.S. 63 AND STATE HIGHWAY 9
 GE0876'IN MAMMOTH SPRING, FOLLOW STATE HIGHWAY 9 WESTERLY FOR 2.9
 GE0876'MILES TO A CROSSROAD, TURN RIGHT (N) AND GO 0.65 MILE TO
 GE0876'A T-ROAD, TURN RIGHT (E) AND GO 0.15 MILE TO THE STATION
 GE0876'THE RIGHT SOUTH.  THIS STATION WAS NOT OCCUPIED IN 1953.
 GE0876
 GE0876                          STATION RECOVERY (1959)
 GE0876
 GE0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GE0876'STATION WAS RECOVERED IN GOOD CONDITION.
 GE0876'
 GE0876'THE STATION IS LOCATED ON HIGH HILL ABOUT 2.9 MILES W OF
 GE0876'MAMMOTH SPRING, ARKANSAS, ACROSS THE ROAD FROM PROPERTY
 GE0876'OCCUPIED BY MRS. GARLAND JEFFERY, AND S OF THE MISSOURI-ARKANSAS
 GE0876'STATE LINE ROAD.  THE STATION IS 40.89 FEET S OF THE STATE LINE
 GE0876'ROAD (CENTER LINE), AND ABOUT 53 FEET S OF THE STATE LINE,
 GE0876'ON PROPERTY BELONGING TO MR. V. HALL.
 GE0876
 GE0876                          STATION RECOVERY (2006)
 GE0876
 GE0876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 GE0876'KENNETH W. COTTER, ARKANSAS PROFESSIONAL LAND SURVEYOR, NO. 1057
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1011 ***********************************************************************
 GE1011  DESIGNATION -  MOARK
 GE1011  PID         -  GE1011
 GE1011  STATE/COUNTY-  AR/CLAY
 GE1011  USGS QUAD   -  POLLARD (1984)
 GE1011
 GE1011                         *CURRENT SURVEY CONTROL
 GE1011  ___________________________________________________________________
 GE1011* NAD 83(1997)-  36 29 50.60754(N)    090 16 01.81950(W)     ADJUSTED  
 GE1011* NAVD 88     -        93.21   (+/-2cm)     305.8    (feet)  VERTCON   
 GE1011  ___________________________________________________________________
 GE1011  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GE1011  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GE1011
 GE1011  HORZ ORDER  -  FIRST
 GE1011  VERT ORDER  -  THIRD ? (See Below)
 GE1011
 GE1011.The horizontal coordinates were established by classical geodetic methods
 GE1011.and adjusted by the National Geodetic Survey in February 2000..
 GE1011
 GE1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1011.The vertical order pertains to the NGVD 29 superseded value.
 GE1011
 GE1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1011
 GE1011.The geoid height was determined by GEOID03.
 GE1011
 GE1011;                    North         East     Units Scale Factor Converg.
 GE1011;SPC AR N     -   241,464.392   555,252.915   MT  1.00006288   +1 00 30.0
 GE1011;SPC AR N     -   792,204.43  1,821,692.27   sFT  1.00006288   +1 00 30.0
 GE1011;SPC MO E     -    73,705.509   270,858.635   MT  0.99993869   +0 08 18.5
 GE1011;UTM  15      - 4,042,592.262   744,774.717   MT  1.00033824   +1 37 34.5
 GE1011
 GE1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1011!SPC AR N     -   0.99998989  x   1.00006288  =   1.00005277
 GE1011!SPC MO E     -   0.99998989  x   0.99993869  =   0.99992859
 GE1011!UTM  15      -   0.99998989  x   1.00033824  =   1.00032813
 GE1011
 GE1011:                Primary Azimuth Mark                     Grid Az
 GE1011:SPC AR N     -  MOARK AZ MK                              152 59 24.7
 GE1011:SPC MO E     -  MOARK AZ MK                              153 51 36.2
 GE1011:UTM  15      -  MOARK AZ MK                              152 22 20.2
 GE1011
 GE1011|---------------------------------------------------------------------|
 GE1011| PID    Reference Object                     Distance      Geod. Az  |
 GE1011|                                                           dddmmss.s |
 GE1011| CI4670 MOARK AZ MK                                        1535954.7 |
 GE1011| CI4671 MOARK RM 1                           29.527 METERS 21524     |
 GE1011| CI4673 MOARK RM 3                           30.532 METERS 33229     |
 GE1011| CI4672 MOARK RM 2                           30.531 METERS 33229     |
 GE1011|---------------------------------------------------------------------|
 GE1011
 GE1011                          SUPERSEDED SURVEY CONTROL
 GE1011
 GE1011  NAD 83(1997)-  36 29 50.60906(N)    090 16 01.82053(W) AD(       ) 1
 GE1011  NAD 83(1986)-  36 29 50.61402(N)    090 16 01.81960(W) AD(       ) 1
 GE1011  NAD 27      -  36 29 50.40210(N)    090 16 01.45280(W) AD(       ) 1
 GE1011  NGVD 29 (07/19/86)   93.21   (m)          305.8    (f) LEVELING    3  
 GE1011
 GE1011.Superseded values are not recommended for survey control.
 GE1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1011.See file dsdata.txt to determine how the superseded data were derived.
 GE1011
 GE1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4477542592(NAD 83)
 GE1011_MARKER: DS = TRIANGULATION STATION DISK
 GE1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1011
 GE1011  HISTORY     - Date     Condition        Report By
 GE1011  HISTORY     - 1954     MONUMENTED       CGS
 GE1011  HISTORY     - 1957     GOOD             CGS
 GE1011  HISTORY     - 1963     GOOD             CGS
 GE1011  HISTORY     - 1970     GOOD             NGS
 GE1011  HISTORY     - 20040405 MARK NOT FOUND   MODNR
 GE1011
 GE1011                          STATION DESCRIPTION
 GE1011
 GE1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE1011'THE STATION IS LOCATED ABOUT 10 MILES WEST OF CAMPBELL, ABOUT 5
 GE1011'MILES NORTH OF POLLARD AND ABOUT 1 MILE SOUTH OF FAGUS ON LAND
 GE1011'OWNED BY THE BOEVING BROS. OF CAMPBELL.  IT IS 65 FEET SOUTH OF
 GE1011'AN IMPLEMENT SHED AND 39 FEET EAST OF THE NORTHEAST CORNER OF A
 GE1011'CORNCRIB.  IT IS SET 18 INCHES BELOW THE SURFACE OF THE GROUND
 GE1011'AND IS STAMPED MOARK 1954.
 GE1011'
 GE1011'REFERENCE MARK NO. 1 IS 56 FEET SOUTHWEST OF THE SOUTHEAST
 GE1011'CORNER OF A CORNCRIB AND 3 FEET EAST OF A DRAIN DITCH.  IT
 GE1011'PROJECTS 6 INCHES AND IS STAMPED MOARK NO 1 1954.
 GE1011'
 GE1011'REFERENCE MARK NO. 2 IS 56 FEET EAST OF THE NORTHEAST CORNER
 GE1011'OF THE HOUSE AND 48 FEET WEST OF THE SOUTHWEST CORNER OF AN
 GE1011'IMPLEMENT SHED.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 GE1011'AND IS STAMPED MOARK NO 2 1954.
 GE1011'
 GE1011'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 168.0 FEET.
 GE1011'
 GE1011'THE AZIMUTH MARK IS 34 FEET SOUTH OF A DRIVEWAY TO A FARMHOUSE, 29
 GE1011'FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT NORTH OF A
 GE1011'POWERLINE POLE.  IT PROJECTS 6 INCHES AND IS STAMPED MOARK 1954.
 GE1011'
 GE1011'TO REACH THE STATION FROM THE POST OFFICE IN POLLARD GO NORTHEAST
 GE1011'FOR 0.2 MILE TO A LEFT FORK, TAKE LEFT FORK NORTH AND GO 4.1 MILES
 GE1011'TO THE AZIMUTH ON THE RIGHT AS DESCRIBED, CONTINUE NORTH FOR 0.3
 GE1011'MILE TO THE ARKANSAS-MISSOURI STATE LINE, TURN LEFT, WEST, AND GO
 GE1011'0.2 MILE TO STATION AND FARMHOUSE ON THE LEFT.
 GE1011'
 GE1011'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 GE1011
 GE1011                          STATION RECOVERY (1957)
 GE1011
 GE1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1011'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GE1011'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE IMPLEMENT SHED
 GE1011'REFERRED TO IN THE ORIGINAL DESCRIPTION HAS BEEN DESTROYED.
 GE1011'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GE1011'
 GE1011'STATION IS ABOUT 10 MILES WEST OF CAMPBELL, ABOUT 5 MILES NORTH
 GE1011'OF POLLARD AND ABOUT 1 MILE SOUTH OF FAGUS ON LAND OWNED BY THE
 GE1011'BOEVING BROTHERS OF CAMPBELL.  IT IS IN SECTION 36, T 22 N, R 7 E.
 GE1011'
 GE1011'REACHED FROM THE JUNCTIONS OF STATE HIGHWAYS 51 AND 53 IN QULIN,
 GE1011'GO SOUTH ON STATE HIGHWAY 51 FOR 6.3 MILES TO THE VILLAGE OF
 GE1011'FAGUS, CONTINUE SOUTHERLY ON HIGHWAY FOR 1.0 MILE TO A
 GE1011'T-INTERSECTION AND THE MISSOURI-ARKANSAS STATE LINE WITH A SMALL
 GE1011'STORE IN THE NORTHEAST ANGLE.  THE STATION IS 220 FEET SOUTHWEST
 GE1011'OF THE SOUTHWEST CORNER OF THE STORE.
 GE1011'
 GE1011'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 GE1011'ROAD FOR 0.1 MILE TO A FORK, TAKE RIGHT ROAD AND GO SOUTH FOR 0.45
 GE1011'MILE TO A FARM HOUSE ON THE LEFT AND THE MARK.
 GE1011'
 GE1011'STATION MARKS ARE STANDARD DISKS, STAMPED MOARK 1954.  THE
 GE1011'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, CONCRETE POST WHICH
 GE1011'IS 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 193 FEET
 GE1011'SOUTH OF THE CENTER OF A GRAVELED ROAD (MISSOURI AND ARKANSAS
 GE1011'STATE LINE ROAD), 127 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GE1011'OF A FARM HOUSE, 39 FEET EAST OF THE NORTHEAST CORNER OF A CORN
 GE1011'CRIB AND 27 FEET EAST OF THE CENTER OF A FARM ROAD.  THE
 GE1011'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 GE1011'48 INCHES BELOW THE SURFACE OF THE GROUND.
 GE1011'
 GE1011'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOARK NO 1 1954, SET
 GE1011'IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST THAT PROJECTS
 GE1011'6 INCHES.  IT IS 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GE1011'CORN CRIB, 6 FEET WEST OF A FARM ROAD AND 6 FEET EAST OF A
 GE1011'DRAINAGE DITCH.
 GE1011'
 GE1011'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOARK NO 2 1954,
 GE1011'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST THAT IS
 GE1011'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 103 FEET SOUTH OF
 GE1011'THE CENTER OF THE GRAVELED ROAD, 98 FEET NORTH OF THE NORTHEAST
 GE1011'CORNER OF THE CORN CRIB AND 56 FEET EAST OF THE NORTHEAST CORNER
 GE1011'OF THE FARM HOUSE.
 GE1011'
 GE1011'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MOARK 1954, SET IN
 GE1011'THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS 5
 GE1011'INCHES.  IT IS 122 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GE1011'HOUSE, 74 FEET NORTH OF A FENCE CORNER, 34 FEET SOUTH OF THE
 GE1011'ENTRANCE DRIVE TO A FARM HOUSE, 31 FEET EAST OF THE CENTER OF A
 GE1011'GRAVELED ROAD AND 1.5 FEET NORTH OF A POWERLINE POLE.
 GE1011'
 GE1011'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 34 METERS.
 GE1011
 GE1011                          STATION RECOVERY (1963)
 GE1011
 GE1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 GE1011'THE STATION WAS VISITED 12-8-63 AND THE STATION MARK, REFERENCE
 GE1011'MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 GE1011'CONDITION.  DUE TO LOCAL CHANGES AND THE VAGUENESS OF THE ORIGINAL
 GE1011'DESCRIPTION A NEW DESCRIPTION FOLLOWS-
 GE1011'
 GE1011'THE STATION IS LOCATED 4.5 MILES NORTH OF POLLARD, ARK, 1 MILE
 GE1011'SOUTH OF PAGUE, MISSOURI, 10 MILES WEST OF CAMPBELL, AT THE
 GE1011'MISSOURI-ARKANSAS STATE LINE, ON LAND OWNED BY BOEWING BROTHERS.
 GE1011'IT IS 128 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY
 GE1011'FRAME HOUSE, 95 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH
 GE1011'WALL OF THE TWO STORY HOUSE, 191 FEET SOUTH OF THE CENTERLINE
 GE1011'OF THE EAST-WEST GRAVELED ROAD ON THE STATE LINE, 73 FEET WEST
 GE1011'OF THE PROJECTED CENTERLINE OF THE ROAD LEADING NORTH
 GE1011'(MISSOURI STATE HIGHWAY 51), AND 37 FEET EAST OF THE EAST WALL
 GE1011'OF AN OLD SHED.  IT IS A STANDARD DISK, STAMPED MOARK 1954,
 GE1011'12 INCHES BELOW THE SURFACE OF THE GROUND.
 GE1011'
 GE1011'REFERENCE MARK NO. 1 IS 96.67 FEET SOUTHWEST OF THE STATION,
 GE1011'6 FEET EAST OF A DITCH, 53 FEET SOUTH OF THE SOUTHEND OF AN
 GE1011'OLD SHED, 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 GE1011'DISK, STAMPED MOARK NO 1 1954, PROJECTING 4 INCHES.
 GE1011'
 GE1011'REFERENCE MARK NO. 2 IS 100.17 FEET NORTHWEST OF THE STATION IN
 GE1011'THE FRONT YARD OF THE HOUSE, 76 FEET NORTH OF THE NORTHWEST CORNER
 GE1011'OF THE OLD SHED, 57 FEET EAST OF THE SOUTHEAST CORNER OF THE TWO
 GE1011'STORY BUILDING, 57 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 GE1011'OF THE SAME HOUSE, 103 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 GE1011'STATE LINE ROAD, 53 FEET EAST OF A 16-INCH TREE, 80 FEET SOUTH
 GE1011'OF A POWER POLE, AND 18 FEET SOUTH OF THE PROJECTED PLANE OF
 GE1011'THE NORTH WALL OF THE TWO STORY HOUSE.  IT IS A STANDARD DISK,
 GE1011'STAMPED MOARK NO 2 1954, FLUSH WITH THE GROUND.
 GE1011'
 GE1011'THE AZIMUTH MARK IS 0.45 MILE SOUTH-SOUTHEAST OF THE STATION, IN
 GE1011'THE FRONT YARD OF THE MR. PITTS PROPERTY, 8 FEET WEST OF A POWER
 GE1011'POLE WITH A TRANSFORMER, 35 FEET SOUTH OF THE CENTERLINE OF THE
 GE1011'NORTH DRIVEWAY TO THE HOUSE, 54 FEET NORTH OF THE CENTER OF THE
 GE1011'SOUTH DRIVEWAY TO THE BARN, 31 FEET EAST OF THE CENTERLINE OF THE
 GE1011'HIGHWAY, 106 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PITTS
 GE1011'HOUSE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 GE1011'STANDARD DISK, STAMPED MOARK 1954, PROJECTING 10 INCHES.
 GE1011'
 GE1011'TO REACH THE STATION FROM THE POST OFFICE IN POLLARD GO NE FOR
 GE1011'0.2 MILE ON U.S. HIGHWAY 62 TO THE JUNCTION WITH STATE HIGHWAY
 GE1011'139, TURN LEFT ON STATE HIGHWAY 139 AND GO NORTH FOR 4.2 MILE TO
 GE1011'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.35 MILE TO
 GE1011'THE MISSOURI-ARKANSAS STATE LINE, TURN LEFT AND GO WEST FOR 0.1
 GE1011'MILE TO A SIDE ROAD LEFT (MISSOURI STATE HIGHWAY 51), CONTINUE
 GE1011'WEST FOR ABOUT 150 FEET TO THE DRIVEWAY TO A TWO STORY HOUSE ON
 GE1011'THE LEFT AND THE STATION ON THE LEFT.
 GE1011
 GE1011                          STATION RECOVERY (1970)
 GE1011
 GE1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1011'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND IN
 GE1011'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND WITH THE DISK GONE.  A
 GE1011'NEW DISK WAS SET IN THE MONUMENT HOLDING THE POINT OF THE STEM AND
 GE1011'STAMPED AS A REFERENCE MARK 3.  THE DISTANCE TO REFERENCE MARK 1
 GE1011'FAILED TO CHECK AND WAS FOUND TO BE LONGER IN MEASUREMENT THAN
 GE1011'PREVIOUS BY 0.20 OF A FOOT.  THE DIRECTION TO REFERENCE MARK 1
 GE1011'FAILED TO CHECK WITH THE ORIGINAL DIRECTION BY 7 MINUTES AND 39
 GE1011'SECONDS.  HOWEVER BOTH THE DISTANCE AND DIRECTION TO THE STEM
 GE1011'OF REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 GE1011'
 GE1011'THE STATION IS LOCATED ABOUT 10 MILES WEST OF CAMPBELL, ABOUT 1
 GE1011'MILES SOUTH OF THE SMALL SETTLEMENT OF FAGUS, IN SEC. 36, T-22-N,
 GE1011'R-7-E, ON THE PROPERTY AND IN A CULTIVATED FIELD OWNED BY THE
 GE1011'BOEVING BROTHERS OF CAMPBELL, 190 FEET SOUTH OF THE CENTERLINE
 GE1011'OF A GRAVELED ROAD (STATE LINE ROAD), 175 FEET SOUTH SOUTHWEST OF
 GE1011'A TELEPHONE CABLE RISER POST, 71 FEET NORTHEAST OF THE NORTH END
 GE1011'OF A TIMBERED DRAINAGE DITCH.  THE MONUMENT IS ABOUT 1 FOOT
 GE1011'UNDERGROUND AND THE DISK IS STAMPED MOARK 1954.
 GE1011'
 GE1011'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 62 AND STATE
 GE1011'HIGHWAY 139 AT THE EAST EDGE OF POLLARD, GO NORTH ON HIGHWAY 139
 GE1011'FOR 4.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY
 GE1011'ON TO HIGHWAY TO A GRAVELED CROSSROAD AND THE ARKANSAS-MISSOURI
 GE1011'STATE LINE.  TURN LEFT ON GRAVELED ROAD (STATE LINE ROAD) AND GO
 GE1011'WEST FOR 0.1 MILE TO A FIELD DRIVE AND THE STATION ON THE LEFT.
 GE1011'
 GE1011'REFERENCE MARK 1 IS 272 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GE1011'20 FEET SOUTH OF THE NORTH END OF THE TIMBERED DITCH, 6 FEET EAST
 GE1011'OF THE CENTER OF THE DITCH AND 1 FOOT WEST OF A METAL WITNESS
 GE1011'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE1011'MOARK NO 1 1954.
 GE1011'
 GE1011'REFERENCE MARK 3 IS 162 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 GE1011'A POWER POLE, 152 FEET SOUTHWEST AND ACROSS THE ROAD FROM A POWER
 GE1011'POLE, 127 FEET SOUTHWEST OF THE RISER POST, 102 FEET SOUTH OF THE
 GE1011'CENTERLINE OF THE ROAD, 20 FEET WEST OF THE CENTERLINE OF FIELD
 GE1011'ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 GE1011'PROJECTS 2 INCHES AND THE DISK IS STAMPED MOARK 1954 NO 3 1970.
 GE1011'
 GE1011'THE AZIMUTH MARK IS 109 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GE1011'A HOUSE, 53 FEET NORTH OF THE CENTERLINE OF FARM DRIVE, 35 FEET
 GE1011'SOUTH OF CENTERLINE OF DRIVEWAY, 32 FEET EAST OF THE
 GE1011'CENTERLINE OF STATE HIGHWAY 139, 8 FEET WEST OF A POWER
 GE1011'TRANSFORMER POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 GE1011'MONUMENT PROJECTS 7 INCHES AND THE DISK IS STAMPED MOARK 1954.
 GE1011'
 GE1011'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE1011'
 GE1011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 GE1011'NORTH OF POLLARD.
 GE1011
 GE1011                          STATION RECOVERY (2004)
 GE1011
 GE1011'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GE1011'THE AREA AROUND THE STATION IS NOW A RICE FIELD AND WAS UNDER WATER AT
 GE1011'THIS VISIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0257 ***********************************************************************
 GE0257  DESIGNATION -  MOARK BM
 GE0257  PID         -  GE0257
 GE0257  STATE/COUNTY-  AR/CLAY
 GE0257  USGS QUAD   -  CORNING (1964)
 GE0257
 GE0257                         *CURRENT SURVEY CONTROL
 GE0257  ___________________________________________________________________
 GE0257* NAD 83(1986)-  36 29 00.     (N)    090 31 31.     (W)     SCALED    
 GE0257* NAVD 88     -        90.925  (meters)     298.31   (feet)  ADJUSTED  
 GE0257  ___________________________________________________________________
 GE0257  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GE0257  DYNAMIC HT  -          90.852 (meters)     298.07  (feet)  COMP
 GE0257  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GE0257
 GE0257  VERT ORDER  -  FIRST     CLASS II
 GE0257
 GE0257.The horizontal coordinates were scaled from a topographic map and have
 GE0257.an estimated accuracy of +/- 6 seconds.
 GE0257
 GE0257.The orthometric height was determined by differential leveling
 GE0257.and adjusted by the National Geodetic Survey in June 1991..
 GE0257
 GE0257.The geoid height was determined by GEOID03.
 GE0257
 GE0257.The dynamic height is computed by dividing the NAVD 88
 GE0257.geopotential number by the normal gravity value computed on the
 GE0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0257.degrees latitude (g = 980.6199 gals.).
 GE0257
 GE0257.The modeled gravity was interpolated from observed gravity values.
 GE0257
 GE0257;                    North         East    Units  Estimated Accuracy
 GE0257;SPC AR N     -   239,530.      532,150.      MT  (+/- 180 meters Scaled)
 GE0257
 GE0257                          SUPERSEDED SURVEY CONTROL
 GE0257
 GE0257  NGVD 29 (??/??/92)   90.913  (m)          298.27   (f) ADJ UNCH    1 2
 GE0257
 GE0257.Superseded values are not recommended for survey control.
 GE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0257.See file dsdata.txt to determine how the superseded data were derived.
 GE0257
 GE0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA216404(NAD 83)
 GE0257_MARKER: P = PIPE CAP
 GE0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0257+STABILITY: SURFACE MOTION
 GE0257
 GE0257  HISTORY     - Date     Condition        Report By
 GE0257  HISTORY     - UNK      MONUMENTED       DOD
 GE0257  HISTORY     - 1956     GOOD             NGS
 GE0257  HISTORY     - 20020323 MARK NOT FOUND   USACE
 GE0257
 GE0257                          STATION DESCRIPTION
 GE0257
 GE0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0257'AT MOARK.
 GE0257'AT MOARK, ALONG THE MISSOURI PACIFIC RAILROAD, 46 1/2 FEET
 GE0257'SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 174 3/4 FEET SOUTHWEST
 GE0257'OF SOUTH CORNER OF STATION, 54 FEET WEST AND ACROSS A ROAD
 GE0257'PARALLELING TRACK FROM THE WEST CORNER OF AN ABANDONED STORE
 GE0257'BUILDING, 35 1/2 FEET SOUTH-SOUTHEAST OF SOUTHEAST END OF A
 GE0257'24-INCH IRON PIPE CULVERT UNDER TRACK, 18 FEET SOUTH-SOUTHEAST
 GE0257'OF TELEPHONE POLE NO. 186/11, 20 FEET NORTHWEST OF CENTER OF
 GE0257'JUNCTION OF ROAD PARALLEL TO TRACK AND A STREET LEADING SOUTHEAST
 GE0257'TO A BRICK SCHOOL BUILDING, ABOUT IN LINE WITH THE EXTENDED
 GE0257'CENTER LINE OF STREET TO SCHOOL, ABOUT 2 1/2 FEET BELOW LEVEL
 GE0257'OF TRACK AND IS A U.S.E. CAP ON 3-INCH IRON PIPE PROJECTING 6
 GE0257'INCHES.
 GE0257
 GE0257                          STATION RECOVERY (2002)
 GE0257
 GE0257'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0257'THE STATION IS PRESUMED DESTROYED DUE TO STEM FOUND WITH MEASUREMENTS.
 GE0257'(ASSUMED BM STEM)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0360 ***********************************************************************
 DL0360  DESIGNATION -  MOLLETTE
 DL0360  PID         -  DL0360
 DL0360  STATE/COUNTY-  AR/OUACHITA
 DL0360  USGS QUAD   -  HARMONY GROVE (1985)
 DL0360
 DL0360                         *CURRENT SURVEY CONTROL
 DL0360  ___________________________________________________________________
 DL0360* NAD 83(1997)-  33 38 56.09750(N)    092 46 38.53190(W)     ADJUSTED  
 DL0360* NAVD 88     -        38.077  (meters)     124.92   (feet)  ADJUSTED  
 DL0360  ___________________________________________________________________
 DL0360  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DL0360  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0360  DYNAMIC HT  -          38.038 (meters)     124.80  (feet)  COMP
 DL0360  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 DL0360
 DL0360  HORZ ORDER  -  FIRST
 DL0360  VERT ORDER  -  FIRST     CLASS II
 DL0360
 DL0360.The horizontal coordinates were established by classical geodetic methods
 DL0360.and adjusted by the National Geodetic Survey in September 1999..
 DL0360
 DL0360.The orthometric height was determined by differential leveling
 DL0360.and adjusted by the National Geodetic Survey in June 1991..
 DL0360
 DL0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0360
 DL0360.The geoid height was determined by GEOID03.
 DL0360
 DL0360.The dynamic height is computed by dividing the NAVD 88
 DL0360.geopotential number by the normal gravity value computed on the
 DL0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0360.degrees latitude (g = 980.6199 gals.).
 DL0360
 DL0360.The modeled gravity was interpolated from observed gravity values.
 DL0360
 DL0360;                    North         East     Units Scale Factor Converg.
 DL0360;SPC AR S     -   509,217.456   327,893.685   MT  0.99994096   -0 26 06.3
 DL0360;SPC AR S     - 1,670,657.60  1,075,764.53   sFT  0.99994096   -0 26 06.3
 DL0360;UTM  15      - 3,723,251.811   520,643.616   MT  0.99960525   +0 07 24.1
 DL0360
 DL0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0360!SPC AR S     -   0.99999814  x   0.99994096  =   0.99993910
 DL0360!UTM  15      -   0.99999814  x   0.99960525  =   0.99960339
 DL0360
 DL0360:                Primary Azimuth Mark                     Grid Az
 DL0360:SPC AR S     -  HOLLY SPRINGS LOOKOUT TWR AFC            023 15 19.9
 DL0360:UTM  15      -  HOLLY SPRINGS LOOKOUT TWR AFC            022 41 49.5
 DL0360
 DL0360|---------------------------------------------------------------------|
 DL0360| PID    Reference Object                     Distance      Geod. Az  |
 DL0360|                                                           dddmmss.s |
 DL0360| DL1385 HOLLY SPRINGS LOOKOUT TWR AFC       APPROX.15.4 KM 0224913.6 |
 DL0360| CY6979 MOLLETTE AZ MK                                     0275618.8 |
 DL0360| DL0358 MOLLETTE AZ MK RESET                               0281319.7 |
 DL0360| DL1388 BEARDEN MUNICIPAL TANK              APPROX.17.1 KM 0601405.8 |
 DL0360| DL0361 MOLLETTE RM 1                        31.610 METERS 06708     |
 DL0360| DL1396 NAVAL ORDNANCE DEPOT TANK 117       APPROX. 9.2 KM 0871536.3 |
 DL0360| DL1398 NAVAL ORDNANCE DEPOT TANK 115       APPROX.12.7 KM 0942341.5 |
 DL0360| DL1399 NAVAL ORDNANCE DEPOT TANK 116       APPROX. 6.0 KM 1054124.1 |
 DL0360| DL1394 NAVAL ORDNANCE DEPOT TANK 114       APPROX. 9.7 KM 1140103.5 |
 DL0360| DL1392 LOCUST BAYOU LOT 3 4 AFC            APPROX.14.9 KM 1315605.2 |
 DL0360| DL0362 MOLLETTE RM 2                        33.702 METERS 13517     |
 DL0360| DL1404 CAMDEN MILL SO KRAFT CORP STK       APPROX.12.2 KM 2004430.2 |
 DL0360| DL1407 CAMDEN OUACHITA CO CTHSE            APPROX. 8.7 KM 2143525.7 |
 DL0360| DL1406 CAMDEN FURNITURE CO TANK            APPROX. 7.9 KM 2151247.2 |
 DL0360| DL0363 MOLLETTE RM 3                        38.390 METERS 32142     |
 DL0360|---------------------------------------------------------------------|
 DL0360
 DL0360                          SUPERSEDED SURVEY CONTROL
 DL0360
 DL0360  NAD 83(1997)-  33 38 56.10664(N)    092 46 38.52430(W) AD(       ) 1
 DL0360  NAD 83(1986)-  33 38 56.10891(N)    092 46 38.52434(W) AD(       ) 1
 DL0360  NAD 27      -  33 38 55.71000(N)    092 46 37.94100(W) AD(       ) 1
 DL0360  NGVD 29 (??/??/92)   38.113  (m)          125.04   (f) ADJ UNCH    1 2
 DL0360
 DL0360.Superseded values are not recommended for survey control.
 DL0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0360.See file dsdata.txt to determine how the superseded data were derived.
 DL0360
 DL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2064423252(NAD 83)
 DL0360_MARKER: DS = TRIANGULATION STATION DISK
 DL0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0360_STAMPING: MOLLETTE 1941
 DL0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0360+STABILITY: SURFACE MOTION
 DL0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0360+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 DL0360
 DL0360  HISTORY     - Date     Condition        Report By
 DL0360  HISTORY     - 1941     MONUMENTED       CGS
 DL0360  HISTORY     - 1942     GOOD             CGS
 DL0360  HISTORY     - 1952     GOOD             CGS
 DL0360  HISTORY     - 1960     GOOD             NGS
 DL0360  HISTORY     - 1964     GOOD             CGS
 DL0360  HISTORY     - 1964     GOOD             NGS
 DL0360  HISTORY     - 1985     GOOD             LOCSUR
 DL0360  HISTORY     - 20060106 GOOD             ARHD
 DL0360
 DL0360                          STATION DESCRIPTION
 DL0360
 DL0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL0360'STATION IS LOCATED IN THE NW 1/4 OF SEC. 32, T. 12 S, R. 16 W,
 DL0360'ABOUT 4.5 MILES NE OF CAMDEN AND 0.2 MILE S OF THE VAN DUZER
 DL0360'SCHOOL, ON LAND OWNED BY R.L. MOLLETTE (COLORED).  STATION MARK IS
 DL0360'11.5 FEET S OF A WHITE REFERENCE POST, 12 FEET S OF A FENCE, 20.5
 DL0360'FEET W OF A FENCE, 110 FEET NW OF MR. MOLLETTES HOUSE, 55 FEET E
 DL0360'OF A TELEPHONE POLE.  IT IS STAMPED MOLLETTE 1941 AND IS SET
 DL0360'ABOUT 16 INCHES BELOW THE SURFACE OF THE GROUND.
 DL0360'
 DL0360'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL0360'BRONZE DISKS SET IN CONCRETE.
 DL0360'
 DL0360'REFERENCE MARK NO. 1 IS 1 FOOT W OF A FENCE, 35 FEET S OF A
 DL0360'FENCE CORNER, 70 FEET N OF THE HOUSE AND 15 FEET W OF THE CENTER
 DL0360'OF A DIRT ROAD.  IT IS STAMPED MOLLETTE NO. 1 1941 AND PROJECTS
 DL0360'8 INCHES.
 DL0360'
 DL0360'REFERENCE MARK NO. 2 IS 1 FOOT W OF A FENCE, 35 FEET W OF THE
 DL0360'HOUSE AND 15 FEET N OF AN OLD OUTHOUSE.  IT IS STAMPED MOLLETTE
 DL0360'NO. 2 1941 AND PROJECTS 8 INCHES.
 DL0360'
 DL0360'AZIMUTH MARK IS 0.1 MILE W OF THE RAILROAD, 18 FEET S OF THE
 DL0360'CENTER OF THE GRAVEL ROAD, 1 FOOT N OF A FENCE, 35 FEET SE OF A
 DL0360'12-INCH OAK TREE AND 84 FEET W OF A POWER LINE POLE.  IT IS
 DL0360'STAMPED MOLLETTE 1941 AND PROJECTS 8 INCHES.
 DL0360'
 DL0360'TO REACH THE STATION FROM THE STOP LIGHT IN CAMDEN, GO E AND
 DL0360'NE ON U.S. HIGHWAY 79 FOR 4 MILES TO THE JUNCTION WITH STATE
 DL0360'HIGHWAY 4, CONTINUE NE ON U.S. HIGHWAY 79 FOR 2.8 MILES TO A
 DL0360'GRAVEL ROAD LEFT, W, TURN LEFT AND FOLLOW GRAVEL ROAD 1 MILE
 DL0360'TO A RAILROAD CROSSING, CONTINUE 0.1 MILE TO THE AZIMUTH MARK ON
 DL0360'THE RIGHT, N SIDE OF THE ROAD, CONTINUE W ON GRAVEL ROAD FOR
 DL0360'0.25 MILE TO A DIRT ROAD LEFT, S, JUST BEFORE REACHING VAN DUZER
 DL0360'SCHOOL, TURN LEFT AND GO 0.2 MILE TO R.L. MOLLETTES HOUSE
 DL0360'AND STATION.
 DL0360'
 DL0360'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS.
 DL0360
 DL0360                          STATION RECOVERY (1942)
 DL0360
 DL0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL0360'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 DL0360'DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1 AND IN
 DL0360'TIE IN DIRECTIONS AT THE AZIMUTH MARK.  THESE WERE CAREFULLY
 DL0360'CHECKED.
 DL0360'
 DL0360'A 116-FOOT SIGNAL AT HOLLY IS VISIBLE AT 64 FEET.
 DL0360'
 DL0360'A 103-FOOT SIGNAL AT AMY IS VISIBLE AT 77 FEET.
 DL0360'
 DL0360'A 90-FOOT SIGNAL AT LESTER IS VISIBLE AT 64 FEET.
 DL0360'
 DL0360'A 116-FOOT SIGNAL AT BAYOU IS VISIBLE AT 77 FEET.
 DL0360
 DL0360                          STATION RECOVERY (1952)
 DL0360
 DL0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL0360'THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 DL0360'CONDITION.  THE AZIMUTH MARK WAS DESTROYED.  THE 1942 DIRECTIONS
 DL0360'AND DISTANCES WERE VERIFIED.  A NEW DESCRIPTION FOLLOWS--
 DL0360'
 DL0360'THE STATION IS IN THE NORTHWEST 1/4 OF SECTION 32, T. 12S, R. 16
 DL0360'W., ON LAND OWNED BY R.L. MOLLETTE, 4.5 MILES NORTHEAST OF CAMDEN,
 DL0360'0.2 MILE SOUTH OF THE VAN DUZER SCHOOL, 133 FEET SOUTH OF THE
 DL0360'CENTER OF THE INTERSECTION OF A GRAVELED ROAD AND A RAILROAD
 DL0360'TRACK, 120 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 59
 DL0360'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK AND 11.5 FEET
 DL0360'SOUTHEAST OF A WIRE FENCE AND A WHITE 4 IN X 4 IN WITNESS POST.
 DL0360'
 DL0360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 DL0360'STATE HIGHWAY 7 IN CAMDEN, GO EAST AND NORTHEAST ON U.S. HIGHWAY
 DL0360'79 FOR 4 MILES TO THE JUNCTION OF STATE HIGHWAY 4 ON THE LEFT,
 DL0360'CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 79 FOR 2.8 MILES TO A
 DL0360'PAVED ROAD ON THE LEFT, TURN LEFT (WEST) AND FOLLOW THE PAVED
 DL0360'ROAD FOR 1 MILE TO A RAILROAD TRACK, CROSS TRACK AND CONTINUE
 DL0360'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 DL0360'CONTINUE WESTERLY ON THE PAVED ROAD FOR 0.25 MILE TO A
 DL0360'GRAVELED ROAD ON THE LEFT, (THIS IS ALONG THE EAST SIDE OF THE
 DL0360'VAN DUZER SCHOOL) TURN LEFT (SOUTHEAST) AND GO FOR 0.2 MILE TO
 DL0360'THE RAILROAD TRACK AND THE STATION AS DESCRIBED.
 DL0360'
 DL0360'THE STATION MARK IS 2-FEET UNDER THE SURFACE OF THE GROUND AND
 DL0360'THE DISK IS STAMPED MOLLETTE 1941.
 DL0360'
 DL0360'REFERENCE MARK 1 IS 85 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DL0360'TRACK, 18 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD AND
 DL0360'6 INCHES SOUTHWEST OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE
 DL0360'GROUND AND THE DISK IS STAMPED MOLLETTE NO 1 1941.
 DL0360'
 DL0360'REFERENCE MARK 2 IS AT THE SOUTHEAST BASE OF A SMALL PEACH TREE
 DL0360'AND 104 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD.  THE
 DL0360'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MOLLETTE
 DL0360'NO 2 1941.
 DL0360'
 DL0360'REFERENCE MARK 3 IS 47 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 DL0360'RAILROAD TRACK, 7 FEET WEST OF A TELEPHONE POLE AND 6 INCHES
 DL0360'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 5 INCHES AND THE DISK
 DL0360'IS STAMPED MOLLETTE NO 3 1941.
 DL0360'
 DL0360'THE AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF THE ROAD, 2.5
 DL0360'FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 6 INCHES
 DL0360'SOUTHWEST OF A FENCE LINE.  THE MARK PROJECTS 5 INCHES AND THE
 DL0360'DISK IS STAMPED MOLLETTE 1941 RESET 1952.
 DL0360'
 DL0360'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL0360
 DL0360                          STATION RECOVERY (1960)
 DL0360
 DL0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0360'0.25 MI SE FROM HARMONY GROVE.
 DL0360'ABOUT 0.25 MILE SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE
 DL0360'SCHOOLHOUSE AT HARMONY GROVE, IN SECTION 32, T 12 S, R 16 W, 131 FEET
 DL0360'SOUTH OF A CROSSING WITH THE ST. LOUIS SOUTHWESTERN RAILROAD, 125.9
 DL0360'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MOLLETTE NO. 3, 120 FEET
 DL0360'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 110.5 NORTHWEST OF MOLLETTE
 DL0360'NO. 2, 103.7 FEET SOUTHWEST OF MOLLETTE NO. 1, 58 1/2 FEET SOUTHEAST
 DL0360'OF THE CENTER LINE OF THE SOUTHEAST RAIL, 11 FEET SOUTHEAST OF A
 DL0360'FENCE, 10 FEET SOUTHEAST OF A METAL WITNESS POST, IN THE TOP OF A
 DL0360'CONCRETE POST 2.0 FEET BELOW THE GROUND.
 DL0360
 DL0360                          STATION RECOVERY (1964)
 DL0360
 DL0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL0360'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL0360'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 DL0360'ADEQUATE FOR RECOVERY.
 DL0360
 DL0360                          STATION RECOVERY (1964)
 DL0360
 DL0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0360'RECOVERED IN GOOD CONDITION.
 DL0360
 DL0360                          STATION RECOVERY (1985)
 DL0360
 DL0360'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (GB)
 DL0360'MOLLETTE 1941 FOUND GOOD.
 DL0360'18 INCHES BELOW GROUND, ROAD NOW GRAVEL AND TAR.
 DL0360'
 DL0360'MOLLETTE 1941 (AZIMUTH MARK), RESET 1952 FOUND GOOD - DESCRIPTION
 DL0360'STILL GOOD.                                                    ON
 DL0360'
 DL0360'MOLLETTE R.M. 3, USCG AND S 1941 FOUND GOOD - ROAD NOW GRAVEL AND
 DL0360'TAR.
 DL0360
 DL0360                          STATION RECOVERY (2006)
 DL0360
 DL0360'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DL0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0358 ***********************************************************************
 DL0358  DESIGNATION -  MOLLETTE AZ MK RESET
 DL0358  PID         -  DL0358
 DL0358  STATE/COUNTY-  AR/OUACHITA
 DL0358  USGS QUAD   -  HARMONY GROVE (1985)
 DL0358
 DL0358                         *CURRENT SURVEY CONTROL
 DL0358  ___________________________________________________________________
 DL0358* NAD 83(1986)-  33 39 06.     (N)    092 46 32.     (W)     SCALED    
 DL0358* NAVD 88     -        36.080  (meters)     118.37   (feet)  ADJUSTED  
 DL0358  ___________________________________________________________________
 DL0358  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0358  DYNAMIC HT  -          36.043 (meters)     118.25  (feet)  COMP
 DL0358  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 DL0358
 DL0358  VERT ORDER  -  FIRST     CLASS II
 DL0358
 DL0358.The horizontal coordinates were scaled from a topographic map and have
 DL0358.an estimated accuracy of +/- 6 seconds.
 DL0358
 DL0358.The orthometric height was determined by differential leveling
 DL0358.and adjusted by the National Geodetic Survey in June 1991..
 DL0358
 DL0358.The geoid height was determined by GEOID03.
 DL0358
 DL0358.The dynamic height is computed by dividing the NAVD 88
 DL0358.geopotential number by the normal gravity value computed on the
 DL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0358.degrees latitude (g = 980.6199 gals.).
 DL0358
 DL0358.The modeled gravity was interpolated from observed gravity values.
 DL0358
 DL0358;                    North         East    Units  Estimated Accuracy
 DL0358;SPC AR S     -   509,520.      328,060.      MT  (+/- 180 meters Scaled)
 DL0358
 DL0358                          SUPERSEDED SURVEY CONTROL
 DL0358
 DL0358  NGVD 29 (??/??/92)   36.116  (m)          118.49   (f) ADJ UNCH    1 2
 DL0358
 DL0358.Superseded values are not recommended for survey control.
 DL0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0358.See file dsdata.txt to determine how the superseded data were derived.
 DL0358
 DL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT208235(NAD 83)
 DL0358_MARKER: DZ = AZIMUTH MARK DISK
 DL0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0358_STAMPING: MOLLETTE 1941 RESET 1952
 DL0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0358+STABILITY: SURFACE MOTION
 DL0358
 DL0358  HISTORY     - Date     Condition        Report By
 DL0358  HISTORY     - 1952     MONUMENTED       CGS
 DL0358  HISTORY     - 1960     GOOD             NGS
 DL0358  HISTORY     - 1964     GOOD             NGS
 DL0358
 DL0358                          STATION DESCRIPTION
 DL0358
 DL0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0358'0.2 MI E FROM HARMONY GROVE.
 DL0358'ABOUT 0.2 MILE EAST ALONG A PAVED ROAD FROM THE SCHOOL HOUSE AT
 DL0358'HARMONY GROVE, 0.1 MILE WEST OF A CROSSING WITH THE ST. LOUIS
 DL0358'SOUTHWESTERN RAILROAD, IN SECTION 32, T 12 S, R 16 W, 29 FEET SOUTH OF
 DL0358'THE CENTER LINE OF THE ROAD, 133 FEET SOUTH AND ACROSS THE ROAD FROM A
 DL0358'RED BRICK HOUSE, 1 FOOT SOUTH OF A FENCE, IN THE TOP OF A CONCRETE
 DL0358'POST FLUSH WITH THE GROUND.
 DL0358
 DL0358                          STATION RECOVERY (1964)
 DL0358
 DL0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0361 ***********************************************************************
 DL0361  DESIGNATION -  MOLLETTE RM 1
 DL0361  PID         -  DL0361
 DL0361  STATE/COUNTY-  AR/OUACHITA
 DL0361  USGS QUAD   -  HARMONY GROVE (1985)
 DL0361
 DL0361                         *CURRENT SURVEY CONTROL
 DL0361  ___________________________________________________________________
 DL0361* NAD 83(1986)-  33 38 55.     (N)    092 46 38.     (W)     SCALED    
 DL0361* NAVD 88     -        36.970  (meters)     121.29   (feet)  ADJUSTED  
 DL0361  ___________________________________________________________________
 DL0361  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0361  DYNAMIC HT  -          36.932 (meters)     121.17  (feet)  COMP
 DL0361  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 DL0361
 DL0361  VERT ORDER  -  FIRST     CLASS II
 DL0361
 DL0361.The horizontal coordinates were scaled from a topographic map and have
 DL0361.an estimated accuracy of +/- 6 seconds.
 DL0361
 DL0361.The orthometric height was determined by differential leveling
 DL0361.and adjusted by the National Geodetic Survey in June 1991..
 DL0361
 DL0361.The geoid height was determined by GEOID03.
 DL0361
 DL0361.The dynamic height is computed by dividing the NAVD 88
 DL0361.geopotential number by the normal gravity value computed on the
 DL0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0361.degrees latitude (g = 980.6199 gals.).
 DL0361
 DL0361.The modeled gravity was interpolated from observed gravity values.
 DL0361
 DL0361;                    North         East    Units  Estimated Accuracy
 DL0361;SPC AR S     -   509,180.      327,910.      MT  (+/- 180 meters Scaled)
 DL0361
 DL0361                          SUPERSEDED SURVEY CONTROL
 DL0361
 DL0361  NGVD 29 (??/??/92)   37.005  (m)          121.41   (f) ADJ UNCH    1 2
 DL0361
 DL0361.Superseded values are not recommended for survey control.
 DL0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0361.See file dsdata.txt to determine how the superseded data were derived.
 DL0361
 DL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT206232(NAD 83)
 DL0361_MARKER: DR = REFERENCE MARK DISK
 DL0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0361_STAMPING: MOLLETTE NO 1 1941
 DL0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0361+STABILITY: SURFACE MOTION
 DL0361
 DL0361  HISTORY     - Date     Condition        Report By
 DL0361  HISTORY     - 1941     MONUMENTED       CGS
 DL0361  HISTORY     - 1960     GOOD             NGS
 DL0361  HISTORY     - 1964     GOOD             NGS
 DL0361
 DL0361                          STATION DESCRIPTION
 DL0361
 DL0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0361'0.25 MI SE FROM HARMONY GROVE.
 DL0361'ABOUT 0.25 MILE SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE
 DL0361'SCHOOLHOUSE AT HARMONY GROVE, IN SECTION 32, T 12 S, R 16 W, 85 FEET
 DL0361'SOUTH-SOUTHEAST OF THE CENTER OF A CROSSING WITH THE ST. LOUIS
 DL0361'SOUTHWESTERN RAILROAD, 103.7 FEET NORTHEAST OF TRIANGULATION STATION
 DL0361'MOLLETTE 1941, 83 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 DL0361'RAIL, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN A SMALL
 DL0361'PLUM THICKET, 1.0 FOOT SOUTHWEST OF A FENCE, ABOUT 3 FEET ABOVE THE
 DL0361'ROAD, IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DL0361
 DL0361                          STATION RECOVERY (1964)
 DL0361
 DL0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0362 ***********************************************************************
 DL0362  DESIGNATION -  MOLLETTE RM 2
 DL0362  PID         -  DL0362
 DL0362  STATE/COUNTY-  AR/OUACHITA
 DL0362  USGS QUAD   -  HARMONY GROVE (1985)
 DL0362
 DL0362                         *CURRENT SURVEY CONTROL
 DL0362  ___________________________________________________________________
 DL0362* NAD 83(1986)-  33 38 55.     (N)    092 46 38.     (W)     SCALED    
 DL0362* NAVD 88     -        38.559  (meters)     126.51   (feet)  ADJUSTED  
 DL0362  ___________________________________________________________________
 DL0362  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0362  DYNAMIC HT  -          38.520 (meters)     126.38  (feet)  COMP
 DL0362  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 DL0362
 DL0362  VERT ORDER  -  FIRST     CLASS II
 DL0362
 DL0362.The horizontal coordinates were scaled from a topographic map and have
 DL0362.an estimated accuracy of +/- 6 seconds.
 DL0362
 DL0362.The orthometric height was determined by differential leveling
 DL0362.and adjusted by the National Geodetic Survey in June 1991..
 DL0362
 DL0362.The geoid height was determined by GEOID03.
 DL0362
 DL0362.The dynamic height is computed by dividing the NAVD 88
 DL0362.geopotential number by the normal gravity value computed on the
 DL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0362.degrees latitude (g = 980.6199 gals.).
 DL0362
 DL0362.The modeled gravity was interpolated from observed gravity values.
 DL0362
 DL0362;                    North         East    Units  Estimated Accuracy
 DL0362;SPC AR S     -   509,180.      327,910.      MT  (+/- 180 meters Scaled)
 DL0362
 DL0362                          SUPERSEDED SURVEY CONTROL
 DL0362
 DL0362  NGVD 29 (??/??/92)   38.595  (m)          126.62   (f) ADJ UNCH    1 2
 DL0362
 DL0362.Superseded values are not recommended for survey control.
 DL0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0362.See file dsdata.txt to determine how the superseded data were derived.
 DL0362
 DL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT206232(NAD 83)
 DL0362_MARKER: DR = REFERENCE MARK DISK
 DL0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0362_STAMPING: MOLLETTE NO 2 1941
 DL0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0362+STABILITY: SURFACE MOTION
 DL0362
 DL0362  HISTORY     - Date     Condition        Report By
 DL0362  HISTORY     - 1941     MONUMENTED       CGS
 DL0362  HISTORY     - 1960     GOOD             NGS
 DL0362  HISTORY     - 1964     GOOD             NGS
 DL0362
 DL0362                          STATION DESCRIPTION
 DL0362
 DL0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0362'0.25 MI SE FROM HARMONY GROVE.
 DL0362'ABOUT 0.25 MILE SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE
 DL0362'SCHOOLHOUSE AT HARMONY GROVE, IN SECTION 32, T 12 S, R 16 W, 169 FEET
 DL0362'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST RAIL, 110.5 FEET
 DL0362'SOUTHEAST OF TRIANGULATION STATION MOLLETTE 1941, 106 SOUTHWEST OF THE
 DL0362'CENTER LINE OF THE ROAD, 91 FEET SOUTHWEST OF A FENCE, IN A NARROW
 DL0362'STRIP OF UNCULTIVATED LAND, 7 FEET NORTHWEST OF A 5-INCH PEACH TREE,
 DL0362'AT THE SOUTHEAST BASE OF A SMALL CLUSTER OF SEEDLING PEACH TREES, IN
 DL0362'THE TOP OF A CONCRETE POST 2-INCHES BELOW THE GROUND SURFACE.
 DL0362
 DL0362                          STATION RECOVERY (1964)
 DL0362
 DL0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0363 ***********************************************************************
 DL0363  DESIGNATION -  MOLLETTE RM 3
 DL0363  PID         -  DL0363
 DL0363  STATE/COUNTY-  AR/OUACHITA
 DL0363  USGS QUAD   -  HARMONY GROVE (1985)
 DL0363
 DL0363                         *CURRENT SURVEY CONTROL
 DL0363  ___________________________________________________________________
 DL0363* NAD 83(1986)-  33 38 55.     (N)    092 46 38.     (W)     SCALED    
 DL0363* NAVD 88     -        37.664  (meters)     123.57   (feet)  ADJUSTED  
 DL0363  ___________________________________________________________________
 DL0363  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0363  DYNAMIC HT  -          37.625 (meters)     123.44  (feet)  COMP
 DL0363  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 DL0363
 DL0363  VERT ORDER  -  FIRST     CLASS II
 DL0363
 DL0363.The horizontal coordinates were scaled from a topographic map and have
 DL0363.an estimated accuracy of +/- 6 seconds.
 DL0363
 DL0363.The orthometric height was determined by differential leveling
 DL0363.and adjusted by the National Geodetic Survey in June 1991..
 DL0363
 DL0363.The geoid height was determined by GEOID03.
 DL0363
 DL0363.The dynamic height is computed by dividing the NAVD 88
 DL0363.geopotential number by the normal gravity value computed on the
 DL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0363.degrees latitude (g = 980.6199 gals.).
 DL0363
 DL0363.The modeled gravity was interpolated from observed gravity values.
 DL0363
 DL0363;                    North         East    Units  Estimated Accuracy
 DL0363;SPC AR S     -   509,180.      327,910.      MT  (+/- 180 meters Scaled)
 DL0363
 DL0363                          SUPERSEDED SURVEY CONTROL
 DL0363
 DL0363  NGVD 29 (??/??/92)   37.699  (m)          123.68   (f) ADJ UNCH    1 2
 DL0363
 DL0363.Superseded values are not recommended for survey control.
 DL0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0363.See file dsdata.txt to determine how the superseded data were derived.
 DL0363
 DL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT206232(NAD 83)
 DL0363_MARKER: DR = REFERENCE MARK DISK
 DL0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0363_STAMPING: MOLLETTE NO 3 1941
 DL0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0363+STABILITY: SURFACE MOTION
 DL0363
 DL0363  HISTORY     - Date     Condition        Report By
 DL0363  HISTORY     - 1952     MONUMENTED       CGS
 DL0363  HISTORY     - 1960     GOOD             NGS
 DL0363  HISTORY     - 1964     GOOD             NGS
 DL0363
 DL0363                          STATION DESCRIPTION
 DL0363
 DL0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0363'0.25 MI SE FROM HARMONY GROVE.
 DL0363'ABOUT 0.25 MILE SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE
 DL0363'SCHOOLHOUSE AT HARMONY GROVE, IN SECTION 32, T 12 S, R 16 W, 125.9
 DL0363'FEET NORTHWEST OF AND ACROSS THE TRACK FROM TRIANGULATION STATION
 DL0363'MOLLETTE 1941, 132 FEET WEST OF THE CENTER OF A ROAD CROSSING, 117
 DL0363'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 89 FEET SOUTHEAST OF
 DL0363'THE SOUTH CORNER OF A FARMHOUSE, 61 FEET NORTHWEST OF THE CENTER LINE
 DL0363'OF THE NORTHWEST RAIL, 7 FEET WEST OF A TELEPHONE POLE, 4 1/2 FEET
 DL0363'NORTH-NORTHEAST OF A UNDERGROUND CABLE MARK SIGN, 2 1/2 FEET BELOW THE
 DL0363'TRACKS, IN THE TOP OF A CONCRETE POST PROJECTING 10-INCHES.
 DL0363
 DL0363                          STATION RECOVERY (1964)
 DL0363
 DL0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0085 ***********************************************************************
 FF0085  DESIGNATION -  MONETTE
 FF0085  PID         -  FF0085
 FF0085  STATE/COUNTY-  AR/CRAIGHEAD
 FF0085  USGS QUAD   -  LEACHVILLE (1983)
 FF0085
 FF0085                         *CURRENT SURVEY CONTROL
 FF0085  ___________________________________________________________________
 FF0085* NAD 83(1997)-  35 53 25.77901(N)    090 21 01.72148(W)     ADJUSTED  
 FF0085* NAVD 88     -        71.512  (meters)     234.62   (feet)  POSTED    
 FF0085  ___________________________________________________________________
 FF0085  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FF0085  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FF0085  DYNAMIC HT  -          71.450 (meters)     234.42  (feet)  COMP
 FF0085  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 FF0085
 FF0085  HORZ ORDER  -  SECOND
 FF0085  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0085
 FF0085.The horizontal coordinates were established by classical geodetic methods
 FF0085.and adjusted by the National Geodetic Survey in September 1999..
 FF0085
 FF0085.The orthometric height was determined by differential leveling
 FF0085.and adjusted by the National Geodetic Survey in 1992..
 FF0085.No vertical observational check was made to the station.
 FF0085.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0085.was located on a no-check spur therefore a value was not computed.
 FF0085
 FF0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0085
 FF0085.The geoid height was determined by GEOID03.
 FF0085
 FF0085.The dynamic height is computed by dividing the NAVD 88
 FF0085.geopotential number by the normal gravity value computed on the
 FF0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0085.degrees latitude (g = 980.6199 gals.).
 FF0085
 FF0085.The modeled gravity was interpolated from observed gravity values.
 FF0085
 FF0085;                    North         East     Units Scale Factor Converg.
 FF0085;SPC AR N     -   174,002.987   548,917.925   MT  0.99995018   +0 57 35.5
 FF0085;SPC AR N     -   570,874.80  1,800,908.23   sFT  0.99995018   +0 57 35.5
 FF0085;SPC MO E     -     6,352.266   263,499.156   MT  0.99993558   +0 05 15.6
 FF0085;UTM  15      - 3,975,045.736   739,151.673   MT  1.00030480   +1 33 14.4
 FF0085
 FF0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0085!SPC AR N     -   0.99999319  x   0.99995018  =   0.99994337
 FF0085!SPC MO E     -   0.99999319  x   0.99993558  =   0.99992877
 FF0085!UTM  15      -   0.99999319  x   1.00030480  =   1.00029798
 FF0085
 FF0085:                Primary Azimuth Mark                     Grid Az
 FF0085:SPC AR N     -  MONETTE AZ MK                            359 52 08.4
 FF0085:SPC MO E     -  MONETTE AZ MK                            000 44 28.3
 FF0085:UTM  15      -  MONETTE AZ MK                            359 16 29.5
 FF0085
 FF0085|---------------------------------------------------------------------|
 FF0085| PID    Reference Object                     Distance      Geod. Az  |
 FF0085|                                                           dddmmss.s |
 FF0085| FF0084 MONETTE AZ MK                                      0004943.9 |
 FF0085| FF0087 O 9 17                               30.617 METERS 00957     |
 FF0085| CI4090 MONETTE PP CENTER OF XROAD                         03800     |
 FF0085| FF1925 LEACHVILLE MUNICIPAL TANK           APPROX. 9.7 KM 0594326.6 |
 FF0085| FF1927 MONETTE MUNICIPAL TANK              APPROX. 0.7 KM 0752102.2 |
 FF0085| FF1930 MANGRUM                             APPROX.11.2 KM 1835431.1 |
 FF0085| FF0086 MONETTE RM 1                         27.590 METERS 28528     |
 FF0085|---------------------------------------------------------------------|
 FF0085
 FF0085                          SUPERSEDED SURVEY CONTROL
 FF0085
 FF0085  NAD 83(1997)-  35 53 25.78779(N)    090 21 01.72281(W) AD(       ) 2
 FF0085  NAD 83(1986)-  35 53 25.79060(N)    090 21 01.72191(W) AD(       ) 2
 FF0085  NAD 27      -  35 53 25.52910(N)    090 21 01.35670(W) AD(       ) 2
 FF0085  NGVD 29 (??/??/??)   71.479  (m)          234.51   (f) ADJUSTED    1 2
 FF0085
 FF0085.Superseded values are not recommended for survey control.
 FF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0085.See file dsdata.txt to determine how the superseded data were derived.
 FF0085
 FF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3915275046(NAD 83)
 FF0085_MARKER: DS = TRIANGULATION STATION DISK
 FF0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0085_STAMPING: MONETTE 1954
 FF0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0085+STABILITY: SURFACE MOTION
 FF0085
 FF0085  HISTORY     - Date     Condition        Report By
 FF0085  HISTORY     - 1955     MONUMENTED       CGS
 FF0085  HISTORY     - 1956     GOOD             CGS
 FF0085  HISTORY     - 1978     GOOD             USGS
 FF0085  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0085
 FF0085                          STATION DESCRIPTION
 FF0085
 FF0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF0085'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE MONETTE
 FF0085'HIGH SCHOOL GROUNDS, AND ABOUT 0.4 MILE WEST OF THE MAIN CROSS
 FF0085'STREETS IN MONETTE.  IT IS ABOUT 75 YARDS NORTHEAST OF THE
 FF0085'NORTHEAST CORNER OF THE SCHOOL BUILDING, 86 FEET SOUTHWEST OF THE
 FF0085'CENTER OF A CROSSROADS, 50 FEET WEST OF THE CENTER OF
 FF0085'DREW AVENUE, AND 37 FEET SOUTHWEST OF A GUY POLE.
 FF0085'
 FF0085'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FF0085'MONETTE 1954.
 FF0085'
 FF0085'REFERENCE MARK 1 IS 71 FEET WEST OF A POWERLINE POLE AND 48
 FF0085'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 18.  THE MARK PROJECTS
 FF0085'1 INCH AND THE DISK IS STAMPED MONETTE NO 1 1954.
 FF0085'
 FF0085'0-9-17 (USE) IS 47 FEET NORTHWEST OF THE CENTER OF THE CROSSROADS,
 FF0085'40 FEET WEST OF THE CENTER OF DREW AVENUE AND 14 FEET NORTHWEST
 FF0085'OF A TELEPHONE POLE.  THE MARK IS A BRONZE DISK OF THE UNITED
 FF0085'STATES ENGINEER DEPARTMENT SET IN THE TOP OF A 6-INCH CONCRETE
 FF0085'CYLINDER THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED 0-9-17.
 FF0085'
 FF0085'THE AZIMUTH MARK IS ABOUT 150 YARDS SOUTHEAST OF A FARMHOUSE,
 FF0085'16 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A
 FF0085'TELEPHONE POLE AND 2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS
 FF0085'POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED MONETTE
 FF0085'1954.  TO REACH THE MARK FROM THE STATION GO NORTH ON THE
 FF0085'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 FF0085'
 FF0085'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF0085
 FF0085                          STATION RECOVERY (1956)
 FF0085
 FF0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0085'AT MONETTE.
 FF0085'AT MONETTE, ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 18 (DREW
 FF0085'AVENUE) FROM THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 FF0085'AT A NORTH-SOUTH GRAVEL ROAD CROSSING, AT THE NORTHEAST CORNER
 FF0085'OF GROUNDS OF MONETTE HIGH SCHOOL, 68 1/2 FEET SOUTH OF CENTER
 FF0085'LINE OF HIGHWAY, 50 FEET WEST OF CENTER LINE OF GRAVEL ROAD,
 FF0085'290 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF YELLOW TILE
 FF0085'SCHOOL BUILDING, 90.55 FEET EAST OF RM NO. 1, 100.45 FEET SOUTH
 FF0085'AND ACROSS HIGHWAY FROM BM 0-9-17 (U.S.E.),37 FEET SOUTHWEST OF
 FF0085'TELEPHONE BRACE POLE, 45 1/2 FEET SOUTH-SOUTHEAST OF POWER POLE
 FF0085'NO. 107, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 FF0085'OF A CONCRETE POST FLUSH WITH GROUND.
 FF0085
 FF0085                          STATION RECOVERY (1978)
 FF0085
 FF0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (LMT)
 FF0085'AZIMUTH MARK KNOCKED OUT AND LAYING IN THE DITCH.
 FF0085
 FF0085                          STATION RECOVERY (2002)
 FF0085
 FF0085'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0084 ***********************************************************************
 FF0084  DESIGNATION -  MONETTE AZ MK
 FF0084  PID         -  FF0084
 FF0084  STATE/COUNTY-  AR/CRAIGHEAD
 FF0084  USGS QUAD   -  LEACHVILLE (1983)
 FF0084
 FF0084                         *CURRENT SURVEY CONTROL
 FF0084  ___________________________________________________________________
 FF0084* NAD 83(1986)-  35 53 39.     (N)    090 21 00.     (W)     SCALED    
 FF0084* NAVD 88     -        71.814  (meters)     235.61   (feet)  POSTED    
 FF0084  ___________________________________________________________________
 FF0084  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FF0084  DYNAMIC HT  -          71.750 (meters)     235.40  (feet)  COMP
 FF0084  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 FF0084
 FF0084  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0084
 FF0084.The horizontal coordinates were scaled from a topographic map and have
 FF0084.an estimated accuracy of +/- 6 seconds.
 FF0084
 FF0084.The orthometric height was determined by differential leveling
 FF0084.and adjusted by the National Geodetic Survey in 1992..
 FF0084.No vertical observational check was made to the station.
 FF0084.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0084.was located on a no-check spur therefore a value was not computed.
 FF0084
 FF0084.The geoid height was determined by GEOID03.
 FF0084
 FF0084.The dynamic height is computed by dividing the NAVD 88
 FF0084.geopotential number by the normal gravity value computed on the
 FF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0084.degrees latitude (g = 980.6199 gals.).
 FF0084
 FF0084.The modeled gravity was interpolated from observed gravity values.
 FF0084
 FF0084;                    North         East    Units  Estimated Accuracy
 FF0084;SPC AR N     -   174,410.      548,950.      MT  (+/- 180 meters Scaled)
 FF0084
 FF0084                          SUPERSEDED SURVEY CONTROL
 FF0084
 FF0084  NGVD 29 (??/??/??)   71.781  (m)          235.50   (f) ADJUSTED    1 2
 FF0084
 FF0084.Superseded values are not recommended for survey control.
 FF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0084.See file dsdata.txt to determine how the superseded data were derived.
 FF0084
 FF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV391754(NAD 83)
 FF0084_MARKER: DZ = AZIMUTH MARK DISK
 FF0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0084_STAMPING: MONETTE 1954
 FF0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0084+STABILITY: SURFACE MOTION
 FF0084
 FF0084  HISTORY     - Date     Condition        Report By
 FF0084  HISTORY     - 1954     MONUMENTED       CGS
 FF0084  HISTORY     - 1956     GOOD             CGS
 FF0084
 FF0084                          STATION DESCRIPTION
 FF0084
 FF0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0084'0.8 MI NW FROM MONETTE.
 FF0084'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 18 (DREW AVENUE) FROM
 FF0084'THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT MONETTE
 FF0084'TO A GRAVEL ROAD CROSSING AT NORTHEAST CORNER OF HIGH SCHOOL
 FF0084'GROUNDS, THENCE ABOUT 0.25 MILE NORTH ALONG GRAVEL ROAD, 18 FEET
 FF0084'WEST OF CENTER LINE OF ROAD, 138 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 FF0084'CORNER OF PORCH OF A FARM HOUSE, 2 FEET SOUTH OF A POWER POLE,
 FF0084'74 FEET SOUTH OF CENTER LINE OF A FARM LANE WEST, 3 1/2 FEET SOUTH
 FF0084'OF A WHITE WODOEN WITNESS ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD
 FF0084'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1927 ***********************************************************************
 FF1927  DESIGNATION -  MONETTE MUNICIPAL TANK
 FF1927  PID         -  FF1927
 FF1927  STATE/COUNTY-  AR/CRAIGHEAD
 FF1927  USGS QUAD   -  LEACHVILLE (1983)
 FF1927
 FF1927                         *CURRENT SURVEY CONTROL
 FF1927  ___________________________________________________________________
 FF1927* NAD 83(1997)-  35 53 31.59574(N)    090 20 34.37076(W)     ADJUSTED  
 FF1927* NAVD 88     -                                                        
 FF1927  ___________________________________________________________________
 FF1927  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 FF1927  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FF1927
 FF1927  HORZ ORDER  -  THIRD
 FF1927
 FF1927.The horizontal coordinates were established by classical geodetic methods
 FF1927.and adjusted by the National Geodetic Survey in September 1999..
 FF1927
 FF1927
 FF1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1927
 FF1927.The geoid height was determined by GEOID03.
 FF1927
 FF1927;                    North         East     Units Scale Factor Converg.
 FF1927;SPC AR N     -   174,193.749   549,600.735   MT  0.99995033   +0 57 51.4
 FF1927;SPC AR N     -   571,500.66  1,803,148.41   sFT  0.99995033   +0 57 51.4
 FF1927;SPC MO E     -     6,532.610   264,184.780   MT  0.99993581   +0 05 31.6
 FF1927;UTM  15      - 3,975,243.640   739,832.711   MT  1.00030882   +1 33 30.6
 FF1927
 FF1927                          SUPERSEDED SURVEY CONTROL
 FF1927
 FF1927  NAD 83(1997)-  35 53 31.60508(N)    090 20 34.37000(W) AD(       ) 4
 FF1927  NAD 83(1986)-  35 53 31.60736(N)    090 20 34.37122(W) AD(       ) 4
 FF1927  NAD 27      -  35 53 31.34600(N)    090 20 34.00800(W) AD(       ) 3
 FF1927
 FF1927.Superseded values are not recommended for survey control.
 FF1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1927.See file dsdata.txt to determine how the superseded data were derived.
 FF1927
 FF1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3983375244(NAD 83)
 FF1927_MARKER: 53 = ELEVATED TANK
 FF1927
 FF1927  HISTORY     - Date     Condition        Report By
 FF1927  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1927
 FF1927                          STATION DESCRIPTION
 FF1927
 FF1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF1927'THE STATION IS LOCATED IN THE TOWN OF MONETTE, ABOUT 0.2
 FF1927'MILE NORTH OF STATE HIGHWAY 18.  IT IS AN ELEVATED TANK
 FF1927'ABOUT 125 FEET HIGH AND THE POINT OBSERVED ON WAS THE APEX
 FF1927'OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0086 ***********************************************************************
 FF0086  DESIGNATION -  MONETTE RM 1
 FF0086  PID         -  FF0086
 FF0086  STATE/COUNTY-  AR/CRAIGHEAD
 FF0086  USGS QUAD   -  LEACHVILLE (1983)
 FF0086
 FF0086                         *CURRENT SURVEY CONTROL
 FF0086  ___________________________________________________________________
 FF0086* NAD 83(1986)-  35 53 25.     (N)    090 21 01.     (W)     SCALED    
 FF0086* NAVD 88     -        71.455  (meters)     234.43   (feet)  POSTED    
 FF0086  ___________________________________________________________________
 FF0086  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FF0086  DYNAMIC HT  -          71.390 (meters)     234.22  (feet)  COMP
 FF0086  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 FF0086
 FF0086  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0086
 FF0086.The horizontal coordinates were scaled from a topographic map and have
 FF0086.an estimated accuracy of +/- 6 seconds.
 FF0086
 FF0086.The orthometric height was determined by differential leveling
 FF0086.and adjusted by the National Geodetic Survey in 1992..
 FF0086.No vertical observational check was made to the station.
 FF0086.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0086.was located on a no-check spur therefore a value was not computed.
 FF0086
 FF0086.The geoid height was determined by GEOID03.
 FF0086
 FF0086.The dynamic height is computed by dividing the NAVD 88
 FF0086.geopotential number by the normal gravity value computed on the
 FF0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0086.degrees latitude (g = 980.6199 gals.).
 FF0086
 FF0086.The modeled gravity was interpolated from observed gravity values.
 FF0086
 FF0086;                    North         East    Units  Estimated Accuracy
 FF0086;SPC AR N     -   173,980.      548,940.      MT  (+/- 180 meters Scaled)
 FF0086
 FF0086                          SUPERSEDED SURVEY CONTROL
 FF0086
 FF0086  NGVD 29 (??/??/??)   71.422  (m)          234.32   (f) ADJUSTED    1 2
 FF0086
 FF0086.Superseded values are not recommended for survey control.
 FF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0086.See file dsdata.txt to determine how the superseded data were derived.
 FF0086
 FF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV391750(NAD 83)
 FF0086_MARKER: DR = REFERENCE MARK DISK
 FF0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0086_STAMPING: MONETTE NO 1 1954
 FF0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0086+STABILITY: SURFACE MOTION
 FF0086
 FF0086  HISTORY     - Date     Condition        Report By
 FF0086  HISTORY     - 1954     MONUMENTED       CGS
 FF0086  HISTORY     - 1956     GOOD             CGS
 FF0086
 FF0086                          STATION DESCRIPTION
 FF0086
 FF0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0086'AT MONETTE.
 FF0086'AT MONETTE, ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 18 (DREW
 FF0086'AVENUE) FROM THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 FF0086'AT A NORTH-SOUTH GRAVEL ROAD CROSSING, AT NORTHEAST CORNER OF
 FF0086'GROUNDS OF MONETTE HIGH SCHOOL, 47 FEET SOUTH OF CENTER LINE
 FF0086'OF HIGHWAY, 137 FEET WEST OF CENTER LINE OF GRAVEL STREET, 90.55
 FF0086'FEET WEST OF STATION MARK, 71 1/2 FEET WEST-SOUTHWEST OF POWER
 FF0086'POLE NO. 107, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE
 FF0086'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2909 ***********************************************************************
 EH2909  DESIGNATION -  MONROE
 EH2909  PID         -  EH2909
 EH2909  STATE/COUNTY-  AR/LEE
 EH2909  USGS QUAD   -  MONROE (1971)
 EH2909
 EH2909                         *CURRENT SURVEY CONTROL
 EH2909  ___________________________________________________________________
 EH2909* NAD 83(1997)-  34 44 19.09717(N)    091 05 48.69822(W)     ADJUSTED  
 EH2909* NAVD 88     -        56.95   (+/-2cm)     186.8    (feet)  VERTCON   
 EH2909  ___________________________________________________________________
 EH2909  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 EH2909  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2909
 EH2909  HORZ ORDER  -  FIRST
 EH2909  VERT ORDER  -  THIRD ? (See Below)
 EH2909
 EH2909.The horizontal coordinates were established by classical geodetic methods
 EH2909.and adjusted by the National Geodetic Survey in September 1999..
 EH2909
 EH2909.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2909.The vertical order pertains to the NGVD 29 superseded value.
 EH2909
 EH2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2909
 EH2909.The geoid height was determined by GEOID03.
 EH2909
 EH2909;                    North         East     Units Scale Factor Converg.
 EH2909;SPC AR S     -   630,179.346   482,705.655   MT  0.99999387   +0 30 19.7
 EH2909;SPC AR S     - 2,067,513.40  1,583,676.80   sFT  0.99999387   +0 30 19.7
 EH2909;UTM  15      - 3,845,708.853   674,226.334   MT  0.99997414   +1 05 05.1
 EH2909
 EH2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2909!SPC AR S     -   0.99999527  x   0.99999387  =   0.99998914
 EH2909!UTM  15      -   0.99999527  x   0.99997414  =   0.99996941
 EH2909
 EH2909:                Primary Azimuth Mark                     Grid Az
 EH2909:SPC AR S     -  MONROE AZ MK                             046 19 56.5
 EH2909:UTM  15      -  MONROE AZ MK                             045 45 11.1
 EH2909
 EH2909|---------------------------------------------------------------------|
 EH2909| PID    Reference Object                     Distance      Geod. Az  |
 EH2909|                                                           dddmmss.s |
 EH2909| CY6980 MONROE AZ MK                                       0465016.2 |
 EH2909| CY6982 MONROE RM 2                          33.339 METERS 13346     |
 EH2909| CY6981 MONROE RM 1                          27.410 METERS 22807     |
 EH2909|---------------------------------------------------------------------|
 EH2909
 EH2909                          SUPERSEDED SURVEY CONTROL
 EH2909
 EH2909  NAD 83(1997)-  34 44 19.10386(N)    091 05 48.69543(W) AD(       ) 1
 EH2909  NAD 83(1986)-  34 44 19.10467(N)    091 05 48.69507(W) AD(       ) 1
 EH2909  NAD 27      -  34 44 18.75525(N)    091 05 48.25811(W) AD(       ) 1
 EH2909  NGVD 29 (07/19/86)   56.96   (m)          186.9    (f) LEVELING    3  
 EH2909
 EH2909.Superseded values are not recommended for survey control.
 EH2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2909.See file dsdata.txt to determine how the superseded data were derived.
 EH2909
 EH2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7422645709(NAD 83)
 EH2909_MARKER: DS = TRIANGULATION STATION DISK
 EH2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2909+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 EH2909
 EH2909  HISTORY     - Date     Condition        Report By
 EH2909  HISTORY     - 1965     MONUMENTED       CGS
 EH2909  HISTORY     - 20030423 GOOD             USACE
 EH2909
 EH2909                          STATION DESCRIPTION
 EH2909
 EH2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2909'THE STATION IS 12 MILES SOUTHEAST OF BRINKLEY, 12 MILES NORTHEAST
 EH2909'OF HOLLY GROVE, 0.75 MILE NORTH WEST OF MONROE, 0.3 MILE
 EH2909'NORTHEAST OF THE MONROE-LEE COUNTY LINE AND ON PROPERTY OWNED
 EH2909'BY MR. HERMAN COOPER.
 EH2909'
 EH2909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2909'STATE HIGHWAY 39 IN MONROE, GO NORTHEAST ON HIGHWAY 79 FOR 0.45
 EH2909'MILE TO THE MONROE-LEE COUNTY LINE.  CONTINUE NORTHEAST ON
 EH2909'HIGHWAY 79 FOR 0.3 MILE TO THE STATION ON THE RIGHT, JUST
 EH2909'BEFORE REACHING A SIDE ROAD ON THE RIGHT.
 EH2909'
 EH2909'STATION MARKS ARE STANDARD DISKS STAMPED MONROE 1965.  THE
 EH2909'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 EH2909'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 EH2909'IT IS 200 FEET SOUTHWEST OF THE INTERSECTION OF THE GRAVEL ROAD
 EH2909'AND HIGHWAY 79, 100 FEET SOUTHEAST OF THE CENTER LINE OF
 EH2909'HIGHWAY 79, 98 FEET NORTHWEST OF A POWER POLE AND 63 FEET
 EH2909'NORTHWEST OF THE CENTER OF THE GRAVEL ROAD.  THE UNDERGROUND
 EH2909'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 EH2909'BELOW THE SURFACE OF THE GROUND.
 EH2909'
 EH2909'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MONROE NO 1 1965
 EH2909'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2909'2 INCHES.  IT IS 131 FEET WEST OF THE POWER POLE, 125 FEET
 EH2909'SOUTHEAST OF THE CENTER OF HIGHWAY 79, 124 FEET EAST OF A
 EH2909'POWER POLE AND 68 FEET NORTHWEST OF THE CENTER OF THE GRAVEL
 EH2909'ROAD.
 EH2909'
 EH2909'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MONROE NO 2 1965
 EH2909'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 EH2909'INCHES.  IT IS 47 FEET SOUTHEAST OF THE CENTER OF THE GRAVEL
 EH2909'ROAD, 16 FEET EAST OF THE POWER POLE REFERENCE TO THE STATION
 EH2909'AND 1.5 FEET NORTH OF A POWER POLE GUY-POLE.
 EH2909'
 EH2909'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MONROE 1965.  IT IS
 EH2909'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST
 EH2909'WALL OF A CONCRETE CULVERT.  IT IS 29.6 FEET SOUTHEAST OF THE
 EH2909'CENTER LINE OF HIGHWAY 79, 1 FOOT EAST OF A METAL WITNESS POST
 EH2909'AND 3 FEET BELOW THE SURFACE OF THE HIGHWAY.
 EH2909'
 EH2909'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 EH2909'HIGHWAY 79 FOR 0.65 MILES TO A CONCRETE CULVERT OF THE HIGHWAY.
 EH2909'THE MARK IS AT THE SOUTHEAST END OF THE CULVERT.
 EH2909'
 EH2909'NOTE- REFERENCE MARK NO. 1 WAS MEASURED WITH A 30 METER TAPE
 EH2909'PULLING 5 KG. TAPE TENSION.
 EH2909'
 EH2909'REFERENCE MARK NO. 2 WAS MEASURED WITH A 300 FOOT TAPE PULLING
 EH2909'7 KG. TAPE TENSION.
 EH2909'
 EH2909'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2909
 EH2909                          STATION RECOVERY (2003)
 EH2909
 EH2909'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2095 ***********************************************************************
 DK2095  DESIGNATION -  MONTICELLO ARK A M COLL OLD TK
 DK2095  PID         -  DK2095
 DK2095  STATE/COUNTY-  AR/DREW
 DK2095  USGS QUAD   -  MONTICELLO SOUTH (1966)
 DK2095
 DK2095                         *CURRENT SURVEY CONTROL
 DK2095  ___________________________________________________________________
 DK2095* NAD 83(1997)-  33 35 19.15111(N)    091 48 55.42838(W)     ADJUSTED  
 DK2095* NAVD 88     -                                                        
 DK2095  ___________________________________________________________________
 DK2095  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DK2095  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DK2095
 DK2095  HORZ ORDER  -  THIRD
 DK2095
 DK2095.The horizontal coordinates were established by classical geodetic methods
 DK2095.and adjusted by the National Geodetic Survey in September 1999..
 DK2095
 DK2095
 DK2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2095
 DK2095.The geoid height was determined by GEOID03.
 DK2095
 DK2095;                    North         East     Units Scale Factor Converg.
 DK2095;SPC AR S     -   502,275.409   417,135.404   MT  0.99994854   +0 06 12.0
 DK2095;SPC AR S     - 1,647,881.90  1,368,551.74   sFT  0.99994854   +0 06 12.0
 DK2095;UTM  15      - 3,717,176.881   609,923.084   MT  0.99974896   +0 39 19.5
 DK2095
 DK2095                          SUPERSEDED SURVEY CONTROL
 DK2095
 DK2095  NAD 83(1986)-  33 35 19.16114(N)    091 48 55.42315(W) AD(       ) 4
 DK2095  NAD 27      -  33 35 18.77000(N)    091 48 54.95000(W) AD(       ) 3
 DK2095
 DK2095.Superseded values are not recommended for survey control.
 DK2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2095.See file dsdata.txt to determine how the superseded data were derived.
 DK2095
 DK2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0992317177(NAD 83)
 DK2095_MARKER: 53 = ELEVATED TANK
 DK2095
 DK2095  HISTORY     - Date     Condition        Report By
 DK2095  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2095
 DK2095                          STATION DESCRIPTION
 DK2095
 DK2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2095'AN OLD WATER TANK ABOUT 200 FEET W OF TRIANGULATION STATION
 DK2095'ARKANSAS A. AND M.  THIS IS PROBABLY THE OLD WATER TANK FOR
 DK2095'THE COLLEGE.  IT IS ABOUT 65 FEET HIGH AND SETS ON A FOUR-LEG
 DK2095'STEEL FRAMEWORK.
 DK2095'
 DK2095'LOCATED FROM STATIONS WALL AND ARKANSAS A. AND M.
 DK2095'
 DK2095'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2097 ***********************************************************************
 DK2097  DESIGNATION -  MONTICELLO ARK A M COLLEGE STK
 DK2097  PID         -  DK2097
 DK2097  STATE/COUNTY-  AR/DREW
 DK2097  USGS QUAD   -  MONTICELLO SOUTH (1966)
 DK2097
 DK2097                         *CURRENT SURVEY CONTROL
 DK2097  ___________________________________________________________________
 DK2097* NAD 83(1997)-  33 35 31.99926(N)    091 48 46.42872(W)     ADJUSTED  
 DK2097* NAVD 88     -                                                        
 DK2097  ___________________________________________________________________
 DK2097  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DK2097  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK2097
 DK2097  HORZ ORDER  -  THIRD
 DK2097
 DK2097.The horizontal coordinates were established by classical geodetic methods
 DK2097.and adjusted by the National Geodetic Survey in September 1999..
 DK2097
 DK2097
 DK2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2097
 DK2097.The geoid height was determined by GEOID03.
 DK2097
 DK2097;                    North         East     Units Scale Factor Converg.
 DK2097;SPC AR S     -   502,671.657   417,366.729   MT  0.99994806   +0 06 17.0
 DK2097;SPC AR S     - 1,649,181.93  1,369,310.68   sFT  0.99994806   +0 06 17.0
 DK2097;UTM  15      - 3,717,575.260   610,150.534   MT  0.99974958   +0 39 24.7
 DK2097
 DK2097                          SUPERSEDED SURVEY CONTROL
 DK2097
 DK2097  NAD 83(1986)-  33 35 32.00931(N)    091 48 46.42343(W) AD(       ) 4
 DK2097  NAD 27      -  33 35 31.62000(N)    091 48 45.95000(W) AD(       ) 3
 DK2097
 DK2097.Superseded values are not recommended for survey control.
 DK2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2097.See file dsdata.txt to determine how the superseded data were derived.
 DK2097
 DK2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1015117575(NAD 83)
 DK2097_MARKER: 63 = STACK
 DK2097
 DK2097  HISTORY     - Date     Condition        Report By
 DK2097  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2097
 DK2097                          STATION DESCRIPTION
 DK2097
 DK2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2097'THE ALUMINUM STACK OF THE HEATING PLANT OF THE ARKANSAS
 DK2097'A. AND M. COLLEGE.  THE STACK IS ABOUT 100 FEET HIGH AND
 DK2097'IS ON THE W SIDE OF THE BRICK HEATING PLANT WHICH IS ON
 DK2097'THE N SIDE OF THE CAMPUS.  THE STACK IS ABOUT 150 YARDS
 DK2097'E OF THE WATER TANK.
 DK2097'
 DK2097'OBSERVED FROM TRIANGULATION STATIONS WALL AND ARKANSAS A
 DK2097'AND M.
 DK2097'
 DK2097'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2098 ***********************************************************************
 DK2098  DESIGNATION -  MONTICELLO ARK A M COLLEGE TK
 DK2098  PID         -  DK2098
 DK2098  STATE/COUNTY-  AR/DREW
 DK2098  USGS QUAD   -  MONTICELLO SOUTH (1966)
 DK2098
 DK2098                         *CURRENT SURVEY CONTROL
 DK2098  ___________________________________________________________________
 DK2098* NAD 83(1997)-  33 35 32.65219(N)    091 48 51.54450(W)     ADJUSTED  
 DK2098* NAVD 88     -                                                        
 DK2098  ___________________________________________________________________
 DK2098  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DK2098  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DK2098
 DK2098  HORZ ORDER  -  THIRD
 DK2098
 DK2098.The horizontal coordinates were established by classical geodetic methods
 DK2098.and adjusted by the National Geodetic Survey in September 1999..
 DK2098
 DK2098
 DK2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2098
 DK2098.The geoid height was determined by GEOID03.
 DK2098
 DK2098;                    North         East     Units Scale Factor Converg.
 DK2098;SPC AR S     -   502,691.532   417,234.792   MT  0.99994804   +0 06 14.1
 DK2098;SPC AR S     - 1,649,247.13  1,368,877.81   sFT  0.99994804   +0 06 14.1
 DK2098;UTM  15      - 3,717,593.859   610,018.438   MT  0.99974922   +0 39 21.9
 DK2098
 DK2098                          SUPERSEDED SURVEY CONTROL
 DK2098
 DK2098  NAD 83(1986)-  33 35 32.66224(N)    091 48 51.53919(W) AD(       ) 4
 DK2098  NAD 27      -  33 35 32.27000(N)    091 48 51.07000(W) AD(       ) 3
 DK2098
 DK2098.Superseded values are not recommended for survey control.
 DK2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2098.See file dsdata.txt to determine how the superseded data were derived.
 DK2098
 DK2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1001817594(NAD 83)
 DK2098_MARKER: 53 = ELEVATED TANK
 DK2098
 DK2098  HISTORY     - Date     Condition        Report By
 DK2098  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2098
 DK2098                          STATION DESCRIPTION
 DK2098
 DK2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2098'AN ALUMINUM TANK WITH FINIAL AND SUPPORTED BY FOUR ALUMINUM LEGS.
 DK2098'THE TANK IS ABOUT 100 FEET HIGH AND IS THE WATER TANK OF
 DK2098'THE ARKANSAS A. AND M. COLLEGE, ABOUT 3 MILES S OF MONTICELLO.
 DK2098'THE TANK IS ON THE NW PART OF THE CAMPUS AND ABOUT 150 YARDS
 DK2098'W OF THE HEATING PLANT STACK.
 DK2098'
 DK2098'OBSERVED FROM TRIANGULATION STATIONS SAWYER, WALL AND ARKANSAS
 DK2098'A AND M.
 DK2098'
 DK2098'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3567 ***********************************************************************
 DF3567  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF3567  DESIGNATION -  MONTICELLO COOP CORS ARP
 DF3567  CORS_ID     -  CSAL
 DF3567  PID         -  DF3567
 DF3567  STATE/COUNTY-  AR/DREW
 DF3567  USGS QUAD   -  MONTICELLO SOUTH (1966)
 DF3567
 DF3567                         *CURRENT SURVEY CONTROL
 DF3567  ___________________________________________________________________
 DF3567* NAD 83(CORS)-  33 35 31.13684(N)    091 48 53.23042(W)     ADJUSTED  
 DF3567* NAVD 88     -                                                        
 DF3567  ___________________________________________________________________
 DF3567  EPOCH DATE  -        2002.00
 DF3567  X           -    -168,429.579 (meters)                     COMP
 DF3567  Y           -  -5,315,819.819 (meters)                     COMP
 DF3567  Z           -   3,508,874.172 (meters)                     COMP
 DF3567  ELLIP HEIGHT-          66.82  (meters)          (01/??/03) GPS OBS
 DF3567  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DF3567
 DF3567  HORZ ORDER  -  SPECIAL (CORS)
 DF3567  ELLP ORDER  -  SPECIAL (CORS)
 DF3567
 DF3567.ITRF positions are available for this station.
 DF3567.The coordinates were established by GPS observations
 DF3567.and adjusted by the National Geodetic Survey in January 2003..
 DF3567.The coordinates are valid at the epoch date displayed above.
 DF3567.The epoch date for horizontal control is a decimal equivalence
 DF3567.of Year/Month/Day.
 DF3567
 DF3567
 DF3567.The PID for the CORS L1 Phase Center is DF3568.
 DF3567
 DF3567.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF3567
 DF3567.The ellipsoidal height was determined by GPS observations
 DF3567.and is referenced to NAD 83.
 DF3567
 DF3567.The geoid height was determined by GEOID03.
 DF3567
 DF3567;                    North         East     Units Scale Factor Converg.
 DF3567;SPC AR S     -   502,644.769   417,191.408   MT  0.99994809   +0 06 13.2
 DF3567;SPC AR S     - 1,649,093.71  1,368,735.48   sFT  0.99994809   +0 06 13.2
 DF3567
 DF3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3567!SPC AR S     -   0.99998951  x   0.99994809  =   0.99993760
 DF3567
 DF3567                          SUPERSEDED SURVEY CONTROL
 DF3567
 DF3567.No superseded survey control is available for this station.
 DF3567
 DF3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0997617547(NAD 83)
 DF3567_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF3567
 DF3567                          STATION DESCRIPTION
 DF3567
 DF3567'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF3567'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF3567'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF3567'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF3567'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF3567'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3568 ***********************************************************************
 DF3568  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF3568  DESIGNATION -  MONTICELLO COOP CORS L1 PHASE CENTER
 DF3568  CORS_ID     -  CSAL
 DF3568  PID         -  DF3568
 DF3568  STATE/COUNTY-  AR/DREW
 DF3568  USGS QUAD   -  MONTICELLO SOUTH (1966)
 DF3568
 DF3568                         *CURRENT SURVEY CONTROL
 DF3568  ___________________________________________________________________
 DF3568* NAD 83(CORS)-  33 35 31.13688(N)    091 48 53.23040(W)     ADJUSTED  
 DF3568* NAVD 88     -                                                        
 DF3568  ___________________________________________________________________
 DF3568  EPOCH DATE  -        2002.00
 DF3568  X           -    -168,429.581 (meters)                     COMP
 DF3568  Y           -  -5,315,819.910 (meters)                     COMP
 DF3568  Z           -   3,508,874.234 (meters)                     COMP
 DF3568  ELLIP HEIGHT-          66.93  (meters)          (01/??/03) GPS OBS
 DF3568  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DF3568
 DF3568  HORZ ORDER  -  SPECIAL (CORS)
 DF3568  ELLP ORDER  -  SPECIAL (CORS)
 DF3568
 DF3568.ITRF positions are available for this station.
 DF3568.The coordinates were established by GPS observations
 DF3568.and adjusted by the National Geodetic Survey in January 2003..
 DF3568.The coordinates are valid at the epoch date displayed above.
 DF3568.The epoch date for horizontal control is a decimal equivalence
 DF3568.of Year/Month/Day.
 DF3568
 DF3568
 DF3568.The PID for the CORS ARP is DF3567.
 DF3568
 DF3568.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF3568
 DF3568.The ellipsoidal height was determined by GPS observations
 DF3568.and is referenced to NAD 83.
 DF3568
 DF3568.The geoid height was determined by GEOID03.
 DF3568
 DF3568;                    North         East     Units Scale Factor Converg.
 DF3568;SPC AR S     -   502,644.770   417,191.409   MT  0.99994809   +0 06 13.2
 DF3568;SPC AR S     - 1,649,093.72  1,368,735.48   sFT  0.99994809   +0 06 13.2
 DF3568
 DF3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3568!SPC AR S     -   0.99998949  x   0.99994809  =   0.99993758
 DF3568
 DF3568                          SUPERSEDED SURVEY CONTROL
 DF3568
 DF3568.No superseded survey control is available for this station.
 DF3568
 DF3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0997617547(NAD 83)
 DF3568_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF3568
 DF3568                          STATION DESCRIPTION
 DF3568
 DF3568'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF3568'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF3568'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF3568'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF3568'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF3568'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2091 ***********************************************************************
 DK2091  DESIGNATION -  MONTICELLO COTTON MILL TANK
 DK2091  PID         -  DK2091
 DK2091  STATE/COUNTY-  AR/DREW
 DK2091  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK2091
 DK2091                         *CURRENT SURVEY CONTROL
 DK2091  ___________________________________________________________________
 DK2091* NAD 83(1997)-  33 37 37.77920(N)    091 46 45.29430(W)     ADJUSTED  
 DK2091* NAVD 88     -                                                        
 DK2091  ___________________________________________________________________
 DK2091  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DK2091  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK2091
 DK2091  HORZ ORDER  -  THIRD
 DK2091
 DK2091.The horizontal coordinates were established by classical geodetic methods
 DK2091.and adjusted by the National Geodetic Survey in September 1999..
 DK2091
 DK2091
 DK2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2091
 DK2091.The geoid height was determined by GEOID03.
 DK2091
 DK2091;                    North         East     Units Scale Factor Converg.
 DK2091;SPC AR S     -   506,552.917   420,481.584   MT  0.99994357   +0 07 24.8
 DK2091;SPC AR S     - 1,661,915.70  1,379,530.00   sFT  0.99994357   +0 07 24.8
 DK2091;UTM  15      - 3,721,485.616   613,227.238   MT  0.99975805   +0 40 34.0
 DK2091
 DK2091                          SUPERSEDED SURVEY CONTROL
 DK2091
 DK2091  NAD 83(1986)-  33 37 37.78896(N)    091 46 45.28925(W) AD(       ) 4
 DK2091  NAD 27      -  33 37 37.39600(N)    091 46 44.82000(W) AD(       ) 3
 DK2091
 DK2091.Superseded values are not recommended for survey control.
 DK2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2091.See file dsdata.txt to determine how the superseded data were derived.
 DK2091
 DK2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1322721486(NAD 83)
 DK2091_MARKER: 53 = ELEVATED TANK
 DK2091
 DK2091  HISTORY     - Date     Condition        Report By
 DK2091  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2091
 DK2091                          STATION DESCRIPTION
 DK2091
 DK2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2091'THE WATER TANK OF THE MONTICELLO COTTON MILL ON EAST SHELTON
 DK2091'STREET.  AN ALUMINUM TANK SUPPORTED BY FOUR LEGS, WITH FINIAL.
 DK2091'THE TANK IS ABOUT 100 FEET HIGH.  AN ALUMINUM STACK IS ABOUT
 DK2091'50 FEET NW AND IS ABOUT 110 FEET HIGH.
 DK2091'
 DK2091'OBSERVED FROM TRIANGULATIONS SAWYER, WALL AND SELMA.
 DK2091'
 DK2091'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2093 ***********************************************************************
 DK2093  DESIGNATION -  MONTICELLO COTTON MILL STACK
 DK2093  PID         -  DK2093
 DK2093  STATE/COUNTY-  AR/DREW
 DK2093  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK2093
 DK2093                         *CURRENT SURVEY CONTROL
 DK2093  ___________________________________________________________________
 DK2093* NAD 83(1997)-  33 37 37.93217(N)    091 46 45.94787(W)     ADJUSTED  
 DK2093* NAVD 88     -                                                        
 DK2093  ___________________________________________________________________
 DK2093  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DK2093  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK2093
 DK2093  HORZ ORDER  -  THIRD
 DK2093
 DK2093.The horizontal coordinates were established by classical geodetic methods
 DK2093.and adjusted by the National Geodetic Survey in September 1999..
 DK2093
 DK2093
 DK2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2093
 DK2093.The geoid height was determined by GEOID03.
 DK2093
 DK2093;                    North         East     Units Scale Factor Converg.
 DK2093;SPC AR S     -   506,557.593   420,464.730   MT  0.99994357   +0 07 24.4
 DK2093;SPC AR S     - 1,661,931.04  1,379,474.70   sFT  0.99994357   +0 07 24.4
 DK2093;UTM  15      - 3,721,490.129   613,210.343   MT  0.99975801   +0 40 33.6
 DK2093
 DK2093                          SUPERSEDED SURVEY CONTROL
 DK2093
 DK2093  NAD 83(1986)-  33 37 37.94214(N)    091 46 45.94284(W) AD(       ) 4
 DK2093  NAD 27      -  33 37 37.55000(N)    091 46 45.47400(W) AD(       ) 3
 DK2093
 DK2093.Superseded values are not recommended for survey control.
 DK2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2093.See file dsdata.txt to determine how the superseded data were derived.
 DK2093
 DK2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1321021490(NAD 83)
 DK2093_MARKER: 63 = STACK
 DK2093
 DK2093  HISTORY     - Date     Condition        Report By
 DK2093  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2093
 DK2093                          STATION DESCRIPTION
 DK2093
 DK2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2093'AN ALUMINUM STACK ABOUT 110 FEET HIGH.  THIS IS THE STACK
 DK2093'OF THE MONTICELLO COTTON MILL ON EAST SHELTON STREET.  IT
 DK2093'IS ABOUT 50 FEET NW OF THE WATER TANK.
 DK2093'
 DK2093'OBSERVED FROM TRIANGULATION STATIONS SAWYER, WALL AND SELMA.
 DK2093'
 DK2093'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0946 ***********************************************************************
 EH0946  DESIGNATION -  MOON
 EH0946  PID         -  EH0946
 EH0946  STATE/COUNTY-  AR/ST FRANCIS
 EH0946  USGS QUAD   -  PALESTINE (1984)
 EH0946
 EH0946                         *CURRENT SURVEY CONTROL
 EH0946  ___________________________________________________________________
 EH0946* NAD 83(1997)-  34 57 29.79144(N)    090 57 16.41915(W)     ADJUSTED  
 EH0946* NAVD 88     -        64.322  (meters)     211.03   (feet)  ADJUSTED  
 EH0946  ___________________________________________________________________
 EH0946  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 EH0946  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH0946  DYNAMIC HT  -          64.264 (meters)     210.84  (feet)  COMP
 EH0946  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 EH0946
 EH0946  HORZ ORDER  -  FIRST
 EH0946  VERT ORDER  -  FIRST     CLASS II
 EH0946
 EH0946.The horizontal coordinates were established by classical geodetic methods
 EH0946.and adjusted by the National Geodetic Survey in September 1999..
 EH0946
 EH0946.The orthometric height was determined by differential leveling
 EH0946.and adjusted by the National Geodetic Survey in June 1991..
 EH0946
 EH0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0946
 EH0946.The geoid height was determined by GEOID03.
 EH0946
 EH0946.The dynamic height is computed by dividing the NAVD 88
 EH0946.geopotential number by the normal gravity value computed on the
 EH0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0946.degrees latitude (g = 980.6199 gals.).
 EH0946
 EH0946.The modeled gravity was interpolated from observed gravity values.
 EH0946
 EH0946;                    North         East     Units Scale Factor Converg.
 EH0946;SPC AR N     -    69,839.408   495,482.391   MT  0.99999519   +0 36 30.0
 EH0946;SPC AR N     -   229,131.46  1,625,595.14   sFT  0.99999519   +0 36 30.0
 EH0946;SPC AR S     -   654,668.660   495,487.601   MT  1.00004836   +0 35 06.4
 EH0946;SPC AR S     - 2,147,858.76  1,625,612.24   sFT  1.00004836   +0 35 06.4
 EH0946;UTM  15      - 3,870,326.546   686,758.139   MT  1.00002988   +1 10 20.4
 EH0946
 EH0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0946!SPC AR N     -   0.99999413  x   0.99999519  =   0.99998932
 EH0946!SPC AR S     -   0.99999413  x   1.00004836  =   1.00004249
 EH0946!UTM  15      -   0.99999413  x   1.00002988  =   1.00002401
 EH0946
 EH0946|---------------------------------------------------------------------|
 EH0946| PID    Reference Object                     Distance      Geod. Az  |
 EH0946|                                                           dddmmss.s |
 EH0946| CY6983 MOON RM                              22.343 METERS 16011     |
 EH0946| EH0938 GOODWIN                             APPROX. 3.9 KM 2500726.0 |
 EH0946|---------------------------------------------------------------------|
 EH0946
 EH0946                          SUPERSEDED SURVEY CONTROL
 EH0946
 EH0946  NAD 83(1997)-  34 57 29.79684(N)    090 57 16.41707(W) AD(       ) 1
 EH0946  NAD 83(1986)-  34 57 29.79993(N)    090 57 16.41737(W) AD(       ) 1
 EH0946  NAD 27      -  34 57 29.46190(N)    090 57 15.99260(W) AD(       ) 1
 EH0946  NGVD 29 (??/??/??)   64.319  (m)          211.02   (f) ADJUSTED    1 2
 EH0946
 EH0946.Superseded values are not recommended for survey control.
 EH0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0946.See file dsdata.txt to determine how the superseded data were derived.
 EH0946
 EH0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8675870327(NAD 83)
 EH0946_MARKER: DS = TRIANGULATION STATION DISK
 EH0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0946_STAMPING: MOON 1916 1920 BM
 EH0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0946+STABILITY: SURFACE MOTION
 EH0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0946+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2002
 EH0946
 EH0946  HISTORY     - Date     Condition        Report By
 EH0946  HISTORY     - 1916     MONUMENTED       CGS
 EH0946  HISTORY     - 1930     GOOD             CGS
 EH0946  HISTORY     - 1935     GOOD             CGS
 EH0946  HISTORY     - 1951     POOR             CGS
 EH0946  HISTORY     - 1955     POOR             CGS
 EH0946  HISTORY     - 1955     GOOD             CGS
 EH0946  HISTORY     - 1964     GOOD             CGS
 EH0946  HISTORY     - 20020322 GOOD             USACE
 EH0946
 EH0946                          STATION DESCRIPTION
 EH0946
 EH0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH0946'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH0946'RAILWAY, JUST E OF MOON LAKE, 9.41 METERS (30.9 FEET) N
 EH0946'OF N RAIL OF MAIN TRACK, 3.21 METERS (10.5 FEET) S OF N
 EH0946'FENCE LINE OF RIGHT-OF-WAY, 22.00 METERS (72.2 FEET) E OF
 EH0946'MILEPOST 55, AND 90 METERS (295 FEET) W OF PRIVATE ROAD
 EH0946'WHICH CROSSES TRACK AND LEADS TO J.H. STEVENS HOUSE.
 EH0946'
 EH0946'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 EH0946'SET IN CONCRETE.
 EH0946'
 EH0946'A STANDARD REFERENCE DISK IN CONCRETE, IS 0.5
 EH0946'METER (1.6 FEET) N OF S FENCE LINE OF RIGHT-OF-WAY AND 22.343
 EH0946'METERS (73.30 FEET) FROM STATION, S 19 DEG 50 MIN E.
 EH0946'
 EH0946'STATION AND REFERENCE MARK ARE STAMPED MOON 1916 B.M. 1920.
 EH0946'
 EH0946'ELEVATION OF STATION IS 64.305 METERS (210.974 FEET).
 EH0946
 EH0946                          STATION RECOVERY (1930)
 EH0946
 EH0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 EH0946'REFERENCE MARK WAS NOT FOUND WHEN STATION WAS RECOVERED
 EH0946'IN 1930.
 EH0946
 EH0946                          STATION RECOVERY (1935)
 EH0946
 EH0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH0946'STATION RECOVERED IN GOOD CONDITION, IS 9.355 METERS, N
 EH0946'OF THE N RAIL OF MAIN LINE TRACK.
 EH0946'
 EH0946'REFERENCE MARK NO.1 (1935) IS A STANDARD BRONZE DISK SET
 EH0946'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 4.5 FEET N OF
 EH0946'THE 32ND TELEGRAPH POST W OF MILEPOST 54, 3.1 FEET S OF
 EH0946'N FENCE LINE, 20.845 METERS (68.4 FEET) NW OF U.S. BENCH
 EH0946'MARK WHICH IS W OF A N AND S ROAD AND N OF RAILROAD MARKED
 EH0946'U.S.Y, 13.71 METERS (44.95 FEET) N OF N RAILROAD RAIL, 71.71
 EH0946'METERS (235.26 FEET) FROM STATION, N 66 DEG 53 MIN 14 SEC E.
 EH0946'
 EH0946'REFERENCE MARK NO.2 (1916) RECOVERED IN GOOD CONDITION.  IT
 EH0946'IS 11.41 METERS (37.43 FEET) S OF S RAIL, 0.5 METER (1.6
 EH0946'FEET) N OF S RIGHT-OF-WAY FENCE, 22.33 METERS (73.26 FEET)
 EH0946'FROM STATION, S 19 DEG 50 MIN 08.4 SEC E, AND 76.305
 EH0946'METERS (250.31 FEET) FROM REFERENCE MARK NO.1, S 49 DEG
 EH0946'54 MIN W.
 EH0946
 EH0946                          STATION RECOVERY (1951)
 EH0946
 EH0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 EH0946'STATION MARK RECOVERED 70.0 FEET SOUTHWEST OF 1ST TELEPHONE
 EH0946'LINE POLE EAST OF MILE POST 55.  STATION MARK IS ABOUT FLUSH
 EH0946'WITH SURFACE OF THE GROUND AND LEANS SLIGHTLY WITH SIGHS
 EH0946'OF BEING SCRAPED WITH SOMETHING AND TILTED THE MARK.
 EH0946'
 EH0946'BOTH REFERENCE MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED
 EH0946'AND ARE IN GOOD CONDITION.
 EH0946
 EH0946                          STATION RECOVERY (1955)
 EH0946
 EH0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CS)
 EH0946'THE STATION IS ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 EH0946'ABOUT 3.15 MILES SOUTHWEST OF THE STATION SIGN AT PALESTINE,
 EH0946'ABOUT 72 YARDS NORTHEAST OF MILE POLE 55, ABOUT 100 YARDS
 EH0946'SOUTHWEST OF A PRIVATE ROAD CROSSING, 30-1/2 FEET NORTHWEST
 EH0946'OF NORTHWEST RAIL, 70 FEET NORTHEAST OF FIRST TELEPHONE
 EH0946'POLE NORTHEAST OF MILE POLE, 17 FEET SOUTHEAST OF A FENCE
 EH0946'LINE, 1-1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, IN
 EH0946'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND AND STAMPED
 EH0946'MOON 1916 1920 BM.  NOTE- THE MARK APPEARS TO HAVE BEEN
 EH0946'HIT BY MACHINERY AND IS PUSHED OVER SLIGHTLY TO THE
 EH0946'WEST-SOUTHWEST.
 EH0946'
 EH0946'R.M. NO. 1 IS 235.46 FEET NORTHEAST OF THE STATION MARK,
 EH0946'87 FEET WEST OF CENTER OF PRIVATE ROAD CROSSING, 45 FEET NORTHWEST
 EH0946'OF NORTHWEST RAIL, 2-1/2 FEET SOUTHEAST OF A FENCE LINE, 71
 EH0946'FEET SOUTHWEST OF A GATE IN FENCE LINE, 5 FEET NORTHWEST
 EH0946'OF A TELEPHONE POLE, ABOUT 3 FEET BELOW LEVEL OF TRACK, IN
 EH0946'TOP OF A CONCRETE POST FLUSH WITH GROUND AND STAMPED MOON
 EH0946'RM 1 1916 1920.
 EH0946'
 EH0946'R.M. NO. 2 IS 73.150 FEET ( 22.293 METERS) SOUTHEAST OF
 EH0946'THE STATION, 37.8 FEET SOUTHEAST OF SOUTHEAST RAIL, 66 FEET
 EH0946'NORTHWEST OF CENTERLINE OF U.S. HIGHWAY 70, 76-1/2 FEET NORTHEAST
 EH0946'OF TELEPHONE POLE NO. 2360, 58-1/2 FEET SOUTHWEST OF TELEPHONE
 EH0946'POLE NO. 2359, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 EH0946'ABOUT 1 FOOT BELOW LEVEL OF TRACK, IN THE TOP OF A CONCRETE
 EH0946'POST ABOUT 1 INCH UNDERGROUND AND STAMPED MOON RM 2 1916
 EH0946'1920 BM.
 EH0946
 EH0946                          STATION RECOVERY (1955)
 EH0946
 EH0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH0946'3.15 MI SW FROM PALESTINE.
 EH0946'ABOUT 3.15 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0946'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0946'72 YARDS NORTHEAST OF MILE POLE 55, ABOUT 100 YARDS SOUTHWEST OF A
 EH0946'PRIVATE ROAD CROSSING, 30 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 70
 EH0946'FEET NORTHEAST OF THE FIRST TELEPHONE POLE NORTHEAST OF MILE POLE,
 EH0946'72.7 FEET NORTHWEST AND ACROSS TRACK FROM RM NO. 2, 235 FEET SOUTHWEST
 EH0946'OF RM NO. 1, 17 FEET SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A
 EH0946'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET
 EH0946'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.  NOTE-- THE
 EH0946'POST APPEARS TO HAVE BEEN HIT AND LEANS SLIGHTLY TO THE SOUTH. THE
 EH0946'POST IS SOLID IN GROUND AT PRESENT AND WILL PROBABLY HOLD ITS PRESENT
 EH0946'ELEVATION.  ROD HELD ON LETTER C OF GEODETIC.
 EH0946
 EH0946                          STATION RECOVERY (1964)
 EH0946
 EH0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 EH0946'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE
 EH0946'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EH0946
 EH0946                          STATION RECOVERY (2002)
 EH0946
 EH0946'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0947 ***********************************************************************
 EH0947  DESIGNATION -  MOON RM 1
 EH0947  PID         -  EH0947
 EH0947  STATE/COUNTY-  AR/ST FRANCIS
 EH0947  USGS QUAD   -  PALESTINE (1984)
 EH0947
 EH0947                         *CURRENT SURVEY CONTROL
 EH0947  ___________________________________________________________________
 EH0947* NAD 83(1986)-  34 57 31.     (N)    090 57 16.     (W)     SCALED    
 EH0947* NAVD 88     -        64.003  (meters)     209.98   (feet)  ADJUSTED  
 EH0947  ___________________________________________________________________
 EH0947  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH0947  DYNAMIC HT  -          63.945 (meters)     209.79  (feet)  COMP
 EH0947  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 EH0947
 EH0947  VERT ORDER  -  FIRST     CLASS II
 EH0947
 EH0947.The horizontal coordinates were scaled from a topographic map and have
 EH0947.an estimated accuracy of +/- 6 seconds.
 EH0947
 EH0947.The orthometric height was determined by differential leveling
 EH0947.and adjusted by the National Geodetic Survey in June 1991..
 EH0947
 EH0947.The geoid height was determined by GEOID03.
 EH0947
 EH0947.The dynamic height is computed by dividing the NAVD 88
 EH0947.geopotential number by the normal gravity value computed on the
 EH0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0947.degrees latitude (g = 980.6199 gals.).
 EH0947
 EH0947.The modeled gravity was interpolated from observed gravity values.
 EH0947
 EH0947;                    North         East    Units  Estimated Accuracy
 EH0947;SPC AR N     -    69,880.      495,490.      MT  (+/- 180 meters Scaled)
 EH0947
 EH0947                          SUPERSEDED SURVEY CONTROL
 EH0947
 EH0947  NGVD 29 (??/??/??)   64.000  (m)          209.97   (f) ADJUSTED    1 2
 EH0947
 EH0947.Superseded values are not recommended for survey control.
 EH0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0947.See file dsdata.txt to determine how the superseded data were derived.
 EH0947
 EH0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU867703(NAD 83)
 EH0947_MARKER: DR = REFERENCE MARK DISK
 EH0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0947_STAMPING: MOON RM 1 1916 1920
 EH0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0947+STABILITY: SURFACE MOTION
 EH0947
 EH0947  HISTORY     - Date     Condition        Report By
 EH0947  HISTORY     - 1920     MONUMENTED       CGS
 EH0947  HISTORY     - 1955     GOOD             CGS
 EH0947  HISTORY     - 20020322 MARK NOT FOUND   USACE
 EH0947
 EH0947                          STATION DESCRIPTION
 EH0947
 EH0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0947'3.15 MI SW FROM PALESTINE.
 EH0947'ABOUT 3.15 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0947'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0947'146 YARDS NORTHEAST OF MILE POLE 55, 87 FEET WEST OF CENTER OF A
 EH0947'PRIVATE ROAD CROSSING, 45 FEET NORTHWEST OF NORTHWEST RAIL, 2 1/2 FEET
 EH0947'SOUTHEAST OF A FENCE LINE, 71 FEET SOUTHWEST OF CENTER OF A GATE IN
 EH0947'FENCE LINE, 5 FEET NORTHWEST OF THE FIRST TELEPHONE POLE SOUTHWEST OF
 EH0947'CROSSING, 235 FEET NORTHEAST OF STATION MARK, ABOUT 3 FEET BELOW LEVEL
 EH0947'OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 EH0947'GROUND.
 EH0947
 EH0947                          STATION RECOVERY (2002)
 EH0947
 EH0947'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0948 ***********************************************************************
 EH0948  DESIGNATION -  MOON RM 2
 EH0948  PID         -  EH0948
 EH0948  STATE/COUNTY-  AR/ST FRANCIS
 EH0948  USGS QUAD   -  PALESTINE (1984)
 EH0948
 EH0948                         *CURRENT SURVEY CONTROL
 EH0948  ___________________________________________________________________
 EH0948* NAD 83(1986)-  34 57 28.     (N)    090 57 15.     (W)     SCALED    
 EH0948* NAVD 88     -        64.093  (meters)     210.28   (feet)  ADJUSTED  
 EH0948  ___________________________________________________________________
 EH0948  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH0948  DYNAMIC HT  -          64.034 (meters)     210.08  (feet)  COMP
 EH0948  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 EH0948
 EH0948  VERT ORDER  -  FIRST     CLASS II
 EH0948
 EH0948.The horizontal coordinates were scaled from a topographic map and have
 EH0948.an estimated accuracy of +/- 6 seconds.
 EH0948
 EH0948.The orthometric height was determined by differential leveling
 EH0948.and adjusted by the National Geodetic Survey in June 1991..
 EH0948
 EH0948.The geoid height was determined by GEOID03.
 EH0948
 EH0948.The dynamic height is computed by dividing the NAVD 88
 EH0948.geopotential number by the normal gravity value computed on the
 EH0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0948.degrees latitude (g = 980.6199 gals.).
 EH0948
 EH0948.The modeled gravity was interpolated from observed gravity values.
 EH0948
 EH0948;                    North         East    Units  Estimated Accuracy
 EH0948;SPC AR N     -    69,790.      495,520.      MT  (+/- 180 meters Scaled)
 EH0948
 EH0948                          SUPERSEDED SURVEY CONTROL
 EH0948
 EH0948  NGVD 29 (??/??/??)   64.090  (m)          210.27   (f) ADJUSTED    1 2
 EH0948
 EH0948.Superseded values are not recommended for survey control.
 EH0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0948.See file dsdata.txt to determine how the superseded data were derived.
 EH0948
 EH0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU867702(NAD 83)
 EH0948_MARKER: DR = REFERENCE MARK DISK
 EH0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0948_STAMPING: MOON RM 2 1916 1920 BM
 EH0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0948+STABILITY: SURFACE MOTION
 EH0948
 EH0948  HISTORY     - Date     Condition        Report By
 EH0948  HISTORY     - 1920     MONUMENTED       CGS
 EH0948  HISTORY     - 1955     GOOD             CGS
 EH0948  HISTORY     - 1981     MARK NOT FOUND   USGS
 EH0948
 EH0948                          STATION DESCRIPTION
 EH0948
 EH0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0948'3.15 MI SW FROM PALESTINE.
 EH0948'ABOUT 3.15 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0948'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0948'72 YARDS NORTHEAST OF MILE POLE 55, ABOUT 100 YARDS SOUTHWEST OF A
 EH0948'PRIVATE ROAD CROSSING, 37.8 FEET SOUTHEAST OF SOUTHEAST RAIL, 66 FEET
 EH0948'NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 70, 72.7 FEET SOUTHEAST AND
 EH0948'ACROSS TRACK FROM STATION MARK, 76 1/2 FEET NORTHEAST OF TELEPHONE
 EH0948'POLE NO. 2360, 58 1/2 FEET SOUTHWEST OF TELEPHONE POLE NO. 2359, 2
 EH0948'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 EH0948'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH BELOW SURFACE
 EH0948'OF GROUND.
 EH0948
 EH0948                          STATION RECOVERY (1981)
 EH0948
 EH0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 EH0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5263 ***********************************************************************
 DG5263  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5263  DESIGNATION -  MOONX
 DG5263  PID         -  DG5263
 DG5263  STATE/COUNTY-  AR/ST FRANCIS
 DG5263  USGS QUAD   -  PALESTINE (1984)
 DG5263
 DG5263                         *CURRENT SURVEY CONTROL
 DG5263  ___________________________________________________________________
 DG5263* NAD 83(1997)-  34 57 29.11586(N)    090 57 14.52053(W)     ADJUSTED  
 DG5263* NAVD 88     -        63.54   (meters)     208.5    (feet)  GPS OBS   
 DG5263  ___________________________________________________________________
 DG5263  X           -     -87,132.828 (meters)                     COMP
 DG5263  Y           -  -5,232,396.958 (meters)                     COMP
 DG5263  Z           -   3,634,078.027 (meters)                     COMP
 DG5263  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DG5263  ELLIP HEIGHT-          36.56  (meters)          (04/05/04) GPS OBS
 DG5263  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DG5263
 DG5263  HORZ ORDER  -  B
 DG5263  ELLP ORDER  -  SECOND    CLASS II
 DG5263
 DG5263.The horizontal coordinates were established by GPS observations
 DG5263.and adjusted by the National Geodetic Survey in April 2004..
 DG5263
 DG5263.The orthometric height was determined by GPS observations and a
 DG5263.high-resolution geoid model using precise GPS observation and
 DG5263.processing techniques. It supersedes the leveled height previously
 DG5263.determined for this station.
 DG5263
 DG5263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5263
 DG5263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5263
 DG5263.The ellipsoidal height was determined by GPS observations
 DG5263.and is referenced to NAD 83.
 DG5263
 DG5263.The geoid height was determined by GEOID03.
 DG5263
 DG5263;                    North         East     Units Scale Factor Converg.
 DG5263;SPC AR N     -    69,819.101   495,530.778   MT  0.99999523   +0 36 31.1
 DG5263;SPC AR N     -   229,064.83  1,625,753.89   sFT  0.99999523   +0 36 31.1
 DG5263;UTM  15      - 3,870,306.716   686,806.725   MT  1.00003011   +1 10 21.5
 DG5263
 DG5263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5263!SPC AR N     -   0.99999426  x   0.99999523  =   0.99998949
 DG5263!UTM  15      -   0.99999426  x   1.00003011  =   1.00002437
 DG5263
 DG5263                          SUPERSEDED SURVEY CONTROL
 DG5263
 DG5263  NAVD 88 (04/05/04)   63.45   (m)          208.2    (f) LEVELING    3  
 DG5263
 DG5263.Superseded values are not recommended for survey control.
 DG5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5263.See file dsdata.txt to determine how the superseded data were derived.
 DG5263
 DG5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8680770307(NAD 83)
 DG5263_MARKER: F = FLANGE-ENCASED ROD
 DG5263_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5263+WITH SETTING: INFORMATION.
 DG5263_STAMPING: MOONX 2002
 DG5263_MARK LOGO: USACE 
 DG5263_PROJECTION: RECESSED 8 CENTIMETERS
 DG5263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5263+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 DG5263_ROD/PIPE-DEPTH:  2.1 meters
 DG5263
 DG5263  HISTORY     - Date     Condition        Report By
 DG5263  HISTORY     - 20020610 MONUMENTED       EMCINC
 DG5263
 DG5263                          STATION DESCRIPTION
 DG5263
 DG5263'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5263'THE MARK IS LOCATED 14.8 KILOMETERS (9.2 MILES) NORTHEAST OF WHEATLEY,
 DG5263'ARKANSAS AND 5.8 KILOMETERS (3.6 MILES) SOUTHWEST OF PALESTINE,
 DG5263'ARKANSAS.TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 70
 DG5263'AND STATE ROAD 259 NEAR GOODWIN, ARKANSAS PROCEED NORTHEAST ON U.S.
 DG5263'70, 4.0 KILOMETERS (2.5 MILES) TO THE MARK ON THE LEFT, ON THE NORTH
 DG5263'SHOULDER OF U.S. 70.THE MARK IS 7.1 METERS (23.3 FEET) NORTH,
 DG5263'NORTHEAST OF THE CENTER LINE OF U.S. 70, 26.1 METERS (85.7 FEET)
 DG5263'NORTH, NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 22.6 METERS (74.2
 DG5263'FEET) WEST OF THE CENTERLINE OF U.S. 70 AT THE PROJECTED CENTER OF AN
 DG5263'ASPHALT DRIVEWAY LEADING SOUTH TO A HOUSE, 51.0 METERS (167.0 FEET)
 DG5263'EAST OF BENCHMARK MOON AND 6.1 METERS (20.0 FEET) SOUTH, SOUTHEAST OF
 DG5263'A CARSONITE WITNESS POST.THE MARK IS A MEMPHIS DISTRICT CORPS OF
 DG5263'ENGINEERS ALUMINUM CAP SET ON AN ALUMINUM ROD, RECESSED 0.1 METERS
 DG5263'(0.3 FEET) BELOW GROUND.
 DG5263' 
 DG5263'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1740 ***********************************************************************
 FG1740  DESIGNATION -  MOPAC
 FG1740  PID         -  FG1740
 FG1740  STATE/COUNTY-  AR/PERRY
 FG1740  USGS QUAD   -  GLEASON (1991)
 FG1740
 FG1740                         *CURRENT SURVEY CONTROL
 FG1740  ___________________________________________________________________
 FG1740* NAD 83(1997)-  35 06 00.73837(N)    092 34 04.06013(W)     ADJUSTED  
 FG1740* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 FG1740  ___________________________________________________________________
 FG1740  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 FG1740  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FG1740
 FG1740  HORZ ORDER  -  SECOND
 FG1740
 FG1740.The horizontal coordinates were established by classical geodetic methods
 FG1740.and adjusted by the National Geodetic Survey in September 1999..
 FG1740
 FG1740.The orthometric height was scaled from a topographic map.
 FG1740
 FG1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1740
 FG1740.The geoid height was determined by GEOID03.
 FG1740
 FG1740;                    North         East     Units Scale Factor Converg.
 FG1740;SPC AR N     -    85,227.338   348,232.118   MT  0.99997139   -0 19 49.4
 FG1740;SPC AR N     -   279,616.69  1,142,491.54   sFT  0.99997139   -0 19 49.4
 FG1740;UTM  15      - 3,884,240.953   539,391.456   MT  0.99961912   +0 14 54.7
 FG1740
 FG1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1740!SPC AR N     -   0.99998026  x   0.99997139  =   0.99995165
 FG1740!UTM  15      -   0.99998026  x   0.99961912  =   0.99959938
 FG1740
 FG1740|---------------------------------------------------------------------|
 FG1740| PID    Reference Object                     Distance      Geod. Az  |
 FG1740|                                                           dddmmss.s |
 FG1740| CI2559 MOPAC RM 1                           21.340 METERS 08607     |
 FG1740| CI2558 MOPAC AZ MK                                        1754455.4 |
 FG1740| CI2560 MOPAC RM 2                           20.117 METERS 20440     |
 FG1740| FG1741 TOM                                 APPROX.11.2 KM 2423804.7 |
 FG1740|---------------------------------------------------------------------|
 FG1740
 FG1740                          SUPERSEDED SURVEY CONTROL
 FG1740
 FG1740  NAD 83(1986)-  35 06 00.75466(N)    092 34 04.05219(W) AD(       ) 2
 FG1740  NAD 27      -  35 06 00.44800(N)    092 34 03.48000(W) AD(       ) 2
 FG1740
 FG1740.Superseded values are not recommended for survey control.
 FG1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1740.See file dsdata.txt to determine how the superseded data were derived.
 FG1740
 FG1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3939184241(NAD 83)
 FG1740_MARKER: DS = TRIANGULATION STATION DISK
 FG1740_SETTING: 66 = SET IN ROCK OUTCROP
 FG1740
 FG1740  HISTORY     - Date     Condition        Report By
 FG1740  HISTORY     - 1940     MONUMENTED       CGS
 FG1740  HISTORY     - 1967     GOOD             CGS
 FG1740
 FG1740                          STATION DESCRIPTION
 FG1740
 FG1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1740'STATION IS LOCATED ABOUT 10-1/2 MILES ESE OF MORRILTON, 7
 FG1740'1/2 MILES NE OF BIGELOW ON THE HIGHEST POINT OF A LOW TIMBERED
 FG1740'RIDGE LYING JUST S OF THE ARKANSAS RIVER ON LAND OWNED BY THE
 FG1740'MISSOURI PACIFIC RAILROAD.
 FG1740'
 FG1740'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FG1740'HOLES IN OUTCROPPING BEDROCK.
 FG1740'AZIMUTH MARK IS STANDARD DISK SET IN CONCRETE.
 FG1740'
 FG1740'REFERENCE MARK NO.1 IS 1 FOOT LOWER THAN STATION AND IS
 FG1740'STAMPED MOPAC NO.1 1940.
 FG1740'
 FG1740'REFERENCE MARK NO.2 IS 3 FEET LOWER THAN STATION AND IS
 FG1740'STAMPED MOPAC NO.2 1940.
 FG1740'
 FG1740'REFERENCE MARKS ARE IN OUTCROP ROCK AT S EDGE OF RIDGE.
 FG1740'
 FG1740'AZIMUTH MARK IS 21.5 FEET N OF LEFT FORK OF ROAD AND 80
 FG1740'FEET W OF RIGHT FORK OF ROAD, 2.8 FEET E OF WHITE WITNESS
 FG1740'POST, PROJECTING 3 INCHES AND IS STAMPED MOPAC 1940.
 FG1740'
 FG1740'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 113 AND 60,
 FG1740'2 MILES N OF BIGELOW, GO NE ON HIGHWAY 60, 06.5 MILES TO
 FG1740'CROSSROADS WHERE HIGHWAY 60 TURNS RIGHT (E) TO FERRY, CONTINUE
 FG1740'STRAIGHT AHEAD (N) 0.5 MILE TO FORK.  AZIMUTH MARK IS ON
 FG1740'LEFT, OPPOSITE HOUSE ON RIGHT.  TAKE RIGHT FORK TOWARDS STATION
 FG1740'FOLLOWING MAIN ROAD N AND W 0.75 MILE TO T-ROAD LEADING
 FG1740'RIGHT (N), TURN RIGHT AND GO N 0.55 MILE TO FARMHOUSE AT
 FG1740'END OF ROAD, FROM HERE THE STATION IS ON HIGHEST POINT OF
 FG1740'RIDGE TO NE ABOUT 0.3 MILE.  IN DRY WEATHER A TRUCK CAN BE
 FG1740'DRIVEN UP OLD ROAD TO STATION, OTHERWISE, A SHORT IS NECESSARY.
 FG1740'THE MARK IS 31.1 FEET W OF TRIANGLE BLAZE IN TREE, 44
 FG1740'FEET NW OF POINT WHERE RIDGE DROPS ABRUPTLY INTO VALLEY,
 FG1740'STAMPED MOPAC 1940.  NO WITNESS POST SET AT STATION.
 FG1740
 FG1740                          STATION RECOVERY (1967)
 FG1740
 FG1740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1740'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FG1740'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FG1740'NOT FOUND AND THE STATION IS ON A TIMBERED RIDGE.  DUE TO CHANGES
 FG1740'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1740'
 FG1740'THE STATION IS LOCATED ON THE HIGHEST PART OF A TIMBERED
 FG1740'RIDGE, ABOUT 10-1/2 MILES EAST-SOUTHEAST OF MORRILTON, 7-1/2
 FG1740'MILES NORTHEAST OF BEGELOW AND THE RIDGE IS THE FIRST LOW
 FG1740'ONE SOUTH OF THE ARKANSAS RIVER.
 FG1740'
 FG1740'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 113
 FG1740'2 MILES NORTH OF BEGELOW, GO NORTHEAST AND EAST ON STATE
 FG1740'HIGHWAY 60 FOR 3.2 MILES TO A POINT WHERE THE HIGHWAY TURNS
 FG1740'LEFT AND A DIRT ROAD LEADS AHEAD.  CONTINUE AHEAD ON THE HIGHWAY
 FG1740'AND GO NORTHEAST FOR 3.25 MILES TO A SIDE ROAD LEFT 0.15
 FG1740'MILE BEFORE REACHING AN OLD SCHOOL ON THE RIGHT.  TURN LEFT
 FG1740'AND GO NORTH ON A GRAVELED ROAD FOR 0.55 MILE TO A FORK.
 FG1740'TAKE THE RIGHT FORK AND CONTINUE NORTH ON GRAVELED ROAD
 FG1740'FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 FG1740'NORTHERLY ON GRADED ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT AND
 FG1740'END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY, PASSING TO
 FG1740'THE NORTH OF A STOCK POND TO THE HIGHEST POINT OF THE RIDGE AND
 FG1740'STATION.
 FG1740'
 FG1740'STATION MARK IS A STANDARD DISK, STAMPED MOPAC 1940, CEMENTED
 FG1740'IN A DRILL HOLE IN A 3 BY 6 FOOT ROCK OUTCROP PROJECTING 1 FOOT.
 FG1740'IT IS 29 FEET WEST OF A 24 INCH OAK TREE WITH A WITNESS
 FG1740'SIGN NAILED TO THE WEST SIDE, AND ABOUT THE CENTER OF THE
 FG1740'RIDGE.
 FG1740'
 FG1740'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOPAC NO 1
 FG1740'1940, CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT ROCK OUTCROP
 FG1740'PROJECTING 3 FEET.  IT IS 5 FEET SOUTHEAST OF A 12 INCH OAK
 FG1740'TREE WITH A WITNESS SIGN NAILED TO THE EAST SIDE OF THE
 FG1740'TREE AND ON THE SOUTH EDGE OF THE RIDGE.
 FG1740'
 FG1740'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOPAC NO 2 1940,
 FG1740'CEMENTED IN A DRILL HOLE IN A 4 BY 10 FOOT ROCK OUTCROP
 FG1740'PROJECTING 3 FEET.  IT IS 4 FEET EAST OF A 5 INCH OAK TREE
 FG1740'WITH A WITNESS SIGN NAILED TO THE EAST SIDE AND 3 FEET NORTH
 FG1740'OF THE SOUTH EDGE OF THE RIDGE.
 FG1740'
 FG1740'NO SUITABLE PLACE FOR AN AZIMUTH MARK AND DUE TO THE TIMBER
 FG1740'THERE ARE NO INTERSECTION STATION VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1048 ***********************************************************************
 GE1048  DESIGNATION -  MORAN
 GE1048  PID         -  GE1048
 GE1048  STATE/COUNTY-  AR/LAWRENCE
 GE1048  USGS QUAD   -  MANSON (1965)
 GE1048
 GE1048                         *CURRENT SURVEY CONTROL
 GE1048  ___________________________________________________________________
 GE1048* NAD 83(1997)-  36 07 40.30433(N)    090 55 39.28790(W)     ADJUSTED  
 GE1048* NAVD 88     -        82.80   (+/-2cm)     271.7    (feet)  VERTCON   
 GE1048  ___________________________________________________________________
 GE1048  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GE1048  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GE1048
 GE1048  HORZ ORDER  -  FIRST
 GE1048  VERT ORDER  -  THIRD ? (See Below)
 GE1048
 GE1048.This mark is at Walnut Ridge Airport (ARG)
 GE1048
 GE1048.The horizontal coordinates were established by classical geodetic methods
 GE1048.and adjusted by the National Geodetic Survey in September 1999..
 GE1048
 GE1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1048.The vertical order pertains to the NGVD 29 superseded value.
 GE1048
 GE1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1048
 GE1048.The geoid height was determined by GEOID03.
 GE1048
 GE1048;                    North         East     Units Scale Factor Converg.
 GE1048;SPC AR N     -   199,618.505   496,533.259   MT  0.99998085   +0 37 26.5
 GE1048;SPC AR N     -   654,915.05  1,629,042.87   sFT  0.99998085   +0 37 26.5
 GE1048;UTM  15      - 4,000,119.460   686,492.815   MT  1.00002855   +1 13 20.0
 GE1048
 GE1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1048!SPC AR N     -   0.99999142  x   0.99998085  =   0.99997227
 GE1048!UTM  15      -   0.99999142  x   1.00002855  =   1.00001997
 GE1048
 GE1048:                Primary Azimuth Mark                     Grid Az
 GE1048:SPC AR N     -  MORAN AZ MK                              033 49 58.6
 GE1048:UTM  15      -  MORAN AZ MK                              033 14 05.1
 GE1048
 GE1048|---------------------------------------------------------------------|
 GE1048| PID    Reference Object                     Distance      Geod. Az  |
 GE1048|                                                           dddmmss.s |
 GE1048| CI4685 MORAN AZ MK                                        0342725.1 |
 GE1048| CI4686 MORAN RM 1                           37.362 METERS 09530     |
 GE1048| CI4687 MORAN RM 2                           40.488 METERS 18915     |
 GE1048| GE1039 COLLEGE CITY MUN TK AND APT BN      APPROX. 0.9 KM 2313943.3 |
 GE1048|---------------------------------------------------------------------|
 GE1048
 GE1048                          SUPERSEDED SURVEY CONTROL
 GE1048
 GE1048  NAD 83(1986)-  36 07 40.31480(N)    090 55 39.28754(W) AD(       ) 1
 GE1048  NAD 27      -  36 07 40.06670(N)    090 55 38.85720(W) AD(       ) 1
 GE1048  NGVD 29 (07/19/86)   82.72   (m)          271.4    (f) LEVELING    3  
 GE1048
 GE1048.Superseded values are not recommended for survey control.
 GE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1048.See file dsdata.txt to determine how the superseded data were derived.
 GE1048
 GE1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8649300119(NAD 83)
 GE1048_MARKER: DS = TRIANGULATION STATION DISK
 GE1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1048
 GE1048  HISTORY     - Date     Condition        Report By
 GE1048  HISTORY     - 1953     MONUMENTED       CGS
 GE1048
 GE1048                          STATION DESCRIPTION
 GE1048
 GE1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1048'THE STATION IS LOCATED ABOUT 4.3 MILES NORTH AND 1.7 MILES
 GE1048'EAST OF WALNUT RIDGE AND ABOUT 1 MILE NORTHEAST OF COLLEGE
 GE1048'CITY.  IT IS ON THE WALNUT RIDGE AIRPORT GROUNDS, ABOUT
 GE1048'60 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE HANGAR,
 GE1048'79 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A CONCRETE RUNWAY
 GE1048'AND 16 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD.
 GE1048'IT IS STAMPED MORAN 1953 AND IS FLUSH WITH THE SURFACE OF THE
 GE1048'GROUND.
 GE1048'
 GE1048'REFERENCE MARK NO. 1 IS 2 FEET EAST OF THE WEST SIDE OF
 GE1048'A CONCRETE RUNWAY.  IT IS A STANDARD REFERENCE MARK DISK
 GE1048'CEMENTED IN A DRILL HOLE IN THE RUNWAY.  IT IS STAMPED MORAN
 GE1048'NO 1 1953 AND IS FLUSH WITH THE RUNWAY.
 GE1048'
 GE1048'REFERENCE MARK NO. 2 IS 80 FEET SOUTH OF THE CENTER OF A
 GE1048'GRAVELED ROAD AND 35 FEET NORTHEAST OF THE CENTER OF A HARD
 GE1048'SURFACED ROAD.  IT IS STAMPED MORAN NO 2 1953 AND PROJECTS
 GE1048'4 INCHES.
 GE1048'
 GE1048'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERNCE MARK
 GE1048'NO. 2 IS 186.8 FEET.
 GE1048'
 GE1048'THE AZIMUTH MARK IS LOCATED ON A CONCRETE RUNWAY, 18 FEET EAST
 GE1048'OF THE WEST SIDE OF THE RUNWAY AND 3.5 FEET SOUTH OF THE
 GE1048'NORTH SIDE OF THE RUNWAY.  IT IS A STANDARD AZIMUTH MARK
 GE1048'DISK CEMENTED IN A DRILL HOLE IN THE RUNWAY.  IT IS STAMPED
 GE1048'MORAN 1953 AND IS FLUSH WITH THE RUNWAY.
 GE1048'
 GE1048'TO REACH THE STATION FROM THE POST OFFICE IN COLLEGE CITY,
 GE1048'GO EAST ON A PAVED ROAD FOR 0.65 MILE TO A T ROAD INTERSECTION.
 GE1048'TURN LEFT AND GO NORTH FOR 0.1 MILE TO A CROSSROAD, TURN
 GE1048'RIGHT AND GO EAST FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT
 GE1048'AND GO NORTHWESTERLY FOR 0.15 MILE TO A GRAVELED T ROAD
 GE1048'RIGHT, TURN RIGHT AND GO 50 YARDS TO THE STATION ON THE LEFT
 GE1048'AS DESCRIBED.
 GE1048'
 GE1048'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 GE1048'ON A CONCRETE RUNWAY FOR 0.45 MILE TO THE AZIMUTH MARK AS
 GE1048'DESCRIBED.
 GE1048'
 GE1048'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2079 ***********************************************************************
 FF2079  DESIGNATION -  MORGAN
 FF2079  PID         -  FF2079
 FF2079  STATE/COUNTY-  AR/ST FRANCIS
 FF2079  USGS QUAD   -  WYNNE (1992)
 FF2079
 FF2079                         *CURRENT SURVEY CONTROL
 FF2079  ___________________________________________________________________
 FF2079* NAD 83(1997)-  35 07 31.87781(N)    090 46 03.47426(W)     ADJUSTED  
 FF2079* NAVD 88     -       119.90   (+/-2cm)     393.4    (feet)  VERTCON   
 FF2079  ___________________________________________________________________
 FF2079  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FF2079  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FF2079
 FF2079  HORZ ORDER  -  FIRST
 FF2079  VERT ORDER  -  THIRD ? (See Below)
 FF2079
 FF2079.The horizontal coordinates were established by classical geodetic methods
 FF2079.and adjusted by the National Geodetic Survey in September 1999..
 FF2079
 FF2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2079.The vertical order pertains to the NGVD 29 superseded value.
 FF2079
 FF2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2079
 FF2079.The geoid height was determined by GEOID03.
 FF2079
 FF2079;                    North         East     Units Scale Factor Converg.
 FF2079;SPC AR N     -    88,589.592   512,322.022   MT  0.99996778   +0 43 01.6
 FF2079;SPC AR N     -   290,647.69  1,680,843.17   sFT  0.99996778   +0 43 01.6
 FF2079;UTM  15      - 3,889,243.783   703,413.266   MT  1.00010996   +1 17 05.6
 FF2079
 FF2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2079!SPC AR N     -   0.99998544  x   0.99996778  =   0.99995322
 FF2079!UTM  15      -   0.99998544  x   1.00010996  =   1.00009540
 FF2079
 FF2079|---------------------------------------------------------------------|
 FF2079| PID    Reference Object                     Distance      Geod. Az  |
 FF2079|                                                           dddmmss.s |
 FF2079| CI4691 MORGAN RM 1                          28.638 METERS 14225     |
 FF2079| CI4690 MORGAN AZ MK                                       1724357.9 |
 FF2079| FF2088 FORREST CITY WOODRUFF ELEC RAD      APPROX. 9.7 KM 1905930.0 |
 FF2079| CI4692 MORGAN RM 2                          23.356 METERS 20852     |
 FF2079|---------------------------------------------------------------------|
 FF2079
 FF2079                          SUPERSEDED SURVEY CONTROL
 FF2079
 FF2079  NAD 83(1997)-  35 07 31.88334(N)    090 46 03.47224(W) AD(       ) 1
 FF2079  NAD 83(1986)-  35 07 31.88760(N)    090 46 03.47358(W) AD(       ) 1
 FF2079  NAD 27      -  35 07 31.56190(N)    090 46 03.06870(W) AD(       ) 1
 FF2079  NGVD 29 (07/19/86)  119.87   (m)          393.3    (f) LEVELING    3  
 FF2079
 FF2079.Superseded values are not recommended for survey control.
 FF2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2079.See file dsdata.txt to determine how the superseded data were derived.
 FF2079
 FF2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0341389244(NAD 83)
 FF2079_MARKER: DG = GRAVITY STATION DISK
 FF2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2079
 FF2079  HISTORY     - Date     Condition        Report By
 FF2079  HISTORY     - 1954     MONUMENTED       CGS
 FF2079  HISTORY     - 1957     GOOD             USGS
 FF2079
 FF2079                          STATION DESCRIPTION
 FF2079
 FF2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2079'THE STATION IS ABOUT 8-1/2 MILES NORTH OF FORREST CITY, 7
 FF2079'MILES SOUTH OF WYNNE, 4 MILES NORTHEAST OF CALDWELL AND 2-1/2
 FF2079'MILES EAST-SOUTHEAST OF COLT ON LAND OWNED BY MR. OLLIE MORGAN.
 FF2079'IT IS 96.0 FEET WEST OF THE INTERSECTION OF A T ROAD, 38.0
 FF2079'FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A TENANT HOUSE,
 FF2079'36.0 FEET NORTH OF A LARGE OAK TREE AND 21.5 FEET SOUTH OF A
 FF2079'FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FF2079'STAMPED MORGAN 1954.
 FF2079'
 FF2079'REFERENCE MARK NO. 1 IS 46.0 FEET SOUTHEAST OF THE CENTER OF
 FF2079'A TRACK ROAD, 21.0 FEET SOUTH-SOUTHWEST OF THE NORTHWEST
 FF2079'CORNER OF A BARN AND 13.5 FEET EAST OF THE NORTH EAST CORNER
 FF2079'OF A GRANARY.  IT PROJECTS 5 INCHES AND IS STAMPED MORGAN NO
 FF2079'1 1954.
 FF2079'
 FF2079'REFERENCE MARK NO. 2 IS 51.0 FEET SOUTH-SOUTHWEST OF THE
 FF2079'SOUTHEAST CORNER OF A TENANT HOUSE, 18.0 FEET NORTH OF THE CENTER
 FF2079'OF A TRACK ROAD AND 16.5 FEET SOUTH OF A POWERLINE POLE.
 FF2079'IT PROJECTS 5 INCHES AND IS STAMPED MORGAN NO 2 1954.
 FF2079'
 FF2079'THE AZIMUTH MARK IS ON THE TOP OF A LOW HILL, 20.0 FEET WEST
 FF2079'OF A GRAVELED ROAD AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS
 FF2079'5 INCHES AND IS STAMPED MORGAN 1954.
 FF2079'
 FF2079'TO REACH THE STATION FROM THE CAUTION LIGHT JUST EAST OF THE
 FF2079'POST OFFICE IN COLT, GO EASTERLY ON A GRAVELED ROAD FOR 2.9
 FF2079'MILES TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY ON A
 FF2079'GRAVELED ROAD FOR 0.6 MILE TO MR. OLLIE MORGANS HOUSE ON THE
 FF2079'LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 FF2079'
 FF2079'TO REACH THE AZIMUTH FROM THE STATION, CONTINUE SOUTHERLY ON
 FF2079'A GRAVELED ROAD FOR 0.25 MILE TO THE TOP OF A LOW HILL AND
 FF2079'THE MARK ON THE RIGHT.
 FF2079'
 FF2079'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF2079
 FF2079                          STATION RECOVERY (1957)
 FF2079
 FF2079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FF2079'REVISED DESCRIPTION- COLT, 0.5 MILE SOUTH AND 2.5 MILES EAST
 FF2079'OF, NEAR CENTER SECTION 22 T6N, R3E, 96 FEET WEST OF ROAD FORK,
 FF2079'AND 3.1 FOOT HIGHER, 38 FEET ENE OF SE CORNER TENANT HOUSE,
 FF2079'36 FEET NORTH OF LARGE OAK, 22 FEET SOUTH OF A FENCE, IN
 FF2079'CONCRETE POST, STANDARD C AND GS TABLET, STAMPED MORGAN 1954,
 FF2079'PAINTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1287 ***********************************************************************
 DL1287  DESIGNATION -  MORO
 DL1287  PID         -  DL1287
 DL1287  STATE/COUNTY-  AR/CLEVELAND
 DL1287  USGS QUAD   -  KINGSLAND (1985)
 DL1287
 DL1287                         *CURRENT SURVEY CONTROL
 DL1287  ___________________________________________________________________
 DL1287* NAD 83(1997)-  33 49 13.02357(N)    092 16 41.88098(W)     ADJUSTED  
 DL1287* NAVD 88     -        89.31   (+/-2cm)     293.0    (feet)  VERTCON   
 DL1287  ___________________________________________________________________
 DL1287  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DL1287  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL1287
 DL1287  HORZ ORDER  -  FIRST
 DL1287  VERT ORDER  -  THIRD ? (See Below)
 DL1287
 DL1287.The horizontal coordinates were established by classical geodetic methods
 DL1287.and adjusted by the National Geodetic Survey in September 1999..
 DL1287
 DL1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1287.The vertical order pertains to the NGVD 29 superseded value.
 DL1287
 DL1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1287
 DL1287.The geoid height was determined by GEOID03.
 DL1287
 DL1287;                    North         East     Units Scale Factor Converg.
 DL1287;SPC AR S     -   527,985.180   374,237.224   MT  0.99992541   -0 09 20.7
 DL1287;SPC AR S     - 1,732,231.38  1,227,809.96   sFT  0.99992541   -0 09 20.7
 DL1287;UTM  15      - 3,742,463.878   566,788.109   MT  0.99965499   +0 24 06.1
 DL1287
 DL1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1287!SPC AR S     -   0.99999006  x   0.99992541  =   0.99991547
 DL1287!UTM  15      -   0.99999006  x   0.99965499  =   0.99964506
 DL1287
 DL1287|---------------------------------------------------------------------|
 DL1287| PID    Reference Object                     Distance      Geod. Az  |
 DL1287|                                                           dddmmss.s |
 DL1287| CY6990 MORO RM 3                            85.100 METERS 12015     |
 DL1287| CY6988 MORO RM 1                            33.997 METERS 13503     |
 DL1287| CY6987 MORO AZ MK                                         1500221.0 |
 DL1287| CY6989 MORO RM 2                            25.018 METERS 20534     |
 DL1287| DL1289 FORDYCE ARK PWR AND LT CO TANK      APPROX.12.7 KM 2635536.8 |
 DL1287| DL1295 FORDYCE RAD STA KKB 298 TOWER       APPROX.12.8 KM 2640055.9 |
 DL1287| DL1293 FORDYCE DALLAS CO CTHSE DOME        APPROX.12.6 KM 2660540.5 |
 DL1287| DL1299 FORDYCE LUMBER CO W TANK            APPROX.13.2 KM 2683932.5 |
 DL1287| DL1298 FORDYCE LUMBER CO E TANK            APPROX.13.0 KM 2684943.9 |
 DL1287| DL1291 FORDYCE GA PACIFIC CORP STACK       APPROX.13.3 KM 2685845.7 |
 DL1287| DL1382 BUCKSNORT                           APPROX.21.0 KM 2712821.0 |
 DL1287| DL1290 FORDYCE RADIO STA KBJT MAST         APPROX.12.3 KM 2742724.3 |
 DL1287| DL1288 LOOKOUT TOWER 4 4 AFC                12.419 METERS 28430     |
 DL1287|---------------------------------------------------------------------|
 DL1287
 DL1287                          SUPERSEDED SURVEY CONTROL
 DL1287
 DL1287  NAD 83(1997)-  33 49 13.03358(N)    092 16 41.87348(W) AD(       ) 1
 DL1287  NAD 83(1986)-  33 49 13.03397(N)    092 16 41.87382(W) AD(       ) 1
 DL1287  NAD 27      -  33 49 12.65734(N)    092 16 41.34427(W) AD(       ) 1
 DL1287  NGVD 29 (07/19/86)   89.37   (m)          293.2    (f) LEVELING    3  
 DL1287
 DL1287.Superseded values are not recommended for survey control.
 DL1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1287.See file dsdata.txt to determine how the superseded data were derived.
 DL1287
 DL1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6678842464(NAD 83)
 DL1287_MARKER: DS = TRIANGULATION STATION DISK
 DL1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1287
 DL1287  HISTORY     - Date     Condition        Report By
 DL1287  HISTORY     - 1942     MONUMENTED       CGS
 DL1287  HISTORY     - 1948     GOOD             CROSET
 DL1287  HISTORY     - 1964     GOOD             CGS
 DL1287  HISTORY     - 1969     GOOD             USGS
 DL1287
 DL1287                          STATION DESCRIPTION
 DL1287
 DL1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1287'STATION IS LOCATED ABOUT 2.5 MILES SE OF KINGSLAND, IN THE SW 1/4
 DL1287'SEC. 19, T. 10 S, R. 11 W, ON STATE LAND AND NEAR LOOKOUT TOWER
 DL1287'NO. 4-4, LOCALLY KNOWN AS MORO LOOKOUT TOWER.  IT IS 26 FEET E
 DL1287'OF THE SE LEG OF THE LOOKOUT TOWER, 37 FEET SE OF THE NE LEG OF
 DL1287'THE LOOKOUT TOWER, 99 FEET N OF THE TOWERMANS HOUSE AND 12.418
 DL1287'METERS E OF THE CENTER OF THE LOOKOUT TOWER.  IT IS STAMPED MORO
 DL1287'1942, AND IS SET FLUSH WITH THE GROUND.
 DL1287'
 DL1287'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1287'BRONZE DISKS SET IN CONCRETE.
 DL1287'
 DL1287'REFERENCE MARK NO. 1 IS 48 FEET E OF THE NE CORNER OF THE TOWERMANS
 DL1287'HOUSE, 14.5 FEET S OF A GATE, 78 FEET W OF THE CENTER LINE
 DL1287'OF STATE HIGHWAY 97, AND 1 FOOT W OF A FENCE.  IT IS STAMPED
 DL1287'MORO NO. 1 1942 AND PROJECTS ABOUT 4 INCHES.
 DL1287'
 DL1287'REFERENCE MARK NO. 2 IS 72.5 FEET S OF THE SW LEG OF THE LOOKOUT
 DL1287'TOWER AND 2 FEET W OF THE NW CORNER OF A GARAGE.  IT IS STAMPED
 DL1287'MORO NO. 2 1942 AND PROJECTS ABOUT 4 INCHES.
 DL1287'
 DL1287'THE AZIMUTH MARK IS 43 FEET E OF THE CENTER LINE OF STATE HIGHWAY
 DL1287'97, 20 FEET N OF THE CENTER LINE OF A FARM LANE, 4.9 FEET N OF
 DL1287'A WHITE REFERENCE POST, AND 1 FOOT W OF A FENCE.  IT IS STAMPED
 DL1287'MORO 1942 AND PROJECTS ABOUT 6 INCHES.
 DL1287'
 DL1287'TO REACH THE STATION FROM THE POST OFFICE IN KINGSLAND, GO E ON
 DL1287'STATE HIGHWAY 3 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAYS
 DL1287'3 AND 97, TURN RIGHT, S, ON STATE HIGHWAY 97 FOR 2.8 MILES TO
 DL1287'THE MORO LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 DL1287'
 DL1287'A 116-FOOT SIGNAL AT YARBROUGH IS VISIBLE AT 100 FEET.
 DL1287'
 DL1287'A 116-FOOT SIGNAL AT MOSELEY IS VISIBLE AT 100 FEET.
 DL1287'
 DL1287'A 126-FOOT SIGNAL AT LACEY IS VISIBLE AT 126 FEET.
 DL1287'
 DL1287'A 116-FOOT SIGNAL AT BUD IS VISIBLE AT 90 FEET.
 DL1287'
 DL1287'A 116-FOOT SIGNAL AT HINS IS VISIBLE AT 90 FEET.
 DL1287'
 DL1287'A 116-FOOT SIGNAL AT FORDYCE MAG IS VISIBLE AT 90 FEET.
 DL1287'
 DL1287'A 116-FOOT SIGNAL AT BUCKSNORT IS VISIBLE AT 80 FEET.
 DL1287
 DL1287                          STATION RECOVERY (1948)
 DL1287
 DL1287'RECOVERY NOTE BY CROSSETT LUMBER COMPANY 1948 (EWC)
 DL1287'STATION RECOVERED AS DESCRIBED.
 DL1287
 DL1287                          STATION RECOVERY (1964)
 DL1287
 DL1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1287'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DL1287'CONDITION AT THIS TIME.  THE AZIMUTH MARK HAS BEEN EXPOSED BY ROAD
 DL1287'GRADING AND WAS DESTROYED AT THIS TIME AND A REFERENCE MARK 3
 DL1287'ESTABLISHED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT THE
 DL1287'FEET MEASUREMENT WAS FOUND TO BE 2.95 FEET SHORTER THAN THE
 DL1287'PREVIOUS MEASUREMENT.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT
 DL1287'THE DIRECTION WAS FOUND TO BE 1 MINUTE AND 38 SECONDS SMALLER
 DL1287'THAN THE PREVIOUS MEASUREMENT.  THE DIRECTION TO THE AZIMUTH
 DL1287'MARK WAS FOUND TO BE 6.1 SECONDS LARGER THAN THE PREVIOUS
 DL1287'MEASUREMENT.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 DL1287'
 DL1287'ABOUT 2-1/2 MILES SOUTHEAST OF KINGSLAND, IN THE SOUTHWEST
 DL1287'1/4 OF SECTION 19, T-10-S, R-11-W, AND ON STATE OWNED PROPERTY.
 DL1287'IT IS 109 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 97, 73
 DL1287'FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 81 FEET EAST
 DL1287'OF A TWIN TRUNK 36 INCH PINE TREE, AND 27 FEET EAST OF THE
 DL1287'SOUTHEAST LEG OF A LOOKOUT TOWER.  THE MONUMENT IS FLUSH AND THE
 DL1287'DISK IS STAMPED MORO 1942.
 DL1287'
 DL1287'TO REACH FROM THE RAILROAD CROSSING AND STATE HIGHWAY 97 IN
 DL1287'KINGSLAND, GO SOUTH ON HIGHWAY 97 FOR 2.8 MILES TO A LOOKOUT
 DL1287'TOWER AND THE STATION ON THE RIGHT.
 DL1287'
 DL1287'REFERENCE MARK 1 IS 78 FEET WEST OF THE CENTERLINE OF THE
 DL1287'HIGHWAY, 37 FEET NORTHWEST OF A 48 INCH PINE TREE, AND 15 FEET
 DL1287'SOUTH OF THSE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT IS
 DL1287'FLUSH AND THE DISK IS STAMPED MORO NO 1 1942.
 DL1287'
 DL1287'REFERENCE MARK 2 IS 75 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 DL1287'LOOKOUT TOWER, 53 FEET SOUTHEAST OF THE TWIN TRUNK PINE TREE AND
 DL1287'2 FEET WEST OF THE NORTHWEST CORNER OF THE GARAGE.  THE MONUMENT
 DL1287'IS FLUSH AND THE DISK IS STAMPED MORO NO 2 1942.
 DL1287'
 DL1287'REFERENCE MARK 3 IS 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 DL1287'AND 2 FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS
 DL1287'3 INCHES AND THE DISK IS STAMPED MORO NO 3 1942.
 DL1287'
 DL1287'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1287
 DL1287                          STATION RECOVERY (1969)
 DL1287
 DL1287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1287'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED AND OLD
 DL1287'DESCRIPTION IS ADEQUATE.
 DL1287'
 DL1287'DISTANCES AND DIRECTION TO SURFACE MARKS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2894 ***********************************************************************
 EH2894  DESIGNATION -  MORO
 EH2894  PID         -  EH2894
 EH2894  STATE/COUNTY-  AR/LEE
 EH2894  USGS QUAD   -  MORO (1984)
 EH2894
 EH2894                         *CURRENT SURVEY CONTROL
 EH2894  ___________________________________________________________________
 EH2894* NAD 83(1997)-  34 46 31.88063(N)    090 58 01.62826(W)     ADJUSTED  
 EH2894* NAVD 88     -        61.77   (+/-2cm)     202.7    (feet)  VERTCON   
 EH2894  ___________________________________________________________________
 EH2894  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 EH2894  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2894
 EH2894  HORZ ORDER  -  FIRST
 EH2894  VERT ORDER  -  THIRD ? (See Below)
 EH2894
 EH2894.The horizontal coordinates were established by classical geodetic methods
 EH2894.and adjusted by the National Geodetic Survey in September 1999..
 EH2894
 EH2894.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2894.The vertical order pertains to the NGVD 29 superseded value.
 EH2894
 EH2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2894
 EH2894.The geoid height was determined by GEOID03.
 EH2894
 EH2894;                    North         East     Units Scale Factor Converg.
 EH2894;SPC AR S     -   634,383.278   494,545.180   MT  1.00000199   +0 34 41.1
 EH2894;SPC AR S     - 2,081,305.80  1,622,520.31   sFT  1.00000199   +0 34 41.1
 EH2894;UTM  15      - 3,850,032.527   686,022.687   MT  1.00002652   +1 09 35.3
 EH2894
 EH2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2894!SPC AR S     -   0.99999451  x   1.00000199  =   0.99999650
 EH2894!UTM  15      -   0.99999451  x   1.00002652  =   1.00002103
 EH2894
 EH2894:                Primary Azimuth Mark                     Grid Az
 EH2894:SPC AR S     -  MORO AZ MK                               090 37 04.1
 EH2894:UTM  15      -  MORO AZ MK                               090 02 09.9
 EH2894
 EH2894|---------------------------------------------------------------------|
 EH2894| PID    Reference Object                     Distance      Geod. Az  |
 EH2894|                                                           dddmmss.s |
 EH2894| CY6991 MORO AZ MK                                         0911145.2 |
 EH2894| CY6992 MORO RM 1                            30.367 METERS 09131     |
 EH2894| CY6993 MORO RM 2                            29.029 METERS 27113     |
 EH2894|---------------------------------------------------------------------|
 EH2894
 EH2894                          SUPERSEDED SURVEY CONTROL
 EH2894
 EH2894  NAD 83(1997)-  34 46 31.88618(N)    090 58 01.62546(W) AD(       ) 1
 EH2894  NAD 83(1997)-  34 46 31.88695(N)    090 58 01.62537(W) AD(       ) 1
 EH2894  NAD 83(1986)-  34 46 31.88839(N)    090 58 01.62540(W) AD(       ) 1
 EH2894  NAD 27      -  34 46 31.53815(N)    090 58 01.20104(W) AD(       ) 1
 EH2894  NGVD 29 (07/19/86)   61.78   (m)          202.7    (f) LEVELING    3  
 EH2894
 EH2894.Superseded values are not recommended for survey control.
 EH2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2894.See file dsdata.txt to determine how the superseded data were derived.
 EH2894
 EH2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8602350033(NAD 83)
 EH2894_MARKER: DS = TRIANGULATION STATION DISK
 EH2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2894+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 EH2894
 EH2894  HISTORY     - Date     Condition        Report By
 EH2894  HISTORY     - 1965     MONUMENTED       CGS
 EH2894  HISTORY     - 1963     GOOD             CGS
 EH2894  HISTORY     - 20050419 GOOD             USACE
 EH2894
 EH2894                          STATION DESCRIPTION
 EH2894
 EH2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2894'STATION IS ABOUT 12 MILES WEST OF MARIANNA, 2 MILES SOUTHEAST
 EH2894'OF MORO, IN THE NORTHEAST 1/4 OF SECTION 23, T 2 N., R 1 E.,
 EH2894'AND ON THE HIGHWAY RIGHT-OF-WAY.
 EH2894'
 EH2894'TO REACH FROM THE POST OFFICE IN MORO, GO EAST ON A PAVED
 EH2894'ROAD FOR 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY 78.
 EH2894'TURN RIGHT AND GO SOUTHEAST ON HIGHWAY 78 FOR 2 MILES TO
 EH2894'THE JUNCTION WITH U.S. HIGHWAY 79.  TURN RIGHT AND GO WEST
 EH2894'ON HIGHWAY 79 FOR 0.05 MILE TO THE STATION ON THE LEFT.
 EH2894'
 EH2894'STATION MARKS ARE STANDARD DISKS STAMPED MORO 1965.  THE
 EH2894'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2894'6 INCHES.  IT IS 1 FOOT NORTH OF A WIRE FENCE, 4 FEET EAST
 EH2894'OF A METAL WITNESS POST AND 60 FEET SOUTH OF THE CENTERLINE
 EH2894'OF U.S. HIGHWAY 79.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EH2894'MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2894'
 EH2894'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MORO NO 1
 EH2894'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 EH2894'INCHES.  IT IS 1 FOOT NORTH OF THE WIRE FENCE, 1 FOOT WEST
 EH2894'OF A METAL WITNESS POST, 35 FEET WEST-SOUTHWEST OF THE SOUTH
 EH2894'END OF A CONCRETE CULVERT AND 60 FEET SOUTH OF THE CENTERLINE
 EH2894'OF HIGHWAY 79.
 EH2894'
 EH2894'REFERENCE MARK NO. 2. A STANDARD DISK STAMPED MORO NO 2
 EH2894'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2894'4 INCHES.  IT IS 1 FOOT NORTH OF THE WIRE FENCE, 1.5 FEET
 EH2894'EAST OF A METAL WITNESS POST AND 60 FEET SOUTH OF THE CENTERLINE
 EH2894'OF HIGHWAY 79.
 EH2894'
 EH2894'AZIMUTH MARK, A STANDARD DISK STAMPED MORO 1965, IS SET
 EH2894'IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 EH2894'OFTHE GROUND.  IT IS 1.5 FEET NORTH OF A POWER POLE, 29
 EH2894'FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 48.5 FEET
 EH2894'NORTHWEST OF THE NORTHWEST CORNER OF A STORE BUILDING AND
 EH2894'56 FEET SOUTH OF HIGHWAY 79.
 EH2894'
 EH2894'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 EH2894'HIGHWAY 79 FOR 0.25 TO THE MARK ON THE RIGHT.
 EH2894'
 EH2894'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2894'
 EH2894'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2894
 EH2894                          STATION RECOVERY (1963)
 EH2894
 EH2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2894'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 EH2894'DESCRIBED.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 EH2894'
 EH2894'ROUTE DESCRIPTION ADEQUATE.
 EH2894
 EH2894                          STATION RECOVERY (2005)
 EH2894
 EH2894'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2894'RM 1 AND RM 2 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1748 ***********************************************************************
 FG1748  DESIGNATION -  MORRILTON
 FG1748  PID         -  FG1748
 FG1748  STATE/COUNTY-  AR/CONWAY
 FG1748  USGS QUAD   -  MORRILTON EAST (1990)
 FG1748
 FG1748                         *CURRENT SURVEY CONTROL
 FG1748  ___________________________________________________________________
 FG1748* NAD 83(1997)-  35 09 34.70296(N)    092 43 27.26039(W)     ADJUSTED  
 FG1748* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 FG1748  ___________________________________________________________________
 FG1748  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 FG1748  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FG1748
 FG1748  HORZ ORDER  -  FIRST
 FG1748
 FG1748.The horizontal coordinates were established by classical geodetic methods
 FG1748.and adjusted by the National Geodetic Survey in September 1999..
 FG1748
 FG1748.The orthometric height was scaled from a topographic map.
 FG1748
 FG1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1748
 FG1748.The geoid height was determined by GEOID03.
 FG1748
 FG1748;                    North         East     Units Scale Factor Converg.
 FG1748;SPC AR N     -    91,914.378   334,017.231   MT  0.99996322   -0 25 17.2
 FG1748;SPC AR N     -   301,555.76  1,095,854.87   sFT  0.99996322   -0 25 17.2
 FG1748;UTM  15      - 3,890,781.539   525,114.711   MT  0.99960777   +0 09 31.7
 FG1748
 FG1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1748!SPC AR N     -   0.99997513  x   0.99996322  =   0.99993835
 FG1748!UTM  15      -   0.99997513  x   0.99960777  =   0.99958291
 FG1748
 FG1748|---------------------------------------------------------------------|
 FG1748| PID    Reference Object                     Distance      Geod. Az  |
 FG1748|                                                           dddmmss.s |
 FG1748| CI2564 MORRILTON RM 1                       19.200 METERS 12211     |
 FG1748| CI2563 MORRILTON AZ MK                                    2063357.1 |
 FG1748| CI2565 MORRILTON RM 2                       15.157 METERS 22257     |
 FG1748| FG1746 MORRILTON FEDERAL COMPRESS TK       APPROX. 1.4 KM 2253328.9 |
 FG1748| FG1747 MORRILTON ARKANSAS PWR LT TANK      APPROX. 2.4 KM 2364600.9 |
 FG1748| FG1751 MORRILTON COTTON OIL MILL TK        APPROX. 2.8 KM 2572257.3 |
 FG1748|---------------------------------------------------------------------|
 FG1748
 FG1748                          SUPERSEDED SURVEY CONTROL
 FG1748
 FG1748  NAD 83(1986)-  35 09 34.71871(N)    092 43 27.25405(W) AD(       ) 1
 FG1748  NAD 27      -  35 09 34.41200(N)    092 43 26.66400(W) AD(       ) 1
 FG1748
 FG1748.Superseded values are not recommended for survey control.
 FG1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1748.See file dsdata.txt to determine how the superseded data were derived.
 FG1748
 FG1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2511590782(NAD 83)
 FG1748_MARKER: DS = TRIANGULATION STATION DISK
 FG1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1748
 FG1748  HISTORY     - Date     Condition        Report By
 FG1748  HISTORY     - 1940     MONUMENTED       CGS
 FG1748  HISTORY     - 1954     GOOD             CGS
 FG1748
 FG1748                          STATION DESCRIPTION
 FG1748
 FG1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1748'STATION IS LOCATED ABOUT 1.0 MILE ENE OF MORRILTON ON THE
 FG1748'HIGHEST POINT OF A ROUNDED HILL.  IT IS ON THE PROPERTY OF
 FG1748'DR. CARRUTHERS.
 FG1748'
 FG1748'STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 FG1748'STANDARD BRONZE DISKS SET IN CONCRETE.
 FG1748'
 FG1748'STATION STAMPED MORRILTON 1940 PROJECTS ABOUT 6 INCHES ABOVE
 FG1748'THE GROUND.  IT IS 8.2 FEET N OF A WHITE REFERENCE POST, 35.2
 FG1748'FEET WSW OF A 14-INCH OAK TREE, AND 6.0 FEET E OF THE CENTER
 FG1748'LINE OF A VERY DIM TRACK ROAD.
 FG1748'
 FG1748'REFERENCE MARK NO.1, STAMPED MORRILTON NO.1 1940, PROJECTS
 FG1748'ABOUT 6 INCHES ABOVE THE GROUND AT THE SAME ELEVATION AS THE
 FG1748'STATION.
 FG1748'
 FG1748'REFERENCE MARK NO.2 STAMPED MORRILTON NO.2 1940, PROJECTS ABOUT 6
 FG1748'INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION,
 FG1748'20.2 FEET SSW OF A 14-INCH OAK TREE, AND 6.4 FEET N OF AN 18-INCH
 FG1748'OAK TREE.
 FG1748'
 FG1748'AZIMUTH MARK STAMPED, MORRILTON 1940 PROJECTS ABOUT 6
 FG1748'INCHES ABOVE THE GROUND.  IT IS 34.0 FEET S OF THE CENTER
 FG1748'LINE OF U.S. HIGHWAY 64, 4.0 FEET E OF A WHITE REFERENCE POST,
 FG1748'AND 64.0 FEET W OF THE W END OF A CONCRETE CULVERT ON THE S SIDE
 FG1748'OF HIGHWAY 64.
 FG1748'
 FG1748'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S.
 FG1748'HIGHWAY 64 AND STATE HIGHWAY 9, GO N AND E ON STATE HIGHWAY
 FG1748'9, 1.25 MILES TO GATE.  ENTER GATE AND GO E 0.3 MILE UP
 FG1748'HILL TO MR. NICHOLS HOUSE.  TURN LEFT AND GO (NE) 0.15 MILE TO
 FG1748'TOP OF HILL AND STATION.
 FG1748'
 FG1748'HEIGHT OF LIGHT ABOVE STATION MARK - 10.3 METERS.
 FG1748
 FG1748                          STATION RECOVERY (1954)
 FG1748
 FG1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1748'THE STATION WAS RECOVERED AS DESCRIBED.  THE HILL ON WHICH
 FG1748'THE STATION IS LOCATED WAS CLEARED AND GRADED DOWN AND A NEW
 FG1748'HOUSE HAS BEEN BUILT WITHIN 1 FOOT OF THE STATION MARK.
 FG1748'IN GRADING DOWN THE HILL THE STATION AND REFERENCE MARK
 FG1748'1 WAS LEFT PROJECTING ABOUT 3 FEET ABOVE THE GROUND.  REFERENCE
 FG1748'MARK 2 WAS NOT DISTURBED AND THE AZIMUTH MARK IS IN GOOD
 FG1748'CONDITION.
 FG1748'
 FG1748'A NEW STATION MORRILTON 2 WAS ESTABLISHED 143.65 FEET 43.785
 FG1748'METERS SOUTHEAST OF MORRILTON 1940.  REFERENCE MARK 2 AND
 FG1748'THE AZIMUTH MARK WERE USED FOR THE NEW STATION.  THE SURFACE
 FG1748'STATION MARK AND REFERENCE MARK 1 WERE DESTROYED.  THE 1940
 FG1748'UNDER-GROUND STATION MARK WAS NOT DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1745 ***********************************************************************
 FG1745  DESIGNATION -  MORRILTON 2
 FG1745  PID         -  FG1745
 FG1745  STATE/COUNTY-  AR/CONWAY
 FG1745  USGS QUAD   -  MORRILTON EAST (1990)
 FG1745
 FG1745                         *CURRENT SURVEY CONTROL
 FG1745  ___________________________________________________________________
 FG1745* NAD 83(1997)-  35 09 33.52479(N)    092 43 26.29347(W)     ADJUSTED  
 FG1745* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 FG1745  ___________________________________________________________________
 FG1745  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 FG1745  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FG1745
 FG1745  HORZ ORDER  -  THIRD
 FG1745
 FG1745.The horizontal coordinates were established by classical geodetic methods
 FG1745.and adjusted by the National Geodetic Survey in September 1999..
 FG1745
 FG1745.The orthometric height was scaled from a topographic map.
 FG1745
 FG1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1745
 FG1745.The geoid height was determined by GEOID03.
 FG1745
 FG1745;                    North         East     Units Scale Factor Converg.
 FG1745;SPC AR N     -    91,877.892   334,041.434   MT  0.99996326   -0 25 16.6
 FG1745;SPC AR N     -   301,436.05  1,095,934.27   sFT  0.99996326   -0 25 16.6
 FG1745;UTM  15      - 3,890,745.312   525,139.273   MT  0.99960779   +0 09 32.2
 FG1745
 FG1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1745!SPC AR N     -   0.99997513  x   0.99996326  =   0.99993839
 FG1745!UTM  15      -   0.99997513  x   0.99960779  =   0.99958293
 FG1745
 FG1745|---------------------------------------------------------------------|
 FG1745| PID    Reference Object                     Distance      Geod. Az  |
 FG1745|                                                           dddmmss.s |
 FG1745| CI2566 MORRILTON 2 RM 3                     24.518 METERS 01148     |
 FG1745| FG1743 MORRILTON RADIO STA KVOM MAST       APPROX. 0.9 KM 1395932.0 |
 FG1745| CI2563 MORRILTON AZ MK                                    2085442.5 |
 FG1745| FG1746 MORRILTON FEDERAL COMPRESS TK       APPROX. 1.4 KM 2271955.2 |
 FG1745| FG1744 MORRILTON MUNICIPAL TANK            APPROX. 2.4 KM 2373316.7 |
 FG1745| FG1750 MORRILTON COTTON MILL INC TANK      APPROX. 3.5 KM 2661221.3 |
 FG1745| CI2565 MORRILTON RM 2                       42.969 METERS 30555     |
 FG1745| FG1748 MORRILTON                            43.785 METERS 32601     |
 FG1745| CI2564 MORRILTON RM 1                       27.316 METERS 34230     |
 FG1745|---------------------------------------------------------------------|
 FG1745
 FG1745                          SUPERSEDED SURVEY CONTROL
 FG1745
 FG1745  NAD 83(1986)-  35 09 33.54064(N)    092 43 26.28720(W) AD(       ) 3
 FG1745  NAD 27      -  35 09 33.23400(N)    092 43 25.69700(W) AD(       ) 3
 FG1745
 FG1745.Superseded values are not recommended for survey control.
 FG1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1745.See file dsdata.txt to determine how the superseded data were derived.
 FG1745
 FG1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2513990745(NAD 83)
 FG1745_MARKER: DS = TRIANGULATION STATION DISK
 FG1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1745
 FG1745  HISTORY     - Date     Condition        Report By
 FG1745  HISTORY     - 1954     MONUMENTED       CGS
 FG1745  HISTORY     - 1961     GOOD             CGS
 FG1745  HISTORY     - 1967     GOOD             CGS
 FG1745
 FG1745                          STATION DESCRIPTION
 FG1745
 FG1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1745'THE STATION IS LOCATED ABOUT 1 MILE EAST-NORTHEAST OF MORRILTON,
 FG1745'ON LAND OWNED BY DR. CARRUTHERS, 115 FEET SOUTHEAST OF THE
 FG1745'SOUTHEAST CORNER OF DR. CARRUTHERS LARGE BRICK HOME, 54 FEET
 FG1745'SOUTHEAST OF THE CENTER OF A GRAVELED DRIVE AND 7 FEET EAST
 FG1745'OF A WHITE 4 IN X 4 IN WITNESS POST.
 FG1745'
 FG1745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 FG1745'AND STATE HIGHWAY 9 IN MORRILTON, GO NORTH ON STATE HIGHWAY 9 FOR
 FG1745'0.45 MILE TO EAST CHILDRESS STREET, TURN RIGHT (NORTHEAST)
 FG1745'AND FOLLOW THE STREET FOR 0.9 MILE TO THE TOP OF A HILL AND
 FG1745'STATION AS DESCRIBED.
 FG1745'
 FG1745'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 64
 FG1745'AND STATE HIGHWAY 9 IN MORRILTON, GO EAST ON U.S. HIGHWAY
 FG1745'64 FOR 0.75 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 FG1745'
 FG1745'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 FG1745'THE DISK IS STAMPED MORRILTON 2 1954.
 FG1745'
 FG1745'REFERENCE MARK 2 IS IN THE CENTER OF DR. CARRUTHERS LAWN.
 FG1745'IT IS 40 FEET SOUTH OF THE SOUTH WALL OF THE HOUSE.  THE MARK
 FG1745'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 FG1745'STAMPED MORRILTON NO 2 1940.
 FG1745'
 FG1745'REFERENCE MARK 3 IS 15 FEET EAST OF THE CENTER OF THE DRIVEWAY.
 FG1745'THE MARK IS SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 FG1745'BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 FG1745'DISK IS STAMPED MORRILTON 2 NO 3 1954.
 FG1745'
 FG1745'THE AZIMUTH MARK IS 63 FEET NORTH OF THE NORTH RAIL OF A
 FG1745'RAILROAD TRACK, 49 FEET WEST OF A POWERLINE POLE, 33 FEET SOUTH
 FG1745'OF THE CENTER OF U.S. HIGHWAY 64 AND 1 FOOT WEST OF A WHITE
 FG1745'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE
 FG1745'DISK IS STAMPED MORRILTON 1940.
 FG1745'
 FG1745'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FG1745
 FG1745                          STATION RECOVERY (1961)
 FG1745
 FG1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JAW)
 FG1745'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FG1745
 FG1745                          STATION RECOVERY (1967)
 FG1745
 FG1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1745'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 FG1745'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED AND THERE IS NO
 FG1745'SUITABLE PLACE FOR A NEW AZIMUTH MARK.  THE MORRILTON, KVON RADIO
 FG1745'MAST CAN BE USED FOR AN AZIMUTH MARK.
 FG1745'
 FG1745'THE 1954 DESCRIPTION IS ADEQUATE AND A METAL WITNESS POST WAS SET
 FG1745'1 FOOT NORTH OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1747 ***********************************************************************
 FG1747  DESIGNATION -  MORRILTON ARKANSAS PWR LT TANK
 FG1747  PID         -  FG1747
 FG1747  STATE/COUNTY-  AR/CONWAY
 FG1747  USGS QUAD   -  MORRILTON EAST (1990)
 FG1747
 FG1747                         *CURRENT SURVEY CONTROL
 FG1747  ___________________________________________________________________
 FG1747* NAD 83(1997)-  35 08 52.40490(N)    092 44 45.84545(W)     ADJUSTED  
 FG1747* NAVD 88     -                                                        
 FG1747  ___________________________________________________________________
 FG1747  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FG1747  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FG1747
 FG1747  HORZ ORDER  -  THIRD
 FG1747
 FG1747.The horizontal coordinates were established by classical geodetic methods
 FG1747.and adjusted by the National Geodetic Survey in September 1999..
 FG1747
 FG1747
 FG1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1747
 FG1747.The geoid height was determined by GEOID03.
 FG1747
 FG1747;                    North         East     Units Scale Factor Converg.
 FG1747;SPC AR N     -    90,625.786   332,018.615   MT  0.99996475   -0 26 02.9
 FG1747;SPC AR N     -   297,328.10  1,089,297.74   sFT  0.99996475   -0 26 02.9
 FG1747;UTM  15      - 3,889,473.238   523,129.956   MT  0.99960659   +0 08 46.3
 FG1747
 FG1747                          SUPERSEDED SURVEY CONTROL
 FG1747
 FG1747  NAD 83(1986)-  35 08 52.42069(N)    092 44 45.83887(W) AD(       ) 4
 FG1747  NAD 27      -  35 08 52.11200(N)    092 44 45.24800(W) AD(       ) 3
 FG1747
 FG1747.Superseded values are not recommended for survey control.
 FG1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1747.See file dsdata.txt to determine how the superseded data were derived.
 FG1747
 FG1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2313089473(NAD 83)
 FG1747_MARKER: 82 = FINIAL
 FG1747_SETTING: 0 = UNSPECIFIED SETTING
 FG1747
 FG1747  HISTORY     - Date     Condition        Report By
 FG1747  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1747
 FG1747                          STATION DESCRIPTION
 FG1747
 FG1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1747'POINT OBSERVED UPON WAS THE FINIAL OF THE ARKANSAS POWER AND LIGHT
 FG1747'CO. WATER TANK.  THIS IS A SILVER-COLORED STEEL STRUCTURE ABOUT
 FG1747'60 FEET TO BASE OF TANK AND 35 FEET FROM BASE TO FINIAL.  THE
 FG1747'EMBLEM OF THE ARKANSAS POWER AND LIGHT CO. IS PAINTED ON THE
 FG1747'NE AND NW SIDES OF THE TANK.  THIS TANK IS ABOUT 45 FEET N OF THE
 FG1747'MORRILTON MUNICIPAL WATER TANK.
 FG1747'
 FG1747'THE TANK IS LOCATED ON A RIDGE ON THE S SIDE OF MORRILTON.
 FG1747'
 FG1747'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1750 ***********************************************************************
 FG1750  DESIGNATION -  MORRILTON COTTON MILL INC TANK
 FG1750  PID         -  FG1750
 FG1750  STATE/COUNTY-  AR/CONWAY
 FG1750  USGS QUAD   -  MORRILTON WEST (1991)
 FG1750
 FG1750                         *CURRENT SURVEY CONTROL
 FG1750  ___________________________________________________________________
 FG1750* NAD 83(1997)-  35 09 25.95059(N)    092 45 44.96004(W)     ADJUSTED  
 FG1750* NAVD 88     -                                                        
 FG1750  ___________________________________________________________________
 FG1750  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 FG1750  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FG1750
 FG1750  HORZ ORDER  -  THIRD
 FG1750
 FG1750.The horizontal coordinates were established by classical geodetic methods
 FG1750.and adjusted by the National Geodetic Survey in September 1999..
 FG1750
 FG1750
 FG1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1750
 FG1750.The geoid height was determined by GEOID03.
 FG1750
 FG1750;                    North         East     Units Scale Factor Converg.
 FG1750;SPC AR N     -    91,670.978   330,530.402   MT  0.99996353   -0 26 37.3
 FG1750;SPC AR N     -   300,757.20  1,084,415.16   sFT  0.99996353   -0 26 37.3
 FG1750;UTM  15      - 3,890,502.933   521,631.768   MT  0.99960577   +0 08 12.4
 FG1750
 FG1750                          SUPERSEDED SURVEY CONTROL
 FG1750
 FG1750  NAD 83(1986)-  35 09 25.96620(N)    092 45 44.95355(W) AD(       ) 4
 FG1750  NAD 27      -  35 09 25.65600(N)    092 45 44.36200(W) AD(       ) 3
 FG1750
 FG1750.Superseded values are not recommended for survey control.
 FG1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1750.See file dsdata.txt to determine how the superseded data were derived.
 FG1750
 FG1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2163290503(NAD 83)
 FG1750_MARKER: 82 = FINIAL
 FG1750_SETTING: 0 = UNSPECIFIED SETTING
 FG1750
 FG1750  HISTORY     - Date     Condition        Report By
 FG1750  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1750
 FG1750                          STATION DESCRIPTION
 FG1750
 FG1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1750'POINT OBSERVED UPON WAS THE FINIAL OF THE MORRILTON COTTON MILL
 FG1750'INC., WATER TANK.  THIS IS AN ELEVATED STEEL STRUCTURE,
 FG1750'SILVER-COLORED, AND APPROXIMATELY 100 FEET TO BASE OF TANK AND
 FG1750'30 FEET FROM BASE TO FINIAL.
 FG1750'
 FG1750'THE TANK IS LOCATED ABOUT 1 MILE W OF MORRILTON.
 FG1750'
 FG1750'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1751 ***********************************************************************
 FG1751  DESIGNATION -  MORRILTON COTTON OIL MILL TK
 FG1751  PID         -  FG1751
 FG1751  STATE/COUNTY-  AR/CONWAY
 FG1751  USGS QUAD   -  MORRILTON WEST (1991)
 FG1751
 FG1751                         *CURRENT SURVEY CONTROL
 FG1751  ___________________________________________________________________
 FG1751* NAD 83(1997)-  35 09 14.66566(N)    092 45 16.17817(W)     ADJUSTED  
 FG1751* NAVD 88     -                                                        
 FG1751  ___________________________________________________________________
 FG1751  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 FG1751  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FG1751
 FG1751  HORZ ORDER  -  THIRD
 FG1751
 FG1751.The horizontal coordinates were established by classical geodetic methods
 FG1751.and adjusted by the National Geodetic Survey in September 1999..
 FG1751
 FG1751
 FG1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1751
 FG1751.The geoid height was determined by GEOID03.
 FG1751
 FG1751;                    North         East     Units Scale Factor Converg.
 FG1751;SPC AR N     -    91,317.615   331,256.136   MT  0.99996394   -0 26 20.5
 FG1751;SPC AR N     -   299,597.88  1,086,796.17   sFT  0.99996394   -0 26 20.5
 FG1751;UTM  15      - 3,890,157.064   522,360.784   MT  0.99960616   +0 08 28.9
 FG1751
 FG1751                          SUPERSEDED SURVEY CONTROL
 FG1751
 FG1751  NAD 83(1986)-  35 09 14.68133(N)    092 45 16.17166(W) AD(       ) 4
 FG1751  NAD 27      -  35 09 14.37400(N)    092 45 15.58000(W) AD(       ) 3
 FG1751
 FG1751.Superseded values are not recommended for survey control.
 FG1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1751.See file dsdata.txt to determine how the superseded data were derived.
 FG1751
 FG1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2236190157(NAD 83)
 FG1751_MARKER: 82 = FINIAL
 FG1751_SETTING: 0 = UNSPECIFIED SETTING
 FG1751
 FG1751  HISTORY     - Date     Condition        Report By
 FG1751  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1751
 FG1751                          STATION DESCRIPTION
 FG1751
 FG1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1751'POINT OBSERVED UPON WAS THE FINIAL OF THE MORRILTON COTTON OIL
 FG1751'MILL CO., WATER TANK.  THIS IS A SILVER-COLORED, ELEVATED STEEL
 FG1751'STRUCTURE ABOUT 60 FEET TO BASE OF TANK AND 25 FEET FROM BASE
 FG1751'TO FINIAL.
 FG1751'
 FG1751'THE TANK IS LOCATED ON THE S SIDE OF THE MISSOURI PACIFIC
 FG1751'TRACKS, ABOUT 1/2 MILE W OF THE CENTER OF MORRILTON.
 FG1751'
 FG1751'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1746 ***********************************************************************
 FG1746  DESIGNATION -  MORRILTON FEDERAL COMPRESS TK
 FG1746  PID         -  FG1746
 FG1746  STATE/COUNTY-  AR/CONWAY
 FG1746  USGS QUAD   -  MORRILTON EAST (1990)
 FG1746
 FG1746                         *CURRENT SURVEY CONTROL
 FG1746  ___________________________________________________________________
 FG1746* NAD 83(1997)-  35 09 02.93197(N)    092 44 06.70180(W)     ADJUSTED  
 FG1746* NAVD 88     -                                                        
 FG1746  ___________________________________________________________________
 FG1746  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 FG1746  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FG1746
 FG1746  HORZ ORDER  -  THIRD
 FG1746
 FG1746.The horizontal coordinates were established by classical geodetic methods
 FG1746.and adjusted by the National Geodetic Survey in September 1999..
 FG1746
 FG1746
 FG1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1746
 FG1746.The geoid height was determined by GEOID03.
 FG1746
 FG1746;                    North         East     Units Scale Factor Converg.
 FG1746;SPC AR N     -    90,942.732   333,011.783   MT  0.99996437   -0 25 40.1
 FG1746;SPC AR N     -   298,367.95  1,092,556.16   sFT  0.99996437   -0 25 40.1
 FG1746;UTM  15      - 3,889,800.110   524,119.509   MT  0.99960717   +0 09 08.8
 FG1746
 FG1746                          SUPERSEDED SURVEY CONTROL
 FG1746
 FG1746  NAD 83(1986)-  35 09 02.94808(N)    092 44 06.69504(W) AD(       ) 4
 FG1746  NAD 27      -  35 09 02.64100(N)    092 44 06.10300(W) AD(       ) 3
 FG1746
 FG1746.Superseded values are not recommended for survey control.
 FG1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1746.See file dsdata.txt to determine how the superseded data were derived.
 FG1746
 FG1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2412089800(NAD 83)
 FG1746_MARKER: 82 = FINIAL
 FG1746_SETTING: 0 = UNSPECIFIED SETTING
 FG1746
 FG1746  HISTORY     - Date     Condition        Report By
 FG1746  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1746
 FG1746                          STATION DESCRIPTION
 FG1746
 FG1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1746'POINT OBSERVED UPON WAS THE FINIAL OF THE FEDERAL COMPRESS COMPANY
 FG1746'WATER TANK.  THIS IS A SILVER-COLORED STEEL STRUCTURE.  IT IS
 FG1746'APPROXIMATELY 90 FEET TO PLATFORM AROUND BASE OF TANK AND 35
 FG1746'FEET FROM PLATFORM TO FINIAL.
 FG1746'
 FG1746'THE TANK IS LOCATED ABOUT 1/2 MILE E OF THE MAIN PART OF MORRILTON
 FG1746'AND ABOUT 80 YARDS S OF THE MISSOURI PACIFIC TRACKS.
 FG1746'
 FG1746'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1744 ***********************************************************************
 FG1744  DESIGNATION -  MORRILTON MUNICIPAL TANK
 FG1744  PID         -  FG1744
 FG1744  STATE/COUNTY-  AR/CONWAY
 FG1744  USGS QUAD   -  MORRILTON EAST (1990)
 FG1744
 FG1744                         *CURRENT SURVEY CONTROL
 FG1744  ___________________________________________________________________
 FG1744* NAD 83(1997)-  35 08 51.97754(N)    092 44 45.84770(W)     ADJUSTED  
 FG1744* NAVD 88     -                                                        
 FG1744  ___________________________________________________________________
 FG1744  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FG1744  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FG1744
 FG1744  HORZ ORDER  -  THIRD
 FG1744
 FG1744.The horizontal coordinates were established by classical geodetic methods
 FG1744.and adjusted by the National Geodetic Survey in September 1999..
 FG1744
 FG1744
 FG1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1744
 FG1744.The geoid height was determined by GEOID03.
 FG1744
 FG1744;                    North         East     Units Scale Factor Converg.
 FG1744;SPC AR N     -    90,612.617   332,018.459   MT  0.99996477   -0 26 02.9
 FG1744;SPC AR N     -   297,284.89  1,089,297.23   sFT  0.99996477   -0 26 02.9
 FG1744;UTM  15      - 3,889,460.073   523,129.933   MT  0.99960659   +0 08 46.3
 FG1744
 FG1744                          SUPERSEDED SURVEY CONTROL
 FG1744
 FG1744  NAD 83(1986)-  35 08 51.99328(N)    092 44 45.84124(W) AD(       ) 4
 FG1744  NAD 27      -  35 08 51.68500(N)    092 44 45.25000(W) AD(       ) 3
 FG1744
 FG1744.Superseded values are not recommended for survey control.
 FG1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1744.See file dsdata.txt to determine how the superseded data were derived.
 FG1744
 FG1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2313089460(NAD 83)
 FG1744_MARKER: 82 = FINIAL
 FG1744_SETTING: 0 = UNSPECIFIED SETTING
 FG1744
 FG1744  HISTORY     - Date     Condition        Report By
 FG1744  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1744
 FG1744                          STATION DESCRIPTION
 FG1744
 FG1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1744'POINT OBSERVED UPON WAS THE FINIAL OF THE MORRILTON MUNICIPAL
 FG1744'WATER TANK.  THIS IS A SILVER-COLORED ELEVATED STEEL STRUCTURE.
 FG1744'IT IS ABOUT 50 FEET TO THE BASE OF THE TANK AND 25 FEET FROM BASE
 FG1744'TO FINIAL.  THE TANK IS ABOUT 45 FEET S OF THE ARKANSAS POWER
 FG1744'AND LIGHT CO. WATER TANK.
 FG1744'
 FG1744'THE TANK IS LOCATED ON A RIDGE ON THE S SIDE OF MORRILTON.
 FG1744'
 FG1744'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1743 ***********************************************************************
 FG1743  DESIGNATION -  MORRILTON RADIO STA KVOM MAST
 FG1743  PID         -  FG1743
 FG1743  STATE/COUNTY-  AR/CONWAY
 FG1743  USGS QUAD   -  MORRILTON EAST (1990)
 FG1743
 FG1743                         *CURRENT SURVEY CONTROL
 FG1743  ___________________________________________________________________
 FG1743* NAD 83(1997)-  35 09 11.08101(N)    092 43 03.35756(W)     ADJUSTED  
 FG1743* NAVD 88     -                                                        
 FG1743  ___________________________________________________________________
 FG1743  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 FG1743  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FG1743
 FG1743  HORZ ORDER  -  THIRD
 FG1743
 FG1743.The horizontal coordinates were established by classical geodetic methods
 FG1743.and adjusted by the National Geodetic Survey in September 1999..
 FG1743
 FG1743
 FG1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1743
 FG1743.The geoid height was determined by GEOID03.
 FG1743
 FG1743;                    North         East     Units Scale Factor Converg.
 FG1743;SPC AR N     -    91,182.022   334,616.832   MT  0.99996407   -0 25 03.3
 FG1743;SPC AR N     -   299,153.02  1,097,822.06   sFT  0.99996407   -0 25 03.3
 FG1743;UTM  15      - 3,890,055.551   525,721.481   MT  0.99960815   +0 09 45.3
 FG1743
 FG1743                          SUPERSEDED SURVEY CONTROL
 FG1743
 FG1743  NAD 83(1986)-  35 09 11.09667(N)    092 43 03.35106(W) AD(       ) 4
 FG1743  NAD 27      -  35 09 10.79200(N)    092 43 02.76200(W) AD(       ) 3
 FG1743
 FG1743.Superseded values are not recommended for survey control.
 FG1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1743.See file dsdata.txt to determine how the superseded data were derived.
 FG1743
 FG1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2572190056(NAD 83)
 FG1743_MARKER: 42 = RADIO/TV MAST
 FG1743
 FG1743  HISTORY     - Date     Condition        Report By
 FG1743  HISTORY     - 1962     FIRST OBSERVED   CGS
 FG1743  HISTORY     - 19970319 GOOD             USPSQD
 FG1743
 FG1743                          STATION DESCRIPTION
 FG1743
 FG1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1743'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS LOCATED ABOUT
 FG1743'1 MILE EAST OF MORRILTON, 400 FEET NORTH OF U.S. HIGHWAY 64.
 FG1743'
 FG1743'THE MAST IS A RED AND WHITE, GUYED, 3-LEGGED STEEL STRUCTURE
 FG1743'WITH A SINGLE RED LIGHT ON TOP AND TWO SETS OF RED LIGHTS DOWN
 FG1743'THE SIDES.  IT IS 265 FEET IN HEIGHT.
 FG1743
 FG1743                          STATION RECOVERY (1997)
 FG1743
 FG1743'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2055 ***********************************************************************
 FF2055  DESIGNATION -  MORRIS
 FF2055  PID         -  FF2055
 FF2055  STATE/COUNTY-  AR/CRITTENDEN
 FF2055  USGS QUAD   -  HEAFER (1974)
 FF2055
 FF2055                         *CURRENT SURVEY CONTROL
 FF2055  ___________________________________________________________________
 FF2055* NAD 83(1997)-  35 15 53.10263(N)    090 21 40.15464(W)     ADJUSTED  
 FF2055* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 FF2055  ___________________________________________________________________
 FF2055  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FF2055  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF2055
 FF2055  HORZ ORDER  -  SECOND
 FF2055
 FF2055.The horizontal coordinates were established by classical geodetic methods
 FF2055.and adjusted by the National Geodetic Survey in September 1999..
 FF2055
 FF2055.The orthometric height was scaled from a topographic map.
 FF2055
 FF2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2055
 FF2055.The geoid height was determined by GEOID03.
 FF2055
 FF2055;                    North         East     Units Scale Factor Converg.
 FF2055;SPC AR N     -   104,573.631   549,109.638   MT  0.99995139   +0 57 13.1
 FF2055;SPC AR N     -   343,088.65  1,801,537.20   sFT  0.99995139   +0 57 13.1
 FF2055;UTM  15      - 3,905,596.462   740,049.409   MT  1.00031020   +1 31 27.4
 FF2055
 FF2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2055!SPC AR N     -   0.99999394  x   0.99995139  =   0.99994533
 FF2055!UTM  15      -   0.99999394  x   1.00031020  =   1.00030413
 FF2055
 FF2055:                Primary Azimuth Mark                     Grid Az
 FF2055:SPC AR N     -  MORRIS AZ MK                             178 42 31.6
 FF2055:UTM  15      -  MORRIS AZ MK                             178 08 17.3
 FF2055
 FF2055|---------------------------------------------------------------------|
 FF2055| PID    Reference Object                     Distance      Geod. Az  |
 FF2055|                                                           dddmmss.s |
 FF2055| CI4697 MORRIS AZ MK                                       1793944.7 |
 FF2055| CI4698 MORRIS RM 1                          28.750 METERS 19114     |
 FF2055| FF2059 EARLE FED COMPRESS WHSE S TANK      APPROX. 8.6 KM 2724847.2 |
 FF2055| FF2057 EARLE MUNICIPAL TANK                APPROX. 9.5 KM 2740247.0 |
 FF2055| FF2058 EARLE FED COMPRESS WHSE N TANK      APPROX. 8.6 KM 2742124.8 |
 FF2055| CI4699 MORRIS RM 2                          23.408 METERS 28235     |
 FF2055|---------------------------------------------------------------------|
 FF2055
 FF2055                          SUPERSEDED SURVEY CONTROL
 FF2055
 FF2055  NAD 83(1997)-  35 15 53.10506(N)    090 21 40.15431(W) AD(       ) 2
 FF2055  NAD 83(1997)-  35 15 53.11341(N)    090 21 40.15579(W) AD(       ) 2
 FF2055  NAD 83(1986)-  35 15 53.11396(N)    090 21 40.15526(W) AD(       ) 2
 FF2055  NAD 27      -  35 15 52.80130(N)    090 21 39.79700(W) AD(       ) 2
 FF2055
 FF2055.Superseded values are not recommended for survey control.
 FF2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2055.See file dsdata.txt to determine how the superseded data were derived.
 FF2055
 FF2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4004905596(NAD 83)
 FF2055_MARKER: DS = TRIANGULATION STATION DISK
 FF2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2055
 FF2055  HISTORY     - Date     Condition        Report By
 FF2055  HISTORY     - 1954     MONUMENTED       CGS
 FF2055  HISTORY     - 1974     MARK NOT FOUND   USGS
 FF2055
 FF2055                          STATION DESCRIPTION
 FF2055
 FF2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2055'THE STATION IS IN SECTION 33, T 8 N, R 7 E, 6 MILES EAST OF
 FF2055'EARLE, 3.3 MILES NORTHWEST OF CRAWFORDSVILLE, 2 MILES NORTHEAST
 FF2055'OF THE SMALL VILLAGE OF LANSING, 1 MILE NORTH OF U.S. HIGHWAY
 FF2055'64, 89 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 33 NORTH
 FF2055'OF THE CENTER OF A DIRT ROAD, AND ON LAND OWNED BY MR. R.S.
 FF2055'MORRIS.
 FF2055'
 FF2055'TO REACH FROM THE STOPLIGHT ON U.S. HIGHWAY 64 IN THE NORTH
 FF2055'EDGE OF CRAWFORDSVILLE, GO NORTHWEST ON U.S. HIGHWAY 64 FOR
 FF2055'3.1 MILES TO POINT WHERE THE U.S. HIGHWAY TURNS LEFT AND GARRETTS
 FF2055'STORE IN THE NORTHWEST ANGLE, CONTINUE STRAIGHT AHEAD ON GRAVEL
 FF2055'ROAD FOR .75 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 FF2055'ON GRAVEL ROAD FOR .25 MILE TO CROSSROADS AND STATION IN
 FF2055'NORTHEAST ANGLE AS DESCRIBED.
 FF2055'
 FF2055'THE STATION IS 14-INCHES BELOW THE SURFACE OF THE GROUND AND
 FF2055'THE DISK IS STAMPED MORRIS 1954.
 FF2055'
 FF2055'REFERENCE MARK 1 IS 16 FEET EAST OF THE CENTER OF THE GRAVELED
 FF2055'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF2055'MORRIS NO 1 1954.
 FF2055'
 FF2055'REFERENCE MARK 2 IS 60 FEET EAST-NORTHEAST OF THE CENTER OF THE
 FF2055'GRAVELED ROAD AND 15 FEET EAST OF A POWERLINE POLE.  THE MARK
 FF2055'PROJECTS 4 INCHES AND THE DISK IS STAMPED MORRIS NO 2 1954.
 FF2055'
 FF2055'THE AZIMUTH MARK IS 53 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 FF2055'CORNER OF A FARM HOUSE, 30 FEET EAST OF THE CENTER OF THE MAIN
 FF2055'ROAD, 19 FEET NORTH OF A TELEPHONE POLE, 18 FEET SOUTH OF THE
 FF2055'CENTER OF A DRIVEWAY AND 3 FEET EAST-SOUTHEAST OF A WHITE
 FF2055'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 FF2055'DISK IS STAMPED MORRIS 1954.
 FF2055'
 FF2055'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2055
 FF2055                          STATION RECOVERY (1974)
 FF2055
 FF2055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LLA)
 FF2055'SEARCHED FOR - NOT FOUND - MARK IS LISTED AS BEING UNDERGROUND - AS
 FF2055'NEITHER R.M.S WERE FOUND, SEARCH WAS TERMINATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1276 ***********************************************************************
 DL1276  DESIGNATION -  MOSELEY
 DL1276  PID         -  DL1276
 DL1276  STATE/COUNTY-  AR/BRADLEY
 DL1276  USGS QUAD   -  MC KINNEY (1985)
 DL1276
 DL1276                         *CURRENT SURVEY CONTROL
 DL1276  ___________________________________________________________________
 DL1276* NAD 83(1997)-  33 42 06.87846(N)    092 09 08.27628(W)     ADJUSTED  
 DL1276* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 DL1276  ___________________________________________________________________
 DL1276  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DL1276  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DL1276
 DL1276  HORZ ORDER  -  FIRST
 DL1276
 DL1276.The horizontal coordinates were established by classical geodetic methods
 DL1276.and adjusted by the National Geodetic Survey in September 1999..
 DL1276
 DL1276.The orthometric height was scaled from a topographic map.
 DL1276
 DL1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1276
 DL1276.The geoid height was determined by GEOID03.
 DL1276
 DL1276;                    North         East     Units Scale Factor Converg.
 DL1276;SPC AR S     -   514,831.806   385,881.856   MT  0.99993521   -0 05 06.9
 DL1276;SPC AR S     - 1,689,077.35  1,266,014.06   sFT  0.99993521   -0 05 06.9
 DL1276;UTM  15      - 3,729,427.694   578,556.848   MT  0.99967608   +0 28 13.4
 DL1276
 DL1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1276!SPC AR S     -   0.99999090  x   0.99993521  =   0.99992611
 DL1276!UTM  15      -   0.99999090  x   0.99967608  =   0.99966698
 DL1276
 DL1276|---------------------------------------------------------------------|
 DL1276| PID    Reference Object                     Distance      Geod. Az  |
 DL1276|                                                           dddmmss.s |
 DL1276| CY6995 MOSELEY RM 1                         34.376 METERS 15702     |
 DL1276| CY6996 MOSELEY RM 2                         45.842 METERS 23534     |
 DL1276| CY6994 MOSELEY AZ MK                                      2780806.9 |
 DL1276| DL1287 MORO                                APPROX.17.6 KM 3182346.1 |
 DL1276|---------------------------------------------------------------------|
 DL1276
 DL1276                          SUPERSEDED SURVEY CONTROL
 DL1276
 DL1276  NAD 83(1986)-  33 42 06.88879(N)    092 09 08.26978(W) AD(       ) 1
 DL1276  NAD 27      -  33 42 06.50400(N)    092 09 07.75800(W) AD(       ) 1
 DL1276
 DL1276.Superseded values are not recommended for survey control.
 DL1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1276.See file dsdata.txt to determine how the superseded data were derived.
 DL1276
 DL1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7855729428(NAD 83)
 DL1276_MARKER: DS = TRIANGULATION STATION DISK
 DL1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1276
 DL1276  HISTORY     - Date     Condition        Report By
 DL1276  HISTORY     - 1942     MONUMENTED       CGS
 DL1276  HISTORY     - 1948     GOOD             CROSET
 DL1276  HISTORY     - 1969     GOOD             USGS
 DL1276
 DL1276                          STATION DESCRIPTION
 DL1276
 DL1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1276'STATION IS LOCATED ABOUT 7 MILES SE OF NEW EDINBURG IN THE NE 1/4
 DL1276'OF SEC. 5, T. 12 S, R. 10 W, ON PROPERTY OWNED AND OCCUPIED BY MR.
 DL1276'E.T. MOSELEY, OWNER OF THE CENTERPOINT STORE.  STATION IS 120
 DL1276'FEET W OF THE STORE, 54 FEET N OF THE CENTER LINE OF A GRADED DIRT
 DL1276'ROAD AND 9.5 FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED
 DL1276'MOSELEY 1942 AND PROJECTS 6 INCHES.
 DL1276'
 DL1276'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1276'BRONZE DISKS SET IN CONCRETE.
 DL1276'
 DL1276'REFERENCE MARK NO. 1 IS 105 FEET NE OF THE MOSELEY HOUSE, 42
 DL1276'FEET S OF THE CENTER LINE OF THE ROAD, 13.5 FEET W OF A FENCE
 DL1276'CORNER, AND 1.5 FEET S OF A FENCE.  IT IS STAMPED MOSELEY NO. 1
 DL1276'1942 AND PROJECTS 6 INCHES.
 DL1276'
 DL1276'REFERENCE MARK NO. 2 IS 95 FEET NW OF THE MOSELEY HOUSE, 65 FEET
 DL1276'S OF THE CENTER LINE OF THE ROAD, AND 1 FOOT S OF A FENCE.  IT
 DL1276'IS STAMPED MOSELEY NO. 2 1942 AND PROJECTS 10 INCHES.
 DL1276'
 DL1276'THE AZIMUTH MARK IS AT THE E EDGE OF A GROVE OF PINE TREES, 28 FEET
 DL1276'S OF THE CENTER LINE OF THE ROAD, AND 10.9 FEET S OF A WHITE
 DL1276'REFERENCE POST.  IT IS STAMPED MOSELEY 1942 AND PROJECTS 4 INCHES.
 DL1276'
 DL1276'TO REACH THE STATION FROM THE ATTWOOD STORE IN NEW EDINBURG,
 DL1276'GO SE ON STATE HIGHWAY 8 FOR 6.0 MILES TO A NARROW DIRT ROAD
 DL1276'TO THE RIGHT (WHITE FARMHOUSES ON BOTH SIDES OF STATE HIGHWAY 8),
 DL1276'TURN RIGHT FOR 0.05 MILE, THEN LEFT (S) FOR 0.7 MILE TO A
 DL1276'T-INTERSECTION*, TURN LEFT (E) FOR 0.1 MILE TO THE CENTERPOINT
 DL1276'STORE AND THE STATION ON THE LEFT.
 DL1276'
 DL1276'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT (W) FOR
 DL1276'0.3 MILE TO THE MARK ON THE LEFT.
 DL1276'
 DL1276'A 116-FOOT SIGNAL AT MORO IS VISIBLE AT 90 FEET.
 DL1276'
 DL1276'A 116-FOOT SIGNAL AT YARBROUGH IS VISIBLE AT 90 FEET.
 DL1276'
 DL1276'A 116-FOOT SIGNAL AT WARREN IS VISIBLE AT 90 FEET.
 DL1276'
 DL1276'A 116-FOOT SIGNAL AT LACEY IS VISIBLE AT 90 FEET.
 DL1276
 DL1276                          STATION RECOVERY (1948)
 DL1276
 DL1276'RECOVERY NOTE BY CROSSETT LUMBER COMPANY 1948 (EWC)
 DL1276'STATION RECOVERED AS DESCRIBED.
 DL1276
 DL1276                          STATION RECOVERY (1969)
 DL1276
 DL1276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1276'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED AND OLD
 DL1276'DESCRIPTION IS ADEQUATE.
 DL1276'
 DL1276'THE AZ. MARK IS OBSCURED BY TREES, OTHERWISE THE DISTANCES AND
 DL1276'DIRECTIONS TO SURFACE MARKS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1876 ***********************************************************************
 EJ1876  DESIGNATION -  MOSS
 EJ1876  PID         -  EJ1876
 EJ1876  STATE/COUNTY-  AR/SALINE
 EJ1876  USGS QUAD   -  FOURCHE SW (1984)
 EJ1876
 EJ1876                         *CURRENT SURVEY CONTROL
 EJ1876  ___________________________________________________________________
 EJ1876* NAD 83(1997)-  34 49 57.63099(N)    092 40 12.50713(W)     ADJUSTED  
 EJ1876* NAVD 88     -       355.3    (meters)    1166.     (feet)  VERTCON   
 EJ1876  ___________________________________________________________________
 EJ1876  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 EJ1876  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EJ1876
 EJ1876  HORZ ORDER  -  FIRST
 EJ1876
 EJ1876.The horizontal coordinates were established by classical geodetic methods
 EJ1876.and adjusted by the National Geodetic Survey in September 1999..
 EJ1876
 EJ1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1876
 EJ1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1876
 EJ1876.The geoid height was determined by GEOID03.
 EJ1876
 EJ1876;                    North         East     Units Scale Factor Converg.
 EJ1876;SPC AR S     -   640,447.378   338,699.289   MT  1.00001539   -0 22 30.3
 EJ1876;SPC AR S     - 2,101,201.11  1,111,215.92   sFT  1.00001539   -0 22 30.3
 EJ1876;UTM  15      - 3,854,537.236   530,161.395   MT  0.99961121   +0 11 18.3
 EJ1876
 EJ1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1876!SPC AR S     -   0.99994854  x   1.00001539  =   0.99996393
 EJ1876!UTM  15      -   0.99994854  x   0.99961121  =   0.99955977
 EJ1876
 EJ1876:                Primary Azimuth Mark                     Grid Az
 EJ1876:SPC AR S     -  SHINALL MTN TV STA KARK KTHV             103 46 24.2
 EJ1876:UTM  15      -  SHINALL MTN TV STA KARK KTHV             103 12 35.6
 EJ1876
 EJ1876|---------------------------------------------------------------------|
 EJ1876| PID    Reference Object                     Distance      Geod. Az  |
 EJ1876|                                                           dddmmss.s |
 EJ1876| EJ1756 SHINALL MTN TV STA KARK KTHV        APPROX.16.0 KM 1032353.9 |
 EJ1876| CY6998 MOSS RM 1                             3.759 METERS 11800     |
 EJ1876| CY6997 MOSS AZ MK                                         2075458.5 |
 EJ1876| EJ1875 MOSS MTN AFC LOT T 171                5.661 METERS 23734     |
 EJ1876| EJ1901 NORTH FORK LOOKOUT TOWER            APPROX.16.9 KM 2801955.4 |
 EJ1876| CY6999 MOSS RM 2                             1.848 METERS 30021     |
 EJ1876|---------------------------------------------------------------------|
 EJ1876
 EJ1876                          SUPERSEDED SURVEY CONTROL
 EJ1876
 EJ1876  NAD 83(1986)-  34 49 57.64418(N)    092 40 12.49836(W) AD(       ) 1
 EJ1876  NAD 27      -  34 49 57.31868(N)    092 40 11.91018(W) AD(       ) 1
 EJ1876  NGVD 29 (07/19/86)  355.3    (m)         1166.     (f) VERT ANG       
 EJ1876
 EJ1876.Superseded values are not recommended for survey control.
 EJ1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1876.See file dsdata.txt to determine how the superseded data were derived.
 EJ1876
 EJ1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3016154537(NAD 83)
 EJ1876_MARKER: DD = SURVEY DISK
 EJ1876_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1876_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EJ1876
 EJ1876  HISTORY     - Date     Condition        Report By
 EJ1876  HISTORY     - 1916     MONUMENTED       CGS
 EJ1876  HISTORY     - 1935     SEE DESCRIPTION  ARGS
 EJ1876  HISTORY     - 1940     SEE DESCRIPTION  CGS
 EJ1876  HISTORY     - 1964     GOOD             CGS
 EJ1876
 EJ1876                          STATION DESCRIPTION
 EJ1876
 EJ1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EJ1876'STATION IS ON TOP OF SHARP ROCKY PEAK KNOWN AS MOSS MOUNTAIN, 20
 EJ1876'MILES W OF LITTLE ROCK, 2-1/2 MILES S OF MAUMELLE RIVER, 4 MILES
 EJ1876'W OF HOWELLS PLACE, AND 2 MILES SW OF C.W. KITCHELLS PLACE WHICH IS
 EJ1876'ON TOP OF RIDGE.  MOSS MOUNTAIN IS NORTHEASTERN OF TWO SIMILAR PEAKS
 EJ1876'ABOUT 1/2 MILE APART.
 EJ1876'
 EJ1876'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 EJ1876'HOLES IN OUTCROPPING BEDROCK.
 EJ1876'
 EJ1876'REFERENCE MARK NO. 1 IS ABOUT 1/2 METER (2 FEET) BELOW THE
 EJ1876'STATION MARK, AND 3.79 METERS (12.4 FEET) FROM STATION,
 EJ1876'S 61 DEG 54 MIN E.
 EJ1876'
 EJ1876'REFERENCE MARK NO. 2 IS ABOUT 1/2 METER (2 FEET) ABOVE STATION
 EJ1876'MARK, AND 1.86 METERS (6.1 FEET) FROM STATION, N 60 DEG W.
 EJ1876'AZIMUTH FROM STATION TO ROCKY KNOB, DISTANT 1/2 MILE, IS
 EJ1876'28 DEG 06 MIN.  ELEVATION OF STATION MARK IS 355.3 METERS
 EJ1876'(1,166 FEET).
 EJ1876
 EJ1876                          STATION RECOVERY (1935)
 EJ1876
 EJ1876'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 EJ1876'STATION IS 3-1/2 MILES S OF SLEEPY HOLLOW FILLING STATION AND
 EJ1876'TOURIST CAMP ON STATE HIGHWAY 10 BETWEEN LITTLE ROCK AND
 EJ1876'PERRYVILLE.  THIS STATION IS NOT RECOVERABLE IN A CAR.  OTHERWISE,
 EJ1876'ORIGINAL DESCRIPTION IS GOOD.
 EJ1876
 EJ1876                          STATION RECOVERY (1940)
 EJ1876
 EJ1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1876'STATION RECOVERED AS DESCRIBED.  THE STATION MARK HAS BEEN
 EJ1876'DESTROYED, LEAVING ONLY THE STEM IN ITS ORIGINAL POSITION.
 EJ1876'REFERENCE MARKS NO.1 AND NO.2 FOUND IN GOOD CONDITION.  A
 EJ1876'COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ABOUT
 EJ1876'20 MILES W OF LITTLE ROCK AND 6.55 MILES NE OF PARON.  IT IS
 EJ1876'ON THE SUMMIT OF A ROCKY PEAK, LOCALLY KNOWN AS MOSS MOUNTAIN.
 EJ1876'IT IS THE NORTHERLY ONE OF TWO PEAKS.  THE STEM OF THE STATION
 EJ1876'MARK PROJECTS 1 INCH AND IS SET IN BEDROCK 5.661 METERS NE OF THE
 EJ1876'CENTER OF THE LOOKOUT TOWER.
 EJ1876'
 EJ1876'REFERENCE MARK NO.1 IS SET FLUSH IN BEDROCK, 3.758 METERS ESE
 EJ1876'OF THE STATION, AND IS STAMPED MOSS 1916, NO.1.  IT IS ABOUT 2 FEET
 EJ1876'LOWER THAN THE STATION.
 EJ1876'
 EJ1876'REFERENCE MARK NO.2 IS SET FLUSH IN BEDROCK, 1.848 METERS WNW
 EJ1876'OF THE STATION, AND IS STAMPED MOSS 1916, NO.2.  IT IS ABOUT 2
 EJ1876'FEET HIGHER THAN THE STATION.
 EJ1876'
 EJ1876'A NEW AZIMUTH MARK WAS SET AT THE N EDGE OF A ROCKY PEAK, ABOUT
 EJ1876'1 MILE SSW OF THE STATION, AND IS STAMPED MOSS 1940.
 EJ1876'
 EJ1876'TO REACH AZIMUTH FROM THE U.S. FOREST SERVICE BUILDINGS, GO SW ON
 EJ1876'MAIN ROAD 1.2 MILES TO A 16-INCH TRIANGLE-BLAZED OAK TREE,
 EJ1876'FROM HERE GO DUE S UPHILL TO TOP OF PEAK AND AZIMUTH MARK
 EJ1876'AT N EDGE.
 EJ1876'
 EJ1876'TO REACH THE STATION FROM PARON, GO S ON A DIRT ROAD 1 BLOCK,
 EJ1876'TURN LEFT, (E), AND FOLLOW THE MAIN ROAD EASTERLY 6.55 MILES
 EJ1876'TO A WHITE CHURCH ON THE RIGHT, CONTINUE ON MAIN DIRT ROAD 0.35
 EJ1876'MILE TO A GRADED ROAD LEFT, (N), TURN LEFT AND GO 0.2 MILE TO
 EJ1876'A BOARD GATE, PASS THROUGH GATE AND FOLLOW MAIN ROAD 3.35 MILES
 EJ1876'TO U.S. FOREST SERVICE BUILDINGS ON THE RIGHT AND END OF TRUCK
 EJ1876'TRAVEL.  FROM HERE FOLLOW FOOT TRAIL NORTHERLY TO TOP OF PEAK
 EJ1876'AND STATION NEAR LOOKOUT TOWER.
 EJ1876'
 EJ1876'THE 1940 MEASUREMENTS DO NOT CHECK WITH THE MEASUREMENTS OF
 EJ1876'1916.  THE 1940 DISTANCES ARE HORIZONTAL AND ARE CONSIDERED
 EJ1876'CORRECT.
 EJ1876'
 EJ1876'THE STATION APPARENTLY HAS NOT BEEN MOVED.
 EJ1876
 EJ1876                          STATION RECOVERY (1964)
 EJ1876
 EJ1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1876'THE STATION AND SHANK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 EJ1876'AND FOUND IN GOOD CONDITION AT THIS TIME.  THE AZIMUTH MARK COULD
 EJ1876'FOUND AND SHOULD BE CONSIDERED AS LOST.  THE DISTANCE TO THE
 EJ1876'REFERENCE MARKS CHECKED BUT THE DIRECTIONS DID NOT CHECK BECAUSE THEY
 EJ1876'WERE TOO CLOSE FOR GOOD POINTING WITH THE INSTRUMENT.  DUE TO
 EJ1876'VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 EJ1876'
 EJ1876'ABOUT 20 MILES WEST OF LITTLE ROCK, 2-1/2 MILES SOUTH OF MAUMELLE
 EJ1876'RIVER, 2-1/2 MILES SOUTH OF THE WEST END OF BIG MAUMELLE LAKE,
 EJ1876'ON THE TOP AND HIGHEST POINT OF A SHARP PEAK KNOWN AS MOSS
 EJ1876'MOUNTAIN, AND ON THE PROPERTY OF THE GIFFORD LUMBER COMPANY LEASED
 EJ1876'BY THE STATE.  IT IS 10 FEET NORTHEAST OF THE NORTHEAST
 EJ1876'FOOTING OF THE REMAINS OF AN OLD LOOKOUT TOWER, 6 FEET
 EJ1876'SOUTH OF THE NORTH EDGE OF A SMALL ROCKY BLUFF AND NEAR
 EJ1876'THE WEST END OF THE MOUNTAIN.  IT IS A PUNCH HOLE IN THE
 EJ1876'CENTER OF THE STATION DISK SHANK.
 EJ1876'
 EJ1876'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10
 EJ1876'AND 113 ABOUT 22 MILES WEST OF LITTLE ROCK AND AT THE WEST END OF
 EJ1876'BIG MAUMELLE LAKE, GO EAST ON HIGHWAY 10 FOR 2.0 MILES TO A SIDE
 EJ1876'ROAD RIGHT AT THE EAST END OF GUARD RAIL ON EITHER SIDE OF THE ROAD.
 EJ1876'TURN RIGHT AND GO SOUTH ON THE GRADED ROAD (WEST EDGE OF STATE
 EJ1876'GAME REFUGE) FOR 0.8 MILE TO A GATE.  PASS THROUGH THE GATE
 EJ1876'AND CONTINUE SOUTH FOR 3.6 MILES TO AN OLD CONCRETE FOUNDATION
 EJ1876'ON THE LEFT.  AT THIS POINT PACK NORTHERLY UP HILL FOR ABOUT 15
 EJ1876'MINUTES TO THE HIGHEST POINT AND THE STATION.
 EJ1876'
 EJ1876'REFERENCE MARK 1 IS 20 FEET EAST OF THE NORTHEAST FOOTING OF
 EJ1876'THE LOOKOUT TOWER REMAINS AND 12 FEET SOUTH OF THE NORTH EDGE OF
 EJ1876'THE BLUFF.  THE DISK IS STAMPED MOSS NO 1 1916.
 EJ1876'
 EJ1876'REFERENCE MARK 2 IS 8 FEET NORTHEAST OF THE NORTHEAST FOOTING OF THE
 EJ1876'LOOKOUT TOWER REMAINS, 3 FEET SOUTH OF THE NORTHWEST EDGE OF THE
 EJ1876'RIDGE AND IN BEDROCK THAT PROJECTS ABOUT 5 FEET.  THE DISK
 EJ1876'IS STAMPED MOSS NO 2 1916.
 EJ1876'
 EJ1876'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0230 ***********************************************************************
 FF0230  DESIGNATION -  MOUNDS
 FF0230  PID         -  FF0230
 FF0230  STATE/COUNTY-  AR/CRITTENDEN
 FF0230  USGS QUAD   -  EDMONDSON (1981)
 FF0230
 FF0230                         *CURRENT SURVEY CONTROL
 FF0230  ___________________________________________________________________
 FF0230* NAD 83(1997)-  35 06 56.20812(N)    090 15 55.37979(W)     ADJUSTED  
 FF0230* NAVD 88     -        63.908  (meters)     209.67   (feet)  ADJUSTED  
 FF0230  ___________________________________________________________________
 FF0230  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FF0230  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FF0230  DYNAMIC HT  -          63.850 (meters)     209.48  (feet)  COMP
 FF0230  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 FF0230
 FF0230  HORZ ORDER  -  FIRST
 FF0230  VERT ORDER  -  FIRST     CLASS II
 FF0230
 FF0230.The horizontal coordinates were established by classical geodetic methods
 FF0230.and adjusted by the National Geodetic Survey in September 1999..
 FF0230
 FF0230.The orthometric height was determined by differential leveling
 FF0230.and adjusted by the National Geodetic Survey in June 1991..
 FF0230
 FF0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0230
 FF0230.The geoid height was determined by GEOID03.
 FF0230
 FF0230.The dynamic height is computed by dividing the NAVD 88
 FF0230.geopotential number by the normal gravity value computed on the
 FF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0230.degrees latitude (g = 980.6199 gals.).
 FF0230
 FF0230.The modeled gravity was interpolated from observed gravity values.
 FF0230
 FF0230;                    North         East     Units Scale Factor Converg.
 FF0230;SPC AR N     -    88,180.229   558,113.883   MT  0.99996917   +1 00 33.7
 FF0230;SPC AR N     -   289,304.63  1,831,078.63   sFT  0.99996917   +1 00 33.7
 FF0230;SPC TN       -    95,267.067   211,282.249   MT  1.00002643   -2 29 49.6
 FF0230;SPC TN       -   312,555.37    693,181.85   sFT  1.00002643   -2 29 49.6
 FF0230;UTM  15      - 3,889,286.899   749,219.071   MT  1.00036553   +1 34 25.8
 FF0230
 FF0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0230!SPC AR N     -   0.99999424  x   0.99996917  =   0.99996341
 FF0230!SPC TN       -   0.99999424  x   1.00002643  =   1.00002067
 FF0230!UTM  15      -   0.99999424  x   1.00036553  =   1.00035977
 FF0230
 FF0230:                Primary Azimuth Mark                     Grid Az
 FF0230:SPC AR N     -  RICEVILLE                                075 46 57.7
 FF0230:SPC TN       -  RICEVILLE                                079 17 21.0
 FF0230:UTM  15      -  RICEVILLE                                075 13 05.6
 FF0230
 FF0230|---------------------------------------------------------------------|
 FF0230| PID    Reference Object                     Distance      Geod. Az  |
 FF0230|                                                           dddmmss.s |
 FF0230| FF0236 RICEVILLE                           APPROX. 3.6 KM 0764731.4 |
 FF0230| FF0231 MOUNDS RM 1                          19.335 METERS 34752     |
 FF0230|---------------------------------------------------------------------|
 FF0230
 FF0230                          SUPERSEDED SURVEY CONTROL
 FF0230
 FF0230  NAD 83(1997)-  35 06 56.20892(N)    090 15 55.37972(W) AD(       ) 1
 FF0230  NAD 83(1997)-  35 06 56.21207(N)    090 15 55.37989(W) AD(       ) 1
 FF0230  NAD 83(1986)-  35 06 56.21851(N)    090 15 55.38081(W) AD(       ) 1
 FF0230  NAD 27      -  35 06 55.88710(N)    090 15 55.03320(W) AD(       ) 1
 FF0230  NGVD 29 (??/??/??)   63.882  (m)          209.59   (f) ADJUSTED    1 2
 FF0230
 FF0230.Superseded values are not recommended for survey control.
 FF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0230.See file dsdata.txt to determine how the superseded data were derived.
 FF0230
 FF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4921989287(NAD 83)
 FF0230_MARKER: DS = TRIANGULATION STATION DISK
 FF0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0230_STAMPING: MOUNDS 1916 1920 BM
 FF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0230+STABILITY: SURFACE MOTION
 FF0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0230+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF0230
 FF0230  HISTORY     - Date     Condition        Report By
 FF0230  HISTORY     - 1916     MONUMENTED       CGS
 FF0230  HISTORY     - 1928     GOOD             CGS
 FF0230  HISTORY     - 1935     GOOD             CGS
 FF0230  HISTORY     - 1956     POOR             CGS
 FF0230  HISTORY     - 1956     GOOD             CGS
 FF0230  HISTORY     - 1977     GOOD             NGS
 FF0230  HISTORY     - 20030326 GOOD             USACE
 FF0230
 FF0230                          STATION DESCRIPTION
 FF0230
 FF0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF0230'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF0230'RAILWAY, AT MOUNDS RAILWAY STATION, 110 METERS (361 FEET) W OF
 FF0230'SWITCH AT E END OF PASSING TRACK, 4.96 METERS (16.3 FEET) S OF
 FF0230'S RAIL OF MAIN TRACK, AND 6.19 METERS (20.3 FEET) W OF
 FF0230'TWENTY-FIRST TELEGRAPH POLE W OF MILEPOST 13.
 FF0230'
 FF0230'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FF0230'CONCRETE.
 FF0230'
 FF0230'A STANDARD REFERENCE DISK IN CONCRETE, IS 12.86 METERS
 FF0230'(42.2 FEET) N OF N RAIL OF MAIN TRACK, AND 19.355 METERS (63.43
 FF0230'FEET) FROM STATION, N 12 DEG 09 MIN W.
 FF0230
 FF0230                          STATION RECOVERY (1928)
 FF0230
 FF0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 FF0230'STATION AND REFERENCE MARKS ARE STAMPED WITH NAME AND DATES 1916,
 FF0230'1920.
 FF0230'
 FF0230'IN 1928 STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FF0230'ELEVATION OF STATION IS 63.817 METERS (209.373 FEET), OF
 FF0230'REFERENCE MARK, 63.857 METERS (209.504 FEET).
 FF0230
 FF0230                          STATION RECOVERY (1935)
 FF0230
 FF0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0230'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, ABOUT 1 FOOT
 FF0230'BELOW GROUND SURFACE.  159 FEET W OF ROAD CROSSING, 745 FEET
 FF0230'E OF SMALL RAILROAD STATION, 5.005 METERS (16.43 FEET) S OF
 FF0230'S EDGE OF S RAILROAD RAIL, 6.26 METERS (20.52 FEET) FROM 21ST
 FF0230'TELEGRAPH POLE W OF MILEPOST 13, S 62 DEG 30 MIN E.
 FF0230'112 FEET FROM 22ND TELEGRAPH POLE W OF MILEPOST 13,
 FF0230'AND 175.7 FEET SE OF SE CORNER OF OLD STORE, N 74 DEG 11 MIN W.
 FF0230'
 FF0230'REFERENCE MARK NO. 1 (1916) RECOVERED IN GOOD CONDITION, ON
 FF0230'N SIDE OF E-W ROAD, 4.5 FEET S OF N FENCE BETWEEN RAILROAD
 FF0230'RIGHT-OF-WAY AND PROPERTY OWNED BY MR. EARL EASON, 23.42 FEET
 FF0230'NW OF SECOND TELEGRAPH POLE W OF ROAD CROSSING.  TOP OF MARK IS
 FF0230'AT GROUND SURFACE, 19.465 METERS (63.84 FEET) FROM STATION,
 FF0230'N 12 DEG 09 MIN 19 SEC W, 12.9 METERS (42.31 FEET) N OF
 FF0230'N EDGE OF N RAILROAD RAIL.
 FF0230'
 FF0230'REFERENCE MARK NO. 2 (1935) A STANDARD C AND G.S. TABLET SET
 FF0230'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, IS ON RAILROAD
 FF0230'RIGHT-OF-WAY, 5.06 METERS (16.61 FEET) S OF S EDGE OF S RAILROAD
 FF0230'RAIL, 88 FEET W OF TELEGRAPH POLE, 66.8 FEET SW OF 20TH TELEGRAPH
 FF0230'POLE W OF MILEPOST 13, 90 FEET W OF CENTER OF N-S ROAD, 69.4
 FF0230'FEET S OF 21ST TELEGRAPH POLE W OF MILEPOST 13.  DISTANCE
 FF0230'FROM STATION, 25.73 METERS (84.38 FEET), N 76 DEG 58 MIN 43 SEC E.
 FF0230'DISTANCE TO REFERENCE MARK NO. 1, 32.034 METERS
 FF0230'(105.11 FEET), N 65 DEG 36 MIN 15 SEC W.
 FF0230
 FF0230                          STATION RECOVERY (1956)
 FF0230
 FF0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0230'THE STATION IS LOCATED ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0230'RAILROAD, ABOUT 2.7 MILES EAST OF EDMONDSON, ABOUT 4.3 MILES
 FF0230'WEST OF HULBERT, 0.15 MILE WEST-NORTHWEST OF STATION SIGN AT
 FF0230'MOUNDS, 17 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK, 21
 FF0230'FEET WEST OF MILEAGE TELEPHONE POLE 13/21, 176 FEET
 FF0230'WEST-SOUTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND A ROAD
 FF0230'NORTH TO A BRICK HOUSE, 64-1/2 FEET SOUTH-SOUTHEAST OF
 FF0230'TELEPHONE POLE NO. 703, ABOUT 3-1/2 FEET BELOW LEVEL OF TRACK,
 FF0230'IN A CONCRETE POST ABOUT 2 INCHES UNDERGROUND AND
 FF0230'STAMPED MOUNDS 1916 1920 BM.  THE MARK LEANS SLIGHTLY TO
 FF0230'THE SOUTH AND HAS APPARENTLY BEEN DISTURBED.
 FF0230'
 FF0230'REFERENCE MARK NO. 1 IS 64.52 FEET (19.665 METERS) NORTH-NORTHWEST
 FF0230'OF THE STATION, 180 FEET WEST OF CENTER OF CROSSING OF ROAD
 FF0230'TO BRICK HOUSE, 79 FEET NORTH-NORTHWEST OF TELEPHONE MILEAGE POLE
 FF0230'NO. 13/21, 8-1/2 FEET WEST-SOUTHWEST OF TELEPHONE POLE NO. 703,
 FF0230'ABOUT 3 FEET BELOW LEVEL OF TRACK, IN A CONCRETE POST ABOUT 1
 FF0230'INCH UNDERGROUND AND STAMPED MOUNDS RM 1 1916 1920 BM.  THE
 FF0230'MARK LEANS SLIGHTLY TO THE NORTH AND APPARENTLY HAS BEEN
 FF0230'DISTURBED.
 FF0230'
 FF0230'REFERENCE MARK NO. 2 IS 84.49 FEET (25.752 METERS) EAST-NORTHEAST
 FF0230'OF STATION, 17-1/2 FEET SOUTH-SOUTHEAST OF NEAR RAIL, 92 FEET
 FF0230'SOUTHWEST OF CENTER OF CROSSING OF ROAD TO HOUSE, 67 FEET
 FF0230'WEST-SOUTHWEST OF MILEAGE TELEPHONE POLE NO. 13/21, ABOUT
 FF0230'3-1/2 FEET BELOW LEVEL OF TRACK, IN A CONCRETE POST PROJECTING
 FF0230'3 INCHES AND STAMPED MOUNDS RM 2 1916 1920.
 FF0230
 FF0230                          STATION RECOVERY (1956)
 FF0230
 FF0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0230'2.7 MI E FROM EDMONDSON.
 FF0230'2.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0230'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0230'ABOUT 0.15 MILE EAST OF THE STATION SIGN AT MOUNDS, 17 FEET
 FF0230'SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK, 21 FEET WEST OF
 FF0230'MILEAGE POLE NO. 13/21, 176 FEET WEST-SOUTHWEST OF CENTER OF
 FF0230'CROSSING OF THE MAIN TRACK AND A ROAD LEADING NORTH TO A BRICK
 FF0230'FARM HOUSE, 64 1/2 FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM
 FF0230'TELEPHONE POLE NO. 703, 63.9 FEET SOUTH-SOUTHEAST OF RM NO. 1,
 FF0230'84.4 FEET WEST-SOUTHWEST OF RM NO. 2, ABOUT 3 1/2 FEET BELOW
 FF0230'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 2
 FF0230'INCHES UNDERGROUND.  NOTE-- ROD HELD ON OUN OF STAMPING MOUND ON
 FF0230'DISK.
 FF0230
 FF0230                          STATION RECOVERY (1977)
 FF0230
 FF0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FF0230'RECOVERED IN GOOD CONDITION.
 FF0230
 FF0230                          STATION RECOVERY (2003)
 FF0230
 FF0230'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0231 ***********************************************************************
 FF0231  DESIGNATION -  MOUNDS RM 1
 FF0231  PID         -  FF0231
 FF0231  STATE/COUNTY-  AR/CRITTENDEN
 FF0231  USGS QUAD   -  EDMONDSON (1981)
 FF0231
 FF0231                         *CURRENT SURVEY CONTROL
 FF0231  ___________________________________________________________________
 FF0231* NAD 83(1986)-  35 06 56.     (N)    090 15 54.     (W)     SCALED    
 FF0231* NAVD 88     -        63.946  (meters)     209.80   (feet)  ADJUSTED  
 FF0231  ___________________________________________________________________
 FF0231  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FF0231  DYNAMIC HT  -          63.888 (meters)     209.61  (feet)  COMP
 FF0231  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 FF0231
 FF0231  VERT ORDER  -  FIRST     CLASS II
 FF0231
 FF0231.The horizontal coordinates were scaled from a topographic map and have
 FF0231.an estimated accuracy of +/- 6 seconds.
 FF0231
 FF0231.The orthometric height was determined by differential leveling
 FF0231.and adjusted by the National Geodetic Survey in June 1991..
 FF0231.WARNING-Repeat measurements at this control monument indicate possible
 FF0231.vertical movement.
 FF0231
 FF0231.The geoid height was determined by GEOID03.
 FF0231
 FF0231.The dynamic height is computed by dividing the NAVD 88
 FF0231.geopotential number by the normal gravity value computed on the
 FF0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0231.degrees latitude (g = 980.6199 gals.).
 FF0231
 FF0231.The modeled gravity was interpolated from observed gravity values.
 FF0231
 FF0231;                    North         East    Units  Estimated Accuracy
 FF0231;SPC AR N     -    88,170.      558,150.      MT  (+/- 180 meters Scaled)
 FF0231
 FF0231                          SUPERSEDED SURVEY CONTROL
 FF0231
 FF0231  NGVD 29 (??/??/??)   63.925  (m)          209.73   (f) ADJUSTED    1 2
 FF0231
 FF0231.Superseded values are not recommended for survey control.
 FF0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0231.See file dsdata.txt to determine how the superseded data were derived.
 FF0231
 FF0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU492892(NAD 83)
 FF0231_MARKER: DR = REFERENCE MARK DISK
 FF0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0231_STAMPING: MOUNDS RM 1 1916 1920 BM
 FF0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0231+STABILITY: SURFACE MOTION
 FF0231
 FF0231  HISTORY     - Date     Condition        Report By
 FF0231  HISTORY     - 1916     MONUMENTED       CGS
 FF0231  HISTORY     - 1956     GOOD             CGS
 FF0231  HISTORY     - 1975     POOR             NGS
 FF0231
 FF0231                          STATION DESCRIPTION
 FF0231
 FF0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0231'2.7 MI E FROM EDMONDSON.
 FF0231'2.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0231'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0231'ABOUT 0.15 MILE EAST OF STATION SIGN AT MOUNDS, 28 1/2 FEET
 FF0231'NORTH-NORTHWEST OF NEAR RAIL OF A SIDING, 43 FEET NORTH-NORTHWEST
 FF0231'OF NEAR RAIL OF MAIN TRACK, 180 FEET WEST OF CENTER OF CROSSING
 FF0231'OF MAIN TRACK AND A ROAD NORTH TO A BRICK FARM HOUSE, 63.9 FEET
 FF0231'NORTH-NORTHWEST AND ACROSS TRACKS FROM STATION MARK, 8 1/2 FEET
 FF0231'WEST-SOUTHWEST OF TELEPHONE POLE NO. 703, 4 1/2 FEET
 FF0231'SOUTH-SOUTHEAST OF A FENCE LINE, ABOUT 3 FEET BELOW LEVEL OF
 FF0231'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH BELOW
 FF0231'SURFACE OF GROUND.  NOTE-- THE ROD WAS HELD ON THE S OF SURVEY
 FF0231'OF CASTING ON DISK.
 FF0231'NOTE--LEANING SLIGHTLY TO THE NORTH.
 FF0231
 FF0231                          STATION RECOVERY (1975)
 FF0231
 FF0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FF0231'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0232 ***********************************************************************
 FF0232  DESIGNATION -  MOUNDS RM 2
 FF0232  PID         -  FF0232
 FF0232  STATE/COUNTY-  AR/CRITTENDEN
 FF0232  USGS QUAD   -  EDMONDSON (1981)
 FF0232
 FF0232                         *CURRENT SURVEY CONTROL
 FF0232  ___________________________________________________________________
 FF0232* NAD 83(1986)-  35 06 54.     (N)    090 15 54.     (W)     SCALED    
 FF0232* NAVD 88     -        64.022  (meters)     210.05   (feet)  ADJUSTED  
 FF0232  ___________________________________________________________________
 FF0232  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FF0232  DYNAMIC HT  -          63.964 (meters)     209.86  (feet)  COMP
 FF0232  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 FF0232
 FF0232  VERT ORDER  -  FIRST     CLASS II
 FF0232
 FF0232.The horizontal coordinates were scaled from a topographic map and have
 FF0232.an estimated accuracy of +/- 6 seconds.
 FF0232
 FF0232.The orthometric height was determined by differential leveling
 FF0232.and adjusted by the National Geodetic Survey in June 1991..
 FF0232.WARNING-Repeat measurements at this control monument indicate possible
 FF0232.vertical movement.
 FF0232
 FF0232.The geoid height was determined by GEOID03.
 FF0232
 FF0232.The dynamic height is computed by dividing the NAVD 88
 FF0232.geopotential number by the normal gravity value computed on the
 FF0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0232.degrees latitude (g = 980.6199 gals.).
 FF0232
 FF0232.The modeled gravity was interpolated from observed gravity values.
 FF0232
 FF0232;                    North         East    Units  Estimated Accuracy
 FF0232;SPC AR N     -    88,110.      558,150.      MT  (+/- 180 meters Scaled)
 FF0232
 FF0232                          SUPERSEDED SURVEY CONTROL
 FF0232
 FF0232  NGVD 29 (??/??/??)   63.989  (m)          209.94   (f) ADJUSTED    1 2
 FF0232
 FF0232.Superseded values are not recommended for survey control.
 FF0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0232.See file dsdata.txt to determine how the superseded data were derived.
 FF0232
 FF0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU492892(NAD 83)
 FF0232_MARKER: DR = REFERENCE MARK DISK
 FF0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0232_STAMPING: MOUNDS RM 2 1916 1920
 FF0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0232+STABILITY: SURFACE MOTION
 FF0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0232+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF0232
 FF0232  HISTORY     - Date     Condition        Report By
 FF0232  HISTORY     - 1935     MONUMENTED       CGS
 FF0232  HISTORY     - 1956     GOOD             CGS
 FF0232  HISTORY     - 1975     GOOD             NGS
 FF0232  HISTORY     - 20030326 GOOD             USACE
 FF0232
 FF0232                          STATION DESCRIPTION
 FF0232
 FF0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0232'2.7 MI E FROM EDMONDSON.
 FF0232'2.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0232'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0232'ABOUT 0.15 MILE EAST OF STATION SIGN AT MOUNDS, 17 1/2 FEET
 FF0232'SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK, 69 1/2 FEET
 FF0232'NORTHEAST OF MILEAGE POLE NO. 13/21, 67 FEET WEST-SOUTHWEST OF
 FF0232'MILEAGE POLE NO. 13/20, 92 FEET SOUTHWEST OF CENTER OF CROSSING
 FF0232'OF MAIN TRACK AND A ROAD LEADING NORTH TO A BRICK FARM HOUSE,
 FF0232'84.4 FEET EAST-NORTHEAST OF STATION MARK, ABOUT 3 1/2 FEET BELOW
 FF0232'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0232'3 INCHES.  NOTE-- THE ROD WAS HELD ON THE 1916 1920 OF STAMPING.
 FF0232
 FF0232                          STATION RECOVERY (1975)
 FF0232
 FF0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FF0232'RECOVERED IN GOOD CONDITION.
 FF0232
 FF0232                          STATION RECOVERY (2003)
 FF0232
 FF0232'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2036 ***********************************************************************
 EJ2036  DESIGNATION -  MOUNT IDA MUNICIPAL TANK
 EJ2036  PID         -  EJ2036
 EJ2036  STATE/COUNTY-  AR/MONTGOMERY
 EJ2036  USGS QUAD   -  MOUNT IDA (1986)
 EJ2036
 EJ2036                         *CURRENT SURVEY CONTROL
 EJ2036  ___________________________________________________________________
 EJ2036* NAD 83(1997)-  34 33 17.80348(N)    093 38 14.29989(W)     ADJUSTED  
 EJ2036* NAVD 88     -                                                        
 EJ2036  ___________________________________________________________________
 EJ2036  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 EJ2036  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EJ2036
 EJ2036  HORZ ORDER  -  THIRD
 EJ2036
 EJ2036.The horizontal coordinates were established by classical geodetic methods
 EJ2036.and adjusted by the National Geodetic Survey in September 1999..
 EJ2036
 EJ2036
 EJ2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2036
 EJ2036.The geoid height was determined by GEOID03.
 EJ2036
 EJ2036;                    North         East     Units Scale Factor Converg.
 EJ2036;SPC AR S     -   610,638.862   249,741.088   MT  0.99995963   -0 54 59.0
 EJ2036;SPC AR S     - 2,003,404.33    819,358.89   sFT  0.99995963   -0 54 59.0
 EJ2036;UTM  15      - 3,823,874.455   441,531.263   MT  0.99964214   -0 21 41.4
 EJ2036
 EJ2036                          SUPERSEDED SURVEY CONTROL
 EJ2036
 EJ2036  NAD 83(1997)-  34 33 17.81133(N)    093 38 14.29534(W) AD(       ) 4
 EJ2036  NAD 83(1986)-  34 33 17.81295(N)    093 38 14.29338(W) AD(       ) 4
 EJ2036  NAD 27      -  34 33 17.44700(N)    093 38 13.61800(W) AD(       ) 3
 EJ2036
 EJ2036.Superseded values are not recommended for survey control.
 EJ2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2036.See file dsdata.txt to determine how the superseded data were derived.
 EJ2036
 EJ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4153123874(NAD 83)
 EJ2036_MARKER: 51 = TANK
 EJ2036
 EJ2036  HISTORY     - Date     Condition        Report By
 EJ2036  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ2036  HISTORY     - 1987     GOOD             USPSQD
 EJ2036
 EJ2036                          STATION DESCRIPTION
 EJ2036
 EJ2036'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1796 ***********************************************************************
 FG1796  DESIGNATION -  MOUNT JUDEA
 FG1796  PID         -  FG1796
 FG1796  STATE/COUNTY-  AR/NEWTON
 FG1796  USGS QUAD   -  MT JUDEA (1980)
 FG1796
 FG1796                         *CURRENT SURVEY CONTROL
 FG1796  ___________________________________________________________________
 FG1796* NAD 83(1997)-  35 52 44.32428(N)    093 02 42.22559(W)     ADJUSTED  
 FG1796* NAVD 88     -       614.     (meters)    2014.     (feet)  SCALED    
 FG1796  ___________________________________________________________________
 FG1796  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FG1796  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG1796
 FG1796  HORZ ORDER  -  SECOND
 FG1796
 FG1796.The horizontal coordinates were established by classical geodetic methods
 FG1796.and adjusted by the National Geodetic Survey in September 1999..
 FG1796
 FG1796.The orthometric height was scaled from a topographic map.
 FG1796
 FG1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1796
 FG1796.The geoid height was determined by GEOID03.
 FG1796
 FG1796;                    North         East     Units Scale Factor Converg.
 FG1796;SPC AR N     -   171,978.728   305,636.113   MT  0.99994912   -0 36 29.2
 FG1796;SPC AR N     -   564,233.54  1,002,741.15   sFT  0.99994912   -0 36 29.2
 FG1796;UTM  15      - 3,970,526.525   495,932.413   MT  0.99960020   -0 01 35.1
 FG1796
 FG1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1796!SPC AR N     -   0.99990803  x   0.99994912  =   0.99985716
 FG1796!UTM  15      -   0.99990803  x   0.99960020  =   0.99950827
 FG1796
 FG1796:                Primary Azimuth Mark                     Grid Az
 FG1796:SPC AR N     -  BOAT RM 3                                003 16 02.7
 FG1796:UTM  15      -  BOAT RM 3                                002 41 08.6
 FG1796
 FG1796|---------------------------------------------------------------------|
 FG1796| PID    Reference Object                     Distance      Geod. Az  |
 FG1796|                                                           dddmmss.s |
 FG1796| GF0809 BOAT RM 3                           APPROX.25.8 KM 0023933.5 |
 FG1796| FG1795 HORN                                APPROX. 9.6 KM 0740028.1 |
 FG1796| CI2571 MOUNT JUDEA RM 1                     19.047 METERS 07405     |
 FG1796| FG1794 ROUND HILL LOOKOUT TOWER            APPROX.10.4 KM 1132901.4 |
 FG1796| FG1799 DEER LOT                            APPROX.14.8 KM 2583937.0 |
 FG1796| FG1797 MOUNT JUDEA LOOKOUT TOWER            19.375 METERS 31422     |
 FG1796| CI2572 MOUNT JUDEA RM 2                     18.437 METERS 33021     |
 FG1796|---------------------------------------------------------------------|
 FG1796
 FG1796                          SUPERSEDED SURVEY CONTROL
 FG1796
 FG1796  NAD 83(1986)-  35 52 44.33567(N)    093 02 42.22737(W) AD(       ) 2
 FG1796  NAD 27      -  35 52 44.05600(N)    093 02 41.60500(W) AD(       ) 2
 FG1796
 FG1796.Superseded values are not recommended for survey control.
 FG1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1796.See file dsdata.txt to determine how the superseded data were derived.
 FG1796
 FG1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9593270527(NAD 83)
 FG1796_MARKER: DS = TRIANGULATION STATION DISK
 FG1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1796
 FG1796  HISTORY     - Date     Condition        Report By
 FG1796  HISTORY     - 1953     MONUMENTED       CGS
 FG1796  HISTORY     - 1972     GOOD             NGS
 FG1796
 FG1796                          STATION DESCRIPTION
 FG1796
 FG1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1796'THE STATION IS IN SEC. 7, T 14 N, R 19 W, 3 MILES SOUTH OF
 FG1796'MOUNT JUDEA, 63.57 FEET SOUTHEAST OF THE CENTER OF THE MOUNT
 FG1796'JUDEA LOOKOUT TOWER, 54 FEET SOUTH OF THE DRIVEWAY, 21 FEET
 FG1796'SOUTHEAST OF A TRACK ROAD AND 9 FEET NORTH OF A ROUND-WITNESS
 FG1796'POST
 FG1796'
 FG1796'TO REACH THE STATION FROM THE POST OFFICE IN MOUNT JUDEA GO
 FG1796'EASTERLY ON STATE HIGHWAY 123 FOR 0.1 MILE TO A FORK, BEAR
 FG1796'RIGHT, EASTERLY, AND CONTINUE ON THE HIGHWAY FOR 4.5 MILES
 FG1796'TO THE MOUNT JUDEA LOOKOUT TOWER AND THE STATION MARK ON THE
 FG1796'RIGHT AS DESCRIBED.
 FG1796'
 FG1796'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FG1796'MOUNT JUDEA 1953.
 FG1796'
 FG1796'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE DRIVEWAY AND 48
 FG1796'FEET EAST OF THE HIGHWAY.  THE MARK PROJECTS 3 INCHES AND THE
 FG1796'DISK IS STAMPED MOUNT JUDEA NO 1 1953.
 FG1796'
 FG1796'REFERENCE MARK NO. 2 IS 4 FEET SOUTHEAST OF THE NORTHEAST
 FG1796'LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND THE
 FG1796'DISK IS STAMPED MOUNT JUDEA NO 2 1953.
 FG1796'
 FG1796'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1796
 FG1796                          STATION RECOVERY (1972)
 FG1796
 FG1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1796'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 FG1796'FOUND IN GOOD CONDITION.  THE DISTANCES TO THE MARKS WERE
 FG1796'VERIFIED.  THE ANGLE BETWEEN THE REFERENCE MARKS IS 5 MINUTES
 FG1796'LARGER THAN THE PREVIOUS ANGLE.  THE CENTER OF THE LOOKOUT
 FG1796'TOWER WAS NOT RE-DETERMINED THIS DATE, THE PREVIOUS MEASUREMENT
 FG1796'IS CONSIDERED GOOD, A ONE POINTING CHECK OF THE DIRECTION
 FG1796'WAS MADE.
 FG1796'
 FG1796'THE GENERAL DESCRIPTION AND THE DESCRIPTION OF THE ROUTE TO REACH
 FG1796'THE STATION ARE ADEQUATE.  FOLLOWING ARE ADDITIONAL MEASUREMENTS
 FG1796'FOLLOWING ARE ADDITIONAL MEASUREMENT TO THE MARKS FOR AN ADEQUATE
 FG1796'RECOVERY.
 FG1796'
 FG1796'THE STATION MARK IS 48.5 FEET SOUTHEAST OF THE SOUTHEAST
 FG1796'LEG OF THE LOOKOUT TOWER, 24 FEET EAST OF THE CENTER OF A
 FG1796'TRACK ROAD, 20 FEET NORTHWEST OF A 16-INCH PINE TREE AND 2
 FG1796'FEET NORTH OF A METAL WITNESS POST.
 FG1796'
 FG1796'REFERENCE MARK 1 IS 46 FEET WEST OF THE CENTER OF A GRAVELED
 FG1796'ROAD, 19 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE
 FG1796'LOOKOUT TOWER AND IN A TIMBERED AREA.
 FG1796'
 FG1796'REFERENCE MARK 2 IS FLUSH WITH THE GROUND SURFACE AND 4.5
 FG1796'FEET SOUTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.
 FG1796'
 FG1796'NOTE- UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS, DUE TO
 FG1796'PINE TREES ON LINE.
 FG1796'
 FG1796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES SOUTH
 FG1796'OF MOUNT JUDEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1797 ***********************************************************************
 FG1797  DESIGNATION -  MOUNT JUDEA LOOKOUT TOWER
 FG1797  PID         -  FG1797
 FG1797  STATE/COUNTY-  AR/NEWTON
 FG1797  USGS QUAD   -  MT JUDEA (1980)
 FG1797
 FG1797                         *CURRENT SURVEY CONTROL
 FG1797  ___________________________________________________________________
 FG1797* NAD 83(1997)-  35 52 44.76389(N)    093 02 42.77772(W)     ADJUSTED  
 FG1797* NAVD 88     -                                                        
 FG1797  ___________________________________________________________________
 FG1797  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FG1797  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG1797
 FG1797  HORZ ORDER  -  THIRD
 FG1797
 FG1797.The horizontal coordinates were established by classical geodetic methods
 FG1797.and adjusted by the National Geodetic Survey in September 1999..
 FG1797
 FG1797
 FG1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1797
 FG1797.The geoid height was determined by GEOID03.
 FG1797
 FG1797;                    North         East     Units Scale Factor Converg.
 FG1797;SPC AR N     -   171,992.423   305,622.409   MT  0.99994914   -0 36 29.6
 FG1797;SPC AR N     -   564,278.47  1,002,696.19   sFT  0.99994914   -0 36 29.6
 FG1797;UTM  15      - 3,970,540.075   495,918.575   MT  0.99960021   -0 01 35.4
 FG1797
 FG1797                          SUPERSEDED SURVEY CONTROL
 FG1797
 FG1797  NAD 83(1986)-  35 52 44.77528(N)    093 02 42.77951(W) AD(       ) 4
 FG1797  NAD 27      -  35 52 44.49600(N)    093 02 42.15700(W) AD(       ) 3
 FG1797
 FG1797.Superseded values are not recommended for survey control.
 FG1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1797.See file dsdata.txt to determine how the superseded data were derived.
 FG1797
 FG1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9591970540(NAD 83)
 FG1797_MARKER: 57 = LOOKOUT TOWER
 FG1797
 FG1797  HISTORY     - Date     Condition        Report By
 FG1797  HISTORY     - 1953     FIRST OBSERVED   CGS
 FG1797
 FG1797                          STATION DESCRIPTION
 FG1797
 FG1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1797'THE STATION IS A FOUR LEGGED STEEL TOWER ABOUT 100 FEET HIGH
 FG1797'AND HAS A 10 FOOT SQUARE HOUSE ON THE TOP.
 FG1797'
 FG1797'THE POINT INTERSECTED WAS THE CENTER OF THE BASE OF THE TOWER.
 FG1797'
 FG1797'THE CENTER OF THE BASE IS 63.57 FEET, 19.375 METERS NORTHWEST
 FG1797'OF TRIANGULATION STATION MOUNT JUDEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1866 ***********************************************************************
 DI1866  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1866  DESIGNATION -  MOUNTAIN HOME CORS ARP
 DI1866  CORS_ID     -  ARMH
 DI1866  PID         -  DI1866
 DI1866  STATE/COUNTY-  AR/BAXTER
 DI1866  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 DI1866
 DI1866                         *CURRENT SURVEY CONTROL
 DI1866  ___________________________________________________________________
 DI1866* NAD 83(CORS)-  36 21 10.08042(N)    092 22 56.42072(W)     ADJUSTED  
 DI1866* NAVD 88     -                                                        
 DI1866  ___________________________________________________________________
 DI1866  EPOCH DATE  -        2002.00
 DI1866  X           -    -213,785.899 (meters)                     COMP
 DI1866  Y           -  -5,138,634.545 (meters)                     COMP
 DI1866  Z           -   3,759,930.486 (meters)                     COMP
 DI1866  ELLIP HEIGHT-         234.26  (meters)          (10/??/06) GPS OBS
 DI1866  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DI1866
 DI1866  HORZ ORDER  -  SPECIAL (CORS)
 DI1866  ELLP ORDER  -  SPECIAL (CORS)
 DI1866
 DI1866.ITRF positions are available for this station.
 DI1866.The coordinates were established by GPS observations
 DI1866.and adjusted by the National Geodetic Survey in October 2006..
 DI1866.The coordinates are valid at the epoch date displayed above.
 DI1866.The epoch date for horizontal control is a decimal equivalence
 DI1866.of Year/Month/Day.
 DI1866
 DI1866
 DI1866.The PID for the CORS L1 Phase Center is DI1867.
 DI1866
 DI1866.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1866
 DI1866.The ellipsoidal height was determined by GPS observations
 DI1866.and is referenced to NAD 83.
 DI1866
 DI1866.The geoid height was determined by GEOID03.
 DI1866
 DI1866;                    North         East     Units Scale Factor Converg.
 DI1866;SPC AR N     -   224,119.362   365,680.298   MT  1.00002580   -0 13 20.9
 DI1866;SPC AR N     -   735,298.27  1,199,736.11   sFT  1.00002580   -0 13 20.9
 DI1866
 DI1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1866!SPC AR N     -   0.99996324  x   1.00002580  =   0.99998903
 DI1866
 DI1866                          SUPERSEDED SURVEY CONTROL
 DI1866
 DI1866.No superseded survey control is available for this station.
 DI1866
 DI1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA5542023257(NAD 83)
 DI1866_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1866
 DI1866                          STATION DESCRIPTION
 DI1866
 DI1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1866'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1866'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1866'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1866'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1866'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1867 ***********************************************************************
 DI1867  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1867  DESIGNATION -  MOUNTAIN HOME CORS L1 PHASE CENTER
 DI1867  CORS_ID     -  ARMH
 DI1867  PID         -  DI1867
 DI1867  STATE/COUNTY-  AR/BAXTER
 DI1867  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 DI1867
 DI1867                         *CURRENT SURVEY CONTROL
 DI1867  ___________________________________________________________________
 DI1867* NAD 83(CORS)-  36 21 10.08043(N)    092 22 56.42070(W)     ADJUSTED  
 DI1867* NAVD 88     -                                                        
 DI1867  ___________________________________________________________________
 DI1867  EPOCH DATE  -        2002.00
 DI1867  X           -    -213,785.901 (meters)                     COMP
 DI1867  Y           -  -5,138,634.602 (meters)                     COMP
 DI1867  Z           -   3,759,930.528 (meters)                     COMP
 DI1867  ELLIP HEIGHT-         234.33  (meters)          (10/??/06) GPS OBS
 DI1867  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DI1867
 DI1867  HORZ ORDER  -  SPECIAL (CORS)
 DI1867  ELLP ORDER  -  SPECIAL (CORS)
 DI1867
 DI1867.ITRF positions are available for this station.
 DI1867.The coordinates were established by GPS observations
 DI1867.and adjusted by the National Geodetic Survey in October 2006..
 DI1867.The coordinates are valid at the epoch date displayed above.
 DI1867.The epoch date for horizontal control is a decimal equivalence
 DI1867.of Year/Month/Day.
 DI1867
 DI1867
 DI1867.The PID for the CORS ARP is DI1866.
 DI1867
 DI1867.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1867
 DI1867.The ellipsoidal height was determined by GPS observations
 DI1867.and is referenced to NAD 83.
 DI1867
 DI1867.The geoid height was determined by GEOID03.
 DI1867
 DI1867;                    North         East     Units Scale Factor Converg.
 DI1867;SPC AR N     -   224,119.362   365,680.298   MT  1.00002580   -0 13 20.9
 DI1867;SPC AR N     -   735,298.27  1,199,736.11   sFT  1.00002580   -0 13 20.9
 DI1867
 DI1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1867!SPC AR N     -   0.99996322  x   1.00002580  =   0.99998902
 DI1867
 DI1867                          SUPERSEDED SURVEY CONTROL
 DI1867
 DI1867.No superseded survey control is available for this station.
 DI1867
 DI1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA5542023257(NAD 83)
 DI1867_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1867
 DI1867                          STATION DESCRIPTION
 DI1867
 DI1867'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1867'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1867'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1867'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1867'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1867'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0949 ***********************************************************************
 FH0949  DESIGNATION -  MOUNTAINBURG
 FH0949  PID         -  FH0949
 FH0949  STATE/COUNTY-  AR/CRAWFORD
 FH0949  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0949
 FH0949                         *CURRENT SURVEY CONTROL
 FH0949  ___________________________________________________________________
 FH0949* NAD 83(1997)-  35 37 30.05496(N)    094 10 35.76700(W)     ADJUSTED  
 FH0949* NAVD 88     -       215.949  (meters)     708.49   (feet)  ADJUSTED  
 FH0949  ___________________________________________________________________
 FH0949  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 FH0949  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FH0949  DYNAMIC HT  -         215.751 (meters)     707.84  (feet)  COMP
 FH0949  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 FH0949
 FH0949  HORZ ORDER  -  SECOND
 FH0949  VERT ORDER  -  FIRST     CLASS II
 FH0949
 FH0949.The horizontal coordinates were established by classical geodetic methods
 FH0949.and adjusted by the National Geodetic Survey in September 1999..
 FH0949
 FH0949.The orthometric height was determined by differential leveling
 FH0949.and adjusted by the National Geodetic Survey in June 1991..
 FH0949
 FH0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0949
 FH0949.The geoid height was determined by GEOID03.
 FH0949
 FH0949.The dynamic height is computed by dividing the NAVD 88
 FH0949.geopotential number by the normal gravity value computed on the
 FH0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0949.degrees latitude (g = 980.6199 gals.).
 FH0949
 FH0949.The modeled gravity was interpolated from observed gravity values.
 FH0949
 FH0949;                    North         East     Units Scale Factor Converg.
 FH0949;SPC AR N     -   145,480.337   202,853.325   MT  0.99993619   -1 15 59.6
 FH0949;SPC AR N     -   477,296.74    665,527.95   sFT  0.99993619   -1 15 59.6
 FH0949;UTM  15      - 3,942,995.748   393,453.488   MT  0.99973989   -0 41 07.5
 FH0949
 FH0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0949!SPC AR N     -   0.99997063  x   0.99993619  =   0.99990682
 FH0949!UTM  15      -   0.99997063  x   0.99973989  =   0.99971053
 FH0949
 FH0949:                Primary Azimuth Mark                     Grid Az
 FH0949:SPC AR N     -  MOUNTAINBURG AZ MK                       245 52 31.3
 FH0949:UTM  15      -  MOUNTAINBURG AZ MK                       245 17 39.2
 FH0949
 FH0949|---------------------------------------------------------------------|
 FH0949| PID    Reference Object                     Distance      Geod. Az  |
 FH0949|                                                           dddmmss.s |
 FH0949| CI2578 MOUNTAINBURG AZ MK                                 2443631.7 |
 FH0949| FH0950 MOUNTAINBURG RM 1                    20.140 METERS 24445     |
 FH0949| CI2579 MOUNTAINBURG RM 2                    18.258 METERS 31714     |
 FH0949|---------------------------------------------------------------------|
 FH0949
 FH0949                          SUPERSEDED SURVEY CONTROL
 FH0949
 FH0949  NAD 83(1997)-  35 37 30.06441(N)    094 10 35.76575(W) AD(       ) 2
 FH0949  NAD 83(1986)-  35 37 30.06248(N)    094 10 35.76075(W) AD(       ) 2
 FH0949  NAD 27      -  35 37 29.75930(N)    094 10 35.02104(W) AD(       ) 2
 FH0949  NGVD 29 (10/05/93)  215.820  (m)          708.07   (f) ADJUSTED    1 2
 FH0949
 FH0949.Superseded values are not recommended for survey control.
 FH0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0949.See file dsdata.txt to determine how the superseded data were derived.
 FH0949
 FH0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9345342996(NAD 83)
 FH0949_MARKER: DS = TRIANGULATION STATION DISK
 FH0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0949_SP_SET: CONCRETE POST
 FH0949_STAMPING: MOUNTAINBURG 1971
 FH0949_MARK LOGO: CGS   
 FH0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0949+STABILITY: SURFACE MOTION
 FH0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0949+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 FH0949
 FH0949  HISTORY     - Date     Condition        Report By
 FH0949  HISTORY     - 1971     MONUMENTED       NGS
 FH0949  HISTORY     - 1971     GOOD             NGS
 FH0949  HISTORY     - 1986     GOOD             ARHD
 FH0949  HISTORY     - 1989     GOOD             USPSQD
 FH0949  HISTORY     - 19891121 GOOD             NGS
 FH0949  HISTORY     - 20050115 GOOD             GEOCAC
 FH0949
 FH0949                          STATION DESCRIPTION
 FH0949
 FH0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0949'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH AND 7 MILES WEST OF
 FH0949'MULBERRY, 4 MILES SOUTH OF CHESTER, 1/4 MILE SOUTH AND 1/4 MILE WEST
 FH0949'OF MOUNTAINBURG, IN SOUTHWEST 1/4 OF SECTION 15, R. 30W., T. 11 N.,
 FH0949'AND ON HIGHWAY RIGHT-OF-WAY PROPERTY OWNED BY THE STATE OF
 FH0949'ARKANSAS.
 FH0949'
 FH0949'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAINBURG, GO SOUTH
 FH0949'ON U. S. HIGHWAY 71 FOR 0.2 MILE TO STATE HIGHWAY 282 ON RIGHT.
 FH0949'TURN RIGHT AND GO WEST ON STATE HIGHWAY 282 FOR 0.3 MILE TO THE
 FH0949'RAILROAD CROSSING AND THE STATION ON LEFT.
 FH0949'
 FH0949'THE STATION MARK IS A STANDARD DISK STAMPED MOUNTAINBURG 1971.  THE
 FH0949'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FH0949'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 FH0949'IT IS 90.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 29.5
 FH0949'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 282, 26 FEET EAST OF A
 FH0949'CONCRETE POST WITH THE NUMBER 24, 5.5 FEET EAST OF POWER LINE POLE
 FH0949'NUMBER 610-4 AND 3 FEET NORTH OF A WIRE FENCE.  THE UNDERGROUND MARK,
 FH0949'A STANDARD DISK STAMPED MOUNTAINBURG 1971 IS SET 38-INCHES BELOW
 FH0949'THE SURFACE OF THE GROUND.
 FH0949'
 FH0949'REFERENCE MARK 1, A STANDARD DISK STAMPED MOUNTAINBURG NO 1 1971, IS
 FH0949'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FH0949'SET FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET EAST OF THE EAST
 FH0949'RAIL OF THE RAILROAD TRACKS, 30 FEET SOUTHEAST OF THE RAILROAD
 FH0949'CROSSING SIGN, 3 FEET WEST OF A WIRE FENCE AND THE MARK IS ABOUT
 FH0949'THE SAME ELEVATION AS THE STATION.
 FH0949'
 FH0949'REFERENCE MARK 2, A STANDARD DISK STAMPED MOUNTAINBURG NO 2 1971, IS
 FH0949'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FH0949'SET FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET EAST OF THE EAST
 FH0949'RAIL OF THE RAILROAD TRACKS, 34 FEET WEST OF THE CENTER OF A ROAD
 FH0949'LEADING NORTH, 14 FEET NORTH OF THE CENTER OF STATE HIGHWAY 282 AND
 FH0949'THE MARK IS 2.5 FEET HIGHER IN ELEVATION THAN THE STATION.
 FH0949'
 FH0949'AZIMUTH MARK, A STANDARD DISK STAMPED MOUNTAINBURG 1971, IS SET IN
 FH0949'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 FH0949'INCHES ABOVE THE GROUND SURFACE.  IT IS 146 FEET SOUTHWEST OF A
 FH0949'POWER LINE POLE, 28 FEET NORTH OF AN 18-INCH OAK TREE, 24.5 FEET
 FH0949'WEST OF THE CENTER OF STATE HIGHWAY 282, 2.4 FEET SOUTHWEST OF A
 FH0949'METAL WITNESS POST AND THE MARK IS ON THE ROAD RIGHT-OF-WAY.
 FH0949'
 FH0949'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND SOUTH ON
 FH0949'STATE HIGHWAY 282 FOR 0.55 MILE TO MARK ON RIGHT.
 FH0949'
 FH0949'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 FH0949
 FH0949                          STATION RECOVERY (1971)
 FH0949
 FH0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FH0949'RECOVERED IN GOOD CONDITION.
 FH0949
 FH0949                          STATION RECOVERY (1986)
 FH0949
 FH0949'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1986 (DKC)
 FH0949'RECOVERED IN GOOD CONDITION.
 FH0949
 FH0949                          STATION RECOVERY (1989)
 FH0949
 FH0949'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 FH0949'RECOVERED IN GOOD CONDITION.
 FH0949
 FH0949                          STATION RECOVERY (1989)
 FH0949
 FH0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0949'0.4 KM (0.25 MI) WESTERLY ALONG STATE HIGHWAY 282 FROM THE JUNCTION
 FH0949'OF U.S. HIGHWAY 71 IN MOUNTAINBURG, 27.1 M (88.9 FT) EAST OF THE
 FH0949'NEAR RAIL OF THE ARKANSAS AND MISSOURI RAILROAD, 7.6 M (24.9 FT)
 FH0949'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.0 M (6.6 FT) EAST OF
 FH0949'UTILITY POLE NUMBER 6104, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 FH0949'LEVEL WITH THE HIGHWAY AND IN A CONCRETE MONUMENT THAT PROJECTS 0.2 M
 FH0949'(0.7 FT) ABOVE THE GROUND SURFACE.
 FH0949
 FH0949                          STATION RECOVERY (2005)
 FH0949
 FH0949'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FH0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0950 ***********************************************************************
 FH0950  DESIGNATION -  MOUNTAINBURG RM 1
 FH0950  PID         -  FH0950
 FH0950  STATE/COUNTY-  AR/CRAWFORD
 FH0950  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0950
 FH0950                         *CURRENT SURVEY CONTROL
 FH0950  ___________________________________________________________________
 FH0950* NAD 83(1997)-  35 37 29.77618(N)    094 10 36.49088(W)     ADJUSTED  
 FH0950* NAVD 88     -       215.6    (meters)     707.     (feet)  VERTCON   
 FH0950  ___________________________________________________________________
 FH0950  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 FH0950  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FH0950
 FH0950  HORZ ORDER  -  SECOND
 FH0950
 FH0950.The horizontal coordinates were established by classical geodetic methods
 FH0950.and adjusted by the National Geodetic Survey in September 1999..
 FH0950
 FH0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0950
 FH0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0950
 FH0950.The geoid height was determined by GEOID03.
 FH0950
 FH0950;                    North         East     Units Scale Factor Converg.
 FH0950;SPC AR N     -   145,472.151   202,834.926   MT  0.99993619   -1 16 00.0
 FH0950;SPC AR N     -   477,269.88    665,467.59   sFT  0.99993619   -1 16 00.0
 FH0950;UTM  15      - 3,942,987.376   393,435.176   MT  0.99973994   -0 41 07.9
 FH0950
 FH0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0950!SPC AR N     -   0.99997068  x   0.99993619  =   0.99990687
 FH0950!UTM  15      -   0.99997068  x   0.99973994  =   0.99971063
 FH0950
 FH0950:                Primary Azimuth Mark                     Grid Az
 FH0950:SPC AR N     -  LOVELL RM 3                              019 19 03.7
 FH0950:UTM  15      -  LOVELL RM 3                              018 44 11.6
 FH0950
 FH0950|---------------------------------------------------------------------|
 FH0950| PID    Reference Object                     Distance      Geod. Az  |
 FH0950|                                                           dddmmss.s |
 FH0950| FH0954 LOVELL RM 3                         APPROX. 8.9 KM 0180303.7 |
 FH0950| FH0949 MOUNTAINBURG                         20.140 METERS 06445     |
 FH0950|---------------------------------------------------------------------|
 FH0950
 FH0950                          SUPERSEDED SURVEY CONTROL
 FH0950
 FH0950  NAD 83(1997)-  35 37 29.78563(N)    094 10 36.48963(W) AD(       ) 2
 FH0950  NAD 83(1986)-  35 37 29.78370(N)    094 10 36.48463(W) AD(       ) 2
 FH0950  NAD 27      -  35 37 29.48051(N)    094 10 35.74490(W) AD(       ) 2
 FH0950  NGVD 29 (07/19/86)  215.5    (m)          707.     (f) VERT ANG       
 FH0950
 FH0950.Superseded values are not recommended for survey control.
 FH0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0950.See file dsdata.txt to determine how the superseded data were derived.
 FH0950
 FH0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9343542987(NAD 83)
 FH0950_MARKER: DR = REFERENCE MARK DISK
 FH0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0950+STABILITY: SURFACE MOTION
 FH0950
 FH0950  HISTORY     - Date     Condition        Report By
 FH0950  HISTORY     - 1971     MONUMENTED       NGS
 FH0950  HISTORY     - 1989     GOOD             USPSQD
 FH0950
 FH0950                          STATION DESCRIPTION
 FH0950
 FH0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FH0950'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAINBURG, GO SOUTH
 FH0950'ON U. S. HIGHWAY 71 FOR 0.2 MILE TO STATE HIGHWAY 282 ON RIGHT.
 FH0950'TURN RIGHT AND GO WEST ON STATE HIGHWAY 282 FOR APPROXIMATELY 0.3 MILE
 FH0950'TO THE RAILROAD CROSSING.
 FH0950'
 FH0950'THE STATION MARK, A STANDARD DISK STAMPED MOUNTAINBURG NO 1 1971, IS
 FH0950'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FH0950'SET FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET EAST OF THE EAST
 FH0950'RAIL OF THE RAILROAD TRACKS, 30 FEET SOUTHEAST OF THE RAILROAD
 FH0950'CROSSING SIGN, 3 FEET WEST OF A WIRE FENCE AND THE MARK IS ABOUT
 FH0950'THE SAME ELEVATION AS STATION MAOUNTAINBURG.
 FH0950
 FH0950                          STATION RECOVERY (1989)
 FH0950
 FH0950'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 FH0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2095 ***********************************************************************
 FF2095  DESIGNATION -  MOVE
 FF2095  PID         -  FF2095
 FF2095  STATE/COUNTY-  AR/CROSS
 FF2095  USGS QUAD   -  CHERRY VALLEY WEST (1984)
 FF2095
 FF2095                         *CURRENT SURVEY CONTROL
 FF2095  ___________________________________________________________________
 FF2095* NAD 83(1997)-  35 24 06.27335(N)    090 50 09.15458(W)     ADJUSTED  
 FF2095* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 FF2095  ___________________________________________________________________
 FF2095  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FF2095  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF2095
 FF2095  HORZ ORDER  -  SECOND
 FF2095
 FF2095.The horizontal coordinates were established by classical geodetic methods
 FF2095.and adjusted by the National Geodetic Survey in September 1999..
 FF2095
 FF2095.The orthometric height was scaled from a topographic map.
 FF2095
 FF2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2095
 FF2095.The geoid height was determined by GEOID03.
 FF2095
 FF2095;                    North         East     Units Scale Factor Converg.
 FF2095;SPC AR N     -   119,155.750   505,740.001   MT  0.99994098   +0 40 38.6
 FF2095;SPC AR N     -   390,930.16  1,659,248.65   sFT  0.99994098   +0 40 38.6
 FF2095;UTM  15      - 3,919,746.958   696,525.315   MT  1.00007598   +1 15 14.7
 FF2095
 FF2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2095!SPC AR N     -   0.99999300  x   0.99994098  =   0.99993398
 FF2095!UTM  15      -   0.99999300  x   1.00007598  =   1.00006898
 FF2095
 FF2095|---------------------------------------------------------------------|
 FF2095| PID    Reference Object                     Distance      Geod. Az  |
 FF2095|                                                           dddmmss.s |
 FF2095| CI4707 MOVE RM 1                            50.807 METERS 02430     |
 FF2095| FF2098 HICKORY RIDGE RICE GROWER ELEV      APPROX.14.6 KM 2690325.2 |
 FF2095| CI4706 MOVE AZ MK                                         2730058.1 |
 FF2095| FF2096 M 11 2                               22.576 METERS 28556     |
 FF2095|---------------------------------------------------------------------|
 FF2095
 FF2095                          SUPERSEDED SURVEY CONTROL
 FF2095
 FF2095  NAD 83(1997)-  35 24 06.27820(N)    090 50 09.15335(W) AD(       ) 2
 FF2095  NAD 83(1986)-  35 24 06.28517(N)    090 50 09.15390(W) AD(       ) 2
 FF2095  NAD 27      -  35 24 05.98220(N)    090 50 08.74160(W) AD(       ) 2
 FF2095
 FF2095.Superseded values are not recommended for survey control.
 FF2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2095.See file dsdata.txt to determine how the superseded data were derived.
 FF2095
 FF2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9652519747(NAD 83)
 FF2095_MARKER: DS = TRIANGULATION STATION DISK
 FF2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2095
 FF2095  HISTORY     - Date     Condition        Report By
 FF2095  HISTORY     - 1954     MONUMENTED       CGS
 FF2095
 FF2095                          STATION DESCRIPTION
 FF2095
 FF2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2095'THE STATION IS IN SECTION 24, T 9 N, R 2 E, ON LAND OWNED
 FF2095'BY MR. M.S. BROCKETT, ABOUT 13 MILES SOUTH-SOUTHWEST OF
 FF2095'HARRISBURG, 9.5 MILES EAST OF HICKORY RIDGE, 3.5 MILES WEST
 FF2095'OF CHERRY VALLEY, 84 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 FF2095'42, 33 FEET SOUTHWEST OF A TELEPHONE POLE, 29 FEET SOUTH
 FF2095'OF A FENCE LINE, AND 27 FEET SOUTH OF A WHITE 4 IN X 4 IN
 FF2095'WITNESS POST.
 FF2095'
 FF2095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FF2095'39 AND 42 IN HICKORY RIDGE, GO EASTERLY ON STATE HIGHWAY
 FF2095'42 (MACADAM AND GRAVELED) FOR 9.1 MILES TO THE AZIMUTH MARK
 FF2095'ON THE LEFT AS DESCRIBED BELOW, CONTINUE EASTERLY ON THE
 FF2095'HIGHWAY FOR 0.4 MILE TO THE STATION MARK ON THE RIGHT AS
 FF2095'DESCRIBED ABOVE.
 FF2095'
 FF2095'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 FF2095'AND THE DISK IS STAMPED MOVE 1954.
 FF2095'
 FF2095'REFERENCE MARK 1 IS 55 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FF2095'42 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL STORE BUILDING,
 FF2095'AND 6 FEET EAST OF A FENCE CORNER.  THE MARK PROJECTS 5 INCHES
 FF2095'AND THE DISK IS STAMPED MOVE NO 1 1954.
 FF2095'
 FF2095'M-11-2 (USED) WAS USE AS REFERENCE MARK 2.  IT IS A STANDARD
 FF2095'U.S. ENGINEER DEPARTMENT BENCH MARK DISK SET IN THE TOP OF
 FF2095'A 6-INCH CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE THE
 FF2095'SURFACE OF THE GROUND.  THE DISK IS STAMPED M-11-2.  THE
 FF2095'MARK IS 62 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 53 FEET
 FF2095'SOUTH-SOUTHEAST OF A TELEPHONE POLE, AND 9 FEET SOUTH OF A
 FF2095'WIRE FENCE.
 FF2095'
 FF2095'THE AZIMUTH MARK IS 63 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FF2095'8 FEET WEST OF THE CENTER OF A DRIVEWAY, 4 FEET SOUTH OF A
 FF2095'26-INCH OAK TREE AND 4 FEET SOUTH OF A WHITE 4 IN X 4 IN
 FF2095'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 FF2095'STAMPED MOVE 1954.
 FF2095'
 FF2095'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0661 ***********************************************************************
 GF0661  DESIGNATION -  MOZARK
 GF0661  PID         -  GF0661
 GF0661  STATE/COUNTY-  AR/BAXTER
 GF0661  USGS QUAD   -  GAMALIEL (1965)
 GF0661
 GF0661                         *CURRENT SURVEY CONTROL
 GF0661  ___________________________________________________________________
 GF0661* NAD 83(1997)-  36 29 52.46157(N)    092 11 59.84787(W)     ADJUSTED  
 GF0661* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 GF0661  ___________________________________________________________________
 GF0661  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 GF0661  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GF0661
 GF0661  HORZ ORDER  -  THIRD
 GF0661
 GF0661.The horizontal coordinates were established by classical geodetic methods
 GF0661.and adjusted by the National Geodetic Survey in September 1999..
 GF0661
 GF0661.The orthometric height was scaled from a topographic map.
 GF0661
 GF0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0661
 GF0661.The geoid height was determined by GEOID03.
 GF0661
 GF0661;                    North         East     Units Scale Factor Converg.
 GF0661;SPC AR N     -   240,173.577   382,083.967   MT  1.00006302   -0 06 58.9
 GF0661;SPC AR N     -   787,969.48  1,253,553.82   sFT  1.00006302   -0 06 58.9
 GF0661;SPC MO C     -    73,779.310   526,880.084   MT  0.99994223   +0 10 42.5
 GF0661;UTM  15      - 4,039,473.359   571,650.612   MT  0.99966325   +0 28 33.2
 GF0661
 GF0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0661!SPC AR N     -   0.99996209  x   1.00006302  =   1.00002510
 GF0661!SPC MO C     -   0.99996209  x   0.99994223  =   0.99990432
 GF0661!UTM  15      -   0.99996209  x   0.99966325  =   0.99962535
 GF0661
 GF0661|---------------------------------------------------------------------|
 GF0661| PID    Reference Object                     Distance      Geod. Az  |
 GF0661|                                                           dddmmss.s |
 GF0661| CI2586 MOZARK RM 2                          22.747 METERS 04047     |
 GF0661| CI2584 MOZARK AZ MK                                       0572255.3 |
 GF0661| CI2585 MOZARK RM 1                          17.200 METERS 28247     |
 GF0661|---------------------------------------------------------------------|
 GF0661
 GF0661                          SUPERSEDED SURVEY CONTROL
 GF0661
 GF0661  NAD 83(1986)-  36 29 52.47045(N)    092 11 59.84650(W) AD(       ) 3
 GF0661  NAD 27      -  36 29 52.24000(N)    092 11 59.27600(W) AD(       ) 3
 GF0661
 GF0661.Superseded values are not recommended for survey control.
 GF0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0661.See file dsdata.txt to determine how the superseded data were derived.
 GF0661
 GF0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7165139473(NAD 83)
 GF0661_MARKER: DS = TRIANGULATION STATION DISK
 GF0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0661
 GF0661  HISTORY     - Date     Condition        Report By
 GF0661  HISTORY     - 1953     MONUMENTED       CGS
 GF0661  HISTORY     - 1965     GOOD             CGS
 GF0661
 GF0661                          STATION DESCRIPTION
 GF0661
 GF0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0661'THE STATION IS LOCATED ABOUT 3-1/4 MILES WEST AND 1-3/4 MILES
 GF0661'SOUTH OF BAKERSFIELD, MISSOURI, ABOUT 75 YARDS SOUTH OF THE
 GF0661'MISSOURI-ARKANSAS STATE LINE, ON THE RIGHT-OF-WAY OF STATE
 GF0661'HIGHWAY 101.
 GF0661'
 GF0661'TO REACH THE STATION FROM BAKERSFIELD, MISSOURI FOLLOW STATE
 GF0661'HIGHWAY 101 WEST AND SOUTHWESTERLY FOR 4.35 MILES TO THE AZIMUTH
 GF0661'MARK AS DESCRIBED.  CONTINUE FOR 0.25 MILE TO THE STATE LINE
 GF0661'AND THE STATION.
 GF0661'
 GF0661'THE STATION IS 44 FEET NORTH OF STATE HIGHWAY 101, 42 FEET EAST
 GF0661'OF A FENCE LINE, AND 5 FEET NORTHWEST OF A 4 IN X 4 IN WITNESS POST.
 GF0661'THE MARK IS A STANDARD DISK STAMPED MOZARK 1953, AND PROJECTS
 GF0661'3 INCHES.
 GF0661'
 GF0661'REFERENCE MARK 1 IS 4 FEET SOUTH OF A T-FENCE INTERSECTION AND
 GF0661'1 FOOT EAST OF FENCE LINE.  THE MARK IS A STANDARD DISK STAMPED
 GF0661'MOZARK NO 1 1953, AND PROJECTS 4 INCHES.
 GF0661'
 GF0661'REFERENCE MARK 2 IS 44 FEET NORTH OF STATE HIGHWAY 101.  THE
 GF0661'MARK IS A STANDARD DISK STAMPED MOZARK NO 2 1953, AND PROJECTS
 GF0661'4 INCHES.
 GF0661'
 GF0661'THE AZIMUTH MARK IS 300 FEET NORTH OF A HOUSE, 2 FEET SOUTH OF
 GF0661'A WHITE 4 IN X 4 IN WITNESS POST, AND 1 FOOT WEST OF A FENCE.  THE
 GF0661'MARK IS A STANDARD DISK STAMPED MOZARK 1953, AND PROJECTS
 GF0661'8 INCHES.
 GF0661'
 GF0661'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GF0661
 GF0661                          STATION RECOVERY (1965)
 GF0661
 GF0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0661'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0661'CONDITION.  A METAL WITNESS POST WAS SET 1-1/2 FEET SOUTHWEST
 GF0661'OF THE STATION MARK.
 GF0661'
 GF0661'THE AZIMUTH MARK IS IN A FIELD TO NORTH OF A WHITE HOUSE, ABOUT
 GF0661'0.2 MILE NORTHEAST OF THE STATION, ABOUT 300 FEET NORTH OF
 GF0661'THE HIGHWAY, 225 FEET NORTH OF THE WHITE HOUSE, 12 FEET WEST
 GF0661'OF A FENCE CORNER AND 1-1/2 FEET SOUTHEAST OF A METAL WITNESS
 GF0661'POST.
 GF0661'
 GF0661'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM BAKERSFIELD,
 GF0661'MO., IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1450 ***********************************************************************
 EH1450  DESIGNATION -  MOZART
 EH1450  PID         -  EH1450
 EH1450  STATE/COUNTY-  AR/DESHA
 EH1450  USGS QUAD   -  SNOW LAKE (1967)
 EH1450
 EH1450                         *CURRENT SURVEY CONTROL
 EH1450  ___________________________________________________________________
 EH1450* NAD 83(1997)-  34 00 56.37125(N)    091 06 37.95062(W)     ADJUSTED  
 EH1450* NAVD 88     -        47.691  (meters)     156.47   (feet)  ADJUSTED  
 EH1450  ___________________________________________________________________
 EH1450  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 EH1450  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH1450  DYNAMIC HT  -          47.644 (meters)     156.31  (feet)  COMP
 EH1450  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 EH1450
 EH1450  HORZ ORDER  -  SECOND
 EH1450  VERT ORDER  -  FIRST     CLASS II
 EH1450
 EH1450.The horizontal coordinates were established by classical geodetic methods
 EH1450.and adjusted by the National Geodetic Survey in September 1999..
 EH1450
 EH1450.The orthometric height was determined by differential leveling
 EH1450.and adjusted by the National Geodetic Survey in June 1991..
 EH1450.WARNING-Repeat measurements at this control monument indicate possible
 EH1450.vertical movement.
 EH1450
 EH1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1450
 EH1450.The geoid height was determined by GEOID03.
 EH1450
 EH1450.The dynamic height is computed by dividing the NAVD 88
 EH1450.geopotential number by the normal gravity value computed on the
 EH1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1450.degrees latitude (g = 980.6199 gals.).
 EH1450
 EH1450.The modeled gravity was interpolated from observed gravity values.
 EH1450
 EH1450;                    North         East     Units Scale Factor Converg.
 EH1450;SPC AR S     -   549,976.435   482,149.593   MT  0.99991852   +0 29 52.2
 EH1450;SPC AR S     - 1,804,381.02  1,581,852.46   sFT  0.99991852   +0 29 52.2
 EH1450;SPC MS W     -   500,956.414   628,213.695   MT  1.00001350   -0 26 05.3
 EH1450;SPC MS W     - 1,643,554.50  2,061,064.43   sFT  1.00001350   -0 26 05.3
 EH1450;UTM  15      - 3,765,501.830   674,467.269   MT  0.99997524   +1 03 26.2
 EH1450
 EH1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1450!SPC AR S     -   0.99999667  x   0.99991852  =   0.99991519
 EH1450!SPC MS W     -   0.99999667  x   1.00001350  =   1.00001017
 EH1450!UTM  15      -   0.99999667  x   0.99997524  =   0.99997191
 EH1450
 EH1450:                Primary Azimuth Mark                     Grid Az
 EH1450:SPC AR S     -  FLOOD                                    032 12 37.8
 EH1450:SPC MS W     -  FLOOD                                    033 08 35.3
 EH1450:UTM  15      -  FLOOD                                    031 39 03.8
 EH1450
 EH1450|---------------------------------------------------------------------|
 EH1450| PID    Reference Object                     Distance      Geod. Az  |
 EH1450|                                                           dddmmss.s |
 EH1450| EH2638 FLOOD                               APPROX. 5.7 KM 0324230.0 |
 EH1450| EH1449 MOZART RM 1                          33.050 METERS 16522     |
 EH1450| EH2431 MOZART RM 2                          33.872 METERS 27807     |
 EH1450|---------------------------------------------------------------------|
 EH1450
 EH1450                          SUPERSEDED SURVEY CONTROL
 EH1450
 EH1450  NAD 83(1997)-  34 00 56.37412(N)    091 06 37.94855(W) AD(       ) 2
 EH1450  NAD 83(1986)-  34 00 56.37942(N)    091 06 37.94642(W) AD(       ) 2
 EH1450  NAD 27      -  34 00 56.00261(N)    091 06 37.54309(W) AD(       ) 2
 EH1450  NGVD 29 (??/??/??)   47.744  (m)          156.64   (f) ADJUSTED    1 2
 EH1450
 EH1450.Superseded values are not recommended for survey control.
 EH1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1450.See file dsdata.txt to determine how the superseded data were derived.
 EH1450
 EH1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7446765502(NAD 83)
 EH1450_MARKER: DS = TRIANGULATION STATION DISK
 EH1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1450_STAMPING: MOZART 1964
 EH1450_MARK LOGO: CGS   
 EH1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1450+STABILITY: SURFACE MOTION
 EH1450
 EH1450  HISTORY     - Date     Condition        Report By
 EH1450  HISTORY     - 1964     MONUMENTED       CGS
 EH1450  HISTORY     - 19710407 GOOD             USGS
 EH1450  HISTORY     - 1976     GOOD             NGS
 EH1450  HISTORY     - 1985     GOOD             NGS
 EH1450
 EH1450                          STATION DESCRIPTION
 EH1450
 EH1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH1450'THE STATION IS ABOUT 5-1/4 MILES WEST AND 3 MILES SOUTH OF
 EH1450'SNOW LAKE, JUST EAST OF THE MOZART SIDING, AT THE SITE OF
 EH1450'THE OLD ABANDONED MOZART LOGGING CAMP, AND ON PROPERTY OWNED
 EH1450'BY THE ALLEN COOPERAGE COMPANY, JACKSON, MISSISSIPPI.
 EH1450'
 EH1450'TO REACH THE STATION FROM THE CARRIE KING SCHOOL WHICH IS
 EH1450'0.4 MILE NORTH OF THE SNOW LAKE RAILROAD DEPOT, GO NORTH
 EH1450'ON A GRAVELED ROAD FOR 0.15 MILE TO A ROAD FORK.  TAKE THE
 EH1450'LEFT FORK AND GO WESTERLY ON A GRAVELED ROAD, ALONG THE
 EH1450'SOUTH SIDE OF A LEVEE FOR 1.35 MILES TO A WOODEN GATE ON
 EH1450'THE RIGHT.  CONTINUE WESTERLY ON THE GRAVELED ROAD, ALONG
 EH1450'THE SOUTH SIDE OF THE LEVEE FOR 0.55 MILE TO THE TOP OF
 EH1450'THE LEVEE.  CONTINUE STRAIGHT AHEAD, CROSSING A CATTLE GUARD,
 EH1450'AND GO WESTERLY ON THE TOP OF THE LEVEE ROAD FOR 0.95 MILE
 EH1450'TO A DIRT ROAD ON THE LEFT JUST AFTER CROSSING A CATTLE
 EH1450'GUARD.  TURN LEFT, LEAVING THE LEVEE ROAD AND GO SOUTHERLY
 EH1450'ON A WINDING DIRT ROAD FOR 2.2 MILES TO A RAILROAD
 EH1450'CROSSING.  CROSS THE RAILROAD TRACK, THEN BEAR SHARP RIGHT
 EH1450'AND GO WESTERLY ON A DIRT ROAD ALONG THE SOUTH SIDE OF THE
 EH1450'RAILROAD TRACK FOR 0.6 MILE TO A ROAD FORK JUST AFTER
 EH1450'CROSSING A WOODEN BRIDGE.  CONTINUE STRAIGHT AHEAD,
 EH1450'SOUTHWEST, ON A DIRT ROAD FOR 0.05 MILE TO A ROAD FORK AND
 EH1450'A WIRE GATE.  PASS THROUGH THE WIRE GATE, PASSING UNDER A
 EH1450'RAILROAD TRESTLE, THEN BEAR LEFT AND GO WESTERLY ON A
 EH1450'DIRT ROAD ALONG THE NORTH SIDE OF THE RAILROAD TRACK
 EH1450'FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE
 EH1450'GATE AND CONTINUE WESTERLY ON A DIRT ROAD FOR 1.4 MILES
 EH1450'TO A ROAD FORK.  TAKE THE LEFT FORK AND GO WESTERLY ON
 EH1450'A WOODS ROAD FOR 0.5 MILE TO A RAILROAD TRESTLE AND A ROAD
 EH1450'FORK.  BEAR RIGHT AND GO NORTHWEST ON A DIRT ROAD FOR 100
 EH1450'YARDS TO A LARGE CLEARING (ABANDONED MOZART LOGGING CAMP)
 EH1450'AND THE STATION.
 EH1450'
 EH1450'STATION MARKS ARE STANDARD DISKS STAMPED MOZART 1964.  THE
 EH1450'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH1450'PROJECTS 2 INCHES.  IT IS 137 FEET NORTH OF A BRICK FOUNDATION,
 EH1450'40 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 39 FEET WEST
 EH1450'OF A TRIANGULAR BLAZED 30 INCH OAK TREE, 38 FEET SOUTHEAST
 EH1450'OF A TRIANGULAR BLAZED 30 INCH OAK TREE, 1 FOOT NORTHEAST
 EH1450'OF A METAL WITNESS POST, AND IN THE APPROXIMATE CENTER OF
 EH1450'A TRIANGLE FORMED BY THE ROADS.  THE UNDERGROUND DISK IS
 EH1450'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 EH1450'SURFACE OF THE GROUND.
 EH1450'
 EH1450'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MOZART NO 1
 EH1450'1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH1450'WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET SOUTH OF THE
 EH1450'CENTERLINE OF A DIRT ROAD, 31 FEET NORTH OF THE NORTH EDGE
 EH1450'OF THE BRICK FOUNDATION, AND 1.5 FEET NORTH OF A METAL WITNESS
 EH1450'POST.
 EH1450'
 EH1450'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MOZART NO 2
 EH1450'1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EH1450'1 INCH.  IT IS 42 FEET WEST OF A TWIN TRUNKED OAK TREE AND
 EH1450'2 FEET EAST OF A METAL WITNESS POST.
 EH1450'
 EH1450'NOTE- NO AZIMUTH MARK WAS SET AT THIS STATION.
 EH1450'
 EH1450'REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE.
 EH1450'
 EH1450'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 EH1450
 EH1450                          STATION RECOVERY (1971)
 EH1450
 EH1450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 EH1450'RECOVERED IN GOOD CONDITION.
 EH1450
 EH1450                          STATION RECOVERY (1976)
 EH1450
 EH1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1450'6.0 MI SW FROM SNOW LAKE.
 EH1450'6.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1450'CROSSING AT SNOW LAKE, 261.5 FEET NORTH ALONG A DIRT ROAD FROM A
 EH1450'WOODEN RAILROAD BRIDGE AT MOZART, 41.5 FEET NORTHEAST OF THE
 EH1450'CENTERLINE OF THE DIRT ROAD LEADING NORTHWEST, 28 FEET WEST OF THE
 EH1450'CENTERLINE OF THE DIRT ROAD LEADING NORTH, 108.5 FEET NORTH OF MOZART
 EH1450'RM 1.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING +0 INCHES.
 EH1450'ABOUT LEVEL WITH DIRT ROAD 2 FEET NORTH OF A WITNESS POST.
 EH1450
 EH1450                          STATION RECOVERY (1985)
 EH1450
 EH1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1449 ***********************************************************************
 EH1449  DESIGNATION -  MOZART RM 1
 EH1449  PID         -  EH1449
 EH1449  STATE/COUNTY-  AR/DESHA
 EH1449  USGS QUAD   -  SNOW LAKE (1967)
 EH1449
 EH1449                         *CURRENT SURVEY CONTROL
 EH1449  ___________________________________________________________________
 EH1449* NAD 83(1986)-  34 00 56.     (N)    091 06 38.     (W)     SCALED    
 EH1449* NAVD 88     -        47.624  (meters)     156.25   (feet)  ADJUSTED  
 EH1449  ___________________________________________________________________
 EH1449  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH1449  DYNAMIC HT  -          47.577 (meters)     156.09  (feet)  COMP
 EH1449  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 EH1449
 EH1449  VERT ORDER  -  FIRST     CLASS II
 EH1449
 EH1449.The horizontal coordinates were scaled from a topographic map and have
 EH1449.an estimated accuracy of +/- 6 seconds.
 EH1449
 EH1449.The orthometric height was determined by differential leveling
 EH1449.and adjusted by the National Geodetic Survey in June 1991..
 EH1449.WARNING-Repeat measurements at this control monument indicate possible
 EH1449.vertical movement.
 EH1449
 EH1449.The geoid height was determined by GEOID03.
 EH1449
 EH1449.The dynamic height is computed by dividing the NAVD 88
 EH1449.geopotential number by the normal gravity value computed on the
 EH1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1449.degrees latitude (g = 980.6199 gals.).
 EH1449
 EH1449.The modeled gravity was interpolated from observed gravity values.
 EH1449
 EH1449;                    North         East    Units  Estimated Accuracy
 EH1449;SPC AR S     -   549,970.      482,150.      MT  (+/- 180 meters Scaled)
 EH1449
 EH1449                          SUPERSEDED SURVEY CONTROL
 EH1449
 EH1449  NGVD 29 (??/??/??)   47.677  (m)          156.42   (f) ADJUSTED    1 2
 EH1449
 EH1449.Superseded values are not recommended for survey control.
 EH1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1449.See file dsdata.txt to determine how the superseded data were derived.
 EH1449
 EH1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT744654(NAD 83)
 EH1449_MARKER: DR = REFERENCE MARK DISK
 EH1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1449_STAMPING: MOZART NO 1 1964
 EH1449_MARK LOGO: CGS   
 EH1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1449+STABILITY: SURFACE MOTION
 EH1449
 EH1449  HISTORY     - Date     Condition        Report By
 EH1449  HISTORY     - 1964     MONUMENTED       CGS
 EH1449  HISTORY     - 1976     GOOD             NGS
 EH1449  HISTORY     - 1985     GOOD             NGS
 EH1449
 EH1449                          STATION DESCRIPTION
 EH1449
 EH1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1449'6.0 MI SW FROM SNOW LAKE.
 EH1449'6.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1449'CROSSING AT SNOW LAKE, 153.0 FEET NORTH ALONG A DIRT ROAD FROM A
 EH1449'WOODEN RAILROAD BRIDGE AT MOZART, AT THE JUNCTION OF TWO DIRT ROADS,
 EH1449'45.5 FEET WEST OF THE CENTER OF THE JUNCTION, 33.5 FEET SOUTHWEST OF
 EH1449'THE CENTERLINE OF THE DIRT ROAD LEADING NORTHWEST, 108.5 FEET SOUTH OF
 EH1449'THE STATION MARK.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1449'+0 INCHES. ABOUT LEVEL WITH DIRT ROAD 2 FEET NORTH OF A WITNESS POST.
 EH1449
 EH1449                          STATION RECOVERY (1985)
 EH1449
 EH1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0927 ***********************************************************************
 EH0927  DESIGNATION -  MP 0+0
 EH0927  PID         -  EH0927
 EH0927  STATE/COUNTY-  AR/PHILLIPS
 EH0927  USGS QUAD   -  HELENA (1982)
 EH0927
 EH0927                         *CURRENT SURVEY CONTROL
 EH0927  ___________________________________________________________________
 EH0927* NAD 83(1986)-  34 31 24.     (N)    090 35 09.     (W)     SCALED    
 EH0927* NAVD 88     -        60.872  (meters)     199.71   (feet)  ADJUSTED  
 EH0927  ___________________________________________________________________
 EH0927  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0927  DYNAMIC HT  -          60.814 (meters)     199.52  (feet)  COMP
 EH0927  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EH0927
 EH0927  VERT ORDER  -  FIRST     CLASS II
 EH0927
 EH0927.The horizontal coordinates were scaled from a topographic map and have
 EH0927.an estimated accuracy of +/- 6 seconds.
 EH0927
 EH0927.The orthometric height was determined by differential leveling
 EH0927.and adjusted by the National Geodetic Survey in June 1991..
 EH0927
 EH0927.The geoid height was determined by GEOID03.
 EH0927
 EH0927.The dynamic height is computed by dividing the NAVD 88
 EH0927.geopotential number by the normal gravity value computed on the
 EH0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0927.degrees latitude (g = 980.6199 gals.).
 EH0927
 EH0927.The modeled gravity was interpolated from observed gravity values.
 EH0927
 EH0927;                    North         East    Units  Estimated Accuracy
 EH0927;SPC AR S     -   606,830.      529,830.      MT  (+/- 180 meters Scaled)
 EH0927
 EH0927                          SUPERSEDED SURVEY CONTROL
 EH0927
 EH0927  NGVD 29 (??/??/??)   60.915  (m)          199.85   (f) ADJUSTED    1 2
 EH0927
 EH0927.Superseded values are not recommended for survey control.
 EH0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0927.See file dsdata.txt to determine how the superseded data were derived.
 EH0927
 EH0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU215228(NAD 83)
 EH0927_MARKER: B = BOLT
 EH0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0927_SP_SET: MILE POST
 EH0927_STAMPING: M P 00+00 00+00
 EH0927_MARK LOGO: MPRR  
 EH0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0927
 EH0927  HISTORY     - Date     Condition        Report By
 EH0927  HISTORY     - UNK      MONUMENTED       MPRR
 EH0927  HISTORY     - 1956     GOOD             CGS
 EH0927  HISTORY     - 1976     GOOD             NGS
 EH0927  HISTORY     - 1985     POOR             NGS
 EH0927
 EH0927                          STATION DESCRIPTION
 EH0927
 EH0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0927'IN HELENA.
 EH0927'AT HELENA, 155.3 FEET EAST OF EAST CURB LINE OF CHERRY STREET, 1 FOOT
 EH0927'SOUTH OF EXTENDED SOUTH PROPERTY LINE OF PHILLIPS STREET, 134 1/2 FEET
 EH0927'SOUTHEAST OF SOUTHEAST CORNER OF FREIGHT STATION WHICH IS BUILT ON TO
 EH0927'THE SOUTH SIDE OF ILLINOIS CENTRAL RAILROAD BUILDING, 12.7 FEET WEST
 EH0927'OF WEST RAIL OF THE FIRST TRACK WEST OF THE TOP OF LEVEE AND IS A
 EH0927'COPPER BOLT ON TOP OF MILE POST PROJECTING 3 FEET.  A PLATE ON EAST
 EH0927'SIDE OF MILE POST IS STAMPED M P 00+00 00+00.
 EH0927
 EH0927                          STATION RECOVERY (1976)
 EH0927
 EH0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0927'RECOVERED IN GOOD CONDITION.
 EH0927
 EH0927                          STATION RECOVERY (1985)
 EH0927
 EH0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0927'RECOVERED IN POOR CONDITION.  NOTE, THE MILE POST WAS FOUND IN A
 EH0927'VERTICAL POSITION BUT FELL OVER WHEN TOUCHED, NOT FIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1389 ***********************************************************************
 DK1389  DESIGNATION -  MP 20
 DK1389  PID         -  DK1389
 DK1389  STATE/COUNTY-  AR/ASHLEY
 DK1389  USGS QUAD   -  SNYDER (1960)
 DK1389
 DK1389                         *CURRENT SURVEY CONTROL
 DK1389  ___________________________________________________________________
 DK1389* NAD 83(1986)-  33 17 55.     (N)    091 30 15.     (W)     SCALED    
 DK1389* NAVD 88     -        38.962  (meters)     127.83   (feet)  ADJUSTED  
 DK1389  ___________________________________________________________________
 DK1389  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DK1389  DYNAMIC HT  -          38.921 (meters)     127.69  (feet)  COMP
 DK1389  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 DK1389
 DK1389  VERT ORDER  -  SECOND    CLASS 0
 DK1389
 DK1389.The horizontal coordinates were scaled from a topographic map and have
 DK1389.an estimated accuracy of +/- 6 seconds.
 DK1389
 DK1389.The orthometric height was determined by differential leveling
 DK1389.and adjusted by the National Geodetic Survey in June 1991..
 DK1389
 DK1389.The geoid height was determined by GEOID03.
 DK1389
 DK1389.The dynamic height is computed by dividing the NAVD 88
 DK1389.geopotential number by the normal gravity value computed on the
 DK1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1389.degrees latitude (g = 980.6199 gals.).
 DK1389
 DK1389.The modeled gravity was interpolated from observed gravity values.
 DK1389
 DK1389;                    North         East    Units  Estimated Accuracy
 DK1389;SPC AR S     -   470,200.      446,180.      MT  (+/- 180 meters Scaled)
 DK1389
 DK1389                          SUPERSEDED SURVEY CONTROL
 DK1389
 DK1389  NGVD 29 (??/??/??)   39.061  (m)          128.15   (f) ADJUSTED    2 0
 DK1389
 DK1389.Superseded values are not recommended for survey control.
 DK1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1389.See file dsdata.txt to determine how the superseded data were derived.
 DK1389
 DK1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS392853(NAD 83)
 DK1389_MARKER: B = BOLT
 DK1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1389_SP_SET: MILEPOST
 DK1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1389
 DK1389  HISTORY     - Date     Condition        Report By
 DK1389  HISTORY     - UNK      MONUMENTED       MPRR
 DK1389  HISTORY     - 1934     GOOD             CGS
 DK1389
 DK1389                          STATION DESCRIPTION
 DK1389
 DK1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1389'0.5 MI W FROM MONTROSE.
 DK1389'1/2 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM MONTROSE,
 DK1389'ASHLEY COUNTY, AT POLE 444/7, AT MILEPOST 20, AND IN THE TOP OF THE
 DK1389'CONCRETE MILEPOST.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1119 ***********************************************************************
 FF1119  DESIGNATION -  MP 235
 FF1119  PID         -  FF1119
 FF1119  STATE/COUNTY-  AR/LAWRENCE
 FF1119  USGS QUAD   -  ALICIA (1980)
 FF1119
 FF1119                         *CURRENT SURVEY CONTROL
 FF1119  ___________________________________________________________________
 FF1119* NAD 83(1986)-  35 56 37.     (N)    091 02 58.     (W)     SCALED    
 FF1119* NAVD 88     -        78.91   (+/-2cm)     258.9    (feet)  VERTCON   
 FF1119  ___________________________________________________________________
 FF1119  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FF1119
 FF1119  VERT ORDER  -  ? (See Below)
 FF1119
 FF1119.The horizontal coordinates were scaled from a topographic map and have
 FF1119.an estimated accuracy of +/- 6 seconds.
 FF1119
 FF1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1119.The vertical order pertains to the NGVD 29 superseded value.
 FF1119
 FF1119.The geoid height was determined by GEOID03.
 FF1119
 FF1119;                    North         East    Units  Estimated Accuracy
 FF1119;SPC AR N     -   179,060.      485,760.      MT  (+/- 180 meters Scaled)
 FF1119
 FF1119                          SUPERSEDED SURVEY CONTROL
 FF1119
 FF1119  NGVD 29 (??/??/??)   78.824  (m)          258.61   (f) ADJUSTED    ?  
 FF1119
 FF1119.Superseded values are not recommended for survey control.
 FF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1119.See file dsdata.txt to determine how the superseded data were derived.
 FF1119
 FF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV759794(NAD 83)
 FF1119_MARKER: B = BOLT
 FF1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1119+STABILITY: SURFACE MOTION
 FF1119
 FF1119  HISTORY     - Date     Condition        Report By
 FF1119  HISTORY     - UNK      MONUMENTED       MPRR
 FF1119  HISTORY     - 1931     GOOD             CGS
 FF1119  HISTORY     - 1934     GOOD             CGS
 FF1119
 FF1119                          STATION DESCRIPTION
 FF1119
 FF1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1119'2.5 MI SW FROM MINTURN.
 FF1119'ABOUT 2-1/2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1119'FROM THE STATION AT MINTURN, LAWRENCE COUNTY, IN THE TOP OF
 FF1119'CONCRETE MILEPOST 235.  A COPPER BOLT.
 FF1119
 FF1119                          STATION RECOVERY (1934)
 FF1119
 FF1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0998 ***********************************************************************
 FF0998  DESIGNATION -  MP 245
 FF0998  PID         -  FF0998
 FF0998  STATE/COUNTY-  AR/JACKSON
 FF0998  USGS QUAD   -  SWIFTON WEST (1980)
 FF0998
 FF0998                         *CURRENT SURVEY CONTROL
 FF0998  ___________________________________________________________________
 FF0998* NAD 83(1986)-  35 49 07.     (N)    091 08 09.     (W)     SCALED    
 FF0998* NAVD 88     -        75.79   (+/-2cm)     248.7    (feet)  VERTCON   
 FF0998  ___________________________________________________________________
 FF0998  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF0998
 FF0998  VERT ORDER  -  ? (See Below)
 FF0998
 FF0998.The horizontal coordinates were scaled from a topographic map and have
 FF0998.an estimated accuracy of +/- 6 seconds.
 FF0998
 FF0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0998.The vertical order pertains to the NGVD 29 superseded value.
 FF0998
 FF0998.The geoid height was determined by GEOID03.
 FF0998
 FF0998;                    North         East    Units  Estimated Accuracy
 FF0998;SPC AR N     -   165,120.      478,090.      MT  (+/- 180 meters Scaled)
 FF0998
 FF0998                          SUPERSEDED SURVEY CONTROL
 FF0998
 FF0998  NGVD 29 (??/??/??)   75.719  (m)          248.42   (f) ADJUSTED    ?  
 FF0998
 FF0998.Superseded values are not recommended for survey control.
 FF0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0998.See file dsdata.txt to determine how the superseded data were derived.
 FF0998
 FF0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV684654(NAD 83)
 FF0998_MARKER: B = BOLT
 FF0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0998+STABILITY: SURFACE MOTION
 FF0998
 FF0998  HISTORY     - Date     Condition        Report By
 FF0998  HISTORY     - UNK      MONUMENTED       MPRR
 FF0998  HISTORY     - 1931     GOOD             CGS
 FF0998  HISTORY     - 1934     GOOD             CGS
 FF0998
 FF0998                          STATION DESCRIPTION
 FF0998
 FF0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0998'0.5 MI SW FROM SWIFTON.
 FF0998'ABOUT 1/2 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0998'FROM THE STATION AT SWIFTON, JACKSON COUNTY, IN THE TOP OF
 FF0998'CONCRETE MILEPOST 245.  A COPPER BOLT.
 FF0998
 FF0998                          STATION RECOVERY (1934)
 FF0998
 FF0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1386 ***********************************************************************
 DK1386  DESIGNATION -  MP 25
 DK1386  PID         -  DK1386
 DK1386  STATE/COUNTY-  AR/ASHLEY
 DK1386  USGS QUAD   -  SNYDER (1960)
 DK1386
 DK1386                         *CURRENT SURVEY CONTROL
 DK1386  ___________________________________________________________________
 DK1386* NAD 83(1986)-  33 17 10.     (N)    091 35 05.     (W)     SCALED    
 DK1386* NAVD 88     -        39.713  (meters)     130.29   (feet)  ADJUSTED  
 DK1386  ___________________________________________________________________
 DK1386  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DK1386  DYNAMIC HT  -          39.671 (meters)     130.15  (feet)  COMP
 DK1386  MODELED GRAV-     979,589.1   (mgal)                       NAVD 88
 DK1386
 DK1386  VERT ORDER  -  SECOND    CLASS 0
 DK1386
 DK1386.The horizontal coordinates were scaled from a topographic map and have
 DK1386.an estimated accuracy of +/- 6 seconds.
 DK1386
 DK1386.The orthometric height was determined by differential leveling
 DK1386.and adjusted by the National Geodetic Survey in June 1991..
 DK1386
 DK1386.The geoid height was determined by GEOID03.
 DK1386
 DK1386.The dynamic height is computed by dividing the NAVD 88
 DK1386.geopotential number by the normal gravity value computed on the
 DK1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1386.degrees latitude (g = 980.6199 gals.).
 DK1386
 DK1386.The modeled gravity was interpolated from observed gravity values.
 DK1386
 DK1386;                    North         East    Units  Estimated Accuracy
 DK1386;SPC AR S     -   468,780.      438,680.      MT  (+/- 180 meters Scaled)
 DK1386
 DK1386                          SUPERSEDED SURVEY CONTROL
 DK1386
 DK1386  NGVD 29 (??/??/??)   39.808  (m)          130.60   (f) ADJUSTED    2 0
 DK1386
 DK1386.Superseded values are not recommended for survey control.
 DK1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1386.See file dsdata.txt to determine how the superseded data were derived.
 DK1386
 DK1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS317838(NAD 83)
 DK1386_MARKER: B = BOLT
 DK1386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1386_SP_SET: MILEPOST
 DK1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1386
 DK1386  HISTORY     - Date     Condition        Report By
 DK1386  HISTORY     - UNK      MONUMENTED       MPRR
 DK1386  HISTORY     - 1934     GOOD             CGS
 DK1386
 DK1386                          STATION DESCRIPTION
 DK1386
 DK1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1386'2.25 MI E FROM SNYDER.
 DK1386'2 1/4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 DK1386'AT SNYDER, ASHLEY COUNTY, AT POLE 449/7, AT MILEPOST 25, AND IN THE
 DK1386'TOP OF THE CONCRETE MILEPOST.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0988 ***********************************************************************
 FF0988  DESIGNATION -  MP 250
 FF0988  PID         -  FF0988
 FF0988  STATE/COUNTY-  AR/JACKSON
 FF0988  USGS QUAD   -  SWIFTON WEST (1980)
 FF0988
 FF0988                         *CURRENT SURVEY CONTROL
 FF0988  ___________________________________________________________________
 FF0988* NAD 83(1986)-  35 45 18.     (N)    091 10 47.     (W)     SCALED    
 FF0988* NAVD 88     -        74.79   (+/-2cm)     245.4    (feet)  VERTCON   
 FF0988  ___________________________________________________________________
 FF0988  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF0988
 FF0988  VERT ORDER  -  ? (See Below)
 FF0988
 FF0988.The horizontal coordinates were scaled from a topographic map and have
 FF0988.an estimated accuracy of +/- 6 seconds.
 FF0988
 FF0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0988.The vertical order pertains to the NGVD 29 superseded value.
 FF0988
 FF0988.The geoid height was determined by GEOID03.
 FF0988
 FF0988;                    North         East    Units  Estimated Accuracy
 FF0988;SPC AR N     -   158,030.      474,180.      MT  (+/- 180 meters Scaled)
 FF0988
 FF0988                          SUPERSEDED SURVEY CONTROL
 FF0988
 FF0988  NGVD 29 (??/??/??)   74.714  (m)          245.12   (f) ADJUSTED    ?  
 FF0988
 FF0988.Superseded values are not recommended for survey control.
 FF0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0988.See file dsdata.txt to determine how the superseded data were derived.
 FF0988
 FF0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV645583(NAD 83)
 FF0988_MARKER: B = BOLT
 FF0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0988+STABILITY: SURFACE MOTION
 FF0988
 FF0988  HISTORY     - Date     Condition        Report By
 FF0988  HISTORY     - UNK      MONUMENTED       MPRR
 FF0988  HISTORY     - 1931     GOOD             CGS
 FF0988  HISTORY     - 1934     GOOD             CGS
 FF0988
 FF0988                          STATION DESCRIPTION
 FF0988
 FF0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0988'2 MI NE FROM TUCKERMAN.
 FF0988'ABOUT 2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0988'FROM THE STATION AT TUCKERMAN, JACKSON COUNTY, IN THE TOP OF
 FF0988'CONCRETE MILEPOST 250.  A COPPER BOLT.
 FF0988
 FF0988                          STATION RECOVERY (1934)
 FF0988
 FF0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0976 ***********************************************************************
 FF0976  DESIGNATION -  MP 255
 FF0976  PID         -  FF0976
 FF0976  STATE/COUNTY-  AR/JACKSON
 FF0976  USGS QUAD   -  TUCKERMAN (1981)
 FF0976
 FF0976                         *CURRENT SURVEY CONTROL
 FF0976  ___________________________________________________________________
 FF0976* NAD 83(1986)-  35 41 23.     (N)    091 13 32.     (W)     SCALED    
 FF0976* NAVD 88     -        72.98   (+/-2cm)     239.4    (feet)  VERTCON   
 FF0976  ___________________________________________________________________
 FF0976  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0976
 FF0976  VERT ORDER  -  ? (See Below)
 FF0976
 FF0976.The horizontal coordinates were scaled from a topographic map and have
 FF0976.an estimated accuracy of +/- 6 seconds.
 FF0976
 FF0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0976.The vertical order pertains to the NGVD 29 superseded value.
 FF0976
 FF0976.The geoid height was determined by GEOID03.
 FF0976
 FF0976;                    North         East    Units  Estimated Accuracy
 FF0976;SPC AR N     -   150,760.      470,090.      MT  (+/- 180 meters Scaled)
 FF0976
 FF0976                          SUPERSEDED SURVEY CONTROL
 FF0976
 FF0976  NGVD 29 (??/??/??)   72.912  (m)          239.21   (f) ADJUSTED    ?  
 FF0976
 FF0976.Superseded values are not recommended for survey control.
 FF0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0976.See file dsdata.txt to determine how the superseded data were derived.
 FF0976
 FF0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV605509(NAD 83)
 FF0976_MARKER: B = BOLT
 FF0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0976+STABILITY: SURFACE MOTION
 FF0976
 FF0976  HISTORY     - Date     Condition        Report By
 FF0976  HISTORY     - UNK      MONUMENTED       MPRR
 FF0976  HISTORY     - 1931     GOOD             CGS
 FF0976  HISTORY     - 1934     GOOD             CGS
 FF0976
 FF0976                          STATION DESCRIPTION
 FF0976
 FF0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0976'3 MI SW FROM TUCKERMAN.
 FF0976'ABOUT 3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0976'THE STATION AT TUCKERMAN, JACKSON COUNTY, IN THE TOP OF CONCRETE
 FF0976'MILEPOST 255.  A COPPER BOLT.
 FF0976
 FF0976                          STATION RECOVERY (1934)
 FF0976
 FF0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0963 ***********************************************************************
 FF0963  DESIGNATION -  MP 260
 FF0963  PID         -  FF0963
 FF0963  STATE/COUNTY-  AR/JACKSON
 FF0963  USGS QUAD   -  JACKSONPORT (1981)
 FF0963
 FF0963                         *CURRENT SURVEY CONTROL
 FF0963  ___________________________________________________________________
 FF0963* NAD 83(1986)-  35 37 44.     (N)    091 15 50.     (W)     SCALED    
 FF0963* NAVD 88     -        71.14   (+/-2cm)     233.4    (feet)  VERTCON   
 FF0963  ___________________________________________________________________
 FF0963  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF0963
 FF0963  VERT ORDER  -  ? (See Below)
 FF0963
 FF0963.The horizontal coordinates were scaled from a topographic map and have
 FF0963.an estimated accuracy of +/- 6 seconds.
 FF0963
 FF0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0963.The vertical order pertains to the NGVD 29 superseded value.
 FF0963
 FF0963.The geoid height was determined by GEOID03.
 FF0963
 FF0963;                    North         East    Units  Estimated Accuracy
 FF0963;SPC AR N     -   143,980.      466,680.      MT  (+/- 180 meters Scaled)
 FF0963
 FF0963                          SUPERSEDED SURVEY CONTROL
 FF0963
 FF0963  NGVD 29 (??/??/??)   71.075  (m)          233.19   (f) ADJUSTED    ?  
 FF0963
 FF0963.Superseded values are not recommended for survey control.
 FF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0963.See file dsdata.txt to determine how the superseded data were derived.
 FF0963
 FF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV572441(NAD 83)
 FF0963_MARKER: B = BOLT
 FF0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0963+STABILITY: SURFACE MOTION
 FF0963
 FF0963  HISTORY     - Date     Condition        Report By
 FF0963  HISTORY     - UNK      MONUMENTED       MPRR
 FF0963  HISTORY     - 1931     GOOD             CGS
 FF0963  HISTORY     - 1934     GOOD             CGS
 FF0963
 FF0963                          STATION DESCRIPTION
 FF0963
 FF0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0963'0.4 MI SW FROM DIAZ.
 FF0963'ABOUT 0.4 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0963'THE STATION AT DIAZ, JACKSON COUNTY, IN THE TOP OF CONCRETE
 FF0963'MILEPOST 260.  A COPPER BOLT.
 FF0963
 FF0963                          STATION RECOVERY (1934)
 FF0963
 FF0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1214 ***********************************************************************
 FF1214  DESIGNATION -  MP 275
 FF1214  PID         -  FF1214
 FF1214  STATE/COUNTY-  AR/JACKSON
 FF1214  USGS QUAD   -  BRADFORD (1980)
 FF1214
 FF1214                         *CURRENT SURVEY CONTROL
 FF1214  ___________________________________________________________________
 FF1214* NAD 83(1986)-  35 27 31.     (N)    091 25 26.     (W)     SCALED    
 FF1214* NAVD 88     -        65.98   (+/-2cm)     216.5    (feet)  VERTCON   
 FF1214  ___________________________________________________________________
 FF1214  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1214
 FF1214  VERT ORDER  -  ? (See Below)
 FF1214
 FF1214.The horizontal coordinates were scaled from a topographic map and have
 FF1214.an estimated accuracy of +/- 6 seconds.
 FF1214
 FF1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1214.The vertical order pertains to the NGVD 29 superseded value.
 FF1214
 FF1214.The geoid height was determined by GEOID03.
 FF1214
 FF1214;                    North         East    Units  Estimated Accuracy
 FF1214;SPC AR N     -   124,990.      452,290.      MT  (+/- 180 meters Scaled)
 FF1214
 FF1214                          SUPERSEDED SURVEY CONTROL
 FF1214
 FF1214  NGVD 29 (??/??/??)   65.928  (m)          216.30   (f) ADJUSTED    ?  
 FF1214
 FF1214.Superseded values are not recommended for survey control.
 FF1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1214.See file dsdata.txt to determine how the superseded data were derived.
 FF1214
 FF1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV430250(NAD 83)
 FF1214_MARKER: B = BOLT
 FF1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1214+STABILITY: SURFACE MOTION
 FF1214
 FF1214  HISTORY     - Date     Condition        Report By
 FF1214  HISTORY     - UNK      MONUMENTED       MPRR
 FF1214  HISTORY     - 1931     GOOD             CGS
 FF1214  HISTORY     - 1934     GOOD             CGS
 FF1214
 FF1214                          STATION DESCRIPTION
 FF1214
 FF1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1214'1.4 MI S FROM GRANDGLAISE.
 FF1214'ABOUT 1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1214'THE STATION AT GRANDGLAISE, JACKSON COUNTY, IN THE TOP OF CONCRETE
 FF1214'MILEPOST 275.  A COPPER BOLT.
 FF1214
 FF1214                          STATION RECOVERY (1934)
 FF1214
 FF1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1203 ***********************************************************************
 FF1203  DESIGNATION -  MP 280
 FF1203  PID         -  FF1203
 FF1203  STATE/COUNTY-  AR/WHITE
 FF1203  USGS QUAD   -  BRADFORD (1980)
 FF1203
 FF1203                         *CURRENT SURVEY CONTROL
 FF1203  ___________________________________________________________________
 FF1203* NAD 83(1986)-  35 23 54.     (N)    091 28 09.     (W)     SCALED    
 FF1203* NAVD 88     -        69.071  (meters)     226.61   (feet)  ADJUSTED  
 FF1203  ___________________________________________________________________
 FF1203  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1203  DYNAMIC HT  -          69.010 (meters)     226.41  (feet)  COMP
 FF1203  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 FF1203
 FF1203  VERT ORDER  -  FIRST     CLASS II
 FF1203
 FF1203.The horizontal coordinates were scaled from a topographic map and have
 FF1203.an estimated accuracy of +/- 6 seconds.
 FF1203
 FF1203.The orthometric height was determined by differential leveling
 FF1203.and adjusted by the National Geodetic Survey in June 1991..
 FF1203
 FF1203.The geoid height was determined by GEOID03.
 FF1203
 FF1203.The dynamic height is computed by dividing the NAVD 88
 FF1203.geopotential number by the normal gravity value computed on the
 FF1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1203.degrees latitude (g = 980.6199 gals.).
 FF1203
 FF1203.The modeled gravity was interpolated from observed gravity values.
 FF1203
 FF1203;                    North         East    Units  Estimated Accuracy
 FF1203;SPC AR N     -   118,280.      448,220.      MT  (+/- 180 meters Scaled)
 FF1203
 FF1203                          SUPERSEDED SURVEY CONTROL
 FF1203
 FF1203  NGVD 29 (??/??/??)   69.019  (m)          226.44   (f) ADJUSTED    1 2
 FF1203
 FF1203.Superseded values are not recommended for survey control.
 FF1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1203.See file dsdata.txt to determine how the superseded data were derived.
 FF1203
 FF1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV390182(NAD 83)
 FF1203_MARKER: B = BOLT
 FF1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1203+STABILITY: SURFACE MOTION
 FF1203
 FF1203  HISTORY     - Date     Condition        Report By
 FF1203  HISTORY     - UNK      MONUMENTED       MPRR
 FF1203  HISTORY     - 1931     GOOD             CGS
 FF1203  HISTORY     - 1934     GOOD             CGS
 FF1203
 FF1203                          STATION DESCRIPTION
 FF1203
 FF1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1203'1.8 MI SW FROM BRADFORD.
 FF1203'ABOUT 1-3/4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1203'FROM THE STATION AT BRADFORD, WHITE COUNTY, IN THE TOP OF CONCRETE
 FF1203'MILEPOST 280.  A COPPER BOLT.
 FF1203
 FF1203                          STATION RECOVERY (1934)
 FF1203
 FF1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1360 ***********************************************************************
 FF1360  DESIGNATION -  MP 285
 FF1360  PID         -  FF1360
 FF1360  STATE/COUNTY-  AR/WHITE
 FF1360  USGS QUAD   -  BALD KNOB (1994)
 FF1360
 FF1360                         *CURRENT SURVEY CONTROL
 FF1360  ___________________________________________________________________
 FF1360* NAD 83(1986)-  35 20 36.     (N)    091 31 43.     (W)     SCALED    
 FF1360* NAVD 88     -        68.53   (+/-2cm)     224.8    (feet)  VERTCON   
 FF1360  ___________________________________________________________________
 FF1360  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1360
 FF1360  VERT ORDER  -  ? (See Below)
 FF1360
 FF1360.The horizontal coordinates were scaled from a topographic map and have
 FF1360.an estimated accuracy of +/- 6 seconds.
 FF1360
 FF1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1360.The vertical order pertains to the NGVD 29 superseded value.
 FF1360
 FF1360.The geoid height was determined by GEOID03.
 FF1360
 FF1360;                    North         East    Units  Estimated Accuracy
 FF1360;SPC AR N     -   112,150.      442,850.      MT  (+/- 180 meters Scaled)
 FF1360
 FF1360                          SUPERSEDED SURVEY CONTROL
 FF1360
 FF1360  NGVD 29 (??/??/??)   68.483  (m)          224.68   (f) ADJUSTED    ?  
 FF1360
 FF1360.Superseded values are not recommended for survey control.
 FF1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1360.See file dsdata.txt to determine how the superseded data were derived.
 FF1360
 FF1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV337121(NAD 83)
 FF1360_MARKER: B = BOLT
 FF1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1360+STABILITY: SURFACE MOTION
 FF1360
 FF1360  HISTORY     - Date     Condition        Report By
 FF1360  HISTORY     - UNK      MONUMENTED       MPRR
 FF1360  HISTORY     - 1931     GOOD             CGS
 FF1360  HISTORY     - 1934     GOOD             CGS
 FF1360
 FF1360                          STATION DESCRIPTION
 FF1360
 FF1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1360'1.7 MI SW FROM RUSSELL.
 FF1360'ABOUT 1.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1360'FROM THE STATION AT RUSSELL, WHITE COUNTY, IN THE TOP OF CONCRETE
 FF1360'MILEPOST 285.  A COPPER BOLT.
 FF1360
 FF1360                          STATION RECOVERY (1934)
 FF1360
 FF1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1332 ***********************************************************************
 FF1332  DESIGNATION -  MP 290
 FF1332  PID         -  FF1332
 FF1332  STATE/COUNTY-  AR/WHITE
 FF1332  USGS QUAD   -  BALD KNOB (1994)
 FF1332
 FF1332                         *CURRENT SURVEY CONTROL
 FF1332  ___________________________________________________________________
 FF1332* NAD 83(1986)-  35 17 37.     (N)    091 35 28.     (W)     SCALED    
 FF1332* NAVD 88     -        65.89   (+/-2cm)     216.2    (feet)  VERTCON   
 FF1332  ___________________________________________________________________
 FF1332  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1332
 FF1332  VERT ORDER  -  ? (See Below)
 FF1332
 FF1332.The horizontal coordinates were scaled from a topographic map and have
 FF1332.an estimated accuracy of +/- 6 seconds.
 FF1332
 FF1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1332.The vertical order pertains to the NGVD 29 superseded value.
 FF1332
 FF1332.The geoid height was determined by GEOID03.
 FF1332
 FF1332;                    North         East    Units  Estimated Accuracy
 FF1332;SPC AR N     -   106,610.      437,190.      MT  (+/- 180 meters Scaled)
 FF1332
 FF1332                          SUPERSEDED SURVEY CONTROL
 FF1332
 FF1332  NGVD 29 (??/??/??)   65.846  (m)          216.03   (f) ADJUSTED    ?  
 FF1332
 FF1332.Superseded values are not recommended for survey control.
 FF1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1332.See file dsdata.txt to determine how the superseded data were derived.
 FF1332
 FF1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV281065(NAD 83)
 FF1332_MARKER: B = BOLT
 FF1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1332_SP_SET: MILEPOST
 FF1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1332
 FF1332  HISTORY     - Date     Condition        Report By
 FF1332  HISTORY     - UNK      MONUMENTED       MPRR
 FF1332  HISTORY     - 1931     GOOD             CGS
 FF1332  HISTORY     - 1934     GOOD             CGS
 FF1332
 FF1332                          STATION DESCRIPTION
 FF1332
 FF1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1332'2.7 MI NE FROM JUDSONIA.
 FF1332'ABOUT 2.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1332'FROM THE STATION AT JUDSONIA, WHITE COUNTY, IN THE TOP OF
 FF1332'CONCRETE MILEPOST 290.  A COPPER BOLT.
 FF1332
 FF1332                          STATION RECOVERY (1934)
 FF1332
 FF1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1316 ***********************************************************************
 FF1316  DESIGNATION -  MP 295
 FF1316  PID         -  FF1316
 FF1316  STATE/COUNTY-  AR/WHITE
 FF1316  USGS QUAD   -  KENSETT (1994)
 FF1316
 FF1316                         *CURRENT SURVEY CONTROL
 FF1316  ___________________________________________________________________
 FF1316* NAD 83(1986)-  35 14 24.     (N)    091 39 26.     (W)     SCALED    
 FF1316* NAVD 88     -        65.83   (+/-2cm)     216.0    (feet)  VERTCON   
 FF1316  ___________________________________________________________________
 FF1316  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1316
 FF1316  VERT ORDER  -  ? (See Below)
 FF1316
 FF1316.The horizontal coordinates were scaled from a topographic map and have
 FF1316.an estimated accuracy of +/- 6 seconds.
 FF1316
 FF1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1316.The vertical order pertains to the NGVD 29 superseded value.
 FF1316
 FF1316.The geoid height was determined by GEOID03.
 FF1316
 FF1316;                    North         East    Units  Estimated Accuracy
 FF1316;SPC AR N     -   100,640.      431,200.      MT  (+/- 180 meters Scaled)
 FF1316
 FF1316                          SUPERSEDED SURVEY CONTROL
 FF1316
 FF1316  NGVD 29 (??/??/??)   65.785  (m)          215.83   (f) ADJUSTED    ?  
 FF1316
 FF1316.Superseded values are not recommended for survey control.
 FF1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1316.See file dsdata.txt to determine how the superseded data were derived.
 FF1316
 FF1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV221004(NAD 83)
 FF1316_MARKER: B = BOLT
 FF1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1316+STABILITY: SURFACE MOTION
 FF1316
 FF1316  HISTORY     - Date     Condition        Report By
 FF1316  HISTORY     - UNK      MONUMENTED       MPRR
 FF1316  HISTORY     - 1931     GOOD             CGS
 FF1316  HISTORY     - 1934     GOOD             CGS
 FF1316
 FF1316                          STATION DESCRIPTION
 FF1316
 FF1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1316'1.5 MI NE FROM KENSETT.
 FF1316'ABOUT 1-1/2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1316'FROM THE STATION AT KENSETT, WHITE COUNTY, IN THE TOP OF CONCRETE
 FF1316'MILEPOST 295.  A COPPER BOLT.
 FF1316
 FF1316                          STATION RECOVERY (1934)
 FF1316
 FF1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1445 ***********************************************************************
 FF1445  DESIGNATION -  MP 305
 FF1445  PID         -  FF1445
 FF1445  STATE/COUNTY-  AR/WHITE
 FF1445  USGS QUAD   -  GARNER (1981)
 FF1445
 FF1445                         *CURRENT SURVEY CONTROL
 FF1445  ___________________________________________________________________
 FF1445* NAD 83(1986)-  35 08 45.     (N)    091 46 47.     (W)     SCALED    
 FF1445* NAVD 88     -        67.39   (+/-2cm)     221.1    (feet)  VERTCON   
 FF1445  ___________________________________________________________________
 FF1445  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1445
 FF1445  VERT ORDER  -  ? (See Below)
 FF1445
 FF1445.The horizontal coordinates were scaled from a topographic map and have
 FF1445.an estimated accuracy of +/- 6 seconds.
 FF1445
 FF1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1445.The vertical order pertains to the NGVD 29 superseded value.
 FF1445
 FF1445.The geoid height was determined by GEOID03.
 FF1445
 FF1445;                    North         East    Units  Estimated Accuracy
 FF1445;SPC AR N     -    90,160.      420,070.      MT  (+/- 180 meters Scaled)
 FF1445
 FF1445                          SUPERSEDED SURVEY CONTROL
 FF1445
 FF1445  NGVD 29 (??/??/??)   67.364  (m)          221.01   (f) ADJUSTED    ?  
 FF1445
 FF1445.Superseded values are not recommended for survey control.
 FF1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1445.See file dsdata.txt to determine how the superseded data were derived.
 FF1445
 FF1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU111898(NAD 83)
 FF1445_MARKER: B = BOLT
 FF1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1445+STABILITY: SURFACE MOTION
 FF1445
 FF1445  HISTORY     - Date     Condition        Report By
 FF1445  HISTORY     - UNK      MONUMENTED       MPRR
 FF1445  HISTORY     - 1955     GOOD             CGS
 FF1445
 FF1445                          STATION DESCRIPTION
 FF1445
 FF1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1445'0.5 MI NE FROM GARNER.
 FF1445'0.5 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1445'STATION SIGN AT GARNER, 72.6 FEET WEST OF MILEPOST 305.00, 72
 FF1445'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 67, 7.2 FEET
 FF1445'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, SET IN
 FF1445'THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 FF1445'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1457 ***********************************************************************
 FF1457  DESIGNATION -  MP 310
 FF1457  PID         -  FF1457
 FF1457  STATE/COUNTY-  AR/WHITE
 FF1457  USGS QUAD   -  MC RAE (1992)
 FF1457
 FF1457                         *CURRENT SURVEY CONTROL
 FF1457  ___________________________________________________________________
 FF1457* NAD 83(1986)-  35 05 47.     (N)    091 50 41.     (W)     SCALED    
 FF1457* NAVD 88     -        69.66   (+/-2cm)     228.5    (feet)  VERTCON   
 FF1457  ___________________________________________________________________
 FF1457  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1457
 FF1457  VERT ORDER  -  ? (See Below)
 FF1457
 FF1457.The horizontal coordinates were scaled from a topographic map and have
 FF1457.an estimated accuracy of +/- 6 seconds.
 FF1457
 FF1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1457.The vertical order pertains to the NGVD 29 superseded value.
 FF1457
 FF1457.The geoid height was determined by GEOID03.
 FF1457
 FF1457;                    North         East    Units  Estimated Accuracy
 FF1457;SPC AR N     -    84,670.      414,160.      MT  (+/- 180 meters Scaled)
 FF1457
 FF1457                          SUPERSEDED SURVEY CONTROL
 FF1457
 FF1457  NGVD 29 (??/??/??)   69.642  (m)          228.48   (f) ADJUSTED    ?  
 FF1457
 FF1457.Superseded values are not recommended for survey control.
 FF1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1457.See file dsdata.txt to determine how the superseded data were derived.
 FF1457
 FF1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU053843(NAD 83)
 FF1457_MARKER: B = BOLT
 FF1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1457+STABILITY: SURFACE MOTION
 FF1457
 FF1457  HISTORY     - Date     Condition        Report By
 FF1457  HISTORY     - UNK      MONUMENTED       MPRR
 FF1457  HISTORY     - 1955     GOOD             CGS
 FF1457
 FF1457                          STATION DESCRIPTION
 FF1457
 FF1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1457'1.8 MI SW FROM MC RAE.
 FF1457'1.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1457'STATION AT MC RAE, WHITE COUNTY, 58 FEET WEST OF POLE 310/00, 70
 FF1457'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, AT MILEPOST
 FF1457'310, 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 FF1457'AND IN THE TOP OF THE CONCRETE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1471 ***********************************************************************
 FF1471  DESIGNATION -  MP 315
 FF1471  PID         -  FF1471
 FF1471  STATE/COUNTY-  AR/WHITE
 FF1471  USGS QUAD   -  BEEBE (1994)
 FF1471
 FF1471                         *CURRENT SURVEY CONTROL
 FF1471  ___________________________________________________________________
 FF1471* NAD 83(1986)-  35 02 59.     (N)    091 54 42.     (W)     SCALED    
 FF1471* NAVD 88     -        66.72   (+/-2cm)     218.9    (feet)  VERTCON   
 FF1471  ___________________________________________________________________
 FF1471  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1471
 FF1471  VERT ORDER  -  ? (See Below)
 FF1471
 FF1471.The horizontal coordinates were scaled from a topographic map and have
 FF1471.an estimated accuracy of +/- 6 seconds.
 FF1471
 FF1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1471.The vertical order pertains to the NGVD 29 superseded value.
 FF1471
 FF1471.The geoid height was determined by GEOID03.
 FF1471
 FF1471;                    North         East    Units  Estimated Accuracy
 FF1471;SPC AR N     -    79,480.      408,060.      MT  (+/- 180 meters Scaled)
 FF1471
 FF1471                          SUPERSEDED SURVEY CONTROL
 FF1471
 FF1471  NGVD 29 (??/??/??)   66.708  (m)          218.86   (f) ADJUSTED    ?  
 FF1471
 FF1471.Superseded values are not recommended for survey control.
 FF1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1471.See file dsdata.txt to determine how the superseded data were derived.
 FF1471
 FF1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU992790(NAD 83)
 FF1471_MARKER: B = BOLT
 FF1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1471_SP_SET: MILEPOST
 FF1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1471
 FF1471  HISTORY     - Date     Condition        Report By
 FF1471  HISTORY     - UNK      MONUMENTED       MPRR
 FF1471  HISTORY     - 1955     GOOD             CGS
 FF1471
 FF1471                          STATION DESCRIPTION
 FF1471
 FF1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1471'2.2 MI SW FROM BEEBE.
 FF1471'2.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1471'STATION AT BEEBE, WHITE COUNTY, 8 FEET NORTHWEST OF THE NORTHWEST
 FF1471'RAIL OF THE NORTHWEST TRACK, AT MILEPOST 315, AND IN THE CENTER
 FF1471'OF THE TOP OF THE CONCRETE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0025 ***********************************************************************
 EJ0025  DESIGNATION -  MP 325
 EJ0025  PID         -  EJ0025
 EJ0025  STATE/COUNTY-  AR/LONOKE
 EJ0025  USGS QUAD   -  CABOT (1987)
 EJ0025
 EJ0025                         *CURRENT SURVEY CONTROL
 EJ0025  ___________________________________________________________________
 EJ0025* NAD 83(1986)-  34 56 55.     (N)    092 02 05.     (W)     SCALED    
 EJ0025* NAVD 88     -        80.80   (+/-2cm)     265.1    (feet)  VERTCON   
 EJ0025  ___________________________________________________________________
 EJ0025  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EJ0025
 EJ0025  VERT ORDER  -  ? (See Below)
 EJ0025
 EJ0025.The horizontal coordinates were scaled from a topographic map and have
 EJ0025.an estimated accuracy of +/- 6 seconds.
 EJ0025
 EJ0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0025.The vertical order pertains to the NGVD 29 superseded value.
 EJ0025
 EJ0025.The geoid height was determined by GEOID03.
 EJ0025
 EJ0025;                    North         East    Units  Estimated Accuracy
 EJ0025;SPC AR S     -   653,110.      396,830.      MT  (+/- 180 meters Scaled)
 EJ0025
 EJ0025                          SUPERSEDED SURVEY CONTROL
 EJ0025
 EJ0025  NGVD 29 (??/??/92)   80.806  (m)          265.11   (f) ADJ UNCH    ?  
 EJ0025
 EJ0025.Superseded values are not recommended for survey control.
 EJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0025.See file dsdata.txt to determine how the superseded data were derived.
 EJ0025
 EJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU881677(NAD 83)
 EJ0025_MARKER: B = BOLT
 EJ0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0025_SP_SET: MILEPOST
 EJ0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0025
 EJ0025  HISTORY     - Date     Condition        Report By
 EJ0025  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0025  HISTORY     - 1955     GOOD             NGS
 EJ0025  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0025
 EJ0025                          STATION DESCRIPTION
 EJ0025
 EJ0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0025'1.9 MI SW FROM CABOT.
 EJ0025'1.9 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0025'STATION AT CABOT, LONOKE COUNTY, 81 FEET NORTHWEST OF POLE 325/00, AT
 EJ0025'MILEPOST 325, AND IN THE TOP OF THE CONCRETE MILEPOST.
 EJ0025
 EJ0025                          STATION RECOVERY (1984)
 EJ0025
 EJ0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0037 ***********************************************************************
 EJ0037  DESIGNATION -  MP 330
 EJ0037  PID         -  EJ0037
 EJ0037  STATE/COUNTY-  AR/PULASKI
 EJ0037  USGS QUAD   -  CABOT (1987)
 EJ0037
 EJ0037                         *CURRENT SURVEY CONTROL
 EJ0037  ___________________________________________________________________
 EJ0037* NAD 83(1986)-  34 53 16.     (N)    092 04 50.     (W)     SCALED    
 EJ0037* NAVD 88     -        78.83   (+/-2cm)     258.6    (feet)  VERTCON   
 EJ0037  ___________________________________________________________________
 EJ0037  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EJ0037
 EJ0037  VERT ORDER  -  ? (See Below)
 EJ0037
 EJ0037.The horizontal coordinates were scaled from a topographic map and have
 EJ0037.an estimated accuracy of +/- 6 seconds.
 EJ0037
 EJ0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0037.The vertical order pertains to the NGVD 29 superseded value.
 EJ0037
 EJ0037.The geoid height was determined by GEOID03.
 EJ0037
 EJ0037;                    North         East    Units  Estimated Accuracy
 EJ0037;SPC AR S     -   646,360.      392,640.      MT  (+/- 180 meters Scaled)
 EJ0037
 EJ0037                          SUPERSEDED SURVEY CONTROL
 EJ0037
 EJ0037  NGVD 29 (??/??/92)   78.848  (m)          258.69   (f) ADJ UNCH    ?  
 EJ0037
 EJ0037.Superseded values are not recommended for survey control.
 EJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0037.See file dsdata.txt to determine how the superseded data were derived.
 EJ0037
 EJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU840609(NAD 83)
 EJ0037_MARKER: B = BOLT
 EJ0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0037_SP_SET: MILEPOST
 EJ0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0037
 EJ0037  HISTORY     - Date     Condition        Report By
 EJ0037  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0037  HISTORY     - 1955     GOOD             NGS
 EJ0037  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0037
 EJ0037                          STATION DESCRIPTION
 EJ0037
 EJ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0037'2.2 MI NE FROM JACKSONVILLE.
 EJ0037'2.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0037'STATION AT JACKSONVILLE, PULASKI COUNTY, 89 FEET SOUTHWEST OF A ROAD
 EJ0037'CROSSING, 86 FEET NORTH OF POLE 330/00, AT MILEPOST 330, 7 FEET
 EJ0037'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND IN THE TOP
 EJ0037'OF THE CONCRETE MILEPOST.
 EJ0037
 EJ0037                          STATION RECOVERY (1984)
 EJ0037
 EJ0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1382 ***********************************************************************
 DK1382  DESIGNATION -  MP 35
 DK1382  PID         -  DK1382
 DK1382  STATE/COUNTY-  AR/ASHLEY
 DK1382  USGS QUAD   -  MIST (1960)
 DK1382
 DK1382                         *CURRENT SURVEY CONTROL
 DK1382  ___________________________________________________________________
 DK1382* NAD 83(1986)-  33 15 04.     (N)    091 44 28.     (W)     SCALED    
 DK1382* NAVD 88     -        51.287  (meters)     168.26   (feet)  ADJUSTED  
 DK1382  ___________________________________________________________________
 DK1382  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DK1382  DYNAMIC HT  -          51.233 (meters)     168.09  (feet)  COMP
 DK1382  MODELED GRAV-     979,588.1   (mgal)                       NAVD 88
 DK1382
 DK1382  VERT ORDER  -  SECOND    CLASS 0
 DK1382
 DK1382.The horizontal coordinates were scaled from a topographic map and have
 DK1382.an estimated accuracy of +/- 6 seconds.
 DK1382
 DK1382.The orthometric height was determined by differential leveling
 DK1382.and adjusted by the National Geodetic Survey in June 1991..
 DK1382
 DK1382.The geoid height was determined by GEOID03.
 DK1382
 DK1382.The dynamic height is computed by dividing the NAVD 88
 DK1382.geopotential number by the normal gravity value computed on the
 DK1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1382.degrees latitude (g = 980.6199 gals.).
 DK1382
 DK1382.The modeled gravity was interpolated from observed gravity values.
 DK1382
 DK1382;                    North         East    Units  Estimated Accuracy
 DK1382;SPC AR S     -   464,850.      424,130.      MT  (+/- 180 meters Scaled)
 DK1382
 DK1382                          SUPERSEDED SURVEY CONTROL
 DK1382
 DK1382  NGVD 29 (??/??/??)   51.374  (m)          168.55   (f) ADJUSTED    2 0
 DK1382
 DK1382.Superseded values are not recommended for survey control.
 DK1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1382.See file dsdata.txt to determine how the superseded data were derived.
 DK1382
 DK1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS172798(NAD 83)
 DK1382_MARKER: B = BOLT
 DK1382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1382_SP_SET: MILEPSOT
 DK1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1382
 DK1382  HISTORY     - Date     Condition        Report By
 DK1382  HISTORY     - UNK      MONUMENTED       MPRR
 DK1382  HISTORY     - 1934     GOOD             CGS
 DK1382
 DK1382                          STATION DESCRIPTION
 DK1382
 DK1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1382'3.25 MI NE FROM HAMBURG.
 DK1382'3 1/4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK1382'STATION AT HAMBURG, ASHLEY COUNTY, AT POLE 459/7, AT MILEPOST 35, AND
 DK1382'IN THE TOP OF THE CONCRETE MILEPOST.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1560 ***********************************************************************
 EH1560  DESIGNATION -  MP 395
 EH1560  PID         -  EH1560
 EH1560  STATE/COUNTY-  AR/JEFFERSON
 EH1560  USGS QUAD   -  LADD (1975)
 EH1560
 EH1560                         *CURRENT SURVEY CONTROL
 EH1560  ___________________________________________________________________
 EH1560* NAD 83(1986)-  34 12 40.     (N)    091 53 26.     (W)     SCALED    
 EH1560* NAVD 88     -        62.410  (meters)     204.76   (feet)  ADJUSTED  
 EH1560  ___________________________________________________________________
 EH1560  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EH1560  DYNAMIC HT  -          62.350 (meters)     204.56  (feet)  COMP
 EH1560  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 EH1560
 EH1560  VERT ORDER  -  FIRST     CLASS II
 EH1560
 EH1560.The horizontal coordinates were scaled from a topographic map and have
 EH1560.an estimated accuracy of +/- 6 seconds.
 EH1560
 EH1560.The orthometric height was determined by differential leveling
 EH1560.and adjusted by the National Geodetic Survey in June 1991..
 EH1560.WARNING-Repeat measurements at this control monument indicate possible
 EH1560.vertical movement.
 EH1560
 EH1560.The geoid height was determined by GEOID03.
 EH1560
 EH1560.The dynamic height is computed by dividing the NAVD 88
 EH1560.geopotential number by the normal gravity value computed on the
 EH1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1560.degrees latitude (g = 980.6199 gals.).
 EH1560
 EH1560.The modeled gravity was interpolated from observed gravity values.
 EH1560
 EH1560;                    North         East    Units  Estimated Accuracy
 EH1560;SPC AR S     -   571,300.      410,090.      MT  (+/- 180 meters Scaled)
 EH1560
 EH1560                          SUPERSEDED SURVEY CONTROL
 EH1560
 EH1560  NGVD 29 (??/??/??)   62.496  (m)          205.04   (f) ADJUSTED    1 2
 EH1560
 EH1560.Superseded values are not recommended for survey control.
 EH1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1560.See file dsdata.txt to determine how the superseded data were derived.
 EH1560
 EH1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT022861(NAD 83)
 EH1560_MARKER: B = BOLT
 EH1560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1560_SP_SET: CONCRETE MILEPOST
 EH1560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1560
 EH1560  HISTORY     - Date     Condition        Report By
 EH1560  HISTORY     - UNK      MONUMENTED       MPRR
 EH1560  HISTORY     - 1957     POOR             CGS
 EH1560  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1560
 EH1560                          STATION DESCRIPTION
 EH1560
 EH1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH1560'6.6 MI SE FROM PINE BLUFF.
 EH1560'6.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 EH1560'STATION AT PINE BLUFF, JEFFERSON COUNTY, AT THE EDGE OF THE TRACK, IN
 EH1560'THE TOP OF THE CONCRETE MILEPOST, AND ABOUT 18 INCHES ABOVE GROUND. A
 EH1560'COPPER BOLT.
 EH1560
 EH1560                          STATION RECOVERY (1984)
 EH1560
 EH1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1560'NOT RECOVERED.  BELIEVED TO BE DESTROYED BY FARMING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1378 ***********************************************************************
 DK1378  DESIGNATION -  MP 40
 DK1378  PID         -  DK1378
 DK1378  STATE/COUNTY-  AR/ASHLEY
 DK1378  USGS QUAD   -  HAMBURG (1973)
 DK1378
 DK1378                         *CURRENT SURVEY CONTROL
 DK1378  ___________________________________________________________________
 DK1378* NAD 83(1986)-  33 13 16.     (N)    091 49 00.     (W)     SCALED    
 DK1378* NAVD 88     -        54.539  (meters)     178.93   (feet)  ADJUSTED  
 DK1378  ___________________________________________________________________
 DK1378  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 DK1378  DYNAMIC HT  -          54.482 (meters)     178.75  (feet)  COMP
 DK1378  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 DK1378
 DK1378  VERT ORDER  -  SECOND    CLASS 0
 DK1378
 DK1378.The horizontal coordinates were scaled from a topographic map and have
 DK1378.an estimated accuracy of +/- 6 seconds.
 DK1378
 DK1378.The orthometric height was determined by differential leveling
 DK1378.and adjusted by the National Geodetic Survey in June 1991..
 DK1378
 DK1378.The geoid height was determined by GEOID03.
 DK1378
 DK1378.The dynamic height is computed by dividing the NAVD 88
 DK1378.geopotential number by the normal gravity value computed on the
 DK1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1378.degrees latitude (g = 980.6199 gals.).
 DK1378
 DK1378.The modeled gravity was interpolated from observed gravity values.
 DK1378
 DK1378;                    North         East    Units  Estimated Accuracy
 DK1378;SPC AR S     -   461,510.      417,090.      MT  (+/- 180 meters Scaled)
 DK1378
 DK1378                          SUPERSEDED SURVEY CONTROL
 DK1378
 DK1378  NGVD 29 (??/??/??)   54.623  (m)          179.21   (f) ADJUSTED    2 0
 DK1378
 DK1378.Superseded values are not recommended for survey control.
 DK1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1378.See file dsdata.txt to determine how the superseded data were derived.
 DK1378
 DK1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS102764(NAD 83)
 DK1378_MARKER: B = BOLT
 DK1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1378_SP_SET: MILEPOST
 DK1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1378
 DK1378  HISTORY     - Date     Condition        Report By
 DK1378  HISTORY     - UNK      MONUMENTED       MPRR
 DK1378  HISTORY     - 1934     GOOD             CGS
 DK1378
 DK1378                          STATION DESCRIPTION
 DK1378
 DK1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1378'1.75 MI SW FROM HAMBURG.
 DK1378'1 3/4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK1378'STATION AT HAMBURG, ASHLEY COUNTY, AT POLE 464/7, AT MILEPOST 40, AND
 DK1378'IN THE TOP OF THE CONCRETE MILEPOST.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1547 ***********************************************************************
 EH1547  DESIGNATION -  MP 405
 EH1547  PID         -  EH1547
 EH1547  STATE/COUNTY-  AR/JEFFERSON
 EH1547  USGS QUAD   -  TARRY (1971)
 EH1547
 EH1547                         *CURRENT SURVEY CONTROL
 EH1547  ___________________________________________________________________
 EH1547* NAD 83(1986)-  34 07 00.     (N)    091 46 04.     (W)     SCALED    
 EH1547* NAVD 88     -        57.428  (meters)     188.41   (feet)  ADJUSTED  
 EH1547  ___________________________________________________________________
 EH1547  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EH1547  DYNAMIC HT  -          57.373 (meters)     188.23  (feet)  COMP
 EH1547  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 EH1547
 EH1547  VERT ORDER  -  FIRST     CLASS II
 EH1547
 EH1547.The horizontal coordinates were scaled from a topographic map and have
 EH1547.an estimated accuracy of +/- 6 seconds.
 EH1547
 EH1547.The orthometric height was determined by differential leveling
 EH1547.and adjusted by the National Geodetic Survey in June 1991..
 EH1547
 EH1547.The geoid height was determined by GEOID03.
 EH1547
 EH1547.The dynamic height is computed by dividing the NAVD 88
 EH1547.geopotential number by the normal gravity value computed on the
 EH1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1547.degrees latitude (g = 980.6199 gals.).
 EH1547
 EH1547.The modeled gravity was interpolated from observed gravity values.
 EH1547
 EH1547;                    North         East    Units  Estimated Accuracy
 EH1547;SPC AR S     -   560,850.      421,420.      MT  (+/- 180 meters Scaled)
 EH1547
 EH1547                          SUPERSEDED SURVEY CONTROL
 EH1547
 EH1547  NGVD 29 (??/??/??)   57.512  (m)          188.69   (f) ADJUSTED    1 2
 EH1547
 EH1547.Superseded values are not recommended for survey control.
 EH1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1547.See file dsdata.txt to determine how the superseded data were derived.
 EH1547
 EH1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT136757(NAD 83)
 EH1547_MARKER: B = BOLT
 EH1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1547+STABILITY: SURFACE MOTION
 EH1547
 EH1547  HISTORY     - Date     Condition        Report By
 EH1547  HISTORY     - UNK      MONUMENTED       MPRR
 EH1547  HISTORY     - 1938     GOOD             CGS
 EH1547  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1547
 EH1547                          STATION DESCRIPTION
 EH1547
 EH1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1547'2.2 MI SE FROM MOSCOW.
 EH1547'2.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1547'STATION AT MOSCOW, JEFFERSON COUNTY, IN THE TOP OF THE CONCRETE
 EH1547'MILEPOST, AND 1-1/2 FEET HIGHER THAN THE ROAD BED.  A COPPER BOLT.
 EH1547
 EH1547                          STATION RECOVERY (1984)
 EH1547
 EH1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1547'THE MARK HAS BEEN HIT AND KNOCKED OUT OF GROUND.  CONSIDERED
 EH1547'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1539 ***********************************************************************
 EH1539  DESIGNATION -  MP 410
 EH1539  PID         -  EH1539
 EH1539  STATE/COUNTY-  AR/LINCOLN
 EH1539  USGS QUAD   -  GRADY (1975)
 EH1539
 EH1539                         *CURRENT SURVEY CONTROL
 EH1539  ___________________________________________________________________
 EH1539* NAD 83(1986)-  34 04 38.     (N)    091 41 42.     (W)     SCALED    
 EH1539* NAVD 88     -        57.428  (meters)     188.41   (feet)  ADJUSTED  
 EH1539  ___________________________________________________________________
 EH1539  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH1539  DYNAMIC HT  -          57.372 (meters)     188.23  (feet)  COMP
 EH1539  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 EH1539
 EH1539  VERT ORDER  -  FIRST     CLASS II
 EH1539
 EH1539.The horizontal coordinates were scaled from a topographic map and have
 EH1539.an estimated accuracy of +/- 6 seconds.
 EH1539
 EH1539.The orthometric height was determined by differential leveling
 EH1539.and adjusted by the National Geodetic Survey in June 1991..
 EH1539.WARNING-Repeat measurements at this control monument indicate possible
 EH1539.vertical movement.
 EH1539
 EH1539.The geoid height was determined by GEOID03.
 EH1539
 EH1539.The dynamic height is computed by dividing the NAVD 88
 EH1539.geopotential number by the normal gravity value computed on the
 EH1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1539.degrees latitude (g = 980.6199 gals.).
 EH1539
 EH1539.The modeled gravity was interpolated from observed gravity values.
 EH1539
 EH1539;                    North         East    Units  Estimated Accuracy
 EH1539;SPC AR S     -   556,490.      428,150.      MT  (+/- 180 meters Scaled)
 EH1539
 EH1539                          SUPERSEDED SURVEY CONTROL
 EH1539
 EH1539  NGVD 29 (??/??/??)   57.512  (m)          188.69   (f) ADJUSTED    1 2
 EH1539
 EH1539.Superseded values are not recommended for survey control.
 EH1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1539.See file dsdata.txt to determine how the superseded data were derived.
 EH1539
 EH1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT204714(NAD 83)
 EH1539_MARKER: R = RIVET
 EH1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1539_STAMPING: M.P. 410 3405+94
 EH1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1539+STABILITY: SURFACE MOTION
 EH1539
 EH1539  HISTORY     - Date     Condition        Report By
 EH1539  HISTORY     - UNK      MONUMENTED       MPRR
 EH1539  HISTORY     - 1940     GOOD             CGS
 EH1539  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1539
 EH1539                          STATION DESCRIPTION
 EH1539
 EH1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1539'0.3 MI SE FROM GRADY.
 EH1539'0.3 MILE SOUTHEAST OF MISSOURI PACIFIC RR STATION AT GRADY.  TO REACH
 EH1539'FROM GRADY RR STATION PROCEED SOUTHEASTWARD ALONG MISSOURI PACIFIC RR
 EH1539'TRACKS, GO 0.3 MILE.  BENCH MARK IS 9 FEET SOUTHWEST OF THE CENTER
 EH1539'LINE OF THE TRACKS, 27 FEET NORTHEAST OF MILEPOST 409/30, A FLAT
 EH1539'COPPER RIVET IN TOP OF 12 INCH SQUARE CONCRETE POST PROJECTING 3 FEET.
 EH1539
 EH1539                          STATION RECOVERY (1984)
 EH1539
 EH1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1539'POST FOUND LAYING ON GROUND, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0915 ***********************************************************************
 DK0915  DESIGNATION -  MP 410
 DK0915  PID         -  DK0915
 DK0915  STATE/COUNTY-  AR/DESHA
 DK0915  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0915
 DK0915                         *CURRENT SURVEY CONTROL
 DK0915  ___________________________________________________________________
 DK0915* NAD 83(1986)-  33 36 22.     (N)    091 23 42.     (W)     SCALED    
 DK0915* NAVD 88     -        43.852  (meters)     143.87   (feet)  ADJUSTED  
 DK0915  ___________________________________________________________________
 DK0915  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK0915  DYNAMIC HT  -          43.806 (meters)     143.72  (feet)  COMP
 DK0915  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 DK0915
 DK0915  VERT ORDER  -  FIRST     CLASS II
 DK0915
 DK0915.The horizontal coordinates were scaled from a topographic map and have
 DK0915.an estimated accuracy of +/- 6 seconds.
 DK0915
 DK0915.The orthometric height was determined by differential leveling
 DK0915.and adjusted by the National Geodetic Survey in June 1991..
 DK0915.WARNING-Repeat measurements at this control monument indicate possible
 DK0915.vertical movement.
 DK0915
 DK0915.The geoid height was determined by GEOID03.
 DK0915
 DK0915.The dynamic height is computed by dividing the NAVD 88
 DK0915.geopotential number by the normal gravity value computed on the
 DK0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0915.degrees latitude (g = 980.6199 gals.).
 DK0915
 DK0915.The modeled gravity was interpolated from observed gravity values.
 DK0915
 DK0915;                    North         East    Units  Estimated Accuracy
 DK0915;SPC AR S     -   504,360.      456,150.      MT  (+/- 180 meters Scaled)
 DK0915
 DK0915                          SUPERSEDED SURVEY CONTROL
 DK0915
 DK0915  NGVD 29 (??/??/??)   43.969  (m)          144.25   (f) ADJUSTED    1 2
 DK0915
 DK0915.Superseded values are not recommended for survey control.
 DK0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0915.See file dsdata.txt to determine how the superseded data were derived.
 DK0915
 DK0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT489196(NAD 83)
 DK0915_MARKER: B = BOLT
 DK0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0915_SP_SET: MILEPOST
 DK0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0915
 DK0915  HISTORY     - Date     Condition        Report By
 DK0915  HISTORY     - UNK      MONUMENTED       MPRR
 DK0915  HISTORY     - 1939     GOOD             CGS
 DK0915  HISTORY     - 20031022 MARK NOT FOUND   ARHD
 DK0915
 DK0915                          STATION DESCRIPTION
 DK0915
 DK0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0915'1 MI S FROM MCGEHEE.
 DK0915'ABOUT 1 MILE SOUTH ALONG THE M. P. R. R. FROM MCGEHEE JUNCTION AND IN
 DK0915'THE TOP OF THE CONCRETE MILEPOST.  A COPPER BOLT.
 DK0915
 DK0915                          STATION RECOVERY (2003)
 DK0915
 DK0915'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DK0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0995 ***********************************************************************
 DK0995  DESIGNATION -  MP 415
 DK0995  PID         -  DK0995
 DK0995  STATE/COUNTY-  AR/CHICOT
 DK0995  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0995
 DK0995                         *CURRENT SURVEY CONTROL
 DK0995  ___________________________________________________________________
 DK0995* NAD 83(1986)-  33 32 16.     (N)    091 25 54.     (W)     SCALED    
 DK0995* NAVD 88     -        42.676  (meters)     140.01   (feet)  ADJUSTED  
 DK0995  ___________________________________________________________________
 DK0995  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DK0995  DYNAMIC HT  -          42.632 (meters)     139.87  (feet)  COMP
 DK0995  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 DK0995
 DK0995  VERT ORDER  -  FIRST     CLASS II
 DK0995
 DK0995.The horizontal coordinates were scaled from a topographic map and have
 DK0995.an estimated accuracy of +/- 6 seconds.
 DK0995
 DK0995.The orthometric height was determined by differential leveling
 DK0995.and adjusted by the National Geodetic Survey in June 1991..
 DK0995
 DK0995.The geoid height was determined by GEOID03.
 DK0995
 DK0995.The dynamic height is computed by dividing the NAVD 88
 DK0995.geopotential number by the normal gravity value computed on the
 DK0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0995.degrees latitude (g = 980.6199 gals.).
 DK0995
 DK0995.The modeled gravity was interpolated from observed gravity values.
 DK0995
 DK0995;                    North         East    Units  Estimated Accuracy
 DK0995;SPC AR S     -   496,760.      452,790.      MT  (+/- 180 meters Scaled)
 DK0995
 DK0995                          SUPERSEDED SURVEY CONTROL
 DK0995
 DK0995  NGVD 29 (??/??/??)   42.790  (m)          140.39   (f) ADJUSTED    1 2
 DK0995
 DK0995.Superseded values are not recommended for survey control.
 DK0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0995.See file dsdata.txt to determine how the superseded data were derived.
 DK0995
 DK0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT456120(NAD 83)
 DK0995_MARKER: B = BOLT
 DK0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0995_SP_SET: MILEPOST
 DK0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0995
 DK0995  HISTORY     - Date     Condition        Report By
 DK0995  HISTORY     - UNK      MONUMENTED       MPRR
 DK0995  HISTORY     - 1932     GOOD             CGS
 DK0995  HISTORY     - 1934     GOOD             LOCENG
 DK0995  HISTORY     - 1939     GOOD             CGS
 DK0995
 DK0995                          STATION DESCRIPTION
 DK0995
 DK0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK0995'0.7 MI N FROM DERMOTT.
 DK0995'ABOUT 0.6 MILE NORTH ALONG THE MPRR FROM THE STATION AT DERMOTT,
 DK0995'CHICOT COUNTY, AND IN THE TOP OF THE CONCRETE MILE POST.  A COPPER
 DK0995'BOLT.
 DK0995
 DK0995                          STATION RECOVERY (1934)
 DK0995
 DK0995'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 DK0995'RECOVERED IN GOOD CONDITION.
 DK0995
 DK0995                          STATION RECOVERY (1939)
 DK0995
 DK0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DK0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1532 ***********************************************************************
 EH1532  DESIGNATION -  MP 415
 EH1532  PID         -  EH1532
 EH1532  STATE/COUNTY-  AR/LINCOLN
 EH1532  USGS QUAD   -  CADES (1975)
 EH1532
 EH1532                         *CURRENT SURVEY CONTROL
 EH1532  ___________________________________________________________________
 EH1532* NAD 83(1986)-  34 02 22.     (N)    091 37 14.     (W)     SCALED    
 EH1532* NAVD 88     -        55.136  (meters)     180.89   (feet)  ADJUSTED  
 EH1532  ___________________________________________________________________
 EH1532  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EH1532  DYNAMIC HT  -          55.082 (meters)     180.71  (feet)  COMP
 EH1532  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 EH1532
 EH1532  VERT ORDER  -  SECOND    CLASS 0
 EH1532
 EH1532.The horizontal coordinates were scaled from a topographic map and have
 EH1532.an estimated accuracy of +/- 6 seconds.
 EH1532
 EH1532.The orthometric height was determined by differential leveling
 EH1532.and adjusted by the National Geodetic Survey in August 1993..
 EH1532.WARNING-Repeat measurements at this control monument indicate possible
 EH1532.vertical movement.
 EH1532
 EH1532.The geoid height was determined by GEOID03.
 EH1532
 EH1532.The dynamic height is computed by dividing the NAVD 88
 EH1532.geopotential number by the normal gravity value computed on the
 EH1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1532.degrees latitude (g = 980.6199 gals.).
 EH1532
 EH1532.The modeled gravity was interpolated from observed gravity values.
 EH1532
 EH1532;                    North         East    Units  Estimated Accuracy
 EH1532;SPC AR S     -   552,320.      435,040.      MT  (+/- 180 meters Scaled)
 EH1532
 EH1532                          SUPERSEDED SURVEY CONTROL
 EH1532
 EH1532  NAVD 88 (06/15/91)   55.136  (m)          180.89   (f) UNKNOWN     2 0
 EH1532  NGVD 29 (??/??/??)   55.221  (m)          181.17   (f) ADJUSTED    2 0
 EH1532
 EH1532.Superseded values are not recommended for survey control.
 EH1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1532.See file dsdata.txt to determine how the superseded data were derived.
 EH1532
 EH1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT273673(NAD 83)
 EH1532_MARKER: Z = SEE DESCRIPTION
 EH1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1532+STABILITY: SURFACE MOTION
 EH1532
 EH1532  HISTORY     - Date     Condition        Report By
 EH1532  HISTORY     - UNK      MONUMENTED       MPRR
 EH1532  HISTORY     - 1935     GOOD             CGS
 EH1532  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1532
 EH1532                          STATION DESCRIPTION
 EH1532
 EH1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1532'IN VARNER.
 EH1532'AT VARNER, LINCOLN COUNTY, ARKANSAS.  450 FEET NORTHWEST OF MISSOURI
 EH1532'PACIFIC RAILROAD STATION.  24 FEET SOUTHWEST OF CENTER-LINE OF MAIN
 EH1532'TRACK.  TOP OF CONCRETE MILEPOST.
 EH1532
 EH1532                          STATION RECOVERY (1984)
 EH1532
 EH1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1532'NOT RECOVERED.  BELIEVED DESTROYED BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0904 ***********************************************************************
 DK0904  DESIGNATION -  MP 415
 DK0904  PID         -  DK0904
 DK0904  STATE/COUNTY-  AR/DESHA
 DK0904  USGS QUAD   -  HALLEY (1981)
 DK0904
 DK0904                         *CURRENT SURVEY CONTROL
 DK0904  ___________________________________________________________________
 DK0904* NAD 83(1986)-  33 35 41.     (N)    091 17 12.     (W)     SCALED    
 DK0904* NAVD 88     -        44.260  (meters)     145.21   (feet)  ADJUSTED  
 DK0904  ___________________________________________________________________
 DK0904  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0904  DYNAMIC HT  -          44.213 (meters)     145.06  (feet)  COMP
 DK0904  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 DK0904
 DK0904  VERT ORDER  -  SECOND    CLASS 0
 DK0904
 DK0904.The horizontal coordinates were scaled from a topographic map and have
 DK0904.an estimated accuracy of +/- 6 seconds.
 DK0904
 DK0904.The orthometric height was determined by differential leveling
 DK0904.and adjusted by the National Geodetic Survey in June 1991..
 DK0904
 DK0904.The geoid height was determined by GEOID03.
 DK0904
 DK0904.The dynamic height is computed by dividing the NAVD 88
 DK0904.geopotential number by the normal gravity value computed on the
 DK0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0904.degrees latitude (g = 980.6199 gals.).
 DK0904
 DK0904.The modeled gravity was interpolated from observed gravity values.
 DK0904
 DK0904;                    North         East    Units  Estimated Accuracy
 DK0904;SPC AR S     -   503,160.      466,210.      MT  (+/- 180 meters Scaled)
 DK0904
 DK0904                          SUPERSEDED SURVEY CONTROL
 DK0904
 DK0904  NGVD 29 (??/??/??)   44.370  (m)          145.57   (f) ADJUSTED    2 0
 DK0904
 DK0904.Superseded values are not recommended for survey control.
 DK0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0904.See file dsdata.txt to determine how the superseded data were derived.
 DK0904
 DK0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT589185(NAD 83)
 DK0904_MARKER: B = BOLT
 DK0904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0904_SP_SET: MILEPOST
 DK0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0904
 DK0904  HISTORY     - Date     Condition        Report By
 DK0904  HISTORY     - UNK      MONUMENTED       MPRR
 DK0904  HISTORY     - 1939     GOOD             CGS
 DK0904
 DK0904                          STATION DESCRIPTION
 DK0904
 DK0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0904'5 MI W FROM ARKANSAS CITY.
 DK0904'ABOUT 5 MILES WEST ALONG THE M. P. R. R. FROM ARKANSAS CITY, AND IN
 DK0904'THE TOP OF THE CONCRETE MILEPOST.  A COPPER BOLT IN THE TOP OF A
 DK0904'CONCRETE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0901 ***********************************************************************
 DK0901  DESIGNATION -  MP 420
 DK0901  PID         -  DK0901
 DK0901  STATE/COUNTY-  AR/DESHA
 DK0901  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0901
 DK0901                         *CURRENT SURVEY CONTROL
 DK0901  ___________________________________________________________________
 DK0901* NAD 83(1986)-  33 36 14.     (N)    091 12 20.     (W)     SCALED    
 DK0901* NAVD 88     -        42.657  (meters)     139.95   (feet)  ADJUSTED  
 DK0901  ___________________________________________________________________
 DK0901  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0901  DYNAMIC HT  -          42.612 (meters)     139.80  (feet)  COMP
 DK0901  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 DK0901
 DK0901  VERT ORDER  -  SECOND    CLASS 0
 DK0901
 DK0901.The horizontal coordinates were scaled from a topographic map and have
 DK0901.an estimated accuracy of +/- 6 seconds.
 DK0901
 DK0901.The orthometric height was determined by differential leveling
 DK0901.and adjusted by the National Geodetic Survey in June 1991..
 DK0901
 DK0901.The geoid height was determined by GEOID03.
 DK0901
 DK0901.The dynamic height is computed by dividing the NAVD 88
 DK0901.geopotential number by the normal gravity value computed on the
 DK0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0901.degrees latitude (g = 980.6199 gals.).
 DK0901
 DK0901.The modeled gravity was interpolated from observed gravity values.
 DK0901
 DK0901;                    North         East    Units  Estimated Accuracy
 DK0901;SPC AR S     -   504,240.      473,730.      MT  (+/- 180 meters Scaled)
 DK0901
 DK0901                          SUPERSEDED SURVEY CONTROL
 DK0901
 DK0901  NGVD 29 (??/??/??)   42.755  (m)          140.27   (f) ADJUSTED    2 0
 DK0901
 DK0901.Superseded values are not recommended for survey control.
 DK0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0901.See file dsdata.txt to determine how the superseded data were derived.
 DK0901
 DK0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT664196(NAD 83)
 DK0901_MARKER: B = BOLT
 DK0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0901_SP_SET: MILEPOST
 DK0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0901
 DK0901  HISTORY     - Date     Condition        Report By
 DK0901  HISTORY     - UNK      MONUMENTED       MPRR
 DK0901  HISTORY     - 1932     GOOD             CGS
 DK0901  HISTORY     - 1934     GOOD             LOCENG
 DK0901  HISTORY     - 20020607 MARK NOT FOUND   USACE
 DK0901
 DK0901                          STATION DESCRIPTION
 DK0901
 DK0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK0901'IN ARKANSAS CITY.
 DK0901'AT ARKANSAS CITY, DESHA COUNTY, ON THE MISSOURI PACIFIC RAILROAD, AT
 DK0901'THE WEST EDGE OF TOWN, 50 YARDS EAST OF THE WATER TANK, 10 FEET SOUTH
 DK0901'OF THE MAIN TRACK, AND IN THE TOP OF THE CONCRETE MILEPOST.  A COPPER
 DK0901'BOLT.
 DK0901
 DK0901                          STATION RECOVERY (1934)
 DK0901
 DK0901'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 DK0901'RECOVERED IN GOOD CONDITION.
 DK0901
 DK0901                          STATION RECOVERY (2002)
 DK0901
 DK0901'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1015 ***********************************************************************
 FG1015  DESIGNATION -  MP 420
 FG1015  PID         -  FG1015
 FG1015  STATE/COUNTY-  AR/POPE
 FG1015  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1015
 FG1015                         *CURRENT SURVEY CONTROL
 FG1015  ___________________________________________________________________
 FG1015* NAD 83(1986)-  35 17 57.     (N)    093 09 59.     (W)     SCALED    
 FG1015* NAVD 88     -       106.901  (meters)     350.72   (feet)  ADJUSTED  
 FG1015  ___________________________________________________________________
 FG1015  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FG1015  DYNAMIC HT  -         106.800 (meters)     350.39  (feet)  COMP
 FG1015  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FG1015
 FG1015  VERT ORDER  -  FIRST     CLASS II
 FG1015
 FG1015.The horizontal coordinates were scaled from a topographic map and have
 FG1015.an estimated accuracy of +/- 6 seconds.
 FG1015
 FG1015.The orthometric height was determined by differential leveling
 FG1015.and adjusted by the National Geodetic Survey in June 1991..
 FG1015
 FG1015.The geoid height was determined by GEOID03.
 FG1015
 FG1015.The dynamic height is computed by dividing the NAVD 88
 FG1015.geopotential number by the normal gravity value computed on the
 FG1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1015.degrees latitude (g = 980.6199 gals.).
 FG1015
 FG1015.The modeled gravity was interpolated from observed gravity values.
 FG1015
 FG1015;                    North         East    Units  Estimated Accuracy
 FG1015;SPC AR N     -   107,780.      293,920.      MT  (+/- 180 meters Scaled)
 FG1015
 FG1015                          SUPERSEDED SURVEY CONTROL
 FG1015
 FG1015  NGVD 29 (??/??/92)  106.894  (m)          350.70   (f) ADJ UNCH    1 2
 FG1015
 FG1015.Superseded values are not recommended for survey control.
 FG1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1015.See file dsdata.txt to determine how the superseded data were derived.
 FG1015
 FG1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV848062(NAD 83)
 FG1015_MARKER: B = BOLT
 FG1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1015+STABILITY: SURFACE MOTION
 FG1015
 FG1015  HISTORY     - Date     Condition        Report By
 FG1015  HISTORY     - UNK      MONUMENTED       MPRR
 FG1015  HISTORY     - 1932     GOOD             NGS
 FG1015  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1015
 FG1015                          STATION DESCRIPTION
 FG1015
 FG1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1015'2.3 MI W FROM RUSSELLVILLE.
 FG1015'ABOUT 2.3 MILES WEST ALONG THE MISSOURI PACIFIC RR FROM RUSSELLVILLE,
 FG1015'POPE COUNTY, 4 FEET NORTH OF THE TRACK, AND IN THE TOP OF THE CONCRETE
 FG1015'MILEPOST PROJECTING ABOUT 3 FEET ABOVE GROUND.  A COPPER BOLT.
 FG1015
 FG1015                          STATION RECOVERY (1984)
 FG1015
 FG1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1015'NOT RECOVERED THIS DATE, PRESUMED KNOCKED OUT OR COVERED BY THE
 FG1015'RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1040 ***********************************************************************
 DK1040  DESIGNATION -  MP 420
 DK1040  PID         -  DK1040
 DK1040  STATE/COUNTY-  AR/CHICOT
 DK1040  USGS QUAD   -  JEROME (1981)
 DK1040
 DK1040                         *CURRENT SURVEY CONTROL
 DK1040  ___________________________________________________________________
 DK1040* NAD 83(1986)-  33 27 52.     (N)    091 26 43.     (W)     SCALED    
 DK1040* NAVD 88     -        42.452  (meters)     139.28   (feet)  POSTED    
 DK1040  ___________________________________________________________________
 DK1040  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DK1040  DYNAMIC HT  -          42.410 (meters)     139.14  (feet)  COMP
 DK1040  MODELED GRAV-     979,597.2   (mgal)                       NAVD 88
 DK1040
 DK1040  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 DK1040
 DK1040.The horizontal coordinates were scaled from a topographic map and have
 DK1040.an estimated accuracy of +/- 6 seconds.
 DK1040
 DK1040.The orthometric height was determined by differential leveling
 DK1040.and adjusted by the National Geodetic Survey in 1992..
 DK1040.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 DK1040.rate of 3.1 thru 4.0 mm/km.
 DK1040
 DK1040.The geoid height was determined by GEOID03.
 DK1040
 DK1040.The dynamic height is computed by dividing the NAVD 88
 DK1040.geopotential number by the normal gravity value computed on the
 DK1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1040.degrees latitude (g = 980.6199 gals.).
 DK1040
 DK1040.The modeled gravity was interpolated from observed gravity values.
 DK1040
 DK1040;                    North         East    Units  Estimated Accuracy
 DK1040;SPC AR S     -   488,620.      451,570.      MT  (+/- 180 meters Scaled)
 DK1040
 DK1040                          SUPERSEDED SURVEY CONTROL
 DK1040
 DK1040  NGVD 29 (??/??/92)   42.58   (m)          139.7    (f) COMPUTED    2 0
 DK1040
 DK1040.Superseded values are not recommended for survey control.
 DK1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1040.See file dsdata.txt to determine how the superseded data were derived.
 DK1040
 DK1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT444038(NAD 83)
 DK1040_MARKER: B = BOLT
 DK1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1040_SP_SET: MILEPOST
 DK1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1040
 DK1040  HISTORY     - Date     Condition        Report By
 DK1040  HISTORY     - UNK      MONUMENTED       MPRR
 DK1040  HISTORY     - 1932     GOOD             CGS
 DK1040  HISTORY     - 1934     GOOD             CGS
 DK1040
 DK1040                          STATION DESCRIPTION
 DK1040
 DK1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK1040'4.3 MI S FROM DERMOTT.
 DK1040'ABOUT 4.3 MILES SOUTH ALONG M P R R.  NOTE-- ONLY DESCRIPTION AVA.
 DK1040
 DK1040                          STATION RECOVERY (1934)
 DK1040
 DK1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DK1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1032 ***********************************************************************
 DK1032  DESIGNATION -  MP 425
 DK1032  PID         -  DK1032
 DK1032  STATE/COUNTY-  AR/DREW
 DK1032  USGS QUAD   -  JEROME (1981)
 DK1032
 DK1032                         *CURRENT SURVEY CONTROL
 DK1032  ___________________________________________________________________
 DK1032* NAD 83(1986)-  33 23 44.     (N)    091 28 13.     (W)     SCALED    
 DK1032* NAVD 88     -        40.542  (meters)     133.01   (feet)  ADJUSTED  
 DK1032  ___________________________________________________________________
 DK1032  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DK1032  DYNAMIC HT  -          40.500 (meters)     132.87  (feet)  COMP
 DK1032  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 DK1032
 DK1032  VERT ORDER  -  SECOND    CLASS 0
 DK1032
 DK1032.The horizontal coordinates were scaled from a topographic map and have
 DK1032.an estimated accuracy of +/- 6 seconds.
 DK1032
 DK1032.The orthometric height was determined by differential leveling
 DK1032.and adjusted by the National Geodetic Survey in June 1991..
 DK1032
 DK1032.The geoid height was determined by GEOID03.
 DK1032
 DK1032.The dynamic height is computed by dividing the NAVD 88
 DK1032.geopotential number by the normal gravity value computed on the
 DK1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1032.degrees latitude (g = 980.6199 gals.).
 DK1032
 DK1032.The modeled gravity was interpolated from observed gravity values.
 DK1032
 DK1032;                    North         East    Units  Estimated Accuracy
 DK1032;SPC AR S     -   480,970.      449,280.      MT  (+/- 180 meters Scaled)
 DK1032
 DK1032                          SUPERSEDED SURVEY CONTROL
 DK1032
 DK1032  NGVD 29 (??/??/??)   40.653  (m)          133.38   (f) ADJUSTED    2 0
 DK1032
 DK1032.Superseded values are not recommended for survey control.
 DK1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1032.See file dsdata.txt to determine how the superseded data were derived.
 DK1032
 DK1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS422961(NAD 83)
 DK1032_MARKER: B = BOLT
 DK1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1032_SP_SET: MILEPOST
 DK1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1032
 DK1032  HISTORY     - Date     Condition        Report By
 DK1032  HISTORY     - UNK      MONUMENTED       MPRR
 DK1032  HISTORY     - 1932     GOOD             CGS
 DK1032  HISTORY     - 1934     GOOD             CGS
 DK1032
 DK1032                          STATION DESCRIPTION
 DK1032
 DK1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK1032'0.2 MI S FROM JEROME.
 DK1032'0.2 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1032'JEROME, DREW COUNTY, AND IN THE TOP OF THE CONCRETE MILEPOST.  A
 DK1032'COPPER BOLT.
 DK1032
 DK1032                          STATION RECOVERY (1934)
 DK1032
 DK1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DK1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1010 ***********************************************************************
 FG1010  DESIGNATION -  MP 425
 FG1010  PID         -  FG1010
 FG1010  STATE/COUNTY-  AR/POPE
 FG1010  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1010
 FG1010                         *CURRENT SURVEY CONTROL
 FG1010  ___________________________________________________________________
 FG1010* NAD 83(1986)-  35 19 43.     (N)    093 14 32.     (W)     SCALED    
 FG1010* NAVD 88     -       116.561  (meters)     382.42   (feet)  ADJUSTED  
 FG1010  ___________________________________________________________________
 FG1010  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1010  DYNAMIC HT  -         116.451 (meters)     382.06  (feet)  COMP
 FG1010  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FG1010
 FG1010  VERT ORDER  -  FIRST     CLASS II
 FG1010
 FG1010.The horizontal coordinates were scaled from a topographic map and have
 FG1010.an estimated accuracy of +/- 6 seconds.
 FG1010
 FG1010.The orthometric height was determined by differential leveling
 FG1010.and adjusted by the National Geodetic Survey in June 1991..
 FG1010
 FG1010.The geoid height was determined by GEOID03.
 FG1010
 FG1010.The dynamic height is computed by dividing the NAVD 88
 FG1010.geopotential number by the normal gravity value computed on the
 FG1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1010.degrees latitude (g = 980.6199 gals.).
 FG1010
 FG1010.The modeled gravity was interpolated from observed gravity values.
 FG1010
 FG1010;                    North         East    Units  Estimated Accuracy
 FG1010;SPC AR N     -   111,130.      287,060.      MT  (+/- 180 meters Scaled)
 FG1010
 FG1010                          SUPERSEDED SURVEY CONTROL
 FG1010
 FG1010  NGVD 29 (??/??/92)  116.550  (m)          382.38   (f) ADJ UNCH    1 2
 FG1010
 FG1010.Superseded values are not recommended for survey control.
 FG1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1010.See file dsdata.txt to determine how the superseded data were derived.
 FG1010
 FG1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV779095(NAD 83)
 FG1010_MARKER: N = NAIL
 FG1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1010+STABILITY: SURFACE MOTION
 FG1010
 FG1010  HISTORY     - Date     Condition        Report By
 FG1010  HISTORY     - UNK      MONUMENTED       MPRR
 FG1010  HISTORY     - 1932     GOOD             NGS
 FG1010  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1010
 FG1010                          STATION DESCRIPTION
 FG1010
 FG1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1010'0.5 MI E FROM LONDON.
 FG1010'ABOUT 1/2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM LONDON,
 FG1010'POPE COUNTY, 10 FEET NORTH OF THE TRACK, AND IN THE TOP OF THE
 FG1010'CONCRETE MILEPOST PROJECTING ABOUT 3 FEET ABOVE GROUND.  A COPPER
 FG1010'BOLT.
 FG1010
 FG1010                          STATION RECOVERY (1984)
 FG1010
 FG1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1010'MARK FOUND ON TOP OF RAILROAD AGGREGATE, BOLT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0394 ***********************************************************************
 DL0394  DESIGNATION -  MP 430
 DL0394  PID         -  DL0394
 DL0394  STATE/COUNTY-  AR/CLARK
 DL0394  USGS QUAD   -  WHELEN SPRINGS (1970)
 DL0394
 DL0394                         *CURRENT SURVEY CONTROL
 DL0394  ___________________________________________________________________
 DL0394* NAD 83(1986)-  33 52 13.     (N)    093 08 17.     (W)     SCALED    
 DL0394* NAVD 88     -        79.749  (meters)     261.64   (feet)  ADJUSTED  
 DL0394  ___________________________________________________________________
 DL0394  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DL0394  DYNAMIC HT  -          79.668 (meters)     261.38  (feet)  COMP
 DL0394  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 DL0394
 DL0394  VERT ORDER  -  FIRST     CLASS II
 DL0394
 DL0394.The horizontal coordinates were scaled from a topographic map and have
 DL0394.an estimated accuracy of +/- 6 seconds.
 DL0394
 DL0394.The orthometric height was determined by differential leveling
 DL0394.and adjusted by the National Geodetic Survey in June 1991..
 DL0394.WARNING-Repeat measurements at this control monument indicate possible
 DL0394.vertical movement.
 DL0394
 DL0394.The geoid height was determined by GEOID03.
 DL0394
 DL0394.The dynamic height is computed by dividing the NAVD 88
 DL0394.geopotential number by the normal gravity value computed on the
 DL0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0394.degrees latitude (g = 980.6199 gals.).
 DL0394
 DL0394.The modeled gravity was interpolated from observed gravity values.
 DL0394
 DL0394;                    North         East    Units  Estimated Accuracy
 DL0394;SPC AR S     -   534,080.      294,710.      MT  (+/- 180 meters Scaled)
 DL0394
 DL0394                          SUPERSEDED SURVEY CONTROL
 DL0394
 DL0394  NGVD 29 (??/??/92)   79.757  (m)          261.67   (f) ADJ UNCH    1 2
 DL0394
 DL0394.Superseded values are not recommended for survey control.
 DL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0394.See file dsdata.txt to determine how the superseded data were derived.
 DL0394
 DL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT872477(NAD 83)
 DL0394_MARKER: B = BOLT
 DL0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0394+STABILITY: SURFACE MOTION
 DL0394
 DL0394  HISTORY     - Date     Condition        Report By
 DL0394  HISTORY     - UNK      MONUMENTED       MPRR
 DL0394  HISTORY     - 1960     GOOD             NGS
 DL0394  HISTORY     - 1964     GOOD             NGS
 DL0394
 DL0394                          STATION DESCRIPTION
 DL0394
 DL0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0394'3.7 MI SE FROM GURDON.
 DL0394'ABOUT 0.3 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0394'STATION AT GURDON, THENCE 3.4 MILES SOUTHEAST ALONG A BRANCH LINE OF
 DL0394'THE MISSOURI PACIFIC RAILROAD, 48 FEET WEST OF AND ACROSS THE TRACKS
 DL0394'FROM MILEPOLE 430, 18 FEET WEST OF THE WEST RAIL, 0.2 MILE SOUTHWEST
 DL0394'OF A ROAD CROSSING, ABOUT 3 INCHES BELOW THE TRACKS, A BRASS BOLT
 DL0394'IMBEDED IN THE TOP OF A CONCRETE POST PROJECTING 2.8 FEET.
 DL0394
 DL0394                          STATION RECOVERY (1964)
 DL0394
 DL0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1004 ***********************************************************************
 FG1004  DESIGNATION -  MP 430
 FG1004  PID         -  FG1004
 FG1004  STATE/COUNTY-  AR/JOHNSON
 FG1004  USGS QUAD   -  DELAWARE (1993)
 FG1004
 FG1004                         *CURRENT SURVEY CONTROL
 FG1004  ___________________________________________________________________
 FG1004* NAD 83(1986)-  35 20 32.     (N)    093 19 35.     (W)     SCALED    
 FG1004* NAVD 88     -       107.001  (meters)     351.05   (feet)  ADJUSTED  
 FG1004  ___________________________________________________________________
 FG1004  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1004  DYNAMIC HT  -         106.900 (meters)     350.72  (feet)  COMP
 FG1004  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FG1004
 FG1004  VERT ORDER  -  FIRST     CLASS II
 FG1004
 FG1004.The horizontal coordinates were scaled from a topographic map and have
 FG1004.an estimated accuracy of +/- 6 seconds.
 FG1004
 FG1004.The orthometric height was determined by differential leveling
 FG1004.and adjusted by the National Geodetic Survey in June 1991..
 FG1004
 FG1004.The geoid height was determined by GEOID03.
 FG1004
 FG1004.The dynamic height is computed by dividing the NAVD 88
 FG1004.geopotential number by the normal gravity value computed on the
 FG1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1004.degrees latitude (g = 980.6199 gals.).
 FG1004
 FG1004.The modeled gravity was interpolated from observed gravity values.
 FG1004
 FG1004;                    North         East    Units  Estimated Accuracy
 FG1004;SPC AR N     -   112,740.      279,430.      MT  (+/- 180 meters Scaled)
 FG1004
 FG1004                          SUPERSEDED SURVEY CONTROL
 FG1004
 FG1004  NGVD 29 (??/??/92)  106.986  (m)          351.00   (f) ADJ UNCH    1 2
 FG1004
 FG1004.Superseded values are not recommended for survey control.
 FG1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1004.See file dsdata.txt to determine how the superseded data were derived.
 FG1004
 FG1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV703110(NAD 83)
 FG1004_MARKER: N = NAIL
 FG1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1004+STABILITY: SURFACE MOTION
 FG1004
 FG1004  HISTORY     - Date     Condition        Report By
 FG1004  HISTORY     - UNK      MONUMENTED       MPRR
 FG1004  HISTORY     - 1932     GOOD             NGS
 FG1004  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1004
 FG1004                          STATION DESCRIPTION
 FG1004
 FG1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1004'IN PINEY.
 FG1004'ON THE MISSOURI PACIFIC R. R. AT MILE 430, 450 FEET E. OF PINEY
 FG1004'STATION AND 18 FEET N. OF MAIN TRACK.
 FG1004
 FG1004                          STATION RECOVERY (1984)
 FG1004
 FG1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1004'SEARCHED FOR BUT NOT RECOVERED THIS DATE, RAILROAD DRAINAGE DITCH
 FG1004'WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1024 ***********************************************************************
 DK1024  DESIGNATION -  MP 430
 DK1024  PID         -  DK1024
 DK1024  STATE/COUNTY-  AR/ASHLEY
 DK1024  USGS QUAD   -  MONTROSE (1981)
 DK1024
 DK1024                         *CURRENT SURVEY CONTROL
 DK1024  ___________________________________________________________________
 DK1024* NAD 83(1986)-  33 19 46.     (N)    091 29 34.     (W)     SCALED    
 DK1024* NAVD 88     -        40.311  (meters)     132.25   (feet)  ADJUSTED  
 DK1024  ___________________________________________________________________
 DK1024  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DK1024  DYNAMIC HT  -          40.268 (meters)     132.11  (feet)  COMP
 DK1024  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 DK1024
 DK1024  VERT ORDER  -  FIRST     CLASS II
 DK1024
 DK1024.The horizontal coordinates were scaled from a topographic map and have
 DK1024.an estimated accuracy of +/- 6 seconds.
 DK1024
 DK1024.The orthometric height was determined by differential leveling
 DK1024.and adjusted by the National Geodetic Survey in June 1991..
 DK1024
 DK1024.The geoid height was determined by GEOID03.
 DK1024
 DK1024.The dynamic height is computed by dividing the NAVD 88
 DK1024.geopotential number by the normal gravity value computed on the
 DK1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1024.degrees latitude (g = 980.6199 gals.).
 DK1024
 DK1024.The modeled gravity was interpolated from observed gravity values.
 DK1024
 DK1024;                    North         East    Units  Estimated Accuracy
 DK1024;SPC AR S     -   473,630.      447,220.      MT  (+/- 180 meters Scaled)
 DK1024
 DK1024                          SUPERSEDED SURVEY CONTROL
 DK1024
 DK1024  NGVD 29 (??/??/??)   40.420  (m)          132.61   (f) ADJUSTED    1 2
 DK1024
 DK1024.Superseded values are not recommended for survey control.
 DK1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1024.See file dsdata.txt to determine how the superseded data were derived.
 DK1024
 DK1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS402888(NAD 83)
 DK1024_MARKER: B = BOLT
 DK1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1024_SP_SET: MILEPOST
 DK1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1024
 DK1024  HISTORY     - Date     Condition        Report By
 DK1024  HISTORY     - UNK      MONUMENTED       MPRR
 DK1024  HISTORY     - 1932     GOOD             CGS
 DK1024  HISTORY     - 1939     GOOD             CGS
 DK1024
 DK1024                          STATION DESCRIPTION
 DK1024
 DK1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK1024'2.1 MI N FROM MONTROSE.
 DK1024'2.1 MILES NORTH ALONG THE
 DK1024'MISSOURI PACIFIC RAILROAD FROM THE JUNCTION AT MONTROSE, ASHLEY
 DK1024'COUNTY, ON THE WEST SHOULDER OF THE TRACK, AND IN THE TOP OF THE
 DK1024'CONCRETE MILEPOST.  A COPPER BOLT.
 DK1024
 DK1024                          STATION RECOVERY (1939)
 DK1024
 DK1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DK1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1001 ***********************************************************************
 FG1001  DESIGNATION -  MP 435
 FG1001  PID         -  FG1001
 FG1001  STATE/COUNTY-  AR/JOHNSON
 FG1001  USGS QUAD   -  CLARKSVILLE (1993)
 FG1001
 FG1001                         *CURRENT SURVEY CONTROL
 FG1001  ___________________________________________________________________
 FG1001* NAD 83(1986)-  35 23 44.     (N)    093 22 52.     (W)     SCALED    
 FG1001* NAVD 88     -       125.748  (meters)     412.56   (feet)  ADJUSTED  
 FG1001  ___________________________________________________________________
 FG1001  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 FG1001  DYNAMIC HT  -         125.631 (meters)     412.17  (feet)  COMP
 FG1001  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FG1001
 FG1001  VERT ORDER  -  FIRST     CLASS II
 FG1001
 FG1001.The horizontal coordinates were scaled from a topographic map and have
 FG1001.an estimated accuracy of +/- 6 seconds.
 FG1001
 FG1001.The orthometric height was determined by differential leveling
 FG1001.and adjusted by the National Geodetic Survey in June 1991..
 FG1001
 FG1001.The geoid height was determined by GEOID03.
 FG1001
 FG1001.The dynamic height is computed by dividing the NAVD 88
 FG1001.geopotential number by the normal gravity value computed on the
 FG1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1001.degrees latitude (g = 980.6199 gals.).
 FG1001
 FG1001.The modeled gravity was interpolated from observed gravity values.
 FG1001
 FG1001;                    North         East    Units  Estimated Accuracy
 FG1001;SPC AR N     -   118,720.      274,540.      MT  (+/- 180 meters Scaled)
 FG1001
 FG1001                          SUPERSEDED SURVEY CONTROL
 FG1001
 FG1001  NGVD 29 (??/??/92)  125.729  (m)          412.50   (f) ADJ UNCH    1 2
 FG1001
 FG1001.Superseded values are not recommended for survey control.
 FG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1001.See file dsdata.txt to determine how the superseded data were derived.
 FG1001
 FG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV653169(NAD 83)
 FG1001_MARKER: N = NAIL
 FG1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1001+STABILITY: SURFACE MOTION
 FG1001
 FG1001  HISTORY     - Date     Condition        Report By
 FG1001  HISTORY     - UNK      MONUMENTED       MPRR
 FG1001  HISTORY     - 1932     GOOD             NGS
 FG1001  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1001
 FG1001                          STATION DESCRIPTION
 FG1001
 FG1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1001'1.5 MI NW FROM KNOXVILLE.
 FG1001'ON THE MISSOURI PACIFIC R. R. AT MILE 435, 1 MILE E. OF KNOXVILLE
 FG1001'JCT., 300 FEET W. OF HIGHWAY CROSSING AND 4 FEET N. OF TRACK.
 FG1001
 FG1001                          STATION RECOVERY (1984)
 FG1001
 FG1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1001'NOT RECOVERED, TRACK CLEARED AND IS NOW COVERED WITH RAILROAD
 FG1001'AGGREGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1349 ***********************************************************************
 DK1349  DESIGNATION -  MP 440
 DK1349  PID         -  DK1349
 DK1349  STATE/COUNTY-  AR/ASHLEY
 DK1349  USGS QUAD   -  PORTLAND (1960)
 DK1349
 DK1349                         *CURRENT SURVEY CONTROL
 DK1349  ___________________________________________________________________
 DK1349* NAD 83(1986)-  33 11 19.     (N)    091 31 43.     (W)     SCALED    
 DK1349* NAVD 88     -        35.623  (meters)     116.87   (feet)  ADJUSTED  
 DK1349  ___________________________________________________________________
 DK1349  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DK1349  DYNAMIC HT  -          35.586 (meters)     116.75  (feet)  COMP
 DK1349  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DK1349
 DK1349  VERT ORDER  -  SECOND    CLASS 0
 DK1349
 DK1349.The horizontal coordinates were scaled from a topographic map and have
 DK1349.an estimated accuracy of +/- 6 seconds.
 DK1349
 DK1349.The orthometric height was determined by differential leveling
 DK1349.and adjusted by the National Geodetic Survey in June 1991..
 DK1349
 DK1349.The geoid height was determined by GEOID03.
 DK1349
 DK1349.The dynamic height is computed by dividing the NAVD 88
 DK1349.geopotential number by the normal gravity value computed on the
 DK1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1349.degrees latitude (g = 980.6199 gals.).
 DK1349
 DK1349.The modeled gravity was interpolated from observed gravity values.
 DK1349
 DK1349;                    North         East    Units  Estimated Accuracy
 DK1349;SPC AR S     -   457,990.      443,960.      MT  (+/- 180 meters Scaled)
 DK1349
 DK1349                          SUPERSEDED SURVEY CONTROL
 DK1349
 DK1349  NGVD 29 (??/??/??)   35.735  (m)          117.24   (f) ADJUSTED    2 0
 DK1349
 DK1349.Superseded values are not recommended for survey control.
 DK1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1349.See file dsdata.txt to determine how the superseded data were derived.
 DK1349
 DK1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS371731(NAD 83)
 DK1349_MARKER: B = BOLT
 DK1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1349_SP_SET: MILEPOST
 DK1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1349
 DK1349  HISTORY     - Date     Condition        Report By
 DK1349  HISTORY     - UNK      MONUMENTED       MPRR
 DK1349  HISTORY     - 1932     GOOD             CGS
 DK1349  HISTORY     - 1935     GOOD             CGS
 DK1349
 DK1349                          STATION DESCRIPTION
 DK1349
 DK1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK1349'3.8 MI S FROM PORTLAND.
 DK1349'ABOUT 3.8 MILES SOUTH ALONG M.P.R.R.  NOTE-- ONLY DESCRIPTION
 DK1349'AVAILABLE.
 DK1349
 DK1349                          STATION RECOVERY (1935)
 DK1349
 DK1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DK1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0995 ***********************************************************************
 FG0995  DESIGNATION -  MP 440
 FG0995  PID         -  FG0995
 FG0995  STATE/COUNTY-  AR/JOHNSON
 FG0995  USGS QUAD   -  CLARKSVILLE (1993)
 FG0995
 FG0995                         *CURRENT SURVEY CONTROL
 FG0995  ___________________________________________________________________
 FG0995* NAD 83(1986)-  35 27 10.     (N)    093 24 42.     (W)     SCALED    
 FG0995* NAVD 88     -       132.545  (meters)     434.86   (feet)  ADJUSTED  
 FG0995  ___________________________________________________________________
 FG0995  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FG0995  DYNAMIC HT  -         132.423 (meters)     434.46  (feet)  COMP
 FG0995  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FG0995
 FG0995  VERT ORDER  -  FIRST     CLASS II
 FG0995
 FG0995.The horizontal coordinates were scaled from a topographic map and have
 FG0995.an estimated accuracy of +/- 6 seconds.
 FG0995
 FG0995.The orthometric height was determined by differential leveling
 FG0995.and adjusted by the National Geodetic Survey in June 1991..
 FG0995
 FG0995.The geoid height was determined by GEOID03.
 FG0995
 FG0995.The dynamic height is computed by dividing the NAVD 88
 FG0995.geopotential number by the normal gravity value computed on the
 FG0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0995.degrees latitude (g = 980.6199 gals.).
 FG0995
 FG0995.The modeled gravity was interpolated from observed gravity values.
 FG0995
 FG0995;                    North         East    Units  Estimated Accuracy
 FG0995;SPC AR N     -   125,110.      271,860.      MT  (+/- 180 meters Scaled)
 FG0995
 FG0995                          SUPERSEDED SURVEY CONTROL
 FG0995
 FG0995  NGVD 29 (??/??/92)  132.522  (m)          434.78   (f) ADJ UNCH    1 2
 FG0995
 FG0995.Superseded values are not recommended for survey control.
 FG0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0995.See file dsdata.txt to determine how the superseded data were derived.
 FG0995
 FG0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV626233(NAD 83)
 FG0995_MARKER: N = NAIL
 FG0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0995+STABILITY: SURFACE MOTION
 FG0995
 FG0995  HISTORY     - Date     Condition        Report By
 FG0995  HISTORY     - UNK      MONUMENTED       MPRR
 FG0995  HISTORY     - 1932     GOOD             NGS
 FG0995  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0995
 FG0995                          STATION DESCRIPTION
 FG0995
 FG0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0995'1.2 MI S FROM CLARKESVILLE.
 FG0995'ON THE M.P. R.R. AT MILE POLE NO 444, 4 FEET W. OF THE RAILROAD. ABOUT
 FG0995'1 1/2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM LAMAR,
 FG0995'JOHNSON COUNTY, 4 FEET NORTH OF THE TRACK, AND IN THE TOP OF THE
 FG0995'CONCRETE MILEPOST PROJECTING ABOUT 3 FEET ABOVE GROUND.  A COPPER
 FG0995'BOLT.
 FG0995
 FG0995                          STATION RECOVERY (1984)
 FG0995
 FG0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0995'SEARCHED FOR AND NOT RECOVERED THIS DATE, TRACK WIDENED AND PRESUMED
 FG0995'COVERED OVER BY RAILROAD AGGREGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1375 ***********************************************************************
 DK1375  DESIGNATION -  MP 45
 DK1375  PID         -  DK1375
 DK1375  STATE/COUNTY-  AR/ASHLEY
 DK1375  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1375
 DK1375                         *CURRENT SURVEY CONTROL
 DK1375  ___________________________________________________________________
 DK1375* NAD 83(1986)-  33 10 35.     (N)    091 53 04.     (W)     SCALED    
 DK1375* NAVD 88     -        54.017  (meters)     177.22   (feet)  ADJUSTED  
 DK1375  ___________________________________________________________________
 DK1375  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DK1375  DYNAMIC HT  -          53.960 (meters)     177.03  (feet)  COMP
 DK1375  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 DK1375
 DK1375  VERT ORDER  -  SECOND    CLASS 0
 DK1375
 DK1375.The horizontal coordinates were scaled from a topographic map and have
 DK1375.an estimated accuracy of +/- 6 seconds.
 DK1375
 DK1375.The orthometric height was determined by differential leveling
 DK1375.and adjusted by the National Geodetic Survey in June 1991..
 DK1375
 DK1375.The geoid height was determined by GEOID03.
 DK1375
 DK1375.The dynamic height is computed by dividing the NAVD 88
 DK1375.geopotential number by the normal gravity value computed on the
 DK1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1375.degrees latitude (g = 980.6199 gals.).
 DK1375
 DK1375.The modeled gravity was interpolated from observed gravity values.
 DK1375
 DK1375;                    North         East    Units  Estimated Accuracy
 DK1375;SPC AR S     -   456,540.      410,780.      MT  (+/- 180 meters Scaled)
 DK1375
 DK1375                          SUPERSEDED SURVEY CONTROL
 DK1375
 DK1375  NGVD 29 (??/??/??)   54.095  (m)          177.48   (f) ADJUSTED    2 0
 DK1375
 DK1375.Superseded values are not recommended for survey control.
 DK1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1375.See file dsdata.txt to determine how the superseded data were derived.
 DK1375
 DK1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS040713(NAD 83)
 DK1375_MARKER: B = BOLT
 DK1375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1375_SP_SET: MILEPOST
 DK1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1375
 DK1375  HISTORY     - Date     Condition        Report By
 DK1375  HISTORY     - UNK      MONUMENTED       MPRR
 DK1375  HISTORY     - 1934     GOOD             CGS
 DK1375
 DK1375                          STATION DESCRIPTION
 DK1375
 DK1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1375'5.25 MI NE FROM CROSSETT.
 DK1375'5 1/4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK1375'STATION AT CROSSETT, ASHLEY COUNTY, AT POLE 469/7, AT MILEPOST 45, AND
 DK1375'IN THE TOP OF THE CONCRETE MILEPOST.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1169 ***********************************************************************
 DK1169  DESIGNATION -  MP 450
 DK1169  PID         -  DK1169
 DK1169  STATE/COUNTY-  AR/CHICOT
 DK1169  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1169
 DK1169                         *CURRENT SURVEY CONTROL
 DK1169  ___________________________________________________________________
 DK1169* NAD 83(1986)-  33 04 00.     (N)    091 16 53.     (W)     SCALED    
 DK1169* NAVD 88     -        41.214  (meters)     135.22   (feet)  ADJUSTED  
 DK1169  ___________________________________________________________________
 DK1169  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK1169  DYNAMIC HT  -          41.169 (meters)     135.07  (feet)  COMP
 DK1169  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DK1169
 DK1169  VERT ORDER  -  SECOND    CLASS 0
 DK1169
 DK1169.The horizontal coordinates were scaled from a topographic map and have
 DK1169.an estimated accuracy of +/- 6 seconds.
 DK1169
 DK1169.The orthometric height was determined by differential leveling
 DK1169.and adjusted by the National Geodetic Survey in June 1991..
 DK1169
 DK1169.The geoid height was determined by GEOID03.
 DK1169
 DK1169.The dynamic height is computed by dividing the NAVD 88
 DK1169.geopotential number by the normal gravity value computed on the
 DK1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1169.degrees latitude (g = 980.6199 gals.).
 DK1169
 DK1169.The modeled gravity was interpolated from observed gravity values.
 DK1169
 DK1169;                    North         East    Units  Estimated Accuracy
 DK1169;SPC AR S     -   444,600.      467,110.      MT  (+/- 180 meters Scaled)
 DK1169
 DK1169                          SUPERSEDED SURVEY CONTROL
 DK1169
 DK1169  NGVD 29 (??/??/??)   41.317  (m)          135.55   (f) ADJUSTED    2 0
 DK1169
 DK1169.Superseded values are not recommended for survey control.
 DK1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1169.See file dsdata.txt to determine how the superseded data were derived.
 DK1169
 DK1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS604599(NAD 83)
 DK1169_MARKER: Z = SEE DESCRIPTION
 DK1169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1169_SP_SET: CONCRETE MILEPOST
 DK1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1169
 DK1169  HISTORY     - Date     Condition        Report By
 DK1169  HISTORY     - UNK      MONUMENTED       MPRR
 DK1169  HISTORY     - 1935     GOOD             CGS
 DK1169
 DK1169                          STATION DESCRIPTION
 DK1169
 DK1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1169'3.4 MI S FROM EUDORA.
 DK1169'3.4 MILES SOUTH OF, ALONG MISSOURI PACIFIC RAILROAD FROM THE CITY HALL
 DK1169'AT EUDORA, CHICOT COUNTY, IN THE TOP OF A CONCRETE MILEPOST 450, AND
 DK1169'10 FEET WEST OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1208 ***********************************************************************
 FG1208  DESIGNATION -  MP 450
 FG1208  PID         -  FG1208
 FG1208  STATE/COUNTY-  AR/JOHNSON
 FG1208  USGS QUAD   -  COAL HILL (1993)
 FG1208
 FG1208                         *CURRENT SURVEY CONTROL
 FG1208  ___________________________________________________________________
 FG1208* NAD 83(1986)-  35 25 42.     (N)    093 37 37.     (W)     SCALED    
 FG1208* NAVD 88     -       120.534  (meters)     395.45   (feet)  ADJUSTED  
 FG1208  ___________________________________________________________________
 FG1208  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 FG1208  DYNAMIC HT  -         120.422 (meters)     395.08  (feet)  COMP
 FG1208  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FG1208
 FG1208  VERT ORDER  -  FIRST     CLASS II
 FG1208
 FG1208.The horizontal coordinates were scaled from a topographic map and have
 FG1208.an estimated accuracy of +/- 6 seconds.
 FG1208
 FG1208.The orthometric height was determined by differential leveling
 FG1208.and adjusted by the National Geodetic Survey in June 1991..
 FG1208
 FG1208.The geoid height was determined by GEOID03.
 FG1208
 FG1208.The dynamic height is computed by dividing the NAVD 88
 FG1208.geopotential number by the normal gravity value computed on the
 FG1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1208.degrees latitude (g = 980.6199 gals.).
 FG1208
 FG1208.The modeled gravity was interpolated from observed gravity values.
 FG1208
 FG1208;                    North         East    Units  Estimated Accuracy
 FG1208;SPC AR N     -   122,700.      252,270.      MT  (+/- 180 meters Scaled)
 FG1208
 FG1208                          SUPERSEDED SURVEY CONTROL
 FG1208
 FG1208  NGVD 29 (??/??/92)  120.501  (m)          395.34   (f) ADJ UNCH    1 2
 FG1208
 FG1208.Superseded values are not recommended for survey control.
 FG1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1208.See file dsdata.txt to determine how the superseded data were derived.
 FG1208
 FG1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV430207(NAD 83)
 FG1208_MARKER: B = BOLT
 FG1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1208+STABILITY: SURFACE MOTION
 FG1208
 FG1208  HISTORY     - Date     Condition        Report By
 FG1208  HISTORY     - UNK      MONUMENTED       MPRR
 FG1208  HISTORY     - 1935     GOOD             NGS
 FG1208  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1208
 FG1208                          STATION DESCRIPTION
 FG1208
 FG1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1208'0.7 MI W FROM HARTMAN.
 FG1208'ABOUT 0.7 MILE WEST, ALONG THE NORTHERN BRANCH OF MISSOURI PACIFIC
 FG1208'R.R., FROM RAILROAD STATION AT HARTMAN.  SET IN TOP OF MILE POST, 4.2
 FG1208'FT. NORTH OF CENTERLINE OF MISSOURI PACIFIC R.R.  3 FEET ABOVE THE
 FG1208'GROUND IN 6 BY 6 CONCRETE POST.
 FG1208
 FG1208                          STATION RECOVERY (1984)
 FG1208
 FG1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1208'NOT RECOVERED, THIS BRANCH OF THE RAILROAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1201 ***********************************************************************
 FG1201  DESIGNATION -  MP 460
 FG1201  PID         -  FG1201
 FG1201  STATE/COUNTY-  AR/FRANKLIN
 FG1201  USGS QUAD   -  OZARK (1993)
 FG1201
 FG1201                         *CURRENT SURVEY CONTROL
 FG1201  ___________________________________________________________________
 FG1201* NAD 83(1986)-  35 27 49.     (N)    093 47 26.     (W)     SCALED    
 FG1201* NAVD 88     -       138.944  (meters)     455.85   (feet)  ADJUSTED  
 FG1201  ___________________________________________________________________
 FG1201  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 FG1201  DYNAMIC HT  -         138.815 (meters)     455.43  (feet)  COMP
 FG1201  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 FG1201
 FG1201  VERT ORDER  -  FIRST     CLASS II
 FG1201
 FG1201.The horizontal coordinates were scaled from a topographic map and have
 FG1201.an estimated accuracy of +/- 6 seconds.
 FG1201
 FG1201.The orthometric height was determined by differential leveling
 FG1201.and adjusted by the National Geodetic Survey in June 1991..
 FG1201
 FG1201.The geoid height was determined by GEOID03.
 FG1201
 FG1201.The dynamic height is computed by dividing the NAVD 88
 FG1201.geopotential number by the normal gravity value computed on the
 FG1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1201.degrees latitude (g = 980.6199 gals.).
 FG1201
 FG1201.The modeled gravity was interpolated from observed gravity values.
 FG1201
 FG1201;                    North         East    Units  Estimated Accuracy
 FG1201;SPC AR N     -   126,870.      237,490.      MT  (+/- 180 meters Scaled)
 FG1201
 FG1201                          SUPERSEDED SURVEY CONTROL
 FG1201
 FG1201  NGVD 29 (??/??/92)  138.898  (m)          455.70   (f) ADJ UNCH    1 2
 FG1201
 FG1201.Superseded values are not recommended for survey control.
 FG1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1201.See file dsdata.txt to determine how the superseded data were derived.
 FG1201
 FG1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV282247(NAD 83)
 FG1201_MARKER: B = BOLT
 FG1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1201+STABILITY: SURFACE MOTION
 FG1201
 FG1201  HISTORY     - Date     Condition        Report By
 FG1201  HISTORY     - UNK      MONUMENTED       MPRR
 FG1201  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1201  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1201
 FG1201                          STATION DESCRIPTION
 FG1201
 FG1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1201'2.0 MI W FROM ALTUS.
 FG1201'ABOUT 2.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM ALTUS,
 FG1201'FRANKLIN COUNTY, 4 FEET NORTH OF THE TRACK, AND IN THE TOP OF THE
 FG1201'CONCRETE MILEPOST PROJECTING ABOUT 3 FEET ABOVE GROUND.  A COPPER
 FG1201'BOLT.
 FG1201
 FG1201                          STATION RECOVERY (1963)
 FG1201
 FG1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1195 ***********************************************************************
 FG1195  DESIGNATION -  MP 465
 FG1195  PID         -  FG1195
 FG1195  STATE/COUNTY-  AR/FRANKLIN
 FG1195  USGS QUAD   -  OZARK (1993)
 FG1195
 FG1195                         *CURRENT SURVEY CONTROL
 FG1195  ___________________________________________________________________
 FG1195* NAD 83(1986)-  35 29 06.     (N)    093 49 45.     (W)     SCALED    
 FG1195* NAVD 88     -       116.35   (+/-2cm)     381.7    (feet)  VERTCON   
 FG1195  ___________________________________________________________________
 FG1195  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FG1195
 FG1195  VERT ORDER  -  ? (See Below)
 FG1195
 FG1195.The horizontal coordinates were scaled from a topographic map and have
 FG1195.an estimated accuracy of +/- 6 seconds.
 FG1195
 FG1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1195.The vertical order pertains to the NGVD 29 superseded value.
 FG1195
 FG1195.The geoid height was determined by GEOID03.
 FG1195
 FG1195;                    North         East    Units  Estimated Accuracy
 FG1195;SPC AR N     -   129,310.      234,030.      MT  (+/- 180 meters Scaled)
 FG1195
 FG1195                          SUPERSEDED SURVEY CONTROL
 FG1195
 FG1195  NGVD 29 (??/??/92)  116.299  (m)          381.56   (f) ADJ UNCH    ?  
 FG1195
 FG1195.Superseded values are not recommended for survey control.
 FG1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1195.See file dsdata.txt to determine how the superseded data were derived.
 FG1195
 FG1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV247271(NAD 83)
 FG1195_MARKER: B = BOLT
 FG1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1195+STABILITY: SURFACE MOTION
 FG1195
 FG1195  HISTORY     - Date     Condition        Report By
 FG1195  HISTORY     - UNK      MONUMENTED       MPRR
 FG1195  HISTORY     - 1959     GOOD             NGS
 FG1195
 FG1195                          STATION DESCRIPTION
 FG1195
 FG1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1195'IN OZARK.
 FG1195'AT OZARK, FRANKLIN COUNTY, ABOUT 275 YARDS WEST OF THE MISSOURI
 FG1195'PACIFIC RR STATION, 4 FEET NORTH OF THE TRACK, AND IN THE TOP OF THE
 FG1195'CONCRETE MILEPOST PROJECTING ABOUT 3 FEET ABOVE GROUND.  A COPPER
 FG1195'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1191 ***********************************************************************
 FG1191  DESIGNATION -  MP 470
 FG1191  PID         -  FG1191
 FG1191  STATE/COUNTY-  AR/FRANKLIN
 FG1191  USGS QUAD   -  CECIL (1993)
 FG1191
 FG1191                         *CURRENT SURVEY CONTROL
 FG1191  ___________________________________________________________________
 FG1191* NAD 83(1986)-  35 27 08.     (N)    093 53 49.     (W)     SCALED    
 FG1191* NAVD 88     -       115.69   (+/-2cm)     379.6    (feet)  VERTCON   
 FG1191  ___________________________________________________________________
 FG1191  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 FG1191
 FG1191  VERT ORDER  -  ? (See Below)
 FG1191
 FG1191.The horizontal coordinates were scaled from a topographic map and have
 FG1191.an estimated accuracy of +/- 6 seconds.
 FG1191
 FG1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1191.The vertical order pertains to the NGVD 29 superseded value.
 FG1191
 FG1191.The geoid height was determined by GEOID03.
 FG1191
 FG1191;                    North         East    Units  Estimated Accuracy
 FG1191;SPC AR N     -   125,790.      227,810.      MT  (+/- 180 meters Scaled)
 FG1191
 FG1191                          SUPERSEDED SURVEY CONTROL
 FG1191
 FG1191  NGVD 29 (??/??/92)  115.636  (m)          379.38   (f) ADJ UNCH    ?  
 FG1191
 FG1191.Superseded values are not recommended for survey control.
 FG1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1191.See file dsdata.txt to determine how the superseded data were derived.
 FG1191
 FG1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV186235(NAD 83)
 FG1191_MARKER: B = BOLT
 FG1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1191+STABILITY: SURFACE MOTION
 FG1191
 FG1191  HISTORY     - Date     Condition        Report By
 FG1191  HISTORY     - UNK      MONUMENTED       MPRR
 FG1191  HISTORY     - 1959     GOOD             NGS
 FG1191  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1191
 FG1191                          STATION DESCRIPTION
 FG1191
 FG1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1191'5.1 MI W FROM OZARK.
 FG1191'ABOUT 5.1 MILES WEST ALONG THE MISSOURI PACIFIC RR FROM OZARK,
 FG1191'FRANKLIN COUNTY, ABOUT 0.2 MILE WEST OF THE STATION SIGN AT POPING, 4
 FG1191'FEET NORTH OF THE TRACK, AND IN THE TOP OF THE CONCRETE MILEPOST
 FG1191'PROJECTING ABOUT 3 FEET ABOVE GROUND.  A COPPER BOLT.
 FG1191
 FG1191                          STATION RECOVERY (1963)
 FG1191
 FG1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1373 ***********************************************************************
 DK1373  DESIGNATION -  MP 50
 DK1373  PID         -  DK1373
 DK1373  STATE/COUNTY-  AR/ASHLEY
 DK1373  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1373
 DK1373                         *CURRENT SURVEY CONTROL
 DK1373  ___________________________________________________________________
 DK1373* NAD 83(1986)-  33 08 07.     (N)    091 57 16.     (W)     SCALED    
 DK1373* NAVD 88     -        48.261  (meters)     158.34   (feet)  ADJUSTED  
 DK1373  ___________________________________________________________________
 DK1373  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK1373  DYNAMIC HT  -          48.209 (meters)     158.17  (feet)  COMP
 DK1373  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DK1373
 DK1373  VERT ORDER  -  SECOND    CLASS 0
 DK1373
 DK1373.The horizontal coordinates were scaled from a topographic map and have
 DK1373.an estimated accuracy of +/- 6 seconds.
 DK1373
 DK1373.The orthometric height was determined by differential leveling
 DK1373.and adjusted by the National Geodetic Survey in June 1991..
 DK1373
 DK1373.The geoid height was determined by GEOID03.
 DK1373
 DK1373.The dynamic height is computed by dividing the NAVD 88
 DK1373.geopotential number by the normal gravity value computed on the
 DK1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1373.degrees latitude (g = 980.6199 gals.).
 DK1373
 DK1373.The modeled gravity was interpolated from observed gravity values.
 DK1373
 DK1373;                    North         East    Units  Estimated Accuracy
 DK1373;SPC AR S     -   451,980.      404,250.      MT  (+/- 180 meters Scaled)
 DK1373
 DK1373                          SUPERSEDED SURVEY CONTROL
 DK1373
 DK1373  NGVD 29 (??/??/??)   48.335  (m)          158.58   (f) ADJUSTED    2 0
 DK1373
 DK1373.Superseded values are not recommended for survey control.
 DK1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1373.See file dsdata.txt to determine how the superseded data were derived.
 DK1373
 DK1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS975667(NAD 83)
 DK1373_MARKER: B = BOLT
 DK1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1373_SP_SET: MILEPOST
 DK1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1373
 DK1373  HISTORY     - Date     Condition        Report By
 DK1373  HISTORY     - UNK      MONUMENTED       MPRR
 DK1373  HISTORY     - 1934     GOOD             CGS
 DK1373
 DK1373                          STATION DESCRIPTION
 DK1373
 DK1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1373'0.25 MI E FROM CROSSETT.
 DK1373'1/4 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1373'CROSSETT, ASHLEY COUNTY, AT POLE 474/7, AT MILEPOST 50, AND IN THE TOP
 DK1373'OF THE CONCRETE MILEPOST.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0143 ***********************************************************************
 DL0143  DESIGNATION -  MP 525
 DL0143  PID         -  DL0143
 DL0143  STATE/COUNTY-  AR/UNION
 DL0143  USGS QUAD   -  HUTTIG (1981)
 DL0143
 DL0143                         *CURRENT SURVEY CONTROL
 DL0143  ___________________________________________________________________
 DL0143* NAD 83(1986)-  33 03 36.     (N)    092 09 36.     (W)     SCALED    
 DL0143* NAVD 88     -        27.032  (meters)      88.69   (feet)  ADJUSTED  
 DL0143  ___________________________________________________________________
 DL0143  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0143  DYNAMIC HT  -          27.003 (meters)      88.59  (feet)  COMP
 DL0143  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DL0143
 DL0143  VERT ORDER  -  FIRST     CLASS II
 DL0143
 DL0143.The horizontal coordinates were scaled from a topographic map and have
 DL0143.an estimated accuracy of +/- 6 seconds.
 DL0143
 DL0143.The orthometric height was determined by differential leveling
 DL0143.and adjusted by the National Geodetic Survey in June 1991..
 DL0143
 DL0143.The geoid height was determined by GEOID03.
 DL0143
 DL0143.The dynamic height is computed by dividing the NAVD 88
 DL0143.geopotential number by the normal gravity value computed on the
 DL0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0143.degrees latitude (g = 980.6199 gals.).
 DL0143
 DL0143.The modeled gravity was interpolated from observed gravity values.
 DL0143
 DL0143;                    North         East    Units  Estimated Accuracy
 DL0143;SPC AR S     -   443,640.      385,060.      MT  (+/- 180 meters Scaled)
 DL0143
 DL0143                          SUPERSEDED SURVEY CONTROL
 DL0143
 DL0143  NGVD 29 (??/??/92)   27.087  (m)           88.87   (f) ADJ UNCH    1 2
 DL0143
 DL0143.Superseded values are not recommended for survey control.
 DL0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0143.See file dsdata.txt to determine how the superseded data were derived.
 DL0143
 DL0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS784582(NAD 83)
 DL0143_MARKER: B = BOLT
 DL0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0143+STABILITY: SURFACE MOTION
 DL0143
 DL0143  HISTORY     - Date     Condition        Report By
 DL0143  HISTORY     - UNK      MONUMENTED       MPRR
 DL0143  HISTORY     - 1960     GOOD             NGS
 DL0143  HISTORY     - 1964     GOOD             NGS
 DL0143
 DL0143                          STATION DESCRIPTION
 DL0143
 DL0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0143'IN FELSENTHAL.
 DL0143'AT FELSENTHAL, IN SECTION 17, T 19 S, R 10 W, 261 FEET SOUTH AND
 DL0143'ACROSS THE MISSOURI PACIFIC RAILROAD TRACK FROM THE POST OFFICE, 98
 DL0143'1/2 FEET SOUTHWEST AND ACROSS THE TRACK FROM MILEPOST 525, 289 FEET
 DL0143'EAST OF THE CENTER OF A ROAD CROSSING, 94 FEET WEST OF A RAILROAD TOOL
 DL0143'HOUSE, 3.2 FEET SOUTHWEST OF THE FELSENTHAL STATION SIGN, ABOUT 5
 DL0143'INCHES ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 DL0143'PROJECTING 9 INCHES.
 DL0143
 DL0143                          STATION RECOVERY (1964)
 DL0143
 DL0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0152 ***********************************************************************
 DL0152  DESIGNATION -  MP 535
 DL0152  PID         -  DL0152
 DL0152  STATE/COUNTY-  AR/ASHLEY
 DL0152  USGS QUAD   -  FELSENTHAL DAM (1981)
 DL0152
 DL0152                         *CURRENT SURVEY CONTROL
 DL0152  ___________________________________________________________________
 DL0152* NAD 83(1986)-  33 01 36.     (N)    092 00 54.     (W)     SCALED    
 DL0152* NAVD 88     -        25.16   (+/-2cm)      82.5    (feet)  VERTCON   
 DL0152  ___________________________________________________________________
 DL0152  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DL0152
 DL0152  VERT ORDER  -  ? (See Below)
 DL0152
 DL0152.The horizontal coordinates were scaled from a topographic map and have
 DL0152.an estimated accuracy of +/- 6 seconds.
 DL0152
 DL0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0152.The vertical order pertains to the NGVD 29 superseded value.
 DL0152
 DL0152.The geoid height was determined by GEOID03.
 DL0152
 DL0152;                    North         East    Units  Estimated Accuracy
 DL0152;SPC AR S     -   439,930.      398,600.      MT  (+/- 180 meters Scaled)
 DL0152
 DL0152                          SUPERSEDED SURVEY CONTROL
 DL0152
 DL0152  NGVD 29 (??/??/92)   25.235  (m)           82.79   (f) ADJ UNCH    ?  
 DL0152
 DL0152.Superseded values are not recommended for survey control.
 DL0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0152.See file dsdata.txt to determine how the superseded data were derived.
 DL0152
 DL0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS919546(NAD 83)
 DL0152_MARKER: B = BOLT
 DL0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0152_SP_SET: MILEPOST
 DL0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0152
 DL0152  HISTORY     - Date     Condition        Report By
 DL0152  HISTORY     - UNK      MONUMENTED       MPRR
 DL0152  HISTORY     - 1934     GOOD             NGS
 DL0152
 DL0152                          STATION DESCRIPTION
 DL0152
 DL0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0152'1.1 MI N FROM WHITE.
 DL0152'1.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 DL0152'AT WHITE, ASHLEY COUNTY, AND IN THE TOP OF CONCRETE MILEPOST 535.  A
 DL0152'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6709 ***********************************************************************
 DG6709  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6709  DESIGNATION -  MRCL 23
 DG6709  PID         -  DG6709
 DG6709  STATE/COUNTY-  AR/CHICOT
 DG6709  USGS QUAD   -  AVON (1970)
 DG6709
 DG6709                         *CURRENT SURVEY CONTROL
 DG6709  ___________________________________________________________________
 DG6709* NAD 83(1997)-  33 14 50.65685(N)    091 06 39.30956(W)     ADJUSTED  
 DG6709* NAVD 88     -        36.51   (meters)     119.8    (feet)  GPS OBS   
 DG6709  ___________________________________________________________________
 DG6709  X           -    -103,521.941 (meters)                     COMP
 DG6709  Y           -  -5,338,485.788 (meters)                     COMP
 DG6709  Z           -   3,476,944.033 (meters)                     COMP
 DG6709  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DG6709  ELLIP HEIGHT-          10.20  (meters)          (08/03/04) GPS OBS
 DG6709  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DG6709
 DG6709  HORZ ORDER  -  FIRST
 DG6709  ELLP ORDER  -  FOURTH    CLASS II
 DG6709
 DG6709.The horizontal coordinates were established by GPS observations
 DG6709.and adjusted by the National Geodetic Survey in August 2004..
 DG6709
 DG6709.The orthometric height was determined by GPS observations and a
 DG6709.high-resolution geoid model using precise GPS observation and
 DG6709.processing techniques.
 DG6709
 DG6709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6709
 DG6709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6709
 DG6709.The ellipsoidal height was determined by GPS observations
 DG6709.and is referenced to NAD 83.
 DG6709
 DG6709.The geoid height was determined by GEOID03.
 DG6709
 DG6709;                    North         East     Units Scale Factor Converg.
 DG6709;SPC AR S     -   464,772.095   482,854.741   MT  1.00001208   +0 29 51.4
 DG6709;SPC AR S     - 1,524,839.78  1,584,165.93   sFT  1.00001208   +0 29 51.4
 DG6709;UTM  15      - 3,680,305.761   675,988.704   MT  0.99998187   +1 02 09.5
 DG6709
 DG6709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6709!SPC AR S     -   0.99999840  x   1.00001208  =   1.00001048
 DG6709!UTM  15      -   0.99999840  x   0.99998187  =   0.99998027
 DG6709
 DG6709                          SUPERSEDED SURVEY CONTROL
 DG6709
 DG6709.No superseded survey control is available for this station.
 DG6709
 DG6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7598980306(NAD 83)
 DG6709_MARKER: I = METAL ROD
 DG6709_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6709_STAMPING: MRCL 23 2003
 DG6709_MARK LOGO: USACE 
 DG6709_PROJECTION: RECESSED 10 CENTIMETERS
 DG6709_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6709+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 DG6709_ROD/PIPE-DEPTH: 14.6 meters
 DG6709
 DG6709  HISTORY     - Date     Condition        Report By
 DG6709  HISTORY     - 20030413 MONUMENTED       EMCINC
 DG6709  HISTORY     - 20030731 GOOD             EMCINC
 DG6709
 DG6709                          STATION DESCRIPTION
 DG6709
 DG6709'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6709'TO REACH WARFIELD POINT LANDING FROM THE INTERSECTION OF STATE HIGHWAY
 DG6709'1 AND HIGHWAY  82 IN GREENVILLE, MISSISSIPPI, PROCEED WEST, SOUTHWEST
 DG6709'ON HIGHWAY 82 FOR 5.4 MILES TO A  PAVED ROAD TO THE RIGHT (MP AND L
 DG6709'ROAD), TURN RIGHT ON MP AND L ROAD AND PROCEED 1.4  MILES WEST TO THE
 DG6709'MP AND L ROAD AND LEVEE ROAD INTERSECTION, PROCEED STRAIGHT ACROSS
 DG6709'LEVEE ROAD AND CONTINUE FOR 0.7 MILES NORTHEAST TO AN INTERSECTION IN
 DG6709'THE ROAD. TURN  LEFT AT INTERSECTION AND PROCEED WEST FOR 150 FEET TO
 DG6709'ANOTHER INTERSECTION. TURN  RIGHT AT INTERSECTION AND PROCEED
 DG6709'NORTHEAST FOR 650 FEET, BOAT RAMP WILL BE TO THE  LEFT.
 DG6709' 
 DG6709'FROM THE COUNTY BOAT RAMP AT WARFIELD POINT PARK PROCEED WEST FOR 0.25
 DG6709'MILES TO  MOUTH OF LAKE FERGUSON. FROM SAID MOUTH PROCEED DOWNSTREAM
 DG6709'FOR 9.9 MILES TO ANCONIA  LOWER LIGHT ON THE RIGHT DESCENDING BANK AT
 DG6709'RM 527.4. FROM SAID LIGHT PROCEED DUE EAST  ACROSS RIVER TO MARK ON
 DG6709'LEFT DESCENDING BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6694 ***********************************************************************
 DG6694  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6694  DESIGNATION -  MRCL 8
 DG6694  PID         -  DG6694
 DG6694  STATE/COUNTY-  AR/DESHA
 DG6694  USGS QUAD   -  ROSEDALE (1972)
 DG6694
 DG6694                         *CURRENT SURVEY CONTROL
 DG6694  ___________________________________________________________________
 DG6694* NAD 83(1997)-  33 47 08.03242(N)    091 02 13.37477(W)     ADJUSTED  
 DG6694* NAVD 88     -        43.07   (meters)     141.3    (feet)  GPS OBS   
 DG6694  ___________________________________________________________________
 DG6694  X           -     -96,042.583 (meters)                     COMP
 DG6694  Y           -  -5,305,666.495 (meters)                     COMP
 DG6694  Z           -   3,526,712.025 (meters)                     COMP
 DG6694  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DG6694  ELLIP HEIGHT-          16.53  (meters)          (08/03/04) GPS OBS
 DG6694  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG6694
 DG6694  HORZ ORDER  -  FIRST
 DG6694  ELLP ORDER  -  FOURTH    CLASS II
 DG6694
 DG6694.The horizontal coordinates were established by GPS observations
 DG6694.and adjusted by the National Geodetic Survey in August 2004..
 DG6694
 DG6694.The orthometric height was determined by GPS observations and a
 DG6694.high-resolution geoid model using precise GPS observation and
 DG6694.processing techniques.
 DG6694
 DG6694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6694
 DG6694.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6694
 DG6694.The ellipsoidal height was determined by GPS observations
 DG6694.and is referenced to NAD 83.
 DG6694
 DG6694.The geoid height was determined by GEOID03.
 DG6694
 DG6694;                    North         East     Units Scale Factor Converg.
 DG6694;SPC AR S     -   524,518.796   489,177.231   MT  0.99992785   +0 32 20.2
 DG6694;SPC AR S     - 1,720,858.75  1,604,908.97   sFT  0.99992785   +0 32 20.2
 DG6694;UTM  15      - 3,740,111.854   681,742.216   MT  1.00000721   +1 05 30.7
 DG6694
 DG6694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6694!SPC AR S     -   0.99999740  x   0.99992785  =   0.99992526
 DG6694!UTM  15      -   0.99999740  x   1.00000721  =   1.00000461
 DG6694
 DG6694                          SUPERSEDED SURVEY CONTROL
 DG6694
 DG6694.No superseded survey control is available for this station.
 DG6694
 DG6694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8174240112(NAD 83)
 DG6694_MARKER: I = METAL ROD
 DG6694_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6694_STAMPING: MRCL 8 2003
 DG6694_MARK LOGO: USACE 
 DG6694_PROJECTION: RECESSED 10 CENTIMETERS
 DG6694_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6694+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 DG6694_ROD/PIPE-DEPTH: 14.6 meters
 DG6694
 DG6694  HISTORY     - Date     Condition        Report By
 DG6694  HISTORY     - 20030727 MONUMENTED       EMCINC
 DG6694  HISTORY     - 20030728 GOOD             EMCINC
 DG6694
 DG6694                          STATION DESCRIPTION
 DG6694
 DG6694'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6694'TO REACH ROSEDALE LANDING FROM THE INTERSECTION OF STATE HIGHWAY 1 AND
 DG6694'HIGHWAY 8 IN  ROSEDALE, MISSISSIPPI, PROCEED SOUTH, SOUTHEAST FOR 1.1
 DG6694'MILES TO A PAVED ROAD TO THE  LEFT (RUSSELL CRUTCHER ROAD). TURN RIGHT
 DG6694'ON RUSSELL CRUTCHER ROAD AND PROCEED 0.9  MILES SOUTH TO A PAVED ROAD
 DG6694'TO THE RIGHT. TURN RIGHT AND PROCEED 600 FEET. THE ROAD  WILL RUN INTO
 DG6694'GRAVEL AND THE BOAT LANDING WILL BE TO THE RIGHT APPROXIMATELY 50 TO
 DG6694'60  FEET.
 DG6694' 
 DG6694'FROM ROSEDALE BOAT RAMP PROCEED DOWNSTREAM THROUGH ROSEDALE BEND FOR
 DG6694'2.4 MILES TO  THE MISSISSIPPI RIVER. FROM MOUTH OF ROSEDALE BEND
 DG6694'PROCEED UPSTREAM IN THE MISSISSIPPI  RIVER FOR 2700 FEET TO THE MARK
 DG6694'ON THE LEFT DESCENDING BANK. MARK IS APPROXIMATELY 1900  FEET
 DG6694'DOWNSTREAM OF RIVERTON MIDDLE BAR LIGHT WHICH IS AT RM 585.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6698 ***********************************************************************
 DG6698  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6698  DESIGNATION -  MRCR 12
 DG6698  PID         -  DG6698
 DG6698  STATE/COUNTY-  AR/DESHA
 DG6698  USGS QUAD   -  CATFISH POINT (1972)
 DG6698
 DG6698                         *CURRENT SURVEY CONTROL
 DG6698  ___________________________________________________________________
 DG6698* NAD 83(1997)-  33 41 37.93745(N)    091 13 44.11774(W)     ADJUSTED  
 DG6698* NAVD 88     -        41.48   (meters)     136.1    (feet)  GPS OBS   
 DG6698  ___________________________________________________________________
 DG6698  X           -    -113,930.839 (meters)                     COMP
 DG6698  Y           -  -5,310,961.410 (meters)                     COMP
 DG6698  Z           -   3,518,253.784 (meters)                     COMP
 DG6698  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DG6698  ELLIP HEIGHT-          15.01  (meters)          (08/03/04) GPS OBS
 DG6698  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DG6698
 DG6698  HORZ ORDER  -  FIRST
 DG6698  ELLP ORDER  -  FOURTH    CLASS II
 DG6698
 DG6698.The horizontal coordinates were established by GPS observations
 DG6698.and adjusted by the National Geodetic Survey in August 2004..
 DG6698
 DG6698.The orthometric height was determined by GPS observations and a
 DG6698.high-resolution geoid model using precise GPS observation and
 DG6698.processing techniques.
 DG6698
 DG6698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6698
 DG6698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6698
 DG6698.The ellipsoidal height was determined by GPS observations
 DG6698.and is referenced to NAD 83.
 DG6698
 DG6698.The geoid height was determined by GEOID03.
 DG6698
 DG6698;                    North         East     Units Scale Factor Converg.
 DG6698;SPC AR S     -   514,198.904   471,485.185   MT  0.99993603   +0 25 53.6
 DG6698;SPC AR S     - 1,687,000.90  1,546,864.31   sFT  0.99993603   +0 25 53.6
 DG6698;UTM  15      - 3,729,621.603   664,149.757   MT  0.99993219   +0 58 57.8
 DG6698
 DG6698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6698!SPC AR S     -   0.99999764  x   0.99993603  =   0.99993367
 DG6698!UTM  15      -   0.99999764  x   0.99993219  =   0.99992983
 DG6698
 DG6698                          SUPERSEDED SURVEY CONTROL
 DG6698
 DG6698.No superseded survey control is available for this station.
 DG6698
 DG6698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6415029622(NAD 83)
 DG6698_MARKER: I = METAL ROD
 DG6698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6698_STAMPING: MRCR 12 2003
 DG6698_MARK LOGO: USACE 
 DG6698_PROJECTION: RECESSED 10 CENTIMETERS
 DG6698_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6698+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 DG6698_ROD/PIPE-DEPTH: 14.6 meters
 DG6698
 DG6698  HISTORY     - Date     Condition        Report By
 DG6698  HISTORY     - 20030409 MONUMENTED       EMCINC
 DG6698  HISTORY     - 20030728 GOOD             EMCINC
 DG6698
 DG6698                          STATION DESCRIPTION
 DG6698
 DG6698'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6698'TO REACH ROSEDALE LANDING FROM THE INTERSECTION OF STATE HIGHWAY 1 AND
 DG6698'HIGHWAY 8 IN  ROSEDALE, MISSISSIPPI, PROCEED SOUTH, SOUTHEAST FOR 1.1
 DG6698'MILES TO A PAVED ROAD TO THE  LEFT (RUSSELL CRUTCHER ROAD). TURN RIGHT
 DG6698'ON RUSSELL CRUTCHER ROAD AND PROCEED 0.9  MILES SOUTH TO A PAVED ROAD
 DG6698'TO THE RIGHT. TURN RIGHT AND PROCEED 600 FEET. THE ROAD  WILL RUN INTO
 DG6698'GRAVEL AND THE BOAT LANDING WILL BE TO THE RIGHT APPROXIMATELY 50 TO
 DG6698'60  FEET.
 DG6698' 
 DG6698'FROM ROSEDALE BOAT RAMP PROCEED DOWNSTREAM THROUGH ROSEDALE BEND FOR
 DG6698'2.4 MILES TO  THE MISSISSIPPI RIVER. FROM THE MOUTH OF ROSEDALE BEND
 DG6698'AT RM 584.3 ON THE LEFT  DESCENDING BANK OF THE MISSISSIPPI RIVER
 DG6698'PROCEED DOWNSTREAM FOR 13.8 MILES TO THE  BUNGE GRAIN ELEVATOR AT RM
 DG6698'570.5 ON THE RIGHT DESCENDING BANK. FROM SAID ELEVATOR  PROCEED
 DG6698'UPSTREAM FOR 525 TO MARK ON SAME BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6699 ***********************************************************************
 DG6699  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6699  DESIGNATION -  MRCR 13
 DG6699  PID         -  DG6699
 DG6699  STATE/COUNTY-  AR/DESHA
 DG6699  USGS QUAD   -  CATFISH POINT (1972)
 DG6699
 DG6699                         *CURRENT SURVEY CONTROL
 DG6699  ___________________________________________________________________
 DG6699* NAD 83(1997)-  33 39 47.12731(N)    091 13 29.32489(W)     ADJUSTED  
 DG6699* NAVD 88     -        41.04   (meters)     134.6    (feet)  GPS OBS   
 DG6699  ___________________________________________________________________
 DG6699  X           -    -113,590.409 (meters)                     COMP
 DG6699  Y           -  -5,312,861.981 (meters)                     COMP
 DG6699  Z           -   3,515,412.460 (meters)                     COMP
 DG6699  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DG6699  ELLIP HEIGHT-          14.56  (meters)          (08/03/04) GPS OBS
 DG6699  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DG6699
 DG6699  HORZ ORDER  -  FIRST
 DG6699  ELLP ORDER  -  FOURTH    CLASS II
 DG6699
 DG6699.The horizontal coordinates were established by GPS observations
 DG6699.and adjusted by the National Geodetic Survey in August 2004..
 DG6699
 DG6699.The orthometric height was determined by GPS observations and a
 DG6699.high-resolution geoid model using precise GPS observation and
 DG6699.processing techniques.
 DG6699
 DG6699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6699
 DG6699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6699
 DG6699.The ellipsoidal height was determined by GPS observations
 DG6699.and is referenced to NAD 83.
 DG6699
 DG6699.The geoid height was determined by GEOID03.
 DG6699
 DG6699;                    North         East     Units Scale Factor Converg.
 DG6699;SPC AR S     -   510,788.013   471,891.978   MT  0.99993934   +0 26 01.9
 DG6699;SPC AR S     - 1,675,810.34  1,548,198.93   sFT  0.99993934   +0 26 01.9
 DG6699;UTM  15      - 3,726,214.796   664,589.316   MT  0.99993397   +0 59 03.2
 DG6699
 DG6699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6699!SPC AR S     -   0.99999771  x   0.99993934  =   0.99993705
 DG6699!UTM  15      -   0.99999771  x   0.99993397  =   0.99993168
 DG6699
 DG6699                          SUPERSEDED SURVEY CONTROL
 DG6699
 DG6699.No superseded survey control is available for this station.
 DG6699
 DG6699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6458926215(NAD 83)
 DG6699_MARKER: I = METAL ROD
 DG6699_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6699_STAMPING: MRCR 13 2003
 DG6699_MARK LOGO: USACE 
 DG6699_PROJECTION: RECESSED 10 CENTIMETERS
 DG6699_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6699+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 DG6699_ROD/PIPE-DEPTH: 14.6 meters
 DG6699
 DG6699  HISTORY     - Date     Condition        Report By
 DG6699  HISTORY     - 20030409 MONUMENTED       EMCINC
 DG6699  HISTORY     - 20030728 GOOD             EMCINC
 DG6699
 DG6699                          STATION DESCRIPTION
 DG6699
 DG6699'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6699'TO REACH ROSEDALE LANDING FROM THE INTERSECTION OF STATE HIGHWAY 1 AND
 DG6699'HIGHWAY 8 IN  ROSEDALE, MISSISSIPPI, PROCEED SOUTH, SOUTHEAST FOR 1.1
 DG6699'MILES TO A PAVED ROAD TO THE  LEFT (RUSSELL CRUTCHER ROAD). TURN RIGHT
 DG6699'ON RUSSELL CRUTCHER ROAD AND PROCEED 0.9  MILES SOUTH TO A PAVED ROAD
 DG6699'TO THE RIGHT. TURN RIGHT AND PROCEED 600 FEET. THE ROAD  WILL RUN INTO
 DG6699'GRAVEL AND THE BOAT LANDING WILL BE TO THE RIGHT APPROXIMATELY 50 TO
 DG6699'60  FEET.
 DG6699' 
 DG6699'FROM ROSEDALE BOAT RAMP PROCEED DOWNSTREAM THROUGH ROSEDALE BEND FOR
 DG6699'2.4 MILES TO  THE MISSISSIPPI RIVER. FROM THE MOUTH OF ROSEDALE BEND
 DG6699'AT RM 584.3 ON THE LEFT  DESCENDING BANK OF THE MISSISSIPPI RIVER
 DG6699'PROCEED DOWNSTREAM FOR 15.7 MILES PASSING THE  BUNGE GRAIN ELEVATOR TO
 DG6699'CYPRESS BEND LIGHT AT RM 568.6 ON THE RIGHT DESCENDING BANK.  FROM
 DG6699'SAID LIGHT CONTINUE DOWNSTREAM FOR 150 FEET TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6702 ***********************************************************************
 DG6702  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6702  DESIGNATION -  MRCR 16
 DG6702  PID         -  DG6702
 DG6702  STATE/COUNTY-  AR/CHICOT
 DG6702  USGS QUAD   -  ARKANSAS CITY (1972)
 DG6702
 DG6702                         *CURRENT SURVEY CONTROL
 DG6702  ___________________________________________________________________
 DG6702* NAD 83(1997)-  33 33 22.64816(N)    091 14 12.97687(W)     ADJUSTED  
 DG6702* NAVD 88     -        41.60   (meters)     136.5    (feet)  GPS OBS   
 DG6702  ___________________________________________________________________
 DG6702  X           -    -114,856.327 (meters)                     COMP
 DG6702  Y           -  -5,319,393.765 (meters)                     COMP
 DG6702  Z           -   3,505,547.289 (meters)                     COMP
 DG6702  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DG6702  ELLIP HEIGHT-          15.11  (meters)          (08/03/04) GPS OBS
 DG6702  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DG6702
 DG6702  HORZ ORDER  -  FIRST
 DG6702  ELLP ORDER  -  FOURTH    CLASS II
 DG6702
 DG6702.The horizontal coordinates were established by GPS observations
 DG6702.and adjusted by the National Geodetic Survey in August 2004..
 DG6702
 DG6702.The orthometric height was determined by GPS observations and a
 DG6702.high-resolution geoid model using precise GPS observation and
 DG6702.processing techniques.
 DG6702
 DG6702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6702
 DG6702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6702
 DG6702.The ellipsoidal height was determined by GPS observations
 DG6702.and is referenced to NAD 83.
 DG6702
 DG6702.The geoid height was determined by GEOID03.
 DG6702
 DG6702;                    North         East     Units Scale Factor Converg.
 DG6702;SPC AR S     -   498,934.800   470,855.750   MT  0.99995306   +0 25 37.5
 DG6702;SPC AR S     - 1,636,921.92  1,544,799.24   sFT  0.99995306   +0 25 37.5
 DG6702;UTM  15      - 3,714,352.362   663,666.726   MT  0.99993025   +0 58 29.1
 DG6702
 DG6702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6702!SPC AR S     -   0.99999763  x   0.99995306  =   0.99995069
 DG6702!UTM  15      -   0.99999763  x   0.99993025  =   0.99992788
 DG6702
 DG6702:                Primary Azimuth Mark                     Grid Az
 DG6702:SPC AR S     -  MRCR 17                                  157 15 28.1
 DG6702:UTM  15      -  MRCR 17                                  156 42 36.5
 DG6702
 DG6702|---------------------------------------------------------------------|
 DG6702| PID    Reference Object                     Distance      Geod. Az  |
 DG6702|                                                           dddmmss.s |
 DG6702| DG6703 MRCR 17                             APPROX. 1.8 KM 1574105.6 |
 DG6702|---------------------------------------------------------------------|
 DG6702
 DG6702                          SUPERSEDED SURVEY CONTROL
 DG6702
 DG6702.No superseded survey control is available for this station.
 DG6702
 DG6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6366714352(NAD 83)
 DG6702_MARKER: I = METAL ROD
 DG6702_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6702_STAMPING: MRCR 16 2003
 DG6702_MARK LOGO: USACE 
 DG6702_PROJECTION: RECESSED 10 CENTIMETERS
 DG6702_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6702+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 DG6702_ROD/PIPE-DEPTH: 14.6 meters
 DG6702
 DG6702  HISTORY     - Date     Condition        Report By
 DG6702  HISTORY     - 20030409 MONUMENTED       EMCINC
 DG6702  HISTORY     - 20030729 GOOD             EMCINC
 DG6702
 DG6702                          STATION DESCRIPTION
 DG6702
 DG6702'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6702'TO REACH WARFIELD POINT LANDING FROM THE INTERSECTION OF STATE HIGHWAY
 DG6702'1 AND HIGHWAY  82 IN GREENVILLE, MISSISSIPPI, PROCEED WEST, SOUTHWEST
 DG6702'ON HIGHWAY 82 FOR 5.4 MILES TO A  PAVED ROAD TO THE RIGHT (MP AND L
 DG6702'ROAD), TURN RIGHT ON MP AND L ROAD AND PROCEED 1.4  MILES WEST TO THE
 DG6702'MP AND L ROAD AND LEVEE ROAD INTERSECTION, PROCEED STRAIGHT ACROSS
 DG6702'LEVEE ROAD AND CONTINUE FOR 0.7 MILES NORTHEAST TO AN INTERSECTION IN
 DG6702'THE ROAD. TURN  LEFT AT INTERSECTION AND PROCEED WEST FOR 150 FEET TO
 DG6702'ANOTHER INTERSECTION. TURN  RIGHT AT INTERSECTION AND PROCEED
 DG6702'NORTHEAST FOR 650 FEET, BOAT RAMP WILL BE TO THE  LEFT.
 DG6702' 
 DG6702'FROM THE COUNTY BOAT RAMP AT WARFIELD POINT PARK PROCEED WEST FOR 0.25
 DG6702'MILES TO  MOUTH OF LAKE FERGUSON. FROM SAID MOUTH AT RM 537.3 PROCEED
 DG6702'UPSTREAM FOR 16 MILES TO  THE MOUTH OF YELLOW BEND HARBOR ON THE RIGHT
 DG6702'DESCENDING BANK. FROM HERE CONTINUE  UPSTREAM ALONG SAME BANK FOR 3800
 DG6702'FEET TO MARK. MARK IS APPROXIMATELY 700 FEET  UPSTREAM FROM DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6703 ***********************************************************************
 DG6703  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6703  DESIGNATION -  MRCR 17
 DG6703  PID         -  DG6703
 DG6703  STATE/COUNTY-  AR/CHICOT
 DG6703  USGS QUAD   -  ARKANSAS CITY (1972)
 DG6703
 DG6703                         *CURRENT SURVEY CONTROL
 DG6703  ___________________________________________________________________
 DG6703* NAD 83(1997)-  33 32 27.77200(N)    091 13 46.08033(W)     ADJUSTED  
 DG6703* NAVD 88     -        38.97   (meters)     127.9    (feet)  GPS OBS   
 DG6703  ___________________________________________________________________
 DG6703  X           -    -114,182.688 (meters)                     COMP
 DG6703  Y           -  -5,320,340.645 (meters)                     COMP
 DG6703  Z           -   3,504,136.762 (meters)                     COMP
 DG6703  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 DG6703  ELLIP HEIGHT-          12.47  (meters)          (08/03/04) GPS OBS
 DG6703  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DG6703
 DG6703  HORZ ORDER  -  FIRST
 DG6703  ELLP ORDER  -  FOURTH    CLASS II
 DG6703
 DG6703.The horizontal coordinates were established by GPS observations
 DG6703.and adjusted by the National Geodetic Survey in August 2004..
 DG6703
 DG6703.The orthometric height was determined by GPS observations and a
 DG6703.high-resolution geoid model using precise GPS observation and
 DG6703.processing techniques.
 DG6703
 DG6703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6703
 DG6703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6703
 DG6703.The ellipsoidal height was determined by GPS observations
 DG6703.and is referenced to NAD 83.
 DG6703
 DG6703.The geoid height was determined by GEOID03.
 DG6703
 DG6703;                    North         East     Units Scale Factor Converg.
 DG6703;SPC AR S     -   497,249.414   471,562.222   MT  0.99995530   +0 25 52.5
 DG6703;SPC AR S     - 1,631,392.45  1,547,117.06   sFT  0.99995530   +0 25 52.5
 DG6703;UTM  15      - 3,712,673.840   664,389.253   MT  0.99993317   +0 58 42.6
 DG6703
 DG6703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6703!SPC AR S     -   0.99999804  x   0.99995530  =   0.99995334
 DG6703!UTM  15      -   0.99999804  x   0.99993317  =   0.99993121
 DG6703
 DG6703:                Primary Azimuth Mark                     Grid Az
 DG6703:SPC AR S     -  MRCR 16                                  337 15 28.0
 DG6703:UTM  15      -  MRCR 16                                  336 42 37.9
 DG6703
 DG6703|---------------------------------------------------------------------|
 DG6703| PID    Reference Object                     Distance      Geod. Az  |
 DG6703|                                                           dddmmss.s |
 DG6703| DG6702 MRCR 16                             APPROX. 1.8 KM 3374120.5 |
 DG6703|---------------------------------------------------------------------|
 DG6703
 DG6703                          SUPERSEDED SURVEY CONTROL
 DG6703
 DG6703.No superseded survey control is available for this station.
 DG6703
 DG6703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6438912674(NAD 83)
 DG6703_MARKER: I = METAL ROD
 DG6703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6703_STAMPING: MRCR 17 2003
 DG6703_MARK LOGO: USACE 
 DG6703_PROJECTION: RECESSED 10 CENTIMETERS
 DG6703_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6703+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 DG6703_ROD/PIPE-DEPTH: 14.6 meters
 DG6703
 DG6703  HISTORY     - Date     Condition        Report By
 DG6703  HISTORY     - 20030409 MONUMENTED       EMCINC
 DG6703  HISTORY     - 20030729 GOOD             EMCINC
 DG6703
 DG6703                          STATION DESCRIPTION
 DG6703
 DG6703'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6703'TO REACH WARFIELD POINT LANDING FROM THE INTERSECTION OF STATE HIGHWAY
 DG6703'1 AND HIGHWAY  82 IN GREENVILLE, MISSISSIPPI, PROCEED WEST, SOUTHWEST
 DG6703'ON HIGHWAY 82 FOR 5.4 MILES TO A  PAVED ROAD TO THE RIGHT (MP AND L
 DG6703'ROAD), TURN RIGHT ON MP AND L ROAD AND PROCEED 1.4  MILES WEST TO THE
 DG6703'MP AND L ROAD AND LEVEE ROAD INTERSECTION, PROCEED STRAIGHT ACROSS
 DG6703'LEVEE ROAD AND CONTINUE FOR 0.7 MILES NORTHEAST TO AN INTERSECTION IN
 DG6703'THE ROAD. TURN  LEFT AT INTERSECTION AND PROCEED WEST FOR 150 FEET TO
 DG6703'ANOTHER INTERSECTION. TURN  RIGHT AT INTERSECTION AND PROCEED
 DG6703'NORTHEAST FOR 650 FEET, BOAT RAMP WILL BE TO THE  LEFT.
 DG6703' 
 DG6703'FROM THE COUNTY BOAT RAMP AT WARFIELD POINT PARK PROCEED WEST FOR 0.25
 DG6703'MILES TO  MOUTH OF LAKE FERGUSON. FROM SAID MOUTH AT RM 537.3 PROCEED
 DG6703'UPSTREAM FOR 11.5 MILES TO  ASHBROOK LIGHT ON THE RIGHT DESCENDING
 DG6703'BANK. FROM SAID LIGHT CONTINUE UPSTREAM ALONG  SAME BANK FOR 1.6 MILES
 DG6703'TO MARK. MARK IS ALSO 4700 FEET DOWNSTREAM OF EUNICE DBN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6688 ***********************************************************************
 DG6688  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6688  DESIGNATION -  MRCR 2
 DG6688  PID         -  DG6688
 DG6688  STATE/COUNTY-  AR/DESHA
 DG6688  USGS QUAD   -  LACONIA (1982)
 DG6688
 DG6688                         *CURRENT SURVEY CONTROL
 DG6688  ___________________________________________________________________
 DG6688* NAD 83(1997)-  34 01 43.49862(N)    090 57 58.69732(W)     ADJUSTED  
 DG6688* NAVD 88     -        46.59   (meters)     152.9    (feet)  GPS OBS   
 DG6688  ___________________________________________________________________
 DG6688  X           -     -89,237.827 (meters)                     COMP
 DG6688  Y           -  -5,290,738.532 (meters)                     COMP
 DG6688  Z           -   3,549,101.140 (meters)                     COMP
 DG6688  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DG6688  ELLIP HEIGHT-          20.08  (meters)          (08/03/04) GPS OBS
 DG6688  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DG6688
 DG6688  HORZ ORDER  -  FIRST
 DG6688  ELLP ORDER  -  FOURTH    CLASS II
 DG6688
 DG6688.The horizontal coordinates were established by GPS observations
 DG6688.and adjusted by the National Geodetic Survey in August 2004..
 DG6688
 DG6688.The orthometric height was determined by GPS observations and a
 DG6688.high-resolution geoid model using precise GPS observation and
 DG6688.processing techniques.
 DG6688
 DG6688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6688
 DG6688.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6688
 DG6688.The ellipsoidal height was determined by GPS observations
 DG6688.and is referenced to NAD 83.
 DG6688
 DG6688.The geoid height was determined by GEOID03.
 DG6688
 DG6688;                    North         East     Units Scale Factor Converg.
 DG6688;SPC AR S     -   551,553.457   495,456.119   MT  0.99991847   +0 34 42.8
 DG6688;SPC AR S     - 1,809,554.97  1,625,508.95   sFT  0.99991847   +0 34 42.8
 DG6688;UTM  15      - 3,767,208.895   687,758.901   MT  1.00003459   +1 08 18.3
 DG6688
 DG6688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6688!SPC AR S     -   0.99999685  x   0.99991847  =   0.99991532
 DG6688!UTM  15      -   0.99999685  x   1.00003459  =   1.00003144
 DG6688
 DG6688                          SUPERSEDED SURVEY CONTROL
 DG6688
 DG6688.No superseded survey control is available for this station.
 DG6688
 DG6688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8775967209(NAD 83)
 DG6688_MARKER: I = METAL ROD
 DG6688_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6688_STAMPING: MRCR 2 2003
 DG6688_MARK LOGO: USACE 
 DG6688_PROJECTION: RECESSED 10 CENTIMETERS
 DG6688_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6688+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003
 DG6688_ROD/PIPE-DEPTH: 14.6 meters
 DG6688
 DG6688  HISTORY     - Date     Condition        Report By
 DG6688  HISTORY     - 20030726 MONUMENTED       EMCINC
 DG6688  HISTORY     - 20030726 GOOD             EMCINC
 DG6688
 DG6688                          STATION DESCRIPTION
 DG6688
 DG6688'DESCRIBED BY EMC INCORPORATED 2003 (MDG)
 DG6688'TO REACH DENNIS LANDING FROM THE INTERSECTION OF STATE HIGHWAY 1 AND
 DG6688'MAIN STREET IN  GUNNISON, MISSISSIPPI, PROCEED 3.9 MILES NORTHWESTERLY
 DG6688'TO ITS INTERSECTION WITH A PAVED  ROAD ON THE LEFT THAT LEADS TO THE
 DG6688'BUNGE CORP. DOCK ON THE MISSISSIPPI RIVER, TURN LEFT  AND PROCEED 3.0
 DG6688'MILES WEST, NORTHWEST TO A GRAVEL ROAD ON THE LEFT LEADING TO THE
 DG6688'MISSISSIPPI RIVER LEVEE. TURN LEFT AND PROCEED 0.2 MILES TO THE TOP OF
 DG6688'THE LEVEE. TURN  RIGHT AND PROCEED 0.6 MILES TO A GRAVEL ROAD TO THE
 DG6688'LEFT. TURN LEFT AND PROCEED 0.1  MILES, THE LANDING WILL BE TO THE
 DG6688'LEFT.
 DG6688' 
 DG6688'FROM DENNIS LANDING RAMP PROCEED DOWNSTREAM FOR 2.27 MILES TO LACONIA
 DG6688'UPPER LIGHT AT  RM 607.3 ON THE RIGHT DESCENDING BANK. FROM SAID LIGHT
 DG6688'PROCEED DOWNSTREAM FOR 5000  FEET TO MARK ON RIGHT DESCENDING BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6707 ***********************************************************************
 DG6707  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6707  DESIGNATION -  MRCR 21
 DG6707  PID         -  DG6707
 DG6707  STATE/COUNTY-  AR/CHICOT
 DG6707  USGS QUAD   -  RED LEAF (1970)
 DG6707
 DG6707                         *CURRENT SURVEY CONTROL
 DG6707  ___________________________________________________________________
 DG6707* NAD 83(1997)-  33 19 44.53382(N)    091 10 53.04031(W)     ADJUSTED  
 DG6707* NAVD 88     -        35.90   (meters)     117.8    (feet)  GPS OBS   
 DG6707  ___________________________________________________________________
 DG6707  X           -    -109,986.381 (meters)                     COMP
 DG6707  Y           -  -5,333,385.709 (meters)                     COMP
 DG6707  Z           -   3,484,511.965 (meters)                     COMP
 DG6707  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 DG6707  ELLIP HEIGHT-           9.55  (meters)          (08/03/04) GPS OBS
 DG6707  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DG6707
 DG6707  HORZ ORDER  -  FIRST
 DG6707  ELLP ORDER  -  FOURTH    CLASS II
 DG6707
 DG6707.The horizontal coordinates were established by GPS observations
 DG6707.and adjusted by the National Geodetic Survey in August 2004..
 DG6707
 DG6707.The orthometric height was determined by GPS observations and a
 DG6707.high-resolution geoid model using precise GPS observation and
 DG6707.processing techniques.
 DG6707
 DG6707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6707
 DG6707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6707
 DG6707.The ellipsoidal height was determined by GPS observations
 DG6707.and is referenced to NAD 83.
 DG6707
 DG6707.The geoid height was determined by GEOID03.
 DG6707
 DG6707;                    North         East     Units Scale Factor Converg.
 DG6707;SPC AR S     -   473,770.874   476,214.282   MT  0.99999369   +0 27 29.4
 DG6707;SPC AR S     - 1,554,363.28  1,562,379.69   sFT  0.99999369   +0 27 29.4
 DG6707;UTM  15      - 3,689,241.260   669,263.992   MT  0.99995324   +0 59 58.1
 DG6707
 DG6707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6707!SPC AR S     -   0.99999850  x   0.99999369  =   0.99999219
 DG6707!UTM  15      -   0.99999850  x   0.99995324  =   0.99995174
 DG6707
 DG6707                          SUPERSEDED SURVEY CONTROL
 DG6707
 DG6707.No superseded survey control is available for this station.
 DG6707
 DG6707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6926489241(NAD 83)
 DG6707_MARKER: I = METAL ROD
 DG6707_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6707_STAMPING: MRCR 21 2003
 DG6707_MARK LOGO: USACE 
 DG6707_PROJECTION: RECESSED 10 CENTIMETERS
 DG6707_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6707+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 DG6707_ROD/PIPE-DEPTH: 14.6 meters
 DG6707
 DG6707  HISTORY     - Date     Condition        Report By
 DG6707  HISTORY     - 20030730 MONUMENTED       EMCINC
 DG6707  HISTORY     - 20030731 GOOD             EMCINC
 DG6707
 DG6707                          STATION DESCRIPTION
 DG6707
 DG6707'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6707'TO REACH WARFIELD POINT LANDING FROM THE INTERSECTION OF STATE HIGHWAY
 DG6707'1 AND HIGHWAY  82 IN GREENVILLE, MISSISSIPPI, PROCEED WEST, SOUTHWEST
 DG6707'ON HIGHWAY 82 FOR 5.4 MILES TO A  PAVED ROAD TO THE RIGHT (MP AND L
 DG6707'ROAD), TURN RIGHT ON MP AND L ROAD AND PROCEED 1.4  MILES WEST TO THE
 DG6707'MP AND L ROAD AND LEVEE ROAD INTERSECTION, PROCEED STRAIGHT ACROSS
 DG6707'LEVEE ROAD AND CONTINUE FOR 0.7 MILES NORTHEAST TO AN INTERSECTION IN
 DG6707'THE ROAD. TURN  LEFT AT INTERSECTION AND PROCEED WEST FOR 150 FEET TO
 DG6707'ANOTHER INTERSECTION. TURN  RIGHT AT INTERSECTION AND PROCEED
 DG6707'NORTHEAST FOR 650 FEET, BOAT RAMP WILL BE TO THE  LEFT.
 DG6707' 
 DG6707'FROM THE COUNTY BOAT RAMP AT WARFIELD POINT PARK PROCEED WEST FOR 0.25
 DG6707'MILES TO  MOUTH OF LAKE FERGUSON. FROM SAID MOUTH PROCEED DOWNSTREAM
 DG6707'FOR 3.1 MILES TO SPANISH  MOSS LIGHT ON THE RIGHT DESCENDING BANK AT
 DG6707'RM 534.2. FROM SAID LIGHT CONTINUE  DOWNSTREAM ALONG SAME BANK FOR
 DG6707'1.11 MILES TO MARK ON THE BACKSIDE OF THE VAUCLUSE  TRENCHFILL
 DG6707'REVETMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6708 ***********************************************************************
 DG6708  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6708  DESIGNATION -  MRCR 22
 DG6708  PID         -  DG6708
 DG6708  STATE/COUNTY-  AR/CHICOT
 DG6708  USGS QUAD   -  RED LEAF (1970)
 DG6708
 DG6708                         *CURRENT SURVEY CONTROL
 DG6708  ___________________________________________________________________
 DG6708* NAD 83(1997)-  33 17 37.72793(N)    091 09 56.14932(W)     ADJUSTED  
 DG6708* NAVD 88     -        36.40   (meters)     119.4    (feet)  GPS OBS   
 DG6708  ___________________________________________________________________
 DG6708  X           -    -108,559.001 (meters)                     COMP
 DG6708  Y           -  -5,335,561.368 (meters)                     COMP
 DG6708  Z           -   3,481,247.459 (meters)                     COMP
 DG6708  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DG6708  ELLIP HEIGHT-          10.10  (meters)          (08/03/04) GPS OBS
 DG6708  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DG6708
 DG6708  HORZ ORDER  -  FIRST
 DG6708  ELLP ORDER  -  FOURTH    CLASS II
 DG6708
 DG6708.The horizontal coordinates were established by GPS observations
 DG6708.and adjusted by the National Geodetic Survey in August 2004..
 DG6708
 DG6708.The orthometric height was determined by GPS observations and a
 DG6708.high-resolution geoid model using precise GPS observation and
 DG6708.processing techniques.
 DG6708
 DG6708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6708
 DG6708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6708
 DG6708.The ellipsoidal height was determined by GPS observations
 DG6708.and is referenced to NAD 83.
 DG6708
 DG6708.The geoid height was determined by GEOID03.
 DG6708
 DG6708;                    North         East     Units Scale Factor Converg.
 DG6708;SPC AR S     -   469,876.213   477,717.407   MT  1.00000138   +0 28 01.2
 DG6708;SPC AR S     - 1,541,585.54  1,567,311.19   sFT  1.00000138   +0 28 01.2
 DG6708;UTM  15      - 3,685,361.118   670,803.744   MT  0.99995970   +1 00 25.9
 DG6708
 DG6708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6708!SPC AR S     -   0.99999841  x   1.00000138  =   0.99999979
 DG6708!UTM  15      -   0.99999841  x   0.99995970  =   0.99995811
 DG6708
 DG6708                          SUPERSEDED SURVEY CONTROL
 DG6708
 DG6708.No superseded survey control is available for this station.
 DG6708
 DG6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7080485361(NAD 83)
 DG6708_MARKER: I = METAL ROD
 DG6708_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6708_STAMPING: MRCR 22 2003
 DG6708_MARK LOGO: USACE 
 DG6708_PROJECTION: RECESSED 10 CENTIMETERS
 DG6708_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6708+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 DG6708_ROD/PIPE-DEPTH: 23.8 meters
 DG6708
 DG6708  HISTORY     - Date     Condition        Report By
 DG6708  HISTORY     - 20030409 MONUMENTED       EMCINC
 DG6708  HISTORY     - 20030731 GOOD             EMCINC
 DG6708
 DG6708                          STATION DESCRIPTION
 DG6708
 DG6708'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6708'TO REACH WARFIELD POINT LANDING FROM THE INTERSECTION OF STATE HIGHWAY
 DG6708'1 AND HIGHWAY  82 IN GREENVILLE, MISSISSIPPI, PROCEED WEST, SOUTHWEST
 DG6708'ON HIGHWAY 82 FOR 5.4 MILES TO A  PAVED ROAD TO THE RIGHT (MP AND L
 DG6708'ROAD), TURN RIGHT ON MP AND L ROAD AND PROCEED 1.4  MILES WEST TO THE
 DG6708'MP AND L ROAD AND LEVEE ROAD INTERSECTION, PROCEED STRAIGHT ACROSS
 DG6708'LEVEE ROAD AND CONTINUE FOR 0.7 MILES NORTHEAST TO AN INTERSECTION IN
 DG6708'THE ROAD. TURN  LEFT AT INTERSECTION AND PROCEED WEST FOR 150 FEET TO
 DG6708'ANOTHER INTERSECTION. TURN  RIGHT AT INTERSECTION AND PROCEED
 DG6708'NORTHEAST FOR 650 FEET, BOAT RAMP WILL BE TO THE  LEFT.
 DG6708' 
 DG6708'FROM THE COUNTY BOAT RAMP AT WARFIELD POINT PARK PROCEED WEST FOR 0.25
 DG6708'MILES TO  MOUTH OF LAKE FERGUSON. FROM SAID MOUTH PROCEED DOWNSTREAM
 DG6708'FOR 6 MILES TO THE U.S.  HIGHWAY 82 (GREENVILLE) BRIDGE. FROM SAID
 DG6708'BRIDGE PROCEED UPSTREAM FOR 1300 FEET TO MARK  ON THE RIGHT DESCENDING
 DG6708'BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6713 ***********************************************************************
 DG6713  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6713  DESIGNATION -  MRCR 27
 DG6713  PID         -  DG6713
 DG6713  STATE/COUNTY-  AR/CHICOT
 DG6713  USGS QUAD   -  READLAND (1970)
 DG6713
 DG6713                         *CURRENT SURVEY CONTROL
 DG6713  ___________________________________________________________________
 DG6713* NAD 83(1997)-  33 03 56.76148(N)    091 09 59.21251(W)     ADJUSTED  
 DG6713* NAVD 88     -        35.01   (meters)     114.9    (feet)  GPS OBS   
 DG6713  ___________________________________________________________________
 DG6713  X           -    -108,919.988 (meters)                     COMP
 DG6713  Y           -  -5,349,397.380 (meters)                     COMP
 DG6713  Z           -   3,460,078.357 (meters)                     COMP
 DG6713  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DG6713  ELLIP HEIGHT-           8.83  (meters)          (08/03/04) GPS OBS
 DG6713  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DG6713
 DG6713  HORZ ORDER  -  FIRST
 DG6713  ELLP ORDER  -  FOURTH    CLASS II
 DG6713
 DG6713.The horizontal coordinates were established by GPS observations
 DG6713.and adjusted by the National Geodetic Survey in August 2004..
 DG6713
 DG6713.The orthometric height was determined by GPS observations and a
 DG6713.high-resolution geoid model using precise GPS observation and
 DG6713.processing techniques.
 DG6713
 DG6713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6713
 DG6713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6713
 DG6713.The ellipsoidal height was determined by GPS observations
 DG6713.and is referenced to NAD 83.
 DG6713
 DG6713.The geoid height was determined by GEOID03.
 DG6713
 DG6713;                    North         East     Units Scale Factor Converg.
 DG6713;SPC AR S     -   444,583.586   477,844.101   MT  1.00006018   +0 27 59.5
 DG6713;SPC AR S     - 1,458,604.65  1,567,726.85   sFT  1.00006018   +0 27 59.5
 DG6713;UTM  15      - 3,660,072.535   671,167.523   MT  0.99996125   +1 00 02.3
 DG6713
 DG6713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6713!SPC AR S     -   0.99999861  x   1.00006018  =   1.00005879
 DG6713!UTM  15      -   0.99999861  x   0.99996125  =   0.99995986
 DG6713
 DG6713                          SUPERSEDED SURVEY CONTROL
 DG6713
 DG6713.No superseded survey control is available for this station.
 DG6713
 DG6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7116860073(NAD 83)
 DG6713_MARKER: I = METAL ROD
 DG6713_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6713_STAMPING: MRCR 27 2003
 DG6713_MARK LOGO: USACE 
 DG6713_PROJECTION: RECESSED 10 CENTIMETERS
 DG6713_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6713+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 DG6713_ROD/PIPE-DEPTH: 14.6 meters
 DG6713
 DG6713  HISTORY     - Date     Condition        Report By
 DG6713  HISTORY     - 20030414 MONUMENTED       EMCINC
 DG6713  HISTORY     - 20030801 GOOD             EMCINC
 DG6713
 DG6713                          STATION DESCRIPTION
 DG6713
 DG6713'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6713'TO REACH TENNIS COURT BOAT RAMP FROM THE INTERSECTION OF STATE HIGHWAY
 DG6713'1 AND COURT  STREET IN MAYERSVILLE, MISSISSIPPI, PROCEED WEST ON COURT
 DG6713'STREET FOR 0.4 MILES TO A  V-INTERSTECTION. TURN LEFT AT INTERSECTION
 DG6713'AND PROCEED 0.4 MILES SOUTHWEST CROSSING  OVER LEVEE ROAD AND COMING
 DG6713'TO AN INTERSECTION WITH RIVER GRAIN ROAD, THE LANDING WILL  BE 250
 DG6713'FEET NORTHWEST OF THIS INTERSECTION.
 DG6713' 
 DG6713'FROM THE TENNIS COURT BOAT RAMP AT MAYERSVILLE, MISSISSIPPI AT RM
 DG6713'496.3 PROCEED  UPSTREAM FOR 15.2 MILES TO GRAND LAKE LIGHT ON THE
 DG6713'RIGHT DESCENDING BANK AT RM 511.5.  FROM SAID LIGHT CONTINUE UPSTREAM
 DG6713'ALONG SAME BANK FOR 350 FEET TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6690 ***********************************************************************
 DG6690  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6690  DESIGNATION -  MRCR 4
 DG6690  PID         -  DG6690
 DG6690  STATE/COUNTY-  AR/DESHA
 DG6690  USGS QUAD   -  MONTGOMERY ISLAND (1972)
 DG6690
 DG6690                         *CURRENT SURVEY CONTROL
 DG6690  ___________________________________________________________________
 DG6690* NAD 83(1997)-  33 56 26.04626(N)    091 02 28.10791(W)     ADJUSTED  
 DG6690* NAVD 88     -        46.34   (meters)     152.0    (feet)  GPS OBS   
 DG6690  ___________________________________________________________________
 DG6690  X           -     -96,247.533 (meters)                     COMP
 DG6690  Y           -  -5,296,083.825 (meters)                     COMP
 DG6690  Z           -   3,540,990.508 (meters)                     COMP
 DG6690  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DG6690  ELLIP HEIGHT-          19.86  (meters)          (08/03/04) GPS OBS
 DG6690  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DG6690
 DG6690  HORZ ORDER  -  FIRST
 DG6690  ELLP ORDER  -  FOURTH    CLASS II
 DG6690
 DG6690.The horizontal coordinates were established by GPS observations
 DG6690.and adjusted by the National Geodetic Survey in August 2004..
 DG6690
 DG6690.The orthometric height was determined by GPS observations and a
 DG6690.high-resolution geoid model using precise GPS observation and
 DG6690.processing techniques.
 DG6690
 DG6690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6690
 DG6690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6690
 DG6690.The ellipsoidal height was determined by GPS observations
 DG6690.and is referenced to NAD 83.
 DG6690
 DG6690.The geoid height was determined by GEOID03.
 DG6690
 DG6690;                    North         East     Units Scale Factor Converg.
 DG6690;SPC AR S     -   541,706.177   488,637.215   MT  0.99991980   +0 32 12.0
 DG6690;SPC AR S     - 1,777,247.68  1,603,137.26   sFT  0.99991980   +0 32 12.0
 DG6690;UTM  15      - 3,757,294.612   681,035.646   MT  1.00000403   +1 05 38.4
 DG6690
 DG6690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6690!SPC AR S     -   0.99999688  x   0.99991980  =   0.99991668
 DG6690!UTM  15      -   0.99999688  x   1.00000403  =   1.00000091
 DG6690
 DG6690                          SUPERSEDED SURVEY CONTROL
 DG6690
 DG6690.No superseded survey control is available for this station.
 DG6690
 DG6690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8103657295(NAD 83)
 DG6690_MARKER: I = METAL ROD
 DG6690_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6690_STAMPING: MRCR 4 2003
 DG6690_MARK LOGO: USACE 
 DG6690_PROJECTION: RECESSED 10 CENTIMETERS
 DG6690_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6690+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003
 DG6690_ROD/PIPE-DEPTH: 14.6 meters
 DG6690
 DG6690  HISTORY     - Date     Condition        Report By
 DG6690  HISTORY     - 20030726 MONUMENTED       EMCINC
 DG6690  HISTORY     - 20030726 GOOD             EMCINC
 DG6690
 DG6690                          STATION DESCRIPTION
 DG6690
 DG6690'DESCRIBED BY EMC INCORPORATED 2003 (MMD)
 DG6690'TO REACH DENNIS LANDING FROM THE INTERSECTION OF STATE HIGHWAY 1 AND
 DG6690'MAIN STREET IN  GUNNISON, MISSISSIPPI, PROCEED 3.9 MILES NORTHWESTERLY
 DG6690'TO ITS INTERSECTION WITH A PAVED  ROAD ON THE LEFT THAT LEADS TO THE
 DG6690'BUNGE CORP. DOCK ON THE MISSISSIPPI RIVER, TURN LEFT  AND PROCEED 3.0
 DG6690'MILES WEST, NORTHWEST TO A GRAVEL ROAD ON THE LEFT LEADING TO THE
 DG6690'MISSISSIPPI RIVER LEVEE. TURN LEFT AND PROCEED 0.2 MILES TO THE TOP OF
 DG6690'THE LEVEE. TURN  RIGHT AND PROCEED 0.6 MILES TO A GRAVEL ROAD TO THE
 DG6690'LEFT. TURN LEFT AND PROCEED 0.1  MILES, THE LANDING WILL BE TO THE
 DG6690'LEFT.
 DG6690' 
 DG6690'FROM DENNIS LANDING RAMP PROCEED DOWNSTREAM FOR 11.3 MILES TO THE NEW
 DG6690'MOUTH OF THE  WHITE RIVER AT RM 599.0 ON THE RIGHT DESCENDING BANK.
 DG6690'FROM SAID NEW MOUTH OF THE WHITE  RIVER PROCEED DOWNSTREAM FOR 1.25
 DG6690'MILES TO THE OLD MOUTH OF THE WHITE RIVER. FROM SAID  OLD MOUTH
 DG6690'PROCEED DOWNSTREAM FOR 1.25 MILES TO MARK ON RIGHT DESCENDING BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6693 ***********************************************************************
 DG6693  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6693  DESIGNATION -  MRCR 7
 DG6693  PID         -  DG6693
 DG6693  STATE/COUNTY-  AR/DESHA
 DG6693  USGS QUAD   -  ROSEDALE (1972)
 DG6693
 DG6693                         *CURRENT SURVEY CONTROL
 DG6693  ___________________________________________________________________
 DG6693* NAD 83(1997)-  33 52 22.82807(N)    091 04 25.94126(W)     ADJUSTED  
 DG6693* NAVD 88     -        45.34   (meters)     148.8    (feet)  GPS OBS   
 DG6693  ___________________________________________________________________
 DG6693  X           -     -99,351.354 (meters)                     COMP
 DG6693  Y           -  -5,300,206.816 (meters)                     COMP
 DG6693  Z           -   3,534,770.411 (meters)                     COMP
 DG6693  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DG6693  ELLIP HEIGHT-          18.84  (meters)          (08/03/04) GPS OBS
 DG6693  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DG6693
 DG6693  HORZ ORDER  -  FIRST
 DG6693  ELLP ORDER  -  FOURTH    CLASS II
 DG6693
 DG6693.The horizontal coordinates were established by GPS observations
 DG6693.and adjusted by the National Geodetic Survey in August 2004..
 DG6693
 DG6693.The orthometric height was determined by GPS observations and a
 DG6693.high-resolution geoid model using precise GPS observation and
 DG6693.processing techniques.
 DG6693
 DG6693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6693
 DG6693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6693
 DG6693.The ellipsoidal height was determined by GPS observations
 DG6693.and is referenced to NAD 83.
 DG6693
 DG6693.The geoid height was determined by GEOID03.
 DG6693
 DG6693;                    North         East     Units Scale Factor Converg.
 DG6693;SPC AR S     -   534,185.349   485,679.380   MT  0.99992242   +0 31 06.0
 DG6693;SPC AR S     - 1,752,573.10  1,593,433.10   sFT  0.99992242   +0 31 06.0
 DG6693;UTM  15      - 3,749,744.837   678,150.762   MT  0.99999126   +1 04 25.7
 DG6693
 DG6693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6693!SPC AR S     -   0.99999704  x   0.99992242  =   0.99991946
 DG6693!UTM  15      -   0.99999704  x   0.99999126  =   0.99998830
 DG6693
 DG6693                          SUPERSEDED SURVEY CONTROL
 DG6693
 DG6693.No superseded survey control is available for this station.
 DG6693
 DG6693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7815149745(NAD 83)
 DG6693_MARKER: I = METAL ROD
 DG6693_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6693_STAMPING: MRCR 7 2003
 DG6693_MARK LOGO: USACE 
 DG6693_PROJECTION: RECESSED 10 CENTIMETERS
 DG6693_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6693+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003
 DG6693_ROD/PIPE-DEPTH: 14.6 meters
 DG6693
 DG6693  HISTORY     - Date     Condition        Report By
 DG6693  HISTORY     - 20030727 MONUMENTED       EMCINC
 DG6693  HISTORY     - 20030727 GOOD             EMCINC
 DG6693
 DG6693                          STATION DESCRIPTION
 DG6693
 DG6693'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6693'TO REACH TERRENE LANDING FROM THE INTERSECTION OF STATE HIGHWAY 1 AND
 DG6693'HIGHWAY 8 IN  ROSEDALE, MISSISSIPPI, PROCEED 1.1 MILES NORTH TO ITS
 DG6693'INTERSECTION WITH TERRENE ROAD TO  THE LEFT. TURN LEFT AND PROCEED 1.8
 DG6693'MILES NORTH TO TERRENE LANDING ROAD TO THE LEFT.  TURN LEFT AND
 DG6693'PROCEED 0.7 MILES WEST, NORTHWEST ON TERRENE LANDING ROAD CROSSING
 DG6693'LEVEE ROAD TO A V-INTERSECTION. TURN LEFT AT INTERSECTION AND PROCEED
 DG6693'FOR 0.5 MILES, THE  LANDING WILL BE TO THE LEFT.
 DG6693' 
 DG6693'FROM TERRENE LANDING RAMP AND LIGHT PROCEED DOWNSTREAM FOR 2.2 MILES
 DG6693'TO CUMBYVILLE  LIGHT AT RM 590.3 ON THE RIGHT DESCENDING BANK. FROM
 DG6693'SAID LIGHT CONTINUE DOWNSTREAM  FOR 2200 FEET TO MARK ON RIGHT
 DG6693'DESCENDING BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9672 ***********************************************************************
 DE9672  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9672  DESIGNATION -  MSRVR 02
 DE9672  PID         -  DE9672
 DE9672  STATE/COUNTY-  AR/MISSISSIPPI
 DE9672  USGS QUAD   -  LUXORA (1972)
 DE9672
 DE9672                         *CURRENT SURVEY CONTROL
 DE9672  ___________________________________________________________________
 DE9672* NAD 83(1997)-  35 45 21.98183(N)    089 57 16.17818(W)     ADJUSTED  
 DE9672* NAVD 88     -        73.78   (meters)     242.1    (feet)  GPS OBS   
 DE9672  ___________________________________________________________________
 DE9672  X           -       4,115.620 (meters)                     COMP
 DE9672  Y           -  -5,181,894.315 (meters)                     COMP
 DE9672  Z           -   3,706,291.434 (meters)                     COMP
 DE9672  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DE9672  ELLIP HEIGHT-          46.04  (meters)          (01/24/03) GPS OBS
 DE9672  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DE9672
 DE9672  HORZ ORDER  -  FIRST
 DE9672  ELLP ORDER  -  SECOND    CLASS II
 DE9672
 DE9672.The horizontal coordinates were established by GPS observations
 DE9672.and adjusted by the National Geodetic Survey in January 2003..
 DE9672
 DE9672.The orthometric height was determined by GPS observations and a
 DE9672.high-resolution geoid model using precise GPS observation and
 DE9672.processing techniques.
 DE9672
 DE9672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9672
 DE9672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9672
 DE9672.The ellipsoidal height was determined by GPS observations
 DE9672.and is referenced to NAD 83.
 DE9672
 DE9672.The geoid height was determined by GEOID03.
 DE9672
 DE9672;                    North         East     Units Scale Factor Converg.
 DE9672;SPC AR N     -   159,766.668   584,972.250   MT  0.99994042   +1 11 25.0
 DE9672;SPC AR N     -   524,167.81  1,919,196.46   sFT  0.99994042   +1 11 25.0
 DE9672;UTM  16      - 3,960,924.327   232,863.139   MT  1.00047946   -1 43 38.8
 DE9672;UTM  15      - 3,961,176.409   775,368.355   MT  1.00053450   +1 46 50.6
 DE9672
 DE9672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9672!SPC AR N     -   0.99999277  x   0.99994042  =   0.99993319
 DE9672!UTM  16      -   0.99999277  x   1.00047946  =   1.00047223
 DE9672!UTM  15      -   0.99999277  x   1.00053450  =   1.00052727
 DE9672
 DE9672                          SUPERSEDED SURVEY CONTROL
 DE9672
 DE9672.No superseded survey control is available for this station.
 DE9672
 DE9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3286360924(NAD 83)
 DE9672_MARKER: F = FLANGE-ENCASED ROD
 DE9672_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DE9672_STAMPING: MSRVR 02 2001
 DE9672_MARK LOGO: USACE 
 DE9672_PROJECTION: RECESSED 10 CENTIMETERS
 DE9672_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9672+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 DE9672_ROD/PIPE-DEPTH: 5.8  meters
 DE9672_SLEEVE-DEPTH  : 0.2 meters
 DE9672
 DE9672  HISTORY     - Date     Condition        Report By
 DE9672  HISTORY     - 2001     MONUMENTED       USACE
 DE9672  HISTORY     - 20011012 GOOD             3001
 DE9672  HISTORY     - 20030717 GOOD             EMCINC
 DE9672
 DE9672                          STATION DESCRIPTION
 DE9672
 DE9672'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9672'THE STATION IS LOCATED IN LUXORA, ARK, WHICH IS 4.26 MILES SOUTH OF
 DE9672'BURDETTE AND 4.13 MILES
 DE9672'NORTHEAST OF OSCEOLA.
 DE9672' 
 DE9672'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 55 AND HWY
 DE9672'158 (EXIT 53)
 DE9672'PROCEED EAST ALONG HWY 158 FOR 3.25 MILES TO THE JUNCTION OF HWY 158
 DE9672'AND STATE ROAD 140.
 DE9672'THE MARK IS ON THE LEFT.
 DE9672' 
 DE9672'THE STATION IS LOCATED 58.6 FEET NORTH OF HWY 158. 21 FEET NORTH OF A
 DE9672'POWER POL.E.  1.5
 DE9672'FEET EAST OF THE NORTH GUY WIRE.  MONUMENT IS A MEMPHIS DISTRICT
 DE9672'C.O.E. ALUMINUM CAP ON
 DE9672'AN ALUMINUM ROD, DRIVEN TO A DEPTH OF 19 FEET WITH ACCESS COVER AND
 DE9672'PLATE SET IN
 DE9672'CONCRETE.  ACCESS COVER STAMPED MSRVR 02 2001, AND DISK STAMPED MSRVR
 DE9672'02 2001
 DE9672'3009900601.  CAP IS RECESSED 0.4 FEET.
 DE9672' 
 DE9672'
 DE9672
 DE9672                          STATION RECOVERY (2003)
 DE9672
 DE9672'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DE9672'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9673 ***********************************************************************
 DE9673  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9673  DESIGNATION -  MSRVR 03
 DE9673  PID         -  DE9673
 DE9673  STATE/COUNTY-  AR/MISSISSIPPI
 DE9673  USGS QUAD   -  BLYTHEVILLE (1972)
 DE9673
 DE9673                         *CURRENT SURVEY CONTROL
 DE9673  ___________________________________________________________________
 DE9673* NAD 83(1997)-  35 53 07.99207(N)    089 55 17.40115(W)     ADJUSTED  
 DE9673* NAVD 88     -        77.19   (meters)     253.2    (feet)  GPS OBS   
 DE9673  ___________________________________________________________________
 DE9673  X           -       7,088.085 (meters)                     COMP
 DE9673  Y           -  -5,173,487.672 (meters)                     COMP
 DE9673  Z           -   3,717,939.557 (meters)                     COMP
 DE9673  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DE9673  ELLIP HEIGHT-          49.21  (meters)          (01/24/03) GPS OBS
 DE9673  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DE9673
 DE9673  HORZ ORDER  -  FIRST
 DE9673  ELLP ORDER  -  SECOND    CLASS II
 DE9673
 DE9673.The horizontal coordinates were established by GPS observations
 DE9673.and adjusted by the National Geodetic Survey in January 2003..
 DE9673
 DE9673.The orthometric height was determined by GPS observations and a
 DE9673.high-resolution geoid model using precise GPS observation and
 DE9673.processing techniques.
 DE9673
 DE9673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9673
 DE9673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9673
 DE9673.The ellipsoidal height was determined by GPS observations
 DE9673.and is referenced to NAD 83.
 DE9673
 DE9673.The geoid height was determined by GEOID03.
 DE9673
 DE9673;                    North         East     Units Scale Factor Converg.
 DE9673;SPC AR N     -   174,188.066   587,652.225   MT  0.99994972   +1 12 34.1
 DE9673;SPC AR N     -   571,482.01  1,927,989.01   sFT  0.99994972   +1 12 34.1
 DE9673;UTM  16      - 3,975,197.929   236,276.155   MT  1.00045710   -1 42 48.5
 DE9673;UTM  15      - 3,975,633.433   777,900.367   MT  1.00055174   +1 48 20.4
 DE9673
 DE9673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9673!SPC AR N     -   0.99999228  x   0.99994972  =   0.99994200
 DE9673!UTM  16      -   0.99999228  x   1.00045710  =   1.00044937
 DE9673!UTM  15      -   0.99999228  x   1.00055174  =   1.00054401
 DE9673
 DE9673                          SUPERSEDED SURVEY CONTROL
 DE9673
 DE9673.No superseded survey control is available for this station.
 DE9673
 DE9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3627675198(NAD 83)
 DE9673_MARKER: I = METAL ROD
 DE9673_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DE9673_STAMPING: MSRVR 03 2001
 DE9673_MARK LOGO: USACE 
 DE9673_PROJECTION: RECESSED 15 CENTIMETERS
 DE9673_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9673+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 DE9673_ROD/PIPE-DEPTH: 13.1 meters
 DE9673_SLEEVE-DEPTH  : 0.2 meters
 DE9673
 DE9673  HISTORY     - Date     Condition        Report By
 DE9673  HISTORY     - 2001     MONUMENTED       USACE
 DE9673  HISTORY     - 20011010 GOOD             3001
 DE9673  HISTORY     - 20030716 GOOD             EMCINC
 DE9673  HISTORY     - 20050509 GOOD             USACE
 DE9673
 DE9673                          STATION DESCRIPTION
 DE9673
 DE9673'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9673'THE STATION IS LOCATED IN MISSISSIPPI COUNTY, ARKANSAS.  5.72 MILES
 DE9673'SOUTHWEST FROM
 DE9673'GOSNELL, AR.  7.1 MILES NORTHEAST OF DELL, ARK AND 0.40 MILES FROM THE
 DE9673'INTERSECTION OF
 DE9673'INTERSTATE 55 AND COUNTY ROAD 286 (EXIT 63).
 DE9673' 
 DE9673'TO REACH THE STATION FROM THE INTERSECTION OF I-55 AND US HWY 61 (EXIT
 DE9673'63 SOUTH), EXIT
 DE9673'RIGHT, GO 0.2 MILES TO INTERSECTION OF US HWY 61 AND COUNTY ROAD 286.
 DE9673'CROSS US HWY 61,
 DE9673'GOING SOUTH 0.2 MILES TO THE MARK ON THE LEFT.
 DE9673' 
 DE9673'THE STATION IS LOCATED ON COUNTY ROAD 286, PARALLELING I-55 SOUTH
 DE9673'BOUND.  61 FEET EAST OF
 DE9673'A POWER POLE ON THE WEST SIDE OF COUNTY ROAD 286.  117 FEET SOUTHWEST
 DE9673'OF A YIELD SIGN,
 DE9673'AND 1 FOOT WEST OF A 4X4 INCH FENCE POST.  1 FOOT WEST OF A CARSONITE
 DE9673'WITNESS POST.  THE
 DE9673'MARK IS A MEMPHIS C.O.E. ALUMINUM CAP ON AN ALUMINUM ROD, DRIVEN TO A
 DE9673'DEPTH OF 43 FEET,
 DE9673'WITH AN ALUMINUM ACCESS COVER AND PLATE SET IN CONCRETE.  ACCESS COVER
 DE9673'STAMPED MS RVR
 DE9673'03 2001, AND DISK IS STAMPED MS RVR 03 2001 3009900601.  DISK IS
 DE9673'RECESSED 6 INCHES.
 DE9673' 
 DE9673'
 DE9673
 DE9673                          STATION RECOVERY (2003)
 DE9673
 DE9673'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DE9673'RECOVERED AS DESCRIBED
 DE9673
 DE9673                          STATION RECOVERY (2005)
 DE9673
 DE9673'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 DE9673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9705 ***********************************************************************
 DE9705  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9705  DESIGNATION -  MSRVR 04
 DE9705  PID         -  DE9705
 DE9705  STATE/COUNTY-  AR/MISSISSIPPI
 DE9705  USGS QUAD   -  OPEN LAKE (1983)
 DE9705
 DE9705                         *CURRENT SURVEY CONTROL
 DE9705  ___________________________________________________________________
 DE9705* NAD 83(1997)-  35 50 37.33039(N)    089 44 26.69489(W)     ADJUSTED  
 DE9705* NAVD 88     -        78.30   (meters)     256.9    (feet)  GPS OBS   
 DE9705  ___________________________________________________________________
 DE9705  X           -      23,421.206 (meters)                     COMP
 DE9705  Y           -  -5,176,161.111 (meters)                     COMP
 DE9705  Z           -   3,714,177.080 (meters)                     COMP
 DE9705  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 DE9705  ELLIP HEIGHT-          50.45  (meters)          (01/24/03) GPS OBS
 DE9705  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DE9705
 DE9705  HORZ ORDER  -  FIRST
 DE9705  ELLP ORDER  -  SECOND    CLASS II
 DE9705
 DE9705.The horizontal coordinates were established by GPS observations
 DE9705.and adjusted by the National Geodetic Survey in January 2003..
 DE9705
 DE9705.The orthometric height was determined by GPS observations and a
 DE9705.high-resolution geoid model using precise GPS observation and
 DE9705.processing techniques.
 DE9705
 DE9705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9705
 DE9705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9705
 DE9705.The ellipsoidal height was determined by GPS observations
 DE9705.and is referenced to NAD 83.
 DE9705
 DE9705.The geoid height was determined by GEOID03.
 DE9705
 DE9705;                    North         East     Units Scale Factor Converg.
 DE9705;SPC AR N     -   169,905.403   604,074.733   MT  0.99994616   +1 18 52.8
 DE9705;SPC AR N     -   557,431.31  1,981,868.52   sFT  0.99994616   +1 18 52.8
 DE9705;UTM  16      - 3,970,081.431   252,466.435   MT  1.00035509   -1 36 20.6
 DE9705
 DE9705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9705!SPC AR N     -   0.99999208  x   0.99994616  =   0.99993824
 DE9705!UTM  16      -   0.99999208  x   1.00035509  =   1.00034717
 DE9705
 DE9705                          SUPERSEDED SURVEY CONTROL
 DE9705
 DE9705.No superseded survey control is available for this station.
 DE9705
 DE9705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5246670081(NAD 83)
 DE9705_MARKER: A = ALUMINUM MARKER
 DE9705_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DE9705_STAMPING: MSRVR 04 2001
 DE9705_MARK LOGO: USACE 
 DE9705_PROJECTION: RECESSED 10 CENTIMETERS
 DE9705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9705+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 DE9705_ROD/PIPE-DEPTH: 20.4 meters
 DE9705_SLEEVE-DEPTH  :  0.2 meters
 DE9705
 DE9705  HISTORY     - Date     Condition        Report By
 DE9705  HISTORY     - 2001     MONUMENTED       USACE
 DE9705  HISTORY     - 20011010 GOOD             3001
 DE9705
 DE9705                          STATION DESCRIPTION
 DE9705
 DE9705'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9705'THE STATION IS LOCATED IN TOMATO, AR (MISSISSIPPI COUNTY), 6.0 MILES
 DE9705'SOUTH-SOUTHEAST OF
 DE9705'ARMOREL, AR.  11.6 MILES EAST OF BLYTHEVILLE, AR.  11.3 MILES WEST OF
 DE9705'BURDETTE, AR.
 DE9705' 
 DE9705'TO REACH THE STATION FROM I-55 (EXIT 67), IN BLYTHEVILLE, PROCEED EAST
 DE9705'ON SR 18/ SR 151 FOR
 DE9705'1.1 MILES TO THE INTERSECTION OF SR 18 AND SR 151 ON RIGHT.  PROCEED
 DE9705'SOUTH ON SR 151 FOR
 DE9705'5.8 MILES TO THE INTERSECTION OF SR 151 AND E CR 330.  PROCEED EAST ON
 DE9705'E CR 330 FOR 2.6 MILES
 DE9705'TO THE INTERSECTION OF E CR 330 AND N CR 919.  PROCEED SOUTH ON N CR
 DE9705'919 FOR 1.1 MILES TO
 DE9705'THE JUNCTION OF E CR 362 AND E CR 430.  GO SOUTH ON E CR 430 FOR 0.3
 DE9705'MILES TO THE STATION.
 DE9705' 
 DE9705'THE STATION IS A MEMPHIS DISTRICT C.O.E. ALUMINUM DISK, SET ON AN
 DE9705'ALUMINUM ROD DRIVEN TO A
 DE9705'DEPTH OF 67 FEET, WITH AN ALUMINUM ACCESS COVER AND PLATE, SET IN
 DE9705'CONCRETE.  ACCESS
 DE9705'COVER STAMPED MSRVR 04 2001, AND DISK STAMPED MSRVR 04 2001
 DE9705'3009900601.  DISK RECESSED 0.4
 DE9705'FEET.  MARK IS 16.5 FEET EAST OF CENTERLINE OF CR 430, 1.0 FOOT
 DE9705'SOUTHWEST OF PHONE CABLE
 DE9705'POST, AND 4.8 FEET SOUTHWEST OF A WITNESS POST.
 DE9705' 
 DE9705' 
 DE9705'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0933 ***********************************************************************
 FH0933  DESIGNATION -  MT GAYLER OBSERVATION TOWER
 FH0933  PID         -  FH0933
 FH0933  STATE/COUNTY-  AR/CRAWFORD
 FH0933  USGS QUAD   -  BRENTWOOD (1983)
 FH0933
 FH0933                         *CURRENT SURVEY CONTROL
 FH0933  ___________________________________________________________________
 FH0933* NAD 83(1997)-  35 45 03.73585(N)    094 06 52.95726(W)     ADJUSTED  
 FH0933* NAVD 88     -                                                        
 FH0933  ___________________________________________________________________
 FH0933  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FH0933  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FH0933
 FH0933  HORZ ORDER  -  THIRD
 FH0933
 FH0933.The horizontal coordinates were established by classical geodetic methods
 FH0933.and adjusted by the National Geodetic Survey in September 1999..
 FH0933
 FH0933
 FH0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0933
 FH0933.The geoid height was determined by GEOID03.
 FH0933
 FH0933;                    North         East     Units Scale Factor Converg.
 FH0933;SPC AR N     -   159,336.683   208,758.573   MT  0.99994016   -1 13 50.0
 FH0933;SPC AR N     -   522,757.10    684,902.08   sFT  0.99994016   -1 13 50.0
 FH0933;UTM  15      - 3,956,908.319   399,216.946   MT  0.99972516   -0 39 04.8
 FH0933
 FH0933                          SUPERSEDED SURVEY CONTROL
 FH0933
 FH0933  NAD 83(1997)-  35 45 03.74603(N)    094 06 52.95654(W) AD(       ) 4
 FH0933  NAD 83(1986)-  35 45 03.74371(N)    094 06 52.95273(W) AD(       ) 4
 FH0933  NAD 27      -  35 45 03.45179(N)    094 06 52.22451(W) AD(       ) 3
 FH0933
 FH0933.Superseded values are not recommended for survey control.
 FH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0933.See file dsdata.txt to determine how the superseded data were derived.
 FH0933
 FH0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9921756908(NAD 83)
 FH0933_MARKER: 55 = TOWER
 FH0933
 FH0933  HISTORY     - Date     Condition        Report By
 FH0933  HISTORY     - 1971     FIRST OBSERVED   NGS
 FH0933  HISTORY     - 1989     GOOD             USPSQD
 FH0933
 FH0933                          STATION DESCRIPTION
 FH0933
 FH0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0933'THE STATION, MOUNT GAYLER OBSERVATION TOWER, IS THE CENTER OF THE TOP
 FH0933'OF A 100 FOOT TALL, 4 LEGGED STEEL, TOURIST OBSERVATION TOWER.  IT
 FH0933'IS LOCATED IN THE SMALL COMMUNITY OF MOUNT GAYLER ABOUT 100 YARDS
 FH0933'WEST OF U. S. HIGHWAY 71 AND IMMEDIATELY TO THE REAR OF THE NORTH
 FH0933'END OF THE MOUNT GAYLER GIFT SHOP BUILDING.  THE TOWER IS OWNED BY
 FH0933'MR. ED BELLIS WHO LIVES IN THE SOUTH END OF THE GIFT SHOP
 FH0933'BUILDING.
 FH0933'
 FH0933'THE STATION IS IN THE SOUTHEAST 1/4 OF SECTION 31, T. 13 N., R. 29
 FH0933'W.
 FH0933
 FH0933                          STATION RECOVERY (1989)
 FH0933
 FH0933'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 FH0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1373 ***********************************************************************
 DL1373  DESIGNATION -  MT HOLLY
 DL1373  PID         -  DL1373
 DL1373  STATE/COUNTY-  AR/UNION
 DL1373  USGS QUAD   -  MT HOLLY (1985)
 DL1373
 DL1373                         *CURRENT SURVEY CONTROL
 DL1373  ___________________________________________________________________
 DL1373* NAD 83(1997)-  33 18 52.21850(N)    092 57 22.88032(W)     ADJUSTED  
 DL1373* NAVD 88     -        87.7    (meters)     288.     (feet)  VERTCON   
 DL1373  ___________________________________________________________________
 DL1373  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DL1373  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL1373
 DL1373  HORZ ORDER  -  FIRST
 DL1373
 DL1373.The horizontal coordinates were established by classical geodetic methods
 DL1373.and adjusted by the National Geodetic Survey in September 1999..
 DL1373
 DL1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1373
 DL1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1373
 DL1373.The geoid height was determined by GEOID03.
 DL1373
 DL1373;                    North         East     Units Scale Factor Converg.
 DL1373;SPC AR S     -   472,270.389   310,945.506   MT  0.99999682   -0 32 06.9
 DL1373;SPC AR S     - 1,549,440.43  1,020,160.38   sFT  0.99999682   -0 32 06.9
 DL1373;UTM  15      - 3,686,154.744   504,062.548   MT  0.99960020   +0 01 26.3
 DL1373
 DL1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1373!SPC AR S     -   0.99999037  x   0.99999682  =   0.99998719
 DL1373!UTM  15      -   0.99999037  x   0.99960020  =   0.99959057
 DL1373
 DL1373:                Primary Azimuth Mark                     Grid Az
 DL1373:SPC AR S     -  MT HOLLY AZ MK 2                         048 41 55.8
 DL1373:UTM  15      -  MT HOLLY AZ MK 2                         048 08 22.6
 DL1373
 DL1373|---------------------------------------------------------------------|
 DL1373| PID    Reference Object                     Distance      Geod. Az  |
 DL1373|                                                           dddmmss.s |
 DL1373| CY7001 MT HOLLY AZ MK 2                                   0480948.9 |
 DL1373| DL1368 CAIRO FOREST SERV LOT 81            APPROX.10.6 KM 1374930.4 |
 DL1373| CY7002 MT HOLLY RM 1                        29.645 METERS 16732     |
 DL1373| CY7003 MT HOLLY RM 2                        38.536 METERS 25646     |
 DL1373| CY7000 MT HOLLY AZ MK                                     2653039.9 |
 DL1373|---------------------------------------------------------------------|
 DL1373
 DL1373                          SUPERSEDED SURVEY CONTROL
 DL1373
 DL1373  NAD 83(1997)-  33 18 52.22723(N)    092 57 22.87199(W) AD(       ) 1
 DL1373  NAD 83(1986)-  33 18 52.23033(N)    092 57 22.87170(W) AD(       ) 1
 DL1373  NAD 27      -  33 18 51.78100(N)    092 57 22.28400(W) AD(       ) 1
 DL1373  NGVD 29 (07/19/86)   87.7    (m)          288.     (f) VERT ANG       
 DL1373
 DL1373.Superseded values are not recommended for survey control.
 DL1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1373.See file dsdata.txt to determine how the superseded data were derived.
 DL1373
 DL1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0406386155(NAD 83)
 DL1373_MARKER: DS = TRIANGULATION STATION DISK
 DL1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1373
 DL1373  HISTORY     - Date     Condition        Report By
 DL1373  HISTORY     - 1941     MONUMENTED       CGS
 DL1373  HISTORY     - 1950     GOOD             CGS
 DL1373  HISTORY     - 1964     GOOD             CGS
 DL1373  HISTORY     - 1965     GOOD             CGS
 DL1373
 DL1373                          STATION DESCRIPTION
 DL1373
 DL1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1373'STATION MT. HOLLY IS 9 MILES SOUTHEAST OF STEVENS, 1 MILE
 DL1373'NORTH BY WEST OF MT. HOLLY, ON A LOW BRUSHY HILL NEAR THE
 DL1373'CENTER OF THE NORTH HALF OF SEC. 27, T 16 S, R 18 W, ON
 DL1373'PROPERTY OF MRS. SULA LEWIS.
 DL1373'
 DL1373'TO REACH FROM THE BANK IN MT. HOLLY GO WEST ON ARKANSAS
 DL1373'STATE ROUTE 57 FOR 0.2 MILE AND TURN RIGHT, NORTH, ON CROSSROAD
 DL1373'AT WHITE CHURCH, (CONTINUE NORTHWEST ON THE HIGHWAY FOR
 DL1373'0.5 MILE AND TURN RIGHT, OFF HIGHWAY ON NARROW ROAD, THEN
 DL1373'GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT), GO NORTH ON
 DL1373'CROSSROAD AT WHITE CHURCH FOR 0.65 MILE AND TURN LEFT INTO
 DL1373'FARM ENTRANCE NEAR SMALL UNPAINTED HOUSE, GO WEST TOWARD
 DL1373'THE HOUSE FOR ABOUT 0.05 MILE, THEN RIGHT ALONG FENCE AND
 DL1373'TRACK ROAD FOR 0.1 MILE TO THE STATION.
 DL1373'
 DL1373'STATION MARK IS ON HIGHEST POINT OF LOW BRUSHY HILL, ABOUT
 DL1373'60 YARDS WEST OF THE GRADED ROAD, 105 FEET SOUTHEAST OF
 DL1373'FENCE LINE, IS STAMPED MT. HOLLY 1941, AND PROJECTS 6 INCHES.
 DL1373'
 DL1373'R.M. NO. 1 IS 40 YARDS WEST OF THE GRADED ROAD, ON THE SIDE
 DL1373'OF THE HILL ABOUT 9 FEET LOWER THAN THE STATION, IS STAMPED
 DL1373'MT HOLLY NO. 1 1941, AND PROJECTS 6 INCHES.
 DL1373'
 DL1373'R.M. NO. 2 IS 1 FOOT EAST OF FENCE LINE, ABOUT 2-1/2 FEET
 DL1373'LOWER THAN THE STATION, IS STAMPED MT HOLLY NO. 2 1941, AND
 DL1373'PROJECTS 8 INCHES.
 DL1373'
 DL1373'AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION, 28-1/2 FEET
 DL1373'WEST OF THE CENTER LINE OF NARROW GRADED ROAD, 18 FEET EAST
 DL1373'OF RIGHT OF WAY FENCE, 2-1/2 FEET NORTH NORTHWEST OF WHITE
 DL1373'REFERENCE POST, IS STAMPED MT HOLLY 1941, AND PROJECTS 6
 DL1373'INCHES.
 DL1373'
 DL1373'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1373
 DL1373                          STATION RECOVERY (1950)
 DL1373
 DL1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1373'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 DL1373'AND AZIMUTH MARK, RECOVERED AND FOUND
 DL1373'IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DL1373'
 DL1373'THE STATION IS LOCATED ABOUT 0.75 MILE NORTH-NORTHWEST OF
 DL1373'MOUNT HOLLY ON THE EAST END OF A BRUSH COVERED RIDGE AND
 DL1373'ON LAND OWNED BY MRS. SULA LEWIS.  IT IS ABOUT 250 FEET
 DL1373'WEST-NORTHWEST OF A GRADED ROAD, 125 FEET EAST OF NORTH-SOUTH
 DL1373'FENCE LINE AND 1 FOOT SOUTHEAST OF WITNESS POST.  IT IS
 DL1373'STAMPED MT HOLLY 1941 AND PROJECTS 3 INCHES.
 DL1373'
 DL1373'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION, SET
 DL1373'ON THE SOUTH SLOPE OF THE RIDGE AND ABOUT 5 FEET LOWER IN
 DL1373'ELEVATION THAN STATION MARK.  IT IS STAMPED MT HOLLY NO 1
 DL1373'1941 AND PROJECTS 4 INCHES.
 DL1373'
 DL1373'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, 1
 DL1373'FOOT EAST OF NORTH-SOUTH FENCE LINE AND ON ABOUT THE SAME
 DL1373'ELEVATION AS STATION MARK.  IT IS STAMPED MT HOLLY NO 2
 DL1373'1941 AND PROJECTS 4 INCHES.
 DL1373'
 DL1373'THE AZIMUTH MARK IS ABOUT 0.6 MILE WEST OF THE STATION, 25
 DL1373'FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 2 FEET EAST OF
 DL1373'FENCE LINE AND 3 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 DL1373'MT HOLLY 1941 AND PROJECTS 4 INCHES.
 DL1373'
 DL1373'TO REACH THE STATION FROM THE POST OFFICE IN MOUNT HOLLY,
 DL1373'GO WEST ON STATE ROUTE NO 57 FOR 0.15 MILE TO CROSSROAD AT
 DL1373'CHURCH ON RIGHT, (CONTINUE NORTHWEST ON STATE ROUTE NO
 DL1373'57 FOR 0.6 MILE TO FORKS JUST AFTER PASSING A LARGE HOUSE
 DL1373'ON RIGHT, TURN RIGHT AND GO NORTH-NORTHWEST ON DIRT ROAD FOR
 DL1373'0.2 MILE TO THE AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED),
 DL1373'TURN RIGHT AND GO NORTH ON GRADED ROAD JUST EAST OF CHURCH
 DL1373'FOR 0.55 MILE TO DRIVEWAY ON LEFT LEADING TO WHITE HOUSE
 DL1373'ON HILL, TURN LEFT TO HOUSE THEN BEAR RIGHT ALONG EAST SIDE
 DL1373'OF NORTH-SOUTH FENCE LINE TO AN UNPAINTED SHACK ON LEFT,
 DL1373'CONTINUE ALONG EAST SIDE OF FENCE LINE FOR ABOUT 100 YARDS
 DL1373'TO THE STATION ON THE RIGHT AND REFERENCE MARK NO 2 ON THE
 DL1373'LEFT IN FENCE LINE AS DESCRIBED.
 DL1373'
 DL1373'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 DL1373
 DL1373                          STATION RECOVERY (1964)
 DL1373
 DL1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1373'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1373'CONDITION.  THE 1950 RECOVERY NOTE BY R.L.E. IS ADEQUATE
 DL1373'FOR RECOVERY OF STATION.  THE AZIMUTH MARK WAS RECOVERED
 DL1373'0.2 MILE NORTH ALONG A GRADED ROAD FROM THE HIGHWAY AND IS
 DL1373'ABOUT 40 FEET SOUTHWEST ACROSS THE ROAD FROM A 24-INCH PINE
 DL1373'TREE WITH A TRIANGLE BLAZE ON WEST SIDE.
 DL1373
 DL1373                          STATION RECOVERY (1965)
 DL1373
 DL1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1373'ALL MARKS WERE RECOVERED AS DESCRIBED.  HOWEVER, DUE TO GROWTH
 DL1373'OF TIMBER, A NEW AZIMUTH MARK, NUMBER 2, WAS ESTABLISHED.  A
 DL1373'DIFFERENCE WAS NOTED IN DISTANCES TO REFERENCE MARK NUMBER 1
 DL1373'AND 2.  PROPERTY IS NOW OWNED BY MR. EARL LEWIS.  LOCATION IS
 DL1373'ADAQUATE.  A NEW TO REACH AND ADDITIONAL MEASUREMENTS TO MARKS
 DL1373'FOLLOWS.
 DL1373'
 DL1373'TO REACH STATION FROM THE POST OFFICE IN MT. HOLLY, GO WEST ON
 DL1373'STATE ROUTE 57 FOR 0.15 MILE TO MT. HOLLY PRESBYTERIAN CHURCH
 DL1373'ON RIGHT AND PAVED ROAD, RIGHT.  (FROM THIS POINT, 1941
 DL1373'DESCRIPTION TO REACH AZIMUTH IS ADAQUATE.) AT CHURCH, TURN
 DL1373'RIGHT AND GO NORTH ON PAVED ROAD FOR 0.6 MILE TO A POINT JUST
 DL1373'PAST END OF PAVEMENT AND WOODS ROAD LEFT.  TURN LEFT ON WOODS
 DL1373'ROAD TO POINT WHERE IT MEETS FENCELINE, THENCE NORTH ALONG
 DL1373'FENCELINE TO HIGHEST POINT OF HILL AND STATION.
 DL1373'
 DL1373'AZIMUTH MARK NO. 2 IS REACHED FROM POINT WHERE PAVED ROAD ENDS
 DL1373'AND GRAVEL ROAD BEGINS.  GO NORTH, PAST WOODS ROAD TURNOFF TO
 DL1373'STATION, ON GRAVEL ROAD FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT
 DL1373'AS DESCRIBED.
 DL1373'
 DL1373'STATION MARK IS 11 FEET NORTH-NORTHWEST OF A 12 INCH PINE TREE,
 DL1373'21.7 FEET EAST-SOUTHEAST OF A 13 INCH PINE TREE AND 18 FEET
 DL1373'EAST OF ANOTHER 12 INCH PINE TREE.
 DL1373'
 DL1373'REFERENCE MARK NUMBER 1 IS 7.1 FEET NORTH OF A 15 INCH PINE
 DL1373'TREE.
 DL1373'
 DL1373'REFERENCE MARK NUMBER 2 IS SET IN A FENCELINE, 32.1 FEET WEST
 DL1373'OF A METAL WITNESS POST AND 11-1/2 FEET WEST OF A 14 INCH PINE
 DL1373'TREE.
 DL1373'
 DL1373'AZIMUTH MARK NO. 2 IS A STANDARD AZIMUTH MARK DISK STAMPED
 DL1373'MT. HOLLY NO 2 1965 AND IS SET IN THE TOP OF A ROUND CONCRETE
 DL1373'WHICH PROJECTS 2 INCHES.  IT IS 24-1/2 FEET EAST OF GRAVELED ROAD,
 DL1373'4 FEET WEST OF A FENCELINE, 10 FEET NORTH OF A METAL
 DL1373'GATE AND 3.8 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 DL1373'
 DL1373'A TRAVERSE CONNECTION WAS MADE TO MT. HOLLY RM A, DISTANCE
 DL1373'BEING 92.06 FEET, OR 28.060 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1374 ***********************************************************************
 DL1374  DESIGNATION -  MT HOLLY RM A
 DL1374  PID         -  DL1374
 DL1374  STATE/COUNTY-  AR/UNION
 DL1374  USGS QUAD   -  MT HOLLY (1985)
 DL1374
 DL1374                         *CURRENT SURVEY CONTROL
 DL1374  ___________________________________________________________________
 DL1374* NAD 83(1997)-  33 18 51.94775(N)    092 57 23.91558(W)     ADJUSTED  
 DL1374* NAVD 88     -        86.6    (meters)     284.     (feet)  VERTCON   
 DL1374  ___________________________________________________________________
 DL1374  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DL1374  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL1374
 DL1374  HORZ ORDER  -  FIRST
 DL1374
 DL1374.The horizontal coordinates were established by classical geodetic methods
 DL1374.and adjusted by the National Geodetic Survey in September 1999..
 DL1374
 DL1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1374
 DL1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1374
 DL1374.The geoid height was determined by GEOID03.
 DL1374
 DL1374;                    North         East     Units Scale Factor Converg.
 DL1374;SPC AR S     -   472,262.298   310,918.650   MT  0.99999683   -0 32 07.5
 DL1374;SPC AR S     - 1,549,413.89  1,020,072.27   sFT  0.99999683   -0 32 07.5
 DL1374;UTM  15      - 3,686,146.395   504,035.783   MT  0.99960020   +0 01 25.7
 DL1374
 DL1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1374!SPC AR S     -   0.99999054  x   0.99999683  =   0.99998737
 DL1374!UTM  15      -   0.99999054  x   0.99960020  =   0.99959074
 DL1374
 DL1374:                Primary Azimuth Mark                     Grid Az
 DL1374:SPC AR S     -  PACE                                     018 24 57.4
 DL1374:UTM  15      -  PACE                                     017 51 24.2
 DL1374
 DL1374|---------------------------------------------------------------------|
 DL1374| PID    Reference Object                     Distance      Geod. Az  |
 DL1374|                                                           dddmmss.s |
 DL1374| DL1379 PACE                                APPROX.10.6 KM 0175249.9 |
 DL1374| DL1373 MT HOLLY                             28.048 METERS 07242     |
 DL1374| DL1368 CAIRO FOREST SERV LOT 81            APPROX.10.6 KM 1374115.7 |
 DL1374|---------------------------------------------------------------------|
 DL1374
 DL1374                          SUPERSEDED SURVEY CONTROL
 DL1374
 DL1374  NAD 83(1997)-  33 18 51.95647(N)    092 57 23.90726(W) AD(       ) 1
 DL1374  NAD 83(1986)-  33 18 51.95958(N)    092 57 23.90694(W) AD(       ) 1
 DL1374  NAD 27      -  33 18 51.51022(N)    092 57 23.31920(W) AD(       ) 1
 DL1374  NGVD 29 (07/19/86)   86.6    (m)          284.     (f) VERT ANG       
 DL1374
 DL1374.Superseded values are not recommended for survey control.
 DL1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1374.See file dsdata.txt to determine how the superseded data were derived.
 DL1374
 DL1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0403686146(NAD 83)
 DL1374_MARKER: DS = TRIANGULATION STATION DISK
 DL1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1374+STABILITY: SURFACE MOTION
 DL1374
 DL1374  HISTORY     - Date     Condition        Report By
 DL1374  HISTORY     - 1965     MONUMENTED       CGS
 DL1374
 DL1374                          STATION DESCRIPTION
 DL1374
 DL1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1374'STATION IS NEAR THE SAME LOCATION AS TRIANGULATION STATION MT. HOLLY
 DL1374'1941.
 DL1374'
 DL1374'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK
 DL1374'THAT IS SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 DL1374'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 DL1374'STAMPED MT. HOLLY RM A 1965.  IT IS 40-1/2 FEET WEST OF A 14
 DL1374'INCH PINE TREE, 35 FEET NORTHEAST OF FENCELINE, 24 FEET
 DL1374'SOUTHEAST OF A 16 INCH GUM TREE, 17 FEET NORTH-NORTHEAST OF A
 DL1374'10 INCH PINE TREE AND 9.2 FEET NORTH-NORTHEAST OF METAL WITNESS
 DL1374'POST WITH SIGN ATTACHED.
 DL1374'
 DL1374'OBSERVATIONS WERE TAKEN FROM A 90 FOOT STEEL TOWER.
 DL1374'
 DL1374'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DL1374'MT. HOLLY 1941 A DISTANCE OF 28.060 METERS OR 92.06 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2035 ***********************************************************************
 EJ2035  DESIGNATION -  MT IDA RESET
 EJ2035  PID         -  EJ2035
 EJ2035  STATE/COUNTY-  AR/MONTGOMERY
 EJ2035  USGS QUAD   -  REED MOUNTAIN (1986)
 EJ2035
 EJ2035                         *CURRENT SURVEY CONTROL
 EJ2035  ___________________________________________________________________
 EJ2035* NAD 83(1997)-  34 32 38.55651(N)    093 36 56.14080(W)     ADJUSTED  
 EJ2035* NAVD 88     -       224.70   (+/-2cm)     737.2    (feet)  VERTCON   
 EJ2035  ___________________________________________________________________
 EJ2035  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 EJ2035  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EJ2035
 EJ2035  HORZ ORDER  -  THIRD
 EJ2035  VERT ORDER  -  THIRD ? (See Below)
 EJ2035
 EJ2035.The horizontal coordinates were established by classical geodetic methods
 EJ2035.and adjusted by the National Geodetic Survey in September 1999..
 EJ2035
 EJ2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2035.The vertical order pertains to the NGVD 29 superseded value.
 EJ2035
 EJ2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2035
 EJ2035.The geoid height was determined by GEOID03.
 EJ2035
 EJ2035;                    North         East     Units Scale Factor Converg.
 EJ2035;SPC AR S     -   609,398.030   251,714.287   MT  0.99995792   -0 54 15.2
 EJ2035;SPC AR S     - 1,999,333.37    825,832.62   sFT  0.99995792   -0 54 15.2
 EJ2035;UTM  15      - 3,822,653.183   443,515.758   MT  0.99963932   -0 20 56.7
 EJ2035
 EJ2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2035!SPC AR S     -   0.99996920  x   0.99995792  =   0.99992712
 EJ2035!UTM  15      -   0.99996920  x   0.99963932  =   0.99960853
 EJ2035
 EJ2035|---------------------------------------------------------------------|
 EJ2035| PID    Reference Object                     Distance      Geod. Az  |
 EJ2035|                                                           dddmmss.s |
 EJ2035| CX6781 MT IDA RM 1                          24.913 METERS 23615     |
 EJ2035| EJ2036 MOUNT IDA MUNICIPAL TANK            APPROX. 2.3 KM 3011533.5 |
 EJ2035| CX6782 MT IDA RM 2                          21.058 METERS 30507     |
 EJ2035|---------------------------------------------------------------------|
 EJ2035
 EJ2035                          SUPERSEDED SURVEY CONTROL
 EJ2035
 EJ2035  NAD 83(1997)-  34 32 38.56457(N)    093 36 56.13638(W) AD(       ) 3
 EJ2035  NAD 83(1986)-  34 32 38.56556(N)    093 36 56.13358(W) AD(       ) 3
 EJ2035  NAD 27      -  34 32 38.20180(N)    093 36 55.46360(W) AD(       ) 3
 EJ2035  NGVD 29 (07/19/86)  224.65   (m)          737.0    (f) LEVELING    3  
 EJ2035
 EJ2035.Superseded values are not recommended for survey control.
 EJ2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2035.See file dsdata.txt to determine how the superseded data were derived.
 EJ2035
 EJ2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4351622653(NAD 83)
 EJ2035_MARKER: DH = HORIZONTAL CONTROL DISK
 EJ2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2035_STAMPING: MT IDA 1956 1982
 EJ2035_MARK LOGO: NGS   
 EJ2035_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2035+STABILITY: SURFACE MOTION
 EJ2035
 EJ2035  HISTORY     - Date     Condition        Report By
 EJ2035  HISTORY     - 1982     MONUMENTED       NGS
 EJ2035  HISTORY     - 1987     GOOD             USPSQD
 EJ2035
 EJ2035                          STATION DESCRIPTION
 EJ2035
 EJ2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 EJ2035'ONLY THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION. THE
 EJ2035'STATION SURFACE MARK, REFERENCE MARKS NO 1 AND NO 2 WERE DESTROYED BY
 EJ2035'CONSTRUCTION.  NO AZIMUTH MARK WAS PREVIOUSLY ESTABLISHED FOR THIS
 EJ2035'STATION.  A NEW STATION SURFACE MARK WAS SET OVER THE UNDERGROUND MARK
 EJ2035'AND NEW REFERENCE MARKS NO 3, NO 4 AND NO 5 WERE ESTABLISHED AT THIS
 EJ2035'TIME.  REFERENCE MARK NO 5 CAN BE USED AS AN AZIMUTH AS NO SUITABLE
 EJ2035'LOCATION FOR AN AZIMUTH MARK WAS AVAILABLE.  A NEW DESCRIPTION
 EJ2035'FOLLOWS.  THE STATION IS LOCATED ABOUT 1.4 MI (2.25 KM) SOUTHEAST OF
 EJ2035'MT IDA ON THE RIGHT OF WAY OF US HIGHWAY 270 AND ACROSS HIGHWAY FROM
 EJ2035'RANGER STATION.  TO REACH FROM THE COURTHOUSE IN MT IDA, GO SOUTHEAST
 EJ2035'ON US HIGHWAY 270 FOR 1.2 MI (1.93 KM) TO A PAVED ROAD AND REFERENCE
 EJ2035'MARK NO 5 ON THE LEFT, CONTINUE SOUTHEAST ON HIGHWAY 270 FOR 0.2 MI
 EJ2035'(0.32 KM) TO A PAVED ROAD AND STATION ON THE RIGHT.  THE STATION MARK
 EJ2035'IS A STANDARD NGS DISK, STAMPED--MT IDA 1956 1982--, SET IN THE TOP OF
 EJ2035'A ROUND CONCRETE POST, 1 INCH BELOW SURFACE OF GROUND.  IT IS 29.41 M
 EJ2035'(96.49 FT) SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY, 15.00 M (49.21
 EJ2035'FT) WEST OF THE CENTER OF A GAS METER, 14.63 M (48.00 FT) WEST
 EJ2035'SOUTHWEST OF A WOODEN SIGN (WOMBLE WORK CENTER), 7.92 M (25.98 FT)
 EJ2035'EAST SOUTHEAST OF THE CENTER OF PAVED ROAD, 6.70 M (21.98 FT) NORTH OF
 EJ2035'WOODEN RAIL FENCE, 6.10 M (20.01 FT) SOUTH OF A METAL POST OF
 EJ2035'STOP-SIGN AND 0.46 M (1.51 FT) EAST SOUTHEAST OF A METAL WITNESS POST
 EJ2035'AND SIGN.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED--MT IDA
 EJ2035'1956 NO 3 1982--, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH
 EJ2035'THE GROUND.  IT IS 29.11 M (95.51 FT) SOUTH SOUTHWEST OF CENTER OF
 EJ2035'HIGHWAY, 19.20 M (62.99 FT) EAST SOUTHEAST OF THE CENTER OF PAVED
 EJ2035'ROAD, 15.24 M (50.00 FT) SOUTH OF WOODEN SIGN, 7.62 M (25.00 FT)
 EJ2035'SOUTHWEST OF CENTER OF GAS METER AND 0.46 M (1.51 FT) NORTH OF WOODEN
 EJ2035'RAIL FENCE AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND SIGN.
 EJ2035'REFERENCE MARK NO 4 IS A STANDARD NGS DISK, STAMPED--MT IDA 1956 NO 4
 EJ2035'1982--, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 EJ2035'GROUND.  IT IS 38.40 M (125.98 FT) SOUTH SOUTHWEST OF THE CENTER OF
 EJ2035'HIGHWAY, 7.92 M (25.98 FT) EAST SOUTHEAST OF THE CENTER OF PAVED ROAD,
 EJ2035'0.46 M (1.51 FT) NORTH NORTHEAST OF WOODEN RAIL FENCE CORNER AND 0.40
 EJ2035'M (1.31 FT) EAST SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 EJ2035'REFERENCE MARK NO 5 IS A STANDARD NGS DISK, STAMPED--MT IDA 1956 NO 5
 EJ2035'1982--, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 EJ2035'GROUND.  IT IS 343.37 M (1126.54 FT) NORTHWEST OF THE STATION, AT
 EJ2035'SOUTHEAST CORNER OF THE FOOT-HILL GULF COURSE, 31.18 M (102.30 FT)
 EJ2035'SOUTH SOUTHWEST OF THE EAST POST OF SIGN (FOOT-HILL GREENS) , 26.21 M
 EJ2035'(85.99 FT) NORTH NORTHEAST OF THE CENTER OF HIGHWAY, 23.77 M (77.99
 EJ2035'FT) WEST SOUTHWEST OF A 26 INCH OAK TREE, 17.6 M (57.74 FT) NORTH OF A
 EJ2035'POWER POLE AT JUNCTION OF ROADS, 10.2 M (33.46 FT) NORTHEAST OF A
 EJ2035'METAL POST OF A YIELD SIGN AND 10.06 M (33.01 FT) WEST NORTHWEST OF
 EJ2035'THE CENTER OF PAVED ROAD LEADING NORTH FROM HIGHWAY.
 EJ2035
 EJ2035                          STATION RECOVERY (1987)
 EJ2035
 EJ2035'RECOVERY NOTE BY US POWER SQUADRON 1987 (JFA)
 EJ2035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1849 ***********************************************************************
 FG1849  DESIGNATION -  MT NEBO ST PARK W ARK TEL MAST
 FG1849  PID         -  FG1849
 FG1849  STATE/COUNTY-  AR/YELL
 FG1849  USGS QUAD   -  CHICKALAH MOUNTAIN EAST (1972)
 FG1849
 FG1849                         *CURRENT SURVEY CONTROL
 FG1849  ___________________________________________________________________
 FG1849* NAD 83(1997)-  35 12 54.80086(N)    093 15 15.44469(W)     ADJUSTED  
 FG1849* NAVD 88     -                                                        
 FG1849  ___________________________________________________________________
 FG1849  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FG1849  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FG1849
 FG1849  HORZ ORDER  -  THIRD
 FG1849
 FG1849.The horizontal coordinates were established by classical geodetic methods
 FG1849.and adjusted by the National Geodetic Survey in September 1999..
 FG1849
 FG1849
 FG1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1849
 FG1849.The geoid height was determined by GEOID03.
 FG1849
 FG1849;                    North         East     Units Scale Factor Converg.
 FG1849;SPC AR N     -    98,565.380   285,806.813   MT  0.99995655   -0 43 47.5
 FG1849;SPC AR N     -   323,376.58    937,684.52   sFT  0.99995655   -0 43 47.5
 FG1849;UTM  15      - 3,896,940.457   476,856.495   MT  0.99960660   -0 08 47.9
 FG1849
 FG1849                          SUPERSEDED SURVEY CONTROL
 FG1849
 FG1849  NAD 83(1997)-  35 12 54.81167(N)    093 15 15.44182(W) AD(       ) 4
 FG1849  NAD 83(1986)-  35 12 54.81157(N)    093 15 15.44129(W) AD(       ) 4
 FG1849  NAD 27      -  35 12 54.50302(N)    093 15 14.80127(W) AD(       ) 3
 FG1849
 FG1849.Superseded values are not recommended for survey control.
 FG1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1849.See file dsdata.txt to determine how the superseded data were derived.
 FG1849
 FG1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7685696940(NAD 83)
 FG1849_MARKER: 42 = RADIO/TV MAST
 FG1849
 FG1849  HISTORY     - Date     Condition        Report By
 FG1849  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1849
 FG1849                          STATION DESCRIPTION
 FG1849
 FG1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1849'THE STATION, RUSSELLVILLE WEST ARKANSAS TELEPHONE COMPANY MICROWAVE
 FG1849'KVD 73, IS THE LIGHT ATOP A 320 FOOT TALL, RED AND WHITE, TRIANGULAR
 FG1849'STEEL, GUYED MAST, THAT HAS TWO REFLECTOR CONES NEAR THE TOP.  IT
 FG1849'IS A POINT-TO-POINT MICROWAVE TOWER OWNED BY THE WESTERN ARKANSAS
 FG1849'TELEPHONE COMPANY AND IS MAINTAINED BY THE RUSSELLVILLE OFFICE OF THE
 FG1849'COMPANY, TELEPHONE NUMBER 968-2697.
 FG1849'
 FG1849'THE STATION IS LOCATED AT THE EAST END OF NEBO MOUNTAIN AND ON
 FG1849'PROPERTY OF THE MOUNT NEBO STATE PARK.
 FG1849'
 FG1849'TO REACH FROM THE PARK OFFICE, GO SOUTH ON A PARK ROAD FOR 0.05 MILE
 FG1849'TO A FORK.  TURN LEFT ON A LOOP ROAD TOWARD SUNRISE POINT AND GO
 FG1849'EAST AND SOUTH FOR 0.45 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2039 ***********************************************************************
 EJ2039  DESIGNATION -  MUDDY
 EJ2039  PID         -  EJ2039
 EJ2039  STATE/COUNTY-  AR/MONTGOMERY
 EJ2039  USGS QUAD   -  SIMS (1986)
 EJ2039
 EJ2039                         *CURRENT SURVEY CONTROL
 EJ2039  ___________________________________________________________________
 EJ2039* NAD 83(1997)-  34 44 00.43025(N)    093 38 23.51108(W)     ADJUSTED  
 EJ2039* NAVD 88     -       550.0    (meters)    1804.     (feet)  VERTCON   
 EJ2039  ___________________________________________________________________
 EJ2039  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 EJ2039  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 EJ2039
 EJ2039  HORZ ORDER  -  SECOND
 EJ2039
 EJ2039.The horizontal coordinates were established by classical geodetic methods
 EJ2039.and adjusted by the National Geodetic Survey in September 1999..
 EJ2039
 EJ2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2039
 EJ2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2039
 EJ2039.The geoid height was determined by GEOID03.
 EJ2039
 EJ2039;                    North         East     Units Scale Factor Converg.
 EJ2039;SPC AR S     -   630,442.150   249,823.489   MT  0.99999276   -0 55 04.1
 EJ2039;SPC AR S     - 2,068,375.62    819,629.23   sFT  0.99999276   -0 55 04.1
 EJ2039;SPC AR N     -    45,641.378   249,816.118   MT  1.00004530   -0 57 15.2
 EJ2039;SPC AR N     -   149,741.75    819,605.05   sFT  1.00004530   -0 57 15.2
 EJ2039;UTM  15      - 3,843,671.016   441,422.195   MT  0.99964229   -0 21 52.5
 EJ2039
 EJ2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2039!SPC AR S     -   0.99991826  x   0.99999276  =   0.99991102
 EJ2039!SPC AR N     -   0.99991826  x   1.00004530  =   0.99996355
 EJ2039!UTM  15      -   0.99991826  x   0.99964229  =   0.99956058
 EJ2039
 EJ2039:                Primary Azimuth Mark                     Grid Az
 EJ2039:SPC AR S     -  MUDDY AZ MK                              087 36 32.4
 EJ2039:SPC AR N     -  MUDDY AZ MK                              087 38 43.5
 EJ2039:UTM  15      -  MUDDY AZ MK                              087 03 20.8
 EJ2039
 EJ2039|---------------------------------------------------------------------|
 EJ2039| PID    Reference Object                     Distance      Geod. Az  |
 EJ2039|                                                           dddmmss.s |
 EJ2039| CX6790 MUDDY AZ MK                                        0864128.3 |
 EJ2039| CX6792 MUDDY RM 2                           15.353 METERS 27002     |
 EJ2039| CX6791 MUDDY RM 1                           14.321 METERS 34023     |
 EJ2039|---------------------------------------------------------------------|
 EJ2039
 EJ2039                          SUPERSEDED SURVEY CONTROL
 EJ2039
 EJ2039  NAD 83(1997)-  34 44 00.43882(N)    093 38 23.50629(W) AD(       ) 2
 EJ2039  NAD 83(1986)-  34 44 00.43924(N)    093 38 23.50379(W) AD(       ) 2
 EJ2039  NAD 27      -  34 44 00.08910(N)    093 38 22.79790(W) AD(       ) 2
 EJ2039  NGVD 29 (07/19/86)  549.9    (m)         1804.     (f) VERT ANG       
 EJ2039
 EJ2039.Superseded values are not recommended for survey control.
 EJ2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2039.See file dsdata.txt to determine how the superseded data were derived.
 EJ2039
 EJ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4142243671(NAD 83)
 EJ2039_MARKER: DS = TRIANGULATION STATION DISK
 EJ2039_SETTING: 80 = SET IN A BOULDER
 EJ2039_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ2039
 EJ2039  HISTORY     - Date     Condition        Report By
 EJ2039  HISTORY     - 1956     MONUMENTED       CGS
 EJ2039  HISTORY     - 1961     GOOD             CGS
 EJ2039
 EJ2039                          STATION DESCRIPTION
 EJ2039
 EJ2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2039'THE STATION IS IN THE OUACHITA NATIONAL WILDLIFE RESERVE
 EJ2039'AT THE SITE OF THE MUDDY MOUNTAIN LOOKOUT TOWER.  IT IS
 EJ2039'ABOUT 12-1/4 MILES SOUTH-SOUTHWEST OF BLUFFTON, 9 MILES
 EJ2039'NORTHEAST OF PENCIL BLUFF AND 7-1/4 MILES WEST-NORTHWEST
 EJ2039'OF STORY.
 EJ2039'
 EJ2039'TO REACH FROM THE PENCIL BLUFF POST OFFICE, GO NORTHWEST
 EJ2039'ON U.S. HIGHWAY 270 FOR 0.25 MILE TO A CROSSROAD.  TURN
 EJ2039'RIGHT, EASTERLY, FOR 3.6 MILES TO THE VILLAGE OF SIMS.
 EJ2039'CONTINUE STRAIGHT AHEAD EASTERLY FOR 0.15 MILE TO A T-ROAD
 EJ2039'LEFT.  TURN LEFT, NORTH, FOR 0.8 MILE TO A T-ROAD.  TURN
 EJ2039'LEFT AND GO 0.2 MILE TO A FORK.  TAKE RIGHT FORK ON MAIN
 EJ2039'ROAD FOR 1.3 MILES TO A FORK.  TAKE LEFT FORK, NORTHERLY,
 EJ2039'FOR 0.25 MILE TO THE GAME REFUGE GATE (LOCKED).  GO THROUGH
 EJ2039'GATE AND CONTINUE ON FOREST SERVICE ROAD FOR 5.25 MILES
 EJ2039'TO A FORK.  TAKE LEFT FORK FOR 1.2 MILES TO ANOTHER FORK.
 EJ2039'TAKE LEFT FORK FOR 2.1 MILES TO THE AZIMUTH MARK ON THE
 EJ2039'LEFT, SOUTH, SIDE OF THE ROAD.  CONTINUE WEST FOR 0.2 MILE
 EJ2039'TO THE LOOKOUT TOWER AND THE STATION SITE.
 EJ2039'
 EJ2039'THE STATION MARK, STAMPED MUDDY 1956, IS A STANDARD DISK
 EJ2039'CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.
 EJ2039'IT IS 16.5 FEET SOUTHWEST OF THE FLAG POLE AND 14 FEET NORTH
 EJ2039'OF THE NORTH EDGE OF THE ROCK WALL.
 EJ2039'
 EJ2039'THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A SHEET
 EJ2039'METAL HOUSE ON TOP.  THE HEIGHT IS 90 FEET ABOVE THE GROUND
 EJ2039'AND 1.87 FEET ABOVE THE STATION MARK AT THE BASE OF THE TOWER.
 EJ2039'
 EJ2039'REFERENCE MARK 1, STAMPED MUDDY NO 1 1956, IS A STANDARD
 EJ2039'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 EJ2039'IT IS 4 FEET SOUTHWEST OF A 12-INCH OAK TREE, 42.5 FEET
 EJ2039'NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER
 EJ2039'AND 5.5 FEET SOUTH OF THE SOUTH EDGE OF THE ROCK WALL.
 EJ2039'
 EJ2039'REFERENCE MARK 2, STAMPED MUDDY NO 2 1956, IS A STANDARD DISK
 EJ2039'SET IN A DRILL HOLE IN A SLAB OF CONCRETE NEAR THE CENTER
 EJ2039'OF THE LOOKOUT TOWER AND ABOUT FLUSH WITH THE GROUND.
 EJ2039'
 EJ2039'THE AZIMUTH MARK, STAMPED MUDDY 1956, IS A STANDARD DISK
 EJ2039'SET IN A DRILL HOLE IN A LARGE BOULDER PROJECTING ABOUT 2
 EJ2039'FEET.  IT IS 20 FEET SOUTH OF THE CENTER OF THE ROAD AND
 EJ2039'9 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 EJ2039'
 EJ2039'NOTE--THE KEY TO THE GAME REFUGE GATE WAS OBTAINED FROM THE
 EJ2039'ODEN RANGER STATION.  THE RANGER STATION IS LOCATED ON THE
 EJ2039'NORTH SIDE OF STATE HIGHWAY 88 ABOUT 1-3/4 MILES WEST
 EJ2039'OF THE VILLAGE OF ODEN.
 EJ2039
 EJ2039                          STATION RECOVERY (1961)
 EJ2039
 EJ2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2039'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2039'CONDITION.  AT THE TIME OF RECOVERY THE GATE TO THE GAME
 EJ2039'REFUGE WAS NOT LOCKED.
 EJ2039'
 EJ2039'FROM THE LOCKED GATE, MENTIONED IN THE ORIGINAL DESCRIPTION,
 EJ2039'CONTINUE ON FOREST SERVICE ROAD FOR 5.25 MILES TO CROSSROADS,
 EJ2039'TURN LEFT AND GO 0.95 MILE TO A REVERSE FORK ON THE LEFT,
 EJ2039'CONTINUE 0.2 MILE TO THE LOOKOUT TOWER AND STATION AS
 EJ2039'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2040 ***********************************************************************
 EJ2040  DESIGNATION -  MUDDY MTN LOOKOUT TOWER
 EJ2040  PID         -  EJ2040
 EJ2040  STATE/COUNTY-  AR/MONTGOMERY
 EJ2040  USGS QUAD   -  SIMS (1986)
 EJ2040
 EJ2040                         *CURRENT SURVEY CONTROL
 EJ2040  ___________________________________________________________________
 EJ2040* NAD 83(1997)-  34 44 00.43108(N)    093 38 24.10484(W)     ADJUSTED  
 EJ2040* NAVD 88     -                                                        
 EJ2040  ___________________________________________________________________
 EJ2040  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 EJ2040  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 EJ2040
 EJ2040  HORZ ORDER  -  THIRD
 EJ2040
 EJ2040.The horizontal coordinates were established by classical geodetic methods
 EJ2040.and adjusted by the National Geodetic Survey in September 1999..
 EJ2040
 EJ2040
 EJ2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2040
 EJ2040.The geoid height was determined by GEOID03.
 EJ2040
 EJ2040;                    North         East     Units Scale Factor Converg.
 EJ2040;SPC AR S     -   630,442.418   249,808.386   MT  0.99999276   -0 55 04.5
 EJ2040;SPC AR S     - 2,068,376.50    819,579.68   sFT  0.99999276   -0 55 04.5
 EJ2040;SPC AR N     -    45,641.655   249,801.015   MT  1.00004530   -0 57 15.6
 EJ2040;SPC AR N     -   149,742.66    819,555.50   sFT  1.00004530   -0 57 15.6
 EJ2040;UTM  15      - 3,843,671.137   441,407.096   MT  0.99964231   -0 21 52.8
 EJ2040
 EJ2040                          SUPERSEDED SURVEY CONTROL
 EJ2040
 EJ2040  NAD 83(1997)-  34 44 00.43965(N)    093 38 24.10005(W) AD(       ) 4
 EJ2040  NAD 83(1986)-  34 44 00.44007(N)    093 38 24.09755(W) AD(       ) 4
 EJ2040  NAD 27      -  34 44 00.09000(N)    093 38 23.39200(W) AD(       ) 3
 EJ2040
 EJ2040.Superseded values are not recommended for survey control.
 EJ2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2040.See file dsdata.txt to determine how the superseded data were derived.
 EJ2040
 EJ2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4140743671(NAD 83)
 EJ2040_MARKER: 57 = LOOKOUT TOWER
 EJ2040
 EJ2040  HISTORY     - Date     Condition        Report By
 EJ2040  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ2040
 EJ2040                          STATION DESCRIPTION
 EJ2040
 EJ2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2040'A 4-LEGGED STEEL STRUCTURE WITH A SHEET METAL HOUSE ON TOP.
 EJ2040'THE HEIGHT IS 90 FEET ABOVE THE GROUND AND THE POINT OBSERVED
 EJ2040'UPON WAS THE CENTER BASE OF THE TOWER.
 EJ2040'
 EJ2040'THE TRAVERSE TIE WAS MADE TO TRIANGULATION STATION MUDDY 1956.
 EJ2040'THE LOOKOUT TOWER IS 15.105 METERS (49.56 FEET) WEST OF THE
 EJ2040'STATION.  OBSERVATIONS WERE MADE ON THE CENTER AT GROUND
 EJ2040'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2068 ***********************************************************************
 FF2068  DESIGNATION -  MUFF
 FF2068  PID         -  FF2068
 FF2068  STATE/COUNTY-  AR/CROSS
 FF2068  USGS QUAD   -  PARKIN (1993)
 FF2068
 FF2068                         *CURRENT SURVEY CONTROL
 FF2068  ___________________________________________________________________
 FF2068* NAD 83(1997)-  35 16 11.77491(N)    090 36 01.95053(W)     ADJUSTED  
 FF2068* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 FF2068  ___________________________________________________________________
 FF2068  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FF2068  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF2068
 FF2068  HORZ ORDER  -  FIRST
 FF2068
 FF2068.The horizontal coordinates were established by classical geodetic methods
 FF2068.and adjusted by the National Geodetic Survey in September 1999..
 FF2068
 FF2068.The orthometric height was scaled from a topographic map.
 FF2068
 FF2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2068
 FF2068.The geoid height was determined by GEOID03.
 FF2068
 FF2068;                    North         East     Units Scale Factor Converg.
 FF2068;SPC AR N     -   104,812.945   527,322.469   MT  0.99995089   +0 48 51.6
 FF2068;SPC AR N     -   343,873.80  1,730,057.13   sFT  0.99995089   +0 48 51.6
 FF2068;UTM  15      - 3,905,618.578   718,254.475   MT  1.00018708   +1 23 09.8
 FF2068
 FF2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2068!SPC AR N     -   0.99999441  x   0.99995089  =   0.99994530
 FF2068!UTM  15      -   0.99999441  x   1.00018708  =   1.00018149
 FF2068
 FF2068:                Primary Azimuth Mark                     Grid Az
 FF2068:SPC AR N     -  PARKIN NORTH MUNICIPAL TANK              082 31 37.0
 FF2068:UTM  15      -  PARKIN NORTH MUNICIPAL TANK              081 57 18.8
 FF2068
 FF2068|---------------------------------------------------------------------|
 FF2068| PID    Reference Object                     Distance      Geod. Az  |
 FF2068|                                                           dddmmss.s |
 FF2068| FF2067 PARKIN NORTH MUNICIPAL TANK         APPROX. 3.8 KM 0832028.6 |
 FF2068| FF2066 PARKIN SOUTH MUNICIPAL TANK         APPROX. 4.2 KM 1045401.9 |
 FF2068| FF2072 GISECK                              APPROX.10.7 KM 1593909.8 |
 FF2068| FF0592 Z 44                                               2192833.9 |
 FF2068| FF2246 MUFF RM 1                            38.396 METERS 22843     |
 FF2068| FF2247 MUFF RM 2                            30.965 METERS 32902     |
 FF2068|---------------------------------------------------------------------|
 FF2068
 FF2068                          SUPERSEDED SURVEY CONTROL
 FF2068
 FF2068  NAD 83(1997)-  35 16 11.77857(N)    090 36 01.94908(W) AD(       ) 1
 FF2068  NAD 83(1997)-  35 16 11.78507(N)    090 36 01.95023(W) AD(       ) 1
 FF2068  NAD 83(1986)-  35 16 11.78546(N)    090 36 01.95030(W) AD(       ) 1
 FF2068  NAD 27      -  35 16 11.46800(N)    090 36 01.56350(W) AD(       ) 1
 FF2068
 FF2068.Superseded values are not recommended for survey control.
 FF2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2068.See file dsdata.txt to determine how the superseded data were derived.
 FF2068
 FF2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1825405619(NAD 83)
 FF2068_MARKER: DS = TRIANGULATION STATION DISK
 FF2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2068
 FF2068  HISTORY     - Date     Condition        Report By
 FF2068  HISTORY     - 1954     MONUMENTED       CGS
 FF2068  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF2068
 FF2068                          STATION DESCRIPTION
 FF2068
 FF2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2068'THE STATION IS LOCATED ABOUT 3 MILES WEST OF PARKIN, 0.15 MILE
 FF2068'NORTHEAST OF ROY PITTS GROCERY STORE, 189 FEET EAST OF THE
 FF2068'CENTER OF U.S. HIGHWAY 64, 142 FEET SOUTHEAST OF THE SOUTHEAST
 FF2068'CORNER OF A COTTON GIN, 68 FEET EAST OF A NORTH-SOUTH FENCE LINE
 FF2068'AND 2 FEET NORTH OF A WITNESS POST.  IT PROJECTS 4 INCHES AND
 FF2068'IS STAMPED MUFF 1954.
 FF2068'
 FF2068'REFERENCE MARK NO. 1 IS 110 FEET NORTH OF THE CENTER OF A
 FF2068'TRACK ROAD, 98 FEET EAST OF THE CENTER OF U.S. HIGHWAY 64 AND
 FF2068'3 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4 INCHES
 FF2068'AND IS STAMPED MUFF NO 1 1954.
 FF2068'
 FF2068'REFERENCE MARK NO. 2 IS 45 FEET SOUTHEAST OF THE SOUTHEAST
 FF2068'CORNER OF THE COTTON GIN.  IT PROJECTS 4 INCHES AND IS STAMPED
 FF2068'MUFF NO 2 1954.
 FF2068'
 FF2068'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 175.43 FEET.
 FF2068'
 FF2068'A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK IN
 FF2068'THE TOP OF A CONCRETE POST THAT IS ABOUT 4 INCHES SQUARE WAS
 FF2068'USED FOR THE AZIMUTH MARK.  THE BENCH MARK IS 106 FEET SOUTH
 FF2068'OF THE CENTER OF U.S. HIGHWAY 64, 10-1/2 FEET NORTH OF THE
 FF2068'NORTH RAIL OF THE MAIN TRACK, 10 FEET SOUTH OF THE SOUTH RAIL
 FF2068'OF THE SIDE-TRACK AND 1 FOOT NORTHEAST OF A WITNESS POST.
 FF2068'IT PROJECTS 2 INCHES AND IS STAMPED Z 44 1935.
 FF2068'
 FF2068'TO REACH THE STATION FROM THE POST OFFICE IN PARKIN GO WEST
 FF2068'ON THE MAIN STREET FOR 0.05 MILE TO A CROSS STREET, TURN RIGHT
 FF2068'AND GO NORTH FOR 0.1 MILE TO U.S. HIGHWAY 64, TURN LEFT AND
 FF2068'GO WESTERLY ON U.S. HIGHWAY 64 FOR 3.1 MILES TO A TRACK ROAD
 FF2068'LEFT, TURN LEFT FOR ABOUT 100 FEET TO A GATE, PASS THROUGH
 FF2068'GATE THEN GO NORTHEASTERLY ACROSS PASTURE FOR ABOUT 235 FEET
 FF2068'TO THE STATION.
 FF2068'
 FF2068'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWESTERLY ON
 FF2068'U.S. HIGHWAY 64 FOR 0.15 MILE TO THE MARK ON RAILROAD PROPERTY
 FF2068'ON THE LEFT.
 FF2068'
 FF2068'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF2068
 FF2068                          STATION RECOVERY (1975)
 FF2068
 FF2068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF2068'ALL MARKS - NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0967 ***********************************************************************
 FH0967  DESIGNATION -  MULBERRY MUNICIPAL TANK
 FH0967  PID         -  FH0967
 FH0967  STATE/COUNTY-  AR/CRAWFORD
 FH0967  USGS QUAD   -  MULBERRY (1987)
 FH0967
 FH0967                         *CURRENT SURVEY CONTROL
 FH0967  ___________________________________________________________________
 FH0967* NAD 83(1997)-  35 29 59.71154(N)    094 03 18.76362(W)     ADJUSTED  
 FH0967* NAVD 88     -                                                        
 FH0967  ___________________________________________________________________
 FH0967  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FH0967  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 FH0967
 FH0967  HORZ ORDER  -  THIRD
 FH0967
 FH0967.The horizontal coordinates were established by classical geodetic methods
 FH0967.and adjusted by the National Geodetic Survey in September 1999..
 FH0967
 FH0967
 FH0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0967
 FH0967.The geoid height was determined by GEOID03.
 FH0967
 FH0967;                    North         East     Units Scale Factor Converg.
 FH0967;SPC AR N     -   131,368.524   213,556.954   MT  0.99993701   -1 11 45.3
 FH0967;SPC AR N     -   430,998.23    700,644.77   sFT  0.99993701   -1 11 45.3
 FH0967;UTM  15      - 3,928,996.360   404,297.670   MT  0.99971287   -0 36 46.1
 FH0967
 FH0967                          SUPERSEDED SURVEY CONTROL
 FH0967
 FH0967  NAD 83(1997)-  35 29 59.72112(N)    094 03 18.76163(W) AD(       ) 4
 FH0967  NAD 83(1986)-  35 29 59.71987(N)    094 03 18.75699(W) AD(       ) 4
 FH0967  NAD 27      -  35 29 59.40988(N)    094 03 18.02466(W) AD(       ) 3
 FH0967
 FH0967.Superseded values are not recommended for survey control.
 FH0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0967.See file dsdata.txt to determine how the superseded data were derived.
 FH0967
 FH0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0429828996(NAD 83)
 FH0967_MARKER: 82 = FINIAL
 FH0967
 FH0967  HISTORY     - Date     Condition        Report By
 FH0967  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH0967  HISTORY     - 1971     GOOD             NGS
 FH0967
 FH0967                          STATION DESCRIPTION
 FH0967
 FH0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0967'POINT OBSERVED UPON WAS THE FINIAL OF THE MULBERRY MUNICIPAL
 FH0967'WATER TANK.  THIS IS A STEEL STRUCTURE APPROXIMATELY 80 FEET TO
 FH0967'THE BASE AND 25 FEET FROM BASE TO FINIAL.  THE TANK IS SILVER
 FH0967'COLORED.
 FH0967'
 FH0967'THE TANK IS LOCATED NEAR THE CENTER OF TOWN AND IS ABOUT 50
 FH0967'YARDS SE OF THE SE CORNER OF THE HIGH SCHOOL BUILDING.
 FH0967'
 FH0967'THIS IS AN INTERSECTION STATION.
 FH0967
 FH0967                          STATION RECOVERY (1971)
 FH0967
 FH0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FH0967'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FH0967'
 FH0967'THE STATION IS THE FINIAL ATOP A SILVER, UNLIGHTED, OLD-TYPE,
 FH0967'FOURLEGGED, WATER TANK WHICH IS APPROXIMATELY 125 FEET HIGH AND HAS
 FH0967'SEVERAL ANTENNAE ON THE TOP.  THE STATION IS LOCATED IN THE
 FH0967'SOUTHWEST PART OF MULBERRY NEAR THE SCHOOL AND IS OWNED BY THE CITY
 FH0967'OF MULBERRY.
 FH0967'
 FH0967'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FH0967'HIGHWAY 215 IN MULBERRY, GO WEST ON HIGHWAY 64 FOR 0.35 MILE TO
 FH0967'WHERE THE HIGHWAY TURNS NORTHWESTERLY.  AFTER HIGHWAY TURNS, TURN
 FH0967'LEFT AND GO SOUTH ON STREET FOR 0.25 MILE TO THE STATION ON LEFT ON
 FH0967'THE SOUTHEAST CORNER OF THE MULBERRY SCHOOL GROUNDS.
 FH0967'
 FH0967'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MULBERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0945 ***********************************************************************
 FH0945  DESIGNATION -  MULBERRY N MUN TANK
 FH0945  PID         -  FH0945
 FH0945  STATE/COUNTY-  AR/CRAWFORD
 FH0945  USGS QUAD   -  MOUNTAINBURG SE (1983)
 FH0945
 FH0945                         *CURRENT SURVEY CONTROL
 FH0945  ___________________________________________________________________
 FH0945* NAD 83(1997)-  35 30 33.69505(N)    094 03 09.85602(W)     ADJUSTED  
 FH0945* NAVD 88     -                                                        
 FH0945  ___________________________________________________________________
 FH0945  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 FH0945  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 FH0945
 FH0945  HORZ ORDER  -  THIRD
 FH0945
 FH0945.The horizontal coordinates were established by classical geodetic methods
 FH0945.and adjusted by the National Geodetic Survey in September 1999..
 FH0945
 FH0945
 FH0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0945
 FH0945.The geoid height was determined by GEOID03.
 FH0945
 FH0945;                    North         East     Units Scale Factor Converg.
 FH0945;SPC AR N     -   132,410.899   213,803.218   MT  0.99993678   -1 11 40.2
 FH0945;SPC AR N     -   434,418.09    701,452.72   sFT  0.99993678   -1 11 40.2
 FH0945;UTM  15      - 3,930,040.953   404,533.261   MT  0.99971231   -0 36 41.5
 FH0945
 FH0945                          SUPERSEDED SURVEY CONTROL
 FH0945
 FH0945  NAD 83(1997)-  35 30 33.70461(N)    094 03 09.85413(W) AD(       ) 4
 FH0945  NAD 83(1986)-  35 30 33.70340(N)    094 03 09.84951(W) AD(       ) 4
 FH0945  NAD 27      -  35 30 33.39676(N)    094 03 09.11790(W) AD(       ) 3
 FH0945
 FH0945.Superseded values are not recommended for survey control.
 FH0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0945.See file dsdata.txt to determine how the superseded data were derived.
 FH0945
 FH0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0453330041(NAD 83)
 FH0945_MARKER: 53 = ELEVATED TANK
 FH0945
 FH0945  HISTORY     - Date     Condition        Report By
 FH0945  HISTORY     - 1971     FIRST OBSERVED   NGS
 FH0945
 FH0945                          STATION DESCRIPTION
 FH0945
 FH0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FH0945'THE STATION, MULBERRY MUNICIPAL NORTH TANK, IS THE FINIAL OF A 120
 FH0945'FOOT TALL, DOUBLE ELLIPSOIDAL, GREEN WATER TANK, THAT IS SUPPORTED
 FH0945'BY FIVE LEGS.  IT IS LOCATED IN THE NORTH PART OF MULBERRY AND OWNED
 FH0945'BY THE CITY OF MULBERRY, TELEPHONE NUMBER 997-3297.
 FH0945'
 FH0945'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FH0945'HIGHWAY 215 IN MULBERRY, GO NORTH ON HIGHWAY 215 FOR 0.55 MILE TO A
 FH0945'CROSS STREET.  TURN LEFT AND GO WEST FOR 0.05 MILE TO THE STATION
 FH0945'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0869 ***********************************************************************
 GF0869  DESIGNATION -  MUNDELL
 GF0869  PID         -  GF0869
 GF0869  STATE/COUNTY-  AR/CARROLL
 GF0869  USGS QUAD   -  BEAVER (1976)
 GF0869
 GF0869                         *CURRENT SURVEY CONTROL
 GF0869  ___________________________________________________________________
 GF0869* NAD 83(1997)-  36 23 05.05257(N)    093 51 09.34447(W)     ADJUSTED  
 GF0869* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 GF0869  ___________________________________________________________________
 GF0869  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 GF0869  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GF0869
 GF0869  HORZ ORDER  -  SECOND
 GF0869
 GF0869.The horizontal coordinates were established by classical geodetic methods
 GF0869.and adjusted by the National Geodetic Survey in September 1999..
 GF0869
 GF0869.The orthometric height was scaled from a topographic map.
 GF0869
 GF0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0869
 GF0869.The geoid height was determined by GEOID03.
 GF0869
 GF0869;                    North         East     Units Scale Factor Converg.
 GF0869;SPC AR N     -   229,160.460   233,782.500   MT  1.00003344   -1 04 40.9
 GF0869;SPC AR N     -   751,837.28    767,001.42   sFT  1.00003344   -1 04 40.9
 GF0869;SPC MO W     -    24,391.209   908,084.467   MT  0.99998273   +0 23 02.6
 GF0869;UTM  15      - 4,026,960.281   423,531.711   MT  0.99967204   -0 30 20.8
 GF0869
 GF0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0869!SPC AR N     -   0.99993786  x   1.00003344  =   0.99997130
 GF0869!SPC MO W     -   0.99993786  x   0.99998273  =   0.99992059
 GF0869!UTM  15      -   0.99993786  x   0.99967204  =   0.99960992
 GF0869
 GF0869:                Primary Azimuth Mark                     Grid Az
 GF0869:SPC AR N     -  SUGAR CAMP LOOKOUT TOWER                 007 09 32.8
 GF0869:SPC MO W     -  SUGAR CAMP LOOKOUT TOWER                 005 41 49.3
 GF0869:UTM  15      -  SUGAR CAMP LOOKOUT TOWER                 006 35 12.7
 GF0869
 GF0869|---------------------------------------------------------------------|
 GF0869| PID    Reference Object                     Distance      Geod. Az  |
 GF0869|                                                           dddmmss.s |
 GF0869| GF0915 SUGAR CAMP LOOKOUT TOWER            APPROX.16.0 KM 0060451.9 |
 GF0869| CI2597 MUNDELL RM 1                         19.873 METERS 12600     |
 GF0869| CI2598 MUNDELL RM 2                         19.872 METERS 23257     |
 GF0869| CI2596 MUNDELL AZ MK                                      2483250.2 |
 GF0869|---------------------------------------------------------------------|
 GF0869
 GF0869                          SUPERSEDED SURVEY CONTROL
 GF0869
 GF0869  NAD 83(1997)-  36 23 05.06101(N)    093 51 09.34499(W) AD(       ) 2
 GF0869  NAD 83(1997)-  36 23 05.06417(N)    093 51 09.34555(W) AD(       ) 2
 GF0869  NAD 83(1986)-  36 23 05.06410(N)    093 51 09.34513(W) AD(       ) 2
 GF0869  NAD 27      -  36 23 04.80530(N)    093 51 08.63880(W) AD(       ) 2
 GF0869
 GF0869.Superseded values are not recommended for survey control.
 GF0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0869.See file dsdata.txt to determine how the superseded data were derived.
 GF0869
 GF0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2353226960(NAD 83)
 GF0869_MARKER: DS = TRIANGULATION STATION DISK
 GF0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0869
 GF0869  HISTORY     - Date     Condition        Report By
 GF0869  HISTORY     - 1961     MONUMENTED       CGS
 GF0869
 GF0869                          STATION DESCRIPTION
 GF0869
 GF0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0869'STATION IS ABOUT 6 MILES WEST OF EUREKA SPRINGS ABOUT 2 MILES
 GF0869'NORTHEAST OF THE SMALL VILLAGE OF MUNDELL, ON ROAD RIGHT-OF-WAY
 GF0869'PROPERTY AND IS IN THE SOUTH PART OF SECTION 21, T. 20 N.,
 GF0869'R. 27 W.  IT IS 22 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GF0869'ROAD, 3 FEET SOUTH OF A WITNESS POST AND WIRE FENCE AND 71
 GF0869'FEET EAST OF A 36 INCH OAK TREE WITH A TRIANGULAR BLAZE ON
 GF0869'THE SOUTHEAST SIDE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GF0869'STAMPED MUNDELL 1961.
 GF0869'
 GF0869'REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND CITY
 GF0869'ROUTE 62 AT THE WEST EDGE OF EUREKA SPRINGS, GO WESTERLY
 GF0869'ON U.S. HIGHWAY 62 FOR 2.85 MILES TO A PAVED ROAD RIGHT
 GF0869'AT SIGN LAKE LEATHERWOOD.  CONTINUE WESTERLY ON HIGHWAY 62
 GF0869'FOR 1.1 MILES TO A GRAVELED ROAD LEFT AND SIGN ON TREE
 GF0869'MUNDELL ROAD.  TURN LEFT AND GO SOUTHWESTERLY ON THE GRAVELED
 GF0869'ROAD FOR 3.85 MILES TO A Y-FORK AND SIGN BEAVER DAM SUBURBAN
 GF0869'TRACTS.  KEEP LEFT AND CONTINUE SOUTHWESTERLY ON A GRAVELED
 GF0869'ROAD (MAIN TRAVELED) FOR 1.3 MILES TO A POINT WHERE MAIN
 GF0869'ROAD CURVES LEFT AND A SIDE ROAD RIGHT.  KEEP LEFT
 GF0869'SOUTHWESTERLY, ON THE MAIN TRAVELED ROAD FOR 0.75 MILE TO THE
 GF0869'STATION ON THE RIGHT.
 GF0869'
 GF0869'REACH AZIMUTH MARK FROM STATION, GO SOUTHWESTERLY ON A GRAVELED
 GF0869'ROAD FOR 0.55 MILE TO A Y-FORK AND THE MARK ON THE RIGHT.
 GF0869'
 GF0869'REFERENCE MARK 1 IS SET IN AN EAST-WEST FENCE LINE, 47 FEET
 GF0869'NORTHEAST OF POWER POLE NUMBER 307, AND 66 FEET SOUTHEAST
 GF0869'OF THE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE
 GF0869'DISK IS STAMPED MUNDELL NO 1 1961.
 GF0869'
 GF0869'REFERENCE MARK 2 IS 6 INCHES SOUTH OF A WIRE FENCE, 68 FEET
 GF0869'SOUTHWEST OF THE WITNESS POST, 78 FEET NORTHWEST OF POWER
 GF0869'POLE NUMBER 307 AND 16 FEET SOUTH OF THE CENTERLINE OF THE
 GF0869'GRAVELED ROAD.  THE MONUMENT PROJECT 2 INCHES AND THE DISK
 GF0869'IS STAMPED MUNDELL NO 2 1961.
 GF0869'
 GF0869'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A POWER POLE AND
 GF0869'WITNESS POST, 55 FEET NORTHWEST OF THE CENTER OF A Y-INTERSECTION,
 GF0869'33 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 13 FEET
 GF0869'WEST OF THE CENTERLINE OF A GRADED ROAD.  THE MONUMENT PROJECTS
 GF0869'6 INCHES AND THE DISK IS STAMPED MUNDELL 1961.
 GF0869'
 GF0869'NO MEASUREMENT BETWEEN R.M.S ROW OF TALL FENCE POST ON LINE.
 GF0869'
 GF0869'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3012 ***********************************************************************
 EH3012  DESIGNATION -  MUNDELL 2
 EH3012  PID         -  EH3012
 EH3012  STATE/COUNTY-  AR/JEFFERSON
 EH3012  USGS QUAD   -  PINEBERGEN (1975)
 EH3012
 EH3012                         *CURRENT SURVEY CONTROL
 EH3012  ___________________________________________________________________
 EH3012* NAD 83(1997)-  34 04 19.07818(N)    091 59 22.37659(W)     ADJUSTED  
 EH3012* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 EH3012  ___________________________________________________________________
 EH3012  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 EH3012  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 EH3012
 EH3012  HORZ ORDER  -  SECOND
 EH3012
 EH3012.The horizontal coordinates were established by classical geodetic methods
 EH3012.and adjusted by the National Geodetic Survey in September 1999..
 EH3012
 EH3012.The orthometric height was scaled from a topographic map.
 EH3012
 EH3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3012
 EH3012.The geoid height was determined by GEOID03.
 EH3012
 EH3012;                    North         East     Units Scale Factor Converg.
 EH3012;SPC AR S     -   555,864.895   400,964.615   MT  0.99991868   +0 00 21.1
 EH3012;SPC AR S     - 1,823,700.08  1,315,498.07   sFT  0.99991868   +0 00 21.1
 EH3012;UTM  15      - 3,770,596.109   593,236.004   MT  0.99970716   +0 33 58.1
 EH3012
 EH3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3012!SPC AR S     -   0.99999136  x   0.99991868  =   0.99991004
 EH3012!UTM  15      -   0.99999136  x   0.99970716  =   0.99969852
 EH3012
 EH3012:                Primary Azimuth Mark                     Grid Az
 EH3012:SPC AR S     -  PINE BLUFF KKV722 KD 6304 MAST           000 11 05.2
 EH3012:UTM  15      -  PINE BLUFF KKV722 KD 6304 MAST           359 37 28.2
 EH3012
 EH3012|---------------------------------------------------------------------|
 EH3012| PID    Reference Object                     Distance      Geod. Az  |
 EH3012|                                                           dddmmss.s |
 EH3012| EH3024 PINE BLUFF KKV722 KD 6304 MAST      APPROX.17.5 KM 0001126.3 |
 EH3012| EH3020 PINE BLUFF STANDPIPE                APPROX.17.4 KM 0014210.9 |
 EH3012| EH3018 PINE BLUFF FED COMP NO 2 NW TK      APPROX.17.2 KM 0044056.7 |
 EH3012| EH3017 PINE BLUFF RAD STA WUG 32 TWR       APPROX.17.7 KM 0055743.7 |
 EH3012| EH3016 PINE BLUFF FED COMP NO 2 SE TK      APPROX.17.2 KM 0055927.8 |
 EH3012| EH3026 PINE BLUFF INTL PAPER CO C STK      APPROX.18.2 KM 0245020.8 |
 EH3012| EH3021 PINE BLUFF INTL PAPER CO TANK       APPROX.18.3 KM 0252544.0 |
 EH3012| DK2111 GLENDALE RAD STA KKY 559 MAST       APPROX.12.5 KM 1663928.2 |
 EH3012| CY7008 MUNDELL 2 RM 3                       45.467 METERS 20013     |
 EH3012| EJ1802 ARKANSAS FORESTRY COMM LOT 76       APPROX. 7.4 KM 2202520.8 |
 EH3012| CY7009 MUNDELL 2 RM 4                       31.428 METERS 27853     |
 EH3012| CY7007 MUNDELL 2 AZ MK                                    3350810.7 |
 EH3012| EJ1776 WHITEHALL MUNICIPAL TANK            APPROX.24.6 KM 3371117.8 |
 EH3012| EJ1797 PINE BLUFF RADIO STA KKQ 72         APPROX.19.0 KM 3401037.2 |
 EH3012| EJ1798 PINE BLUFF RADIO STA KKD 270        APPROX.15.1 KM 3421200.1 |
 EH3012| EJ1788 PINE BLUFF PINE CREST MILL TK       APPROX.18.9 KM 3444302.0 |
 EH3012| EJ1777 PINE BLUFF ARSENAL TANK 43000       APPROX.26.9 KM 3450205.5 |
 EH3012| EJ1800 PINE BLUFF FED COMP PLANT 4 TK      APPROX.17.6 KM 3451420.0 |
 EH3012| EJ1793 PINE BLUFF FED COMP PLANT 1 TK      APPROX.17.4 KM 3464810.8 |
 EH3012| EJ1779 PINE BLUFF DIERK PAPER CO TK 1      APPROX.21.7 KM 3505142.2 |
 EH3012| EJ1789 PINE BLUFF ARK POWER LT W STK       APPROX.17.3 KM 3511903.8 |
 EH3012| EJ1790 PINE BLUFF TV STA KATV TOWER        APPROX.14.4 KM 3545453.4 |
 EH3012| EJ1792 PINE BLUFF FIRST METHODIST CH       APPROX.16.9 KM 3550633.0 |
 EH3012| EJ1787 PINE BLUFF RADIO STA KOTN MAST      APPROX.17.0 KM 3554619.9 |
 EH3012| EH3037 PINE BLUFF ARK POWER CO SW TWR      APPROX.23.5 KM 3581106.1 |
 EH3012| EH3035 PINE BLUFF ARK POWER CO NE TWR      APPROX.24.0 KM 3593456.9 |
 EH3012|---------------------------------------------------------------------|
 EH3012
 EH3012                          SUPERSEDED SURVEY CONTROL
 EH3012
 EH3012  NAD 83(1986)-  34 04 19.08769(N)    091 59 22.36992(W) AD(       ) 2
 EH3012  NAD 27      -  34 04 18.73006(N)    091 59 21.87152(W) AD(       ) 2
 EH3012
 EH3012.Superseded values are not recommended for survey control.
 EH3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3012.See file dsdata.txt to determine how the superseded data were derived.
 EH3012
 EH3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9323670596(NAD 83)
 EH3012_MARKER: DS = TRIANGULATION STATION DISK
 EH3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3012_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3012
 EH3012  HISTORY     - Date     Condition        Report By
 EH3012  HISTORY     - 1964     MONUMENTED       CGS
 EH3012
 EH3012                          STATION DESCRIPTION
 EH3012
 EH3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3012'THE STATION IS ABOUT 11 MILES SOUTH OF PINE BLUFF, 3 MILES NORTH
 EH3012'OF THE JEFFERSON-CLEVELAND COUNTY LINE AND ON THE PROPERTY OF MR.
 EH3012'JACK PARRISH.  IT IS 7 FEET EAST OF A WITNESS POST, 64 FEET
 EH3012'EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 54, 28 FEET EAST
 EH3012'OF A 15 INCH PINE TREE WITH A TRIANGULAR BLAZE ON ITS WEST SIDE
 EH3012'AND 91 FEET SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD.
 EH3012'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED MUNDELL
 EH3012'2 1964.
 EH3012'
 EH3012'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY
 EH3012'65 AT FIFTH AND MAIN STREETS IN PINE BLUFF, GO SOUTHERLY ON
 EH3012'HIGHWAY 15 FOR 10.05 MILES TO A SIDE ROAD LEFT (STATE HIGHWAY 54).
 EH3012'TURN LEFT AND GO SOUTHEASTERLY ON HIGHWAY 54 FOR 0.8 MILE
 EH3012'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ON HIGHWAY
 EH3012'54 FOR 0.45 MILE TO THE STATION ON THE LEFT AND A TRACK ROAD
 EH3012'ON THE LEFT.
 EH3012'
 EH3012'REFERENCE MARK 3 IS 2 FEET EAST-NORTHEAST OF A WIRE FENCE,
 EH3012'27 FEET WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 54 AND
 EH3012'60 FEET SOUTHEAST OF A FENCE CORNER AND A POWER POLE.  THE
 EH3012'MONUMENT IS FLUSH AND THE DISK IS STAMPED MUNDELL 2 NO 3 1964.
 EH3012'
 EH3012'REFERENCE MARK 4 IS 30 FEET SOUTHWEST OF THE CENTERLINE OF
 EH3012'HIGHWAY 54 AND 104 FEET NORTHWEST OF THE FENCE CORNER AND POWER
 EH3012'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MUNDELL
 EH3012'2 NO 4 1964.
 EH3012'
 EH3012'THE AZIMUTH MARK IS 1 FOOT EAST OF A WITNESS POST AND A POWER POLE,
 EH3012'29 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 54, 18 FEET WEST
 EH3012'OF A 15 INCH PINE TREE AND 86 FEET NORTH OF A T-ROAD INTERSECTION.
 EH3012'THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED MUNDELL 2
 EH3012'1964.
 EH3012'
 EH3012'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2009 ***********************************************************************
 EJ2009  DESIGNATION -  MURFREES
 EJ2009  PID         -  EJ2009
 EJ2009  STATE/COUNTY-  AR/PIKE
 EJ2009  USGS QUAD   -  MURFREESBORO (1970)
 EJ2009
 EJ2009                         *CURRENT SURVEY CONTROL
 EJ2009  ___________________________________________________________________
 EJ2009* NAD 83(1997)-  34 04 46.04563(N)    093 41 29.52637(W)     ADJUSTED  
 EJ2009* NAVD 88     -       144.4    (meters)     474.     (feet)  VERTCON   
 EJ2009  ___________________________________________________________________
 EJ2009  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 EJ2009  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EJ2009
 EJ2009  HORZ ORDER  -  THIRD
 EJ2009
 EJ2009.The horizontal coordinates were established by classical geodetic methods
 EJ2009.and adjusted by the National Geodetic Survey in September 1999..
 EJ2009
 EJ2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2009
 EJ2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2009
 EJ2009.The geoid height was determined by GEOID03.
 EJ2009
 EJ2009;                    North         East     Units Scale Factor Converg.
 EJ2009;SPC AR S     -   557,985.460   243,893.330   MT  0.99991878   -0 56 48.3
 EJ2009;SPC AR S     - 1,830,657.30    800,173.37   sFT  0.99991878   -0 56 48.3
 EJ2009;UTM  15      - 3,771,181.841   436,197.174   MT  0.99965018   -0 23 15.0
 EJ2009
 EJ2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2009!SPC AR S     -   0.99998162  x   0.99991878  =   0.99990040
 EJ2009!UTM  15      -   0.99998162  x   0.99965018  =   0.99963181
 EJ2009
 EJ2009:                Primary Azimuth Mark                     Grid Az
 EJ2009:SPC AR S     -  MURFREESBORO MUNICIPAL TANK              171 23 48.2
 EJ2009:UTM  15      -  MURFREESBORO MUNICIPAL TANK              170 50 14.9
 EJ2009
 EJ2009|---------------------------------------------------------------------|
 EJ2009| PID    Reference Object                     Distance      Geod. Az  |
 EJ2009|                                                           dddmmss.s |
 EJ2009| EJ2008 MURFREESBORO MUNICIPAL TANK         APPROX. 2.1 KM 1702659.9 |
 EJ2009| CX6796 MURFREES RM 1                        24.497 METERS 19916     |
 EJ2009| CX6797 MURFREES RM 2                        38.127 METERS 27034     |
 EJ2009| EJ2012 NARROWS DAM RADIO MAST              APPROX. 8.0 KM 3410815.4 |
 EJ2009| CX6795 MURFREES AZ MK                                     3512431.6 |
 EJ2009|---------------------------------------------------------------------|
 EJ2009
 EJ2009                          SUPERSEDED SURVEY CONTROL
 EJ2009
 EJ2009  NAD 83(1997)-  34 04 46.05321(N)    093 41 29.52143(W) AD(       ) 3
 EJ2009  NAD 83(1986)-  34 04 46.05475(N)    093 41 29.51745(W) AD(       ) 3
 EJ2009  NAD 27      -  34 04 45.67510(N)    093 41 28.86690(W) AD(       ) 3
 EJ2009  NGVD 29 (07/19/86)  144.4    (m)          474.     (f) VERT ANG       
 EJ2009
 EJ2009.Superseded values are not recommended for survey control.
 EJ2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2009.See file dsdata.txt to determine how the superseded data were derived.
 EJ2009
 EJ2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3619771182(NAD 83)
 EJ2009_MARKER: DS = TRIANGULATION STATION DISK
 EJ2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2009
 EJ2009  HISTORY     - Date     Condition        Report By
 EJ2009  HISTORY     - 1957     MONUMENTED       CGS
 EJ2009  HISTORY     - 1962     GOOD             CGS
 EJ2009  HISTORY     - 19690418 GOOD             USGS
 EJ2009
 EJ2009                          STATION DESCRIPTION
 EJ2009
 EJ2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2009'THE STATION IS ABOUT 1-1/4 MILES NORTH OF MURFREESBORO, 144 FEET
 EJ2009'EAST OF THE CENTER OF STATE HIGHWAY 19, 105 FEET SOUTHEAST OF THE
 EJ2009'SOUTHEAST CORNER OF A HOUSE, 62 FEET NORTH OF THE CENTER OF A
 EJ2009'GRAVELED ROAD, 46 FEET NORTH OF A FENCE CORNER AND 22 FEET
 EJ2009'SOUTHWEST OF A T FENCE CORNER.  IT IS SET FLUSH AND IS STAMPED
 EJ2009'MURFREES 1957.
 EJ2009'
 EJ2009'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTER OF THE
 EJ2009'GRAVELED ROAD, 1 FOOT WEST OF A TELEPHONE POLE AND 1/2 FOOT
 EJ2009'NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND
 EJ2009'IS STAMPED MURFREES NO 1 1957.
 EJ2009'
 EJ2009'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE CENTER OF STATE HIGHWAY
 EJ2009'19 AND 1-1/2 FEET NORTHEAST OF FOUR MAIL BOXES.  IT IS SET
 EJ2009'FLUSH AND IS STAMPED MURFREES NO 2 1957.
 EJ2009'
 EJ2009'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF STATE HIGHWAY
 EJ2009'19, 17 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 EJ2009'9-1/2 FEET EAST OF A FENCE CORNER AND 18 INCHES EAST OF A
 EJ2009'POWER LINE POLE.  IT PROJECTS 3 INCHES AND IS STAMPED MURFREES
 EJ2009'1957.
 EJ2009'
 EJ2009'TO REACH THE STATION FROM THE POST OFFICE IN MURFREESBORO GO
 EJ2009'NORTH ON STATE HIGHWAY 27 FOR 0.55 MILE TO THE JUNCTION WITH
 EJ2009'STATE HIGHWAY 19, TURN LEFT AND GO WEST AND NORTH ON STATE
 EJ2009'HIGHWAY 19 FOR 0.7 MILE TO A SIDE ROAD RIGHT AND THE STATION
 EJ2009'AND REFERENCE MARKS ON THE RIGHT AS DESCRIBED.
 EJ2009'
 EJ2009'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE
 EJ2009'HIGHWAY 19 FOR 0.3 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH
 EJ2009'MARK ON THE LEFT.
 EJ2009'
 EJ2009'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 EJ2009
 EJ2009                          STATION RECOVERY (1962)
 EJ2009
 EJ2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ2009'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2009'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 EJ2009'ADEQUATE FOR RECOVERY.
 EJ2009
 EJ2009                          STATION RECOVERY (1969)
 EJ2009
 EJ2009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ2009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2008 ***********************************************************************
 EJ2008  DESIGNATION -  MURFREESBORO MUNICIPAL TANK
 EJ2008  PID         -  EJ2008
 EJ2008  STATE/COUNTY-  AR/PIKE
 EJ2008  USGS QUAD   -  MURFREESBORO (1970)
 EJ2008
 EJ2008                         *CURRENT SURVEY CONTROL
 EJ2008  ___________________________________________________________________
 EJ2008* NAD 83(1997)-  34 03 39.35712(N)    093 41 16.04561(W)     ADJUSTED  
 EJ2008* NAVD 88     -                                                        
 EJ2008  ___________________________________________________________________
 EJ2008  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 EJ2008  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EJ2008
 EJ2008  HORZ ORDER  -  THIRD
 EJ2008
 EJ2008.The horizontal coordinates were established by classical geodetic methods
 EJ2008.and adjusted by the National Geodetic Survey in September 1999..
 EJ2008
 EJ2008
 EJ2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2008
 EJ2008.The geoid height was determined by GEOID03.
 EJ2008
 EJ2008;                    North         East     Units Scale Factor Converg.
 EJ2008;SPC AR S     -   555,925.387   244,205.008   MT  0.99991858   -0 56 40.7
 EJ2008;SPC AR S     - 1,823,898.54    801,195.93   sFT  0.99991858   -0 56 40.7
 EJ2008;UTM  15      - 3,769,125.462   436,528.858   MT  0.99964966   -0 23 06.8
 EJ2008
 EJ2008                          SUPERSEDED SURVEY CONTROL
 EJ2008
 EJ2008  NAD 83(1997)-  34 03 39.36455(N)    093 41 16.04056(W) AD(       ) 4
 EJ2008  NAD 83(1986)-  34 03 39.36635(N)    093 41 16.03669(W) AD(       ) 4
 EJ2008  NAD 27      -  34 03 38.98000(N)    093 41 15.38600(W) AD(       ) 3
 EJ2008
 EJ2008.Superseded values are not recommended for survey control.
 EJ2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2008.See file dsdata.txt to determine how the superseded data were derived.
 EJ2008
 EJ2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3652969125(NAD 83)
 EJ2008_MARKER: 51 = TANK
 EJ2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ2008+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 EJ2008
 EJ2008  HISTORY     - Date     Condition        Report By
 EJ2008  HISTORY     - 1957     FIRST OBSERVED   CGS
 EJ2008  HISTORY     - 20040923 GOOD             USPSQD
 EJ2008  HISTORY     - 20041006 MARK NOT FOUND   GEOCAC
 EJ2008
 EJ2008                          STATION DESCRIPTION
 EJ2008
 EJ2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2008'THE TANK IS LOCATED NEAR THE CENTER OF MURFREESBORO, ABOUT
 EJ2008'300 YARDS SOUTHEAST OF THE BUSINESS DISTRICT.
 EJ2008'
 EJ2008'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE,
 EJ2008'PAINTED SILVER IN COLOR AND IS ABOUT 99 FEET HIGH.  THE TOP
 EJ2008'AND CENTER WAS INTERSECTED.
 EJ2008'
 EJ2008'TO REACH FROM THE COURTHOUSE, GO EAST FOR 1 BLOCK, TURN RIGHT,
 EJ2008'SOUTH, AND GO 1 BLOCK TO THE TANK ON THE LEFT.
 EJ2008
 EJ2008                          STATION RECOVERY (2004)
 EJ2008
 EJ2008'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 EJ2008'RECOVERED IN GOOD CONDITION.
 EJ2008
 EJ2008                          STATION RECOVERY (2004)
 EJ2008
 EJ2008'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 EJ2008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1367 ***********************************************************************
 DL1367  DESIGNATION -  MURPHY
 DL1367  PID         -  DL1367
 DL1367  STATE/COUNTY-  AR/UNION
 DL1367  USGS QUAD   -  MARYSVILLE (1985)
 DL1367
 DL1367                         *CURRENT SURVEY CONTROL
 DL1367  ___________________________________________________________________
 DL1367* NAD 83(1997)-  33 14 01.09862(N)    092 56 27.42147(W)     ADJUSTED  
 DL1367* NAVD 88     -       115.6    (meters)     379.     (feet)  VERTCON   
 DL1367  ___________________________________________________________________
 DL1367  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DL1367  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DL1367
 DL1367  HORZ ORDER  -  FIRST
 DL1367
 DL1367.The horizontal coordinates were established by classical geodetic methods
 DL1367.and adjusted by the National Geodetic Survey in September 1999..
 DL1367
 DL1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1367
 DL1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1367
 DL1367.The geoid height was determined by GEOID03.
 DL1367
 DL1367;                    North         East     Units Scale Factor Converg.
 DL1367;SPC AR S     -   463,288.556   312,297.541   MT  1.00001538   -0 31 35.9
 DL1367;SPC AR S     - 1,519,972.54  1,024,596.18   sFT  1.00001538   -0 31 35.9
 DL1367;UTM  15      - 3,677,190.171   505,501.583   MT  0.99960037   +0 01 56.5
 DL1367
 DL1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1367!SPC AR S     -   0.99998599  x   1.00001538  =   1.00000137
 DL1367!UTM  15      -   0.99998599  x   0.99960037  =   0.99958636
 DL1367
 DL1367|---------------------------------------------------------------------|
 DL1367| PID    Reference Object                     Distance      Geod. Az  |
 DL1367|                                                           dddmmss.s |
 DL1367| CY7012 MURPHY RM 1                          26.758 METERS 06206     |
 DL1367| DL1368 CAIRO FOREST SERV LOT 81            APPROX. 5.8 KM 0790009.1 |
 DL1367| CY7013 MURPHY RM 2                          27.192 METERS 18821     |
 DL1367| CY7010 MURPHY AZ MK                                       1905902.7 |
 DL1367| CY7011 MURPHY AZ MK 2                                     3014719.5 |
 DL1367| DL1374 MT HOLLY RM A                       APPROX. 9.1 KM 3504415.4 |
 DL1367|---------------------------------------------------------------------|
 DL1367
 DL1367                          SUPERSEDED SURVEY CONTROL
 DL1367
 DL1367  NAD 83(1997)-  33 14 01.10733(N)    092 56 27.41299(W) AD(       ) 1
 DL1367  NAD 83(1986)-  33 14 01.11058(N)    092 56 27.41254(W) AD(       ) 1
 DL1367  NAD 27      -  33 14 00.64600(N)    092 56 26.82700(W) AD(       ) 1
 DL1367  NGVD 29 (07/19/86)  115.6    (m)          379.     (f) VERT ANG       
 DL1367
 DL1367.Superseded values are not recommended for survey control.
 DL1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1367.See file dsdata.txt to determine how the superseded data were derived.
 DL1367
 DL1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0550277190(NAD 83)
 DL1367_MARKER: DS = TRIANGULATION STATION DISK
 DL1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1367
 DL1367  HISTORY     - Date     Condition        Report By
 DL1367  HISTORY     - 1941     MONUMENTED       CGS
 DL1367  HISTORY     - 1950     GOOD             CGS
 DL1367  HISTORY     - 1961     MARK NOT FOUND   USGS
 DL1367  HISTORY     - 1964     GOOD             CGS
 DL1367  HISTORY     - 1965     GOOD             CGS
 DL1367
 DL1367                          STATION DESCRIPTION
 DL1367
 DL1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1367'STATION MURPHY IS 15-1/2 MILES WEST OF THE CITY OF EL DORADO,
 DL1367'4-1/2 MILES SOUTH OF THE TOWN OF MT. HOLLY, 1 MILE EAST
 DL1367'OF ARKANSAS STATE ROUTE 57, 3/4 MILE NORTH OF U.S. ROUTE
 DL1367'52, ON THE HIGHEST PART OF A SMALL KNOLL, HIGHEST POINT
 DL1367'IN THE VICINITY, IN HEAVY PINE TIMBER, IN THE SOUTHWEST
 DL1367'1/4 OF SEC. 23, T17S, R18W, ON PROPERTY OWNED BY CHARLIE
 DL1367'H. MURPHY.
 DL1367'
 DL1367'TO REACH FROM THE JUNCTION OF U.S. ROUTE 82 AND ARKANSAS
 DL1367'STATE ROUTE 57, WHICH IS ABOUT 17 MILES WEST OF THE CITY
 DL1367'OF EL DORADO, GO NORTH ON STATE ROUTE 57 FOR 0.2 MILE AND
 DL1367'TURN RIGHT, EAST, ON TRACK ROAD THROUGH THE WOODS, GO EAST
 DL1367'AND NORTHEAST FOR 0.4 MILE, PASS THROUGH GATE IN EAST-WEST
 DL1367'FENCE, AND CROSS SMALL WOODEN BRIDGE, CONTINUE EAST AND
 DL1367'NORTHEAST FOR 0.65 MILE, PASS OLD SHED ON THE RIGHT, TURN
 DL1367'RIGHT, EAST, ON TRACK ROAD AND GO 0.5 MILE TO TOP OF WOODED
 DL1367'HILL AND STATION ON HIGHEST POINT.  TO REACH THE AZIMUTH
 DL1367'MARK FROM THE JUNCTION OF U.S. ROUTE 82 AND ARKANSAS STATE
 DL1367'ROUTE 57 GO EAST ON U.S. ROUTE 82 FOR 0.9 MILE TO THE
 DL1367'AZIMUTH MARK ON NORTH SIDE OF THE HIGHWAY ACROSS FROM THE
 DL1367'DAVIS SERVICE STATION AND STORE.
 DL1367'
 DL1367'STATION MARK IS ON THE HIGHEST PART OF THE TIMBERED HILL,
 DL1367'IS STAMPED MURPHY 1941, AND PROJECTS 4 INCHES.
 DL1367'
 DL1367'R.M. NO. 1 IS EAST NORTHEAST OF THE STATION, ABOUT 1 FOOT
 DL1367'LOWER, IS STAMPED MURPHY NO. 1 1941, AND PROJECTS 4 INCHES.
 DL1367'
 DL1367'R.M. NO. 2 IS SOUTH BY WEST OF THE STATION, LEVEL WITH THE
 DL1367'STATION, IS STAMPED MURPHY NO. 2 1941, AND PROJECTS 4 INCHES.
 DL1367'
 DL1367'AZIMUTH MARK IS 3/4 MILE SOUTH BY WEST OF THE STATION, 29
 DL1367'FEET NORTH OF THE CENTER LINE OF U.S. ROUTE 82, 102 FEET
 DL1367'NORTHWEST OF THE NORTHWEST CORNER OF THE DAVIS SERVICE STATION
 DL1367'AND STORE, 71 FEET WEST OF A TELEPHONE POLE, 6 FEET EAST
 DL1367'OF CENTER LINE OF FARM ENTRANCE, 1 FOOT SOUTH OF RIGHT OF
 DL1367'WAY FENCE, IS STAMPED MURPHY 1941, AND PROJECTS 4 INCHES.
 DL1367'
 DL1367'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1367
 DL1367                          STATION RECOVERY (1950)
 DL1367
 DL1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1367'THE STATION, AND REFERENCE MARKS NOS 1 AND 2,
 DL1367'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 DL1367'MARK WOULD NOT SEE AND WAS DESTROYED.  A NEW AZIMUTH MARK,
 DL1367'WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 DL1367'DESCRIPTION.
 DL1367'
 DL1367'THE STATION IS LOCATED ABOUT 15-1/2 MILES WEST OF EL DORADO,
 DL1367'18.0 MILES EAST OF MAGNOLIA, 4-1/2 MILES SOUTH OF MOUNT
 DL1367'HOLLY AND 1.0 MILE EAST OF STATE ROUTE NO 57, ON THE HIGHEST
 DL1367'POINT OF A PROMINENT TIMBER COVERED RIDGE AND ON LAND OWNED
 DL1367'BY MR. CHARLIE H. MURPHY.  IT IS 19 FEET WEST OF A TRIANGULAR
 DL1367'BLAZED 14 INCH PINE TREE AND 1 FOOT SOUTHEAST OF WITNESS
 DL1367'POST.  IT IS STAMPED MURPHY 1941 AND PROJECTS 3 INCHES.
 DL1367'
 DL1367'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION AND ON ABOUT
 DL1367'THE SAME ELEVATION AS STATION MARK.  IT IS STAMPED MURPHY
 DL1367'NO 1 1941 AND PROJECTS 2 INCHES.
 DL1367'
 DL1367'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 5 FEET WEST
 DL1367'OF THE CENTER OF TRACK ROAD AND ON ABOUT THE SAME ELEVATION
 DL1367'AS STATION MARK.  IT IS STAMPED MURPHY NO 2 1941 AND PROJECTS
 DL1367'3 INCHES.
 DL1367'
 DL1367'THE AZIMUTH MARK IS ABOUT 1.0 MILE WEST-NORTHWEST OF THE
 DL1367'STATION, 40 FEET EAST OF THE CENTER OF STATE ROUTE NO 57,
 DL1367'50 FEET SOUTH OF FENCE CORNER AND 1 FOOT WEST OF FENCE LINE.
 DL1367'IT IS STAMPED MURPHY 1950 AND PROJECTS 5 INCHES.
 DL1367'
 DL1367'TO REACH THE STATION FROM THE COURT HOUSE IN MAGNOLIA,
 DL1367'GO EAST ON U.S. HIGHWAY NO 82 FOR 18.4 MILES TO JUNCTION
 DL1367'WITH STATE ROUTE NO 57, TURN LEFT AND GO NORTH ON STATE
 DL1367'ROUTE NO 57 FOR 0.35 MILE TO WIRE GATE IN FENCE LINE ON
 DL1367'RIGHT IMMEDIATELY BEYOND FARM HOUSE ON THE LEFT, (CONTINUE
 DL1367'NORTH ON STATE ROUTE NO 57 FOR 0.65 MILE TO THE AZIMUTH
 DL1367'MARK ON THE EAST SIDE AS DESCRIBED), TURN RIGHT THROUGH
 DL1367'GATE AND FOLLOW DIM TRACK ROAD EASTERLY DOWN GRADE FOR 0.1
 DL1367'MILE, CROSS SMALL DRAINAGE DITCH AND TAKE IMMEDIATE RIGHT
 DL1367'FORK FOR 0.25 MILE TO BOARD GATE IN RAIL FENCE LINE IN THE
 DL1367'SOUTHEAST CORNER OF FIELD, PASS THROUGH GATE AND CONTINUE
 DL1367'EASTERLY THROUGH WOODS ON MAIN TRACK ROAD FOR 0.85 MILE
 DL1367'TO TRIANGULAR BLAZED GUM TREES ON BOTH SIDES OF TRACK
 DL1367'ROAD, LEAVE TRACK ROAD AT THIS POINT, TURN LEFT AND PICK
 DL1367'WAY UP THROUGH BRUSH FOR ABOUT 0.05 MILE TO THE STATION
 DL1367'AS DESCRIBED.
 DL1367'
 DL1367'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 DL1367
 DL1367                          STATION RECOVERY (1961)
 DL1367
 DL1367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DL1367'AZIMUTH MARK WAS NOT FOUND AND A LOCAL RESIDENT STATED THAT
 DL1367'HAD BEEN DESTROYED WHEN HWY 82 WAS WIDENED.  DISTANCES FROM
 DL1367'THE REFERENCE POINTS VERIFY THIS.
 DL1367
 DL1367                          STATION RECOVERY (1964)
 DL1367
 DL1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1367'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1367'THE LOCATION OF STATION IS SOMEWHAT DIFFICULT TO DESCRIBE
 DL1367'DUE TO SO MANY WOODS ROADS IN THE AREA.  TO REACH THE STATION
 DL1367'FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 57,
 DL1367'ABOUT 18 MILES EAST OF MAGNOLIA, GO NORTH ON STATE HIGHWAY
 DL1367'57 FOR 0.4 MILE TO A WIRE GATE ON RIGHT, (NORTHEAST ACROSS
 DL1367'HIGHWAY FROM A BRICK HOUSE AND NORTHWEST OF HOUSE OCCUPIED
 DL1367'BY MR. CON WILLIAMS - MR. WILLIAMS KNOWS THE LOCATION OF
 DL1367'THE STATION), TURN RIGHT THROUGH GATE THEN BEAR LEFT THROUGH
 DL1367'FENCE, THENCE RIGHT ON FIELD ROAD DOWNHILL FOR 0.1 MILE
 DL1367'TO A ROAD RIGHT JUST AFTER CROSSING A DRAINAGE, CONTINUE
 DL1367'STRAIGHT AHEAD ON FIELD ROAD FOR 0.15 MILE TO A BOARD AND
 DL1367'WIRE GATE IN WOVEN WIRE FENCE, GO THROUGHT GATE AND
 DL1367'CONTINUE EASTERLY ON WOODS ROAD FOR 0.35 MILE TO FORKS AT A
 DL1367'TRIANGLE-BLAZED HICKORY TREE ON LEFT, TAKE RIGHT FORK AND FOLLOW
 DL1367'MAIN WOODS ROAD FOR 0.45 MILE TO FORKS, CONTINUE STRAIGHT
 DL1367'AHEAD ON RIGHT FORK FOR 0.15 MILE TO CROSSING OF WOODS
 DL1367'ROADS AT A TRIANGLE BLAZED PINE TREE ON LEFT, TURN LEFT
 DL1367'AND GO NORTHEAST FOR 0.1 MILE TO A TRIANGLE-BLAZED PINE TREE
 DL1367'ON RIGHT AND END OF TRUCK TTAVEL.  PACK TO THE LEFT
 DL1367'(NORTH) ALONG A BLAZED TRAIL FOR 0.05 MILE TO STATION AND
 DL1367'SEVERAL BLAZED TREES.
 DL1367'
 DL1367'TO REACH THE AZIMUTH MARK FROM WIRE GATE TO NORTHWEST OF
 DL1367'MR. WILLIAMS HOUSE, GO NORTH ON HIGHWAY FOR 0.55 MILE TO MARK
 DL1367'ON RIGHT, 38 FEET SOUTH OF FENCE CORNER AT SOUTHWEST CORNER
 DL1367'OF YARD AND 13 FEET SOUTHEAST OF TELEPHONE POLE.
 DL1367
 DL1367                          STATION RECOVERY (1965)
 DL1367
 DL1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1367'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AND ARE AS
 DL1367'DESCRIBED IN 1941 AND 1950 DESCRIPTIONS.
 DL1367'
 DL1367'DUE TO GROWTH OF TIMBER THE AZIMUTH MARK IS NO LONGER VISIBLE FROM
 DL1367'THE GROUND AND IS DOUBTFUL IF IT CAN BE OBSERVED AT A LATER DATE AS
 DL1367'CLEARING WAS DID NEAR THE AZIMUTH MARK AT THIS TIME.
 DL1367'
 DL1367'A CHECK FOR DISTANCE AND DIRECTION WAS MADE TO THE REFERENCE MARKS
 DL1367'AND WERE FOUND CORRECT.
 DL1367'
 DL1367'THE 1941 LOCATION IS CORRECT WITH THIS ADDITION, IT IS IN THE SOUTH
 DL1367'1/2 SECTION OF 23.  R 18 W.  T 17 S.
 DL1367'
 DL1367'A NEW TO REACH THE STATION FOLLOWS--TO REACH FROM THE JUNCTION OF
 DL1367'US HIGHWAY 82 AND STATE HIGHWAY 57 AT WILLIAMS STORE WHICH IS ABOUT
 DL1367'5 MILES SOUTH OF MOUNT HOLLY, GO NORTH ON STATE HIGHWAY 57 FOR 0.4
 DL1367'MILE TO A FARM HOUSE ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON
 DL1367'HIGHWAY FOR 0.05 MILE TO A GATE IN THE FENCELINE ON THE RIGHT.
 DL1367'(CONTINUE NORTH ON HIGHWAY FOR 0.65 MILE TO THE AZIMUTH MARK ON
 DL1367'THE RIGHT.).  TURN RIGHT PASSING THROUGH GATE AND THEN LEFT
 DL1367'PASSING THROUGH ANOTHER GATE AND GO EAST AND NORTHEAST FOLLOWING
 DL1367'TRACK ROAD FOR 0.3 MILE TO A BOARD GATE, PASS THROUGH GATE AND
 DL1367'CONTINUE ON TRACK ROAD FOR 0.35 MILE TO A FORK.  TAKE THE RIGHT FORK
 DL1367'0.05 MILE TO A FORK, TAKE THE RIGHT FORK WHICH IS THE MOST
 DL1367'TRAVELED ROAD AND GO 0.4 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 DL1367'0.15 MILE TO A LARGE PINE TREE WITH TRIANGLE BLAZE, THIS IS A
 DL1367'JUNCTION OF LOGGING ROADS, ONE LEADS STRAIGHT AHEAD, ONE ANGLES
 DL1367'RIGHT AND ANOTHER TURNS LEFT.  TURN LEFT AND GO 0.1 MILE TO A
 DL1367'LARGE PINE TREE ON THE RIGHT WITH TRIANGLE BLAZE, TURN LEFT
 DL1367'AND GO ABOUT 300 FEET TO THE HIGHEST PART OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0725 ***********************************************************************
 DL0725  DESIGNATION -  MURPHY 1 BOLT
 DL0725  PID         -  DL0725
 DL0725  STATE/COUNTY-  AR/LAFAYETTE
 DL0725  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0725
 DL0725                         *CURRENT SURVEY CONTROL
 DL0725  ___________________________________________________________________
 DL0725* NAD 83(1986)-  33 08 34.     (N)    093 45 31.     (W)     SCALED    
 DL0725* NAVD 88     -        63.924  (meters)     209.72   (feet)  ADJUSTED  
 DL0725  ___________________________________________________________________
 DL0725  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DL0725  DYNAMIC HT  -          63.854 (meters)     209.49  (feet)  COMP
 DL0725  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 DL0725
 DL0725  VERT ORDER  -  FIRST     CLASS II
 DL0725
 DL0725.The horizontal coordinates were scaled from a topographic map and have
 DL0725.an estimated accuracy of +/- 6 seconds.
 DL0725
 DL0725.The orthometric height was determined by differential leveling
 DL0725.and adjusted by the National Geodetic Survey in June 1991..
 DL0725
 DL0725.The geoid height was determined by GEOID03.
 DL0725
 DL0725.The dynamic height is computed by dividing the NAVD 88
 DL0725.geopotential number by the normal gravity value computed on the
 DL0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0725.degrees latitude (g = 980.6199 gals.).
 DL0725
 DL0725.The modeled gravity was interpolated from observed gravity values.
 DL0725
 DL0725;                    North         East    Units  Estimated Accuracy
 DL0725;SPC AR S     -   454,220.      235,920.      MT  (+/- 180 meters Scaled)
 DL0725
 DL0725                          SUPERSEDED SURVEY CONTROL
 DL0725
 DL0725  NGVD 29 (??/??/92)   63.982  (m)          209.91   (f) ADJ UNCH    1 2
 DL0725
 DL0725.Superseded values are not recommended for survey control.
 DL0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0725.See file dsdata.txt to determine how the superseded data were derived.
 DL0725
 DL0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS292673(NAD 83)
 DL0725_MARKER: B = BOLT
 DL0725_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0725_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0725
 DL0725  HISTORY     - Date     Condition        Report By
 DL0725  HISTORY     - UNK      MONUMENTED       USE
 DL0725  HISTORY     - 1960     GOOD             NGS
 DL0725
 DL0725                          STATION DESCRIPTION
 DL0725
 DL0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0725'9.25 MI W FROM BRADLEY.
 DL0725'ABOUT 8.3 MILES WEST ALONG STATE HIGHWAY 160 FROM ST. LOUIS
 DL0725'SOUTHWESTERN RAILWAY STATION AT BRADLEY, THENCE 0.95 MILE NORTH ALONG
 DL0725'A PRIVATE GRAVELED ROAD LEADING TO THE MURPHY PLANTATION HEADQUARTERS,
 DL0725'61 FEET NORTH OF NORTHWEST CORNER OF A 2 STORY HOUSE, 99 FEET SOUTH OF
 DL0725'SOUTHWEST CORNER OF A LARGE SHEET-METAL BARN, 11 1/2 FEET WEST OF
 DL0725'SOUTHWEST CORNER POST OF AN IRON PIPE CORRAL FENCE, 5 1/2 FEET WEST OF
 DL0725'A WATER WELL, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER THE GROUND,
 DL0725'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE.  PIPE IS FLUSH WITH THE
 DL0725'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0726 ***********************************************************************
 DL0726  DESIGNATION -  MURPHY 1 CAP
 DL0726  PID         -  DL0726
 DL0726  STATE/COUNTY-  AR/LAFAYETTE
 DL0726  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0726
 DL0726                         *CURRENT SURVEY CONTROL
 DL0726  ___________________________________________________________________
 DL0726* NAD 83(1986)-  33 08 34.     (N)    093 45 31.     (W)     SCALED    
 DL0726* NAVD 88     -        65.154  (meters)     213.76   (feet)  ADJUSTED  
 DL0726  ___________________________________________________________________
 DL0726  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DL0726  DYNAMIC HT  -          65.084 (meters)     213.53  (feet)  COMP
 DL0726  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 DL0726
 DL0726  VERT ORDER  -  FIRST     CLASS II
 DL0726
 DL0726.The horizontal coordinates were scaled from a topographic map and have
 DL0726.an estimated accuracy of +/- 6 seconds.
 DL0726
 DL0726.The orthometric height was determined by differential leveling
 DL0726.and adjusted by the National Geodetic Survey in June 1991..
 DL0726
 DL0726.The geoid height was determined by GEOID03.
 DL0726
 DL0726.The dynamic height is computed by dividing the NAVD 88
 DL0726.geopotential number by the normal gravity value computed on the
 DL0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0726.degrees latitude (g = 980.6199 gals.).
 DL0726
 DL0726.The modeled gravity was interpolated from observed gravity values.
 DL0726
 DL0726;                    North         East    Units  Estimated Accuracy
 DL0726;SPC AR S     -   454,220.      235,920.      MT  (+/- 180 meters Scaled)
 DL0726
 DL0726                          SUPERSEDED SURVEY CONTROL
 DL0726
 DL0726  NGVD 29 (??/??/92)   65.21   (m)          213.9    (f) COMPUTED    1 2
 DL0726
 DL0726.Superseded values are not recommended for survey control.
 DL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0726.See file dsdata.txt to determine how the superseded data were derived.
 DL0726
 DL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS292673(NAD 83)
 DL0726_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0726_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0726_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0726
 DL0726  HISTORY     - Date     Condition        Report By
 DL0726  HISTORY     - UNK      MONUMENTED       USE
 DL0726  HISTORY     - 1963     GOOD             NGS
 DL0726
 DL0726                          STATION DESCRIPTION
 DL0726
 DL0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0726'9.25 MI W FROM BRADLEY.
 DL0726'ABOUT 8.3 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST LOUIS
 DL0726'SOUTHWESTERN RAILWAY STATION AT BRADLEY, THENCE 0.95 MILE NORTH ALONG
 DL0726'A PRIVATE GRAVELED ROAD LEADING TO THE MURPHY PLANTATION HEADQUARTERS,
 DL0726'61 FEET NORTH OF THE NORTHWEST CORNER OF A 2-STORY HOUSE, 99 FEET
 DL0726'SOUTH OF THE SOUTHWEST CORNER OF A LARGE SHEET-METAL BARN, 11 1/2 FEET
 DL0726'WEST OF THE SOUTHWEST CORNER POST OF AN IRON PIPE CORRAL FENCE, 5 1/2
 DL0726'FEET WEST OF A WATER WELL, AND ON THE TOP OF AN IRON PIPE, FLUSH WITH
 DL0726'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0727 ***********************************************************************
 DL0727  DESIGNATION -  MURPHY 2 BOLT
 DL0727  PID         -  DL0727
 DL0727  STATE/COUNTY-  AR/LAFAYETTE
 DL0727  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0727
 DL0727                         *CURRENT SURVEY CONTROL
 DL0727  ___________________________________________________________________
 DL0727* NAD 83(1986)-  33 08 24.     (N)    093 45 35.     (W)     SCALED    
 DL0727* NAVD 88     -        64.158  (meters)     210.49   (feet)  ADJUSTED  
 DL0727  ___________________________________________________________________
 DL0727  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DL0727  DYNAMIC HT  -          64.088 (meters)     210.26  (feet)  COMP
 DL0727  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DL0727
 DL0727  VERT ORDER  -  FIRST     CLASS II
 DL0727
 DL0727.The horizontal coordinates were scaled from a topographic map and have
 DL0727.an estimated accuracy of +/- 6 seconds.
 DL0727
 DL0727.The orthometric height was determined by differential leveling
 DL0727.and adjusted by the National Geodetic Survey in June 1991..
 DL0727
 DL0727.The geoid height was determined by GEOID03.
 DL0727
 DL0727.The dynamic height is computed by dividing the NAVD 88
 DL0727.geopotential number by the normal gravity value computed on the
 DL0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0727.degrees latitude (g = 980.6199 gals.).
 DL0727
 DL0727.The modeled gravity was interpolated from observed gravity values.
 DL0727
 DL0727;                    North         East    Units  Estimated Accuracy
 DL0727;SPC AR S     -   453,910.      235,810.      MT  (+/- 180 meters Scaled)
 DL0727
 DL0727                          SUPERSEDED SURVEY CONTROL
 DL0727
 DL0727  NGVD 29 (??/??/92)   64.218  (m)          210.69   (f) ADJ UNCH    1 2
 DL0727
 DL0727.Superseded values are not recommended for survey control.
 DL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0727.See file dsdata.txt to determine how the superseded data were derived.
 DL0727
 DL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS291670(NAD 83)
 DL0727_MARKER: B = BOLT
 DL0727_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0727_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0727
 DL0727  HISTORY     - Date     Condition        Report By
 DL0727  HISTORY     - UNK      MONUMENTED       USE
 DL0727  HISTORY     - 1960     GOOD             NGS
 DL0727
 DL0727                          STATION DESCRIPTION
 DL0727
 DL0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0727'9.05 MI W FROM BRADLEY.
 DL0727'ABOUT 8.3 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0727'SOUTHWESTERN RAILWAY STATION AT BRADLEY, THENCE 0.75 MILE NORTH ALONG
 DL0727'A PRIVATE GRAVELED ROAD LEADING TO THE MURPHY PLANTATION HEADQUARTERS,
 DL0727'35 FEET EAST OF THE CENTER LINE OF THE ROAD, 126 YARDS SOUTH OF THE
 DL0727'SOUTHWEST CORNER OF A SHEET-METAL BUILDING, AT THE WEST EDGE OF A
 DL0727'GROVE OF LARGE COTTONWOOD TREES, SET IN THE TOP OF A STONE ABOUT 3
 DL0727'FEET UNDER THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DL0727'BEARING A CORPS OF ENGINEERS CAP AND WHICH PROJECTS 8 INCHES ABOVE THE
 DL0727'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0728 ***********************************************************************
 DL0728  DESIGNATION -  MURPHY 2 CAP
 DL0728  PID         -  DL0728
 DL0728  STATE/COUNTY-  AR/LAFAYETTE
 DL0728  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0728
 DL0728                         *CURRENT SURVEY CONTROL
 DL0728  ___________________________________________________________________
 DL0728* NAD 83(1986)-  33 08 24.     (N)    093 45 35.     (W)     SCALED    
 DL0728* NAVD 88     -        65.398  (meters)     214.56   (feet)  ADJUSTED  
 DL0728  ___________________________________________________________________
 DL0728  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DL0728  DYNAMIC HT  -          65.327 (meters)     214.33  (feet)  COMP
 DL0728  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DL0728
 DL0728  VERT ORDER  -  FIRST     CLASS II
 DL0728
 DL0728.The horizontal coordinates were scaled from a topographic map and have
 DL0728.an estimated accuracy of +/- 6 seconds.
 DL0728
 DL0728.The orthometric height was determined by differential leveling
 DL0728.and adjusted by the National Geodetic Survey in June 1991..
 DL0728
 DL0728.The geoid height was determined by GEOID03.
 DL0728
 DL0728.The dynamic height is computed by dividing the NAVD 88
 DL0728.geopotential number by the normal gravity value computed on the
 DL0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0728.degrees latitude (g = 980.6199 gals.).
 DL0728
 DL0728.The modeled gravity was interpolated from observed gravity values.
 DL0728
 DL0728;                    North         East    Units  Estimated Accuracy
 DL0728;SPC AR S     -   453,910.      235,810.      MT  (+/- 180 meters Scaled)
 DL0728
 DL0728                          SUPERSEDED SURVEY CONTROL
 DL0728
 DL0728  NGVD 29 (??/??/92)   65.46   (m)          214.8    (f) COMPUTED    1 2
 DL0728
 DL0728.Superseded values are not recommended for survey control.
 DL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0728.See file dsdata.txt to determine how the superseded data were derived.
 DL0728
 DL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS291670(NAD 83)
 DL0728_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0728_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0728_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0728
 DL0728  HISTORY     - Date     Condition        Report By
 DL0728  HISTORY     - UNK      MONUMENTED       USE
 DL0728  HISTORY     - 1960     GOOD             NGS
 DL0728  HISTORY     - 1963     GOOD             NGS
 DL0728
 DL0728                          STATION DESCRIPTION
 DL0728
 DL0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0728'9.05 MI W FROM BRADLEY.
 DL0728'ABOUT 8.3 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0728'SOUTHWESTERN RAILWAY STATION AT BRADLEY, THENCE 0.75 MILE NORTH ALONG
 DL0728'A PRIVATE GRAVELED ROAD LEADING TO THE MURPHY PLANTATION HEADQUARTERS,
 DL0728'35 FEET EAST OF THE CENTER LINE OF THE ROAD, 126 YARDS SOUTH OF THE
 DL0728'SOUTHWEST CORNER OF A SHEET-METAL BUILDING, AT THE WEST EDGE OF A
 DL0728'GROVE OF LARGE COTTONWOOD TREES, AND ON THE TOP OF AN IRON PIPE WHICH
 DL0728'PROJECTS 8 INCHES.
 DL0728
 DL0728                          STATION RECOVERY (1963)
 DL0728
 DL0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1904 ***********************************************************************
 EJ1904  DESIGNATION -  MUSE
 EJ1904  PID         -  EJ1904
 EJ1904  STATE/COUNTY-  AR/SALINE
 EJ1904  USGS QUAD   -  PARON SW (1984)
 EJ1904
 EJ1904                         *CURRENT SURVEY CONTROL
 EJ1904  ___________________________________________________________________
 EJ1904* NAD 83(1997)-  34 47 25.11909(N)    092 54 05.47978(W)     ADJUSTED  
 EJ1904* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 EJ1904  ___________________________________________________________________
 EJ1904  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 EJ1904  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EJ1904
 EJ1904  HORZ ORDER  -  SECOND
 EJ1904
 EJ1904.The horizontal coordinates were established by classical geodetic methods
 EJ1904.and adjusted by the National Geodetic Survey in September 1999..
 EJ1904
 EJ1904.The orthometric height was scaled from a topographic map.
 EJ1904
 EJ1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1904
 EJ1904.The geoid height was determined by GEOID03.
 EJ1904
 EJ1904;                    North         East     Units Scale Factor Converg.
 EJ1904;SPC AR S     -   635,910.198   317,492.921   MT  1.00000536   -0 30 16.5
 EJ1904;SPC AR S     - 2,086,315.37  1,041,641.36   sFT  1.00000536   -0 30 16.5
 EJ1904;SPC AR N     -    51,076.305   317,490.876   MT  1.00003119   -0 31 28.5
 EJ1904;SPC AR N     -   167,572.84  1,041,634.65   sFT  1.00003119   -0 31 28.5
 EJ1904;UTM  15      - 3,849,794.155   509,009.131   MT  0.99960100   +0 03 22.3
 EJ1904
 EJ1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1904!SPC AR S     -   0.99999336  x   1.00000536  =   0.99999872
 EJ1904!SPC AR N     -   0.99999336  x   1.00003119  =   1.00002455
 EJ1904!UTM  15      -   0.99999336  x   0.99960100  =   0.99959436
 EJ1904
 EJ1904|---------------------------------------------------------------------|
 EJ1904| PID    Reference Object                     Distance      Geod. Az  |
 EJ1904|                                                           dddmmss.s |
 EJ1904| CY7018 MUSE RM 2                            25.011 METERS 06210     |
 EJ1904| EJ1756 SHINALL MTN TV STA KARK KTHV        APPROX.36.8 KM 0882138.7 |
 EJ1904| EJ1882 BENTON WEST MUNICIPAL TANK          APPROX.37.9 KM 1300928.0 |
 EJ1904| EJ1880 BENTON COURTHOUSE CLOCKTOWER        APPROX.38.1 KM 1305227.0 |
 EJ1904| EJ1884 BENTON FIRST METHODIST CHURCH       APPROX.38.0 KM 1305508.1 |
 EJ1904| EJ1896 GOOSEPOND 2                         APPROX.12.8 KM 1833127.7 |
 EJ1904| CY7017 MUSE RM 1                            21.082 METERS 32920     |
 EJ1904|---------------------------------------------------------------------|
 EJ1904
 EJ1904                          SUPERSEDED SURVEY CONTROL
 EJ1904
 EJ1904  NAD 83(1986)-  34 47 25.13189(N)    092 54 05.47167(W) AD(       ) 2
 EJ1904  NAD 27      -  34 47 24.81001(N)    092 54 04.85045(W) AD(       ) 2
 EJ1904
 EJ1904.Superseded values are not recommended for survey control.
 EJ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1904.See file dsdata.txt to determine how the superseded data were derived.
 EJ1904
 EJ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0900949794(NAD 83)
 EJ1904_MARKER: DS = TRIANGULATION STATION DISK
 EJ1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1904
 EJ1904  HISTORY     - Date     Condition        Report By
 EJ1904  HISTORY     - 1963     MONUMENTED       CGS
 EJ1904
 EJ1904                          STATION DESCRIPTION
 EJ1904
 EJ1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1904'LOCATED ABOUT 16 MILES NORTH AND 18 MILES WEST OF BENTON AND
 EJ1904'ABOUT 1/2 MILE SOUTH AND 3 MILES WEST OF THE LAKE WINONA DAM,
 EJ1904'IN THE QUACHITA NATIONAL FOREST.  IT IS NEAR THE EAST CENTER OF
 EJ1904'SECTION 27, T 2 N, R 18 W, ON THE SOUTH SIDE OF A NATIONAL FOREST
 EJ1904'ROAD.  IT IS 28 FEET SOUTH OF A 10 INCH PINE TREE WITH A TRIANGLE
 EJ1904'BLAZE ON THE SOUTH SIDE, 5 FEET NORTH OF A WITNESS POST, 19 FEET
 EJ1904'SOUTHEAST OF THE INTERSECTION OF THE FOREST ROAD, AND A TRACK
 EJ1904'ROAD, 13 FEET NORTH OF A 12 INCH PINE TREE WITH A TRIANGLE
 EJ1904'BLAZE ON THE NORTH SIDE, AND 44 FEET EAST OF AN 8 INCH OAK
 EJ1904'TREE.
 EJ1904'
 EJ1904'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 EJ1904'IN BENTON, GO NORTH ON MAIN STREET FOR 0.3 MILE TO THE
 EJ1904'INTERSECTION OF MAIN AND CARPENTER STREETS.  TURN LEFT ON
 EJ1904'CARPENTER STREET AND GO WEST AND NORTH CROSSING INTERSTATE 30
 EJ1904'OVERPASS AND FOLLOW STATE HIGHWAY 5 NORTHWEST AND WEST FOR 13.6
 EJ1904'MILES TO THE JUNCTION WITH STATE HIGHWAY 9 AT CROWS.  TURN
 EJ1904'RIGHT AND GO NORTH ON STATE HIGHWAY 9 FOR 12.4 MILES TO THE
 EJ1904'PARON SCHOOL ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 9 FOR
 EJ1904'2.7 MILES TO A SIDE ROAD LEFT, AND BROWNS CORNER STORE IN THE
 EJ1904'NORTHWEST ANGLE.  TURN LEFT AND GO WEST ON A GRAVELED
 EJ1904'ROAD (WITH SIGN LAKE WINONA) FOR 4.1 MILES TO A ROAD FORK JUST
 EJ1904'EAST OF THE DAM.  KEEP LEFT FORK AT SIGN MUSE MTN. ROAD, AND
 EJ1904'ROAD NO 778, AND GO WEST FOR 0.15 MILE TO THE EAST END OF THE
 EJ1904'SPILL-WAY, CROSS THE BASE OF THE SPILL-WAY AND CONTINUE WEST
 EJ1904'ON THE MAIN TRAVELED ROAD FOR 0.3 MILE TO A Y-FORK, KEEP LEFT,
 EJ1904'AND GO WEST FOR 0.3 MILE TO A Y-FORK.  KEEP THE RIGHT FORK
 EJ1904'AND GO WEST-NORTHWEST FOR 0.3 MILE TO THE WEST END OF THE DAM.
 EJ1904'FROM HERE, FOLLOW THE MAIN TRAVELED ROAD WEST AND
 EJ1904'WEST-SOUTHWEST FOR 1.15 MILES TO A Y-FORK.  KEEP LEFT,
 EJ1904'AHEAD, ON THE MAIN TRAVELED ROAD FOR 1.7 MILES TO A SMALL
 EJ1904'SADDLE AND DIM WOODS ROAD TO THE SOUTHWEST.  CONTINUE AHEAD,
 EJ1904'WEST ON THE MAIN TRAVELED ROAD FOR 0.3 MILE TO A DIM TRACK
 EJ1904'ROAD TO THE RIGHT, AND THE STATION ON THE LEFT.
 EJ1904'
 EJ1904'REFERENCE MARK 1 IS 13 FEET SOUTHWEST OF THE CENTERLINE OF A
 EJ1904'TRACK ROAD, 52 FEET EAST OF A 38 INCH OAK TREE (TWIN-TRUNK), AND
 EJ1904'73 FEET NORTHWEST OF THE WITNESS POST.  THE MONUMENT PROJECTS 4
 EJ1904'INCHES AND THE DISK IS STAMPED MUSE NO 1 1963.
 EJ1904'
 EJ1904'REFERENCE MARK 2 IS 9 FEET NORTHWEST OF THE CENTERLINE OF THE
 EJ1904'GRAVELED TRACK ROAD, 67 FEET NORTHEAST OF THE 10 INCH PINE
 EJ1904'TREE, WITH TRIANGLE BLAZE, 17 FEET NORTH OF A 14 INCH PINE
 EJ1904'TREE, AND 86 FEET NORTHEAST OF THE WITNESS POST.  THE MONUMENT
 EJ1904'PROJECTS 5 INCHES AND THE DISK IS STAMPED MUSE NO 2 1963.
 EJ1904'
 EJ1904'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2955 ***********************************************************************
 EH2955  DESIGNATION -  MUSSELL
 EH2955  PID         -  EH2955
 EH2955  STATE/COUNTY-  AR/PHILLIPS
 EH2955  USGS QUAD   -  HENRICO NE (1967)
 EH2955
 EH2955                         *CURRENT SURVEY CONTROL
 EH2955  ___________________________________________________________________
 EH2955* NAD 83(1997)-  34 09 03.30245(N)    091 04 18.61927(W)     ADJUSTED  
 EH2955* NAVD 88     -        53.49   (+/-2cm)     175.5    (feet)  VERTCON   
 EH2955  ___________________________________________________________________
 EH2955  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 EH2955  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2955
 EH2955  HORZ ORDER  -  SECOND
 EH2955  VERT ORDER  -  THIRD ? (See Below)
 EH2955
 EH2955.The horizontal coordinates were established by classical geodetic methods
 EH2955.and adjusted by the National Geodetic Survey in September 1999..
 EH2955
 EH2955.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2955.The vertical order pertains to the NGVD 29 superseded value.
 EH2955
 EH2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2955
 EH2955.The geoid height was determined by GEOID03.
 EH2955
 EH2955;                    North         East     Units Scale Factor Converg.
 EH2955;SPC AR S     -   565,009.756   485,588.069   MT  0.99992053   +0 31 10.1
 EH2955;SPC AR S     - 1,853,702.84  1,593,133.52   sFT  0.99992053   +0 31 10.1
 EH2955;SPC MS W     -   515,933.095   631,896.937   MT  1.00000715   -0 24 52.5
 EH2955;SPC MS W     - 1,692,690.50  2,073,148.53   sFT  1.00000715   -0 24 52.5
 EH2955;UTM  15      - 3,780,569.068   677,758.510   MT  0.99998952   +1 04 57.7
 EH2955
 EH2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2955!SPC AR S     -   0.99999577  x   0.99992053  =   0.99991630
 EH2955!SPC MS W     -   0.99999577  x   1.00000715  =   1.00000292
 EH2955!UTM  15      -   0.99999577  x   0.99998952  =   0.99998529
 EH2955
 EH2955:                Primary Azimuth Mark                     Grid Az
 EH2955:SPC AR S     -  MUSSELL AZ MK                            000 31 44.5
 EH2955:SPC MS W     -  MUSSELL AZ MK                            001 27 47.1
 EH2955:UTM  15      -  MUSSELL AZ MK                            359 57 56.9
 EH2955
 EH2955|---------------------------------------------------------------------|
 EH2955| PID    Reference Object                     Distance      Geod. Az  |
 EH2955|                                                           dddmmss.s |
 EH2955| CY7019 MUSSELL AZ MK                                      0010254.6 |
 EH2955| EH2953 FLAT LAKE LOOKOUT TOWER             APPROX. 7.3 KM 0084455.1 |
 EH2955| CY7020 MUSSELL RM 1                         38.844 METERS 20005     |
 EH2955| CY7021 MUSSELL RM 2                         34.834 METERS 35758     |
 EH2955|---------------------------------------------------------------------|
 EH2955
 EH2955                          SUPERSEDED SURVEY CONTROL
 EH2955
 EH2955  NAD 83(1997)-  34 09 03.30531(N)    091 04 18.61804(W) AD(       ) 2
 EH2955  NAD 83(1986)-  34 09 03.30995(N)    091 04 18.61493(W) AD(       ) 2
 EH2955  NAD 27      -  34 09 02.93941(N)    091 04 18.21006(W) AD(       ) 2
 EH2955  NGVD 29 (07/19/86)   53.55   (m)          175.7    (f) LEVELING    3  
 EH2955
 EH2955.Superseded values are not recommended for survey control.
 EH2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2955.See file dsdata.txt to determine how the superseded data were derived.
 EH2955
 EH2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7775980569(NAD 83)
 EH2955_MARKER: DS = TRIANGULATION STATION DISK
 EH2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2955_STAMPING: MUSSELL 1964
 EH2955_MARK LOGO: CGS   
 EH2955_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2955+STABILITY: SURFACE MOTION
 EH2955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2955+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH2955
 EH2955  HISTORY     - Date     Condition        Report By
 EH2955  HISTORY     - 1964     MONUMENTED       CGS
 EH2955  HISTORY     - 20001011 GOOD             USE
 EH2955
 EH2955                          STATION DESCRIPTION
 EH2955
 EH2955'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2955'STATION IS LOCATED ON THE EAST SIDE OF A FLOOD CONTROL LEVEE,
 EH2955'ABOUT OPPOSITE MUSSELL POINT OF THE WHITE RIVER, 17 MILES
 EH2955'SOUTHWEST OF ELAINE, 7 MILES NORTHWEST OF SNOW LAKE, 8-1/2
 EH2955'MILES SOUTHWEST OF MELLWOOD, NEAR THE CENTER OF THE SOUTH
 EH2955'HALF OF SECTION 24, T. 6 S., R. 1 W., AND ON PROPERTY CONTROLLED
 EH2955'BY THE LEVEE BOARD.
 EH2955'
 EH2955'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MELLWOOD,
 EH2955'GO WEST ON A GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD.
 EH2955'CONTINUE AHEAD NORTHWEST ON A GRAVELED ROAD FOR 2.7 MILES
 EH2955'TO THE CENTER OF A CONCRETE BRIDGE OVER BAYOU.  CONTINUE
 EH2955'AHEAD SOUTHWEST ON A GRAVELED ROAD FOR 1.3 MILES TO A T-ROAD
 EH2955'AT THE TOP OF LEVEE.  TURN LEFT AND GO SOUTHERLY ON A GRAVELED
 EH2955'ROAD ALONG THE TOP OF THE LEVEE FOR 2.75 MILES TO A FLOOD
 EH2955'GATE AND A POWER STATION ON THE LEFT.  CONTINUE AHEAD SOUTH
 EH2955'ON THE GRAVELED ROAD FOR 1.8 MILES TO MILEPOST NO. 32/33
 EH2955'ON THE LEFT.  CONTINUE AHEAD SOUTH ON THE GRAVELED ROAD
 EH2955'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EH2955'AHEAD SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE
 EH2955'STATION ON THE LEFT.
 EH2955'
 EH2955'STATION MARKS ARE STANDARD DISKS STAMPED MUSSELL 1964.  THE
 EH2955'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS
 EH2955'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 351 FEET NORTH
 EH2955'OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 42 INCHES (MILEPOST
 EH2955'NO. 33/34), 25 FEET EAST OF THE CENTERLINE OF A GRAVELED
 EH2955'ROAD AND THE TOP OF THE LEVEE, AND 5 FEET EAST OF A METAL
 EH2955'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EH2955'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2955'
 EH2955'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MUSSELL NO 1
 EH2955'1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH2955'WITH THE SURFACE OF THE GROUND.  IT IS 233 FEET NORTH-NORTHWEST
 EH2955'OF MILEPOST NO. 33/34, 13 FEET WEST OF THE CENTERLINE OF THE
 EH2955'GRAVELED ROAD AND THE TOP OF THE LEVEE, AND 2 FEET NORTH OF
 EH2955'A METAL WITNESS POST.
 EH2955'
 EH2955'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MUSSELL NO
 EH2955'2 1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EH2955'1 INCH.  IT IS 14 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 EH2955'ROAD AND THE TOP OF THE LEVEE, AND 2 FEET EAST OF A METAL
 EH2955'WITNESS POST.
 EH2955'
 EH2955'AZIMUTH MARK, A STANDARD DISK STAMPED MUSSELL 1964, IS SET
 EH2955'IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 EH2955'OF THE GROUND.  IT IS 13 FEET EAST OF THE CENTERLINE OF THE
 EH2955'GRAVELED ROAD AND THE TOP OF THE LEVEE, AND 2 FEET SOUTH
 EH2955'OF A METAL WITNESS POST.
 EH2955'
 EH2955'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2955
 EH2955                          STATION RECOVERY (2000)
 EH2955
 EH2955'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0847 ***********************************************************************
 GE0847  DESIGNATION -  MYRTLE
 GE0847  PID         -  GE0847
 GE0847  STATE/COUNTY-  AR/RANDOLPH
 GE0847  USGS QUAD   -  DALTON (1981)
 GE0847
 GE0847                         *CURRENT SURVEY CONTROL
 GE0847  ___________________________________________________________________
 GE0847* NAD 83(1997)-  36 29 31.75838(N)    091 12 52.72769(W)     ADJUSTED  
 GE0847* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 GE0847  ___________________________________________________________________
 GE0847  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GE0847  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GE0847
 GE0847  HORZ ORDER  -  THIRD
 GE0847
 GE0847.The horizontal coordinates were established by classical geodetic methods
 GE0847.and adjusted by the National Geodetic Survey in September 1999..
 GE0847
 GE0847.The orthometric height was scaled from a topographic map.
 GE0847
 GE0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0847
 GE0847.The geoid height was determined by GEOID03.
 GE0847
 GE0847;                    North         East     Units Scale Factor Converg.
 GE0847;SPC AR N     -   239,797.826   470,371.350   MT  1.00006142   +0 27 25.2
 GE0847;SPC AR N     -   786,736.70  1,543,210.00   sFT  1.00006142   +0 27 25.2
 GE0847;SPC MO E     -    73,336.807   185,971.347   MT  0.99998383   -0 25 30.1
 GE0847;UTM  15      - 4,040,019.869   659,911.567   MT  0.99991506   +1 03 43.2
 GE0847
 GE0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0847!SPC AR N     -   0.99998016  x   1.00006142  =   1.00004158
 GE0847!SPC MO E     -   0.99998016  x   0.99998383  =   0.99996399
 GE0847!UTM  15      -   0.99998016  x   0.99991506  =   0.99989522
 GE0847
 GE0847|---------------------------------------------------------------------|
 GE0847| PID    Reference Object                     Distance      Geod. Az  |
 GE0847|                                                           dddmmss.s |
 GE0847| CI2610 MYRTLE RM 1                          20.935 METERS 01729     |
 GE0847| CI2609 MYRTLE AZ MK                                       0901840.1 |
 GE0847| CI2611 MYRTLE RM 2                           6.081 METERS 12421     |
 GE0847|---------------------------------------------------------------------|
 GE0847
 GE0847                          SUPERSEDED SURVEY CONTROL
 GE0847
 GE0847  NAD 83(1986)-  36 29 31.76577(N)    091 12 52.72620(W) AD(       ) 3
 GE0847  NAD 27      -  36 29 31.53820(N)    091 12 52.25510(W) AD(       ) 3
 GE0847
 GE0847.Superseded values are not recommended for survey control.
 GE0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0847.See file dsdata.txt to determine how the superseded data were derived.
 GE0847
 GE0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5991240020(NAD 83)
 GE0847_MARKER: DS = TRIANGULATION STATION DISK
 GE0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0847+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 GE0847
 GE0847  HISTORY     - Date     Condition        Report By
 GE0847  HISTORY     - 1955     MONUMENTED       CGS
 GE0847  HISTORY     - 20050322 GOOD             USACE
 GE0847
 GE0847                          STATION DESCRIPTION
 GE0847
 GE0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0847'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF DALTON,
 GE0847'0.45 MILE SOUTH OF THE MISSOURI-ARKANSAS STATE LINE, AND WHERE
 GE0847'THE HIGHWAY CURVES FROM EASTERLY TO A NORTHERLY DIRECTION,
 GE0847'37.0 FEET SOUTH OF CENTER OF THE HIGHWAY, 7.0 FEET NORTHWEST
 GE0847'OF A 4 X 4-INCH WHITE WITNESS POST, AND 5.0 FEET NORTH OF A
 GE0847'FENCE LINE.
 GE0847'
 GE0847'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, FOLLOW
 GE0847'STATE HIGHWAY 93 NORTHWESTERLY FOR 7.2 MILES TO THE WALNUT
 GE0847'GROVE CHURCH ON THE RIGHT, CONTINUE ON STATE HIGHWAY 93 FOR 0.4
 GE0847'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WESTERLY ON THE
 GE0847'HIGHWAY FOR 0.45 MILE TO STATION ON THE LEFT AS DESCRIBED.
 GE0847'
 GE0847'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE0847'MYRTLE 1955.
 GE0847'
 GE0847'REFERENCE MARK 1 IS 32 FEET NORTH OF CENTER OF THE HIGHWAY,
 GE0847'1.5 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES
 GE0847'AND THE DISK IS STAMPED MYRTLE NO 1 1955.
 GE0847'
 GE0847'REFERENCE MARK 2 IS 42 FEET SOUTH OF CENTER OF THE HIGHWAY,
 GE0847'14 FEET EAST OF A 4 X 4-INCH WHITE WITNESS POST, AND 1 FOOT
 GE0847'NORTH OF A FENCE LINE.  THE MARK PROJECTS 1 INCH AND THE
 GE0847'DISK IS STAMPED MYRTLE NO 2 1955.
 GE0847'
 GE0847'THE AZIMUTH MARK IS 99.0 FEET NORTHWEST OF THE NORTHWEST
 GE0847'CORNER OF MRS DEAN HALLS FARM HOUSE, 25.0 FEET NORTH OF
 GE0847'CENTER OF THE HIGHWAY, 3.5 FEET WEST OF A 4 X 4-INCH WHITE
 GE0847'WITNESS POST, AND 2.5 FEET SOUTH OF A FENCE LINE.  THE MARK
 GE0847'PROJECTS 5 INCHES AND THE DISK IS STAMPED MYRTLE 1955.
 GE0847'
 GE0847'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GE0847
 GE0847                          STATION RECOVERY (2005)
 GE0847
 GE0847'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 GE0847'MARK IS NOW SOUTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0795 ***********************************************************************
 GF0795  DESIGNATION -  MYRTLE
 GF0795  PID         -  GF0795
 GF0795  STATE/COUNTY-  AR/BOONE
 GF0795  USGS QUAD   -  BATAVIA (1967)
 GF0795
 GF0795                         *CURRENT SURVEY CONTROL
 GF0795  ___________________________________________________________________
 GF0795* NAD 83(1997)-  36 22 04.10592(N)    093 08 46.06082(W)     ADJUSTED  
 GF0795* NAVD 88     -       411.62   (+/-2cm)    1350.5    (feet)  VERTCON   
 GF0795  ___________________________________________________________________
 GF0795  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GF0795  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GF0795
 GF0795  HORZ ORDER  -  THIRD
 GF0795  VERT ORDER  -  THIRD ? (See Below)
 GF0795
 GF0795.The horizontal coordinates were established by classical geodetic methods
 GF0795.and adjusted by the National Geodetic Survey in September 1999..
 GF0795
 GF0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0795.The vertical order pertains to the NGVD 29 superseded value.
 GF0795
 GF0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0795
 GF0795.The geoid height was determined by GEOID03.
 GF0795
 GF0795;                    North         East     Units Scale Factor Converg.
 GF0795;SPC AR N     -   226,316.693   297,142.165   MT  1.00002935   -0 40 01.0
 GF0795;SPC AR N     -   742,507.35    974,873.92   sFT  1.00002935   -0 40 01.0
 GF0795;SPC MO C     -    59,495.596   442,017.934   MT  0.99997474   -0 22 59.3
 GF0795;UTM  15      - 4,024,754.815   486,891.254   MT  0.99960212   -0 05 11.9
 GF0795
 GF0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0795!SPC AR N     -   0.99993986  x   1.00002935  =   0.99996920
 GF0795!SPC MO C     -   0.99993986  x   0.99997474  =   0.99991460
 GF0795!UTM  15      -   0.99993986  x   0.99960212  =   0.99954200
 GF0795
 GF0795|---------------------------------------------------------------------|
 GF0795| PID    Reference Object                     Distance      Geod. Az  |
 GF0795|                                                           dddmmss.s |
 GF0795| CI2613 MYRTLE RM 1                          21.732 METERS 03016     |
 GF0795| CI2614 MYRTLE RM 2                          15.249 METERS 16417     |
 GF0795| CI2612 MYRTLE AZ MK                                       3082501.5 |
 GF0795|---------------------------------------------------------------------|
 GF0795
 GF0795                          SUPERSEDED SURVEY CONTROL
 GF0795
 GF0795  NAD 83(1997)-  36 22 04.10827(N)    093 08 46.06632(W) AD(       ) 3
 GF0795  NAD 83(1986)-  36 22 04.11474(N)    093 08 46.05246(W) AD(       ) 3
 GF0795  NAD 27      -  36 22 03.86840(N)    093 08 45.41220(W) AD(       ) 3
 GF0795  NGVD 29 (07/19/86)  411.50   (m)         1350.1    (f) LEVELING    3  
 GF0795
 GF0795.Superseded values are not recommended for survey control.
 GF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0795.See file dsdata.txt to determine how the superseded data were derived.
 GF0795
 GF0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8689124755(NAD 83)
 GF0795_MARKER: DS = TRIANGULATION STATION DISK
 GF0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0795
 GF0795  HISTORY     - Date     Condition        Report By
 GF0795  HISTORY     - 1961     MONUMENTED       CGS
 GF0795
 GF0795                          STATION DESCRIPTION
 GF0795
 GF0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0795'ABOUT 10 MILES NORTHEAST OF ALPENA, ABOUT 5-1/2 MILES SOUTH
 GF0795'AND 2-1/2 MILES EAST OF OMAHA, ABOUT 3-1/2 MILES WEST OF THE
 GF0795'VILLAGE OF MYRTLE, IN THE SOUTH CENTER OF SEC. 19, T. 20 N.,
 GF0795'R. 20 W., AND ON PROPERTY OF MRS. JOE SNEERINGER.  IT IS 97
 GF0795'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 60 FEET SOUTH
 GF0795'OF A FENCE CORNER, 47 FEET WEST OF THE WEST ONE OF THREE POWER
 GF0795'POLES, 28 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 5
 GF0795'FEET EAST OF A WIRE FENCE AND 5 FEET EAST OF A WITNESS POST.
 GF0795'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MYRTLE 1961.
 GF0795'
 GF0795'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 65, 5-1/2
 GF0795'MILES EAST OF ALPENA, GO NORTHERLY ON U.S. HIGHWAY 65 FOR 3.3
 GF0795'MILES TO A SIDE ROAD RIGHT IN THE VILLAGE OF PROSPERITY.  CONTINUE
 GF0795'NORTHERLY ON U.S. HIGHWAY 62 FOR 1.5 MILES TO A SIDE ROAD RIGHT.
 GF0795'TURN RIGHT AND GO NORTHEASTERLY ON A GRAVELED ROAD FOR 0.85
 GF0795'MILE TO A SIDE ROAD RIGHT.  CONTINUE NORTHEASTERLY ON THE
 GF0795'GRAVELED ROAD FOR 3.1 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH
 GF0795'MARK ON THE LEFT.  CONTINUE AHEAD EAST, SOUTH AND EAST FOR
 GF0795'1.1 MILE TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT.
 GF0795'
 GF0795'REFERENCE MARK 1 IS 69 FEET NORTH OF THE CENTER ONE OF THREE
 GF0795'POWER POLES, 47 FEET EAST OF THE FENCE CORNER, 27 FEET SOUTH
 GF0795'OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF
 GF0795'A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GF0795'STAMPED MYRTLE NO 1 1961.
 GF0795'
 GF0795'REFERENCE MARK 2 IS 51 FEET SOUTHWEST OF THE WEST ONE OF THREE
 GF0795'POWER POLES, 25 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 GF0795'ROAD AND 1 FOOT EAST OF THE WIRE FENCE.  THE MONUMENT PROJECTS
 GF0795'2 INCHES AND THE DISK IS STAMPED MYRTLE NO 2 1961.
 GF0795'
 GF0795'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTERLINE OF A
 GF0795'GRAVELED ROAD, 22 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GF0795'ROAD, 4 FEET WEST OF A POWER POLE WITH A GUY WIRE, 4 FEET WEST OF
 GF0795'A FENCE CORNER, 2 FEET SOUTHEAST OF A WITNESS POST, AND 1 FOOT
 GF0795'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE
 GF0795'DISK IS STAMPED MYRTLE 1961.
 GF0795'
 GF0795'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0480 ***********************************************************************
 EJ0480  DESIGNATION -  N
 EJ0480  PID         -  EJ0480
 EJ0480  STATE/COUNTY-  AR/JEFFERSON
 EJ0480  USGS QUAD   -  PINE BLUFF (1984)
 EJ0480
 EJ0480                         *CURRENT SURVEY CONTROL
 EJ0480  ___________________________________________________________________
 EJ0480* NAD 83(1986)-  34 13 34.     (N)    092 00 38.     (W)     SCALED    
 EJ0480* NAVD 88     -        68.360  (meters)     224.28   (feet)  ADJUSTED  
 EJ0480  ___________________________________________________________________
 EJ0480  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0480  DYNAMIC HT  -          68.294 (meters)     224.06  (feet)  COMP
 EJ0480  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EJ0480
 EJ0480  VERT ORDER  -  FIRST     CLASS II
 EJ0480
 EJ0480.The horizontal coordinates were scaled from a topographic map and have
 EJ0480.an estimated accuracy of +/- 6 seconds.
 EJ0480
 EJ0480.The orthometric height was determined by differential leveling
 EJ0480.and adjusted by the National Geodetic Survey in June 1991..
 EJ0480.WARNING-Repeat measurements at this control monument indicate possible
 EJ0480.vertical movement.
 EJ0480
 EJ0480.The geoid height was determined by GEOID03.
 EJ0480
 EJ0480.The dynamic height is computed by dividing the NAVD 88
 EJ0480.geopotential number by the normal gravity value computed on the
 EJ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0480.degrees latitude (g = 980.6199 gals.).
 EJ0480
 EJ0480.The modeled gravity was interpolated from observed gravity values.
 EJ0480
 EJ0480;                    North         East    Units  Estimated Accuracy
 EJ0480;SPC AR S     -   572,960.      399,030.      MT  (+/- 180 meters Scaled)
 EJ0480
 EJ0480                          SUPERSEDED SURVEY CONTROL
 EJ0480
 EJ0480  NGVD 29 (??/??/92)   68.530  (m)          224.84   (f) ADJ UNCH    1 2
 EJ0480
 EJ0480.Superseded values are not recommended for survey control.
 EJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0480.See file dsdata.txt to determine how the superseded data were derived.
 EJ0480
 EJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT911876(NAD 83)
 EJ0480_MARKER: Z = SEE DESCRIPTION
 EJ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0480_MARK LOGO: CGS   
 EJ0480_PROJECTION: FLUSH
 EJ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0480+STABILITY: SURFACE MOTION
 EJ0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0480+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 EJ0480
 EJ0480  HISTORY     - Date     Condition        Report By
 EJ0480  HISTORY     - UNK      MONUMENTED       CGS
 EJ0480  HISTORY     - 1938     GOOD             NGS
 EJ0480  HISTORY     - 1984     GOOD             NGS
 EJ0480  HISTORY     - 1988     GOOD             USPSQD
 EJ0480  HISTORY     - 1989     GOOD             USPSQD
 EJ0480  HISTORY     - 1989     GOOD             USPSQD
 EJ0480  HISTORY     - 1990     GOOD             USPSQD
 EJ0480  HISTORY     - 20060717 GOOD             ARHD
 EJ0480
 EJ0480                          STATION DESCRIPTION
 EJ0480
 EJ0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 EJ0480'IN PINE BLUFF.
 EJ0480'AT PINE BLUFF, JEFFERSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD, AT
 EJ0480'THE INTERSECTION OF WEST FOURTH AND OAK STREETS, IN THE SOUTHEAST
 EJ0480'CORNER OF A VACANT LOT, 55 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 EJ0480'29 FEET WEST OF THE WEST CURB OF OAK STREET, AND 20 FEET NORTH OF THE
 EJ0480'NORTH CURB OF WEST FOURTH STREET.  THE BOTTOM OF A SQUARE HOLE,
 EJ0480'SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A GRANITE POST ABOUT
 EJ0480'FLUSH WITH THE GROUND.
 EJ0480
 EJ0480                          STATION RECOVERY (1984)
 EJ0480
 EJ0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0480'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PINE BLUFF,
 EJ0480'0.8 KM (0.5 MI) WEST OF THE OLD UNION STATION (NOW THE UNION STATION
 EJ0480'RESTAURANT), AT THE INTERSECTION OF WEST FOURTH STREET AND OAK STREET,
 EJ0480'ON THE PROPERTY OF MR. FAGEN SMITH, THE BOTTOM OF A SQUARE HOLE CUT IN
 EJ0480'THE TOP OF A GRANITE POST FLUSH WITH THE GROUND, 8.96 METERS (29.4 FT)
 EJ0480'WEST OF THE WEST CURB OF OAK STREET, 6.24 METERS (20.5 FT) NORTH OF
 EJ0480'THE NORTH CURB OF WEST FOURTH STREET, 5.66 METERS (18.6 FT)
 EJ0480'WEST-NORTHWEST OF A CHAIN LINK FENCE CORNER POST, 4.87 METERS
 EJ0480'(16.0 FT) WEST OF THE NORTH-SOUTH CHAIN LINK FENCE, 2.74 METERS
 EJ0480'(9.0 FT) NORTH OF THE EAST-WEST CHAIN LINK FENCE.
 EJ0480'THE MARK IS 0.15 M ABOVE WEST FOURTH STREET.
 EJ0480
 EJ0480                          STATION RECOVERY (1988)
 EJ0480
 EJ0480'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0480'RECOVERED IN GOOD CONDITION.
 EJ0480
 EJ0480                          STATION RECOVERY (1989)
 EJ0480
 EJ0480'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0480'RECOVERED IN GOOD CONDITION.
 EJ0480
 EJ0480                          STATION RECOVERY (1989)
 EJ0480
 EJ0480'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EJ0480'RECOVERED IN GOOD CONDITION.
 EJ0480
 EJ0480                          STATION RECOVERY (1990)
 EJ0480
 EJ0480'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0480'RECOVERED IN GOOD CONDITION.
 EJ0480
 EJ0480                          STATION RECOVERY (2006)
 EJ0480
 EJ0480'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (WDA)
 EJ0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0563 ***********************************************************************
 GE0563  DESIGNATION -  N 1
 GE0563  PID         -  GE0563
 GE0563  STATE/COUNTY-  AR/FULTON
 GE0563  USGS QUAD   -  STUART (1981)
 GE0563
 GE0563                         *CURRENT SURVEY CONTROL
 GE0563  ___________________________________________________________________
 GE0563* NAD 83(1986)-  36 20 11.     (N)    091 30 34.     (W)     SCALED    
 GE0563* NAVD 88     -       116.333  (meters)     381.67   (feet)  ADJUSTED  
 GE0563  ___________________________________________________________________
 GE0563  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GE0563  DYNAMIC HT  -         116.237 (meters)     381.35  (feet)  COMP
 GE0563  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GE0563
 GE0563  VERT ORDER  -  FIRST     CLASS II
 GE0563
 GE0563.The horizontal coordinates were scaled from a topographic map and have
 GE0563.an estimated accuracy of +/- 6 seconds.
 GE0563
 GE0563.The orthometric height was determined by differential leveling
 GE0563.and adjusted by the National Geodetic Survey in June 1991..
 GE0563
 GE0563.The geoid height was determined by GEOID03.
 GE0563
 GE0563.The dynamic height is computed by dividing the NAVD 88
 GE0563.geopotential number by the normal gravity value computed on the
 GE0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0563.degrees latitude (g = 980.6199 gals.).
 GE0563
 GE0563.The modeled gravity was interpolated from observed gravity values.
 GE0563
 GE0563;                    North         East    Units  Estimated Accuracy
 GE0563;SPC AR N     -   222,340.      444,040.      MT  (+/- 180 meters Scaled)
 GE0563
 GE0563                          SUPERSEDED SURVEY CONTROL
 GE0563
 GE0563  NGVD 29 (??/??/92)  116.223  (m)          381.31   (f) ADJ UNCH    1 2
 GE0563
 GE0563.Superseded values are not recommended for survey control.
 GE0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0563.See file dsdata.txt to determine how the superseded data were derived.
 GE0563
 GE0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA337222(NAD 83)
 GE0563_MARKER: DB = BENCH MARK DISK
 GE0563_SETTING: 66 = SET IN ROCK OUTCROP
 GE0563_SP_SET: ROCK LEDGE
 GE0563_STAMPING: N 1 1928
 GE0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0563+STABILITY: POSITION/ELEVATION WELL
 GE0563
 GE0563  HISTORY     - Date     Condition        Report By
 GE0563  HISTORY     - 1928     MONUMENTED       CGS
 GE0563  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0563
 GE0563                          STATION DESCRIPTION
 GE0563
 GE0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0563'20.5 MI NW FROM HARDY.
 GE0563'2-1/2 MILES NORTHWEST OF A ROAD CROSSING, BETWEEN POLES 355/27
 GE0563'AND 355/28, 24.  5 FEET SOUTHEAST OF SEMAPHORE 2557, 13.6 FEET
 GE0563'SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 7.2 FEET EAST OF
 GE0563'A SIGNAL BOX, IN THE FACE OF A ROCK LEDGE, AND ABOUT 3-1/2
 GE0563'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED N 1 1928 AND
 GE0563'SET VERTICALLY.
 GE0563
 GE0563                          STATION RECOVERY (1992)
 GE0563
 GE0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0563'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0262 ***********************************************************************
 EJ0262  DESIGNATION -  N 10
 EJ0262  PID         -  EJ0262
 EJ0262  STATE/COUNTY-  AR/PULASKI
 EJ0262  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0262
 EJ0262                         *CURRENT SURVEY CONTROL
 EJ0262  ___________________________________________________________________
 EJ0262* NAD 83(1986)-  34 44 57.     (N)    092 16 00.     (W)     SCALED    
 EJ0262* NAVD 88     -        82.687  (meters)     271.28   (feet)  ADJUSTED  
 EJ0262  ___________________________________________________________________
 EJ0262  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0262  DYNAMIC HT  -          82.610 (meters)     271.03  (feet)  COMP
 EJ0262  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 EJ0262
 EJ0262  VERT ORDER  -  FIRST     CLASS II
 EJ0262
 EJ0262.The horizontal coordinates were scaled from a topographic map and have
 EJ0262.an estimated accuracy of +/- 6 seconds.
 EJ0262
 EJ0262.The orthometric height was determined by differential leveling
 EJ0262.and adjusted by the National Geodetic Survey in June 1991..
 EJ0262
 EJ0262.The geoid height was determined by GEOID03.
 EJ0262
 EJ0262.The dynamic height is computed by dividing the NAVD 88
 EJ0262.geopotential number by the normal gravity value computed on the
 EJ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0262.degrees latitude (g = 980.6199 gals.).
 EJ0262
 EJ0262.The modeled gravity was interpolated from observed gravity values.
 EJ0262
 EJ0262;                    North         East    Units  Estimated Accuracy
 EJ0262;SPC AR S     -   631,010.      375,580.      MT  (+/- 180 meters Scaled)
 EJ0262
 EJ0262                          SUPERSEDED SURVEY CONTROL
 EJ0262
 EJ0262  NGVD 29 (??/??/92)   82.732  (m)          271.43   (f) ADJ UNCH    1 2
 EJ0262
 EJ0262.Superseded values are not recommended for survey control.
 EJ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0262.See file dsdata.txt to determine how the superseded data were derived.
 EJ0262
 EJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU671454(NAD 83)
 EJ0262_MARKER: DB = BENCH MARK DISK
 EJ0262_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0262_STAMPING: 271 430 N 10 1932
 EJ0262_MARK LOGO: CGS   
 EJ0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0262+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 EJ0262
 EJ0262  HISTORY     - Date     Condition        Report By
 EJ0262  HISTORY     - 1932     MONUMENTED       CGS
 EJ0262  HISTORY     - 1955     GOOD             NGS
 EJ0262  HISTORY     - 1984     GOOD             NGS
 EJ0262  HISTORY     - 1988     GOOD             USPSQD
 EJ0262  HISTORY     - 1989     GOOD             USPSQD
 EJ0262  HISTORY     - 1990     GOOD             USPSQD
 EJ0262  HISTORY     - 20010915 GOOD             USPSQD
 EJ0262  HISTORY     - 20060320 MARK NOT FOUND   ARHD
 EJ0262
 EJ0262                          STATION DESCRIPTION
 EJ0262
 EJ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0262'IN LITTLE ROCK.
 EJ0262'AT THE NORTH EDGE OF LITTLE ROCK, PULASKI COUNTY, AT THE FOOT OF ROCK
 EJ0262'STREET, AT THE MISSOURI PACIFIC RAILROAD SINGLE TRACK STEEL BRIDGE
 EJ0262'OVER THE ARKANSAS RIVER, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT,
 EJ0262'1.6 FEET SOUTH OF THE NORTH EDGE, AND 13 FEET EAST OF THE CENTERLINE
 EJ0262'OF THE TRACK.  A STANDARD DISK, STAMPED 271.430 N 10 1932.
 EJ0262
 EJ0262                          STATION RECOVERY (1984)
 EJ0262
 EJ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0262'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 13 FEET EAST OF THE CENTER
 EJ0262'LINE OF THE TRACK, ADD 3.2 METERS (10.5 FT) EAST OF THE EAST RAIL.
 EJ0262
 EJ0262                          STATION RECOVERY (1988)
 EJ0262
 EJ0262'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0262'RECOVERED IN GOOD CONDITION.
 EJ0262
 EJ0262                          STATION RECOVERY (1989)
 EJ0262
 EJ0262'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0262'RECOVERED IN GOOD CONDITION.
 EJ0262
 EJ0262                          STATION RECOVERY (1990)
 EJ0262
 EJ0262'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0262'RECOVERED IN GOOD CONDITION.
 EJ0262
 EJ0262                          STATION RECOVERY (2001)
 EJ0262
 EJ0262'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 EJ0262'RECOVERED IN GOOD CONDITION.
 EJ0262
 EJ0262                          STATION RECOVERY (2006)
 EJ0262
 EJ0262'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (TPS)
 EJ0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0432 ***********************************************************************
 FG0432  DESIGNATION -  N 100
 FG0432  PID         -  FG0432
 FG0432  STATE/COUNTY-  AR/CONWAY
 FG0432  USGS QUAD   -  MORRILTON WEST (1991)
 FG0432
 FG0432                         *CURRENT SURVEY CONTROL
 FG0432  ___________________________________________________________________
 FG0432* NAD 83(1986)-  35 07 41.     (N)    092 50 58.     (W)     SCALED    
 FG0432* NAVD 88     -       310.579  (meters)    1018.96   (feet)  ADJUSTED  
 FG0432  ___________________________________________________________________
 FG0432  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FG0432  DYNAMIC HT  -         310.284 (meters)    1017.99  (feet)  COMP
 FG0432  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FG0432
 FG0432  VERT ORDER  -  SECOND    CLASS 0
 FG0432
 FG0432.The horizontal coordinates were scaled from a topographic map and have
 FG0432.an estimated accuracy of +/- 6 seconds.
 FG0432
 FG0432.The orthometric height was determined by differential leveling
 FG0432.and adjusted by the National Geodetic Survey in June 1991..
 FG0432
 FG0432.The geoid height was determined by GEOID03.
 FG0432
 FG0432.The dynamic height is computed by dividing the NAVD 88
 FG0432.geopotential number by the normal gravity value computed on the
 FG0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0432.degrees latitude (g = 980.6199 gals.).
 FG0432
 FG0432.The modeled gravity was interpolated from observed gravity values.
 FG0432
 FG0432;                    North         East    Units  Estimated Accuracy
 FG0432;SPC AR N     -    88,500.      322,580.      MT  (+/- 180 meters Scaled)
 FG0432
 FG0432                          SUPERSEDED SURVEY CONTROL
 FG0432
 FG0432  NGVD 29 (??/??/92)  310.598  (m)         1019.02   (f) ADJ UNCH    2 0
 FG0432
 FG0432.Superseded values are not recommended for survey control.
 FG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0432.See file dsdata.txt to determine how the superseded data were derived.
 FG0432
 FG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU137872(NAD 83)
 FG0432_MARKER: DB = BENCH MARK DISK
 FG0432_SETTING: 66 = SET IN ROCK OUTCROP
 FG0432_SP_SET: SANDSTONE OUTCROP
 FG0432_STAMPING: N 100 1935
 FG0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0432+STABILITY: POSITION/ELEVATION WELL
 FG0432
 FG0432  HISTORY     - Date     Condition        Report By
 FG0432  HISTORY     - 1935     MONUMENTED       CGS
 FG0432  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG0432
 FG0432                          STATION DESCRIPTION
 FG0432
 FG0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0432'7.1 MI W FROM OPPELO.
 FG0432'7.1 MILES WEST ALONG STATE HIGHWAY 154 FROM OPPELO, IN NW 1/4 SECTION
 FG0432'31, T 6 N, R 17 W, 12 FEET SOUTHEAST ALONG THE HIGHWAY FROM JUNCTION
 FG0432'WITH ROAD TO PETIT JEAN GRADE, AND 90 FEET NORMAL TO END ON THE
 FG0432'SOUTHWEST SIDE OF THE HIGHWAY, AND SET IN THE HIGHEST POINT OF A
 FG0432'SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED N 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0426 ***********************************************************************
 FG0426  DESIGNATION -  N 101
 FG0426  PID         -  FG0426
 FG0426  STATE/COUNTY-  AR/POPE
 FG0426  USGS QUAD   -  ATKINS (1989)
 FG0426
 FG0426                         *CURRENT SURVEY CONTROL
 FG0426  ___________________________________________________________________
 FG0426* NAD 83(1986)-  35 12 38.     (N)    092 55 46.     (W)     SCALED    
 FG0426* NAVD 88     -        95.930  (meters)     314.73   (feet)  ADJUSTED  
 FG0426  ___________________________________________________________________
 FG0426  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FG0426  DYNAMIC HT  -          95.840 (meters)     314.44  (feet)  COMP
 FG0426  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 FG0426
 FG0426  VERT ORDER  -  SECOND    CLASS 0
 FG0426
 FG0426.The horizontal coordinates were scaled from a topographic map and have
 FG0426.an estimated accuracy of +/- 6 seconds.
 FG0426
 FG0426.The orthometric height was determined by differential leveling
 FG0426.and adjusted by the National Geodetic Survey in June 1991..
 FG0426
 FG0426.The geoid height was determined by GEOID03.
 FG0426
 FG0426.The dynamic height is computed by dividing the NAVD 88
 FG0426.geopotential number by the normal gravity value computed on the
 FG0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0426.degrees latitude (g = 980.6199 gals.).
 FG0426
 FG0426.The modeled gravity was interpolated from observed gravity values.
 FG0426
 FG0426;                    North         East    Units  Estimated Accuracy
 FG0426;SPC AR N     -    97,720.      315,380.      MT  (+/- 180 meters Scaled)
 FG0426
 FG0426                          SUPERSEDED SURVEY CONTROL
 FG0426
 FG0426  NGVD 29 (??/??/92)   95.946  (m)          314.78   (f) ADJ UNCH    2 0
 FG0426
 FG0426.Superseded values are not recommended for survey control.
 FG0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0426.See file dsdata.txt to determine how the superseded data were derived.
 FG0426
 FG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU064963(NAD 83)
 FG0426_MARKER: DB = BENCH MARK DISK
 FG0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0426_STAMPING: N 101 1935
 FG0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0426+STABILITY: SURFACE MOTION
 FG0426
 FG0426  HISTORY     - Date     Condition        Report By
 FG0426  HISTORY     - 1935     MONUMENTED       CGS
 FG0426  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0426  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0426
 FG0426                          STATION DESCRIPTION
 FG0426
 FG0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0426'2.3 MI S FROM ATKINS.
 FG0426'2.3 MILES SOUTH ALONG A COUNTY ROAD TO REID FERRY FROM THE MISSOURI
 FG0426'PACIFIC RAILROAD STATION AT ATKINS, POPE COUNTY, ON THE OUTSIDE OF A
 FG0426'CURVE, 225 FEET WEST OF AN ABANDONED STORE, 100 FEET SOUTH OF THE
 FG0426'SOUTHWEST CORNER OF THE MATTHEWS GIN SEED HOUSE, 32 FEET SOUTH OF THE
 FG0426'CENTERLINE OF AN EAST-AND-WEST COUNTY ROAD, AND 3 FEET EAST OF THE
 FG0426'NORTHWEST CORNER OF A BARNYARD FENCE.  A STANDARD DISK, STAMPED N 101
 FG0426'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0426
 FG0426                          STATION RECOVERY (1984)
 FG0426
 FG0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0426'NOT RECOVERED.  NOTE, PROBABLY CULTIVATED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0967 ***********************************************************************
 EJ0967  DESIGNATION -  N 102
 EJ0967  PID         -  EJ0967
 EJ0967  STATE/COUNTY-  AR/PERRY
 EJ0967  USGS QUAD   -  NIMROD SE (1968)
 EJ0967
 EJ0967                         *CURRENT SURVEY CONTROL
 EJ0967  ___________________________________________________________________
 EJ0967* NAD 83(1986)-  34 52 20.     (N)    093 06 38.     (W)     SCALED    
 EJ0967* NAVD 88     -       151.159  (meters)     495.93   (feet)  ADJUSTED  
 EJ0967  ___________________________________________________________________
 EJ0967  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EJ0967  DYNAMIC HT  -         151.009 (meters)     495.44  (feet)  COMP
 EJ0967  MODELED GRAV-     979,645.8   (mgal)                       NAVD 88
 EJ0967
 EJ0967  VERT ORDER  -  SECOND    CLASS 0
 EJ0967
 EJ0967.The horizontal coordinates were scaled from a topographic map and have
 EJ0967.an estimated accuracy of +/- 6 seconds.
 EJ0967
 EJ0967.The orthometric height was determined by differential leveling
 EJ0967.and adjusted by the National Geodetic Survey in June 1991..
 EJ0967
 EJ0967.The geoid height was determined by GEOID03.
 EJ0967
 EJ0967.The dynamic height is computed by dividing the NAVD 88
 EJ0967.geopotential number by the normal gravity value computed on the
 EJ0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0967.degrees latitude (g = 980.6199 gals.).
 EJ0967
 EJ0967.The modeled gravity was interpolated from observed gravity values.
 EJ0967
 EJ0967;                    North         East    Units  Estimated Accuracy
 EJ0967;SPC AR N     -    60,360.      298,460.      MT  (+/- 180 meters Scaled)
 EJ0967
 EJ0967                          SUPERSEDED SURVEY CONTROL
 EJ0967
 EJ0967  NGVD 29 (??/??/92)  151.134  (m)          495.85   (f) ADJ UNCH    2 0
 EJ0967
 EJ0967.Superseded values are not recommended for survey control.
 EJ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0967.See file dsdata.txt to determine how the superseded data were derived.
 EJ0967
 EJ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU898588(NAD 83)
 EJ0967_MARKER: DB = BENCH MARK DISK
 EJ0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0967_SP_SET: CURB
 EJ0967_STAMPING: N-102 1935
 EJ0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0967
 EJ0967  HISTORY     - Date     Condition        Report By
 EJ0967  HISTORY     - 1935     MONUMENTED       CGS
 EJ0967  HISTORY     - 1968     GOOD             USE
 EJ0967
 EJ0967                          STATION DESCRIPTION
 EJ0967
 EJ0967'DESCRIBED BY US ENGINEERS 1968
 EJ0967'IN HOLLIS.
 EJ0967'AT SOUTHEAST EDGE OF-- ALONG STATE
 EJ0967'HIGHWAY NO. 7, IN THE NORTHEAST QUARTER OF SECTION 34, TOWNSHIP 3
 EJ0967'NORTH, RANGE 20 WEST.  MARK IS LOCATED 775 FEET SOUTH OF THE POST
 EJ0967'OFFICE AND GENERAL STORE AT HOLLIS, ARKANSAS ON A STEEL BRIDGE
 EJ0967'CROSSING THE SOUTH FORK OF FOURCHE LA FAVE RIVER, 4.7 FEET SOUTH OF
 EJ0967'THE NORTH END OF THE CONCRETE BRIDGE APPROACH ON STATE HIGHWAY NO. 7,
 EJ0967'20.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE
 EJ0967'CURBING OF THE APPROACH.  A USC AND GS STANDARD DISK STAMPED N-102
 EJ0967'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1098 ***********************************************************************
 EJ1098  DESIGNATION -  N 103
 EJ1098  PID         -  EJ1098
 EJ1098  STATE/COUNTY-  AR/GARLAND
 EJ1098  USGS QUAD   -  JESSIEVILLE (1976)
 EJ1098
 EJ1098                         *CURRENT SURVEY CONTROL
 EJ1098  ___________________________________________________________________
 EJ1098* NAD 83(1986)-  34 39 12.     (N)    093 03 47.     (W)     SCALED    
 EJ1098* NAVD 88     -       270.183  (meters)     886.43   (feet)  ADJUSTED  
 EJ1098  ___________________________________________________________________
 EJ1098  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EJ1098  DYNAMIC HT  -         269.918 (meters)     885.56  (feet)  COMP
 EJ1098  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 EJ1098
 EJ1098  VERT ORDER  -  SECOND    CLASS 0
 EJ1098
 EJ1098.The horizontal coordinates were scaled from a topographic map and have
 EJ1098.an estimated accuracy of +/- 6 seconds.
 EJ1098
 EJ1098.The orthometric height was determined by differential leveling
 EJ1098.and adjusted by the National Geodetic Survey in June 1991..
 EJ1098
 EJ1098.The geoid height was determined by GEOID03.
 EJ1098
 EJ1098.The dynamic height is computed by dividing the NAVD 88
 EJ1098.geopotential number by the normal gravity value computed on the
 EJ1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1098.degrees latitude (g = 980.6199 gals.).
 EJ1098
 EJ1098.The modeled gravity was interpolated from observed gravity values.
 EJ1098
 EJ1098;                    North         East    Units  Estimated Accuracy
 EJ1098;SPC AR S     -   620,860.      302,550.      MT  (+/- 180 meters Scaled)
 EJ1098
 EJ1098                          SUPERSEDED SURVEY CONTROL
 EJ1098
 EJ1098  NGVD 29 (??/??/92)  270.173  (m)          886.39   (f) ADJ UNCH    2 0
 EJ1098
 EJ1098.Superseded values are not recommended for survey control.
 EJ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1098.See file dsdata.txt to determine how the superseded data were derived.
 EJ1098
 EJ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU942346(NAD 83)
 EJ1098_MARKER: DB = BENCH MARK DISK
 EJ1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1098_STAMPING: N 103 1935
 EJ1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1098+STABILITY: SURFACE MOTION
 EJ1098
 EJ1098  HISTORY     - Date     Condition        Report By
 EJ1098  HISTORY     - 1935     MONUMENTED       CGS
 EJ1098  HISTORY     - 1944     GOOD             NGS
 EJ1098  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1098
 EJ1098                          STATION DESCRIPTION
 EJ1098
 EJ1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EJ1098'1.6 MI S FROM BLUE SPRINGS.
 EJ1098'1.6 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE ABANDONED SCHOOL AT
 EJ1098'BLUE SPRINGS, GARLAND COUNTY, 2.1 MILES NORTHWEST OF A STANDARD
 EJ1098'SERVICE STATION, 0.4 MILE SOUTHWEST OF THE SUMMIT OF THE ROAD OVER A
 EJ1098'MOUNTAIN, 0.25 MILE SOUTHEAST OF A RAILROAD CROSSING, 31.3 FEET
 EJ1098'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.8 FEET NORTHEAST OF THE
 EJ1098'SOUTH CORNER OF A FENCE, AND 5.8 FEET NORTHEAST OF A 24-INCH PINE TREE
 EJ1098'AT A FENCE CORNER.  A STANDARD DISK, STAMPED N 103 1935 AND SET IN THE
 EJ1098'TOP OF A CONCRETE POST.
 EJ1098
 EJ1098                          STATION RECOVERY (1998)
 EJ1098
 EJ1098'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0982 ***********************************************************************
 EJ0982  DESIGNATION -  N 104
 EJ0982  PID         -  EJ0982
 EJ0982  STATE/COUNTY-  AR/SALINE
 EJ0982  USGS QUAD   -  PARON SW (1984)
 EJ0982
 EJ0982                         *CURRENT SURVEY CONTROL
 EJ0982  ___________________________________________________________________
 EJ0982* NAD 83(1986)-  34 49 22.     (N)    092 57 32.     (W)     SCALED    
 EJ0982* NAVD 88     -       291.207  (meters)     955.40   (feet)  ADJUSTED  
 EJ0982  ___________________________________________________________________
 EJ0982  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EJ0982  DYNAMIC HT  -         290.915 (meters)     954.44  (feet)  COMP
 EJ0982  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 EJ0982
 EJ0982  VERT ORDER  -  SECOND    CLASS 0
 EJ0982
 EJ0982.The horizontal coordinates were scaled from a topographic map and have
 EJ0982.an estimated accuracy of +/- 6 seconds.
 EJ0982
 EJ0982.The orthometric height was determined by differential leveling
 EJ0982.and adjusted by the National Geodetic Survey in June 1991..
 EJ0982
 EJ0982.The geoid height was determined by GEOID03.
 EJ0982
 EJ0982.The dynamic height is computed by dividing the NAVD 88
 EJ0982.geopotential number by the normal gravity value computed on the
 EJ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0982.degrees latitude (g = 980.6199 gals.).
 EJ0982
 EJ0982.The modeled gravity was interpolated from observed gravity values.
 EJ0982
 EJ0982;                    North         East    Units  Estimated Accuracy
 EJ0982;SPC AR S     -   639,560.      312,280.      MT  (+/- 180 meters Scaled)
 EJ0982
 EJ0982                          SUPERSEDED SURVEY CONTROL
 EJ0982
 EJ0982  NGVD 29 (??/??/92)  291.195  (m)          955.36   (f) ADJ UNCH    2 0
 EJ0982
 EJ0982.Superseded values are not recommended for survey control.
 EJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0982.See file dsdata.txt to determine how the superseded data were derived.
 EJ0982
 EJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU037533(NAD 83)
 EJ0982_MARKER: DB = BENCH MARK DISK
 EJ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0982_STAMPING: N 104 1935
 EJ0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0982+STABILITY: SURFACE MOTION
 EJ0982
 EJ0982  HISTORY     - Date     Condition        Report By
 EJ0982  HISTORY     - 1935     MONUMENTED       CGS
 EJ0982
 EJ0982                          STATION DESCRIPTION
 EJ0982
 EJ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0982'9.2 MI NW FROM REFORM.
 EJ0982'9.2 MILES NORTHWEST ALONG THE ALUM FORK ROAD FROM THE POST OFFICE AT
 EJ0982'REFORM, SALINE COUNTY, 1 MILE EAST OF A CONCRETE BRIDGE, 0.7 MILE WEST
 EJ0982'OF THE JUNCTION OF A TRAIL LEADING NORTH TO CRYSTAL MOUNTAIN, AT THE
 EJ0982'CENTER OF SECTION 18, T. 7 N., R. 18 W., 425 FEET NORTHEAST OF A STONE
 EJ0982'BOX CULVERT, 115 FEET NORTHEAST OF A METAL-PIPE CULVERT, AND 24.3 FEET
 EJ0982'NORTHWEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED N
 EJ0982'104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0996 ***********************************************************************
 EJ0996  DESIGNATION -  N 105
 EJ0996  PID         -  EJ0996
 EJ0996  STATE/COUNTY-  AR/GARLAND
 EJ0996  USGS QUAD   -  AVANT (1975)
 EJ0996
 EJ0996                         *CURRENT SURVEY CONTROL
 EJ0996  ___________________________________________________________________
 EJ0996* NAD 83(1986)-  34 44 04.     (N)    093 18 41.     (W)     SCALED    
 EJ0996* NAVD 88     -       220.671  (meters)     723.98   (feet)  ADJUSTED  
 EJ0996  ___________________________________________________________________
 EJ0996  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EJ0996  DYNAMIC HT  -         220.449 (meters)     723.26  (feet)  COMP
 EJ0996  MODELED GRAV-     979,623.2   (mgal)                       NAVD 88
 EJ0996
 EJ0996  VERT ORDER  -  SECOND    CLASS 0
 EJ0996
 EJ0996.The horizontal coordinates were scaled from a topographic map and have
 EJ0996.an estimated accuracy of +/- 6 seconds.
 EJ0996
 EJ0996.The orthometric height was determined by differential leveling
 EJ0996.and adjusted by the National Geodetic Survey in June 1991..
 EJ0996
 EJ0996.The geoid height was determined by GEOID03.
 EJ0996
 EJ0996.The dynamic height is computed by dividing the NAVD 88
 EJ0996.geopotential number by the normal gravity value computed on the
 EJ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0996.degrees latitude (g = 980.6199 gals.).
 EJ0996
 EJ0996.The modeled gravity was interpolated from observed gravity values.
 EJ0996
 EJ0996;                    North         East    Units  Estimated Accuracy
 EJ0996;SPC AR S     -   630,120.      279,900.      MT  (+/- 180 meters Scaled)
 EJ0996
 EJ0996                          SUPERSEDED SURVEY CONTROL
 EJ0996
 EJ0996  NGVD 29 (??/??/92)  220.630  (m)          723.85   (f) ADJ UNCH    2 0
 EJ0996
 EJ0996.Superseded values are not recommended for survey control.
 EJ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0996.See file dsdata.txt to determine how the superseded data were derived.
 EJ0996
 EJ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU714436(NAD 83)
 EJ0996_MARKER: DB = BENCH MARK DISK
 EJ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0996_STAMPING: N 105 1935
 EJ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0996+STABILITY: SURFACE MOTION
 EJ0996
 EJ0996  HISTORY     - Date     Condition        Report By
 EJ0996  HISTORY     - 1935     MONUMENTED       CGS
 EJ0996  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0996
 EJ0996                          STATION DESCRIPTION
 EJ0996
 EJ0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0996'2. MI SW FROM GLADSTONE.
 EJ0996'2.1 MILES SOUTHWEST ALONG THE MOUNT TABOR ROAD FROM THE JOE TERRY LOG
 EJ0996'HOUSE AT GLADSTONE, GARLAND COUNTY, 1.5 MILES SOUTHWEST OF A
 EJ0996'CROSSROADS, 0.7 MILE SOUTHWEST OF A FARMHOUSE, 0.6 MILE NORTHEAST OF
 EJ0996'THE LEE NOLE TENANT HOUSE, 200 FEET SOUTHWEST OF A FORD, 22.3 FEET
 EJ0996'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 11.5 FEET NORTHEAST OF
 EJ0996'AN 18-INCH BLAZED HICKORY TREE.  A STANDARD DISK, STAMPED N 105 1935
 EJ0996'AND SET IN THE TOP OF A CONCRETE POST.
 EJ0996
 EJ0996                          STATION RECOVERY (1998)
 EJ0996
 EJ0996'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0630 ***********************************************************************
 FG0630  DESIGNATION -  N 106
 FG0630  PID         -  FG0630
 FG0630  STATE/COUNTY-  AR/SEARCY
 FG0630  USGS QUAD   -  CANAAN (1980)
 FG0630
 FG0630                         *CURRENT SURVEY CONTROL
 FG0630  ___________________________________________________________________
 FG0630* NAD 83(1986)-  35 48 22.     (N)    092 38 34.     (W)     SCALED    
 FG0630* NAVD 88     -       361.022  (meters)    1184.45   (feet)  ADJUSTED  
 FG0630  ___________________________________________________________________
 FG0630  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FG0630  DYNAMIC HT  -         360.687 (meters)    1183.35  (feet)  COMP
 FG0630  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FG0630
 FG0630  VERT ORDER  -  SECOND    CLASS 0
 FG0630
 FG0630.The horizontal coordinates were scaled from a topographic map and have
 FG0630.an estimated accuracy of +/- 6 seconds.
 FG0630
 FG0630.The orthometric height was determined by differential leveling
 FG0630.and adjusted by the National Geodetic Survey in June 1991..
 FG0630
 FG0630.The geoid height was determined by GEOID03.
 FG0630
 FG0630.The dynamic height is computed by dividing the NAVD 88
 FG0630.geopotential number by the normal gravity value computed on the
 FG0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0630.degrees latitude (g = 980.6199 gals.).
 FG0630
 FG0630.The modeled gravity was interpolated from observed gravity values.
 FG0630
 FG0630;                    North         East    Units  Estimated Accuracy
 FG0630;SPC AR N     -   163,580.      341,910.      MT  (+/- 180 meters Scaled)
 FG0630
 FG0630                          SUPERSEDED SURVEY CONTROL
 FG0630
 FG0630  NGVD 29 (??/??/92)  360.914  (m)         1184.10   (f) ADJ UNCH    2 0
 FG0630
 FG0630.Superseded values are not recommended for survey control.
 FG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0630.See file dsdata.txt to determine how the superseded data were derived.
 FG0630
 FG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV322625(NAD 83)
 FG0630_MARKER: DB = BENCH MARK DISK
 FG0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0630_STAMPING: N 106 1935
 FG0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0630+STABILITY: SURFACE MOTION
 FG0630
 FG0630  HISTORY     - Date     Condition        Report By
 FG0630  HISTORY     - 1935     MONUMENTED       CGS
 FG0630
 FG0630                          STATION DESCRIPTION
 FG0630
 FG0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0630'1.5 MI S FROM WATTS.
 FG0630'1.5 MILES SOUTH ALONG THE SHADY GROVE ROAD FROM THE JUNCTION OF THE
 FG0630'RED RIVER ROAD AT WATTS, SEARCY COUNTY, 16 FEET SOUTHEAST OF THE
 FG0630'SOUTHEAST CORNER OF THE MCKINLEY GRIFFIN FARMHOUSE, 51 FEET WEST OF
 FG0630'THE CENTERLINE OF THE ROAD, 60 FEET NORTH OF A SOUTHEAST FENCE CORNER,
 FG0630'18 FEET SOUTH OF A 24-INCH WALNUT TREE, AND 1 1/2 FEET WEST OF A
 FG0630'FENCE.  A STANDARD DISK, STAMPED N 106 1935 AND SET IN THE TOP OF A
 FG0630'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1090 ***********************************************************************
 EH1090  DESIGNATION -  N 109
 EH1090  PID         -  EH1090
 EH1090  STATE/COUNTY-  AR/PRAIRIE
 EH1090  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1090
 EH1090                         *CURRENT SURVEY CONTROL
 EH1090  ___________________________________________________________________
 EH1090* NAD 83(1986)-  34 46 18.     (N)    091 29 49.     (W)     SCALED    
 EH1090* NAVD 88     -        69.255  (meters)     227.21   (feet)  ADJUSTED  
 EH1090  ___________________________________________________________________
 EH1090  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH1090  DYNAMIC HT  -          69.189 (meters)     227.00  (feet)  COMP
 EH1090  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 EH1090
 EH1090  VERT ORDER  -  FIRST     CLASS II
 EH1090
 EH1090.The horizontal coordinates were scaled from a topographic map and have
 EH1090.an estimated accuracy of +/- 6 seconds.
 EH1090
 EH1090.The orthometric height was determined by differential leveling
 EH1090.and adjusted by the National Geodetic Survey in June 1991..
 EH1090
 EH1090.The geoid height was determined by GEOID03.
 EH1090
 EH1090.The dynamic height is computed by dividing the NAVD 88
 EH1090.geopotential number by the normal gravity value computed on the
 EH1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1090.degrees latitude (g = 980.6199 gals.).
 EH1090
 EH1090.The modeled gravity was interpolated from observed gravity values.
 EH1090
 EH1090;                    North         East    Units  Estimated Accuracy
 EH1090;SPC AR S     -   633,590.      446,050.      MT  (+/- 180 meters Scaled)
 EH1090
 EH1090                          SUPERSEDED SURVEY CONTROL
 EH1090
 EH1090  NGVD 29 (??/??/??)   69.259  (m)          227.23   (f) ADJUSTED    1 2
 EH1090
 EH1090.Superseded values are not recommended for survey control.
 EH1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1090.See file dsdata.txt to determine how the superseded data were derived.
 EH1090
 EH1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU375487(NAD 83)
 EH1090_MARKER: DB = BENCH MARK DISK
 EH1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1090_SP_SET: FOUNDATION
 EH1090_STAMPING: N 109  1954
 EH1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1090
 EH1090  HISTORY     - Date     Condition        Report By
 EH1090  HISTORY     - 1954     MONUMENTED       CGS
 EH1090  HISTORY     - 20030428 MARK NOT FOUND   USACE
 EH1090
 EH1090                          STATION DESCRIPTION
 EH1090
 EH1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1090'5.65 MI E FROM HAZEN.
 EH1090'4.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1090'FROM THE STATION AT HAZEN, THENCE 0.75 MILE SOUTH ALONG A CRUSHED ROCK
 EH1090'ROAD, 140 YARDS SOUTH OF A ROAD INTERSECTION, 55 FEET WEST OF THE
 EH1090'CENTER LINE OF A ROAD, 1 FOOT WEST OF THE NORTHEAST CORNER OF A WHITE
 EH1090'CONCRETE BLOCK HOUSE, 0.6 FOOT ABOVE THE GROUND, SET VERTICALLY IN THE
 EH1090'NORTH SIDE OF THE CONCRETE FOUNDATION OF THE HOUSE.
 EH1090
 EH1090                          STATION RECOVERY (2003)
 EH1090
 EH1090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0011 ***********************************************************************
 DL0011  DESIGNATION -  N 11
 DL0011  PID         -  DL0011
 DL0011  STATE/COUNTY-  AR/CLEVELAND
 DL0011  USGS QUAD   -  FORDYCE NE (1985)
 DL0011
 DL0011                         *CURRENT SURVEY CONTROL
 DL0011  ___________________________________________________________________
 DL0011* NAD 83(1986)-  33 52 53.     (N)    092 15 07.     (W)     SCALED    
 DL0011* NAVD 88     -        48.591  (meters)     159.42   (feet)  ADJUSTED  
 DL0011  ___________________________________________________________________
 DL0011  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DL0011  DYNAMIC HT  -          48.542 (meters)     159.26  (feet)  COMP
 DL0011  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 DL0011
 DL0011  VERT ORDER  -  SECOND    CLASS 0
 DL0011
 DL0011.The horizontal coordinates were scaled from a topographic map and have
 DL0011.an estimated accuracy of +/- 6 seconds.
 DL0011
 DL0011.The orthometric height was determined by differential leveling
 DL0011.and adjusted by the National Geodetic Survey in June 1991..
 DL0011
 DL0011.The geoid height was determined by GEOID03.
 DL0011
 DL0011.The dynamic height is computed by dividing the NAVD 88
 DL0011.geopotential number by the normal gravity value computed on the
 DL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0011.degrees latitude (g = 980.6199 gals.).
 DL0011
 DL0011.The modeled gravity was interpolated from observed gravity values.
 DL0011
 DL0011;                    North         East    Units  Estimated Accuracy
 DL0011;SPC AR S     -   534,760.      376,690.      MT  (+/- 180 meters Scaled)
 DL0011
 DL0011                          SUPERSEDED SURVEY CONTROL
 DL0011
 DL0011  NGVD 29 (??/??/92)   48.655  (m)          159.63   (f) ADJ UNCH    2 0
 DL0011
 DL0011.Superseded values are not recommended for survey control.
 DL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0011.See file dsdata.txt to determine how the superseded data were derived.
 DL0011
 DL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT691492(NAD 83)
 DL0011_MARKER: DB = BENCH MARK DISK
 DL0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0011_STAMPING: 159.704 N 11 1932
 DL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0011+STABILITY: SURFACE MOTION
 DL0011
 DL0011  HISTORY     - Date     Condition        Report By
 DL0011  HISTORY     - 1932     MONUMENTED       CGS
 DL0011
 DL0011                          STATION DESCRIPTION
 DL0011
 DL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0011'3.2 MI NE FROM KINGSLAND.
 DL0011'ABOUT 3.2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0011'FROM THE STATION AT KINGSLAND, CLEVELAND COUNTY, ABOUT 19 POLES
 DL0011'SOUTHWEST OF MILEPOST 296, 29 FEET NORTHEAST OF THE THIRD POLE
 DL0011'SOUTHWEST OF THE NORTHEAST END OF THE SIDING, 46 FEET NORTHWEST OF THE
 DL0011'CENTER LINE OF THE MAIN TRACK, AND 2 FEET SOUTHEAST OF A FENCE LINE. A
 DL0011'STANDARD DISK, STAMPED 159.704 N 11 1932 AND SET IN THE TOP OF A
 DL0011'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1910 ***********************************************************************
 EH1910  DESIGNATION -  N 110
 EH1910  PID         -  EH1910
 EH1910  STATE/COUNTY-  AR/PRAIRIE
 EH1910  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1910
 EH1910                         *CURRENT SURVEY CONTROL
 EH1910  ___________________________________________________________________
 EH1910* NAD 83(1986)-  34 59 34.     (N)    091 43 07.     (W)     SCALED    
 EH1910* NAVD 88     -        68.063  (meters)     223.30   (feet)  ADJUSTED  
 EH1910  ___________________________________________________________________
 EH1910  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1910  DYNAMIC HT  -          68.000 (meters)     223.10  (feet)  COMP
 EH1910  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 EH1910
 EH1910  VERT ORDER  -  FIRST     CLASS II
 EH1910
 EH1910.The horizontal coordinates were scaled from a topographic map and have
 EH1910.an estimated accuracy of +/- 6 seconds.
 EH1910
 EH1910.The orthometric height was determined by differential leveling
 EH1910.and adjusted by the National Geodetic Survey in June 1991..
 EH1910
 EH1910.The geoid height was determined by GEOID03.
 EH1910
 EH1910.The dynamic height is computed by dividing the NAVD 88
 EH1910.geopotential number by the normal gravity value computed on the
 EH1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1910.degrees latitude (g = 980.6199 gals.).
 EH1910
 EH1910.The modeled gravity was interpolated from observed gravity values.
 EH1910
 EH1910;                    North         East    Units  Estimated Accuracy
 EH1910;SPC AR S     -   658,040.      425,690.      MT  (+/- 180 meters Scaled)
 EH1910
 EH1910                          SUPERSEDED SURVEY CONTROL
 EH1910
 EH1910  NGVD 29 (??/??/??)   68.065  (m)          223.31   (f) ADJUSTED    1 2
 EH1910
 EH1910.Superseded values are not recommended for survey control.
 EH1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1910.See file dsdata.txt to determine how the superseded data were derived.
 EH1910
 EH1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU169729(NAD 83)
 EH1910_MARKER: DB = BENCH MARK DISK
 EH1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1910_STAMPING: N 110 1954
 EH1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1910+STABILITY: SURFACE MOTION
 EH1910
 EH1910  HISTORY     - Date     Condition        Report By
 EH1910  HISTORY     - 1954     MONUMENTED       CGS
 EH1910  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1910
 EH1910                          STATION DESCRIPTION
 EH1910
 EH1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1910'1.0 MI E FROM HICKORY PLAINS.
 EH1910'1.0 MILE EAST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH STATE
 EH1910'HIGHWAY 13 AT HICKORY PLAINS 55 FEET NORTH OF THE CENTER LINE OF THE
 EH1910'HIGHWAY, 55 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH,
 EH1910'33 FEET WEST OF A 16 INCH GUM TREE, 3 FEET SOUTH OF A FENCE, 3 FEET
 EH1910'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1910'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH1910
 EH1910                          STATION RECOVERY (2003)
 EH1910
 EH1910'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1858 ***********************************************************************
 EH1858  DESIGNATION -  N 111
 EH1858  PID         -  EH1858
 EH1858  STATE/COUNTY-  AR/LONOKE
 EH1858  USGS QUAD   -  WATTENSAW (1982)
 EH1858
 EH1858                         *CURRENT SURVEY CONTROL
 EH1858  ___________________________________________________________________
 EH1858* NAD 83(1986)-  34 53 38.     (N)    091 52 30.     (W)     SCALED    
 EH1858* NAVD 88     -        76.327  (meters)     250.42   (feet)  ADJUSTED  
 EH1858  ___________________________________________________________________
 EH1858  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH1858  DYNAMIC HT  -          76.256 (meters)     250.18  (feet)  COMP
 EH1858  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 EH1858
 EH1858  VERT ORDER  -  FIRST     CLASS II
 EH1858
 EH1858.The horizontal coordinates were scaled from a topographic map and have
 EH1858.an estimated accuracy of +/- 6 seconds.
 EH1858
 EH1858.The orthometric height was determined by differential leveling
 EH1858.and adjusted by the National Geodetic Survey in June 1991..
 EH1858
 EH1858.The geoid height was determined by GEOID03.
 EH1858
 EH1858.The dynamic height is computed by dividing the NAVD 88
 EH1858.geopotential number by the normal gravity value computed on the
 EH1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1858.degrees latitude (g = 980.6199 gals.).
 EH1858
 EH1858.The modeled gravity was interpolated from observed gravity values.
 EH1858
 EH1858;                    North         East    Units  Estimated Accuracy
 EH1858;SPC AR S     -   647,050.      411,430.      MT  (+/- 180 meters Scaled)
 EH1858
 EH1858                          SUPERSEDED SURVEY CONTROL
 EH1858
 EH1858  NGVD 29 (??/??/??)   76.335  (m)          250.44   (f) ADJUSTED    1 2
 EH1858
 EH1858.Superseded values are not recommended for survey control.
 EH1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1858.See file dsdata.txt to determine how the superseded data were derived.
 EH1858
 EH1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU027618(NAD 83)
 EH1858_MARKER: DB = BENCH MARK DISK
 EH1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1858_STAMPING: N 111 1955
 EH1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1858+STABILITY: SURFACE MOTION
 EH1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1858+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH1858
 EH1858  HISTORY     - Date     Condition        Report By
 EH1858  HISTORY     - 1955     MONUMENTED       CGS
 EH1858  HISTORY     - 1967     GOOD             CGS
 EH1858  HISTORY     - 1990     GOOD             USPSQD
 EH1858  HISTORY     - 20030610 GOOD             USACE
 EH1858
 EH1858                          STATION DESCRIPTION
 EH1858
 EH1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1858'8.2 MI N FROM LONOKE.
 EH1858'IT IS 8.2 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK
 EH1858'ISLAND AND PACIFIC RAILROAD STATION IN LONOKE, 42 FEET NORTH OF THE
 EH1858'NORTHEAST CORNER OF A CONCRETE BLOCK MILK BARN, 40 FEET WEST OF THE
 EH1858'CENTER OF THE HIGHWAY, 3 FEET EAST OF A FENCE, 1 FOOT SOUTH OF A METAL
 EH1858'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 EH1858'INCHES.
 EH1858
 EH1858                          STATION RECOVERY (1990)
 EH1858
 EH1858'RECOVERY NOTE BY US POWER SQUADRON 1990 (JC)
 EH1858'RECOVERED IN GOOD CONDITION.
 EH1858
 EH1858                          STATION RECOVERY (2003)
 EH1858
 EH1858'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1620 ***********************************************************************
 EH1620  DESIGNATION -  N 112
 EH1620  PID         -  EH1620
 EH1620  STATE/COUNTY-  AR/ARKANSAS
 EH1620  USGS QUAD   -  REYDELL (1975)
 EH1620
 EH1620                         *CURRENT SURVEY CONTROL
 EH1620  ___________________________________________________________________
 EH1620* NAD 83(1986)-  34 12 29.     (N)    091 31 35.     (W)     SCALED    
 EH1620* NAVD 88     -        53.521  (meters)     175.59   (feet)  ADJUSTED  
 EH1620  ___________________________________________________________________
 EH1620  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EH1620  DYNAMIC HT  -          53.469 (meters)     175.42  (feet)  COMP
 EH1620  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 EH1620
 EH1620  VERT ORDER  -  FIRST     CLASS II
 EH1620
 EH1620.The horizontal coordinates were scaled from a topographic map and have
 EH1620.an estimated accuracy of +/- 6 seconds.
 EH1620
 EH1620.The orthometric height was determined by differential leveling
 EH1620.and adjusted by the National Geodetic Survey in August 1993..
 EH1620
 EH1620.The geoid height was determined by GEOID03.
 EH1620
 EH1620.The dynamic height is computed by dividing the NAVD 88
 EH1620.geopotential number by the normal gravity value computed on the
 EH1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1620.degrees latitude (g = 980.6199 gals.).
 EH1620
 EH1620.The modeled gravity was interpolated from observed gravity values.
 EH1620
 EH1620;                    North         East    Units  Estimated Accuracy
 EH1620;SPC AR S     -   571,060.      443,640.      MT  (+/- 180 meters Scaled)
 EH1620
 EH1620                          SUPERSEDED SURVEY CONTROL
 EH1620
 EH1620  NAVD 88 (06/15/91)   53.566  (m)          175.74   (f) UNKNOWN     1 2
 EH1620  NGVD 29 (??/??/??)   53.599  (m)          175.85   (f) ADJUSTED    1 2
 EH1620
 EH1620.Superseded values are not recommended for survey control.
 EH1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1620.See file dsdata.txt to determine how the superseded data were derived.
 EH1620
 EH1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT357862(NAD 83)
 EH1620_MARKER: DB = BENCH MARK DISK
 EH1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1620_STAMPING: N 112 1954
 EH1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1620+STABILITY: SURFACE MOTION
 EH1620
 EH1620  HISTORY     - Date     Condition        Report By
 EH1620  HISTORY     - 1954     MONUMENTED       CGS
 EH1620  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1620
 EH1620                          STATION DESCRIPTION
 EH1620
 EH1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1620'1.3 MI S FROM BAYOU METO.
 EH1620'1.0 MILE SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BAYOU METO,
 EH1620'THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 11, 28 FEET EAST OF THE
 EH1620'SOUTHEAST CORNER OF A HOUSE, 53 FEET NORTHWEST OF THE CENTER LINE OF
 EH1620'THE HIGHWAY, AT A CURVE IN THE HIGHWAY, 2 FEET SOUTHWEST OF A WITNESS
 EH1620'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 EH1620'THE GROUND.
 EH1620
 EH1620                          STATION RECOVERY (2003)
 EH1620
 EH1620'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2341 ***********************************************************************
 EH2341  DESIGNATION -  N 113
 EH2341  PID         -  EH2341
 EH2341  STATE/COUNTY-  AR/ARKANSAS
 EH2341  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2341
 EH2341                         *CURRENT SURVEY CONTROL
 EH2341  ___________________________________________________________________
 EH2341* NAD 83(1986)-  34 31 23.     (N)    091 33 25.     (W)     SCALED    
 EH2341* NAVD 88     -        64.373  (meters)     211.20   (feet)  ADJUSTED  
 EH2341  ___________________________________________________________________
 EH2341  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH2341  DYNAMIC HT  -          64.312 (meters)     211.00  (feet)  COMP
 EH2341  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EH2341
 EH2341  VERT ORDER  -  FIRST     CLASS II
 EH2341
 EH2341.The horizontal coordinates were scaled from a topographic map and have
 EH2341.an estimated accuracy of +/- 6 seconds.
 EH2341
 EH2341.The orthometric height was determined by differential leveling
 EH2341.and adjusted by the National Geodetic Survey in June 1991..
 EH2341
 EH2341.The geoid height was determined by GEOID03.
 EH2341
 EH2341.The dynamic height is computed by dividing the NAVD 88
 EH2341.geopotential number by the normal gravity value computed on the
 EH2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2341.degrees latitude (g = 980.6199 gals.).
 EH2341
 EH2341.The modeled gravity was interpolated from observed gravity values.
 EH2341
 EH2341;                    North         East    Units  Estimated Accuracy
 EH2341;SPC AR S     -   605,990.      440,680.      MT  (+/- 180 meters Scaled)
 EH2341
 EH2341                          SUPERSEDED SURVEY CONTROL
 EH2341
 EH2341  NGVD 29 (??/??/??)   64.400  (m)          211.29   (f) ADJUSTED    1 2
 EH2341
 EH2341.Superseded values are not recommended for survey control.
 EH2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2341.See file dsdata.txt to determine how the superseded data were derived.
 EH2341
 EH2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324210(NAD 83)
 EH2341_MARKER: DB = BENCH MARK DISK
 EH2341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2341_SP_SET: CULVERT
 EH2341_STAMPING: N 113 1954
 EH2341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2341+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 EH2341
 EH2341  HISTORY     - Date     Condition        Report By
 EH2341  HISTORY     - 1954     MONUMENTED       CGS
 EH2341  HISTORY     - 20030612 GOOD             USACE
 EH2341
 EH2341                          STATION DESCRIPTION
 EH2341
 EH2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2341'1.8 MI N FROM STUTTGART.
 EH2341'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2341'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2341'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 1.0 MILE NORTH
 EH2341'ALONG STATE HIGHWAYS 11 AND 30, 32 FEET NORTH OF THE CENTER LINE OF AN
 EH2341'EAST AND WEST ROAD, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 EH2341'SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 EH2341'CULVERT.
 EH2341
 EH2341                          STATION RECOVERY (2003)
 EH2341
 EH2341'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1350 ***********************************************************************
 EH1350  DESIGNATION -  N 114
 EH1350  PID         -  EH1350
 EH1350  STATE/COUNTY-  AR/ARKANSAS
 EH1350  USGS QUAD   -  DE WITT (1968)
 EH1350
 EH1350                         *CURRENT SURVEY CONTROL
 EH1350  ___________________________________________________________________
 EH1350* NAD 83(1986)-  34 17 37.     (N)    091 21 16.     (W)     SCALED    
 EH1350* NAVD 88     -        58.145  (meters)     190.76   (feet)  ADJUSTED  
 EH1350  ___________________________________________________________________
 EH1350  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH1350  DYNAMIC HT  -          58.089 (meters)     190.58  (feet)  COMP
 EH1350  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 EH1350
 EH1350  VERT ORDER  -  FIRST     CLASS II
 EH1350
 EH1350.The horizontal coordinates were scaled from a topographic map and have
 EH1350.an estimated accuracy of +/- 6 seconds.
 EH1350
 EH1350.The orthometric height was determined by differential leveling
 EH1350.and adjusted by the National Geodetic Survey in August 1993..
 EH1350.WARNING-Repeat measurements at this control monument indicate possible
 EH1350.vertical movement.
 EH1350
 EH1350.The geoid height was determined by GEOID03.
 EH1350
 EH1350.The dynamic height is computed by dividing the NAVD 88
 EH1350.geopotential number by the normal gravity value computed on the
 EH1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1350.degrees latitude (g = 980.6199 gals.).
 EH1350
 EH1350.The modeled gravity was interpolated from observed gravity values.
 EH1350
 EH1350;                    North         East    Units  Estimated Accuracy
 EH1350;SPC AR S     -   580,640.      459,430.      MT  (+/- 180 meters Scaled)
 EH1350
 EH1350                          SUPERSEDED SURVEY CONTROL
 EH1350
 EH1350  NAVD 88 (06/15/91)   58.103  (m)          190.63   (f) UNKNOWN     1 2
 EH1350  NGVD 29 (??/??/??)   58.171  (m)          190.85   (f) ADJUSTED    1 2
 EH1350
 EH1350.Superseded values are not recommended for survey control.
 EH1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1350.See file dsdata.txt to determine how the superseded data were derived.
 EH1350
 EH1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT514959(NAD 83)
 EH1350_MARKER: DB = BENCH MARK DISK
 EH1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1350_STAMPING: N 114 1954
 EH1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1350+STABILITY: SURFACE MOTION
 EH1350
 EH1350  HISTORY     - Date     Condition        Report By
 EH1350  HISTORY     - 1954     MONUMENTED       CGS
 EH1350  HISTORY     - 1976     GOOD             NGS
 EH1350
 EH1350                          STATION DESCRIPTION
 EH1350
 EH1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1350'1.0 MI W FROM DEWITT.
 EH1350'1.0 MILE WEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1350'STATION AT DEWITT, 8 POLES WEST OF A ROAD CROSSING, 27 FEET SOUTH OF
 EH1350'THE SOUTH RAIL, 6 FEET WEST OF MILEPOST 255, 3 FEET EAST OF A WITNESS
 EH1350'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 EH1350'THE GROUND.
 EH1350
 EH1350                          STATION RECOVERY (1976)
 EH1350
 EH1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1392 ***********************************************************************
 EH1392  DESIGNATION -  N 115
 EH1392  PID         -  EH1392
 EH1392  STATE/COUNTY-  AR/ARKANSAS
 EH1392  USGS QUAD   -  DE WITT (1968)
 EH1392
 EH1392                         *CURRENT SURVEY CONTROL
 EH1392  ___________________________________________________________________
 EH1392* NAD 83(1986)-  34 22 15.     (N)    091 20 50.     (W)     SCALED    
 EH1392* NAVD 88     -        59.258  (meters)     194.42   (feet)  ADJUSTED  
 EH1392  ___________________________________________________________________
 EH1392  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH1392  DYNAMIC HT  -          59.201 (meters)     194.23  (feet)  COMP
 EH1392  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 EH1392
 EH1392  VERT ORDER  -  FIRST     CLASS II
 EH1392
 EH1392.The horizontal coordinates were scaled from a topographic map and have
 EH1392.an estimated accuracy of +/- 6 seconds.
 EH1392
 EH1392.The orthometric height was determined by differential leveling
 EH1392.and adjusted by the National Geodetic Survey in August 1993..
 EH1392
 EH1392.The geoid height was determined by GEOID03.
 EH1392
 EH1392.The dynamic height is computed by dividing the NAVD 88
 EH1392.geopotential number by the normal gravity value computed on the
 EH1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1392.degrees latitude (g = 980.6199 gals.).
 EH1392
 EH1392.The modeled gravity was interpolated from observed gravity values.
 EH1392
 EH1392;                    North         East    Units  Estimated Accuracy
 EH1392;SPC AR S     -   589,210.      460,040.      MT  (+/- 180 meters Scaled)
 EH1392
 EH1392                          SUPERSEDED SURVEY CONTROL
 EH1392
 EH1392  NAVD 88 (06/15/91)   59.323  (m)          194.63   (f) UNKNOWN     1 2
 EH1392  NGVD 29 (??/??/??)   59.330  (m)          194.65   (f) ADJUSTED    1 2
 EH1392
 EH1392.Superseded values are not recommended for survey control.
 EH1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1392.See file dsdata.txt to determine how the superseded data were derived.
 EH1392
 EH1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU519045(NAD 83)
 EH1392_MARKER: DB = BENCH MARK DISK
 EH1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1392_STAMPING: N 115 1954
 EH1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1392+STABILITY: SURFACE MOTION
 EH1392
 EH1392  HISTORY     - Date     Condition        Report By
 EH1392  HISTORY     - 1954     MONUMENTED       CGS
 EH1392  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1392
 EH1392                          STATION DESCRIPTION
 EH1392
 EH1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1392'5.6 MI N FROM DEWITT.
 EH1392'5.6 MILES NORTH ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT DEWITT,
 EH1392'33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 EH1392'CENTER LINE OF AN EAST AND WEST ROAD, 2 FEET NORTH OF A WITNESS POST,
 EH1392'MIDWAY BETWEEN 2 POWER POLES, 1.0 MILE SOUTH OF BENCH MARK 14 W
 EH1392'(U.S.G.S.), SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 EH1392'ABOVE THE GROUND.
 EH1392
 EH1392                          STATION RECOVERY (1976)
 EH1392
 EH1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1434 ***********************************************************************
 EH1434  DESIGNATION -  N 116
 EH1434  PID         -  EH1434
 EH1434  STATE/COUNTY-  AR/ARKANSAS
 EH1434  USGS QUAD   -  ALMYRA (1968)
 EH1434
 EH1434                         *CURRENT SURVEY CONTROL
 EH1434  ___________________________________________________________________
 EH1434* NAD 83(1986)-  34 28 39.     (N)    091 27 03.     (W)     SCALED    
 EH1434* NAVD 88     -        62.147  (meters)     203.89   (feet)  ADJUSTED  
 EH1434  ___________________________________________________________________
 EH1434  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH1434  DYNAMIC HT  -          62.088 (meters)     203.70  (feet)  COMP
 EH1434  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 EH1434
 EH1434  VERT ORDER  -  FIRST     CLASS II
 EH1434
 EH1434.The horizontal coordinates were scaled from a topographic map and have
 EH1434.an estimated accuracy of +/- 6 seconds.
 EH1434
 EH1434.The orthometric height was determined by differential leveling
 EH1434.and adjusted by the National Geodetic Survey in August 1993..
 EH1434
 EH1434.The geoid height was determined by GEOID03.
 EH1434
 EH1434.The dynamic height is computed by dividing the NAVD 88
 EH1434.geopotential number by the normal gravity value computed on the
 EH1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1434.degrees latitude (g = 980.6199 gals.).
 EH1434
 EH1434.The modeled gravity was interpolated from observed gravity values.
 EH1434
 EH1434;                    North         East    Units  Estimated Accuracy
 EH1434;SPC AR S     -   600,980.      450,450.      MT  (+/- 180 meters Scaled)
 EH1434
 EH1434                          SUPERSEDED SURVEY CONTROL
 EH1434
 EH1434  NAVD 88 (06/15/91)   62.191  (m)          204.04   (f) UNKNOWN     1 2
 EH1434  NGVD 29 (??/??/??)   62.195  (m)          204.05   (f) ADJUSTED    1 2
 EH1434
 EH1434.Superseded values are not recommended for survey control.
 EH1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1434.See file dsdata.txt to determine how the superseded data were derived.
 EH1434
 EH1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU422161(NAD 83)
 EH1434_MARKER: DB = BENCH MARK DISK
 EH1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1434_STAMPING: N 116 1955
 EH1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1434+STABILITY: SURFACE MOTION
 EH1434
 EH1434  HISTORY     - Date     Condition        Report By
 EH1434  HISTORY     - 1955     MONUMENTED       CGS
 EH1434  HISTORY     - 1965     MARK NOT FOUND   CGS
 EH1434
 EH1434                          STATION DESCRIPTION
 EH1434
 EH1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1434'6.2 MI E FROM STUTTGART.
 EH1434'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1434'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1434'HIGHWAYS 11 AND 30, THENCE 5.0 MILES EAST ALONG STATE HIGHWAY 30,
 EH1434'THENCE 0.1 MILE NORTH ALONG A DIRT ROAD, 32 FEET WEST OF THE CENTER
 EH1434'LINE OF A NORTH AND SOUTH ROAD, 6 FEET NORTH OF A WITNESS POST, SET IN
 EH1434'THE TOP OF A CONCRET POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1434
 EH1434                          STATION RECOVERY (1965)
 EH1434
 EH1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 EH1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0871 ***********************************************************************
 DK0871  DESIGNATION -  N 117
 DK0871  PID         -  DK0871
 DK0871  STATE/COUNTY-  AR/DESHA
 DK0871  USGS QUAD   -  DUMAS (1969)
 DK0871
 DK0871                         *CURRENT SURVEY CONTROL
 DK0871  ___________________________________________________________________
 DK0871* NAD 83(1986)-  33 52 57.     (N)    091 28 13.     (W)     SCALED    
 DK0871* NAVD 88     -        48.863  (meters)     160.31   (feet)  ADJUSTED  
 DK0871  ___________________________________________________________________
 DK0871  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK0871  DYNAMIC HT  -          48.814 (meters)     160.15  (feet)  COMP
 DK0871  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 DK0871
 DK0871  VERT ORDER  -  FIRST     CLASS II
 DK0871
 DK0871.The horizontal coordinates were scaled from a topographic map and have
 DK0871.an estimated accuracy of +/- 6 seconds.
 DK0871
 DK0871.The orthometric height was determined by differential leveling
 DK0871.and adjusted by the National Geodetic Survey in June 1991..
 DK0871
 DK0871.The geoid height was determined by GEOID03.
 DK0871
 DK0871.The dynamic height is computed by dividing the NAVD 88
 DK0871.geopotential number by the normal gravity value computed on the
 DK0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0871.degrees latitude (g = 980.6199 gals.).
 DK0871
 DK0871.The modeled gravity was interpolated from observed gravity values.
 DK0871
 DK0871;                    North         East    Units  Estimated Accuracy
 DK0871;SPC AR S     -   534,980.      449,000.      MT  (+/- 180 meters Scaled)
 DK0871
 DK0871                          SUPERSEDED SURVEY CONTROL
 DK0871
 DK0871  NGVD 29 (??/??/??)   48.996  (m)          160.75   (f) ADJUSTED    1 2
 DK0871
 DK0871.Superseded values are not recommended for survey control.
 DK0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0871.See file dsdata.txt to determine how the superseded data were derived.
 DK0871
 DK0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT414501(NAD 83)
 DK0871_MARKER: DB = BENCH MARK DISK
 DK0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0871_STAMPING: N 117 1955
 DK0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0871+STABILITY: SURFACE MOTION
 DK0871
 DK0871  HISTORY     - Date     Condition        Report By
 DK0871  HISTORY     - 1955     MONUMENTED       CGS
 DK0871  HISTORY     - 1976     GOOD             NGS
 DK0871  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK0871
 DK0871                          STATION DESCRIPTION
 DK0871
 DK0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0871'1.0 MI E FROM DUMAS.
 DK0871'1.0 MILE EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT DUMAS,
 DK0871'108 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE HOUSE, 59 FEET
 DK0871'NORTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTER
 DK0871'LINE OF A PRIVATE DRIVEWAY, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 DK0871'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 DK0871'FOOT ABOVE THE GROUND.
 DK0871
 DK0871                          STATION RECOVERY (1976)
 DK0871
 DK0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0871'RECOVERED IN GOOD CONDITION.
 DK0871
 DK0871                          STATION RECOVERY (1984)
 DK0871
 DK0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0871'NOT RECOVERED THIS DATE.  NOTE, AREA DESCRIBED IS NOW AN IMPLEMENT
 DK0871'PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0074 ***********************************************************************
 EJ0074  DESIGNATION -  N 118
 EJ0074  PID         -  EJ0074
 EJ0074  STATE/COUNTY-  AR/PULASKI
 EJ0074  USGS QUAD   -  MC ALMONT (1986)
 EJ0074
 EJ0074                         *CURRENT SURVEY CONTROL
 EJ0074  ___________________________________________________________________
 EJ0074* NAD 83(1986)-  34 46 06.     (N)    092 11 57.     (W)     SCALED    
 EJ0074* NAVD 88     -        79.890  (meters)     262.11   (feet)  ADJUSTED  
 EJ0074  ___________________________________________________________________
 EJ0074  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EJ0074  DYNAMIC HT  -          79.816 (meters)     261.86  (feet)  COMP
 EJ0074  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 EJ0074
 EJ0074  VERT ORDER  -  FIRST     CLASS II
 EJ0074
 EJ0074.The horizontal coordinates were scaled from a topographic map and have
 EJ0074.an estimated accuracy of +/- 6 seconds.
 EJ0074
 EJ0074.The orthometric height was determined by differential leveling
 EJ0074.and adjusted by the National Geodetic Survey in June 1991..
 EJ0074
 EJ0074.The geoid height was determined by GEOID03.
 EJ0074
 EJ0074.The dynamic height is computed by dividing the NAVD 88
 EJ0074.geopotential number by the normal gravity value computed on the
 EJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0074.degrees latitude (g = 980.6199 gals.).
 EJ0074
 EJ0074.The modeled gravity was interpolated from observed gravity values.
 EJ0074
 EJ0074;                    North         East    Units  Estimated Accuracy
 EJ0074;SPC AR S     -   633,130.      381,770.      MT  (+/- 180 meters Scaled)
 EJ0074
 EJ0074                          SUPERSEDED SURVEY CONTROL
 EJ0074
 EJ0074  NGVD 29 (??/??/92)   79.931  (m)          262.24   (f) ADJ UNCH    1 2
 EJ0074
 EJ0074.Superseded values are not recommended for survey control.
 EJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0074.See file dsdata.txt to determine how the superseded data were derived.
 EJ0074
 EJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU732476(NAD 83)
 EJ0074_MARKER: DB = BENCH MARK DISK
 EJ0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0074_SP_SET: ABUTMENT
 EJ0074_STAMPING: N 118 1955
 EJ0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0074+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EJ0074
 EJ0074  HISTORY     - Date     Condition        Report By
 EJ0074  HISTORY     - 1955     MONUMENTED       CGS
 EJ0074  HISTORY     - 1967     GOOD             NGS
 EJ0074  HISTORY     - 1984     GOOD             NGS
 EJ0074  HISTORY     - 1989     GOOD             USPSQD
 EJ0074  HISTORY     - 1990     GOOD             USPSQD
 EJ0074  HISTORY     - 20030317 GOOD             JCLS
 EJ0074
 EJ0074                          STATION DESCRIPTION
 EJ0074
 EJ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0074'3.2 MI E FROM NORTH LITTLE ROCK.
 EJ0074'IT IS 3.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0074'RAILROAD FROM THE STATION AT NORTH LITTLE ROCK, 5 FEET NORTH OF THE
 EJ0074'NORTH RAIL, CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH END OF
 EJ0074'THE EAST ABUTMENT OF THE UNDERPASS OF STATE HIGHWAY 167.
 EJ0074
 EJ0074                          STATION RECOVERY (1984)
 EJ0074
 EJ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0074'ADD: MARK IS LOCATED AT THE ROCK ISLAND RAILROAD BRIDGE OVER STATE
 EJ0074'HIGHWAY 161, ABOUT 0.2 KM (0.1 MI) NORTH OF THE JUNCTION OF AS
 EJ0074'HIGHWAY 70 AND STATE HIGHWAY 161 IN THE NORTHEAST EDGE OF NORTH LITTE
 EJ0074'ROCK.
 EJ0074
 EJ0074                          STATION RECOVERY (1989)
 EJ0074
 EJ0074'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0074'RECOVERED IN GOOD CONDITION.
 EJ0074
 EJ0074                          STATION RECOVERY (1990)
 EJ0074
 EJ0074'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0074'RECOVERED IN GOOD CONDITION.
 EJ0074
 EJ0074                          STATION RECOVERY (2003)
 EJ0074
 EJ0074'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (FJO)
 EJ0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0607 ***********************************************************************
 DL0607  DESIGNATION -  N 119
 DL0607  PID         -  DL0607
 DL0607  STATE/COUNTY-  AR/COLUMBIA
 DL0607  USGS QUAD   -  TAYLOR (1978)
 DL0607
 DL0607                         *CURRENT SURVEY CONTROL
 DL0607  ___________________________________________________________________
 DL0607* NAD 83(1986)-  33 05 54.     (N)    093 27 42.     (W)     SCALED    
 DL0607* NAVD 88     -        74.056  (meters)     242.97   (feet)  ADJUSTED  
 DL0607  ___________________________________________________________________
 DL0607  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DL0607  DYNAMIC HT  -          73.976 (meters)     242.70  (feet)  COMP
 DL0607  MODELED GRAV-     979,552.8   (mgal)                       NAVD 88
 DL0607
 DL0607  VERT ORDER  -  SECOND    CLASS 0
 DL0607
 DL0607.The horizontal coordinates were scaled from a topographic map and have
 DL0607.an estimated accuracy of +/- 6 seconds.
 DL0607
 DL0607.The orthometric height was determined by differential leveling
 DL0607.and adjusted by the National Geodetic Survey in June 1991..
 DL0607
 DL0607.The geoid height was determined by GEOID03.
 DL0607
 DL0607.The dynamic height is computed by dividing the NAVD 88
 DL0607.geopotential number by the normal gravity value computed on the
 DL0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0607.degrees latitude (g = 980.6199 gals.).
 DL0607
 DL0607.The modeled gravity was interpolated from observed gravity values.
 DL0607
 DL0607;                    North         East    Units  Estimated Accuracy
 DL0607;SPC AR S     -   448,850.      263,550.      MT  (+/- 180 meters Scaled)
 DL0607
 DL0607                          SUPERSEDED SURVEY CONTROL
 DL0607
 DL0607  NGVD 29 (??/??/92)   74.109  (m)          243.14   (f) ADJ UNCH    2 0
 DL0607
 DL0607.Superseded values are not recommended for survey control.
 DL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0607.See file dsdata.txt to determine how the superseded data were derived.
 DL0607
 DL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS569622(NAD 83)
 DL0607_MARKER: DB = BENCH MARK DISK
 DL0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0607_SP_SET: CULVERT
 DL0607_STAMPING: N 119 1934
 DL0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0607
 DL0607  HISTORY     - Date     Condition        Report By
 DL0607  HISTORY     - 1934     MONUMENTED       CGS
 DL0607  HISTORY     - 1965     GOOD             NGS
 DL0607
 DL0607                          STATION DESCRIPTION
 DL0607
 DL0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DL0607'IN TAYLOR.
 DL0607'LOCATED AT TAYLOR 160 YARDS SOUTH OF THE ROAD CROSSING, 4 1/2 POLES
 DL0607'SOUTH OF ROAD CROSSING, 500 YARDS SOUTH OF MILE POST 41, 12 FEET WEST
 DL0607'OF WEST RAIL OF TRACK.  A STANDARD DISK SET FLUSH IN DRILL HOLE IN
 DL0607'CENTER AND TOP OF WEST CONCRETE HEAD WALL OF CULVERT UNDER TRACK,
 DL0607'ABOUT 1 FOOT BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1372 ***********************************************************************
 DK1372  DESIGNATION -  N 12
 DK1372  PID         -  DK1372
 DK1372  STATE/COUNTY-  AR/ASHLEY
 DK1372  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1372
 DK1372                         *CURRENT SURVEY CONTROL
 DK1372  ___________________________________________________________________
 DK1372* NAD 83(1986)-  33 08 07.     (N)    091 57 35.     (W)     SCALED    
 DK1372* NAVD 88     -        49.130  (meters)     161.19   (feet)  ADJUSTED  
 DK1372  ___________________________________________________________________
 DK1372  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK1372  DYNAMIC HT  -          49.077 (meters)     161.01  (feet)  COMP
 DK1372  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DK1372
 DK1372  VERT ORDER  -  SECOND    CLASS 0
 DK1372
 DK1372.The horizontal coordinates were scaled from a topographic map and have
 DK1372.an estimated accuracy of +/- 6 seconds.
 DK1372
 DK1372.The orthometric height was determined by differential leveling
 DK1372.and adjusted by the National Geodetic Survey in June 1991..
 DK1372
 DK1372.The geoid height was determined by GEOID03.
 DK1372
 DK1372.The dynamic height is computed by dividing the NAVD 88
 DK1372.geopotential number by the normal gravity value computed on the
 DK1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1372.degrees latitude (g = 980.6199 gals.).
 DK1372
 DK1372.The modeled gravity was interpolated from observed gravity values.
 DK1372
 DK1372;                    North         East    Units  Estimated Accuracy
 DK1372;SPC AR S     -   451,980.      403,760.      MT  (+/- 180 meters Scaled)
 DK1372
 DK1372                          SUPERSEDED SURVEY CONTROL
 DK1372
 DK1372  NGVD 29 (??/??/??)   49.203  (m)          161.43   (f) ADJUSTED    2 0
 DK1372
 DK1372.Superseded values are not recommended for survey control.
 DK1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1372.See file dsdata.txt to determine how the superseded data were derived.
 DK1372
 DK1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS970667(NAD 83)
 DK1372_MARKER: DB = BENCH MARK DISK
 DK1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1372_STAMPING: N-12 1932 161.424
 DK1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1372+STABILITY: SURFACE MOTION
 DK1372
 DK1372  HISTORY     - Date     Condition        Report By
 DK1372  HISTORY     - 1932     MONUMENTED       CGS
 DK1372  HISTORY     - 1972     GOOD             USGS
 DK1372
 DK1372                          STATION DESCRIPTION
 DK1372
 DK1372'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DK1372'IN CROSSETT.
 DK1372'AT
 DK1372'CROSSETT, ASHLEY COUNTY, ON THE ARKANSAS, LOUISIANA MISSOURI R.R. 82
 DK1372'FT. NORTH, AND 284 FT. WEST OF THE INTERSECTION OF U.S. HWY. 82 AND
 DK1372'OAK STREET.  21 FT. SOUTH OF THE CENTER OF THE MAIN TRACK.  A STANDARD
 DK1372'DISK, STAMPED 161.424 N 12 1932 AND SET IN THE TOP OF A CONCRETE POST.
 DK1372'A WITNESS POST WAS SET 1 FT. SOUTH OF MARK.
 DK1372'NOTE--RR STATION MENTIONED IN ORIGINAL DESCRIPTION HAS BEENMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0587 ***********************************************************************
 FF0587  DESIGNATION -  N 12 1
 FF0587  PID         -  FF0587
 FF0587  STATE/COUNTY-  AR/CROSS
 FF0587  USGS QUAD   -  WITTSBURG (1992)
 FF0587
 FF0587                         *CURRENT SURVEY CONTROL
 FF0587  ___________________________________________________________________
 FF0587* NAD 83(1986)-  35 14 50.     (N)    090 42 47.     (W)     SCALED    
 FF0587* NAVD 88     -        69.907  (meters)     229.35   (feet)  POSTED    
 FF0587  ___________________________________________________________________
 FF0587  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0587  DYNAMIC HT  -          69.840 (meters)     229.13  (feet)  COMP
 FF0587  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 FF0587
 FF0587  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0587
 FF0587.The horizontal coordinates were scaled from a topographic map and have
 FF0587.an estimated accuracy of +/- 6 seconds.
 FF0587
 FF0587.The orthometric height was determined by differential leveling
 FF0587.and adjusted by the National Geodetic Survey in 1992..
 FF0587.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0587.rate of 1.1 thru 2.0 mm/km.
 FF0587
 FF0587.The geoid height was determined by GEOID03.
 FF0587
 FF0587.The dynamic height is computed by dividing the NAVD 88
 FF0587.geopotential number by the normal gravity value computed on the
 FF0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0587.degrees latitude (g = 980.6199 gals.).
 FF0587
 FF0587.The modeled gravity was interpolated from observed gravity values.
 FF0587
 FF0587;                    North         East    Units  Estimated Accuracy
 FF0587;SPC AR N     -   102,150.      517,120.      MT  (+/- 180 meters Scaled)
 FF0587
 FF0587                          SUPERSEDED SURVEY CONTROL
 FF0587
 FF0587  NGVD 29 (??/??/??)   69.887  (m)          229.29   (f) ADJUSTED    2 0
 FF0587
 FF0587.Superseded values are not recommended for survey control.
 FF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0587.See file dsdata.txt to determine how the superseded data were derived.
 FF0587
 FF0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV080028(NAD 83)
 FF0587_MARKER: DD = SURVEY DISK
 FF0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0587_STAMPING: N 12-1
 FF0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0587+STABILITY: SURFACE MOTION
 FF0587
 FF0587  HISTORY     - Date     Condition        Report By
 FF0587  HISTORY     - UNK      MONUMENTED       DOD
 FF0587  HISTORY     - 1935     GOOD             CGS
 FF0587  HISTORY     - 20030604 MARK NOT FOUND   USACE
 FF0587
 FF0587                          STATION DESCRIPTION
 FF0587
 FF0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0587'5.2 MI E FROM WYNNE.
 FF0587'ABOUT 5.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0587'STATION AT WYNNE, CROSS COUNTY, AT LEVESQUE, 53 FEET SOUTHEAST
 FF0587'OF THE NINETEENTH POLE EAST OF MILEPOST 337, 21 FEET EAST OF THE
 FF0587'SWITCH STAND AT THE EAST END OF THE SWITCH, 18.3 FEET SOUTHEAST
 FF0587'OF THE CENTER LINE OF THE TRACK, AND 25 FEET NORTHWEST OF THE
 FF0587'RIGHT-OF-WAY FENCE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 FF0587'DISK, STAMPED N 12-1 AND SET IN THE TOP OF A CONCRETE CYLINDER.
 FF0587
 FF0587                          STATION RECOVERY (2003)
 FF0587
 FF0587'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2073 ***********************************************************************
 FF2073  DESIGNATION -  N 12 115
 FF2073  PID         -  FF2073
 FF2073  STATE/COUNTY-  AR/ST FRANCIS
 FF2073  USGS QUAD   -  ROUND POND (1992)
 FF2073
 FF2073                         *CURRENT SURVEY CONTROL
 FF2073  ___________________________________________________________________
 FF2073* NAD 83(1997)-  35 07 26.21278(N)    090 36 48.50350(W)     ADJUSTED  
 FF2073* NAVD 88     -        61.91   (+/-2cm)     203.1    (feet)  VERTCON   
 FF2073  ___________________________________________________________________
 FF2073  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FF2073  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF2073
 FF2073  HORZ ORDER  -  THIRD
 FF2073  VERT ORDER  -  THIRD ? (See Below)
 FF2073
 FF2073.The horizontal coordinates were established by classical geodetic methods
 FF2073.and adjusted by the National Geodetic Survey in September 1999..
 FF2073.No horizontal observational check was made to the station.
 FF2073
 FF2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2073.The vertical order pertains to the NGVD 29 superseded value.
 FF2073
 FF2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2073
 FF2073.The geoid height was determined by GEOID03.
 FF2073
 FF2073;                    North         East     Units Scale Factor Converg.
 FF2073;SPC AR N     -    88,601.888   526,374.111   MT  0.99996800   +0 48 24.5
 FF2073;SPC AR N     -   290,688.03  1,726,945.73   sFT  0.99996800   +0 48 24.5
 FF2073;UTM  15      - 3,889,395.232   717,467.048   MT  1.00018287   +1 22 25.0
 FF2073
 FF2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2073!SPC AR N     -   0.99999455  x   0.99996800  =   0.99996255
 FF2073!UTM  15      -   0.99999455  x   1.00018287  =   1.00017741
 FF2073
 FF2073                          SUPERSEDED SURVEY CONTROL
 FF2073
 FF2073  NAD 83(1997)-  35 07 26.21726(N)    090 36 48.50153(W) AD(       ) 3
 FF2073  NAD 83(1997)-  35 07 26.22221(N)    090 36 48.50218(W) AD(       ) 3
 FF2073  NAD 83(1986)-  35 07 26.22295(N)    090 36 48.50293(W) AD(       ) 3
 FF2073  NAD 27      -  35 07 25.89670(N)    090 36 48.11980(W) AD(       ) 3
 FF2073  NGVD 29 (07/19/86)   61.89   (m)          203.1    (f) LEVELING    3  
 FF2073
 FF2073.Superseded values are not recommended for survey control.
 FF2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2073.See file dsdata.txt to determine how the superseded data were derived.
 FF2073
 FF2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1746789395(NAD 83)
 FF2073_MARKER: P = PIPE CAP
 FF2073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF2073_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FF2073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2073
 FF2073  HISTORY     - Date     Condition        Report By
 FF2073  HISTORY     - 1954     MONUMENTED       CGS
 FF2073
 FF2073                          STATION DESCRIPTION
 FF2073
 FF2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FF2073'SEE STATION CLARKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0654 ***********************************************************************
 DL0654  DESIGNATION -  N 120
 DL0654  PID         -  DL0654
 DL0654  STATE/COUNTY-  AR/COLUMBIA
 DL0654  USGS QUAD   -  CALHOUN (1966)
 DL0654
 DL0654                         *CURRENT SURVEY CONTROL
 DL0654  ___________________________________________________________________
 DL0654* NAD 83(1986)-  33 09 52.     (N)    093 12 50.     (W)     SCALED    
 DL0654* NAVD 88     -        81.335  (meters)     266.85   (feet)  ADJUSTED  
 DL0654  ___________________________________________________________________
 DL0654  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DL0654  DYNAMIC HT  -          81.247 (meters)     266.56  (feet)  COMP
 DL0654  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 DL0654
 DL0654  VERT ORDER  -  SECOND    CLASS 0
 DL0654
 DL0654.The horizontal coordinates were scaled from a topographic map and have
 DL0654.an estimated accuracy of +/- 6 seconds.
 DL0654
 DL0654.The orthometric height was determined by differential leveling
 DL0654.and adjusted by the National Geodetic Survey in June 1991..
 DL0654
 DL0654.The geoid height was determined by GEOID03.
 DL0654
 DL0654.The dynamic height is computed by dividing the NAVD 88
 DL0654.geopotential number by the normal gravity value computed on the
 DL0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0654.degrees latitude (g = 980.6199 gals.).
 DL0654
 DL0654.The modeled gravity was interpolated from observed gravity values.
 DL0654
 DL0654;                    North         East    Units  Estimated Accuracy
 DL0654;SPC AR S     -   455,880.      286,770.      MT  (+/- 180 meters Scaled)
 DL0654
 DL0654                          SUPERSEDED SURVEY CONTROL
 DL0654
 DL0654  NGVD 29 (??/??/92)   81.388  (m)          267.02   (f) ADJ UNCH    2 0
 DL0654
 DL0654.Superseded values are not recommended for survey control.
 DL0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0654.See file dsdata.txt to determine how the superseded data were derived.
 DL0654
 DL0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS800695(NAD 83)
 DL0654_MARKER: DB = BENCH MARK DISK
 DL0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0654_STAMPING: N 120 1934
 DL0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0654+STABILITY: SURFACE MOTION
 DL0654
 DL0654  HISTORY     - Date     Condition        Report By
 DL0654  HISTORY     - 1934     MONUMENTED       CGS
 DL0654  HISTORY     - 1960     GOOD             NGS
 DL0654  HISTORY     - 1963     GOOD             NGS
 DL0654
 DL0654                          STATION DESCRIPTION
 DL0654
 DL0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0654'4.75 MI N FROM EMERSON.
 DL0654'ABOUT 4.75 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0654'FROM THE STATION AT EMERSON, 0.1 MILE SOUTHEAST OF MILEPOST 14, 0.1
 DL0654'MILE EAST OF AND ACROSS THE TRACKS FROM A FARM HOUSE, IN THE NORTH
 DL0654'SIDE OF SECTION 19, T 18 S, R 20 W, 47 FEET NORTHEAST OF THE NORTHEAST
 DL0654'RAIL, 189 FEET WEST OF A LONE 26-INCH OAK TREE, 46 FEET SOUTHWEST OF A
 DL0654'FENCE, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST
 DL0654'PROJECTING 12 INCHES.
 DL0654
 DL0654                          STATION RECOVERY (1963)
 DL0654
 DL0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0267 ***********************************************************************
 DL0267  DESIGNATION -  N 121
 DL0267  PID         -  DL0267
 DL0267  STATE/COUNTY-  AR/UNION
 DL0267  USGS QUAD   -  NEWELL (1985)
 DL0267
 DL0267                         *CURRENT SURVEY CONTROL
 DL0267  ___________________________________________________________________
 DL0267* NAD 83(1986)-  33 12 51.     (N)    092 49 48.     (W)     SCALED    
 DL0267* NAVD 88     -        71.920  (meters)     235.96   (feet)  ADJUSTED  
 DL0267  ___________________________________________________________________
 DL0267  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0267  DYNAMIC HT  -          71.842 (meters)     235.70  (feet)  COMP
 DL0267  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 DL0267
 DL0267  VERT ORDER  -  SECOND    CLASS 0
 DL0267
 DL0267.The horizontal coordinates were scaled from a topographic map and have
 DL0267.an estimated accuracy of +/- 6 seconds.
 DL0267
 DL0267.The orthometric height was determined by differential leveling
 DL0267.and adjusted by the National Geodetic Survey in June 1991..
 DL0267
 DL0267.The geoid height was determined by GEOID03.
 DL0267
 DL0267.The dynamic height is computed by dividing the NAVD 88
 DL0267.geopotential number by the normal gravity value computed on the
 DL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0267.degrees latitude (g = 980.6199 gals.).
 DL0267
 DL0267.The modeled gravity was interpolated from observed gravity values.
 DL0267
 DL0267;                    North         East    Units  Estimated Accuracy
 DL0267;SPC AR S     -   461,040.      322,620.      MT  (+/- 180 meters Scaled)
 DL0267
 DL0267                          SUPERSEDED SURVEY CONTROL
 DL0267
 DL0267  NGVD 29 (??/??/92)   71.971  (m)          236.12   (f) ADJ UNCH    2 0
 DL0267
 DL0267.Superseded values are not recommended for survey control.
 DL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0267.See file dsdata.txt to determine how the superseded data were derived.
 DL0267
 DL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS158750(NAD 83)
 DL0267_MARKER: DB = BENCH MARK DISK
 DL0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0267_STAMPING: N 121 1934
 DL0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0267+STABILITY: SURFACE MOTION
 DL0267
 DL0267  HISTORY     - Date     Condition        Report By
 DL0267  HISTORY     - 1934     MONUMENTED       CGS
 DL0267  HISTORY     - 1955     GOOD             NGS
 DL0267  HISTORY     - 1967     GOOD             NGS
 DL0267  HISTORY     - 1983     MARK NOT FOUND   USGS
 DL0267
 DL0267                          STATION DESCRIPTION
 DL0267
 DL0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DL0267'9.5 MI W FROM EL DORADO.
 DL0267'9.5 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH U.S.
 DL0267'HIGHWAY 167 AT EL DORADO, 182 FEET EAST OF THE NORTHEAST CORNER OF A
 DL0267'SMALL WHITE HOUSE, 57.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 DL0267'6 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 19 FEET NORTH
 DL0267'OF A 24 INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST WHICH
 DL0267'PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 7, 11 FEET
 DL0267'WEST OF TELEPHONE POLE NO. 197.
 DL0267
 DL0267                          STATION RECOVERY (1967)
 DL0267
 DL0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DL0267'RECOVERED IN GOOD CONDITION.
 DL0267
 DL0267                          STATION RECOVERY (1983)
 DL0267
 DL0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 DL0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0698 ***********************************************************************
 FG0698  DESIGNATION -  N 125
 FG0698  PID         -  FG0698
 FG0698  STATE/COUNTY-  AR/VAN BUREN
 FG0698  USGS QUAD   -  SCOTLAND (1965)
 FG0698
 FG0698                         *CURRENT SURVEY CONTROL
 FG0698  ___________________________________________________________________
 FG0698* NAD 83(1986)-  35 34 14.     (N)    092 37 29.     (W)     SCALED    
 FG0698* NAVD 88     -       214.208  (meters)     702.78   (feet)  ADJUSTED  
 FG0698  ___________________________________________________________________
 FG0698  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0698  DYNAMIC HT  -         214.009 (meters)     702.13  (feet)  COMP
 FG0698  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 FG0698
 FG0698  VERT ORDER  -  SECOND    CLASS 0
 FG0698
 FG0698.The horizontal coordinates were scaled from a topographic map and have
 FG0698.an estimated accuracy of +/- 6 seconds.
 FG0698
 FG0698.The orthometric height was determined by differential leveling
 FG0698.and adjusted by the National Geodetic Survey in June 1991..
 FG0698
 FG0698.The geoid height was determined by GEOID03.
 FG0698
 FG0698.The dynamic height is computed by dividing the NAVD 88
 FG0698.geopotential number by the normal gravity value computed on the
 FG0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0698.degrees latitude (g = 980.6199 gals.).
 FG0698
 FG0698.The modeled gravity was interpolated from observed gravity values.
 FG0698
 FG0698;                    North         East    Units  Estimated Accuracy
 FG0698;SPC AR N     -   137,440.      343,370.      MT  (+/- 180 meters Scaled)
 FG0698
 FG0698                          SUPERSEDED SURVEY CONTROL
 FG0698
 FG0698  NGVD 29 (??/??/92)  214.150  (m)          702.59   (f) ADJ UNCH    2 0
 FG0698
 FG0698.Superseded values are not recommended for survey control.
 FG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0698.See file dsdata.txt to determine how the superseded data were derived.
 FG0698
 FG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV340363(NAD 83)
 FG0698_MARKER: DB = BENCH MARK DISK
 FG0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0698_STAMPING: N 125 1935
 FG0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0698+STABILITY: SURFACE MOTION
 FG0698
 FG0698  HISTORY     - Date     Condition        Report By
 FG0698  HISTORY     - 1935     MONUMENTED       CGS
 FG0698  HISTORY     - 1939     GOOD             NGS
 FG0698
 FG0698                          STATION DESCRIPTION
 FG0698
 FG0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0698'4.4 MI N FROM SCOTLAND.
 FG0698'4.4 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0698'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 0.2 MILE WEST OF A SWINGING
 FG0698'BRIDGE OVER LITTLE RED RIVER, 44 FEET NORTHWEST OF THE NORTHWEST
 FG0698'CORNER OF THE EARL GARDNER FARMHOUSE, 53 FEET SOUTH OF THE CENTERLINE
 FG0698'OF THE ROAD, 36 FEET SOUTH OF A NORTHEAST FENCE CORNER, AND 1 1/2 FEET
 FG0698'EAST OF THE FENCE.  A STANDARD DISK, STAMPED N 125 1935 AND SET IN THE
 FG0698'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0615 ***********************************************************************
 FF0615  DESIGNATION -  N 12.51.1
 FF0615  PID         -  FF0615
 FF0615  STATE/COUNTY-  AR/ST FRANCIS
 FF0615  USGS QUAD   -  MADISON (1993)
 FF0615
 FF0615                         *CURRENT SURVEY CONTROL
 FF0615  ___________________________________________________________________
 FF0615* NAD 83(1986)-  35 00 36.     (N)    090 43 11.     (W)     SCALED    
 FF0615* NAVD 88     -        64.818  (meters)     212.66   (feet)  ADJUSTED  
 FF0615  ___________________________________________________________________
 FF0615  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FF0615  DYNAMIC HT  -          64.759 (meters)     212.46  (feet)  COMP
 FF0615  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 FF0615
 FF0615  VERT ORDER  -  FIRST     CLASS II
 FF0615
 FF0615.The horizontal coordinates were scaled from a topographic map and have
 FF0615.an estimated accuracy of +/- 6 seconds.
 FF0615
 FF0615.The orthometric height was determined by differential leveling
 FF0615.and adjusted by the National Geodetic Survey in June 1991..
 FF0615
 FF0615.The geoid height was determined by GEOID03.
 FF0615
 FF0615.The dynamic height is computed by dividing the NAVD 88
 FF0615.geopotential number by the normal gravity value computed on the
 FF0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0615.degrees latitude (g = 980.6199 gals.).
 FF0615
 FF0615.The modeled gravity was interpolated from observed gravity values.
 FF0615
 FF0615;                    North         East    Units  Estimated Accuracy
 FF0615;SPC AR N     -    75,830.      516,860.      MT  (+/- 180 meters Scaled)
 FF0615
 FF0615                          SUPERSEDED SURVEY CONTROL
 FF0615
 FF0615  NGVD 29 (??/??/??)   64.802  (m)          212.60   (f) ADJUSTED    1 2
 FF0615
 FF0615.Superseded values are not recommended for survey control.
 FF0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0615.See file dsdata.txt to determine how the superseded data were derived.
 FF0615
 FF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU080765(NAD 83)
 FF0615_MARKER: DD = SURVEY DISK
 FF0615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0615_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0615_STAMPING: N 12.51.1 1951 MEMPHIS DIST
 FF0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0615
 FF0615  HISTORY     - Date     Condition        Report By
 FF0615  HISTORY     - 1951     MONUMENTED       DOD
 FF0615  HISTORY     - 1955     GOOD             CGS
 FF0615  HISTORY     - 20030514 MARK NOT FOUND   USACE
 FF0615
 FF0615                          STATION DESCRIPTION
 FF0615
 FF0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0615'AT MADISON.
 FF0615'AT MADISON, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FF0615'ABOUT 0.3 MILE NORTHEAST OF MILE POLE 41, ABOUT 21 YARDS NORTHWEST
 FF0615'OF NORTHWEST RAIL OF MAIN TRACK, 40 FEET WEST OF NORTH CORNER
 FF0615'OF STATION, 40 FEET NORTH OF WEST CORNER OF STATION, 1 FOOT
 FF0615'NORTHWEST OF A RAIN GAGE, ABOUT 105 YARDS SOUTHWEST OF SOUTHWEST
 FF0615'END OF RAILROAD BRIDGE OVER ST. FRANCIS RIVER, 7 FEET NORTHWEST
 FF0615'OF BEING IN LINE WITH THE NORTHWEST EDGE OF STEEL TOWERS OF
 FF0615'TELEPHONE LINE ACROSS THE RIVER, AND IS A DISK SET IN THE TOP
 FF0615'OF A 6-INCH FILLED STOVE PIPE PROJECTING OUT OF THE CENTER OF A
 FF0615'14-INCH CONCRETE SLAB.
 FF0615
 FF0615                          STATION RECOVERY (2003)
 FF0615
 FF0615'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0947 ***********************************************************************
 FG0947  DESIGNATION -  N 126
 FG0947  PID         -  FG0947
 FG0947  STATE/COUNTY-  AR/POPE
 FG0947  USGS QUAD   -  TREAT (1980)
 FG0947
 FG0947                         *CURRENT SURVEY CONTROL
 FG0947  ___________________________________________________________________
 FG0947* NAD 83(1986)-  35 37 05.     (N)    093 09 33.     (W)     SCALED    
 FG0947* NAVD 88     -       301.176  (meters)     988.11   (feet)  ADJUSTED  
 FG0947  ___________________________________________________________________
 FG0947  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FG0947  DYNAMIC HT  -         300.894 (meters)     987.18  (feet)  COMP
 FG0947  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 FG0947
 FG0947  VERT ORDER  -  SECOND    CLASS 0
 FG0947
 FG0947.The horizontal coordinates were scaled from a topographic map and have
 FG0947.an estimated accuracy of +/- 6 seconds.
 FG0947
 FG0947.The orthometric height was determined by differential leveling
 FG0947.and adjusted by the National Geodetic Survey in June 1991..
 FG0947
 FG0947.The geoid height was determined by GEOID03.
 FG0947
 FG0947.The dynamic height is computed by dividing the NAVD 88
 FG0947.geopotential number by the normal gravity value computed on the
 FG0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0947.degrees latitude (g = 980.6199 gals.).
 FG0947
 FG0947.The modeled gravity was interpolated from observed gravity values.
 FG0947
 FG0947;                    North         East    Units  Estimated Accuracy
 FG0947;SPC AR N     -   143,150.      294,990.      MT  (+/- 180 meters Scaled)
 FG0947
 FG0947                          SUPERSEDED SURVEY CONTROL
 FG0947
 FG0947  NGVD 29 (??/??/92)  301.126  (m)          987.94   (f) ADJ UNCH    2 0
 FG0947
 FG0947.Superseded values are not recommended for survey control.
 FG0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0947.See file dsdata.txt to determine how the superseded data were derived.
 FG0947
 FG0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV855415(NAD 83)
 FG0947_MARKER: DB = BENCH MARK DISK
 FG0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0947_STAMPING: N-126 1935
 FG0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0947+STABILITY: SURFACE MOTION
 FG0947
 FG0947  HISTORY     - Date     Condition        Report By
 FG0947  HISTORY     - 1935     MONUMENTED       CGS
 FG0947
 FG0947                          STATION DESCRIPTION
 FG0947
 FG0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0947'0.7 MI N FROM TREAT.
 FG0947'0.7 MILE NORTH OF, ALONG TREAT ROAD, FROM POST OFFICE.  OUTSIDE OF
 FG0947'CURVE ON SOUTH SLOPE OF LONG, STEEP WINDING GRADE.  120 FEET SOUTHEAST
 FG0947'OF M.P.8.  60 FEET NORTHEAST OF DRAINAGE DITCH.  30 FEET NORTHEAST OF
 FG0947'CENTERLINE OF DIM ROAD LEADING SOUTHEAST.  28 FEET EAST OF CENTERLINE
 FG0947'OF TREAT ROAD.  12 FEET SOUTHWEST OF CENTERLINE OF DIM ROAD LEADING
 FG0947'NORTHEAST.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1041 ***********************************************************************
 FG1041  DESIGNATION -  N 127
 FG1041  PID         -  FG1041
 FG1041  STATE/COUNTY-  AR/POPE
 FG1041  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1041
 FG1041                         *CURRENT SURVEY CONTROL
 FG1041  ___________________________________________________________________
 FG1041* NAD 83(1986)-  35 28 21.     (N)    093 10 50.     (W)     SCALED    
 FG1041* NAVD 88     -       146.328  (meters)     480.08   (feet)  ADJUSTED  
 FG1041  ___________________________________________________________________
 FG1041  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FG1041  DYNAMIC HT  -         146.192 (meters)     479.63  (feet)  COMP
 FG1041  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 FG1041
 FG1041  VERT ORDER  -  SECOND    CLASS 0
 FG1041
 FG1041.The horizontal coordinates were scaled from a topographic map and have
 FG1041.an estimated accuracy of +/- 6 seconds.
 FG1041
 FG1041.The orthometric height was determined by differential leveling
 FG1041.and adjusted by the National Geodetic Survey in June 1991..
 FG1041
 FG1041.The geoid height was determined by GEOID03.
 FG1041
 FG1041.The dynamic height is computed by dividing the NAVD 88
 FG1041.geopotential number by the normal gravity value computed on the
 FG1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1041.degrees latitude (g = 980.6199 gals.).
 FG1041
 FG1041.The modeled gravity was interpolated from observed gravity values.
 FG1041
 FG1041;                    North         East    Units  Estimated Accuracy
 FG1041;SPC AR N     -   127,020.      292,860.      MT  (+/- 180 meters Scaled)
 FG1041
 FG1041                          SUPERSEDED SURVEY CONTROL
 FG1041
 FG1041  NGVD 29 (??/??/92)  146.287  (m)          479.94   (f) ADJ UNCH    2 0
 FG1041
 FG1041.Superseded values are not recommended for survey control.
 FG1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1041.See file dsdata.txt to determine how the superseded data were derived.
 FG1041
 FG1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV836254(NAD 83)
 FG1041_MARKER: DB = BENCH MARK DISK
 FG1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1041_STAMPING: N-127 1935
 FG1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1041+STABILITY: SURFACE MOTION
 FG1041
 FG1041  HISTORY     - Date     Condition        Report By
 FG1041  HISTORY     - 1935     MONUMENTED       CGS
 FG1041
 FG1041                          STATION DESCRIPTION
 FG1041
 FG1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1041'2.0 MI W FROM DOVER.
 FG1041'2.0 MILE WEST OF VIC. OF 8.7 MI. NW OF DOVER, ALONG OLD MAIL ROAD.
 FG1041'FROM SCHOOL.  SOUTHEAST CORNER OF WILL MACOMS FIELD. 112 FEET NORTH OF
 FG1041'SANDSTONE BLOCKS, AT NORTHEAST CORNER OF OLD CEMETERY.  22 FEET WEST
 FG1041'OF CENTERLINE OF MAIL ROAD.  19.5 FEET WEST OF WEST END OF SMALL
 FG1041'WOODEN ROAD BRIDGE.  13.5 FEET SOUTH OF SYCAMORE TREE 1.8 FT. IN
 FG1041'DIAMETER SERVING AS SOUTHEAST FENCE CORNER, BLAZED AND PAINTED B.M..
 FG1041'1.4 FT. SOUTHEAST OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0862 ***********************************************************************
 FG0862  DESIGNATION -  N 128
 FG0862  PID         -  FG0862
 FG0862  STATE/COUNTY-  AR/POPE
 FG0862  USGS QUAD   -  SAND GAP (1980)
 FG0862
 FG0862                         *CURRENT SURVEY CONTROL
 FG0862  ___________________________________________________________________
 FG0862* NAD 83(1986)-  35 43 28.     (N)    093 07 22.     (W)     SCALED    
 FG0862* NAVD 88     -       581.848  (meters)    1908.95   (feet)  ADJUSTED  
 FG0862  ___________________________________________________________________
 FG0862  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0862  DYNAMIC HT  -         581.286 (meters)    1907.10  (feet)  COMP
 FG0862  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 FG0862
 FG0862  VERT ORDER  -  SECOND    CLASS 0
 FG0862
 FG0862.The horizontal coordinates were scaled from a topographic map and have
 FG0862.an estimated accuracy of +/- 6 seconds.
 FG0862
 FG0862.The orthometric height was determined by differential leveling
 FG0862.and adjusted by the National Geodetic Survey in June 1991..
 FG0862
 FG0862.The geoid height was determined by GEOID03.
 FG0862
 FG0862.The dynamic height is computed by dividing the NAVD 88
 FG0862.geopotential number by the normal gravity value computed on the
 FG0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0862.degrees latitude (g = 980.6199 gals.).
 FG0862
 FG0862.The modeled gravity was interpolated from observed gravity values.
 FG0862
 FG0862;                    North         East    Units  Estimated Accuracy
 FG0862;SPC AR N     -   154,910.      298,420.      MT  (+/- 180 meters Scaled)
 FG0862
 FG0862                          SUPERSEDED SURVEY CONTROL
 FG0862
 FG0862  NGVD 29 (??/??/92)  581.771  (m)         1908.69   (f) ADJ UNCH    2 0
 FG0862
 FG0862.Superseded values are not recommended for survey control.
 FG0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0862.See file dsdata.txt to determine how the superseded data were derived.
 FG0862
 FG0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV888533(NAD 83)
 FG0862_MARKER: DB = BENCH MARK DISK
 FG0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0862_STAMPING: N-128 1935
 FG0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0862+STABILITY: SURFACE MOTION
 FG0862
 FG0862  HISTORY     - Date     Condition        Report By
 FG0862  HISTORY     - 1935     MONUMENTED       CGS
 FG0862
 FG0862                          STATION DESCRIPTION
 FG0862
 FG0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0862'2.0 MI W FROM PELSOR.
 FG0862'2.0 MILES WEST OF, ALONG ST. HWY. 123, FROM T. J. HANKINS STORE.
 FG0862'OUTSIDE OF CURVE AT OLD SAW MILL SITE.  ABOUT 120 FEET SOUTH OF SMALL
 FG0862'SHED WITH FLAT ROOF.  38 FEET NORTHEAST OF CENTERLINE OF ST. HWY. 123.
 FG0862'28 FEET SOUTHEAST OF CENTERLINE OF ROAD TO SHED.  24.9 FEET EAST OF
 FG0862'OAK TREE 2 FT. IN DIAMETER AT BASE, SUPPORTING TELEPHONE WIRE. TABLET
 FG0862'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0154 ***********************************************************************
 GF0154  DESIGNATION -  N 130
 GF0154  PID         -  GF0154
 GF0154  STATE/COUNTY-  AR/BOONE
 GF0154  USGS QUAD   -  EVERTON (1975)
 GF0154
 GF0154                         *CURRENT SURVEY CONTROL
 GF0154  ___________________________________________________________________
 GF0154* NAD 83(1986)-  36 08 42.     (N)    092 55 18.     (W)     SCALED    
 GF0154* NAVD 88     -       319.316  (meters)    1047.62   (feet)  ADJUSTED  
 GF0154  ___________________________________________________________________
 GF0154  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GF0154  DYNAMIC HT  -         319.032 (meters)    1046.69  (feet)  COMP
 GF0154  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GF0154
 GF0154  VERT ORDER  -  SECOND    CLASS 0
 GF0154
 GF0154.The horizontal coordinates were scaled from a topographic map and have
 GF0154.an estimated accuracy of +/- 6 seconds.
 GF0154
 GF0154.The orthometric height was determined by differential leveling
 GF0154.and adjusted by the National Geodetic Survey in June 1991..
 GF0154
 GF0154.The geoid height was determined by GEOID03.
 GF0154
 GF0154.The dynamic height is computed by dividing the NAVD 88
 GF0154.geopotential number by the normal gravity value computed on the
 GF0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0154.degrees latitude (g = 980.6199 gals.).
 GF0154
 GF0154.The modeled gravity was interpolated from observed gravity values.
 GF0154
 GF0154;                    North         East    Units  Estimated Accuracy
 GF0154;SPC AR N     -   201,380.      317,050.      MT  (+/- 180 meters Scaled)
 GF0154
 GF0154                          SUPERSEDED SURVEY CONTROL
 GF0154
 GF0154  NGVD 29 (??/??/92)  319.191  (m)         1047.21   (f) ADJ UNCH    2 0
 GF0154
 GF0154.Superseded values are not recommended for survey control.
 GF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0154.See file dsdata.txt to determine how the superseded data were derived.
 GF0154
 GF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA070000(NAD 83)
 GF0154_MARKER: DB = BENCH MARK DISK
 GF0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0154_STAMPING: N 130 1935
 GF0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0154+STABILITY: SURFACE MOTION
 GF0154
 GF0154  HISTORY     - Date     Condition        Report By
 GF0154  HISTORY     - 1935     MONUMENTED       CGS
 GF0154
 GF0154                          STATION DESCRIPTION
 GF0154
 GF0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0154'1.2 MI SW FROM EVERTON.
 GF0154'1.2 MILES SOUTHWEST ALONG THE WESTERN GROVE ROAD FROM THE MISSOURI
 GF0154'AND NORTH ARKANSAS RAILWAY STATION AT EVERTON, BOONE COUNTY,
 GF0154'OPPOSITE GATE AND ROAD TO THE J.R. ASHLEY FARM, 28 FEET SOUTHEAST
 GF0154'OF THE CENTERLINE OF THE ROAD, 21 FEET SOUTH OF A WEST FENCE
 GF0154'CORNER, 13 FEET SOUTH OF THE CENTER OF A GATE, 11 FEET SOUTH OF
 GF0154'A 10-INCH CEDAR TREE, AND 2 FEET WEST OF A FENCE.  A STANDARD
 GF0154'DISK, STAMPED N 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0230 ***********************************************************************
 EK0230  DESIGNATION -  N 131
 EK0230  PID         -  EK0230
 EK0230  STATE/COUNTY-  AR/HOWARD
 EK0230  USGS QUAD   -  DIERKS DAM (1966)
 EK0230
 EK0230                         *CURRENT SURVEY CONTROL
 EK0230  ___________________________________________________________________
 EK0230* NAD 83(1986)-  34 14 54.     (N)    094 06 03.     (W)     SCALED    
 EK0230* NAVD 88     -       249.946  (meters)     820.03   (feet)  ADJUSTED  
 EK0230  ___________________________________________________________________
 EK0230  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EK0230  DYNAMIC HT  -         249.690 (meters)     819.19  (feet)  COMP
 EK0230  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 EK0230
 EK0230  VERT ORDER  -  SECOND    CLASS 0
 EK0230
 EK0230.The horizontal coordinates were scaled from a topographic map and have
 EK0230.an estimated accuracy of +/- 6 seconds.
 EK0230
 EK0230.The orthometric height was determined by differential leveling
 EK0230.and adjusted by the National Geodetic Survey in June 1991..
 EK0230
 EK0230.The geoid height was determined by GEOID03.
 EK0230
 EK0230.The dynamic height is computed by dividing the NAVD 88
 EK0230.geopotential number by the normal gravity value computed on the
 EK0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0230.degrees latitude (g = 980.6199 gals.).
 EK0230
 EK0230.The modeled gravity was interpolated from observed gravity values.
 EK0230
 EK0230;                    North         East    Units  Estimated Accuracy
 EK0230;SPC AR S     -   577,410.      206,510.      MT  (+/- 180 meters Scaled)
 EK0230
 EK0230                          SUPERSEDED SURVEY CONTROL
 EK0230
 EK0230  NGVD 29 (??/??/92)  249.904  (m)          819.89   (f) ADJ UNCH    2 0
 EK0230
 EK0230.Superseded values are not recommended for survey control.
 EK0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0230.See file dsdata.txt to determine how the superseded data were derived.
 EK0230
 EK0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT986902(NAD 83)
 EK0230_MARKER: DB = BENCH MARK DISK
 EK0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0230_STAMPING: N-131 1935
 EK0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0230+STABILITY: SURFACE MOTION
 EK0230
 EK0230  HISTORY     - Date     Condition        Report By
 EK0230  HISTORY     - 1935     MONUMENTED       CGS
 EK0230  HISTORY     - 1961     GOOD             NGS
 EK0230
 EK0230                          STATION DESCRIPTION
 EK0230
 EK0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0230'2 MI W FROM BURG.
 EK0230'2.0 MILE WEST OF, ALONG BURG-GILLHAM ROAD TO GALENA, FROM JCT.
 EK0230'OF BURG-GILLHAM RD. WITH UMPIRE RD.  ABOUT 380 FEET EAST OF
 EK0230'A CURVE IN ROAD, ABOUT 165 FEET EAST OF A WOOD BOX CULVERT
 EK0230'AT SADDLE IN RIDGE, 20.5 FEET SOUTH OF THE ROAD CENTERLINE,
 EK0230'17.5 FEET SOUTHEAST OF A BLAZED OAK TREE.  2 FEET IN DIAMETER
 EK0230'AND SUPPORTING A TELEPHONE LINE.  TABLET SET IN PRECAST CONCRETE
 EK0230'POST.
 EK0230
 EK0230                          STATION RECOVERY (1961)
 EK0230
 EK0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0192 ***********************************************************************
 EK0192  DESIGNATION -  N 133
 EK0192  PID         -  EK0192
 EK0192  STATE/COUNTY-  AR/POLK
 EK0192  USGS QUAD   -  VANDERVOORT (1984)
 EK0192
 EK0192                         *CURRENT SURVEY CONTROL
 EK0192  ___________________________________________________________________
 EK0192* NAD 83(1986)-  34 28 41.     (N)    094 16 22.     (W)     SCALED    
 EK0192* NAVD 88     -       402.737  (meters)    1321.31   (feet)  ADJUSTED  
 EK0192  ___________________________________________________________________
 EK0192  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 EK0192  DYNAMIC HT  -         402.303 (meters)    1319.89  (feet)  COMP
 EK0192  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 EK0192
 EK0192  VERT ORDER  -  SECOND    CLASS 0
 EK0192
 EK0192.The horizontal coordinates were scaled from a topographic map and have
 EK0192.an estimated accuracy of +/- 6 seconds.
 EK0192
 EK0192.The orthometric height was determined by differential leveling
 EK0192.and adjusted by the National Geodetic Survey in June 1991..
 EK0192
 EK0192.The geoid height was determined by GEOID03.
 EK0192
 EK0192.The dynamic height is computed by dividing the NAVD 88
 EK0192.geopotential number by the normal gravity value computed on the
 EK0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0192.degrees latitude (g = 980.6199 gals.).
 EK0192
 EK0192.The modeled gravity was interpolated from observed gravity values.
 EK0192
 EK0192;                    North         East    Units  Estimated Accuracy
 EK0192;SPC AR S     -   603,230.      191,240.      MT  (+/- 180 meters Scaled)
 EK0192
 EK0192                          SUPERSEDED SURVEY CONTROL
 EK0192
 EK0192  NGVD 29 (??/??/92)  402.653  (m)         1321.04   (f) ADJ UNCH    2 0
 EK0192
 EK0192.Superseded values are not recommended for survey control.
 EK0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0192.See file dsdata.txt to determine how the superseded data were derived.
 EK0192
 EK0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU831158(NAD 83)
 EK0192_MARKER: DB = BENCH MARK DISK
 EK0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0192_STAMPING: N-133 1935
 EK0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0192+STABILITY: SURFACE MOTION
 EK0192
 EK0192  HISTORY     - Date     Condition        Report By
 EK0192  HISTORY     - 1935     MONUMENTED       CGS
 EK0192  HISTORY     - 1956     POOR             USGS
 EK0192  HISTORY     - 1961     POOR             NGS
 EK0192
 EK0192                          STATION DESCRIPTION
 EK0192
 EK0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0192'7.4 MI E FROM HATFIELD.
 EK0192'7.4 MILES EAST OF, ALONG THE HATFIELD-CAMP WILDER ROAD, FROM
 EK0192'K. C. S. RY STATION.  AT JUNCTION OF SOUTH TO THE SIX MILE CREEK,
 EK0192'ABOUT .8 MILE WEST OF JUNCTION OF THE BEE MOUNTAIN ROAD AND
 EK0192'THE HATFIELD ROAD, 69.5 FEET SOUTHEAST OF INTERSECTION OF THE
 EK0192'CENTERLINES OF THE ROADS, 45.5 FEET SOUTH OF THE HATFIELD ROAD
 EK0192'CENTERLINE, 18.5 FEET SOUTHWEST OF A BLAZED OAK TREE 1.2 FT.
 EK0192'IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0192
 EK0192                          STATION RECOVERY (1956)
 EK0192
 EK0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EK0192'MARK RECOVERED IN POOR CONDITION.
 EK0192
 EK0192                          STATION RECOVERY (1961)
 EK0192
 EK0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0192'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1548 ***********************************************************************
 EJ1548  DESIGNATION -  N 134 RESET
 EJ1548  PID         -  EJ1548
 EJ1548  STATE/COUNTY-  AR/POLK
 EJ1548  USGS QUAD   -  PINE RIDGE (1985)
 EJ1548
 EJ1548                         *CURRENT SURVEY CONTROL
 EJ1548  ___________________________________________________________________
 EJ1548* NAD 83(1986)-  34 35 18.     (N)    093 59 53.     (W)     SCALED    
 EJ1548* NAVD 88     -       276.13   (+/-2cm)     905.9    (feet)  VERTCON   
 EJ1548  ___________________________________________________________________
 EJ1548  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EJ1548
 EJ1548  VERT ORDER  -  THIRD (See Below)
 EJ1548
 EJ1548.The horizontal coordinates were scaled from a topographic map and have
 EJ1548.an estimated accuracy of +/- 6 seconds.
 EJ1548
 EJ1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1548.The vertical order pertains to the NGVD 29 superseded value.
 EJ1548
 EJ1548.The geoid height was determined by GEOID03.
 EJ1548
 EJ1548;                    North         East    Units  Estimated Accuracy
 EJ1548;SPC AR S     -   614,930.      216,710.      MT  (+/- 180 meters Scaled)
 EJ1548
 EJ1548                          SUPERSEDED SURVEY CONTROL
 EJ1548
 EJ1548  NGVD 29 (08/21/02)  276.06   (m)          905.7    (f) RESET       3  
 EJ1548
 EJ1548.Superseded values are not recommended for survey control.
 EJ1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1548.See file dsdata.txt to determine how the superseded data were derived.
 EJ1548
 EJ1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU084278(NAD 83)
 EJ1548_MARKER: DB = BENCH MARK DISK
 EJ1548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1548_SP_SET: STEP
 EJ1548_STAMPING: N 134 RESET 1976
 EJ1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1548
 EJ1548  HISTORY     - Date     Condition        Report By
 EJ1548  HISTORY     - 1976     MONUMENTED       NGS
 EJ1548
 EJ1548                          STATION DESCRIPTION
 EJ1548
 EJ1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EJ1548'IN CHERRY HILL.
 EJ1548'0.2 MILE NORTH ALONG HIGHLAND ROAD FROM THE JUNCTION OF STATE HIGHWAY
 EJ1548'88 AT CHERRY HILL, 121 FEET WEST OF THE CENTER OF HIGHLAND ROAD, 109
 EJ1548'FEET NORTH OF A POWER POLE, 14 FEET EAST OF THE ENTRANCE OF CHERRY
 EJ1548'HILL METHODIST CHURCH.  A STANDARD NGS DISK SET IN DRILL HOLE IN
 EJ1548'NORTHEAST CORNER OF BOTTOM CONCRETE STEP OF CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1546 ***********************************************************************
 EJ1546  DESIGNATION -  N 135
 EJ1546  PID         -  EJ1546
 EJ1546  STATE/COUNTY-  AR/POLK
 EJ1546  USGS QUAD   -  PINE RIDGE (1985)
 EJ1546
 EJ1546                         *CURRENT SURVEY CONTROL
 EJ1546  ___________________________________________________________________
 EJ1546* NAD 83(1986)-  34 36 16.     (N)    093 59 03.     (W)     SCALED    
 EJ1546* NAVD 88     -       320.101  (meters)    1050.20   (feet)  ADJUSTED  
 EJ1546  ___________________________________________________________________
 EJ1546  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 EJ1546  DYNAMIC HT  -         319.762 (meters)    1049.09  (feet)  COMP
 EJ1546  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 EJ1546
 EJ1546  VERT ORDER  -  SECOND    CLASS 0
 EJ1546
 EJ1546.The horizontal coordinates were scaled from a topographic map and have
 EJ1546.an estimated accuracy of +/- 6 seconds.
 EJ1546
 EJ1546.The orthometric height was determined by differential leveling
 EJ1546.and adjusted by the National Geodetic Survey in June 1991..
 EJ1546
 EJ1546.The geoid height was determined by GEOID03.
 EJ1546
 EJ1546.The dynamic height is computed by dividing the NAVD 88
 EJ1546.geopotential number by the normal gravity value computed on the
 EJ1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1546.degrees latitude (g = 980.6199 gals.).
 EJ1546
 EJ1546.The modeled gravity was interpolated from observed gravity values.
 EJ1546
 EJ1546;                    North         East    Units  Estimated Accuracy
 EJ1546;SPC AR S     -   616,690.      218,020.      MT  (+/- 180 meters Scaled)
 EJ1546
 EJ1546                          SUPERSEDED SURVEY CONTROL
 EJ1546
 EJ1546  NGVD 29 (??/??/92)  320.019  (m)         1049.93   (f) ADJ UNCH    2 0
 EJ1546
 EJ1546.Superseded values are not recommended for survey control.
 EJ1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1546.See file dsdata.txt to determine how the superseded data were derived.
 EJ1546
 EJ1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU097296(NAD 83)
 EJ1546_MARKER: DB = BENCH MARK DISK
 EJ1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1546_STAMPING: N-135 1935
 EJ1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1546+STABILITY: SURFACE MOTION
 EJ1546
 EJ1546  HISTORY     - Date     Condition        Report By
 EJ1546  HISTORY     - 1935     MONUMENTED       CGS
 EJ1546  HISTORY     - 1961     GOOD             NGS
 EJ1546
 EJ1546                          STATION DESCRIPTION
 EJ1546
 EJ1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1546'1.6 MI NE FROM CHERRY HILL.
 EJ1546'1.6 MILES NORTHEAST OF, ALONG THE HIGHLAND ROAD, FROM THE CHERRY HILL
 EJ1546'CONSOLIDATED SCHOOL.  ABOUT .7 MILE NORTHEAST OF FORD OF ROBINSON
 EJ1546'CREEK.  AT SUMMIT OF A HILL.  40.4 FEET NORTHWEST OF ROAD CENTERLINE.
 EJ1546'39.5 FEET SOUTHWEST OF CENTER OF GATE TO HATTIE JOHNSONS FARM HOUSE. 1
 EJ1546'FT. SOUTH OF PROPERTY-LINE FENCE.  TABLET SET IN PRECAST CONCRETE
 EJ1546'POST.
 EJ1546
 EJ1546                          STATION RECOVERY (1961)
 EJ1546
 EJ1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1169 ***********************************************************************
 EJ1169  DESIGNATION -  N 136
 EJ1169  PID         -  EJ1169
 EJ1169  STATE/COUNTY-  AR/CLARK
 EJ1169  USGS QUAD   -  CHALYBEATE MTN EAST (1975)
 EJ1169
 EJ1169                         *CURRENT SURVEY CONTROL
 EJ1169  ___________________________________________________________________
 EJ1169* NAD 83(1986)-  34 12 40.     (N)    093 19 40.     (W)     SCALED    
 EJ1169* NAVD 88     -       205.771  (meters)     675.10   (feet)  ADJUSTED  
 EJ1169  ___________________________________________________________________
 EJ1169  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EJ1169  DYNAMIC HT  -         205.562 (meters)     674.41  (feet)  COMP
 EJ1169  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 EJ1169
 EJ1169  VERT ORDER  -  SECOND    CLASS 0
 EJ1169
 EJ1169.The horizontal coordinates were scaled from a topographic map and have
 EJ1169.an estimated accuracy of +/- 6 seconds.
 EJ1169
 EJ1169.The orthometric height was determined by differential leveling
 EJ1169.and adjusted by the National Geodetic Survey in June 1991..
 EJ1169
 EJ1169.The geoid height was determined by GEOID03.
 EJ1169
 EJ1169.The dynamic height is computed by dividing the NAVD 88
 EJ1169.geopotential number by the normal gravity value computed on the
 EJ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1169.degrees latitude (g = 980.6199 gals.).
 EJ1169
 EJ1169.The modeled gravity was interpolated from observed gravity values.
 EJ1169
 EJ1169;                    North         East    Units  Estimated Accuracy
 EJ1169;SPC AR S     -   572,090.      277,650.      MT  (+/- 180 meters Scaled)
 EJ1169
 EJ1169                          SUPERSEDED SURVEY CONTROL
 EJ1169
 EJ1169  NGVD 29 (??/??/92)  205.766  (m)          675.08   (f) ADJ UNCH    2 0
 EJ1169
 EJ1169.Superseded values are not recommended for survey control.
 EJ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1169.See file dsdata.txt to determine how the superseded data were derived.
 EJ1169
 EJ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT698856(NAD 83)
 EJ1169_MARKER: DB = BENCH MARK DISK
 EJ1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1169_STAMPING: N 136 1935
 EJ1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1169+STABILITY: SURFACE MOTION
 EJ1169
 EJ1169  HISTORY     - Date     Condition        Report By
 EJ1169  HISTORY     - 1935     MONUMENTED       CGS
 EJ1169  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1169
 EJ1169                          STATION DESCRIPTION
 EJ1169
 EJ1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1169'3.1 MI SE FROM ALPINE.
 EJ1169'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SCHOOL AT ALPINE,
 EJ1169'0.9 MILE WEST OF A HIGHWAY BRIDGE MARKED 8-5-10.9, 240 FEET WEST OF
 EJ1169'THE JUNCTION OF SKYLINE DRIVE, 36 FEET NORTH OF THE CENTERLINE OF THE
 EJ1169'HIGHWAY, AND 28.5 FEET WEST OF A 14-INCH BLAZED OAK TREE.  A STANDARD
 EJ1169'DISK, STAMPED N 136 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1169
 EJ1169                          STATION RECOVERY (1975)
 EJ1169
 EJ1169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1192 ***********************************************************************
 EJ1192  DESIGNATION -  N 137
 EJ1192  PID         -  EJ1192
 EJ1192  STATE/COUNTY-  AR/GARLAND
 EJ1192  USGS QUAD   -  PEARCY (1976)
 EJ1192
 EJ1192                         *CURRENT SURVEY CONTROL
 EJ1192  ___________________________________________________________________
 EJ1192* NAD 83(1986)-  34 24 00.     (N)    093 15 16.     (W)     SCALED    
 EJ1192* NAVD 88     -       165.161  (meters)     541.87   (feet)  ADJUSTED  
 EJ1192  ___________________________________________________________________
 EJ1192  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EJ1192  DYNAMIC HT  -         164.995 (meters)     541.32  (feet)  COMP
 EJ1192  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 EJ1192
 EJ1192  VERT ORDER  -  SECOND    CLASS 0
 EJ1192
 EJ1192.The horizontal coordinates were scaled from a topographic map and have
 EJ1192.an estimated accuracy of +/- 6 seconds.
 EJ1192
 EJ1192.The orthometric height was determined by differential leveling
 EJ1192.and adjusted by the National Geodetic Survey in June 1991..
 EJ1192
 EJ1192.The geoid height was determined by GEOID03.
 EJ1192
 EJ1192.The dynamic height is computed by dividing the NAVD 88
 EJ1192.geopotential number by the normal gravity value computed on the
 EJ1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1192.degrees latitude (g = 980.6199 gals.).
 EJ1192
 EJ1192.The modeled gravity was interpolated from observed gravity values.
 EJ1192
 EJ1192;                    North         East    Units  Estimated Accuracy
 EJ1192;SPC AR S     -   592,960.      284,660.      MT  (+/- 180 meters Scaled)
 EJ1192
 EJ1192                          SUPERSEDED SURVEY CONTROL
 EJ1192
 EJ1192  NGVD 29 (??/??/92)  165.15   (m)          541.8    (f) COMPUTED    2 0
 EJ1192
 EJ1192.Superseded values are not recommended for survey control.
 EJ1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1192.See file dsdata.txt to determine how the superseded data were derived.
 EJ1192
 EJ1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU766065(NAD 83)
 EJ1192_MARKER: DB = BENCH MARK DISK
 EJ1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1192_STAMPING: N 137 1935
 EJ1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1192+STABILITY: SURFACE MOTION
 EJ1192
 EJ1192  HISTORY     - Date     Condition        Report By
 EJ1192  HISTORY     - 1935     MONUMENTED       CGS
 EJ1192  HISTORY     - 1965     MARK NOT FOUND   USGS
 EJ1192
 EJ1192                          STATION DESCRIPTION
 EJ1192
 EJ1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1192'4.5 MI SE FROM PEARCY.
 EJ1192'4.5 MILES SOUTHEAST ALONG THE ROAD LEADING TO POINT CEDAR FROM THE
 EJ1192'POST OFFICE AT PEARCY, ABOUT 310 FEET EAST OF THE JUNCTION OF A ROAD
 EJ1192'LEADING NORTH AT G.F. BRADSHAW MAILBOX, 105 FEET WEST OF A SMALL
 EJ1192'BRIDGE OVER A CREEK, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 EJ1192'24.5 FEET NORTHEAST OF A 10-INCH BLAZED BEECH TREE.  A STANDARD DISK,
 EJ1192'STAMPED N 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1192
 EJ1192                          STATION RECOVERY (1965)
 EJ1192
 EJ1192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1200 ***********************************************************************
 EJ1200  DESIGNATION -  N 138
 EJ1200  PID         -  EJ1200
 EJ1200  STATE/COUNTY-  AR/CLARK
 EJ1200  USGS QUAD   -  POINT CEDAR (1976)
 EJ1200
 EJ1200                         *CURRENT SURVEY CONTROL
 EJ1200  ___________________________________________________________________
 EJ1200* NAD 83(1986)-  34 15 33.     (N)    093 16 09.     (W)     SCALED    
 EJ1200* NAVD 88     -       125.514  (meters)     411.79   (feet)  ADJUSTED  
 EJ1200  ___________________________________________________________________
 EJ1200  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EJ1200  DYNAMIC HT  -         125.388 (meters)     411.38  (feet)  COMP
 EJ1200  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 EJ1200
 EJ1200  VERT ORDER  -  SECOND    CLASS 0
 EJ1200
 EJ1200.The horizontal coordinates were scaled from a topographic map and have
 EJ1200.an estimated accuracy of +/- 6 seconds.
 EJ1200
 EJ1200.The orthometric height was determined by differential leveling
 EJ1200.and adjusted by the National Geodetic Survey in June 1991..
 EJ1200
 EJ1200.The geoid height was determined by GEOID03.
 EJ1200
 EJ1200.The dynamic height is computed by dividing the NAVD 88
 EJ1200.geopotential number by the normal gravity value computed on the
 EJ1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1200.degrees latitude (g = 980.6199 gals.).
 EJ1200
 EJ1200.The modeled gravity was interpolated from observed gravity values.
 EJ1200
 EJ1200;                    North         East    Units  Estimated Accuracy
 EJ1200;SPC AR S     -   577,350.      283,120.      MT  (+/- 180 meters Scaled)
 EJ1200
 EJ1200                          SUPERSEDED SURVEY CONTROL
 EJ1200
 EJ1200  NGVD 29 (??/??/92)  125.514  (m)          411.79   (f) ADJ UNCH    2 0
 EJ1200
 EJ1200.Superseded values are not recommended for survey control.
 EJ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1200.See file dsdata.txt to determine how the superseded data were derived.
 EJ1200
 EJ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT752909(NAD 83)
 EJ1200_MARKER: DB = BENCH MARK DISK
 EJ1200_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1200_SP_SET: SET IN ROCK OUTCROP
 EJ1200_STAMPING: N 138 1935
 EJ1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1200+STABILITY: POSITION/ELEVATION WELL
 EJ1200
 EJ1200  HISTORY     - Date     Condition        Report By
 EJ1200  HISTORY     - 1935     MONUMENTED       CGS
 EJ1200
 EJ1200                          STATION DESCRIPTION
 EJ1200
 EJ1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1200'5.4 MI S FROM BEATON.
 EJ1200'IN CLARK COUNTY, 5.4 MILES SOUTH ALONG THE ALBERT DAVIS ROAD FROM THE
 EJ1200'POST OFFICE AT BEATON, 2.0 MILES SOUTHEAST OF A FORD OF CADDO RIVER,
 EJ1200'1.0 MILE NORTHWEST OF THE JUNCTION OF THE SODOM ROAD, 0.2 MILE EAST OF
 EJ1200'BIG BRANCH CREEK, AT THE EAST FORK OF THE CREEK, 24 FEET SOUTHWEST OF
 EJ1200'A FORD OF THE CREEK, AND 17 FEET WEST OF AN 8-INCH BLAZED OAK TREE, IN
 EJ1200'THE TOP OF A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED N 138 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1187 ***********************************************************************
 EJ1187  DESIGNATION -  N 139
 EJ1187  PID         -  EJ1187
 EJ1187  STATE/COUNTY-  AR/HOT SPRING
 EJ1187  USGS QUAD   -  SOCIAL HILL (1978)
 EJ1187
 EJ1187                         *CURRENT SURVEY CONTROL
 EJ1187  ___________________________________________________________________
 EJ1187* NAD 83(1986)-  34 21 50.     (N)    092 59 06.     (W)     SCALED    
 EJ1187* NAVD 88     -       167.639  (meters)     550.00   (feet)  ADJUSTED  
 EJ1187  ___________________________________________________________________
 EJ1187  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ1187  DYNAMIC HT  -         167.475 (meters)     549.46  (feet)  COMP
 EJ1187  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 EJ1187
 EJ1187  VERT ORDER  -  SECOND    CLASS 0
 EJ1187
 EJ1187.The horizontal coordinates were scaled from a topographic map and have
 EJ1187.an estimated accuracy of +/- 6 seconds.
 EJ1187
 EJ1187.The orthometric height was determined by differential leveling
 EJ1187.and adjusted by the National Geodetic Survey in June 1991..
 EJ1187
 EJ1187.The geoid height was determined by GEOID03.
 EJ1187
 EJ1187.The dynamic height is computed by dividing the NAVD 88
 EJ1187.geopotential number by the normal gravity value computed on the
 EJ1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1187.degrees latitude (g = 980.6199 gals.).
 EJ1187
 EJ1187.The modeled gravity was interpolated from observed gravity values.
 EJ1187
 EJ1187;                    North         East    Units  Estimated Accuracy
 EJ1187;SPC AR S     -   588,680.      309,400.      MT  (+/- 180 meters Scaled)
 EJ1187
 EJ1187                          SUPERSEDED SURVEY CONTROL
 EJ1187
 EJ1187  NGVD 29 (??/??/92)  167.642  (m)          550.01   (f) ADJ UNCH    2 0
 EJ1187
 EJ1187.Superseded values are not recommended for survey control.
 EJ1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1187.See file dsdata.txt to determine how the superseded data were derived.
 EJ1187
 EJ1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU013025(NAD 83)
 EJ1187_MARKER: DB = BENCH MARK DISK
 EJ1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1187_STAMPING: N 139 1935
 EJ1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1187+STABILITY: SURFACE MOTION
 EJ1187
 EJ1187  HISTORY     - Date     Condition        Report By
 EJ1187  HISTORY     - 1935     MONUMENTED       CGS
 EJ1187  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1187
 EJ1187                          STATION DESCRIPTION
 EJ1187
 EJ1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1187'5.6 MI NW FROM SOCIAL HILL.
 EJ1187'5.6 MILES NORTHWEST ALONG THE OLD SOCIAL HILL-HOT SPRINGS ROAD FROM
 EJ1187'THE R.J. HODGES RESIDENCE AT SOCIAL HILL, ABOUT 400 FEET EAST OF THE
 EJ1187'INTERSECTION OF A DIM NORTH AND SOUTH ROAD AT THE ONEAL MAILBOX, 150
 EJ1187'FEET NORTHWEST OF A CURVE IN THE ROAD NEAR THE SUMMIT OF A RIDGE, 22
 EJ1187'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 10 FEET NORTHEAST OF A
 EJ1187'10-INCH BLAZED PINE TREE.  A STANDARD DISK, STAMPED N 139 1935 AND SET
 EJ1187'IN THE TOP OF A CONCRETE POST.
 EJ1187
 EJ1187                          STATION RECOVERY (1975)
 EJ1187
 EJ1187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1550 ***********************************************************************
 EH1550  DESIGNATION -  N 14
 EH1550  PID         -  EH1550
 EH1550  STATE/COUNTY-  AR/JEFFERSON
 EH1550  USGS QUAD   -  MOSCOW (1971)
 EH1550
 EH1550                         *CURRENT SURVEY CONTROL
 EH1550  ___________________________________________________________________
 EH1550* NAD 83(1986)-  34 08 41.     (N)    091 47 35.     (W)     SCALED    
 EH1550* NAVD 88     -        58.317  (meters)     191.33   (feet)  ADJUSTED  
 EH1550  ___________________________________________________________________
 EH1550  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH1550  DYNAMIC HT  -          58.261 (meters)     191.14  (feet)  COMP
 EH1550  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 EH1550
 EH1550  VERT ORDER  -  FIRST     CLASS II
 EH1550
 EH1550.The horizontal coordinates were scaled from a topographic map and have
 EH1550.an estimated accuracy of +/- 6 seconds.
 EH1550
 EH1550.The orthometric height was determined by differential leveling
 EH1550.and adjusted by the National Geodetic Survey in June 1991..
 EH1550.WARNING-Repeat measurements at this control monument indicate possible
 EH1550.vertical movement.
 EH1550
 EH1550.The geoid height was determined by GEOID03.
 EH1550
 EH1550.The dynamic height is computed by dividing the NAVD 88
 EH1550.geopotential number by the normal gravity value computed on the
 EH1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1550.degrees latitude (g = 980.6199 gals.).
 EH1550
 EH1550.The modeled gravity was interpolated from observed gravity values.
 EH1550
 EH1550;                    North         East    Units  Estimated Accuracy
 EH1550;SPC AR S     -   563,950.      419,090.      MT  (+/- 180 meters Scaled)
 EH1550
 EH1550                          SUPERSEDED SURVEY CONTROL
 EH1550
 EH1550  NGVD 29 (??/??/??)   58.384  (m)          191.55   (f) ADJUSTED    1 2
 EH1550
 EH1550.Superseded values are not recommended for survey control.
 EH1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1550.See file dsdata.txt to determine how the superseded data were derived.
 EH1550
 EH1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT112788(NAD 83)
 EH1550_MARKER: DB = BENCH MARK DISK
 EH1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1550_STAMPING: 191.430 N 14 1932
 EH1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1550+STABILITY: SURFACE MOTION
 EH1550
 EH1550  HISTORY     - Date     Condition        Report By
 EH1550  HISTORY     - 1932     MONUMENTED       CGS
 EH1550  HISTORY     - 1962     GOOD             USGS
 EH1550  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1550
 EH1550                          STATION DESCRIPTION
 EH1550
 EH1550'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EH1550'IN MOSCOW.
 EH1550'AT MOSCOW, JEFFERSON COUNTY, 27.5 FEET NE OF THE CEN. OF THE MAIN
 EH1550'TRACK OF THE MISSOURI PACIFIC RAILROAD, 10 FEET SE OF TELEGRAPH POLE,
 EH1550'32 FEET SW OF THE CEN. OF GRAVEL ROAD AND 382 FEET SE OF BRICK
 EH1550'BUILDING HOUSING U.S. POST OFFICE AND GROCERY.  A STANDARD DISK,
 EH1550'STAMPED 191.430 N 14 1932 AND SET IN THE TOP OF A CONCRETE POST.
 EH1550
 EH1550                          STATION RECOVERY (1984)
 EH1550
 EH1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1550'NOT RECOVERED, THE AREA HAS BEEN CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0723 ***********************************************************************
 EJ0723  DESIGNATION -  N 140
 EJ0723  PID         -  EJ0723
 EJ0723  STATE/COUNTY-  AR/HOT SPRING
 EJ0723  USGS QUAD   -  MALVERN NORTH (1978)
 EJ0723
 EJ0723                         *CURRENT SURVEY CONTROL
 EJ0723  ___________________________________________________________________
 EJ0723* NAD 83(1986)-  34 24 13.     (N)    092 49 26.     (W)     SCALED    
 EJ0723* NAVD 88     -       106.106  (meters)     348.12   (feet)  ADJUSTED  
 EJ0723  ___________________________________________________________________
 EJ0723  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EJ0723  DYNAMIC HT  -         106.005 (meters)     347.78  (feet)  COMP
 EJ0723  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 EJ0723
 EJ0723  VERT ORDER  -  SECOND    CLASS 0
 EJ0723
 EJ0723.The horizontal coordinates were scaled from a topographic map and have
 EJ0723.an estimated accuracy of +/- 6 seconds.
 EJ0723
 EJ0723.The orthometric height was determined by differential leveling
 EJ0723.and adjusted by the National Geodetic Survey in June 1991..
 EJ0723
 EJ0723.The geoid height was determined by GEOID03.
 EJ0723
 EJ0723.The dynamic height is computed by dividing the NAVD 88
 EJ0723.geopotential number by the normal gravity value computed on the
 EJ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0723.degrees latitude (g = 980.6199 gals.).
 EJ0723
 EJ0723.The modeled gravity was interpolated from observed gravity values.
 EJ0723
 EJ0723;                    North         East    Units  Estimated Accuracy
 EJ0723;SPC AR S     -   592,960.      324,250.      MT  (+/- 180 meters Scaled)
 EJ0723
 EJ0723                          SUPERSEDED SURVEY CONTROL
 EJ0723
 EJ0723  NGVD 29 (??/??/92)  106.116  (m)          348.15   (f) ADJ UNCH    2 0
 EJ0723
 EJ0723.Superseded values are not recommended for survey control.
 EJ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0723.See file dsdata.txt to determine how the superseded data were derived.
 EJ0723
 EJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU161069(NAD 83)
 EJ0723_MARKER: DB = BENCH MARK DISK
 EJ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0723_STAMPING: N 140 1935
 EJ0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0723+STABILITY: SURFACE MOTION
 EJ0723
 EJ0723  HISTORY     - Date     Condition        Report By
 EJ0723  HISTORY     - 1935     MONUMENTED       CGS
 EJ0723  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0723
 EJ0723                          STATION DESCRIPTION
 EJ0723
 EJ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0723'1.8 MI S FROM BUTTERFIELD.
 EJ0723'1.8 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE POST OFFICE AT
 EJ0723'BUTTERFIELD, 1.2 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 84, 0.1
 EJ0723'MILE SOUTH OF A CURVE AT THE SUMMIT OF A HILL, 165 FEET SOUTH OF POLE
 EJ0723'76, 140 FEET NORTH OF A GATE TO THE BEN TAYLOR FARMHOUSE, 38 FEET WEST
 EJ0723'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF A FENCE.  A
 EJ0723'STANDARD DISK, STAMPED N 140 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0723'POST.
 EJ0723
 EJ0723                          STATION RECOVERY (1975)
 EJ0723
 EJ0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1438 ***********************************************************************
 FG1438  DESIGNATION -  N 141
 FG1438  PID         -  FG1438
 FG1438  STATE/COUNTY-  AR/FRANKLIN
 FG1438  USGS QUAD   -  YALE (1973)
 FG1438
 FG1438                         *CURRENT SURVEY CONTROL
 FG1438  ___________________________________________________________________
 FG1438* NAD 83(1986)-  35 40 00.     (N)    093 43 01.     (W)     SCALED    
 FG1438* NAVD 88     -       465.193  (meters)    1526.22   (feet)  ADJUSTED  
 FG1438  ___________________________________________________________________
 FG1438  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FG1438  DYNAMIC HT  -         464.760 (meters)    1524.80  (feet)  COMP
 FG1438  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FG1438
 FG1438  VERT ORDER  -  SECOND    CLASS 0
 FG1438
 FG1438.The horizontal coordinates were scaled from a topographic map and have
 FG1438.an estimated accuracy of +/- 6 seconds.
 FG1438
 FG1438.The orthometric height was determined by differential leveling
 FG1438.and adjusted by the National Geodetic Survey in June 1991..
 FG1438
 FG1438.The geoid height was determined by GEOID03.
 FG1438
 FG1438.The dynamic height is computed by dividing the NAVD 88
 FG1438.geopotential number by the normal gravity value computed on the
 FG1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1438.degrees latitude (g = 980.6199 gals.).
 FG1438
 FG1438.The modeled gravity was interpolated from observed gravity values.
 FG1438
 FG1438;                    North         East    Units  Estimated Accuracy
 FG1438;SPC AR N     -   149,280.      244,560.      MT  (+/- 180 meters Scaled)
 FG1438
 FG1438                          SUPERSEDED SURVEY CONTROL
 FG1438
 FG1438  NGVD 29 (??/??/92)  465.127  (m)         1526.00   (f) ADJ UNCH    2 0
 FG1438
 FG1438.Superseded values are not recommended for survey control.
 FG1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1438.See file dsdata.txt to determine how the superseded data were derived.
 FG1438
 FG1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV351472(NAD 83)
 FG1438_MARKER: DB = BENCH MARK DISK
 FG1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1438_STAMPING: N 141 1935
 FG1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1438+STABILITY: SURFACE MOTION
 FG1438
 FG1438  HISTORY     - Date     Condition        Report By
 FG1438  HISTORY     - 1935     MONUMENTED       CGS
 FG1438  HISTORY     - 1959     GOOD             NGS
 FG1438
 FG1438                          STATION DESCRIPTION
 FG1438
 FG1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1438'1.7 MI W FROM TAFT.
 FG1438'1.7 MILES WEST ALONG THE CASS-TAFT ROAD FROM THE POST OFFICE AT TAFT,
 FG1438'FRANKLIN COUNTY, 34 FEET NORTHWEST OF THE WEST CORNER OF THE FRED
 FG1438'MITCHELL FARMHOUSE, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7
 FG1438'FEET NORTHEAST OF A NORTHWEST FENCE CORNER, AND 1 FOOT NORTHWEST OF A
 FG1438'FENCE.  A STANDARD DISK, STAMPED N 141 1935 AND SET IN THE TOP OF A
 FG1438'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1471 ***********************************************************************
 FG1471  DESIGNATION -  N 142
 FG1471  PID         -  FG1471
 FG1471  STATE/COUNTY-  AR/JOHNSON
 FG1471  USGS QUAD   -  HARMONY (1963)
 FG1471
 FG1471                         *CURRENT SURVEY CONTROL
 FG1471  ___________________________________________________________________
 FG1471* NAD 83(1986)-  35 36 57.     (N)    093 33 48.     (W)     SCALED    
 FG1471* NAVD 88     -       612.498  (meters)    2009.50   (feet)  ADJUSTED  
 FG1471  ___________________________________________________________________
 FG1471  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FG1471  DYNAMIC HT  -         611.907 (meters)    2007.56  (feet)  COMP
 FG1471  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 FG1471
 FG1471  VERT ORDER  -  SECOND    CLASS 0
 FG1471
 FG1471.The horizontal coordinates were scaled from a topographic map and have
 FG1471.an estimated accuracy of +/- 6 seconds.
 FG1471
 FG1471.The orthometric height was determined by differential leveling
 FG1471.and adjusted by the National Geodetic Survey in June 1991..
 FG1471
 FG1471.The geoid height was determined by GEOID03.
 FG1471
 FG1471.The dynamic height is computed by dividing the NAVD 88
 FG1471.geopotential number by the normal gravity value computed on the
 FG1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1471.degrees latitude (g = 980.6199 gals.).
 FG1471
 FG1471.The modeled gravity was interpolated from observed gravity values.
 FG1471
 FG1471;                    North         East    Units  Estimated Accuracy
 FG1471;SPC AR N     -   143,410.      258,380.      MT  (+/- 180 meters Scaled)
 FG1471
 FG1471                          SUPERSEDED SURVEY CONTROL
 FG1471
 FG1471  NGVD 29 (??/??/92)  612.453  (m)         2009.36   (f) ADJ UNCH    2 0
 FG1471
 FG1471.Superseded values are not recommended for survey control.
 FG1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1471.See file dsdata.txt to determine how the superseded data were derived.
 FG1471
 FG1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV489414(NAD 83)
 FG1471_MARKER: DB = BENCH MARK DISK
 FG1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1471_STAMPING: N 142 1935
 FG1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1471+STABILITY: SURFACE MOTION
 FG1471
 FG1471  HISTORY     - Date     Condition        Report By
 FG1471  HISTORY     - 1935     MONUMENTED       CGS
 FG1471  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1471
 FG1471                          STATION DESCRIPTION
 FG1471
 FG1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1471'6.7 MI N FROM HARMONY.
 FG1471'6.7 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE KING STORE AT
 FG1471'HARMONY, JOHNSON COUNTY, 1.8 MILES EAST ALONG THE OZONE-BATSON ROAD,
 FG1471'ON A RIDGE, AT THE SOUTHEAST SIDE OF A KNOLL, 68 FEET SOUTHEAST OF THE
 FG1471'TOP OF A SUDDEN SLOPE, 37 FEET SOUTHEAST OF A ROAD FORK, AND 25 FEET
 FG1471'SOUTHWEST OF A 24-INCH OAK TREE.  A STANDARD DISK, STAMPED N 142 1935
 FG1471'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1379 ***********************************************************************
 FG1379  DESIGNATION -  N 143
 FG1379  PID         -  FG1379
 FG1379  STATE/COUNTY-  AR/MADISON
 FG1379  USGS QUAD   -  DELANEY (1973)
 FG1379
 FG1379                         *CURRENT SURVEY CONTROL
 FG1379  ___________________________________________________________________
 FG1379* NAD 83(1986)-  35 51 51.     (N)    093 55 33.     (W)     SCALED    
 FG1379* NAVD 88     -       428.697  (meters)    1406.48   (feet)  ADJUSTED  
 FG1379  ___________________________________________________________________
 FG1379  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG1379  DYNAMIC HT  -         428.297 (meters)    1405.17  (feet)  COMP
 FG1379  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 FG1379
 FG1379  VERT ORDER  -  SECOND    CLASS 0
 FG1379
 FG1379.The horizontal coordinates were scaled from a topographic map and have
 FG1379.an estimated accuracy of +/- 6 seconds.
 FG1379
 FG1379.The orthometric height was determined by differential leveling
 FG1379.and adjusted by the National Geodetic Survey in June 1991..
 FG1379
 FG1379.The geoid height was determined by GEOID03.
 FG1379
 FG1379.The dynamic height is computed by dividing the NAVD 88
 FG1379.geopotential number by the normal gravity value computed on the
 FG1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1379.degrees latitude (g = 980.6199 gals.).
 FG1379
 FG1379.The modeled gravity was interpolated from observed gravity values.
 FG1379
 FG1379;                    North         East    Units  Estimated Accuracy
 FG1379;SPC AR N     -   171,540.      226,080.      MT  (+/- 180 meters Scaled)
 FG1379
 FG1379                          SUPERSEDED SURVEY CONTROL
 FG1379
 FG1379  NGVD 29 (??/??/92)  428.560  (m)         1406.03   (f) ADJ UNCH    2 0
 FG1379
 FG1379.Superseded values are not recommended for survey control.
 FG1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1379.See file dsdata.txt to determine how the superseded data were derived.
 FG1379
 FG1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV164692(NAD 83)
 FG1379_MARKER: DB = BENCH MARK DISK
 FG1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1379_STAMPING: N 143 1935
 FG1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1379+STABILITY: SURFACE MOTION
 FG1379
 FG1379  HISTORY     - Date     Condition        Report By
 FG1379  HISTORY     - 1935     MONUMENTED       CGS
 FG1379  HISTORY     - 1960     GOOD             NGS
 FG1379
 FG1379                          STATION DESCRIPTION
 FG1379
 FG1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1379'1.2 MI S FROM CROSSES.
 FG1379'1.2 MILES SOUTH ALONG THE HEALTH-CROSSES ROAD FROM THE ST. LOUIS-SAN
 FG1379'FRANCISCO RAILWAY STATION AT CROSSES, MADISON COUNTY, 105 FEET
 FG1379'NORTHEAST OF A SMALL BRANCH RUNNING INTO CROSSES CREEK, 51 FEET WEST
 FG1379'OF THE SOUTHEAST CORNER OF THE TINSEL BAKER FARMHOUSE, 37 FEET EAST OF
 FG1379'THE CENTERLINE OF THE ROAD, 14 FEET SOUTHWEST OF A GATE, 7 FEET NORTH
 FG1379'OF A SOUTHWEST FENCE CORNER, AND 1 FOOT WEST OF A FENCE.  A STANDARD
 FG1379'DISK, STAMPED N 143 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0512 ***********************************************************************
 GF0512  DESIGNATION -  N 145
 GF0512  PID         -  GF0512
 GF0512  STATE/COUNTY-  AR/MADISON
 GF0512  USGS QUAD   -  KINGSTON (1973)
 GF0512
 GF0512                         *CURRENT SURVEY CONTROL
 GF0512  ___________________________________________________________________
 GF0512* NAD 83(1986)-  36 06 43.     (N)    093 33 16.     (W)     SCALED    
 GF0512* NAVD 88     -       406.795  (meters)    1334.63   (feet)  ADJUSTED  
 GF0512  ___________________________________________________________________
 GF0512  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GF0512  DYNAMIC HT  -         406.422 (meters)    1333.40  (feet)  COMP
 GF0512  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 GF0512
 GF0512  VERT ORDER  -  SECOND    CLASS 0
 GF0512
 GF0512.The horizontal coordinates were scaled from a topographic map and have
 GF0512.an estimated accuracy of +/- 6 seconds.
 GF0512
 GF0512.The orthometric height was determined by differential leveling
 GF0512.and adjusted by the National Geodetic Survey in June 1991..
 GF0512
 GF0512.The geoid height was determined by GEOID03.
 GF0512
 GF0512.The dynamic height is computed by dividing the NAVD 88
 GF0512.geopotential number by the normal gravity value computed on the
 GF0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0512.degrees latitude (g = 980.6199 gals.).
 GF0512
 GF0512.The modeled gravity was interpolated from observed gravity values.
 GF0512
 GF0512;                    North         East    Units  Estimated Accuracy
 GF0512;SPC AR N     -   198,430.      260,050.      MT  (+/- 180 meters Scaled)
 GF0512
 GF0512                          SUPERSEDED SURVEY CONTROL
 GF0512
 GF0512  NGVD 29 (??/??/92)  406.672  (m)         1334.22   (f) ADJ UNCH    2 0
 GF0512
 GF0512.Superseded values are not recommended for survey control.
 GF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0512.See file dsdata.txt to determine how the superseded data were derived.
 GF0512
 GF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV501965(NAD 83)
 GF0512_MARKER: DB = BENCH MARK DISK
 GF0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0512_STAMPING: N 145 1935
 GF0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0512+STABILITY: SURFACE MOTION
 GF0512
 GF0512  HISTORY     - Date     Condition        Report By
 GF0512  HISTORY     - 1935     MONUMENTED       CGS
 GF0512  HISTORY     - 1987     POOR             USPSQD
 GF0512
 GF0512                          STATION DESCRIPTION
 GF0512
 GF0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0512'5.4 MI N FROM KINGSTON.
 GF0512'5.4 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE BRIDGE AT KINGSTON,
 GF0512'MADISON COUNTY, 120 FEET NORTHEAST OF A FARMHOUSE, 120 FEET EAST
 GF0512'OF A SMALL HILL, 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GF0512'IN AN OUTCROP OF ROCKS BETWEEN TWO SMALL HILLS, AND 27 FEET
 GF0512'SOUTHWEST OF A 30-INCH OAK TREE.  A STANDARD DISK, STAMPED N 145
 GF0512'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0512
 GF0512                          STATION RECOVERY (1987)
 GF0512
 GF0512'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0512'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0146 ***********************************************************************
 GF0146  DESIGNATION -  N 146
 GF0146  PID         -  GF0146
 GF0146  STATE/COUNTY-  AR/SEARCY
 GF0146  USGS QUAD   -  ST JOE (1967)
 GF0146
 GF0146                         *CURRENT SURVEY CONTROL
 GF0146  ___________________________________________________________________
 GF0146* NAD 83(1986)-  36 01 47.     (N)    092 48 07.     (W)     SCALED    
 GF0146* NAVD 88     -       242.093  (meters)     794.27   (feet)  ADJUSTED  
 GF0146  ___________________________________________________________________
 GF0146  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0146  DYNAMIC HT  -         241.877 (meters)     793.56  (feet)  COMP
 GF0146  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 GF0146
 GF0146  VERT ORDER  -  SECOND    CLASS 0
 GF0146
 GF0146.The horizontal coordinates were scaled from a topographic map and have
 GF0146.an estimated accuracy of +/- 6 seconds.
 GF0146
 GF0146.The orthometric height was determined by differential leveling
 GF0146.and adjusted by the National Geodetic Survey in June 1991..
 GF0146
 GF0146.The geoid height was determined by GEOID03.
 GF0146
 GF0146.The dynamic height is computed by dividing the NAVD 88
 GF0146.geopotential number by the normal gravity value computed on the
 GF0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0146.degrees latitude (g = 980.6199 gals.).
 GF0146
 GF0146.The modeled gravity was interpolated from observed gravity values.
 GF0146
 GF0146;                    North         East    Units  Estimated Accuracy
 GF0146;SPC AR N     -   188,500.      327,720.      MT  (+/- 180 meters Scaled)
 GF0146
 GF0146                          SUPERSEDED SURVEY CONTROL
 GF0146
 GF0146  NGVD 29 (??/??/92)  241.977  (m)          793.89   (f) ADJ UNCH    2 0
 GF0146
 GF0146.Superseded values are not recommended for survey control.
 GF0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0146.See file dsdata.txt to determine how the superseded data were derived.
 GF0146
 GF0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV178872(NAD 83)
 GF0146_MARKER: DB = BENCH MARK DISK
 GF0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0146_STAMPING: N-146 1935
 GF0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0146+STABILITY: SURFACE MOTION
 GF0146
 GF0146  HISTORY     - Date     Condition        Report By
 GF0146  HISTORY     - 1935     MONUMENTED       CGS
 GF0146
 GF0146                          STATION DESCRIPTION
 GF0146
 GF0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0146'IN ST JOE.
 GF0146'MARK SET AT MISSOURI AND NORTH ARKANSAS RY. STATION, 84.2 FEET
 GF0146'NORTHWEST OF NORTHWEST CORNER OF RAILROAD STATION, 64.1 FT.
 GF0146'NORTH OF CENTERLINE OF RAILWAY MAIN TRACK, 41.5 FEET SOUTH OF
 GF0146'CENTERLINE OF U.S. HWY. 65, 6.5 FT. EAST OF EAST SIDE OF CONCRETE
 GF0146'WALK TO STATION, 1.5 FT. SOUTHWEST OF TELEPHONE POLE.  TABLET
 GF0146'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0522 ***********************************************************************
 FG0522  DESIGNATION -  N 147
 FG0522  PID         -  FG0522
 FG0522  STATE/COUNTY-  AR/POPE
 FG0522  USGS QUAD   -  TILLY (1980)
 FG0522
 FG0522                         *CURRENT SURVEY CONTROL
 FG0522  ___________________________________________________________________
 FG0522* NAD 83(1986)-  35 42 41.     (N)    092 49 09.     (W)     SCALED    
 FG0522* NAVD 88     -       585.975  (meters)    1922.49   (feet)  ADJUSTED  
 FG0522  ___________________________________________________________________
 FG0522  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG0522  DYNAMIC HT  -         585.403 (meters)    1920.61  (feet)  COMP
 FG0522  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 FG0522
 FG0522  VERT ORDER  -  SECOND    CLASS 0
 FG0522
 FG0522.The horizontal coordinates were scaled from a topographic map and have
 FG0522.an estimated accuracy of +/- 6 seconds.
 FG0522
 FG0522.The orthometric height was determined by differential leveling
 FG0522.and adjusted by the National Geodetic Survey in June 1991..
 FG0522
 FG0522.The geoid height was determined by GEOID03.
 FG0522
 FG0522.The dynamic height is computed by dividing the NAVD 88
 FG0522.geopotential number by the normal gravity value computed on the
 FG0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0522.degrees latitude (g = 980.6199 gals.).
 FG0522
 FG0522.The modeled gravity was interpolated from observed gravity values.
 FG0522
 FG0522;                    North         East    Units  Estimated Accuracy
 FG0522;SPC AR N     -   153,190.      325,880.      MT  (+/- 180 meters Scaled)
 FG0522
 FG0522                          SUPERSEDED SURVEY CONTROL
 FG0522
 FG0522  NGVD 29 (??/??/92)  585.880  (m)         1922.17   (f) ADJ UNCH    2 0
 FG0522
 FG0522.Superseded values are not recommended for survey control.
 FG0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0522.See file dsdata.txt to determine how the superseded data were derived.
 FG0522
 FG0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV163519(NAD 83)
 FG0522_MARKER: DB = BENCH MARK DISK
 FG0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0522_STAMPING: N 147 1935
 FG0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0522+STABILITY: SURFACE MOTION
 FG0522
 FG0522  HISTORY     - Date     Condition        Report By
 FG0522  HISTORY     - 1935     MONUMENTED       CGS
 FG0522
 FG0522                          STATION DESCRIPTION
 FG0522
 FG0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0522'3.4 MI NW FROM UNA.
 FG0522'IN POPE COUNTY, 3.4 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE
 FG0522'JUNCTION OF THE CHIMES ROAD AT UNA, VAN BUREN COUNTY, ACROSS THE
 FG0522'HIGHWAY FROM THE U. G. HORN CONOCO SERVICE STATION, 42 FEET SOUTHWEST
 FG0522'OF THE CENTERLINE OF THE HIGHWAY, 32 FEET NORTHWEST OF THE CENTERLINE
 FG0522'OF A ROAD LEADING SOUTHWEST, 21 FEET NORTHWEST OF A SOUTHEAST FENCE
 FG0522'CORNER, 15 FEET SOUTHWEST OF A CLUSTER OF 4 SMALL OAK TREES, AND 1 1/2
 FG0522'FEET NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED N 147 1935 AND
 FG0522'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0672 ***********************************************************************
 FG0672  DESIGNATION -  N 148
 FG0672  PID         -  FG0672
 FG0672  STATE/COUNTY-  AR/VAN BUREN
 FG0672  USGS QUAD   -  LOST CORNER (1980)
 FG0672
 FG0672                         *CURRENT SURVEY CONTROL
 FG0672  ___________________________________________________________________
 FG0672* NAD 83(1986)-  35 32 25.     (N)    092 49 21.     (W)     SCALED    
 FG0672* NAVD 88     -       456.862  (meters)    1498.89   (feet)  ADJUSTED  
 FG0672  ___________________________________________________________________
 FG0672  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG0672  DYNAMIC HT  -         456.415 (meters)    1497.42  (feet)  COMP
 FG0672  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 FG0672
 FG0672  VERT ORDER  -  SECOND    CLASS 0
 FG0672
 FG0672.The horizontal coordinates were scaled from a topographic map and have
 FG0672.an estimated accuracy of +/- 6 seconds.
 FG0672
 FG0672.The orthometric height was determined by differential leveling
 FG0672.and adjusted by the National Geodetic Survey in June 1991..
 FG0672
 FG0672.The geoid height was determined by GEOID03.
 FG0672
 FG0672.The dynamic height is computed by dividing the NAVD 88
 FG0672.geopotential number by the normal gravity value computed on the
 FG0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0672.degrees latitude (g = 980.6199 gals.).
 FG0672
 FG0672.The modeled gravity was interpolated from observed gravity values.
 FG0672
 FG0672;                    North         East    Units  Estimated Accuracy
 FG0672;SPC AR N     -   134,210.      325,420.      MT  (+/- 180 meters Scaled)
 FG0672
 FG0672                          SUPERSEDED SURVEY CONTROL
 FG0672
 FG0672  NGVD 29 (??/??/92)  456.807  (m)         1498.71   (f) ADJ UNCH    2 0
 FG0672
 FG0672.Superseded values are not recommended for survey control.
 FG0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0672.See file dsdata.txt to determine how the superseded data were derived.
 FG0672
 FG0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV160329(NAD 83)
 FG0672_MARKER: DB = BENCH MARK DISK
 FG0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0672_STAMPING: N 148 1935
 FG0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0672+STABILITY: SURFACE MOTION
 FG0672
 FG0672  HISTORY     - Date     Condition        Report By
 FG0672  HISTORY     - 1935     MONUMENTED       CGS
 FG0672
 FG0672                          STATION DESCRIPTION
 FG0672
 FG0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0672'3.8 MI SE FROM LOST CORNER.
 FG0672'3.8 MILES SOUTHEAST ALONG THE CLEVELAND ROAD FROM THE POST OFFICE AT
 FG0672'LOST CORNER, POPE COUNTY, 0.2 MILE NORTHEAST OF A NORTH FENCE CORNER,
 FG0672'80 FEET WEST OF A STONE CULVERT, AT THE EAST CORNER OF AN UNFENCED
 FG0672'FIELD NORTHWEST OF THE ROAD, 22 FEET NORTH OF THE CENTERLINE OF THE
 FG0672'ROAD, 7 1/2 FEET SOUTHEAST OF A BLAZED 20-INCH HICKORY TREE, AND 6
 FG0672'FEET NORTH OF A 6-INCH HICKORY TREE.  A STANDARD DISK, STAMPED N 148
 FG0672'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0598 ***********************************************************************
 FG0598  DESIGNATION -  N 149
 FG0598  PID         -  FG0598
 FG0598  STATE/COUNTY-  AR/SEARCY
 FG0598  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0598
 FG0598                         *CURRENT SURVEY CONTROL
 FG0598  ___________________________________________________________________
 FG0598* NAD 83(1986)-  35 51 51.     (N)    092 47 59.     (W)     SCALED    
 FG0598* NAVD 88     -       288.360  (meters)     946.06   (feet)  ADJUSTED  
 FG0598  ___________________________________________________________________
 FG0598  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG0598  DYNAMIC HT  -         288.097 (meters)     945.20  (feet)  COMP
 FG0598  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FG0598
 FG0598  VERT ORDER  -  SECOND    CLASS 0
 FG0598
 FG0598.The horizontal coordinates were scaled from a topographic map and have
 FG0598.an estimated accuracy of +/- 6 seconds.
 FG0598
 FG0598.The orthometric height was determined by differential leveling
 FG0598.and adjusted by the National Geodetic Survey in June 1991..
 FG0598
 FG0598.The geoid height was determined by GEOID03.
 FG0598
 FG0598.The dynamic height is computed by dividing the NAVD 88
 FG0598.geopotential number by the normal gravity value computed on the
 FG0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0598.degrees latitude (g = 980.6199 gals.).
 FG0598
 FG0598.The modeled gravity was interpolated from observed gravity values.
 FG0598
 FG0598;                    North         East    Units  Estimated Accuracy
 FG0598;SPC AR N     -   170,130.      327,780.      MT  (+/- 180 meters Scaled)
 FG0598
 FG0598                          SUPERSEDED SURVEY CONTROL
 FG0598
 FG0598  NGVD 29 (??/??/92)  288.259  (m)          945.73   (f) ADJ UNCH    2 0
 FG0598
 FG0598.Superseded values are not recommended for survey control.
 FG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0598.See file dsdata.txt to determine how the superseded data were derived.
 FG0598
 FG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV180689(NAD 83)
 FG0598_MARKER: DB = BENCH MARK DISK
 FG0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0598_STAMPING: N 149 1935
 FG0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0598+STABILITY: SURFACE MOTION
 FG0598
 FG0598  HISTORY     - Date     Condition        Report By
 FG0598  HISTORY     - 1935     MONUMENTED       CGS
 FG0598  HISTORY     - 1975     POOR             USGS
 FG0598
 FG0598                          STATION DESCRIPTION
 FG0598
 FG0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0598'4.3 MI SE FROM SNOWBALL.
 FG0598'4.3 MILES SOUTHEAST ALONG THE BEAR CREEK ROAD FROM THE POST OFFICE AT
 FG0598'SNOWBALL, SEARCY COUNTY, 0.2 MILE SOUTH OF THE NEWMAN CAMPBELL
 FG0598'FARMHOUSE, 48 FEET SOUTHWEST OF THE JUNCTION OF A ROAD LEADING WEST,
 FG0598'41 FEET WEST OF THE CENTERLINE OF THE BEAR CREEK ROAD, 20 FEET SOUTH
 FG0598'OF THE CENTERLINE OF THE ROAD LEADING WEST, 8 1/2 FEET WEST OF A
 FG0598'NORTHWEST FENCE CORNER, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK,
 FG0598'STAMPED N 149 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- MARK
 FG0598'HAS BEEN HIT BY SOME HEAVY MACHINERY.
 FG0598
 FG0598                          STATION RECOVERY (1975)
 FG0598
 FG0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FG0598'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0600 ***********************************************************************
 FF0600  DESIGNATION -  N 15
 FF0600  PID         -  FF0600
 FF0600  STATE/COUNTY-  AR/ST FRANCIS
 FF0600  USGS QUAD   -  FORREST CITY (1976)
 FF0600
 FF0600                         *CURRENT SURVEY CONTROL
 FF0600  ___________________________________________________________________
 FF0600* NAD 83(1986)-  35 00 37.     (N)    090 47 09.     (W)     SCALED    
 FF0600* NAVD 88     -        84.165  (meters)     276.13   (feet)  ADJUSTED  
 FF0600  ___________________________________________________________________
 FF0600  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0600  DYNAMIC HT  -          84.089 (meters)     275.88  (feet)  COMP
 FF0600  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 FF0600
 FF0600  VERT ORDER  -  FIRST     CLASS II
 FF0600
 FF0600.The horizontal coordinates were scaled from a topographic map and have
 FF0600.an estimated accuracy of +/- 6 seconds.
 FF0600
 FF0600.The orthometric height was determined by differential leveling
 FF0600.and adjusted by the National Geodetic Survey in June 1991..
 FF0600
 FF0600.The geoid height was determined by GEOID03.
 FF0600
 FF0600.The dynamic height is computed by dividing the NAVD 88
 FF0600.geopotential number by the normal gravity value computed on the
 FF0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0600.degrees latitude (g = 980.6199 gals.).
 FF0600
 FF0600.The modeled gravity was interpolated from observed gravity values.
 FF0600
 FF0600;                    North         East    Units  Estimated Accuracy
 FF0600;SPC AR N     -    75,790.      510,820.      MT  (+/- 180 meters Scaled)
 FF0600
 FF0600                          SUPERSEDED SURVEY CONTROL
 FF0600
 FF0600  NGVD 29 (??/??/??)   84.147  (m)          276.07   (f) ADJUSTED    1 2
 FF0600
 FF0600.Superseded values are not recommended for survey control.
 FF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0600.See file dsdata.txt to determine how the superseded data were derived.
 FF0600
 FF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU020764(NAD 83)
 FF0600_MARKER: DB = BENCH MARK DISK
 FF0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0600_STAMPING: 275.971 N 15 1932
 FF0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0600+STABILITY: SURFACE MOTION
 FF0600
 FF0600  HISTORY     - Date     Condition        Report By
 FF0600  HISTORY     - 1932     MONUMENTED       CGS
 FF0600  HISTORY     - 1955     GOOD             CGS
 FF0600  HISTORY     - 20030603 MARK NOT FOUND   USACE
 FF0600
 FF0600                          STATION DESCRIPTION
 FF0600
 FF0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0600'AT FORREST CITY.
 FF0600'AT FORREST CITY, ABOUT 0.2 MILE NORTHWEST ALONG WASHINGTON
 FF0600'STREET FROM CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0600'RAILROAD, ABOUT 1 BLOCK NORTHWEST OF U.S. HIGHWAY 70, AT
 FF0600'INTERSECTION OF HILL AND WASHINGTON STREET, 11.8 FEET SOUTHWEST
 FF0600'OF SOUTHWEST CURB OF WASHINGTON STREET, 137 FEET NORTHWEST OF
 FF0600'NORTHWEST CURB OF HILL STREET, 41 1/2 FEET NORTH OF NORTH CORNER
 FF0600'OF POST OFFICE BUILDING, 1.2 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 FF0600'SOUTHEAST CURB OF AN ALLEY LEADING SOUTHWEST, 1.3 FEET SOUTHWEST
 FF0600'OF SOUTHWEST EDGE OF CURB BETWEEN POST OFFICE LAWN AND SIDE WALK,
 FF0600'UNDER A HEDGE, ABOUT LEVEL WITH SIDE WALK AND SET IN THE TOP OF
 FF0600'A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.
 FF0600
 FF0600                          STATION RECOVERY (2003)
 FF0600
 FF0600'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0622 ***********************************************************************
 FG0622  DESIGNATION -  N 150
 FG0622  PID         -  FG0622
 FG0622  STATE/COUNTY-  AR/SEARCY
 FG0622  USGS QUAD   -  MARSHALL (1980)
 FG0622
 FG0622                         *CURRENT SURVEY CONTROL
 FG0622  ___________________________________________________________________
 FG0622* NAD 83(1986)-  35 52 40.     (N)    092 37 59.     (W)     SCALED    
 FG0622* NAVD 88     -       471.889  (meters)    1548.19   (feet)  ADJUSTED  
 FG0622  ___________________________________________________________________
 FG0622  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FG0622  DYNAMIC HT  -         471.455 (meters)    1546.77  (feet)  COMP
 FG0622  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FG0622
 FG0622  VERT ORDER  -  SECOND    CLASS 0
 FG0622
 FG0622.The horizontal coordinates were scaled from a topographic map and have
 FG0622.an estimated accuracy of +/- 6 seconds.
 FG0622
 FG0622.The orthometric height was determined by differential leveling
 FG0622.and adjusted by the National Geodetic Survey in June 1991..
 FG0622
 FG0622.The geoid height was determined by GEOID03.
 FG0622
 FG0622.The dynamic height is computed by dividing the NAVD 88
 FG0622.geopotential number by the normal gravity value computed on the
 FG0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0622.degrees latitude (g = 980.6199 gals.).
 FG0622
 FG0622.The modeled gravity was interpolated from observed gravity values.
 FG0622
 FG0622;                    North         East    Units  Estimated Accuracy
 FG0622;SPC AR N     -   171,530.      342,840.      MT  (+/- 180 meters Scaled)
 FG0622
 FG0622                          SUPERSEDED SURVEY CONTROL
 FG0622
 FG0622  NGVD 29 (??/??/92)  471.776  (m)         1547.82   (f) ADJ UNCH    2 0
 FG0622
 FG0622.Superseded values are not recommended for survey control.
 FG0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0622.See file dsdata.txt to determine how the superseded data were derived.
 FG0622
 FG0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV331704(NAD 83)
 FG0622_MARKER: DB = BENCH MARK DISK
 FG0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0622_STAMPING: N 150 1935
 FG0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0622+STABILITY: SURFACE MOTION
 FG0622
 FG0622  HISTORY     - Date     Condition        Report By
 FG0622  HISTORY     - 1935     MONUMENTED       CGS
 FG0622
 FG0622                          STATION DESCRIPTION
 FG0622
 FG0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0622'4.5 MI S FROM MARSHALL.
 FG0622'4.5 MILES SOUTH ALONG U. S. HIGHWAY 65 FROM THE COURTHOUSE AT
 FG0622'MARSHALL, SEARCY COUNTY, 1.8 MILES WEST ALONG THE RED RIVER ROAD, 0.1
 FG0622'MILE EAST OF THE NOAH RAINBOLT FARMHOUSE, AT THE GATE OF THE BANKS
 FG0622'WHEELER FARMHOUSE OCCUPIED BY D. G. KIMBRELL, 30 FEET SOUTH OF THE
 FG0622'CENTERLINE OF THE ROAD, 9 FEET EAST OF A 10-INCH OAK TREE AT A GATE
 FG0622'CORNER, 5 FEET SOUTHWEST OF A SOUTHEAST FENCE CORNER, AND 1 FOOT
 FG0622'NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED N 150 1935 AND SET IN
 FG0622'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0429 ***********************************************************************
 DL0429  DESIGNATION -  N 151
 DL0429  PID         -  DL0429
 DL0429  STATE/COUNTY-  AR/CLARK
 DL0429  USGS QUAD   -  GURDON (1970)
 DL0429
 DL0429                         *CURRENT SURVEY CONTROL
 DL0429  ___________________________________________________________________
 DL0429* NAD 83(1986)-  33 59 46.     (N)    093 10 49.     (W)     SCALED    
 DL0429* NAVD 88     -        65.360  (meters)     214.44   (feet)  ADJUSTED  
 DL0429  ___________________________________________________________________
 DL0429  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DL0429  DYNAMIC HT  -          65.294 (meters)     214.22  (feet)  COMP
 DL0429  MODELED GRAV-     979,626.9   (mgal)                       NAVD 88
 DL0429
 DL0429  VERT ORDER  -  SECOND    CLASS 0
 DL0429
 DL0429.The horizontal coordinates were scaled from a topographic map and have
 DL0429.an estimated accuracy of +/- 6 seconds.
 DL0429
 DL0429.The orthometric height was determined by differential leveling
 DL0429.and adjusted by the National Geodetic Survey in June 1991..
 DL0429
 DL0429.The geoid height was determined by GEOID03.
 DL0429
 DL0429.The dynamic height is computed by dividing the NAVD 88
 DL0429.geopotential number by the normal gravity value computed on the
 DL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0429.degrees latitude (g = 980.6199 gals.).
 DL0429
 DL0429.The modeled gravity was interpolated from observed gravity values.
 DL0429
 DL0429;                    North         East    Units  Estimated Accuracy
 DL0429;SPC AR S     -   548,080.      290,970.      MT  (+/- 180 meters Scaled)
 DL0429
 DL0429                          SUPERSEDED SURVEY CONTROL
 DL0429
 DL0429  NGVD 29 (??/??/92)   65.368  (m)          214.46   (f) ADJ UNCH    2 0
 DL0429
 DL0429.Superseded values are not recommended for survey control.
 DL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0429.See file dsdata.txt to determine how the superseded data were derived.
 DL0429
 DL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT833617(NAD 83)
 DL0429_MARKER: DB = BENCH MARK DISK
 DL0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0429_STAMPING: N 151 1935
 DL0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0429+STABILITY: SURFACE MOTION
 DL0429
 DL0429  HISTORY     - Date     Condition        Report By
 DL0429  HISTORY     - 1935     MONUMENTED       CGS
 DL0429  HISTORY     - 1962     GOOD             NGS
 DL0429  HISTORY     - 1964     POOR             NGS
 DL0429  HISTORY     - 20050201 POOR             ARHD
 DL0429
 DL0429                          STATION DESCRIPTION
 DL0429
 DL0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL0429'5.7 MI NW FROM GURDON.
 DL0429'LOCATED 0.9 MILE NORTH ALONG U.S. HIGHWAY 67 FROM GURDON, THENCE
 DL0429'NORTHWEST ALONG STATE HIGHWAY 53 FOR 4.8 MILES TO THE JUNCTION WITH A
 DL0429'ROAD LEADING SOUTHWEST AND THE MARK WHICH IS ABOUT 140 FEET SOUTHEAST
 DL0429'OF THE CENTER OF THE INTERSECTION OF THE TWO ROADS, 41 FEET EAST OF
 DL0429'THE CENTERLINE OF STATE HIGHWAY 53, 60 FEET EAST AND ACROSS THE ROAD
 DL0429'FROM A 3-FOOT WATER OAK TREE, 66 FEET EAST OF A LARGE 4-FOOT LONE PINE
 DL0429'TREE, 19 FEET SOUTH-SOUTHWEST OF A 12-INCH PECAN TREE, 70 FEET
 DL0429'SOUTH-SOUTHWEST OF THE CENTER OF A CONCRETE CURBED WELL AND 23 FEET
 DL0429'EAST OF A FENCE LINE AND A METAL WITNESS POST.  IT IS A STANDARD DISK,
 DL0429'STAMPED N 151 1935, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST,
 DL0429'PROJECTING 2 INCHES.
 DL0429
 DL0429                          STATION RECOVERY (1964)
 DL0429
 DL0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0429'MARK RECOVERED IN POOR CONDITION.
 DL0429
 DL0429                          STATION RECOVERY (2005)
 DL0429
 DL0429'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 DL0429'BRASS CAP HAS BEEN HIT BY MOWER. CAP IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0677 ***********************************************************************
 EJ0677  DESIGNATION -  N 152
 EJ0677  PID         -  EJ0677
 EJ0677  STATE/COUNTY-  AR/HOT SPRING
 EJ0677  USGS QUAD   -  DONALDSON (1984)
 EJ0677
 EJ0677                         *CURRENT SURVEY CONTROL
 EJ0677  ___________________________________________________________________
 EJ0677* NAD 83(1986)-  34 11 29.     (N)    092 57 41.     (W)     SCALED    
 EJ0677* NAVD 88     -        62.911  (meters)     206.40   (feet)  ADJUSTED  
 EJ0677  ___________________________________________________________________
 EJ0677  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EJ0677  DYNAMIC HT  -          62.849 (meters)     206.20  (feet)  COMP
 EJ0677  MODELED GRAV-     979,649.9   (mgal)                       NAVD 88
 EJ0677
 EJ0677  VERT ORDER  -  FIRST     CLASS II
 EJ0677
 EJ0677.The horizontal coordinates were scaled from a topographic map and have
 EJ0677.an estimated accuracy of +/- 6 seconds.
 EJ0677
 EJ0677.The orthometric height was determined by differential leveling
 EJ0677.and adjusted by the National Geodetic Survey in June 1991..
 EJ0677
 EJ0677.The geoid height was determined by GEOID03.
 EJ0677
 EJ0677.The dynamic height is computed by dividing the NAVD 88
 EJ0677.geopotential number by the normal gravity value computed on the
 EJ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0677.degrees latitude (g = 980.6199 gals.).
 EJ0677
 EJ0677.The modeled gravity was interpolated from observed gravity values.
 EJ0677
 EJ0677;                    North         East    Units  Estimated Accuracy
 EJ0677;SPC AR S     -   569,530.      311,390.      MT  (+/- 180 meters Scaled)
 EJ0677
 EJ0677                          SUPERSEDED SURVEY CONTROL
 EJ0677
 EJ0677  NGVD 29 (??/??/92)   62.927  (m)          206.45   (f) ADJ UNCH    1 2
 EJ0677
 EJ0677.Superseded values are not recommended for survey control.
 EJ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0677.See file dsdata.txt to determine how the superseded data were derived.
 EJ0677
 EJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT035833(NAD 83)
 EJ0677_MARKER: DB = BENCH MARK DISK
 EJ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0677_STAMPING: N-152 1935
 EJ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0677+STABILITY: SURFACE MOTION
 EJ0677
 EJ0677  HISTORY     - Date     Condition        Report By
 EJ0677  HISTORY     - 1935     MONUMENTED       CGS
 EJ0677  HISTORY     - 1963     MARK NOT FOUND   USGS
 EJ0677
 EJ0677                          STATION DESCRIPTION
 EJ0677
 EJ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0677'3.8 MI SW FROM DONALDSON.
 EJ0677'3.8 MILES SOUTHWEST OF, ALONG THE M.P. RAILROAD FROM STATION.  83.0
 EJ0677'FEET EAST OF POLE 403+19.  40.5 FEET SOUTHEAST OF RAILROAD CENTERLINE.
 EJ0677'31.5 FEET SOUTHWEST OF TELEPHONE POLE IN SECOND ROW OF POLES AT EAST
 EJ0677'SIDE OF TRACK.  IN LINE WITH THE ROW OF POLES.  4.0 FEET BELOW THE TOP
 EJ0677'OF THE RAILS.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0677
 EJ0677                          STATION RECOVERY (1963)
 EJ0677
 EJ0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EJ0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0808 ***********************************************************************
 FG0808  DESIGNATION -  N 156
 FG0808  PID         -  FG0808
 FG0808  STATE/COUNTY-  AR/NEWTON
 FG0808  USGS QUAD   -  BOXLEY (1975)
 FG0808
 FG0808                         *CURRENT SURVEY CONTROL
 FG0808  ___________________________________________________________________
 FG0808* NAD 83(1986)-  35 56 16.     (N)    093 23 18.     (W)     SCALED    
 FG0808* NAVD 88     -       471.232  (meters)    1546.03   (feet)  ADJUSTED  
 FG0808  ___________________________________________________________________
 FG0808  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0808  DYNAMIC HT  -         470.783 (meters)    1544.56  (feet)  COMP
 FG0808  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 FG0808
 FG0808  VERT ORDER  -  SECOND    CLASS 0
 FG0808
 FG0808.The horizontal coordinates were scaled from a topographic map and have
 FG0808.an estimated accuracy of +/- 6 seconds.
 FG0808
 FG0808.The orthometric height was determined by differential leveling
 FG0808.and adjusted by the National Geodetic Survey in June 1991..
 FG0808
 FG0808.The geoid height was determined by GEOID03.
 FG0808
 FG0808.The dynamic height is computed by dividing the NAVD 88
 FG0808.geopotential number by the normal gravity value computed on the
 FG0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0808.degrees latitude (g = 980.6199 gals.).
 FG0808
 FG0808.The modeled gravity was interpolated from observed gravity values.
 FG0808
 FG0808;                    North         East    Units  Estimated Accuracy
 FG0808;SPC AR N     -   178,890.      274,730.      MT  (+/- 180 meters Scaled)
 FG0808
 FG0808                          SUPERSEDED SURVEY CONTROL
 FG0808
 FG0808  NGVD 29 (??/??/92)  471.132  (m)         1545.71   (f) ADJ UNCH    2 0
 FG0808
 FG0808.Superseded values are not recommended for survey control.
 FG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0808.See file dsdata.txt to determine how the superseded data were derived.
 FG0808
 FG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV649771(NAD 83)
 FG0808_MARKER: DB = BENCH MARK DISK
 FG0808_SETTING: 80 = SET IN A BOULDER
 FG0808_STAMPING: N 156 1935
 FG0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0808+STABILITY: SURFACE MOTION
 FG0808
 FG0808  HISTORY     - Date     Condition        Report By
 FG0808  HISTORY     - 1935     MONUMENTED       CGS
 FG0808
 FG0808                          STATION DESCRIPTION
 FG0808
 FG0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0808'3.5 MI S FROM BOXLEY.
 FG0808'3.5 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT BOXLEY,
 FG0808'NEWTON COUNTY, 300 FEET NORTHWEST OF A SMALL FARMHOUSE, 105 FEET
 FG0808'NORTHEAST OF THE FOOT OF A STEEP HILL, 60 FEET NORTHEAST OF THE
 FG0808'CENTERLINE OF THE HIGHWAY, 73 FEET SOUTHWEST OF A RAIL FENCE, AND IN A
 FG0808'7 X 12-FOOT SANDSTONE BOULDER.  A STANDARD DISK, STAMPED N 156 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0555 ***********************************************************************
 GF0555  DESIGNATION -  N 157
 GF0555  PID         -  GF0555
 GF0555  STATE/COUNTY-  AR/MADISON
 GF0555  USGS QUAD   -  ROCKHOUSE (1972)
 GF0555
 GF0555                         *CURRENT SURVEY CONTROL
 GF0555  ___________________________________________________________________
 GF0555* NAD 83(1986)-  36 16 34.     (N)    093 39 09.     (W)     SCALED    
 GF0555* NAVD 88     -       342.876  (meters)    1124.92   (feet)  ADJUSTED  
 GF0555  ___________________________________________________________________
 GF0555  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GF0555  DYNAMIC HT  -         342.570 (meters)    1123.92  (feet)  COMP
 GF0555  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 GF0555
 GF0555  VERT ORDER  -  SECOND    CLASS 0
 GF0555
 GF0555.The horizontal coordinates were scaled from a topographic map and have
 GF0555.an estimated accuracy of +/- 6 seconds.
 GF0555
 GF0555.The orthometric height was determined by differential leveling
 GF0555.and adjusted by the National Geodetic Survey in June 1991..
 GF0555
 GF0555.The geoid height was determined by GEOID03.
 GF0555
 GF0555.The dynamic height is computed by dividing the NAVD 88
 GF0555.geopotential number by the normal gravity value computed on the
 GF0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0555.degrees latitude (g = 980.6199 gals.).
 GF0555
 GF0555.The modeled gravity was interpolated from observed gravity values.
 GF0555
 GF0555;                    North         East    Units  Estimated Accuracy
 GF0555;SPC AR N     -   216,790.      251,530.      MT  (+/- 180 meters Scaled)
 GF0555
 GF0555                          SUPERSEDED SURVEY CONTROL
 GF0555
 GF0555  NGVD 29 (??/??/92)  342.739  (m)         1124.47   (f) ADJ UNCH    2 0
 GF0555
 GF0555.Superseded values are not recommended for survey control.
 GF0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0555.See file dsdata.txt to determine how the superseded data were derived.
 GF0555
 GF0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA413147(NAD 83)
 GF0555_MARKER: DB = BENCH MARK DISK
 GF0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0555_STAMPING: N 157 1935
 GF0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0555+STABILITY: SURFACE MOTION
 GF0555
 GF0555  HISTORY     - Date     Condition        Report By
 GF0555  HISTORY     - 1935     MONUMENTED       CGS
 GF0555
 GF0555                          STATION DESCRIPTION
 GF0555
 GF0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0555'1.4 MI E FROM ROCKHOUSE.
 GF0555'1.4 MILES EAST ALONG THE CABANAL ROAD FROM THE POST OFFICE AT
 GF0555'ROCKHOUSE, MADISON COUNTY, 125 FEET SOUTH OF KINGS RIVER, AT
 GF0555'THE BOTTOM OF A STEEP HILL, 25 FEET WEST OF THE WEST END OF A
 GF0555'GATE, 6 FEET WEST OF A 14-INCH WALNUT TREE, AND 1 1/2 FEET
 GF0555'NORTH OF A FENCE.  A STANDARD DISK, STAMPED N 157 1935 AND SET
 GF0555'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0446 ***********************************************************************
 GF0446  DESIGNATION -  N 158
 GF0446  PID         -  GF0446
 GF0446  STATE/COUNTY-  AR/CARROLL
 GF0446  USGS QUAD   -  GREEN FOREST (1972)
 GF0446
 GF0446                         *CURRENT SURVEY CONTROL
 GF0446  ___________________________________________________________________
 GF0446* NAD 83(1986)-  36 16 04.     (N)    093 27 17.     (W)     SCALED    
 GF0446* NAVD 88     -       382.444  (meters)    1254.73   (feet)  ADJUSTED  
 GF0446  ___________________________________________________________________
 GF0446  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GF0446  DYNAMIC HT  -         382.101 (meters)    1253.61  (feet)  COMP
 GF0446  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 GF0446
 GF0446  VERT ORDER  -  SECOND    CLASS 0
 GF0446
 GF0446.The horizontal coordinates were scaled from a topographic map and have
 GF0446.an estimated accuracy of +/- 6 seconds.
 GF0446
 GF0446.The orthometric height was determined by differential leveling
 GF0446.and adjusted by the National Geodetic Survey in June 1991..
 GF0446
 GF0446.The geoid height was determined by GEOID03.
 GF0446
 GF0446.The dynamic height is computed by dividing the NAVD 88
 GF0446.geopotential number by the normal gravity value computed on the
 GF0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0446.degrees latitude (g = 980.6199 gals.).
 GF0446
 GF0446.The modeled gravity was interpolated from observed gravity values.
 GF0446
 GF0446;                    North         East    Units  Estimated Accuracy
 GF0446;SPC AR N     -   215,580.      269,290.      MT  (+/- 180 meters Scaled)
 GF0446
 GF0446                          SUPERSEDED SURVEY CONTROL
 GF0446
 GF0446  NGVD 29 (??/??/92)  382.315  (m)         1254.31   (f) ADJ UNCH    2 0
 GF0446
 GF0446.Superseded values are not recommended for survey control.
 GF0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0446.See file dsdata.txt to determine how the superseded data were derived.
 GF0446
 GF0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA591137(NAD 83)
 GF0446_MARKER: DB = BENCH MARK DISK
 GF0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0446_STAMPING: N 158 1935
 GF0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0446+STABILITY: SURFACE MOTION
 GF0446
 GF0446  HISTORY     - Date     Condition        Report By
 GF0446  HISTORY     - 1935     MONUMENTED       CGS
 GF0446  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0446  HISTORY     - 20050620 MARK NOT FOUND   ARHD
 GF0446
 GF0446                          STATION DESCRIPTION
 GF0446
 GF0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0446'1.9 MI N FROM CONNER.
 GF0446'1.9 MILES NORTH ALONG THE CONNOR-GREEN FOREST ROAD FROM THE POST
 GF0446'OFFICE AT CONNOR, CARROLL COUNTY, 0.2 MILE NORTH OF THE GRIFFITH
 GF0446'FARMHOUSE, 60 FEET EAST OF THE CENTER OF A ROAD JUNCTION, 36
 GF0446'FEET SOUTH OF THE CENTERLINE OF THE CONNOR-GREEN FOREST ROAD,
 GF0446'29 FEET NORTHEAST OF THE CENTERLINE OF A ROAD LEADING SOUTH, 20
 GF0446'FEET SOUTH OF THE NORTHWEST CORNER OF A FENCE, 6 FEET EAST OF A
 GF0446'10-INCH PERSIMMON TREE, AND 1 FOOT WEST OF A NORTH-AND-SOUTH
 GF0446'FENCE.  A STANDARD DISK, STAMPED N 158 1935 AND SET IN THE TOP
 GF0446'OF A CONCRETE POST.
 GF0446
 GF0446                          STATION RECOVERY (1987)
 GF0446
 GF0446'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0446'MARK NOT FOUND.
 GF0446
 GF0446                          STATION RECOVERY (2005)
 GF0446
 GF0446'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GF0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0389 ***********************************************************************
 GF0389  DESIGNATION -  N 159
 GF0389  PID         -  GF0389
 GF0389  STATE/COUNTY-  AR/BOONE
 GF0389  USGS QUAD   -  GAITHER (1967)
 GF0389
 GF0389                         *CURRENT SURVEY CONTROL
 GF0389  ___________________________________________________________________
 GF0389* NAD 83(1986)-  36 09 08.     (N)    093 13 56.     (W)     SCALED    
 GF0389* NAVD 88     -       648.112  (meters)    2126.35   (feet)  ADJUSTED  
 GF0389  ___________________________________________________________________
 GF0389  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GF0389  DYNAMIC HT  -         647.508 (meters)    2124.37  (feet)  COMP
 GF0389  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 GF0389
 GF0389  VERT ORDER  -  SECOND    CLASS 0
 GF0389
 GF0389.The horizontal coordinates were scaled from a topographic map and have
 GF0389.an estimated accuracy of +/- 6 seconds.
 GF0389
 GF0389.The orthometric height was determined by differential leveling
 GF0389.and adjusted by the National Geodetic Survey in June 1991..
 GF0389
 GF0389.The geoid height was determined by GEOID03.
 GF0389
 GF0389.The dynamic height is computed by dividing the NAVD 88
 GF0389.geopotential number by the normal gravity value computed on the
 GF0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0389.degrees latitude (g = 980.6199 gals.).
 GF0389
 GF0389.The modeled gravity was interpolated from observed gravity values.
 GF0389
 GF0389;                    North         East    Units  Estimated Accuracy
 GF0389;SPC AR N     -   202,490.      289,120.      MT  (+/- 180 meters Scaled)
 GF0389
 GF0389                          SUPERSEDED SURVEY CONTROL
 GF0389
 GF0389  NGVD 29 (??/??/92)  647.983  (m)         2125.92   (f) ADJ UNCH    2 0
 GF0389
 GF0389.Superseded values are not recommended for survey control.
 GF0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0389.See file dsdata.txt to determine how the superseded data were derived.
 GF0389
 GF0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA791008(NAD 83)
 GF0389_MARKER: DB = BENCH MARK DISK
 GF0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0389_STAMPING: N 159 1935
 GF0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0389+STABILITY: SURFACE MOTION
 GF0389
 GF0389  HISTORY     - Date     Condition        Report By
 GF0389  HISTORY     - 1935     MONUMENTED       CGS
 GF0389  HISTORY     - 1959     GOOD             NGS
 GF0389
 GF0389                          STATION DESCRIPTION
 GF0389
 GF0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GF0389'10.8 MI SW FROM HARRISON.
 GF0389'LOCATED 1.05 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE
 GF0389'SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN HARRISON, THENCE
 GF0389'5.25 MILES SOUTHWEST ALONG STATE HIGHWAY 43 TO A FORK, TAKE
 GF0389'RIGHT FORK AND CONTINUE SOUTHWEST UP THE MOUNTAIN FOR 4.5 MILES
 GF0389'TO THE OLD SHADY GROVE SCHOOL (AN ABANDONED STONE BUILDING) AND
 GF0389'THE MARK ON THE LEFT ABOUT 200 YARDS SOUTHWEST OF A FARMHOUSE.
 GF0389'IT IS 48 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 43,
 GF0389'5 FEET SOUTH OF A 2-FOOT OAK TREE, 52.5 FEET NORTH OF THE NORTHWEST
 GF0389'CORNER OF THE OLD STONE SCHOOL BUILDING, 60 FEET NORTH-NORTHWEST
 GF0389'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 3 FEET WEST OF
 GF0389'THE PROJECTED PLANE OF THE WEST WALL OF THE STONE SCHOOL BUILDING,
 GF0389'86 FEET EAST OF A STONE CURBED WELL AND 1 FOOT SOUTH OF A METAL
 GF0389'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK,
 GF0389'STAMPED N 159 1959, SET IN A 6-INCH SQUARE PRECAST CONCRETE POST
 GF0389'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0918 ***********************************************************************
 FF0918  DESIGNATION -  N 16
 FF0918  PID         -  FF0918
 FF0918  STATE/COUNTY-  AR/JACKSON
 FF0918  USGS QUAD   -  AUVERGNE (1981)
 FF0918
 FF0918                         *CURRENT SURVEY CONTROL
 FF0918  ___________________________________________________________________
 FF0918* NAD 83(1986)-  35 33 49.     (N)    091 10 49.     (W)     SCALED    
 FF0918* NAVD 88     -        68.103  (meters)     223.43   (feet)  ADJUSTED  
 FF0918  ___________________________________________________________________
 FF0918  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF0918  DYNAMIC HT  -          68.044 (meters)     223.24  (feet)  COMP
 FF0918  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 FF0918
 FF0918  VERT ORDER  -  SECOND    CLASS 0
 FF0918
 FF0918.The horizontal coordinates were scaled from a topographic map and have
 FF0918.an estimated accuracy of +/- 6 seconds.
 FF0918
 FF0918.The orthometric height was determined by differential leveling
 FF0918.and adjusted by the National Geodetic Survey in June 1991..
 FF0918
 FF0918.The geoid height was determined by GEOID03.
 FF0918
 FF0918.The dynamic height is computed by dividing the NAVD 88
 FF0918.geopotential number by the normal gravity value computed on the
 FF0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0918.degrees latitude (g = 980.6199 gals.).
 FF0918
 FF0918.The modeled gravity was interpolated from observed gravity values.
 FF0918
 FF0918;                    North         East    Units  Estimated Accuracy
 FF0918;SPC AR N     -   136,800.      474,310.      MT  (+/- 180 meters Scaled)
 FF0918
 FF0918                          SUPERSEDED SURVEY CONTROL
 FF0918
 FF0918  NGVD 29 (??/??/??)   68.038  (m)          223.22   (f) ADJUSTED    2 0
 FF0918
 FF0918.Superseded values are not recommended for survey control.
 FF0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0918.See file dsdata.txt to determine how the superseded data were derived.
 FF0918
 FF0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV649370(NAD 83)
 FF0918_MARKER: DB = BENCH MARK DISK
 FF0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0918_STAMPING: 223.221 N 16 1932
 FF0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0918+STABILITY: SURFACE MOTION
 FF0918
 FF0918  HISTORY     - Date     Condition        Report By
 FF0918  HISTORY     - 1932     MONUMENTED       CGS
 FF0918  HISTORY     - 1955     GOOD             CGS
 FF0918  HISTORY     - 20020920 MARK NOT FOUND   USACE
 FF0918
 FF0918                          STATION DESCRIPTION
 FF0918
 FF0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FF0918'8 MI SE FROM NEWPORT.
 FF0918'ABOUT 8 MILES SOUTHEAST ALONG STATE HIGHWAY 14 FROM NEWPORT,
 FF0918'JACKSON COUNTY, THENCE ABOUT 1 MILE SOUTH ALONG STATE HIGHWAY 145,
 FF0918'AT A RIGHT-ANGLE TURN IN THE HIGHWAY, 35 FEET EAST OF THE
 FF0918'CENTERLINE OF A COUNTY ROAD (STATE HIGHWAY 145 EXTENDED), 30
 FF0918'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 48 FEET SOUTHEAST
 FF0918'OF A 48-INCH DOUBLE WHITE OAK TREE IN THE MIDDLE OF THE ROAD
 FF0918'INTERSECTION, AND 13 FEET EAST OF A WIRE-FENCE CORNER.  A
 FF0918'STANDARD DISK, STAMPED 223.221 N 16 1932 AND SET IN THE TOP OF
 FF0918'A CONCRETE POST.
 FF0918
 FF0918                          STATION RECOVERY (1955)
 FF0918
 FF0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF0918'RECOVERED IN GOOD CONDITION.
 FF0918
 FF0918                          STATION RECOVERY (2002)
 FF0918
 FF0918'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1495 ***********************************************************************
 EJ1495  DESIGNATION -  N 163
 EJ1495  PID         -  EJ1495
 EJ1495  STATE/COUNTY-  AR/MONTGOMERY
 EJ1495  USGS QUAD   -  REED MOUNTAIN (1986)
 EJ1495
 EJ1495                         *CURRENT SURVEY CONTROL
 EJ1495  ___________________________________________________________________
 EJ1495* NAD 83(1986)-  34 32 22.     (N)    093 36 04.     (W)     SCALED    
 EJ1495* NAVD 88     -       197.306  (meters)     647.33   (feet)  ADJUSTED  
 EJ1495  ___________________________________________________________________
 EJ1495  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 EJ1495  DYNAMIC HT  -         197.106 (meters)     646.67  (feet)  COMP
 EJ1495  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 EJ1495
 EJ1495  VERT ORDER  -  SECOND    CLASS 0
 EJ1495
 EJ1495.The horizontal coordinates were scaled from a topographic map and have
 EJ1495.an estimated accuracy of +/- 6 seconds.
 EJ1495
 EJ1495.The orthometric height was determined by differential leveling
 EJ1495.and adjusted by the National Geodetic Survey in June 1991..
 EJ1495
 EJ1495.The geoid height was determined by GEOID03.
 EJ1495
 EJ1495.The dynamic height is computed by dividing the NAVD 88
 EJ1495.geopotential number by the normal gravity value computed on the
 EJ1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1495.degrees latitude (g = 980.6199 gals.).
 EJ1495
 EJ1495.The modeled gravity was interpolated from observed gravity values.
 EJ1495
 EJ1495;                    North         East    Units  Estimated Accuracy
 EJ1495;SPC AR S     -   608,870.      253,040.      MT  (+/- 180 meters Scaled)
 EJ1495
 EJ1495                          SUPERSEDED SURVEY CONTROL
 EJ1495
 EJ1495  NGVD 29 (??/??/92)  197.253  (m)          647.15   (f) ADJ UNCH    2 0
 EJ1495
 EJ1495.Superseded values are not recommended for survey control.
 EJ1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1495.See file dsdata.txt to determine how the superseded data were derived.
 EJ1495
 EJ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU448221(NAD 83)
 EJ1495_MARKER: DB = BENCH MARK DISK
 EJ1495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1495_SP_SET: BRIDGE
 EJ1495_STAMPING: N 163 1935
 EJ1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1495
 EJ1495  HISTORY     - Date     Condition        Report By
 EJ1495  HISTORY     - 1935     MONUMENTED       CGS
 EJ1495  HISTORY     - 1961     GOOD             NGS
 EJ1495  HISTORY     - 20030501 MARK NOT FOUND   ARHD
 EJ1495
 EJ1495                          STATION DESCRIPTION
 EJ1495
 EJ1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1495'2.4 MI E FROM MOUNT IDA.
 EJ1495'2.4 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE AT MOUNT
 EJ1495'IDA, MONTGOMERY COUNTY, AT WILLIAMS CREEK, IN THE TOP OF THE NORTH
 EJ1495'HEAD WALL OF A CONCRETE BRIDGE, 0.8 FOOT EAST OF THE WEST END, AND
 EJ1495'12.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 EJ1495'STAMPED N 163 1935.
 EJ1495
 EJ1495                          STATION RECOVERY (2003)
 EJ1495
 EJ1495'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1495'N 163   NOT FOUND
 EJ1495'  N 163 RESET 1987  WAS LOCATED AT BRIDGE SITE
 EJ1495' DISK ON WW BR HWY 270 SEC 4 LM 2.34
 EJ1495' ZC = 647.067 3 WIRE ELEVATION LOOPS FROM R 163 TO U 163
 EJ1495' 197.2265 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1365 ***********************************************************************
 FF1365  DESIGNATION -  N 164
 FF1365  PID         -  FF1365
 FF1365  STATE/COUNTY-  AR/WHITE
 FF1365  USGS QUAD   -  GARNER (1981)
 FF1365
 FF1365                         *CURRENT SURVEY CONTROL
 FF1365  ___________________________________________________________________
 FF1365* NAD 83(1986)-  35 14 49.     (N)    091 45 24.     (W)     SCALED    
 FF1365* NAVD 88     -        79.891  (meters)     262.11   (feet)  ADJUSTED  
 FF1365  ___________________________________________________________________
 FF1365  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF1365  DYNAMIC HT  -          79.818 (meters)     261.87  (feet)  COMP
 FF1365  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 FF1365
 FF1365  VERT ORDER  -  FIRST     CLASS II
 FF1365
 FF1365.The horizontal coordinates were scaled from a topographic map and have
 FF1365.an estimated accuracy of +/- 6 seconds.
 FF1365
 FF1365.The orthometric height was determined by differential leveling
 FF1365.and adjusted by the National Geodetic Survey in June 1991..
 FF1365
 FF1365.The geoid height was determined by GEOID03.
 FF1365
 FF1365.The dynamic height is computed by dividing the NAVD 88
 FF1365.geopotential number by the normal gravity value computed on the
 FF1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1365.degrees latitude (g = 980.6199 gals.).
 FF1365
 FF1365.The modeled gravity was interpolated from observed gravity values.
 FF1365
 FF1365;                    North         East    Units  Estimated Accuracy
 FF1365;SPC AR N     -   101,390.      422,150.      MT  (+/- 180 meters Scaled)
 FF1365
 FF1365                          SUPERSEDED SURVEY CONTROL
 FF1365
 FF1365  NGVD 29 (??/??/??)   79.839  (m)          261.94   (f) ADJUSTED    1 2
 FF1365
 FF1365.Superseded values are not recommended for survey control.
 FF1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1365.See file dsdata.txt to determine how the superseded data were derived.
 FF1365
 FF1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV131011(NAD 83)
 FF1365_MARKER: DB = BENCH MARK DISK
 FF1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1365_SP_SET: CULVERT
 FF1365_STAMPING: N 164 1955
 FF1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1365
 FF1365  HISTORY     - Date     Condition        Report By
 FF1365  HISTORY     - 1955     MONUMENTED       CGS
 FF1365  HISTORY     - 1962     GOOD             CGS
 FF1365  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1365
 FF1365                          STATION DESCRIPTION
 FF1365
 FF1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1365'1.3 MI W FROM SEARCY.
 FF1365'0.2 MILE SOUTH ALONG SOUTH SPRING STREET FROM THE COURTHOUSE
 FF1365'AT SEARCY, THENCE 1.1 MILES WEST ALONG STATE HIGHWAY 36, 74 FEET
 FF1365'EAST OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING SOUTH,
 FF1365'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 FF1365'CULVERT UNDER THE HIGHWAY, 19.5 FEET NORTH OF THE CENTER LINE
 FF1365'OF THE HIGHWAY.
 FF1365
 FF1365                          STATION RECOVERY (1962)
 FF1365
 FF1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FF1365'RECOVERED IN GOOD CONDITION.
 FF1365
 FF1365                          STATION RECOVERY (2003)
 FF1365
 FF1365'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1623 ***********************************************************************
 FF1623  DESIGNATION -  N 165
 FF1623  PID         -  FF1623
 FF1623  STATE/COUNTY-  AR/INDEPENDENCE
 FF1623  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1623
 FF1623                         *CURRENT SURVEY CONTROL
 FF1623  ___________________________________________________________________
 FF1623* NAD 83(1986)-  35 51 09.     (N)    091 34 20.     (W)     SCALED    
 FF1623* NAVD 88     -       155.301  (meters)     509.52   (feet)  ADJUSTED  
 FF1623  ___________________________________________________________________
 FF1623  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF1623  DYNAMIC HT  -         155.166 (meters)     509.07  (feet)  COMP
 FF1623  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 FF1623
 FF1623  VERT ORDER  -  SECOND    CLASS 0
 FF1623
 FF1623.The horizontal coordinates were scaled from a topographic map and have
 FF1623.an estimated accuracy of +/- 6 seconds.
 FF1623
 FF1623.The orthometric height was determined by differential leveling
 FF1623.and adjusted by the National Geodetic Survey in June 1991..
 FF1623
 FF1623.The geoid height was determined by GEOID03.
 FF1623
 FF1623.The dynamic height is computed by dividing the NAVD 88
 FF1623.geopotential number by the normal gravity value computed on the
 FF1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1623.degrees latitude (g = 980.6199 gals.).
 FF1623
 FF1623.The modeled gravity was interpolated from observed gravity values.
 FF1623
 FF1623;                    North         East    Units  Estimated Accuracy
 FF1623;SPC AR N     -   168,620.      438,640.      MT  (+/- 180 meters Scaled)
 FF1623
 FF1623                          SUPERSEDED SURVEY CONTROL
 FF1623
 FF1623  NGVD 29 (??/??/??)  155.227  (m)          509.27   (f) ADJUSTED    2 0
 FF1623
 FF1623.Superseded values are not recommended for survey control.
 FF1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1623.See file dsdata.txt to determine how the superseded data were derived.
 FF1623
 FF1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV289685(NAD 83)
 FF1623_MARKER: DB = BENCH MARK DISK
 FF1623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1623_SP_SET: CULVERT
 FF1623_STAMPING: N 165 1955
 FF1623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1623
 FF1623  HISTORY     - Date     Condition        Report By
 FF1623  HISTORY     - 1955     MONUMENTED       CGS
 FF1623
 FF1623                          STATION DESCRIPTION
 FF1623
 FF1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1623'8 MI NE FROM BATESVILLE.
 FF1623'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1623'AT BATESVILLE, THENCE 7.2 MILES NORTHEAST ALONG STATE HIGHWAY 11,
 FF1623'49 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE
 FF1623'SOUTH OF A STONE HOUSE, 10 FEET BELOW THE LEVEL OF THE HIGHWAY,
 FF1623'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 FF1623'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0620 ***********************************************************************
 GE0620  DESIGNATION -  N 166
 GE0620  PID         -  GE0620
 GE0620  STATE/COUNTY-  AR/SHARP
 GE0620  USGS QUAD   -  ASH FLAT (1980)
 GE0620
 GE0620                         *CURRENT SURVEY CONTROL
 GE0620  ___________________________________________________________________
 GE0620* NAD 83(1986)-  36 13 33.     (N)    091 36 28.     (W)     SCALED    
 GE0620* NAVD 88     -       204.238  (meters)     670.07   (feet)  ADJUSTED  
 GE0620  ___________________________________________________________________
 GE0620  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GE0620  DYNAMIC HT  -         204.067 (meters)     669.51  (feet)  COMP
 GE0620  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 GE0620
 GE0620  VERT ORDER  -  SECOND    CLASS 0
 GE0620
 GE0620.The horizontal coordinates were scaled from a topographic map and have
 GE0620.an estimated accuracy of +/- 6 seconds.
 GE0620
 GE0620.The orthometric height was determined by differential leveling
 GE0620.and adjusted by the National Geodetic Survey in June 1991..
 GE0620
 GE0620.The geoid height was determined by GEOID03.
 GE0620
 GE0620.The dynamic height is computed by dividing the NAVD 88
 GE0620.geopotential number by the normal gravity value computed on the
 GE0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0620.degrees latitude (g = 980.6199 gals.).
 GE0620
 GE0620.The modeled gravity was interpolated from observed gravity values.
 GE0620
 GE0620;                    North         East    Units  Estimated Accuracy
 GE0620;SPC AR N     -   210,030.      435,260.      MT  (+/- 180 meters Scaled)
 GE0620
 GE0620                          SUPERSEDED SURVEY CONTROL
 GE0620
 GE0620  NGVD 29 (??/??/92)  204.134  (m)          669.73   (f) ADJ UNCH    2 0
 GE0620
 GE0620.Superseded values are not recommended for survey control.
 GE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0620.See file dsdata.txt to determine how the superseded data were derived.
 GE0620
 GE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA251098(NAD 83)
 GE0620_MARKER: DB = BENCH MARK DISK
 GE0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0620_STAMPING: N 166 1955
 GE0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0620+STABILITY: SURFACE MOTION
 GE0620
 GE0620  HISTORY     - Date     Condition        Report By
 GE0620  HISTORY     - 1955     MONUMENTED       CGS
 GE0620
 GE0620                          STATION DESCRIPTION
 GE0620
 GE0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0620'AT ASH FLAT.
 GE0620'AT ASH FLAT, 76.6 FEET WEST OF THE WEST AND MAIN ENTRANCE TO THE
 GE0620'HIGH SCHOOL, 44 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 11,
 GE0620'10 FEET WEST OF A FLAGPOLE, 2.7 FEET EAST OF A STONE FENCE, SET
 GE0620'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0574 ***********************************************************************
 GE0574  DESIGNATION -  N 167
 GE0574  PID         -  GE0574
 GE0574  STATE/COUNTY-  AR/FULTON
 GE0574  USGS QUAD   -  SALEM (1984)
 GE0574
 GE0574                         *CURRENT SURVEY CONTROL
 GE0574  ___________________________________________________________________
 GE0574* NAD 83(1986)-  36 21 21.     (N)    091 47 38.     (W)     SCALED    
 GE0574* NAVD 88     -       197.072  (meters)     646.56   (feet)  ADJUSTED  
 GE0574  ___________________________________________________________________
 GE0574  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GE0574  DYNAMIC HT  -         196.907 (meters)     646.02  (feet)  COMP
 GE0574  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 GE0574
 GE0574  VERT ORDER  -  SECOND    CLASS 0
 GE0574
 GE0574.The horizontal coordinates were scaled from a topographic map and have
 GE0574.an estimated accuracy of +/- 6 seconds.
 GE0574
 GE0574.The orthometric height was determined by differential leveling
 GE0574.and adjusted by the National Geodetic Survey in June 1991..
 GE0574
 GE0574.The geoid height was determined by GEOID03.
 GE0574
 GE0574.The dynamic height is computed by dividing the NAVD 88
 GE0574.geopotential number by the normal gravity value computed on the
 GE0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0574.degrees latitude (g = 980.6199 gals.).
 GE0574
 GE0574.The modeled gravity was interpolated from observed gravity values.
 GE0574
 GE0574;                    North         East    Units  Estimated Accuracy
 GE0574;SPC AR N     -   224,410.      418,500.      MT  (+/- 180 meters Scaled)
 GE0574
 GE0574                          SUPERSEDED SURVEY CONTROL
 GE0574
 GE0574  NGVD 29 (??/??/92)  196.958  (m)          646.19   (f) ADJ UNCH    2 0
 GE0574
 GE0574.Superseded values are not recommended for survey control.
 GE0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0574.See file dsdata.txt to determine how the superseded data were derived.
 GE0574
 GE0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA082240(NAD 83)
 GE0574_MARKER: DB = BENCH MARK DISK
 GE0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0574_STAMPING: N 167 1955
 GE0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0574+STABILITY: SURFACE MOTION
 GE0574
 GE0574  HISTORY     - Date     Condition        Report By
 GE0574  HISTORY     - 1955     MONUMENTED       CGS
 GE0574
 GE0574                          STATION DESCRIPTION
 GE0574
 GE0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0574'2.2 MI SE FROM SALEM.
 GE0574'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE NORTH
 GE0574'ARKANSAS ELECTRIC CO-OPERATIVE BUILDING AT SALEM, FULTON COUNTY,
 GE0574'0.1 MILE SOUTH OF A FARMHOUSE, AT THE JUNCTION OF A FIELD ROAD,
 GE0574'57 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET EAST
 GE0574'OF THE CENTER LINE OF THE FIELD ROAD, 2.5 FEET NORTH OF A FENCE,
 GE0574'AND 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 GE0574'DISK, STAMPED N 167 1955 AND SET IN THE TOP OF A CONCRETE POST
 GE0574'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1203 ***********************************************************************
 EH1203  DESIGNATION -  N 168
 EH1203  PID         -  EH1203
 EH1203  STATE/COUNTY-  AR/MONROE
 EH1203  USGS QUAD   -  CLARENDON (1968)
 EH1203
 EH1203                         *CURRENT SURVEY CONTROL
 EH1203  ___________________________________________________________________
 EH1203* NAD 83(1986)-  34 39 13.     (N)    091 21 42.     (W)     SCALED    
 EH1203* NAVD 88     -        54.645  (meters)     179.28   (feet)  ADJUSTED  
 EH1203  ___________________________________________________________________
 EH1203  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH1203  DYNAMIC HT  -          54.594 (meters)     179.11  (feet)  COMP
 EH1203  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 EH1203
 EH1203  VERT ORDER  -  FIRST     CLASS II
 EH1203
 EH1203.The horizontal coordinates were scaled from a topographic map and have
 EH1203.an estimated accuracy of +/- 6 seconds.
 EH1203
 EH1203.The orthometric height was determined by differential leveling
 EH1203.and adjusted by the National Geodetic Survey in June 1991..
 EH1203
 EH1203.The geoid height was determined by GEOID03.
 EH1203
 EH1203.The dynamic height is computed by dividing the NAVD 88
 EH1203.geopotential number by the normal gravity value computed on the
 EH1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1203.degrees latitude (g = 980.6199 gals.).
 EH1203
 EH1203.The modeled gravity was interpolated from observed gravity values.
 EH1203
 EH1203;                    North         East    Units  Estimated Accuracy
 EH1203;SPC AR S     -   620,570.      458,520.      MT  (+/- 180 meters Scaled)
 EH1203
 EH1203                          SUPERSEDED SURVEY CONTROL
 EH1203
 EH1203  NGVD 29 (??/??/??)   54.668  (m)          179.36   (f) ADJUSTED    1 2
 EH1203
 EH1203.Superseded values are not recommended for survey control.
 EH1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1203.See file dsdata.txt to determine how the superseded data were derived.
 EH1203
 EH1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU501358(NAD 83)
 EH1203_MARKER: DB = BENCH MARK DISK
 EH1203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1203_SP_SET: PIER
 EH1203_STAMPING: N 168 1955
 EH1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1203
 EH1203  HISTORY     - Date     Condition        Report By
 EH1203  HISTORY     - 1955     MONUMENTED       CGS
 EH1203
 EH1203                          STATION DESCRIPTION
 EH1203
 EH1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1203'2.05 MI NE FROM ROE.
 EH1203'ABOUT 2.05 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1203'FROM THE STATION SIGN AT ROE, ABOUT 4.45 MILES SOUTHWEST OF THE
 EH1203'STATION AT CLARENDON, ABOUT 0.45 MILE SOUTHWEST OF MILE POST 218,
 EH1203'ABOUT 180 YARDS NORTHEAST OF SOUTHWEST END OF LONG WOODEN TRESTLE NO.
 EH1203'217/77, IN THE TOP OF THE SOUTHEAST END OF THE FIRST CONCRETE PIER
 EH1203'NORTHEAST OF SOUTHWEST END OF TRESTLE, 4 1/2 FEET SOUTHEAST OF
 EH1203'SOUTHEAST RAIL AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0945 ***********************************************************************
 EH0945  DESIGNATION -  N 169
 EH0945  PID         -  EH0945
 EH0945  STATE/COUNTY-  AR/ST FRANCIS
 EH0945  USGS QUAD   -  PALESTINE (1984)
 EH0945
 EH0945                         *CURRENT SURVEY CONTROL
 EH0945  ___________________________________________________________________
 EH0945* NAD 83(1986)-  34 57 19.     (N)    090 57 50.     (W)     SCALED    
 EH0945* NAVD 88     -        63.723  (meters)     209.06   (feet)  ADJUSTED  
 EH0945  ___________________________________________________________________
 EH0945  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH0945  DYNAMIC HT  -          63.665 (meters)     208.87  (feet)  COMP
 EH0945  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 EH0945
 EH0945  VERT ORDER  -  FIRST     CLASS II
 EH0945
 EH0945.The horizontal coordinates were scaled from a topographic map and have
 EH0945.an estimated accuracy of +/- 6 seconds.
 EH0945
 EH0945.The orthometric height was determined by differential leveling
 EH0945.and adjusted by the National Geodetic Survey in June 1991..
 EH0945.WARNING-Repeat measurements at this control monument indicate possible
 EH0945.vertical movement.
 EH0945
 EH0945.The geoid height was determined by GEOID03.
 EH0945
 EH0945.The dynamic height is computed by dividing the NAVD 88
 EH0945.geopotential number by the normal gravity value computed on the
 EH0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0945.degrees latitude (g = 980.6199 gals.).
 EH0945
 EH0945.The modeled gravity was interpolated from observed gravity values.
 EH0945
 EH0945;                    North         East    Units  Estimated Accuracy
 EH0945;SPC AR N     -    69,500.      494,630.      MT  (+/- 180 meters Scaled)
 EH0945
 EH0945                          SUPERSEDED SURVEY CONTROL
 EH0945
 EH0945  NGVD 29 (??/??/??)   63.721  (m)          209.06   (f) ADJUSTED    1 2
 EH0945
 EH0945.Superseded values are not recommended for survey control.
 EH0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0945.See file dsdata.txt to determine how the superseded data were derived.
 EH0945
 EH0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU859699(NAD 83)
 EH0945_MARKER: DB = BENCH MARK DISK
 EH0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0945_SP_SET: CULVERT
 EH0945_STAMPING: N 169 1955
 EH0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0945+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0945
 EH0945  HISTORY     - Date     Condition        Report By
 EH0945  HISTORY     - 1955     MONUMENTED       CGS
 EH0945  HISTORY     - 20030331 GOOD             USACE
 EH0945
 EH0945                          STATION DESCRIPTION
 EH0945
 EH0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0945'3.75 MI SW FROM PALESTINE.
 EH0945'ABOUT 3.75 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0945'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0945'0.5 MILE SOUTHWEST OF MILE POLE 55, 78 1/2 FEET SOUTHEAST OF SOUTHEAST
 EH0945'RAIL AND TRESTLE NO. 555, 23 FEET NORTHWEST OF CENTER LINE OF U.S.
 EH0945'HIGHWAY 70, 68 1/2 FEET EAST OF TELEPHONE POLE NO. 2380, IN THE TOP OF
 EH0945'SOUTHWEST END OF NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE CULVERT
 EH0945'WITH PARTITION UNDER HIGHWAY 70 AND ABOUT LEVEL WITH HIGHWAY.
 EH0945
 EH0945                          STATION RECOVERY (2003)
 EH0945
 EH0945'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0547 ***********************************************************************
 GE0547  DESIGNATION -  N 17
 GE0547  PID         -  GE0547
 GE0547  STATE/COUNTY-  AR/IZARD
 GE0547  USGS QUAD   -  MELBOURNE (1984)
 GE0547
 GE0547                         *CURRENT SURVEY CONTROL
 GE0547  ___________________________________________________________________
 GE0547* NAD 83(1986)-  36 02 07.     (N)    091 56 24.     (W)     SCALED    
 GE0547* NAVD 88     -       220.603  (meters)     723.76   (feet)  ADJUSTED  
 GE0547  ___________________________________________________________________
 GE0547  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 GE0547  DYNAMIC HT  -         220.414 (meters)     723.14  (feet)  COMP
 GE0547  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GE0547
 GE0547  VERT ORDER  -  SECOND    CLASS 0
 GE0547
 GE0547.The horizontal coordinates were scaled from a topographic map and have
 GE0547.an estimated accuracy of +/- 6 seconds.
 GE0547
 GE0547.The orthometric height was determined by differential leveling
 GE0547.and adjusted by the National Geodetic Survey in June 1991..
 GE0547
 GE0547.The geoid height was determined by GEOID03.
 GE0547
 GE0547.The dynamic height is computed by dividing the NAVD 88
 GE0547.geopotential number by the normal gravity value computed on the
 GE0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0547.degrees latitude (g = 980.6199 gals.).
 GE0547
 GE0547.The modeled gravity was interpolated from observed gravity values.
 GE0547
 GE0547;                    North         East    Units  Estimated Accuracy
 GE0547;SPC AR N     -   188,820.      405,410.      MT  (+/- 180 meters Scaled)
 GE0547
 GE0547                          SUPERSEDED SURVEY CONTROL
 GE0547
 GE0547  NGVD 29 (??/??/92)  220.498  (m)          723.42   (f) ADJ UNCH    2 0
 GE0547
 GE0547.Superseded values are not recommended for survey control.
 GE0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0547.See file dsdata.txt to determine how the superseded data were derived.
 GE0547
 GE0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV954883(NAD 83)
 GE0547_MARKER: DB = BENCH MARK DISK
 GE0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0547_STAMPING: 723.417 N 17 1932
 GE0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0547+STABILITY: SURFACE MOTION
 GE0547
 GE0547  HISTORY     - Date     Condition        Report By
 GE0547  HISTORY     - 1932     MONUMENTED       CGS
 GE0547  HISTORY     - 1935     GOOD             NGS
 GE0547  HISTORY     - 1979     MARK NOT FOUND   USGS
 GE0547
 GE0547                          STATION DESCRIPTION
 GE0547
 GE0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0547'2.6 MI SW FROM MELBOURNE.
 GE0547'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM MELBOURNE,
 GE0547'IZARD COUNTY, ABOUT 200 YARDS WEST OF A ROAD LEADING SOUTH
 GE0547'IMMEDIATELY WEST OF A SMALL HOUSE, AT THE NORTHWEST CORNER OF
 GE0547'THE FRONT YARD OF THE STEVE WATSON FARMHOUSE, 104 FEET SOUTH
 GE0547'OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF A STEEL-LINED
 GE0547'CISTERN, AND 3 FEET EAST OF A POINT 1 FOOT NORTH OF THE NORTHWEST
 GE0547'CORNER OF THE YARD.  A STANDARD DISK, STAMPED 723.417 N 17 1932
 GE0547'AND SET IN THE TOP OF A CONCRETE POST.
 GE0547
 GE0547                          STATION RECOVERY (1935)
 GE0547
 GE0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0547'RECOVERED IN GOOD CONDITION.
 GE0547
 GE0547                          STATION RECOVERY (1979)
 GE0547
 GE0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GE0547'THE STEEL LINED CISTERN IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1234 ***********************************************************************
 EH1234  DESIGNATION -  N 170
 EH1234  PID         -  EH1234
 EH1234  STATE/COUNTY-  AR/MONROE
 EH1234  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1234
 EH1234                         *CURRENT SURVEY CONTROL
 EH1234  ___________________________________________________________________
 EH1234* NAD 83(1986)-  34 49 06.     (N)    091 15 32.     (W)     SCALED    
 EH1234* NAVD 88     -        56.840  (meters)     186.48   (feet)  ADJUSTED  
 EH1234  ___________________________________________________________________
 EH1234  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1234  DYNAMIC HT  -          56.787 (meters)     186.31  (feet)  COMP
 EH1234  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EH1234
 EH1234  VERT ORDER  -  FIRST     CLASS II
 EH1234
 EH1234.The horizontal coordinates were scaled from a topographic map and have
 EH1234.an estimated accuracy of +/- 6 seconds.
 EH1234
 EH1234.The orthometric height was determined by differential leveling
 EH1234.and adjusted by the National Geodetic Survey in June 1991..
 EH1234
 EH1234.The geoid height was determined by GEOID03.
 EH1234
 EH1234.The dynamic height is computed by dividing the NAVD 88
 EH1234.geopotential number by the normal gravity value computed on the
 EH1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1234.degrees latitude (g = 980.6199 gals.).
 EH1234
 EH1234.The modeled gravity was interpolated from observed gravity values.
 EH1234
 EH1234;                    North         East    Units  Estimated Accuracy
 EH1234;SPC AR S     -   638,900.      467,800.      MT  (+/- 180 meters Scaled)
 EH1234
 EH1234                          SUPERSEDED SURVEY CONTROL
 EH1234
 EH1234  NGVD 29 (??/??/??)   56.848  (m)          186.51   (f) ADJUSTED    1 2
 EH1234
 EH1234.Superseded values are not recommended for survey control.
 EH1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1234.See file dsdata.txt to determine how the superseded data were derived.
 EH1234
 EH1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU592542(NAD 83)
 EH1234_MARKER: DB = BENCH MARK DISK
 EH1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1234_STAMPING: N 170 1955
 EH1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1234+STABILITY: SURFACE MOTION
 EH1234
 EH1234  HISTORY     - Date     Condition        Report By
 EH1234  HISTORY     - 1955     MONUMENTED       CGS
 EH1234  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1234
 EH1234                          STATION DESCRIPTION
 EH1234
 EH1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1234'6.25 MI SW FROM BRINKLEY.
 EH1234'ABOUT 4.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION
 EH1234'OF MAIN AND CYPRESS STREETS IN BRINKLEY, THENCE ABOUT 0.35 MILE SOUTH
 EH1234'ALONG STATE HIGHWAY 17, THENCE ABOUT 1.5 MILES SOUTH ALONG A GRAVEL
 EH1234'ROAD (OLD MILITARY ROAD), ABOUT 0.5 MILE SOUTH OF AN EAST-WEST
 EH1234'CROSSROAD, ABOUT 0.45 MILE SOUTH OF PHILADELPHIA MISSIONARY BAPTIST
 EH1234'CHURCH AND CEMETERY, ABOUT 1.05 MILE NORTH OF OLD ALLENDALE SCHOOL
 EH1234'BUILDING, 31 FEET EAST OF CENTER LINE OF ROAD, 3 FEET SOUTH-SOTHEAST
 EH1234'OF A POWER LNE AND TELEPHONE POLE, 142 FEET SOUTHEAST OF CENTER OF
 EH1234'JUNCTION OF A TRAIL LEADING EAST, 112 FEET NORTHEAST AND ACROSS ROAD
 EH1234'FROM POWER POLE NO. 161, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 EH1234'CONCRETE POST PROJECTING 3 INCHES.
 EH1234
 EH1234                          STATION RECOVERY (2003)
 EH1234
 EH1234'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0828 ***********************************************************************
 EH0828  DESIGNATION -  N 171
 EH0828  PID         -  EH0828
 EH0828  STATE/COUNTY-  AR/PHILLIPS
 EH0828  USGS QUAD   -  LEXA (1991)
 EH0828
 EH0828                         *CURRENT SURVEY CONTROL
 EH0828  ___________________________________________________________________
 EH0828* NAD 83(1986)-  34 33 09.     (N)    090 49 15.     (W)     SCALED    
 EH0828* NAVD 88     -        59.151  (meters)     194.06   (feet)  ADJUSTED  
 EH0828  ___________________________________________________________________
 EH0828  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH0828  DYNAMIC HT  -          59.094 (meters)     193.88  (feet)  COMP
 EH0828  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EH0828
 EH0828  VERT ORDER  -  FIRST     CLASS II
 EH0828
 EH0828.The horizontal coordinates were scaled from a topographic map and have
 EH0828.an estimated accuracy of +/- 6 seconds.
 EH0828
 EH0828.The orthometric height was determined by differential leveling
 EH0828.and adjusted by the National Geodetic Survey in June 1991..
 EH0828.WARNING-Repeat measurements at this control monument indicate possible
 EH0828.vertical movement.
 EH0828
 EH0828.The geoid height was determined by GEOID03.
 EH0828
 EH0828.The dynamic height is computed by dividing the NAVD 88
 EH0828.geopotential number by the normal gravity value computed on the
 EH0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0828.degrees latitude (g = 980.6199 gals.).
 EH0828
 EH0828.The modeled gravity was interpolated from observed gravity values.
 EH0828
 EH0828;                    North         East    Units  Estimated Accuracy
 EH0828;SPC AR S     -   609,790.      508,220.      MT  (+/- 180 meters Scaled)
 EH0828
 EH0828                          SUPERSEDED SURVEY CONTROL
 EH0828
 EH0828  NGVD 29 (??/??/??)   59.188  (m)          194.19   (f) ADJUSTED    1 2
 EH0828
 EH0828.Superseded values are not recommended for survey control.
 EH0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0828.See file dsdata.txt to determine how the superseded data were derived.
 EH0828
 EH0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU999255(NAD 83)
 EH0828_MARKER: DB = BENCH MARK DISK
 EH0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0828_STAMPING: N 171 1956
 EH0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0828+STABILITY: SURFACE MOTION
 EH0828
 EH0828  HISTORY     - Date     Condition        Report By
 EH0828  HISTORY     - 1956     MONUMENTED       CGS
 EH0828  HISTORY     - 1976     GOOD             NGS
 EH0828  HISTORY     - 20030401 MARK NOT FOUND   USACE
 EH0828
 EH0828                          STATION DESCRIPTION
 EH0828
 EH0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0828'3.1 MI W FROM BARTON.
 EH0828'ABOUT 3.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0828'CROSSING OF STATE HIGHWAY 85 AT BARTON, ABOUT 0.35 MILE EAST OF MILE
 EH0828'POLE 333, AT CROSSING OF A NORTH-SOUTH GRAVEL ROAD, SOUTH AND ACROSS
 EH0828'TRACK FROM WATERS GIN, 17 1/2 FEET SOUTH OF SOUTH RAIL, 40 FEET
 EH0828'SOUTHEAST OF CENTER OF CROSSING, 31 FEET EAST OF CENTER LINE OF GRAVEL
 EH0828'ROAD, 52 FEET SOUTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 643, 21
 EH0828'FEET EAST-SOUTHEAST OF CROSSING SIGN, 2 FEET WEST OF A WHITE WOODEN
 EH0828'WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 EH0828'POST PROJECTING 2 INCHES.
 EH0828
 EH0828                          STATION RECOVERY (1976)
 EH0828
 EH0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0828'RECOVERED IN GOOD CONDITION.
 EH0828
 EH0828                          STATION RECOVERY (2003)
 EH0828
 EH0828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0906 ***********************************************************************
 EH0906  DESIGNATION -  N 172 RESET
 EH0906  PID         -  EH0906
 EH0906  STATE/COUNTY-  AR/PHILLIPS
 EH0906  USGS QUAD   -  WEST HELENA (1982)
 EH0906
 EH0906                         *CURRENT SURVEY CONTROL
 EH0906  ___________________________________________________________________
 EH0906* NAD 83(1986)-  34 33 16.     (N)    090 39 30.     (W)     SCALED    
 EH0906* NAVD 88     -        73.348  (meters)     240.64   (feet)  ADJUSTED  
 EH0906  ___________________________________________________________________
 EH0906  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0906  DYNAMIC HT  -          73.277 (meters)     240.41  (feet)  COMP
 EH0906  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 EH0906
 EH0906  VERT ORDER  -  FIRST     CLASS II
 EH0906
 EH0906.The horizontal coordinates were scaled from a topographic map and have
 EH0906.an estimated accuracy of +/- 6 seconds.
 EH0906
 EH0906.The orthometric height was determined by differential leveling
 EH0906.and adjusted by the National Geodetic Survey in June 1991..
 EH0906
 EH0906.The geoid height was determined by GEOID03.
 EH0906
 EH0906.The dynamic height is computed by dividing the NAVD 88
 EH0906.geopotential number by the normal gravity value computed on the
 EH0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0906.degrees latitude (g = 980.6199 gals.).
 EH0906
 EH0906.The modeled gravity was interpolated from observed gravity values.
 EH0906
 EH0906;                    North         East    Units  Estimated Accuracy
 EH0906;SPC AR S     -   610,190.      523,130.      MT  (+/- 180 meters Scaled)
 EH0906
 EH0906                          SUPERSEDED SURVEY CONTROL
 EH0906
 EH0906  NGVD 29 (??/??/??)   73.383  (m)          240.76   (f) ADJUSTED    1 2
 EH0906
 EH0906.Superseded values are not recommended for survey control.
 EH0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0906.See file dsdata.txt to determine how the superseded data were derived.
 EH0906
 EH0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU148261(NAD 83)
 EH0906_MARKER: DB = BENCH MARK DISK
 EH0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0906_STAMPING: N 172 RESET 1965
 EH0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0906+STABILITY: SURFACE MOTION
 EH0906
 EH0906  HISTORY     - Date     Condition        Report By
 EH0906  HISTORY     - 1965     MONUMENTED       CGS
 EH0906  HISTORY     - 1976     GOOD             NGS
 EH0906
 EH0906                          STATION DESCRIPTION
 EH0906
 EH0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0906'IN WEST HELENA.
 EH0906'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 49B FROM THE WEST HELENA
 EH0906'BAPTIST CHURCH, ACROSS THE HIGHWAY FROM THE TWIN CITY SHOPPING CENTER,
 EH0906'AT AN ANGLE IN A CYCLONE FENCE, 65.1 FEET SOUTH OF THE CENTERLINE OF
 EH0906'THE HIGHWAY, 165.1 FEET EAST OF THE CENTER OF A GATE IN THE FENCE,
 EH0906'27.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE HEADWALL,
 EH0906'19.7 FEET EAST OF A POWER LINE POLE WITH A STREET LIGHT, 11.1 FEET
 EH0906'WEST OF THE ANGLE IN THE FENCE, AND 0.5 FEET SOUTH OF THE FENCE. A
 EH0906'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCHES. ABOUT
 EH0906'LEVEL WITH HIGHWAY 2 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0256 ***********************************************************************
 FF0256  DESIGNATION -  N 173
 FF0256  PID         -  FF0256
 FF0256  STATE/COUNTY-  AR/CRITTENDEN
 FF0256  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0256
 FF0256                         *CURRENT SURVEY CONTROL
 FF0256  ___________________________________________________________________
 FF0256* NAD 83(1986)-  35 08 14.     (N)    090 09 08.     (W)     SCALED    
 FF0256* NAVD 88     -        70.570  (meters)     231.53   (feet)  ADJUSTED  
 FF0256  ___________________________________________________________________
 FF0256  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0256  DYNAMIC HT  -          70.507 (meters)     231.32  (feet)  COMP
 FF0256  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 FF0256
 FF0256  VERT ORDER  -  FIRST     CLASS II
 FF0256
 FF0256.The horizontal coordinates were scaled from a topographic map and have
 FF0256.an estimated accuracy of +/- 6 seconds.
 FF0256
 FF0256.The orthometric height was determined by differential leveling
 FF0256.and adjusted by the National Geodetic Survey in June 1991..
 FF0256
 FF0256.The geoid height was determined by GEOID03.
 FF0256
 FF0256.The dynamic height is computed by dividing the NAVD 88
 FF0256.geopotential number by the normal gravity value computed on the
 FF0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0256.degrees latitude (g = 980.6199 gals.).
 FF0256
 FF0256.The modeled gravity was interpolated from observed gravity values.
 FF0256
 FF0256;                    North         East    Units  Estimated Accuracy
 FF0256;SPC AR N     -    90,770.      568,380.      MT  (+/- 180 meters Scaled)
 FF0256
 FF0256                          SUPERSEDED SURVEY CONTROL
 FF0256
 FF0256  NGVD 29 (??/??/??)   70.545  (m)          231.45   (f) ADJUSTED    1 2
 FF0256
 FF0256.Superseded values are not recommended for survey control.
 FF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0256.See file dsdata.txt to determine how the superseded data were derived.
 FF0256
 FF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU594919(NAD 83)
 FF0256_MARKER: DB = BENCH MARK DISK
 FF0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0256_SP_SET: CULVERT
 FF0256_STAMPING: N 173 1956
 FF0256_MARK LOGO: CGS   
 FF0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0256+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FF0256
 FF0256  HISTORY     - Date     Condition        Report By
 FF0256  HISTORY     - 1956     MONUMENTED       CGS
 FF0256  HISTORY     - 1976     GOOD             NGS
 FF0256  HISTORY     - 1976     GOOD             NGS
 FF0256  HISTORY     - 20000901 GOOD             USE
 FF0256
 FF0256                          STATION DESCRIPTION
 FF0256
 FF0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0256'2.4 MI E FROM HULBERT.
 FF0256'2.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0256'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, ABOUT
 FF0256'250 YARDS WEST-SOUTHWEST OF THE PROLONGED CENTER LINE OF SOUTH
 FF0256'(DEAD END) OF WALKER STREET, 141 1/2 FEET EAST-SOUTHEAST OF MILE
 FF0256'POLE 7, 5 1/2 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, IN THE
 FF0256'TOP OF THE SOUTH CONCRETE HEAD WALL WITH A CATCH BASIN FOR A
 FF0256'12-INCH PIPE CULVERT UNDER TRACK, ACROSS TRACK FROM TELEPHONE
 FF0256'POLE 438 AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- THE
 FF0256'TRACK FOLLOWS THE NORTH SLOPE OF ST. FRANCIS LEVEE AT THIS POINT.
 FF0256
 FF0256                          STATION RECOVERY (1976)
 FF0256
 FF0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0256'RECOVERED IN GOOD CONDITION.
 FF0256
 FF0256                          STATION RECOVERY (1976)
 FF0256
 FF0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0256'RECOVERED IN GOOD CONDITION.
 FF0256
 FF0256                          STATION RECOVERY (2000)
 FF0256
 FF0256'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0128 ***********************************************************************
 FF0128  DESIGNATION -  N 174
 FF0128  PID         -  FF0128
 FF0128  STATE/COUNTY-  AR/CRITTENDEN
 FF0128  USGS QUAD   -  TYRONZA (1974)
 FF0128
 FF0128                         *CURRENT SURVEY CONTROL
 FF0128  ___________________________________________________________________
 FF0128* NAD 83(1986)-  35 22 54.     (N)    090 15 29.     (W)     SCALED    
 FF0128* NAVD 88     -        66.967  (meters)     219.71   (feet)  ADJUSTED  
 FF0128  ___________________________________________________________________
 FF0128  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FF0128  DYNAMIC HT  -          66.908 (meters)     219.51  (feet)  COMP
 FF0128  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FF0128
 FF0128  VERT ORDER  -  FIRST     CLASS II
 FF0128
 FF0128.The horizontal coordinates were scaled from a topographic map and have
 FF0128.an estimated accuracy of +/- 6 seconds.
 FF0128
 FF0128.The orthometric height was determined by differential leveling
 FF0128.and adjusted by the National Geodetic Survey in January 1995..
 FF0128
 FF0128.The geoid height was determined by GEOID03.
 FF0128
 FF0128.The dynamic height is computed by dividing the NAVD 88
 FF0128.geopotential number by the normal gravity value computed on the
 FF0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0128.degrees latitude (g = 980.6199 gals.).
 FF0128
 FF0128.The modeled gravity was interpolated from observed gravity values.
 FF0128
 FF0128;                    North         East    Units  Estimated Accuracy
 FF0128;SPC AR N     -   117,700.      558,260.      MT  (+/- 180 meters Scaled)
 FF0128
 FF0128                          SUPERSEDED SURVEY CONTROL
 FF0128
 FF0128  NAVD 88 (06/15/91)   66.987  (m)          219.77   (f) UNKNOWN     1 2
 FF0128  NGVD 29 (??/??/??)   66.934  (m)          219.60   (f) ADJUSTED    1 2
 FF0128
 FF0128.Superseded values are not recommended for survey control.
 FF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0128.See file dsdata.txt to determine how the superseded data were derived.
 FF0128
 FF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV490188(NAD 83)
 FF0128_MARKER: DB = BENCH MARK DISK
 FF0128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0128_SP_SET: HEADWALL
 FF0128_STAMPING: N 174 1956
 FF0128_MARK LOGO: CGS   
 FF0128_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0128+STABILITY: SURFACE MOTION
 FF0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0128+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FF0128
 FF0128  HISTORY     - Date     Condition        Report By
 FF0128  HISTORY     - 1956     MONUMENTED       CGS
 FF0128  HISTORY     - 19920319 GOOD             NGS
 FF0128  HISTORY     - 20021016 GOOD             USACE
 FF0128
 FF0128                          STATION DESCRIPTION
 FF0128
 FF0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0128'0.8 MI NW FROM TURRELL.
 FF0128'0.8 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0128'FROM THE STATION AT TURRELL, ABOUT 1.0 MILE SOUTHEAST OF OVERPASS
 FF0128'OF TRACK OVER U.S. HIGHWAY 61, BETWEEN MILEAGE TELEPHONE POLES
 FF0128'NO. 461/16 AND 461/17, 28 FEET NORTHEAST OF NORTHEAST RAIL OF A
 FF0128'SIDING, 43 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 54
 FF0128'FEET SOUTHWEST OF CENTER LINE OF OLD U.S. HIGHWAY 63, IN THE
 FF0128'TOP AND SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 6-FOOT
 FF0128'CONCRETE CULVERT UNDER TRACK, ABOUT 10 FEET BELOW LEVEL OF TRACK
 FF0128'AND ABOUT 4 1/2 FEET BELOW LEVEL OF OLD HIGHWAY.
 FF0128
 FF0128                          STATION RECOVERY (1992)
 FF0128
 FF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0128'1.0 KM (0.60 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 FF0128'THE JUNCTION OF BARTON STREET IN TURRELL, IN TOP OF AND 0.3 M
 FF0128'(1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 FF0128'HEADWALL OF A CULVERT UNDER THE RAILROAD, 16.5 M (54.1 FT) SOUTHEAST
 FF0128'OF THE CENTER OF OLD U.S. HIGHWAY 63, 8.5 M (27.9 FT) NORTHEAST OF
 FF0128'THE NEAR RAIL, AND 4.0 M (13.1 FT) BELOW THE LEVEL OF THE TRACK.
 FF0128
 FF0128                          STATION RECOVERY (2002)
 FF0128
 FF0128'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0569 ***********************************************************************
 FF0569  DESIGNATION -  N 175
 FF0569  PID         -  FF0569
 FF0569  STATE/COUNTY-  AR/CROSS
 FF0569  USGS QUAD   -  HAMLIN (1984)
 FF0569
 FF0569                         *CURRENT SURVEY CONTROL
 FF0569  ___________________________________________________________________
 FF0569* NAD 83(1986)-  35 14 21.     (N)    090 58 44.     (W)     SCALED    
 FF0569* NAVD 88     -        66.700  (meters)     218.83   (feet)  ADJUSTED  
 FF0569  ___________________________________________________________________
 FF0569  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0569  DYNAMIC HT  -          66.640 (meters)     218.63  (feet)  COMP
 FF0569  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF0569
 FF0569  VERT ORDER  -  FIRST     CLASS II
 FF0569
 FF0569.The horizontal coordinates were scaled from a topographic map and have
 FF0569.an estimated accuracy of +/- 6 seconds.
 FF0569
 FF0569.The orthometric height was determined by differential leveling
 FF0569.and adjusted by the National Geodetic Survey in June 1991..
 FF0569
 FF0569.The geoid height was determined by GEOID03.
 FF0569
 FF0569.The dynamic height is computed by dividing the NAVD 88
 FF0569.geopotential number by the normal gravity value computed on the
 FF0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0569.degrees latitude (g = 980.6199 gals.).
 FF0569
 FF0569.The modeled gravity was interpolated from observed gravity values.
 FF0569
 FF0569;                    North         East    Units  Estimated Accuracy
 FF0569;SPC AR N     -   100,980.      492,940.      MT  (+/- 180 meters Scaled)
 FF0569
 FF0569                          SUPERSEDED SURVEY CONTROL
 FF0569
 FF0569  NGVD 29 (??/??/??)   66.664  (m)          218.71   (f) ADJUSTED    1 2
 FF0569
 FF0569.Superseded values are not recommended for survey control.
 FF0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0569.See file dsdata.txt to determine how the superseded data were derived.
 FF0569
 FF0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV839014(NAD 83)
 FF0569_MARKER: DB = BENCH MARK DISK
 FF0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0569_SP_SET: BRIDGE ABUTMENT
 FF0569_STAMPING: N 175 1956
 FF0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0569
 FF0569  HISTORY     - Date     Condition        Report By
 FF0569  HISTORY     - 1956     MONUMENTED       CGS
 FF0569
 FF0569                          STATION DESCRIPTION
 FF0569
 FF0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0569'3 MI E FROM FAIROAKS.
 FF0569'ABOUT 3.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0569'THE STATION AT FAIROAKS, ABOUT 0.45 MILE EAST OF A NORTH-SOUTH
 FF0569'GRAVEL ROAD CROSSING, ACROSS TRACK FROM A POINT BETWEEN
 FF0569'TELEPHONE POLES 321/24 AND 321/25, IN THE TOP OF SOUTH END
 FF0569'OF THE BACK WALL OF EAST CONCRETE ABUTMENT OF 45-FOOT CONCRETE
 FF0569'BRIDGE NO. 321.8, 7 FEET SOUTH OF SOUTH RAIL AND ABOUT 1 1/2
 FF0569'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0848 ***********************************************************************
 EH0848  DESIGNATION -  N 176
 EH0848  PID         -  EH0848
 EH0848  STATE/COUNTY-  AR/LEE
 EH0848  USGS QUAD   -  MORO (1984)
 EH0848
 EH0848                         *CURRENT SURVEY CONTROL
 EH0848  ___________________________________________________________________
 EH0848* NAD 83(1986)-  34 47 09.     (N)    090 58 42.     (W)     SCALED    
 EH0848* NAVD 88     -        58.032  (meters)     190.39   (feet)  ADJUSTED  
 EH0848  ___________________________________________________________________
 EH0848  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH0848  DYNAMIC HT  -          57.979 (meters)     190.22  (feet)  COMP
 EH0848  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 EH0848
 EH0848  VERT ORDER  -  FIRST     CLASS II
 EH0848
 EH0848.The horizontal coordinates were scaled from a topographic map and have
 EH0848.an estimated accuracy of +/- 6 seconds.
 EH0848
 EH0848.The orthometric height was determined by differential leveling
 EH0848.and adjusted by the National Geodetic Survey in June 1991..
 EH0848
 EH0848.The geoid height was determined by GEOID03.
 EH0848
 EH0848.The dynamic height is computed by dividing the NAVD 88
 EH0848.geopotential number by the normal gravity value computed on the
 EH0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0848.degrees latitude (g = 980.6199 gals.).
 EH0848
 EH0848.The modeled gravity was interpolated from observed gravity values.
 EH0848
 EH0848;                    North         East    Units  Estimated Accuracy
 EH0848;SPC AR S     -   635,520.      493,510.      MT  (+/- 180 meters Scaled)
 EH0848
 EH0848                          SUPERSEDED SURVEY CONTROL
 EH0848
 EH0848  NGVD 29 (??/??/??)   58.041  (m)          190.42   (f) ADJUSTED    1 2
 EH0848
 EH0848.Superseded values are not recommended for survey control.
 EH0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0848.See file dsdata.txt to determine how the superseded data were derived.
 EH0848
 EH0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU849511(NAD 83)
 EH0848_MARKER: DB = BENCH MARK DISK
 EH0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0848_STAMPING: N 176 1955
 EH0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0848+STABILITY: SURFACE MOTION
 EH0848
 EH0848  HISTORY     - Date     Condition        Report By
 EH0848  HISTORY     - 1955     MONUMENTED       CGS
 EH0848  HISTORY     - 1981     MARK NOT FOUND   USGS
 EH0848
 EH0848                          STATION DESCRIPTION
 EH0848
 EH0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0848'1.0 MI SE FROM MORO.
 EH0848'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS AT
 EH0848'MORO, ABOUT 0.1 MILE SOUTHEAST OF A 75-FOOT WOODEN BRIDGE, 33 FEET
 EH0848'NORTHEAST OF CENTER LINE OF HIGHWAY, 231 FEET SOUTHWEST OF THE WEST
 EH0848'CORNER OF A SMALL WHITE FRAME HOUSE, 44 FEET NORTHWEST OF A TELEPHONE
 EH0848'POLE, 18 FEET SOUTHEAST OF CENTER OF A GATE ACROSS A DRIVE NORTHEAST,
 EH0848'2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN
 EH0848'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 EH0848'OF A CONCRETE POST PROJECTING 3 INCHES.
 EH0848
 EH0848                          STATION RECOVERY (1981)
 EH0848
 EH0848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 EH0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0633 ***********************************************************************
 FF0633  DESIGNATION -  N 178
 FF0633  PID         -  FF0633
 FF0633  STATE/COUNTY-  AR/ST FRANCIS
 FF0633  USGS QUAD   -  ROUND POND (1992)
 FF0633
 FF0633                         *CURRENT SURVEY CONTROL
 FF0633  ___________________________________________________________________
 FF0633* NAD 83(1986)-  35 03 36.     (N)    090 37 08.     (W)     SCALED    
 FF0633* NAVD 88     -        60.820  (meters)     199.54   (feet)  ADJUSTED  
 FF0633  ___________________________________________________________________
 FF0633  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FF0633  DYNAMIC HT  -          60.766 (meters)     199.36  (feet)  COMP
 FF0633  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FF0633
 FF0633  VERT ORDER  -  FIRST     CLASS II
 FF0633
 FF0633.The horizontal coordinates were scaled from a topographic map and have
 FF0633.an estimated accuracy of +/- 6 seconds.
 FF0633
 FF0633.The orthometric height was determined by differential leveling
 FF0633.and adjusted by the National Geodetic Survey in June 1991..
 FF0633
 FF0633.The geoid height was determined by GEOID03.
 FF0633
 FF0633.The dynamic height is computed by dividing the NAVD 88
 FF0633.geopotential number by the normal gravity value computed on the
 FF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0633.degrees latitude (g = 980.6199 gals.).
 FF0633
 FF0633.The modeled gravity was interpolated from observed gravity values.
 FF0633
 FF0633;                    North         East    Units  Estimated Accuracy
 FF0633;SPC AR N     -    81,500.      525,980.      MT  (+/- 180 meters Scaled)
 FF0633
 FF0633                          SUPERSEDED SURVEY CONTROL
 FF0633
 FF0633  NGVD 29 (??/??/??)   60.802  (m)          199.48   (f) ADJUSTED    1 2
 FF0633
 FF0633.Superseded values are not recommended for survey control.
 FF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0633.See file dsdata.txt to determine how the superseded data were derived.
 FF0633
 FF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU171822(NAD 83)
 FF0633_MARKER: DB = BENCH MARK DISK
 FF0633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0633_SP_SET: 50 FEET
 FF0633_STAMPING: N 178 1956
 FF0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0633
 FF0633  HISTORY     - Date     Condition        Report By
 FF0633  HISTORY     - 1956     MONUMENTED       CGS
 FF0633
 FF0633                          STATION DESCRIPTION
 FF0633
 FF0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0633'AT ROUND POND.
 FF0633'AT ROUND POND, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FF0633'65 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 213 FEET
 FF0633'EAST-NORTHEAST OF BENCH MARK M 178, 109 FEET SOUTHWEST OF
 FF0633'TELEPHONE POLE NO. 1525, 20.8 FEET NORTHEAST OF EAST CORNER OF
 FF0633'A LARGE BRICK BUILDING OWNED BY MRS FLEMING (THE POST OFFICE IS
 FF0633'PRESENTLY (1956) IN THE NORTH CORNER OF BUILDING), IN LINE WITH
 FF0633'EXTENDED SOUTHEAST FACE OF BUILDING, 12 FEET NORTHWEST OF
 FF0633'NORTHWEST RAIL OF A SIDING, ABOUT 12 FEET BELOW LEVEL OF TRACK
 FF0633'AND IS A DISK SET ON THE TOP OF A COPPER-COATED STEEL ROD ABOUT
 FF0633'FLUSH WITH GROUND AND SURROUNDED BY A 4-INCH TILE.  THE ROD IS
 FF0633'DRIVEN TO A DEPTH OF 50-FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0756 ***********************************************************************
 FF0756  DESIGNATION -  N 179
 FF0756  PID         -  FF0756
 FF0756  STATE/COUNTY-  AR/CRAIGHEAD
 FF0756  USGS QUAD   -  TRUMANN (1983)
 FF0756
 FF0756                         *CURRENT SURVEY CONTROL
 FF0756  ___________________________________________________________________
 FF0756* NAD 83(1986)-  35 44 08.     (N)    090 33 15.     (W)     SCALED    
 FF0756* NAVD 88     -        68.731  (meters)     225.50   (feet)  ADJUSTED  
 FF0756  ___________________________________________________________________
 FF0756  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF0756  DYNAMIC HT  -          68.672 (meters)     225.30  (feet)  COMP
 FF0756  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 FF0756
 FF0756  VERT ORDER  -  FIRST     CLASS II
 FF0756
 FF0756.The horizontal coordinates were scaled from a topographic map and have
 FF0756.an estimated accuracy of +/- 6 seconds.
 FF0756
 FF0756.The orthometric height was determined by differential leveling
 FF0756.and adjusted by the National Geodetic Survey in June 1991..
 FF0756
 FF0756.The geoid height was determined by GEOID03.
 FF0756
 FF0756.The dynamic height is computed by dividing the NAVD 88
 FF0756.geopotential number by the normal gravity value computed on the
 FF0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0756.degrees latitude (g = 980.6199 gals.).
 FF0756
 FF0756.The modeled gravity was interpolated from observed gravity values.
 FF0756
 FF0756;                    North         East    Units  Estimated Accuracy
 FF0756;SPC AR N     -   156,530.      530,780.      MT  (+/- 180 meters Scaled)
 FF0756
 FF0756                          SUPERSEDED SURVEY CONTROL
 FF0756
 FF0756  NGVD 29 (??/??/??)   68.651  (m)          225.23   (f) ADJUSTED    1 2
 FF0756
 FF0756.Superseded values are not recommended for survey control.
 FF0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0756.See file dsdata.txt to determine how the superseded data were derived.
 FF0756
 FF0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV211573(NAD 83)
 FF0756_MARKER: DB = BENCH MARK DISK
 FF0756_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0756_SP_SET: ABUTMENT
 FF0756_STAMPING: N 179 1956
 FF0756_MARK LOGO: CGS   
 FF0756_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0756+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF0756
 FF0756  HISTORY     - Date     Condition        Report By
 FF0756  HISTORY     - 1956     MONUMENTED       CGS
 FF0756  HISTORY     - 19920322 GOOD             NGS
 FF0756  HISTORY     - 20020814 GOOD             USACE
 FF0756
 FF0756                          STATION DESCRIPTION
 FF0756
 FF0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0756'0.8 MI SE FROM BAY.
 FF0756'0.85 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0756'THE STATION AT BAY, ALONG A BLACK TOP ROAD PARALLEL TO TRACK, IN
 FF0756'THE TOP OF THE SOUTHWEST END OF BRIDGE SEAT OF NORTHWEST ABUTMENT
 FF0756'OF CONCRETE BRIDGE OVER BRANCH OF BIG BAY DITCH, 63 FEET NORTHEAST
 FF0756'OF NORTHEAST RAIL, 31 FEET NORTHEAST OF TELEPHONE POLE NO. 431/18,
 FF0756'15 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD, 1/2 FOOT NORTHEAST OF
 FF0756'SOUTHWEST END OF BRIDGE SEAT AND ABOUT 6 FEET BELOW LEVEL OF
 FF0756'TRACK AND ABOUT 2 1/2 FEET BELOW LEVEL OF ROAD.
 FF0756
 FF0756                          STATION RECOVERY (1992)
 FF0756
 FF0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0756'1.3 KM (0.80 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF0756'FROM THE JUNCTION OF STATE HIGHWAY 158 IN BAY, IN TOP OF AND 0.2 M
 FF0756'(0.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 FF0756'ABUTMENT OF A ROAD BRIDGE SPANNING DITCH NUMBER 6, 19.2 M (63.0 FT)
 FF0756'NORTHEAST OF THE NEAR RAIL, 4.7 M (15.4 FT) SOUTHWEST OF THE ROAD
 FF0756'CENTER, AND 1.8 M (5.9 FT) BELOW THE LEVEL OF THE TRACK.
 FF0756
 FF0756                          STATION RECOVERY (2002)
 FF0756
 FF0756'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0366 ***********************************************************************
 GF0366  DESIGNATION -  N 18
 GF0366  PID         -  GF0366
 GF0366  STATE/COUNTY-  AR/NEWTON
 GF0366  USGS QUAD   -  JASPER (1975)
 GF0366
 GF0366                         *CURRENT SURVEY CONTROL
 GF0366  ___________________________________________________________________
 GF0366* NAD 83(1986)-  36 04 57.     (N)    093 08 14.     (W)     SCALED    
 GF0366* NAVD 88     -       257.310  (meters)     844.19   (feet)  ADJUSTED  
 GF0366  ___________________________________________________________________
 GF0366  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0366  DYNAMIC HT  -         257.080 (meters)     843.44  (feet)  COMP
 GF0366  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GF0366
 GF0366  VERT ORDER  -  SECOND    CLASS 0
 GF0366
 GF0366.The horizontal coordinates were scaled from a topographic map and have
 GF0366.an estimated accuracy of +/- 6 seconds.
 GF0366
 GF0366.The orthometric height was determined by differential leveling
 GF0366.and adjusted by the National Geodetic Survey in June 1991..
 GF0366
 GF0366.The geoid height was determined by GEOID03.
 GF0366
 GF0366.The dynamic height is computed by dividing the NAVD 88
 GF0366.geopotential number by the normal gravity value computed on the
 GF0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0366.degrees latitude (g = 980.6199 gals.).
 GF0366
 GF0366.The modeled gravity was interpolated from observed gravity values.
 GF0366
 GF0366;                    North         East    Units  Estimated Accuracy
 GF0366;SPC AR N     -   194,650.      297,580.      MT  (+/- 180 meters Scaled)
 GF0366
 GF0366                          SUPERSEDED SURVEY CONTROL
 GF0366
 GF0366  NGVD 29 (??/??/92)  257.195  (m)          843.81   (f) ADJ UNCH    2 0
 GF0366
 GF0366.Superseded values are not recommended for survey control.
 GF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0366.See file dsdata.txt to determine how the superseded data were derived.
 GF0366
 GF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV876931(NAD 83)
 GF0366_MARKER: DB = BENCH MARK DISK
 GF0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0366_SP_SET: BRIDGE
 GF0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0366+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2003
 GF0366
 GF0366  HISTORY     - Date     Condition        Report By
 GF0366  HISTORY     - UNK      MONUMENTED       CGS
 GF0366  HISTORY     - 1932     GOOD             NGS
 GF0366  HISTORY     - 20030106 GOOD             ARHD
 GF0366
 GF0366                          STATION DESCRIPTION
 GF0366
 GF0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 GF0366'7.8 MI N FROM JASPER.
 GF0366'7.75 MILES NORTH ALONG HIGHWAY LOCATED ON ARK. STATE HIGHWAY
 GF0366'7 ON CONCRETE BRIDGE OVER HARP CREEK, ON TOP OF WEST HUB GUARD
 GF0366'AND 3 FEET SOUTH OF THE NORTH END OF THE BRIDGE.
 GF0366
 GF0366                          STATION RECOVERY (2003)
 GF0366
 GF0366'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GF0366'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0833 ***********************************************************************
 FF0833  DESIGNATION -  N 180
 FF0833  PID         -  FF0833
 FF0833  STATE/COUNTY-  AR/POINSETT
 FF0833  USGS QUAD   -  WEINER (1980)
 FF0833
 FF0833                         *CURRENT SURVEY CONTROL
 FF0833  ___________________________________________________________________
 FF0833* NAD 83(1986)-  35 35 19.     (N)    090 55 00.     (W)     SCALED    
 FF0833* NAVD 88     -        74.138  (meters)     243.23   (feet)  ADJUSTED  
 FF0833  ___________________________________________________________________
 FF0833  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF0833  DYNAMIC HT  -          74.073 (meters)     243.02  (feet)  COMP
 FF0833  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 FF0833
 FF0833  VERT ORDER  -  FIRST     CLASS II
 FF0833
 FF0833.The horizontal coordinates were scaled from a topographic map and have
 FF0833.an estimated accuracy of +/- 6 seconds.
 FF0833
 FF0833.The orthometric height was determined by differential leveling
 FF0833.and adjusted by the National Geodetic Survey in June 1991..
 FF0833
 FF0833.The geoid height was determined by GEOID03.
 FF0833
 FF0833.The dynamic height is computed by dividing the NAVD 88
 FF0833.geopotential number by the normal gravity value computed on the
 FF0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0833.degrees latitude (g = 980.6199 gals.).
 FF0833
 FF0833.The modeled gravity was interpolated from observed gravity values.
 FF0833
 FF0833;                    North         East    Units  Estimated Accuracy
 FF0833;SPC AR N     -   139,800.      498,170.      MT  (+/- 180 meters Scaled)
 FF0833
 FF0833                          SUPERSEDED SURVEY CONTROL
 FF0833
 FF0833  NGVD 29 (??/??/??)   74.079  (m)          243.04   (f) ADJUSTED    1 2
 FF0833
 FF0833.Superseded values are not recommended for survey control.
 FF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0833.See file dsdata.txt to determine how the superseded data were derived.
 FF0833
 FF0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV887403(NAD 83)
 FF0833_MARKER: DB = BENCH MARK DISK
 FF0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0833_SP_SET: CULVERT
 FF0833_STAMPING: N 180 1956
 FF0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0833
 FF0833  HISTORY     - Date     Condition        Report By
 FF0833  HISTORY     - 1956     MONUMENTED       CGS
 FF0833  HISTORY     - 20020821 MARK NOT FOUND   USACE
 FF0833
 FF0833                          STATION DESCRIPTION
 FF0833
 FF0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0833'2.4 MI S FROM WEINER.
 FF0833'2.4 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0833'THE STATION AT WEINER, ABOUT 1.75 MILES NORTH OF CROSSING OF
 FF0833'STATE HIGHWAY 14 AT WALDENBURG, POINSETT COUNTY, ABOUT 0.15 MILE
 FF0833'WEST OF SOUTH END OF THE RUNWAY OF WEINER AIRPORT, ABOUT 0.4 MILE
 FF0833'SOUTH OF AIRPORT HANGAR AND JUNCTION OF ROAD EAST, ABOUT 0.2 MILE
 FF0833'NORTH OF MILE POST 148, IN THE TOP OF NORTH END OF EAST HEAD
 FF0833'WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER STATE HIGHWAY 39,
 FF0833'101 FEET EAST AND ACROSS HIGHWAY FROM EAST RAIL, 14 FEET EAST
 FF0833'OF CENTER LINE OF HIGHWAY, 1/2 FOOT SOUTH OF NORTH END OF HEAD
 FF0833'WALL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 FF0833
 FF0833                          STATION RECOVERY (2002)
 FF0833
 FF0833'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0833'THE STATION APPEARS TO HAVE BEEN DESTROYED BY NEW CULVERT
 FF0833'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0802 ***********************************************************************
 FF0802  DESIGNATION -  N 182
 FF0802  PID         -  FF0802
 FF0802  STATE/COUNTY-  AR/POINSETT
 FF0802  USGS QUAD   -  HARRISBURG (1983)
 FF0802
 FF0802                         *CURRENT SURVEY CONTROL
 FF0802  ___________________________________________________________________
 FF0802* NAD 83(1986)-  35 30 10.     (N)    090 43 04.     (W)     SCALED    
 FF0802* NAVD 88     -       113.208  (meters)     371.42   (feet)  ADJUSTED  
 FF0802  ___________________________________________________________________
 FF0802  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0802  DYNAMIC HT  -         113.108 (meters)     371.09  (feet)  COMP
 FF0802  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FF0802
 FF0802  VERT ORDER  -  FIRST     CLASS II
 FF0802
 FF0802.The horizontal coordinates were scaled from a topographic map and have
 FF0802.an estimated accuracy of +/- 6 seconds.
 FF0802
 FF0802.The orthometric height was determined by differential leveling
 FF0802.and adjusted by the National Geodetic Survey in June 1991..
 FF0802
 FF0802.The geoid height was determined by GEOID03.
 FF0802
 FF0802.The dynamic height is computed by dividing the NAVD 88
 FF0802.geopotential number by the normal gravity value computed on the
 FF0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0802.degrees latitude (g = 980.6199 gals.).
 FF0802
 FF0802.The modeled gravity was interpolated from observed gravity values.
 FF0802
 FF0802;                    North         East    Units  Estimated Accuracy
 FF0802;SPC AR N     -   130,500.      516,320.      MT  (+/- 180 meters Scaled)
 FF0802
 FF0802                          SUPERSEDED SURVEY CONTROL
 FF0802
 FF0802  NGVD 29 (??/??/??)  113.154  (m)          371.24   (f) ADJUSTED    1 2
 FF0802
 FF0802.Superseded values are not recommended for survey control.
 FF0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0802.See file dsdata.txt to determine how the superseded data were derived.
 FF0802
 FF0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV069311(NAD 83)
 FF0802_MARKER: DB = BENCH MARK DISK
 FF0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0802_STAMPING: N 182 1956
 FF0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0802+STABILITY: SURFACE MOTION
 FF0802
 FF0802  HISTORY     - Date     Condition        Report By
 FF0802  HISTORY     - 1956     MONUMENTED       CGS
 FF0802  HISTORY     - 20020807 POOR             USACE
 FF0802
 FF0802                          STATION DESCRIPTION
 FF0802
 FF0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0802'2.4 MI NE FROM WHITEHALL.
 FF0802'1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0802'ROAD CROSSING AND STATION SIGN AT WHITEHALL, THENCE ABOUT 0.75
 FF0802'MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.75 MILE EAST ALONG GRAVEL
 FF0802'ROAD FROM RAILROAD TRESTLE NO. 260.8 OVER ROAD AND THE JUNCTION
 FF0802'OF STATE HIGHWAY 1, AT FARM HILL METHODIST CHURCH AND CEMETERY,
 FF0802'46 FEET SOUTHWEST OF CENTER LINE OF ROAD, 141 FEET SOUTHEAST
 FF0802'OF NORTHEAST CORNER OF CHURCH, 134 FEET EAST OF SOUTHEAST CORNER
 FF0802'OF CHURCH, ABOUT 24 YARDS WEST OF THE TOP OF A GRADE IN ROAD, 15 FEET
 FF0802'SOUTHEAST OF A 22-INCH WHITE OAK TREE, 3 FEET SOUTHEAST OF A
 FF0802'WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD
 FF0802'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FF0802
 FF0802                          STATION RECOVERY (2002)
 FF0802
 FF0802'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0802'MARK HAS BEEN HIT. LEANS SOUTHERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0863 ***********************************************************************
 FF0863  DESIGNATION -  N 183
 FF0863  PID         -  FF0863
 FF0863  STATE/COUNTY-  AR/CRAIGHEAD
 FF0863  USGS QUAD   -  HERMAN (1980)
 FF0863
 FF0863                         *CURRENT SURVEY CONTROL
 FF0863  ___________________________________________________________________
 FF0863* NAD 83(1986)-  35 48 34.     (N)    090 48 06.     (W)     SCALED    
 FF0863* NAVD 88     -        89.328  (meters)     293.07   (feet)  ADJUSTED  
 FF0863  ___________________________________________________________________
 FF0863  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0863  DYNAMIC HT  -          89.252 (meters)     292.82  (feet)  COMP
 FF0863  MODELED GRAV-     979,784.1   (mgal)                       NAVD 88
 FF0863
 FF0863  VERT ORDER  -  FIRST     CLASS II
 FF0863
 FF0863.The horizontal coordinates were scaled from a topographic map and have
 FF0863.an estimated accuracy of +/- 6 seconds.
 FF0863
 FF0863.The orthometric height was determined by differential leveling
 FF0863.and adjusted by the National Geodetic Survey in June 1991..
 FF0863
 FF0863.The geoid height was determined by GEOID03.
 FF0863
 FF0863.The dynamic height is computed by dividing the NAVD 88
 FF0863.geopotential number by the normal gravity value computed on the
 FF0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0863.degrees latitude (g = 980.6199 gals.).
 FF0863
 FF0863.The modeled gravity was interpolated from observed gravity values.
 FF0863
 FF0863;                    North         East    Units  Estimated Accuracy
 FF0863;SPC AR N     -   164,420.      508,300.      MT  (+/- 180 meters Scaled)
 FF0863
 FF0863                          SUPERSEDED SURVEY CONTROL
 FF0863
 FF0863  NGVD 29 (??/??/??)   89.247  (m)          292.80   (f) ADJUSTED    1 2
 FF0863
 FF0863.Superseded values are not recommended for survey control.
 FF0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0863.See file dsdata.txt to determine how the superseded data were derived.
 FF0863
 FF0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV986650(NAD 83)
 FF0863_MARKER: DB = BENCH MARK DISK
 FF0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0863_STAMPING: N 183 1956
 FF0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0863+STABILITY: SURFACE MOTION
 FF0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0863+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 FF0863
 FF0863  HISTORY     - Date     Condition        Report By
 FF0863  HISTORY     - 1956     MONUMENTED       CGS
 FF0863  HISTORY     - 20020826 GOOD             USACE
 FF0863
 FF0863                          STATION DESCRIPTION
 FF0863
 FF0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0863'2.4 MI NE FROM GIBSON.
 FF0863'2.4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0863'FROM THE ROAD CROSSING AT GIBSON, WEST-NORTHWEST AND ACROSS TRACK
 FF0863'FROM TELEPHONE POLE NO. 131/6, AT CROSSING OF A NARROW EAST-WEST
 FF0863'ROAD, 45 FEET NORTHWEST OF NORTHWEST RAIL, 22 FEET SOUTH OF CENTER
 FF0863'LINE OF ROAD, 2 FEET SOUTHEAST OF A FENCE LINE, 4 1/2 FEET SOUTH
 FF0863'OF A FENCE CORNER, 52 FEET WEST OF CROSSING WARNING SIGN, 80 1/2
 FF0863'FEET NORTH-NORTHEAST OF THE FIRST TELEPHONE POLE SOUTHWEST OF
 FF0863'CROSSING AND ON NORTHWEST SIDE OF TRACK, 2 FEET SOUTHWEST OF A
 FF0863'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK
 FF0863'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0863
 FF0863                          STATION RECOVERY (2002)
 FF0863
 FF0863'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0089 ***********************************************************************
 FF0089  DESIGNATION -  N 184
 FF0089  PID         -  FF0089
 FF0089  STATE/COUNTY-  AR/CRAIGHEAD
 FF0089  USGS QUAD   -  CARAWAY (1983)
 FF0089
 FF0089                         *CURRENT SURVEY CONTROL
 FF0089  ___________________________________________________________________
 FF0089* NAD 83(1986)-  35 51 39.     (N)    090 20 45.     (W)     SCALED    
 FF0089* NAVD 88     -        71.310  (meters)     233.96   (feet)  POSTED    
 FF0089  ___________________________________________________________________
 FF0089  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FF0089  DYNAMIC HT  -          71.250 (meters)     233.76  (feet)  COMP
 FF0089  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 FF0089
 FF0089  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0089
 FF0089.The horizontal coordinates were scaled from a topographic map and have
 FF0089.an estimated accuracy of +/- 6 seconds.
 FF0089
 FF0089.The orthometric height was determined by differential leveling
 FF0089.and adjusted by the National Geodetic Survey in 1992..
 FF0089.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0089.rate of 0.0 thru 1.0 mm/km.
 FF0089
 FF0089.The geoid height was determined by GEOID03.
 FF0089
 FF0089.The dynamic height is computed by dividing the NAVD 88
 FF0089.geopotential number by the normal gravity value computed on the
 FF0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0089.degrees latitude (g = 980.6199 gals.).
 FF0089
 FF0089.The modeled gravity was interpolated from observed gravity values.
 FF0089
 FF0089;                    North         East    Units  Estimated Accuracy
 FF0089;SPC AR N     -   170,720.      549,390.      MT  (+/- 180 meters Scaled)
 FF0089
 FF0089                          SUPERSEDED SURVEY CONTROL
 FF0089
 FF0089  NGVD 29 (??/??/??)   71.274  (m)          233.84   (f) ADJUSTED    1 2
 FF0089
 FF0089.Superseded values are not recommended for survey control.
 FF0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0089.See file dsdata.txt to determine how the superseded data were derived.
 FF0089
 FF0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV396717(NAD 83)
 FF0089_MARKER: DB = BENCH MARK DISK
 FF0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0089_STAMPING: N 184 1956
 FF0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0089+STABILITY: SURFACE MOTION
 FF0089
 FF0089  HISTORY     - Date     Condition        Report By
 FF0089  HISTORY     - 1956     MONUMENTED       CGS
 FF0089  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0089
 FF0089                          STATION DESCRIPTION
 FF0089
 FF0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0089'2.1 MI SW FROM MONETTE.
 FF0089'ABOUT 2.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0089'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 18 AT MONETTE, ABOUT
 FF0089'2.0 MILES NORTHEAST OF CROSSING OF STATE HIGHWAY 135 AT BLACK
 FF0089'OAK, CRAIGHEAD COUNTY, 12 FEET EAST-SOUTHEAST OF NEAR RAIL OF
 FF0089'TRACK, 57 FEET SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE
 FF0089'NO. 1192, 130 FEET NORTHEAST AND ACROSS TRACK FROM TELEPHONE POLE
 FF0089'NO. 1193, 36 FEET NORTHEAST OF CENTER OF CROSSING OF TRACK AND A
 FF0089'PRIVATE FIELD ROAD LEADING WEST ALONG THE SOUTH SIDE OF A ROW
 FF0089'OF ELM TREES, 39 FEET NORTH OF THE THIRD TELEPHONE POLE NORTHEAST
 FF0089'OF MILE POLE 270, AT THE BOTTOM SOUTH CORNER OF A SMALL FILL FOR
 FF0089'A HAND CAR STOP, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0089'1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0089'POST PROJECTING 2 INCHES.
 FF0089
 FF0089                          STATION RECOVERY (2002)
 FF0089
 FF0089'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1854 ***********************************************************************
 FE1854  DESIGNATION -  N 185
 FE1854  PID         -  FE1854
 FE1854  STATE/COUNTY-  AR/MISSISSIPPI
 FE1854  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1854
 FE1854                         *CURRENT SURVEY CONTROL
 FE1854  ___________________________________________________________________
 FE1854* NAD 83(1986)-  35 53 23.     (N)    089 58 48.     (W)     SCALED    
 FE1854* NAVD 88     -        74.692  (meters)     245.05   (feet)  ADJUSTED  
 FE1854  ___________________________________________________________________
 FE1854  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE1854  DYNAMIC HT  -          74.629 (meters)     244.85  (feet)  COMP
 FE1854  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1854
 FE1854  VERT ORDER  -  FIRST     CLASS II
 FE1854
 FE1854.The horizontal coordinates were scaled from a topographic map and have
 FE1854.an estimated accuracy of +/- 6 seconds.
 FE1854
 FE1854.The orthometric height was determined by differential leveling
 FE1854.and adjusted by the National Geodetic Survey in June 1991..
 FE1854
 FE1854.The geoid height was determined by GEOID03.
 FE1854
 FE1854.The dynamic height is computed by dividing the NAVD 88
 FE1854.geopotential number by the normal gravity value computed on the
 FE1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1854.degrees latitude (g = 980.6199 gals.).
 FE1854
 FE1854.The modeled gravity was interpolated from observed gravity values.
 FE1854
 FE1854;                    North         East    Units  Estimated Accuracy
 FE1854;SPC AR N     -   174,540.      582,360.      MT  (+/- 180 meters Scaled)
 FE1854
 FE1854                          SUPERSEDED SURVEY CONTROL
 FE1854
 FE1854  NGVD 29 (??/??/??)   74.652  (m)          244.92   (f) ADJUSTED    1 2
 FE1854
 FE1854.Superseded values are not recommended for survey control.
 FE1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1854.See file dsdata.txt to determine how the superseded data were derived.
 FE1854
 FE1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE310758(NAD 83)
 FE1854_MARKER: DB = BENCH MARK DISK
 FE1854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1854_SP_SET: CULVERT
 FE1854_STAMPING: N 185 1956
 FE1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1854
 FE1854  HISTORY     - Date     Condition        Report By
 FE1854  HISTORY     - 1956     MONUMENTED       CGS
 FE1854  HISTORY     - 1987     GOOD             USPSQD
 FE1854  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1854
 FE1854                          STATION DESCRIPTION
 FE1854
 FE1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1854'4.2 MI NE FROM DELL.
 FE1854'4.2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FE1854'FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL, ABOUT 3.9 MILES
 FE1854'SOUTHWEST OF CROSSING OF 21ST STREET (STATE HIGHWAY 18) AT
 FE1854'BLYTHEVILLE, ABOUT 0.2 MILE NORTHEAST OF JUNCTION OF HIGHWAY
 FE1854'18 AND A GRAVEL ROAD SOUTH, NORTHWEST AND ACROSS HIGHWAY FROM
 FE1854'A HOUSE WITH ASBESTOS SIDING, 22 FEET NORTHWEST OF CENTER LINE
 FE1854'OF HIGHWAY, 59 FEET SOUTHEAST OF SOUTHEAST RAIL, IN THE TOP OF
 FE1854'NORTHEAST END OF NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT
 FE1854'UNDER HIGHWAY 18 AND ABOUT LEVEL WITH HIGHWAY.
 FE1854
 FE1854                          STATION RECOVERY (1987)
 FE1854
 FE1854'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1854'RECOVERED IN GOOD CONDITION.
 FE1854
 FE1854                          STATION RECOVERY (2002)
 FE1854
 FE1854'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1854'THE STATION HAS BEEN DESTROYED DUE TO HWY WIDENING AND NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0164 ***********************************************************************
 GE0164  DESIGNATION -  N 186
 GE0164  PID         -  GE0164
 GE0164  STATE/COUNTY-  AR/GREENE
 GE0164  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0164
 GE0164                         *CURRENT SURVEY CONTROL
 GE0164  ___________________________________________________________________
 GE0164* NAD 83(1986)-  36 04 01.     (N)    090 26 02.     (W)     SCALED    
 GE0164* NAVD 88     -        78.517  (meters)     257.60   (feet)  ADJUSTED  
 GE0164  ___________________________________________________________________
 GE0164  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0164  DYNAMIC HT  -          78.452 (meters)     257.39  (feet)  COMP
 GE0164  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GE0164
 GE0164  VERT ORDER  -  FIRST     CLASS II
 GE0164
 GE0164.The horizontal coordinates were scaled from a topographic map and have
 GE0164.an estimated accuracy of +/- 6 seconds.
 GE0164
 GE0164.The orthometric height was determined by differential leveling
 GE0164.and adjusted by the National Geodetic Survey in June 1991..
 GE0164
 GE0164.The geoid height was determined by GEOID03.
 GE0164
 GE0164.The dynamic height is computed by dividing the NAVD 88
 GE0164.geopotential number by the normal gravity value computed on the
 GE0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0164.degrees latitude (g = 980.6199 gals.).
 GE0164
 GE0164.The modeled gravity was interpolated from observed gravity values.
 GE0164
 GE0164;                    North         East    Units  Estimated Accuracy
 GE0164;SPC AR N     -   193,460.      541,080.      MT  (+/- 180 meters Scaled)
 GE0164
 GE0164                          SUPERSEDED SURVEY CONTROL
 GE0164
 GE0164  NGVD 29 (??/??/92)   78.510  (m)          257.58   (f) ADJ UNCH    1 2
 GE0164
 GE0164.Superseded values are not recommended for survey control.
 GE0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0164.See file dsdata.txt to determine how the superseded data were derived.
 GE0164
 GE0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV311944(NAD 83)
 GE0164_MARKER: DB = BENCH MARK DISK
 GE0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0164_STAMPING: N 186 1956
 GE0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0164+STABILITY: SURFACE MOTION
 GE0164
 GE0164  HISTORY     - Date     Condition        Report By
 GE0164  HISTORY     - 1956     MONUMENTED       CGS
 GE0164  HISTORY     - 20020503 MARK NOT FOUND   USACE
 GE0164
 GE0164                          STATION DESCRIPTION
 GE0164
 GE0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0164'3.4 MI E FROM PARAGOULD.
 GE0164'ABOUT 3.35 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0164'FROM THE STATION AT PARAGOULD, ABOUT 10 TELEPHONE POLES WEST
 GE0164'OF MILE POLE 106, AT A PRIVATE ROAD CROSSING LEADING SOUTH TO
 GE0164'FRED WIDMER RESIDENCE, 24 FEET SOUTH OF SOUTH RAIL, 24 FEET EAST
 GE0164'OF CENTER LINE OF PRIVATE ROAD, 35 FEET SOUTHEAST OF CENTER OF
 GE0164'CROSSING, 118 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF
 GE0164'TWO-STORY FRAME HOUSE OF FRED WIDMER, 10 FEET EAST-NORTHEAST OF
 GE0164'A TELEPHONE POLE ON BRANCH LINE TO HOUSE, 2 1/2 FEET SOUTHWEST
 GE0164'OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 GE0164'ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GE0164'CONCRETE POST PROJECTING 3 INCHES.
 GE0164
 GE0164                          STATION RECOVERY (2002)
 GE0164
 GE0164'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0115 ***********************************************************************
 GE0115  DESIGNATION -  N 187
 GE0115  PID         -  GE0115
 GE0115  STATE/COUNTY-  AR/GREENE
 GE0115  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0115
 GE0115                         *CURRENT SURVEY CONTROL
 GE0115  ___________________________________________________________________
 GE0115* NAD 83(1986)-  36 05 04.     (N)    090 27 47.     (W)     SCALED    
 GE0115* NAVD 88     -        83.569  (meters)     274.18   (feet)  ADJUSTED  
 GE0115  ___________________________________________________________________
 GE0115  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0115  DYNAMIC HT  -          83.499 (meters)     273.95  (feet)  COMP
 GE0115  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GE0115
 GE0115  VERT ORDER  -  FIRST     CLASS II
 GE0115
 GE0115.The horizontal coordinates were scaled from a topographic map and have
 GE0115.an estimated accuracy of +/- 6 seconds.
 GE0115
 GE0115.The orthometric height was determined by differential leveling
 GE0115.and adjusted by the National Geodetic Survey in June 1991..
 GE0115
 GE0115.The geoid height was determined by GEOID03.
 GE0115
 GE0115.The dynamic height is computed by dividing the NAVD 88
 GE0115.geopotential number by the normal gravity value computed on the
 GE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0115.degrees latitude (g = 980.6199 gals.).
 GE0115
 GE0115.The modeled gravity was interpolated from observed gravity values.
 GE0115
 GE0115;                    North         East    Units  Estimated Accuracy
 GE0115;SPC AR N     -   195,360.      538,420.      MT  (+/- 180 meters Scaled)
 GE0115
 GE0115                          SUPERSEDED SURVEY CONTROL
 GE0115
 GE0115  NGVD 29 (??/??/92)   83.560  (m)          274.15   (f) ADJ UNCH    1 2
 GE0115
 GE0115.Superseded values are not recommended for survey control.
 GE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0115.See file dsdata.txt to determine how the superseded data were derived.
 GE0115
 GE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV284962(NAD 83)
 GE0115_MARKER: DB = BENCH MARK DISK
 GE0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0115_STAMPING: N 187 1956
 GE0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0115+STABILITY: SURFACE MOTION
 GE0115
 GE0115  HISTORY     - Date     Condition        Report By
 GE0115  HISTORY     - 1956     MONUMENTED       CGS
 GE0115  HISTORY     - 20020502 MARK NOT FOUND   USACE
 GE0115
 GE0115                          STATION DESCRIPTION
 GE0115
 GE0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0115'2.4 MI NE FROM PARAGOULD.
 GE0115'ABOUT 2.45 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0115'RAILWAY FROM THE STATION AT PARAGOULD, ABOUT 0.2 MILE SOUTHWEST
 GE0115'OF MILE POLE 101, ABOUT 6 TELEPHONE POLES NORTHEAST OF CROSSING
 GE0115'OF GOLDSMITH ROAD, ABOUT 2 TELEPHONE POLES SOUTH WEST OF A FARM
 GE0115'ROAD CROSSING, 45 FEET SOUTHEAST OF SOUTHEAST RAIL, 287 FEET
 GE0115'NORTHEAST OF A FENCE CORNER, 13 FEET EAST OF TELEPHONE POLE NO.
 GE0115'101/06, 7 1/2 FEET NORTHEAST OF A LONE 6-INCH OAK TREE WHICH IS
 GE0115'IN A FENCE LINE, 1 FOOT NORTHWEST OF A FENCE LINE, 1 1/2 FEET
 GE0115'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL
 GE0115'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GE0115'INCHES.
 GE0115
 GE0115                          STATION RECOVERY (2002)
 GE0115
 GE0115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0213 ***********************************************************************
 GE0213  DESIGNATION -  N 188
 GE0213  PID         -  GE0213
 GE0213  STATE/COUNTY-  AR/GREENE
 GE0213  USGS QUAD   -  LAFE (1993)
 GE0213
 GE0213                         *CURRENT SURVEY CONTROL
 GE0213  ___________________________________________________________________
 GE0213* NAD 83(1986)-  36 12 41.     (N)    090 31 31.     (W)     SCALED    
 GE0213* NAVD 88     -        92.070  (meters)     302.07   (feet)  ADJUSTED  
 GE0213  ___________________________________________________________________
 GE0213  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE0213  DYNAMIC HT  -          91.994 (meters)     301.82  (feet)  COMP
 GE0213  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 GE0213
 GE0213  VERT ORDER  -  FIRST     CLASS II
 GE0213
 GE0213.The horizontal coordinates were scaled from a topographic map and have
 GE0213.an estimated accuracy of +/- 6 seconds.
 GE0213
 GE0213.The orthometric height was determined by differential leveling
 GE0213.and adjusted by the National Geodetic Survey in June 1991..
 GE0213
 GE0213.The geoid height was determined by GEOID03.
 GE0213
 GE0213.The dynamic height is computed by dividing the NAVD 88
 GE0213.geopotential number by the normal gravity value computed on the
 GE0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0213.degrees latitude (g = 980.6199 gals.).
 GE0213
 GE0213.The modeled gravity was interpolated from observed gravity values.
 GE0213
 GE0213;                    North         East    Units  Estimated Accuracy
 GE0213;SPC AR N     -   209,350.      532,610.      MT  (+/- 180 meters Scaled)
 GE0213
 GE0213                          SUPERSEDED SURVEY CONTROL
 GE0213
 GE0213  NGVD 29 (??/??/92)   92.061  (m)          302.04   (f) ADJ UNCH    1 2
 GE0213
 GE0213.Superseded values are not recommended for survey control.
 GE0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0213.See file dsdata.txt to determine how the superseded data were derived.
 GE0213
 GE0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA224102(NAD 83)
 GE0213_MARKER: DB = BENCH MARK DISK
 GE0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0213_SP_SET: 48 FEET
 GE0213_STAMPING: N 188 1956
 GE0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0213
 GE0213  HISTORY     - Date     Condition        Report By
 GE0213  HISTORY     - 1956     MONUMENTED       CGS
 GE0213  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE0213
 GE0213                          STATION DESCRIPTION
 GE0213
 GE0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0213'8.8 MI SE FROM KNOBEL.
 GE0213'8.75 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0213'STATION AT KNOBEL, ABOUT 12 POLES SOUTHEAST OF MILE POLE 207,
 GE0213'ABOUT 0.85 MILE NORTHWEST OF ROAD CROSSING AT LAFE, ABOUT 1.0
 GE0213'MILE SOUTHEAST OF THE ROAD CROSSING AT HOOKER, AT AN ABANDONED
 GE0213'ROAD CROSSING, 47 3/4 FEET SOUTHWEST OF SOUTHWEST RAIL, 259
 GE0213'FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF A FARM HOUSE, 106
 GE0213'FEET WEST OF WEST CORNER OF RAILROAD TRESTLE NO. 207.4, 59
 GE0213'FEET NORTHWEST OF A 40-INCH OAK TREE WHICH IS IN FENCE LINE, 61
 GE0213'FEET WEST-SOUTHWEST OF CENTER OF ABANDONED ROAD CROSSING, 30
 GE0213'FEET NORTHWEST OF CENTER LINE OF ABANDONED ROAD, 19 FEET
 GE0213'NORTHEAST OF CENTER LINE OF A ROAD PARALLELING THE TRACK TO THE
 GE0213'NORTHWEST, 1 1/2 FEET EAST OF A FENCE CORNER, 1 1/2 FEET
 GE0213'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET
 GE0213'BELOW LEVEL OF TRACK, AND IS A DISK ON TOP OF A COPPER-COATED
 GE0213'STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 4-INCH TILE WHICH
 GE0213'PROJECTS 3 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 48-FEET.
 GE0213
 GE0213                          STATION RECOVERY (2002)
 GE0213
 GE0213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0234 ***********************************************************************
 GE0234  DESIGNATION -  N 190
 GE0234  PID         -  GE0234
 GE0234  STATE/COUNTY-  AR/CLAY
 GE0234  USGS QUAD   -  KNOBEL (1993)
 GE0234
 GE0234                         *CURRENT SURVEY CONTROL
 GE0234  ___________________________________________________________________
 GE0234* NAD 83(1986)-  36 20 04.     (N)    090 35 25.     (W)     SCALED    
 GE0234* NAVD 88     -        86.011  (meters)     282.19   (feet)  ADJUSTED  
 GE0234  ___________________________________________________________________
 GE0234  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GE0234  DYNAMIC HT  -          85.942 (meters)     281.96  (feet)  COMP
 GE0234  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GE0234
 GE0234  VERT ORDER  -  FIRST     CLASS II
 GE0234
 GE0234.The horizontal coordinates were scaled from a topographic map and have
 GE0234.an estimated accuracy of +/- 6 seconds.
 GE0234
 GE0234.The orthometric height was determined by differential leveling
 GE0234.and adjusted by the National Geodetic Survey in June 1991..
 GE0234
 GE0234.The geoid height was determined by GEOID03.
 GE0234
 GE0234.The dynamic height is computed by dividing the NAVD 88
 GE0234.geopotential number by the normal gravity value computed on the
 GE0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0234.degrees latitude (g = 980.6199 gals.).
 GE0234
 GE0234.The modeled gravity was interpolated from observed gravity values.
 GE0234
 GE0234;                    North         East    Units  Estimated Accuracy
 GE0234;SPC AR N     -   222,920.      526,570.      MT  (+/- 180 meters Scaled)
 GE0234
 GE0234                          SUPERSEDED SURVEY CONTROL
 GE0234
 GE0234  NGVD 29 (??/??/92)   86.002  (m)          282.16   (f) ADJ UNCH    1 2
 GE0234
 GE0234.Superseded values are not recommended for survey control.
 GE0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0234.See file dsdata.txt to determine how the superseded data were derived.
 GE0234
 GE0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA162237(NAD 83)
 GE0234_MARKER: DB = BENCH MARK DISK
 GE0234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0234_SP_SET: 48 FEET
 GE0234_STAMPING: N 190 1956
 GE0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0234
 GE0234  HISTORY     - Date     Condition        Report By
 GE0234  HISTORY     - 1956     MONUMENTED       CGS
 GE0234  HISTORY     - 20020917 POOR             USACE
 GE0234
 GE0234                          STATION DESCRIPTION
 GE0234
 GE0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0234'1.4 MI N FROM KNOBEL.
 GE0234'1.35 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0234'STATION AT KNOBEL, ABOUT 12 TELEPHONE POLES SOUTH OF MILE POST
 GE0234'197, AT A ROAD CROSSING, 44 1/2 FEET WEST OF WEST RAIL, 58 FEET
 GE0234'NORTHWEST OF CENTER OF CROSSING, 47 FEET NORTH OF CENTER LINE OF
 GE0234'ROAD, 13 FEET EAST OF TELEPHONE POLE NO. 8357, 1 FOOT EAST OF A
 GE0234'FENCE LINE, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 GE0234'ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A
 GE0234'COPPER COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY
 GE0234'A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD IS DRIVEN TO A
 GE0234'DEPTH OF 48-FEET.
 GE0234
 GE0234                          STATION RECOVERY (2002)
 GE0234
 GE0234'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0234'THE STATION HAS BEEN HIT, ROD BENT OVER AND DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0430 ***********************************************************************
 DL0430  DESIGNATION -  N 192 X
 DL0430  PID         -  DL0430
 DL0430  STATE/COUNTY-  AR/CLARK
 DL0430  USGS QUAD   -  GURDON (1970)
 DL0430
 DL0430                         *CURRENT SURVEY CONTROL
 DL0430  ___________________________________________________________________
 DL0430* NAD 83(1986)-  33 55 56.     (N)    093 08 26.     (W)     SCALED    
 DL0430* NAVD 88     -        58.124  (meters)     190.70   (feet)  ADJUSTED  
 DL0430  ___________________________________________________________________
 DL0430  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL0430  DYNAMIC HT  -          58.065 (meters)     190.50  (feet)  COMP
 DL0430  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 DL0430
 DL0430  VERT ORDER  -  FIRST     CLASS II
 DL0430
 DL0430.The horizontal coordinates were scaled from a topographic map and have
 DL0430.an estimated accuracy of +/- 6 seconds.
 DL0430
 DL0430.The orthometric height was determined by differential leveling
 DL0430.and adjusted by the National Geodetic Survey in June 1991..
 DL0430
 DL0430.The geoid height was determined by GEOID03.
 DL0430
 DL0430.The dynamic height is computed by dividing the NAVD 88
 DL0430.geopotential number by the normal gravity value computed on the
 DL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0430.degrees latitude (g = 980.6199 gals.).
 DL0430
 DL0430.The modeled gravity was interpolated from observed gravity values.
 DL0430
 DL0430;                    North         East    Units  Estimated Accuracy
 DL0430;SPC AR S     -   540,950.      294,560.      MT  (+/- 180 meters Scaled)
 DL0430
 DL0430                          SUPERSEDED SURVEY CONTROL
 DL0430
 DL0430  NGVD 29 (??/??/92)   58.130  (m)          190.71   (f) ADJ UNCH    1 2
 DL0430
 DL0430.Superseded values are not recommended for survey control.
 DL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0430.See file dsdata.txt to determine how the superseded data were derived.
 DL0430
 DL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT870546(NAD 83)
 DL0430_MARKER: DB = BENCH MARK DISK
 DL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0430_STAMPING: N 192 X 1959
 DL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0430+STABILITY: SURFACE MOTION
 DL0430
 DL0430  HISTORY     - Date     Condition        Report By
 DL0430  HISTORY     - 1959     MONUMENTED       CGS
 DL0430  HISTORY     - 1960     GOOD             NGS
 DL0430
 DL0430                          STATION DESCRIPTION
 DL0430
 DL0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0430'1.05 MI NE FROM GURDON.
 DL0430'ABOUT 1.05 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0430'THE STATION AT GURDON, 119 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 DL0430'MILEPOLE 425.10, 73 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DL0430'SOUTHEAST TRACK, 19 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD,
 DL0430'91 FEET EAST OF THE CENTER OF A PRIVATE DIRT ROAD CROSSING, 38 FEET
 DL0430'SOUTHEAST OF A FENCE, A FOOT SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST
 DL0430'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE TRACKS, AND IN THE TOP
 DL0430'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0330 ***********************************************************************
 DL0330  DESIGNATION -  N 196
 DL0330  PID         -  DL0330
 DL0330  STATE/COUNTY-  AR/OUACHITA
 DL0330  USGS QUAD   -  CAMDEN (1985)
 DL0330
 DL0330                         *CURRENT SURVEY CONTROL
 DL0330  ___________________________________________________________________
 DL0330* NAD 83(1986)-  33 31 04.     (N)    092 47 48.     (W)     SCALED    
 DL0330* NAVD 88     -        45.324  (meters)     148.70   (feet)  ADJUSTED  
 DL0330  ___________________________________________________________________
 DL0330  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0330  DYNAMIC HT  -          45.277 (meters)     148.55  (feet)  COMP
 DL0330  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 DL0330
 DL0330  VERT ORDER  -  FIRST     CLASS II
 DL0330
 DL0330.The horizontal coordinates were scaled from a topographic map and have
 DL0330.an estimated accuracy of +/- 6 seconds.
 DL0330
 DL0330.The orthometric height was determined by differential leveling
 DL0330.and adjusted by the National Geodetic Survey in June 1991..
 DL0330
 DL0330.The geoid height was determined by GEOID03.
 DL0330
 DL0330.The dynamic height is computed by dividing the NAVD 88
 DL0330.geopotential number by the normal gravity value computed on the
 DL0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0330.degrees latitude (g = 980.6199 gals.).
 DL0330
 DL0330.The modeled gravity was interpolated from observed gravity values.
 DL0330
 DL0330;                    North         East    Units  Estimated Accuracy
 DL0330;SPC AR S     -   494,690.      325,990.      MT  (+/- 180 meters Scaled)
 DL0330
 DL0330                          SUPERSEDED SURVEY CONTROL
 DL0330
 DL0330  NGVD 29 (??/??/92)   45.35   (m)          148.8    (f) COMPUTED    1 2
 DL0330
 DL0330.Superseded values are not recommended for survey control.
 DL0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0330.See file dsdata.txt to determine how the superseded data were derived.
 DL0330
 DL0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT188087(NAD 83)
 DL0330_MARKER: DB = BENCH MARK DISK
 DL0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0330_STAMPING: N 196 1960
 DL0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0330+STABILITY: SURFACE MOTION
 DL0330
 DL0330  HISTORY     - Date     Condition        Report By
 DL0330  HISTORY     - 1960     MONUMENTED       CGS
 DL0330  HISTORY     - 1964     GOOD             NGS
 DL0330
 DL0330                          STATION DESCRIPTION
 DL0330
 DL0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0330'5.15 MI SE FROM CAMDEN.
 DL0330'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0330'THE STATION AT CAMDEN, THENCE 1.8 MILES SOUTHEAST ALONG AN ASPHALT
 DL0330'ROAD, ON THE CREST OF A HILL, IN SECTION 18, T 14 S, R 17 W, 108 FEET
 DL0330'WEST OF THE CENTER LINE OF THE ROAD, 103 FEET NORTH OF THE NORTHEAST
 DL0330'CORNER OF A FARMHOUSE, 52 1/2 FEET NORTHWEST OF A 10-INCH SWEETGUM
 DL0330'TREE, 37 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 1.0 FEET
 DL0330'SOUTHEAST OF A WOVENWIRE FENCE, ABOUT 2 FEET ABOVE THE ROAD, AND SET
 DL0330'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DL0330
 DL0330                          STATION RECOVERY (1964)
 DL0330
 DL0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0371 ***********************************************************************
 DL0371  DESIGNATION -  N 197
 DL0371  PID         -  DL0371
 DL0371  STATE/COUNTY-  AR/OUACHITA
 DL0371  USGS QUAD   -  CAMDEN (1985)
 DL0371
 DL0371                         *CURRENT SURVEY CONTROL
 DL0371  ___________________________________________________________________
 DL0371* NAD 83(1986)-  33 36 56.     (N)    092 48 54.     (W)     SCALED    
 DL0371* NAVD 88     -        31.029  (meters)     101.80   (feet)  ADJUSTED  
 DL0371  ___________________________________________________________________
 DL0371  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0371  DYNAMIC HT  -          30.997 (meters)     101.70  (feet)  COMP
 DL0371  MODELED GRAV-     979,609.9   (mgal)                       NAVD 88
 DL0371
 DL0371  VERT ORDER  -  FIRST     CLASS II
 DL0371
 DL0371.The horizontal coordinates were scaled from a topographic map and have
 DL0371.an estimated accuracy of +/- 6 seconds.
 DL0371
 DL0371.The orthometric height was determined by differential leveling
 DL0371.and adjusted by the National Geodetic Survey in June 1991..
 DL0371
 DL0371.The geoid height was determined by GEOID03.
 DL0371
 DL0371.The dynamic height is computed by dividing the NAVD 88
 DL0371.geopotential number by the normal gravity value computed on the
 DL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0371.degrees latitude (g = 980.6199 gals.).
 DL0371
 DL0371.The modeled gravity was interpolated from observed gravity values.
 DL0371
 DL0371;                    North         East    Units  Estimated Accuracy
 DL0371;SPC AR S     -   505,550.      324,370.      MT  (+/- 180 meters Scaled)
 DL0371
 DL0371                          SUPERSEDED SURVEY CONTROL
 DL0371
 DL0371  NGVD 29 (??/??/92)   31.059  (m)          101.90   (f) ADJ UNCH    1 2
 DL0371
 DL0371.Superseded values are not recommended for survey control.
 DL0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0371.See file dsdata.txt to determine how the superseded data were derived.
 DL0371
 DL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT171195(NAD 83)
 DL0371_MARKER: DB = BENCH MARK DISK
 DL0371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0371_SP_SET: 64 FT
 DL0371_STAMPING: N 197 1960
 DL0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0371
 DL0371  HISTORY     - Date     Condition        Report By
 DL0371  HISTORY     - 1960     MONUMENTED       CGS
 DL0371  HISTORY     - 1964     GOOD             NGS
 DL0371
 DL0371                          STATION DESCRIPTION
 DL0371
 DL0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0371'3.1 MI NE FROM CAMDEN.
 DL0371'ABOUT 0.55 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD
 DL0371'FROM THE MISSOURI PACIFIC RAILROAD STATION AT CAMDEN, THENCE 1.0 MILE
 DL0371'NORTHEAST ALONG U.S. HIGHWAY 79 AND STATE HIGHWAYS 7 AND 4, THENCE
 DL0371'1.55 MILE NORTHEAST ALONG STATE HIGHWAY 7, 0.8 MILE NORTHEAST OF THE
 DL0371'ST. LOUIS SOUTHWESTERN RAILROAD OVERPASS, IN SECTION 11, T 13 S, R 17
 DL0371'W, 61 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST
 DL0371'OF A 32-INCH SWEET GUM TREE, 1.8 FEET SOUTHWEST OF A METAL WITNESS
 DL0371'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, ON THE TOP OF A
 DL0371'5/8-INCH COPPER COATED STEEL ROD WHICH IS DRIVEN TO THE DEPTH OF 64
 DL0371'FEET, AND IS ENCASED IN A 6-INCH TILE PIPE PROJECTING 1 FOOT.  NOTE--
 DL0371'THE TOP OF THE TILE HAS BEEN BROKEN FROM AROUND THE DISK.  A NO
 DL0371'DUMPING SIGN HAS BEEN ERECTED AND THAT MAY PROTECT THE MARK FROM BEING
 DL0371'COVERED.
 DL0371
 DL0371                          STATION RECOVERY (1964)
 DL0371
 DL0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0224 ***********************************************************************
 DL0224  DESIGNATION -  N 198
 DL0224  PID         -  DL0224
 DL0224  STATE/COUNTY-  AR/UNION
 DL0224  USGS QUAD   -  SMACKOVER (1985)
 DL0224
 DL0224                         *CURRENT SURVEY CONTROL
 DL0224  ___________________________________________________________________
 DL0224* NAD 83(1986)-  33 19 00.     (N)    092 39 56.     (W)     SCALED    
 DL0224* NAVD 88     -        57.983  (meters)     190.23   (feet)  ADJUSTED  
 DL0224  ___________________________________________________________________
 DL0224  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0224  DYNAMIC HT  -          57.922 (meters)     190.03  (feet)  COMP
 DL0224  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 DL0224
 DL0224  VERT ORDER  -  FIRST     CLASS II
 DL0224
 DL0224.The horizontal coordinates were scaled from a topographic map and have
 DL0224.an estimated accuracy of +/- 6 seconds.
 DL0224
 DL0224.The orthometric height was determined by differential leveling
 DL0224.and adjusted by the National Geodetic Survey in June 1991..
 DL0224
 DL0224.The geoid height was determined by GEOID03.
 DL0224
 DL0224.The dynamic height is computed by dividing the NAVD 88
 DL0224.geopotential number by the normal gravity value computed on the
 DL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0224.degrees latitude (g = 980.6199 gals.).
 DL0224
 DL0224.The modeled gravity was interpolated from observed gravity values.
 DL0224
 DL0224;                    North         East    Units  Estimated Accuracy
 DL0224;SPC AR S     -   472,300.      338,030.      MT  (+/- 180 meters Scaled)
 DL0224
 DL0224                          SUPERSEDED SURVEY CONTROL
 DL0224
 DL0224  NGVD 29 (??/??/92)   58.019  (m)          190.35   (f) ADJ UNCH    1 2
 DL0224
 DL0224.Superseded values are not recommended for survey control.
 DL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0224.See file dsdata.txt to determine how the superseded data were derived.
 DL0224
 DL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS311864(NAD 83)
 DL0224_MARKER: DB = BENCH MARK DISK
 DL0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0224_SP_SET: FOUNDATION
 DL0224_STAMPING: N 198 1960
 DL0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0224
 DL0224  HISTORY     - Date     Condition        Report By
 DL0224  HISTORY     - 1960     MONUMENTED       CGS
 DL0224  HISTORY     - 1964     GOOD             NGS
 DL0224
 DL0224                          STATION DESCRIPTION
 DL0224
 DL0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0224'0.4 MI NW FROM NORPHLET.
 DL0224'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0224'STATION AT NORPHLET, THENCE 0.1 MILE SOUTH-SOUTHWEST ALONG AN ASPHALT
 DL0224'ROAD TO THE CITY WATER TOWER, ABOUT ON THE LINE OF SECTION 20 AND 21,
 DL0224'T 16 S, R 15 W, 65 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF AN
 DL0224'ASPHALT ROAD, SET IN THE TOP OF THE NORTH CORNER OF THE EAST CONCRETE
 DL0224'FOOTING OF THE WATER TOWER, 88 FEET SOUTHEAST OF THE CENTER OF THE
 DL0224'JUNCTION OF AN ASPHALT ROAD, ABOUT 3 FEET ABOVE THE ROAD, AND ABOUT 2
 DL0224'FEET ABOVE THE GROUND.
 DL0224
 DL0224                          STATION RECOVERY (1964)
 DL0224
 DL0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0844 ***********************************************************************
 DL0844  DESIGNATION -  N 199
 DL0844  PID         -  DL0844
 DL0844  STATE/COUNTY-  AR/LAFAYETTE
 DL0844  USGS QUAD   -  CANFIELD (1975)
 DL0844
 DL0844                         *CURRENT SURVEY CONTROL
 DL0844  ___________________________________________________________________
 DL0844* NAD 83(1986)-  33 07 43.     (N)    093 43 49.     (W)     SCALED    
 DL0844* NAVD 88     -        64.806  (meters)     212.62   (feet)  ADJUSTED  
 DL0844  ___________________________________________________________________
 DL0844  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL0844  DYNAMIC HT  -          64.736 (meters)     212.39  (feet)  COMP
 DL0844  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DL0844
 DL0844  VERT ORDER  -  FIRST     CLASS II
 DL0844
 DL0844.The horizontal coordinates were scaled from a topographic map and have
 DL0844.an estimated accuracy of +/- 6 seconds.
 DL0844
 DL0844.The orthometric height was determined by differential leveling
 DL0844.and adjusted by the National Geodetic Survey in June 1991..
 DL0844
 DL0844.The geoid height was determined by GEOID03.
 DL0844
 DL0844.The dynamic height is computed by dividing the NAVD 88
 DL0844.geopotential number by the normal gravity value computed on the
 DL0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0844.degrees latitude (g = 980.6199 gals.).
 DL0844
 DL0844.The modeled gravity was interpolated from observed gravity values.
 DL0844
 DL0844;                    North         East    Units  Estimated Accuracy
 DL0844;SPC AR S     -   452,600.      238,540.      MT  (+/- 180 meters Scaled)
 DL0844
 DL0844                          SUPERSEDED SURVEY CONTROL
 DL0844
 DL0844  NGVD 29 (??/??/92)   64.868  (m)          212.82   (f) ADJ UNCH    1 2
 DL0844
 DL0844.Superseded values are not recommended for survey control.
 DL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0844.See file dsdata.txt to determine how the superseded data were derived.
 DL0844
 DL0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS318657(NAD 83)
 DL0844_MARKER: DB = BENCH MARK DISK
 DL0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0844_STAMPING: N 199 1960
 DL0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0844+STABILITY: SURFACE MOTION
 DL0844
 DL0844  HISTORY     - Date     Condition        Report By
 DL0844  HISTORY     - 1960     MONUMENTED       CGS
 DL0844  HISTORY     - 1963     GOOD             NGS
 DL0844
 DL0844                          STATION DESCRIPTION
 DL0844
 DL0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0844'6.5 MI W FROM BRADLEY.
 DL0844'ABOUT 6.5 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0844'SOUTHWESTERN RAILWAY STATION AT BRADLEY, 39 FEET SOUTH OF THE CENTER
 DL0844'LINE OF THE HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF A PRIVATE
 DL0844'ENTRANCE TO A FIELD, ABOUT 0.15 MILE EAST OF A BRICK HOUSE, 1.3 FEET
 DL0844'NORTH OF A FENCE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 DL0844'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DL0844'GROUND.
 DL0844
 DL0844                          STATION RECOVERY (1963)
 DL0844
 DL0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0488 ***********************************************************************
 GE0488  DESIGNATION -  N 2
 GE0488  PID         -  GE0488
 GE0488  STATE/COUNTY-  AR/LAWRENCE
 GE0488  USGS QUAD   -  BLACK ROCK (1974)
 GE0488
 GE0488                         *CURRENT SURVEY CONTROL
 GE0488  ___________________________________________________________________
 GE0488* NAD 83(1986)-  36 05 13.     (N)    091 04 04.     (W)     SCALED    
 GE0488* NAVD 88     -        80.013  (meters)     262.51   (feet)  ADJUSTED  
 GE0488  ___________________________________________________________________
 GE0488  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GE0488  DYNAMIC HT  -          79.947 (meters)     262.29  (feet)  COMP
 GE0488  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GE0488
 GE0488  VERT ORDER  -  FIRST     CLASS II
 GE0488
 GE0488.The horizontal coordinates were scaled from a topographic map and have
 GE0488.an estimated accuracy of +/- 6 seconds.
 GE0488
 GE0488.The orthometric height was determined by differential leveling
 GE0488.and adjusted by the National Geodetic Survey in June 1991..
 GE0488
 GE0488.The geoid height was determined by GEOID03.
 GE0488
 GE0488.The dynamic height is computed by dividing the NAVD 88
 GE0488.geopotential number by the normal gravity value computed on the
 GE0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0488.degrees latitude (g = 980.6199 gals.).
 GE0488
 GE0488.The modeled gravity was interpolated from observed gravity values.
 GE0488
 GE0488;                    North         East    Units  Estimated Accuracy
 GE0488;SPC AR N     -   194,950.      483,960.      MT  (+/- 180 meters Scaled)
 GE0488
 GE0488                          SUPERSEDED SURVEY CONTROL
 GE0488
 GE0488  NGVD 29 (??/??/92)   79.923  (m)          262.21   (f) ADJ UNCH    1 2
 GE0488
 GE0488.Superseded values are not recommended for survey control.
 GE0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0488.See file dsdata.txt to determine how the superseded data were derived.
 GE0488
 GE0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV739953(NAD 83)
 GE0488_MARKER: DB = BENCH MARK DISK
 GE0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0488_STAMPING: 262.214 N 2 1928
 GE0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0488+STABILITY: SURFACE MOTION
 GE0488
 GE0488  HISTORY     - Date     Condition        Report By
 GE0488  HISTORY     - 1928     MONUMENTED       CGS
 GE0488  HISTORY     - 1944     GOOD             NGS
 GE0488  HISTORY     - 1974     MARK NOT FOUND   USGS
 GE0488
 GE0488                          STATION DESCRIPTION
 GE0488
 GE0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0488'AT PORTIA.
 GE0488'AT PORTIA, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, 21.2 FEET
 GE0488'WEST OF THE WEST END OF THE STATION, 120 FEET NORTH OF THE MAIN
 GE0488'STREET, AND 35 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.
 GE0488'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 GE0488'GROUND.
 GE0488
 GE0488                          STATION RECOVERY (1944)
 GE0488
 GE0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0488'RECOVERED IN GOOD CONDITION.
 GE0488
 GE0488                          STATION RECOVERY (1974)
 GE0488
 GE0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GE0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0127 ***********************************************************************
 FH0127  DESIGNATION -  N 20
 FH0127  PID         -  FH0127
 FH0127  STATE/COUNTY-  AR/SEBASTIAN
 FH0127  USGS QUAD   -  HUNTINGTON (1987)
 FH0127
 FH0127                         *CURRENT SURVEY CONTROL
 FH0127  ___________________________________________________________________
 FH0127* NAD 83(1986)-  35 04 50.     (N)    094 15 49.     (W)     SCALED    
 FH0127* NAVD 88     -       200.841  (meters)     658.93   (feet)  ADJUSTED  
 FH0127  ___________________________________________________________________
 FH0127  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FH0127  DYNAMIC HT  -         200.639 (meters)     658.26  (feet)  COMP
 FH0127  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 FH0127
 FH0127  VERT ORDER  -  FIRST     CLASS II
 FH0127
 FH0127.The horizontal coordinates were scaled from a topographic map and have
 FH0127.an estimated accuracy of +/- 6 seconds.
 FH0127
 FH0127.The orthometric height was determined by differential leveling
 FH0127.and adjusted by the National Geodetic Survey in June 1991..
 FH0127
 FH0127.The geoid height was determined by GEOID03.
 FH0127
 FH0127.The dynamic height is computed by dividing the NAVD 88
 FH0127.geopotential number by the normal gravity value computed on the
 FH0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0127.degrees latitude (g = 980.6199 gals.).
 FH0127
 FH0127.The modeled gravity was interpolated from observed gravity values.
 FH0127
 FH0127;                    North         East    Units  Estimated Accuracy
 FH0127;SPC AR N     -    85,270.      193,590.      MT  (+/- 180 meters Scaled)
 FH0127
 FH0127                          SUPERSEDED SURVEY CONTROL
 FH0127
 FH0127  NGVD 29 (??/??/92)  200.728  (m)          658.56   (f) ADJ UNCH    1 2
 FH0127
 FH0127.Superseded values are not recommended for survey control.
 FH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0127.See file dsdata.txt to determine how the superseded data were derived.
 FH0127
 FH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU848827(NAD 83)
 FH0127_MARKER: DB = BENCH MARK DISK
 FH0127_SETTING: 66 = SET IN ROCK OUTCROP
 FH0127_SP_SET: BEDROCK
 FH0127_MARK LOGO: CGS   
 FH0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0127+STABILITY: POSITION/ELEVATION WELL
 FH0127
 FH0127  HISTORY     - Date     Condition        Report By
 FH0127  HISTORY     - UNK      MONUMENTED       CGS
 FH0127  HISTORY     - 1931     GOOD             NGS
 FH0127  HISTORY     - 1965     GOOD             NGS
 FH0127  HISTORY     - 1985     GOOD             NGS
 FH0127  HISTORY     - 1987     GOOD             USPSQD
 FH0127  HISTORY     - 1987     GOOD             USPSQD
 FH0127  HISTORY     - 1988     GOOD             USPSQD
 FH0127  HISTORY     - 1989     GOOD             USPSQD
 FH0127
 FH0127                          STATION DESCRIPTION
 FH0127
 FH0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FH0127'IN HUNTINGTON.
 FH0127'THE MARK IS LOCATED IN THE TOWN OF HUNTINGTON AND IS SET IN
 FH0127'BED ROCK JUST EAST OF WATER TANK.  THE MARK IS 40.0 FT. SOUTH
 FH0127'OF FENCE CORNER, 50 FT WEST OF THE WEST EDGE OF CONCRETE
 FH0127'HIGH-WAY U.S. 71, 52 FT. N.E. OF THE N.E. FOUNDATION OF THE
 FH0127'CITY WATER TANK.  NOTE-- WATER TANK REMOVED BUT FOUNDATION
 FH0127'STILL THERE.
 FH0127
 FH0127                          STATION RECOVERY (1965)
 FH0127
 FH0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FH0127'RECOVERED IN GOOD CONDITION.
 FH0127
 FH0127                          STATION RECOVERY (1985)
 FH0127
 FH0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0127'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  IN
 FH0127'HUNTINGTON, 0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE
 FH0127'JUNCTION OF STATE HIGHWAY 252, SET IN TOP OF A 1-FOOT BY 1-FOOT
 FH0127'EXPOSED FLAT BEDROCK, 17.98 METERS (59.0 FT) WEST OF THE CENTERLINE OF
 FH0127'U.S. HIGHWAY 71, 10.21 METERS (33.5 FT) SOUTH-SOUTHWEST OF THE CENTER
 FH0127'OF A DOUBLE GATE, 3.57 METERS (11.7 FT) WEST-NORTHWEST OF A CHAIN LINK
 FH0127'CORNER FENCE POST, 2.83 METERS (9.3 FT) WEST OF THE CHAIN LINK FENCE,
 FH0127'AND 2.29 METERS (7.5 FT) NORTH OF THE CHAIN LINK FENCE.
 FH0127'THE MARK IS 0.46 M BELOW HIGHWAY 71.
 FH0127
 FH0127                          STATION RECOVERY (1987)
 FH0127
 FH0127'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0127'RECOVERED IN GOOD CONDITION.
 FH0127
 FH0127                          STATION RECOVERY (1987)
 FH0127
 FH0127'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0127'RECOVERED IN GOOD CONDITION.
 FH0127
 FH0127                          STATION RECOVERY (1988)
 FH0127
 FH0127'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0127'RECOVERED IN GOOD CONDITION.
 FH0127
 FH0127                          STATION RECOVERY (1989)
 FH0127
 FH0127'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0112 ***********************************************************************
 DL0112  DESIGNATION -  N 200
 DL0112  PID         -  DL0112
 DL0112  STATE/COUNTY-  AR/UNION
 DL0112  USGS QUAD   -  NEW LONDON (1981)
 DL0112
 DL0112                         *CURRENT SURVEY CONTROL
 DL0112  ___________________________________________________________________
 DL0112* NAD 83(1986)-  33 09 41.     (N)    092 16 47.     (W)     SCALED    
 DL0112* NAVD 88     -        48.327  (meters)     158.55   (feet)  ADJUSTED  
 DL0112  ___________________________________________________________________
 DL0112  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL0112  DYNAMIC HT  -          48.275 (meters)     158.38  (feet)  COMP
 DL0112  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 DL0112
 DL0112  VERT ORDER  -  FIRST     CLASS II
 DL0112
 DL0112.The horizontal coordinates were scaled from a topographic map and have
 DL0112.an estimated accuracy of +/- 6 seconds.
 DL0112
 DL0112.The orthometric height was determined by differential leveling
 DL0112.and adjusted by the National Geodetic Survey in June 1991..
 DL0112
 DL0112.The geoid height was determined by GEOID03.
 DL0112
 DL0112.The dynamic height is computed by dividing the NAVD 88
 DL0112.geopotential number by the normal gravity value computed on the
 DL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0112.degrees latitude (g = 980.6199 gals.).
 DL0112
 DL0112.The modeled gravity was interpolated from observed gravity values.
 DL0112
 DL0112;                    North         East    Units  Estimated Accuracy
 DL0112;SPC AR S     -   454,910.      373,910.      MT  (+/- 180 meters Scaled)
 DL0112
 DL0112                          SUPERSEDED SURVEY CONTROL
 DL0112
 DL0112  NGVD 29 (??/??/92)   48.382  (m)          158.73   (f) ADJ UNCH    1 2
 DL0112
 DL0112.Superseded values are not recommended for survey control.
 DL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0112.See file dsdata.txt to determine how the superseded data were derived.
 DL0112
 DL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS671694(NAD 83)
 DL0112_MARKER: DB = BENCH MARK DISK
 DL0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0112_STAMPING: N 200 1960
 DL0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0112+STABILITY: SURFACE MOTION
 DL0112
 DL0112  HISTORY     - Date     Condition        Report By
 DL0112  HISTORY     - 1960     MONUMENTED       CGS
 DL0112  HISTORY     - 1964     GOOD             NGS
 DL0112  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0112  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0112
 DL0112                          STATION DESCRIPTION
 DL0112
 DL0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0112'11.6 MI NE FROM STRONG.
 DL0112'0.15 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0112'STATION AT STRONG, THENCE 1.1 MILE NORTHEAST ALONG A PAVED ROAD,
 DL0112'THENCE 4.85 MILES NORTH ALONG A GRADED DIRT ROAD TO THE NEW LONDON
 DL0112'COMMUNITY, THENCE 3.25 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 DL0112'2.25 MILES SOUTH-SOUTHEAST ALONG A GRADED DIRT ROAD, OR ABOUT 12.15
 DL0112'MILES NORTHWEST OF THE POST OFFICE AT FELSENTHAL, IN SECTION 7, T 18
 DL0112'S, R 11 W, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 82 FEET
 DL0112'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE EBENEZER PRESBYTERIAN
 DL0112'CHURCH, 17 1/2 FEET WEST OF THE NORTHEAST CORNER OF A CEMETERY, 21
 DL0112'FEET SOUTHEAST OF A 16-INCH OAK TREE, 10 1/2 FEET SOUTHEAST OF A
 DL0112'14-INCH BLACK WALNUT TREE, 1 FOOT NORTH OF THE CEMETARY FENCE, ABOUT 1
 DL0112'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DL0112'PROJECTING 6 INCHES.
 DL0112
 DL0112                          STATION RECOVERY (1964)
 DL0112
 DL0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0112'RECOVERED IN GOOD CONDITION.
 DL0112
 DL0112                          STATION RECOVERY (1977)
 DL0112
 DL0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0112'MARK NOT FOUND.
 DL0112
 DL0112                          STATION RECOVERY (2004)
 DL0112
 DL0112'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0086 ***********************************************************************
 DL0086  DESIGNATION -  N 201
 DL0086  PID         -  DL0086
 DL0086  STATE/COUNTY-  AR/UNION
 DL0086  USGS QUAD   -  URBANA (1981)
 DL0086
 DL0086                         *CURRENT SURVEY CONTROL
 DL0086  ___________________________________________________________________
 DL0086* NAD 83(1986)-  33 14 38.     (N)    092 26 35.     (W)     SCALED    
 DL0086* NAVD 88     -        63.753  (meters)     209.16   (feet)  ADJUSTED  
 DL0086  ___________________________________________________________________
 DL0086  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0086  DYNAMIC HT  -          63.685 (meters)     208.94  (feet)  COMP
 DL0086  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DL0086
 DL0086  VERT ORDER  -  FIRST     CLASS II
 DL0086
 DL0086.The horizontal coordinates were scaled from a topographic map and have
 DL0086.an estimated accuracy of +/- 6 seconds.
 DL0086
 DL0086.The orthometric height was determined by differential leveling
 DL0086.and adjusted by the National Geodetic Survey in June 1991..
 DL0086
 DL0086.The geoid height was determined by GEOID03.
 DL0086
 DL0086.The dynamic height is computed by dividing the NAVD 88
 DL0086.geopotential number by the normal gravity value computed on the
 DL0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0086.degrees latitude (g = 980.6199 gals.).
 DL0086
 DL0086.The modeled gravity was interpolated from observed gravity values.
 DL0086
 DL0086;                    North         East    Units  Estimated Accuracy
 DL0086;SPC AR S     -   464,110.      358,710.      MT  (+/- 180 meters Scaled)
 DL0086
 DL0086                          SUPERSEDED SURVEY CONTROL
 DL0086
 DL0086  NGVD 29 (??/??/92)   63.798  (m)          209.31   (f) ADJ UNCH    1 2
 DL0086
 DL0086.Superseded values are not recommended for survey control.
 DL0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0086.See file dsdata.txt to determine how the superseded data were derived.
 DL0086
 DL0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS518784(NAD 83)
 DL0086_MARKER: DB = BENCH MARK DISK
 DL0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0086_STAMPING: N 201 1960
 DL0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0086+STABILITY: SURFACE MOTION
 DL0086
 DL0086  HISTORY     - Date     Condition        Report By
 DL0086  HISTORY     - 1960     MONUMENTED       CGS
 DL0086  HISTORY     - 1964     GOOD             NGS
 DL0086  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0086
 DL0086                          STATION DESCRIPTION
 DL0086
 DL0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0086'6.05 MI E FROM OLD UNION.
 DL0086'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH,
 DL0086'THENCE 5.85 MILES EAST ALONG STATE HIGHWAY 15, IN THE NORTHEAST 1/4 OF
 DL0086'SECTION 16, T 17 S, R 13 W, 63 FEET NORTHWEST OF THE CENTER LINE OF
 DL0086'THE HIGHWAY, 93 FEET WEST OF THE CENTER OF THE JUNCTION OF A GRADED
 DL0086'DIRT ROAD LEADING NORTH, 7 1/2 FEET SOUTHEAST OF A 12-INCH PINE TREE,
 DL0086'1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DL0086'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. NOTE-- THE
 DL0086'HIGHWAY HAS BEEN RELOCATED AND PASSES ABOUT 0.5 MILE SOUTH OF THIS
 DL0086'MARK.  TO REACH THIS MARK FROM BENCH MARK M 201, CONTINUE EAST ON MAIN
 DL0086'ROAD FOR 0.5 MILE TO FORKS, TAKE LEFT FORK AND FOLLOW DIRT ROAD FOR
 DL0086'0.6 MILE TO FORKS AND MARK TO NORTHWEST AS ORIGINALLY DESCRIBED.
 DL0086
 DL0086                          STATION RECOVERY (1964)
 DL0086
 DL0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0086'RECOVERED IN GOOD CONDITION.
 DL0086
 DL0086                          STATION RECOVERY (2004)
 DL0086
 DL0086'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0557 ***********************************************************************
 DL0557  DESIGNATION -  N 202
 DL0557  PID         -  DL0557
 DL0557  STATE/COUNTY-  AR/COLUMBIA
 DL0557  USGS QUAD   -  WALDO (1968)
 DL0557
 DL0557                         *CURRENT SURVEY CONTROL
 DL0557  ___________________________________________________________________
 DL0557* NAD 83(1986)-  33 21 12.     (N)    093 22 08.     (W)     SCALED    
 DL0557* NAVD 88     -        97.081  (meters)     318.51   (feet)  ADJUSTED  
 DL0557  ___________________________________________________________________
 DL0557  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DL0557  DYNAMIC HT  -          96.977 (meters)     318.17  (feet)  COMP
 DL0557  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 DL0557
 DL0557  VERT ORDER  -  FIRST     CLASS II
 DL0557
 DL0557.The horizontal coordinates were scaled from a topographic map and have
 DL0557.an estimated accuracy of +/- 6 seconds.
 DL0557
 DL0557.The orthometric height was determined by differential leveling
 DL0557.and adjusted by the National Geodetic Survey in June 1991..
 DL0557
 DL0557.The geoid height was determined by GEOID03.
 DL0557
 DL0557.The dynamic height is computed by dividing the NAVD 88
 DL0557.geopotential number by the normal gravity value computed on the
 DL0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0557.degrees latitude (g = 980.6199 gals.).
 DL0557
 DL0557.The modeled gravity was interpolated from observed gravity values.
 DL0557
 DL0557;                    North         East    Units  Estimated Accuracy
 DL0557;SPC AR S     -   477,010.      272,590.      MT  (+/- 180 meters Scaled)
 DL0557
 DL0557                          SUPERSEDED SURVEY CONTROL
 DL0557
 DL0557  NGVD 29 (??/??/92)   97.112  (m)          318.61   (f) ADJ UNCH    1 2
 DL0557
 DL0557.Superseded values are not recommended for survey control.
 DL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0557.See file dsdata.txt to determine how the superseded data were derived.
 DL0557
 DL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS656905(NAD 83)
 DL0557_MARKER: DB = BENCH MARK DISK
 DL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0557_STAMPING: N 202 1960
 DL0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0557+STABILITY: SURFACE MOTION
 DL0557
 DL0557  HISTORY     - Date     Condition        Report By
 DL0557  HISTORY     - 1960     MONUMENTED       CGS
 DL0557  HISTORY     - 1963     GOOD             NGS
 DL0557
 DL0557                          STATION DESCRIPTION
 DL0557
 DL0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0557'4.3 MI W FROM WALDO.
 DL0557'ABOUT 4.3 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0557'STATION AT WALDO, IN SECTION 15, T 16 S, R 22 W, 0.5 MILE WEST OF
 DL0557'MILEPOST 377, 41 FEET NORTH OF THE NORTH RAIL, 46 FEET EAST OF THE
 DL0557'CENTER LINE OF A GRADED DIRT ROAD, 65 FEET NORTHEAST OF THE CENTER OF
 DL0557'A ROAD CROSSING, 7 FEET WEST OF A TELEPHONE POLE, 1.0 FOOT EAST OF A
 DL0557'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE TRACKS, AND IN THE TOP
 DL0557'OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0557
 DL0557                          STATION RECOVERY (1963)
 DL0557
 DL0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0775 ***********************************************************************
 DL0775  DESIGNATION -  N 203
 DL0775  PID         -  DL0775
 DL0775  STATE/COUNTY-  AR/LAFAYETTE
 DL0775  USGS QUAD   -  CANFIELD (1975)
 DL0775
 DL0775                         *CURRENT SURVEY CONTROL
 DL0775  ___________________________________________________________________
 DL0775* NAD 83(1986)-  33 12 45.     (N)    093 37 32.     (W)     SCALED    
 DL0775* NAVD 88     -        80.172  (meters)     263.03   (feet)  ADJUSTED  
 DL0775  ___________________________________________________________________
 DL0775  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DL0775  DYNAMIC HT  -          80.086 (meters)     262.75  (feet)  COMP
 DL0775  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 DL0775
 DL0775  VERT ORDER  -  FIRST     CLASS II
 DL0775
 DL0775.The horizontal coordinates were scaled from a topographic map and have
 DL0775.an estimated accuracy of +/- 6 seconds.
 DL0775
 DL0775.The orthometric height was determined by differential leveling
 DL0775.and adjusted by the National Geodetic Survey in June 1991..
 DL0775
 DL0775.The geoid height was determined by GEOID03.
 DL0775
 DL0775.The dynamic height is computed by dividing the NAVD 88
 DL0775.geopotential number by the normal gravity value computed on the
 DL0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0775.degrees latitude (g = 980.6199 gals.).
 DL0775
 DL0775.The modeled gravity was interpolated from observed gravity values.
 DL0775
 DL0775;                    North         East    Units  Estimated Accuracy
 DL0775;SPC AR S     -   461,740.      248,460.      MT  (+/- 180 meters Scaled)
 DL0775
 DL0775                          SUPERSEDED SURVEY CONTROL
 DL0775
 DL0775  NGVD 29 (??/??/92)   80.223  (m)          263.20   (f) ADJ UNCH    1 2
 DL0775
 DL0775.Superseded values are not recommended for survey control.
 DL0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0775.See file dsdata.txt to determine how the superseded data were derived.
 DL0775
 DL0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS417750(NAD 83)
 DL0775_MARKER: DB = BENCH MARK DISK
 DL0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0775_STAMPING: N 203 1960
 DL0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0775+STABILITY: SURFACE MOTION
 DL0775
 DL0775  HISTORY     - Date     Condition        Report By
 DL0775  HISTORY     - 1960     MONUMENTED       CGS
 DL0775  HISTORY     - 1963     GOOD             NGS
 DL0775
 DL0775                          STATION DESCRIPTION
 DL0775
 DL0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0775'8.1 MI N FROM BRADLEY.
 DL0775'ABOUT 8.1 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0775'THE STATION AT BRADLEY, IN SECTION 6, T 18 S, R 24 W, 0.4 MILE SOUTH
 DL0775'OF MILEPOST 400, 0.2 MILE NORTH OF A WHITE HOUSE ON THE EAST SIDE OF
 DL0775'STATE HIGHWAY 29, 47 1/2 FEET EAST OF THE EAST RAIL, 41 FEET WEST OF
 DL0775'THE CENTER LINE OF THE HIGHWAY, 118 FEET NORTH OF A POWER POLE, IN
 DL0775'LINE WITH A ROW OF POWER POLES, 13 FEET NORTH OF THE CENTER LINE OF A
 DL0775'GRADED DIRT ROAD, 2.2 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET
 DL0775'BELOW THE RAILS, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 DL0775'INCHES.
 DL0775
 DL0775                          STATION RECOVERY (1963)
 DL0775
 DL0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0515 ***********************************************************************
 DL0515  DESIGNATION -  N 204
 DL0515  PID         -  DL0515
 DL0515  STATE/COUNTY-  AR/OUACHITA
 DL0515  USGS QUAD   -  STEPHENS (1976)
 DL0515
 DL0515                         *CURRENT SURVEY CONTROL
 DL0515  ___________________________________________________________________
 DL0515* NAD 83(1986)-  33 25 37.     (N)    093 02 45.     (W)     SCALED    
 DL0515* NAVD 88     -        71.896  (meters)     235.88   (feet)  ADJUSTED  
 DL0515  ___________________________________________________________________
 DL0515  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DL0515  DYNAMIC HT  -          71.820 (meters)     235.63  (feet)  COMP
 DL0515  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 DL0515
 DL0515  VERT ORDER  -  FIRST     CLASS II
 DL0515
 DL0515.The horizontal coordinates were scaled from a topographic map and have
 DL0515.an estimated accuracy of +/- 6 seconds.
 DL0515
 DL0515.The orthometric height was determined by differential leveling
 DL0515.and adjusted by the National Geodetic Survey in June 1991..
 DL0515
 DL0515.The geoid height was determined by GEOID03.
 DL0515
 DL0515.The dynamic height is computed by dividing the NAVD 88
 DL0515.geopotential number by the normal gravity value computed on the
 DL0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0515.degrees latitude (g = 980.6199 gals.).
 DL0515
 DL0515.The modeled gravity was interpolated from observed gravity values.
 DL0515
 DL0515;                    North         East    Units  Estimated Accuracy
 DL0515;SPC AR S     -   484,820.      302,740.      MT  (+/- 180 meters Scaled)
 DL0515
 DL0515                          SUPERSEDED SURVEY CONTROL
 DL0515
 DL0515  NGVD 29 (??/??/92)   71.923  (m)          235.97   (f) ADJ UNCH    1 2
 DL0515
 DL0515.Superseded values are not recommended for survey control.
 DL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0515.See file dsdata.txt to determine how the superseded data were derived.
 DL0515
 DL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS957986(NAD 83)
 DL0515_MARKER: DB = BENCH MARK DISK
 DL0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0515_STAMPING: N 204 1960
 DL0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0515+STABILITY: SURFACE MOTION
 DL0515
 DL0515  HISTORY     - Date     Condition        Report By
 DL0515  HISTORY     - 1960     MONUMENTED       CGS
 DL0515  HISTORY     - 1964     GOOD             NGS
 DL0515
 DL0515                          STATION DESCRIPTION
 DL0515
 DL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0515'1.75 MI NE FROM STEPHENS.
 DL0515'ABOUT 1.75 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0515'FROM THE STATION AT STEPHENS, IN SECTION 14, T 15 S, R 19 W, 3 RAILS
 DL0515'SOUTHWEST OF SEMAPHORE 356.2, 51 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 DL0515'70 FEET NORTHWEST OF AN OIL WELL CASING, 57 FEET NORTHWEST OF THE
 DL0515'NORTHWEST CORNER OF A CONCRETE FOUNDATION SUPPORTING A GAS ENGINE, 31
 DL0515'FEET SOUTHWEST OF A LONE 28-INCH PINE TREE, 2.0 FEET NORTHEAST OF A
 DL0515'METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE TRACKS, AND IN THE TOP
 DL0515'OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0515
 DL0515                          STATION RECOVERY (1964)
 DL0515
 DL0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0644 ***********************************************************************
 DL0644  DESIGNATION -  N 205
 DL0644  PID         -  DL0644
 DL0644  STATE/COUNTY-  AR/COLUMBIA
 DL0644  USGS QUAD   -  CALHOUN (1966)
 DL0644
 DL0644                         *CURRENT SURVEY CONTROL
 DL0644  ___________________________________________________________________
 DL0644* NAD 83(1986)-  33 13 41.     (N)    093 13 06.     (W)     SCALED    
 DL0644* NAVD 88     -        96.476  (meters)     316.52   (feet)  ADJUSTED  
 DL0644  ___________________________________________________________________
 DL0644  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0644  DYNAMIC HT  -          96.372 (meters)     316.18  (feet)  COMP
 DL0644  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DL0644
 DL0644  VERT ORDER  -  SECOND    CLASS 0
 DL0644
 DL0644.This mark is at Magnolia Airport (AGO)
 DL0644
 DL0644.The horizontal coordinates were scaled from a topographic map and have
 DL0644.an estimated accuracy of +/- 6 seconds.
 DL0644
 DL0644.The orthometric height was determined by differential leveling
 DL0644.and adjusted by the National Geodetic Survey in June 1991..
 DL0644
 DL0644.The geoid height was determined by GEOID03.
 DL0644
 DL0644.The dynamic height is computed by dividing the NAVD 88
 DL0644.geopotential number by the normal gravity value computed on the
 DL0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0644.degrees latitude (g = 980.6199 gals.).
 DL0644
 DL0644.The modeled gravity was interpolated from observed gravity values.
 DL0644
 DL0644;                    North         East    Units  Estimated Accuracy
 DL0644;SPC AR S     -   462,940.      286,440.      MT  (+/- 180 meters Scaled)
 DL0644
 DL0644                          SUPERSEDED SURVEY CONTROL
 DL0644
 DL0644  NGVD 29 (??/??/92)   96.522  (m)          316.67   (f) ADJ UNCH    2 0
 DL0644
 DL0644.Superseded values are not recommended for survey control.
 DL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0644.See file dsdata.txt to determine how the superseded data were derived.
 DL0644
 DL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS796765(NAD 83)
 DL0644_MARKER: DB = BENCH MARK DISK
 DL0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0644_STAMPING: N 205 1960
 DL0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0644
 DL0644  HISTORY     - Date     Condition        Report By
 DL0644  HISTORY     - 1960     MONUMENTED       CGS
 DL0644
 DL0644                          STATION DESCRIPTION
 DL0644
 DL0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0644'5.75 MI SE FROM MAGNOLIA.
 DL0644'ABOUT 4.15 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0644'FROM THE STATION AT MAGNOLIA, THENCE 0.8 MILE NORTH ALONG A GRADED
 DL0644'DIRT ROAD, THENCE 0.7 MILE NORTHEAST ALONG A PAVED ROAD, AT THE
 DL0644'MAGNOLIA AIRPORT, IN SECTION 30, T 17 S, R 20 W, 1 FOOT NORTHEAST OF
 DL0644'THE NORTHEAST CORNER OF THE ADMINISTRATION BUILDING, SET IN THE TOP OF
 DL0644'THE SOUTH END OF THE CONCRETE FOUNDATION OF THE DOOR WELL IN THE EAST
 DL0644'SIDE OF THE HANGAR, AND ABOUT LEVEL WITH THE FLOOR OF THE HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1524 ***********************************************************************
 FF1524  DESIGNATION -  N 206
 FF1524  PID         -  FF1524
 FF1524  STATE/COUNTY-  AR/WHITE
 FF1524  USGS QUAD   -  SIDON (1994)
 FF1524
 FF1524                         *CURRENT SURVEY CONTROL
 FF1524  ___________________________________________________________________
 FF1524* NAD 83(1986)-  35 16 12.     (N)    091 54 13.     (W)     SCALED    
 FF1524* NAVD 88     -        84.651  (meters)     277.73   (feet)  ADJUSTED  
 FF1524  ___________________________________________________________________
 FF1524  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF1524  DYNAMIC HT  -          84.575 (meters)     277.48  (feet)  COMP
 FF1524  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 FF1524
 FF1524  VERT ORDER  -  SECOND    CLASS 0
 FF1524
 FF1524.The horizontal coordinates were scaled from a topographic map and have
 FF1524.an estimated accuracy of +/- 6 seconds.
 FF1524
 FF1524.The orthometric height was determined by differential leveling
 FF1524.and adjusted by the National Geodetic Survey in June 1991..
 FF1524
 FF1524.The geoid height was determined by GEOID03.
 FF1524
 FF1524.The dynamic height is computed by dividing the NAVD 88
 FF1524.geopotential number by the normal gravity value computed on the
 FF1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1524.degrees latitude (g = 980.6199 gals.).
 FF1524
 FF1524.The modeled gravity was interpolated from observed gravity values.
 FF1524
 FF1524;                    North         East    Units  Estimated Accuracy
 FF1524;SPC AR N     -   103,920.      408,770.      MT  (+/- 180 meters Scaled)
 FF1524
 FF1524                          SUPERSEDED SURVEY CONTROL
 FF1524
 FF1524  NGVD 29 (??/??/??)   84.605  (m)          277.57   (f) ADJUSTED    2 0
 FF1524
 FF1524.Superseded values are not recommended for survey control.
 FF1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1524.See file dsdata.txt to determine how the superseded data were derived.
 FF1524
 FF1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV997035(NAD 83)
 FF1524_MARKER: DB = BENCH MARK DISK
 FF1524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1524_SP_SET: CULVERT
 FF1524_STAMPING: N 206 1962
 FF1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1524+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF1524
 FF1524  HISTORY     - Date     Condition        Report By
 FF1524  HISTORY     - 1962     MONUMENTED       CGS
 FF1524  HISTORY     - 1967     GOOD             CGS
 FF1524  HISTORY     - 1988     GOOD             USPSQD
 FF1524  HISTORY     - 20030701 GOOD             USACE
 FF1524
 FF1524                          STATION DESCRIPTION
 FF1524
 FF1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1524'10 MI W FROM SEARCY.
 FF1524'IT IS 0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE IN
 FF1524'SEARCY, THENCE 9.75 MILES WEST ALONG STATE HIGHWAY 36, 12 FEET
 FF1524'NORTH OF THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF THE WEST END
 FF1524'OF THE NORTH HEADWALL AND CEMENTED IN A DRILL HOLE IN THE TOP
 FF1524'OF A CONCRETE CULVERT.
 FF1524
 FF1524                          STATION RECOVERY (1988)
 FF1524
 FF1524'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1524'RECOVERED IN GOOD CONDITION.
 FF1524
 FF1524                          STATION RECOVERY (2003)
 FF1524
 FF1524'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1524'MARK IS LOCATED AT NORTHWEST CORNER OF BRIDGE OVER EAST HOG THIEF
 FF1524'CREEK, ON ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1537 ***********************************************************************
 FF1537  DESIGNATION -  N 207
 FF1537  PID         -  FF1537
 FF1537  STATE/COUNTY-  AR/CLEBURNE
 FF1537  USGS QUAD   -  WEST PANGBURN (1992)
 FF1537
 FF1537                         *CURRENT SURVEY CONTROL
 FF1537  ___________________________________________________________________
 FF1537* NAD 83(1986)-  35 26 54.     (N)    091 59 13.     (W)     SCALED    
 FF1537* NAVD 88     -       251.430  (meters)     824.90   (feet)  ADJUSTED  
 FF1537  ___________________________________________________________________
 FF1537  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF1537  DYNAMIC HT  -         251.199 (meters)     824.14  (feet)  COMP
 FF1537  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FF1537
 FF1537  VERT ORDER  -  SECOND    CLASS 0
 FF1537
 FF1537.The horizontal coordinates were scaled from a topographic map and have
 FF1537.an estimated accuracy of +/- 6 seconds.
 FF1537
 FF1537.The orthometric height was determined by differential leveling
 FF1537.and adjusted by the National Geodetic Survey in June 1991..
 FF1537
 FF1537.The geoid height was determined by GEOID03.
 FF1537
 FF1537.The dynamic height is computed by dividing the NAVD 88
 FF1537.geopotential number by the normal gravity value computed on the
 FF1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1537.degrees latitude (g = 980.6199 gals.).
 FF1537
 FF1537.The modeled gravity was interpolated from observed gravity values.
 FF1537
 FF1537;                    North         East    Units  Estimated Accuracy
 FF1537;SPC AR N     -   123,700.      401,190.      MT  (+/- 180 meters Scaled)
 FF1537
 FF1537                          SUPERSEDED SURVEY CONTROL
 FF1537
 FF1537  NGVD 29 (??/??/??)  251.366  (m)          824.69   (f) ADJUSTED    2 0
 FF1537
 FF1537.Superseded values are not recommended for survey control.
 FF1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1537.See file dsdata.txt to determine how the superseded data were derived.
 FF1537
 FF1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV919232(NAD 83)
 FF1537_MARKER: DB = BENCH MARK DISK
 FF1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1537_STAMPING: N 207 1962
 FF1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1537+STABILITY: SURFACE MOTION
 FF1537
 FF1537  HISTORY     - Date     Condition        Report By
 FF1537  HISTORY     - 1962     MONUMENTED       CGS
 FF1537
 FF1537                          STATION DESCRIPTION
 FF1537
 FF1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1537'5.4 MI SE FROM HEBER SPRINGS.
 FF1537'2.2 MILES SOUTH ALONG STATE HIGHWAYS 16 AND 25 FROM THE RAILROAD
 FF1537'STATION AT HEBER SPRINGS, THENCE 3.15 MILES EAST ALONG STATE
 FF1537'HIGHWAY 16, 22.2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FF1537'3.5 FEET WEST OF A POWER POLE, 2.9 FEET NORTHEAST OF A METAL
 FF1537'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET
 FF1537'IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0181 ***********************************************************************
 FG0181  DESIGNATION -  N 208
 FG0181  PID         -  FG0181
 FG0181  STATE/COUNTY-  AR/FAULKNER
 FG0181  USGS QUAD   -  GUY (1994)
 FG0181
 FG0181                         *CURRENT SURVEY CONTROL
 FG0181  ___________________________________________________________________
 FG0181* NAD 83(1986)-  35 19 50.     (N)    092 15 29.     (W)     SCALED    
 FG0181* NAVD 88     -       240.046  (meters)     787.55   (feet)  ADJUSTED  
 FG0181  ___________________________________________________________________
 FG0181  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FG0181  DYNAMIC HT  -         239.822 (meters)     786.82  (feet)  COMP
 FG0181  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FG0181
 FG0181  VERT ORDER  -  SECOND    CLASS 0
 FG0181
 FG0181.The horizontal coordinates were scaled from a topographic map and have
 FG0181.an estimated accuracy of +/- 6 seconds.
 FG0181
 FG0181.The orthometric height was determined by differential leveling
 FG0181.and adjusted by the National Geodetic Survey in June 1991..
 FG0181
 FG0181.The geoid height was determined by GEOID03.
 FG0181
 FG0181.The dynamic height is computed by dividing the NAVD 88
 FG0181.geopotential number by the normal gravity value computed on the
 FG0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0181.degrees latitude (g = 980.6199 gals.).
 FG0181
 FG0181.The modeled gravity was interpolated from observed gravity values.
 FG0181
 FG0181;                    North         East    Units  Estimated Accuracy
 FG0181;SPC AR N     -   110,660.      376,540.      MT  (+/- 180 meters Scaled)
 FG0181
 FG0181                          SUPERSEDED SURVEY CONTROL
 FG0181
 FG0181  NGVD 29 (??/??/92)  240.013  (m)          787.44   (f) ADJ UNCH    2 0
 FG0181
 FG0181.Superseded values are not recommended for survey control.
 FG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0181.See file dsdata.txt to determine how the superseded data were derived.
 FG0181
 FG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV674099(NAD 83)
 FG0181_MARKER: DB = BENCH MARK DISK
 FG0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0181_SP_SET: CULVERT
 FG0181_STAMPING: N 208 1962
 FG0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0181
 FG0181  HISTORY     - Date     Condition        Report By
 FG0181  HISTORY     - 1962     MONUMENTED       CGS
 FG0181
 FG0181                          STATION DESCRIPTION
 FG0181
 FG0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0181'4.0 MI W FROM QUITMAN.
 FG0181'4.0 MILES WEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT QUITMAN,
 FG0181'SET IN THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT, 250 FEET
 FG0181'NORTH OF THE CENTER OF HIGHWAY AND JUNCTION OF ASPHALT ROAD LEADING
 FG0181'EAST, 18.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET
 FG0181'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0382 ***********************************************************************
 FG0382  DESIGNATION -  N 209
 FG0382  PID         -  FG0382
 FG0382  STATE/COUNTY-  AR/FAULKNER
 FG0382  USGS QUAD   -  DAMASCUS (1994)
 FG0382
 FG0382                         *CURRENT SURVEY CONTROL
 FG0382  ___________________________________________________________________
 FG0382* NAD 83(1986)-  35 18 48.     (N)    092 29 53.     (W)     SCALED    
 FG0382* NAVD 88     -       111.649  (meters)     366.30   (feet)  ADJUSTED  
 FG0382  ___________________________________________________________________
 FG0382  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FG0382  DYNAMIC HT  -         111.544 (meters)     365.96  (feet)  COMP
 FG0382  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FG0382
 FG0382  VERT ORDER  -  SECOND    CLASS 0
 FG0382
 FG0382.The horizontal coordinates were scaled from a topographic map and have
 FG0382.an estimated accuracy of +/- 6 seconds.
 FG0382
 FG0382.The orthometric height was determined by differential leveling
 FG0382.and adjusted by the National Geodetic Survey in June 1991..
 FG0382
 FG0382.The geoid height was determined by GEOID03.
 FG0382
 FG0382.The dynamic height is computed by dividing the NAVD 88
 FG0382.geopotential number by the normal gravity value computed on the
 FG0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0382.degrees latitude (g = 980.6199 gals.).
 FG0382
 FG0382.The modeled gravity was interpolated from observed gravity values.
 FG0382
 FG0382;                    North         East    Units  Estimated Accuracy
 FG0382;SPC AR N     -   108,840.      354,710.      MT  (+/- 180 meters Scaled)
 FG0382
 FG0382                          SUPERSEDED SURVEY CONTROL
 FG0382
 FG0382  NGVD 29 (??/??/92)  111.644  (m)          366.29   (f) ADJ UNCH    2 0
 FG0382
 FG0382.Superseded values are not recommended for survey control.
 FG0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0382.See file dsdata.txt to determine how the superseded data were derived.
 FG0382
 FG0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV456079(NAD 83)
 FG0382_MARKER: DB = BENCH MARK DISK
 FG0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0382_STAMPING: N 209 1962
 FG0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0382+STABILITY: SURFACE MOTION
 FG0382
 FG0382  HISTORY     - Date     Condition        Report By
 FG0382  HISTORY     - 1962     MONUMENTED       CGS
 FG0382  HISTORY     - 1967     GOOD             NGS
 FG0382
 FG0382                          STATION DESCRIPTION
 FG0382
 FG0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0382'7.2 MI SW FROM DAMASCUS.
 FG0382'IT IS 7.2 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 FG0382'IN DAMASCUS, 32 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 124, 6
 FG0382'FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A METAL WITNESS POST
 FG0382'AND SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 1
 FG0382'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0024 ***********************************************************************
 EK0024  DESIGNATION -  N 21
 EK0024  PID         -  EK0024
 EK0024  STATE/COUNTY-  AR/POLK
 EK0024  USGS QUAD   -  POTTER (1979)
 EK0024
 EK0024                         *CURRENT SURVEY CONTROL
 EK0024  ___________________________________________________________________
 EK0024* NAD 83(1986)-  34 33 48.     (N)    094 16 11.     (W)     SCALED    
 EK0024* NAVD 88     -       324.934  (meters)    1066.05   (feet)  ADJUSTED  
 EK0024  ___________________________________________________________________
 EK0024  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 EK0024  DYNAMIC HT  -         324.581 (meters)    1064.90  (feet)  COMP
 EK0024  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 EK0024
 EK0024  VERT ORDER  -  FIRST     CLASS II
 EK0024
 EK0024.The horizontal coordinates were scaled from a topographic map and have
 EK0024.an estimated accuracy of +/- 6 seconds.
 EK0024
 EK0024.The orthometric height was determined by differential leveling
 EK0024.and adjusted by the National Geodetic Survey in June 1991..
 EK0024.WARNING-Repeat measurements at this control monument indicate possible
 EK0024.vertical movement.
 EK0024
 EK0024.The geoid height was determined by GEOID03.
 EK0024
 EK0024.The dynamic height is computed by dividing the NAVD 88
 EK0024.geopotential number by the normal gravity value computed on the
 EK0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0024.degrees latitude (g = 980.6199 gals.).
 EK0024
 EK0024.The modeled gravity was interpolated from observed gravity values.
 EK0024
 EK0024;                    North         East    Units  Estimated Accuracy
 EK0024;SPC AR S     -   612,680.      191,730.      MT  (+/- 180 meters Scaled)
 EK0024
 EK0024                          SUPERSEDED SURVEY CONTROL
 EK0024
 EK0024  NGVD 29 (??/??/92)  324.829  (m)         1065.71   (f) ADJ UNCH    1 2
 EK0024
 EK0024.Superseded values are not recommended for survey control.
 EK0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0024.See file dsdata.txt to determine how the superseded data were derived.
 EK0024
 EK0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU835253(NAD 83)
 EK0024_MARKER: DB = BENCH MARK DISK
 EK0024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0024_MARK LOGO: CGS   
 EK0024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0024+STABILITY: POSITION/ELEVATION WELL
 EK0024
 EK0024  HISTORY     - Date     Condition        Report By
 EK0024  HISTORY     - UNK      MONUMENTED       CGS
 EK0024  HISTORY     - 1932     GOOD             NGS
 EK0024  HISTORY     - 1961     GOOD             NGS
 EK0024  HISTORY     - 1985     GOOD             NGS
 EK0024
 EK0024                          STATION DESCRIPTION
 EK0024
 EK0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0024'2.8 MI S FROM MENA.
 EK0024'2.75 MILES SOUTH BY RAILROAD LOCATED IN THE NORTH SIDE OF THE
 EK0024'WEST HEADWALL OF A R.R. CULVERT 1/4 MILE SOUTH OF MILEPOST 382,
 EK0024'18 RAILS NORTH OF A COUNTRY ROAD CROSSING, 6 FEET BELOW THE LEVEL
 EK0024'OF THE TRACK.
 EK0024
 EK0024                          STATION RECOVERY (1961)
 EK0024
 EK0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0024'RECOVERED IN GOOD CONDITION.
 EK0024
 EK0024                          STATION RECOVERY (1985)
 EK0024
 EK0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0024'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 45.6 METERS (150.0 FT) NORTH
 EK0024'OF THE CENTERLINE OF HIGHWAY 71, AND RAILROAD BRIDGE IS SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1903 ***********************************************************************
 FE1903  DESIGNATION -  N 213
 FE1903  PID         -  FE1903
 FE1903  STATE/COUNTY-  AR/MISSISSIPPI
 FE1903  USGS QUAD   -  CHIC (1983)
 FE1903
 FE1903                         *CURRENT SURVEY CONTROL
 FE1903  ___________________________________________________________________
 FE1903* NAD 83(1986)-  35 55 10.     (N)    089 44 10.     (W)     SCALED    
 FE1903* NAVD 88     -        83.733  (meters)     274.71   (feet)  ADJUSTED  
 FE1903  ___________________________________________________________________
 FE1903  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE1903  DYNAMIC HT  -          83.662 (meters)     274.48  (feet)  COMP
 FE1903  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1903
 FE1903  VERT ORDER  -  FIRST     CLASS I
 FE1903
 FE1903.The horizontal coordinates were scaled from a topographic map and have
 FE1903.an estimated accuracy of +/- 6 seconds.
 FE1903
 FE1903.The orthometric height was determined by differential leveling
 FE1903.and adjusted by the National Geodetic Survey in June 1991..
 FE1903
 FE1903.The geoid height was determined by GEOID03.
 FE1903
 FE1903.The dynamic height is computed by dividing the NAVD 88
 FE1903.geopotential number by the normal gravity value computed on the
 FE1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1903.degrees latitude (g = 980.6199 gals.).
 FE1903
 FE1903.The modeled gravity was interpolated from observed gravity values.
 FE1903
 FE1903;                    North         East    Units  Estimated Accuracy
 FE1903;SPC AR N     -   178,320.      604,300.      MT  (+/- 180 meters Scaled)
 FE1903
 FE1903                          SUPERSEDED SURVEY CONTROL
 FE1903
 FE1903  NGVD 29 (??/??/??)   83.661  (m)          274.48   (f) ADJUSTED    1 1
 FE1903
 FE1903.Superseded values are not recommended for survey control.
 FE1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1903.See file dsdata.txt to determine how the superseded data were derived.
 FE1903
 FE1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE531784(NAD 83)
 FE1903_MARKER: DB = BENCH MARK DISK
 FE1903_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1903_SP_SET: 4 FEET
 FE1903_STAMPING: N 213 1976
 FE1903_MARK LOGO: NGS   
 FE1903_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1903+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FE1903
 FE1903  HISTORY     - Date     Condition        Report By
 FE1903  HISTORY     - 1976     MONUMENTED       NGS
 FE1903  HISTORY     - 20000901 GOOD             USE
 FE1903
 FE1903                          STATION DESCRIPTION
 FE1903
 FE1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1903'6.6 MI SOUTH FROM HUFFMAN.
 FE1903'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAYS
 FE1903'137 AND 150 AT HUFFMAN, THENCE 6.6 MILES SOUTH ALONG THE LEVEE, 14
 FE1903'FEET NORTH OF THE CENTER OF LEVEE, 7 FEET SOUTHEAST OF MILEPOST
 FE1903'55/56, AND ABOUT 300 FEET SOUTH OF A FENCE. A DISK ON THE TOP OF
 FE1903'A COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 2 FEET
 FE1903'BELOW THE LEVEE, AND 2 FEET EAST OF A WITNESS POST.
 FE1903
 FE1903                          STATION RECOVERY (2000)
 FE1903
 FE1903'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1872 ***********************************************************************
 FE1872  DESIGNATION -  N 214
 FE1872  PID         -  FE1872
 FE1872  STATE/COUNTY-  AR/MISSISSIPPI
 FE1872  USGS QUAD   -  OSCEOLA (1983)
 FE1872
 FE1872                         *CURRENT SURVEY CONTROL
 FE1872  ___________________________________________________________________
 FE1872* NAD 83(1986)-  35 39 11.     (N)    089 55 57.     (W)     SCALED    
 FE1872* NAVD 88     -        81.075  (meters)     265.99   (feet)  ADJUSTED  
 FE1872  ___________________________________________________________________
 FE1872  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1872  DYNAMIC HT  -          81.006 (meters)     265.77  (feet)  COMP
 FE1872  MODELED GRAV-     979,778.5   (mgal)                       NAVD 88
 FE1872
 FE1872  VERT ORDER  -  FIRST     CLASS I
 FE1872
 FE1872.The horizontal coordinates were scaled from a topographic map and have
 FE1872.an estimated accuracy of +/- 6 seconds.
 FE1872
 FE1872.The orthometric height was determined by differential leveling
 FE1872.and adjusted by the National Geodetic Survey in June 1991..
 FE1872
 FE1872.The geoid height was determined by GEOID03.
 FE1872
 FE1872.The dynamic height is computed by dividing the NAVD 88
 FE1872.geopotential number by the normal gravity value computed on the
 FE1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1872.degrees latitude (g = 980.6199 gals.).
 FE1872
 FE1872.The modeled gravity was interpolated from observed gravity values.
 FE1872
 FE1872;                    North         East    Units  Estimated Accuracy
 FE1872;SPC AR N     -   148,380.      587,200.      MT  (+/- 180 meters Scaled)
 FE1872
 FE1872                          SUPERSEDED SURVEY CONTROL
 FE1872
 FE1872  NGVD 29 (??/??/??)   81.038  (m)          265.87   (f) ADJUSTED    1 1
 FE1872
 FE1872.Superseded values are not recommended for survey control.
 FE1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1872.See file dsdata.txt to determine how the superseded data were derived.
 FE1872
 FE1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE345494(NAD 83)
 FE1872_MARKER: DB = BENCH MARK DISK
 FE1872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1872_SP_SET: 4 FEET
 FE1872_STAMPING: N 214 1976
 FE1872_MARK LOGO: NGS   
 FE1872_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1872+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FE1872
 FE1872  HISTORY     - Date     Condition        Report By
 FE1872  HISTORY     - 1976     MONUMENTED       NGS
 FE1872  HISTORY     - 20000901 GOOD             USE
 FE1872
 FE1872                          STATION DESCRIPTION
 FE1872
 FE1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1872'4.3 MI SW FROM OSCEOLA.
 FE1872'4.3 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1872'JOHNSON STREET AT OSCEOLA, 16 FEET SOUTHWEST OF THE CENTER OF THE
 FE1872'LEVEE AND 1.8 FEET NORTHEAST OF MILEPOST 83/84. A DISK ON THE
 FE1872'TOP OF A COPPER COATED STEEL ROD SET TO THE DEPTH OF 4 FEET , 1
 FE1872'FOOT BELOW THE LEVEE, AND 1 FOOT SE OF A WITNESS POST.
 FE1872
 FE1872                          STATION RECOVERY (2000)
 FE1872
 FE1872'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1895 ***********************************************************************
 FE1895  DESIGNATION -  N 215
 FE1895  PID         -  FE1895
 FE1895  STATE/COUNTY-  AR/MISSISSIPPI
 FE1895  USGS QUAD   -  CHIC (1983)
 FE1895
 FE1895                         *CURRENT SURVEY CONTROL
 FE1895  ___________________________________________________________________
 FE1895* NAD 83(1986)-  35 59 43.     (N)    089 44 10.     (W)     SCALED    
 FE1895* NAVD 88     -        79.388  (meters)     260.46   (feet)  ADJUSTED  
 FE1895  ___________________________________________________________________
 FE1895  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE1895  DYNAMIC HT  -          79.321 (meters)     260.24  (feet)  COMP
 FE1895  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 FE1895
 FE1895  VERT ORDER  -  FIRST     CLASS I
 FE1895
 FE1895.The horizontal coordinates were scaled from a topographic map and have
 FE1895.an estimated accuracy of +/- 6 seconds.
 FE1895
 FE1895.The orthometric height was determined by differential leveling
 FE1895.and adjusted by the National Geodetic Survey in June 1991..
 FE1895
 FE1895.The geoid height was determined by GEOID03.
 FE1895
 FE1895.The dynamic height is computed by dividing the NAVD 88
 FE1895.geopotential number by the normal gravity value computed on the
 FE1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1895.degrees latitude (g = 980.6199 gals.).
 FE1895
 FE1895.The modeled gravity was interpolated from observed gravity values.
 FE1895
 FE1895;                    North         East    Units  Estimated Accuracy
 FE1895;SPC AR N     -   186,730.      604,110.      MT  (+/- 180 meters Scaled)
 FE1895
 FE1895                          SUPERSEDED SURVEY CONTROL
 FE1895
 FE1895  NGVD 29 (??/??/??)   79.313  (m)          260.21   (f) ADJUSTED    1 1
 FE1895
 FE1895.Superseded values are not recommended for survey control.
 FE1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1895.See file dsdata.txt to determine how the superseded data were derived.
 FE1895
 FE1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE533868(NAD 83)
 FE1895_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE1895_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1895_SP_SET: 30 FEET
 FE1895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1895
 FE1895  HISTORY     - Date     Condition        Report By
 FE1895  HISTORY     - 1976     MONUMENTED       NGS
 FE1895  HISTORY     - 20020729 POOR             USACE
 FE1895
 FE1895                          STATION DESCRIPTION
 FE1895
 FE1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1895'1.9 MI NE FROM HUFFMAN.
 FE1895'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 FE1895'WAYS 137 AND 150 AT HUFFMAN, THENCE 1.75 MILE NORTHEAST ALONG THE
 FE1895'LEVEE, 0.4 MILE SOUTHWEST OF THE ARKANSAS-MISSOURI STATE LINE, AT
 FE1895'THE TOE OF LEVEE, ABOUT 280 FEET WEST OF MILEPOST 47/48, AND 4
 FE1895'FEET EAST OF A FENCE AT TOE OF LEVEE. A DISK ON THE TOP OF A
 FE1895'COPPER COATED STEEL ROD SET TO A DEPTH OF 30 FEET, 35 FEET BELOW
 FE1895'LEVEE, 4 FEET EAST OF A WITNESS POST.
 FE1895
 FE1895                          STATION RECOVERY (2002)
 FE1895
 FE1895'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1895'MARK ASSUMED DESTROYED.
 FE1895'ROD INTACT IN PLASTIC PIPE, BUT DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1105 ***********************************************************************
 FF1105  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1105  DESIGNATION -  N 216
 FF1105  PID         -  FF1105
 FF1105  STATE/COUNTY-  AR/MISSISSIPPI
 FF1105  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1105
 FF1105                         *CURRENT SURVEY CONTROL
 FF1105  ___________________________________________________________________
 FF1105* NAD 83(1997)-  35 27 16.79040(N)    090 07 36.70610(W)     ADJUSTED  
 FF1105* NAVD 88     -        76.45   (meters)     250.8    (feet)  GPS OBS   
 FF1105  ___________________________________________________________________
 FF1105  X           -     -11,516.728 (meters)                     COMP
 FF1105  Y           -  -5,201,357.579 (meters)                     COMP
 FF1105  Z           -   3,679,100.170 (meters)                     COMP
 FF1105  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FF1105  ELLIP HEIGHT-          48.87  (meters)          (05/31/05) GPS OBS
 FF1105  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF1105  DYNAMIC HT  -          76.38  (meters)     250.6   (feet)  COMP
 FF1105  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 FF1105
 FF1105  HORZ ORDER  -  FIRST
 FF1105  VERT ORDER  -  FIRST     CLASS I (See Below)
 FF1105  ELLP ORDER  -  FOURTH    CLASS II
 FF1105
 FF1105.The horizontal coordinates were established by GPS observations
 FF1105.and adjusted by the National Geodetic Survey in May 2005..
 FF1105
 FF1105.The orthometric height was determined by GPS observations and a
 FF1105.high-resolution geoid model using precise GPS observation and
 FF1105.processing techniques. It supersedes the leveled height previously
 FF1105.determined for this station.
 FF1105.The vertical order pertains to the first NAVD 88 superseded value.
 FF1105
 FF1105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1105
 FF1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1105
 FF1105.The ellipsoidal height was determined by GPS observations
 FF1105.and is referenced to NAD 83.
 FF1105
 FF1105.The geoid height was determined by GEOID03.
 FF1105
 FF1105.The dynamic height is computed by dividing the NAVD 88
 FF1105.geopotential number by the normal gravity value computed on the
 FF1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1105.degrees latitude (g = 980.6199 gals.).
 FF1105
 FF1105.The modeled gravity was interpolated from observed gravity values.
 FF1105
 FF1105;                    North         East     Units Scale Factor Converg.
 FF1105;SPC AR N     -   126,019.142   570,023.320   MT  0.99993848   +1 05 23.9
 FF1105;SPC AR N     -   413,447.80  1,870,151.51   sFT  0.99993848   +1 05 23.9
 FF1105;UTM  15      - 3,927,259.700   760,756.088   MT  1.00043800   +1 40 03.1
 FF1105
 FF1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1105!SPC AR N     -   0.99999233  x   0.99993848  =   0.99993081
 FF1105!UTM  15      -   0.99999233  x   1.00043800  =   1.00043033
 FF1105
 FF1105                          SUPERSEDED SURVEY CONTROL
 FF1105
 FF1105  NAVD 88 (06/15/91)   76.426  (m)          250.74   (f) ADJUSTED    1 1
 FF1105  NGVD 29 (??/??/??)   76.408  (m)          250.68   (f) ADJUSTED    1 1
 FF1105
 FF1105.Superseded values are not recommended for survey control.
 FF1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1105.See file dsdata.txt to determine how the superseded data were derived.
 FF1105
 FF1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6075627260(NAD 83)
 FF1105_MARKER: DB = BENCH MARK DISK
 FF1105_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1105+WITH SETTING: INTO GROUND
 FF1105_SP_SET: METAL ROD WITH BASE PLATE
 FF1105_STAMPING: N 216 1976
 FF1105_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1105+STABILITY: SURFACE MOTION
 FF1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1105+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 FF1105
 FF1105  HISTORY     - Date     Condition        Report By
 FF1105  HISTORY     - 1976     MONUMENTED       NGS
 FF1105  HISTORY     - 20030123 GOOD             USACE
 FF1105  HISTORY     - 20030123 GOOD             USACE
 FF1105  HISTORY     - 20040623 GOOD             USACE
 FF1105
 FF1105                          STATION DESCRIPTION
 FF1105
 FF1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1105'10.2 MI NORTH FROM WILSON.
 FF1105'10.2 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1105'AT WILSON, 17 FEET WEST OF THE CENTER OF THE LEVEE, AND 2 FEET
 FF1105'EAST OF MILEPOST 120/121.
 FF1105'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1105'FEET.  2 FEET BELOW THE LEVEE.  1 FEET SOUTH OF A WITNESS POST.
 FF1105
 FF1105                          STATION RECOVERY (2003)
 FF1105
 FF1105'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1105'RECOVERED IN GOOD CONDITION.
 FF1105
 FF1105                          STATION RECOVERY (2003)
 FF1105
 FF1105'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003
 FF1105'RECOVERED AS DESCRIBED.
 FF1105
 FF1105                          STATION RECOVERY (2004)
 FF1105
 FF1105'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (RH)
 FF1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1068 ***********************************************************************
 FF1068  DESIGNATION -  N 217
 FF1068  PID         -  FF1068
 FF1068  STATE/COUNTY-  AR/CRITTENDEN
 FF1068  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1068
 FF1068                         *CURRENT SURVEY CONTROL
 FF1068  ___________________________________________________________________
 FF1068* NAD 83(1986)-  35 12 14.     (N)    090 06 57.     (W)     SCALED    
 FF1068* NAVD 88     -        74.001  (meters)     242.78   (feet)  ADJUSTED  
 FF1068  ___________________________________________________________________
 FF1068  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1068  DYNAMIC HT  -          73.934 (meters)     242.57  (feet)  COMP
 FF1068  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 FF1068
 FF1068  VERT ORDER  -  FIRST     CLASS I
 FF1068
 FF1068.The horizontal coordinates were scaled from a topographic map and have
 FF1068.an estimated accuracy of +/- 6 seconds.
 FF1068
 FF1068.The orthometric height was determined by differential leveling
 FF1068.and adjusted by the National Geodetic Survey in June 1991..
 FF1068
 FF1068.The geoid height was determined by GEOID03.
 FF1068
 FF1068.The dynamic height is computed by dividing the NAVD 88
 FF1068.geopotential number by the normal gravity value computed on the
 FF1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1068.degrees latitude (g = 980.6199 gals.).
 FF1068
 FF1068.The modeled gravity was interpolated from observed gravity values.
 FF1068
 FF1068;                    North         East    Units  Estimated Accuracy
 FF1068;SPC AR N     -    98,220.      571,560.      MT  (+/- 180 meters Scaled)
 FF1068
 FF1068                          SUPERSEDED SURVEY CONTROL
 FF1068
 FF1068  NGVD 29 (??/??/??)   73.984  (m)          242.73   (f) ADJUSTED    1 1
 FF1068
 FF1068.Superseded values are not recommended for survey control.
 FF1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1068.See file dsdata.txt to determine how the superseded data were derived.
 FF1068
 FF1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU625994(NAD 83)
 FF1068_MARKER: DB = BENCH MARK DISK
 FF1068_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1068+WITH SETTING: INTO GROUND
 FF1068_SP_SET: METAL ROD WITH BASE PLATE
 FF1068_STAMPING: N 217 1976
 FF1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1068+STABILITY: SURFACE MOTION
 FF1068
 FF1068  HISTORY     - Date     Condition        Report By
 FF1068  HISTORY     - 1976     MONUMENTED       NGS
 FF1068  HISTORY     - 20030127 MARK NOT FOUND   USACE
 FF1068
 FF1068                          STATION DESCRIPTION
 FF1068
 FF1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1068'4.6 MI NORTH FROM WEST MEMPHIS.
 FF1068'4.6 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1068'HIGHWAY 55 AT WEST MEMPHIS, 500 FEET WEST OF A DIRT ROAD, 9 FEET
 FF1068'NORTHWEST OF CENTER OF A CATTLE GUARD, 11.5 FEET EAST OF MILEPOST
 FF1068'146/147, AND 1 FOOT NORTH OF A BARBED WIRE FENCE.
 FF1068'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1068'FEET. 1 FEET BELOW THE LEVEE.  1 FEET EAST OF A WITNESS POST.
 FF1068
 FF1068                          STATION RECOVERY (2003)
 FF1068
 FF1068'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0197 ***********************************************************************
 EH0197  DESIGNATION -  N 218
 EH0197  PID         -  EH0197
 EH0197  STATE/COUNTY-  AR/CRITTENDEN
 EH0197  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0197
 EH0197                         *CURRENT SURVEY CONTROL
 EH0197  ___________________________________________________________________
 EH0197* NAD 83(1986)-  34 56 46.     (N)    090 16 37.     (W)     SCALED    
 EH0197* NAVD 88     -        69.423  (meters)     227.77   (feet)  ADJUSTED  
 EH0197  ___________________________________________________________________
 EH0197  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH0197  DYNAMIC HT  -          69.359 (meters)     227.56  (feet)  COMP
 EH0197  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 EH0197
 EH0197  VERT ORDER  -  FIRST     CLASS II
 EH0197
 EH0197.The horizontal coordinates were scaled from a topographic map and have
 EH0197.an estimated accuracy of +/- 6 seconds.
 EH0197
 EH0197.The orthometric height was determined by differential leveling
 EH0197.and adjusted by the National Geodetic Survey in June 1991..
 EH0197
 EH0197.The geoid height was determined by GEOID03.
 EH0197
 EH0197.The dynamic height is computed by dividing the NAVD 88
 EH0197.geopotential number by the normal gravity value computed on the
 EH0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0197.degrees latitude (g = 980.6199 gals.).
 EH0197
 EH0197.The modeled gravity was interpolated from observed gravity values.
 EH0197
 EH0197;                    North         East    Units  Estimated Accuracy
 EH0197;SPC AR N     -    69,360.      557,390.      MT  (+/- 180 meters Scaled)
 EH0197
 EH0197                          SUPERSEDED SURVEY CONTROL
 EH0197
 EH0197  NGVD 29 (??/??/??)   69.434  (m)          227.80   (f) ADJUSTED    1 2
 EH0197
 EH0197.Superseded values are not recommended for survey control.
 EH0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0197.See file dsdata.txt to determine how the superseded data were derived.
 EH0197
 EH0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU486704(NAD 83)
 EH0197_MARKER: DB = BENCH MARK DISK
 EH0197_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0197_SP_SET: 4 FEET
 EH0197_STAMPING: N 218 1976
 EH0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0197+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EH0197
 EH0197  HISTORY     - Date     Condition        Report By
 EH0197  HISTORY     - 1976     MONUMENTED       NGS
 EH0197  HISTORY     - 20030317 GOOD             USACE
 EH0197
 EH0197                          STATION DESCRIPTION
 EH0197
 EH0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0197'24.6 MI S FROM WEST MEMPHIS.
 EH0197'24.6 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE HIGHWAY
 EH0197'55 AT WEST MEMPHIS, ALSO ABOUT 1 MILE NORTH OF THE LOCUST GROVE
 EH0197'CHURCH, 2 FEET NORTH OF MILEPOST 175/176, 200 FEET NORTHEAST OF AN OLD
 EH0197'HOUSE, AND 21 FEET WEST OF THE CENTER LINE OF THE LEVEE.  A DISK ON
 EH0197'TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A
 EH0197'PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT SOUTH OF A
 EH0197'WITNESS POST.
 EH0197
 EH0197                          STATION RECOVERY (2003)
 EH0197
 EH0197'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0197'MARK IS 1 FT WEST OF LEVEE MILE POST 175 176.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0220 ***********************************************************************
 EH0220  DESIGNATION -  N 219
 EH0220  PID         -  EH0220
 EH0220  STATE/COUNTY-  AR/LEE
 EH0220  USGS QUAD   -  HUGHES (1993)
 EH0220
 EH0220                         *CURRENT SURVEY CONTROL
 EH0220  ___________________________________________________________________
 EH0220* NAD 83(1986)-  34 52 45.     (N)    090 29 06.     (W)     SCALED    
 EH0220* NAVD 88     -        62.947  (meters)     206.52   (feet)  ADJUSTED  
 EH0220  ___________________________________________________________________
 EH0220  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0220  DYNAMIC HT  -          62.889 (meters)     206.33  (feet)  COMP
 EH0220  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 EH0220
 EH0220  VERT ORDER  -  FIRST     CLASS II
 EH0220
 EH0220.The horizontal coordinates were scaled from a topographic map and have
 EH0220.an estimated accuracy of +/- 6 seconds.
 EH0220
 EH0220.The orthometric height was determined by differential leveling
 EH0220.and adjusted by the National Geodetic Survey in June 1991..
 EH0220
 EH0220.The geoid height was determined by GEOID03.
 EH0220
 EH0220.The dynamic height is computed by dividing the NAVD 88
 EH0220.geopotential number by the normal gravity value computed on the
 EH0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0220.degrees latitude (g = 980.6199 gals.).
 EH0220
 EH0220.The modeled gravity was interpolated from observed gravity values.
 EH0220
 EH0220;                    North         East    Units  Estimated Accuracy
 EH0220;SPC AR S     -   646,430.      538,500.      MT  (+/- 180 meters Scaled)
 EH0220
 EH0220                          SUPERSEDED SURVEY CONTROL
 EH0220
 EH0220  NGVD 29 (??/??/??)   62.967  (m)          206.58   (f) ADJUSTED    1 2
 EH0220
 EH0220.Superseded values are not recommended for survey control.
 EH0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0220.See file dsdata.txt to determine how the superseded data were derived.
 EH0220
 EH0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU298625(NAD 83)
 EH0220_MARKER: DB = BENCH MARK DISK
 EH0220_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0220_SP_SET: 26 FEET
 EH0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0220
 EH0220  HISTORY     - Date     Condition        Report By
 EH0220  HISTORY     - 1976     MONUMENTED       NGS
 EH0220  HISTORY     - 1976     GOOD             NGS
 EH0220  HISTORY     - 20030318 POOR             USACE
 EH0220
 EH0220                          STATION DESCRIPTION
 EH0220
 EH0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0220'12.3 MI NE FROM WHITEHALL.
 EH0220'12.3 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0220'AT WHITEHALL, ALSO ABOUT 0.5 MILE NORTH OF COUNCIL, 87 FEET NORTHWEST
 EH0220'OF THE CENTER LINE OF THE LEVEE, 68 FEET SOUTHEAST OF A FENCE CORNER
 EH0220'AND LARGE TREE AT THE TOE OF THE LEVEE, 68 FEET NORTHWEST OF MILEPOST
 EH0220'193/194 AND SET AT THE TOE OF THE LEVEE.  A DISK ON TOP OF A
 EH0220'COPPER-COATED STEEL ROD TO A DEPTH OF 26 FEET ENCASED IN A PIPE
 EH0220'PROJECTING +0 INCHES.  40 FEET BELOW LEVEE 2 FEET NORTHEAST OF A
 EH0220'WITNESS POST.
 EH0220
 EH0220                          STATION RECOVERY (2003)
 EH0220
 EH0220'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0220'MARK IS STAINLESS STEEL ROD, NOT A DISK. HAS BEEN HIT, LEANS SLIGHTLY,
 EH0220'NOT SUITABLE FOR GPS OR ANY HIGH ACCURACY LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0019 ***********************************************************************
 DM0019  DESIGNATION -  N 22
 DM0019  PID         -  DM0019
 DM0019  STATE/COUNTY-  AR/LITTLE RIVER
 DM0019  USGS QUAD   -  FALLS CHAPEL (1975)
 DM0019
 DM0019                         *CURRENT SURVEY CONTROL
 DM0019  ___________________________________________________________________
 DM0019* NAD 83(1986)-  33 45 23.     (N)    094 11 20.     (W)     SCALED    
 DM0019* NAVD 88     -        90.167  (meters)     295.82   (feet)  ADJUSTED  
 DM0019  ___________________________________________________________________
 DM0019  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DM0019  DYNAMIC HT  -          90.075 (meters)     295.52  (feet)  COMP
 DM0019  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 DM0019
 DM0019  VERT ORDER  -  FIRST     CLASS II
 DM0019
 DM0019.The horizontal coordinates were scaled from a topographic map and have
 DM0019.an estimated accuracy of +/- 6 seconds.
 DM0019
 DM0019.The orthometric height was determined by differential leveling
 DM0019.and adjusted by the National Geodetic Survey in June 1991..
 DM0019.WARNING-Repeat measurements at this control monument indicate possible
 DM0019.vertical movement.
 DM0019
 DM0019.The geoid height was determined by GEOID03.
 DM0019
 DM0019.The dynamic height is computed by dividing the NAVD 88
 DM0019.geopotential number by the normal gravity value computed on the
 DM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0019.degrees latitude (g = 980.6199 gals.).
 DM0019
 DM0019.The modeled gravity was interpolated from observed gravity values.
 DM0019
 DM0019;                    North         East    Units  Estimated Accuracy
 DM0019;SPC AR S     -   523,030.      197,230.      MT  (+/- 180 meters Scaled)
 DM0019
 DM0019                          SUPERSEDED SURVEY CONTROL
 DM0019
 DM0019  NGVD 29 (??/??/92)   90.190  (m)          295.90   (f) ADJ UNCH    1 2
 DM0019
 DM0019.Superseded values are not recommended for survey control.
 DM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0019.See file dsdata.txt to determine how the superseded data were derived.
 DM0019
 DM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT898357(NAD 83)
 DM0019_MARKER: DB = BENCH MARK DISK
 DM0019_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0019_STAMPING: 295.898 N 22 1932
 DM0019_MARK LOGO: CGS   
 DM0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0019
 DM0019  HISTORY     - Date     Condition        Report By
 DM0019  HISTORY     - 1932     MONUMENTED       CGS
 DM0019  HISTORY     - 1962     GOOD             NGS
 DM0019  HISTORY     - 1985     GOOD             NGS
 DM0019
 DM0019                          STATION DESCRIPTION
 DM0019
 DM0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DM0019'2.7 MI N FROM WILTON.
 DM0019'THIS MARK RECOVERED ON THE TOP OF THE NORTHEAST END OF A LARGE
 DM0019'CONCRETE CULVERT, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 460 AND 0.1
 DM0019'MILE SOUTHEAST OF A ROAD CROSSING.  STANDARD DISK SET IN DRILL HOLE IN
 DM0019'CONCRETE HEADWALL.
 DM0019
 DM0019                          STATION RECOVERY (1985)
 DM0019
 DM0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0019'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.61 METERS (2.0 FT) WEST OF
 DM0019'THE EAST EDGE OF THE CONCRETE PIPE CULVERT APEX OF THE CULVERT.  NOTE,
 DM0019'THE LETTER (N) IN THE STAMPING IS HARDLY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0714 ***********************************************************************
 EH0714  DESIGNATION -  N 220
 EH0714  PID         -  EH0714
 EH0714  STATE/COUNTY-  AR/PHILLIPS
 EH0714  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0714
 EH0714                         *CURRENT SURVEY CONTROL
 EH0714  ___________________________________________________________________
 EH0714* NAD 83(1986)-  34 23 30.     (N)    090 43 10.     (W)     SCALED    
 EH0714* NAVD 88     -        61.125  (meters)     200.54   (feet)  ADJUSTED  
 EH0714  ___________________________________________________________________
 EH0714  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH0714  DYNAMIC HT  -          61.065 (meters)     200.34  (feet)  COMP
 EH0714  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 EH0714
 EH0714  VERT ORDER  -  FIRST     CLASS II
 EH0714
 EH0714.The horizontal coordinates were scaled from a topographic map and have
 EH0714.an estimated accuracy of +/- 6 seconds.
 EH0714
 EH0714.The orthometric height was determined by differential leveling
 EH0714.and adjusted by the National Geodetic Survey in June 1991..
 EH0714.WARNING-Repeat measurements at this control monument indicate possible
 EH0714.vertical movement.
 EH0714
 EH0714.The geoid height was determined by GEOID03.
 EH0714
 EH0714.The dynamic height is computed by dividing the NAVD 88
 EH0714.geopotential number by the normal gravity value computed on the
 EH0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0714.degrees latitude (g = 980.6199 gals.).
 EH0714
 EH0714.The modeled gravity was interpolated from observed gravity values.
 EH0714
 EH0714;                    North         East    Units  Estimated Accuracy
 EH0714;SPC AR S     -   592,060.      517,750.      MT  (+/- 180 meters Scaled)
 EH0714
 EH0714                          SUPERSEDED SURVEY CONTROL
 EH0714
 EH0714  NGVD 29 (??/??/??)   61.167  (m)          200.68   (f) ADJUSTED    1 2
 EH0714
 EH0714.Superseded values are not recommended for survey control.
 EH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0714.See file dsdata.txt to determine how the superseded data were derived.
 EH0714
 EH0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU096079(NAD 83)
 EH0714_MARKER: DB = BENCH MARK DISK
 EH0714_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0714+WITH SETTING: INTO GROUND
 EH0714_STAMPING: N 220 1976
 EH0714_MARK LOGO: NGS   
 EH0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0714+STABILITY: SURFACE MOTION
 EH0714
 EH0714  HISTORY     - Date     Condition        Report By
 EH0714  HISTORY     - 1976     MONUMENTED       NGS
 EH0714  HISTORY     - 1985     GOOD             NGS
 EH0714  HISTORY     - 20030331 MARK NOT FOUND   USACE
 EH0714
 EH0714                          STATION DESCRIPTION
 EH0714
 EH0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0714'16.3 MI SW FROM HELENA.
 EH0714'16.3 MILES SOUTHWEST ALONG THE LEVEE FROM THE EAST END OF PERRY STREET
 EH0714'AT HELENA, 9 FEET SOUTHEAST OF THE CENTER LINE OF THE LEVEE, 3 FEET
 EH0714'SOUTHEAST OF THE NORTHEAST END OF A CATTLE GUARD, AND 3 FEET EAST OF A
 EH0714'FENCE CORNER POST.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0714'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. ABOUT LEVEL
 EH0714'WITH LEVEE.  1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0714
 EH0714                          STATION RECOVERY (1985)
 EH0714
 EH0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0714'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.91 METERS (3.0 FT)
 EH0714'SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL CATTLE GUARD, AND
 EH0714'0.91 METERS (3.0 FT) EAST OF A WITNESS POST.
 EH0714
 EH0714                          STATION RECOVERY (2003)
 EH0714
 EH0714'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0754 ***********************************************************************
 EH0754  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0754  DESIGNATION -  N 221
 EH0754  PID         -  EH0754
 EH0754  STATE/COUNTY-  AR/PHILLIPS
 EH0754  USGS QUAD   -  MELLWOOD (1982)
 EH0754
 EH0754                         *CURRENT SURVEY CONTROL
 EH0754  ___________________________________________________________________
 EH0754* NAD 83(1997)-  34 09 54.85722(N)    090 57 29.22018(W)     ADJUSTED  
 EH0754* NAVD 88     -        56.38   (meters)     185.0    (feet)  GPS OBS   
 EH0754  ___________________________________________________________________
 EH0754  X           -     -88,339.943 (meters)                     COMP
 EH0754  Y           -  -5,282,273.041 (meters)                     COMP
 EH0754  Z           -   3,561,643.772 (meters)                     COMP
 EH0754  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EH0754  ELLIP HEIGHT-          29.74  (meters)          (01/24/03) GPS OBS
 EH0754  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EH0754  DYNAMIC HT  -          56.32  (meters)     184.8   (feet)  COMP
 EH0754  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 EH0754
 EH0754  HORZ ORDER  -  FIRST
 EH0754  VERT ORDER  -  THIRD (See Below)
 EH0754  ELLP ORDER  -  SECOND    CLASS II
 EH0754
 EH0754.The horizontal coordinates were established by GPS observations
 EH0754.and adjusted by the National Geodetic Survey in January 2003..
 EH0754
 EH0754.The orthometric height was determined by GPS observations and a
 EH0754.high-resolution geoid model using precise GPS observation and
 EH0754.processing techniques. It supersedes the leveled height previously
 EH0754.determined for this station.
 EH0754.The vertical order pertains to the first NAVD 88 superseded value.
 EH0754
 EH0754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0754
 EH0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0754
 EH0754.The ellipsoidal height was determined by GPS observations
 EH0754.and is referenced to NAD 83.
 EH0754
 EH0754.The geoid height was determined by GEOID03.
 EH0754
 EH0754.The dynamic height is computed by dividing the NAVD 88
 EH0754.geopotential number by the normal gravity value computed on the
 EH0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0754.degrees latitude (g = 980.6199 gals.).
 EH0754
 EH0754.The modeled gravity was interpolated from observed gravity values.
 EH0754
 EH0754;                    North         East     Units Scale Factor Converg.
 EH0754;SPC AR S     -   566,698.986   496,058.147   MT  0.99992107   +0 34 59.3
 EH0754;SPC AR S     - 1,859,244.92  1,627,484.10   sFT  0.99992107   +0 34 59.3
 EH0754;UTM  15      - 3,782,361.362   688,212.430   MT  1.00003668   +1 08 49.3
 EH0754
 EH0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0754!SPC AR S     -   0.99999533  x   0.99992107  =   0.99991640
 EH0754!UTM  15      -   0.99999533  x   1.00003668  =   1.00003201
 EH0754
 EH0754                          SUPERSEDED SURVEY CONTROL
 EH0754
 EH0754  NAD 83(1997)-  34 09 54.85692(N)    090 57 29.21905(W) AD(       ) 2
 EH0754  ELLIP H (09/14/99)   30.04   (m)                       GP(       ) 4 1
 EH0754  NAD 83(1997)-  34 09 54.85711(N)    090 57 29.21913(W) AD(       ) 2
 EH0754  NAD 83(1986)-  34 09 54.86552(N)    090 57 29.21452(W) AD(       ) 2
 EH0754  NAVD 88 (06/15/91)   56.377  (m)          184.96   (f) ADJUSTED    1 2
 EH0754  NGVD 29 (??/??/??)   56.441  (m)          185.17   (f) ADJUSTED    1 2
 EH0754
 EH0754.Superseded values are not recommended for survey control.
 EH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0754.See file dsdata.txt to determine how the superseded data were derived.
 EH0754
 EH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8821282361(NAD 83)
 EH0754_MARKER: DB = BENCH MARK DISK
 EH0754_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0754+WITH SETTING: INTO GROUND
 EH0754_STAMPING: N 221 1976
 EH0754_MARK LOGO: NGS   
 EH0754_PROJECTION: PROJECTING 5 CENTIMETERS
 EH0754_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0754+STABILITY: SURFACE MOTION
 EH0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0754+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 EH0754_ROD/PIPE-DEPTH:  1.2 meters
 EH0754
 EH0754  HISTORY     - Date     Condition        Report By
 EH0754  HISTORY     - 1976     MONUMENTED       NGS
 EH0754  HISTORY     - 1985     GOOD             NGS
 EH0754  HISTORY     - 1985     GOOD             NGS
 EH0754  HISTORY     - 20000901 GOOD             USE
 EH0754  HISTORY     - 20011018 GOOD             3001
 EH0754
 EH0754                          STATION DESCRIPTION
 EH0754
 EH0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0754'5.75 MI S FROM MELLWOOD.
 EH0754'5.75 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0754'MELLWOOD, 111 FEET SOUTH OF A FENCE AT THE TOE OF THE LEVEE, 19 FEET
 EH0754'NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 2 FEET SOUTHEAST OF
 EH0754'MILEPOST 45/46.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH
 EH0754'OF 4 FEET ENCASED IN A PIPE PROJECTING +2 INCHES 2 FEET BELOW LEVEE 1
 EH0754'FOOT SOUTHWEST OF A WITNESS POST.
 EH0754
 EH0754                          STATION RECOVERY (1985)
 EH0754
 EH0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0754'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) SOUTHWEST OF ELAINE,
 EH0754'3.2 KM (2 MI) NORTHEAST OF CRUMROD, ON THE MAIN LEVEE ALONG THE
 EH0754'MISSISSIPPI RIVER, IN T 6 S , R 1 E, SOUTHEAST 1/4 SECTION 13.
 EH0754'OWNERSHIP--LACONIA DRAINAGE AND LEVEE DISTRICT OF PHILLIPS
 EH0754'COUNTY, ARKANSAS, 417 RIGHTOR STREET, HELENA AR 72342,
 EH0754'PHONE PHONE 501-338-6731.
 EH0754'
 EH0754'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20, 44 AND 85 ELAINE,
 EH0754'GO SOUTH ON HIGHWAY 85 FOR 24.5 KM (15.3 MI) TO THE LONE STORE IN
 EH0754'CRUMROD.  CONTINUE SOUTH ON THE HIGHWAY FOR 1.61 KM (1.0 MI)
 EH0754'TO A DIRT CROSSROAD.  TURN LEFT, EAST, FOR 2.02 KM (1.25 MI)
 EH0754'TO A CATTLE GUARD.  CONTINUE AHEAD FOR 2.95 KM (1.85 MI)
 EH0754'TO MILEPOST 45/46 AND THE STATION ON THE LEFT.
 EH0754'
 EH0754'STATION MARK, A STANDARD NGS BENCH MARK DISK STAMPED--N 221 1976--,
 EH0754'IS CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A VINYL PIPE.
 EH0754'MARK PROJECTS 15 CM.  IT IS 5.5 METERS NORTHWEST OF THE ROAD
 EH0754'CENTER, 1 METER LOWER THAN THE ROAD, 0.3 METER SOUTHEAST OF
 EH0754'THE MILEPOST, 0.3 METER SOUTHWEST OF A METAL WITNESS POST,
 EH0754'AND 0.3 METERS NORTHEAST OF A FIBERGLASS WITNESS POST.
 EH0754'
 EH0754'THIS STATION IS INTERVISIBLE WITH K 305.
 EH0754
 EH0754                          STATION RECOVERY (1985)
 EH0754
 EH0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0754'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0754
 EH0754                          STATION RECOVERY (2000)
 EH0754
 EH0754'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0754'RECOVERED IN GOOD CONDITION.
 EH0754
 EH0754                          STATION RECOVERY (2001)
 EH0754
 EH0754'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH0754'THE STATION IS LOCATED IN PHILLIPS COUNTY, ARKANSAS.  3.9 MILES SOUTH
 EH0754'OF MELLWOOD,
 EH0754'ARKANSAS.  1.7 MILES NORTHEAST OF GRUMROD, ARKANSAS.  7.95 MILES
 EH0754'NORTHEAST OF SNOW LAKE
 EH0754'ARKANSAS.  ON THE MISSISSIPPI RIVER LEVEE.  LMP 45/46.
 EH0754' 
 EH0754'TO REACH THE STATION FROM THE INTERSECTION OF HWY 44 AND HWY 20 IN
 EH0754'ELAINE, ARKANSAS.
 EH0754'PROCEED SOUTH ON HWY 44, 9.5 MILES TO THE COMMUNITY OF MELLWOOD AND
 EH0754'POST OFFICE ON
 EH0754'THE LEFT.  TURN LEFT (EAST) ON GRAVEL ROAD ON THE SOUTH SIDE OF POST
 EH0754'OFFICE.  PROCEED
 EH0754'EAST 0.5 MILES TO THE TOP OF LEVEE.  TURN RIGHT (SOUTH) ON LEVEE AND
 EH0754'PROCEED SOUTH ALONG
 EH0754'LEVEE 5.6 MILES TO LMP 45/46, MARK ON THE RIGHT.
 EH0754' 
 EH0754'THE STATION IS A STANDARD NGS BENCH MARK DISK - STAMPED N 221 1976.
 EH0754'IS CRIMPED TO THE TOP
 EH0754'OF A STEEL ROD ENCASED IN A PVC PIPE.  MARK PROJECTS 1 INCH ABOVE PVC
 EH0754'PIPE.  1 FOOT
 EH0754'SOUTHEAST OF LMP 45/46.  19 FEET NORTHWEST OF CENTERLINE OF LEVEE.  2
 EH0754'FEET BELOW TOP OF
 EH0754'LEVEE.  BETWEEN 2 WITNESS POSTS.  1 CARSONITE AND 1 METAL (WITHOUT
 EH0754'SIGN).
 EH0754'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0989 ***********************************************************************
 EH0989  DESIGNATION -  N 222
 EH0989  PID         -  EH0989
 EH0989  STATE/COUNTY-  AR/LEE
 EH0989  USGS QUAD   -  LA GRANGE (1982)
 EH0989
 EH0989                         *CURRENT SURVEY CONTROL
 EH0989  ___________________________________________________________________
 EH0989* NAD 83(1986)-  34 39 07.     (N)    090 37 59.     (W)     SCALED    
 EH0989* NAVD 88     -        58.147  (meters)     190.77   (feet)  ADJUSTED  
 EH0989  ___________________________________________________________________
 EH0989  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0989  DYNAMIC HT  -          58.091 (meters)     190.59  (feet)  COMP
 EH0989  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 EH0989
 EH0989  VERT ORDER  -  FIRST     CLASS II
 EH0989
 EH0989.The horizontal coordinates were scaled from a topographic map and have
 EH0989.an estimated accuracy of +/- 6 seconds.
 EH0989
 EH0989.The orthometric height was determined by differential leveling
 EH0989.and adjusted by the National Geodetic Survey in June 1991..
 EH0989
 EH0989.The geoid height was determined by GEOID03.
 EH0989
 EH0989.The dynamic height is computed by dividing the NAVD 88
 EH0989.geopotential number by the normal gravity value computed on the
 EH0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0989.degrees latitude (g = 980.6199 gals.).
 EH0989
 EH0989.The modeled gravity was interpolated from observed gravity values.
 EH0989
 EH0989;                    North         East    Units  Estimated Accuracy
 EH0989;SPC AR S     -   621,030.      525,310.      MT  (+/- 180 meters Scaled)
 EH0989
 EH0989                          SUPERSEDED SURVEY CONTROL
 EH0989
 EH0989  NGVD 29 (??/??/??)   58.179  (m)          190.88   (f) ADJUSTED    1 2
 EH0989
 EH0989.Superseded values are not recommended for survey control.
 EH0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0989.See file dsdata.txt to determine how the superseded data were derived.
 EH0989
 EH0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU169369(NAD 83)
 EH0989_MARKER: DB = BENCH MARK DISK
 EH0989_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0989_SP_SET: 38 FT.
 EH0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0989
 EH0989  HISTORY     - Date     Condition        Report By
 EH0989  HISTORY     - 1976     MONUMENTED       NGS
 EH0989  HISTORY     - 20010620 GOOD             NOS
 EH0989
 EH0989                          STATION DESCRIPTION
 EH0989
 EH0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0989'11.5 MI S FROM WHITEHALL.
 EH0989'11.5 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0989'WHITEHALL, ALSO ABOUT 0.5 MILE NORTHEAST OF PHILLIPS BAYOU AND ABOUT
 EH0989'0.15 MILE NORTHEAST OF TERRY CROSSING, 97 FEET NORTHWEST OF THE CENTER
 EH0989'LINE OF THE LEVEE, 81 FEET NORTHWEST OF MILEPOST 216/217, 17 FEET
 EH0989'NORTH OF THE CENTER OF A METAL GATE AT TOE OF LEVEE, 8 FEET SOUTHEAST
 EH0989'OF A POWER POLE, AND 4 FEET EAST OF A FENCE.  A DISK ON TOP OF A
 EH0989'COPPER-COATED STEEL ROD TO A DEPTH OF 38 FEET ENCASED IN A PIPE
 EH0989'PROJECTING +0 INCHES.  40 FEET BELOW LEVEE 2 FEET SOUTH OF A WITNESS
 EH0989'POST.
 EH0989
 EH0989                          STATION RECOVERY (2001)
 EH0989
 EH0989'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (DLB)
 EH0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1440 ***********************************************************************
 EH1440  DESIGNATION -  N 223
 EH1440  PID         -  EH1440
 EH1440  STATE/COUNTY-  AR/DESHA
 EH1440  USGS QUAD   -  SNOW LAKE (1967)
 EH1440
 EH1440                         *CURRENT SURVEY CONTROL
 EH1440  ___________________________________________________________________
 EH1440* NAD 83(1986)-  34 00 48.     (N)    091 01 22.     (W)     SCALED    
 EH1440* NAVD 88     -        54.633  (meters)     179.24   (feet)  ADJUSTED  
 EH1440  ___________________________________________________________________
 EH1440  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH1440  DYNAMIC HT  -          54.578 (meters)     179.06  (feet)  COMP
 EH1440  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 EH1440
 EH1440  VERT ORDER  -  FIRST     CLASS II
 EH1440
 EH1440.The horizontal coordinates were scaled from a topographic map and have
 EH1440.an estimated accuracy of +/- 6 seconds.
 EH1440
 EH1440.The orthometric height was determined by differential leveling
 EH1440.and adjusted by the National Geodetic Survey in June 1991..
 EH1440.WARNING-Repeat measurements at this control monument indicate possible
 EH1440.vertical movement.
 EH1440
 EH1440.The geoid height was determined by GEOID03.
 EH1440
 EH1440.The dynamic height is computed by dividing the NAVD 88
 EH1440.geopotential number by the normal gravity value computed on the
 EH1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1440.degrees latitude (g = 980.6199 gals.).
 EH1440
 EH1440.The modeled gravity was interpolated from observed gravity values.
 EH1440
 EH1440;                    North         East    Units  Estimated Accuracy
 EH1440;SPC AR S     -   549,790.      490,260.      MT  (+/- 180 meters Scaled)
 EH1440
 EH1440                          SUPERSEDED SURVEY CONTROL
 EH1440
 EH1440  NGVD 29 (??/??/??)   54.677  (m)          179.39   (f) ADJUSTED    1 2
 EH1440
 EH1440.Superseded values are not recommended for survey control.
 EH1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1440.See file dsdata.txt to determine how the superseded data were derived.
 EH1440
 EH1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT825653(NAD 83)
 EH1440_MARKER: DB = BENCH MARK DISK
 EH1440_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1440+WITH SETTING: INTO GROUND
 EH1440_STAMPING: N 223 1976
 EH1440_MARK LOGO: NGS   
 EH1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1440+STABILITY: SURFACE MOTION
 EH1440
 EH1440  HISTORY     - Date     Condition        Report By
 EH1440  HISTORY     - 1976     MONUMENTED       NGS
 EH1440  HISTORY     - 1985     GOOD             NGS
 EH1440
 EH1440                          STATION DESCRIPTION
 EH1440
 EH1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1440'22.8 MI S FROM MELLWOOD.
 EH1440'22.8 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH1440'MELLWOOD, 18 FEET NORTHEAST OF THE CENTER OF LEVEE, AND 3 FEET SOUTH
 EH1440'OF MILEPOST 61/62.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH1440'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  3 FEET BELOW
 EH1440'LEVEE 1 FOOT NORTHWEST OF A WITNESS POST.
 EH1440
 EH1440                          STATION RECOVERY (1985)
 EH1440
 EH1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2448 ***********************************************************************
 EH2448  DESIGNATION -  N 224 RESET
 EH2448  PID         -  EH2448
 EH2448  STATE/COUNTY-  AR/ARKANSAS
 EH2448  USGS QUAD   -  TURNER (1967)
 EH2448
 EH2448                         *CURRENT SURVEY CONTROL
 EH2448  ___________________________________________________________________
 EH2448* NAD 83(1986)-  34 22 59.     (N)    091 06 16.     (W)     SCALED    
 EH2448* NAVD 88     -        46.65   (meters)     153.1    (feet)  RESET     
 EH2448  ___________________________________________________________________
 EH2448  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2448
 EH2448  VERT ORDER  -  THIRD
 EH2448
 EH2448.The horizontal coordinates were scaled from a topographic map and have
 EH2448.an estimated accuracy of +/- 6 seconds.
 EH2448
 EH2448.The orthometric height was computed from unverified reset data.
 EH2448
 EH2448.The geoid height was determined by GEOID03.
 EH2448
 EH2448;                    North         East    Units  Estimated Accuracy
 EH2448;SPC AR S     -   590,730.      482,360.      MT  (+/- 180 meters Scaled)
 EH2448
 EH2448                          SUPERSEDED SURVEY CONTROL
 EH2448
 EH2448  NGVD 29 (08/21/02)   46.68   (m)          153.1    (f) RESET       3  
 EH2448
 EH2448.Superseded values are not recommended for survey control.
 EH2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2448.See file dsdata.txt to determine how the superseded data were derived.
 EH2448
 EH2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU742062(NAD 83)
 EH2448_MARKER: DB = BENCH MARK DISK
 EH2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2448_STAMPING: N 224 RESET 1982
 EH2448_PROJECTION: FLUSH
 EH2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2448+STABILITY: SURFACE MOTION
 EH2448
 EH2448  HISTORY     - Date     Condition        Report By
 EH2448  HISTORY     - 1982     MONUMENTED       NGS
 EH2448
 EH2448                          STATION DESCRIPTION
 EH2448
 EH2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EH2448'1.2 MI NE FROM ST CHARLES.
 EH2448'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF
 EH2448'THE WHITE RIVER IN ST CHARLES, 34.44 METERS (113.0 FT) NORTH OF THE
 EH2448'CENTER OF NEW HIGHWAY, 22.86 METERS (75.0 FT) SOUTH-SOUTHWEST OF
 EH2448'A 38-INCH ASH TREE, AND 18.29 METERS (60.0 FT) OF THE CENTER
 EH2448'OF A GRAVEL ROAD LEADING NORTH, ON U.S. FORESTRY PROPERTY.
 EH2448'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1495 ***********************************************************************
 EH1495  DESIGNATION -  N 225
 EH1495  PID         -  EH1495
 EH1495  STATE/COUNTY-  AR/ARKANSAS
 EH1495  USGS QUAD   -  ETHEL (1967)
 EH1495
 EH1495                         *CURRENT SURVEY CONTROL
 EH1495  ___________________________________________________________________
 EH1495* NAD 83(1986)-  34 21 51.     (N)    091 14 07.     (W)     SCALED    
 EH1495* NAVD 88     -        56.254  (meters)     184.56   (feet)  ADJUSTED  
 EH1495  ___________________________________________________________________
 EH1495  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EH1495  DYNAMIC HT  -          56.199 (meters)     184.38  (feet)  COMP
 EH1495  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EH1495
 EH1495  VERT ORDER  -  FIRST     CLASS II
 EH1495
 EH1495.The horizontal coordinates were scaled from a topographic map and have
 EH1495.an estimated accuracy of +/- 6 seconds.
 EH1495
 EH1495.The orthometric height was determined by differential leveling
 EH1495.and adjusted by the National Geodetic Survey in August 1993..
 EH1495
 EH1495.The geoid height was determined by GEOID03.
 EH1495
 EH1495.The dynamic height is computed by dividing the NAVD 88
 EH1495.geopotential number by the normal gravity value computed on the
 EH1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1495.degrees latitude (g = 980.6199 gals.).
 EH1495
 EH1495.The modeled gravity was interpolated from observed gravity values.
 EH1495
 EH1495;                    North         East    Units  Estimated Accuracy
 EH1495;SPC AR S     -   588,540.      470,340.      MT  (+/- 180 meters Scaled)
 EH1495
 EH1495                          SUPERSEDED SURVEY CONTROL
 EH1495
 EH1495  NAVD 88 (06/15/91)   56.222  (m)          184.46   (f) UNKNOWN     1 2
 EH1495  NGVD 29 (??/??/??)   56.276  (m)          184.63   (f) ADJUSTED    1 2
 EH1495
 EH1495.Superseded values are not recommended for survey control.
 EH1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1495.See file dsdata.txt to determine how the superseded data were derived.
 EH1495
 EH1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU622039(NAD 83)
 EH1495_MARKER: DB = BENCH MARK DISK
 EH1495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1495_SP_SET: GUARD RAIL
 EH1495_STAMPING: N 225 1976
 EH1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1495+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1495
 EH1495  HISTORY     - Date     Condition        Report By
 EH1495  HISTORY     - 1976     MONUMENTED       NGS
 EH1495  HISTORY     - 1987     GOOD             USPSQD
 EH1495  HISTORY     - 20030407 GOOD             USACE
 EH1495
 EH1495                          STATION DESCRIPTION
 EH1495
 EH1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1495'6.45 MI SW FROM ST CHARLES.
 EH1495'6.45 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST
 EH1495'STREET AT ST. CHARLES, IN THE TOP OF THE STEP OF THE NORTHEAST CORNER
 EH1495'OF THE NORTHWEST GUARD RAIL, 15 FEET NORTHWEST OF THE CENTERLINE OF
 EH1495'THE HIGHWAY, 0.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE GUARD
 EH1495'RAIL.  1 FOOT ABOVE HIGHWAY.
 EH1495
 EH1495                          STATION RECOVERY (1987)
 EH1495
 EH1495'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1495'RECOVERED IN GOOD CONDITION.
 EH1495
 EH1495                          STATION RECOVERY (2003)
 EH1495
 EH1495'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1495'MARK IS ON NORTHEAST CORNER BRIDGE ABUTMENT UNDERNEATH HEW BUARD RAIL.
 EH1495' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0886 ***********************************************************************
 DK0886  DESIGNATION -  N 226
 DK0886  PID         -  DK0886
 DK0886  STATE/COUNTY-  AR/DESHA
 DK0886  USGS QUAD   -  DUMAS (1969)
 DK0886
 DK0886                         *CURRENT SURVEY CONTROL
 DK0886  ___________________________________________________________________
 DK0886* NAD 83(1986)-  33 57 37.     (N)    091 23 33.     (W)     SCALED    
 DK0886* NAVD 88     -        50.047  (meters)     164.20   (feet)  ADJUSTED  
 DK0886  ___________________________________________________________________
 DK0886  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0886  DYNAMIC HT  -          49.998 (meters)     164.04  (feet)  COMP
 DK0886  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 DK0886
 DK0886  VERT ORDER  -  FIRST     CLASS II
 DK0886
 DK0886.The horizontal coordinates were scaled from a topographic map and have
 DK0886.an estimated accuracy of +/- 6 seconds.
 DK0886
 DK0886.The orthometric height was determined by differential leveling
 DK0886.and adjusted by the National Geodetic Survey in June 1991..
 DK0886
 DK0886.The geoid height was determined by GEOID03.
 DK0886
 DK0886.The dynamic height is computed by dividing the NAVD 88
 DK0886.geopotential number by the normal gravity value computed on the
 DK0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0886.degrees latitude (g = 980.6199 gals.).
 DK0886
 DK0886.The modeled gravity was interpolated from observed gravity values.
 DK0886
 DK0886;                    North         East    Units  Estimated Accuracy
 DK0886;SPC AR S     -   543,640.      456,150.      MT  (+/- 180 meters Scaled)
 DK0886
 DK0886                          SUPERSEDED SURVEY CONTROL
 DK0886
 DK0886  NGVD 29 (??/??/??)   50.110  (m)          164.40   (f) ADJUSTED    1 2
 DK0886
 DK0886.Superseded values are not recommended for survey control.
 DK0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0886.See file dsdata.txt to determine how the superseded data were derived.
 DK0886
 DK0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT485589(NAD 83)
 DK0886_MARKER: DB = BENCH MARK DISK
 DK0886_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0886_SP_SET: 4 FEET
 DK0886_STAMPING: N 226 1976
 DK0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0886
 DK0886  HISTORY     - Date     Condition        Report By
 DK0886  HISTORY     - 1976     MONUMENTED       NGS
 DK0886  HISTORY     - 1984     GOOD             NGS
 DK0886  HISTORY     - 20040114 MARK NOT FOUND   USACE
 DK0886
 DK0886                          STATION DESCRIPTION
 DK0886
 DK0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0886'2.0 MI NW FROM BACK GATE.
 DK0886'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH STATE
 DK0886'HIGHWAY 54 AT BACK GATE, 125 FEET NORTHEAST OF A SMALL HOUSE AND 59
 DK0886'FEET WEST OF THE CENTERLINE OF HIGHWAY, 4 FEET EAST OF A POWERLINE
 DK0886'POLE, AND 2 FEET EAST OF A FENCE.  A DISK ON TOP OF A COPPER-COATED
 DK0886'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.
 DK0886'ABOUT LEVEL WITH HIGHWAY 3 FEET NORTHWEST OF A WITNESS POST.
 DK0886
 DK0886                          STATION RECOVERY (1984)
 DK0886
 DK0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0886'RECOVERED IN GOOD CONDITION.
 DK0886
 DK0886                          STATION RECOVERY (2004)
 DK0886
 DK0886'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1245 ***********************************************************************
 EJ1245  DESIGNATION -  N 23
 EJ1245  PID         -  EJ1245
 EJ1245  STATE/COUNTY-  AR/CLARK
 EJ1245  USGS QUAD   -  ANTOINE (1975)
 EJ1245
 EJ1245                         *CURRENT SURVEY CONTROL
 EJ1245  ___________________________________________________________________
 EJ1245* NAD 83(1986)-  34 03 21.     (N)    093 25 52.     (W)     SCALED    
 EJ1245* NAVD 88     -        86.389  (meters)     283.43   (feet)  ADJUSTED  
 EJ1245  ___________________________________________________________________
 EJ1245  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EJ1245  DYNAMIC HT  -          86.302 (meters)     283.14  (feet)  COMP
 EJ1245  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 EJ1245
 EJ1245  VERT ORDER  -  SECOND    CLASS 0
 EJ1245
 EJ1245.The horizontal coordinates were scaled from a topographic map and have
 EJ1245.an estimated accuracy of +/- 6 seconds.
 EJ1245
 EJ1245.The orthometric height was determined by differential leveling
 EJ1245.and adjusted by the National Geodetic Survey in June 1991..
 EJ1245
 EJ1245.The geoid height was determined by GEOID03.
 EJ1245
 EJ1245.The dynamic height is computed by dividing the NAVD 88
 EJ1245.geopotential number by the normal gravity value computed on the
 EJ1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1245.degrees latitude (g = 980.6199 gals.).
 EJ1245
 EJ1245.The modeled gravity was interpolated from observed gravity values.
 EJ1245
 EJ1245;                    North         East    Units  Estimated Accuracy
 EJ1245;SPC AR S     -   555,000.      267,890.      MT  (+/- 180 meters Scaled)
 EJ1245
 EJ1245                          SUPERSEDED SURVEY CONTROL
 EJ1245
 EJ1245  NGVD 29 (??/??/92)   86.392  (m)          283.44   (f) ADJ UNCH    2 0
 EJ1245
 EJ1245.Superseded values are not recommended for survey control.
 EJ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1245.See file dsdata.txt to determine how the superseded data were derived.
 EJ1245
 EJ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT602684(NAD 83)
 EJ1245_MARKER: DB = BENCH MARK DISK
 EJ1245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1245_SP_SET: ABUTMENT
 EJ1245_STAMPING: 283.438 N 23 1932
 EJ1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1245
 EJ1245  HISTORY     - Date     Condition        Report By
 EJ1245  HISTORY     - 1932     MONUMENTED       CGS
 EJ1245  HISTORY     - 1934     GOOD             NGS
 EJ1245  HISTORY     - 1964     GOOD             NGS
 EJ1245
 EJ1245                          STATION DESCRIPTION
 EJ1245
 EJ1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1245'1.8 MI N FROM PIKE CITY JUNCTION.
 EJ1245'1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM PIKE CITY
 EJ1245'JUNCTION, CLARK COUNTY, AT POLE 445+28, AND IN THE EAST SIDE OF THE
 EJ1245'SOUTH ABUTMENT OF A TWO-SPAN PLATE-GIRDER BRIDGE.  A STANDARD DISK,
 EJ1245'STAMPED 283.438 N 23 1932.  NOTE-- IN THE SOUTHEAST CONCRETE ABUTMENT
 EJ1245'OF BRIDGE NO 448.6.
 EJ1245
 EJ1245                          STATION RECOVERY (1964)
 EJ1245
 EJ1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1474 ***********************************************************************
 EJ1474  DESIGNATION -  N 24
 EJ1474  PID         -  EJ1474
 EJ1474  STATE/COUNTY-  AR/MONTGOMERY
 EJ1474  USGS QUAD   -  MOUNT IDA (1986)
 EJ1474
 EJ1474                         *CURRENT SURVEY CONTROL
 EJ1474  ___________________________________________________________________
 EJ1474* NAD 83(1986)-  34 33 45.     (N)    093 38 26.     (W)     SCALED    
 EJ1474* NAVD 88     -       190.086  (meters)     623.64   (feet)  ADJUSTED  
 EJ1474  ___________________________________________________________________
 EJ1474  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 EJ1474  DYNAMIC HT  -         189.894 (meters)     623.01  (feet)  COMP
 EJ1474  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 EJ1474
 EJ1474  VERT ORDER  -  SECOND    CLASS 0
 EJ1474
 EJ1474.The horizontal coordinates were scaled from a topographic map and have
 EJ1474.an estimated accuracy of +/- 6 seconds.
 EJ1474
 EJ1474.The orthometric height was determined by differential leveling
 EJ1474.and adjusted by the National Geodetic Survey in June 1991..
 EJ1474
 EJ1474.The geoid height was determined by GEOID03.
 EJ1474
 EJ1474.The dynamic height is computed by dividing the NAVD 88
 EJ1474.geopotential number by the normal gravity value computed on the
 EJ1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1474.degrees latitude (g = 980.6199 gals.).
 EJ1474
 EJ1474.The modeled gravity was interpolated from observed gravity values.
 EJ1474
 EJ1474;                    North         East    Units  Estimated Accuracy
 EJ1474;SPC AR S     -   611,480.      249,460.      MT  (+/- 180 meters Scaled)
 EJ1474
 EJ1474                          SUPERSEDED SURVEY CONTROL
 EJ1474
 EJ1474  NGVD 29 (??/??/92)  190.03   (m)          623.5    (f) COMPUTED    2 0
 EJ1474
 EJ1474.Superseded values are not recommended for survey control.
 EJ1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1474.See file dsdata.txt to determine how the superseded data were derived.
 EJ1474
 EJ1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU412247(NAD 83)
 EJ1474_MARKER: DB = BENCH MARK DISK
 EJ1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1474_STAMPING: 623.463 N 24 1932
 EJ1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1474+STABILITY: SURFACE MOTION
 EJ1474
 EJ1474  HISTORY     - Date     Condition        Report By
 EJ1474  HISTORY     - 1932     MONUMENTED       CGS
 EJ1474  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1474
 EJ1474                          STATION DESCRIPTION
 EJ1474
 EJ1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1474'0.4 MI N FROM MOUNT IDA.
 EJ1474'0.4 MILE NORTH ALONG U.S. HIGHWAY 270 FROM MOUNT IDA, MONTGOMERY
 EJ1474'COUNTY, 250 FEET NORTH OF THE INTERSECTION OF STATE HIGHWAY 27, 102
 EJ1474'FEET WEST OF A 2-1/2-FOOT OAK TREE, AND 23 FEET NORTHWEST OF THE
 EJ1474'CENTERLINE OF STATE HIGHWAY 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0930 ***********************************************************************
 DK0930  DESIGNATION -  N 240
 DK0930  PID         -  DK0930
 DK0930  STATE/COUNTY-  AR/DREW
 DK0930  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK0930
 DK0930                         *CURRENT SURVEY CONTROL
 DK0930  ___________________________________________________________________
 DK0930* NAD 83(1986)-  33 44 37.     (N)    091 28 18.     (W)     SCALED    
 DK0930* NAVD 88     -        48.159  (meters)     158.00   (feet)  ADJUSTED  
 DK0930  ___________________________________________________________________
 DK0930  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK0930  DYNAMIC HT  -          48.110 (meters)     157.84  (feet)  COMP
 DK0930  MODELED GRAV-     979,621.7   (mgal)                       NAVD 88
 DK0930
 DK0930  VERT ORDER  -  FIRST     CLASS II
 DK0930
 DK0930.The horizontal coordinates were scaled from a topographic map and have
 DK0930.an estimated accuracy of +/- 6 seconds.
 DK0930
 DK0930.The orthometric height was determined by differential leveling
 DK0930.and adjusted by the National Geodetic Survey in June 1991..
 DK0930
 DK0930.The geoid height was determined by GEOID03.
 DK0930
 DK0930.The dynamic height is computed by dividing the NAVD 88
 DK0930.geopotential number by the normal gravity value computed on the
 DK0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0930.degrees latitude (g = 980.6199 gals.).
 DK0930
 DK0930.The modeled gravity was interpolated from observed gravity values.
 DK0930
 DK0930;                    North         East    Units  Estimated Accuracy
 DK0930;SPC AR S     -   519,570.      448,950.      MT  (+/- 180 meters Scaled)
 DK0930
 DK0930                          SUPERSEDED SURVEY CONTROL
 DK0930
 DK0930  NGVD 29 (??/??/??)   48.287  (m)          158.42   (f) ADJUSTED    1 2
 DK0930
 DK0930.Superseded values are not recommended for survey control.
 DK0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0930.See file dsdata.txt to determine how the superseded data were derived.
 DK0930
 DK0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT415347(NAD 83)
 DK0930_MARKER: DB = BENCH MARK DISK
 DK0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0930_STAMPING: N 240 1939
 DK0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0930+STABILITY: SURFACE MOTION
 DK0930
 DK0930  HISTORY     - Date     Condition        Report By
 DK0930  HISTORY     - 1939     MONUMENTED       CGS
 DK0930  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0930  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0930
 DK0930                          STATION DESCRIPTION
 DK0930
 DK0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0930'2.1 MI SW FROM WINCHESTER.
 DK0930'3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 65 FROM TILLAR, DREW COUNTY,
 DK0930'2.1 MILES SOUTHWEST OF WINCHESTER, AT THE WEST END OF A LANE LEADING
 DK0930'EASTERLY TO THE MISSOURI PACIFIC RAILROAD, 230 FEET EAST OF A 3-FOOT
 DK0930'GUM TREE USED AS A FENCE CORNER, 54 FEET NORTHEAST OF THE CENTERLINE
 DK0930'OF THE HIGHWAY, AND 10 FEET NORTH OF THE CENTERLINE OF THE LANE.  A
 DK0930'STANDARD DISK, STAMPED N 240 1939 AND SET IN THE TOP OF A CONCRETE
 DK0930'POST.
 DK0930
 DK0930                          STATION RECOVERY (1977)
 DK0930
 DK0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0930'MARK NOT FOUND.
 DK0930
 DK0930                          STATION RECOVERY (1977)
 DK0930
 DK0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0667 ***********************************************************************
 FF0667  DESIGNATION -  N 242
 FF0667  PID         -  FF0667
 FF0667  STATE/COUNTY-  AR/POINSETT
 FF0667  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0667
 FF0667                         *CURRENT SURVEY CONTROL
 FF0667  ___________________________________________________________________
 FF0667* NAD 83(1986)-  35 29 48.     (N)    090 43 56.     (W)     SCALED    
 FF0667* NAVD 88     -        83.864  (meters)     275.14   (feet)  ADJUSTED  
 FF0667  ___________________________________________________________________
 FF0667  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0667  DYNAMIC HT  -          83.790 (meters)     274.90  (feet)  COMP
 FF0667  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 FF0667
 FF0667  VERT ORDER  -  FIRST     CLASS II
 FF0667
 FF0667.The horizontal coordinates were scaled from a topographic map and have
 FF0667.an estimated accuracy of +/- 6 seconds.
 FF0667
 FF0667.The orthometric height was determined by differential leveling
 FF0667.and adjusted by the National Geodetic Survey in June 1991..
 FF0667
 FF0667.The geoid height was determined by GEOID03.
 FF0667
 FF0667.The dynamic height is computed by dividing the NAVD 88
 FF0667.geopotential number by the normal gravity value computed on the
 FF0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0667.degrees latitude (g = 980.6199 gals.).
 FF0667
 FF0667.The modeled gravity was interpolated from observed gravity values.
 FF0667
 FF0667;                    North         East    Units  Estimated Accuracy
 FF0667;SPC AR N     -   129,800.      515,020.      MT  (+/- 180 meters Scaled)
 FF0667
 FF0667                          SUPERSEDED SURVEY CONTROL
 FF0667
 FF0667  NGVD 29 (??/??/??)   83.810  (m)          274.97   (f) ADJUSTED    1 2
 FF0667
 FF0667.Superseded values are not recommended for survey control.
 FF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0667.See file dsdata.txt to determine how the superseded data were derived.
 FF0667
 FF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV056304(NAD 83)
 FF0667_MARKER: DB = BENCH MARK DISK
 FF0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0667_STAMPING: N 242 1938
 FF0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0667+STABILITY: SURFACE MOTION
 FF0667
 FF0667  HISTORY     - Date     Condition        Report By
 FF0667  HISTORY     - 1938     MONUMENTED       CGS
 FF0667  HISTORY     - 1956     GOOD             CGS
 FF0667  HISTORY     - 20030507 MARK NOT FOUND   USACE
 FF0667
 FF0667                          STATION DESCRIPTION
 FF0667
 FF0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0667'1.2 MI N FROM WHITEHALL.
 FF0667'ABOUT 1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0667'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, AT CROSSING
 FF0667'OF A PRIVATE DRIVE TO A FARM HOUSE ON EAST SIDE OF TRACK, 39
 FF0667'FEET EAST OF EAST RAIL, 7 1/2 FEET NORTH OF TELEPHONE POLE NO.
 FF0667'261/10, 92 FEET NORTHEAST OF CENTER OF CROSSING, 8.3 FEET WEST OF
 FF0667'A FENCE LINE, 77 FEET NORTH OF CENTER LINE OF DRIVE, 72 FEET
 FF0667'NORTH OF NORTH END OF A 24-INCH CONCRETE PIPE CULVERT UNDER
 FF0667'DRIVE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 FF0667'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0667'ABOUT 2 INCHES BELOW SURFACE OF GROUND.
 FF0667
 FF0667                          STATION RECOVERY (2003)
 FF0667
 FF0667'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1034 ***********************************************************************
 DK1034  DESIGNATION -  N 243
 DK1034  PID         -  DK1034
 DK1034  STATE/COUNTY-  AR/DREW
 DK1034  USGS QUAD   -  JEROME (1981)
 DK1034
 DK1034                         *CURRENT SURVEY CONTROL
 DK1034  ___________________________________________________________________
 DK1034* NAD 83(1986)-  33 24 47.     (N)    091 27 42.     (W)     SCALED    
 DK1034* NAVD 88     -        40.319  (meters)     132.28   (feet)  ADJUSTED  
 DK1034  ___________________________________________________________________
 DK1034  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DK1034  DYNAMIC HT  -          40.277 (meters)     132.14  (feet)  COMP
 DK1034  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 DK1034
 DK1034  VERT ORDER  -  FIRST     CLASS II
 DK1034
 DK1034.The horizontal coordinates were scaled from a topographic map and have
 DK1034.an estimated accuracy of +/- 6 seconds.
 DK1034
 DK1034.The orthometric height was determined by differential leveling
 DK1034.and adjusted by the National Geodetic Survey in June 1991..
 DK1034
 DK1034.The geoid height was determined by GEOID03.
 DK1034
 DK1034.The dynamic height is computed by dividing the NAVD 88
 DK1034.geopotential number by the normal gravity value computed on the
 DK1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1034.degrees latitude (g = 980.6199 gals.).
 DK1034
 DK1034.The modeled gravity was interpolated from observed gravity values.
 DK1034
 DK1034;                    North         East    Units  Estimated Accuracy
 DK1034;SPC AR S     -   482,920.      450,070.      MT  (+/- 180 meters Scaled)
 DK1034
 DK1034                          SUPERSEDED SURVEY CONTROL
 DK1034
 DK1034  NGVD 29 (??/??/??)   40.431  (m)          132.65   (f) ADJUSTED    1 2
 DK1034
 DK1034.Superseded values are not recommended for survey control.
 DK1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1034.See file dsdata.txt to determine how the superseded data were derived.
 DK1034
 DK1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS430981(NAD 83)
 DK1034_MARKER: DB = BENCH MARK DISK
 DK1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1034_STAMPING: N 243 1939
 DK1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1034+STABILITY: SURFACE MOTION
 DK1034
 DK1034  HISTORY     - Date     Condition        Report By
 DK1034  HISTORY     - 1939     MONUMENTED       CGS
 DK1034
 DK1034                          STATION DESCRIPTION
 DK1034
 DK1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1034'1.1 MI N FROM JEROME.
 DK1034'1.1 MILES NORTH OF THE R.R. STATION.  A STANDARD DISC SET IN THE TOP
 DK1034'OF A CONCRETE POST LOCATED ON THE WEST R/W OF THE MO. PAC. R.R.
 DK1034'BETWEEN THE TRACKS AND HWY NO. 165.  AT MILE POST 423-22.  2.7 MILES
 DK1034'SOUTH OF HUBSPETH SIDING.  49 FEET WEST OF THE WEST RAIL.  29 FEET
 DK1034'EAST OF THE CENTER LINE OF THE HWY.  3 FEET EAST OF THE R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1161 ***********************************************************************
 FG1161  DESIGNATION -  N 244
 FG1161  PID         -  FG1161
 FG1161  STATE/COUNTY-  AR/PERRY
 FG1161  USGS QUAD   -  CASA (1972)
 FG1161
 FG1161                         *CURRENT SURVEY CONTROL
 FG1161  ___________________________________________________________________
 FG1161* NAD 83(1986)-  35 01 31.     (N)    093 02 03.     (W)     SCALED    
 FG1161* NAVD 88     -       110.310  (meters)     361.91   (feet)  ADJUSTED  
 FG1161  ___________________________________________________________________
 FG1161  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FG1161  DYNAMIC HT  -         110.204 (meters)     361.56  (feet)  COMP
 FG1161  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FG1161
 FG1161  VERT ORDER  -  SECOND    CLASS 0
 FG1161
 FG1161.The horizontal coordinates were scaled from a topographic map and have
 FG1161.an estimated accuracy of +/- 6 seconds.
 FG1161
 FG1161.The orthometric height was determined by differential leveling
 FG1161.and adjusted by the National Geodetic Survey in June 1991..
 FG1161
 FG1161.The geoid height was determined by GEOID03.
 FG1161
 FG1161.The dynamic height is computed by dividing the NAVD 88
 FG1161.geopotential number by the normal gravity value computed on the
 FG1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1161.degrees latitude (g = 980.6199 gals.).
 FG1161
 FG1161.The modeled gravity was interpolated from observed gravity values.
 FG1161
 FG1161;                    North         East    Units  Estimated Accuracy
 FG1161;SPC AR N     -    77,260.      305,630.      MT  (+/- 180 meters Scaled)
 FG1161
 FG1161                          SUPERSEDED SURVEY CONTROL
 FG1161
 FG1161  NGVD 29 (??/??/92)  110.302  (m)          361.88   (f) ADJ UNCH    2 0
 FG1161
 FG1161.Superseded values are not recommended for survey control.
 FG1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1161.See file dsdata.txt to determine how the superseded data were derived.
 FG1161
 FG1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU968758(NAD 83)
 FG1161_MARKER: DB = BENCH MARK DISK
 FG1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1161_STAMPING: N-244 1939
 FG1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1161+STABILITY: SURFACE MOTION
 FG1161
 FG1161  HISTORY     - Date     Condition        Report By
 FG1161  HISTORY     - 1939     MONUMENTED       CGS
 FG1161
 FG1161                          STATION DESCRIPTION
 FG1161
 FG1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG1161'0.8 MI E FROM CASA.
 FG1161'0.8 MILE EAST OF, ALONG CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FG1161'STATION.  ABOUT 0.25 MILE SOUTHEAST OF MR. THOMAS STOVERS FARM HOUSE.
 FG1161'ABOUT 300 FEET WEST OF TELEPHONE POLE 197/20. 45.0 FEET NORTH OF NORTH
 FG1161'RAIL.  71.0 FEET WEST OF CENTERLINE OF FARM ROAD THAT LEADS OVER
 FG1161'TRACKS.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1544 ***********************************************************************
 EH1544  DESIGNATION -  N 245
 EH1544  PID         -  EH1544
 EH1544  STATE/COUNTY-  AR/JEFFERSON
 EH1544  USGS QUAD   -  GRADY (1975)
 EH1544
 EH1544                         *CURRENT SURVEY CONTROL
 EH1544  ___________________________________________________________________
 EH1544* NAD 83(1986)-  34 06 10.     (N)    091 44 39.     (W)     SCALED    
 EH1544* NAVD 88     -        57.582  (meters)     188.92   (feet)  ADJUSTED  
 EH1544  ___________________________________________________________________
 EH1544  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH1544  DYNAMIC HT  -          57.525 (meters)     188.73  (feet)  COMP
 EH1544  MODELED GRAV-     979,661.7   (mgal)                       NAVD 88
 EH1544
 EH1544  VERT ORDER  -  FIRST     CLASS II
 EH1544
 EH1544.The horizontal coordinates were scaled from a topographic map and have
 EH1544.an estimated accuracy of +/- 6 seconds.
 EH1544
 EH1544.The orthometric height was determined by differential leveling
 EH1544.and adjusted by the National Geodetic Survey in June 1991..
 EH1544
 EH1544.The geoid height was determined by GEOID03.
 EH1544
 EH1544.The dynamic height is computed by dividing the NAVD 88
 EH1544.geopotential number by the normal gravity value computed on the
 EH1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1544.degrees latitude (g = 980.6199 gals.).
 EH1544
 EH1544.The modeled gravity was interpolated from observed gravity values.
 EH1544
 EH1544;                    North         East    Units  Estimated Accuracy
 EH1544;SPC AR S     -   559,310.      423,610.      MT  (+/- 180 meters Scaled)
 EH1544
 EH1544                          SUPERSEDED SURVEY CONTROL
 EH1544
 EH1544  NGVD 29 (??/??/??)   57.665  (m)          189.19   (f) ADJUSTED    1 2
 EH1544
 EH1544.Superseded values are not recommended for survey control.
 EH1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1544.See file dsdata.txt to determine how the superseded data were derived.
 EH1544
 EH1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT158742(NAD 83)
 EH1544_MARKER: DB = BENCH MARK DISK
 EH1544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1544_SP_SET: BRIDGE
 EH1544_STAMPING: N 245 1938
 EH1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1544
 EH1544  HISTORY     - Date     Condition        Report By
 EH1544  HISTORY     - 1938     MONUMENTED       CGS
 EH1544  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1544
 EH1544                          STATION DESCRIPTION
 EH1544
 EH1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1544'1.0 MI E FROM TAMO.
 EH1544'1.0 MILE EAST BY RAIL FROM TAMO STATION.  3.0 MILES WEST OF GRADY
 EH1544'STATION.  A STANDARD DISC SET HORIZONTALLY IN THE TOP OF CURB AT THE
 EH1544'EAST END OF THE SOUTH SIDE OF A CONCRETE HWY BRIDGE WITH CONCRETE
 EH1544'RAILINGS OVER DEER LAKE DITCH. ABOUT 500 FEET NW OF A CHURCH.
 EH1544'20 POLES EAST OF MILE POST 406.
 EH1544
 EH1544                          STATION RECOVERY (1984)
 EH1544
 EH1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1544'NOT RECOVERED, BRIDGE CURBING GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1545 ***********************************************************************
 EH1545  DESIGNATION -  N 245 RESET
 EH1545  PID         -  EH1545
 EH1545  STATE/COUNTY-  AR/JEFFERSON
 EH1545  USGS QUAD   -  GRADY (1975)
 EH1545
 EH1545                         *CURRENT SURVEY CONTROL
 EH1545  ___________________________________________________________________
 EH1545* NAD 83(1986)-  34 06 10.     (N)    091 44 40.     (W)     SCALED    
 EH1545* NAVD 88     -        57.491  (meters)     188.62   (feet)  ADJUSTED  
 EH1545  ___________________________________________________________________
 EH1545  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH1545  DYNAMIC HT  -          57.435 (meters)     188.43  (feet)  COMP
 EH1545  MODELED GRAV-     979,661.8   (mgal)                       NAVD 88
 EH1545
 EH1545  VERT ORDER  -  FIRST     CLASS II
 EH1545
 EH1545.The horizontal coordinates were scaled from a topographic map and have
 EH1545.an estimated accuracy of +/- 6 seconds.
 EH1545
 EH1545.The orthometric height was determined by differential leveling
 EH1545.and adjusted by the National Geodetic Survey in June 1991..
 EH1545
 EH1545.The geoid height was determined by GEOID03.
 EH1545
 EH1545.The dynamic height is computed by dividing the NAVD 88
 EH1545.geopotential number by the normal gravity value computed on the
 EH1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1545.degrees latitude (g = 980.6199 gals.).
 EH1545
 EH1545.The modeled gravity was interpolated from observed gravity values.
 EH1545
 EH1545;                    North         East    Units  Estimated Accuracy
 EH1545;SPC AR S     -   559,310.      423,580.      MT  (+/- 180 meters Scaled)
 EH1545
 EH1545                          SUPERSEDED SURVEY CONTROL
 EH1545
 EH1545  NGVD 29 (??/??/??)   57.67   (m)          189.2    (f) RESET       3  
 EH1545
 EH1545.Superseded values are not recommended for survey control.
 EH1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1545.See file dsdata.txt to determine how the superseded data were derived.
 EH1545
 EH1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT158742(NAD 83)
 EH1545_MARKER: DD = SURVEY DISK
 EH1545_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1545_STAMPING: N 245 RESET 1955
 EH1545_MARK LOGO: ARHD  
 EH1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1545+STABILITY: SURFACE MOTION
 EH1545
 EH1545  HISTORY     - Date     Condition        Report By
 EH1545  HISTORY     - 1955     MONUMENTED       ARHD
 EH1545  HISTORY     - 1984     GOOD             NGS
 EH1545  HISTORY     - 1989     GOOD             USPSQD
 EH1545  HISTORY     - 1990     GOOD             USPSQD
 EH1545
 EH1545                          STATION DESCRIPTION
 EH1545
 EH1545'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1955
 EH1545'1.0 MI SE FROM TAMO.
 EH1545'THE NEW BENCH MARK IS APPOROXIMATELY 45 FEET NORTH AND 60 FEET WEST OF
 EH1545'THE SITE OF THE OLD BENCH MARK N 245 1938, WHICH WAS DESCRIBED AS
 EH1545'FOLLOWS-- 1.0 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EH1545'THE STATION AT TAMO, JEFFERSON COUNTY, 3.0 MILES NORTHWEST OF THE
 EH1545'STATION AT GRADY, LINCOLN COUNTY, ABOUT 20 POLES SOUTHEAST OF MILEPOST
 EH1545'406, 500 FEET NORTH OF A CHURCH, ON U.S. HIGHWAY 65, AT A CONCRETE
 EH1545'BRIDGE WITH CONCRETE RAILINGS OVER DEER LAKE DITCH, AND IN THE TOP OF
 EH1545'THE SOUTHEAST END OF THE SOUTHWEST CURB.  A STANDARD DISK, STAMPED N
 EH1545'245 1938.
 EH1545
 EH1545                          STATION RECOVERY (1984)
 EH1545
 EH1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1545'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 4.9 KM (3.05 MI)
 EH1545'NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN GRADY, IN THE
 EH1545'TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE
 EH1545'CULVERT UNDER THE HIGHWAY, ABOUT 91.44 METERS (300.0 FT) SOUTHEAST OF
 EH1545'MARZELL M.B. CHURCH, 6.40 METERS (21.0 FT) SOUTHWEST OF THE CENTER
 EH1545'LINE OF THE HIGHWAY, AND 1.21 METERS (4.0 FT) SOUTHEAST OF THE
 EH1545'NORTHWEST END OF THE SOUTHWEST HEADWALL.
 EH1545'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EH1545
 EH1545                          STATION RECOVERY (1989)
 EH1545
 EH1545'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH1545'RECOVERED IN GOOD CONDITION.
 EH1545
 EH1545                          STATION RECOVERY (1990)
 EH1545
 EH1545'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0881 ***********************************************************************
 FF0881  DESIGNATION -  N 246
 FF0881  PID         -  FF0881
 FF0881  STATE/COUNTY-  AR/CRAIGHEAD
 FF0881  USGS QUAD   -  CASH (1980)
 FF0881
 FF0881                         *CURRENT SURVEY CONTROL
 FF0881  ___________________________________________________________________
 FF0881* NAD 83(1986)-  35 48 49.     (N)    090 54 41.     (W)     SCALED    
 FF0881* NAVD 88     -        76.105  (meters)     249.69   (feet)  ADJUSTED  
 FF0881  ___________________________________________________________________
 FF0881  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FF0881  DYNAMIC HT  -          76.040 (meters)     249.47  (feet)  COMP
 FF0881  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 FF0881
 FF0881  VERT ORDER  -  SECOND    CLASS 0
 FF0881
 FF0881.The horizontal coordinates were scaled from a topographic map and have
 FF0881.an estimated accuracy of +/- 6 seconds.
 FF0881
 FF0881.The orthometric height was determined by differential leveling
 FF0881.and adjusted by the National Geodetic Survey in June 1991..
 FF0881
 FF0881.The geoid height was determined by GEOID03.
 FF0881
 FF0881.The dynamic height is computed by dividing the NAVD 88
 FF0881.geopotential number by the normal gravity value computed on the
 FF0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0881.degrees latitude (g = 980.6199 gals.).
 FF0881
 FF0881.The modeled gravity was interpolated from observed gravity values.
 FF0881
 FF0881;                    North         East    Units  Estimated Accuracy
 FF0881;SPC AR N     -   164,770.      498,380.      MT  (+/- 180 meters Scaled)
 FF0881
 FF0881                          SUPERSEDED SURVEY CONTROL
 FF0881
 FF0881  NGVD 29 (??/??/??)   76.027  (m)          249.43   (f) ADJUSTED    2 0
 FF0881
 FF0881.Superseded values are not recommended for survey control.
 FF0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0881.See file dsdata.txt to determine how the superseded data were derived.
 FF0881
 FF0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV886652(NAD 83)
 FF0881_MARKER: DB = BENCH MARK DISK
 FF0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0881_STAMPING: N 246 1938
 FF0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0881+STABILITY: SURFACE MOTION
 FF0881
 FF0881  HISTORY     - Date     Condition        Report By
 FF0881  HISTORY     - 1938     MONUMENTED       CGS
 FF0881  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0881
 FF0881                          STATION DESCRIPTION
 FF0881
 FF0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0881'1.8 MI NE FROM CASH.
 FF0881'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0881'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT THE CENTER OF A STRAIGHT
 FF0881'STRETCH BETWEEN TWO CURVES, 108 FEET NORTH OF THE NORTHWEST
 FF0881'CORNER OF THE JOHN WINTZ HOME, 34 FEET EAST OF THE CENTER LINE
 FF0881'OF THE HIGHWAY, AND NEAR A WIRE FENCE CORNER.  A STANDARD DISK,
 FF0881'STAMPED N 246 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FF0881
 FF0881                          STATION RECOVERY (1976)
 FF0881
 FF0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0597 ***********************************************************************
 DL0597  DESIGNATION -  N 247
 DL0597  PID         -  DL0597
 DL0597  STATE/COUNTY-  AR/COLUMBIA
 DL0597  USGS QUAD   -  BUSSEY (1960)
 DL0597
 DL0597                         *CURRENT SURVEY CONTROL
 DL0597  ___________________________________________________________________
 DL0597* NAD 83(1986)-  33 10 04.     (N)    093 27 34.     (W)     SCALED    
 DL0597* NAVD 88     -        81.362  (meters)     266.94   (feet)  ADJUSTED  
 DL0597  ___________________________________________________________________
 DL0597  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL0597  DYNAMIC HT  -          81.274 (meters)     266.65  (feet)  COMP
 DL0597  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 DL0597
 DL0597  VERT ORDER  -  SECOND    CLASS 0
 DL0597
 DL0597.The horizontal coordinates were scaled from a topographic map and have
 DL0597.an estimated accuracy of +/- 6 seconds.
 DL0597
 DL0597.The orthometric height was determined by differential leveling
 DL0597.and adjusted by the National Geodetic Survey in June 1991..
 DL0597
 DL0597.The geoid height was determined by GEOID03.
 DL0597
 DL0597.The dynamic height is computed by dividing the NAVD 88
 DL0597.geopotential number by the normal gravity value computed on the
 DL0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0597.degrees latitude (g = 980.6199 gals.).
 DL0597
 DL0597.The modeled gravity was interpolated from observed gravity values.
 DL0597
 DL0597;                    North         East    Units  Estimated Accuracy
 DL0597;SPC AR S     -   456,550.      263,870.      MT  (+/- 180 meters Scaled)
 DL0597
 DL0597                          SUPERSEDED SURVEY CONTROL
 DL0597
 DL0597  NGVD 29 (??/??/92)   81.408  (m)          267.09   (f) ADJ UNCH    2 0
 DL0597
 DL0597.Superseded values are not recommended for survey control.
 DL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0597.See file dsdata.txt to determine how the superseded data were derived.
 DL0597
 DL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571699(NAD 83)
 DL0597_MARKER: DB = BENCH MARK DISK
 DL0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0597_STAMPING: N 247 1938
 DL0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0597+STABILITY: SURFACE MOTION
 DL0597
 DL0597  HISTORY     - Date     Condition        Report By
 DL0597  HISTORY     - 1938     MONUMENTED       CGS
 DL0597  HISTORY     - 1963     GOOD             NGS
 DL0597
 DL0597                          STATION DESCRIPTION
 DL0597
 DL0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0597'4.8 MI N FROM TAYLOR.
 DL0597'ABOUT 4.8 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0597'THE STATION AT TAYLOR, COLUMBIA COUNTY, ABOUT 462 FEET SOUTH OF A ROAD
 DL0597'CROSSING, 90 FEET NORTHEAST OF MILEAGE 36.15, 33 FEET EAST OF THE EAST
 DL0597'RAIL, AND 10 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 DL0597'STAMPED N 247 1938 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- ABOUT
 DL0597'460 FEET SOUTH OF A ROAD CROSSING, 33 FEET EAST OF THE EAST RAIL AND 9
 DL0597'FEET NORTHWEST OF AN 8-INCH PINE TREE THAT IS IN RIGHT OF WAY FENCE
 DL0597'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1575 ***********************************************************************
 EH1575  DESIGNATION -  N 249
 EH1575  PID         -  EH1575
 EH1575  STATE/COUNTY-  AR/LINCOLN
 EH1575  USGS QUAD   -  CADES (1975)
 EH1575
 EH1575                         *CURRENT SURVEY CONTROL
 EH1575  ___________________________________________________________________
 EH1575* NAD 83(1986)-  34 00 46.     (N)    091 32 03.     (W)     SCALED    
 EH1575* NAVD 88     -        50.962  (meters)     167.20   (feet)  ADJUSTED  
 EH1575  ___________________________________________________________________
 EH1575  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1575  DYNAMIC HT  -          50.912 (meters)     167.03  (feet)  COMP
 EH1575  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 EH1575
 EH1575  VERT ORDER  -  SECOND    CLASS 0
 EH1575
 EH1575.The horizontal coordinates were scaled from a topographic map and have
 EH1575.an estimated accuracy of +/- 6 seconds.
 EH1575
 EH1575.The orthometric height was determined by differential leveling
 EH1575.and adjusted by the National Geodetic Survey in June 1991..
 EH1575
 EH1575.The geoid height was determined by GEOID03.
 EH1575
 EH1575.The dynamic height is computed by dividing the NAVD 88
 EH1575.geopotential number by the normal gravity value computed on the
 EH1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1575.degrees latitude (g = 980.6199 gals.).
 EH1575
 EH1575.The modeled gravity was interpolated from observed gravity values.
 EH1575
 EH1575;                    North         East    Units  Estimated Accuracy
 EH1575;SPC AR S     -   549,400.      443,030.      MT  (+/- 180 meters Scaled)
 EH1575
 EH1575                          SUPERSEDED SURVEY CONTROL
 EH1575
 EH1575  NGVD 29 (??/??/??)   51.037  (m)          167.44   (f) ADJUSTED    2 0
 EH1575
 EH1575.Superseded values are not recommended for survey control.
 EH1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1575.See file dsdata.txt to determine how the superseded data were derived.
 EH1575
 EH1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT353645(NAD 83)
 EH1575_MARKER: DB = BENCH MARK DISK
 EH1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1575_STAMPING: N 249 1940
 EH1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1575+STABILITY: SURFACE MOTION
 EH1575
 EH1575  HISTORY     - Date     Condition        Report By
 EH1575  HISTORY     - 1940     MONUMENTED       CGS
 EH1575  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1575
 EH1575                          STATION DESCRIPTION
 EH1575
 EH1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1575'3.3 MI N FROM GOULD.
 EH1575'FROM RAILROAD STATION AT GOULD, PROCEED ALONG STATE HIGHWAY NO. 114
 EH1575'TOWARDS CROCKETTS STORE AND SOUTH BEND, GO 3.3 MILES.  BENCH MARK IS
 EH1575'STANDARD DISK SET IN PRE-CAST CONCRETE POST PROJECTING ABOUT 5 INCHES.
 EH1575'ON OUTSIDE OF CURVE.  1.5 FEET TOWARDS HIGHWAY (WEST) FROM CORNER OF
 EH1575'BOARD FENCE AROUND SMALL UNPAINTED HOUSE OF ALEX WILLIAMS. 32 FEET AT
 EH1575'245 DEG MAGNETIC FROM HOUSE.  57 FEET TOWARDS HOUSE (EAST) FROM CENTER
 EH1575'LINE OF HIGHWAY.  10 FEET TOWARDS HOUSE (EAST) FROM WATER PUMP.
 EH1575
 EH1575                          STATION RECOVERY (1964)
 EH1575
 EH1575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0270 ***********************************************************************
 GE0270  DESIGNATION -  N 25
 GE0270  PID         -  GE0270
 GE0270  STATE/COUNTY-  AR/CLAY
 GE0270  USGS QUAD   -  DATTO (1964)
 GE0270
 GE0270                         *CURRENT SURVEY CONTROL
 GE0270  ___________________________________________________________________
 GE0270* NAD 83(1986)-  36 27 47.     (N)    090 43 15.     (W)     SCALED    
 GE0270* NAVD 88     -        87.983  (meters)     288.66   (feet)  ADJUSTED  
 GE0270  ___________________________________________________________________
 GE0270  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GE0270  DYNAMIC HT  -          87.912 (meters)     288.42  (feet)  COMP
 GE0270  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GE0270
 GE0270  VERT ORDER  -  FIRST     CLASS II
 GE0270
 GE0270.The horizontal coordinates were scaled from a topographic map and have
 GE0270.an estimated accuracy of +/- 6 seconds.
 GE0270
 GE0270.The orthometric height was determined by differential leveling
 GE0270.and adjusted by the National Geodetic Survey in June 1991..
 GE0270
 GE0270.The geoid height was determined by GEOID03.
 GE0270
 GE0270.The dynamic height is computed by dividing the NAVD 88
 GE0270.geopotential number by the normal gravity value computed on the
 GE0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0270.degrees latitude (g = 980.6199 gals.).
 GE0270
 GE0270.The modeled gravity was interpolated from observed gravity values.
 GE0270
 GE0270;                    North         East    Units  Estimated Accuracy
 GE0270;SPC AR N     -   237,030.      514,660.      MT  (+/- 180 meters Scaled)
 GE0270
 GE0270                          SUPERSEDED SURVEY CONTROL
 GE0270
 GE0270  NGVD 29 (??/??/92)   87.951  (m)          288.55   (f) ADJ UNCH    1 2
 GE0270
 GE0270.Superseded values are not recommended for survey control.
 GE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0270.See file dsdata.txt to determine how the superseded data were derived.
 GE0270
 GE0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA042377(NAD 83)
 GE0270_MARKER: DB = BENCH MARK DISK
 GE0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0270_STAMPING: 288.562 N 25 1932
 GE0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0270+STABILITY: SURFACE MOTION
 GE0270
 GE0270  HISTORY     - Date     Condition        Report By
 GE0270  HISTORY     - 1932     MONUMENTED       CGS
 GE0270  HISTORY     - 1934     GOOD             NGS
 GE0270  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0270
 GE0270                          STATION DESCRIPTION
 GE0270
 GE0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0270'0.5 MI N FROM SUCCESS.
 GE0270'1/2 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0270'THE STATION AT SUCCESS, CLAY COUNTY, 1 1/2 POLES SOUTH OF
 GE0270'MILEPOST 223, 60 FEET SOUTHWEST OF A ROAD CROSSING, AND 48 FEET
 GE0270'WEST OF THE TRACK.  A STANDARD DISK, STAMPED 288.562 N 25 1932
 GE0270'AND SET IN THE TOP OF A CONCRETE POST.
 GE0270
 GE0270                          STATION RECOVERY (2002)
 GE0270
 GE0270'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0532 ***********************************************************************
 EJ0532  DESIGNATION -  N 250
 EJ0532  PID         -  EJ0532
 EJ0532  STATE/COUNTY-  AR/JEFFERSON
 EJ0532  USGS QUAD   -  REDFIELD (1984)
 EJ0532
 EJ0532                         *CURRENT SURVEY CONTROL
 EJ0532  ___________________________________________________________________
 EJ0532* NAD 83(1986)-  34 27 16.     (N)    092 10 39.     (W)     SCALED    
 EJ0532* NAVD 88     -       103.656  (meters)     340.08   (feet)  ADJUSTED  
 EJ0532  ___________________________________________________________________
 EJ0532  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EJ0532  DYNAMIC HT  -         103.558 (meters)     339.76  (feet)  COMP
 EJ0532  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 EJ0532
 EJ0532  VERT ORDER  -  FIRST     CLASS II
 EJ0532
 EJ0532.The horizontal coordinates were scaled from a topographic map and have
 EJ0532.an estimated accuracy of +/- 6 seconds.
 EJ0532
 EJ0532.The orthometric height was determined by differential leveling
 EJ0532.and adjusted by the National Geodetic Survey in June 1991..
 EJ0532
 EJ0532.The geoid height was determined by GEOID03.
 EJ0532
 EJ0532.The dynamic height is computed by dividing the NAVD 88
 EJ0532.geopotential number by the normal gravity value computed on the
 EJ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0532.degrees latitude (g = 980.6199 gals.).
 EJ0532
 EJ0532.The modeled gravity was interpolated from observed gravity values.
 EJ0532
 EJ0532;                    North         East    Units  Estimated Accuracy
 EJ0532;SPC AR S     -   598,300.      383,690.      MT  (+/- 180 meters Scaled)
 EJ0532
 EJ0532                          SUPERSEDED SURVEY CONTROL
 EJ0532
 EJ0532  NGVD 29 (??/??/92)  103.731  (m)          340.32   (f) ADJ UNCH    1 2
 EJ0532
 EJ0532.Superseded values are not recommended for survey control.
 EJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0532.See file dsdata.txt to determine how the superseded data were derived.
 EJ0532
 EJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU755128(NAD 83)
 EJ0532_MARKER: DB = BENCH MARK DISK
 EJ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0532_STAMPING: N 250 1940
 EJ0532_MARK LOGO: CGS   
 EJ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0532+STABILITY: SURFACE MOTION
 EJ0532
 EJ0532  HISTORY     - Date     Condition        Report By
 EJ0532  HISTORY     - 1940     MONUMENTED       CGS
 EJ0532  HISTORY     - 1970     GOOD             NGS
 EJ0532  HISTORY     - 1984     GOOD             NGS
 EJ0532  HISTORY     - 1988     GOOD             USPSQD
 EJ0532  HISTORY     - 1989     GOOD             USPSQD
 EJ0532  HISTORY     - 1990     GOOD             USPSQD
 EJ0532
 EJ0532                          STATION DESCRIPTION
 EJ0532
 EJ0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EJ0532'0.9 MI NE FROM REDFIELD.
 EJ0532'THIS MARK WAS RECOVERED IN GOOD CONDITION.  ABOUT 0.9 MILE NORTHEAST
 EJ0532'ALONG AN OILED ROAD LEADING TO THE ARKANSAS RIVER FROM THE MISSOURI
 EJ0532'PACIFIC RAILROAD CROSSING IN REDFIELD, 135 FEET SOUTH OF THE
 EJ0532'APPROXIMATE CENTER OF A DRIVEWAY, 30 FEET EAST-SOUTHEAST OF THE
 EJ0532'APPROXIMATE CENTER OF THE OILED ROAD, 3 FEET NORTH-NORTHWEST OF AN OLD
 EJ0532'FENCE, 2 FEET EAST-SOUTHEAST OF POWERLINE POLE NO. 282-45-36815-4, 0.8
 EJ0532'OF A FOOT NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN, AND ACROSS
 EJ0532'THE OILED ROAD FROM A MACHINE SHOP.  IT IS A STANDARD DISK SET IN THE
 EJ0532'TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND
 EJ0532'THE DISK IS STAMPED N 250 1940.
 EJ0532
 EJ0532                          STATION RECOVERY (1984)
 EJ0532
 EJ0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0532'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.1 KM
 EJ0532'(0.05 MI) NORTHWEST ALONG EAST RAILROAD STREET FROM THE POST OFFICE IN
 EJ0532'REDFIELD, THENCE 1.1 KM (0.7 MI) NORTHEAST ALONG RIVER ROAD TO THE
 EJ0532'MARK, 0.91 METERS (3.0 FT) EAST OF POWER LINE POLE NUMBER 282 45-368
 EJ0532'15-4, 26.51 METERS (87.0 FT) SOUTH AND ACROSS THE ROAD FROM A
 EJ0532'TELEPHONE POLE NUMBER RT5, 9.44 METERS (31.0 FT) SOUTHEAST OF THE
 EJ0532'CENTER LINE OF THE ROAD, AND 42.36 METERS (139.0 FT) SOUTHWEST OF THE
 EJ0532'CENTER OF A DRIVEWAY LEADING SOUTHEAST.
 EJ0532'THE MARK IS 0.28 METERS  WNW FROM A WITNESS POST.
 EJ0532'THE MARK IS ABOVE LEVEL WITH ROAD.
 EJ0532
 EJ0532                          STATION RECOVERY (1988)
 EJ0532
 EJ0532'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0532'RECOVERED IN GOOD CONDITION.
 EJ0532
 EJ0532                          STATION RECOVERY (1989)
 EJ0532
 EJ0532'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0532'RECOVERED IN GOOD CONDITION.
 EJ0532
 EJ0532                          STATION RECOVERY (1990)
 EJ0532
 EJ0532'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2460 ***********************************************************************
 EH2460  DESIGNATION -  N 251
 EH2460  PID         -  EH2460
 EH2460  STATE/COUNTY-  AR/JEFFERSON
 EH2460  USGS QUAD   -  ROB ROY (1971)
 EH2460
 EH2460                         *CURRENT SURVEY CONTROL
 EH2460  ___________________________________________________________________
 EH2460* NAD 83(1986)-  34 18 04.     (N)    091 59 38.     (W)     SCALED    
 EH2460* NAVD 88     -        65.152  (meters)     213.75   (feet)  ADJUSTED  
 EH2460  ___________________________________________________________________
 EH2460  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EH2460  DYNAMIC HT  -          65.090 (meters)     213.55  (feet)  COMP
 EH2460  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 EH2460
 EH2460  VERT ORDER  -  SECOND    CLASS 0
 EH2460
 EH2460.The horizontal coordinates were scaled from a topographic map and have
 EH2460.an estimated accuracy of +/- 6 seconds.
 EH2460
 EH2460.The orthometric height was determined by differential leveling
 EH2460.and adjusted by the National Geodetic Survey in June 1991..
 EH2460
 EH2460.The geoid height was determined by GEOID03.
 EH2460
 EH2460.The dynamic height is computed by dividing the NAVD 88
 EH2460.geopotential number by the normal gravity value computed on the
 EH2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2460.degrees latitude (g = 980.6199 gals.).
 EH2460
 EH2460.The modeled gravity was interpolated from observed gravity values.
 EH2460
 EH2460;                    North         East    Units  Estimated Accuracy
 EH2460;SPC AR S     -   581,280.      400,560.      MT  (+/- 180 meters Scaled)
 EH2460
 EH2460                          SUPERSEDED SURVEY CONTROL
 EH2460
 EH2460  NGVD 29 (??/??/92)   65.184  (m)          213.86   (f) ADJ UNCH    2 0
 EH2460
 EH2460.Superseded values are not recommended for survey control.
 EH2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2460.See file dsdata.txt to determine how the superseded data were derived.
 EH2460
 EH2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT925960(NAD 83)
 EH2460_MARKER: DB = BENCH MARK DISK
 EH2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2460_STAMPING: N 251 1940
 EH2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2460+STABILITY: SURFACE MOTION
 EH2460
 EH2460  HISTORY     - Date     Condition        Report By
 EH2460  HISTORY     - 1940     MONUMENTED       CGS
 EH2460  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH2460
 EH2460                          STATION DESCRIPTION
 EH2460
 EH2460'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH2460'4.5 MI N FROM PINE BLUFF.
 EH2460'4.5 MILES NORTH AND 0.2 MILE NORTHEAST ALONG U. S. HIGHWAY 79 FROM THE
 EH2460'CITY LIMITS OF PINE BLUFF, JEFFERSON COUNTY, 0.7 MILE NORTH ALONG A
 EH2460'GRAVEL ROAD, 0.1 MILE WEST ALONG A WAGON ROAD LEADING THROUGH THE W.
 EH2460'TRUELOCK FIELD, 1.0 MILE NORTHEAST OF THE JEFFERSON COUNTY FREE
 EH2460'BRIDGE, 37 YARDS NORTH OF A CURVE IN THE LEVEE, 43 FEET EAST OF THE
 EH2460'CENTERLINE OF THE LEVEE, 29 FEET SOUTH OF THE CENTERLINE OF A CATTLE
 EH2460'DRIVE, AT A CORNER FENCE POST, 2 FEET EAST OF A FENCE, AND 3.8 FEET
 EH2460'NORTH OF A 4 BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE GROUND. A
 EH2460'STANDARD DISK, STAMPED N 251 1940 AND SET IN THE TOP OF A CONCRETE
 EH2460'POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0180 ***********************************************************************
 EJ0180  HT_MOD      -  This is a Height Modernization Survey Station.
 EJ0180  DESIGNATION -  N 252
 EJ0180  PID         -  EJ0180
 EJ0180  STATE/COUNTY-  AR/PULASKI
 EJ0180  USGS QUAD   -  KEO (1987)
 EJ0180
 EJ0180                         *CURRENT SURVEY CONTROL
 EJ0180  ___________________________________________________________________
 EJ0180* NAD 83(1997)-  34 34 19.80880(N)    092 06 36.38703(W)     ADJUSTED  
 EJ0180* NAVD 88     -        69.43   (meters)     227.8    (feet)  GPS OBS   
 EJ0180  ___________________________________________________________________
 EJ0180  X           -    -193,582.620 (meters)                     COMP
 EJ0180  Y           -  -5,253,975.020 (meters)                     COMP
 EJ0180  Z           -   3,598,911.388 (meters)                     COMP
 EJ0180  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 EJ0180  ELLIP HEIGHT-          43.10  (meters)          (04/05/04) GPS OBS
 EJ0180  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EJ0180  DYNAMIC HT  -          69.36  (meters)     227.6   (feet)  COMP
 EJ0180  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 EJ0180
 EJ0180  HORZ ORDER  -  FIRST
 EJ0180  VERT ORDER  -  THIRD (See Below)
 EJ0180  ELLP ORDER  -  SECOND    CLASS I
 EJ0180
 EJ0180.The horizontal coordinates were established by GPS observations
 EJ0180.and adjusted by the National Geodetic Survey in April 2004..
 EJ0180
 EJ0180.The orthometric height was determined by GPS observations and a
 EJ0180.high-resolution geoid model using precise GPS observation and
 EJ0180.processing techniques. It supersedes the leveled height previously
 EJ0180.determined for this station.
 EJ0180.The vertical order pertains to the first NAVD 88 superseded value.
 EJ0180
 EJ0180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ0180
 EJ0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0180
 EJ0180.The ellipsoidal height was determined by GPS observations
 EJ0180.and is referenced to NAD 83.
 EJ0180
 EJ0180.The geoid height was determined by GEOID03.
 EJ0180
 EJ0180.The dynamic height is computed by dividing the NAVD 88
 EJ0180.geopotential number by the normal gravity value computed on the
 EJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0180.degrees latitude (g = 980.6199 gals.).
 EJ0180
 EJ0180.The modeled gravity was interpolated from observed gravity values.
 EJ0180
 EJ0180;                    North         East     Units Scale Factor Converg.
 EJ0180;SPC AR S     -   611,353.250   389,896.833   MT  0.99996240   -0 03 41.9
 EJ0180;SPC AR S     - 2,005,748.12  1,279,186.53   sFT  0.99996240   -0 03 41.9
 EJ0180;UTM  15      - 3,825,959.630   581,625.732   MT  0.99968212   +0 30 18.0
 EJ0180
 EJ0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0180!SPC AR S     -   0.99999323  x   0.99996240  =   0.99995563
 EJ0180!UTM  15      -   0.99999323  x   0.99968212  =   0.99967536
 EJ0180
 EJ0180                          SUPERSEDED SURVEY CONTROL
 EJ0180
 EJ0180  NAVD 88 (06/15/91)   69.400  (m)          227.69   (f) ADJUSTED    2 0
 EJ0180  NGVD 29 (??/??/92)   69.437  (m)          227.81   (f) ADJ UNCH    2 0
 EJ0180
 EJ0180.Superseded values are not recommended for survey control.
 EJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0180.See file dsdata.txt to determine how the superseded data were derived.
 EJ0180
 EJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8162625960(NAD 83)
 EJ0180_MARKER: DB = BENCH MARK DISK
 EJ0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0180_SP_SET: CULVERT
 EJ0180_STAMPING: N 252 1940
 EJ0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0180+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 EJ0180
 EJ0180  HISTORY     - Date     Condition        Report By
 EJ0180  HISTORY     - 1940     MONUMENTED       CGS
 EJ0180  HISTORY     - 1989     GOOD             USPSQD
 EJ0180  HISTORY     - 20020606 GOOD             USACE
 EJ0180
 EJ0180                          STATION DESCRIPTION
 EJ0180
 EJ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0180'13.2 MI NW FROM WRIGHT.
 EJ0180'IN PULASKI COUNTY, 13.2 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD
 EJ0180'FROM THE POST OFFICE AT WRIGHT, JEFFERSON COUNTY, 2.7 MILES NORTH OF
 EJ0180'THE BREDLOW BROTHERS STORE, 250 FEET NORTH OF THE CENTERLINE OF THE
 EJ0180'LEVEE, 16 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT A 5 BY 6-FOOT
 EJ0180'CONCRETE CULVERT, AND IN THE TOP OF THE EAST END OF THE CONCRETE HEAD
 EJ0180'WALL.  A STANDARD DISK, STAMPED N 252 1940.
 EJ0180
 EJ0180                          STATION RECOVERY (1989)
 EJ0180
 EJ0180'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0180'RECOVERED IN GOOD CONDITION.
 EJ0180
 EJ0180                          STATION RECOVERY (2002)
 EJ0180
 EJ0180'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EJ0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1089 ***********************************************************************
 FG1089  DESIGNATION -  N 253
 FG1089  PID         -  FG1089
 FG1089  STATE/COUNTY-  AR/LOGAN
 FG1089  USGS QUAD   -  DELAWARE (1993)
 FG1089
 FG1089                         *CURRENT SURVEY CONTROL
 FG1089  ___________________________________________________________________
 FG1089* NAD 83(1986)-  35 16 46.     (N)    093 16 59.     (W)     SCALED    
 FG1089* NAVD 88     -       101.999  (meters)     334.64   (feet)  ADJUSTED  
 FG1089  ___________________________________________________________________
 FG1089  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 FG1089  DYNAMIC HT  -         101.902 (meters)     334.32  (feet)  COMP
 FG1089  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FG1089
 FG1089  VERT ORDER  -  SECOND    CLASS 0
 FG1089
 FG1089.The horizontal coordinates were scaled from a topographic map and have
 FG1089.an estimated accuracy of +/- 6 seconds.
 FG1089
 FG1089.The orthometric height was determined by differential leveling
 FG1089.and adjusted by the National Geodetic Survey in June 1991..
 FG1089
 FG1089.The geoid height was determined by GEOID03.
 FG1089
 FG1089.The dynamic height is computed by dividing the NAVD 88
 FG1089.geopotential number by the normal gravity value computed on the
 FG1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1089.degrees latitude (g = 980.6199 gals.).
 FG1089
 FG1089.The modeled gravity was interpolated from observed gravity values.
 FG1089
 FG1089;                    North         East    Units  Estimated Accuracy
 FG1089;SPC AR N     -   105,720.      283,280.      MT  (+/- 180 meters Scaled)
 FG1089
 FG1089                          SUPERSEDED SURVEY CONTROL
 FG1089
 FG1089  NGVD 29 (??/??/92)  101.983  (m)          334.59   (f) ADJ UNCH    2 0
 FG1089
 FG1089.Superseded values are not recommended for survey control.
 FG1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1089.See file dsdata.txt to determine how the superseded data were derived.
 FG1089
 FG1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV742040(NAD 83)
 FG1089_MARKER: DB = BENCH MARK DISK
 FG1089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1089_SP_SET: BRIDGE
 FG1089_STAMPING: N 253 1940
 FG1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1089
 FG1089  HISTORY     - Date     Condition        Report By
 FG1089  HISTORY     - 1940     MONUMENTED       CGS
 FG1089  HISTORY     - 1959     GOOD             NGS
 FG1089  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1089
 FG1089                          STATION DESCRIPTION
 FG1089
 FG1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1089'1.0 MI SE FROM DELAWARE.
 FG1089'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 22 FROM DELAWARE, 0.2 MILE
 FG1089'NORTHWEST OF THE YELL-LOGAN COUNTY LINE, AT THE NORTHWEST END OF A
 FG1089'BRIDGE OVER DELAWARE CREEK, IN THE TOP OF THE WEST WING WALL OF THE
 FG1089'CONCRETE ABUTMENT, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FG1089'AND ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY. RECOVERED AS
 FG1089'DESCRIBED IN LITHOGRAPHED LIST REPRINTED 2-17-58.
 FG1089
 FG1089                          STATION RECOVERY (1984)
 FG1089
 FG1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1090 ***********************************************************************
 FG1090  DESIGNATION -  N 253 RESET
 FG1090  PID         -  FG1090
 FG1090  STATE/COUNTY-  AR/LOGAN
 FG1090  USGS QUAD   -  DELAWARE (1993)
 FG1090
 FG1090                         *CURRENT SURVEY CONTROL
 FG1090  ___________________________________________________________________
 FG1090* NAD 83(1986)-  35 16 45.     (N)    093 16 59.     (W)     SCALED    
 FG1090* NAVD 88     -       104.97   (meters)     344.4    (feet)  RESET     
 FG1090  ___________________________________________________________________
 FG1090  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 FG1090
 FG1090  VERT ORDER  -  THIRD
 FG1090
 FG1090.The horizontal coordinates were scaled from a topographic map and have
 FG1090.an estimated accuracy of +/- 6 seconds.
 FG1090
 FG1090.The orthometric height was computed from unverified reset data.
 FG1090
 FG1090.The geoid height was determined by GEOID03.
 FG1090
 FG1090;                    North         East    Units  Estimated Accuracy
 FG1090;SPC AR N     -   105,690.      283,280.      MT  (+/- 180 meters Scaled)
 FG1090
 FG1090                          SUPERSEDED SURVEY CONTROL
 FG1090
 FG1090.No superseded survey control is available for this station.
 FG1090
 FG1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV742040(NAD 83)
 FG1090_MARKER: DB = BENCH MARK DISK
 FG1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1090_SP_SET: BRIDGE
 FG1090_STAMPING: N 253 RESET 1962
 FG1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1090
 FG1090  HISTORY     - Date     Condition        Report By
 FG1090  HISTORY     - 1962     MONUMENTED       CGS
 FG1090  HISTORY     - 1963     GOOD             NGS
 FG1090  HISTORY     - 1984     GOOD             NGS
 FG1090
 FG1090                          STATION DESCRIPTION
 FG1090
 FG1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG1090'1.2 MI SE FROM DELAWARE.
 FG1090'LOCATED 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 22 FROM DELAWARE, 0.2
 FG1090'MILE NORTHWEST OF THE YELL-LOGAN COUNTY LINE, AT THE NORTHWEST END OF
 FG1090'THE CONCRETE BRIDGE OVER DELAWRE CREEK, IN THE RIGHT WING WALL, AND
 FG1090'SET IN A DRILL HOLE IN THE CONCRETE WING WALL.
 FG1090
 FG1090                          STATION RECOVERY (1984)
 FG1090
 FG1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1090'1.8 KM (1.15 MI) EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE IN
 FG1090'DELAWARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1248 ***********************************************************************
 FG1248  DESIGNATION -  N 255
 FG1248  PID         -  FG1248
 FG1248  STATE/COUNTY-  AR/FRANKLIN
 FG1248  USGS QUAD   -  OZARK (1993)
 FG1248
 FG1248                         *CURRENT SURVEY CONTROL
 FG1248  ___________________________________________________________________
 FG1248* NAD 83(1986)-  35 26 17.     (N)    093 49 24.     (W)     SCALED    
 FG1248* NAVD 88     -       112.798  (meters)     370.07   (feet)  ADJUSTED  
 FG1248  ___________________________________________________________________
 FG1248  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FG1248  DYNAMIC HT  -         112.694 (meters)     369.73  (feet)  COMP
 FG1248  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FG1248
 FG1248  VERT ORDER  -  SECOND    CLASS 0
 FG1248
 FG1248.The horizontal coordinates were scaled from a topographic map and have
 FG1248.an estimated accuracy of +/- 6 seconds.
 FG1248
 FG1248.The orthometric height was determined by differential leveling
 FG1248.and adjusted by the National Geodetic Survey in June 1991..
 FG1248
 FG1248.The geoid height was determined by GEOID03.
 FG1248
 FG1248.The dynamic height is computed by dividing the NAVD 88
 FG1248.geopotential number by the normal gravity value computed on the
 FG1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1248.degrees latitude (g = 980.6199 gals.).
 FG1248
 FG1248.The modeled gravity was interpolated from observed gravity values.
 FG1248
 FG1248;                    North         East    Units  Estimated Accuracy
 FG1248;SPC AR N     -   124,090.      234,460.      MT  (+/- 180 meters Scaled)
 FG1248
 FG1248                          SUPERSEDED SURVEY CONTROL
 FG1248
 FG1248  NGVD 29 (??/??/92)  112.746  (m)          369.90   (f) ADJ UNCH    2 0
 FG1248
 FG1248.Superseded values are not recommended for survey control.
 FG1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1248.See file dsdata.txt to determine how the superseded data were derived.
 FG1248
 FG1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV252219(NAD 83)
 FG1248_MARKER: DB = BENCH MARK DISK
 FG1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1248_STAMPING: N 255 1940
 FG1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1248+STABILITY: SURFACE MOTION
 FG1248
 FG1248  HISTORY     - Date     Condition        Report By
 FG1248  HISTORY     - 1940     MONUMENTED       CGS
 FG1248  HISTORY     - 1959     GOOD             NGS
 FG1248  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1248
 FG1248                          STATION DESCRIPTION
 FG1248
 FG1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1248'4.0 MI SE FROM OZARK.
 FG1248'1.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI PACIFIC
 FG1248'RAILROAD STATION AT OZARK, THENCE 2.5 MILES EAST ALONG THE GRAVEL ROAD
 FG1248'LEADING TO ROSEVILLE.  0.1 MILE SOUTH OF A WOODEN BRIDGE OVER A CREEK,
 FG1248'IN THE NORTHWEST CORNER OF A PASTURE, 20 FEET EAST OF THE CENTERLINE
 FG1248'OF THE GRAVEL ROAD, 2.5 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF
 FG1248'THE EAST-AND-WEST FENCE, AND 3.5 FEET WEST OF A WHITE WOODEN WITNESS
 FG1248'POST.
 FG1248
 FG1248                          STATION RECOVERY (1984)
 FG1248
 FG1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1248'SEARCHED FOR BUT NOT RECOVERED, THIS MARK HAS BEEN RESET IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1249 ***********************************************************************
 FG1249  DESIGNATION -  N 255 RESET
 FG1249  PID         -  FG1249
 FG1249  STATE/COUNTY-  AR/FRANKLIN
 FG1249  USGS QUAD   -  OZARK (1993)
 FG1249
 FG1249                         *CURRENT SURVEY CONTROL
 FG1249  ___________________________________________________________________
 FG1249* NAD 83(1986)-  35 26 18.     (N)    093 49 23.     (W)     SCALED    
 FG1249* NAVD 88     -       112.647  (meters)     369.58   (feet)  ADJUSTED  
 FG1249  ___________________________________________________________________
 FG1249  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FG1249  DYNAMIC HT  -         112.543 (meters)     369.23  (feet)  COMP
 FG1249  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FG1249
 FG1249  VERT ORDER  -  FIRST     CLASS II
 FG1249
 FG1249.The horizontal coordinates were scaled from a topographic map and have
 FG1249.an estimated accuracy of +/- 6 seconds.
 FG1249
 FG1249.The orthometric height was determined by differential leveling
 FG1249.and adjusted by the National Geodetic Survey in June 1991..
 FG1249
 FG1249.The geoid height was determined by GEOID03.
 FG1249
 FG1249.The dynamic height is computed by dividing the NAVD 88
 FG1249.geopotential number by the normal gravity value computed on the
 FG1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1249.degrees latitude (g = 980.6199 gals.).
 FG1249
 FG1249.The modeled gravity was interpolated from observed gravity values.
 FG1249
 FG1249;                    North         East    Units  Estimated Accuracy
 FG1249;SPC AR N     -   124,120.      234,490.      MT  (+/- 180 meters Scaled)
 FG1249
 FG1249                          SUPERSEDED SURVEY CONTROL
 FG1249
 FG1249.No superseded survey control is available for this station.
 FG1249
 FG1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV252219(NAD 83)
 FG1249_MARKER: DB = BENCH MARK DISK
 FG1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1249_STAMPING: N 255 RESET 1964
 FG1249_MARK LOGO: CGS   
 FG1249_PROJECTION: PROJECTING 8 CENTIMETERS
 FG1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1249+STABILITY: SURFACE MOTION
 FG1249
 FG1249  HISTORY     - Date     Condition        Report By
 FG1249  HISTORY     - 1964     MONUMENTED       CGS
 FG1249  HISTORY     - 1984     GOOD             NGS
 FG1249  HISTORY     - 1989     GOOD             USPSQD
 FG1249  HISTORY     - 1990     GOOD             USPSQD
 FG1249
 FG1249                          STATION DESCRIPTION
 FG1249
 FG1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FG1249'3.95 MI SE FROM OZARK.
 FG1249'1.4 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION WITH U.S.
 FG1249'HIGHWAY 64, THENCE 2.45 MILES EAST AND SOUTH ON STATE HIGHWAY 309, 0.1
 FG1249'MILE SOUTH OF A CONCRETE BRIDGE, 38 FEET EAST OF THE CENTERLINE OF THE
 FG1249'HIGHWAY, 4 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE, 1.5
 FG1249'FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FG1249'POST PROJECTING ABOUT 4 INCHES.
 FG1249
 FG1249                          STATION RECOVERY (1984)
 FG1249
 FG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1249'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.9 KM
 FG1249'(1.2 MI) SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF U.S.
 FG1249'HIGHWAY 64 IN OZARK, THENCE 4.1 KM (2.55 MI) SOUTHEAST ALONG STATE
 FG1249'HIGHWAY 309 TO THE MARK ON THE LEFT, 11.31 METERS (37.1 FT) EAST OF
 FG1249'THE CENTERLINE OF HIGHWAY 309, 0.91 METERS (3.0 FT) SOUTH OF AN
 FG1249'EAST-WEST FENCE LINE AND 0.76 METERS (2.5 FT) WEST OF A NORTH-SOUTH
 FG1249'BARBED WIRE FENCE.
 FG1249'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FG1249'THE MARK IS 0.30 M BELOW HIGHWAY 309.
 FG1249
 FG1249                          STATION RECOVERY (1989)
 FG1249
 FG1249'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1249'RECOVERED IN GOOD CONDITION.
 FG1249
 FG1249                          STATION RECOVERY (1990)
 FG1249
 FG1249'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0190 ***********************************************************************
 FH0190  DESIGNATION -  N 256
 FH0190  PID         -  FH0190
 FH0190  STATE/COUNTY-  AR/SEBASTIAN
 FH0190  USGS QUAD   -  CHARLESTON (1987)
 FH0190
 FH0190                         *CURRENT SURVEY CONTROL
 FH0190  ___________________________________________________________________
 FH0190* NAD 83(1986)-  35 21 43.     (N)    094 07 26.     (W)     SCALED    
 FH0190* NAVD 88     -       125.586  (meters)     412.03   (feet)  ADJUSTED  
 FH0190  ___________________________________________________________________
 FH0190  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FH0190  DYNAMIC HT  -         125.469 (meters)     411.64  (feet)  COMP
 FH0190  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 FH0190
 FH0190  VERT ORDER  -  SECOND    CLASS 0
 FH0190
 FH0190.The horizontal coordinates were scaled from a topographic map and have
 FH0190.an estimated accuracy of +/- 6 seconds.
 FH0190
 FH0190.The orthometric height was determined by differential leveling
 FH0190.and adjusted by the National Geodetic Survey in June 1991..
 FH0190
 FH0190.The geoid height was determined by GEOID03.
 FH0190
 FH0190.The dynamic height is computed by dividing the NAVD 88
 FH0190.geopotential number by the normal gravity value computed on the
 FH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0190.degrees latitude (g = 980.6199 gals.).
 FH0190
 FH0190.The modeled gravity was interpolated from observed gravity values.
 FH0190
 FH0190;                    North         East    Units  Estimated Accuracy
 FH0190;SPC AR N     -   116,200.      207,000.      MT  (+/- 180 meters Scaled)
 FH0190
 FH0190                          SUPERSEDED SURVEY CONTROL
 FH0190
 FH0190  NGVD 29 (??/??/92)  125.498  (m)          411.74   (f) ADJ UNCH    2 0
 FH0190
 FH0190.Superseded values are not recommended for survey control.
 FH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0190.See file dsdata.txt to determine how the superseded data were derived.
 FH0190
 FH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV978137(NAD 83)
 FH0190_MARKER: DB = BENCH MARK DISK
 FH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0190_STAMPING: N 256 1940
 FH0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0190+STABILITY: SURFACE MOTION
 FH0190
 FH0190  HISTORY     - Date     Condition        Report By
 FH0190  HISTORY     - 1940     MONUMENTED       CGS
 FH0190  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0190
 FH0190                          STATION DESCRIPTION
 FH0190
 FH0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0190'4.7 MI NE FROM LAVACA.
 FH0190'4.7 MILES NORTHEAST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 FH0190'AT LAVACA, 0.2 MILE SOUTHWEST OF A HIGHWAY BRIDGE OVER DOCTORS
 FH0190'FORK CREEK, 120 FEET NORTH OF THE SOUTH END OF A CURVE, 39 FEET
 FH0190'WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET NORTHEAST OF AN
 FH0190'18-INCH OAK TREE, 1 FOOT EAST OF A FENCE, AND 3 FEET SOUTH OF A
 FH0190'WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1079 ***********************************************************************
 DL1079  DESIGNATION -  N 257
 DL1079  PID         -  DL1079
 DL1079  STATE/COUNTY-  AR/HEMPSTEAD
 DL1079  USGS QUAD   -  SHEPPARD (1978)
 DL1079
 DL1079                         *CURRENT SURVEY CONTROL
 DL1079  ___________________________________________________________________
 DL1079* NAD 83(1986)-  33 43 19.     (N)    093 38 51.     (W)     SCALED    
 DL1079* NAVD 88     -       107.423  (meters)     352.44   (feet)  ADJUSTED  
 DL1079  ___________________________________________________________________
 DL1079  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL1079  DYNAMIC HT  -         107.310 (meters)     352.07  (feet)  COMP
 DL1079  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 DL1079
 DL1079  VERT ORDER  -  SECOND    CLASS 0
 DL1079
 DL1079.This mark is at Hope Airport (M18)
 DL1079
 DL1079.The horizontal coordinates were scaled from a topographic map and have
 DL1079.an estimated accuracy of +/- 6 seconds.
 DL1079
 DL1079.The orthometric height was determined by differential leveling
 DL1079.and adjusted by the National Geodetic Survey in June 1991..
 DL1079
 DL1079.The geoid height was determined by GEOID03.
 DL1079
 DL1079.The dynamic height is computed by dividing the NAVD 88
 DL1079.geopotential number by the normal gravity value computed on the
 DL1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1079.degrees latitude (g = 980.6199 gals.).
 DL1079
 DL1079.The modeled gravity was interpolated from observed gravity values.
 DL1079
 DL1079;                    North         East    Units  Estimated Accuracy
 DL1079;SPC AR S     -   518,270.      247,320.      MT  (+/- 180 meters Scaled)
 DL1079
 DL1079                          SUPERSEDED SURVEY CONTROL
 DL1079
 DL1079  NGVD 29 (??/??/92)  107.435  (m)          352.48   (f) ADJ UNCH    2 0
 DL1079
 DL1079.Superseded values are not recommended for survey control.
 DL1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1079.See file dsdata.txt to determine how the superseded data were derived.
 DL1079
 DL1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT400315(NAD 83)
 DL1079_MARKER: DB = BENCH MARK DISK
 DL1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1079_STAMPING: N 257 1945
 DL1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1079+STABILITY: SURFACE MOTION
 DL1079
 DL1079  HISTORY     - Date     Condition        Report By
 DL1079  HISTORY     - 1945     MONUMENTED       CGS
 DL1079
 DL1079                          STATION DESCRIPTION
 DL1079
 DL1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DL1079'5.5 MI NW FROM HOPE.
 DL1079'ABOUT 0.2 MILE WEST ALONG WEST DIVISION STREET FROM THE MISSOURI
 DL1079'PACIFIC RAILWAY STATION AT HOPE THENCE NORTHWESTERLY 5.3 MILES ALONG
 DL1079'STATE HIGHWAY NO. 4 TO SITE OF MARK.  BENCH MARK IS AT THE NORTHEAST
 DL1079'AND MAIN ENTRANCE TO THE HOPE ARMY AIR FIELD, 99.0 FEET SOUTHWEST OF
 DL1079'HIGHWAY CENTER LINE, 32.6 FEET NORTHWEST OF THE NORTHWEST GATEPOST,
 DL1079'66.0 FEET NORTHWEST OF GATEHOUSE NO. 12, 0.6 FOOT NORTHEAST OF U.S.
 DL1079'PROPERTY LINE FENCE AND 1.0 FOOT NORTHWEST OF A 4X4 MARKER POST.  A
 DL1079'BRONZE DISK STAMPED N 257 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 DL1079'PROJECTS 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1136 ***********************************************************************
 DL1136  DESIGNATION -  N 258
 DL1136  PID         -  DL1136
 DL1136  STATE/COUNTY-  AR/MILLER
 DL1136  USGS QUAD   -  GARLAND (1975)
 DL1136
 DL1136                         *CURRENT SURVEY CONTROL
 DL1136  ___________________________________________________________________
 DL1136* NAD 83(1986)-  33 15 34.     (N)    093 43 21.     (W)     SCALED    
 DL1136* NAVD 88     -        67.538  (meters)     221.58   (feet)  ADJUSTED  
 DL1136  ___________________________________________________________________
 DL1136  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DL1136  DYNAMIC HT  -          67.465 (meters)     221.34  (feet)  COMP
 DL1136  MODELED GRAV-     979,560.0   (mgal)                       NAVD 88
 DL1136
 DL1136  VERT ORDER  -  FIRST     CLASS I
 DL1136
 DL1136.The horizontal coordinates were scaled from a topographic map and have
 DL1136.an estimated accuracy of +/- 6 seconds.
 DL1136
 DL1136.The orthometric height was determined by differential leveling
 DL1136.and adjusted by the National Geodetic Survey in June 1991..
 DL1136
 DL1136.The geoid height was determined by GEOID03.
 DL1136
 DL1136.The dynamic height is computed by dividing the NAVD 88
 DL1136.geopotential number by the normal gravity value computed on the
 DL1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1136.degrees latitude (g = 980.6199 gals.).
 DL1136
 DL1136.The modeled gravity was interpolated from observed gravity values.
 DL1136
 DL1136;                    North         East    Units  Estimated Accuracy
 DL1136;SPC AR S     -   467,100.      239,510.      MT  (+/- 180 meters Scaled)
 DL1136
 DL1136                          SUPERSEDED SURVEY CONTROL
 DL1136
 DL1136  NGVD 29 (??/??/??)   67.567  (m)          221.68   (f) ADJUSTED    1 1
 DL1136
 DL1136.Superseded values are not recommended for survey control.
 DL1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1136.See file dsdata.txt to determine how the superseded data were derived.
 DL1136
 DL1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS327802(NAD 83)
 DL1136_MARKER: DB = BENCH MARK DISK
 DL1136_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1136+WITH SETTING: INTO GROUND
 DL1136_SP_SET: METAL ROD WITH BASE PLATE
 DL1136_STAMPING: N 258 1977
 DL1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1136+STABILITY: SURFACE MOTION
 DL1136
 DL1136  HISTORY     - Date     Condition        Report By
 DL1136  HISTORY     - 1977     MONUMENTED       NGS
 DL1136
 DL1136                          STATION DESCRIPTION
 DL1136
 DL1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1136'12.0 MI SE FROM GARLAND.
 DL1136'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1136'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1136'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1136'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO
 DL1136'A T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG GRAVEL
 DL1136'ROAD TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG GRAVEL ROAD
 DL1136'TO A T JUNCTION, THENCE 1.4 MILES EAST AND SOUTHEAST ALONG
 DL1136'A GRAVEL ROAD, WHICH PARALLELS LEVEE AT BM, SET IN THE CORNER
 DL1136'OF A FENCE CORNER AND FENCE CROSSING LEVEE, 50 FEET SOUTH OF
 DL1136'THE CENTER OF A GATE ON TOP OF LEVEE, 22 FEET NORTHEAST OF
 DL1136'CENTER OF ROAD, AND 4 FEET EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1110 ***********************************************************************
 DL1110  DESIGNATION -  N 259
 DL1110  PID         -  DL1110
 DL1110  STATE/COUNTY-  AR/MILLER
 DL1110  USGS QUAD   -  DODDRIDGE (1975)
 DL1110
 DL1110                         *CURRENT SURVEY CONTROL
 DL1110  ___________________________________________________________________
 DL1110* NAD 83(1986)-  33 05 29.     (N)    093 53 00.     (W)     SCALED    
 DL1110* NAVD 88     -        97.606  (meters)     320.23   (feet)  ADJUSTED  
 DL1110  ___________________________________________________________________
 DL1110  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL1110  DYNAMIC HT  -          97.499 (meters)     319.88  (feet)  COMP
 DL1110  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 DL1110
 DL1110  VERT ORDER  -  FIRST     CLASS I
 DL1110
 DL1110.The horizontal coordinates were scaled from a topographic map and have
 DL1110.an estimated accuracy of +/- 6 seconds.
 DL1110
 DL1110.The orthometric height was determined by differential leveling
 DL1110.and adjusted by the National Geodetic Survey in June 1991..
 DL1110
 DL1110.The geoid height was determined by GEOID03.
 DL1110
 DL1110.The dynamic height is computed by dividing the NAVD 88
 DL1110.geopotential number by the normal gravity value computed on the
 DL1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1110.degrees latitude (g = 980.6199 gals.).
 DL1110
 DL1110.The modeled gravity was interpolated from observed gravity values.
 DL1110
 DL1110;                    North         East    Units  Estimated Accuracy
 DL1110;SPC AR S     -   448,730.      224,180.      MT  (+/- 180 meters Scaled)
 DL1110
 DL1110                          SUPERSEDED SURVEY CONTROL
 DL1110
 DL1110  NGVD 29 (??/??/??)   97.640  (m)          320.34   (f) ADJUSTED    1 1
 DL1110
 DL1110.Superseded values are not recommended for survey control.
 DL1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1110.See file dsdata.txt to determine how the superseded data were derived.
 DL1110
 DL1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS175617(NAD 83)
 DL1110_MARKER: DB = BENCH MARK DISK
 DL1110_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1110+WITH SETTING: INTO GROUND
 DL1110_SP_SET: METAL ROD WITH BASE PLATE
 DL1110_STAMPING: N 259 1977
 DL1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1110+STABILITY: SURFACE MOTION
 DL1110
 DL1110  HISTORY     - Date     Condition        Report By
 DL1110  HISTORY     - 1977     MONUMENTED       NGS
 DL1110  HISTORY     - 20040202 GOOD             ARHD
 DL1110
 DL1110                          STATION DESCRIPTION
 DL1110
 DL1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1110'1.0 MI EAST FROM DODDRIDGE.
 DL1110'1.0 MILE EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1110'U.S. HIGHWAY 71 AT DODDRIDGE, SET ABOUT 150 YARDS SOUTH OF A
 DL1110'WHITE HOUSE ON TOP OF HILL, 47 FEET SOUTH OF THE CENTER LINE
 DL1110'OF HIGHWAY, 110 FEET WEST OF A POWER POLE WITH A BRACE WIRE
 DL1110'CROSSING ROAD, 5 FEET WEST OF A FENCE CORNER, AND 0.1 MILE
 DL1110'WEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO NEW HOPE
 DL1110'CEMETERY.
 DL1110
 DL1110                          STATION RECOVERY (2004)
 DL1110
 DL1110'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004
 DL1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0055 ***********************************************************************
 GG0055  DESIGNATION -  N 26
 GG0055  PID         -  GG0055
 GG0055  STATE/COUNTY-  AR/BENTON
 GG0055  USGS QUAD   -  PEA RIDGE (1981)
 GG0055
 GG0055                         *CURRENT SURVEY CONTROL
 GG0055  ___________________________________________________________________
 GG0055* NAD 83(1986)-  36 25 29.     (N)    094 02 28.     (W)     SCALED    
 GG0055* NAVD 88     -       396.411  (meters)    1300.56   (feet)  ADJUSTED  
 GG0055  ___________________________________________________________________
 GG0055  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GG0055  DYNAMIC HT  -         396.062 (meters)    1299.41  (feet)  COMP
 GG0055  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 GG0055
 GG0055  VERT ORDER  -  FIRST     CLASS II
 GG0055
 GG0055.The horizontal coordinates were scaled from a topographic map and have
 GG0055.an estimated accuracy of +/- 6 seconds.
 GG0055
 GG0055.The orthometric height was determined by differential leveling
 GG0055.and adjusted by the National Geodetic Survey in June 1991..
 GG0055
 GG0055.The geoid height was determined by GEOID03.
 GG0055
 GG0055.The dynamic height is computed by dividing the NAVD 88
 GG0055.geopotential number by the normal gravity value computed on the
 GG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0055.degrees latitude (g = 980.6199 gals.).
 GG0055
 GG0055.The modeled gravity was interpolated from observed gravity values.
 GG0055
 GG0055;                    North         East    Units  Estimated Accuracy
 GG0055;SPC AR N     -   233,930.      216,960.      MT  (+/- 180 meters Scaled)
 GG0055
 GG0055                          SUPERSEDED SURVEY CONTROL
 GG0055
 GG0055  NGVD 29 (??/??/92)  396.266  (m)         1300.08   (f) ADJ UNCH    1 2
 GG0055
 GG0055.Superseded values are not recommended for survey control.
 GG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0055.See file dsdata.txt to determine how the superseded data were derived.
 GG0055
 GG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA066315(NAD 83)
 GG0055_MARKER: DB = BENCH MARK DISK
 GG0055_SETTING: 66 = SET IN ROCK OUTCROP
 GG0055_SP_SET: ROCK LEDGE
 GG0055_STAMPING: 1300.003 N 26 1932
 GG0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0055+STABILITY: POSITION/ELEVATION WELL
 GG0055
 GG0055  HISTORY     - Date     Condition        Report By
 GG0055  HISTORY     - 1932     MONUMENTED       CGS
 GG0055  HISTORY     - 1961     GOOD             NGS
 GG0055  HISTORY     - 1987     GOOD             USPSQD
 GG0055  HISTORY     - 1988     GOOD             USPSQD
 GG0055
 GG0055                          STATION DESCRIPTION
 GG0055
 GG0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0055'3 MI N FROM AVOCA.
 GG0055'3 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0055'AVOCA, BENTON COUNTY, 16-1/4 POLES SOUTH OF MILEPOST 324, 5
 GG0055'FEET WEST OF THE TRACK, IN A LEDGE OF ROCK, AND 2 FEET HIGHER
 GG0055'THAN THE GROUND.  A STANDARD DISK, ERRONEOUSLY STAMPED 1300.003
 GG0055'N 26 1932.
 GG0055
 GG0055                          STATION RECOVERY (1987)
 GG0055
 GG0055'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0055'RECOVERED IN GOOD CONDITION.
 GG0055
 GG0055                          STATION RECOVERY (1988)
 GG0055
 GG0055'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJ)
 GG0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1166 ***********************************************************************
 DL1166  DESIGNATION -  N 260
 DL1166  PID         -  DL1166
 DL1166  STATE/COUNTY-  AR/MILLER
 DL1166  USGS QUAD   -  FULTON (1975)
 DL1166
 DL1166                         *CURRENT SURVEY CONTROL
 DL1166  ___________________________________________________________________
 DL1166* NAD 83(1986)-  33 31 15.     (N)    093 46 36.     (W)     SCALED    
 DL1166* NAVD 88     -        76.083  (meters)     249.62   (feet)  ADJUSTED  
 DL1166  ___________________________________________________________________
 DL1166  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DL1166  DYNAMIC HT  -          76.003 (meters)     249.35  (feet)  COMP
 DL1166  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 DL1166
 DL1166  VERT ORDER  -  FIRST     CLASS I
 DL1166
 DL1166.The horizontal coordinates were scaled from a topographic map and have
 DL1166.an estimated accuracy of +/- 6 seconds.
 DL1166
 DL1166.The orthometric height was determined by differential leveling
 DL1166.and adjusted by the National Geodetic Survey in June 1991..
 DL1166
 DL1166.The geoid height was determined by GEOID03.
 DL1166
 DL1166.The dynamic height is computed by dividing the NAVD 88
 DL1166.geopotential number by the normal gravity value computed on the
 DL1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1166.degrees latitude (g = 980.6199 gals.).
 DL1166
 DL1166.The modeled gravity was interpolated from observed gravity values.
 DL1166
 DL1166;                    North         East    Units  Estimated Accuracy
 DL1166;SPC AR S     -   496,170.      234,960.      MT  (+/- 180 meters Scaled)
 DL1166
 DL1166                          SUPERSEDED SURVEY CONTROL
 DL1166
 DL1166  NGVD 29 (??/??/??)   76.099  (m)          249.67   (f) ADJUSTED    1 1
 DL1166
 DL1166.Superseded values are not recommended for survey control.
 DL1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1166.See file dsdata.txt to determine how the superseded data were derived.
 DL1166
 DL1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT278092(NAD 83)
 DL1166_MARKER: DB = BENCH MARK DISK
 DL1166_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1166+WITH SETTING: INTO GROUND
 DL1166_SP_SET: METAL ROD WITH BASE PLATE
 DL1166_STAMPING: N 260 1977
 DL1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1166+STABILITY: SURFACE MOTION
 DL1166
 DL1166  HISTORY     - Date     Condition        Report By
 DL1166  HISTORY     - 1977     MONUMENTED       NGS
 DL1166
 DL1166                          STATION DESCRIPTION
 DL1166
 DL1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1166'10.1 MI NORTH FROM BECK.
 DL1166'1.3 MILES NORTH ON STATE HIGHWAY 296 FROM THE JUNCTION OF US HIGHWAY
 DL1166'82, THENCE 8.8 MILES ALONG THE TOP OF THE LEVEE AT AN OFF RAMP
 DL1166'AT A FENCE CORNER, 68 FEET SOUTH OF THE CENTER OF THE TOP OF THE
 DL1166'LEVEE, 4 FEET NORTHEAST OF THE FENCE CORNER AT THE TOE OF THE LEVEE
 DL1166'3 FEET NORTH OF A FENCE AT THE TOE OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1030 ***********************************************************************
 DM1030  DESIGNATION -  N 261
 DM1030  PID         -  DM1030
 DM1030  STATE/COUNTY-  AR/MILLER
 DM1030  USGS QUAD   -  OGDEN (1975)
 DM1030
 DM1030                         *CURRENT SURVEY CONTROL
 DM1030  ___________________________________________________________________
 DM1030* NAD 83(1986)-  33 32 25.     (N)    094 02 22.     (W)     SCALED    
 DM1030* NAVD 88     -        82.882  (meters)     271.92   (feet)  ADJUSTED  
 DM1030  ___________________________________________________________________
 DM1030  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1030  DYNAMIC HT  -          82.795 (meters)     271.64  (feet)  COMP
 DM1030  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 DM1030
 DM1030  VERT ORDER  -  FIRST     CLASS I
 DM1030
 DM1030.The horizontal coordinates were scaled from a topographic map and have
 DM1030.an estimated accuracy of +/- 6 seconds.
 DM1030
 DM1030.The orthometric height was determined by differential leveling
 DM1030.and adjusted by the National Geodetic Survey in June 1991..
 DM1030
 DM1030.The geoid height was determined by GEOID03.
 DM1030
 DM1030.The dynamic height is computed by dividing the NAVD 88
 DM1030.geopotential number by the normal gravity value computed on the
 DM1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1030.degrees latitude (g = 980.6199 gals.).
 DM1030
 DM1030.The modeled gravity was interpolated from observed gravity values.
 DM1030
 DM1030;                    North         East    Units  Estimated Accuracy
 DM1030;SPC AR S     -   498,780.      210,600.      MT  (+/- 180 meters Scaled)
 DM1030
 DM1030                          SUPERSEDED SURVEY CONTROL
 DM1030
 DM1030  NGVD 29 (??/??/??)   82.898  (m)          271.97   (f) ADJUSTED    1 1
 DM1030
 DM1030.Superseded values are not recommended for survey control.
 DM1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1030.See file dsdata.txt to determine how the superseded data were derived.
 DM1030
 DM1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT034116(NAD 83)
 DM1030_MARKER: DB = BENCH MARK DISK
 DM1030_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DM1030+WITH SETTING: INTO GROUND
 DM1030_SP_SET: METAL ROD WITH BASE PLATE
 DM1030_STAMPING: N 261 1977
 DM1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1030+STABILITY: SURFACE MOTION
 DM1030
 DM1030  HISTORY     - Date     Condition        Report By
 DM1030  HISTORY     - 1977     MONUMENTED       NGS
 DM1030  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1030
 DM1030                          STATION DESCRIPTION
 DM1030
 DM1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DM1030'8.9 MI NE FROM MANDEVILLE.
 DM1030'FROM THE JUNCTION OF US HIGHWAY 67 AND COUNTY ROAD 108, WHICH IS
 DM1030'1.9 MILES NORTHEAST OF MANDEVILLE, THENCE 7.0 MILES NORTHWEST ON 108
 DM1030'TO A POINT WHERE A HIGH VOLTAGE POWER LINE CROSSES THE ROAD, SET
 DM1030'IN THE CENTER OF THE 2 MOST WESTERLY POLES, 30 FEET SOUTH OF THE
 DM1030'CENTER OF THE ROAD , 5 FEET EAST OF THE MOST ESTERLY POLE , 6
 DM1030'FEET OF THE CENTER POLE.
 DM1030
 DM1030                          STATION RECOVERY (1997)
 DM1030
 DM1030'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0004 ***********************************************************************
 FH0004  DESIGNATION -  N 27
 FH0004  PID         -  FH0004
 FH0004  STATE/COUNTY-  AR/WASHINGTON
 FH0004  USGS QUAD   -  WEST FORK (1994)
 FH0004
 FH0004                         *CURRENT SURVEY CONTROL
 FH0004  ___________________________________________________________________
 FH0004* NAD 83(1986)-  35 55 27.     (N)    094 11 17.     (W)     SCALED    
 FH0004* NAVD 88     -       408.155  (meters)    1339.09   (feet)  ADJUSTED  
 FH0004  ___________________________________________________________________
 FH0004  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FH0004  DYNAMIC HT  -         407.780 (meters)    1337.86  (feet)  COMP
 FH0004  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 FH0004
 FH0004  VERT ORDER  -  FIRST     CLASS II
 FH0004
 FH0004.The horizontal coordinates were scaled from a topographic map and have
 FH0004.an estimated accuracy of +/- 6 seconds.
 FH0004
 FH0004.The orthometric height was determined by differential leveling
 FH0004.and adjusted by the National Geodetic Survey in June 1991..
 FH0004
 FH0004.The geoid height was determined by GEOID03.
 FH0004
 FH0004.The dynamic height is computed by dividing the NAVD 88
 FH0004.geopotential number by the normal gravity value computed on the
 FH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0004.degrees latitude (g = 980.6199 gals.).
 FH0004
 FH0004.The modeled gravity was interpolated from observed gravity values.
 FH0004
 FH0004;                    North         East    Units  Estimated Accuracy
 FH0004;SPC AR N     -   178,690.      202,550.      MT  (+/- 180 meters Scaled)
 FH0004
 FH0004                          SUPERSEDED SURVEY CONTROL
 FH0004
 FH0004  NGVD 29 (??/??/92)  407.995  (m)         1338.56   (f) ADJ UNCH    1 2
 FH0004
 FH0004.Superseded values are not recommended for survey control.
 FH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0004.See file dsdata.txt to determine how the superseded data were derived.
 FH0004
 FH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV928761(NAD 83)
 FH0004_MARKER: DB = BENCH MARK DISK
 FH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0004_SP_SET: CONCRETE POST
 FH0004_STAMPING: N 27 1932 1338.564
 FH0004_MARK LOGO: CGS   
 FH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0004+STABILITY: SURFACE MOTION
 FH0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0004+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1989
 FH0004
 FH0004  HISTORY     - Date     Condition        Report By
 FH0004  HISTORY     - 1932     MONUMENTED       CGS
 FH0004  HISTORY     - 1965     GOOD             NGS
 FH0004  HISTORY     - 1987     GOOD             USPSQD
 FH0004  HISTORY     - 19891113 GOOD             NGS
 FH0004
 FH0004                          STATION DESCRIPTION
 FH0004
 FH0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FH0004'AT WEST FORK.
 FH0004'AT WEST FORK, WASHINGTON COUNTY, 150 FT. SOUTHEAST OF THE ST.
 FH0004'LOUIS-SAN FRANCISCO RAILWAY STATION. AND 70 FT. EAST OF THE MAIN
 FH0004'TRACKS, 20 FT. SOUTH OF A STREET (ARKANSAS 170) AND 2 FT. SOUTH
 FH0004'OF THE SIDEWALK A STANDARD DISK, STAMPED 1338.564 N 27 1932
 FH0004'AND SET IN THE TOP OF A CONCRETE POST.
 FH0004
 FH0004                          STATION RECOVERY (1987)
 FH0004
 FH0004'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0004'RECOVERED IN GOOD CONDITION.
 FH0004
 FH0004                          STATION RECOVERY (1989)
 FH0004
 FH0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0004'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WEST
 FH0004'FORK, AT THE INTERSECTION OF MAPLE AND MAIN STREETS, 14.5 M (47.6 FT)
 FH0004'SOUTHWEST OF THE CENTERLINE OF MAPLE STREET, 10.3 M (33.8 FT)
 FH0004'SOUTHEAST OF THE CENTERLINE OF MAIN STREET, 4.5 M (14.8 FT) EAST OF
 FH0004'THE NEAR RAIL OF AN ARKANSAS AND MISSOURI RAILROAD SPUR TRACK, 0.6 M
 FH0004'(2.0 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, LEVEL WITH THE
 FH0004'STREETS, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 FH0004'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0134 ***********************************************************************
 FH0134  DESIGNATION -  N 28
 FH0134  PID         -  FH0134
 FH0134  STATE/COUNTY-  AR/CRAWFORD
 FH0134  USGS QUAD   -  VAN BUREN (1997)
 FH0134
 FH0134                         *CURRENT SURVEY CONTROL
 FH0134  ___________________________________________________________________
 FH0134* NAD 83(1986)-  35 28 53.     (N)    094 17 08.     (W)     SCALED    
 FH0134* NAVD 88     -       147.999  (meters)     485.56   (feet)  ADJUSTED  
 FH0134  ___________________________________________________________________
 FH0134  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FH0134  DYNAMIC HT  -         147.861 (meters)     485.11  (feet)  COMP
 FH0134  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FH0134
 FH0134  VERT ORDER  -  FIRST     CLASS II
 FH0134
 FH0134.The horizontal coordinates were scaled from a topographic map and have
 FH0134.an estimated accuracy of +/- 6 seconds.
 FH0134
 FH0134.The orthometric height was determined by differential leveling
 FH0134.and adjusted by the National Geodetic Survey in June 1991..
 FH0134
 FH0134.The geoid height was determined by GEOID03.
 FH0134
 FH0134.The dynamic height is computed by dividing the NAVD 88
 FH0134.geopotential number by the normal gravity value computed on the
 FH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0134.degrees latitude (g = 980.6199 gals.).
 FH0134
 FH0134.The modeled gravity was interpolated from observed gravity values.
 FH0134
 FH0134;                    North         East    Units  Estimated Accuracy
 FH0134;SPC AR N     -   129,770.      192,620.      MT  (+/- 180 meters Scaled)
 FH0134
 FH0134                          SUPERSEDED SURVEY CONTROL
 FH0134
 FH0134  NGVD 29 (??/??/92)  147.904  (m)          485.25   (f) ADJ UNCH    1 2
 FH0134
 FH0134.Superseded values are not recommended for survey control.
 FH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0134.See file dsdata.txt to determine how the superseded data were derived.
 FH0134
 FH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV833271(NAD 83)
 FH0134_MARKER: DB = BENCH MARK DISK
 FH0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0134_STAMPING: 485.284 N 28 1932
 FH0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0134+STABILITY: SURFACE MOTION
 FH0134
 FH0134  HISTORY     - Date     Condition        Report By
 FH0134  HISTORY     - 1932     MONUMENTED       CGS
 FH0134  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0134  HISTORY     - 19891101 MARK NOT FOUND   NGS
 FH0134
 FH0134                          STATION DESCRIPTION
 FH0134
 FH0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0134'4 MI SW FROM RUDY.
 FH0134'4.0 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0134'FROM RUDY, CRAWFORD COUNTY, AT POLE 404+39, AND 40 FEET NORTHWEST
 FH0134'OF THE TRACK.  A STANDARD DISK, STAMPED 485.248 N 28 1932 AND
 FH0134'SET IN THE TOP OF A CONCRETE POST.
 FH0134
 FH0134                          STATION RECOVERY (1989)
 FH0134
 FH0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1617 ***********************************************************************
 EJ1617  DESIGNATION -  N 287
 EJ1617  PID         -  EJ1617
 EJ1617  STATE/COUNTY-  AR/PULASKI
 EJ1617  USGS QUAD   -  WOODSON (1987)
 EJ1617
 EJ1617                         *CURRENT SURVEY CONTROL
 EJ1617  ___________________________________________________________________
 EJ1617* NAD 83(1986)-  34 36 07.     (N)    092 12 59.     (W)     SCALED    
 EJ1617* NAVD 88     -        78.600  (meters)     257.87   (feet)  ADJUSTED  
 EJ1617  ___________________________________________________________________
 EJ1617  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ1617  DYNAMIC HT  -          78.525 (meters)     257.63  (feet)  COMP
 EJ1617  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 EJ1617
 EJ1617  VERT ORDER  -  FIRST     CLASS II
 EJ1617
 EJ1617.The horizontal coordinates were scaled from a topographic map and have
 EJ1617.an estimated accuracy of +/- 6 seconds.
 EJ1617
 EJ1617.The orthometric height was determined by differential leveling
 EJ1617.and adjusted by the National Geodetic Survey in June 1991..
 EJ1617
 EJ1617.The geoid height was determined by GEOID03.
 EJ1617
 EJ1617.The dynamic height is computed by dividing the NAVD 88
 EJ1617.geopotential number by the normal gravity value computed on the
 EJ1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1617.degrees latitude (g = 980.6199 gals.).
 EJ1617
 EJ1617.The modeled gravity was interpolated from observed gravity values.
 EJ1617
 EJ1617;                    North         East    Units  Estimated Accuracy
 EJ1617;SPC AR S     -   614,670.      380,150.      MT  (+/- 180 meters Scaled)
 EJ1617
 EJ1617                          SUPERSEDED SURVEY CONTROL
 EJ1617
 EJ1617.No superseded survey control is available for this station.
 EJ1617
 EJ1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU718291(NAD 83)
 EJ1617_MARKER: I = METAL ROD
 EJ1617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1617_SP_SET: STAINLESS STEEL ROD
 EJ1617_STAMPING: N 287 1984
 EJ1617_MARK LOGO: NGS   
 EJ1617_PROJECTION: FLUSH
 EJ1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1617_ROD/PIPE-DEPTH: 19.5 meters
 EJ1617
 EJ1617  HISTORY     - Date     Condition        Report By
 EJ1617  HISTORY     - 1984     MONUMENTED       NGS
 EJ1617  HISTORY     - 1988     GOOD             USPSQD
 EJ1617  HISTORY     - 1989     GOOD             USPSQD
 EJ1617  HISTORY     - 1989     GOOD             USPSQD
 EJ1617  HISTORY     - 1990     GOOD             USPSQD
 EJ1617  HISTORY     - 1990     GOOD             USPSQD
 EJ1617
 EJ1617                          STATION DESCRIPTION
 EJ1617
 EJ1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1617'IN WRIGHTSVILLE.
 EJ1617'IN WRIGHTSVILLE, AT THE WEST SIDE OF THE J.C. COOK SCHOOL EAST AND
 EJ1617'ACROSS THE STATE HIGHWAY 365 FROM THE POST OFFICE, 39.47 METERS
 EJ1617'(129.5 FT) EAST OF THE CENTER LINE OF THE HIGHWAY, 6.85 METERS
 EJ1617'(22.5 FT) SOUTH OF THE CENTER OF A DOUBLE SECURITY GATE, 1.52 METERS
 EJ1617'(5.0 FT) EAST-SOUTHEAST OF A POWER LINE POLE WITH A SECURITY LIGHT,
 EJ1617'AND 0.18 METERS (0.6 FT) WEST OF THE SECURITY FENCE AROUND THE SCHOOL.
 EJ1617'THE MARK IS 1.18 METERS  S FROM A WITNESS POST.
 EJ1617'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1617
 EJ1617                          STATION RECOVERY (1988)
 EJ1617
 EJ1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1617'RECOVERED IN GOOD CONDITION.
 EJ1617
 EJ1617                          STATION RECOVERY (1989)
 EJ1617
 EJ1617'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1617'RECOVERED IN GOOD CONDITION.
 EJ1617
 EJ1617                          STATION RECOVERY (1989)
 EJ1617
 EJ1617'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1617'RECOVERED IN GOOD CONDITION.
 EJ1617
 EJ1617                          STATION RECOVERY (1990)
 EJ1617
 EJ1617'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1617'RECOVERED IN GOOD CONDITION.
 EJ1617
 EJ1617                          STATION RECOVERY (1990)
 EJ1617
 EJ1617'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1652 ***********************************************************************
 EJ1652  DESIGNATION -  N 288
 EJ1652  PID         -  EJ1652
 EJ1652  STATE/COUNTY-  AR/JEFFERSON
 EJ1652  USGS QUAD   -  WHITE HALL (1984)
 EJ1652
 EJ1652                         *CURRENT SURVEY CONTROL
 EJ1652  ___________________________________________________________________
 EJ1652* NAD 83(1986)-  34 15 04.     (N)    092 04 19.     (W)     SCALED    
 EJ1652* NAVD 88     -        75.525  (meters)     247.78   (feet)  ADJUSTED  
 EJ1652  ___________________________________________________________________
 EJ1652  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ1652  DYNAMIC HT  -          75.452 (meters)     247.55  (feet)  COMP
 EJ1652  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 EJ1652
 EJ1652  VERT ORDER  -  FIRST     CLASS II
 EJ1652
 EJ1652.The horizontal coordinates were scaled from a topographic map and have
 EJ1652.an estimated accuracy of +/- 6 seconds.
 EJ1652
 EJ1652.The orthometric height was determined by differential leveling
 EJ1652.and adjusted by the National Geodetic Survey in June 1991..
 EJ1652
 EJ1652.The geoid height was determined by GEOID03.
 EJ1652
 EJ1652.The dynamic height is computed by dividing the NAVD 88
 EJ1652.geopotential number by the normal gravity value computed on the
 EJ1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1652.degrees latitude (g = 980.6199 gals.).
 EJ1652
 EJ1652.The modeled gravity was interpolated from observed gravity values.
 EJ1652
 EJ1652;                    North         East    Units  Estimated Accuracy
 EJ1652;SPC AR S     -   575,740.      393,370.      MT  (+/- 180 meters Scaled)
 EJ1652
 EJ1652                          SUPERSEDED SURVEY CONTROL
 EJ1652
 EJ1652.No superseded survey control is available for this station.
 EJ1652
 EJ1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT854903(NAD 83)
 EJ1652_MARKER: I = METAL ROD
 EJ1652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1652_SP_SET: STAINLESS STEEL ROD
 EJ1652_STAMPING: N 288 1984
 EJ1652_MARK LOGO: NGS   
 EJ1652_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1652_ROD/PIPE-DEPTH: 12.2 meters
 EJ1652
 EJ1652  HISTORY     - Date     Condition        Report By
 EJ1652  HISTORY     - 1984     MONUMENTED       NGS
 EJ1652  HISTORY     - 1988     GOOD             USPSQD
 EJ1652  HISTORY     - 1989     GOOD             USPSQD
 EJ1652  HISTORY     - 1989     GOOD             USPSQD
 EJ1652  HISTORY     - 1990     GOOD             USPSQD
 EJ1652
 EJ1652                          STATION DESCRIPTION
 EJ1652
 EJ1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1652'8.7 KM (5.4 MI) NW FROM PINE BLUFF.
 EJ1652'0.2 KM (0.1 MI) SOUTH ALONG STATE STREET FROM THE OLD UNION STATION
 EJ1652'(NOW THE UNION STATION RESTAURANT), THENCE 4.0 KM (2.5 MI) WEST ALONG
 EJ1652'BUSINESS U.S. HIGHWAY 65 (5TH STREET), THENCE 4.6 KM (2.85 MI)
 EJ1652'NORTHWEST ALONG BUSINESS U.S. HIGHWAY 65 AND STATE HIGHWAY 365, AT THE
 EJ1652'SOUTH ONE OF THREE ISLANDS ON THE NORTHEAST SIDE OF HIGHWAY 365, AT
 EJ1652'POWER LINE POLE NUMBER 6201, 0.4 KM (0.25 MI) NORTHWEST OF THE
 EJ1652'JUNCTION OF U.S. HIGHWAY 270, 10.21 METERS (33.5 FT) NORTHEAST OF THE
 EJ1652'CENTER LINE OF HIGHWAY 365, 9.60 METERS (31.5 FT) SOUTHEAST OF THE
 EJ1652'CENTER OF THE SOUTHEAST ONE OF TWO ENTRANCES TO A TASTEE FREEZE,
 EJ1652'27.73 METERS  (91.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE NORTHEAST
 EJ1652'END OF A CULVERT UNDER HIGHWAY 365, 1.49 METERS (4.9 FT) SOUTHWEST OF
 EJ1652'THE SOUTHWEST EDGE OF THE CONCRETE CURBING OF THE SOUTHEAST ONE OF
 EJ1652'THREE ISLANDS, 0.60 METERS (2.0 FT) NORTHEAST OF A POWER LINE POLE
 EJ1652'NUMBERED 6201.  NOTE, DRIVING RATE EXCEEDED, ROD ANCHORED.
 EJ1652'THE MARK IS 0.7 METERS  NNE FROM A WITNESS POST.
 EJ1652'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EJ1652
 EJ1652                          STATION RECOVERY (1988)
 EJ1652
 EJ1652'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1652'RECOVERED IN GOOD CONDITION.
 EJ1652
 EJ1652                          STATION RECOVERY (1989)
 EJ1652
 EJ1652'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1652'RECOVERED IN GOOD CONDITION.
 EJ1652
 EJ1652                          STATION RECOVERY (1989)
 EJ1652
 EJ1652'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EJ1652'RECOVERED IN GOOD CONDITION.
 EJ1652
 EJ1652                          STATION RECOVERY (1990)
 EJ1652
 EJ1652'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1728 ***********************************************************************
 DK1728  DESIGNATION -  N 289
 DK1728  PID         -  DK1728
 DK1728  STATE/COUNTY-  AR/LINCOLN
 DK1728  USGS QUAD   -  GOULD (1964)
 DK1728
 DK1728                         *CURRENT SURVEY CONTROL
 DK1728  ___________________________________________________________________
 DK1728* NAD 83(1986)-  33 59 10.     (N)    091 33 38.     (W)     SCALED    
 DK1728* NAVD 88     -        50.991  (meters)     167.29   (feet)  ADJUSTED  
 DK1728  ___________________________________________________________________
 DK1728  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DK1728  DYNAMIC HT  -          50.941 (meters)     167.13  (feet)  COMP
 DK1728  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 DK1728
 DK1728  VERT ORDER  -  FIRST     CLASS II
 DK1728
 DK1728.The horizontal coordinates were scaled from a topographic map and have
 DK1728.an estimated accuracy of +/- 6 seconds.
 DK1728
 DK1728.The orthometric height was determined by differential leveling
 DK1728.and adjusted by the National Geodetic Survey in June 1991..
 DK1728
 DK1728.The geoid height was determined by GEOID03.
 DK1728
 DK1728.The dynamic height is computed by dividing the NAVD 88
 DK1728.geopotential number by the normal gravity value computed on the
 DK1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1728.degrees latitude (g = 980.6199 gals.).
 DK1728
 DK1728.The modeled gravity was interpolated from observed gravity values.
 DK1728
 DK1728;                    North         East    Units  Estimated Accuracy
 DK1728;SPC AR S     -   546,430.      440,600.      MT  (+/- 180 meters Scaled)
 DK1728
 DK1728                          SUPERSEDED SURVEY CONTROL
 DK1728
 DK1728.No superseded survey control is available for this station.
 DK1728
 DK1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT329615(NAD 83)
 DK1728_MARKER: I = METAL ROD
 DK1728_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK1728_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK1728_STAMPING: N 289 1984
 DK1728_MARK LOGO: NGS   
 DK1728_PROJECTION: FLUSH
 DK1728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK1728+STABILITY: POSITION/ELEVATION WELL
 DK1728_ROD/PIPE-DEPTH: 34.1 meters
 DK1728_SLEEVE-DEPTH  : 6.1 meters
 DK1728
 DK1728  HISTORY     - Date     Condition        Report By
 DK1728  HISTORY     - 1984     MONUMENTED       NGS
 DK1728  HISTORY     - 1988     GOOD             USPSQD
 DK1728  HISTORY     - 1989     GOOD             USPSQD
 DK1728  HISTORY     - 1990     GOOD             USPSQD
 DK1728
 DK1728                          STATION DESCRIPTION
 DK1728
 DK1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1728'IN GOULD.
 DK1728'IN GOULD, AT THE LANDMARK MISSIONARY BAPTIST CHURCH ACROSS HIGHWAY AND
 DK1728'NORTHEAST OF KNIGHT BROTHERS GAS STATION, ABOUT 0.16 KM (0.1 MI)
 DK1728'NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE JUNCTION OF STATE HIGHWAY 114
 DK1728'IN GOULD, 13.3 METERS (43.7 FT) NORTHEAST OF THE CENTER LINE OF THE
 DK1728'HIGHWAY, 1.0 METER (3.4 FT) SOUTHWEST OF THE SOUTHWEST FACE OF A BRICK
 DK1728'PLANTER AND CHURCH SIGN, 12.4 METERS (40.6 FT) WEST OF THE SOUTHEAST
 DK1728'CORNER OF THE CHURCH, 8.1 METERS (26.7 FT) SOUTH OF THE SOUTHWEST
 DK1728'CORNER OF THE CHURCH, 10.1 METERS (33.0 FT) NORTHWEST OF A METAL
 DK1728'GASLIGHT POLE, 2.6 METERS (8.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 DK1728'A SIDEWALK LEADING TO THE MAIN ENTRANCE TO THE CHURCH, 7.7 METERS
 DK1728'(25.4 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE CHURCH, AND
 DK1728'18.9 METERS (62.0 FT) SOUTHEAST OF A GASLIGHT POLE.
 DK1728'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DK1728
 DK1728                          STATION RECOVERY (1988)
 DK1728
 DK1728'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1728'RECOVERED IN GOOD CONDITION.
 DK1728
 DK1728                          STATION RECOVERY (1989)
 DK1728
 DK1728'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1728'RECOVERED IN GOOD CONDITION.
 DK1728
 DK1728                          STATION RECOVERY (1990)
 DK1728
 DK1728'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1193 ***********************************************************************
 FG1193  DESIGNATION -  N 29
 FG1193  PID         -  FG1193
 FG1193  STATE/COUNTY-  AR/FRANKLIN
 FG1193  USGS QUAD   -  CECIL (1993)
 FG1193
 FG1193                         *CURRENT SURVEY CONTROL
 FG1193  ___________________________________________________________________
 FG1193* NAD 83(1986)-  35 27 53.     (N)    093 52 31.     (W)     SCALED    
 FG1193* NAVD 88     -       117.623  (meters)     385.90   (feet)  ADJUSTED  
 FG1193  ___________________________________________________________________
 FG1193  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1193  DYNAMIC HT  -         117.514 (meters)     385.54  (feet)  COMP
 FG1193  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FG1193
 FG1193  VERT ORDER  -  FIRST     CLASS II
 FG1193
 FG1193.The horizontal coordinates were scaled from a topographic map and have
 FG1193.an estimated accuracy of +/- 6 seconds.
 FG1193
 FG1193.The orthometric height was determined by differential leveling
 FG1193.and adjusted by the National Geodetic Survey in June 1991..
 FG1193
 FG1193.The geoid height was determined by GEOID03.
 FG1193
 FG1193.The dynamic height is computed by dividing the NAVD 88
 FG1193.geopotential number by the normal gravity value computed on the
 FG1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1193.degrees latitude (g = 980.6199 gals.).
 FG1193
 FG1193.The modeled gravity was interpolated from observed gravity values.
 FG1193
 FG1193;                    North         East    Units  Estimated Accuracy
 FG1193;SPC AR N     -   127,140.      229,800.      MT  (+/- 180 meters Scaled)
 FG1193
 FG1193                          SUPERSEDED SURVEY CONTROL
 FG1193
 FG1193  NGVD 29 (??/??/92)  117.572  (m)          385.73   (f) ADJ UNCH    1 2
 FG1193
 FG1193.Superseded values are not recommended for survey control.
 FG1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1193.See file dsdata.txt to determine how the superseded data were derived.
 FG1193
 FG1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV205249(NAD 83)
 FG1193_MARKER: DB = BENCH MARK DISK
 FG1193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1193_SP_SET: CULVERT
 FG1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1193
 FG1193  HISTORY     - Date     Condition        Report By
 FG1193  HISTORY     - UNK      MONUMENTED       CGS
 FG1193  HISTORY     - 1932     GOOD             NGS
 FG1193  HISTORY     - 1959     GOOD             NGS
 FG1193
 FG1193                          STATION DESCRIPTION
 FG1193
 FG1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1193'3.5 MI W FROM OZARK.
 FG1193'ON THE M.P. R.R., MILE POLE NO 468/ 13 1/2 POLES, AT A ROCK CULVERT,
 FG1193'25 FEET N. OF THE RAILROAD IN A FLAT OUTCROP OF ROCK ABOUT 6 FEET IN
 FG1193'HEIGHT, 1.2 MILES E. OF POPING SIDING.
 FG1193
 FG1193                          STATION RECOVERY (1959)
 FG1193
 FG1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1671 ***********************************************************************
 EJ1671  DESIGNATION -  N 290
 EJ1671  PID         -  EJ1671
 EJ1671  STATE/COUNTY-  AR/PULASKI
 EJ1671  USGS QUAD   -  MAYFLOWER (1987)
 EJ1671
 EJ1671                         *CURRENT SURVEY CONTROL
 EJ1671  ___________________________________________________________________
 EJ1671* NAD 83(1986)-  34 53 00.     (N)    092 23 24.     (W)     SCALED    
 EJ1671* NAVD 88     -        84.661  (meters)     277.76   (feet)  ADJUSTED  
 EJ1671  ___________________________________________________________________
 EJ1671  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ1671  DYNAMIC HT  -          84.582 (meters)     277.50  (feet)  COMP
 EJ1671  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 EJ1671
 EJ1671  VERT ORDER  -  FIRST     CLASS II
 EJ1671
 EJ1671.The horizontal coordinates were scaled from a topographic map and have
 EJ1671.an estimated accuracy of +/- 6 seconds.
 EJ1671
 EJ1671.The orthometric height was determined by differential leveling
 EJ1671.and adjusted by the National Geodetic Survey in June 1991..
 EJ1671
 EJ1671.The geoid height was determined by GEOID03.
 EJ1671
 EJ1671.The dynamic height is computed by dividing the NAVD 88
 EJ1671.geopotential number by the normal gravity value computed on the
 EJ1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1671.degrees latitude (g = 980.6199 gals.).
 EJ1671
 EJ1671.The modeled gravity was interpolated from observed gravity values.
 EJ1671
 EJ1671;                    North         East    Units  Estimated Accuracy
 EJ1671;SPC AR S     -   645,940.      364,350.      MT  (+/- 180 meters Scaled)
 EJ1671
 EJ1671                          SUPERSEDED SURVEY CONTROL
 EJ1671
 EJ1671  NGVD 29 (06/07/95)   84.728  (m)          277.98   (f) ADJUSTED    1 2
 EJ1671
 EJ1671.Superseded values are not recommended for survey control.
 EJ1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1671.See file dsdata.txt to determine how the superseded data were derived.
 EJ1671
 EJ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU557602(NAD 83)
 EJ1671_MARKER: I = METAL ROD
 EJ1671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1671_SP_SET: STAINLESS STEEL ROD
 EJ1671_STAMPING: N 290 1984
 EJ1671_MARK LOGO: NGS   
 EJ1671_PROJECTION: FLUSH
 EJ1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1671_ROD/PIPE-DEPTH: 3.05 meters
 EJ1671
 EJ1671  HISTORY     - Date     Condition        Report By
 EJ1671  HISTORY     - 1984     MONUMENTED       NGS
 EJ1671  HISTORY     - 1988     POOR             USPSQD
 EJ1671  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1671  HISTORY     - 1989     POOR             USPSQD
 EJ1671  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ1671
 EJ1671                          STATION DESCRIPTION
 EJ1671
 EJ1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1671'IN MORGAN.
 EJ1671'IN MORGAN AT THE INTERSECTION OF STATE HIGHWAY 365 AND ASHLEY ROAD
 EJ1671'WHICH IS 1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 365 FROM THE
 EJ1671'UNDERPASS OF INTERSTATE 40 TO THE MARK ON THE RIGHT, 14.51 METERS
 EJ1671'(47.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EJ1671'15.82 METERS (51.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 EJ1671'ONE LEVEL HOUSE, 9.72 METERS (31.9 FT) EAST OF THE APPROXIMATE CENTER
 EJ1671'OF ASHLEY ROAD, 7.38 METERS (24.2 FT) NORTHEAST OF THE SOUTH END OF A
 EJ1671'CONCRETE PIPE CULVERT UNDER ASHLEY ROAD, AND 1.07 METERS (3.5 FT) WEST
 EJ1671'OF THE BASE OF A ROW OF SHRUBS.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EJ1671'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1671
 EJ1671                          STATION RECOVERY (1988)
 EJ1671
 EJ1671'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1671'MARK RECOVERED IN POOR CONDITION.
 EJ1671
 EJ1671                          STATION RECOVERY (1989)
 EJ1671
 EJ1671'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ1671'MARK NOT FOUND.
 EJ1671
 EJ1671                          STATION RECOVERY (1989)
 EJ1671
 EJ1671'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1671'MARK RECOVERED IN POOR CONDITION.
 EJ1671
 EJ1671                          STATION RECOVERY (1990)
 EJ1671
 EJ1671'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ1671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1550 ***********************************************************************
 FG1550  DESIGNATION -  N 291
 FG1550  PID         -  FG1550
 FG1550  STATE/COUNTY-  AR/CONWAY
 FG1550  USGS QUAD   -  MENIFEE (1991)
 FG1550
 FG1550                         *CURRENT SURVEY CONTROL
 FG1550  ___________________________________________________________________
 FG1550* NAD 83(1986)-  35 09 11.     (N)    092 34 02.     (W)     SCALED    
 FG1550* NAVD 88     -        89.251  (meters)     292.82   (feet)  ADJUSTED  
 FG1550  ___________________________________________________________________
 FG1550  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FG1550  DYNAMIC HT  -          89.167 (meters)     292.54  (feet)  COMP
 FG1550  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FG1550
 FG1550  VERT ORDER  -  FIRST     CLASS II
 FG1550
 FG1550.The horizontal coordinates were scaled from a topographic map and have
 FG1550.an estimated accuracy of +/- 6 seconds.
 FG1550
 FG1550.The orthometric height was determined by differential leveling
 FG1550.and adjusted by the National Geodetic Survey in June 1991..
 FG1550
 FG1550.The geoid height was determined by GEOID03.
 FG1550
 FG1550.The dynamic height is computed by dividing the NAVD 88
 FG1550.geopotential number by the normal gravity value computed on the
 FG1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1550.degrees latitude (g = 980.6199 gals.).
 FG1550
 FG1550.The modeled gravity was interpolated from observed gravity values.
 FG1550
 FG1550;                    North         East    Units  Estimated Accuracy
 FG1550;SPC AR N     -    91,090.      348,320.      MT  (+/- 180 meters Scaled)
 FG1550
 FG1550                          SUPERSEDED SURVEY CONTROL
 FG1550
 FG1550  NGVD 29 (06/07/95)   89.291  (m)          292.95   (f) ADJUSTED    1 2
 FG1550
 FG1550.Superseded values are not recommended for survey control.
 FG1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1550.See file dsdata.txt to determine how the superseded data were derived.
 FG1550
 FG1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU394901(NAD 83)
 FG1550_MARKER: I = METAL ROD
 FG1550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1550_SP_SET: STAINLESS STEEL ROD
 FG1550_STAMPING: N 291 1984
 FG1550_MARK LOGO: NGS   
 FG1550_PROJECTION: FLUSH
 FG1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1550_ROD/PIPE-DEPTH: 4.27 meters
 FG1550
 FG1550  HISTORY     - Date     Condition        Report By
 FG1550  HISTORY     - 1984     MONUMENTED       NGS
 FG1550  HISTORY     - 1988     GOOD             USPSQD
 FG1550  HISTORY     - 1989     GOOD             USPSQD
 FG1550  HISTORY     - 1989     GOOD             USPSQD
 FG1550  HISTORY     - 19970319 GOOD             USPSQD
 FG1550
 FG1550                          STATION DESCRIPTION
 FG1550
 FG1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1550'1.3 KM (0.8 MI) WEST FROM MENIFEE.
 FG1550'1.3 KM (0.8 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1550'MENIFEE TO THE MARK ON THE RIGHT, 42.43 METERS (139.2 FT) NORTH OF THE
 FG1550'CENTERLINE OF THE HIGHWAY, 12.10 METERS (39.7 FT) WEST OF THE
 FG1550'APPROXIMATE CENTER OF A GATE FOR A PASTURE, 10.09 METERS (33.1 FT)
 FG1550'EAST OF THE CORNER POST OF A BARBWIRE FENCE, 8.02 METERS (26.3 FT)
 FG1550'EAST OF THE APPROXIMATE CENTER OF A FIELD ROAD, AND 0.52 METERS
 FG1550'(1.7 FT) SOUTH OF A BARBWIRE FENCE.
 FG1550'THE MARK IS 0.61 METERS  WSW FROM A WITNESS POST.
 FG1550'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1550
 FG1550                          STATION RECOVERY (1988)
 FG1550
 FG1550'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1550'RECOVERED IN GOOD CONDITION.
 FG1550
 FG1550                          STATION RECOVERY (1989)
 FG1550
 FG1550'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1550'RECOVERED IN GOOD CONDITION.
 FG1550
 FG1550                          STATION RECOVERY (1989)
 FG1550
 FG1550'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1550'RECOVERED IN GOOD CONDITION.
 FG1550
 FG1550                          STATION RECOVERY (1997)
 FG1550
 FG1550'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1737 ***********************************************************************
 DK1737  DESIGNATION -  N 292
 DK1737  PID         -  DK1737
 DK1737  STATE/COUNTY-  AR/DESHA
 DK1737  USGS QUAD   -  DUMAS (1969)
 DK1737
 DK1737                         *CURRENT SURVEY CONTROL
 DK1737  ___________________________________________________________________
 DK1737* NAD 83(1986)-  33 54 31.     (N)    091 25 05.     (W)     SCALED    
 DK1737* NAVD 88     -        46.990  (meters)     154.17   (feet)  ADJUSTED  
 DK1737  ___________________________________________________________________
 DK1737  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DK1737  DYNAMIC HT  -          46.943 (meters)     154.01  (feet)  COMP
 DK1737  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 DK1737
 DK1737  VERT ORDER  -  FIRST     CLASS II
 DK1737
 DK1737.The horizontal coordinates were scaled from a topographic map and have
 DK1737.an estimated accuracy of +/- 6 seconds.
 DK1737
 DK1737.The orthometric height was determined by differential leveling
 DK1737.and adjusted by the National Geodetic Survey in June 1991..
 DK1737
 DK1737.The geoid height was determined by GEOID03.
 DK1737
 DK1737.The dynamic height is computed by dividing the NAVD 88
 DK1737.geopotential number by the normal gravity value computed on the
 DK1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1737.degrees latitude (g = 980.6199 gals.).
 DK1737
 DK1737.The modeled gravity was interpolated from observed gravity values.
 DK1737
 DK1737;                    North         East    Units  Estimated Accuracy
 DK1737;SPC AR S     -   537,900.      453,820.      MT  (+/- 180 meters Scaled)
 DK1737
 DK1737                          SUPERSEDED SURVEY CONTROL
 DK1737
 DK1737.No superseded survey control is available for this station.
 DK1737
 DK1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT462531(NAD 83)
 DK1737_MARKER: I = METAL ROD
 DK1737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK1737_SP_SET: STAINLESS STEEL ROD
 DK1737_STAMPING: N 292 1984
 DK1737_MARK LOGO: NGS   
 DK1737_PROJECTION: FLUSH
 DK1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1737+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2004
 DK1737_ROD/PIPE-DEPTH: 20.7 meters
 DK1737
 DK1737  HISTORY     - Date     Condition        Report By
 DK1737  HISTORY     - 1984     MONUMENTED       NGS
 DK1737  HISTORY     - 1988     GOOD             USPSQD
 DK1737  HISTORY     - 1989     GOOD             USPSQD
 DK1737  HISTORY     - 1990     GOOD             USPSQD
 DK1737  HISTORY     - 20040112 GOOD             USACE
 DK1737
 DK1737                          STATION DESCRIPTION
 DK1737
 DK1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1737'8.4 KM (5.2 MI) ENE FROM DUMAS.
 DK1737'0.3 KM (0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN
 DK1737'DUMAS, THENCE 8.0 KM (5.0 MI) EAST ALONG U.S. HIGHWAY 165, AT A FIELD
 DK1737'ENTRANCE LEADING SOUTHEAST TO AN OLD WELL, SET BY A POWER LINE POLE
 DK1737'WITH THREE TRANSFORMERS, 18.44 METERS (60.5 FT) EAST-SOUTHEAST OF THE
 DK1737'HIGHWAY, 8.22 METERS (27.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 DK1737'FIELD ENTRANCE, 12.67 METERS (41.6 FT) NORTHWEST OF A 12 FOOT TALL
 DK1737'SERVICE POLE WITH ELECTRICAL METER NUMBER 40511394, 0.54 METERS
 DK1737'(1.8 FT) SOUTH-SOUTHEAST OF THE POWER LINE POLE WITH THREE
 DK1737'TRANSFORMERS, AND 6.24 METERS (20.5 FT) EAST-NORTHEAST OF THE NORTH
 DK1737'END OF A 3-FOOT CORRUGATED PIPE CULVERT.
 DK1737'THE MARK IS 0.34 METERS  NE FROM A WITNESS POST.
 DK1737'THE MARK IS 0.46 M BELOW HIGHWAY.
 DK1737
 DK1737                          STATION RECOVERY (1988)
 DK1737
 DK1737'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1737'RECOVERED IN GOOD CONDITION.
 DK1737
 DK1737                          STATION RECOVERY (1989)
 DK1737
 DK1737'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1737'RECOVERED IN GOOD CONDITION.
 DK1737
 DK1737                          STATION RECOVERY (1990)
 DK1737
 DK1737'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1737'RECOVERED IN GOOD CONDITION.
 DK1737
 DK1737                          STATION RECOVERY (2004)
 DK1737
 DK1737'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1575 ***********************************************************************
 FG1575  DESIGNATION -  N 293
 FG1575  PID         -  FG1575
 FG1575  STATE/COUNTY-  AR/POPE
 FG1575  USGS QUAD   -  HOLLA BEND (1993)
 FG1575
 FG1575                         *CURRENT SURVEY CONTROL
 FG1575  ___________________________________________________________________
 FG1575* NAD 83(1986)-  35 14 36.     (N)    093 01 06.     (W)     SCALED    
 FG1575* NAVD 88     -       121.170  (meters)     397.54   (feet)  ADJUSTED  
 FG1575  ___________________________________________________________________
 FG1575  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FG1575  DYNAMIC HT  -         121.055 (meters)     397.16  (feet)  COMP
 FG1575  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 FG1575
 FG1575  VERT ORDER  -  FIRST     CLASS II
 FG1575
 FG1575.The horizontal coordinates were scaled from a topographic map and have
 FG1575.an estimated accuracy of +/- 6 seconds.
 FG1575
 FG1575.The orthometric height was determined by differential leveling
 FG1575.and adjusted by the National Geodetic Survey in June 1991..
 FG1575
 FG1575.The geoid height was determined by GEOID03.
 FG1575
 FG1575.The dynamic height is computed by dividing the NAVD 88
 FG1575.geopotential number by the normal gravity value computed on the
 FG1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1575.degrees latitude (g = 980.6199 gals.).
 FG1575
 FG1575.The modeled gravity was interpolated from observed gravity values.
 FG1575
 FG1575;                    North         East    Units  Estimated Accuracy
 FG1575;SPC AR N     -   101,440.      307,320.      MT  (+/- 180 meters Scaled)
 FG1575
 FG1575                          SUPERSEDED SURVEY CONTROL
 FG1575
 FG1575.No superseded survey control is available for this station.
 FG1575
 FG1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV983000(NAD 83)
 FG1575_MARKER: I = METAL ROD
 FG1575_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1575+WITH SETTING: INFORMATION.
 FG1575_SP_SET: SHALLOW SET METAL ROD
 FG1575_STAMPING: N 293 1984
 FG1575_MARK LOGO: NGS   
 FG1575_PROJECTION: RECESSED 6 CENTIMETERS
 FG1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1575_ROD/PIPE-DEPTH: 2.56 meters
 FG1575
 FG1575  HISTORY     - Date     Condition        Report By
 FG1575  HISTORY     - 1984     MONUMENTED       NGS
 FG1575  HISTORY     - 1987     GOOD             USPSQD
 FG1575  HISTORY     - 1988     GOOD             USPSQD
 FG1575  HISTORY     - 1989     GOOD             USPSQD
 FG1575  HISTORY     - 1989     GOOD             USPSQD
 FG1575
 FG1575                          STATION DESCRIPTION
 FG1575
 FG1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1575'7.8 KM (4.85 MI) WEST FROM ATKINS.
 FG1575'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1575'THENCE 7.6 KM (4.75 MI) WEST ALONG U.S. HIGHWAY 64 TO A TRAILER HOUSE
 FG1575'AND THE MARK ON THE RIGHT, 15.27 METERS (50.1 FT) NORTH OF THE
 FG1575'CENTERLINE OF THE HIGHWAY, 16.95 METERS (55.6 FT) SOUTH-SOUTHEAST OF
 FG1575'THE CORNER OF A TRAILER HOUSE, 8.78 METERS (28.8 FT) EAST-NORTHEAST OF
 FG1575'A POWERLINE POLE, 3.57 METERS (11.7 FT) EAST OF THE CENTER OF A
 FG1575'DRIVEWAY, 2.62 METERS (8.6 FT) NORTH OF A CORNER FENCE POST, AND
 FG1575'0.73 METERS (2.4 FT) WEST OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1575'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FG1575'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FG1575
 FG1575                          STATION RECOVERY (1987)
 FG1575
 FG1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1575'RECOVERED IN GOOD CONDITION.
 FG1575
 FG1575                          STATION RECOVERY (1988)
 FG1575
 FG1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1575'RECOVERED IN GOOD CONDITION.
 FG1575
 FG1575                          STATION RECOVERY (1989)
 FG1575
 FG1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1575'RECOVERED IN GOOD CONDITION.
 FG1575
 FG1575                          STATION RECOVERY (1989)
 FG1575
 FG1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1612 ***********************************************************************
 FG1612  DESIGNATION -  N 294
 FG1612  PID         -  FG1612
 FG1612  STATE/COUNTY-  AR/JOHNSON
 FG1612  USGS QUAD   -  CLARKSVILLE (1993)
 FG1612
 FG1612                         *CURRENT SURVEY CONTROL
 FG1612  ___________________________________________________________________
 FG1612* NAD 83(1986)-  35 25 44.     (N)    093 23 08.     (W)     SCALED    
 FG1612* NAVD 88     -       120.942  (meters)     396.79   (feet)  ADJUSTED  
 FG1612  ___________________________________________________________________
 FG1612  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FG1612  DYNAMIC HT  -         120.830 (meters)     396.42  (feet)  COMP
 FG1612  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 FG1612
 FG1612  VERT ORDER  -  FIRST     CLASS II
 FG1612
 FG1612.The horizontal coordinates were scaled from a topographic map and have
 FG1612.an estimated accuracy of +/- 6 seconds.
 FG1612
 FG1612.The orthometric height was determined by differential leveling
 FG1612.and adjusted by the National Geodetic Survey in June 1991..
 FG1612
 FG1612.The geoid height was determined by GEOID03.
 FG1612
 FG1612.The dynamic height is computed by dividing the NAVD 88
 FG1612.geopotential number by the normal gravity value computed on the
 FG1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1612.degrees latitude (g = 980.6199 gals.).
 FG1612
 FG1612.The modeled gravity was interpolated from observed gravity values.
 FG1612
 FG1612;                    North         East    Units  Estimated Accuracy
 FG1612;SPC AR N     -   122,430.      274,190.      MT  (+/- 180 meters Scaled)
 FG1612
 FG1612                          SUPERSEDED SURVEY CONTROL
 FG1612
 FG1612.No superseded survey control is available for this station.
 FG1612
 FG1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV650206(NAD 83)
 FG1612_MARKER: I = METAL ROD
 FG1612_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1612+WITH SETTING: INFORMATION.
 FG1612_SP_SET: SHALLOW SET METAL ROD
 FG1612_STAMPING: N 294 1984
 FG1612_MARK LOGO: NGS   
 FG1612_PROJECTION: RECESSED 6 CENTIMETERS
 FG1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1612_ROD/PIPE-DEPTH: 1.92 meters
 FG1612
 FG1612  HISTORY     - Date     Condition        Report By
 FG1612  HISTORY     - 1984     MONUMENTED       NGS
 FG1612  HISTORY     - 1987     GOOD             USPSQD
 FG1612  HISTORY     - 1987     GOOD             USPSQD
 FG1612  HISTORY     - 1988     GOOD             USPSQD
 FG1612  HISTORY     - 1989     GOOD             USPSQD
 FG1612  HISTORY     - 1990     GOOD             USPSQD
 FG1612
 FG1612                          STATION DESCRIPTION
 FG1612
 FG1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1612'3.1 KM (1.95 MI) SOUTH FROM LAMAR.
 FG1612'3.1 KM (1.95 MI) SOUTH ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1612'LAMAR, AT A POWERLINE POLE WITH TRANSFORMER ON THE EAST SIDE OF THE
 FG1612'HIGHWAY, 24.84 METERS (81.5 FT) EAST AND ACROSS THE HIGHWAY FROM
 FG1612'POWERLINE POLE NUMBER 400 13, 12.64 METERS (41.5 FT) EAST OF THE
 FG1612'CENTERLINE OF HIGHWAY 64, 21.64 METERS (71.0 FT) SOUTH OF THE CENTER
 FG1612'OF A GRAVEL DRIVEWAY LEADING TO MR. JIM PAYNE HOUSE, 3.35 METERS
 FG1612'(11.0 FT) WEST OF THE NEAREST ONE OF TWO GUY WIRE ANCHORS, 0.76 METERS
 FG1612'(2.5 FT) SOUTH OF THE POWERLINE POLE WITH A TRANSFORMER, AND
 FG1612'0.45 METERS (1.5 FT) EAST-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST
 FG1612'PROTECTING ONE FOOT.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN
 FG1612'ROCK.
 FG1612'THE MARK IS 0.36 METERS  ESE FROM A WITNESS POST.
 FG1612'THE MARK IS 0.6 M BELOW HIGHWAY 64.
 FG1612
 FG1612                          STATION RECOVERY (1987)
 FG1612
 FG1612'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1612'RECOVERED IN GOOD CONDITION.
 FG1612
 FG1612                          STATION RECOVERY (1987)
 FG1612
 FG1612'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1612'RECOVERED IN GOOD CONDITION.
 FG1612
 FG1612                          STATION RECOVERY (1988)
 FG1612
 FG1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1612'RECOVERED IN GOOD CONDITION.
 FG1612
 FG1612                          STATION RECOVERY (1989)
 FG1612
 FG1612'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1612'RECOVERED IN GOOD CONDITION.
 FG1612
 FG1612                          STATION RECOVERY (1990)
 FG1612
 FG1612'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0771 ***********************************************************************
 FH0771  DESIGNATION -  N 295
 FH0771  PID         -  FH0771
 FH0771  STATE/COUNTY-  AR/FRANKLIN
 FH0771  USGS QUAD   -  MULBERRY (1987)
 FH0771
 FH0771                         *CURRENT SURVEY CONTROL
 FH0771  ___________________________________________________________________
 FH0771* NAD 83(1986)-  35 26 04.     (N)    094 03 39.     (W)     SCALED    
 FH0771* NAVD 88     -       227.710  (meters)     747.08   (feet)  ADJUSTED  
 FH0771  ___________________________________________________________________
 FH0771  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FH0771  DYNAMIC HT  -         227.497 (meters)     746.38  (feet)  COMP
 FH0771  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FH0771
 FH0771  VERT ORDER  -  FIRST     CLASS II
 FH0771
 FH0771.The horizontal coordinates were scaled from a topographic map and have
 FH0771.an estimated accuracy of +/- 6 seconds.
 FH0771
 FH0771.The orthometric height was determined by differential leveling
 FH0771.and adjusted by the National Geodetic Survey in June 1991..
 FH0771
 FH0771.The geoid height was determined by GEOID03.
 FH0771
 FH0771.The dynamic height is computed by dividing the NAVD 88
 FH0771.geopotential number by the normal gravity value computed on the
 FH0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0771.degrees latitude (g = 980.6199 gals.).
 FH0771
 FH0771.The modeled gravity was interpolated from observed gravity values.
 FH0771
 FH0771;                    North         East    Units  Estimated Accuracy
 FH0771;SPC AR N     -   124,120.      212,900.      MT  (+/- 180 meters Scaled)
 FH0771
 FH0771                          SUPERSEDED SURVEY CONTROL
 FH0771
 FH0771.No superseded survey control is available for this station.
 FH0771
 FH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV037217(NAD 83)
 FH0771_MARKER: DB = BENCH MARK DISK
 FH0771_SETTING: 66 = SET IN ROCK OUTCROP
 FH0771_SP_SET: ROCK OUTCROP
 FH0771_STAMPING: N 295 1984
 FH0771_MARK LOGO: NGS   
 FH0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0771+STABILITY: POSITION/ELEVATION WELL
 FH0771
 FH0771  HISTORY     - Date     Condition        Report By
 FH0771  HISTORY     - 1984     MONUMENTED       NGS
 FH0771  HISTORY     - 1987     GOOD             USPSQD
 FH0771  HISTORY     - 1989     GOOD             USPSQD
 FH0771  HISTORY     - 1990     GOOD             USPSQD
 FH0771
 FH0771                          STATION DESCRIPTION
 FH0771
 FH0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0771'12.3 KM (7.65 MI) WEST FROM CECIL.
 FH0771'12.3 KM (7.65 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0771'CECIL TO THE MARK ON THE RIGHT, A DISK SET IN AN OUTCROP OF BEDROCK,
 FH0771'10.03 METERS (32.9 FT) NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY
 FH0771'96, AND 2.77 METERS (9.1 FT) SOUTH-SOUTHEAST OF A FENCE.
 FH0771'THE MARK IS 0.64 METERS  E FROM A WITNESS POST.
 FH0771'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FH0771
 FH0771                          STATION RECOVERY (1987)
 FH0771
 FH0771'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0771'RECOVERED IN GOOD CONDITION.
 FH0771
 FH0771                          STATION RECOVERY (1989)
 FH0771
 FH0771'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0771'RECOVERED IN GOOD CONDITION.
 FH0771
 FH0771                          STATION RECOVERY (1990)
 FH0771
 FH0771'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1641 ***********************************************************************
 FG1641  DESIGNATION -  N 296
 FG1641  PID         -  FG1641
 FG1641  STATE/COUNTY-  AR/FRANKLIN
 FG1641  USGS QUAD   -  OZARK (1993)
 FG1641
 FG1641                         *CURRENT SURVEY CONTROL
 FG1641  ___________________________________________________________________
 FG1641* NAD 83(1986)-  35 28 49.     (N)    093 48 14.     (W)     SCALED    
 FG1641* NAVD 88     -       116.927  (meters)     383.62   (feet)  ADJUSTED  
 FG1641  ___________________________________________________________________
 FG1641  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FG1641  DYNAMIC HT  -         116.819 (meters)     383.26  (feet)  COMP
 FG1641  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FG1641
 FG1641  VERT ORDER  -  FIRST     CLASS II
 FG1641
 FG1641.The horizontal coordinates were scaled from a topographic map and have
 FG1641.an estimated accuracy of +/- 6 seconds.
 FG1641
 FG1641.The orthometric height was determined by differential leveling
 FG1641.and adjusted by the National Geodetic Survey in June 1991..
 FG1641
 FG1641.The geoid height was determined by GEOID03.
 FG1641
 FG1641.The dynamic height is computed by dividing the NAVD 88
 FG1641.geopotential number by the normal gravity value computed on the
 FG1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1641.degrees latitude (g = 980.6199 gals.).
 FG1641
 FG1641.The modeled gravity was interpolated from observed gravity values.
 FG1641
 FG1641;                    North         East    Units  Estimated Accuracy
 FG1641;SPC AR N     -   128,740.      236,310.      MT  (+/- 180 meters Scaled)
 FG1641
 FG1641                          SUPERSEDED SURVEY CONTROL
 FG1641
 FG1641.No superseded survey control is available for this station.
 FG1641
 FG1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV270266(NAD 83)
 FG1641_MARKER: I = METAL ROD
 FG1641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1641+WITH SETTING: INFORMATION.
 FG1641_SP_SET: SHALLOW SET METAL ROD
 FG1641_STAMPING: N 296 1984
 FG1641_MARK LOGO: NGS   
 FG1641_PROJECTION: FLUSH
 FG1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1641_ROD/PIPE-DEPTH: 2.74 meters
 FG1641
 FG1641  HISTORY     - Date     Condition        Report By
 FG1641  HISTORY     - 1984     MONUMENTED       NGS
 FG1641  HISTORY     - 1989     GOOD             USPSQD
 FG1641  HISTORY     - 1990     GOOD             USPSQD
 FG1641
 FG1641                          STATION DESCRIPTION
 FG1641
 FG1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1641'2.5 KM (1.55 MI) SE FROM OZARK.
 FG1641'0.2 KM (0.1 MI) SOUTH ALONG NORTH FIFTH STREET FROM THE POST OFFICE IN
 FG1641'OZARK, ALSO 2.3 KM (1.45 MI) EAST ALONG U.S. HIGHWAY 64 TO THE MARK ON
 FG1641'THE LEFT, 17.50 METERS (57.4 FT) NORTHEAST OF THE CENTERLINE OF
 FG1641'HIGHWAY 64, 13.08 METERS (42.9 FT) WEST-NORTHWEST OF THE SOUTHWEST
 FG1641'CORNER OF THE WOODEN PART OF A ONE LEVEL WOOD AND CINDER BLOCK
 FG1641'BUILDING, 5.82 METERS (19.1 FT) EAST-NORTHEAST OF THE SOUTHEAST END OF
 FG1641'A CONCRETE PIPE CULVERT UNDER THE DRIVE TO A FUEL STORAGE PLANT,
 FG1641'1.22 METERS (4.0 FT) EAST OF A POWERLINE POLE WITH A TRANSFORMER, AND
 FG1641'1.07 METERS (3.5 FT) SOUTHWEST OF A METAL POST WITH A CONCRETE BASE.
 FG1641'NOTE, ROD DRIVEN TO REFUSAL.
 FG1641'THE MARK IS 0.82 METERS  SW FROM A WITNESS POST.
 FG1641'THE MARK IS 0.30 M BELOW HIGHWAY 64.
 FG1641
 FG1641                          STATION RECOVERY (1989)
 FG1641
 FG1641'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1641'RECOVERED IN GOOD CONDITION.
 FG1641
 FG1641                          STATION RECOVERY (1990)
 FG1641
 FG1641'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0795 ***********************************************************************
 FH0795  DESIGNATION -  N 297
 FH0795  PID         -  FH0795
 FH0795  STATE/COUNTY-  AR/SEBASTIAN
 FH0795  USGS QUAD   -  BARLING (1987)
 FH0795
 FH0795                         *CURRENT SURVEY CONTROL
 FH0795  ___________________________________________________________________
 FH0795* NAD 83(1986)-  35 20 07.     (N)    094 18 52.     (W)     SCALED    
 FH0795* NAVD 88     -       143.761  (meters)     471.66   (feet)  ADJUSTED  
 FH0795  ___________________________________________________________________
 FH0795  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FH0795  DYNAMIC HT  -         143.625 (meters)     471.21  (feet)  COMP
 FH0795  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FH0795
 FH0795  VERT ORDER  -  FIRST     CLASS II
 FH0795
 FH0795.The horizontal coordinates were scaled from a topographic map and have
 FH0795.an estimated accuracy of +/- 6 seconds.
 FH0795
 FH0795.The orthometric height was determined by differential leveling
 FH0795.and adjusted by the National Geodetic Survey in June 1991..
 FH0795
 FH0795.The geoid height was determined by GEOID03.
 FH0795
 FH0795.The dynamic height is computed by dividing the NAVD 88
 FH0795.geopotential number by the normal gravity value computed on the
 FH0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0795.degrees latitude (g = 980.6199 gals.).
 FH0795
 FH0795.The modeled gravity was interpolated from observed gravity values.
 FH0795
 FH0795;                    North         East    Units  Estimated Accuracy
 FH0795;SPC AR N     -   113,630.      189,620.      MT  (+/- 180 meters Scaled)
 FH0795
 FH0795                          SUPERSEDED SURVEY CONTROL
 FH0795
 FH0795.No superseded survey control is available for this station.
 FH0795
 FH0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV805110(NAD 83)
 FH0795_MARKER: I = METAL ROD
 FH0795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0795+WITH SETTING: INFORMATION.
 FH0795_SP_SET: SHALLOW SET METAL ROD
 FH0795_STAMPING: N 297 1984
 FH0795_MARK LOGO: NGS   
 FH0795_PROJECTION: FLUSH
 FH0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0795_ROD/PIPE-DEPTH: 2.59 meters
 FH0795
 FH0795  HISTORY     - Date     Condition        Report By
 FH0795  HISTORY     - 1984     MONUMENTED       NGS
 FH0795  HISTORY     - 1989     GOOD             USPSQD
 FH0795
 FH0795                          STATION DESCRIPTION
 FH0795
 FH0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0795'1.4 KM (0.85 MI) NW FROM BARLING.
 FH0795'1.4 KM (0.85 MI) NORTHWEST ALONG STATE ROUTE 22 FROM THE POST OFFICE
 FH0795'IN BARLING TO THE JUNCTION OF STROZIER LANE ON THE LEFT THE MARK IS ON
 FH0795'THE RIGHT, 13.44 METERS (44.1 FT) NORTHEAST OF THE CENTERLINE OF
 FH0795'HIGHWAY 22, 29.78 METERS (97.7 FT) WEST OF THE CENTERLINE STROZIER
 FH0795'LANE, 16.61 METERS (54.5 FT) WEST OF THE CORNER FENCE POST, AND
 FH0795'0.46 METERS (1.5 FT) SOUTHWEST OF A FENCE.  NOTE, ROD DRIVEN TO
 FH0795'REFUSAL.
 FH0795'THE MARK IS 0.49 METERS  W FROM A WITNESS POST.
 FH0795'THE MARK IS ABOVE LEVEL WITH HIGHWAY 22.
 FH0795
 FH0795                          STATION RECOVERY (1989)
 FH0795
 FH0795'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0818 ***********************************************************************
 FH0818  DESIGNATION -  N 298
 FH0818  PID         -  FH0818
 FH0818  STATE/COUNTY-  AR/SEBASTIAN
 FH0818  USGS QUAD   -  GREENWOOD (1987)
 FH0818
 FH0818                         *CURRENT SURVEY CONTROL
 FH0818  ___________________________________________________________________
 FH0818* NAD 83(1986)-  35 14 19.     (N)    094 20 01.     (W)     SCALED    
 FH0818* NAVD 88     -       157.366  (meters)     516.29   (feet)  ADJUSTED  
 FH0818  ___________________________________________________________________
 FH0818  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FH0818  DYNAMIC HT  -         157.214 (meters)     515.79  (feet)  COMP
 FH0818  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 FH0818
 FH0818  VERT ORDER  -  FIRST     CLASS II
 FH0818
 FH0818.The horizontal coordinates were scaled from a topographic map and have
 FH0818.an estimated accuracy of +/- 6 seconds.
 FH0818
 FH0818.The orthometric height was determined by differential leveling
 FH0818.and adjusted by the National Geodetic Survey in June 1991..
 FH0818
 FH0818.The geoid height was determined by GEOID03.
 FH0818
 FH0818.The dynamic height is computed by dividing the NAVD 88
 FH0818.geopotential number by the normal gravity value computed on the
 FH0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0818.degrees latitude (g = 980.6199 gals.).
 FH0818
 FH0818.The modeled gravity was interpolated from observed gravity values.
 FH0818
 FH0818;                    North         East    Units  Estimated Accuracy
 FH0818;SPC AR N     -   102,950.      187,620.      MT  (+/- 180 meters Scaled)
 FH0818
 FH0818                          SUPERSEDED SURVEY CONTROL
 FH0818
 FH0818.No superseded survey control is available for this station.
 FH0818
 FH0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV786003(NAD 83)
 FH0818_MARKER: I = METAL ROD
 FH0818_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0818+WITH SETTING: INFORMATION.
 FH0818_SP_SET: SHALLOW SET METAL ROD
 FH0818_STAMPING: N 298 1985
 FH0818_MARK LOGO: NGS   
 FH0818_PROJECTION: FLUSH
 FH0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0818_ROD/PIPE-DEPTH: 2.4  meters
 FH0818
 FH0818  HISTORY     - Date     Condition        Report By
 FH0818  HISTORY     - 1985     MONUMENTED       NGS
 FH0818  HISTORY     - 1987     GOOD             USPSQD
 FH0818  HISTORY     - 1988     GOOD             USPSQD
 FH0818  HISTORY     - 1989     GOOD             USPSQD
 FH0818  HISTORY     - 1990     GOOD             USPSQD
 FH0818
 FH0818                          STATION DESCRIPTION
 FH0818
 FH0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0818'20.6 KM (12.75 MI) SSE FROM FORT SMITH.
 FH0818'20.6 KM (12.75 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE
 FH0818'JUNCTION OF U.S. HIGHWAY 64 IN FORT SMITH, AT THE JUNCTION OF COUNTY
 FH0818'ROAD 56 LEADING EAST, 0.72 KM (0.45 MI) SOUTHEAST OF OLD JINNY LIND
 FH0818'ROAD, AT THE SOUTHEAST CORNER OF A CYLONE FENCE ENCLOSURE OF A PRIVATE
 FH0818'YARD, 18.4 METERS (60.4 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 FH0818'HIGHWAY 71, 11.9 METERS (39.0 FT) NORTHWEST OF THE APPROXIMATE CENTER
 FH0818'OF AN ASPHALT ROAD LEADING WEST-SOUTHWEST, 0.36 METERS (1.02 FT)
 FH0818'SOUTHEAST OF A METAL CORNER FENCE POST, 9.0 METERS (29.6 FT) EAST OF A
 FH0818'3-INCH PINE TREE, 13.1 METERS (43.0 FT) EAST-NORTHEAST OF THE
 FH0818'NORTHEAST END OF A 30-INCH PIPE CULVERT UNDER A PRIVATE DRIVEWAY,
 FH0818'11.9 METERS (39.0 FT) WEST-SOUTHWEST OF MR. GULLIROYS MAIL BOX LOCATED
 FH0818'AT ROUTE 2 BOX 348-L, AND 16.8 METERS (55.0 FT) NORTH-NORTHEAST OF THE
 FH0818'APPROXIMATE CENTER OF THE DRIVE TO THE GULLIROYS RESIDENCE.  NOTE,
 FH0818'DRIVEN TO REFUSAL.
 FH0818'THE MARK IS 0.31 METERS  ESE FROM A WITNESS POST.
 FH0818'THE MARK IS 1.2 M ABOVE HIGHWAY 71.
 FH0818
 FH0818                          STATION RECOVERY (1987)
 FH0818
 FH0818'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0818'RECOVERED IN GOOD CONDITION.
 FH0818
 FH0818                          STATION RECOVERY (1988)
 FH0818
 FH0818'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0818'RECOVERED IN GOOD CONDITION.
 FH0818
 FH0818                          STATION RECOVERY (1989)
 FH0818
 FH0818'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0818'RECOVERED IN GOOD CONDITION.
 FH0818
 FH0818                          STATION RECOVERY (1990)
 FH0818
 FH0818'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0675 ***********************************************************************
 EK0675  DESIGNATION -  N 299
 EK0675  PID         -  EK0675
 EK0675  STATE/COUNTY-  AR/SCOTT
 EK0675  USGS QUAD   -  WALDRON (1983)
 EK0675
 EK0675                         *CURRENT SURVEY CONTROL
 EK0675  ___________________________________________________________________
 EK0675* NAD 83(1986)-  34 58 08.     (N)    094 05 41.     (W)     SCALED    
 EK0675* NAVD 88     -       230.865  (meters)     757.43   (feet)  ADJUSTED  
 EK0675  ___________________________________________________________________
 EK0675  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 EK0675  DYNAMIC HT  -         230.630 (meters)     756.66  (feet)  COMP
 EK0675  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 EK0675
 EK0675  VERT ORDER  -  FIRST     CLASS II
 EK0675
 EK0675.The horizontal coordinates were scaled from a topographic map and have
 EK0675.an estimated accuracy of +/- 6 seconds.
 EK0675
 EK0675.The orthometric height was determined by differential leveling
 EK0675.and adjusted by the National Geodetic Survey in June 1991..
 EK0675
 EK0675.The geoid height was determined by GEOID03.
 EK0675
 EK0675.The dynamic height is computed by dividing the NAVD 88
 EK0675.geopotential number by the normal gravity value computed on the
 EK0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0675.degrees latitude (g = 980.6199 gals.).
 EK0675
 EK0675.The modeled gravity was interpolated from observed gravity values.
 EK0675
 EK0675;                    North         East    Units  Estimated Accuracy
 EK0675;SPC AR N     -    72,550.      208,720.      MT  (+/- 180 meters Scaled)
 EK0675
 EK0675                          SUPERSEDED SURVEY CONTROL
 EK0675
 EK0675.No superseded survey control is available for this station.
 EK0675
 EK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU000701(NAD 83)
 EK0675_MARKER: I = METAL ROD
 EK0675_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0675+WITH SETTING: INFORMATION.
 EK0675_SP_SET: SHALLOW SET METAL ROD
 EK0675_STAMPING: N 299 1985
 EK0675_MARK LOGO: NGS   
 EK0675_PROJECTION: FLUSH
 EK0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0675_ROD/PIPE-DEPTH: 1.8  meters
 EK0675
 EK0675  HISTORY     - Date     Condition        Report By
 EK0675  HISTORY     - 1985     MONUMENTED       NGS
 EK0675  HISTORY     - 1987     GOOD             USPSQD
 EK0675  HISTORY     - 1987     GOOD             USPSQD
 EK0675  HISTORY     - 1988     GOOD             USPSQD
 EK0675  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EK0675
 EK0675                          STATION DESCRIPTION
 EK0675
 EK0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0675'9.4 KM (5.85 MI) NORTH FROM WALDRON.
 EK0675'4.2 KM (2.65 MI) NORTH ALONG U.S. HIGHWAY 71 B (BUSINESS ROUTE) FROM
 EK0675'THE JUNCTION OF STATE ROUTE 80 (EAST CHURCH STREET) IN WALDRON, THENCE
 EK0675'5.2 KM (3.2 MI) NORTH ALONG U.S. HIGHWAY 71, AT A DIRT ROAD LEADING
 EK0675'EAST, NEAR THE SOUTH EDGE OF A LOW HILL, SET BETWEEN TWO WITNESS
 EK0675'POSTS, 18.4 METERS (60.2 FT) EAST OF THE CENTERLINE OF HIGHWAY 71,
 EK0675'8.0 METERS (26.2 FT) NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD,
 EK0675'0.51 METERS (1.7 FT) WEST OF A FENCE LINE, 0.61 METERS (2.0 FT)
 EK0675'NORTHWEST OF A CORNER FENCE POST, AND 3.4 METERS (11.2 FT) NORTHEAST
 EK0675'OF A STOP SIGN SUPPORT POST.  NOTE, DRIVEN TO REFUSAL.
 EK0675'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EK0675'THE MARK IS 0.31 M BELOW HIGHWAY.
 EK0675
 EK0675                          STATION RECOVERY (1987)
 EK0675
 EK0675'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0675'RECOVERED IN GOOD CONDITION.
 EK0675
 EK0675                          STATION RECOVERY (1987)
 EK0675
 EK0675'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0675'RECOVERED IN GOOD CONDITION.
 EK0675
 EK0675                          STATION RECOVERY (1988)
 EK0675
 EK0675'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0675'RECOVERED IN GOOD CONDITION.
 EK0675
 EK0675                          STATION RECOVERY (1989)
 EK0675
 EK0675'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1005 ***********************************************************************
 FG1005  DESIGNATION -  N 30
 FG1005  PID         -  FG1005
 FG1005  STATE/COUNTY-  AR/JOHNSON
 FG1005  USGS QUAD   -  DELAWARE (1993)
 FG1005
 FG1005                         *CURRENT SURVEY CONTROL
 FG1005  ___________________________________________________________________
 FG1005* NAD 83(1986)-  35 20 17.     (N)    093 19 03.     (W)     SCALED    
 FG1005* NAVD 88     -       109.829  (meters)     360.33   (feet)  ADJUSTED  
 FG1005  ___________________________________________________________________
 FG1005  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FG1005  DYNAMIC HT  -         109.725 (meters)     359.99  (feet)  COMP
 FG1005  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 FG1005
 FG1005  VERT ORDER  -  FIRST     CLASS II
 FG1005
 FG1005.The horizontal coordinates were scaled from a topographic map and have
 FG1005.an estimated accuracy of +/- 6 seconds.
 FG1005
 FG1005.The orthometric height was determined by differential leveling
 FG1005.and adjusted by the National Geodetic Survey in June 1991..
 FG1005
 FG1005.The geoid height was determined by GEOID03.
 FG1005
 FG1005.The dynamic height is computed by dividing the NAVD 88
 FG1005.geopotential number by the normal gravity value computed on the
 FG1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1005.degrees latitude (g = 980.6199 gals.).
 FG1005
 FG1005.The modeled gravity was interpolated from observed gravity values.
 FG1005
 FG1005;                    North         East    Units  Estimated Accuracy
 FG1005;SPC AR N     -   112,270.      280,240.      MT  (+/- 180 meters Scaled)
 FG1005
 FG1005                          SUPERSEDED SURVEY CONTROL
 FG1005
 FG1005  NGVD 29 (??/??/92)  109.814  (m)          360.28   (f) ADJ UNCH    1 2
 FG1005
 FG1005.Superseded values are not recommended for survey control.
 FG1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1005.See file dsdata.txt to determine how the superseded data were derived.
 FG1005
 FG1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV711105(NAD 83)
 FG1005_MARKER: DB = BENCH MARK DISK
 FG1005_SETTING: 66 = SET IN ROCK OUTCROP
 FG1005_SP_SET: SET IN ROCK OUTCROP
 FG1005_STAMPING: 360.281 N 30 1932
 FG1005_MARK LOGO: CGS   
 FG1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1005+STABILITY: POSITION/ELEVATION WELL
 FG1005
 FG1005  HISTORY     - Date     Condition        Report By
 FG1005  HISTORY     - 1932     MONUMENTED       CGS
 FG1005  HISTORY     - 1984     POOR             NGS
 FG1005
 FG1005                          STATION DESCRIPTION
 FG1005
 FG1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG1005'0.7 MI E FROM PINEY.
 FG1005'ON THE MISSOURI PACIFIC R. R. AT MILE POLE 429/ 16 1/2 POLES, 25 FEET
 FG1005'N. OF TRACK.  IN POPE COUNTY, ABOUT 0.7 MILE EAST ALONG THE MISSOURI
 FG1005'PACIFIC RR FROM PINEY, JOHNSON COUNTY, ABOUT 16 1/2 POLES WEST OF
 FG1005'MILEPOST 429, 25 FEET NORTH OF THE TRACK, AND IN A ROCK OUTCROP.  A
 FG1005'STANDARD DISK STAMPED 360.281 N 30 1932.
 FG1005
 FG1005                          STATION RECOVERY (1984)
 FG1005
 FG1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1005'NOT LEVELED TO THIS SURVEY.  THE DISK WAS FOUND MUTILATED, POUNDED,
 FG1005'AND IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0702 ***********************************************************************
 EK0702  DESIGNATION -  N 300
 EK0702  PID         -  EK0702
 EK0702  STATE/COUNTY-  AR/POLK
 EK0702  USGS QUAD   -  ACORN (1975)
 EK0702
 EK0702                         *CURRENT SURVEY CONTROL
 EK0702  ___________________________________________________________________
 EK0702* NAD 83(1986)-  34 40 37.     (N)    094 09 57.     (W)     SCALED    
 EK0702* NAVD 88     -       407.101  (meters)    1335.63   (feet)  ADJUSTED  
 EK0702  ___________________________________________________________________
 EK0702  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EK0702  DYNAMIC HT  -         406.659 (meters)    1334.18  (feet)  COMP
 EK0702  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 EK0702
 EK0702  VERT ORDER  -  FIRST     CLASS II
 EK0702
 EK0702.The horizontal coordinates were scaled from a topographic map and have
 EK0702.an estimated accuracy of +/- 6 seconds.
 EK0702
 EK0702.The orthometric height was determined by differential leveling
 EK0702.and adjusted by the National Geodetic Survey in June 1991..
 EK0702
 EK0702.The geoid height was determined by GEOID03.
 EK0702
 EK0702.The dynamic height is computed by dividing the NAVD 88
 EK0702.geopotential number by the normal gravity value computed on the
 EK0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0702.degrees latitude (g = 980.6199 gals.).
 EK0702
 EK0702.The modeled gravity was interpolated from observed gravity values.
 EK0702
 EK0702;                    North         East    Units  Estimated Accuracy
 EK0702;SPC AR S     -   625,070.      201,530.      MT  (+/- 180 meters Scaled)
 EK0702
 EK0702                          SUPERSEDED SURVEY CONTROL
 EK0702
 EK0702.No superseded survey control is available for this station.
 EK0702
 EK0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU931378(NAD 83)
 EK0702_MARKER: I = METAL ROD
 EK0702_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0702+WITH SETTING: INFORMATION.
 EK0702_SP_SET: SHALLOW SET METAL ROD
 EK0702_STAMPING: N 300 1985
 EK0702_MARK LOGO: NGS   
 EK0702_PROJECTION: FLUSH
 EK0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0702_ROD/PIPE-DEPTH: 2.1  meters
 EK0702
 EK0702  HISTORY     - Date     Condition        Report By
 EK0702  HISTORY     - 1985     MONUMENTED       NGS
 EK0702  HISTORY     - 1987     GOOD             USPSQD
 EK0702  HISTORY     - 1987     GOOD             USPSQD
 EK0702  HISTORY     - 1988     GOOD             USPSQD
 EK0702  HISTORY     - 1989     GOOD             USPSQD
 EK0702  HISTORY     - 1990     GOOD             USPSQD
 EK0702
 EK0702                          STATION DESCRIPTION
 EK0702
 EK0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0702'23.4 KM (14.5 MI) SSW FROM BOLES.
 EK0702'23.4 KM (14.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0702'IN BOLES, AT A SIGN (LEAVING OUACHITA NATIONAL FOREST), 15.2 METERS
 EK0702'(50.0 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY 71, 2.0 METERS
 EK0702'(6.7 FT) NORTHEAST OF THE NORTHEAST EDGE OF A STONE BASE OF A FOREST
 EK0702'SIGN, 8.4 METERS (27.5 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST,
 EK0702'AND 6.3 METERS (20.6 FT) SOUTH-SOUTHEAST OF A TWIN TRUNK 20-INCH OAK
 EK0702'TREE.  NOTE, DRIVEN TO REFUSAL.
 EK0702'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 EK0702'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 EK0702
 EK0702                          STATION RECOVERY (1987)
 EK0702
 EK0702'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0702'RECOVERED IN GOOD CONDITION.
 EK0702
 EK0702                          STATION RECOVERY (1987)
 EK0702
 EK0702'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0702'RECOVERED IN GOOD CONDITION.
 EK0702
 EK0702                          STATION RECOVERY (1988)
 EK0702
 EK0702'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0702'RECOVERED IN GOOD CONDITION.
 EK0702
 EK0702                          STATION RECOVERY (1989)
 EK0702
 EK0702'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0702'RECOVERED IN GOOD CONDITION.
 EK0702
 EK0702                          STATION RECOVERY (1990)
 EK0702
 EK0702'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0729 ***********************************************************************
 EK0729  DESIGNATION -  N 301
 EK0729  PID         -  EK0729
 EK0729  STATE/COUNTY-  AR/POLK
 EK0729  USGS QUAD   -  COVE (1984)
 EK0729
 EK0729                         *CURRENT SURVEY CONTROL
 EK0729  ___________________________________________________________________
 EK0729* NAD 83(1986)-  34 24 06.     (N)    094 24 21.     (W)     SCALED    
 EK0729* NAVD 88     -       290.139  (meters)     951.90   (feet)  ADJUSTED  
 EK0729  ___________________________________________________________________
 EK0729  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 EK0729  DYNAMIC HT  -         289.827 (meters)     950.87  (feet)  COMP
 EK0729  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 EK0729
 EK0729  VERT ORDER  -  FIRST     CLASS II
 EK0729
 EK0729.The horizontal coordinates were scaled from a topographic map and have
 EK0729.an estimated accuracy of +/- 6 seconds.
 EK0729
 EK0729.The orthometric height was determined by differential leveling
 EK0729.and adjusted by the National Geodetic Survey in June 1991..
 EK0729
 EK0729.The geoid height was determined by GEOID03.
 EK0729
 EK0729.The dynamic height is computed by dividing the NAVD 88
 EK0729.geopotential number by the normal gravity value computed on the
 EK0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0729.degrees latitude (g = 980.6199 gals.).
 EK0729
 EK0729.The modeled gravity was interpolated from observed gravity values.
 EK0729
 EK0729;                    North         East    Units  Estimated Accuracy
 EK0729;SPC AR S     -   595,030.      178,820.      MT  (+/- 180 meters Scaled)
 EK0729
 EK0729                          SUPERSEDED SURVEY CONTROL
 EK0729
 EK0729.No superseded survey control is available for this station.
 EK0729
 EK0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU707075(NAD 83)
 EK0729_MARKER: DB = BENCH MARK DISK
 EK0729_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0729_SP_SET: BRIDGE ABUTMENT
 EK0729_STAMPING: N 301 1985
 EK0729_MARK LOGO: NGS   
 EK0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0729
 EK0729  HISTORY     - Date     Condition        Report By
 EK0729  HISTORY     - 1985     MONUMENTED       NGS
 EK0729  HISTORY     - 1987     GOOD             USPSQD
 EK0729  HISTORY     - 1988     GOOD             USPSQD
 EK0729  HISTORY     - 1989     GOOD             USPSQD
 EK0729  HISTORY     - 1990     GOOD             USPSQD
 EK0729
 EK0729                          STATION DESCRIPTION
 EK0729
 EK0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0729'4.0 KM (2.5 MI) SOUTH FROM COVE.
 EK0729'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 EK0729'BARTON AVENUE IN COVE, SET IN TOP OF THE WEST END OF THE SOUTH
 EK0729'ABUTMENT OF THE HIGHWAY 71 BRIDGE OVER BARREN CREEK, AND 5.5 METERS
 EK0729'(18.1 FT) WEST OF THE CENTERLINE OF HIGHWAY 71.
 EK0729'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0729
 EK0729                          STATION RECOVERY (1987)
 EK0729
 EK0729'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0729'RECOVERED IN GOOD CONDITION.
 EK0729
 EK0729                          STATION RECOVERY (1988)
 EK0729
 EK0729'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0729'RECOVERED IN GOOD CONDITION.
 EK0729
 EK0729                          STATION RECOVERY (1989)
 EK0729
 EK0729'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0729'RECOVERED IN GOOD CONDITION.
 EK0729
 EK0729                          STATION RECOVERY (1990)
 EK0729
 EK0729'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0757 ***********************************************************************
 EK0757  DESIGNATION -  N 302
 EK0757  PID         -  EK0757
 EK0757  STATE/COUNTY-  AR/SEVIER
 EK0757  USGS QUAD   -  DE QUEEN (1966)
 EK0757
 EK0757                         *CURRENT SURVEY CONTROL
 EK0757  ___________________________________________________________________
 EK0757* NAD 83(1986)-  34 07 17.     (N)    094 18 44.     (W)     SCALED    
 EK0757* NAVD 88     -       192.228  (meters)     630.67   (feet)  ADJUSTED  
 EK0757  ___________________________________________________________________
 EK0757  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 EK0757  DYNAMIC HT  -         192.033 (meters)     630.03  (feet)  COMP
 EK0757  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 EK0757
 EK0757  VERT ORDER  -  FIRST     CLASS II
 EK0757
 EK0757.The horizontal coordinates were scaled from a topographic map and have
 EK0757.an estimated accuracy of +/- 6 seconds.
 EK0757
 EK0757.The orthometric height was determined by differential leveling
 EK0757.and adjusted by the National Geodetic Survey in June 1991..
 EK0757
 EK0757.The geoid height was determined by GEOID03.
 EK0757
 EK0757.The dynamic height is computed by dividing the NAVD 88
 EK0757.geopotential number by the normal gravity value computed on the
 EK0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0757.degrees latitude (g = 980.6199 gals.).
 EK0757
 EK0757.The modeled gravity was interpolated from observed gravity values.
 EK0757
 EK0757;                    North         East    Units  Estimated Accuracy
 EK0757;SPC AR S     -   563,760.      186,730.      MT  (+/- 180 meters Scaled)
 EK0757
 EK0757                          SUPERSEDED SURVEY CONTROL
 EK0757
 EK0757.No superseded survey control is available for this station.
 EK0757
 EK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT789763(NAD 83)
 EK0757_MARKER: DB = BENCH MARK DISK
 EK0757_SETTING: 66 = SET IN ROCK OUTCROP
 EK0757_SP_SET: ROCK OUTCROP
 EK0757_STAMPING: N 302 1985
 EK0757_MARK LOGO: NGS   
 EK0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0757+STABILITY: POSITION/ELEVATION WELL
 EK0757
 EK0757  HISTORY     - Date     Condition        Report By
 EK0757  HISTORY     - 1985     MONUMENTED       NGS
 EK0757  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EK0757
 EK0757                          STATION DESCRIPTION
 EK0757
 EK0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0757'7.8 KM (4.6 MI) SOUTH FROM GILLHAM.
 EK0757'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD (OLD HIGHWAY 71) FROM THE
 EK0757'POST OFFICE IN GILLHAM, THENCE 7.76 KM (4.6 MI) SOUTH ALONG U.S.
 EK0757'HIGHWAY 71, SET IN THE WEST EDGE OF A 2 BY 2 FEET OUTCROP, FLUSH, ALSO
 EK0757'9.0 KM (5.6 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF U.S.
 EK0757'HIGHWAY 70 IN DE QUEEN, AND 8.05 METERS (26.4 FT) WEST OF THE
 EK0757'CENTERLINE OF THE HIGHWAY.
 EK0757'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EK0757'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0757
 EK0757                          STATION RECOVERY (1988)
 EK0757
 EK0757'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1065 ***********************************************************************
 DM1065  DESIGNATION -  N 303
 DM1065  PID         -  DM1065
 DM1065  STATE/COUNTY-  AR/LITTLE RIVER
 DM1065  USGS QUAD   -  ARKINDA (1975)
 DM1065
 DM1065                         *CURRENT SURVEY CONTROL
 DM1065  ___________________________________________________________________
 DM1065* NAD 83(1986)-  33 50 06.     (N)    094 22 34.     (W)     SCALED    
 DM1065* NAVD 88     -       102.352  (meters)     335.80   (feet)  ADJUSTED  
 DM1065  ___________________________________________________________________
 DM1065  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DM1065  DYNAMIC HT  -         102.247 (meters)     335.46  (feet)  COMP
 DM1065  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 DM1065
 DM1065  VERT ORDER  -  FIRST     CLASS II
 DM1065
 DM1065.The horizontal coordinates were scaled from a topographic map and have
 DM1065.an estimated accuracy of +/- 6 seconds.
 DM1065
 DM1065.The orthometric height was determined by differential leveling
 DM1065.and adjusted by the National Geodetic Survey in June 1991..
 DM1065
 DM1065.The geoid height was determined by GEOID03.
 DM1065
 DM1065.The dynamic height is computed by dividing the NAVD 88
 DM1065.geopotential number by the normal gravity value computed on the
 DM1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1065.degrees latitude (g = 980.6199 gals.).
 DM1065
 DM1065.The modeled gravity was interpolated from observed gravity values.
 DM1065
 DM1065;                    North         East    Units  Estimated Accuracy
 DM1065;SPC AR S     -   532,130.      180,100.      MT  (+/- 180 meters Scaled)
 DM1065
 DM1065                          SUPERSEDED SURVEY CONTROL
 DM1065
 DM1065.No superseded survey control is available for this station.
 DM1065
 DM1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT726447(NAD 83)
 DM1065_MARKER: I = METAL ROD
 DM1065_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1065+WITH SETTING: INFORMATION.
 DM1065_SP_SET: SHALLOW SET METAL ROD
 DM1065_STAMPING: N 303 1985
 DM1065_MARK LOGO: NGS   
 DM1065_PROJECTION: FLUSH
 DM1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1065_ROD/PIPE-DEPTH: 2.1  meters
 DM1065
 DM1065  HISTORY     - Date     Condition        Report By
 DM1065  HISTORY     - 1985     MONUMENTED       NGS
 DM1065  HISTORY     - 1987     GOOD             USPSQD
 DM1065  HISTORY     - 1989     GOOD             USPSQD
 DM1065  HISTORY     - 1990     GOOD             USPSQD
 DM1065  HISTORY     - 19920823 GOOD             USPSQD
 DM1065
 DM1065                          STATION DESCRIPTION
 DM1065
 DM1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1065'1.2 KM (0.75 MI) EAST FROM CROSS ROADS.
 DM1065'1.2 KM (0.75 MI) EAST ALONG STATE ROUTE 234 FROM THE JUNCTION OF STATE
 DM1065'ROUTE 41 IN CROSS ROADS, ALSO 2.5 KM (1.55 MI) WEST ALONG STATE ROUTE
 DM1065'234 FROM THE POST OFFICE IN WINTHROP, AT A POWERLINE CROSSING THE
 DM1065'HIGHWAY, 11.5 METERS (37.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DM1065'5.2 METERS (17.0 FT) WEST OF THE APPROXIMATE CENTER OF THE WEST DRIVE
 DM1065'TO A SMALL CEMENT BLOCK HOUSE, 0.91 METERS (3.0 FT) SOUTH OF A FENCE
 DM1065'LINE, AND 1.5 METERS (4.8 FT) SOUTHWEST OF A CORNER FENCE POST.  NOTE,
 DM1065'DRIVEN TO REFUSAL.
 DM1065'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 DM1065'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1065
 DM1065                          STATION RECOVERY (1987)
 DM1065
 DM1065'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1065'RECOVERED IN GOOD CONDITION.
 DM1065
 DM1065                          STATION RECOVERY (1989)
 DM1065
 DM1065'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1065'RECOVERED IN GOOD CONDITION.
 DM1065
 DM1065                          STATION RECOVERY (1990)
 DM1065
 DM1065'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1065'RECOVERED IN GOOD CONDITION.
 DM1065
 DM1065                          STATION RECOVERY (1992)
 DM1065
 DM1065'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2635 ***********************************************************************
 EH2635  DESIGNATION -  N 305
 EH2635  PID         -  EH2635
 EH2635  STATE/COUNTY-  AR/DESHA
 EH2635  USGS QUAD   -  SNOW LAKE (1967)
 EH2635
 EH2635                         *CURRENT SURVEY CONTROL
 EH2635  ___________________________________________________________________
 EH2635* NAD 83(1997)-  34 03 12.81408(N)    091 03 23.08414(W)     ADJUSTED  
 EH2635* NAVD 88     -        51.033  (meters)     167.43   (feet)  ADJUSTED  
 EH2635  ___________________________________________________________________
 EH2635  X           -     -97,529.974 (meters)                     COMP
 EH2635  Y           -  -5,289,055.086 (meters)                     COMP
 EH2635  Z           -   3,551,384.050 (meters)                     COMP
 EH2635  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 EH2635  ELLIP HEIGHT-          24.56  (meters)          (11/18/03) GPS OBS
 EH2635  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH2635  DYNAMIC HT  -          50.982 (meters)     167.26  (feet)  COMP
 EH2635  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 EH2635
 EH2635  HORZ ORDER  -  B
 EH2635  VERT ORDER  -  FIRST     CLASS II
 EH2635  ELLP ORDER  -  FOURTH    CLASS I
 EH2635
 EH2635.The horizontal coordinates were established by GPS observations
 EH2635.and adjusted by the National Geodetic Survey in November 2003..
 EH2635
 EH2635.The orthometric height was determined by differential leveling
 EH2635.and adjusted by the National Geodetic Survey in June 1991..
 EH2635
 EH2635.Photographs are available for this station.
 EH2635
 EH2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2635
 EH2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2635
 EH2635.The ellipsoidal height was determined by GPS observations
 EH2635.and is referenced to NAD 83.
 EH2635
 EH2635.The geoid height was determined by GEOID03.
 EH2635
 EH2635.The dynamic height is computed by dividing the NAVD 88
 EH2635.geopotential number by the normal gravity value computed on the
 EH2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2635.degrees latitude (g = 980.6199 gals.).
 EH2635
 EH2635.The modeled gravity was interpolated from observed gravity values.
 EH2635
 EH2635;                    North         East     Units Scale Factor Converg.
 EH2635;SPC AR S     -   554,224.743   487,110.071   MT  0.99991853   +0 31 41.2
 EH2635;SPC AR S     - 1,818,319.01  1,598,126.96   sFT  0.99991853   +0 31 41.2
 EH2635;UTM  15      - 3,769,798.704   679,386.321   MT  0.99999669   +1 05 19.1
 EH2635
 EH2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2635!SPC AR S     -   0.99999614  x   0.99991853  =   0.99991467
 EH2635!UTM  15      -   0.99999614  x   0.99999669  =   0.99999283
 EH2635
 EH2635                          SUPERSEDED SURVEY CONTROL
 EH2635
 EH2635  NAD 83(1997)-  34 03 12.81531(N)    091 03 23.08432(W) AD(       ) 2
 EH2635  ELLIP H (09/14/99)   24.80   (m)                       GP(       ) 4 1
 EH2635  NAD 83(1997)-  34 03 12.81659(N)    091 03 23.08299(W) AD(       ) 2
 EH2635  NAD 83(1986)-  34 03 12.82371(N)    091 03 23.08062(W) AD(       ) 2
 EH2635  NGVD 29 (??/??/??)   51.081  (m)          167.59   (f) ADJUSTED    1 2
 EH2635
 EH2635.Superseded values are not recommended for survey control.
 EH2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2635.See file dsdata.txt to determine how the superseded data were derived.
 EH2635
 EH2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7938669799(NAD 83)
 EH2635_MARKER: I = METAL ROD
 EH2635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2635_SP_SET: STAINLESS STEEL ROD
 EH2635_STAMPING: N 305 1985
 EH2635_MARK LOGO: NGS   
 EH2635_PROJECTION: RECESSED 5 CENTIMETERS
 EH2635_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2635+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 EH2635_ROD/PIPE-DEPTH: 23.2 meters
 EH2635
 EH2635  HISTORY     - Date     Condition        Report By
 EH2635  HISTORY     - 1985     MONUMENTED       NGS
 EH2635  HISTORY     - 1985     GOOD             NGS
 EH2635  HISTORY     - 20001011 GOOD             USE
 EH2635  HISTORY     - 20020723 GOOD             PYBURN
 EH2635
 EH2635                          STATION DESCRIPTION
 EH2635
 EH2635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2635'THE STATION IS LOCATED ABOUT 3.2 (2 MI) WEST-SOUTHWEST OF
 EH2635'SNOW LAKE, 1.6 KM (1 MI) NORTH OF JUNCTION OF THE LEVEE
 EH2635'WITH THE MISSISSIPPI PACIFIC RAILROAD, JUST NORTHEAST OF
 EH2635'A LEVEE JUNCTION, ALONG A DIRT ROAD ALONG SIDE THE LEVEE,
 EH2635'IN T 7 S, R 1 E, CENTER OF SECTION 30. OWNERSHIP--LACONIA
 EH2635'CIRCLE SPECIAL DRAINAGE DISTRICT OF DESHA COUNTY, ARKANSAS,
 EH2635'C/O JAMES N. SMITH, ATT., PO BOX 381, MCGEHEE AR 71654,
 EH2635'PHONE 501-222-3456.
 EH2635'
 EH2635'TO REACH FROM THE END OF THE PAVEMENT OF STATE HIGHWAY 85 IN
 EH2635'SNOW LAKE (AT THE RAILROAD CROSSING), GO NORTHWEST ON HIGHWAY
 EH2635'85 FOR 0.55 KM (0.35 MI) TO A FORK.  KEEP LEFT ONA DIRT ROAD
 EH2635'FOR 0.33 KM (0.2 MI) TO A ROAD LEFT JUST BEFORE THE LEVEE.
 EH2635'TURN LEFT, SOUTHWEST ON RAOD FOR 2.95 KM (1.85 MI) TO  THE
 EH2635'STATION ON THE RIGHT JUST BEFORE REACHING LEVEE FORK.
 EH2635'
 EH2635'STATION MARK, SANDARD NGS BENCH MARK DATUM POINT CRIMPED TO A STEEL
 EH2635'ROD ENCASED IN A VINYL PIPE AND LOGO CAP, IS FLUSH WITH THE GROUND.
 EH2635'IT IS 63 METERS NORTHEAST OF THE LEVEE JUNCTION, 4.3 METERS NORTHWEST
 EH2635'OF THE ROAD CENTER, 0.3 METER ABOVE THE ROAD, 1.1 METERS SOUTH--
 EH2635'WEST OF A RAILROAD TIE FENCE POST, 1.1 METERS EAST OF A RAILROAD
 EH2635'TIE FENCE POST AND 0.7 METER SOUTHEAST OF A FIBERGLASS WITNESS POST
 EH2635'IN THE FENCE LINE.
 EH2635'
 EH2635'THIS STATION IS INTERVISIBLE WITH R 223.
 EH2635
 EH2635                          STATION RECOVERY (1985)
 EH2635
 EH2635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2635'5.1 KM (3.15 MI) SW FROM SNOW LAKE.
 EH2635'3.4 KM (2.1 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH2635'JUNCTION OF STATE ROUTE 85 IN SNOW LAKE, THENCE 1.7 KM (1.05 MI)
 EH2635'NORTHERLY ALONG THE TOP OF A LEVEE TO THE JUNCTION OF THE LEVEE ROADS
 EH2635'ONE LEVEE LEADING WEST AND THE OTHER LEADING NORTHWEST ALONG A DIRT
 EH2635'ROAD, 63.0 METERS (206.6 FT) NORTHEAST OF THE APPROXIMATE CENTER OF
 EH2635'THE LEVEE ROAD JUNCTION, 4.3 METERS (14.1 FT) NORTHWEST OF THE
 EH2635'APPROXIMATE CENTER OF A DIRT ROAD LEADING NORTHEAST, 1.1 METERS
 EH2635'(3.6 FT) EAST OF A RAILROAD TIE FENCE POST, 1.1 METERS (3.6 FT)
 EH2635'SOUTHWEST OF A RAILROAD TIE FENCE POST, AND 0.7 METER (1.6 FT)
 EH2635'SOUTHEAST OF A FENCE LINE.  NOTE, DRIVEN TO REQUIRED DEPTH.
 EH2635'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 EH2635'THE MARK IS 0.31 M ABOVE DIRT ROAD.
 EH2635
 EH2635                          STATION RECOVERY (2000)
 EH2635
 EH2635'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2635'RECOVERED IN GOOD CONDITION.  THE STAMPING IS ON THE COLLAR.
 EH2635
 EH2635                          STATION RECOVERY (2002)
 EH2635
 EH2635'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 EH2635'RECOVERED AS DESCRIBED
 EH2635'IPYBURN
 EH2635'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1151 ***********************************************************************
 DM1151  DESIGNATION -  N 307
 DM1151  PID         -  DM1151
 DM1151  STATE/COUNTY-  AR/LITTLE RIVER
 DM1151  USGS QUAD   -  OGDEN (1975)
 DM1151
 DM1151                         *CURRENT SURVEY CONTROL
 DM1151  ___________________________________________________________________
 DM1151* NAD 83(1986)-  33 33 43.     (N)    094 02 18.     (W)     SCALED    
 DM1151* NAVD 88     -        82.787  (meters)     271.61   (feet)  ADJUSTED  
 DM1151  ___________________________________________________________________
 DM1151  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM1151  DYNAMIC HT  -          82.700 (meters)     271.32  (feet)  COMP
 DM1151  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 DM1151
 DM1151  VERT ORDER  -  FIRST     CLASS II
 DM1151
 DM1151.The horizontal coordinates were scaled from a topographic map and have
 DM1151.an estimated accuracy of +/- 6 seconds.
 DM1151
 DM1151.The orthometric height was determined by differential leveling
 DM1151.and adjusted by the National Geodetic Survey in June 1991..
 DM1151
 DM1151.The geoid height was determined by GEOID03.
 DM1151
 DM1151.The dynamic height is computed by dividing the NAVD 88
 DM1151.geopotential number by the normal gravity value computed on the
 DM1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1151.degrees latitude (g = 980.6199 gals.).
 DM1151
 DM1151.The modeled gravity was interpolated from observed gravity values.
 DM1151
 DM1151;                    North         East    Units  Estimated Accuracy
 DM1151;SPC AR S     -   501,180.      210,750.      MT  (+/- 180 meters Scaled)
 DM1151
 DM1151                          SUPERSEDED SURVEY CONTROL
 DM1151
 DM1151.No superseded survey control is available for this station.
 DM1151
 DM1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT036140(NAD 83)
 DM1151_MARKER: I = METAL ROD
 DM1151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1151_SP_SET: STAINLESS STEEL ROD
 DM1151_STAMPING: N 307 1985
 DM1151_MARK LOGO: NGS   
 DM1151_PROJECTION: FLUSH
 DM1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1151_ROD/PIPE-DEPTH: 15.8 meters
 DM1151
 DM1151  HISTORY     - Date     Condition        Report By
 DM1151  HISTORY     - 1985     MONUMENTED       NGS
 DM1151  HISTORY     - 19971025 GOOD             USPSQD
 DM1151
 DM1151                          STATION DESCRIPTION
 DM1151
 DM1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1151'15.1 KM (9.4 MI) NORTH FROM TEXARKANA.
 DM1151'15.1 KM (9.4 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS WEST
 DM1151'JUNCTION WITH U.S. HIGHWAY 82 IN TEXARKANA, OR 15.8 KM (9.8 MI)
 DM1151'SOUTHEASTERLY ALONG U.S. HIGHWAY 71 FROM ITS NORTH JUNCTION WITH
 DM1151'STATE HIGHWAY 32 IN ASHDOWN, 0.9 KM (0.55 MI) NORTH OF THE NORTH END
 DM1151'OF A HIGHWAY BRIDGE SPANNING THE RED RIVER, 18.1 M (59.4 FT)
 DM1151'NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 DM1151'6.4 M (21.0 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, AND 1.0
 DM1151'M (3.3 FT) NORTHEAST OF THE SOUTHWEST END OF A FENCE.  NOTE--ACCESS
 DM1151'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1151'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 DM1151'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DM1151
 DM1151                          STATION RECOVERY (1997)
 DM1151
 DM1151'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1273 ***********************************************************************
 GE1273  DESIGNATION -  N 308
 GE1273  PID         -  GE1273
 GE1273  STATE/COUNTY-  AR/FULTON
 GE1273  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE1273
 GE1273                         *CURRENT SURVEY CONTROL
 GE1273  ___________________________________________________________________
 GE1273* NAD 83(1986)-  36 28 26.     (N)    091 31 10.     (W)     SCALED    
 GE1273* NAVD 88     -       177.065  (meters)     580.92   (feet)  ADJUSTED  
 GE1273  ___________________________________________________________________
 GE1273  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE1273  DYNAMIC HT  -         176.921 (meters)     580.45  (feet)  COMP
 GE1273  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GE1273
 GE1273  VERT ORDER  -  FIRST     CLASS II
 GE1273
 GE1273.The horizontal coordinates were scaled from a topographic map and have
 GE1273.an estimated accuracy of +/- 6 seconds.
 GE1273
 GE1273.The orthometric height was determined by differential leveling
 GE1273.and adjusted by the National Geodetic Survey in January 1995..
 GE1273
 GE1273.The geoid height was determined by GEOID03.
 GE1273
 GE1273.The dynamic height is computed by dividing the NAVD 88
 GE1273.geopotential number by the normal gravity value computed on the
 GE1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1273.degrees latitude (g = 980.6199 gals.).
 GE1273
 GE1273.The modeled gravity was interpolated from observed gravity values.
 GE1273
 GE1273;                    North         East    Units  Estimated Accuracy
 GE1273;SPC AR N     -   237,600.      443,070.      MT  (+/- 180 meters Scaled)
 GE1273
 GE1273                          SUPERSEDED SURVEY CONTROL
 GE1273
 GE1273  NGVD 29 (10/05/93)  176.945  (m)          580.53   (f) ADJUSTED    1 2
 GE1273
 GE1273.Superseded values are not recommended for survey control.
 GE1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1273.See file dsdata.txt to determine how the superseded data were derived.
 GE1273
 GE1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA326375(NAD 83)
 GE1273_MARKER: DV = VERTICAL CONTROL DISK
 GE1273_SETTING: 66 = SET IN ROCK OUTCROP
 GE1273_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1273_STAMPING: N 308 1990
 GE1273_MARK LOGO: NGS   
 GE1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1273+STABILITY: POSITION/ELEVATION WELL
 GE1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1273+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1273
 GE1273  HISTORY     - Date     Condition        Report By
 GE1273  HISTORY     - 1990     MONUMENTED       NGS
 GE1273
 GE1273                          STATION DESCRIPTION
 GE1273
 GE1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1273'3.1 KM (1.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1273'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN A 5 BY 15-FOOT AREA OF
 GE1273'OUTCROPPING BEDROCK, 23.1 M (75.8 FT) SOUTHEAST OF THE CENTERLINE OF
 GE1273'STATE HIGHWAY 342, 12.0 M (39.4 FT) SOUTHWEST OF THE HIGHWAY
 GE1273'CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.7 M
 GE1273'(2.3 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0919 ***********************************************************************
 GG0919  DESIGNATION -  N 309
 GG0919  PID         -  GG0919
 GG0919  STATE/COUNTY-  AR/BENTON
 GG0919  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0919
 GG0919                         *CURRENT SURVEY CONTROL
 GG0919  ___________________________________________________________________
 GG0919* NAD 83(1986)-  36 19 33.     (N)    094 07 32.     (W)     SCALED    
 GG0919* NAVD 88     -       421.563  (meters)    1383.08   (feet)  ADJUSTED  
 GG0919  ___________________________________________________________________
 GG0919  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GG0919  DYNAMIC HT  -         421.189 (meters)    1381.85  (feet)  COMP
 GG0919  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 GG0919
 GG0919  VERT ORDER  -  FIRST     CLASS II
 GG0919
 GG0919.The horizontal coordinates were scaled from a topographic map and have
 GG0919.an estimated accuracy of +/- 6 seconds.
 GG0919
 GG0919.The orthometric height was determined by differential leveling
 GG0919.and adjusted by the National Geodetic Survey in June 1991..
 GG0919
 GG0919.The geoid height was determined by GEOID03.
 GG0919
 GG0919.The dynamic height is computed by dividing the NAVD 88
 GG0919.geopotential number by the normal gravity value computed on the
 GG0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0919.degrees latitude (g = 980.6199 gals.).
 GG0919
 GG0919.The modeled gravity was interpolated from observed gravity values.
 GG0919
 GG0919;                    North         East    Units  Estimated Accuracy
 GG0919;SPC AR N     -   223,120.      209,160.      MT  (+/- 180 meters Scaled)
 GG0919
 GG0919                          SUPERSEDED SURVEY CONTROL
 GG0919
 GG0919  NGVD 29 (10/05/93)  421.412  (m)         1382.58   (f) ADJUSTED    1 2
 GG0919
 GG0919.Superseded values are not recommended for survey control.
 GG0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0919.See file dsdata.txt to determine how the superseded data were derived.
 GG0919
 GG0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA989206(NAD 83)
 GG0919_MARKER: I = METAL ROD
 GG0919_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0919+WITH SETTING: INFORMATION.
 GG0919_SP_SET: METAL ROD DRIVEN INTO GROUND
 GG0919_STAMPING: N 309 1989
 GG0919_MARK LOGO: NGS   
 GG0919_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0919+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 GG0919
 GG0919  HISTORY     - Date     Condition        Report By
 GG0919  HISTORY     - 1989     MONUMENTED       NGS
 GG0919  HISTORY     - 20040402 GOOD             AANDKS
 GG0919  HISTORY     - 20050530 GOOD             GEOCAC
 GG0919
 GG0919                          STATION DESCRIPTION
 GG0919
 GG0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0919'IN ROGERS, AT THE INTERSECTION OF WEST OAK AND SOUTH EIGHT STREETS
 GG0919'(U.S. HIGHWAY 71 B), A METAL ROD DRIVEN TO REFUSAL AT 2.2 M AND
 GG0919'FLUSH WITH GROUND, 54.9 M (180.1 FT) SOUTH OF THE CENTER OF WEST OAK
 GG0919'STREET, 11.0 M (36.1 FT) EAST OF THE CENTER OF SOUTH EIGHTH STREET,
 GG0919'0.7 M (2.3 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 22404, AND
 GG0919'LEVEL WITH EIGHTH STREET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 GG0919'A 5-INCH LOGO CAP.
 GG0919
 GG0919                          STATION RECOVERY (2004)
 GG0919
 GG0919'RECOVERY NOTE BY A AND K SURVEYING 2004 (AMD)
 GG0919'FOUND AS DESCRIBED ON THE EAST SIDE OF HIGHWAY 71B (SOUTH 8TH ST).
 GG0919'SIGN NOT PRESENT, BUT LOGO-CAP AND MARK IN GOOD CONDITION.
 GG0919
 GG0919                          STATION RECOVERY (2005)
 GG0919
 GG0919'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0919'HANDHELD GPS COORDINATES N36 19.550 W94 07.533
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0213 ***********************************************************************
 GG0213  DESIGNATION -  N 31
 GG0213  PID         -  GG0213
 GG0213  STATE/COUNTY-  AR/BENTON
 GG0213  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0213
 GG0213                         *CURRENT SURVEY CONTROL
 GG0213  ___________________________________________________________________
 GG0213* NAD 83(1986)-  36 14 47.     (N)    094 30 02.     (W)     SCALED    
 GG0213* NAVD 88     -       345.732  (meters)    1134.29   (feet)  ADJUSTED  
 GG0213  ___________________________________________________________________
 GG0213  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GG0213  DYNAMIC HT  -         345.429 (meters)    1133.30  (feet)  COMP
 GG0213  MODELED GRAV-     979,746.9   (mgal)                       NAVD 88
 GG0213
 GG0213  VERT ORDER  -  SECOND    CLASS 0
 GG0213
 GG0213.The horizontal coordinates were scaled from a topographic map and have
 GG0213.an estimated accuracy of +/- 6 seconds.
 GG0213
 GG0213.The orthometric height was determined by differential leveling
 GG0213.and adjusted by the National Geodetic Survey in June 1991..
 GG0213
 GG0213.The geoid height was determined by GEOID03.
 GG0213
 GG0213.The dynamic height is computed by dividing the NAVD 88
 GG0213.geopotential number by the normal gravity value computed on the
 GG0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0213.degrees latitude (g = 980.6199 gals.).
 GG0213
 GG0213.The modeled gravity was interpolated from observed gravity values.
 GG0213
 GG0213;                    North         East    Units  Estimated Accuracy
 GG0213;SPC AR N     -   215,100.      175,270.      MT  (+/- 180 meters Scaled)
 GG0213
 GG0213                          SUPERSEDED SURVEY CONTROL
 GG0213
 GG0213  NGVD 29 (??/??/92)  345.594  (m)         1133.84   (f) ADJ UNCH    2 0
 GG0213
 GG0213.Superseded values are not recommended for survey control.
 GG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0213.See file dsdata.txt to determine how the superseded data were derived.
 GG0213
 GG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA651123(NAD 83)
 GG0213_MARKER: DB = BENCH MARK DISK
 GG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0213_STAMPING: N-31 1934
 GG0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0213+STABILITY: SURFACE MOTION
 GG0213
 GG0213  HISTORY     - Date     Condition        Report By
 GG0213  HISTORY     - 1934     MONUMENTED       CGS
 GG0213  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0213
 GG0213                          STATION DESCRIPTION
 GG0213
 GG0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0213'1.8 MI S FROM GENTRY.
 GG0213'1.8 MILES SOUTH OF GENTRY K.C.S. RR DEPOT.  9 POLES SOUTH OF
 GG0213'MILEPOST 244 AT KANSAS CITY SOUTHERN RAILROAD CROSSING.  45 FEET
 GG0213'WEST OF TRACK, IN FENCE LINE.  1/4 MILE NORTH OF CEMETERY LAYING
 GG0213'ON EAST SIDE OF TRACK.
 GG0213
 GG0213                          STATION RECOVERY (1961)
 GG0213
 GG0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0903 ***********************************************************************
 GG0903  DESIGNATION -  N 310
 GG0903  PID         -  GG0903
 GG0903  STATE/COUNTY-  AR/WASHINGTON
 GG0903  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0903
 GG0903                         *CURRENT SURVEY CONTROL
 GG0903  ___________________________________________________________________
 GG0903* NAD 83(1986)-  36 03 47.     (N)    094 10 04.     (W)     SCALED    
 GG0903* NAVD 88     -       400.942  (meters)    1315.42   (feet)  ADJUSTED  
 GG0903  ___________________________________________________________________
 GG0903  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0903  DYNAMIC HT  -         400.582 (meters)    1314.24  (feet)  COMP
 GG0903  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 GG0903
 GG0903  VERT ORDER  -  FIRST     CLASS II
 GG0903
 GG0903.The horizontal coordinates were scaled from a topographic map and have
 GG0903.an estimated accuracy of +/- 6 seconds.
 GG0903
 GG0903.The orthometric height was determined by differential leveling
 GG0903.and adjusted by the National Geodetic Survey in June 1991..
 GG0903
 GG0903.The geoid height was determined by GEOID03.
 GG0903
 GG0903.The dynamic height is computed by dividing the NAVD 88
 GG0903.geopotential number by the normal gravity value computed on the
 GG0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0903.degrees latitude (g = 980.6199 gals.).
 GG0903
 GG0903.The modeled gravity was interpolated from observed gravity values.
 GG0903
 GG0903;                    North         East    Units  Estimated Accuracy
 GG0903;SPC AR N     -   194,050.      204,720.      MT  (+/- 180 meters Scaled)
 GG0903
 GG0903                          SUPERSEDED SURVEY CONTROL
 GG0903
 GG0903  NGVD 29 (10/05/93)  400.777  (m)         1314.88   (f) ADJUSTED    1 2
 GG0903
 GG0903.Superseded values are not recommended for survey control.
 GG0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0903.See file dsdata.txt to determine how the superseded data were derived.
 GG0903
 GG0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV948915(NAD 83)
 GG0903_MARKER: DV = VERTICAL CONTROL DISK
 GG0903_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0903_SP_SET: ABUTMENT
 GG0903_STAMPING: N 310 1989
 GG0903_MARK LOGO: NGS   
 GG0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0903+STABILITY: POSITION/ELEVATION WELL
 GG0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0903+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GG0903
 GG0903  HISTORY     - Date     Condition        Report By
 GG0903  HISTORY     - 1989     MONUMENTED       NGS
 GG0903  HISTORY     - 20050415 GOOD             GEOCAC
 GG0903
 GG0903                          STATION DESCRIPTION
 GG0903
 GG0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0903'IN FAYETTEVILLE, AT THE INTERSECTION OF CENTER STREET AND THE
 GG0903'ARKANSAS AND MISSOURI RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) EAST OF
 GG0903'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS
 GG0903'OF THE STREET, 16.1 M (52.8 FT) NORTH OF THE CENTERLINE OF THE
 GG0903'STREET, 1.9 M (6.2 FT) WEST OF THE NEAR RAIL, AND 1.0 M (3.3 FT)
 GG0903'BELOW THE LEVEL OF THE TRACK.
 GG0903
 GG0903                          STATION RECOVERY (2005)
 GG0903
 GG0903'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0903'MARK IN GOOD SHAPE.  LOCATED ON BRIDGE NORTH CONCRETE PIER WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1208 ***********************************************************************
 FH1208  DESIGNATION -  N 311
 FH1208  PID         -  FH1208
 FH1208  STATE/COUNTY-  AR/CRAWFORD
 FH1208  USGS QUAD   -  RUDY (1983)
 FH1208
 FH1208                         *CURRENT SURVEY CONTROL
 FH1208  ___________________________________________________________________
 FH1208* NAD 83(1986)-  35 30 30.     (N)    094 17 20.     (W)     SCALED    
 FH1208* NAVD 88     -       150.511  (meters)     493.80   (feet)  ADJUSTED  
 FH1208  ___________________________________________________________________
 FH1208  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FH1208  DYNAMIC HT  -         150.371 (meters)     493.34  (feet)  COMP
 FH1208  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 FH1208
 FH1208  VERT ORDER  -  FIRST     CLASS II
 FH1208
 FH1208.The horizontal coordinates were scaled from a topographic map and have
 FH1208.an estimated accuracy of +/- 6 seconds.
 FH1208
 FH1208.The orthometric height was determined by differential leveling
 FH1208.and adjusted by the National Geodetic Survey in June 1991..
 FH1208
 FH1208.The geoid height was determined by GEOID03.
 FH1208
 FH1208.The dynamic height is computed by dividing the NAVD 88
 FH1208.geopotential number by the normal gravity value computed on the
 FH1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1208.degrees latitude (g = 980.6199 gals.).
 FH1208
 FH1208.The modeled gravity was interpolated from observed gravity values.
 FH1208
 FH1208;                    North         East    Units  Estimated Accuracy
 FH1208;SPC AR N     -   132,770.      192,380.      MT  (+/- 180 meters Scaled)
 FH1208
 FH1208                          SUPERSEDED SURVEY CONTROL
 FH1208
 FH1208  NGVD 29 (10/05/93)  150.411  (m)          493.47   (f) ADJUSTED    1 2
 FH1208
 FH1208.Superseded values are not recommended for survey control.
 FH1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1208.See file dsdata.txt to determine how the superseded data were derived.
 FH1208
 FH1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV831301(NAD 83)
 FH1208_MARKER: I = METAL ROD
 FH1208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1208_SP_SET: STAINLESS STEEL ROD
 FH1208_STAMPING: N 311 1989
 FH1208_MARK LOGO: NGS   
 FH1208_PROJECTION: FLUSH
 FH1208_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1208+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 FH1208_ROD/PIPE-DEPTH: 6.3  meters
 FH1208
 FH1208  HISTORY     - Date     Condition        Report By
 FH1208  HISTORY     - 1989     MONUMENTED       NGS
 FH1208  HISTORY     - 20060214 GOOD             ARHD
 FH1208
 FH1208                          STATION DESCRIPTION
 FH1208
 FH1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1208'3.2 KM (2.00 MI) SOUTHERLY ALONG STATE HIGHWAY 282 FROM THE JUNCTION
 FH1208'OF THE ARKANSAS AND MISSOURI RAILROAD IN RUDY, 13.7 M (44.9 FT) NORTH
 FH1208'OF THE CENTER OF A DRIVEWAY, 9.9 M (32.5 FT) WEST OF THE CENTERLINE
 FH1208'OF THE HIGHWAY, 5.2 M (17.1 FT) SOUTHWEST OF A WITNESS POST AND
 FH1208'FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 FH1208'IS THROUGH A 5-INCH LOGO CAP.
 FH1208
 FH1208                          STATION RECOVERY (2006)
 FH1208
 FH1208'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FH1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1230 ***********************************************************************
 FH1230  DESIGNATION -  N 312
 FH1230  PID         -  FH1230
 FH1230  STATE/COUNTY-  AR/CRAWFORD
 FH1230  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1230
 FH1230                         *CURRENT SURVEY CONTROL
 FH1230  ___________________________________________________________________
 FH1230* NAD 83(1986)-  35 43 05.     (N)    094 08 21.     (W)     SCALED    
 FH1230* NAVD 88     -       517.907  (meters)    1699.17   (feet)  ADJUSTED  
 FH1230  ___________________________________________________________________
 FH1230  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FH1230  DYNAMIC HT  -         517.418 (meters)    1697.56  (feet)  COMP
 FH1230  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 FH1230
 FH1230  VERT ORDER  -  FIRST     CLASS II
 FH1230
 FH1230.The horizontal coordinates were scaled from a topographic map and have
 FH1230.an estimated accuracy of +/- 6 seconds.
 FH1230
 FH1230.The orthometric height was determined by differential leveling
 FH1230.and adjusted by the National Geodetic Survey in June 1991..
 FH1230
 FH1230.The geoid height was determined by GEOID03.
 FH1230
 FH1230.The dynamic height is computed by dividing the NAVD 88
 FH1230.geopotential number by the normal gravity value computed on the
 FH1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1230.degrees latitude (g = 980.6199 gals.).
 FH1230
 FH1230.The modeled gravity was interpolated from observed gravity values.
 FH1230
 FH1230;                    North         East    Units  Estimated Accuracy
 FH1230;SPC AR N     -   155,730.      206,470.      MT  (+/- 180 meters Scaled)
 FH1230
 FH1230                          SUPERSEDED SURVEY CONTROL
 FH1230
 FH1230  NGVD 29 (10/05/93)  517.765  (m)         1698.70   (f) ADJUSTED    1 2
 FH1230
 FH1230.Superseded values are not recommended for survey control.
 FH1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1230.See file dsdata.txt to determine how the superseded data were derived.
 FH1230
 FH1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV969532(NAD 83)
 FH1230_MARKER: DV = VERTICAL CONTROL DISK
 FH1230_SETTING: 66 = SET IN ROCK OUTCROP
 FH1230_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1230_STAMPING: N 312 1989
 FH1230_MARK LOGO: NGS   
 FH1230_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1230+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1230
 FH1230  HISTORY     - Date     Condition        Report By
 FH1230  HISTORY     - 1989     MONUMENTED       NGS
 FH1230
 FH1230                          STATION DESCRIPTION
 FH1230
 FH1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1230'11.6 KM (7.20 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1230'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, IN AN EXPOSED AREA
 FH1230'OF BEDROCK IN A HIGHWAY CUT, 55.2 M (181.1 FT) SOUTHWEST OF THE
 FH1230'SOUTHWEST CORNER OF THE OZARK GIFT SHOP, 40.8 M (133.9 FT) SOUTH OF
 FH1230'THE CENTER OF A Y-FORKED GRAVELED ROAD, 10.6 M (34.8 FT) WEST OF THE
 FH1230'CENTERLINE OF THE HIGHWAY, 3.7 M (12.1 FT) SOUTH OF THE NORTH END OF
 FH1230'THE EXPOSED BEDROCK, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 FH1230'AND 0.3 SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1256 ***********************************************************************
 GE1256  DESIGNATION -  N 313
 GE1256  PID         -  GE1256
 GE1256  STATE/COUNTY-  AR/SHARP
 GE1256  USGS QUAD   -  HARDY (1981)
 GE1256
 GE1256                         *CURRENT SURVEY CONTROL
 GE1256  ___________________________________________________________________
 GE1256* NAD 83(1986)-  36 20 06.     (N)    091 29 31.     (W)     SCALED    
 GE1256* NAVD 88     -       187.688  (meters)     615.77   (feet)  ADJUSTED  
 GE1256  ___________________________________________________________________
 GE1256  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GE1256  DYNAMIC HT  -         187.531 (meters)     615.26  (feet)  COMP
 GE1256  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GE1256
 GE1256  VERT ORDER  -  FIRST     CLASS II
 GE1256
 GE1256.The horizontal coordinates were scaled from a topographic map and have
 GE1256.an estimated accuracy of +/- 6 seconds.
 GE1256
 GE1256.The orthometric height was determined by differential leveling
 GE1256.and adjusted by the National Geodetic Survey in January 1995..
 GE1256
 GE1256.The geoid height was determined by GEOID03.
 GE1256
 GE1256.The dynamic height is computed by dividing the NAVD 88
 GE1256.geopotential number by the normal gravity value computed on the
 GE1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1256.degrees latitude (g = 980.6199 gals.).
 GE1256
 GE1256.The modeled gravity was interpolated from observed gravity values.
 GE1256
 GE1256;                    North         East    Units  Estimated Accuracy
 GE1256;SPC AR N     -   222,200.      445,610.      MT  (+/- 180 meters Scaled)
 GE1256
 GE1256                          SUPERSEDED SURVEY CONTROL
 GE1256
 GE1256  NGVD 29 (10/05/93)  187.578  (m)          615.41   (f) ADJUSTED    1 2
 GE1256
 GE1256.Superseded values are not recommended for survey control.
 GE1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1256.See file dsdata.txt to determine how the superseded data were derived.
 GE1256
 GE1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA353221(NAD 83)
 GE1256_MARKER: DV = VERTICAL CONTROL DISK
 GE1256_SETTING: 66 = SET IN ROCK OUTCROP
 GE1256_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1256_STAMPING: N 313 1990
 GE1256_MARK LOGO: NGS   
 GE1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1256+STABILITY: POSITION/ELEVATION WELL
 GE1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1256+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1256
 GE1256  HISTORY     - Date     Condition        Report By
 GE1256  HISTORY     - 1990     MONUMENTED       NGS
 GE1256
 GE1256                          STATION DESCRIPTION
 GE1256
 GE1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1256'2.2 KM (1.35 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1256'U.S. HIGHWAY 62 IN HARDY, IN A 2 BY 4-FOOT AREA OF OUTCROPPING
 GE1256'BEDROCK, 117.0 M (383.9 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 8.0 M
 GE1256'(26.2 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.2 M
 GE1256'(0.7 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2182 ***********************************************************************
 FF2182  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2182  DESIGNATION -  N 314
 FF2182  PID         -  FF2182
 FF2182  STATE/COUNTY-  AR/POINSETT
 FF2182  USGS QUAD   -  MARKED TREE (1983)
 FF2182
 FF2182                         *CURRENT SURVEY CONTROL
 FF2182  ___________________________________________________________________
 FF2182* NAD 83(1997)-  35 31 41.46600(N)    090 26 58.54599(W)     ADJUSTED  
 FF2182* NAVD 88     -        65.50   (meters)     214.9    (feet)  GPS OBS   
 FF2182  ___________________________________________________________________
 FF2182  X           -     -40,777.149 (meters)                     COMP
 FF2182  Y           -  -5,196,465.341 (meters)                     COMP
 FF2182  Z           -   3,685,735.281 (meters)                     COMP
 FF2182  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FF2182  ELLIP HEIGHT-          37.70  (meters)          (04/05/04) GPS OBS
 FF2182  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF2182  DYNAMIC HT  -          65.44  (meters)     214.7   (feet)  COMP
 FF2182  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 FF2182
 FF2182  HORZ ORDER  -  B
 FF2182  VERT ORDER  -  THIRD (See Below)
 FF2182  ELLP ORDER  -  THIRD     CLASS I
 FF2182
 FF2182.The horizontal coordinates were established by GPS observations
 FF2182.and adjusted by the National Geodetic Survey in April 2004..
 FF2182
 FF2182.The orthometric height was determined by GPS observations and a
 FF2182.high-resolution geoid model using precise GPS observation and
 FF2182.processing techniques. It supersedes the leveled height previously
 FF2182.determined for this station.
 FF2182.The vertical order pertains to the first NAVD 88 superseded value.
 FF2182
 FF2182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2182
 FF2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2182
 FF2182.The ellipsoidal height was determined by GPS observations
 FF2182.and is referenced to NAD 83.
 FF2182
 FF2182.The geoid height was determined by GEOID03.
 FF2182
 FF2182.The dynamic height is computed by dividing the NAVD 88
 FF2182.geopotential number by the normal gravity value computed on the
 FF2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2182.degrees latitude (g = 980.6199 gals.).
 FF2182
 FF2182.The modeled gravity was interpolated from observed gravity values.
 FF2182
 FF2182;                    North         East     Units Scale Factor Converg.
 FF2182;SPC AR N     -   133,665.464   540,603.294   MT  0.99993641   +0 54 07.8
 FF2182;SPC AR N     -   438,534.11  1,773,629.31   sFT  0.99993641   +0 54 07.8
 FF2182;UTM  15      - 3,934,611.296   731,248.207   MT  1.00025904   +1 28 57.7
 FF2182
 FF2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2182!SPC AR N     -   0.99999408  x   0.99993641  =   0.99993049
 FF2182!UTM  15      -   0.99999408  x   1.00025904  =   1.00025312
 FF2182
 FF2182                          SUPERSEDED SURVEY CONTROL
 FF2182
 FF2182  NAVD 88 (01/31/95)   65.405  (m)          214.58   (f) ADJUSTED    1 2
 FF2182  NGVD 29 (10/05/93)   65.356  (m)          214.42   (f) ADJUSTED    1 2
 FF2182
 FF2182.Superseded values are not recommended for survey control.
 FF2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2182.See file dsdata.txt to determine how the superseded data were derived.
 FF2182
 FF2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3124834611(NAD 83)
 FF2182_MARKER: I = METAL ROD
 FF2182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2182_SP_SET: STAINLESS STEEL ROD
 FF2182_STAMPING: N 314 1990
 FF2182_MARK LOGO: NGS   
 FF2182_PROJECTION: FLUSH
 FF2182_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2182+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 FF2182_ROD/PIPE-DEPTH: 21.9 meters
 FF2182
 FF2182  HISTORY     - Date     Condition        Report By
 FF2182  HISTORY     - 1990     MONUMENTED       NGS
 FF2182  HISTORY     - 20020319 GOOD             USACE
 FF2182  HISTORY     - 20030722 GOOD             EMCINC
 FF2182
 FF2182                          STATION DESCRIPTION
 FF2182
 FF2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2182'1.7 KM (1.05 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 FF2182'STATE HIGHWAY 75 IN MARKED TREE, 17.8 M (58.4 FT) NORTH OF THE
 FF2182'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.8 M (5.9 FT)
 FF2182'WEST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 FF2182'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 FF2182'POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2182
 FF2182                          STATION RECOVERY (2002)
 FF2182
 FF2182'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2182'RECOVERED IN GOOD CONDITION.
 FF2182
 FF2182                          STATION RECOVERY (2003)
 FF2182
 FF2182'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2182'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2208 ***********************************************************************
 FF2208  DESIGNATION -  N 315
 FF2208  PID         -  FF2208
 FF2208  STATE/COUNTY-  AR/LAWRENCE
 FF2208  USGS QUAD   -  PODO CREEK (1980)
 FF2208
 FF2208                         *CURRENT SURVEY CONTROL
 FF2208  ___________________________________________________________________
 FF2208* NAD 83(1986)-  35 59 28.     (N)    090 52 48.     (W)     SCALED    
 FF2208* NAVD 88     -        80.908  (meters)     265.45   (feet)  ADJUSTED  
 FF2208  ___________________________________________________________________
 FF2208  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FF2208  DYNAMIC HT  -          80.841 (meters)     265.23  (feet)  COMP
 FF2208  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 FF2208
 FF2208  VERT ORDER  -  FIRST     CLASS II
 FF2208
 FF2208.The horizontal coordinates were scaled from a topographic map and have
 FF2208.an estimated accuracy of +/- 6 seconds.
 FF2208
 FF2208.The orthometric height was determined by differential leveling
 FF2208.and adjusted by the National Geodetic Survey in January 1995..
 FF2208
 FF2208.The geoid height was determined by GEOID03.
 FF2208
 FF2208.The dynamic height is computed by dividing the NAVD 88
 FF2208.geopotential number by the normal gravity value computed on the
 FF2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2208.degrees latitude (g = 980.6199 gals.).
 FF2208
 FF2208.The modeled gravity was interpolated from observed gravity values.
 FF2208
 FF2208;                    North         East    Units  Estimated Accuracy
 FF2208;SPC AR N     -   184,490.      500,990.      MT  (+/- 180 meters Scaled)
 FF2208
 FF2208                          SUPERSEDED SURVEY CONTROL
 FF2208
 FF2208  NGVD 29 (10/05/93)   80.825  (m)          265.17   (f) ADJUSTED    1 2
 FF2208
 FF2208.Superseded values are not recommended for survey control.
 FF2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2208.See file dsdata.txt to determine how the superseded data were derived.
 FF2208
 FF2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV911850(NAD 83)
 FF2208_MARKER: I = METAL ROD
 FF2208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2208_SP_SET: STAINLESS STEEL ROD
 FF2208_STAMPING: N 315 1990
 FF2208_MARK LOGO: NGS   
 FF2208_PROJECTION: FLUSH
 FF2208_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF2208+STABILITY: POSITION/ELEVATION WELL
 FF2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2208+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 FF2208_ROD/PIPE-DEPTH: 35.3 meters
 FF2208
 FF2208  HISTORY     - Date     Condition        Report By
 FF2208  HISTORY     - 1990     MONUMENTED       NGS
 FF2208  HISTORY     - 20020827 GOOD             USACE
 FF2208
 FF2208                          STATION DESCRIPTION
 FF2208
 FF2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2208'2.0 KM (1.25 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF2208'IN SEDGWICK, 14.0 M (45.9 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY,
 FF2208'13.9 M (45.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 12.8 M
 FF2208'(42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 FF2208'RAILROAD, 1.6 M (5.2 FT) SOUTHEAST OF A UTILITY POLE, 0.3 BELOW THE
 FF2208'LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST.
 FF2208'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2208
 FF2208                          STATION RECOVERY (2002)
 FF2208
 FF2208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1233 ***********************************************************************
 GE1233  DESIGNATION -  N 316
 GE1233  PID         -  GE1233
 GE1233  STATE/COUNTY-  AR/LAWRENCE
 GE1233  USGS QUAD   -  RAVENDEN (1981)
 GE1233
 GE1233                         *CURRENT SURVEY CONTROL
 GE1233  ___________________________________________________________________
 GE1233* NAD 83(1986)-  36 14 15.     (N)    091 15 16.     (W)     SCALED    
 GE1233* NAVD 88     -        99.532  (meters)     326.55   (feet)  ADJUSTED  
 GE1233  ___________________________________________________________________
 GE1233  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GE1233  DYNAMIC HT  -          99.450 (meters)     326.28  (feet)  COMP
 GE1233  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GE1233
 GE1233  VERT ORDER  -  FIRST     CLASS II
 GE1233
 GE1233.The horizontal coordinates were scaled from a topographic map and have
 GE1233.an estimated accuracy of +/- 6 seconds.
 GE1233
 GE1233.The orthometric height was determined by differential leveling
 GE1233.and adjusted by the National Geodetic Survey in January 1995..
 GE1233
 GE1233.The geoid height was determined by GEOID03.
 GE1233
 GE1233.The dynamic height is computed by dividing the NAVD 88
 GE1233.geopotential number by the normal gravity value computed on the
 GE1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1233.degrees latitude (g = 980.6199 gals.).
 GE1233
 GE1233.The modeled gravity was interpolated from observed gravity values.
 GE1233
 GE1233;                    North         East    Units  Estimated Accuracy
 GE1233;SPC AR N     -   211,510.      467,020.      MT  (+/- 180 meters Scaled)
 GE1233
 GE1233                          SUPERSEDED SURVEY CONTROL
 GE1233
 GE1233  NGVD 29 (10/05/93)   99.432  (m)          326.22   (f) ADJUSTED    1 2
 GE1233
 GE1233.Superseded values are not recommended for survey control.
 GE1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1233.See file dsdata.txt to determine how the superseded data were derived.
 GE1233
 GE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA568117(NAD 83)
 GE1233_MARKER: I = METAL ROD
 GE1233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1233_SP_SET: STAINLESS STEEL ROD
 GE1233_STAMPING: N 316 1990
 GE1233_MARK LOGO: NGS   
 GE1233_PROJECTION: FLUSH
 GE1233_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1233+STABILITY: POSITION/ELEVATION WELL
 GE1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1233+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1233_ROD/PIPE-DEPTH: 6.0  meters
 GE1233
 GE1233  HISTORY     - Date     Condition        Report By
 GE1233  HISTORY     - 1990     MONUMENTED       NGS
 GE1233  HISTORY     - 20021026 GOOD             USACE
 GE1233
 GE1233                          STATION DESCRIPTION
 GE1233
 GE1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1233'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1233'STATE HIGHWAY 90 IN RAVENDEN, 18.1 M (59.4 FT) NORTHEAST OF THE
 GE1233'HIGHWAY CENTERLINE, 12.6 M (41.3 FT) NORTHWEST OF THE MOST
 GE1233'NORTHWESTERLY OF 2 DRIVEWAYS LEADING TO THE RAVENDEN AUTO CENTER, 1.5
 GE1233'M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT)
 GE1233'SOUTHWEST OF A FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1233'5-INCH LOGO CAP.
 GE1233
 GE1233                          STATION RECOVERY (2002)
 GE1233
 GE1233'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0125 ***********************************************************************
 GE0125  DESIGNATION -  N 32
 GE0125  PID         -  GE0125
 GE0125  STATE/COUNTY-  AR/GREENE
 GE0125  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0125
 GE0125                         *CURRENT SURVEY CONTROL
 GE0125  ___________________________________________________________________
 GE0125* NAD 83(1986)-  36 05 49.     (N)    090 29 02.     (W)     SCALED    
 GE0125* NAVD 88     -        89.328  (meters)     293.07   (feet)  ADJUSTED  
 GE0125  ___________________________________________________________________
 GE0125  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0125  DYNAMIC HT  -          89.254 (meters)     292.83  (feet)  COMP
 GE0125  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GE0125
 GE0125  VERT ORDER  -  FIRST     CLASS II
 GE0125
 GE0125.The horizontal coordinates were scaled from a topographic map and have
 GE0125.an estimated accuracy of +/- 6 seconds.
 GE0125
 GE0125.The orthometric height was determined by differential leveling
 GE0125.and adjusted by the National Geodetic Survey in June 1991..
 GE0125
 GE0125.The geoid height was determined by GEOID03.
 GE0125
 GE0125.The dynamic height is computed by dividing the NAVD 88
 GE0125.geopotential number by the normal gravity value computed on the
 GE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0125.degrees latitude (g = 980.6199 gals.).
 GE0125
 GE0125.The modeled gravity was interpolated from observed gravity values.
 GE0125
 GE0125;                    North         East    Units  Estimated Accuracy
 GE0125;SPC AR N     -   196,710.      536,520.      MT  (+/- 180 meters Scaled)
 GE0125
 GE0125                          SUPERSEDED SURVEY CONTROL
 GE0125
 GE0125  NGVD 29 (??/??/92)   89.320  (m)          293.04   (f) ADJ UNCH    1 2
 GE0125
 GE0125.Superseded values are not recommended for survey control.
 GE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0125.See file dsdata.txt to determine how the superseded data were derived.
 GE0125
 GE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV265976(NAD 83)
 GE0125_MARKER: DB = BENCH MARK DISK
 GE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0125_STAMPING: N 32 1933
 GE0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0125+STABILITY: SURFACE MOTION
 GE0125
 GE0125  HISTORY     - Date     Condition        Report By
 GE0125  HISTORY     - 1933     MONUMENTED       CGS
 GE0125  HISTORY     - 1956     GOOD             NGS
 GE0125  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0125
 GE0125                          STATION DESCRIPTION
 GE0125
 GE0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0125'3.2 MI N FROM PARAGOULD.
 GE0125'ABOUT 3.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0125'THE STATION AT PARAGOULD, AT AN EAST-WEST ROAD CROSSING, 31 3/4
 GE0125'FEET EAST OF EAST RAIL, 51 FEET SOUTHEAST OF CENTER OF CROSSING,
 GE0125'42 FEET WEST OF POWER POLE NO. 1M 41, 27 FEET SOUTH OF CENTER
 GE0125'LINE OF ROAD, 27 1/2 FEET NORTH OF TELEPHONE MILEAGE POLE NO.
 GE0125'216/11, 15 1/2 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF A
 GE0125'FENCE LINE, 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GE0125'CONCRETE POST ABOUT 1 INCH UNDERGROUND.
 GE0125
 GE0125                          STATION RECOVERY (1981)
 GE0125
 GE0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1851 ***********************************************************************
 FE1851  DESIGNATION -  N 33
 FE1851  PID         -  FE1851
 FE1851  STATE/COUNTY-  AR/MISSISSIPPI
 FE1851  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1851
 FE1851                         *CURRENT SURVEY CONTROL
 FE1851  ___________________________________________________________________
 FE1851* NAD 83(1986)-  35 54 17.     (N)    089 57 35.     (W)     SCALED    
 FE1851* NAVD 88     -        75.260  (meters)     246.92   (feet)  ADJUSTED  
 FE1851  ___________________________________________________________________
 FE1851  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1851  DYNAMIC HT  -          75.196 (meters)     246.71  (feet)  COMP
 FE1851  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1851
 FE1851  VERT ORDER  -  FIRST     CLASS II
 FE1851
 FE1851.The horizontal coordinates were scaled from a topographic map and have
 FE1851.an estimated accuracy of +/- 6 seconds.
 FE1851
 FE1851.The orthometric height was determined by differential leveling
 FE1851.and adjusted by the National Geodetic Survey in June 1991..
 FE1851
 FE1851.The geoid height was determined by GEOID03.
 FE1851
 FE1851.The dynamic height is computed by dividing the NAVD 88
 FE1851.geopotential number by the normal gravity value computed on the
 FE1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1851.degrees latitude (g = 980.6199 gals.).
 FE1851
 FE1851.The modeled gravity was interpolated from observed gravity values.
 FE1851
 FE1851;                    North         East    Units  Estimated Accuracy
 FE1851;SPC AR N     -   176,240.      584,160.      MT  (+/- 180 meters Scaled)
 FE1851
 FE1851                          SUPERSEDED SURVEY CONTROL
 FE1851
 FE1851  NGVD 29 (??/??/??)   75.216  (m)          246.77   (f) ADJUSTED    1 2
 FE1851
 FE1851.Superseded values are not recommended for survey control.
 FE1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1851.See file dsdata.txt to determine how the superseded data were derived.
 FE1851
 FE1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE328774(NAD 83)
 FE1851_MARKER: DB = BENCH MARK DISK
 FE1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1851_STAMPING: N 33 1933
 FE1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1851+STABILITY: SURFACE MOTION
 FE1851
 FE1851  HISTORY     - Date     Condition        Report By
 FE1851  HISTORY     - 1933     MONUMENTED       CGS
 FE1851  HISTORY     - 1956     GOOD             CGS
 FE1851  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1851
 FE1851                          STATION DESCRIPTION
 FE1851
 FE1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1851'2.4 MI SW FROM BLYTHEVILLE.
 FE1851'2.35 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FE1851'FROM THE CROSSING OF 21ST STREET (STATE HIGHWAY 18) AT
 FE1851'BLYTHEVILLE, AT A FIELD ROAD CROSSING, 71.6 FEET WEST-SOUTHWEST
 FE1851'OF TELEPHONE POLE NO. 146, 10.4 FEET SOUTHEAST OF SOUTHEAST RAIL,
 FE1851'43 1/2 FEET SOUTHEAST AND AT RIGHT ANGLE ACROSS TRACK FROM
 FE1851'TELEPHONE POLE NO. 241/06, 70 1/2 FEET NORTHWEST OF CENTER LINE
 FE1851'OF STATE HIGHWAY 18, 41 1/2 FEET NORTHWEST OF NORTHEAST END OF
 FE1851'A 24-INCH PIPE CULVERT UNDER A DRIVE NORTHWEST TO A FIELD, 25
 FE1851'FEET EAST-NORTHEAST OF CENTER OF CROSSING OF TRACK AND DRIVE,
 FE1851'1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, IN A NARROW
 FE1851'CULTIVATED FIELD ON RAILROAD R/W, 1 FOOT NORTHEAST OF A WHITE
 FE1851'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND
 FE1851'SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.
 FE1851'NOTE-- THE MARK IS IN NARROW PLOWED FIELD AND IS BEING RUN OVER
 FE1851'BY FARM MACHINERY.  THE POST DOES NOT APPEAR TO BE SCARRED AND
 FE1851'MAY NOT BE DISTURBED.
 FE1851
 FE1851                          STATION RECOVERY (2002)
 FE1851
 FE1851'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0110 ***********************************************************************
 GG0110  DESIGNATION -  N 34
 GG0110  PID         -  GG0110
 GG0110  STATE/COUNTY-  AR/BENTON
 GG0110  USGS QUAD   -  GRAVETTE (1981)
 GG0110
 GG0110                         *CURRENT SURVEY CONTROL
 GG0110  ___________________________________________________________________
 GG0110* NAD 83(1986)-  36 25 39.     (N)    094 22 49.     (W)     SCALED    
 GG0110* NAVD 88     -       400.027  (meters)    1312.42   (feet)  ADJUSTED  
 GG0110  ___________________________________________________________________
 GG0110  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GG0110  DYNAMIC HT  -         399.688 (meters)    1311.31  (feet)  COMP
 GG0110  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GG0110
 GG0110  VERT ORDER  -  SECOND    CLASS 0
 GG0110
 GG0110.The horizontal coordinates were scaled from a topographic map and have
 GG0110.an estimated accuracy of +/- 6 seconds.
 GG0110
 GG0110.The orthometric height was determined by differential leveling
 GG0110.and adjusted by the National Geodetic Survey in June 1991..
 GG0110
 GG0110.The geoid height was determined by GEOID03.
 GG0110
 GG0110.The dynamic height is computed by dividing the NAVD 88
 GG0110.geopotential number by the normal gravity value computed on the
 GG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0110.degrees latitude (g = 980.6199 gals.).
 GG0110
 GG0110.The modeled gravity was interpolated from observed gravity values.
 GG0110
 GG0110;                    North         East    Units  Estimated Accuracy
 GG0110;SPC AR N     -   234,920.      186,560.      MT  (+/- 180 meters Scaled)
 GG0110
 GG0110                          SUPERSEDED SURVEY CONTROL
 GG0110
 GG0110  NGVD 29 (??/??/92)  399.898  (m)         1312.00   (f) ADJ UNCH    2 0
 GG0110
 GG0110.Superseded values are not recommended for survey control.
 GG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0110.See file dsdata.txt to determine how the superseded data were derived.
 GG0110
 GG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA762322(NAD 83)
 GG0110_MARKER: DB = BENCH MARK DISK
 GG0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0110_STAMPING: N 34 1934
 GG0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0110+STABILITY: SURFACE MOTION
 GG0110
 GG0110  HISTORY     - Date     Condition        Report By
 GG0110  HISTORY     - 1934     MONUMENTED       CGS
 GG0110  HISTORY     - 1960     GOOD             NGS
 GG0110  HISTORY     - 1968     POOR             USGS
 GG0110  HISTORY     - 1987     GOOD             USPSQD
 GG0110  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0110
 GG0110                          STATION DESCRIPTION
 GG0110
 GG0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0110'2.7 MI W FROM HIWASSE.
 GG0110'THIS MARK RECOVERED AT THE NORTH EDGE OF THE FRONT YARD AT HOME
 GG0110'OF J.N. GLASER, 72 FEET WEST OF THE CENTERLINE OF A DRIVEWAY
 GG0110'AND 24 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 72 (FORMERLY
 GG0110'HIGHWAY 71).  NOTE-- POST IS VERY LOOSE IN GROUND.
 GG0110
 GG0110                          STATION RECOVERY (1968)
 GG0110
 GG0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0110'MARK RECOVERED IN POOR CONDITION.
 GG0110
 GG0110                          STATION RECOVERY (1987)
 GG0110
 GG0110'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0110'RECOVERED IN GOOD CONDITION.
 GG0110
 GG0110                          STATION RECOVERY (1988)
 GG0110
 GG0110'RECOVERY NOTE BY US POWER SQUADRON 1988 (ERW)
 GG0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0950 ***********************************************************************
 GG0950  DESIGNATION -  N 34 RESET
 GG0950  PID         -  GG0950
 GG0950  STATE/COUNTY-  AR/BENTON
 GG0950  USGS QUAD   -  GRAVETTE (1981)
 GG0950
 GG0950                         *CURRENT SURVEY CONTROL
 GG0950  ___________________________________________________________________
 GG0950* NAD 83(1986)-  36 25 39.     (N)    094 22 49.     (W)     SCALED    
 GG0950* NAVD 88     -       399.80   (meters)    1311.7    (feet)  RESET     
 GG0950  ___________________________________________________________________
 GG0950  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GG0950
 GG0950  VERT ORDER  -  THIRD
 GG0950
 GG0950.The horizontal coordinates were scaled from a topographic map and have
 GG0950.an estimated accuracy of +/- 6 seconds.
 GG0950
 GG0950.The orthometric height was computed from unverified reset data.
 GG0950
 GG0950.The geoid height was determined by GEOID03.
 GG0950
 GG0950;                    North         East    Units  Estimated Accuracy
 GG0950;SPC AR N     -   234,920.      186,560.      MT  (+/- 180 meters Scaled)
 GG0950
 GG0950                          SUPERSEDED SURVEY CONTROL
 GG0950
 GG0950  NGVD 29 (08/21/02)  399.67   (m)         1311.3    (f) RESET       3  
 GG0950
 GG0950.Superseded values are not recommended for survey control.
 GG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0950.See file dsdata.txt to determine how the superseded data were derived.
 GG0950
 GG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA762322(NAD 83)
 GG0950_MARKER: DV = VERTICAL CONTROL DISK
 GG0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0950_SP_SET: CONCRETE POST
 GG0950_STAMPING: N 34 RESET 1987
 GG0950_MARK LOGO: NGS   
 GG0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0950+STABILITY: SURFACE MOTION
 GG0950
 GG0950  HISTORY     - Date     Condition        Report By
 GG0950  HISTORY     - 1987     MONUMENTED       ARHD
 GG0950
 GG0950                          STATION DESCRIPTION
 GG0950
 GG0950'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1987
 GG0950'2.7 MILES (4.3 KM) WEST OF HIWASSE, AT THE NORTHWEST CORNER OF THE
 GG0950'YARD OF J.N. GLASSER, 131 FEET (39.9 M) WEST OF THE CENTERLINE OF A
 GG0950'DRIVE AND 38.5 FEET (11.7 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 GG0950'72 (FORMERLY HIGHWAY 71). LOCATED 38.5 FEET (11.7 M) RIGHT OF
 GG0950'CENTERLINE STATION 243+48 ARTD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0325 ***********************************************************************
 GF0325  DESIGNATION -  N 35
 GF0325  PID         -  GF0325
 GF0325  STATE/COUNTY-  AR/BOONE
 GF0325  USGS QUAD   -  OMAHA (1967)
 GF0325
 GF0325                         *CURRENT SURVEY CONTROL
 GF0325  ___________________________________________________________________
 GF0325* NAD 83(1986)-  36 26 58.     (N)    093 12 07.     (W)     SCALED    
 GF0325* NAVD 88     -       352.520  (meters)    1156.56   (feet)  ADJUSTED  
 GF0325  ___________________________________________________________________
 GF0325  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GF0325  DYNAMIC HT  -         352.212 (meters)    1155.55  (feet)  COMP
 GF0325  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 GF0325
 GF0325  VERT ORDER  -  SECOND    CLASS 0
 GF0325
 GF0325.The horizontal coordinates were scaled from a topographic map and have
 GF0325.an estimated accuracy of +/- 6 seconds.
 GF0325
 GF0325.The orthometric height was determined by differential leveling
 GF0325.and adjusted by the National Geodetic Survey in June 1991..
 GF0325
 GF0325.The geoid height was determined by GEOID03.
 GF0325
 GF0325.The dynamic height is computed by dividing the NAVD 88
 GF0325.geopotential number by the normal gravity value computed on the
 GF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0325.degrees latitude (g = 980.6199 gals.).
 GF0325
 GF0325.The modeled gravity was interpolated from observed gravity values.
 GF0325
 GF0325;                    North         East    Units  Estimated Accuracy
 GF0325;SPC AR N     -   235,440.      292,240.      MT  (+/- 180 meters Scaled)
 GF0325
 GF0325                          SUPERSEDED SURVEY CONTROL
 GF0325
 GF0325  NGVD 29 (??/??/92)  352.384  (m)         1156.11   (f) ADJ UNCH    2 0
 GF0325
 GF0325.Superseded values are not recommended for survey control.
 GF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0325.See file dsdata.txt to determine how the superseded data were derived.
 GF0325
 GF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA819338(NAD 83)
 GF0325_MARKER: DB = BENCH MARK DISK
 GF0325_SETTING: 0 = UNSPECIFIED SETTING
 GF0325_STAMPING: N-35 1934
 GF0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0325
 GF0325  HISTORY     - Date     Condition        Report By
 GF0325  HISTORY     - 1934     MONUMENTED       CGS
 GF0325
 GF0325                          STATION DESCRIPTION
 GF0325
 GF0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0325'IN CRICKETT.
 GF0325'IN THE TOWN OF CRICKETT ALONG MISSOURI PACIFIC R.R. ABOUT
 GF0325'27.5 FEET NORTH OF THE NORTHWEST CORNER OF PASSENGER STATION,
 GF0325'34.5 FEET EAST OF RAILROAD CENTERLINE, 4 FEET WEST OF TELEGRAPH
 GF0325'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0080 ***********************************************************************
 GF0080  DESIGNATION -  N 36
 GF0080  PID         -  GF0080
 GF0080  STATE/COUNTY-  AR/BAXTER
 GF0080  USGS QUAD   -  MIDWAY (1981)
 GF0080
 GF0080                         *CURRENT SURVEY CONTROL
 GF0080  ___________________________________________________________________
 GF0080* NAD 83(1986)-  36 24 16.     (N)    092 27 41.     (W)     SCALED    
 GF0080* NAVD 88     -       284.830  (meters)     934.48   (feet)  ADJUSTED  
 GF0080  ___________________________________________________________________
 GF0080  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0080  DYNAMIC HT  -         284.588 (meters)     933.69  (feet)  COMP
 GF0080  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GF0080
 GF0080  VERT ORDER  -  SECOND    CLASS 0
 GF0080
 GF0080.The horizontal coordinates were scaled from a topographic map and have
 GF0080.an estimated accuracy of +/- 6 seconds.
 GF0080
 GF0080.The orthometric height was determined by differential leveling
 GF0080.and adjusted by the National Geodetic Survey in June 1991..
 GF0080
 GF0080.The geoid height was determined by GEOID03.
 GF0080
 GF0080.The dynamic height is computed by dividing the NAVD 88
 GF0080.geopotential number by the normal gravity value computed on the
 GF0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0080.degrees latitude (g = 980.6199 gals.).
 GF0080
 GF0080.The modeled gravity was interpolated from observed gravity values.
 GF0080
 GF0080;                    North         East    Units  Estimated Accuracy
 GF0080;SPC AR N     -   229,880.      358,610.      MT  (+/- 180 meters Scaled)
 GF0080
 GF0080                          SUPERSEDED SURVEY CONTROL
 GF0080
 GF0080  NGVD 29 (??/??/92)  284.711  (m)          934.09   (f) ADJ UNCH    2 0
 GF0080
 GF0080.Superseded values are not recommended for survey control.
 GF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0080.See file dsdata.txt to determine how the superseded data were derived.
 GF0080
 GF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA482289(NAD 83)
 GF0080_MARKER: DB = BENCH MARK DISK
 GF0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0080_STAMPING: N-36 1934
 GF0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0080+STABILITY: SURFACE MOTION
 GF0080
 GF0080  HISTORY     - Date     Condition        Report By
 GF0080  HISTORY     - 1934     MONUMENTED       CGS
 GF0080  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0080
 GF0080                          STATION DESCRIPTION
 GF0080
 GF0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0080'3.6 MI S FROM THREE BROTHERS.
 GF0080'ALONG ST. HWY 5 FROM SCHOOL AT SOUTH DRIVEWAY TO THE ARKWANA
 GF0080'TOURIST CAMP, 36 FEET SOUTH OF FENCE CORNER AT SOUTH DRIVEWAY
 GF0080'TO TOURIST CAMP, 27 FEET EAST OF HIGHWAY CENTERLINE, 1 FT. WEST
 GF0080'OF PROPERTY-LINE FENCE, 90 FEET NORTH OF J.M. RANDALLS MAIL
 GF0080'BOX.  TABLET SET IN PRECAST CONCRETE POST.
 GF0080
 GF0080                          STATION RECOVERY (1965)
 GF0080
 GF0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0131 ***********************************************************************
 GF0131  CBN         -  This is a Cooperative Base Network Control Station.
 GF0131  DESIGNATION -  N 37
 GF0131  PID         -  GF0131
 GF0131  STATE/COUNTY-  AR/MARION
 GF0131  USGS QUAD   -  YELLVILLE (1980)
 GF0131
 GF0131                         *CURRENT SURVEY CONTROL
 GF0131  ___________________________________________________________________
 GF0131* NAD 83(1997)-  36 14 36.99291(N)    092 42 24.44864(W)     ADJUSTED  
 GF0131* NAVD 88     -       252.129  (meters)     827.19   (feet)  ADJUSTED  
 GF0131  ___________________________________________________________________
 GF0131  X           -    -243,219.508 (meters)                     COMP
 GF0131  Y           -  -5,144,498.056 (meters)                     COMP
 GF0131  Z           -   3,750,158.800 (meters)                     COMP
 GF0131  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GF0131  ELLIP HEIGHT-         223.75  (meters)          (09/21/01) GPS OBS
 GF0131  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GF0131  DYNAMIC HT  -         251.907 (meters)     826.46  (feet)  COMP
 GF0131  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 GF0131
 GF0131  HORZ ORDER  -  B
 GF0131  VERT ORDER  -  SECOND    CLASS 0
 GF0131  ELLP ORDER  -  FOURTH    CLASS II
 GF0131
 GF0131.The horizontal coordinates were established by GPS observations
 GF0131.and adjusted by the National Geodetic Survey in September 1997..
 GF0131
 GF0131.The orthometric height was determined by differential leveling
 GF0131.and adjusted by the National Geodetic Survey in June 1991..
 GF0131
 GF0131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0131
 GF0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0131
 GF0131.The ellipsoidal height was determined by GPS observations
 GF0131.and is referenced to NAD 83.
 GF0131
 GF0131.The geoid height was determined by GEOID03.
 GF0131
 GF0131.The dynamic height is computed by dividing the NAVD 88
 GF0131.geopotential number by the normal gravity value computed on the
 GF0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0131.degrees latitude (g = 980.6199 gals.).
 GF0131
 GF0131.The modeled gravity was interpolated from observed gravity values.
 GF0131
 GF0131;                    North         East     Units Scale Factor Converg.
 GF0131;SPC AR N     -   212,164.254   336,470.078   MT  1.00000205   -0 24 40.6
 GF0131;SPC AR N     -   696,075.56  1,103,902.25   sFT  1.00000205   -0 24 40.6
 GF0131;UTM  15      - 4,011,008.672   526,344.725   MT  0.99960855   +0 10 24.1
 GF0131
 GF0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0131!SPC AR N     -   0.99996488  x   1.00000205  =   0.99996693
 GF0131!UTM  15      -   0.99996488  x   0.99960855  =   0.99957345
 GF0131
 GF0131                          SUPERSEDED SURVEY CONTROL
 GF0131
 GF0131  ELLIP H (09/19/97)  223.76   (m)                       GP(       ) 4 1
 GF0131  NAD 83(1986)-  36 14 37.00755(N)    092 42 24.44882(W) AD(       ) 1
 GF0131  NAVD 88 (09/19/97)  252.13   (m)          827.2    (f) LEVELING    3  
 GF0131  NGVD 29 (??/??/92)  252.008  (m)          826.80   (f) ADJ UNCH    2 0
 GF0131
 GF0131.Superseded values are not recommended for survey control.
 GF0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0131.See file dsdata.txt to determine how the superseded data were derived.
 GF0131
 GF0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2634511009(NAD 83)
 GF0131_MARKER: DB = BENCH MARK DISK
 GF0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0131_SP_SET: CONCRETE POST
 GF0131_STAMPING: N 37 1934
 GF0131_MARK LOGO: CGS   
 GF0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0131+STABILITY: SURFACE MOTION
 GF0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0131+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 GF0131
 GF0131  HISTORY     - Date     Condition        Report By
 GF0131  HISTORY     - 1934     MONUMENTED       CGS
 GF0131  HISTORY     - 19890901 GOOD             NGS
 GF0131  HISTORY     - 19900518 GOOD
 GF0131  HISTORY     - 19921122 GOOD             NOS
 GF0131  HISTORY     - 19970228 GOOD             NGS
 GF0131  HISTORY     - 20041209 GOOD             JCLS
 GF0131
 GF0131                          STATION DESCRIPTION
 GF0131
 GF0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0131'1.1 MI W FROM YELLVILLE.
 GF0131'ABOUT 160 FEET EAST OF THE CENTER OF GRADE CROSSING OF U.S.
 GF0131'HWY. 62, 22 FEET NORTH OF RAILROAD CENTERLINE, 1.5 FEET SOUTH
 GF0131'OF R/W FENCE, 95 FEET WEST OF THE WEST END OF CUT, ABOUT 230
 GF0131'FEET WEST OF POLE 393-10.  TABLET SET IN PRECAST CONCRETE POST.
 GF0131
 GF0131                          STATION RECOVERY (1989)
 GF0131
 GF0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0131'STATION IS LOCATED ABOUT 12.4 KM (7.7 MI) EAST OF PYATT, 10.0 KM
 GF0131'(6.2 MI) SOUTHWEST OF FLIPPIN, AND 3.0 KM (1.9 MI) NORTHWEST OF
 GF0131'YELLVILLE.  OWNERSHIP--MISSOURI PACIFIC RAILROAD.
 GF0131'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 62 AND STATE
 GF0131'HIGHWAY 14 IN THE CENTER OF YELLVILLE.  GO NORTHWEST ON U.S.HIGHWAY
 GF0131'62 FOR 2.98 KM (1.85 MI) TO THE STATION ON THE RIGHT.  JUST AFTER
 GF0131'CROSSING THE MISSOURI PACIFIC RAILROAD.
 GF0131'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---N 37 1934---. SET
 GF0131'IN THE TOP OF A 15-CM SQUARE CONCRETE POST THAT PROJECTS 28-CM ABOVE
 GF0131'THE GROUND.  IT IS  51.3 M (168.3 FT) EAST OF THE CENTER OF THE
 GF0131'JUNCTION OF U.S.HIGHWAY 62 AND THE MISSOURI PACIFIC RAILROAD, 17.0 M
 GF0131'(55.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A METAL RAILROAD
 GF0131'JUNCTION BOX, 6.1 M (20.0 FT) NORTH OF THE NEAR RAIL, AND 0.4 M
 GF0131'(1.3 FT) SOUTH OF A METAL WION.
 GF0131'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GF0131'ROD ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SET 35.8 M
 GF0131'(117.5 FT) EAST OF THE RUNWAY CENTERLINE, 25.6 M (84.0 FT)
 GF0131'WEST-SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, AND 6.9 M (22.6 FT)
 GF0131'SOUTH OF THE SOUTH EDGE OF A TURNAROUND.
 GF0131'DESCRIBED BY R.D.BALL
 GF0131
 GF0131                          STATION RECOVERY (1990)
 GF0131
 GF0131'RECOVERED 1990
 GF0131'RECOVERED IN GOOD CONDITION.
 GF0131
 GF0131                          STATION RECOVERY (1992)
 GF0131
 GF0131'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 GF0131'RECOVERED IN GOOD CONDITION.
 GF0131
 GF0131                          STATION RECOVERY (1997)
 GF0131
 GF0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GF0131'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) EAST OF PYATT, 10 KM
 GF0131'(6.20 MI) SOUTHWEST OF FLIPPIN, 3 KM (1.85 MI) NORTHWEST OF YELLVILLE,
 GF0131'IN THE NORTH QUADRANT OF THE JUNCTION OF THE HIGHWAY AND A RAILROAD
 GF0131'TRACK.  OWNERSHIP--MISSOURI PACIFIC RAILROAD.  TO REACH THE STATION
 GF0131'FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 14 IN THE
 GF0131'CENTER OF YELLVILLE, GO NORTHWEST ON HIGHWAY 62 FOR 2.98 KM (1.85 MI)
 GF0131'TO THE STATION ON THE RIGHT JUST AFTER CROSSING THE RAILROAD TRACKS.
 GF0131'THE STATION IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 GF0131'PROJECTING 25 CM ABOVE GROUND.  IT IS 51.3 M (168.3 FT) EAST-NORTHEAST
 GF0131'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND THE RAILROAD TRACKS,
 GF0131'16.7 M (54.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A METAL RAILROAD
 GF0131'JUNCTION BOX, 5.9 M (19.4 FT) NORTH-NORTHWEST OF THE NORTHWEST RAIL OF
 GF0131'THE TRACKS AND 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF A STEEL WITNESS POST.
 GF0131
 GF0131                          STATION RECOVERY (2004)
 GF0131
 GF0131'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 GF0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0104 ***********************************************************************
 GF0104  DESIGNATION -  N 38
 GF0104  PID         -  GF0104
 GF0104  STATE/COUNTY-  AR/FULTON
 GF0104  USGS QUAD   -  GEPP (1966)
 GF0104
 GF0104                         *CURRENT SURVEY CONTROL
 GF0104  ___________________________________________________________________
 GF0104* NAD 83(1986)-  36 23 08.     (N)    092 07 15.     (W)     SCALED    
 GF0104* NAVD 88     -       274.527  (meters)     900.68   (feet)  ADJUSTED  
 GF0104  ___________________________________________________________________
 GF0104  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0104  DYNAMIC HT  -         274.297 (meters)     899.92  (feet)  COMP
 GF0104  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 GF0104
 GF0104  VERT ORDER  -  SECOND    CLASS 0
 GF0104
 GF0104.The horizontal coordinates were scaled from a topographic map and have
 GF0104.an estimated accuracy of +/- 6 seconds.
 GF0104
 GF0104.The orthometric height was determined by differential leveling
 GF0104.and adjusted by the National Geodetic Survey in June 1991..
 GF0104
 GF0104.The geoid height was determined by GEOID03.
 GF0104
 GF0104.The dynamic height is computed by dividing the NAVD 88
 GF0104.geopotential number by the normal gravity value computed on the
 GF0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0104.degrees latitude (g = 980.6199 gals.).
 GF0104
 GF0104.The modeled gravity was interpolated from observed gravity values.
 GF0104
 GF0104;                    North         East    Units  Estimated Accuracy
 GF0104;SPC AR N     -   227,690.      389,160.      MT  (+/- 180 meters Scaled)
 GF0104
 GF0104                          SUPERSEDED SURVEY CONTROL
 GF0104
 GF0104  NGVD 29 (??/??/92)  274.415  (m)          900.31   (f) ADJ UNCH    2 0
 GF0104
 GF0104.Superseded values are not recommended for survey control.
 GF0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0104.See file dsdata.txt to determine how the superseded data were derived.
 GF0104
 GF0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA788270(NAD 83)
 GF0104_MARKER: DB = BENCH MARK DISK
 GF0104_SETTING: 0 = UNSPECIFIED SETTING
 GF0104_STAMPING: N-38 1934
 GF0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0104
 GF0104  HISTORY     - Date     Condition        Report By
 GF0104  HISTORY     - 1934     MONUMENTED       CGS
 GF0104  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0104
 GF0104                          STATION DESCRIPTION
 GF0104
 GF0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0104'8 MI W FROM VIOLA.
 GF0104'ABOUT .1 MILE EAST OF JUNCTION OF DIM ROAD WEST AT A CURVE IN
 GF0104'HIGHWAY, 200 FT. EAST OF FENCE CORNER AT SOUTH SIDE OF HIGHWAY,
 GF0104'330 FT. NORTHWEST OF THE WEST END OF A CURVE, 27.3 FEET NORTHEAST
 GF0104'OF HIGHWAY CENTERLINE, 1 FT. SOUTHWEST OF PROPERTY-LINE FENCE.
 GF0104
 GF0104                          STATION RECOVERY (1965)
 GF0104
 GF0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0067 ***********************************************************************
 GF0067  DESIGNATION -  N 39
 GF0067  PID         -  GF0067
 GF0067  STATE/COUNTY-  AR/IZARD
 GF0067  USGS QUAD   -  CALICO ROCK (1964)
 GF0067
 GF0067                         *CURRENT SURVEY CONTROL
 GF0067  ___________________________________________________________________
 GF0067* NAD 83(1986)-  36 05 34.     (N)    092 07 33.     (W)     SCALED    
 GF0067* NAVD 88     -       111.009  (meters)     364.20   (feet)  ADJUSTED  
 GF0067  ___________________________________________________________________
 GF0067  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GF0067  DYNAMIC HT  -         110.915 (meters)     363.89  (feet)  COMP
 GF0067  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GF0067
 GF0067  VERT ORDER  -  SECOND    CLASS 0
 GF0067
 GF0067.The horizontal coordinates were scaled from a topographic map and have
 GF0067.an estimated accuracy of +/- 6 seconds.
 GF0067
 GF0067.The orthometric height was determined by differential leveling
 GF0067.and adjusted by the National Geodetic Survey in June 1991..
 GF0067
 GF0067.The geoid height was determined by GEOID03.
 GF0067
 GF0067.The dynamic height is computed by dividing the NAVD 88
 GF0067.geopotential number by the normal gravity value computed on the
 GF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0067.degrees latitude (g = 980.6199 gals.).
 GF0067
 GF0067.The modeled gravity was interpolated from observed gravity values.
 GF0067
 GF0067;                    North         East    Units  Estimated Accuracy
 GF0067;SPC AR N     -   195,210.      388,670.      MT  (+/- 180 meters Scaled)
 GF0067
 GF0067                          SUPERSEDED SURVEY CONTROL
 GF0067
 GF0067  NGVD 29 (??/??/92)  110.909  (m)          363.87   (f) ADJ UNCH    2 0
 GF0067
 GF0067.Superseded values are not recommended for survey control.
 GF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0067.See file dsdata.txt to determine how the superseded data were derived.
 GF0067
 GF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV786945(NAD 83)
 GF0067_MARKER: DB = BENCH MARK DISK
 GF0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0067_STAMPING: N-39 1934
 GF0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0067+STABILITY: SURFACE MOTION
 GF0067
 GF0067  HISTORY     - Date     Condition        Report By
 GF0067  HISTORY     - 1934     MONUMENTED       CGS
 GF0067
 GF0067                          STATION DESCRIPTION
 GF0067
 GF0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0067'1.9 MI SE FROM CALICO ROCK.
 GF0067'AT THE CRESWELL SWITCH, 6 FEET SOUTHEAST OF THE STATION, 86
 GF0067'FEET SOUTHEAST OF SWITCH STAND AT NORTH SIDE OF RAILROAD, 52
 GF0067'FEET SOUTHEAST OF POLE 339-16, 24.3 FEET NORTHEAST OF RAILROAD
 GF0067'CENTERLINE, 26 FEET SOUTHWEST OF R/W FENCE.  TABLET SET IN
 GF0067'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0113 ***********************************************************************
 FF0113  DESIGNATION -  N 4
 FF0113  PID         -  FF0113
 FF0113  STATE/COUNTY-  AR/POINSETT
 FF0113  USGS QUAD   -  TYRONZA (1974)
 FF0113
 FF0113                         *CURRENT SURVEY CONTROL
 FF0113  ___________________________________________________________________
 FF0113* NAD 83(1986)-  35 28 04.     (N)    090 19 31.     (W)     SCALED    
 FF0113* NAVD 88     -        67.063  (meters)     220.02   (feet)  ADJUSTED  
 FF0113  ___________________________________________________________________
 FF0113  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF0113  DYNAMIC HT  -          67.004 (meters)     219.83  (feet)  COMP
 FF0113  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 FF0113
 FF0113  VERT ORDER  -  FIRST     CLASS II
 FF0113
 FF0113.The horizontal coordinates were scaled from a topographic map and have
 FF0113.an estimated accuracy of +/- 6 seconds.
 FF0113
 FF0113.The orthometric height was determined by differential leveling
 FF0113.and adjusted by the National Geodetic Survey in June 1991..
 FF0113.WARNING-Repeat measurements at this control monument indicate possible
 FF0113.vertical movement.
 FF0113
 FF0113.The geoid height was determined by GEOID03.
 FF0113
 FF0113.The dynamic height is computed by dividing the NAVD 88
 FF0113.geopotential number by the normal gravity value computed on the
 FF0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0113.degrees latitude (g = 980.6199 gals.).
 FF0113
 FF0113.The modeled gravity was interpolated from observed gravity values.
 FF0113
 FF0113;                    North         East    Units  Estimated Accuracy
 FF0113;SPC AR N     -   127,150.      551,990.      MT  (+/- 180 meters Scaled)
 FF0113
 FF0113                          SUPERSEDED SURVEY CONTROL
 FF0113
 FF0113  NGVD 29 (??/??/??)   67.003  (m)          219.83   (f) ADJUSTED    1 2
 FF0113
 FF0113.Superseded values are not recommended for survey control.
 FF0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0113.See file dsdata.txt to determine how the superseded data were derived.
 FF0113
 FF0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV427282(NAD 83)
 FF0113_MARKER: DB = BENCH MARK DISK
 FF0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0113_STAMPING: 220.397 N 4 1923
 FF0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0113+STABILITY: SURFACE MOTION
 FF0113
 FF0113  HISTORY     - Date     Condition        Report By
 FF0113  HISTORY     - 1928     MONUMENTED       CGS
 FF0113  HISTORY     - 1956     POOR             CGS
 FF0113  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0113  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0113
 FF0113                          STATION DESCRIPTION
 FF0113
 FF0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0113'2.5 MI SE FROM TYRONZA.
 FF0113'2.5 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0113'FROM THE STATION AT TYRONZA, ABOUT 0.65 MILE SOUTHEAST OF CROSSING
 FF0113'OF STATE HIGHWAY 135, ACROSS TRACK FROM A POINT BETWEEN MILEAGE
 FF0113'TELEPHONE POLES NO. 454/15 AND 454/16, 33 FEET SOUTHWEST OF
 FF0113'SOUTHWEST RAIL, 205 FEET NORTHWEST OF CENTER OF CROSSING OFTEN
 FF0113'GRAVEL ROAD LEADING EAST, 11.6 FEET SOUTH OF THE SECOND TELEPHONE
 FF0113'POLE NORTHWEST OF CROSSING, 48 1/2 FEET NORTHEAST OF CENTER LINE
 FF0113'OF U.S. HIGHWAY 63, 24 1/2 FEET SOUTHWEST OF SOUTHEAST POST OF
 FF0113'AN EXTRA RAIL SUPPORT, 70 FEET NORTHWEST OF NORTH CORNER OF AN
 FF0113'ABANDONED CONCRETE BASE, 2 FEET NORTHWEST OF A WHITE WOODEN
 FF0113'WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 FF0113'TOP OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.  NOTE-- THE
 FF0113'MARK HAS BEEN HIT BY HEAVY MACHINERY AND THE CONCRETE IS CHIPPED
 FF0113'FROM POST.  THE DISK IS MUTILATED, HOWEVER STAMPING IS STILL
 FF0113'LEGIBLE.  MARK WILL PROBABLY HOLD ITS PRESENT ELEVATION AS IT
 FF0113'APPEARS TO BE SOLID IN GROUND AND NOT BROKEN.
 FF0113
 FF0113                          STATION RECOVERY (1974)
 FF0113
 FF0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0113'MARK NOT FOUND.
 FF0113
 FF0113                          STATION RECOVERY (1992)
 FF0113
 FF0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0113'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0603 ***********************************************************************
 GE0603  DESIGNATION -  N 40 RESET
 GE0603  PID         -  GE0603
 GE0603  STATE/COUNTY-  AR/SHARP
 GE0603  USGS QUAD   -  STUART (1981)
 GE0603
 GE0603                         *CURRENT SURVEY CONTROL
 GE0603  ___________________________________________________________________
 GE0603* NAD 83(1986)-  36 17 33.     (N)    091 30 20.     (W)     SCALED    
 GE0603* NAVD 88     -       202.195  (meters)     663.37   (feet)  ADJUSTED  
 GE0603  ___________________________________________________________________
 GE0603  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GE0603  DYNAMIC HT  -         202.025 (meters)     662.81  (feet)  COMP
 GE0603  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 GE0603
 GE0603  VERT ORDER  -  SECOND    CLASS 0
 GE0603
 GE0603.The horizontal coordinates were scaled from a topographic map and have
 GE0603.an estimated accuracy of +/- 6 seconds.
 GE0603
 GE0603.The orthometric height was determined by differential leveling
 GE0603.and adjusted by the National Geodetic Survey in June 1991..
 GE0603
 GE0603.The geoid height was determined by GEOID03.
 GE0603
 GE0603.The dynamic height is computed by dividing the NAVD 88
 GE0603.geopotential number by the normal gravity value computed on the
 GE0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0603.degrees latitude (g = 980.6199 gals.).
 GE0603
 GE0603.The modeled gravity was interpolated from observed gravity values.
 GE0603
 GE0603;                    North         East    Units  Estimated Accuracy
 GE0603;SPC AR N     -   217,470.      444,420.      MT  (+/- 180 meters Scaled)
 GE0603
 GE0603                          SUPERSEDED SURVEY CONTROL
 GE0603
 GE0603  NGVD 29 (??/??/92)  202.089  (m)          663.02   (f) ADJ UNCH    2 0
 GE0603
 GE0603.Superseded values are not recommended for survey control.
 GE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0603.See file dsdata.txt to determine how the superseded data were derived.
 GE0603
 GE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA341174(NAD 83)
 GE0603_MARKER: DB = BENCH MARK DISK
 GE0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0603_SP_SET: CULVERT
 GE0603_STAMPING: N 40 RESET 1955
 GE0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0603
 GE0603  HISTORY     - Date     Condition        Report By
 GE0603  HISTORY     - 1955     MONUMENTED       CGS
 GE0603
 GE0603                          STATION DESCRIPTION
 GE0603
 GE0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0603'3 MI SW FROM HARDY.
 GE0603'3.0 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 62 FROM THE ST.
 GE0603'LOUIS-SAN FRANCISCO RAILROAD STATION AT HARDY, AT A JUNCTION
 GE0603'WITH NEW U.S. HIGHWAY 62, 65 FEET NORTHEAST OF A FENCE CORNER,
 GE0603'30 FEET WEST OF THE CENTER LINE OF THE NEW HIGHWAY, SET IN THE
 GE0603'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT
 GE0603'UNDER THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0301 ***********************************************************************
 GE0301  DESIGNATION -  N 41
 GE0301  PID         -  GE0301
 GE0301  STATE/COUNTY-  AR/RANDOLPH
 GE0301  USGS QUAD   -  MAYNARD (1968)
 GE0301
 GE0301                         *CURRENT SURVEY CONTROL
 GE0301  ___________________________________________________________________
 GE0301* NAD 83(1986)-  36 23 26.     (N)    090 54 32.     (W)     SCALED    
 GE0301* NAVD 88     -       116.135  (meters)     381.02   (feet)  ADJUSTED  
 GE0301  ___________________________________________________________________
 GE0301  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GE0301  DYNAMIC HT  -         116.042 (meters)     380.71  (feet)  COMP
 GE0301  MODELED GRAV-     979,823.4   (mgal)                       NAVD 88
 GE0301
 GE0301  VERT ORDER  -  SECOND    CLASS 0
 GE0301
 GE0301.The horizontal coordinates were scaled from a topographic map and have
 GE0301.an estimated accuracy of +/- 6 seconds.
 GE0301
 GE0301.The orthometric height was determined by differential leveling
 GE0301.and adjusted by the National Geodetic Survey in June 1991..
 GE0301
 GE0301.The geoid height was determined by GEOID03.
 GE0301
 GE0301.The dynamic height is computed by dividing the NAVD 88
 GE0301.geopotential number by the normal gravity value computed on the
 GE0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0301.degrees latitude (g = 980.6199 gals.).
 GE0301
 GE0301.The modeled gravity was interpolated from observed gravity values.
 GE0301
 GE0301;                    North         East    Units  Estimated Accuracy
 GE0301;SPC AR N     -   228,790.      497,890.      MT  (+/- 180 meters Scaled)
 GE0301
 GE0301                          SUPERSEDED SURVEY CONTROL
 GE0301
 GE0301  NGVD 29 (??/??/92)  116.064  (m)          380.79   (f) ADJ UNCH    2 0
 GE0301
 GE0301.Superseded values are not recommended for survey control.
 GE0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0301.See file dsdata.txt to determine how the superseded data were derived.
 GE0301
 GE0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA875292(NAD 83)
 GE0301_MARKER: DB = BENCH MARK DISK
 GE0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0301_SP_SET: CULVERT
 GE0301_STAMPING: N 41 1934
 GE0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0301+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 GE0301
 GE0301  HISTORY     - Date     Condition        Report By
 GE0301  HISTORY     - 1934     MONUMENTED       CGS
 GE0301  HISTORY     - 20020914 GOOD             USACE
 GE0301
 GE0301                          STATION DESCRIPTION
 GE0301
 GE0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0301'2.2 MI S FROM MAYNARD.
 GE0301'2.2 MILES SOUTH ALONG STATE HIGHWAY 115 FROM THE POST OFFICE
 GE0301'AT MAYNARD, RANDOLPH COUNTY, 0.1 MILE NORTH OF THE SUMMIT OF A
 GE0301'HILL, AT 8 BY 6 BY 27 FOOT CONCRETE BOX CULVERT 462+34 AND IN THE
 GE0301'TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL.  A STANDARD
 GE0301'DISK, STAMPED N41 1934.
 GE0301
 GE0301                          STATION RECOVERY (2002)
 GE0301
 GE0301'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1557 ***********************************************************************
 FF1557  DESIGNATION -  N 42
 FF1557  PID         -  FF1557
 FF1557  STATE/COUNTY-  AR/INDEPENDENCE
 FF1557  USGS QUAD   -  CONCORD (1973)
 FF1557
 FF1557                         *CURRENT SURVEY CONTROL
 FF1557  ___________________________________________________________________
 FF1557* NAD 83(1997)-  35 43 00.98740(N)    091 45 02.71130(W)     ADJUSTED  
 FF1557* NAVD 88     -       121.223  (meters)     397.71   (feet)  ADJUSTED  
 FF1557  ___________________________________________________________________
 FF1557  X           -    -158,394.208 (meters)                     COMP
 FF1557  Y           -  -5,182,052.631 (meters)                     COMP
 FF1557  Z           -   3,702,791.978 (meters)                     COMP
 FF1557  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FF1557  ELLIP HEIGHT-          93.81  (meters)          (09/24/01) GPS OBS
 FF1557  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF1557  DYNAMIC HT  -         121.118 (meters)     397.37  (feet)  COMP
 FF1557  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 FF1557
 FF1557  HORZ ORDER  -  FIRST
 FF1557  VERT ORDER  -  SECOND    CLASS 0
 FF1557  ELLP ORDER  -  FOURTH    CLASS II
 FF1557
 FF1557.The horizontal coordinates were established by GPS observations
 FF1557.and adjusted by the National Geodetic Survey in September 1999..
 FF1557
 FF1557.The orthometric height was determined by differential leveling
 FF1557.and adjusted by the National Geodetic Survey in June 1991..
 FF1557
 FF1557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1557
 FF1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1557
 FF1557.The ellipsoidal height was determined by GPS observations
 FF1557.and is referenced to NAD 83.
 FF1557
 FF1557.The geoid height was determined by GEOID03.
 FF1557
 FF1557.The dynamic height is computed by dividing the NAVD 88
 FF1557.geopotential number by the normal gravity value computed on the
 FF1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1557.degrees latitude (g = 980.6199 gals.).
 FF1557
 FF1557.The modeled gravity was interpolated from observed gravity values.
 FF1557
 FF1557;                    North         East     Units Scale Factor Converg.
 FF1557;SPC AR N     -   153,528.541   422,551.641   MT  0.99993861   +0 08 42.1
 FF1557;SPC AR N     -   503,701.55  1,386,321.51   sFT  0.99993861   +0 08 42.1
 FF1557;UTM  15      - 3,953,273.004   612,995.502   MT  0.99975733   +0 43 45.7
 FF1557
 FF1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1557!SPC AR N     -   0.99998528  x   0.99993861  =   0.99992389
 FF1557!UTM  15      -   0.99998528  x   0.99975733  =   0.99974261
 FF1557
 FF1557                          SUPERSEDED SURVEY CONTROL
 FF1557
 FF1557  ELLIP H (09/14/99)   93.80   (m)                       GP(       ) 4 1
 FF1557  NAD 83(1986)-  35 43 00.99768(N)    091 45 02.71082(W) AD(       ) 1
 FF1557  NGVD 29 (??/??/??)  121.148  (m)          397.47   (f) ADJUSTED    2 0
 FF1557
 FF1557.Superseded values are not recommended for survey control.
 FF1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1557.See file dsdata.txt to determine how the superseded data were derived.
 FF1557
 FF1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1299653273(NAD 83)
 FF1557_MARKER: DB = BENCH MARK DISK
 FF1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1557_SP_SET: CONCRETE POST
 FF1557_STAMPING: N 42 1935 397.466
 FF1557_MARK LOGO: CGS   
 FF1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1557+STABILITY: SURFACE MOTION
 FF1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1557+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 FF1557
 FF1557  HISTORY     - Date     Condition        Report By
 FF1557  HISTORY     - 1935     MONUMENTED       CGS
 FF1557  HISTORY     - 1949     GOOD             CGS
 FF1557  HISTORY     - 19900319 GOOD             NGS
 FF1557  HISTORY     - 20040517 GOOD             ARHD
 FF1557
 FF1557                          STATION DESCRIPTION
 FF1557
 FF1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF1557'0.6 MI SW FROM LOCUST GROVE.
 FF1557'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1557'AT LOCUST GROVE, INDEPENDENCE COUNTY, 250 FEET WEST OF THE SUMMIT
 FF1557'OF A HILL, 39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 22
 FF1557'FEET WEST OF THE CENTERLINE OF A FARM GATE, AND 1 FOOT SOUTH OF
 FF1557'THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED N 42 1935 AND
 FF1557'SET IN THE TOP OF A CONCRETE POST.
 FF1557
 FF1557                          STATION RECOVERY (1990)
 FF1557
 FF1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1557'STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) WEST-NORTHWEST OF SOUTHSIDE,
 FF1557'9.8 KM (6.1 MI) NORTHEAST OF CONCORD, AND 0.7 KM (0.4 MI) SOUTHWEST
 FF1557'OF LOCUST GROVE.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION
 FF1557'DEPARTMENT.
 FF1557'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 25 IN SOUTHWEST
 FF1557'LOCUST GROVE.  GO SOUTHWEST ON STATE HIGHWAY 25 FOR 0.66 KM
 FF1557'(0.41 MI) TO A FIELD ENTRANCE ROAD AND GATE ON THE RIGHT AND THE
 FF1557'STATION ON THE RIGHT.
 FF1557'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---N 42 1935
 FF1557'397.466---.  SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST THAT
 FF1557'PROJECTS 13-CM ABOVE THE GROUND.  IT IS 11.9 M (39.0 FT) NORTH OF THE
 FF1557'CENTERLINE OF STATE HIGHWAY 25, 7.3 M (24.0 FT) WEST OF THE CENTER OF
 FF1557'THE FIELD ENTRANCE ROAD, 6.5 M (21.3 FT) EAST OF UTILITY POLE NUMBER
 FF1557'164 100, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND 0.25 M (0.82 FT) EAST
 FF1557'OF A METAL WITNESS POST.
 FF1557'DESCRIBED BY E.J.HANSMANN.  CHECKED BY R.D.BALL.
 FF1557
 FF1557                          STATION RECOVERY (2004)
 FF1557
 FF1557'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FF1557'RECOVERED AS DESCRIBED IN GOOD CONDITION  SUTIBALE FOR SATELLITE
 FF1557'OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1130 ***********************************************************************
 FF1130  DESIGNATION -  N 43
 FF1130  PID         -  FF1130
 FF1130  STATE/COUNTY-  AR/INDEPENDENCE
 FF1130  USGS QUAD   -  NEWARK (1981)
 FF1130
 FF1130                         *CURRENT SURVEY CONTROL
 FF1130  ___________________________________________________________________
 FF1130* NAD 83(1986)-  35 41 45.     (N)    091 26 44.     (W)     SCALED    
 FF1130* NAVD 88     -        76.035  (meters)     249.46   (feet)  ADJUSTED  
 FF1130  ___________________________________________________________________
 FF1130  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF1130  DYNAMIC HT  -          75.970 (meters)     249.24  (feet)  COMP
 FF1130  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 FF1130
 FF1130  VERT ORDER  -  SECOND    CLASS 0
 FF1130
 FF1130.The horizontal coordinates were scaled from a topographic map and have
 FF1130.an estimated accuracy of +/- 6 seconds.
 FF1130
 FF1130.The orthometric height was determined by differential leveling
 FF1130.and adjusted by the National Geodetic Survey in June 1991..
 FF1130
 FF1130.The geoid height was determined by GEOID03.
 FF1130
 FF1130.The dynamic height is computed by dividing the NAVD 88
 FF1130.geopotential number by the normal gravity value computed on the
 FF1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1130.degrees latitude (g = 980.6199 gals.).
 FF1130
 FF1130.The modeled gravity was interpolated from observed gravity values.
 FF1130
 FF1130;                    North         East    Units  Estimated Accuracy
 FF1130;SPC AR N     -   151,300.      450,180.      MT  (+/- 180 meters Scaled)
 FF1130
 FF1130                          SUPERSEDED SURVEY CONTROL
 FF1130
 FF1130  NGVD 29 (??/??/??)   75.963  (m)          249.22   (f) ADJUSTED    2 0
 FF1130
 FF1130.Superseded values are not recommended for survey control.
 FF1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1130.See file dsdata.txt to determine how the superseded data were derived.
 FF1130
 FF1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV406513(NAD 83)
 FF1130_MARKER: DB = BENCH MARK DISK
 FF1130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1130_SP_SET: BUILDING
 FF1130_STAMPING: N 43 1935
 FF1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1130+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 FF1130
 FF1130  HISTORY     - Date     Condition        Report By
 FF1130  HISTORY     - 1935     MONUMENTED       CGS
 FF1130  HISTORY     - 1954     GOOD             LOCENG
 FF1130  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF1130  HISTORY     - 20030513 GOOD             JCLS
 FF1130
 FF1130                          STATION DESCRIPTION
 FF1130
 FF1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1130'AT NEWARK.
 FF1130'AT NEWARK, INDEPENDENCE COUNTY, ON FRONT STREET ACROSS THE STREET
 FF1130'NORTH FROM THE MISSOURI PACIFIC RAILROAD STATION, ABOUT 300
 FF1130'FEET NORTH OF THE CENTER LINE OF THE TRACK, IN THE WALL OF
 FF1130'THE FIRST NATIONAL BANK, 25 FEET EAST OF THE ENTRANCE, AND ABOUT
 FF1130'4.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED N 43 1935
 FF1130'AND SET VERTICALLY.
 FF1130
 FF1130                          STATION RECOVERY (1954)
 FF1130
 FF1130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 FF1130'RECOVERED IN GOOD CONDITION.
 FF1130
 FF1130                          STATION RECOVERY (2002)
 FF1130
 FF1130'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1130'BUILDING HAS BEEN REBRICKED.
 FF1130'NEW MONUMENT SET, STAMPED N 43 RESET 1992, NGS.
 FF1130
 FF1130                          STATION RECOVERY (2003)
 FF1130
 FF1130'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 FF1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1284 ***********************************************************************
 FG1284  DESIGNATION -  N 46
 FG1284  PID         -  FG1284
 FG1284  STATE/COUNTY-  AR/YELL
 FG1284  USGS QUAD   -  MAGAZINE MOUNTAIN NE (1966)
 FG1284
 FG1284                         *CURRENT SURVEY CONTROL
 FG1284  ___________________________________________________________________
 FG1284* NAD 83(1986)-  35 07 35.     (N)    093 34 31.     (W)     SCALED    
 FG1284* NAVD 88     -       135.657  (meters)     445.07   (feet)  ADJUSTED  
 FG1284  ___________________________________________________________________
 FG1284  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FG1284  DYNAMIC HT  -         135.523 (meters)     444.63  (feet)  COMP
 FG1284  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 FG1284
 FG1284  VERT ORDER  -  SECOND    CLASS 0
 FG1284
 FG1284.The horizontal coordinates were scaled from a topographic map and have
 FG1284.an estimated accuracy of +/- 6 seconds.
 FG1284
 FG1284.The orthometric height was determined by differential leveling
 FG1284.and adjusted by the National Geodetic Survey in June 1991..
 FG1284
 FG1284.The geoid height was determined by GEOID03.
 FG1284
 FG1284.The dynamic height is computed by dividing the NAVD 88
 FG1284.geopotential number by the normal gravity value computed on the
 FG1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1284.degrees latitude (g = 980.6199 gals.).
 FG1284
 FG1284.The modeled gravity was interpolated from observed gravity values.
 FG1284
 FG1284;                    North         East    Units  Estimated Accuracy
 FG1284;SPC AR N     -    89,130.      256,430.      MT  (+/- 180 meters Scaled)
 FG1284
 FG1284                          SUPERSEDED SURVEY CONTROL
 FG1284
 FG1284  NGVD 29 (??/??/92)  135.600  (m)          444.88   (f) ADJ UNCH    2 0
 FG1284
 FG1284.Superseded values are not recommended for survey control.
 FG1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1284.See file dsdata.txt to determine how the superseded data were derived.
 FG1284
 FG1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU475872(NAD 83)
 FG1284_MARKER: DB = BENCH MARK DISK
 FG1284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1284_SP_SET: ABUTMENT
 FG1284_STAMPING: N-46 1934
 FG1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1284
 FG1284  HISTORY     - Date     Condition        Report By
 FG1284  HISTORY     - 1934     MONUMENTED       CGS
 FG1284
 FG1284                          STATION DESCRIPTION
 FG1284
 FG1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1284'2.9 MI E FROM WAVELAND.
 FG1284'2.9 MILE EAST OF, ALONG C.R.I. AND P.RY. FROM STATION.  TABLET SET
 FG1284'HORIZONTALLY ON NORTH END OF EAST ABUTMENT TO R.R. BRIDGE NO. 2316.
 FG1284'ABOUT 0.4 MILE WEST OF M.P. 232.  ABOUT 0.4 MILE WEST OF M.P. 232.
 FG1284'ABOUT 500-FEET SOUTH OF A.B. SMITHS FARM HOUSE.  8.6 FEET NORTH OF
 FG1284'CENTERLINE OF C.R.I. AND P. RY.  1.3 FEET SOUTH OF NORTH END OF
 FG1284'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1073 ***********************************************************************
 FG1073  DESIGNATION -  N 47
 FG1073  PID         -  FG1073
 FG1073  STATE/COUNTY-  AR/POPE
 FG1073  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1073
 FG1073                         *CURRENT SURVEY CONTROL
 FG1073  ___________________________________________________________________
 FG1073* NAD 83(1986)-  35 28 44.     (N)    093 09 56.     (W)     SCALED    
 FG1073* NAVD 88     -       169.374  (meters)     555.69   (feet)  ADJUSTED  
 FG1073  ___________________________________________________________________
 FG1073  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FG1073  DYNAMIC HT  -         169.217 (meters)     555.17  (feet)  COMP
 FG1073  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 FG1073
 FG1073  VERT ORDER  -  SECOND    CLASS 0
 FG1073
 FG1073.The horizontal coordinates were scaled from a topographic map and have
 FG1073.an estimated accuracy of +/- 6 seconds.
 FG1073
 FG1073.The orthometric height was determined by differential leveling
 FG1073.and adjusted by the National Geodetic Survey in June 1991..
 FG1073
 FG1073.The geoid height was determined by GEOID03.
 FG1073
 FG1073.The dynamic height is computed by dividing the NAVD 88
 FG1073.geopotential number by the normal gravity value computed on the
 FG1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1073.degrees latitude (g = 980.6199 gals.).
 FG1073
 FG1073.The modeled gravity was interpolated from observed gravity values.
 FG1073
 FG1073;                    North         East    Units  Estimated Accuracy
 FG1073;SPC AR N     -   127,720.      294,230.      MT  (+/- 180 meters Scaled)
 FG1073
 FG1073                          SUPERSEDED SURVEY CONTROL
 FG1073
 FG1073  NGVD 29 (??/??/92)  169.326  (m)          555.53   (f) ADJ UNCH    2 0
 FG1073
 FG1073.Superseded values are not recommended for survey control.
 FG1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1073.See file dsdata.txt to determine how the superseded data were derived.
 FG1073
 FG1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV849261(NAD 83)
 FG1073_MARKER: DB = BENCH MARK DISK
 FG1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1073_STAMPING: N 47 1934
 FG1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1073+STABILITY: SURFACE MOTION
 FG1073
 FG1073  HISTORY     - Date     Condition        Report By
 FG1073  HISTORY     - 1935     MONUMENTED       CGS
 FG1073  HISTORY     - 1989     GOOD             USPSQD
 FG1073  HISTORY     - 1990     GOOD             USPSQD
 FG1073
 FG1073                          STATION DESCRIPTION
 FG1073
 FG1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1073'7.4 MI NW FROM DOVER.
 FG1073'7.4 MILES NORTHWEST OF DOVER SCHOOL, ALONG ST. HWY. 7.  SUMMIT OF
 FG1073'SMALL HILL.  133.7 FEET EAST OF EAST CORNER OF WHITE RESIDENCE
 FG1073'BELONGING TO ARTHUR JONES.  43 FEET SOUTHWEST OF CENTERLINE OF ST.
 FG1073'HWY. 7.  18 FEET SOUTH OF CENTERLINE OF DRIVEWAY TO ARTHUR JONES
 FG1073'RESIDENCE.  9.9 FEET SOUTHWEST OF TELEPHONE POLE.  TABLET SET IN
 FG1073'PRECAST CONCRETE POST.
 FG1073
 FG1073                          STATION RECOVERY (1989)
 FG1073
 FG1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1073'RECOVERED IN GOOD CONDITION.
 FG1073
 FG1073                          STATION RECOVERY (1990)
 FG1073
 FG1073'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDM)
 FG1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0055 ***********************************************************************
 FG0055  FBN         -  This is a Federal Base Network Control Station.
 FG0055  DESIGNATION -  N 48
 FG0055  PID         -  FG0055
 FG0055  STATE/COUNTY-  AR/VAN BUREN
 FG0055  USGS QUAD   -  CLINTON (1981)
 FG0055
 FG0055                         *CURRENT SURVEY CONTROL
 FG0055  ___________________________________________________________________
 FG0055* NAD 83(1997)-  35 35 33.21801(N)    092 27 27.00767(W)     ADJUSTED  
 FG0055* NAVD 88     -       154.833  (meters)     507.98   (feet)  ADJUSTED  
 FG0055  ___________________________________________________________________
 FG0055  X           -    -222,647.741 (meters)                     COMP
 FG0055  Y           -  -5,187,768.499 (meters)                     COMP
 FG0055  Z           -   3,691,597.733 (meters)                     COMP
 FG0055  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 FG0055  ELLIP HEIGHT-         126.96  (meters)          (07/20/01) GPS OBS
 FG0055  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0055  DYNAMIC HT  -         154.693 (meters)     507.52  (feet)  COMP
 FG0055  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FG0055
 FG0055  HORZ ORDER  -  A
 FG0055  VERT ORDER  -  SECOND    CLASS 0
 FG0055  ELLP ORDER  -  FOURTH    CLASS I
 FG0055
 FG0055.The horizontal coordinates were established by GPS observations
 FG0055.and adjusted by the National Geodetic Survey in July 2001..
 FG0055
 FG0055.The orthometric height was determined by differential leveling
 FG0055.and adjusted by the National Geodetic Survey in June 1991..
 FG0055
 FG0055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG0055
 FG0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG0055
 FG0055.The ellipsoidal height was determined by GPS observations
 FG0055.and is referenced to NAD 83.
 FG0055
 FG0055.The geoid height was determined by GEOID03.
 FG0055
 FG0055.The dynamic height is computed by dividing the NAVD 88
 FG0055.geopotential number by the normal gravity value computed on the
 FG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0055.degrees latitude (g = 980.6199 gals.).
 FG0055
 FG0055.The modeled gravity was interpolated from observed gravity values.
 FG0055
 FG0055;                    North         East     Units Scale Factor Converg.
 FG0055;SPC AR N     -   139,796.857   358,541.588   MT  0.99993595   -0 15 58.4
 FG0055;SPC AR N     -   458,650.19  1,176,315.19   sFT  0.99993595   -0 15 58.4
 FG0055;UTM  15      - 3,938,894.413   549,144.545   MT  0.99962976   +0 18 56.7
 FG0055
 FG0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0055!SPC AR N     -   0.99998007  x   0.99993595  =   0.99991602
 FG0055!UTM  15      -   0.99998007  x   0.99962976  =   0.99960984
 FG0055
 FG0055                          SUPERSEDED SURVEY CONTROL
 FG0055
 FG0055  NGVD 29 (??/??/92)  154.755  (m)          507.73   (f) ADJ UNCH    2 0
 FG0055
 FG0055.Superseded values are not recommended for survey control.
 FG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0055.See file dsdata.txt to determine how the superseded data were derived.
 FG0055
 FG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4914538894(NAD 83)
 FG0055_MARKER: DB = BENCH MARK DISK
 FG0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0055_STAMPING: N-48 1934
 FG0055_MARK LOGO: CGS   
 FG0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0055+STABILITY: SURFACE MOTION
 FG0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0055+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 FG0055
 FG0055  HISTORY     - Date     Condition        Report By
 FG0055  HISTORY     - 1934     MONUMENTED       CGS
 FG0055  HISTORY     - 1939     GOOD             NGS
 FG0055  HISTORY     - 20000114 GOOD             NGS
 FG0055  HISTORY     - 20040922 GOOD             NGS
 FG0055  HISTORY     - 20050927 GOOD             NGS
 FG0055
 FG0055                          STATION DESCRIPTION
 FG0055
 FG0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0055'IN CLINTON.
 FG0055'IN NORTHWEST CORNER OF YARD TO W. S. PEELS RESIDENCE.  68.3 FEET
 FG0055'SOUTHWEST OF SOUTHWEST CORNER OF COURTHOUSE.  38.5 FEET NORTHWEST OF
 FG0055'NORTHWEST CORNER OF W. S. PEELS RESIDENCE.  3.3 FEET EAST OF POWER
 FG0055'POLE.  STANDARD DISK IN PRECAST CONCRETE POST.
 FG0055
 FG0055                          STATION RECOVERY (2000)
 FG0055
 FG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 FG0055'THE STATION IS LOCATED IN THE CENTER OF THE CLINTON BUSINESS DISTRICT
 FG0055'SOUTHWEST AND ACROSS THE STREET FROM THE COURT HOUSE BUILDING ON THE
 FG0055'WEST SIDE OF A POWER POLE AT THE SOUTHEAST CORNER OF THE JUNCTION OF
 FG0055'COURT STREET AND A STREET ON THE SOUTH SIDE OF THE COURT HOUSE.
 FG0055'OWNERSHIP--CITY OF CLINTON
 FG0055'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 65 AND STATE
 FG0055'HIGHWAY 16 WEST ON THE NORTH SIDE OF CLINTON, GO SOUTH ON HIGHWAY 65
 FG0055'FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF HIGHWAY 65-B, BEAR RIGHT,
 FG0055'SOUTHERLY ON HIGHWAY 65-B FOR 1.05 KM (0.65 MI) TO THE JUNCTION OF
 FG0055'MAIN STREET ON THE LEFT, TURN LEFT, EAST ON MAIN STREET FOR 0.16 KM
 FG0055'(0.10 MI) TO THE JUNCTION OF COURT STREET, TURN RIGHT, SOUTH ON COURT
 FG0055'STREET FOR 0.05 KM (0.05 MI) TO THE JUNCTION OF A PAVED STREET ON THE
 FG0055'SOUTH SIDE OF THE COURT HOUSE, AND THE STATION ON THE LEFT AT THE
 FG0055'SOUTHEAST CORNER OF THE OF THE JUNCTION OF COURT STREET AND THE STREET
 FG0055'ON THE SOUTH SIDE OF THE COURT HOUSE, DIRECTLY SOUTHWEST AND ACROSS
 FG0055'THE STREET FROM THE COURT HOUSE FLAG POLE.  THE STATION IS A CGS BENCH
 FG0055'MARK DISK SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING
 FG0055'ABOUT 15 CM ABOVE THE STREET.  LOCATED 18.60 M (61.02 FT) NORTHEAST
 FG0055'AND ACROSS COURT STREET FROM THE NORTHEAST CORNER OF THE REGIONS BANK,
 FG0055'17.78 M (58.33 FT) SOUTHWEST AND ACROSS THE STREET FROM THE COURT
 FG0055'HOUSE FLAG POLE, 1.41 M (4.63 FT) NORTHWEST OF A FIRE HYDRANT AND 0.49
 FG0055'M (1.61 FT) WEST OF A POWER POLE AT THE SOUTHEAST CORNER OF THE
 FG0055'JUNCTION OF THE COURT HOUSE AND THE PAVED STREET ON THE SOUTH SIDE OF
 FG0055'THE COURT HOUSE.
 FG0055
 FG0055                          STATION RECOVERY (2004)
 FG0055
 FG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG0055'RECOVERED IN GOOD CONDITION.
 FG0055
 FG0055                          STATION RECOVERY (2005)
 FG0055
 FG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 FG0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0327 ***********************************************************************
 FG0327  DESIGNATION -  N 49
 FG0327  PID         -  FG0327
 FG0327  STATE/COUNTY-  AR/CONWAY
 FG0327  USGS QUAD   -  MORRILTON EAST (1990)
 FG0327
 FG0327                         *CURRENT SURVEY CONTROL
 FG0327  ___________________________________________________________________
 FG0327* NAD 83(1986)-  35 09 05.     (N)    092 44 39.     (W)     SCALED    
 FG0327* NAVD 88     -       118.602  (meters)     389.11   (feet)  ADJUSTED  
 FG0327  ___________________________________________________________________
 FG0327  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FG0327  DYNAMIC HT  -         118.490 (meters)     388.75  (feet)  COMP
 FG0327  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 FG0327
 FG0327  VERT ORDER  -  FIRST     CLASS II
 FG0327
 FG0327.The horizontal coordinates were scaled from a topographic map and have
 FG0327.an estimated accuracy of +/- 6 seconds.
 FG0327
 FG0327.The orthometric height was determined by differential leveling
 FG0327.and adjusted by the National Geodetic Survey in June 1991..
 FG0327.WARNING-Repeat measurements at this control monument indicate possible
 FG0327.vertical movement.
 FG0327
 FG0327.The geoid height was determined by GEOID03.
 FG0327
 FG0327.The dynamic height is computed by dividing the NAVD 88
 FG0327.geopotential number by the normal gravity value computed on the
 FG0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0327.degrees latitude (g = 980.6199 gals.).
 FG0327
 FG0327.The modeled gravity was interpolated from observed gravity values.
 FG0327
 FG0327;                    North         East    Units  Estimated Accuracy
 FG0327;SPC AR N     -    91,010.      332,200.      MT  (+/- 180 meters Scaled)
 FG0327
 FG0327                          SUPERSEDED SURVEY CONTROL
 FG0327
 FG0327  NGVD 29 (??/??/92)  118.626  (m)          389.19   (f) ADJ UNCH    1 2
 FG0327
 FG0327.Superseded values are not recommended for survey control.
 FG0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0327.See file dsdata.txt to determine how the superseded data were derived.
 FG0327
 FG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU233898(NAD 83)
 FG0327_MARKER: DB = BENCH MARK DISK
 FG0327_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FG0327+WITH SETTING: PAVEMENT
 FG0327_STAMPING: N 49 1934
 FG0327_MARK LOGO: CGS   
 FG0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0327+STABILITY: SURFACE MOTION
 FG0327
 FG0327  HISTORY     - Date     Condition        Report By
 FG0327  HISTORY     - 1934     MONUMENTED       CGS
 FG0327  HISTORY     - 1967     GOOD             NGS
 FG0327  HISTORY     - 1984     GOOD             NGS
 FG0327  HISTORY     - 1984     GOOD             NGS
 FG0327  HISTORY     - 1987     GOOD             USPSQD
 FG0327  HISTORY     - 1987     GOOD             USPSQD
 FG0327  HISTORY     - 1988     GOOD             USPSQD
 FG0327  HISTORY     - 1989     GOOD             USPSQD
 FG0327  HISTORY     - 1989     GOOD             USPSQD
 FG0327
 FG0327                          STATION DESCRIPTION
 FG0327
 FG0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0327'IN MORRILTON.
 FG0327'IT IS CEMENTED IN A DRILL HOLE IN THE SOUTH END OF THE SECOND STEP OF
 FG0327'THE WEST ENTRANCE OF THE CONWAY COUNTY COURTHOUSE, 8 INCHES NORTH OF A
 FG0327'BRICK BANISTER, AND ABOUT 1 FOOT ABOVE THE CONCRETE WALK.
 FG0327
 FG0327                          STATION RECOVERY (1984)
 FG0327
 FG0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0327'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.  NOTE THAT
 FG0327'THE COURTHOUSE STEPS APPEAR CRACKED AND POSSIBLY UNDERMINED.
 FG0327
 FG0327                          STATION RECOVERY (1984)
 FG0327
 FG0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0327'RECOVERED IN GOOD CONDITION.  NOTE, THE COURTHOUSE STEPS APPEAR
 FG0327'CRACKED AND POSSIBLY UNDERMINED.
 FG0327
 FG0327                          STATION RECOVERY (1987)
 FG0327
 FG0327'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG0327'RECOVERED IN GOOD CONDITION.
 FG0327
 FG0327                          STATION RECOVERY (1987)
 FG0327
 FG0327'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG0327'RECOVERED IN GOOD CONDITION.
 FG0327
 FG0327                          STATION RECOVERY (1988)
 FG0327
 FG0327'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0327'RECOVERED IN GOOD CONDITION.
 FG0327
 FG0327                          STATION RECOVERY (1989)
 FG0327
 FG0327'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0327'RECOVERED IN GOOD CONDITION.
 FG0327
 FG0327                          STATION RECOVERY (1989)
 FG0327
 FG0327'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0241 ***********************************************************************
 FF0241  DESIGNATION -  N 5
 FF0241  PID         -  FF0241
 FF0241  STATE/COUNTY-  AR/CRITTENDEN
 FF0241  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0241
 FF0241                         *CURRENT SURVEY CONTROL
 FF0241  ___________________________________________________________________
 FF0241* NAD 83(1986)-  35 07 47.     (N)    090 11 35.     (W)     SCALED    
 FF0241* NAVD 88     -        66.004  (meters)     216.55   (feet)  ADJUSTED  
 FF0241  ___________________________________________________________________
 FF0241  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0241  DYNAMIC HT  -          65.945 (meters)     216.35  (feet)  COMP
 FF0241  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 FF0241
 FF0241  VERT ORDER  -  FIRST     CLASS II
 FF0241
 FF0241.The horizontal coordinates were scaled from a topographic map and have
 FF0241.an estimated accuracy of +/- 6 seconds.
 FF0241
 FF0241.The orthometric height was determined by differential leveling
 FF0241.and adjusted by the National Geodetic Survey in June 1991..
 FF0241
 FF0241.The geoid height was determined by GEOID03.
 FF0241
 FF0241.The dynamic height is computed by dividing the NAVD 88
 FF0241.geopotential number by the normal gravity value computed on the
 FF0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0241.degrees latitude (g = 980.6199 gals.).
 FF0241
 FF0241.The modeled gravity was interpolated from observed gravity values.
 FF0241
 FF0241;                    North         East    Units  Estimated Accuracy
 FF0241;SPC AR N     -    89,860.      564,680.      MT  (+/- 180 meters Scaled)
 FF0241
 FF0241                          SUPERSEDED SURVEY CONTROL
 FF0241
 FF0241  NGVD 29 (??/??/??)   65.979  (m)          216.47   (f) ADJUSTED    1 2
 FF0241
 FF0241.Superseded values are not recommended for survey control.
 FF0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0241.See file dsdata.txt to determine how the superseded data were derived.
 FF0241
 FF0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU557910(NAD 83)
 FF0241_MARKER: DB = BENCH MARK DISK
 FF0241_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0241_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0241_STAMPING: N 5 1928
 FF0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0241
 FF0241  HISTORY     - Date     Condition        Report By
 FF0241  HISTORY     - 1928     MONUMENTED       CGS
 FF0241  HISTORY     - 1957     GOOD             CGS
 FF0241  HISTORY     - 20030130 MARK NOT FOUND   USACE
 FF0241
 FF0241                          STATION DESCRIPTION
 FF0241
 FF0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0241'AT HULBERT.
 FF0241'AT HULBERT, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FF0241'ABOUT 175 YARDS EAST-NORTHEAST OF HULBERT-WEST MEMPHIS STATION,
 FF0241'AT A FORMER WATER TOWER LOCATION, 14 FEET NORTH-NORTHWEST OF NEAR
 FF0241'RAIL OF SIDING, 28 1/2 FEET NORTH-NORTHWEST OF NEAR RAIL OF MAIN
 FF0241'TRACK, 68 FEET NORTH-NORTHWEST AND ACROSS TRACK FROM MILEAGE
 FF0241'POLE NO. 9+13, 46 FEET SOUTH OF TELEPHONE POLE NO. 533, 153 FEET
 FF0241'EAST-NORTHEAST OF CROSSING OF MAIN TRACK AND HULBERT ROAD, IN
 FF0241'THE TOP OF THE SOUTHWEST CORNER OF AN ABANDONED CONCRETE BASE
 FF0241'ABOUT 18, INCHES UNDERGROUND ACCESS TO WHICH IS HAD THRU A 1-FOOT
 FF0241'CONCRETE PIPE WHICH PROJECTS 2 FEET ABOVE GROUND.
 FF0241
 FF0241                          STATION RECOVERY (2003)
 FF0241
 FF0241'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0067 ***********************************************************************
 FH0067  DESIGNATION -  N 50
 FH0067  PID         -  FH0067
 FH0067  STATE/COUNTY-  AR/WASHINGTON
 FH0067  USGS QUAD   -  PRAIRIE GROVE (1982)
 FH0067
 FH0067                         *CURRENT SURVEY CONTROL
 FH0067  ___________________________________________________________________
 FH0067* NAD 83(1986)-  35 58 42.     (N)    094 16 54.     (W)     SCALED    
 FH0067* NAVD 88     -       348.502  (meters)    1143.38   (feet)  ADJUSTED  
 FH0067  ___________________________________________________________________
 FH0067  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FH0067  DYNAMIC HT  -         348.187 (meters)    1142.34  (feet)  COMP
 FH0067  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 FH0067
 FH0067  VERT ORDER  -  SECOND    CLASS 0
 FH0067
 FH0067.The horizontal coordinates were scaled from a topographic map and have
 FH0067.an estimated accuracy of +/- 6 seconds.
 FH0067
 FH0067.The orthometric height was determined by differential leveling
 FH0067.and adjusted by the National Geodetic Survey in June 1991..
 FH0067
 FH0067.The geoid height was determined by GEOID03.
 FH0067
 FH0067.The dynamic height is computed by dividing the NAVD 88
 FH0067.geopotential number by the normal gravity value computed on the
 FH0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0067.degrees latitude (g = 980.6199 gals.).
 FH0067
 FH0067.The modeled gravity was interpolated from observed gravity values.
 FH0067
 FH0067;                    North         East    Units  Estimated Accuracy
 FH0067;SPC AR N     -   184,890.      194,250.      MT  (+/- 180 meters Scaled)
 FH0067
 FH0067                          SUPERSEDED SURVEY CONTROL
 FH0067
 FH0067  NGVD 29 (??/??/92)  348.340  (m)         1142.85   (f) ADJ UNCH    2 0
 FH0067
 FH0067.Superseded values are not recommended for survey control.
 FH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0067.See file dsdata.txt to determine how the superseded data were derived.
 FH0067
 FH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV844823(NAD 83)
 FH0067_MARKER: DB = BENCH MARK DISK
 FH0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0067_STAMPING: N 50 1934
 FH0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0067+STABILITY: SURFACE MOTION
 FH0067
 FH0067  HISTORY     - Date     Condition        Report By
 FH0067  HISTORY     - 1934     MONUMENTED       CGS
 FH0067  HISTORY     - 1961     GOOD             NGS
 FH0067  HISTORY     - 1987     POOR             USPSQD
 FH0067
 FH0067                          STATION DESCRIPTION
 FH0067
 FH0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FH0067'2 MI NE FROM PRAIRIE GROVE.
 FH0067'2.0 MILES NE NEAR THE CENTER OF THE SOUTH SIDE OF NW 1/4 SEC.
 FH0067'16, T. 15 N., R. 31 W., ON THE SOUTHWEST SIDE OF A CURVE, 40
 FH0067'FEET NORTHWEST OF CENTER OF OLD RAILROAD GRADE AND ABOUT 10
 FH0067'FEET NORTH-NORTHEAST OF A LARGE ROUND CORNER POST.
 FH0067
 FH0067                          STATION RECOVERY (1987)
 FH0067
 FH0067'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0067'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1326 ***********************************************************************
 FG1326  DESIGNATION -  N 52
 FG1326  PID         -  FG1326
 FG1326  STATE/COUNTY-  AR/MADISON
 FG1326  USGS QUAD   -  DELANEY (1973)
 FG1326
 FG1326                         *CURRENT SURVEY CONTROL
 FG1326  ___________________________________________________________________
 FG1326* NAD 83(1986)-  35 51 11.     (N)    093 53 56.     (W)     SCALED    
 FG1326* NAVD 88     -       412.020  (meters)    1351.77   (feet)  ADJUSTED  
 FG1326  ___________________________________________________________________
 FG1326  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG1326  DYNAMIC HT  -         411.636 (meters)    1350.51  (feet)  COMP
 FG1326  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FG1326
 FG1326  VERT ORDER  -  SECOND    CLASS 0
 FG1326
 FG1326.The horizontal coordinates were scaled from a topographic map and have
 FG1326.an estimated accuracy of +/- 6 seconds.
 FG1326
 FG1326.The orthometric height was determined by differential leveling
 FG1326.and adjusted by the National Geodetic Survey in June 1991..
 FG1326
 FG1326.The geoid height was determined by GEOID03.
 FG1326
 FG1326.The dynamic height is computed by dividing the NAVD 88
 FG1326.geopotential number by the normal gravity value computed on the
 FG1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1326.degrees latitude (g = 980.6199 gals.).
 FG1326
 FG1326.The modeled gravity was interpolated from observed gravity values.
 FG1326
 FG1326;                    North         East    Units  Estimated Accuracy
 FG1326;SPC AR N     -   170,260.      228,490.      MT  (+/- 180 meters Scaled)
 FG1326
 FG1326                          SUPERSEDED SURVEY CONTROL
 FG1326
 FG1326  NGVD 29 (??/??/92)  411.886  (m)         1351.33   (f) ADJ UNCH    2 0
 FG1326
 FG1326.Superseded values are not recommended for survey control.
 FG1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1326.See file dsdata.txt to determine how the superseded data were derived.
 FG1326
 FG1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV188680(NAD 83)
 FG1326_MARKER: DB = BENCH MARK DISK
 FG1326_SETTING: 66 = SET IN ROCK OUTCROP
 FG1326_SP_SET: SANDSTONE OUTCROP
 FG1326_STAMPING: N 52 1934
 FG1326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1326+STABILITY: POSITION/ELEVATION WELL
 FG1326
 FG1326  HISTORY     - Date     Condition        Report By
 FG1326  HISTORY     - 1934     MONUMENTED       CGS
 FG1326
 FG1326                          STATION DESCRIPTION
 FG1326
 FG1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1326'IN DELANEY.
 FG1326'AT DELANEY, 83 FEET EAST OF THE NORTHEAST CORNER OF THE ST. LOUIS-SAN
 FG1326'FRANCISCO RAILWAY STATION, 54.4 FEET NORTHEAST OF THE CENTERLINE OF
 FG1326'THE MAIN TRACK, IN THE TOP OF A SANDSTONE OUTCROPPING, AND 3.1 FEET
 FG1326'SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROPPING.  A STANDARD DISK,
 FG1326'STAMPED N 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1777 ***********************************************************************
 EH1777  DESIGNATION -  N 53
 EH1777  PID         -  EH1777
 EH1777  STATE/COUNTY-  AR/JEFFERSON
 EH1777  USGS QUAD   -  SHERRILL (1971)
 EH1777
 EH1777                         *CURRENT SURVEY CONTROL
 EH1777  ___________________________________________________________________
 EH1777* NAD 83(1986)-  34 29 05.     (N)    091 57 20.     (W)     SCALED    
 EH1777* NAVD 88     -        66.907  (meters)     219.51   (feet)  ADJUSTED  
 EH1777  ___________________________________________________________________
 EH1777  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EH1777  DYNAMIC HT  -          66.844 (meters)     219.30  (feet)  COMP
 EH1777  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 EH1777
 EH1777  VERT ORDER  -  SECOND    CLASS 0
 EH1777
 EH1777.The horizontal coordinates were scaled from a topographic map and have
 EH1777.an estimated accuracy of +/- 6 seconds.
 EH1777
 EH1777.The orthometric height was determined by differential leveling
 EH1777.and adjusted by the National Geodetic Survey in June 1991..
 EH1777
 EH1777.The geoid height was determined by GEOID03.
 EH1777
 EH1777.The dynamic height is computed by dividing the NAVD 88
 EH1777.geopotential number by the normal gravity value computed on the
 EH1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1777.degrees latitude (g = 980.6199 gals.).
 EH1777
 EH1777.The modeled gravity was interpolated from observed gravity values.
 EH1777
 EH1777;                    North         East    Units  Estimated Accuracy
 EH1777;SPC AR S     -   601,650.      404,080.      MT  (+/- 180 meters Scaled)
 EH1777
 EH1777                          SUPERSEDED SURVEY CONTROL
 EH1777
 EH1777  NGVD 29 (??/??/??)   66.948  (m)          219.65   (f) ADJUSTED    2 0
 EH1777
 EH1777.Superseded values are not recommended for survey control.
 EH1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1777.See file dsdata.txt to determine how the superseded data were derived.
 EH1777
 EH1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU959163(NAD 83)
 EH1777_MARKER: DB = BENCH MARK DISK
 EH1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1777_STAMPING: N 53 1934
 EH1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1777+STABILITY: SURFACE MOTION
 EH1777
 EH1777  HISTORY     - Date     Condition        Report By
 EH1777  HISTORY     - 1934     MONUMENTED       CGS
 EH1777  HISTORY     - 1937     GOOD             ARGS
 EH1777  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1777
 EH1777                          STATION DESCRIPTION
 EH1777
 EH1777'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH1777'4.2 MI S FROM ENGLAND.
 EH1777'ABOUT 4.2 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RY FROM THE
 EH1777'STATION AT ENGLAND, LONOKE COUNTY, 1.7 MILES NORTH OF FERDA, 3.6 FEET
 EH1777'SOUTH OF TELEPHONE POLE, BETWEEN MILEPOST 270-20 AND 270-21, 37.6 FEET
 EH1777'WEST OF WEST RAIL OF ST. LOUIS SOUTHWESTERN RY, 75.6 FEET SOUTHWEST OF
 EH1777'MILEPOST 270-21, 80.6 FEET WEST OF SOUTHEAST CORNER OF OLD TWO-STORY
 EH1777'STORE, 111 FEET NORTHWEST OF TWO 30-INCH POST OAK TREES, APPROXIMATELY
 EH1777'350 FEET WEST OF HIGH VOLTAGE POWER LINE POLE NO. 380. A STANDARD
 EH1777'DISK, STAMPED N 53 1934 AND SET IN CONCRETE POST. 64 FEET NORTHEAST OF
 EH1777'CENTER LINE OF DIRT ROAD.
 EH1777
 EH1777                          STATION RECOVERY (1962)
 EH1777
 EH1777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0838 ***********************************************************************
 EH0838  DESIGNATION -  N 56
 EH0838  PID         -  EH0838
 EH0838  STATE/COUNTY-  AR/PHILLIPS
 EH0838  USGS QUAD   -  WEST HELENA (1982)
 EH0838
 EH0838                         *CURRENT SURVEY CONTROL
 EH0838  ___________________________________________________________________
 EH0838* NAD 83(1986)-  34 34 38.     (N)    090 44 56.     (W)     SCALED    
 EH0838* NAVD 88     -        63.137  (meters)     207.14   (feet)  ADJUSTED  
 EH0838  ___________________________________________________________________
 EH0838  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH0838  DYNAMIC HT  -          63.076 (meters)     206.94  (feet)  COMP
 EH0838  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EH0838
 EH0838  VERT ORDER  -  FIRST     CLASS II
 EH0838
 EH0838.The horizontal coordinates were scaled from a topographic map and have
 EH0838.an estimated accuracy of +/- 6 seconds.
 EH0838
 EH0838.The orthometric height was determined by differential leveling
 EH0838.and adjusted by the National Geodetic Survey in June 1991..
 EH0838
 EH0838.The geoid height was determined by GEOID03.
 EH0838
 EH0838.The dynamic height is computed by dividing the NAVD 88
 EH0838.geopotential number by the normal gravity value computed on the
 EH0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0838.degrees latitude (g = 980.6199 gals.).
 EH0838
 EH0838.The modeled gravity was interpolated from observed gravity values.
 EH0838
 EH0838;                    North         East    Units  Estimated Accuracy
 EH0838;SPC AR S     -   612,610.      514,790.      MT  (+/- 180 meters Scaled)
 EH0838
 EH0838                          SUPERSEDED SURVEY CONTROL
 EH0838
 EH0838  NGVD 29 (??/??/??)   63.159  (m)          207.21   (f) ADJUSTED    1 2
 EH0838
 EH0838.Superseded values are not recommended for survey control.
 EH0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0838.See file dsdata.txt to determine how the superseded data were derived.
 EH0838
 EH0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU064284(NAD 83)
 EH0838_MARKER: DB = BENCH MARK DISK
 EH0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0838_STAMPING: N 56 1935
 EH0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0838+STABILITY: SURFACE MOTION
 EH0838
 EH0838  HISTORY     - Date     Condition        Report By
 EH0838  HISTORY     - 1935     MONUMENTED       CGS
 EH0838  HISTORY     - 1956     GOOD             CGS
 EH0838  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0838
 EH0838                          STATION DESCRIPTION
 EH0838
 EH0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0838'1.5 MI S FROM LEXA.
 EH0838'ABOUT 1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0838'STATION AT LEXA, ABOUT 156 YARDS SOUTH OF MILE POLE 327, AT AN
 EH0838'EAST-WEST GRAVEL ROAD CROSSING, 45 FEET WEST OF WEST RAIL, 25 FEET
 EH0838'SOUTH OF CENTER LINE OF ROAD, 60 FEET SOUTHWEST OF CENTER OF CROSSING,
 EH0838'1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTHEAST OF NORTH END OF
 EH0838'FENCE LINE, 25 FEET SOUTHWEST OF CROSSING WARNING SIGN, 69 FEET
 EH0838'NORTH-NORTHWEST OF MILEAGE POLE NO. 327/03, 36 FEET NORTHEAST OF A
 EH0838'POWER LINE POLE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 EH0838'ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 EH0838'POST ABOUT 5 INCHES UNDERGROUND.
 EH0838
 EH0838                          STATION RECOVERY (1976)
 EH0838
 EH0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0044 ***********************************************************************
 EK0044  DESIGNATION -  N 58
 EK0044  PID         -  EK0044
 EK0044  STATE/COUNTY-  AR/POLK
 EK0044  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0044
 EK0044                         *CURRENT SURVEY CONTROL
 EK0044  ___________________________________________________________________
 EK0044* NAD 83(1986)-  34 41 45.     (N)    094 21 25.     (W)     SCALED    
 EK0044* NAVD 88     -       467.232  (meters)    1532.91   (feet)  ADJUSTED  
 EK0044  ___________________________________________________________________
 EK0044  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 EK0044  DYNAMIC HT  -         466.716 (meters)    1531.22  (feet)  COMP
 EK0044  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 EK0044
 EK0044  VERT ORDER  -  SECOND    CLASS 0
 EK0044
 EK0044.The horizontal coordinates were scaled from a topographic map and have
 EK0044.an estimated accuracy of +/- 6 seconds.
 EK0044
 EK0044.The orthometric height was determined by differential leveling
 EK0044.and adjusted by the National Geodetic Survey in June 1991..
 EK0044
 EK0044.The geoid height was determined by GEOID03.
 EK0044
 EK0044.The dynamic height is computed by dividing the NAVD 88
 EK0044.geopotential number by the normal gravity value computed on the
 EK0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0044.degrees latitude (g = 980.6199 gals.).
 EK0044
 EK0044.The modeled gravity was interpolated from observed gravity values.
 EK0044
 EK0044;                    North         East    Units  Estimated Accuracy
 EK0044;SPC AR S     -   627,550.      184,070.      MT  (+/- 180 meters Scaled)
 EK0044
 EK0044                          SUPERSEDED SURVEY CONTROL
 EK0044
 EK0044  NGVD 29 (??/??/92)  467.095  (m)         1532.46   (f) ADJ UNCH    2 0
 EK0044
 EK0044.Superseded values are not recommended for survey control.
 EK0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0044.See file dsdata.txt to determine how the superseded data were derived.
 EK0044
 EK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU757401(NAD 83)
 EK0044_MARKER: DB = BENCH MARK DISK
 EK0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0044_STAMPING: N 58 1934
 EK0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0044+STABILITY: SURFACE MOTION
 EK0044
 EK0044  HISTORY     - Date     Condition        Report By
 EK0044  HISTORY     - 1934     MONUMENTED       CGS
 EK0044  HISTORY     - 1961     GOOD             NGS
 EK0044
 EK0044                          STATION DESCRIPTION
 EK0044
 EK0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0044'1.2 MI NW FROM RICH MOUNTAIN.
 EK0044'SOUTHEAST END OF RAILROAD FILL, AT ROAD CROSSING, 60 FEET SOUTH
 EK0044'OF M.P. 366, 50 FEET SOUTH OF CENTERLINE OF CROSS ROAD, 45 FEET
 EK0044'SOUTHWEST OF CENTERLINE OF KANSAS CITY SOUTHERN R.R. TRACK,
 EK0044'6 FEET NORTH OF R/W FENCE CORNER.  TABLET SET IN PRECAST
 EK0044'CONCRETE POST.
 EK0044
 EK0044                          STATION RECOVERY (1961)
 EK0044
 EK0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1318 ***********************************************************************
 EJ1318  DESIGNATION -  N 59
 EJ1318  PID         -  EJ1318
 EJ1318  STATE/COUNTY-  AR/MONTGOMERY
 EJ1318  USGS QUAD   -  AMITY (1966)
 EJ1318
 EJ1318                         *CURRENT SURVEY CONTROL
 EJ1318  ___________________________________________________________________
 EJ1318* NAD 83(1986)-  34 21 21.     (N)    093 28 26.     (W)     SCALED    
 EJ1318* NAVD 88     -       198.978  (meters)     652.81   (feet)  ADJUSTED  
 EJ1318  ___________________________________________________________________
 EJ1318  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EJ1318  DYNAMIC HT  -         198.776 (meters)     652.15  (feet)  COMP
 EJ1318  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 EJ1318
 EJ1318  VERT ORDER  -  SECOND    CLASS 0
 EJ1318
 EJ1318.The horizontal coordinates were scaled from a topographic map and have
 EJ1318.an estimated accuracy of +/- 6 seconds.
 EJ1318
 EJ1318.The orthometric height was determined by differential leveling
 EJ1318.and adjusted by the National Geodetic Survey in June 1991..
 EJ1318
 EJ1318.The geoid height was determined by GEOID03.
 EJ1318
 EJ1318.The dynamic height is computed by dividing the NAVD 88
 EJ1318.geopotential number by the normal gravity value computed on the
 EJ1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1318.degrees latitude (g = 980.6199 gals.).
 EJ1318
 EJ1318.The modeled gravity was interpolated from observed gravity values.
 EJ1318
 EJ1318;                    North         East    Units  Estimated Accuracy
 EJ1318;SPC AR S     -   588,330.      264,420.      MT  (+/- 180 meters Scaled)
 EJ1318
 EJ1318                          SUPERSEDED SURVEY CONTROL
 EJ1318
 EJ1318  NGVD 29 (??/??/92)  198.953  (m)          652.73   (f) ADJ UNCH    2 0
 EJ1318
 EJ1318.Superseded values are not recommended for survey control.
 EJ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1318.See file dsdata.txt to determine how the superseded data were derived.
 EJ1318
 EJ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU564017(NAD 83)
 EJ1318_MARKER: DB = BENCH MARK DISK
 EJ1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1318_STAMPING: N-59 1934
 EJ1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1318+STABILITY: SURFACE MOTION
 EJ1318
 EJ1318  HISTORY     - Date     Condition        Report By
 EJ1318  HISTORY     - 1934     MONUMENTED       CGS
 EJ1318  HISTORY     - 1965     MARK NOT FOUND   USGS
 EJ1318
 EJ1318                          STATION DESCRIPTION
 EJ1318
 EJ1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1318'5.2 MI NE FROM GLENWOOD.
 EJ1318'5.2 MILES NORTHEAST OF, ALONG U.S.HWY.70, FROM RY STATION.  ABOUT 0.2
 EJ1318'MILE EAST OF BULAH SCHOOL.  64.6 FEET WEST OF CENTERLINE OF CROSS
 EJ1318'ROAD.  50.6 FEET NORTHWEST OF CENTERLINE OF U.S.HWY.70.  1.7 FT. SOUTH
 EJ1318'OF EAST FENCE CORNER.  1.6 FEET SOUTHEAST OF FENCE.  TABLET SET IN
 EJ1318'PRECAST CONCRETE POST.
 EJ1318
 EJ1318                          STATION RECOVERY (1965)
 EJ1318
 EJ1318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0112 ***********************************************************************
 GF0112  DESIGNATION -  N 6
 GF0112  PID         -  GF0112
 GF0112  STATE/COUNTY-  AR/SEARCY
 GF0112  USGS QUAD   -  WESTERN GROVE (1975)
 GF0112
 GF0112                         *CURRENT SURVEY CONTROL
 GF0112  ___________________________________________________________________
 GF0112* NAD 83(1986)-  36 05 49.     (N)    092 53 45.     (W)     SCALED    
 GF0112* NAVD 88     -       293.215  (meters)     961.99   (feet)  ADJUSTED  
 GF0112  ___________________________________________________________________
 GF0112  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GF0112  DYNAMIC HT  -         292.950 (meters)     961.12  (feet)  COMP
 GF0112  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 GF0112
 GF0112  VERT ORDER  -  FIRST     CLASS II
 GF0112
 GF0112.The horizontal coordinates were scaled from a topographic map and have
 GF0112.an estimated accuracy of +/- 6 seconds.
 GF0112
 GF0112.The orthometric height was determined by differential leveling
 GF0112.and adjusted by the National Geodetic Survey in June 1991..
 GF0112
 GF0112.The geoid height was determined by GEOID03.
 GF0112
 GF0112.The dynamic height is computed by dividing the NAVD 88
 GF0112.geopotential number by the normal gravity value computed on the
 GF0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0112.degrees latitude (g = 980.6199 gals.).
 GF0112
 GF0112.The modeled gravity was interpolated from observed gravity values.
 GF0112
 GF0112;                    North         East    Units  Estimated Accuracy
 GF0112;SPC AR N     -   196,030.      319,330.      MT  (+/- 180 meters Scaled)
 GF0112
 GF0112                          SUPERSEDED SURVEY CONTROL
 GF0112
 GF0112  NGVD 29 (??/??/92)  293.083  (m)          961.56   (f) ADJ UNCH    1 2
 GF0112
 GF0112.Superseded values are not recommended for survey control.
 GF0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0112.See file dsdata.txt to determine how the superseded data were derived.
 GF0112
 GF0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV093947(NAD 83)
 GF0112_MARKER: DB = BENCH MARK DISK
 GF0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0112_STAMPING: N 6 1931
 GF0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0112+STABILITY: SURFACE MOTION
 GF0112
 GF0112  HISTORY     - Date     Condition        Report By
 GF0112  HISTORY     - 1931     MONUMENTED       CGS
 GF0112
 GF0112                          STATION DESCRIPTION
 GF0112
 GF0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 GF0112'2.2 MI N FROM PINDALL.
 GF0112'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 2.2 MILES NORTH
 GF0112'OF THE STATION AT PINDALL, 300 FEET SOUTH OF MILE POST 146, IN
 GF0112'CORN FIELD 2 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, SET
 GF0112'IN TOP OF STANDARD CONCRETE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0161 ***********************************************************************
 EK0161  DESIGNATION -  N 60
 EK0161  PID         -  EK0161
 EK0161  STATE/COUNTY-  AR/SEVIER
 EK0161  USGS QUAD   -  DIERKS (1966)
 EK0161
 EK0161                         *CURRENT SURVEY CONTROL
 EK0161  ___________________________________________________________________
 EK0161* NAD 83(1986)-  34 00 41.     (N)    094 06 52.     (W)     SCALED    
 EK0161* NAVD 88     -       116.451  (meters)     382.06   (feet)  ADJUSTED  
 EK0161  ___________________________________________________________________
 EK0161  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EK0161  DYNAMIC HT  -         116.332 (meters)     381.67  (feet)  COMP
 EK0161  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 EK0161
 EK0161  VERT ORDER  -  SECOND    CLASS 0
 EK0161
 EK0161.The horizontal coordinates were scaled from a topographic map and have
 EK0161.an estimated accuracy of +/- 6 seconds.
 EK0161
 EK0161.The orthometric height was determined by differential leveling
 EK0161.and adjusted by the National Geodetic Survey in June 1991..
 EK0161
 EK0161.The geoid height was determined by GEOID03.
 EK0161
 EK0161.The dynamic height is computed by dividing the NAVD 88
 EK0161.geopotential number by the normal gravity value computed on the
 EK0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0161.degrees latitude (g = 980.6199 gals.).
 EK0161
 EK0161.The modeled gravity was interpolated from observed gravity values.
 EK0161
 EK0161;                    North         East    Units  Estimated Accuracy
 EK0161;SPC AR S     -   551,160.      204,710.      MT  (+/- 180 meters Scaled)
 EK0161
 EK0161                          SUPERSEDED SURVEY CONTROL
 EK0161
 EK0161  NGVD 29 (??/??/92)  116.405  (m)          381.91   (f) ADJ UNCH    2 0
 EK0161
 EK0161.Superseded values are not recommended for survey control.
 EK0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0161.See file dsdata.txt to determine how the superseded data were derived.
 EK0161
 EK0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT970639(NAD 83)
 EK0161_MARKER: DB = BENCH MARK DISK
 EK0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0161_STAMPING: N-60 1934
 EK0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0161+STABILITY: SURFACE MOTION
 EK0161
 EK0161  HISTORY     - Date     Condition        Report By
 EK0161  HISTORY     - 1934     MONUMENTED       CGS
 EK0161  HISTORY     - 1962     GOOD             NGS
 EK0161
 EK0161                          STATION DESCRIPTION
 EK0161
 EK0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0161'1.9 MI SW FROM PROVO.
 EK0161'1.9 MILES SOUTHWEST OF, ALONG D. AND E.R.R. FROM STATION ABOUT
 EK0161'0.3 MILE SOUTHWEST OF ROAD CROSSING, 168 FEET NORTHEAST OF
 EK0161'NORTHEAST END OF TRESTLE, 54 FEET NORTHEAST OF M.P. 17, 45 FEET
 EK0161'SOUTHWEST OF POINT WHERE TRACK ENTERS SOUTHWEST END OF CUT,
 EK0161'39 FEET WEST OF TELEGRAPH POLE, 14 FEET SOUTHEAST OF CENTERLINE
 EK0161'OF DEQUEEN AND EASTERN R.R. TRACK, TABLET SET IN PRECAST
 EK0161'CONCRETE POST.
 EK0161
 EK0161                          STATION RECOVERY (1962)
 EK0161
 EK0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1030 ***********************************************************************
 DL1030  DESIGNATION -  N 62
 DL1030  PID         -  DL1030
 DL1030  STATE/COUNTY-  AR/HEMPSTEAD
 DL1030  USGS QUAD   -  WASHINGTON (1951)
 DL1030
 DL1030                         *CURRENT SURVEY CONTROL
 DL1030  ___________________________________________________________________
 DL1030* NAD 83(1986)-  33 46 42.     (N)    093 40 32.     (W)     SCALED    
 DL1030* NAVD 88     -       114.595  (meters)     375.97   (feet)  ADJUSTED  
 DL1030  ___________________________________________________________________
 DL1030  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DL1030  DYNAMIC HT  -         114.475 (meters)     375.57  (feet)  COMP
 DL1030  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 DL1030
 DL1030  VERT ORDER  -  SECOND    CLASS 0
 DL1030
 DL1030.The horizontal coordinates were scaled from a topographic map and have
 DL1030.an estimated accuracy of +/- 6 seconds.
 DL1030
 DL1030.The orthometric height was determined by differential leveling
 DL1030.and adjusted by the National Geodetic Survey in June 1991..
 DL1030
 DL1030.The geoid height was determined by GEOID03.
 DL1030
 DL1030.The dynamic height is computed by dividing the NAVD 88
 DL1030.geopotential number by the normal gravity value computed on the
 DL1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1030.degrees latitude (g = 980.6199 gals.).
 DL1030
 DL1030.The modeled gravity was interpolated from observed gravity values.
 DL1030
 DL1030;                    North         East    Units  Estimated Accuracy
 DL1030;SPC AR S     -   524,570.      244,820.      MT  (+/- 180 meters Scaled)
 DL1030
 DL1030                          SUPERSEDED SURVEY CONTROL
 DL1030
 DL1030  NGVD 29 (??/??/92)  114.603  (m)          375.99   (f) ADJ UNCH    2 0
 DL1030
 DL1030.Superseded values are not recommended for survey control.
 DL1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1030.See file dsdata.txt to determine how the superseded data were derived.
 DL1030
 DL1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT374377(NAD 83)
 DL1030_MARKER: DB = BENCH MARK DISK
 DL1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1030_SP_SET: CULVERT
 DL1030_STAMPING: N 62 1935
 DL1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1030
 DL1030  HISTORY     - Date     Condition        Report By
 DL1030  HISTORY     - 1935     MONUMENTED       CGS
 DL1030  HISTORY     - 1962     GOOD             NGS
 DL1030
 DL1030                          STATION DESCRIPTION
 DL1030
 DL1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1030'IN WASHINGTON.
 DL1030'AT WASHINGTON, HEMPSTEAD COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 DL1030'68.8 FEET SOUTHEAST OF THE SOUTHEAST END OF THE STATION, 66.3 FEET
 DL1030'WEST OF MILEPOST 467, 126 FEET NORTHWEST OF A STOCK-LOADING CHUTE,
 DL1030'37.2 FEET NORTHEAST OF THE CENTERLINE OF A SIDETRACK FOR THE STOCK
 DL1030'PEN, 23.2 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, IN THE
 DL1030'SOUTHWEST HEADWALL OF A CULVERT, AND 3.2 FEET LOWER THAN THE TOP OF
 DL1030'THE RAIL.  A STANDARD DISK, STAMPED N 62 1935.  NOTE-- ABOUT 175 FEET
 DL1030'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 50 FEET SOUTHEAST OF A
 DL1030'STATION SIGN AND ON THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A
 DL1030'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0855 ***********************************************************************
 DL0855  DESIGNATION -  N 63
 DL0855  PID         -  DL0855
 DL0855  STATE/COUNTY-  AR/MILLER
 DL0855  USGS QUAD   -  MANDEVILLE (1975)
 DL0855
 DL0855                         *CURRENT SURVEY CONTROL
 DL0855  ___________________________________________________________________
 DL0855* NAD 83(1986)-  33 29 03.     (N)    093 57 32.     (W)     SCALED    
 DL0855* NAVD 88     -        92.809  (meters)     304.49   (feet)  ADJUSTED  
 DL0855  ___________________________________________________________________
 DL0855  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DL0855  DYNAMIC HT  -          92.711 (meters)     304.17  (feet)  COMP
 DL0855  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DL0855
 DL0855  VERT ORDER  -  SECOND    CLASS 0
 DL0855
 DL0855.The horizontal coordinates were scaled from a topographic map and have
 DL0855.an estimated accuracy of +/- 6 seconds.
 DL0855
 DL0855.The orthometric height was determined by differential leveling
 DL0855.and adjusted by the National Geodetic Survey in June 1991..
 DL0855
 DL0855.The geoid height was determined by GEOID03.
 DL0855
 DL0855.The dynamic height is computed by dividing the NAVD 88
 DL0855.geopotential number by the normal gravity value computed on the
 DL0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0855.degrees latitude (g = 980.6199 gals.).
 DL0855
 DL0855.The modeled gravity was interpolated from observed gravity values.
 DL0855
 DL0855;                    North         East    Units  Estimated Accuracy
 DL0855;SPC AR S     -   492,410.      217,960.      MT  (+/- 180 meters Scaled)
 DL0855
 DL0855                          SUPERSEDED SURVEY CONTROL
 DL0855
 DL0855  NGVD 29 (??/??/92)   92.827  (m)          304.55   (f) ADJ UNCH    2 0
 DL0855
 DL0855.Superseded values are not recommended for survey control.
 DL0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0855.See file dsdata.txt to determine how the superseded data were derived.
 DL0855
 DL0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT109053(NAD 83)
 DL0855_MARKER: DB = BENCH MARK DISK
 DL0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0855_STAMPING: N 63 1934
 DL0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0855+STABILITY: SURFACE MOTION
 DL0855
 DL0855  HISTORY     - Date     Condition        Report By
 DL0855  HISTORY     - 1934     MONUMENTED       CGS
 DL0855  HISTORY     - 1963     GOOD             NGS
 DL0855
 DL0855                          STATION DESCRIPTION
 DL0855
 DL0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0855'IN MANDEVILLE.
 DL0855'AT MANDEVILLE, MILLER COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 0.1
 DL0855'MILE WEST OF THE LARGE BRICK BUILDINGS OF THE STANDARD PIPE LINE CO.,
 DL0855'30 FEET NORTHEAST OF THE NORTHEAST END OF THE STATION, 51.3 FEET
 DL0855'SOUTHWEST OF THE FIFTH POLE NORTHEAST OF THE THIRTIETH POLE SOUTHWEST
 DL0855'OF MILEPOST 483, 174 FEET NORTHEAST OF A ROAD CROSSING, 35 FEET
 DL0855'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND TRACK, AND 34.3 FEET
 DL0855'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67.  A STANDARD DISK,
 DL0855'STAMPED N 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0468 ***********************************************************************
 DL0468  DESIGNATION -  N 64
 DL0468  PID         -  DL0468
 DL0468  STATE/COUNTY-  AR/NEVADA
 DL0468  USGS QUAD   -  PRESCOTT WEST (1970)
 DL0468
 DL0468                         *CURRENT SURVEY CONTROL
 DL0468  ___________________________________________________________________
 DL0468* NAD 83(1986)-  33 47 22.     (N)    093 23 47.     (W)     SCALED    
 DL0468* NAVD 88     -        93.306  (meters)     306.12   (feet)  ADJUSTED  
 DL0468  ___________________________________________________________________
 DL0468  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DL0468  DYNAMIC HT  -          93.210 (meters)     305.81  (feet)  COMP
 DL0468  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 DL0468
 DL0468  VERT ORDER  -  SECOND    CLASS 0
 DL0468
 DL0468.The horizontal coordinates were scaled from a topographic map and have
 DL0468.an estimated accuracy of +/- 6 seconds.
 DL0468
 DL0468.The orthometric height was determined by differential leveling
 DL0468.and adjusted by the National Geodetic Survey in June 1991..
 DL0468
 DL0468.The geoid height was determined by GEOID03.
 DL0468
 DL0468.The dynamic height is computed by dividing the NAVD 88
 DL0468.geopotential number by the normal gravity value computed on the
 DL0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0468.degrees latitude (g = 980.6199 gals.).
 DL0468
 DL0468.The modeled gravity was interpolated from observed gravity values.
 DL0468
 DL0468;                    North         East    Units  Estimated Accuracy
 DL0468;SPC AR S     -   525,410.      270,690.      MT  (+/- 180 meters Scaled)
 DL0468
 DL0468                          SUPERSEDED SURVEY CONTROL
 DL0468
 DL0468  NGVD 29 (??/??/92)   93.31   (m)          306.1    (f) COMPUTED    2 0
 DL0468
 DL0468.Superseded values are not recommended for survey control.
 DL0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0468.See file dsdata.txt to determine how the superseded data were derived.
 DL0468
 DL0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT633388(NAD 83)
 DL0468_MARKER: DB = BENCH MARK DISK
 DL0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0468_STAMPING: N-64 1935
 DL0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0468+STABILITY: SURFACE MOTION
 DL0468
 DL0468  HISTORY     - Date     Condition        Report By
 DL0468  HISTORY     - 1935     MONUMENTED       CGS
 DL0468  HISTORY     - 1947     MARK NOT FOUND   LOCENG
 DL0468
 DL0468                          STATION DESCRIPTION
 DL0468
 DL0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0468'1.4 MI SW FROM PRESCOTT.
 DL0468'1.4 MILES SOUTHWEST OF, ALONG M.P.R.R. FROM COURTHOUSE.  1.0 MI
 DL0468'SOUTHWEST OF, ALONG M.P.R.R. FROM STATION.  TOP OF SMALL BANK BETWEEN
 DL0468'RAILROAD DRAINAGE DITCH AND HIGHWAY DRAINAGE DITCH.  82.2 FEET
 DL0468'NORTHEAST OF M.P. 443-20.  41.8 FT. NORTHWEST OF CENTERLINE OF
 DL0468'MISSOURI PACIFIC R.R. TRACK.  35.8 FEET SOUTHEAST OF CENTERLINE OF
 DL0468'U.S. HWY. 67.  11.2 FEET SOUTHEAST OF TELEPHONE POLE.  2.5 FEET BELOW
 DL0468'TOP OF RAILS.  TABLET SET IN PRECAST CONCRETE POST.
 DL0468
 DL0468                          STATION RECOVERY (1947)
 DL0468
 DL0468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 DL0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1054 ***********************************************************************
 DK1054  DESIGNATION -  N 65
 DK1054  PID         -  DK1054
 DK1054  STATE/COUNTY-  AR/CHICOT
 DK1054  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1054
 DK1054                         *CURRENT SURVEY CONTROL
 DK1054  ___________________________________________________________________
 DK1054* NAD 83(1986)-  33 07 27.     (N)    091 21 02.     (W)     SCALED    
 DK1054* NAVD 88     -        33.490  (meters)     109.88   (feet)  ADJUSTED  
 DK1054  ___________________________________________________________________
 DK1054  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK1054  DYNAMIC HT  -          33.454 (meters)     109.76  (feet)  COMP
 DK1054  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 DK1054
 DK1054  VERT ORDER  -  SECOND    CLASS 0
 DK1054
 DK1054.The horizontal coordinates were scaled from a topographic map and have
 DK1054.an estimated accuracy of +/- 6 seconds.
 DK1054
 DK1054.The orthometric height was determined by differential leveling
 DK1054.and adjusted by the National Geodetic Survey in June 1991..
 DK1054
 DK1054.The geoid height was determined by GEOID03.
 DK1054
 DK1054.The dynamic height is computed by dividing the NAVD 88
 DK1054.geopotential number by the normal gravity value computed on the
 DK1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1054.degrees latitude (g = 980.6199 gals.).
 DK1054
 DK1054.The modeled gravity was interpolated from observed gravity values.
 DK1054
 DK1054;                    North         East    Units  Estimated Accuracy
 DK1054;SPC AR S     -   450,940.      460,610.      MT  (+/- 180 meters Scaled)
 DK1054
 DK1054                          SUPERSEDED SURVEY CONTROL
 DK1054
 DK1054  NGVD 29 (??/??/??)   33.597  (m)          110.23   (f) ADJUSTED    2 0
 DK1054
 DK1054.Superseded values are not recommended for survey control.
 DK1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1054.See file dsdata.txt to determine how the superseded data were derived.
 DK1054
 DK1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS538662(NAD 83)
 DK1054_MARKER: DB = BENCH MARK DISK
 DK1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1054_STAMPING: N-65 1935
 DK1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1054+STABILITY: SURFACE MOTION
 DK1054
 DK1054  HISTORY     - Date     Condition        Report By
 DK1054  HISTORY     - 1935     MONUMENTED       CGS
 DK1054  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1054  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1054
 DK1054                          STATION DESCRIPTION
 DK1054
 DK1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1054'5.5 MI W FROM EUDORA.
 DK1054'5.5 MILES WEST OF, ALONG ST. HWY. 8, FROM CITY HALL.  AT BOEUF RIVER.
 DK1054'56.5 FEET NORTHWEST OF WEST END OF BOEUFF RIVER BRIDGE. 35 FEET NORTH
 DK1054'OF CENTERLINE OF ST. HWY. 8.  20.7 FEET WEST OF CENTERLINE OF GATEWAY
 DK1054'AND SIDE ROAD LEADING NORTH.  2.7 FEET SOUTH OF FENCE. TABLET SET IN
 DK1054'PRECAST CONCRETE POST.
 DK1054
 DK1054                          STATION RECOVERY (1977)
 DK1054
 DK1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1054'MARK NOT FOUND.
 DK1054
 DK1054                          STATION RECOVERY (1977)
 DK1054
 DK1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0572 ***********************************************************************
 FG0572  DESIGNATION -  N 66
 FG0572  PID         -  FG0572
 FG0572  STATE/COUNTY-  AR/POPE
 FG0572  USGS QUAD   -  SOLO (1980)
 FG0572
 FG0572                         *CURRENT SURVEY CONTROL
 FG0572  ___________________________________________________________________
 FG0572* NAD 83(1986)-  35 30 18.     (N)    092 58 30.     (W)     SCALED    
 FG0572* NAVD 88     -       174.500  (meters)     572.51   (feet)  ADJUSTED  
 FG0572  ___________________________________________________________________
 FG0572  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FG0572  DYNAMIC HT  -         174.337 (meters)     571.97  (feet)  COMP
 FG0572  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FG0572
 FG0572  VERT ORDER  -  SECOND    CLASS 0
 FG0572
 FG0572.The horizontal coordinates were scaled from a topographic map and have
 FG0572.an estimated accuracy of +/- 6 seconds.
 FG0572
 FG0572.The orthometric height was determined by differential leveling
 FG0572.and adjusted by the National Geodetic Survey in June 1991..
 FG0572
 FG0572.The geoid height was determined by GEOID03.
 FG0572
 FG0572.The dynamic height is computed by dividing the NAVD 88
 FG0572.geopotential number by the normal gravity value computed on the
 FG0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0572.degrees latitude (g = 980.6199 gals.).
 FG0572
 FG0572.The modeled gravity was interpolated from observed gravity values.
 FG0572
 FG0572;                    North         East    Units  Estimated Accuracy
 FG0572;SPC AR N     -   130,420.      311,550.      MT  (+/- 180 meters Scaled)
 FG0572
 FG0572                          SUPERSEDED SURVEY CONTROL
 FG0572
 FG0572  NGVD 29 (??/??/92)  174.459  (m)          572.37   (f) ADJ UNCH    2 0
 FG0572
 FG0572.Superseded values are not recommended for survey control.
 FG0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0572.See file dsdata.txt to determine how the superseded data were derived.
 FG0572
 FG0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV022290(NAD 83)
 FG0572_MARKER: DB = BENCH MARK DISK
 FG0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0572_STAMPING: N-66 1935
 FG0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0572+STABILITY: SURFACE MOTION
 FG0572
 FG0572  HISTORY     - Date     Condition        Report By
 FG0572  HISTORY     - 1935     MONUMENTED       CGS
 FG0572
 FG0572                          STATION DESCRIPTION
 FG0572
 FG0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0572'3.2 MI N FROM HECTOR.
 FG0572'OUTSIDE OF CURVE AT FOOT OF STEEP HILL.  ABOUT .4 MILE NORTHWEST OF
 FG0572'STEEL HIGHWAY BRIDGE OVER ILLINOIS BAYOU.  66 FEET SOUTHWEST OF
 FG0572'TELEPHONE LINE, JUST NORTHWEST OF POINT WHERE LINE CUTS ACROSS
 FG0572'CULTIVATED FIELD TOWARD ILLINOIS BAYOU BRIDGE.  34 FEET SOUTHWEST OF
 FG0572'CENTERLINE OF ST. HWY. 27.  33.6 FEET WEST OF WEST CORNER OF SMALL
 FG0572'HIGHWAY BRIDGE WITH WOOD SIDERAILS.  1 FT. NORTHEAST OF FENCE.  TABLET
 FG0572'SET IN PRECAST CONCRETE POST, STAMPED N-66, 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0456 ***********************************************************************
 FG0456  DESIGNATION -  N 67
 FG0456  PID         -  FG0456
 FG0456  STATE/COUNTY-  AR/POPE
 FG0456  USGS QUAD   -  HECTOR (1989)
 FG0456
 FG0456                         *CURRENT SURVEY CONTROL
 FG0456  ___________________________________________________________________
 FG0456* NAD 83(1986)-  35 25 25.     (N)    092 52 34.     (W)     SCALED    
 FG0456* NAVD 88     -       150.419  (meters)     493.50   (feet)  ADJUSTED  
 FG0456  ___________________________________________________________________
 FG0456  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FG0456  DYNAMIC HT  -         150.278 (meters)     493.04  (feet)  COMP
 FG0456  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FG0456
 FG0456  VERT ORDER  -  SECOND    CLASS 0
 FG0456
 FG0456.The horizontal coordinates were scaled from a topographic map and have
 FG0456.an estimated accuracy of +/- 6 seconds.
 FG0456
 FG0456.The orthometric height was determined by differential leveling
 FG0456.and adjusted by the National Geodetic Survey in June 1991..
 FG0456
 FG0456.The geoid height was determined by GEOID03.
 FG0456
 FG0456.The dynamic height is computed by dividing the NAVD 88
 FG0456.geopotential number by the normal gravity value computed on the
 FG0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0456.degrees latitude (g = 980.6199 gals.).
 FG0456
 FG0456.The modeled gravity was interpolated from observed gravity values.
 FG0456
 FG0456;                    North         East    Units  Estimated Accuracy
 FG0456;SPC AR N     -   121,310.      320,440.      MT  (+/- 180 meters Scaled)
 FG0456
 FG0456                          SUPERSEDED SURVEY CONTROL
 FG0456
 FG0456  NGVD 29 (??/??/92)  150.403  (m)          493.45   (f) ADJ UNCH    2 0
 FG0456
 FG0456.Superseded values are not recommended for survey control.
 FG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0456.See file dsdata.txt to determine how the superseded data were derived.
 FG0456
 FG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV112200(NAD 83)
 FG0456_MARKER: DB = BENCH MARK DISK
 FG0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0456_STAMPING: N 67 1935
 FG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0456+STABILITY: SURFACE MOTION
 FG0456
 FG0456  HISTORY     - Date     Condition        Report By
 FG0456  HISTORY     - 1935     MONUMENTED       CGS
 FG0456  HISTORY     - 1962     POOR             NGS
 FG0456
 FG0456                          STATION DESCRIPTION
 FG0456
 FG0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0456'IN APPLETON.
 FG0456'AT APPLETON, POPE COUNTY, 44 FEET NORTH OF THE CENTERLINE OF STATE
 FG0456'HIGHWAY 124, 39 FEET EAST OF THE CENTERLINE OF THE HECTOR ROAD, 3 1/2
 FG0456'FEET NORTH OF THE SOUTHWEST CORNER OF THE POST OFFICE AND A. S. WILEY
 FG0456'STORE, AND 2 FEET WEST OF THE WEST SIDE OF THE BUILDING.  A STANDARD
 FG0456'DISK, STAMPED N 67 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FG0456'USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0174 ***********************************************************************
 FG0174  DESIGNATION -  N 68
 FG0174  PID         -  FG0174
 FG0174  STATE/COUNTY-  AR/FAULKNER
 FG0174  USGS QUAD   -  GUY (1994)
 FG0174
 FG0174                         *CURRENT SURVEY CONTROL
 FG0174  ___________________________________________________________________
 FG0174* NAD 83(1986)-  35 19 10.     (N)    092 20 22.     (W)     SCALED    
 FG0174* NAVD 88     -       204.548  (meters)     671.09   (feet)  ADJUSTED  
 FG0174  ___________________________________________________________________
 FG0174  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0174  DYNAMIC HT  -         204.357 (meters)     670.46  (feet)  COMP
 FG0174  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 FG0174
 FG0174  VERT ORDER  -  SECOND    CLASS 0
 FG0174
 FG0174.The horizontal coordinates were scaled from a topographic map and have
 FG0174.an estimated accuracy of +/- 6 seconds.
 FG0174
 FG0174.The orthometric height was determined by differential leveling
 FG0174.and adjusted by the National Geodetic Survey in June 1991..
 FG0174
 FG0174.The geoid height was determined by GEOID03.
 FG0174
 FG0174.The dynamic height is computed by dividing the NAVD 88
 FG0174.geopotential number by the normal gravity value computed on the
 FG0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0174.degrees latitude (g = 980.6199 gals.).
 FG0174
 FG0174.The modeled gravity was interpolated from observed gravity values.
 FG0174
 FG0174;                    North         East    Units  Estimated Accuracy
 FG0174;SPC AR N     -   109,450.      369,140.      MT  (+/- 180 meters Scaled)
 FG0174
 FG0174                          SUPERSEDED SURVEY CONTROL
 FG0174
 FG0174  NGVD 29 (??/??/92)  204.530  (m)          671.03   (f) ADJ UNCH    2 0
 FG0174
 FG0174.Superseded values are not recommended for survey control.
 FG0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0174.See file dsdata.txt to determine how the superseded data were derived.
 FG0174
 FG0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV600086(NAD 83)
 FG0174_MARKER: DB = BENCH MARK DISK
 FG0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0174_STAMPING: N 68 1934
 FG0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0174+STABILITY: SURFACE MOTION
 FG0174
 FG0174  HISTORY     - Date     Condition        Report By
 FG0174  HISTORY     - 1934     MONUMENTED       CGS
 FG0174  HISTORY     - 1961     MARK NOT FOUND   NGS
 FG0174
 FG0174                          STATION DESCRIPTION
 FG0174
 FG0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0174'0.5 MI S FROM GUY.
 FG0174'0.5 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT GUY, 500
 FG0174'FEET SOUTHEAST OF A FARMHOUSE, 98.7 FEET NORTH OF A CONCRETE CULVERT,
 FG0174'60.2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 37 FEET NORTH OF
 FG0174'A LONE 12-INCH OAK TREE, 2.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 FG0174'A PASTURE FENCE, AND 1 FOOT EAST OF THE NORTH-AND-SOUTH FENCE. A
 FG0174'STANDARD DISK, STAMPED N 68 1934 AND SET IN THE TOP OF A CONCRETE
 FG0174'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0110 ***********************************************************************
 FG0110  DESIGNATION -  N 69
 FG0110  PID         -  FG0110
 FG0110  STATE/COUNTY-  AR/FAULKNER
 FG0110  USGS QUAD   -  VILONIA (1994)
 FG0110
 FG0110                         *CURRENT SURVEY CONTROL
 FG0110  ___________________________________________________________________
 FG0110* NAD 83(1986)-  35 04 57.     (N)    092 12 57.     (W)     SCALED    
 FG0110* NAVD 88     -       102.861  (meters)     337.47   (feet)  ADJUSTED  
 FG0110  ___________________________________________________________________
 FG0110  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FG0110  DYNAMIC HT  -         102.765 (meters)     337.15  (feet)  COMP
 FG0110  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 FG0110
 FG0110  VERT ORDER  -  SECOND    CLASS 0
 FG0110
 FG0110.The horizontal coordinates were scaled from a topographic map and have
 FG0110.an estimated accuracy of +/- 6 seconds.
 FG0110
 FG0110.The orthometric height was determined by differential leveling
 FG0110.and adjusted by the National Geodetic Survey in June 1991..
 FG0110
 FG0110.The geoid height was determined by GEOID03.
 FG0110
 FG0110.The dynamic height is computed by dividing the NAVD 88
 FG0110.geopotential number by the normal gravity value computed on the
 FG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0110.degrees latitude (g = 980.6199 gals.).
 FG0110
 FG0110.The modeled gravity was interpolated from observed gravity values.
 FG0110
 FG0110;                    North         East    Units  Estimated Accuracy
 FG0110;SPC AR N     -    83,140.      380,320.      MT  (+/- 180 meters Scaled)
 FG0110
 FG0110                          SUPERSEDED SURVEY CONTROL
 FG0110
 FG0110  NGVD 29 (??/??/92)  102.867  (m)          337.49   (f) ADJ UNCH    2 0
 FG0110
 FG0110.Superseded values are not recommended for survey control.
 FG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0110.See file dsdata.txt to determine how the superseded data were derived.
 FG0110
 FG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU714824(NAD 83)
 FG0110_MARKER: DB = BENCH MARK DISK
 FG0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0110_STAMPING: N 69 1934
 FG0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0110+STABILITY: SURFACE MOTION
 FG0110
 FG0110  HISTORY     - Date     Condition        Report By
 FG0110  HISTORY     - 1934     MONUMENTED       CGS
 FG0110  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG0110  HISTORY     - 20050317 MARK NOT FOUND   ARHD
 FG0110
 FG0110                          STATION DESCRIPTION
 FG0110
 FG0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0110'IN VILONIA.
 FG0110'AT VILONIA, FAULKNER COUNTY, ON U.S. HIGHWAY 64, AT THE NAZARENE
 FG0110'CHURCH, ON THE WEST SIDE OF THE CHURCHYARD, 74.7 FEET WEST OF THE
 FG0110'NORTHWEST CORNER OF THE CHURCH BUILDING, 65.1 FEET SOUTH OF THE
 FG0110'CENTERLINE OF THE HIGHWAY, 26.4 FEET EAST OF THE NORTHWEST FENCE
 FG0110'CORNER, AND 1.7 FEET NORTH OF A FENCE PARALLELING THE HIGHWAY.  A
 FG0110'STANDARD DISK, STAMPED N 69 1934 AND SET IN THE TOP OF A CONCRETE
 FG0110'POST.
 FG0110
 FG0110                          STATION RECOVERY (2005)
 FG0110
 FG0110'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0038 ***********************************************************************
 FG0038  DESIGNATION -  N 7
 FG0038  PID         -  FG0038
 FG0038  STATE/COUNTY-  AR/VAN BUREN
 FG0038  USGS QUAD   -  SHIRLEY (1981)
 FG0038
 FG0038                         *CURRENT SURVEY CONTROL
 FG0038  ___________________________________________________________________
 FG0038* NAD 83(1986)-  35 39 25.     (N)    092 15 16.     (W)     SCALED    
 FG0038* NAVD 88     -       150.275  (meters)     493.03   (feet)  ADJUSTED  
 FG0038  ___________________________________________________________________
 FG0038  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG0038  DYNAMIC HT  -         150.137 (meters)     492.57  (feet)  COMP
 FG0038  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 FG0038
 FG0038  VERT ORDER  -  FIRST     CLASS II
 FG0038
 FG0038.The horizontal coordinates were scaled from a topographic map and have
 FG0038.an estimated accuracy of +/- 6 seconds.
 FG0038
 FG0038.The orthometric height was determined by differential leveling
 FG0038.and adjusted by the National Geodetic Survey in June 1991..
 FG0038
 FG0038.The geoid height was determined by GEOID03.
 FG0038
 FG0038.The dynamic height is computed by dividing the NAVD 88
 FG0038.geopotential number by the normal gravity value computed on the
 FG0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0038.degrees latitude (g = 980.6199 gals.).
 FG0038
 FG0038.The modeled gravity was interpolated from observed gravity values.
 FG0038
 FG0038;                    North         East    Units  Estimated Accuracy
 FG0038;SPC AR N     -   146,870.      376,960.      MT  (+/- 180 meters Scaled)
 FG0038
 FG0038                          SUPERSEDED SURVEY CONTROL
 FG0038
 FG0038  NGVD 29 (??/??/92)  150.176  (m)          492.70   (f) ADJ UNCH    1 2
 FG0038
 FG0038.Superseded values are not recommended for survey control.
 FG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0038.See file dsdata.txt to determine how the superseded data were derived.
 FG0038
 FG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV674461(NAD 83)
 FG0038_MARKER: DB = BENCH MARK DISK
 FG0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0038_SP_SET: MONUMENT
 FG0038_STAMPING: N 7-1931
 FG0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0038
 FG0038  HISTORY     - Date     Condition        Report By
 FG0038  HISTORY     - 1931     MONUMENTED       CGS
 FG0038  HISTORY     - 1935     MARK NOT FOUND   NGS
 FG0038
 FG0038                          STATION DESCRIPTION
 FG0038
 FG0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FG0038'4 MI S FROM SHIRLEY.
 FG0038'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 4 MILES SOUTH OF RAILROAD
 FG0038'DEPOT AT SHIRLEY, ARKANSAS, OPPOSITE TELEPHONE POLE 219-1 IN THE
 FG0038'MIDDLE OF SMALL CUT, AND 15 FEET WEST OF WEST AND NEAREST RAIL.
 FG0038'STANDARD BRONZE TABLET SET IN CONCRETE MONUMENT.
 FG0038
 FG0038                          STATION RECOVERY (1935)
 FG0038
 FG0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0240 ***********************************************************************
 GE0240  DESIGNATION -  N 7 15
 GE0240  PID         -  GE0240
 GE0240  STATE/COUNTY-  AR/CLAY
 GE0240  USGS QUAD   -  KNOBEL (1993)
 GE0240
 GE0240                         *CURRENT SURVEY CONTROL
 GE0240  ___________________________________________________________________
 GE0240* NAD 83(1986)-  36 22 05.     (N)    090 35 20.     (W)     SCALED    
 GE0240* NAVD 88     -        88.657  (meters)     290.87   (feet)  ADJUSTED  
 GE0240  ___________________________________________________________________
 GE0240  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GE0240  DYNAMIC HT  -          88.586 (meters)     290.64  (feet)  COMP
 GE0240  MODELED GRAV-     979,829.0   (mgal)                       NAVD 88
 GE0240
 GE0240  VERT ORDER  -  FIRST     CLASS II
 GE0240
 GE0240.The horizontal coordinates were scaled from a topographic map and have
 GE0240.an estimated accuracy of +/- 6 seconds.
 GE0240
 GE0240.The orthometric height was determined by differential leveling
 GE0240.and adjusted by the National Geodetic Survey in June 1991..
 GE0240
 GE0240.The geoid height was determined by GEOID03.
 GE0240
 GE0240.The dynamic height is computed by dividing the NAVD 88
 GE0240.geopotential number by the normal gravity value computed on the
 GE0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0240.degrees latitude (g = 980.6199 gals.).
 GE0240
 GE0240.The modeled gravity was interpolated from observed gravity values.
 GE0240
 GE0240;                    North         East    Units  Estimated Accuracy
 GE0240;SPC AR N     -   226,650.      526,640.      MT  (+/- 180 meters Scaled)
 GE0240
 GE0240                          SUPERSEDED SURVEY CONTROL
 GE0240
 GE0240  NGVD 29 (??/??/92)   88.648  (m)          290.84   (f) ADJ UNCH    1 2
 GE0240
 GE0240.Superseded values are not recommended for survey control.
 GE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0240.See file dsdata.txt to determine how the superseded data were derived.
 GE0240
 GE0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163274(NAD 83)
 GE0240_MARKER: DD = SURVEY DISK
 GE0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0240_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0240_STAMPING: BM N-7-15
 GE0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0240
 GE0240  HISTORY     - Date     Condition        Report By
 GE0240  HISTORY     - UNK      MONUMENTED       DOD
 GE0240  HISTORY     - 1956     GOOD             NGS
 GE0240  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0240
 GE0240                          STATION DESCRIPTION
 GE0240
 GE0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0240'2.8 MI S FROM CORNING.
 GE0240'2.75 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0240'STATION AT CORNING, ABOUT 0.3 MILE NORTH OF RAILROAD BRIDGE
 GE0240'OVER BLACK RIVER, AT INTERSECTION OF TRACK AND A LEVEE, 13 FEET
 GE0240'EAST OF EAST RAIL, 25 FEET NORTHEAST OF CENTER OF INTERSECTION
 GE0240'OF TRACK AND LEVEE, 58 FEET SOUTHEAST AND ACROSS TRACK FROM
 GE0240'CONCRETE MILE POST 195, 20 FEET WEST OF A FENCE LINE, ABOUT
 GE0240'1 1/2 FEET BELOW LEVEL OF TRACK AND IS A U.S.E. DISK ON TOP OF A
 GE0240'4-INCH PIPE PROJECTING 8 INCHES.
 GE0240
 GE0240                          STATION RECOVERY (2002)
 GE0240
 GE0240'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0236 ***********************************************************************
 GE0236  DESIGNATION -  N 7 19
 GE0236  PID         -  GE0236
 GE0236  STATE/COUNTY-  AR/CLAY
 GE0236  USGS QUAD   -  KNOBEL (1993)
 GE0236
 GE0236                         *CURRENT SURVEY CONTROL
 GE0236  ___________________________________________________________________
 GE0236* NAD 83(1986)-  36 21 26.     (N)    090 35 20.     (W)     SCALED    
 GE0236* NAVD 88     -        88.618  (meters)     290.74   (feet)  ADJUSTED  
 GE0236  ___________________________________________________________________
 GE0236  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GE0236  DYNAMIC HT  -          88.547 (meters)     290.51  (feet)  COMP
 GE0236  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 GE0236
 GE0236  VERT ORDER  -  FIRST     CLASS II
 GE0236
 GE0236.The horizontal coordinates were scaled from a topographic map and have
 GE0236.an estimated accuracy of +/- 6 seconds.
 GE0236
 GE0236.The orthometric height was determined by differential leveling
 GE0236.and adjusted by the National Geodetic Survey in June 1991..
 GE0236
 GE0236.The geoid height was determined by GEOID03.
 GE0236
 GE0236.The dynamic height is computed by dividing the NAVD 88
 GE0236.geopotential number by the normal gravity value computed on the
 GE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0236.degrees latitude (g = 980.6199 gals.).
 GE0236
 GE0236.The modeled gravity was interpolated from observed gravity values.
 GE0236
 GE0236;                    North         East    Units  Estimated Accuracy
 GE0236;SPC AR N     -   225,450.      526,650.      MT  (+/- 180 meters Scaled)
 GE0236
 GE0236                          SUPERSEDED SURVEY CONTROL
 GE0236
 GE0236  NGVD 29 (??/??/92)   88.609  (m)          290.71   (f) ADJ UNCH    1 2
 GE0236
 GE0236.Superseded values are not recommended for survey control.
 GE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0236.See file dsdata.txt to determine how the superseded data were derived.
 GE0236
 GE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163262(NAD 83)
 GE0236_MARKER: DD = SURVEY DISK
 GE0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0236_STAMPING: BM N-7-19
 GE0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0236
 GE0236  HISTORY     - Date     Condition        Report By
 GE0236  HISTORY     - UNK      MONUMENTED       DOD
 GE0236  HISTORY     - 1956     GOOD             NGS
 GE0236  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0236
 GE0236                          STATION DESCRIPTION
 GE0236
 GE0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0236'2.9 MI N FROM KNOBEL.
 GE0236'2.9 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0236'STATION AT KNOBEL, ABOUT 3.5 MILES SOUTH OF STATION AT CORNING,
 GE0236'CLAY COUNTY, ABOUT 0.45 MILE SOUTH OF RAILROAD BRIDGE OVER BLACK
 GE0236'RIVER, ABOUT 0.1 MILE SOUTH OF SOUTH END OF A CONCRETE RAILROAD
 GE0236'TRESTLE, AT A POINT WHERE A LEVEE EXTENDS NORTHEAST AWAY FROM
 GE0236'TRACK, 19 FEET EAST OF EAST RAIL, 44 FEET NORTH OF TELEPHONE
 GE0236'POLE NO. 195/30, 5 FEET WEST OF A FENCE LINE, ABOUT 2 FEET
 GE0236'BELOW LEVEL OF TRACK AND IS A U.S.E. DISK ON A 4-INCH IRON PIPE
 GE0236'PROJECTING 8 INCHES.
 GE0236
 GE0236                          STATION RECOVERY (2002)
 GE0236
 GE0236'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0231 ***********************************************************************
 GE0231  DESIGNATION -  N 7 3
 GE0231  PID         -  GE0231
 GE0231  STATE/COUNTY-  AR/CLAY
 GE0231  USGS QUAD   -  KNOBEL (1993)
 GE0231
 GE0231                         *CURRENT SURVEY CONTROL
 GE0231  ___________________________________________________________________
 GE0231* NAD 83(1986)-  36 19 19.     (N)    090 36 09.     (W)     SCALED    
 GE0231* NAVD 88     -        85.409  (meters)     280.21   (feet)  ADJUSTED  
 GE0231  ___________________________________________________________________
 GE0231  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE0231  DYNAMIC HT  -          85.340 (meters)     279.99  (feet)  COMP
 GE0231  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GE0231
 GE0231  VERT ORDER  -  FIRST     CLASS II
 GE0231
 GE0231.The horizontal coordinates were scaled from a topographic map and have
 GE0231.an estimated accuracy of +/- 6 seconds.
 GE0231
 GE0231.The orthometric height was determined by differential leveling
 GE0231.and adjusted by the National Geodetic Survey in June 1991..
 GE0231
 GE0231.The geoid height was determined by GEOID03.
 GE0231
 GE0231.The dynamic height is computed by dividing the NAVD 88
 GE0231.geopotential number by the normal gravity value computed on the
 GE0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0231.degrees latitude (g = 980.6199 gals.).
 GE0231
 GE0231.The modeled gravity was interpolated from observed gravity values.
 GE0231
 GE0231;                    North         East    Units  Estimated Accuracy
 GE0231;SPC AR N     -   221,520.      525,490.      MT  (+/- 180 meters Scaled)
 GE0231
 GE0231                          SUPERSEDED SURVEY CONTROL
 GE0231
 GE0231  NGVD 29 (??/??/92)   85.400  (m)          280.18   (f) ADJ UNCH    1 2
 GE0231
 GE0231.Superseded values are not recommended for survey control.
 GE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0231.See file dsdata.txt to determine how the superseded data were derived.
 GE0231
 GE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA152223(NAD 83)
 GE0231_MARKER: DD = SURVEY DISK
 GE0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0231_SP_SET: CONCRETE FILLED PIPE
 GE0231_STAMPING: N-7-3
 GE0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0231
 GE0231  HISTORY     - Date     Condition        Report By
 GE0231  HISTORY     - UNK      MONUMENTED       DOD
 GE0231  HISTORY     - 1956     GOOD             NGS
 GE0231  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0231
 GE0231                          STATION DESCRIPTION
 GE0231
 GE0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0231'AT KNOBEL.
 GE0231'AT KNOBEL, ALONG THE MISSOURI PACIFIC RAILROAD, 409 FEET
 GE0231'NORTH-NORTHEAST AND ACROSS MAIN LINE TRACK FROM THE NORTH CORNER
 GE0231'OF STATION, 24 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN LINE
 GE0231'TRACK, 39 1/2 FEET WEST-SOUTHWEST OF WEST CORNER OF CONCRETE
 GE0231'BASE OF AN ABANDONED WATER COLUMN, 31 1/2 FEET SOUTH-SOUTHWEST
 GE0231'OF A TELEPHONE POLE, 22 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF A
 GE0231'SIDE TRACK PARALLEL TO MAIN LINE TRACK, ABOUT 4 FEET BELOW LEVEL
 GE0231'OF MAIN LINE TRACK AND SET IN THE TOP OF A CONCRETE FILLED STOVE
 GE0231'PIPE PROJECTING 2 INCHES.
 GE0231
 GE0231                          STATION RECOVERY (2002)
 GE0231
 GE0231'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0245 ***********************************************************************
 GE0245  DESIGNATION -  N 7 4
 GE0245  PID         -  GE0245
 GE0245  STATE/COUNTY-  AR/CLAY
 GE0245  USGS QUAD   -  CORNING (1964)
 GE0245
 GE0245                         *CURRENT SURVEY CONTROL
 GE0245  ___________________________________________________________________
 GE0245* NAD 83(1986)-  36 24 28.     (N)    090 34 47.     (W)     SCALED    
 GE0245* NAVD 88     -        88.961  (meters)     291.87   (feet)  ADJUSTED  
 GE0245  ___________________________________________________________________
 GE0245  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GE0245  DYNAMIC HT  -          88.889 (meters)     291.63  (feet)  COMP
 GE0245  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GE0245
 GE0245  VERT ORDER  -  FIRST     CLASS II
 GE0245
 GE0245.The horizontal coordinates were scaled from a topographic map and have
 GE0245.an estimated accuracy of +/- 6 seconds.
 GE0245
 GE0245.The orthometric height was determined by differential leveling
 GE0245.and adjusted by the National Geodetic Survey in June 1991..
 GE0245
 GE0245.The geoid height was determined by GEOID03.
 GE0245
 GE0245.The dynamic height is computed by dividing the NAVD 88
 GE0245.geopotential number by the normal gravity value computed on the
 GE0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0245.degrees latitude (g = 980.6199 gals.).
 GE0245
 GE0245.The modeled gravity was interpolated from observed gravity values.
 GE0245
 GE0245;                    North         East    Units  Estimated Accuracy
 GE0245;SPC AR N     -   231,070.      527,400.      MT  (+/- 180 meters Scaled)
 GE0245
 GE0245                          SUPERSEDED SURVEY CONTROL
 GE0245
 GE0245  NGVD 29 (??/??/92)   88.950  (m)          291.83   (f) ADJ UNCH    1 2
 GE0245
 GE0245.Superseded values are not recommended for survey control.
 GE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0245.See file dsdata.txt to determine how the superseded data were derived.
 GE0245
 GE0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA170319(NAD 83)
 GE0245_MARKER: DD = SURVEY DISK
 GE0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0245_STAMPING: N-7-4
 GE0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0245+STABILITY: SURFACE MOTION
 GE0245
 GE0245  HISTORY     - Date     Condition        Report By
 GE0245  HISTORY     - UNK      MONUMENTED       DOD
 GE0245  HISTORY     - 1956     GOOD             NGS
 GE0245  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0245
 GE0245                          STATION DESCRIPTION
 GE0245
 GE0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0245'AT CORNING.
 GE0245'AT CORNING, ABOUT 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC
 GE0245'RAILROAD FROM THE STATION, AT CROSSING OF U.S. HIGHWAY 62, 23
 GE0245'FEET WEST OF WEST RAIL OF MAIN TRACK, 51 FEET EAST OF CENTER
 GE0245'LINE OF FIRST STREET, 43 FEET SOUTH OF CENTER LINE OF U.S.
 GE0245'HIGHWAY 62, 24 1/2 FEET SOUTH OF AUTOMATIC CROSSING WARNING
 GE0245'SIGNAL, 13 FEET SOUTH OF SOUTH EDGE OF A SIDE WALK, 1 1/2 FEET
 GE0245'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0245'PROJECTING 1 INCH.
 GE0245
 GE0245                          STATION RECOVERY (2002)
 GE0245
 GE0245'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0258 ***********************************************************************
 GE0258  DESIGNATION -  N 7 5
 GE0258  PID         -  GE0258
 GE0258  STATE/COUNTY-  AR/CLAY
 GE0258  USGS QUAD   -  CORNING (1964)
 GE0258
 GE0258                         *CURRENT SURVEY CONTROL
 GE0258  ___________________________________________________________________
 GE0258* NAD 83(1986)-  36 29 01.     (N)    090 31 31.     (W)     SCALED    
 GE0258* NAVD 88     -        91.092  (meters)     298.86   (feet)  ADJUSTED  
 GE0258  ___________________________________________________________________
 GE0258  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GE0258  DYNAMIC HT  -          91.019 (meters)     298.62  (feet)  COMP
 GE0258  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GE0258
 GE0258  VERT ORDER  -  FIRST     CLASS II
 GE0258
 GE0258.The horizontal coordinates were scaled from a topographic map and have
 GE0258.an estimated accuracy of +/- 6 seconds.
 GE0258
 GE0258.The orthometric height was determined by differential leveling
 GE0258.and adjusted by the National Geodetic Survey in June 1991..
 GE0258.WARNING-Repeat measurements at this control monument indicate possible
 GE0258.vertical movement.
 GE0258
 GE0258.The geoid height was determined by GEOID03.
 GE0258
 GE0258.The dynamic height is computed by dividing the NAVD 88
 GE0258.geopotential number by the normal gravity value computed on the
 GE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0258.degrees latitude (g = 980.6199 gals.).
 GE0258
 GE0258.The modeled gravity was interpolated from observed gravity values.
 GE0258
 GE0258;                    North         East    Units  Estimated Accuracy
 GE0258;SPC AR N     -   239,560.      532,150.      MT  (+/- 180 meters Scaled)
 GE0258
 GE0258                          SUPERSEDED SURVEY CONTROL
 GE0258
 GE0258  NGVD 29 (??/??/92)   91.080  (m)          298.82   (f) ADJ UNCH    1 2
 GE0258
 GE0258.Superseded values are not recommended for survey control.
 GE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0258.See file dsdata.txt to determine how the superseded data were derived.
 GE0258
 GE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA216404(NAD 83)
 GE0258_MARKER: DD = SURVEY DISK
 GE0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0258_STAMPING: N-7-5
 GE0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0258+STABILITY: SURFACE MOTION
 GE0258
 GE0258  HISTORY     - Date     Condition        Report By
 GE0258  HISTORY     - UNK      MONUMENTED       DOD
 GE0258  HISTORY     - 1956     GOOD             NGS
 GE0258  HISTORY     - 20020323 MARK NOT FOUND   USACE
 GE0258
 GE0258                          STATION DESCRIPTION
 GE0258
 GE0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0258'AT MOARK.
 GE0258'AT MOARK, ABOUT 0.2 MILE NORTHEAST ALONG THE MISSOURI PACIFIC
 GE0258'RAILROAD FROM THE STATION AT MOARK, ABOUT 0.1 MILE SOUTHWEST
 GE0258'OF MILE POLE 186, AT A ROAD CROSSING, 43 FEET NORTHWEST OF
 GE0258'NORTHWEST RAIL OF MAIN TRACK, 70 FEET WEST-SOUTHWEST OF CENTER
 GE0258'OF CROSSING, 42 1/2 FEET EAST OF EAST CORNER OF A HOUSE, 9 FEET
 GE0258'SOUTH-SOUTHEAST OF CENTER OF A FARM GATE, 6 FEET EAST OF AN
 GE0258'18-INCH BLACK WALNUT TREE, 6 FEET EAST-SOUTHEAST OF TELEPHONE
 GE0258'POLE NO. 7902, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN
 GE0258'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GE0258
 GE0258                          STATION RECOVERY (2002)
 GE0258
 GE0258'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0012 ***********************************************************************
 EJ0012  DESIGNATION -  N 70
 EJ0012  PID         -  EJ0012
 EJ0012  STATE/COUNTY-  AR/PULASKI
 EJ0012  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0012
 EJ0012                         *CURRENT SURVEY CONTROL
 EJ0012  ___________________________________________________________________
 EJ0012* NAD 83(1986)-  34 50 38.     (N)    092 20 17.     (W)     SCALED    
 EJ0012* NAVD 88     -        87.123  (meters)     285.84   (feet)  ADJUSTED  
 EJ0012  ___________________________________________________________________
 EJ0012  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EJ0012  DYNAMIC HT  -          87.041 (meters)     285.57  (feet)  COMP
 EJ0012  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 EJ0012
 EJ0012  VERT ORDER  -  FIRST     CLASS II
 EJ0012
 EJ0012.The horizontal coordinates were scaled from a topographic map and have
 EJ0012.an estimated accuracy of +/- 6 seconds.
 EJ0012
 EJ0012.The orthometric height was determined by differential leveling
 EJ0012.and adjusted by the National Geodetic Survey in June 1991..
 EJ0012
 EJ0012.The geoid height was determined by GEOID03.
 EJ0012
 EJ0012.The dynamic height is computed by dividing the NAVD 88
 EJ0012.geopotential number by the normal gravity value computed on the
 EJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0012.degrees latitude (g = 980.6199 gals.).
 EJ0012
 EJ0012.The modeled gravity was interpolated from observed gravity values.
 EJ0012
 EJ0012;                    North         East    Units  Estimated Accuracy
 EJ0012;SPC AR S     -   641,540.      369,080.      MT  (+/- 180 meters Scaled)
 EJ0012
 EJ0012                          SUPERSEDED SURVEY CONTROL
 EJ0012
 EJ0012  NGVD 29 (??/??/92)   87.186  (m)          286.04   (f) ADJ UNCH    1 2
 EJ0012
 EJ0012.Superseded values are not recommended for survey control.
 EJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0012.See file dsdata.txt to determine how the superseded data were derived.
 EJ0012
 EJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU605559(NAD 83)
 EJ0012_MARKER: DB = BENCH MARK DISK
 EJ0012_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0012_STAMPING: N 70 1934
 EJ0012_MARK LOGO: CGS   
 EJ0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0012
 EJ0012  HISTORY     - Date     Condition        Report By
 EJ0012  HISTORY     - 1934     MONUMENTED       CGS
 EJ0012  HISTORY     - 1967     GOOD             NGS
 EJ0012  HISTORY     - 1984     GOOD             NGS
 EJ0012  HISTORY     - 1987     GOOD             USPSQD
 EJ0012  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0012  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0012
 EJ0012                          STATION DESCRIPTION
 EJ0012
 EJ0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0012'2.0 MI SE FROM MARCHE.
 EJ0012'IT IS 2.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EJ0012'MARCHE, AT BRIDGE NUMBER 351.3, CEMENTED IN A DRILL HOLE IN THE
 EJ0012'NORTHEAST END OF THE NORTH CONCRETE BRIDGE ABUTMENT, 7 NORTHEAST OF
 EJ0012'THE NORTHEAST RAIL OF THE TRACKS, AND 1 FOOT SOUTH OF THE NORTH EDGE
 EJ0012'OF THE BRIDGE.
 EJ0012
 EJ0012                          STATION RECOVERY (1984)
 EJ0012
 EJ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.2 KM
 EJ0012'(5.7 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE INTERSTATE 40
 EJ0012'OVERPASS IN NORTH LITTLE ROCK (ALSO OVER THE MISSOURI PACIFIC
 EJ0012'RAILROAD) TO THE MARK SET IN THE NORTHEAST END OF THE NORTH ABUTMENT
 EJ0012'OF THE RAILROAD BRIDGE OVER NEWTON CREEK, 0.60 METERS (2.0 FT) WEST OF
 EJ0012'THE EAST EDGE OF THE TOP OF THE SLOPE OF THE ABUTMENT, 0.30 METERS
 EJ0012'(1.0 FT) SOUTH OF THE NORTH FACE OF THE NORTH ABUTMENT, AND
 EJ0012'1.37 METERS (4.5 FT) NORTHEAST OF THE NORTHEAST RAIL.
 EJ0012'THE MARK IS 0.4 M BELOW TRACKS.
 EJ0012
 EJ0012                          STATION RECOVERY (1987)
 EJ0012
 EJ0012'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ0012'RECOVERED IN GOOD CONDITION.
 EJ0012
 EJ0012                          STATION RECOVERY (1988)
 EJ0012
 EJ0012'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0012'MARK NOT FOUND.
 EJ0012
 EJ0012                          STATION RECOVERY (1989)
 EJ0012
 EJ0012'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0406 ***********************************************************************
 FG0406  DESIGNATION -  N 71
 FG0406  PID         -  FG0406
 FG0406  STATE/COUNTY-  AR/PERRY
 FG0406  USGS QUAD   -  HOUSTON (1990)
 FG0406
 FG0406                         *CURRENT SURVEY CONTROL
 FG0406  ___________________________________________________________________
 FG0406* NAD 83(1986)-  35 00 33.     (N)    092 39 13.     (W)     SCALED    
 FG0406* NAVD 88     -        86.922  (meters)     285.18   (feet)  ADJUSTED  
 FG0406  ___________________________________________________________________
 FG0406  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG0406  DYNAMIC HT  -          86.840 (meters)     284.91  (feet)  COMP
 FG0406  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 FG0406
 FG0406  VERT ORDER  -  SECOND    CLASS 0
 FG0406
 FG0406.The horizontal coordinates were scaled from a topographic map and have
 FG0406.an estimated accuracy of +/- 6 seconds.
 FG0406
 FG0406.The orthometric height was determined by differential leveling
 FG0406.and adjusted by the National Geodetic Survey in June 1991..
 FG0406
 FG0406.The geoid height was determined by GEOID03.
 FG0406
 FG0406.The dynamic height is computed by dividing the NAVD 88
 FG0406.geopotential number by the normal gravity value computed on the
 FG0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0406.degrees latitude (g = 980.6199 gals.).
 FG0406
 FG0406.The modeled gravity was interpolated from observed gravity values.
 FG0406
 FG0406;                    North         East    Units  Estimated Accuracy
 FG0406;SPC AR N     -    75,180.      340,340.      MT  (+/- 180 meters Scaled)
 FG0406
 FG0406                          SUPERSEDED SURVEY CONTROL
 FG0406
 FG0406  NGVD 29 (??/??/92)   86.951  (m)          285.27   (f) ADJ UNCH    2 0
 FG0406
 FG0406.Superseded values are not recommended for survey control.
 FG0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0406.See file dsdata.txt to determine how the superseded data were derived.
 FG0406
 FG0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU316741(NAD 83)
 FG0406_MARKER: DB = BENCH MARK DISK
 FG0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0406_STAMPING: N-71 1934
 FG0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0406+STABILITY: SURFACE MOTION
 FG0406
 FG0406  HISTORY     - Date     Condition        Report By
 FG0406  HISTORY     - 1934     MONUMENTED       CGS
 FG0406
 FG0406                          STATION DESCRIPTION
 FG0406
 FG0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0406'1.4 MI W FROM BIGELOW.
 FG0406'SET AT PRIVATE RAILROAD CROSSING.  50.4 FEET NORTH OF CENTERLINE OF
 FG0406'FARM ROAD AT RAILROAD CROSSING.  47.5 FEET NORTHEAST OF CENTERLINE OF
 FG0406'CHICAGO, ROCK ISLAND AND PACIFIC R.R.  11.5 FEET NORTHWEST OF
 FG0406'NORTHWEST END OF IRON GATE.  5.9 FEET NORTHEAST OF TELEPHONE POLE
 FG0406'MARKED 173/25.  1.7 FEET SOUTHWEST OF FENCE PARALLELING RAILROAD.
 FG0406'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0318 ***********************************************************************
 FG0318  DESIGNATION -  N 72
 FG0318  PID         -  FG0318
 FG0318  STATE/COUNTY-  AR/CONWAY
 FG0318  USGS QUAD   -  MORRILTON WEST (1991)
 FG0318
 FG0318                         *CURRENT SURVEY CONTROL
 FG0318  ___________________________________________________________________
 FG0318* NAD 83(1986)-  35 12 53.     (N)    092 49 54.     (W)     SCALED    
 FG0318* NAVD 88     -        99.261  (meters)     325.66   (feet)  ADJUSTED  
 FG0318  ___________________________________________________________________
 FG0318  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FG0318  DYNAMIC HT  -          99.167 (meters)     325.35  (feet)  COMP
 FG0318  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 FG0318
 FG0318  VERT ORDER  -  SECOND    CLASS 0
 FG0318
 FG0318.The horizontal coordinates were scaled from a topographic map and have
 FG0318.an estimated accuracy of +/- 6 seconds.
 FG0318
 FG0318.The orthometric height was determined by differential leveling
 FG0318.and adjusted by the National Geodetic Survey in June 1991..
 FG0318
 FG0318.The geoid height was determined by GEOID03.
 FG0318
 FG0318.The dynamic height is computed by dividing the NAVD 88
 FG0318.geopotential number by the normal gravity value computed on the
 FG0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0318.degrees latitude (g = 980.6199 gals.).
 FG0318
 FG0318.The modeled gravity was interpolated from observed gravity values.
 FG0318
 FG0318;                    North         East    Units  Estimated Accuracy
 FG0318;SPC AR N     -    98,100.      324,280.      MT  (+/- 180 meters Scaled)
 FG0318
 FG0318                          SUPERSEDED SURVEY CONTROL
 FG0318
 FG0318  NGVD 29 (??/??/92)   99.282  (m)          325.73   (f) ADJ UNCH    2 0
 FG0318
 FG0318.Superseded values are not recommended for survey control.
 FG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0318.See file dsdata.txt to determine how the superseded data were derived.
 FG0318
 FG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU153968(NAD 83)
 FG0318_MARKER: DB = BENCH MARK DISK
 FG0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0318_STAMPING: N 72 1934
 FG0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0318+STABILITY: SURFACE MOTION
 FG0318
 FG0318  HISTORY     - Date     Condition        Report By
 FG0318  HISTORY     - 1934     MONUMENTED       CGS
 FG0318  HISTORY     - 1967     GOOD             NGS
 FG0318  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0318
 FG0318                          STATION DESCRIPTION
 FG0318
 FG0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0318'6.6 MI E FROM ATKINS.
 FG0318'IT IS 6.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FG0318'STATION IN ATKINS, 0.8 MILE EAST OF BLACKWELL SIDING, AT THE JUNCTION
 FG0318'OF U.S. HIGHWAY 64 AND STATE HIGHWAY 113, 267 FEET SOUTH OF THE CENTER
 FG0318'OF U.S. HIGHWAY 64, 49 FEET WEST OF THE CENTER OF STATE HIGHWAY 113,
 FG0318'41 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 6 FEET NORTH
 FG0318'OF POWERLINE POLE NUMBER 608, 27 FEET SOUTHWEST OF THE WEST END OF A
 FG0318'CONCRETE CULVERT, 1 FOOT WEST OF A METAL WITNESS POST AND SET IN THE
 FG0318'TOP OF A 6 INCH SQUARE CONCRETE POST 3 INCHES BELOW THE GROUND
 FG0318'SURFACE.
 FG0318
 FG0318                          STATION RECOVERY (1984)
 FG0318
 FG0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0318'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0944 ***********************************************************************
 EJ0944  DESIGNATION -  N 73
 EJ0944  PID         -  EJ0944
 EJ0944  STATE/COUNTY-  AR/SALINE
 EJ0944  USGS QUAD   -  PARON (1984)
 EJ0944
 EJ0944                         *CURRENT SURVEY CONTROL
 EJ0944  ___________________________________________________________________
 EJ0944* NAD 83(1986)-  34 47 46.     (N)    092 48 33.     (W)     SCALED    
 EJ0944* NAVD 88     -       217.561  (meters)     713.78   (feet)  ADJUSTED  
 EJ0944  ___________________________________________________________________
 EJ0944  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EJ0944  DYNAMIC HT  -         217.350 (meters)     713.09  (feet)  COMP
 EJ0944  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 EJ0944
 EJ0944  VERT ORDER  -  SECOND    CLASS 0
 EJ0944
 EJ0944.The horizontal coordinates were scaled from a topographic map and have
 EJ0944.an estimated accuracy of +/- 6 seconds.
 EJ0944
 EJ0944.The orthometric height was determined by differential leveling
 EJ0944.and adjusted by the National Geodetic Survey in June 1991..
 EJ0944
 EJ0944.The geoid height was determined by GEOID03.
 EJ0944
 EJ0944.The dynamic height is computed by dividing the NAVD 88
 EJ0944.geopotential number by the normal gravity value computed on the
 EJ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0944.degrees latitude (g = 980.6199 gals.).
 EJ0944
 EJ0944.The modeled gravity was interpolated from observed gravity values.
 EJ0944
 EJ0944;                    North         East    Units  Estimated Accuracy
 EJ0944;SPC AR S     -   636,480.      325,950.      MT  (+/- 180 meters Scaled)
 EJ0944
 EJ0944                          SUPERSEDED SURVEY CONTROL
 EJ0944
 EJ0944  NGVD 29 (??/??/92)  217.572  (m)          713.82   (f) ADJ UNCH    2 0
 EJ0944
 EJ0944.Superseded values are not recommended for survey control.
 EJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0944.See file dsdata.txt to determine how the superseded data were derived.
 EJ0944
 EJ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU174504(NAD 83)
 EJ0944_MARKER: DB = BENCH MARK DISK
 EJ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0944_STAMPING: N 73 1935
 EJ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0944+STABILITY: SURFACE MOTION
 EJ0944
 EJ0944  HISTORY     - Date     Condition        Report By
 EJ0944  HISTORY     - 1935     MONUMENTED       CGS
 EJ0944  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0944
 EJ0944                          STATION DESCRIPTION
 EJ0944
 EJ0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0944'4.8 MI NW FROM PARON.
 EJ0944'2.7 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE SCHOOLHOUSE AT PARON,
 EJ0944'SALINE COUNTY, 2.1 MILES WEST ALONG CAMP REFORM ROAD, 84 FEET
 EJ0944'NORTHWEST OF A TENANT HOUSE ON THE H. SMITH FARM, 32 FEET NORTH OF THE
 EJ0944'CENTERLINE OF THE ROAD, 15 FEET NORTH OF A FENCE CORNER, AND 1.9 FEET
 EJ0944'WEST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED N 73 1935
 EJ0944'AND SET IN THE TOP OF A CONCRETE POST.
 EJ0944
 EJ0944                          STATION RECOVERY (1998)
 EJ0944
 EJ0944'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1241 ***********************************************************************
 FF1241  DESIGNATION -  N 74
 FF1241  PID         -  FF1241
 FF1241  STATE/COUNTY-  AR/JACKSON
 FF1241  USGS QUAD   -  MC CRORY (1980)
 FF1241
 FF1241                         *CURRENT SURVEY CONTROL
 FF1241  ___________________________________________________________________
 FF1241* NAD 83(1986)-  35 21 18.     (N)    091 13 49.     (W)     SCALED    
 FF1241* NAVD 88     -        66.911  (meters)     219.52   (feet)  ADJUSTED  
 FF1241  ___________________________________________________________________
 FF1241  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1241  DYNAMIC HT  -          66.851 (meters)     219.33  (feet)  COMP
 FF1241  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FF1241
 FF1241  VERT ORDER  -  SECOND    CLASS 0
 FF1241
 FF1241.The horizontal coordinates were scaled from a topographic map and have
 FF1241.an estimated accuracy of +/- 6 seconds.
 FF1241
 FF1241.The orthometric height was determined by differential leveling
 FF1241.and adjusted by the National Geodetic Survey in June 1991..
 FF1241
 FF1241.The geoid height was determined by GEOID03.
 FF1241
 FF1241.The dynamic height is computed by dividing the NAVD 88
 FF1241.geopotential number by the normal gravity value computed on the
 FF1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1241.degrees latitude (g = 980.6199 gals.).
 FF1241
 FF1241.The modeled gravity was interpolated from observed gravity values.
 FF1241
 FF1241;                    North         East    Units  Estimated Accuracy
 FF1241;SPC AR N     -   113,620.      469,960.      MT  (+/- 180 meters Scaled)
 FF1241
 FF1241                          SUPERSEDED SURVEY CONTROL
 FF1241
 FF1241  NGVD 29 (??/??/??)   66.865  (m)          219.37   (f) ADJUSTED    2 0
 FF1241
 FF1241.Superseded values are not recommended for survey control.
 FF1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1241.See file dsdata.txt to determine how the superseded data were derived.
 FF1241
 FF1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV607138(NAD 83)
 FF1241_MARKER: DB = BENCH MARK DISK
 FF1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1241_STAMPING: 219.337 N 74 1934
 FF1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1241+STABILITY: SURFACE MOTION
 FF1241
 FF1241  HISTORY     - Date     Condition        Report By
 FF1241  HISTORY     - 1934     MONUMENTED       CGS
 FF1241  HISTORY     - 1954     GOOD             AR3880
 FF1241  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF1241
 FF1241                          STATION DESCRIPTION
 FF1241
 FF1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1241'2.5 MI S FROM TUPELO.
 FF1241'IN WOODRUFF COUNTY, 2.5 MILES SOUTH ALONG THE ABANDONED CHICAGO,
 FF1241'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT TUPELO,
 FF1241'JACKSON COUNTY, 18 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FF1241'WAITING ROOM AT OVERCUP SIDING, WOODRUFF COUNTY, 72 FEET NORTH
 FF1241'OF POLE 33/10, 15 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 FF1241'36 FEET NORTHEAST OF A LARGE OAK TREE.  A STANDARD DISK, STAMPED
 FF1241'219.337 N 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1241
 FF1241                          STATION RECOVERY (1954)
 FF1241
 FF1241'RECOVERY NOTE BY CITY OF TUPELO ARKANSAS 1954
 FF1241'RECOVERED IN GOOD CONDITION.
 FF1241
 FF1241                          STATION RECOVERY (1975)
 FF1241
 FF1241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0873 ***********************************************************************
 FF0873  DESIGNATION -  N 75
 FF0873  PID         -  FF0873
 FF0873  STATE/COUNTY-  AR/CRAIGHEAD
 FF0873  USGS QUAD   -  RISHER (1980)
 FF0873
 FF0873                         *CURRENT SURVEY CONTROL
 FF0873  ___________________________________________________________________
 FF0873* NAD 83(1986)-  35 43 02.     (N)    090 59 52.     (W)     SCALED    
 FF0873* NAVD 88     -        73.838  (meters)     242.25   (feet)  ADJUSTED  
 FF0873  ___________________________________________________________________
 FF0873  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF0873  DYNAMIC HT  -          73.775 (meters)     242.04  (feet)  COMP
 FF0873  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 FF0873
 FF0873  VERT ORDER  -  SECOND    CLASS 0
 FF0873
 FF0873.The horizontal coordinates were scaled from a topographic map and have
 FF0873.an estimated accuracy of +/- 6 seconds.
 FF0873
 FF0873.The orthometric height was determined by differential leveling
 FF0873.and adjusted by the National Geodetic Survey in June 1991..
 FF0873
 FF0873.The geoid height was determined by GEOID03.
 FF0873
 FF0873.The dynamic height is computed by dividing the NAVD 88
 FF0873.geopotential number by the normal gravity value computed on the
 FF0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0873.degrees latitude (g = 980.6199 gals.).
 FF0873
 FF0873.The modeled gravity was interpolated from observed gravity values.
 FF0873
 FF0873;                    North         East    Units  Estimated Accuracy
 FF0873;SPC AR N     -   153,990.      490,680.      MT  (+/- 180 meters Scaled)
 FF0873
 FF0873                          SUPERSEDED SURVEY CONTROL
 FF0873
 FF0873  NGVD 29 (??/??/??)   73.764  (m)          242.01   (f) ADJUSTED    2 0
 FF0873
 FF0873.Superseded values are not recommended for survey control.
 FF0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0873.See file dsdata.txt to determine how the superseded data were derived.
 FF0873
 FF0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV811544(NAD 83)
 FF0873_MARKER: DB = BENCH MARK DISK
 FF0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0873_STAMPING: N 75 1934
 FF0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0873+STABILITY: SURFACE MOTION
 FF0873
 FF0873  HISTORY     - Date     Condition        Report By
 FF0873  HISTORY     - 1934     MONUMENTED       CGS
 FF0873  HISTORY     - 1938     GOOD             CGS
 FF0873  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0873
 FF0873                          STATION DESCRIPTION
 FF0873
 FF0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0873'6.5 MI SW FROM CASH.
 FF0873'ABOUT 6.5 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0873'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 333 FEET NORTH OF THE
 FF0873'NORTHEAST CORNER OF A SMALL LOG CABIN, 32 FEET EAST OF THE CENTER
 FF0873'LINE OF THE WAGON ROAD LEADING TO THE CABIN, BETWEEN THE HIGHWAY
 FF0873'AND THE OLD ST. LOUIS-SAN FRANCISCO RAILWAY TRACK, 38 FEET
 FF0873'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 32 FEET NORTH
 FF0873'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED N 75
 FF0873'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF0873
 FF0873                          STATION RECOVERY (1938)
 FF0873
 FF0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF0873'RECOVERED IN GOOD CONDITION.
 FF0873
 FF0873                          STATION RECOVERY (1976)
 FF0873
 FF0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0796 ***********************************************************************
 FF0796  DESIGNATION -  N 76
 FF0796  PID         -  FF0796
 FF0796  STATE/COUNTY-  AR/POINSETT
 FF0796  USGS QUAD   -  HARRISBURG (1983)
 FF0796
 FF0796                         *CURRENT SURVEY CONTROL
 FF0796  ___________________________________________________________________
 FF0796* NAD 83(1986)-  35 32 59.     (N)    090 43 16.     (W)     SCALED    
 FF0796* NAVD 88     -        87.525  (meters)     287.15   (feet)  ADJUSTED  
 FF0796  ___________________________________________________________________
 FF0796  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF0796  DYNAMIC HT  -          87.449 (meters)     286.91  (feet)  COMP
 FF0796  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 FF0796
 FF0796  VERT ORDER  -  FIRST     CLASS II
 FF0796
 FF0796.The horizontal coordinates were scaled from a topographic map and have
 FF0796.an estimated accuracy of +/- 6 seconds.
 FF0796
 FF0796.The orthometric height was determined by differential leveling
 FF0796.and adjusted by the National Geodetic Survey in June 1991..
 FF0796
 FF0796.The geoid height was determined by GEOID03.
 FF0796
 FF0796.The dynamic height is computed by dividing the NAVD 88
 FF0796.geopotential number by the normal gravity value computed on the
 FF0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0796.degrees latitude (g = 980.6199 gals.).
 FF0796
 FF0796.The modeled gravity was interpolated from observed gravity values.
 FF0796
 FF0796;                    North         East    Units  Estimated Accuracy
 FF0796;SPC AR N     -   135,700.      515,950.      MT  (+/- 180 meters Scaled)
 FF0796
 FF0796                          SUPERSEDED SURVEY CONTROL
 FF0796
 FF0796  NGVD 29 (??/??/??)   87.467  (m)          286.96   (f) ADJUSTED    1 2
 FF0796
 FF0796.Superseded values are not recommended for survey control.
 FF0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0796.See file dsdata.txt to determine how the superseded data were derived.
 FF0796
 FF0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065363(NAD 83)
 FF0796_MARKER: DB = BENCH MARK DISK
 FF0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0796_STAMPING: N 76 1934
 FF0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0796+STABILITY: SURFACE MOTION
 FF0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0796+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 FF0796
 FF0796  HISTORY     - Date     Condition        Report By
 FF0796  HISTORY     - 1934     MONUMENTED       CGS
 FF0796  HISTORY     - 1956     GOOD             CGS
 FF0796  HISTORY     - 20020904 GOOD             USACE
 FF0796
 FF0796                          STATION DESCRIPTION
 FF0796
 FF0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0796'0.8 MI S FROM HARRISBURG.
 FF0796'0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0796'STATION AT HARRISBURG, AT AN ABANDONED WOODS ROAD CROSSING,
 FF0796'ABOUT 165 YARDS NORTH OF A 5-FOOT CONCRETE CULVERT UNDER TRACK,
 FF0796'45.8 FEET EAST OF EAST RAIL, 82 FEET NORTH OF TELEPHONE POLE
 FF0796'NO. 257/17, 93 FEET SOUTH OF TELEPHONE POLE NO. 257/16, 3 FEET
 FF0796'NORTHWEST OF THE SOUTH POST OF A GAP IN FENCE LINE, 2.3 FEET
 FF0796'WEST OF FENCE GAP, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND
 FF0796'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0796
 FF0796                          STATION RECOVERY (2002)
 FF0796
 FF0796'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0796'MARK IS APPROX. 50 FT SE OF X6 RR SIGN, E OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1435 ***********************************************************************
 DK1435  DESIGNATION -  N 77
 DK1435  PID         -  DK1435
 DK1435  STATE/COUNTY-  AR/LINCOLN
 DK1435  USGS QUAD   -  STAR CITY (1973)
 DK1435
 DK1435                         *CURRENT SURVEY CONTROL
 DK1435  ___________________________________________________________________
 DK1435* NAD 83(1986)-  33 56 47.     (N)    091 50 37.     (W)     SCALED    
 DK1435* NAVD 88     -        84.541  (meters)     277.36   (feet)  ADJUSTED  
 DK1435  ___________________________________________________________________
 DK1435  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK1435  DYNAMIC HT  -          84.456 (meters)     277.09  (feet)  COMP
 DK1435  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 DK1435
 DK1435  VERT ORDER  -  SECOND    CLASS 0
 DK1435
 DK1435.The horizontal coordinates were scaled from a topographic map and have
 DK1435.an estimated accuracy of +/- 6 seconds.
 DK1435
 DK1435.The orthometric height was determined by differential leveling
 DK1435.and adjusted by the National Geodetic Survey in June 1991..
 DK1435
 DK1435.The geoid height was determined by GEOID03.
 DK1435
 DK1435.The dynamic height is computed by dividing the NAVD 88
 DK1435.geopotential number by the normal gravity value computed on the
 DK1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1435.degrees latitude (g = 980.6199 gals.).
 DK1435
 DK1435.The modeled gravity was interpolated from observed gravity values.
 DK1435
 DK1435;                    North         East    Units  Estimated Accuracy
 DK1435;SPC AR S     -   541,950.      414,460.      MT  (+/- 180 meters Scaled)
 DK1435
 DK1435                          SUPERSEDED SURVEY CONTROL
 DK1435
 DK1435  NGVD 29 (??/??/??)   84.627  (m)          277.65   (f) ADJUSTED    2 0
 DK1435
 DK1435.Superseded values are not recommended for survey control.
 DK1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1435.See file dsdata.txt to determine how the superseded data were derived.
 DK1435
 DK1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT068568(NAD 83)
 DK1435_MARKER: DB = BENCH MARK DISK
 DK1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1435_STAMPING: N-77 1935
 DK1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1435+STABILITY: SURFACE MOTION
 DK1435
 DK1435  HISTORY     - Date     Condition        Report By
 DK1435  HISTORY     - 1935     MONUMENTED       CGS
 DK1435  HISTORY     - 1963     MARK NOT FOUND   USGS
 DK1435
 DK1435                          STATION DESCRIPTION
 DK1435
 DK1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1435'IN STAR CITY.
 DK1435'IN THE TOWN OF, ALONG ST.HWY.13.  ABOUT .5 MILE NORTH OF LINCOLN
 DK1435'COUNTY COURTHOUSE.  114 FEET NORTHEAST OF THE GATE TO THE HOME OF
 DK1435'ARTHUR JOHNSON.  57 FEET WEST OF CENTER OF STATE HIGHWAY 13.  54 FEET
 DK1435'NORTH OF THE CENTER OF THE DRIVEWAY TO THE JOHNSON HOME.  32 FEET WEST
 DK1435'OF THE STAR CITY CITY LIMIT SIGN.  19 FEET SOUTHWEST OF A LARGE OAK
 DK1435'TREE.  18 FEET WEST OF THE CENTER OF A LARGE GATE THROUGH AN EAST-WEST
 DK1435'FENCE.  3 FEET SOUTH OF FENCE LINE, TABLET SET IN PRECAST CONCRETE
 DK1435'POST.
 DK1435
 DK1435                          STATION RECOVERY (1963)
 DK1435
 DK1435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DK1435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0770 ***********************************************************************
 EJ0770  DESIGNATION -  N 78
 EJ0770  PID         -  EJ0770
 EJ0770  STATE/COUNTY-  AR/SALINE
 EJ0770  USGS QUAD   -  BENTON (1984)
 EJ0770
 EJ0770                         *CURRENT SURVEY CONTROL
 EJ0770  ___________________________________________________________________
 EJ0770* NAD 83(1986)-  34 33 34.     (N)    092 35 33.     (W)     SCALED    
 EJ0770* NAVD 88     -       123.947  (meters)     406.65   (feet)  ADJUSTED  
 EJ0770  ___________________________________________________________________
 EJ0770  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ0770  DYNAMIC HT  -         123.832 (meters)     406.27  (feet)  COMP
 EJ0770  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 EJ0770
 EJ0770  VERT ORDER  -  SECOND    CLASS 0
 EJ0770
 EJ0770.The horizontal coordinates were scaled from a topographic map and have
 EJ0770.an estimated accuracy of +/- 6 seconds.
 EJ0770
 EJ0770.The orthometric height was determined by differential leveling
 EJ0770.and adjusted by the National Geodetic Survey in June 1991..
 EJ0770
 EJ0770.The geoid height was determined by GEOID03.
 EJ0770
 EJ0770.The dynamic height is computed by dividing the NAVD 88
 EJ0770.geopotential number by the normal gravity value computed on the
 EJ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0770.degrees latitude (g = 980.6199 gals.).
 EJ0770
 EJ0770.The modeled gravity was interpolated from observed gravity values.
 EJ0770
 EJ0770;                    North         East    Units  Estimated Accuracy
 EJ0770;SPC AR S     -   610,090.      345,630.      MT  (+/- 180 meters Scaled)
 EJ0770
 EJ0770                          SUPERSEDED SURVEY CONTROL
 EJ0770
 EJ0770  NGVD 29 (??/??/92)  123.97   (m)          406.7    (f) COMPUTED    2 0
 EJ0770
 EJ0770.Superseded values are not recommended for survey control.
 EJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0770.See file dsdata.txt to determine how the superseded data were derived.
 EJ0770
 EJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU373242(NAD 83)
 EJ0770_MARKER: DB = BENCH MARK DISK
 EJ0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0770_SP_SET: BUILDING
 EJ0770_STAMPING: N-78 1935
 EJ0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0770
 EJ0770  HISTORY     - Date     Condition        Report By
 EJ0770  HISTORY     - 1935     MONUMENTED       CGS
 EJ0770  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0770
 EJ0770                          STATION DESCRIPTION
 EJ0770
 EJ0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0770'IN BENTON.
 EJ0770'TABLET SET VERTICALLY ON BRICK WALL ON SOUTHWEST SIDE OF BENTON HIGH
 EJ0770'SCHOOL.  17.9 FT. NORTHWEST OF CENTERLINE OF MAIN ENTRANCE DOOR. 12.8
 EJ0770'FT. SOUTHEAST OF NORTH CORNER OF BUILDING.  4.4 FT. ABOVE THE GROUND.
 EJ0770
 EJ0770                          STATION RECOVERY (1998)
 EJ0770
 EJ0770'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0771 ***********************************************************************
 EJ0771  DESIGNATION -  N 78 RESET
 EJ0771  PID         -  EJ0771
 EJ0771  STATE/COUNTY-  AR/SALINE
 EJ0771  USGS QUAD   -  BENTON (1984)
 EJ0771
 EJ0771                         *CURRENT SURVEY CONTROL
 EJ0771  ___________________________________________________________________
 EJ0771* NAD 83(1986)-  34 33 34.     (N)    092 35 34.     (W)     SCALED    
 EJ0771* NAVD 88     -       102.46   (meters)     336.2    (feet)  RESET     
 EJ0771  ___________________________________________________________________
 EJ0771  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ0771
 EJ0771  VERT ORDER  -  THIRD
 EJ0771
 EJ0771.The horizontal coordinates were scaled from a topographic map and have
 EJ0771.an estimated accuracy of +/- 6 seconds.
 EJ0771
 EJ0771.The orthometric height was computed from unverified reset data.
 EJ0771
 EJ0771.The geoid height was determined by GEOID03.
 EJ0771
 EJ0771;                    North         East    Units  Estimated Accuracy
 EJ0771;SPC AR S     -   610,090.      345,600.      MT  (+/- 180 meters Scaled)
 EJ0771
 EJ0771                          SUPERSEDED SURVEY CONTROL
 EJ0771
 EJ0771.No superseded survey control is available for this station.
 EJ0771
 EJ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU373242(NAD 83)
 EJ0771_MARKER: DB = BENCH MARK DISK
 EJ0771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0771_SP_SET: BUILDING
 EJ0771_STAMPING: N 78 RESET 1936
 EJ0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0771
 EJ0771  HISTORY     - Date     Condition        Report By
 EJ0771  HISTORY     - 1936     MONUMENTED       ARGS
 EJ0771
 EJ0771                          STATION DESCRIPTION
 EJ0771
 EJ0771'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EJ0771'IN BENTON.
 EJ0771'IN THE FRONT AND NORTH WALL OF THE BENTON HIGH SCHOOL (REMODELED JUNE
 EJ0771'1936) 13.4 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, 13.4
 EJ0771'FEET EAST OF THE EAST SIDE OF THE NORTHEAST ENTRANCE, 4.5 FEET ABOVE
 EJ0771'THE GROUND, 3 INCHES ABOVE A STONE COURSE IN THE BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0787 ***********************************************************************
 EJ0787  DESIGNATION -  N 79
 EJ0787  PID         -  EJ0787
 EJ0787  STATE/COUNTY-  AR/GARLAND
 EJ0787  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ0787
 EJ0787                         *CURRENT SURVEY CONTROL
 EJ0787  ___________________________________________________________________
 EJ0787* NAD 83(1986)-  34 31 35.     (N)    092 54 46.     (W)     SCALED    
 EJ0787* NAVD 88     -       176.151  (meters)     577.92   (feet)  ADJUSTED  
 EJ0787  ___________________________________________________________________
 EJ0787  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EJ0787  DYNAMIC HT  -         175.979 (meters)     577.36  (feet)  COMP
 EJ0787  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 EJ0787
 EJ0787  VERT ORDER  -  SECOND    CLASS 0
 EJ0787
 EJ0787.The horizontal coordinates were scaled from a topographic map and have
 EJ0787.an estimated accuracy of +/- 6 seconds.
 EJ0787
 EJ0787.The orthometric height was determined by differential leveling
 EJ0787.and adjusted by the National Geodetic Survey in June 1991..
 EJ0787
 EJ0787.The geoid height was determined by GEOID03.
 EJ0787
 EJ0787.The dynamic height is computed by dividing the NAVD 88
 EJ0787.geopotential number by the normal gravity value computed on the
 EJ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0787.degrees latitude (g = 980.6199 gals.).
 EJ0787
 EJ0787.The modeled gravity was interpolated from observed gravity values.
 EJ0787
 EJ0787;                    North         East    Units  Estimated Accuracy
 EJ0787;SPC AR S     -   606,640.      316,200.      MT  (+/- 180 meters Scaled)
 EJ0787
 EJ0787                          SUPERSEDED SURVEY CONTROL
 EJ0787
 EJ0787  NGVD 29 (??/??/92)  176.156  (m)          577.94   (f) ADJ UNCH    2 0
 EJ0787
 EJ0787.Superseded values are not recommended for survey control.
 EJ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0787.See file dsdata.txt to determine how the superseded data were derived.
 EJ0787
 EJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU080205(NAD 83)
 EJ0787_MARKER: DB = BENCH MARK DISK
 EJ0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0787_SP_SET: CULVERT
 EJ0787_STAMPING: N-79 1935
 EJ0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0787
 EJ0787  HISTORY     - Date     Condition        Report By
 EJ0787  HISTORY     - 1935     MONUMENTED       CGS
 EJ0787  HISTORY     - 1939     GOOD             NGS
 EJ0787
 EJ0787                          STATION DESCRIPTION
 EJ0787
 EJ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0787'7.1 MI W FROM LONSDALE.
 EJ0787'7.1 MILES WEST OF, ALONG M.P.R.R.FROM STATION.  TABLET SET
 EJ0787'HORIZONTALLY ON EAST END OF NORTH HEADWALL TO RAILROAD CONCRETE
 EJ0787'UNDERPASS WITH FARM ROAD AND CREEK RUNNING UNDER IT.  ABOUT 500 FT.
 EJ0787'NORTHEAST OF SIGNAL TOWER MARKED NO. 3899.  ABOUT 300 FT. SOUTHWEST OF
 EJ0787'TELEPHONE POLE MARKED 3189+20.  13.7 FT. NORTHWEST OF CENTERLINE OF
 EJ0787'MISSOURI PACIFIC R.R.  1.1 FT. WEST OF EAST END OF HEADWALL.  .9 FT.
 EJ0787'SOUTH OF NORTH EDGE OF HEADWALL.
 EJ0787
 EJ0787                          STATION RECOVERY (1939)
 EJ0787
 EJ0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EJ0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1318 ***********************************************************************
 FF1318  DESIGNATION -  N 8
 FF1318  PID         -  FF1318
 FF1318  STATE/COUNTY-  AR/WHITE
 FF1318  USGS QUAD   -  JUDSONIA (1994)
 FF1318
 FF1318                         *CURRENT SURVEY CONTROL
 FF1318  ___________________________________________________________________
 FF1318* NAD 83(1986)-  35 15 57.     (N)    091 38 12.     (W)     SCALED    
 FF1318* NAVD 88     -        66.438  (meters)     217.97   (feet)  ADJUSTED  
 FF1318  ___________________________________________________________________
 FF1318  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1318  DYNAMIC HT  -          66.378 (meters)     217.78  (feet)  COMP
 FF1318  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FF1318
 FF1318  VERT ORDER  -  FIRST     CLASS II
 FF1318
 FF1318.The horizontal coordinates were scaled from a topographic map and have
 FF1318.an estimated accuracy of +/- 6 seconds.
 FF1318
 FF1318.The orthometric height was determined by differential leveling
 FF1318.and adjusted by the National Geodetic Survey in June 1991..
 FF1318
 FF1318.The geoid height was determined by GEOID03.
 FF1318
 FF1318.The dynamic height is computed by dividing the NAVD 88
 FF1318.geopotential number by the normal gravity value computed on the
 FF1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1318.degrees latitude (g = 980.6199 gals.).
 FF1318
 FF1318.The modeled gravity was interpolated from observed gravity values.
 FF1318
 FF1318;                    North         East    Units  Estimated Accuracy
 FF1318;SPC AR N     -   103,510.      433,060.      MT  (+/- 180 meters Scaled)
 FF1318
 FF1318                          SUPERSEDED SURVEY CONTROL
 FF1318
 FF1318  NGVD 29 (??/??/??)   66.393  (m)          217.82   (f) ADJUSTED    1 2
 FF1318
 FF1318.Superseded values are not recommended for survey control.
 FF1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1318.See file dsdata.txt to determine how the superseded data were derived.
 FF1318
 FF1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV240033(NAD 83)
 FF1318_MARKER: DB = BENCH MARK DISK
 FF1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1318_SP_SET: BRIDGE
 FF1318_STAMPING: 217.824 N 8 1931
 FF1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1318+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 FF1318
 FF1318  HISTORY     - Date     Condition        Report By
 FF1318  HISTORY     - 1931     MONUMENTED       CGS
 FF1318  HISTORY     - 1934     GOOD             CGS
 FF1318  HISTORY     - 1990     GOOD             USPSQD
 FF1318  HISTORY     - 20030731 GOOD             USACE
 FF1318
 FF1318                          STATION DESCRIPTION
 FF1318
 FF1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1318'0.5 MI S FROM JUDSONIA.
 FF1318'ABOUT 1/2 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1318'JUDSONIA, WHITE COUNTY, AT BRIDGE 368 OVER LITTLE RED RIVER,
 FF1318'AND IN THE EAST END OF THE SOUTH CONCRETE ABUTMENT.  A STANDARD
 FF1318'DISK, STAMPED 217.824 N 8 1931.
 FF1318
 FF1318                          STATION RECOVERY (1934)
 FF1318
 FF1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1318'RECOVERED IN GOOD CONDITION.
 FF1318
 FF1318                          STATION RECOVERY (1990)
 FF1318
 FF1318'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1318'RECOVERED IN GOOD CONDITION.
 FF1318
 FF1318                          STATION RECOVERY (2003)
 FF1318
 FF1318'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0218 ***********************************************************************
 GE0218  DESIGNATION -  N 8 8
 GE0218  PID         -  GE0218
 GE0218  STATE/COUNTY-  AR/GREENE
 GE0218  USGS QUAD   -  LAFE (1993)
 GE0218
 GE0218                         *CURRENT SURVEY CONTROL
 GE0218  ___________________________________________________________________
 GE0218* NAD 83(1986)-  36 14 42.     (N)    090 33 13.     (W)     SCALED    
 GE0218* NAVD 88     -        86.459  (meters)     283.66   (feet)  ADJUSTED  
 GE0218  ___________________________________________________________________
 GE0218  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GE0218  DYNAMIC HT  -          86.388 (meters)     283.42  (feet)  COMP
 GE0218  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 GE0218
 GE0218  VERT ORDER  -  FIRST     CLASS II
 GE0218
 GE0218.The horizontal coordinates were scaled from a topographic map and have
 GE0218.an estimated accuracy of +/- 6 seconds.
 GE0218
 GE0218.The orthometric height was determined by differential leveling
 GE0218.and adjusted by the National Geodetic Survey in June 1991..
 GE0218
 GE0218.The geoid height was determined by GEOID03.
 GE0218
 GE0218.The dynamic height is computed by dividing the NAVD 88
 GE0218.geopotential number by the normal gravity value computed on the
 GE0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0218.degrees latitude (g = 980.6199 gals.).
 GE0218
 GE0218.The modeled gravity was interpolated from observed gravity values.
 GE0218
 GE0218;                    North         East    Units  Estimated Accuracy
 GE0218;SPC AR N     -   213,050.      530,000.      MT  (+/- 180 meters Scaled)
 GE0218
 GE0218                          SUPERSEDED SURVEY CONTROL
 GE0218
 GE0218  NGVD 29 (??/??/92)   86.451  (m)          283.63   (f) ADJ UNCH    1 2
 GE0218
 GE0218.Superseded values are not recommended for survey control.
 GE0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0218.See file dsdata.txt to determine how the superseded data were derived.
 GE0218
 GE0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA198138(NAD 83)
 GE0218_MARKER: DD = SURVEY DISK
 GE0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0218_STAMPING: N-8-8
 GE0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0218+STABILITY: SURFACE MOTION
 GE0218
 GE0218  HISTORY     - Date     Condition        Report By
 GE0218  HISTORY     - UNK      MONUMENTED       DOD
 GE0218  HISTORY     - 1956     GOOD             NGS
 GE0218  HISTORY     - 20020916 MARK NOT FOUND   USACE
 GE0218
 GE0218                          STATION DESCRIPTION
 GE0218
 GE0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0218'6 MI SE FROM KNOBEL.
 GE0218'5.95 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0218'STATION AT KNOBEL, ABOUT 0.2 MILE NORTHWEST OF ROAD CROSSING OF
 GE0218'STONEWALL, 43 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 261 FEET WEST
 GE0218'AND ACROSS TRACK FROM CENTER OF JUNCTION OF A ROAD LEADING
 GE0218'SOUTHEAST ALONG TRACK AND ROADS LEADING NORTH AND EAST, 152 FEET
 GE0218'SOUTHWEST AND ACROSS TRACK FROM THE SOUTHWEST CORNER OF A HOUSE
 GE0218'WITH IMITATION TAN BRICK SIDING, 92 FEET WEST-SOUTHWEST AND
 GE0218'ACROSS TRACK FROM TELEPHONE POLE NO. 204/18, 107 FEET NORTHWEST
 GE0218'OF A FENCE CORNER, 37 FEET SOUTHEAST OF A FENCE CORNER, 4 FEET
 GE0218'NORTHEAST OF A FENCE LINE, ABOUT 4 FEET BELOW LEVEL OF TRACK AND
 GE0218'IS A U.S.E. DISK IN TOP OF A CONCRETE POST PROJECTING 1 1/2
 GE0218'INCHES.
 GE0218
 GE0218                          STATION RECOVERY (2002)
 GE0218
 GE0218'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0554 ***********************************************************************
 EJ0554  DESIGNATION -  N 80
 EJ0554  PID         -  EJ0554
 EJ0554  STATE/COUNTY-  AR/JEFFERSON
 EJ0554  USGS QUAD   -  HARDIN (1984)
 EJ0554
 EJ0554                         *CURRENT SURVEY CONTROL
 EJ0554  ___________________________________________________________________
 EJ0554* NAD 83(1986)-  34 16 04.     (N)    092 10 52.     (W)     SCALED    
 EJ0554* NAVD 88     -       103.811  (meters)     340.59   (feet)  ADJUSTED  
 EJ0554  ___________________________________________________________________
 EJ0554  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ0554  DYNAMIC HT  -         103.710 (meters)     340.26  (feet)  COMP
 EJ0554  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 EJ0554
 EJ0554  VERT ORDER  -  SECOND    CLASS 0
 EJ0554
 EJ0554.The horizontal coordinates were scaled from a topographic map and have
 EJ0554.an estimated accuracy of +/- 6 seconds.
 EJ0554
 EJ0554.The orthometric height was determined by differential leveling
 EJ0554.and adjusted by the National Geodetic Survey in June 1991..
 EJ0554
 EJ0554.The geoid height was determined by GEOID03.
 EJ0554
 EJ0554.The dynamic height is computed by dividing the NAVD 88
 EJ0554.geopotential number by the normal gravity value computed on the
 EJ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0554.degrees latitude (g = 980.6199 gals.).
 EJ0554
 EJ0554.The modeled gravity was interpolated from observed gravity values.
 EJ0554
 EJ0554;                    North         East    Units  Estimated Accuracy
 EJ0554;SPC AR S     -   577,600.      383,320.      MT  (+/- 180 meters Scaled)
 EJ0554
 EJ0554                          SUPERSEDED SURVEY CONTROL
 EJ0554
 EJ0554  NGVD 29 (??/??/92)  103.874  (m)          340.79   (f) ADJ UNCH    2 0
 EJ0554
 EJ0554.Superseded values are not recommended for survey control.
 EJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0554.See file dsdata.txt to determine how the superseded data were derived.
 EJ0554
 EJ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT753921(NAD 83)
 EJ0554_MARKER: DB = BENCH MARK DISK
 EJ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0554_STAMPING: N 80 1935
 EJ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0554+STABILITY: SURFACE MOTION
 EJ0554
 EJ0554  HISTORY     - Date     Condition        Report By
 EJ0554  HISTORY     - 1935     MONUMENTED       CGS
 EJ0554  HISTORY     - 1937     GOOD             ARGS
 EJ0554  HISTORY     - 1977     GOOD             LOCENG
 EJ0554
 EJ0554                          STATION DESCRIPTION
 EJ0554
 EJ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0554'13 MI SE FROM SHERIDAN.
 EJ0554'13 MILES SOUTHEAST OF, ALONG M.P.R.R. FROM STATION.  POST SET AT BRUCE
 EJ0554'SIDING.  ABOUT 135 FEET NORTHEAST OF BRUCE MARKER.  ABOUT 120 FEET
 EJ0554'SOUTH OF SOUTH SIDE OF S. CLIFFTS RESIDENCE.  ABOUT 106 FT. EAST OF
 EJ0554'M.P. 403.  58.5 FT. NORTHEAST OF CENTERLINE OF RY. CROSSING.  47.6 FT.
 EJ0554'NORTH OF CENTERLINE OF MO.PAC.R.R.  23.6 FT. EAST OF SOUTHWEST FENCE
 EJ0554'CORNER.  1.6 FT. SOUTH OF FENCE PARALLELING RAILROAD.  TABLET SET IN
 EJ0554'PRECAST CONCRETE POST.
 EJ0554
 EJ0554                          STATION RECOVERY (1937)
 EJ0554
 EJ0554'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1937
 EJ0554'RECOVERED IN GOOD CONDITION.
 EJ0554
 EJ0554                          STATION RECOVERY (1977)
 EJ0554
 EJ0554'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 EJ0554'THE TOWN BRUCE IS NO LONGER SETTLED. THE UNION SAWMILL STORE, THE
 EJ0554'POLE, AND THE R AND R NO LONGER EXIST. THE MARK IS IN THE N.E. COR OF
 EJ0554'A GRAVEL RD. CROSSING, 55 FT. EAST OF THE NO-SO. RD, 24 FT. EAST OF
 EJ0554'THE S.W. COR OF A FC. AND 2 FT. SO OF A R AND R R/W FC. MARK IS 2 FT.
 EJ0554'S.W. OF A WITNESS POST 8 IN. BELOW NATURAL GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0683 ***********************************************************************
 EJ0683  DESIGNATION -  N 81
 EJ0683  PID         -  EJ0683
 EJ0683  STATE/COUNTY-  AR/DALLAS
 EJ0683  USGS QUAD   -  CARTHAGE (1984)
 EJ0683
 EJ0683                         *CURRENT SURVEY CONTROL
 EJ0683  ___________________________________________________________________
 EJ0683* NAD 83(1986)-  34 02 04.     (N)    092 31 18.     (W)     SCALED    
 EJ0683* NAVD 88     -        75.454  (meters)     247.55   (feet)  ADJUSTED  
 EJ0683  ___________________________________________________________________
 EJ0683  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EJ0683  DYNAMIC HT  -          75.379 (meters)     247.31  (feet)  COMP
 EJ0683  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 EJ0683
 EJ0683  VERT ORDER  -  SECOND    CLASS 0
 EJ0683
 EJ0683.The horizontal coordinates were scaled from a topographic map and have
 EJ0683.an estimated accuracy of +/- 6 seconds.
 EJ0683
 EJ0683.The orthometric height was determined by differential leveling
 EJ0683.and adjusted by the National Geodetic Survey in June 1991..
 EJ0683
 EJ0683.The geoid height was determined by GEOID03.
 EJ0683
 EJ0683.The dynamic height is computed by dividing the NAVD 88
 EJ0683.geopotential number by the normal gravity value computed on the
 EJ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0683.degrees latitude (g = 980.6199 gals.).
 EJ0683
 EJ0683.The modeled gravity was interpolated from observed gravity values.
 EJ0683
 EJ0683;                    North         East    Units  Estimated Accuracy
 EJ0683;SPC AR S     -   551,830.      351,830.      MT  (+/- 180 meters Scaled)
 EJ0683
 EJ0683                          SUPERSEDED SURVEY CONTROL
 EJ0683
 EJ0683  NGVD 29 (??/??/92)   75.492  (m)          247.68   (f) ADJ UNCH    2 0
 EJ0683
 EJ0683.Superseded values are not recommended for survey control.
 EJ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0683.See file dsdata.txt to determine how the superseded data were derived.
 EJ0683
 EJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT441660(NAD 83)
 EJ0683_MARKER: DB = BENCH MARK DISK
 EJ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0683_STAMPING: N-81 1935
 EJ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0683+STABILITY: SURFACE MOTION
 EJ0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0683+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 EJ0683
 EJ0683  HISTORY     - Date     Condition        Report By
 EJ0683  HISTORY     - 1935     MONUMENTED       CGS
 EJ0683  HISTORY     - 20051220 GOOD             ARHD
 EJ0683
 EJ0683                          STATION DESCRIPTION
 EJ0683
 EJ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0683'3.4 MI S FROM CARTHAGE.
 EJ0683'3.4 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 200
 EJ0683'FEET SOUTHEAST OF TELEPHONE POLE MARKED 33+15.  ABOUT 140 FEET
 EJ0683'SOUTHEAST OF SOUTHEAST CORNER OF RAILROAD BRIDGE NO. 335.  72.5 FEET
 EJ0683'SOUTHEAST OF CENTERLINE OF R.R. CROSSING.  47.7 FEET EAST OF
 EJ0683'CENTERLINE OF CHICAGO, R.I. AND PAC. R.R.  40.8 FEET WEST OF
 EJ0683'CENTERLINE OF COUNTY ROAD.  25.6 FEET SOUTH OF NORTHEAST CORNER OF
 EJ0683'FENCE AND EAST END OF IRON GATE.  1.8 FT. WEST OF FENCE PARALLELING
 EJ0683'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0683
 EJ0683                          STATION RECOVERY (2005)
 EJ0683
 EJ0683'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 EJ0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1325 ***********************************************************************
 EH1325  DESIGNATION -  N 82
 EH1325  PID         -  EH1325
 EH1325  STATE/COUNTY-  AR/ARKANSAS
 EH1325  USGS QUAD   -  TICHNOR (1972)
 EH1325
 EH1325                         *CURRENT SURVEY CONTROL
 EH1325  ___________________________________________________________________
 EH1325* NAD 83(1986)-  34 11 34.     (N)    091 21 37.     (W)     SCALED    
 EH1325* NAVD 88     -        56.436  (meters)     185.16   (feet)  ADJUSTED  
 EH1325  ___________________________________________________________________
 EH1325  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EH1325  DYNAMIC HT  -          56.381 (meters)     184.98  (feet)  COMP
 EH1325  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 EH1325
 EH1325  VERT ORDER  -  FIRST     CLASS II
 EH1325
 EH1325.The horizontal coordinates were scaled from a topographic map and have
 EH1325.an estimated accuracy of +/- 6 seconds.
 EH1325
 EH1325.The orthometric height was determined by differential leveling
 EH1325.and adjusted by the National Geodetic Survey in August 1993..
 EH1325
 EH1325.The geoid height was determined by GEOID03.
 EH1325
 EH1325.The dynamic height is computed by dividing the NAVD 88
 EH1325.geopotential number by the normal gravity value computed on the
 EH1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1325.degrees latitude (g = 980.6199 gals.).
 EH1325
 EH1325.The modeled gravity was interpolated from observed gravity values.
 EH1325
 EH1325;                    North         East    Units  Estimated Accuracy
 EH1325;SPC AR S     -   569,450.      458,960.      MT  (+/- 180 meters Scaled)
 EH1325
 EH1325                          SUPERSEDED SURVEY CONTROL
 EH1325
 EH1325  NAVD 88 (06/15/91)   56.407  (m)          185.06   (f) UNKNOWN     1 2
 EH1325  NGVD 29 (??/??/??)   56.475  (m)          185.29   (f) ADJUSTED    1 2
 EH1325
 EH1325.Superseded values are not recommended for survey control.
 EH1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1325.See file dsdata.txt to determine how the superseded data were derived.
 EH1325
 EH1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT510847(NAD 83)
 EH1325_MARKER: DB = BENCH MARK DISK
 EH1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1325_STAMPING: N 82 1935
 EH1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1325+STABILITY: SURFACE MOTION
 EH1325
 EH1325  HISTORY     - Date     Condition        Report By
 EH1325  HISTORY     - 1935     MONUMENTED       CGS
 EH1325  HISTORY     - 1955     GOOD             CGS
 EH1325  HISTORY     - 1976     GOOD             NGS
 EH1325  HISTORY     - 20030416 MARK NOT FOUND   USACE
 EH1325
 EH1325                          STATION DESCRIPTION
 EH1325
 EH1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1325'5.2 MI N FROM GILLETT.
 EH1325'5.2 MILES NORTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1325'STATION AT GILLETT, AT A ROAD CROSSING, 17 POLES SOUTH OF MILEPOST
 EH1325'262, 34 FEET WEST OF THE WEST RAIL, 30 FEET SOUTH OF THE CENTER LINE
 EH1325'OF AN EAST AND WEST ROAD, 21 FEET EAST OF THE CENTER LINE OF A NORTH
 EH1325'AND SOUTH ROAD, 4 FEET EAST OF A TELEPHONE POLE, 1.5 FEET NORTH OF A
 EH1325'WITNESS POST, 1.0 MILE SOUTH OF BENCH MARK A 117, SET IN THE TOP OF A
 EH1325'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH1325
 EH1325                          STATION RECOVERY (1976)
 EH1325
 EH1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1325'RECOVERED IN GOOD CONDITION.
 EH1325
 EH1325                          STATION RECOVERY (2003)
 EH1325
 EH1325'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0633 ***********************************************************************
 EJ0633  DESIGNATION -  N 84
 EJ0633  PID         -  EJ0633
 EJ0633  STATE/COUNTY-  AR/GRANT
 EJ0633  USGS QUAD   -  CANE CREEK (1984)
 EJ0633
 EJ0633                         *CURRENT SURVEY CONTROL
 EJ0633  ___________________________________________________________________
 EJ0633* NAD 83(1986)-  34 27 02.     (N)    092 21 09.     (W)     SCALED    
 EJ0633* NAVD 88     -        93.783  (meters)     307.69   (feet)  ADJUSTED  
 EJ0633  ___________________________________________________________________
 EJ0633  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EJ0633  DYNAMIC HT  -          93.695 (meters)     307.40  (feet)  COMP
 EJ0633  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 EJ0633
 EJ0633  VERT ORDER  -  SECOND    CLASS 0
 EJ0633
 EJ0633.The horizontal coordinates were scaled from a topographic map and have
 EJ0633.an estimated accuracy of +/- 6 seconds.
 EJ0633
 EJ0633.The orthometric height was determined by differential leveling
 EJ0633.and adjusted by the National Geodetic Survey in June 1991..
 EJ0633
 EJ0633.The geoid height was determined by GEOID03.
 EJ0633
 EJ0633.The dynamic height is computed by dividing the NAVD 88
 EJ0633.geopotential number by the normal gravity value computed on the
 EJ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0633.degrees latitude (g = 980.6199 gals.).
 EJ0633
 EJ0633.The modeled gravity was interpolated from observed gravity values.
 EJ0633
 EJ0633;                    North         East    Units  Estimated Accuracy
 EJ0633;SPC AR S     -   597,910.      367,610.      MT  (+/- 180 meters Scaled)
 EJ0633
 EJ0633                          SUPERSEDED SURVEY CONTROL
 EJ0633
 EJ0633  NGVD 29 (??/??/92)   93.834  (m)          307.85   (f) ADJ UNCH    2 0
 EJ0633
 EJ0633.Superseded values are not recommended for survey control.
 EJ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0633.See file dsdata.txt to determine how the superseded data were derived.
 EJ0633
 EJ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU594123(NAD 83)
 EJ0633_MARKER: DB = BENCH MARK DISK
 EJ0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0633_STAMPING: N 84 1935
 EJ0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0633+STABILITY: SURFACE MOTION
 EJ0633
 EJ0633  HISTORY     - Date     Condition        Report By
 EJ0633  HISTORY     - 1935     MONUMENTED       CGS
 EJ0633  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ0633
 EJ0633                          STATION DESCRIPTION
 EJ0633
 EJ0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0633'10.7 MI N FROM SHERIDAN.
 EJ0633'10.7 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE COUNTY COURTHOUSE AT
 EJ0633'SHERIDAN, GRANT COUNTY, AT ICO, AT THE TOP OF A HILL, ON THE OUTSIDE
 EJ0633'OF A CURVE, 55 FEET EAST OF THE CENTER OF THE JUNCTION OF A GRAVEL
 EJ0633'ROAD LEADING TO REDFIELD, 24 FEET SOUTHEAST OF THE CENTERLINE OF THE
 EJ0633'ROAD, 33.5 FEET SOUTHWEST OF A 2.5 FOOT SWEET GUM TREE, AND 16 FEET
 EJ0633'SOUTHWEST OF A FENCE INTERSECTION.  A STANDARD DISK, STAMPED N 84 1935
 EJ0633'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0904 ***********************************************************************
 FG0904  DESIGNATION -  N 85
 FG0904  PID         -  FG0904
 FG0904  STATE/COUNTY-  AR/POPE
 FG0904  USGS QUAD   -  HAGARVILLE (1980)
 FG0904
 FG0904                         *CURRENT SURVEY CONTROL
 FG0904  ___________________________________________________________________
 FG0904* NAD 83(1986)-  35 30 40.     (N)    093 22 01.     (W)     SCALED    
 FG0904* NAVD 88     -       144.755  (meters)     474.92   (feet)  ADJUSTED  
 FG0904  ___________________________________________________________________
 FG0904  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FG0904  DYNAMIC HT  -         144.619 (meters)     474.47  (feet)  COMP
 FG0904  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 FG0904
 FG0904  VERT ORDER  -  SECOND    CLASS 0
 FG0904
 FG0904.The horizontal coordinates were scaled from a topographic map and have
 FG0904.an estimated accuracy of +/- 6 seconds.
 FG0904
 FG0904.The orthometric height was determined by differential leveling
 FG0904.and adjusted by the National Geodetic Survey in June 1991..
 FG0904
 FG0904.The geoid height was determined by GEOID03.
 FG0904
 FG0904.The dynamic height is computed by dividing the NAVD 88
 FG0904.geopotential number by the normal gravity value computed on the
 FG0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0904.degrees latitude (g = 980.6199 gals.).
 FG0904
 FG0904.The modeled gravity was interpolated from observed gravity values.
 FG0904
 FG0904;                    North         East    Units  Estimated Accuracy
 FG0904;SPC AR N     -   131,530.      276,010.      MT  (+/- 180 meters Scaled)
 FG0904
 FG0904                          SUPERSEDED SURVEY CONTROL
 FG0904
 FG0904  NGVD 29 (??/??/92)  144.729  (m)          474.83   (f) ADJ UNCH    2 0
 FG0904
 FG0904.Superseded values are not recommended for survey control.
 FG0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0904.See file dsdata.txt to determine how the superseded data were derived.
 FG0904
 FG0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV667297(NAD 83)
 FG0904_MARKER: DB = BENCH MARK DISK
 FG0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0904_STAMPING: N 85 1935
 FG0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0904+STABILITY: SURFACE MOTION
 FG0904
 FG0904  HISTORY     - Date     Condition        Report By
 FG0904  HISTORY     - 1935     MONUMENTED       CGS
 FG0904  HISTORY     - 1958     GOOD             NGS
 FG0904
 FG0904                          STATION DESCRIPTION
 FG0904
 FG0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FG0904'2.8 MI W FROM HAGARVILLE.
 FG0904'LOCATED 2.8 MILES WEST ALONG THE LUDWIG-HAGARVILLE HIGHWAY FROM
 FG0904'HAGARVILLE IN THE NORTHWEST ANGLE OF THE CROSSROAD AT MINNOW CREEK. IT
 FG0904'IS NORTH OF AND ACROSS THE ROAD FROM THE MINNOW CREEK CEMETERY AND
 FG0904'DIAGONALLY ACROSS THE CROSSROAD FROM A SMALL STORE.  IT IS ABOUT 500
 FG0904'FEET SOUTH OF A STONE HOUSE ON A HILL, 56 FEET NORTH OF THE CENTER OF
 FG0904'THE EAST-WEST ROAD, 30 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 FG0904'ROAD, 45 FEET SOUTH OF A POWER POLE IN A FENCE CORNER WHERE THE POWER
 FG0904'LINE MAKES A TURN FROM NORTH TO WEST, 87 FEET NORTH-NORTHWEST OF THE
 FG0904'CENTER OF THE CROSSROAD.  IT IS IN A HOG LOT SOUTHWEST AND ACROSS THE
 FG0904'ROAD FROM A LARGE BARN ON THE EAST SIDE OF THE ROAD.  IT IS A STANDARD
 FG0904'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 6
 FG0904'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0177 ***********************************************************************
 FF0177  DESIGNATION -  N 86
 FF0177  PID         -  FF0177
 FF0177  STATE/COUNTY-  AR/CRITTENDEN
 FF0177  USGS QUAD   -  CRAWFORDSVILLE (1993)
 FF0177
 FF0177                         *CURRENT SURVEY CONTROL
 FF0177  ___________________________________________________________________
 FF0177* NAD 83(1986)-  35 12 42.     (N)    090 17 55.     (W)     SCALED    
 FF0177* NAVD 88     -        68.197  (meters)     223.74   (feet)  POSTED    
 FF0177  ___________________________________________________________________
 FF0177  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0177  DYNAMIC HT  -          68.140 (meters)     223.56  (feet)  COMP
 FF0177  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FF0177
 FF0177  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0177
 FF0177.The horizontal coordinates were scaled from a topographic map and have
 FF0177.an estimated accuracy of +/- 6 seconds.
 FF0177
 FF0177.The orthometric height was determined by differential leveling
 FF0177.and adjusted by the National Geodetic Survey in 1992..
 FF0177.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0177.rate of 1.1 thru 2.0 mm/km.
 FF0177
 FF0177.The geoid height was determined by GEOID03.
 FF0177
 FF0177.The dynamic height is computed by dividing the NAVD 88
 FF0177.geopotential number by the normal gravity value computed on the
 FF0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0177.degrees latitude (g = 980.6199 gals.).
 FF0177
 FF0177.The modeled gravity was interpolated from observed gravity values.
 FF0177
 FF0177;                    North         East    Units  Estimated Accuracy
 FF0177;SPC AR N     -    98,780.      554,900.      MT  (+/- 180 meters Scaled)
 FF0177
 FF0177                          SUPERSEDED SURVEY CONTROL
 FF0177
 FF0177  NGVD 29 (??/??/??)   68.201  (m)          223.76   (f) ADJUSTED    2 0
 FF0177
 FF0177.Superseded values are not recommended for survey control.
 FF0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0177.See file dsdata.txt to determine how the superseded data were derived.
 FF0177
 FF0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU459998(NAD 83)
 FF0177_MARKER: DB = BENCH MARK DISK
 FF0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0177_STAMPING: N 86 1935
 FF0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0177+STABILITY: SURFACE MOTION
 FF0177
 FF0177  HISTORY     - Date     Condition        Report By
 FF0177  HISTORY     - 1935     MONUMENTED       CGS
 FF0177  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0177  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0177
 FF0177                          STATION DESCRIPTION
 FF0177
 FF0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0177'AT VINCENT.
 FF0177'190 FEET EAST OF THE MISSOURI PACIFIC RAILROAD STATION, 59.5 FEET
 FF0177'SOUTH OF THE SEVENTH POLE EAST OF MILEPOST 363, 25.7 FEET
 FF0177'SOUTHWEST OF THE MAIL CRANE, 24.4 FEET SOUTH OF THE CENTERLINE
 FF0177'OF THE TRACK, 5.5 FEET NORTHWEST OF A POWER-TRANSMISSION LINE
 FF0177'POLE, AND 2.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 FF0177'DISK, STAMPED N 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0177
 FF0177                          STATION RECOVERY (1976)
 FF0177
 FF0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0177'MARK NOT FOUND.
 FF0177
 FF0177                          STATION RECOVERY (1976)
 FF0177
 FF0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1278 ***********************************************************************
 EH1278  DESIGNATION -  N 87
 EH1278  PID         -  EH1278
 EH1278  STATE/COUNTY-  AR/PRAIRIE
 EH1278  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1278
 EH1278                         *CURRENT SURVEY CONTROL
 EH1278  ___________________________________________________________________
 EH1278* NAD 83(1986)-  34 49 28.     (N)    091 29 52.     (W)     SCALED    
 EH1278* NAVD 88     -        60.476  (meters)     198.41   (feet)  ADJUSTED  
 EH1278  ___________________________________________________________________
 EH1278  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1278  DYNAMIC HT  -          60.420 (meters)     198.23  (feet)  COMP
 EH1278  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 EH1278
 EH1278  VERT ORDER  -  SECOND    CLASS 0
 EH1278
 EH1278.The horizontal coordinates were scaled from a topographic map and have
 EH1278.an estimated accuracy of +/- 6 seconds.
 EH1278
 EH1278.The orthometric height was determined by differential leveling
 EH1278.and adjusted by the National Geodetic Survey in June 1991..
 EH1278
 EH1278.The geoid height was determined by GEOID03.
 EH1278
 EH1278.The dynamic height is computed by dividing the NAVD 88
 EH1278.geopotential number by the normal gravity value computed on the
 EH1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1278.degrees latitude (g = 980.6199 gals.).
 EH1278
 EH1278.The modeled gravity was interpolated from observed gravity values.
 EH1278
 EH1278;                    North         East    Units  Estimated Accuracy
 EH1278;SPC AR S     -   639,450.      445,950.      MT  (+/- 180 meters Scaled)
 EH1278
 EH1278                          SUPERSEDED SURVEY CONTROL
 EH1278
 EH1278  NGVD 29 (??/??/??)   60.491  (m)          198.46   (f) ADJUSTED    2 0
 EH1278
 EH1278.Superseded values are not recommended for survey control.
 EH1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1278.See file dsdata.txt to determine how the superseded data were derived.
 EH1278
 EH1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU373546(NAD 83)
 EH1278_MARKER: DB = BENCH MARK DISK
 EH1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1278_STAMPING: N-87 1935
 EH1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1278+STABILITY: SURFACE MOTION
 EH1278
 EH1278  HISTORY     - Date     Condition        Report By
 EH1278  HISTORY     - 1935     MONUMENTED       CGS
 EH1278  HISTORY     - 20030428 MARK NOT FOUND   USACE
 EH1278
 EH1278                          STATION DESCRIPTION
 EH1278
 EH1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1278'3.1 MI N FROM MESA JUNCTION.
 EH1278'ABOUT 150 FEET NORTH OF GRADE CROSSING.  33.5 FEET SOUTH OF POLE 3-0.
 EH1278'23.3 FEET EAST OF RAILROAD CENTERLINE.  26.3 FEET WEST OF R/W FENCE.
 EH1278'135 FEET SOUTH OF EAST END OF A WOODEN BOX-CULVERT.  TABLET SET IN
 EH1278'PRECAST CONCRETE POST.
 EH1278
 EH1278                          STATION RECOVERY (2003)
 EH1278
 EH1278'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0276 ***********************************************************************
 EK0276  DESIGNATION -  N 88
 EK0276  PID         -  EK0276
 EK0276  STATE/COUNTY-  AR/SEVIER
 EK0276  USGS QUAD   -  GILLHAM DAM (1964)
 EK0276
 EK0276                         *CURRENT SURVEY CONTROL
 EK0276  ___________________________________________________________________
 EK0276* NAD 83(1986)-  34 10 57.     (N)    094 12 31.     (W)     SCALED    
 EK0276* NAVD 88     -       188.523  (meters)     618.51   (feet)  ADJUSTED  
 EK0276  ___________________________________________________________________
 EK0276  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EK0276  DYNAMIC HT  -         188.331 (meters)     617.88  (feet)  COMP
 EK0276  MODELED GRAV-     979,611.8   (mgal)                       NAVD 88
 EK0276
 EK0276  VERT ORDER  -  SECOND    CLASS 0
 EK0276
 EK0276.The horizontal coordinates were scaled from a topographic map and have
 EK0276.an estimated accuracy of +/- 6 seconds.
 EK0276
 EK0276.The orthometric height was determined by differential leveling
 EK0276.and adjusted by the National Geodetic Survey in June 1991..
 EK0276
 EK0276.The geoid height was determined by GEOID03.
 EK0276
 EK0276.The dynamic height is computed by dividing the NAVD 88
 EK0276.geopotential number by the normal gravity value computed on the
 EK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0276.degrees latitude (g = 980.6199 gals.).
 EK0276
 EK0276.The modeled gravity was interpolated from observed gravity values.
 EK0276
 EK0276;                    North         East    Units  Estimated Accuracy
 EK0276;SPC AR S     -   570,320.      196,430.      MT  (+/- 180 meters Scaled)
 EK0276
 EK0276                          SUPERSEDED SURVEY CONTROL
 EK0276
 EK0276  NGVD 29 (??/??/92)  188.492  (m)          618.41   (f) ADJ UNCH    2 0
 EK0276
 EK0276.Superseded values are not recommended for survey control.
 EK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0276.See file dsdata.txt to determine how the superseded data were derived.
 EK0276
 EK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT886830(NAD 83)
 EK0276_MARKER: DB = BENCH MARK DISK
 EK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0276_STAMPING: N-88 1935
 EK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0276+STABILITY: SURFACE MOTION
 EK0276
 EK0276  HISTORY     - Date     Condition        Report By
 EK0276  HISTORY     - 1935     MONUMENTED       CGS
 EK0276  HISTORY     - 1962     GOOD             NGS
 EK0276
 EK0276                          STATION DESCRIPTION
 EK0276
 EK0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0276'8.4 MI SW FROM GALENA.
 EK0276'ABOUT 8.4 MILES SOUTHWEST OF, ALONG OLD ANTIMONY ROAD, FROM
 EK0276'OLD TOWN SITE OF GALENA.  ABOUT .2 MILE NORTHEAST OF A MINE DUMP
 EK0276'AT WEST SIDE OF ROAD, AT JUNCTION OF ROAD EAST TO A SAW MILL,
 EK0276'60 FEET SOUTH OF PIPE CULVERT IN THE ANTIMONY ROAD, 35 FEET
 EK0276'NORTHEAST OF INTERSECTION OF CENTERLINES OF THE ROADS, 21 FEET
 EK0276'SOUTHEAST OF JOHN L. FLANAGANS MAILBOX, 18.5 FEET EAST OF
 EK0276'ANTIMONY ROAD CENTERLINE, 6.5 FEET NORTH OF A BLAZED OAK TREE,
 EK0276'2 FEET IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0276
 EK0276                          STATION RECOVERY (1962)
 EK0276
 EK0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1111 ***********************************************************************
 FF1111  DESIGNATION -  N 9
 FF1111  PID         -  FF1111
 FF1111  STATE/COUNTY-  AR/LAWRENCE
 FF1111  USGS QUAD   -  ALICIA (1980)
 FF1111
 FF1111                         *CURRENT SURVEY CONTROL
 FF1111  ___________________________________________________________________
 FF1111* NAD 83(1986)-  35 53 40.     (N)    091 04 58.     (W)     SCALED    
 FF1111* NAVD 88     -        77.550  (meters)     254.43   (feet)  ADJUSTED  
 FF1111  ___________________________________________________________________
 FF1111  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FF1111  DYNAMIC HT  -          77.484 (meters)     254.21  (feet)  COMP
 FF1111  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 FF1111
 FF1111  VERT ORDER  -  FIRST     CLASS II
 FF1111
 FF1111.The horizontal coordinates were scaled from a topographic map and have
 FF1111.an estimated accuracy of +/- 6 seconds.
 FF1111
 FF1111.The orthometric height was determined by differential leveling
 FF1111.and adjusted by the National Geodetic Survey in June 1991..
 FF1111
 FF1111.The geoid height was determined by GEOID03.
 FF1111
 FF1111.The dynamic height is computed by dividing the NAVD 88
 FF1111.geopotential number by the normal gravity value computed on the
 FF1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1111.degrees latitude (g = 980.6199 gals.).
 FF1111
 FF1111.The modeled gravity was interpolated from observed gravity values.
 FF1111
 FF1111;                    North         East    Units  Estimated Accuracy
 FF1111;SPC AR N     -   173,580.      482,810.      MT  (+/- 180 meters Scaled)
 FF1111
 FF1111                          SUPERSEDED SURVEY CONTROL
 FF1111
 FF1111  NGVD 29 (??/??/??)   77.471  (m)          254.17   (f) ADJUSTED    1 2
 FF1111
 FF1111.Superseded values are not recommended for survey control.
 FF1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1111.See file dsdata.txt to determine how the superseded data were derived.
 FF1111
 FF1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV730739(NAD 83)
 FF1111_MARKER: DB = BENCH MARK DISK
 FF1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1111_STAMPING: 254.169 N 9 1931
 FF1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1111+STABILITY: SURFACE MOTION
 FF1111
 FF1111  HISTORY     - Date     Condition        Report By
 FF1111  HISTORY     - 1931     MONUMENTED       CGS
 FF1111  HISTORY     - 1934     GOOD             CGS
 FF1111  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF1111
 FF1111                          STATION DESCRIPTION
 FF1111
 FF1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1111'AT ALICIA.
 FF1111'AT ALICIA, LAWRENCE COUNTY, ABOUT 85 YARDS NORTH OF THE MISSOURI
 FF1111'PACIFIC RAILROAD STATION, 10 FEET NORTH OF THE SECOND POLE
 FF1111'NORTH OF THE STATION, 91 FEET SOUTH OF A ROAD CROSSING, 28 FEET
 FF1111'WEST OF THE CENTER LINE OF THE MAIN TRACK, AND IN LINE WITH A
 FF1111'ROW OF POLES.  A STANDARD DISK, STAMPED 254.169 N 9 1931 AND
 FF1111'SET IN THE TOP OF A CONCRETE POST.
 FF1111
 FF1111                          STATION RECOVERY (1934)
 FF1111
 FF1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1111'RECOVERED IN GOOD CONDITION.
 FF1111
 FF1111                          STATION RECOVERY (2002)
 FF1111
 FF1111'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0770 ***********************************************************************
 FF0770  DESIGNATION -  N 9 2
 FF0770  PID         -  FF0770
 FF0770  STATE/COUNTY-  AR/CRAIGHEAD
 FF0770  USGS QUAD   -  JONESBORO (1983)
 FF0770
 FF0770                         *CURRENT SURVEY CONTROL
 FF0770  ___________________________________________________________________
 FF0770* NAD 83(1986)-  35 48 59.     (N)    090 38 59.     (W)     SCALED    
 FF0770* NAVD 88     -        76.190  (meters)     249.97   (feet)  ADJUSTED  
 FF0770  ___________________________________________________________________
 FF0770  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF0770  DYNAMIC HT  -          76.125 (meters)     249.75  (feet)  COMP
 FF0770  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 FF0770
 FF0770  VERT ORDER  -  FIRST     CLASS II
 FF0770
 FF0770.The horizontal coordinates were scaled from a topographic map and have
 FF0770.an estimated accuracy of +/- 6 seconds.
 FF0770
 FF0770.The orthometric height was determined by differential leveling
 FF0770.and adjusted by the National Geodetic Survey in June 1991..
 FF0770.WARNING-Repeat measurements at this control monument indicate possible
 FF0770.vertical movement.
 FF0770
 FF0770.The geoid height was determined by GEOID03.
 FF0770
 FF0770.The dynamic height is computed by dividing the NAVD 88
 FF0770.geopotential number by the normal gravity value computed on the
 FF0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0770.degrees latitude (g = 980.6199 gals.).
 FF0770
 FF0770.The modeled gravity was interpolated from observed gravity values.
 FF0770
 FF0770;                    North         East    Units  Estimated Accuracy
 FF0770;SPC AR N     -   165,370.      522,020.      MT  (+/- 180 meters Scaled)
 FF0770
 FF0770                          SUPERSEDED SURVEY CONTROL
 FF0770
 FF0770  NGVD 29 (??/??/??)   76.103  (m)          249.68   (f) ADJUSTED    1 2
 FF0770
 FF0770.Superseded values are not recommended for survey control.
 FF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0770.See file dsdata.txt to determine how the superseded data were derived.
 FF0770
 FF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV123661(NAD 83)
 FF0770_MARKER: DD = SURVEY DISK
 FF0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0770_STAMPING: N 9 2
 FF0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0770+STABILITY: SURFACE MOTION
 FF0770
 FF0770  HISTORY     - Date     Condition        Report By
 FF0770  HISTORY     - UNK      MONUMENTED       DOD
 FF0770  HISTORY     - 1956     GOOD             CGS
 FF0770  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0770
 FF0770                          STATION DESCRIPTION
 FF0770
 FF0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0770'AT NETTLETON.
 FF0770'AT NETTLETON, ALONG THE MISSOURI PACIFIC RAILROAD, 14 1/2 FEET
 FF0770'EAST-SOUTHEAST OF NEAR RAIL OF TRACK, 33 FEET WEST-NORTHWEST OF
 FF0770'CENTER LINE OF ELM STREET, 32 FEET WEST OF A FIRE HYDRANT, 190
 FF0770'FEET SOUTHWEST AND ACROSS TRACK FROM THE SOUTH CORNER OF
 FF0770'RAILROAD STATION, 124 FEET SOUTH-SOUTHWEST OF BM A 76, 69 FEET
 FF0770'WEST-SOUTHWEST OF THE THIRD TELEPHONE POLE SOUTHWEST OF CROSSING
 FF0770'OF U.S. HIGHWAY 63, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN
 FF0770'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FF0770
 FF0770                          STATION RECOVERY (1978)
 FF0770
 FF0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0815 ***********************************************************************
 DK0815  DESIGNATION -  N 90
 DK0815  PID         -  DK0815
 DK0815  STATE/COUNTY-  AR/LINCOLN
 DK0815  USGS QUAD   -  GOULD (1964)
 DK0815
 DK0815                         *CURRENT SURVEY CONTROL
 DK0815  ___________________________________________________________________
 DK0815* NAD 83(1986)-  33 58 36.     (N)    091 34 16.     (W)     SCALED    
 DK0815* NAVD 88     -        50.409  (meters)     165.38   (feet)  ADJUSTED  
 DK0815  ___________________________________________________________________
 DK0815  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DK0815  DYNAMIC HT  -          50.359 (meters)     165.22  (feet)  COMP
 DK0815  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 DK0815
 DK0815  VERT ORDER  -  SECOND    CLASS 0
 DK0815
 DK0815.The horizontal coordinates were scaled from a topographic map and have
 DK0815.an estimated accuracy of +/- 6 seconds.
 DK0815
 DK0815.The orthometric height was determined by differential leveling
 DK0815.and adjusted by the National Geodetic Survey in June 1991..
 DK0815
 DK0815.The geoid height was determined by GEOID03.
 DK0815
 DK0815.The dynamic height is computed by dividing the NAVD 88
 DK0815.geopotential number by the normal gravity value computed on the
 DK0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0815.degrees latitude (g = 980.6199 gals.).
 DK0815
 DK0815.The modeled gravity was interpolated from observed gravity values.
 DK0815
 DK0815;                    North         East    Units  Estimated Accuracy
 DK0815;SPC AR S     -   545,380.      439,630.      MT  (+/- 180 meters Scaled)
 DK0815
 DK0815                          SUPERSEDED SURVEY CONTROL
 DK0815
 DK0815  NGVD 29 (??/??/??)   50.486  (m)          165.64   (f) ADJUSTED    2 0
 DK0815
 DK0815.Superseded values are not recommended for survey control.
 DK0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0815.See file dsdata.txt to determine how the superseded data were derived.
 DK0815
 DK0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT319604(NAD 83)
 DK0815_MARKER: DB = BENCH MARK DISK
 DK0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0815_STAMPING: N-90 1935
 DK0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0815+STABILITY: SURFACE MOTION
 DK0815
 DK0815  HISTORY     - Date     Condition        Report By
 DK0815  HISTORY     - 1935     MONUMENTED       CGS
 DK0815  HISTORY     - 1963     MARK NOT FOUND   USGS
 DK0815  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK0815
 DK0815                          STATION DESCRIPTION
 DK0815
 DK0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0815'0.9 MI W FROM GOULD.
 DK0815'.9 MILE WEST OF, ALONG ARKANSAS R.R., FROM STATION AT A POINT WHERE
 DK0815'ST.HWY. 114 BENDS NORTH FROM THE RAILROAD.  ABOUT 500 FEET SOUTHEAST
 DK0815'OF A NEGRO CABIN.  92 FEET SOUTH OF CENTER OF ST.HWY. 114.  20 FEET
 DK0815'SOUTH OF CENTER OF RAILROAD TRACKS.  TABLET SET IN PRECAST CONCRETE
 DK0815'POST.
 DK0815
 DK0815                          STATION RECOVERY (1963)
 DK0815
 DK0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DK0815'MARK NOT FOUND.
 DK0815
 DK0815                          STATION RECOVERY (1984)
 DK0815
 DK0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0047 ***********************************************************************
 DL0047  DESIGNATION -  N 91
 DL0047  PID         -  DL0047
 DL0047  STATE/COUNTY-  AR/CALHOUN
 DL0047  USGS QUAD   -  TINSMAN (1985)
 DL0047
 DL0047                         *CURRENT SURVEY CONTROL
 DL0047  ___________________________________________________________________
 DL0047* NAD 83(1986)-  33 43 20.     (N)    092 21 17.     (W)     SCALED    
 DL0047* NAVD 88     -        54.893  (meters)     180.09   (feet)  ADJUSTED  
 DL0047  ___________________________________________________________________
 DL0047  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DL0047  DYNAMIC HT  -          54.837 (meters)     179.91  (feet)  COMP
 DL0047  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 DL0047
 DL0047  VERT ORDER  -  SECOND    CLASS 0
 DL0047
 DL0047.The horizontal coordinates were scaled from a topographic map and have
 DL0047.an estimated accuracy of +/- 6 seconds.
 DL0047
 DL0047.The orthometric height was determined by differential leveling
 DL0047.and adjusted by the National Geodetic Survey in June 1991..
 DL0047
 DL0047.The geoid height was determined by GEOID03.
 DL0047
 DL0047.The dynamic height is computed by dividing the NAVD 88
 DL0047.geopotential number by the normal gravity value computed on the
 DL0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0047.degrees latitude (g = 980.6199 gals.).
 DL0047
 DL0047.The modeled gravity was interpolated from observed gravity values.
 DL0047
 DL0047;                    North         East    Units  Estimated Accuracy
 DL0047;SPC AR S     -   517,130.      367,130.      MT  (+/- 180 meters Scaled)
 DL0047
 DL0047                          SUPERSEDED SURVEY CONTROL
 DL0047
 DL0047  NGVD 29 (??/??/92)   54.951  (m)          180.29   (f) ADJ UNCH    2 0
 DL0047
 DL0047.Superseded values are not recommended for survey control.
 DL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0047.See file dsdata.txt to determine how the superseded data were derived.
 DL0047
 DL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT597315(NAD 83)
 DL0047_MARKER: DB = BENCH MARK DISK
 DL0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0047_STAMPING: N-91 1935
 DL0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0047+STABILITY: SURFACE MOTION
 DL0047
 DL0047  HISTORY     - Date     Condition        Report By
 DL0047  HISTORY     - 1935     MONUMENTED       CGS
 DL0047  HISTORY     - 1964     GOOD             NGS
 DL0047
 DL0047                          STATION DESCRIPTION
 DL0047
 DL0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0047'6.4 MI N FROM TINSMAN.
 DL0047'6.4 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT .1
 DL0047'MILE SOUTH OF RAILROAD TRESTLE.  ABOUT 105 FEET SOUTH OF M.P. NO. 58.
 DL0047'66.1 FT. NORTH OF TELEPHONE POLE 58-1.  50.8 FEET WEST OF CENTERLINE
 DL0047'OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  1 FT. EAST OF FENCE
 DL0047'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.  NOTE--
 DL0047'MARK IS 1 1/2 FT N OF A FOOT TRAIL LEADING WEST INTO THE WOODS.
 DL0047
 DL0047                          STATION RECOVERY (1964)
 DL0047
 DL0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1394 ***********************************************************************
 DK1394  DESIGNATION -  N 92
 DK1394  PID         -  DK1394
 DK1394  STATE/COUNTY-  AR/ASHLEY
 DK1394  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1394
 DK1394                         *CURRENT SURVEY CONTROL
 DK1394  ___________________________________________________________________
 DK1394* NAD 83(1986)-  33 09 03.     (N)    091 57 17.     (W)     SCALED    
 DK1394* NAVD 88     -        42.709  (meters)     140.12   (feet)  ADJUSTED  
 DK1394  ___________________________________________________________________
 DK1394  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DK1394  DYNAMIC HT  -          42.663 (meters)     139.97  (feet)  COMP
 DK1394  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 DK1394
 DK1394  VERT ORDER  -  SECOND    CLASS 0
 DK1394
 DK1394.The horizontal coordinates were scaled from a topographic map and have
 DK1394.an estimated accuracy of +/- 6 seconds.
 DK1394
 DK1394.The orthometric height was determined by differential leveling
 DK1394.and adjusted by the National Geodetic Survey in June 1991..
 DK1394
 DK1394.The geoid height was determined by GEOID03.
 DK1394
 DK1394.The dynamic height is computed by dividing the NAVD 88
 DK1394.geopotential number by the normal gravity value computed on the
 DK1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1394.degrees latitude (g = 980.6199 gals.).
 DK1394
 DK1394.The modeled gravity was interpolated from observed gravity values.
 DK1394
 DK1394;                    North         East    Units  Estimated Accuracy
 DK1394;SPC AR S     -   453,700.      404,220.      MT  (+/- 180 meters Scaled)
 DK1394
 DK1394                          SUPERSEDED SURVEY CONTROL
 DK1394
 DK1394  NGVD 29 (??/??/??)   42.782  (m)          140.36   (f) ADJUSTED    2 0
 DK1394
 DK1394.Superseded values are not recommended for survey control.
 DK1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1394.See file dsdata.txt to determine how the superseded data were derived.
 DK1394
 DK1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS974684(NAD 83)
 DK1394_MARKER: DB = BENCH MARK DISK
 DK1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1394_STAMPING: N 92 1935
 DK1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1394+STABILITY: SURFACE MOTION
 DK1394
 DK1394  HISTORY     - Date     Condition        Report By
 DK1394  HISTORY     - 1935     MONUMENTED       CGS
 DK1394  HISTORY     - 1945     GOOD             LOCENG
 DK1394  HISTORY     - 1973     MARK NOT FOUND   USGS
 DK1394
 DK1394                          STATION DESCRIPTION
 DK1394
 DK1394'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 DK1394'1.2 MI NW FROM CROSSETT.
 DK1394'1.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DK1394'RAILROAD FROM THE STATION AT CROSSETT, ASHLEY COUNTY, 50 YARDS SOUTH
 DK1394'OF THE CENTER OF THE INTERSECTION OF U. S. HIGHWAY 82, 87.5 FEET
 DK1394'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 83.9 FEET EAST OF POLE
 DK1394'41+13, 41.5 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 3.7 FEET
 DK1394'EAST OF A POLE.  A STANDARD DISK, STAMPED N 92 1935 AND SET IN THE TOP
 DK1394'OF A CONCRETE POST.  NOTE-- US HWY 82 HAS BEEN RELOCATED AND IT NO
 DK1394'LONGER CROSSES THE TRACKS THERE.
 DK1394
 DK1394                          STATION RECOVERY (1973)
 DK1394
 DK1394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DK1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1509 ***********************************************************************
 FG1509  DESIGNATION -  N 93
 FG1509  PID         -  FG1509
 FG1509  STATE/COUNTY-  AR/FRANKLIN
 FG1509  USGS QUAD   -  CRAVENS (1973)
 FG1509
 FG1509                         *CURRENT SURVEY CONTROL
 FG1509  ___________________________________________________________________
 FG1509* NAD 83(1986)-  35 33 09.     (N)    093 57 09.     (W)     SCALED    
 FG1509* NAVD 88     -       169.435  (meters)     555.89   (feet)  ADJUSTED  
 FG1509  ___________________________________________________________________
 FG1509  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FG1509  DYNAMIC HT  -         169.279 (meters)     555.38  (feet)  COMP
 FG1509  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FG1509
 FG1509  VERT ORDER  -  SECOND    CLASS 0
 FG1509
 FG1509.The horizontal coordinates were scaled from a topographic map and have
 FG1509.an estimated accuracy of +/- 6 seconds.
 FG1509
 FG1509.The orthometric height was determined by differential leveling
 FG1509.and adjusted by the National Geodetic Survey in June 1991..
 FG1509
 FG1509.The geoid height was determined by GEOID03.
 FG1509
 FG1509.The dynamic height is computed by dividing the NAVD 88
 FG1509.geopotential number by the normal gravity value computed on the
 FG1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1509.degrees latitude (g = 980.6199 gals.).
 FG1509
 FG1509.The modeled gravity was interpolated from observed gravity values.
 FG1509
 FG1509;                    North         East    Units  Estimated Accuracy
 FG1509;SPC AR N     -   137,010.      222,990.      MT  (+/- 180 meters Scaled)
 FG1509
 FG1509                          SUPERSEDED SURVEY CONTROL
 FG1509
 FG1509  NGVD 29 (??/??/92)  169.360  (m)          555.64   (f) ADJ UNCH    2 0
 FG1509
 FG1509.Superseded values are not recommended for survey control.
 FG1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1509.See file dsdata.txt to determine how the superseded data were derived.
 FG1509
 FG1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV136347(NAD 83)
 FG1509_MARKER: DB = BENCH MARK DISK
 FG1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1509_STAMPING: N 93 1935
 FG1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1509+STABILITY: SURFACE MOTION
 FG1509
 FG1509  HISTORY     - Date     Condition        Report By
 FG1509  HISTORY     - 1935     MONUMENTED       CGS
 FG1509  HISTORY     - 1968     GOOD             USGS
 FG1509
 FG1509                          STATION DESCRIPTION
 FG1509
 FG1509'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FG1509'8.2 MI NE FROM MULBERRY.
 FG1509'IN FRANKLIN COUNTY ABOUT 8.2 MILES NORTHEAST ALONG THE
 FG1509'MULBERRY-CRAVANS ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 FG1509'MULBERRY.  ABOUT 475 FEET SOUTH OF A ABANDONED FARMHOUSE, 244 FET.
 FG1509'WEST OF 6X10 CONCRETE BOX CULVERT, 13 FEET EAST OF CENTERLINE OF
 FG1509'DRIVE, 17 FEET SOUTHEAST OF SOUTH GATE OF TWO METAL GATES, 2 FEET EAST
 FG1509'OF SW FENCE CORNER UNDER FENCE, 0.5 FEET NORTH OF WITNESS SIGN, SET IN
 FG1509'TOP OF CONCRETE POST, (555.642) (N 93).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1418 ***********************************************************************
 FG1418  DESIGNATION -  N 94
 FG1418  PID         -  FG1418
 FG1418  STATE/COUNTY-  AR/JOHNSON
 FG1418  USGS QUAD   -  CLARKSVILLE (1993)
 FG1418
 FG1418                         *CURRENT SURVEY CONTROL
 FG1418  ___________________________________________________________________
 FG1418* NAD 83(1986)-  35 29 55.     (N)    093 29 43.     (W)     SCALED    
 FG1418* NAVD 88     -       144.542  (meters)     474.22   (feet)  ADJUSTED  
 FG1418  ___________________________________________________________________
 FG1418  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FG1418  DYNAMIC HT  -         144.409 (meters)     473.78  (feet)  COMP
 FG1418  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 FG1418
 FG1418  VERT ORDER  -  SECOND    CLASS 0
 FG1418
 FG1418.The horizontal coordinates were scaled from a topographic map and have
 FG1418.an estimated accuracy of +/- 6 seconds.
 FG1418
 FG1418.The orthometric height was determined by differential leveling
 FG1418.and adjusted by the National Geodetic Survey in June 1991..
 FG1418
 FG1418.The geoid height was determined by GEOID03.
 FG1418
 FG1418.The dynamic height is computed by dividing the NAVD 88
 FG1418.geopotential number by the normal gravity value computed on the
 FG1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1418.degrees latitude (g = 980.6199 gals.).
 FG1418
 FG1418.The modeled gravity was interpolated from observed gravity values.
 FG1418
 FG1418;                    North         East    Units  Estimated Accuracy
 FG1418;SPC AR N     -   130,310.      264,350.      MT  (+/- 180 meters Scaled)
 FG1418
 FG1418                          SUPERSEDED SURVEY CONTROL
 FG1418
 FG1418  NGVD 29 (??/??/92)  144.517  (m)          474.14   (f) ADJ UNCH    2 0
 FG1418
 FG1418.Superseded values are not recommended for survey control.
 FG1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1418.See file dsdata.txt to determine how the superseded data were derived.
 FG1418
 FG1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV550284(NAD 83)
 FG1418_MARKER: DB = BENCH MARK DISK
 FG1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1418_STAMPING: N 94 1935
 FG1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1418+STABILITY: SURFACE MOTION
 FG1418
 FG1418  HISTORY     - Date     Condition        Report By
 FG1418  HISTORY     - 1935     MONUMENTED       CGS
 FG1418  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1418  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1418
 FG1418                          STATION DESCRIPTION
 FG1418
 FG1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1418'2.9 MI NW FROM CLARKSVILLE.
 FG1418'2.9 MILES NORTHWEST ALONG STATE HIGHWAY 123 FROM THE COURTHOUSE AT
 FG1418'CLARKSVILLE, JOHNSON COUNTY, 0.1 MILE NORTHEAST OF THREE HOUSES ON THE
 FG1418'COUNTY FARM, 80 FEET NORTHEAST OF THE NORTH HEADWALL OF A CULVERT, 61
 FG1418'FEET SOUTH OF THE SOUTH BANK OF A SMALL CREEK, 55 FEET NORTH OF THE
 FG1418'CENTERLINE OF THE HIGHWAY, 26 FEET NORTHWEST OF A POLE, 13 FEET NORTH
 FG1418'OF A SOUTHWEST FENCE CORNER, AND 1 FOOT EAST OF A FENCE. A STANDARD
 FG1418'DISK, STAMPED N 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1418
 FG1418                          STATION RECOVERY (1984)
 FG1418
 FG1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1418'SEARCHED FOR AND NOT RECOVERED THIS DATE, PRESUMED KNOCKED OUT WHEN
 FG1418'THE ROAD WAS WIDENED, MARK LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1465 ***********************************************************************
 FG1465  DESIGNATION -  N 95
 FG1465  PID         -  FG1465
 FG1465  STATE/COUNTY-  AR/JOHNSON
 FG1465  USGS QUAD   -  OARK (1973)
 FG1465
 FG1465                         *CURRENT SURVEY CONTROL
 FG1465  ___________________________________________________________________
 FG1465* NAD 83(1986)-  35 44 55.     (N)    093 32 39.     (W)     SCALED    
 FG1465* NAVD 88     -       638.276  (meters)    2094.08   (feet)  ADJUSTED  
 FG1465  ___________________________________________________________________
 FG1465  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG1465  DYNAMIC HT  -         637.667 (meters)    2092.08  (feet)  COMP
 FG1465  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 FG1465
 FG1465  VERT ORDER  -  SECOND    CLASS 0
 FG1465
 FG1465.The horizontal coordinates were scaled from a topographic map and have
 FG1465.an estimated accuracy of +/- 6 seconds.
 FG1465
 FG1465.The orthometric height was determined by differential leveling
 FG1465.and adjusted by the National Geodetic Survey in June 1991..
 FG1465
 FG1465.The geoid height was determined by GEOID03.
 FG1465
 FG1465.The dynamic height is computed by dividing the NAVD 88
 FG1465.geopotential number by the normal gravity value computed on the
 FG1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1465.degrees latitude (g = 980.6199 gals.).
 FG1465
 FG1465.The modeled gravity was interpolated from observed gravity values.
 FG1465
 FG1465;                    North         East    Units  Estimated Accuracy
 FG1465;SPC AR N     -   158,110.      260,350.      MT  (+/- 180 meters Scaled)
 FG1465
 FG1465                          SUPERSEDED SURVEY CONTROL
 FG1465
 FG1465  NGVD 29 (??/??/92)  638.194  (m)         2093.81   (f) ADJ UNCH    2 0
 FG1465
 FG1465.Superseded values are not recommended for survey control.
 FG1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1465.See file dsdata.txt to determine how the superseded data were derived.
 FG1465
 FG1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV508562(NAD 83)
 FG1465_MARKER: DB = BENCH MARK DISK
 FG1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1465_STAMPING: N 95 1935
 FG1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1465+STABILITY: SURFACE MOTION
 FG1465
 FG1465  HISTORY     - Date     Condition        Report By
 FG1465  HISTORY     - 1935     MONUMENTED       CGS
 FG1465
 FG1465                          STATION DESCRIPTION
 FG1465
 FG1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1465'3.8 MI S FROM SPOKE PLANT.
 FG1465'IN JOHNSON COUNTY, 3.8 MILES SOUTH ALONG THE OARK-SPOKE PLANT ROAD
 FG1465'FROM THE SCHOOL AT SPOKE PLANT, MADISON COUNTY, 135 FEET SOUTH OF THE
 FG1465'E. VIRE FARMHOUSE, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 11 FEET
 FG1465'SOUTH OF A SOUTHEAST FENCE CORNER, AND 2 FEET WEST OF A FENCE. A
 FG1465'STANDARD DISK, STAMPED N 95 1935 AND SET IN THE TOP OF A CONCRETE
 FG1465'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0639 ***********************************************************************
 EJ0639  DESIGNATION -  N 96
 EJ0639  PID         -  EJ0639
 EJ0639  STATE/COUNTY-  AR/GRANT
 EJ0639  USGS QUAD   -  BELFAST (1984)
 EJ0639
 EJ0639                         *CURRENT SURVEY CONTROL
 EJ0639  ___________________________________________________________________
 EJ0639* NAD 83(1986)-  34 27 01.     (N)    092 25 50.     (W)     SCALED    
 EJ0639* NAVD 88     -       113.767  (meters)     373.25   (feet)  ADJUSTED  
 EJ0639  ___________________________________________________________________
 EJ0639  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EJ0639  DYNAMIC HT  -         113.660 (meters)     372.90  (feet)  COMP
 EJ0639  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 EJ0639
 EJ0639  VERT ORDER  -  SECOND    CLASS 0
 EJ0639
 EJ0639.The horizontal coordinates were scaled from a topographic map and have
 EJ0639.an estimated accuracy of +/- 6 seconds.
 EJ0639
 EJ0639.The orthometric height was determined by differential leveling
 EJ0639.and adjusted by the National Geodetic Survey in June 1991..
 EJ0639
 EJ0639.The geoid height was determined by GEOID03.
 EJ0639
 EJ0639.The dynamic height is computed by dividing the NAVD 88
 EJ0639.geopotential number by the normal gravity value computed on the
 EJ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0639.degrees latitude (g = 980.6199 gals.).
 EJ0639
 EJ0639.The modeled gravity was interpolated from observed gravity values.
 EJ0639
 EJ0639;                    North         East    Units  Estimated Accuracy
 EJ0639;SPC AR S     -   597,910.      360,440.      MT  (+/- 180 meters Scaled)
 EJ0639
 EJ0639                          SUPERSEDED SURVEY CONTROL
 EJ0639
 EJ0639  NGVD 29 (??/??/92)  113.813  (m)          373.40   (f) ADJ UNCH    2 0
 EJ0639
 EJ0639.Superseded values are not recommended for survey control.
 EJ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0639.See file dsdata.txt to determine how the superseded data were derived.
 EJ0639
 EJ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU523122(NAD 83)
 EJ0639_MARKER: DB = BENCH MARK DISK
 EJ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0639_STAMPING: N 96 1935
 EJ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0639+STABILITY: SURFACE MOTION
 EJ0639
 EJ0639  HISTORY     - Date     Condition        Report By
 EJ0639  HISTORY     - 1935     MONUMENTED       CGS
 EJ0639  HISTORY     - 1935     GOOD             NGS
 EJ0639
 EJ0639                          STATION DESCRIPTION
 EJ0639
 EJ0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0639'3.4 MI N FROM BELFAST.
 EJ0639'3.4 MILES NORTH ALONG THE ALEXANDER ROAD FROM THE MISSOURI PACIFIC
 EJ0639'RAILROAD STATION AT BELFAST, GRANT COUNTY, AT CLOUDS CROSSROADS, 175
 EJ0639'FEET NORTH OF THE NORTHWEST CORNER OF A RED FRAME FARMHOUSE, 40.4 FEET
 EJ0639'EAST OF THE CENTERLINE OF THE ALEXANDER ROAD, 27.3 FEET NORTH OF THE
 EJ0639'CENTERLINE OF THE EAST-AND-WEST DIRT ROAD, 33 FEET NORTHEAST OF A 4.5
 EJ0639'FOOT WHITE OAK TREE, AND 4.5 FEET NORTH OF THE SOUTHWEST CORNER OF A
 EJ0639'FENCE.  A STANDARD DISK, STAMPED N 96 1935 AND SET IN THE TOP OF A
 EJ0639'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0490 ***********************************************************************
 EJ0490  DESIGNATION -  N 97
 EJ0490  PID         -  EJ0490
 EJ0490  STATE/COUNTY-  AR/JEFFERSON
 EJ0490  USGS QUAD   -  WHITE HALL (1984)
 EJ0490
 EJ0490                         *CURRENT SURVEY CONTROL
 EJ0490  ___________________________________________________________________
 EJ0490* NAD 83(1986)-  34 17 16.     (N)    092 04 34.     (W)     SCALED    
 EJ0490* NAVD 88     -        73.494  (meters)     241.12   (feet)  ADJUSTED  
 EJ0490  ___________________________________________________________________
 EJ0490  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ0490  DYNAMIC HT  -          73.423 (meters)     240.89  (feet)  COMP
 EJ0490  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 EJ0490
 EJ0490  VERT ORDER  -  FIRST     CLASS II
 EJ0490
 EJ0490.The horizontal coordinates were scaled from a topographic map and have
 EJ0490.an estimated accuracy of +/- 6 seconds.
 EJ0490
 EJ0490.The orthometric height was determined by differential leveling
 EJ0490.and adjusted by the National Geodetic Survey in June 1991..
 EJ0490
 EJ0490.The geoid height was determined by GEOID03.
 EJ0490
 EJ0490.The dynamic height is computed by dividing the NAVD 88
 EJ0490.geopotential number by the normal gravity value computed on the
 EJ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0490.degrees latitude (g = 980.6199 gals.).
 EJ0490
 EJ0490.The modeled gravity was interpolated from observed gravity values.
 EJ0490
 EJ0490;                    North         East    Units  Estimated Accuracy
 EJ0490;SPC AR S     -   579,810.      392,990.      MT  (+/- 180 meters Scaled)
 EJ0490
 EJ0490                          SUPERSEDED SURVEY CONTROL
 EJ0490
 EJ0490  NGVD 29 (??/??/92)   73.582  (m)          241.41   (f) ADJ UNCH    1 2
 EJ0490
 EJ0490.Superseded values are not recommended for survey control.
 EJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0490.See file dsdata.txt to determine how the superseded data were derived.
 EJ0490
 EJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT850944(NAD 83)
 EJ0490_MARKER: DB = BENCH MARK DISK
 EJ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0490_STAMPING: N 97 1935
 EJ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0490+STABILITY: SURFACE MOTION
 EJ0490
 EJ0490  HISTORY     - Date     Condition        Report By
 EJ0490  HISTORY     - 1935     MONUMENTED       CGS
 EJ0490  HISTORY     - 1937     GOOD             ARGS
 EJ0490  HISTORY     - 1970     MARK NOT FOUND   LOCSUR
 EJ0490  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0490
 EJ0490                          STATION DESCRIPTION
 EJ0490
 EJ0490'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0490'6.6 MI NW FROM PINE BLUFF.
 EJ0490'6.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 EJ0490'STATION AT PINE BLUFF, JEFFERSON COUNTY, 112 FEET SOUTHEAST OF THE
 EJ0490'BALDWIN STATION SIGN, 61 FEET NORTHWEST OF POLE 381+31, 45.3 FEET
 EJ0490'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 1.5 FEET SOUTH
 EJ0490'OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED N 97 1935
 EJ0490'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BALDWIN STATION SIGN NO
 EJ0490'LONGER AT THIS POINT.  RIGHT-OF-WAY FENCE CORNER HAS BEEN REMOVED.
 EJ0490
 EJ0490                          STATION RECOVERY (1970)
 EJ0490
 EJ0490'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 EJ0490'MARK NOT FOUND.
 EJ0490
 EJ0490                          STATION RECOVERY (1984)
 EJ0490
 EJ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0490'NOT RECOVERED, SEARCHED FOR BUT THE MEASUREMENTS NOT ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0846 ***********************************************************************
 EJ0846  DESIGNATION -  N 99
 EJ0846  PID         -  EJ0846
 EJ0846  STATE/COUNTY-  AR/PULASKI
 EJ0846  USGS QUAD   -  FOURCHE (1984)
 EJ0846
 EJ0846                         *CURRENT SURVEY CONTROL
 EJ0846  ___________________________________________________________________
 EJ0846* NAD 83(1986)-  34 53 12.     (N)    092 35 15.     (W)     SCALED    
 EJ0846* NAVD 88     -        84.712  (meters)     277.93   (feet)  ADJUSTED  
 EJ0846  ___________________________________________________________________
 EJ0846  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EJ0846  DYNAMIC HT  -          84.631 (meters)     277.66  (feet)  COMP
 EJ0846  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 EJ0846
 EJ0846  VERT ORDER  -  SECOND    CLASS 0
 EJ0846
 EJ0846.The horizontal coordinates were scaled from a topographic map and have
 EJ0846.an estimated accuracy of +/- 6 seconds.
 EJ0846
 EJ0846.The orthometric height was determined by differential leveling
 EJ0846.and adjusted by the National Geodetic Survey in June 1991..
 EJ0846
 EJ0846.The geoid height was determined by GEOID03.
 EJ0846
 EJ0846.The dynamic height is computed by dividing the NAVD 88
 EJ0846.geopotential number by the normal gravity value computed on the
 EJ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0846.degrees latitude (g = 980.6199 gals.).
 EJ0846
 EJ0846.The modeled gravity was interpolated from observed gravity values.
 EJ0846
 EJ0846;                    North         East    Units  Estimated Accuracy
 EJ0846;SPC AR S     -   646,390.      346,290.      MT  (+/- 180 meters Scaled)
 EJ0846
 EJ0846                          SUPERSEDED SURVEY CONTROL
 EJ0846
 EJ0846  NGVD 29 (??/??/92)   84.742  (m)          278.02   (f) ADJ UNCH    2 0
 EJ0846
 EJ0846.Superseded values are not recommended for survey control.
 EJ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0846.See file dsdata.txt to determine how the superseded data were derived.
 EJ0846
 EJ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU376605(NAD 83)
 EJ0846_MARKER: DB = BENCH MARK DISK
 EJ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0846_STAMPING: N 99 1935
 EJ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0846+STABILITY: SURFACE MOTION
 EJ0846
 EJ0846  HISTORY     - Date     Condition        Report By
 EJ0846  HISTORY     - 1935     MONUMENTED       CGS
 EJ0846  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0846
 EJ0846                          STATION DESCRIPTION
 EJ0846
 EJ0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0846'2.5 MI SE FROM CROSS ROADS.
 EJ0846'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 EJ0846'CROSS ROADS, PULASKI COUNTY, ON THE OUTSIDE OF A CURVE, 53 FEET WEST
 EJ0846'OF THE WEST CORNER OF THE STELLA THOMAS FARMHOUSE, 50.7 FEET NORTHEAST
 EJ0846'OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET SOUTH OF AN 18-INCH
 EJ0846'SWEET GUM TREE AT THE WEST CORNER OF THE YARD FENCE.  A STANDARD DISK,
 EJ0846'STAMPED N 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1754 ***********************************************************************
 EJ1754  DESIGNATION -  N LITTLE ROCK MUNICIPAL TANK
 EJ1754  PID         -  EJ1754
 EJ1754  STATE/COUNTY-  AR/PULASKI
 EJ1754  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1754
 EJ1754                         *CURRENT SURVEY CONTROL
 EJ1754  ___________________________________________________________________
 EJ1754* NAD 83(1997)-  34 47 13.62196(N)    092 15 51.94827(W)     ADJUSTED  
 EJ1754* NAVD 88     -                                                        
 EJ1754  ___________________________________________________________________
 EJ1754  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 EJ1754  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EJ1754
 EJ1754  HORZ ORDER  -  THIRD
 EJ1754
 EJ1754.The horizontal coordinates were established by classical geodetic methods
 EJ1754.and adjusted by the National Geodetic Survey in September 1999..
 EJ1754
 EJ1754
 EJ1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1754
 EJ1754.The geoid height was determined by GEOID03.
 EJ1754
 EJ1754;                    North         East     Units Scale Factor Converg.
 EJ1754;SPC AR S     -   635,223.861   375,798.226   MT  1.00000463   -0 08 52.8
 EJ1754;SPC AR S     - 2,084,063.62  1,232,931.35   sFT  1.00000463   -0 08 52.8
 EJ1754;UTM  15      - 3,849,682.050   567,295.999   MT  0.99965582   +0 25 10.8
 EJ1754
 EJ1754                          SUPERSEDED SURVEY CONTROL
 EJ1754
 EJ1754  NAD 83(1986)-  34 47 13.63382(N)    092 15 51.93728(W) AD(       ) 4
 EJ1754  NAD 27      -  34 47 13.30583(N)    092 15 51.39554(W) AD(       ) 3
 EJ1754
 EJ1754.Superseded values are not recommended for survey control.
 EJ1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1754.See file dsdata.txt to determine how the superseded data were derived.
 EJ1754
 EJ1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6729649682(NAD 83)
 EJ1754_MARKER: 51 = TANK
 EJ1754
 EJ1754  HISTORY     - Date     Condition        Report By
 EJ1754  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1754
 EJ1754                          STATION DESCRIPTION
 EJ1754
 EJ1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1754'STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 4
 EJ1754'LEGGED STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL HEIGHT
 EJ1754'OF ABOUT 120 FEET.
 EJ1754'
 EJ1754'LOCATED IN THE PARK HILL SECTION OF NORTH LITTLE ROCK AT 3417
 EJ1754'N. MAGNOLIA STREET.  IT IS OWNED AND OPERATED BY NORTH LITTLE
 EJ1754'ROCK WATER CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1744 ***********************************************************************
 EJ1744  DESIGNATION -  N LITTLE ROCK PARK HILL BAP CH
 EJ1744  PID         -  EJ1744
 EJ1744  STATE/COUNTY-  AR/PULASKI
 EJ1744  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1744
 EJ1744                         *CURRENT SURVEY CONTROL
 EJ1744  ___________________________________________________________________
 EJ1744* NAD 83(1997)-  34 47 07.74054(N)    092 15 31.62882(W)     ADJUSTED  
 EJ1744* NAVD 88     -                                                        
 EJ1744  ___________________________________________________________________
 EJ1744  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 EJ1744  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EJ1744
 EJ1744  HORZ ORDER  -  THIRD
 EJ1744
 EJ1744.The horizontal coordinates were established by classical geodetic methods
 EJ1744.and adjusted by the National Geodetic Survey in September 1999..
 EJ1744
 EJ1744
 EJ1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1744
 EJ1744.The geoid height was determined by GEOID03.
 EJ1744
 EJ1744;                    North         East     Units Scale Factor Converg.
 EJ1744;SPC AR S     -   635,041.300   376,314.356   MT  1.00000425   -0 08 41.4
 EJ1744;SPC AR S     - 2,083,464.67  1,234,624.68   sFT  1.00000425   -0 08 41.4
 EJ1744;UTM  15      - 3,849,504.674   567,813.732   MT  0.99965668   +0 25 22.4
 EJ1744
 EJ1744                          SUPERSEDED SURVEY CONTROL
 EJ1744
 EJ1744  NAD 83(1986)-  34 47 07.75277(N)    092 15 31.61670(W) AD(       ) 4
 EJ1744  NAD 27      -  34 47 07.42341(N)    092 15 31.07727(W) AD(       ) 3
 EJ1744
 EJ1744.Superseded values are not recommended for survey control.
 EJ1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1744.See file dsdata.txt to determine how the superseded data were derived.
 EJ1744
 EJ1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6781449505(NAD 83)
 EJ1744_MARKER: 89 = SPIRE
 EJ1744
 EJ1744  HISTORY     - Date     Condition        Report By
 EJ1744  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1744
 EJ1744                          STATION DESCRIPTION
 EJ1744
 EJ1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1744'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE.  IT IS
 EJ1744'AN ALUMINUM COVERED SPIRE ON THE SOUTHWEST EDGE OF A YELLOW
 EJ1744'COLORED BRICK BUILDING AND HAS AN OVERALL HEIGHT OF ABOUT
 EJ1744'150 FEET.
 EJ1744'
 EJ1744'LOCATED IN THE PARK HILL SECTION OF NORTH LITTLE ROCK AT
 EJ1744'THE INTERSECTION OF N. PINE STREET AND E. 34TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1681 ***********************************************************************
 EJ1681  DESIGNATION -  N LITTLE ROCK POWER LT TK
 EJ1681  PID         -  EJ1681
 EJ1681  STATE/COUNTY-  AR/PULASKI
 EJ1681  USGS QUAD   -  MC ALMONT (1986)
 EJ1681
 EJ1681                         *CURRENT SURVEY CONTROL
 EJ1681  ___________________________________________________________________
 EJ1681* NAD 83(1997)-  34 45 11.01639(N)    092 11 56.31322(W)     ADJUSTED  
 EJ1681* NAVD 88     -                                                        
 EJ1681  ___________________________________________________________________
 EJ1681  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 EJ1681  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ1681
 EJ1681  HORZ ORDER  -  THIRD
 EJ1681
 EJ1681.The horizontal coordinates were established by classical geodetic methods
 EJ1681.and adjusted by the National Geodetic Survey in September 1999..
 EJ1681
 EJ1681
 EJ1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1681
 EJ1681.The geoid height was determined by GEOID03.
 EJ1681
 EJ1681;                    North         East     Units Scale Factor Converg.
 EJ1681;SPC AR S     -   631,432.134   381,781.521   MT  0.99999699   -0 06 40.9
 EJ1681;SPC AR S     - 2,071,623.59  1,252,561.54   sFT  0.99999699   -0 06 40.9
 EJ1681;UTM  15      - 3,845,951.077   573,314.532   MT  0.99966625   +0 27 23.9
 EJ1681
 EJ1681                          SUPERSEDED SURVEY CONTROL
 EJ1681
 EJ1681  NAD 83(1986)-  34 45 11.02795(N)    092 11 56.30095(W) AD(       ) 4
 EJ1681  NAD 27      -  34 45 10.69461(N)    092 11 55.76897(W) AD(       ) 3
 EJ1681
 EJ1681.Superseded values are not recommended for survey control.
 EJ1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1681.See file dsdata.txt to determine how the superseded data were derived.
 EJ1681
 EJ1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7331545951(NAD 83)
 EJ1681_MARKER: 51 = TANK
 EJ1681
 EJ1681  HISTORY     - Date     Condition        Report By
 EJ1681  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1681
 EJ1681                          STATION DESCRIPTION
 EJ1681
 EJ1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1681'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS
 EJ1681'A 4 LEG STEEL STRUCTURE PAINTED SILVER WITH A BLUE PAINTED
 EJ1681'CIRCLE ENCLOSING A LARGE A AND A RED PAINTED THUNDERBOLT.
 EJ1681'THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 120 FEET.
 EJ1681'
 EJ1681'LOCATED IN THE EAST EDGE OF NORTH LITTLE ROCK, AT THE LYNCH
 EJ1681'STATION ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF TEXAS
 EJ1681'E STREET AND LYNCH STREET.  OWNED AND OPERATED BY THE ARKANSAS
 EJ1681'POWER AND LIGHT COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1682 ***********************************************************************
 EJ1682  DESIGNATION -  N LITTLE ROCK RAD KARK NE TWR
 EJ1682  PID         -  EJ1682
 EJ1682  STATE/COUNTY-  AR/PULASKI
 EJ1682  USGS QUAD   -  MC ALMONT (1986)
 EJ1682
 EJ1682                         *CURRENT SURVEY CONTROL
 EJ1682  ___________________________________________________________________
 EJ1682* NAD 83(1997)-  34 46 21.15756(N)    092 14 44.66605(W)     ADJUSTED  
 EJ1682* NAVD 88     -                                                        
 EJ1682  ___________________________________________________________________
 EJ1682  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 EJ1682  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EJ1682
 EJ1682  HORZ ORDER  -  THIRD
 EJ1682
 EJ1682.The horizontal coordinates were established by classical geodetic methods
 EJ1682.and adjusted by the National Geodetic Survey in September 1999..
 EJ1682
 EJ1682
 EJ1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1682
 EJ1682.The geoid height was determined by GEOID03.
 EJ1682
 EJ1682;                    North         East     Units Scale Factor Converg.
 EJ1682;SPC AR S     -   633,602.871   377,504.885   MT  1.00000132   -0 08 15.1
 EJ1682;SPC AR S     - 2,078,745.42  1,238,530.61   sFT  1.00000132   -0 08 15.1
 EJ1682;UTM  15      - 3,848,078.604   569,018.040   MT  0.99965871   +0 25 48.7
 EJ1682
 EJ1682                          SUPERSEDED SURVEY CONTROL
 EJ1682
 EJ1682  NAD 83(1986)-  34 46 21.16898(N)    092 14 44.65207(W) AD(       ) 4
 EJ1682  NAD 27      -  34 46 20.84209(N)    092 14 44.10646(W) AD(       ) 3
 EJ1682
 EJ1682.Superseded values are not recommended for survey control.
 EJ1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1682.See file dsdata.txt to determine how the superseded data were derived.
 EJ1682
 EJ1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6901848079(NAD 83)
 EJ1682_MARKER: 43 = RADIO/TV TOWER
 EJ1682
 EJ1682  HISTORY     - Date     Condition        Report By
 EJ1682  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1682  HISTORY     - 1975     GOOD             NGS
 EJ1682
 EJ1682                          STATION DESCRIPTION
 EJ1682
 EJ1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1682'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS
 EJ1682'A 4 LEG STEEL STRUCTURE, SELF SUPPORTING, PAINTED IN ALTERNATE
 EJ1682'SECTIONS OF INTERNATIONAL RED AND WHITE, BLINKING RED LIGHT
 EJ1682'AT THE TOP, WITH AN OVERALL HEIGHT OF 310 FEET.
 EJ1682'
 EJ1682'LOCATED IN THE SOUTHEAST EDGE OF NORTH LITTLE ROCK ON E
 EJ1682'13TH STREET AND IN THE SECTION LOCALLY KNOWN AS DARK HOLLOW.
 EJ1682
 EJ1682                          STATION RECOVERY (1975)
 EJ1682
 EJ1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 EJ1682'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH 1964
 EJ1682'DESCRIPTION FOR RECOVERY.
 EJ1682'
 EJ1682'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTH LITTLE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1683 ***********************************************************************
 EJ1683  DESIGNATION -  N LITTLE ROCK RAD KARK SW TWR
 EJ1683  PID         -  EJ1683
 EJ1683  STATE/COUNTY-  AR/PULASKI
 EJ1683  USGS QUAD   -  MC ALMONT (1986)
 EJ1683
 EJ1683                         *CURRENT SURVEY CONTROL
 EJ1683  ___________________________________________________________________
 EJ1683* NAD 83(1997)-  34 46 19.31380(N)    092 14 46.37234(W)     ADJUSTED  
 EJ1683* NAVD 88     -                                                        
 EJ1683  ___________________________________________________________________
 EJ1683  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 EJ1683  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EJ1683
 EJ1683  HORZ ORDER  -  THIRD
 EJ1683
 EJ1683.The horizontal coordinates were established by classical geodetic methods
 EJ1683.and adjusted by the National Geodetic Survey in September 1999..
 EJ1683
 EJ1683
 EJ1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1683
 EJ1683.The geoid height was determined by GEOID03.
 EJ1683
 EJ1683;                    North         East     Units Scale Factor Converg.
 EJ1683;SPC AR S     -   633,546.158   377,461.361   MT  1.00000120   -0 08 16.1
 EJ1683;SPC AR S     - 2,078,559.35  1,238,387.82   sFT  1.00000120   -0 08 16.1
 EJ1683;UTM  15      - 3,848,021.483   568,975.095   MT  0.99965864   +0 25 47.7
 EJ1683
 EJ1683                          SUPERSEDED SURVEY CONTROL
 EJ1683
 EJ1683  NAD 83(1986)-  34 46 19.32574(N)    092 14 46.35753(W) AD(       ) 4
 EJ1683  NAD 27      -  34 46 18.99652(N)    092 14 45.81501(W) AD(       ) 3
 EJ1683
 EJ1683.Superseded values are not recommended for survey control.
 EJ1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1683.See file dsdata.txt to determine how the superseded data were derived.
 EJ1683
 EJ1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6897548021(NAD 83)
 EJ1683_MARKER: 43 = RADIO/TV TOWER
 EJ1683
 EJ1683  HISTORY     - Date     Condition        Report By
 EJ1683  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1683  HISTORY     - 1975     GOOD             NGS
 EJ1683
 EJ1683                          STATION DESCRIPTION
 EJ1683
 EJ1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1683'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4
 EJ1683'LEG STEEL STRUCTURE, SELF SUPPORTING, PAINTED IN ALTERNATE
 EJ1683'SECTIONS OF INTERNATIONAL RED AND WHITE, BLINKING RED LIGHT
 EJ1683'AT THE TOP, WITH AN OVERALL HEIGHT OF 255 FEET.
 EJ1683'
 EJ1683'LOCATED IN THE SOUTHEAST EDGE OF NORTH LITTLE ROCK ON E
 EJ1683'13TH STREET AND IN THE SECTION LOCALLY KNOWN AS DARK HOLLOW.
 EJ1683
 EJ1683                          STATION RECOVERY (1975)
 EJ1683
 EJ1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 EJ1683'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH 1964
 EJ1683'DESCRIPTION ADEQUATE FOR RECOVERY.
 EJ1683'
 EJ1683'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTH LITTLE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1685 ***********************************************************************
 EJ1685  DESIGNATION -  N LITTLE ROCK RAD KXLR SW MAST
 EJ1685  PID         -  EJ1685
 EJ1685  STATE/COUNTY-  AR/PULASKI
 EJ1685  USGS QUAD   -  MC ALMONT (1986)
 EJ1685
 EJ1685                         *CURRENT SURVEY CONTROL
 EJ1685  ___________________________________________________________________
 EJ1685* NAD 83(1997)-  34 45 55.05299(N)    092 11 49.50984(W)     ADJUSTED  
 EJ1685* NAVD 88     -                                                        
 EJ1685  ___________________________________________________________________
 EJ1685  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EJ1685  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ1685
 EJ1685  HORZ ORDER  -  THIRD
 EJ1685
 EJ1685.The horizontal coordinates were established by classical geodetic methods
 EJ1685.and adjusted by the National Geodetic Survey in September 1999..
 EJ1685
 EJ1685
 EJ1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1685
 EJ1685.The geoid height was determined by GEOID03.
 EJ1685
 EJ1685;                    North         East     Units Scale Factor Converg.
 EJ1685;SPC AR S     -   632,788.809   381,957.168   MT  0.99999969   -0 06 37.1
 EJ1685;SPC AR S     - 2,076,074.62  1,253,137.81   sFT  0.99999969   -0 06 37.1
 EJ1685;UTM  15      - 3,847,308.975   573,476.666   MT  0.99966654   +0 27 28.3
 EJ1685
 EJ1685                          SUPERSEDED SURVEY CONTROL
 EJ1685
 EJ1685  NAD 83(1986)-  34 45 55.06364(N)    092 11 49.49721(W) AD(       ) 4
 EJ1685  NAD 27      -  34 45 54.72736(N)    092 11 48.96769(W) AD(       ) 3
 EJ1685
 EJ1685.Superseded values are not recommended for survey control.
 EJ1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1685.See file dsdata.txt to determine how the superseded data were derived.
 EJ1685
 EJ1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7347747309(NAD 83)
 EJ1685_MARKER: 42 = RADIO/TV MAST
 EJ1685
 EJ1685  HISTORY     - Date     Condition        Report By
 EJ1685  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1685  HISTORY     - 1975     GOOD             NGS
 EJ1685  HISTORY     - 1978     GOOD             NGS
 EJ1685
 EJ1685                          STATION DESCRIPTION
 EJ1685
 EJ1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1685'STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  IT IS
 EJ1685'THE SOUTHWEST 1 OF 4 IDENTICAL MASTS SETTING NORTHEAST AND
 EJ1685'SOUTHWEST.  IT IS GUYED, 3 LEG STEEL STRUCTURE, PAINTED
 EJ1685'IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE, WITH
 EJ1685'AN OVERALL HEIGHT OF 221 FEET.
 EJ1685'
 EJ1685'LOCATED AT THE SOUTHEAST EDGE OF NORTH LITTLE ROCK IN THE
 EJ1685'ROSE CITY SECTION ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF
 EJ1685'U.S. HIGHWAY 70 AND U.S. HIGHWAY 67 E.
 EJ1685
 EJ1685                          STATION RECOVERY (1975)
 EJ1685
 EJ1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 EJ1685'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH 1964
 EJ1685'DESCRIPTION ADAQUATE FOR RECOVERY.
 EJ1685'
 EJ1685'NEAREST TOWN--IN NORTH LITTLE ROCK.
 EJ1685
 EJ1685                          STATION RECOVERY (1978)
 EJ1685
 EJ1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 EJ1685'THE FOUR MASTS WERE RECOVERED AS DESCRIBED.  THIS INTERSECTION
 EJ1685'STATION SHOULD BE USED WITH CAUTION, HOWEVER, AS OBSERVATIONS FROM
 EJ1685'ABOUT 3 MILES TO THE NORTHEAST INDICATE THAT THE POSITION
 EJ1685'PUBLISHED IN QUAD 340921 IS FOR THE NORTHEAST, RATHER THAN THE
 EJ1685'SOUTHWEST ONE OF THE FOUR MAST.
 EJ1685'
 EJ1685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE ROSE CITY
 EJ1685'SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1741 ***********************************************************************
 EJ1741  DESIGNATION -  N LITTLE ROCK RAD STA KVLC
 EJ1741  PID         -  EJ1741
 EJ1741  STATE/COUNTY-  AR/PULASKI
 EJ1741  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1741
 EJ1741                         *CURRENT SURVEY CONTROL
 EJ1741  ___________________________________________________________________
 EJ1741* NAD 83(1997)-  34 45 58.46134(N)    092 17 38.73401(W)     ADJUSTED  
 EJ1741* NAVD 88     -                                                        
 EJ1741  ___________________________________________________________________
 EJ1741  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 EJ1741  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EJ1741
 EJ1741  HORZ ORDER  -  THIRD
 EJ1741
 EJ1741.The horizontal coordinates were established by classical geodetic methods
 EJ1741.and adjusted by the National Geodetic Survey in September 1999..
 EJ1741
 EJ1741
 EJ1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1741
 EJ1741.The geoid height was determined by GEOID03.
 EJ1741
 EJ1741;                    North         East     Units Scale Factor Converg.
 EJ1741;SPC AR S     -   632,915.145   373,076.721   MT  0.99999990   -0 09 52.6
 EJ1741;SPC AR S     - 2,076,489.10  1,224,002.54   sFT  0.99999990   -0 09 52.6
 EJ1741;UTM  15      - 3,847,347.310   564,598.432   MT  0.99965143   +0 24 09.2
 EJ1741
 EJ1741                          SUPERSEDED SURVEY CONTROL
 EJ1741
 EJ1741  NAD 83(1986)-  34 45 58.47422(N)    092 17 38.72251(W) AD(       ) 4
 EJ1741  NAD 27      -  34 45 58.14462(N)    092 17 38.17689(W) AD(       ) 3
 EJ1741
 EJ1741.Superseded values are not recommended for survey control.
 EJ1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1741.See file dsdata.txt to determine how the superseded data were derived.
 EJ1741
 EJ1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6459847347(NAD 83)
 EJ1741_MARKER: 42 = RADIO/TV MAST
 EJ1741
 EJ1741  HISTORY     - Date     Condition        Report By
 EJ1741  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1741
 EJ1741                          STATION DESCRIPTION
 EJ1741
 EJ1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1741'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS
 EJ1741'A 4 LEG STEEL STRUCTURE, GUYED, WITH A RED LIGHT AT THE
 EJ1741'TOP AND IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 EJ1741'RED AND WHITE.  THE OVERALL HEIGHT OF THE STRUCTURE IS 412.5
 EJ1741'FEET.
 EJ1741'
 EJ1741'LOCATED IN THE SOUTHWEST EDGE OF NORTH LITTLE ROCK AT 2600
 EJ1741'RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1752 ***********************************************************************
 EJ1752  DESIGNATION -  N LITTLE ROCK VETERANS ADM STK
 EJ1752  PID         -  EJ1752
 EJ1752  STATE/COUNTY-  AR/PULASKI
 EJ1752  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1752
 EJ1752                         *CURRENT SURVEY CONTROL
 EJ1752  ___________________________________________________________________
 EJ1752* NAD 83(1997)-  34 46 36.17085(N)    092 17 42.29160(W)     ADJUSTED  
 EJ1752* NAVD 88     -                                                        
 EJ1752  ___________________________________________________________________
 EJ1752  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 EJ1752  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EJ1752
 EJ1752  HORZ ORDER  -  THIRD
 EJ1752
 EJ1752.The horizontal coordinates were established by classical geodetic methods
 EJ1752.and adjusted by the National Geodetic Survey in September 1999..
 EJ1752
 EJ1752
 EJ1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1752
 EJ1752.The geoid height was determined by GEOID03.
 EJ1752
 EJ1752;                    North         East     Units Scale Factor Converg.
 EJ1752;SPC AR S     -   634,077.445   372,989.602   MT  1.00000226   -0 09 54.6
 EJ1752;SPC AR S     - 2,080,302.42  1,223,716.72   sFT  1.00000226   -0 09 54.6
 EJ1752;UTM  15      - 3,848,508.285   564,499.846   MT  0.99965127   +0 24 07.5
 EJ1752
 EJ1752                          SUPERSEDED SURVEY CONTROL
 EJ1752
 EJ1752  NAD 83(1986)-  34 46 36.18345(N)    092 17 42.28048(W) AD(       ) 4
 EJ1752  NAD 27      -  34 46 35.84749(N)    092 17 41.72894(W) AD(       ) 3
 EJ1752
 EJ1752.Superseded values are not recommended for survey control.
 EJ1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1752.See file dsdata.txt to determine how the superseded data were derived.
 EJ1752
 EJ1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6450048508(NAD 83)
 EJ1752_MARKER: 63 = STACK
 EJ1752
 EJ1752  HISTORY     - Date     Condition        Report By
 EJ1752  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1752
 EJ1752                          STATION DESCRIPTION
 EJ1752
 EJ1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1752'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS A RED
 EJ1752'COLORED BRICK STRUCTURE, ABOUT 20 FEET IN DIAMETER AND HAS AN
 EJ1752'OVERALL HEIGHT OF ABOUT 150 FEET.
 EJ1752'
 EJ1752'LOCATED IN THE WEST EDGE OF NORTH LITTLE ROCK AT THE EAST CENTRAL
 EJ1752'EDGE OF THE NORTH LITTLE ROCK VETERANS ADMINSTRATION HOSPITAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1737 ***********************************************************************
 EJ1737  DESIGNATION -  N LITTLE ROCK W SCEN RD SPIPE
 EJ1737  PID         -  EJ1737
 EJ1737  STATE/COUNTY-  AR/PULASKI
 EJ1737  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1737
 EJ1737                         *CURRENT SURVEY CONTROL
 EJ1737  ___________________________________________________________________
 EJ1737* NAD 83(1997)-  34 47 05.33624(N)    092 17 28.58127(W)     ADJUSTED  
 EJ1737* NAVD 88     -                                                        
 EJ1737  ___________________________________________________________________
 EJ1737  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 EJ1737  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EJ1737
 EJ1737  HORZ ORDER  -  THIRD
 EJ1737
 EJ1737.The horizontal coordinates were established by classical geodetic methods
 EJ1737.and adjusted by the National Geodetic Survey in September 1999..
 EJ1737
 EJ1737
 EJ1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1737
 EJ1737.The geoid height was determined by GEOID03.
 EJ1737
 EJ1737;                    North         East     Units Scale Factor Converg.
 EJ1737;SPC AR S     -   634,975.198   373,340.765   MT  1.00000410   -0 09 46.9
 EJ1737;SPC AR S     - 2,083,247.80  1,224,868.83   sFT  1.00000410   -0 09 46.9
 EJ1737;UTM  15      - 3,849,409.154   564,841.982   MT  0.99965182   +0 24 15.6
 EJ1737
 EJ1737                          SUPERSEDED SURVEY CONTROL
 EJ1737
 EJ1737  NAD 83(1986)-  34 47 05.34843(N)    092 17 28.56954(W) AD(       ) 4
 EJ1737  NAD 27      -  34 47 05.01949(N)    092 17 28.02175(W) AD(       ) 3
 EJ1737
 EJ1737.Superseded values are not recommended for survey control.
 EJ1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1737.See file dsdata.txt to determine how the superseded data were derived.
 EJ1737
 EJ1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6484249409(NAD 83)
 EJ1737_MARKER: 52 = STANDPIPE TANK
 EJ1737
 EJ1737  HISTORY     - Date     Condition        Report By
 EJ1737  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1737
 EJ1737                          STATION DESCRIPTION
 EJ1737
 EJ1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1737'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE.  IT IS
 EJ1737'A ROUND, SILVER PAINTED STEEL STRUCTURE, WITH AN OVERALL
 EJ1737'HEIGHT OF ABOUT 90 FEET.
 EJ1737'
 EJ1737'LOCATED IN THE EXTREME WEST EDGE OF NORTH LITTLE ROCK ABOUT
 EJ1737'200 FEET NORTHWEST OF THE INTERSECTION OF W. SCENIC ROAD AND
 EJ1737'PARKVIEW DRIVE.  IT IS OWNED AND OPERATED BY NORTH LITTLE
 EJ1737'ROCK WATER CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1714 ***********************************************************************
 EH1714  DESIGNATION -  NA 10
 EH1714  PID         -  EH1714
 EH1714  STATE/COUNTY-  AR/JEFFERSON
 EH1714  USGS QUAD   -  REYDELL (1975)
 EH1714
 EH1714                         *CURRENT SURVEY CONTROL
 EH1714  ___________________________________________________________________
 EH1714* NAD 83(1986)-  34 08 08.     (N)    091 34 20.     (W)     SCALED    
 EH1714* NAVD 88     -        56.000  (meters)     183.73   (feet)  ADJUSTED  
 EH1714  ___________________________________________________________________
 EH1714  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1714  DYNAMIC HT  -          55.945 (meters)     183.55  (feet)  COMP
 EH1714  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 EH1714
 EH1714  VERT ORDER  -  FIRST     CLASS II
 EH1714
 EH1714.The horizontal coordinates were scaled from a topographic map and have
 EH1714.an estimated accuracy of +/- 6 seconds.
 EH1714
 EH1714.The orthometric height was determined by differential leveling
 EH1714.and adjusted by the National Geodetic Survey in August 1993..
 EH1714
 EH1714.The geoid height was determined by GEOID03.
 EH1714
 EH1714.The dynamic height is computed by dividing the NAVD 88
 EH1714.geopotential number by the normal gravity value computed on the
 EH1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1714.degrees latitude (g = 980.6199 gals.).
 EH1714
 EH1714.The modeled gravity was interpolated from observed gravity values.
 EH1714
 EH1714;                    North         East    Units  Estimated Accuracy
 EH1714;SPC AR S     -   563,000.      439,450.      MT  (+/- 180 meters Scaled)
 EH1714
 EH1714                          SUPERSEDED SURVEY CONTROL
 EH1714
 EH1714  NAVD 88 (06/15/91)   56.041  (m)          183.86   (f) UNKNOWN     1 2
 EH1714  NGVD 29 (??/??/??)   56.082  (m)          184.00   (f) ADJUSTED    1 2
 EH1714
 EH1714.Superseded values are not recommended for survey control.
 EH1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1714.See file dsdata.txt to determine how the superseded data were derived.
 EH1714
 EH1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT316781(NAD 83)
 EH1714_MARKER: P = PIPE CAP
 EH1714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1714_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1714_STAMPING: N A 10 1930
 EH1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1714
 EH1714  HISTORY     - Date     Condition        Report By
 EH1714  HISTORY     - 1930     MONUMENTED       DOD
 EH1714  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1714
 EH1714                          STATION DESCRIPTION
 EH1714
 EH1714'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EH1714'1.2 MI S FROM REYDEL.
 EH1714'1.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM REYDEL, JEFFERSON COUNTY,
 EH1714'0.3 MILE WEST ALONG A DIRT ROAD LEADING TO THE LITTLE BAYOU METO
 EH1714'FLOODGATE, 0.3 MILE SOUTH ALONG A DIRT ROAD AT THE FOOT OF THE LEVEE,
 EH1714'0.3 MILE EAST OF THE FLOODGATE, AT THE SECOND HOUSE EAST OF THE
 EH1714'FLOODGATE, IN THE NORTHEAST CORNER OF THE YARD, 150 FEET EAST OF THE
 EH1714'CENTER OF THE LEVEE, 4.5 FEET WEST OF A NORTH-AND-SOUTH WOODEN FENCE,
 EH1714'AND 4 FEET SOUTH OF AN EAST-AND-WEST WOODEN FENCE.  A STANDARD CAP,
 EH1714'STAMPED N A 10 1930 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 EH1714'PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1516 ***********************************************************************
 EH1516  DESIGNATION -  NA 16
 EH1516  PID         -  EH1516
 EH1516  STATE/COUNTY-  AR/JEFFERSON
 EH1516  USGS QUAD   -  GILLETT (1972)
 EH1516
 EH1516                         *CURRENT SURVEY CONTROL
 EH1516  ___________________________________________________________________
 EH1516* NAD 83(1986)-  34 05 01.     (N)    091 26 18.     (W)     SCALED    
 EH1516* NAVD 88     -        52.778  (meters)     173.16   (feet)  ADJUSTED  
 EH1516  ___________________________________________________________________
 EH1516  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EH1516  DYNAMIC HT  -          52.726 (meters)     172.99  (feet)  COMP
 EH1516  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 EH1516
 EH1516  VERT ORDER  -  SECOND    CLASS 0
 EH1516
 EH1516.The horizontal coordinates were scaled from a topographic map and have
 EH1516.an estimated accuracy of +/- 6 seconds.
 EH1516
 EH1516.The orthometric height was determined by differential leveling
 EH1516.and adjusted by the National Geodetic Survey in August 1993..
 EH1516
 EH1516.The geoid height was determined by GEOID03.
 EH1516
 EH1516.The dynamic height is computed by dividing the NAVD 88
 EH1516.geopotential number by the normal gravity value computed on the
 EH1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1516.degrees latitude (g = 980.6199 gals.).
 EH1516
 EH1516.The modeled gravity was interpolated from observed gravity values.
 EH1516
 EH1516;                    North         East    Units  Estimated Accuracy
 EH1516;SPC AR S     -   557,300.      451,830.      MT  (+/- 180 meters Scaled)
 EH1516
 EH1516                          SUPERSEDED SURVEY CONTROL
 EH1516
 EH1516  NGVD 29 (??/??/??)   52.882  (m)          173.50   (f) ADJUSTED    2 0
 EH1516
 EH1516.Superseded values are not recommended for survey control.
 EH1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1516.See file dsdata.txt to determine how the superseded data were derived.
 EH1516
 EH1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT440725(NAD 83)
 EH1516_MARKER: P = PIPE CAP
 EH1516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1516_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1516_STAMPING: N A 1930 193
 EH1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1516
 EH1516  HISTORY     - Date     Condition        Report By
 EH1516  HISTORY     - 1930     MONUMENTED       DOD
 EH1516  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1516
 EH1516                          STATION DESCRIPTION
 EH1516
 EH1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1516'6.0 MI SW FROM GILLETT.
 EH1516'IN JEFFERSON COUNTY, 6.0 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE
 EH1516'ST. LOUIS SOUTHWESTERN RAILWAY STATION AT GILLETT, ARKANSAS COUNTY, AT
 EH1516'THE BIG BAYOU METO FLOODGATE, 520 FEET NORTH OF THE NORTHWEST CORNER
 EH1516'OF THE UPPER WALKWAY, 375 FEET NORTHEAST OF THE TOE OF THE LEVEE, AND
 EH1516'IN A CULTIVATED FIELD.  A STANDARD CAP, STAMPED N A 1930 193 AND
 EH1516'RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 15 INCHES ABOVE
 EH1516'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1508 ***********************************************************************
 EH1508  DESIGNATION -  NA 18
 EH1508  PID         -  EH1508
 EH1508  STATE/COUNTY-  AR/ARKANSAS
 EH1508  USGS QUAD   -  GILLETT (1972)
 EH1508
 EH1508                         *CURRENT SURVEY CONTROL
 EH1508  ___________________________________________________________________
 EH1508* NAD 83(1986)-  34 03 36.     (N)    091 25 16.     (W)     SCALED    
 EH1508* NAVD 88     -        51.805  (meters)     169.96   (feet)  ADJUSTED  
 EH1508  ___________________________________________________________________
 EH1508  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EH1508  DYNAMIC HT  -          51.754 (meters)     169.80  (feet)  COMP
 EH1508  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EH1508
 EH1508  VERT ORDER  -  FIRST     CLASS II
 EH1508
 EH1508.The horizontal coordinates were scaled from a topographic map and have
 EH1508.an estimated accuracy of +/- 6 seconds.
 EH1508
 EH1508.The orthometric height was determined by differential leveling
 EH1508.and adjusted by the National Geodetic Survey in August 1993..
 EH1508
 EH1508.The geoid height was determined by GEOID03.
 EH1508
 EH1508.The dynamic height is computed by dividing the NAVD 88
 EH1508.geopotential number by the normal gravity value computed on the
 EH1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1508.degrees latitude (g = 980.6199 gals.).
 EH1508
 EH1508.The modeled gravity was interpolated from observed gravity values.
 EH1508
 EH1508;                    North         East    Units  Estimated Accuracy
 EH1508;SPC AR S     -   554,690.      453,440.      MT  (+/- 180 meters Scaled)
 EH1508
 EH1508                          SUPERSEDED SURVEY CONTROL
 EH1508
 EH1508  NGVD 29 (??/??/??)   51.933  (m)          170.38   (f) ADJUSTED    1 2
 EH1508
 EH1508.Superseded values are not recommended for survey control.
 EH1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1508.See file dsdata.txt to determine how the superseded data were derived.
 EH1508
 EH1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT457699(NAD 83)
 EH1508_MARKER: P = PIPE CAP
 EH1508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1508_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1508_STAMPING: N A 18 1930 170 B M N A 18
 EH1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1508
 EH1508  HISTORY     - Date     Condition        Report By
 EH1508  HISTORY     - 1930     MONUMENTED       DOD
 EH1508  HISTORY     - 1955     GOOD             CGS
 EH1508
 EH1508                          STATION DESCRIPTION
 EH1508
 EH1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1508'7.7 MI SW FROM GILLETT.
 EH1508'4.2 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1508'SOUTHWESTERN RAILROAD STATION AT GILLETT, THENCE 0.5 MILE WEST ALONG A
 EH1508'GRADED DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD,
 EH1508'THENCE 0.4 MILE WEST ALONG A PRIVATE ROAD, THENCE 2.0 MILES WEST ALONG
 EH1508'A ROAD WHICH RUNS ALONG THE TOP OF A LEVEE, 100 YARDS EAST OF A CURVE
 EH1508'IN THE LEVEE, 112 FEET NORTH OF THE CENTER LINE OF THE LEVEE, 12 FEET
 EH1508'NORTHEAST OF A 14 INCH TRIANGULAR BLAZED ELM TREE, 19 FEET NORTH OF A
 EH1508'WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.3
 EH1508'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1502 ***********************************************************************
 EH1502  DESIGNATION -  NA 19
 EH1502  PID         -  EH1502
 EH1502  STATE/COUNTY-  AR/ARKANSAS
 EH1502  USGS QUAD   -  GILLETT (1972)
 EH1502
 EH1502                         *CURRENT SURVEY CONTROL
 EH1502  ___________________________________________________________________
 EH1502* NAD 83(1986)-  34 03 02.     (N)    091 23 33.     (W)     SCALED    
 EH1502* NAVD 88     -        54.525  (meters)     178.89   (feet)  ADJUSTED  
 EH1502  ___________________________________________________________________
 EH1502  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1502  DYNAMIC HT  -          54.471 (meters)     178.71  (feet)  COMP
 EH1502  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EH1502
 EH1502  VERT ORDER  -  FIRST     CLASS II
 EH1502
 EH1502.The horizontal coordinates were scaled from a topographic map and have
 EH1502.an estimated accuracy of +/- 6 seconds.
 EH1502
 EH1502.The orthometric height was determined by differential leveling
 EH1502.and adjusted by the National Geodetic Survey in August 1993..
 EH1502
 EH1502.The geoid height was determined by GEOID03.
 EH1502
 EH1502.The dynamic height is computed by dividing the NAVD 88
 EH1502.geopotential number by the normal gravity value computed on the
 EH1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1502.degrees latitude (g = 980.6199 gals.).
 EH1502
 EH1502.The modeled gravity was interpolated from observed gravity values.
 EH1502
 EH1502;                    North         East    Units  Estimated Accuracy
 EH1502;SPC AR S     -   553,660.      456,090.      MT  (+/- 180 meters Scaled)
 EH1502
 EH1502                          SUPERSEDED SURVEY CONTROL
 EH1502
 EH1502  NGVD 29 (??/??/??)   54.657  (m)          179.32   (f) ADJUSTED    1 2
 EH1502
 EH1502.Superseded values are not recommended for survey control.
 EH1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1502.See file dsdata.txt to determine how the superseded data were derived.
 EH1502
 EH1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT483689(NAD 83)
 EH1502_MARKER: P = PIPE CAP
 EH1502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1502_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1502_STAMPING: B M N A 19 1930 179
 EH1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1502
 EH1502  HISTORY     - Date     Condition        Report By
 EH1502  HISTORY     - 1930     MONUMENTED       DOD
 EH1502  HISTORY     - 1955     GOOD             CGS
 EH1502
 EH1502                          STATION DESCRIPTION
 EH1502
 EH1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1502'5.7 MI S FROM GILLETT.
 EH1502'4.2 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1502'SOUTHWESTERN RAILROAD STATION AT GILLETT, THENCE 0.5 MILE WEST ALONG A
 EH1502'GRADED DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD,
 EH1502'THENCE 0.4 MILE WEST ALONG A PRIVATE ROAD, 0.1 MILE NORTHWEST OF THE
 EH1502'EAST END OF A LEVEE, 237 FEET NORTH OF THE CENTER LINE OF THE LEVEE,
 EH1502'154 FEET NORTH OF AN EAST AND WEST FENCE, 4 FEET SOUTHEAST OF AN 18
 EH1502'INCH TRIANGULAR BLAZED HICKORY TREE, 2 FEET WEST OF A WITNESS POST,
 EH1502'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 EH1502'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1501 ***********************************************************************
 EH1501  DESIGNATION -  NA 20
 EH1501  PID         -  EH1501
 EH1501  STATE/COUNTY-  AR/ARKANSAS
 EH1501  USGS QUAD   -  GILLETT (1972)
 EH1501
 EH1501                         *CURRENT SURVEY CONTROL
 EH1501  ___________________________________________________________________
 EH1501* NAD 83(1986)-  34 03 00.     (N)    091 23 27.     (W)     SCALED    
 EH1501* NAVD 88     -        55.258  (meters)     181.29   (feet)  ADJUSTED  
 EH1501  ___________________________________________________________________
 EH1501  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1501  DYNAMIC HT  -          55.203 (meters)     181.11  (feet)  COMP
 EH1501  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EH1501
 EH1501  VERT ORDER  -  FIRST     CLASS II
 EH1501
 EH1501.The horizontal coordinates were scaled from a topographic map and have
 EH1501.an estimated accuracy of +/- 6 seconds.
 EH1501
 EH1501.The orthometric height was determined by differential leveling
 EH1501.and adjusted by the National Geodetic Survey in August 1993..
 EH1501
 EH1501.The geoid height was determined by GEOID03.
 EH1501
 EH1501.The dynamic height is computed by dividing the NAVD 88
 EH1501.geopotential number by the normal gravity value computed on the
 EH1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1501.degrees latitude (g = 980.6199 gals.).
 EH1501
 EH1501.The modeled gravity was interpolated from observed gravity values.
 EH1501
 EH1501;                    North         East    Units  Estimated Accuracy
 EH1501;SPC AR S     -   553,600.      456,240.      MT  (+/- 180 meters Scaled)
 EH1501
 EH1501                          SUPERSEDED SURVEY CONTROL
 EH1501
 EH1501  NGVD 29 (??/??/??)   55.390  (m)          181.73   (f) ADJUSTED    1 2
 EH1501
 EH1501.Superseded values are not recommended for survey control.
 EH1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1501.See file dsdata.txt to determine how the superseded data were derived.
 EH1501
 EH1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT485688(NAD 83)
 EH1501_MARKER: P = PIPE CAP
 EH1501_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1501_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1501_STAMPING: N A 20 1930 B M
 EH1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1501
 EH1501  HISTORY     - Date     Condition        Report By
 EH1501  HISTORY     - 1930     MONUMENTED       DOD
 EH1501  HISTORY     - 1955     GOOD             CGS
 EH1501
 EH1501                          STATION DESCRIPTION
 EH1501
 EH1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1501'5.7 MI S FROM GILLETT.
 EH1501'4.2 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1501'SOUTHWESTERN RAILROAD STATION AT GILLETT, THENCE 0.5 MILE WEST ALONG A
 EH1501'GRADED DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD,
 EH1501'THENCE 0.4 MILE WEST ALONG A PRIVATE ROAD, 200 FEET NORTHWEST OF THE
 EH1501'EAST END OF A LEVEE, 75 FEET NORTH OF AN 18 INCH TRIANGULAR BLAZED OAK
 EH1501'TREE, 70 FEET NORTH OF AN EAST AND WEST FENCE, 2 FEET EAST OF A
 EH1501'WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.0
 EH1501'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0670 ***********************************************************************
 GF0670  DESIGNATION -  NAKED JOE
 GF0670  PID         -  GF0670
 GF0670  STATE/COUNTY-  AR/BAXTER
 GF0670  USGS QUAD   -  NORFORK DAM SOUTH (1981)
 GF0670
 GF0670                         *CURRENT SURVEY CONTROL
 GF0670  ___________________________________________________________________
 GF0670* NAD 83(1997)-  36 10 52.06850(N)    092 14 14.97783(W)     ADJUSTED  
 GF0670* NAVD 88     -       520.     (meters)    1706.     (feet)  SCALED    
 GF0670  ___________________________________________________________________
 GF0670  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GF0670  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0670
 GF0670  HORZ ORDER  -  THIRD
 GF0670
 GF0670.The horizontal coordinates were established by classical geodetic methods
 GF0670.and adjusted by the National Geodetic Survey in September 1999..
 GF0670
 GF0670.The orthometric height was scaled from a topographic map.
 GF0670
 GF0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0670
 GF0670.The geoid height was determined by GEOID03.
 GF0670
 GF0670;                    North         East     Units Scale Factor Converg.
 GF0670;SPC AR N     -   205,029.177   378,635.986   MT  0.99999010   -0 08 17.5
 GF0670;SPC AR N     -   672,666.56  1,242,241.56   sFT  0.99999010   -0 08 17.5
 GF0670;UTM  15      - 4,004,308.087   568,565.990   MT  0.99965792   +0 27 00.6
 GF0670
 GF0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0670!SPC AR N     -   0.99992280  x   0.99999010  =   0.99991290
 GF0670!UTM  15      -   0.99992280  x   0.99965792  =   0.99958075
 GF0670
 GF0670:                Primary Azimuth Mark                     Grid Az
 GF0670:SPC AR N     -  SUGAR LOAF MOUNTAIN LOT                  148 17 15.9
 GF0670:UTM  15      -  SUGAR LOAF MOUNTAIN LOT                  147 41 57.8
 GF0670
 GF0670|---------------------------------------------------------------------|
 GF0670| PID    Reference Object                     Distance      Geod. Az  |
 GF0670|                                                           dddmmss.s |
 GF0670| GF0667 SUGAR LOAF MOUNTAIN LOT             APPROX.12.7 KM 1480858.4 |
 GF0670| CI2615 NAKED JOE RM 1                        8.521 METERS 15123     |
 GF0670| CI2616 NAKED JOE RM 2                        8.363 METERS 23444     |
 GF0670|---------------------------------------------------------------------|
 GF0670
 GF0670                          SUPERSEDED SURVEY CONTROL
 GF0670
 GF0670  NAD 83(1986)-  36 10 52.07987(N)    092 14 14.97726(W) AD(       ) 3
 GF0670  NAD 27      -  36 10 51.83300(N)    092 14 14.41000(W) AD(       ) 3
 GF0670
 GF0670.Superseded values are not recommended for survey control.
 GF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0670.See file dsdata.txt to determine how the superseded data were derived.
 GF0670
 GF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6856604308(NAD 83)
 GF0670_MARKER: DS = TRIANGULATION STATION DISK
 GF0670_SETTING: 66 = SET IN ROCK OUTCROP
 GF0670
 GF0670  HISTORY     - Date     Condition        Report By
 GF0670  HISTORY     - 1953     MONUMENTED       CGS
 GF0670  HISTORY     - 1965     GOOD             CGS
 GF0670
 GF0670                          STATION DESCRIPTION
 GF0670
 GF0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0670'THE STATION IS IN SECTION 35, T 18 N., R 12 W, ON THE HIGHEST
 GF0670'POINT OF A PROMINENT KNOB KNOWN LOCALLY AS NAKED JOE, AND ABOUT
 GF0670'2.75 MILES EAST AND 2 MILES SOUTH OF NORFORK AND 0.5 MILE
 GF0670'NORTHWEST OF OLD JOE POST OFFICE.
 GF0670'
 GF0670'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NORFORK, GO
 GF0670'SOUTHEASTERLY ON STATE HIGHWAY 5 FOR 4.15 MILES TO A GRADED ROAD
 GF0670'LEADING SHARP RIGHT, CONTINUE ON THE HIGHWAY FOR 0.1 MILE TO
 GF0670'THE END OF TRUCK TRAVEL.  PACK SOUTHWESTERLY UP ROCKY SLOPE OF
 GF0670'HILL FOR ABOUT 25 MINUTES TO THE TOP AND STATION.
 GF0670'
 GF0670'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILLED
 GF0670'HOLE IN OUTCROPPING BEDROCK.  THE ROCK PROJECTS ABOUT 4 INCHES
 GF0670'AND THE DISK IS STAMPED NAKED JOE 1953.
 GF0670'
 GF0670'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILLED
 GF0670'HOLE IN OUTCROPPING BEDROCK.  THE ROCK PROJECTS ABOUT 3 INCHES
 GF0670'AND THE DISK IS STAMPED NAKED JOE NO 1 1953.
 GF0670'
 GF0670'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILLED
 GF0670'HOLE IN OUTCROPPING BEDROCK.  THE ROCK PROJECTS ABOUT 4 INCHES
 GF0670'AND THE DISK IS STAMPED NAKED JOE NO 2 1953.
 GF0670'
 GF0670'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISHED AN AZIMUTH MARK.
 GF0670'
 GF0670'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0670
 GF0670                          STATION RECOVERY (1965)
 GF0670
 GF0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0670'STATION RECOVERED AS DESCRIBED AND MARKS ARE IN GOOD CONDITION.
 GF0670'THE STATION MARK DISK PROJECTS ABOUT 1/4 INCH FROM THE OUTCROPPING
 GF0670'ROCK BUT IT IS SOLID.
 GF0670'
 GF0670'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 GF0670'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1893 ***********************************************************************
 EJ1893  DESIGNATION -  NANCE
 EJ1893  PID         -  EJ1893
 EJ1893  STATE/COUNTY-  AR/SALINE
 EJ1893  USGS QUAD   -  LONSDALE (1984)
 EJ1893
 EJ1893                         *CURRENT SURVEY CONTROL
 EJ1893  ___________________________________________________________________
 EJ1893* NAD 83(1997)-  34 32 56.97477(N)    092 45 53.20673(W)     ADJUSTED  
 EJ1893* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 EJ1893  ___________________________________________________________________
 EJ1893  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 EJ1893  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EJ1893
 EJ1893  HORZ ORDER  -  THIRD
 EJ1893
 EJ1893.The horizontal coordinates were established by classical geodetic methods
 EJ1893.and adjusted by the National Geodetic Survey in September 1999..
 EJ1893
 EJ1893.The orthometric height was scaled from a topographic map.
 EJ1893
 EJ1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1893
 EJ1893.The geoid height was determined by GEOID03.
 EJ1893
 EJ1893;                    North         East     Units Scale Factor Converg.
 EJ1893;SPC AR S     -   609,057.615   329,807.457   MT  0.99995872   -0 25 40.9
 EJ1893;SPC AR S     - 1,998,216.53  1,082,043.30   sFT  0.99995872   -0 25 40.9
 EJ1893;UTM  15      - 3,823,073.564   521,581.330   MT  0.99960574   +0 08 00.2
 EJ1893
 EJ1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1893!SPC AR S     -   0.99998032  x   0.99995872  =   0.99993904
 EJ1893!UTM  15      -   0.99998032  x   0.99960574  =   0.99958607
 EJ1893
 EJ1893:                Primary Azimuth Mark                     Grid Az
 EJ1893:SPC AR S     -  ARKANSAS FORESTRY COMM LOT 55            225 02 16.5
 EJ1893:UTM  15      -  ARKANSAS FORESTRY COMM LOT 55            224 28 35.4
 EJ1893
 EJ1893|---------------------------------------------------------------------|
 EJ1893| PID    Reference Object                     Distance      Geod. Az  |
 EJ1893|                                                           dddmmss.s |
 EJ1893| EJ1894 ARKANSAS FORESTRY COMM LOT 55       APPROX. 7.5 KM 2243635.6 |
 EJ1893| CY7022 NANCE RM 1                            9.040 METERS 23647     |
 EJ1893| CY7023 NANCE RM 2                            8.780 METERS 34125     |
 EJ1893|---------------------------------------------------------------------|
 EJ1893
 EJ1893                          SUPERSEDED SURVEY CONTROL
 EJ1893
 EJ1893  NAD 83(1986)-  34 32 56.98633(N)    092 45 53.19772(W) AD(       ) 3
 EJ1893  NAD 27      -  34 32 56.65083(N)    092 45 52.60228(W) AD(       ) 3
 EJ1893
 EJ1893.Superseded values are not recommended for survey control.
 EJ1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1893.See file dsdata.txt to determine how the superseded data were derived.
 EJ1893
 EJ1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2158123074(NAD 83)
 EJ1893_MARKER: DS = TRIANGULATION STATION DISK
 EJ1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1893
 EJ1893  HISTORY     - Date     Condition        Report By
 EJ1893  HISTORY     - 1963     MONUMENTED       CGS
 EJ1893  HISTORY     - 19980425 GOOD             USPSQD
 EJ1893
 EJ1893                          STATION DESCRIPTION
 EJ1893
 EJ1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1893'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 70,
 EJ1893'ABOUT 10 MILES WEST-SOUTHWEST OF BENTON, ABOUT 1/2 MILE EAST
 EJ1893'OF THE TOWN SITE OF NANCE, ABOUT 1 MILE EAST OF THE RURAL DALE
 EJ1893'SCHOOL, IN THE SOUTH CENTER OF SEC. 18, T. 2 S., R. 16 W., AND ON
 EJ1893'HIGHWAY RIGHT-OF-WAY PROPERTY.  IT IS 68 FEET NORTH OF THE
 EJ1893'CENTERLINE OF U.S. HIGHWAY 70, 46 FEET SOUTHEAST OF A WITNESS
 EJ1893'POST AND A T-FENCE CORNER, 40 FEET SOUTH OF A POWER POLE,
 EJ1893'16 FEET NORTH OF A CUT BANK, AND 12 FEET SOUTHEAST OF THE
 EJ1893'CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH AND THE
 EJ1893'DISK IS STAMPED NANCE 1963.
 EJ1893'
 EJ1893'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70, 270 AND INTERSTATE
 EJ1893'30, ABOUT 3 MILES SOUTHWEST OF BENTON, GO WEST ON U.S. HIGHWAY 70
 EJ1893'AND INTERSTATE 30 FOR 2.8 MILES TO THE JUNCTION OF U.S. HIGHWAY 70
 EJ1893'AND INTERSTATE 30 (UNDER CONSTRUCTION).  CONTINUE WEST ON U.S.
 EJ1893'HIGHWAY 70 FOR 5.6 MILES TO A DRIVEWAY ON THE RIGHT.  TURN
 EJ1893'RIGHT AND GO NORTH AND WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE
 EJ1893'HOME OF MRS. ELLA HOLLOWOA ON THE RIGHT AND THE STATION ON THE
 EJ1893'LEFT.
 EJ1893'
 EJ1893'REFERENCE MARK 1 IS 65 FEET SOUTHWEST OF THE POWER POLE,
 EJ1893'64 FEET SOUTHWEST OF THE WITNESS POST, AND THE T-FENCE CORNER,
 EJ1893'51 FOOT NORTH OF THE CENTERLINE OF U.S. HIGHWAY 70, 21 FEET
 EJ1893'SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY, AND 3 FEET NORTH
 EJ1893'OF THE CUT BANK.  THE MONUMENT IS FLUSH AND THE DISK IS
 EJ1893'STAMPED NANCE NO 1 1963.
 EJ1893'
 EJ1893'REFERENCE MARK 2 IS 20 FEET SOUTHWEST OF THE POWER POLE,
 EJ1893'18 FEET SOUTH OF THE WITNESS POST, AND THE T-FENCE CORNER,
 EJ1893'AND 16 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY.  THE
 EJ1893'MONUMENT IS FLUSH AND THE DISK IS STAMPED NANCE NO 2 1963.
 EJ1893'
 EJ1893'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EJ1893
 EJ1893                          STATION RECOVERY (1998)
 EJ1893
 EJ1893'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2011 ***********************************************************************
 EJ2011  DESIGNATION -  NARROW
 EJ2011  PID         -  EJ2011
 EJ2011  STATE/COUNTY-  AR/PIKE
 EJ2011  USGS QUAD   -  NARROWS DAM (1969)
 EJ2011
 EJ2011                         *CURRENT SURVEY CONTROL
 EJ2011  ___________________________________________________________________
 EJ2011* NAD 83(1997)-  34 08 48.77526(N)    093 43 07.73520(W)     ADJUSTED  
 EJ2011* NAVD 88     -       214.7    (meters)     704.     (feet)  VERTCON   
 EJ2011  ___________________________________________________________________
 EJ2011  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 EJ2011  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EJ2011
 EJ2011  HORZ ORDER  -  THIRD
 EJ2011
 EJ2011.The horizontal coordinates were established by classical geodetic methods
 EJ2011.and adjusted by the National Geodetic Survey in September 1999..
 EJ2011
 EJ2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2011
 EJ2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2011
 EJ2011.The geoid height was determined by GEOID03.
 EJ2011
 EJ2011;                    North         East     Units Scale Factor Converg.
 EJ2011;SPC AR S     -   565,504.807   241,501.513   MT  0.99992039   -0 57 43.2
 EJ2011;SPC AR S     - 1,855,327.02    792,326.21   sFT  0.99992039   -0 57 43.2
 EJ2011;UTM  15      - 3,778,675.497   433,732.786   MT  0.99965413   -0 24 12.6
 EJ2011
 EJ2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2011!SPC AR S     -   0.99997061  x   0.99992039  =   0.99989100
 EJ2011!UTM  15      -   0.99997061  x   0.99965413  =   0.99962475
 EJ2011
 EJ2011:                Primary Azimuth Mark                     Grid Az
 EJ2011:SPC AR S     -  NARROW AZ MK                             056 15 22.8
 EJ2011:UTM  15      -  NARROW AZ MK                             055 41 52.2
 EJ2011
 EJ2011|---------------------------------------------------------------------|
 EJ2011| PID    Reference Object                     Distance      Geod. Az  |
 EJ2011|                                                           dddmmss.s |
 EJ2011| CX6822 NARROW AZ MK                                       0551739.6 |
 EJ2011| CX6823 NARROW RM 1                           7.723 METERS 12514     |
 EJ2011| CX6824 NARROW RM 2                          11.696 METERS 19911     |
 EJ2011|---------------------------------------------------------------------|
 EJ2011
 EJ2011                          SUPERSEDED SURVEY CONTROL
 EJ2011
 EJ2011  NAD 83(1997)-  34 08 48.78335(N)    093 43 07.73070(W) AD(       ) 3
 EJ2011  NAD 83(1986)-  34 08 48.78431(N)    093 43 07.72657(W) AD(       ) 3
 EJ2011  NAD 27      -  34 08 48.42660(N)    093 43 07.08180(W) AD(       ) 3
 EJ2011  NGVD 29 (07/19/86)  214.7    (m)          704.     (f) VERT ANG       
 EJ2011
 EJ2011.Superseded values are not recommended for survey control.
 EJ2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2011.See file dsdata.txt to determine how the superseded data were derived.
 EJ2011
 EJ2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3373378675(NAD 83)
 EJ2011_MARKER: DS = TRIANGULATION STATION DISK
 EJ2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2011
 EJ2011  HISTORY     - Date     Condition        Report By
 EJ2011  HISTORY     - 1957     MONUMENTED       CGS
 EJ2011  HISTORY     - 1963     GOOD             CGS
 EJ2011  HISTORY     - 19690420 GOOD             USGS
 EJ2011
 EJ2011                          STATION DESCRIPTION
 EJ2011
 EJ2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2011'THE STATION IS ABOUT 7 MILES NORTHWEST OF MURFREESBORO, ABOUT
 EJ2011'1/4 MILE WEST OF THE NARROWS DAM, 80 YARDS SOUTHEAST OF A
 EJ2011'RADIO MAST, 27 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 EJ2011'18 FEET EAST OF A TREE WITH A TRIANGLE BLAZE AND 8 FEET
 EJ2011'EAST-NORTHEAST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS
 EJ2011'STAMPED NARROW 1957.
 EJ2011'
 EJ2011'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE CENTER OF THE
 EJ2011'GRAVELED ROAD, 6 INCHES NORTHWEST OF A CAIRN AND 1 FOOT
 EJ2011'BELOW STATION ELEVATION.  THE BOULDER IS FLUSH AND THE DISK
 EJ2011'IS STAMPED NARROW NO 1 1957.
 EJ2011'
 EJ2011'REFERENCE MARK NO. 2 IS 11 FEET SOUTHWEST OF THE CENTER OF THE
 EJ2011'GRAVELED ROAD AND 6 INCHES NORTHEAST OF A CAIRN.  THE BOULDER
 EJ2011'IS FLUSH AND THE DISK IS STAMPED NARROW NO 2 1957.
 EJ2011'
 EJ2011'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 39.69 FEET.
 EJ2011'
 EJ2011'THE AZIMUTH MARK IS 60 FEET NORTH OF THE CENTER OF A MACADAM
 EJ2011'ROAD, 55 FEET EAST OF THE CENTER OF A MACADAM ROAD AND 27
 EJ2011'FEET NORTH EAST OF A LARGE SIGN.  THE BOULDER PROJECTS 3 INCHES
 EJ2011'AND THE DISK IS STAMPED NARROW 1957.
 EJ2011'
 EJ2011'TO REACH THE STATION FROM THE POST OFFICE IN MURFREESBORO GO
 EJ2011'NORTH ON STATE HIGHWAY 27 FOR 0.55 MILE TO THE JUNCTION WITH
 EJ2011'STATE HIGHWAY 19.  TURN LEFT AND GO WEST AND NORTHWEST ON STATE
 EJ2011'HIGHWAY 19 FOR 6.1 MILES TO THE DAM AND THE BRIDGE ACROSS THE
 EJ2011'LITTLE MISSOURI RIVER.  PASS OVER THE BRIDGE AND GO 0.2 MILE TO
 EJ2011'A FORK, TAKE RIGHT FORK AND GO 0.1 MILE TO A FORK, TAKE LEFT
 EJ2011'FORK AND GO 0.45 MILE TO THE TOP OF THE HILL AND A T ROAD LEFT,
 EJ2011'TURN SHARP LEFT AND GO NORTHWEST FOR 0.1 MILE TO THE STATION
 EJ2011'ON THE RIGHT.
 EJ2011'
 EJ2011'TO REACH THE AZIMUTH MARK FROM THE BRIDGE OVER THE LITTLE MISSOURI
 EJ2011'RIVER GO SOUTHEAST ON STATE HIGHWAY 19 FOR 0.4 MILE TO A
 EJ2011'MACADAM ROAD ON THE LEFT, TURN LEFT AND FOLLOW MACADAM ROAD
 EJ2011'NORTHERLY FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EJ2011
 EJ2011                          STATION RECOVERY (1963)
 EJ2011
 EJ2011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 EJ2011'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EJ2011'TO REACH THE STATION FROM MURFREESBORO, FROM THE POST OFFICE,
 EJ2011'GO NORTH ON STATE HIGHWAY 27 FOR 0.55 MILE TO JUNCTION WITH
 EJ2011'STATE HIGHWAY 19, TURN LEFT AND GO WEST AND NORTHWEST ON
 EJ2011'HIGHWAY 19 FOR 6.1 MILES TO EAST END OF BRIDGE AT DAM OVER
 EJ2011'THE LITTLE MISSOURI RIVER, TURN LEFT ACROSS BRIDGE AND FOLLOW
 EJ2011'HIGHWAY FOR 0.9 MILE TO A SIDE ROAD LEFT NEAR TOP OF HILL AND
 EJ2011'END OF BLACK-TOP, TURN LEFT AND FOLLOW GRAVELED ROAD SOUTHEAST
 EJ2011'FOR ABOUT 0.2 MILE TO STATION ON LEFT.
 EJ2011'
 EJ2011'THE AZIMUTH MARK RECOVERED AS ORIGINALLY DESCRIBED.
 EJ2011
 EJ2011                          STATION RECOVERY (1969)
 EJ2011
 EJ2011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ2011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2012 ***********************************************************************
 EJ2012  DESIGNATION -  NARROWS DAM RADIO MAST
 EJ2012  PID         -  EJ2012
 EJ2012  STATE/COUNTY-  AR/PIKE
 EJ2012  USGS QUAD   -  NARROWS DAM (1969)
 EJ2012
 EJ2012                         *CURRENT SURVEY CONTROL
 EJ2012  ___________________________________________________________________
 EJ2012* NAD 83(1997)-  34 08 50.54961(N)    093 43 10.00126(W)     ADJUSTED  
 EJ2012* NAVD 88     -                                                        
 EJ2012  ___________________________________________________________________
 EJ2012  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 EJ2012  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EJ2012
 EJ2012  HORZ ORDER  -  THIRD
 EJ2012
 EJ2012.The horizontal coordinates were established by classical geodetic methods
 EJ2012.and adjusted by the National Geodetic Survey in September 1999..
 EJ2012
 EJ2012
 EJ2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2012
 EJ2012.The geoid height was determined by GEOID03.
 EJ2012
 EJ2012;                    North         East     Units Scale Factor Converg.
 EJ2012;SPC AR S     -   565,560.442   241,444.392   MT  0.99992040   -0 57 44.5
 EJ2012;SPC AR S     - 1,855,509.55    792,138.81   sFT  0.99992040   -0 57 44.5
 EJ2012;UTM  15      - 3,778,730.558   433,675.140   MT  0.99965422   -0 24 13.9
 EJ2012
 EJ2012                          SUPERSEDED SURVEY CONTROL
 EJ2012
 EJ2012  NAD 83(1997)-  34 08 50.55725(N)    093 43 09.99650(W) AD(       ) 4
 EJ2012  NAD 83(1986)-  34 08 50.55894(N)    093 43 09.99260(W) AD(       ) 4
 EJ2012  NAD 27      -  34 08 50.18500(N)    093 43 09.33600(W) AD(       ) 3
 EJ2012
 EJ2012.Superseded values are not recommended for survey control.
 EJ2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2012.See file dsdata.txt to determine how the superseded data were derived.
 EJ2012
 EJ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3367578731(NAD 83)
 EJ2012_MARKER: 42 = RADIO/TV MAST
 EJ2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ2012+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 EJ2012
 EJ2012  HISTORY     - Date     Condition        Report By
 EJ2012  HISTORY     - 1957     FIRST OBSERVED   CGS
 EJ2012  HISTORY     - 20040923 GOOD             USPSQD
 EJ2012
 EJ2012                          STATION DESCRIPTION
 EJ2012
 EJ2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2012'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MURFREESBORO
 EJ2012'AND 0.3 MILE WEST OF THE NARROWS DAM ON A HIGH WOODED HILL.
 EJ2012'
 EJ2012'THE MAST IS PAINTED ALTERNATELY RED AND WHITE IN COLOR AND
 EJ2012'IS 201 FEET HIGH.  THE RED LIGHT AT THE TOP WAS THE POINT
 EJ2012'INTERSECTED.
 EJ2012'
 EJ2012'TO REACH FROM THE POST OFFICE IN MURFREESBORO GO NORTH ON
 EJ2012'STATE HIGHWAYS 27 AND 19 FOR 0.55 MILE TO THEIR JUNCTION,
 EJ2012'TURN LEFT, ON STATE HIGHWAY 19 AND GO 6.1 MILES TO THE NARROWS
 EJ2012'DAM ON THE LITTLE MISSOURI RIVER, TURN LEFT, CROSS THE RIVER
 EJ2012'AND GO 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.1
 EJ2012'MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.45 MILE TO THE
 EJ2012'TOP OF THE HILL AND A T-ROAD LEFT, TURN LEFT, AND GO 0.1
 EJ2012'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EJ2012
 EJ2012                          STATION RECOVERY (2004)
 EJ2012
 EJ2012'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 EJ2012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1092 ***********************************************************************
 DL1092  DESIGNATION -  NASHVILLE
 DL1092  PID         -  DL1092
 DL1092  STATE/COUNTY-  AR/HOWARD
 DL1092  USGS QUAD   -  NASHVILLE (1951)
 DL1092
 DL1092                         *CURRENT SURVEY CONTROL
 DL1092  ___________________________________________________________________
 DL1092* NAD 83(1986)-  33 56 52.     (N)    093 50 50.     (W)     SCALED    
 DL1092* NAVD 88     -       115.655  (meters)     379.44   (feet)  ADJUSTED  
 DL1092  ___________________________________________________________________
 DL1092  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DL1092  DYNAMIC HT  -         115.537 (meters)     379.06  (feet)  COMP
 DL1092  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 DL1092
 DL1092  VERT ORDER  -  SECOND    CLASS 0
 DL1092
 DL1092.The horizontal coordinates were scaled from a topographic map and have
 DL1092.an estimated accuracy of +/- 6 seconds.
 DL1092
 DL1092.The orthometric height was determined by differential leveling
 DL1092.and adjusted by the National Geodetic Survey in June 1991..
 DL1092
 DL1092.The geoid height was determined by GEOID03.
 DL1092
 DL1092.The dynamic height is computed by dividing the NAVD 88
 DL1092.geopotential number by the normal gravity value computed on the
 DL1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1092.degrees latitude (g = 980.6199 gals.).
 DL1092
 DL1092.The modeled gravity was interpolated from observed gravity values.
 DL1092
 DL1092;                    North         East    Units  Estimated Accuracy
 DL1092;SPC AR S     -   543,630.      229,260.      MT  (+/- 180 meters Scaled)
 DL1092
 DL1092                          SUPERSEDED SURVEY CONTROL
 DL1092
 DL1092  NGVD 29 (??/??/92)  115.658  (m)          379.45   (f) ADJ UNCH    2 0
 DL1092
 DL1092.Superseded values are not recommended for survey control.
 DL1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1092.See file dsdata.txt to determine how the superseded data were derived.
 DL1092
 DL1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT217566(NAD 83)
 DL1092_MARKER: DB = BENCH MARK DISK
 DL1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1092_SP_SET: BUILDING
 DL1092_STAMPING: NASHVILLE 1934
 DL1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1092
 DL1092  HISTORY     - Date     Condition        Report By
 DL1092  HISTORY     - 1934     MONUMENTED       CGS
 DL1092  HISTORY     - 1962     MARK NOT FOUND   NGS
 DL1092
 DL1092                          STATION DESCRIPTION
 DL1092
 DL1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1092'IN NASHVILLE.
 DL1092'AT NASHVILLE, HOWARD COUNTY, IN THE NORTH SIDE OF THE CITY HALL, 2
 DL1092'FEET EAST OF THE NORTHWEST CORNER, AND 4.5 FEET ABOVE GROUND.  A
 DL1092'STANDARD DISK, STAMPED NASHVILLE 1934 AND SET VERTICALLY.  NOTE-- THIS
 DL1092'MARK HAS EVIDENTLY BEEN DESTROYED AS IT WAS REPORTED LOCALLY THAT THE
 DL1092'CITY HALL, DESCRIBED IN 1934, HAS BEEN TORN DOWN AND REPLACED BY THE
 DL1092'PRESENT BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1580 ***********************************************************************
 DL1580  DESIGNATION -  NASHVILLE MUNICIPAL TANK
 DL1580  PID         -  DL1580
 DL1580  STATE/COUNTY-  AR/HOWARD
 DL1580  USGS QUAD   -  NASHVILLE (1951)
 DL1580
 DL1580                         *CURRENT SURVEY CONTROL
 DL1580  ___________________________________________________________________
 DL1580* NAD 83(1997)-  33 56 38.71961(N)    093 51 00.71286(W)     ADJUSTED  
 DL1580* NAVD 88     -                                                        
 DL1580  ___________________________________________________________________
 DL1580  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DL1580  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DL1580
 DL1580  HORZ ORDER  -  THIRD
 DL1580
 DL1580.The horizontal coordinates were established by classical geodetic methods
 DL1580.and adjusted by the National Geodetic Survey in September 1999..
 DL1580
 DL1580
 DL1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1580
 DL1580.The geoid height was determined by GEOID03.
 DL1580
 DL1580;                    North         East     Units Scale Factor Converg.
 DL1580;SPC AR S     -   543,227.018   228,980.989   MT  0.99991971   -1 02 07.9
 DL1580;SPC AR S     - 1,782,237.31    751,248.46   sFT  0.99991971   -1 02 07.9
 DL1580;UTM  15      - 3,756,282.185   421,433.559   MT  0.99967609   -0 28 29.1
 DL1580
 DL1580                          SUPERSEDED SURVEY CONTROL
 DL1580
 DL1580  NAD 83(1997)-  33 56 38.72627(N)    093 51 00.70842(W) AD(       ) 4
 DL1580  NAD 83(1997)-  33 56 38.72622(N)    093 51 00.70832(W) AD(       ) 4
 DL1580  NAD 83(1986)-  33 56 38.72831(N)    093 51 00.70390(W) AD(       ) 4
 DL1580  NAD 27      -  33 56 38.31900(N)    093 51 00.03600(W) AD(       ) 3
 DL1580
 DL1580.Superseded values are not recommended for survey control.
 DL1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1580.See file dsdata.txt to determine how the superseded data were derived.
 DL1580
 DL1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2143456282(NAD 83)
 DL1580_MARKER: 53 = ELEVATED TANK
 DL1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1580+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 DL1580
 DL1580  HISTORY     - Date     Condition        Report By
 DL1580  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1580  HISTORY     - 1951     GOOD             CGS
 DL1580  HISTORY     - 1957     GOOD             CGS
 DL1580  HISTORY     - 20040923 GOOD             USPSQD
 DL1580
 DL1580                          STATION DESCRIPTION
 DL1580
 DL1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1580'THIS INTERSECTION STATION IS LOCATED ABOUT 2-1/2 BLOCKS W
 DL1580'OF THE MAIN STREET IN NASHVILLE, IN THE W PART OF TOWN AND
 DL1580'ABOUT 2-1/2 BLOCKS WNW OF THE NASHVILLE DRUG COMPANY.
 DL1580'
 DL1580'THE TANK AND FOUR LEG TRUSSWORK SUPPORTING TOWER ARE BUILT
 DL1580'OF STEEL, PAINTED SILVER AND ARE ABOUT 125 FEET HIGH.  IT
 DL1580'WAS BUILT IN 1929.
 DL1580'
 DL1580'THE POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF
 DL1580'OF THE TANK.
 DL1580
 DL1580                          STATION RECOVERY (1951)
 DL1580
 DL1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1580'STATION RECOVERED AND FOUND AS DESCRIBED.  THE ORIGINAL
 DL1580'DESCRIPTION IS ADEQUATE.
 DL1580
 DL1580                          STATION RECOVERY (1957)
 DL1580
 DL1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1580'THE TANK IS LOCATED NEAR THE CENTER OF NASHVILLE, 200 FEET
 DL1580'EAST OF THE CENTER OF 4TH STREET AND 170 FEET SOUTH OF THE
 DL1580'CENTER OF W CLARK STREET.
 DL1580'
 DL1580'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, PAINTED
 DL1580'SILVER IN COLOR AND 105 FEET HIGH.  THE TOP AND CENTER WAS
 DL1580'INTERSECTED.
 DL1580'
 DL1580'TO REACH FROM THE POST OFFICE IN NASHVILLE GO SOUTH FOR 1 BLOCK,
 DL1580'TURN RIGHT, WEST, AND GO 0.15 MILE TO THE STATION ON THE LEFT
 DL1580'AS DESCRIBED.
 DL1580'
 DL1580'PROBABLY THE SAME AS LOCATED IN 1941.
 DL1580
 DL1580                          STATION RECOVERY (2004)
 DL1580
 DL1580'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 DL1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1394 ***********************************************************************
 DL1394  DESIGNATION -  NAVAL ORDNANCE DEPOT TANK 114
 DL1394  PID         -  DL1394
 DL1394  STATE/COUNTY-  AR/CALHOUN
 DL1394  USGS QUAD   -  EAST CAMDEN (1985)
 DL1394
 DL1394                         *CURRENT SURVEY CONTROL
 DL1394  ___________________________________________________________________
 DL1394* NAD 83(1997)-  33 36 47.90533(N)    092 40 55.04649(W)     ADJUSTED  
 DL1394* NAVD 88     -                                                        
 DL1394  ___________________________________________________________________
 DL1394  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DL1394  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DL1394
 DL1394  HORZ ORDER  -  THIRD
 DL1394
 DL1394.The horizontal coordinates were established by classical geodetic methods
 DL1394.and adjusted by the National Geodetic Survey in September 1999..
 DL1394
 DL1394
 DL1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1394
 DL1394.The geoid height was determined by GEOID03.
 DL1394
 DL1394;                    North         East     Units Scale Factor Converg.
 DL1394;SPC AR S     -   505,205.096   336,717.400   MT  0.99994531   -0 22 54.1
 DL1394;SPC AR S     - 1,657,493.72  1,104,713.67   sFT  0.99994531   -0 22 54.1
 DL1394;UTM  15      - 3,719,326.906   529,503.024   MT  0.99961073   +0 10 33.8
 DL1394
 DL1394                          SUPERSEDED SURVEY CONTROL
 DL1394
 DL1394  NAD 83(1997)-  33 36 47.91436(N)    092 40 55.03915(W) AD(       ) 4
 DL1394  NAD 83(1986)-  33 36 47.91670(N)    092 40 55.03921(W) AD(       ) 4
 DL1394  NAD 27      -  33 36 47.51400(N)    092 40 54.46300(W) AD(       ) 3
 DL1394
 DL1394.Superseded values are not recommended for survey control.
 DL1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1394.See file dsdata.txt to determine how the superseded data were derived.
 DL1394
 DL1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2950319327(NAD 83)
 DL1394_MARKER: 53 = ELEVATED TANK
 DL1394
 DL1394  HISTORY     - Date     Condition        Report By
 DL1394  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1394
 DL1394                          STATION DESCRIPTION
 DL1394
 DL1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1394'THE STATION IS LOCATED ON THE GROUNDS OF THE NAVAL ORDNANCE
 DL1394'DEPOT, SHUMAKER, ARKANSAS, ON THE EAST SIDE OF BYRNES ROAD
 DL1394'AND 0.15 MILE NORTH-NORTHEAST OF THE JUNCTION OF BYRNES AND
 DL1394'WALTON ROADS.  IT IS AN ELEVATED WATER TANK 166-1/2 FEET HIGH
 DL1394'HAVING A CAPACITY OF 100,000 GALONS.  THE POINT INTERSECTED WAS
 DL1394'THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1396 ***********************************************************************
 DL1396  DESIGNATION -  NAVAL ORDNANCE DEPOT TANK 117
 DL1396  PID         -  DL1396
 DL1396  STATE/COUNTY-  AR/CALHOUN
 DL1396  USGS QUAD   -  EAGLE MILLS (1985)
 DL1396
 DL1396                         *CURRENT SURVEY CONTROL
 DL1396  ___________________________________________________________________
 DL1396* NAD 83(1997)-  33 39 10.28615(N)    092 40 40.41676(W)     ADJUSTED  
 DL1396* NAVD 88     -                                                        
 DL1396  ___________________________________________________________________
 DL1396  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 DL1396  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DL1396
 DL1396  HORZ ORDER  -  THIRD
 DL1396
 DL1396.The horizontal coordinates were established by classical geodetic methods
 DL1396.and adjusted by the National Geodetic Survey in September 1999..
 DL1396
 DL1396
 DL1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1396
 DL1396.The geoid height was determined by GEOID03.
 DL1396
 DL1396;                    North         East     Units Scale Factor Converg.
 DL1396;SPC AR S     -   509,588.989   337,123.545   MT  0.99994051   -0 22 45.9
 DL1396;SPC AR S     - 1,671,876.54  1,106,046.16   sFT  0.99994051   -0 22 45.9
 DL1396;UTM  15      - 3,723,713.088   529,866.348   MT  0.99961100   +0 10 42.6
 DL1396
 DL1396                          SUPERSEDED SURVEY CONTROL
 DL1396
 DL1396  NAD 83(1997)-  33 39 10.29525(N)    092 40 40.40924(W) AD(       ) 4
 DL1396  NAD 83(1986)-  33 39 10.29741(N)    092 40 40.40936(W) AD(       ) 4
 DL1396  NAD 27      -  33 39 09.89900(N)    092 40 39.83100(W) AD(       ) 3
 DL1396
 DL1396.Superseded values are not recommended for survey control.
 DL1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1396.See file dsdata.txt to determine how the superseded data were derived.
 DL1396
 DL1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2986623713(NAD 83)
 DL1396_MARKER: 53 = ELEVATED TANK
 DL1396
 DL1396  HISTORY     - Date     Condition        Report By
 DL1396  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1396
 DL1396                          STATION DESCRIPTION
 DL1396
 DL1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1396'THE STATION IS LOCATED ON THE GROUNDS OF THE NAVAL ORDNANCE
 DL1396'DEPOT, SHUMAKER, ARKANSAS, ON THE SOUTH SIDE OF SAWYER ROAD
 DL1396'AND 1/2 MILE EAST-NORTHEAST OF THE JUNCTION OF BYRNES AND SAWYER
 DL1396'ROADS.  IT IS AN ELEVATED WATER TANK 153-1/2 FEET HIGH AND
 DL1396'HAVING A CAPACITY OF 100,000 GALLONS.  THE POINT INTERSECTED
 DL1396'WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1398 ***********************************************************************
 DL1398  DESIGNATION -  NAVAL ORDNANCE DEPOT TANK 115
 DL1398  PID         -  DL1398
 DL1398  STATE/COUNTY-  AR/CALHOUN
 DL1398  USGS QUAD   -  EAGLE MILLS (1985)
 DL1398
 DL1398                         *CURRENT SURVEY CONTROL
 DL1398  ___________________________________________________________________
 DL1398* NAD 83(1997)-  33 38 24.32482(N)    092 38 28.47303(W)     ADJUSTED  
 DL1398* NAVD 88     -                                                        
 DL1398  ___________________________________________________________________
 DL1398  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DL1398  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DL1398
 DL1398  HORZ ORDER  -  THIRD
 DL1398
 DL1398.The horizontal coordinates were established by classical geodetic methods
 DL1398.and adjusted by the National Geodetic Survey in September 1999..
 DL1398
 DL1398
 DL1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1398
 DL1398.The geoid height was determined by GEOID03.
 DL1398
 DL1398;                    North         East     Units Scale Factor Converg.
 DL1398;SPC AR S     -   508,151.128   340,514.112   MT  0.99994200   -0 21 32.0
 DL1398;SPC AR S     - 1,667,159.16  1,117,170.05   sFT  0.99994200   -0 21 32.0
 DL1398;UTM  15      - 3,722,308.765   533,269.632   MT  0.99961365   +0 11 55.5
 DL1398
 DL1398                          SUPERSEDED SURVEY CONTROL
 DL1398
 DL1398  NAD 83(1997)-  33 38 24.33413(N)    092 38 28.46562(W) AD(       ) 4
 DL1398  NAD 83(1986)-  33 38 24.33623(N)    092 38 28.46583(W) AD(       ) 4
 DL1398  NAD 27      -  33 38 23.93400(N)    092 38 27.89200(W) AD(       ) 3
 DL1398
 DL1398.Superseded values are not recommended for survey control.
 DL1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1398.See file dsdata.txt to determine how the superseded data were derived.
 DL1398
 DL1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3327022309(NAD 83)
 DL1398_MARKER: 53 = ELEVATED TANK
 DL1398
 DL1398  HISTORY     - Date     Condition        Report By
 DL1398  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1398
 DL1398                          STATION DESCRIPTION
 DL1398
 DL1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1398'THE STATION IS LOCATED ON THE GROUNDS OF THE NAVAL ORDNANCE
 DL1398'DEPOT, SHUMAKER, ARKANSAS, ON THE WEST SIDE OF LEWIS ROAD AND
 DL1398'0.2 MILE SOUTH-SOUTHEAST OF THE JUNCTION OF HUDDLE AND LEWIS
 DL1398'ROADS.  IT IS AN ELEVATED WATER TANK 129.2 FEET HIGH AND HAVING A
 DL1398'CAPACITY OF 150,000 GALLONS.  THE POINT INTERSECTED WAS THE
 DL1398'APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1399 ***********************************************************************
 DL1399  DESIGNATION -  NAVAL ORDNANCE DEPOT TANK 116
 DL1399  PID         -  DL1399
 DL1399  STATE/COUNTY-  AR/CALHOUN
 DL1399  USGS QUAD   -  EAGLE MILLS (1985)
 DL1399
 DL1399                         *CURRENT SURVEY CONTROL
 DL1399  ___________________________________________________________________
 DL1399* NAD 83(1997)-  33 38 03.36852(N)    092 42 54.36158(W)     ADJUSTED  
 DL1399* NAVD 88     -                                                        
 DL1399  ___________________________________________________________________
 DL1399  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DL1399  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL1399
 DL1399  HORZ ORDER  -  THIRD
 DL1399
 DL1399.The horizontal coordinates were established by classical geodetic methods
 DL1399.and adjusted by the National Geodetic Survey in September 1999..
 DL1399
 DL1399
 DL1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1399
 DL1399.The geoid height was determined by GEOID03.
 DL1399
 DL1399;                    North         East     Units Scale Factor Converg.
 DL1399;SPC AR S     -   507,550.908   333,658.159   MT  0.99994270   -0 24 00.8
 DL1399;SPC AR S     - 1,665,189.94  1,094,676.81   sFT  0.99994270   -0 24 00.8
 DL1399;UTM  15      - 3,721,642.044   526,422.117   MT  0.99960861   +0 09 28.1
 DL1399
 DL1399                          SUPERSEDED SURVEY CONTROL
 DL1399
 DL1399  NAD 83(1997)-  33 38 03.37764(N)    092 42 54.35424(W) AD(       ) 4
 DL1399  NAD 83(1986)-  33 38 03.37988(N)    092 42 54.35419(W) AD(       ) 4
 DL1399  NAD 27      -  33 38 02.97900(N)    092 42 53.77600(W) AD(       ) 3
 DL1399
 DL1399.Superseded values are not recommended for survey control.
 DL1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1399.See file dsdata.txt to determine how the superseded data were derived.
 DL1399
 DL1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2642221642(NAD 83)
 DL1399_MARKER: 53 = ELEVATED TANK
 DL1399
 DL1399  HISTORY     - Date     Condition        Report By
 DL1399  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1399
 DL1399                          STATION DESCRIPTION
 DL1399
 DL1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1399'THE STATION IS LOCATED ON THE GROUNDS OF THE NAVAL ORDNANCE
 DL1399'DEPOT, SHUMAKER, ARKANSAS, ON THE EAST SIDE OF SAWYER ROAD AND
 DL1399'0.2 MILE NORTH OF THE JUNCTION OF WARD AND SAWYER ROADS.  IT
 DL1399'IS AN ELEVATED WATER TANK 171-1/2 FEET HIGH AND HAVING A CAPACITY
 DL1399'OF 100,000 GALLONS.  THE POINT INTERSECTED WAS THE APEX OF
 DL1399'THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1696 ***********************************************************************
 FG1696  DESIGNATION -  NAYLOR
 FG1696  PID         -  FG1696
 FG1696  STATE/COUNTY-  AR/FAULKNER
 FG1696  USGS QUAD   -  ENOLA (1982)
 FG1696
 FG1696                         *CURRENT SURVEY CONTROL
 FG1696  ___________________________________________________________________
 FG1696* NAD 83(1997)-  35 07 42.90530(N)    092 11 54.62990(W)     ADJUSTED  
 FG1696* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 FG1696  ___________________________________________________________________
 FG1696  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 FG1696  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FG1696
 FG1696  HORZ ORDER  -  FIRST
 FG1696
 FG1696.The horizontal coordinates were established by classical geodetic methods
 FG1696.and adjusted by the National Geodetic Survey in September 1999..
 FG1696
 FG1696.The orthometric height was scaled from a topographic map.
 FG1696
 FG1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1696
 FG1696.The geoid height was determined by GEOID03.
 FG1696
 FG1696;                    North         East     Units Scale Factor Converg.
 FG1696;SPC AR N     -    88,244.738   381,907.537   MT  0.99996735   -0 06 55.8
 FG1696;SPC AR N     -   289,516.28  1,252,974.98   sFT  0.99996735   -0 06 55.8
 FG1696;UTM  15      - 3,887,596.687   573,023.658   MT  0.99966572   +0 27 40.4
 FG1696
 FG1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1696!SPC AR N     -   0.99997530  x   0.99996735  =   0.99994265
 FG1696!UTM  15      -   0.99997530  x   0.99966572  =   0.99964103
 FG1696
 FG1696|---------------------------------------------------------------------|
 FG1696| PID    Reference Object                     Distance      Geod. Az  |
 FG1696|                                                           dddmmss.s |
 FG1696| CI2630 NAYLOR RM 1                          21.796 METERS 16733     |
 FG1696| CI2629 NAYLOR AZ MK RESET                                 2470917.8 |
 FG1696| CI2628 NAYLOR AZ MK                                       2495604.1 |
 FG1696| CI2631 NAYLOR RM 2                          25.591 METERS 27759     |
 FG1696|---------------------------------------------------------------------|
 FG1696
 FG1696                          SUPERSEDED SURVEY CONTROL
 FG1696
 FG1696  NAD 83(1986)-  35 07 42.92447(N)    092 11 54.62281(W) AD(       ) 1
 FG1696  NAD 27      -  35 07 42.61400(N)    092 11 54.08500(W) AD(       ) 1
 FG1696
 FG1696.Superseded values are not recommended for survey control.
 FG1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1696.See file dsdata.txt to determine how the superseded data were derived.
 FG1696
 FG1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7302487597(NAD 83)
 FG1696_MARKER: DS = TRIANGULATION STATION DISK
 FG1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1696
 FG1696  HISTORY     - Date     Condition        Report By
 FG1696  HISTORY     - 1940     MONUMENTED       CGS
 FG1696  HISTORY     - 1962     GOOD             CGS
 FG1696  HISTORY     - 1967     GOOD             CGS
 FG1696
 FG1696                          STATION DESCRIPTION
 FG1696
 FG1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1696'STATION IS LOCATED ABOUT 2 MILES S OF NAYLOR AND ABOUT 3.5
 FG1696'MILES N OF VILONIA ON THE SUMMIT OF A PROMINENT TIMBERED RIDGE
 FG1696'THAT IS THE HIGHEST AND MOST NORTHERN ONE OF THE RIDGES
 FG1696'BETWEEN VILONIA AND NAYLOR.
 FG1696'
 FG1696'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1696'DISKS SET IN CONCRETE.
 FG1696'
 FG1696'STATION MARK IS STAMPED NAYLOR 1940 AND PROJECTS ABOUT 6 INCHES
 FG1696'ABOVE THE GROUND.  IT IS 60 FEET N OF THE CENTER LINE OF A WOODS
 FG1696'ROAD, 74.6 FEET NE OF 2-FOOT OAK TREE WITH CROSS ON ITS W
 FG1696'SIDE, AND 4 FEET NE OF WHITE REFERENCE POST.
 FG1696'
 FG1696'REFERENCE MARK NO. 1 IS STAMPED NAYLOR NO. 1 1940 AND PROJECTS
 FG1696'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN
 FG1696'THE STATION AND IS 9.0 FEET S OF CENTER LINE OF WOODS ROAD,
 FG1696'AND 9.0 FEET E OF A 3-FOOT OAK TREE.
 FG1696'
 FG1696'REFERENCE MARK NO. 2 IS STAMPED NAYLOR NO. 2 1940 AND PROJECTS
 FG1696'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 FG1696'AS THE STATION AND IS 54 FEET N OF THE CENTER LINE OF INTERSECTION
 FG1696'OF WOODS ROADS.
 FG1696'
 FG1696'AZIMUTH MARK IS STAMPED NAYLOR 1940 AND PROJECTS ABOUT 6 INCHES
 FG1696'ABOVE THE GROUND.  IT IS 2 FEET NE OF A FENCE CORNER, 26.0
 FG1696'FEET E OF CENTER LINE OF DIRT ROAD, 36.5 FEET S OF CENTER LINE OF
 FG1696'DIRT ROAD, AND 4 FEET W OF WHITE REFERENCE POST.
 FG1696'
 FG1696'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S. HIGHWAYS
 FG1696'64 AND 65 IN CONWAY GO E ON HIGHWAY 64 13.8 MILES TO GRADED
 FG1696'DIRT ROAD (0.15 MILE W OF VILONIA POST OFFICE, SMALL HOUSE
 FG1696'WITH PICKET FENCE AROUND YARD ON THE N SIDE OF HIGHWAY AND TWO
 FG1696'MAGNOLIA TREES ON THE S SIDE) TURN LEFT (N) ON GRADED DIRT
 FG1696'ROAD AND GO 3.6 MILES, TURN RIGHT (E) AND GO 0.95 MILE TO FORK,
 FG1696'TAKE RIGHT FORK AND GO 0.05 MILE TO STATION.
 FG1696'
 FG1696'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 FG1696
 FG1696                          STATION RECOVERY (1962)
 FG1696
 FG1696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1696'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FG1696'WERE RECOVERED IN GOOD CONDITION AND THE DISTANCES AND DIRECTIONS
 FG1696'TO THE REFERENCE MARKS WERE VERIFIED.  A THOROUGH SEARCH WAS
 FG1696'MADE FOR THE AZIMUTH MARK AND IS BELIEVED TO HAVE BEEN DESTROYED
 FG1696'BY ROAD CONSTRUCTION.
 FG1696'
 FG1696'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 FG1696'
 FG1696'A COMPLETE NEW DESCRIPTION FOLLOWS-
 FG1696'
 FG1696'THE STATION IS 3-1/2 MILES NORTH OF VILONIA, 2 MILES SOUTH OF
 FG1696'NAYLOR, AND ON THE SUMMIT OF A PROMINENT TIMBERED RIDGE WHICH
 FG1696'IS THE HIGHEST AND MOST NORTHERN ONE OF THE RIDGES BETWEEN VILONIA
 FG1696'AND NAYLOR.
 FG1696'
 FG1696'TO REACH THE STATION FROM THE POST OFFICE IN VILONIA, GO WEST
 FG1696'ON U.S. HIGHWAY 64 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT.
 FG1696'TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 1.5 MILES TO A
 FG1696'REVERSE-Y FORK.  CONTINUE EAST AND NORTHERLY ON THE GRAVEL
 FG1696'ROAD FOR 1.55 MILES TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE
 FG1696'OF THE ROAD.  CONTINUE NORTHERLY ON THE GRAVEL ROAD FOR 0.05
 FG1696'MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE NORTHERLY ON THE
 FG1696'GRAVEL ROAD FOR 0.3 MILE TO A WIRE GATE ON THE RIGHT.  TURN
 FG1696'RIGHT, PASS THROUGH THE GATE AND GO EAST ON A TRACK ROAD FOR
 FG1696'0.9 MILE TO A ROAD FORK.  BEAR RIGHT AND CONTINUE EASTERLY
 FG1696'FOR 0.05 MILE TO THE STATION ON THE LEFT, NEAR AN OAK TREE
 FG1696'2 FEET IN DIAMETER AND MARKED BY A TRIANGLE BLAZE AND A
 FG1696'PAINTED WHITE X.
 FG1696'
 FG1696'STATION MARK IS A STANDARD DISK STAMPED NAYLOR 1940, SET IN
 FG1696'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 74.6 FEET
 FG1696'NORTHEAST OF THE MARKED TREE, 45 FEET NORTH OF THE CENTER OF
 FG1696'THE TRACK ROAD AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 FG1696'THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 FG1696'
 FG1696'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NAYLOR NO 1 1940,
 FG1696'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FG1696'IT IS 72 FEET SOUTHEAST OF THE METAL WITNESS POST AND 25 FEET
 FG1696'SOUTH OF THE CENTER OF THE TRACK ROAD.
 FG1696'
 FG1696'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NAYLOR NO 2 1940,
 FG1696'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 FG1696'IS 85 FEET WEST OF THE METAL WITNESS POST AND 51 FEET NORTH OF
 FG1696'THE CENTER OF THE TRACK ROAD.
 FG1696'
 FG1696'AZIMUTH MARK, A STANDARD DISK STAMPED NAYLOR 1940 RESET 1962,
 FG1696'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 FG1696'30 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET EAST OF
 FG1696'A METAL WITNESS POST.
 FG1696'
 FG1696'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FG1696'
 FG1696'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1696
 FG1696                          STATION RECOVERY (1967)
 FG1696
 FG1696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1696'THE STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED
 FG1696'BY J.K. RICHARDS IN 1962.
 FG1696'
 FG1696'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK 1.
 FG1696'
 FG1696'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1839 ***********************************************************************
 FG1839  DESIGNATION -  NEADMORE
 FG1839  PID         -  FG1839
 FG1839  STATE/COUNTY-  AR/YELL
 FG1839  USGS QUAD   -  CASA (1972)
 FG1839
 FG1839                         *CURRENT SURVEY CONTROL
 FG1839  ___________________________________________________________________
 FG1839* NAD 83(1997)-  35 04 13.63841(N)    093 05 54.10734(W)     ADJUSTED  
 FG1839* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 FG1839  ___________________________________________________________________
 FG1839  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 FG1839  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FG1839
 FG1839  HORZ ORDER  -  FIRST
 FG1839
 FG1839.The horizontal coordinates were established by classical geodetic methods
 FG1839.and adjusted by the National Geodetic Survey in September 1999..
 FG1839
 FG1839.The orthometric height was scaled from a topographic map.
 FG1839
 FG1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1839
 FG1839.The geoid height was determined by GEOID03.
 FG1839
 FG1839;                    North         East     Units Scale Factor Converg.
 FG1839;SPC AR N     -    82,336.382   299,822.953   MT  0.99997587   -0 38 20.9
 FG1839;SPC AR N     -   270,131.95    983,669.14   sFT  0.99997587   -0 38 20.9
 FG1839;UTM  15      - 3,880,860.737   491,031.899   MT  0.99960099   -0 03 23.5
 FG1839
 FG1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1839!SPC AR N     -   0.99998070  x   0.99997587  =   0.99995657
 FG1839!UTM  15      -   0.99998070  x   0.99960099  =   0.99958170
 FG1839
 FG1839|---------------------------------------------------------------------|
 FG1839| PID    Reference Object                     Distance      Geod. Az  |
 FG1839|                                                           dddmmss.s |
 FG1839| CI2635 NEADMORE RM 1                        10.170 METERS 16356     |
 FG1839| CI2634 NEADMORE AZ MK                                     1712346.1 |
 FG1839| CI2636 NEADMORE RM 2                        21.879 METERS 24127     |
 FG1839| FG1843 HOBSON                              APPROX. 9.7 KM 3231914.2 |
 FG1839|---------------------------------------------------------------------|
 FG1839
 FG1839                          SUPERSEDED SURVEY CONTROL
 FG1839
 FG1839  NAD 83(1986)-  35 04 13.65126(N)    093 05 54.10219(W) AD(       ) 1
 FG1839  NAD 27      -  35 04 13.33400(N)    093 05 53.47200(W) AD(       ) 1
 FG1839
 FG1839.Superseded values are not recommended for survey control.
 FG1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1839.See file dsdata.txt to determine how the superseded data were derived.
 FG1839
 FG1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9103280861(NAD 83)
 FG1839_MARKER: DS = TRIANGULATION STATION DISK
 FG1839_SETTING: 80 = SET IN A BOULDER
 FG1839_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1839
 FG1839  HISTORY     - Date     Condition        Report By
 FG1839  HISTORY     - 1940     MONUMENTED       CGS
 FG1839  HISTORY     - 1967     GOOD             CGS
 FG1839  HISTORY     - 1972     GOOD             NGS
 FG1839
 FG1839                          STATION DESCRIPTION
 FG1839
 FG1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1839'STATION IS LOCATED ABOUT 4 MILES NW OF CASA, 8 MILES ENE
 FG1839'OF OLA, 3/4 MILE NW OF THE OLD NEADMORE SCHOOLHOUSE AND
 FG1839'CEMETERY ON THE HIGHEST POINT OF A PROMINENT TIMBERED HILL.
 FG1839'
 FG1839'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 FG1839'WEDGED IN DRILL HOLES IN BOULDERS.
 FG1839'
 FG1839'STATION MARK IS 39 FEET E OF TRIANGLE BLAZE ON OAK TREE,
 FG1839'32.0 FEET SE OF TRIANGLE BLAZE ON ANOTHER OAK TREE, FLUSH
 FG1839'WITH THE GROUND, STAMPED NEADMORE 1940.
 FG1839'
 FG1839'REFERENCE MARK NO.1 IS 2 FEET LOWER THAN STATION, PROJECTING
 FG1839'6 INCHES AND IS STAMPED NEADMORE NO.1 1940.
 FG1839'
 FG1839'REFERENCE MARK NO.2 IS AT THE SAME ELEVATION AS THE STATION,
 FG1839'PROJECTING 12 INCHES AND IS STAMPED NEADMORE NO.2 1940.
 FG1839'
 FG1839'AZIMUTH MARK IS ABOUT 150 YARDS SW OF THE NEADMORE CEMETERY,
 FG1839'110 YARDS SSW OF THE OLD NEADMORE SCHOOL ON A SMALL GRASSY
 FG1839'KNOLL AT THE S EDGE OF THE PASTURE S OF THE SCHOOL.
 FG1839'
 FG1839'TO REACH FROM CASA, GO W ON STATE HIGHWAY 10, 1.45 MILES
 FG1839'TO NARROW GRADED DIRT ROAD LEADING RIGHT (N), TURN RIGHT
 FG1839'AND FOLLOW MAIN-TRAVELED ROAD N AND W 3.1 MILES TO NEADMORE
 FG1839'CEMETERY, CONTINUE N 0.2 MILE TO FORK, TAKE LEFT FORK W 0.1
 FG1839'MILE TO R.L. PARKS RANCH AND END OF TRUCK TRAVEL.  PACK N
 FG1839'1/2 MILE TO TOP OF HILL AND STATION.
 FG1839'
 FG1839'A 64-FOOT TOWER WAS USED.
 FG1839
 FG1839                          STATION RECOVERY (1967)
 FG1839
 FG1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1839'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 FG1839'AND THE 1940 DESCRIPTION BY A.N.S. IS ADEQUATE.
 FG1839
 FG1839                          STATION RECOVERY (1972)
 FG1839
 FG1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1839'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 FG1839'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 MEASURED TO
 FG1839'BE UNDER A LARGE OAK TREE THAT HAD FALLEN OVER AND WAS NOT
 FG1839'RECOVERED THIS DATE.  THE AZIMUTH MARK WAS SEARCHED FOR
 FG1839'ON THE GRASSY KNOLL WHICH IS IN A FENCED PASTURE SOUTHWEST
 FG1839'OF THE NEADMORE CEMETERY AND COULD NOT BE FOUND.  THE NEADMORE
 FG1839'SCHOOL BUILDING MENTIONED IN THE 1940 DESCRIPTION IS GONE.
 FG1839'
 FG1839'A NEW DESCRIPTION OF A ROUTE TO REACH THE STATION FOLLOWS-
 FG1839'
 FG1839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FG1839'155 AND 10 AT HOLMES GROCERY AND LION SERVICE STATION IN CASA,
 FG1839'GO WEST ON HIGHWAY 10 FOR 1.6 MILES TO A GRADED ROAD ON THE
 FG1839'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE GRADED ROAD FOR
 FG1839'3.1 MILES TO THE NEADMORE CEMETERY ON THE RIGHT.  CONTINUE
 FG1839'NORTH AND EAST ON THE GRADED ROAD FOR 0.3 MILE TO A TRACK ROAD
 FG1839'ON THE LEFT.  TURN LEFT AND GO NORTH AND WESTERLY ON THE
 FG1839'TRACK ROAD FOR 0.5 MILE TO THE END OF THE ROAD AND THE END
 FG1839'OF TRUCK TRAVEL.  PACK DUE NORTH FOR 20 MINUTES TO THE TOP
 FG1839'OF THE RIDGE AND THE STATION NEAR THE EAST EDGE OF THE
 FG1839'HIGHEST PART OF THE RIDGE, IN A ROCKY AREA AND 12 FEET EAST
 FG1839'OF A WIRE FENCE THAT GOES NORTH AND SOUTH OVER THE RIDGE.
 FG1839'IT IS BELIEVED A 4-WHEEL DRIVE VEHICLE COULD BE DRIVEN TO THIS
 FG1839'STATION WITH A SMALL AMOUNT OF CLEARING.
 FG1839'
 FG1839'THIS STATION WAS NOT OCCUPIED THIS DATE.
 FG1839'
 FG1839'NOTE- A NEW AZIMUTH MARK WAS NOT ESTABLISHED AS IT WOULD
 FG1839'TAKE A CONSIDERABLE AMOUNT OF CLEARING TO SEE OFF THE RIDGE
 FG1839'IN ANY DIRECTION.
 FG1839'
 FG1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4
 FG1839'MILES NORTHWEST OF CASA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1846 ***********************************************************************
 FG1846  DESIGNATION -  NEBO
 FG1846  PID         -  FG1846
 FG1846  STATE/COUNTY-  AR/YELL
 FG1846  USGS QUAD   -  CHICKALAH MOUNTAIN EAST (1972)
 FG1846
 FG1846                         *CURRENT SURVEY CONTROL
 FG1846  ___________________________________________________________________
 FG1846* NAD 83(1997)-  35 12 50.81464(N)    093 15 13.84796(W)     ADJUSTED  
 FG1846* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 FG1846  ___________________________________________________________________
 FG1846  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 FG1846  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FG1846
 FG1846  HORZ ORDER  -  FIRST
 FG1846
 FG1846.The horizontal coordinates were established by classical geodetic methods
 FG1846.and adjusted by the National Geodetic Survey in September 1999..
 FG1846
 FG1846.The orthometric height was scaled from a topographic map.
 FG1846
 FG1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1846
 FG1846.The geoid height was determined by GEOID03.
 FG1846
 FG1846;                    North         East     Units Scale Factor Converg.
 FG1846;SPC AR N     -    98,442.034   285,845.627   MT  0.99995667   -0 43 46.6
 FG1846;SPC AR N     -   322,971.91    937,811.86   sFT  0.99995667   -0 43 46.6
 FG1846;UTM  15      - 3,896,817.556   476,896.549   MT  0.99960658   -0 08 47.0
 FG1846
 FG1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1846!SPC AR N     -   0.99997948  x   0.99995667  =   0.99993615
 FG1846!UTM  15      -   0.99997948  x   0.99960658  =   0.99958607
 FG1846
 FG1846:                Primary Azimuth Mark                     Grid Az
 FG1846:SPC AR N     -  RUSSELLVILLE ARK POWER LT TANK           057 59 17.0
 FG1846:UTM  15      -  RUSSELLVILLE ARK POWER LT TANK           057 24 17.4
 FG1846
 FG1846|---------------------------------------------------------------------|
 FG1846| PID    Reference Object                     Distance      Geod. Az  |
 FG1846|                                                           dddmmss.s |
 FG1846| FG1831 RUSSELLVILLE ARK POWER LT TANK      APPROX.12.5 KM 0571530.4 |
 FG1846| FG1766 CROW                                APPROX.28.6 KM 0753125.0 |
 FG1846| CI2640 NEBO AZ MK                                         0971214.9 |
 FG1846| CI2641 NEBO RM 1                            36.247 METERS 13219     |
 FG1846| CI2642 NEBO RM 2                            41.636 METERS 23343     |
 FG1846|---------------------------------------------------------------------|
 FG1846
 FG1846                          SUPERSEDED SURVEY CONTROL
 FG1846
 FG1846  NAD 83(1997)-  35 12 50.82669(N)    093 15 13.84452(W) AD(       ) 1
 FG1846  NAD 83(1986)-  35 12 50.82666(N)    093 15 13.84435(W) AD(       ) 1
 FG1846  NAD 27      -  35 12 50.51700(N)    093 15 13.20300(W) AD(       ) 1
 FG1846
 FG1846.Superseded values are not recommended for survey control.
 FG1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1846.See file dsdata.txt to determine how the superseded data were derived.
 FG1846
 FG1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7689796818(NAD 83)
 FG1846_MARKER: DS = TRIANGULATION STATION DISK
 FG1846_SETTING: 80 = SET IN A BOULDER
 FG1846_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FG1846
 FG1846  HISTORY     - Date     Condition        Report By
 FG1846  HISTORY     - 1928     MONUMENTED       CGS
 FG1846  HISTORY     - 1936     GOOD             ARGS
 FG1846  HISTORY     - 1939     GOOD             ARGS
 FG1846  HISTORY     - 1940     GOOD             CGS
 FG1846  HISTORY     - 1954     GOOD             CGS
 FG1846  HISTORY     - 1967     GOOD             CGS
 FG1846  HISTORY     - 1990     GOOD             USPSQD
 FG1846
 FG1846                          STATION DESCRIPTION
 FG1846
 FG1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 FG1846'STATION IS ABOUT 6 MILES W OF DARDANELLE, ON HIGHEST POINT
 FG1846'OF NEBO MOUNTAIN, IN COLONY OF SUMMER HOMES ON MOUNTAIN,
 FG1846'ON LOT OWNED BY BUD MILLER OF DARDANELLE.  STATION IS ON SE
 FG1846'END OF MOUNTAIN, 20 METERS (66 FEET) E OF CENTER LINE OF ROAD,
 FG1846'200 METERS (656 FEET) W OF POINT WHERE BLUFF BENDS TO NORTHWARD,
 FG1846'25 METERS (82 FEET) N OF S BLUFF, 20 METERS (66 FEET) E OF LARGE
 FG1846'OAK TREE ON E SIDE OF HOUSE, AND 19 METERS (62 FEET) SE OF
 FG1846'WELL.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK IN
 FG1846'BOULDERS.  SURFACE MARK IS FLUSH AND UNDERGROUND MARK IS 5
 FG1846'FEET BELOW SURFACE.  REFERENCE MARKS ARE STANDARD DISKS
 FG1846'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  NO.1 IS 8.0
 FG1846'METERS (26 FEET) NW OF HICKORY TREE ON EDGE OF BLUFF, AND
 FG1846'36.225 METERS (118.85 FEET) FROM STATION, S 48 DEG 52 MIN E.
 FG1846'NO.2 IS 4.6 METERS (15 FEET) E OF OAK TREE IN
 FG1846'FENCE ROW, 11 METERS (36 FEET) N OF BLUFF, AND 41.67 METERS
 FG1846'(136.7 FEET) SLOPE DISTANCE FROM STATION, S 53 DEG 51 MIN W.
 FG1846
 FG1846                          STATION RECOVERY (1936)
 FG1846
 FG1846'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1936
 FG1846'ORIGINAL DESCRIPTION GOOD.  CONDITION OF STATION AND REFERENCE
 FG1846'MARKS ARE THE SAME AS WHEN PLACED.
 FG1846
 FG1846                          STATION RECOVERY (1939)
 FG1846
 FG1846'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1939
 FG1846'STATION MARK AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED,
 FG1846'AND ARE IN GOOD CONDITION.
 FG1846
 FG1846                          STATION RECOVERY (1940)
 FG1846
 FG1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1846'STATION IS LOCATED ABOUT 5.5 MILES W OF DARDANELLE, ON THE
 FG1846'SE END AND HIGHEST POINT OF NEBO MOUNTAIN ABOUT 0.15 MILE
 FG1846'W OF SUNRISE POINT.
 FG1846'
 FG1846'STATION, STAMPED, NEBO 1928 IS SET IN A BOULDER FLUSH WITH
 FG1846'THE GROUND.  IT IS 83.0 FEET S OF THE CENTER LINE OF A DIRT
 FG1846'ROAD, 5.3 FEET S OF A WHITE REFERENCE POST, 66.6 FEET ESE
 FG1846'OF THE NE CORNER OF THE HOUSE, AND 55.8 FEET SW OF THE NW
 FG1846'CORNER OF THE HOUSE.
 FG1846'
 FG1846'REFERENCE MARK NO.1, STAMPED, NEBO NO.1 1928 IS SET IN
 FG1846'OUTCROPPING ROCK FLUSH WITH THE GROUND AT ABOUT THE SAME
 FG1846'ELEVATION AS THE STATION.  IT IS 35.0 FEET SW OF THE SW CORNER
 FG1846'OF AN OLD SHED WITH A TIN ROOF, AND 10.0 FEET N OF THE S RIM
 FG1846'OF MOUNTAIN.
 FG1846'
 FG1846'REFERENCE MARK NO.2, STAMPED, NEBO NO.2 1928 IS SET IN
 FG1846'OUTCROPPING ROCK FLUSH WITH THE GROUND AT ABOUT THE SAME
 FG1846'ELEVATION AS THE STATION.  IT IS 73.5 FEET SW OF THE SE CORNER
 FG1846'OF A HOUSE, AND 6.5 FEET S OF A 16-INCH OAK TREE.
 FG1846'
 FG1846'AZIMUTH MARK, STAMPED NEBO 1928 1940 IS SET IN OUTCROPPING
 FG1846'ROCK.  IT IS 17.0 FEET E OF A FENCE CORNER, 6.5 FEET S OF
 FG1846'A WHITE REFERENCE POST, AND 36.5 FEET S OF A 14-INCH OAK TREE.
 FG1846'
 FG1846'TO REACH AZIMUTH FROM STATION, TAKE ROAD E, 0.1 MILE.
 FG1846'TURN RIGHT (S) AND GO TO S EDGE OF MOUNTAIN, THENCE RIGHT
 FG1846'(W) ABOUT 50 YARDS TO AZIMUTH MARK ON LEFT.
 FG1846'
 FG1846'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF STATE
 FG1846'HIGHWAYS 22, 7, AND 27, 0.15 MILE W OF THE ARKANSAS RIVER
 FG1846'BRIDGE IN DARDANELLE, TAKE STATE HIGHWAY 22 N 0.25 MILE.
 FG1846'TURN LEFT (SIGN MT. NEBO) AND FOLLOW STATE HIGHWAY 155 W,
 FG1846'6.6 MILES TO THE SUMMIT OF MT. NEBO.  TURN LEFT AT SIGN
 FG1846'BASEBALL PARK, SUNRISE POINT ETC. AND GO E, 0.1 MILE.  TURN
 FG1846'RIGHT (S) AND GO 0.25 MILE.  TURN RIGHT (W) AND GO 0.15 MILE
 FG1846'TO STATION ON THE LEFT (S) SIDE OF ROAD.
 FG1846'
 FG1846'NOTE- STATION AND TWO REFERENCE MARKS FOUND AS DESCRIBED
 FG1846'IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 FG1846'DISTANCES AND DIRECTIONS ARE 1940 MEASUREMENTS.
 FG1846
 FG1846                          STATION RECOVERY (1954)
 FG1846
 FG1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1846'THE STATION WAS RECOVERED AS DESCRIBED IN 1940 AND ALL THE
 FG1846'MARKS WERE FOUND IN GOOD CONDITION.
 FG1846'
 FG1846'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FG1846'NEBO 1928.
 FG1846'
 FG1846'REFERENCE MARK 1 IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1846'STAMPED NEBO NO 1 1928.
 FG1846'
 FG1846'REFERENCE MARK 2 IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1846'STAMPED NEBO NO 2 1928.
 FG1846'
 FG1846'THE AZIMUTH MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1846'STAMPED NEBO 1928 1940.
 FG1846'
 FG1846'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1846
 FG1846                          STATION RECOVERY (1967)
 FG1846
 FG1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1846'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION, DUE
 FG1846'TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1846'
 FG1846'THE STATION IS LOCATED ON THE HIGHEST PART OF NEBO MOUNTAIN, ABOUT
 FG1846'6 MILES WEST OF DARDANELLE AND ABOUT 0.15 MILE WEST OF SUNRISE
 FG1846'POINT.
 FG1846'
 FG1846'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7, 27, 22 AND 155
 FG1846'IN WEST DARDANELLE, GO NORTH ON STATE HIGHWAYS 22 AND 155 FOR 0.3
 FG1846'MILE TO THE JUNCTION OF STATE HIGHWAYS 22 AND 155.  TURN LEFT AND
 FG1846'GO WEST ON STATE HIGHWAY 155 FOR 6.4 MILES TO A T-INTERSECTION
 FG1846'AT THE SUMMIT OF THE MOUNTAIN.  TURN LEFT AND GO WEST ON PAVED
 FG1846'ROAD FOR 0.1 MILE TO A T-INTERSECTION.  TURN LEFT AND GO SOUTH,
 FG1846'SOUTHEAST ON PAVED ROAD FOR 0.3 MILE TO SUNRISE POINT AND THE
 FG1846'AZIMUTH MARK.  CONTINUE WEST ON PAVED ROAD FOR 0.15 MILE TO
 FG1846'THE STATION ON THE LEFT.
 FG1846'
 FG1846'STATION MARK IS A STANDARD DISK, STAMPED NEBO 1928, CEMENTED IN A
 FG1846'DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE GROUND.  IT IS 83 FEET
 FG1846'SOUTH OF THE CENTER OF THE PAVED ROAD, 66 FEET EAST-SOUTHEAST OF
 FG1846'THE NORTHEAST CORNER OF A HOUSE, 59 FEET EAST OF THE SOUTHEAST
 FG1846'CORNER OF THE HOUSE, 27 FEET EAST OF A FENCE AND 1 FOOT NORTH OF
 FG1846'A METAL WITNESS POST.
 FG1846'
 FG1846'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEBO NO 1 1928,
 FG1846'CEMENTED IN A DRILL HOLE IN A 3 X 5 FOOT ROCK OUTCROP FLUSH.  IT
 FG1846'IS 69 FEET WEST OF A FENCE CORNER, 10 FEET NORTH OF THE SOUTH EDGE
 FG1846'OF THE MOUNTAIN, 2 FEET NORTH OF A FENCE AND ABOUT THE SAME
 FG1846'ELEVATION AS THE STATION.
 FG1846'
 FG1846'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEBO NO 2 1928,
 FG1846'CEMENTED IN A DRILL HOLE IN A 5 X 8 FOOT ROCK OUTCROP PROJECTING
 FG1846'2 FEET.  IT IS 88 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 FG1846'THE HOUSE, 15 FEET SOUTHEAST OF AN OUTHOUSE, 13 FEET EAST OF A
 FG1846'FENCE AND ABOUT THE SAME ELEVATION AS THE STAITON.
 FG1846'
 FG1846'AZIMUTH MARK IS A STANDARD DISK, STAMPED NEBO 1940, CEMENTED IN
 FG1846'A DRILL HOLE IN A 4 X 10 FOOT ROCK OUTCROP FLUSH.  IT IS 133
 FG1846'FEET WEST OF SUNRISE POINT, 104 FEET EAST-SOUTHEAST OF THE
 FG1846'SOUTHEAST CORNER OF A HOUSE, 99 FEET SOUTHWEST OF THE SOUTHWEST
 FG1846'CORNER OF A HOUSE, 21 FEET NORTH OF A FENCE, 12 FEET SOUTH OF A
 FG1846'METAL WITNESS POST.
 FG1846
 FG1846                          STATION RECOVERY (1990)
 FG1846
 FG1846'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 FG1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0813 ***********************************************************************
 EK0813  DESIGNATION -  NEEDMORE
 EK0813  PID         -  EK0813
 EK0813  STATE/COUNTY-  AR/SCOTT
 EK0813  USGS QUAD   -  BOLES (1983)
 EK0813
 EK0813                         *CURRENT SURVEY CONTROL
 EK0813  ___________________________________________________________________
 EK0813* NAD 83(1997)-  34 49 09.49042(N)    094 02 14.95756(W)     ADJUSTED  
 EK0813* NAVD 88     -       281.1    (meters)     922.     (feet)  VERTCON   
 EK0813  ___________________________________________________________________
 EK0813  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 EK0813  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EK0813
 EK0813  HORZ ORDER  -  THIRD
 EK0813
 EK0813.The horizontal coordinates were established by classical geodetic methods
 EK0813.and adjusted by the National Geodetic Survey in September 1999..
 EK0813
 EK0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0813
 EK0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0813
 EK0813.The geoid height was determined by GEOID03.
 EK0813
 EK0813;                    North         East     Units Scale Factor Converg.
 EK0813;SPC AR N     -    55,843.578   213,602.229   MT  1.00002437   -1 11 08.2
 EK0813;SPC AR N     -   183,213.47    700,793.31   sFT  1.00002437   -1 11 08.2
 EK0813;SPC AR S     -   640,618.210   213,603.509   MT  1.00001216   -1 08 25.3
 EK0813;SPC AR S     - 2,101,761.58    700,797.51   sFT  1.00001216   -1 08 25.3
 EK0813;UTM  15      - 3,853,495.277   405,118.014   MT  0.99971096   -0 35 32.8
 EK0813
 EK0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0813!SPC AR N     -   0.99996065  x   1.00002437  =   0.99998502
 EK0813!SPC AR S     -   0.99996065  x   1.00001216  =   0.99997281
 EK0813!UTM  15      -   0.99996065  x   0.99971096  =   0.99967162
 EK0813
 EK0813|---------------------------------------------------------------------|
 EK0813| PID    Reference Object                     Distance      Geod. Az  |
 EK0813|                                                           dddmmss.s |
 EK0813| CX6832 NEEDMORE RM 1                        16.823 METERS 02731     |
 EK0813| EJ2049 BUCK KNOB                           APPROX.16.7 KM 1483923.6 |
 EK0813| CX6833 NEEDMORE RM 2                        11.115 METERS 26137     |
 EK0813|---------------------------------------------------------------------|
 EK0813
 EK0813                          SUPERSEDED SURVEY CONTROL
 EK0813
 EK0813  NAD 83(1997)-  34 49 09.49703(N)    094 02 14.95664(W) AD(       ) 3
 EK0813  NAD 83(1986)-  34 49 09.49703(N)    094 02 14.95154(W) AD(       ) 3
 EK0813  NAD 27      -  34 49 09.12810(N)    094 02 14.20460(W) AD(       ) 3
 EK0813  NGVD 29 (07/19/86)  281.0    (m)          922.     (f) VERT ANG       
 EK0813
 EK0813.Superseded values are not recommended for survey control.
 EK0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0813.See file dsdata.txt to determine how the superseded data were derived.
 EK0813
 EK0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0511853495(NAD 83)
 EK0813_MARKER: DS = TRIANGULATION STATION DISK
 EK0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EK0813
 EK0813  HISTORY     - Date     Condition        Report By
 EK0813  HISTORY     - 1956     MONUMENTED       CGS
 EK0813  HISTORY     - 1959     GOOD             CGS
 EK0813
 EK0813                          STATION DESCRIPTION
 EK0813
 EK0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EK0813'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH-SOUTHEAST OF
 EK0813'WALDRON, ABOUT 2-3/4 MILES NORTH-NORTHEAST OF THE VILLAGE
 EK0813'OF BOLES AND ABOUT 3/4 MILE NORTH OF THE JUNCTION OF U.S.
 EK0813'HIGHWAY 71 AND STATE HIGHWAY 28 NEAR THE INTERSECTION OF
 EK0813'U.S. HIGHWAY 71 AND A T-ROAD WEST.
 EK0813'
 EK0813'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 EK0813'HIGHWAY 80 IN WALDRON, GO SOUTHEAST ON U.S. HIGHWAY 71 FOR
 EK0813'6.8 MILES TO A SERVICE STATION AND CAFE ON THE LEFT AND A
 EK0813'T-ROAD RIGHT (WEST).  THE STATION MARK IS 79.1 FEET WEST-NORTHWEST
 EK0813'OF THE CENTER LINE OF THE T-INTERSECTION.
 EK0813'
 EK0813'THE STATION, UNDERGROUND, AND REFERENCE MARKS 1 AND 2 ARE
 EK0813'STANDARD DISKS SET IN THE TOP OF CYLINDRICAL CONCRETE POSTS.
 EK0813'
 EK0813'THE STATION MARK, STAMPED NEEDMORE 1956, PROJECTS ABOUT
 EK0813'4 INCHES.  IT IS 78.5 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 EK0813'71, 29 FEET NORTH OF THE CENTER OF THE T-ROAD WEST, 22 FEET
 EK0813'WEST OF A FENCE CORNER, 3 FEET SOUTH OF THE FENCE LINE,
 EK0813'AND 6 FEET WEST-SOUTHWEST OF A 4X4-INCH WITNESS POST.
 EK0813'
 EK0813'REFERENCE MARK 1, STAMPED NEEDMORE NO 1 1956, PROJECTS ABOUT
 EK0813'4 INCHES.  IT IS 51 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 EK0813'71, 39 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF THE
 EK0813'FENCE LINE.
 EK0813'
 EK0813'REFERENCE MARK 2, STAMPED NEEDMORE NO 2 1956, PROJECTS ABOUT
 EK0813'2 INCHES.  IT IS 58 FEET WEST OF THE FENCE CORNER, 27 FEET
 EK0813'NORTH OF THE CENTER OF THE EAST-WEST ROAD, AND 3 FEET SOUTH OF
 EK0813'THE FENCE LINE.
 EK0813'
 EK0813'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 EK0813
 EK0813                          STATION RECOVERY (1959)
 EK0813
 EK0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0813'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 EK0813'FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 EK0813'
 EK0813'THE SERVICE STATION AND CAFE THAT WERE LOCATED ACROSS THE
 EK0813'ROAD FROM THE STATION HAVE BEEN DISCONTINUED.  THERE APPEARS
 EK0813'TO BE A GROCERY STORE IN CONNECTION WITH THE HOUSE ON THE
 EK0813'EAST SIDE OF THE HIGHWAY.
 EK0813'
 EK0813'THE 1956 DESCRIPTION TO REACH THE STATION FROM WALDRON IS
 EK0813'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0910 ***********************************************************************
 DK0910  DESIGNATION -  NEELY RESET
 DK0910  PID         -  DK0910
 DK0910  STATE/COUNTY-  AR/DESHA
 DK0910  USGS QUAD   -  HALLEY (1981)
 DK0910
 DK0910                         *CURRENT SURVEY CONTROL
 DK0910  ___________________________________________________________________
 DK0910* NAD 83(1986)-  33 35 59.     (N)    091 20 09.     (W)     SCALED    
 DK0910* NAVD 88     -        42.73   (+/-2cm)     140.2    (feet)  VERTCON   
 DK0910  ___________________________________________________________________
 DK0910  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DK0910
 DK0910  VERT ORDER  -  ? (See Below)
 DK0910
 DK0910.The horizontal coordinates were scaled from a topographic map and have
 DK0910.an estimated accuracy of +/- 6 seconds.
 DK0910
 DK0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0910.The vertical order pertains to the NGVD 29 superseded value.
 DK0910
 DK0910.The geoid height was determined by GEOID03.
 DK0910
 DK0910;                    North         East    Units  Estimated Accuracy
 DK0910;SPC AR S     -   503,690.      461,640.      MT  (+/- 180 meters Scaled)
 DK0910
 DK0910                          SUPERSEDED SURVEY CONTROL
 DK0910
 DK0910  NGVD 29 (??/??/??)   42.846  (m)          140.57   (f) ADJUSTED    ?  
 DK0910
 DK0910.Superseded values are not recommended for survey control.
 DK0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0910.See file dsdata.txt to determine how the superseded data were derived.
 DK0910
 DK0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT544190(NAD 83)
 DK0910_MARKER: DB = BENCH MARK DISK
 DK0910_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0910+WITH SETTING: INTO GROUND
 DK0910_STAMPING: PBM NEELY RESET 1971
 DK0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0910+STABILITY: SURFACE MOTION
 DK0910
 DK0910  HISTORY     - Date     Condition        Report By
 DK0910  HISTORY     - 1971     MONUMENTED       NGS
 DK0910
 DK0910                          STATION DESCRIPTION
 DK0910
 DK0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DK0910'2.6 MI SE FROM MCGHEE.
 DK0910'LOCATED 2.6 MILE EAST ALONG STATE HIGHWAY 4 FROM ITS INTERSECTION WITH
 DK0910'U.S. HIGHWAY 65 AT MCGHEE, NEAR THE JUNCTION OF STATE HIGHWAYS 4 AND
 DK0910'159 AT TRIPPE JUNCTION.  IT IS 350 FEET NORTHEAST OF THE JUNCTION OF
 DK0910'STATE HIGHWAYS 4 AND 159, 49 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 DK0910'4, 2.5 FEET EAST OF A POWER POLE, 34 FEET SOUTH OF THE SOUTHEAST
 DK0910'CORNER OF THE OLD BARN, AND ON THE PLANE OF THE PROJECTED EAST WALL OF
 DK0910'THE OLD BARN, 75 FEET SOUTH OF THE SOUTHWEST CORNER OF A VAT ABOUT 2
 DK0910'FEET BY 12 FEET AND PROJECTING 2 FEET AND 1 FOOT WEST OF A METAL
 DK0910'WITNESS POST.  IT IS A U.S.C. AND GS. DISK CRIMPED ON A 4 FOOT SECTION
 DK0910'OF COPPER WELD ROD WHICH IS FASTEN TO A 10-INCH PLATE. THIS IS ENCASED
 DK0910'IN A 4-INCH ORANGEBURGE PIPE PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1005 ***********************************************************************
 GE1005  DESIGNATION -  NEIGHBORS
 GE1005  PID         -  GE1005
 GE1005  STATE/COUNTY-  AR/GREENE
 GE1005  USGS QUAD   -  MOUNDS (1984)
 GE1005
 GE1005                         *CURRENT SURVEY CONTROL
 GE1005  ___________________________________________________________________
 GE1005* NAD 83(1997)-  36 11 06.74627(N)    090 17 03.01330(W)     ADJUSTED  
 GE1005* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 GE1005  ___________________________________________________________________
 GE1005  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 GE1005  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE1005
 GE1005  HORZ ORDER  -  SECOND
 GE1005
 GE1005.The horizontal coordinates were established by classical geodetic methods
 GE1005.and adjusted by the National Geodetic Survey in September 1999..
 GE1005
 GE1005.The orthometric height was scaled from a topographic map.
 GE1005
 GE1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1005
 GE1005.The geoid height was determined by GEOID03.
 GE1005
 GE1005;                    North         East     Units Scale Factor Converg.
 GE1005;SPC AR N     -   206,800.567   554,333.758   MT  0.99999084   +0 59 54.4
 GE1005;SPC AR N     -   678,478.19  1,818,676.67   sFT  0.99999084   +0 59 54.4
 GE1005;SPC MO E     -    39,062.629   269,413.112   MT  0.99993798   +0 07 38.7
 GE1005;UTM  15      - 4,007,909.773   744,225.595   MT  1.00033498   +1 36 15.2
 GE1005
 GE1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1005!SPC AR N     -   0.99999236  x   0.99999084  =   0.99998320
 GE1005!SPC MO E     -   0.99999236  x   0.99993798  =   0.99993034
 GE1005!UTM  15      -   0.99999236  x   1.00033498  =   1.00032734
 GE1005
 GE1005|---------------------------------------------------------------------|
 GE1005| PID    Reference Object                     Distance      Geod. Az  |
 GE1005|                                                           dddmmss.s |
 GE1005| CI4728 NEIGHBORS RM 3                       59.558 METERS 00443     |
 GE1005| CI4726 NEIGHBORS RM 1                       22.806 METERS 01307     |
 GE1005| CI4725 NEIGHBORS AZ MK RESET                              1864422.4 |
 GE1005| CI4724 NEIGHBORS AZ MK                                    1885509.9 |
 GE1005| CI4727 NEIGHBORS RM 2                       22.511 METERS 25617     |
 GE1005| CI4730 NEIGHBORS RM 5                       21.933 METERS 26038     |
 GE1005| CI4729 NEIGHBORS RM 4                       28.346 METERS 26133     |
 GE1005| GE1012 RECTOR MUNICIPAL TANK               APPROX. 9.2 KM 3523132.6 |
 GE1005|---------------------------------------------------------------------|
 GE1005
 GE1005                          SUPERSEDED SURVEY CONTROL
 GE1005
 GE1005  NAD 83(1986)-  36 11 06.75421(N)    090 17 03.01221(W) AD(       ) 2
 GE1005  NAD 27      -  36 11 06.51810(N)    090 17 02.64780(W) AD(       ) 2
 GE1005
 GE1005.Superseded values are not recommended for survey control.
 GE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1005.See file dsdata.txt to determine how the superseded data were derived.
 GE1005
 GE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4422607910(NAD 83)
 GE1005_MARKER: DS = TRIANGULATION STATION DISK
 GE1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1005
 GE1005  HISTORY     - Date     Condition        Report By
 GE1005  HISTORY     - 1953     MONUMENTED       CGS
 GE1005  HISTORY     - 1961     GOOD             CGS
 GE1005  HISTORY     - 1963     GOOD             CGS
 GE1005  HISTORY     - 1970     GOOD             NGS
 GE1005
 GE1005                          STATION DESCRIPTION
 GE1005
 GE1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1005'THE STATION IS ABOUT 5.5 MILES EAST OF MARMADUKE AND ABOUT 5
 GE1005'MILES SOUTH OF RECTOR IN THE SMALL COMMUNITY OF FRITZ IN THE
 GE1005'SOUTHEAST LOT CORNER OF THE NEIGHBORS GIN INC., 24 FEET NORTHWEST
 GE1005'OF THE SOUTHEAST FENCE CORNER, 18 FEET NORTH OF A FENCE AND
 GE1005'WITNESS POST AND 18 FEET WEST OF A FENCE.  IT PROJECTS 2 INCHES
 GE1005'AND IS STAMPED NEIGHBORS 1953.
 GE1005'
 GE1005'REFERENCE MARK NO. 1 IS 84 FEET NORTH OF THE SOUTHEAST FENCE
 GE1005'CORNER POST AND 1 FOOT WEST OF A FENCE.  IT IS SET FLUSH WITH THE
 GE1005'SURFACE OF THE GROUND AND IS STAMPED NEIGBORS NO 1 1953.
 GE1005'
 GE1005'REFERENCE MARK NO. 2 IS 93 FEET WEST OF THE SOUTHEAST FENCE
 GE1005'CORNER POST, 11 FEET SOUTHEAST OF THE EAST END OF A LARGE
 GE1005'BUTANE BOTTLE SET ON A CONCRETE FOUNDATION AND 1 FOOT NORTH OF
 GE1005'A FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 GE1005'AND IS STAMPED NEIGHBORS NO 2 1953.
 GE1005'
 GE1005'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 GE1005'2 IS 126.65 FEET.
 GE1005'
 GE1005'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF A GRAVELED
 GE1005'ROAD, 2 FEET EAST OF A FENCE AND 1 FOOT WEST OF A WITNESS POST.
 GE1005'IT PROJECTS 2 INCHES AND IS STAMPED NEIGHBORS 1953.
 GE1005'
 GE1005'TO REACH THE STATION FROM THE POST OFFICE IN RECTOR GO WEST FOR
 GE1005'0.05 MILE TO THE INTERSECTION WITH THE MAIN STREET OF RECTOR,
 GE1005'(STATE HIGHWAY 90), TURN LEFT AND GO SOUTH ON STATE HIGHWAY
 GE1005'90 FOR 0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY 1-E, TURN
 GE1005'LEFT AND GO EAST ON STATE HIGHWAYS 90 AND 1-E FOR 0.45 MILE TO
 GE1005'A GRAVELED CROSSROAD, AT THE NORTHEAST CORNER OF A PARK, TURN
 GE1005'RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 3.0 MILES TO A
 GE1005'CROSSROAD, CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.7 MILE TO A
 GE1005'FORK, KEEP THE LEFT FORK, ACROSS A SMALL BRIDGE, AND CONTINUE
 GE1005'SOUTH FOR 1.35 MILES TO A CROSSROAD, THE NEIGHBORS GIN INC.,
 GE1005'AND THE STATION AS DESCRIBED IN THE SOUTHEAST LOT CORNER.
 GE1005'
 GE1005'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD IN FRONT OF THE
 GE1005'NEIGHBORS GIN INC., GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO
 GE1005'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GE1005'
 GE1005'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE1005
 GE1005                          STATION RECOVERY (1961)
 GE1005
 GE1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 GE1005'THIS STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND
 GE1005'AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 GE1005'WERE DISPLACED, SO REFERENCE MARKS NO. 3 AND NO. 4 WERE
 GE1005'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 GE1005'
 GE1005'STATION IS LOCATED ABOUT 5 AND 1/2 MILES EAST OF MARMADUKE
 GE1005'AND ABOUT 5 MILES SOUTH OF RECTOR IN THE SMALL COMMUNITY OF
 GE1005'FRITZ IN THE SOUTHEAST LOT CORNER OF THE NEIGHBORS GIN INC.
 GE1005'(LOT FENCE HAS BEEN REMOVED), 201.4 FEET EAST OF THE SOUTHEAST
 GE1005'CORNER OF THE MAIN CONCRETE BLOCK BUILDING OF THE NEIGHBORS GIN
 GE1005'INC., 171.5 FEET EAST OF THE NORTHEAST CORNER OF METAL STORAGE
 GE1005'SHED WITH 3-FOOT CONCRETE FOUNDATION, 197 FEET SOUTH OF THE
 GE1005'SOUTHWEST CORNER OF CONCRETE BASE FOUNDATION FOR CHEMICAL
 GE1005'FERTILIZER TANK, AND 95 FEET EAST-NORTHEAST OF THE SOUTH END
 GE1005'OF THE EAST CONCRETE SUPPORT FOR BUTANE TANK.  THE GIN IS
 GE1005'OWNED BY MR. RAYMOND EARLS AND MANAGED BY MR. ORILE SHAW
 GE1005'WHO KNOWS THE WHEREABOUTS OF THE MARKERS.  THE STATION MARK
 GE1005'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GE1005'STAMPED NEIGHBORS 1953.
 GE1005'
 GE1005'TO REACH THE STATION FROM THE POST OFFICE IN RECTOR, GO WEST
 GE1005'FOR 0.05 MILE TO MAIN STREET AND STATE HIGHWAY 90.  TURN LEFT
 GE1005'AND GO SOUTH ON STATE HIGHWAY 90 FOR 0.3 MILE TO JUNCTION WITH
 GE1005'STATE HIGHWAY 1 E.  TURN LEFT AND GO EAST ON STATE HIGHWAY 90 AND
 GE1005'1 E FOR 0.45 MILE TO CROSSROADS AT THE NORTHEAST CORNER OF A
 GE1005'PARK.  TURN RIGHT AND GO SOUTH FOR 3.0 MILES TO A CROSSROAD.
 GE1005'CONTINUE SOUTH FOR 0.7 MILE TO A FORK.  KEEP THE LEFT FORK
 GE1005'ACROSS A SMALL BRIDGE OVER A DRAINAGE DITCH, THEN CONTINUE
 GE1005'SOUTH ON GRAVEL ROAD FOR 1.35 MILES TO CROSSROADS, THE
 GE1005'NEIGHBORS GIN INC., AND THE STATION AS DESCRIBED.
 GE1005'
 GE1005'REFERENCE MARK NO. 3 IS 1.5 FEET SOUTH OF THE SOUTHEAST
 GE1005'CORNER OF THE CONCRETE BASE FOR CHEM. FERTILIZER TANK.  THE MARK
 GE1005'IS 4 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 GE1005'STAMPED NEIGHBORS NO 3 1953.
 GE1005'
 GE1005'REFERENCE MARK NO. 4 IS 2 FEET EAST OF THE SOUTH END OF THE
 GE1005'EAST CONCRETE SUPPORT FOR A BUTANE TANK.  THE MARK IS FLUSH
 GE1005'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED NEIGHBORS
 GE1005'NO 4 1953.
 GE1005'
 GE1005'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, ABOUT 50
 GE1005'YARDS WEST-NORTHWEST OF A FARMHOUSE (IRVING WHITAKER), 30 FEET
 GE1005'WEST OF THE CENTER OF STATE HIGHWAY 139, 12 FEET NORTH OF THE
 GE1005'CENTER OF A FIELD ROAD WEST, 12 FEET EAST OF A POWER POLE WITH
 GE1005'A TRANSFORMER, AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE
 GE1005'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED NEIGHBORS 1953.
 GE1005'
 GE1005'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS AT THE GIN AND
 GE1005'THE STATION, GO SOUTH FOR 0.45 MILE TO THE AZIMUTH MARK ON
 GE1005'THE RIGHT.
 GE1005'
 GE1005'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GE1005
 GE1005                          STATION RECOVERY (1963)
 GE1005
 GE1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 GE1005'THE STATION WAS VISITED 2-6-63 AND THE STATION MARK, REFERENCE
 GE1005'MARK NO. 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 GE1005'REFERENCE MARK NO. 4 WAS NOT FOUND AT THIS DATE USING THE
 GE1005'DISTANCE AND THE DIRECTION FROM THE STATION.  REFERENCE MARK
 GE1005'NO. 5 WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK WAS
 GE1005'RESET DUE TO ROAD CONSTRUCTION.  A COMPLETE NEW DESCRIPTION
 GE1005'FOLLOWS-
 GE1005'
 GE1005'THE STATION IS LOCATED ABOUT 5.5 MILES EAST OF MARMADUKE AND 5.
 GE1005'MILES SOUTH OF RECTOR AT THE SMALL COMMUNITY OF FRITZ, IN THE
 GE1005'SOUTHEAST ANGLE OF A CROSSROAD, IN THE SOUTHEAST PORTION OF
 GE1005'THE NEIGHBORS GIN INC. LOT.  IT IS 343 FEET SOUTH OF THE CENTER
 GE1005'OF THE ROAD LEADING EAST, 344 FEET EAST OF THE CENTERLINE
 GE1005'OF THE ROAD LEADING SOUTH, 95.5 FEET NORTH OF A POWER POLE,
 GE1005'85.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 GE1005'FOUNDATION OF A LARGE COTTON GIN, 31 FEET WEST OF THE
 GE1005'PROJECTED PLANE OF THE WEST WALL OF LARGE BUILDING, 29 FEET
 GE1005'WEST OF THE CENTER POLE SUPPORTING THE TRANSFORMERS FOR THE
 GE1005'COTTON GIN, 53 FEET EAST-SOUTHEAST OF THE EAST WALL OF THE
 GE1005'SOUTH ONE OF TWO HEXEGON SHAPED BUILDINGS, 72 FEET EAST OF
 GE1005'THE METAL WITNESS POST AT REFERENCE MARK NO 5, 2 FEET WEST
 GE1005'OF THE PROJECTED LINE THROUGH THE SUPPORTS OF THE SHED ON THE
 GE1005'WEST SIDE OF THE MAIN BUILDING AND 73.5 FEET EAST OF THE
 GE1005'POWER POLE AT REFERENCE MARK NO. 5.  IT IS A STANDARD DISK,
 GE1005'STAMPED NEIGHBORS 1953, TWO INCHES BELOW THE SURFACE OF
 GE1005'THE GROUND.
 GE1005'
 GE1005'REFERENCE MARK NO. 3 IS 195.40 FEET NORTH OF THE STATION, 15.9
 GE1005'FEET WEST OF THE WEST WALL OF THE GIN, 22 FEET SOUTHWEST OF
 GE1005'THE NORTHWEST CORNER OF THE RAISED CONCRETE PLATFORM AT THE
 GE1005'NORTH END OF THE GIN, 15.9 FEET WEST OF THE NORTHWEST CORNER
 GE1005'OF THE GIN, 1 FOOT SOUTH OF THE PROJECTED PLANE OF THE NORTH
 GE1005'WALL OF THE GIN, 2 FEET SOUTH OF THE SOUTHWEST CORNER OF A 12
 GE1005'FOOT SQUARE CONCRETE SLAB WHICH IS FLUSH WITH THE GROUND.  IT
 GE1005'IS A STANDARD DISK, STAMPED NEIGHBORS NO 3 1953, 10 INCHES
 GE1005'BELOW THE LEVEL OF THE GROUND.
 GE1005'
 GE1005'REFERENCE MARK NO. 5 IS 71.96 FEET WEST OF THE STATION, 137 FEET
 GE1005'SOUTHWEST OF THE SOUTHWEST CORNER OF THE LARGE GIN, 102 FEET WEST
 GE1005'OF THE CENTER POLE OF THREE POLES SUPPORTING THE TRANSFORMERS,
 GE1005'2 FEET EAST OF A POWER POLE, 18 FEET SOUTH OF THE SOUTH EDGE
 GE1005'OF A BUILDING, 102.5 FEET NORTH OF THE NORTH END OF THE
 GE1005'CONCRETE FOUNDATION SUPPORTING THE BUTANE TANKS, AND 1 FOOT
 GE1005'NORTH OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 GE1005'NEIGHBORS NO 5 1953, PROJECTS 6 INCHES.
 GE1005'
 GE1005'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, 40 FEET
 GE1005'EAST OF THE CENTER OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER
 GE1005'OF THE DRIVEWAY TO A WHITE HOUSE WITH A GREEN ROOF, 110 FEET
 GE1005'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN PART OF THE
 GE1005'HOUSE, 3 FEET SOUTHWEST OFA TELEPHONE POLE, 64 FEET SOUTH OF
 GE1005'A 20-INCH FORKED TREE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 GE1005'IT IS A STANDARD DISK, STAMPED NEIGHBORS 1953 RESET 1963.
 GE1005'
 GE1005'TO REACH THE STATION FROM THE POST OFFICE AT RECTOR, GO WEST
 GE1005'FOR 0.05 MILE TO MAIN STREET IN RECTOR, TURN LEFT ON MAIN STREET
 GE1005'(STATE HIGHWAY 90) AND GO SOUTH FOR 0.3 MILE TO THE JUNCTION
 GE1005'OF STATE HIGHWAY 90 AND 1-E, TURN LEFT AND GO EAST FOR 0.45 MILE
 GE1005'TO A CROSSROAD, TURN RIGHT, SOUTH, AND GO SOUTH FOR 3.0 MILES
 GE1005'TO A FORK, TAKE LEFT FORK AND CONTINUE SOUTH FOR 1.35 MILE TO
 GE1005'A CROSSROAD AND THE NEIGHBORS GIN INC AND THE STATION IN THE
 GE1005'SOUTHEAST ANGLE OF THE CROSSROADS.  CONTINUE SOUTH FOR 0.35
 GE1005'MILE TO THE FIRST HOUSE ON THE LEFT AND THE AZIMUTH MARK ON
 GE1005'THE LEFT.
 GE1005
 GE1005                          STATION RECOVERY (1970)
 GE1005
 GE1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1005'THE STATION MARK, REFERENCE MARKS 3 AND 5 AND THE 1963 AZIMUTH MARK
 GE1005'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE STATION COULD
 GE1005'NOT BE OCCUPIED AT THIS TIME DUE TO THE GIN YARD BEING FILLED WITH
 GE1005'EQUIPMENT.  THE 1963 RECOVERY NOTE IS GOOD.
 GE1005'
 GE1005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GE1005'SOUTH OF RECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1856 ***********************************************************************
 EH1856  DESIGNATION -  NELSON
 EH1856  PID         -  EH1856
 EH1856  STATE/COUNTY-  AR/LONOKE
 EH1856  USGS QUAD   -  WATTENSAW (1982)
 EH1856
 EH1856                         *CURRENT SURVEY CONTROL
 EH1856  ___________________________________________________________________
 EH1856* NAD 83(1997)-  34 52 54.26561(N)    091 52 29.26790(W)     ADJUSTED  
 EH1856* NAVD 88     -        76.438  (meters)     250.78   (feet)  ADJUSTED  
 EH1856  ___________________________________________________________________
 EH1856  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EH1856  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH1856  DYNAMIC HT  -          76.367 (meters)     250.55  (feet)  COMP
 EH1856  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 EH1856
 EH1856  HORZ ORDER  -  FIRST
 EH1856  VERT ORDER  -  FIRST     CLASS II
 EH1856
 EH1856.The horizontal coordinates were established by classical geodetic methods
 EH1856.and adjusted by the National Geodetic Survey in September 1999..
 EH1856
 EH1856.The orthometric height was determined by differential leveling
 EH1856.and adjusted by the National Geodetic Survey in June 1991..
 EH1856
 EH1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1856
 EH1856.The geoid height was determined by GEOID03.
 EH1856
 EH1856.The dynamic height is computed by dividing the NAVD 88
 EH1856.geopotential number by the normal gravity value computed on the
 EH1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1856.degrees latitude (g = 980.6199 gals.).
 EH1856
 EH1856.The modeled gravity was interpolated from observed gravity values.
 EH1856
 EH1856;                    North         East     Units Scale Factor Converg.
 EH1856;SPC AR S     -   645,697.040   411,446.320   MT  1.00002769   +0 04 12.3
 EH1856;SPC AR S     - 2,118,424.37  1,349,886.80   sFT  1.00002769   +0 04 12.3
 EH1856;UTM  15      - 3,860,506.121   602,826.480   MT  0.99973031   +0 38 36.8
 EH1856
 EH1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1856!SPC AR S     -   0.99999223  x   1.00002769  =   1.00001992
 EH1856!UTM  15      -   0.99999223  x   0.99973031  =   0.99972255
 EH1856
 EH1856:                Primary Azimuth Mark                     Grid Az
 EH1856:SPC AR S     -  CARLISLE ARK ST RICE MILL W TK           133 48 04.7
 EH1856:UTM  15      -  CARLISLE ARK ST RICE MILL W TK           133 13 40.2
 EH1856
 EH1856|---------------------------------------------------------------------|
 EH1856| PID    Reference Object                     Distance      Geod. Az  |
 EH1856|                                                           dddmmss.s |
 EH1856| EH3079 CARLISLE ARK ST RICE MILL W TK      APPROX.15.7 KM 1335217.0 |
 EH1856| EH3078 CARLISLE ARK ST RICE MILL E TK      APPROX.15.7 KM 1335738.0 |
 EH1856| EH1855 NELSON RM 1                         126.507 METERS 16959     |
 EH1856| EH1853 NELSON AZ MK                                       1793415.8 |
 EH1856| EH3081 LONOKE MUNICIPAL TANK               APPROX.11.2 KM 1912922.8 |
 EH1856| EH3080 LONOKE COMP CO TALL WATER TK        APPROX.11.2 KM 1970612.8 |
 EH1856| EH3082 LONOKE COM CO SHORT WATER TK        APPROX.11.2 KM 1971152.8 |
 EH1856| EH1857 NELSON RM 2                          50.445 METERS 28941     |
 EH1856|---------------------------------------------------------------------|
 EH1856
 EH1856                          SUPERSEDED SURVEY CONTROL
 EH1856
 EH1856  NAD 83(1986)-  34 52 54.26849(N)    091 52 29.26287(W) AD(       ) 1
 EH1856  NAD 27      -  34 52 53.95000(N)    091 52 28.75900(W) AD(       ) 1
 EH1856  NGVD 29 (??/??/??)   76.446  (m)          250.81   (f) ADJUSTED    1 2
 EH1856
 EH1856.Superseded values are not recommended for survey control.
 EH1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1856.See file dsdata.txt to determine how the superseded data were derived.
 EH1856
 EH1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0282660506(NAD 83)
 EH1856_MARKER: DS = TRIANGULATION STATION DISK
 EH1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1856_STAMPING: NELSON 1934
 EH1856_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1856+STABILITY: SURFACE MOTION
 EH1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1856+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH1856
 EH1856  HISTORY     - Date     Condition        Report By
 EH1856  HISTORY     - 1934     MONUMENTED       CGS
 EH1856  HISTORY     - 1955     GOOD             CGS
 EH1856  HISTORY     - 1967     GOOD             CGS
 EH1856  HISTORY     - 1967     GOOD             CGS
 EH1856  HISTORY     - 1990     GOOD             USPSQD
 EH1856  HISTORY     - 19980901 GOOD             NRCS
 EH1856  HISTORY     - 20030610 GOOD             USACE
 EH1856
 EH1856                          STATION DESCRIPTION
 EH1856
 EH1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 EH1856'STATION IS 13.2 MILES S OF BEEBE, ALONG STATE HIGHWAY 31,
 EH1856'ON LAND BELONGING TO MR. G. R. NELSON, WHO LIVES ABOUT 0.1
 EH1856'MILE W OF STATION, 42 FEET W OF THE CENTER LINE OF STATE
 EH1856'HIGHWAY 31, 30 FEET N OF CENTER LINE OF ROAD LEADING TO MR.
 EH1856'NELSONS HOUSE.
 EH1856'
 EH1856'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH1856'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH1856'
 EH1856'REFERENCE MARK NO.1 IS 415.05 FEET S OF STATION, 35 FEET E OF
 EH1856'CENTER LINE OF STATE HIGHWAY 31, IN E FENCE LINE.
 EH1856'
 EH1856'REFERENCE MARK NO.2 IS 165.50 FEET W OF STATION, 30 FEET S
 EH1856'OF GATE LEADING TO MR. NELSONS YARD, IN A N-S FENCE LINE,
 EH1856'10 FEET N OF AN E-W FENCE LINE.
 EH1856'
 EH1856'AZIMUTH MARK IS 0.7 MILE S OF STATION ALONG STATE HIGHWAY
 EH1856'31, IN FENCE LINE AT NE CORNER OF ROAD INTERSECTION.
 EH1856'
 EH1856'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 EH1856
 EH1856                          STATION RECOVERY (1955)
 EH1856
 EH1856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 EH1856'7.3 MI. N ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1856'AND PACIFIC RAILROAD STATION AT LONOKE, 0.15 MI. N OF A ROAD
 EH1856'JUNCTION, 88 FT. SE OF THE SE CORNER OF A FARMHOUSE, 42 FT.
 EH1856'W OF THE CENTERLINE OF THE HIGHWAY, 17 FT. W OF A FENCE,
 EH1856'18.7 FT. W OF A WITNESS POST, A TRIANGULATION-STATION DISK,
 EH1856'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FT. ABOVE
 EH1856'THE GROUND, AND STAMPED NELSON 1934.
 EH1856'
 EH1856'REFERENCE MARK 1 IS 415.0 FT. SE OF THE TRIANGULATION STATION,
 EH1856'95 FT. NW OF THE NW CORNER OF A HOUSE, 40 FT. E OF THE CENTERLINE
 EH1856'OF THE HIGHWAY, 20 FT. NE OF A FENCE CORNER, 10 FT. E OF A
 EH1856'FENCE, 12 FT. E OF A WITNESS POST, A REFERENCE-MARK DISK,
 EH1856'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE
 EH1856'THE GROUND, AND STAMPED NELSON NO 1 1934.
 EH1856'
 EH1856'REFERENCE MARK 2 IS 165.0 FT. NW OF THE TRIANGULATION STATION,
 EH1856'207 FT. W OF THE CENTERLINE OF THE HIGHWAY, 83 FT. SW OF THE
 EH1856'SW CORNER OF A FARMHOUSE, 71 FT. S OF AN E-AND-W FENCE, A
 EH1856'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1856'0.8 FT. ABOVE THE GROUND, AND STAMPED NELSON NO 2 1934.
 EH1856'
 EH1856'AZIMUTH MARK IS 0.75 MI. S OF THE TRIANGULATION STATION, 50
 EH1856'FT. E OF THE CENTERLINE OF THE HIGHWAY, 46 FT. NW OF A LONE
 EH1856'12-IN. OAK TREE, 22 FT. N OF THE CENTERLINE OF A PRIVATE
 EH1856'DIRT ROAD LEADING E, 19 FT. E OF A FENCE, 7.5 FT. N OF A FENCE,
 EH1856'22 FT. NE OF A TELEPHONE POLE, 2 FT. N OF A WITNESS POST,
 EH1856'A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST
 EH1856'PROJECTING 1.0 FT. ABOVE THE GROUND, AND STAMPED NELSON AZI
 EH1856'1934.
 EH1856
 EH1856                          STATION RECOVERY (1967)
 EH1856
 EH1856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH1856'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EH1856'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH1856'
 EH1856'STATION IS LOCATED IN THE SOUTHEAST CORNER OF MR. G.R. NELSONS
 EH1856'YARD, ABOUT 10 MILES NORTHWEST OF CARLISLE, 12 MILES SOUTH
 EH1856'OF BEEBE AND 10-1/4 MILES WEST OF HICKORY PLAINS.
 EH1856'
 EH1856'TO REACH FROM THE RAILROAD DEPOT IN LONOKE, GO NORTH ON STATE
 EH1856'HIGHWAY 31 FOR 7.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 EH1856'236.  CONTINUE AHEAD AND GO NORTH ON STATE HIGHWAY 31 FOR
 EH1856'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD
 EH1856'AND GO NORTH ON THE HIGHWAY FOR 0.75 MILE TO THE HOME OF G.R.
 EH1856'NELSON AND THE STATION ON THE LEFT.
 EH1856'
 EH1856'STATION MARK IS A STANDARD DISK, STAMPED NELSON 1934, SET
 EH1856'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 FOOT.  IT
 EH1856'IS 88 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. NELSONS
 EH1856'HOUSE, 42 FEET WEST OF THE CENTER OF STATE HIGHWAY 31 AND
 EH1856'2 FEET WEST OF A METAL WITNESS POST.
 EH1856'
 EH1856'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NELSON NO 1 1934,
 EH1856'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8 INCHES.
 EH1856'IT IS 95 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 EH1856'40 FEET EAST OF THE CENTER OF STATE HIGHWAY 31 AND IN THE
 EH1856'WEST EDGE OF A FIELD.
 EH1856'
 EH1856'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NELSON NO 2
 EH1856'1934, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4
 EH1856'INCHES.  IT IS 207 FEET WEST OF THE CENTER OF STATE HIGHWAY
 EH1856'31, 131 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR. NELSONS
 EH1856'HOUSE, 71 FEET SOUTH OF A FENCE AND IN THE SOUTHWEST PART
 EH1856'OF THE YARD.
 EH1856'
 EH1856'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED NELSON
 EH1856'AZI 1934, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 EH1856'1 FOOT.  IT IS 50 FEET EAST OF THE CENTER OF STATE HIGHWAY
 EH1856'31, 22 FEET NORTH OF THE CENTER OF A DRIVEWAY, 21 FEET NORTHEAST
 EH1856'OF THE NORTH END OF A CONCRETE CULVERT, 7 FEET NORTH OF A
 EH1856'POWERLINE POLE AND 1 FOOT EAST OF A METAL WITNESS POST.
 EH1856'
 EH1856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.3 MILES
 EH1856'NORTH OF LONOKE
 EH1856
 EH1856                          STATION RECOVERY (1967)
 EH1856
 EH1856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH1856'7.3 MI N FROM LONOKE.
 EH1856'IT IS 7.0 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK
 EH1856'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, THENCE NORTH ALONG
 EH1856'STATE HIGHWAY 31 FROM THE JUNCTION OF STATE HIGHWAY 236 FOR 1.25 MILES
 EH1856'TO THE MARK ON THE LEFT, 88 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EH1856'G.R. NELSONS HOME, 42 FEET WEST OF THE CENTER OF STATE HIGHWAY 31, 2
 EH1856'FEET WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A ROUND
 EH1856'CONCRETE POST PROJECTING 1 FOOT.
 EH1856
 EH1856                          STATION RECOVERY (1990)
 EH1856
 EH1856'RECOVERY NOTE BY US POWER SQUADRON 1990 (JC)
 EH1856'RECOVERED IN GOOD CONDITION.
 EH1856
 EH1856                          STATION RECOVERY (1998)
 EH1856
 EH1856'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH1856'RECOVERED AS DESCRIBED.
 EH1856
 EH1856                          STATION RECOVERY (2003)
 EH1856
 EH1856'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1934 ***********************************************************************
 FG1934  DESIGNATION -  NELSON
 FG1934  PID         -  FG1934
 FG1934  STATE/COUNTY-  AR/WASHINGTON
 FG1934  USGS QUAD   -  DURHAM (1973)
 FG1934
 FG1934                         *CURRENT SURVEY CONTROL
 FG1934  ___________________________________________________________________
 FG1934* NAD 83(1997)-  35 54 07.99529(N)    093 59 28.87042(W)     ADJUSTED  
 FG1934* NAVD 88     -       675.9    (meters)    2218.     (feet)  VERTCON   
 FG1934  ___________________________________________________________________
 FG1934  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FG1934  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG1934
 FG1934  HORZ ORDER  -  FIRST
 FG1934
 FG1934.The horizontal coordinates were established by classical geodetic methods
 FG1934.and adjusted by the National Geodetic Survey in September 1999..
 FG1934
 FG1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1934
 FG1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1934
 FG1934.The geoid height was determined by GEOID03.
 FG1934
 FG1934;                    North         East     Units Scale Factor Converg.
 FG1934;SPC AR N     -   175,874.376   220,251.910   MT  0.99995129   -1 09 31.6
 FG1934;SPC AR N     -   577,014.52    722,609.81   sFT  0.99995129   -1 09 31.6
 FG1934;UTM  15      - 3,973,557.276   410,540.149   MT  0.99969861   -0 34 52.9
 FG1934
 FG1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1934!SPC AR N     -   0.99989830  x   0.99995129  =   0.99984959
 FG1934!UTM  15      -   0.99989830  x   0.99969861  =   0.99959694
 FG1934
 FG1934|---------------------------------------------------------------------|
 FG1934| PID    Reference Object                     Distance      Geod. Az  |
 FG1934|                                                           dddmmss.s |
 FG1934| CI2647 NELSON RM 1                          24.464 METERS 02640     |
 FG1934| FG1933 BIEHL                               APPROX. 9.8 KM 0960252.4 |
 FG1934| CI2648 NELSON RM 2                          26.011 METERS 12923     |
 FG1934| GG0623 FAYETTEVILLE TV STA KGTO MAST       APPROX.15.2 KM 3263807.2 |
 FG1934| CI2646 NELSON AZ MK                                       3384411.9 |
 FG1934| FG1935 DURHAM ATT MICROWAVE                184.650 METERS 34452     |
 FG1934|---------------------------------------------------------------------|
 FG1934
 FG1934                          SUPERSEDED SURVEY CONTROL
 FG1934
 FG1934  NAD 83(1997)-  35 54 08.00625(N)    093 59 28.87028(W) AD(       ) 1
 FG1934  NAD 83(1986)-  35 54 08.00499(N)    093 59 28.86947(W) AD(       ) 1
 FG1934  NAD 27      -  35 54 07.71889(N)    093 59 28.15558(W) AD(       ) 1
 FG1934  NGVD 29 (07/19/86)  675.8    (m)         2217.     (f) VERT ANG       
 FG1934
 FG1934.Superseded values are not recommended for survey control.
 FG1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1934.See file dsdata.txt to determine how the superseded data were derived.
 FG1934
 FG1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1054073557(NAD 83)
 FG1934_MARKER: DS = TRIANGULATION STATION DISK
 FG1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1934
 FG1934  HISTORY     - Date     Condition        Report By
 FG1934  HISTORY     - 1971     MONUMENTED       NGS
 FG1934
 FG1934                          STATION DESCRIPTION
 FG1934
 FG1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1934'THE STATION IS LOCATED ABOUT 10 MILES SOUTH AND 10 MILES EAST OF
 FG1934'FAYETTEVILLE, 8 MILES SOUTH AND 2 MILES EAST OF ELKINS, 3 MILES
 FG1934'SOUTH OF DURHAM, ABOUT 0.1 MILE SOUTH OF A LARGE MICROWAVE TOWER, IN
 FG1934'THE NORTHEAST 1/4 OF SECTION 7, R 28 W., T 14 N, AND ON PROPERTY
 FG1934'OWNED BY MR. RICHARD NELSON WHO LIVES ABOUT 1/4 MILE SOUTHEAST OF
 FG1934'THE STATION.
 FG1934'
 FG1934'TO REACH THE STATION FROM THE OFFSET GRAVELED ROAD IN THE SMALL
 FG1934'VILLAGE OF DURHAM, GO SOUTHEAST ON STATE HIGHWAY 16 FOR 0.15 MILE TO
 FG1934'A BRIDGE OVER A CREEK.  CONTINUE AHEAD SOUTHEAST ON HIGHWAY FOR 0.05
 FG1934'MILE TO A SURFACED ROAD ON RIGHT AND SIGN HAZEL VALLEY, BRENTWOOD.
 FG1934'TURN RIGHT AND GO SOUTH ON SURFACED ROAD 3.10 MILES TO THE END OF
 FG1934'SURFACED ROAD AND A LOCKED GATE ON THE RIGHT.  TURN RIGHT AND
 FG1934'PASS THROUGH GATE FOLLOWING GRAVELED ROAD UP HILL SOUTHWEST AND
 FG1934'SOUTH FOR 0.45 MILE TO THE AZIMUTH MARK ON LEFT JUST BEFORE
 FG1934'REACHING A CATTLE GUARD.  AT CATTLE GUARD BEAR RIGHT AND GO SOUTH
 FG1934'PASSING TO THE WEST OF THE MICROWAVE TOWER AND CONTINUE FOR 0.1
 FG1934'MILE TO THE TOP OF HILL AND STATION ON LEFT.
 FG1934'
 FG1934'STATION MARKS ARE STANDARD DISKS STAMPED NELSON 1971.  THE SURFACE
 FG1934'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FG1934'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET EAST OF
 FG1934'THE HIGHEST POINT OF A LARGE ROCK PILE AND 15.3 FEET SOUTHEAST OF A
 FG1934'METAL WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD DISK
 FG1934'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 32-INCHES BELOW THE
 FG1934'GROUND SURFACE.
 FG1934'
 FG1934'REFERENCE MARK 1, A STANDARD DISK STAMPED NELSON NO 1 1971, IS
 FG1934'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT PROJECTS 4
 FG1934'INCHES.  IT IS 77 FEET NORTHEAST OF THE METAL WITNESS POST, 72 FEET
 FG1934'NORTHEAST OF THE EAST EDGE OF ROCK PILE AND ABOUT 5 FEET LOWER IN
 FG1934'ELEVATION THAN STATION.
 FG1934'
 FG1934'REFERENCE MARK 2, A STANDARD DISK STAMPED NELSON NO 2 1971, IS SET IN
 FG1934'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 FG1934'WITH THE GROUND SURFACE.  IT IS 136 FEET SOUTHEAST OF THE HIGHEST
 FG1934'POINT OF THE ROCK PILE, 101 FEET EAST-SOUTHEAST OF THE METAL
 FG1934'WITNESS POST AND 4 FEET LOWER IN ELEVATION THAN THE STATION.
 FG1934'
 FG1934'AZIMUTH MARK, A STANDARD DISK STAMPED NELSON 1971, IS CEMENTED IN A
 FG1934'DRILL HOLE IN TOP OF AN IRREGULAR MASS OF CONCRETE POURED IN A DITCH
 FG1934'TO STOP EROSION.  IT IS 266 FEET NORTHWEST OF THE NORTHWEST CORNER
 FG1934'OF THE FENCE AROUND THE MICROWAVE TOWER, 135 FEET NORTHWEST OF THE
 FG1934'CENTER OF CATTLE GUARD, 8.5 FEET NORTHEAST OF THE CENTER OF THE
 FG1934'GRAVELED ROAD AND 3.1 FEET SOUTH OF A METAL WITNESS POST.
 FG1934'
 FG1934'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1853 ***********************************************************************
 EH1853  DESIGNATION -  NELSON AZ MK
 EH1853  PID         -  EH1853
 EH1853  STATE/COUNTY-  AR/LONOKE
 EH1853  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1853
 EH1853                         *CURRENT SURVEY CONTROL
 EH1853  ___________________________________________________________________
 EH1853* NAD 83(1986)-  34 52 17.     (N)    091 52 30.     (W)     SCALED    
 EH1853* NAVD 88     -        75.526  (meters)     247.79   (feet)  ADJUSTED  
 EH1853  ___________________________________________________________________
 EH1853  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1853  DYNAMIC HT  -          75.456 (meters)     247.56  (feet)  COMP
 EH1853  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 EH1853
 EH1853  VERT ORDER  -  FIRST     CLASS II
 EH1853
 EH1853.The horizontal coordinates were scaled from a topographic map and have
 EH1853.an estimated accuracy of +/- 6 seconds.
 EH1853
 EH1853.The orthometric height was determined by differential leveling
 EH1853.and adjusted by the National Geodetic Survey in June 1991..
 EH1853
 EH1853.The geoid height was determined by GEOID03.
 EH1853
 EH1853.The dynamic height is computed by dividing the NAVD 88
 EH1853.geopotential number by the normal gravity value computed on the
 EH1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1853.degrees latitude (g = 980.6199 gals.).
 EH1853
 EH1853.The modeled gravity was interpolated from observed gravity values.
 EH1853
 EH1853;                    North         East    Units  Estimated Accuracy
 EH1853;SPC AR S     -   644,550.      411,430.      MT  (+/- 180 meters Scaled)
 EH1853
 EH1853                          SUPERSEDED SURVEY CONTROL
 EH1853
 EH1853  NGVD 29 (??/??/??)   75.534  (m)          247.81   (f) ADJUSTED    1 2
 EH1853
 EH1853.Superseded values are not recommended for survey control.
 EH1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1853.See file dsdata.txt to determine how the superseded data were derived.
 EH1853
 EH1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU028593(NAD 83)
 EH1853_MARKER: DZ = AZIMUTH MARK DISK
 EH1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1853_STAMPING: NELSON AZI 1934
 EH1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1853+STABILITY: SURFACE MOTION
 EH1853
 EH1853  HISTORY     - Date     Condition        Report By
 EH1853  HISTORY     - 1934     MONUMENTED       CGS
 EH1853  HISTORY     - 1967     GOOD             CGS
 EH1853  HISTORY     - 1990     GOOD             USPSQD
 EH1853
 EH1853                          STATION DESCRIPTION
 EH1853
 EH1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1853'6.55 MI N FROM LONOKE.
 EH1853'FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT LONOKE,
 EH1853'GO NORTH ON STATE HIGHWAY 31 FOR 7.0 MILES TO THE JUNCTION OF STATE
 EH1853'HIGHWAY 236, THENCE NORTH ON STATE HIGHWAY 31 FOR 0.5 MILE TO THE MARK
 EH1853'ON THE RIGHT, 50 FEET EAST OF THE CENTER OF STATE HIGHWAY 31, 22 FEET
 EH1853'NORTH OF THE CENTER OF A DRIVEWAY, 21 FEET NORTHEAST OF THE NORTH END
 EH1853'OF A CONCRETE CULVERT, 7 FEET NORTH OF A POWERLINE POLE, 1 FOOT EAST
 EH1853'OF A METAL WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST
 EH1853'PROJECTING 1 FOOT.
 EH1853
 EH1853                          STATION RECOVERY (1990)
 EH1853
 EH1853'RECOVERY NOTE BY US POWER SQUADRON 1990 (JC)
 EH1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1855 ***********************************************************************
 EH1855  DESIGNATION -  NELSON RM 1
 EH1855  PID         -  EH1855
 EH1855  STATE/COUNTY-  AR/LONOKE
 EH1855  USGS QUAD   -  WATTENSAW (1982)
 EH1855
 EH1855                         *CURRENT SURVEY CONTROL
 EH1855  ___________________________________________________________________
 EH1855* NAD 83(1986)-  34 52 52.     (N)    091 52 27.     (W)     SCALED    
 EH1855* NAVD 88     -        76.690  (meters)     251.61   (feet)  ADJUSTED  
 EH1855  ___________________________________________________________________
 EH1855  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH1855  DYNAMIC HT  -          76.619 (meters)     251.37  (feet)  COMP
 EH1855  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 EH1855
 EH1855  VERT ORDER  -  FIRST     CLASS II
 EH1855
 EH1855.The horizontal coordinates were scaled from a topographic map and have
 EH1855.an estimated accuracy of +/- 6 seconds.
 EH1855
 EH1855.The orthometric height was determined by differential leveling
 EH1855.and adjusted by the National Geodetic Survey in June 1991..
 EH1855
 EH1855.The geoid height was determined by GEOID03.
 EH1855
 EH1855.The dynamic height is computed by dividing the NAVD 88
 EH1855.geopotential number by the normal gravity value computed on the
 EH1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1855.degrees latitude (g = 980.6199 gals.).
 EH1855
 EH1855.The modeled gravity was interpolated from observed gravity values.
 EH1855
 EH1855;                    North         East    Units  Estimated Accuracy
 EH1855;SPC AR S     -   645,630.      411,500.      MT  (+/- 180 meters Scaled)
 EH1855
 EH1855                          SUPERSEDED SURVEY CONTROL
 EH1855
 EH1855  NGVD 29 (??/??/??)   76.698  (m)          251.63   (f) ADJUSTED    1 2
 EH1855
 EH1855.Superseded values are not recommended for survey control.
 EH1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1855.See file dsdata.txt to determine how the superseded data were derived.
 EH1855
 EH1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU028604(NAD 83)
 EH1855_MARKER: DR = REFERENCE MARK DISK
 EH1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1855_STAMPING: NELSON NO 1 1934
 EH1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1855+STABILITY: SURFACE MOTION
 EH1855
 EH1855  HISTORY     - Date     Condition        Report By
 EH1855  HISTORY     - 1934     MONUMENTED       CGS
 EH1855  HISTORY     - 1967     GOOD             CGS
 EH1855  HISTORY     - 1976     POOR             USGS
 EH1855  HISTORY     - 1990     POOR             USPSQD
 EH1855
 EH1855                          STATION DESCRIPTION
 EH1855
 EH1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1855'7.25 MI N FROM LONOKE.
 EH1855'FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT LONOKE,
 EH1855'GO NORTH ON STATE HIGHWAY 31 FOR 7.0 MILES TO THE JUNCTION OF STATE
 EH1855'HIGHWAY 236, THENCE NORTH ON STATE HIGHWAY 31 FOR 1.2 MILES TO THE
 EH1855'MARK ON THE RIGHT, 95 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EH1855'HOUSE, 40 FEET EAST OF THE CENTER OF STATE HIGHWAY 31, IN THE WEST
 EH1855'EDGE OF A FIELD, 415.0 FEET SOUTHEAST OF TRIANGULATION STATION NELSON
 EH1855'AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 FOOT.
 EH1855'NOTE-- 11/76 REPORT INDICATES THAT MARK HAS BEEN DISTURBED, AS THE
 EH1855'ARROW ON THE REF. MARK IS POINTING DIRECTLY EAST RATHER THAN TOWARD
 EH1855'THE TRI-STATION WHICH IS TO THE NORTHWEST.
 EH1855
 EH1855                          STATION RECOVERY (1976)
 EH1855
 EH1855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1855'MARK RECOVERED IN POOR CONDITION.
 EH1855
 EH1855                          STATION RECOVERY (1990)
 EH1855
 EH1855'RECOVERY NOTE BY US POWER SQUADRON 1990 (JC)
 EH1855'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1857 ***********************************************************************
 EH1857  DESIGNATION -  NELSON RM 2
 EH1857  PID         -  EH1857
 EH1857  STATE/COUNTY-  AR/LONOKE
 EH1857  USGS QUAD   -  OAK GROVE (1982)
 EH1857
 EH1857                         *CURRENT SURVEY CONTROL
 EH1857  ___________________________________________________________________
 EH1857* NAD 83(1986)-  34 52 55.     (N)    091 52 32.     (W)     SCALED    
 EH1857* NAVD 88     -        75.649  (meters)     248.19   (feet)  ADJUSTED  
 EH1857  ___________________________________________________________________
 EH1857  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH1857  DYNAMIC HT  -          75.579 (meters)     247.96  (feet)  COMP
 EH1857  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 EH1857
 EH1857  VERT ORDER  -  FIRST     CLASS II
 EH1857
 EH1857.The horizontal coordinates were scaled from a topographic map and have
 EH1857.an estimated accuracy of +/- 6 seconds.
 EH1857
 EH1857.The orthometric height was determined by differential leveling
 EH1857.and adjusted by the National Geodetic Survey in June 1991..
 EH1857
 EH1857.The geoid height was determined by GEOID03.
 EH1857
 EH1857.The dynamic height is computed by dividing the NAVD 88
 EH1857.geopotential number by the normal gravity value computed on the
 EH1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1857.degrees latitude (g = 980.6199 gals.).
 EH1857
 EH1857.The modeled gravity was interpolated from observed gravity values.
 EH1857
 EH1857;                    North         East    Units  Estimated Accuracy
 EH1857;SPC AR S     -   645,720.      411,380.      MT  (+/- 180 meters Scaled)
 EH1857
 EH1857                          SUPERSEDED SURVEY CONTROL
 EH1857
 EH1857  NGVD 29 (??/??/??)   75.657  (m)          248.22   (f) ADJUSTED    1 2
 EH1857
 EH1857.Superseded values are not recommended for survey control.
 EH1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1857.See file dsdata.txt to determine how the superseded data were derived.
 EH1857
 EH1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU027605(NAD 83)
 EH1857_MARKER: DR = REFERENCE MARK DISK
 EH1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1857_STAMPING: NELSON NO 2 1934
 EH1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1857+STABILITY: SURFACE MOTION
 EH1857
 EH1857  HISTORY     - Date     Condition        Report By
 EH1857  HISTORY     - 1934     MONUMENTED       CGS
 EH1857  HISTORY     - 1967     GOOD             CGS
 EH1857
 EH1857                          STATION DESCRIPTION
 EH1857
 EH1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1857'7.3 MI N FROM LONOKE.
 EH1857'FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT LONOKE,
 EH1857'GO NORTH ON STATE HIGHWAY 31 FOR 7.0 MILES TO THE JUNCTION OF STATE
 EH1857'HIGHWAY 236, THENCE NORTH ON STATE HIGHWAY 31 FOR 1.25 MILE TO THE
 EH1857'HOME OF MR. G.R. NELSON ON THE LEFT, 207 FEET WEST OF THE CENTER OF
 EH1857'STATE HIGHWAY 31, 131 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EH1857'HOUSE, 71 FEET SOUTH OF A FENCE, 165.0 FEET NORTHWEST OF TRIANGULATION
 EH1857'STATION NELSON AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 EH1857'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0818 ***********************************************************************
 FF0818  DESIGNATION -  NETTLE
 FF0818  PID         -  FF0818
 FF0818  STATE/COUNTY-  AR/CRAIGHEAD
 FF0818  USGS QUAD   -  NEEDHAM (1983)
 FF0818
 FF0818                         *CURRENT SURVEY CONTROL
 FF0818  ___________________________________________________________________
 FF0818* NAD 83(1997)-  35 49 09.83634(N)    090 36 06.25801(W)     ADJUSTED  
 FF0818* NAVD 88     -        71.639  (meters)     235.04   (feet)  POSTED    
 FF0818  ___________________________________________________________________
 FF0818  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 FF0818  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF0818  DYNAMIC HT  -          71.580 (meters)     234.84  (feet)  COMP
 FF0818  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 FF0818
 FF0818  HORZ ORDER  -  FIRST
 FF0818  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0818
 FF0818.The horizontal coordinates were established by classical geodetic methods
 FF0818.and adjusted by the National Geodetic Survey in September 1999..
 FF0818
 FF0818.The orthometric height was determined by differential leveling
 FF0818.and adjusted by the National Geodetic Survey in 1992..
 FF0818.No vertical observational check was made to the station.
 FF0818.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0818.was located on a no-check spur therefore a value was not computed.
 FF0818
 FF0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0818
 FF0818.The geoid height was determined by GEOID03.
 FF0818
 FF0818.The dynamic height is computed by dividing the NAVD 88
 FF0818.geopotential number by the normal gravity value computed on the
 FF0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0818.degrees latitude (g = 980.6199 gals.).
 FF0818
 FF0818.The modeled gravity was interpolated from observed gravity values.
 FF0818
 FF0818;                    North         East     Units Scale Factor Converg.
 FF0818;SPC AR N     -   165,764.669   526,347.972   MT  0.99994433   +0 48 49.1
 FF0818;SPC AR N     -   543,846.25  1,726,859.97   sFT  0.99994433   +0 48 49.1
 FF0818;UTM  15      - 3,966,572.081   716,661.481   MT  1.00017847   +1 24 14.7
 FF0818
 FF0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0818!SPC AR N     -   0.99999313  x   0.99994433  =   0.99993746
 FF0818!UTM  15      -   0.99999313  x   1.00017847  =   1.00017160
 FF0818
 FF0818:                Primary Azimuth Mark                     Grid Az
 FF0818:SPC AR N     -  NETTLE AZ MK                             065 29 20.4
 FF0818:UTM  15      -  NETTLE AZ MK                             064 53 54.8
 FF0818
 FF0818|---------------------------------------------------------------------|
 FF0818| PID    Reference Object                     Distance      Geod. Az  |
 FF0818|                                                           dddmmss.s |
 FF0818| CI4731 NETTLE AZ MK                                       0661809.5 |
 FF0818| FF0819 NETTLE RM 1                          27.368 METERS 07120     |
 FF0818| CI4733 NETTLE RM 3                          15.254 METERS 07552     |
 FF0818| CI4734 NETTLE RM 4                          20.019 METERS 18141     |
 FF0818| FF0817 NETTLE RM 2                          20.016 METERS 18146     |
 FF0818| CI4732 NETTLE AZ MK 2                                     1820309.6 |
 FF0818| FF2103 JONESBORO REA RADIO MAST            APPROX. 9.1 KM 2663554.2 |
 FF0818| FF2101 NETTLETON MUNICIPAL TANK            APPROX. 4.6 KM 2692345.4 |
 FF0818| FF2104 JONESBORO MUNICIPAL TANK            APPROX. 9.5 KM 2765029.8 |
 FF0818| FF2107 JONESBORO CITY WATR LT PLT STK      APPROX. 9.8 KM 2865706.9 |
 FF0818| FF2108 JONESBORO ARK STATE COLL STACK      APPROX. 7.3 KM 2874135.5 |
 FF0818| FF2105 JONESBORO RADIO STA KNEA MAST       APPROX.12.2 KM 2885120.2 |
 FF0818| FF2102 AIRPORT BCN JONESBORO MUN APT       APPROX. 4.8 KM 2892737.2 |
 FF0818| FF2109 JONESBORO RADIO STA KBTM MAST       APPROX. 6.0 KM 2935831.8 |
 FF0818|---------------------------------------------------------------------|
 FF0818
 FF0818                          SUPERSEDED SURVEY CONTROL
 FF0818
 FF0818  NAD 83(1997)-  35 49 09.84310(N)    090 36 06.25734(W) AD(       ) 1
 FF0818  NAD 83(1986)-  35 49 09.84798(N)    090 36 06.25793(W) AD(       ) 1
 FF0818  NAD 27      -  35 49 09.57630(N)    090 36 05.86460(W) AD(       ) 1
 FF0818  NGVD 29 (??/??/??)   71.561  (m)          234.78   (f) ADJUSTED    1 2
 FF0818
 FF0818.Superseded values are not recommended for survey control.
 FF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0818.See file dsdata.txt to determine how the superseded data were derived.
 FF0818
 FF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1666166572(NAD 83)
 FF0818_MARKER: DS = TRIANGULATION STATION DISK
 FF0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0818_STAMPING: NETTLE 1954
 FF0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0818+STABILITY: SURFACE MOTION
 FF0818
 FF0818  HISTORY     - Date     Condition        Report By
 FF0818  HISTORY     - 1954     MONUMENTED       CGS
 FF0818  HISTORY     - 1956     GOOD             CGS
 FF0818  HISTORY     - 1971     SEE DESCRIPTION  NGS
 FF0818  HISTORY     - 1979     GOOD             NGS
 FF0818  HISTORY     - 1979     SEE DESCRIPTION  USGS
 FF0818  HISTORY     - 20020814 MARK NOT FOUND   USACE
 FF0818
 FF0818                          STATION DESCRIPTION
 FF0818
 FF0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0818'THE STATION IS LOCATED ABOUT 11 MILES WEST OF LAKE CITY, ABOUT
 FF0818'3 MILES EAST OF NETTLETON, 30 FEET SOUTH OF A FENCE CORNER, 18
 FF0818'FEET EAST OF THE CENTER OF A TRACK ROAD AND 5 FEET NORTHEAST OF A
 FF0818'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED NETTLE 1954.
 FF0818'
 FF0818'REFERENCE MARK NO. 1 IS 102 FEET EAST OF THE CENTER OF THE TRACK
 FF0818'ROAD AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  IT PROJECTS
 FF0818'4 INCHES AND IS STAMPED NETTLE NO 1 1954.
 FF0818'
 FF0818'REFERENCE MARK NO. 2 IS 96 FEET SOUTH OF A FENCE CORNER AND 13
 FF0818'FEET EAST OF THE CENTER OF THE TRACK ROAD.  IT PROJECTS 4 INCHES
 FF0818'AND IS STAMPED NETTLE NO 2 1954.
 FF0818'
 FF0818'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 128.45 FEET.
 FF0818'
 FF0818'THE AZIMUTH MARK IS 43 FEET NORTH OF THE CENTER OF STATE
 FF0818'HIGHWAY 18, 16 FEET EAST OF THE CENTER OF A DRIVEWAY, 4 FEET
 FF0818'NORTH OF THE CORNER OF A BOARD FENCE AND 2 FEET SOUTH OF A
 FF0818'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED NETTLE 1954.
 FF0818'
 FF0818'TO REACH THE STATION FROM THE POST OFFICE IN NETTLETON GO WEST
 FF0818'AND NORTH ON U.S. HIGHWAY 63 FOR 0.3 MILE TO THE JUNCTION
 FF0818'WITH STATE HIGHWAY 18, TURN RIGHT AND GO EAST ON STATE HIGHWAY
 FF0818'18 FOR 2.95 MILES TO A TRACK ROAD RIGHT, TURN RIGHT AND GO
 FF0818'SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION AND REFERENCE
 FF0818'MARKS ON THE LEFT AS DESCRIBED.
 FF0818'
 FF0818'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 FF0818'TRACK ROAD FOR 0.1 MILE TO STATE HIGHWAY 18, TURN RIGHT AND
 FF0818'GO EAST ON STATE HIGHWAY 18 FOR 0.35 MILE TO THE AZIMUTH MARK
 FF0818'ON THE LEFT.
 FF0818'
 FF0818'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF0818
 FF0818                          STATION RECOVERY (1956)
 FF0818
 FF0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0818'2.8 MI E FROM NETTLETON.
 FF0818'2.65 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0818'THE STATION AT NETTLETON, THENCE ABOUT 0.1 MILE NORTH ALONG A
 FF0818'GRAVEL ROAD, ABOUT 0.15 MILE SOUTH ALONG GRAVEL ROAD FROM THE
 FF0818'JUNCTION OF STATE HIGHWAY 18, 19 FEET EAST OF CENTER LINE OF ROAD,
 FF0818'30 FEET SOUTH OF SOUTHWEST CORNER OF FENCE AROUND A SMALL OLD
 FF0818'FRAME HOUSE, 37 FEET SOUTH OF SOUTH ONE OF A ROW OF FOUR CATALPA
 FF0818'TREES, 65.4 FEET NORTH OF RM NO. 2, 68.8 FEET WEST-SOUTHWEST OF
 FF0818'RM NO. 1, 5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0818'1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0818'ABOUT FLUSH WITH GROUND.
 FF0818
 FF0818                          STATION RECOVERY (1971)
 FF0818
 FF0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FF0818'THE SURFACE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE
 FF0818'MARK NO. 2 WERE ALL FOUND DESTROYED.  AFTER A LENGTHY SEARCH, THE
 FF0818'UNDERGROUND STATION MARK WAS FOUND IN EXCELLENT CONDITION.
 FF0818'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 FF0818'HOWEVER, THE MARK WOULD BE DESTROYED BY CONSTRUCTION ALONG
 FF0818'STATE ROUTE 18.  A FIRM PLUMBING BENCH WAS ERECTED OVER THE
 FF0818'UNDERGROUND STATION MARK AND THE POINT HELD, AFTER WHICH THE
 FF0818'EXCAVATION WAS ENLARGED AND A NEW SURFACE STATION MARK WAS
 FF0818'SET DIRECTLY UNDER THE POINT HELD, TWO NEW REFERENCE MARKS
 FF0818'NO. 3 AND NO. 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 FF0818'THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES
 FF0818'OBSERVED BETWEEN THE ORIGINAL AZIMUTH MARK AND ALL NEW MARKS.
 FF0818'AFTER ALL RECORDS WERE CHECKED, THE ORIGINAL AZIMUTH MARK
 FF0818'WAS DESTROYED AND THE DISK REMOVED.
 FF0818'
 FF0818'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF0818'
 FF0818'THE STATION IS LOCATED ABOUT 11 MILES WEST OF LAKE CITY, ABOUT
 FF0818'3 MILES EAST OF NETTLETON, ABOUT 0.15 OF A MILE SOUTH OF
 FF0818'STATE ROUTE 18, AND ON THE PROPERTY OF MR. F.W. WADE.
 FF0818'
 FF0818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63B AND
 FF0818'STATE ROUTE 18 NEAR THE SOUTHEAST CORNER OF JONESBORO, GO
 FF0818'EASTERLY ON STATE ROUTE 18 FOR 0.65 OF A MILE TO STATE ROUTE
 FF0818'351 RIGHT, CONTINUE EASTERLY ON STATE ROUTE 18 FOR 0.95 OF
 FF0818'A MILE TO THE URBAN LIMITS, CONTINUE EASTERLY ON STATE ROUTE
 FF0818'18 FOR 1.25 MILES TO A GRAVELED T ROAD RIGHT.  HERE TURN RIGHT
 FF0818'ON THIS GRAVELED ROAD AND GO SOUTHERLY FOR 0.15 OF A MILE TO
 FF0818'THE STATION ON THE LEFT AS DESCRIBED.
 FF0818'
 FF0818'THE STATION IS 52 FEET SOUTHWEST OF A 30-INCH CATALPA TREE,
 FF0818'38 FEET SOUTH OF A 30-INCH CATALPA TREE, 22 FEET SOUTH OF THE
 FF0818'APPROXIMATE CENTER OF A PAVED DRIVE INTO SMALL LOT, 18 FEET
 FF0818'EAST OF THE APPROXIMENT CENTER OF THE GRAVELED ROAD, 1.0 FOOT
 FF0818'WEST OF A METAL WITNESS POST AND SIGN, AND IN THE SOUTHWEST
 FF0818'CORNER OF THE LOT NEAR THE NORTHWEST CORNER OF A FIELD.  IT IS
 FF0818'A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 FF0818'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED NETTLE
 FF0818'1954 1971.
 FF0818'
 FF0818'REFERENCE MARK NO. 3 IS 67 FEET EAST OF THE APPROXIMATE CENTER
 FF0818'OF THE GRAVELED ROAD, 59 FEET EAST-SOUTHEAST OF A 30-INCH
 FF0818'CATALPA TREE, 49 FEET EAST OF A METAL WITNESS POST AND SIGN,
 FF0818'28 FEET SOUTH-SOUTHEAST OF A 30-INCH CATALPA TREE, AND 5 FEET
 FF0818'NORTH OF THE EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK
 FF0818'SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 FF0818'AND THE DISK IS STAMPED NETTLE 1954 NO 3 1971.
 FF0818'
 FF0818'REFERENCE MARK NO. 4 IS 87 FEET SOUTH OF THE APPROXIMATE CENTER
 FF0818'OF THE PAVED DRIVEWAY INTO SMALL LOT, 14 FEET EAST OF THE
 FF0818'APPROXIMATE CENTER OF THE GRAVELED ROAD, 1.2 FEET NORTH OF A
 FF0818'METAL WITNESS POST AND SIGN, AND NEAR THE WEST EDGE OF A
 FF0818'CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FF0818'12-INCH, SQUARE, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FF0818'NETTLE 1954 NO 4 1971.
 FF0818'
 FF0818'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3
 FF0818'AND REFERENCE MARK NO. 4 IS 92.81 FEET - 28.288 METERS.
 FF0818'
 FF0818'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE SOUTH OF THE STATION,
 FF0818'48 FEET WEST AND ACROSS THE ROAD FROM A 16-INCH BLACK WALNUT
 FF0818'TREE, 72 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 FF0818'INTERSECTION OF THE GRAVELED ROAD AND A DRIVEWAY EAST, 33 FEET
 FF0818'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 2.2 FEET
 FF0818'NORTH OF GUYED POWERLINE POLE REA 6, AND 0.8 OF A FOOT EAST
 FF0818'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FF0818'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 FF0818'PROJECTS 5 INCHES AND THE DISK IS STAMPED NETTLE 1954 1971.
 FF0818'
 FF0818'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY
 FF0818'ON THE GRAVELED ROAD FOR 0.2 OF A MILE TO THE MARK ON THE RIGHT
 FF0818'AS DESCRIBED.
 FF0818'
 FF0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3
 FF0818'MILES EAST OF NETTLETON.
 FF0818
 FF0818                          STATION RECOVERY (1979)
 FF0818
 FF0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 FF0818'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD
 FF0818'CONDITION.  REFERENCE MARK 4 WAS RECOVERED WITH THE DISK
 FF0818'DAMAGED.  REFERENCE MARK 3 WAS NOT SEARCHED FOR.  THE AZIMUTH
 FF0818'MARK 1971 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FF0818'
 FF0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF0818'3 MILES EAST OF NETTLETON.
 FF0818
 FF0818                          STATION RECOVERY (1979)
 FF0818
 FF0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (FSS)
 FF0818'THE NEW REF. MARKS, 3 AND 4 FOR TRIANGULATION STATION NETTLE
 FF0818'COULD NOT BE FOUND.
 FF0818'
 FF0818'A THOROUGH SEARCH WAS MADE IN THE AREA, NO EVIDENCE OF THE MARKS
 FF0818'COULD BE RECOVERED.
 FF0818
 FF0818                          STATION RECOVERY (2002)
 FF0818
 FF0818'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0818'MARK BELIEVED DESTROYED DURING ROAD CONST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0819 ***********************************************************************
 FF0819  DESIGNATION -  NETTLE RM 1
 FF0819  PID         -  FF0819
 FF0819  STATE/COUNTY-  AR/CRAIGHEAD
 FF0819  USGS QUAD   -  NEEDHAM (1983)
 FF0819
 FF0819                         *CURRENT SURVEY CONTROL
 FF0819  ___________________________________________________________________
 FF0819* NAD 83(1986)-  35 49 09.     (N)    090 36 06.     (W)     SCALED    
 FF0819* NAVD 88     -        71.632  (meters)     235.01   (feet)  POSTED    
 FF0819  ___________________________________________________________________
 FF0819  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF0819  DYNAMIC HT  -          71.570 (meters)     234.81  (feet)  COMP
 FF0819  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 FF0819
 FF0819  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0819
 FF0819.The horizontal coordinates were scaled from a topographic map and have
 FF0819.an estimated accuracy of +/- 6 seconds.
 FF0819
 FF0819.The orthometric height was determined by differential leveling
 FF0819.and adjusted by the National Geodetic Survey in 1992..
 FF0819.No vertical observational check was made to the station.
 FF0819.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0819.was located on a no-check spur therefore a value was not computed.
 FF0819
 FF0819.The geoid height was determined by GEOID03.
 FF0819
 FF0819.The dynamic height is computed by dividing the NAVD 88
 FF0819.geopotential number by the normal gravity value computed on the
 FF0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0819.degrees latitude (g = 980.6199 gals.).
 FF0819
 FF0819.The modeled gravity was interpolated from observed gravity values.
 FF0819
 FF0819;                    North         East    Units  Estimated Accuracy
 FF0819;SPC AR N     -   165,740.      526,360.      MT  (+/- 180 meters Scaled)
 FF0819
 FF0819                          SUPERSEDED SURVEY CONTROL
 FF0819
 FF0819  NGVD 29 (??/??/??)   71.554  (m)          234.76   (f) ADJUSTED    1 2
 FF0819
 FF0819.Superseded values are not recommended for survey control.
 FF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0819.See file dsdata.txt to determine how the superseded data were derived.
 FF0819
 FF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV166665(NAD 83)
 FF0819_MARKER: DR = REFERENCE MARK DISK
 FF0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0819_STAMPING: NETTLE NO 1 1954
 FF0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0819+STABILITY: SURFACE MOTION
 FF0819
 FF0819  HISTORY     - Date     Condition        Report By
 FF0819  HISTORY     - 1954     MONUMENTED       CGS
 FF0819  HISTORY     - 1956     GOOD             CGS
 FF0819
 FF0819                          STATION DESCRIPTION
 FF0819
 FF0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0819'2.8 MI E FROM NETTLETON.
 FF0819'2.65 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0819'THE STATION AT NETTLETON, THENCE ABOUT 0.1 MILE NORTH ALONG
 FF0819'A GRAVEL ROAD, ABOUT 0.15 MILE SOUTH OF JUNCTION OF STATE HIGHWAY
 FF0819'18, 104 FEET EAST OF CENTER LINE OF ROAD, 1.9 FEET SOUTHWEST
 FF0819'OF SOUTHEAST CORNER OF YARD FENCE AROUND A SMALL OLD FRAME HOUSE,
 FF0819'68.8 FEET EAST-NORTHEAST OF STATION MARK, 128 FEET NORTHEAST OF
 FF0819'RM NO. 2, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP
 FF0819'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0817 ***********************************************************************
 FF0817  DESIGNATION -  NETTLE RM 2
 FF0817  PID         -  FF0817
 FF0817  STATE/COUNTY-  AR/CRAIGHEAD
 FF0817  USGS QUAD   -  NEEDHAM (1983)
 FF0817
 FF0817                         *CURRENT SURVEY CONTROL
 FF0817  ___________________________________________________________________
 FF0817* NAD 83(1986)-  35 49 10.     (N)    090 36 06.     (W)     SCALED    
 FF0817* NAVD 88     -        71.721  (meters)     235.30   (feet)  POSTED    
 FF0817  ___________________________________________________________________
 FF0817  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF0817  DYNAMIC HT  -          71.660 (meters)     235.10  (feet)  COMP
 FF0817  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 FF0817
 FF0817  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0817
 FF0817.The horizontal coordinates were scaled from a topographic map and have
 FF0817.an estimated accuracy of +/- 6 seconds.
 FF0817
 FF0817.The orthometric height was determined by differential leveling
 FF0817.and adjusted by the National Geodetic Survey in 1992..
 FF0817.No vertical observational check was made to the station.
 FF0817.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0817.was located on a no-check spur therefore a value was not computed.
 FF0817
 FF0817.The geoid height was determined by GEOID03.
 FF0817
 FF0817.The dynamic height is computed by dividing the NAVD 88
 FF0817.geopotential number by the normal gravity value computed on the
 FF0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0817.degrees latitude (g = 980.6199 gals.).
 FF0817
 FF0817.The modeled gravity was interpolated from observed gravity values.
 FF0817
 FF0817;                    North         East    Units  Estimated Accuracy
 FF0817;SPC AR N     -   165,770.      526,350.      MT  (+/- 180 meters Scaled)
 FF0817
 FF0817                          SUPERSEDED SURVEY CONTROL
 FF0817
 FF0817  NGVD 29 (??/??/??)   71.643  (m)          235.05   (f) ADJUSTED    1 2
 FF0817
 FF0817.Superseded values are not recommended for survey control.
 FF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0817.See file dsdata.txt to determine how the superseded data were derived.
 FF0817
 FF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV166665(NAD 83)
 FF0817_MARKER: DR = REFERENCE MARK DISK
 FF0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0817_STAMPING: NETTLE NO 2 1954
 FF0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0817+STABILITY: SURFACE MOTION
 FF0817
 FF0817  HISTORY     - Date     Condition        Report By
 FF0817  HISTORY     - 1954     MONUMENTED       CGS
 FF0817  HISTORY     - 1956     GOOD             CGS
 FF0817
 FF0817                          STATION DESCRIPTION
 FF0817
 FF0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0817'2.8 MI E FROM NETTLETON.
 FF0817'2.65 MILES EAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 FF0817'THE STATION AT NETTLETON, THENCE ABOUT 0.1 MILE NORTH ALONG A
 FF0817'GRAVEL ROAD, ABOUT 0.15 MILE SOUTH ALONG GRAVEL ROAD FROM ITS
 FF0817'JUNCTION WITH STATE HIGHWAY 18, 13 1/2 FEET EAST OF CENTER LINE
 FF0817'OF ROAD, 96 FEET SOUTH OF SOUTHWEST CORNER OF YARD OF A SMALL
 FF0817'FRAME HOUSE, 65.5 FEET SOUTH OF STATION MARK, 128 FEET SOUTHWEST
 FF0817'OF RM NO. 1, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 FF0817'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1862 ***********************************************************************
 FG1862  DESIGNATION -  NEW BLAINE
 FG1862  PID         -  FG1862
 FG1862  STATE/COUNTY-  AR/LOGAN
 FG1862  USGS QUAD   -  NEW BLAINE (1993)
 FG1862
 FG1862                         *CURRENT SURVEY CONTROL
 FG1862  ___________________________________________________________________
 FG1862* NAD 83(1997)-  35 15 40.21274(N)    093 24 17.97371(W)     ADJUSTED  
 FG1862* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 FG1862  ___________________________________________________________________
 FG1862  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 FG1862  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FG1862
 FG1862  HORZ ORDER  -  FIRST
 FG1862
 FG1862.The horizontal coordinates were established by classical geodetic methods
 FG1862.and adjusted by the National Geodetic Survey in September 1999..
 FG1862
 FG1862.The orthometric height was scaled from a topographic map.
 FG1862
 FG1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1862
 FG1862.The geoid height was determined by GEOID03.
 FG1862
 FG1862;                    North         East     Units Scale Factor Converg.
 FG1862;SPC AR N     -   103,847.573   272,160.158   MT  0.99995174   -0 49 03.2
 FG1862;SPC AR N     -   340,706.58    892,912.12   sFT  0.99995174   -0 49 03.2
 FG1862;UTM  15      - 3,902,081.636   463,161.451   MT  0.99961672   -0 14 01.7
 FG1862
 FG1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1862!SPC AR N     -   0.99996523  x   0.99995174  =   0.99991697
 FG1862!UTM  15      -   0.99996523  x   0.99961672  =   0.99958196
 FG1862
 FG1862|---------------------------------------------------------------------|
 FG1862| PID    Reference Object                     Distance      Geod. Az  |
 FG1862|                                                           dddmmss.s |
 FG1862| CI2658 NEW BLAINE RM 1                      29.793 METERS 17003     |
 FG1862| CI2657 NEW BLAINE AZ MK                                   2095844.3 |
 FG1862| FG1856 HUCKLEBERRY MOUNTAIN LOT            APPROX. 7.4 KM 2354543.8 |
 FG1862| CI2659 NEW BLAINE RM 2                      29.060 METERS 26220     |
 FG1862|---------------------------------------------------------------------|
 FG1862
 FG1862                          SUPERSEDED SURVEY CONTROL
 FG1862
 FG1862  NAD 83(1997)-  35 15 40.22429(N)    093 24 17.97094(W) AD(       ) 1
 FG1862  NAD 83(1986)-  35 15 40.22443(N)    093 24 17.97080(W) AD(       ) 1
 FG1862  NAD 27      -  35 15 39.91400(N)    093 24 17.31200(W) AD(       ) 1
 FG1862
 FG1862.Superseded values are not recommended for survey control.
 FG1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1862.See file dsdata.txt to determine how the superseded data were derived.
 FG1862
 FG1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6316102082(NAD 83)
 FG1862_MARKER: DS = TRIANGULATION STATION DISK
 FG1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1862
 FG1862  HISTORY     - Date     Condition        Report By
 FG1862  HISTORY     - 1940     MONUMENTED       CGS
 FG1862  HISTORY     - 1959     GOOD             CGS
 FG1862
 FG1862                          STATION DESCRIPTION
 FG1862
 FG1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1862'STATION IS LOCATED ABOUT 3 MILES SE OF NEW BLAINE, ON THE
 FG1862'CREST OF A TIMBERED RIDGE JUST N OF LITTLE SHOAL CREEK.
 FG1862'
 FG1862'STATION AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 FG1862'CONCRETE.
 FG1862'
 FG1862'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 FG1862'IN OUTCROPPING BEDROCK.
 FG1862'
 FG1862'STATION MARK IS STAMPED NEW BLAINE, 1940.  IT PROJECTS 4
 FG1862'INCHES, AND IS 4.8 FEET W OF A WHITE REFERENCE POST, 18 FEET
 FG1862'S OF A 10-INCH PINE TREE, 20.3 FEET SW OF A 12-INCH OAK TREE,
 FG1862'AND 20 FEET N OF A 12-INCH OAK TREE.
 FG1862'
 FG1862'REFERENCE MARK NO.1 IS STAMPED NEW BLAINE NO.1, 1940.  IT
 FG1862'IS SET FLUSH WITH ROCK, 8 FEET E OF A 5-INCH HICKORY TREE,
 FG1862'37 FEET S OF A 14-INCH OAK TREE AND IS ABOUT 5 FEET LOWER
 FG1862'THAN THE STATION.
 FG1862'
 FG1862'REFERENCE MARK NO.2 IS STAMPED NEW BLAINE, NO.2, 1940.  IT
 FG1862'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, AND IS 4 FEET W OF
 FG1862'AN 8-INCH OAK TREE, 10 FEET E OF A 6-INCH OAK TREE, 20 FEET
 FG1862'N OF A 12-INCH OAK TREE, AND ABOUT ON SAME LEVEL AS THE
 FG1862'STATION.
 FG1862'
 FG1862'THE AZIMUTH MARK IS LOCATED ON THE W SIDE OF A DIRT ROAD,
 FG1862'NEAR THE HOUSE OF MR. C.A. BOYD.  THE MARK IS STAMPED NEW
 FG1862'BLAINE, 1940, AND PROJECTS 4 INCHES.  IT IS 3 FEET W OF A
 FG1862'WHITE REFERENCE POST, 50 FEET W OF THE CENTER OF A DIRT
 FG1862'ROAD, 16 FEET E OF A 10-INCH WALNUT TREE, AND 400 FEET SW
 FG1862'OF MR. BOYDS HOUSE.
 FG1862'
 FG1862'TO REACH THE STATION FROM THE POST OFFICE IN NEW BLAINE, GO
 FG1862'SOUTHWESTERLY ON STATE HIGHWAY NO.22 FOR 0.55 MILE TO ROLLANS
 FG1862'STORE ON THE LEFT.  TURN LEFT AND FOLLOW MAIN ROAD SOUTHEASTERLY,
 FG1862'AND S FOR 1.2 MILES TO AN OLD WOODS ROAD TO THE LEFT, E, TURN
 FG1862'LEFT ON WOODS ROAD AND GO 0.2 MILE TO A FORK.  TAKE RIGHT
 FG1862'FORK AND GO 0.3 MILE TO A WIRE GATE, PASS THROUGH WIRE GATE
 FG1862'AND CONTINUE 0.85 MILE TO A TRIANGLE-BLAZED OAK TREE ON THE
 FG1862'LEFT, AND STATION IS ON THE RIGHT, (S) SIDE OF THE ROAD.
 FG1862'
 FG1862'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1862
 FG1862                          STATION RECOVERY (1959)
 FG1862
 FG1862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1862'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FG1862'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND
 FG1862'AND MAY HAVE BEEN DESTROYED.  THE FORMER HOUSE, OCCUPIED BY
 FG1862'MR. C.A. BOYD, IS GONE.  NO MILEAGE WAS GIVEN AS TO HOW TO
 FG1862'REACH THIS MARK BUT IF SEARCH WAS MADE IN THE RIGHT PLACE
 FG1862'THE LAND HAS BEEN UNDER CULTIVATION.
 FG1862'
 FG1862'THE DESCRIPTION TO REACH THE STATION FROM NEW BLAINE IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2021 ***********************************************************************
 EJ2021  DESIGNATION -  NEW HOPE
 EJ2021  PID         -  EJ2021
 EJ2021  STATE/COUNTY-  AR/HOWARD
 EJ2021  USGS QUAD   -  NEWHOPE (1969)
 EJ2021
 EJ2021                         *CURRENT SURVEY CONTROL
 EJ2021  ___________________________________________________________________
 EJ2021* NAD 83(1997)-  34 12 46.85086(N)    093 55 58.51486(W)     ADJUSTED  
 EJ2021* NAVD 88     -       247.7    (meters)     813.     (feet)  VERTCON   
 EJ2021  ___________________________________________________________________
 EJ2021  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 EJ2021  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EJ2021
 EJ2021  HORZ ORDER  -  THIRD
 EJ2021
 EJ2021.The horizontal coordinates were established by classical geodetic methods
 EJ2021.and adjusted by the National Geodetic Survey in September 1999..
 EJ2021
 EJ2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2021
 EJ2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2021
 EJ2021.The geoid height was determined by GEOID03.
 EJ2021
 EJ2021;                    North         East     Units Scale Factor Converg.
 EJ2021;SPC AR S     -   573,190.813   221,898.744   MT  0.99992331   -1 04 54.6
 EJ2021;SPC AR S     - 1,880,543.53    728,012.80   sFT  0.99992331   -1 04 54.6
 EJ2021;UTM  15      - 3,786,168.387   414,061.024   MT  0.99969104   -0 31 28.5
 EJ2021
 EJ2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2021!SPC AR S     -   0.99996548  x   0.99992331  =   0.99988879
 EJ2021!UTM  15      -   0.99996548  x   0.99969104  =   0.99965653
 EJ2021
 EJ2021|---------------------------------------------------------------------|
 EJ2021| PID    Reference Object                     Distance      Geod. Az  |
 EJ2021|                                                           dddmmss.s |
 EJ2021| CX5975 NEW HOPE RM 1                        22.939 METERS 06331     |
 EJ2021| EJ2016 PINE                                APPROX. 9.8 KM 0802425.3 |
 EJ2021| CX6837 NEW HOPE AZ MK                                     2361116.3 |
 EJ2021| CX5976 NEW HOPE RM 2                        24.667 METERS 23642     |
 EJ2021|---------------------------------------------------------------------|
 EJ2021
 EJ2021                          SUPERSEDED SURVEY CONTROL
 EJ2021
 EJ2021  NAD 83(1997)-  34 12 46.85731(N)    093 55 58.51153(W) AD(       ) 3
 EJ2021  NAD 83(1986)-  34 12 46.85979(N)    093 55 58.50674(W) AD(       ) 3
 EJ2021  NAD 27      -  34 12 46.47010(N)    093 55 57.82490(W) AD(       ) 3
 EJ2021  NGVD 29 (07/19/86)  247.7    (m)          813.     (f) VERT ANG       
 EJ2021
 EJ2021.Superseded values are not recommended for survey control.
 EJ2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2021.See file dsdata.txt to determine how the superseded data were derived.
 EJ2021
 EJ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1406186168(NAD 83)
 EJ2021_MARKER: DS = TRIANGULATION STATION DISK
 EJ2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2021
 EJ2021  HISTORY     - Date     Condition        Report By
 EJ2021  HISTORY     - 1957     MONUMENTED       CGS
 EJ2021  HISTORY     - 1962     GOOD             CGS
 EJ2021
 EJ2021                          STATION DESCRIPTION
 EJ2021
 EJ2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2021'THE STATION IS ABOUT 3 MILES WEST-SOUTHWEST OF NEW HOPE, 0.4
 EJ2021'MILE WEST-SOUTHWEST OF THE HOWARD-PIKE COUNTY LINE, 67 FEET
 EJ2021'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 70 AND 24 FEET
 EJ2021'NORTH-NORTHEAST OF A TELEPHONE POLE.  IT PROJECTS 6 INCHES AND IS
 EJ2021'STAMPED NEW HOPE 1957.
 EJ2021'
 EJ2021'REFERENCE MARK NO. 1 IS 67 FEET NORTHWEST OF THE CENTER OF
 EJ2021'U.S. HIGHWAY 70.  IT PROJECTS 3 INCHES AND IS STAMPED NEW
 EJ2021'HOPE NO 1 1957.
 EJ2021'
 EJ2021'REFERNCE MARK NO. 2 IS 57 FEET NORTHWEST OF THE CENTER OF
 EJ2021'U.S. HIGHWAY 70.  IT IS SET FLUSH AND IS STAMPED NEW HOPE NO
 EJ2021'2 1957.
 EJ2021'
 EJ2021'THE AZIMUTH MARK IS 80 YARDS NORTHEAST OF A HOUSE, 58 FEET
 EJ2021'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 70 AND 4 FEET NORTH
 EJ2021'OF A FENCE CORNER.  IT IS SET FLUSH AND IS STAMPED NEW HOPE 1957.
 EJ2021'
 EJ2021'TO REACH THE STATION FROM THE POST OFFICE IN NEW HOPE GO
 EJ2021'WEST-SOUTHWEST ON U.S. HIGHWAY 70 FOR 2.8 MILES TO THE HOWARD-PIKE
 EJ2021'COUNTY LINE, CONTINUE WEST-SOUTHWEST ON U.S. HIGHWAY 70 FOR 2.8
 EJ2021'MILES TO THE HOWARD-PIKE COUNTY LINE, CONTINUE WEST-SOUTHWEST
 EJ2021'ON U.S. HIGHWAY 70 FOR 0.4 MILE TO THE STATION AND REFERENCE
 EJ2021'MARKS ON THE RIGHT AS DESCRIBED.
 EJ2021'
 EJ2021'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST-SOUTHWEST ON
 EJ2021'U.S. HIGHWAY 70 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EJ2021'
 EJ2021'HEIGHT OF LIGHT ABOVE STATION MARK 26.09 METERS.
 EJ2021
 EJ2021                          STATION RECOVERY (1962)
 EJ2021
 EJ2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ2021'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 EJ2021'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 EJ2021'FROM ALL INDICATIONS IT WAS DESTROYED BY GRADING WHEN A SMALL
 EJ2021'TILE BUILDING WAS ERECTED AT THE DESCRIBED LOCATION.  A
 EJ2021'NEW AZIMUTH MARK WAS NOT ESTABLISHED AS NO OBJECTS WERE VISABLE
 EJ2021'FROM THE GROUND.
 EJ2021'
 EJ2021'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EJ2021'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1321 ***********************************************************************
 DL1321  DESIGNATION -  NEW LONDON LOOKOUT TWR 8 4 AFC
 DL1321  PID         -  DL1321
 DL1321  STATE/COUNTY-  AR/UNION
 DL1321  USGS QUAD   -  NEW LONDON (1981)
 DL1321
 DL1321                         *CURRENT SURVEY CONTROL
 DL1321  ___________________________________________________________________
 DL1321* NAD 83(1997)-  33 12 03.59916(N)    092 21 53.76618(W)     ADJUSTED  
 DL1321* NAVD 88     -                                                        
 DL1321  ___________________________________________________________________
 DL1321  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DL1321  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL1321
 DL1321  HORZ ORDER  -  THIRD
 DL1321
 DL1321.The horizontal coordinates were established by classical geodetic methods
 DL1321.and adjusted by the National Geodetic Survey in September 1999..
 DL1321
 DL1321
 DL1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1321
 DL1321.The geoid height was determined by GEOID03.
 DL1321
 DL1321;                    North         East     Units Scale Factor Converg.
 DL1321;SPC AR S     -   459,326.162   365,972.461   MT  1.00002342   -0 12 15.3
 DL1321;SPC AR S     - 1,506,972.58  1,200,694.65   sFT  1.00002342   -0 12 15.3
 DL1321;UTM  15      - 3,673,749.786   559,190.729   MT  0.99964320   +0 20 51.9
 DL1321
 DL1321                          SUPERSEDED SURVEY CONTROL
 DL1321
 DL1321  NAD 83(1997)-  33 12 03.61015(N)    092 21 53.75944(W) AD(       ) 4
 DL1321  NAD 83(1986)-  33 12 03.61139(N)    092 21 53.75831(W) AD(       ) 4
 DL1321  NAD 27      -  33 12 03.16000(N)    092 21 53.25000(W) AD(       ) 3
 DL1321
 DL1321.Superseded values are not recommended for survey control.
 DL1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1321.See file dsdata.txt to determine how the superseded data were derived.
 DL1321
 DL1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5919173750(NAD 83)
 DL1321_MARKER: 57 = LOOKOUT TOWER
 DL1321
 DL1321  HISTORY     - Date     Condition        Report By
 DL1321  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1321
 DL1321                          STATION DESCRIPTION
 DL1321
 DL1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1321'ABOUT 6 MILES NORTH OF STRONG, 2 MILES WEST OF THE SMALL
 DL1321'SETTLEMENT OF NEW LONDON AND 0.25 MILE NORTH OF A GRAVELED
 DL1321'ROAD.  IT IS A 4 LEGGED STEEL STRUCTURE, ABOUT 112 FEET
 DL1321'HIGH WITH A 6 FOOT SQUARE GLASS ENCLOSED CABIN ON THE TOP.
 DL1321'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1798 ***********************************************************************
 FF1798  DESIGNATION -  NEWARK
 FF1798  PID         -  FF1798
 FF1798  STATE/COUNTY-  AR/INDEPENDENCE
 FF1798  USGS QUAD   -  NEWARK (1981)
 FF1798
 FF1798                         *CURRENT SURVEY CONTROL
 FF1798  ___________________________________________________________________
 FF1798* NAD 83(1997)-  35 42 48.29719(N)    091 25 33.39504(W)     ADJUSTED  
 FF1798* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 FF1798  ___________________________________________________________________
 FF1798  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 FF1798  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FF1798
 FF1798  HORZ ORDER  -  SECOND
 FF1798
 FF1798.The horizontal coordinates were established by classical geodetic methods
 FF1798.and adjusted by the National Geodetic Survey in September 1999..
 FF1798
 FF1798.The orthometric height was scaled from a topographic map.
 FF1798
 FF1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1798
 FF1798.The geoid height was determined by GEOID03.
 FF1798
 FF1798;                    North         East     Units Scale Factor Converg.
 FF1798;SPC AR N     -   153,260.320   451,942.219   MT  0.99993847   +0 20 02.6
 FF1798;SPC AR N     -   502,821.57  1,482,747.10   sFT  0.99993847   +0 20 02.6
 FF1798;UTM  15      - 3,953,304.682   642,383.267   MT  0.99984982   +0 55 08.3
 FF1798
 FF1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1798!SPC AR N     -   0.99998689  x   0.99993847  =   0.99992536
 FF1798!UTM  15      -   0.99998689  x   0.99984982  =   0.99983671
 FF1798
 FF1798|---------------------------------------------------------------------|
 FF1798| PID    Reference Object                     Distance      Geod. Az  |
 FF1798|                                                           dddmmss.s |
 FF1798| CI2661 NEWARK RM 1                          22.809 METERS 21051     |
 FF1798| FF1797 CA 21                                56.408 METERS 28024     |
 FF1798| CI2660 NEWARK AZ MK                                       2840907.4 |
 FF1798| CI2662 NEWARK RM 2                          22.093 METERS 30855     |
 FF1798|---------------------------------------------------------------------|
 FF1798
 FF1798                          SUPERSEDED SURVEY CONTROL
 FF1798
 FF1798  NAD 83(1997)-  35 42 48.30608(N)    091 25 33.39494(W) AD(       ) 2
 FF1798  NAD 83(1986)-  35 42 48.30882(N)    091 25 33.39510(W) AD(       ) 2
 FF1798  NAD 27      -  35 42 48.03010(N)    091 25 32.91740(W) AD(       ) 2
 FF1798
 FF1798.Superseded values are not recommended for survey control.
 FF1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1798.See file dsdata.txt to determine how the superseded data were derived.
 FF1798
 FF1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4238353305(NAD 83)
 FF1798_MARKER: DS = TRIANGULATION STATION DISK
 FF1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1798
 FF1798  HISTORY     - Date     Condition        Report By
 FF1798  HISTORY     - 1954     MONUMENTED       CGS
 FF1798
 FF1798                          STATION DESCRIPTION
 FF1798
 FF1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1798'THE STATION IS IN SECTION 4, T 12 N., R 4 W, ABOUT 1 MILE
 FF1798'NORTHEAST OF NEWARK, 100 YARDS SOUTH OF A GRAVELED ROAD, 12
 FF1798'FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 8-INCH OAK TREE,
 FF1798'7 FEET WEST-SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST,
 FF1798'6 FEET EAST-SOUTHEAST OF A WIRE FENCE AND ON LAND OWNED BY MR.
 FF1798'GEORGE W. KRUGER.
 FF1798'
 FF1798'TO REACH THE STATION FROM THE RAILROAD STATION IN NEWARK, GO
 FF1798'EAST ONE BLOCK, THENCE LEFT AND GO NORTH ON STATE HIGHWAY
 FF1798'122 FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 69, CONTINUE
 FF1798'NORTHERLY ON STATE HIGHWAY 122 FOR 0.95 MILE TO A CROSS ROAD,
 FF1798'TURN RIGHT (EAST) AND GO ON A GRAVELED ROAD FOR 0.5 MILE TO
 FF1798'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE EASTERLY
 FF1798'ON THE GRAVELED ROAD FOR 0.2 MILE TO A GRAVEL PIT ON THE
 FF1798'RIGHT AND THE STATION ON THE HIGHEST POINT ON A LOW HILL JUST
 FF1798'SOUTH OF THE GRAVEL PIT.
 FF1798'
 FF1798'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1798'NEWARK 1954.
 FF1798'
 FF1798'REFERENCE MARK 1 IS 30 FEET WEST-SOUTHWEST OF THE WIRE FENCE
 FF1798'AND 6 FEET EAST OF A 10-INCH OAK TREE.  THE MARK PROJECTS 3
 FF1798'INCHES AND THE DISK IS STAMPED NEWARK NO 1 1954.
 FF1798'
 FF1798'REFERENCE MARK 2 IS 24 FEET EAST OF THE CENTER OF A DIM TRACK
 FF1798'ROAD AND 8 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 FF1798'4 INCHES AND THE DISK IS STAMPED NEWARK NO 2 1954.
 FF1798'
 FF1798'THE AZIMUTH MARK IS 150 FEET NORTH OF A FARM HOUSE, 63 FEET
 FF1798'NORTHWEST OF A POWERLINE POLE, 18 FEET NORTH OF THE CENTER OF
 FF1798'THE GRAVELED ROAD, 6 FEET SOUTH OF A WIRE FENCE AND 4 FEET
 FF1798'EAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 FF1798'4 INCHES AND THE DISK IS STAMPED NEWARK 1954.
 FF1798'
 FF1798'A TRAVERSE MEASUREMENT WAS MADE TO CA 21 (USGS).  THE MARK IS
 FF1798'ABOUT 250 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 102
 FF1798'FEET WEST OF A DIM TRACK ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 FF1798'THE MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK SET
 FF1798'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST AND THE DISK IS
 FF1798'STAMPED CA 21 1952.
 FF1798'
 FF1798'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1889 ***********************************************************************
 EJ1889  DESIGNATION -  NEWCOMB
 EJ1889  PID         -  EJ1889
 EJ1889  STATE/COUNTY-  AR/SALINE
 EJ1889  USGS QUAD   -  HASKELL (1984)
 EJ1889
 EJ1889                         *CURRENT SURVEY CONTROL
 EJ1889  ___________________________________________________________________
 EJ1889* NAD 83(1997)-  34 33 26.21444(N)    092 39 16.22883(W)     ADJUSTED  
 EJ1889* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 EJ1889  ___________________________________________________________________
 EJ1889  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 EJ1889  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EJ1889
 EJ1889  HORZ ORDER  -  SECOND
 EJ1889
 EJ1889.The horizontal coordinates were established by classical geodetic methods
 EJ1889.and adjusted by the National Geodetic Survey in September 1999..
 EJ1889
 EJ1889.The orthometric height was scaled from a topographic map.
 EJ1889
 EJ1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1889
 EJ1889.The geoid height was determined by GEOID03.
 EJ1889
 EJ1889;                    North         East     Units Scale Factor Converg.
 EJ1889;SPC AR S     -   609,888.409   339,933.953   MT  0.99996000   -0 21 58.8
 EJ1889;SPC AR S     - 2,000,942.22  1,115,266.64   sFT  0.99996000   -0 21 58.8
 EJ1889;UTM  15      - 3,824,003.294   531,695.645   MT  0.99961238   +0 11 45.5
 EJ1889
 EJ1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1889!SPC AR S     -   0.99997779  x   0.99996000  =   0.99993779
 EJ1889!UTM  15      -   0.99997779  x   0.99961238  =   0.99959017
 EJ1889
 EJ1889:                Primary Azimuth Mark                     Grid Az
 EJ1889:SPC AR S     -  BENTON RADIO STATION KBBA MAST           065 25 32.0
 EJ1889:UTM  15      -  BENTON RADIO STATION KBBA MAST           064 51 47.7
 EJ1889
 EJ1889|---------------------------------------------------------------------|
 EJ1889| PID    Reference Object                     Distance      Geod. Az  |
 EJ1889|                                                           dddmmss.s |
 EJ1889| EJ1886 BENTON RADIO STATION KBBA MAST      APPROX.10.4 KM 0650333.2 |
 EJ1889| EJ1721 ALEXANDER MC RAE SANATORIUM TK      APPROX.20.2 KM 0702108.5 |
 EJ1889| EJ1727 BRYANT MUNICIPAL STANDPIPE          APPROX.15.8 KM 0720159.9 |
 EJ1889| EJ1882 BENTON WEST MUNICIPAL TANK          APPROX. 6.4 KM 0772803.5 |
 EJ1889| EJ1887 BAUXITE ALCOA ALUMINUM CO TANK      APPROX.11.7 KM 0792517.5 |
 EJ1889| EJ1884 BENTON FIRST METHODIST CHURCH       APPROX. 6.1 KM 0813914.7 |
 EJ1889| EJ1880 BENTON COURTHOUSE CLOCKTOWER        APPROX. 6.2 KM 0820618.8 |
 EJ1889| EJ1885 BAUXITE STANDPIPE                   APPROX.13.7 KM 0933246.1 |
 EJ1889| CY7024 NEWCOMB RM 1                         25.727 METERS 14050     |
 EJ1889| EJ1888 HASKELL STATE MENTAL HOSP TANK      APPROX. 3.7 KM 1742903.2 |
 EJ1889| CY7025 NEWCOMB RM 2                         24.978 METERS 24850     |
 EJ1889|---------------------------------------------------------------------|
 EJ1889
 EJ1889                          SUPERSEDED SURVEY CONTROL
 EJ1889
 EJ1889  NAD 83(1986)-  34 33 26.22569(N)    092 39 16.21992(W) AD(       ) 2
 EJ1889  NAD 27      -  34 33 25.89180(N)    092 39 15.63031(W) AD(       ) 2
 EJ1889
 EJ1889.Superseded values are not recommended for survey control.
 EJ1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1889.See file dsdata.txt to determine how the superseded data were derived.
 EJ1889
 EJ1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3169624003(NAD 83)
 EJ1889_MARKER: DS = TRIANGULATION STATION DISK
 EJ1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1889
 EJ1889  HISTORY     - Date     Condition        Report By
 EJ1889  HISTORY     - 1964     MONUMENTED       CGS
 EJ1889
 EJ1889                          STATION DESCRIPTION
 EJ1889
 EJ1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1889'ABOUT 4 MILES WEST SOUTHWEST OF BENTON, IN THE NORTH CENTER OF
 EJ1889'SEC. 18, T-2-S, R-15-W, IN NEWCOMB TOWNSHIP AND ON THE PROPERTY
 EJ1889'OF MR. CHET CARTER.  IT IS 28 FEET NORTHEAST OF A 6 INCH PINE
 EJ1889'TREE, 18 FEET NORTHWEST OF A 10 INCH OAK TREE WITH A TRIANGULAR
 EJ1889'BLAZE ON THE NORTHWEST SIDE, 5 FEET SOUTHWEST OF A WITNESS POST
 EJ1889'AND ABOUT 300 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 EJ1889'ROAD ON THE HIGHEST POINT OF A SMALL WOODED KNOLL.  THE MONUMENT
 EJ1889'PROJECTS 6 INCHES AND THE DISK IS STAMPED NEWCOMB 1964.
 EJ1889'
 EJ1889'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 67, 70, AND
 EJ1889'INTER-STATE 30, ABOUT 3 MILES SOUTHWEST OF BENTON, GO WEST ON
 EJ1889'THE MALVERN EXIT FOR 0.1 MILE TO THE POINT WHERE HIGHWAY 67 GOES
 EJ1889'SOUTHWEST AND A PAVED ROAD NORTH.  TURN RIGHT ON THE PAVED ROAD
 EJ1889'AND GO NORTH FOR 0.65 MILE TO A PAVED SIDE ROAD LEFT.  TURN
 EJ1889'LEFT AND GO WEST ON THE PAVED ROAD FOR 1.0 MILE TO THE END
 EJ1889'OF PAVEMENT AND A GARBAGE DUMP ON THE LEFT.  CONTINUE WESTERLY
 EJ1889'ON THE GRAVELED ROAD FOR 0.8 MILE TO THE STATION AND WOODED
 EJ1889'KNOLL ON THE LEFT.
 EJ1889'
 EJ1889'REFERENCE MARK 1 IS 83 FEET SOUTHEAST OF THE WITNESS POST,
 EJ1889'13 FEET SOUTHEAST OF A 20 INCH OAK TREE AND 6 FEET NORTH OF
 EJ1889'AN 8 INCH PINE TREE.  THE MONUMENT PROJECTS 6 INCHES AND
 EJ1889'THE DISK IS STAMPED NEWCOMB NO 1 1964.
 EJ1889'
 EJ1889'REFERENCE MARK 2 IS 85 FEET SOUTHWEST OF THE WITNESS POST, 30
 EJ1889'FEET EAST OF A 40 INCH OAK TREE AND 10 FEET NORTH OF THE
 EJ1889'CENTERLINE OF DIM WOODS ROAD.  THE MONUMENT PROJECTS 3 INCHES AND
 EJ1889'THE DISK IS STAMPED NEWCOMB NO 2 1963.
 EJ1889'
 EJ1889'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1795 ***********************************************************************
 FF1795  DESIGNATION -  NEWPORT E TRANSMISSION TOWER
 FF1795  PID         -  FF1795
 FF1795  STATE/COUNTY-  AR/JACKSON
 FF1795  USGS QUAD   -  NEWPORT (1981)
 FF1795
 FF1795                         *CURRENT SURVEY CONTROL
 FF1795  ___________________________________________________________________
 FF1795* NAD 83(1997)-  35 36 53.79184(N)    091 16 58.68110(W)     ADJUSTED  
 FF1795* NAVD 88     -                                                        
 FF1795  ___________________________________________________________________
 FF1795  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FF1795  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF1795
 FF1795  HORZ ORDER  -  THIRD
 FF1795
 FF1795.The horizontal coordinates were established by classical geodetic methods
 FF1795.and adjusted by the National Geodetic Survey in September 1999..
 FF1795
 FF1795
 FF1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1795
 FF1795.The geoid height was determined by GEOID03.
 FF1795
 FF1795;                    North         East     Units Scale Factor Converg.
 FF1795;SPC AR N     -   142,420.181   464,958.434   MT  0.99993608   +0 25 02.1
 FF1795;SPC AR N     -   467,256.88  1,525,451.13   sFT  0.99993608   +0 25 02.1
 FF1795;UTM  15      - 3,942,598.438   655,508.448   MT  0.99989801   +1 00 00.3
 FF1795
 FF1795                          SUPERSEDED SURVEY CONTROL
 FF1795
 FF1795  NAD 83(1997)-  35 36 53.79900(N)    091 16 58.67869(W) AD(       ) 4
 FF1795  NAD 83(1986)-  35 36 53.80335(N)    091 16 58.68150(W) AD(       ) 4
 FF1795  NAD 27      -  35 36 53.51800(N)    091 16 58.21800(W) AD(       ) 3
 FF1795
 FF1795.Superseded values are not recommended for survey control.
 FF1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1795.See file dsdata.txt to determine how the superseded data were derived.
 FF1795
 FF1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5550842598(NAD 83)
 FF1795_MARKER: 55 = TOWER
 FF1795
 FF1795  HISTORY     - Date     Condition        Report By
 FF1795  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1795
 FF1795                          STATION DESCRIPTION
 FF1795
 FF1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1795'STATION IS LOCATED NORTHWEST OF THE BUSINESS DISTRICT OF
 FF1795'NEWPORT AND IS THE EAST ONE OF TWO VERY TALL STEEL TRANSMISSION
 FF1795'TOWERS OF EQUALHEIGHT USED TO CARRY POWER LINES OVER THE
 FF1795'WHITE RIVER AT THIS POINT.  THE POINT INTERSECTED WAS THE
 FF1795'NORTH ARM ON TOP OF THE EAST TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1792 ***********************************************************************
 FF1792  DESIGNATION -  NEWPORT FEDERAL COMPRESS TANK
 FF1792  PID         -  FF1792
 FF1792  STATE/COUNTY-  AR/JACKSON
 FF1792  USGS QUAD   -  NEWPORT (1981)
 FF1792
 FF1792                         *CURRENT SURVEY CONTROL
 FF1792  ___________________________________________________________________
 FF1792* NAD 83(1997)-  35 36 46.55752(N)    091 16 41.34553(W)     ADJUSTED  
 FF1792* NAVD 88     -                                                        
 FF1792  ___________________________________________________________________
 FF1792  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FF1792  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF1792
 FF1792  HORZ ORDER  -  THIRD
 FF1792
 FF1792.The horizontal coordinates were established by classical geodetic methods
 FF1792.and adjusted by the National Geodetic Survey in September 1999..
 FF1792
 FF1792
 FF1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1792
 FF1792.The geoid height was determined by GEOID03.
 FF1792
 FF1792;                    North         East     Units Scale Factor Converg.
 FF1792;SPC AR N     -   142,200.428   465,396.308   MT  0.99993606   +0 25 12.2
 FF1792;SPC AR N     -   466,535.90  1,526,887.72   sFT  0.99993606   +0 25 12.2
 FF1792;UTM  15      - 3,942,383.157   655,948.518   MT  0.99989970   +1 00 10.2
 FF1792
 FF1792                          SUPERSEDED SURVEY CONTROL
 FF1792
 FF1792  NAD 83(1997)-  35 36 46.56389(N)    091 16 41.34494(W) AD(       ) 4
 FF1792  NAD 83(1986)-  35 36 46.56912(N)    091 16 41.34585(W) AD(       ) 4
 FF1792  NAD 27      -  35 36 46.28400(N)    091 16 40.88100(W) AD(       ) 3
 FF1792
 FF1792.Superseded values are not recommended for survey control.
 FF1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1792.See file dsdata.txt to determine how the superseded data were derived.
 FF1792
 FF1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5594942383(NAD 83)
 FF1792_MARKER: 53 = ELEVATED TANK
 FF1792
 FF1792  HISTORY     - Date     Condition        Report By
 FF1792  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1792
 FF1792                          STATION DESCRIPTION
 FF1792
 FF1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1792'THE STATION IS IN THE NORTHERN EDGE OF NEWPORT AND JUST NORTH
 FF1792'OF THE NEWPORT MUNICIPAL WATER TANK.
 FF1792'
 FF1792'THE TANK IS A 4-LEGGED STRUCTURE, PAINTED ALUMINUM THROUGHOUT
 FF1792'AND IS ABOUT 140 FEET HIGH.
 FF1792'
 FF1792'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1791 ***********************************************************************
 FF1791  DESIGNATION -  NEWPORT JACKSON CO CTHSE CUP
 FF1791  PID         -  FF1791
 FF1791  STATE/COUNTY-  AR/JACKSON
 FF1791  USGS QUAD   -  NEWPORT (1981)
 FF1791
 FF1791                         *CURRENT SURVEY CONTROL
 FF1791  ___________________________________________________________________
 FF1791* NAD 83(1997)-  35 36 15.59284(N)    091 16 58.06986(W)     ADJUSTED  
 FF1791* NAVD 88     -                                                        
 FF1791  ___________________________________________________________________
 FF1791  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FF1791  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF1791
 FF1791  HORZ ORDER  -  THIRD
 FF1791
 FF1791.The horizontal coordinates were established by classical geodetic methods
 FF1791.and adjusted by the National Geodetic Survey in September 1999..
 FF1791
 FF1791
 FF1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1791
 FF1791.The geoid height was determined by GEOID03.
 FF1791
 FF1791;                    North         East     Units Scale Factor Converg.
 FF1791;SPC AR N     -   141,243.109   464,982.391   MT  0.99993600   +0 25 02.4
 FF1791;SPC AR N     -   463,395.10  1,525,529.73   sFT  0.99993600   +0 25 02.4
 FF1791;UTM  15      - 3,941,421.715   655,544.373   MT  0.99989815   +0 59 59.7
 FF1791
 FF1791                          SUPERSEDED SURVEY CONTROL
 FF1791
 FF1791  NAD 83(1997)-  35 36 15.59982(N)    091 16 58.06830(W) AD(       ) 4
 FF1791  NAD 83(1986)-  35 36 15.60445(N)    091 16 58.07023(W) AD(       ) 4
 FF1791  NAD 27      -  35 36 15.31900(N)    091 16 57.60600(W) AD(       ) 3
 FF1791
 FF1791.Superseded values are not recommended for survey control.
 FF1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1791.See file dsdata.txt to determine how the superseded data were derived.
 FF1791
 FF1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5554441422(NAD 83)
 FF1791_MARKER: 86 = CUPOLA
 FF1791
 FF1791  HISTORY     - Date     Condition        Report By
 FF1791  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1791
 FF1791                          STATION DESCRIPTION
 FF1791
 FF1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1791'THE STATION IS AT THE JACKSON COUNTY COURTHOUSE IN NEWPORT,
 FF1791'ARKANSAS,
 FF1791'
 FF1791'THE CUPOLA IS ON THE SOUTH SIDE OF THE COURTHOUSE, 12 FEET
 FF1791'SQUARE, CONSTRUCTED OF RED BRICK THROUGHOUT AND SUPPORTING A
 FF1791'LIFE-SIZED SILVER STATUE OF A WOMEN.  THE HEIGHT OF THE
 FF1791'WOMENS HEAD IS ABOUT 100 FEET.
 FF1791'
 FF1791'THE POINT OBSERVED ON WAS THE APEX OF THE STATUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1793 ***********************************************************************
 FF1793  DESIGNATION -  NEWPORT MUNICIPAL TANK
 FF1793  PID         -  FF1793
 FF1793  STATE/COUNTY-  AR/JACKSON
 FF1793  USGS QUAD   -  NEWPORT (1981)
 FF1793
 FF1793                         *CURRENT SURVEY CONTROL
 FF1793  ___________________________________________________________________
 FF1793* NAD 83(1997)-  35 36 43.41599(N)    091 16 38.38383(W)     ADJUSTED  
 FF1793* NAVD 88     -                                                        
 FF1793  ___________________________________________________________________
 FF1793  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FF1793  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF1793
 FF1793  HORZ ORDER  -  THIRD
 FF1793
 FF1793.The horizontal coordinates were established by classical geodetic methods
 FF1793.and adjusted by the National Geodetic Survey in September 1999..
 FF1793
 FF1793
 FF1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1793
 FF1793.The geoid height was determined by GEOID03.
 FF1793
 FF1793;                    North         East     Units Scale Factor Converg.
 FF1793;SPC AR N     -   142,104.161   465,471.549   MT  0.99993605   +0 25 13.9
 FF1793;SPC AR N     -   466,220.07  1,527,134.57   sFT  0.99993605   +0 25 13.9
 FF1793;UTM  15      - 3,942,287.665   656,024.732   MT  0.99989999   +1 00 11.9
 FF1793
 FF1793                          SUPERSEDED SURVEY CONTROL
 FF1793
 FF1793  NAD 83(1997)-  35 36 43.42230(N)    091 16 38.38334(W) AD(       ) 4
 FF1793  NAD 83(1986)-  35 36 43.42761(N)    091 16 38.38409(W) AD(       ) 4
 FF1793  NAD 27      -  35 36 43.13900(N)    091 16 37.92500(W) AD(       ) 3
 FF1793
 FF1793.Superseded values are not recommended for survey control.
 FF1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1793.See file dsdata.txt to determine how the superseded data were derived.
 FF1793
 FF1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5602542288(NAD 83)
 FF1793_MARKER: 53 = ELEVATED TANK
 FF1793
 FF1793  HISTORY     - Date     Condition        Report By
 FF1793  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1793
 FF1793                          STATION DESCRIPTION
 FF1793
 FF1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1793'THE STATION IS IN THE NORTHERN EDGE OF NEWPORT AND JUST SOUTH
 FF1793'OF THE FEDERAL COMPRESS CO. WATER TANK.
 FF1793'
 FF1793'THE TANK IS A 4-LEGGED STRUCTURE, PAINTED ALUMINUM AND ABOUT
 FF1793'140 FEET HIGH.
 FF1793'
 FF1793'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1790 ***********************************************************************
 FF1790  DESIGNATION -  NEWPORT RADIO STA KNBY MAST
 FF1790  PID         -  FF1790
 FF1790  STATE/COUNTY-  AR/JACKSON
 FF1790  USGS QUAD   -  NEWPORT (1981)
 FF1790
 FF1790                         *CURRENT SURVEY CONTROL
 FF1790  ___________________________________________________________________
 FF1790* NAD 83(1997)-  35 36 38.73125(N)    091 15 03.75781(W)     ADJUSTED  
 FF1790* NAVD 88     -                                                        
 FF1790  ___________________________________________________________________
 FF1790  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FF1790  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF1790
 FF1790  HORZ ORDER  -  THIRD
 FF1790
 FF1790.The horizontal coordinates were established by classical geodetic methods
 FF1790.and adjusted by the National Geodetic Survey in September 1999..
 FF1790
 FF1790
 FF1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1790
 FF1790.The geoid height was determined by GEOID03.
 FF1790
 FF1790;                    North         East     Units Scale Factor Converg.
 FF1790;SPC AR N     -   141,977.587   467,853.935   MT  0.99993604   +0 26 08.9
 FF1790;SPC AR N     -   465,804.80  1,534,950.79   sFT  0.99993604   +0 26 08.9
 FF1790;UTM  15      - 3,942,185.332   658,408.207   MT  0.99990923   +1 01 06.9
 FF1790
 FF1790                          SUPERSEDED SURVEY CONTROL
 FF1790
 FF1790  NAD 83(1997)-  35 36 38.73730(N)    091 15 03.75647(W) AD(       ) 4
 FF1790  NAD 83(1986)-  35 36 38.74269(N)    091 15 03.75807(W) AD(       ) 4
 FF1790  NAD 27      -  35 36 38.45600(N)    091 15 03.30000(W) AD(       ) 3
 FF1790
 FF1790.Superseded values are not recommended for survey control.
 FF1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1790.See file dsdata.txt to determine how the superseded data were derived.
 FF1790
 FF1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5840842185(NAD 83)
 FF1790_MARKER: 42 = RADIO/TV MAST
 FF1790
 FF1790  HISTORY     - Date     Condition        Report By
 FF1790  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1790
 FF1790                          STATION DESCRIPTION
 FF1790
 FF1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1790'THE STATION IS AT THE NORTHEAST EDGE OF NEWPORT AND AT THE
 FF1790'SITE OF THE KNBY TRANSMITTER BUILDING.
 FF1790'
 FF1790'THE MAST IS 228 FEET HIGH, 3 LEGGED AND PAINTED ALTERNATLY
 FF1790'RED AND WHITE.
 FF1790'
 FF1790'THE POINT OBSERVED ON WAS THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1789 ***********************************************************************
 FF1789  DESIGNATION -  NEWPORT RESET
 FF1789  PID         -  FF1789
 FF1789  STATE/COUNTY-  AR/JACKSON
 FF1789  USGS QUAD   -  JACKSONPORT (1981)
 FF1789
 FF1789                         *CURRENT SURVEY CONTROL
 FF1789  ___________________________________________________________________
 FF1789* NAD 83(1997)-  35 37 38.29470(N)    091 15 10.44652(W)     ADJUSTED  
 FF1789* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 FF1789  ___________________________________________________________________
 FF1789  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FF1789  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF1789
 FF1789  HORZ ORDER  -  SECOND
 FF1789
 FF1789.The horizontal coordinates were established by classical geodetic methods
 FF1789.and adjusted by the National Geodetic Survey in September 1999..
 FF1789
 FF1789.The orthometric height was scaled from a topographic map.
 FF1789
 FF1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1789
 FF1789.The geoid height was determined by GEOID03.
 FF1789
 FF1789;                    North         East     Units Scale Factor Converg.
 FF1789;SPC AR N     -   143,811.883   467,671.681   MT  0.99993622   +0 26 05.0
 FF1789;SPC AR N     -   471,822.82  1,534,352.84   sFT  0.99993622   +0 26 05.0
 FF1789;UTM  15      - 3,944,017.629   658,207.305   MT  0.99990844   +1 01 04.5
 FF1789
 FF1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1789!SPC AR N     -   0.99999254  x   0.99993622  =   0.99992876
 FF1789!UTM  15      -   0.99999254  x   0.99990844  =   0.99990098
 FF1789
 FF1789|---------------------------------------------------------------------|
 FF1789| PID    Reference Object                     Distance      Geod. Az  |
 FF1789|                                                           dddmmss.s |
 FF1789| CI2667 NEWPORT RM 1                         25.225 METERS 09637     |
 FF1789| CI2669 NEWPORT RM 3                         25.198 METERS 09641     |
 FF1789| CI2666 NEWPORT AZ MK 2                                    1681526.1 |
 FF1789| CI2665 NEWPORT AZ MK                                      1683757.5 |
 FF1789| FF1790 NEWPORT RADIO STA KNBY MAST         APPROX. 1.8 KM 1744537.9 |
 FF1789| FF1827 TUPELO TEX ILL GAS P L WNW MST      APPROX.26.4 KM 1844410.1 |
 FF1789| FF1791 NEWPORT JACKSON CO CTHSE CUP        APPROX. 3.7 KM 2264451.9 |
 FF1789| FF1793 NEWPORT MUNICIPAL TANK              APPROX. 2.8 KM 2323659.3 |
 FF1789| FF1792 NEWPORT FEDERAL COMPRESS TANK       APPROX. 2.8 KM 2350740.9 |
 FF1789| CI2668 NEWPORT RM 2                         24.360 METERS 27140     |
 FF1789| CI2670 NEWPORT RM 4                         19.135 METERS 27325     |
 FF1789|---------------------------------------------------------------------|
 FF1789
 FF1789                          SUPERSEDED SURVEY CONTROL
 FF1789
 FF1789  NAD 83(1997)-  35 37 38.30125(N)    091 15 10.44491(W) AD(       ) 2
 FF1789  NAD 83(1986)-  35 37 38.30640(N)    091 15 10.44690(W) AD(       ) 2
 FF1789  NAD 27      -  35 37 38.02160(N)    091 15 09.98820(W) AD(       ) 2
 FF1789
 FF1789.Superseded values are not recommended for survey control.
 FF1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1789.See file dsdata.txt to determine how the superseded data were derived.
 FF1789
 FF1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5820744018(NAD 83)
 FF1789_MARKER: DS = TRIANGULATION STATION DISK
 FF1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1789_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1789_STAMPING: NEWPORT 1954 1968
 FF1789_PROJECTION: RECESSED 13 CENTIMETERS
 FF1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1789+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2002
 FF1789
 FF1789  HISTORY     - Date     Condition        Report By
 FF1789  HISTORY     - 1968     MONUMENTED       CGS
 FF1789  HISTORY     - 20020927 GOOD             USACE
 FF1789
 FF1789                          STATION DESCRIPTION
 FF1789
 FF1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FF1789'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 FF1789'MARK NO. 1 WAS FOUND LOOSE IN THE GROUND AND BADLY TILTED AND
 FF1789'REFERENCE MARK NO. 2 WAS FOUND BROKEN OFF AND LYING ON ITS SIDE.
 FF1789'AFTER A LENGTHY SEARCH, THE UNDERGROUND STATION MARK WAS
 FF1789'RECOVERED ABOUT 16 INCHES BELOW THE SURFACE AND SHOWED NO
 FF1789'EVIDENCE OF HAVING BEEN DISTURBED.  A FIRM PLUMBING BENCH WAS
 FF1789'ERECTED OVER THE UNDERGROUND MARK AND THE POINT HELD.  THE
 FF1789'UNDERGROUND STATION MARK WAS THEN REMOVED AND A NEW MARK WAS
 FF1789'LOWERED TO A DEPTH OF ABOUT 38 INCHES AND A NEW SURFACE MARK
 FF1789'ESTABLISHED IN ITS EXACT ORIGINAL HORIZONTAL POSITION.  THE
 FF1789'CONCRETE MONUMENT FOR REFERENCE MARK NO. 1 WAS REPLUMBED AND
 FF1789'REINFORCED AND THE DISK ALTERED TO READ NEWPORT 1954 NO 3 1968.
 FF1789'A NEW REFERENCE MARK NO. 4 WAS ESTABLISHED.  THE AZIMUTH
 FF1789'MARK WOULD BE DESTROYED BY HIGHWAY CONSTRUCTION.  THEREFORE,
 FF1789'A NEW AZIMUTH MARK WAS ESTABLISHED AND AFTER THE
 FF1789'STATION WAS OCCUPIED AND ALL OBSERVATIONS COMPLETED, THE ORIGINAL
 FF1789'AZIMUTH MARK WAS DESTROYED AND THE DISK REMOVED.
 FF1789'
 FF1789'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1789'
 FF1789'THE STATION IS NOW LOCATED NEAR THE NORTHEAST CITY LIMITS OF
 FF1789'NEWPORT ABOUT 1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 67
 FF1789'AND STATE ROUTE 18, ABOUT 0.05 OF A MILE WEST OF U.S. HIGHWAY 67,
 FF1789'AND ON THE PROPERTY OF THE NORTHSIDE CHURCH OF CHRIST.
 FF1789'
 FF1789'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE JACKSON
 FF1789'COUNTY COURTHOUSE IN NEWPORT, GO EAST ON U.S. HIGHWAY 67 AND
 FF1789'STATE ROUTE 14 FOR 1.2 MILES TO WHERE STATE ROUTE 14 BEARS RIGHT.
 FF1789'HERE CONTINUE EAST AND NORTH ON U.S. HIGHWAY 67 FOR 1.55 MILES TO
 FF1789'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH ON
 FF1789'U.S. HIGHWAY 67 FOR 0.45 OF A MILE TO A T STREET LEFT, TURN LEFT
 FF1789'AND GO WEST ON THIS STREET FOR ABOUT 0.05 OF A MILE TO A T
 FF1789'STREET LEFT, TURN LEFT ON THIS STREET AND GO SOUTH FOR 0.15 OF A
 FF1789'MILE TO A DEAD END AND THE NORTHSIDE CHURCH OF CHRIST ON THE
 FF1789'LEFT AND THE STATION SOUTH OF THE CHURCH BUILDING AS
 FF1789'DESCRIBED.
 FF1789'
 FF1789'THE STATION IS 80 FEET WEST OF A TELEPHONE POLE, 72 FEET WEST
 FF1789'OF AN UNDERGROUND CABLE RISER NO. 1-337, 65 FEET EAST OF A
 FF1789'GUYED TELEPHONE POLE, 52 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 FF1789'CORNER OF THE CHURCH BUILDING, 35 FEET EAST-SOUTHEAST OF THE
 FF1789'SOUTHWEST CORNER OF THE CHURCH BUILDING, 16 FEET SOUTH OF THE
 FF1789'SOUTH WALL OF THE CHURCH BUILDING, AND IN A SMALL PARKING
 FF1789'AREA.  IT IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR
 FF1789'SHAPED CONCRETE MONUMENT ABOUT 16 INCHES IN DIAMETER, IS 5
 FF1789'INCHES BELOW THE SURFACE OF THE PARKING AREA, AND THE DISK IS
 FF1789'STAMPED NEWPORT 1954 1968.
 FF1789'
 FF1789'REFERENCE MARK NO. 3 IS 75 FEET SOUTH OF A GUYED POWERLINE
 FF1789'TRANSFORMER POLE, 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FF1789'CHURCH BUILDING, 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FF1789'A CHAIN LINK FENCE, 12 FEET SOUTH OF A GUYED TELEPHONE POLE, 11
 FF1789'FEET EAST OF AN UNDERGROUND CABLE RISER NO. 1-337, AND 0.7 OF
 FF1789'A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FF1789'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT
 FF1789'PROJECTS 5 INCHES AND THE DISK IS STAMPED NEWPORT 1954 NO 3
 FF1789'1968.
 FF1789'
 FF1789'REFERENCE MARK NO. 4 IS 47 FEET SOUTHWEST OF THE WEST ENTRANCE
 FF1789'OF THE CHURCH, 35 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 FF1789'OF THE CHURCH BUILDING, 2.5 FEET EAST OF A TELEPHONE POLE, AND
 FF1789'0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 FF1789'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 FF1789'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED NEWPORT
 FF1789'1954 NO 4 1968.
 FF1789'
 FF1789'DUE TO BUILDING MATERIALS STOCKPILED ON LINE BETWEEN THE
 FF1789'REFERENCE MARKS, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 FF1789'
 FF1789'THE AZIMUTH MARK IS LOCATED ALONG THE EAST RIGHT-OF-WAY OF U.S.
 FF1789'HIGHWAY 67 ABOUT 0.3 OF A MILE SOUTH-SOUTHEAST OF THE STATION, 53
 FF1789'FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 67, 35 FEET
 FF1789'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 26 FEET
 FF1789'WEST-NORTHWEST OF A 14-INCH ALBIZZIA TREE, 7 FEET
 FF1789'WEST-SOUTHWEST OF A WATER METER COVER, 2 FEET NORTH OF
 FF1789'TELEPHONE POLE NO. 29, AND 0.9 OF A FOOT WEST OF A METAL
 FF1789'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FF1789'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3
 FF1789'INCHES AND THE DISK IS STAMPED NEWPORT 1954 1968.
 FF1789'
 FF1789'NOTE- DUE TO MATERIALS STOCKPILED IN THE AREA, IT WAS NECESSARY
 FF1789'TO TAKE VERTICAL ANGLES AND MAKE SLOPE MEASUREMENTS TO THE REFERENCE
 FF1789'MARKS, AND COMPUTE THE HORIZONTAL DISTANCES.
 FF1789
 FF1789                          STATION RECOVERY (2002)
 FF1789
 FF1789'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2151 ***********************************************************************
 FF2151  FBN         -  This is a Federal Base Network Control Station.
 FF2151  PACS        -  This is a Primary Airport Control Station.
 FF2151  DESIGNATION -  NEWSPORT
 FF2151  PID         -  FF2151
 FF2151  STATE/COUNTY-  AR/JACKSON
 FF2151  USGS QUAD   -  TUCKERMAN (1981)
 FF2151
 FF2151                         *CURRENT SURVEY CONTROL
 FF2151  ___________________________________________________________________
 FF2151* NAD 83(1997)-  35 38 31.66954(N)    091 10 36.90923(W)     ADJUSTED  
 FF2151* NAVD 88     -        72.47   (meters)     237.8    (feet)  GPS OBS   
 FF2151  ___________________________________________________________________
 FF2151  X           -    -106,585.989 (meters)                     COMP
 FF2151  Y           -  -5,188,179.652 (meters)                     COMP
 FF2151  Z           -   3,696,020.996 (meters)                     COMP
 FF2151  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FF2151  ELLIP HEIGHT-          44.92  (meters)          (07/20/01) GPS OBS
 FF2151  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF2151
 FF2151  HORZ ORDER  -  B
 FF2151  ELLP ORDER  -  FOURTH    CLASS I
 FF2151
 FF2151.This mark is at Newport Airport (M19)
 FF2151
 FF2151.The horizontal coordinates were established by GPS observations
 FF2151.and adjusted by the National Geodetic Survey in September 1997..
 FF2151
 FF2151.The orthometric height was determined by GPS observations and a
 FF2151.high-resolution geoid model.
 FF2151
 FF2151.GPS derived orthometric heights for airport stations designated as
 FF2151.PACS or SACS are published to 2 decimal places.  This maintains
 FF2151.centimeter relative accuracy between the PACS and SACS.  It does
 FF2151.not indicate centimeter accuracy relative to other marks which are
 FF2151.part of the NAVD 88 network.
 FF2151
 FF2151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2151
 FF2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2151
 FF2151.The ellipsoidal height was determined by GPS observations
 FF2151.and is referenced to NAD 83.
 FF2151
 FF2151.The geoid height was determined by GEOID03.
 FF2151
 FF2151;                    North         East     Units Scale Factor Converg.
 FF2151;SPC AR N     -   145,511.613   474,540.232   MT  0.99993644   +0 28 44.2
 FF2151;SPC AR N     -   477,399.35  1,556,887.41   sFT  0.99993644   +0 28 44.2
 FF2151;UTM  15      - 3,945,787.182   665,058.095   MT  0.99993573   +1 03 45.3
 FF2151
 FF2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2151!SPC AR N     -   0.99999295  x   0.99993644  =   0.99992939
 FF2151!UTM  15      -   0.99999295  x   0.99993573  =   0.99992868
 FF2151
 FF2151:                Primary Azimuth Mark                     Grid Az
 FF2151:SPC AR N     -  NEWSPORT AZ MK                           180 27 24.8
 FF2151:UTM  15      -  NEWSPORT AZ MK                           179 52 23.7
 FF2151
 FF2151|---------------------------------------------------------------------|
 FF2151| PID    Reference Object                     Distance      Geod. Az  |
 FF2151|                                                           dddmmss.s |
 FF2151| FF2152 NEWSPORT AZ MK                      APPROX. 0.6 KM 1805609.0 |
 FF2151|---------------------------------------------------------------------|
 FF2151
 FF2151                          SUPERSEDED SURVEY CONTROL
 FF2151
 FF2151  ELLIP H (09/19/97)   44.95   (m)                       GP(       ) 4 1
 FF2151  NAD 83(1986)-  35 38 31.68139(N)    091 10 36.91084(W) AD(       ) 1
 FF2151  NGVD 29 (11/13/90)   72.4    (m)          238.     (f) GPS OBS        
 FF2151
 FF2151.Superseded values are not recommended for survey control.
 FF2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2151.See file dsdata.txt to determine how the superseded data were derived.
 FF2151
 FF2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6505845787(NAD 83)
 FF2151_MARKER: I = METAL ROD
 FF2151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2151_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2151_STAMPING: NEWSPORT 1990
 FF2151_MARK LOGO: NGS   
 FF2151_PROJECTION: FLUSH
 FF2151_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2151+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 FF2151_ROD/PIPE-DEPTH: 11.2 meters
 FF2151_SLEEVE-DEPTH  : 0.93 meters
 FF2151
 FF2151  HISTORY     - Date     Condition        Report By
 FF2151  HISTORY     - 1990     MONUMENTED       NGS
 FF2151  HISTORY     - 19970220 GOOD             NGS
 FF2151  HISTORY     - 20000119 GOOD             NGS
 FF2151  HISTORY     - 20020927 GOOD             USACE
 FF2151  HISTORY     - 20030514 GOOD             JCLS
 FF2151  HISTORY     - 20060926 GOOD             JCLS
 FF2151
 FF2151                          STATION DESCRIPTION
 FF2151
 FF2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2151'STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) SOUTH-SOUTHEAST OF
 FF2151'TUCKERMAN, 9.4 KM (5.8 MI) WEST-SOUTHWEST OF GRUBBS, AND 8.7 KM
 FF2151'(5.4 MI) NORTHEAST OF NEWPORT.  AT THE NEWPORT MUNICIPAL AIRPORT.
 FF2151'OWNERSHIP--CITY OF NEWPORT AR 72112.  PHONE IS 501-523-6067. AIRPORT
 FF2151'MANAGER IS JOE BALLARD, P.O.BOX 666, NEWPORT AR 72112.  PHONE IS
 FF2151'501-523-3613 OR HOME 501-523-9626.
 FF2151'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 67 AND STATE HIGHWAY 17 IN
 FF2151'NEWPORT, GO NORTHEASTERLY ON U.S.HIGHWAY 67 FOR 4.23 KM (2.63 MI) TO
 FF2151'A CROSSROAD.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 18 FOR FOR 2.84
 FF2151'KM (1.76 MI) TO WHERE STATE HIGHWAY 18 TURNS NORTH. CONTINUE EAST ON
 FF2151'STATE HIGHWAY 980 FOR 3.89 KM (2.42 MI) TO A GATE.  PASS THROUGH THE
 FF2151'GATE AND GO ACROSS AN APRON FOR 0.12 KM (0.07 MI) TO A CONNECTOR AND
 FF2151'THE THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS
 FF2151'STEEL ROD ENCASED INJ A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS
 FF2151'22.5 M (73.8 FT) SOUTH-SOUTHEAST FROM CENTERLINE OF A CONNECTOR, 14.4
 FF2151'M (47.2 FT) EAST-NORTHEAST FROM WEST EDGE OF A APRON, 11.4 M
 FF2151'(37.4 FT) EAST-SOUTHEAST FROM THE CURVED PAVEMENT AT THE JUNCTION OF
 FF2151'THE CONNECTOR AND APRON AND 0.9 M (3.0 FT) WEST-SOUTHWEST OF A
 FF2151'CARSONITE WITNESS POST.
 FF2151'DESCRIBED BY R.D.BALL.
 FF2151
 FF2151                          STATION RECOVERY (1997)
 FF2151
 FF2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FF2151'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH-SOUTHEAST OF
 FF2151'TUCKERMAN, 8 KM (4.95 MI) NORTHEAST OF NEWPORT, AT THE MUNICIPAL
 FF2151'AIRPORT, NEAR MIDFIELD, ACROSS THE APRON FROM THE AIRPORT OFFICE, IN
 FF2151'THE SOUTHEAST QUADRANT OF THE JUNCTION OF THE APRON AND A CONNECTOR
 FF2151'TAXIWAY TO THE RUNWAY.  OWNERSHIP--CITY OF NEWPORT, PO BOX 666,
 FF2151'NEWPORT AR 72112.  AIRPORT MANAGER IS DORSEY BLOCK, PHONE 501-523-3613
 FF2151'OR 523-9628.  HOME PHONE IS 579-2351.  FIRE STATION PHONE AT THE
 FF2151'AIRFIELD IS 523-6099.  CALL AHEAD FOR ACCESS THROUGH THE LOCKED GATE.
 FF2151'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 FF2151'HIGHWAY 18 ON THE NORTH SIDE OF NEWPORT, GO EAST ON HIGHWAYS 67 AND 18
 FF2151'FOR 1.13 KM (0.70 MI) TO THE JUNCTION OF HIGHWAY 67 SOUTH ON THE
 FF2151'RIGHT.  CONTINUE AHEAD, EAST ON HIGHWAY 18 FOR 1.53 KM (0.95 MI) TO
 FF2151'WHERE HIGHWAY 18 TURNS NORTH.  CONTINUE AHEAD, EAST ON COUNTY HIGHWAY
 FF2151'980 FOR 2.21 KM (1.35 MI) TO THE JUNCTION OF HIGHWAY 18S ON THE LEFT.
 FF2151'CONTINUE AHEAD, EAST ON COUNTY HIGHWAY 980 FOR 0.90 KM (0.55 MI) TO A
 FF2151'PAVED Y-JUNCTION.  TURN LEFT, NORTHEAST ON VICTORY BOULEVARD FOR 0.64
 FF2151'KM (0.40 MI) TO A GATE AT THE APRON AND THE AIRPORT OFFICE AND FIRE
 FF2151'STATION ON THE RIGHT.  CONTINUE AHEAD, EAST, PASSING THROUGH THE GATE
 FF2151'AND ACROSS THE APRON FOR 0.12 KM (0.05 MI) TO A CONNECTOR TAXIWAY AND
 FF2151'THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE ON THE TOP
 FF2151'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE-FILLED SLEEVE 90 CM
 FF2151'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 FF2151'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 22.0 M (72.2 FT)
 FF2151'SOUTH-SOUTHEAST OF THE CONNECTOR TAXIWAY, 14.4 M (47.2 FT)
 FF2151'EAST-NORTHEAST OF THE EAST EDGE OF THE APRON, 11.4 M (37.4 FT)
 FF2151'EAST-SOUTHEAST OF THE CENTER OF THE CURVE OF THE PAVEMENT AT THE
 FF2151'JUNCTION OF THE APRON AND CONNECTOR TAXIWAY, 10.6 M (34.8 FT)
 FF2151'SOUTHEAST OF A TAXIWAY LIGHT NUMBER 102 AT THE JUNCTION AND 0.7 M (2.3
 FF2151'FT) WEST OF A FIBERGLASS WITNESS POST.  NOTE--THIS STATION WAS USED AS
 FF2151'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.  THE
 FF2151'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A ROD MARK.
 FF2151
 FF2151                          STATION RECOVERY (2000)
 FF2151
 FF2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 FF2151'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 FF2151'CONDITION AND AS PREVIOUSLY DESCRIBED.
 FF2151
 FF2151                          STATION RECOVERY (2002)
 FF2151
 FF2151'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2151'RECOVERED IN GOOD CONDITION.
 FF2151
 FF2151                          STATION RECOVERY (2003)
 FF2151
 FF2151'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 FF2151'RECOVERED IN GOOD CONDITION.
 FF2151
 FF2151                          STATION RECOVERY (2006)
 FF2151
 FF2151'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FF2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2152 ***********************************************************************
 FF2152  DESIGNATION -  NEWSPORT AZ MK
 FF2152  PID         -  FF2152
 FF2152  STATE/COUNTY-  AR/JACKSON
 FF2152  USGS QUAD   -  TUCKERMAN (1981)
 FF2152
 FF2152                         *CURRENT SURVEY CONTROL
 FF2152  ___________________________________________________________________
 FF2152* NAD 83(1997)-  35 38 13.79940(N)    091 10 37.26681(W)     ADJUSTED  
 FF2152* NAVD 88     -        72.2    (meters)     237.     (feet)  VERTCON   
 FF2152  ___________________________________________________________________
 FF2152  X           -    -106,601.572 (meters)                     COMP
 FF2152  Y           -  -5,188,500.118 (meters)                     COMP
 FF2152  Z           -   3,695,573.247 (meters)                     COMP
 FF2152  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FF2152  ELLIP HEIGHT-          44.67  (meters)          (09/24/01) GPS OBS
 FF2152  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF2152
 FF2152  HORZ ORDER  -  FIRST
 FF2152  ELLP ORDER  -  FOURTH    CLASS II
 FF2152
 FF2152.This mark is at Newport Airport (M19)
 FF2152
 FF2152.The horizontal coordinates were established by GPS observations
 FF2152.and adjusted by the National Geodetic Survey in September 1999..
 FF2152
 FF2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2152
 FF2152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2152
 FF2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2152
 FF2152.The ellipsoidal height was determined by GPS observations
 FF2152.and is referenced to NAD 83.
 FF2152
 FF2152.The geoid height was determined by GEOID03.
 FF2152
 FF2152;                    North         East     Units Scale Factor Converg.
 FF2152;SPC AR N     -   144,960.833   474,535.840   MT  0.99993636   +0 28 44.0
 FF2152;SPC AR N     -   475,592.33  1,556,873.00   sFT  0.99993636   +0 28 44.0
 FF2152;UTM  15      - 3,945,236.386   665,059.312   MT  0.99993574   +1 03 44.6
 FF2152
 FF2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2152!SPC AR N     -   0.99999299  x   0.99993636  =   0.99992935
 FF2152!UTM  15      -   0.99999299  x   0.99993574  =   0.99992873
 FF2152
 FF2152:                Primary Azimuth Mark                     Grid Az
 FF2152:SPC AR N     -  NEWSPORT                                 000 27 24.8
 FF2152:UTM  15      -  NEWSPORT                                 359 52 24.2
 FF2152
 FF2152|---------------------------------------------------------------------|
 FF2152| PID    Reference Object                     Distance      Geod. Az  |
 FF2152|                                                           dddmmss.s |
 FF2152| FF2151 NEWSPORT                            APPROX. 0.6 KM 0005608.8 |
 FF2152|---------------------------------------------------------------------|
 FF2152
 FF2152                          SUPERSEDED SURVEY CONTROL
 FF2152
 FF2152  ELLIP H (09/14/99)   44.71   (m)                       GP(       ) 4 1
 FF2152  NAD 83(1997)-  35 38 13.79940(N)    091 10 37.26681(W) AD(       ) 1
 FF2152  NAD 83(1986)-  35 38 13.81125(N)    091 10 37.26842(W) AD(       ) 1
 FF2152  NGVD 29 (11/13/90)   72.2    (m)          237.     (f) GPS OBS        
 FF2152
 FF2152.Superseded values are not recommended for survey control.
 FF2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2152.See file dsdata.txt to determine how the superseded data were derived.
 FF2152
 FF2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6505945236(NAD 83)
 FF2152_MARKER: I = METAL ROD
 FF2152_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2152_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2152_STAMPING: NEWSPORT AZ MK 1990
 FF2152_MARK LOGO: NGS   
 FF2152_PROJECTION: FLUSH
 FF2152_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2152+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FF2152_ROD/PIPE-DEPTH: 11.3 meters
 FF2152_SLEEVE-DEPTH  : 0.93 meters
 FF2152
 FF2152  HISTORY     - Date     Condition        Report By
 FF2152  HISTORY     - 1990     MONUMENTED       NGS
 FF2152
 FF2152                          STATION DESCRIPTION
 FF2152
 FF2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2152'STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) SOUTH-SOUTHEAST OF
 FF2152'TUCKERMAN, 9.4 KM (5.8 MI) WEST-SOUTHWEST OF GRUBBS, AND 8.7 KM
 FF2152'(5.4 MI) NORTHEAST OF NEWPORT.  AT THE NEWPORT MUNICIPAL AIRPORT.
 FF2152'OWNERSHIP--CITY OF NEWPORT AR 72112.  PHONE IS 501-523-6067.  AIRPORT
 FF2152'MANAGER IS JOE BALLARD, P.O.BOX 666, NEWPORT AR 72112. PHONE IS
 FF2152'501-523-3613 OR HOME 501-523-9626.
 FF2152'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 67 AND STATE HIGHWAY 17 IN
 FF2152'NEWPORT, GO NORTHEASTERLY ON U.S.HIGHWAY 67 FOR 4.23 KM (2.63 MI) TO
 FF2152'A CROSSROAD.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 18 FOR FOR 2.84
 FF2152'KM (1.76 MI) TO WHERE STATE HIGHWAY 18 TURNS NORTH. CONTINUE EAST ON
 FF2152'STATE HIGHWAY 980 FOR 3.89 KM (2.42 MI) TO A GATE.  PASS THROUGH THE
 FF2152'GATE AND GO ACROSS APRON FOR 0.12 KM (0.07 MI) TO A CONNECTOR. TURN
 FF2152'RIGHT AND GO SOUTHERLY ALONG THE EAST EDGE OF THE APRON FOR 0.55 KM
 FF2152'(0.34 MI) TO A CONNECTOR AND THE STATION ON THE LEFT.
 FF2152'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FF2152'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IOS 23.1 M
 FF2152'(75.8 FT) NORTH-NORTHEAST FROM THE CONNECTOR CENTERLINE, 14.2 M
 FF2152'(46.6 FT) EAST FROM THE EAST EDGE OF THE APRON, 12.5 M (41.0 FT)
 FF2152'EAST-NORTHEAST FROM THE CURVED PAVEMENT AT THE JUNCTION OF THE
 FF2152'CONNECTOR AND APRON, 0.9 M (3.0 FT) WEST FROM A CARSONITE WITNESS
 FF2152'POST.
 FF2152'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0719 ***********************************************************************
 DL0719  DESIGNATION -  NICHOLS 1 BOLT
 DL0719  PID         -  DL0719
 DL0719  STATE/COUNTY-  AR/MILLER
 DL0719  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0719
 DL0719                         *CURRENT SURVEY CONTROL
 DL0719  ___________________________________________________________________
 DL0719* NAD 83(1986)-  33 09 45.     (N)    093 47 11.     (W)     SCALED    
 DL0719* NAVD 88     -        65.28   (+/-2cm)     214.2    (feet)  VERTCON   
 DL0719  ___________________________________________________________________
 DL0719  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DL0719
 DL0719  VERT ORDER  -  ? (See Below)
 DL0719
 DL0719.The horizontal coordinates were scaled from a topographic map and have
 DL0719.an estimated accuracy of +/- 6 seconds.
 DL0719
 DL0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0719.The vertical order pertains to the NGVD 29 superseded value.
 DL0719
 DL0719.The geoid height was determined by GEOID03.
 DL0719
 DL0719;                    North         East    Units  Estimated Accuracy
 DL0719;SPC AR S     -   456,450.      233,370.      MT  (+/- 180 meters Scaled)
 DL0719
 DL0719                          SUPERSEDED SURVEY CONTROL
 DL0719
 DL0719  NGVD 29 (??/??/92)   65.314  (m)          214.28   (f) ADJ UNCH    ?  
 DL0719
 DL0719.Superseded values are not recommended for survey control.
 DL0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0719.See file dsdata.txt to determine how the superseded data were derived.
 DL0719
 DL0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS266695(NAD 83)
 DL0719_MARKER: B = BOLT
 DL0719_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0719_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0719
 DL0719  HISTORY     - Date     Condition        Report By
 DL0719  HISTORY     - UNK      MONUMENTED       USE
 DL0719  HISTORY     - 1965     MARK NOT FOUND   NGS
 DL0719
 DL0719                          STATION DESCRIPTION
 DL0719
 DL0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DL0719'1 MI N FROM FORT LYNN.
 DL0719'1 MILE NORTH ALONG US HWY 71 FROM FORT LYNN, MILLER COUNTY, THENCE
 DL0719'ABOUT 7.6 MILES EAST ALONG A ROAD LEADING TO THE RIGHT BANK OF RED
 DL0719'RIVER, ABOUT 3.8 MILES ABOVE A BRIDGE OVER MCKINNEY BAYOU, ABOUT 1/2
 DL0719'MILE BELOW THE CROSSING OF THE LEVEE AND A ROAD LEADING TO MURPHYS
 DL0719'FERRY, ABOUT 100 FT W OF THE SW END OF HALEY LAKE, 99 FEET SE OF THE
 DL0719'SE CORNER OF THE ER NICHOLS RESIDENCE, 87 FEET EAST OF A 12 INCH PECAN
 DL0719'TREE ABOUT 30 FEET NW OF A ROAD CROSSING, 24 FEET N OF THE
 DL0719'EAST-AND-WEST (MAIN) ROAD PARALLELING THE LEVEE, AND 3 FEET NW OF THE
 DL0719'SE FENCE CORNER.  A COPPER BOLT SET IN THE TOP OF A STONE ABOUT 3 FEET
 DL0719'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A C
 DL0719'OF E US ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0721 ***********************************************************************
 DL0721  DESIGNATION -  NICHOLS 2 BOLT
 DL0721  PID         -  DL0721
 DL0721  STATE/COUNTY-  AR/MILLER
 DL0721  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0721
 DL0721                         *CURRENT SURVEY CONTROL
 DL0721  ___________________________________________________________________
 DL0721* NAD 83(1986)-  33 09 45.     (N)    093 47 11.     (W)     SCALED    
 DL0721* NAVD 88     -        64.91   (+/-2cm)     213.0    (feet)  VERTCON   
 DL0721  ___________________________________________________________________
 DL0721  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DL0721
 DL0721  VERT ORDER  -  ? (See Below)
 DL0721
 DL0721.The horizontal coordinates were scaled from a topographic map and have
 DL0721.an estimated accuracy of +/- 6 seconds.
 DL0721
 DL0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0721.The vertical order pertains to the NGVD 29 superseded value.
 DL0721
 DL0721.The geoid height was determined by GEOID03.
 DL0721
 DL0721;                    North         East    Units  Estimated Accuracy
 DL0721;SPC AR S     -   456,450.      233,370.      MT  (+/- 180 meters Scaled)
 DL0721
 DL0721                          SUPERSEDED SURVEY CONTROL
 DL0721
 DL0721  NGVD 29 (??/??/92)   64.950  (m)          213.09   (f) ADJ UNCH    ?  
 DL0721
 DL0721.Superseded values are not recommended for survey control.
 DL0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0721.See file dsdata.txt to determine how the superseded data were derived.
 DL0721
 DL0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS266695(NAD 83)
 DL0721_MARKER: B = BOLT
 DL0721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0721_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0721
 DL0721  HISTORY     - Date     Condition        Report By
 DL0721  HISTORY     - UNK      MONUMENTED       USE
 DL0721  HISTORY     - 1965     MARK NOT FOUND   NGS
 DL0721
 DL0721                          STATION DESCRIPTION
 DL0721
 DL0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DL0721'8.6 MI NE FROM FORT LYNN.
 DL0721'8.6 MILES NE OF FORT LYNN, MILLER COUNTY, IN THE NW 1/4 SECTION 27, T
 DL0721'18 S, R 26 W, ABOUT 0.15 MILE EAST OF A STORE AND GIN, ABOUT 75 FEET
 DL0721'SOUTHWEST OF THE SOUTHWEST CORNER OF A BROWN HOUSE THAT IS LOCATED ON
 DL0721'A MOUND TO THE SOUTH OF THE MAIN ROAD AND IS AT THE SOUTH EDGE OF THE
 DL0721'LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3053 ***********************************************************************
 EH3053  DESIGNATION -  NICHOLS RESET
 EH3053  PID         -  EH3053
 EH3053  STATE/COUNTY-  AR/LONOKE
 EH3053  USGS QUAD   -  CARLISLE (1994)
 EH3053
 EH3053                         *CURRENT SURVEY CONTROL
 EH3053  ___________________________________________________________________
 EH3053* NAD 83(1997)-  34 51 43.32420(N)    091 43 28.54722(W)     ADJUSTED  
 EH3053* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 EH3053  ___________________________________________________________________
 EH3053  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EH3053  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH3053
 EH3053  HORZ ORDER  -  FIRST
 EH3053
 EH3053.The horizontal coordinates were established by classical geodetic methods
 EH3053.and adjusted by the National Geodetic Survey in September 1999..
 EH3053
 EH3053.The orthometric height was scaled from a topographic map.
 EH3053
 EH3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3053
 EH3053.The geoid height was determined by GEOID03.
 EH3053
 EH3053;                    North         East     Units Scale Factor Converg.
 EH3053;SPC AR S     -   643,537.718   425,183.752   MT  1.00002266   +0 09 14.9
 EH3053;SPC AR S     - 2,111,340.00  1,394,957.03   sFT  1.00002266   +0 09 14.9
 EH3053;UTM  15      - 3,858,485.142   616,581.057   MT  0.99976751   +0 43 44.8
 EH3053
 EH3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3053!SPC AR S     -   0.99999340  x   1.00002266  =   1.00001606
 EH3053!UTM  15      -   0.99999340  x   0.99976751  =   0.99976091
 EH3053
 EH3053|---------------------------------------------------------------------|
 EH3053| PID    Reference Object                     Distance      Geod. Az  |
 EH3053|                                                           dddmmss.s |
 EH3053| CY7029 NICHOLS RM 3                         21.383 METERS 03605     |
 EH3053| CY7026 NICHOLS AZ MK                                      0462909.2 |
 EH3053| EH3052 DALLAS LOUISVILLE AWY BCN 35        APPROX.14.5 KM 0875141.1 |
 EH3053| CY7027 NICHOLS RM 1                         32.403 METERS 08956     |
 EH3053| CY7028 NICHOLS RM 2                         47.838 METERS 18109     |
 EH3053| EH2169 LONOKE E BASE                       APPROX. 8.8 KM 1850820.5 |
 EH3053| EH3079 CARLISLE ARK ST RICE MILL W TK      APPROX. 9.0 KM 1953549.4 |
 EH3053| EH3078 CARLISLE ARK ST RICE MILL E TK      APPROX. 9.1 KM 1953628.2 |
 EH3053| EH3077 DALLAS LOUISVILLE AWY BCN 33        APPROX. 7.2 KM 2085104.6 |
 EH3053| EH3081 LONOKE MUNICIPAL TANK               APPROX.18.2 KM 2412016.5 |
 EH3053| EH3080 LONOKE COMP CO TALL WATER TK        APPROX.19.1 KM 2432512.7 |
 EH3053| EH3082 LONOKE COM CO SHORT WATER TK        APPROX.19.1 KM 2432642.6 |
 EH3053|---------------------------------------------------------------------|
 EH3053
 EH3053                          SUPERSEDED SURVEY CONTROL
 EH3053
 EH3053  NAD 83(1986)-  34 51 43.32847(N)    091 43 28.54241(W) AD(       ) 1
 EH3053  NAD 27      -  34 51 43.00426(N)    091 43 28.05622(W) AD(       ) 1
 EH3053
 EH3053.Superseded values are not recommended for survey control.
 EH3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3053.See file dsdata.txt to determine how the superseded data were derived.
 EH3053
 EH3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1658158485(NAD 83)
 EH3053_MARKER: DS = TRIANGULATION STATION DISK
 EH3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3053_STAMPING: NICHOLS 1934 1967
 EH3053_PROJECTION: RECESSED 7 CENTIMETERS
 EH3053
 EH3053  HISTORY     - Date     Condition        Report By
 EH3053  HISTORY     - 1967     MONUMENTED       CGS
 EH3053
 EH3053                          STATION DESCRIPTION
 EH3053
 EH3053'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3053'REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD CONDITION.
 EH3053'THE SURFACE STATION MARK HAD BEEN DESTROYED, THE UNDERGROUND
 EH3053'MARK WAS FOUND IN GOOD CONDITION AND THE POINT HELD FOR
 EH3053'THE NEW SURFACE MARK.  THE AZIMUTH MARK WAS SEARCHED FOR
 EH3053'BUT NOT FOUND.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH3053'
 EH3053'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF CARLISLE,
 EH3053'IN THE SOUTHWEST 1/4 OF SECTION 23, T 3 N, R 7 W AND IN PASTURE
 EH3053'LAND.
 EH3053'
 EH3053'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARLISLE,
 EH3053'GO NORTH ON STATE HIGHWAY 31 FOR 1.45 MILES TO THE JUNCTION
 EH3053'OF INTERSTATE HIGHWAY 40.  CONTINUE AHEAD AND GO NORTH ON
 EH3053'STATE HIGHWAY 31 FOR 2.4 MILES TO A CROSS ROAD.  CONTINUE
 EH3053'AND GO NORTH ON THE HIGHWAY FOR 2.0 MILES TO A FORK AND WHERE
 EH3053'THE HIGHWAY TURNS LEFT.  TAKE THE RIGHT FORK AND GO NORTH
 EH3053'AND EAST ON GRAVELED ROAD FOR 0.3 MILE TO A FORK.  TAKE THE
 EH3053'RIGHT FORK AND GO EAST ON GRADED ROAD FOR 1.1 MILES TO AN
 EH3053'OLD HOUSE AND THE STATION ON THE LEFT.
 EH3053'
 EH3053'STATION MARK IS A STANDARD DISK, STAMPED NICHOLS 1934 1967, SET
 EH3053'IN THE TOP OF A ROUND CONCRETE POST 3 INCHES BELOW THE GROUND
 EH3053'SURFACE.  IT IS 138 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 EH3053'OF THE OLD HOUSE, 86 FEET NORTH OF THE CENTER OF THE GRADED
 EH3053'ROAD, 60 FEET SOUTHEAST OF AN OLD WELL PUMP AND 1 FOOT NORTH OF A
 EH3053'METAL WITNESS POST.
 EH3053'
 EH3053'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NICHOLS NO 1
 EH3053'1934, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 EH3053'5 INCHES.  IT IS 113 FEET NORTH OF THE CENTER OF THE ROAD, 30
 EH3053'FEET EAST OF THE WEST WALL OF THE HOUSE, 9 FEET SOUTHWEST
 EH3053'OF A 10 INCH CHERRY TREE AND 1 FOOT WEST OF A METAL WITNESS
 EH3053'POST.
 EH3053'
 EH3053'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED NICHOLS NO 3
 EH3053'1934, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 EH3053'GROUND SURFACE.  IT IS 148 FEET NORTH OF THE CENTER OF THE ROAD,
 EH3053'105 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 EH3053'92 FEET EAST-NORTHEAST OF THE WELL PUMP, 86 FEET WEST-NORTHWEST
 EH3053'OF THE CHERRY TREE AND 1 FOOT WEST OF A METAL WITNESS POST.
 EH3053'
 EH3053'NICHOLS 1934 1967 TO R.M. 1 = PLUS 1.133 FEET.
 EH3053'
 EH3053'NICHOLS 1934 1967 TO R.M. 3 = PLUS 0.896 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1346 ***********************************************************************
 DL1346  DESIGNATION -  NICK SPRINGS LOT 8 3 AFC
 DL1346  PID         -  DL1346
 DL1346  STATE/COUNTY-  AR/UNION
 DL1346  USGS QUAD   -  EL DORADO EAST (1981)
 DL1346
 DL1346                         *CURRENT SURVEY CONTROL
 DL1346  ___________________________________________________________________
 DL1346* NAD 83(1997)-  33 12 38.71106(N)    092 33 11.66304(W)     ADJUSTED  
 DL1346* NAVD 88     -                                                        
 DL1346  ___________________________________________________________________
 DL1346  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DL1346  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL1346
 DL1346  HORZ ORDER  -  THIRD
 DL1346
 DL1346.The horizontal coordinates were established by classical geodetic methods
 DL1346.and adjusted by the National Geodetic Survey in September 1999..
 DL1346
 DL1346
 DL1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1346
 DL1346.The geoid height was determined by GEOID03.
 DL1346
 DL1346;                    North         East     Units Scale Factor Converg.
 DL1346;SPC AR S     -   460,486.631   348,420.407   MT  1.00002099   -0 18 34.7
 DL1346;SPC AR S     - 1,510,779.89  1,143,109.29   sFT  1.00002099   -0 18 34.7
 DL1346;UTM  15      - 3,674,740.354   541,635.148   MT  0.99962137   +0 14 40.9
 DL1346
 DL1346                          SUPERSEDED SURVEY CONTROL
 DL1346
 DL1346  NAD 83(1997)-  33 12 38.72033(N)    092 33 11.65634(W) AD(       ) 4
 DL1346  NAD 83(1986)-  33 12 38.72299(N)    092 33 11.65478(W) AD(       ) 4
 DL1346  NAD 27      -  33 12 38.25600(N)    092 33 11.12200(W) AD(       ) 3
 DL1346
 DL1346.Superseded values are not recommended for survey control.
 DL1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1346.See file dsdata.txt to determine how the superseded data were derived.
 DL1346
 DL1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4163574740(NAD 83)
 DL1346_MARKER: 57 = LOOKOUT TOWER
 DL1346
 DL1346  HISTORY     - Date     Condition        Report By
 DL1346  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1346
 DL1346                          STATION DESCRIPTION
 DL1346
 DL1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1346'THE STATION IS IN SECTION 28, T 17 S, R 14 W, ABOUT 8-1/2
 DL1346'MILES SOUTH OF CALION, 6-1/2 MILES EAST OF EL DORADO, 190 FEET
 DL1346'WEST OF THE CENTER OF A SAND ROAD AND 60 FEET SOUTHWEST OF THE
 DL1346'SOUTHWEST CORNER OF A HOUSE.
 DL1346'
 DL1346'THE STEEL FRAMEWORK OF THE TOWER SUPPORTS A 6 X 6 FOOT CABIN.
 DL1346'THE TOWER IS ABOUT 115 FEET HIGH AND THE POINT INTERSECTED
 DL1346'WAS THE APEX OF THE ROOF.
 DL1346'
 DL1346'THE DISTANCE FROM THE CENTER OF THE BASE OF THE LOOKOUT TOWER
 DL1346'TO TRIANGULATION STATION CHANEY WAS 217.32 FEET AND (66.239
 DL1346'METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0986 ***********************************************************************
 GE0986  DESIGNATION -  NIMMONS
 GE0986  PID         -  GE0986
 GE0986  STATE/COUNTY-  AR/CLAY
 GE0986  USGS QUAD   -  KENNETT NORTH (1983)
 GE0986
 GE0986                         *CURRENT SURVEY CONTROL
 GE0986  ___________________________________________________________________
 GE0986* NAD 83(1997)-  36 18 21.03161(N)    090 05 43.13844(W)     ADJUSTED  
 GE0986* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 GE0986  ___________________________________________________________________
 GE0986  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 GE0986  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GE0986
 GE0986  HORZ ORDER  -  SECOND
 GE0986
 GE0986.The horizontal coordinates were established by classical geodetic methods
 GE0986.and adjusted by the National Geodetic Survey in September 1999..
 GE0986
 GE0986.The orthometric height was scaled from a topographic map.
 GE0986
 GE0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0986
 GE0986.The geoid height was determined by GEOID03.
 GE0986
 GE0986;                    North         East     Units Scale Factor Converg.
 GE0986;SPC AR N     -   220,496.469   571,059.684   MT  1.00001514   +1 06 30.0
 GE0986;SPC AR N     -   723,412.17  1,873,551.65   sFT  1.00001514   +1 06 30.0
 GE0986;SPC MO E     -    52,502.214   286,344.041   MT  0.99994960   +0 14 22.6
 GE0986;UTM  15      - 4,021,788.019   760,811.343   MT  1.00043819   +1 43 15.0
 GE0986
 GE0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0986!SPC AR N     -   0.99999161  x   1.00001514  =   1.00000675
 GE0986!SPC MO E     -   0.99999161  x   0.99994960  =   0.99994121
 GE0986!UTM  15      -   0.99999161  x   1.00043819  =   1.00042980
 GE0986
 GE0986:                Primary Azimuth Mark                     Grid Az
 GE0986:SPC AR N     -  KENNETT                                  156 31 32.5
 GE0986:SPC MO E     -  KENNETT                                  157 23 39.9
 GE0986:UTM  15      -  KENNETT                                  155 54 47.5
 GE0986
 GE0986|---------------------------------------------------------------------|
 GE0986| PID    Reference Object                     Distance      Geod. Az  |
 GE0986|                                                           dddmmss.s |
 GE0986| GE0990 KENNETT                             APPROX. 9.3 KM 1573802.5 |
 GE0986| CI4744 NIMMONS RM 1                         22.677 METERS 16840     |
 GE0986| GE0985 P 7 254                              23.796 METERS 26034     |
 GE0986| CI4743 NIMMONS AZ MK                                      3561537.5 |
 GE0986|---------------------------------------------------------------------|
 GE0986
 GE0986                          SUPERSEDED SURVEY CONTROL
 GE0986
 GE0986  NAD 83(1986)-  36 18 21.03943(N)    090 05 43.13570(W) AD(       ) 2
 GE0986  NAD 27      -  36 18 20.80950(N)    090 05 42.79270(W) AD(       ) 2
 GE0986
 GE0986.Superseded values are not recommended for survey control.
 GE0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0986.See file dsdata.txt to determine how the superseded data were derived.
 GE0986
 GE0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6081121788(NAD 83)
 GE0986_MARKER: DS = TRIANGULATION STATION DISK
 GE0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0986+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 GE0986
 GE0986  HISTORY     - Date     Condition        Report By
 GE0986  HISTORY     - 1954     MONUMENTED       CGS
 GE0986  HISTORY     - 1970     GOOD             NGS
 GE0986  HISTORY     - 20020717 GOOD             USACE
 GE0986
 GE0986                          STATION DESCRIPTION
 GE0986
 GE0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0986'THE STATION IS LOCATED ABOUT 14 MILES EAST SOUTHEAST OF GREENWAY,
 GE0986'ABOUT 10 MILES NORTHWEST OF KENNETT, ON LAND OWNED BY THE FRISCO
 GE0986'RAILROAD IN THE TOWN OF NIMMONS.  THE STATION MARK IS 330 FEET
 GE0986'NORTHEAST OF THE NIMMONS POST OFFICE, 147 FEET NORTH OF THE
 GE0986'CENTER OF A GRAVELED STREET, 134 FEET EAST OF THE CENTER OF A
 GE0986'GRAVELED STREET AND 15 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 GE0986'IT IS STAMPED NIMMONS 1954 AND IS SET FLUSH WITH THE SURFACE OF
 GE0986'THE GROUND.
 GE0986'
 GE0986'REFERENCE MARK NO. 1 IS 73 FEET NORTH OF THE CENTER OF THE GRAVELED
 GE0986'ROAD, 14-1/2 FEET SOUTH OF A POWER LINE POLE AND 2 FEET SOUTHWEST
 GE0986'OF A T FENCE CORNER.  IT PROJECTS 4 INCHES AND IS STAMPED
 GE0986'NIMMONS NO 1 1954.
 GE0986'
 GE0986'REFERENCE MARK NO. 2 IS A STANDARD U.S. ENGINEER DEPARTMENT DISK
 GE0986'SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 6 INCHES IN
 GE0986'DIAMETER.  THE U.S. ENGINEER MARK IS 66 FEET NORTH OF A POWER
 GE0986'LINE POLE AND 58 FEET EAST OF THE CENTER OF A GRAVELED STREET.
 GE0986'THE CONCRETE POST PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0986'P-7-254.
 GE0986'
 GE0986'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 109.63 FEET.
 GE0986'
 GE0986'THE AZIMUTH MARK IS 46 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 GE0986'TRACKS, 19 FEET NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET
 GE0986'NORTHEAST OF A FENCE CORNER AND 1-1/2 FEET SOUTH OF A WITNESS POST.
 GE0986'IT PROJECTS 4 INCHES AND IS STAMPED NIMMONS 1954.
 GE0986'
 GE0986'TO REACH THE STATION FROM THE POST OFFICE IN NIMMONS GO NORTHEAST
 GE0986'FOR 330 FEET.
 GE0986'
 GE0986'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 GE0986'GRAVELED STREET FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 GE0986'CROSSING THE RAILROAD TRACKS, FOR ABOUT 30 YARDS TO THE AZIMUTH
 GE0986'MARK ON THE RIGHT.
 GE0986'
 GE0986'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0986
 GE0986                          STATION RECOVERY (1970)
 GE0986
 GE0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0986'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 GE0986'REFERENCE MARK 2 (USE P-7-254) WAS NOT FOUND AND A RESIDENT SAID
 GE0986'THAT THE MARK WAS DESTROYED BY A COUNTY ROAD GRADER.  THE AZIMUTH
 GE0986'MARK WAS FOUND IN GOOD CONDITION BUT OBSTRUCTED TO THE STATION BY
 GE0986'TREES IN YARD TO THE NORTH OF THE STATION.  THE DISTANCE TO
 GE0986'REFERENCE MARK 1 CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW
 GE0986'DESCRIPTION FOLLOWS-
 GE0986'
 GE0986'THE STATION IS LOCATED NEAR THE CENTER OF THE SMALL SETTLEMENT
 GE0986'OF NIMMONS, 71 FEET SOUTH OF A 60 INCH ELM TREE, 62 FEET
 GE0986'SOUTHEAST OF A TELEPHONE POLE, 11 FEET EAST OF THE CENTERLINE
 GE0986'OF A NARROW GRAVELED STREET, 330 FEET NORTHEAST OF THE NIMMONS
 GE0986'POST OFFICE, 147 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GE0986'STREET, 134 FEET EAST OF THE CENTERLINE OF A PAVED STREET
 GE0986'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS
 GE0986'FLUSH AND THE DISK IS STAMPED NIMMONS 1954.
 GE0986'
 GE0986'REFERENCE MARK 1 IS 15 FEET SOUTH OF A UTILITY POLE, 26 FEET EAST
 GE0986'OF THE CENTERLINE OF THE NARROW STREET, 150 FEET EAST OF THE
 GE0986'CENTERLINE OF THE PAVED STREET, 73 FEET NORTH OF THE CENTERLINE OF
 GE0986'THE GRAVELED STREET AND 67 FEET NORTHEAST OF A TELEPHONE POLE.
 GE0986'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED NIMMONS
 GE0986'NO 1 1954.
 GE0986'
 GE0986'REFERENCE MARK 3 IS 2 FEET SOUTH OF TELEPHONE POLE, 44 FEET
 GE0986'SOUTHWEST OF THE ELM TREE, 23 FEET WEST OF THE CENTERLINE OF THE
 GE0986'NARROW STREET AND 103 FEET EAST OF THE CENTERLINE OF THE PAVED
 GE0986'STREET.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0986'NIMMONS 1954 NO 3 1970.
 GE0986'
 GE0986'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF GRAVELED
 GE0986'ROAD, 3 FEET SOUTHEAST OF A POWER AND TELEPHONE POLE, 1 FOOT
 GE0986'WEST OF A METAL WITNESS POST AND 121 FEET WEST OF THE CENTERLINE
 GE0986'OF NORTH-SOUTH GRAVELED ROAD.  THE MONUMENT PROJECTS 6 INCHES
 GE0986'AND THE DISK IS STAMPED NIMMONS 1954.
 GE0986'
 GE0986'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 GE0986'STREET FOR 0.25 MILES TO A CROSSROAD AND THE AZIMUTH ON THE
 GE0986'LEFT AS DESCRIBED.
 GE0986'
 GE0986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT NIMMONS.
 GE0986'
 GE0986'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0986
 GE0986                          STATION RECOVERY (2002)
 GE0986
 GE0986'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1908 ***********************************************************************
 EJ1908  DESIGNATION -  NIMROD
 EJ1908  PID         -  EJ1908
 EJ1908  STATE/COUNTY-  AR/PERRY
 EJ1908  USGS QUAD   -  NIMROD (1968)
 EJ1908
 EJ1908                         *CURRENT SURVEY CONTROL
 EJ1908  ___________________________________________________________________
 EJ1908* NAD 83(1997)-  34 57 39.72876(N)    093 04 29.88108(W)     ADJUSTED  
 EJ1908* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 EJ1908  ___________________________________________________________________
 EJ1908  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 EJ1908  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EJ1908
 EJ1908  HORZ ORDER  -  SECOND
 EJ1908
 EJ1908.The horizontal coordinates were established by classical geodetic methods
 EJ1908.and adjusted by the National Geodetic Survey in September 1999..
 EJ1908
 EJ1908.The orthometric height was scaled from a topographic map.
 EJ1908
 EJ1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1908
 EJ1908.The geoid height was determined by GEOID03.
 EJ1908
 EJ1908;                    North         East     Units Scale Factor Converg.
 EJ1908;SPC AR N     -    70,174.661   301,824.212   MT  0.99999467   -0 37 31.9
 EJ1908;SPC AR N     -   230,231.37    990,234.94   sFT  0.99999467   -0 37 31.9
 EJ1908;UTM  15      - 3,868,724.659   493,155.898   MT  0.99960058   -0 02 34.6
 EJ1908
 EJ1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1908!SPC AR N     -   0.99998222  x   0.99999467  =   0.99997689
 EJ1908!UTM  15      -   0.99998222  x   0.99960058  =   0.99958281
 EJ1908
 EJ1908:                Primary Azimuth Mark                     Grid Az
 EJ1908:SPC AR N     -  CEDAR                                    122 59 37.3
 EJ1908:UTM  15      -  CEDAR                                    122 24 40.0
 EJ1908
 EJ1908|---------------------------------------------------------------------|
 EJ1908| PID    Reference Object                     Distance      Geod. Az  |
 EJ1908|                                                           dddmmss.s |
 EJ1908| EJ1905 CEDAR                               APPROX.11.8 KM 1222205.4 |
 EJ1908| CX5977 NIMROD AZ MK                                       1231020.0 |
 EJ1908| CX5978 NIMROD RM 1                           9.120 METERS 16416     |
 EJ1908| CX5979 NIMROD RM 2                          11.814 METERS 26940     |
 EJ1908|---------------------------------------------------------------------|
 EJ1908
 EJ1908                          SUPERSEDED SURVEY CONTROL
 EJ1908
 EJ1908  NAD 83(1986)-  34 57 39.74157(N)    093 04 29.87517(W) AD(       ) 2
 EJ1908  NAD 27      -  34 57 39.41700(N)    093 04 29.24400(W) AD(       ) 2
 EJ1908
 EJ1908.Superseded values are not recommended for survey control.
 EJ1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1908.See file dsdata.txt to determine how the superseded data were derived.
 EJ1908
 EJ1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9315668725(NAD 83)
 EJ1908_MARKER: DS = TRIANGULATION STATION DISK
 EJ1908_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1908_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EJ1908
 EJ1908  HISTORY     - Date     Condition        Report By
 EJ1908  HISTORY     - 1940     MONUMENTED       CGS
 EJ1908  HISTORY     - 1972     GOOD             NGS
 EJ1908
 EJ1908                          STATION DESCRIPTION
 EJ1908
 EJ1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1908'STATION IS LOCATED IN NIMROD, 0.25 MILE NE OF THE NIMROD POST
 EJ1908'OFFICE ON THE PROPERTY OF W.E. YOUNG.
 EJ1908'
 EJ1908'THE STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE
 EJ1908'IN OUTCROPPING BEDROCK, AND PROJECTS ABOUT 1 FOOT ABOVE
 EJ1908'THE SURFACE OF THE GROUND.  IT IS STAMPED NIMROD 1940.  IT IS
 EJ1908'5.5 FEET S OF A WHITE REFERENCE POST, 53.0 FEET S OF THE
 EJ1908'CENTER LINE OF DIRT ROAD, AND 119.0 FEET E OF THE SE CORNER
 EJ1908'OF HOUSE PORCH.
 EJ1908'
 EJ1908'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL
 EJ1908'HOLE IN OUTCROPPING BEDROCK, AND PROJECTS ABOUT 18 INCHES
 EJ1908'ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED NIMROD NO. 1 1940.
 EJ1908'IT IS ABOUT 3.0 FEET LOWER THAN THE STATION, AND 82.0 FEET
 EJ1908'S OF THE CENTER LINE OF A DIRT ROAD.
 EJ1908'
 EJ1908'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 EJ1908'IN OUTCROPPING BEDROCK, AND PROJECTS 8 INCHES ABOVE THE
 EJ1908'SURFACE OF THE GROUND.  IT IS STAMPED NIMROD NO. 2 1940.
 EJ1908'IT IS ABOUT 3 FEET HIGHER THAN THE STATION, 81.0 FEET E OF THE
 EJ1908'SE CORNER OF HOUSE PORCH, 35.0 FEET S OF THE CENTER LINE OF A
 EJ1908'DIRT ROAD, AND 42.2 FEET SSE OF A 14-INCH OAK TREE.
 EJ1908'
 EJ1908'THE AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE, AS
 EJ1908'DESCRIBED, AND PROJECTS ABOUT 6 INCHES ABOVE THE
 EJ1908'SURFACE OF THE GROUND.  IT IS STAMPED NIMROD 1940.  IT IS 4.5
 EJ1908'FEET W OF A WHITE REFERENCE POST, 26.0 FEET W OF THE CENTER
 EJ1908'LINE OF A DIRT ROAD, 17.0 FEET W OF FENCE CORNER, AND 32.0
 EJ1908'FEET SW OF A 18-INCH OAK TREE.
 EJ1908'
 EJ1908'TO REACH THE AZIMUTH MARK FROM THE GENERAL STORE IN NIMROD
 EJ1908'GO E ON UNITED STATES HIGHWAY 60 0.3 MILE.  TURN S AND GO 0.2
 EJ1908'MILE TO AZIMUTH.
 EJ1908'
 EJ1908'TO REACH THE STATION FROM THE GENERAL STORE IN NIMROD GO N
 EJ1908'0.1 MILE.  TAKE LEFT FORK AND GO 0.15 MILE TO W.E. YOUNGS
 EJ1908'HOUSE AND STATION.
 EJ1908
 EJ1908                          STATION RECOVERY (1972)
 EJ1908
 EJ1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1908'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 EJ1908'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 EJ1908'SEARCHED FOR AND COULD NOT BE FOUND THIS DATE.  A NEW AZIMUTH
 EJ1908'MARK WAS NOT SET AS STATION IS OBSTRUCTED BY TREES TO ANY
 EJ1908'SUITABLE LOCATIONS FOR AN AZIMUTH MARK.  FOLLOWING IS A NEW
 EJ1908'DESCRIPTION FOR THE ROUTE TO REACH THE STATION AND ADDITIONAL
 EJ1908'NOTES FOR THE MARKS.
 EJ1908'
 EJ1908'TO REACH THE STATION FROM THE GENERAL STORE IN NIMROD, GO EAST
 EJ1908'ON STATE HIGHWAY 60 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.
 EJ1908'TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.15 MILE
 EJ1908'TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO UPHILL, WESTERLY
 EJ1908'FOR 0.05 MILE TO THE TOP OF A HILL AND THE STATION ON THE LEFT,
 EJ1908'ON PROPERTY OWNED BY THE CALVIN J. MARLOWS, PERRYVILLE,
 EJ1908'ARKANSAS, 72126.  IT IS 56 FEET SOUTH OF THE CENTER OF THE
 EJ1908'DRIVEWAY, 120 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER
 EJ1908'OF THE MARLOWS HOUSE, 27 FEET NORTH-NORTHEAST OF A 16-INCH
 EJ1908'CEDAR TREE AND 3 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 EJ1908'POST.
 EJ1908'
 EJ1908'REFERENCE MARK 1 IS 33 FEET SOUTH OF THE METAL WITNESS POST AND
 EJ1908'18 FEET EAST OF THE 16-INCH CEDAR TREE.
 EJ1908'
 EJ1908'REFERENCE MARK 2 IS 37 FEET NORTHWEST OF THE 16-INCH CEDAR
 EJ1908'TREE, 81 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 EJ1908'HOUSE, 37 FEET WEST OF THE METAL WITNESS POST AND 31.5 FEET
 EJ1908'SOUTH OF THE CENTER OF THE DRIVEWAY.
 EJ1908'
 EJ1908'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/4 MILE
 EJ1908'NORTHEAST OF NIMROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2692 ***********************************************************************
 FE2692  DESIGNATION -  NINE
 FE2692  PID         -  FE2692
 FE2692  STATE/COUNTY-  AR/MISSISSIPPI
 FE2692  USGS QUAD   -  ARMOREL (1983)
 FE2692
 FE2692                         *CURRENT SURVEY CONTROL
 FE2692  ___________________________________________________________________
 FE2692* NAD 83(1997)-  35 59 12.79705(N)    089 48 07.46189(W)     ADJUSTED  
 FE2692* NAVD 88     -        79.3    (meters)     260.     (feet)  GPS OBS   
 FE2692  ___________________________________________________________________
 FE2692  X           -      17,848.912 (meters)                     COMP
 FE2692  Y           -  -5,166,864.394 (meters)                     COMP
 FE2692  Z           -   3,727,044.630 (meters)                     COMP
 FE2692  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 FE2692  ELLIP HEIGHT-          51.19  (meters)          (09/14/99) GPS OBS
 FE2692  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE2692
 FE2692  HORZ ORDER  -  SECOND
 FE2692  ELLP ORDER  -  FOURTH    CLASS I
 FE2692
 FE2692.The horizontal coordinates were established by classical geodetic methods
 FE2692.and adjusted by the National Geodetic Survey in September 1999..
 FE2692
 FE2692.The orthometric height was determined by GPS observations and a
 FE2692.high-resolution geoid model.
 FE2692
 FE2692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2692
 FE2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2692
 FE2692.The ellipsoidal height was determined by GPS observations
 FE2692.and is referenced to NAD 83.
 FE2692
 FE2692.The geoid height was determined by GEOID03.
 FE2692
 FE2692;                    North         East     Units Scale Factor Converg.
 FE2692;SPC AR N     -   185,662.781   598,181.750   MT  0.99996056   +1 16 44.3
 FE2692;SPC AR N     -   609,128.64  1,962,534.62   sFT  0.99996056   +1 16 44.3
 FE2692;SPC MO E     -    17,262.126   312,934.400   MT  0.99998212   +0 24 36.4
 FE2692;SPC TN       -   190,119.466   257,237.072   MT  0.99995195   -2 13 33.2
 FE2692;SPC TN       -   623,750.28    843,951.96   sFT  0.99995195   -2 13 33.2
 FE2692;UTM  16      - 3,986,125.546   247,382.621   MT  1.00038640   -1 38 50.5
 FE2692
 FE2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2692!SPC AR N     -   0.99999197  x   0.99996056  =   0.99995253
 FE2692!SPC MO E     -   0.99999197  x   0.99998212  =   0.99997409
 FE2692!SPC TN       -   0.99999197  x   0.99995195  =   0.99994392
 FE2692!UTM  16      -   0.99999197  x   1.00038640  =   1.00037836
 FE2692
 FE2692|---------------------------------------------------------------------|
 FE2692| PID    Reference Object                     Distance      Geod. Az  |
 FE2692|                                                           dddmmss.s |
 FE2692| FE2848 NINE RM 1                            27.051 METERS 18150     |
 FE2692| FE2849 NINE RM 2                            23.040 METERS 28927     |
 FE2692| FE2850 NINE AZ MK                                         3280707.8 |
 FE2692|---------------------------------------------------------------------|
 FE2692
 FE2692                          SUPERSEDED SURVEY CONTROL
 FE2692
 FE2692  NAD 83(1997)-  35 59 12.79865(N)    089 48 07.46334(W) AD(       ) 2
 FE2692  NAD 83(1997)-  35 59 12.80639(N)    089 48 07.46386(W) AD(       ) 2
 FE2692  NAD 83(1986)-  35 59 12.80958(N)    089 48 07.46223(W) AD(       ) 2
 FE2692  NAD 27      -  35 59 12.55020(N)    089 48 07.16120(W) AD(       ) 2
 FE2692  NGVD 29 (05/28/98)   79.3    (m)          260.     (f) GPS OBS        
 FE2692
 FE2692.Superseded values are not recommended for survey control.
 FE2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2692.See file dsdata.txt to determine how the superseded data were derived.
 FE2692
 FE2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4738386126(NAD 83)
 FE2692_MARKER: DS = TRIANGULATION STATION DISK
 FE2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2692_SP_SET: CONCRETE POST
 FE2692_STAMPING: NINE 1955
 FE2692_MARK LOGO: CGS   
 FE2692_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2692+STABILITY: SURFACE MOTION
 FE2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2692+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 FE2692
 FE2692  HISTORY     - Date     Condition        Report By
 FE2692  HISTORY     - 1955     MONUMENTED       CGS
 FE2692  HISTORY     - 1955     GOOD             CGS
 FE2692  HISTORY     - 1970     GOOD             NGS
 FE2692  HISTORY     - 19910312 GOOD             NGS
 FE2692
 FE2692                          STATION DESCRIPTION
 FE2692
 FE2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE2692'THE STATION IS LOCATED ON THE PROPERTY OF MR. FRED BEAN, IN SECTION
 FE2692'27, R 12 E, T 16 N, ABOUT 7-1/2 MILES NORTHEAST OF BLYTHEVILLE, 6
 FE2692'1/2 MILES SOUTH OF STEELE, 1 MILE SOUTH OF THE MISSOURI-ARKANSAS
 FE2692'STATE LINE, 130 FEET EAST OF THE BEAN FARM HOME, 43 FEET SOUTH OF
 FE2692'THE CENTER OF A GRAVEL ROAD, 27 FEET SOUTH OF A POWER LINE POLE, 4
 FE2692'FEET NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST AND 3-1/2
 FE2692'FEET EAST OF A WOOD FENCE.
 FE2692'
 FE2692'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 150 AND U.S.
 FE2692'HIGHWAY 61 ABOUT 4 MILES NORTH OF BLYTHEVILLE, GO EASTERLY ON STATE
 FE2692'HIGHWAY 150 FOR 5.45 MILES TO A FORK AND STORE IN THE SMALL VILLAGE
 FE2692'OF NUMBER NINE, (TURN LEFT AND GO NORTH AND EAST FOR 0.2 MILE TO THE
 FE2692'AZIMUTH MARK ON THE RIGHT) TAKE RIGHT FORK AND CONTINUE EASTERLY FOR
 FE2692'0.3 MILE TO THE STATION ON THE RIGHT.
 FE2692'
 FE2692'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED NINE 1955.
 FE2692'
 FE2692'REFERENCE MARK 1 IS 80 FEET NORTHEAST OF AN EQUIPMENT SHED, 20 FEET
 FE2692'WEST OF THE CENTER OF A DRIVEWAY AND 6 FEET EAST OF THE WOOD FENCE.
 FE2692'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED NINE NO 1 1955.
 FE2692'
 FE2692'REFERENCE MARK 2 IS 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2692'FARM HOME, 19 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 4
 FE2692'FEET EAST OF A 14-INCH ELM TREE. THE MARK PROJECTS 1 INCH AND THE
 FE2692'DISK IS STAMPED NINE NO 2 1955.
 FE2692'
 FE2692'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2
 FE2692'FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT SOUTHEAST
 FE2692'OF A FENCE CORNER. THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FE2692'NINE 1955.
 FE2692'
 FE2692'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FE2692
 FE2692                          STATION RECOVERY (1955)
 FE2692
 FE2692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FE2692'RECOVERED IN GOOD CONDITION.
 FE2692
 FE2692                          STATION RECOVERY (1970)
 FE2692
 FE2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FE2692'ALL MARKS WERE FOUND IN GOOD CONDITION. THE STATION WAS OCCUPIED AND
 FE2692'A DIFFERENCE OF 4 MINUTES AND 32 SECONDS WAS FOUND IN THE DIRECTION
 FE2692'TO REFERENCE MARK 2. THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE
 FE2692'0.06 OF A FOOT SHORTER THAN THE PREVIOUS DISTANCE. THE DIRECTION TO
 FE2692'REFERENCE MARK 1 CHECKED BUT THE DISTANCE TO IT WAS FOUND TO BE 0.03
 FE2692'OF A FOOT SHORTER THAN PREVIOUS DISTANCE. A NEW DESCRIPTION
 FE2692'FOLLOWS.
 FE2692'
 FE2692'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF STEEL, MISSOURI, AT
 FE2692'THE EAST EDGE OF THE SMALL VILLAGE OF NUMBER NINE, 112 FEET
 FE2692'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 80 FEET EAST
 FE2692'SOUTHEAST OF A 16 INCH TULIP POPLAR TREE, 45 FEET SOUTH OF THE
 FE2692'CENTERLINE OF STATE HIGHWAY 150, 22 FEET WEST OF THE CENTERLINE OF A
 FE2692'GRAVELED ROAD, 8 FEET SOUTH- SOUTHEAST OF A POWER POLE, 25 FEET
 FE2692'NORTH OF A 12 INCH FORKED TRUNKED LOMBARDY POPLAR TREE, 79 FEET NORTH
 FE2692'OF THE CENTERLINE OF A DRIVEWAY, IN A MOWED AREA AT THE
 FE2692'NORTHEAST CORNER OF A LAWN, MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2692'NINE 1955.
 FE2692'
 FE2692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FE2692'HIGHWAY 150 AT THE EAST EDGE OF YARBRO, GO EAST ON HIGHWAY 150 FOR
 FE2692'1.55 MILES TO INTERSTATE HIGHWAY 55. CONTINUE EAST ON HIGHWAY 150 FOR
 FE2692'3.85 MILES TO A SIDE ROAD LEFT, STORE ON THE RIGHT AND A CEMETERY
 FE2692'ON THE LEFT. CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO THE
 FE2692'STATION ON THE RIGHT.
 FE2692'
 FE2692'TO REACH THE AZIMUTH MARK FROM THE STORE AND CEMETERY, GO NORTH, EAST
 FE2692'AND NORTH ON GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 FE2692'THE RIGHT.
 FE2692'
 FE2692'REFERENCE MARK 1 IS 135 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2692'18 FEET WEST OF THE CENTERLINE OF DRIVEWAY, 15 FEET SOUTH OF THE
 FE2692'CENTERLINE OF DRIVEWAY, 7 FEET NORTHEAST OF A UTILITY POLE, 41 FEET
 FE2692'SOUTH OF A 10 INCH APPLE TREE, AT THE EAST END OF AN EAST-WEST
 FE2692'HEDGE ROW, MONUMENT IS FLUSH AND THE DISK IS STAMPED NINE NO 1 1955.
 FE2692'
 FE2692'REFERENCE MARK 2 IS 59 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2692'HOUSE, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET
 FE2692'EAST OF THE CENTERLINE OF DRIVEWAY, 5 FEET EAST OF THE 16 INCH POPLAR
 FE2692'TREE, MONUMENT IS FLUSH AND THE DISK IS STAMPED NINE NO 2 1955.
 FE2692'
 FE2692'THE AZIMUTH MARK IS 164 FEET NORTH OF POINT OF CURVE OF ROAD, 22 FEET
 FE2692'EAST OF CENTERLINE OF ROAD, 16 FEET SOUTH OF CENTERLINE OF
 FE2692'FIELD ROAD, 1 FOOT NORTH OF METAL WITNESS POST, NEAR THE WEST EDGE OF
 FE2692'CULTIVATED FIELD, MONUMENT PROJECTS 2 INCHES AND THE DISK
 FE2692'IS STAMPED NINE 1955.
 FE2692'
 FE2692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 6 MILES EAST
 FE2692'OF YARBRO.
 FE2692'
 FE2692'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FE2692
 FE2692                          STATION RECOVERY (1991)
 FE2692
 FE2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2692'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) NORTHEAST OF
 FE2692'BLYTHEVILLE, 10.5 KM (6.50 MI) SOUTHEAST OF STEELE, MO AND 1.6 KM
 FE2692'(1.00 MI) SOUTH OF THE ARKANSAS-MISSOURI STATE LINE.  OWNERSHIP--DAN
 FE2692'OR CHESTER CARDWELL, P.O. BOX 1257, BLYTHEVILLE, AR 72317-1257.
 FE2692'PHONE IS DAYTIME 501-763-8420 OR NIGHTTIME 501-762-2477.
 FE2692'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 FE2692'STATE HIGHWAY 150 (EXIT 71), ABOUT 1.6 KM (1.00 MI) EAST OF YARBRO,
 FE2692'GO EAST ON STATE HIGHWAY 150 FOR 6.16 KM (3.80 MI) TO COUNTY ROAD
 FE2692'N887 AND A CEMETERY ON THE LEFT IN THE SMALL VILLAGE OF NUMBER NINE.
 FE2692'CONTINUE EAST ON STATE HIGHWAY 150 FOR 0.58 KM (0.35 MI) TO A
 FE2692'GRAVELED DRIVEWAY AND THE STATION ON THE RIGHT IN THE NORTHEAST
 FE2692'CORNER OF A GRASSY AREA.
 FE2692'THE STATION IS LOCATED 27.1 M (88.9 FT) NORTH FROM NINE RM 1, 24.4 M
 FE2692'(80.1 FT) EAST-SOUTHEAST FROM A 20-INCH POPLAR TREE, 13.8 M
 FE2692'(45.3 FT) SOUTH FROM THE CENTERLINE OF STATE HIGHWAY 150, 5.8 M
 FE2692'(19.0 FT) WEST FROM THE CENTER OF A GRAVELED DRIVEWAY, 2.5 M
 FE2692'(8.2 FT) SOUTHWEST FROM A GUYWIRE ANCHOR AND 2.2 M (7.2 FT)
 FE2692'SOUTH-SOUTHEAST FROM A UTILITY POLE AND WITNESS POST.  THE STATION IS
 FE2692'FLUSH WITH THE GROUND.
 FE2692'DESCRIBED BY E.J. HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1421 ***********************************************************************
 DL1421  DESIGNATION -  NIX
 DL1421  PID         -  DL1421
 DL1421  STATE/COUNTY-  AR/CLARK
 DL1421  USGS QUAD   -  SPARKMAN NW (1985)
 DL1421
 DL1421                         *CURRENT SURVEY CONTROL
 DL1421  ___________________________________________________________________
 DL1421* NAD 83(1997)-  33 54 14.60594(N)    092 56 44.91070(W)     ADJUSTED  
 DL1421* NAVD 88     -       108.6    (meters)     356.     (feet)  VERTCON   
 DL1421  ___________________________________________________________________
 DL1421  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DL1421  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DL1421
 DL1421  HORZ ORDER  -  FIRST
 DL1421
 DL1421.The horizontal coordinates were established by classical geodetic methods
 DL1421.and adjusted by the National Geodetic Survey in September 1999..
 DL1421
 DL1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1421
 DL1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1421
 DL1421.The geoid height was determined by GEOID03.
 DL1421
 DL1421;                    North         East     Units Scale Factor Converg.
 DL1421;SPC AR S     -   537,645.592   312,531.719   MT  0.99992104   -0 31 45.7
 DL1421;SPC AR S     - 1,763,925.58  1,025,364.48   sFT  0.99992104   -0 31 45.7
 DL1421;UTM  15      - 3,751,519.435   505,010.085   MT  0.99960031   +0 01 48.8
 DL1421
 DL1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1421!SPC AR S     -   0.99998712  x   0.99992104  =   0.99990816
 DL1421!UTM  15      -   0.99998712  x   0.99960031  =   0.99958743
 DL1421
 DL1421:                Primary Azimuth Mark                     Grid Az
 DL1421:SPC AR S     -  SPARKMAN MUNICIPAL TANK                  082 25 16.6
 DL1421:UTM  15      -  SPARKMAN MUNICIPAL TANK                  081 51 42.1
 DL1421
 DL1421|---------------------------------------------------------------------|
 DL1421| PID    Reference Object                     Distance      Geod. Az  |
 DL1421|                                                           dddmmss.s |
 DL1421| DL1414 SPARKMAN MUNICIPAL TANK             APPROX. 9.2 KM 0815330.9 |
 DL1421| CY7031 NIX RM 1                             25.862 METERS 20125     |
 DL1421| DL1426 BULL MOUNTAIN FIRE LOT              APPROX.11.3 KM 2524556.2 |
 DL1421| CY7030 NIX AZ MK                                          2670249.4 |
 DL1421| CY7032 NIX RM 2                             21.503 METERS 28808     |
 DL1421|---------------------------------------------------------------------|
 DL1421
 DL1421                          SUPERSEDED SURVEY CONTROL
 DL1421
 DL1421  NAD 83(1997)-  33 54 14.61531(N)    092 56 44.90255(W) AD(       ) 1
 DL1421  NAD 83(1986)-  33 54 14.61596(N)    092 56 44.90231(W) AD(       ) 1
 DL1421  NAD 27      -  33 54 14.25100(N)    092 56 44.30000(W) AD(       ) 1
 DL1421  NGVD 29 (07/19/86)  108.6    (m)          356.     (f) VERT ANG       
 DL1421
 DL1421.Superseded values are not recommended for survey control.
 DL1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1421.See file dsdata.txt to determine how the superseded data were derived.
 DL1421
 DL1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0501051519(NAD 83)
 DL1421_MARKER: DS = TRIANGULATION STATION DISK
 DL1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1421
 DL1421  HISTORY     - Date     Condition        Report By
 DL1421  HISTORY     - 1941     MONUMENTED       CGS
 DL1421  HISTORY     - 1957     GOOD             CGS
 DL1421  HISTORY     - 1964     GOOD             CGS
 DL1421
 DL1421                          STATION DESCRIPTION
 DL1421
 DL1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1421'STATION IS 11 MILES SE OF CURTIS, 5-1/4 MILES W BY S OF SPARKMAN,
 DL1421'AND 2 MILES W OF THE OUACHITA RIVER, ON A WOODED KNOLL ON THE LOWER
 DL1421'END OF THE COPELAND RIDGE, A HIGH RIDGE BETWEEN THE TERRE NOIRE
 DL1421'CREEK AND THE OUACHITA RIVER, IN THE SW 1/4 OF SECTION 34, T 9 S,
 DL1421'R 18 W.
 DL1421'
 DL1421'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DL1421'BRONZE DISKS SET IN CONCRETE.
 DL1421'
 DL1421'STATION MARK IS ON THE HIGHEST PART OF THE WOODED KNOLL, 42 FEET N
 DL1421'OF THE CENTER LINE OF THE ROAD, IS STAMPED NIX 1941 AND PROJECTS
 DL1421'4 INCHES.
 DL1421'
 DL1421'REFERENCE MARK NO. 1 IS 42 FEET S OF THE CENTER LINE OF THE ROAD,
 DL1421'3 FEET LOWER THAN THE STATION, IS STAMPED NIX NO. 1, 1941 AND
 DL1421'PROJECTS 6 INCHES.
 DL1421'
 DL1421'REFERENCE MARK NO. 2 IS 30 FEET N OF THE CENTER LINE OF THE
 DL1421'ROAD, 1-1/2 FEET LOWER THAN THE STATION, IS STAMPED NIX NO. 2,
 DL1421'1941 AND PROJECTS 6 INCHES.
 DL1421'
 DL1421'AZIMUTH MARK IS 1-1/4 MILES W OF THE STATION, 26 FEET W OF
 DL1421'THE CENTER LINE OF THE ROAD, 85 FEET S BY E OF A YARD GATE, 14
 DL1421'FEET E OF A FARM LOT FENCE, 3 FEET SW OF A TELEPHONE POLE,
 DL1421'IS STAMPED NIX 1941 AND PROJECTS 4 INCHES.
 DL1421'
 DL1421'TO REACH THE STATION FROM THE POST OFFICE IN ARKADELPHIA, GO S
 DL1421'ON U.S. HIGHWAY 67 FOR 9.15 MILES AND TURN LEFT, E ON CROSSROADS
 DL1421'AT OAK GROVE FILLING STATION, WHICH IS ONE OF THREE IN THE
 DL1421'VICINITY (THIS CROSSROADS IS 6.65 MILES N OF THE JUNCTION OF
 DL1421'U.S. HIGHWAY 67 AND STATE HIGHWAY 53 IN GURDON), GO E ON THIS
 DL1421'CROSS ROAD FOR 1.0 MILE TO THE TOWN OF CURTIS, CROSS RAILROAD
 DL1421'TRACKS, JOG SLIGHTLY LEFT, N, AND CONTINUE ON MAIN ROAD E FOR
 DL1421'5.5 MILES AND TURN RIGHT, S AT T-ROAD, GO 3.5 MILES AND KEEP
 DL1421'STRAIGHT AHEAD, S, AT FORKS NEAR CHURCH, GO 2.1 MILES TO THE
 DL1421'AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD IN FRONT OF AN
 DL1421'OLD FARMHOUSE, CONTINUE 0.2 MILE AND TURN LEFT, E, GO 1.15
 DL1421'MILES TO TOP OF GRADE AND STATION ON LEFT SIDE OF THE ROAD.
 DL1421'
 DL1421'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DL1421
 DL1421                          STATION RECOVERY (1957)
 DL1421
 DL1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1421'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 DL1421'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DL1421'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DL1421'
 DL1421'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF CURTIS, 5-1/4
 DL1421'MILES SOUTHWEST OF SPARKMAN AND 2 MILES WEST OF THE QUACHITA
 DL1421'RIVER, ON A WOODED KNOLL AT THE SOUTH END OF COPELAND RIDGE.
 DL1421'THE MARK IS ON THE HIGHEST PART OF THE HILL, 42 FEET NORTH OF THE
 DL1421'CENTER OF A DIRT ROAD AND 5 FEET WEST OF A WITNESS POST.  IT IS
 DL1421'STAMPED NIX 1941 AND PROJECTS 6 INCHES.
 DL1421'
 DL1421'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE CENTER OF A DIRT ROAD
 DL1421'AND 3 FEET LOWER THAN THE STATION.  IT IS STAMPED NIX NO 1 1941
 DL1421'AND PROJECTS 6 INCHES.
 DL1421'
 DL1421'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF A DIRT
 DL1421'ROAD AND 2 FEET LOWER THAN THE STATION.  IT IS STAMPED NIX NO
 DL1421'2 1941 AND PROJECTS 6 INCHES.
 DL1421'
 DL1421'THE AZIMUTH MARK IS 103 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DL1421'A HOUSE, 26 FEET WEST OF THE CENTER OF A DIRT ROAD AND 14 FEET
 DL1421'EAST OF A FARM LOT FENCE.  IT IS STAMPED NIX 1941 AND PROJECTS
 DL1421'6 INCHES.
 DL1421'
 DL1421'TO REACH FROM THE POST OFFICE IN ARKADELPHIA GO SOUTH ON U.S.
 DL1421'HIGHWAY 67 FOR 9.15 MILES TO A CROSSROADS AND A SERVICE STATION
 DL1421'ON THE RIGHT, TURN LEFT, EAST, AND GO 1.0 MILE ON A BLACKTOP
 DL1421'ROAD TO THE SMALL TOWN OF CURTIS, CROSS RAILROAD TRACKS, JOG
 DL1421'SLIGHTLY LEFT, NORTH, AND THEN CONTINUE EAST ON THE MAIN ROAD FOR
 DL1421'5.5 MILES TO A T-ROAD, TURN RIGHT, SOUTH, AND GO 3.5 MILES TO A
 DL1421'FORK, TAKE THE LEFT FORK STRAIGHT AHEAD FOR 2.1 MILES TO THE
 DL1421'AZIMUTH MARK ON THE RIGHT (IN FRONT OF A HOUSE), CONTINUE
 DL1421'STRAIGHT AHEAD FOR 0.2 MILE TO A T-ROAD LEFT, TURN LEFT,
 DL1421'NORTHEAST, AND GO 1.15 MILES TO THE SUMMIT OF THE HILL AND
 DL1421'THE STATION ON THE LEFT AS DESCRIBED.
 DL1421
 DL1421                          STATION RECOVERY (1964)
 DL1421
 DL1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1421'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1421'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 DL1421'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2651 ***********************************************************************
 FE2651  DESIGNATION -  NODENA
 FE2651  PID         -  FE2651
 FE2651  STATE/COUNTY-  AR/MISSISSIPPI
 FE2651  USGS QUAD   -  NODENA (1983)
 FE2651
 FE2651                         *CURRENT SURVEY CONTROL
 FE2651  ___________________________________________________________________
 FE2651* NAD 83(1997)-  35 32 49.18319(N)    089 57 03.35283(W)     ADJUSTED  
 FE2651* NAVD 88     -        79.2    (meters)     260.     (feet)  VERTCON   
 FE2651  ___________________________________________________________________
 FE2651  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 FE2651  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE2651
 FE2651  HORZ ORDER  -  FIRST
 FE2651
 FE2651.The horizontal coordinates were established by classical geodetic methods
 FE2651.and adjusted by the National Geodetic Survey in September 1999..
 FE2651
 FE2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2651
 FE2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2651
 FE2651.The geoid height was determined by GEOID03.
 FE2651
 FE2651;                    North         East     Units Scale Factor Converg.
 FE2651;SPC AR N     -   136,578.477   585,777.130   MT  0.99993615   +1 11 32.5
 FE2651;SPC AR N     -   448,091.22  1,921,837.13   sFT  0.99993615   +1 11 32.5
 FE2651;SPC TN       -   141,884.983   241,854.629   MT  0.99996088   -2 18 46.9
 FE2651;SPC TN       -   465,500.98    793,484.73   sFT  0.99996088   -2 18 46.9
 FE2651;UTM  16      - 3,937,712.588   232,488.226   MT  1.00048197   -1 42 59.8
 FE2651;UTM  15      - 3,937,983.733   776,410.947   MT  1.00054163   +1 46 25.5
 FE2651
 FE2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2651!SPC AR N     -   0.99999188  x   0.99993615  =   0.99992803
 FE2651!SPC TN       -   0.99999188  x   0.99996088  =   0.99995276
 FE2651!UTM  16      -   0.99999188  x   1.00048197  =   1.00047384
 FE2651!UTM  15      -   0.99999188  x   1.00054163  =   1.00053350
 FE2651
 FE2651|---------------------------------------------------------------------|
 FE2651| PID    Reference Object                     Distance      Geod. Az  |
 FE2651|                                                           dddmmss.s |
 FE2651| CG4682 NODENA RM 1                          26.652 METERS 03956     |
 FE2651| FF1909 WILSON MUNICIPAL TANK               APPROX. 8.0 KM 2831435.0 |
 FE2651| FF1906 WILSON CRAIN COTTON GIN TANK        APPROX. 8.4 KM 2974814.7 |
 FE2651| FE2657 NODENA AZ MK                        APPROX. 0.6 KM 3063408.4 |
 FE2651| CG4683 NODENA RM 2                          27.373 METERS 31047     |
 FE2651| FE1889 X 214                               132.969 METERS 31146     |
 FE2651| FE2655 X 214 TPT                           126.287 METERS 31146     |
 FE2651| FE2665 GRIDER RAD STA KOSE MAST            APPROX. 9.7 KM 3422358.7 |
 FE2651|---------------------------------------------------------------------|
 FE2651
 FE2651                          SUPERSEDED SURVEY CONTROL
 FE2651
 FE2651  NAD 83(1997)-  35 32 49.18338(N)    089 57 03.35263(W) AD(       ) 1
 FE2651  NAD 83(1986)-  35 32 49.19266(N)    089 57 03.35046(W) AD(       ) 1
 FE2651  NAD 27      -  35 32 48.90094(N)    089 57 03.03705(W) AD(       ) 1
 FE2651  NGVD 29 (07/19/86)   79.2    (m)          260.     (f) VERT ANG       
 FE2651
 FE2651.Superseded values are not recommended for survey control.
 FE2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2651.See file dsdata.txt to determine how the superseded data were derived.
 FE2651
 FE2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3248837713(NAD 83)
 FE2651_MARKER: DS = TRIANGULATION STATION DISK
 FE2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2651
 FE2651  HISTORY     - Date     Condition        Report By
 FE2651  HISTORY     - 1979     MONUMENTED       NGS
 FE2651
 FE2651                          STATION DESCRIPTION
 FE2651
 FE2651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2651'THE STATION IS LOCATED ABOUT 16.90 KILOMETERS (10-1/2 MI.) SOUTH
 FE2651'OF OSCEOLA, 8.37 KILOMETERS (5-1/2 MI.) EAST-SOUTHEAST OF WILSON
 FE2651'AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION FOR
 FE2651'THE STATION WAS OBTAINED FROM ST. FRANCIS LEVEE DISTRICT,
 FE2651'MR. B.B. FAIR, CHIEF ENGINEER, P.O. BOX 308, WEST MEMPHIS,
 FE2651'ARKANSAS, 72301. TELEPHONE 735-1062.
 FE2651'
 FE2651'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO EAST ON A
 FE2651'PAVED ROAD FOR 0.1 MILE (0.16 KM.) TO U.S. HIGHWAY 61.  TURN
 FE2651'LEFT AND GO NORTH ON U.S. HIGHWAY 61 FOR 0.15 MILE (0.24 KM.) TO
 FE2651'A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.8 MILE
 FE2651'(1.29 KM.) TO THE END OF PAVEMENT AND A GRAVEL ROAD LEFT.  TURN
 FE2651'LEFT AND GO NORTHERLY, ALONG THE WEST SIDE OF A LEVEE FOR
 FE2651'0.35 MILE (0.56 KM.) TO THE TOP OF THE LEVEE, A GATE AND A
 FE2651'CATTLEGUARD.  TURN LEFT, THROUGH THE GATE, AND GO NORTHEASTERLY
 FE2651'ON TOP OF THE LEVEE FOR 4.95 MILE (7.97 KM.) TO A CATTLEGUARD AND
 FE2651'THE AZIMUTH MARK ON THE LEFT. CONTINUE EASTERLY FOR 0.3 MILE (0.
 FE2651'(0.48 KM.) TO MILEPOST 98/99 AND BENCH MARK X 214 ON THE LEFT.
 FE2651'CONTINUE EAST FOR 0.05 MILE (0.08 KM.) TO A WING LEVEE AND THE
 FE2651'STATION ON THE RIGHT.
 FE2651'
 FE2651'THE STATION IS A STANDARD NGS DISK
 FE2651'STAMPED---NODENA 1979---,
 FE2651'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2651'FLUSH WITH GROUND.  IT IS LOCATED
 FE2651'13.5 METERS SOUTH-SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD,
 FE2651'2.3 METERS SOUTHEAST FROM A METAL WITNESS POST AND
 FE2651'1 METER NORTHEAST FROM THE CENTER OF THE WING LEVEE.
 FE2651'THE UNDERGROUND MARK IS IS A STANDARD NGS DISK
 FE2651'STAMPED---NODENA 1979---,
 FE2651'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1 METER BELOW
 FE2651'THE GROUND.
 FE2651'
 FE2651'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 FE2651'STAMPED---NODENA NO 1 1979---,
 FE2651'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 3 CM IN DIAMETER
 FE2651'FLUSH WITH GROUND.  IT IS LOCATED
 FE2651'4.0 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 FE2651'0.35 METER WEST-SOUTHWEST FROM A METAL WITNESS POST.
 FE2651'MARK IS BELOW STATION 0.3 METER.
 FE2651'
 FE2651'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 FE2651'STAMPED---NODENA NO 2 1979---,
 FE2651'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2651'FLUSH WITH GROUND.  IT IS LOCATED
 FE2651'4.0 METERS SOUTH FROM THE CENTER OF THE LEVEE ROAD AND
 FE2651'0.4 METER NORTHEAST FROM A METAL WITNESS POST.
 FE2651'MARK IS BELOW STATION 0.3 METER.
 FE2651'
 FE2651'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 FE2651'STAMPED---NODENA 1979---,
 FE2651'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2651'FLUSH WITH GROUND.  IT IS LOCATED
 FE2651'4.5 METERS SOUTH FROM THE CENTER OF THE LEVEE ROAD,
 FE2651'1.65 METERS EAST FROM A FENCE LINE AND
 FE2651'0.4 METER NORTH FROM A METAL WITNESS POST.
 FE2651'
 FE2651'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2657 ***********************************************************************
 FE2657  DESIGNATION -  NODENA AZ MK
 FE2657  PID         -  FE2657
 FE2657  STATE/COUNTY-  AR/MISSISSIPPI
 FE2657  USGS QUAD   -  NODENA (1983)
 FE2657
 FE2657                         *CURRENT SURVEY CONTROL
 FE2657  ___________________________________________________________________
 FE2657* NAD 83(1997)-  35 33 00.07994(N)    089 57 21.32750(W)     ADJUSTED  
 FE2657* NAVD 88     -        78.4    (meters)     257.     (feet)  VERTCON   
 FE2657  ___________________________________________________________________
 FE2657  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 FE2657  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE2657
 FE2657  HORZ ORDER  -  SECOND
 FE2657
 FE2657.The horizontal coordinates were established by classical geodetic methods
 FE2657.and adjusted by the National Geodetic Survey in September 1999..
 FE2657
 FE2657.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2657
 FE2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2657
 FE2657.The geoid height was determined by GEOID03.
 FE2657
 FE2657;                    North         East     Units Scale Factor Converg.
 FE2657;SPC AR N     -   136,904.808   585,317.542   MT  0.99993611   +1 11 22.0
 FE2657;SPC AR N     -   449,161.86  1,920,329.30   sFT  0.99993611   +1 11 22.0
 FE2657;SPC TN       -   142,238.813   241,415.842   MT  0.99996062   -2 18 57.4
 FE2657;SPC TN       -   466,661.84    792,045.14   sFT  0.99996062   -2 18 57.4
 FE2657;UTM  16      - 3,938,062.013   232,045.549   MT  1.00048489   -1 43 10.7
 FE2657;UTM  15      - 3,938,305.577   775,947.790   MT  1.00053848   +1 46 15.5
 FE2657
 FE2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2657!SPC AR N     -   0.99999200  x   0.99993611  =   0.99992811
 FE2657!SPC TN       -   0.99999200  x   0.99996062  =   0.99995262
 FE2657!UTM  16      -   0.99999200  x   1.00048489  =   1.00047689
 FE2657!UTM  15      -   0.99999200  x   1.00053848  =   1.00053048
 FE2657
 FE2657                          SUPERSEDED SURVEY CONTROL
 FE2657
 FE2657  NAD 83(1997)-  35 33 00.08013(N)    089 57 21.32729(W) AD(       ) 2
 FE2657  NAD 83(1986)-  35 33 00.08942(N)    089 57 21.32503(W) AD(       ) 2
 FE2657  NAD 27      -  35 32 59.79799(N)    089 57 21.01113(W) AD(       ) 2
 FE2657  NGVD 29 (07/19/86)   78.4    (m)          257.     (f) VERT ANG       
 FE2657
 FE2657.Superseded values are not recommended for survey control.
 FE2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2657.See file dsdata.txt to determine how the superseded data were derived.
 FE2657
 FE2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3204638062(NAD 83)
 FE2657_MARKER: DZ = AZIMUTH MARK DISK
 FE2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2657_STAMPING: NODENA 1979
 FE2657_MARK LOGO: NGS   
 FE2657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2657+STABILITY: SURFACE MOTION
 FE2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2657+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 FE2657
 FE2657  HISTORY     - Date     Condition        Report By
 FE2657  HISTORY     - 1979     MONUMENTED       NGS
 FE2657  HISTORY     - 20000926 GOOD             USE
 FE2657
 FE2657                          STATION DESCRIPTION
 FE2657
 FE2657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2657'THE STATION IS LOCATED ABOUT 16.90 KILOMETERS (10-1/2 MI) SOUTH
 FE2657'OF OSCEOLA, 8.37 KILOMETERS (5-1/2 MI.) EAST-SOUTHEAST OF WILSON
 FE2657'AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION FOR
 FE2657'THE STATION WAS OBTAINED FROM ST. FRANCIS LEVEE DISTRICT,
 FE2657'MR. B.B. FAIR, CHIEF ENGINEER, P.O. BOX 308, WEST MEMPHIS,
 FE2657'ARKANSAS. 72301.  TELEPHONE 735-1062.
 FE2657'
 FE2657'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO EAST ON A
 FE2657'PAVED ROAD FOR 0.1 MILE (0.16 KM.) TO U.S. HIGHWAY 61.  TURN LEFT
 FE2657'AND GO NORTH ON U.S. HIGHWAY 61 FOR 0.15 MILE (0.24 KM.) TO A
 FE2657'CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.8 MILE
 FE2657'(1.29 KM.) TO THE END OF THE PAVEMENT AND A GRAVEL ROAD RIGHT.
 FE2657'JUST BEFORE REACHING THE TOP OF A LEVEE.  TURN LEFT AND GO
 FE2657'NORTHERLY ALONG THE WEST SIDE OF A LEVEE FOR 0.35 MILE (0.56 KM.)
 FE2657'TO THE TOP OF THE LEVEE, A GATE AND A CATTLEGUARD ON THE LEFT.
 FE2657'TURN LEFT AND GO NORTHEASTERLY ATOP THE LEVEE FOR 4.95 MILE
 FE2657'(7.97 KM.) TO A CATTLEGUARD AND THE STATION MARK ON THE LEFT.
 FE2657'
 FE2657'THE STATION IS A STANDARD NGS AZIMUTH  DISK
 FE2657'STAMPED---NODENA 1979---,
 FE2657'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2657'FLUSH WITH GROUND.  IT IS LOCATED
 FE2657'4.5 METERS SOUTH FROM THE CENTER OF THE LEVEE ROAD,
 FE2657'1.65 METERS EAST FROM A FENCE LINE AND
 FE2657'0.4 METER NORTH FROM A METAL WITNESS POST.
 FE2657'
 FE2657'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET.
 FE2657'
 FE2657'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FE2657
 FE2657                          STATION RECOVERY (2000)
 FE2657
 FE2657'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE2657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1789 ***********************************************************************
 FG1789  DESIGNATION -  NOGO
 FG1789  PID         -  FG1789
 FG1789  STATE/COUNTY-  AR/POPE
 FG1789  USGS QUAD   -  SOLO (1980)
 FG1789
 FG1789                         *CURRENT SURVEY CONTROL
 FG1789  ___________________________________________________________________
 FG1789* NAD 83(1997)-  35 35 49.46485(N)    092 54 20.04916(W)     ADJUSTED  
 FG1789* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 FG1789  ___________________________________________________________________
 FG1789  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 FG1789  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FG1789
 FG1789  HORZ ORDER  -  THIRD
 FG1789
 FG1789.The horizontal coordinates were established by classical geodetic methods
 FG1789.and adjusted by the National Geodetic Survey in September 1999..
 FG1789
 FG1789.The orthometric height was scaled from a topographic map.
 FG1789
 FG1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1789
 FG1789.The geoid height was determined by GEOID03.
 FG1789
 FG1789;                    North         East     Units Scale Factor Converg.
 FG1789;SPC AR N     -   140,578.573   317,943.638   MT  0.99993596   -0 31 37.0
 FG1789;SPC AR N     -   461,214.87  1,043,120.09   sFT  0.99993596   -0 31 37.0
 FG1789;UTM  15      - 3,939,263.627   508,553.906   MT  0.99960090   +0 03 17.9
 FG1789
 FG1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1789!SPC AR N     -   0.99992736  x   0.99993596  =   0.99986332
 FG1789!UTM  15      -   0.99992736  x   0.99960090  =   0.99952829
 FG1789
 FG1789:                Primary Azimuth Mark                     Grid Az
 FG1789:SPC AR N     -  HATLEY                                   108 48 43.2
 FG1789:UTM  15      -  HATLEY                                   108 13 48.3
 FG1789
 FG1789|---------------------------------------------------------------------|
 FG1789| PID    Reference Object                     Distance      Geod. Az  |
 FG1789|                                                           dddmmss.s |
 FG1789| FG1788 HATLEY                              APPROX.13.0 KM 1081706.2 |
 FG1789| CI2674 NOGO RM 1                            10.562 METERS 12223     |
 FG1789| CI2675 NOGO RM 2                             9.782 METERS 18651     |
 FG1789|---------------------------------------------------------------------|
 FG1789
 FG1789                          SUPERSEDED SURVEY CONTROL
 FG1789
 FG1789  NAD 83(1986)-  35 35 49.47734(N)    092 54 20.04697(W) AD(       ) 3
 FG1789  NAD 27      -  35 35 49.19100(N)    092 54 19.42700(W) AD(       ) 3
 FG1789
 FG1789.Superseded values are not recommended for survey control.
 FG1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1789.See file dsdata.txt to determine how the superseded data were derived.
 FG1789
 FG1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0855439264(NAD 83)
 FG1789_MARKER: DD = SURVEY DISK
 FG1789_SETTING: 0 = UNSPECIFIED SETTING
 FG1789
 FG1789  HISTORY     - Date     Condition        Report By
 FG1789  HISTORY     - 1954     MONUMENTED       CGS
 FG1789  HISTORY     - 1985     GOOD             USFS
 FG1789
 FG1789                          STATION DESCRIPTION
 FG1789
 FG1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1789'THE STATION IS IN SECTION 16, T 11 N, R 18 W, ON THE SOUTH END
 FG1789'OF A HIGH TIMBERED RIDGE, ABOUT 12 MILES SOUTH AND 2-1/4 MILES
 FG1789'WEST OF WITTS SPRINGS, 9-1/4 MILES NORTH AND 3-3/4 MILES OF
 FG1789'HECTOR AND 5 FEET NORTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.
 FG1789'
 FG1789'TO REACH THE STATION FROM THE HECTOR POST OFFICE, GO NORTH
 FG1789'ON STATE HIGHWAY 27 FOR 3.15 MILES TO A T-INTERSECTION,
 FG1789'TURN RIGHT AND FOLLOW THE FORK MOUNTAIN ROAD FOR 3.35 MILES
 FG1789'TO A NARROW CONCRETE BRIDGE, CONTINUE ON THE MAIN ROAD FOR
 FG1789'6.6 MILES TO A TRIANGLE-BLAZED 24-INCH OAK TREE ON THE LEFT
 FG1789'AND END OF TRUCK TRAVEL, FROM HERE PACK WEST UP STEEP SLOPE FOR
 FG1789'100 YARDS TO HIGHEST POINT ON SOUTH END OF RIDGE AND STATION.
 FG1789'
 FG1789'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A
 FG1789'2-INCH SOIL PIPE WHICH PROJECTS 8 INCHES.  THE DISK IS STAMPED
 FG1789'NOGO 1954.
 FG1789'
 FG1789'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 FG1789'IN THE TOP OF AN 18 BY 24 INCH BOULDER WHICH PROJECTS 10
 FG1789'INCHES.  IT IS 23 FEET SOUTHEAST OF A 24 INCH TRIANGLE-BLAZED
 FG1789'OAK TREE.  THE DISK IS STAMPED NOGO NO 1 1954.
 FG1789'
 FG1789'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 FG1789'IN THE TOP OF A 16 BY 18 INCH BOULDER WHICH PROJECTS 2 INCHES.
 FG1789'IT IS 40 FEET SOUTHWEST OF A 24-INCH TRIANGLE-BLAZED OAK
 FG1789'TREE.  THE DISK IS STAMPED NOGO NO 2 1954.
 FG1789'
 FG1789'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1789'
 FG1789'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FG1789
 FG1789                          STATION RECOVERY (1985)
 FG1789
 FG1789'RECOVERY NOTE BY US FOREST SERVICE 1985 (HWH)
 FG1789'NOGO 1954 GOOD AL POST 2 FEET DUE W. WITH F.S. SIGN (54-9) SURVEY
 FG1789'MONUMENT.
 FG1789'RM 1 GOOD AL POST 2 FEET E. WITH F.S. (54-2) PROP. BOUNDARY SIGN ON
 FG1789'BACKWARDS.
 FG1789'RM 2 GOOD AL POST 2 FEET W. WITH F.S. (54-2) PROP. BOUND. SIGN ON
 FG1789'BACKWARDS.
 FG1789'RD. NOW PAVED, ALL TREES GONE, PLACED AL. POST WITH (54-9) SIGN AT
 FG1789'TOP OF RD BANK, THENCE 200 FT WEST TO STATION MARK WITH A 4
 FG1789'FOOT HIGH ROCK OUT CROP HALFWAY TO STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1344 ***********************************************************************
 DL1344  DESIGNATION -  NORPHLET
 DL1344  PID         -  DL1344
 DL1344  STATE/COUNTY-  AR/UNION
 DL1344  USGS QUAD   -  SMACKOVER (1985)
 DL1344
 DL1344                         *CURRENT SURVEY CONTROL
 DL1344  ___________________________________________________________________
 DL1344* NAD 83(1997)-  33 20 20.73023(N)    092 40 11.88773(W)     ADJUSTED  
 DL1344* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 DL1344  ___________________________________________________________________
 DL1344  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DL1344  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL1344
 DL1344  HORZ ORDER  -  SECOND
 DL1344
 DL1344.The horizontal coordinates were established by classical geodetic methods
 DL1344.and adjusted by the National Geodetic Survey in September 1999..
 DL1344
 DL1344.The orthometric height was scaled from a topographic map.
 DL1344
 DL1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1344
 DL1344.The geoid height was determined by GEOID03.
 DL1344
 DL1344;                    North         East     Units Scale Factor Converg.
 DL1344;SPC AR S     -   474,785.387   337,630.829   MT  0.99999156   -0 22 29.9
 DL1344;SPC AR S     - 1,557,691.72  1,107,710.48   sFT  0.99999156   -0 22 29.9
 DL1344;UTM  15      - 3,688,928.323   530,711.734   MT  0.99961163   +0 10 53.0
 DL1344
 DL1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1344!SPC AR S     -   0.99999188  x   0.99999156  =   0.99998344
 DL1344!UTM  15      -   0.99999188  x   0.99961163  =   0.99960352
 DL1344
 DL1344:                Primary Azimuth Mark                     Grid Az
 DL1344:SPC AR S     -  CALION LUMBER CO WATER TANK              090 02 35.2
 DL1344:UTM  15      -  CALION LUMBER CO WATER TANK              089 29 12.3
 DL1344
 DL1344|---------------------------------------------------------------------|
 DL1344| PID    Reference Object                     Distance      Geod. Az  |
 DL1344|                                                           dddmmss.s |
 DL1344| DL1341 CALION LUMBER CO WATER TANK         APPROX.12.9 KM 0894005.3 |
 DL1344| DL1343 NORPHLET LOOKOUT TWR 8 5 AFC         27.114 METERS 09349     |
 DL1344| CY7033 NORPHLET AZ MK                                     1635802.6 |
 DL1344| DL1345 NORPHLET MUNICIPAL TANK             APPROX. 2.5 KM 1704445.7 |
 DL1344| CY7034 NORPHLET RM 2                        26.887 METERS 21049     |
 DL1344| DL1342 SMACKOVER MUNICIPAL TANK            APPROX. 4.5 KM 2993741.1 |
 DL1344|---------------------------------------------------------------------|
 DL1344
 DL1344                          SUPERSEDED SURVEY CONTROL
 DL1344
 DL1344  NAD 83(1997)-  33 20 20.73931(N)    092 40 11.88059(W) AD(       ) 2
 DL1344  NAD 83(1986)-  33 20 20.74224(N)    092 40 11.87980(W) AD(       ) 2
 DL1344  NAD 27      -  33 20 20.29200(N)    092 40 11.32000(W) AD(       ) 2
 DL1344
 DL1344.Superseded values are not recommended for survey control.
 DL1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1344.See file dsdata.txt to determine how the superseded data were derived.
 DL1344
 DL1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3071288928(NAD 83)
 DL1344_MARKER: DS = TRIANGULATION STATION DISK
 DL1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1344
 DL1344  HISTORY     - Date     Condition        Report By
 DL1344  HISTORY     - 1952     MONUMENTED       CGS
 DL1344  HISTORY     - 1957     GOOD             CGS
 DL1344  HISTORY     - 1964     GOOD             CGS
 DL1344  HISTORY     - 1981     GOOD             MJH
 DL1344
 DL1344                          STATION DESCRIPTION
 DL1344
 DL1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1344'THE STATION IS ABOUT 4 MILES EAST-SOUTHEAST OF SMACKOVER,
 DL1344'2 MILES NORTH-NORTHWEST OF NORPHLET, 79 FEET WEST OF THE
 DL1344'NORTHWEST CONCRETE FOOTING OF THE LOOKOUT TOWER AND 37 FEET
 DL1344'SOUTHEAST OF A 12-INCH OAK TREE, ON THE HIGHEST POINT IN
 DL1344'THE IMMEDIATE VICINITY.
 DL1344'
 DL1344'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NORPHLET,
 DL1344'CROSS THE TRACKS, TURN LEFT AND GO NORTHWEST ON A GRAVELED
 DL1344'ROAD FOR 0.25 MILE TO A T-JUNCTION, TURN RIGHT AND GO NORTH
 DL1344'AND EAST FOR 0.45 MILE TO A CROSS ROAD AT A STORE ON THE
 DL1344'LEFT, TURN LEFT AND GO NORTHERLY FOR 1.0 MILE TO A SIDE
 DL1344'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY FOR 0.25
 DL1344'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR
 DL1344'0.25 MILE TO THE HIGHEST POINT AND THE STATION.
 DL1344'
 DL1344'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 DL1344'NORPHLET 1952.
 DL1344'
 DL1344'REFERENCE MARK 1 IS SET IN THE CENTER OF THE BASE OF THE
 DL1344'LOOKOUT TOWER.  THE MARK PROJECTS 4 INCHES AND THE DISK
 DL1344'IS STAMPED NORPHLET NO 1 1952.
 DL1344'
 DL1344'REFERENCE MARK 2 IS 28 FEET EAST OF A FENCE CORNER AND 1
 DL1344'FOOT NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 DL1344'DISK IS STAMPED NORPHLET NO 2 1952.
 DL1344'
 DL1344'THE AZIMUTH MARK IS AT THE WEST EDGE OF A TRIANGLE FORMED
 DL1344'BY 3 ROADS AND 25 FEET NORTHWEST OF A POWER LINE POLE.  THE
 DL1344'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NORPHLET 1952.
 DL1344'
 DL1344'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1344
 DL1344                          STATION RECOVERY (1957)
 DL1344
 DL1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 DL1344'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 DL1344'AS DESCRIBED.
 DL1344
 DL1344                          STATION RECOVERY (1964)
 DL1344
 DL1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1344'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1344'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 DL1344'FROM NORPHLET IS ADEQUATE FOR RECOVERY.
 DL1344
 DL1344                          STATION RECOVERY (1981)
 DL1344
 DL1344'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1981 (ED)
 DL1344'NORPHLET 1952 RECOVERED GOOD.
 DL1344'
 DL1344'REF. MARKS NOT SEARCHED FOR.
 DL1344'
 DL1344'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. E-SE OF SMACKOVER.
 DL1344'2 MI. N-NW OF NORPHLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1343 ***********************************************************************
 DL1343  DESIGNATION -  NORPHLET LOOKOUT TWR 8 5 AFC
 DL1343  PID         -  DL1343
 DL1343  STATE/COUNTY-  AR/UNION
 DL1343  USGS QUAD   -  SMACKOVER (1985)
 DL1343
 DL1343                         *CURRENT SURVEY CONTROL
 DL1343  ___________________________________________________________________
 DL1343* NAD 83(1997)-  33 20 20.67169(N)    092 40 10.84154(W)     ADJUSTED  
 DL1343* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 DL1343  ___________________________________________________________________
 DL1343  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DL1343  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL1343
 DL1343  HORZ ORDER  -  SECOND
 DL1343
 DL1343.The horizontal coordinates were established by classical geodetic methods
 DL1343.and adjusted by the National Geodetic Survey in September 1999..
 DL1343
 DL1343.The orthometric height was scaled from a topographic map.
 DL1343
 DL1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1343
 DL1343.The geoid height was determined by GEOID03.
 DL1343
 DL1343;                    North         East     Units Scale Factor Converg.
 DL1343;SPC AR S     -   474,783.407   337,657.871   MT  0.99999157   -0 22 29.3
 DL1343;SPC AR S     - 1,557,685.23  1,107,799.20   sFT  0.99999157   -0 22 29.3
 DL1343;UTM  15      - 3,688,926.605   530,738.783   MT  0.99961165   +0 10 53.6
 DL1343
 DL1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1343!SPC AR S     -   0.99999188  x   0.99999157  =   0.99998345
 DL1343!UTM  15      -   0.99999188  x   0.99961165  =   0.99960354
 DL1343
 DL1343                          SUPERSEDED SURVEY CONTROL
 DL1343
 DL1343  NAD 83(1997)-  33 20 20.68077(N)    092 40 10.83440(W) AD(       ) 2
 DL1343  NAD 83(1986)-  33 20 20.68370(N)    092 40 10.83360(W) AD(       ) 2
 DL1343  NAD 27      -  33 20 20.23400(N)    092 40 10.27400(W) AD(       ) 2
 DL1343
 DL1343.Superseded values are not recommended for survey control.
 DL1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1343.See file dsdata.txt to determine how the superseded data were derived.
 DL1343
 DL1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3073988927(NAD 83)
 DL1343_MARKER: 57 = LOOKOUT TOWER
 DL1343
 DL1343  HISTORY     - Date     Condition        Report By
 DL1343  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1343  HISTORY     - 1957     GOOD             CGS
 DL1343  HISTORY     - 1964     GOOD             CGS
 DL1343
 DL1343                          STATION DESCRIPTION
 DL1343
 DL1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1343'THE STATION IS ABOUT 7-1/2 MILES WEST OF CALION, 4 MILES
 DL1343'EAST-SOUTHEAST OF SMACKOVER AND 2 MILES NORTH-NORTHWEST
 DL1343'OF NORPHLET, ON THE HIGHEST POINT OF A RIDGE IN AN OIL FIELD
 DL1343'AREA.  IT IS A FOUR LEGGED WOODEN STRUCTURE SUPPORTING A
 DL1343'6 X 6 FOOT CABIN ABOUT 108 FEET HIGH.  THE POINT INTERSECTED
 DL1343'WAS THE APEX OF THE ROOF.
 DL1343'
 DL1343'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DL1343'NORPHLET FROM THE CENTER OF THE BASE OF THE LOOKOUT TOWER
 DL1343'AND THE DISTANCE IS 88.96 FEET, 27.114 METERS.
 DL1343
 DL1343                          STATION RECOVERY (1957)
 DL1343
 DL1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 DL1343'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DL1343
 DL1343                          STATION RECOVERY (1964)
 DL1343
 DL1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1343'THIS INTERSECTION STATION RECOVERED AS DESCRIBED AND IS IN
 DL1343'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1345 ***********************************************************************
 DL1345  DESIGNATION -  NORPHLET MUNICIPAL TANK
 DL1345  PID         -  DL1345
 DL1345  STATE/COUNTY-  AR/UNION
 DL1345  USGS QUAD   -  SMACKOVER (1985)
 DL1345
 DL1345                         *CURRENT SURVEY CONTROL
 DL1345  ___________________________________________________________________
 DL1345* NAD 83(1997)-  33 19 00.75692(N)    092 39 56.36784(W)     ADJUSTED  
 DL1345* NAVD 88     -                                                        
 DL1345  ___________________________________________________________________
 DL1345  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DL1345  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1345
 DL1345  HORZ ORDER  -  THIRD
 DL1345
 DL1345.The horizontal coordinates were established by classical geodetic methods
 DL1345.and adjusted by the National Geodetic Survey in September 1999..
 DL1345
 DL1345
 DL1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1345
 DL1345.The geoid height was determined by GEOID03.
 DL1345
 DL1345;                    North         East     Units Scale Factor Converg.
 DL1345;SPC AR S     -   472,318.985   338,016.133   MT  0.99999630   -0 22 21.2
 DL1345;SPC AR S     - 1,549,599.87  1,108,974.60   sFT  0.99999630   -0 22 21.2
 DL1345;UTM  15      - 3,686,466.718   531,120.808   MT  0.99961194   +0 11 01.1
 DL1345
 DL1345                          SUPERSEDED SURVEY CONTROL
 DL1345
 DL1345  NAD 83(1997)-  33 19 00.76616(N)    092 39 56.36073(W) AD(       ) 4
 DL1345  NAD 83(1986)-  33 19 00.76890(N)    092 39 56.35985(W) AD(       ) 4
 DL1345  NAD 27      -  33 19 00.31600(N)    092 39 55.79900(W) AD(       ) 3
 DL1345
 DL1345.Superseded values are not recommended for survey control.
 DL1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1345.See file dsdata.txt to determine how the superseded data were derived.
 DL1345
 DL1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3112186467(NAD 83)
 DL1345_MARKER: 53 = ELEVATED TANK
 DL1345
 DL1345  HISTORY     - Date     Condition        Report By
 DL1345  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1345  HISTORY     - 1957     GOOD             CGS
 DL1345
 DL1345                          STATION DESCRIPTION
 DL1345
 DL1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1345'THE STATION IS IN THE SOUTHWEST PART OF NORPHLET, 85 FEET SOUTH
 DL1345'OF THE CENTER OF A PAVED STREET AND 48 FEET EAST OF THE CENTER
 DL1345'OF A GRAVELED ROAD.  IT IS AN ELEVATED WATER TANK SUPPORTED
 DL1345'BY FOUR STEEL LEGS ABOUT 100 FEET HIGH.  THE POINT INTERSECTED
 DL1345'WAS THE APEX OF THE ROOF.  THE TANK WAS ERECTED IN 1934.
 DL1345
 DL1345                          STATION RECOVERY (1957)
 DL1345
 DL1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 DL1345'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1323 ***********************************************************************
 DL1323  DESIGNATION -  NORRIS
 DL1323  PID         -  DL1323
 DL1323  STATE/COUNTY-  AR/UNION
 DL1323  USGS QUAD   -  NEW LONDON (1981)
 DL1323
 DL1323                         *CURRENT SURVEY CONTROL
 DL1323  ___________________________________________________________________
 DL1323* NAD 83(1997)-  33 12 05.09488(N)    092 21 53.61705(W)     ADJUSTED  
 DL1323* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 DL1323  ___________________________________________________________________
 DL1323  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DL1323  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL1323
 DL1323  HORZ ORDER  -  SECOND
 DL1323
 DL1323.The horizontal coordinates were established by classical geodetic methods
 DL1323.and adjusted by the National Geodetic Survey in September 1999..
 DL1323
 DL1323.The orthometric height was scaled from a topographic map.
 DL1323
 DL1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1323
 DL1323.The geoid height was determined by GEOID03.
 DL1323
 DL1323;                    North         East     Units Scale Factor Converg.
 DL1323;SPC AR S     -   459,372.229   365,976.488   MT  1.00002332   -0 12 15.2
 DL1323;SPC AR S     - 1,507,123.72  1,200,707.86   sFT  1.00002332   -0 12 15.2
 DL1323;UTM  15      - 3,673,795.872   559,194.311   MT  0.99964320   +0 20 52.0
 DL1323
 DL1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1323!SPC AR S     -   0.99999267  x   1.00002332  =   1.00001599
 DL1323!UTM  15      -   0.99999267  x   0.99964320  =   0.99963587
 DL1323
 DL1323|---------------------------------------------------------------------|
 DL1323| PID    Reference Object                     Distance      Geod. Az  |
 DL1323|                                                           dddmmss.s |
 DL1323| CY7036 NORRIS RM 1                          26.712 METERS 10335     |
 DL1323| DL1329 STRONG WEST BASE                    APPROX.11.3 KM 1424010.1 |
 DL1323| DL1321 NEW LONDON LOOKOUT TWR 8 4 AFC       46.241 METERS 18447     |
 DL1323| CY7035 NORRIS AZ MK                                       2160145.2 |
 DL1323| CY7037 NORRIS RM 2                          30.029 METERS 30548     |
 DL1323|---------------------------------------------------------------------|
 DL1323
 DL1323                          SUPERSEDED SURVEY CONTROL
 DL1323
 DL1323  NAD 83(1997)-  33 12 05.10587(N)    092 21 53.61034(W) AD(       ) 2
 DL1323  NAD 83(1986)-  33 12 05.10711(N)    092 21 53.60920(W) AD(       ) 2
 DL1323  NAD 27      -  33 12 04.65600(N)    092 21 53.10100(W) AD(       ) 2
 DL1323
 DL1323.Superseded values are not recommended for survey control.
 DL1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1323.See file dsdata.txt to determine how the superseded data were derived.
 DL1323
 DL1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5919473796(NAD 83)
 DL1323_MARKER: DS = TRIANGULATION STATION DISK
 DL1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1323_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1323
 DL1323  HISTORY     - Date     Condition        Report By
 DL1323  HISTORY     - 1952     MONUMENTED       CGS
 DL1323  HISTORY     - 1964     GOOD             CGS
 DL1323
 DL1323                          STATION DESCRIPTION
 DL1323
 DL1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1323'THE STATION IS ABOUT 6-1/2 MILES NORTH OF STRONG AND 2 MILES
 DL1323'NORTHWEST OF NEW LONDON.  THE MARK IS 39 FEET NORTH OF A
 DL1323'FENCE AND 30 FEET NORTHEAST OF A 16-INCH GUM TREE.
 DL1323'
 DL1323'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STRONG, GO
 DL1323'NORTH ON A GRAVELED ROAD FOR 6.5 MILES TO ACROSS ROAD AT
 DL1323'A SIGN RANGER STATION, TURN RIGHT AND GO EAST 0.6 MILE TO A DIRT
 DL1323'ROAD LEFT, TURN LEFT AND GO NORTHEASTERLY 0.15 MILE TO THE
 DL1323'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHEAST FOR 0.15 TO
 DL1323'THE STATION AND THE LOOKOUT TOWER.
 DL1323'
 DL1323'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 DL1323'STAMPED NORRIS 1952.
 DL1323'
 DL1323'REFERENCE MARK 1 IS 26 FEET EAST OF AN 8-INCH GUM TREE AND
 DL1323'18 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 3 INCHES AND
 DL1323'THE DISK IS STAMPED NORRIS NO 1 1952.
 DL1323'
 DL1323'REFERENCE MARK 2 IS 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DL1323'OF A BARN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DL1323'NORRIS NO 2 1952.
 DL1323'
 DL1323'THE AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF THE ROAD,
 DL1323'5 FEET SOUTHEAST OF A 14-INCH PINE TREE AND 2 FEET NORTH
 DL1323'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 5
 DL1323'INCHES AND THE DISK IS STAMPED NORRIS 1952.
 DL1323'
 DL1323'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1323
 DL1323                          STATION RECOVERY (1964)
 DL1323
 DL1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1323'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1323'CONDITION.  THE STATION MARK IS 33.5 FEET SOUTHWEST OF THE
 DL1323'SOUTHWEST CORNER OF A RADIO TOWER AND IS FLUSH WITH THE
 DL1323'GROUND.
 DL1323'
 DL1323'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1323'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1832 ***********************************************************************
 FG1832  DESIGNATION -  NORRISTOWN TANK
 FG1832  PID         -  FG1832
 FG1832  STATE/COUNTY-  AR/POPE
 FG1832  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1832
 FG1832                         *CURRENT SURVEY CONTROL
 FG1832  ___________________________________________________________________
 FG1832* NAD 83(1997)-  35 16 23.11283(N)    093 10 09.83258(W)     ADJUSTED  
 FG1832* NAVD 88     -                                                        
 FG1832  ___________________________________________________________________
 FG1832  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 FG1832  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1832
 FG1832  HORZ ORDER  -  THIRD
 FG1832
 FG1832.The horizontal coordinates were established by classical geodetic methods
 FG1832.and adjusted by the National Geodetic Survey in September 1999..
 FG1832
 FG1832
 FG1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1832
 FG1832.The geoid height was determined by GEOID03.
 FG1832
 FG1832;                    North         East     Units Scale Factor Converg.
 FG1832;SPC AR N     -   104,889.279   293,611.442   MT  0.99995059   -0 40 49.7
 FG1832;SPC AR N     -   344,124.24    963,290.21   sFT  0.99995059   -0 40 49.7
 FG1832;UTM  15      - 3,903,341.198   484,593.682   MT  0.99960293   -0 05 52.2
 FG1832
 FG1832                          SUPERSEDED SURVEY CONTROL
 FG1832
 FG1832  NAD 83(1986)-  35 16 23.12352(N)    093 10 09.82863(W) AD(       ) 4
 FG1832  NAD 27      -  35 16 22.81840(N)    093 10 09.19922(W) AD(       ) 3
 FG1832
 FG1832.Superseded values are not recommended for survey control.
 FG1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1832.See file dsdata.txt to determine how the superseded data were derived.
 FG1832
 FG1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8459403341(NAD 83)
 FG1832_MARKER: 57 = LOOKOUT TOWER
 FG1832
 FG1832  HISTORY     - Date     Condition        Report By
 FG1832  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1832
 FG1832                          STATION DESCRIPTION
 FG1832
 FG1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1832'THE STATION, NORRISTOWN TANK, IS THE FINIAL OF A 100 FOOT TALL,
 FG1832'PEDESTAL-SPHERE WATER TANK, THAT IS PAINTED SILVER.  THE STATION IS
 FG1832'LOCATED ON A RIDGE CALLED NORRISTOWN MOUNTAIN, WEST OF RUSSELLVILLE
 FG1832'AND IS OWNED BY THE RUSSELLVILLE SUBURBAN WATER PIPELINE DISTRICT
 FG1832'NUMBER ONE, REFERRED TO LOCALLY AS THE NORRISTOWN WATER DISTRICT.
 FG1832'
 FG1832'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE HIGHWAY 326
 FG1832'WEST OF RUSSELLVILLE, GO SOUTHWEST, THEN BEARING AROUND EASTERLY FOR
 FG1832'5.3 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING A
 FG1832'T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.2
 FG1832'MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1901 ***********************************************************************
 EJ1901  DESIGNATION -  NORTH FORK LOOKOUT TOWER
 EJ1901  PID         -  EJ1901
 EJ1901  STATE/COUNTY-  AR/PERRY
 EJ1901  USGS QUAD   -  PARON (1984)
 EJ1901
 EJ1901                         *CURRENT SURVEY CONTROL
 EJ1901  ___________________________________________________________________
 EJ1901* NAD 83(1997)-  34 51 35.33123(N)    092 51 05.90210(W)     ADJUSTED  
 EJ1901* NAVD 88     -                                                        
 EJ1901  ___________________________________________________________________
 EJ1901  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 EJ1901  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EJ1901
 EJ1901  HORZ ORDER  -  THIRD
 EJ1901
 EJ1901.The horizontal coordinates were established by classical geodetic methods
 EJ1901.and adjusted by the National Geodetic Survey in September 1999..
 EJ1901
 EJ1901
 EJ1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1901
 EJ1901.The geoid height was determined by GEOID03.
 EJ1901
 EJ1901;                    North         East     Units Scale Factor Converg.
 EJ1901;SPC AR N     -    58,746.073   322,122.814   MT  1.00001527   -0 29 44.0
 EJ1901;SPC AR N     -   192,736.07  1,056,831.27   sFT  1.00001527   -0 29 44.0
 EJ1901;SPC AR S     -   643,581.466   322,122.209   MT  1.00002210   -0 28 36.0
 EJ1901;SPC AR S     - 2,111,483.53  1,056,829.28   sFT  1.00002210   -0 28 36.0
 EJ1901;UTM  15      - 3,857,507.211   513,561.197   MT  0.99960227   +0 05 05.3
 EJ1901
 EJ1901                          SUPERSEDED SURVEY CONTROL
 EJ1901
 EJ1901  NAD 83(1986)-  34 51 35.34494(N)    092 51 05.89483(W) AD(       ) 4
 EJ1901  NAD 27      -  34 51 35.01600(N)    092 51 05.28900(W) AD(       ) 3
 EJ1901
 EJ1901.Superseded values are not recommended for survey control.
 EJ1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1901.See file dsdata.txt to determine how the superseded data were derived.
 EJ1901
 EJ1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1356157507(NAD 83)
 EJ1901_MARKER: 57 = LOOKOUT TOWER
 EJ1901
 EJ1901  HISTORY     - Date     Condition        Report By
 EJ1901  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1901
 EJ1901                          STATION DESCRIPTION
 EJ1901
 EJ1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1901'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 EJ1901'THE CENTER OF THE U.S. FOREST SERVICE LOOKOUT TOWER ON NORTH
 EJ1901'FORK PINNACLE.  THIS IS A TIMBER STRUCTURE ABOUT 115 FEET
 EJ1901'TALL.
 EJ1901'
 EJ1901'THE TOWER IS LOCATED ON THE SUMMIT OF NORTH FORK PINNACLE,
 EJ1901'A PROMINENT TIMBER COVERED RIDGE.  IT IS APPROXIMATELY 5.5
 EJ1901'MILES SSE OF THORNBURG, 10.3 MILES SE OF ALPIN, AND 8.0
 EJ1901'MILES NW OF PARON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0657 ***********************************************************************
 GG0657  DESIGNATION -  NORTH TWIN
 GG0657  PID         -  GG0657
 GG0657  STATE/COUNTY-  AR/BENTON
 GG0657  USGS QUAD   -  GALLATIN (1982)
 GG0657
 GG0657                         *CURRENT SURVEY CONTROL
 GG0657  ___________________________________________________________________
 GG0657* NAD 83(1997)-  36 09 41.99267(N)    094 22 40.66088(W)     ADJUSTED  
 GG0657* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 GG0657  ___________________________________________________________________
 GG0657  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 GG0657  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GG0657
 GG0657  HORZ ORDER  -  FIRST
 GG0657
 GG0657.The horizontal coordinates were established by classical geodetic methods
 GG0657.and adjusted by the National Geodetic Survey in September 1999..
 GG0657
 GG0657.The orthometric height was scaled from a topographic map.
 GG0657
 GG0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0657
 GG0657.The geoid height was determined by GEOID03.
 GG0657
 GG0657;                    North         East     Units Scale Factor Converg.
 GG0657;SPC AR N     -   205,427.072   186,056.353   MT  0.99998662   -1 23 01.4
 GG0657;SPC AR N     -   673,971.99    610,419.88   sFT  0.99998662   -1 23 01.4
 GG0657;SPC OK N     -   134,968.314   925,815.137   MT  0.99994541   +2 08 15.1
 GG0657;SPC OK N     -   442,808.54  3,037,445.16   sFT  0.99994541   +2 08 15.1
 GG0657;UTM  15      - 4,002,759.199   376,057.929   MT  0.99978928   -0 48 47.5
 GG0657
 GG0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0657!SPC AR N     -   0.99993739  x   0.99998662  =   0.99992401
 GG0657!SPC OK N     -   0.99993739  x   0.99994541  =   0.99988281
 GG0657!UTM  15      -   0.99993739  x   0.99978928  =   0.99972669
 GG0657
 GG0657:                Primary Azimuth Mark                     Grid Az
 GG0657:SPC AR N     -  BENTONVILLE MUN STANDPIPE                036 41 00.7
 GG0657:SPC OK N     -  BENTONVILLE MUN STANDPIPE                033 09 44.2
 GG0657:UTM  15      -  BENTONVILLE MUN STANDPIPE                036 06 46.8
 GG0657
 GG0657|---------------------------------------------------------------------|
 GG0657| PID    Reference Object                     Distance      Geod. Az  |
 GG0657|                                                           dddmmss.s |
 GG0657| GG0603 BENTONVILLE MUN STANDPIPE           APPROX.28.8 KM 0351759.3 |
 GG0657| CI2684 NORTH TWIN AZ MK                                   0390718.8 |
 GG0657| GG0649 SPRINGDALE MUNICIPAL TANK           APPROX.22.6 KM 0824631.3 |
 GG0657| GG0627 FAYETTEVILLE US VETS HOSP TANK      APPROX.21.6 KM 1140610.3 |
 GG0657| GG0631 FAYETTEVILLE US VETS HOSP STK       APPROX.21.7 KM 1141012.5 |
 GG0657| GG0625 FAYETTEVILLE MT SEQUOYAH TANK       APPROX.23.4 KM 1172443.7 |
 GG0657| CI2685 NORTH TWIN RM 1                      27.689 METERS 24212     |
 GG0657| GG0675 FOREST PARK MUNICIPAL TANK          APPROX.15.5 KM 2554322.6 |
 GG0657| GG0674 SILOAM SPRINGS BROWN UNIV TANK      APPROX.16.7 KM 2804412.4 |
 GG0657| GG0672 SILOAM SPRINGS RAD KUOA MAST        APPROX.17.2 KM 2804406.8 |
 GG0657| GG0670 SILOAM SPRING MUNICIPAL TANK        APPROX.14.6 KM 2813548.4 |
 GG0657| CI2686 NORTH TWIN RM 2                      30.857 METERS 31716     |
 GG0657|---------------------------------------------------------------------|
 GG0657
 GG0657                          SUPERSEDED SURVEY CONTROL
 GG0657
 GG0657  NAD 83(1997)-  36 09 42.00092(N)    094 22 40.66203(W) AD(       ) 1
 GG0657  NAD 83(1986)-  36 09 42.00080(N)    094 22 40.66247(W) AD(       ) 1
 GG0657  NAD 27      -  36 09 41.71300(N)    094 22 39.89900(W) AD(       ) 1
 GG0657
 GG0657.Superseded values are not recommended for survey control.
 GG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0657.See file dsdata.txt to determine how the superseded data were derived.
 GG0657
 GG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7605802759(NAD 83)
 GG0657_MARKER: DS = TRIANGULATION STATION DISK
 GG0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0657
 GG0657  HISTORY     - Date     Condition        Report By
 GG0657  HISTORY     - 1935     MONUMENTED       CGS
 GG0657  HISTORY     - 1939     GOOD             CGS
 GG0657  HISTORY     - 1960     GOOD             CGS
 GG0657  HISTORY     - 1961     GOOD             CGS
 GG0657
 GG0657                          STATION DESCRIPTION
 GG0657
 GG0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0657'ON THE NORTH PEAK OF TWIN MTS., ABOUT 14 MILES WEST OF
 GG0657'SPRINGDALE, AND 9 MILES EAST OF SILOAM SPRINGS, IN SOUTHEAST
 GG0657'QUARTER SEC. 10, T. 17 N., R. 32 W., ON LAND OWNED BY R.L.
 GG0657'HARPER OF ROBINSON, ABOUT 75 YARDS SOUTH OF THE NORTH END
 GG0657'OF THE RIDGE, 15 FEET NORTH-NORTHWEST OF A 16-INCH BLACK OAK
 GG0657'TREE WITH A TRIANGULAR BLAZE.  THE RIDGE IS COVERED WITH
 GG0657'SCRUB TREES.  THE MARK PROJECTS 4 INCHES.
 GG0657'
 GG0657'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 GG0657'CONCRETE AS DESCRIBED, UNDERGROUND MARK IS
 GG0657'A STANDARD BRONZE DISK SET IN BEDROCK AS DESCRIBED
 GG0657'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS.
 GG0657'
 GG0657'TO REACH FROM SPRINGDALE, AT JUNCTION OF U.S. HIGHWAY 71 AND
 GG0657'STATE HIGHWAY 68 SOUTH OF TOWN, GO WEST ON STATE HIGHWAY 68
 GG0657'FOR 14.75 MILES TO SIDE ROAD TO SOUTH, OLD STATE HIGHWAY 68,
 GG0657'THENCE SOUTH 0.2 MILES TO OLD BRIDGE ACROSS ILLINOIS RIVER,
 GG0657'CONTINUE ACROSS BRIDGE FOR 0.8 MILE TO TRAIL TO LEFT (SOUTHEAST)
 GG0657'UP RIDGE, FOLLOW THIS TRAIL THROUGH WOODS 0.65 MILE TO FENCE
 GG0657'LINE, FOLLOW THIS FENCE LINE EAST 0.5 MILE TO 6-INCH BLAZED
 GG0657'TREE AT FENCE CORNER ON RIGHT, TRAIL CROSSES AND RECROSSES
 GG0657'FENCE LINE.  FROM THIS POINT GO SOUTHEAST UP HILL
 GG0657'APPROXIMATELY 0.25 MILE TO STATION ON RIDGE AT TOP.
 GG0657'
 GG0657'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, ABOUT
 GG0657'30 FEET EAST OF THE WEST EDGE OF THE RIDGE, 20 FEET SOUTH
 GG0657'OF A 14-INCH OAK TREE, AND 13 FEET NORTH OF A 12-INCH OAK WITH
 GG0657'STUB TOP.  MARK IS SET IN BOULDER FLUSH WITH THE GROUND,
 GG0657'BOULDER IS ABOUT 12 BY 24 INCHES IN SIZE.  REFERENCE MARK NO. 2
 GG0657'IS NORTHWEST OF THE STATION, ABOUT 30 FEET EAST OF THE WEST
 GG0657'EDGE OF THE RIDGE, 36 FEET WEST-SOUTHWEST OF A 12-INCH OAK
 GG0657'TREE, SET IN A BOULDER ABOUT 20 BY 36 INCHES IN SIZE AND
 GG0657'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 GG0657'DISTANCE BETWEEN REFERENCE MARKS 117.25 FEET.
 GG0657'
 GG0657'AZIMUTH MARK IS NORTHEAST OF THE STATION, 37 FEET SOUTH OF THE
 GG0657'CENTER LINE OF STATE HIGHWAY 68, 50 FEET SOUTHWEST OF THE
 GG0657'INTERSECTION OF STATE HIGHWAY 68 AND THE SIDE ROAD TO ROBINSON,
 GG0657'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE AND PROJECTS 4
 GG0657'INCHES.
 GG0657'
 GG0657'LIGHTS 4 FEET ABOVE EAST, 60 FEET ABOVE MATEER, 74 FEET
 GG0657'ABOVE KESSLER AND SPRINGDALE, AND 87 FEET ABOVE SILOAM,
 GG0657'CHEROKEE, DECATUR, AND RICE COME INTO VIEW AT 35 FEET ABOVE
 GG0657'THE GROUND.
 GG0657
 GG0657                          STATION RECOVERY (1939)
 GG0657
 GG0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0657'ABOUT 14 MILES, AIRLINE, WEST OF SPRINGDALE AND 9 MILES
 GG0657'EAST-SOUTHEAST OF SILOAM SPRINGS, IN THE SOUTHEAST QUARTER
 GG0657'OF SEC. 10, T. 17 N., R. 32 W., ON THE NORTH PEAK OF TWIN
 GG0657'MOUNTAIN, ON LAND OWNED BY R.L. HARPER OF ROBINSON, ABOUT
 GG0657'75 YD. S OF THE N END OF A RIDGE AND 15 FT. N-NW OF A 16-IN.
 GG0657'TRIANGULAR-BLAZED TREE.  STATION MARKS
 GG0657'AND SURFACE MARK PROJECTS ABOUT 4 IN.
 GG0657'
 GG0657'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE
 GG0657'HIGHWAY 68 IN SPRINGDALE, GO W ON STATE HIGHWAY 68 FOR 14.8
 GG0657'MI. TO A SIDE ROAD LEADING S (OLD STATE HIGHWAY 68), THENCE
 GG0657'LEFT (S) FOR 0.2 MI. TO A BRIDGE ACROSS ILLINOIS RIVER,
 GG0657'CONTINUE ACROSS THE BRIDGE FOR 0.8 MI. TO A DIM ROAD TO THE
 GG0657'LEFT, THENCE LEFT (SE) ON A DIM ROAD FOR 0.65 MI. TO A FENCE
 GG0657'LINE, THEN FOLLOW THE FENCE LINE TO THE E FOR 0.5 MI. TO A
 GG0657'CORNER, THENCE SE FOR 0.25 MI. TO THE TOP OF A RIDGE AND
 GG0657'THE STATION.
 GG0657'
 GG0657'REFERENCE MARK 1, IS W-SW OF THE STATION, ABOUT
 GG0657'30 FT. E OF THE W EDGE OF THE RIDGE, 20 FT. S OF A 14-IN.
 GG0657'OAK TREE, AND 13 FT. N OF A 12-IN. OAK TREE WITH A STUB
 GG0657'TOP.  MARK IS SET FLUSH WITH THE GROUND.
 GG0657'
 GG0657'REFERENCE MARK 2, IS NW OF THE STATION, ABOUT 30
 GG0657'FT. E OF THE W EDGE OF THE RIDGE, AND 36 FT. W-SW OF A 12-IN.
 GG0657'OAK TREE.  MARK IS SET FLUSH WITH THE GROUND.  DISTANCE
 GG0657'BETWEEN REFERENCE MARKS IS 117.3 FT.
 GG0657'
 GG0657'AZIMUTH MARK, IS ABOUT 1.5 MI NE OF THE STATION,
 GG0657'37 FT. S OF THE CENTER OF STATE HIGHWAY 68, 50 FT. SW OF THE
 GG0657'INTERSECTION OF STATE HIGHWAY 68 AND A COUNTY ROAD TO ROBINSON,
 GG0657'2 FT. N OF A FENCE LINE, AND PROJECTS ABOUT 4 IN.
 GG0657'
 GG0657'AZIMUTHS AND DISTANCES TO REFERENCE MARKS CHECKED.
 GG0657
 GG0657                          STATION RECOVERY (1960)
 GG0657
 GG0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 GG0657'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GG0657'FOUND IN GOOD CONDITION.  A NEW TO REACH IS AS FOLLOWS.
 GG0657'
 GG0657'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 GG0657'68 AND 59, EAST OF SILOAM SPRINGS, GO EAST ON STATE HIGHWAY
 GG0657'68 FOR 2.6 MILES TO A ROAD SIDE PARK ON THE RIGHT, CONTINUE
 GG0657'EAST ON STATE HIGHWAY 68 FOR 1.0 MILE TO A SIDE ROAD RIGHT.
 GG0657'TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.6 MILE TO A
 GG0657'T-INTERSECTION.  TURN LEFT AND GO EAST FOR 1.7 MILES TO A
 GG0657'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 2.7
 GG0657'MILES TO A Y-INTERSECTION.  TURN LEFT AND GO NORTHEASTERLY
 GG0657'FOR 1.4 MILES TO AN INTERSECTION AND OLD LOG CABIN.  TURN
 GG0657'LEFT AND GO NORTH FOR 1.2 MILES TO A DIM FORK.  TURN LEFT
 GG0657'AND GO EASTERLY FOR 0.1 MILE TO A 24 INCH OAK TREE WITH A
 GG0657'TRIANGULAR BLAZE, PACK SOUTHEASTERLY FOR ABOUT 0.3 MILE TO
 GG0657'TOP OF THE HILL AND STATION SITE.
 GG0657
 GG0657                          STATION RECOVERY (1961)
 GG0657
 GG0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0657'STATION RECOVERED AS DESCRIBED AND STATION, R.M. NO. 2 AND
 GG0657'AZIMUTH MARKS FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS NOT
 GG0657'RECOVERED BUT THERE WAS NO INDICATION THAT THIS MARK HAD
 GG0657'BEEN DESTROYED.  RECOVERY WOULD BE DIFFICULT DUE TO BRUSH
 GG0657'AND HEAVY LEAF COVER.
 GG0657'
 GG0657'THE LAST 1.4 MILES WAS NOT DRIVEN AS THE ROAD WAS FENCED
 GG0657'OFF BUT IT WOULD BE POSSIBLE TO DRIVE TO WITHIN 0.25 MILE OF
 GG0657'THE STATION.
 GG0657'
 GG0657'TO REACH FROM SILOAM SPRINGS, FROM THE JUNCTION OF STATE
 GG0657'HIGHWAYS 59 AND 68 IN THE EAST EDGE OF TOWN, BY GOING EASTERLY
 GG0657'ON THESE HIGHWAYS FOR 1.8 MILES TO JUNCTION WHERE STATE HIGHWAY
 GG0657'59 TURNS LEFT, CONTINUE EASTERLY ON STATE HIGHWAY 68 FOR 6.7
 GG0657'MILES TO A SIDE ROAD RIGHT, (TO REACH AZIMUTH MARK CONTINUE
 GG0657'EAST FOR 1.7 MILES TO A SIDE ROAD RIGHT AND MARK IN SOUTHWEST
 GG0657'ANGLE OF INTERSECTION), TURN RIGHT FOR 0.2 MILE TO BRIDGE OVER
 GG0657'ILLINOIS RIVER, CONTINUE ON MAIN ROAD FOR 0.8 MILE TO EVIDENCE
 GG0657'OF AN OLD ROAD ON LEFT, CONTINUE SOUTH FOR 0.25 MILE TO FIRST
 GG0657'HOUSE ON LEFT, TURN LEFT INTO YARD THEN TURN LEFT AND GO
 GG0657'BACK EASTERLY PARALLEL TO ROAD FOR 0.25 MILE TO OLD DIM
 GG0657'ROAD ON RIGHT, TURN RIGHT AND GO SOUTHEAST AND SOUTH FOR
 GG0657'ABOUT 1.1 MILES TO FORKS, TAKE LEFT FORK FOR ABOUT 135
 GG0657'YARDS TO A TRIANGLE-BLAZED OAK TREE ON RIGHT AND END OF
 GG0657'TRUCK TRAVEL.  PACK SOUTHERLY ALONG BLAZED TRAIL TO SUMMIT
 GG0657'OF HILL AND STATION NEAR NORTH END OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2899 ***********************************************************************
 EH2899  DESIGNATION -  NUT
 EH2899  PID         -  EH2899
 EH2899  STATE/COUNTY-  AR/LEE
 EH2899  USGS QUAD   -  GARRETT GROVE (1971)
 EH2899
 EH2899                         *CURRENT SURVEY CONTROL
 EH2899  ___________________________________________________________________
 EH2899* NAD 83(1997)-  34 46 46.81539(N)    091 02 46.61698(W)     ADJUSTED  
 EH2899* NAVD 88     -        56.96   (+/-2cm)     186.9    (feet)  VERTCON   
 EH2899  ___________________________________________________________________
 EH2899  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 EH2899  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2899
 EH2899  HORZ ORDER  -  FIRST
 EH2899  VERT ORDER  -  THIRD ? (See Below)
 EH2899
 EH2899.The horizontal coordinates were established by classical geodetic methods
 EH2899.and adjusted by the National Geodetic Survey in September 1999..
 EH2899
 EH2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2899.The vertical order pertains to the NGVD 29 superseded value.
 EH2899
 EH2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2899
 EH2899.The geoid height was determined by GEOID03.
 EH2899
 EH2899;                    North         East     Units Scale Factor Converg.
 EH2899;SPC AR S     -   634,773.173   487,294.845   MT  1.00000293   +0 32 01.6
 EH2899;SPC AR S     - 2,082,584.99  1,598,733.17   sFT  1.00000293   +0 32 01.6
 EH2899;SPC AR N     -    49,940.970   487,297.435   MT  1.00003376   +0 33 17.9
 EH2899;SPC AR N     -   163,848.00  1,598,741.67   sFT  1.00003376   +0 33 17.9
 EH2899;UTM  15      - 3,850,348.842   678,768.713   MT  0.99999390   +1 06 53.1
 EH2899
 EH2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2899!SPC AR S     -   0.99999527  x   1.00000293  =   0.99999820
 EH2899!SPC AR N     -   0.99999527  x   1.00003376  =   1.00002903
 EH2899!UTM  15      -   0.99999527  x   0.99999390  =   0.99998917
 EH2899
 EH2899|---------------------------------------------------------------------|
 EH2899| PID    Reference Object                     Distance      Geod. Az  |
 EH2899|                                                           dddmmss.s |
 EH2899| CY7039 NUT RM 1                             32.992 METERS 05610     |
 EH2899| CY7040 NUT RM 2                             26.188 METERS 14829     |
 EH2899| CY7038 NUT AZ MK                                          3572655.7 |
 EH2899|---------------------------------------------------------------------|
 EH2899
 EH2899                          SUPERSEDED SURVEY CONTROL
 EH2899
 EH2899  NAD 83(1997)-  34 46 46.82221(N)    091 02 46.61419(W) AD(       ) 1
 EH2899  NAD 83(1986)-  34 46 46.82302(N)    091 02 46.61403(W) AD(       ) 1
 EH2899  NAD 27      -  34 46 46.47423(N)    091 02 46.18196(W) AD(       ) 1
 EH2899  NGVD 29 (07/19/86)   56.97   (m)          186.9    (f) LEVELING    3  
 EH2899
 EH2899.Superseded values are not recommended for survey control.
 EH2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2899.See file dsdata.txt to determine how the superseded data were derived.
 EH2899
 EH2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7876950349(NAD 83)
 EH2899_MARKER: DS = TRIANGULATION STATION DISK
 EH2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2899
 EH2899  HISTORY     - Date     Condition        Report By
 EH2899  HISTORY     - 1965     MONUMENTED       CGS
 EH2899  HISTORY     - 1970     GOOD             USAF
 EH2899
 EH2899                          STATION DESCRIPTION
 EH2899
 EH2899'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2899'THE STATION IS 11 MILES SOUTHEAST OF BRINKLEY, 5 MILES NORTHEAST
 EH2899'OF MONROE, 3-1/2 MILES SOUTHWEST OF MORO ON THE ROAD RIGHT-OF-WAY
 EH2899'OF U.S. HIGHWAY 79.
 EH2899'
 EH2899'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2899'STATE HIGHWAY 39 IN MONROE, GO NORTHEAST ON HIGHWAY 79 FOR 4.8
 EH2899'MILES TO THE NORTHEAST END OF WALNUT CREEK BRIDGE AT WALNUT
 EH2899'LAKE AND THE STATION ON THE LEFT.
 EH2899'
 EH2899'STATION MARKS ARE STANDARD DISKS STAMPED NUT 1965.  THE SURFACE
 EH2899'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 EH2899'ABOVE THE SURFACE OF THE GROUND.  IT IS 71 FEET NORTHWEST OF THE
 EH2899'CENTER OF HIGHWAY 79, 55 FEET NORTHWEST OF THE NORTH CORNER OF THE
 EH2899'BRIDGE, 39 FEET SOUTHWEST OF THE CENTER OF A FIELD TRACK ROAD,
 EH2899'22 FEET EAST OF A TWIN-TRUNK TREE WHICH IS ABOUT 15 INCHES IN
 EH2899'DIAMETER AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE
 EH2899'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES
 EH2899'BELOW THE SURFACE OF THE GROUND.
 EH2899'
 EH2899'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NUT NO 1 1965 IS
 EH2899'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE
 EH2899'THE SURFACE OF THE GROUND.  IT IS 73 FEET NORTHEAST OF THE CENTER
 EH2899'OF THE FIELD ROAD, 54 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 EH2899'79 AND 1.6 FEET SOUTHWEST OF A METAL WITNESS POST.
 EH2899'
 EH2899'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NUT NO 2 1965 IS
 EH2899'SET IN A DRILL HOLE IN THE EAST CORNER OF THE NORTHEAST
 EH2899'ABUTMENT OF THE BRIDGE.  IT IS 13.7 FEET SOUTHEAST OF THE CENTER
 EH2899'OF HIGHWAY 79 AND 1.5 FEET NORTHWEST OF THE SOUTHWEST END OF
 EH2899'A GUARD RAIL.
 EH2899'
 EH2899'THE AZIMUTH MARK, A STANDARD DISK STAMPED NUT 1965 IS SET IN
 EH2899'A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE
 EH2899'SURFACE OF THE GROUND.  IT IS 27 FEET NORTHEAST OF THE CENTER OF
 EH2899'A GRAVEL ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST AND
 EH2899'1 FOOT SOUTHEAST OF A POWER POLE.
 EH2899'
 EH2899'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 EH2899'HIGHWAY 79 FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 EH2899'LEFT AND GO NORTHWEST ON THE GRAVEL ROAD FOR 0.4 MILE TO THE
 EH2899'MARK ON THE RIGHT.
 EH2899'
 EH2899'NOTE- REFERENCE MARK NO. 1 WAS MEASURED WITH A 300 FOOT TAPE
 EH2899'PULLING 7 KG. TAPE TENSION.
 EH2899'
 EH2899'REFERENCE MARK NO. 2 WAS MEASURED WITH A 30 METER TAPE PULLING
 EH2899'5 KG. TAPE TENSION.
 EH2899'
 EH2899'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2899
 EH2899                          STATION RECOVERY (1970)
 EH2899
 EH2899'RECOVERY NOTE BY US AIR FORCE 1970
 EH2899'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  NO
 EH2899'SEARCH WAS MADE FOR REFERENCE MARKS OR THE AZIMUTH MARK.
 EH2899'ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0270 ***********************************************************************
 EJ0270  DESIGNATION -  O
 EJ0270  PID         -  EJ0270
 EJ0270  STATE/COUNTY-  AR/PULASKI
 EJ0270  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0270
 EJ0270                         *CURRENT SURVEY CONTROL
 EJ0270  ___________________________________________________________________
 EJ0270* NAD 83(1986)-  34 44 54.     (N)    092 16 21.     (W)     SCALED    
 EJ0270* NAVD 88     -        87.942  (meters)     288.52   (feet)  ADJUSTED  
 EJ0270  ___________________________________________________________________
 EJ0270  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0270  DYNAMIC HT  -          87.861 (meters)     288.26  (feet)  COMP
 EJ0270  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 EJ0270
 EJ0270  VERT ORDER  -  FIRST     CLASS II
 EJ0270
 EJ0270.The horizontal coordinates were scaled from a topographic map and have
 EJ0270.an estimated accuracy of +/- 6 seconds.
 EJ0270
 EJ0270.The orthometric height was determined by differential leveling
 EJ0270.and adjusted by the National Geodetic Survey in June 1991..
 EJ0270
 EJ0270.The geoid height was determined by GEOID03.
 EJ0270
 EJ0270.The dynamic height is computed by dividing the NAVD 88
 EJ0270.geopotential number by the normal gravity value computed on the
 EJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0270.degrees latitude (g = 980.6199 gals.).
 EJ0270
 EJ0270.The modeled gravity was interpolated from observed gravity values.
 EJ0270
 EJ0270;                    North         East    Units  Estimated Accuracy
 EJ0270;SPC AR S     -   630,920.      375,050.      MT  (+/- 180 meters Scaled)
 EJ0270
 EJ0270                          SUPERSEDED SURVEY CONTROL
 EJ0270
 EJ0270  NGVD 29 (??/??/92)   87.991  (m)          288.68   (f) ADJ UNCH    1 2
 EJ0270
 EJ0270.Superseded values are not recommended for survey control.
 EJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0270.See file dsdata.txt to determine how the superseded data were derived.
 EJ0270
 EJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU665453(NAD 83)
 EJ0270_MARKER: Q = CHISELED SQUARE
 EJ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0270+STABILITY: SURFACE MOTION
 EJ0270
 EJ0270  HISTORY     - Date     Condition        Report By
 EJ0270  HISTORY     - UNK      MONUMENTED       CGS
 EJ0270  HISTORY     - 1955     GOOD             NGS
 EJ0270  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0270  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0270
 EJ0270                          STATION DESCRIPTION
 EJ0270
 EJ0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0270'IN LITTLE ROCK.
 EJ0270'AT LITTLE ROCK, ON THE NORTH SIDE OF MARKHAM STREET, BETWEEN ASHLEY
 EJ0270'AND CONWAY STREETS, AT THE NORTH END OF CENTER STREET, 33 FEET
 EJ0270'SOUTHWEST OF THE CENTER OF THE SOUTH MAIN DOOR OF THE STATE WAR
 EJ0270'MEMORIAL BUILDING, 4.5 FEET SOUTHWEST OF THE WEST END OF THE BOTTOM
 EJ0270'STEP.  4.7 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE PORCH,
 EJ0270'A CHISELED SQUARE IN THE TOP OF A GRANITE POST WHICH IS FLUSH WITH THE
 EJ0270'CONCRETE SLAB, SURROUNDED BY THE LETTERS USBM.
 EJ0270
 EJ0270                          STATION RECOVERY (1984)
 EJ0270
 EJ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0270'NOT RECOVERED, A BRICK SIDEWALK HAS BEEN PUT OVER THE OLD SIDEWALK.
 EJ0270
 EJ0270                          STATION RECOVERY (1990)
 EJ0270
 EJ0270'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0465 ***********************************************************************
 GE0465  DESIGNATION -  O 1
 GE0465  PID         -  GE0465
 GE0465  STATE/COUNTY-  AR/SHARP
 GE0465  USGS QUAD   -  HARDY (1981)
 GE0465
 GE0465                         *CURRENT SURVEY CONTROL
 GE0465  ___________________________________________________________________
 GE0465* NAD 83(1986)-  36 18 53.     (N)    091 29 07.     (W)     SCALED    
 GE0465* NAVD 88     -       109.136  (meters)     358.06   (feet)  ADJUSTED  
 GE0465  ___________________________________________________________________
 GE0465  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GE0465  DYNAMIC HT  -         109.045 (meters)     357.76  (feet)  COMP
 GE0465  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 GE0465
 GE0465  VERT ORDER  -  FIRST     CLASS II
 GE0465
 GE0465.The horizontal coordinates were scaled from a topographic map and have
 GE0465.an estimated accuracy of +/- 6 seconds.
 GE0465
 GE0465.The orthometric height was determined by differential leveling
 GE0465.and adjusted by the National Geodetic Survey in June 1991..
 GE0465
 GE0465.The geoid height was determined by GEOID03.
 GE0465
 GE0465.The dynamic height is computed by dividing the NAVD 88
 GE0465.geopotential number by the normal gravity value computed on the
 GE0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0465.degrees latitude (g = 980.6199 gals.).
 GE0465
 GE0465.The modeled gravity was interpolated from observed gravity values.
 GE0465
 GE0465;                    North         East    Units  Estimated Accuracy
 GE0465;SPC AR N     -   219,950.      446,230.      MT  (+/- 180 meters Scaled)
 GE0465
 GE0465                          SUPERSEDED SURVEY CONTROL
 GE0465
 GE0465  NGVD 29 (??/??/92)  109.027  (m)          357.70   (f) ADJ UNCH    1 2
 GE0465
 GE0465.Superseded values are not recommended for survey control.
 GE0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0465.See file dsdata.txt to determine how the superseded data were derived.
 GE0465
 GE0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA359199(NAD 83)
 GE0465_MARKER: DB = BENCH MARK DISK
 GE0465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0465_SP_SET: HEADWALL
 GE0465_STAMPING: O 1 1928 357.699
 GE0465_MARK LOGO: CGS   
 GE0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0465+STABILITY: SURFACE MOTION
 GE0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0465+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992
 GE0465
 GE0465  HISTORY     - Date     Condition        Report By
 GE0465  HISTORY     - 1928     MONUMENTED       CGS
 GE0465  HISTORY     - 1955     GOOD             NGS
 GE0465  HISTORY     - 19920402 GOOD             NGS
 GE0465
 GE0465                          STATION DESCRIPTION
 GE0465
 GE0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0465'0.2 MI W FROM HARDY.
 GE0465'0.2 MILE WEST ALONG THE ST. LOUIS - SAN FRANCISCO RAILROAD FROM THE
 GE0465'STATION AT HARDY, 3 RAILS WEST OF A GROUP OF 3 OIL TANKS, 7 FEET
 GE0465'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4 FEET BELOW THE TOP
 GE0465'OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 GE0465'OF A CONCRETE CULVERT.
 GE0465
 GE0465                          STATION RECOVERY (1992)
 GE0465
 GE0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0465'0.3 KM (0.20 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 GE0465'THE JUNCTION OF SPRING STREET IN HARDY, IN TOP OF AND 0.3 M (1.0 FT)
 GE0465'WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, 2.2
 GE0465'M (7.2 FT) SOUTH OF THE NEAR RAIL, AND 1.2 M (3.9 FT) BELOW THE LEVEL
 GE0465'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0010 ***********************************************************************
 FF0010  DESIGNATION -  O 10 4
 FF0010  PID         -  FF0010
 FF0010  STATE/COUNTY-  AR/POINSETT
 FF0010  USGS QUAD   -  MARKED TREE (1983)
 FF0010
 FF0010                         *CURRENT SURVEY CONTROL
 FF0010  ___________________________________________________________________
 FF0010* NAD 83(1986)-  35 33 39.     (N)    090 26 18.     (W)     SCALED    
 FF0010* NAVD 88     -        69.487  (meters)     227.98   (feet)  ADJUSTED  
 FF0010  ___________________________________________________________________
 FF0010  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF0010  DYNAMIC HT  -          69.427 (meters)     227.78  (feet)  COMP
 FF0010  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 FF0010
 FF0010  VERT ORDER  -  FIRST     CLASS II
 FF0010
 FF0010.The horizontal coordinates were scaled from a topographic map and have
 FF0010.an estimated accuracy of +/- 6 seconds.
 FF0010
 FF0010.The orthometric height was determined by differential leveling
 FF0010.and adjusted by the National Geodetic Survey in June 1991..
 FF0010
 FF0010.The geoid height was determined by GEOID03.
 FF0010
 FF0010.The dynamic height is computed by dividing the NAVD 88
 FF0010.geopotential number by the normal gravity value computed on the
 FF0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0010.degrees latitude (g = 980.6199 gals.).
 FF0010
 FF0010.The modeled gravity was interpolated from observed gravity values.
 FF0010
 FF0010;                    North         East    Units  Estimated Accuracy
 FF0010;SPC AR N     -   137,300.      541,570.      MT  (+/- 180 meters Scaled)
 FF0010
 FF0010                          SUPERSEDED SURVEY CONTROL
 FF0010
 FF0010  NGVD 29 (??/??/??)   69.422  (m)          227.76   (f) ADJUSTED    1 2
 FF0010
 FF0010.Superseded values are not recommended for survey control.
 FF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0010.See file dsdata.txt to determine how the superseded data were derived.
 FF0010
 FF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV321382(NAD 83)
 FF0010_MARKER: DD = SURVEY DISK
 FF0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0010_STAMPING: O-10-4
 FF0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0010+STABILITY: SURFACE MOTION
 FF0010
 FF0010  HISTORY     - Date     Condition        Report By
 FF0010  HISTORY     - UNK      MONUMENTED       DOD
 FF0010  HISTORY     - 1956     GOOD             CGS
 FF0010  HISTORY     - 20020802 MARK NOT FOUND   USACE
 FF0010
 FF0010                          STATION DESCRIPTION
 FF0010
 FF0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0010'2.1 MI NW FROM MARKED TREE.
 FF0010'ABOUT 2.1 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0010'RAILWAY FROM THE STATION AT MARKED TREE, AT CROSSING OF A LEVEE
 FF0010'AND THE TRACK, 30 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 34 1/2
 FF0010'FEET NORTH-NORTHEAST OF CENTER OF CROSSING OF TRACK AND TOP OF LEVEE,
 FF0010'60 FEET NORTH OF CENTER OF CROSSING OF GRAVEL ROAD WHICH FOLLOWS
 FF0010'THE LEVEE AND THE TRACK, 17 FEET WEST-NORTHWEST OF CENTER LINE
 FF0010'OF ROAD FOLLOWING THE LEVEE, 17 1/2 FEET NORTH-NORTHEAST OF A
 FF0010'CROSSING WARNING SIG, 75 FEET NORTHWEST AND ACROSS ROAD FROM
 FF0010'TELEPHONE POLE NO. 445/10, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 FF0010'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE
 FF0010'DISK IS NOT SET HORIZONTALLY IN CONCRETE POST AND THE ROD WAS
 FF0010'HELD ON THE DISK AT POINT BETWEEN THE R AND D OF ENGINEER
 FF0010'DEPARTMENT, WHICH IS THE HIGH POINT OF DISK.
 FF0010
 FF0010                          STATION RECOVERY (2002)
 FF0010
 FF0010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0650 ***********************************************************************
 FF0650  DESIGNATION -  O 12 16
 FF0650  PID         -  FF0650
 FF0650  STATE/COUNTY-  AR/ST FRANCIS
 FF0650  USGS QUAD   -  CHATFIELD (1992)
 FF0650
 FF0650                         *CURRENT SURVEY CONTROL
 FF0650  ___________________________________________________________________
 FF0650* NAD 83(1997)-  35 04 40.13860(N)    090 29 45.48002(W)     ADJUSTED  
 FF0650* NAVD 88     -        63.270  (meters)     207.58   (feet)  ADJUSTED  
 FF0650  ___________________________________________________________________
 FF0650  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 FF0650  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF0650  DYNAMIC HT  -          63.213 (meters)     207.39  (feet)  COMP
 FF0650  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 FF0650
 FF0650  HORZ ORDER  -  SECOND
 FF0650  VERT ORDER  -  FIRST     CLASS II
 FF0650
 FF0650.The horizontal coordinates were established by classical geodetic methods
 FF0650.and adjusted by the National Geodetic Survey in September 1999..
 FF0650
 FF0650.The orthometric height was determined by differential leveling
 FF0650.and adjusted by the National Geodetic Survey in June 1991..
 FF0650
 FF0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0650
 FF0650.The geoid height was determined by GEOID03.
 FF0650
 FF0650.The dynamic height is computed by dividing the NAVD 88
 FF0650.geopotential number by the normal gravity value computed on the
 FF0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0650.degrees latitude (g = 980.6199 gals.).
 FF0650
 FF0650.The modeled gravity was interpolated from observed gravity values.
 FF0650
 FF0650;                    North         East     Units Scale Factor Converg.
 FF0650;SPC AR N     -    83,641.873   537,161.540   MT  0.99997474   +0 52 30.7
 FF0650;SPC AR N     -   274,415.05  1,762,337.49   sFT  0.99997474   +0 52 30.7
 FF0650;UTM  15      - 3,884,540.784   728,305.530   MT  1.00024243   +1 26 22.8
 FF0650
 FF0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0650!SPC AR N     -   0.99999432  x   0.99997474  =   0.99996906
 FF0650!UTM  15      -   0.99999432  x   1.00024243  =   1.00023675
 FF0650
 FF0650                          SUPERSEDED SURVEY CONTROL
 FF0650
 FF0650  NAD 83(1997)-  35 04 40.14089(N)    090 29 45.47919(W) AD(       ) 2
 FF0650  NAD 83(1997)-  35 04 40.14505(N)    090 29 45.47963(W) AD(       ) 2
 FF0650  NAD 83(1986)-  35 04 40.14872(N)    090 29 45.47964(W) AD(       ) 2
 FF0650  NAD 27      -  35 04 39.81900(N)    090 29 45.11190(W) AD(       ) 2
 FF0650  NGVD 29 (??/??/??)   63.249  (m)          207.51   (f) ADJUSTED    1 2
 FF0650
 FF0650.Superseded values are not recommended for survey control.
 FF0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0650.See file dsdata.txt to determine how the superseded data were derived.
 FF0650
 FF0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2830684541(NAD 83)
 FF0650_MARKER: P = PIPE CAP
 FF0650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0650_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0650_STAMPING: O-12-16
 FF0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0650
 FF0650  HISTORY     - Date     Condition        Report By
 FF0650  HISTORY     - 1954     MONUMENTED       USE
 FF0650  HISTORY     - 1956     GOOD             CGS
 FF0650  HISTORY     - 20030326 MARK NOT FOUND   USACE
 FF0650
 FF0650                          STATION DESCRIPTION
 FF0650
 FF0650'DESCRIBED BY US ENGINEERS 1954
 FF0650'SEE STATION HETH
 FF0650
 FF0650                          STATION RECOVERY (1956)
 FF0650
 FF0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0650'AT HETH.
 FF0650'AT HETH, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FF0650'ABOUT 175 YARDS EAST-NORTHEAST OF MILE POLE 27, ABOUT 132 YARDS
 FF0650'EAST-NORTHEAST OF CROSSING OF STATE HIGHWAY 149, 90 YARDS
 FF0650'EAST-NORTHEAST OF THE FLAG STATION, 20.2 FEET NORTH-NORTHWEST OF
 FF0650'NEAR RAIL OF MAIN TRACK, 8 FEET NORTH-NORTHWEST OF NEAR RAIL OF
 FF0650'A SIDING, 12 1/2 FEET SOUTH OF SOUTH RAIL OF A SPUR TRACK AND
 FF0650'IN Y OF JUNCTION, 30.3 FEET SOUTH-SOUTHWEST AND ACROSS SPUR
 FF0650'TRACK FROM TELEPHONE POLE NO. 1236, ABOUT 1 FOOT BELOW LEVEL OF
 FF0650'MAIN TRACK AND IS A U.S.E. PIPE AND CAP SET IN CONCRETE AND
 FF0650'PROJECTING ABOUT 3 INCHES.
 FF0650
 FF0650                          STATION RECOVERY (2003)
 FF0650
 FF0650'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2044 ***********************************************************************
 FF2044  DESIGNATION -  O 12 70
 FF2044  PID         -  FF2044
 FF2044  STATE/COUNTY-  AR/CRITTENDEN
 FF2044  USGS QUAD   -  CRAWFORDSVILLE (1993)
 FF2044
 FF2044                         *CURRENT SURVEY CONTROL
 FF2044  ___________________________________________________________________
 FF2044* NAD 83(1997)-  35 12 31.80747(N)    090 17 30.58985(W)     ADJUSTED  
 FF2044* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 FF2044  ___________________________________________________________________
 FF2044  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FF2044  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF2044
 FF2044  HORZ ORDER  -  SECOND
 FF2044
 FF2044.The horizontal coordinates were established by classical geodetic methods
 FF2044.and adjusted by the National Geodetic Survey in September 1999..
 FF2044
 FF2044.The orthometric height was scaled from a topographic map.
 FF2044
 FF2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2044
 FF2044.The geoid height was determined by GEOID03.
 FF2044
 FF2044;                    North         East     Units Scale Factor Converg.
 FF2044;SPC AR N     -    98,478.529   555,523.999   MT  0.99995727   +0 59 38.3
 FF2044;SPC AR N     -   323,091.64  1,822,581.65   sFT  0.99995727   +0 59 38.3
 FF2044;SPC TN       -   105,705.051   209,326.980   MT  1.00000752   -2 30 45.4
 FF2044;SPC TN       -   346,800.65    686,766.93   sFT  1.00000752   -2 30 45.4
 FF2044;UTM  15      - 3,899,563.146   746,526.459   MT  1.00034906   +1 33 43.9
 FF2044
 FF2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2044!SPC AR N     -   0.99999361  x   0.99995727  =   0.99995088
 FF2044!SPC TN       -   0.99999361  x   1.00000752  =   1.00000113
 FF2044!UTM  15      -   0.99999361  x   1.00034906  =   1.00034267
 FF2044
 FF2044                          SUPERSEDED SURVEY CONTROL
 FF2044
 FF2044  NAD 83(1997)-  35 12 31.80821(N)    090 17 30.58937(W) AD(       ) 2
 FF2044  NAD 83(1997)-  35 12 31.81337(N)    090 17 30.58968(W) AD(       ) 2
 FF2044  NAD 83(1986)-  35 12 31.81797(N)    090 17 30.59058(W) AD(       ) 2
 FF2044  NAD 27      -  35 12 31.49600(N)    090 17 30.23950(W) AD(       ) 2
 FF2044
 FF2044.Superseded values are not recommended for survey control.
 FF2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2044.See file dsdata.txt to determine how the superseded data were derived.
 FF2044
 FF2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4652699563(NAD 83)
 FF2044_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2044_SP_SET: CONCRETE POST
 FF2044_MARK LOGO: CGS   
 FF2044_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2044+STABILITY: SURFACE MOTION
 FF2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2044+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1990
 FF2044
 FF2044  HISTORY     - Date     Condition        Report By
 FF2044  HISTORY     - UNK      MONUMENTED       DOD
 FF2044  HISTORY     - 1954     GOOD             USE
 FF2044  HISTORY     - 19901210 SEE DESCRIPTION  NGS
 FF2044
 FF2044                          STATION DESCRIPTION
 FF2044
 FF2044'DESCRIBED BY US ENGINEERS 1954
 FF2044'SEE STATION VINCENT
 FF2044
 FF2044                          STATION RECOVERY (1990)
 FF2044
 FF2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF2044'THERE HAS BEEN GRADING AT THIS LOCATION AND AFTER A THOROUGH SEARCH OF
 FF2044'THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0489 ***********************************************************************
 GE0489  DESIGNATION -  O 2
 GE0489  PID         -  GE0489
 GE0489  STATE/COUNTY-  AR/LAWRENCE
 GE0489  USGS QUAD   -  BLACK ROCK (1974)
 GE0489
 GE0489                         *CURRENT SURVEY CONTROL
 GE0489  ___________________________________________________________________
 GE0489* NAD 83(1997)-  36 05 08.44019(N)    091 03 50.05027(W)     ADJUSTED  
 GE0489* NAVD 88     -        80.451  (meters)     263.95   (feet)  ADJUSTED  
 GE0489  ___________________________________________________________________
 GE0489  X           -     -95,816.816 (meters)                     COMP
 GE0489  Y           -  -5,159,557.747 (meters)                     COMP
 GE0489  Z           -   3,735,909.475 (meters)                     COMP
 GE0489  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 GE0489  ELLIP HEIGHT-          52.33  (meters)          (09/24/01) GPS OBS
 GE0489  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GE0489  DYNAMIC HT  -          80.385 (meters)     263.73  (feet)  COMP
 GE0489  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GE0489
 GE0489  HORZ ORDER  -  FIRST
 GE0489  VERT ORDER  -  FIRST     CLASS II
 GE0489  ELLP ORDER  -  FOURTH    CLASS II
 GE0489
 GE0489.The horizontal coordinates were established by GPS observations
 GE0489.and adjusted by the National Geodetic Survey in September 1999..
 GE0489
 GE0489.The orthometric height was determined by differential leveling
 GE0489.and adjusted by the National Geodetic Survey in January 1995..
 GE0489
 GE0489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0489
 GE0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0489
 GE0489.The ellipsoidal height was determined by GPS observations
 GE0489.and is referenced to NAD 83.
 GE0489
 GE0489.The geoid height was determined by GEOID03.
 GE0489
 GE0489.The dynamic height is computed by dividing the NAVD 88
 GE0489.geopotential number by the normal gravity value computed on the
 GE0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0489.degrees latitude (g = 980.6199 gals.).
 GE0489
 GE0489.The modeled gravity was interpolated from observed gravity values.
 GE0489
 GE0489;                    North         East     Units Scale Factor Converg.
 GE0489;SPC AR N     -   194,812.834   484,307.131   MT  0.99997414   +0 32 41.0
 GE0489;SPC AR N     -   639,148.44  1,588,930.98   sFT  0.99997414   +0 32 41.0
 GE0489;UTM  15      - 3,995,186.535   674,317.138   MT  0.99997442   +1 08 26.3
 GE0489
 GE0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0489!SPC AR N     -   0.99999179  x   0.99997414  =   0.99996593
 GE0489!UTM  15      -   0.99999179  x   0.99997442  =   0.99996621
 GE0489
 GE0489                          SUPERSEDED SURVEY CONTROL
 GE0489
 GE0489  ELLIP H (09/14/99)   52.35   (m)                       GP(       ) 4 1
 GE0489  NAD 83(1986)-  36 05 08.45128(N)    091 03 50.05187(W) AD(       ) 1
 GE0489  NAVD 88 (06/15/91)   80.494  (m)          264.09   (f) UNKNOWN     1 2
 GE0489  NGVD 29 (10/05/93)   80.361  (m)          263.65   (f) ADJUSTED    1 2
 GE0489
 GE0489.Superseded values are not recommended for survey control.
 GE0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0489.See file dsdata.txt to determine how the superseded data were derived.
 GE0489
 GE0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7431795187(NAD 83)
 GE0489_MARKER: DB = BENCH MARK DISK
 GE0489_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0489_SP_SET: HEADWALL
 GE0489_STAMPING: O 2 1928 263.792
 GE0489_MARK LOGO: CGS   
 GE0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0489+STABILITY: SURFACE MOTION
 GE0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0489+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE0489
 GE0489  HISTORY     - Date     Condition        Report By
 GE0489  HISTORY     - 1928     MONUMENTED       CGS
 GE0489  HISTORY     - 1953     GOOD             NGS
 GE0489  HISTORY     - 19900323 GOOD             NGS
 GE0489  HISTORY     - 19920323 GOOD             NGS
 GE0489  HISTORY     - 20021026 GOOD             USACE
 GE0489
 GE0489                          STATION DESCRIPTION
 GE0489
 GE0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0489'0.2 MI SE FROM PORTIA.
 GE0489'0.2 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0489'FROM THE STATION AT PORTIA.  BETWEEN POLES 392/16 AND 392/17, AT
 GE0489'THE SOUTHEAST CORNER OF THE SECOND ROAD CROSSING EAST OF THE
 GE0489'STATION, 26.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 19 FEET
 GE0489'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AT A CONCRETE CULVERT,
 GE0489'IN THE TOP OF THE SOUTH HEADWALL, AND 1 FOOT WEST OF THE EAST
 GE0489'END OF THE HEADWALL.
 GE0489
 GE0489                          STATION RECOVERY (1953)
 GE0489
 GE0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GE0489'RECOVERED IN GOOD CONDITION.
 GE0489
 GE0489                          STATION RECOVERY (1990)
 GE0489
 GE0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0489'STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) WEST-NORTHWEST OF WALNUT
 GE0489'RIDGE, 9.1 KM (5.7 MI) NORTHWEST OF HOXIE, AND 0.4 KM (0.2 MI)
 GE0489'SOUTHEAST OF PORTIA.  OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 GE0489'TO REACH FROM THE POST OFFICE IN PORTIA.  GO SOUTHEAST ON U.S.HIGHWAY
 GE0489'63 FOR 0.39 KM (0.24 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 GE0489'GRAVELED ROAD FOR 150 FEET TO THE STATION ON THE RIGHT.  JUST BEFORE
 GE0489'CROSSING THE BURLINGTON NORTHERN RAILROAD.  IN THE SOUTHEAST END OF
 GE0489'THE SOUTHWEST HEADWALL OF A 12X4 FOOT CONCRETE BOX CULVERT UNDER THE
 GE0489'RAILROAD.
 GE0489'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---O 2 1928
 GE0489'263.792---.  SET IN THE TOP OF A CONCRETE HEADWALL THAT IS FLUSH WITH
 GE0489'THE GROUND.  IT IS 7.7 M (25.3 FT) EAST OF THE CENTER OF A GRAVELED
 GE0489'ROAD, 5.1 M (16.7 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.35 M
 GE0489'(1.15 FT) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 GE0489'USE A 8 FOOT TRIPOD OR TRIVET.
 GE0489'DESCRIBED BY E.J.HANSMANN.  CHECKED BY R.D.BALL.
 GE0489
 GE0489                          STATION RECOVERY (1992)
 GE0489
 GE0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0489'0.4 KM (0.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 GE0489'IN POSTIA, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST
 GE0489'END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE
 GE0489'BURLINGTON NORTHERN RAILROAD, 37.3 M (122.4 FT) NORTHEAST OF THE
 GE0489'HIGHWAY CENTERLINE, 7.3 M (24.0 FT) SOUTHEAST OF THE CENTER OF A
 GE0489'PAVED ROAD, 5.1 M (16.7 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.6 M
 GE0489'(2.0 FT) BELOW THE LEVEL OF THE TRACK.
 GE0489
 GE0489                          STATION RECOVERY (2002)
 GE0489
 GE0489'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0739 ***********************************************************************
 FF0739  DESIGNATION -  O 3
 FF0739  PID         -  FF0739
 FF0739  STATE/COUNTY-  AR/CRAIGHEAD
 FF0739  USGS QUAD   -  JONESBORO (1983)
 FF0739
 FF0739                         *CURRENT SURVEY CONTROL
 FF0739  ___________________________________________________________________
 FF0739* NAD 83(1986)-  35 49 45.     (N)    090 39 42.     (W)     SCALED    
 FF0739* NAVD 88     -        79.402  (meters)     260.50   (feet)  ADJUSTED  
 FF0739  ___________________________________________________________________
 FF0739  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF0739  DYNAMIC HT  -          79.334 (meters)     260.28  (feet)  COMP
 FF0739  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 FF0739
 FF0739  VERT ORDER  -  FIRST     CLASS II
 FF0739
 FF0739.The horizontal coordinates were scaled from a topographic map and have
 FF0739.an estimated accuracy of +/- 6 seconds.
 FF0739
 FF0739.The orthometric height was determined by differential leveling
 FF0739.and adjusted by the National Geodetic Survey in June 1991..
 FF0739
 FF0739.The geoid height was determined by GEOID03.
 FF0739
 FF0739.The dynamic height is computed by dividing the NAVD 88
 FF0739.geopotential number by the normal gravity value computed on the
 FF0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0739.degrees latitude (g = 980.6199 gals.).
 FF0739
 FF0739.The modeled gravity was interpolated from observed gravity values.
 FF0739
 FF0739;                    North         East    Units  Estimated Accuracy
 FF0739;SPC AR N     -   166,770.      520,920.      MT  (+/- 180 meters Scaled)
 FF0739
 FF0739                          SUPERSEDED SURVEY CONTROL
 FF0739
 FF0739  NGVD 29 (??/??/??)   79.314  (m)          260.22   (f) ADJUSTED    1 2
 FF0739
 FF0739.Superseded values are not recommended for survey control.
 FF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0739.See file dsdata.txt to determine how the superseded data were derived.
 FF0739
 FF0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV112675(NAD 83)
 FF0739_MARKER: DB = BENCH MARK DISK
 FF0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0739_STAMPING: 260.216 O 3 1928
 FF0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0739+STABILITY: SURFACE MOTION
 FF0739
 FF0739  HISTORY     - Date     Condition        Report By
 FF0739  HISTORY     - 1928     MONUMENTED       CGS
 FF0739  HISTORY     - 1956     GOOD             CGS
 FF0739  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0739  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0739
 FF0739                          STATION DESCRIPTION
 FF0739
 FF0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0739'1 MI NW FROM NETTLETON.
 FF0739'1.0 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0739'THE STATION AT NETTLETON, ACROSS TRACKS FROM A POINT BETWEEN
 FF0739'TELEPHONE POLES NO. 422/27 AND 422/28, AT A POINT WHERE U.S. HIGHWAY
 FF0739'63 TURNS WEST AWAY FROM TRACK AND FOLLOWS THE TRACK TO THE SOUTHEAST,
 FF0739'41 FEET SOUTHWEST OF SOUTHWEST RAIL, 88 FEET NORTH OF CENTER LINE
 FF0739'OF HIGHWAY 63, 54 FEET EAST OF EAST CORNER OF A BRICK BUILDING
 FF0739'(TELEPHONE CONTROL BUILDING), 10 1/2 FEET SOUTHWEST OF A TELEPHONE
 FF0739'POLE, 5 1/2 FEET NORTHEAST OF A FENCE LINE, ABOUT 3 FEET BELOW
 FF0739'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0739'20 INCHES.  NOTE-- THE POST IS APPARENTLY SOLID AND PROBABLY ABOUT
 FF0739'2 FEET IN GROUND AND WILL PROBABLY HOLD ITS PRESENT ELEVATION SINCE
 FF0739'IT IS IN A PROTECTED AREA.
 FF0739
 FF0739                          STATION RECOVERY (1978)
 FF0739
 FF0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0739'MARK NOT FOUND.
 FF0739
 FF0739                          STATION RECOVERY (1978)
 FF0739
 FF0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0235 ***********************************************************************
 FF0235  DESIGNATION -  O 5=RICEVILLE RM 2
 FF0235  PID         -  FF0235
 FF0235  STATE/COUNTY-  AR/CRITTENDEN
 FF0235  USGS QUAD   -  FLETCHER LAKE (1993)
 FF0235
 FF0235                         *CURRENT SURVEY CONTROL
 FF0235  ___________________________________________________________________
 FF0235* NAD 83(1986)-  35 07 22.     (N)    090 13 36.     (W)     SCALED    
 FF0235* NAVD 88     -        65.609  (meters)     215.25   (feet)  ADJUSTED  
 FF0235  ___________________________________________________________________
 FF0235  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF0235  DYNAMIC HT  -          65.550 (meters)     215.06  (feet)  COMP
 FF0235  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FF0235
 FF0235  VERT ORDER  -  FIRST     CLASS II
 FF0235
 FF0235.The horizontal coordinates were scaled from a topographic map and have
 FF0235.an estimated accuracy of +/- 6 seconds.
 FF0235
 FF0235.The orthometric height was determined by differential leveling
 FF0235.and adjusted by the National Geodetic Survey in June 1991..
 FF0235
 FF0235.The geoid height was determined by GEOID03.
 FF0235
 FF0235.The dynamic height is computed by dividing the NAVD 88
 FF0235.geopotential number by the normal gravity value computed on the
 FF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0235.degrees latitude (g = 980.6199 gals.).
 FF0235
 FF0235.The modeled gravity was interpolated from observed gravity values.
 FF0235
 FF0235;                    North         East    Units  Estimated Accuracy
 FF0235;SPC AR N     -    89,040.      561,630.      MT  (+/- 180 meters Scaled)
 FF0235
 FF0235                          SUPERSEDED SURVEY CONTROL
 FF0235
 FF0235  NGVD 29 (??/??/??)   65.584  (m)          215.17   (f) ADJUSTED    1 2
 FF0235
 FF0235.Superseded values are not recommended for survey control.
 FF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0235.See file dsdata.txt to determine how the superseded data were derived.
 FF0235
 FF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU527901(NAD 83)
 FF0235_MARKER: DB = BENCH MARK DISK
 FF0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0235_STAMPING: O 5 1928 RM 2
 FF0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0235+STABILITY: SURFACE MOTION
 FF0235
 FF0235  HISTORY     - Date     Condition        Report By
 FF0235  HISTORY     - 1928     MONUMENTED       CGS
 FF0235  HISTORY     - 1956     GOOD             CGS
 FF0235  HISTORY     - 1957     GOOD             CGS
 FF0235  HISTORY     - 20030206 MARK NOT FOUND   USACE
 FF0235
 FF0235                          STATION DESCRIPTION
 FF0235
 FF0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0235'1.9 MI W FROM HULBERT.
 FF0235'1.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0235'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, 80
 FF0235'FEET SOUTHWEST OF CENTER OF A ROAD CROSSING, 14.6 FEET
 FF0235'SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 35 1/2 FEET NORTHWEST OF
 FF0235'MILEAGE POLE NO. 11/12, 91 1/2 FEET WEST-SOUTHWEST AND ACROSS
 FF0235'ROAD FROM CROSSING SIGN, 51 FEET NORTH-NORTHWEST OF CENTER
 FF0235'LINE OF A BLACK TOP ROAD AT A POINT JUST EAST OF A CURVE IN
 FF0235'ROAD WITH TANGENTS EXTENDING SOUTH AND EAST-NORTHEAST PARALLEL
 FF0235'TO TRACK, 1 1/2 FEET NORTH-NORTHWEST OF A WHITE WOODEN WITNESS
 FF0235'POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0235'CONCRETE POST PROJECTING 2 INCHES.
 FF0235
 FF0235                          STATION RECOVERY (1957)
 FF0235
 FF0235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0235'RECOVERED IN GOOD CONDITION.
 FF0235
 FF0235                          STATION RECOVERY (2003)
 FF0235
 FF0235'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0165 ***********************************************************************
 GE0165  DESIGNATION -  O 8 3
 GE0165  PID         -  GE0165
 GE0165  STATE/COUNTY-  AR/GREENE
 GE0165  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0165
 GE0165                         *CURRENT SURVEY CONTROL
 GE0165  ___________________________________________________________________
 GE0165* NAD 83(1986)-  36 04 01.     (N)    090 25 35.     (W)     SCALED    
 GE0165* NAVD 88     -        78.408  (meters)     257.24   (feet)  ADJUSTED  
 GE0165  ___________________________________________________________________
 GE0165  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0165  DYNAMIC HT  -          78.342 (meters)     257.03  (feet)  COMP
 GE0165  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 GE0165
 GE0165  VERT ORDER  -  FIRST     CLASS II
 GE0165
 GE0165.The horizontal coordinates were scaled from a topographic map and have
 GE0165.an estimated accuracy of +/- 6 seconds.
 GE0165
 GE0165.The orthometric height was determined by differential leveling
 GE0165.and adjusted by the National Geodetic Survey in June 1991..
 GE0165
 GE0165.The geoid height was determined by GEOID03.
 GE0165
 GE0165.The dynamic height is computed by dividing the NAVD 88
 GE0165.geopotential number by the normal gravity value computed on the
 GE0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0165.degrees latitude (g = 980.6199 gals.).
 GE0165
 GE0165.The modeled gravity was interpolated from observed gravity values.
 GE0165
 GE0165;                    North         East    Units  Estimated Accuracy
 GE0165;SPC AR N     -   193,470.      541,750.      MT  (+/- 180 meters Scaled)
 GE0165
 GE0165                          SUPERSEDED SURVEY CONTROL
 GE0165
 GE0165  NGVD 29 (??/??/92)   78.400  (m)          257.22   (f) ADJ UNCH    1 2
 GE0165
 GE0165.Superseded values are not recommended for survey control.
 GE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0165.See file dsdata.txt to determine how the superseded data were derived.
 GE0165
 GE0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV317944(NAD 83)
 GE0165_MARKER: P = PIPE CAP
 GE0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0165_STAMPING: O-8-3
 GE0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0165+STABILITY: SURFACE MOTION
 GE0165
 GE0165  HISTORY     - Date     Condition        Report By
 GE0165  HISTORY     - UNK      MONUMENTED       DOD
 GE0165  HISTORY     - 1956     GOOD             NGS
 GE0165  HISTORY     - 20020503 MARK NOT FOUND   USACE
 GE0165
 GE0165                          STATION DESCRIPTION
 GE0165
 GE0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0165'3.8 MI E FROM PARAGOULD.
 GE0165'ABOUT 3.75 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0165'FROM THE STATION AT PARAGOULD, AT A GRAVEL ROAD CROSSING, 101 3/4
 GE0165'FEET SOUTH OF SOUTH RAIL, ABOUT 2 TELEPHONE POLES EAST OF MILE
 GE0165'POLE 106, 105 FEET SOUTH OF CENTER OF CROSSING OF ROAD AND TRACK,
 GE0165'91 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF MORNING STAR
 GE0165'METHODIST CHURCH, 32 FEET SOUTHEAST OF CENTER LINE OF A DRIVE TO
 GE0165'CHURCH, 66 FEET SOUTH OF CENTER LINE OF A ROAD PARALLELING THE
 GE0165'TRACK TO THE EAST, 30 1/2 FEET SOUTHWEST OF A FENCE CORNER, 17
 GE0165'FEET WEST OF A FENCE LINE EXTENDING SOUTH, ABOUT 1 1/2 FEET
 GE0165'BELOW LEVEL OF TRACK AND IS A U.S.E. PIPE AND CAP SET IN CONCRETE
 GE0165'PROJECTING 1 INCH.
 GE0165
 GE0165                          STATION RECOVERY (2002)
 GE0165
 GE0165'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0118 ***********************************************************************
 GE0118  DESIGNATION -  O 8 4
 GE0118  PID         -  GE0118
 GE0118  STATE/COUNTY-  AR/GREENE
 GE0118  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0118
 GE0118                         *CURRENT SURVEY CONTROL
 GE0118  ___________________________________________________________________
 GE0118* NAD 83(1986)-  36 04 00.     (N)    090 28 51.     (W)     SCALED    
 GE0118* NAVD 88     -        83.852  (meters)     275.10   (feet)  ADJUSTED  
 GE0118  ___________________________________________________________________
 GE0118  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0118  DYNAMIC HT  -          83.782 (meters)     274.87  (feet)  COMP
 GE0118  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GE0118
 GE0118  VERT ORDER  -  FIRST     CLASS II
 GE0118
 GE0118.The horizontal coordinates were scaled from a topographic map and have
 GE0118.an estimated accuracy of +/- 6 seconds.
 GE0118
 GE0118.The orthometric height was determined by differential leveling
 GE0118.and adjusted by the National Geodetic Survey in June 1991..
 GE0118
 GE0118.The geoid height was determined by GEOID03.
 GE0118
 GE0118.The dynamic height is computed by dividing the NAVD 88
 GE0118.geopotential number by the normal gravity value computed on the
 GE0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0118.degrees latitude (g = 980.6199 gals.).
 GE0118
 GE0118.The modeled gravity was interpolated from observed gravity values.
 GE0118
 GE0118;                    North         East    Units  Estimated Accuracy
 GE0118;SPC AR N     -   193,360.      536,850.      MT  (+/- 180 meters Scaled)
 GE0118
 GE0118                          SUPERSEDED SURVEY CONTROL
 GE0118
 GE0118  NGVD 29 (??/??/92)   83.843  (m)          275.07   (f) ADJ UNCH    1 2
 GE0118
 GE0118.Superseded values are not recommended for survey control.
 GE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0118.See file dsdata.txt to determine how the superseded data were derived.
 GE0118
 GE0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV268942(NAD 83)
 GE0118_MARKER: P = PIPE CAP
 GE0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0118_STAMPING: O-8-4
 GE0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0118+STABILITY: SURFACE MOTION
 GE0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0118+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 GE0118
 GE0118  HISTORY     - Date     Condition        Report By
 GE0118  HISTORY     - UNK      MONUMENTED       DOD
 GE0118  HISTORY     - 1956     GOOD             NGS
 GE0118  HISTORY     - 20020502 GOOD             USACE
 GE0118
 GE0118                          STATION DESCRIPTION
 GE0118
 GE0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0118'1.1 MI N FROM PARAGOULD.
 GE0118'ABOUT 0.75 MILE NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0118'FROM THE STATION AT PARAGOULD, THENCE ABOUT 0.35 MILE NORTHWEST
 GE0118'AND NORTH ALONG RECTOR ROAD, AT THE JUNCTION OF RECTOR ROAD
 GE0118'(NORTH-SOUTH) AND C STREET LEADING WEST, 22 FEET EAST OF CENTER
 GE0118'OF JUNCTION OF RECTOR ROAD AND C STREET, 49 FEET SOUTHWEST AND
 GE0118'ACROSS A DRIVE FROM THE SOUTHWEST CORNER OF HOUSE NO. 901 RECTOR
 GE0118'ROAD, 20 FEET NORTH-NORTHEAST OF A FIRE HYDRANT, 15 FEET NORTHEAST
 GE0118'OF EAST END OF A 12-INCH PIPE CULVERT UNDER RECTOR ROAD, 16 FEET
 GE0118'SOUTH OF CENTER LINE OF A DRIVE WAY EAST, 12 1/2 FEET SOUTHEAST
 GE0118'OF SOUTH END OF AN 18-INCH TILE PIPE CULVERT UNDER DRIVE, ABOUT
 GE0118'1 FOOT BELOW LEVEL OF RECTOR ROAD AND IS A U.S.E. CAP IN PIPE
 GE0118'SET IN CONCRETE AND ABOUT FLUSH WITH GROUND.
 GE0118
 GE0118                          STATION RECOVERY (2002)
 GE0118
 GE0118'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0119 ***********************************************************************
 GE0119  DESIGNATION -  O 8 4 RM
 GE0119  PID         -  GE0119
 GE0119  STATE/COUNTY-  AR/GREENE
 GE0119  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0119
 GE0119                         *CURRENT SURVEY CONTROL
 GE0119  ___________________________________________________________________
 GE0119* NAD 83(1986)-  36 03 59.     (N)    090 28 59.     (W)     SCALED    
 GE0119* NAVD 88     -        84.053  (meters)     275.76   (feet)  ADJUSTED  
 GE0119  ___________________________________________________________________
 GE0119  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE0119  DYNAMIC HT  -          83.983 (meters)     275.53  (feet)  COMP
 GE0119  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 GE0119
 GE0119  VERT ORDER  -  FIRST     CLASS II
 GE0119
 GE0119.The horizontal coordinates were scaled from a topographic map and have
 GE0119.an estimated accuracy of +/- 6 seconds.
 GE0119
 GE0119.The orthometric height was determined by differential leveling
 GE0119.and adjusted by the National Geodetic Survey in June 1991..
 GE0119
 GE0119.The geoid height was determined by GEOID03.
 GE0119
 GE0119.The dynamic height is computed by dividing the NAVD 88
 GE0119.geopotential number by the normal gravity value computed on the
 GE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0119.degrees latitude (g = 980.6199 gals.).
 GE0119
 GE0119.The modeled gravity was interpolated from observed gravity values.
 GE0119
 GE0119;                    North         East    Units  Estimated Accuracy
 GE0119;SPC AR N     -   193,320.      536,650.      MT  (+/- 180 meters Scaled)
 GE0119
 GE0119                          SUPERSEDED SURVEY CONTROL
 GE0119
 GE0119  NGVD 29 (??/??/92)   84.044  (m)          275.73   (f) ADJ UNCH    1 2
 GE0119
 GE0119.Superseded values are not recommended for survey control.
 GE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0119.See file dsdata.txt to determine how the superseded data were derived.
 GE0119
 GE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV266942(NAD 83)
 GE0119_MARKER: DD = SURVEY DISK
 GE0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0119_STAMPING: REF MARK
 GE0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0119+STABILITY: SURFACE MOTION
 GE0119
 GE0119  HISTORY     - Date     Condition        Report By
 GE0119  HISTORY     - UNK      MONUMENTED       DOD
 GE0119  HISTORY     - 1956     GOOD             NGS
 GE0119  HISTORY     - 20020503 MARK NOT FOUND   USACE
 GE0119
 GE0119                          STATION DESCRIPTION
 GE0119
 GE0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0119'1.2 MI NW FROM PARAGOULD.
 GE0119'ABOUT 1.15 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 GE0119'FROM THE STATION AT PARAGOULD, AT THE WEST DEAD END OF C STREET,
 GE0119'44 FEET EAST OF EAST RAIL, 51 FEET SOUTH OF TELEPHONE POLE NO.
 GE0119'218/13, 26 1/2 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF
 GE0119'HOUSE NO. 200 C STREET, 19 1/2 FEET NORTHWEST OF AN 8-INCH BOX
 GE0119'ELDER TREE, 3 1/2 FEET WEST OF A FENCE LINE, IN THE EXTENDED
 GE0119'CENTER LINE OF C STREET LEADING EAST, ABOUT 4 FEET BELOW LEVEL
 GE0119'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GE0119'THE MARK IS REACHED FROM THE STATION AT PARAGOULD BY GOING ABOUT
 GE0119'0.75 MILE NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, THENCE
 GE0119'ABOUT 0.35 MILE NORTHWEST AND NORTH ALONG RECTOR ROAD, THENCE
 GE0119'ABOUT 0.15 MILE WEST ALONG C STREET TO THE MISSOURI PACIFIC
 GE0119'RAILROAD.  THE CHISELED ARROW POINTS TO BM O-8-4 (U.S.E.) WHICH
 GE0119'IS AT JUNCTION OF RECTOR ROAD AND C STREET.  NOTE-- THE ROD WAS
 GE0119'HELD BETWEEN THE LETTERS R AND D OF THE CASTING ENGINEER
 GE0119'DEPARTMENT WHICH IS HIGH POINT OF DISK.
 GE0119
 GE0119                          STATION RECOVERY (2002)
 GE0119
 GE0119'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0129 ***********************************************************************
 GE0129  DESIGNATION -  O 8 5
 GE0129  PID         -  GE0129
 GE0129  STATE/COUNTY-  AR/GREENE
 GE0129  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0129
 GE0129                         *CURRENT SURVEY CONTROL
 GE0129  ___________________________________________________________________
 GE0129* NAD 83(1986)-  36 07 00.     (N)    090 29 25.     (W)     SCALED    
 GE0129* NAVD 88     -        96.873  (meters)     317.82   (feet)  ADJUSTED  
 GE0129  ___________________________________________________________________
 GE0129  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GE0129  DYNAMIC HT  -          96.792 (meters)     317.56  (feet)  COMP
 GE0129  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GE0129
 GE0129  VERT ORDER  -  FIRST     CLASS II
 GE0129
 GE0129.The horizontal coordinates were scaled from a topographic map and have
 GE0129.an estimated accuracy of +/- 6 seconds.
 GE0129
 GE0129.The orthometric height was determined by differential leveling
 GE0129.and adjusted by the National Geodetic Survey in June 1991..
 GE0129
 GE0129.The geoid height was determined by GEOID03.
 GE0129
 GE0129.The dynamic height is computed by dividing the NAVD 88
 GE0129.geopotential number by the normal gravity value computed on the
 GE0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0129.degrees latitude (g = 980.6199 gals.).
 GE0129
 GE0129.The modeled gravity was interpolated from observed gravity values.
 GE0129
 GE0129;                    North         East    Units  Estimated Accuracy
 GE0129;SPC AR N     -   198,890.      535,910.      MT  (+/- 180 meters Scaled)
 GE0129
 GE0129                          SUPERSEDED SURVEY CONTROL
 GE0129
 GE0129  NGVD 29 (??/??/92)   96.864  (m)          317.79   (f) ADJ UNCH    1 2
 GE0129
 GE0129.Superseded values are not recommended for survey control.
 GE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0129.See file dsdata.txt to determine how the superseded data were derived.
 GE0129
 GE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV258998(NAD 83)
 GE0129_MARKER: DD = SURVEY DISK
 GE0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0129_STAMPING: 0-8-5
 GE0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0129+STABILITY: SURFACE MOTION
 GE0129
 GE0129  HISTORY     - Date     Condition        Report By
 GE0129  HISTORY     - UNK      MONUMENTED       DOD
 GE0129  HISTORY     - 1956     GOOD             NGS
 GE0129  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GE0129
 GE0129                          STATION DESCRIPTION
 GE0129
 GE0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0129'4.6 MI NW FROM PARAGOULD.
 GE0129'ABOUT 4.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 GE0129'FROM THE STATION AT PARAGOULD, ABOUT 2 1/2 TELEPHONE POLES NORTH
 GE0129'OF A PRIVATE ROAD CROSSING, ON THE OUTSIDE OF A CURVE IN
 GE0129'TRACK WITH TANGENTS EXTENDING SOUTH AND NORTH-NORTHWEST, 40 1/2
 GE0129'FEET EAST-NORTHEAST OF NEAR RAIL OF TRACK, 359 1/2 FEET NORTH
 GE0129'AND ACROSS TRACK FROM MILE POST 215, 11 1/2 FEET NORTH OF
 GE0129'TELEPHONE MILEAGE POLE 214/28, 7 1/2 FEET WEST-SOUTHWEST OF A
 GE0129'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0129'1 1/2 INCHES.
 GE0129
 GE0129                          STATION RECOVERY (2002)
 GE0129
 GE0129'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0106 ***********************************************************************
 GE0106  DESIGNATION -  O 8 9
 GE0106  PID         -  GE0106
 GE0106  STATE/COUNTY-  AR/GREENE
 GE0106  USGS QUAD   -  MARMADUKE (1992)
 GE0106
 GE0106                         *CURRENT SURVEY CONTROL
 GE0106  ___________________________________________________________________
 GE0106* NAD 83(1997)-  36 08 36.65601(N)    090 24 46.76119(W)     ADJUSTED  
 GE0106* NAVD 88     -        81.530  (meters)     267.49   (feet)  ADJUSTED  
 GE0106  ___________________________________________________________________
 GE0106  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GE0106  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0106  DYNAMIC HT  -          81.463 (meters)     267.27  (feet)  COMP
 GE0106  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GE0106
 GE0106  HORZ ORDER  -  SECOND
 GE0106  VERT ORDER  -  FIRST     CLASS II
 GE0106
 GE0106.The horizontal coordinates were established by classical geodetic methods
 GE0106.and adjusted by the National Geodetic Survey in September 1999..
 GE0106
 GE0106.The orthometric height was determined by differential leveling
 GE0106.and adjusted by the National Geodetic Survey in June 1991..
 GE0106
 GE0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0106
 GE0106.The geoid height was determined by GEOID03.
 GE0106
 GE0106.The dynamic height is computed by dividing the NAVD 88
 GE0106.geopotential number by the normal gravity value computed on the
 GE0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0106.degrees latitude (g = 980.6199 gals.).
 GE0106
 GE0106.The modeled gravity was interpolated from observed gravity values.
 GE0106
 GE0106;                    North         East     Units Scale Factor Converg.
 GE0106;SPC AR N     -   201,980.692   542,822.490   MT  0.99998348   +0 55 24.5
 GE0106;SPC AR N     -   662,664.99  1,780,910.12   sFT  0.99998348   +0 55 24.5
 GE0106;SPC MO E     -    34,418.656   257,830.453   MT  0.99993409   +0 03 04.8
 GE0106;UTM  15      - 4,002,967.188   732,762.213   MT  1.00026760   +1 31 35.5
 GE0106
 GE0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0106!SPC AR N     -   0.99999164  x   0.99998348  =   0.99997512
 GE0106!SPC MO E     -   0.99999164  x   0.99993409  =   0.99992573
 GE0106!UTM  15      -   0.99999164  x   1.00026760  =   1.00025924
 GE0106
 GE0106                          SUPERSEDED SURVEY CONTROL
 GE0106
 GE0106  NAD 83(1986)-  36 08 36.66677(N)    090 24 46.76187(W) AD(       ) 2
 GE0106  NAD 27      -  36 08 36.42720(N)    090 24 46.38680(W) AD(       ) 2
 GE0106  NGVD 29 (??/??/92)   81.522  (m)          267.46   (f) ADJ UNCH    1 2
 GE0106
 GE0106.Superseded values are not recommended for survey control.
 GE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0106.See file dsdata.txt to determine how the superseded data were derived.
 GE0106
 GE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3276202967(NAD 83)
 GE0106_MARKER: DD = SURVEY DISK
 GE0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0106_STAMPING: O-8-9
 GE0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0106+STABILITY: SURFACE MOTION
 GE0106
 GE0106  HISTORY     - Date     Condition        Report By
 GE0106  HISTORY     - UNK      MONUMENTED       DOD
 GE0106  HISTORY     - 1956     GOOD             NGS
 GE0106  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0106
 GE0106                          STATION DESCRIPTION
 GE0106
 GE0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0106'3.6 MI SW FROM MARMADUKE.
 GE0106'ABOUT 3.45 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0106'RAILWAY FROM THE STATION AT MARMADUKE, THENCE ABOUT 0.2 MILE
 GE0106'EAST ALONG A GRAVEL ROAD, 12 FEET SOUTH OF CENTER LINE OF ROAD,
 GE0106'82.94 FEET WEST OF REFERENCE MARK HALLIDAY RM NO. 1, 32.84
 GE0106'FEET EAST OF HALLIDAY RM NO. 2, 50 FEET SOUTHWEST AND ACROSS ROAD
 GE0106'FROM A TRIANGULAR BLAZED 30-INCH HICKORY TREE, 69.95 FEET
 GE0106'SOUTH-SOUTHWEST AND ACROSS ROAD FROM HALLIDAY STATION MARK, 3 FEET
 GE0106'NORTH OF A FENCE LINE, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND
 GE0106'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GE0106
 GE0106                          STATION RECOVERY (2002)
 GE0106
 GE0106'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0087 ***********************************************************************
 FF0087  DESIGNATION -  O 9 17
 FF0087  PID         -  FF0087
 FF0087  STATE/COUNTY-  AR/CRAIGHEAD
 FF0087  USGS QUAD   -  LEACHVILLE (1983)
 FF0087
 FF0087                         *CURRENT SURVEY CONTROL
 FF0087  ___________________________________________________________________
 FF0087* NAD 83(1997)-  35 53 26.75743(N)    090 21 01.51043(W)     ADJUSTED  
 FF0087* NAVD 88     -        71.821  (meters)     235.63   (feet)  POSTED    
 FF0087  ___________________________________________________________________
 FF0087  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FF0087  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FF0087  DYNAMIC HT  -          71.760 (meters)     235.43  (feet)  COMP
 FF0087  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 FF0087
 FF0087  HORZ ORDER  -  SECOND
 FF0087  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0087
 FF0087.The horizontal coordinates were established by classical geodetic methods
 FF0087.and adjusted by the National Geodetic Survey in September 1999..
 FF0087
 FF0087.The orthometric height was determined by differential leveling
 FF0087.and adjusted by the National Geodetic Survey in 1992..
 FF0087.No vertical observational check was made to the station.
 FF0087.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0087.was located on a no-check spur therefore a value was not computed.
 FF0087
 FF0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0087
 FF0087.The geoid height was determined by GEOID03.
 FF0087
 FF0087.The dynamic height is computed by dividing the NAVD 88
 FF0087.geopotential number by the normal gravity value computed on the
 FF0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0087.degrees latitude (g = 980.6199 gals.).
 FF0087
 FF0087.The modeled gravity was interpolated from observed gravity values.
 FF0087
 FF0087;                    North         East     Units Scale Factor Converg.
 FF0087;SPC AR N     -   174,033.226   548,922.712   MT  0.99995020   +0 57 35.6
 FF0087;SPC AR N     -   570,974.01  1,800,923.93   sFT  0.99995020   +0 57 35.6
 FF0087;SPC MO E     -     6,382.429   263,504.403   MT  0.99993558   +0 05 15.7
 FF0087;UTM  15      - 3,975,076.034   739,156.148   MT  1.00030483   +1 33 14.5
 FF0087
 FF0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0087!SPC AR N     -   0.99999314  x   0.99995020  =   0.99994334
 FF0087!SPC MO E     -   0.99999314  x   0.99993558  =   0.99992872
 FF0087!UTM  15      -   0.99999314  x   1.00030483  =   1.00029797
 FF0087
 FF0087                          SUPERSEDED SURVEY CONTROL
 FF0087
 FF0087  NAD 83(1997)-  35 53 26.76620(N)    090 21 01.51176(W) AD(       ) 2
 FF0087  NAD 83(1986)-  35 53 26.76901(N)    090 21 01.51087(W) AD(       ) 2
 FF0087  NAD 27      -  35 53 26.50750(N)    090 21 01.14570(W) AD(       ) 2
 FF0087  NGVD 29 (??/??/??)   71.788  (m)          235.52   (f) ADJUSTED    1 2
 FF0087
 FF0087.Superseded values are not recommended for survey control.
 FF0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0087.See file dsdata.txt to determine how the superseded data were derived.
 FF0087
 FF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3915675076(NAD 83)
 FF0087_MARKER: P = PIPE CAP
 FF0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0087_STAMPING: O-9-17
 FF0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0087
 FF0087  HISTORY     - Date     Condition        Report By
 FF0087  HISTORY     - 1955     MONUMENTED       USE
 FF0087  HISTORY     - 1956     GOOD             CGS
 FF0087  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0087
 FF0087                          STATION DESCRIPTION
 FF0087
 FF0087'DESCRIBED BY US ENGINEERS 1955 (JCM)
 FF0087'THE STATION IS LOCATED ABOUT 0.4 MILE FROM THE MAIN CROSS
 FF0087'STREETS IN MONETTE, 47 FEET NORTHWEST OF THE CENTER OF THE
 FF0087'INTERSECTION OF DREW AVENUE AND STATE HIGHWAY 18, 40 FEET WEST
 FF0087'OF THE CENTER OF DREW AVENUE, 14 FEET NORTHWEST OF A TELEPHONE
 FF0087'POLE.  THE MARK IS A BRONZE DISK OF THE UNITED STATES ENGINEER
 FF0087'DEPARTMENT SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER THAT
 FF0087'PROJECTS 6 INCHES AND THE DISK IS STAMPED 0-9-17.
 FF0087'
 FF0087'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MONETTE
 FF0087'AND THE DISTANCE WAS FOUND TO BE 100.45 FEET OR 30.617 METERS.
 FF0087
 FF0087                          STATION RECOVERY (1956)
 FF0087
 FF0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0087'AT MONETTE.
 FF0087'AT MONETTE, ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 18 (DREW
 FF0087'AVENUE) FROM CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY, AT
 FF0087'INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, NORTH AND ACROSS
 FF0087'HIGHWAY FROM THE NORTHEAST CORNER OF GROUNDS OF MONETTE HIGH
 FF0087'SCHOOL, 31 FEET NORTH OF CENTER LINE OF HIGHWAY, 39 FEET WEST OF
 FF0087'CENTER LINE OF ROAD NORTH, 14.3 FEET NORTHWEST OF A TELEPHONE
 FF0087'POLE, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND IS A U.S.E. PIPE
 FF0087'AND CAP SET IN CONCRETE AND PROJECTING 5 INCHES.
 FF0087
 FF0087                          STATION RECOVERY (2002)
 FF0087
 FF0087'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3045 ***********************************************************************
 EH3045  DESIGNATION -  OAK
 EH3045  PID         -  EH3045
 EH3045  STATE/COUNTY-  AR/PRAIRIE
 EH3045  USGS QUAD   -  DES ARC WEST (1994)
 EH3045
 EH3045                         *CURRENT SURVEY CONTROL
 EH3045  ___________________________________________________________________
 EH3045* NAD 83(1997)-  34 54 20.81906(N)    091 34 26.17395(W)     ADJUSTED  
 EH3045* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 EH3045  ___________________________________________________________________
 EH3045  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 EH3045  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH3045
 EH3045  HORZ ORDER  -  SECOND
 EH3045
 EH3045.The horizontal coordinates were established by classical geodetic methods
 EH3045.and adjusted by the National Geodetic Survey in September 1999..
 EH3045
 EH3045.The orthometric height was scaled from a topographic map.
 EH3045
 EH3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3045
 EH3045.The geoid height was determined by GEOID03.
 EH3045
 EH3045;                    North         East     Units Scale Factor Converg.
 EH3045;SPC AR S     -   648,438.412   438,940.233   MT  1.00003399   +0 14 18.5
 EH3045;SPC AR S     - 2,127,418.36  1,440,089.75   sFT  1.00003399   +0 14 18.5
 EH3045;UTM  15      - 3,863,522.745   630,284.255   MT  0.99980920   +0 48 58.1
 EH3045
 EH3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3045!SPC AR S     -   0.99999404  x   1.00003399  =   1.00002803
 EH3045!UTM  15      -   0.99999404  x   0.99980920  =   0.99980324
 EH3045
 EH3045|---------------------------------------------------------------------|
 EH3045| PID    Reference Object                     Distance      Geod. Az  |
 EH3045|                                                           dddmmss.s |
 EH3045| CY7042 OAK RM 1                             25.085 METERS 02328     |
 EH3045| EH3046 DES ARC ARK RICE GROWERS ELEV       APPROX.10.3 KM 0324221.6 |
 EH3045| EH2940 DES ARC MUNICIPAL TANK              APPROX.10.6 KM 0412603.5 |
 EH3045| CY7041 OAK AZ MK                                          0964843.8 |
 EH3045| EH2936 FREDONIA RESET                      APPROX.17.4 KM 1195937.2 |
 EH3045| EH3048 LOT 5 MI NW OF DEVALLS BLUFF        APPROX. 8.7 KM 1394219.4 |
 EH3045| EH2933 DEVALLS BLUFF MUNICIPAL TANK        APPROX.17.0 KM 1432140.6 |
 EH3045| CY7043 OAK RM 2                             24.335 METERS 16315     |
 EH3045| EH3050 HAZEN ARK RICE GROWERS DRIER        APPROX.14.0 KM 1881231.5 |
 EH3045|---------------------------------------------------------------------|
 EH3045
 EH3045                          SUPERSEDED SURVEY CONTROL
 EH3045
 EH3045  NAD 83(1986)-  34 54 20.82392(N)    091 34 26.17036(W) AD(       ) 2
 EH3045  NAD 27      -  34 54 20.49936(N)    091 34 25.69170(W) AD(       ) 2
 EH3045
 EH3045.Superseded values are not recommended for survey control.
 EH3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3045.See file dsdata.txt to determine how the superseded data were derived.
 EH3045
 EH3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3028463523(NAD 83)
 EH3045_MARKER: DS = TRIANGULATION STATION DISK
 EH3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3045
 EH3045  HISTORY     - Date     Condition        Report By
 EH3045  HISTORY     - 1954     MONUMENTED       CGS
 EH3045  HISTORY     - 1967     GOOD             CGS
 EH3045
 EH3045                          STATION DESCRIPTION
 EH3045
 EH3045'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH3045'THE STATION IS ABOUT 9 MILES NORTH OF HAZEN, 6.8 MILES SOUTHWEST
 EH3045'OF DES ARC, 0.5 MILE WEST OF STATE HIGHWAY 11, 200 FEET
 EH3045'NORTHWEST OF A T-INTERSECTION, 42 FEET WEST OF A DIRT ROAD,
 EH3045'39 FEET EAST OF A WIRE FENCE, 30 FEET WEST OF A WIRE FENCE
 EH3045'AND 8 FEET SOUTHEAST OF A 4 IN X 4 IN WITNESS POST.
 EH3045'
 EH3045'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EH3045'OAK 1954.
 EH3045'
 EH3045'TO REACH THE STATION FROM THE RAILWAY STATION IN DES ARC
 EH3045'GO WEST ON STATE HIGHWAY 38 FOR 4.0 MILES TO A GROCERY STORE
 EH3045'ON THE RIGHT, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 11
 EH3045'FOR 5.0 MILES TO A CROSS ROAD, TURN RIGHT AND GO WEST FOR
 EH3045'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 EH3045'CONTINUE WEST FOR 0.25 MILE TO A T-INTERSECTION AND THE
 EH3045'STATION ON THE RIGHT AS DESCRIBED.
 EH3045'
 EH3045'REFERENCE MARK NO. 1 IS 13 FEET WEST OF THE DIRT ROAD AND
 EH3045'1 FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 EH3045'AND THE DISK IS STAMPED OAK NO 1 1954.
 EH3045'
 EH3045'REFERENCE MARK NO. 2 IS 14 FEET WEST OF THE DIRT ROAD AND
 EH3045'1 FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 EH3045'AND THE DISK IS STAMPED OAK NO 2 1954.
 EH3045'
 EH3045'THE AZIMUTH MARK IS 25 FEET NORTH OF THE ROAD, 25 FEET WEST
 EH3045'OF A GATE, 3 FEET WEST-NORTHWEST OF A 4 IN X 4 IN WITNESS
 EH3045'POST AND 2 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 EH3045'4 INCHES AND THE DISK IS STAMPED OAK 1954.
 EH3045'
 EH3045'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH3045
 EH3045                          STATION RECOVERY (1967)
 EH3045
 EH3045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3045'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EH3045'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED AND
 EH3045'THE DISK RECOVERED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH3045'
 EH3045'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF HAZEN, 7 MILES
 EH3045'SOUTHWEST OF DES ARC AND 1/2 MILE WEST OF STATE HIGHWAY 11.
 EH3045'
 EH3045'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 38 ABOUT
 EH3045'4 MILES WEST OF DES ARC, GO SOUTH ON STATE HIGHWAY 11 FOR
 EH3045'5.0 MILES TO A CROSS ROAD.  TURN RIGHT AND GO WEST ON GRADED
 EH3045'ROAD FOR 0.5 MILE TO A CROSS ROAD AND STATION IN THE NORTHWEST
 EH3045'ANGLE OF THE INTERSECTION.
 EH3045'
 EH3045'STATION MARK IS A STANDARD DISK, STAMPED OAK 1954, SET IN
 EH3045'THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT
 EH3045'IS 163 FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSS ROAD,
 EH3045'45 FEET WEST OF THE CENTER OF A GRADED ROAD AND 1 FOOT EAST
 EH3045'OF A METAL WITNESS POST.
 EH3045'
 EH3045'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OAK NO 1 1954,
 EH3045'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
 EH3045'IT IS 235 FEET NORTH OF THE CENTER OF THE CROSS ROAD, 21
 EH3045'FEET WEST OF THE CENTER OF THE GRADED ROAD AND 1 FOOT SOUTH
 EH3045'OF A METAL WITNESS POST.
 EH3045'
 EH3045'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OAK NO 2 1954,
 EH3045'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 EH3045'IT IS 81 FEET NORTH OF THE CENTER OF THE CROSS ROAD, 20
 EH3045'FEET WEST OF THE CENTER OF THE GRADED ROAD AND 1 FOOT NORTH
 EH3045'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0844 ***********************************************************************
 GF0844  DESIGNATION -  OAK HILL
 GF0844  PID         -  GF0844
 GF0844  STATE/COUNTY-  AR/CARROLL
 GF0844  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0844
 GF0844                         *CURRENT SURVEY CONTROL
 GF0844  ___________________________________________________________________
 GF0844* NAD 83(1997)-  36 27 31.29203(N)    093 41 27.63255(W)     ADJUSTED  
 GF0844* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 GF0844  ___________________________________________________________________
 GF0844  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GF0844  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0844
 GF0844  HORZ ORDER  -  FIRST
 GF0844
 GF0844.The horizontal coordinates were established by classical geodetic methods
 GF0844.and adjusted by the National Geodetic Survey in September 1999..
 GF0844
 GF0844.The orthometric height was scaled from a topographic map.
 GF0844
 GF0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0844
 GF0844.The geoid height was determined by GEOID03.
 GF0844
 GF0844;                    North         East     Units Scale Factor Converg.
 GF0844;SPC AR N     -   237,105.316   248,419.727   MT  1.00005232   -0 59 02.4
 GF0844;SPC AR N     -   777,903.02    815,023.72   sFT  1.00005232   -0 59 02.4
 GF0844;SPC MO C     -    70,045.675   393,244.377   MT  1.00007370   -0 42 28.1
 GF0844;SPC MO W     -    32,706.876   922,513.318   MT  1.00000594   +0 28 50.7
 GF0844;UTM  15      - 4,035,047.958   438,083.203   MT  0.99964723   -0 24 38.3
 GF0844
 GF0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0844!SPC AR N     -   0.99992831  x   1.00005232  =   0.99998062
 GF0844!SPC MO C     -   0.99992831  x   1.00007370  =   1.00000200
 GF0844!SPC MO W     -   0.99992831  x   1.00000594  =   0.99993425
 GF0844!UTM  15      -   0.99992831  x   0.99964723  =   0.99957556
 GF0844
 GF0844|---------------------------------------------------------------------|
 GF0844| PID    Reference Object                     Distance      Geod. Az  |
 GF0844|                                                           dddmmss.s |
 GF0844| CI2698 OAK HILL RM 1                        30.843 METERS 14041     |
 GF0844| CI2699 OAK HILL RM 2                        34.110 METERS 21934     |
 GF0844| CI2697 OAK HILL AZ MK                                     2710917.2 |
 GF0844|---------------------------------------------------------------------|
 GF0844
 GF0844                          SUPERSEDED SURVEY CONTROL
 GF0844
 GF0844  NAD 83(1997)-  36 27 31.29924(N)    093 41 27.63428(W) AD(       ) 1
 GF0844  NAD 83(1997)-  36 27 31.30312(N)    093 41 27.63309(W) AD(       ) 1
 GF0844  NAD 83(1986)-  36 27 31.30341(N)    093 41 27.63297(W) AD(       ) 1
 GF0844  NAD 27      -  36 27 31.05870(N)    093 41 26.94830(W) AD(       ) 1
 GF0844
 GF0844.Superseded values are not recommended for survey control.
 GF0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0844.See file dsdata.txt to determine how the superseded data were derived.
 GF0844
 GF0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3808335048(NAD 83)
 GF0844_MARKER: DS = TRIANGULATION STATION DISK
 GF0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0844+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 GF0844
 GF0844  HISTORY     - Date     Condition        Report By
 GF0844  HISTORY     - 1961     MONUMENTED       CGS
 GF0844  HISTORY     - 20021206 GOOD             GEOCAC
 GF0844
 GF0844                          STATION DESCRIPTION
 GF0844
 GF0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0844'ABOUT 4 MILES NORTH AND 2-1/2 MILES EAST OF EUREKA SPRINGS,
 GF0844'ABOUT 2-3/4 MILES SOUTH OF THE MISSOURI-ARKANSAS STATE LINE,
 GF0844'ABOUT 8 MILES SOUTHEAST OF THE VILLAGE OF EAGLE ROCK, IN
 GF0844'THE NORTHEAST 1/4 OF SEC. 25, T. 21 N., R. 26 W., AND ON
 GF0844'THE PROPERTY OF MR. OLA FARWELL.  IT IS 17 FEET SOUTHEAST
 GF0844'OF THE CENTERLINE OF A TRACK ROAD, 14 FEET WEST OF A 6 INCH
 GF0844'HICKORY TREE WITH A TRIANGULAR BLAZE ON ITS WEST SIDE AND
 GF0844'4 FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 5
 GF0844'INCHES AND THE DISK IS STAMPED OAK HILL 1961.
 GF0844'
 GF0844'TO REACH FROM THE CENTER OF THE BRIDGE OVER LAKE TABLE ROCK
 GF0844'ABOUT 2-1/2 MILES SOUTHEAST OF THE VILLAGE OF EAGLE ROCK,
 GF0844'GO SOUTHERLY ON STATE HIGHWAY 86 FOR 0.9 MILE TO A SIDE
 GF0844'ROAD RIGHT AT A POINT WHERE HIGHWAY 86 TURNS FROM SOUTH
 GF0844'TO EAST.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD P FOR 1.1
 GF0844'MILES TO A CROSSROAD AND THE MISSOURI-ARKANSAS STATE LINE.
 GF0844'CONTINUE SOUTHERLY ON STATE HIGHWAY 23 FOR 2.4 MILES TO A
 GF0844'SIDE ROAD LEFT.  CONTINUE SOUTHERLY ON HIGHWAY 23 FOR 1.35
 GF0844'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHERLY
 GF0844'ON HIGHWAY 23 FOR 0.25 MILE TO A SIDE ROAD LEFT JUST BEFORE
 GF0844'REACHING THE OAK HILL GRANGE NO. 842 ON THE LEFT.  TURN
 GF0844'LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR ABOUT 100 FEET
 GF0844'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON A
 GF0844'TRACK ROAD FOR 0.3 MILE TO A Y-FORK.  TAKE THE LEFT
 GF0844'FORK AND CONTINUE EASTERLY ON THE TRACK ROAD FOR 0.7 MILE TO
 GF0844'THE STATION ON THE RIGHT.
 GF0844'
 GF0844'REFERENCE MARK 1 IS 102 FEET SOUTHEAST OF THE WITNESS POST,
 GF0844'101 FEET EAST OF A 24 INCH OAK TREE AND 16 FEET SOUTH OF
 GF0844'AN 8 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND
 GF0844'THE DISK IS STAMPED OAK HILL NO 1 1961.
 GF0844'
 GF0844'REFERENCE MARK 2 IS 42 FEET SOUTHEAST OF A 24 INCH OAK TREE,
 GF0844'34 FEET WEST OF THE 24 INCH OAK TREE AND 29 FEET SOUTH OF
 GF0844'THE CENTERLINE OF THE TRACK ROAD.  THE MONUMENT PROJECTS
 GF0844'4 INCHES AND THE DISK IS STAMPED OAK HILL NO 2 1961.
 GF0844'
 GF0844'THE AZIMUTH MARK IS 41 FEET WEST OF THE CENTERLINE OF HIGHWAY
 GF0844'23, 5 FEET NORTH OF A T-FENCE CORNER, 3 FEET SOUTH OF A
 GF0844'WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT
 GF0844'PROJECTS 6 INCHES AND THE DISK IS STAMPED OAK HILL 1961.
 GF0844'
 GF0844'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0844
 GF0844                          STATION RECOVERY (2002)
 GF0844
 GF0844'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0844'STATION,AZIMUTH,REFERENCE 1 AND REFERENCE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1910 ***********************************************************************
 EJ1910  DESIGNATION -  OAK MOUNTAIN LOT
 EJ1910  PID         -  EJ1910
 EJ1910  STATE/COUNTY-  AR/SALINE
 EJ1910  USGS QUAD   -  NIMROD SE (1968)
 EJ1910
 EJ1910                         *CURRENT SURVEY CONTROL
 EJ1910  ___________________________________________________________________
 EJ1910* NAD 83(1997)-  34 49 04.23736(N)    093 01 55.52135(W)     ADJUSTED  
 EJ1910* NAVD 88     -                                                        
 EJ1910  ___________________________________________________________________
 EJ1910  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 EJ1910  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 EJ1910
 EJ1910  HORZ ORDER  -  THIRD
 EJ1910
 EJ1910.The horizontal coordinates were established by classical geodetic methods
 EJ1910.and adjusted by the National Geodetic Survey in September 1999..
 EJ1910
 EJ1910
 EJ1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1910
 EJ1910.The geoid height was determined by GEOID03.
 EJ1910
 EJ1910;                    North         East     Units Scale Factor Converg.
 EJ1910;SPC AR S     -   639,077.334   305,574.627   MT  1.00001181   -0 34 39.5
 EJ1910;SPC AR S     - 2,096,706.22  1,002,539.42   sFT  1.00001181   -0 34 39.5
 EJ1910;SPC AR N     -    54,247.969   305,573.538   MT  1.00002471   -0 36 02.1
 EJ1910;SPC AR N     -   177,978.54  1,002,535.85   sFT  1.00002471   -0 36 02.1
 EJ1910;UTM  15      - 3,852,843.397   497,065.327   MT  0.99960011   -0 01 06.0
 EJ1910
 EJ1910                          SUPERSEDED SURVEY CONTROL
 EJ1910
 EJ1910  NAD 83(1986)-  34 49 04.25052(N)    093 01 55.51453(W) AD(       ) 4
 EJ1910  NAD 27      -  34 49 03.91500(N)    093 01 54.89000(W) AD(       ) 3
 EJ1910
 EJ1910.Superseded values are not recommended for survey control.
 EJ1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1910.See file dsdata.txt to determine how the superseded data were derived.
 EJ1910
 EJ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9706552843(NAD 83)
 EJ1910_MARKER: 57 = LOOKOUT TOWER
 EJ1910
 EJ1910  HISTORY     - Date     Condition        Report By
 EJ1910  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1910  HISTORY     - 1940     GOOD             CGS
 EJ1910
 EJ1910                          STATION DESCRIPTION
 EJ1910
 EJ1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1910'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 EJ1910'THE CENTER OF THE OAK MOUNTAIN, UNITED STATES FOREST SERVICE
 EJ1910'LOOKOUT TOWER.  THIS IS A STEEL STRUCTURE, 100 FEET TO FLOOR
 EJ1910'OF LOOKOUT HOUSE AND 15 FEET FROM FLOOR TO PEAK OF ROOF.
 EJ1910'
 EJ1910'THE LOOKOUT IS LOCATED ON THE SUMMIT OF OAK MOUNTAIN, 11.3
 EJ1910'MILES SSW OF APLIN, AND 18.5 MILES SE OF OLA.
 EJ1910
 EJ1910                          STATION RECOVERY (1940)
 EJ1910
 EJ1910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 EJ1910'STATION IS A LOOKOUT TOWER OF THE U.S. FORESTRY SERVICE,
 EJ1910'LOCATED ON A HIGH MOUNTAIN LOCALLY KNOWN AS OAK MOUNTAIN, ABOUT
 EJ1910'9.5 MILES N OF JESSIEVILLE.
 EJ1910'
 EJ1910'THE TOWER IS OF STEEL CONSTRUCTION AND IS ABOUT 100 FEET HIGH.
 EJ1910'
 EJ1910'THIS STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2112 ***********************************************************************
 FF2112  DESIGNATION -  OAKS
 FF2112  PID         -  FF2112
 FF2112  STATE/COUNTY-  AR/POINSETT
 FF2112  USGS QUAD   -  TRUMANN (1983)
 FF2112
 FF2112                         *CURRENT SURVEY CONTROL
 FF2112  ___________________________________________________________________
 FF2112* NAD 83(1997)-  35 38 32.76727(N)    090 31 06.45194(W)     ADJUSTED  
 FF2112* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 FF2112  ___________________________________________________________________
 FF2112  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FF2112  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF2112
 FF2112  HORZ ORDER  -  SECOND
 FF2112
 FF2112.The horizontal coordinates were established by classical geodetic methods
 FF2112.and adjusted by the National Geodetic Survey in September 1999..
 FF2112
 FF2112.The orthometric height was scaled from a topographic map.
 FF2112
 FF2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2112
 FF2112.The geoid height was determined by GEOID03.
 FF2112
 FF2112;                    North         East     Units Scale Factor Converg.
 FF2112;SPC AR N     -   146,243.297   534,168.023   MT  0.99993645   +0 51 43.6
 FF2112;SPC AR N     -   479,799.88  1,752,516.26   sFT  0.99993645   +0 51 43.6
 FF2112;UTM  15      - 3,947,126.858   724,683.387   MT  1.00022213   +1 26 48.0
 FF2112
 FF2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2112!SPC AR N     -   0.99999400  x   0.99993645  =   0.99993045
 FF2112!UTM  15      -   0.99999400  x   1.00022213  =   1.00021613
 FF2112
 FF2112:                Primary Azimuth Mark                     Grid Az
 FF2112:SPC AR N     -  TRUMANN POINSETT LUMBER CO STK           011 06 10.4
 FF2112:UTM  15      -  TRUMANN POINSETT LUMBER CO STK           010 31 06.0
 FF2112
 FF2112|---------------------------------------------------------------------|
 FF2112| PID    Reference Object                     Distance      Geod. Az  |
 FF2112|                                                           dddmmss.s |
 FF2112| FF2114 TRUMANN POINSETT LUMBER CO STK      APPROX. 3.5 KM 0115754.0 |
 FF2112| FF2113 TRUMANN FEDERAL COMPRESS W TK       APPROX. 3.8 KM 0172431.7 |
 FF2112| FF2249 OAKS RM 1                            30.337 METERS 13634     |
 FF2112| FF2251 OAKS AZ MK                                         1791603.2 |
 FF2112| FF2250 OAKS RM 2                            28.379 METERS 22848     |
 FF2112|---------------------------------------------------------------------|
 FF2112
 FF2112                          SUPERSEDED SURVEY CONTROL
 FF2112
 FF2112  NAD 83(1997)-  35 38 32.77121(N)    090 31 06.45059(W) AD(       ) 2
 FF2112  NAD 83(1986)-  35 38 32.77951(N)    090 31 06.45165(W) AD(       ) 2
 FF2112  NAD 27      -  35 38 32.49520(N)    090 31 06.06860(W) AD(       ) 2
 FF2112
 FF2112.Superseded values are not recommended for survey control.
 FF2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2112.See file dsdata.txt to determine how the superseded data were derived.
 FF2112
 FF2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2468347127(NAD 83)
 FF2112_MARKER: DS = TRIANGULATION STATION DISK
 FF2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2112
 FF2112  HISTORY     - Date     Condition        Report By
 FF2112  HISTORY     - 1954     MONUMENTED       CGS
 FF2112  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF2112
 FF2112                          STATION DESCRIPTION
 FF2112
 FF2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2112'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF TRUMANN, 44 FEET
 FF2112'NORTH OF THE CENTER OF A DRIVEWAY, 42 FEET WEST OF THE CENTER
 FF2112'OF A GRAVELED ROAD, 28 FEET NORTHWEST OF A HIGH LINE BRACE
 FF2112'POLE AND 18-1/2 FEET WEST NORTHWEST OF A WITNESS POST.  IT
 FF2112'IS SET 16 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 FF2112'OAKS 1954.
 FF2112'
 FF2112'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTER OF THE
 FF2112'GRAVELED ROAD, 21 FEET SOUTH OF A GARDEN FENCE CORNER AND
 FF2112'6 INCHES WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4
 FF2112'INCHES AND IS STAMPED OAKS NO 1 1954.
 FF2112'
 FF2112'REFERENCE MARK NO. 2 IS 16 FEET SOUTH OF THE CENTER OF A
 FF2112'DRIVEWAY, 15 FEET EAST OF THE EAST END OF A GARDEN GATE AND 6
 FF2112'INCHES NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES
 FF2112'AND IS STAMPED OAKS NO 2 1954.
 FF2112'
 FF2112'THE AZIMUTH MARK IS 81 FEET SOUTH OF THE CENTER OF A GRADED
 FF2112'ROAD, 21 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 1-1/2
 FF2112'FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A T FENCE
 FF2112'CORNER.  IT PROJECTS 4 INCHES AND IS STAMPED OAKS 1954.
 FF2112'
 FF2112'TO REACH THE STATION FROM THE TRUMANN RAILROAD DEPOT, CROSS THE
 FF2112'TRACKS AND GO WEST ON WEST MAIN STREET FOR 0.6 MILE TO WEST
 FF2112'STREET, TURN LEFT AND GO SOUTH ON WEST STREET FOR 0.05 MILE
 FF2112'TO U.S. HIGHWAY 63, CROSS THE HIGHWAY AND CONTINUE SOUTH
 FF2112'ON THE GRAVELED ROAD FOR 1.95 MILES TO THE STATION ON THE RIGHT.
 FF2112'
 FF2112'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 FF2112'GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FF2112'
 FF2112'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF2112
 FF2112                          STATION RECOVERY (1975)
 FF2112
 FF2112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF2112'STA. NF RM 1 PROB DEST.  RM 2 TOP GONE.  AZ. MK. CAP GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1107 ***********************************************************************
 EH1107  DESIGNATION -  ODUM RM 1
 EH1107  PID         -  EH1107
 EH1107  STATE/COUNTY-  AR/PRAIRIE
 EH1107  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1107
 EH1107                         *CURRENT SURVEY CONTROL
 EH1107  ___________________________________________________________________
 EH1107* NAD 83(1986)-  34 48 26.     (N)    091 25 46.     (W)     SCALED    
 EH1107* NAVD 88     -        56.182  (meters)     184.32   (feet)  ADJUSTED  
 EH1107  ___________________________________________________________________
 EH1107  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1107  DYNAMIC HT  -          56.130 (meters)     184.15  (feet)  COMP
 EH1107  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 EH1107
 EH1107  VERT ORDER  -  FIRST     CLASS II
 EH1107
 EH1107.The horizontal coordinates were scaled from a topographic map and have
 EH1107.an estimated accuracy of +/- 6 seconds.
 EH1107
 EH1107.The orthometric height was determined by differential leveling
 EH1107.and adjusted by the National Geodetic Survey in June 1991..
 EH1107
 EH1107.The geoid height was determined by GEOID03.
 EH1107
 EH1107.The dynamic height is computed by dividing the NAVD 88
 EH1107.geopotential number by the normal gravity value computed on the
 EH1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1107.degrees latitude (g = 980.6199 gals.).
 EH1107
 EH1107.The modeled gravity was interpolated from observed gravity values.
 EH1107
 EH1107;                    North         East    Units  Estimated Accuracy
 EH1107;SPC AR S     -   637,570.      452,210.      MT  (+/- 180 meters Scaled)
 EH1107
 EH1107                          SUPERSEDED SURVEY CONTROL
 EH1107
 EH1107  NGVD 29 (??/??/??)   56.183  (m)          184.33   (f) ADJUSTED    1 2
 EH1107
 EH1107.Superseded values are not recommended for survey control.
 EH1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1107.See file dsdata.txt to determine how the superseded data were derived.
 EH1107
 EH1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU436527(NAD 83)
 EH1107_MARKER: DR = REFERENCE MARK DISK
 EH1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1107_STAMPING: ODOM R M 1 1916 1920
 EH1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1107+STABILITY: SURFACE MOTION
 EH1107
 EH1107  HISTORY     - Date     Condition        Report By
 EH1107  HISTORY     - 1916     MONUMENTED       CGS
 EH1107  HISTORY     - 1954     GOOD             CGS
 EH1107
 EH1107                          STATION DESCRIPTION
 EH1107
 EH1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1107'1.65 MI SW FROM BISCOE.
 EH1107'1.65 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1107'RAILROAD FROM THE STATION AT BISCOE, 13 RAILS NORTHEAST OF TRESTLE
 EH1107'842, 8 RAILS SOUTHWEST OF A SEMAPHORE, 45.5 FEET SOUTHEAST OF THE
 EH1107'SOUTHEAST RAIL, 132 FEET EAST OF ODOM R.M. 2, 23.5 FEET SOUTHWEST OF A
 EH1107'TELEPHONE POLE, 2 FEET NORTHWEST OF A FENCE, 3 FEET NORTHEAST OF A
 EH1107'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT
 EH1107'BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1108 ***********************************************************************
 EH1108  DESIGNATION -  ODUM RM 2
 EH1108  PID         -  EH1108
 EH1108  STATE/COUNTY-  AR/PRAIRIE
 EH1108  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1108
 EH1108                         *CURRENT SURVEY CONTROL
 EH1108  ___________________________________________________________________
 EH1108* NAD 83(1986)-  34 48 25.     (N)    091 25 46.     (W)     SCALED    
 EH1108* NAVD 88     -        56.204  (meters)     184.40   (feet)  ADJUSTED  
 EH1108  ___________________________________________________________________
 EH1108  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1108  DYNAMIC HT  -          56.151 (meters)     184.22  (feet)  COMP
 EH1108  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 EH1108
 EH1108  VERT ORDER  -  FIRST     CLASS II
 EH1108
 EH1108.The horizontal coordinates were scaled from a topographic map and have
 EH1108.an estimated accuracy of +/- 6 seconds.
 EH1108
 EH1108.The orthometric height was determined by differential leveling
 EH1108.and adjusted by the National Geodetic Survey in June 1991..
 EH1108
 EH1108.The geoid height was determined by GEOID03.
 EH1108
 EH1108.The dynamic height is computed by dividing the NAVD 88
 EH1108.geopotential number by the normal gravity value computed on the
 EH1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1108.degrees latitude (g = 980.6199 gals.).
 EH1108
 EH1108.The modeled gravity was interpolated from observed gravity values.
 EH1108
 EH1108;                    North         East    Units  Estimated Accuracy
 EH1108;SPC AR S     -   637,540.      452,210.      MT  (+/- 180 meters Scaled)
 EH1108
 EH1108                          SUPERSEDED SURVEY CONTROL
 EH1108
 EH1108  NGVD 29 (??/??/??)   56.205  (m)          184.40   (f) ADJUSTED    1 2
 EH1108
 EH1108.Superseded values are not recommended for survey control.
 EH1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1108.See file dsdata.txt to determine how the superseded data were derived.
 EH1108
 EH1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU436527(NAD 83)
 EH1108_MARKER: DR = REFERENCE MARK DISK
 EH1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1108_STAMPING: R M 2 ODOM 1916 1920
 EH1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1108+STABILITY: SURFACE MOTION
 EH1108
 EH1108  HISTORY     - Date     Condition        Report By
 EH1108  HISTORY     - 1935     MONUMENTED       CGS
 EH1108  HISTORY     - 1954     GOOD             CGS
 EH1108
 EH1108                          STATION DESCRIPTION
 EH1108
 EH1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1108'1.65 MI SW FROM BISCOE.
 EH1108'1.65 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1108'RAILROAD FROM THE STATION AT BISCOE, 11 RAILS NORTHEAST OF TRESTLE
 EH1108'842, 45.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 29 FEET NORTH OF A
 EH1108'TELEPHONE POLE, 2 FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A
 EH1108'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 132 FEET WEST
 EH1108'OF ODOM R.M. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1583 ***********************************************************************
 DL1583  DESIGNATION -  OKAY IDEAL CEMENT CO TANK
 DL1583  PID         -  DL1583
 DL1583  STATE/COUNTY-  AR/HOWARD
 DL1583  USGS QUAD   -  MINERAL SPRINGS SOUTH (1975)
 DL1583
 DL1583                         *CURRENT SURVEY CONTROL
 DL1583  ___________________________________________________________________
 DL1583* NAD 83(1997)-  33 45 57.29725(N)    093 55 27.86609(W)     ADJUSTED  
 DL1583* NAVD 88     -                                                        
 DL1583  ___________________________________________________________________
 DL1583  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DL1583  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DL1583
 DL1583  HORZ ORDER  -  THIRD
 DL1583
 DL1583.The horizontal coordinates were established by classical geodetic methods
 DL1583.and adjusted by the National Geodetic Survey in September 1999..
 DL1583
 DL1583
 DL1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1583
 DL1583.The geoid height was determined by GEOID03.
 DL1583
 DL1583;                    North         East     Units Scale Factor Converg.
 DL1583;SPC AR S     -   523,595.581   221,750.952   MT  0.99992939   -1 04 37.5
 DL1583;SPC AR S     - 1,717,829.84    727,527.92   sFT  0.99992939   -1 04 37.5
 DL1583;UTM  15      - 3,736,585.519   414,398.114   MT  0.99969033   -0 30 49.7
 DL1583
 DL1583                          SUPERSEDED SURVEY CONTROL
 DL1583
 DL1583  NAD 83(1997)-  33 45 57.30308(N)    093 55 27.86116(W) AD(       ) 4
 DL1583  NAD 83(1997)-  33 45 57.30320(N)    093 55 27.86101(W) AD(       ) 4
 DL1583  NAD 83(1986)-  33 45 57.30531(N)    093 55 27.85631(W) AD(       ) 4
 DL1583  NAD 27      -  33 45 56.87000(N)    093 55 27.20000(W) AD(       ) 3
 DL1583
 DL1583.Superseded values are not recommended for survey control.
 DL1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1583.See file dsdata.txt to determine how the superseded data were derived.
 DL1583
 DL1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1439836586(NAD 83)
 DL1583_MARKER: 53 = ELEVATED TANK
 DL1583
 DL1583  HISTORY     - Date     Condition        Report By
 DL1583  HISTORY     - 1930     FIRST OBSERVED   CGS
 DL1583  HISTORY     - 1940     GOOD             SCS
 DL1583  HISTORY     - 1941     SEE DESCRIPTION  CGS
 DL1583  HISTORY     - 1951     GOOD             CGS
 DL1583
 DL1583                          STATION DESCRIPTION
 DL1583
 DL1583'DESCRIBED BY SOIL CONSERVATION SERVICE 1940
 DL1583'STATION RECOVERED.
 DL1583
 DL1583                          STATION RECOVERY (1941)
 DL1583
 DL1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1583'THIS INTERSECTION STATION IS LOCATED IN THE S PART OF THE
 DL1583'COMPANY TOWN OF OKAY, 0.3 MILE SE BY S OF THE MAIN CEMENT
 DL1583'PLANT BUILDING AND 50 FEET W OF A MUCH SMALLER BLACK WATER
 DL1583'TANK.
 DL1583'
 DL1583'THE TANK AND FOUR LEG TRUSSWORK SUPPORTING TOWER ARE OF STEEL
 DL1583'CONSTRUCTION, COLORED BLACK AND 138 FEET HIGH.  IT WAS BUILT
 DL1583'IN 1929.
 DL1583'
 DL1583'THE POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF
 DL1583'OF THE TANK.
 DL1583'
 DL1583'IT IS LISTED AS OKAY WATER TANK.
 DL1583
 DL1583                          STATION RECOVERY (1951)
 DL1583
 DL1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1583'ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1586 ***********************************************************************
 DL1586  DESIGNATION -  OKAY IDEAL CEMENT CO STACK
 DL1586  PID         -  DL1586
 DL1586  STATE/COUNTY-  AR/HOWARD
 DL1586  USGS QUAD   -  MINERAL SPRINGS SOUTH (1975)
 DL1586
 DL1586                         *CURRENT SURVEY CONTROL
 DL1586  ___________________________________________________________________
 DL1586* NAD 83(1997)-  33 46 08.92550(N)    093 55 36.03543(W)     ADJUSTED  
 DL1586* NAVD 88     -                                                        
 DL1586  ___________________________________________________________________
 DL1586  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DL1586  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DL1586
 DL1586  HORZ ORDER  -  THIRD
 DL1586
 DL1586.The horizontal coordinates were established by classical geodetic methods
 DL1586.and adjusted by the National Geodetic Survey in September 1999..
 DL1586
 DL1586
 DL1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1586
 DL1586.The geoid height was determined by GEOID03.
 DL1586
 DL1586;                    North         East     Units Scale Factor Converg.
 DL1586;SPC AR S     -   523,957.719   221,547.527   MT  0.99992913   -1 04 42.0
 DL1586;SPC AR S     - 1,719,017.95    726,860.51   sFT  0.99992913   -1 04 42.0
 DL1586;UTM  15      - 3,736,945.554   414,191.189   MT  0.99969077   -0 30 54.4
 DL1586
 DL1586                          SUPERSEDED SURVEY CONTROL
 DL1586
 DL1586  NAD 83(1997)-  33 46 08.93136(N)    093 55 36.03054(W) AD(       ) 4
 DL1586  NAD 83(1997)-  33 46 08.93145(N)    093 55 36.03035(W) AD(       ) 4
 DL1586  NAD 83(1986)-  33 46 08.93353(N)    093 55 36.02559(W) AD(       ) 4
 DL1586  NAD 27      -  33 46 08.52600(N)    093 55 35.33700(W) AD(       ) 3
 DL1586
 DL1586.Superseded values are not recommended for survey control.
 DL1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1586.See file dsdata.txt to determine how the superseded data were derived.
 DL1586
 DL1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1419136946(NAD 83)
 DL1586_MARKER: 63 = STACK
 DL1586
 DL1586  HISTORY     - Date     Condition        Report By
 DL1586  HISTORY     - 1930     FIRST OBSERVED   CGS
 DL1586  HISTORY     - 1940     GOOD             SCS
 DL1586  HISTORY     - 1941     SEE DESCRIPTION  CGS
 DL1586  HISTORY     - 1951     GOOD             CGS
 DL1586
 DL1586                          STATION DESCRIPTION
 DL1586
 DL1586'DESCRIBED BY SOIL CONSERVATION SERVICE 1940
 DL1586'STATION RECOVERED.
 DL1586
 DL1586                          STATION RECOVERY (1941)
 DL1586
 DL1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1586'STATION IS LOCATED IN THE NW PART OF THE COMPANY TOWN OF
 DL1586'OKAY, ABOUT 0.3 MILE NW BY N OF TWO BLACK WATER TANKS AND
 DL1586'AT THE SE CORNER OF THE MAIN CEMENT PLANT BUILDING.
 DL1586'
 DL1586'IT IS CONSTRUCTED OF REINFORCED CONCRETE LINED WITH BRICK,
 DL1586'IS ABOUT 15 FEET IN DIAMETER AT THE BASE AND ABOUT 225 FEET
 DL1586'HIGH.  IT HAS THE LETTERING O K ON THE E SIDE.
 DL1586'
 DL1586'THE POINT LOCATED WAS THE CENTER OF THE TOP OF THE STACK.
 DL1586'
 DL1586'IT IS LISTED AS OKAY CEMENT MILL, CONCRETE STACK.
 DL1586'
 DL1586'THIS IS AN INTERSECTION STATION.
 DL1586
 DL1586                          STATION RECOVERY (1951)
 DL1586
 DL1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1586'ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1988 ***********************************************************************
 EJ1988  DESIGNATION -  OKOLONA
 EJ1988  PID         -  EJ1988
 EJ1988  STATE/COUNTY-  AR/CLARK
 EJ1988  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1988
 EJ1988                         *CURRENT SURVEY CONTROL
 EJ1988  ___________________________________________________________________
 EJ1988* NAD 83(1997)-  34 01 19.83544(N)    093 17 53.49007(W)     ADJUSTED  
 EJ1988* NAVD 88     -       123.1    (meters)     404.     (feet)  VERTCON   
 EJ1988  ___________________________________________________________________
 EJ1988  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 EJ1988  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ1988
 EJ1988  HORZ ORDER  -  SECOND
 EJ1988
 EJ1988.The horizontal coordinates were established by classical geodetic methods
 EJ1988.and adjusted by the National Geodetic Survey in September 1999..
 EJ1988
 EJ1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1988
 EJ1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1988
 EJ1988.The geoid height was determined by GEOID03.
 EJ1988
 EJ1988;                    North         East     Units Scale Factor Converg.
 EJ1988;SPC AR S     -   551,102.651   280,111.001   MT  0.99991849   -0 43 35.7
 EJ1988;SPC AR S     - 1,808,075.95    918,997.51   sFT  0.99991849   -0 43 35.7
 EJ1988;UTM  15      - 3,764,654.953   472,469.755   MT  0.99960934   -0 10 00.6
 EJ1988
 EJ1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1988!SPC AR S     -   0.99998491  x   0.99991849  =   0.99990340
 EJ1988!UTM  15      -   0.99998491  x   0.99960934  =   0.99959426
 EJ1988
 EJ1988|---------------------------------------------------------------------|
 EJ1988| PID    Reference Object                     Distance      Geod. Az  |
 EJ1988|                                                           dddmmss.s |
 EJ1988| EJ1987 OKOLONA FIRE LOT 6                   12.216 METERS 10709     |
 EJ1988| CX6003 OKOLONA AZ MK                                      1224224.3 |
 EJ1988| DL1446 OKOLONA TX IL NAT GAS MWAVE TR      APPROX. 3.6 KM 1912923.6 |
 EJ1988| CX6004 OKOLONA RM 1                         32.327 METERS 24303     |
 EJ1988| CX6005 OKOLONA RM 2                         19.677 METERS 32318     |
 EJ1988|---------------------------------------------------------------------|
 EJ1988
 EJ1988                          SUPERSEDED SURVEY CONTROL
 EJ1988
 EJ1988  NAD 83(1997)-  34 01 19.84448(N)    093 17 53.48248(W) AD(       ) 2
 EJ1988  NAD 83(1986)-  34 01 19.84499(N)    093 17 53.48116(W) AD(       ) 2
 EJ1988  NAD 27      -  34 01 19.48120(N)    093 17 52.85460(W) AD(       ) 2
 EJ1988  NGVD 29 (07/19/86)  123.1    (m)          404.     (f) VERT ANG       
 EJ1988
 EJ1988.Superseded values are not recommended for survey control.
 EJ1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1988.See file dsdata.txt to determine how the superseded data were derived.
 EJ1988
 EJ1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7247064655(NAD 83)
 EJ1988_MARKER: DS = TRIANGULATION STATION DISK
 EJ1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1988
 EJ1988  HISTORY     - Date     Condition        Report By
 EJ1988  HISTORY     - 1957     MONUMENTED       CGS
 EJ1988  HISTORY     - 1964     GOOD             CGS
 EJ1988
 EJ1988                          STATION DESCRIPTION
 EJ1988
 EJ1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1988'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF OKOLONA AND ABOUT
 EJ1988'0.2 MILE NORTH OF STATE HIGHWAY 51 ON A KNOLL WHICH IS ALSO
 EJ1988'OCCUPIED BY STATE FOREST LOOKOUT TOWER NO. 6.  THE STATION
 EJ1988'MARK IS 63 FEET SOUTHEAST OF THE CENTER OF A CONCRETE WELL
 EJ1988'PLATFORM, 59 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 EJ1988'A HOUSE AND 40 FEET WEST-NORTHWEST OF THE CENTER OF THE LOOKOUT
 EJ1988'TOWER.  IT IS SET FLUSH AND IS STAMPED OKOLONA 1957.
 EJ1988'
 EJ1988'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE SOUTHEAST CORNER
 EJ1988'OF A GARAGE, 5 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER
 EJ1988'OF A GARDEN FENCE AND 3 FEET NORTHWEST OF A POWER LINE POLE.
 EJ1988'IT PROJECTS 4 INCHES AND IS STAMPED OKOLONA NO 1 1957.
 EJ1988'
 EJ1988'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 EJ1988'IN A DRILL HOLE IN A CONCRETE WELL PLATFORM WHICH IS 19
 EJ1988'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.  THE
 EJ1988'PLATFORM IS 10 INCHES ABOVE THE SURFACE OF THE GROUND AND THE
 EJ1988'DISK IS STAMPED OKOLONA NO 2 1957.
 EJ1988'
 EJ1988'THE AZIMUTH MARK IS 158 FEET EAST OF THE CENTER OF A DRIVE
 EJ1988'WAY, 42 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 51 AND 1 FOOT
 EJ1988'NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND
 EJ1988'IS STAMPED OKOLONA 1957.
 EJ1988'
 EJ1988'TO REACH THE STATION FROM THE POST OFFICE IN OKOLONA GO NORTHEAST
 EJ1988'ON STATE HIGHWAY 51 FOR 2.7 MILES TO A SIDE ROAD LEFT, TURN
 EJ1988'LEFT AND GO NORTH FOR 0.15 MILE TO A DRIVEWAY ON THE LEFT,
 EJ1988'TURN LEFT ONTO THE DRIVEWAY AND GO WEST FOR 0.1 MILE TO THE
 EJ1988'STATION AND REFERENCE MARKS AS DESCRIBED.
 EJ1988'
 EJ1988'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN TO STATE
 EJ1988'HIGHWAY 51, THEN GO EAST FOR 0.2 MILE TO THE AZIMUTH MARK
 EJ1988'ON THE RIGHT.
 EJ1988'
 EJ1988'STATE FOREST SERVICE LOOKOUT TOWER NO. 6 IS A 4-LEGGED STEEL
 EJ1988'STRUCTURE THAT SUPPORTS A METAL CAB.  THE CAB HAS WINDOWS ON
 EJ1988'ALL SIDES AND HAS AN OVER-ALL HEIGHT OF 108 FEET.
 EJ1988'
 EJ1988'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 EJ1988
 EJ1988                          STATION RECOVERY (1964)
 EJ1988
 EJ1988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 EJ1988'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 EJ1988'GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 EJ1988'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1987 ***********************************************************************
 EJ1987  DESIGNATION -  OKOLONA FIRE LOT 6
 EJ1987  PID         -  EJ1987
 EJ1987  STATE/COUNTY-  AR/CLARK
 EJ1987  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1987
 EJ1987                         *CURRENT SURVEY CONTROL
 EJ1987  ___________________________________________________________________
 EJ1987* NAD 83(1997)-  34 01 19.71856(N)    093 17 53.03508(W)     ADJUSTED  
 EJ1987* NAVD 88     -                                                        
 EJ1987  ___________________________________________________________________
 EJ1987  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 EJ1987  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ1987
 EJ1987  HORZ ORDER  -  THIRD
 EJ1987
 EJ1987.The horizontal coordinates were established by classical geodetic methods
 EJ1987.and adjusted by the National Geodetic Survey in September 1999..
 EJ1987
 EJ1987
 EJ1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1987
 EJ1987.The geoid height was determined by GEOID03.
 EJ1987
 EJ1987;                    North         East     Units Scale Factor Converg.
 EJ1987;SPC AR S     -   551,098.903   280,122.626   MT  0.99991849   -0 43 35.5
 EJ1987;SPC AR S     - 1,808,063.65    919,035.65   sFT  0.99991849   -0 43 35.5
 EJ1987;UTM  15      - 3,764,651.319   472,481.413   MT  0.99960933   -0 10 00.4
 EJ1987
 EJ1987                          SUPERSEDED SURVEY CONTROL
 EJ1987
 EJ1987  NAD 83(1997)-  34 01 19.72760(N)    093 17 53.02749(W) AD(       ) 4
 EJ1987  NAD 83(1986)-  34 01 19.72811(N)    093 17 53.02617(W) AD(       ) 4
 EJ1987  NAD 27      -  34 01 19.36400(N)    093 17 52.40000(W) AD(       ) 3
 EJ1987
 EJ1987.Superseded values are not recommended for survey control.
 EJ1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1987.See file dsdata.txt to determine how the superseded data were derived.
 EJ1987
 EJ1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7248164651(NAD 83)
 EJ1987_MARKER: 57 = LOOKOUT TOWER
 EJ1987
 EJ1987  HISTORY     - Date     Condition        Report By
 EJ1987  HISTORY     - 1957     FIRST OBSERVED   CGS
 EJ1987
 EJ1987                          STATION DESCRIPTION
 EJ1987
 EJ1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EJ1987'SEE STATION OKOLONA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1446 ***********************************************************************
 DL1446  DESIGNATION -  OKOLONA TX IL NAT GAS MWAVE TR
 DL1446  PID         -  DL1446
 DL1446  STATE/COUNTY-  AR/CLARK
 DL1446  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL1446
 DL1446                         *CURRENT SURVEY CONTROL
 DL1446  ___________________________________________________________________
 DL1446* NAD 83(1997)-  33 59 25.33951(N)    093 18 21.43013(W)     ADJUSTED  
 DL1446* NAVD 88     -                                                        
 DL1446  ___________________________________________________________________
 DL1446  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DL1446  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL1446
 DL1446  HORZ ORDER  -  THIRD
 DL1446
 DL1446.The horizontal coordinates were established by classical geodetic methods
 DL1446.and adjusted by the National Geodetic Survey in September 1999..
 DL1446
 DL1446
 DL1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1446
 DL1446.The geoid height was determined by GEOID03.
 DL1446
 DL1446;                    North         East     Units Scale Factor Converg.
 DL1446;SPC AR S     -   547,584.516   279,349.293   MT  0.99991876   -0 43 51.3
 DL1446;SPC AR S     - 1,796,533.53    916,498.47   sFT  0.99991876   -0 43 51.3
 DL1446;UTM  15      - 3,761,130.633   471,742.683   MT  0.99960984   -0 10 15.8
 DL1446
 DL1446                          SUPERSEDED SURVEY CONTROL
 DL1446
 DL1446  NAD 83(1997)-  33 59 25.34805(N)    093 18 21.42249(W) AD(       ) 4
 DL1446  NAD 83(1986)-  33 59 25.34908(N)    093 18 21.42125(W) AD(       ) 4
 DL1446  NAD 27      -  33 59 24.98400(N)    093 18 20.79200(W) AD(       ) 3
 DL1446
 DL1446.Superseded values are not recommended for survey control.
 DL1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1446.See file dsdata.txt to determine how the superseded data were derived.
 DL1446
 DL1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7174361131(NAD 83)
 DL1446_MARKER: 44 = MICROWAVE MAST
 DL1446
 DL1446  HISTORY     - Date     Condition        Report By
 DL1446  HISTORY     - 1957     FIRST OBSERVED   CGS
 DL1446
 DL1446                          STATION DESCRIPTION
 DL1446
 DL1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1446'THE STATION IS LOCATED ABOUT 2.0 MILE EAST OF OKOLONA, 0.1
 DL1446'MILE NORTH OF A GRAVELED ROAD AND 100 YARDS NORTH OF A FARM
 DL1446'HOUSE.
 DL1446'
 DL1446'THE STRUCTURE IS SUPPORTED BY 2 SEPARATE MASTS JOINTED TOGETHER
 DL1446'BY STEEL BARS AT 10 FOOT INTERVALS WITH THE MICRO WAVE SCREEN
 DL1446'ON TOP.  IT IS PAINTED ALTERNATELY RED AND WHITE IN COLOR AND
 DL1446'IS 160 FEET,HIGH.
 DL1446'
 DL1446'TO REACH FROM THE POST OFFICE IN OKOLOMA GO SOUTH ON STATE
 DL1446'HIGHWAY 51 FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT, EAST, AND
 DL1446'GO 2.0 MILES TO A HOUSE ON THE LEFT AND A LANE LEFT LEADING
 DL1446'INTO THE TOWER, TURN LEFT, NORTH, AND GO 0.1 MILE TO THE
 DL1446'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1840 ***********************************************************************
 FG1840  DESIGNATION -  OLA MUNICIPAL TANK
 FG1840  PID         -  FG1840
 FG1840  STATE/COUNTY-  AR/YELL
 FG1840  USGS QUAD   -  OLA (1972)
 FG1840
 FG1840                         *CURRENT SURVEY CONTROL
 FG1840  ___________________________________________________________________
 FG1840* NAD 83(1997)-  35 02 08.16825(N)    093 13 23.11858(W)     ADJUSTED  
 FG1840* NAVD 88     -                                                        
 FG1840  ___________________________________________________________________
 FG1840  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 FG1840  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FG1840
 FG1840  HORZ ORDER  -  THIRD
 FG1840
 FG1840.The horizontal coordinates were established by classical geodetic methods
 FG1840.and adjusted by the National Geodetic Survey in September 1999..
 FG1840
 FG1840
 FG1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1840
 FG1840.The geoid height was determined by GEOID03.
 FG1840
 FG1840;                    North         East     Units Scale Factor Converg.
 FG1840;SPC AR N     -    78,604.237   288,399.811   MT  0.99998147   -0 42 42.2
 FG1840;SPC AR N     -   257,887.40    946,191.71   sFT  0.99998147   -0 42 42.2
 FG1840;UTM  15      - 3,877,013.977   479,651.609   MT  0.99960510   -0 07 41.1
 FG1840
 FG1840                          SUPERSEDED SURVEY CONTROL
 FG1840
 FG1840  NAD 83(1986)-  35 02 08.18062(N)    093 13 23.11359(W) AD(       ) 4
 FG1840  NAD 27      -  35 02 07.86100(N)    093 13 22.47100(W) AD(       ) 3
 FG1840
 FG1840.Superseded values are not recommended for survey control.
 FG1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1840.See file dsdata.txt to determine how the superseded data were derived.
 FG1840
 FG1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7965277014(NAD 83)
 FG1840_MARKER: 57 = LOOKOUT TOWER
 FG1840
 FG1840  HISTORY     - Date     Condition        Report By
 FG1840  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1840  HISTORY     - 20041006 GOOD             GEOCAC
 FG1840
 FG1840                          STATION DESCRIPTION
 FG1840
 FG1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1840'POINT OBSERVED UPON WAS THE FINIAL OF THE OLA MUNICIPAL WATER
 FG1840'TANK.  THIS IS A BLACK STEEL STRUCTURE ABOUT 105 FEET TO
 FG1840'THE BASE OF THE TANK AND 25 FEET FROM BASE TO FINIAL.  OLA
 FG1840'IS PAINTED ON THE SE AND SW SIDES OF THE TANK WITH WHITE
 FG1840'LETTERS.
 FG1840'
 FG1840'THE TANK IS LOCATED ON A HILL ON THE N SIDE OF TOWN.
 FG1840'
 FG1840'THIS IS AN INTERSECTION STATION.
 FG1840
 FG1840                          STATION RECOVERY (2004)
 FG1840
 FG1840'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 FG1840'TANK IS NOW PAINTED SILVER WITH BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2999 ***********************************************************************
 AE2999  CBN         -  This is a Cooperative Base Network Control Station.
 AE2999  DESIGNATION -  OLD MAIN
 AE2999  PID         -  AE2999
 AE2999  STATE/COUNTY-  AR/WASHINGTON
 AE2999  USGS QUAD   -  FAYETTEVILLE (1995)
 AE2999
 AE2999                         *CURRENT SURVEY CONTROL
 AE2999  ___________________________________________________________________
 AE2999* NAD 83(1997)-  36 04 05.11023(N)    094 10 11.98415(W)     ADJUSTED  
 AE2999* NAVD 88     -       433.9    (meters)    1424.     (feet)  GPS OBS   
 AE2999  ___________________________________________________________________
 AE2999  X           -    -375,351.035 (meters)                     COMP
 AE2999  Y           -  -5,148,217.564 (meters)                     COMP
 AE2999  Z           -   3,734,539.995 (meters)                     COMP
 AE2999  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AE2999  ELLIP HEIGHT-         405.92  (meters)          (09/21/01) GPS OBS
 AE2999  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AE2999
 AE2999  HORZ ORDER  -  B
 AE2999  ELLP ORDER  -  FOURTH    CLASS II
 AE2999
 AE2999.The horizontal coordinates were established by GPS observations
 AE2999.and adjusted by the National Geodetic Survey in September 1997..
 AE2999
 AE2999.The orthometric height was determined by GPS observations and a
 AE2999.high-resolution geoid model.
 AE2999
 AE2999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2999
 AE2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2999
 AE2999.The ellipsoidal height was determined by GPS observations
 AE2999.and is referenced to NAD 83.
 AE2999
 AE2999.The geoid height was determined by GEOID03.
 AE2999
 AE2999;                    North         East     Units Scale Factor Converg.
 AE2999;SPC AR N     -   194,614.125   204,534.907   MT  0.99997151   -1 15 45.8
 AE2999;SPC AR N     -   638,496.51    671,044.94   sFT  0.99997151   -1 15 45.8
 AE2999;UTM  15      - 3,992,133.640   394,639.528   MT  0.99973678   -0 41 20.0
 AE2999
 AE2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2999!SPC AR N     -   0.99993630  x   0.99997151  =   0.99990781
 AE2999!UTM  15      -   0.99993630  x   0.99973678  =   0.99967309
 AE2999
 AE2999                          SUPERSEDED SURVEY CONTROL
 AE2999
 AE2999  ELLIP H (09/19/97)  405.93   (m)                       GP(       ) 4 1
 AE2999
 AE2999.Superseded values are not recommended for survey control.
 AE2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2999.See file dsdata.txt to determine how the superseded data were derived.
 AE2999
 AE2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9464092134(NAD 83)
 AE2999_MARKER: DD = SURVEY DISK
 AE2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2999_STAMPING: OLD MAIN
 AE2999_MARK LOGO: ARGLS 
 AE2999_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2999+STABILITY: SURFACE MOTION
 AE2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2999+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2006
 AE2999
 AE2999  HISTORY     - Date     Condition        Report By
 AE2999  HISTORY     - 1997     MONUMENTED       ARGLS
 AE2999  HISTORY     - 19970819 GOOD             NGS
 AE2999  HISTORY     - 20040720 GOOD             ARHD
 AE2999  HISTORY     - 20050330 GOOD             GEOCAC
 AE2999  HISTORY     - 20060805 GOOD             GEOCAC
 AE2999
 AE2999                          STATION DESCRIPTION
 AE2999
 AE2999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE2999'THE STATION IS LOCATED IN THE CENTER OF FAYETTEVILLE, ON THE
 AE2999'UNIVERSITY OF ARKANSAS CAMPUS, EAST OF OLD MAIN AND OZARK HALL
 AE2999'BUILDINGS ON THE EAST SIDE OF THE CAMPUS.  TO REACH THE STATION FROM
 AE2999'THE WASHINGTON COUNTY COURTHOUSE AT THE SOUTHEAST CORNER OF COLLEGE
 AE2999'AVENUE AND DICKSON STREET IN FAYETTEVILLE, GO WEST ON DICKSON STREET
 AE2999'FOR 0.6 MI (1.0 KM) TO A SIDE ROAD RIGHT, ARKANSAS AVENUE.  TURN
 AE2999'RIGHT, NORTH ON ARKANSAS AVENUE FOR 500 FT (152.4 M) TO THE STATION ON
 AE2999'THE LEFT.  THE STATION IS AN ARKANSAS HARN DISK SET IN A 13 INCH
 AE2999'DIAMETER BY 48 INCH DEEP ROUND CONCRETE MONUMENT FLUSH WITH GROUND.
 AE2999'LOCATED APPROXIMATELY 475 FT (144.8 M) WEST OF THE CENTERLINE OF
 AE2999'ARKANSAS AVENUE, APPROXIMATELY 300 FT (91.4 M) WEST OF THE CENTERLINE
 AE2999'OF RAZORBACK ROAD, 317 FEET (96.6 M) EAST OF THE NORTHEAST CORNER OF
 AE2999'OZARK HALL, 72.1 FEET (22.0 M) NORTHEAST OF THE EAST END OF A 4 FOOT
 AE2999'(1.2 M) BY 6 FOOT (1.8 M) METAL HATCH TO AN UNDERGROUND ELECTRICAL
 AE2999'VAULT, 169.3 FEET (51.6 M) EAST OF A LIGHT POLE, 142.6 FEET (43.5 M)
 AE2999'SOUTHEAST OF A LIGHT POLE AND 84 FEET (25.6 M) WEST OF A DRAINAGE
 AE2999'SWALE.
 AE2999
 AE2999                          STATION RECOVERY (2004)
 AE2999
 AE2999'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 AE2999'SOME OBSTRUCTION ABOVE 20 DEGREES.
 AE2999
 AE2999                          STATION RECOVERY (2005)
 AE2999
 AE2999'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 AE2999'AS A RECENTLY ESTABLISHED STATION, COORDINATES WERE RIGHT ON.  STATION
 AE2999'MARK IS IN EXCELLENT SHAPE.
 AE2999
 AE2999                          STATION RECOVERY (2006)
 AE2999
 AE2999'RECOVERY NOTE BY GEOCACHING 2006 (CTO)
 AE2999'RECOVERED IN GOOD CONDITION.  CURRENT DESCRIPTION IN-PART SAYS MARK IS
 AE2999'APPROX 350 FEET WEST OF CENTERLINE OF RAZORBACK ROAD.  THIS IS
 AE2999'INCORRECT.  MARK IS ACTUALLY APPROX 3000 FEET EAST OF RAZORBACK ROAD
 AE2999'(DIGITALLY SCALED FROM ORTHOPHOTO). RECOMMEND DELETING OR CORRECTING
 AE2999'THIS PART OF DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0684 ***********************************************************************
 DL0684  DESIGNATION -  OLD RIVER 1 BOLT
 DL0684  PID         -  DL0684
 DL0684  STATE/COUNTY-  AR/MILLER
 DL0684  USGS QUAD   -  FOUKE NE (1975)
 DL0684
 DL0684                         *CURRENT SURVEY CONTROL
 DL0684  ___________________________________________________________________
 DL0684* NAD 83(1986)-  33 29 52.     (N)    093 46 46.     (W)     SCALED    
 DL0684* NAVD 88     -        74.75   (+/-2cm)     245.2    (feet)  VERTCON   
 DL0684  ___________________________________________________________________
 DL0684  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL0684
 DL0684  VERT ORDER  -  ? (See Below)
 DL0684
 DL0684.The horizontal coordinates were scaled from a topographic map and have
 DL0684.an estimated accuracy of +/- 6 seconds.
 DL0684
 DL0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0684.The vertical order pertains to the NGVD 29 superseded value.
 DL0684
 DL0684.The geoid height was determined by GEOID03.
 DL0684
 DL0684;                    North         East    Units  Estimated Accuracy
 DL0684;SPC AR S     -   493,620.      234,660.      MT  (+/- 180 meters Scaled)
 DL0684
 DL0684                          SUPERSEDED SURVEY CONTROL
 DL0684
 DL0684  NGVD 29 (??/??/92)   74.772  (m)          245.31   (f) ADJ UNCH    ?  
 DL0684
 DL0684.Superseded values are not recommended for survey control.
 DL0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0684.See file dsdata.txt to determine how the superseded data were derived.
 DL0684
 DL0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT275067(NAD 83)
 DL0684_MARKER: B = BOLT
 DL0684_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0684_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0684
 DL0684  HISTORY     - Date     Condition        Report By
 DL0684  HISTORY     - UNK      MONUMENTED       USE
 DL0684  HISTORY     - 1951     POOR             NGS
 DL0684
 DL0684                          STATION DESCRIPTION
 DL0684
 DL0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DL0684'10 MI NNW FROM GARLAND.
 DL0684'A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 DL0684'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 DL0684'ENGINEERS, U.S. ARMY, STANDARD CAP.  IS A PIPE FLANGE BENCH WITH BRASS
 DL0684'CAP, LOCATED ON THE RIGHT BANK OF RED RIVER 1 1/2 MILES WEST OF THE
 DL0684'RIVER ON THE OFFENHOUSER PLANTATION OF HERVEY, ARKANSAS.  500 FEET
 DL0684'NORTHEAST OF HERVEY GIN.  36 FEET EAST OF SOUTHEAST CORNER OF HOUSE
 DL0684'OCCUPIED BY JIM NICKS.  47 FEET NORTH OF CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0683 ***********************************************************************
 DL0683  DESIGNATION -  OLD RIVER 2 BOLT
 DL0683  PID         -  DL0683
 DL0683  STATE/COUNTY-  AR/MILLER
 DL0683  USGS QUAD   -  FOUKE NE (1975)
 DL0683
 DL0683                         *CURRENT SURVEY CONTROL
 DL0683  ___________________________________________________________________
 DL0683* NAD 83(1986)-  33 29 55.     (N)    093 46 36.     (W)     SCALED    
 DL0683* NAVD 88     -        74.55   (+/-2cm)     244.6    (feet)  VERTCON   
 DL0683  ___________________________________________________________________
 DL0683  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL0683
 DL0683  VERT ORDER  -  ? (See Below)
 DL0683
 DL0683.The horizontal coordinates were scaled from a topographic map and have
 DL0683.an estimated accuracy of +/- 6 seconds.
 DL0683
 DL0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0683.The vertical order pertains to the NGVD 29 superseded value.
 DL0683
 DL0683.The geoid height was determined by GEOID03.
 DL0683
 DL0683;                    North         East    Units  Estimated Accuracy
 DL0683;SPC AR S     -   493,710.      234,920.      MT  (+/- 180 meters Scaled)
 DL0683
 DL0683                          SUPERSEDED SURVEY CONTROL
 DL0683
 DL0683  NGVD 29 (??/??/92)   74.565  (m)          244.64   (f) ADJ UNCH    ?  
 DL0683
 DL0683.Superseded values are not recommended for survey control.
 DL0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0683.See file dsdata.txt to determine how the superseded data were derived.
 DL0683
 DL0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT278068(NAD 83)
 DL0683_MARKER: B = BOLT
 DL0683_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0683_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0683_STAMPING: B.M. OLD RIVER NO. 2
 DL0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0683
 DL0683  HISTORY     - Date     Condition        Report By
 DL0683  HISTORY     - UNK      MONUMENTED       USE
 DL0683  HISTORY     - 1951     MARK NOT FOUND   NGS
 DL0683
 DL0683                          STATION DESCRIPTION
 DL0683
 DL0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DL0683'10 MI NNW FROM GARLAND.
 DL0683'A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 DL0683'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 DL0683'ENGINEERS, U.S. ARMY, STANDARD CAP.  IN THE NE 1/4 SEC 34, T 14 S, R
 DL0683'26 W, 34 FEET NORTH OF THE CENTERLINE OF GRAVELED ROAD, 13 FEET SOUTH
 DL0683'OF THE SOUTH EDGE OF A CONCRETE STEP AT MOUNT ZION CHURCH AND 10 FEET
 DL0683'SOUTHWEST OF SOUTHWEST CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3075 ***********************************************************************
 EH3075  DESIGNATION -  OLDHAM
 EH3075  PID         -  EH3075
 EH3075  STATE/COUNTY-  AR/LONOKE
 EH3075  USGS QUAD   -  PETTUS (1982)
 EH3075
 EH3075                         *CURRENT SURVEY CONTROL
 EH3075  ___________________________________________________________________
 EH3075* NAD 83(1997)-  34 40 03.96082(N)    091 54 19.29414(W)     ADJUSTED  
 EH3075* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 EH3075  ___________________________________________________________________
 EH3075  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 EH3075  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH3075
 EH3075  HORZ ORDER  -  FIRST
 EH3075
 EH3075.The horizontal coordinates were established by classical geodetic methods
 EH3075.and adjusted by the National Geodetic Survey in September 1999..
 EH3075
 EH3075.The orthometric height was scaled from a topographic map.
 EH3075
 EH3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3075
 EH3075.The geoid height was determined by GEOID03.
 EH3075
 EH3075;                    North         East     Units Scale Factor Converg.
 EH3075;SPC AR S     -   621,956.525   408,674.155   MT  0.99997944   +0 03 10.7
 EH3075;SPC AR S     - 2,040,535.70  1,340,791.79   sFT  0.99997944   +0 03 10.7
 EH3075;UTM  15      - 3,836,745.675   600,291.983   MT  0.99972397   +0 37 21.7
 EH3075
 EH3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3075!SPC AR S     -   0.99999318  x   0.99997944  =   0.99997262
 EH3075!UTM  15      -   0.99999318  x   0.99972397  =   0.99971715
 EH3075
 EH3075:                Primary Azimuth Mark                     Grid Az
 EH3075:SPC AR S     -  LONOKE MUNICIPAL TANK                    002 31 17.7
 EH3075:UTM  15      -  LONOKE MUNICIPAL TANK                    001 57 06.7
 EH3075
 EH3075|---------------------------------------------------------------------|
 EH3075| PID    Reference Object                     Distance      Geod. Az  |
 EH3075|                                                           dddmmss.s |
 EH3075| EH3081 LONOKE MUNICIPAL TANK               APPROX.12.8 KM 0023428.4 |
 EH3075| EH3077 DALLAS LOUISVILLE AWY BCN 33        APPROX.20.1 KM 0403527.6 |
 EH3075| CY7044 OLDHAM AZ MK                                       0922146.2 |
 EH3075| CY7045 OLDHAM RM 1                          43.434 METERS 11103     |
 EH3075| CY7046 OLDHAM RM 2                          55.012 METERS 21624     |
 EH3075| CY7047 OLDHAM RM 3                          24.974 METERS 21651     |
 EH3075| EJ1687 KEO                                 APPROX. 9.4 KM 2711520.2 |
 EH3075| EH3083 DALLAS LOUISVILLE AWY BCN 32        APPROX.14.5 KM 3254343.7 |
 EH3075| EH3082 LONOKE COM CO SHORT WATER TK        APPROX.13.0 KM 3574126.8 |
 EH3075|---------------------------------------------------------------------|
 EH3075
 EH3075                          SUPERSEDED SURVEY CONTROL
 EH3075
 EH3075  NAD 83(1986)-  34 40 03.96729(N)    091 54 19.28784(W) AD(       ) 1
 EH3075  NAD 27      -  34 40 03.63300(N)    091 54 18.79000(W) AD(       ) 1
 EH3075
 EH3075.Superseded values are not recommended for survey control.
 EH3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3075.See file dsdata.txt to determine how the superseded data were derived.
 EH3075
 EH3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0029236746(NAD 83)
 EH3075_MARKER: DS = TRIANGULATION STATION DISK
 EH3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3075
 EH3075  HISTORY     - Date     Condition        Report By
 EH3075  HISTORY     - 1938     MONUMENTED       CGS
 EH3075  HISTORY     - 1940     GOOD             CGS
 EH3075  HISTORY     - 1964     GOOD             CGS
 EH3075  HISTORY     - 1967     GOOD             CGS
 EH3075
 EH3075                          STATION DESCRIPTION
 EH3075
 EH3075'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 EH3075'STATION IS ABOUT 9.5 MILES BY ROAD S OF LONOKE, 1.0 MILE S OF
 EH3075'PETTUS POST OFFICE ON E SIDE OF STATE HIGHWAY 31, NEAR CENTER
 EH3075'OF SEC. 31, T I N, R 8 W, ON THE W.K. OLDHAM PLANTATION, ABOUT
 EH3075'0.5 MILE, SE OF W.K. OLDHAM PLANTATION HOUSE, AND JUST N OF
 EH3075'T-ROAD LEADING E FROM HIGHWAY 31.
 EH3075'
 EH3075'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH3075'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH3075'
 EH3075'STATION MARK IS 12 INCHES BELOW THE GROUND.
 EH3075'
 EH3075'REFERENCE MARK NO.1 IS ESE OF STATION IN E-W FENCE LINE,
 EH3075'12 FEET S OF CENTER LINE OF THE E-W ROAD.  MARK PROJECTS
 EH3075'6 INCHES.
 EH3075'
 EH3075'REFERENCE MARK NO.2 IS SW OF STATION 25 FEET W OF CENTER LINE
 EH3075'OF HIGHWAY 31, 3 FEET WNW OF TELEPHONE POLE.  MARK PROJECTS
 EH3075'6 INCHES.
 EH3075'
 EH3075'THE AZIMUTH MARK IS 1.3 MILES E OF STATION IN S ROW FENCE LINE,
 EH3075'18 FEET S OF THE CENTER LINE OF THE E AND W ROAD, IT PROJECTS
 EH3075'6 INCHES.
 EH3075'
 EH3075'REACHED FROM LONOKE,ARKANSAS, FOLLOW U.S. 70, W AND S FOR
 EH3075'2.0 MILES TO JUNCTION WITH STATE HIGHWAY 31, DRIVE S ON HIGHWAY
 EH3075'31 TO PETTUS POST OFFICE, THEN CONTINUE SE ON HIGHWAY 31 FOR
 EH3075'1.0 MILE TO STATION ON LEFT, 31 FEET N OF N ARM OF Y-ROAD
 EH3075'LEADING N, 103 FEET ESE OF BIG SYCAMORE TREE, 105 FEET E OF
 EH3075'CENTER LINE OF HIGHWAY 31.
 EH3075'
 EH3075'HEIGHT OF LIGHT ABOVE STATION - 34 METERS.
 EH3075
 EH3075                          STATION RECOVERY (1940)
 EH3075
 EH3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3075'STATION IS LOCATED ON THE OLDHAM PLANTATION ABOUT 8 MILES
 EH3075'S OF LONOKE 7.5 MILES NE OF KEO NEAR THE PETTUS POST OFFICE.
 EH3075'
 EH3075'THE STATION, AZIMUTH MARK, AND THE TWO REFERENCE MARKS WERE
 EH3075'RECOVERED IN GOOD CONDITION.  NO NEW MARKS WERE ESTABLISHED.
 EH3075'
 EH3075'THE STATION MARK IS 1 FOOT BELOW THE SURFACE OF THE GROUND,
 EH3075'105 FEET E OF HIGHWAY 31, ABOUT 40 YARDS N OF THE PETTUS
 EH3075'POST OFFICE AND 26.5 FEET NW OF WHITE REFERENCE POST STAMPED
 EH3075'U.S. TRIANGULATION.  STATION IS STAMPED OLDHAM 1938.
 EH3075'
 EH3075'REFERENCE MARK NO.1 IS STAMPED OLDHAM NO.1 1938, AND IS ABOUT
 EH3075'THE SAME ELEVATION AS THE STATION.  IT PROJECTS ABOUT 6 INCHES
 EH3075'ABOVE THE GROUND AND IS 17.5 FEET S OF CENTER LINE OF DIRT ROAD,
 EH3075'46.0 FEET E OF NE CORNER OF SHED AND IN AN E-W FENCE LINE.
 EH3075'
 EH3075'REFERENCE MARK NO.2 IS STAMPED OLDHAM NO.2, 1938 AND IS ABOUT
 EH3075'3 FEET LOWER THAN THE STATION.  IT PROJECTS ABOUT 6 INCHES
 EH3075'ABOVE THE GROUND, AND IS 27 FEET W OF STATE HIGHWAY 31,
 EH3075'3 FEET W OF SMALL TELEPHONE POLE AND 24.5 FEET S OF CENTER
 EH3075'LINE OF DIRT ROAD TO HOUSE.
 EH3075'
 EH3075'AZIMUTH MARK IS 0.4 MILE E OF THE STATION, AND IS 21 FEET S OF THE
 EH3075'CENTER LINE OF A DIRT ROAD AND IS IN AN E-W FENCE LINE.
 EH3075'AZIMUTH MARK IS STAMPED OLDHAM 1938, AND IS ABOUT 6 INCHES
 EH3075'ABOVE THE GROUND.  IT IS 2.6 FEET W OF WHITE REFERENCE POST.
 EH3075'
 EH3075'ALL DISTANCES AND DIRECTIONS ARE 1940 MEASUREMENTS.
 EH3075'
 EH3075'THE DISTANCE OF 1.3 MILES FROM THE STATION TO THE AZIMUTH MARK
 EH3075'AS GIVEN IN THE 1938 DESCRIPTION IS INCORRECT.  THE DISTANCE
 EH3075'IS 0.4 MILE.
 EH3075'
 EH3075'STATION IS REACHED AS FOLLOWS- FROM THE LONOKE RAILROAD STATION
 EH3075'FOLLOW U.S. HIGHWAY 70 W AND S 2.1 MILES TO JUNCTION WITH
 EH3075'STATE HIGHWAY 31.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY
 EH3075'31 FOR 7.2 MILES TO THE HOUSE OF J.L. BRADLEY WHICH IS THE
 EH3075'PETTUS POST OFFICE.
 EH3075
 EH3075                          STATION RECOVERY (1964)
 EH3075
 EH3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 EH3075'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 EH3075'IN GOOD CONDITION AS DESCRIBED IN 1938.  REFERENCE MARK NO. 2
 EH3075'AND AZIMUTH MARK WERE NOT RECOVERED.
 EH3075
 EH3075                          STATION RECOVERY (1967)
 EH3075
 EH3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3075'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN
 EH3075'GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK 2 WERE
 EH3075'SEARCHED FOR BUT NOT FOUND.  THERE ARE NO INTERSECTION STATIONS
 EH3075'VISIBLE FROM THE GROUND TO ESTABLISH AN AZIMUTH MARK BY.
 EH3075'REFERENCE MARK 3 WAS ESTABLISHED AND FOLLOWING IS A NEW AND
 EH3075'COMPLETE DESCRIPTION.
 EH3075'
 EH3075'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LONOKE, 7-1/2
 EH3075'MILES NORTHEAST OF KEO, NEAR THE CENTER OF SECTION 31, T 1 N,
 EH3075'R 8 W AND IN THE SOUTHEAST CORNER OF MR. JAMES N. ALDRIDGE YARD.
 EH3075'
 EH3075'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY
 EH3075'31 ABOUT 2 MILES SOUTHWEST OF LONOKE, GO SOUTH ON STATE HIGHWAY
 EH3075'31 FOR 2.0 MILES TO THE BRIDGE OVER BAYOU METO.  CONTINUE AHEAD
 EH3075'AND GO SOUTH ON THE HIGHWAY FOR 4.75 MILES TO A CROSSROAD
 EH3075'AND PETTUS COTTON GIN ON THE RIGHT.  CONTINUE AHEAD AND GO
 EH3075'SOUTH ON THE HIGHWAY FOR 0.65 MILE TO A SIDE ROAD LEFT AND
 EH3075'THE STATION ON THE LEFT.
 EH3075'
 EH3075'STATION MARKS ARE STANDARD DISK, STAMPED OLDHAM 1938, SET
 EH3075'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 12 INCHES BELOW
 EH3075'THE GROUND SURFACE.  IT IS 103 FEET EAST OF THE CENTER OF
 EH3075'THE HIGHWAY, 67.1 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 EH3075'JAMES N. ALDRIDGE HOME, 60.8 FEET SOUTH-SOUTHEAST OF THE
 EH3075'SOUTHEAST CORNER OF THE HOUSE, 58 FEET EAST-NORTHEAST OF A
 EH3075'TELEPHONE POLE, 37 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 EH3075'29 FEET WEST OF THE CENTER OF A DRIVEWAY AND 17 FEET NORTHWEST
 EH3075'OF 6 INCH REDBUD TREE.
 EH3075'
 EH3075'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OLDHAM NO 1 1938,
 EH3075'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 EH3075'INCHES.  IT IS 248 FEET EAST OF THE CENTER OF THE HIGHWAY, 18
 EH3075'FEET WEST OF A POWERLINE POLE, 17 FEET SOUTH OF THE CENTER
 EH3075'OF THE GRAVELED ROAD, 4 FEET NORTH OF A FENCE AND 3 FEET
 EH3075'EAST OF A METAL WITNESS POST.
 EH3075'
 EH3075'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED OLDHAM NO 3 1938
 EH3075'1967, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 EH3075'GROUND SURFACE.  IT IS 81 FEET NORTH-NORTHWEST OF THE NORTHWEST
 EH3075'CORNER OF NARVEL WINFREYS HOME, 47 FEET SOUTH OF THE TELEPHONE
 EH3075'POLE, 46 FEET EAST OF THE CENTER OF THE HIGHWAY, 27 FEET SOUTH
 EH3075'OF THE CENTER OF THE GRAVELED ROAD, 27 FEET NORTH OF A 24
 EH3075'INCH PECAN TREE AND IN THE NORTHWEST CORNER OF NARVEL WINFREYS
 EH3075'YARD.
 EH3075'
 EH3075'STATION MARK TO R.M. 1 = PLUS 1.1255 FEET.
 EH3075'
 EH3075'STATION MARK TO R.M. 3 = -0.9895 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0713 ***********************************************************************
 GF0713  DESIGNATION -  OLVEY
 GF0713  PID         -  GF0713
 GF0713  STATE/COUNTY-  AR/BOONE
 GF0713  USGS QUAD   -  EVERTON (1975)
 GF0713
 GF0713                         *CURRENT SURVEY CONTROL
 GF0713  ___________________________________________________________________
 GF0713* NAD 83(1997)-  36 12 11.51187(N)    092 57 57.11962(W)     ADJUSTED  
 GF0713* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 GF0713  ___________________________________________________________________
 GF0713  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GF0713  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GF0713
 GF0713  HORZ ORDER  -  THIRD
 GF0713
 GF0713.The horizontal coordinates were established by classical geodetic methods
 GF0713.and adjusted by the National Geodetic Survey in September 1999..
 GF0713
 GF0713.The orthometric height was scaled from a topographic map.
 GF0713
 GF0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0713
 GF0713.The geoid height was determined by GEOID03.
 GF0713
 GF0713;                    North         East     Units Scale Factor Converg.
 GF0713;SPC AR N     -   207,878.097   313,139.762   MT  0.99999418   -0 33 43.3
 GF0713;SPC AR N     -   682,013.39  1,027,359.37   sFT  0.99999418   -0 33 43.3
 GF0713;UTM  15      - 4,006,486.976   503,068.454   MT  0.99960012   +0 01 12.6
 GF0713
 GF0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0713!SPC AR N     -   0.99994777  x   0.99999418  =   0.99994195
 GF0713!UTM  15      -   0.99994777  x   0.99960012  =   0.99954791
 GF0713
 GF0713|---------------------------------------------------------------------|
 GF0713| PID    Reference Object                     Distance      Geod. Az  |
 GF0713|                                                           dddmmss.s |
 GF0713| CI2711 OLVEY RM 1                            9.302 METERS 06308     |
 GF0713| CI2712 OLVEY RM 2                            6.801 METERS 25503     |
 GF0713| CI2710 OLVEY AZ MK                                        2815409.8 |
 GF0713|---------------------------------------------------------------------|
 GF0713
 GF0713                          SUPERSEDED SURVEY CONTROL
 GF0713
 GF0713  NAD 83(1986)-  36 12 11.52243(N)    092 57 57.12063(W) AD(       ) 3
 GF0713  NAD 27      -  36 12 11.26100(N)    092 57 56.49800(W) AD(       ) 3
 GF0713
 GF0713.Superseded values are not recommended for survey control.
 GF0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0713.See file dsdata.txt to determine how the superseded data were derived.
 GF0713
 GF0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0306806487(NAD 83)
 GF0713_MARKER: DS = TRIANGULATION STATION DISK
 GF0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0713
 GF0713  HISTORY     - Date     Condition        Report By
 GF0713  HISTORY     - 1954     MONUMENTED       CGS
 GF0713  HISTORY     - 1965     GOOD             CGS
 GF0713  HISTORY     - 1972     GOOD             NGS
 GF0713  HISTORY     - 1979     GOOD             LOCENG
 GF0713
 GF0713                          STATION DESCRIPTION
 GF0713
 GF0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0713'THE STATION IS IN SECTION 23, T 18 N R 19 W, ON THE RIGHT-OF-WAY
 GF0713'OF U.S. HIGHWAY 62, ABOUT 1 MILE NORTH OF OLVEY, 51 FEET
 GF0713'SOUTH OF THE CENTER OF THE HIGHWAY, 42 FEET EAST OF THE CENTER
 GF0713'OF A NORTH-SOUTH GRAVELED ROAD, 24 FEET EAST OF POWERLINE
 GF0713'POLE NO. 78, AND 7 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS
 GF0713'POST.
 GF0713'
 GF0713'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GF0713'62 AND 65, 4 MILES SOUTH OF HARRISON, GO EAST ON U.S. HIGHWAY
 GF0713'62 FOR 3.8 MILES TO A HIGH ROAD BANK ON THE RIGHT AND THE
 GF0713'AZIMUTH MARK AS DESCRIBED BELOW, CONTINUE EASTERLY ON THE
 GF0713'HIGHWAY FOR 0.55 MILE TO A T-ROAD LEFT AND SIGN OLVEY AND
 GF0713'THE STATION IN THE SOUTHEAST ANGLE OF THIS INTERSECTION.
 GF0713'
 GF0713'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0713'OLVEY 1954.  REFERENCE MARK 1 IS 49 FEET SOUTH OF THE CENTER
 GF0713'OF THE HIGHWAY, 39 FEET WEST OF A TELEPHONE POLE, AND 7
 GF0713'FEET NORTH OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE
 GF0713'SURFACE OF THE GROUND AND THE DISK IS STAMPED OLVEY NO 1
 GF0713'1954.
 GF0713'
 GF0713'REFERENCE MARK 2 IS 52 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 GF0713'6 FEET EAST-NORTHEAST OF A POWERLINE POLE AND FENCE CORNER
 GF0713'AND 3.5 FEET NORTH OF A WIRE FENCE.  THE MARK IS FLUSH WITH
 GF0713'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED OLVEY NO 2 1954.
 GF0713'
 GF0713'THE AZIMUTH MARK IS 54 FEET NORTHEAST OF THE NORTHEAST CORNER
 GF0713'OF A HOUSE, 41 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 GF0713'8 FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET NORTHEAST OF
 GF0713'A POWERLINE POLE AND 3 FEET SOUTHWEST OF A WHITE 4 IN X 4
 GF0713'IN WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 GF0713'GROUND AND THE DISK IS STAMPED OLVEY 1954.
 GF0713'
 GF0713'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0713
 GF0713                          STATION RECOVERY (1965)
 GF0713
 GF0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0713'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0713'CONDITION.  A METAL WITNESS POST WAS SET 5-1/2 FEET SOUTH
 GF0713'OF THE STATION MARK.  THE AZIMUTH MARK RECOVERED AS DESCRIBED
 GF0713'AND IS 0.4 MILE WEST OF THE STATION.
 GF0713'
 GF0713'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0713'FOR RECOVERY.
 GF0713
 GF0713                          STATION RECOVERY (1972)
 GF0713
 GF0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0713'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 GF0713'DESCRIPTION AND ROUTE TO REACH THE STATION ARE ADEQUATE FOR
 GF0713'RECOVERY.
 GF0713'
 GF0713'THIS STATION WAS NOT OCCUPIED THIS DATE.
 GF0713'
 GF0713'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 GF0713'HARRISON.
 GF0713
 GF0713                          STATION RECOVERY (1979)
 GF0713
 GF0713'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (RBR)
 GF0713'OLVEY 1954 RECOVERED IN GOOD CONDITION.
 GF0713'
 GF0713'R. M. NO 1 1954 RECOVERED IN GOOD CONDITION (NO WITNESS POST).
 GF0713'
 GF0713'R. M. NO 2 1954 RECOVERED IN GOOD CONDITION (NO WITNESS POST).
 GF0713'
 GF0713'AZ. MK. 1954 RECOVERED IN GOOD CONIDITON (NO WITNESS POST).
 GF0713'
 GF0713'POWERLINE POLE NEAR AZ. MK. HAS BEEN REMOVED.  DESCRIPTION ADEQUATE
 GF0713'FOR RECOVERY.
 GF0713'
 GF0713'DISTANCE AND DIRECTION FROM NEAREST TOWN--SECTION 23 T1 8N R19W.1
 GF0713'MI. NORTH OF OLVEY ON THE RIGHT-OF-WAY OF U. S. HIGHWAY 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0797 ***********************************************************************
 GF0797  DESIGNATION -  OMAHA
 GF0797  PID         -  GF0797
 GF0797  STATE/COUNTY-  AR/BOONE
 GF0797  USGS QUAD   -  OMAHA (1967)
 GF0797
 GF0797                         *CURRENT SURVEY CONTROL
 GF0797  ___________________________________________________________________
 GF0797* NAD 83(1997)-  36 27 32.30004(N)    093 11 30.65199(W)     ADJUSTED  
 GF0797* NAVD 88     -       420.     (meters)    1378.     (feet)  SCALED    
 GF0797  ___________________________________________________________________
 GF0797  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GF0797  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GF0797
 GF0797  HORZ ORDER  -  THIRD
 GF0797
 GF0797.The horizontal coordinates were established by classical geodetic methods
 GF0797.and adjusted by the National Geodetic Survey in September 1999..
 GF0797
 GF0797.The orthometric height was scaled from a topographic map.
 GF0797
 GF0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0797
 GF0797.The geoid height was determined by GEOID03.
 GF0797
 GF0797;                    North         East     Units Scale Factor Converg.
 GF0797;SPC AR N     -   236,481.357   293,161.752   MT  1.00005240   -0 41 36.7
 GF0797;SPC AR N     -   775,855.92    961,814.85   sFT  1.00005240   -0 41 36.7
 GF0797;SPC MO C     -    69,639.830   437,987.600   MT  0.99998070   -0 24 40.1
 GF0797;UTM  15      - 4,034,874.240   482,809.953   MT  0.99960364   -0 06 50.4
 GF0797
 GF0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0797!SPC AR N     -   0.99993853  x   1.00005240  =   0.99999093
 GF0797!SPC MO C     -   0.99993853  x   0.99998070  =   0.99991923
 GF0797!UTM  15      -   0.99993853  x   0.99960364  =   0.99954220
 GF0797
 GF0797|---------------------------------------------------------------------|
 GF0797| PID    Reference Object                     Distance      Geod. Az  |
 GF0797|                                                           dddmmss.s |
 GF0797| CI2714 OMAHA RM 1                           22.852 METERS 25349     |
 GF0797| CI2713 OMAHA AZ MK                                        3382435.5 |
 GF0797| CI2715 OMAHA RM 2                           19.963 METERS 35730     |
 GF0797|---------------------------------------------------------------------|
 GF0797
 GF0797                          SUPERSEDED SURVEY CONTROL
 GF0797
 GF0797  NAD 83(1997)-  36 27 32.30226(N)    093 11 30.65105(W) AD(       ) 3
 GF0797  NAD 83(1986)-  36 27 32.31090(N)    093 11 30.64560(W) AD(       ) 3
 GF0797  NAD 27      -  36 27 32.07240(N)    093 11 29.99880(W) AD(       ) 3
 GF0797
 GF0797.Superseded values are not recommended for survey control.
 GF0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0797.See file dsdata.txt to determine how the superseded data were derived.
 GF0797
 GF0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8281034874(NAD 83)
 GF0797_MARKER: DS = TRIANGULATION STATION DISK
 GF0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0797
 GF0797  HISTORY     - Date     Condition        Report By
 GF0797  HISTORY     - 1961     MONUMENTED       CGS
 GF0797
 GF0797                          STATION DESCRIPTION
 GF0797
 GF0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0797'THE STATION IS ABOUT 1/2 MILE NORTH-NORTHWEST OF THE TOWN OF
 GF0797'OMAHA, ABOUT 3 MILES SOUTH OF THE ARKANSA-MISSOURI STATE LINE,
 GF0797'ON THE WEST SIDE OF U.S. HIGHWAY 65, ON THE ROAD RIGHT-OF-WAY
 GF0797'AND IS IN THE SOUTHEAST 1/4 OF SECTION 22, T. 21 N., R. 21 W.
 GF0797'IT IS 35 FEET NORTHEAST OF THE CENTER OF A WOODEN GATE, 51 FEET
 GF0797'WEST OF THE CENTERLINE OF HIGHWAY 65 AND 5 FEET EAST OF A
 GF0797'WITNESS POST AND WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 GF0797'AND THE DISK IS STAMPED OMAHA 1961.
 GF0797'
 GF0797'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 14 AND U.S. HIGHWAY
 GF0797'65 AT THE NORTH EDGE OF OMAHA, GO NORTH ON HIGHWAY 65 FOR 0.45
 GF0797'MILE TO THE STATION ON THE LEFT, JUST NORTH OF TWO HOUSES.
 GF0797'
 GF0797'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH AND WEST ON
 GF0797'HIGHWAY 65 FOR 0.8 MILE TO A DRIVEWAY LEFT.  TURN LEFT AND GO
 GF0797'SOUTHWEST ON THE DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE LEFT.
 GF0797'
 GF0797'REFERENCE MARK 1 IS 71 FEET SOUTHWEST OF THE WITNESS POST, 6
 GF0797'INCHES SOUTH OF A WIRE FENCE AND 62 FEET WEST OF A FENCE CORNER.
 GF0797'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED OMAHA
 GF0797'NO 1 1961.
 GF0797'
 GF0797'REFERENCE MARK 2 IS 50 FEET WEST OF THE CENTERLINE OF HIGHWAY
 GF0797'65, 1 FOOT EAST OF THE WIRE FENCE, 64 FEET NORTH OF THE WITNESS
 GF0797'POST AND 20 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST.  THE
 GF0797'MONUMENT PROJECTS 7 INCHES AND THE DISK IS STAMPED OMAHA
 GF0797'NO 2 1961.
 GF0797'
 GF0797'THE AZIMUTH MARK IS 6 INCHES NORTH OF A WOODEN FENCE, 2 FEET
 GF0797'EAST OF A WITNESS POST, 47 FEET NORTHEAST OF THE NORTHEAST CORNER
 GF0797'OF A CONCRETE BLOCK HOUSE AND IS ON THE PROPERTY OF MR. GILBERT
 GF0797'POOR.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GF0797'OMAHA 1961.
 GF0797'
 GF0797'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1755 ***********************************************************************
 FG1755  DESIGNATION -  OPPELLO
 FG1755  PID         -  FG1755
 FG1755  STATE/COUNTY-  AR/CONWAY
 FG1755  USGS QUAD   -  PERRYVILLE (1989)
 FG1755
 FG1755                         *CURRENT SURVEY CONTROL
 FG1755  ___________________________________________________________________
 FG1755* NAD 83(1997)-  35 06 42.03388(N)    092 46 02.12475(W)     ADJUSTED  
 FG1755* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 FG1755  ___________________________________________________________________
 FG1755  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 FG1755  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FG1755
 FG1755  HORZ ORDER  -  FIRST
 FG1755
 FG1755.The horizontal coordinates were established by classical geodetic methods
 FG1755.and adjusted by the National Geodetic Survey in September 1999..
 FG1755
 FG1755.The orthometric height was scaled from a topographic map.
 FG1755
 FG1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1755
 FG1755.The geoid height was determined by GEOID03.
 FG1755
 FG1755;                    North         East     Units Scale Factor Converg.
 FG1755;SPC AR N     -    86,623.169   330,056.644   MT  0.99996973   -0 26 47.3
 FG1755;SPC AR N     -   284,196.18  1,082,860.84   sFT  0.99996973   -0 26 47.3
 FG1755;UTM  15      - 3,885,452.408   521,209.320   MT  0.99960554   +0 08 01.9
 FG1755
 FG1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1755!SPC AR N     -   0.99998785  x   0.99996973  =   0.99995758
 FG1755!UTM  15      -   0.99998785  x   0.99960554  =   0.99959339
 FG1755
 FG1755:                Primary Azimuth Mark                     Grid Az
 FG1755:SPC AR N     -  MORRILTON COTTON MILL INC TANK           005 21 42.3
 FG1755:UTM  15      -  MORRILTON COTTON MILL INC TANK           004 46 53.1
 FG1755
 FG1755|---------------------------------------------------------------------|
 FG1755| PID    Reference Object                     Distance      Geod. Az  |
 FG1755|                                                           dddmmss.s |
 FG1755| FG1750 MORRILTON COTTON MILL INC TANK      APPROX. 5.1 KM 0045455.0 |
 FG1755| FG1751 MORRILTON COTTON OIL MILL TK        APPROX. 4.8 KM 0135312.2 |
 FG1755| FG1747 MORRILTON ARKANSAS PWR LT TANK      APPROX. 4.5 KM 0253959.1 |
 FG1755| FG1744 MORRILTON MUNICIPAL TANK            APPROX. 4.4 KM 0254421.5 |
 FG1755| CI2718 OPPELLO RM 1                         12.009 METERS 11152     |
 FG1755| CI2719 OPPELLO RM 2                         17.257 METERS 35145     |
 FG1755| CI2717 OPPELLO AZ MK                                      3574535.2 |
 FG1755|---------------------------------------------------------------------|
 FG1755
 FG1755                          SUPERSEDED SURVEY CONTROL
 FG1755
 FG1755  NAD 83(1986)-  35 06 42.04957(N)    092 46 02.11791(W) AD(       ) 1
 FG1755  NAD 27      -  35 06 41.73900(N)    092 46 01.52400(W) AD(       ) 1
 FG1755
 FG1755.Superseded values are not recommended for survey control.
 FG1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1755.See file dsdata.txt to determine how the superseded data were derived.
 FG1755
 FG1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2120985452(NAD 83)
 FG1755_MARKER: DS = TRIANGULATION STATION DISK
 FG1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1755_SP_SET: CONCRETE POST
 FG1755_STAMPING: OPPELLO 1940
 FG1755_MARK LOGO: CGS   
 FG1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1755+STABILITY: SURFACE MOTION
 FG1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1755+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1989
 FG1755
 FG1755  HISTORY     - Date     Condition        Report By
 FG1755  HISTORY     - 1940     MONUMENTED       CGS
 FG1755  HISTORY     - 1940     GOOD             CGS
 FG1755  HISTORY     - 1967     GOOD             CGS
 FG1755  HISTORY     - 19890926 GOOD             NGS
 FG1755
 FG1755                          STATION DESCRIPTION
 FG1755
 FG1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1755'STATION IS ABOUT 3-1/2 MILES SSW OF MORRILTON, 1/2 MILE N OF
 FG1755'OPPELLO AND 0.25 MILE S OF JUNCTION OF STATE HIGHWAYS 154
 FG1755'AND 9, ON TOP OF E BANK OF HIGHWAY CUT, 29.5 FEET NW OF
 FG1755'NW CORNER OF MR. SADDLERS HOUSE.
 FG1755'
 FG1755'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1755'DISKS SET IN CONCRETE.
 FG1755'
 FG1755'STATION MARK IS 19 FEET E OF E EDGE OF HIGHWAY CUT 9.5 FEET
 FG1755'E OF WHITE WITNESS POST, PROJECTS 6 INCHES, AND IS STAMPED
 FG1755'OPPELLO 1940.
 FG1755'
 FG1755'REFERENCE MARK NO.1 IS 12 FEET E OF NW CORNER OF HOUSE, 2.5 FEET
 FG1755'N OF N SIDE OF HOUSE, PROJECTS 6 INCHES, SAME ELEVATION AS
 FG1755'STATION, AND IS STAMPED OPPELLO NO.1 1940.
 FG1755'
 FG1755'REFERENCE MARK NO.2 IS 9 FEET E OF E EDGE OF HIGHWAY CUT,
 FG1755'PROJECTS 6 INCHES, 2 FEET LOWER THAN THE STATION, AND IS
 FG1755'STAMPED OPPELLO NO.2 1940.
 FG1755'
 FG1755'AZIMUTH MARK IS IN THE CENTER OF THE TRIANGLE FORMED BY STATE
 FG1755'HIGHWAY 9 ON THE E AND THE N AND S JUNCTION ROADS INTO STATE
 FG1755'HIGHWAY 154 FROM STATE HIGHWAY 9, 33.5 FEET W OF CENTER
 FG1755'LINE OF STATE HIGHWAY 9, 4.5 FEET S OF CHOCTAW INDIAN BOUNDARY
 FG1755'SIGN, 5 FEET SW OF WHITE WITNESS POST, PROJECTS 4 INCHES, AND
 FG1755'IS STAMPED OPPELLO 1940.
 FG1755'
 FG1755'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY
 FG1755'9 IN MORRILTON BY GOING S AND W 5.0 MILES TO JUNCTION OF
 FG1755'STATE HIGHWAYS 154 AND 9, THE AZIMUTH MARK IS ON RIGHT.  CONTINUE
 FG1755'S 0.3 MILE, TURN SHARP LEFT OFF HIGHWAY AND GO ABOUT 100
 FG1755'YARDS TO TOP OF HIGHWAY CUT AT MR. SADDLERS HOUSE AND STATION.
 FG1755'
 FG1755'A 4-FOOT WOODEN STAND WAS USED.
 FG1755
 FG1755                          STATION RECOVERY (1940)
 FG1755
 FG1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 FG1755'RECOVERED IN GOOD CONDITION.
 FG1755
 FG1755                          STATION RECOVERY (1967)
 FG1755
 FG1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1755'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 FG1755'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 FG1755'DUE TO CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1755'
 FG1755'THE STATION IS LOCATED ON A LOW RISE, ABOUT 3-1/2 MILES
 FG1755'SOUTH-SOUTHWEST OF MORRILTON, 1/2 MILE NORTH OF OPPELLO AND
 FG1755'ON THE EAST CUTBANK OF STATE HIGHWAY 9.
 FG1755'
 FG1755'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 154 IN OPPELLO,
 FG1755'GO NORTH ON STATE HIGHWAY 9 FOR 0.7 MILE TO A SIDE ROAD
 FG1755'LEFT.  CONTINUE AHEAD AND GO NORTH ON THE HIGHWAY FOR 0.05
 FG1755'MILE TO THE STATION ON THE RIGHT.
 FG1755'
 FG1755'STATION MARK IS A STANDARD DISK, STAMPED OPELLO 1940, SET
 FG1755'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1755'5 INCHES.  IT IS 89 FEET EAST OF THE CENTER OF THE HIGHWAY,
 FG1755'19 FEET EAST OF THE EAST CUTBANK AND 1 FOOT NORTH OF A METAL
 FG1755'WITNESS POST.
 FG1755'
 FG1755'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OPPELLO NO
 FG1755'1 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1755'PROJECTING 5 INCHES.  IT IS 58 FEET EAST OF THE EAST CUTBANK,
 FG1755'1 FOOT SOUTH OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION
 FG1755'AS THE STATION.
 FG1755'
 FG1755'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OPPELLO NO
 FG1755'2 1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG1755'PROJECTING 4 INCHES.  IT IS 9 FEET EAST OF THE EAST CUTBANK,
 FG1755'76 FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF A
 FG1755'METAL WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 FG1755'
 FG1755'THERE ARE NO INTERSECTION STATIONS VISIBLE TO ESTABLISH
 FG1755'AN AZIMUTH MARK BY.
 FG1755
 FG1755                          STATION RECOVERY (1989)
 FG1755
 FG1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FG1755'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 FG1755'FOR.  STATION IS IN MEDIUM THICK WOODS WITH A SMALL CLEARING CUT OUT
 FG1755'FOR SATELLITE WORK.  SEE END OF DESCRIPTION FOR HORIZON BLOCKAGES.
 FG1755'STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) SOUTHWEST OF MORRILTON, 1.2
 FG1755'KM (0.7 MI)  NORTH OF OPPELO (SPELLED WITH ONE L), ON A CUTBANK, ON
 FG1755'THE WEST EDGE OF SECTION 1, T 5 N, R 17 W. OWNERSHIP--UNKNOWN.
 FG1755'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 13 IN OPPELLO.  GO
 FG1755'NORTH ON HIGHWAY 9 FOR 1.09 KM (0.68 MI) TO A GRAVEL ROAD LEFT AND A
 FG1755'SMALL CLEARING AT HYDRANT ON THE RIGHT AND END OF TRUCK TRAVEL. PACK
 FG1755'EAST FOR 10 M (32.8 FT) , THEN NORTH ON DIM ROAD PARALLEL TO HIGHWAY
 FG1755'FOR 50 M (164.0 FT) TO THE STATION.  NOTE--TRUCK CAN BE PARKED ALONG
 FG1755'HIGHWAY NEXT TO STATION FOR ANTENNA CORD TO REACH STATION BUT BANK IS
 FG1755'STEEP FOR PACKING EQUIPMENT.
 FG1755'STATION MARK IS SET IN THE TOP OF A 35-CM SQUARE CONCRETE POST
 FG1755'PROJECTING 7 CM ON THE WEST EDGE OF DIM ROAD, 4.8 M (15.7 FT) EAST OF
 FG1755'EDGE OF HIGHWAY CUTBANK, ABOUT 5 M (16.4 FT) ABOVE THE HIGHWAY, AND
 FG1755'0.3 M (1.0 FT) SOUTHWEST OF A METAL WITNESS POST.
 FG1755'NOTE--HORIZON BLOCKAGES ARE 35 DEGREES TO NORTHEAST, 40 DEGREES TO
 FG1755'EAST AND EAST-SOUTHEAST, 35 DEGREES TO SOUTHEAST, AND 45 DEGREES TO
 FG1755'THE SOUTH-SOUTHEAST.  TRACK ROAD FROM FIRE HYDRANT TO WITHIN 30 M
 FG1755'(98.4 FT)  OF STATION HAS NOW BEEN CLEARED BY RECON G-04 FOR TRUCK
 FG1755'TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1821 ***********************************************************************
 FF1821  DESIGNATION -  ORCHARD
 FF1821  PID         -  FF1821
 FF1821  STATE/COUNTY-  AR/WOODRUFF
 FF1821  USGS QUAD   -  GRAYS (1992)
 FF1821
 FF1821                         *CURRENT SURVEY CONTROL
 FF1821  ___________________________________________________________________
 FF1821* NAD 83(1997)-  35 10 53.15840(N)    091 14 12.73812(W)     ADJUSTED  
 FF1821* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 FF1821  ___________________________________________________________________
 FF1821  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 FF1821  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1821
 FF1821  HORZ ORDER  -  SECOND
 FF1821
 FF1821.The horizontal coordinates were established by classical geodetic methods
 FF1821.and adjusted by the National Geodetic Survey in September 1999..
 FF1821
 FF1821.The orthometric height was scaled from a topographic map.
 FF1821
 FF1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1821
 FF1821.The geoid height was determined by GEOID03.
 FF1821
 FF1821;                    North         East     Units Scale Factor Converg.
 FF1821;SPC AR N     -    94,358.789   469,507.024   MT  0.99996049   +0 26 38.6
 FF1821;SPC AR N     -   309,575.46  1,540,374.29   sFT  0.99996049   +0 26 38.6
 FF1821;UTM  15      - 3,894,587.049   660,541.027   MT  0.99991764   +1 00 57.9
 FF1821
 FF1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1821!SPC AR N     -   0.99999359  x   0.99996049  =   0.99995409
 FF1821!UTM  15      -   0.99999359  x   0.99991764  =   0.99991124
 FF1821
 FF1821:                Primary Azimuth Mark                     Grid Az
 FF1821:SPC AR N     -  MCCRORY MUNICIPAL TANK                   020 39 42.9
 FF1821:UTM  15      -  MCCRORY MUNICIPAL TANK                   020 05 23.6
 FF1821
 FF1821|---------------------------------------------------------------------|
 FF1821| PID    Reference Object                     Distance      Geod. Az  |
 FF1821|                                                           dddmmss.s |
 FF1821| FF1811 MCCRORY MUNICIPAL TANK              APPROX. 9.1 KM 0210621.5 |
 FF1821| CI2721 ORCHARD RM 1                         20.282 METERS 02441     |
 FF1821| FF1809 MCCRORY FEDERAL COMPRESS W TK       APPROX. 9.1 KM 0244644.5 |
 FF1821| FF1812 MCCRORY FEDERAL COMPRESS E TK       APPROX. 9.2 KM 0253823.9 |
 FF1821| CI2723 ORCHARD RM 3                         24.587 METERS 10031     |
 FF1821| CI2722 ORCHARD RM 2                         25.342 METERS 14109     |
 FF1821| FF1820 L 12 3                               42.812 METERS 15318     |
 FF1821| CI2720 ORCHARD AZ MK                                      1792956.6 |
 FF1821| FF1822 GREGORY                             APPROX.10.1 KM 2524820.0 |
 FF1821| FF1832 AUGUSTA WEST MUNICIPAL TANK         APPROX.16.4 KM 3133739.9 |
 FF1821| FF1831 AUGUSTA EAST MUNICIPAL TANK         APPROX.16.1 KM 3145540.5 |
 FF1821|---------------------------------------------------------------------|
 FF1821
 FF1821                          SUPERSEDED SURVEY CONTROL
 FF1821
 FF1821  NAD 83(1986)-  35 10 53.16732(N)    091 14 12.73712(W) AD(       ) 2
 FF1821  NAD 27      -  35 10 52.85080(N)    091 14 12.28550(W) AD(       ) 2
 FF1821
 FF1821.Superseded values are not recommended for survey control.
 FF1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1821.See file dsdata.txt to determine how the superseded data were derived.
 FF1821
 FF1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6054194587(NAD 83)
 FF1821_MARKER: DS = TRIANGULATION STATION DISK
 FF1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1821
 FF1821  HISTORY     - Date     Condition        Report By
 FF1821  HISTORY     - 1954     MONUMENTED       CGS
 FF1821  HISTORY     - 1975     GOOD             NGS
 FF1821
 FF1821                          STATION DESCRIPTION
 FF1821
 FF1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1821'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE SMALL
 FF1821'VILLAGE OF PATTERSON, NEAR THE SOUTHEAST CORNER OF AN ORCHARD,
 FF1821'ON LAND OWNED BY MR. V.M. THOMPSON OF MC CRORY, 55 FEET
 FF1821'SOUTH-SOUTHWEST OF A POWERLINE POLE, 50 FEET WEST OF THE
 FF1821'CENTER OF A CURVE IN A GRAVELED ROAD, 35 FEET NORTH OF THE
 FF1821'CENTER OF A DIRT ROAD THROUGH THE ORCHARD, AND 20 FEET
 FF1821'NORTH-NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 FF1821'
 FF1821'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF PATTERSON,
 FF1821'GO SOUTH ON STATE HIGHWAY NO. 17 FOR 5.3 MILES TO THE STATION
 FF1821'ON THE RIGHT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.25 MILES
 FF1821'TO THE AZIMUTH MARK ON THE LEFT.
 FF1821'
 FF1821'THE STATION MARK IS SET ABOUT 18 INCHES BELOW THE SURFACE
 FF1821'OF THE GROUND, AND THE DISK IS STAMPED ORCHARD 1954.
 FF1821'
 FF1821'REFERENCE MARK NO. 1 IS 20 FEET WEST OF THE CENTER OF THE
 FF1821'HIGHWAY, AND 4 FEET WEST OF A POWERLINE POLE.  IT PROJECTS
 FF1821'2 INCHES, AND THE DISK IS STAMPED ORCHARD NO 1 1954.
 FF1821'
 FF1821'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTER OF THE
 FF1821'DIRT ROAD THROUGH THE ORCHARD.  IT PROJECTS 2 INCHES, AND THE
 FF1821'DISK IS STAMPED ORCHARD NO 2 1954.
 FF1821'
 FF1821'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF THE HIGHWAY,
 FF1821'2.5 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST, AND
 FF1821'2 FEET WEST OF A POWERLINE POLE.  IT PROJECTS 1 INCH, AND
 FF1821'THE DISK IS STAMPED ORCHARD 1954.
 FF1821'
 FF1821'L - 12 - 3 (USED) IS 90 FEET SOUTH OF THE CENTER OF THE CURVE
 FF1821'IN THE HIGHWAY, 20 FEET EAST OF A ROW OF PEACH TREES, AND
 FF1821'4 FEET EAST OF AN IRRIGATION DITCH.  IT IS A BRONZE DISK
 FF1821'STAMPED L - 12 - 3 SET IN CONCRETE AND IS FLUSH WITH THE
 FF1821'GROUND.
 FF1821'
 FF1821'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF1821
 FF1821                          STATION RECOVERY (1975)
 FF1821
 FF1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FF1821'THE STATION WAS VISITED 5-7-75 AND THE STATION MARK,
 FF1821'REFERENCE MARK NO 1, AND L-12-3 (USED) WERE RECOVERED IN GOOD
 FF1821'CONDITION.  L-12-3 (USED) IS NOT VG TO THE STATION DUE TO LARGE
 FF1821'TREE ON LINE.  REFERENCE MARK NO 2 WAS FOUND ON ITS SIDE AND
 FF1821'THE DISK WAS RECLAIMED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FF1821'NOT FOUND.  A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS
 FF1821'DATE.  A NEW DESCRIPTION FOLLOWS--
 FF1821'
 FF1821'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE SMALL
 FF1821'VILLAGE OF PATTERSON NEAR THE SOUTHEAST CORNER OF A CULTIVATED
 FF1821'FIELD, ON LAND OWNED BY V. M. THOMPSON.
 FF1821'
 FF1821'TO REACH FROM THE POST OFFICE IN COTTON PLANT GO EAST
 FF1821'ON STATE HIGHWAYS 17 AND 38 FOR 1.6 MILES TO A FORK.  TAKE
 FF1821'LEFT FORK AND GO NORTH ON STATE HIGHWAY 17 FOR 8.4 MILES TO
 FF1821'THE POST OFFICE IN THE SMALL VILLAGE OF HOWELL, CONTINUE NORTH
 FF1821'ON STATE HIGHWAY 17 FOR 4.7 MILES TO SIDE ROAD AND STATION ON
 FF1821'LEFT.
 FF1821'
 FF1821'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK,
 FF1821'STAMPED ORCHARD 1954 SET IN TOP OF A CONCRETE POST, 14 INCHES
 FF1821'BELOW THE GROUND.  IT IS IN THE SOUTHEAST CORNER OF A CULTIVATED
 FF1821'FIELD, 124 FEET WEST OF THE CENTER OF STATE HIGHWAY 17, 56 FEET
 FF1821'SOUTH-SOUTHWEST OF A POWER POLE IN A FIELD, 52 FEET
 FF1821'WEST-SOUTHWEST OF THE CENTER OF OLD HIGHWAY AND 36 FEET NORTH OF
 FF1821'THE CENTER OF EAST-WEST GRADED ROAD.
 FF1821'
 FF1821'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK,
 FF1821'STAMPED ORCHARD NO 1 1954 SET IN TOP OF A SQUARE CONCRETE POST
 FF1821'PROJECTING 2 INCHES.  IT IS 94 FEET NORTH OF THE CENTER OF
 FF1821'EAST-WEST GRADED ROAD, 84 FEET WEST OF THE CENTER OF STATE
 FF1821'HIGHWAY 17, 20 FEET WEST OF THE CENTER OF OLD HIGHWAY, 17.8
 FF1821'FEET EAST OF POWER POLE IN FIELD AND 0.8 FOOT WEST OF A METAL
 FF1821'WITNESS POST AND SIGN PROJECTING 2 FEET.
 FF1821'
 FF1821'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK,
 FF1821'STAMPED ORCHARD 1954 NO 3 1975 SET IN A DRILL HOLE ON TOP
 FF1821'OF A CONCRETE HEADWALL OF A CULVERT.  IT IS 50 FEET WEST OF
 FF1821'THE CENTER OF STATE HIGHWAY 17, 37 FEET NORTHWEST OF A STOP
 FF1821'SIGN, 17 FEET NORTH OF THE CENTER OF EAST-WEST GRADED ROAD,
 FF1821'2 FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN AND
 FF1821'1.5 FEET EAST OF THE WEST END OF CULVERT.
 FF1821'
 FF1821'THE DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 3 IS 91.135
 FF1821'FEET.
 FF1821'
 FF1821'L-12-3 (USED) IS A BRONZE DISK, STAMPED L-12-3 SET IN TOP OF
 FF1821'A 5 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 FF1821'95 FEET SOUTH OF THE CENTER OF EAST-WEST GRADED ROAD, 70 FEET
 FF1821'WEST OF THE CENTER OF STATE HIGHWAY 17, 20.5 FEET WEST OF
 FF1821'A POWER POLE, 11 FEET WEST OF THE CENTER OF A LANE, 2.5 FEET
 FF1821'EAST OF THE EAST EDGE OF SMALL STREAM AND 1.5 FEET EAST OF
 FF1821'A METAL WITNESS POST AND SIGN PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1742 ***********************************************************************
 EJ1742  DESIGNATION -  ORPHAN
 EJ1742  PID         -  EJ1742
 EJ1742  STATE/COUNTY-  AR/PULASKI
 EJ1742  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1742
 EJ1742                         *CURRENT SURVEY CONTROL
 EJ1742  ___________________________________________________________________
 EJ1742* NAD 83(1997)-  34 49 33.59745(N)    092 17 22.26204(W)     ADJUSTED  
 EJ1742* NAVD 88     -       170.5    (meters)     559.     (feet)  VERTCON   
 EJ1742  ___________________________________________________________________
 EJ1742  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 EJ1742  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ1742
 EJ1742  HORZ ORDER  -  FIRST
 EJ1742
 EJ1742.The horizontal coordinates were established by classical geodetic methods
 EJ1742.and adjusted by the National Geodetic Survey in September 1999..
 EJ1742
 EJ1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1742
 EJ1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1742
 EJ1742.The geoid height was determined by GEOID03.
 EJ1742
 EJ1742;                    North         East     Units Scale Factor Converg.
 EJ1742;SPC AR S     -   639,543.558   373,514.346   MT  1.00001377   -0 09 43.3
 EJ1742;SPC AR S     - 2,098,235.82  1,225,438.32   sFT  1.00001377   -0 09 43.3
 EJ1742;SPC AR N     -    54,696.796   373,514.109   MT  1.00002283   -0 10 06.5
 EJ1742;SPC AR N     -   179,451.07  1,225,437.54   sFT  1.00002283   -0 10 06.5
 EJ1742;UTM  15      - 3,853,977.379   564,970.255   MT  0.99965202   +0 24 20.7
 EJ1742
 EJ1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1742!SPC AR S     -   0.99997746  x   1.00001377  =   0.99999123
 EJ1742!SPC AR N     -   0.99997746  x   1.00002283  =   1.00000029
 EJ1742!UTM  15      -   0.99997746  x   0.99965202  =   0.99962949
 EJ1742
 EJ1742:                Primary Azimuth Mark                     Grid Az
 EJ1742:SPC AR S     -  DALLAS LOUISVILLE AWY BCN 32             101 44 17.7
 EJ1742:SPC AR N     -  DALLAS LOUISVILLE AWY BCN 32             101 44 40.9
 EJ1742:UTM  15      -  DALLAS LOUISVILLE AWY BCN 32             101 10 13.7
 EJ1742
 EJ1742|---------------------------------------------------------------------|
 EJ1742| PID    Reference Object                     Distance      Geod. Az  |
 EJ1742|                                                           dddmmss.s |
 EJ1742| EH3083 DALLAS LOUISVILLE AWY BCN 32        APPROX.27.6 KM 1013434.4 |
 EJ1742| EJ1736 LEVY ST JOSEPHS ORPHANGE CROSS      APPROX. 1.9 KM 1221431.9 |
 EJ1742| EJ1682 N LITTLE ROCK RAD KARK NE TWR       APPROX. 7.2 KM 1455650.2 |
 EJ1742| CY7054 ORPHAN RM 3                          27.698 METERS 15502     |
 EJ1742| EJ1696 LITTLE ROCK AIRPORT BEACON          APPROX.11.2 KM 1570932.4 |
 EJ1742| EJ1704 LITTLE ROCK CATHOLIC CATHEDRAL      APPROX. 9.4 KM 1702712.2 |
 EJ1742| EJ1709 LITTLE ROCK GAINES ST SPIPE         APPROX.10.2 KM 1753317.3 |
 EJ1742| EJ1713 LITTLE ROCK CAPITOL DOME            APPROX. 8.8 KM 1794511.8 |
 EJ1742| EJ1751 FORT LOGAN H ROOTS WATER TANK       APPROX. 5.6 KM 1850922.8 |
 EJ1742| CY7052 ORPHAN RM 1                           8.320 METERS 28400     |
 EJ1742| CY7053 ORPHAN RM 2                          41.098 METERS 28401     |
 EJ1742| CY7051 ORPHAN AZ MK                                       3110024.4 |
 EJ1742|---------------------------------------------------------------------|
 EJ1742
 EJ1742                          SUPERSEDED SURVEY CONTROL
 EJ1742
 EJ1742  NAD 83(1986)-  34 49 33.60844(N)    092 17 22.25013(W) AD(       ) 1
 EJ1742  NAD 27      -  34 49 33.28100(N)    092 17 21.70600(W) AD(       ) 1
 EJ1742  NGVD 29 (07/19/86)  170.5    (m)          559.     (f) VERT ANG       
 EJ1742
 EJ1742.Superseded values are not recommended for survey control.
 EJ1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1742.See file dsdata.txt to determine how the superseded data were derived.
 EJ1742
 EJ1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6497053977(NAD 83)
 EJ1742_MARKER: DS = TRIANGULATION STATION DISK
 EJ1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1742
 EJ1742  HISTORY     - Date     Condition        Report By
 EJ1742  HISTORY     - 1916     MONUMENTED       CGS
 EJ1742  HISTORY     - 1920     GOOD             CGS
 EJ1742  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EJ1742  HISTORY     - 1940     GOOD             CGS
 EJ1742  HISTORY     - 1949     MARK NOT FOUND   CGS
 EJ1742  HISTORY     - 1961     MARK NOT FOUND   USGS
 EJ1742
 EJ1742                          STATION DESCRIPTION
 EJ1742
 EJ1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EJ1742'STATION IS 6 MILES W OF N FROM LITTLE ROCK, 1-1/2 MILES W
 EJ1742'FROM ST. JOSEPHS ORPHANAGE, ON LAND BELONGING TO THE DIOCESE,
 EJ1742'1/8 MILE E FROM CHURCH, ON THE HIGHEST POINT OF
 EJ1742'ROUNDED RIDGE, 41 METERS (134.5 FEET) E OF FENCE LINE.
 EJ1742'
 EJ1742'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 EJ1742'SET IN CONCRETE AS DESCRIBED.  REFERENCE
 EJ1742'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE AS DESCRIBED.
 EJ1742'NO.1 IS 8.32 METERS (27.3 FEET) FROM STATION,
 EJ1742'N 76 DEG 00 MIN W.  NO.2 IS ON FENCE LINE, ON RANGE
 EJ1742'WITH STATION AND NO.1 AND 41.095 METERS (134.83 FEET) FROM
 EJ1742'STATION, N 76 DEG 00 MIN W.  AZIMUTH FROM STATION
 EJ1742'TO LITTLE ROCK, STANDPIPE, DISTANT 6 MILES, IS S 4 DEG 26 MIN
 EJ1742'47 SEC E, TO LITTLE ROCK, CAPITOL DOME, BALL ON TOP, 5-1/2
 EJ1742'MILES, S 0 DEG 14 MIN 48 SEC E, TO FORT LOGAN H. ROOTS, WATER
 EJ1742'TANK 3-1/2 MILES, S 5 DEG 09 MIN 28 SEC W, AND TO ST. JOSEPHS
 EJ1742'ORPHANAGE, 1-1/2 MILES, S 57 DEG 44 MIN 25 SEC E.
 EJ1742
 EJ1742                          STATION RECOVERY (1920)
 EJ1742
 EJ1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 EJ1742'IN 1920,
 EJ1742'THE CHURCH, FENCE LINES, AND ALL MARKS WERE
 EJ1742'REPORTED LOST.  INDICATIONS ARE THAT GRADE HAD BEEN CHANGED
 EJ1742'AND STATION MARK IS NOW COVERED BY TWO OR LESS FEET OF DIRT.
 EJ1742'STATION POSITION PROBABLY NOW UNDER CAMP PIKE ARMY POST
 EJ1742'BUILDING USED FOR SHOE REPAIRS.  ELEVATION OF STATION
 EJ1742'MARK IS 170.5 METERS (559 FEET).
 EJ1742
 EJ1742                          STATION RECOVERY (1933)
 EJ1742
 EJ1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCM)
 EJ1742'THE ORIGINAL DESCRIPTION OF THIS STATION NOW IS NO GOOD.
 EJ1742'THE CHURCH AND FENCE LINE ARE GONE.  LOCATED THE
 EJ1742'ROUNDED RIDGE AND FOUND FOUNDATIONS OF A NUMBER OF OLD BUILDINGS,
 EJ1742'BUT COULD NOT LOCATE EITHER THE STATION OR REFERENCE MARKS.
 EJ1742'I SPENT ABOUT 5 HOURS IN THIS SEARCH.
 EJ1742
 EJ1742                          STATION RECOVERY (1940)
 EJ1742
 EJ1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1742'STATION IS ABOUT 5 MILES AIRLINE AND 6.3 MILES BY ROAD NNW
 EJ1742'OF N LITTLE ROCK POST OFFICE ON GOVERNMENT PROPERTY NOW
 EJ1742'CALLED FORT ROBINSON.  THE STATION MARK AND REFERENCE MARK
 EJ1742'NO.2 WERE RECOVERED AS DESCRIBED AND ARE IN GOOD CONDITION.
 EJ1742'REFERENCE MARK NO.1 IS LOST, REFERENCE MARK NO.3 1940 AND
 EJ1742'THE AZIMUTH MARK 1940 HAVE BEEN ESTABLISHED.
 EJ1742'
 EJ1742'STATION IS A STANDARD DISK SET IN THE TOP OF A 14-INCH SQUARE
 EJ1742'CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND, 67
 EJ1742'FEET NE OF CENTER LINE OF GRAVEL ROAD, 7.0 FEET NE OF WHITE
 EJ1742'WITNESS POST AND IS STAMPED ORPHAN 1916.
 EJ1742'
 EJ1742'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN THE TOP OF
 EJ1742'A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND, 9 FEET
 EJ1742'NE OF CENTER LINE OF ROAD, STAMPED ORPHAN NO.2 1916.  REFERENCE
 EJ1742'MARK NO.3 IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 EJ1742'DESCRIBED, AND IS 25.5 FEET NE OF CENTER LINE
 EJ1742'OF ROAD, STAMPED ORPHAN NO.3 1940.  THE REFERENCE AND STATION
 EJ1742'MARKS ARE AT SAME ELEVATION.
 EJ1742'
 EJ1742'THE AZIMUTH MARK IS 41 FEET NW OF CENTER LINE OF SW-NE GRAVEL
 EJ1742'ROAD, 67 FEET NE OF CENTER LINE OF NW-SE ROAD, 7.5 FEET
 EJ1742'SE OF SE CORNER OF OLD CONCRETE FOUNDATION, 4.6 FEET NE OF
 EJ1742'WHITE WITNESS POST AND IS STAMPED ORPHAN 1940.
 EJ1742'
 EJ1742'IN 1920 ALL MARKS AND REFERENCE POINTS WERE REPORTED LOST.
 EJ1742'INDICATIONS WERE REPORTED LOST.  INDICATIONS WERE THAT GRADE
 EJ1742'HAD BEEN CHANGED AND STATION MARK WAS COVERED BY 2 FEET OR
 EJ1742'LESS OF DIRT.  HOWEVER, STATION MARK AND REFERENCE MARK NO.2
 EJ1742'WERE RECOVERED AS DESCRIBED IN 1916.
 EJ1742'
 EJ1742'TO REACH THE STATION FROM NORTH LITTLE ROCK POST OFFICE BY
 EJ1742'GOING N ON U.S. HIGHWAY 65, 2.35 MILES TO LEVEY, TURN RIGHT
 EJ1742'OFF U.S. HIGHWAY 65 (SIGN FORT ROBINSON) AND FOLLOW MAIN-TRAVELED
 EJ1742'ROAD 1.9 MILES TO FORK, TAKE LEFT FORK (SIGN FORT ROBINSON
 EJ1742'1 MILE) AND GO 0.9 MILE TO GATEWAY PASSING ST. JOSEPHS ORPHANAGE
 EJ1742'ON RIGHT 0.4 MILE FROM FORK, PASS THROUGH GATEWAY, TURN LEFT
 EJ1742'AND GO 0.55 MILE, TURN RIGHT FOLLOWING PAVED STREET 0.2
 EJ1742'MILE, PASS EVER CATTLE GUARD AND CONTINUE STRAIGHT AHEAD
 EJ1742'0.05 MILE, TURN LEFT AND GO 0.35 MILE TO STATION ON RIGHT
 EJ1742'ABOUT 75 YARDS W OF THE ORDINANCE BUILDING.
 EJ1742'
 EJ1742'A 116-FOOT TOWER WAS USED.
 EJ1742'
 EJ1742'DISTANCE OF 1916 TO REFERENCE MARK NO.2 IS 134.83 FEET AND
 EJ1742'41.095 METERS.
 EJ1742
 EJ1742                          STATION RECOVERY (1949)
 EJ1742
 EJ1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 EJ1742'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  ABOUT 3
 EJ1742'FEET OF DIRT HAS BEEN REMOVED FROM THE STATION SITE AND
 EJ1742'A BUILDING WITH A CONCRETE FOUNDATION WAS ERECTED WITHIN
 EJ1742'6 INCHES OF WHERE THE STATION SHOULD HAVE BEEN.  THE UNDERGROUND
 EJ1742'MARK WAS DUG FOR BUT COULD NOT BE FOUND.
 EJ1742'
 EJ1742'R.M. 3 (1940) AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 EJ1742'R.M. 2 IS BELIEVED TO HAVE BEEN REMOVED BY ROAD GRADING.
 EJ1742
 EJ1742                          STATION RECOVERY (1961)
 EJ1742
 EJ1742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EJ1742'STATION COULD NOT BE LOCATED BECAUSE DIRT HAD BEEN REMOVED.
 EJ1742'REFERENCE MARK NO. 3 WAS FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0987 ***********************************************************************
 GE0987  DESIGNATION -  ORR RESET
 GE0987  PID         -  GE0987
 GE0987  STATE/COUNTY-  AR/CLAY
 GE0987  USGS QUAD   -  PIGGOTT (1984)
 GE0987
 GE0987                         *CURRENT SURVEY CONTROL
 GE0987  ___________________________________________________________________
 GE0987* NAD 83(1997)-  36 28 03.08001(N)    090 11 25.02938(W)     ADJUSTED  
 GE0987* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 GE0987  ___________________________________________________________________
 GE0987  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GE0987  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GE0987
 GE0987  HORZ ORDER  -  FIRST
 GE0987
 GE0987.The horizontal coordinates were established by classical geodetic methods
 GE0987.and adjusted by the National Geodetic Survey in February 2000..
 GE0987
 GE0987.The orthometric height was scaled from a topographic map.
 GE0987
 GE0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0987
 GE0987.The geoid height was determined by GEOID03.
 GE0987
 GE0987;                    North         East     Units Scale Factor Converg.
 GE0987;SPC AR N     -   238,274.201   562,201.698   MT  1.00005469   +1 03 11.1
 GE0987;SPC AR N     -   781,737.94  1,844,490.07   sFT  1.00005469   +1 03 11.1
 GE0987;SPC MO E     -    70,410.637   277,757.397   MT  0.99994282   +0 11 02.7
 GE0987;UTM  15      - 4,039,476.254   751,759.597   MT  1.00038099   +1 40 15.2
 GE0987
 GE0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0987!SPC AR N     -   0.99998160  x   1.00005469  =   1.00003629
 GE0987!SPC MO E     -   0.99998160  x   0.99994282  =   0.99992442
 GE0987!UTM  15      -   0.99998160  x   1.00038099  =   1.00036258
 GE0987
 GE0987|---------------------------------------------------------------------|
 GE0987| PID    Reference Object                     Distance      Geod. Az  |
 GE0987|                                                           dddmmss.s |
 GE0987| CI4804 ORR RM 3                             10.462 METERS 00617     |
 GE0987| GE0981 CAMPBELL MUNICIPAL TANK             APPROX.10.7 KM 0762930.9 |
 GE0987| GE0978 ARKANSAS MO POWER CO RAD MAST       APPROX. 6.7 KM 0903243.0 |
 GE0987| GE0979 ARKANSAS MO POWER CO WATER TK       APPROX. 6.5 KM 0910201.4 |
 GE0987| CI4803 ORR RM 2                             18.004 METERS 26949     |
 GE0987| CI4801 ORR AZ MK                                          3433522.2 |
 GE0987| CI4802 ORR RM 1                             29.882 METERS 35943     |
 GE0987|---------------------------------------------------------------------|
 GE0987
 GE0987                          SUPERSEDED SURVEY CONTROL
 GE0987
 GE0987  NAD 83(1997)-  36 28 03.08272(N)    090 11 25.03057(W) AD(       ) 1
 GE0987  NAD 83(1986)-  36 28 03.08736(N)    090 11 25.02996(W) AD(       ) 1
 GE0987  NAD 27      -  36 28 02.87330(N)    090 11 24.67480(W) AD(       ) 1
 GE0987
 GE0987.Superseded values are not recommended for survey control.
 GE0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0987.See file dsdata.txt to determine how the superseded data were derived.
 GE0987
 GE0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5176039476(NAD 83)
 GE0987_MARKER: DS = TRIANGULATION STATION DISK
 GE0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0987
 GE0987  HISTORY     - Date     Condition        Report By
 GE0987  HISTORY     - 1954     MONUMENTED       CGS
 GE0987  HISTORY     - 1970     GOOD             NGS
 GE0987  HISTORY     - 20010221 POOR             NGS
 GE0987
 GE0987                          STATION DESCRIPTION
 GE0987
 GE0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0987'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF PIGGOTT, ABOUT 3
 GE0987'MILES WEST-NORTHWEST OF ST. FRANCIS, AND 2 MILES SOUTH OF THE
 GE0987'ARKANSAS-MISSOURI STATE LINE ON LAND OWNED BY MR. ORVAL ORR.  IT
 GE0987'IS ON A CUT BANK, 30 FEET WEST-SOUTHWEST OF A 12 INCH TRIANGLE
 GE0987'BLAZED TREE, 29 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 19
 GE0987'FEET NORTHEAST OF A FENCE CORNER POST, AND 3 FEET EAST OF A
 GE0987'WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED ORR 1954.
 GE0987'
 GE0987'R.M. NO. 1 IS 18 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 18
 GE0987'FEET NORTH OF THE CENTER OF A DIM TRACK ROAD, AND 3 FEET SOUTHEAST
 GE0987'OF A FENCE CORNER POST.  IT PROJECTS 4 INCHES AND IS STAMPED ORR
 GE0987'NO 1 1954.
 GE0987'
 GE0987'R.M. NO. 2 IS ACROSS THE GRAVELED ROAD FROM THE STATION IN THE
 GE0987'NORTHEAST CORNER OF A CEMETERY, 28 FEET NORTHEAST OF A CEDAR
 GE0987'TREE, 18 FEET SOUTH OF THE SOUTH EDGE OF A DEEP DITCH, AND 9 FEET
 GE0987'WEST OF THE EDGE OF A CUT BANK.  IT IS SET FLUSH AND IS STAMPED
 GE0987'ORR NO 2 1954.
 GE0987'
 GE0987'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 114.40 FEET.
 GE0987'
 GE0987'THE AZIMUTH MARK IS 36 FEET WEST OF A FENCE CORNER POST, 18 FEET
 GE0987'SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET EAST OF A
 GE0987'WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.  IT PROJECTS 4 INCHES
 GE0987'AND IS STAMPED ORR 1954.
 GE0987'
 GE0987'TO REACH THE STATION FROM A POINT ON U.S. HIGHWAY 62, JUST NORTH
 GE0987'OF THE POST OFFICE IN ST. FRANCIS, GO WEST ON U.S. HIGHWAY 62
 GE0987'FOR 0.25 MILE TO WHERE THE HIGHWAY CURVES TO THE LEFT, SOUTH, AND
 GE0987'A GRAVELED ROAD CONTINUES STRAIGHT AHEAD, WEST, HERE LEAVE THE
 GE0987'HIGHWAY AND CONTINUE WEST ON THE GRAVELED ROAD FOR 2.55 MILES
 GE0987'TO A CURVE WHERE THE MAIN TRAVELED ROAD BEARS RIGHT, NORTH, HERE
 GE0987'TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.75 MILE TO A
 GE0987'CHURCH ON THE LEFT, JUST BEFORE THE ROAD PASSES THROUGH A
 GE0987'CEMETERY, CONTINUE AHEAD, PASSING THROUGH THE CEMETERY, AND
 GE0987'FOLLOW THE WINDING ROAD UP HILL FOR 0.2 MILE TO THE CREST OF
 GE0987'THE HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 GE0987'
 GE0987'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH THEN WEST ON
 GE0987'THE GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GE0987'DESCRIBED.
 GE0987'
 GE0987'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GE0987
 GE0987                          STATION RECOVERY (1970)
 GE0987
 GE0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0987'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 GE0987'CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 1 WAS
 GE0987'FOUND COMPLETELY UPROOTED AND BROKEN, AND THE DISK WAS RECOVERED.
 GE0987'THE UNDERGROUND STATION MARK WAS FOUND AND RECOVERED IN GOOD
 GE0987'CONDITION, A FIRM PLUMBING BENCH WAS ERECTED OVER THE UNDERGROUND
 GE0987'MARK AND THE POINT HELD.  THE HORIZONTAL MEASURED DISTANCE
 GE0987'BETWEEN THE POINT HELD AND THE REFERENCE MARK NO. 2 AND A
 GE0987'DISCREPANCY OF - 0.07 OF A FOOT WAS NOTED.  A NEW SURFACE
 GE0987'STATION MARK STAMPED ORR 1954 1970 WAS ESTABLISHED DIRECTLY OVER
 GE0987'THE UNDERGROUND STATION MARK AND SHOULD MARK THE STATIONS
 GE0987'EXACT, ORIGINAL HORIZONTAL POSITION.  A NEW REFERENCE MARK
 GE0987'NO. 3 WAS ESTABLISHED.  THE AZIMUTH MARK IS NOW OBSTRUCTED
 GE0987'BY DENSE WOODS AND CANNOT BE MADE VISIBLE WITHOUT CONSIDERABLE
 GE0987'CLEARING OF FAIR SIZED TREES.  THE STATION WAS OCCUPIED AND ALL
 GE0987'HORIZONTAL ANGLES OBSERVED USING A DISTANT AT AND T MICRO-WAVE
 GE0987'MAST AS THE INITIAL.
 GE0987'
 GE0987'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GE0987'
 GE0987'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF PIGGOTT, ABOUT 3
 GE0987'MILES WEST-NORTHWEST OF ST. FRANCIS, ABOUT 2 MILE SOUTH OF THE
 GE0987'ARKANSAS-MISSOURI STATE LINE, AND ON THE PROPERTY OF MR. D.M.
 GE0987'MORRIS OF PIGGOTT, ARK.
 GE0987'
 GE0987'TO REACH THE STATION FROM THE POST OFFICE IN ST. FRANCIS, GO WEST
 GE0987'ON U.S. HIGHWAY 62 FOR 0.2 OF A MILE TO WHERE THE HIGHWAY CURVES
 GE0987'LEFT, SOUTH, AND AN OILED ROAD CONTINUES STRAIGHT AHEAD, WEST.
 GE0987'HERE CONTINUE WESTERLY ON THIS OILED ROAD FOR 2.4 MILES TO A
 GE0987'BRICK CHURCH ON THE RIGHT AND WHERE THE OILED ROAD ENDS.
 GE0987'CONTINUE WEST AND NORTH ON A GRAVELED ROAD FOR 0.2 OF A MILE TO A
 GE0987'GRAVELED T ROAD LEFT.  HERE CONTINUE NORTHERLY ON THE GRAVELED
 GE0987'ROAD FOR 0.7 OF A MILE TO A WHITE, WOODEN CHURCH ON THE LEFT
 GE0987'AND THE SOUTH EDGE OF A LARGE CEMETERY.  CONTINUE NORTHERLY ON
 GE0987'WINDING GRAVELED ROAD THROUGH THE CEMETERY FOR 0.2 OF A MILE TO
 GE0987'THE SUMMIT OF A HILL, A WIRE GATE ON THE RIGHT, AND THE
 GE0987'STATION ON THE RIGHT IN CULTIVATED FIELD AS DESCRIBED.
 GE0987'
 GE0987'THE STATION IS 65 FEET NORTH OF A 10-INCH HICKORY TREE, 47 FEET
 GE0987'SOUTH OF THE APPROXIMATE CENTER OF THE WIRE GATE AND FIELD DRIVE,
 GE0987'36 FEET SOUTH OF THE SOUTH GATE POST, 32 FEET EAST OF THE
 GE0987'APPROXIMATE CENTER OF THE GRAVELED ROAD, 14 FEET EAST OF A FENCE,
 GE0987'AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GE0987'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GE0987'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED ORR
 GE0987'1954 1970.
 GE0987'
 GE0987'REFERENCE MARK NO. 2 IS ACROSS THE GRAVELED ROAD WEST FROM THE
 GE0987'STATION, 71.5 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE
 GE0987'SOUTH GATE POST, 29 FEET NORTHEAST OF A 16-INCH CEDAR TREE, 28
 GE0987'FEET SOUTH OF THE APPROXIMATE CENTER OF A DEEP RAVINE, 20 FEET
 GE0987'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6 FEET WEST
 GE0987'OF THE EDGE OF A CUT, NEAR THE NORTHEAST CORNER OF THE CEMETERY,
 GE0987'AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A STANDARD
 GE0987'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GE0987'MONUMENT AND THE DISK IS STAMPED ORR NO 2 1954.
 GE0987'
 GE0987'REFERENCE MARK NO. 3 IS 34 FEET NORTH OF THE METAL WITNESS POST
 GE0987'AND SIGN, 24 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GE0987'ROAD, 13 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WIRE GATE AND
 GE0987'FIELD DRIVE, 1.5 FEET SOUTH OF THE SOUTH GATE POST, AND 1 FOOT
 GE0987'EAST OF A WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GE0987'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 GE0987'DISK IS STAMPED ORR 1954 NO 3 1970.
 GE0987'
 GE0987'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GE0987'REFERENCE MARK NO. 3 IS 71.60 FEET - 21.825 METERS.
 GE0987'
 GE0987'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE NORTH-NORTHWEST FROM THE
 GE0987'STATION, 19 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 GE0987'ROAD, 6.5 FEET WEST OF A 10-INCH POST OAK TREE, 1.5 FEET EAST OF
 GE0987'A 4 X 4 INCH WHITE, WOODEN WITNESS POST, 0.8 OF A FOOT NORTH OF
 GE0987'A METAL WITNESS POST AND SIGN, 0.6 OF A FOOT SOUTH OF A WOVEN
 GE0987'WIRE FENCE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS
 GE0987'A STANDARD DISK SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE
 GE0987'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED ORR
 GE0987'1954.
 GE0987'
 GE0987'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH AND
 GE0987'NORTHWESTERLY ON GRAVELED ROAD FOR 0.25 OF A MILE TO THE MARK ON
 GE0987'LEFT.
 GE0987'
 GE0987'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 GE0987'WNW. OF ST. FRANCIS.
 GE0987
 GE0987                          STATION RECOVERY (2001)
 GE0987
 GE0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLB)
 GE0987'THE STATION IS LOCATED IN THE CATTLE YARD, ONLY CONCRETE SLAB REMAINS,
 GE0987'DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0602 ***********************************************************************
 GG0602  DESIGNATION -  OSAGE
 GG0602  PID         -  GG0602
 GG0602  STATE/COUNTY-  AR/BENTON
 GG0602  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0602
 GG0602                         *CURRENT SURVEY CONTROL
 GG0602  ___________________________________________________________________
 GG0602* NAD 83(1997)-  36 16 52.40585(N)    094 11 36.45218(W)     ADJUSTED  
 GG0602* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 GG0602  ___________________________________________________________________
 GG0602  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GG0602  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GG0602
 GG0602  HORZ ORDER  -  THIRD
 GG0602
 GG0602.The horizontal coordinates were established by classical geodetic methods
 GG0602.and adjusted by the National Geodetic Survey in September 1999..
 GG0602
 GG0602.The orthometric height was scaled from a topographic map.
 GG0602
 GG0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0602
 GG0602.The geoid height was determined by GEOID03.
 GG0602
 GG0602;                    North         East     Units Scale Factor Converg.
 GG0602;SPC AR N     -   218,305.073   202,948.570   MT  1.00000982   -1 16 34.9
 GG0602;SPC AR N     -   716,222.56    665,840.43   sFT  1.00000982   -1 16 34.9
 GG0602;UTM  15      - 4,015,801.645   392,817.232   MT  0.99974154   -0 42 22.7
 GG0602
 GG0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0602!SPC AR N     -   0.99994146  x   1.00000982  =   0.99995128
 GG0602!UTM  15      -   0.99994146  x   0.99974154  =   0.99968301
 GG0602
 GG0602:                Primary Azimuth Mark                     Grid Az
 GG0602:SPC AR N     -  ROGERS RADIO STA KAMO MAST               015 41 41.2
 GG0602:UTM  15      -  ROGERS RADIO STA KAMO MAST               015 07 29.0
 GG0602
 GG0602|---------------------------------------------------------------------|
 GG0602| PID    Reference Object                     Distance      Geod. Az  |
 GG0602|                                                           dddmmss.s |
 GG0602| GG0605 ROGERS RADIO STA KAMO MAST          APPROX. 6.2 KM 0142506.3 |
 GG0602| CI2728 OSAGE RM 1                           26.275 METERS 02451     |
 GG0602| GG0597 ROGERS TV STA KAMO CABLE MAST       APPROX. 7.0 KM 0475646.7 |
 GG0602| CI2729 OSAGE RM 2                           26.973 METERS 08127     |
 GG0602| CI2727 OSAGE AZ MK                                        1885132.1 |
 GG0602|---------------------------------------------------------------------|
 GG0602
 GG0602                          SUPERSEDED SURVEY CONTROL
 GG0602
 GG0602  NAD 83(1997)-  36 16 52.41329(N)    094 11 36.45325(W) AD(       ) 3
 GG0602  NAD 83(1997)-  36 16 52.41791(N)    094 11 36.45416(W) AD(       ) 3
 GG0602  NAD 83(1986)-  36 16 52.41758(N)    094 11 36.45356(W) AD(       ) 3
 GG0602  NAD 27      -  36 16 52.13990(N)    094 11 35.71850(W) AD(       ) 3
 GG0602
 GG0602.Superseded values are not recommended for survey control.
 GG0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0602.See file dsdata.txt to determine how the superseded data were derived.
 GG0602
 GG0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9281715802(NAD 83)
 GG0602_MARKER: DS = TRIANGULATION STATION DISK
 GG0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0602
 GG0602  HISTORY     - Date     Condition        Report By
 GG0602  HISTORY     - 1961     MONUMENTED       CGS
 GG0602  HISTORY     - 1989     GOOD             USPSQD
 GG0602
 GG0602                          STATION DESCRIPTION
 GG0602
 GG0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0602'ABOUT 5-1/2 MILES SOUTHWEST OF ROGERS, 4 MILES NORTHWEST
 GG0602'OF LOWELL, IN THE NORTHEAST 1/4 OF SECTION 32, T 19 N, R 30 W.
 GG0602'AND ON PROPERTY OWNED BY MR. FRANK RAKES.  IT IS 17 FEET EAST
 GG0602'OF A WIRE FENCE, 17 FEET NORTHEAST OF A WITNESS POST, 36
 GG0602'FEET NORTHEAST OF A FENCE CORNER, 25 FEET WEST OF THE CENTERLINE
 GG0602'OF A GRAVELED DRIVEWAY, 51 FEET WEST OF A 40 INCH WALNUT TREE
 GG0602'AND 107 FEET SOUTH OF THE SOUTHEAST CORNER OF MR. RAKES HOUSE.
 GG0602'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED OSAGE 1961.
 GG0602'
 GG0602'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 71 AND
 GG0602'STATE HIGHWAY 12 IN THE WEST EDGE OF ROGERS, GO SOUTH ON U.S.
 GG0602'HIGHWAY 62 AND 71 FOR 3.55 MILES TO A CROSSROAD.  TURN RIGHT
 GG0602'AND GO WEST ON A GRAVELED ROAD FOR 2.45 MILES TO A T-ROAD.
 GG0602'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO
 GG0602'A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 GG0602'FOR 1.0 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH AND WEST
 GG0602'ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN
 GG0602'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO A
 GG0602'GRAVELED DRIVEWAY TO MR. FRANK RAKES HOME ON THE LEFT.* TURN
 GG0602'LEFT AND GO NORTH ON THE DRIVEWAY FOR 0.05 MILE TO THE
 GG0602'STATION ON THE LEFT.
 GG0602'
 GG0602'* TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH
 GG0602'ON THE GRAVELED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON
 GG0602'THE LEFT.
 GG0602'
 GG0602'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE AND 18
 GG0602'FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE.  THE MONUMENT
 GG0602'IS FLUSH AND THE DISK IS STAMPED OSAGE NO 1 1961.
 GG0602'
 GG0602'REFERENCE MARK 2 IS 1 FOOT WEST OF A WIRE FENCE, 29 FEET SOUTH
 GG0602'OF A FENCE CORNER AND 55 FEET NORTHEAST OF THE 40 INCH WALNUT
 GG0602'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED OSAGE
 GG0602'NO 2 1961.
 GG0602'
 GG0602'THE AZIMUTH MARK IS ON THE PROPERTY OF MR. J.E. NICHOLS,
 GG0602'1 FOOT EAST OF A WIRE FENCE, 5 FEET NORTH OF A WITNESS POST,
 GG0602'13 FEET NORTH OF A FENCE CORNER, 20 FEET EAST OF THE CENTERLINE
 GG0602'OF THE GRAVELED ROAD AND 59 FEET NORTHWEST OF THE NORTHWEST
 GG0602'CORNER OF A BARN.  THE MONUMENT IS FLUSH AND THE DISK IS
 GG0602'STAMPED OSAGE 1961.
 GG0602'
 GG0602'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GG0602
 GG0602                          STATION RECOVERY (1989)
 GG0602
 GG0602'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1903 ***********************************************************************
 FF1903  DESIGNATION -  OSCEOLA
 FF1903  PID         -  FF1903
 FF1903  STATE/COUNTY-  AR/MISSISSIPPI
 FF1903  USGS QUAD   -  KEISER (1983)
 FF1903
 FF1903                         *CURRENT SURVEY CONTROL
 FF1903  ___________________________________________________________________
 FF1903* NAD 83(1997)-  35 41 30.48386(N)    090 00 32.94430(W)     ADJUSTED  
 FF1903* NAVD 88     -        70.6    (meters)     232.     (feet)  VERTCON   
 FF1903  ___________________________________________________________________
 FF1903  X           -       -,828.309 (meters)                     COMP
 FF1903  Y           -  -5,186,059.319 (meters)                     COMP
 FF1903  Z           -   3,700,497.199 (meters)                     COMP
 FF1903  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 FF1903  ELLIP HEIGHT-          42.94  (meters)          (09/14/99) GPS OBS
 FF1903  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF1903
 FF1903  HORZ ORDER  -  THIRD
 FF1903  ELLP ORDER  -  FOURTH    CLASS I
 FF1903
 FF1903.This mark is at Osceola Airport (7M4)
 FF1903
 FF1903.The horizontal coordinates were established by GPS observations
 FF1903.and adjusted by the National Geodetic Survey in September 1999..
 FF1903
 FF1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1903
 FF1903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1903
 FF1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1903
 FF1903.The ellipsoidal height was determined by GPS observations
 FF1903.and is referenced to NAD 83.
 FF1903
 FF1903.The geoid height was determined by GEOID03.
 FF1903
 FF1903;                    North         East     Units Scale Factor Converg.
 FF1903;SPC AR N     -   152,532.365   580,174.597   MT  0.99993769   +1 09 30.5
 FF1903;SPC AR N     -   500,433.27  1,903,456.16   sFT  0.99993769   +1 09 30.5
 FF1903;SPC TN       -   158,151.896   237,237.976   MT  0.99995147   -2 20 49.6
 FF1903;SPC TN       -   518,870.01    778,338.26   sFT  0.99995147   -2 20 49.6
 FF1903;UTM  15      - 3,953,888.950   770,642.581   MT  1.00050271   +1 44 45.6
 FF1903;UTM  16      - 3,953,939.605   227,700.743   MT  1.00051379   -1 45 24.1
 FF1903
 FF1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1903!SPC AR N     -   0.99999326  x   0.99993769  =   0.99993095
 FF1903!SPC TN       -   0.99999326  x   0.99995147  =   0.99994473
 FF1903!UTM  15      -   0.99999326  x   1.00050271  =   1.00049597
 FF1903!UTM  16      -   0.99999326  x   1.00051379  =   1.00050705
 FF1903
 FF1903|---------------------------------------------------------------------|
 FF1903| PID    Reference Object                     Distance      Geod. Az  |
 FF1903|                                                           dddmmss.s |
 FF1903| FF2252 OSCEOLA RM 1                         21.901 METERS 06727     |
 FF1903| FE2685 OSCEOLA FED COMP WHSE E TANK        APPROX. 3.7 KM 0813712.8 |
 FF1903| FF1901 OSCEOLA RM 2                         22.178 METERS 15150     |
 FF1903| FF1902 OSCEOLA AZ MK                       APPROX. 1.0 KM 3140525.7 |
 FF1903| FF1904 OSCEOLA TPT                           6.505 METERS 31406     |
 FF1903| FF2157 FAA 7M4 A                           484.084 METERS 3550813.9 |
 FF1903|---------------------------------------------------------------------|
 FF1903
 FF1903                          SUPERSEDED SURVEY CONTROL
 FF1903
 FF1903  NAD 83(1997)-  35 41 30.48391(N)    090 00 32.94429(W) AD(       ) 3
 FF1903  NAD 83(1986)-  35 41 30.49552(N)    090 00 32.94437(W) AD(       ) 3
 FF1903  NAD 83(1986)-  35 41 30.49608(N)    090 00 32.94104(W) AD(       ) 2
 FF1903  NAD 27      -  35 41 30.21740(N)    090 00 32.61931(W) AD(       ) 2
 FF1903  NGVD 29 (05/21/91)   70.5    (m)          231.     (f) GPS OBS        
 FF1903
 FF1903.Superseded values are not recommended for survey control.
 FF1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1903.See file dsdata.txt to determine how the superseded data were derived.
 FF1903
 FF1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7064353889(NAD 83)
 FF1903_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1903_SP_SET: CONCRETE POST
 FF1903_STAMPING: OSCEOLA 1979
 FF1903_MARK LOGO: NGS   
 FF1903_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1903+STABILITY: SURFACE MOTION
 FF1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1903+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 FF1903
 FF1903  HISTORY     - Date     Condition        Report By
 FF1903  HISTORY     - 1979     MONUMENTED       NGS
 FF1903  HISTORY     - 1979     GOOD             NGS
 FF1903  HISTORY     - 19910109 GOOD             NGS
 FF1903  HISTORY     - 20000926 GOOD             USE
 FF1903
 FF1903                          STATION DESCRIPTION
 FF1903
 FF1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1903'THE STATION IS LOCATED ABOUT 4.02 KILOMETERS ( 2.5 MI.) WEST OF
 FF1903'OSCEOLA AT THE OSCEOLA MUNICIPAL AIRPORT.
 FF1903'
 FF1903'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 55 AND STATE
 FF1903'HIGHWAY 140, GO EAST ON STATE HIGHWAY 140 FOR 1.8 MILES (3.24 KM)
 FF1903'TO THE JUNCTION OF STATE HIGHWAY 119 Y AND STATE HIGHWAY 140,
 FF1903'AND THE AZIMUTH MARK ON THE LEFT, IN THE NORTHEAST ANGLE OF THE
 FF1903'INTERSECTION.  CONTINUE AHEAD ON STATE HIGHWAY 140 FOR 0.45 MILE
 FF1903'(0.72 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.45
 FF1903'MILE (0.72 KM) TO OSCEOLA MUNICIPAL AIRPORT OFFICE ON THE RIGHT.
 FF1903'TURN LEFT AND GO EAST FOR 0.1 MILE (1.6 KM)CROSSING THE RUNWAY TO
 FF1903'A WIND SOCK.  THE STATION IS 131 FEET NORTH OF THE WIND SOCK.
 FF1903'
 FF1903'THE STATION IS A STANDARD NGS DISK
 FF1903'STAMPED---OSCEOLA 1979---,
 FF1903'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1903'FLUSH WITH GROUND.  IT IS LOCATED
 FF1903'39.93 METERS NORTH FROM THE WIND SOCK AND
 FF1903'77.92 METERS EAST FROM THE CENTER OF RUNWAY.
 FF1903'THE UNDERGROUND MARK IS STANDARD NGS DISK
 FF1903'STAMPED---OSCEOLA 1979---,
 FF1903'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW SURFACE.
 FF1903'
 FF1903'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FF1903'STAMPED---OSCEOLA NO 1 1979---,
 FF1903'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1903'FLUSH WITH GROUND.  IT IS LOCATED
 FF1903'55.47 METERS NORTH-NORTHEAST FROM THE WIND SOCK.
 FF1903'MARK IS LEVEL WITH STATION.
 FF1903'
 FF1903'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FF1903'STAMPED---OSCEOLA NO 2 1979---,
 FF1903'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1903'FLUSH WITH GROUND.  IT IS LOCATED
 FF1903'27.13 METERS EAST-NORTHEAST FROM THE WIND SOCK.
 FF1903'MARK IS LEVEL WITH STATION.
 FF1903'
 FF1903'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FF1903'STAMPED---OSCEOLA 1979---,
 FF1903'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1903'FLUSH WITH GROUND.  IT IS LOCATED
 FF1903'20.0 METERS EAST FROM THE CENTER OF STATE HIGHWAY 140,
 FF1903'12.2 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 119 Y AND
 FF1903'0.45 METER SOUTHEAST FROM A YIELD SIGN.
 FF1903'
 FF1903'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FF1903
 FF1903                          STATION RECOVERY (1979)
 FF1903
 FF1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FF1903'RECOVERED IN GOOD CONDITION.
 FF1903
 FF1903                          STATION RECOVERY (1991)
 FF1903
 FF1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF1903'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF OSCEOLA, 3.5 KM
 FF1903'(2.2 MI) EAST OF INTERSTATE HIGHWAY 55 (EXIT 48) AND AT THE OSCEOLA
 FF1903'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF OSCEOLA, OSCEOLA TOWN HALL,
 FF1903'OSCEOLA, AR 72370, PHONE 501-563-5245, AIRPORT MANAGER IS MICHALE
 FF1903'SCHUNCKE, PHONE 501-563-5993 OR HOME PHONE 501-563-2570.
 FF1903'TO REACH THE STATION FROM THE JUNCTION OF THE NORTHBOUND LANE OF
 FF1903'INTERSTATE 55 (EXIT 48) AND STATE HIGHWAY 140, GO EAST ON STATE
 FF1903'HIGHWAY 140 FOR 3.54 KM (2.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 FF1903'RIGHT, TURN RIGHT ON THE ENTRANCE ROAD FOR 0.64 KM (0.40 MI) TO THE
 FF1903'APRON AND THE AIRPORT OFFICE ON THE RIGHT.  CROSS THE APRON TO THE
 FF1903'TAXIWAY, TURN LEFT, EAST, ON THE TAXIWAY TO THE JUNCTION OF THE
 FF1903'RUNWAY, BEAR LEFT, NORTHEAST, ACROSS THE RUNWAY AND CONTINUE AHEAD ON
 FF1903'THE GRASS FOR ABOUT 0.08 KM (0.05 MI) TO THE STATION NORTH OF THE
 FF1903'WINDSOCK.
 FF1903'THE STATION IS LOCATED 75.65 M (248.20 FT) EAST OF THE CENTER OF
 FF1903'RUNWAY, 39.1 M (128.3 FT) NORTH OF THE NORTHWEST CORNER OF THE
 FF1903'CONCRETE FOUNDATION OF THE WIND SOCK AND 0.4 M (1.3 FT) WEST OF A
 FF1903'FIBERGLASS WITNESS POST.
 FF1903
 FF1903                          STATION RECOVERY (2000)
 FF1903
 FF1903'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2680 ***********************************************************************
 FE2680  DESIGNATION -  OSCEOLA AMERICAN GREETING TANK
 FE2680  PID         -  FE2680
 FE2680  STATE/COUNTY-  AR/MISSISSIPPI
 FE2680  USGS QUAD   -  OSCEOLA (1983)
 FE2680
 FE2680                         *CURRENT SURVEY CONTROL
 FE2680  ___________________________________________________________________
 FE2680* NAD 83(1997)-  35 41 12.59283(N)    089 58 31.47611(W)     ADJUSTED  
 FE2680* NAVD 88     -                                                        
 FE2680  ___________________________________________________________________
 FE2680  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 FE2680  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2680
 FE2680  HORZ ORDER  -  THIRD
 FE2680
 FE2680.The horizontal coordinates were established by classical geodetic methods
 FE2680.and adjusted by the National Geodetic Survey in September 1999..
 FE2680
 FE2680
 FE2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2680
 FE2680.The geoid height was determined by GEOID03.
 FE2680
 FE2680;                    North         East     Units Scale Factor Converg.
 FE2680;SPC AR N     -   152,043.374   583,239.129   MT  0.99993753   +1 10 41.2
 FE2680;SPC AR N     -   498,828.97  1,913,510.38   sFT  0.99993753   +1 10 41.2
 FE2680;SPC TN       -   157,476.429   240,266.917   MT  0.99995169   -2 19 38.5
 FE2680;SPC TN       -   516,653.92    788,275.71   sFT  0.99995169   -2 19 38.5
 FE2680;UTM  16      - 3,953,295.036   230,738.161   MT  1.00049352   -1 44 12.3
 FE2680;UTM  15      - 3,953,431.141   773,713.732   MT  1.00052331   +1 45 55.8
 FE2680
 FE2680                          SUPERSEDED SURVEY CONTROL
 FE2680
 FE2680  NAD 83(1997)-  35 41 12.59313(N)    089 58 31.47591(W) AD(       ) 4
 FE2680  NAD 83(1986)-  35 41 12.60392(N)    089 58 31.47373(W) AD(       ) 4
 FE2680  NAD 27      -  35 41 12.32425(N)    089 58 31.15551(W) AD(       ) 3
 FE2680
 FE2680.Superseded values are not recommended for survey control.
 FE2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2680.See file dsdata.txt to determine how the superseded data were derived.
 FE2680
 FE2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3073853295(NAD 83)
 FE2680_MARKER: 51 = TANK
 FE2680
 FE2680  HISTORY     - Date     Condition        Report By
 FE2680  HISTORY     - 1979     FIRST OBSERVED   NGS
 FE2680
 FE2680                          STATION DESCRIPTION
 FE2680
 FE2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2680'THE STATION, OSCEOLA AMERICAN GREETING TANK, IS APEX OF VENT.  A
 FE2680'CYLINDRICAL BODY, DOME SHAPED TOP,HEMISHPERICAL BOTTOM, 4
 FE2680'TUBULAR LEGGED STRUCTURE WHICH IS SILVER IN COLOR AND 36
 FE2680'METERS IN HEIGHT.  THE TANK HAS A LARGE RED LETTER (A) PAINTED
 FE2680'ON FOUR SIDES AND IS OWNED BY AMERICAN GREETINGS CORP.
 FE2680'
 FE2680'THE STATION IS LOCATED
 FE2680'2.4 KM SOUTH OF THE CENTER OF OSCEOLA, 0.2 KM
 FE2680'WEST OF STATE HIGHWAY 325 AND ABOUT THE CENTER OF PLANT
 FE2680'COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1902 ***********************************************************************
 FF1902  DESIGNATION -  OSCEOLA AZ MK
 FF1902  PID         -  FF1902
 FF1902  STATE/COUNTY-  AR/MISSISSIPPI
 FF1902  USGS QUAD   -  KEISER (1983)
 FF1902
 FF1902                         *CURRENT SURVEY CONTROL
 FF1902  ___________________________________________________________________
 FF1902* NAD 83(1997)-  35 41 54.00240(N)    090 01 02.70778(W)     ADJUSTED  
 FF1902* NAVD 88     -        72.2    (meters)     237.     (feet)  VERTCON   
 FF1902  ___________________________________________________________________
 FF1902  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FF1902  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FF1902
 FF1902  HORZ ORDER  -  SECOND
 FF1902
 FF1902.The horizontal coordinates were established by classical geodetic methods
 FF1902.and adjusted by the National Geodetic Survey in September 1999..
 FF1902
 FF1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1902
 FF1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1902
 FF1902.The geoid height was determined by GEOID03.
 FF1902
 FF1902;                    North         East     Units Scale Factor Converg.
 FF1902;SPC AR N     -   153,241.927   579,411.873   MT  0.99993791   +1 09 13.2
 FF1902;SPC AR N     -   502,761.22  1,900,953.79   sFT  0.99993791   +1 09 13.2
 FF1902;SPC TN       -   158,906.778   236,520.056   MT  0.99995119   -2 21 07.0
 FF1902;SPC TN       -   521,346.65    775,982.88   sFT  0.99995119   -2 21 07.0
 FF1902;UTM  15      - 3,954,591.046   769,872.187   MT  1.00049757   +1 44 29.2
 FF1902;UTM  16      - 3,954,687.473   226,974.674   MT  1.00051867   -1 45 42.5
 FF1902
 FF1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1902!SPC AR N     -   0.99999301  x   0.99993791  =   0.99993092
 FF1902!SPC TN       -   0.99999301  x   0.99995119  =   0.99994420
 FF1902!UTM  15      -   0.99999301  x   1.00049757  =   1.00049058
 FF1902!UTM  16      -   0.99999301  x   1.00051867  =   1.00051168
 FF1902
 FF1902:                Primary Azimuth Mark                     Grid Az
 FF1902:SPC AR N     -  OSCEOLA FED COMP WHSE E TANK             091 21 59.4
 FF1902:SPC TN       -  OSCEOLA FED COMP WHSE E TANK             094 52 19.6
 FF1902:UTM  15      -  OSCEOLA FED COMP WHSE E TANK             090 46 43.4
 FF1902:UTM  16      -  OSCEOLA FED COMP WHSE E TANK             094 16 55.1
 FF1902
 FF1902|---------------------------------------------------------------------|
 FF1902| PID    Reference Object                     Distance      Geod. Az  |
 FF1902|                                                           dddmmss.s |
 FF1902| FE2685 OSCEOLA FED COMP WHSE E TANK        APPROX. 4.4 KM 0923112.6 |
 FF1902| FF1903 OSCEOLA                             APPROX. 1.0 KM 1340508.3 |
 FF1902|---------------------------------------------------------------------|
 FF1902
 FF1902                          SUPERSEDED SURVEY CONTROL
 FF1902
 FF1902  NAD 83(1997)-  35 41 54.00240(N)    090 01 02.70782(W) AD(       ) 2
 FF1902  NAD 83(1986)-  35 41 54.01401(N)    090 01 02.70774(W) AD(       ) 2
 FF1902  NAD 83(1986)-  35 41 54.01483(N)    090 01 02.70428(W) AD(       ) 2
 FF1902  NAD 27      -  35 41 53.73672(N)    090 01 02.38160(W) AD(       ) 2
 FF1902  NGVD 29 (07/19/86)   72.2    (m)          237.     (f) VERT ANG       
 FF1902
 FF1902.Superseded values are not recommended for survey control.
 FF1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1902.See file dsdata.txt to determine how the superseded data were derived.
 FF1902
 FF1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6987254591(NAD 83)
 FF1902_MARKER: DZ = AZIMUTH MARK DISK
 FF1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1902_SP_SET: CONCRETE POST
 FF1902_MARK LOGO: NGS   
 FF1902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1902+STABILITY: SURFACE MOTION
 FF1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1902+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1990
 FF1902
 FF1902  HISTORY     - Date     Condition        Report By
 FF1902  HISTORY     - 1979     MONUMENTED       NGS
 FF1902  HISTORY     - 1979     GOOD             NGS
 FF1902  HISTORY     - 19901205 SEE DESCRIPTION  NGS
 FF1902
 FF1902                          STATION DESCRIPTION
 FF1902
 FF1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1902'THE STATION IS LOCATED ABOUT 4.8 KILOMETERS (3.0 MI.) WEST OF
 FF1902'OSCEOLA AND ALONG STATE HIGHWAY 140 RIGHT-OF-WAY.
 FF1902'
 FF1902'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 55 AND STATE
 FF1902'HIGHWAY 140, GO EAST ON STATE HIGHWAY 140 FOR 1.8 MILES (3.24 KM)
 FF1902'TO THE JUNCTION OF STATE HIGHWAYS 119 Y, AND 140 AND THE
 FF1902'STATION ON THE LEFT, IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 FF1902'
 FF1902'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FF1902'STAMPED---OSCEOLA 1979---,
 FF1902'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1902'FLUSH WITH GROUND.  IT IS LOCATED
 FF1902'20.0 METERS EAST FROM THE CENTER OF STATE HIGHWAY 140,
 FF1902'12.2 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 119 Y AND
 FF1902'.45 METERS SOUTHEAST FROM A YIELD SIGN.
 FF1902'
 FF1902'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FF1902
 FF1902                          STATION RECOVERY (1979)
 FF1902
 FF1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FF1902'RECOVERED IN GOOD CONDITION.
 FF1902
 FF1902                          STATION RECOVERY (1990)
 FF1902
 FF1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1902'THE HIGHWAY HAS BEEN WIDENED AND AFTER A THOROUGH SEARCH OF THE AREA
 FF1902'THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2668 ***********************************************************************
 FE2668  DESIGNATION -  OSCEOLA COMPTON TANK
 FE2668  PID         -  FE2668
 FE2668  STATE/COUNTY-  AR/MISSISSIPPI
 FE2668  USGS QUAD   -  OSCEOLA (1983)
 FE2668
 FE2668                         *CURRENT SURVEY CONTROL
 FE2668  ___________________________________________________________________
 FE2668* NAD 83(1997)-  35 41 09.15691(N)    089 58 11.96262(W)     ADJUSTED  
 FE2668* NAVD 88     -                                                        
 FE2668  ___________________________________________________________________
 FE2668  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 FE2668  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2668
 FE2668  HORZ ORDER  -  THIRD
 FE2668
 FE2668.The horizontal coordinates were established by classical geodetic methods
 FE2668.and adjusted by the National Geodetic Survey in September 1999..
 FE2668
 FE2668
 FE2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2668
 FE2668.The geoid height was determined by GEOID03.
 FE2668
 FE2668;                    North         East     Units Scale Factor Converg.
 FE2668;SPC AR N     -   151,947.607   583,731.827   MT  0.99993750   +1 10 52.5
 FE2668;SPC AR N     -   498,514.77  1,915,126.84   sFT  0.99993750   +1 10 52.5
 FE2668;SPC TN       -   157,350.715   240,752.844   MT  0.99995173   -2 19 27.1
 FE2668;SPC TN       -   516,241.47    789,869.96   sFT  0.99995173   -2 19 27.1
 FE2668;UTM  16      - 3,953,174.272   231,225.621   MT  1.00049029   -1 44 00.8
 FE2668;UTM  15      - 3,953,340.378   774,207.676   MT  1.00052665   +1 46 07.1
 FE2668
 FE2668                          SUPERSEDED SURVEY CONTROL
 FE2668
 FE2668  NAD 83(1997)-  35 41 09.15720(N)    089 58 11.96242(W) AD(       ) 4
 FE2668  NAD 83(1986)-  35 41 09.16795(N)    089 58 11.96026(W) AD(       ) 4
 FE2668  NAD 27      -  35 41 08.88754(N)    089 58 11.63937(W) AD(       ) 3
 FE2668
 FE2668.Superseded values are not recommended for survey control.
 FE2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2668.See file dsdata.txt to determine how the superseded data were derived.
 FE2668
 FE2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3122653174(NAD 83)
 FE2668_MARKER: 53 = ELEVATED TANK
 FE2668
 FE2668  HISTORY     - Date     Condition        Report By
 FE2668  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2668  HISTORY     - 1979     GOOD             NGS
 FE2668
 FE2668                          STATION DESCRIPTION
 FE2668
 FE2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2668'THE STATION IS A STANDARD WATER TANK ABOUT 110 FEET HIGH, PAINTED
 FE2668'ALUMINUM, AND SUPPORTED BY 4 STEEL LEGS.  IT IS ABOUT 2 MILES SOUTH
 FE2668'OF OSCEOLA AND 0.5 MILE EAST OF U.S. HIGHWAY 61.
 FE2668'
 FE2668'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 FE2668
 FE2668                          STATION RECOVERY (1979)
 FE2668
 FE2668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2668'THE STATION, OSCEOLA COMPTON TANK, IS APEX OF VENT.  THE TANK
 FE2668'HAS A CYLINDRICAL BODY, DOME SHAPED TOP, HEMISPHERICAL BOTTOM,
 FE2668'6 TUBULAR LEGS IS SILVER IN COLOR AND 36 METERS IN HEIGHT.  IT
 FE2668'HAS COMPTON-OSCEOLA PAINTED ON WEST SIDE AND IS OWNED BY COMPTON-
 FE2668'OSCEOLA COMPANY.
 FE2668'
 FE2668'THE STATION IS LOCATED
 FE2668'2.4 KM SOUTH OF THE CENTER OF OSCEOLA, 0.2 KM
 FE2668'EAST OF STATE HIGHWAY 325 AND AT THE SOUTHEAST CORNER OF
 FE2668'PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2666 ***********************************************************************
 FE2666  DESIGNATION -  OSCEOLA COUNTY CTHSE DOME
 FE2666  PID         -  FE2666
 FE2666  STATE/COUNTY-  AR/MISSISSIPPI
 FE2666  USGS QUAD   -  OSCEOLA (1983)
 FE2666
 FE2666                         *CURRENT SURVEY CONTROL
 FE2666  ___________________________________________________________________
 FE2666* NAD 83(1997)-  35 42 11.87188(N)    089 58 10.29029(W)     ADJUSTED  
 FE2666* NAVD 88     -                                                        
 FE2666  ___________________________________________________________________
 FE2666  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 FE2666  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE2666
 FE2666  HORZ ORDER  -  THIRD
 FE2666
 FE2666.The horizontal coordinates were established by classical geodetic methods
 FE2666.and adjusted by the National Geodetic Survey in September 1999..
 FE2666
 FE2666
 FE2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2666
 FE2666.The geoid height was determined by GEOID03.
 FE2666
 FE2666;                    North         East     Units Scale Factor Converg.
 FE2666;SPC AR N     -   153,880.842   583,734.011   MT  0.99993809   +1 10 53.5
 FE2666;SPC AR N     -   504,857.40  1,915,134.00   sFT  0.99993809   +1 10 53.5
 FE2666;SPC TN       -   159,280.225   240,873.231   MT  0.99995099   -2 19 26.1
 FE2666;SPC TN       -   522,571.87    790,264.93   sFT  0.99995099   -2 19 26.1
 FE2666;UTM  16      - 3,955,105.960   231,326.178   MT  1.00048962   -1 44 02.5
 FE2666;UTM  15      - 3,955,274.671   774,190.019   MT  1.00052653   +1 46 10.7
 FE2666
 FE2666                          SUPERSEDED SURVEY CONTROL
 FE2666
 FE2666  NAD 83(1997)-  35 42 11.87209(N)    089 58 10.29012(W) AD(       ) 4
 FE2666  NAD 83(1986)-  35 42 11.88306(N)    089 58 10.28807(W) AD(       ) 4
 FE2666  NAD 27      -  35 42 11.60000(N)    089 58 09.97300(W) AD(       ) 3
 FE2666
 FE2666.Superseded values are not recommended for survey control.
 FE2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2666.See file dsdata.txt to determine how the superseded data were derived.
 FE2666
 FE2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3132655106(NAD 83)
 FE2666_MARKER: 87 = DOME
 FE2666
 FE2666  HISTORY     - Date     Condition        Report By
 FE2666  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2666  HISTORY     - 1970     GOOD             NGS
 FE2666  HISTORY     - 1979     GOOD             NGS
 FE2666  HISTORY     - 1987     GOOD             USPSQD
 FE2666
 FE2666                          STATION DESCRIPTION
 FE2666
 FE2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2666'THE STATION IS ON THE COURTHOUSE SQUARE IN THE CENTER OF OSCEOLA.
 FE2666'
 FE2666'THE DOME IS PAINTED ALUMINUM AND IS ABOUT 100 FEET HIGH TOPPED BY A
 FE2666'SILVER BALL ABOUT 1 FOOT IN DIAMETER.
 FE2666'
 FE2666'THE POINT INTERSECTED WAS THE CENTER OF THE SILVER BALL.
 FE2666
 FE2666                          STATION RECOVERY (1970)
 FE2666
 FE2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FE2666'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED AND IN GOOD
 FE2666'CONDITION.
 FE2666
 FE2666                          STATION RECOVERY (1979)
 FE2666
 FE2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2666'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FE2666'THE STATION, OSCEOLA COUNTY COURTHOUSE DOME, IS BALL TOP
 FE2666'CENTER.  THE DOME IS 30 METERS IN HEIGHT AND SILVER
 FE2666'IN COLOR.  IT IS OWNED BY MISSISSIPPI COUNTY.
 FE2666'
 FE2666'THE STATION IS LOCATED
 FE2666'AT COURTHOUSE SQUARE IN DOWNTOWN OSCEOLA.
 FE2666
 FE2666                          STATION RECOVERY (1987)
 FE2666
 FE2666'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2685 ***********************************************************************
 FE2685  DESIGNATION -  OSCEOLA FED COMP WHSE E TANK
 FE2685  PID         -  FE2685
 FE2685  STATE/COUNTY-  AR/MISSISSIPPI
 FE2685  USGS QUAD   -  OSCEOLA (1983)
 FE2685
 FE2685                         *CURRENT SURVEY CONTROL
 FE2685  ___________________________________________________________________
 FE2685* NAD 83(1997)-  35 41 47.73689(N)    089 58 09.16437(W)     ADJUSTED  
 FE2685* NAVD 88     -                                                        
 FE2685  ___________________________________________________________________
 FE2685  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 FE2685  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2685
 FE2685  HORZ ORDER  -  THIRD
 FE2685
 FE2685.The horizontal coordinates were established by classical geodetic methods
 FE2685.and adjusted by the National Geodetic Survey in September 1999..
 FE2685
 FE2685
 FE2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2685
 FE2685.The geoid height was determined by GEOID03.
 FE2685
 FE2685;                    North         East     Units Scale Factor Converg.
 FE2685;SPC AR N     -   153,137.780   583,777.647   MT  0.99993785   +1 10 54.2
 FE2685;SPC AR N     -   502,419.53  1,915,277.16   sFT  0.99993785   +1 10 54.2
 FE2685;SPC TN       -   158,535.876   240,871.352   MT  0.99995127   -2 19 25.4
 FE2685;SPC TN       -   520,129.79    790,258.76   sFT  0.99995127   -2 19 25.4
 FE2685;UTM  16      - 3,954,361.229   231,331.967   MT  1.00048958   -1 44 00.8
 FE2685;UTM  15      - 3,954,531.659   774,241.308   MT  1.00052688   +1 46 10.4
 FE2685
 FE2685                          SUPERSEDED SURVEY CONTROL
 FE2685
 FE2685  NAD 83(1997)-  35 41 47.73715(N)    089 58 09.16418(W) AD(       ) 4
 FE2685  NAD 83(1986)-  35 41 47.74807(N)    089 58 09.16206(W) AD(       ) 4
 FE2685  NAD 27      -  35 41 47.46882(N)    089 58 08.84353(W) AD(       ) 3
 FE2685
 FE2685.Superseded values are not recommended for survey control.
 FE2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2685.See file dsdata.txt to determine how the superseded data were derived.
 FE2685
 FE2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3133254361(NAD 83)
 FE2685_MARKER: 53 = ELEVATED TANK
 FE2685
 FE2685  HISTORY     - Date     Condition        Report By
 FE2685  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2685  HISTORY     - 1970     GOOD             NGS
 FE2685  HISTORY     - 1979     GOOD             NGS
 FE2685
 FE2685                          STATION DESCRIPTION
 FE2685
 FE2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2685'THE STATION IS IN THE SOUTHERN PART OF TOWN AND 100 YARDS WEST OF THE
 FE2685'RAIL ROAD TRACKS.
 FE2685'
 FE2685'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A WATER TANK
 FE2685'THAT IS ABOUT 100 FEET HIGH.  THE STRUCTURE IS PAINTED ALUMINUM
 FE2685'THROUGHOUT.
 FE2685'
 FE2685'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 FE2685
 FE2685                          STATION RECOVERY (1970)
 FE2685
 FE2685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FE2685'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 FE2685
 FE2685                          STATION RECOVERY (1979)
 FE2685
 FE2685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2685'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FE2685'THE STATION, OSCEOLA FEDERAL COMPRESS WAREHOUSE EAST TANK,
 FE2685'IS BALL TOP CENTER.  THE TANK HAS A CYLINDRICAL BODY, CONICAL
 FE2685'SHAPED TOP, HEMISPHERICAL BOTTOM, 4 TRUSS-WORK LEGS, IS SILVER
 FE2685'IN COLOR AND 36 METERS IS HEIGHT.  THE TANK HAS FEDERAL
 FE2685'COMPRESS AND WAREHOUSE COMPANY PAINTED ON NORTH SIDE AND IS
 FE2685'OWNED BY FEDERAL COMPRESS AND WAREHOUSE COMPANY.
 FE2685'
 FE2685'THE STATION IS LOCATED
 FE2685'IN THE SOUTHERN SECTION OF OSCEOLA, 0.2 KM EAST OF
 FE2685'HIGHWAY 61, 91 METERS SOUTH OF THE CENTERLINE OF KEISER STREET AND
 FE2685'68 METERS WEST OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2667 ***********************************************************************
 FE2667  DESIGNATION -  OSCEOLA FED COMP WHSE W TANK
 FE2667  PID         -  FE2667
 FE2667  STATE/COUNTY-  AR/MISSISSIPPI
 FE2667  USGS QUAD   -  OSCEOLA (1983)
 FE2667
 FE2667                         *CURRENT SURVEY CONTROL
 FE2667  ___________________________________________________________________
 FE2667* NAD 83(1997)-  35 41 44.41628(N)    089 58 21.60449(W)     ADJUSTED  
 FE2667* NAVD 88     -                                                        
 FE2667  ___________________________________________________________________
 FE2667  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 FE2667  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE2667
 FE2667  HORZ ORDER  -  THIRD
 FE2667
 FE2667.The horizontal coordinates were established by classical geodetic methods
 FE2667.and adjusted by the National Geodetic Survey in September 1999..
 FE2667
 FE2667
 FE2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2667
 FE2667.The geoid height was determined by GEOID03.
 FE2667
 FE2667;                    North         East     Units Scale Factor Converg.
 FE2667;SPC AR N     -   153,029.021   583,467.082   MT  0.99993782   +1 10 46.9
 FE2667;SPC AR N     -   502,062.71  1,914,258.25   sFT  0.99993782   +1 10 46.9
 FE2667;SPC TN       -   158,446.308   240,554.714   MT  0.99995130   -2 19 32.7
 FE2667;SPC TN       -   519,835.93    789,219.92   sFT  0.99995130   -2 19 32.7
 FE2667;UTM  16      - 3,954,268.355   231,016.098   MT  1.00049167   -1 44 07.9
 FE2667;UTM  15      - 3,954,419.654   773,931.693   MT  1.00052478   +1 46 03.0
 FE2667
 FE2667                          SUPERSEDED SURVEY CONTROL
 FE2667
 FE2667  NAD 83(1997)-  35 41 44.41651(N)    089 58 21.60431(W) AD(       ) 4
 FE2667  NAD 83(1986)-  35 41 44.42743(N)    089 58 21.60222(W) AD(       ) 4
 FE2667  NAD 27      -  35 41 44.14600(N)    089 58 21.28600(W) AD(       ) 3
 FE2667
 FE2667.Superseded values are not recommended for survey control.
 FE2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2667.See file dsdata.txt to determine how the superseded data were derived.
 FE2667
 FE2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3101654268(NAD 83)
 FE2667_MARKER: 53 = ELEVATED TANK
 FE2667
 FE2667  HISTORY     - Date     Condition        Report By
 FE2667  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2667  HISTORY     - 1970     GOOD             NGS
 FE2667  HISTORY     - 1979     GOOD             NGS
 FE2667
 FE2667                          STATION DESCRIPTION
 FE2667
 FE2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2667'THE STATION IS IN THE SOUTHWESTERN PART OF TOWN AND ON THE WESTERN
 FE2667'EDGE OF THE COMPRESS COMPANY PROPERTY.
 FE2667'
 FE2667'THE STATION IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A WATER TANK
 FE2667'AND IS PAINTED ALUMINUM THROUGHOUT.  THE TOP OF THE WATER TANK IS
 FE2667'ABOUT 100 FEET HIGH.
 FE2667'
 FE2667'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 FE2667
 FE2667                          STATION RECOVERY (1970)
 FE2667
 FE2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FE2667'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 FE2667
 FE2667                          STATION RECOVERY (1979)
 FE2667
 FE2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2667'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FE2667'THE STATION, OSCEOLA FEDERAL COMPRESS WAREHOUSE WEST TANK,
 FE2667'IS BALL TOP CENTER.  THE TANK HAS A CYLINDRICAL BODY,
 FE2667'CONICAL SHAPED TOP, HEMISPHERICAL BOTTOM, 4 TRUSS-WORK LEGS, IS
 FE2667'SILVER IN COLOR AND 36 METERS IN HEIGHT.  IT IS OWNED BY FEDERAL
 FE2667'COMPRESS AND WAREHOUSE COMPANY.
 FE2667'
 FE2667'THE STATION IS LOCATED
 FE2667'IN THE SOUTHERN SECTION OF OSCEOLA, 0.4 KM SOUTH OF
 FE2667'U.S. HIGHWAY 61 AND 11 METERS EAST OF THE CENTERLINE OF STATE
 FE2667'HIGHWAY 325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2672 ***********************************************************************
 FE2672  DESIGNATION -  OSCEOLA MUNICIPAL TANK
 FE2672  PID         -  FE2672
 FE2672  STATE/COUNTY-  AR/MISSISSIPPI
 FE2672  USGS QUAD   -  OSCEOLA (1983)
 FE2672
 FE2672                         *CURRENT SURVEY CONTROL
 FE2672  ___________________________________________________________________
 FE2672* NAD 83(1997)-  35 42 18.63793(N)    089 58 08.28090(W)     ADJUSTED  
 FE2672* NAVD 88     -                                                        
 FE2672  ___________________________________________________________________
 FE2672  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 FE2672  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE2672
 FE2672  HORZ ORDER  -  THIRD
 FE2672
 FE2672.The horizontal coordinates were established by classical geodetic methods
 FE2672.and adjusted by the National Geodetic Survey in September 1999..
 FE2672
 FE2672
 FE2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2672
 FE2672.The geoid height was determined by GEOID03.
 FE2672
 FE2672;                    North         East     Units Scale Factor Converg.
 FE2672;SPC AR N     -   154,090.359   583,780.210   MT  0.99993815   +1 10 54.7
 FE2672;SPC AR N     -   505,544.79  1,915,285.57   sFT  0.99993815   +1 10 54.7
 FE2672;SPC TN       -   159,486.528   240,932.155   MT  0.99995092   -2 19 24.9
 FE2672;SPC TN       -   523,248.72    790,458.25   sFT  0.99995092   -2 19 24.9
 FE2672;UTM  16      - 3,955,312.970   231,383.005   MT  1.00048924   -1 44 01.6
 FE2672;UTM  15      - 3,955,484.775   774,234.090   MT  1.00052683   +1 46 12.2
 FE2672
 FE2672                          SUPERSEDED SURVEY CONTROL
 FE2672
 FE2672  NAD 83(1997)-  35 42 18.63810(N)    089 58 08.28075(W) AD(       ) 4
 FE2672  NAD 83(1986)-  35 42 18.64933(N)    089 58 08.27853(W) AD(       ) 4
 FE2672  NAD 27      -  35 42 18.38700(N)    089 58 07.95000(W) AD(       ) 3
 FE2672
 FE2672.Superseded values are not recommended for survey control.
 FE2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2672.See file dsdata.txt to determine how the superseded data were derived.
 FE2672
 FE2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3138355313(NAD 83)
 FE2672_MARKER: 53 = ELEVATED TANK
 FE2672
 FE2672  HISTORY     - Date     Condition        Report By
 FE2672  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2672  HISTORY     - 1970     GOOD             NGS
 FE2672  HISTORY     - 1979     GOOD             NGS
 FE2672
 FE2672                          STATION DESCRIPTION
 FE2672
 FE2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2672'THE STATION IS ABOUT 0.1 MILE NORTH-NORTHEAST OF THE COURTHOUSE
 FE2672'SQUARE.
 FE2672'
 FE2672'THE STATION IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A WATER TANK,
 FE2672'PAINTED ALUMINUM THROUGHOUT AND THE TANK IS ABOUT 100 FEET HIGH.
 FE2672'
 FE2672'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 FE2672
 FE2672                          STATION RECOVERY (1970)
 FE2672
 FE2672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FE2672'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 FE2672
 FE2672                          STATION RECOVERY (1979)
 FE2672
 FE2672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2672'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FE2672'THE STATION, OSCEOLA MUNICIPAL TANK, IS TOP CENTER.  THE TANK HAS
 FE2672'A CYLINDRICAL BODY, CONICAL SHAPED TOP, HEMISPHERICAL BOTTOM,
 FE2672'4 TRUSS-WORK LEGS, IS WHITE IN COLOR AND 37 METERS IN HEIGHT.  IT
 FE2672'IS OWNED BY THE CITY OF OSCEOLA.
 FE2672'
 FE2672'THE STATION IS LOCATED 0.2 KM NORTH OF COURTHOUSE
 FE2672'SQUARE IN OSCEOLA AND 26 METERS NORTH OF CENTERLINE OF SEMMES
 FE2672'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2669 ***********************************************************************
 FE2669  DESIGNATION -  OSCEOLA PRODUCTS CO TANK
 FE2669  PID         -  FE2669
 FE2669  STATE/COUNTY-  AR/MISSISSIPPI
 FE2669  USGS QUAD   -  OSCEOLA (1983)
 FE2669
 FE2669                         *CURRENT SURVEY CONTROL
 FE2669  ___________________________________________________________________
 FE2669* NAD 83(1997)-  35 42 33.31508(N)    089 57 49.15296(W)     ADJUSTED  
 FE2669* NAVD 88     -                                                        
 FE2669  ___________________________________________________________________
 FE2669  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FE2669  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2669
 FE2669  HORZ ORDER  -  THIRD
 FE2669
 FE2669.The horizontal coordinates were established by classical geodetic methods
 FE2669.and adjusted by the National Geodetic Survey in September 1999..
 FE2669
 FE2669
 FE2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2669
 FE2669.The geoid height was determined by GEOID03.
 FE2669
 FE2669;                    North         East     Units Scale Factor Converg.
 FE2669;SPC AR N     -   154,552.521   584,251.568   MT  0.99993831   +1 11 05.8
 FE2669;SPC AR N     -   507,061.06  1,916,832.02   sFT  0.99993831   +1 11 05.8
 FE2669;SPC TN       -   159,919.010   241,430.896   MT  0.99995076   -2 19 13.7
 FE2669;SPC TN       -   524,667.62    792,094.53   sFT  0.99995076   -2 19 13.7
 FE2669;UTM  16      - 3,955,750.797   231,877.534   MT  1.00048597   -1 43 51.0
 FE2669;UTM  15      - 3,955,952.028   774,700.954   MT  1.00052998   +1 46 24.0
 FE2669
 FE2669                          SUPERSEDED SURVEY CONTROL
 FE2669
 FE2669  NAD 83(1997)-  35 42 33.31525(N)    089 57 49.15277(W) AD(       ) 4
 FE2669  NAD 83(1986)-  35 42 33.32609(N)    089 57 49.15071(W) AD(       ) 4
 FE2669  NAD 27      -  35 42 33.04600(N)    089 57 48.83500(W) AD(       ) 3
 FE2669
 FE2669.Superseded values are not recommended for survey control.
 FE2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2669.See file dsdata.txt to determine how the superseded data were derived.
 FE2669
 FE2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3187855751(NAD 83)
 FE2669_MARKER: 53 = ELEVATED TANK
 FE2669
 FE2669  HISTORY     - Date     Condition        Report By
 FE2669  HISTORY     - 1954     FIRST OBSERVED   CGS
 FE2669  HISTORY     - 1979     GOOD             NGS
 FE2669  HISTORY     - 1987     GOOD             USPSQD
 FE2669
 FE2669                          STATION DESCRIPTION
 FE2669
 FE2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2669'THE STATION IS IN THE NORTHEASTERN EDGE OF TOWN AND ABOUT 0.3 MILE
 FE2669'EAST OF U.S. HIGHWAY 61.
 FE2669'
 FE2669'THE STATION IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A WATER TANK.
 FE2669'IT IS ABOUT 100 FEET HIGH, HAS OSCEOLA PRODUCTS CO. PAINTED ON THE
 FE2669'SIDE OF THE TANK AND THE STRUCTURE IS PAINTED ALUMINUM THROUGHOUT.
 FE2669'
 FE2669'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 FE2669
 FE2669                          STATION RECOVERY (1979)
 FE2669
 FE2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2669'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FE2669'THE STATION, OSCEOLA PRODUCTS COMPANY TANK, IS BALL TOP CENTER.
 FE2669'THE TANK HAS A CYLINDRICAL BODY, CONICAL SHAPED TOP,
 FE2669'HEMISPHERICAL BOTTOM, 4 TRUSS-WORK LEGS, IS WHITE IN COLOR AND
 FE2669'36 METERS IN HEIGHT.  IT HAS OSCEOLA PRODUCTS COMPANY PAINTED ON
 FE2669'THE WEST SIDE AND IS OWNED BY OSCEOLA PRODUCTS COMPANY.
 FE2669'
 FE2669'THE STATION IS LOCATED
 FE2669'1.1 KM NORTH-NORTHEAST OF THE CENTER OF OSCEOLA AND
 FE2669'29 METERS EAST OF THE CENTERLINE OF PEARL STREET.
 FE2669
 FE2669                          STATION RECOVERY (1987)
 FE2669
 FE2669'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FE2669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1901 ***********************************************************************
 FF1901  DESIGNATION -  OSCEOLA RM 2
 FF1901  PID         -  FF1901
 FF1901  STATE/COUNTY-  AR/MISSISSIPPI
 FF1901  USGS QUAD   -  KEISER (1983)
 FF1901
 FF1901                         *CURRENT SURVEY CONTROL
 FF1901  ___________________________________________________________________
 FF1901* NAD 83(1997)-  35 41 29.84948(N)    090 00 32.52790(W)     ADJUSTED  
 FF1901* NAVD 88     -        70.6    (meters)     232.     (feet)  VERTCON   
 FF1901  ___________________________________________________________________
 FF1901  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 FF1901  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF1901
 FF1901  HORZ ORDER  -  SECOND
 FF1901
 FF1901.This mark is at Osceola Airport (7M4)
 FF1901
 FF1901.The horizontal coordinates were established by classical geodetic methods
 FF1901.and adjusted by the National Geodetic Survey in September 1999..
 FF1901
 FF1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1901
 FF1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1901
 FF1901.The geoid height was determined by GEOID03.
 FF1901
 FF1901;                    North         East     Units Scale Factor Converg.
 FF1901;SPC AR N     -   152,513.031   580,185.459   MT  0.99993768   +1 09 30.7
 FF1901;SPC AR N     -   500,369.84  1,903,491.79   sFT  0.99993768   +1 09 30.7
 FF1901;SPC TN       -   158,131.933   237,247.635   MT  0.99995148   -2 20 49.4
 FF1901;SPC TN       -   518,804.52    778,369.95   sFT  0.99995148   -2 20 49.4
 FF1901;UTM  15      - 3,953,869.717   770,653.647   MT  1.00050278   +1 44 45.8
 FF1901;UTM  16      - 3,953,919.732   227,710.613   MT  1.00051373   -1 45 23.8
 FF1901
 FF1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1901!SPC AR N     -   0.99999327  x   0.99993768  =   0.99993095
 FF1901!SPC TN       -   0.99999327  x   0.99995148  =   0.99994475
 FF1901!UTM  15      -   0.99999327  x   1.00050278  =   1.00049605
 FF1901!UTM  16      -   0.99999327  x   1.00051373  =   1.00050700
 FF1901
 FF1901:                Primary Azimuth Mark                     Grid Az
 FF1901:SPC AR N     -  PLUM                                     105 18 19.8
 FF1901:SPC TN       -  PLUM                                     108 48 39.9
 FF1901:UTM  15      -  PLUM                                     104 43 04.7
 FF1901:UTM  16      -  PLUM                                     108 13 14.3
 FF1901
 FF1901|---------------------------------------------------------------------|
 FF1901| PID    Reference Object                     Distance      Geod. Az  |
 FF1901|                                                           dddmmss.s |
 FF1901| FE2679 PLUM                                APPROX. 4.8 KM 1062750.5 |
 FF1901| FF1903 OSCEOLA                              22.178 METERS 33150     |
 FF1901|---------------------------------------------------------------------|
 FF1901
 FF1901                          SUPERSEDED SURVEY CONTROL
 FF1901
 FF1901  NAD 83(1997)-  35 41 29.84955(N)    090 00 32.52789(W) AD(       ) 2
 FF1901  NAD 83(1986)-  35 41 29.86072(N)    090 00 32.52768(W) AD(       ) 2
 FF1901  NAD 83(1986)-  35 41 29.86158(N)    090 00 32.52457(W) AD(       ) 2
 FF1901  NAD 27      -  35 41 29.58289(N)    090 00 32.20287(W) AD(       ) 2
 FF1901  NGVD 29 (05/21/91)   70.5    (m)          231.     (f) H LEVEL        
 FF1901
 FF1901.Superseded values are not recommended for survey control.
 FF1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1901.See file dsdata.txt to determine how the superseded data were derived.
 FF1901
 FF1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7065453870(NAD 83)
 FF1901_MARKER: DR = REFERENCE MARK DISK
 FF1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1901_SP_SET: CONCRETE POST
 FF1901_STAMPING: OSCEOLA NO 2 1979
 FF1901_MARK LOGO: NGS   
 FF1901_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1901+STABILITY: SURFACE MOTION
 FF1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1901+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1990
 FF1901
 FF1901  HISTORY     - Date     Condition        Report By
 FF1901  HISTORY     - 1979     MONUMENTED       NGS
 FF1901  HISTORY     - 1979     GOOD             NGS
 FF1901  HISTORY     - 19901205 GOOD             NGS
 FF1901
 FF1901                          STATION DESCRIPTION
 FF1901
 FF1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1901'THE STATION IS LOCATED ABOUT 4.02 KILOMETERS WEST OF
 FF1901'OSCEOLA AT THE OSCEOLA MUNICIPAL AIRPORT.
 FF1901'
 FF1901'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 55 AND STATE
 FF1901'HIGHWAY 140, GO EAST ON STATE HIGHWAY 140 FOR 3.24 KILOMETERS
 FF1901'(1.8 MILES) TO THE JUNCTION OF STATE HIGHWAY 119 Y AND STATE
 FF1901'HIGHWAY 140, AND THE AZIMUTH MARK ON THE LEFT, IN THE NORTHEAST
 FF1901'ANGLE OF THE INTERSECTION.  CONTINUE AHEAD ON STATE HIGHWAY 140
 FF1901'FOR 0.45 MILE (0.72 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 FF1901'SOUTH FOR 0.45 MILE (0.72 KM) TO THE OSCEOLA MUNICIPAL AIRPORT
 FF1901'OFFICE ON THE RIGHT.  TURN LEFT AND GO EAST FOR 0.1 MILE (.16 KM)
 FF1901'CROSSING THE RUNWAY TO A WIND SOCK.  THE STATION IS 27.13
 FF1901'METERS EAST-NORTHEAST OF WIND SOCK.
 FF1901'
 FF1901'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 FF1901'STAMPED---OSCEOLA NO 2 1979---,
 FF1901'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1901'FLUSH WITH GROUND.  IT IS LOCATED
 FF1901'27.13 METERS EAST-NORTHEAST FROM THE WIND SOCK.
 FF1901'
 FF1901'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FF1901
 FF1901                          STATION RECOVERY (1979)
 FF1901
 FF1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FF1901'RECOVERED IN GOOD CONDITION.
 FF1901
 FF1901                          STATION RECOVERY (1990)
 FF1901
 FF1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1901'THE STATION IS LOCATED ABOUT 4.1 KM (2.55 MI) WEST OF OSCEOLA AT THE
 FF1901'OSCEOLA MUNICIPAL AIRPORT. OWNERSHIP-CITY OF OSCEOLA, P.O.BOX 403,
 FF1901'OSCEOLA AR 72370. PHONE IS 501-563-5993. AIRPORT MANAGER IS MICHAEL
 FF1901'SCHUNCKE, P.O.BOX 403, OSCEOLA AR 72370. PHONE IS 501-563-5993 OR
 FF1901'501-763-5446. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FF1901'HIGHWAY 55 AND STATE HIGHWAY 140 (EXIT 48) ABOUT 6.4 KM (3.95 MI)
 FF1901'WEST OF OSCEOLA. GO EAST ON STATE HIGHWAY 140 FOR 2.97 KM (1.85 MI) TO
 FF1901'THE JUNCTION OF STATE HIGHWAY 119 ON THE LEFT. CONTINUE EAST ON STATE
 FF1901'HIGHWAY 140 FOR 0.71 KM (0.45 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 FF1901'RIGHT AND GO SOUTH AND SOUTHWEST ON THE AIRPORT ENTRANCE ROAD FOR
 FF1901'0.63 KM (0.40 MI) TO A PARKING LOT AND AN APRON AND THE AIRPORT
 FF1901'OFFICE STRAIGHT AHEAD. TURN LEFT AND GO SOUTH ACROSS THE APRON FOR
 FF1901'ABOUT 150 FEET (45.7 M) TO A TAXIWAY ON THE LEFT. TURN LEFT AND GO
 FF1901'EAST ON THE TAXIWAY AND ACROSS THE RUNWAY AND A GRASSY AREA FOR 0.18
 FF1901'KM (0.10 MI) TO THE WINDSOCK AND THE STATION ON THE LEFT. THE STATION
 FF1901'IS LOCATED 29.6 M (97.1 FT) SOUTHWEST FROM OSCEOLA RM 1, 27.2 M
 FF1901'(89.2 FT) EAST-NORTHEAST FROM THE WINDSOCK, 22.2 M (72.8 FT)
 FF1901'SOUTH-SOUTHEAST FROM OSCEOLA 1979 AND 22.1 M (72.5 FT) EAST-SOUTHEAST
 FF1901'FROM A CARSONITE WITNESS POST. THE STATION IS FLUSH WITH THE
 FF1901'GROUND. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2673 ***********************************************************************
 FE2673  DESIGNATION -  OSCEOLA TANK
 FE2673  PID         -  FE2673
 FE2673  STATE/COUNTY-  AR/MISSISSIPPI
 FE2673  USGS QUAD   -  OSCEOLA (1983)
 FE2673
 FE2673                         *CURRENT SURVEY CONTROL
 FE2673  ___________________________________________________________________
 FE2673* NAD 83(1997)-  35 42 18.63369(N)    089 58 08.28398(W)     ADJUSTED  
 FE2673* NAVD 88     -                                                        
 FE2673  ___________________________________________________________________
 FE2673  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 FE2673  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE2673
 FE2673  HORZ ORDER  -  THIRD
 FE2673
 FE2673.The horizontal coordinates were established by classical geodetic methods
 FE2673.and adjusted by the National Geodetic Survey in September 1999..
 FE2673
 FE2673
 FE2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2673
 FE2673.The geoid height was determined by GEOID03.
 FE2673
 FE2673;                    North         East     Units Scale Factor Converg.
 FE2673;SPC AR N     -   154,090.227   583,780.135   MT  0.99993815   +1 10 54.7
 FE2673;SPC AR N     -   505,544.35  1,915,285.33   sFT  0.99993815   +1 10 54.7
 FE2673;SPC TN       -   159,486.401   240,932.072   MT  0.99995092   -2 19 24.9
 FE2673;SPC TN       -   523,248.30    790,457.97   sFT  0.99995092   -2 19 24.9
 FE2673;UTM  16      - 3,955,312.841   231,382.924   MT  1.00048924   -1 44 01.6
 FE2673;UTM  15      - 3,955,484.642   774,234.017   MT  1.00052682   +1 46 12.2
 FE2673
 FE2673                          SUPERSEDED SURVEY CONTROL
 FE2673
 FE2673  NAD 83(1997)-  35 42 18.63379(N)    089 58 08.28434(W) AD(       ) 4
 FE2673  NAD 83(1986)-  35 42 18.64532(N)    089 58 08.28561(W) AD(       ) 4
 FE2673  NAD 27      -  35 42 18.32100(N)    089 58 07.99700(W) AD(       ) 3
 FE2673
 FE2673.Superseded values are not recommended for survey control.
 FE2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2673.See file dsdata.txt to determine how the superseded data were derived.
 FE2673
 FE2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3138355313(NAD 83)
 FE2673_MARKER: 51 = TANK
 FE2673
 FE2673  HISTORY     - Date     Condition        Report By
 FE2673  HISTORY     - 1929     FIRST OBSERVED   CGS
 FE2673
 FE2673                          STATION DESCRIPTION
 FE2673
 FE2673'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2682 ***********************************************************************
 FE2682  DESIGNATION -  OSCEOLA W MUNICIPAL TANK
 FE2682  PID         -  FE2682
 FE2682  STATE/COUNTY-  AR/MISSISSIPPI
 FE2682  USGS QUAD   -  OSCEOLA (1983)
 FE2682
 FE2682                         *CURRENT SURVEY CONTROL
 FE2682  ___________________________________________________________________
 FE2682* NAD 83(1997)-  35 41 56.30639(N)    089 58 56.56646(W)     ADJUSTED  
 FE2682* NAVD 88     -                                                        
 FE2682  ___________________________________________________________________
 FE2682  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FE2682  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2682
 FE2682  HORZ ORDER  -  THIRD
 FE2682
 FE2682.The horizontal coordinates were established by classical geodetic methods
 FE2682.and adjusted by the National Geodetic Survey in September 1999..
 FE2682
 FE2682
 FE2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2682
 FE2682.The geoid height was determined by GEOID03.
 FE2682
 FE2682;                    North         East     Units Scale Factor Converg.
 FE2682;SPC AR N     -   153,377.327   582,580.823   MT  0.99993793   +1 10 26.6
 FE2682;SPC AR N     -   503,205.45  1,911,350.58   sFT  0.99993793   +1 10 26.6
 FE2682;SPC TN       -   158,848.157   239,691.398   MT  0.99995117   -2 19 53.2
 FE2682;SPC TN       -   521,154.33    786,387.53   sFT  0.99995117   -2 19 53.2
 FE2682;UTM  16      - 3,954,661.504   230,148.219   MT  1.00049744   -1 44 28.9
 FE2682;UTM  15      - 3,954,759.047   773,041.388   MT  1.00051878   +1 45 43.0
 FE2682
 FE2682                          SUPERSEDED SURVEY CONTROL
 FE2682
 FE2682  NAD 83(1997)-  35 41 56.30665(N)    089 58 56.56626(W) AD(       ) 4
 FE2682  NAD 83(1986)-  35 41 56.31750(N)    089 58 56.56425(W) AD(       ) 4
 FE2682  NAD 27      -  35 41 56.03840(N)    089 58 56.24438(W) AD(       ) 3
 FE2682
 FE2682.Superseded values are not recommended for survey control.
 FE2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2682.See file dsdata.txt to determine how the superseded data were derived.
 FE2682
 FE2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3014854662(NAD 83)
 FE2682_MARKER: 52 = STANDPIPE TANK
 FE2682
 FE2682  HISTORY     - Date     Condition        Report By
 FE2682  HISTORY     - 1979     FIRST OBSERVED   NGS
 FE2682
 FE2682                          STATION DESCRIPTION
 FE2682
 FE2682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2682'THE STATION, OSCEOLA WEST MUNICIPAL TANK, IS APEX OF VENT.  THE
 FE2682'TANK IS A SINGULAR COLUMN SPHEROID, WHITE IN COLOR AND 36 METERS
 FE2682'IN HEIGHT.  IT HAS OSCEOLA PAINTED ON THREE SIDES AND IS OWNED BY
 FE2682'THE CITY OF OSCEOLA.
 FE2682'
 FE2682'THE STATION IS LOCATED
 FE2682'IN THE NORTHWEST ANGLE OF INTERSECTION OF U.S. HIGHWAY 61 AND
 FE2682'STATE HIGHWAY 140, 0.1 KM NORTH OF STATE HIGHWAY
 FE2682'140, 53 METERS WEST OF THE CENTERLINE OF ERMEN LANE AND 23 METERS
 FE2682'SOUTH OF THE CENTERLINE OF GARDEN DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0657 ***********************************************************************
 GF0657  DESIGNATION -  OTT
 GF0657  PID         -  GF0657
 GF0657  STATE/COUNTY-  AR/FULTON
 GF0657  USGS QUAD   -  GEPP (1966)
 GF0657
 GF0657                         *CURRENT SURVEY CONTROL
 GF0657  ___________________________________________________________________
 GF0657* NAD 83(1997)-  36 29 54.19621(N)    092 03 30.37833(W)     ADJUSTED  
 GF0657* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 GF0657  ___________________________________________________________________
 GF0657  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GF0657  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GF0657
 GF0657  HORZ ORDER  -  THIRD
 GF0657
 GF0657.The horizontal coordinates were established by classical geodetic methods
 GF0657.and adjusted by the National Geodetic Survey in September 1999..
 GF0657
 GF0657.The orthometric height was scaled from a topographic map.
 GF0657
 GF0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0657
 GF0657.The geoid height was determined by GEOID03.
 GF0657
 GF0657;                    North         East     Units Scale Factor Converg.
 GF0657;SPC AR N     -   240,210.412   394,763.998   MT  1.00006315   -0 02 02.4
 GF0657;SPC AR N     -   788,090.33  1,295,154.88   sFT  1.00006315   -0 02 02.4
 GF0657;SPC MO C     -    73,881.580   539,558.286   MT  0.99995261   +0 15 45.5
 GF0657;UTM  15      - 4,039,641.395   584,324.664   MT  0.99968761   +0 33 36.3
 GF0657
 GF0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0657!SPC AR N     -   0.99996004  x   1.00006315  =   1.00002319
 GF0657!SPC MO C     -   0.99996004  x   0.99995261  =   0.99991265
 GF0657!UTM  15      -   0.99996004  x   0.99968761  =   0.99964766
 GF0657
 GF0657:                Primary Azimuth Mark                     Grid Az
 GF0657:SPC AR N     -  OTT AZ MK                                069 14 02.5
 GF0657:SPC MO C     -  OTT AZ MK                                068 56 14.6
 GF0657:UTM  15      -  OTT AZ MK                                068 38 23.8
 GF0657
 GF0657|---------------------------------------------------------------------|
 GF0657| PID    Reference Object                     Distance      Geod. Az  |
 GF0657|                                                           dddmmss.s |
 GF0657| CI2730 OTT AZ MK                                          0691200.1 |
 GF0657| CI2731 OTT RM 1                             23.702 METERS 14626     |
 GF0657| CI2732 OTT RM 2                             26.337 METERS 32104     |
 GF0657|---------------------------------------------------------------------|
 GF0657
 GF0657                          SUPERSEDED SURVEY CONTROL
 GF0657
 GF0657  NAD 83(1986)-  36 29 54.20425(N)    092 03 30.37750(W) AD(       ) 3
 GF0657  NAD 27      -  36 29 53.97200(N)    092 03 29.82100(W) AD(       ) 3
 GF0657
 GF0657.Superseded values are not recommended for survey control.
 GF0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0657.See file dsdata.txt to determine how the superseded data were derived.
 GF0657
 GF0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA8432539641(NAD 83)
 GF0657_MARKER: DS = TRIANGULATION STATION DISK
 GF0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0657+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2006
 GF0657
 GF0657  HISTORY     - Date     Condition        Report By
 GF0657  HISTORY     - 1953     MONUMENTED       CGS
 GF0657  HISTORY     - 20060131 GOOD             MODNR
 GF0657
 GF0657                          STATION DESCRIPTION
 GF0657
 GF0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0657'THE STATION IS ON THE MISSOURI-ARKANSAS STATE LINE, 8 MILES
 GF0657'NORTHWEST OF VIOLA, 6 MILES EAST-SOUTHEAST OF BAKERSFIELD,
 GF0657'4 MILES SOUTHWEST OF MOODY, 65 FEET WEST OF THE CENTER OF A
 GF0657'GRAVEL ROAD, 42 FEET SOUTH OF THE CENTER OF A WOODS ROAD, AND
 GF0657'6 FEET WEST OF A 4 IN X 4 IN WITNESS POST.
 GF0657'
 GF0657'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0657'OTT 1953.
 GF0657'
 GF0657'TO REACH THE STATION FROM BAKERSFIELD, MISSOURI, GO EASTERLY
 GF0657'ON A GRAVELED ROAD FOR 6.3 MILES TO A T-INTERSECTION AT LEOTA,
 GF0657'TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 1.0 MILE TO A
 GF0657'T-INTERSECTION AT A CHURCH, SCHOOL AND CEMETERY, TURN RIGHT AND
 GF0657'GO WEST AND SOUTH ON THE MAIN TRAVELED ROAD FOR 2.1 MILES TO
 GF0657'THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH AND WEST FOR 0.3
 GF0657'MILE TO THE STATION MARK ON THE RIGHT AS DESCRIBED.
 GF0657'
 GF0657'REFERENCE MARK NO. 1 IS 16 FEET EAST OF THE CENTER OF THE GRAVEL
 GF0657'ROAD AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 GF0657'AND THE DISK IS STAMPED OTT NO 1 1953.
 GF0657'
 GF0657'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE WOODS ROAD.  THE
 GF0657'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED OTT NO 2 1953.
 GF0657'
 GF0657'THE AZIMUTH MARK IS 15 FEET EAST OF THE GRAVEL ROAD AND 2 FEET
 GF0657'SOUTH OF A 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 6 INCHES
 GF0657'AND THE DISK IS STAMPED OTT 1953.
 GF0657'
 GF0657'(NOTE- THE GRAVELED ROAD GOING EAST OUT OF BAKERSFIELD IS
 GF0657'UNDER CONSTRUCTION AND MIGHT BE HARD-SURFACED.)
 GF0657'
 GF0657'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 GF0657
 GF0657                          STATION RECOVERY (2006)
 GF0657
 GF0657'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GF0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0852 ***********************************************************************
 FF0852  DESIGNATION -  OTWELL
 FF0852  PID         -  FF0852
 FF0852  STATE/COUNTY-  AR/CRAIGHEAD
 FF0852  USGS QUAD   -  OTWELL (1980)
 FF0852
 FF0852                         *CURRENT SURVEY CONTROL
 FF0852  ___________________________________________________________________
 FF0852* NAD 83(1997)-  35 43 35.33727(N)    090 50 13.75473(W)     ADJUSTED  
 FF0852* NAVD 88     -        77.269  (meters)     253.51   (feet)  ADJUSTED  
 FF0852  ___________________________________________________________________
 FF0852  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FF0852  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF0852  DYNAMIC HT  -          77.203 (meters)     253.29  (feet)  COMP
 FF0852  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 FF0852
 FF0852  HORZ ORDER  -  SECOND
 FF0852  VERT ORDER  -  FIRST     CLASS II
 FF0852
 FF0852.The horizontal coordinates were established by classical geodetic methods
 FF0852.and adjusted by the National Geodetic Survey in September 1999..
 FF0852
 FF0852.The orthometric height was determined by differential leveling
 FF0852.and adjusted by the National Geodetic Survey in June 1991..
 FF0852
 FF0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0852
 FF0852.The geoid height was determined by GEOID03.
 FF0852
 FF0852.The dynamic height is computed by dividing the NAVD 88
 FF0852.geopotential number by the normal gravity value computed on the
 FF0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0852.degrees latitude (g = 980.6199 gals.).
 FF0852
 FF0852.The modeled gravity was interpolated from observed gravity values.
 FF0852
 FF0852;                    North         East     Units Scale Factor Converg.
 FF0852;SPC AR N     -   155,179.814   505,198.462   MT  0.99993901   +0 40 36.0
 FF0852;SPC AR N     -   509,119.11  1,657,471.95   sFT  0.99993901   +0 40 36.0
 FF0852;UTM  15      - 3,955,768.583   695,617.961   MT  1.00007156   +1 15 48.0
 FF0852
 FF0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0852!SPC AR N     -   0.99999222  x   0.99993901  =   0.99993123
 FF0852!UTM  15      -   0.99999222  x   1.00007156  =   1.00006378
 FF0852
 FF0852:                Primary Azimuth Mark                     Grid Az
 FF0852:SPC AR N     -  JIM CRANE ELEVATOR                       018 15 41.4
 FF0852:UTM  15      -  JIM CRANE ELEVATOR                       017 40 29.4
 FF0852
 FF0852|---------------------------------------------------------------------|
 FF0852| PID    Reference Object                     Distance      Geod. Az  |
 FF0852|                                                           dddmmss.s |
 FF0852| FF2130 JIM CRANE ELEVATOR                  APPROX. 6.1 KM 0185617.4 |
 FF0852| FF0854 OTWELL RM 1                          26.084 METERS 06752     |
 FF0852| FF0850 OTWELL AZ MK                                       1995447.5 |
 FF0852| FF2125 RISHER                              APPROX.12.6 KM 2800345.1 |
 FF0852| FF0851 M 10 61                              21.122 METERS 28537     |
 FF0852|---------------------------------------------------------------------|
 FF0852
 FF0852                          SUPERSEDED SURVEY CONTROL
 FF0852
 FF0852  NAD 83(1997)-  35 43 35.34174(N)    090 50 13.75562(W) AD(       ) 2
 FF0852  NAD 83(1986)-  35 43 35.34924(N)    090 50 13.75376(W) AD(       ) 2
 FF0852  NAD 27      -  35 43 35.07190(N)    090 50 13.33790(W) AD(       ) 2
 FF0852  NGVD 29 (??/??/??)   77.198  (m)          253.27   (f) ADJUSTED    1 2
 FF0852
 FF0852.Superseded values are not recommended for survey control.
 FF0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0852.See file dsdata.txt to determine how the superseded data were derived.
 FF0852
 FF0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9561855769(NAD 83)
 FF0852_MARKER: DS = TRIANGULATION STATION DISK
 FF0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0852_STAMPING: OTWELL 1954
 FF0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0852+STABILITY: SURFACE MOTION
 FF0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0852+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0852
 FF0852  HISTORY     - Date     Condition        Report By
 FF0852  HISTORY     - 1954     MONUMENTED       CGS
 FF0852  HISTORY     - 1956     GOOD             CGS
 FF0852  HISTORY     - 1975     GOOD             USGS
 FF0852  HISTORY     - 20020821 GOOD             USACE
 FF0852
 FF0852                          STATION DESCRIPTION
 FF0852
 FF0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF0852'THE STATION IS LOCATED IN THE VILLAGE OF OTWELL, ABOUT 125
 FF0852'FEET WEST OF THE OTWELL POST OFFICE, 104 FEET NORTHWEST OF
 FF0852'THE CENTER OF A CROSSROADS, 75 FEET EAST OF THE CENTER OF
 FF0852'A RAILROAD CROSSING, 35 FEET NORTH OF THE CENTER OF A GRAVELED
 FF0852'ROAD, 10 FEET SOUTH OF A FENCE AND 11 FEET SOUTHEAST OF A
 FF0852'4 X 4 INCH WHITE WITNESS POST.
 FF0852'
 FF0852'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF0852'OTWELL 1954.
 FF0852'
 FF0852'REFERENCE MARK 1 IS 41 FEET WEST OF THE CENTER OF STATE
 FF0852'HIGHWAY 39 AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 FF0852'7 INCHES AND THE DISK IS STAMPED OTWELL NO 1 1954.
 FF0852'
 FF0852'M-10-61 (USE) IS 33 FEET NORTHEAST OF THE CENTER OF THE
 FF0852'RAILROAD CROSSING, 20.9 FEET EAST OF THE EAST RAIL OF THE
 FF0852'RAILROAD TRACKS AND 9 FEET SOUTHWEST OF A TELEPHONE POLE.
 FF0852'THE MARK IS A BRONZE DISK OF THE UNITED STATES ENGINEER
 FF0852'DEPARTMENT SET IN THE TOP OF A CONCRETE POST 6 INCHES IN
 FF0852'DIAMETER.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 FF0852'M-10-61.
 FF0852'
 FF0852'THE AZIMUTH MARK IS 42 FEET EAST OF THE CENTER OF STATE
 FF0852'HIGHWAY 39, 15 FEET SOUTH OF THE CENTER OF AN ENTRANCE DRIVE
 FF0852'AND 4 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE
 FF0852'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED OTWELL 1954.
 FF0852'TO REACH THE MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY
 FF0852'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 FF0852'
 FF0852'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF0852
 FF0852                          STATION RECOVERY (1956)
 FF0852
 FF0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0852'3.7 MI S FROM GIBSON.
 FF0852'3.7 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 FF0852'ROAD CROSSING AT GIBSON, AT OTWELL, 89 FEET EAST OF EAST RAIL,
 FF0852'99 FEET WEST OF CENTER LINE OF STATE HIGHWAY 39, 33 FEET NORTH
 FF0852'OF CENTER LINE OF A GRAVEL ROAD, 184 FEET SOUTH OF A POWER POLE
 FF0852'WITH THREE GUY WIRES, 61 FEET EAST OF TELEPHONE POLE NO. 137/09,
 FF0852'85.58 FEET SOUTHWEST OF RM NO. 1, 69.30 FEET EAST OF BM M-1C-61
 FF0852'(U.S.E.) 10 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0852'1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FF0852'POST PROJECTING 1 INCH.
 FF0852
 FF0852                          STATION RECOVERY (1975)
 FF0852
 FF0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF0852'STA. MK AND RM 1 - OK USE M-10-61 DEST.  AZ. MK. STEM IN PLACE,
 FF0852'CAP GONE.
 FF0852
 FF0852                          STATION RECOVERY (2002)
 FF0852
 FF0852'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0852'THE STATION IS 2 FT E OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0850 ***********************************************************************
 FF0850  DESIGNATION -  OTWELL AZ MK
 FF0850  PID         -  FF0850
 FF0850  STATE/COUNTY-  AR/CRAIGHEAD
 FF0850  USGS QUAD   -  OTWELL (1980)
 FF0850
 FF0850                         *CURRENT SURVEY CONTROL
 FF0850  ___________________________________________________________________
 FF0850* NAD 83(1986)-  35 43 21.     (N)    090 50 20.     (W)     SCALED    
 FF0850* NAVD 88     -        76.991  (meters)     252.59   (feet)  ADJUSTED  
 FF0850  ___________________________________________________________________
 FF0850  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF0850  DYNAMIC HT  -          76.925 (meters)     252.38  (feet)  COMP
 FF0850  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 FF0850
 FF0850  VERT ORDER  -  FIRST     CLASS II
 FF0850
 FF0850.The horizontal coordinates were scaled from a topographic map and have
 FF0850.an estimated accuracy of +/- 6 seconds.
 FF0850
 FF0850.The orthometric height was determined by differential leveling
 FF0850.and adjusted by the National Geodetic Survey in June 1991..
 FF0850
 FF0850.The geoid height was determined by GEOID03.
 FF0850
 FF0850.The dynamic height is computed by dividing the NAVD 88
 FF0850.geopotential number by the normal gravity value computed on the
 FF0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0850.degrees latitude (g = 980.6199 gals.).
 FF0850
 FF0850.The modeled gravity was interpolated from observed gravity values.
 FF0850
 FF0850;                    North         East    Units  Estimated Accuracy
 FF0850;SPC AR N     -   154,740.      505,050.      MT  (+/- 180 meters Scaled)
 FF0850
 FF0850                          SUPERSEDED SURVEY CONTROL
 FF0850
 FF0850  NGVD 29 (??/??/??)   76.920  (m)          252.36   (f) ADJUSTED    1 2
 FF0850
 FF0850.Superseded values are not recommended for survey control.
 FF0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0850.See file dsdata.txt to determine how the superseded data were derived.
 FF0850
 FF0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV954553(NAD 83)
 FF0850_MARKER: DZ = AZIMUTH MARK DISK
 FF0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0850_STAMPING: OTWELL 1954
 FF0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0850+STABILITY: SURFACE MOTION
 FF0850
 FF0850  HISTORY     - Date     Condition        Report By
 FF0850  HISTORY     - 1954     MONUMENTED       CGS
 FF0850  HISTORY     - 1956     GOOD             CGS
 FF0850  HISTORY     - 20020821 MARK NOT FOUND   USACE
 FF0850
 FF0850                          STATION DESCRIPTION
 FF0850
 FF0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0850'4 MI S FROM GIBSON.
 FF0850'4.0 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0850'THE ROAD CROSSING AT GIBSON, ABOUT 0.3 MILE SOUTH OF THE ROAD
 FF0850'CROSSING AT OTWELL, ACROSS STATE HIGHWAY 39 FROM TELEPHONE POLE
 FF0850'NO. 137/17, 42 FEET EAST OF CENTER LINE OF HIGHWAY 39, 43 FEET
 FF0850'SOUTH OF A FENCE CORNER, 45 FEET NORTH OF A FENCE CORNER, 98
 FF0850'FEET SOUTHEAST AND ACROSS HIGHWAY FROM A POWER POLE WITH A
 FF0850'TRANSFORMER AND A BRANCH LINE EAST, 15 FEET SOUTH OF CENTER LINE
 FF0850'OF A DIM DRIVE TO REMAINS OF A BURNED OUT HOUSE, NEAR THE CENTER
 FF0850'OF A NORTH-SOUTH ROW OF SMALL CEDAR TREES, 3 FEET NORTH OF A WHITE
 FF0850'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET
 FF0850'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FF0850
 FF0850                          STATION RECOVERY (2002)
 FF0850
 FF0850'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0854 ***********************************************************************
 FF0854  DESIGNATION -  OTWELL RM 1
 FF0854  PID         -  FF0854
 FF0854  STATE/COUNTY-  AR/CRAIGHEAD
 FF0854  USGS QUAD   -  OTWELL (1980)
 FF0854
 FF0854                         *CURRENT SURVEY CONTROL
 FF0854  ___________________________________________________________________
 FF0854* NAD 83(1986)-  35 43 36.     (N)    090 50 14.     (W)     SCALED    
 FF0854* NAVD 88     -        77.500  (meters)     254.26   (feet)  ADJUSTED  
 FF0854  ___________________________________________________________________
 FF0854  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF0854  DYNAMIC HT  -          77.434 (meters)     254.05  (feet)  COMP
 FF0854  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 FF0854
 FF0854  VERT ORDER  -  FIRST     CLASS II
 FF0854
 FF0854.The horizontal coordinates were scaled from a topographic map and have
 FF0854.an estimated accuracy of +/- 6 seconds.
 FF0854
 FF0854.The orthometric height was determined by differential leveling
 FF0854.and adjusted by the National Geodetic Survey in June 1991..
 FF0854
 FF0854.The geoid height was determined by GEOID03.
 FF0854
 FF0854.The dynamic height is computed by dividing the NAVD 88
 FF0854.geopotential number by the normal gravity value computed on the
 FF0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0854.degrees latitude (g = 980.6199 gals.).
 FF0854
 FF0854.The modeled gravity was interpolated from observed gravity values.
 FF0854
 FF0854;                    North         East    Units  Estimated Accuracy
 FF0854;SPC AR N     -   155,200.      505,190.      MT  (+/- 180 meters Scaled)
 FF0854
 FF0854                          SUPERSEDED SURVEY CONTROL
 FF0854
 FF0854  NGVD 29 (??/??/??)   77.428  (m)          254.03   (f) ADJUSTED    1 2
 FF0854
 FF0854.Superseded values are not recommended for survey control.
 FF0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0854.See file dsdata.txt to determine how the superseded data were derived.
 FF0854
 FF0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV956557(NAD 83)
 FF0854_MARKER: DR = REFERENCE MARK DISK
 FF0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0854_STAMPING: OTWELL NO 1 1954
 FF0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0854+STABILITY: SURFACE MOTION
 FF0854
 FF0854  HISTORY     - Date     Condition        Report By
 FF0854  HISTORY     - 1954     MONUMENTED       CGS
 FF0854  HISTORY     - 1956     GOOD             CGS
 FF0854
 FF0854                          STATION DESCRIPTION
 FF0854
 FF0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0854'3.7 MI S FROM GIBSON.
 FF0854'3.7 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0854'THE ROAD CROSSING AT GIBSON, AT OTWELL, 40 FEET WEST OF CENTER
 FF0854'LINE OF HIGHWAY, 148 FEET EAST OF EAST RAIL OF TRACK, 85.58
 FF0854'FEET NORTHEAST OF STATION MARK, 95 FEET NORTH OF CENTER LINE
 FF0854'OF GRAVEL ROAD, 149 FEET SOUTHEAST OF A POWER POLE WITH THREE
 FF0854'GUY WIRES, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE
 FF0854'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1926 ***********************************************************************
 EJ1926  DESIGNATION -  OUACHITA
 EJ1926  PID         -  EJ1926
 EJ1926  STATE/COUNTY-  AR/GARLAND
 EJ1926  USGS QUAD   -  HAMILTON (1975)
 EJ1926
 EJ1926                         *CURRENT SURVEY CONTROL
 EJ1926  ___________________________________________________________________
 EJ1926* NAD 83(1997)-  34 43 47.57937(N)    093 13 35.16800(W)     ADJUSTED  
 EJ1926* NAVD 88     -       597.80   (+/-2cm)    1961.3    (feet)  VERTCON   
 EJ1926  ___________________________________________________________________
 EJ1926  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 EJ1926  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EJ1926
 EJ1926  HORZ ORDER  -  SECOND
 EJ1926  VERT ORDER  -  THIRD ? (See Below)
 EJ1926
 EJ1926.The horizontal coordinates were established by classical geodetic methods
 EJ1926.and adjusted by the National Geodetic Survey in September 1999..
 EJ1926
 EJ1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1926.The vertical order pertains to the NGVD 29 superseded value.
 EJ1926
 EJ1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1926
 EJ1926.The geoid height was determined by GEOID03.
 EJ1926
 EJ1926;                    North         East     Units Scale Factor Converg.
 EJ1926;SPC AR S     -   629,516.127   287,677.854   MT  0.99999200   -0 41 11.1
 EJ1926;SPC AR S     - 2,065,337.49    943,823.09   sFT  0.99999200   -0 41 11.1
 EJ1926;SPC AR N     -    44,694.276   287,671.982   MT  1.00004622   -0 42 49.2
 EJ1926;SPC AR N     -   146,634.47    943,803.83   sFT  1.00004622   -0 42 49.2
 EJ1926;UTM  15      - 3,843,112.138   479,269.690   MT  0.99960530   -0 07 44.4
 EJ1926
 EJ1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1926!SPC AR S     -   0.99991059  x   0.99999200  =   0.99990260
 EJ1926!SPC AR N     -   0.99991059  x   1.00004622  =   0.99995681
 EJ1926!UTM  15      -   0.99991059  x   0.99960530  =   0.99951593
 EJ1926
 EJ1926:                Primary Azimuth Mark                     Grid Az
 EJ1926:SPC AR S     -  DECKARD                                  054 52 19.9
 EJ1926:SPC AR N     -  DECKARD                                  054 53 58.0
 EJ1926:UTM  15      -  DECKARD                                  054 18 53.2
 EJ1926
 EJ1926|---------------------------------------------------------------------|
 EJ1926| PID    Reference Object                     Distance      Geod. Az  |
 EJ1926|                                                           dddmmss.s |
 EJ1926| EJ1912 DECKARD                             APPROX.10.7 KM 0541108.8 |
 EJ1926| CX6008 OUACHITA RM 1                         7.035 METERS 08940     |
 EJ1926| EJ1927 OUACHITA PINNACLE LOT                10.345 METERS 10649     |
 EJ1926| CX6009 OUACHITA RM 2                         7.242 METERS 19705     |
 EJ1926|---------------------------------------------------------------------|
 EJ1926
 EJ1926                          SUPERSEDED SURVEY CONTROL
 EJ1926
 EJ1926  NAD 83(1986)-  34 43 47.59179(N)    093 13 35.16082(W) AD(       ) 2
 EJ1926  NAD 27      -  34 43 47.25510(N)    093 13 34.49120(W) AD(       ) 2
 EJ1926  NGVD 29 (07/19/86)  597.76   (m)         1961.2    (f) LEVELING    3  
 EJ1926
 EJ1926.Superseded values are not recommended for survey control.
 EJ1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1926.See file dsdata.txt to determine how the superseded data were derived.
 EJ1926
 EJ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7927043112(NAD 83)
 EJ1926_MARKER: DS = TRIANGULATION STATION DISK
 EJ1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1926
 EJ1926  HISTORY     - Date     Condition        Report By
 EJ1926  HISTORY     - 1956     MONUMENTED       CGS
 EJ1926  HISTORY     - 1972     GOOD             NGS
 EJ1926  HISTORY     - 19980425 GOOD             USPSQD
 EJ1926
 EJ1926                          STATION DESCRIPTION
 EJ1926
 EJ1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1926'THE STATION IS LOCATED AT THE SITE OF THE OUACHITA PINNACLE
 EJ1926'LOOKOUT TOWER.  IT IS ABOUT 18.5 MILES NORTHWEST OF HOT SPRINGS,
 EJ1926'16 MILES EAST-NORTHEAST OF STORY, 10 MILES WEST-NORTHWEST
 EJ1926'OF JESSIEVILLE AND 3 MILES SOUTH OF THE GARLAND-PERRY COUNTY
 EJ1926'LINE.
 EJ1926'
 EJ1926'TO REACH THE STATION FROM THE JESSIEVILLE SCHOOL IN JESSIEVILLE,
 EJ1926'DRIVE NORTH ON STATE HIGHWAY 7 FOR 6.8 MILES TO A CROSSROAD
 EJ1926'AT THE SUMMIT OF A GRADE.  TURN LEFT AND DRIVE WEST ON BLADED
 EJ1926'ROAD FOR 1.2 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE
 EJ1926'STRAIGHT AHEAD, WEST, FOR 5.4 MILES TO A SIDE ROAD ON THE
 EJ1926'LEFT AT SIGN, OUACHITA PINNACLE TT.  TURN LEFT AND DRIVE
 EJ1926'SOUTH FOR 2.55 MILES TO A T-ROAD INTERSECTION.  TURN RIGHT
 EJ1926'AND CONTINUE WEST FOR 2.4 MILES ALONG SUMMIT OF THE RIDGE
 EJ1926'TO THE LOOKOUT TOWER AND STATION.
 EJ1926'
 EJ1926'ALL MARKS ARE STANDARD DISKS.
 EJ1926'
 EJ1926'THE STATION MARK, STAMPED OUACHITA 1956, IS SET IN THE TOP
 EJ1926'OF A CONCRETE MONUMENT WHICH IS 10 INCHES SQUARE AND FLUSH
 EJ1926'WITH THE SURFACE OF THE GROUND.  IT IS ON THE SUMMIT OF THE
 EJ1926'RIDGE AND 23.6 FEET WEST OF THE NORTHWEST LEG OF THE LOOKOUT
 EJ1926'TOWER.
 EJ1926'
 EJ1926'REFERENCE MARK 1, STAMPED OUACHITA NO 1 1956, IS SET IN THE
 EJ1926'TOP OF THE NORTHWEST CONCRETE LEG PIER OF THE LOOKOUT TOWER.
 EJ1926'IT PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND
 EJ1926'AND IS ABOUT 14 INCHES HIGHER IN ELEVATION THAN THE STATION
 EJ1926'MARK.
 EJ1926'
 EJ1926'REFERENCE MARK 2, STAMPED OUACHITA NO 2 1956, IS SET IN THE
 EJ1926'TOP OF A CONCRETE MONUMENT WHICH IS 10 INCHES SQUARE, PROJECTS
 EJ1926'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS ABOUT
 EJ1926'12 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 EJ1926'
 EJ1926'A SUITABLE LOCATION FOR AN AZIMUTH MARK WAS NOT FOUND AT
 EJ1926'THIS TIME.
 EJ1926
 EJ1926                          STATION RECOVERY (1972)
 EJ1926
 EJ1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1926'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 EJ1926'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 EJ1926'AND DIRECTIONS TO THE REFERENCE MARKS CHECKED THE PREVIOUS
 EJ1926'DATA.  FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK
 EJ1926'AND REFERENCE MARK 2 AND A NEW DESCRIPTION OF THE ROUTE TO
 EJ1926'REACH THE STATION.
 EJ1926'
 EJ1926'TO REACH THE STATION FROM THE JESSIEVILLE SCHOOL IN JESSIEVILLE,
 EJ1926'GO NORTHERLY ON STATE HIGHWAY 7 FOR 6.85 MILES TO A CROSSROAD.
 EJ1926'TURN LEFT AND GO WESTERLY ON FOREST SERVICE ROAD 11 FOR 1.2
 EJ1926'MILE TO A SIDE ROAD,FOREST SERVICE ROAD 122 ON THE LEFT.
 EJ1926'CONTINUE WESTERLY ON ROAD 11 FOR 5.4 MILES TO A SIDE ROAD ON
 EJ1926'THE LEFT.  TURN LEFT AND GO SOUTHERLY ON FOREST SERVICE ROAD
 EJ1926'154 FOR 2.55 MILES TO A T-ROAD.  TURN RIGHT AND GO WESTERLY
 EJ1926'ON FOREST SERVICE ROAD 107 FOR 1.4 MILE TO THE OUACHITA
 EJ1926'PINNACLE TOWER AND THE STATION ON THE LEFT.
 EJ1926'
 EJ1926'THE STATION MARK IS 30.5 FEET WEST-NORTHWEST OF THE SOUTHWEST
 EJ1926'LEG OF THE LOOKOUT TOWER, 32 FEET NORTHEAST OF A POWER
 EJ1926'POLE AND 24 FEET WEST OF THE NORTHWEST LEG OF THE LOOKOUT
 EJ1926'TOWER.
 EJ1926'
 EJ1926'REFERENCE MARK 2 IS 31 FEET WEST-SOUTHWEST OF THE SOUTHWEST LEG
 EJ1926'OF THE LOOKOUT TOWER AND 12 FEET EAST-NORTHEAST OF THE POWER
 EJ1926'POLE.
 EJ1926'
 EJ1926'REFERENCE MARK 1 IS AS PREVIOUSLY DESCRIBED.
 EJ1926'
 EJ1926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILES
 EJ1926'WEST-NORTHWEST OF JESSIEVILLE.
 EJ1926
 EJ1926                          STATION RECOVERY (1998)
 EJ1926
 EJ1926'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1927 ***********************************************************************
 EJ1927  DESIGNATION -  OUACHITA PINNACLE LOT
 EJ1927  PID         -  EJ1927
 EJ1927  STATE/COUNTY-  AR/GARLAND
 EJ1927  USGS QUAD   -  HAMILTON (1975)
 EJ1927
 EJ1927                         *CURRENT SURVEY CONTROL
 EJ1927  ___________________________________________________________________
 EJ1927* NAD 83(1997)-  34 43 47.48220(N)    093 13 34.77877(W)     ADJUSTED  
 EJ1927* NAVD 88     -                                                        
 EJ1927  ___________________________________________________________________
 EJ1927  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 EJ1927  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EJ1927
 EJ1927  HORZ ORDER  -  THIRD
 EJ1927
 EJ1927.The horizontal coordinates were established by classical geodetic methods
 EJ1927.and adjusted by the National Geodetic Survey in September 1999..
 EJ1927
 EJ1927
 EJ1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1927
 EJ1927.The geoid height was determined by GEOID03.
 EJ1927
 EJ1927;                    North         East     Units Scale Factor Converg.
 EJ1927;SPC AR S     -   629,513.014   287,687.720   MT  0.99999200   -0 41 10.9
 EJ1927;SPC AR S     - 2,065,327.28    943,855.46   sFT  0.99999200   -0 41 10.9
 EJ1927;SPC AR N     -    44,691.158   287,681.847   MT  1.00004623   -0 42 49.0
 EJ1927;SPC AR N     -   146,624.24    943,836.19   sFT  1.00004623   -0 42 49.0
 EJ1927;UTM  15      - 3,843,109.123   479,279.582   MT  0.99960529   -0 07 44.2
 EJ1927
 EJ1927                          SUPERSEDED SURVEY CONTROL
 EJ1927
 EJ1927  NAD 83(1986)-  34 43 47.49462(N)    093 13 34.77160(W) AD(       ) 4
 EJ1927  NAD 27      -  34 43 47.15800(N)    093 13 34.10200(W) AD(       ) 3
 EJ1927
 EJ1927.Superseded values are not recommended for survey control.
 EJ1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1927.See file dsdata.txt to determine how the superseded data were derived.
 EJ1927
 EJ1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7928043109(NAD 83)
 EJ1927_MARKER: 57 = LOOKOUT TOWER
 EJ1927
 EJ1927  HISTORY     - Date     Condition        Report By
 EJ1927  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ1927  HISTORY     - 19980425 GOOD             USPSQD
 EJ1927
 EJ1927                          STATION DESCRIPTION
 EJ1927
 EJ1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1927'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, ABOUT
 EJ1927'17 MILES EAST-NORTHEAST OF STORY AND STATE HIGHWAY 27,
 EJ1927'9-3/4 MILES WEST-NORTHWEST OF JESSIEVILLE AND STATE HIGHWAY
 EJ1927'7 AND ABOUT 3 MILES SOUTH OF THE GARLAND-PERRY COUNTY LINE.
 EJ1927'
 EJ1927'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER,
 EJ1927'WHICH IS 33.94 FEET, 10.345 METERS, EAST-SOUTHEAST OF TRIANGULATION
 EJ1927'STATION OUACHITA.  THE LOOKOUT TOWER CONSISTS OF A LOOKOUT
 EJ1927'HOUSE ABOUT 15 FEET SQUARE WHICH IS SUPPORTED BY FOUR STEEL
 EJ1927'LEGS AND RISES TO A HEIGHT OF ABOUT 47.5 FEET.
 EJ1927
 EJ1927                          STATION RECOVERY (1998)
 EJ1927
 EJ1927'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0890 ***********************************************************************
 GE0890  DESIGNATION -  OXFORD
 GE0890  PID         -  GE0890
 GE0890  STATE/COUNTY-  AR/IZARD
 GE0890  USGS QUAD   -  OXFORD (1984)
 GE0890
 GE0890                         *CURRENT SURVEY CONTROL
 GE0890  ___________________________________________________________________
 GE0890* NAD 83(1997)-  36 10 53.29899(N)    091 55 01.05021(W)     ADJUSTED  
 GE0890* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 GE0890  ___________________________________________________________________
 GE0890  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 GE0890  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GE0890
 GE0890  HORZ ORDER  -  THIRD
 GE0890
 GE0890.The horizontal coordinates were established by classical geodetic methods
 GE0890.and adjusted by the National Geodetic Survey in September 1999..
 GE0890
 GE0890.The orthometric height was scaled from a topographic map.
 GE0890
 GE0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0890
 GE0890.The geoid height was determined by GEOID03.
 GE0890
 GE0890;                    North         East     Units Scale Factor Converg.
 GE0890;SPC AR N     -   205,044.489   407,470.072   MT  0.99999016   +0 02 54.0
 GE0890;SPC AR N     -   672,716.79  1,336,841.39   sFT  0.99999016   +0 02 54.0
 GE0890;UTM  15      - 4,004,620.076   597,389.613   MT  0.99971686   +0 38 21.9
 GE0890
 GE0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0890!SPC AR N     -   0.99996091  x   0.99999016  =   0.99995107
 GE0890!UTM  15      -   0.99996091  x   0.99971686  =   0.99967778
 GE0890
 GE0890|---------------------------------------------------------------------|
 GE0890| PID    Reference Object                     Distance      Geod. Az  |
 GE0890|                                                           dddmmss.s |
 GE0890| CI2742 OXFORD RM 1                          21.556 METERS 21503     |
 GE0890| GE0891 OXFORD LOOKOUT TOWER                  7.968 METERS 24318     |
 GE0890| GF0659 BEXAR                               APPROX.14.8 KM 3235204.7 |
 GE0890| CI2743 OXFORD RM 2                          14.279 METERS 32500     |
 GE0890|---------------------------------------------------------------------|
 GE0890
 GE0890                          SUPERSEDED SURVEY CONTROL
 GE0890
 GE0890  NAD 83(1986)-  36 10 53.30843(N)    091 55 01.04934(W) AD(       ) 3
 GE0890  NAD 27      -  36 10 53.06100(N)    091 55 00.51000(W) AD(       ) 3
 GE0890
 GE0890.Superseded values are not recommended for survey control.
 GE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0890.See file dsdata.txt to determine how the superseded data were derived.
 GE0890
 GE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9739004620(NAD 83)
 GE0890_MARKER: DS = TRIANGULATION STATION DISK
 GE0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0890
 GE0890  HISTORY     - Date     Condition        Report By
 GE0890  HISTORY     - 1953     MONUMENTED       CGS
 GE0890  HISTORY     - 20051011 MARK NOT FOUND   ARHD
 GE0890
 GE0890                          STATION DESCRIPTION
 GE0890
 GE0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0890'THE STATION IS IN SECTION 35, T 18 N, R 9 W, ON STATE LAND
 GE0890'ABOUT 2-1/2 MILES SOUTH AND 1/2 MILE EAST OF OXFORD, AND 9
 GE0890'FEET WEST OF A WIRE FENCE.
 GE0890'
 GE0890'TO REACH THE STATION FROM THE POST OFFICE IN OXFORD, GO
 GE0890'SOUTH ON STATE HIGHWAY 9 FOR 2.85 MILES TO A SIDE ROAD ON THE
 GE0890'LEFT, TURN LEFT ON THE SIDE ROAD AND GO EAST FOR 0.45 MILE TO
 GE0890'A FORK AT CHURCH AND CEMETARY, TAKE RIGHT FORK FOR 0.2 MILE
 GE0890'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO
 GE0890'FIRE TOWER AND STATION.
 GE0890'
 GE0890'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE0890'STAMPED OXFORD 1953.
 GE0890'
 GE0890'REFERENCE MARK 1 IS 42 FEET WEST OF THE WIRE FENCE.  THE MARK
 GE0890'PROJECTS 1 INCH AND THE DISK IS STAMPED OXFORD NO 1 1953.
 GE0890'
 GE0890'REFERENCE MARK 2 IS 41 FEET WEST OF THE WIRE FENCE.  THE MARK
 GE0890'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED OXFORD NO 2
 GE0890'1953.
 GE0890'
 GE0890'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 GE0890'
 GE0890'A TRAVERSE WAS MADE TO THE OXFORD LOOKOUT TOWER.
 GE0890'
 GE0890'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GE0890
 GE0890                          STATION RECOVERY (2005)
 GE0890
 GE0890'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GE0890'TOWER GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0891 ***********************************************************************
 GE0891  DESIGNATION -  OXFORD LOOKOUT TOWER
 GE0891  PID         -  GE0891
 GE0891  STATE/COUNTY-  AR/IZARD
 GE0891  USGS QUAD   -  OXFORD (1984)
 GE0891
 GE0891                         *CURRENT SURVEY CONTROL
 GE0891  ___________________________________________________________________
 GE0891* NAD 83(1997)-  36 10 53.18282(N)    091 55 01.33507(W)     ADJUSTED  
 GE0891* NAVD 88     -                                                        
 GE0891  ___________________________________________________________________
 GE0891  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 GE0891  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GE0891
 GE0891  HORZ ORDER  -  THIRD
 GE0891
 GE0891.The horizontal coordinates were established by classical geodetic methods
 GE0891.and adjusted by the National Geodetic Survey in September 1999..
 GE0891
 GE0891
 GE0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0891
 GE0891.The geoid height was determined by GEOID03.
 GE0891
 GE0891;                    North         East     Units Scale Factor Converg.
 GE0891;SPC AR N     -   205,040.902   407,462.957   MT  0.99999015   +0 02 53.8
 GE0891;SPC AR N     -   672,705.03  1,336,818.05   sFT  0.99999015   +0 02 53.8
 GE0891;UTM  15      - 4,004,616.417   597,382.538   MT  0.99971685   +0 38 21.7
 GE0891
 GE0891                          SUPERSEDED SURVEY CONTROL
 GE0891
 GE0891  NAD 83(1986)-  36 10 53.19226(N)    091 55 01.33420(W) AD(       ) 4
 GE0891  NAD 27      -  36 10 52.94500(N)    091 55 00.79500(W) AD(       ) 3
 GE0891
 GE0891.Superseded values are not recommended for survey control.
 GE0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0891.See file dsdata.txt to determine how the superseded data were derived.
 GE0891
 GE0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9738304616(NAD 83)
 GE0891_MARKER: 57 = LOOKOUT TOWER
 GE0891
 GE0891  HISTORY     - Date     Condition        Report By
 GE0891  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0891
 GE0891                          STATION DESCRIPTION
 GE0891
 GE0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0891'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH AND 1/2 MILE
 GE0891'EAST OF OXFORD.  IT IS A FOUR LEGGED STEEL TOWER WITH A SMALL
 GE0891'HOUSE AT THE TOP AND ABOUT 50 FEET HIGH.  THE POINT INTERSECTED
 GE0891'WAS THE APEX OF THE HOUSE.  A TRAVERSE WAS MADE AT GROUND LEVEL
 GE0891'FROM THE CENTER OF THE TOWER TO TRIANGULATION STATION OXFORD
 GE0891'AND THE DISTANCE WAS FOUND TO BE 26.14 FEET AND 7.968 METERS
 GE0891'SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1919 ***********************************************************************
 FG1919  DESIGNATION -  OZARK
 FG1919  PID         -  FG1919
 FG1919  STATE/COUNTY-  AR/FRANKLIN
 FG1919  USGS QUAD   -  WATALULA (1973)
 FG1919
 FG1919                         *CURRENT SURVEY CONTROL
 FG1919  ___________________________________________________________________
 FG1919* NAD 83(1997)-  35 30 05.57720(N)    093 48 45.49599(W)     ADJUSTED  
 FG1919* NAVD 88     -       259.4    (meters)     851.     (feet)  VERTCON   
 FG1919  ___________________________________________________________________
 FG1919  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FG1919  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FG1919
 FG1919  HORZ ORDER  -  SECOND
 FG1919
 FG1919.The horizontal coordinates were established by classical geodetic methods
 FG1919.and adjusted by the National Geodetic Survey in September 1999..
 FG1919
 FG1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1919
 FG1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1919
 FG1919.The geoid height was determined by GEOID03.
 FG1919
 FG1919;                    North         East     Units Scale Factor Converg.
 FG1919;SPC AR N     -   131,117.040   235,563.289   MT  0.99993697   -1 03 17.2
 FG1919;SPC AR N     -   430,173.16    772,843.89   sFT  0.99993697   -1 03 17.2
 FG1919;UTM  15      - 3,928,968.802   426,299.965   MT  0.99966693   -0 28 19.0
 FG1919
 FG1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1919!SPC AR N     -   0.99996385  x   0.99993697  =   0.99990082
 FG1919!UTM  15      -   0.99996385  x   0.99966693  =   0.99963079
 FG1919
 FG1919|---------------------------------------------------------------------|
 FG1919| PID    Reference Object                     Distance      Geod. Az  |
 FG1919|                                                           dddmmss.s |
 FG1919| CI2745 OZARK RM 1                           32.446 METERS 11533     |
 FG1919| FG1892 ALTUS                               APPROX. 7.4 KM 1382500.1 |
 FG1919| CI2746 OZARK RM 2                           22.275 METERS 18824     |
 FG1919| FG1891 OZARK FRANKLIN CO CH CLOCK TWR      APPROX. 2.1 KM 2174710.6 |
 FG1919| FG1894 OZARK MUNICIPAL TANK                APPROX. 2.4 KM 2383850.1 |
 FG1919| CI2744 OZARK AZ MK                                        2705524.4 |
 FG1919|---------------------------------------------------------------------|
 FG1919
 FG1919                          SUPERSEDED SURVEY CONTROL
 FG1919
 FG1919  NAD 83(1997)-  35 30 05.58779(N)    093 48 45.49446(W) AD(       ) 2
 FG1919  NAD 83(1986)-  35 30 05.58721(N)    093 48 45.49022(W) AD(       ) 2
 FG1919  NAD 27      -  35 30 05.28100(N)    093 48 44.78300(W) AD(       ) 2
 FG1919  NGVD 29 (07/19/86)  259.4    (m)          851.     (f) VERT ANG       
 FG1919
 FG1919.Superseded values are not recommended for survey control.
 FG1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1919.See file dsdata.txt to determine how the superseded data were derived.
 FG1919
 FG1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2630028969(NAD 83)
 FG1919_MARKER: DS = TRIANGULATION STATION DISK
 FG1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1919
 FG1919  HISTORY     - Date     Condition        Report By
 FG1919  HISTORY     - 1940     MONUMENTED       CGS
 FG1919  HISTORY     - 1959     GOOD             CGS
 FG1919  HISTORY     - 1971     GOOD             NGS
 FG1919
 FG1919                          STATION DESCRIPTION
 FG1919
 FG1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1919'STATION IS LOCATED ABOUT 1-1/4 MILES NE OF OZARK.  IT IS ON
 FG1919'THE W END OF A TIMBERED RIDGE, ON THE HIGHEST PART OF THE
 FG1919'RIDGE AND ABOUT 125 YARDS NW OF AN ABANDONED FARMHOUSE, ON
 FG1919'PROPERTY OF GARLAND HAMM.  IT IS 25 FEET W OF A WOVEN WIRE FENCE
 FG1919'AND ABOUT 30 FEET E OF WHERE THE RIDGE BREAKS SHARPLY TO
 FG1919'THE W.  THE STATION IS IN THE TIMBER, ABOUT 75 YARDS W OF A
 FG1919'CLEARED FIELD.
 FG1919'
 FG1919'SURFACE, UNDERGROUND, REFERENCE MARK NO.1, AND AZIMUTH MARK
 FG1919'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 FG1919'
 FG1919'SURFACE MARK PROJECTS 6 INCHES, AND IS STAMPED OZARK 1940.
 FG1919'THERE IS A WHITE REFERENCE POST 6 FEET W OF THE STATION.
 FG1919'
 FG1919'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE
 FG1919'STATION, 80 FEET E OF A WOVEN WIRE FENCE, AND 15 FEET W OF A DIM
 FG1919'FARM ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED, OZARK NO.1,
 FG1919'1940.
 FG1919'
 FG1919'REFERENCE MARK NO.2, A STANDARD BRONZE DISK SET IN A BOULDER
 FG1919'ABOUT 5 FEET SQUARE, FLUSH WITH THE GROUND, STAMPED OZARK
 FG1919'NO.2, 1940, IS ABOUT 1 METER LOWER THAN THE STATION, 5 FEET
 FG1919'W OF A WOVEN WIRE FENCE AND 5 FEET W OF A 36-INCH FORKED
 FG1919'OAK TREE.
 FG1919'
 FG1919'THE AZIMUTH MARK IS ABOUT 0.4 MILE W OF THE STATION, 50
 FG1919'FEET E OF THE CENTER LINE OF A N-S ROAD, 2 FEET W OF THE
 FG1919'RIGHT-OF-WAY FENCE AND ABOUT 200 FEET N OF A FARMHOUSE.
 FG1919'THE MARK PROJECTS 6 INCHES AND IS STAMPED, OZARK 1940.  THERE
 FG1919'IS A WHITE REFERENCE POST 5 FEET N OF THE MARK.
 FG1919'
 FG1919'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN OZARK,
 FG1919'GO N FOR 0.25 MILE.  TURN LEFT, W, AND GO 0.25 MILE.  TURN
 FG1919'RIGHT, N, AND GO 0.7 MILE TO THE MARK ON THE E SIDE OF THE
 FG1919'ROAD.
 FG1919'
 FG1919'TO REACH THE STATION FROM THE POST OFFICE IN OZARK GO N
 FG1919'FOR 0.25 MILE.  TURN RIGHT, (E), AND GO 0.25 MILE TO A SMALL
 FG1919'BRIDGE AND A CATTLE GUARD.  CROSS THE BRIDGE AND FOLLOW MAIN
 FG1919'ROAD, UPHILL, FOR 0.45 MILE TO FORK.  TAKE LEFT FORK AND GO
 FG1919'NE FOR 0.35 MILE TO GATE AT FARMHOUSE.  PASS THROUGH GATE
 FG1919'AND FOLLOW DIM ROAD NORTHWARD FOR 0.2 MILE TO FORK.  TAKE
 FG1919'LEFT FORK AND GO N FOR 0.1 MILE TO FARMHOUSE.  PASS TO W
 FG1919'OF FARMHOUSE AND GO 0.1 MILE TO HIGHEST PART OF HILL AND
 FG1919'STATION.
 FG1919'
 FG1919'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1919
 FG1919                          STATION RECOVERY (1959)
 FG1919
 FG1919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1919'THE STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 FG1919'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 FG1919'RECOVERED.  THERE IS EVIDENTLY AN ERROR IN THE DESCRIPTION
 FG1919'TO REACH THE AZIMUTH MARK AS IT WAS NOT POSSIBLE TO FOLLOW
 FG1919'THE ORIGINAL DESCRIPTION.  A SEARCH WAS MADE IN, WHAT WAS
 FG1919'THOUGHT TO BE, THE AREA OF THE MARK BUT IT WAS NOT FOUND.
 FG1919'
 FG1919'THE DESCRIPTION TO REACH THE STATION MARK IS ADEQUATE.
 FG1919
 FG1919                          STATION RECOVERY (1971)
 FG1919
 FG1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1919'RM 1 TO RM 2 OBSTRUCTED BY TREES AND BRUSH.
 FG1919'
 FG1919'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FG1919'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE
 FG1919'FOUND.  A DIFFERENCE OF 0.009 METERS IN THE DISTANCE TO REFERENCE
 FG1919'MARK 1 AND A DIFFERENCE OF 5 MINUTES, 11 SECONDS WAS NOTED IN THE
 FG1919'ANGLE BETWEEN THE REFERENCE MARKS.  FOLLOWING IS A NEW DESCRIPTION.
 FG1919'
 FG1919'THE STATION IS ABOUT 4 MILES NORTH AND 3-1/2 MILES WEST OF ALTUS, 1
 FG1919'MILE NORTH AND 1/2 MILE EAST OF OZARK, IN THE SOUTHEAST 1/4 OF
 FG1919'SECTION 25, T. 8 N., R. 10 N., NEAR THE SUMMIT OF A BRUSH AND TREE
 FG1919'COVERED HILL.
 FG1919'
 FG1919'TO REACH THE STATION FROM THE FRANKLIN COUNTY COURTHOUSE IN OZARK, GO
 FG1919'EAST ON U. S. HIGHWAY 64 FOR 0.5 MILE TO THE JUNCTION WITH WILLIAMS
 FG1919'STREET.  TURN LEFT AND GO NORTH ON WILLIAMS STREET FOR 0.2 MILE TO
 FG1919'A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH FOR 0.25 MILE TO A
 FG1919'FORK, TAKE THE LEFT FORK AND CONTINUE NORTH FOR 0.35 MILE TO A
 FG1919'RADIO MAST ON THE RIGHT.  CONTINUE EAST AND NORTH ON MAIN TRAVELED
 FG1919'ROAD FOR 0.35 MILE TO A RADIO MAST ON THE LEFT.  CONTINUE ON
 FG1919'GRAVELED ROAD FOR 0.05 MILE TO A GATE AND THE END OF TRUCK TRAVEL.
 FG1919'FROM HERE PACK NORTHERLY ACROSS PASTURE FOR ABOUT 300 YARDS TO
 FG1919'THE TOP OF HILL, A FENCE AND THE STATION.
 FG1919'
 FG1919'STATION MARK IS A STANDARD DISK, STAMPED OZARK 1940, SET IN THE TOP
 FG1919'OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 3 INCHES ABOVE
 FG1919'THE GROUND.  IT IS 74.0 FEET NORTH OF AN OAK TREE WITH A TRIANGLE
 FG1919'BLAZE AND 23.0 FEET WEST OF A FENCE.
 FG1919'
 FG1919'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OZARK NO 1 1940, SET IN
 FG1919'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 FG1919'INCHES ABOVE THE GROUND.  IT IS 83.0 FEET EAST OF THE FENCE AND
 FG1919'ABOUT THE SAME ELEVATION AS THE STATION.
 FG1919'
 FG1919'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OZARK NO 2 1940,
 FG1919'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP, THAT IS FLUSH
 FG1919'WITH THE GROUND SURFACE.  IT IS 4.5 FEET WEST OF THE OAK TREE
 FG1919'WITH THE TRIANGLE BLAZE, 4.0 FEET WEST OF THE FENCE AND ABOUT 3
 FG1919'FEET LOWER THAN THE STATION.
 FG1919'
 FG1919'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH.
 FG1919'
 FG1919'A POSITION TIE WAS MADE FROM TRIANGULATION STATION WHITEOAK.
 FG1919'
 FG1919'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH AND
 FG1919'1/2 MILE EAST OF OZARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0872 ***********************************************************************
 GE0872  DESIGNATION -  OZARK
 GE0872  PID         -  GE0872
 GE0872  STATE/COUNTY-  AR/SHARP
 GE0872  USGS QUAD   -  HARDY (1981)
 GE0872
 GE0872                         *CURRENT SURVEY CONTROL
 GE0872  ___________________________________________________________________
 GE0872* NAD 83(1997)-  36 18 38.52138(N)    091 23 50.36454(W)     ADJUSTED  
 GE0872* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 GE0872  ___________________________________________________________________
 GE0872  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GE0872  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GE0872
 GE0872  HORZ ORDER  -  SECOND
 GE0872
 GE0872.The horizontal coordinates were established by classical geodetic methods
 GE0872.and adjusted by the National Geodetic Survey in September 1999..
 GE0872
 GE0872.The orthometric height was scaled from a topographic map.
 GE0872
 GE0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0872
 GE0872.The geoid height was determined by GEOID03.
 GE0872
 GE0872;                    North         East     Units Scale Factor Converg.
 GE0872;SPC AR N     -   219,546.676   454,126.127   MT  1.00001621   +0 21 02.5
 GE0872;SPC AR N     -   720,296.05  1,489,912.13   sFT  1.00001621   +0 21 02.5
 GE0872;UTM  15      - 4,019,602.376   643,882.359   MT  0.99985507   +0 56 57.2
 GE0872
 GE0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0872!SPC AR N     -   0.99996505  x   1.00001621  =   0.99998126
 GE0872!UTM  15      -   0.99996505  x   0.99985507  =   0.99982012
 GE0872
 GE0872|---------------------------------------------------------------------|
 GE0872| PID    Reference Object                     Distance      Geod. Az  |
 GE0872|                                                           dddmmss.s |
 GE0872| GE1276 OZARK RM 1                           22.648 METERS 14332     |
 GE0872| CI2747 OZARK AZ MK                                        1854302.1 |
 GE0872| GE0875 LOOKOUT TOWER 214 4                 APPROX. 9.2 KM 3424221.0 |
 GE0872| CI2748 OZARK RM 2                           21.947 METERS 35540     |
 GE0872|---------------------------------------------------------------------|
 GE0872
 GE0872                          SUPERSEDED SURVEY CONTROL
 GE0872
 GE0872  NAD 83(1986)-  36 18 38.53029(N)    091 23 50.36368(W) AD(       ) 2
 GE0872  NAD 27      -  36 18 38.29020(N)    091 23 49.87430(W) AD(       ) 2
 GE0872
 GE0872.Superseded values are not recommended for survey control.
 GE0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0872.See file dsdata.txt to determine how the superseded data were derived.
 GE0872
 GE0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4388219602(NAD 83)
 GE0872_MARKER: DS = TRIANGULATION STATION DISK
 GE0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0872_SP_SET: CONCRETE POST
 GE0872_STAMPING: OZARK 1955
 GE0872_MARK LOGO: CGS   
 GE0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0872+STABILITY: SURFACE MOTION
 GE0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0872+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 GE0872
 GE0872  HISTORY     - Date     Condition        Report By
 GE0872  HISTORY     - 1955     MONUMENTED       CGS
 GE0872  HISTORY     - 1955     GOOD             CGS
 GE0872  HISTORY     - 19680222 GOOD             USGS
 GE0872  HISTORY     - 19920319 GOOD             NGS
 GE0872
 GE0872                          STATION DESCRIPTION
 GE0872
 GE0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0872'THE STATION IS LOCATED ABOUT 4-3/4 MILES EAST OF HARDY, 4-3/4
 GE0872'MILES NORTHWEST OF WILLIFORD, 1 MILE NORTH OF THE OZARK BAPTIST
 GE0872'CHURCH, 0.1 MILE WEST OF A GRAVELED ROAD, 24 FEET EAST-SOUTHEAST
 GE0872'OF A 16-INCH OAK TREE, 15 FEET EAST OF THE CENTER OF A TRACK
 GE0872'ROAD, 6 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND
 GE0872'ON LAND OWNED BY MRS. PEARL HOUGH.
 GE0872'
 GE0872'TO REACH THE STATION FROM THE COURTHOUSE IN HARDY, GO EASTERLY
 GE0872'ON U.S. HIGHWAY 62 AND 63 FOR 5.1 MILES TO A SIDE ROAD ON THE
 GE0872'LEFT (A STORE ON THE RIGHT AND THE OZARK BAPTIST CHURCH ON THE
 GE0872'LEFT), TURN LEFT (NORTH) AND FOLLOW THE MAIN GRAVELED ROAD FOR
 GE0872'0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW,
 GE0872'CONTINUE ON THE GRAVELED ROAD FOR 0.1 MILE TO A TRACK ROAD ON
 GE0872'THE LEFT, TURN LEFT (WEST AND NORTH) FOR 0.05 MILE TO A
 GE0872'Y-JUNCTION, CONTINUE STRAIGHT AHEAD (NORTH) AND FOLLOW THE
 GE0872'TRACK ROAD FOR 0.25 MILE TO THE SUMMIT OF THE HILL AND THE
 GE0872'STATION AS DESCRIBED.
 GE0872'
 GE0872'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 GE0872'OZARK 1955.
 GE0872'
 GE0872'REFERENCE MARK 1 IS 16 FEET SOUTH OF A 16-INCH OAK TREE.  THE
 GE0872'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED OZARK NO 1 1955.
 GE0872'
 GE0872'REFERENCE MARK 2 IS 24 FEET NORTH-NORTHEAST OF A 24-INCH OAK TREE
 GE0872'AND 12 FEET WEST OF THE CENTER OF THE TRACK ROAD.  THE MARK
 GE0872'PROJECTS 4 INCHES, AND THE DISK IS STAMPED OZARK NO 2 1955.
 GE0872'
 GE0872'THE AZIMUTH MARK IS 45 FEET EAST OF THE CENTER OF THE GRAVELED
 GE0872'ROAD, AND 16 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 GE0872'THE MARK IS STANDARD USC AND GS AZIMUTH MARK DISK SET IN A DRILLED
 GE0872'HOLE IN THE TOP OF A BOULDER THAT IS 4 FEET IN DIAMETER.
 GE0872'THE BOULDER PROTRUDES ABOUT 1.5 FEET ABOVE THE SURFACE OF THE
 GE0872'GROUND AND THE DISK IS STAMPED OZARK 1955.
 GE0872'
 GE0872'NOTE- THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE
 GE0872'STATION.
 GE0872'
 GE0872'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0872
 GE0872                          STATION RECOVERY (1955)
 GE0872
 GE0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GE0872'RECOVERED IN GOOD CONDITION.
 GE0872
 GE0872                          STATION RECOVERY (1968)
 GE0872
 GE0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JCM)
 GE0872'RECOVERED IN GOOD CONDITION.
 GE0872
 GE0872                          STATION RECOVERY (1992)
 GE0872
 GE0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0872'9.0 KM (5.60 MI) SOUTHERLY ALONG U.S HIGHWAY 63 FROM THE JUNCTION OF
 GE0872'U.S. HIGHWAY 62 IN HARDY, THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG A
 GE0872'PAVED ROAD (ENTRANCE TO OZARK ACRES), THENCE 0.2 KM (0.10 MI)
 GE0872'NORTHERLY ALONG CHISOLM TRAIL, 38.8 M (127.3 FT) WEST OF THE TRAIL
 GE0872'CENTER, 22.6 M (74.1 FT) NORTHWEST OF REFERENCE MARK 1, 14.0 M
 GE0872'(45.9 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 5.0 M
 GE0872'(16.4 FT) NORTH OF THE SOUTHEAST CORNER OF A SHED, 2.4 M (7.9 FT)
 GE0872'ABOVE THE LEVEL OF THE ROAD, 0.6 M (2.0 FT) EAST OF THE EAST FACE OF
 GE0872'THE SHED, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 GE0872'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY J. C. SMITH, RR
 GE0872'1 BOX 112, WILLIFORD, AR 72482, TELEPHONE NUMBER (501) 996-4081.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1897 ***********************************************************************
 FG1897  DESIGNATION -  OZARK ARK VALLEY ELEC RAD MAST
 FG1897  PID         -  FG1897
 FG1897  STATE/COUNTY-  AR/FRANKLIN
 FG1897  USGS QUAD   -  OZARK (1993)
 FG1897
 FG1897                         *CURRENT SURVEY CONTROL
 FG1897  ___________________________________________________________________
 FG1897* NAD 83(1997)-  35 29 45.98973(N)    093 48 51.11980(W)     ADJUSTED  
 FG1897* NAVD 88     -                                                        
 FG1897  ___________________________________________________________________
 FG1897  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FG1897  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FG1897
 FG1897  HORZ ORDER  -  THIRD
 FG1897
 FG1897.The horizontal coordinates were established by classical geodetic methods
 FG1897.and adjusted by the National Geodetic Survey in September 1999..
 FG1897
 FG1897
 FG1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1897
 FG1897.The geoid height was determined by GEOID03.
 FG1897
 FG1897;                    North         East     Units Scale Factor Converg.
 FG1897;SPC AR N     -   130,516.117   235,410.469   MT  0.99993711   -1 03 20.5
 FG1897;SPC AR N     -   428,201.63    772,342.51   sFT  0.99993711   -1 03 20.5
 FG1897;UTM  15      - 3,928,366.518   426,153.305   MT  0.99966720   -0 28 22.0
 FG1897
 FG1897                          SUPERSEDED SURVEY CONTROL
 FG1897
 FG1897  NAD 83(1997)-  35 29 46.00050(N)    093 48 51.11817(W) AD(       ) 4
 FG1897  NAD 83(1986)-  35 29 45.99988(N)    093 48 51.11482(W) AD(       ) 4
 FG1897  NAD 27      -  35 29 45.69559(N)    093 48 50.40555(W) AD(       ) 3
 FG1897
 FG1897.Superseded values are not recommended for survey control.
 FG1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1897.See file dsdata.txt to determine how the superseded data were derived.
 FG1897
 FG1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2615328367(NAD 83)
 FG1897_MARKER: 42 = RADIO/TV MAST
 FG1897
 FG1897  HISTORY     - Date     Condition        Report By
 FG1897  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1897
 FG1897                          STATION DESCRIPTION
 FG1897
 FG1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1897'THE STATION, OZARK RADIO STATION KKJ 554 MAST, IS THE LIGHT ATOP A
 FG1897'166 FOOT TALL, TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED
 FG1897'ALTERNATELY RED AND WHITE.  IT IS LOCATED ON A SPUR RIDGE NORTHEAST
 FG1897'OF OZARK AND IS OWNED BY THE ARKANSAS VALLEY ELECTRIC CO-OPERATIVE,
 FG1897'TELEPHONE NUMBER 667-2586.
 FG1897'
 FG1897'TO REACH THE STATION FROM THE FRANKLIN COUNTY COURTHOUSE IN OZARK, GO
 FG1897'EAST ON U. S. HIGHWAY 64 FOR 0.6 MILE TO NORTH WILLIAMS STREET.
 FG1897'TURN LEFT AND GO NORTH ON NORTH WILLIAMS STREET FOR 0.25 MILE TO A
 FG1897'FORK.  KEEP RIGHT AND CONTINUE NORTH FOR 0.25 MILES TO THE END OF
 FG1897'THE PAVEMENT AND TWO DRIVEWAYS ON THE RIGHT.  CONTINUE
 FG1897'NORTHERLY ON A DIRT ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1920 ***********************************************************************
 FG1920  DESIGNATION -  OZARK ARK W GAS RAD MAST
 FG1920  PID         -  FG1920
 FG1920  STATE/COUNTY-  AR/FRANKLIN
 FG1920  USGS QUAD   -  WATALULA (1973)
 FG1920
 FG1920                         *CURRENT SURVEY CONTROL
 FG1920  ___________________________________________________________________
 FG1920* NAD 83(1997)-  35 31 39.10914(N)    093 49 09.33557(W)     ADJUSTED  
 FG1920* NAVD 88     -                                                        
 FG1920  ___________________________________________________________________
 FG1920  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 FG1920  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FG1920
 FG1920  HORZ ORDER  -  THIRD
 FG1920
 FG1920.The horizontal coordinates were established by classical geodetic methods
 FG1920.and adjusted by the National Geodetic Survey in September 1999..
 FG1920
 FG1920
 FG1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1920
 FG1920.The geoid height was determined by GEOID03.
 FG1920
 FG1920;                    North         East     Units Scale Factor Converg.
 FG1920;SPC AR N     -   134,010.048   235,015.875   MT  0.99993642   -1 03 31.1
 FG1920;SPC AR N     -   439,664.63    771,047.92   sFT  0.99993642   -1 03 31.1
 FG1920;UTM  15      - 3,931,855.316   425,723.314   MT  0.99966799   -0 28 33.9
 FG1920
 FG1920                          SUPERSEDED SURVEY CONTROL
 FG1920
 FG1920  NAD 83(1997)-  35 31 39.12009(N)    093 49 09.33398(W) AD(       ) 4
 FG1920  NAD 83(1986)-  35 31 39.11938(N)    093 49 09.33026(W) AD(       ) 4
 FG1920  NAD 27      -  35 31 38.81790(N)    093 49 08.62138(W) AD(       ) 3
 FG1920
 FG1920.Superseded values are not recommended for survey control.
 FG1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1920.See file dsdata.txt to determine how the superseded data were derived.
 FG1920
 FG1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2572331855(NAD 83)
 FG1920_MARKER: 42 = RADIO/TV MAST
 FG1920
 FG1920  HISTORY     - Date     Condition        Report By
 FG1920  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1920
 FG1920                          STATION DESCRIPTION
 FG1920
 FG1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1920'THE STATION, OZARK RADIO STATION KKB 767 MAST, IS THE LIGHT ATOP A
 FG1920'205 FOOT TALL, TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED
 FG1920'ALTERNATELY RED AND WHITE.  IT IS LOCATED APPROXIMATELY 2-1/2 MILES
 FG1920'NORTH OF OZARK AND IS OWNED BY THE ARKANSAS WESTERN GAS COMPANY,
 FG1920'TELEPHONE NUMBER 667-2585.
 FG1920'
 FG1920'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY
 FG1920'219, NORTH OF OZARK, GO NORTH ON HIGHWAY 219 FOR 0.2 MILE TO A DIRT
 FG1920'ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON THE DIRT ROAD FOR
 FG1920'0.8 MILE TO SOME GAS WELLS AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1921 ***********************************************************************
 FG1921  DESIGNATION -  OZARK CABLE VISION MAST
 FG1921  PID         -  FG1921
 FG1921  STATE/COUNTY-  AR/FRANKLIN
 FG1921  USGS QUAD   -  WATALULA (1973)
 FG1921
 FG1921                         *CURRENT SURVEY CONTROL
 FG1921  ___________________________________________________________________
 FG1921* NAD 83(1997)-  35 31 08.05385(N)    093 49 46.56876(W)     ADJUSTED  
 FG1921* NAVD 88     -                                                        
 FG1921  ___________________________________________________________________
 FG1921  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 FG1921  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FG1921
 FG1921  HORZ ORDER  -  THIRD
 FG1921
 FG1921.The horizontal coordinates were established by classical geodetic methods
 FG1921.and adjusted by the National Geodetic Survey in September 1999..
 FG1921
 FG1921
 FG1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1921
 FG1921.The geoid height was determined by GEOID03.
 FG1921
 FG1921;                    North         East     Units Scale Factor Converg.
 FG1921;SPC AR N     -   133,070.545   234,060.260   MT  0.99993658   -1 03 52.7
 FG1921;SPC AR N     -   436,582.28    767,912.70   sFT  0.99993658   -1 03 52.7
 FG1921;UTM  15      - 3,930,906.399   424,777.554   MT  0.99966973   -0 28 55.2
 FG1921
 FG1921                          SUPERSEDED SURVEY CONTROL
 FG1921
 FG1921  NAD 83(1997)-  35 31 08.06465(N)    093 49 46.56708(W) AD(       ) 4
 FG1921  NAD 83(1986)-  35 31 08.06404(N)    093 49 46.56351(W) AD(       ) 4
 FG1921  NAD 27      -  35 31 07.76055(N)    093 49 45.85235(W) AD(       ) 3
 FG1921
 FG1921.Superseded values are not recommended for survey control.
 FG1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1921.See file dsdata.txt to determine how the superseded data were derived.
 FG1921
 FG1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2477830906(NAD 83)
 FG1921_MARKER: 42 = RADIO/TV MAST
 FG1921
 FG1921  HISTORY     - Date     Condition        Report By
 FG1921  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1921
 FG1921                          STATION DESCRIPTION
 FG1921
 FG1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1921'THE STATION, OZARK CABLE VISION MAST, IS THE CENTER OF THE TOP OF A
 FG1921'156 FOOT TALL, UNLIGHTED, TRIANGULAR STEEL, GUYED MAST THAT IS
 FG1921'PAINTED ALTERNATELY BLACK AND WHITE AND OWNED BY THE OZARK CABLE
 FG1921'VISION COMPANY, TELEPHONE NUMBER 667-3154.  THE STATION IS
 FG1921'LOCATED ON A SPUR RIDGE NORTHEAST OF OZARK AND IS THE HIGHEST MAST
 FG1921'ON THE RIDGE.  THE MAST HAS NUMEROUS ANTENNAS AT THE TOP.
 FG1921'
 FG1921'TO REACH FROM THE FRANKLIN COUNTY COURTHOUSE IN OZARK, GO EAST ON
 FG1921'U. S. HIGHWAY 64 FOR 0.6 MILE TO NORTH WILLIAMS STREET.  TURN LEFT
 FG1921'AND GO NORTH ON NORTH WILLIAMS STREET FOR 0.25 MILE TO A FORK.  KEEP
 FG1921'RIGHT AND CONTINUE NORTH, UPHILL, FOR 0.25 MILE TO THE END OF
 FG1921'THE PAVEMENT AND TWO DRIVEWAYS ON THE RIGHT.  CONTINUE NORTH AND
 FG1921'EAST FOR 0.4 MILE TO SEVERAL HOUSES ON THE LEFT AND A MAST ON THE
 FG1921'RIGHT.  CONTINUE EAST, THEN NORTH FOR 0.4 MILE TO THE STATION
 FG1921'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1891 ***********************************************************************
 FG1891  DESIGNATION -  OZARK FRANKLIN CO CH CLOCK TWR
 FG1891  PID         -  FG1891
 FG1891  STATE/COUNTY-  AR/FRANKLIN
 FG1891  USGS QUAD   -  OZARK (1993)
 FG1891
 FG1891                         *CURRENT SURVEY CONTROL
 FG1891  ___________________________________________________________________
 FG1891* NAD 83(1997)-  35 29 11.53954(N)    093 49 36.71666(W)     ADJUSTED  
 FG1891* NAVD 88     -                                                        
 FG1891  ___________________________________________________________________
 FG1891  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 FG1891  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FG1891
 FG1891  HORZ ORDER  -  THIRD
 FG1891
 FG1891.The horizontal coordinates were established by classical geodetic methods
 FG1891.and adjusted by the National Geodetic Survey in September 1999..
 FG1891
 FG1891
 FG1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1891
 FG1891.The geoid height was determined by GEOID03.
 FG1891
 FG1891;                    North         East     Units Scale Factor Converg.
 FG1891;SPC AR N     -   129,475.880   234,241.826   MT  0.99993738   -1 03 47.0
 FG1891;SPC AR N     -   424,788.78    768,508.39   sFT  0.99993738   -1 03 47.0
 FG1891;UTM  15      - 3,927,314.728   424,995.617   MT  0.99966932   -0 28 48.1
 FG1891
 FG1891                          SUPERSEDED SURVEY CONTROL
 FG1891
 FG1891  NAD 83(1997)-  35 29 11.55013(N)    093 49 36.71501(W) AD(       ) 4
 FG1891  NAD 83(1986)-  35 29 11.54956(N)    093 49 36.71073(W) AD(       ) 4
 FG1891  NAD 27      -  35 29 11.25000(N)    093 49 35.99000(W) AD(       ) 3
 FG1891
 FG1891.Superseded values are not recommended for survey control.
 FG1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1891.See file dsdata.txt to determine how the superseded data were derived.
 FG1891
 FG1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2499627315(NAD 83)
 FG1891_MARKER: 55 = TOWER
 FG1891
 FG1891  HISTORY     - Date     Condition        Report By
 FG1891  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1891
 FG1891                          STATION DESCRIPTION
 FG1891
 FG1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1891'THIS INTERSECTION POINT OBSERVED UPON WAS THE FINIAL OF
 FG1891'THE CLOCK TOWER ON THE FRANKLIN COUNTY COURTHOUSE BUILDING
 FG1891'IN OZARK.  THIS IS A SQUARE BUFF-COLORED BRICK TOWER RISING
 FG1891'FROM THE NW CORNER OF THE BUILDING.  THE TOWER HAS A PYRAMIDAL
 FG1891'ROOF COVERED WITH GRAY SHINGLES.  A SHAFT EXTENDS UPWARD FROM THE
 FG1891'CENTER OF THE ROOF.  THERE IS A CLOCK ON ALL FOUR SIDES OF THE
 FG1891'TOWER.
 FG1891'
 FG1891'THE TOWER IS LOCATED IN THE CENTER OF THE TOWN OF OZARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1894 ***********************************************************************
 FG1894  DESIGNATION -  OZARK MUNICIPAL TANK
 FG1894  PID         -  FG1894
 FG1894  STATE/COUNTY-  AR/FRANKLIN
 FG1894  USGS QUAD   -  OZARK (1993)
 FG1894
 FG1894                         *CURRENT SURVEY CONTROL
 FG1894  ___________________________________________________________________
 FG1894* NAD 83(1997)-  35 29 24.20940(N)    093 50 08.49881(W)     ADJUSTED  
 FG1894* NAVD 88     -                                                        
 FG1894  ___________________________________________________________________
 FG1894  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 FG1894  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1894
 FG1894  HORZ ORDER  -  THIRD
 FG1894
 FG1894.The horizontal coordinates were established by classical geodetic methods
 FG1894.and adjusted by the National Geodetic Survey in September 1999..
 FG1894
 FG1894
 FG1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1894
 FG1894.The geoid height was determined by GEOID03.
 FG1894
 FG1894;                    North         East     Units Scale Factor Converg.
 FG1894;SPC AR N     -   129,881.162   233,448.167   MT  0.99993728   -1 04 05.5
 FG1894;SPC AR N     -   426,118.45    765,904.53   sFT  0.99993728   -1 04 05.5
 FG1894;UTM  15      - 3,927,711.807   424,198.089   MT  0.99967081   -0 29 06.7
 FG1894
 FG1894                          SUPERSEDED SURVEY CONTROL
 FG1894
 FG1894  NAD 83(1997)-  35 29 24.21961(N)    093 50 08.49835(W) AD(       ) 4
 FG1894  NAD 83(1986)-  35 29 24.21877(N)    093 50 08.49520(W) AD(       ) 4
 FG1894  NAD 27      -  35 29 23.90812(N)    093 50 07.79798(W) AD(       ) 3
 FG1894
 FG1894.Superseded values are not recommended for survey control.
 FG1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1894.See file dsdata.txt to determine how the superseded data were derived.
 FG1894
 FG1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2419827712(NAD 83)
 FG1894_MARKER: 82 = FINIAL
 FG1894
 FG1894  HISTORY     - Date     Condition        Report By
 FG1894  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1894
 FG1894                          STATION DESCRIPTION
 FG1894
 FG1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1894'THIS INTERSECTION POINT OBSERVED UPON WAS THE FINIAL OF
 FG1894'THE OZARK MUNICIPAL WATER TANK.  THIS IS A SILVER-COLORED
 FG1894'STEEL STRUCTURE 60 FEET TO BASE OF TANK AND 30 FEET FROM
 FG1894'BASE TO FINIAL.  A 36-INCH STANDPIPE EXTENDS FROM THE GROUND
 FG1894'TO THE CENTER OF THE BASE OF THE TANK.  THE TANK IS LOCATED
 FG1894'ON A HILL IN THE NW PART OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1957 ***********************************************************************
 FG1957  FBN         -  This is a Federal Base Network Control Station.
 FG1957  PACS        -  This is a Primary Airport Control Station.
 FG1957  DESIGNATION -  OZARPORT
 FG1957  PID         -  FG1957
 FG1957  STATE/COUNTY-  AR/FRANKLIN
 FG1957  USGS QUAD   -  WATALULA (1973)
 FG1957
 FG1957                         *CURRENT SURVEY CONTROL
 FG1957  ___________________________________________________________________
 FG1957* NAD 83(1997)-  35 30 39.19587(N)    093 50 18.81076(W)     ADJUSTED  
 FG1957* NAVD 88     -       189.91   (meters)     623.1    (feet)  GPS OBS   
 FG1957  ___________________________________________________________________
 FG1957  X           -    -347,971.403 (meters)                     COMP
 FG1957  Y           -  -5,186,179.868 (meters)                     COMP
 FG1957  Z           -   3,684,244.737 (meters)                     COMP
 FG1957  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FG1957  ELLIP HEIGHT-         160.76  (meters)          (07/20/01) GPS OBS
 FG1957  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FG1957
 FG1957  HORZ ORDER  -  B
 FG1957  ELLP ORDER  -  FOURTH    CLASS I
 FG1957
 FG1957.This mark is at Ozark Franklin County Airport (7M5)
 FG1957
 FG1957.The horizontal coordinates were established by GPS observations
 FG1957.and adjusted by the National Geodetic Survey in September 1997..
 FG1957
 FG1957.The orthometric height was determined by GPS observations and a
 FG1957.high-resolution geoid model.
 FG1957
 FG1957.GPS derived orthometric heights for airport stations designated as
 FG1957.PACS or SACS are published to 2 decimal places.  This maintains
 FG1957.centimeter relative accuracy between the PACS and SACS.  It does
 FG1957.not indicate centimeter accuracy relative to other marks which are
 FG1957.part of the NAVD 88 network.
 FG1957
 FG1957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1957
 FG1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1957
 FG1957.The ellipsoidal height was determined by GPS observations
 FG1957.and is referenced to NAD 83.
 FG1957
 FG1957.The geoid height was determined by GEOID03.
 FG1957
 FG1957;                    North         East     Units Scale Factor Converg.
 FG1957;SPC AR N     -   132,196.499   233,231.456   MT  0.99993675   -1 04 11.5
 FG1957;SPC AR N     -   433,714.68    765,193.54   sFT  0.99993675   -1 04 11.5
 FG1957;UTM  15      - 3,930,024.205   423,957.899   MT  0.99967126   -0 29 13.6
 FG1957
 FG1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1957!SPC AR N     -   0.99997477  x   0.99993675  =   0.99991152
 FG1957!UTM  15      -   0.99997477  x   0.99967126  =   0.99964604
 FG1957
 FG1957:                Primary Azimuth Mark                     Grid Az
 FG1957:SPC AR N     -  OZARPORT AZ MK                           046 51 54.2
 FG1957:UTM  15      -  OZARPORT AZ MK                           046 16 56.3
 FG1957
 FG1957|---------------------------------------------------------------------|
 FG1957| PID    Reference Object                     Distance      Geod. Az  |
 FG1957|                                                           dddmmss.s |
 FG1957| FG1958 OZARPORT AZ MK                      451.910 METERS 0454742.7 |
 FG1957|---------------------------------------------------------------------|
 FG1957
 FG1957                          SUPERSEDED SURVEY CONTROL
 FG1957
 FG1957  ELLIP H (09/19/97)  160.80   (m)                       GP(       ) 4 1
 FG1957  NAD 83(1997)-  35 30 39.20708(N)    093 50 18.80870(W) AD(       ) 1
 FG1957  NAD 83(1986)-  35 30 39.20749(N)    093 50 18.80287(W) AD(       ) 1
 FG1957  NGVD 29 (11/13/90)  190.1    (m)          624.     (f) GPS OBS        
 FG1957
 FG1957.Superseded values are not recommended for survey control.
 FG1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1957.See file dsdata.txt to determine how the superseded data were derived.
 FG1957
 FG1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2395830024(NAD 83)
 FG1957_MARKER: I = METAL ROD
 FG1957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1957_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1957_STAMPING: OZARPORT 1990
 FG1957_MARK LOGO: NGS   
 FG1957_PROJECTION: FLUSH
 FG1957_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1957+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2000
 FG1957_ROD/PIPE-DEPTH: 1.92 meters
 FG1957_SLEEVE-DEPTH  : 0.90 meters
 FG1957
 FG1957  HISTORY     - Date     Condition        Report By
 FG1957  HISTORY     - 1990     MONUMENTED       NGS
 FG1957  HISTORY     - 19961125 GOOD             NGS
 FG1957  HISTORY     - 20000111 GOOD             NGS
 FG1957
 FG1957                          STATION DESCRIPTION
 FG1957
 FG1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1957'STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) NORTH-NORTHWEST OF WEBB CITY,
 FG1957'2.2 KM (1.4 MI) NORTHWEST OF OZARK, AND 0.6 KM (0.4 MI) SOUTH OF
 FG1957'INTERSTATE HIGHWAY 40.  AT THE OZARK-FRANKLIN COUNTY AIRPORT.
 FG1957'OWNERSHIP--CITY OF OZARK-FRANKLIN COUNTY.  P.O. BOX 196, OZARK AR
 FG1957'72749.  PHONE IS 501-667-2236.  AIRPORT MANAGER IS BILL GRAY, P.O.BOX
 FG1957'412, OZARK AR 72949.  PHONE IS 501-667-4796.
 FG1957'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN OZARK, GO WEST ON
 FG1957'U.S. HIGHWAY 64 FOR 0.47 KM (0.29 MI) TO THE  JUNCTION OF STATE
 FG1957'HIGHWAY 23, CONTINUE WEST ON U.S. HIGHWAY 64 AND STATE HIGHWAY 23 FOR
 FG1957'1.0 KM (0.6 MI) TO THE HIGHWAY SEPARATES.  TURN RIGHT AND GO
 FG1957'NORTHERLY ON STATE HIGHWAY 23 FOR 1.74 KM (1.08 MI) TO THE JUNCTION
 FG1957'OF A PAVED ROAD ON THE RIGHT (STATE HIGHWAY 309).  TURN RIGHT AND GO
 FG1957'NORTHEAST ON STATE HIGHWAY 309 FOR 0.83 KM (0.52 MI) TO A Y-JUNCTION
 FG1957'AND PAVED ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE AIRPORT
 FG1957'ENTRANCE ROAD PASSING THROUGH A GATE FOR 100 FT (30.5 M) TO AN APRON.
 FG1957'TURN RIGHT AND GO NORTHWEST ACROSS THE APRON AND ALONG A TAXIWAY FOR
 FG1957'0.13 KM (0.08 MI) TO THE RUNWAY.  TURN RIGHT AND GO ALONG THE RUNWAY
 FG1957'FOR 0.21 KM (0.13 MI) TO THE STATION ON THE RIGHT.
 FG1957'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FG1957'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 31.2 M
 FG1957'(102.4 FT) SOUTHEAST FROM THE RUNWAY CENTERLINE, 21.2 M (69.6 FT)
 FG1957'EAST-SOUTHEAST FROM A RUNWAY LIGHT AND 0.75 M (2.46 FT) WEST-SOUTHWEST
 FG1957'FROM A CARSONITE WITNESS POST.
 FG1957'A TAXIWAY IS BEING BUILT SOUTHEAST OF THE RUNWAY AT THIS TIME.
 FG1957'AIRPORT MANAGER LIVES IN MOBILE HOME AT THE AIRPORT.
 FG1957'DESCRIBED BY R.D.BALL
 FG1957
 FG1957                          STATION RECOVERY (1996)
 FG1957
 FG1957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 FG1957'THE STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) NORTH-NORTHWEST OF WEBB
 FG1957'CITY, 2.2 KM (1.35 MI) NORTHWEST OF OZARK, 0.6 KM (0.35 MI) SOUTH OF
 FG1957'INTERSTATE HIGHWAY 40, AT THE OZARK-FRANKLIN COUNTY AIRPORT, NEAR
 FG1957'MIDFIELD BETWEEN THE RUNWAY AND PARALLEL TAXIWAY, ABOUT 75 M (246.1
 FG1957'FT) SOUTHWEST OF THE NORTHEAST END OF A SMALL HILL AND THE BEGINNING
 FG1957'OF A ROW OF TREES.  OWNERSHIP--CITY OF OZARK, PO BOX 196, OZARK AR
 FG1957'72749, PHONE 501-667-2236.  AIRPORT MANAGER IS BILL GRAY, PO BOX 412,
 FG1957'OZARK AR 72949, PHONE 501-667-4796.  CALL HIM IN ADVANCE FOR ACCESS
 FG1957'THROUGH THE LOCKED GATE.  TO REACH THE STATION FROM THE UNDERPASS AT
 FG1957'THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY 23, ABOUT 5 KM
 FG1957'(3.10 MI) NORTHWEST OF OZARK, GO SOUTHERLY ON HIGHWAY 23 FOR 3.06 KM
 FG1957'(1.90 MI) TO A PAVED ROAD LEFT.  TURN LEFT, EAST, THEN NORTH ON THE
 FG1957'ROAD FOR 0.8 KM (0.50 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT AND
 FG1957'A LOCKED GATE AT THE APRON.  TURN LEFT, NORTHWEST, PASSING THROUGH THE
 FG1957'GATE, THEN BEAR RIGHT, NORTH-NORTHWEST ACROSS THE APRON FOR 0.08 KM
 FG1957'(0.05 MI) TO THE JUNCTION OF THE PARALLEL TAXIWAY. TURN RIGHT,
 FG1957'NORTHEAST ALONG THE TAXIWAY FOR 0.22 KM (0.15 MI) TO THE STATION ON
 FG1957'THE LEFT.  THE STATION IS A PUNCH HOLE ON THE TOP CENTER OF A
 FG1957'STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE 90 CM LONG ENCASED IN A
 FG1957'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 FG1957'THE GROUND.  IT IS 30.8 M (101.0 FT) NORTHWEST OF THE TAXIWAY CENTER,
 FG1957'30.3 M (99.4 FT) SOUTHEAST OF THE RUNWAY CENTER, 21.2 M (69.6 FT)
 FG1957'EAST-SOUTHEAST OF THE FOURTH RUNWAY LIGHT FROM A CONNECTOR TAXIWAY AND
 FG1957'0.25 M (0.82 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS
 FG1957'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 FG1957'CONTROL STATION.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR
 FG1957'A CLASS A ROD MARK.  PARK VEHICLE BETWEEN STATION AND PARALLEL
 FG1957'TAXIWAY.
 FG1957
 FG1957                          STATION RECOVERY (2000)
 FG1957
 FG1957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 FG1957'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 FG1957'CONDITION AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1958 ***********************************************************************
 FG1958  DESIGNATION -  OZARPORT AZ MK
 FG1958  PID         -  FG1958
 FG1958  STATE/COUNTY-  AR/FRANKLIN
 FG1958  USGS QUAD   -  WATALULA (1973)
 FG1958
 FG1958                         *CURRENT SURVEY CONTROL
 FG1958  ___________________________________________________________________
 FG1958* NAD 83(1997)-  35 30 49.41920(N)    093 50 05.95463(W)     ADJUSTED  
 FG1958* NAVD 88     -       196.9    (meters)     646.     (feet)  VERTCON   
 FG1958  ___________________________________________________________________
 FG1958  X           -    -347,636.286 (meters)                     COMP
 FG1958  Y           -  -5,186,024.461 (meters)                     COMP
 FG1958  Z           -   3,684,505.169 (meters)                     COMP
 FG1958  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 FG1958  ELLIP HEIGHT-         167.57  (meters)          (09/24/01) GPS OBS
 FG1958  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FG1958
 FG1958  HORZ ORDER  -  FIRST
 FG1958  ELLP ORDER  -  FOURTH    CLASS II
 FG1958
 FG1958.This mark is at Ozark Franklin County Airport (7M5)
 FG1958
 FG1958.The horizontal coordinates were established by GPS observations
 FG1958.and adjusted by the National Geodetic Survey in September 1999..
 FG1958
 FG1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1958
 FG1958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1958
 FG1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1958
 FG1958.The ellipsoidal height was determined by GPS observations
 FG1958.and is referenced to NAD 83.
 FG1958
 FG1958.The geoid height was determined by GEOID03.
 FG1958
 FG1958;                    North         East     Units Scale Factor Converg.
 FG1958;SPC AR N     -   132,505.459   233,561.214   MT  0.99993669   -1 04 04.0
 FG1958;SPC AR N     -   434,728.33    766,275.42   sFT  0.99993669   -1 04 04.0
 FG1958;UTM  15      - 3,930,336.420   424,284.412   MT  0.99967065   -0 29 06.2
 FG1958
 FG1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1958!SPC AR N     -   0.99997370  x   0.99993669  =   0.99991039
 FG1958!UTM  15      -   0.99997370  x   0.99967065  =   0.99964436
 FG1958
 FG1958:                Primary Azimuth Mark                     Grid Az
 FG1958:SPC AR N     -  OZARPORT                                 226 51 54.2
 FG1958:UTM  15      -  OZARPORT                                 226 16 56.4
 FG1958
 FG1958|---------------------------------------------------------------------|
 FG1958| PID    Reference Object                     Distance      Geod. Az  |
 FG1958|                                                           dddmmss.s |
 FG1958| FG1957 OZARPORT                            451.910 METERS 2254750.2 |
 FG1958|---------------------------------------------------------------------|
 FG1958
 FG1958                          SUPERSEDED SURVEY CONTROL
 FG1958
 FG1958  ELLIP H (09/14/99)  167.61   (m)                       GP(       ) 4 1
 FG1958  NAD 83(1997)-  35 30 49.43042(N)    093 50 05.95257(W) AD(       ) 1
 FG1958  NAD 83(1986)-  35 30 49.43082(N)    093 50 05.94674(W) AD(       ) 1
 FG1958  NGVD 29 (11/13/90)  196.9    (m)          646.     (f) GPS OBS        
 FG1958
 FG1958.Superseded values are not recommended for survey control.
 FG1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1958.See file dsdata.txt to determine how the superseded data were derived.
 FG1958
 FG1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2428430336(NAD 83)
 FG1958_MARKER: I = METAL ROD
 FG1958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1958_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1958_STAMPING: OZARPORT AZ MK 1990
 FG1958_MARK LOGO: NGS   
 FG1958_PROJECTION: FLUSH
 FG1958_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1958+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FG1958_ROD/PIPE-DEPTH: 1.85 meters
 FG1958_SLEEVE-DEPTH  : 0.93 meters
 FG1958
 FG1958  HISTORY     - Date     Condition        Report By
 FG1958  HISTORY     - 1990     MONUMENTED       NGS
 FG1958
 FG1958                          STATION DESCRIPTION
 FG1958
 FG1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1958'STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) NORTH-NORTHWEST OF WEBB CITY,
 FG1958'2.2 KM (1.4 MI) NORTHWEST OF OZARK, AND 0.6 KM (0.4 MI) SOUTH OF
 FG1958'INTERSTATE HIGHWAY 40.  AT THE OZARK FRANKLIN COUNTY AIRPORT.
 FG1958'OWNERSHIP--CITY OF OZARK-FRANKLIN COUNTY.  P.O. BOX 196, OZARK AR
 FG1958'72749.  PHONE IS 501-667-2236.  AIRPORT MANAGER IS BILL GRAY, P.O.BOX
 FG1958'412, OZARK AR 72949.  PHONE IS 501-667-4796.
 FG1958'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN OZARK, GO WEST ON
 FG1958'U.S. HIGHWAY 64 FOR 0.47 KM (0.29 MI) TO THE JUNCTION OF STATE
 FG1958'HIGHWAY 23, CONTINUE WEST ON U.S. HIGHWAY 64 AND STATE HIGHWAY 23 FOR
 FG1958'1.0 KM (0.6 MI) TO THE HIGHWAY SEPARATES.  TURN RIGHT AND GO
 FG1958'NORTHERLY ON STATE HIGHWAY 23 FOR 1.74 KM (1.08 MI) TO THE JUNCTION
 FG1958'OF A PAVED ROAD ON THE RIGHT (STATE HIGHWAY 309) ON THE RIGHT.  TURN
 FG1958'RIGHT AND GO NORTHEAST ON STATE HIGHWAY 309 FOR 0.83 KM (0.52 MI) TO
 FG1958'A Y-JUNCTION AND PAVED ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON
 FG1958'THE AIRPORT ENTRANCE ROAD PASSING THROUGH A GATE FOR 100 FEET TO AN
 FG1958'APRON.  TURN RIGHT AND GO NORTHWEST ACROSS THE APRON AND ALONG A
 FG1958'TAXIWAY FOR 0.13 KM (0.08 MI) TO THE RUNWAY.  TURN RIGHT AND GO
 FG1958'NORTHEAST ON THE RUNWAY FOR 0.63 KM (0.39 MI) TO THE STATION ON THE
 FG1958'RIGHT.
 FG1958'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FG1958'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 18.3 M
 FG1958'(60.0 FT) SOUTHEAST FROM THE EXTENDED CENTERLINE OF THE RUNWAY, 16.3
 FG1958'M (53.5 FT) EAST FROM THE SOUTHEAST CORNER OF RUNWAY END 27, 12.9 M
 FG1958'(42.3 FT) NORTH FROM THE CENTER OF THE NORTHEAST END OF A METAL
 FG1958'CULVERT, 0.75 M (2.46 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 FG1958'A TAXIWAY IS BEING BUILT SOUTHEAST OF THE RUNWAY AT THIS TIME.
 FG1958'AIRPORT MANAGER LIVES IN MOBILE HOME AT THE AIRPORT.
 FG1958'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1601 ***********************************************************************
 EJ1601  DESIGNATION -  P
 EJ1601  PID         -  EJ1601
 EJ1601  STATE/COUNTY-  AR/LONOKE
 EJ1601  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1601
 EJ1601                         *CURRENT SURVEY CONTROL
 EJ1601  ___________________________________________________________________
 EJ1601* NAD 83(1986)-  34 47 08.     (N)    092 03 34.     (W)     SCALED    
 EJ1601* NAVD 88     -        74.137  (meters)     243.23   (feet)  POSTED    
 EJ1601  ___________________________________________________________________
 EJ1601  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ1601  DYNAMIC HT  -          74.070 (meters)     243.01  (feet)  COMP
 EJ1601  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 EJ1601
 EJ1601  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ1601
 EJ1601.The horizontal coordinates were scaled from a topographic map and have
 EJ1601.an estimated accuracy of +/- 6 seconds.
 EJ1601
 EJ1601.The orthometric height was determined by differential leveling
 EJ1601.and adjusted by the National Geodetic Survey in 1992..
 EJ1601.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ1601.rate of 0.0 thru 1.0 mm/km.
 EJ1601
 EJ1601.The geoid height was determined by GEOID03.
 EJ1601
 EJ1601.The dynamic height is computed by dividing the NAVD 88
 EJ1601.geopotential number by the normal gravity value computed on the
 EJ1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1601.degrees latitude (g = 980.6199 gals.).
 EJ1601
 EJ1601.The modeled gravity was interpolated from observed gravity values.
 EJ1601
 EJ1601;                    North         East    Units  Estimated Accuracy
 EJ1601;SPC AR S     -   635,020.      394,560.      MT  (+/- 180 meters Scaled)
 EJ1601
 EJ1601                          SUPERSEDED SURVEY CONTROL
 EJ1601
 EJ1601  NGVD 29 (??/??/92)   74.185  (m)          243.39   (f) ADJ UNCH    1 2
 EJ1601
 EJ1601.Superseded values are not recommended for survey control.
 EJ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1601.See file dsdata.txt to determine how the superseded data were derived.
 EJ1601
 EJ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU860496(NAD 83)
 EJ1601_MARKER: DB = BENCH MARK DISK
 EJ1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1601+STABILITY: SURFACE MOTION
 EJ1601
 EJ1601  HISTORY     - Date     Condition        Report By
 EJ1601  HISTORY     - UNK      MONUMENTED       CGS
 EJ1601  HISTORY     - 1954     MARK NOT FOUND   NGS
 EJ1601
 EJ1601                          STATION DESCRIPTION
 EJ1601
 EJ1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 EJ1601'9.0 MI W FROM LONOKE.
 EJ1601'9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 EJ1601'THE STATION AT LONOKE, LONOKE COUNTY, AT KERR, 150 FEET EAST OF THE
 EJ1601'SOUTHEAST CORNER OF THE KERR MERCANTILE CO. GENERAL STORE, 78 FEET
 EJ1601'NORTH OF THE NORTH RAIL OF THE TRACK, 59 FEET NORTHEAST OF POLE
 EJ1601'120+19, 57 FEET EAST OF A 42-INCH RED-OAK TREE, 35 FEET WEST OF THE
 EJ1601'SOUTHWEST CORNER OF A HOUSE, AND 13 FEET SOUTH OF A 22-INCH RED-OAK
 EJ1601'TREE.  THE TOP OF THE REMAINING PORTION OF THE SHANK OF A STANDARD
 EJ1601'DISK, SET IN THE TOP OF A STONE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0277 ***********************************************************************
 EJ0277  DESIGNATION -  P 10
 EJ0277  PID         -  EJ0277
 EJ0277  STATE/COUNTY-  AR/PULASKI
 EJ0277  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0277
 EJ0277                         *CURRENT SURVEY CONTROL
 EJ0277  ___________________________________________________________________
 EJ0277* NAD 83(1986)-  34 45 01.     (N)    092 17 12.     (W)     SCALED    
 EJ0277* NAVD 88     -        87.103  (meters)     285.77   (feet)  ADJUSTED  
 EJ0277  ___________________________________________________________________
 EJ0277  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ0277  DYNAMIC HT  -          87.022 (meters)     285.50  (feet)  COMP
 EJ0277  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 EJ0277
 EJ0277  VERT ORDER  -  FIRST     CLASS II
 EJ0277
 EJ0277.The horizontal coordinates were scaled from a topographic map and have
 EJ0277.an estimated accuracy of +/- 6 seconds.
 EJ0277
 EJ0277.The orthometric height was determined by differential leveling
 EJ0277.and adjusted by the National Geodetic Survey in June 1991..
 EJ0277
 EJ0277.The geoid height was determined by GEOID03.
 EJ0277
 EJ0277.The dynamic height is computed by dividing the NAVD 88
 EJ0277.geopotential number by the normal gravity value computed on the
 EJ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0277.degrees latitude (g = 980.6199 gals.).
 EJ0277
 EJ0277.The modeled gravity was interpolated from observed gravity values.
 EJ0277
 EJ0277;                    North         East    Units  Estimated Accuracy
 EJ0277;SPC AR S     -   631,140.      373,750.      MT  (+/- 180 meters Scaled)
 EJ0277
 EJ0277                          SUPERSEDED SURVEY CONTROL
 EJ0277
 EJ0277  NGVD 29 (??/??/92)   87.153  (m)          285.93   (f) ADJ UNCH    1 2
 EJ0277
 EJ0277.Superseded values are not recommended for survey control.
 EJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0277.See file dsdata.txt to determine how the superseded data were derived.
 EJ0277
 EJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU652455(NAD 83)
 EJ0277_MARKER: DB = BENCH MARK DISK
 EJ0277_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EJ0277_STAMPING: 285.934 P 10 1932
 EJ0277_MARK LOGO: CGS   
 EJ0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ0277+STABILITY: POSITION/ELEVATION WELL
 EJ0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0277+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 EJ0277
 EJ0277  HISTORY     - Date     Condition        Report By
 EJ0277  HISTORY     - 1932     MONUMENTED       CGS
 EJ0277  HISTORY     - 1955     GOOD             NGS
 EJ0277  HISTORY     - 1984     GOOD             NGS
 EJ0277  HISTORY     - 1984     GOOD             NGS
 EJ0277  HISTORY     - 1988     GOOD             USPSQD
 EJ0277  HISTORY     - 1988     GOOD             USPSQD
 EJ0277  HISTORY     - 1989     GOOD             USPSQD
 EJ0277  HISTORY     - 1990     GOOD             USPSQD
 EJ0277  HISTORY     - 19920902 GOOD             USPSQD
 EJ0277  HISTORY     - 20060330 GOOD             ARHD
 EJ0277
 EJ0277                          STATION DESCRIPTION
 EJ0277
 EJ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0277'IN LITTLE ROCK.
 EJ0277'AT LITTLE ROCK, PULASKI COUNTY, IN THE FRONT OR SOUTH WALL OF THE
 EJ0277'MISSOURI PACIFIC RAILROAD STATION, 6 FEET EAST OF THE OFFICE ENTRANCE,
 EJ0277'2 FEET WEST OF THE SOUTHEAST CORNER OF THE FIRST WING EAST OF THE
 EJ0277'CLOCK TOWER, AND 5 FEET HIGHER THAN THE CONCRETE SIDEWALK.  A STANDARD
 EJ0277'DISK, STAMPED 285.934 P 10 1932 AND SET VERTICALLY.
 EJ0277
 EJ0277                          STATION RECOVERY (1984)
 EJ0277
 EJ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0277'RECOVERED IN GOOD CONDITION.  NOTE, DELETE SET ABOVE SIDEWALK, ADD,
 EJ0277'5.5 FEET ABOVE SIDEWALK, ADD, IS LOCATED AT WEST MARKHAM AND VICTORY
 EJ0277'STREETS.
 EJ0277
 EJ0277                          STATION RECOVERY (1984)
 EJ0277
 EJ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0277'RECOVERED IN GOOD CONDITION.  NOTE, DELETE SET ABOVE SIDEWALK.  ADD,
 EJ0277'5.5 FEET ABOVE SIDEWALK.  ADD, IS LOCATED AT WEST MARKHAM AND VICTORY
 EJ0277'STREETS.
 EJ0277
 EJ0277                          STATION RECOVERY (1988)
 EJ0277
 EJ0277'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0277'RECOVERED IN GOOD CONDITION.
 EJ0277
 EJ0277                          STATION RECOVERY (1988)
 EJ0277
 EJ0277'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 EJ0277'RECOVERED IN GOOD CONDITION.
 EJ0277
 EJ0277                          STATION RECOVERY (1989)
 EJ0277
 EJ0277'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0277'RECOVERED IN GOOD CONDITION.
 EJ0277
 EJ0277                          STATION RECOVERY (1990)
 EJ0277
 EJ0277'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ0277'RECOVERED IN GOOD CONDITION.
 EJ0277
 EJ0277                          STATION RECOVERY (1992)
 EJ0277
 EJ0277'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ0277'RECOVERED IN GOOD CONDITION.
 EJ0277
 EJ0277                          STATION RECOVERY (2006)
 EJ0277
 EJ0277'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (TPS)
 EJ0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0431 ***********************************************************************
 FG0431  DESIGNATION -  P 100
 FG0431  PID         -  FG0431
 FG0431  STATE/COUNTY-  AR/CONWAY
 FG0431  USGS QUAD   -  ATKINS (1989)
 FG0431
 FG0431                         *CURRENT SURVEY CONTROL
 FG0431  ___________________________________________________________________
 FG0431* NAD 83(1986)-  35 07 48.     (N)    092 52 58.     (W)     SCALED    
 FG0431* NAVD 88     -       284.729  (meters)     934.15   (feet)  ADJUSTED  
 FG0431  ___________________________________________________________________
 FG0431  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FG0431  DYNAMIC HT  -         284.450 (meters)     933.23  (feet)  COMP
 FG0431  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 FG0431
 FG0431  VERT ORDER  -  SECOND    CLASS 0
 FG0431
 FG0431.The horizontal coordinates were scaled from a topographic map and have
 FG0431.an estimated accuracy of +/- 6 seconds.
 FG0431
 FG0431.The orthometric height was determined by differential leveling
 FG0431.and adjusted by the National Geodetic Survey in June 1991..
 FG0431
 FG0431.The geoid height was determined by GEOID03.
 FG0431
 FG0431.The dynamic height is computed by dividing the NAVD 88
 FG0431.geopotential number by the normal gravity value computed on the
 FG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0431.degrees latitude (g = 980.6199 gals.).
 FG0431
 FG0431.The modeled gravity was interpolated from observed gravity values.
 FG0431
 FG0431;                    North         East    Units  Estimated Accuracy
 FG0431;SPC AR N     -    88,740.      319,540.      MT  (+/- 180 meters Scaled)
 FG0431
 FG0431                          SUPERSEDED SURVEY CONTROL
 FG0431
 FG0431  NGVD 29 (??/??/92)  284.737  (m)          934.17   (f) ADJ UNCH    2 0
 FG0431
 FG0431.Superseded values are not recommended for survey control.
 FG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0431.See file dsdata.txt to determine how the superseded data were derived.
 FG0431
 FG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU106874(NAD 83)
 FG0431_MARKER: DB = BENCH MARK DISK
 FG0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0431_STAMPING: P 100 1935
 FG0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0431+STABILITY: SURFACE MOTION
 FG0431
 FG0431  HISTORY     - Date     Condition        Report By
 FG0431  HISTORY     - 1935     MONUMENTED       CGS
 FG0431  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG0431
 FG0431                          STATION DESCRIPTION
 FG0431
 FG0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0431'2.2 MI N FROM OPPELO.
 FG0431'2.2 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE METHODIST CHURCH AT
 FG0431'OPPELO, THENCE 8.8 MILES WEST ALONG THE ROAD TO PETIT JEAN STATE PARK,
 FG0431'2 MILES WEST OF THE SUMMIT OF THE ROAD OVER PETIT JEAN MOUNTAIN, 0.4
 FG0431'MILE EAST OF A DIRT ROAD LEADING NORTH, 40 FEET NORTHEAST OF THE
 FG0431'CENTERLINE OF THE GRAVEL ROAD AT THE SUMMIT OF A SMALL HILL, 16 FEET
 FG0431'NORTH OF THE CENTERLINE OF THE ROAD, 2.4 FEET NORTH OF A FENCE, AND
 FG0431'2.3 FEET SOUTH OF A POLE.  SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0427 ***********************************************************************
 FG0427  DESIGNATION -  P 101
 FG0427  PID         -  FG0427
 FG0427  STATE/COUNTY-  AR/POPE
 FG0427  USGS QUAD   -  ATKINS (1989)
 FG0427
 FG0427                         *CURRENT SURVEY CONTROL
 FG0427  ___________________________________________________________________
 FG0427* NAD 83(1986)-  35 11 38.     (N)    092 57 22.     (W)     SCALED    
 FG0427* NAVD 88     -       100.933  (meters)     331.14   (feet)  ADJUSTED  
 FG0427  ___________________________________________________________________
 FG0427  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FG0427  DYNAMIC HT  -         100.838 (meters)     330.83  (feet)  COMP
 FG0427  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 FG0427
 FG0427  VERT ORDER  -  SECOND    CLASS 0
 FG0427
 FG0427.The horizontal coordinates were scaled from a topographic map and have
 FG0427.an estimated accuracy of +/- 6 seconds.
 FG0427
 FG0427.The orthometric height was determined by differential leveling
 FG0427.and adjusted by the National Geodetic Survey in June 1991..
 FG0427
 FG0427.The geoid height was determined by GEOID03.
 FG0427
 FG0427.The dynamic height is computed by dividing the NAVD 88
 FG0427.geopotential number by the normal gravity value computed on the
 FG0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0427.degrees latitude (g = 980.6199 gals.).
 FG0427
 FG0427.The modeled gravity was interpolated from observed gravity values.
 FG0427
 FG0427;                    North         East    Units  Estimated Accuracy
 FG0427;SPC AR N     -    95,890.      312,930.      MT  (+/- 180 meters Scaled)
 FG0427
 FG0427                          SUPERSEDED SURVEY CONTROL
 FG0427
 FG0427  NGVD 29 (??/??/92)  100.945  (m)          331.18   (f) ADJ UNCH    2 0
 FG0427
 FG0427.Superseded values are not recommended for survey control.
 FG0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0427.See file dsdata.txt to determine how the superseded data were derived.
 FG0427
 FG0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU039945(NAD 83)
 FG0427_MARKER: DB = BENCH MARK DISK
 FG0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0427_STAMPING: P 101 1935
 FG0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0427+STABILITY: SURFACE MOTION
 FG0427
 FG0427  HISTORY     - Date     Condition        Report By
 FG0427  HISTORY     - 1935     MONUMENTED       CGS
 FG0427  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0427
 FG0427                          STATION DESCRIPTION
 FG0427
 FG0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0427'4.3 MI SW FROM ATKINS.
 FG0427'4.3 MILES SOUTHWEST ALONG THE COUNTY ROAD TO REID FERRY FROM THE
 FG0427'MISSOURI PACIFIC RAILROAD STATION AT ATKINS, 0.6 MILE NORTHEAST OF A
 FG0427'STEEL BRIDGE OVER A CREEK, 150 FEET WEST OF A FRAME HOUSE, 150 FEET
 FG0427'NORTHWEST OF A 48-INCH OAK TREE, 140 FEET WEST OF AN 18-INCH CEDAR
 FG0427'TREE, 92 FEET WEST OF A WELL, AND 25 FEET SOUTHEAST OF THE CENTERLINE
 FG0427'OF THE ROAD.  A STANDARD DISK, STAMPED P 101 1935 AND SET IN THE TOP
 FG0427'OF A CONCRETE POST.
 FG0427
 FG0427                          STATION RECOVERY (1984)
 FG0427
 FG0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0968 ***********************************************************************
 EJ0968  DESIGNATION -  P 102
 EJ0968  PID         -  EJ0968
 EJ0968  STATE/COUNTY-  AR/PERRY
 EJ0968  USGS QUAD   -  NIMROD (1968)
 EJ0968
 EJ0968                         *CURRENT SURVEY CONTROL
 EJ0968  ___________________________________________________________________
 EJ0968* NAD 83(1986)-  34 52 44.     (N)    093 07 29.     (W)     SCALED    
 EJ0968* NAVD 88     -       157.049  (meters)     515.25   (feet)  ADJUSTED  
 EJ0968  ___________________________________________________________________
 EJ0968  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EJ0968  DYNAMIC HT  -         156.895 (meters)     514.75  (feet)  COMP
 EJ0968  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 EJ0968
 EJ0968  VERT ORDER  -  SECOND    CLASS 0
 EJ0968
 EJ0968.The horizontal coordinates were scaled from a topographic map and have
 EJ0968.an estimated accuracy of +/- 6 seconds.
 EJ0968
 EJ0968.The orthometric height was determined by differential leveling
 EJ0968.and adjusted by the National Geodetic Survey in June 1991..
 EJ0968
 EJ0968.The geoid height was determined by GEOID03.
 EJ0968
 EJ0968.The dynamic height is computed by dividing the NAVD 88
 EJ0968.geopotential number by the normal gravity value computed on the
 EJ0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0968.degrees latitude (g = 980.6199 gals.).
 EJ0968
 EJ0968.The modeled gravity was interpolated from observed gravity values.
 EJ0968
 EJ0968;                    North         East    Units  Estimated Accuracy
 EJ0968;SPC AR N     -    61,110.      297,180.      MT  (+/- 180 meters Scaled)
 EJ0968
 EJ0968                          SUPERSEDED SURVEY CONTROL
 EJ0968
 EJ0968  NGVD 29 (??/??/92)  157.023  (m)          515.17   (f) ADJ UNCH    2 0
 EJ0968
 EJ0968.Superseded values are not recommended for survey control.
 EJ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0968.See file dsdata.txt to determine how the superseded data were derived.
 EJ0968
 EJ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU886596(NAD 83)
 EJ0968_MARKER: DB = BENCH MARK DISK
 EJ0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0968_SP_SET: MONUMENT
 EJ0968_STAMPING: P-102 1935
 EJ0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0968+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 EJ0968
 EJ0968  HISTORY     - Date     Condition        Report By
 EJ0968  HISTORY     - 1935     MONUMENTED       CGS
 EJ0968  HISTORY     - 1968     GOOD             USE
 EJ0968  HISTORY     - 20040812 GOOD             ARHD
 EJ0968
 EJ0968                          STATION DESCRIPTION
 EJ0968
 EJ0968'DESCRIBED BY US ENGINEERS 1968
 EJ0968'IN HOLLIS.
 EJ0968'IN TOWN OF-- IN SOUTHWEST QUARTER OF
 EJ0968'SECTION 27, TOWNSHIP 3 NORTH, RANGE 20 WEST.  MARK IS LOCATED IN
 EJ0968'HOLLIS, ARKANSAS, AT INTERSECTION OF STATE HIGHWAYS NOS. 7 AND 314,
 EJ0968'26.5 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 47 FEET SOUTHEAST
 EJ0968'OF CENTERLINE OF STATE HIGHWAY NO. 314, 61 FEET SOUTHWEST OF
 EJ0968'CENTERLINE OF STATE HIGHWAY NO. 7, AND 18 FEET NORTHWEST OF FENCE
 EJ0968'CORNER.  A USC AND GS CONCRETE MONUMENT WITH STANDARD DISK STAMPED
 EJ0968'P-102 1935.
 EJ0968
 EJ0968                          STATION RECOVERY (2004)
 EJ0968
 EJ0968'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (TS)
 EJ0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1011 ***********************************************************************
 EJ1011  DESIGNATION -  P 103
 EJ1011  PID         -  EJ1011
 EJ1011  STATE/COUNTY-  AR/GARLAND
 EJ1011  USGS QUAD   -  JESSIEVILLE (1976)
 EJ1011
 EJ1011                         *CURRENT SURVEY CONTROL
 EJ1011  ___________________________________________________________________
 EJ1011* NAD 83(1986)-  34 40 25.     (N)    093 04 21.     (W)     SCALED    
 EJ1011* NAVD 88     -       236.001  (meters)     774.28   (feet)  ADJUSTED  
 EJ1011  ___________________________________________________________________
 EJ1011  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EJ1011  DYNAMIC HT  -         235.768 (meters)     773.52  (feet)  COMP
 EJ1011  MODELED GRAV-     979,644.1   (mgal)                       NAVD 88
 EJ1011
 EJ1011  VERT ORDER  -  SECOND    CLASS 0
 EJ1011
 EJ1011.The horizontal coordinates were scaled from a topographic map and have
 EJ1011.an estimated accuracy of +/- 6 seconds.
 EJ1011
 EJ1011.The orthometric height was determined by differential leveling
 EJ1011.and adjusted by the National Geodetic Survey in June 1991..
 EJ1011
 EJ1011.The geoid height was determined by GEOID03.
 EJ1011
 EJ1011.The dynamic height is computed by dividing the NAVD 88
 EJ1011.geopotential number by the normal gravity value computed on the
 EJ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1011.degrees latitude (g = 980.6199 gals.).
 EJ1011
 EJ1011.The modeled gravity was interpolated from observed gravity values.
 EJ1011
 EJ1011;                    North         East    Units  Estimated Accuracy
 EJ1011;SPC AR S     -   623,120.      301,710.      MT  (+/- 180 meters Scaled)
 EJ1011
 EJ1011                          SUPERSEDED SURVEY CONTROL
 EJ1011
 EJ1011  NGVD 29 (??/??/92)  235.98   (m)          774.2    (f) COMPUTED    2 0
 EJ1011
 EJ1011.Superseded values are not recommended for survey control.
 EJ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1011.See file dsdata.txt to determine how the superseded data were derived.
 EJ1011
 EJ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU933368(NAD 83)
 EJ1011_MARKER: Z = SEE DESCRIPTION
 EJ1011_SETTING: 0 = UNSPECIFIED SETTING
 EJ1011_STAMPING: P-103 1935
 EJ1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1011
 EJ1011  HISTORY     - Date     Condition        Report By
 EJ1011  HISTORY     - 1935     MONUMENTED       CGS
 EJ1011  HISTORY     - 1935     GOOD             NGS
 EJ1011  HISTORY     - 1979     GOOD             ARHD
 EJ1011  HISTORY     - 19980425 GOOD             USPSQD
 EJ1011
 EJ1011                          STATION DESCRIPTION
 EJ1011
 EJ1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1011'IN CHANCE.
 EJ1011'IN THE TOWN OF CHANCE, ALONG STATE HWY. NO. 7.  1.8 MILE SOUTH OF
 EJ1011'JESSIEVILLE.  ABOUT 450 FEET NORTH OF INTERSECTION OF RAILROAD WITH
 EJ1011'STATE HWY. NO. 7.  ABOUT 325 FEET NORTH OF CENTERLINE OF LITTLE
 EJ1011'BLAKELY CREEK ROAD.  235 FEET NORTH OF TEMPORARY BENCH MARK C-3.  140
 EJ1011'FEET SOUTHEAST OF SOUTHEAST CORNER OF BLUE CREEK SCHOOL.  37.5 FEET
 EJ1011'SOUTH OF CENTERLINE OF STATE HWY. NO. 7.  5.3 FEET WEST OF NORTHEAST
 EJ1011'CORNER OF GARDEN FENCE.
 EJ1011
 EJ1011                          STATION RECOVERY (1979)
 EJ1011
 EJ1011'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1979
 EJ1011'B.M. AT 0.3 MILE SOUTH OF JCT. HWY 298 AND HWY. 7 ON HWY. 7. 82.50'
 EJ1011'WEST OF CENTERLINE OF HWY. 7 AND 18' NORTHEAST OF A FENCE CORNER.
 EJ1011
 EJ1011                          STATION RECOVERY (1998)
 EJ1011
 EJ1011'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0802 ***********************************************************************
 EJ0802  DESIGNATION -  P 104
 EJ0802  PID         -  EJ0802
 EJ0802  STATE/COUNTY-  AR/SALINE
 EJ0802  USGS QUAD   -  PARON SW (1984)
 EJ0802
 EJ0802                         *CURRENT SURVEY CONTROL
 EJ0802  ___________________________________________________________________
 EJ0802* NAD 83(1986)-  34 49 17.     (N)    092 55 32.     (W)     SCALED    
 EJ0802* NAVD 88     -       266.449  (meters)     874.17   (feet)  ADJUSTED  
 EJ0802  ___________________________________________________________________
 EJ0802  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EJ0802  DYNAMIC HT  -         266.183 (meters)     873.30  (feet)  COMP
 EJ0802  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 EJ0802
 EJ0802  VERT ORDER  -  SECOND    CLASS 0
 EJ0802
 EJ0802.The horizontal coordinates were scaled from a topographic map and have
 EJ0802.an estimated accuracy of +/- 6 seconds.
 EJ0802
 EJ0802.The orthometric height was determined by differential leveling
 EJ0802.and adjusted by the National Geodetic Survey in June 1991..
 EJ0802
 EJ0802.The geoid height was determined by GEOID03.
 EJ0802
 EJ0802.The dynamic height is computed by dividing the NAVD 88
 EJ0802.geopotential number by the normal gravity value computed on the
 EJ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0802.degrees latitude (g = 980.6199 gals.).
 EJ0802
 EJ0802.The modeled gravity was interpolated from observed gravity values.
 EJ0802
 EJ0802;                    North         East    Units  Estimated Accuracy
 EJ0802;SPC AR S     -   639,380.      315,330.      MT  (+/- 180 meters Scaled)
 EJ0802
 EJ0802                          SUPERSEDED SURVEY CONTROL
 EJ0802
 EJ0802  NGVD 29 (??/??/92)  266.441  (m)          874.15   (f) ADJ UNCH    2 0
 EJ0802
 EJ0802.Superseded values are not recommended for survey control.
 EJ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0802.See file dsdata.txt to determine how the superseded data were derived.
 EJ0802
 EJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU068532(NAD 83)
 EJ0802_MARKER: DB = BENCH MARK DISK
 EJ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0802_STAMPING: P 104 1935
 EJ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0802+STABILITY: SURFACE MOTION
 EJ0802
 EJ0802  HISTORY     - Date     Condition        Report By
 EJ0802  HISTORY     - 1935     MONUMENTED       CGS
 EJ0802
 EJ0802                          STATION DESCRIPTION
 EJ0802
 EJ0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0802'7.2 MI NW FROM REFORM.
 EJ0802'7.2 MILES NORTHWEST ALONG THE ALUM FORK ROAD FROM THE POST OFFICE AT
 EJ0802'REFORM, SALINE COUNTY, 2 MILES WEST OF THE CONCRETE BRIDGE OVER
 EJ0802'DRENNAN CREEK, 1.3 MILES EAST OF THE JUNCTION OF A ROAD LEADING NORTH
 EJ0802'TO CRYSTAL MOUNTAIN, 100 FEET SOUTHWEST OF A METAL-PIPE CULVERT, 28.4
 EJ0802'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 6.5 FEET NORTHWEST
 EJ0802'OF AN 18-INCH BLAZED PINE TREE.  A STANDARD DISK, STAMPED P 104 1935
 EJ0802'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0997 ***********************************************************************
 EJ0997  DESIGNATION -  P 105
 EJ0997  PID         -  EJ0997
 EJ0997  STATE/COUNTY-  AR/GARLAND
 EJ0997  USGS QUAD   -  AVANT (1975)
 EJ0997
 EJ0997                         *CURRENT SURVEY CONTROL
 EJ0997  ___________________________________________________________________
 EJ0997* NAD 83(1986)-  34 42 50.     (N)    093 19 51.     (W)     SCALED    
 EJ0997* NAVD 88     -       210.489  (meters)     690.58   (feet)  ADJUSTED  
 EJ0997  ___________________________________________________________________
 EJ0997  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EJ0997  DYNAMIC HT  -         210.277 (meters)     689.88  (feet)  COMP
 EJ0997  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 EJ0997
 EJ0997  VERT ORDER  -  SECOND    CLASS 0
 EJ0997
 EJ0997.The horizontal coordinates were scaled from a topographic map and have
 EJ0997.an estimated accuracy of +/- 6 seconds.
 EJ0997
 EJ0997.The orthometric height was determined by differential leveling
 EJ0997.and adjusted by the National Geodetic Survey in June 1991..
 EJ0997
 EJ0997.The geoid height was determined by GEOID03.
 EJ0997
 EJ0997.The dynamic height is computed by dividing the NAVD 88
 EJ0997.geopotential number by the normal gravity value computed on the
 EJ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0997.degrees latitude (g = 980.6199 gals.).
 EJ0997
 EJ0997.The modeled gravity was interpolated from observed gravity values.
 EJ0997
 EJ0997;                    North         East    Units  Estimated Accuracy
 EJ0997;SPC AR S     -   627,860.      278,090.      MT  (+/- 180 meters Scaled)
 EJ0997
 EJ0997                          SUPERSEDED SURVEY CONTROL
 EJ0997
 EJ0997  NGVD 29 (??/??/92)  210.447  (m)          690.44   (f) ADJ UNCH    2 0
 EJ0997
 EJ0997.Superseded values are not recommended for survey control.
 EJ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0997.See file dsdata.txt to determine how the superseded data were derived.
 EJ0997
 EJ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU697413(NAD 83)
 EJ0997_MARKER: DB = BENCH MARK DISK
 EJ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0997_STAMPING: P 105 1935
 EJ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0997+STABILITY: SURFACE MOTION
 EJ0997
 EJ0997  HISTORY     - Date     Condition        Report By
 EJ0997  HISTORY     - 1935     MONUMENTED       CGS
 EJ0997  HISTORY     - 19980425 GOOD             USPSQD
 EJ0997
 EJ0997                          STATION DESCRIPTION
 EJ0997
 EJ0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0997'0.6 MI NE FROM MOUNT TABOR.
 EJ0997'0.6 MILE NORTHEAST ALONG THE GLADSTONE ROAD FROM THE CHURCH AT MOUNT
 EJ0997'TABOR, GARLAND COUNTY, AT THE JACK HARPER FARMHOUSE, 30.6 FEET
 EJ0997'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 30.5 FEET WEST OF THE
 EJ0997'CENTER LINE OF THE ROAD, 57 FEET SOUTHEAST OF A WELL, AND 8.2 FEET
 EJ0997'WEST OF THE SOUTHEAST CORNER OF THE FRONT-YARD FENCE.  A STANDARD
 EJ0997'DISK, STAMPED P 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0997
 EJ0997                          STATION RECOVERY (1998)
 EJ0997
 EJ0997'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0631 ***********************************************************************
 FG0631  DESIGNATION -  P 106
 FG0631  PID         -  FG0631
 FG0631  STATE/COUNTY-  AR/SEARCY
 FG0631  USGS QUAD   -  CANAAN (1980)
 FG0631
 FG0631                         *CURRENT SURVEY CONTROL
 FG0631  ___________________________________________________________________
 FG0631* NAD 83(1986)-  35 47 18.     (N)    092 38 22.     (W)     SCALED    
 FG0631* NAVD 88     -       485.679  (meters)    1593.43   (feet)  ADJUSTED  
 FG0631  ___________________________________________________________________
 FG0631  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG0631  DYNAMIC HT  -         485.226 (meters)    1591.95  (feet)  COMP
 FG0631  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 FG0631
 FG0631  VERT ORDER  -  SECOND    CLASS 0
 FG0631
 FG0631.The horizontal coordinates were scaled from a topographic map and have
 FG0631.an estimated accuracy of +/- 6 seconds.
 FG0631
 FG0631.The orthometric height was determined by differential leveling
 FG0631.and adjusted by the National Geodetic Survey in June 1991..
 FG0631
 FG0631.The geoid height was determined by GEOID03.
 FG0631
 FG0631.The dynamic height is computed by dividing the NAVD 88
 FG0631.geopotential number by the normal gravity value computed on the
 FG0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0631.degrees latitude (g = 980.6199 gals.).
 FG0631
 FG0631.The modeled gravity was interpolated from observed gravity values.
 FG0631
 FG0631;                    North         East    Units  Estimated Accuracy
 FG0631;SPC AR N     -   161,610.      342,200.      MT  (+/- 180 meters Scaled)
 FG0631
 FG0631                          SUPERSEDED SURVEY CONTROL
 FG0631
 FG0631  NGVD 29 (??/??/92)  485.572  (m)         1593.08   (f) ADJ UNCH    2 0
 FG0631
 FG0631.Superseded values are not recommended for survey control.
 FG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0631.See file dsdata.txt to determine how the superseded data were derived.
 FG0631
 FG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV325605(NAD 83)
 FG0631_MARKER: DB = BENCH MARK DISK
 FG0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0631_STAMPING: P 106 1935
 FG0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0631+STABILITY: SURFACE MOTION
 FG0631
 FG0631  HISTORY     - Date     Condition        Report By
 FG0631  HISTORY     - 1935     MONUMENTED       CGS
 FG0631
 FG0631                          STATION DESCRIPTION
 FG0631
 FG0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0631'3.1 MI S FROM WATTS.
 FG0631'3.1 MILES SOUTH ALONG THE SHADY GROVE ROAD FROM THE JUNCTION OF THE
 FG0631'RED RIVER ROAD AT WATTS, SEARCY COUNTY, 41 FEET SOUTHEAST OF THE
 FG0631'JUNCTION OF THE TRACE RIDGE ROAD, 20 FEET EAST OF THE CENTERLINE OF
 FG0631'THE TRACE RIDGE ROAD, AND 10 FEET NORTHEAST OF A BLAZED BLACK OAK
 FG0631'TREE.  A STANDARD DISK, STAMPED P 106 1935 AND SET IN THE TOP OF A
 FG0631'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2216 ***********************************************************************
 EH2216  DESIGNATION -  P 109
 EH2216  PID         -  EH2216
 EH2216  STATE/COUNTY-  AR/PRAIRIE
 EH2216  USGS QUAD   -  HAZEN (1994)
 EH2216
 EH2216                         *CURRENT SURVEY CONTROL
 EH2216  ___________________________________________________________________
 EH2216* NAD 83(1986)-  34 46 53.     (N)    091 30 48.     (W)     SCALED    
 EH2216* NAVD 88     -        68.397  (meters)     224.40   (feet)  ADJUSTED  
 EH2216  ___________________________________________________________________
 EH2216  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2216  DYNAMIC HT  -          68.333 (meters)     224.19  (feet)  COMP
 EH2216  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 EH2216
 EH2216  VERT ORDER  -  FIRST     CLASS II
 EH2216
 EH2216.The horizontal coordinates were scaled from a topographic map and have
 EH2216.an estimated accuracy of +/- 6 seconds.
 EH2216
 EH2216.The orthometric height was determined by differential leveling
 EH2216.and adjusted by the National Geodetic Survey in June 1991..
 EH2216
 EH2216.The geoid height was determined by GEOID03.
 EH2216
 EH2216.The dynamic height is computed by dividing the NAVD 88
 EH2216.geopotential number by the normal gravity value computed on the
 EH2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2216.degrees latitude (g = 980.6199 gals.).
 EH2216
 EH2216.The modeled gravity was interpolated from observed gravity values.
 EH2216
 EH2216;                    North         East    Units  Estimated Accuracy
 EH2216;SPC AR S     -   634,660.      444,550.      MT  (+/- 180 meters Scaled)
 EH2216
 EH2216                          SUPERSEDED SURVEY CONTROL
 EH2216
 EH2216  NGVD 29 (??/??/??)   68.402  (m)          224.42   (f) ADJUSTED    1 2
 EH2216
 EH2216.Superseded values are not recommended for survey control.
 EH2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2216.See file dsdata.txt to determine how the superseded data were derived.
 EH2216
 EH2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU360498(NAD 83)
 EH2216_MARKER: DB = BENCH MARK DISK
 EH2216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2216_SP_SET: CULVERT
 EH2216_STAMPING: P 109 1954
 EH2216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2216+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2216
 EH2216  HISTORY     - Date     Condition        Report By
 EH2216  HISTORY     - 1954     MONUMENTED       CGS
 EH2216  HISTORY     - 1967     GOOD             CGS
 EH2216  HISTORY     - 20030610 GOOD             USACE
 EH2216
 EH2216                          STATION DESCRIPTION
 EH2216
 EH2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2216'4.0 MI E FROM HAZEN.
 EH2216'IT IS 4.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2216'RAILROAD FROM THE STATION AT HAZEN, AT A CONCRETE CULVERT UNDER THE
 EH2216'TRACK, 138 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 70, 44 FEET
 EH2216'NORHTHEAST OF TELEPHONE POLE NUMBER 3730, 9.2 FEET SOUTH OF THE SOUTH
 EH2216'RAIL AND CEMENTED IN A DRILL HOLE IN THE WEST END OF THE SOUTH
 EH2216'HEADWALL OF THE CONCRETE CULVERT.
 EH2216
 EH2216                          STATION RECOVERY (2003)
 EH2216
 EH2216'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0015 ***********************************************************************
 DL0015  DESIGNATION -  P 11
 DL0015  PID         -  DL0015
 DL0015  STATE/COUNTY-  AR/CLEVELAND
 DL0015  USGS QUAD   -  KINGSLAND (1985)
 DL0015
 DL0015                         *CURRENT SURVEY CONTROL
 DL0015  ___________________________________________________________________
 DL0015* NAD 83(1986)-  33 51 31.     (N)    092 17 53.     (W)     SCALED    
 DL0015* NAVD 88     -        65.122  (meters)     213.65   (feet)  ADJUSTED  
 DL0015  ___________________________________________________________________
 DL0015  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DL0015  DYNAMIC HT  -          65.056 (meters)     213.44  (feet)  COMP
 DL0015  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 DL0015
 DL0015  VERT ORDER  -  SECOND    CLASS 0
 DL0015
 DL0015.The horizontal coordinates were scaled from a topographic map and have
 DL0015.an estimated accuracy of +/- 6 seconds.
 DL0015
 DL0015.The orthometric height was determined by differential leveling
 DL0015.and adjusted by the National Geodetic Survey in June 1991..
 DL0015
 DL0015.The geoid height was determined by GEOID03.
 DL0015
 DL0015.The dynamic height is computed by dividing the NAVD 88
 DL0015.geopotential number by the normal gravity value computed on the
 DL0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0015.degrees latitude (g = 980.6199 gals.).
 DL0015
 DL0015.The modeled gravity was interpolated from observed gravity values.
 DL0015
 DL0015;                    North         East    Units  Estimated Accuracy
 DL0015;SPC AR S     -   532,240.      372,420.      MT  (+/- 180 meters Scaled)
 DL0015
 DL0015                          SUPERSEDED SURVEY CONTROL
 DL0015
 DL0015  NGVD 29 (??/??/92)   65.181  (m)          213.85   (f) ADJ UNCH    2 0
 DL0015
 DL0015.Superseded values are not recommended for survey control.
 DL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0015.See file dsdata.txt to determine how the superseded data were derived.
 DL0015
 DL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT649467(NAD 83)
 DL0015_MARKER: DB = BENCH MARK DISK
 DL0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0015_STAMPING: 213.937 P 11 1932
 DL0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0015+STABILITY: SURFACE MOTION
 DL0015
 DL0015  HISTORY     - Date     Condition        Report By
 DL0015  HISTORY     - 1932     MONUMENTED       CGS
 DL0015  HISTORY     - 1965     MARK NOT FOUND   USGS
 DL0015
 DL0015                          STATION DESCRIPTION
 DL0015
 DL0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0015'IN KINGSLAND.
 DL0015'AT KINGSLAND, CLEVELAND COUNTY, 28 FEET EAST OF THE SOUTHEAST CORNER
 DL0015'OF THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT A ROAD CROSSING,
 DL0015'ABOUT 90 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 19 FEET NORTH
 DL0015'OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 DL0015'213.937 P 11 1932 AND SET IN THE TOP OF A CONCRETE POST.  (65.210
 DL0015'METERS OR 213.943 FEET.)  NOTE-- DEPOT WAS REMOVED AND NEW ONE BUILT.
 DL0015
 DL0015                          STATION RECOVERY (1965)
 DL0015
 DL0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1915 ***********************************************************************
 EH1915  DESIGNATION -  P 110
 EH1915  PID         -  EH1915
 EH1915  STATE/COUNTY-  AR/PRAIRIE
 EH1915  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1915
 EH1915                         *CURRENT SURVEY CONTROL
 EH1915  ___________________________________________________________________
 EH1915* NAD 83(1986)-  34 59 35.     (N)    091 40 58.     (W)     SCALED    
 EH1915* NAVD 88     -        63.788  (meters)     209.28   (feet)  ADJUSTED  
 EH1915  ___________________________________________________________________
 EH1915  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1915  DYNAMIC HT  -          63.729 (meters)     209.08  (feet)  COMP
 EH1915  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 EH1915
 EH1915  VERT ORDER  -  FIRST     CLASS II
 EH1915
 EH1915.The horizontal coordinates were scaled from a topographic map and have
 EH1915.an estimated accuracy of +/- 6 seconds.
 EH1915
 EH1915.The orthometric height was determined by differential leveling
 EH1915.and adjusted by the National Geodetic Survey in June 1991..
 EH1915
 EH1915.The geoid height was determined by GEOID03.
 EH1915
 EH1915.The dynamic height is computed by dividing the NAVD 88
 EH1915.geopotential number by the normal gravity value computed on the
 EH1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1915.degrees latitude (g = 980.6199 gals.).
 EH1915
 EH1915.The modeled gravity was interpolated from observed gravity values.
 EH1915
 EH1915;                    North         East    Units  Estimated Accuracy
 EH1915;SPC AR S     -   658,090.      428,960.      MT  (+/- 180 meters Scaled)
 EH1915
 EH1915                          SUPERSEDED SURVEY CONTROL
 EH1915
 EH1915  NGVD 29 (??/??/??)   63.789  (m)          209.28   (f) ADJUSTED    1 2
 EH1915
 EH1915.Superseded values are not recommended for survey control.
 EH1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1915.See file dsdata.txt to determine how the superseded data were derived.
 EH1915
 EH1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU202730(NAD 83)
 EH1915_MARKER: DB = BENCH MARK DISK
 EH1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1915_STAMPING: P 110 1954
 EH1915_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1915+STABILITY: SURFACE MOTION
 EH1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1915+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH1915
 EH1915  HISTORY     - Date     Condition        Report By
 EH1915  HISTORY     - 1954     MONUMENTED       CGS
 EH1915  HISTORY     - 19980901 GOOD             NRCS
 EH1915  HISTORY     - 20030611 GOOD             USACE
 EH1915
 EH1915                          STATION DESCRIPTION
 EH1915
 EH1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1915'3.1 MI E FROM HICKORY PLAINS.
 EH1915'3.1 MILES EAST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH STATE
 EH1915'HIGHWAY 13 AT HICKORY PLAINS, 0.3 MILE EAST OF A PIPE LINE, 67 FEET
 EH1915'NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE, 50 FEET SOUTH OF THE
 EH1915'CENTER LINE OF THE HIGHWAY, 17.4 FEET SOUTH OF A POWER POLE, 2 FEET
 EH1915'NORTHWEST OF A FENCE, 2.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 EH1915'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH1915
 EH1915                          STATION RECOVERY (1998)
 EH1915
 EH1915'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH1915'RECOVERED AS DESCRIBED.
 EH1915
 EH1915                          STATION RECOVERY (2003)
 EH1915
 EH1915'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1849 ***********************************************************************
 EH1849  DESIGNATION -  P 111
 EH1849  PID         -  EH1849
 EH1849  STATE/COUNTY-  AR/LONOKE
 EH1849  USGS QUAD   -  LONOKE (1982)
 EH1849
 EH1849                         *CURRENT SURVEY CONTROL
 EH1849  ___________________________________________________________________
 EH1849* NAD 83(1986)-  34 50 39.     (N)    091 52 31.     (W)     SCALED    
 EH1849* NAVD 88     -        76.551  (meters)     251.15   (feet)  ADJUSTED  
 EH1849  ___________________________________________________________________
 EH1849  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1849  DYNAMIC HT  -          76.480 (meters)     250.92  (feet)  COMP
 EH1849  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 EH1849
 EH1849  VERT ORDER  -  FIRST     CLASS II
 EH1849
 EH1849.The horizontal coordinates were scaled from a topographic map and have
 EH1849.an estimated accuracy of +/- 6 seconds.
 EH1849
 EH1849.The orthometric height was determined by differential leveling
 EH1849.and adjusted by the National Geodetic Survey in June 1991..
 EH1849
 EH1849.The geoid height was determined by GEOID03.
 EH1849
 EH1849.The dynamic height is computed by dividing the NAVD 88
 EH1849.geopotential number by the normal gravity value computed on the
 EH1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1849.degrees latitude (g = 980.6199 gals.).
 EH1849
 EH1849.The modeled gravity was interpolated from observed gravity values.
 EH1849
 EH1849;                    North         East    Units  Estimated Accuracy
 EH1849;SPC AR S     -   641,530.      411,410.      MT  (+/- 180 meters Scaled)
 EH1849
 EH1849                          SUPERSEDED SURVEY CONTROL
 EH1849
 EH1849  NGVD 29 (??/??/??)   76.561  (m)          251.18   (f) ADJUSTED    1 2
 EH1849
 EH1849.Superseded values are not recommended for survey control.
 EH1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1849.See file dsdata.txt to determine how the superseded data were derived.
 EH1849
 EH1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU028563(NAD 83)
 EH1849_MARKER: DB = BENCH MARK DISK
 EH1849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1849_SP_SET: FOUNDATION
 EH1849_STAMPING: P 111 1955
 EH1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1849+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH1849
 EH1849  HISTORY     - Date     Condition        Report By
 EH1849  HISTORY     - 1955     MONUMENTED       CGS
 EH1849  HISTORY     - 1967     GOOD             CGS
 EH1849  HISTORY     - 20030609 GOOD             USACE
 EH1849
 EH1849                          STATION DESCRIPTION
 EH1849
 EH1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1849'4.8 MI N FROM LONOKE.
 EH1849'IT IS 4.8 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK
 EH1849'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, 135 FEET EAST OF THE
 EH1849'CENTER OF THE HIGHWAY, 96 FEET EAST OF A FENCE, 36 FEET SOUTH OF A
 EH1849'POWERLINE POLE AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH
 EH1849'END OF AN OLD CONCRETE ENGINE FOUNDATION PROJECTING 1 FOOT.
 EH1849
 EH1849                          STATION RECOVERY (2003)
 EH1849
 EH1849'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1622 ***********************************************************************
 EH1622  DESIGNATION -  P 112
 EH1622  PID         -  EH1622
 EH1622  STATE/COUNTY-  AR/ARKANSAS
 EH1622  USGS QUAD   -  REYDELL (1975)
 EH1622
 EH1622                         *CURRENT SURVEY CONTROL
 EH1622  ___________________________________________________________________
 EH1622* NAD 83(1986)-  34 13 24.     (N)    091 31 14.     (W)     SCALED    
 EH1622* NAVD 88     -        57.466  (meters)     188.54   (feet)  ADJUSTED  
 EH1622  ___________________________________________________________________
 EH1622  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH1622  DYNAMIC HT  -          57.410 (meters)     188.35  (feet)  COMP
 EH1622  MODELED GRAV-     979,663.0   (mgal)                       NAVD 88
 EH1622
 EH1622  VERT ORDER  -  FIRST     CLASS II
 EH1622
 EH1622.The horizontal coordinates were scaled from a topographic map and have
 EH1622.an estimated accuracy of +/- 6 seconds.
 EH1622
 EH1622.The orthometric height was determined by differential leveling
 EH1622.and adjusted by the National Geodetic Survey in August 1993..
 EH1622
 EH1622.The geoid height was determined by GEOID03.
 EH1622
 EH1622.The dynamic height is computed by dividing the NAVD 88
 EH1622.geopotential number by the normal gravity value computed on the
 EH1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1622.degrees latitude (g = 980.6199 gals.).
 EH1622
 EH1622.The modeled gravity was interpolated from observed gravity values.
 EH1622
 EH1622;                    North         East    Units  Estimated Accuracy
 EH1622;SPC AR S     -   572,760.      444,170.      MT  (+/- 180 meters Scaled)
 EH1622
 EH1622                          SUPERSEDED SURVEY CONTROL
 EH1622
 EH1622  NAVD 88 (06/15/91)   57.513  (m)          188.69   (f) UNKNOWN     1 2
 EH1622  NGVD 29 (??/??/??)   57.542  (m)          188.79   (f) ADJUSTED    1 2
 EH1622
 EH1622.Superseded values are not recommended for survey control.
 EH1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1622.See file dsdata.txt to determine how the superseded data were derived.
 EH1622
 EH1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT362879(NAD 83)
 EH1622_MARKER: DB = BENCH MARK DISK
 EH1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1622_STAMPING: P 112 1954
 EH1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1622+STABILITY: SURFACE MOTION
 EH1622
 EH1622  HISTORY     - Date     Condition        Report By
 EH1622  HISTORY     - 1954     MONUMENTED       CGS
 EH1622  HISTORY     - 20030617 POOR             USACE
 EH1622
 EH1622                          STATION DESCRIPTION
 EH1622
 EH1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1622'IN BAYOU METO.
 EH1622'AT BAYOU METO, 75 FEET EAST OF THE EAST ENTRANCE TO THE POST OFFICE,
 EH1622'26 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 14 FEET
 EH1622'SOUTH OF A 30 INCH OAK TREE, 12 FEET NORTH OF A 24 INCH OAK TREE, 2
 EH1622'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1622'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1622
 EH1622                          STATION RECOVERY (2003)
 EH1622
 EH1622'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1622'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2342 ***********************************************************************
 EH2342  DESIGNATION -  P 113
 EH2342  PID         -  EH2342
 EH2342  STATE/COUNTY-  AR/ARKANSAS
 EH2342  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2342
 EH2342                         *CURRENT SURVEY CONTROL
 EH2342  ___________________________________________________________________
 EH2342* NAD 83(1986)-  34 32 16.     (N)    091 33 24.     (W)     SCALED    
 EH2342* NAVD 88     -        66.231  (meters)     217.29   (feet)  ADJUSTED  
 EH2342  ___________________________________________________________________
 EH2342  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH2342  DYNAMIC HT  -          66.168 (meters)     217.09  (feet)  COMP
 EH2342  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 EH2342
 EH2342  VERT ORDER  -  FIRST     CLASS II
 EH2342
 EH2342.The horizontal coordinates were scaled from a topographic map and have
 EH2342.an estimated accuracy of +/- 6 seconds.
 EH2342
 EH2342.The orthometric height was determined by differential leveling
 EH2342.and adjusted by the National Geodetic Survey in June 1991..
 EH2342
 EH2342.The geoid height was determined by GEOID03.
 EH2342
 EH2342.The dynamic height is computed by dividing the NAVD 88
 EH2342.geopotential number by the normal gravity value computed on the
 EH2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2342.degrees latitude (g = 980.6199 gals.).
 EH2342
 EH2342.The modeled gravity was interpolated from observed gravity values.
 EH2342
 EH2342;                    North         East    Units  Estimated Accuracy
 EH2342;SPC AR S     -   607,620.      440,700.      MT  (+/- 180 meters Scaled)
 EH2342
 EH2342                          SUPERSEDED SURVEY CONTROL
 EH2342
 EH2342  NGVD 29 (??/??/??)   66.257  (m)          217.38   (f) ADJUSTED    1 2
 EH2342
 EH2342.Superseded values are not recommended for survey control.
 EH2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2342.See file dsdata.txt to determine how the superseded data were derived.
 EH2342
 EH2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324227(NAD 83)
 EH2342_MARKER: DB = BENCH MARK DISK
 EH2342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2342_SP_SET: CULVERT
 EH2342_STAMPING: P 113 1954
 EH2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2342
 EH2342  HISTORY     - Date     Condition        Report By
 EH2342  HISTORY     - 1954     MONUMENTED       CGS
 EH2342  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2342
 EH2342                          STATION DESCRIPTION
 EH2342
 EH2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2342'2.8 MI N FROM STUTTGART.
 EH2342'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2342'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2342'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2342'ALONG STATE HIGHWAYS 11 AND 30, 22 FEET NORTH OF THE CENTER LINE OF A
 EH2342'DIRT ROAD LEADING EAST, 18 FEET EAST OF THE CENTER LINE OF STATE
 EH2342'HIGHWAY 11, AT A HIGHWAY JUNCTION, SET IN THE TOP OF THE NORTH END OF
 EH2342'THE EAST HEADWALL OF A CONCRETE CULVERT.
 EH2342
 EH2342                          STATION RECOVERY (2003)
 EH2342
 EH2342'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1375 ***********************************************************************
 EH1375  DESIGNATION -  P 114
 EH1375  PID         -  EH1375
 EH1375  STATE/COUNTY-  AR/ARKANSAS
 EH1375  USGS QUAD   -  DE WITT SW (1968)
 EH1375
 EH1375                         *CURRENT SURVEY CONTROL
 EH1375  ___________________________________________________________________
 EH1375* NAD 83(1986)-  34 17 55.     (N)    091 23 09.     (W)     SCALED    
 EH1375* NAVD 88     -        58.710  (meters)     192.62   (feet)  ADJUSTED  
 EH1375  ___________________________________________________________________
 EH1375  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH1375  DYNAMIC HT  -          58.653 (meters)     192.43  (feet)  COMP
 EH1375  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 EH1375
 EH1375  VERT ORDER  -  FIRST     CLASS II
 EH1375
 EH1375.The horizontal coordinates were scaled from a topographic map and have
 EH1375.an estimated accuracy of +/- 6 seconds.
 EH1375
 EH1375.The orthometric height was determined by differential leveling
 EH1375.and adjusted by the National Geodetic Survey in August 1993..
 EH1375
 EH1375.The geoid height was determined by GEOID03.
 EH1375
 EH1375.The dynamic height is computed by dividing the NAVD 88
 EH1375.geopotential number by the normal gravity value computed on the
 EH1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1375.degrees latitude (g = 980.6199 gals.).
 EH1375
 EH1375.The modeled gravity was interpolated from observed gravity values.
 EH1375
 EH1375;                    North         East    Units  Estimated Accuracy
 EH1375;SPC AR S     -   581,170.      456,540.      MT  (+/- 180 meters Scaled)
 EH1375
 EH1375                          SUPERSEDED SURVEY CONTROL
 EH1375
 EH1375  NAVD 88 (06/15/91)   58.777  (m)          192.84   (f) UNKNOWN     1 2
 EH1375  NGVD 29 (??/??/??)   58.786  (m)          192.87   (f) ADJUSTED    1 2
 EH1375
 EH1375.Superseded values are not recommended for survey control.
 EH1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1375.See file dsdata.txt to determine how the superseded data were derived.
 EH1375
 EH1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT485964(NAD 83)
 EH1375_MARKER: DB = BENCH MARK DISK
 EH1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1375_STAMPING: P 114 1954
 EH1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1375+STABILITY: SURFACE MOTION
 EH1375
 EH1375  HISTORY     - Date     Condition        Report By
 EH1375  HISTORY     - 1954     MONUMENTED       CGS
 EH1375
 EH1375                          STATION DESCRIPTION
 EH1375
 EH1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1375'2.9 MI W FROM DEWITT.
 EH1375'2.9 MILES WEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1375'STATION AT DEWITT, 4 POLES WEST OF THE CROSSING OF STATE HIGHWAY 152,
 EH1375'4 POLES EAST OF MILEPOST 253, 120 FEET NORTH OF THE CENTER LINE OF THE
 EH1375'HIGHWAY, 76 FEET SOUTH OF THE SOUTH RAIL, 7 FEET EAST OF A POWER POLE,
 EH1375'7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1375'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1391 ***********************************************************************
 EH1391  DESIGNATION -  P 115
 EH1391  PID         -  EH1391
 EH1391  STATE/COUNTY-  AR/ARKANSAS
 EH1391  USGS QUAD   -  DE WITT (1968)
 EH1391
 EH1391                         *CURRENT SURVEY CONTROL
 EH1391  ___________________________________________________________________
 EH1391* NAD 83(1986)-  34 21 23.     (N)    091 20 52.     (W)     SCALED    
 EH1391* NAVD 88     -        60.871  (meters)     199.71   (feet)  ADJUSTED  
 EH1391  ___________________________________________________________________
 EH1391  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1391  DYNAMIC HT  -          60.812 (meters)     199.51  (feet)  COMP
 EH1391  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EH1391
 EH1391  VERT ORDER  -  FIRST     CLASS II
 EH1391
 EH1391.The horizontal coordinates were scaled from a topographic map and have
 EH1391.an estimated accuracy of +/- 6 seconds.
 EH1391
 EH1391.The orthometric height was determined by differential leveling
 EH1391.and adjusted by the National Geodetic Survey in August 1993..
 EH1391
 EH1391.The geoid height was determined by GEOID03.
 EH1391
 EH1391.The dynamic height is computed by dividing the NAVD 88
 EH1391.geopotential number by the normal gravity value computed on the
 EH1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1391.degrees latitude (g = 980.6199 gals.).
 EH1391
 EH1391.The modeled gravity was interpolated from observed gravity values.
 EH1391
 EH1391;                    North         East    Units  Estimated Accuracy
 EH1391;SPC AR S     -   587,600.      460,000.      MT  (+/- 180 meters Scaled)
 EH1391
 EH1391                          SUPERSEDED SURVEY CONTROL
 EH1391
 EH1391  NAVD 88 (06/15/91)   60.939  (m)          199.93   (f) UNKNOWN     1 2
 EH1391  NGVD 29 (??/??/??)   60.945  (m)          199.95   (f) ADJUSTED    1 2
 EH1391
 EH1391.Superseded values are not recommended for survey control.
 EH1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1391.See file dsdata.txt to determine how the superseded data were derived.
 EH1391
 EH1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU519029(NAD 83)
 EH1391_MARKER: DB = BENCH MARK DISK
 EH1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1391_STAMPING: P 115 1954
 EH1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1391+STABILITY: SURFACE MOTION
 EH1391
 EH1391  HISTORY     - Date     Condition        Report By
 EH1391  HISTORY     - 1954     MONUMENTED       CGS
 EH1391  HISTORY     - 1976     GOOD             NGS
 EH1391  HISTORY     - 20030414 POOR             USACE
 EH1391
 EH1391                          STATION DESCRIPTION
 EH1391
 EH1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1391'4.6 MI N FROM DEWITT.
 EH1391'4.6 MILES NORTH ALONG STATE HIGHWAY 30 FROM THE COURTHOUSE AT DEWITT,
 EH1391'65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE
 EH1391'CENTER LINE OF AN EAST AND WEST ROAD, 30 FEET EAST OF A POWER POLE, 2
 EH1391'FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 EH1391'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1391
 EH1391                          STATION RECOVERY (1976)
 EH1391
 EH1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1391'RECOVERED IN GOOD CONDITION.
 EH1391
 EH1391                          STATION RECOVERY (2003)
 EH1391
 EH1391'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1391'CONCRETE SLAB FOUND, NO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1431 ***********************************************************************
 EH1431  DESIGNATION -  P 116
 EH1431  PID         -  EH1431
 EH1431  STATE/COUNTY-  AR/ARKANSAS
 EH1431  USGS QUAD   -  ALMYRA (1968)
 EH1431
 EH1431                         *CURRENT SURVEY CONTROL
 EH1431  ___________________________________________________________________
 EH1431* NAD 83(1986)-  34 28 34.     (N)    091 26 09.     (W)     SCALED    
 EH1431* NAVD 88     -        61.872  (meters)     202.99   (feet)  ADJUSTED  
 EH1431  ___________________________________________________________________
 EH1431  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1431  DYNAMIC HT  -          61.813 (meters)     202.80  (feet)  COMP
 EH1431  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 EH1431
 EH1431  VERT ORDER  -  FIRST     CLASS II
 EH1431
 EH1431.The horizontal coordinates were scaled from a topographic map and have
 EH1431.an estimated accuracy of +/- 6 seconds.
 EH1431
 EH1431.The orthometric height was determined by differential leveling
 EH1431.and adjusted by the National Geodetic Survey in August 1993..
 EH1431
 EH1431.The geoid height was determined by GEOID03.
 EH1431
 EH1431.The dynamic height is computed by dividing the NAVD 88
 EH1431.geopotential number by the normal gravity value computed on the
 EH1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1431.degrees latitude (g = 980.6199 gals.).
 EH1431
 EH1431.The modeled gravity was interpolated from observed gravity values.
 EH1431
 EH1431;                    North         East    Units  Estimated Accuracy
 EH1431;SPC AR S     -   600,840.      451,830.      MT  (+/- 180 meters Scaled)
 EH1431
 EH1431                          SUPERSEDED SURVEY CONTROL
 EH1431
 EH1431  NAVD 88 (06/15/91)   61.917  (m)          203.14   (f) UNKNOWN     1 2
 EH1431  NGVD 29 (??/??/??)   61.921  (m)          203.15   (f) ADJUSTED    1 2
 EH1431
 EH1431.Superseded values are not recommended for survey control.
 EH1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1431.See file dsdata.txt to determine how the superseded data were derived.
 EH1431
 EH1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU436160(NAD 83)
 EH1431_MARKER: DB = BENCH MARK DISK
 EH1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1431_STAMPING: P 116 1955
 EH1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1431+STABILITY: SURFACE MOTION
 EH1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1431+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 EH1431
 EH1431  HISTORY     - Date     Condition        Report By
 EH1431  HISTORY     - 1955     MONUMENTED       CGS
 EH1431  HISTORY     - 20030415 GOOD             USACE
 EH1431
 EH1431                          STATION DESCRIPTION
 EH1431
 EH1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1431'6.9 MI E FROM STUTTGART.
 EH1431'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1431'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1431'HIGHWAYS 11 AND 30 THENCE 5.8 MILES EAST ALONG STATE HIGHWAY 30, 245
 EH1431'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 234 FEET
 EH1431'NORTHEAST OF THE NORTHEAST CORNER OF A MACHINE SHED, 39 FEET SOUTH OF
 EH1431'THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTHEAST OF A TELEPHONE POLE,
 EH1431'6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH1431'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EH1431
 EH1431                          STATION RECOVERY (2003)
 EH1431
 EH1431'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1431'MARK IS 27.2 FT NORTHWEST OF POWERPOLE WITH GUYED WIRE, 1 FT NORTH OF
 EH1431'CARSONITE WITNESS POST. ALSO, MARK SIT AT EDGE OF DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0872 ***********************************************************************
 DK0872  DESIGNATION -  P 117
 DK0872  PID         -  DK0872
 DK0872  STATE/COUNTY-  AR/DESHA
 DK0872  USGS QUAD   -  DUMAS (1969)
 DK0872
 DK0872                         *CURRENT SURVEY CONTROL
 DK0872  ___________________________________________________________________
 DK0872* NAD 83(1986)-  33 52 53.     (N)    091 27 05.     (W)     SCALED    
 DK0872* NAVD 88     -        47.702  (meters)     156.50   (feet)  ADJUSTED  
 DK0872  ___________________________________________________________________
 DK0872  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DK0872  DYNAMIC HT  -          47.654 (meters)     156.34  (feet)  COMP
 DK0872  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 DK0872
 DK0872  VERT ORDER  -  FIRST     CLASS II
 DK0872
 DK0872.The horizontal coordinates were scaled from a topographic map and have
 DK0872.an estimated accuracy of +/- 6 seconds.
 DK0872
 DK0872.The orthometric height was determined by differential leveling
 DK0872.and adjusted by the National Geodetic Survey in June 1991..
 DK0872.WARNING-Repeat measurements at this control monument indicate possible
 DK0872.vertical movement.
 DK0872
 DK0872.The geoid height was determined by GEOID03.
 DK0872
 DK0872.The dynamic height is computed by dividing the NAVD 88
 DK0872.geopotential number by the normal gravity value computed on the
 DK0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0872.degrees latitude (g = 980.6199 gals.).
 DK0872
 DK0872.The modeled gravity was interpolated from observed gravity values.
 DK0872
 DK0872;                    North         East    Units  Estimated Accuracy
 DK0872;SPC AR S     -   534,860.      450,750.      MT  (+/- 180 meters Scaled)
 DK0872
 DK0872                          SUPERSEDED SURVEY CONTROL
 DK0872
 DK0872  NGVD 29 (??/??/??)   47.821  (m)          156.89   (f) ADJUSTED    1 2
 DK0872
 DK0872.Superseded values are not recommended for survey control.
 DK0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0872.See file dsdata.txt to determine how the superseded data were derived.
 DK0872
 DK0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT432500(NAD 83)
 DK0872_MARKER: DB = BENCH MARK DISK
 DK0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0872_STAMPING: P 117 1955
 DK0872_MARK LOGO: CGS   
 DK0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0872+STABILITY: SURFACE MOTION
 DK0872
 DK0872  HISTORY     - Date     Condition        Report By
 DK0872  HISTORY     - 1955     MONUMENTED       CGS
 DK0872  HISTORY     - 1976     GOOD             NGS
 DK0872  HISTORY     - 1984     GOOD             NGS
 DK0872  HISTORY     - 1988     GOOD             USPSQD
 DK0872  HISTORY     - 1989     GOOD             USPSQD
 DK0872  HISTORY     - 1990     GOOD             USPSQD
 DK0872  HISTORY     - 20040114 MARK NOT FOUND   USACE
 DK0872
 DK0872                          STATION DESCRIPTION
 DK0872
 DK0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0872'2.1 MI E FROM DUMAS.
 DK0872'2.1 MILES EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT DUMAS,
 DK0872'13 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 DK0872'WEST END OF THE BASE OF THE SOUTH GUARD RAIL OF A CONCRETE BRIDGE OVER
 DK0872'CYPRESS CREEK.
 DK0872
 DK0872                          STATION RECOVERY (1976)
 DK0872
 DK0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0872'RECOVERED IN GOOD CONDITION.
 DK0872
 DK0872                          STATION RECOVERY (1984)
 DK0872
 DK0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0872'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM
 DK0872'(0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN DUMAS,
 DK0872'THENCE 3.0 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 165, AT THE BRIDGE
 DK0872'CROSSING CYPRESS CREEK, IN THE BASE OF THE CONCRETE BRIDGE RAILING ON
 DK0872'THE SOUTHWEST CORNER OF THE BRIDGE, 3.96 METERS (13.0 FT) SOUTH OF THE
 DK0872'CENTER LINE OF THE HIGHWAY, AND 0.15 METERS (0.5 FT) EAST OF THE WEST
 DK0872'END OF THE SOUTH GUARDRAIL.
 DK0872'THE MARK IS 0.8 M ABOVE HIGHWAY.
 DK0872
 DK0872                          STATION RECOVERY (1988)
 DK0872
 DK0872'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK0872'RECOVERED IN GOOD CONDITION.
 DK0872
 DK0872                          STATION RECOVERY (1989)
 DK0872
 DK0872'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK0872'RECOVERED IN GOOD CONDITION.
 DK0872
 DK0872                          STATION RECOVERY (1990)
 DK0872
 DK0872'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK0872'RECOVERED IN GOOD CONDITION.
 DK0872
 DK0872                          STATION RECOVERY (2004)
 DK0872
 DK0872'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1376 ***********************************************************************
 DK1376  DESIGNATION -  P 12
 DK1376  PID         -  DK1376
 DK1376  STATE/COUNTY-  AR/ASHLEY
 DK1376  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1376
 DK1376                         *CURRENT SURVEY CONTROL
 DK1376  ___________________________________________________________________
 DK1376* NAD 83(1986)-  33 10 42.     (N)    091 52 54.     (W)     SCALED    
 DK1376* NAVD 88     -        55.558  (meters)     182.28   (feet)  ADJUSTED  
 DK1376  ___________________________________________________________________
 DK1376  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DK1376  DYNAMIC HT  -          55.499 (meters)     182.08  (feet)  COMP
 DK1376  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 DK1376
 DK1376  VERT ORDER  -  SECOND    CLASS 0
 DK1376
 DK1376.This mark is at Z M Jack Steel Airport (CRT)
 DK1376
 DK1376.The horizontal coordinates were scaled from a topographic map and have
 DK1376.an estimated accuracy of +/- 6 seconds.
 DK1376
 DK1376.The orthometric height was determined by differential leveling
 DK1376.and adjusted by the National Geodetic Survey in June 1991..
 DK1376
 DK1376.The geoid height was determined by GEOID03.
 DK1376
 DK1376.The dynamic height is computed by dividing the NAVD 88
 DK1376.geopotential number by the normal gravity value computed on the
 DK1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1376.degrees latitude (g = 980.6199 gals.).
 DK1376
 DK1376.The modeled gravity was interpolated from observed gravity values.
 DK1376
 DK1376;                    North         East    Units  Estimated Accuracy
 DK1376;SPC AR S     -   456,760.      411,040.      MT  (+/- 180 meters Scaled)
 DK1376
 DK1376                          SUPERSEDED SURVEY CONTROL
 DK1376
 DK1376  NGVD 29 (??/??/??)   55.636  (m)          182.53   (f) ADJUSTED    2 0
 DK1376
 DK1376.Superseded values are not recommended for survey control.
 DK1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1376.See file dsdata.txt to determine how the superseded data were derived.
 DK1376
 DK1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS042716(NAD 83)
 DK1376_MARKER: DB = BENCH MARK DISK
 DK1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1376_STAMPING: P 12 1932
 DK1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1376+STABILITY: SURFACE MOTION
 DK1376
 DK1376  HISTORY     - Date     Condition        Report By
 DK1376  HISTORY     - 1932     MONUMENTED       CGS
 DK1376  HISTORY     - 1972     GOOD             USGS
 DK1376
 DK1376                          STATION DESCRIPTION
 DK1376
 DK1376'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DK1376'6.5 MI SW FROM HAMBURG.
 DK1376'6 1/2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK1376'STATION AT HAMBURG, ASHLEY COUNTY, AT A GRAVEL ROAD CROSSING, AND NEAR
 DK1376'THE NORTH END OF THE MAIN RUNWAY OF THE CROSSETT AIRPORT (NOTE--
 DK1376'GRAVEL ROAD IS THE OLD U.S. HWY. 82.  MARK IS APPROXIMATELY 0.6 MILE
 DK1376'NE ALONG TRACK FROM PRESENT U.S. 82 CROSSING).  120 FEET NORTHEAST OF
 DK1376'THE GRAVEL ROAD CROSSING, 48 FEET NORTHWEST OF THE CENTER LINE OF THE
 DK1376'TRACK AND IN A SMALL CLUMP OF BRUSH.  APPROXIMATELY 3 FEET NORTHWEST
 DK1376'OF A WITNESS SIGN.  A STANDARD DISK, IN A CONC. POST, STAMPED P 12,
 DK1376'1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0066 ***********************************************************************
 GF0066  DESIGNATION -  P 12
 GF0066  PID         -  GF0066
 GF0066  STATE/COUNTY-  AR/IZARD
 GF0066  USGS QUAD   -  CALICO ROCK (1964)
 GF0066
 GF0066                         *CURRENT SURVEY CONTROL
 GF0066  ___________________________________________________________________
 GF0066* NAD 83(1986)-  36 06 58.     (N)    092 08 33.     (W)     SCALED    
 GF0066* NAVD 88     -       110.984  (meters)     364.12   (feet)  ADJUSTED  
 GF0066  ___________________________________________________________________
 GF0066  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GF0066  DYNAMIC HT  -         110.891 (meters)     363.81  (feet)  COMP
 GF0066  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 GF0066
 GF0066  VERT ORDER  -  SECOND    CLASS 0
 GF0066
 GF0066.The horizontal coordinates were scaled from a topographic map and have
 GF0066.an estimated accuracy of +/- 6 seconds.
 GF0066
 GF0066.The orthometric height was determined by differential leveling
 GF0066.and adjusted by the National Geodetic Survey in June 1991..
 GF0066
 GF0066.The geoid height was determined by GEOID03.
 GF0066
 GF0066.The dynamic height is computed by dividing the NAVD 88
 GF0066.geopotential number by the normal gravity value computed on the
 GF0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0066.degrees latitude (g = 980.6199 gals.).
 GF0066
 GF0066.The modeled gravity was interpolated from observed gravity values.
 GF0066
 GF0066;                    North         East    Units  Estimated Accuracy
 GF0066;SPC AR N     -   197,800.      387,170.      MT  (+/- 180 meters Scaled)
 GF0066
 GF0066                          SUPERSEDED SURVEY CONTROL
 GF0066
 GF0066  NGVD 29 (??/??/92)  110.884  (m)          363.79   (f) ADJ UNCH    2 0
 GF0066
 GF0066.Superseded values are not recommended for survey control.
 GF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0066.See file dsdata.txt to determine how the superseded data were derived.
 GF0066
 GF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV771971(NAD 83)
 GF0066_MARKER: DB = BENCH MARK DISK
 GF0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0066_STAMPING: P-12 1934
 GF0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0066+STABILITY: SURFACE MOTION
 GF0066
 GF0066  HISTORY     - Date     Condition        Report By
 GF0066  HISTORY     - 1934     MONUMENTED       CGS
 GF0066
 GF0066                          STATION DESCRIPTION
 GF0066
 GF0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0066'IN CALICO ROCK.
 GF0066'ABOUT 195 FEET EAST OF THE RAILROAD STATION, 48 FEET WEST OF
 GF0066'POLE 341-12, 27.2 FEET NORTH OF SWITCH STAND AT SOUTH SIDE
 GF0066'OF RAILROAD, 17 FEET NORTH OF RAILROAD CENTERLINE, 2 FEET
 GF0066'BELOW THE TOP OF RAILS.  TABLET SET IN TOP OF A PRECAST CONCRETE
 GF0066'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0656 ***********************************************************************
 DL0656  DESIGNATION -  P 120
 DL0656  PID         -  DL0656
 DL0656  STATE/COUNTY-  AR/COLUMBIA
 DL0656  USGS QUAD   -  CALHOUN (1966)
 DL0656
 DL0656                         *CURRENT SURVEY CONTROL
 DL0656  ___________________________________________________________________
 DL0656* NAD 83(1986)-  33 08 11.     (N)    093 12 03.     (W)     SCALED    
 DL0656* NAVD 88     -        75.991  (meters)     249.31   (feet)  ADJUSTED  
 DL0656  ___________________________________________________________________
 DL0656  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DL0656  DYNAMIC HT  -          75.909 (meters)     249.04  (feet)  COMP
 DL0656  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 DL0656
 DL0656  VERT ORDER  -  SECOND    CLASS 0
 DL0656
 DL0656.The horizontal coordinates were scaled from a topographic map and have
 DL0656.an estimated accuracy of +/- 6 seconds.
 DL0656
 DL0656.The orthometric height was determined by differential leveling
 DL0656.and adjusted by the National Geodetic Survey in June 1991..
 DL0656
 DL0656.The geoid height was determined by GEOID03.
 DL0656
 DL0656.The dynamic height is computed by dividing the NAVD 88
 DL0656.geopotential number by the normal gravity value computed on the
 DL0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0656.degrees latitude (g = 980.6199 gals.).
 DL0656
 DL0656.The modeled gravity was interpolated from observed gravity values.
 DL0656
 DL0656;                    North         East    Units  Estimated Accuracy
 DL0656;SPC AR S     -   452,760.      287,950.      MT  (+/- 180 meters Scaled)
 DL0656
 DL0656                          SUPERSEDED SURVEY CONTROL
 DL0656
 DL0656  NGVD 29 (??/??/92)   76.049  (m)          249.50   (f) ADJ UNCH    2 0
 DL0656
 DL0656.Superseded values are not recommended for survey control.
 DL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0656.See file dsdata.txt to determine how the superseded data were derived.
 DL0656
 DL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS812664(NAD 83)
 DL0656_MARKER: DB = BENCH MARK DISK
 DL0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0656_STAMPING: P 120 1934
 DL0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0656+STABILITY: SURFACE MOTION
 DL0656
 DL0656  HISTORY     - Date     Condition        Report By
 DL0656  HISTORY     - 1934     MONUMENTED       CGS
 DL0656  HISTORY     - 1960     GOOD             NGS
 DL0656  HISTORY     - 1963     GOOD             NGS
 DL0656  HISTORY     - 1982     GOOD             LOCSUR
 DL0656
 DL0656                          STATION DESCRIPTION
 DL0656
 DL0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0656'2.65 MI N FROM EMERSON.
 DL0656'ABOUT 2.65 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0656'FROM THE STATION AT EMERSON, 0.2 MILE SOUTH OF MILEPOST 16, IN THE
 DL0656'SOUTH SIDE OF SECTION 29, T 18 S, R 20 W, 20 FEET WEST OF THE WEST
 DL0656'RAIL OF THE MAIN TRACK, 297 FEET NORTH OF THE CENTER OF A CROSSING, 18
 DL0656'FEET EAST OF A ROW OF TELEPHONE POLES, 1.3 FEET WEST OF A METAL
 DL0656'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 DL0656'POST PROJECTING 7 INCHES.
 DL0656
 DL0656                          STATION RECOVERY (1963)
 DL0656
 DL0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0656'RECOVERED IN GOOD CONDITION.
 DL0656
 DL0656                          STATION RECOVERY (1982)
 DL0656
 DL0656'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 DL0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0268 ***********************************************************************
 DL0268  DESIGNATION -  P 121
 DL0268  PID         -  DL0268
 DL0268  STATE/COUNTY-  AR/UNION
 DL0268  USGS QUAD   -  NEWELL (1985)
 DL0268
 DL0268                         *CURRENT SURVEY CONTROL
 DL0268  ___________________________________________________________________
 DL0268* NAD 83(1986)-  33 12 31.     (N)    092 47 38.     (W)     SCALED    
 DL0268* NAVD 88     -        69.542  (meters)     228.16   (feet)  ADJUSTED  
 DL0268  ___________________________________________________________________
 DL0268  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0268  DYNAMIC HT  -          69.467 (meters)     227.91  (feet)  COMP
 DL0268  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DL0268
 DL0268  VERT ORDER  -  SECOND    CLASS 0
 DL0268
 DL0268.The horizontal coordinates were scaled from a topographic map and have
 DL0268.an estimated accuracy of +/- 6 seconds.
 DL0268
 DL0268.The orthometric height was determined by differential leveling
 DL0268.and adjusted by the National Geodetic Survey in June 1991..
 DL0268
 DL0268.The geoid height was determined by GEOID03.
 DL0268
 DL0268.The dynamic height is computed by dividing the NAVD 88
 DL0268.geopotential number by the normal gravity value computed on the
 DL0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0268.degrees latitude (g = 980.6199 gals.).
 DL0268
 DL0268.The modeled gravity was interpolated from observed gravity values.
 DL0268
 DL0268;                    North         East    Units  Estimated Accuracy
 DL0268;SPC AR S     -   460,400.      325,980.      MT  (+/- 180 meters Scaled)
 DL0268
 DL0268                          SUPERSEDED SURVEY CONTROL
 DL0268
 DL0268  NGVD 29 (??/??/92)   69.594  (m)          228.33   (f) ADJ UNCH    2 0
 DL0268
 DL0268.Superseded values are not recommended for survey control.
 DL0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0268.See file dsdata.txt to determine how the superseded data were derived.
 DL0268
 DL0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS192744(NAD 83)
 DL0268_MARKER: DB = BENCH MARK DISK
 DL0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0268_STAMPING: P 121 1934
 DL0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0268+STABILITY: SURFACE MOTION
 DL0268
 DL0268  HISTORY     - Date     Condition        Report By
 DL0268  HISTORY     - 1934     MONUMENTED       CGS
 DL0268  HISTORY     - 1964     GOOD             NGS
 DL0268  HISTORY     - 1967     GOOD             NGS
 DL0268  HISTORY     - 1983     GOOD             USGS
 DL0268
 DL0268                          STATION DESCRIPTION
 DL0268
 DL0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0268'7.4 MI W FROM EL DORADO.
 DL0268'7.4 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH STATE
 DL0268'HIGHWAY 7 IN EL DORADO, 85 FEET NORTH OF THE CENTERLINE OF THE
 DL0268'HIGHWAY, 38.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF A HOUSE, 12.9 FEET
 DL0268'SOUTH OF A GAS LIGHT POLE, 3.4 FEET SOUTHEAST OF THE BASE OF A SMALL
 DL0268'MAGNOLIA TREE AND IS FLUSH WITH THE GROUND.
 DL0268
 DL0268                          STATION RECOVERY (1967)
 DL0268
 DL0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DL0268'RECOVERED IN GOOD CONDITION.
 DL0268
 DL0268                          STATION RECOVERY (1983)
 DL0268
 DL0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 DL0268'THE TO REACH IS ADEQUATE. ADDITIONAL REFERENCE MEASUREMENTS WERE
 DL0268'TAKEN. THE MARK IS FOUR FEET SOUTHEAST OF THE CENTER OF A MAGNOLIA
 DL0268'TREE, 47.6 FEET NORTHWEST OF ALARE OAK TREE, AND 13 FEET WEST OF THE
 DL0268'WEST EDGE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0700 ***********************************************************************
 FG0700  DESIGNATION -  P 125
 FG0700  PID         -  FG0700
 FG0700  STATE/COUNTY-  AR/VAN BUREN
 FG0700  USGS QUAD   -  SCOTLAND (1965)
 FG0700
 FG0700                         *CURRENT SURVEY CONTROL
 FG0700  ___________________________________________________________________
 FG0700* NAD 83(1986)-  35 33 22.     (N)    092 36 17.     (W)     SCALED    
 FG0700* NAVD 88     -       221.603  (meters)     727.04   (feet)  ADJUSTED  
 FG0700  ___________________________________________________________________
 FG0700  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG0700  DYNAMIC HT  -         221.399 (meters)     726.37  (feet)  COMP
 FG0700  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 FG0700
 FG0700  VERT ORDER  -  SECOND    CLASS 0
 FG0700
 FG0700.The horizontal coordinates were scaled from a topographic map and have
 FG0700.an estimated accuracy of +/- 6 seconds.
 FG0700
 FG0700.The orthometric height was determined by differential leveling
 FG0700.and adjusted by the National Geodetic Survey in June 1991..
 FG0700
 FG0700.The geoid height was determined by GEOID03.
 FG0700
 FG0700.The dynamic height is computed by dividing the NAVD 88
 FG0700.geopotential number by the normal gravity value computed on the
 FG0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0700.degrees latitude (g = 980.6199 gals.).
 FG0700
 FG0700.The modeled gravity was interpolated from observed gravity values.
 FG0700
 FG0700;                    North         East    Units  Estimated Accuracy
 FG0700;SPC AR N     -   135,830.      345,180.      MT  (+/- 180 meters Scaled)
 FG0700
 FG0700                          SUPERSEDED SURVEY CONTROL
 FG0700
 FG0700  NGVD 29 (??/??/92)  221.549  (m)          726.87   (f) ADJ UNCH    2 0
 FG0700
 FG0700.Superseded values are not recommended for survey control.
 FG0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0700.See file dsdata.txt to determine how the superseded data were derived.
 FG0700
 FG0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV358347(NAD 83)
 FG0700_MARKER: DB = BENCH MARK DISK
 FG0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0700_STAMPING: P 125 1935
 FG0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0700+STABILITY: SURFACE MOTION
 FG0700
 FG0700  HISTORY     - Date     Condition        Report By
 FG0700  HISTORY     - 1935     MONUMENTED       CGS
 FG0700  HISTORY     - 1963     POOR             NGS
 FG0700
 FG0700                          STATION DESCRIPTION
 FG0700
 FG0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0700'2.6 MI N FROM SCOTLAND.
 FG0700'2.6 MILES NORTH ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0700'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 0.1 MILE NORTH OF A LOG
 FG0700'HOUSE EAST OF THE ROAD, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 23
 FG0700'FEET NORTHWEST OF A 12-INCH BLAZED PINE TREE, 4 FEET SOUTH OF A
 FG0700'10-INCH PINE TREE, AND 4 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 FG0700'STAMPED P 125 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- USE
 FG0700'WITH CAUTION.  NOTE-- THIS MARK LEANING SLIGHTLY TO THE EAST.
 FG0700'RECOVERED IN 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0946 ***********************************************************************
 FG0946  DESIGNATION -  P 126
 FG0946  PID         -  FG0946
 FG0946  STATE/COUNTY-  AR/POPE
 FG0946  USGS QUAD   -  TREAT (1980)
 FG0946
 FG0946                         *CURRENT SURVEY CONTROL
 FG0946  ___________________________________________________________________
 FG0946* NAD 83(1986)-  35 36 42.     (N)    093 09 33.     (W)     SCALED    
 FG0946* NAVD 88     -       222.028  (meters)     728.44   (feet)  ADJUSTED  
 FG0946  ___________________________________________________________________
 FG0946  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FG0946  DYNAMIC HT  -         221.820 (meters)     727.75  (feet)  COMP
 FG0946  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FG0946
 FG0946  VERT ORDER  -  SECOND    CLASS 0
 FG0946
 FG0946.The horizontal coordinates were scaled from a topographic map and have
 FG0946.an estimated accuracy of +/- 6 seconds.
 FG0946
 FG0946.The orthometric height was determined by differential leveling
 FG0946.and adjusted by the National Geodetic Survey in June 1991..
 FG0946
 FG0946.The geoid height was determined by GEOID03.
 FG0946
 FG0946.The dynamic height is computed by dividing the NAVD 88
 FG0946.geopotential number by the normal gravity value computed on the
 FG0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0946.degrees latitude (g = 980.6199 gals.).
 FG0946
 FG0946.The modeled gravity was interpolated from observed gravity values.
 FG0946
 FG0946;                    North         East    Units  Estimated Accuracy
 FG0946;SPC AR N     -   142,440.      294,980.      MT  (+/- 180 meters Scaled)
 FG0946
 FG0946                          SUPERSEDED SURVEY CONTROL
 FG0946
 FG0946  NGVD 29 (??/??/92)  221.978  (m)          728.27   (f) ADJ UNCH    2 0
 FG0946
 FG0946.Superseded values are not recommended for survey control.
 FG0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0946.See file dsdata.txt to determine how the superseded data were derived.
 FG0946
 FG0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV855408(NAD 83)
 FG0946_MARKER: DB = BENCH MARK DISK
 FG0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0946_STAMPING: P-126 1935
 FG0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0946+STABILITY: SURFACE MOTION
 FG0946
 FG0946  HISTORY     - Date     Condition        Report By
 FG0946  HISTORY     - 1935     MONUMENTED       CGS
 FG0946  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0946
 FG0946                          STATION DESCRIPTION
 FG0946
 FG0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0946'IN TREAT.
 FG0946'57 FEET NORTH OF CENTERLINE OF LANE AND GATEWAY TO TREAT POST OFFICE.
 FG0946'47.3 FEET NORTHEAST OF NORTHEAST CORNER OF H.M. RUSHS STORE.  24 FEET
 FG0946'EAST OF CENTERLINE OF TREAT ROAD.  16 FEET NORTHEAST OF CENTERLINE OF
 FG0946'DRAINAGE DITCH.  TABLET SET IN PRECAST CONCRETE POST.
 FG0946
 FG0946                          STATION RECOVERY (1976)
 FG0946
 FG0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0916 ***********************************************************************
 FG0916  DESIGNATION -  P 128
 FG0916  PID         -  FG0916
 FG0916  STATE/COUNTY-  AR/NEWTON
 FG0916  USGS QUAD   -  ROSETTA (1980)
 FG0916
 FG0916                         *CURRENT SURVEY CONTROL
 FG0916  ___________________________________________________________________
 FG0916* NAD 83(1986)-  35 44 06.     (N)    093 20 33.     (W)     SCALED    
 FG0916* NAVD 88     -       491.322  (meters)    1611.95   (feet)  ADJUSTED  
 FG0916  ___________________________________________________________________
 FG0916  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG0916  DYNAMIC HT  -         490.843 (meters)    1610.37  (feet)  COMP
 FG0916  MODELED GRAV-     979,643.7   (mgal)                       NAVD 88
 FG0916
 FG0916  VERT ORDER  -  SECOND    CLASS 0
 FG0916
 FG0916.The horizontal coordinates were scaled from a topographic map and have
 FG0916.an estimated accuracy of +/- 6 seconds.
 FG0916
 FG0916.The orthometric height was determined by differential leveling
 FG0916.and adjusted by the National Geodetic Survey in June 1991..
 FG0916
 FG0916.The geoid height was determined by GEOID03.
 FG0916
 FG0916.The dynamic height is computed by dividing the NAVD 88
 FG0916.geopotential number by the normal gravity value computed on the
 FG0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0916.degrees latitude (g = 980.6199 gals.).
 FG0916
 FG0916.The modeled gravity was interpolated from observed gravity values.
 FG0916
 FG0916;                    North         East    Units  Estimated Accuracy
 FG0916;SPC AR N     -   156,330.      278,560.      MT  (+/- 180 meters Scaled)
 FG0916
 FG0916                          SUPERSEDED SURVEY CONTROL
 FG0916
 FG0916  NGVD 29 (??/??/92)  491.250  (m)         1611.71   (f) ADJ UNCH    2 0
 FG0916
 FG0916.Superseded values are not recommended for survey control.
 FG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0916.See file dsdata.txt to determine how the superseded data were derived.
 FG0916
 FG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV690546(NAD 83)
 FG0916_MARKER: DB = BENCH MARK DISK
 FG0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0916_STAMPING: P-128 1935
 FG0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0916+STABILITY: SURFACE MOTION
 FG0916
 FG0916  HISTORY     - Date     Condition        Report By
 FG0916  HISTORY     - 1935     MONUMENTED       CGS
 FG0916
 FG0916                          STATION DESCRIPTION
 FG0916
 FG0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0916'1.8 MI N FROM ROSETTA.
 FG0916'1.8 MILES NORTH OF, ALONG LIMESTONE VALLEY RD., FROM THE POST OFFICE.
 FG0916'AT SMALL OPEN FLAT WHERE ROAD LEVELS OFF ON NORTH SLOPE OF STEEP HILL.
 FG0916'ABOUT .1 MILE NORTH OF M.P.10.  27 FEET EAST OF CENTERLINE OF
 FG0916'LIMESTONE VALLEY ROAD.  9.5 FEET EAST OF BLAZED PINE TREE .8 FT. IN
 FG0916'DIAMETER AT BASE SUPPORTING TELEPHONE WIRE.  TABLET SET IN PRECAST
 FG0916'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0129 ***********************************************************************
 GF0129  DESIGNATION -  P 13
 GF0129  PID         -  GF0129
 GF0129  STATE/COUNTY-  AR/MARION
 GF0129  USGS QUAD   -  BRUNO (1967)
 GF0129
 GF0129                         *CURRENT SURVEY CONTROL
 GF0129  ___________________________________________________________________
 GF0129* NAD 83(1986)-  36 14 53.     (N)    092 45 30.     (W)     SCALED    
 GF0129* NAVD 88     -       203.062  (meters)     666.21   (feet)  ADJUSTED  
 GF0129  ___________________________________________________________________
 GF0129  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GF0129  DYNAMIC HT  -         202.882 (meters)     665.62  (feet)  COMP
 GF0129  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 GF0129
 GF0129  VERT ORDER  -  SECOND    CLASS 0
 GF0129
 GF0129.The horizontal coordinates were scaled from a topographic map and have
 GF0129.an estimated accuracy of +/- 6 seconds.
 GF0129
 GF0129.The orthometric height was determined by differential leveling
 GF0129.and adjusted by the National Geodetic Survey in June 1991..
 GF0129
 GF0129.The geoid height was determined by GEOID03.
 GF0129
 GF0129.The dynamic height is computed by dividing the NAVD 88
 GF0129.geopotential number by the normal gravity value computed on the
 GF0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0129.degrees latitude (g = 980.6199 gals.).
 GF0129
 GF0129.The modeled gravity was interpolated from observed gravity values.
 GF0129
 GF0129;                    North         East    Units  Estimated Accuracy
 GF0129;SPC AR N     -   212,690.      331,840.      MT  (+/- 180 meters Scaled)
 GF0129
 GF0129                          SUPERSEDED SURVEY CONTROL
 GF0129
 GF0129  NGVD 29 (??/??/92)  202.944  (m)          665.83   (f) ADJ UNCH    2 0
 GF0129
 GF0129.Superseded values are not recommended for survey control.
 GF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0129.See file dsdata.txt to determine how the superseded data were derived.
 GF0129
 GF0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA217114(NAD 83)
 GF0129_MARKER: DB = BENCH MARK DISK
 GF0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0129_STAMPING: P-13 1934
 GF0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0129+STABILITY: SURFACE MOTION
 GF0129
 GF0129  HISTORY     - Date     Condition        Report By
 GF0129  HISTORY     - 1934     MONUMENTED       CGS
 GF0129
 GF0129                          STATION DESCRIPTION
 GF0129
 GF0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0129'4.6 MI SW FROM YELLVILLE.
 GF0129'0.3 MILES NORTHEAST OF TURKEY SIDING, 75 FEET OF MILEPOLE
 GF0129'396-30, 32 FEET NORTH OF CENTERLINE OF MISSOURI PACIFIC R.R.
 GF0129'TRACKS, 17 FEET SOUTH OF FENCE LINE, 2 FEET SOUTHWEST OF A
 GF0129'TELEPHONE POLE, ABOUT THREE-QUARTERS OF A MILE WEST OF HIGHWAY
 GF0129'UNDERPASS.  CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1356 ***********************************************************************
 DK1356  DESIGNATION -  P 13
 DK1356  PID         -  DK1356
 DK1356  STATE/COUNTY-  AR/ASHLEY
 DK1356  USGS QUAD   -  WILMOT (1960)
 DK1356
 DK1356                         *CURRENT SURVEY CONTROL
 DK1356  ___________________________________________________________________
 DK1356* NAD 83(1986)-  33 05 19.     (N)    091 33 28.     (W)     SCALED    
 DK1356* NAVD 88     -        34.012  (meters)     111.59   (feet)  ADJUSTED  
 DK1356  ___________________________________________________________________
 DK1356  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DK1356  DYNAMIC HT  -          33.976 (meters)     111.47  (feet)  COMP
 DK1356  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DK1356
 DK1356  VERT ORDER  -  SECOND    CLASS 0
 DK1356
 DK1356.The horizontal coordinates were scaled from a topographic map and have
 DK1356.an estimated accuracy of +/- 6 seconds.
 DK1356
 DK1356.The orthometric height was determined by differential leveling
 DK1356.and adjusted by the National Geodetic Survey in June 1991..
 DK1356
 DK1356.The geoid height was determined by GEOID03.
 DK1356
 DK1356.The dynamic height is computed by dividing the NAVD 88
 DK1356.geopotential number by the normal gravity value computed on the
 DK1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1356.degrees latitude (g = 980.6199 gals.).
 DK1356
 DK1356.The modeled gravity was interpolated from observed gravity values.
 DK1356
 DK1356;                    North         East    Units  Estimated Accuracy
 DK1356;SPC AR S     -   446,890.      441,290.      MT  (+/- 180 meters Scaled)
 DK1356
 DK1356                          SUPERSEDED SURVEY CONTROL
 DK1356
 DK1356  NGVD 29 (??/??/??)   34.130  (m)          111.97   (f) ADJUSTED    2 0
 DK1356
 DK1356.Superseded values are not recommended for survey control.
 DK1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1356.See file dsdata.txt to determine how the superseded data were derived.
 DK1356
 DK1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS345620(NAD 83)
 DK1356_MARKER: DB = BENCH MARK DISK
 DK1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1356+STABILITY: SURFACE MOTION
 DK1356
 DK1356  HISTORY     - Date     Condition        Report By
 DK1356  HISTORY     - UNK      MONUMENTED       CGS
 DK1356  HISTORY     - 1932     GOOD             CGS
 DK1356
 DK1356                          STATION DESCRIPTION
 DK1356
 DK1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK1356'2.25 MI N FROM WILMOT.
 DK1356'LOCATED ON THE RIGHT OF WAY OF THE MO. PAC. R.R. 94 FEET NORTH OF A
 DK1356'TELEPHONE POLE OPPOSITE OF MILE POLE 447-06, 49 FEET WEST OF THE
 DK1356'CENTER OF THE TRACK, 29 FEET EAST OF THE CENTER-LINE OF U.S. HIGHWAY
 DK1356'NO. 165 AND 96 FEET SOUTH OF A FARM ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0229 ***********************************************************************
 EK0229  DESIGNATION -  P 131
 EK0229  PID         -  EK0229
 EK0229  STATE/COUNTY-  AR/HOWARD
 EK0229  USGS QUAD   -  GILLHAM DAM (1964)
 EK0229
 EK0229                         *CURRENT SURVEY CONTROL
 EK0229  ___________________________________________________________________
 EK0229* NAD 83(1986)-  34 14 55.     (N)    094 07 57.     (W)     SCALED    
 EK0229* NAVD 88     -       257.319  (meters)     844.22   (feet)  ADJUSTED  
 EK0229  ___________________________________________________________________
 EK0229  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 EK0229  DYNAMIC HT  -         257.054 (meters)     843.35  (feet)  COMP
 EK0229  MODELED GRAV-     979,598.9   (mgal)                       NAVD 88
 EK0229
 EK0229  VERT ORDER  -  SECOND    CLASS 0
 EK0229
 EK0229.The horizontal coordinates were scaled from a topographic map and have
 EK0229.an estimated accuracy of +/- 6 seconds.
 EK0229
 EK0229.The orthometric height was determined by differential leveling
 EK0229.and adjusted by the National Geodetic Survey in June 1991..
 EK0229
 EK0229.The geoid height was determined by GEOID03.
 EK0229
 EK0229.The dynamic height is computed by dividing the NAVD 88
 EK0229.geopotential number by the normal gravity value computed on the
 EK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0229.degrees latitude (g = 980.6199 gals.).
 EK0229
 EK0229.The modeled gravity was interpolated from observed gravity values.
 EK0229
 EK0229;                    North         East    Units  Estimated Accuracy
 EK0229;SPC AR S     -   577,500.      203,590.      MT  (+/- 180 meters Scaled)
 EK0229
 EK0229                          SUPERSEDED SURVEY CONTROL
 EK0229
 EK0229  NGVD 29 (??/??/92)  257.276  (m)          844.08   (f) ADJ UNCH    2 0
 EK0229
 EK0229.Superseded values are not recommended for survey control.
 EK0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0229.See file dsdata.txt to determine how the superseded data were derived.
 EK0229
 EK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT957903(NAD 83)
 EK0229_MARKER: DB = BENCH MARK DISK
 EK0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0229_STAMPING: P-131 1935
 EK0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0229+STABILITY: SURFACE MOTION
 EK0229
 EK0229  HISTORY     - Date     Condition        Report By
 EK0229  HISTORY     - 1935     MONUMENTED       CGS
 EK0229  HISTORY     - 1961     GOOD             NGS
 EK0229
 EK0229                          STATION DESCRIPTION
 EK0229
 EK0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0229'4 MI W FROM BURG.
 EK0229'4.0 MILES WEST OF, ALONG BURG-GILLHAM ROAD, FROM JCT. OF
 EK0229'BURG-GILLHAM RD. WITH UMPIRE RD.  ABOUT .2 MILE EAST OF TURN
 EK0229'IN THE BURG-GILLHAM ROAD AND A TEMPORARY BENCH MARK, 26 FEET
 EK0229'NORTHWEST OF THE ROAD CENTERLINE, 9.5 FT. NORTH OF A PINE
 EK0229'TREE MARKED 4 MILES.  6 FEET NORTH OF A BLAZED PINE TREE .6
 EK0229'FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.  THIS
 EK0229'MARK IS LOCATED IN THE VICINITY OF THE EX-SITE OF THE TOWN
 EK0229'OF GALENA.
 EK0229
 EK0229                          STATION RECOVERY (1961)
 EK0229
 EK0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0165 ***********************************************************************
 EK0165  DESIGNATION -  P 132
 EK0165  PID         -  EK0165
 EK0165  STATE/COUNTY-  AR/POLK
 EK0165  USGS QUAD   -  VANDERVOORT (1984)
 EK0165
 EK0165                         *CURRENT SURVEY CONTROL
 EK0165  ___________________________________________________________________
 EK0165* NAD 83(1986)-  34 29 47.     (N)    094 15 04.     (W)     SCALED    
 EK0165* NAVD 88     -       400.987  (meters)    1315.57   (feet)  ADJUSTED  
 EK0165  ___________________________________________________________________
 EK0165  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 EK0165  DYNAMIC HT  -         400.555 (meters)    1314.15  (feet)  COMP
 EK0165  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 EK0165
 EK0165  VERT ORDER  -  SECOND    CLASS 0
 EK0165
 EK0165.The horizontal coordinates were scaled from a topographic map and have
 EK0165.an estimated accuracy of +/- 6 seconds.
 EK0165
 EK0165.The orthometric height was determined by differential leveling
 EK0165.and adjusted by the National Geodetic Survey in June 1991..
 EK0165
 EK0165.The geoid height was determined by GEOID03.
 EK0165
 EK0165.The dynamic height is computed by dividing the NAVD 88
 EK0165.geopotential number by the normal gravity value computed on the
 EK0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0165.degrees latitude (g = 980.6199 gals.).
 EK0165
 EK0165.The modeled gravity was interpolated from observed gravity values.
 EK0165
 EK0165;                    North         East    Units  Estimated Accuracy
 EK0165;SPC AR S     -   605,220.      193,280.      MT  (+/- 180 meters Scaled)
 EK0165
 EK0165                          SUPERSEDED SURVEY CONTROL
 EK0165
 EK0165  NGVD 29 (??/??/92)  400.900  (m)         1315.29   (f) ADJ UNCH    2 0
 EK0165
 EK0165.Superseded values are not recommended for survey control.
 EK0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0165.See file dsdata.txt to determine how the superseded data were derived.
 EK0165
 EK0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU851179(NAD 83)
 EK0165_MARKER: DB = BENCH MARK DISK
 EK0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0165_STAMPING: P-132 1935
 EK0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0165+STABILITY: SURFACE MOTION
 EK0165
 EK0165  HISTORY     - Date     Condition        Report By
 EK0165  HISTORY     - 1935     MONUMENTED       CGS
 EK0165  HISTORY     - 1961     GOOD             USGS
 EK0165
 EK0165                          STATION DESCRIPTION
 EK0165
 EK0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0165'7.3 MI SE FROM MENA.
 EK0165'7.3 MILES SOUTHEAST OF, ALONG BEE MOUNTAIN ROAD, FROM K. C. S.
 EK0165'RY STATION.  ABOUT .7 MILE SOUTH OF THE TWO MILE CREEK, AND
 EK0165'JUNCTION OF A ROAD WEST, ABOUT .4 MILE NORTH OF ROD TO THE
 EK0165'BEE MOUNTAIN CABIN, AT SADDLE IN THE RIDGE, 29.5 FEET EAST OF
 EK0165'THE ROAD CENTERLINE, 5.6 FEET WEST OF A BLAZED PINE TREE .5 FT.
 EK0165'IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0165
 EK0165                          STATION RECOVERY (1961)
 EK0165
 EK0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EK0165'0.75 MILE SOUTH OF TWO MILE CREEK AND A ROAD LEADING WEST, 0.35 MILE
 EK0165'NORTH OF BEE MOUNTAIN TOWER ROAD AND ON THE OUTSIDE OF A CURVE. A
 EK0165'TRIANGLE BLAZE WAS CUT ON AN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0190 ***********************************************************************
 EK0190  DESIGNATION -  P 133
 EK0190  PID         -  EK0190
 EK0190  STATE/COUNTY-  AR/POLK
 EK0190  USGS QUAD   -  VANDERVOORT (1984)
 EK0190
 EK0190                         *CURRENT SURVEY CONTROL
 EK0190  ___________________________________________________________________
 EK0190* NAD 83(1986)-  34 29 13.     (N)    094 18 17.     (W)     SCALED    
 EK0190* NAVD 88     -       370.028  (meters)    1214.00   (feet)  ADJUSTED  
 EK0190  ___________________________________________________________________
 EK0190  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 EK0190  DYNAMIC HT  -         369.627 (meters)    1212.68  (feet)  COMP
 EK0190  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 EK0190
 EK0190  VERT ORDER  -  SECOND    CLASS 0
 EK0190
 EK0190.The horizontal coordinates were scaled from a topographic map and have
 EK0190.an estimated accuracy of +/- 6 seconds.
 EK0190
 EK0190.The orthometric height was determined by differential leveling
 EK0190.and adjusted by the National Geodetic Survey in June 1991..
 EK0190
 EK0190.The geoid height was determined by GEOID03.
 EK0190
 EK0190.The dynamic height is computed by dividing the NAVD 88
 EK0190.geopotential number by the normal gravity value computed on the
 EK0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0190.degrees latitude (g = 980.6199 gals.).
 EK0190
 EK0190.The modeled gravity was interpolated from observed gravity values.
 EK0190
 EK0190;                    North         East    Units  Estimated Accuracy
 EK0190;SPC AR S     -   604,280.      188,330.      MT  (+/- 180 meters Scaled)
 EK0190
 EK0190                          SUPERSEDED SURVEY CONTROL
 EK0190
 EK0190  NGVD 29 (??/??/92)  369.942  (m)         1213.72   (f) ADJ UNCH    2 0
 EK0190
 EK0190.Superseded values are not recommended for survey control.
 EK0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0190.See file dsdata.txt to determine how the superseded data were derived.
 EK0190
 EK0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU802169(NAD 83)
 EK0190_MARKER: DB = BENCH MARK DISK
 EK0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0190_STAMPING: P-133 1935
 EK0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0190+STABILITY: SURFACE MOTION
 EK0190
 EK0190  HISTORY     - Date     Condition        Report By
 EK0190  HISTORY     - 1935     MONUMENTED       CGS
 EK0190  HISTORY     - 1961     GOOD             NGS
 EK0190  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0190
 EK0190                          STATION DESCRIPTION
 EK0190
 EK0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0190'4.8 MI E FROM HATFIELD.
 EK0190'4.8 MILES EAST OF, ALONG THE HATFIELD-CAMP WILDER ROAD, FROM
 EK0190'K. C. S. RY STATION.  AT JUNCTION OF ROAD NORTH TO THE TWO
 EK0190'MILE CREEK, ABOUT 135 FEET WEST OF THE INTERSECTION OF CENTERLINE
 EK0190'OF THE ROADS, 32 FEET NORTH OF THE HATFIELD ROAD CENTERLINE,
 EK0190'5 FEET ABOVE THE ROAD SURFACE, IN TOP OF A SLAT OUTCROP PROJECTING
 EK0190'2 FT. ABOVE THE GROUND.  TABLET SET IN PRECAST CONCRETE POST.
 EK0190
 EK0190                          STATION RECOVERY (1961)
 EK0190
 EK0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0190'RECOVERED IN GOOD CONDITION.
 EK0190
 EK0190                          STATION RECOVERY (1985)
 EK0190
 EK0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0190'NOT RECOVERED, INACCESSIBLE DUE TO IMPASSIBLE ROADS THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1507 ***********************************************************************
 EJ1507  DESIGNATION -  P 134
 EJ1507  PID         -  EJ1507
 EJ1507  STATE/COUNTY-  AR/POLK
 EJ1507  USGS QUAD   -  PINE RIDGE (1985)
 EJ1507
 EJ1507                         *CURRENT SURVEY CONTROL
 EJ1507  ___________________________________________________________________
 EJ1507* NAD 83(1986)-  34 34 58.     (N)    093 57 43.     (W)     SCALED    
 EJ1507* NAVD 88     -       251.309  (meters)     824.50   (feet)  ADJUSTED  
 EJ1507  ___________________________________________________________________
 EJ1507  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EJ1507  DYNAMIC HT  -         251.045 (meters)     823.64  (feet)  COMP
 EJ1507  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 EJ1507
 EJ1507  VERT ORDER  -  SECOND    CLASS 0
 EJ1507
 EJ1507.The horizontal coordinates were scaled from a topographic map and have
 EJ1507.an estimated accuracy of +/- 6 seconds.
 EJ1507
 EJ1507.The orthometric height was determined by differential leveling
 EJ1507.and adjusted by the National Geodetic Survey in June 1991..
 EJ1507
 EJ1507.The geoid height was determined by GEOID03.
 EJ1507
 EJ1507.The dynamic height is computed by dividing the NAVD 88
 EJ1507.geopotential number by the normal gravity value computed on the
 EJ1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1507.degrees latitude (g = 980.6199 gals.).
 EJ1507
 EJ1507.The modeled gravity was interpolated from observed gravity values.
 EJ1507
 EJ1507;                    North         East    Units  Estimated Accuracy
 EJ1507;SPC AR S     -   614,250.      220,010.      MT  (+/- 180 meters Scaled)
 EJ1507
 EJ1507                          SUPERSEDED SURVEY CONTROL
 EJ1507
 EJ1507  NGVD 29 (??/??/92)  251.233  (m)          824.25   (f) ADJ UNCH    2 0
 EJ1507
 EJ1507.Superseded values are not recommended for survey control.
 EJ1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1507.See file dsdata.txt to determine how the superseded data were derived.
 EJ1507
 EJ1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU117271(NAD 83)
 EJ1507_MARKER: DB = BENCH MARK DISK
 EJ1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1507_STAMPING: P-134 1935
 EJ1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1507+STABILITY: SURFACE MOTION
 EJ1507
 EJ1507  HISTORY     - Date     Condition        Report By
 EJ1507  HISTORY     - 1935     MONUMENTED       CGS
 EJ1507  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1507
 EJ1507                          STATION DESCRIPTION
 EJ1507
 EJ1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1507'2.1 MI E FROM CHERRY HILL.
 EJ1507'2.1 MILES EAST OF, ALONG ST. HWY. 88, FROM CHERRY HILL POST OFFICE.
 EJ1507'ABOUT 195 FEET SOUTHWEST OF FORD OF SHACK CREEK.  61 FEET EAST OF
 EJ1507'JUNCTION OF A ROAD SOUTH ALONG THE CREEK.  41 FEET SOUTHEAST OF THE
 EJ1507'HIGHWAY CENTERLINE.  25.5 FEET NORTHEAST OF A BLAZED OAK TREE 1.5 FT.
 EJ1507'IN DIAMETER.  TABLET SET IN TOP OF PRECAST CONCRETE POST.
 EJ1507
 EJ1507                          STATION RECOVERY (1961)
 EJ1507
 EJ1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1545 ***********************************************************************
 EJ1545  DESIGNATION -  P 135
 EJ1545  PID         -  EJ1545
 EJ1545  STATE/COUNTY-  AR/POLK
 EJ1545  USGS QUAD   -  BUCK KNOB (1985)
 EJ1545
 EJ1545                         *CURRENT SURVEY CONTROL
 EJ1545  ___________________________________________________________________
 EJ1545* NAD 83(1986)-  34 37 38.     (N)    093 57 49.     (W)     SCALED    
 EJ1545* NAVD 88     -       324.445  (meters)    1064.45   (feet)  ADJUSTED  
 EJ1545  ___________________________________________________________________
 EJ1545  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EJ1545  DYNAMIC HT  -         324.097 (meters)    1063.31  (feet)  COMP
 EJ1545  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 EJ1545
 EJ1545  VERT ORDER  -  SECOND    CLASS 0
 EJ1545
 EJ1545.The horizontal coordinates were scaled from a topographic map and have
 EJ1545.an estimated accuracy of +/- 6 seconds.
 EJ1545
 EJ1545.The orthometric height was determined by differential leveling
 EJ1545.and adjusted by the National Geodetic Survey in June 1991..
 EJ1545
 EJ1545.The geoid height was determined by GEOID03.
 EJ1545
 EJ1545.The dynamic height is computed by dividing the NAVD 88
 EJ1545.geopotential number by the normal gravity value computed on the
 EJ1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1545.degrees latitude (g = 980.6199 gals.).
 EJ1545
 EJ1545.The modeled gravity was interpolated from observed gravity values.
 EJ1545
 EJ1545;                    North         East    Units  Estimated Accuracy
 EJ1545;SPC AR S     -   619,180.      219,950.      MT  (+/- 180 meters Scaled)
 EJ1545
 EJ1545                          SUPERSEDED SURVEY CONTROL
 EJ1545
 EJ1545  NGVD 29 (??/??/92)  324.355  (m)         1064.15   (f) ADJ UNCH    2 0
 EJ1545
 EJ1545.Superseded values are not recommended for survey control.
 EJ1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1545.See file dsdata.txt to determine how the superseded data were derived.
 EJ1545
 EJ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU116321(NAD 83)
 EJ1545_MARKER: DB = BENCH MARK DISK
 EJ1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1545_STAMPING: P 135 1935
 EJ1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1545+STABILITY: SURFACE MOTION
 EJ1545
 EJ1545  HISTORY     - Date     Condition        Report By
 EJ1545  HISTORY     - 1935     MONUMENTED       CGS
 EJ1545  HISTORY     - 1961     GOOD             NGS
 EJ1545
 EJ1545                          STATION DESCRIPTION
 EJ1545
 EJ1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1545'3.7 MI NE FROM CHERRY HILL.
 EJ1545'MARK RECOVERED NEAR THE FORKS AT THE HIGHLAND CHURCH AND CEMETERY, 45
 EJ1545'FEET NORTH OF THE SOUTHEAST CORNER OF THE CEMETERY, 14 FEET WEST OF
 EJ1545'THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 1.5 FEET EAST OF THE
 EJ1545'CEMETERY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1170 ***********************************************************************
 EJ1170  DESIGNATION -  P 136
 EJ1170  PID         -  EJ1170
 EJ1170  STATE/COUNTY-  AR/CLARK
 EJ1170  USGS QUAD   -  CHALYBEATE MTN EAST (1975)
 EJ1170
 EJ1170                         *CURRENT SURVEY CONTROL
 EJ1170  ___________________________________________________________________
 EJ1170* NAD 83(1986)-  34 11 40.     (N)    093 18 29.     (W)     SCALED    
 EJ1170* NAVD 88     -       142.954  (meters)     469.01   (feet)  ADJUSTED  
 EJ1170  ___________________________________________________________________
 EJ1170  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EJ1170  DYNAMIC HT  -         142.810 (meters)     468.54  (feet)  COMP
 EJ1170  MODELED GRAV-     979,623.8   (mgal)                       NAVD 88
 EJ1170
 EJ1170  VERT ORDER  -  SECOND    CLASS 0
 EJ1170
 EJ1170.The horizontal coordinates were scaled from a topographic map and have
 EJ1170.an estimated accuracy of +/- 6 seconds.
 EJ1170
 EJ1170.The orthometric height was determined by differential leveling
 EJ1170.and adjusted by the National Geodetic Survey in June 1991..
 EJ1170
 EJ1170.The geoid height was determined by GEOID03.
 EJ1170
 EJ1170.The dynamic height is computed by dividing the NAVD 88
 EJ1170.geopotential number by the normal gravity value computed on the
 EJ1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1170.degrees latitude (g = 980.6199 gals.).
 EJ1170
 EJ1170.The modeled gravity was interpolated from observed gravity values.
 EJ1170
 EJ1170;                    North         East    Units  Estimated Accuracy
 EJ1170;SPC AR S     -   570,220.      279,440.      MT  (+/- 180 meters Scaled)
 EJ1170
 EJ1170                          SUPERSEDED SURVEY CONTROL
 EJ1170
 EJ1170  NGVD 29 (??/??/92)  142.952  (m)          469.00   (f) ADJ UNCH    2 0
 EJ1170
 EJ1170.Superseded values are not recommended for survey control.
 EJ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1170.See file dsdata.txt to determine how the superseded data were derived.
 EJ1170
 EJ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT716837(NAD 83)
 EJ1170_MARKER: DB = BENCH MARK DISK
 EJ1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1170_STAMPING: P 136 1935
 EJ1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1170+STABILITY: SURFACE MOTION
 EJ1170
 EJ1170  HISTORY     - Date     Condition        Report By
 EJ1170  HISTORY     - 1935     MONUMENTED       CGS
 EJ1170  HISTORY     - 1935     GOOD             NGS
 EJ1170  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1170
 EJ1170                          STATION DESCRIPTION
 EJ1170
 EJ1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1170'4.8 MI SE FROM ALPINE.
 EJ1170'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SCHOOL AT ALPINE,
 EJ1170'230 FEET WEST OF A PIPE CULVERT, 220 FEET EAST OF THE JUNCTION OF THE
 EJ1170'GRAYSONIA ROAD, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 29
 EJ1170'FEET WEST OF A 10-INCH BLAZED HICKORY TREE SUPPORTING A TELEPHONE
 EJ1170'LINE.  A STANDARD DISK, STAMPED P 136 1935 AND SET IN THE TOP OF A
 EJ1170'CONCRETE POST.  NOTE-- THE BLAZED TREE ALSO SUPPORTS A METAL INSURANCE
 EJ1170'SIGN.  THE MARK IS ALSO 7 FT NORTH OF A SMALL HICKORY TREE AND 2
 EJ1170'INCHES BELOW SURFACE OF GROUND.
 EJ1170
 EJ1170                          STATION RECOVERY (1975)
 EJ1170
 EJ1170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1191 ***********************************************************************
 EJ1191  DESIGNATION -  P 137
 EJ1191  PID         -  EJ1191
 EJ1191  STATE/COUNTY-  AR/GARLAND
 EJ1191  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1191
 EJ1191                         *CURRENT SURVEY CONTROL
 EJ1191  ___________________________________________________________________
 EJ1191* NAD 83(1986)-  34 24 01.     (N)    093 13 53.     (W)     SCALED    
 EJ1191* NAVD 88     -       173.702  (meters)     569.89   (feet)  ADJUSTED  
 EJ1191  ___________________________________________________________________
 EJ1191  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EJ1191  DYNAMIC HT  -         173.528 (meters)     569.32  (feet)  COMP
 EJ1191  MODELED GRAV-     979,631.5   (mgal)                       NAVD 88
 EJ1191
 EJ1191  VERT ORDER  -  SECOND    CLASS 0
 EJ1191
 EJ1191.The horizontal coordinates were scaled from a topographic map and have
 EJ1191.an estimated accuracy of +/- 6 seconds.
 EJ1191
 EJ1191.The orthometric height was determined by differential leveling
 EJ1191.and adjusted by the National Geodetic Survey in June 1991..
 EJ1191
 EJ1191.The geoid height was determined by GEOID03.
 EJ1191
 EJ1191.The dynamic height is computed by dividing the NAVD 88
 EJ1191.geopotential number by the normal gravity value computed on the
 EJ1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1191.degrees latitude (g = 980.6199 gals.).
 EJ1191
 EJ1191.The modeled gravity was interpolated from observed gravity values.
 EJ1191
 EJ1191;                    North         East    Units  Estimated Accuracy
 EJ1191;SPC AR S     -   592,960.      286,780.      MT  (+/- 180 meters Scaled)
 EJ1191
 EJ1191                          SUPERSEDED SURVEY CONTROL
 EJ1191
 EJ1191  NGVD 29 (??/??/92)  173.69   (m)          569.8    (f) COMPUTED    2 0
 EJ1191
 EJ1191.Superseded values are not recommended for survey control.
 EJ1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1191.See file dsdata.txt to determine how the superseded data were derived.
 EJ1191
 EJ1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU787065(NAD 83)
 EJ1191_MARKER: DB = BENCH MARK DISK
 EJ1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1191_STAMPING: P 137 1935
 EJ1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1191+STABILITY: SURFACE MOTION
 EJ1191
 EJ1191  HISTORY     - Date     Condition        Report By
 EJ1191  HISTORY     - 1935     MONUMENTED       CGS
 EJ1191  HISTORY     - 1965     POOR             USGS
 EJ1191  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1191
 EJ1191                          STATION DESCRIPTION
 EJ1191
 EJ1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1191'5.8 MI SE FROM PEARCY.
 EJ1191'5.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO POINT CEDAR FROM THE
 EJ1191'POST OFFICE AT PEARCY, AT THE JUNCTION OF THE AMITY-HOT SPRINGS ROAD,
 EJ1191'150 FEET SOUTH OF THE FRED BUCIETT FARMHOUSE, 48 FEET NORTHEAST OF THE
 EJ1191'CENTER OF THE INTERSECTION OF THE ROADS, 37 FEET WEST OF A GATE TO THE
 EJ1191'FARMHOUSE, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 16 FEET
 EJ1191'NORTHWEST OF A 24-INCH OAK TREE, AND 12.5 FEET NORTH OF A FENCE. A
 EJ1191'STANDARD DISK, STAMPED P 137 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1191'POST.  NOTE-- POST MAY BE DISTURBED, ON EDGE OF BACKSLOPE OF DITCH
 EJ1191'WITH ABOUT 2 FT OF ONE SIDE SHOWING.  AT PRESENT TIME POST IS SOLID IN
 EJ1191'THE GROUND.
 EJ1191
 EJ1191                          STATION RECOVERY (1965)
 EJ1191
 EJ1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ1191'MARK RECOVERED IN POOR CONDITION.
 EJ1191
 EJ1191                          STATION RECOVERY (1998)
 EJ1191
 EJ1191'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1199 ***********************************************************************
 EJ1199  DESIGNATION -  P 138
 EJ1199  PID         -  EJ1199
 EJ1199  STATE/COUNTY-  AR/CLARK
 EJ1199  USGS QUAD   -  POINT CEDAR (1976)
 EJ1199
 EJ1199                         *CURRENT SURVEY CONTROL
 EJ1199  ___________________________________________________________________
 EJ1199* NAD 83(1986)-  34 16 45.     (N)    093 17 09.     (W)     SCALED    
 EJ1199* NAVD 88     -       112.786  (meters)     370.03   (feet)  ADJUSTED  
 EJ1199  ___________________________________________________________________
 EJ1199  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EJ1199  DYNAMIC HT  -         112.673 (meters)     369.66  (feet)  COMP
 EJ1199  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 EJ1199
 EJ1199  VERT ORDER  -  SECOND    CLASS 0
 EJ1199
 EJ1199.The horizontal coordinates were scaled from a topographic map and have
 EJ1199.an estimated accuracy of +/- 6 seconds.
 EJ1199
 EJ1199.The orthometric height was determined by differential leveling
 EJ1199.and adjusted by the National Geodetic Survey in June 1991..
 EJ1199
 EJ1199.The geoid height was determined by GEOID03.
 EJ1199
 EJ1199.The dynamic height is computed by dividing the NAVD 88
 EJ1199.geopotential number by the normal gravity value computed on the
 EJ1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1199.degrees latitude (g = 980.6199 gals.).
 EJ1199
 EJ1199.The modeled gravity was interpolated from observed gravity values.
 EJ1199
 EJ1199;                    North         East    Units  Estimated Accuracy
 EJ1199;SPC AR S     -   579,590.      281,610.      MT  (+/- 180 meters Scaled)
 EJ1199
 EJ1199                          SUPERSEDED SURVEY CONTROL
 EJ1199
 EJ1199  NGVD 29 (??/??/92)  112.785  (m)          370.03   (f) ADJ UNCH    2 0
 EJ1199
 EJ1199.Superseded values are not recommended for survey control.
 EJ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1199.See file dsdata.txt to determine how the superseded data were derived.
 EJ1199
 EJ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT736931(NAD 83)
 EJ1199_MARKER: DB = BENCH MARK DISK
 EJ1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1199_STAMPING: P 138 1935
 EJ1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1199+STABILITY: SURFACE MOTION
 EJ1199
 EJ1199  HISTORY     - Date     Condition        Report By
 EJ1199  HISTORY     - 1935     MONUMENTED       CGS
 EJ1199
 EJ1199                          STATION DESCRIPTION
 EJ1199
 EJ1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1199'3.3 MI S FROM BEATON.
 EJ1199'IN CLARK COUNTY 3.3 MILES SOUTH ALONG THE ALBERT DAVIS ROAD FROM THE
 EJ1199'POST OFFICE AT BEATON, 180 FEET SOUTH OF THE ALVERT DAVIS FORD OF THE
 EJ1199'CADDO RIVER, 34 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 7 FEET
 EJ1199'SOUTHEAST OF A 7-INCH BLAZED SYCAMORE TREE.  A STANDARD DISK, STAMPED
 EJ1199'P 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1139 ***********************************************************************
 EJ1139  DESIGNATION -  P 139
 EJ1139  PID         -  EJ1139
 EJ1139  STATE/COUNTY-  AR/GARLAND
 EJ1139  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1139
 EJ1139                         *CURRENT SURVEY CONTROL
 EJ1139  ___________________________________________________________________
 EJ1139* NAD 83(1986)-  34 28 39.     (N)    093 03 35.     (W)     SCALED    
 EJ1139* NAVD 88     -       163.451  (meters)     536.26   (feet)  ADJUSTED  
 EJ1139  ___________________________________________________________________
 EJ1139  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ1139  DYNAMIC HT  -         163.291 (meters)     535.73  (feet)  COMP
 EJ1139  MODELED GRAV-     979,650.1   (mgal)                       NAVD 88
 EJ1139
 EJ1139  VERT ORDER  -  SECOND    CLASS 0
 EJ1139
 EJ1139.The horizontal coordinates were scaled from a topographic map and have
 EJ1139.an estimated accuracy of +/- 6 seconds.
 EJ1139
 EJ1139.The orthometric height was determined by differential leveling
 EJ1139.and adjusted by the National Geodetic Survey in June 1991..
 EJ1139
 EJ1139.The geoid height was determined by GEOID03.
 EJ1139
 EJ1139.The dynamic height is computed by dividing the NAVD 88
 EJ1139.geopotential number by the normal gravity value computed on the
 EJ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1139.degrees latitude (g = 980.6199 gals.).
 EJ1139
 EJ1139.The modeled gravity was interpolated from observed gravity values.
 EJ1139
 EJ1139;                    North         East    Units  Estimated Accuracy
 EJ1139;SPC AR S     -   601,350.      302,660.      MT  (+/- 180 meters Scaled)
 EJ1139
 EJ1139                          SUPERSEDED SURVEY CONTROL
 EJ1139
 EJ1139  NGVD 29 (??/??/92)  163.45   (m)          536.3    (f) COMPUTED    2 0
 EJ1139
 EJ1139.Superseded values are not recommended for survey control.
 EJ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1139.See file dsdata.txt to determine how the superseded data were derived.
 EJ1139
 EJ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU945151(NAD 83)
 EJ1139_MARKER: DB = BENCH MARK DISK
 EJ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1139_STAMPING: P 139 1935
 EJ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1139+STABILITY: SURFACE MOTION
 EJ1139
 EJ1139  HISTORY     - Date     Condition        Report By
 EJ1139  HISTORY     - 1935     MONUMENTED       CGS
 EJ1139  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ1139
 EJ1139                          STATION DESCRIPTION
 EJ1139
 EJ1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1139'2.3 MI S FROM HOT SPRINGS.
 EJ1139'2.3 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE MISSOURI PACIFIC
 EJ1139'RAILROAD STATION AT HOT SPRINGS, 0.4 MILE SOUTH OF THE MAIN ENTRANCE
 EJ1139'TO OAKLAWN RACE TRACK, 160 FEET SOUTH OF THE JUNCTION OF A ROAD
 EJ1139'LEADING EAST, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8.7 FEET
 EJ1139'SOUTH OF A GATE TO THE DR. J.C. WALDROP RESIDENCE, AND 1 FOOT WEST OF
 EJ1139'THE FENCE.  A STANDARD DISK, STAMPED P 139 1935 AND SET IN THE TOP OF
 EJ1139'A CONCRETE POST.
 EJ1139
 EJ1139                          STATION RECOVERY (1965)
 EJ1139
 EJ1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EJ1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1546 ***********************************************************************
 EH1546  DESIGNATION -  P 14
 EH1546  PID         -  EH1546
 EH1546  STATE/COUNTY-  AR/JEFFERSON
 EH1546  USGS QUAD   -  TARRY (1971)
 EH1546
 EH1546                         *CURRENT SURVEY CONTROL
 EH1546  ___________________________________________________________________
 EH1546* NAD 83(1986)-  34 06 36.     (N)    091 45 32.     (W)     SCALED    
 EH1546* NAVD 88     -        57.862  (meters)     189.84   (feet)  ADJUSTED  
 EH1546  ___________________________________________________________________
 EH1546  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH1546  DYNAMIC HT  -          57.805 (meters)     189.65  (feet)  COMP
 EH1546  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 EH1546
 EH1546  VERT ORDER  -  FIRST     CLASS II
 EH1546
 EH1546.The horizontal coordinates were scaled from a topographic map and have
 EH1546.an estimated accuracy of +/- 6 seconds.
 EH1546
 EH1546.The orthometric height was determined by differential leveling
 EH1546.and adjusted by the National Geodetic Survey in June 1991..
 EH1546
 EH1546.The geoid height was determined by GEOID03.
 EH1546
 EH1546.The dynamic height is computed by dividing the NAVD 88
 EH1546.geopotential number by the normal gravity value computed on the
 EH1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1546.degrees latitude (g = 980.6199 gals.).
 EH1546
 EH1546.The modeled gravity was interpolated from observed gravity values.
 EH1546
 EH1546;                    North         East    Units  Estimated Accuracy
 EH1546;SPC AR S     -   560,110.      422,240.      MT  (+/- 180 meters Scaled)
 EH1546
 EH1546                          SUPERSEDED SURVEY CONTROL
 EH1546
 EH1546  NGVD 29 (??/??/??)   57.946  (m)          190.11   (f) ADJUSTED    1 2
 EH1546
 EH1546.Superseded values are not recommended for survey control.
 EH1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1546.See file dsdata.txt to determine how the superseded data were derived.
 EH1546
 EH1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT144750(NAD 83)
 EH1546_MARKER: DB = BENCH MARK DISK
 EH1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1546_STAMPING: P 14 1932
 EH1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1546+STABILITY: SURFACE MOTION
 EH1546
 EH1546  HISTORY     - Date     Condition        Report By
 EH1546  HISTORY     - 1932     MONUMENTED       CGS
 EH1546  HISTORY     - 1938     GOOD             CGS
 EH1546  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1546
 EH1546                          STATION DESCRIPTION
 EH1546
 EH1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1546'IN TAMO.
 EH1546'3.0 MILES EAST OF MOSCOW.  A POST AND DISC SET ON THE NORTH R/W OF THE
 EH1546'TRACKS AT THE R.R. STATION.  66 FEET NE OF THE NE CORNER OF STATION
 EH1546'BUILDING.  49 FEET EAST OF THE TWENTY FIRST POLE EAST OF MILE POST
 EH1546'405, AND FIFTY FEET NORTH OF THE CENTER LINE OF THE TRACKS.
 EH1546
 EH1546                          STATION RECOVERY (1984)
 EH1546
 EH1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1546'NOT RECOVERED, PRESUMED KNOCKED OUT BY FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0841 ***********************************************************************
 EJ0841  DESIGNATION -  P 140
 EJ0841  PID         -  EJ0841
 EJ0841  STATE/COUNTY-  AR/SALINE
 EJ0841  USGS QUAD   -  LONSDALE (1984)
 EJ0841
 EJ0841                         *CURRENT SURVEY CONTROL
 EJ0841  ___________________________________________________________________
 EJ0841* NAD 83(1986)-  34 31 32.     (N)    092 47 18.     (W)     SCALED    
 EJ0841* NAVD 88     -       143.463  (meters)     470.68   (feet)  ADJUSTED  
 EJ0841  ___________________________________________________________________
 EJ0841  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0841  DYNAMIC HT  -         143.326 (meters)     470.23  (feet)  COMP
 EJ0841  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 EJ0841
 EJ0841  VERT ORDER  -  SECOND    CLASS 0
 EJ0841
 EJ0841.The horizontal coordinates were scaled from a topographic map and have
 EJ0841.an estimated accuracy of +/- 6 seconds.
 EJ0841
 EJ0841.The orthometric height was determined by differential leveling
 EJ0841.and adjusted by the National Geodetic Survey in June 1991..
 EJ0841
 EJ0841.The geoid height was determined by GEOID03.
 EJ0841
 EJ0841.The dynamic height is computed by dividing the NAVD 88
 EJ0841.geopotential number by the normal gravity value computed on the
 EJ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0841.degrees latitude (g = 980.6199 gals.).
 EJ0841
 EJ0841.The modeled gravity was interpolated from observed gravity values.
 EJ0841
 EJ0841;                    North         East    Units  Estimated Accuracy
 EJ0841;SPC AR S     -   606,460.      327,630.      MT  (+/- 180 meters Scaled)
 EJ0841
 EJ0841                          SUPERSEDED SURVEY CONTROL
 EJ0841
 EJ0841  NGVD 29 (??/??/92)  143.48   (m)          470.7    (f) COMPUTED    2 0
 EJ0841
 EJ0841.Superseded values are not recommended for survey control.
 EJ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0841.See file dsdata.txt to determine how the superseded data were derived.
 EJ0841
 EJ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU194204(NAD 83)
 EJ0841_MARKER: DB = BENCH MARK DISK
 EJ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0841_STAMPING: P 140 1935
 EJ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0841+STABILITY: SURFACE MOTION
 EJ0841
 EJ0841  HISTORY     - Date     Condition        Report By
 EJ0841  HISTORY     - 1935     MONUMENTED       CGS
 EJ0841  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0841
 EJ0841                          STATION DESCRIPTION
 EJ0841
 EJ0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0841'2.2 MI SE FROM LONSDALE.
 EJ0841'IN SALINE COUNTY, 2.2 MILES SOUTHEAST ALONG THE ROAD LEADING TO MAGNET
 EJ0841'FROM THE MISSOURI PACIFIC RAILROAD STATION AT LONSDALE, GARLAND
 EJ0841'COUNTY, 0.3 MILE SOUTH OF ROAD FORKS AT PLEASANT RUN CREEK, 0.1 MILE
 EJ0841'NORTH OF A DRIVEWAY TO A FARM, 165 FEET NORTH OF A GATE AT THE FOOT OF
 EJ0841'A HILL, 90 FEET SOUTHEAST OF A SMALL CREEK, 12 FEET NORTHEAST OF THE
 EJ0841'CENTERLINE OF THE ROAD, AND 1 FOOT SOUTHWEST OF A FENCE. A STANDARD
 EJ0841'DISK, STAMPED P 140 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0841
 EJ0841                          STATION RECOVERY (1998)
 EJ0841
 EJ0841'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1439 ***********************************************************************
 FG1439  DESIGNATION -  P 141
 FG1439  PID         -  FG1439
 FG1439  STATE/COUNTY-  AR/FRANKLIN
 FG1439  USGS QUAD   -  YALE (1973)
 FG1439
 FG1439                         *CURRENT SURVEY CONTROL
 FG1439  ___________________________________________________________________
 FG1439* NAD 83(1986)-  35 40 51.     (N)    093 42 15.     (W)     SCALED    
 FG1439* NAVD 88     -       254.103  (meters)     833.67   (feet)  ADJUSTED  
 FG1439  ___________________________________________________________________
 FG1439  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FG1439  DYNAMIC HT  -         253.866 (meters)     832.89  (feet)  COMP
 FG1439  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FG1439
 FG1439  VERT ORDER  -  SECOND    CLASS 0
 FG1439
 FG1439.The horizontal coordinates were scaled from a topographic map and have
 FG1439.an estimated accuracy of +/- 6 seconds.
 FG1439
 FG1439.The orthometric height was determined by differential leveling
 FG1439.and adjusted by the National Geodetic Survey in June 1991..
 FG1439
 FG1439.The geoid height was determined by GEOID03.
 FG1439
 FG1439.The dynamic height is computed by dividing the NAVD 88
 FG1439.geopotential number by the normal gravity value computed on the
 FG1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1439.degrees latitude (g = 980.6199 gals.).
 FG1439
 FG1439.The modeled gravity was interpolated from observed gravity values.
 FG1439
 FG1439;                    North         East    Units  Estimated Accuracy
 FG1439;SPC AR N     -   150,830.      245,750.      MT  (+/- 180 meters Scaled)
 FG1439
 FG1439                          SUPERSEDED SURVEY CONTROL
 FG1439
 FG1439  NGVD 29 (??/??/92)  254.035  (m)          833.45   (f) ADJ UNCH    2 0
 FG1439
 FG1439.Superseded values are not recommended for survey control.
 FG1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1439.See file dsdata.txt to determine how the superseded data were derived.
 FG1439
 FG1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV362487(NAD 83)
 FG1439_MARKER: DB = BENCH MARK DISK
 FG1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1439_STAMPING: P 141 1935
 FG1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1439+STABILITY: SURFACE MOTION
 FG1439
 FG1439  HISTORY     - Date     Condition        Report By
 FG1439  HISTORY     - 1935     MONUMENTED       CGS
 FG1439  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1439
 FG1439                          STATION DESCRIPTION
 FG1439
 FG1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1439'IN TAFT.
 FG1439'AT TAFT, FRANKLIN COUNTY, 450 FEET NORTH OF THE SCHOOL, 275 FEET
 FG1439'NORTHEAST OF THE POST OFFICE, 18 FEET NORTH OF THE CENTERLINE OF THE
 FG1439'TAFT-YALE ROAD, 6 FEET WEST OF A SOUTHEAST FENCE CORNER, AND 1 FOOT
 FG1439'NORTH OF A FENCE.  A STANDARD DISK, STAMPED P 141 1935 AND SET IN THE
 FG1439'TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN ABANDONED FROM TAFT
 FG1439'TO THE ROAD LEADING TO YALE.  THE POST OFFICE AND SCHOOL HAVE BEEN
 FG1439'REMOVED FROM TAFT AND NO ONE LOCALLY COULD BE FOUND THAT COULD POINT
 FG1439'OUT THEIR FORMER LOCATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1472 ***********************************************************************
 FG1472  DESIGNATION -  P 142
 FG1472  PID         -  FG1472
 FG1472  STATE/COUNTY-  AR/JOHNSON
 FG1472  USGS QUAD   -  HARMONY (1963)
 FG1472
 FG1472                         *CURRENT SURVEY CONTROL
 FG1472  ___________________________________________________________________
 FG1472* NAD 83(1986)-  35 36 54.     (N)    093 32 25.     (W)     SCALED    
 FG1472* NAVD 88     -       627.452  (meters)    2058.57   (feet)  ADJUSTED  
 FG1472  ___________________________________________________________________
 FG1472  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FG1472  DYNAMIC HT  -         626.847 (meters)    2056.58  (feet)  COMP
 FG1472  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 FG1472
 FG1472  VERT ORDER  -  SECOND    CLASS 0
 FG1472
 FG1472.The horizontal coordinates were scaled from a topographic map and have
 FG1472.an estimated accuracy of +/- 6 seconds.
 FG1472
 FG1472.The orthometric height was determined by differential leveling
 FG1472.and adjusted by the National Geodetic Survey in June 1991..
 FG1472
 FG1472.The geoid height was determined by GEOID03.
 FG1472
 FG1472.The dynamic height is computed by dividing the NAVD 88
 FG1472.geopotential number by the normal gravity value computed on the
 FG1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1472.degrees latitude (g = 980.6199 gals.).
 FG1472
 FG1472.The modeled gravity was interpolated from observed gravity values.
 FG1472
 FG1472;                    North         East    Units  Estimated Accuracy
 FG1472;SPC AR N     -   143,280.      260,470.      MT  (+/- 180 meters Scaled)
 FG1472
 FG1472                          SUPERSEDED SURVEY CONTROL
 FG1472
 FG1472  NGVD 29 (??/??/92)  627.410  (m)         2058.43   (f) ADJ UNCH    2 0
 FG1472
 FG1472.Superseded values are not recommended for survey control.
 FG1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1472.See file dsdata.txt to determine how the superseded data were derived.
 FG1472
 FG1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV510413(NAD 83)
 FG1472_MARKER: DB = BENCH MARK DISK
 FG1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1472_STAMPING: P 142 1935
 FG1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1472+STABILITY: SURFACE MOTION
 FG1472
 FG1472  HISTORY     - Date     Condition        Report By
 FG1472  HISTORY     - 1935     MONUMENTED       CGS
 FG1472
 FG1472                          STATION DESCRIPTION
 FG1472
 FG1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1472'1.8 MI W FROM DALE.
 FG1472'1.8 MILES WEST ALONG THE OZONE-BATSON ROAD FROM THE POST OFFICE AT
 FG1472'DALE, JOHNSON COUNTY, 3.9 MILES EAST OF THE JUNCTION OF THE ROAD WITH
 FG1472'STATE HIGHWAY 123, 0.2 MILE WEST OF THE J. H. KIRBY FARMHOUSE, 35 FEET
 FG1472'SOUTHEAST OF THE CENTER OF A RIGHT-ANGLE CURVE IN THE ROAD, 18 FEET
 FG1472'EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET EAST OF A FENCE. A
 FG1472'STANDARD DISK, STAMPED P 142 1935 AND SET IN THE TOP OF A CONCRETE
 FG1472'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0536 ***********************************************************************
 GF0536  DESIGNATION -  P 143
 GF0536  PID         -  GF0536
 GF0536  STATE/COUNTY-  AR/MADISON
 GF0536  USGS QUAD   -  HUNTSVILLE (1973)
 GF0536
 GF0536                         *CURRENT SURVEY CONTROL
 GF0536  ___________________________________________________________________
 GF0536* NAD 83(1986)-  36 06 24.     (N)    093 42 52.     (W)     SCALED    
 GF0536* NAVD 88     -       438.641  (meters)    1439.11   (feet)  ADJUSTED  
 GF0536  ___________________________________________________________________
 GF0536  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GF0536  DYNAMIC HT  -         438.242 (meters)    1437.80  (feet)  COMP
 GF0536  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GF0536
 GF0536  VERT ORDER  -  SECOND    CLASS 0
 GF0536
 GF0536.The horizontal coordinates were scaled from a topographic map and have
 GF0536.an estimated accuracy of +/- 6 seconds.
 GF0536
 GF0536.The orthometric height was determined by differential leveling
 GF0536.and adjusted by the National Geodetic Survey in June 1991..
 GF0536
 GF0536.The geoid height was determined by GEOID03.
 GF0536
 GF0536.The dynamic height is computed by dividing the NAVD 88
 GF0536.geopotential number by the normal gravity value computed on the
 GF0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0536.degrees latitude (g = 980.6199 gals.).
 GF0536
 GF0536.The modeled gravity was interpolated from observed gravity values.
 GF0536
 GF0536;                    North         East    Units  Estimated Accuracy
 GF0536;SPC AR N     -   198,090.      245,640.      MT  (+/- 180 meters Scaled)
 GF0536
 GF0536                          SUPERSEDED SURVEY CONTROL
 GF0536
 GF0536  NGVD 29 (??/??/92)  438.510  (m)         1438.68   (f) ADJ UNCH    2 0
 GF0536
 GF0536.Superseded values are not recommended for survey control.
 GF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0536.See file dsdata.txt to determine how the superseded data were derived.
 GF0536
 GF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV356960(NAD 83)
 GF0536_MARKER: DB = BENCH MARK DISK
 GF0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0536_STAMPING: P 143 1935
 GF0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0536+STABILITY: SURFACE MOTION
 GF0536
 GF0536  HISTORY     - Date     Condition        Report By
 GF0536  HISTORY     - 1935     MONUMENTED       CGS
 GF0536  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0536  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GF0536
 GF0536                          STATION DESCRIPTION
 GF0536
 GF0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0536'2 MI NE FROM HUNTSVILLE.
 GF0536'2 MILES NORTHEAST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE
 GF0536'AT HUNTSVILLE, MADISON COUNTY, AT HARMONY SCHOOL, 500 FEET
 GF0536'SOUTHWEST OF THE CHARLIE CANE FARMHOUSE, 20 FEET SOUTHWEST OF
 GF0536'THE SOUTH CORNER OF THE SCHOOLHOUSE, 38 FEET NORTH OF THE CENTERLINE
 GF0536'OF THE HIGHWAY, AND 5 FEET WEST OF A 14-INCH OAK TREE.  A STANDARD
 GF0536'DISK, STAMPED P 143 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0536
 GF0536                          STATION RECOVERY (1987)
 GF0536
 GF0536'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0536'MARK NOT FOUND.
 GF0536
 GF0536                          STATION RECOVERY (1988)
 GF0536
 GF0536'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0543 ***********************************************************************
 GF0543  DESIGNATION -  P 144
 GF0543  PID         -  GF0543
 GF0543  STATE/COUNTY-  AR/MADISON
 GF0543  USGS QUAD   -  HUNTSVILLE (1973)
 GF0543
 GF0543                         *CURRENT SURVEY CONTROL
 GF0543  ___________________________________________________________________
 GF0543* NAD 83(1986)-  36 02 27.     (N)    093 40 56.     (W)     SCALED    
 GF0543* NAVD 88     -       500.719  (meters)    1642.78   (feet)  ADJUSTED  
 GF0543  ___________________________________________________________________
 GF0543  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GF0543  DYNAMIC HT  -         500.259 (meters)    1641.27  (feet)  COMP
 GF0543  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 GF0543
 GF0543  VERT ORDER  -  SECOND    CLASS 0
 GF0543
 GF0543.The horizontal coordinates were scaled from a topographic map and have
 GF0543.an estimated accuracy of +/- 6 seconds.
 GF0543
 GF0543.The orthometric height was determined by differential leveling
 GF0543.and adjusted by the National Geodetic Survey in June 1991..
 GF0543
 GF0543.The geoid height was determined by GEOID03.
 GF0543
 GF0543.The dynamic height is computed by dividing the NAVD 88
 GF0543.geopotential number by the normal gravity value computed on the
 GF0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0543.degrees latitude (g = 980.6199 gals.).
 GF0543
 GF0543.The modeled gravity was interpolated from observed gravity values.
 GF0543
 GF0543;                    North         East    Units  Estimated Accuracy
 GF0543;SPC AR N     -   190,730.      248,420.      MT  (+/- 180 meters Scaled)
 GF0543
 GF0543                          SUPERSEDED SURVEY CONTROL
 GF0543
 GF0543  NGVD 29 (??/??/92)  500.593  (m)         1642.36   (f) ADJ UNCH    2 0
 GF0543
 GF0543.Superseded values are not recommended for survey control.
 GF0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0543.See file dsdata.txt to determine how the superseded data were derived.
 GF0543
 GF0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV385886(NAD 83)
 GF0543_MARKER: DB = BENCH MARK DISK
 GF0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0543_STAMPING: P 144 1935
 GF0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0543+STABILITY: SURFACE MOTION
 GF0543
 GF0543  HISTORY     - Date     Condition        Report By
 GF0543  HISTORY     - 1935     MONUMENTED       CGS
 GF0543  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0543
 GF0543                          STATION DESCRIPTION
 GF0543
 GF0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0543'4.5 MI S FROM HUNTSVILLE.
 GF0543'4.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE
 GF0543'AT HUNTSVILLE, MADISON COUNTY, 1.5 MILES EAST ALONG THE
 GF0543'LOY-HUNTSVILLE ROAD, AT THE SUMMIT OF A LONG HILL, 300 FEET
 GF0543'WEST OF A SMALL WOODEN BRIDGE AT A DIP IN THE ROAD, 34 FEET
 GF0543'NORTH OF THE CENTERLINE OF THE ROAD, AND 10 FEET NORTH OF A
 GF0543'14-INCH OAK TREE.  A STANDARD DISK, STAMPED P 144 1935 AND
 GF0543'SET IN THE TOP OF A CONCRETE POST.
 GF0543
 GF0543                          STATION RECOVERY (1987)
 GF0543
 GF0543'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0544 ***********************************************************************
 GF0544  DESIGNATION -  P 144 RESET
 GF0544  PID         -  GF0544
 GF0544  STATE/COUNTY-  AR/MADISON
 GF0544  USGS QUAD   -  HUNTSVILLE (1973)
 GF0544
 GF0544                         *CURRENT SURVEY CONTROL
 GF0544  ___________________________________________________________________
 GF0544* NAD 83(1986)-  36 02 27.     (N)    093 40 56.     (W)     SCALED    
 GF0544* NAVD 88     -       500.60   (meters)    1642.4    (feet)  RESET     
 GF0544  ___________________________________________________________________
 GF0544  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GF0544
 GF0544  VERT ORDER  -  THIRD
 GF0544
 GF0544.The horizontal coordinates were scaled from a topographic map and have
 GF0544.an estimated accuracy of +/- 6 seconds.
 GF0544
 GF0544.The orthometric height was computed from unverified reset data.
 GF0544
 GF0544.The geoid height was determined by GEOID03.
 GF0544
 GF0544;                    North         East    Units  Estimated Accuracy
 GF0544;SPC AR N     -   190,730.      248,420.      MT  (+/- 180 meters Scaled)
 GF0544
 GF0544                          SUPERSEDED SURVEY CONTROL
 GF0544
 GF0544.No superseded survey control is available for this station.
 GF0544
 GF0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV385886(NAD 83)
 GF0544_MARKER: DB = BENCH MARK DISK
 GF0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0544_STAMPING: P 144 RESET 1965
 GF0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0544+STABILITY: SURFACE MOTION
 GF0544
 GF0544  HISTORY     - Date     Condition        Report By
 GF0544  HISTORY     - 1965     MONUMENTED       LOCENG
 GF0544
 GF0544                          STATION DESCRIPTION
 GF0544
 GF0544'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 GF0544'6 MI SE FROM HUNTSVILLE.
 GF0544'ABOUT 4.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE
 GF0544'AT HUNTSVILLE, THENCE ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY
 GF0544'74 AT THE SUMMIT OF A LONG HILL, 45 FEET NORTH OF THE CENTER
 GF0544'LINE OF THE HIGHWAY AND 2 FEET EAST OF A FENCE CORNER POST.
 GF0544'THE MARK IS SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0513 ***********************************************************************
 GF0513  DESIGNATION -  P 145
 GF0513  PID         -  GF0513
 GF0513  STATE/COUNTY-  AR/MADISON
 GF0513  USGS QUAD   -  MARBLE (1973)
 GF0513
 GF0513                         *CURRENT SURVEY CONTROL
 GF0513  ___________________________________________________________________
 GF0513* NAD 83(1986)-  36 08 07.     (N)    093 33 04.     (W)     SCALED    
 GF0513* NAVD 88     -       419.804  (meters)    1377.31   (feet)  ADJUSTED  
 GF0513  ___________________________________________________________________
 GF0513  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0513  DYNAMIC HT  -         419.421 (meters)    1376.05  (feet)  COMP
 GF0513  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GF0513
 GF0513  VERT ORDER  -  SECOND    CLASS 0
 GF0513
 GF0513.The horizontal coordinates were scaled from a topographic map and have
 GF0513.an estimated accuracy of +/- 6 seconds.
 GF0513
 GF0513.The orthometric height was determined by differential leveling
 GF0513.and adjusted by the National Geodetic Survey in June 1991..
 GF0513
 GF0513.The geoid height was determined by GEOID03.
 GF0513
 GF0513.The dynamic height is computed by dividing the NAVD 88
 GF0513.geopotential number by the normal gravity value computed on the
 GF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0513.degrees latitude (g = 980.6199 gals.).
 GF0513
 GF0513.The modeled gravity was interpolated from observed gravity values.
 GF0513
 GF0513;                    North         East    Units  Estimated Accuracy
 GF0513;SPC AR N     -   201,020.      260,390.      MT  (+/- 180 meters Scaled)
 GF0513
 GF0513                          SUPERSEDED SURVEY CONTROL
 GF0513
 GF0513  NGVD 29 (??/??/92)  419.680  (m)         1376.90   (f) ADJ UNCH    2 0
 GF0513
 GF0513.Superseded values are not recommended for survey control.
 GF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0513.See file dsdata.txt to determine how the superseded data were derived.
 GF0513
 GF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV504990(NAD 83)
 GF0513_MARKER: DB = BENCH MARK DISK
 GF0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0513_STAMPING: P 145 1935
 GF0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0513+STABILITY: SURFACE MOTION
 GF0513
 GF0513  HISTORY     - Date     Condition        Report By
 GF0513  HISTORY     - 1935     MONUMENTED       CGS
 GF0513  HISTORY     - 1935     GOOD             NGS
 GF0513  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0513  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GF0513
 GF0513                          STATION DESCRIPTION
 GF0513
 GF0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0513'7.1 MI N FROM KINGSTON.
 GF0513'7.1 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE BRIDGE AT KINGSTON,
 GF0513'MADISON COUNTY, 2.1 MILES EAST OF MARBLE, AT THE JUNCTION OF
 GF0513'STATE HIGHWAY 68, 77 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 GF0513'36 FEET NORTH OF THE NORTHEAST CORNER OF THE J.W. TAYLOR STORE,
 GF0513'49 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE, 11
 GF0513'FEET SOUTH OF A NORTHEAST FENCE CORNER, AND 2 FEET EAST OF A
 GF0513'FENCE.  A STANDARD DISK, STAMPED P 145 1935 AND SET IN THE TOP
 GF0513'OF A CONCRETE POST.
 GF0513
 GF0513                          STATION RECOVERY (1987)
 GF0513
 GF0513'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0513'MARK NOT FOUND.
 GF0513
 GF0513                          STATION RECOVERY (1988)
 GF0513
 GF0513'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0083 ***********************************************************************
 FG0083  DESIGNATION -  P 146
 FG0083  PID         -  FG0083
 FG0083  STATE/COUNTY-  AR/VAN BUREN
 FG0083  USGS QUAD   -  OLD LEXINGTON (1973)
 FG0083
 FG0083                         *CURRENT SURVEY CONTROL
 FG0083  ___________________________________________________________________
 FG0083* NAD 83(1986)-  35 38 23.     (N)    092 27 42.     (W)     SCALED    
 FG0083* NAVD 88     -       349.559  (meters)    1146.84   (feet)  ADJUSTED  
 FG0083  ___________________________________________________________________
 FG0083  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG0083  DYNAMIC HT  -         349.234 (meters)    1145.78  (feet)  COMP
 FG0083  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 FG0083
 FG0083  VERT ORDER  -  SECOND    CLASS 0
 FG0083
 FG0083.The horizontal coordinates were scaled from a topographic map and have
 FG0083.an estimated accuracy of +/- 6 seconds.
 FG0083
 FG0083.The orthometric height was determined by differential leveling
 FG0083.and adjusted by the National Geodetic Survey in June 1991..
 FG0083
 FG0083.The geoid height was determined by GEOID03.
 FG0083
 FG0083.The dynamic height is computed by dividing the NAVD 88
 FG0083.geopotential number by the normal gravity value computed on the
 FG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0083.degrees latitude (g = 980.6199 gals.).
 FG0083
 FG0083.The modeled gravity was interpolated from observed gravity values.
 FG0083
 FG0083;                    North         East    Units  Estimated Accuracy
 FG0083;SPC AR N     -   145,030.      358,190.      MT  (+/- 180 meters Scaled)
 FG0083
 FG0083                          SUPERSEDED SURVEY CONTROL
 FG0083
 FG0083  NGVD 29 (??/??/92)  349.469  (m)         1146.55   (f) ADJ UNCH    2 0
 FG0083
 FG0083.Superseded values are not recommended for survey control.
 FG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0083.See file dsdata.txt to determine how the superseded data were derived.
 FG0083
 FG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV487441(NAD 83)
 FG0083_MARKER: DB = BENCH MARK DISK
 FG0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0083_STAMPING: P 146 1935
 FG0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0083+STABILITY: SURFACE MOTION
 FG0083
 FG0083  HISTORY     - Date     Condition        Report By
 FG0083  HISTORY     - 1935     MONUMENTED       CGS
 FG0083
 FG0083                          STATION DESCRIPTION
 FG0083
 FG0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0083'3.8 MI N FROM CLINTON.
 FG0083'3.8 MILES NORTH ALONG U. S. HIGHWAY 65 FROM THE COURTHOUSE AT CLINTON,
 FG0083'VAN BUREN COUNTY, 360 FEET NORTH OF THE NORTHEAST CORNER OF THE TESSIE
 FG0083'TURPEN FARMHOUSE, IN THE EAST HEAD WALL OF A 5-BY 10- FOOT BY 20-INCH
 FG0083'CONCRETE CULVERT, 1 1/2 FEET SOUTHWEST OF THE NORTHEAST END, AND 17
 FG0083'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FG0083'STAMPED P 146 1935 AND SET IN THE TOP OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0523 ***********************************************************************
 FG0523  DESIGNATION -  P 147
 FG0523  PID         -  FG0523
 FG0523  STATE/COUNTY-  AR/VAN BUREN
 FG0523  USGS QUAD   -  TILLY (1980)
 FG0523
 FG0523                         *CURRENT SURVEY CONTROL
 FG0523  ___________________________________________________________________
 FG0523* NAD 83(1986)-  35 41 46.     (N)    092 47 46.     (W)     SCALED    
 FG0523* NAVD 88     -       569.052  (meters)    1866.96   (feet)  ADJUSTED  
 FG0523  ___________________________________________________________________
 FG0523  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG0523  DYNAMIC HT  -         568.498 (meters)    1865.15  (feet)  COMP
 FG0523  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 FG0523
 FG0523  VERT ORDER  -  SECOND    CLASS 0
 FG0523
 FG0523.The horizontal coordinates were scaled from a topographic map and have
 FG0523.an estimated accuracy of +/- 6 seconds.
 FG0523
 FG0523.The orthometric height was determined by differential leveling
 FG0523.and adjusted by the National Geodetic Survey in June 1991..
 FG0523
 FG0523.The geoid height was determined by GEOID03.
 FG0523
 FG0523.The dynamic height is computed by dividing the NAVD 88
 FG0523.geopotential number by the normal gravity value computed on the
 FG0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0523.degrees latitude (g = 980.6199 gals.).
 FG0523
 FG0523.The modeled gravity was interpolated from observed gravity values.
 FG0523
 FG0523;                    North         East    Units  Estimated Accuracy
 FG0523;SPC AR N     -   151,480.      327,950.      MT  (+/- 180 meters Scaled)
 FG0523
 FG0523                          SUPERSEDED SURVEY CONTROL
 FG0523
 FG0523  NGVD 29 (??/??/92)  568.954  (m)         1866.64   (f) ADJ UNCH    2 0
 FG0523
 FG0523.Superseded values are not recommended for survey control.
 FG0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0523.See file dsdata.txt to determine how the superseded data were derived.
 FG0523
 FG0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV184502(NAD 83)
 FG0523_MARKER: DB = BENCH MARK DISK
 FG0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0523_STAMPING: P 147 1935
 FG0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0523+STABILITY: SURFACE MOTION
 FG0523
 FG0523  HISTORY     - Date     Condition        Report By
 FG0523  HISTORY     - 1935     MONUMENTED       CGS
 FG0523
 FG0523                          STATION DESCRIPTION
 FG0523
 FG0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0523'1.4 MI NW FROM UNA.
 FG0523'1.4 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF THE
 FG0523'CHIMES ROAD AT UNA, VAN BUREN COUNTY, 0.2 MILE NORTHWEST OF THE JOHN
 FG0523'HATTEN FARMHOUSE, AT A CURVE, 31 FEET WEST OF THE CENTERLINE OF THE
 FG0523'HIGHWAY, 23 FEET SOUTHEAST OF A WHITE OAK TREE, AND 1 FOOT EAST OF A
 FG0523'FENCE.  A STANDARD DISK, STAMPED P 147 1935 AND SET IN THE TOP OF A
 FG0523'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0599 ***********************************************************************
 FG0599  DESIGNATION -  P 149
 FG0599  PID         -  FG0599
 FG0599  STATE/COUNTY-  AR/SEARCY
 FG0599  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0599
 FG0599                         *CURRENT SURVEY CONTROL
 FG0599  ___________________________________________________________________
 FG0599* NAD 83(1986)-  35 51 24.     (N)    092 47 46.     (W)     SCALED    
 FG0599* NAVD 88     -       410.335  (meters)    1346.24   (feet)  ADJUSTED  
 FG0599  ___________________________________________________________________
 FG0599  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0599  DYNAMIC HT  -         409.962 (meters)    1345.02  (feet)  COMP
 FG0599  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FG0599
 FG0599  VERT ORDER  -  SECOND    CLASS 0
 FG0599
 FG0599.The horizontal coordinates were scaled from a topographic map and have
 FG0599.an estimated accuracy of +/- 6 seconds.
 FG0599
 FG0599.The orthometric height was determined by differential leveling
 FG0599.and adjusted by the National Geodetic Survey in June 1991..
 FG0599
 FG0599.The geoid height was determined by GEOID03.
 FG0599
 FG0599.The dynamic height is computed by dividing the NAVD 88
 FG0599.geopotential number by the normal gravity value computed on the
 FG0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0599.degrees latitude (g = 980.6199 gals.).
 FG0599
 FG0599.The modeled gravity was interpolated from observed gravity values.
 FG0599
 FG0599;                    North         East    Units  Estimated Accuracy
 FG0599;SPC AR N     -   169,290.      328,100.      MT  (+/- 180 meters Scaled)
 FG0599
 FG0599                          SUPERSEDED SURVEY CONTROL
 FG0599
 FG0599  NGVD 29 (??/??/92)  410.236  (m)         1345.92   (f) ADJ UNCH    2 0
 FG0599
 FG0599.Superseded values are not recommended for survey control.
 FG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0599.See file dsdata.txt to determine how the superseded data were derived.
 FG0599
 FG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV184680(NAD 83)
 FG0599_MARKER: DB = BENCH MARK DISK
 FG0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0599_STAMPING: P 149 1935
 FG0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0599+STABILITY: SURFACE MOTION
 FG0599
 FG0599  HISTORY     - Date     Condition        Report By
 FG0599  HISTORY     - 1935     MONUMENTED       CGS
 FG0599  HISTORY     - 1975     MARK NOT FOUND   USGS
 FG0599
 FG0599                          STATION DESCRIPTION
 FG0599
 FG0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0599'1.7 MI N FROM BEAR CREEK.
 FG0599'1.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM BEAR CREEK, SEARCY COUNTY,
 FG0599'3 MILES WEST ALONG THE SNOWBALL ROAD, ON GRANNY MOUNTAIN RIDGE, AT THE
 FG0599'R. VILLAR BOHAMON PLACE, 600 FEET NORTHWEST OF THE NORTHWEST END OF A
 FG0599'FENCE CORNER, 200 FEET SOUTHWEST OF A KNOLL NEAR BEAR CREEK TRAIL, 150
 FG0599'FEET NORTHEAST OF RIDGE RUNNING INTO CALF CREEK VALLEY, 37 FEET
 FG0599'SOUTHEAST OF A BLACK OAK TREE, 25 FEET SOUTHWEST OF A HICKORY TREE, 12
 FG0599'FEET SOUTHWEST OF THE CENTERLINE OF THE BEAR CREEK TRAIL, AND BETWEEN
 FG0599'A SMALL OAK TREE AND A SUGAR MAPLE TREE.  A STANDARD DISK, STAMPED P
 FG0599'149 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0599
 FG0599                          STATION RECOVERY (1975)
 FG0599
 FG0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FG0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0509 ***********************************************************************
 FF0509  DESIGNATION -  P 15
 FF0509  PID         -  FF0509
 FF0509  STATE/COUNTY-  AR/ST FRANCIS
 FF0509  USGS QUAD   -  FORREST CITY (1976)
 FF0509
 FF0509                         *CURRENT SURVEY CONTROL
 FF0509  ___________________________________________________________________
 FF0509* NAD 83(1986)-  35 02 15.     (N)    090 48 16.     (W)     SCALED    
 FF0509* NAVD 88     -        74.765  (meters)     245.29   (feet)  ADJUSTED  
 FF0509  ___________________________________________________________________
 FF0509  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FF0509  DYNAMIC HT  -          74.697 (meters)     245.07  (feet)  COMP
 FF0509  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 FF0509
 FF0509  VERT ORDER  -  FIRST     CLASS II
 FF0509
 FF0509.The horizontal coordinates were scaled from a topographic map and have
 FF0509.an estimated accuracy of +/- 6 seconds.
 FF0509
 FF0509.The orthometric height was determined by differential leveling
 FF0509.and adjusted by the National Geodetic Survey in June 1991..
 FF0509
 FF0509.The geoid height was determined by GEOID03.
 FF0509
 FF0509.The dynamic height is computed by dividing the NAVD 88
 FF0509.geopotential number by the normal gravity value computed on the
 FF0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0509.degrees latitude (g = 980.6199 gals.).
 FF0509
 FF0509.The modeled gravity was interpolated from observed gravity values.
 FF0509
 FF0509;                    North         East    Units  Estimated Accuracy
 FF0509;SPC AR N     -    78,780.      509,090.      MT  (+/- 180 meters Scaled)
 FF0509
 FF0509                          SUPERSEDED SURVEY CONTROL
 FF0509
 FF0509  NGVD 29 (??/??/??)   74.745  (m)          245.23   (f) ADJUSTED    1 2
 FF0509
 FF0509.Superseded values are not recommended for survey control.
 FF0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0509.See file dsdata.txt to determine how the superseded data were derived.
 FF0509
 FF0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU002794(NAD 83)
 FF0509_MARKER: DB = BENCH MARK DISK
 FF0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0509_SP_SET: BRIDGE ABUTMENT
 FF0509_STAMPING: 245.144 P 15 1932
 FF0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0509
 FF0509  HISTORY     - Date     Condition        Report By
 FF0509  HISTORY     - 1932     MONUMENTED       CGS
 FF0509  HISTORY     - 1956     GOOD             CGS
 FF0509  HISTORY     - 1971     MARK NOT FOUND   USGS
 FF0509  HISTORY     - 20030626 GOOD             NGS
 FF0509
 FF0509                          STATION DESCRIPTION
 FF0509
 FF0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0509'2.4 MI N FROM FORREST CITY.
 FF0509'ABOUT 2.45 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0509'THE STATION AT FORREST CITY, AT A GRAVEL ROAD CROSSING, WEST AND
 FF0509'ACROSS TRACK FROM TELEPHONE POLE NO. 293/15, 39 1/2 FEET NORTH
 FF0509'OF CENTER LINE OF ROAD, 6.6 FEET WEST OF WEST RAIL, IN THE TOP
 FF0509'OF NORTHWEST CORNER OF WEST END OF BACK WALL OF SOUTH CONCRETE
 FF0509'ABUTMENT OF RAILROAD BRIDGE NO. 293.5 AND ABOUT 1 1/2 FEET BELOW
 FF0509'LEVEL OF TRACK.  NOTE-- THE BRIDGE IS BADLY CRACKED AND WOULD
 FF0509'APPEAR TO BE UNSTABLE.
 FF0509
 FF0509                          STATION RECOVERY (1971)
 FF0509
 FF0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FF0509'MARK NOT FOUND.
 FF0509
 FF0509                          STATION RECOVERY (2003)
 FF0509
 FF0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DB)
 FF0509'LOCATED IN FOREST CITY.  TO REACH, USE HWY 1 AND I 40 WESTBOUND
 FF0509'OVERPASS, GO N ON HWY 1 FOR 0.2 MI TO EATON RD ON LEFT, TURN LEFT, GO
 FF0509'WEST FOR 0.4 MI TO SANYO RD, TURN LEFT, GO S FOR 0.15 MI TO ELDRIDGE
 FF0509'RD, TURN RIGHT, GO W FOR 0.3 MI TO RR TRACKS AND MARK ON RIGHT.  MARK
 FF0509'IS 57.5 FT N OF ELDRIDGE RD, 6.6 FT W OF W RAIL, AND ON SW CORNER OF
 FF0509'RR BRIDGE.  THERE IS A BADLY CRACKED CONCRETE WALL ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0134 ***********************************************************************
 GF0134  DESIGNATION -  P 15
 GF0134  PID         -  GF0134
 GF0134  STATE/COUNTY-  AR/MARION
 GF0134  USGS QUAD   -  COTTER SW (1972)
 GF0134
 GF0134                         *CURRENT SURVEY CONTROL
 GF0134  ___________________________________________________________________
 GF0134* NAD 83(1986)-  36 16 08.     (N)    092 39 31.     (W)     SCALED    
 GF0134* NAVD 88     -       242.030  (meters)     794.06   (feet)  ADJUSTED  
 GF0134  ___________________________________________________________________
 GF0134  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0134  DYNAMIC HT  -         241.821 (meters)     793.37  (feet)  COMP
 GF0134  MODELED GRAV-     979,762.2   (mgal)                       NAVD 88
 GF0134
 GF0134  VERT ORDER  -  SECOND    CLASS 0
 GF0134
 GF0134.The horizontal coordinates were scaled from a topographic map and have
 GF0134.an estimated accuracy of +/- 6 seconds.
 GF0134
 GF0134.The orthometric height was determined by differential leveling
 GF0134.and adjusted by the National Geodetic Survey in June 1991..
 GF0134
 GF0134.The geoid height was determined by GEOID03.
 GF0134
 GF0134.The dynamic height is computed by dividing the NAVD 88
 GF0134.geopotential number by the normal gravity value computed on the
 GF0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0134.degrees latitude (g = 980.6199 gals.).
 GF0134
 GF0134.The modeled gravity was interpolated from observed gravity values.
 GF0134
 GF0134;                    North         East    Units  Estimated Accuracy
 GF0134;SPC AR N     -   214,940.      340,820.      MT  (+/- 180 meters Scaled)
 GF0134
 GF0134                          SUPERSEDED SURVEY CONTROL
 GF0134
 GF0134  NGVD 29 (??/??/92)  241.914  (m)          793.68   (f) ADJ UNCH    2 0
 GF0134
 GF0134.Superseded values are not recommended for survey control.
 GF0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0134.See file dsdata.txt to determine how the superseded data were derived.
 GF0134
 GF0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA306138(NAD 83)
 GF0134_MARKER: DB = BENCH MARK DISK
 GF0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0134_STAMPING: P-15 1934
 GF0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0134+STABILITY: SURFACE MOTION
 GF0134
 GF0134  HISTORY     - Date     Condition        Report By
 GF0134  HISTORY     - 1934     MONUMENTED       CGS
 GF0134
 GF0134                          STATION DESCRIPTION
 GF0134
 GF0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0134'2.2 MI E FROM YELLVILLE.
 GF0134'AT THE GRADE CROSSING AT POLE 390, 47 FEET EAST OF POLE 390,
 GF0134'35 FEET NORTH OF THE INTERSECTION OF CENTERLINES OF RAILROAD
 GF0134'AND GRADE CROSSING, 20 FEET NORTHWEST OF RAILROAD CENTERLINE,
 GF0134'2.2 FEET SOUTHWEST OF GRADE CROSSING FENCE, TABLET SET IN
 GF0134'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0621 ***********************************************************************
 FG0621  DESIGNATION -  P 150
 FG0621  PID         -  FG0621
 FG0621  STATE/COUNTY-  AR/SEARCY
 FG0621  USGS QUAD   -  CANAAN (1980)
 FG0621
 FG0621                         *CURRENT SURVEY CONTROL
 FG0621  ___________________________________________________________________
 FG0621* NAD 83(1986)-  35 51 42.     (N)    092 39 15.     (W)     SCALED    
 FG0621* NAVD 88     -       439.751  (meters)    1442.75   (feet)  ADJUSTED  
 FG0621  ___________________________________________________________________
 FG0621  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0621  DYNAMIC HT  -         439.342 (meters)    1441.41  (feet)  COMP
 FG0621  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 FG0621
 FG0621  VERT ORDER  -  SECOND    CLASS 0
 FG0621
 FG0621.The horizontal coordinates were scaled from a topographic map and have
 FG0621.an estimated accuracy of +/- 6 seconds.
 FG0621
 FG0621.The orthometric height was determined by differential leveling
 FG0621.and adjusted by the National Geodetic Survey in June 1991..
 FG0621
 FG0621.The geoid height was determined by GEOID03.
 FG0621
 FG0621.The dynamic height is computed by dividing the NAVD 88
 FG0621.geopotential number by the normal gravity value computed on the
 FG0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0621.degrees latitude (g = 980.6199 gals.).
 FG0621
 FG0621.The modeled gravity was interpolated from observed gravity values.
 FG0621
 FG0621;                    North         East    Units  Estimated Accuracy
 FG0621;SPC AR N     -   169,750.      340,920.      MT  (+/- 180 meters Scaled)
 FG0621
 FG0621                          SUPERSEDED SURVEY CONTROL
 FG0621
 FG0621  NGVD 29 (??/??/92)  439.637  (m)         1442.38   (f) ADJ UNCH    2 0
 FG0621
 FG0621.Superseded values are not recommended for survey control.
 FG0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0621.See file dsdata.txt to determine how the superseded data were derived.
 FG0621
 FG0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV312686(NAD 83)
 FG0621_MARKER: DB = BENCH MARK DISK
 FG0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0621_STAMPING: P 150 1935
 FG0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0621+STABILITY: SURFACE MOTION
 FG0621
 FG0621  HISTORY     - Date     Condition        Report By
 FG0621  HISTORY     - 1935     MONUMENTED       CGS
 FG0621
 FG0621                          STATION DESCRIPTION
 FG0621
 FG0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0621'3.3 MI NE FROM WATTS.
 FG0621'3.3 MILES NORTHEAST ALONG THE RED RIVER ROAD FROM THE JUNCTION OF THE
 FG0621'SHADY GROVE ROAD AT WATTS, SEARCY COUNTY, 66 FEET WEST OF THE
 FG0621'CENTERLINE OF THE ROAD, 54 FEET WEST OF THE JUNCTION OF RED RIVER ROAD
 FG0621'AND A PRIVATE ROAD LEADING SOUTHWEST, 15 FEET NORTH OF THE CENTERLINE
 FG0621'OF THE PRIVATE ROAD, AND 5 FEET NORTH OF A BLAZED 18-INCH ELM TREE. A
 FG0621'STANDARD DISK, STAMPED P 150 1935 AND SET IN THE TOP OF A CONCRETE
 FG0621'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0428 ***********************************************************************
 DL0428  DESIGNATION -  P 151
 DL0428  PID         -  DL0428
 DL0428  STATE/COUNTY-  AR/CLARK
 DL0428  USGS QUAD   -  GURDON (1970)
 DL0428
 DL0428                         *CURRENT SURVEY CONTROL
 DL0428  ___________________________________________________________________
 DL0428* NAD 83(1986)-  33 58 47.     (N)    093 10 57.     (W)     SCALED    
 DL0428* NAVD 88     -        67.626  (meters)     221.87   (feet)  ADJUSTED  
 DL0428  ___________________________________________________________________
 DL0428  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL0428  DYNAMIC HT  -          67.558 (meters)     221.65  (feet)  COMP
 DL0428  MODELED GRAV-     979,626.6   (mgal)                       NAVD 88
 DL0428
 DL0428  VERT ORDER  -  SECOND    CLASS 0
 DL0428
 DL0428.The horizontal coordinates were scaled from a topographic map and have
 DL0428.an estimated accuracy of +/- 6 seconds.
 DL0428
 DL0428.The orthometric height was determined by differential leveling
 DL0428.and adjusted by the National Geodetic Survey in June 1991..
 DL0428
 DL0428.The geoid height was determined by GEOID03.
 DL0428
 DL0428.The dynamic height is computed by dividing the NAVD 88
 DL0428.geopotential number by the normal gravity value computed on the
 DL0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0428.degrees latitude (g = 980.6199 gals.).
 DL0428
 DL0428.The modeled gravity was interpolated from observed gravity values.
 DL0428
 DL0428;                    North         East    Units  Estimated Accuracy
 DL0428;SPC AR S     -   546,270.      290,740.      MT  (+/- 180 meters Scaled)
 DL0428
 DL0428                          SUPERSEDED SURVEY CONTROL
 DL0428
 DL0428  NGVD 29 (??/??/92)   67.633  (m)          221.89   (f) ADJ UNCH    2 0
 DL0428
 DL0428.Superseded values are not recommended for survey control.
 DL0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0428.See file dsdata.txt to determine how the superseded data were derived.
 DL0428
 DL0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT831599(NAD 83)
 DL0428_MARKER: DB = BENCH MARK DISK
 DL0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0428_STAMPING: P 151 1935
 DL0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0428+STABILITY: SURFACE MOTION
 DL0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0428+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 DL0428
 DL0428  HISTORY     - Date     Condition        Report By
 DL0428  HISTORY     - 1935     MONUMENTED       CGS
 DL0428  HISTORY     - 1962     GOOD             NGS
 DL0428  HISTORY     - 1964     GOOD             NGS
 DL0428  HISTORY     - 20050201 GOOD             ARHD
 DL0428
 DL0428                          STATION DESCRIPTION
 DL0428
 DL0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL0428'4.7 MI NW FROM GURDON.
 DL0428'LOCATED 0.9 MILE NORTH ALONG U.S. HIGHWAY 67 FROM GURDON, THENCE 3.8
 DL0428'MILES NORTHWEST ALONG STATE HIGHWAY 53, TO THE MARK ON THE RIGHT ON
 DL0428'PROPERTY OWNED BY MR. MARVIN BETTIS, 175 FEET NORTHEAST OF THE CENTER
 DL0428'OF THE ROAD, 84.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 DL0428'CONCRETE SLAB OF THE CAR PORT WHICH IS ON THE WEST SIDE OF THE HOUSE,
 DL0428'6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD SHED, 12 FEET
 DL0428'SOUTHEAST OF A FENCE AND ACROSS THE ROAD FROM A ROAD LEADING
 DL0428'SOUTHWEST.  IT IS A STANDARD DISK, STAMPED P 151 1935 SET IN THE TOP
 DL0428'OF A 6-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 DL0428
 DL0428                          STATION RECOVERY (1964)
 DL0428
 DL0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0428'RECOVERED IN GOOD CONDITION.
 DL0428
 DL0428                          STATION RECOVERY (2005)
 DL0428
 DL0428'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 DL0428'RECOVERED AS DESCRIBED, GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0678 ***********************************************************************
 EJ0678  DESIGNATION -  P 152
 EJ0678  PID         -  EJ0678
 EJ0678  STATE/COUNTY-  AR/HOT SPRING
 EJ0678  USGS QUAD   -  DONALDSON (1984)
 EJ0678
 EJ0678                         *CURRENT SURVEY CONTROL
 EJ0678  ___________________________________________________________________
 EJ0678* NAD 83(1986)-  34 10 12.     (N)    092 58 46.     (W)     SCALED    
 EJ0678* NAVD 88     -        61.159  (meters)     200.65   (feet)  ADJUSTED  
 EJ0678  ___________________________________________________________________
 EJ0678  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EJ0678  DYNAMIC HT  -          61.099 (meters)     200.46  (feet)  COMP
 EJ0678  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 EJ0678
 EJ0678  VERT ORDER  -  FIRST     CLASS II
 EJ0678
 EJ0678.The horizontal coordinates were scaled from a topographic map and have
 EJ0678.an estimated accuracy of +/- 6 seconds.
 EJ0678
 EJ0678.The orthometric height was determined by differential leveling
 EJ0678.and adjusted by the National Geodetic Survey in June 1991..
 EJ0678
 EJ0678.The geoid height was determined by GEOID03.
 EJ0678
 EJ0678.The dynamic height is computed by dividing the NAVD 88
 EJ0678.geopotential number by the normal gravity value computed on the
 EJ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0678.degrees latitude (g = 980.6199 gals.).
 EJ0678
 EJ0678.The modeled gravity was interpolated from observed gravity values.
 EJ0678
 EJ0678;                    North         East    Units  Estimated Accuracy
 EJ0678;SPC AR S     -   567,170.      309,700.      MT  (+/- 180 meters Scaled)
 EJ0678
 EJ0678                          SUPERSEDED SURVEY CONTROL
 EJ0678
 EJ0678  NGVD 29 (??/??/92)   61.176  (m)          200.71   (f) ADJ UNCH    1 2
 EJ0678
 EJ0678.Superseded values are not recommended for survey control.
 EJ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0678.See file dsdata.txt to determine how the superseded data were derived.
 EJ0678
 EJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT018810(NAD 83)
 EJ0678_MARKER: DB = BENCH MARK DISK
 EJ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0678_STAMPING: P-152 1935
 EJ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0678+STABILITY: SURFACE MOTION
 EJ0678
 EJ0678  HISTORY     - Date     Condition        Report By
 EJ0678  HISTORY     - 1935     MONUMENTED       CGS
 EJ0678  HISTORY     - 1964     GOOD             USGS
 EJ0678
 EJ0678                          STATION DESCRIPTION
 EJ0678
 EJ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0678'5.6 MI SW FROM DONALDSON.
 EJ0678'5.6 MILES SOUTHWEST OF, ALONG THE M.P. RAILROAD FROM RY. STATION.  AT
 EJ0678'THE NORTH END OF THE WITHERSPOON SIDE TRACK.  106.3 FEET SOUTH OF THE
 EJ0678'SOUTHEAST CORNER OF CONCRETE BASE OF SEMAPHORE 405.4.  92.2 FEET EAST
 EJ0678'OF POLE 405+11.  83.6 FEET NORTHEAST OF SWITCH STAND.  52 FEET
 EJ0678'SOUTHEAST OF THE RAILROAD CENTERLINE.  2 FEET NORTHWEST OF R/W FENCE.
 EJ0678'TABLET SET IN PRECAST CONCRETE POST.  NOTE-- A WHITE WITNESS POST WAS
 EJ0678'PLACED 1 FT SE OF CONCRETE POST.
 EJ0678
 EJ0678                          STATION RECOVERY (1964)
 EJ0678
 EJ0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EJ0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0809 ***********************************************************************
 FG0809  DESIGNATION -  P 156
 FG0809  PID         -  FG0809
 FG0809  STATE/COUNTY-  AR/NEWTON
 FG0809  USGS QUAD   -  BOXLEY (1975)
 FG0809
 FG0809                         *CURRENT SURVEY CONTROL
 FG0809  ___________________________________________________________________
 FG0809* NAD 83(1986)-  35 57 10.     (N)    093 24 03.     (W)     SCALED    
 FG0809* NAVD 88     -       342.513  (meters)    1123.73   (feet)  ADJUSTED  
 FG0809  ___________________________________________________________________
 FG0809  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0809  DYNAMIC HT  -         342.190 (meters)    1122.67  (feet)  COMP
 FG0809  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 FG0809
 FG0809  VERT ORDER  -  SECOND    CLASS 0
 FG0809
 FG0809.The horizontal coordinates were scaled from a topographic map and have
 FG0809.an estimated accuracy of +/- 6 seconds.
 FG0809
 FG0809.The orthometric height was determined by differential leveling
 FG0809.and adjusted by the National Geodetic Survey in June 1991..
 FG0809
 FG0809.The geoid height was determined by GEOID03.
 FG0809
 FG0809.The dynamic height is computed by dividing the NAVD 88
 FG0809.geopotential number by the normal gravity value computed on the
 FG0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0809.degrees latitude (g = 980.6199 gals.).
 FG0809
 FG0809.The modeled gravity was interpolated from observed gravity values.
 FG0809
 FG0809;                    North         East    Units  Estimated Accuracy
 FG0809;SPC AR N     -   180,570.      273,630.      MT  (+/- 180 meters Scaled)
 FG0809
 FG0809                          SUPERSEDED SURVEY CONTROL
 FG0809
 FG0809  NGVD 29 (??/??/92)  342.411  (m)         1123.39   (f) ADJ UNCH    2 0
 FG0809
 FG0809.Superseded values are not recommended for survey control.
 FG0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0809.See file dsdata.txt to determine how the superseded data were derived.
 FG0809
 FG0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV638787(NAD 83)
 FG0809_MARKER: DB = BENCH MARK DISK
 FG0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0809_STAMPING: P 156 1935
 FG0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0809+STABILITY: SURFACE MOTION
 FG0809
 FG0809  HISTORY     - Date     Condition        Report By
 FG0809  HISTORY     - 1935     MONUMENTED       CGS
 FG0809
 FG0809                          STATION DESCRIPTION
 FG0809
 FG0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0809'2 MI S FROM BOXLEY.
 FG0809'2 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT BOXLEY,
 FG0809'NEWTON COUNTY, 450 FEET SOUTHEAST OF A SWAMILL, 150 FEET NORTHEAST OF
 FG0809'THE NORTHEAST BANK OF BUFFALO RIVER, 49 FEET SOUTHWEST OF THE
 FG0809'CENTERLINE OF THE HIGHWAY, 82 FEET SOUTHWEST OF A FENCE PARALLEL TO
 FG0809'THE HIGHWAY, AND 9 FEET EAST OF A 10-INCH WALNUT TREE.  A STANDARD
 FG0809'DISK, STAMPED P 156 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0554 ***********************************************************************
 GF0554  DESIGNATION -  P 157
 GF0554  PID         -  GF0554
 GF0554  STATE/COUNTY-  AR/MADISON
 GF0554  USGS QUAD   -  ROCKHOUSE (1972)
 GF0554
 GF0554                         *CURRENT SURVEY CONTROL
 GF0554  ___________________________________________________________________
 GF0554* NAD 83(1986)-  36 16 55.     (N)    093 40 23.     (W)     SCALED    
 GF0554* NAVD 88     -       351.562  (meters)    1153.42   (feet)  ADJUSTED  
 GF0554  ___________________________________________________________________
 GF0554  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GF0554  DYNAMIC HT  -         351.248 (meters)    1152.39  (feet)  COMP
 GF0554  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 GF0554
 GF0554  VERT ORDER  -  SECOND    CLASS 0
 GF0554
 GF0554.The horizontal coordinates were scaled from a topographic map and have
 GF0554.an estimated accuracy of +/- 6 seconds.
 GF0554
 GF0554.The orthometric height was determined by differential leveling
 GF0554.and adjusted by the National Geodetic Survey in June 1991..
 GF0554
 GF0554.The geoid height was determined by GEOID03.
 GF0554
 GF0554.The dynamic height is computed by dividing the NAVD 88
 GF0554.geopotential number by the normal gravity value computed on the
 GF0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0554.degrees latitude (g = 980.6199 gals.).
 GF0554
 GF0554.The modeled gravity was interpolated from observed gravity values.
 GF0554
 GF0554;                    North         East    Units  Estimated Accuracy
 GF0554;SPC AR N     -   217,470.      249,700.      MT  (+/- 180 meters Scaled)
 GF0554
 GF0554                          SUPERSEDED SURVEY CONTROL
 GF0554
 GF0554  NGVD 29 (??/??/92)  351.424  (m)         1152.96   (f) ADJ UNCH    2 0
 GF0554
 GF0554.Superseded values are not recommended for survey control.
 GF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0554.See file dsdata.txt to determine how the superseded data were derived.
 GF0554
 GF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA395154(NAD 83)
 GF0554_MARKER: DB = BENCH MARK DISK
 GF0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0554_STAMPING: P 157 1935
 GF0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0554+STABILITY: SURFACE MOTION
 GF0554
 GF0554  HISTORY     - Date     Condition        Report By
 GF0554  HISTORY     - 1935     MONUMENTED       CGS
 GF0554  HISTORY     - 1987     GOOD             USPSQD
 GF0554
 GF0554                          STATION DESCRIPTION
 GF0554
 GF0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0554'AT ROCKHOUSE.
 GF0554'AT ROCKHOUSE, MADISON COUNTY, 400 FEET SOUTHWEST OF THE POST
 GF0554'OFFICE, 150 FEET WEST OF A GASOLINE PUMP, 120 FEET NORTHWEST
 GF0554'OF A ROAD JUNCTION, 50 FEET SOUTHWEST OF THE CENTERLINE OF
 GF0554'THE ROCKHOUSE-CABANAL ROAD, AND 10 FEET NORTHEAST OF A 12-INCH
 GF0554'OAK TREE.  A STANDARD DISK, STAMPED P 157 1935 AND SET IN THE
 GF0554'TOP OF A CONCRETE POST.
 GF0554
 GF0554                          STATION RECOVERY (1987)
 GF0554
 GF0554'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0613 ***********************************************************************
 GF0613  DESIGNATION -  P 158 RESET
 GF0613  PID         -  GF0613
 GF0613  STATE/COUNTY-  AR/CARROLL
 GF0613  USGS QUAD   -  GREEN FOREST (1972)
 GF0613
 GF0613                         *CURRENT SURVEY CONTROL
 GF0613  ___________________________________________________________________
 GF0613* NAD 83(1986)-  36 17 00.     (N)    093 27 31.     (W)     SCALED    
 GF0613* NAVD 88     -       409.32   (meters)    1342.9    (feet)  RESET     
 GF0613  ___________________________________________________________________
 GF0613  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GF0613
 GF0613  VERT ORDER  -  THIRD
 GF0613
 GF0613.The horizontal coordinates were scaled from a topographic map and have
 GF0613.an estimated accuracy of +/- 6 seconds.
 GF0613
 GF0613.The orthometric height was computed from unverified reset data.
 GF0613
 GF0613.The geoid height was determined by GEOID03.
 GF0613
 GF0613;                    North         East    Units  Estimated Accuracy
 GF0613;SPC AR N     -   217,320.      268,960.      MT  (+/- 180 meters Scaled)
 GF0613
 GF0613                          SUPERSEDED SURVEY CONTROL
 GF0613
 GF0613.No superseded survey control is available for this station.
 GF0613
 GF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA588154(NAD 83)
 GF0613_MARKER: DB = BENCH MARK DISK
 GF0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0613_STAMPING: P 158 RESET 1962
 GF0613_PROJECTION: PROJECTING 5 CENTIMETERS
 GF0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0613+STABILITY: SURFACE MOTION
 GF0613
 GF0613  HISTORY     - Date     Condition        Report By
 GF0613  HISTORY     - 1962     MONUMENTED       CGS
 GF0613  HISTORY     - 1987     GOOD             USPSQD
 GF0613
 GF0613                          STATION DESCRIPTION
 GF0613
 GF0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GF0613'5.15 MI SOUTH FROM GREEN FOREST.
 GF0613'1.35 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN GREEN
 GF0613'FOREST, THENCE 3.8 MILES SOUTH ALONG STATE HIGHWAY 103, ACROSS THE
 GF0613'HIGHWAY FROM THE HOUSE OF CLARENCE CHANEY, 49 FEET EAST OF THE
 GF0613'CENTERLINE OF STATE HIGHWAY 103 AT STATION 50+42, 1 FOOT WEST OF A
 GF0613'FENCELINE, 139 FEET EAST OF THE NORTHEAST CORNER OF THE CHANEY HOUSE,
 GF0613'80 FEET SOUTH OF A 2 FOOT LOCUST TREE, 58 FEET SOUTH OF THE EAST END
 GF0613'OF A BOX CULVERT, AND 26 FEET SOUTH OF A FENCE CORNER.
 GF0613
 GF0613                          STATION RECOVERY (1987)
 GF0613
 GF0613'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0391 ***********************************************************************
 GF0391  DESIGNATION -  P 159 RESET
 GF0391  PID         -  GF0391
 GF0391  STATE/COUNTY-  AR/BOONE
 GF0391  USGS QUAD   -  OSAGE NE (1968)
 GF0391
 GF0391                         *CURRENT SURVEY CONTROL
 GF0391  ___________________________________________________________________
 GF0391* NAD 83(1986)-  36 08 34.     (N)    093 15 19.     (W)     SCALED    
 GF0391* NAVD 88     -       660.30   (meters)    2166.3    (feet)  RESET     
 GF0391  ___________________________________________________________________
 GF0391  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GF0391
 GF0391  VERT ORDER  -  THIRD
 GF0391
 GF0391.The horizontal coordinates were scaled from a topographic map and have
 GF0391.an estimated accuracy of +/- 6 seconds.
 GF0391
 GF0391.The orthometric height was computed from unverified reset data.
 GF0391
 GF0391.The geoid height was determined by GEOID03.
 GF0391
 GF0391;                    North         East    Units  Estimated Accuracy
 GF0391;SPC AR N     -   201,470.      287,030.      MT  (+/- 180 meters Scaled)
 GF0391
 GF0391                          SUPERSEDED SURVEY CONTROL
 GF0391
 GF0391.No superseded survey control is available for this station.
 GF0391
 GF0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV770998(NAD 83)
 GF0391_MARKER: DB = BENCH MARK DISK
 GF0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0391_STAMPING: P 159 RESET 1959
 GF0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0391+STABILITY: SURFACE MOTION
 GF0391
 GF0391  HISTORY     - Date     Condition        Report By
 GF0391  HISTORY     - 1959     MONUMENTED       CGS
 GF0391
 GF0391                          STATION DESCRIPTION
 GF0391
 GF0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GF0391'12.6 MI SW FROM HARRISON.
 GF0391'THE MARK IS LOCATED 1.05 MILE SOUTHWEST ALONG STATE HIGHWAY
 GF0391'7 FROM THE COURTHOUSE AT HARRISON, THENCE SOUTHWEST ALONG STATE
 GF0391'HIGHWAY 43 FOR 5.25 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE
 GF0391'SOUTHWEST ON STATE HIGHWAY 43 FOR 6.3 MILES TO THE ROBERT E.
 GF0391'BENTON FARMHOUSE AND THE MARK ON THE LEFT.  IT IS 40 FEET SOUTH
 GF0391'OF THE CENTERLINE OF STATE HIGHWAY 43, 6 FEET EAST OF THE CENTER
 GF0391'OF A TRACK ROAD LEADING SOUTH TO THE BACK OF THE BENTON HOUSE,
 GF0391'45.5 FEET NORTH-NORTHEAST OF A 2-FOOT POST OAK TREE EAST OF THE
 GF0391'HOUSE, 28.5 FEET EAST OF A 2-FOOT OAK TREE IN FRONT OF THE HOUSE,
 GF0391'42.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 2
 GF0391'FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, 35
 GF0391'FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE
 GF0391'AND 1 FOOT SOUTH OF A METAL WITNESS POST BEARING A WHITE SIGN,
 GF0391'SET IN CONCRETE AND PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0920 ***********************************************************************
 FF0920  DESIGNATION -  P 16
 FF0920  PID         -  FF0920
 FF0920  STATE/COUNTY-  AR/JACKSON
 FF0920  USGS QUAD   -  AUVERGNE (1981)
 FF0920
 FF0920                         *CURRENT SURVEY CONTROL
 FF0920  ___________________________________________________________________
 FF0920* NAD 83(1986)-  35 36 27.     (N)    091 10 48.     (W)     SCALED    
 FF0920* NAVD 88     -        71.981  (meters)     236.16   (feet)  ADJUSTED  
 FF0920  ___________________________________________________________________
 FF0920  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF0920  DYNAMIC HT  -          71.918 (meters)     235.95  (feet)  COMP
 FF0920  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 FF0920
 FF0920  VERT ORDER  -  SECOND    CLASS 0
 FF0920
 FF0920.The horizontal coordinates were scaled from a topographic map and have
 FF0920.an estimated accuracy of +/- 6 seconds.
 FF0920
 FF0920.The orthometric height was determined by differential leveling
 FF0920.and adjusted by the National Geodetic Survey in June 1991..
 FF0920
 FF0920.The geoid height was determined by GEOID03.
 FF0920
 FF0920.The dynamic height is computed by dividing the NAVD 88
 FF0920.geopotential number by the normal gravity value computed on the
 FF0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0920.degrees latitude (g = 980.6199 gals.).
 FF0920
 FF0920.The modeled gravity was interpolated from observed gravity values.
 FF0920
 FF0920;                    North         East    Units  Estimated Accuracy
 FF0920;SPC AR N     -   141,670.      474,290.      MT  (+/- 180 meters Scaled)
 FF0920
 FF0920                          SUPERSEDED SURVEY CONTROL
 FF0920
 FF0920  NGVD 29 (??/??/??)   71.918  (m)          235.95   (f) ADJUSTED    2 0
 FF0920
 FF0920.Superseded values are not recommended for survey control.
 FF0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0920.See file dsdata.txt to determine how the superseded data were derived.
 FF0920
 FF0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV648419(NAD 83)
 FF0920_MARKER: DB = BENCH MARK DISK
 FF0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0920_STAMPING: 235.951 P 16 1932
 FF0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0920+STABILITY: SURFACE MOTION
 FF0920
 FF0920  HISTORY     - Date     Condition        Report By
 FF0920  HISTORY     - 1932     MONUMENTED       CGS
 FF0920  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF0920
 FF0920                          STATION DESCRIPTION
 FF0920
 FF0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FF0920'5.5 MI SE FROM NEWPORT.
 FF0920'ABOUT 5-1/2 MILES SOUTHEAST ALONG STATE HIGHWAY 14 FROM NEWPOST,
 FF0920'JACKSON COUNTY, AT A RIGHT-ANGLE TURN IN THE HIGHWAY (THE HIGHWAY
 FF0920'TURNS SOUTH), 90 FEET SOUTH OF THE JUNCTION OF A COUNTY ROAD
 FF0920'LEADING EAST, 88 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FF0920'72 FEET SOUTH OF THE CENTER OF A GATE TO A SMALL HOUSE, AND IN
 FF0920'THE SOUTHWEST CORNER OF THE PROPERTY FENCE.  A STANDARD DISK,
 FF0920'STAMPED 235.951 P 16 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FF0920
 FF0920                          STATION RECOVERY (1964)
 FF0920
 FF0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0064 ***********************************************************************
 GF0064  DESIGNATION -  P 16
 GF0064  PID         -  GF0064
 GF0064  STATE/COUNTY-  AR/IZARD
 GF0064  USGS QUAD   -  CALICO ROCK (1964)
 GF0064
 GF0064                         *CURRENT SURVEY CONTROL
 GF0064  ___________________________________________________________________
 GF0064* NAD 83(1986)-  36 06 21.     (N)    092 10 18.     (W)     SCALED    
 GF0064* NAVD 88     -       113.271  (meters)     371.62   (feet)  ADJUSTED  
 GF0064  ___________________________________________________________________
 GF0064  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GF0064  DYNAMIC HT  -         113.175 (meters)     371.31  (feet)  COMP
 GF0064  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 GF0064
 GF0064  VERT ORDER  -  SECOND    CLASS 0
 GF0064
 GF0064.The horizontal coordinates were scaled from a topographic map and have
 GF0064.an estimated accuracy of +/- 6 seconds.
 GF0064
 GF0064.The orthometric height was determined by differential leveling
 GF0064.and adjusted by the National Geodetic Survey in June 1991..
 GF0064
 GF0064.The geoid height was determined by GEOID03.
 GF0064
 GF0064.The dynamic height is computed by dividing the NAVD 88
 GF0064.geopotential number by the normal gravity value computed on the
 GF0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0064.degrees latitude (g = 980.6199 gals.).
 GF0064
 GF0064.The modeled gravity was interpolated from observed gravity values.
 GF0064
 GF0064;                    North         East    Units  Estimated Accuracy
 GF0064;SPC AR N     -   196,660.      384,540.      MT  (+/- 180 meters Scaled)
 GF0064
 GF0064                          SUPERSEDED SURVEY CONTROL
 GF0064
 GF0064  NGVD 29 (??/??/92)  113.170  (m)          371.29   (f) ADJ UNCH    2 0
 GF0064
 GF0064.Superseded values are not recommended for survey control.
 GF0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0064.See file dsdata.txt to determine how the superseded data were derived.
 GF0064
 GF0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV745960(NAD 83)
 GF0064_MARKER: DB = BENCH MARK DISK
 GF0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0064_STAMPING: P-16 1934
 GF0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0064+STABILITY: SURFACE MOTION
 GF0064
 GF0064  HISTORY     - Date     Condition        Report By
 GF0064  HISTORY     - 1934     MONUMENTED       CGS
 GF0064
 GF0064                          STATION DESCRIPTION
 GF0064
 GF0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0064'1.9 MI NW FROM CALICO ROCK.
 GF0064'23 FEET NORTHEAST OF POLE 343-10, 7 FEET EAST OF CENTER OF GATE
 GF0064'AT NORTH SIDE OF RAILROAD, 48.7 FEET NORTH OF INTERSECTION OF
 GF0064'CENTERLINES OF RAILROAD AND GRADE CROSSING, 47.7 FEET NORTH OF
 GF0064'MISSOURI PACIFIC R.R. CENTERLINE, 2 FEET SOUTH OF R/W FENCE.
 GF0064'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1295 ***********************************************************************
 EJ1295  DESIGNATION -  P 162 RESET
 EJ1295  PID         -  EJ1295
 EJ1295  STATE/COUNTY-  AR/GARLAND
 EJ1295  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1295
 EJ1295                         *CURRENT SURVEY CONTROL
 EJ1295  ___________________________________________________________________
 EJ1295* NAD 83(1986)-  34 28 15.     (N)    093 14 50.     (W)     SCALED    
 EJ1295* NAVD 88     -       138.11   (meters)     453.1    (feet)  RESET     
 EJ1295  ___________________________________________________________________
 EJ1295  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EJ1295
 EJ1295  VERT ORDER  -  THIRD
 EJ1295
 EJ1295.The horizontal coordinates were scaled from a topographic map and have
 EJ1295.an estimated accuracy of +/- 6 seconds.
 EJ1295
 EJ1295.The orthometric height was computed from unverified reset data.
 EJ1295
 EJ1295.The geoid height was determined by GEOID03.
 EJ1295
 EJ1295;                    North         East    Units  Estimated Accuracy
 EJ1295;SPC AR S     -   600,810.      285,420.      MT  (+/- 180 meters Scaled)
 EJ1295
 EJ1295                          SUPERSEDED SURVEY CONTROL
 EJ1295
 EJ1295.No superseded survey control is available for this station.
 EJ1295
 EJ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU772143(NAD 83)
 EJ1295_MARKER: DB = BENCH MARK DISK
 EJ1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1295_SP_SET: CULVERT
 EJ1295_STAMPING: P 162 1935 RESET 1967
 EJ1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1295
 EJ1295  HISTORY     - Date     Condition        Report By
 EJ1295  HISTORY     - 1967     MONUMENTED       CGS
 EJ1295
 EJ1295                          STATION DESCRIPTION
 EJ1295
 EJ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EJ1295'9.6 MI N FROM PEARCY.
 EJ1295'LOCATED 5.4 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM PEARCY, THENCE
 EJ1295'4.2 MILES NORTHWEST ALONG THE CRYSTAL SPRINGS ROAD, 0.8 MILE NORTHWEST
 EJ1295'OF A CONCRETE BRIDGE OVER MAZARN CREEK, ACROSS THE HIGHWAY FROM THE
 EJ1295'ANTIOCH CHURCH, 500 FEET NORTHWEST OF THE JUNCTION OF THE COUNTY ROAD
 EJ1295'AND A ROAD LEADING SOUTHWEST (THE CHURCH IS IN THE FORKS. IT IS 40
 EJ1295'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 51 FEET NORTHEAST OF THE
 EJ1295'NORTH END OF A 24-INCH CULVERT UNDER THE HIGHWAY, 1 FOOT SOUTH OF A
 EJ1295'FENCE LINE, AND 1 FOOT NORTH OF A METAL WITNESS POST. IT IS A STANDARD
 EJ1295'DISK, STAMPED P 162 1935 RESET 1967, PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1494 ***********************************************************************
 EJ1494  DESIGNATION -  P 163
 EJ1494  PID         -  EJ1494
 EJ1494  STATE/COUNTY-  AR/MONTGOMERY
 EJ1494  USGS QUAD   -  REED MOUNTAIN (1986)
 EJ1494
 EJ1494                         *CURRENT SURVEY CONTROL
 EJ1494  ___________________________________________________________________
 EJ1494* NAD 83(1986)-  34 32 04.     (N)    093 34 14.     (W)     SCALED    
 EJ1494* NAVD 88     -       210.537  (meters)     690.74   (feet)  ADJUSTED  
 EJ1494  ___________________________________________________________________
 EJ1494  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EJ1494  DYNAMIC HT  -         210.325 (meters)     690.04  (feet)  COMP
 EJ1494  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 EJ1494
 EJ1494  VERT ORDER  -  SECOND    CLASS 0
 EJ1494
 EJ1494.The horizontal coordinates were scaled from a topographic map and have
 EJ1494.an estimated accuracy of +/- 6 seconds.
 EJ1494
 EJ1494.The orthometric height was determined by differential leveling
 EJ1494.and adjusted by the National Geodetic Survey in June 1991..
 EJ1494
 EJ1494.The geoid height was determined by GEOID03.
 EJ1494
 EJ1494.The dynamic height is computed by dividing the NAVD 88
 EJ1494.geopotential number by the normal gravity value computed on the
 EJ1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1494.degrees latitude (g = 980.6199 gals.).
 EJ1494
 EJ1494.The modeled gravity was interpolated from observed gravity values.
 EJ1494
 EJ1494;                    North         East    Units  Estimated Accuracy
 EJ1494;SPC AR S     -   608,270.      255,830.      MT  (+/- 180 meters Scaled)
 EJ1494
 EJ1494                          SUPERSEDED SURVEY CONTROL
 EJ1494
 EJ1494  NGVD 29 (??/??/92)  210.486  (m)          690.57   (f) ADJ UNCH    2 0
 EJ1494
 EJ1494.Superseded values are not recommended for survey control.
 EJ1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1494.See file dsdata.txt to determine how the superseded data were derived.
 EJ1494
 EJ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU476215(NAD 83)
 EJ1494_MARKER: DB = BENCH MARK DISK
 EJ1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1494_STAMPING: P 163 1935
 EJ1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1494+STABILITY: SURFACE MOTION
 EJ1494
 EJ1494  HISTORY     - Date     Condition        Report By
 EJ1494  HISTORY     - 1935     MONUMENTED       CGS
 EJ1494  HISTORY     - 1961     GOOD             NGS
 EJ1494
 EJ1494                          STATION DESCRIPTION
 EJ1494
 EJ1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1494'4.2 MI E FROM MOUNT IDA.
 EJ1494'4.2 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE AT MOUNT
 EJ1494'IDA, MONTGOMERY COUNTY, 49 FEET NORTH OF THE NORTHWEST CORNER OF THE
 EJ1494'ARVIN WHEELER FARMHOUSE, 55 FEET SOUTH OF THE CENTER LINE OF THE
 EJ1494'HIGHWAY, 4.8 FEET SOUTH OF A 6-INCH OAK TREE, AND 1.5 FEET NORTH OF A
 EJ1494'NORTHWEST FENCE CORNER.  A STANDARD DISK, STAMPED P 163 1935 AND SET
 EJ1494'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1373 ***********************************************************************
 FF1373  DESIGNATION -  P 164
 FF1373  PID         -  FF1373
 FF1373  STATE/COUNTY-  AR/WHITE
 FF1373  USGS QUAD   -  KENSETT (1994)
 FF1373
 FF1373                         *CURRENT SURVEY CONTROL
 FF1373  ___________________________________________________________________
 FF1373* NAD 83(1986)-  35 11 27.     (N)    091 42 24.     (W)     SCALED    
 FF1373* NAVD 88     -        66.352  (meters)     217.69   (feet)  ADJUSTED  
 FF1373  ___________________________________________________________________
 FF1373  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1373  DYNAMIC HT  -          66.292 (meters)     217.49  (feet)  COMP
 FF1373  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 FF1373
 FF1373  VERT ORDER  -  FIRST     CLASS II
 FF1373
 FF1373.The horizontal coordinates were scaled from a topographic map and have
 FF1373.an estimated accuracy of +/- 6 seconds.
 FF1373
 FF1373.The orthometric height was determined by differential leveling
 FF1373.and adjusted by the National Geodetic Survey in June 1991..
 FF1373
 FF1373.The geoid height was determined by GEOID03.
 FF1373
 FF1373.The dynamic height is computed by dividing the NAVD 88
 FF1373.geopotential number by the normal gravity value computed on the
 FF1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1373.degrees latitude (g = 980.6199 gals.).
 FF1373
 FF1373.The modeled gravity was interpolated from observed gravity values.
 FF1373
 FF1373;                    North         East    Units  Estimated Accuracy
 FF1373;SPC AR N     -    95,170.      426,710.      MT  (+/- 180 meters Scaled)
 FF1373
 FF1373                          SUPERSEDED SURVEY CONTROL
 FF1373
 FF1373  NGVD 29 (??/??/??)   66.317  (m)          217.57   (f) ADJUSTED    1 2
 FF1373
 FF1373.Superseded values are not recommended for survey control.
 FF1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1373.See file dsdata.txt to determine how the superseded data were derived.
 FF1373
 FF1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU177949(NAD 83)
 FF1373_MARKER: DB = BENCH MARK DISK
 FF1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1373_STAMPING: P 164 1955
 FF1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1373+STABILITY: SURFACE MOTION
 FF1373
 FF1373  HISTORY     - Date     Condition        Report By
 FF1373  HISTORY     - 1955     MONUMENTED       CGS
 FF1373  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1373
 FF1373                          STATION DESCRIPTION
 FF1373
 FF1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1373'0.6 MI SE FROM HIGGINSON.
 FF1373'0.6 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1373'RAILROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT HIGGINSON,
 FF1373'AT A PRIVATE ROAD CROSSING, 46 FEET NORTH OF MILEPOST 33, 41
 FF1373'FEET NORTHEAST OF THE NORTHEAST RAIL, 39 FEET NORTH OF THE CENTER
 FF1373'LINE OF A PRIVATE ROAD, 7 FEET SOUTHWEST OF A FENCE, 2 FEET
 FF1373'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FF1373'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FF1373
 FF1373                          STATION RECOVERY (2003)
 FF1373
 FF1373'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1622 ***********************************************************************
 FF1622  DESIGNATION -  P 165
 FF1622  PID         -  FF1622
 FF1622  STATE/COUNTY-  AR/INDEPENDENCE
 FF1622  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1622
 FF1622                         *CURRENT SURVEY CONTROL
 FF1622  ___________________________________________________________________
 FF1622* NAD 83(1986)-  35 51 20.     (N)    091 34 03.     (W)     SCALED    
 FF1622* NAVD 88     -       158.071  (meters)     518.60   (feet)  ADJUSTED  
 FF1622  ___________________________________________________________________
 FF1622  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF1622  DYNAMIC HT  -         157.934 (meters)     518.16  (feet)  COMP
 FF1622  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 FF1622
 FF1622  VERT ORDER  -  SECOND    CLASS 0
 FF1622
 FF1622.The horizontal coordinates were scaled from a topographic map and have
 FF1622.an estimated accuracy of +/- 6 seconds.
 FF1622
 FF1622.The orthometric height was determined by differential leveling
 FF1622.and adjusted by the National Geodetic Survey in June 1991..
 FF1622
 FF1622.The geoid height was determined by GEOID03.
 FF1622
 FF1622.The dynamic height is computed by dividing the NAVD 88
 FF1622.geopotential number by the normal gravity value computed on the
 FF1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1622.degrees latitude (g = 980.6199 gals.).
 FF1622
 FF1622.The modeled gravity was interpolated from observed gravity values.
 FF1622
 FF1622;                    North         East    Units  Estimated Accuracy
 FF1622;SPC AR N     -   168,970.      439,070.      MT  (+/- 180 meters Scaled)
 FF1622
 FF1622                          SUPERSEDED SURVEY CONTROL
 FF1622
 FF1622  NGVD 29 (??/??/??)  157.998  (m)          518.37   (f) ADJUSTED    2 0
 FF1622
 FF1622.Superseded values are not recommended for survey control.
 FF1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1622.See file dsdata.txt to determine how the superseded data were derived.
 FF1622
 FF1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV293688(NAD 83)
 FF1622_MARKER: DB = BENCH MARK DISK
 FF1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1622_SP_SET: CULVERT
 FF1622_STAMPING: P 165 1955
 FF1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1622
 FF1622  HISTORY     - Date     Condition        Report By
 FF1622  HISTORY     - 1955     MONUMENTED       CGS
 FF1622
 FF1622                          STATION DESCRIPTION
 FF1622
 FF1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1622'8.2 MI NE FROM BATESVILLE.
 FF1622'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1622'AT BATESVILLE, THENCE 7.5 MILES NORTHEAST ALONG STATE HIGHWAY 11,
 FF1622'190 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD
 FF1622'LEADING NORTH, 26.3 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FF1622'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 FF1622'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0622 ***********************************************************************
 GE0622  DESIGNATION -  P 166
 GE0622  PID         -  GE0622
 GE0622  STATE/COUNTY-  AR/SHARP
 GE0622  USGS QUAD   -  ASH FLAT (1980)
 GE0622
 GE0622                         *CURRENT SURVEY CONTROL
 GE0622  ___________________________________________________________________
 GE0622* NAD 83(1986)-  36 12 43.     (N)    091 36 28.     (W)     SCALED    
 GE0622* NAVD 88     -       173.599  (meters)     569.55   (feet)  ADJUSTED  
 GE0622  ___________________________________________________________________
 GE0622  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GE0622  DYNAMIC HT  -         173.453 (meters)     569.07  (feet)  COMP
 GE0622  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 GE0622
 GE0622  VERT ORDER  -  SECOND    CLASS 0
 GE0622
 GE0622.The horizontal coordinates were scaled from a topographic map and have
 GE0622.an estimated accuracy of +/- 6 seconds.
 GE0622
 GE0622.The orthometric height was determined by differential leveling
 GE0622.and adjusted by the National Geodetic Survey in June 1991..
 GE0622
 GE0622.The geoid height was determined by GEOID03.
 GE0622
 GE0622.The dynamic height is computed by dividing the NAVD 88
 GE0622.geopotential number by the normal gravity value computed on the
 GE0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0622.degrees latitude (g = 980.6199 gals.).
 GE0622
 GE0622.The modeled gravity was interpolated from observed gravity values.
 GE0622
 GE0622;                    North         East    Units  Estimated Accuracy
 GE0622;SPC AR N     -   208,490.      435,270.      MT  (+/- 180 meters Scaled)
 GE0622
 GE0622                          SUPERSEDED SURVEY CONTROL
 GE0622
 GE0622  NGVD 29 (??/??/92)  173.496  (m)          569.21   (f) ADJ UNCH    2 0
 GE0622
 GE0622.Superseded values are not recommended for survey control.
 GE0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0622.See file dsdata.txt to determine how the superseded data were derived.
 GE0622
 GE0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA251083(NAD 83)
 GE0622_MARKER: DB = BENCH MARK DISK
 GE0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0622_SP_SET: CULVERT
 GE0622_STAMPING: P 166 1955
 GE0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0622
 GE0622  HISTORY     - Date     Condition        Report By
 GE0622  HISTORY     - 1955     MONUMENTED       CGS
 GE0622
 GE0622                          STATION DESCRIPTION
 GE0622
 GE0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0622'1.2 MI S FROM ASH FLAT.
 GE0622'1.15 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL AT
 GE0622'ASH FLAT, 0.1 MILE SOUTHWEST OF A CURVE IN THE HIGHWAY, 20 FEET
 GE0622'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 GE0622'THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0615 ***********************************************************************
 GE0615  DESIGNATION -  P 167
 GE0615  PID         -  GE0615
 GE0615  STATE/COUNTY-  AR/FULTON
 GE0615  USGS QUAD   -  STUART (1981)
 GE0615
 GE0615                         *CURRENT SURVEY CONTROL
 GE0615  ___________________________________________________________________
 GE0615* NAD 83(1986)-  36 15 20.     (N)    091 34 25.     (W)     SCALED    
 GE0615* NAVD 88     -       187.818  (meters)     616.20   (feet)  ADJUSTED  
 GE0615  ___________________________________________________________________
 GE0615  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0615  DYNAMIC HT  -         187.659 (meters)     615.68  (feet)  COMP
 GE0615  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GE0615
 GE0615  VERT ORDER  -  SECOND    CLASS 0
 GE0615
 GE0615.The horizontal coordinates were scaled from a topographic map and have
 GE0615.an estimated accuracy of +/- 6 seconds.
 GE0615
 GE0615.The orthometric height was determined by differential leveling
 GE0615.and adjusted by the National Geodetic Survey in June 1991..
 GE0615
 GE0615.The geoid height was determined by GEOID03.
 GE0615
 GE0615.The dynamic height is computed by dividing the NAVD 88
 GE0615.geopotential number by the normal gravity value computed on the
 GE0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0615.degrees latitude (g = 980.6199 gals.).
 GE0615
 GE0615.The modeled gravity was interpolated from observed gravity values.
 GE0615
 GE0615;                    North         East    Units  Estimated Accuracy
 GE0615;SPC AR N     -   213,350.      438,320.      MT  (+/- 180 meters Scaled)
 GE0615
 GE0615                          SUPERSEDED SURVEY CONTROL
 GE0615
 GE0615  NGVD 29 (??/??/92)  187.713  (m)          615.86   (f) ADJ UNCH    2 0
 GE0615
 GE0615.Superseded values are not recommended for survey control.
 GE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0615.See file dsdata.txt to determine how the superseded data were derived.
 GE0615
 GE0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA281132(NAD 83)
 GE0615_MARKER: DB = BENCH MARK DISK
 GE0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0615_SP_SET: BRIDGE
 GE0615_STAMPING: P 167 1955
 GE0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0615
 GE0615  HISTORY     - Date     Condition        Report By
 GE0615  HISTORY     - 1955     MONUMENTED       CGS
 GE0615
 GE0615                          STATION DESCRIPTION
 GE0615
 GE0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0615'3 MI NE FROM ASH FLAT.
 GE0615'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL
 GE0615'AT ASH FLAT, THENCE 2.15 MILES NORTHEAST ALONG NEW U.S. HIGHWAY
 GE0615'62, 14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 GE0615'TOP OF THE EAST END OF THE NORTH CURB OF A LARGE CONCRETE BRIDGE
 GE0615'OVER WORTHINGTON CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1197 ***********************************************************************
 EH1197  DESIGNATION -  P 168
 EH1197  PID         -  EH1197
 EH1197  STATE/COUNTY-  AR/MONROE
 EH1197  USGS QUAD   -  ROE (1968)
 EH1197
 EH1197                         *CURRENT SURVEY CONTROL
 EH1197  ___________________________________________________________________
 EH1197* NAD 83(1986)-  34 39 06.     (N)    091 23 03.     (W)     SCALED    
 EH1197* NAVD 88     -        65.356  (meters)     214.42   (feet)  ADJUSTED  
 EH1197  ___________________________________________________________________
 EH1197  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH1197  DYNAMIC HT  -          65.294 (meters)     214.22  (feet)  COMP
 EH1197  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 EH1197
 EH1197  VERT ORDER  -  FIRST     CLASS II
 EH1197
 EH1197.The horizontal coordinates were scaled from a topographic map and have
 EH1197.an estimated accuracy of +/- 6 seconds.
 EH1197
 EH1197.The orthometric height was determined by differential leveling
 EH1197.and adjusted by the National Geodetic Survey in June 1991..
 EH1197
 EH1197.The geoid height was determined by GEOID03.
 EH1197
 EH1197.The dynamic height is computed by dividing the NAVD 88
 EH1197.geopotential number by the normal gravity value computed on the
 EH1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1197.degrees latitude (g = 980.6199 gals.).
 EH1197
 EH1197.The modeled gravity was interpolated from observed gravity values.
 EH1197
 EH1197;                    North         East    Units  Estimated Accuracy
 EH1197;SPC AR S     -   620,340.      456,450.      MT  (+/- 180 meters Scaled)
 EH1197
 EH1197                          SUPERSEDED SURVEY CONTROL
 EH1197
 EH1197  NGVD 29 (??/??/??)   65.380  (m)          214.50   (f) ADJUSTED    1 2
 EH1197
 EH1197.Superseded values are not recommended for survey control.
 EH1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1197.See file dsdata.txt to determine how the superseded data were derived.
 EH1197
 EH1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU480356(NAD 83)
 EH1197_MARKER: DB = BENCH MARK DISK
 EH1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1197_STAMPING: P 168 1955
 EH1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1197+STABILITY: SURFACE MOTION
 EH1197
 EH1197  HISTORY     - Date     Condition        Report By
 EH1197  HISTORY     - 1955     MONUMENTED       CGS
 EH1197  HISTORY     - 20030422 GOOD             USACE
 EH1197
 EH1197                          STATION DESCRIPTION
 EH1197
 EH1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1197'1.5 MI N FROM ROE.
 EH1197'ABOUT 1.5 MILES NORTHEAST AND NORTH ALONG U.S. HIGHWAY 79 FROM THE
 EH1197'MAIN CROSSROAD AT ROE, AT AN EAST-WEST CROSSROAD, 59 FEET WEST OF
 EH1197'CENTER LINE OF HIGHWAY, 34 FEET NORTH OF CENTER LINE OF GRAVEL ROAD
 EH1197'WEST, 1 1/2 FEET EAST OF A FENCE LINE, 11 1/2 FEET NORTH OF A FENCE
 EH1197'CORNER, 1 FOOT NORTH OF A HIGHWAY R/W MARKER, 22 1/2 FEET
 EH1197'WEST-NORTHWEST OF NORTH END OF A CORRUGATED PIPE CULVERT UNDER ROAD
 EH1197'WEST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY, ABOUT LEVEL WITH GRAVEL
 EH1197'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EH1197
 EH1197                          STATION RECOVERY (2003)
 EH1197
 EH1197'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0950 ***********************************************************************
 EH0950  DESIGNATION -  P 169
 EH0950  PID         -  EH0950
 EH0950  STATE/COUNTY-  AR/ST FRANCIS
 EH0950  USGS QUAD   -  PALESTINE (1984)
 EH0950
 EH0950                         *CURRENT SURVEY CONTROL
 EH0950  ___________________________________________________________________
 EH0950* NAD 83(1986)-  34 57 42.     (N)    090 56 35.     (W)     SCALED    
 EH0950* NAVD 88     -        63.654  (meters)     208.84   (feet)  ADJUSTED  
 EH0950  ___________________________________________________________________
 EH0950  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH0950  DYNAMIC HT  -          63.596 (meters)     208.65  (feet)  COMP
 EH0950  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 EH0950
 EH0950  VERT ORDER  -  FIRST     CLASS II
 EH0950
 EH0950.The horizontal coordinates were scaled from a topographic map and have
 EH0950.an estimated accuracy of +/- 6 seconds.
 EH0950
 EH0950.The orthometric height was determined by differential leveling
 EH0950.and adjusted by the National Geodetic Survey in June 1991..
 EH0950
 EH0950.The geoid height was determined by GEOID03.
 EH0950
 EH0950.The dynamic height is computed by dividing the NAVD 88
 EH0950.geopotential number by the normal gravity value computed on the
 EH0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0950.degrees latitude (g = 980.6199 gals.).
 EH0950
 EH0950.The modeled gravity was interpolated from observed gravity values.
 EH0950
 EH0950;                    North         East    Units  Estimated Accuracy
 EH0950;SPC AR N     -    70,230.      496,530.      MT  (+/- 180 meters Scaled)
 EH0950
 EH0950                          SUPERSEDED SURVEY CONTROL
 EH0950
 EH0950  NGVD 29 (??/??/??)   63.650  (m)          208.82   (f) ADJUSTED    1 2
 EH0950
 EH0950.Superseded values are not recommended for survey control.
 EH0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0950.See file dsdata.txt to determine how the superseded data were derived.
 EH0950
 EH0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU878707(NAD 83)
 EH0950_MARKER: DB = BENCH MARK DISK
 EH0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0950_SP_SET: CULVERT
 EH0950_STAMPING: P 169 1955
 EH0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0950+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0950
 EH0950  HISTORY     - Date     Condition        Report By
 EH0950  HISTORY     - 1955     MONUMENTED       CGS
 EH0950  HISTORY     - 20030331 GOOD             USACE
 EH0950
 EH0950                          STATION DESCRIPTION
 EH0950
 EH0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0950'2.55 MI SW FROM PALESTINE.
 EH0950'ABOUT 2.55 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0950'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0950'0.3 MILE SOUTHWEST OF MILE POLE 54, ABOUT 50 YARDS SOUTHWEST OF A ROAD
 EH0950'CROSSING, 97 FEET SOUTHEAST OF SOUTHEAST RAIL, 23 FEET NORTHWEST OF
 EH0950'CENTER LINE OF U.S. HIGHWAY 70, IN THE TOP OF CENTER OF NORTHWEST HEAD
 EH0950'WALL OF A 10-FOOT CONCRETE CULVERT WITH PARTITION UNDER U.S. HIGHWAY
 EH0950'70 AND ABOUT LEVEL WITH HIGHWAY.
 EH0950
 EH0950                          STATION RECOVERY (2003)
 EH0950
 EH0950'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0549 ***********************************************************************
 GE0549  DESIGNATION -  P 17
 GE0549  PID         -  GE0549
 GE0549  STATE/COUNTY-  AR/IZARD
 GE0549  USGS QUAD   -  MELBOURNE (1984)
 GE0549
 GE0549                         *CURRENT SURVEY CONTROL
 GE0549  ___________________________________________________________________
 GE0549* NAD 83(1986)-  36 02 01.     (N)    091 58 12.     (W)     SCALED    
 GE0549* NAVD 88     -       247.469  (meters)     811.90   (feet)  ADJUSTED  
 GE0549  ___________________________________________________________________
 GE0549  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 GE0549  DYNAMIC HT  -         247.254 (meters)     811.20  (feet)  COMP
 GE0549  MODELED GRAV-     979,760.0   (mgal)                       NAVD 88
 GE0549
 GE0549  VERT ORDER  -  SECOND    CLASS 0
 GE0549
 GE0549.The horizontal coordinates were scaled from a topographic map and have
 GE0549.an estimated accuracy of +/- 6 seconds.
 GE0549
 GE0549.The orthometric height was determined by differential leveling
 GE0549.and adjusted by the National Geodetic Survey in June 1991..
 GE0549
 GE0549.The geoid height was determined by GEOID03.
 GE0549
 GE0549.The dynamic height is computed by dividing the NAVD 88
 GE0549.geopotential number by the normal gravity value computed on the
 GE0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0549.degrees latitude (g = 980.6199 gals.).
 GE0549
 GE0549.The modeled gravity was interpolated from observed gravity values.
 GE0549
 GE0549;                    North         East    Units  Estimated Accuracy
 GE0549;SPC AR N     -   188,640.      402,700.      MT  (+/- 180 meters Scaled)
 GE0549
 GE0549                          SUPERSEDED SURVEY CONTROL
 GE0549
 GE0549  NGVD 29 (??/??/92)  247.362  (m)          811.55   (f) ADJ UNCH    2 0
 GE0549
 GE0549.Superseded values are not recommended for survey control.
 GE0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0549.See file dsdata.txt to determine how the superseded data were derived.
 GE0549
 GE0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV927881(NAD 83)
 GE0549_MARKER: DB = BENCH MARK DISK
 GE0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0549_STAMPING: 811.553 P 17 1932
 GE0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0549+STABILITY: SURFACE MOTION
 GE0549
 GE0549  HISTORY     - Date     Condition        Report By
 GE0549  HISTORY     - 1932     MONUMENTED       CGS
 GE0549  HISTORY     - 1935     GOOD             NGS
 GE0549
 GE0549                          STATION DESCRIPTION
 GE0549
 GE0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0549'4.8 MI SW FROM MELBOURNE.
 GE0549'ABOUT 4-3/4 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM MELBOURNE,
 GE0549'IZARD COUNTY, AT A CURVE LEADING SOUTHEAST, AT THE NORTHEAST
 GE0549'CORNER OF A SMALL ORCHARD ON LAND OWNED BY HENRY RUOH, ABOUT
 GE0549'85 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STONE CHIMNEY
 GE0549'ON THE HOUSE, 58 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GE0549'AND 1 FOOT NORTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 GE0549'811.553 P 17 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0549
 GE0549                          STATION RECOVERY (1935)
 GE0549
 GE0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0044 ***********************************************************************
 GF0044  DESIGNATION -  P 17
 GF0044  PID         -  GF0044
 GF0044  STATE/COUNTY-  AR/BAXTER
 GF0044  USGS QUAD   -  BUFFALO CITY (1966)
 GF0044
 GF0044                         *CURRENT SURVEY CONTROL
 GF0044  ___________________________________________________________________
 GF0044* NAD 83(1986)-  36 12 15.     (N)    092 28 25.     (W)     SCALED    
 GF0044* NAVD 88     -       132.922  (meters)     436.09   (feet)  ADJUSTED  
 GF0044  ___________________________________________________________________
 GF0044  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GF0044  DYNAMIC HT  -         132.806 (meters)     435.71  (feet)  COMP
 GF0044  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 GF0044
 GF0044  VERT ORDER  -  SECOND    CLASS 0
 GF0044
 GF0044.The horizontal coordinates were scaled from a topographic map and have
 GF0044.an estimated accuracy of +/- 6 seconds.
 GF0044
 GF0044.The orthometric height was determined by differential leveling
 GF0044.and adjusted by the National Geodetic Survey in June 1991..
 GF0044
 GF0044.The geoid height was determined by GEOID03.
 GF0044
 GF0044.The dynamic height is computed by dividing the NAVD 88
 GF0044.geopotential number by the normal gravity value computed on the
 GF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0044.degrees latitude (g = 980.6199 gals.).
 GF0044
 GF0044.The modeled gravity was interpolated from observed gravity values.
 GF0044
 GF0044;                    North         East    Units  Estimated Accuracy
 GF0044;SPC AR N     -   207,660.      357,410.      MT  (+/- 180 meters Scaled)
 GF0044
 GF0044                          SUPERSEDED SURVEY CONTROL
 GF0044
 GF0044  NGVD 29 (??/??/92)  132.812  (m)          435.73   (f) ADJ UNCH    2 0
 GF0044
 GF0044.Superseded values are not recommended for survey control.
 GF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0044.See file dsdata.txt to determine how the superseded data were derived.
 GF0044
 GF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA473067(NAD 83)
 GF0044_MARKER: DB = BENCH MARK DISK
 GF0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0044_STAMPING: P-17 1934
 GF0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0044+STABILITY: SURFACE MOTION
 GF0044
 GF0044  HISTORY     - Date     Condition        Report By
 GF0044  HISTORY     - 1934     MONUMENTED       CGS
 GF0044
 GF0044                          STATION DESCRIPTION
 GF0044
 GF0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0044'3.4 MI NW FROM BUFFALO.
 GF0044'AT POLE 373-10, 3.8 FEET SOUTH OF POLE, 24.5 FEET SOUTHEAST
 GF0044'OF MISSOURI PACIFIC RY. CENTERLINE, 3.5 FEET ABOVE TOP OF
 GF0044'RAILS, AND PROJECTS ABOUT 1 FT. ABOVE THE GROUND.  TABLET
 GF0044'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1237 ***********************************************************************
 EH1237  DESIGNATION -  P 170
 EH1237  PID         -  EH1237
 EH1237  STATE/COUNTY-  AR/MONROE
 EH1237  USGS QUAD   -  KEEVIL (1971)
 EH1237
 EH1237                         *CURRENT SURVEY CONTROL
 EH1237  ___________________________________________________________________
 EH1237* NAD 83(1986)-  34 50 20.     (N)    091 14 34.     (W)     SCALED    
 EH1237* NAVD 88     -        58.052  (meters)     190.46   (feet)  ADJUSTED  
 EH1237  ___________________________________________________________________
 EH1237  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1237  DYNAMIC HT  -          57.998 (meters)     190.28  (feet)  COMP
 EH1237  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 EH1237
 EH1237  VERT ORDER  -  FIRST     CLASS II
 EH1237
 EH1237.The horizontal coordinates were scaled from a topographic map and have
 EH1237.an estimated accuracy of +/- 6 seconds.
 EH1237
 EH1237.The orthometric height was determined by differential leveling
 EH1237.and adjusted by the National Geodetic Survey in June 1991..
 EH1237
 EH1237.The geoid height was determined by GEOID03.
 EH1237
 EH1237.The dynamic height is computed by dividing the NAVD 88
 EH1237.geopotential number by the normal gravity value computed on the
 EH1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1237.degrees latitude (g = 980.6199 gals.).
 EH1237
 EH1237.The modeled gravity was interpolated from observed gravity values.
 EH1237
 EH1237;                    North         East    Units  Estimated Accuracy
 EH1237;SPC AR S     -   641,190.      469,260.      MT  (+/- 180 meters Scaled)
 EH1237
 EH1237                          SUPERSEDED SURVEY CONTROL
 EH1237
 EH1237  NGVD 29 (??/??/??)   58.059  (m)          190.48   (f) ADJUSTED    1 2
 EH1237
 EH1237.Superseded values are not recommended for survey control.
 EH1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1237.See file dsdata.txt to determine how the superseded data were derived.
 EH1237
 EH1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU606565(NAD 83)
 EH1237_MARKER: DB = BENCH MARK DISK
 EH1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1237_SP_SET: CULVERT
 EH1237_STAMPING: P 170 1955
 EH1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1237+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 EH1237
 EH1237  HISTORY     - Date     Condition        Report By
 EH1237  HISTORY     - 1955     MONUMENTED       CGS
 EH1237  HISTORY     - 20030424 GOOD             USACE
 EH1237
 EH1237                          STATION DESCRIPTION
 EH1237
 EH1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1237'4.55 MI SW FROM BRINKLEY.
 EH1237'ABOUT 4.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION
 EH1237'OF MAIN AND CYPRESS STREETRS AT BRINKLEY, THENCE ABOUT 0.15 MILE SOUTH
 EH1237'ALONG STATE HIGHWAY 17, ABOUT 0.2 MILE NORTH OF JUNCTION OF HIGHWAY 17
 EH1237'AND A GRAVEL ROAD LEADING SOUTHWEST AND SOUTH, 18 FEET EAST OF CENTER
 EH1237'LINE OF HIGHWAY 17, 60 FEET SOUTH OF CENTER OF JUNCTION OF A GRADED
 EH1237'ROAD LEADING EAST, IN THE TOP OF NORTH END OF EAST HEAD WALL OF A
 EH1237'5-FOOT CONCRETE CULVERT UNDER HIGHWAY AND ABOUT LEVEL HIGHWAY.
 EH1237
 EH1237                          STATION RECOVERY (2003)
 EH1237
 EH1237'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0831 ***********************************************************************
 EH0831  DESIGNATION -  P 171
 EH0831  PID         -  EH0831
 EH0831  STATE/COUNTY-  AR/PHILLIPS
 EH0831  USGS QUAD   -  LEXA (1991)
 EH0831
 EH0831                         *CURRENT SURVEY CONTROL
 EH0831  ___________________________________________________________________
 EH0831* NAD 83(1986)-  34 32 55.     (N)    090 47 06.     (W)     SCALED    
 EH0831* NAVD 88     -        60.707  (meters)     199.17   (feet)  ADJUSTED  
 EH0831  ___________________________________________________________________
 EH0831  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH0831  DYNAMIC HT  -          60.649 (meters)     198.98  (feet)  COMP
 EH0831  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EH0831
 EH0831  VERT ORDER  -  FIRST     CLASS II
 EH0831
 EH0831.The horizontal coordinates were scaled from a topographic map and have
 EH0831.an estimated accuracy of +/- 6 seconds.
 EH0831
 EH0831.The orthometric height was determined by differential leveling
 EH0831.and adjusted by the National Geodetic Survey in June 1991..
 EH0831.WARNING-Repeat measurements at this control monument indicate possible
 EH0831.vertical movement.
 EH0831
 EH0831.The geoid height was determined by GEOID03.
 EH0831
 EH0831.The dynamic height is computed by dividing the NAVD 88
 EH0831.geopotential number by the normal gravity value computed on the
 EH0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0831.degrees latitude (g = 980.6199 gals.).
 EH0831
 EH0831.The modeled gravity was interpolated from observed gravity values.
 EH0831
 EH0831;                    North         East    Units  Estimated Accuracy
 EH0831;SPC AR S     -   609,400.      511,510.      MT  (+/- 180 meters Scaled)
 EH0831
 EH0831                          SUPERSEDED SURVEY CONTROL
 EH0831
 EH0831  NGVD 29 (??/??/??)   60.746  (m)          199.30   (f) ADJUSTED    1 2
 EH0831
 EH0831.Superseded values are not recommended for survey control.
 EH0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0831.See file dsdata.txt to determine how the superseded data were derived.
 EH0831
 EH0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU032252(NAD 83)
 EH0831_MARKER: DB = BENCH MARK DISK
 EH0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0831_STAMPING: P 171 1956
 EH0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0831+STABILITY: SURFACE MOTION
 EH0831
 EH0831  HISTORY     - Date     Condition        Report By
 EH0831  HISTORY     - 1956     MONUMENTED       CGS
 EH0831  HISTORY     - 1976     GOOD             NGS
 EH0831
 EH0831                          STATION DESCRIPTION
 EH0831
 EH0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0831'1.1 MI W FROM BARTON.
 EH0831'ABOUT 1.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0831'CROSSING OF STATE HIGHWAY 85 AT BARTON, ABOUT 0.35 MILE EAST OF MILE
 EH0831'POLE NO. 331, ABOUT 132 YARDS WEST OF SMALL TRESTLE NO. 330.5, 160
 EH0831'FEET EAST-NORTHEAST OF CENTER OF A FIELD ROAD CROSSING, 27 FEET NORTH
 EH0831'OF NORTH RAIL, 57 FEET NORTHEAST AND ACROSS TRACK FROM MILEAGE
 EH0831'TELEPHONE POLE NO. 330/16, 3 FEET WEST OF TELEPHONE POLE NO. 577,
 EH0831'ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 EH0831'POST PROJECTING 2 INCHES.
 EH0831
 EH0831                          STATION RECOVERY (1976)
 EH0831
 EH0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0914 ***********************************************************************
 EH0914  DESIGNATION -  P 172
 EH0914  PID         -  EH0914
 EH0914  STATE/COUNTY-  AR/PHILLIPS
 EH0914  USGS QUAD   -  WEST HELENA (1982)
 EH0914
 EH0914                         *CURRENT SURVEY CONTROL
 EH0914  ___________________________________________________________________
 EH0914* NAD 83(1986)-  34 32 26.     (N)    090 37 43.     (W)     SCALED    
 EH0914* NAVD 88     -        76.800  (meters)     251.97   (feet)  ADJUSTED  
 EH0914  ___________________________________________________________________
 EH0914  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0914  DYNAMIC HT  -          76.726 (meters)     251.73  (feet)  COMP
 EH0914  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EH0914
 EH0914  VERT ORDER  -  FIRST     CLASS II
 EH0914
 EH0914.The horizontal coordinates were scaled from a topographic map and have
 EH0914.an estimated accuracy of +/- 6 seconds.
 EH0914
 EH0914.The orthometric height was determined by differential leveling
 EH0914.and adjusted by the National Geodetic Survey in June 1991..
 EH0914
 EH0914.The geoid height was determined by GEOID03.
 EH0914
 EH0914.The dynamic height is computed by dividing the NAVD 88
 EH0914.geopotential number by the normal gravity value computed on the
 EH0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0914.degrees latitude (g = 980.6199 gals.).
 EH0914
 EH0914.The modeled gravity was interpolated from observed gravity values.
 EH0914
 EH0914;                    North         East    Units  Estimated Accuracy
 EH0914;SPC AR S     -   608,680.      525,880.      MT  (+/- 180 meters Scaled)
 EH0914
 EH0914                          SUPERSEDED SURVEY CONTROL
 EH0914
 EH0914  NGVD 29 (??/??/??)   76.834  (m)          252.08   (f) ADJUSTED    1 2
 EH0914
 EH0914.Superseded values are not recommended for survey control.
 EH0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0914.See file dsdata.txt to determine how the superseded data were derived.
 EH0914
 EH0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU176246(NAD 83)
 EH0914_MARKER: DB = BENCH MARK DISK
 EH0914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0914_SP_SET: CONCRETE FOOTING
 EH0914_STAMPING: P 172 1956
 EH0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0914
 EH0914  HISTORY     - Date     Condition        Report By
 EH0914  HISTORY     - 1956     MONUMENTED       CGS
 EH0914  HISTORY     - 1976     GOOD             NGS
 EH0914
 EH0914                          STATION DESCRIPTION
 EH0914
 EH0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0914'0.65 MI SE FROM WEST HELENA.
 EH0914'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE BAPTIST
 EH0914'CHURCH AT WEST HELENA, 65 FEET EAST OF CENTER LINE OF A DRIVE NORTH TO
 EH0914'CENTRAL HIGH SCHOOL, 22 FEET NORTH OF CENTER LINE OF NORTH LANE OF
 EH0914'HIGHWAY 20, IN THE TOP OF WEST END OF CONCRETE FOOTING OF NORTH
 EH0914'CONCRETE BANISTER OF HIGHWAY BRIDGE OVER CANEY CREEK, 1 FOOT EAST OF
 EH0914'WEST END OF BANISTER AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 EH0914
 EH0914                          STATION RECOVERY (1976)
 EH0914
 EH0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0258 ***********************************************************************
 FF0258  DESIGNATION -  P 173
 FF0258  PID         -  FF0258
 FF0258  STATE/COUNTY-  AR/CRITTENDEN
 FF0258  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0258
 FF0258                         *CURRENT SURVEY CONTROL
 FF0258  ___________________________________________________________________
 FF0258* NAD 83(1986)-  35 08 26.     (N)    090 08 07.     (W)     SCALED    
 FF0258* NAVD 88     -        71.198  (meters)     233.59   (feet)  ADJUSTED  
 FF0258  ___________________________________________________________________
 FF0258  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF0258  DYNAMIC HT  -          71.134 (meters)     233.38  (feet)  COMP
 FF0258  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 FF0258
 FF0258  VERT ORDER  -  FIRST     CLASS II
 FF0258
 FF0258.The horizontal coordinates were scaled from a topographic map and have
 FF0258.an estimated accuracy of +/- 6 seconds.
 FF0258
 FF0258.The orthometric height was determined by differential leveling
 FF0258.and adjusted by the National Geodetic Survey in June 1991..
 FF0258.WARNING-Repeat measurements at this control monument indicate possible
 FF0258.vertical movement.
 FF0258
 FF0258.The geoid height was determined by GEOID03.
 FF0258
 FF0258.The dynamic height is computed by dividing the NAVD 88
 FF0258.geopotential number by the normal gravity value computed on the
 FF0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0258.degrees latitude (g = 980.6199 gals.).
 FF0258
 FF0258.The modeled gravity was interpolated from observed gravity values.
 FF0258
 FF0258;                    North         East    Units  Estimated Accuracy
 FF0258;SPC AR N     -    91,160.      569,920.      MT  (+/- 180 meters Scaled)
 FF0258
 FF0258                          SUPERSEDED SURVEY CONTROL
 FF0258
 FF0258  NGVD 29 (??/??/??)   71.182  (m)          233.54   (f) ADJUSTED    1 2
 FF0258
 FF0258.Superseded values are not recommended for survey control.
 FF0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0258.See file dsdata.txt to determine how the superseded data were derived.
 FF0258
 FF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU610923(NAD 83)
 FF0258_MARKER: DB = BENCH MARK DISK
 FF0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0258_SP_SET: CATCH BASIN
 FF0258_STAMPING: P 173 1956
 FF0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0258+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2003
 FF0258
 FF0258  HISTORY     - Date     Condition        Report By
 FF0258  HISTORY     - 1956     MONUMENTED       CGS
 FF0258  HISTORY     - 1976     GOOD             NGS
 FF0258  HISTORY     - 20030129 GOOD             USACE
 FF0258
 FF0258                          STATION DESCRIPTION
 FF0258
 FF0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0258'3.4 MI E FROM HULBERT.
 FF0258'3.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0258'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, ABOUT
 FF0258'90 YARDS WEST-SOUTHWEST OF MILE POLE 6, 55 YARDS EAST-NORTHEAST
 FF0258'OF BLOCK SIGNAL NO. 6.0-6.1, 6 1/2 FEET SOUTH-SOUTHEAST OF NEAR
 FF0258'RAIL OF TRACK, IN THE TOP OF THE SOUTH CONCRETE HEAD WALL OF A
 FF0258'12-INCH PIPE CULVERT WITH CONCRETE CATCH BASIN UNDER TRACK, 1
 FF0258'FOOT WEST OF EAST END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL
 FF0258'OF TRACK.
 FF0258
 FF0258                          STATION RECOVERY (1976)
 FF0258
 FF0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0258'RECOVERED IN GOOD CONDITION.
 FF0258
 FF0258                          STATION RECOVERY (2003)
 FF0258
 FF0258'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0130 ***********************************************************************
 FF0130  DESIGNATION -  P 174
 FF0130  PID         -  FF0130
 FF0130  STATE/COUNTY-  AR/CRITTENDEN
 FF0130  USGS QUAD   -  HEAFER (1974)
 FF0130
 FF0130                         *CURRENT SURVEY CONTROL
 FF0130  ___________________________________________________________________
 FF0130* NAD 83(1986)-  35 22 13.     (N)    090 15 19.     (W)     SCALED    
 FF0130* NAVD 88     -        69.150  (meters)     226.87   (feet)  ADJUSTED  
 FF0130  ___________________________________________________________________
 FF0130  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF0130  DYNAMIC HT  -          69.088 (meters)     226.67  (feet)  COMP
 FF0130  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 FF0130
 FF0130  VERT ORDER  -  FIRST     CLASS II
 FF0130
 FF0130.The horizontal coordinates were scaled from a topographic map and have
 FF0130.an estimated accuracy of +/- 6 seconds.
 FF0130
 FF0130.The orthometric height was determined by differential leveling
 FF0130.and adjusted by the National Geodetic Survey in January 1995..
 FF0130
 FF0130.The geoid height was determined by GEOID03.
 FF0130
 FF0130.The dynamic height is computed by dividing the NAVD 88
 FF0130.geopotential number by the normal gravity value computed on the
 FF0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0130.degrees latitude (g = 980.6199 gals.).
 FF0130
 FF0130.The modeled gravity was interpolated from observed gravity values.
 FF0130
 FF0130;                    North         East    Units  Estimated Accuracy
 FF0130;SPC AR N     -   116,450.      558,530.      MT  (+/- 180 meters Scaled)
 FF0130
 FF0130                          SUPERSEDED SURVEY CONTROL
 FF0130
 FF0130  NAVD 88 (06/15/91)   69.216  (m)          227.09   (f) UNKNOWN     1 2
 FF0130  NGVD 29 (10/05/93)   69.117  (m)          226.76   (f) ADJUSTED    1 2
 FF0130
 FF0130.Superseded values are not recommended for survey control.
 FF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0130.See file dsdata.txt to determine how the superseded data were derived.
 FF0130
 FF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV493175(NAD 83)
 FF0130_MARKER: DB = BENCH MARK DISK
 FF0130_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0130_SP_SET: HEADWALL
 FF0130_STAMPING: P 174 1956
 FF0130_MARK LOGO: CGS   
 FF0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0130+STABILITY: SURFACE MOTION
 FF0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0130+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0130
 FF0130  HISTORY     - Date     Condition        Report By
 FF0130  HISTORY     - 1956     MONUMENTED       CGS
 FF0130  HISTORY     - 19920319 GOOD             NGS
 FF0130  HISTORY     - 20021024 GOOD             USACE
 FF0130
 FF0130                          STATION DESCRIPTION
 FF0130
 FF0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0130'AT TURRELL.
 FF0130'AT TURRELL, 105 YARDS NORTH-NORTHWEST ALONG THE ST. LOUIS-SAN
 FF0130'FRANCISCO RAILWAY FROM THE NORTH END OF STATION, ACROSS TRACK
 FF0130'FROM POINT BETWEEN MILEAGE POLES NO. 462/08 AND 462/09, IN THE
 FF0130'TOP OF THE SOUTH-SOUTHEAST END OF THE WEST-SOUTHWEST HEAD WALL
 FF0130'OF NEW TOP PART OF AN OLD CULVERT UNDER TRACK, 12.1 FEET
 FF0130'WEST-SOUTHWEST OF NEAR RAIL OF MAIN TRACK, 25.8 FEET SOUTH OF
 FF0130'SOUTH CORNER OF CONCRETE BASE OF A SIGNAL AND ABOUT 3 FEET
 FF0130'BELOW LEVEL OF TRACK.
 FF0130
 FF0130                          STATION RECOVERY (1992)
 FF0130
 FF0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0130'0.3 KM (0.20 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 FF0130'THE JUNCTION OF BARTON STREET IN TURRELL, IN TOP OF AND 0.3 M
 FF0130'(1.0 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A
 FF0130'CULVERT UNDER THE BURLINGTON NORTHERN RAILROAD, 50.0 M (164.0 FT)
 FF0130'SOUTH OF A RAILROAD SIGNAL, 19.9 M (65.3 FT) EAST OF A FIRE HYDRANT,
 FF0130'12.0 M (39.4 FT) EAST OF THE CENTER OF A STREET, 3.8 M (12.5 FT) WEST
 FF0130'OF THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK.
 FF0130
 FF0130                          STATION RECOVERY (2002)
 FF0130
 FF0130'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0566 ***********************************************************************
 FF0566  DESIGNATION -  P 175
 FF0566  PID         -  FF0566
 FF0566  STATE/COUNTY-  AR/CROSS
 FF0566  USGS QUAD   -  HAMLIN (1984)
 FF0566
 FF0566                         *CURRENT SURVEY CONTROL
 FF0566  ___________________________________________________________________
 FF0566* NAD 83(1986)-  35 14 17.     (N)    090 57 44.     (W)     SCALED    
 FF0566* NAVD 88     -        67.001  (meters)     219.82   (feet)  ADJUSTED  
 FF0566  ___________________________________________________________________
 FF0566  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0566  DYNAMIC HT  -          66.941 (meters)     219.62  (feet)  COMP
 FF0566  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF0566
 FF0566  VERT ORDER  -  FIRST     CLASS II
 FF0566
 FF0566.The horizontal coordinates were scaled from a topographic map and have
 FF0566.an estimated accuracy of +/- 6 seconds.
 FF0566
 FF0566.The orthometric height was determined by differential leveling
 FF0566.and adjusted by the National Geodetic Survey in June 1991..
 FF0566
 FF0566.The geoid height was determined by GEOID03.
 FF0566
 FF0566.The dynamic height is computed by dividing the NAVD 88
 FF0566.geopotential number by the normal gravity value computed on the
 FF0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0566.degrees latitude (g = 980.6199 gals.).
 FF0566
 FF0566.The modeled gravity was interpolated from observed gravity values.
 FF0566
 FF0566;                    North         East    Units  Estimated Accuracy
 FF0566;SPC AR N     -   100,870.      494,460.      MT  (+/- 180 meters Scaled)
 FF0566
 FF0566                          SUPERSEDED SURVEY CONTROL
 FF0566
 FF0566  NGVD 29 (??/??/??)   66.965  (m)          219.70   (f) ADJUSTED    1 2
 FF0566
 FF0566.Superseded values are not recommended for survey control.
 FF0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0566.See file dsdata.txt to determine how the superseded data were derived.
 FF0566
 FF0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV854013(NAD 83)
 FF0566_MARKER: DB = BENCH MARK DISK
 FF0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0566_STAMPING: P 175 1956
 FF0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0566+STABILITY: SURFACE MOTION
 FF0566
 FF0566  HISTORY     - Date     Condition        Report By
 FF0566  HISTORY     - 1956     MONUMENTED       CGS
 FF0566  HISTORY     - 20030506 POOR             USACE
 FF0566
 FF0566                          STATION DESCRIPTION
 FF0566
 FF0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0566'4 MI E FROM FAIROAKS.
 FF0566'ABOUT 4.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0566'THE STATION AT FAIROAKS, AT MC MANUS, ACROSS TRACK FROM POINT
 FF0566'BETWEEN TELEPHONE POLES 322/24 AND 332/25, 38.8 FEET SOUTH OF
 FF0566'SOUTH RAIL OF MAIN TRACK, 17 1/2 FEET SOUTH OF SOUTH RAIL OF A
 FF0566'TRACK TO GRAIN BINS, 94 FEET EAST OF EAST ONE OF FIVE GRAIN
 FF0566'BINS, 10 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 222 FEET
 FF0566'WEST-SOUTHWEST OF A SWITCH STAND AT END OF A SPUR TRACK, 227 1/2
 FF0566'FEET WEST-SOUTHWEST AND ACROSS TRACK FROM STATION SIGN, 1 1/2
 FF0566'FEET WEST OF A FENCE CORNER, ABOUT 1 1/2 FEET BELOW LEVEL OF
 FF0566'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0566
 FF0566                          STATION RECOVERY (2003)
 FF0566
 FF0566'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0566'DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0851 ***********************************************************************
 EH0851  DESIGNATION -  P 176
 EH0851  PID         -  EH0851
 EH0851  STATE/COUNTY-  AR/LEE
 EH0851  USGS QUAD   -  MORO (1984)
 EH0851
 EH0851                         *CURRENT SURVEY CONTROL
 EH0851  ___________________________________________________________________
 EH0851* NAD 83(1986)-  34 46 31.     (N)    090 57 53.     (W)     SCALED    
 EH0851* NAVD 88     -        60.104  (meters)     197.19   (feet)  ADJUSTED  
 EH0851  ___________________________________________________________________
 EH0851  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH0851  DYNAMIC HT  -          60.049 (meters)     197.01  (feet)  COMP
 EH0851  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 EH0851
 EH0851  VERT ORDER  -  FIRST     CLASS II
 EH0851
 EH0851.The horizontal coordinates were scaled from a topographic map and have
 EH0851.an estimated accuracy of +/- 6 seconds.
 EH0851
 EH0851.The orthometric height was determined by differential leveling
 EH0851.and adjusted by the National Geodetic Survey in June 1991..
 EH0851
 EH0851.The geoid height was determined by GEOID03.
 EH0851
 EH0851.The dynamic height is computed by dividing the NAVD 88
 EH0851.geopotential number by the normal gravity value computed on the
 EH0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0851.degrees latitude (g = 980.6199 gals.).
 EH0851
 EH0851.The modeled gravity was interpolated from observed gravity values.
 EH0851
 EH0851;                    North         East    Units  Estimated Accuracy
 EH0851;SPC AR S     -   634,360.      494,770.      MT  (+/- 180 meters Scaled)
 EH0851
 EH0851                          SUPERSEDED SURVEY CONTROL
 EH0851
 EH0851  NGVD 29 (??/??/??)   60.114  (m)          197.22   (f) ADJUSTED    1 2
 EH0851
 EH0851.Superseded values are not recommended for survey control.
 EH0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0851.See file dsdata.txt to determine how the superseded data were derived.
 EH0851
 EH0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU862500(NAD 83)
 EH0851_MARKER: DB = BENCH MARK DISK
 EH0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0851_SP_SET: CULVERT
 EH0851_STAMPING: P 176 1955
 EH0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0851+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0851
 EH0851  HISTORY     - Date     Condition        Report By
 EH0851  HISTORY     - 1955     MONUMENTED       CGS
 EH0851  HISTORY     - 20030331 GOOD             USACE
 EH0851
 EH0851                          STATION DESCRIPTION
 EH0851
 EH0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0851'2.1 MI SE FROM MORO.
 EH0851'ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH0851'AT MORO, THENCE ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 79, IN THE TOP
 EH0851'OF EAST END OF THE SOUTH HEAD WALL OF A TWIN 6-FOOT CONCRETE BOX
 EH0851'CULVERT UNDER HIGHWAY, 22 FEET SOUTH OF CENTER LINE OF HIGHWAY, 1 FOOT
 EH0851'WEST OF EAST END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 EH0851
 EH0851                          STATION RECOVERY (2003)
 EH0851
 EH0851'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1265 ***********************************************************************
 EH1265  DESIGNATION -  P 177
 EH1265  PID         -  EH1265
 EH1265  STATE/COUNTY-  AR/ST FRANCIS
 EH1265  USGS QUAD   -  WHEATLEY (1971)
 EH1265
 EH1265                         *CURRENT SURVEY CONTROL
 EH1265  ___________________________________________________________________
 EH1265* NAD 83(1986)-  34 56 46.     (N)    091 06 45.     (W)     SCALED    
 EH1265* NAVD 88     -        58.955  (meters)     193.42   (feet)  ADJUSTED  
 EH1265  ___________________________________________________________________
 EH1265  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1265  DYNAMIC HT  -          58.902 (meters)     193.25  (feet)  COMP
 EH1265  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 EH1265
 EH1265  VERT ORDER  -  FIRST     CLASS II
 EH1265
 EH1265.The horizontal coordinates were scaled from a topographic map and have
 EH1265.an estimated accuracy of +/- 6 seconds.
 EH1265
 EH1265.The orthometric height was determined by differential leveling
 EH1265.and adjusted by the National Geodetic Survey in June 1991..
 EH1265
 EH1265.The geoid height was determined by GEOID03.
 EH1265
 EH1265.The dynamic height is computed by dividing the NAVD 88
 EH1265.geopotential number by the normal gravity value computed on the
 EH1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1265.degrees latitude (g = 980.6199 gals.).
 EH1265
 EH1265.The modeled gravity was interpolated from observed gravity values.
 EH1265
 EH1265;                    North         East    Units  Estimated Accuracy
 EH1265;SPC AR N     -    68,350.      481,070.      MT  (+/- 180 meters Scaled)
 EH1265
 EH1265                          SUPERSEDED SURVEY CONTROL
 EH1265
 EH1265  NGVD 29 (??/??/??)   58.948  (m)          193.40   (f) ADJUSTED    1 2
 EH1265
 EH1265.Superseded values are not recommended for survey control.
 EH1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1265.See file dsdata.txt to determine how the superseded data were derived.
 EH1265
 EH1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU723686(NAD 83)
 EH1265_MARKER: DB = BENCH MARK DISK
 EH1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1265_STAMPING: P 177 1955
 EH1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1265+STABILITY: SURFACE MOTION
 EH1265
 EH1265  HISTORY     - Date     Condition        Report By
 EH1265  HISTORY     - 1955     MONUMENTED       CGS
 EH1265  HISTORY     - 20030421 MARK NOT FOUND   USACE
 EH1265
 EH1265                          STATION DESCRIPTION
 EH1265
 EH1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1265'2.5 MI N FROM WHEATLEY.
 EH1265'ABOUT 2.5 MILES NORTH ALONG A GRAVEL ROAD LEADING TO HUNTER FROM THE
 EH1265'JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 78 SOUTH AT WHEATLEY,
 EH1265'ABOUT 0.15 MILE NORTH OF A WOODEN BRIDGE OVER EAST FLAT FORK CREEK, ON
 EH1265'THE OUTSIDE OF A CURVE IN ROAD WITH TANGENTS ENTENDING SOUTH AND WEST,
 EH1265'ABOUT 0.2 MILE EAST OF A TURN IN ROAD WITH TANGENTS EXTENDING EAST AND
 EH1265'NORTH, 42 FEET NORTHEAST OF CENTER LINE OF ROAD, 56 FEET
 EH1265'WEST-NORTHWEST OF A 28-INCH OAK TREE IN A FENCE LINE, 30 FEET SOUTH OF
 EH1265'A FENCE LINE, 5 FEET NORTHWEST OF A POWER POLE AT A DIRECTIONAL CHANGE
 EH1265'IN POWER LINE EXTENDING SOUTH AND WEST, 2 FEET NORTHWEST OF A WHITE
 EH1265'WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF ROAD AND SET IN
 EH1265'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 EH1265
 EH1265                          STATION RECOVERY (2003)
 EH1265
 EH1265'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0647 ***********************************************************************
 FF0647  DESIGNATION -  P 178
 FF0647  PID         -  FF0647
 FF0647  STATE/COUNTY-  AR/ST FRANCIS
 FF0647  USGS QUAD   -  ROUND POND (1992)
 FF0647
 FF0647                         *CURRENT SURVEY CONTROL
 FF0647  ___________________________________________________________________
 FF0647* NAD 83(1986)-  35 04 24.     (N)    090 32 00.     (W)     SCALED    
 FF0647* NAVD 88     -        61.313  (meters)     201.16   (feet)  ADJUSTED  
 FF0647  ___________________________________________________________________
 FF0647  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FF0647  DYNAMIC HT  -          61.258 (meters)     200.98  (feet)  COMP
 FF0647  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0647
 FF0647  VERT ORDER  -  FIRST     CLASS II
 FF0647
 FF0647.The horizontal coordinates were scaled from a topographic map and have
 FF0647.an estimated accuracy of +/- 6 seconds.
 FF0647
 FF0647.The orthometric height was determined by differential leveling
 FF0647.and adjusted by the National Geodetic Survey in June 1991..
 FF0647
 FF0647.The geoid height was determined by GEOID03.
 FF0647
 FF0647.The dynamic height is computed by dividing the NAVD 88
 FF0647.geopotential number by the normal gravity value computed on the
 FF0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0647.degrees latitude (g = 980.6199 gals.).
 FF0647
 FF0647.The modeled gravity was interpolated from observed gravity values.
 FF0647
 FF0647;                    North         East    Units  Estimated Accuracy
 FF0647;SPC AR N     -    83,090.      533,760.      MT  (+/- 180 meters Scaled)
 FF0647
 FF0647                          SUPERSEDED SURVEY CONTROL
 FF0647
 FF0647  NGVD 29 (??/??/??)   61.294  (m)          201.10   (f) ADJUSTED    1 2
 FF0647
 FF0647.Superseded values are not recommended for survey control.
 FF0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0647.See file dsdata.txt to determine how the superseded data were derived.
 FF0647
 FF0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU249839(NAD 83)
 FF0647_MARKER: DB = BENCH MARK DISK
 FF0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0647_SP_SET: 50 FEET
 FF0647_STAMPING: P 178 1956
 FF0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0647
 FF0647  HISTORY     - Date     Condition        Report By
 FF0647  HISTORY     - 1956     MONUMENTED       CGS
 FF0647  HISTORY     - 20020425 POOR             USACE
 FF0647
 FF0647                          STATION DESCRIPTION
 FF0647
 FF0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0647'2 MI SW FROM HETH.
 FF0647'ABOUT 2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0647'PACIFIC RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND THE
 FF0647'FLAG STATION AT HETH, ABOUT 0.2 MILE WEST OF CROSSING OF A
 FF0647'POWER LINE, ABOUT 0.3 MILE WEST OF TRESTLE NO. 28.8, ABOUT 0.25
 FF0647'MILE EAST OF JUNCTION OF A ROAD SOUTH TO FARM HOUSE, 35 FEET
 FF0647'SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 33 FEET NORTH-NORTHWEST
 FF0647'OF CENTER LINE OF A ROAD PARALLEL TO TRACK, 10 1/2 FEET
 FF0647'WEST-SOUTHWEST OF MILE POLE 29 AND IN LINE WITH ROW OF POLES,
 FF0647'ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK SET ON
 FF0647'TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND
 FF0647'SURROUNDED BY A 4-INCH TILE.  THE ROD IS DRIVEN TO A DEPTH OF
 FF0647'50-FEET IN GROUND.
 FF0647
 FF0647                          STATION RECOVERY (2002)
 FF0647
 FF0647'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0647'THIS STATION HAS BEEN HIT BY DITCH CLEANOUT MACHINERY AND IS LEANING
 FF0647'BAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0368 ***********************************************************************
 GF0368  DESIGNATION -  P 18
 GF0368  PID         -  GF0368
 GF0368  STATE/COUNTY-  AR/NEWTON
 GF0368  USGS QUAD   -  JASPER (1975)
 GF0368
 GF0368                         *CURRENT SURVEY CONTROL
 GF0368  ___________________________________________________________________
 GF0368* NAD 83(1986)-  36 03 38.     (N)    093 08 18.     (W)     SCALED    
 GF0368* NAVD 88     -       250.163  (meters)     820.74   (feet)  ADJUSTED  
 GF0368  ___________________________________________________________________
 GF0368  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0368  DYNAMIC HT  -         249.937 (meters)     820.00  (feet)  COMP
 GF0368  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GF0368
 GF0368  VERT ORDER  -  SECOND    CLASS 0
 GF0368
 GF0368.The horizontal coordinates were scaled from a topographic map and have
 GF0368.an estimated accuracy of +/- 6 seconds.
 GF0368
 GF0368.The orthometric height was determined by differential leveling
 GF0368.and adjusted by the National Geodetic Survey in June 1991..
 GF0368
 GF0368.The geoid height was determined by GEOID03.
 GF0368
 GF0368.The dynamic height is computed by dividing the NAVD 88
 GF0368.geopotential number by the normal gravity value computed on the
 GF0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0368.degrees latitude (g = 980.6199 gals.).
 GF0368
 GF0368.The modeled gravity was interpolated from observed gravity values.
 GF0368
 GF0368;                    North         East    Units  Estimated Accuracy
 GF0368;SPC AR N     -   192,220.      297,450.      MT  (+/- 180 meters Scaled)
 GF0368
 GF0368                          SUPERSEDED SURVEY CONTROL
 GF0368
 GF0368  NGVD 29 (??/??/92)  250.046  (m)          820.36   (f) ADJ UNCH    2 0
 GF0368
 GF0368.Superseded values are not recommended for survey control.
 GF0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0368.See file dsdata.txt to determine how the superseded data were derived.
 GF0368
 GF0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV875906(NAD 83)
 GF0368_MARKER: DB = BENCH MARK DISK
 GF0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0368_SP_SET: BRIDGE
 GF0368_STAMPING: P 18 1932 ELEV 820.359 FT
 GF0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0368
 GF0368  HISTORY     - Date     Condition        Report By
 GF0368  HISTORY     - 1932     MONUMENTED       CGS
 GF0368  HISTORY     - 1935     GOOD             NGS
 GF0368  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0368
 GF0368                          STATION DESCRIPTION
 GF0368
 GF0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0368'5.7 MI NW FROM JASPER.
 GF0368'5.7 MILES NORTHWEST OF JASPER, NEWTON COUNTY, ARKANSAS, ON
 GF0368'ARKANSAS STATE HIGHWAY 7 (IN BUFFALO BRIDGE), IN EAST END OF STEEL
 GF0368'BRIDGE APPROACH, 50 FEET EAST OF EAST END OF BRIDGE, 15 FEET
 GF0368'SOUTH OF CENTER-LINE OF STATE HIGHWAY 7, 3 1/2 FEET WEST OF EAST
 GF0368'END OF BRIDGE APPROACH, 12 INCHES ABOVE BRIDGE APPROACH ROAD
 GF0368'SURFACE, ON CENTER-LINE OF BRIDGE APPROACH RAMP.  STANDARD
 GF0368'USC AND GS TABLET CEMENTED INTO BRIDGE RAMP.
 GF0368
 GF0368                          STATION RECOVERY (1965)
 GF0368
 GF0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0059 ***********************************************************************
 GF0059  DESIGNATION -  P 18
 GF0059  PID         -  GF0059
 GF0059  STATE/COUNTY-  AR/BAXTER
 GF0059  USGS QUAD   -  NORFORK (1966)
 GF0059
 GF0059                         *CURRENT SURVEY CONTROL
 GF0059  ___________________________________________________________________
 GF0059* NAD 83(1986)-  36 09 50.     (N)    092 15 24.     (W)     SCALED    
 GF0059* NAVD 88     -       117.617  (meters)     385.88   (feet)  ADJUSTED  
 GF0059  ___________________________________________________________________
 GF0059  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0059  DYNAMIC HT  -         117.515 (meters)     385.55  (feet)  COMP
 GF0059  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GF0059
 GF0059  VERT ORDER  -  SECOND    CLASS 0
 GF0059
 GF0059.The horizontal coordinates were scaled from a topographic map and have
 GF0059.an estimated accuracy of +/- 6 seconds.
 GF0059
 GF0059.The orthometric height was determined by differential leveling
 GF0059.and adjusted by the National Geodetic Survey in June 1991..
 GF0059
 GF0059.The geoid height was determined by GEOID03.
 GF0059
 GF0059.The dynamic height is computed by dividing the NAVD 88
 GF0059.geopotential number by the normal gravity value computed on the
 GF0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0059.degrees latitude (g = 980.6199 gals.).
 GF0059
 GF0059.The modeled gravity was interpolated from observed gravity values.
 GF0059
 GF0059;                    North         East    Units  Estimated Accuracy
 GF0059;SPC AR N     -   203,120.      376,910.      MT  (+/- 180 meters Scaled)
 GF0059
 GF0059                          SUPERSEDED SURVEY CONTROL
 GF0059
 GF0059  NGVD 29 (??/??/92)  117.512  (m)          385.54   (f) ADJ UNCH    2 0
 GF0059
 GF0059.Superseded values are not recommended for survey control.
 GF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0059.See file dsdata.txt to determine how the superseded data were derived.
 GF0059
 GF0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA668023(NAD 83)
 GF0059_MARKER: DB = BENCH MARK DISK
 GF0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0059_STAMPING: P-18 1934
 GF0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0059+STABILITY: SURFACE MOTION
 GF0059
 GF0059  HISTORY     - Date     Condition        Report By
 GF0059  HISTORY     - 1934     MONUMENTED       CGS
 GF0059  HISTORY     - 1962     MARK NOT FOUND   USGS
 GF0059
 GF0059                          STATION DESCRIPTION
 GF0059
 GF0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0059'6.7 MI SE FROM NORFORK.
 GF0059'ABOUT .22 MILE WEST OF CHASTAIN STATION, 38 FEET NORTHWEST OF
 GF0059'POLE 350-21, 16.4 FEET WEST OF CENTER OF GATE AT NORTH SIDE OF
 GF0059'THE RAILROAD, 47 FEET NORTHWEST OF INTERSECTION OF CENTERLINES
 GF0059'OF RAILROAD AND GRADE CROSSING, 46.3 FEET NORTH OF MISSOURI
 GF0059'PACIFIC R.R. CENTERLINE, 2 FEET SOUTH OF R/W FENCE.  TABLET SET
 GF0059'IN TOP OF A PRECAST CONCRETE POST.
 GF0059
 GF0059                          STATION RECOVERY (1962)
 GF0059
 GF0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GF0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0834 ***********************************************************************
 FF0834  DESIGNATION -  P 180
 FF0834  PID         -  FF0834
 FF0834  STATE/COUNTY-  AR/POINSETT
 FF0834  USGS QUAD   -  WEINER (1980)
 FF0834
 FF0834                         *CURRENT SURVEY CONTROL
 FF0834  ___________________________________________________________________
 FF0834* NAD 83(1986)-  35 35 38.     (N)    090 54 47.     (W)     SCALED    
 FF0834* NAVD 88     -        73.964  (meters)     242.66   (feet)  ADJUSTED  
 FF0834  ___________________________________________________________________
 FF0834  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0834  DYNAMIC HT  -          73.900 (meters)     242.45  (feet)  COMP
 FF0834  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 FF0834
 FF0834  VERT ORDER  -  FIRST     CLASS II
 FF0834
 FF0834.The horizontal coordinates were scaled from a topographic map and have
 FF0834.an estimated accuracy of +/- 6 seconds.
 FF0834
 FF0834.The orthometric height was determined by differential leveling
 FF0834.and adjusted by the National Geodetic Survey in June 1991..
 FF0834
 FF0834.The geoid height was determined by GEOID03.
 FF0834
 FF0834.The dynamic height is computed by dividing the NAVD 88
 FF0834.geopotential number by the normal gravity value computed on the
 FF0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0834.degrees latitude (g = 980.6199 gals.).
 FF0834
 FF0834.The modeled gravity was interpolated from observed gravity values.
 FF0834
 FF0834;                    North         East    Units  Estimated Accuracy
 FF0834;SPC AR N     -   140,390.      498,500.      MT  (+/- 180 meters Scaled)
 FF0834
 FF0834                          SUPERSEDED SURVEY CONTROL
 FF0834
 FF0834  NGVD 29 (??/??/??)   73.905  (m)          242.47   (f) ADJUSTED    1 2
 FF0834
 FF0834.Superseded values are not recommended for survey control.
 FF0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0834.See file dsdata.txt to determine how the superseded data were derived.
 FF0834
 FF0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV890409(NAD 83)
 FF0834_MARKER: DB = BENCH MARK DISK
 FF0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0834_STAMPING: P 180 1956
 FF0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0834+STABILITY: SURFACE MOTION
 FF0834
 FF0834  HISTORY     - Date     Condition        Report By
 FF0834  HISTORY     - 1956     MONUMENTED       CGS
 FF0834  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0834
 FF0834                          STATION DESCRIPTION
 FF0834
 FF0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0834'2 MI S FROM WEINER.
 FF0834'2.0 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0834'THE STATION AT WEINER, NEAR THE NORTHWEST CORNER OF WEINER
 FF0834'AIRPORT, 116 FEET EAST OF CENTER LINE OF STATE HIGHWAY 39, 132
 FF0834'FEET SOUTH OF CENTER LINE OF A GRAVEL ROAD EAST, 18 1/2 FEET SOUTH
 FF0834'OF SOUTHEAST CORNER OF HANGAR, 3 3/4 FEET NORTHEAST OF SOUTH END
 FF0834'OF SLIDING HANGAR DOOR FRAME, ABOUT LEVEL WITH HIGHWAY AND SET IN
 FF0834'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FF0834
 FF0834                          STATION RECOVERY (1976)
 FF0834
 FF0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1181 ***********************************************************************
 FF1181  DESIGNATION -  P 181
 FF1181  PID         -  FF1181
 FF1181  STATE/COUNTY-  AR/CROSS
 FF1181  USGS QUAD   -  TILTON (1980)
 FF1181
 FF1181                         *CURRENT SURVEY CONTROL
 FF1181  ___________________________________________________________________
 FF1181* NAD 83(1986)-  35 17 40.     (N)    091 01 11.     (W)     SCALED    
 FF1181* NAVD 88     -        66.821  (meters)     219.23   (feet)  ADJUSTED  
 FF1181  ___________________________________________________________________
 FF1181  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1181  DYNAMIC HT  -          66.762 (meters)     219.03  (feet)  COMP
 FF1181  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 FF1181
 FF1181  VERT ORDER  -  FIRST     CLASS II
 FF1181
 FF1181.The horizontal coordinates were scaled from a topographic map and have
 FF1181.an estimated accuracy of +/- 6 seconds.
 FF1181
 FF1181.The orthometric height was determined by differential leveling
 FF1181.and adjusted by the National Geodetic Survey in June 1991..
 FF1181
 FF1181.The geoid height was determined by GEOID03.
 FF1181
 FF1181.The dynamic height is computed by dividing the NAVD 88
 FF1181.geopotential number by the normal gravity value computed on the
 FF1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1181.degrees latitude (g = 980.6199 gals.).
 FF1181
 FF1181.The modeled gravity was interpolated from observed gravity values.
 FF1181
 FF1181;                    North         East    Units  Estimated Accuracy
 FF1181;SPC AR N     -   107,070.      489,160.      MT  (+/- 180 meters Scaled)
 FF1181
 FF1181                          SUPERSEDED SURVEY CONTROL
 FF1181
 FF1181  NGVD 29 (??/??/??)   66.781  (m)          219.10   (f) ADJUSTED    1 2
 FF1181
 FF1181.Superseded values are not recommended for survey control.
 FF1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1181.See file dsdata.txt to determine how the superseded data were derived.
 FF1181
 FF1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV800074(NAD 83)
 FF1181_MARKER: DB = BENCH MARK DISK
 FF1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1181_STAMPING: P 181 1956
 FF1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1181+STABILITY: SURFACE MOTION
 FF1181
 FF1181  HISTORY     - Date     Condition        Report By
 FF1181  HISTORY     - 1956     MONUMENTED       CGS
 FF1181  HISTORY     - 20030612 POOR             USACE
 FF1181
 FF1181                          STATION DESCRIPTION
 FF1181
 FF1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1181'3.6 MI N FROM FAIROAKS.
 FF1181'3.55 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1181'THE STATION AT FAIROAKS, AT A GRAVEL ROAD CROSSING, 46 FEET WEST
 FF1181'OF WEST RAIL, 33 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD, 87 FEET
 FF1181'NORTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 169/02, 62
 FF1181'FEET SOUTHWEST OF CENTER OF CROSSING, 36 FEET SOUTHWEST OF CROSSING
 FF1181'WARNING SIGN, 47 FEET SOUTHEAST OF SOUTHEAST CORNER OF A WOODEN
 FF1181'BRIDGE ON GRAVEL ROAD, 64 FEET SOUTH AND ACROSS ROAD FROM COMBINATION
 FF1181'TELEPHONE AND POWER POLE NO. 218/8 ON AN EAST-WEST LINE, 51 FEET
 FF1181'NORTHWEST OF A TELEPHONE POLE (THE FIRST POLE SOUTH OF CROSSING ON
 FF1181'WEST SIDE OF TRACK), 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 FF1181'ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF1181'POST PROJECTING 3 INCHES.
 FF1181
 FF1181                          STATION RECOVERY (2003)
 FF1181
 FF1181'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1181'CONCRETE SLAB FOUND WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0713 ***********************************************************************
 FF0713  DESIGNATION -  P 182
 FF0713  PID         -  FF0713
 FF0713  STATE/COUNTY-  AR/POINSETT
 FF0713  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0713
 FF0713                         *CURRENT SURVEY CONTROL
 FF0713  ___________________________________________________________________
 FF0713* NAD 83(1986)-  35 29 22.     (N)    090 41 40.     (W)     SCALED    
 FF0713* NAVD 88     -       121.576  (meters)     398.87   (feet)  ADJUSTED  
 FF0713  ___________________________________________________________________
 FF0713  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0713  DYNAMIC HT  -         121.468 (meters)     398.52  (feet)  COMP
 FF0713  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FF0713
 FF0713  VERT ORDER  -  FIRST     CLASS II
 FF0713
 FF0713.The horizontal coordinates were scaled from a topographic map and have
 FF0713.an estimated accuracy of +/- 6 seconds.
 FF0713
 FF0713.The orthometric height was determined by differential leveling
 FF0713.and adjusted by the National Geodetic Survey in June 1991..
 FF0713
 FF0713.The geoid height was determined by GEOID03.
 FF0713
 FF0713.The dynamic height is computed by dividing the NAVD 88
 FF0713.geopotential number by the normal gravity value computed on the
 FF0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0713.degrees latitude (g = 980.6199 gals.).
 FF0713
 FF0713.The modeled gravity was interpolated from observed gravity values.
 FF0713
 FF0713;                    North         East    Units  Estimated Accuracy
 FF0713;SPC AR N     -   129,050.      518,460.      MT  (+/- 180 meters Scaled)
 FF0713
 FF0713                          SUPERSEDED SURVEY CONTROL
 FF0713
 FF0713  NGVD 29 (??/??/??)  121.521  (m)          398.69   (f) ADJUSTED    1 2
 FF0713
 FF0713.Superseded values are not recommended for survey control.
 FF0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0713.See file dsdata.txt to determine how the superseded data were derived.
 FF0713
 FF0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV091297(NAD 83)
 FF0713_MARKER: DB = BENCH MARK DISK
 FF0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0713_STAMPING: P 182 1956
 FF0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0713+STABILITY: SURFACE MOTION
 FF0713
 FF0713  HISTORY     - Date     Condition        Report By
 FF0713  HISTORY     - 1956     MONUMENTED       CGS
 FF0713  HISTORY     - 1970     GOOD             NGS
 FF0713  HISTORY     - 20030507 MARK NOT FOUND   USACE
 FF0713
 FF0713                          STATION DESCRIPTION
 FF0713
 FF0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0713'4.2 MI NE FROM WHITEHALL.
 FF0713'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0713'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, THENCE ABOUT
 FF0713'2.55 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.8
 FF0713'MILE SOUTHEAST OF JUNCTION OF A GRAVEL ROAD SOUTH, ABOUT 0.65
 FF0713'MILE WEST OF JUNCTION OF A GRAVEL ROAD EAST, 29 1/2 FEET NORTH
 FF0713'OF CENTER LINE OF ROAD, 40 FEET WEST OF CENTER LINE OF A WOODS
 FF0713'TRAIL LEADING NORTH PAST THE NORTH SIDE OF A SAW DUST PIPE AT
 FF0713'FORMER SAW MILL LOCATION, 48 FEET WEST AND ACROSS TRAIL FROM A
 FF0713'10-INCH WHITE OAK TREE, 6 FEET SOUTHEAST OF A 10-INCH RED OAK
 FF0713'TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0713'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0713'3 INCHES.
 FF0713
 FF0713                          STATION RECOVERY (1970)
 FF0713
 FF0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FF0713'RECOVERED IN GOOD CONDITION.
 FF0713
 FF0713                          STATION RECOVERY (2003)
 FF0713
 FF0713'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0868 ***********************************************************************
 FF0868  DESIGNATION -  P 183
 FF0868  PID         -  FF0868
 FF0868  STATE/COUNTY-  AR/CRAIGHEAD
 FF0868  USGS QUAD   -  HERMAN (1980)
 FF0868
 FF0868                         *CURRENT SURVEY CONTROL
 FF0868  ___________________________________________________________________
 FF0868* NAD 83(1986)-  35 49 42.     (N)    090 46 56.     (W)     SCALED    
 FF0868* NAVD 88     -        90.100  (meters)     295.60   (feet)  ADJUSTED  
 FF0868  ___________________________________________________________________
 FF0868  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FF0868  DYNAMIC HT  -          90.024 (meters)     295.35  (feet)  COMP
 FF0868  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 FF0868
 FF0868  VERT ORDER  -  FIRST     CLASS II
 FF0868
 FF0868.The horizontal coordinates were scaled from a topographic map and have
 FF0868.an estimated accuracy of +/- 6 seconds.
 FF0868
 FF0868.The orthometric height was determined by differential leveling
 FF0868.and adjusted by the National Geodetic Survey in June 1991..
 FF0868
 FF0868.The geoid height was determined by GEOID03.
 FF0868
 FF0868.The dynamic height is computed by dividing the NAVD 88
 FF0868.geopotential number by the normal gravity value computed on the
 FF0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0868.degrees latitude (g = 980.6199 gals.).
 FF0868
 FF0868.The modeled gravity was interpolated from observed gravity values.
 FF0868
 FF0868;                    North         East    Units  Estimated Accuracy
 FF0868;SPC AR N     -   166,540.      510,030.      MT  (+/- 180 meters Scaled)
 FF0868
 FF0868                          SUPERSEDED SURVEY CONTROL
 FF0868
 FF0868  NGVD 29 (??/??/??)   90.018  (m)          295.33   (f) ADJUSTED    1 2
 FF0868
 FF0868.Superseded values are not recommended for survey control.
 FF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0868.See file dsdata.txt to determine how the superseded data were derived.
 FF0868
 FF0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV003671(NAD 83)
 FF0868_MARKER: DB = BENCH MARK DISK
 FF0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0868_STAMPING: P 183 1956
 FF0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0868+STABILITY: SURFACE MOTION
 FF0868
 FF0868  HISTORY     - Date     Condition        Report By
 FF0868  HISTORY     - 1956     MONUMENTED       CGS
 FF0868  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0868
 FF0868                          STATION DESCRIPTION
 FF0868
 FF0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0868'4.6 MI SW FROM JONESBORO.
 FF0868'4.55 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0868'FROM THE STATION AT JONESBORO, ABOUT 4.2 MILES NORTHEAST OF
 FF0868'ROAD CROSSING AT GIBSON, CRAIGHEAD COUNTY, ABOUT 0.3 MILE
 FF0868'SOUTHWEST OF A CURVE IN TRACK WITH TANGENTS EXTENDING SOUTHWEST
 FF0868'AND EAST-NORTHEAST, 36.6 FEET SOUTHEAST OF SOUTHEAST RAIL, 3
 FF0868'FEET NORTH OF TELEPHONE POLE NO. 129/12, 9 1/2 FEET NORTHWEST
 FF0868'OF A FENCE LINE, NEAR THE NORTHEAST END OF A CUT, ABOUT 1 1/2
 FF0868'FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A 3-INCH IRON
 FF0868'PIPE PROJECTING 8 INCHES.
 FF0868
 FF0868                          STATION RECOVERY (2002)
 FF0868
 FF0868'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0088 ***********************************************************************
 FF0088  DESIGNATION -  P 184
 FF0088  PID         -  FF0088
 FF0088  STATE/COUNTY-  AR/CRAIGHEAD
 FF0088  USGS QUAD   -  LEACHVILLE (1983)
 FF0088
 FF0088                         *CURRENT SURVEY CONTROL
 FF0088  ___________________________________________________________________
 FF0088* NAD 83(1986)-  35 52 33.     (N)    090 20 26.     (W)     SCALED    
 FF0088* NAVD 88     -        71.312  (meters)     233.96   (feet)  POSTED    
 FF0088  ___________________________________________________________________
 FF0088  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FF0088  DYNAMIC HT  -          71.250 (meters)     233.76  (feet)  COMP
 FF0088  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 FF0088
 FF0088  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0088
 FF0088.The horizontal coordinates were scaled from a topographic map and have
 FF0088.an estimated accuracy of +/- 6 seconds.
 FF0088
 FF0088.The orthometric height was determined by differential leveling
 FF0088.and adjusted by the National Geodetic Survey in 1992..
 FF0088.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0088.rate of 0.0 thru 1.0 mm/km.
 FF0088
 FF0088.The geoid height was determined by GEOID03.
 FF0088
 FF0088.The dynamic height is computed by dividing the NAVD 88
 FF0088.geopotential number by the normal gravity value computed on the
 FF0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0088.degrees latitude (g = 980.6199 gals.).
 FF0088
 FF0088.The modeled gravity was interpolated from observed gravity values.
 FF0088
 FF0088;                    North         East    Units  Estimated Accuracy
 FF0088;SPC AR N     -   172,390.      549,840.      MT  (+/- 180 meters Scaled)
 FF0088
 FF0088                          SUPERSEDED SURVEY CONTROL
 FF0088
 FF0088  NGVD 29 (??/??/??)   71.277  (m)          233.85   (f) ADJUSTED    1 2
 FF0088
 FF0088.Superseded values are not recommended for survey control.
 FF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0088.See file dsdata.txt to determine how the superseded data were derived.
 FF0088
 FF0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV400734(NAD 83)
 FF0088_MARKER: DB = BENCH MARK DISK
 FF0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0088_STAMPING: P 184 1956
 FF0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0088+STABILITY: SURFACE MOTION
 FF0088
 FF0088  HISTORY     - Date     Condition        Report By
 FF0088  HISTORY     - 1956     MONUMENTED       CGS
 FF0088  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0088
 FF0088                          STATION DESCRIPTION
 FF0088
 FF0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0088'1 MI S FROM MONETTE.
 FF0088'ABOUT 1.0 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0088'FROM THE CROSSING OF STATE HIGHWAY 18 AT MONETTE, ACROSS TRACK
 FF0088'FROM A POINT BETWEEN THE 6TH AND 7TH TELEPHONE POLE NORTH OF
 FF0088'MILE POLE 269, AT A CROSSING OF A DRIVE WEST TO A FARM HOUSE,
 FF0088'45 1/2 FEET WEST OF WEST RAIL, 57 1/2 FEET NORTH-NORTHWEST OF
 FF0088'TELEPHONE POLE NO. 1153, 92 FEET SOUTH-SOUTHWEST OF TELEPHONE
 FF0088'POLE NO. 1152, 120 FEET SOUTHEAST OF SOUTHEAST CORNER OF CARPORT
 FF0088'OF HOUSE, 78 FEET SOUTHWEST OF CENTER OF CROSSING, 92 FEET
 FF0088'SOUTHWEST AND ACROSS TRACK AND DRIVE FROM CROSSING WARNING SIGN,
 FF0088'1 1/2 FEET NORTH OF A FENCE CORNER, ABOUT 1 FOOT BELOW LEVEL OF
 FF0088'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0088
 FF0088                          STATION RECOVERY (2002)
 FF0088
 FF0088'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0088'THE STATION IS ASSUMED DESTROYED BY FARM MACHINERY. RR NO LONGER
 FF0088'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1853 ***********************************************************************
 FE1853  DESIGNATION -  P 185
 FE1853  PID         -  FE1853
 FE1853  STATE/COUNTY-  AR/MISSISSIPPI
 FE1853  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1853
 FE1853                         *CURRENT SURVEY CONTROL
 FE1853  ___________________________________________________________________
 FE1853* NAD 83(1986)-  35 53 45.     (N)    089 58 11.     (W)     SCALED    
 FE1853* NAVD 88     -        74.819  (meters)     245.47   (feet)  ADJUSTED  
 FE1853  ___________________________________________________________________
 FE1853  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE1853  DYNAMIC HT  -          74.756 (meters)     245.26  (feet)  COMP
 FE1853  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1853
 FE1853  VERT ORDER  -  FIRST     CLASS II
 FE1853
 FE1853.The horizontal coordinates were scaled from a topographic map and have
 FE1853.an estimated accuracy of +/- 6 seconds.
 FE1853
 FE1853.The orthometric height was determined by differential leveling
 FE1853.and adjusted by the National Geodetic Survey in June 1991..
 FE1853
 FE1853.The geoid height was determined by GEOID03.
 FE1853
 FE1853.The dynamic height is computed by dividing the NAVD 88
 FE1853.geopotential number by the normal gravity value computed on the
 FE1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1853.degrees latitude (g = 980.6199 gals.).
 FE1853
 FE1853.The modeled gravity was interpolated from observed gravity values.
 FE1853
 FE1853;                    North         East    Units  Estimated Accuracy
 FE1853;SPC AR N     -   175,240.      583,280.      MT  (+/- 180 meters Scaled)
 FE1853
 FE1853                          SUPERSEDED SURVEY CONTROL
 FE1853
 FE1853  NGVD 29 (??/??/??)   74.777  (m)          245.33   (f) ADJUSTED    1 2
 FE1853
 FE1853.Superseded values are not recommended for survey control.
 FE1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1853.See file dsdata.txt to determine how the superseded data were derived.
 FE1853
 FE1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE319764(NAD 83)
 FE1853_MARKER: DB = BENCH MARK DISK
 FE1853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1853_SP_SET: CULVERT
 FE1853_STAMPING: P 185 1956
 FE1853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1853
 FE1853  HISTORY     - Date     Condition        Report By
 FE1853  HISTORY     - 1956     MONUMENTED       CGS
 FE1853  HISTORY     - 1987     GOOD             USPSQD
 FE1853  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1853
 FE1853                          STATION DESCRIPTION
 FE1853
 FE1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1853'3.2 MI SW FROM BLYTHEVILLE.
 FE1853'3.25 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FE1853'FROM THE CROSSING OF 21ST STREET (STATE HIGHWAY 18) AT
 FE1853'BLYTHEVILLE, ACROSS HIGHWAY FROM TELEPHONE POLE NO. 178, ABOUT
 FE1853'12 YARDS NORTH OF POWER TRANSMISSION POLE NO. 112, IN THE TOP
 FE1853'OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT
 FE1853'CONCRETE CULVERT UNDER HIGHWAY 18, 22 FEET SOUTHEAST OF CENTER
 FE1853'LINE OF HIGHWAY, 102 FEET SOUTHEAST AND ACROSS HIGHWAY FROM
 FE1853'SOUTHEAST RAIL AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 FE1853
 FE1853                          STATION RECOVERY (1987)
 FE1853
 FE1853'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1853'RECOVERED IN GOOD CONDITION.
 FE1853
 FE1853                          STATION RECOVERY (2002)
 FE1853
 FE1853'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1853'THE STATION HAS BEEN DESTROYED DUE TO HWY WIDENING AND NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0168 ***********************************************************************
 GE0168  DESIGNATION -  P 186
 GE0168  PID         -  GE0168
 GE0168  STATE/COUNTY-  AR/GREENE
 GE0168  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0168
 GE0168                         *CURRENT SURVEY CONTROL
 GE0168  ___________________________________________________________________
 GE0168* NAD 83(1986)-  36 04 23.     (N)    090 23 12.     (W)     SCALED    
 GE0168* NAVD 88     -        75.068  (meters)     246.29   (feet)  ADJUSTED  
 GE0168  ___________________________________________________________________
 GE0168  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GE0168  DYNAMIC HT  -          75.006 (meters)     246.08  (feet)  COMP
 GE0168  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GE0168
 GE0168  VERT ORDER  -  FIRST     CLASS II
 GE0168
 GE0168.The horizontal coordinates were scaled from a topographic map and have
 GE0168.an estimated accuracy of +/- 6 seconds.
 GE0168
 GE0168.The orthometric height was determined by differential leveling
 GE0168.and adjusted by the National Geodetic Survey in June 1991..
 GE0168
 GE0168.The geoid height was determined by GEOID03.
 GE0168
 GE0168.The dynamic height is computed by dividing the NAVD 88
 GE0168.geopotential number by the normal gravity value computed on the
 GE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0168.degrees latitude (g = 980.6199 gals.).
 GE0168
 GE0168.The modeled gravity was interpolated from observed gravity values.
 GE0168
 GE0168;                    North         East    Units  Estimated Accuracy
 GE0168;SPC AR N     -   194,200.      545,320.      MT  (+/- 180 meters Scaled)
 GE0168
 GE0168                          SUPERSEDED SURVEY CONTROL
 GE0168
 GE0168  NGVD 29 (??/??/92)   75.061  (m)          246.26   (f) ADJ UNCH    1 2
 GE0168
 GE0168.Superseded values are not recommended for survey control.
 GE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0168.See file dsdata.txt to determine how the superseded data were derived.
 GE0168
 GE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV353952(NAD 83)
 GE0168_MARKER: DB = BENCH MARK DISK
 GE0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0168_STAMPING: P 186 1956
 GE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0168+STABILITY: SURFACE MOTION
 GE0168
 GE0168  HISTORY     - Date     Condition        Report By
 GE0168  HISTORY     - 1956     MONUMENTED       CGS
 GE0168  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0168
 GE0168                          STATION DESCRIPTION
 GE0168
 GE0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0168'6 MI E FROM PARAGOULD.
 GE0168'ABOUT 5.95 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0168'FROM THE STATION AT PARAGOULD, ABOUT 0.6 MILE WEST OF ROAD
 GE0168'CROSSING AT BARD, SOUTH AND ACROSS TRACK FROM A POINT ABOUT
 GE0168'MIDWAY BETWEEN TELEPHONE POLES 108/08 AND 108/09, 99 1/2 FEET
 GE0168'SOUTH AND ACROSS A GRAVEL ROAD FROM THE SOUTH RAIL, 52 FEET
 GE0168'SOUTH AND ACROSS ROAD FROM A POWER POLE WITH A TRANSFORMER, 37
 GE0168'FEET SOUTH OF CENTER LINE OF ROAD, 56 FEET WEST-NORTHWEST OF
 GE0168'NORTHWEST CORNER OF A BARN, 48 1/2 FEET SOUTHEAST OF SOUTHEAST
 GE0168'CORNER OF A WOODEN DECK BRIDGE OVER A LARGE DRAINAGE DITCH ON
 GE0168'ROAD, 16 1/2 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE
 GE0168'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 GE0168'BELOW LEVEL OF TRACK, ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET
 GE0168'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0168
 GE0168                          STATION RECOVERY (1981)
 GE0168
 GE0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0113 ***********************************************************************
 GE0113  DESIGNATION -  P 187
 GE0113  PID         -  GE0113
 GE0113  STATE/COUNTY-  AR/GREENE
 GE0113  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0113
 GE0113                         *CURRENT SURVEY CONTROL
 GE0113  ___________________________________________________________________
 GE0113* NAD 83(1986)-  36 06 29.     (N)    090 26 39.     (W)     SCALED    
 GE0113* NAVD 88     -        83.137  (meters)     272.76   (feet)  ADJUSTED  
 GE0113  ___________________________________________________________________
 GE0113  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GE0113  DYNAMIC HT  -          83.068 (meters)     272.53  (feet)  COMP
 GE0113  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GE0113
 GE0113  VERT ORDER  -  FIRST     CLASS II
 GE0113
 GE0113.The horizontal coordinates were scaled from a topographic map and have
 GE0113.an estimated accuracy of +/- 6 seconds.
 GE0113
 GE0113.The orthometric height was determined by differential leveling
 GE0113.and adjusted by the National Geodetic Survey in June 1991..
 GE0113
 GE0113.The geoid height was determined by GEOID03.
 GE0113
 GE0113.The dynamic height is computed by dividing the NAVD 88
 GE0113.geopotential number by the normal gravity value computed on the
 GE0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0113.degrees latitude (g = 980.6199 gals.).
 GE0113
 GE0113.The modeled gravity was interpolated from observed gravity values.
 GE0113
 GE0113;                    North         East    Units  Estimated Accuracy
 GE0113;SPC AR N     -   198,000.      540,080.      MT  (+/- 180 meters Scaled)
 GE0113
 GE0113                          SUPERSEDED SURVEY CONTROL
 GE0113
 GE0113  NGVD 29 (??/??/92)   83.129  (m)          272.73   (f) ADJ UNCH    1 2
 GE0113
 GE0113.Superseded values are not recommended for survey control.
 GE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0113.See file dsdata.txt to determine how the superseded data were derived.
 GE0113
 GE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV300989(NAD 83)
 GE0113_MARKER: DB = BENCH MARK DISK
 GE0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0113_STAMPING: P 187 1956
 GE0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0113+STABILITY: SURFACE MOTION
 GE0113
 GE0113  HISTORY     - Date     Condition        Report By
 GE0113  HISTORY     - 1956     MONUMENTED       CGS
 GE0113  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GE0113
 GE0113                          STATION DESCRIPTION
 GE0113
 GE0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0113'4.4 MI NE FROM PARAGOULD.
 GE0113'ABOUT 4.4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0113'RAILWAY FROM THE STATION AT PARAGOULE, ABOUT 8 TELEPHONE POLES
 GE0113'SOUTHWEST OF MILE POLE 99, ABOUT 0.2 MILE SOUTHWEST OF A POINT
 GE0113'WHERE STATE HIGHWAY 1 TURNS WEST AWAY FROM TRACK AND PARALLELS
 GE0113'THE NORTHWEST SIDE OF TRACK TO THE NORTHEAST, 44 1/2 FEET
 GE0113'NORTHWEST OF NORTHWEST RAIL, 33 1/2 FEET NORTHWEST OF NORTHEAST
 GE0113'END OF RAILROAD TRESTLE NO. 99.26, 8 FEET NORTH-NORTHWEST OF
 GE0113'TELEPHONE POLE NO. 1267, 1 FOOT SOUTHEAST OF A FENCE LINE, 2 FEET
 GE0113'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW
 GE0113'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0113'3 INCHES.
 GE0113
 GE0113                          STATION RECOVERY (2002)
 GE0113
 GE0113'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0141 ***********************************************************************
 GE0141  DESIGNATION -  P 188
 GE0141  PID         -  GE0141
 GE0141  STATE/COUNTY-  AR/CLAY
 GE0141  USGS QUAD   -  POLLARD (1984)
 GE0141
 GE0141                         *CURRENT SURVEY CONTROL
 GE0141  ___________________________________________________________________
 GE0141* NAD 83(1986)-  36 25 58.     (N)    090 19 21.     (W)     SCALED    
 GE0141* NAVD 88     -       127.820  (meters)     419.36   (feet)  ADJUSTED  
 GE0141  ___________________________________________________________________
 GE0141  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GE0141  DYNAMIC HT  -         127.715 (meters)     419.01  (feet)  COMP
 GE0141  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GE0141
 GE0141  VERT ORDER  -  FIRST     CLASS II
 GE0141
 GE0141.The horizontal coordinates were scaled from a topographic map and have
 GE0141.an estimated accuracy of +/- 6 seconds.
 GE0141
 GE0141.The orthometric height was determined by differential leveling
 GE0141.and adjusted by the National Geodetic Survey in June 1991..
 GE0141
 GE0141.The geoid height was determined by GEOID03.
 GE0141
 GE0141.The dynamic height is computed by dividing the NAVD 88
 GE0141.geopotential number by the normal gravity value computed on the
 GE0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0141.degrees latitude (g = 980.6199 gals.).
 GE0141
 GE0141.The modeled gravity was interpolated from observed gravity values.
 GE0141
 GE0141;                    North         East    Units  Estimated Accuracy
 GE0141;SPC AR N     -   234,210.      550,420.      MT  (+/- 180 meters Scaled)
 GE0141
 GE0141                          SUPERSEDED SURVEY CONTROL
 GE0141
 GE0141  NGVD 29 (??/??/92)  127.808  (m)          419.32   (f) ADJ UNCH    1 2
 GE0141
 GE0141.Superseded values are not recommended for survey control.
 GE0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0141.See file dsdata.txt to determine how the superseded data were derived.
 GE0141
 GE0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA400352(NAD 83)
 GE0141_MARKER: DB = BENCH MARK DISK
 GE0141_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0141_SP_SET: 40 FEET
 GE0141_STAMPING: P 188 1956
 GE0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0141+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0141
 GE0141  HISTORY     - Date     Condition        Report By
 GE0141  HISTORY     - 1956     MONUMENTED       CGS
 GE0141  HISTORY     - 20020801 GOOD             USACE
 GE0141
 GE0141                          STATION DESCRIPTION
 GE0141
 GE0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0141'3.8 MI E FROM MC DOUGAL.
 GE0141'ABOUT 3.75 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN
 GE0141'AT MC DOUGAL, ABOUT 3.2 MILES WEST OF BRIDGE OVER POLLARD CREEK
 GE0141'AT POLLARD, ABOUT 0.1 MILE EAST OF A HOUSE WITH GREY IMITATION
 GE0141'STONE SIDING (HOUSE IS LOCATED SOUTH OF HIGHWAY AND ON TOP OF A
 GE0141'HIGHWAY CUT), AT THE WEST END OF A CUT AND ON THE OUTSIDE OF A
 GE0141'CURVE IN HIGHWAY WITH TANGENTS EXTENDING EAST-NORTHEAST AND
 GE0141'WEST, 53 FEET SOUTH OF CENTER LINE OF HIGHWAY, 273 FEET
 GE0141'EAST-SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A NARROW
 GE0141'GRAVEL ROAD LEADING NORTHWEST, 88 FEET WEST OF A T FENCE CORNER,
 GE0141'117 FEET SOUTH-SOUTHWEST AND ACROSS HIGHWAY FROM A POWER POLE
 GE0141'FROM WHICH THE POWER LINE CROSSES THE HIGHWAY TO THE EAST, 30
 GE0141'FEET EAST-SOUTHEAST OF A 7-INCH ELM TREE, 11 FEET EAST OF A
 GE0141'CLUSTER OF THREE 5-INCH HONEY LOCUST TREES, 1 FOOT NORTH OF A
 GE0141'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GE0141'1 FOOT BELOW LEVEL OF HIGHWAY AND IS A DISK ON TOP OF A COPPER
 GE0141'COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 4-INCH TILE
 GE0141'WHICH PROJECTS ABOUT 3 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF
 GE0141'48-FEET.
 GE0141
 GE0141                          STATION RECOVERY (2002)
 GE0141
 GE0141'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0141'GOOD THIS DATE, BUT AREA IS UNDRGOING HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1839 ***********************************************************************
 FE1839  DESIGNATION -  P 189
 FE1839  PID         -  FE1839
 FE1839  STATE/COUNTY-  AR/MISSISSIPPI
 FE1839  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1839
 FE1839                         *CURRENT SURVEY CONTROL
 FE1839  ___________________________________________________________________
 FE1839* NAD 83(1986)-  35 55 54.     (N)    089 56 00.     (W)     SCALED    
 FE1839* NAVD 88     -        75.534  (meters)     247.81   (feet)  ADJUSTED  
 FE1839  ___________________________________________________________________
 FE1839  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE1839  DYNAMIC HT  -          75.471 (meters)     247.61  (feet)  COMP
 FE1839  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1839
 FE1839  VERT ORDER  -  FIRST     CLASS II
 FE1839
 FE1839.The horizontal coordinates were scaled from a topographic map and have
 FE1839.an estimated accuracy of +/- 6 seconds.
 FE1839
 FE1839.The orthometric height was determined by differential leveling
 FE1839.and adjusted by the National Geodetic Survey in June 1991..
 FE1839
 FE1839.The geoid height was determined by GEOID03.
 FE1839
 FE1839.The dynamic height is computed by dividing the NAVD 88
 FE1839.geopotential number by the normal gravity value computed on the
 FE1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1839.degrees latitude (g = 980.6199 gals.).
 FE1839
 FE1839.The modeled gravity was interpolated from observed gravity values.
 FE1839
 FE1839;                    North         East    Units  Estimated Accuracy
 FE1839;SPC AR N     -   179,280.      586,480.      MT  (+/- 180 meters Scaled)
 FE1839
 FE1839                          SUPERSEDED SURVEY CONTROL
 FE1839
 FE1839  NGVD 29 (??/??/??)   75.486  (m)          247.66   (f) ADJUSTED    1 2
 FE1839
 FE1839.Superseded values are not recommended for survey control.
 FE1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1839.See file dsdata.txt to determine how the superseded data were derived.
 FE1839
 FE1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE353803(NAD 83)
 FE1839_MARKER: DB = BENCH MARK DISK
 FE1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1839_STAMPING: P 189 1956
 FE1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1839+STABILITY: SURFACE MOTION
 FE1839
 FE1839  HISTORY     - Date     Condition        Report By
 FE1839  HISTORY     - 1956     MONUMENTED       CGS
 FE1839  HISTORY     - 1972     MARK NOT FOUND   USGS
 FE1839
 FE1839                          STATION DESCRIPTION
 FE1839
 FE1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1839'0.8 MI NW FROM BLYTHEVILLE.
 FE1839'0.85 MILE WEST AND NORTHWEST ALONG STATE HIGHWAY 151 FROM THE
 FE1839'JUNCTION OF U.S. HIGHWAY 61 AT BLYTHEVILLE, ABOUT 85 YARDS
 FE1839'NORTHWEST OF A CURVE IN HIGHWAY WITH TANGENTS EXTENDING NORTHWEST
 FE1839'AND EAST, ABOUT 124 YARDS SOUTHEAST OF JUNCTION OF HIGHWAY AND
 FE1839'A DRIVE NORTHEAST TO A FARM, 37 FEET SOUTHWEST OF CENTER LINE OF
 FE1839'HIGHWAY, 2 FEET NORTH OF A POWER POLE, 28 FEET WEST OF CITY LIMIT
 FE1839'SIGN, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF
 FE1839'A CONCRETE POST PROJECTING 3 INCHES.
 FE1839
 FE1839                          STATION RECOVERY (1972)
 FE1839
 FE1839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FE1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0061 ***********************************************************************
 GF0061  DESIGNATION -  P 19
 GF0061  PID         -  GF0061
 GF0061  STATE/COUNTY-  AR/BAXTER
 GF0061  USGS QUAD   -  NORFORK DAM SOUTH (1981)
 GF0061
 GF0061                         *CURRENT SURVEY CONTROL
 GF0061  ___________________________________________________________________
 GF0061* NAD 83(1986)-  36 08 14.     (N)    092 12 55.     (W)     SCALED    
 GF0061* NAVD 88     -       114.674  (meters)     376.23   (feet)  ADJUSTED  
 GF0061  ___________________________________________________________________
 GF0061  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GF0061  DYNAMIC HT  -         114.576 (meters)     375.90  (feet)  COMP
 GF0061  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GF0061
 GF0061  VERT ORDER  -  SECOND    CLASS 0
 GF0061
 GF0061.The horizontal coordinates were scaled from a topographic map and have
 GF0061.an estimated accuracy of +/- 6 seconds.
 GF0061
 GF0061.The orthometric height was determined by differential leveling
 GF0061.and adjusted by the National Geodetic Survey in June 1991..
 GF0061
 GF0061.The geoid height was determined by GEOID03.
 GF0061
 GF0061.The dynamic height is computed by dividing the NAVD 88
 GF0061.geopotential number by the normal gravity value computed on the
 GF0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0061.degrees latitude (g = 980.6199 gals.).
 GF0061
 GF0061.The modeled gravity was interpolated from observed gravity values.
 GF0061
 GF0061;                    North         East    Units  Estimated Accuracy
 GF0061;SPC AR N     -   200,150.      380,620.      MT  (+/- 180 meters Scaled)
 GF0061
 GF0061                          SUPERSEDED SURVEY CONTROL
 GF0061
 GF0061  NGVD 29 (??/??/92)  114.571  (m)          375.89   (f) ADJ UNCH    2 0
 GF0061
 GF0061.Superseded values are not recommended for survey control.
 GF0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0061.See file dsdata.txt to determine how the superseded data were derived.
 GF0061
 GF0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV706994(NAD 83)
 GF0061_MARKER: DB = BENCH MARK DISK
 GF0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0061_STAMPING: P-19 1934
 GF0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0061+STABILITY: SURFACE MOTION
 GF0061
 GF0061  HISTORY     - Date     Condition        Report By
 GF0061  HISTORY     - 1934     MONUMENTED       CGS
 GF0061  HISTORY     - 1962     MARK NOT FOUND   USGS
 GF0061
 GF0061                          STATION DESCRIPTION
 GF0061
 GF0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0061'6 MI NW FROM CALICO ROCK.
 GF0061'AT THE BERRY SWITCH, 90 FEET WEST OF POLE 347-11, 19.4 FEET
 GF0061'NORTHEAST OF RAILROAD CENTERLINE, 39 FEET EAST OF MAIL PICKUP
 GF0061'STAND, 48.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GF0061'STATION.  TABLET SET IN TOP OF A PRECAST CONCRETE POST.
 GF0061
 GF0061                          STATION RECOVERY (1962)
 GF0061
 GF0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GF0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1038 ***********************************************************************
 FG1038  DESIGNATION -  P 19
 FG1038  PID         -  FG1038
 FG1038  STATE/COUNTY-  AR/JOHNSON
 FG1038  USGS QUAD   -  CLARKSVILLE (1993)
 FG1038
 FG1038                         *CURRENT SURVEY CONTROL
 FG1038  ___________________________________________________________________
 FG1038* NAD 83(1986)-  35 28 28.     (N)    093 28 00.     (W)     SCALED    
 FG1038* NAVD 88     -       115.240  (meters)     378.08   (feet)  ADJUSTED  
 FG1038  ___________________________________________________________________
 FG1038  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FG1038  DYNAMIC HT  -         115.134 (meters)     377.74  (feet)  COMP
 FG1038  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 FG1038
 FG1038  VERT ORDER  -  FIRST     CLASS II
 FG1038
 FG1038.The horizontal coordinates were scaled from a topographic map and have
 FG1038.an estimated accuracy of +/- 6 seconds.
 FG1038
 FG1038.The orthometric height was determined by differential leveling
 FG1038.and adjusted by the National Geodetic Survey in June 1991..
 FG1038
 FG1038.The geoid height was determined by GEOID03.
 FG1038
 FG1038.The dynamic height is computed by dividing the NAVD 88
 FG1038.geopotential number by the normal gravity value computed on the
 FG1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1038.degrees latitude (g = 980.6199 gals.).
 FG1038
 FG1038.The modeled gravity was interpolated from observed gravity values.
 FG1038
 FG1038;                    North         East    Units  Estimated Accuracy
 FG1038;SPC AR N     -   127,590.      266,900.      MT  (+/- 180 meters Scaled)
 FG1038
 FG1038                          SUPERSEDED SURVEY CONTROL
 FG1038
 FG1038  NGVD 29 (??/??/92)  115.216  (m)          378.00   (f) ADJ UNCH    1 2
 FG1038
 FG1038.Superseded values are not recommended for survey control.
 FG1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1038.See file dsdata.txt to determine how the superseded data were derived.
 FG1038
 FG1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV576257(NAD 83)
 FG1038_MARKER: DB = BENCH MARK DISK
 FG1038_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 FG1038_STAMPING: 378.004 P 19 1932
 FG1038_MARK LOGO: CGS   
 FG1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1038+STABILITY: POSITION/ELEVATION WELL
 FG1038
 FG1038  HISTORY     - Date     Condition        Report By
 FG1038  HISTORY     - 1932     MONUMENTED       CGS
 FG1038  HISTORY     - 1984     GOOD             NGS
 FG1038  HISTORY     - 1987     GOOD             USPSQD
 FG1038  HISTORY     - 1988     GOOD             USPSQD
 FG1038  HISTORY     - 1989     GOOD             USPSQD
 FG1038  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FG1038  HISTORY     - 19920701 MARK NOT FOUND   USGS
 FG1038
 FG1038                          STATION DESCRIPTION
 FG1038
 FG1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG1038'0.7 MI E FROM CLARKSVILLE.
 FG1038'ABOUT 0.7 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FG1038'CLARKSVILLE, JOHNSON COUNTY, IN THE EAST PIER OF PLATE-GIRDER BRIDGE
 FG1038'271 OVER BIG SPADRA RIVER, 1.5 FEET SOUTH OF THE NORTH END, 13 FEET
 FG1038'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 FEET LOWER THAN THE
 FG1038'TOP OF THE RAIL.  A STANDARD DISK, STAMPED 378.004 P 19 1932.
 FG1038
 FG1038                          STATION RECOVERY (1984)
 FG1038
 FG1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1038'RECOVERED IN GOOD CONDITION.  NOTE, DELETE BRIDGE 271, ADD BRIDGE
 FG1038'4431.
 FG1038
 FG1038                          STATION RECOVERY (1987)
 FG1038
 FG1038'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1038'RECOVERED IN GOOD CONDITION.
 FG1038
 FG1038                          STATION RECOVERY (1988)
 FG1038
 FG1038'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1038'RECOVERED IN GOOD CONDITION.
 FG1038
 FG1038                          STATION RECOVERY (1989)
 FG1038
 FG1038'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1038'RECOVERED IN GOOD CONDITION.
 FG1038
 FG1038                          STATION RECOVERY (1990)
 FG1038
 FG1038'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1038'MARK NOT FOUND.
 FG1038
 FG1038                          STATION RECOVERY (1992)
 FG1038
 FG1038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 FG1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0244 ***********************************************************************
 GE0244  DESIGNATION -  P 190
 GE0244  PID         -  GE0244
 GE0244  STATE/COUNTY-  AR/CLAY
 GE0244  USGS QUAD   -  CORNING (1964)
 GE0244
 GE0244                         *CURRENT SURVEY CONTROL
 GE0244  ___________________________________________________________________
 GE0244* NAD 83(1986)-  36 24 02.     (N)    090 35 06.     (W)     SCALED    
 GE0244* NAVD 88     -        87.850  (meters)     288.22   (feet)  ADJUSTED  
 GE0244  ___________________________________________________________________
 GE0244  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GE0244  DYNAMIC HT  -          87.779 (meters)     287.99  (feet)  COMP
 GE0244  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 GE0244
 GE0244  VERT ORDER  -  FIRST     CLASS II
 GE0244
 GE0244.The horizontal coordinates were scaled from a topographic map and have
 GE0244.an estimated accuracy of +/- 6 seconds.
 GE0244
 GE0244.The orthometric height was determined by differential leveling
 GE0244.and adjusted by the National Geodetic Survey in June 1991..
 GE0244
 GE0244.The geoid height was determined by GEOID03.
 GE0244
 GE0244.The dynamic height is computed by dividing the NAVD 88
 GE0244.geopotential number by the normal gravity value computed on the
 GE0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0244.degrees latitude (g = 980.6199 gals.).
 GE0244
 GE0244.The modeled gravity was interpolated from observed gravity values.
 GE0244
 GE0244;                    North         East    Units  Estimated Accuracy
 GE0244;SPC AR N     -   230,260.      526,930.      MT  (+/- 180 meters Scaled)
 GE0244
 GE0244                          SUPERSEDED SURVEY CONTROL
 GE0244
 GE0244  NGVD 29 (??/??/92)   87.840  (m)          288.19   (f) ADJ UNCH    1 2
 GE0244
 GE0244.Superseded values are not recommended for survey control.
 GE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0244.See file dsdata.txt to determine how the superseded data were derived.
 GE0244
 GE0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA165310(NAD 83)
 GE0244_MARKER: DB = BENCH MARK DISK
 GE0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0244_SP_SET: 48 FEET
 GE0244_STAMPING: P 190 1956
 GE0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0244
 GE0244  HISTORY     - Date     Condition        Report By
 GE0244  HISTORY     - 1956     MONUMENTED       CGS
 GE0244  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0244
 GE0244                          STATION DESCRIPTION
 GE0244
 GE0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0244'0.4 MI S FROM CORNING.
 GE0244'0.45 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0244'STATION AT CORNING, 91 1/2 FEET WEST AND ACROSS WEST FIRST STREET
 GE0244'FROM THE WEST RAIL OF MAIN TRACK, AT THE JUNCTION OF WEST FIRST
 GE0244'STREET AND MYRTLE STREET LEADING WEST, 24 FEET WEST OF CENTER
 GE0244'LINE OF WEST FIRST STREET, 26 FEET SOUTH OF CENTER LINE OF MYRTLE
 GE0244'STREET, 55 FEET SOUTH-SOUTHWEST AND ACROSS MYRTLE STREET FROM A
 GE0244'FIRE HYDRANT, 68 FEET NORTHEAST OF NORTHEAST CORNER OF A FRAME
 GE0244'RESIDENCE OCCUPIED IN 1956 BY CHIEF OF POLICE OF CORNING, 5 FEET
 GE0244'SOUTH-SOUTHEAST OF A STREET LIGHT POLE, ABOUT 1/2 FOOT ABOVE
 GE0244'LEVEL OF STREET JUNCTION AND IS A DISK ON TOP OF A COPPER COATED
 GE0244'STEEL ROD ABOUT 6 INCHES UNDERGROUND AND PROTECTED BY A 4-INCH
 GE0244'TILE WHICH IS FLUSH WITH GROUND.  THE ROD IS DRIVEN TO A DEPTH
 GE0244'OF 48-FEET IN GROUND.
 GE0244
 GE0244                          STATION RECOVERY (2002)
 GE0244
 GE0244'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0391 ***********************************************************************
 DL0391  DESIGNATION -  P 192 X
 DL0391  PID         -  DL0391
 DL0391  STATE/COUNTY-  AR/CLARK
 DL0391  USGS QUAD   -  GURDON (1970)
 DL0391
 DL0391                         *CURRENT SURVEY CONTROL
 DL0391  ___________________________________________________________________
 DL0391* NAD 83(1986)-  33 54 40.     (N)    093 09 17.     (W)     SCALED    
 DL0391* NAVD 88     -        67.685  (meters)     222.06   (feet)  ADJUSTED  
 DL0391  ___________________________________________________________________
 DL0391  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DL0391  DYNAMIC HT  -          67.617 (meters)     221.84  (feet)  COMP
 DL0391  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 DL0391
 DL0391  VERT ORDER  -  FIRST     CLASS II
 DL0391
 DL0391.The horizontal coordinates were scaled from a topographic map and have
 DL0391.an estimated accuracy of +/- 6 seconds.
 DL0391
 DL0391.The orthometric height was determined by differential leveling
 DL0391.and adjusted by the National Geodetic Survey in June 1991..
 DL0391
 DL0391.The geoid height was determined by GEOID03.
 DL0391
 DL0391.The dynamic height is computed by dividing the NAVD 88
 DL0391.geopotential number by the normal gravity value computed on the
 DL0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0391.degrees latitude (g = 980.6199 gals.).
 DL0391
 DL0391.The modeled gravity was interpolated from observed gravity values.
 DL0391
 DL0391;                    North         East    Units  Estimated Accuracy
 DL0391;SPC AR S     -   538,630.      293,220.      MT  (+/- 180 meters Scaled)
 DL0391
 DL0391                          SUPERSEDED SURVEY CONTROL
 DL0391
 DL0391  NGVD 29 (??/??/92)   67.691  (m)          222.08   (f) ADJ UNCH    1 2
 DL0391
 DL0391.Superseded values are not recommended for survey control.
 DL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0391.See file dsdata.txt to determine how the superseded data were derived.
 DL0391
 DL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT856523(NAD 83)
 DL0391_MARKER: DB = BENCH MARK DISK
 DL0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0391_SP_SET: PLATFORM
 DL0391_STAMPING: P 192 X 1960
 DL0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0391
 DL0391  HISTORY     - Date     Condition        Report By
 DL0391  HISTORY     - 1960     MONUMENTED       CGS
 DL0391  HISTORY     - 1964     GOOD             NGS
 DL0391
 DL0391                          STATION DESCRIPTION
 DL0391
 DL0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0391'0.7 MI SE FROM GURDON.
 DL0391'ABOUT 0.3 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0391'STATION AT GURDON, THENCE 0.4 MILE SOUTHEAST ALONG A BRANCH LINE OF
 DL0391'THE MISSOURI PACIFIC RAILROAD, 82 FEET SOUTH OF AND ACROSS THE TRACK
 DL0391'FROM MILEPOST 427, SET IN THE TOP OF THE SOUTH CORNER OF A CONCRETE
 DL0391'PLATFORM OF THE SCALES, 22 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 DL0391'SCALE HOUSE NO. 66, 20.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 DL0391'MAIN TRACK, AND ABOUT LEVEL WITH THE TRACK.
 DL0391
 DL0391                          STATION RECOVERY (1964)
 DL0391
 DL0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0302 ***********************************************************************
 DL0302  DESIGNATION -  P 193 X
 DL0302  PID         -  DL0302
 DL0302  STATE/COUNTY-  AR/OUACHITA
 DL0302  USGS QUAD   -  BRAGG CITY (1985)
 DL0302
 DL0302                         *CURRENT SURVEY CONTROL
 DL0302  ___________________________________________________________________
 DL0302* NAD 83(1986)-  33 40 10.     (N)    092 57 52.     (W)     SCALED    
 DL0302* NAVD 88     -        43.020  (meters)     141.14   (feet)  ADJUSTED  
 DL0302  ___________________________________________________________________
 DL0302  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DL0302  DYNAMIC HT  -          42.976 (meters)     141.00  (feet)  COMP
 DL0302  MODELED GRAV-     979,605.2   (mgal)                       NAVD 88
 DL0302
 DL0302  VERT ORDER  -  FIRST     CLASS II
 DL0302
 DL0302.The horizontal coordinates were scaled from a topographic map and have
 DL0302.an estimated accuracy of +/- 6 seconds.
 DL0302
 DL0302.The orthometric height was determined by differential leveling
 DL0302.and adjusted by the National Geodetic Survey in June 1991..
 DL0302
 DL0302.The geoid height was determined by GEOID03.
 DL0302
 DL0302.The dynamic height is computed by dividing the NAVD 88
 DL0302.geopotential number by the normal gravity value computed on the
 DL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0302.degrees latitude (g = 980.6199 gals.).
 DL0302
 DL0302.The modeled gravity was interpolated from observed gravity values.
 DL0302
 DL0302;                    North         East    Units  Estimated Accuracy
 DL0302;SPC AR S     -   511,640.      310,560.      MT  (+/- 180 meters Scaled)
 DL0302
 DL0302                          SUPERSEDED SURVEY CONTROL
 DL0302
 DL0302  NGVD 29 (??/??/92)   43.040  (m)          141.21   (f) ADJ UNCH    1 2
 DL0302
 DL0302.Superseded values are not recommended for survey control.
 DL0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0302.See file dsdata.txt to determine how the superseded data were derived.
 DL0302
 DL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT032255(NAD 83)
 DL0302_MARKER: DB = BENCH MARK DISK
 DL0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0302_STAMPING: P 193 1959
 DL0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0302+STABILITY: SURFACE MOTION
 DL0302
 DL0302  HISTORY     - Date     Condition        Report By
 DL0302  HISTORY     - 1959     MONUMENTED       CGS
 DL0302  HISTORY     - 1960     GOOD             NGS
 DL0302  HISTORY     - 1964     GOOD             NGS
 DL0302
 DL0302                          STATION DESCRIPTION
 DL0302
 DL0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0302'4.3 MI SE FROM CHIDESTER.
 DL0302'ABOUT 4.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0302'POST OFFICE AT CHIDESTER, 4 1/2 TELEPHONE POLES SOUTHEAST OF MILEPOST
 DL0302'449, ON THE LINE OF SECTIONS 21 AND 12, T 12 S, R 18 W, 70 FEET EAST
 DL0302'OF THE CENTER OF A ROAD CROSSING, 58 FEET NORTHEAST OF THE NORTHEAST
 DL0302'RAIL, 36 FEET SOUTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD, 52
 DL0302'FEET SOUTHEAST AND ACROSS A DIRT ROAD FROM A POWER POLE, 11 FEET EAST
 DL0302'OF A FENCE CORNER, 7 1/2 FEET NORTHWEST OF A 14-INCH OAK TREE, 1 1/2
 DL0302'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 DL0302'OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0302'NOTE-- THE MARK IS NEAR THE LINE BETWEEN SECTIONS 21 AND 28 INSTEAD OF
 DL0302'SECTIONS 21 AND 12 AS ORIGINALLY DESCRIBED.
 DL0302
 DL0302                          STATION RECOVERY (1964)
 DL0302
 DL0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0193 ***********************************************************************
 DL0193  DESIGNATION -  P 196
 DL0193  PID         -  DL0193
 DL0193  STATE/COUNTY-  AR/OUACHITA
 DL0193  USGS QUAD   -  CAMDEN (1985)
 DL0193
 DL0193                         *CURRENT SURVEY CONTROL
 DL0193  ___________________________________________________________________
 DL0193* NAD 83(1986)-  33 30 02.     (N)    092 47 29.     (W)     SCALED    
 DL0193* NAVD 88     -        37.523  (meters)     123.11   (feet)  ADJUSTED  
 DL0193  ___________________________________________________________________
 DL0193  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0193  DYNAMIC HT  -          37.484 (meters)     122.98  (feet)  COMP
 DL0193  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 DL0193
 DL0193  VERT ORDER  -  FIRST     CLASS II
 DL0193
 DL0193.The horizontal coordinates were scaled from a topographic map and have
 DL0193.an estimated accuracy of +/- 6 seconds.
 DL0193
 DL0193.The orthometric height was determined by differential leveling
 DL0193.and adjusted by the National Geodetic Survey in June 1991..
 DL0193
 DL0193.The geoid height was determined by GEOID03.
 DL0193
 DL0193.The dynamic height is computed by dividing the NAVD 88
 DL0193.geopotential number by the normal gravity value computed on the
 DL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0193.degrees latitude (g = 980.6199 gals.).
 DL0193
 DL0193.The modeled gravity was interpolated from observed gravity values.
 DL0193
 DL0193;                    North         East    Units  Estimated Accuracy
 DL0193;SPC AR S     -   492,770.      326,470.      MT  (+/- 180 meters Scaled)
 DL0193
 DL0193                          SUPERSEDED SURVEY CONTROL
 DL0193
 DL0193  NGVD 29 (??/??/92)   37.553  (m)          123.21   (f) ADJ UNCH    1 2
 DL0193
 DL0193.Superseded values are not recommended for survey control.
 DL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0193.See file dsdata.txt to determine how the superseded data were derived.
 DL0193
 DL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT193068(NAD 83)
 DL0193_MARKER: DB = BENCH MARK DISK
 DL0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0193_STAMPING: P 196 1960
 DL0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0193+STABILITY: SURFACE MOTION
 DL0193
 DL0193  HISTORY     - Date     Condition        Report By
 DL0193  HISTORY     - 1960     MONUMENTED       CGS
 DL0193
 DL0193                          STATION DESCRIPTION
 DL0193
 DL0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0193'6.35 MI SE FROM CAMDEN.
 DL0193'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0193'THE STATION AT CAMDEN, THENCE 3.0 MILES SOUTHEAST ALONG AN ASPHALT
 DL0193'ROAD, IN SECTION 19, T 14 S, R 16 W, 110 FEET EAST OF THE CENTER LINE
 DL0193'OF THE ROAD, 70 FEET EAST OF A BRACED TELEPHONE POLE NO. 615, 51 FEET
 DL0193'NORTHEAST OF A LARGE FORKED SWEET GUM TREE IN A MARSHY HOLLOW, 30 FEET
 DL0193'SOUTH OF THE CENTER LINE OF A WOODS ROAD, 1 1/2 FEET NORTH OF A FENCE
 DL0193'LINE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DL0193'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0193'NOTE-- 50 FEET NORTH OF A WHITE HOUSE AND IN LINE WITH WEST FACE OF
 DL0193'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0365 ***********************************************************************
 DL0365  DESIGNATION -  P 197
 DL0365  PID         -  DL0365
 DL0365  STATE/COUNTY-  AR/OUACHITA
 DL0365  USGS QUAD   -  HARMONY GROVE (1985)
 DL0365
 DL0365                         *CURRENT SURVEY CONTROL
 DL0365  ___________________________________________________________________
 DL0365* NAD 83(1986)-  33 38 15.     (N)    092 47 56.     (W)     SCALED    
 DL0365* NAVD 88     -        34.744  (meters)     113.99   (feet)  ADJUSTED  
 DL0365  ___________________________________________________________________
 DL0365  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0365  DYNAMIC HT  -          34.709 (meters)     113.87  (feet)  COMP
 DL0365  MODELED GRAV-     979,613.6   (mgal)                       NAVD 88
 DL0365
 DL0365  VERT ORDER  -  FIRST     CLASS II
 DL0365
 DL0365.The horizontal coordinates were scaled from a topographic map and have
 DL0365.an estimated accuracy of +/- 6 seconds.
 DL0365
 DL0365.The orthometric height was determined by differential leveling
 DL0365.and adjusted by the National Geodetic Survey in June 1991..
 DL0365
 DL0365.The geoid height was determined by GEOID03.
 DL0365
 DL0365.The dynamic height is computed by dividing the NAVD 88
 DL0365.geopotential number by the normal gravity value computed on the
 DL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0365.degrees latitude (g = 980.6199 gals.).
 DL0365
 DL0365.The modeled gravity was interpolated from observed gravity values.
 DL0365
 DL0365;                    North         East    Units  Estimated Accuracy
 DL0365;SPC AR S     -   507,970.      325,890.      MT  (+/- 180 meters Scaled)
 DL0365
 DL0365                          SUPERSEDED SURVEY CONTROL
 DL0365
 DL0365  NGVD 29 (??/??/92)   34.777  (m)          114.10   (f) ADJ UNCH    1 2
 DL0365
 DL0365.Superseded values are not recommended for survey control.
 DL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0365.See file dsdata.txt to determine how the superseded data were derived.
 DL0365
 DL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT186219(NAD 83)
 DL0365_MARKER: DB = BENCH MARK DISK
 DL0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0365_STAMPING: P 197 1960
 DL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0365+STABILITY: SURFACE MOTION
 DL0365
 DL0365  HISTORY     - Date     Condition        Report By
 DL0365  HISTORY     - 1960     MONUMENTED       CGS
 DL0365  HISTORY     - 1964     GOOD             NGS
 DL0365  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 DL0365
 DL0365                          STATION DESCRIPTION
 DL0365
 DL0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0365'1.5 MI SW FROM HARMONY GROVE.
 DL0365'ABOUT 1.5 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE AT
 DL0365'HARMONY GROVE, 0.2 MILE NORTHEAST OF THE JUNCTION WITH STATE HIGHWAY
 DL0365'7, ABOUT IN THE NORTHWEST 1/4 OF SECTION 6, T 13 S, R 16 W, ABOUT 350
 DL0365'FEET SOUTHWEST OF AND ACROSS THE SPUR TRACK FROM THE WARNERS SPUR
 DL0365'CHURCH, 224 FEET SOUTHWEST OF THE CENTER OF THE SOUTHWEST RAIL OF A
 DL0365'SPUR TRACK, 79 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 DL0365'FARMHOUSE, 78 FEET WEST OF A 30-INCH SWEET GUM TREE, 30 FEET SOUTH OF
 DL0365'THE CENTER LINE OF A DRIVEWAY, 1 1/2 FEET NORTH OF A FENCE, AND IN THE
 DL0365'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DL0365
 DL0365                          STATION RECOVERY (1964)
 DL0365
 DL0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0365'RECOVERED IN GOOD CONDITION.
 DL0365
 DL0365                          STATION RECOVERY (2006)
 DL0365
 DL0365'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DL0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0225 ***********************************************************************
 DL0225  DESIGNATION -  P 198
 DL0225  PID         -  DL0225
 DL0225  STATE/COUNTY-  AR/UNION
 DL0225  USGS QUAD   -  SMACKOVER (1985)
 DL0225
 DL0225                         *CURRENT SURVEY CONTROL
 DL0225  ___________________________________________________________________
 DL0225* NAD 83(1986)-  33 18 55.     (N)    092 39 39.     (W)     SCALED    
 DL0225* NAVD 88     -        52.110  (meters)     170.96   (feet)  ADJUSTED  
 DL0225  ___________________________________________________________________
 DL0225  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0225  DYNAMIC HT  -          52.055 (meters)     170.78  (feet)  COMP
 DL0225  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 DL0225
 DL0225  VERT ORDER  -  FIRST     CLASS II
 DL0225
 DL0225.The horizontal coordinates were scaled from a topographic map and have
 DL0225.an estimated accuracy of +/- 6 seconds.
 DL0225
 DL0225.The orthometric height was determined by differential leveling
 DL0225.and adjusted by the National Geodetic Survey in June 1991..
 DL0225
 DL0225.The geoid height was determined by GEOID03.
 DL0225
 DL0225.The dynamic height is computed by dividing the NAVD 88
 DL0225.geopotential number by the normal gravity value computed on the
 DL0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0225.degrees latitude (g = 980.6199 gals.).
 DL0225
 DL0225.The modeled gravity was interpolated from observed gravity values.
 DL0225
 DL0225;                    North         East    Units  Estimated Accuracy
 DL0225;SPC AR S     -   472,140.      338,460.      MT  (+/- 180 meters Scaled)
 DL0225
 DL0225                          SUPERSEDED SURVEY CONTROL
 DL0225
 DL0225  NGVD 29 (??/??/92)   52.146  (m)          171.08   (f) ADJ UNCH    1 2
 DL0225
 DL0225.Superseded values are not recommended for survey control.
 DL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0225.See file dsdata.txt to determine how the superseded data were derived.
 DL0225
 DL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS315862(NAD 83)
 DL0225_MARKER: DB = BENCH MARK DISK
 DL0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0225_SP_SET: SEMAPHORE BASE
 DL0225_STAMPING: P 198 1960
 DL0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0225
 DL0225  HISTORY     - Date     Condition        Report By
 DL0225  HISTORY     - 1960     MONUMENTED       CGS
 DL0225  HISTORY     - 1964     GOOD             NGS
 DL0225
 DL0225                          STATION DESCRIPTION
 DL0225
 DL0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0225'IN NORPHLET.
 DL0225'AT NORPHLET, IN SECTION 21, T 16 S, R 15 W, 9 FEET NORTHEAST OF THE
 DL0225'NORTHEAST WALL OF THE MISSOURI PACIFIC RAILROAD STATION, SET IN THE
 DL0225'TOP OF THE NORTH CORNER OF THE CONCRETE BASE OF A SEMAPHORE, 12.7 FEET
 DL0225'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 DL0225'192 FEET SOUTHEAST OF THE CENTER OF AN ASPHALT ROAD CROSSING, ABOUT
 DL0225'LEVEL WITH THE TRACKS, AND 5 INCHES ABOVE THE GROUND.  NOTE-- THE
 DL0225'RAILROAD STATION AND SEMAPHORE HAVE BEEN REMOVED FROM NORPHLET.
 DL0225
 DL0225                          STATION RECOVERY (1964)
 DL0225
 DL0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0845 ***********************************************************************
 DL0845  DESIGNATION -  P 199
 DL0845  PID         -  DL0845
 DL0845  STATE/COUNTY-  AR/LAFAYETTE
 DL0845  USGS QUAD   -  CANFIELD (1975)
 DL0845
 DL0845                         *CURRENT SURVEY CONTROL
 DL0845  ___________________________________________________________________
 DL0845* NAD 83(1986)-  33 07 44.     (N)    093 44 39.     (W)     SCALED    
 DL0845* NAVD 88     -        64.283  (meters)     210.90   (feet)  ADJUSTED  
 DL0845  ___________________________________________________________________
 DL0845  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DL0845  DYNAMIC HT  -          64.213 (meters)     210.67  (feet)  COMP
 DL0845  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 DL0845
 DL0845  VERT ORDER  -  FIRST     CLASS II
 DL0845
 DL0845.The horizontal coordinates were scaled from a topographic map and have
 DL0845.an estimated accuracy of +/- 6 seconds.
 DL0845
 DL0845.The orthometric height was determined by differential leveling
 DL0845.and adjusted by the National Geodetic Survey in June 1991..
 DL0845
 DL0845.The geoid height was determined by GEOID03.
 DL0845
 DL0845.The dynamic height is computed by dividing the NAVD 88
 DL0845.geopotential number by the normal gravity value computed on the
 DL0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0845.degrees latitude (g = 980.6199 gals.).
 DL0845
 DL0845.The modeled gravity was interpolated from observed gravity values.
 DL0845
 DL0845;                    North         East    Units  Estimated Accuracy
 DL0845;SPC AR S     -   452,650.      237,240.      MT  (+/- 180 meters Scaled)
 DL0845
 DL0845                          SUPERSEDED SURVEY CONTROL
 DL0845
 DL0845  NGVD 29 (??/??/92)   64.345  (m)          211.11   (f) ADJ UNCH    1 2
 DL0845
 DL0845.Superseded values are not recommended for survey control.
 DL0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0845.See file dsdata.txt to determine how the superseded data were derived.
 DL0845
 DL0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS305658(NAD 83)
 DL0845_MARKER: DB = BENCH MARK DISK
 DL0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0845_SP_SET: CULVERT
 DL0845_STAMPING: P 199 1960
 DL0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0845
 DL0845  HISTORY     - Date     Condition        Report By
 DL0845  HISTORY     - 1960     MONUMENTED       CGS
 DL0845  HISTORY     - 1963     GOOD             NGS
 DL0845
 DL0845                          STATION DESCRIPTION
 DL0845
 DL0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0845'7.3 MI W FROM BRADLEY.
 DL0845'ABOUT 7.3 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0845'SOUTHWESTERN RAILWAY STATION AT BRADLEY, 16 FEET SOUTH OF THE CENTER
 DL0845'LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF SOUTH HEAD WALL
 DL0845'OF A CONCRETE CULVERT UNDER THE HIGHWAY, 17 FEET EAST OF PROJECTED
 DL0845'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, AND ABOUT 1 FOOT ABOVE
 DL0845'THE HIGHWAY.
 DL0845
 DL0845                          STATION RECOVERY (1963)
 DL0845
 DL0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0490 ***********************************************************************
 GE0490  DESIGNATION -  P 2
 GE0490  PID         -  GE0490
 GE0490  STATE/COUNTY-  AR/LAWRENCE
 GE0490  USGS QUAD   -  BLACK ROCK (1974)
 GE0490
 GE0490                         *CURRENT SURVEY CONTROL
 GE0490  ___________________________________________________________________
 GE0490* NAD 83(1986)-  36 04 08.     (N)    091 01 04.     (W)     SCALED    
 GE0490* NAVD 88     -        79.710  (meters)     261.52   (feet)  ADJUSTED  
 GE0490  ___________________________________________________________________
 GE0490  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GE0490  DYNAMIC HT  -          79.644 (meters)     261.30  (feet)  COMP
 GE0490  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GE0490
 GE0490  VERT ORDER  -  FIRST     CLASS II
 GE0490
 GE0490.The horizontal coordinates were scaled from a topographic map and have
 GE0490.an estimated accuracy of +/- 6 seconds.
 GE0490
 GE0490.The orthometric height was determined by differential leveling
 GE0490.and adjusted by the National Geodetic Survey in June 1991..
 GE0490
 GE0490.The geoid height was determined by GEOID03.
 GE0490
 GE0490.The dynamic height is computed by dividing the NAVD 88
 GE0490.geopotential number by the normal gravity value computed on the
 GE0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0490.degrees latitude (g = 980.6199 gals.).
 GE0490
 GE0490.The modeled gravity was interpolated from observed gravity values.
 GE0490
 GE0490;                    North         East    Units  Estimated Accuracy
 GE0490;SPC AR N     -   192,990.      488,480.      MT  (+/- 180 meters Scaled)
 GE0490
 GE0490                          SUPERSEDED SURVEY CONTROL
 GE0490
 GE0490  NGVD 29 (??/??/92)   79.622  (m)          261.23   (f) ADJ UNCH    1 2
 GE0490
 GE0490.Superseded values are not recommended for survey control.
 GE0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0490.See file dsdata.txt to determine how the superseded data were derived.
 GE0490
 GE0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV785934(NAD 83)
 GE0490_MARKER: DB = BENCH MARK DISK
 GE0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0490_STAMPING: 261.227 P 2 1928
 GE0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0490+STABILITY: SURFACE MOTION
 GE0490
 GE0490  HISTORY     - Date     Condition        Report By
 GE0490  HISTORY     - 1928     MONUMENTED       CGS
 GE0490  HISTORY     - 1963     POOR             USGS
 GE0490  HISTORY     - 1974     MARK NOT FOUND   USGS
 GE0490
 GE0490                          STATION DESCRIPTION
 GE0490
 GE0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0490'3.1 MI SE FROM PORTIA.
 GE0490'3.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0490'FROM THE STATION AT PORTIA, 28 FEET NORTHWEST OF POLE 395/8, AT
 GE0490'THE NORTHEAST CORNER OF A ROAD CROSSING 33 NORTH OF THE
 GE0490'CENTERLINE OF THE MAIN TRACK, 25 FEET EAST OF THE CENTERLINE OF
 GE0490'THE ROAD, AND 6 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  SET
 GE0490'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 GE0490
 GE0490                          STATION RECOVERY (1963)
 GE0490
 GE0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GE0490'MARK RECOVERED IN POOR CONDITION.
 GE0490
 GE0490                          STATION RECOVERY (1974)
 GE0490
 GE0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GE0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0040 ***********************************************************************
 GF0040  DESIGNATION -  P 2
 GF0040  PID         -  GF0040
 GF0040  STATE/COUNTY-  AR/BAXTER
 GF0040  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0040
 GF0040                         *CURRENT SURVEY CONTROL
 GF0040  ___________________________________________________________________
 GF0040* NAD 83(1986)-  36 15 31.     (N)    092 29 06.     (W)     SCALED    
 GF0040* NAVD 88     -       131.962  (meters)     432.95   (feet)  ADJUSTED  
 GF0040  ___________________________________________________________________
 GF0040  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0040  DYNAMIC HT  -         131.848 (meters)     432.57  (feet)  COMP
 GF0040  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GF0040
 GF0040  VERT ORDER  -  SECOND    CLASS 0
 GF0040
 GF0040.The horizontal coordinates were scaled from a topographic map and have
 GF0040.an estimated accuracy of +/- 6 seconds.
 GF0040
 GF0040.The orthometric height was determined by differential leveling
 GF0040.and adjusted by the National Geodetic Survey in June 1991..
 GF0040
 GF0040.The geoid height was determined by GEOID03.
 GF0040
 GF0040.The dynamic height is computed by dividing the NAVD 88
 GF0040.geopotential number by the normal gravity value computed on the
 GF0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0040.degrees latitude (g = 980.6199 gals.).
 GF0040
 GF0040.The modeled gravity was interpolated from observed gravity values.
 GF0040
 GF0040;                    North         East    Units  Estimated Accuracy
 GF0040;SPC AR N     -   213,710.      356,410.      MT  (+/- 180 meters Scaled)
 GF0040
 GF0040                          SUPERSEDED SURVEY CONTROL
 GF0040
 GF0040  NGVD 29 (??/??/92)  131.852  (m)          432.58   (f) ADJ UNCH    2 0
 GF0040
 GF0040.Superseded values are not recommended for survey control.
 GF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0040.See file dsdata.txt to determine how the superseded data were derived.
 GF0040
 GF0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA462127(NAD 83)
 GF0040_MARKER: DB = BENCH MARK DISK
 GF0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0040_STAMPING: P-2 1934
 GF0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0040+STABILITY: SURFACE MOTION
 GF0040
 GF0040  HISTORY     - Date     Condition        Report By
 GF0040  HISTORY     - 1934     MONUMENTED       CGS
 GF0040
 GF0040                          STATION DESCRIPTION
 GF0040
 GF0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0040'2.8 MI SE FROM COTTER.
 GF0040'AT RAILROAD BRIDGE NO. 105 AND POLE 378-25, 49 FEET NORTH OF
 GF0040'CENTERLINE OF RAILROAD AND BRIDGE, 34 FEET NORTHWEST OF POLE
 GF0040'378-25, 7 FEET BELOW TOP OF RAILS, 3 FEET SOUTH OF R/W FENCE.
 GF0040'TABLET SET IN TOP OF A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0128 ***********************************************************************
 FH0128  DESIGNATION -  P 20
 FH0128  PID         -  FH0128
 FH0128  STATE/COUNTY-  AR/SCOTT
 FH0128  USGS QUAD   -  ABBOTT (1987)
 FH0128
 FH0128                         *CURRENT SURVEY CONTROL
 FH0128  ___________________________________________________________________
 FH0128* NAD 83(1986)-  35 03 49.     (N)    094 14 54.     (W)     SCALED    
 FH0128* NAVD 88     -       180.006  (meters)     590.57   (feet)  ADJUSTED  
 FH0128  ___________________________________________________________________
 FH0128  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FH0128  DYNAMIC HT  -         179.824 (meters)     589.97  (feet)  COMP
 FH0128  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 FH0128
 FH0128  VERT ORDER  -  FIRST     CLASS II
 FH0128
 FH0128.The horizontal coordinates were scaled from a topographic map and have
 FH0128.an estimated accuracy of +/- 6 seconds.
 FH0128
 FH0128.The orthometric height was determined by differential leveling
 FH0128.and adjusted by the National Geodetic Survey in June 1991..
 FH0128.WARNING-Repeat measurements at this control monument indicate possible
 FH0128.vertical movement.
 FH0128
 FH0128.The geoid height was determined by GEOID03.
 FH0128
 FH0128.The dynamic height is computed by dividing the NAVD 88
 FH0128.geopotential number by the normal gravity value computed on the
 FH0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0128.degrees latitude (g = 980.6199 gals.).
 FH0128
 FH0128.The modeled gravity was interpolated from observed gravity values.
 FH0128
 FH0128;                    North         East    Units  Estimated Accuracy
 FH0128;SPC AR N     -    83,360.      194,940.      MT  (+/- 180 meters Scaled)
 FH0128
 FH0128                          SUPERSEDED SURVEY CONTROL
 FH0128
 FH0128  NGVD 29 (??/??/92)  180.069  (m)          590.78   (f) ADJ UNCH    1 2
 FH0128
 FH0128.Superseded values are not recommended for survey control.
 FH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0128.See file dsdata.txt to determine how the superseded data were derived.
 FH0128
 FH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU861808(NAD 83)
 FH0128_MARKER: DB = BENCH MARK DISK
 FH0128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0128_STAMPING: P-20 1934
 FH0128_MARK LOGO: CGS   
 FH0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0128+STABILITY: SURFACE MOTION
 FH0128
 FH0128  HISTORY     - Date     Condition        Report By
 FH0128  HISTORY     - 1931     MONUMENTED       CGS
 FH0128  HISTORY     - 1934     GOOD             NGS
 FH0128  HISTORY     - 1964     GOOD             USGS
 FH0128  HISTORY     - 1985     GOOD             NGS
 FH0128  HISTORY     - 1987     GOOD             USPSQD
 FH0128  HISTORY     - 1988     GOOD             USPSQD
 FH0128  HISTORY     - 1989     GOOD             USPSQD
 FH0128  HISTORY     - 1990     GOOD             USPSQD
 FH0128
 FH0128                          STATION DESCRIPTION
 FH0128
 FH0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FH0128'AT MANSFIELD.
 FH0128'AT MANSFIELD, ARKANSAS, TABLET SE HORIZONTALLY ON WEST END OF
 FH0128'NORTH HEADWALL OF CONCRETE CULVERT UNDER U.S. HWY. 71, 812
 FH0128'FEET NORTH OF WADES CAMPUS GROCERY STORE, 43.8 FEET NORTHWEST
 FH0128'OF CENTERLINE OF INTERSECTION OF U.S. HWY. 71 AND ROAD LEADING
 FH0128'TO SCHOOL HOUSE, 16.8 FEET NORTH OF CENTERLINE OF U.S. HWY. 7J,
 FH0128'0.7 FEET EAST OF WEST END OF HEADWALL.
 FH0128
 FH0128                          STATION RECOVERY (1964)
 FH0128
 FH0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FH0128'RECOVERED IN GOOD CONDITION.
 FH0128
 FH0128                          STATION RECOVERY (1985)
 FH0128
 FH0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0128'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  IN
 FH0128'MANSFIELD, 0.2 KM (0.1 MI) EAST ALONG U.S. HIGHWAY 71 FROM THE
 FH0128'JUNCTION OF STATE HIGHWAY 96, AT A CROSS STREET, SET IN TOP OF THE
 FH0128'WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER U.S.
 FH0128'HIGHWAY 71, 5.85 METERS (19.2 FT) NORTH OF THE CENTERLINE OF HIGHWAY
 FH0128'71, 11.88 METERS (39.0 FT) WEST OF THE CENTERLINE OF THE CROSS STREET,
 FH0128'AND 0.18 METERS (0.6 FT) EAST OF THE WEST END OF THE NORTH HEADWALL.
 FH0128'NOTE, THE MARK WAS FOUND TO BE IN SCOTT COUNTY, NOT IN SEBASTIAN
 FH0128'COUNTY AS DESCRIBED.
 FH0128'THE MARK IS 0.30 M BELOW HIGHWAY 71.
 FH0128
 FH0128                          STATION RECOVERY (1987)
 FH0128
 FH0128'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0128'RECOVERED IN GOOD CONDITION.
 FH0128
 FH0128                          STATION RECOVERY (1988)
 FH0128
 FH0128'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0128'RECOVERED IN GOOD CONDITION.
 FH0128
 FH0128                          STATION RECOVERY (1989)
 FH0128
 FH0128'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0128'RECOVERED IN GOOD CONDITION.
 FH0128
 FH0128                          STATION RECOVERY (1990)
 FH0128
 FH0128'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0060 ***********************************************************************
 FG0060  DESIGNATION -  P 20
 FG0060  PID         -  FG0060
 FG0060  STATE/COUNTY-  AR/IZARD
 FG0060  USGS QUAD   -  SYLAMORE (1975)
 FG0060
 FG0060                         *CURRENT SURVEY CONTROL
 FG0060  ___________________________________________________________________
 FG0060* NAD 83(1986)-  35 58 47.     (N)    092 04 53.     (W)     SCALED    
 FG0060* NAVD 88     -       104.236  (meters)     341.98   (feet)  ADJUSTED  
 FG0060  ___________________________________________________________________
 FG0060  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG0060  DYNAMIC HT  -         104.146 (meters)     341.69  (feet)  COMP
 FG0060  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 FG0060
 FG0060  VERT ORDER  -  SECOND    CLASS 0
 FG0060
 FG0060.The horizontal coordinates were scaled from a topographic map and have
 FG0060.an estimated accuracy of +/- 6 seconds.
 FG0060
 FG0060.The orthometric height was determined by differential leveling
 FG0060.and adjusted by the National Geodetic Survey in June 1991..
 FG0060
 FG0060.The geoid height was determined by GEOID03.
 FG0060
 FG0060.The dynamic height is computed by dividing the NAVD 88
 FG0060.geopotential number by the normal gravity value computed on the
 FG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0060.degrees latitude (g = 980.6199 gals.).
 FG0060
 FG0060.The modeled gravity was interpolated from observed gravity values.
 FG0060
 FG0060;                    North         East    Units  Estimated Accuracy
 FG0060;SPC AR N     -   182,660.      392,660.      MT  (+/- 180 meters Scaled)
 FG0060
 FG0060                          SUPERSEDED SURVEY CONTROL
 FG0060
 FG0060  NGVD 29 (??/??/92)  104.136  (m)          341.65   (f) ADJ UNCH    2 0
 FG0060
 FG0060.Superseded values are not recommended for survey control.
 FG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0060.See file dsdata.txt to determine how the superseded data were derived.
 FG0060
 FG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV828820(NAD 83)
 FG0060_MARKER: DB = BENCH MARK DISK
 FG0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0060_STAMPING: P-20 1934
 FG0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0060+STABILITY: SURFACE MOTION
 FG0060
 FG0060  HISTORY     - Date     Condition        Report By
 FG0060  HISTORY     - 1934     MONUMENTED       CGS
 FG0060  HISTORY     - 1961     MARK NOT FOUND   USGS
 FG0060
 FG0060                          STATION DESCRIPTION
 FG0060
 FG0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0060'3.1 MI N FROM SYLAMORE.
 FG0060'47 FEET EAST OF MISSOURI PACIFIC R.R. CENTERLINE.  14 FEET EAST OF
 FG0060'POLE 328-3.  90 FEET NORTHEAST OF HANDCAR SET-OFF.  TABLET SET IN TOP
 FG0060'OF PRECAST CONCRETE POST.
 FG0060
 FG0060                          STATION RECOVERY (1961)
 FG0060
 FG0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FG0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0128 ***********************************************************************
 DL0128  DESIGNATION -  P 200
 DL0128  PID         -  DL0128
 DL0128  STATE/COUNTY-  AR/UNION
 DL0128  USGS QUAD   -  NEW UNION (1981)
 DL0128
 DL0128                         *CURRENT SURVEY CONTROL
 DL0128  ___________________________________________________________________
 DL0128* NAD 83(1986)-  33 08 48.     (N)    092 10 22.     (W)     SCALED    
 DL0128* NAVD 88     -        28.320  (meters)      92.91   (feet)  ADJUSTED  
 DL0128  ___________________________________________________________________
 DL0128  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DL0128  DYNAMIC HT  -          28.290 (meters)      92.81  (feet)  COMP
 DL0128  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DL0128
 DL0128  VERT ORDER  -  FIRST     CLASS II
 DL0128
 DL0128.The horizontal coordinates were scaled from a topographic map and have
 DL0128.an estimated accuracy of +/- 6 seconds.
 DL0128
 DL0128.The orthometric height was determined by differential leveling
 DL0128.and adjusted by the National Geodetic Survey in June 1991..
 DL0128
 DL0128.The geoid height was determined by GEOID03.
 DL0128
 DL0128.The dynamic height is computed by dividing the NAVD 88
 DL0128.geopotential number by the normal gravity value computed on the
 DL0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0128.degrees latitude (g = 980.6199 gals.).
 DL0128
 DL0128.The modeled gravity was interpolated from observed gravity values.
 DL0128
 DL0128;                    North         East    Units  Estimated Accuracy
 DL0128;SPC AR S     -   453,250.      383,880.      MT  (+/- 180 meters Scaled)
 DL0128
 DL0128                          SUPERSEDED SURVEY CONTROL
 DL0128
 DL0128  NGVD 29 (??/??/92)   28.376  (m)           93.10   (f) ADJ UNCH    1 2
 DL0128
 DL0128.Superseded values are not recommended for survey control.
 DL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0128.See file dsdata.txt to determine how the superseded data were derived.
 DL0128
 DL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS771678(NAD 83)
 DL0128_MARKER: DB = BENCH MARK DISK
 DL0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0128_SP_SET: BRIDGE
 DL0128_STAMPING: P 200 1960
 DL0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0128
 DL0128  HISTORY     - Date     Condition        Report By
 DL0128  HISTORY     - 1960     MONUMENTED       CGS
 DL0128  HISTORY     - 1964     GOOD             NGS
 DL0128
 DL0128                          STATION DESCRIPTION
 DL0128
 DL0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0128'9.95 MI NE FROM FELSENTHAL.
 DL0128'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0128'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.55
 DL0128'MILES EAST ALONG U. S. HIGHWAY 82, IN SECTION 18, T 18 S, R 10 W, IN
 DL0128'THE TOP OF THE EAST END OF THE NORTH CURB OF THE CONCRETE BRIDGE OVER
 DL0128'LA POILE CREEK, 14 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 DL0128'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DL0128
 DL0128                          STATION RECOVERY (1964)
 DL0128
 DL0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0087 ***********************************************************************
 DL0087  DESIGNATION -  P 201
 DL0087  PID         -  DL0087
 DL0087  STATE/COUNTY-  AR/UNION
 DL0087  USGS QUAD   -  HARRELL BRAKE (1981)
 DL0087
 DL0087                         *CURRENT SURVEY CONTROL
 DL0087  ___________________________________________________________________
 DL0087* NAD 83(1986)-  33 15 22.     (N)    092 25 51.     (W)     SCALED    
 DL0087* NAVD 88     -        63.998  (meters)     209.97   (feet)  ADJUSTED  
 DL0087  ___________________________________________________________________
 DL0087  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0087  DYNAMIC HT  -          63.929 (meters)     209.74  (feet)  COMP
 DL0087  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DL0087
 DL0087  VERT ORDER  -  FIRST     CLASS II
 DL0087
 DL0087.The horizontal coordinates were scaled from a topographic map and have
 DL0087.an estimated accuracy of +/- 6 seconds.
 DL0087
 DL0087.The orthometric height was determined by differential leveling
 DL0087.and adjusted by the National Geodetic Survey in June 1991..
 DL0087
 DL0087.The geoid height was determined by GEOID03.
 DL0087
 DL0087.The dynamic height is computed by dividing the NAVD 88
 DL0087.geopotential number by the normal gravity value computed on the
 DL0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0087.degrees latitude (g = 980.6199 gals.).
 DL0087
 DL0087.The modeled gravity was interpolated from observed gravity values.
 DL0087
 DL0087;                    North         East    Units  Estimated Accuracy
 DL0087;SPC AR S     -   465,460.      359,850.      MT  (+/- 180 meters Scaled)
 DL0087
 DL0087                          SUPERSEDED SURVEY CONTROL
 DL0087
 DL0087  NGVD 29 (??/??/92)   64.043  (m)          210.11   (f) ADJ UNCH    1 2
 DL0087
 DL0087.Superseded values are not recommended for survey control.
 DL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0087.See file dsdata.txt to determine how the superseded data were derived.
 DL0087
 DL0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS530798(NAD 83)
 DL0087_MARKER: DB = BENCH MARK DISK
 DL0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0087_STAMPING: P 201 1960
 DL0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0087+STABILITY: SURFACE MOTION
 DL0087
 DL0087  HISTORY     - Date     Condition        Report By
 DL0087  HISTORY     - 1960     MONUMENTED       CGS
 DL0087  HISTORY     - 1964     GOOD             NGS
 DL0087  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0087
 DL0087                          STATION DESCRIPTION
 DL0087
 DL0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0087'7.15 MI E FROM OLD UNION.
 DL0087'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH AT
 DL0087'OLD UNION, THENCE 6.95 MILES EAST ALONG STATE HIGHWAY 15, IN SECTION
 DL0087'10, T 17 S, R 13 W, 89 FEET NORTHWEST OF THE CENTER LINE OF THE
 DL0087'HIGHWAY, AT A SMALL STOCK PEN IN A CLEARING, 67 FEET SOUTH-SOUTHWEST
 DL0087'OF A 32-INCH OAK TREE, 48 FEET NORTHWEST OF A 24-INCH OAK TREE, 27
 DL0087'FEET NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WIRE FENCE,
 DL0087'1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE
 DL0087'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 DL0087'INCHES.  NOTE-- THE MAIN ROAD HAS BEEN RELOCATED DOES NOT PASS THIS
 DL0087'MARK.  TO REACH THIS MARK FROM BENCH MARK FROM M 201, GO EAST ON MAIN
 DL0087'ROAD FOR 0.5 MILE TO FORKS, TAKE LEFT FORK AND FOLLOW MAIN DIRT ROAD
 DL0087'EASTERLY FOR 1.7 MILES TO MARK ON LEFT AS ORIGINALLY DESCRIBED.
 DL0087
 DL0087                          STATION RECOVERY (1964)
 DL0087
 DL0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0087'RECOVERED IN GOOD CONDITION.
 DL0087
 DL0087                          STATION RECOVERY (2004)
 DL0087
 DL0087'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0558 ***********************************************************************
 DL0558  DESIGNATION -  P 202
 DL0558  PID         -  DL0558
 DL0558  STATE/COUNTY-  AR/COLUMBIA
 DL0558  USGS QUAD   -  BUCKNER (1968)
 DL0558
 DL0558                         *CURRENT SURVEY CONTROL
 DL0558  ___________________________________________________________________
 DL0558* NAD 83(1986)-  33 21 18.     (N)    093 23 13.     (W)     SCALED    
 DL0558* NAVD 88     -        86.561  (meters)     283.99   (feet)  ADJUSTED  
 DL0558  ___________________________________________________________________
 DL0558  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DL0558  DYNAMIC HT  -          86.469 (meters)     283.69  (feet)  COMP
 DL0558  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 DL0558
 DL0558  VERT ORDER  -  FIRST     CLASS II
 DL0558
 DL0558.The horizontal coordinates were scaled from a topographic map and have
 DL0558.an estimated accuracy of +/- 6 seconds.
 DL0558
 DL0558.The orthometric height was determined by differential leveling
 DL0558.and adjusted by the National Geodetic Survey in June 1991..
 DL0558
 DL0558.The geoid height was determined by GEOID03.
 DL0558
 DL0558.The dynamic height is computed by dividing the NAVD 88
 DL0558.geopotential number by the normal gravity value computed on the
 DL0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0558.degrees latitude (g = 980.6199 gals.).
 DL0558
 DL0558.The modeled gravity was interpolated from observed gravity values.
 DL0558
 DL0558;                    North         East    Units  Estimated Accuracy
 DL0558;SPC AR S     -   477,220.      270,910.      MT  (+/- 180 meters Scaled)
 DL0558
 DL0558                          SUPERSEDED SURVEY CONTROL
 DL0558
 DL0558  NGVD 29 (??/??/92)   86.595  (m)          284.10   (f) ADJ UNCH    1 2
 DL0558
 DL0558.Superseded values are not recommended for survey control.
 DL0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0558.See file dsdata.txt to determine how the superseded data were derived.
 DL0558
 DL0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS639907(NAD 83)
 DL0558_MARKER: DB = BENCH MARK DISK
 DL0558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0558_SP_SET: 24 FT
 DL0558_STAMPING: P 202 1960
 DL0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0558
 DL0558  HISTORY     - Date     Condition        Report By
 DL0558  HISTORY     - 1960     MONUMENTED       CGS
 DL0558  HISTORY     - 1963     GOOD             NGS
 DL0558
 DL0558                          STATION DESCRIPTION
 DL0558
 DL0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0558'5.4 MI W FROM WALDO.
 DL0558'ABOUT 5.4 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0558'STATION AT WALDO, IN SECTION 16, T 16 S, R 22 W, 11 POLES EAST OF
 DL0558'MILEPOST 379, 24 FEET NORTH OF THE NORTH RAIL, 48 FEET WEST OF THE
 DL0558'CENTER LINE OF A GRADED DIRT ROAD, 60 FEET NORTHWEST OF THE CENTER OF
 DL0558'A ROAD CROSSING, 23 FEET SOUTH OF A FENCE, 18 1/2 FEET WEST OF A
 DL0558'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET
 DL0558'WEST-NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE TRACKS,
 DL0558'ON THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A
 DL0558'DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 DL0558
 DL0558                          STATION RECOVERY (1963)
 DL0558
 DL0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0776 ***********************************************************************
 DL0776  DESIGNATION -  P 203
 DL0776  PID         -  DL0776
 DL0776  STATE/COUNTY-  AR/LAFAYETTE
 DL0776  USGS QUAD   -  CANFIELD (1975)
 DL0776
 DL0776                         *CURRENT SURVEY CONTROL
 DL0776  ___________________________________________________________________
 DL0776* NAD 83(1986)-  33 11 56.     (N)    093 37 43.     (W)     SCALED    
 DL0776* NAVD 88     -        79.543  (meters)     260.97   (feet)  ADJUSTED  
 DL0776  ___________________________________________________________________
 DL0776  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DL0776  DYNAMIC HT  -          79.457 (meters)     260.69  (feet)  COMP
 DL0776  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DL0776
 DL0776  VERT ORDER  -  FIRST     CLASS II
 DL0776
 DL0776.The horizontal coordinates were scaled from a topographic map and have
 DL0776.an estimated accuracy of +/- 6 seconds.
 DL0776
 DL0776.The orthometric height was determined by differential leveling
 DL0776.and adjusted by the National Geodetic Survey in June 1991..
 DL0776
 DL0776.The geoid height was determined by GEOID03.
 DL0776
 DL0776.The dynamic height is computed by dividing the NAVD 88
 DL0776.geopotential number by the normal gravity value computed on the
 DL0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0776.degrees latitude (g = 980.6199 gals.).
 DL0776
 DL0776.The modeled gravity was interpolated from observed gravity values.
 DL0776
 DL0776;                    North         East    Units  Estimated Accuracy
 DL0776;SPC AR S     -   460,240.      248,150.      MT  (+/- 180 meters Scaled)
 DL0776
 DL0776                          SUPERSEDED SURVEY CONTROL
 DL0776
 DL0776  NGVD 29 (??/??/92)   79.595  (m)          261.14   (f) ADJ UNCH    1 2
 DL0776
 DL0776.Superseded values are not recommended for survey control.
 DL0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0776.See file dsdata.txt to determine how the superseded data were derived.
 DL0776
 DL0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS414735(NAD 83)
 DL0776_MARKER: DB = BENCH MARK DISK
 DL0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0776_STAMPING: P 203 1960
 DL0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0776+STABILITY: SURFACE MOTION
 DL0776
 DL0776  HISTORY     - Date     Condition        Report By
 DL0776  HISTORY     - 1960     MONUMENTED       CGS
 DL0776  HISTORY     - 1963     GOOD             NGS
 DL0776  HISTORY     - 20041226 MARK NOT FOUND   USPSQD
 DL0776
 DL0776                          STATION DESCRIPTION
 DL0776
 DL0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0776'7.1 MI N FROM BRADLEY.
 DL0776'ABOUT 7.1 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0776'THE STATION AT BRADLEY, IN SECTION 7, T 18 S, R 24 W, 0.4 MILE SOUTH
 DL0776'OF MILEPOST 401, 162 FEET EAST OF THE EAST RAIL, 54 FEET EAST OF THE
 DL0776'CENTER LINE OF THE HIGHWAY, 25 FEET WEST OF A POWER POLE, 22 FEET
 DL0776'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST TO A CHURCH, 2
 DL0776'FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2
 DL0776'1/2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 DL0776'PROJECTING 6 INCHES.
 DL0776
 DL0776                          STATION RECOVERY (1963)
 DL0776
 DL0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0776'RECOVERED IN GOOD CONDITION.
 DL0776
 DL0776                          STATION RECOVERY (2004)
 DL0776
 DL0776'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DL0776'MARK NOT FOUND. SAW MILL NOT THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0516 ***********************************************************************
 DL0516  DESIGNATION -  P 204
 DL0516  PID         -  DL0516
 DL0516  STATE/COUNTY-  AR/OUACHITA
 DL0516  USGS QUAD   -  STEPHENS (1976)
 DL0516
 DL0516                         *CURRENT SURVEY CONTROL
 DL0516  ___________________________________________________________________
 DL0516* NAD 83(1986)-  33 25 21.     (N)    093 03 21.     (W)     SCALED    
 DL0516* NAVD 88     -        83.009  (meters)     272.34   (feet)  ADJUSTED  
 DL0516  ___________________________________________________________________
 DL0516  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DL0516  DYNAMIC HT  -          82.921 (meters)     272.05  (feet)  COMP
 DL0516  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DL0516
 DL0516  VERT ORDER  -  FIRST     CLASS II
 DL0516
 DL0516.The horizontal coordinates were scaled from a topographic map and have
 DL0516.an estimated accuracy of +/- 6 seconds.
 DL0516
 DL0516.The orthometric height was determined by differential leveling
 DL0516.and adjusted by the National Geodetic Survey in June 1991..
 DL0516
 DL0516.The geoid height was determined by GEOID03.
 DL0516
 DL0516.The dynamic height is computed by dividing the NAVD 88
 DL0516.geopotential number by the normal gravity value computed on the
 DL0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0516.degrees latitude (g = 980.6199 gals.).
 DL0516
 DL0516.The modeled gravity was interpolated from observed gravity values.
 DL0516
 DL0516;                    North         East    Units  Estimated Accuracy
 DL0516;SPC AR S     -   484,340.      301,810.      MT  (+/- 180 meters Scaled)
 DL0516
 DL0516                          SUPERSEDED SURVEY CONTROL
 DL0516
 DL0516  NGVD 29 (??/??/92)   83.035  (m)          272.42   (f) ADJ UNCH    1 2
 DL0516
 DL0516.Superseded values are not recommended for survey control.
 DL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0516.See file dsdata.txt to determine how the superseded data were derived.
 DL0516
 DL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS948981(NAD 83)
 DL0516_MARKER: DB = BENCH MARK DISK
 DL0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0516_STAMPING: P 204 1960
 DL0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0516+STABILITY: SURFACE MOTION
 DL0516
 DL0516  HISTORY     - Date     Condition        Report By
 DL0516  HISTORY     - 1960     MONUMENTED       CGS
 DL0516  HISTORY     - 1964     GOOD             NGS
 DL0516
 DL0516                          STATION DESCRIPTION
 DL0516
 DL0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0516'1.1 MI NE FROM STEPHENS.
 DL0516'ABOUT 1.1 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0516'FROM THE STATION AT STEPHENS, IN SECTION 22, T 15 S, R 19 W, 399 FEET
 DL0516'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 40 FEET SOUTHEAST
 DL0516'OF THE CENTER LINE OF A PAVED ROAD LEADING TO THE ELK ROOFING COMPANY
 DL0516'PLANT, 113 FEET SOUTH OF AND ACROSS A PAVED ROAD FROM A TRANSFORMER
 DL0516'POLE, 22 FEET SOUTHEAST OF A 26-INCH PINE TREE, 2 FEET NORTHEAST OF A
 DL0516'FENCE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DL0516'PAVED ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0516
 DL0516                          STATION RECOVERY (1964)
 DL0516
 DL0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0831 ***********************************************************************
 DL0831  DESIGNATION -  P 205 RESET
 DL0831  PID         -  DL0831
 DL0831  STATE/COUNTY-  AR/LAFAYETTE
 DL0831  USGS QUAD   -  LEWISVILLE (1978)
 DL0831
 DL0831                         *CURRENT SURVEY CONTROL
 DL0831  ___________________________________________________________________
 DL0831* NAD 83(1986)-  33 21 32.     (N)    093 36 47.     (W)     SCALED    
 DL0831* NAVD 88     -        81.32   (meters)     266.8    (feet)  RESET     
 DL0831  ___________________________________________________________________
 DL0831  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DL0831
 DL0831  VERT ORDER  -  THIRD
 DL0831
 DL0831.The horizontal coordinates were scaled from a topographic map and have
 DL0831.an estimated accuracy of +/- 6 seconds.
 DL0831
 DL0831.The orthometric height was computed from unverified reset data.
 DL0831.No vertical observational check was made to the station.
 DL0831
 DL0831.The geoid height was determined by GEOID03.
 DL0831
 DL0831;                    North         East    Units  Estimated Accuracy
 DL0831;SPC AR S     -   477,960.      249,880.      MT  (+/- 180 meters Scaled)
 DL0831
 DL0831                          SUPERSEDED SURVEY CONTROL
 DL0831
 DL0831  NGVD 29 (??/??/??)   81.36   (m)          266.9    (f) RESET       3  
 DL0831
 DL0831.Superseded values are not recommended for survey control.
 DL0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0831.See file dsdata.txt to determine how the superseded data were derived.
 DL0831
 DL0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS429912(NAD 83)
 DL0831_MARKER: DD = SURVEY DISK
 DL0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0831_SP_SET: CULVERT
 DL0831_STAMPING: P 205 RESET 1965
 DL0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0831
 DL0831  HISTORY     - Date     Condition        Report By
 DL0831  HISTORY     - 1965     MONUMENTED       ARHD
 DL0831  HISTORY     - 1966     GOOD             NGS
 DL0831
 DL0831                          STATION DESCRIPTION
 DL0831
 DL0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DL0831'2.1 MI W FROM LEWISVILLE.
 DL0831'LOCATED 2.1 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD, FROM
 DL0831'THE STATION AT LEWISVILLE, IN SEC. 17, T 16E, R 24W.  SET IN THE
 DL0831'CENTER OF THE SOUTH HEADWALL OF A 24 INCH CONCRETE CULVERT, 48 FEET
 DL0831'NORTH OF THE NORTH RAIL OF THE TRACKS, 34 FEET SOUTH OF THE CENTER OF
 DL0831'U.S. HIGHWAY 82, 83 FEET NORTHWEST OF THE NORTHWEST CORNER OF RAILROAD
 DL0831'BRIDGE NO 391.69, 77 FEET EAST OF THE CENTER OF THE ROAD LEADING
 DL0831'SOUTH, 77 FEET WEST OF THE WEST END OF A LARGE CONCRETE BRIDGE UNDER
 DL0831'THE HIGHWAY, 95 FEET EAST OF TELEPHONE POLE NO. 7639. IT IS A STANDARD
 DL0831'DISK SET IN A DRILL HOLE IN THE CENTER OF THE TOP OF THE CONCRETE
 DL0831'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1522 ***********************************************************************
 FF1522  DESIGNATION -  P 206
 FF1522  PID         -  FF1522
 FF1522  STATE/COUNTY-  AR/WHITE
 FF1522  USGS QUAD   -  SIDON (1994)
 FF1522
 FF1522                         *CURRENT SURVEY CONTROL
 FF1522  ___________________________________________________________________
 FF1522* NAD 83(1986)-  35 16 31.     (N)    091 55 57.     (W)     SCALED    
 FF1522* NAVD 88     -       140.932  (meters)     462.37   (feet)  ADJUSTED  
 FF1522  ___________________________________________________________________
 FF1522  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF1522  DYNAMIC HT  -         140.802 (meters)     461.95  (feet)  COMP
 FF1522  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 FF1522
 FF1522  VERT ORDER  -  SECOND    CLASS 0
 FF1522
 FF1522.The horizontal coordinates were scaled from a topographic map and have
 FF1522.an estimated accuracy of +/- 6 seconds.
 FF1522
 FF1522.The orthometric height was determined by differential leveling
 FF1522.and adjusted by the National Geodetic Survey in June 1991..
 FF1522
 FF1522.The geoid height was determined by GEOID03.
 FF1522
 FF1522.The dynamic height is computed by dividing the NAVD 88
 FF1522.geopotential number by the normal gravity value computed on the
 FF1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1522.degrees latitude (g = 980.6199 gals.).
 FF1522
 FF1522.The modeled gravity was interpolated from observed gravity values.
 FF1522
 FF1522;                    North         East    Units  Estimated Accuracy
 FF1522;SPC AR N     -   104,500.      406,140.      MT  (+/- 180 meters Scaled)
 FF1522
 FF1522                          SUPERSEDED SURVEY CONTROL
 FF1522
 FF1522  NGVD 29 (??/??/??)  140.882  (m)          462.21   (f) ADJUSTED    2 0
 FF1522
 FF1522.Superseded values are not recommended for survey control.
 FF1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1522.See file dsdata.txt to determine how the superseded data were derived.
 FF1522
 FF1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV970040(NAD 83)
 FF1522_MARKER: DB = BENCH MARK DISK
 FF1522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1522_SP_SET: CULVERT
 FF1522_STAMPING: P 206 1962
 FF1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1522+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF1522
 FF1522  HISTORY     - Date     Condition        Report By
 FF1522  HISTORY     - 1962     MONUMENTED       CGS
 FF1522  HISTORY     - 1988     GOOD             USPSQD
 FF1522  HISTORY     - 20030701 GOOD             USACE
 FF1522
 FF1522                          STATION DESCRIPTION
 FF1522
 FF1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1522'10.4 MI E FROM ROSE BUD.
 FF1522'10.45 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FF1522'ROSEBUD, ABOUT 0.9 MILE WEST OF BM WDT (ARK. GEOD.S.), 18 FEET
 FF1522'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT WEST OF THE
 FF1522'EAST END OF THE SOUTH HEADWALL, SET IN A DRILL HOLE IN A CONCRETE
 FF1522'CULVERT.
 FF1522
 FF1522                          STATION RECOVERY (1988)
 FF1522
 FF1522'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1522'RECOVERED IN GOOD CONDITION.
 FF1522
 FF1522                          STATION RECOVERY (2003)
 FF1522
 FF1522'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0178 ***********************************************************************
 FG0178  DESIGNATION -  P 207
 FG0178  PID         -  FG0178
 FG0178  STATE/COUNTY-  AR/FAULKNER
 FG0178  USGS QUAD   -  GUY (1994)
 FG0178
 FG0178                         *CURRENT SURVEY CONTROL
 FG0178  ___________________________________________________________________
 FG0178* NAD 83(1986)-  35 19 47.     (N)    092 16 02.     (W)     SCALED    
 FG0178* NAVD 88     -       253.967  (meters)     833.22   (feet)  ADJUSTED  
 FG0178  ___________________________________________________________________
 FG0178  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FG0178  DYNAMIC HT  -         253.730 (meters)     832.45  (feet)  COMP
 FG0178  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FG0178
 FG0178  VERT ORDER  -  SECOND    CLASS 0
 FG0178
 FG0178.The horizontal coordinates were scaled from a topographic map and have
 FG0178.an estimated accuracy of +/- 6 seconds.
 FG0178
 FG0178.The orthometric height was determined by differential leveling
 FG0178.and adjusted by the National Geodetic Survey in June 1991..
 FG0178
 FG0178.The geoid height was determined by GEOID03.
 FG0178
 FG0178.The dynamic height is computed by dividing the NAVD 88
 FG0178.geopotential number by the normal gravity value computed on the
 FG0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0178.degrees latitude (g = 980.6199 gals.).
 FG0178
 FG0178.The modeled gravity was interpolated from observed gravity values.
 FG0178
 FG0178;                    North         East    Units  Estimated Accuracy
 FG0178;SPC AR N     -   110,570.      375,710.      MT  (+/- 180 meters Scaled)
 FG0178
 FG0178                          SUPERSEDED SURVEY CONTROL
 FG0178
 FG0178  NGVD 29 (??/??/92)  253.935  (m)          833.12   (f) ADJ UNCH    2 0
 FG0178
 FG0178.Superseded values are not recommended for survey control.
 FG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0178.See file dsdata.txt to determine how the superseded data were derived.
 FG0178
 FG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV665098(NAD 83)
 FG0178_MARKER: DB = BENCH MARK DISK
 FG0178_SETTING: 80 = SET IN A BOULDER
 FG0178_SP_SET: LARSE BOULDER
 FG0178_STAMPING: P 207 1962
 FG0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0178+STABILITY: SURFACE MOTION
 FG0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0178+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 FG0178
 FG0178  HISTORY     - Date     Condition        Report By
 FG0178  HISTORY     - 1962     MONUMENTED       CGS
 FG0178  HISTORY     - 20060925 GOOD             JCLS
 FG0178
 FG0178                          STATION DESCRIPTION
 FG0178
 FG0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0178'4.6 MI W FROM QUITMAN.
 FG0178'4.6 MILES WEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT QUITMAN,
 FG0178'SET IN TOP OF A LARGE BOULDER FLUSH WITH THE GROUND, 32.9 FEET NORTH
 FG0178'OF THE CENTERLINE OF THE HIGHWAY, 18.5 FEET SOUTHEAST OF THE SOUTHEAST
 FG0178'CORNER OF THE ARK. POWER AND LIGHT CO. SWITCHING STATION, AND 3.0 FEET
 FG0178'ABOVE THE LEVEL OF THE HIGHWAY.
 FG0178
 FG0178                          STATION RECOVERY (2006)
 FG0178
 FG0178'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FG0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0183 ***********************************************************************
 FG0183  DESIGNATION -  P 208
 FG0183  PID         -  FG0183
 FG0183  STATE/COUNTY-  AR/FAULKNER
 FG0183  USGS QUAD   -  BARNEY (1994)
 FG0183
 FG0183                         *CURRENT SURVEY CONTROL
 FG0183  ___________________________________________________________________
 FG0183* NAD 83(1986)-  35 20 33.     (N)    092 14 53.     (W)     SCALED    
 FG0183* NAVD 88     -       221.646  (meters)     727.18   (feet)  ADJUSTED  
 FG0183  ___________________________________________________________________
 FG0183  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FG0183  DYNAMIC HT  -         221.440 (meters)     726.51  (feet)  COMP
 FG0183  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 FG0183
 FG0183  VERT ORDER  -  SECOND    CLASS 0
 FG0183
 FG0183.The horizontal coordinates were scaled from a topographic map and have
 FG0183.an estimated accuracy of +/- 6 seconds.
 FG0183
 FG0183.The orthometric height was determined by differential leveling
 FG0183.and adjusted by the National Geodetic Survey in June 1991..
 FG0183
 FG0183.The geoid height was determined by GEOID03.
 FG0183
 FG0183.The dynamic height is computed by dividing the NAVD 88
 FG0183.geopotential number by the normal gravity value computed on the
 FG0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0183.degrees latitude (g = 980.6199 gals.).
 FG0183
 FG0183.The modeled gravity was interpolated from observed gravity values.
 FG0183
 FG0183;                    North         East    Units  Estimated Accuracy
 FG0183;SPC AR N     -   111,990.      377,450.      MT  (+/- 180 meters Scaled)
 FG0183
 FG0183                          SUPERSEDED SURVEY CONTROL
 FG0183
 FG0183  NGVD 29 (??/??/92)  221.612  (m)          727.07   (f) ADJ UNCH    2 0
 FG0183
 FG0183.Superseded values are not recommended for survey control.
 FG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0183.See file dsdata.txt to determine how the superseded data were derived.
 FG0183
 FG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV683112(NAD 83)
 FG0183_MARKER: DB = BENCH MARK DISK
 FG0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0183_SP_SET: CULVERT
 FG0183_STAMPING: P 208 1962
 FG0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0183
 FG0183  HISTORY     - Date     Condition        Report By
 FG0183  HISTORY     - 1962     MONUMENTED       CGS
 FG0183
 FG0183                          STATION DESCRIPTION
 FG0183
 FG0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0183'3.1 MI W FROM QUITMAN.
 FG0183'3.1 MILES WEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT QUITMAN,
 FG0183'SET 0.4 FEET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE
 FG0183'CULVERT, 17.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0028 ***********************************************************************
 EK0028  DESIGNATION -  P 21
 EK0028  PID         -  EK0028
 EK0028  STATE/COUNTY-  AR/POLK
 EK0028  USGS QUAD   -  POTTER (1979)
 EK0028
 EK0028                         *CURRENT SURVEY CONTROL
 EK0028  ___________________________________________________________________
 EK0028* NAD 83(1986)-  34 33 15.     (N)    094 20 20.     (W)     SCALED    
 EK0028* NAVD 88     -       283.744  (meters)     930.92   (feet)  ADJUSTED  
 EK0028  ___________________________________________________________________
 EK0028  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EK0028  DYNAMIC HT  -         283.435 (meters)     929.90  (feet)  COMP
 EK0028  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 EK0028
 EK0028  VERT ORDER  -  FIRST     CLASS II
 EK0028
 EK0028.The horizontal coordinates were scaled from a topographic map and have
 EK0028.an estimated accuracy of +/- 6 seconds.
 EK0028
 EK0028.The orthometric height was determined by differential leveling
 EK0028.and adjusted by the National Geodetic Survey in June 1991..
 EK0028
 EK0028.The geoid height was determined by GEOID03.
 EK0028
 EK0028.The dynamic height is computed by dividing the NAVD 88
 EK0028.geopotential number by the normal gravity value computed on the
 EK0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0028.degrees latitude (g = 980.6199 gals.).
 EK0028
 EK0028.The modeled gravity was interpolated from observed gravity values.
 EK0028
 EK0028;                    North         East    Units  Estimated Accuracy
 EK0028;SPC AR S     -   611,800.      185,360.      MT  (+/- 180 meters Scaled)
 EK0028
 EK0028                          SUPERSEDED SURVEY CONTROL
 EK0028
 EK0028  NGVD 29 (??/??/92)  283.652  (m)          930.61   (f) ADJ UNCH    1 2
 EK0028
 EK0028.Superseded values are not recommended for survey control.
 EK0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0028.See file dsdata.txt to determine how the superseded data were derived.
 EK0028
 EK0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU771244(NAD 83)
 EK0028_MARKER: DB = BENCH MARK DISK
 EK0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0028+STABILITY: SURFACE MOTION
 EK0028
 EK0028  HISTORY     - Date     Condition        Report By
 EK0028  HISTORY     - UNK      MONUMENTED       CGS
 EK0028  HISTORY     - 1932     GOOD             NGS
 EK0028  HISTORY     - 1965     MARK NOT FOUND   NGS
 EK0028  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0028
 EK0028                          STATION DESCRIPTION
 EK0028
 EK0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0028'IN POTTER.
 EK0028'IN POTTER LOCATED 130 FEET SOUTH OF THE ROAD CROSSING AT POTTER,
 EK0028'WHICH IS 7 MILES SOUTH OF MENA, MARK IS 32 FEET WEST OF THE WEST
 EK0028'RAIL OF THE MAIN TRACK OF THE K.C.S. R.R.
 EK0028
 EK0028                          STATION RECOVERY (1965)
 EK0028
 EK0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EK0028'MARK NOT FOUND.
 EK0028
 EK0028                          STATION RECOVERY (1985)
 EK0028
 EK0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0028'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1922 ***********************************************************************
 FE1922  DESIGNATION -  P 213
 FE1922  PID         -  FE1922
 FE1922  STATE/COUNTY-  AR/MISSISSIPPI
 FE1922  USGS QUAD   -  ARMOREL (1983)
 FE1922
 FE1922                         *CURRENT SURVEY CONTROL
 FE1922  ___________________________________________________________________
 FE1922* NAD 83(1986)-  35 54 49.     (N)    089 45 03.     (W)     SCALED    
 FE1922* NAVD 88     -        83.556  (meters)     274.13   (feet)  ADJUSTED  
 FE1922  ___________________________________________________________________
 FE1922  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE1922  DYNAMIC HT  -          83.485 (meters)     273.90  (feet)  COMP
 FE1922  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 FE1922
 FE1922  VERT ORDER  -  FIRST     CLASS I
 FE1922
 FE1922.The horizontal coordinates were scaled from a topographic map and have
 FE1922.an estimated accuracy of +/- 6 seconds.
 FE1922
 FE1922.The orthometric height was determined by differential leveling
 FE1922.and adjusted by the National Geodetic Survey in June 1991..
 FE1922
 FE1922.The geoid height was determined by GEOID03.
 FE1922
 FE1922.The dynamic height is computed by dividing the NAVD 88
 FE1922.geopotential number by the normal gravity value computed on the
 FE1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1922.degrees latitude (g = 980.6199 gals.).
 FE1922
 FE1922.The modeled gravity was interpolated from observed gravity values.
 FE1922
 FE1922;                    North         East    Units  Estimated Accuracy
 FE1922;SPC AR N     -   177,640.      602,990.      MT  (+/- 180 meters Scaled)
 FE1922
 FE1922                          SUPERSEDED SURVEY CONTROL
 FE1922
 FE1922  NGVD 29 (??/??/??)   83.485  (m)          273.90   (f) ADJUSTED    1 1
 FE1922
 FE1922.Superseded values are not recommended for survey control.
 FE1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1922.See file dsdata.txt to determine how the superseded data were derived.
 FE1922
 FE1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE517778(NAD 83)
 FE1922_MARKER: DB = BENCH MARK DISK
 FE1922_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1922_SP_SET: 4 FEET
 FE1922_STAMPING: P 213 1976
 FE1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1922+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1922
 FE1922  HISTORY     - Date     Condition        Report By
 FE1922  HISTORY     - 1976     MONUMENTED       NGS
 FE1922  HISTORY     - 20020722 GOOD             USACE
 FE1922
 FE1922                          STATION DESCRIPTION
 FE1922
 FE1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1922'7.6 MI SOUTH FROM HUFFMAN.
 FE1922'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAYS
 FE1922'137 AND 150 AT HUFFMAN, THENCE 7.6 MILES SOUTH ALONG THE LEVEE, 26
 FE1922'FEET NORTHEAST OF THE CENTER OF LEVEE, AND 1.5 FEET SOUTHWEST OF
 FE1922'MILEPOST 56/57. A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FE1922'SET TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING 4 INCHES,
 FE1922'2 FEET BELOW THE LEVEE, AND 2 FEET NE OF A WITNESS POST.
 FE1922
 FE1922                          STATION RECOVERY (2002)
 FE1922
 FE1922'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1873 ***********************************************************************
 FE1873  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1873  DESIGNATION -  P 214
 FE1873  PID         -  FE1873
 FE1873  STATE/COUNTY-  AR/MISSISSIPPI
 FE1873  USGS QUAD   -  OSCEOLA (1983)
 FE1873
 FE1873                         *CURRENT SURVEY CONTROL
 FE1873  ___________________________________________________________________
 FE1873* NAD 83(1997)-  35 38 53.52875(N)    089 55 32.86353(W)     ADJUSTED  
 FE1873* NAVD 88     -        80.97   (meters)     265.6    (feet)  GPS OBS   
 FE1873  ___________________________________________________________________
 FE1873  X           -       6,720.201 (meters)                     COMP
 FE1873  Y           -  -5,188,884.298 (meters)                     COMP
 FE1873  Z           -   3,696,573.410 (meters)                     COMP
 FE1873  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 FE1873  ELLIP HEIGHT-          53.38  (meters)          (01/24/03) GPS OBS
 FE1873  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE1873  DYNAMIC HT  -          80.90  (meters)     265.4   (feet)  COMP
 FE1873  MODELED GRAV-     979,778.5   (mgal)                       NAVD 88
 FE1873
 FE1873  HORZ ORDER  -  FIRST
 FE1873  VERT ORDER  -  THIRD (See Below)
 FE1873  ELLP ORDER  -  SECOND    CLASS II
 FE1873
 FE1873.The horizontal coordinates were established by GPS observations
 FE1873.and adjusted by the National Geodetic Survey in January 2003..
 FE1873
 FE1873.The orthometric height was determined by GPS observations and a
 FE1873.high-resolution geoid model using precise GPS observation and
 FE1873.processing techniques. It supersedes the leveled height previously
 FE1873.determined for this station.
 FE1873.The vertical order pertains to the first NAVD 88 superseded value.
 FE1873
 FE1873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1873
 FE1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1873
 FE1873.The ellipsoidal height was determined by GPS observations
 FE1873.and is referenced to NAD 83.
 FE1873
 FE1873.The geoid height was determined by GEOID03.
 FE1873
 FE1873.The dynamic height is computed by dividing the NAVD 88
 FE1873.geopotential number by the normal gravity value computed on the
 FE1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1873.degrees latitude (g = 980.6199 gals.).
 FE1873
 FE1873.The modeled gravity was interpolated from observed gravity values.
 FE1873
 FE1873;                    North         East     Units Scale Factor Converg.
 FE1873;SPC AR N     -   147,852.070   587,819.206   MT  0.99993656   +1 12 25.1
 FE1873;SPC AR N     -   485,078.00  1,928,536.85   sFT  0.99993656   +1 12 25.1
 FE1873;UTM  16      - 3,948,873.919   235,101.607   MT  1.00046480   -1 42 22.2
 FE1873;UTM  15      - 3,949,284.455   778,339.265   MT  1.00055480   +1 47 34.1
 FE1873
 FE1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1873!SPC AR N     -   0.99999162  x   0.99993656  =   0.99992818
 FE1873!UTM  16      -   0.99999162  x   1.00046480  =   1.00045642
 FE1873!UTM  15      -   0.99999162  x   1.00055480  =   1.00054642
 FE1873
 FE1873                          SUPERSEDED SURVEY CONTROL
 FE1873
 FE1873  NAVD 88 (06/15/91)   80.939  (m)          265.55   (f) ADJUSTED    1 1
 FE1873  NGVD 29 (??/??/??)   80.902  (m)          265.43   (f) ADJUSTED    1 1
 FE1873
 FE1873.Superseded values are not recommended for survey control.
 FE1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1873.See file dsdata.txt to determine how the superseded data were derived.
 FE1873
 FE1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3510248874(NAD 83)
 FE1873_MARKER: DB = BENCH MARK DISK
 FE1873_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1873_SP_SET: 4 FEET
 FE1873_STAMPING: P 214 1976
 FE1873_MARK LOGO: NGS   
 FE1873_PROJECTION: RECESSED 15 CENTIMETERS
 FE1873_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1873+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2001
 FE1873_ROD/PIPE-DEPTH:  3.0 meters
 FE1873
 FE1873  HISTORY     - Date     Condition        Report By
 FE1873  HISTORY     - 1976     MONUMENTED       NGS
 FE1873  HISTORY     - 20000901 GOOD             USE
 FE1873  HISTORY     - 20011012 GOOD             3001
 FE1873
 FE1873                          STATION DESCRIPTION
 FE1873
 FE1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1873'4.9 MI SW FROM OSCEOLA.
 FE1873'4.9 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1873'JOHNSON STREET AT OSCEOLA, 17.5 FEET SOUTHWEST OF THE CENTER OF
 FE1873'THE LEVEE, 1.5 FEET NORTHEAST OF MILEPOST 84/85, AND 0.1 MILE
 FE1873'NORTHWEST OF A SPUR LEVEE LEADING NORTHEAST. A DISK ON THE TOP
 FE1873'OF A COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 1 FOOT
 FE1873'BELOW THE LEVEE, AND 1 FOOT EAST OF A WITNESS POST.
 FE1873
 FE1873                          STATION RECOVERY (2000)
 FE1873
 FE1873'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1873'RECOVERED IN GOOD CONDITION.
 FE1873
 FE1873                          STATION RECOVERY (2001)
 FE1873
 FE1873'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FE1873'THE STATION IS LOCATED IN MISSISSIPPI COUNTY, ARKANSAS, 7.5 MILES
 FE1873'SOUTH OF LUXORA, 4.9 MILES
 FE1873'SOUTHEAST OF OSCEOLA, AND 2.96 MILES EAST OF GRIDER.
 FE1873' 
 FE1873'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 61 AND EAST
 FE1873'COUNTY ROAD 198, 0.3
 FE1873'MILES NORTH OF GRIDER, GO EAST ON CR 198 FOR 2.82 MILES TO THE LEVEE
 FE1873'ROAD ON THE RIGHT AT
 FE1873'A LOCKED GATE.  PROCEED SOUTHEAST ON LEVEE FOR 0.56 MILES TO LEVEE
 FE1873'MILE POST 84/85 AND
 FE1873'THE MARK IS ON THE RIGHT.
 FE1873' 
 FE1873'THE STATION IS 0.10 MILES NORTH OF A SPUR LEVEE LEADING NORTHEAST,
 FE1873'17.5 FEET SOUTHWEST
 FE1873'OF THE CENTER OF THE LEVEE.  1.5 FEET NORTHEAST OF LEVEE MILE POST
 FE1873'84/85, AND 1.0 FEET
 FE1873'NORTHEAST OF A CARSONITE WITNESS POST.  THE MARK IS A DISK ON THE TOP
 FE1873'OF A COPPER CLAD
 FE1873'STEEL ROD SET TO A DEPTH OF 4 FEET, 1 FOOT BELOW THE LEVEE.
 FE1873'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1924 ***********************************************************************
 FE1924  DESIGNATION -  P 215
 FE1924  PID         -  FE1924
 FE1924  STATE/COUNTY-  AR/MISSISSIPPI
 FE1924  USGS QUAD   -  ARMOREL (1983)
 FE1924
 FE1924                         *CURRENT SURVEY CONTROL
 FE1924  ___________________________________________________________________
 FE1924* NAD 83(1986)-  35 54 14.     (N)    089 46 00.     (W)     SCALED    
 FE1924* NAVD 88     -        78.451  (meters)     257.38   (feet)  ADJUSTED  
 FE1924  ___________________________________________________________________
 FE1924  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FE1924  DYNAMIC HT  -          78.385 (meters)     257.17  (feet)  COMP
 FE1924  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1924
 FE1924  VERT ORDER  -  FIRST     CLASS I
 FE1924
 FE1924.The horizontal coordinates were scaled from a topographic map and have
 FE1924.an estimated accuracy of +/- 6 seconds.
 FE1924
 FE1924.The orthometric height was determined by differential leveling
 FE1924.and adjusted by the National Geodetic Survey in June 1991..
 FE1924
 FE1924.The geoid height was determined by GEOID03.
 FE1924
 FE1924.The dynamic height is computed by dividing the NAVD 88
 FE1924.geopotential number by the normal gravity value computed on the
 FE1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1924.degrees latitude (g = 980.6199 gals.).
 FE1924
 FE1924.The modeled gravity was interpolated from observed gravity values.
 FE1924
 FE1924;                    North         East    Units  Estimated Accuracy
 FE1924;SPC AR N     -   176,530.      601,580.      MT  (+/- 180 meters Scaled)
 FE1924
 FE1924                          SUPERSEDED SURVEY CONTROL
 FE1924
 FE1924  NGVD 29 (??/??/??)   78.381  (m)          257.15   (f) ADJUSTED    1 1
 FE1924
 FE1924.Superseded values are not recommended for survey control.
 FE1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1924.See file dsdata.txt to determine how the superseded data were derived.
 FE1924
 FE1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE503768(NAD 83)
 FE1924_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE1924_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1924_SP_SET: 41 FEET
 FE1924_STAMPING: P 215 1976
 FE1924_MARK LOGO: NGS   
 FE1924_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1924+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2000
 FE1924
 FE1924  HISTORY     - Date     Condition        Report By
 FE1924  HISTORY     - 1976     MONUMENTED       NGS
 FE1924  HISTORY     - 20000925 GOOD             USE
 FE1924
 FE1924                          STATION DESCRIPTION
 FE1924
 FE1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1924'IN BARFIELD.
 FE1924'AT BARFIELD, AT THE JUNCTION OF STATE HIGHWAY 18 AND THE LEVEE,
 FE1924'74 FEET SOUTHEAST OF THE JUNCTION OF HIGHWAY AND LEVEE, 32 FEET
 FE1924'SOUTH OF THE CENTER OF THE LEVEE, 175 FEET NORTH OF A GATE, 100
 FE1924'FEET NORTHEAST AND ACROSS HIGHWAY FROM MILEPOST 57/58, AND 5
 FE1924'FEET SOUTHEAST OF A FENCE CORNER. A DISK ON THE TOP OF A COPPER
 FE1924'COATED STEEL ROD SET TO A DEPTH OF 41 FEET, 30 FEET BELOW THE
 FE1924'LEVEE, AND 4 FEET SOUTH OF A WITNESS POST.
 FE1924
 FE1924                          STATION RECOVERY (2000)
 FE1924
 FE1924'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1106 ***********************************************************************
 FF1106  DESIGNATION -  P 216
 FF1106  PID         -  FF1106
 FF1106  STATE/COUNTY-  AR/MISSISSIPPI
 FF1106  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1106
 FF1106                         *CURRENT SURVEY CONTROL
 FF1106  ___________________________________________________________________
 FF1106* NAD 83(1986)-  35 26 30.     (N)    090 08 00.     (W)     SCALED    
 FF1106* NAVD 88     -        76.513  (meters)     251.03   (feet)  ADJUSTED  
 FF1106  ___________________________________________________________________
 FF1106  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1106  DYNAMIC HT  -          76.446 (meters)     250.81  (feet)  COMP
 FF1106  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FF1106
 FF1106  VERT ORDER  -  FIRST     CLASS I
 FF1106
 FF1106.The horizontal coordinates were scaled from a topographic map and have
 FF1106.an estimated accuracy of +/- 6 seconds.
 FF1106
 FF1106.The orthometric height was determined by differential leveling
 FF1106.and adjusted by the National Geodetic Survey in June 1991..
 FF1106
 FF1106.The geoid height was determined by GEOID03.
 FF1106
 FF1106.The dynamic height is computed by dividing the NAVD 88
 FF1106.geopotential number by the normal gravity value computed on the
 FF1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1106.degrees latitude (g = 980.6199 gals.).
 FF1106
 FF1106.The modeled gravity was interpolated from observed gravity values.
 FF1106
 FF1106;                    North         East    Units  Estimated Accuracy
 FF1106;SPC AR N     -   124,570.      569,460.      MT  (+/- 180 meters Scaled)
 FF1106
 FF1106                          SUPERSEDED SURVEY CONTROL
 FF1106
 FF1106  NGVD 29 (??/??/??)   76.496  (m)          250.97   (f) ADJUSTED    1 1
 FF1106
 FF1106.Superseded values are not recommended for survey control.
 FF1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1106.See file dsdata.txt to determine how the superseded data were derived.
 FF1106
 FF1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV602258(NAD 83)
 FF1106_MARKER: DV = VERTICAL CONTROL DISK
 FF1106_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1106+WITH SETTING: INTO GROUND
 FF1106_SP_SET: METAL ROD WITH BASE PLATE
 FF1106_STAMPING: P 216 1976
 FF1106_MARK LOGO: NGS   
 FF1106_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1106+STABILITY: SURFACE MOTION
 FF1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1106+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 FF1106
 FF1106  HISTORY     - Date     Condition        Report By
 FF1106  HISTORY     - 1976     MONUMENTED       NGS
 FF1106  HISTORY     - 19950216 GOOD             NGS
 FF1106  HISTORY     - 20030123 GOOD             USACE
 FF1106
 FF1106                          STATION DESCRIPTION
 FF1106
 FF1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1106'11.2 MI SOUTH FROM WILSON.
 FF1106'11.2 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1106'AT WILSON, 17 FEET NORTHWEST OF THE CENTER OF THE LEVEE, AND 2 FEET
 FF1106'NORTHEAST OF MILEPOST 121/122.
 FF1106'A DISK ON THE TOP OF A COPPER-COATED STEL ROD SET TO A DEPTH OF 4
 FF1106'FEET.  2 FEET BELOW THE LEVEE.  1 FEET SOUTHWEST OF A WITNESS POST.
 FF1106
 FF1106                          STATION RECOVERY (1995)
 FF1106
 FF1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 FF1106'RECOVERED AS DESCRIBED.
 FF1106
 FF1106                          STATION RECOVERY (2003)
 FF1106
 FF1106'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1067 ***********************************************************************
 FF1067  DESIGNATION -  P 217
 FF1067  PID         -  FF1067
 FF1067  STATE/COUNTY-  AR/CRITTENDEN
 FF1067  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1067
 FF1067                         *CURRENT SURVEY CONTROL
 FF1067  ___________________________________________________________________
 FF1067* NAD 83(1986)-  35 11 37.     (N)    090 07 18.     (W)     SCALED    
 FF1067* NAVD 88     -        73.731  (meters)     241.90   (feet)  ADJUSTED  
 FF1067  ___________________________________________________________________
 FF1067  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1067  DYNAMIC HT  -          73.665 (meters)     241.68  (feet)  COMP
 FF1067  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 FF1067
 FF1067  VERT ORDER  -  FIRST     CLASS I
 FF1067
 FF1067.The horizontal coordinates were scaled from a topographic map and have
 FF1067.an estimated accuracy of +/- 6 seconds.
 FF1067
 FF1067.The orthometric height was determined by differential leveling
 FF1067.and adjusted by the National Geodetic Survey in June 1991..
 FF1067
 FF1067.The geoid height was determined by GEOID03.
 FF1067
 FF1067.The dynamic height is computed by dividing the NAVD 88
 FF1067.geopotential number by the normal gravity value computed on the
 FF1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1067.degrees latitude (g = 980.6199 gals.).
 FF1067
 FF1067.The modeled gravity was interpolated from observed gravity values.
 FF1067
 FF1067;                    North         East    Units  Estimated Accuracy
 FF1067;SPC AR N     -    97,070.      571,050.      MT  (+/- 180 meters Scaled)
 FF1067
 FF1067                          SUPERSEDED SURVEY CONTROL
 FF1067
 FF1067  NGVD 29 (??/??/??)   73.715  (m)          241.85   (f) ADJUSTED    1 1
 FF1067
 FF1067.Superseded values are not recommended for survey control.
 FF1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1067.See file dsdata.txt to determine how the superseded data were derived.
 FF1067
 FF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU620983(NAD 83)
 FF1067_MARKER: DB = BENCH MARK DISK
 FF1067_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1067+WITH SETTING: INTO GROUND
 FF1067_SP_SET: METAL ROD WITH BASE PLATE
 FF1067_STAMPING: P 217 1976
 FF1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1067+STABILITY: SURFACE MOTION
 FF1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1067+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF1067
 FF1067  HISTORY     - Date     Condition        Report By
 FF1067  HISTORY     - 1976     MONUMENTED       NGS
 FF1067  HISTORY     - 20030127 GOOD             USACE
 FF1067
 FF1067                          STATION DESCRIPTION
 FF1067
 FF1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1067'3.7 MI NORTH FROM WEST MEMPHIS.
 FF1067'3.7 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1067'HIGHWAY 55 AT WEST MEMPHIS, 16 FEET WEST OF THE CENTER OF THE
 FF1067'LEVEE, AND 1.5 FEET EAST OF MILEPOST 147/148.
 FF1067'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1067'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1067
 FF1067                          STATION RECOVERY (2003)
 FF1067
 FF1067'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0198 ***********************************************************************
 EH0198  DESIGNATION -  P 218
 EH0198  PID         -  EH0198
 EH0198  STATE/COUNTY-  AR/CRITTENDEN
 EH0198  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0198
 EH0198                         *CURRENT SURVEY CONTROL
 EH0198  ___________________________________________________________________
 EH0198* NAD 83(1997)-  34 55 51.95064(N)    090 16 26.38391(W)     ADJUSTED  
 EH0198* NAVD 88     -        69.879  (meters)     229.26   (feet)  ADJUSTED  
 EH0198  ___________________________________________________________________
 EH0198  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EH0198  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EH0198  DYNAMIC HT  -          69.814 (meters)     229.05  (feet)  COMP
 EH0198  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 EH0198
 EH0198  HORZ ORDER  -  SECOND
 EH0198  VERT ORDER  -  FIRST     CLASS II
 EH0198
 EH0198.The horizontal coordinates were established by classical geodetic methods
 EH0198.and adjusted by the National Geodetic Survey in September 1999..
 EH0198
 EH0198.The orthometric height was determined by differential leveling
 EH0198.and adjusted by the National Geodetic Survey in June 1991..
 EH0198
 EH0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0198
 EH0198.The geoid height was determined by GEOID03.
 EH0198
 EH0198.The dynamic height is computed by dividing the NAVD 88
 EH0198.geopotential number by the normal gravity value computed on the
 EH0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0198.degrees latitude (g = 980.6199 gals.).
 EH0198
 EH0198.The modeled gravity was interpolated from observed gravity values.
 EH0198
 EH0198;                    North         East     Units Scale Factor Converg.
 EH0198;SPC AR N     -    67,699.521   557,687.748   MT  1.00000044   +1 00 15.7
 EH0198;SPC AR N     -   222,110.85  1,829,680.55   sFT  1.00000044   +1 00 15.7
 EH0198;SPC TN       -    74,849.454   209,604.164   MT  1.00007157   -2 30 07.8
 EH0198;SPC TN       -   245,568.58    687,676.33   sFT  1.00007157   -2 30 07.8
 EH0198;UTM  15      - 3,868,795.198   748,993.363   MT  1.00036418   +1 33 42.1
 EH0198
 EH0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0198!SPC AR N     -   0.99999329  x   1.00000044  =   0.99999373
 EH0198!SPC TN       -   0.99999329  x   1.00007157  =   1.00006486
 EH0198!UTM  15      -   0.99999329  x   1.00036418  =   1.00035747
 EH0198
 EH0198                          SUPERSEDED SURVEY CONTROL
 EH0198
 EH0198  NAD 83(1997)-  34 55 51.95061(N)    090 16 26.38373(W) AD(       ) 2
 EH0198  NAD 83(1997)-  34 55 51.95061(N)    090 16 26.38354(W) AD(       ) 2
 EH0198  NAD 83(1997)-  34 55 51.95146(N)    090 16 26.38692(W) AD(       ) 2
 EH0198  NAD 83(1986)-  34 55 51.96006(N)    090 16 26.38384(W) AD(       ) 2
 EH0198  NAD 27      -  34 55 51.61396(N)    090 16 26.03628(W) AD(       ) 2
 EH0198  NGVD 29 (??/??/??)   69.891  (m)          229.30   (f) ADJUSTED    1 2
 EH0198
 EH0198.Superseded values are not recommended for survey control.
 EH0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0198.See file dsdata.txt to determine how the superseded data were derived.
 EH0198
 EH0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4899368795(NAD 83)
 EH0198_MARKER: DB = BENCH MARK DISK
 EH0198_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0198_SP_SET: 4 FEET
 EH0198_STAMPING: P 218 1976
 EH0198_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0198+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EH0198
 EH0198  HISTORY     - Date     Condition        Report By
 EH0198  HISTORY     - 1976     MONUMENTED       NGS
 EH0198  HISTORY     - 1979     GOOD             NGS
 EH0198  HISTORY     - 20030317 GOOD             USACE
 EH0198
 EH0198                          STATION DESCRIPTION
 EH0198
 EH0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0198'25.6 MI S FROM WEST MEMPHIS.
 EH0198'25.6 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE HIGHWAY
 EH0198'55 AT WEST MEMPHIS, 3 FEET NORTH OF MILEPOST 176/177, 17 FEET WEST OF
 EH0198'THE CENTER LINE OF THE LEVEE AND JUST SOUTH OF THE LOCUST GROVE
 EH0198'CHURCH.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0198'FEET ENCASED IN A PIPE PROJECING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT
 EH0198'SOUTH OF A WITNESS POST.
 EH0198
 EH0198                          STATION RECOVERY (1979)
 EH0198
 EH0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH0198'THE STATION IS LOCATED ABOUT 25.75 KILOMETERS (16 MI.)
 EH0198'SOUTH-SOUTHEAST OF WEST MEMPHIS,  6.5 KILOMETERS (4 MI.) EAST
 EH0198'OF THOMPSON GROVE AND ATOP THE WEST LEVEE OF THE MISSISSIPPI
 EH0198'RIVER.  PERMISSION WAS OBTAIND FROM CHIEF ENGINEER, MR. BURRELL B.
 EH0198'FAIR, ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS,
 EH0198'ARKANSAS, 72301. TELEPHONE 501-735-1062.
 EH0198'
 EH0198'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 147 AND
 EH0198'131 IN THOMPSON GROVE, GO SOUTHEAST ON STATE HIGHWAY 131 FOR
 EH0198'3.0 MILES (4.83 KM.) TO A FORK.  BEAR LEFT AND CONTINUE
 EH0198'SOUTHEAST ON HIGHWAY 131 FOR 1.7 MILES (2.74 KM.) TO A LOCKED
 EH0198'GATE ON THE LEFT AND WHERE THE HIGHWAY TURNS SOUTH.  TURN LEFT,
 EH0198'PASS THROUGH THE GATE AND GO 0.1 MILE (O.16 KM.) TO THE TOP OF
 EH0198'A LEVEE.  TURN SHARP LEFT AND GO NORTHEASTERLY ON TOP OF THE
 EH0198'LEVEE FOR 0.1 MILE (0.16 KM.) TO A GATE AND CATTLEGUARD.  PASS
 EH0198'THROUGH THE GATE AND CONTINUE NORTHERLY ON TOP OF THE LEVEE FOR
 EH0198'2.3 MILE (3.7 KM.) TO MILEPOST 176/177 AND THE STATION ON THE
 EH0198'LEFT.
 EH0198'
 EH0198'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0198'STAMPED---P 218 1976---,
 EH0198'CRIMPED ONTO A STAINLESS STEEL ROD DRIVEN INTO THE GROUND.
 EH0198'IT IS LOCATED
 EH0198'4.8 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 EH0198'0.7 METER NORTHEAST FROM MILEPOST 176/177 AND
 EH0198'0.2 METER SOUTH FROM A METAL WITNESS POST.
 EH0198'
 EH0198'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET.
 EH0198'
 EH0198'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 EH0198
 EH0198                          STATION RECOVERY (2003)
 EH0198
 EH0198'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0221 ***********************************************************************
 EH0221  DESIGNATION -  P 219
 EH0221  PID         -  EH0221
 EH0221  STATE/COUNTY-  AR/LEE
 EH0221  USGS QUAD   -  COUNCIL (1991)
 EH0221
 EH0221                         *CURRENT SURVEY CONTROL
 EH0221  ___________________________________________________________________
 EH0221* NAD 83(1986)-  34 51 55.     (N)    090 29 17.     (W)     SCALED    
 EH0221* NAVD 88     -        66.985  (meters)     219.77   (feet)  ADJUSTED  
 EH0221  ___________________________________________________________________
 EH0221  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0221  DYNAMIC HT  -          66.923 (meters)     219.56  (feet)  COMP
 EH0221  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 EH0221
 EH0221  VERT ORDER  -  FIRST     CLASS II
 EH0221
 EH0221.The horizontal coordinates were scaled from a topographic map and have
 EH0221.an estimated accuracy of +/- 6 seconds.
 EH0221
 EH0221.The orthometric height was determined by differential leveling
 EH0221.and adjusted by the National Geodetic Survey in June 1991..
 EH0221
 EH0221.The geoid height was determined by GEOID03.
 EH0221
 EH0221.The dynamic height is computed by dividing the NAVD 88
 EH0221.geopotential number by the normal gravity value computed on the
 EH0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0221.degrees latitude (g = 980.6199 gals.).
 EH0221
 EH0221.The modeled gravity was interpolated from observed gravity values.
 EH0221
 EH0221;                    North         East    Units  Estimated Accuracy
 EH0221;SPC AR S     -   644,890.      538,250.      MT  (+/- 180 meters Scaled)
 EH0221
 EH0221                          SUPERSEDED SURVEY CONTROL
 EH0221
 EH0221  NGVD 29 (??/??/??)   67.005  (m)          219.83   (f) ADJUSTED    1 2
 EH0221
 EH0221.Superseded values are not recommended for survey control.
 EH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0221.See file dsdata.txt to determine how the superseded data were derived.
 EH0221
 EH0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU296609(NAD 83)
 EH0221_MARKER: DB = BENCH MARK DISK
 EH0221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0221_SP_SET: 4 FEET
 EH0221_STAMPING: P 219 1976
 EH0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0221+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0221
 EH0221  HISTORY     - Date     Condition        Report By
 EH0221  HISTORY     - 1976     MONUMENTED       NGS
 EH0221  HISTORY     - 20030318 GOOD             USACE
 EH0221
 EH0221                          STATION DESCRIPTION
 EH0221
 EH0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0221'11.25 MI NE FROM WHITEHALL.
 EH0221'11.25 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0221'AT WHITEHALL, ALSO ABOUT 0.5 MILE SOUTH OF COUNCIL, 12 FEET NORTHWEST
 EH0221'OF THE CENTER OF A GUARD RAIL AND LEVEE, 3 FEET NORTH OF A FENCE
 EH0221'CROSSING THE LEVEE, AND 1 FOOT SOUTHWEST OF MILEPOST 194/195. A DISK
 EH0221'ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A
 EH0221'PIPE PROJECTING +0 INCHES. FEET BELOW LEVEE 1 FOOT SOUTH OF A WITNESS
 EH0221'POST.
 EH0221
 EH0221                          STATION RECOVERY (2003)
 EH0221
 EH0221'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0022 ***********************************************************************
 DM0022  DESIGNATION -  P 22
 DM0022  PID         -  DM0022
 DM0022  STATE/COUNTY-  AR/LITTLE RIVER
 DM0022  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0022
 DM0022                         *CURRENT SURVEY CONTROL
 DM0022  ___________________________________________________________________
 DM0022* NAD 83(1986)-  33 44 20.     (N)    094 08 57.     (W)     SCALED    
 DM0022* NAVD 88     -        97.754  (meters)     320.71   (feet)  ADJUSTED  
 DM0022  ___________________________________________________________________
 DM0022  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DM0022  DYNAMIC HT  -          97.654 (meters)     320.39  (feet)  COMP
 DM0022  MODELED GRAV-     979,606.6   (mgal)                       NAVD 88
 DM0022
 DM0022  VERT ORDER  -  FIRST     CLASS II
 DM0022
 DM0022.The horizontal coordinates were scaled from a topographic map and have
 DM0022.an estimated accuracy of +/- 6 seconds.
 DM0022
 DM0022.The orthometric height was determined by differential leveling
 DM0022.and adjusted by the National Geodetic Survey in June 1991..
 DM0022
 DM0022.The geoid height was determined by GEOID03.
 DM0022
 DM0022.The dynamic height is computed by dividing the NAVD 88
 DM0022.geopotential number by the normal gravity value computed on the
 DM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0022.degrees latitude (g = 980.6199 gals.).
 DM0022
 DM0022.The modeled gravity was interpolated from observed gravity values.
 DM0022
 DM0022;                    North         East    Units  Estimated Accuracy
 DM0022;SPC AR S     -   521,010.      200,870.      MT  (+/- 180 meters Scaled)
 DM0022
 DM0022                          SUPERSEDED SURVEY CONTROL
 DM0022
 DM0022  NGVD 29 (??/??/92)   97.758  (m)          320.73   (f) ADJ UNCH    1 2
 DM0022
 DM0022.Superseded values are not recommended for survey control.
 DM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0022.See file dsdata.txt to determine how the superseded data were derived.
 DM0022
 DM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT935337(NAD 83)
 DM0022_MARKER: DB = BENCH MARK DISK
 DM0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0022+STABILITY: SURFACE MOTION
 DM0022
 DM0022  HISTORY     - Date     Condition        Report By
 DM0022  HISTORY     - UNK      MONUMENTED       CGS
 DM0022  HISTORY     - 1932     GOOD             NGS
 DM0022  HISTORY     - 1962     GOOD             NGS
 DM0022  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0022  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0022
 DM0022                          STATION DESCRIPTION
 DM0022
 DM0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0022'IN WILTON.
 DM0022'LOCATED 240 FEET SOUTH OF THE STATION WILTON.  14 FEET WEST OF THE
 DM0022'WEST RAIL OF THE MAIN TRACK.  IN THE TOP OF ONE OF A GROUP OF CONCRETE
 DM0022'POSTS THAT FORMERLY SUPPORTED A WATER TANK.  290 FEET NORTH OF
 DM0022'MILEPOST 463.  NOTE-- THE CONCRETE HAS BEEN CHIPPED FROM AROUND THE
 DM0022'DISK AND AN ATTEMPT HAS BEEN MADE TO PRY THE DISK OUT OF THE DRILL
 DM0022'HOLE BUT THE DISK IS STILL SOLID.
 DM0022
 DM0022                          STATION RECOVERY (1962)
 DM0022
 DM0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0022'RECOVERED IN GOOD CONDITION.
 DM0022
 DM0022                          STATION RECOVERY (1985)
 DM0022
 DM0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0022'NOT RECOVERED, AN EXTREME SEARCH WAS MADE, A GROUP OF CONCRETE POSTS
 DM0022'WERE FOUND AS PER DESCRIPTION BUT NO DISK WAS FOUND, POSSIBLY REMOVED
 DM0022'BY RAILROAD CONSTRUCTION.
 DM0022
 DM0022                          STATION RECOVERY (1997)
 DM0022
 DM0022'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0046 ***********************************************************************
 GF0046  DESIGNATION -  P 22
 GF0046  PID         -  GF0046
 GF0046  STATE/COUNTY-  AR/BAXTER
 GF0046  USGS QUAD   -  BUFFALO CITY (1966)
 GF0046
 GF0046                         *CURRENT SURVEY CONTROL
 GF0046  ___________________________________________________________________
 GF0046* NAD 83(1986)-  36 10 00.     (N)    092 26 28.     (W)     SCALED    
 GF0046* NAVD 88     -       128.475  (meters)     421.51   (feet)  ADJUSTED  
 GF0046  ___________________________________________________________________
 GF0046  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0046  DYNAMIC HT  -         128.365 (meters)     421.14  (feet)  COMP
 GF0046  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GF0046
 GF0046  VERT ORDER  -  SECOND    CLASS 0
 GF0046
 GF0046.The horizontal coordinates were scaled from a topographic map and have
 GF0046.an estimated accuracy of +/- 6 seconds.
 GF0046
 GF0046.The orthometric height was determined by differential leveling
 GF0046.and adjusted by the National Geodetic Survey in June 1991..
 GF0046
 GF0046.The geoid height was determined by GEOID03.
 GF0046
 GF0046.The dynamic height is computed by dividing the NAVD 88
 GF0046.geopotential number by the normal gravity value computed on the
 GF0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0046.degrees latitude (g = 980.6199 gals.).
 GF0046
 GF0046.The modeled gravity was interpolated from observed gravity values.
 GF0046
 GF0046;                    North         East    Units  Estimated Accuracy
 GF0046;SPC AR N     -   203,490.      360,310.      MT  (+/- 180 meters Scaled)
 GF0046
 GF0046                          SUPERSEDED SURVEY CONTROL
 GF0046
 GF0046  NGVD 29 (??/??/92)  128.368  (m)          421.15   (f) ADJ UNCH    2 0
 GF0046
 GF0046.Superseded values are not recommended for survey control.
 GF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0046.See file dsdata.txt to determine how the superseded data were derived.
 GF0046
 GF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA502025(NAD 83)
 GF0046_MARKER: DB = BENCH MARK DISK
 GF0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0046_STAMPING: P-22 1934
 GF0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0046+STABILITY: SURFACE MOTION
 GF0046
 GF0046  HISTORY     - Date     Condition        Report By
 GF0046  HISTORY     - 1934     MONUMENTED       CGS
 GF0046
 GF0046                          STATION DESCRIPTION
 GF0046
 GF0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0046'IN BUFFALO.
 GF0046'77 FEET EAST OF THE SOUTHEAST CORNER OF THE STATION, 12.5
 GF0046'FEET EAST OF POLE 369-22, 46.7 FEET NORTH OF RAILROAD CENTERLINE,
 GF0046'1.5 FT. BELOW TOP OF RAILS.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0715 ***********************************************************************
 EH0715  DESIGNATION -  P 220
 EH0715  PID         -  EH0715
 EH0715  STATE/COUNTY-  AR/PHILLIPS
 EH0715  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0715
 EH0715                         *CURRENT SURVEY CONTROL
 EH0715  ___________________________________________________________________
 EH0715* NAD 83(1986)-  34 23 16.     (N)    090 44 09.     (W)     SCALED    
 EH0715* NAVD 88     -        60.588  (meters)     198.78   (feet)  ADJUSTED  
 EH0715  ___________________________________________________________________
 EH0715  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0715  DYNAMIC HT  -          60.528 (meters)     198.58  (feet)  COMP
 EH0715  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EH0715
 EH0715  VERT ORDER  -  FIRST     CLASS II
 EH0715
 EH0715.The horizontal coordinates were scaled from a topographic map and have
 EH0715.an estimated accuracy of +/- 6 seconds.
 EH0715
 EH0715.The orthometric height was determined by differential leveling
 EH0715.and adjusted by the National Geodetic Survey in June 1991..
 EH0715
 EH0715.The geoid height was determined by GEOID03.
 EH0715
 EH0715.The dynamic height is computed by dividing the NAVD 88
 EH0715.geopotential number by the normal gravity value computed on the
 EH0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0715.degrees latitude (g = 980.6199 gals.).
 EH0715
 EH0715.The modeled gravity was interpolated from observed gravity values.
 EH0715
 EH0715;                    North         East    Units  Estimated Accuracy
 EH0715;SPC AR S     -   591,610.      516,250.      MT  (+/- 180 meters Scaled)
 EH0715
 EH0715                          SUPERSEDED SURVEY CONTROL
 EH0715
 EH0715  NGVD 29 (??/??/??)   60.631  (m)          198.92   (f) ADJUSTED    1 2
 EH0715
 EH0715.Superseded values are not recommended for survey control.
 EH0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0715.See file dsdata.txt to determine how the superseded data were derived.
 EH0715
 EH0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU081074(NAD 83)
 EH0715_MARKER: DB = BENCH MARK DISK
 EH0715_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0715+WITH SETTING: INTO GROUND
 EH0715_STAMPING: P 220 1976
 EH0715_MARK LOGO: NGS   
 EH0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0715+STABILITY: SURFACE MOTION
 EH0715
 EH0715  HISTORY     - Date     Condition        Report By
 EH0715  HISTORY     - 1976     MONUMENTED       NGS
 EH0715  HISTORY     - 1985     GOOD             NGS
 EH0715  HISTORY     - 20030331 MARK NOT FOUND   USACE
 EH0715
 EH0715                          STATION DESCRIPTION
 EH0715
 EH0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0715'17.3 MI SW FROM HELENA.
 EH0715'17.3 MILES SOUTHWEST ALONG THE LEVEE FROM THE EAST END OF PERRY STREET
 EH0715'AT HELENA, 0.4 MILE NORTHEAST OF A CATTLE GUARD, 0.2 MILE SOUTHWEST OF
 EH0715'THE END OF A SHARP CURVE, AND 18 FEET NORTH OF THE CENTER LINE OF THE
 EH0715'LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0715'FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  ABOUT LEVEL WITH LEVEE.
 EH0715'1 FOOT WEST OF A WITESS POST.
 EH0715
 EH0715                          STATION RECOVERY (1985)
 EH0715
 EH0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0715'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0715
 EH0715                          STATION RECOVERY (2003)
 EH0715
 EH0715'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0755 ***********************************************************************
 EH0755  DESIGNATION -  P 221
 EH0755  PID         -  EH0755
 EH0755  STATE/COUNTY-  AR/PHILLIPS
 EH0755  USGS QUAD   -  MELLWOOD (1982)
 EH0755
 EH0755                         *CURRENT SURVEY CONTROL
 EH0755  ___________________________________________________________________
 EH0755* NAD 83(1986)-  34 09 21.     (N)    090 58 08.     (W)     SCALED    
 EH0755* NAVD 88     -        56.876  (meters)     186.60   (feet)  ADJUSTED  
 EH0755  ___________________________________________________________________
 EH0755  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH0755  DYNAMIC HT  -          56.820 (meters)     186.42  (feet)  COMP
 EH0755  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 EH0755
 EH0755  VERT ORDER  -  FIRST     CLASS II
 EH0755
 EH0755.The horizontal coordinates were scaled from a topographic map and have
 EH0755.an estimated accuracy of +/- 6 seconds.
 EH0755
 EH0755.The orthometric height was determined by differential leveling
 EH0755.and adjusted by the National Geodetic Survey in June 1991..
 EH0755
 EH0755.The geoid height was determined by GEOID03.
 EH0755
 EH0755.The dynamic height is computed by dividing the NAVD 88
 EH0755.geopotential number by the normal gravity value computed on the
 EH0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0755.degrees latitude (g = 980.6199 gals.).
 EH0755
 EH0755.The modeled gravity was interpolated from observed gravity values.
 EH0755
 EH0755;                    North         East    Units  Estimated Accuracy
 EH0755;SPC AR S     -   565,650.      495,080.      MT  (+/- 180 meters Scaled)
 EH0755
 EH0755                          SUPERSEDED SURVEY CONTROL
 EH0755
 EH0755  NGVD 29 (??/??/??)   56.939  (m)          186.81   (f) ADJUSTED    1 2
 EH0755
 EH0755.Superseded values are not recommended for survey control.
 EH0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0755.See file dsdata.txt to determine how the superseded data were derived.
 EH0755
 EH0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT872812(NAD 83)
 EH0755_MARKER: DB = BENCH MARK DISK
 EH0755_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0755+WITH SETTING: INTO GROUND
 EH0755_STAMPING: P 221 1976
 EH0755_MARK LOGO: NGS   
 EH0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0755+STABILITY: SURFACE MOTION
 EH0755
 EH0755  HISTORY     - Date     Condition        Report By
 EH0755  HISTORY     - 1976     MONUMENTED       NGS
 EH0755  HISTORY     - 1985     GOOD             NGS
 EH0755  HISTORY     - 20010619 GOOD             NGS
 EH0755
 EH0755                          STATION DESCRIPTION
 EH0755
 EH0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0755'6.8 MI S FROM MELLWOOD.
 EH0755'6.8 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0755'MELLWOOD, 17 FEET WEST OF THE CENTER LINE OF THE LEVEE, AND 96 FEET
 EH0755'EAST OF A METAL GATE AT THE TOE OF THE LEVEE.  A DISK ON TOP OF A
 EH0755'COPPER-COATED STEEL ROAD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0755'PROJECTING +0 INCHES 1 FOOT BELOW LEVEE 1 FOOT NORTH OF A WITNESS
 EH0755'POST.
 EH0755
 EH0755                          STATION RECOVERY (1985)
 EH0755
 EH0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0755'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0755
 EH0755                          STATION RECOVERY (2001)
 EH0755
 EH0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 EH0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0993 ***********************************************************************
 EH0993  DESIGNATION -  P 222
 EH0993  PID         -  EH0993
 EH0993  STATE/COUNTY-  AR/LEE
 EH0993  USGS QUAD   -  STUBBS ISLAND (1982)
 EH0993
 EH0993                         *CURRENT SURVEY CONTROL
 EH0993  ___________________________________________________________________
 EH0993* NAD 83(1997)-  34 37 39.42687(N)    090 37 09.44238(W)     ADJUSTED  
 EH0993* NAVD 88     -        64.055  (meters)     210.15   (feet)  ADJUSTED  
 EH0993  ___________________________________________________________________
 EH0993  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 EH0993  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0993  DYNAMIC HT  -          63.993 (meters)     209.95  (feet)  COMP
 EH0993  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 EH0993
 EH0993  HORZ ORDER  -  SECOND
 EH0993  VERT ORDER  -  FIRST     CLASS II
 EH0993
 EH0993.The horizontal coordinates were established by classical geodetic methods
 EH0993.and adjusted by the National Geodetic Survey in September 1999..
 EH0993
 EH0993.The orthometric height was determined by differential leveling
 EH0993.and adjusted by the National Geodetic Survey in June 1991..
 EH0993
 EH0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0993
 EH0993.The geoid height was determined by GEOID03.
 EH0993
 EH0993.The dynamic height is computed by dividing the NAVD 88
 EH0993.geopotential number by the normal gravity value computed on the
 EH0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0993.degrees latitude (g = 980.6199 gals.).
 EH0993
 EH0993.The modeled gravity was interpolated from observed gravity values.
 EH0993
 EH0993;                    North         East     Units Scale Factor Converg.
 EH0993;SPC AR S     -   618,352.593   526,603.486   MT  0.99997194   +0 46 22.0
 EH0993;SPC AR S     - 2,028,711.80  1,727,698.27   sFT  0.99997194   +0 46 22.0
 EH0993;SPC MS W     -   568,601.436   673,779.143   MT  0.99995847   -0 09 45.0
 EH0993;SPC MS W     - 1,865,486.54  2,210,557.07   sFT  0.99995847   -0 09 45.0
 EH0993;UTM  15      - 3,834,326.039   718,245.782   MT  1.00018712   +1 21 12.1
 EH0993
 EH0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0993!SPC AR S     -   0.99999418  x   0.99997194  =   0.99996612
 EH0993!SPC MS W     -   0.99999418  x   0.99995847  =   0.99995265
 EH0993!UTM  15      -   0.99999418  x   1.00018712  =   1.00018130
 EH0993
 EH0993                          SUPERSEDED SURVEY CONTROL
 EH0993
 EH0993  NAD 83(1997)-  34 37 39.42704(N)    090 37 09.44206(W) AD(       ) 2
 EH0993  NAD 83(1997)-  34 37 39.42769(N)    090 37 09.44177(W) AD(       ) 2
 EH0993  NAD 83(1986)-  34 37 39.43359(N)    090 37 09.44254(W) AD(       ) 2
 EH0993  NAD 27      -  34 37 39.07021(N)    090 37 09.05767(W) AD(       ) 2
 EH0993  NGVD 29 (??/??/??)   64.086  (m)          210.26   (f) ADJUSTED    1 2
 EH0993
 EH0993.Superseded values are not recommended for survey control.
 EH0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0993.See file dsdata.txt to determine how the superseded data were derived.
 EH0993
 EH0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1824634326(NAD 83)
 EH0993_MARKER: DB = BENCH MARK DISK
 EH0993_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0993+WITH SETTING: INTO GROUND
 EH0993_STAMPING: P 222 1976
 EH0993_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0993+STABILITY: SURFACE MOTION
 EH0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0993+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0993
 EH0993  HISTORY     - Date     Condition        Report By
 EH0993  HISTORY     - 1976     MONUMENTED       NGS
 EH0993  HISTORY     - 1980     GOOD             NGS
 EH0993  HISTORY     - 20030318 GOOD             USACE
 EH0993
 EH0993                          STATION DESCRIPTION
 EH0993
 EH0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0993'13.5 MI S FROM WHITEHALL.
 EH0993'13.5 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0993'WHITEHALL, AT THE SOUTH END OF THE LEVEE AT THE MOUTH OF THE ST
 EH0993'FRANCIS RIVER, 44 FEET SOUTH WEST OF THE CENTER LINE OF THE LEVEE, AND
 EH0993'3 FEET NORTHEAST OF MILEPOST 218/219.  A DISK ON TOP OF A
 EH0993'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0993'PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT EAST OF A WITNESS
 EH0993'POST.
 EH0993
 EH0993                          STATION RECOVERY (1980)
 EH0993
 EH0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH0993'THE STATION IS LOCATED ABOUT 9.7 KM NORTH-NORTHEAST OF
 EH0993'WEST HELENA, 19.4 KM SOUTHEAST OF MARIANNA, 2.4 KM WEST
 EH0993'OF THE MOUTH OF THE ST FRANCIS RIVER, NEAR THE SOUTH END
 EH0993'OF THE MAIN LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI
 EH0993'RIVER AND ON THE NORTH BANK OF THE ST FRANCIS RIVER.
 EH0993'PERMISSION WAS OBTAINED FROM MR. B.B. FAIR,
 EH0993'CHIEF ENGINEER FOR THE ST. FRANCIS LEVEE DISTRICT.
 EH0993'P.O. BOX 308, WEST MEMPHIS, AR 72301.
 EH0993'TELEPHONE NUMBER 501-735-1062.
 EH0993'
 EH0993'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH0993'STATE HIGHWAY 1 AT THE NORTHEAST CORNER OF MARIANNA, GO
 EH0993'NORTHEAST ON U.S. HIGHWAY 79 FOR 5.65 KM (3.5 MI) TO STATE
 EH0993'HIGHWAY 121.  TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 121 FOR
 EH0993'1.13 KM (0.7 MI) TO A FORK WHERE THE HIGHWAY TURNS LEFT AND
 EH0993'LEAVES THE LEVEE.  CONTINUE SOUTHEASTERLY ON THE GRAVEL ROAD
 EH0993'ON THE LEVEE FOR 9.1 KM (5.65 MI) TO A U.S. ARMY CORPS OF
 EH0993'ENGINEERS PUMPING STATION.  CONTINUE EAST ON THE LEVEE FOR
 EH0993'5.2 KM (3.2 MI) TO A FORK OF LEVEES.  TAKE THE RIGHT FORK
 EH0993'AND GO SOUTHERLY ON THE LEVEE ROAD FOR 12.3 KM (7.65 MI)
 EH0993'TO THE STATION ON THE RIGHT, NEAR THE END OF THE LEVEE.
 EH0993'
 EH0993'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0993'STAMPED---P 222 1976---,
 EH0993'CRIMPED TO THE TOP OF A STEEL ROD IN THE GROUND AND
 EH0993'SURROUNDED BY A 4-INCH PVC PLASTIC PIPE IN CONCRETE.
 EH0993'IT IS LOCATED
 EH0993'0.8 METER NORTH FROM MILE POST 218/219 AND
 EH0993'0.2 METER NORTHEAST FROM A METAL WITNESS POST.
 EH0993'
 EH0993'A PRECISE TRAVERSE TIE WAS MADE TO TRIANGULATION STATION STUMPY.
 EH0993'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 EH0993
 EH0993                          STATION RECOVERY (2003)
 EH0993
 EH0993'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1441 ***********************************************************************
 EH1441  DESIGNATION -  P 223
 EH1441  PID         -  EH1441
 EH1441  STATE/COUNTY-  AR/DESHA
 EH1441  USGS QUAD   -  SNOW LAKE (1967)
 EH1441
 EH1441                         *CURRENT SURVEY CONTROL
 EH1441  ___________________________________________________________________
 EH1441* NAD 83(1986)-  34 01 24.     (N)    091 01 56.     (W)     SCALED    
 EH1441* NAVD 88     -        54.718  (meters)     179.52   (feet)  ADJUSTED  
 EH1441  ___________________________________________________________________
 EH1441  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH1441  DYNAMIC HT  -          54.663 (meters)     179.34  (feet)  COMP
 EH1441  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 EH1441
 EH1441  VERT ORDER  -  FIRST     CLASS II
 EH1441
 EH1441.The horizontal coordinates were scaled from a topographic map and have
 EH1441.an estimated accuracy of +/- 6 seconds.
 EH1441
 EH1441.The orthometric height was determined by differential leveling
 EH1441.and adjusted by the National Geodetic Survey in June 1991..
 EH1441
 EH1441.The geoid height was determined by GEOID03.
 EH1441
 EH1441.The dynamic height is computed by dividing the NAVD 88
 EH1441.geopotential number by the normal gravity value computed on the
 EH1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1441.degrees latitude (g = 980.6199 gals.).
 EH1441
 EH1441.The modeled gravity was interpolated from observed gravity values.
 EH1441
 EH1441;                    North         East    Units  Estimated Accuracy
 EH1441;SPC AR S     -   550,890.      489,380.      MT  (+/- 180 meters Scaled)
 EH1441
 EH1441                          SUPERSEDED SURVEY CONTROL
 EH1441
 EH1441  NGVD 29 (??/??/??)   54.763  (m)          179.67   (f) ADJUSTED    1 2
 EH1441
 EH1441.Superseded values are not recommended for survey control.
 EH1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1441.See file dsdata.txt to determine how the superseded data were derived.
 EH1441
 EH1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT816664(NAD 83)
 EH1441_MARKER: DB = BENCH MARK DISK
 EH1441_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1441+WITH SETTING: INTO GROUND
 EH1441_STAMPING: P 223 1976
 EH1441_MARK LOGO: NGS   
 EH1441_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1441+STABILITY: SURFACE MOTION
 EH1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1441+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2001
 EH1441
 EH1441  HISTORY     - Date     Condition        Report By
 EH1441  HISTORY     - 1976     MONUMENTED       NGS
 EH1441  HISTORY     - 1985     GOOD             NGS
 EH1441  HISTORY     - 20010619 GOOD             USACE
 EH1441  HISTORY     - 20020815 GOOD             NGS
 EH1441
 EH1441                          STATION DESCRIPTION
 EH1441
 EH1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1441'23.8 MI S FROM MELLWOOD.
 EH1441'23.8 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH1441'MELLWOOD, 17 FEET NORTHEAST OF THE CENTER OF LEVEE, AND 2 FEET
 EH1441'SOUTHEAST OF MILEPOST 62/63.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH1441'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2
 EH1441'FEET BELOW LEVEE 1 FOOT NORTHWEST OF A WITNESS POST.
 EH1441
 EH1441                          STATION RECOVERY (1985)
 EH1441
 EH1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1441'RECOVERED IN GOOD CONDITION.
 EH1441
 EH1441                          STATION RECOVERY (2001)
 EH1441
 EH1441'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 EH1441'MARK WAS RECOVERED IN GOOD CONDITION.
 EH1441
 EH1441                          STATION RECOVERY (2002)
 EH1441
 EH1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 EH1441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1471 ***********************************************************************
 EH1471  DESIGNATION -  P 224
 EH1471  PID         -  EH1471
 EH1471  STATE/COUNTY-  AR/ARKANSAS
 EH1471  USGS QUAD   -  TURNER (1967)
 EH1471
 EH1471                         *CURRENT SURVEY CONTROL
 EH1471  ___________________________________________________________________
 EH1471* NAD 83(1986)-  34 22 48.     (N)    091 06 49.     (W)     SCALED    
 EH1471* NAVD 88     -        45.829  (meters)     150.36   (feet)  ADJUSTED  
 EH1471  ___________________________________________________________________
 EH1471  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1471  DYNAMIC HT  -          45.785 (meters)     150.21  (feet)  COMP
 EH1471  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 EH1471
 EH1471  VERT ORDER  -  FIRST     CLASS II
 EH1471
 EH1471.The horizontal coordinates were scaled from a topographic map and have
 EH1471.an estimated accuracy of +/- 6 seconds.
 EH1471
 EH1471.The orthometric height was determined by differential leveling
 EH1471.and adjusted by the National Geodetic Survey in August 1993..
 EH1471
 EH1471.The geoid height was determined by GEOID03.
 EH1471
 EH1471.The dynamic height is computed by dividing the NAVD 88
 EH1471.geopotential number by the normal gravity value computed on the
 EH1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1471.degrees latitude (g = 980.6199 gals.).
 EH1471
 EH1471.The modeled gravity was interpolated from observed gravity values.
 EH1471
 EH1471;                    North         East    Units  Estimated Accuracy
 EH1471;SPC AR S     -   590,380.      481,520.      MT  (+/- 180 meters Scaled)
 EH1471
 EH1471                          SUPERSEDED SURVEY CONTROL
 EH1471
 EH1471  NAVD 88 (06/15/91)   45.810  (m)          150.29   (f) UNKNOWN     1 2
 EH1471  NGVD 29 (??/??/??)   45.857  (m)          150.45   (f) ADJUSTED    1 2
 EH1471
 EH1471.Superseded values are not recommended for survey control.
 EH1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1471.See file dsdata.txt to determine how the superseded data were derived.
 EH1471
 EH1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU734059(NAD 83)
 EH1471_MARKER: DB = BENCH MARK DISK
 EH1471_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1471+WITH SETTING: INTO GROUND
 EH1471_STAMPING: P 224 1976
 EH1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1471+STABILITY: SURFACE MOTION
 EH1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1471+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1471
 EH1471  HISTORY     - Date     Condition        Report By
 EH1471  HISTORY     - 1976     MONUMENTED       NGS
 EH1471  HISTORY     - 1982     GOOD             NGS
 EH1471  HISTORY     - 20030407 GOOD             USACE
 EH1471
 EH1471                          STATION DESCRIPTION
 EH1471
 EH1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1471'0.7 MI NE FROM ST CHARLES.
 EH1471'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE
 EH1471'WHITE RIVER AT ST. CHARLES, SET BY A STEEL HIGH VOLTAGE TOWER, 83 FEET
 EH1471'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTHWEST OF
 EH1471'HIGH VOLTAGE STEEL TOWER.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 EH1471'TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +2 INCHES.  2 FEET
 EH1471'BELOW HIGHWAY.
 EH1471
 EH1471                          STATION RECOVERY (1982)
 EH1471
 EH1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EH1471'RECOVERED IN GOOD CONDITION.
 EH1471
 EH1471                          STATION RECOVERY (2003)
 EH1471
 EH1471'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1383 ***********************************************************************
 EH1383  DESIGNATION -  P 225
 EH1383  PID         -  EH1383
 EH1383  STATE/COUNTY-  AR/ARKANSAS
 EH1383  USGS QUAD   -  DE WITT (1968)
 EH1383
 EH1383                         *CURRENT SURVEY CONTROL
 EH1383  ___________________________________________________________________
 EH1383* NAD 83(1986)-  34 17 30.     (N)    091 20 38.     (W)     SCALED    
 EH1383* NAVD 88     -        57.462  (meters)     188.52   (feet)  ADJUSTED  
 EH1383  ___________________________________________________________________
 EH1383  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH1383  DYNAMIC HT  -          57.406 (meters)     188.34  (feet)  COMP
 EH1383  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 EH1383
 EH1383  VERT ORDER  -  FIRST     CLASS II
 EH1383
 EH1383.The horizontal coordinates were scaled from a topographic map and have
 EH1383.an estimated accuracy of +/- 6 seconds.
 EH1383
 EH1383.The orthometric height was determined by differential leveling
 EH1383.and adjusted by the National Geodetic Survey in August 1993..
 EH1383
 EH1383.The geoid height was determined by GEOID03.
 EH1383
 EH1383.The dynamic height is computed by dividing the NAVD 88
 EH1383.geopotential number by the normal gravity value computed on the
 EH1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1383.degrees latitude (g = 980.6199 gals.).
 EH1383
 EH1383.The modeled gravity was interpolated from observed gravity values.
 EH1383
 EH1383;                    North         East    Units  Estimated Accuracy
 EH1383;SPC AR S     -   580,430.      460,400.      MT  (+/- 180 meters Scaled)
 EH1383
 EH1383                          SUPERSEDED SURVEY CONTROL
 EH1383
 EH1383  NAVD 88 (06/15/91)   57.420  (m)          188.39   (f) UNKNOWN     1 2
 EH1383  NGVD 29 (??/??/??)   57.487  (m)          188.61   (f) ADJUSTED    1 2
 EH1383
 EH1383.Superseded values are not recommended for survey control.
 EH1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1383.See file dsdata.txt to determine how the superseded data were derived.
 EH1383
 EH1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT524957(NAD 83)
 EH1383_MARKER: DB = BENCH MARK DISK
 EH1383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1383_SP_SET: 40 FT
 EH1383_STAMPING: P 225 1976
 EH1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1383
 EH1383  HISTORY     - Date     Condition        Report By
 EH1383  HISTORY     - 1976     MONUMENTED       NGS
 EH1383  HISTORY     - 20030414 POOR             USACE
 EH1383
 EH1383                          STATION DESCRIPTION
 EH1383
 EH1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1383'IN DEWITT.
 EH1383'0.1 MILE SOUTH ALONG HARRISON STREET FROM ITS JUNCTION WITH STATE
 EH1383'HIGHWAY 152, 36 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 EH1383'HARRISON AND THE RAILROAD, 29 FEET WEST OF THE CENTER OF HARRISON
 EH1383'STREET, 23 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD, AND 7 FEET WEST
 EH1383'OF A RAILROAD CROSSING SIGN.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH1383'ROD TO A DEPTH OF 40 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.
 EH1383'ABOUT LEVEL WITH STREET 1 FOOT EAST OF A WITNESS POST.
 EH1383
 EH1383                          STATION RECOVERY (2003)
 EH1383
 EH1383'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1383'MONUMENT FOUND, BUT DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0883 ***********************************************************************
 DK0883  DESIGNATION -  P 226
 DK0883  PID         -  DK0883
 DK0883  STATE/COUNTY-  AR/DESHA
 DK0883  USGS QUAD   -  DUMAS (1969)
 DK0883
 DK0883                         *CURRENT SURVEY CONTROL
 DK0883  ___________________________________________________________________
 DK0883* NAD 83(1986)-  33 56 21.     (N)    091 23 23.     (W)     SCALED    
 DK0883* NAVD 88     -        49.068  (meters)     160.98   (feet)  ADJUSTED  
 DK0883  ___________________________________________________________________
 DK0883  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0883  DYNAMIC HT  -          49.019 (meters)     160.82  (feet)  COMP
 DK0883  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 DK0883
 DK0883  VERT ORDER  -  FIRST     CLASS II
 DK0883
 DK0883.The horizontal coordinates were scaled from a topographic map and have
 DK0883.an estimated accuracy of +/- 6 seconds.
 DK0883
 DK0883.The orthometric height was determined by differential leveling
 DK0883.and adjusted by the National Geodetic Survey in June 1991..
 DK0883
 DK0883.The geoid height was determined by GEOID03.
 DK0883
 DK0883.The dynamic height is computed by dividing the NAVD 88
 DK0883.geopotential number by the normal gravity value computed on the
 DK0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0883.degrees latitude (g = 980.6199 gals.).
 DK0883
 DK0883.The modeled gravity was interpolated from observed gravity values.
 DK0883
 DK0883;                    North         East    Units  Estimated Accuracy
 DK0883;SPC AR S     -   541,300.      456,420.      MT  (+/- 180 meters Scaled)
 DK0883
 DK0883                          SUPERSEDED SURVEY CONTROL
 DK0883
 DK0883  NGVD 29 (??/??/??)   49.132  (m)          161.19   (f) ADJUSTED    1 2
 DK0883
 DK0883.Superseded values are not recommended for survey control.
 DK0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0883.See file dsdata.txt to determine how the superseded data were derived.
 DK0883
 DK0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT488565(NAD 83)
 DK0883_MARKER: DB = BENCH MARK DISK
 DK0883_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0883_SP_SET: 4 FEET
 DK0883_STAMPING: P 226 1976
 DK0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0883
 DK0883  HISTORY     - Date     Condition        Report By
 DK0883  HISTORY     - 1976     MONUMENTED       NGS
 DK0883  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK0883
 DK0883                          STATION DESCRIPTION
 DK0883
 DK0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0883'0.45 MI N FROM BACK GATE.
 DK0883'0.45 MILE NORTH ALONG STATE HI GHWAY 1 FROM ITS JUNCTION WITH STATE
 DK0883'HIGHWAY 54 AT BACK GATE, 60 FEET WEST OF THE CENTERLINE OF HIGHWAY, 45
 DK0883'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE, 22 FEET
 DK0883'SOUTH OF A DRIVEWAY, AND 3 FEET SOUTH OF A POWERLINE POLE.  A DISK ON
 DK0883'TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A
 DK0883'PIPE PROJECTING +0 INCHES.  1 FOOT BELOW HIGHWAY 8 FEET NORTH OF A
 DK0883'WINTESS POST.
 DK0883
 DK0883                          STATION RECOVERY (1984)
 DK0883
 DK0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1252 ***********************************************************************
 EJ1252  DESIGNATION -  P 23
 EJ1252  PID         -  EJ1252
 EJ1252  STATE/COUNTY-  AR/CLARK
 EJ1252  USGS QUAD   -  ANTOINE (1975)
 EJ1252
 EJ1252                         *CURRENT SURVEY CONTROL
 EJ1252  ___________________________________________________________________
 EJ1252* NAD 83(1986)-  34 06 03.     (N)    093 26 23.     (W)     SCALED    
 EJ1252* NAVD 88     -        95.035  (meters)     311.79   (feet)  ADJUSTED  
 EJ1252  ___________________________________________________________________
 EJ1252  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EJ1252  DYNAMIC HT  -          94.940 (meters)     311.48  (feet)  COMP
 EJ1252  MODELED GRAV-     979,626.3   (mgal)                       NAVD 88
 EJ1252
 EJ1252  VERT ORDER  -  SECOND    CLASS 0
 EJ1252
 EJ1252.The horizontal coordinates were scaled from a topographic map and have
 EJ1252.an estimated accuracy of +/- 6 seconds.
 EJ1252
 EJ1252.The orthometric height was determined by differential leveling
 EJ1252.and adjusted by the National Geodetic Survey in June 1991..
 EJ1252
 EJ1252.The geoid height was determined by GEOID03.
 EJ1252
 EJ1252.The dynamic height is computed by dividing the NAVD 88
 EJ1252.geopotential number by the normal gravity value computed on the
 EJ1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1252.degrees latitude (g = 980.6199 gals.).
 EJ1252
 EJ1252.The modeled gravity was interpolated from observed gravity values.
 EJ1252
 EJ1252;                    North         East    Units  Estimated Accuracy
 EJ1252;SPC AR S     -   560,000.      267,160.      MT  (+/- 180 meters Scaled)
 EJ1252
 EJ1252                          SUPERSEDED SURVEY CONTROL
 EJ1252
 EJ1252  NGVD 29 (??/??/92)   95.036  (m)          311.80   (f) ADJ UNCH    2 0
 EJ1252
 EJ1252.Superseded values are not recommended for survey control.
 EJ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1252.See file dsdata.txt to determine how the superseded data were derived.
 EJ1252
 EJ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT594734(NAD 83)
 EJ1252_MARKER: DB = BENCH MARK DISK
 EJ1252_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1252_SP_SET: SET IN ROCK OUTCROP
 EJ1252_STAMPING: 311.797 P 23 1932
 EJ1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1252+STABILITY: POSITION/ELEVATION WELL
 EJ1252
 EJ1252  HISTORY     - Date     Condition        Report By
 EJ1252  HISTORY     - 1932     MONUMENTED       CGS
 EJ1252  HISTORY     - 1934     GOOD             NGS
 EJ1252
 EJ1252                          STATION DESCRIPTION
 EJ1252
 EJ1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1252'1.9 MI S FROM GRAYSONIA.
 EJ1252'1.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1252'AT GRAYSONIA, CLARK COUNTY, 11-1/2 POLES NORTH OF MILEPOST 449, 27
 EJ1252'FEET EAST OF THE TRACK, 15 FEET WEST OF A FENCE LINE, IN THE TOP OF A
 EJ1252'LARGE ROCK OUTCROP, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 EJ1252'STAMPED 311.797 P 23 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1484 ***********************************************************************
 EJ1484  DESIGNATION -  P 24
 EJ1484  PID         -  EJ1484
 EJ1484  STATE/COUNTY-  AR/MONTGOMERY
 EJ1484  USGS QUAD   -  REED MOUNTAIN (1986)
 EJ1484
 EJ1484                         *CURRENT SURVEY CONTROL
 EJ1484  ___________________________________________________________________
 EJ1484* NAD 83(1986)-  34 34 40.     (N)    093 34 44.     (W)     SCALED    
 EJ1484* NAVD 88     -       202.092  (meters)     663.03   (feet)  ADJUSTED  
 EJ1484  ___________________________________________________________________
 EJ1484  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EJ1484  DYNAMIC HT  -         201.889 (meters)     662.36  (feet)  COMP
 EJ1484  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 EJ1484
 EJ1484  VERT ORDER  -  SECOND    CLASS 0
 EJ1484
 EJ1484.The horizontal coordinates were scaled from a topographic map and have
 EJ1484.an estimated accuracy of +/- 6 seconds.
 EJ1484
 EJ1484.The orthometric height was determined by differential leveling
 EJ1484.and adjusted by the National Geodetic Survey in June 1991..
 EJ1484
 EJ1484.The geoid height was determined by GEOID03.
 EJ1484
 EJ1484.The dynamic height is computed by dividing the NAVD 88
 EJ1484.geopotential number by the normal gravity value computed on the
 EJ1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1484.degrees latitude (g = 980.6199 gals.).
 EJ1484
 EJ1484.The modeled gravity was interpolated from observed gravity values.
 EJ1484
 EJ1484;                    North         East    Units  Estimated Accuracy
 EJ1484;SPC AR S     -   613,090.      255,140.      MT  (+/- 180 meters Scaled)
 EJ1484
 EJ1484                          SUPERSEDED SURVEY CONTROL
 EJ1484
 EJ1484  NGVD 29 (??/??/92)  202.041  (m)          662.86   (f) ADJ UNCH    2 0
 EJ1484
 EJ1484.Superseded values are not recommended for survey control.
 EJ1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1484.See file dsdata.txt to determine how the superseded data were derived.
 EJ1484
 EJ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU469263(NAD 83)
 EJ1484_MARKER: DB = BENCH MARK DISK
 EJ1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1484+STABILITY: SURFACE MOTION
 EJ1484
 EJ1484  HISTORY     - Date     Condition        Report By
 EJ1484  HISTORY     - UNK      MONUMENTED       CGS
 EJ1484  HISTORY     - 1932     GOOD             NGS
 EJ1484  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1484
 EJ1484                          STATION DESCRIPTION
 EJ1484
 EJ1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ1484'3.9 MI N FROM MT IDA.
 EJ1484'3.9 MILES NORTH BY STATE HIGHWAY NO. 27.  650 FT NORTH OF A 20 X 30
 EJ1484'WHITE HOUSE ON THE WEST SIDE OF THE ROAD.  23 FT EAST OF THE
 EJ1484'CENTERLINE OF HIGHWAY 27.  110 FT NORTH OF THE FENCE LINE WHICH BOUNDS
 EJ1484'A LARGE GROVE OF 10 IN TO 12 IN PINE TREES ON THE SOUTH.
 EJ1484
 EJ1484                          STATION RECOVERY (1961)
 EJ1484
 EJ1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0931 ***********************************************************************
 DK0931  DESIGNATION -  P 240
 DK0931  PID         -  DK0931
 DK0931  STATE/COUNTY-  AR/DREW
 DK0931  USGS QUAD   -  WINCHESTER (1969)
 DK0931
 DK0931                         *CURRENT SURVEY CONTROL
 DK0931  ___________________________________________________________________
 DK0931* NAD 83(1986)-  33 45 35.     (N)    091 28 27.     (W)     SCALED    
 DK0931* NAVD 88     -        47.642  (meters)     156.31   (feet)  ADJUSTED  
 DK0931  ___________________________________________________________________
 DK0931  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK0931  DYNAMIC HT  -          47.594 (meters)     156.15  (feet)  COMP
 DK0931  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 DK0931
 DK0931  VERT ORDER  -  FIRST     CLASS II
 DK0931
 DK0931.The horizontal coordinates were scaled from a topographic map and have
 DK0931.an estimated accuracy of +/- 6 seconds.
 DK0931
 DK0931.The orthometric height was determined by differential leveling
 DK0931.and adjusted by the National Geodetic Survey in June 1991..
 DK0931
 DK0931.The geoid height was determined by GEOID03.
 DK0931
 DK0931.The dynamic height is computed by dividing the NAVD 88
 DK0931.geopotential number by the normal gravity value computed on the
 DK0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0931.degrees latitude (g = 980.6199 gals.).
 DK0931
 DK0931.The modeled gravity was interpolated from observed gravity values.
 DK0931
 DK0931;                    North         East    Units  Estimated Accuracy
 DK0931;SPC AR S     -   521,360.      448,710.      MT  (+/- 180 meters Scaled)
 DK0931
 DK0931                          SUPERSEDED SURVEY CONTROL
 DK0931
 DK0931  NGVD 29 (??/??/??)   47.772  (m)          156.73   (f) ADJUSTED    1 2
 DK0931
 DK0931.Superseded values are not recommended for survey control.
 DK0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0931.See file dsdata.txt to determine how the superseded data were derived.
 DK0931
 DK0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT413365(NAD 83)
 DK0931_MARKER: DB = BENCH MARK DISK
 DK0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0931_STAMPING: P 240 1939
 DK0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0931+STABILITY: SURFACE MOTION
 DK0931
 DK0931  HISTORY     - Date     Condition        Report By
 DK0931  HISTORY     - 1939     MONUMENTED       CGS
 DK0931  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0931  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0931
 DK0931                          STATION DESCRIPTION
 DK0931
 DK0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0931'1.0 MI SW FROM WINCHESTER.
 DK0931'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 65 FROM WINCHESTER, DREW COUNTY,
 DK0931'AT THE NORTHWEST CORNER OF THE JAMES SMITH YARD, 29 FEET NORTHWEST OF
 DK0931'THE NORTHWEST CORNER OF THE HOUSE, 31 FEET EAST OF THE CENTERLINE OF
 DK0931'THE HIGHWAY, AND 5 FEET EAST OF A POWER-TRANSMISSION LINE. A STANDARD
 DK0931'DISK, STAMPED P 240 1939 AND SET IN THE TOP OF A CONCRETE POST.
 DK0931
 DK0931                          STATION RECOVERY (1977)
 DK0931
 DK0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0931'MARK NOT FOUND.
 DK0931
 DK0931                          STATION RECOVERY (1977)
 DK0931
 DK0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0679 ***********************************************************************
 FF0679  DESIGNATION -  P 242
 FF0679  PID         -  FF0679
 FF0679  STATE/COUNTY-  AR/CROSS
 FF0679  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0679
 FF0679                         *CURRENT SURVEY CONTROL
 FF0679  ___________________________________________________________________
 FF0679* NAD 83(1986)-  35 24 59.     (N)    090 44 58.     (W)     SCALED    
 FF0679* NAVD 88     -        83.525  (meters)     274.03   (feet)  ADJUSTED  
 FF0679  ___________________________________________________________________
 FF0679  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF0679  DYNAMIC HT  -          83.450 (meters)     273.79  (feet)  COMP
 FF0679  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FF0679
 FF0679  VERT ORDER  -  FIRST     CLASS II
 FF0679
 FF0679.The horizontal coordinates were scaled from a topographic map and have
 FF0679.an estimated accuracy of +/- 6 seconds.
 FF0679
 FF0679.The orthometric height was determined by differential leveling
 FF0679.and adjusted by the National Geodetic Survey in June 1991..
 FF0679
 FF0679.The geoid height was determined by GEOID03.
 FF0679
 FF0679.The dynamic height is computed by dividing the NAVD 88
 FF0679.geopotential number by the normal gravity value computed on the
 FF0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0679.degrees latitude (g = 980.6199 gals.).
 FF0679
 FF0679.The modeled gravity was interpolated from observed gravity values.
 FF0679
 FF0679;                    North         East    Units  Estimated Accuracy
 FF0679;SPC AR N     -   120,880.      513,570.      MT  (+/- 180 meters Scaled)
 FF0679
 FF0679                          SUPERSEDED SURVEY CONTROL
 FF0679
 FF0679  NGVD 29 (??/??/??)   83.477  (m)          273.87   (f) ADJUSTED    1 2
 FF0679
 FF0679.Superseded values are not recommended for survey control.
 FF0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0679.See file dsdata.txt to determine how the superseded data were derived.
 FF0679
 FF0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV043215(NAD 83)
 FF0679_MARKER: DB = BENCH MARK DISK
 FF0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0679_SP_SET: CULVERT
 FF0679_STAMPING: P 242 1938
 FF0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0679+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 FF0679
 FF0679  HISTORY     - Date     Condition        Report By
 FF0679  HISTORY     - 1938     MONUMENTED       CGS
 FF0679  HISTORY     - 1956     GOOD             CGS
 FF0679  HISTORY     - 20030507 GOOD             USACE
 FF0679
 FF0679                          STATION DESCRIPTION
 FF0679
 FF0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0679'0.9 MI N FROM CHERRY VALLEY.
 FF0679'ABOUT 0.9 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0679'STATION AT CHERRY VALLEY, WEST-NORTHWEST AND ACROSS TRACK FROM
 FF0679'TELEPHONE POLE NO. 266/28 (THE SECOND POLE NORTH OF MILE POLE
 FF0679'267), AT AN EAST-WEST ROAD CROSSING, 8.3 FEET WEST OF WEST RAIL,
 FF0679'19 FEET SOUTH OF CENTER LINE OF ROAD, IN THE TOP OF CENTER OF
 FF0679'WEST HEAD WALL OF AN 8-FOOT CONCRETE CULVERT WITH PARTITION UNDER
 FF0679'TRACK AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 FF0679
 FF0679                          STATION RECOVERY (2003)
 FF0679
 FF0679'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1031 ***********************************************************************
 DK1031  DESIGNATION -  P 243
 DK1031  PID         -  DK1031
 DK1031  STATE/COUNTY-  AR/ASHLEY
 DK1031  USGS QUAD   -  JEROME (1981)
 DK1031
 DK1031                         *CURRENT SURVEY CONTROL
 DK1031  ___________________________________________________________________
 DK1031* NAD 83(1986)-  33 23 06.     (N)    091 28 39.     (W)     SCALED    
 DK1031* NAVD 88     -        38.328  (meters)     125.75   (feet)  ADJUSTED  
 DK1031  ___________________________________________________________________
 DK1031  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DK1031  DYNAMIC HT  -          38.288 (meters)     125.62  (feet)  COMP
 DK1031  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 DK1031
 DK1031  VERT ORDER  -  FIRST     CLASS II
 DK1031
 DK1031.The horizontal coordinates were scaled from a topographic map and have
 DK1031.an estimated accuracy of +/- 6 seconds.
 DK1031
 DK1031.The orthometric height was determined by differential leveling
 DK1031.and adjusted by the National Geodetic Survey in June 1991..
 DK1031
 DK1031.The geoid height was determined by GEOID03.
 DK1031
 DK1031.The dynamic height is computed by dividing the NAVD 88
 DK1031.geopotential number by the normal gravity value computed on the
 DK1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1031.degrees latitude (g = 980.6199 gals.).
 DK1031
 DK1031.The modeled gravity was interpolated from observed gravity values.
 DK1031
 DK1031;                    North         East    Units  Estimated Accuracy
 DK1031;SPC AR S     -   479,800.      448,620.      MT  (+/- 180 meters Scaled)
 DK1031
 DK1031                          SUPERSEDED SURVEY CONTROL
 DK1031
 DK1031  NGVD 29 (??/??/??)   38.439  (m)          126.11   (f) ADJUSTED    1 2
 DK1031
 DK1031.Superseded values are not recommended for survey control.
 DK1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1031.See file dsdata.txt to determine how the superseded data were derived.
 DK1031
 DK1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS416950(NAD 83)
 DK1031_MARKER: DB = BENCH MARK DISK
 DK1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1031_STAMPING: P 243
 DK1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1031+STABILITY: SURFACE MOTION
 DK1031
 DK1031  HISTORY     - Date     Condition        Report By
 DK1031  HISTORY     - UNK      MONUMENTED       CGS
 DK1031  HISTORY     - 1939     GOOD             CGS
 DK1031
 DK1031                          STATION DESCRIPTION
 DK1031
 DK1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1031'1.0 MI S FROM JEROME.
 DK1031'1.0 MILE SOUTH OF THE R.R. STATION.  A STANDARD DISC SET IN THE TOP OF
 DK1031'A CONCRETE POST LOCATED ON THE EAST R/W OF THE MO. PAC. R.R. ABOUT 0.6
 DK1031'MILE SOUTH OF THE INTERSECTION OF HWY NO. 165 AND MO. PAC. R.R. AT
 DK1031'MILE POST 426 NEAR A GATE IN THE R/W FENCE. BETWEEN THE TRACKS AND
 DK1031'HWY.  36 FEET WEST OF THE CENTER LINE OF THE HWY. 39 FEET EAST OF THE
 DK1031'EAST RAIL.  53 FEET SOUTH OF THE MILE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0893 ***********************************************************************
 EJ0893  DESIGNATION -  P 244
 EJ0893  PID         -  EJ0893
 EJ0893  STATE/COUNTY-  AR/PERRY
 EJ0893  USGS QUAD   -  MARTINDALE (1984)
 EJ0893
 EJ0893                         *CURRENT SURVEY CONTROL
 EJ0893  ___________________________________________________________________
 EJ0893* NAD 83(1986)-  34 59 13.     (N)    092 38 32.     (W)     SCALED    
 EJ0893* NAVD 88     -        81.460  (meters)     267.26   (feet)  ADJUSTED  
 EJ0893  ___________________________________________________________________
 EJ0893  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EJ0893  DYNAMIC HT  -          81.382 (meters)     267.00  (feet)  COMP
 EJ0893  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 EJ0893
 EJ0893  VERT ORDER  -  SECOND    CLASS 0
 EJ0893
 EJ0893.The horizontal coordinates were scaled from a topographic map and have
 EJ0893.an estimated accuracy of +/- 6 seconds.
 EJ0893
 EJ0893.The orthometric height was determined by differential leveling
 EJ0893.and adjusted by the National Geodetic Survey in June 1991..
 EJ0893
 EJ0893.The geoid height was determined by GEOID03.
 EJ0893
 EJ0893.The dynamic height is computed by dividing the NAVD 88
 EJ0893.geopotential number by the normal gravity value computed on the
 EJ0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0893.degrees latitude (g = 980.6199 gals.).
 EJ0893
 EJ0893.The modeled gravity was interpolated from observed gravity values.
 EJ0893
 EJ0893;                    North         East    Units  Estimated Accuracy
 EJ0893;SPC AR N     -    72,700.      341,360.      MT  (+/- 180 meters Scaled)
 EJ0893
 EJ0893                          SUPERSEDED SURVEY CONTROL
 EJ0893
 EJ0893  NGVD 29 (??/??/92)   81.489  (m)          267.35   (f) ADJ UNCH    2 0
 EJ0893
 EJ0893.Superseded values are not recommended for survey control.
 EJ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0893.See file dsdata.txt to determine how the superseded data were derived.
 EJ0893
 EJ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU326716(NAD 83)
 EJ0893_MARKER: DB = BENCH MARK DISK
 EJ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0893_STAMPING: P 244 1939
 EJ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0893+STABILITY: SURFACE MOTION
 EJ0893
 EJ0893  HISTORY     - Date     Condition        Report By
 EJ0893  HISTORY     - 1939     MONUMENTED       CGS
 EJ0893
 EJ0893                          STATION DESCRIPTION
 EJ0893
 EJ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0893'1.2 MI S FROM BIGELOW.
 EJ0893'1.2 MILES SOUTH ALONG STATE HIGHWAY 113 FROM THE CHICAGO, ROCK ISLAND
 EJ0893'AND PACIFIC RAILROAD STATION AT BIGELOW, PERRY COUNTY, 0.5 MILE NORTH
 EJ0893'OF THE STEEL BRIDGE OVER FOURCHE RIVER, 45.2 FEET NORTHEAST OF THE
 EJ0893'EAST END OF A CONCRETE CULVERT, 49 FEET EAST OF THE CENTERLINE OF THE
 EJ0893'HIGHWAY, AND 8.6 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED P 244
 EJ0893'1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1548 ***********************************************************************
 EH1548  DESIGNATION -  P 245
 EH1548  PID         -  EH1548
 EH1548  STATE/COUNTY-  AR/JEFFERSON
 EH1548  USGS QUAD   -  TARRY (1971)
 EH1548
 EH1548                         *CURRENT SURVEY CONTROL
 EH1548  ___________________________________________________________________
 EH1548* NAD 83(1986)-  34 07 12.     (N)    091 46 16.     (W)     SCALED    
 EH1548* NAVD 88     -        56.267  (meters)     184.60   (feet)  ADJUSTED  
 EH1548  ___________________________________________________________________
 EH1548  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EH1548  DYNAMIC HT  -          56.212 (meters)     184.42  (feet)  COMP
 EH1548  MODELED GRAV-     979,664.6   (mgal)                       NAVD 88
 EH1548
 EH1548  VERT ORDER  -  FIRST     CLASS II
 EH1548
 EH1548.The horizontal coordinates were scaled from a topographic map and have
 EH1548.an estimated accuracy of +/- 6 seconds.
 EH1548
 EH1548.The orthometric height was determined by differential leveling
 EH1548.and adjusted by the National Geodetic Survey in June 1991..
 EH1548
 EH1548.The geoid height was determined by GEOID03.
 EH1548
 EH1548.The dynamic height is computed by dividing the NAVD 88
 EH1548.geopotential number by the normal gravity value computed on the
 EH1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1548.degrees latitude (g = 980.6199 gals.).
 EH1548
 EH1548.The modeled gravity was interpolated from observed gravity values.
 EH1548
 EH1548;                    North         East    Units  Estimated Accuracy
 EH1548;SPC AR S     -   561,220.      421,110.      MT  (+/- 180 meters Scaled)
 EH1548
 EH1548                          SUPERSEDED SURVEY CONTROL
 EH1548
 EH1548  NGVD 29 (??/??/??)   56.350  (m)          184.88   (f) ADJUSTED    1 2
 EH1548
 EH1548.Superseded values are not recommended for survey control.
 EH1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1548.See file dsdata.txt to determine how the superseded data were derived.
 EH1548
 EH1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT133761(NAD 83)
 EH1548_MARKER: DB = BENCH MARK DISK
 EH1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1548_STAMPING: P 245 1938
 EH1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1548+STABILITY: SURFACE MOTION
 EH1548
 EH1548  HISTORY     - Date     Condition        Report By
 EH1548  HISTORY     - 1938     MONUMENTED       CGS
 EH1548  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1548
 EH1548                          STATION DESCRIPTION
 EH1548
 EH1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1548'1.9 MI SE FROM MOSCOW.
 EH1548'1.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1548'STATION AT MOSCOW, JEFFERSON COUNTY, 44 FEET NORTHWEST OF A POINT
 EH1548'OPPOSTIE POLE 404+20, BETWEEN A POWER-TRANSMISSION LINE AND THE TRACK,
 EH1548'AND 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED
 EH1548'P 245 1938 AND SET IN THE TOP OF A CONCRETE POST.
 EH1548
 EH1548                          STATION RECOVERY (1984)
 EH1548
 EH1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1548'MARK FOUND WITH TOP BROKEN OFF, DISK LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0883 ***********************************************************************
 FF0883  DESIGNATION -  P 246
 FF0883  PID         -  FF0883
 FF0883  STATE/COUNTY-  AR/CRAIGHEAD
 FF0883  USGS QUAD   -  CASH (1980)
 FF0883
 FF0883                         *CURRENT SURVEY CONTROL
 FF0883  ___________________________________________________________________
 FF0883* NAD 83(1986)-  35 50 13.     (N)    090 54 00.     (W)     SCALED    
 FF0883* NAVD 88     -        76.183  (meters)     249.94   (feet)  ADJUSTED  
 FF0883  ___________________________________________________________________
 FF0883  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0883  DYNAMIC HT  -          76.119 (meters)     249.73  (feet)  COMP
 FF0883  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 FF0883
 FF0883  VERT ORDER  -  SECOND    CLASS 0
 FF0883
 FF0883.The horizontal coordinates were scaled from a topographic map and have
 FF0883.an estimated accuracy of +/- 6 seconds.
 FF0883
 FF0883.The orthometric height was determined by differential leveling
 FF0883.and adjusted by the National Geodetic Survey in June 1991..
 FF0883
 FF0883.The geoid height was determined by GEOID03.
 FF0883
 FF0883.The dynamic height is computed by dividing the NAVD 88
 FF0883.geopotential number by the normal gravity value computed on the
 FF0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0883.degrees latitude (g = 980.6199 gals.).
 FF0883
 FF0883.The modeled gravity was interpolated from observed gravity values.
 FF0883
 FF0883;                    North         East    Units  Estimated Accuracy
 FF0883;SPC AR N     -   167,370.      499,380.      MT  (+/- 180 meters Scaled)
 FF0883
 FF0883                          SUPERSEDED SURVEY CONTROL
 FF0883
 FF0883  NGVD 29 (??/??/??)   76.105  (m)          249.69   (f) ADJUSTED    2 0
 FF0883
 FF0883.Superseded values are not recommended for survey control.
 FF0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0883.See file dsdata.txt to determine how the superseded data were derived.
 FF0883
 FF0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV896678(NAD 83)
 FF0883_MARKER: DB = BENCH MARK DISK
 FF0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0883_SP_SET: CULVERT
 FF0883_STAMPING: P 246 1938
 FF0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0883
 FF0883  HISTORY     - Date     Condition        Report By
 FF0883  HISTORY     - 1938     MONUMENTED       CGS
 FF0883  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0883
 FF0883                          STATION DESCRIPTION
 FF0883
 FF0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0883'3.9 MI NE FROM CASH.
 FF0883'ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0883'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 0.5 MILE SOUTH OF THE
 FF0883'JUNCTION WITH STATE HIGHWAY 91, AT A CONCRETE CULVERT, ON THE
 FF0883'TOP OF THE WEST WING WALL, AND 4.5 FEET SOUTH OF THE NORTH END.
 FF0883'A STANDARD DISK, STAMPED P 246 1938.
 FF0883
 FF0883                          STATION RECOVERY (2002)
 FF0883
 FF0883'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0883'NEW CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0600 ***********************************************************************
 DL0600  DESIGNATION -  P 247
 DL0600  PID         -  DL0600
 DL0600  STATE/COUNTY-  AR/COLUMBIA
 DL0600  USGS QUAD   -  BUSSEY (1960)
 DL0600
 DL0600                         *CURRENT SURVEY CONTROL
 DL0600  ___________________________________________________________________
 DL0600* NAD 83(1986)-  33 08 48.     (N)    093 27 36.     (W)     SCALED    
 DL0600* NAVD 88     -        76.971  (meters)     252.53   (feet)  ADJUSTED  
 DL0600  ___________________________________________________________________
 DL0600  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DL0600  DYNAMIC HT  -          76.888 (meters)     252.26  (feet)  COMP
 DL0600  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 DL0600
 DL0600  VERT ORDER  -  SECOND    CLASS 0
 DL0600
 DL0600.The horizontal coordinates were scaled from a topographic map and have
 DL0600.an estimated accuracy of +/- 6 seconds.
 DL0600
 DL0600.The orthometric height was determined by differential leveling
 DL0600.and adjusted by the National Geodetic Survey in June 1991..
 DL0600
 DL0600.The geoid height was determined by GEOID03.
 DL0600
 DL0600.The dynamic height is computed by dividing the NAVD 88
 DL0600.geopotential number by the normal gravity value computed on the
 DL0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0600.degrees latitude (g = 980.6199 gals.).
 DL0600
 DL0600.The modeled gravity was interpolated from observed gravity values.
 DL0600
 DL0600;                    North         East    Units  Estimated Accuracy
 DL0600;SPC AR S     -   454,210.      263,780.      MT  (+/- 180 meters Scaled)
 DL0600
 DL0600                          SUPERSEDED SURVEY CONTROL
 DL0600
 DL0600  NGVD 29 (??/??/92)   77.020  (m)          252.69   (f) ADJ UNCH    2 0
 DL0600
 DL0600.Superseded values are not recommended for survey control.
 DL0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0600.See file dsdata.txt to determine how the superseded data were derived.
 DL0600
 DL0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571676(NAD 83)
 DL0600_MARKER: DB = BENCH MARK DISK
 DL0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0600_STAMPING: P 247 1938
 DL0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0600+STABILITY: SURFACE MOTION
 DL0600
 DL0600  HISTORY     - Date     Condition        Report By
 DL0600  HISTORY     - 1938     MONUMENTED       CGS
 DL0600  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0600
 DL0600                          STATION DESCRIPTION
 DL0600
 DL0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0600'3.1 MI N FROM TAYLOR.
 DL0600'ABOUT 3.1 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0600'THE STATION AT TAYLOR, COLUMBIA COUNTY, ABOUT 0.6 MILE SOUTH OF THE
 DL0600'STATION AT BUSSEY, 61 FEET EAST OF MILEPOST 38, 48 FEET WEST OF THE
 DL0600'CENTER LINE OF A GRAVEL ROAD, AND 37 FEET EAST OF THE EAST RAIL.  A
 DL0600'STANDARD DISK, STAMPED P 247 1938 AND SET IN THE TOP OF A CONCRETE
 DL0600'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1540 ***********************************************************************
 EJ1540  DESIGNATION -  P 248
 EJ1540  PID         -  EJ1540
 EJ1540  STATE/COUNTY-  AR/MONTGOMERY
 EJ1540  USGS QUAD   -  ODEN (1985)
 EJ1540
 EJ1540                         *CURRENT SURVEY CONTROL
 EJ1540  ___________________________________________________________________
 EJ1540* NAD 83(1986)-  34 32 40.     (N)    093 45 35.     (W)     SCALED    
 EJ1540* NAVD 88     -       220.877  (meters)     724.66   (feet)  ADJUSTED  
 EJ1540  ___________________________________________________________________
 EJ1540  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EJ1540  DYNAMIC HT  -         220.649 (meters)     723.91  (feet)  COMP
 EJ1540  MODELED GRAV-     979,600.5   (mgal)                       NAVD 88
 EJ1540
 EJ1540  VERT ORDER  -  SECOND    CLASS 0
 EJ1540
 EJ1540.The horizontal coordinates were scaled from a topographic map and have
 EJ1540.an estimated accuracy of +/- 6 seconds.
 EJ1540
 EJ1540.The orthometric height was determined by differential leveling
 EJ1540.and adjusted by the National Geodetic Survey in June 1991..
 EJ1540
 EJ1540.The geoid height was determined by GEOID03.
 EJ1540
 EJ1540.The dynamic height is computed by dividing the NAVD 88
 EJ1540.geopotential number by the normal gravity value computed on the
 EJ1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1540.degrees latitude (g = 980.6199 gals.).
 EJ1540
 EJ1540.The modeled gravity was interpolated from observed gravity values.
 EJ1540
 EJ1540;                    North         East    Units  Estimated Accuracy
 EJ1540;SPC AR S     -   609,660.      238,490.      MT  (+/- 180 meters Scaled)
 EJ1540
 EJ1540                          SUPERSEDED SURVEY CONTROL
 EJ1540
 EJ1540  NGVD 29 (??/??/92)  220.813  (m)          724.45   (f) ADJ UNCH    2 0
 EJ1540
 EJ1540.Superseded values are not recommended for survey control.
 EJ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1540.See file dsdata.txt to determine how the superseded data were derived.
 EJ1540
 EJ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU302227(NAD 83)
 EJ1540_MARKER: DB = BENCH MARK DISK
 EJ1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1540_STAMPING: P 248 1939
 EJ1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1540+STABILITY: SURFACE MOTION
 EJ1540
 EJ1540  HISTORY     - Date     Condition        Report By
 EJ1540  HISTORY     - 1939     MONUMENTED       CGS
 EJ1540  HISTORY     - 1961     GOOD             NGS
 EJ1540
 EJ1540                          STATION DESCRIPTION
 EJ1540
 EJ1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1540'7.0 MI S FROM ODEN.
 EJ1540'ABOUT 375 FT NW OF JOHN ROTONS FARMHOUSE AND FORD ACROSS A FORK OF
 EJ1540'OUACHITA RIVER, ON AN OLD ABANDONED SECTION OF THE ROAD, ABOUT 150
 EJ1540'FEET WEST OF THE CENTERLINE OF THE PRESENT ROAD AND ABOUT 200 FEET
 EJ1540'NORTHWEST OF THE NORTHWEST END OF TWO CULVERTS UNDER MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1576 ***********************************************************************
 EH1576  DESIGNATION -  P 249
 EH1576  PID         -  EH1576
 EH1576  STATE/COUNTY-  AR/LINCOLN
 EH1576  USGS QUAD   -  CADES (1975)
 EH1576
 EH1576                         *CURRENT SURVEY CONTROL
 EH1576  ___________________________________________________________________
 EH1576* NAD 83(1986)-  34 01 31.     (N)    091 32 03.     (W)     SCALED    
 EH1576* NAVD 88     -        51.458  (meters)     168.83   (feet)  ADJUSTED  
 EH1576  ___________________________________________________________________
 EH1576  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH1576  DYNAMIC HT  -          51.407 (meters)     168.66  (feet)  COMP
 EH1576  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 EH1576
 EH1576  VERT ORDER  -  SECOND    CLASS 0
 EH1576
 EH1576.The horizontal coordinates were scaled from a topographic map and have
 EH1576.an estimated accuracy of +/- 6 seconds.
 EH1576
 EH1576.The orthometric height was determined by differential leveling
 EH1576.and adjusted by the National Geodetic Survey in June 1991..
 EH1576
 EH1576.The geoid height was determined by GEOID03.
 EH1576
 EH1576.The dynamic height is computed by dividing the NAVD 88
 EH1576.geopotential number by the normal gravity value computed on the
 EH1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1576.degrees latitude (g = 980.6199 gals.).
 EH1576
 EH1576.The modeled gravity was interpolated from observed gravity values.
 EH1576
 EH1576;                    North         East    Units  Estimated Accuracy
 EH1576;SPC AR S     -   550,780.      443,020.      MT  (+/- 180 meters Scaled)
 EH1576
 EH1576                          SUPERSEDED SURVEY CONTROL
 EH1576
 EH1576  NGVD 29 (??/??/??)   51.533  (m)          169.07   (f) ADJUSTED    2 0
 EH1576
 EH1576.Superseded values are not recommended for survey control.
 EH1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1576.See file dsdata.txt to determine how the superseded data were derived.
 EH1576
 EH1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT353659(NAD 83)
 EH1576_MARKER: DB = BENCH MARK DISK
 EH1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1576_STAMPING: P 249 1940
 EH1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1576+STABILITY: SURFACE MOTION
 EH1576
 EH1576  HISTORY     - Date     Condition        Report By
 EH1576  HISTORY     - 1940     MONUMENTED       CGS
 EH1576  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1576
 EH1576                          STATION DESCRIPTION
 EH1576
 EH1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1576'4.2 MI N FROM GOULD.
 EH1576'FROM RAILROAD STATION AT GOULD, PROCEED ALONG STATE HIGHWAY NO. 114
 EH1576'TOWARDS CROCKETTS STORE AND SOUTH BEND, GO 4.2 MILES.  BENCH MARK IS
 EH1576'STANDARD DISK SET IN PRE-CAST CONCRETE POST PROJECTING ABOUT 5 INCHES.
 EH1576'AT NORTHEAST CORNER OF WIRE FENCE AROUND UNPAINTED HOUSE. IN LINE AND
 EH1576'ABOUT MIDWAY BETWEEN TWO TELEPHONE POLES.  29 FEET TOWARDS HOUSE
 EH1576'(WEST) FROM CENTER LINE OF HIGHWAY.  23 FEET TOWARDS SOUTH BEND FROM
 EH1576'ENTRANCE INTO YARD.  1.5 FEET TOWARDS ROAD (EAST) FROM WIRE FENCE
 EH1576'CORNER.  A 4 X 4 INCH CYPRESS POST PAINTED WHITE AND PROJECTING 18
 EH1576'INCHES IS 3.5 FEET AT 175 DEG MAGNETIC FROM BENCH MARK.
 EH1576
 EH1576                          STATION RECOVERY (1967)
 EH1576
 EH1576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0271 ***********************************************************************
 GE0271  DESIGNATION -  P 25
 GE0271  PID         -  GE0271
 GE0271  STATE/COUNTY-  AR/CLAY
 GE0271  USGS QUAD   -  DATTO (1964)
 GE0271
 GE0271                         *CURRENT SURVEY CONTROL
 GE0271  ___________________________________________________________________
 GE0271* NAD 83(1986)-  36 25 56.     (N)    090 43 19.     (W)     SCALED    
 GE0271* NAVD 88     -        86.484  (meters)     283.74   (feet)  ADJUSTED  
 GE0271  ___________________________________________________________________
 GE0271  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GE0271  DYNAMIC HT  -          86.415 (meters)     283.51  (feet)  COMP
 GE0271  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 GE0271
 GE0271  VERT ORDER  -  FIRST     CLASS II
 GE0271
 GE0271.The horizontal coordinates were scaled from a topographic map and have
 GE0271.an estimated accuracy of +/- 6 seconds.
 GE0271
 GE0271.The orthometric height was determined by differential leveling
 GE0271.and adjusted by the National Geodetic Survey in June 1991..
 GE0271
 GE0271.The geoid height was determined by GEOID03.
 GE0271
 GE0271.The dynamic height is computed by dividing the NAVD 88
 GE0271.geopotential number by the normal gravity value computed on the
 GE0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0271.degrees latitude (g = 980.6199 gals.).
 GE0271
 GE0271.The modeled gravity was interpolated from observed gravity values.
 GE0271
 GE0271;                    North         East    Units  Estimated Accuracy
 GE0271;SPC AR N     -   233,610.      514,600.      MT  (+/- 180 meters Scaled)
 GE0271
 GE0271                          SUPERSEDED SURVEY CONTROL
 GE0271
 GE0271  NGVD 29 (??/??/92)   86.450  (m)          283.63   (f) ADJ UNCH    1 2
 GE0271
 GE0271.Superseded values are not recommended for survey control.
 GE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0271.See file dsdata.txt to determine how the superseded data were derived.
 GE0271
 GE0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA042343(NAD 83)
 GE0271_MARKER: DB = BENCH MARK DISK
 GE0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0271_STAMPING: 283.638 P 25 1932
 GE0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0271+STABILITY: SURFACE MOTION
 GE0271
 GE0271  HISTORY     - Date     Condition        Report By
 GE0271  HISTORY     - 1932     MONUMENTED       CGS
 GE0271  HISTORY     - 1964     MARK NOT FOUND   USGS
 GE0271
 GE0271                          STATION DESCRIPTION
 GE0271
 GE0271'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GE0271'1.6 MI S FROM SUCCESS.
 GE0271'1.6 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0271'THE STATION AT SUCCESS, CLAY COUNTY, 7 1/2 POLES SOUTH OF
 GE0271'MILEPOST 225, 48 FEET WEST OF THE TRACK, AND 2 FEET EAST OF A
 GE0271'FENCE.  A STANDARD DISK, STAMPED 283.638 P 25 1932 AND SET IN
 GE0271'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0585 ***********************************************************************
 EJ0585  DESIGNATION -  P 251
 EJ0585  PID         -  EJ0585
 EJ0585  STATE/COUNTY-  AR/JEFFERSON
 EJ0585  USGS QUAD   -  WHITE HALL (1984)
 EJ0585
 EJ0585                         *CURRENT SURVEY CONTROL
 EJ0585  ___________________________________________________________________
 EJ0585* NAD 83(1986)-  34 18 32.     (N)    092 00 17.     (W)     SCALED    
 EJ0585* NAVD 88     -        64.562  (meters)     211.82   (feet)  ADJUSTED  
 EJ0585  ___________________________________________________________________
 EJ0585  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0585  DYNAMIC HT  -          64.500 (meters)     211.61  (feet)  COMP
 EJ0585  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 EJ0585
 EJ0585  VERT ORDER  -  SECOND    CLASS 0
 EJ0585
 EJ0585.The horizontal coordinates were scaled from a topographic map and have
 EJ0585.an estimated accuracy of +/- 6 seconds.
 EJ0585
 EJ0585.The orthometric height was determined by differential leveling
 EJ0585.and adjusted by the National Geodetic Survey in June 1991..
 EJ0585
 EJ0585.The geoid height was determined by GEOID03.
 EJ0585
 EJ0585.The dynamic height is computed by dividing the NAVD 88
 EJ0585.geopotential number by the normal gravity value computed on the
 EJ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0585.degrees latitude (g = 980.6199 gals.).
 EJ0585
 EJ0585.The modeled gravity was interpolated from observed gravity values.
 EJ0585
 EJ0585;                    North         East    Units  Estimated Accuracy
 EJ0585;SPC AR S     -   582,140.      399,570.      MT  (+/- 180 meters Scaled)
 EJ0585
 EJ0585                          SUPERSEDED SURVEY CONTROL
 EJ0585
 EJ0585  NGVD 29 (??/??/92)   64.594  (m)          211.92   (f) ADJ UNCH    2 0
 EJ0585
 EJ0585.Superseded values are not recommended for survey control.
 EJ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0585.See file dsdata.txt to determine how the superseded data were derived.
 EJ0585
 EJ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT915968(NAD 83)
 EJ0585_MARKER: DB = BENCH MARK DISK
 EJ0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0585_SP_SET: CULVERT
 EJ0585_STAMPING: P 251 1940
 EJ0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0585
 EJ0585  HISTORY     - Date     Condition        Report By
 EJ0585  HISTORY     - 1940     MONUMENTED       CGS
 EJ0585  HISTORY     - 20030625 MARK NOT FOUND   USACE
 EJ0585
 EJ0585                          STATION DESCRIPTION
 EJ0585
 EJ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0585'4.5 MI N FROM PINE BLUFF.
 EJ0585'4.5 MILES NORTH AND 0.2 MILE NORTHEAST ALONG U. S. HIGHWAY 79 FROM THE
 EJ0585'CITY LIMITS OF PINE BLUFF, JEFFERSON COUNTY, 1.6 MILES NORTH ALONG A
 EJ0585'GRAVEL ROAD, 1.8 MILES NORTHEAST OF THE JEFFERSON COUNTY FREE BRIDGE,
 EJ0585'AT A DIRT-ROAD CROSSING, AT A DOUBLE 30-INCH TILE CULVERT, IN THE
 EJ0585'CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL, 69 YARDS EAST OF THE
 EJ0585'CENTERLINE OF THE LEVEE, AND 33 FEET NORTH OF THE CENTERLINE OF THE
 EJ0585'GRAVEL ROAD.  A STANDARD DISK, STAMPED P 251 1940.
 EJ0585
 EJ0585                          STATION RECOVERY (2003)
 EJ0585
 EJ0585'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0182 ***********************************************************************
 EJ0182  DESIGNATION -  P 252
 EJ0182  PID         -  EJ0182
 EJ0182  STATE/COUNTY-  AR/PULASKI
 EJ0182  USGS QUAD   -  WOODSON (1987)
 EJ0182
 EJ0182                         *CURRENT SURVEY CONTROL
 EJ0182  ___________________________________________________________________
 EJ0182* NAD 83(1986)-  34 34 50.     (N)    092 07 42.     (W)     SCALED    
 EJ0182* NAVD 88     -        72.647  (meters)     238.34   (feet)  ADJUSTED  
 EJ0182  ___________________________________________________________________
 EJ0182  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EJ0182  DYNAMIC HT  -          72.579 (meters)     238.12  (feet)  COMP
 EJ0182  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 EJ0182
 EJ0182  VERT ORDER  -  SECOND    CLASS 0
 EJ0182
 EJ0182.The horizontal coordinates were scaled from a topographic map and have
 EJ0182.an estimated accuracy of +/- 6 seconds.
 EJ0182
 EJ0182.The orthometric height was determined by differential leveling
 EJ0182.and adjusted by the National Geodetic Survey in June 1991..
 EJ0182
 EJ0182.The geoid height was determined by GEOID03.
 EJ0182
 EJ0182.The dynamic height is computed by dividing the NAVD 88
 EJ0182.geopotential number by the normal gravity value computed on the
 EJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0182.degrees latitude (g = 980.6199 gals.).
 EJ0182
 EJ0182.The modeled gravity was interpolated from observed gravity values.
 EJ0182
 EJ0182;                    North         East    Units  Estimated Accuracy
 EJ0182;SPC AR S     -   612,290.      388,230.      MT  (+/- 180 meters Scaled)
 EJ0182
 EJ0182                          SUPERSEDED SURVEY CONTROL
 EJ0182
 EJ0182  NGVD 29 (??/??/92)   72.684  (m)          238.46   (f) ADJ UNCH    2 0
 EJ0182
 EJ0182.Superseded values are not recommended for survey control.
 EJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0182.See file dsdata.txt to determine how the superseded data were derived.
 EJ0182
 EJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU799268(NAD 83)
 EJ0182_MARKER: DB = BENCH MARK DISK
 EJ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0182_STAMPING: P 252 1940
 EJ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0182+STABILITY: SURFACE MOTION
 EJ0182
 EJ0182  HISTORY     - Date     Condition        Report By
 EJ0182  HISTORY     - 1940     MONUMENTED       CGS
 EJ0182  HISTORY     - 198504   MARK NOT FOUND   USGS
 EJ0182  HISTORY     - 198504   MARK NOT FOUND   USPSQD
 EJ0182  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0182
 EJ0182                          STATION DESCRIPTION
 EJ0182
 EJ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0182'13.8 MI NW FROM WRIGHT.
 EJ0182'IN PULASKI COUNTY, 13.8 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD
 EJ0182'FROM THE POST OFFICE AT WRIGHT, JEFFERSON COUNTY, 0.5 MILE SOUTHWEST
 EJ0182'ALONG A DIRT ROAD LEADING TO THE LEVEE, 0.2 MILE NORTHWEST ALONG A
 EJ0182'ROAD PARALLELING THE LEVEE, 45 FEET NORTHWEST OF THE SOUTHWEST CORNER
 EJ0182'OF A SMALL FARMHOUSE, 43 FEET NORTHEAST OF THE CENTERLINE OF THE
 EJ0182'LEVEE, 12 FEET SOUTHWEST OF THE CENTERLINE OF A FARM ROAD, 7 FEET
 EJ0182'NORTHWEST OF A CLUMP OF SMALL HEDGES, AND 2.5 FEET SOUTHEAST OF A 4 BY
 EJ0182'4-INCH WHITE POST PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK,
 EJ0182'STAMPED P 252 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 EJ0182'INCHES ABOVE GROUND.
 EJ0182
 EJ0182                          STATION RECOVERY (1985)
 EJ0182
 EJ0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DNB)
 EJ0182'MARK NOT FOUND.
 EJ0182
 EJ0182                          STATION RECOVERY (1985)
 EJ0182
 EJ0182'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 EJ0182'MARK NOT FOUND.
 EJ0182
 EJ0182                          STATION RECOVERY (1989)
 EJ0182
 EJ0182'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1092 ***********************************************************************
 FG1092  DESIGNATION -  P 253 RESET
 FG1092  PID         -  FG1092
 FG1092  STATE/COUNTY-  AR/LOGAN
 FG1092  USGS QUAD   -  DELAWARE (1993)
 FG1092
 FG1092                         *CURRENT SURVEY CONTROL
 FG1092  ___________________________________________________________________
 FG1092* NAD 83(1986)-  35 16 56.     (N)    093 18 00.     (W)     SCALED    
 FG1092* NAVD 88     -       107.82   (meters)     353.7    (feet)  RESET     
 FG1092  ___________________________________________________________________
 FG1092  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 FG1092
 FG1092  VERT ORDER  -  THIRD
 FG1092
 FG1092.The horizontal coordinates were scaled from a topographic map and have
 FG1092.an estimated accuracy of +/- 6 seconds.
 FG1092
 FG1092.The orthometric height was computed from unverified reset data.
 FG1092
 FG1092.The geoid height was determined by GEOID03.
 FG1092
 FG1092;                    North         East    Units  Estimated Accuracy
 FG1092;SPC AR N     -   106,050.      281,740.      MT  (+/- 180 meters Scaled)
 FG1092
 FG1092                          SUPERSEDED SURVEY CONTROL
 FG1092
 FG1092.No superseded survey control is available for this station.
 FG1092
 FG1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV727043(NAD 83)
 FG1092_MARKER: DB = BENCH MARK DISK
 FG1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1092_STAMPING: P 253 RESET 1962
 FG1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1092+STABILITY: SURFACE MOTION
 FG1092
 FG1092  HISTORY     - Date     Condition        Report By
 FG1092  HISTORY     - 1962     MONUMENTED       CGS
 FG1092
 FG1092                          STATION DESCRIPTION
 FG1092
 FG1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG1092'0.15 MI E FROM DELAWARE.
 FG1092'LOCATED 0.15 MILE EAST ALONG STATE HIGHWAY 22 FROM DELAWARE, ON THE
 FG1092'PROJECTED CENTERLINE OF A ROAD LEADING NORTH, 52 FEET SOUTH OF THE
 FG1092'CENTERLINE OF STATE HIGHWAY 22, 140 FEET NORTHEAST OF THE NORTHEAST
 FG1092'CORNER OF THE DAN LANCASTER HOUSE, 1 FOOT SOUTH OF A FENCE CORNER, 1
 FG1092'FOOT WEST OF A FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND
 FG1092'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1218 ***********************************************************************
 FG1218  DESIGNATION -  P 254
 FG1218  PID         -  FG1218
 FG1218  STATE/COUNTY-  AR/LOGAN
 FG1218  USGS QUAD   -  SCRANTON (1993)
 FG1218
 FG1218                         *CURRENT SURVEY CONTROL
 FG1218  ___________________________________________________________________
 FG1218* NAD 83(1986)-  35 22 22.     (N)    093 34 17.     (W)     SCALED    
 FG1218* NAVD 88     -       134.434  (meters)     441.06   (feet)  ADJUSTED  
 FG1218  ___________________________________________________________________
 FG1218  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FG1218  DYNAMIC HT  -         134.308 (meters)     440.64  (feet)  COMP
 FG1218  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 FG1218
 FG1218  VERT ORDER  -  SECOND    CLASS 0
 FG1218
 FG1218.The horizontal coordinates were scaled from a topographic map and have
 FG1218.an estimated accuracy of +/- 6 seconds.
 FG1218
 FG1218.The orthometric height was determined by differential leveling
 FG1218.and adjusted by the National Geodetic Survey in June 1991..
 FG1218
 FG1218.The geoid height was determined by GEOID03.
 FG1218
 FG1218.The dynamic height is computed by dividing the NAVD 88
 FG1218.geopotential number by the normal gravity value computed on the
 FG1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1218.degrees latitude (g = 980.6199 gals.).
 FG1218
 FG1218.The modeled gravity was interpolated from observed gravity values.
 FG1218
 FG1218;                    North         East    Units  Estimated Accuracy
 FG1218;SPC AR N     -   116,460.      257,220.      MT  (+/- 180 meters Scaled)
 FG1218
 FG1218                          SUPERSEDED SURVEY CONTROL
 FG1218
 FG1218  NGVD 29 (??/??/92)  134.398  (m)          440.94   (f) ADJ UNCH    2 0
 FG1218
 FG1218.Superseded values are not recommended for survey control.
 FG1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1218.See file dsdata.txt to determine how the superseded data were derived.
 FG1218
 FG1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV480145(NAD 83)
 FG1218_MARKER: DB = BENCH MARK DISK
 FG1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1218_STAMPING: P 254 1940
 FG1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1218+STABILITY: SURFACE MOTION
 FG1218
 FG1218  HISTORY     - Date     Condition        Report By
 FG1218  HISTORY     - 1940     MONUMENTED       CGS
 FG1218  HISTORY     - 1959     GOOD             NGS
 FG1218
 FG1218                          STATION DESCRIPTION
 FG1218
 FG1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1218'3.0 MI SW FROM MORRISON BLUFF.
 FG1218'0.4 MILE SOUTH ALONG A GRAVEL ROAD FROM MORRISON BLUFF, THENCE 1.6
 FG1218'MILES WEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH AND 0.8 MILE WEST
 FG1218'ALONG ROADS.  AT THE TOP OF A HILL, 100 FEET NORTHEAST OF THE
 FG1218'NORTHEAST CORNER OF AN UNPAINTED BARN, 16 FEET SOUTH OF THE CENTERLINE
 FG1218'OF THE ROAD, 12 FEET EAST OF THE CENTERLINE OF A LANE LEADING FROM THE
 FG1218'ROAD TO THE BARN, 2 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTH OF
 FG1218'THE EAST-AND-WEST FENCE, 2 FEET EAST OF THE NORTH-AND-SOUTH FENCE, AND
 FG1218'4.3 FEET WEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1250 ***********************************************************************
 FG1250  DESIGNATION -  P 255
 FG1250  PID         -  FG1250
 FG1250  STATE/COUNTY-  AR/FRANKLIN
 FG1250  USGS QUAD   -  OZARK (1993)
 FG1250
 FG1250                         *CURRENT SURVEY CONTROL
 FG1250  ___________________________________________________________________
 FG1250* NAD 83(1986)-  35 27 09.     (N)    093 49 22.     (W)     SCALED    
 FG1250* NAVD 88     -       119.328  (meters)     391.50   (feet)  ADJUSTED  
 FG1250  ___________________________________________________________________
 FG1250  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FG1250  DYNAMIC HT  -         119.218 (meters)     391.13  (feet)  COMP
 FG1250  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FG1250
 FG1250  VERT ORDER  -  SECOND    CLASS 0
 FG1250
 FG1250.The horizontal coordinates were scaled from a topographic map and have
 FG1250.an estimated accuracy of +/- 6 seconds.
 FG1250
 FG1250.The orthometric height was determined by differential leveling
 FG1250.and adjusted by the National Geodetic Survey in June 1991..
 FG1250
 FG1250.The geoid height was determined by GEOID03.
 FG1250
 FG1250.The dynamic height is computed by dividing the NAVD 88
 FG1250.geopotential number by the normal gravity value computed on the
 FG1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1250.degrees latitude (g = 980.6199 gals.).
 FG1250
 FG1250.The modeled gravity was interpolated from observed gravity values.
 FG1250
 FG1250;                    North         East    Units  Estimated Accuracy
 FG1250;SPC AR N     -   125,690.      234,540.      MT  (+/- 180 meters Scaled)
 FG1250
 FG1250                          SUPERSEDED SURVEY CONTROL
 FG1250
 FG1250  NGVD 29 (??/??/92)  119.273  (m)          391.31   (f) ADJ UNCH    2 0
 FG1250
 FG1250.Superseded values are not recommended for survey control.
 FG1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1250.See file dsdata.txt to determine how the superseded data were derived.
 FG1250
 FG1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV253235(NAD 83)
 FG1250_MARKER: DB = BENCH MARK DISK
 FG1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1250_STAMPING: P 255 1940
 FG1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1250+STABILITY: SURFACE MOTION
 FG1250
 FG1250  HISTORY     - Date     Condition        Report By
 FG1250  HISTORY     - 1940     MONUMENTED       CGS
 FG1250  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1250
 FG1250                          STATION DESCRIPTION
 FG1250
 FG1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1250'3.0 MI SE FROM OZARK.
 FG1250'1.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI PACIFIC
 FG1250'RAILROAD STATION AT OZARK, THENCE 1.5 MILES EAST ALONG THE GRAVEL ROAD
 FG1250'LEADING TO ROSEVILLE.  AT THE T-JUNCTION OF A DIRT ROAD CONNECTING THE
 FG1250'GRAVEL ROAD WITH STATE HIGHWAY 23, AT THE NORTHWEST CORNER OF A
 FG1250'PASTURE, 36 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 31.5
 FG1250'FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 18 FEET SOUTH OF THE
 FG1250'CENTERLINE OF THE DIRT ROAD, 3.5 FEET SOUTHEAST OF A FENCE CORNER, 1.3
 FG1250'FEET EAST OF THE FENCE, AND 3.8 FEET NORTH OF A WHITE WOODEN WITNESS
 FG1250'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1251 ***********************************************************************
 FG1251  DESIGNATION -  P 255 RESET
 FG1251  PID         -  FG1251
 FG1251  STATE/COUNTY-  AR/FRANKLIN
 FG1251  USGS QUAD   -  OZARK (1993)
 FG1251
 FG1251                         *CURRENT SURVEY CONTROL
 FG1251  ___________________________________________________________________
 FG1251* NAD 83(1986)-  35 27 08.     (N)    093 49 21.     (W)     SCALED    
 FG1251* NAVD 88     -       118.273  (meters)     388.03   (feet)  ADJUSTED  
 FG1251  ___________________________________________________________________
 FG1251  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FG1251  DYNAMIC HT  -         118.164 (meters)     387.68  (feet)  COMP
 FG1251  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FG1251
 FG1251  VERT ORDER  -  FIRST     CLASS II
 FG1251
 FG1251.The horizontal coordinates were scaled from a topographic map and have
 FG1251.an estimated accuracy of +/- 6 seconds.
 FG1251
 FG1251.The orthometric height was determined by differential leveling
 FG1251.and adjusted by the National Geodetic Survey in June 1991..
 FG1251
 FG1251.The geoid height was determined by GEOID03.
 FG1251
 FG1251.The dynamic height is computed by dividing the NAVD 88
 FG1251.geopotential number by the normal gravity value computed on the
 FG1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1251.degrees latitude (g = 980.6199 gals.).
 FG1251
 FG1251.The modeled gravity was interpolated from observed gravity values.
 FG1251
 FG1251;                    North         East    Units  Estimated Accuracy
 FG1251;SPC AR N     -   125,660.      234,570.      MT  (+/- 180 meters Scaled)
 FG1251
 FG1251                          SUPERSEDED SURVEY CONTROL
 FG1251
 FG1251.No superseded survey control is available for this station.
 FG1251
 FG1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV253235(NAD 83)
 FG1251_MARKER: DB = BENCH MARK DISK
 FG1251_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1251+WITH SETTING: INFORMATION.
 FG1251_MARK LOGO: CGS   
 FG1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1251
 FG1251  HISTORY     - Date     Condition        Report By
 FG1251  HISTORY     - 1964     MONUMENTED       CGS
 FG1251  HISTORY     - 1964     GOOD             NGS
 FG1251  HISTORY     - 1984     GOOD             NGS
 FG1251  HISTORY     - 1989     GOOD             USPSQD
 FG1251  HISTORY     - 1990     GOOD             USPSQD
 FG1251
 FG1251                          STATION DESCRIPTION
 FG1251
 FG1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FG1251'2.85 MI SE FROM OZARK.
 FG1251'1.4 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF U.S.
 FG1251'HIGHWAY 64 AT OZARK, THENCE EAST AND SOUTH ON STATE HIGHWAY 309 FOR
 FG1251'1.45 MILES, 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET
 FG1251'SOUTH OF A FENCE CORNER, 1.5 FEET SOUTH OF A METAL WITNESS POST, 1
 FG1251'FOOT WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FG1251'ABOUT 3 INCHES.
 FG1251
 FG1251                          STATION RECOVERY (1984)
 FG1251
 FG1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1251'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.9 KM
 FG1251'(1.2 MI) SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF U.S.
 FG1251'HIGHWAY 64 IN OZARK, THENCE 2.5 KM (1.55 MI) SOUTHEAST ALONG STATE
 FG1251'HIGHWAY 309 TO THE MARK ON THE LEFT, 12.07 METERS (39.6 FT) EAST OF
 FG1251'THE CENTERLINE OF HIGHWAY 309, 20.82 METERS (68.3 FT) SOUTH OF THE
 FG1251'CENTER OF THE DRIVEWAY TO A SINGLE LEVEL WOODEN HOUSE, 17.04 METERS
 FG1251'(55.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 3.69 METERS
 FG1251'(12.1 FT) SOUTH OF THE CORNER POST OF A BARBED WIRE FENCE.  A SHALLOW
 FG1251'SET METAL ROD FLUSH WITH THE GOUND.
 FG1251'THE MARK IS 0.55 METERS  S FROM A WITNESS POST.
 FG1251'THE MARK IS 0.30 M BELOW HIGHWAY 309.
 FG1251
 FG1251                          STATION RECOVERY (1989)
 FG1251
 FG1251'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1251'RECOVERED IN GOOD CONDITION.
 FG1251
 FG1251                          STATION RECOVERY (1990)
 FG1251
 FG1251'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0191 ***********************************************************************
 FH0191  DESIGNATION -  P 256
 FH0191  PID         -  FH0191
 FH0191  STATE/COUNTY-  AR/SEBASTIAN
 FH0191  USGS QUAD   -  CHARLESTON (1987)
 FH0191
 FH0191                         *CURRENT SURVEY CONTROL
 FH0191  ___________________________________________________________________
 FH0191* NAD 83(1986)-  35 20 49.     (N)    094 07 26.     (W)     SCALED    
 FH0191* NAVD 88     -       127.996  (meters)     419.93   (feet)  ADJUSTED  
 FH0191  ___________________________________________________________________
 FH0191  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FH0191  DYNAMIC HT  -         127.877 (meters)     419.54  (feet)  COMP
 FH0191  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 FH0191
 FH0191  VERT ORDER  -  SECOND    CLASS 0
 FH0191
 FH0191.The horizontal coordinates were scaled from a topographic map and have
 FH0191.an estimated accuracy of +/- 6 seconds.
 FH0191
 FH0191.The orthometric height was determined by differential leveling
 FH0191.and adjusted by the National Geodetic Survey in June 1991..
 FH0191
 FH0191.The geoid height was determined by GEOID03.
 FH0191
 FH0191.The dynamic height is computed by dividing the NAVD 88
 FH0191.geopotential number by the normal gravity value computed on the
 FH0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0191.degrees latitude (g = 980.6199 gals.).
 FH0191
 FH0191.The modeled gravity was interpolated from observed gravity values.
 FH0191
 FH0191;                    North         East    Units  Estimated Accuracy
 FH0191;SPC AR N     -   114,530.      206,960.      MT  (+/- 180 meters Scaled)
 FH0191
 FH0191                          SUPERSEDED SURVEY CONTROL
 FH0191
 FH0191  NGVD 29 (??/??/92)  127.906  (m)          419.64   (f) ADJ UNCH    2 0
 FH0191
 FH0191.Superseded values are not recommended for survey control.
 FH0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0191.See file dsdata.txt to determine how the superseded data were derived.
 FH0191
 FH0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV978120(NAD 83)
 FH0191_MARKER: DB = BENCH MARK DISK
 FH0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0191_STAMPING: P 256 1940
 FH0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0191+STABILITY: SURFACE MOTION
 FH0191
 FH0191  HISTORY     - Date     Condition        Report By
 FH0191  HISTORY     - 1940     MONUMENTED       CGS
 FH0191  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0191
 FH0191                          STATION DESCRIPTION
 FH0191
 FH0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0191'3.7 MI NE FROM LAVACA.
 FH0191'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE
 FH0191'AT LAVACA, 0.2 MILE SOUTH OF A T-ROAD INTERSECTION, 0.1 MILE
 FH0191'NORTH OF THE FOOT OF A SMALL HILL, 34 FEET EAST OF THE CENTERLINE
 FH0191'OF THE HIGHWAY, 8 FEET NORTH OF A NORTH GATEPOST, AND 2.3 FEET
 FH0191'NORTH OF A WHITE WOODEN WITNESS POST.  NOTE-- THE ROAD HAS BEEN
 FH0191'WIDENED AND THE FENCE SET BACK ABOUT 6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1080 ***********************************************************************
 DL1080  DESIGNATION -  P 257
 DL1080  PID         -  DL1080
 DL1080  STATE/COUNTY-  AR/HEMPSTEAD
 DL1080  USGS QUAD   -  SHEPPARD (1978)
 DL1080
 DL1080                         *CURRENT SURVEY CONTROL
 DL1080  ___________________________________________________________________
 DL1080* NAD 83(1986)-  33 43 19.     (N)    093 39 08.     (W)     SCALED    
 DL1080* NAVD 88     -       108.498  (meters)     355.96   (feet)  ADJUSTED  
 DL1080  ___________________________________________________________________
 DL1080  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL1080  DYNAMIC HT  -         108.385 (meters)     355.59  (feet)  COMP
 DL1080  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 DL1080
 DL1080  VERT ORDER  -  SECOND    CLASS 0
 DL1080
 DL1080.This mark is at Hope Airport (M18)
 DL1080
 DL1080.The horizontal coordinates were scaled from a topographic map and have
 DL1080.an estimated accuracy of +/- 6 seconds.
 DL1080
 DL1080.The orthometric height was determined by differential leveling
 DL1080.and adjusted by the National Geodetic Survey in June 1991..
 DL1080
 DL1080.The geoid height was determined by GEOID03.
 DL1080
 DL1080.The dynamic height is computed by dividing the NAVD 88
 DL1080.geopotential number by the normal gravity value computed on the
 DL1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1080.degrees latitude (g = 980.6199 gals.).
 DL1080
 DL1080.The modeled gravity was interpolated from observed gravity values.
 DL1080
 DL1080;                    North         East    Units  Estimated Accuracy
 DL1080;SPC AR S     -   518,280.      246,880.      MT  (+/- 180 meters Scaled)
 DL1080
 DL1080                          SUPERSEDED SURVEY CONTROL
 DL1080
 DL1080  NGVD 29 (??/??/92)  108.511  (m)          356.01   (f) ADJ UNCH    2 0
 DL1080
 DL1080.Superseded values are not recommended for survey control.
 DL1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1080.See file dsdata.txt to determine how the superseded data were derived.
 DL1080
 DL1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT395315(NAD 83)
 DL1080_MARKER: DB = BENCH MARK DISK
 DL1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1080_SP_SET: BUILDING
 DL1080_STAMPING: P 257 1945
 DL1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1080
 DL1080  HISTORY     - Date     Condition        Report By
 DL1080  HISTORY     - 1945     MONUMENTED       CGS
 DL1080
 DL1080                          STATION DESCRIPTION
 DL1080
 DL1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DL1080'5.8 MI NW FROM HOPE.
 DL1080'AT THE HOPE ARMY AIR FIELD, IN THE WEST WALL OF THE OPERATIONS, HANGAR
 DL1080'AND CONTROL TOWER BUILDING, 10.0 FEET SOUTH OF THE WEST ENTRANCE TO
 DL1080'HANGAR, 12.0 FEET NORTH OF THE NORTHWEST ENTRANCE TO THE OPERATIONS
 DL1080'ROOM, 4.2 FEET ABOVE THE CONCRETE APRON AND DIRECTLY BENEATH THE
 DL1080'NORTHWEST CORNER OF THE CONTROL TOWER.  A BRONZE DISK STAMPED P 257
 DL1080'1945 SET VERTICALLY IN DRILL HOLE IN BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1135 ***********************************************************************
 DL1135  DESIGNATION -  P 258
 DL1135  PID         -  DL1135
 DL1135  STATE/COUNTY-  AR/MILLER
 DL1135  USGS QUAD   -  CANFIELD (1975)
 DL1135
 DL1135                         *CURRENT SURVEY CONTROL
 DL1135  ___________________________________________________________________
 DL1135* NAD 83(1986)-  33 14 49.     (N)    093 43 22.     (W)     SCALED    
 DL1135* NAVD 88     -        66.837  (meters)     219.28   (feet)  ADJUSTED  
 DL1135  ___________________________________________________________________
 DL1135  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DL1135  DYNAMIC HT  -          66.764 (meters)     219.04  (feet)  COMP
 DL1135  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 DL1135
 DL1135  VERT ORDER  -  FIRST     CLASS I
 DL1135
 DL1135.The horizontal coordinates were scaled from a topographic map and have
 DL1135.an estimated accuracy of +/- 6 seconds.
 DL1135
 DL1135.The orthometric height was determined by differential leveling
 DL1135.and adjusted by the National Geodetic Survey in June 1991..
 DL1135
 DL1135.The geoid height was determined by GEOID03.
 DL1135
 DL1135.The dynamic height is computed by dividing the NAVD 88
 DL1135.geopotential number by the normal gravity value computed on the
 DL1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1135.degrees latitude (g = 980.6199 gals.).
 DL1135
 DL1135.The modeled gravity was interpolated from observed gravity values.
 DL1135
 DL1135;                    North         East    Units  Estimated Accuracy
 DL1135;SPC AR S     -   465,710.      239,460.      MT  (+/- 180 meters Scaled)
 DL1135
 DL1135                          SUPERSEDED SURVEY CONTROL
 DL1135
 DL1135  NGVD 29 (??/??/??)   66.865  (m)          219.37   (f) ADJUSTED    1 1
 DL1135
 DL1135.Superseded values are not recommended for survey control.
 DL1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1135.See file dsdata.txt to determine how the superseded data were derived.
 DL1135
 DL1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS326788(NAD 83)
 DL1135_MARKER: DB = BENCH MARK DISK
 DL1135_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1135+WITH SETTING: INTO GROUND
 DL1135_SP_SET: METAL ROD WITH BASE PLATE
 DL1135_STAMPING: P 258 1977
 DL1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1135+STABILITY: SURFACE MOTION
 DL1135
 DL1135  HISTORY     - Date     Condition        Report By
 DL1135  HISTORY     - 1977     MONUMENTED       NGS
 DL1135
 DL1135                          STATION DESCRIPTION
 DL1135
 DL1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1135'12.9 MI SE FROM GARLAND.
 DL1135'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1135'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1135'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1135'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO A
 DL1135'T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG A GRAVEL
 DL1135'ROAD TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG GRAVEL ROAD
 DL1135'TO A T JUNCTION, THENCE 2.3 MILES EAST AND SOUTHEASTERLY ALONG
 DL1135'A GRAVEL ROAD, SET IN A FENCE CORNER AT TOE OF LEVEE AND FENCE
 DL1135'CROSSING LEVEE, 59 FEET WEST OF THE CENTER OF A GATE AT TOP OF
 DL1135'LEVEE, 19 FEET NORTHEAST OF THE CENTER OF ROAD, AND 3 FEET
 DL1135'SOUTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1105 ***********************************************************************
 DL1105  DESIGNATION -  P 259
 DL1105  PID         -  DL1105
 DL1105  STATE/COUNTY-  AR/MILLER
 DL1105  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1105
 DL1105                         *CURRENT SURVEY CONTROL
 DL1105  ___________________________________________________________________
 DL1105* NAD 83(1986)-  33 05 14.     (N)    093 52 02.     (W)     SCALED    
 DL1105* NAVD 88     -        98.523  (meters)     323.24   (feet)  ADJUSTED  
 DL1105  ___________________________________________________________________
 DL1105  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL1105  DYNAMIC HT  -          98.415 (meters)     322.88  (feet)  COMP
 DL1105  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 DL1105
 DL1105  VERT ORDER  -  FIRST     CLASS I
 DL1105
 DL1105.The horizontal coordinates were scaled from a topographic map and have
 DL1105.an estimated accuracy of +/- 6 seconds.
 DL1105
 DL1105.The orthometric height was determined by differential leveling
 DL1105.and adjusted by the National Geodetic Survey in June 1991..
 DL1105
 DL1105.The geoid height was determined by GEOID03.
 DL1105
 DL1105.The dynamic height is computed by dividing the NAVD 88
 DL1105.geopotential number by the normal gravity value computed on the
 DL1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1105.degrees latitude (g = 980.6199 gals.).
 DL1105
 DL1105.The modeled gravity was interpolated from observed gravity values.
 DL1105
 DL1105;                    North         East    Units  Estimated Accuracy
 DL1105;SPC AR S     -   448,240.      225,670.      MT  (+/- 180 meters Scaled)
 DL1105
 DL1105                          SUPERSEDED SURVEY CONTROL
 DL1105
 DL1105  NGVD 29 (??/??/??)   98.558  (m)          323.35   (f) ADJUSTED    1 1
 DL1105
 DL1105.Superseded values are not recommended for survey control.
 DL1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1105.See file dsdata.txt to determine how the superseded data were derived.
 DL1105
 DL1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS190612(NAD 83)
 DL1105_MARKER: DB = BENCH MARK DISK
 DL1105_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1105_SP_SET: COPPER-CLAD STEEL ROD
 DL1105_STAMPING: P 259 1977
 DL1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1105
 DL1105  HISTORY     - Date     Condition        Report By
 DL1105  HISTORY     - 1977     MONUMENTED       NGS
 DL1105
 DL1105                          STATION DESCRIPTION
 DL1105
 DL1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1105'2.3 MI SE FROM DODDRIDGE.
 DL1105'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1105'U.S. HIGHWAY 71 AT DODDRIDGE TO A FORK, THENCE 0.2 MILE SOUTH
 DL1105'TO A FORK, 114 FEET SOUTHWEST OF THE CENTER OF Y JUNCTION, 34
 DL1105'FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 16 FEET WEST OF
 DL1105'A POWER POLE WITH 2 GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0057 ***********************************************************************
 GG0057  DESIGNATION -  P 26
 GG0057  PID         -  GG0057
 GG0057  STATE/COUNTY-  AR/BENTON
 GG0057  USGS QUAD   -  PEA RIDGE (1981)
 GG0057
 GG0057                         *CURRENT SURVEY CONTROL
 GG0057  ___________________________________________________________________
 GG0057* NAD 83(1986)-  36 24 04.     (N)    094 04 18.     (W)     SCALED    
 GG0057* NAVD 88     -       413.969  (meters)    1358.16   (feet)  ADJUSTED  
 GG0057  ___________________________________________________________________
 GG0057  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GG0057  DYNAMIC HT  -         413.605 (meters)    1356.97  (feet)  COMP
 GG0057  MODELED GRAV-     979,739.8   (mgal)                       NAVD 88
 GG0057
 GG0057  VERT ORDER  -  FIRST     CLASS II
 GG0057
 GG0057.The horizontal coordinates were scaled from a topographic map and have
 GG0057.an estimated accuracy of +/- 6 seconds.
 GG0057
 GG0057.The orthometric height was determined by differential leveling
 GG0057.and adjusted by the National Geodetic Survey in June 1991..
 GG0057
 GG0057.The geoid height was determined by GEOID03.
 GG0057
 GG0057.The dynamic height is computed by dividing the NAVD 88
 GG0057.geopotential number by the normal gravity value computed on the
 GG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0057.degrees latitude (g = 980.6199 gals.).
 GG0057
 GG0057.The modeled gravity was interpolated from observed gravity values.
 GG0057
 GG0057;                    North         East    Units  Estimated Accuracy
 GG0057;SPC AR N     -   231,370.      214,170.      MT  (+/- 180 meters Scaled)
 GG0057
 GG0057                          SUPERSEDED SURVEY CONTROL
 GG0057
 GG0057  NGVD 29 (??/??/92)  413.825  (m)         1357.69   (f) ADJ UNCH    1 2
 GG0057
 GG0057.Superseded values are not recommended for survey control.
 GG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0057.See file dsdata.txt to determine how the superseded data were derived.
 GG0057
 GG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA039289(NAD 83)
 GG0057_MARKER: DB = BENCH MARK DISK
 GG0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0057_STAMPING: 1357.691 P 26 1932
 GG0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0057+STABILITY: SURFACE MOTION
 GG0057
 GG0057  HISTORY     - Date     Condition        Report By
 GG0057  HISTORY     - 1932     MONUMENTED       CGS
 GG0057  HISTORY     - 1961     GOOD             NGS
 GG0057  HISTORY     - 1987     POOR             USPSQD
 GG0057  HISTORY     - 1987     POOR             USPSQD
 GG0057  HISTORY     - 1987     POOR             USPSQD
 GG0057  HISTORY     - 1988     GOOD             USPSQD
 GG0057  HISTORY     - 1988     POOR             USPSQD
 GG0057  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0057
 GG0057                          STATION DESCRIPTION
 GG0057
 GG0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0057'AT AVOCA.
 GG0057'AT AVOCA, BENTON COUNTY, 50 FEET SOUTH OF THE ST. LOUIS-SAN
 GG0057'FRANCISCO RAILWAY STATION, 6 POLES SOUTH OF MILEPOST 327, 60
 GG0057'FEET NORTH OF A ROAD CROSSING, AND 40 FEET EAST OF THE TRACK.
 GG0057'A STANDARD DISK, STAMPED 1357.691 P 26 1932 AND SET IN THE
 GG0057'TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD STATION HAS BEEN
 GG0057'ABANDONED.
 GG0057
 GG0057                          STATION RECOVERY (1987)
 GG0057
 GG0057'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0057'MARK RECOVERED IN POOR CONDITION.
 GG0057
 GG0057                          STATION RECOVERY (1987)
 GG0057
 GG0057'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0057'MARK RECOVERED IN POOR CONDITION.
 GG0057
 GG0057                          STATION RECOVERY (1987)
 GG0057
 GG0057'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0057'MARK RECOVERED IN POOR CONDITION.
 GG0057
 GG0057                          STATION RECOVERY (1988)
 GG0057
 GG0057'RECOVERY NOTE BY US POWER SQUADRON 1988 (JF)
 GG0057'RECOVERED IN GOOD CONDITION.
 GG0057
 GG0057                          STATION RECOVERY (1988)
 GG0057
 GG0057'RECOVERY NOTE BY US POWER SQUADRON 1988 (VWK)
 GG0057'MARK RECOVERED IN POOR CONDITION.
 GG0057
 GG0057                          STATION RECOVERY (1989)
 GG0057
 GG0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0057'THERE HAS BEEN GRADING AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1165 ***********************************************************************
 DL1165  DESIGNATION -  P 260
 DL1165  PID         -  DL1165
 DL1165  STATE/COUNTY-  AR/MILLER
 DL1165  USGS QUAD   -  FULTON (1975)
 DL1165
 DL1165                         *CURRENT SURVEY CONTROL
 DL1165  ___________________________________________________________________
 DL1165* NAD 83(1986)-  33 31 05.     (N)    093 45 43.     (W)     SCALED    
 DL1165* NAVD 88     -        75.528  (meters)     247.79   (feet)  ADJUSTED  
 DL1165  ___________________________________________________________________
 DL1165  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DL1165  DYNAMIC HT  -          75.448 (meters)     247.53  (feet)  COMP
 DL1165  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DL1165
 DL1165  VERT ORDER  -  FIRST     CLASS I
 DL1165
 DL1165.The horizontal coordinates were scaled from a topographic map and have
 DL1165.an estimated accuracy of +/- 6 seconds.
 DL1165
 DL1165.The orthometric height was determined by differential leveling
 DL1165.and adjusted by the National Geodetic Survey in June 1991..
 DL1165
 DL1165.The geoid height was determined by GEOID03.
 DL1165
 DL1165.The dynamic height is computed by dividing the NAVD 88
 DL1165.geopotential number by the normal gravity value computed on the
 DL1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1165.degrees latitude (g = 980.6199 gals.).
 DL1165
 DL1165.The modeled gravity was interpolated from observed gravity values.
 DL1165
 DL1165;                    North         East    Units  Estimated Accuracy
 DL1165;SPC AR S     -   495,840.      236,320.      MT  (+/- 180 meters Scaled)
 DL1165
 DL1165                          SUPERSEDED SURVEY CONTROL
 DL1165
 DL1165  NGVD 29 (??/??/??)   75.543  (m)          247.84   (f) ADJUSTED    1 1
 DL1165
 DL1165.Superseded values are not recommended for survey control.
 DL1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1165.See file dsdata.txt to determine how the superseded data were derived.
 DL1165
 DL1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT292089(NAD 83)
 DL1165_MARKER: DB = BENCH MARK DISK
 DL1165_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1165+WITH SETTING: INTO GROUND
 DL1165_SP_SET: METAL ROD WITH BASE PLATE
 DL1165_STAMPING: P 260 1977
 DL1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1165+STABILITY: SURFACE MOTION
 DL1165
 DL1165  HISTORY     - Date     Condition        Report By
 DL1165  HISTORY     - 1977     MONUMENTED       NGS
 DL1165
 DL1165                          STATION DESCRIPTION
 DL1165
 DL1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1165'9.1 MI NORTH FROM BECK.
 DL1165'1.3 MILES NORTH ON STATE HIGHWAY 296 FROM THE JUNCTION OF US
 DL1165'HIGHWAY 82, THENCE 7.8 MILES NORTH ALONG THE TOP OF THE LEVEE TO
 DL1165'A CROSS FENCE AND A GATE AT THE TOP OF THE LEVEE, 33 FEET SOUTHWEST
 DL1165'OF THE CENTER OF THE METAL GATE ON TOP OF THE LEVEE, 2 FEET NORTHEAST
 DL1165'OF THE FENCE CROSSING THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1034 ***********************************************************************
 DM1034  DESIGNATION -  P 261
 DM1034  PID         -  DM1034
 DM1034  STATE/COUNTY-  AR/MILLER
 DM1034  USGS QUAD   -  OGDEN (1975)
 DM1034
 DM1034                         *CURRENT SURVEY CONTROL
 DM1034  ___________________________________________________________________
 DM1034* NAD 83(1986)-  33 32 49.     (N)    094 02 28.     (W)     SCALED    
 DM1034* NAVD 88     -        83.532  (meters)     274.05   (feet)  ADJUSTED  
 DM1034  ___________________________________________________________________
 DM1034  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1034  DYNAMIC HT  -          83.444 (meters)     273.77  (feet)  COMP
 DM1034  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 DM1034
 DM1034  VERT ORDER  -  FIRST     CLASS I
 DM1034
 DM1034.The horizontal coordinates were scaled from a topographic map and have
 DM1034.an estimated accuracy of +/- 6 seconds.
 DM1034
 DM1034.The orthometric height was determined by differential leveling
 DM1034.and adjusted by the National Geodetic Survey in June 1991..
 DM1034
 DM1034.The geoid height was determined by GEOID03.
 DM1034
 DM1034.The dynamic height is computed by dividing the NAVD 88
 DM1034.geopotential number by the normal gravity value computed on the
 DM1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1034.degrees latitude (g = 980.6199 gals.).
 DM1034
 DM1034.The modeled gravity was interpolated from observed gravity values.
 DM1034
 DM1034;                    North         East    Units  Estimated Accuracy
 DM1034;SPC AR S     -   499,520.      210,460.      MT  (+/- 180 meters Scaled)
 DM1034
 DM1034                          SUPERSEDED SURVEY CONTROL
 DM1034
 DM1034  NGVD 29 (??/??/??)   83.549  (m)          274.11   (f) ADJUSTED    1 1
 DM1034
 DM1034.Superseded values are not recommended for survey control.
 DM1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1034.See file dsdata.txt to determine how the superseded data were derived.
 DM1034
 DM1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT033124(NAD 83)
 DM1034_MARKER: DB = BENCH MARK DISK
 DM1034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM1034_SP_SET: COPPER-CLAD STEEL ROD
 DM1034_STAMPING: P 261 1977
 DM1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1034
 DM1034  HISTORY     - Date     Condition        Report By
 DM1034  HISTORY     - 1977     MONUMENTED       NGS
 DM1034  HISTORY     - 19971025 GOOD             USPSQD
 DM1034
 DM1034                          STATION DESCRIPTION
 DM1034
 DM1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DM1034'IN INDEX.
 DM1034'AT INDEX, ABOUT 0.30 MILE SOUTH OF THE RED RIVER, NEAR THE COX
 DM1034'PACAGE STORE, 182 FEET EAST OF THE CENTER LINE OF US HIGHWAY 71
 DM1034'AND 59, 46 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PACAGE
 DM1034'STORE, 4 FEET NORTH OF A LIGHT POLE, 6 FEET NORTHWEST OF A FENCE
 DM1034'CORNER.
 DM1034
 DM1034                          STATION RECOVERY (1997)
 DM1034
 DM1034'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0048 ***********************************************************************
 GF0048  DESIGNATION -  P 27
 GF0048  PID         -  GF0048
 GF0048  STATE/COUNTY-  AR/BAXTER
 GF0048  USGS QUAD   -  BUFFALO CITY (1966)
 GF0048
 GF0048                         *CURRENT SURVEY CONTROL
 GF0048  ___________________________________________________________________
 GF0048* NAD 83(1986)-  36 11 30.     (N)    092 24 23.     (W)     SCALED    
 GF0048* NAVD 88     -       124.523  (meters)     408.54   (feet)  ADJUSTED  
 GF0048  ___________________________________________________________________
 GF0048  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GF0048  DYNAMIC HT  -         124.416 (meters)     408.19  (feet)  COMP
 GF0048  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GF0048
 GF0048  VERT ORDER  -  SECOND    CLASS 0
 GF0048
 GF0048.The horizontal coordinates were scaled from a topographic map and have
 GF0048.an estimated accuracy of +/- 6 seconds.
 GF0048
 GF0048.The orthometric height was determined by differential leveling
 GF0048.and adjusted by the National Geodetic Survey in June 1991..
 GF0048
 GF0048.The geoid height was determined by GEOID03.
 GF0048
 GF0048.The dynamic height is computed by dividing the NAVD 88
 GF0048.geopotential number by the normal gravity value computed on the
 GF0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0048.degrees latitude (g = 980.6199 gals.).
 GF0048
 GF0048.The modeled gravity was interpolated from observed gravity values.
 GF0048
 GF0048;                    North         East    Units  Estimated Accuracy
 GF0048;SPC AR N     -   206,250.      363,450.      MT  (+/- 180 meters Scaled)
 GF0048
 GF0048                          SUPERSEDED SURVEY CONTROL
 GF0048
 GF0048  NGVD 29 (??/??/92)  124.416  (m)          408.19   (f) ADJ UNCH    2 0
 GF0048
 GF0048.Superseded values are not recommended for survey control.
 GF0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0048.See file dsdata.txt to determine how the superseded data were derived.
 GF0048
 GF0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA533053(NAD 83)
 GF0048_MARKER: DB = BENCH MARK DISK
 GF0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0048_STAMPING: P 27 1934
 GF0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0048+STABILITY: SURFACE MOTION
 GF0048
 GF0048  HISTORY     - Date     Condition        Report By
 GF0048  HISTORY     - 1934     MONUMENTED       CGS
 GF0048
 GF0048                          STATION DESCRIPTION
 GF0048
 GF0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0048'2.7 MI E FROM BUFFALO.
 GF0048'70 FEET NORTHEAST OF WAGON ROAD CROSSING RAILROAD, 18 FEET
 GF0048'SOUTHEAST OF GATE TO PASTURE, 15 FEET SOUTH OF NORTH RIGHT OF WAY
 GF0048'FENCE, 27 FEET NORTH OF CENTERLINE OF MISSOURI PACIFIC RAILROAD,
 GF0048'3 1/2 FEET WEST OF MILEPOLE 367, ABOUT 6 FEET BELOW LEVEL OF
 GF0048'RAILROAD TRACKS.  CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0006 ***********************************************************************
 FH0006  DESIGNATION -  P 27
 FH0006  PID         -  FH0006
 FH0006  STATE/COUNTY-  AR/WASHINGTON
 FH0006  USGS QUAD   -  WEST FORK (1994)
 FH0006
 FH0006                         *CURRENT SURVEY CONTROL
 FH0006  ___________________________________________________________________
 FH0006* NAD 83(1986)-  35 53 46.     (N)    094 10 49.     (W)     SCALED    
 FH0006* NAVD 88     -       411.801  (meters)    1351.05   (feet)  ADJUSTED  
 FH0006  ___________________________________________________________________
 FH0006  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FH0006  DYNAMIC HT  -         411.421 (meters)    1349.80  (feet)  COMP
 FH0006  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 FH0006
 FH0006  VERT ORDER  -  FIRST     CLASS II
 FH0006
 FH0006.The horizontal coordinates were scaled from a topographic map and have
 FH0006.an estimated accuracy of +/- 6 seconds.
 FH0006
 FH0006.The orthometric height was determined by differential leveling
 FH0006.and adjusted by the National Geodetic Survey in June 1991..
 FH0006
 FH0006.The geoid height was determined by GEOID03.
 FH0006
 FH0006.The dynamic height is computed by dividing the NAVD 88
 FH0006.geopotential number by the normal gravity value computed on the
 FH0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0006.degrees latitude (g = 980.6199 gals.).
 FH0006
 FH0006.The modeled gravity was interpolated from observed gravity values.
 FH0006
 FH0006;                    North         East    Units  Estimated Accuracy
 FH0006;SPC AR N     -   175,560.      203,190.      MT  (+/- 180 meters Scaled)
 FH0006
 FH0006                          SUPERSEDED SURVEY CONTROL
 FH0006
 FH0006  NGVD 29 (??/??/92)  411.643  (m)         1350.53   (f) ADJ UNCH    1 2
 FH0006
 FH0006.Superseded values are not recommended for survey control.
 FH0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0006.See file dsdata.txt to determine how the superseded data were derived.
 FH0006
 FH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV934730(NAD 83)
 FH0006_MARKER: DB = BENCH MARK DISK
 FH0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0006_STAMPING: 1350.532 P 277 1932
 FH0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0006+STABILITY: SURFACE MOTION
 FH0006
 FH0006  HISTORY     - Date     Condition        Report By
 FH0006  HISTORY     - 1932     MONUMENTED       CGS
 FH0006  HISTORY     - 1960     GOOD             NGS
 FH0006  HISTORY     - 1987     GOOD             USPSQD
 FH0006
 FH0006                          STATION DESCRIPTION
 FH0006
 FH0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0006'0.8 MI N FROM WOOLSEY.
 FH0006'0.8 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0006'WOOLSEY, WASHINGTON COUNTY, JUST EAST OF POLE 365+3, 30 FEET
 FH0006'NORTH OF THE OLD ROAD CROSSING, AND 20 FEET EAST OF THE TRACK,
 FH0006'3 FEET EAST OF A NEW RIGHT-OF-WAY FENCE ALONG THE RAILROAD.
 FH0006'A STANDARD DISK, ERRONEOUSLY STAMPED 1350.532 P 277 1932 AND SET IN
 FH0006'THE TOP OF A CONCRETE POST.  NOTE-- THERE IS A STEEL GATE ON THE
 FH0006'WEST SIDE OF THE RAILROAD AT THIS POINT.
 FH0006
 FH0006                          STATION RECOVERY (1987)
 FH0006
 FH0006'RECOVERY NOTE BY US POWER SQUADRON 1987 (MF)
 FH0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0137 ***********************************************************************
 FH0137  DESIGNATION -  P 28
 FH0137  PID         -  FH0137
 FH0137  STATE/COUNTY-  AR/CRAWFORD
 FH0137  USGS QUAD   -  VAN BUREN (1997)
 FH0137
 FH0137                         *CURRENT SURVEY CONTROL
 FH0137  ___________________________________________________________________
 FH0137* NAD 83(1986)-  35 27 58.     (N)    094 19 18.     (W)     SCALED    
 FH0137* NAVD 88     -       145.718  (meters)     478.08   (feet)  ADJUSTED  
 FH0137  ___________________________________________________________________
 FH0137  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FH0137  DYNAMIC HT  -         145.581 (meters)     477.63  (feet)  COMP
 FH0137  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FH0137
 FH0137  VERT ORDER  -  FIRST     CLASS II
 FH0137
 FH0137.The horizontal coordinates were scaled from a topographic map and have
 FH0137.an estimated accuracy of +/- 6 seconds.
 FH0137
 FH0137.The orthometric height was determined by differential leveling
 FH0137.and adjusted by the National Geodetic Survey in June 1991..
 FH0137
 FH0137.The geoid height was determined by GEOID03.
 FH0137
 FH0137.The dynamic height is computed by dividing the NAVD 88
 FH0137.geopotential number by the normal gravity value computed on the
 FH0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0137.degrees latitude (g = 980.6199 gals.).
 FH0137
 FH0137.The modeled gravity was interpolated from observed gravity values.
 FH0137
 FH0137;                    North         East    Units  Estimated Accuracy
 FH0137;SPC AR N     -   128,160.      189,300.      MT  (+/- 180 meters Scaled)
 FH0137
 FH0137                          SUPERSEDED SURVEY CONTROL
 FH0137
 FH0137  NGVD 29 (??/??/92)  145.624  (m)          477.77   (f) ADJ UNCH    1 2
 FH0137
 FH0137.Superseded values are not recommended for survey control.
 FH0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0137.See file dsdata.txt to determine how the superseded data were derived.
 FH0137
 FH0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV800255(NAD 83)
 FH0137_MARKER: DB = BENCH MARK DISK
 FH0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0137_SP_SET: CONCRETE POST
 FH0137_STAMPING: P 28 1932 477.768
 FH0137_MARK LOGO: CGS   
 FH0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0137+STABILITY: SURFACE MOTION
 FH0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0137+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1989
 FH0137
 FH0137  HISTORY     - Date     Condition        Report By
 FH0137  HISTORY     - 1932     MONUMENTED       CGS
 FH0137  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0137  HISTORY     - 1987     GOOD             USPSQD
 FH0137  HISTORY     - 1989     GOOD             USPSQD
 FH0137  HISTORY     - 19891103 GOOD             NGS
 FH0137
 FH0137                          STATION DESCRIPTION
 FH0137
 FH0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0137'2.8 MI NE FROM VAN BUREN.
 FH0137'2.8 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0137'FROM VAN BUREN, CRAWFORD COUNTY, 9-1/2 POLES SOUTHWEST OF
 FH0137'MILEPOST 407, AND 40 FEET NORTHWEST OF THE TRACK.  A STANDARD
 FH0137'DISK, STAMPED 477.768 P 28 1932 AND SET IN THE TOP OF A CONCRETE
 FH0137'POST.
 FH0137
 FH0137                          STATION RECOVERY (1987)
 FH0137
 FH0137'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0137'RECOVERED IN GOOD CONDITION.
 FH0137
 FH0137                          STATION RECOVERY (1989)
 FH0137
 FH0137'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 FH0137'RECOVERED IN GOOD CONDITION.
 FH0137
 FH0137                          STATION RECOVERY (1989)
 FH0137
 FH0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0137'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.1 KM
 FH0137'(0.70 MI) NORTHEASTERLY ALONG RUDY ROAD FROM THE JUNCTION OF
 FH0137'INTERSTATE HIGHWAY 40 IN VAN BUREN, 44.6 M (146.3 FT) EAST OF THE
 FH0137'CENTER OF A METAL GATE, 32.6 M (107.0 FT) SOUTHEAST OF THE CENTER OF
 FH0137'THE ROAD, 13.8 M (45.3 FT) NORTHWEST OF THE NEAR RAIL OF THE ARKANSAS
 FH0137'AND MISSOURI RAILROAD, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE ROAD,
 FH0137'0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND IN A
 FH0137'CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 FH0137'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1618 ***********************************************************************
 EJ1618  DESIGNATION -  P 287
 EJ1618  PID         -  EJ1618
 EJ1618  STATE/COUNTY-  AR/PULASKI
 EJ1618  USGS QUAD   -  WOODSON (1987)
 EJ1618
 EJ1618                         *CURRENT SURVEY CONTROL
 EJ1618  ___________________________________________________________________
 EJ1618* NAD 83(1986)-  34 35 33.     (N)    092 12 57.     (W)     SCALED    
 EJ1618* NAVD 88     -        77.464  (meters)     254.15   (feet)  ADJUSTED  
 EJ1618  ___________________________________________________________________
 EJ1618  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EJ1618  DYNAMIC HT  -          77.390 (meters)     253.90  (feet)  COMP
 EJ1618  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 EJ1618
 EJ1618  VERT ORDER  -  FIRST     CLASS II
 EJ1618
 EJ1618.The horizontal coordinates were scaled from a topographic map and have
 EJ1618.an estimated accuracy of +/- 6 seconds.
 EJ1618
 EJ1618.The orthometric height was determined by differential leveling
 EJ1618.and adjusted by the National Geodetic Survey in June 1991..
 EJ1618
 EJ1618.The geoid height was determined by GEOID03.
 EJ1618
 EJ1618.The dynamic height is computed by dividing the NAVD 88
 EJ1618.geopotential number by the normal gravity value computed on the
 EJ1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1618.degrees latitude (g = 980.6199 gals.).
 EJ1618
 EJ1618.The modeled gravity was interpolated from observed gravity values.
 EJ1618
 EJ1618;                    North         East    Units  Estimated Accuracy
 EJ1618;SPC AR S     -   613,620.      380,200.      MT  (+/- 180 meters Scaled)
 EJ1618
 EJ1618                          SUPERSEDED SURVEY CONTROL
 EJ1618
 EJ1618.No superseded survey control is available for this station.
 EJ1618
 EJ1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU719281(NAD 83)
 EJ1618_MARKER: I = METAL ROD
 EJ1618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1618_SP_SET: STAINLESS STEEL ROD
 EJ1618_STAMPING: P 287 1984
 EJ1618_MARK LOGO: NGS   
 EJ1618_PROJECTION: FLUSH
 EJ1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1618_ROD/PIPE-DEPTH: 14.6 meters
 EJ1618
 EJ1618  HISTORY     - Date     Condition        Report By
 EJ1618  HISTORY     - 1984     MONUMENTED       NGS
 EJ1618  HISTORY     - 1988     GOOD             USPSQD
 EJ1618  HISTORY     - 1989     GOOD             USPSQD
 EJ1618  HISTORY     - 1989     GOOD             USPSQD
 EJ1618  HISTORY     - 1990     GOOD             USPSQD
 EJ1618  HISTORY     - 1990     GOOD             USPSQD
 EJ1618
 EJ1618                          STATION DESCRIPTION
 EJ1618
 EJ1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1618'1.0 KM (0.65 MI) SOUTH FROM WRIGHTSVILLE.
 EJ1618'1.0 KM (0.65 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1618'WRIGHTSVILLE AND STATE HIGHWAY 386 AT A FIELD ENTRANCE WEST,
 EJ1618'8.22 METERS (27.0 FT) WEST OF THE CENTER LINE OF THE HIGHWAY,
 EJ1618'14.47 METERS (47.5 FT) WEST AND ACROSS THE HIGHWAY FROM POWER LINE
 EJ1618'POLE NUMBER 208 189, 4.41 METERS (14.5 FT) SOUTH OF THE CENTER OF A
 EJ1618'WIRE GATE, 1.61 METERS (5.3 FT) SOUTHWEST OF A POWER LINE POLE GUY
 EJ1618'POLE, 1.09 METERS (3.6 FT) SOUTH-SOUTHEAST OF A GUY WIRE ANCHOR, AND
 EJ1618'0.27 METERS (0.9 FT) EAST OF A BARBWIRE FENCE.  NOTE THE DRIVING RATE
 EJ1618'EXCEEDED 0NE MINUTE PER FOOT, ROD ANCHORED.
 EJ1618'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EJ1618'THE MARK IS 0.76 M ABOVE HIGHWAY.
 EJ1618
 EJ1618                          STATION RECOVERY (1988)
 EJ1618
 EJ1618'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1618'RECOVERED IN GOOD CONDITION.
 EJ1618
 EJ1618                          STATION RECOVERY (1989)
 EJ1618
 EJ1618'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1618'RECOVERED IN GOOD CONDITION.
 EJ1618
 EJ1618                          STATION RECOVERY (1989)
 EJ1618
 EJ1618'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1618'RECOVERED IN GOOD CONDITION.
 EJ1618
 EJ1618                          STATION RECOVERY (1990)
 EJ1618
 EJ1618'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1618'RECOVERED IN GOOD CONDITION.
 EJ1618
 EJ1618                          STATION RECOVERY (1990)
 EJ1618
 EJ1618'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1653 ***********************************************************************
 EJ1653  DESIGNATION -  P 288
 EJ1653  PID         -  EJ1653
 EJ1653  STATE/COUNTY-  AR/JEFFERSON
 EJ1653  USGS QUAD   -  PINE BLUFF (1984)
 EJ1653
 EJ1653                         *CURRENT SURVEY CONTROL
 EJ1653  ___________________________________________________________________
 EJ1653* NAD 83(1986)-  34 14 35.     (N)    092 03 32.     (W)     SCALED    
 EJ1653* NAVD 88     -        71.718  (meters)     235.29   (feet)  ADJUSTED  
 EJ1653  ___________________________________________________________________
 EJ1653  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ1653  DYNAMIC HT  -          71.649 (meters)     235.07  (feet)  COMP
 EJ1653  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 EJ1653
 EJ1653  VERT ORDER  -  FIRST     CLASS II
 EJ1653
 EJ1653.The horizontal coordinates were scaled from a topographic map and have
 EJ1653.an estimated accuracy of +/- 6 seconds.
 EJ1653
 EJ1653.The orthometric height was determined by differential leveling
 EJ1653.and adjusted by the National Geodetic Survey in June 1991..
 EJ1653
 EJ1653.The geoid height was determined by GEOID03.
 EJ1653
 EJ1653.The dynamic height is computed by dividing the NAVD 88
 EJ1653.geopotential number by the normal gravity value computed on the
 EJ1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1653.degrees latitude (g = 980.6199 gals.).
 EJ1653
 EJ1653.The modeled gravity was interpolated from observed gravity values.
 EJ1653
 EJ1653;                    North         East    Units  Estimated Accuracy
 EJ1653;SPC AR S     -   574,840.      394,580.      MT  (+/- 180 meters Scaled)
 EJ1653
 EJ1653                          SUPERSEDED SURVEY CONTROL
 EJ1653
 EJ1653.No superseded survey control is available for this station.
 EJ1653
 EJ1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT866895(NAD 83)
 EJ1653_MARKER: I = METAL ROD
 EJ1653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1653_SP_SET: STAINLESS STEEL ROD
 EJ1653_STAMPING: P 288 1984
 EJ1653_MARK LOGO: NGS   
 EJ1653_PROJECTION: FLUSH
 EJ1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1653_ROD/PIPE-DEPTH: 9.75 meters
 EJ1653
 EJ1653  HISTORY     - Date     Condition        Report By
 EJ1653  HISTORY     - 1984     MONUMENTED       NGS
 EJ1653  HISTORY     - 1988     GOOD             USPSQD
 EJ1653  HISTORY     - 1989     GOOD             USPSQD
 EJ1653  HISTORY     - 1990     GOOD             USPSQD
 EJ1653
 EJ1653                          STATION DESCRIPTION
 EJ1653
 EJ1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1653'7.1 KM (4.45 MI) NW FROM PINE BLUFF.
 EJ1653'0.2 KM (0.1 MI) SOUTH ALONG STATE STREET FROM THE OLD UNION STATION
 EJ1653'(NOW THE UNION STATION RESTAURANT), THENCE 4.0 KM (2.5 MI) WEST ALONG
 EJ1653'BUSINESS U.S. HIGHWAY (5TH STREET), THENCE 2.9 KM (1.85 MI) NORTHWEST
 EJ1653'ALONG BUSINESS U.S. HIGHWAY AND STATE HIGHWAY 365, AT POWER LINE POLE
 EJ1653'BETWEEN BUSH AND LEE STREETS ON THE SOUTHWEST SIDE OF U.S. HIGHWAY
 EJ1653'365, 12.74 METERS (41.8 FT) SOUTH-SOUTHWEST OF THE CENTER LINE OF
 EJ1653'HIGHWAY 365, 42.91 METERS (140.8 FT) NORTH-NORTHEAST OF THE NORTHEAST
 EJ1653'LEG OF A METAL POWER LINE STRUCTURE, AND 0.70 METERS (2.3 FT)
 EJ1653'EAST-SOUTHEAST OF A POWER LINE POLE WITH A SECURITY LIGHT.
 EJ1653'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 EJ1653'THE MARK IS ABOVE LEVEL WITH HIGHWAY 365.
 EJ1653
 EJ1653                          STATION RECOVERY (1988)
 EJ1653
 EJ1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1653'RECOVERED IN GOOD CONDITION.
 EJ1653
 EJ1653                          STATION RECOVERY (1989)
 EJ1653
 EJ1653'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1653'RECOVERED IN GOOD CONDITION.
 EJ1653
 EJ1653                          STATION RECOVERY (1990)
 EJ1653
 EJ1653'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1735 ***********************************************************************
 DK1735  DESIGNATION -  P 289
 DK1735  PID         -  DK1735
 DK1735  STATE/COUNTY-  AR/DESHA
 DK1735  USGS QUAD   -  DUMAS (1969)
 DK1735
 DK1735                         *CURRENT SURVEY CONTROL
 DK1735  ___________________________________________________________________
 DK1735* NAD 83(1986)-  33 52 59.     (N)    091 29 00.     (W)     SCALED    
 DK1735* NAVD 88     -        49.480  (meters)     162.34   (feet)  ADJUSTED  
 DK1735  ___________________________________________________________________
 DK1735  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK1735  DYNAMIC HT  -          49.430 (meters)     162.17  (feet)  COMP
 DK1735  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DK1735
 DK1735  VERT ORDER  -  FIRST     CLASS II
 DK1735
 DK1735.The horizontal coordinates were scaled from a topographic map and have
 DK1735.an estimated accuracy of +/- 6 seconds.
 DK1735
 DK1735.The orthometric height was determined by differential leveling
 DK1735.and adjusted by the National Geodetic Survey in June 1991..
 DK1735
 DK1735.The geoid height was determined by GEOID03.
 DK1735
 DK1735.The dynamic height is computed by dividing the NAVD 88
 DK1735.geopotential number by the normal gravity value computed on the
 DK1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1735.degrees latitude (g = 980.6199 gals.).
 DK1735
 DK1735.The modeled gravity was interpolated from observed gravity values.
 DK1735
 DK1735;                    North         East    Units  Estimated Accuracy
 DK1735;SPC AR S     -   535,030.      447,790.      MT  (+/- 180 meters Scaled)
 DK1735
 DK1735                          SUPERSEDED SURVEY CONTROL
 DK1735
 DK1735.No superseded survey control is available for this station.
 DK1735
 DK1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT402502(NAD 83)
 DK1735_MARKER: I = METAL ROD
 DK1735_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK1735_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK1735_STAMPING: P 289 1984
 DK1735_MARK LOGO: NGS   
 DK1735_PROJECTION: FLUSH
 DK1735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK1735+STABILITY: POSITION/ELEVATION WELL
 DK1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1735+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2004
 DK1735_ROD/PIPE-DEPTH: 36.6 meters
 DK1735_SLEEVE-DEPTH  : 6.1 meters
 DK1735
 DK1735  HISTORY     - Date     Condition        Report By
 DK1735  HISTORY     - 1984     MONUMENTED       NGS
 DK1735  HISTORY     - 1988     GOOD             USPSQD
 DK1735  HISTORY     - 1989     GOOD             USPSQD
 DK1735  HISTORY     - 1990     GOOD             USPSQD
 DK1735  HISTORY     - 20040112 GOOD             USACE
 DK1735
 DK1735                          STATION DESCRIPTION
 DK1735
 DK1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1735'IN DUMAS.
 DK1735'IN DUMAS, AT THE JUNCTION OF U.S. HIGHWAY 65, U.S. HIGHWAY 165 EAST,
 DK1735'AND STATE HIGHWAY 54 WEST, ON THE PROPERTY OF THE DUMAS STATE BANK,
 DK1735'SET NEAR THE SOUTHEAST SIDE OF A BRICK PLANTER AND WELCOME TO DUMAS
 DK1735'SIGN, 26.6 METERS (87.1 FT) WEST-SOUTHWEST OF THE CENTER LINE OF U.S.
 DK1735'HIGHWAY 65, 25.3 METERS (82.9 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 DK1735'EDGE OF THE MEDIAN OF STATE HIGHWAY 54 WEST, 31.4 METERS (103.0 FT)
 DK1735'NORTH-NORTHWEST OF THE NORTH CORNER OF THE BANK, 1.4 METERS (4.7 FT)
 DK1735'EAST-SOUTHEAST OF THE SOUTHEAST FACE OF THE BRICK PLANTER WALL,
 DK1735'3.0 METERS (9.8 FT) NORTH OF A CONCRETE CURB OF THE BANK PARKING LOT,
 DK1735'3.9 METERS (12.9 FT) SOUTH-SOUTHWEST OF A METAL FLAGPOLE, 3.5 METERS
 DK1735'(11.6 FT) SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE BRICK
 DK1735'PLANTER, AND 4.1 METERS (13.6 FT) EAST-NORTHEAST OF THE SOUTH CORNER
 DK1735'OF THE BRICK PLANTER.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL.
 DK1735'THE MARK IS ABOVE LEVEL WITH BANK PARKING LOT.
 DK1735
 DK1735                          STATION RECOVERY (1988)
 DK1735
 DK1735'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1735'RECOVERED IN GOOD CONDITION.
 DK1735
 DK1735                          STATION RECOVERY (1989)
 DK1735
 DK1735'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1735'RECOVERED IN GOOD CONDITION.
 DK1735
 DK1735                          STATION RECOVERY (1990)
 DK1735
 DK1735'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1735'RECOVERED IN GOOD CONDITION.
 DK1735
 DK1735                          STATION RECOVERY (2004)
 DK1735
 DK1735'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK1735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1194 ***********************************************************************
 FG1194  DESIGNATION -  P 29
 FG1194  PID         -  FG1194
 FG1194  STATE/COUNTY-  AR/FRANKLIN
 FG1194  USGS QUAD   -  OZARK (1993)
 FG1194
 FG1194                         *CURRENT SURVEY CONTROL
 FG1194  ___________________________________________________________________
 FG1194* NAD 83(1986)-  35 29 09.     (N)    093 51 04.     (W)     SCALED    
 FG1194* NAVD 88     -       118.591  (meters)     389.08   (feet)  ADJUSTED  
 FG1194  ___________________________________________________________________
 FG1194  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FG1194  DYNAMIC HT  -         118.482 (meters)     388.72  (feet)  COMP
 FG1194  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 FG1194
 FG1194  VERT ORDER  -  FIRST     CLASS II
 FG1194
 FG1194.The horizontal coordinates were scaled from a topographic map and have
 FG1194.an estimated accuracy of +/- 6 seconds.
 FG1194
 FG1194.The orthometric height was determined by differential leveling
 FG1194.and adjusted by the National Geodetic Survey in June 1991..
 FG1194
 FG1194.The geoid height was determined by GEOID03.
 FG1194
 FG1194.The dynamic height is computed by dividing the NAVD 88
 FG1194.geopotential number by the normal gravity value computed on the
 FG1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1194.degrees latitude (g = 980.6199 gals.).
 FG1194
 FG1194.The modeled gravity was interpolated from observed gravity values.
 FG1194
 FG1194;                    North         East    Units  Estimated Accuracy
 FG1194;SPC AR N     -   129,440.      232,040.      MT  (+/- 180 meters Scaled)
 FG1194
 FG1194                          SUPERSEDED SURVEY CONTROL
 FG1194
 FG1194  NGVD 29 (??/??/92)  118.543  (m)          388.92   (f) ADJ UNCH    1 2
 FG1194
 FG1194.Superseded values are not recommended for survey control.
 FG1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1194.See file dsdata.txt to determine how the superseded data were derived.
 FG1194
 FG1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV227272(NAD 83)
 FG1194_MARKER: DB = BENCH MARK DISK
 FG1194_SETTING: 66 = SET IN ROCK OUTCROP
 FG1194_SP_SET: ROCK OUTCROP
 FG1194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1194+STABILITY: POSITION/ELEVATION WELL
 FG1194
 FG1194  HISTORY     - Date     Condition        Report By
 FG1194  HISTORY     - UNK      MONUMENTED       CGS
 FG1194  HISTORY     - 1932     GOOD             NGS
 FG1194  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1194
 FG1194                          STATION DESCRIPTION
 FG1194
 FG1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1194'1.4 MI W FROM OZARK.
 FG1194'ON THE M.P.R.R., MILE POLE NO 466/10 POLES, IN A TRIANGULAR SHAPE
 FG1194'OUTCROP OF ROCK, 10 FEET N. OF THE RAILROAD.
 FG1194
 FG1194                          STATION RECOVERY (1959)
 FG1194
 FG1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0057 ***********************************************************************
 GF0057  DESIGNATION -  P 29
 GF0057  PID         -  GF0057
 GF0057  STATE/COUNTY-  AR/BAXTER
 GF0057  USGS QUAD   -  NORFORK (1966)
 GF0057
 GF0057                         *CURRENT SURVEY CONTROL
 GF0057  ___________________________________________________________________
 GF0057* NAD 83(1986)-  36 09 57.     (N)    092 18 10.     (W)     SCALED    
 GF0057* NAVD 88     -       119.575  (meters)     392.31   (feet)  ADJUSTED  
 GF0057  ___________________________________________________________________
 GF0057  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0057  DYNAMIC HT  -         119.471 (meters)     391.96  (feet)  COMP
 GF0057  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GF0057
 GF0057  VERT ORDER  -  SECOND    CLASS 0
 GF0057
 GF0057.The horizontal coordinates were scaled from a topographic map and have
 GF0057.an estimated accuracy of +/- 6 seconds.
 GF0057
 GF0057.The orthometric height was determined by differential leveling
 GF0057.and adjusted by the National Geodetic Survey in June 1991..
 GF0057
 GF0057.The geoid height was determined by GEOID03.
 GF0057
 GF0057.The dynamic height is computed by dividing the NAVD 88
 GF0057.geopotential number by the normal gravity value computed on the
 GF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0057.degrees latitude (g = 980.6199 gals.).
 GF0057
 GF0057.The modeled gravity was interpolated from observed gravity values.
 GF0057
 GF0057;                    North         East    Units  Estimated Accuracy
 GF0057;SPC AR N     -   203,350.      372,760.      MT  (+/- 180 meters Scaled)
 GF0057
 GF0057                          SUPERSEDED SURVEY CONTROL
 GF0057
 GF0057  NGVD 29 (??/??/92)  119.470  (m)          391.96   (f) ADJ UNCH    2 0
 GF0057
 GF0057.Superseded values are not recommended for survey control.
 GF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0057.See file dsdata.txt to determine how the superseded data were derived.
 GF0057
 GF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA627025(NAD 83)
 GF0057_MARKER: DB = BENCH MARK DISK
 GF0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0057_STAMPING: P-29 1934
 GF0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0057+STABILITY: SURFACE MOTION
 GF0057
 GF0057  HISTORY     - Date     Condition        Report By
 GF0057  HISTORY     - 1934     MONUMENTED       CGS
 GF0057
 GF0057                          STATION DESCRIPTION
 GF0057
 GF0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0057'4 MI SE FROM NORFORK.
 GF0057'ABOUT 1 MILE WEST OF HERON SIDING, 56 FEET NORTHWEST OF POLE
 GF0057'353-11, 48 FEET NORTHEAST OF RAILROAD CENTERLINE, 51 FEET
 GF0057'SOUTHEAST OF CENTER OF GRADE CROSSING GATE AT NORTH SIDE OF
 GF0057'RAILROAD, 2 FEET SOUTHWEST OF R/W FENCE.  TABLET SET IN TOP OF
 GF0057'A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1672 ***********************************************************************
 EJ1672  DESIGNATION -  P 290
 EJ1672  PID         -  EJ1672
 EJ1672  STATE/COUNTY-  AR/PULASKI
 EJ1672  USGS QUAD   -  MAYFLOWER (1987)
 EJ1672
 EJ1672                         *CURRENT SURVEY CONTROL
 EJ1672  ___________________________________________________________________
 EJ1672* NAD 83(1986)-  34 53 07.     (N)    092 24 30.     (W)     SCALED    
 EJ1672* NAVD 88     -        92.231  (meters)     302.59   (feet)  ADJUSTED  
 EJ1672  ___________________________________________________________________
 EJ1672  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EJ1672  DYNAMIC HT  -          92.145 (meters)     302.31  (feet)  COMP
 EJ1672  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 EJ1672
 EJ1672  VERT ORDER  -  FIRST     CLASS II
 EJ1672
 EJ1672.The horizontal coordinates were scaled from a topographic map and have
 EJ1672.an estimated accuracy of +/- 6 seconds.
 EJ1672
 EJ1672.The orthometric height was determined by differential leveling
 EJ1672.and adjusted by the National Geodetic Survey in June 1991..
 EJ1672
 EJ1672.The geoid height was determined by GEOID03.
 EJ1672
 EJ1672.The dynamic height is computed by dividing the NAVD 88
 EJ1672.geopotential number by the normal gravity value computed on the
 EJ1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1672.degrees latitude (g = 980.6199 gals.).
 EJ1672
 EJ1672.The modeled gravity was interpolated from observed gravity values.
 EJ1672
 EJ1672;                    North         East    Units  Estimated Accuracy
 EJ1672;SPC AR S     -   646,160.      362,670.      MT  (+/- 180 meters Scaled)
 EJ1672
 EJ1672                          SUPERSEDED SURVEY CONTROL
 EJ1672
 EJ1672  NGVD 29 (06/07/95)   92.297  (m)          302.81   (f) ADJUSTED    1 2
 EJ1672
 EJ1672.Superseded values are not recommended for survey control.
 EJ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1672.See file dsdata.txt to determine how the superseded data were derived.
 EJ1672
 EJ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU540604(NAD 83)
 EJ1672_MARKER: I = METAL ROD
 EJ1672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1672_SP_SET: STAINLESS STEEL ROD
 EJ1672_STAMPING: P 290 1984
 EJ1672_MARK LOGO: NGS   
 EJ1672_PROJECTION: FLUSH
 EJ1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1672_ROD/PIPE-DEPTH: 3.05 meters
 EJ1672
 EJ1672  HISTORY     - Date     Condition        Report By
 EJ1672  HISTORY     - 1984     MONUMENTED       NGS
 EJ1672  HISTORY     - 1988     GOOD             USPSQD
 EJ1672  HISTORY     - 1989     GOOD             USPSQD
 EJ1672  HISTORY     - 1989     GOOD             USPSQD
 EJ1672  HISTORY     - 1990     GOOD             USPSQD
 EJ1672  HISTORY     - 1991     GOOD             USPSQD
 EJ1672  HISTORY     - 20030415 GOOD             ARHD
 EJ1672
 EJ1672                          STATION DESCRIPTION
 EJ1672
 EJ1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1672'2.7 KM (1.65 MI) WEST FROM MORGAN.
 EJ1672'2.7 KM (1.65 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 365 FROM THE
 EJ1672'UNDERPASS OF INTERSTATE 40 IN MORGAN TO A CROSSROAD AND THE MARK ON
 EJ1672'THE RIGHT, 16.34 METERS (53.6 FT) NORTH OF THE CENTERLINE OF THE
 EJ1672'HIGHWAY, 36.03 METERS (118.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 EJ1672'A LARGE ONE LEVEL CINDER BLOCK BUILDING, 23.53 METERS (77.2 FT) WEST
 EJ1672'OF THE APPROXIMATE CENTER OF AN ACCESS ROAD LEADING NORTH TO SOME
 EJ1672'HOUSES, 7.44 METERS (24.4 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER
 EJ1672'OF A 3 BY 9 FOOT METAL PLATE ON A CONCRETE FOUNDATION, AND 0.73 METERS
 EJ1672'(2.4 FT) SOUTH OF A POWERLINE POLE.  NOTE, THE ROD WAS DRIVEN TO
 EJ1672'REFUSAL.
 EJ1672'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 EJ1672'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1672
 EJ1672                          STATION RECOVERY (1988)
 EJ1672
 EJ1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1672'RECOVERED IN GOOD CONDITION.
 EJ1672
 EJ1672                          STATION RECOVERY (1989)
 EJ1672
 EJ1672'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ1672'RECOVERED IN GOOD CONDITION.
 EJ1672
 EJ1672                          STATION RECOVERY (1989)
 EJ1672
 EJ1672'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1672'RECOVERED IN GOOD CONDITION.
 EJ1672
 EJ1672                          STATION RECOVERY (1990)
 EJ1672
 EJ1672'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ1672'RECOVERED IN GOOD CONDITION.
 EJ1672
 EJ1672                          STATION RECOVERY (1991)
 EJ1672
 EJ1672'RECOVERY NOTE BY US POWER SQUADRON 1991 (JH)
 EJ1672'RECOVERED IN GOOD CONDITION.
 EJ1672
 EJ1672                          STATION RECOVERY (2003)
 EJ1672
 EJ1672'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1551 ***********************************************************************
 FG1551  DESIGNATION -  P 291
 FG1551  PID         -  FG1551
 FG1551  STATE/COUNTY-  AR/CONWAY
 FG1551  USGS QUAD   -  MENIFEE (1991)
 FG1551
 FG1551                         *CURRENT SURVEY CONTROL
 FG1551  ___________________________________________________________________
 FG1551* NAD 83(1997)-  35 09 11.47759(N)    092 35 11.28162(W)     ADJUSTED  
 FG1551* NAVD 88     -        91.411  (meters)     299.90   (feet)  ADJUSTED  
 FG1551  ___________________________________________________________________
 FG1551  X           -    -235,595.257 (meters)                     COMP
 FG1551  Y           -  -5,215,393.332 (meters)                     COMP
 FG1551  Z           -   3,651,811.684 (meters)                     COMP
 FG1551  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 FG1551  ELLIP HEIGHT-          63.10  (meters)          (09/24/01) GPS OBS
 FG1551  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FG1551  DYNAMIC HT  -          91.325 (meters)     299.62  (feet)  COMP
 FG1551  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FG1551
 FG1551  HORZ ORDER  -  FIRST
 FG1551  VERT ORDER  -  FIRST     CLASS II
 FG1551  ELLP ORDER  -  FOURTH    CLASS II
 FG1551
 FG1551.The horizontal coordinates were established by GPS observations
 FG1551.and adjusted by the National Geodetic Survey in September 1999..
 FG1551
 FG1551.The orthometric height was determined by differential leveling
 FG1551.and adjusted by the National Geodetic Survey in June 1991..
 FG1551
 FG1551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1551
 FG1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1551
 FG1551.The ellipsoidal height was determined by GPS observations
 FG1551.and is referenced to NAD 83.
 FG1551
 FG1551.The geoid height was determined by GEOID03.
 FG1551
 FG1551.The dynamic height is computed by dividing the NAVD 88
 FG1551.geopotential number by the normal gravity value computed on the
 FG1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1551.degrees latitude (g = 980.6199 gals.).
 FG1551
 FG1551.The modeled gravity was interpolated from observed gravity values.
 FG1551
 FG1551;                    North         East     Units Scale Factor Converg.
 FG1551;SPC AR N     -    91,115.123   346,564.695   MT  0.99996406   -0 20 28.6
 FG1551;SPC AR N     -   298,933.53  1,137,021.00   sFT  0.99996406   -0 20 28.6
 FG1551;UTM  15      - 3,890,109.532   537,665.209   MT  0.99961748   +0 14 17.2
 FG1551
 FG1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1551!SPC AR N     -   0.99999010  x   0.99996406  =   0.99995416
 FG1551!UTM  15      -   0.99999010  x   0.99961748  =   0.99960758
 FG1551
 FG1551                          SUPERSEDED SURVEY CONTROL
 FG1551
 FG1551  ELLIP H (09/14/99)   63.08   (m)                       GP(       ) 4 1
 FG1551  NAD 83(1986)-  35 09 11.49468(N)    092 35 11.27245(W) AD(       ) 1
 FG1551  NGVD 29 (06/07/95)   91.453  (m)          300.04   (f) ADJUSTED    1 2
 FG1551
 FG1551.Superseded values are not recommended for survey control.
 FG1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1551.See file dsdata.txt to determine how the superseded data were derived.
 FG1551
 FG1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3766590110(NAD 83)
 FG1551_MARKER: I = METAL ROD
 FG1551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1551_SP_SET: STAINLESS STEEL ROD
 FG1551_STAMPING: P 291 1984
 FG1551_MARK LOGO: NGS   
 FG1551_PROJECTION: RECESSED 2 CENTIMETERS
 FG1551_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1551+STABILITY: POSITION/ELEVATION WELL
 FG1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1551+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 FG1551_ROD/PIPE-DEPTH: 5.49 meters
 FG1551
 FG1551  HISTORY     - Date     Condition        Report By
 FG1551  HISTORY     - 1984     MONUMENTED       NGS
 FG1551  HISTORY     - 1987     GOOD             USPSQD
 FG1551  HISTORY     - 1988     GOOD             USPSQD
 FG1551  HISTORY     - 1989     GOOD             USPSQD
 FG1551  HISTORY     - 1989     GOOD             USPSQD
 FG1551  HISTORY     - 19890926 GOOD             NGS
 FG1551  HISTORY     - 19900420 GOOD
 FG1551  HISTORY     - 20040922 GOOD             NGS
 FG1551
 FG1551                          STATION DESCRIPTION
 FG1551
 FG1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1551'3.1 KM (1.9 MI) WEST FROM MENIFEE.
 FG1551'THE MARK IS 0.91 M ABOVE HIGHWAY.
 FG1551'3.1 KM (1.9 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1551'MENIFEE TO THE MARK ON THE RIGHT, 17.86 METERS (58.6 FT) NORTH OF THE
 FG1551'CENTERLINE OF THE HIGHWAY, 8.96 METERS (29.4 FT) NORTH-NORTHEAST OF
 FG1551'THE EAST END OF A PIPE CULVERT UNDER THE DRIVEWAY TO AN OLD ONE LEVEL
 FG1551'HOUSE, 4.97 METERS (16.3 FT) EAST OF THE APPROXIMATE CENTER OF THE
 FG1551'DRIVEWAY TO THE HOUSE, 0.70 METERS (2.3 FT) EAST OF THE END POST OF A
 FG1551'BARBWIRE FENCE, AND 0.43 METERS (1.4 FT) SOUTH OF A BARBWIRE FENCE.
 FG1551'NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FG1551'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FG1551
 FG1551                          STATION RECOVERY (1987)
 FG1551
 FG1551'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1551'RECOVERED IN GOOD CONDITION.
 FG1551
 FG1551                          STATION RECOVERY (1988)
 FG1551
 FG1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1551'RECOVERED IN GOOD CONDITION.
 FG1551
 FG1551                          STATION RECOVERY (1989)
 FG1551
 FG1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1551'RECOVERED IN GOOD CONDITION.
 FG1551
 FG1551                          STATION RECOVERY (1989)
 FG1551
 FG1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1551'RECOVERED IN GOOD CONDITION.
 FG1551
 FG1551                          STATION RECOVERY (1989)
 FG1551
 FG1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FG1551'STATION IS LOCATED ABOUT 5 KM (3.1 MI) EAST OF PLUMERVILLE, 3 KM
 FG1551'(1.9 MI) WEST OF MENIFEE, ON THE RIGHT-OF-WAY OF US HIGHWAY 64, IN
 FG1551'LIGHT WEEDS AT DIRT DRIVE TO A SMALL SHINGLE-COVERED FRAME HOUSE, ON
 FG1551'THE SOUTH EDGE OF SECTION 15, T 6 N, R 15 W. OWNERSHIP--ARKANSAS
 FG1551'HIGHWAY AND TRANSPORTATION DEPARTMENT.
 FG1551'TO REACH THE STATION FROM THE MENIFEE EXIT OF INTERSTATE HIGHWAY 40
 FG1551'(EXIT 117).  GO SOUTHWEST ON A PAVED ROAD FOR 0.53 KM (0.33 MI)  TO
 FG1551'ITS JUNCTION WITH U.S.HIGHWAY 64.  TURN RIGHT AND GO NORTHWEST ON
 FG1551'HIGHWAY 64 FOR 2.01 KM (1.25 MI) TO THE WEST ENTRANCE TO THE PINCREST
 FG1551'LUMBER YARD ON THE LEFT.  CONTINUE WEST ON HIGHWAY 64 FOR 0.90 KM
 FG1551'(0.56 MI) TO A DIRT DRIVE ON THE RIGHT LEADING TO A SMALL FRAME HOUSE
 FG1551'AND THE STATION ON THE RIGHT.
 FG1551'STATION MARK IS THE TOP CENTER OF A ROD, ENCASED IN A SLEEVE WITH AN
 FG1551'ACCESS COVER FLUSH WITH THE GROUND.  IT IS 18.0 M (59.1 FT) NORTH OF,
 FG1551'AND 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY CENTER, 5.0 M (16.4 FT)
 FG1551'EAST OF THE DIRT DRIVE CENTER, 1.1 M (3.6 FT) EAST OF A RAILROAD TIE
 FG1551'FENCE POST, 0.5 M (1.6 FT) WEST OF A FIBERGLASS WITNESS POST, AND 0.4
 FG1551'M (1.3 FT) SOUTH OF A WIRE FENCE.
 FG1551'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FG1551
 FG1551                          STATION RECOVERY (1990)
 FG1551
 FG1551'RECOVERED 1990
 FG1551'RECOVERED IN GOOD CONDITION.
 FG1551
 FG1551                          STATION RECOVERY (2004)
 FG1551
 FG1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG1551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1590 ***********************************************************************
 FG1590  DESIGNATION -  P 292
 FG1590  PID         -  FG1590
 FG1590  STATE/COUNTY-  AR/POPE
 FG1590  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1590
 FG1590                         *CURRENT SURVEY CONTROL
 FG1590  ___________________________________________________________________
 FG1590* NAD 83(1986)-  35 16 53.     (N)    093 08 42.     (W)     SCALED    
 FG1590* NAVD 88     -       104.537  (meters)     342.97   (feet)  ADJUSTED  
 FG1590  ___________________________________________________________________
 FG1590  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FG1590  DYNAMIC HT  -         104.438 (meters)     342.64  (feet)  COMP
 FG1590  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FG1590
 FG1590  VERT ORDER  -  FIRST     CLASS II
 FG1590
 FG1590.The horizontal coordinates were scaled from a topographic map and have
 FG1590.an estimated accuracy of +/- 6 seconds.
 FG1590
 FG1590.The orthometric height was determined by differential leveling
 FG1590.and adjusted by the National Geodetic Survey in June 1991..
 FG1590
 FG1590.The geoid height was determined by GEOID03.
 FG1590
 FG1590.The dynamic height is computed by dividing the NAVD 88
 FG1590.geopotential number by the normal gravity value computed on the
 FG1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1590.degrees latitude (g = 980.6199 gals.).
 FG1590
 FG1590.The modeled gravity was interpolated from observed gravity values.
 FG1590
 FG1590;                    North         East    Units  Estimated Accuracy
 FG1590;SPC AR N     -   105,780.      295,840.      MT  (+/- 180 meters Scaled)
 FG1590
 FG1590                          SUPERSEDED SURVEY CONTROL
 FG1590
 FG1590.No superseded survey control is available for this station.
 FG1590
 FG1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV868042(NAD 83)
 FG1590_MARKER: I = METAL ROD
 FG1590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1590+WITH SETTING: INFORMATION.
 FG1590_SP_SET: SHALLOW SET METAL ROD
 FG1590_STAMPING: P 292 1984
 FG1590_MARK LOGO: NGS   
 FG1590_PROJECTION: RECESSED 3 CENTIMETERS
 FG1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1590_ROD/PIPE-DEPTH: 2.43 meters
 FG1590
 FG1590  HISTORY     - Date     Condition        Report By
 FG1590  HISTORY     - 1984     MONUMENTED       NGS
 FG1590  HISTORY     - 1987     GOOD             USPSQD
 FG1590  HISTORY     - 1988     GOOD             USPSQD
 FG1590  HISTORY     - 1989     GOOD             USPSQD
 FG1590  HISTORY     - 1989     GOOD             USPSQD
 FG1590  HISTORY     - 20040520 MARK NOT FOUND   ARHD
 FG1590
 FG1590                          STATION DESCRIPTION
 FG1590
 FG1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1590'1.2 KM (0.75 MI) WEST FROM RUSSELLVILLE.
 FG1590'1.2 KM (0.75 MI) WEST ALONG U.S. HIGHWAY 64 (WEST MAIN STREET) FROM
 FG1590'THE COURTHOUSE IN RUSSELLVILLE, AT THE INTERSECTION OF NORTH MUSKOGEE
 FG1590'AVENUE, 7.83 METERS (25.7 FT) NORTH OF THE CENTER OF THE HIGHWAY,
 FG1590'6.24 METERS (20.5 FT) EAST OF THE CENTER OF NORTH MUSKOGEE AVENUE,
 FG1590'29.04 METERS (95.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRST
 FG1590'CHURCH OF THE NAZARENE, 15.66 METERS (51.4 FT) SOUTH SOUTHWEST OF THE
 FG1590'SOUTHWEST CORNER OF HOUSE NUMBER 1230, AND 0.79 METERS (2.6 FT) EAST
 FG1590'OF A POWERLINE POLE NUMBER 81023 WITH A STREET LIGHT.  NOTE,  ROD
 FG1590'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 FG1590'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 FG1590'THE MARK IS 0.20 M BELOW HIGHWAY.
 FG1590
 FG1590                          STATION RECOVERY (1987)
 FG1590
 FG1590'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1590'RECOVERED IN GOOD CONDITION.
 FG1590
 FG1590                          STATION RECOVERY (1988)
 FG1590
 FG1590'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1590'RECOVERED IN GOOD CONDITION.
 FG1590
 FG1590                          STATION RECOVERY (1989)
 FG1590
 FG1590'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1590'RECOVERED IN GOOD CONDITION.
 FG1590
 FG1590                          STATION RECOVERY (1989)
 FG1590
 FG1590'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1590'RECOVERED IN GOOD CONDITION.
 FG1590
 FG1590                          STATION RECOVERY (2004)
 FG1590
 FG1590'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1590'THE STREET HAS BEEN WIDENED ABOUT 10 YEARS AGO AND THE MARK WOULD HAVE
 FG1590'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1576 ***********************************************************************
 FG1576  DESIGNATION -  P 293
 FG1576  PID         -  FG1576
 FG1576  STATE/COUNTY-  AR/POPE
 FG1576  USGS QUAD   -  HOLLA BEND (1993)
 FG1576
 FG1576                         *CURRENT SURVEY CONTROL
 FG1576  ___________________________________________________________________
 FG1576* NAD 83(1986)-  35 14 55.     (N)    093 02 07.     (W)     SCALED    
 FG1576* NAVD 88     -       114.985  (meters)     377.25   (feet)  ADJUSTED  
 FG1576  ___________________________________________________________________
 FG1576  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FG1576  DYNAMIC HT  -         114.876 (meters)     376.89  (feet)  COMP
 FG1576  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 FG1576
 FG1576  VERT ORDER  -  FIRST     CLASS II
 FG1576
 FG1576.The horizontal coordinates were scaled from a topographic map and have
 FG1576.an estimated accuracy of +/- 6 seconds.
 FG1576
 FG1576.The orthometric height was determined by differential leveling
 FG1576.and adjusted by the National Geodetic Survey in June 1991..
 FG1576
 FG1576.The geoid height was determined by GEOID03.
 FG1576
 FG1576.The dynamic height is computed by dividing the NAVD 88
 FG1576.geopotential number by the normal gravity value computed on the
 FG1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1576.degrees latitude (g = 980.6199 gals.).
 FG1576
 FG1576.The modeled gravity was interpolated from observed gravity values.
 FG1576
 FG1576;                    North         East    Units  Estimated Accuracy
 FG1576;SPC AR N     -   102,040.      305,780.      MT  (+/- 180 meters Scaled)
 FG1576
 FG1576                          SUPERSEDED SURVEY CONTROL
 FG1576
 FG1576.No superseded survey control is available for this station.
 FG1576
 FG1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV967006(NAD 83)
 FG1576_MARKER: I = METAL ROD
 FG1576_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1576+WITH SETTING: INFORMATION.
 FG1576_SP_SET: SHALLOW SET METAL ROD
 FG1576_STAMPING: P 293 1984
 FG1576_MARK LOGO: NGS   
 FG1576_PROJECTION: RECESSED 3 CENTIMETERS
 FG1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1576_ROD/PIPE-DEPTH: 1.80 meters
 FG1576
 FG1576  HISTORY     - Date     Condition        Report By
 FG1576  HISTORY     - 1984     MONUMENTED       NGS
 FG1576  HISTORY     - 1987     GOOD             USPSQD
 FG1576  HISTORY     - 1988     GOOD             USPSQD
 FG1576  HISTORY     - 1989     GOOD             USPSQD
 FG1576  HISTORY     - 1989     GOOD             USPSQD
 FG1576
 FG1576                          STATION DESCRIPTION
 FG1576
 FG1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1576'9.6 KM (5.95 MI) WEST FROM ATKINS.
 FG1576'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1576'THENCE 9.4 KM (5.85 MI) WEST ALONG U.S. HIGHWAY 64 TO THE JUNCTION OF
 FG1576'STATE HIGHWAY 363 AND THE MARK ON THE RIGHT, 59.10 METERS (193.9 FT)
 FG1576'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, 17.04 METERS (55.9 FT)
 FG1576'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 363, 14.48 METERS
 FG1576'(47.5 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF THE ON RAMP FOR
 FG1576'INTERSTATE HIGHWAY 40 EASTBOUND, 1.40 METERS (4.6 FT) SOUTHEAST OF THE
 FG1576'END POST OF A WIRE MESH FENCE, AND 0.73 METERS (2.4 FT) NORTHEAST OF A
 FG1576'WIRE MESH FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1576'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 FG1576'THE MARK IS 0.91 M ABOVE HIGHWAY 363.
 FG1576
 FG1576                          STATION RECOVERY (1987)
 FG1576
 FG1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1576'RECOVERED IN GOOD CONDITION.
 FG1576
 FG1576                          STATION RECOVERY (1988)
 FG1576
 FG1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1576'RECOVERED IN GOOD CONDITION.
 FG1576
 FG1576                          STATION RECOVERY (1989)
 FG1576
 FG1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1576'RECOVERED IN GOOD CONDITION.
 FG1576
 FG1576                          STATION RECOVERY (1989)
 FG1576
 FG1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1613 ***********************************************************************
 FG1613  DESIGNATION -  P 294
 FG1613  PID         -  FG1613
 FG1613  STATE/COUNTY-  AR/JOHNSON
 FG1613  USGS QUAD   -  CLARKSVILLE (1993)
 FG1613
 FG1613                         *CURRENT SURVEY CONTROL
 FG1613  ___________________________________________________________________
 FG1613* NAD 83(1986)-  35 26 30.     (N)    093 23 16.     (W)     SCALED    
 FG1613* NAVD 88     -       135.824  (meters)     445.62   (feet)  ADJUSTED  
 FG1613  ___________________________________________________________________
 FG1613  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FG1613  DYNAMIC HT  -         135.698 (meters)     445.20  (feet)  COMP
 FG1613  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 FG1613
 FG1613  VERT ORDER  -  FIRST     CLASS II
 FG1613
 FG1613.The horizontal coordinates were scaled from a topographic map and have
 FG1613.an estimated accuracy of +/- 6 seconds.
 FG1613
 FG1613.The orthometric height was determined by differential leveling
 FG1613.and adjusted by the National Geodetic Survey in June 1991..
 FG1613
 FG1613.The geoid height was determined by GEOID03.
 FG1613
 FG1613.The dynamic height is computed by dividing the NAVD 88
 FG1613.geopotential number by the normal gravity value computed on the
 FG1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1613.degrees latitude (g = 980.6199 gals.).
 FG1613
 FG1613.The modeled gravity was interpolated from observed gravity values.
 FG1613
 FG1613;                    North         East    Units  Estimated Accuracy
 FG1613;SPC AR N     -   123,850.      274,010.      MT  (+/- 180 meters Scaled)
 FG1613
 FG1613                          SUPERSEDED SURVEY CONTROL
 FG1613
 FG1613.No superseded survey control is available for this station.
 FG1613
 FG1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV648220(NAD 83)
 FG1613_MARKER: I = METAL ROD
 FG1613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1613+WITH SETTING: INFORMATION.
 FG1613_SP_SET: SHALLOW SET METAL ROD
 FG1613_STAMPING: P 294 1984
 FG1613_MARK LOGO: NGS   
 FG1613_PROJECTION: FLUSH
 FG1613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1613+STABILITY: POSITION/ELEVATION WELL
 FG1613_ROD/PIPE-DEPTH: 2.65 meters
 FG1613
 FG1613  HISTORY     - Date     Condition        Report By
 FG1613  HISTORY     - 1984     MONUMENTED       NGS
 FG1613  HISTORY     - 1987     GOOD             USPSQD
 FG1613  HISTORY     - 1988     GOOD             USPSQD
 FG1613  HISTORY     - 1989     GOOD             USPSQD
 FG1613  HISTORY     - 1990     GOOD             USPSQD
 FG1613
 FG1613                          STATION DESCRIPTION
 FG1613
 FG1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1613'IN LAMAR.
 FG1613'IN LAMAR, LOCATED AT THE INTERSECTION OF CUMBERLAND STREET AND U.S.
 FG1613'HIGHWAY 64, 11.52 METERS (37.8 FT) NORTHEAST OF THE NORTH CORNER OF
 FG1613'THE POST OFFICE BUILDING, 12.71 METERS (41.7 FT) SOUTHWEST OF THE
 FG1613'CENTERLINE OF HIGHWAY 64, 2.59 METERS (8.5 FT) WEST-NORTHWEST OF A
 FG1613'POWERLINE POLE WITH A STREET LIGHT, 9.54 METERS (31.3 FT) SOUTHEAST OF
 FG1613'THE CENTER OF A DOUBLE CHAIN LINK GATE, 1.98 METERS (6.5 FT) NORTHWEST
 FG1613'OF A CHAIN LINK FENCE CORNER POST, AND 0.24 METERS (0.8 FT) NORTHEAST
 FG1613'OF A CHAIN LINK FENCE.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN
 FG1613'ROCK.
 FG1613'THE MARK IS 0.21 METERS  NE FROM A WITNESS POST.
 FG1613'THE MARK IS 0.4 M ABOVE HIGHWAY 64.
 FG1613
 FG1613                          STATION RECOVERY (1987)
 FG1613
 FG1613'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1613'RECOVERED IN GOOD CONDITION.
 FG1613
 FG1613                          STATION RECOVERY (1988)
 FG1613
 FG1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1613'RECOVERED IN GOOD CONDITION.
 FG1613
 FG1613                          STATION RECOVERY (1989)
 FG1613
 FG1613'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1613'RECOVERED IN GOOD CONDITION.
 FG1613
 FG1613                          STATION RECOVERY (1990)
 FG1613
 FG1613'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0772 ***********************************************************************
 FH0772  DESIGNATION -  P 295
 FH0772  PID         -  FH0772
 FH0772  STATE/COUNTY-  AR/SEBASTIAN
 FH0772  USGS QUAD   -  MULBERRY (1987)
 FH0772
 FH0772                         *CURRENT SURVEY CONTROL
 FH0772  ___________________________________________________________________
 FH0772* NAD 83(1986)-  35 25 57.     (N)    094 05 07.     (W)     SCALED    
 FH0772* NAVD 88     -       206.134  (meters)     676.29   (feet)  ADJUSTED  
 FH0772  ___________________________________________________________________
 FH0772  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FH0772  DYNAMIC HT  -         205.942 (meters)     675.66  (feet)  COMP
 FH0772  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 FH0772
 FH0772  VERT ORDER  -  FIRST     CLASS II
 FH0772
 FH0772.The horizontal coordinates were scaled from a topographic map and have
 FH0772.an estimated accuracy of +/- 6 seconds.
 FH0772
 FH0772.The orthometric height was determined by differential leveling
 FH0772.and adjusted by the National Geodetic Survey in June 1991..
 FH0772
 FH0772.The geoid height was determined by GEOID03.
 FH0772
 FH0772.The dynamic height is computed by dividing the NAVD 88
 FH0772.geopotential number by the normal gravity value computed on the
 FH0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0772.degrees latitude (g = 980.6199 gals.).
 FH0772
 FH0772.The modeled gravity was interpolated from observed gravity values.
 FH0772
 FH0772;                    North         East    Units  Estimated Accuracy
 FH0772;SPC AR N     -   123,950.      210,670.      MT  (+/- 180 meters Scaled)
 FH0772
 FH0772                          SUPERSEDED SURVEY CONTROL
 FH0772
 FH0772.No superseded survey control is available for this station.
 FH0772
 FH0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV014215(NAD 83)
 FH0772_MARKER: DB = BENCH MARK DISK
 FH0772_SETTING: 66 = SET IN ROCK OUTCROP
 FH0772_SP_SET: ROCK OUTCROP
 FH0772_STAMPING: P 295 1984
 FH0772_MARK LOGO: NGS   
 FH0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0772+STABILITY: POSITION/ELEVATION WELL
 FH0772
 FH0772  HISTORY     - Date     Condition        Report By
 FH0772  HISTORY     - 1984     MONUMENTED       NGS
 FH0772  HISTORY     - 1987     GOOD             USPSQD
 FH0772  HISTORY     - 1988     GOOD             USPSQD
 FH0772  HISTORY     - 1989     GOOD             USPSQD
 FH0772  HISTORY     - 1990     GOOD             USPSQD
 FH0772
 FH0772                          STATION DESCRIPTION
 FH0772
 FH0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0772'14.6 KM (9.1 MI) WEST FROM CECIL.
 FH0772'14.6 KM (9.1 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0772'CECIL TO THE MARK ON THE LEFT, 12.07 METERS (39.6 FT) SOUTH-SOUTHEAST
 FH0772'OF THE CENTERLINE OF HIGHWAY 96, AND 0.73 METERS (2.4 FT)
 FH0772'NORTH-NORTHWEST OF A FENCE.
 FH0772'THE MARK IS 0.52 METERS  E FROM A WITNESS POST.
 FH0772'THE MARK IS 0.30 M ABOVE HIGHWAY 96.
 FH0772
 FH0772                          STATION RECOVERY (1987)
 FH0772
 FH0772'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0772'RECOVERED IN GOOD CONDITION.
 FH0772
 FH0772                          STATION RECOVERY (1988)
 FH0772
 FH0772'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0772'RECOVERED IN GOOD CONDITION.
 FH0772
 FH0772                          STATION RECOVERY (1989)
 FH0772
 FH0772'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0772'RECOVERED IN GOOD CONDITION.
 FH0772
 FH0772                          STATION RECOVERY (1990)
 FH0772
 FH0772'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1642 ***********************************************************************
 FG1642  DESIGNATION -  P 296
 FG1642  PID         -  FG1642
 FG1642  STATE/COUNTY-  AR/FRANKLIN
 FG1642  USGS QUAD   -  OZARK (1993)
 FG1642
 FG1642                         *CURRENT SURVEY CONTROL
 FG1642  ___________________________________________________________________
 FG1642* NAD 83(1986)-  35 29 11.     (N)    093 49 17.     (W)     SCALED    
 FG1642* NAVD 88     -       114.955  (meters)     377.15   (feet)  ADJUSTED  
 FG1642  ___________________________________________________________________
 FG1642  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FG1642  DYNAMIC HT  -         114.850 (meters)     376.80  (feet)  COMP
 FG1642  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 FG1642
 FG1642  VERT ORDER  -  FIRST     CLASS II
 FG1642
 FG1642.The horizontal coordinates were scaled from a topographic map and have
 FG1642.an estimated accuracy of +/- 6 seconds.
 FG1642
 FG1642.The orthometric height was determined by differential leveling
 FG1642.and adjusted by the National Geodetic Survey in June 1991..
 FG1642
 FG1642.The geoid height was determined by GEOID03.
 FG1642
 FG1642.The dynamic height is computed by dividing the NAVD 88
 FG1642.geopotential number by the normal gravity value computed on the
 FG1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1642.degrees latitude (g = 980.6199 gals.).
 FG1642
 FG1642.The modeled gravity was interpolated from observed gravity values.
 FG1642
 FG1642;                    North         East    Units  Estimated Accuracy
 FG1642;SPC AR N     -   129,450.      234,740.      MT  (+/- 180 meters Scaled)
 FG1642
 FG1642                          SUPERSEDED SURVEY CONTROL
 FG1642
 FG1642.No superseded survey control is available for this station.
 FG1642
 FG1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV254272(NAD 83)
 FG1642_MARKER: I = METAL ROD
 FG1642_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1642+WITH SETTING: INFORMATION.
 FG1642_SP_SET: SHALLOW SET METAL ROD
 FG1642_STAMPING: P 296 1984
 FG1642_MARK LOGO: NGS   
 FG1642_PROJECTION: FLUSH
 FG1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1642_ROD/PIPE-DEPTH: 2.13 meters
 FG1642
 FG1642  HISTORY     - Date     Condition        Report By
 FG1642  HISTORY     - 1984     MONUMENTED       NGS
 FG1642  HISTORY     - 1988     GOOD             USPSQD
 FG1642  HISTORY     - 1989     GOOD             USPSQD
 FG1642  HISTORY     - 1990     GOOD             USPSQD
 FG1642
 FG1642                          STATION DESCRIPTION
 FG1642
 FG1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1642'IN OZARK.
 FG1642'IN OZARK, 0.2 KM (0.1 MI) SOUTH ALONG NORTH FIFTH STREET FROM THE POST
 FG1642'OFFICE, THENCE 0.6 KM (0.4 MI) EAST ALONG U.S. HIGHWAY 64 TO THE
 FG1642'CHAMBER OF COMMERCE BUILDING, THE MARK IS ON THE LEFT AT THE JUNCTION
 FG1642'OF NORTH BELL STREET, 13.08 METERS (42.9 FT) NORTH OF THE CENTERLINE
 FG1642'OF HIGHWAY 64, 43.74 METERS (143.5 FT) SOUTHWEST OF THE SOUTHWEST
 FG1642'CORNER OF THE CHAMBER OF COMMERCE BUILDING, 24.99 METERS (82.0 FT)
 FG1642'EAST OF THE APPROXIMATE CENTER OF NORTH BILL STREET, 4.27 METERS
 FG1642'(14.0 FT) WEST OF A WAR VETERAN MEMORIAL SIGN, AND 3.41 METERS
 FG1642'(11.2 FT) EAST OF THE SOUTH BRACE POST OF THE CHAMBER OF COMMERCE
 FG1642'SIGN.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1642'THE MARK IS 0.82 METERS  NW FROM A WITNESS POST.
 FG1642'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1642
 FG1642                          STATION RECOVERY (1988)
 FG1642
 FG1642'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1642'RECOVERED IN GOOD CONDITION.
 FG1642
 FG1642                          STATION RECOVERY (1989)
 FG1642
 FG1642'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1642'RECOVERED IN GOOD CONDITION.
 FG1642
 FG1642                          STATION RECOVERY (1990)
 FG1642
 FG1642'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0797 ***********************************************************************
 FH0797  DESIGNATION -  P 297
 FH0797  PID         -  FH0797
 FH0797  STATE/COUNTY-  AR/SEBASTIAN
 FH0797  USGS QUAD   -  BARLING (1987)
 FH0797
 FH0797                         *CURRENT SURVEY CONTROL
 FH0797  ___________________________________________________________________
 FH0797* NAD 83(1986)-  35 20 53.     (N)    094 20 28.     (W)     SCALED    
 FH0797* NAVD 88     -       130.106  (meters)     426.86   (feet)  ADJUSTED  
 FH0797  ___________________________________________________________________
 FH0797  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FH0797  DYNAMIC HT  -         129.983 (meters)     426.45  (feet)  COMP
 FH0797  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 FH0797
 FH0797  VERT ORDER  -  FIRST     CLASS II
 FH0797
 FH0797.The horizontal coordinates were scaled from a topographic map and have
 FH0797.an estimated accuracy of +/- 6 seconds.
 FH0797
 FH0797.The orthometric height was determined by differential leveling
 FH0797.and adjusted by the National Geodetic Survey in June 1991..
 FH0797
 FH0797.The geoid height was determined by GEOID03.
 FH0797
 FH0797.The dynamic height is computed by dividing the NAVD 88
 FH0797.geopotential number by the normal gravity value computed on the
 FH0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0797.degrees latitude (g = 980.6199 gals.).
 FH0797
 FH0797.The modeled gravity was interpolated from observed gravity values.
 FH0797
 FH0797;                    North         East    Units  Estimated Accuracy
 FH0797;SPC AR N     -   115,100.      187,230.      MT  (+/- 180 meters Scaled)
 FH0797
 FH0797                          SUPERSEDED SURVEY CONTROL
 FH0797
 FH0797.No superseded survey control is available for this station.
 FH0797
 FH0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV781124(NAD 83)
 FH0797_MARKER: I = METAL ROD
 FH0797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0797_SP_SET: STAINLESS STEEL ROD
 FH0797_STAMPING: P 297 1984
 FH0797_MARK LOGO: NGS   
 FH0797_PROJECTION: RECESSED 5 CENTIMETERS
 FH0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0797_ROD/PIPE-DEPTH: 6.71 meters
 FH0797
 FH0797  HISTORY     - Date     Condition        Report By
 FH0797  HISTORY     - 1984     MONUMENTED       NGS
 FH0797  HISTORY     - 1987     GOOD             USPSQD
 FH0797  HISTORY     - 1988     GOOD             USPSQD
 FH0797  HISTORY     - 1989     GOOD             USPSQD
 FH0797
 FH0797                          STATION DESCRIPTION
 FH0797
 FH0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0797'4.3 KM (2.7 MI) NW FROM BARLING.
 FH0797'4.3 KM (2.7 MI) NORTHWEST ALONG STATE ROUTE 22 FROM THE POST OFFICE IN
 FH0797'BARLING TO THE MASSARD UNITED METHODIST CHURCH AND THE MARK ON THE
 FH0797'LEFT, 17.07 METERS (56.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 FH0797'HIGHWAY 22, 5.33 METERS (17.5 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 FH0797'ENTRANCE TO THE CHURCH, 1.46 METERS (4.8 FT) SOUTH OF THE SOUTHEAST
 FH0797'END OF THE CHURCH SIGN, AND 1.40 METERS (4.6 FT) NORTH-NORTHEAST OF
 FH0797'THE NORTHEAST CORNER OF THE CHURCH.
 FH0797'THE MARK IS ABOVE LEVEL WITH HIGHWAY 22.
 FH0797
 FH0797                          STATION RECOVERY (1987)
 FH0797
 FH0797'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0797'RECOVERED IN GOOD CONDITION.
 FH0797
 FH0797                          STATION RECOVERY (1988)
 FH0797
 FH0797'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0797'RECOVERED IN GOOD CONDITION.
 FH0797
 FH0797                          STATION RECOVERY (1989)
 FH0797
 FH0797'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0819 ***********************************************************************
 FH0819  DESIGNATION -  P 298
 FH0819  PID         -  FH0819
 FH0819  STATE/COUNTY-  AR/SEBASTIAN
 FH0819  USGS QUAD   -  GREENWOOD (1987)
 FH0819
 FH0819                         *CURRENT SURVEY CONTROL
 FH0819  ___________________________________________________________________
 FH0819* NAD 83(1986)-  35 13 55.     (N)    094 19 08.     (W)     SCALED    
 FH0819* NAVD 88     -       167.687  (meters)     550.15   (feet)  ADJUSTED  
 FH0819  ___________________________________________________________________
 FH0819  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FH0819  DYNAMIC HT  -         167.525 (meters)     549.62  (feet)  COMP
 FH0819  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 FH0819
 FH0819  VERT ORDER  -  FIRST     CLASS II
 FH0819
 FH0819.The horizontal coordinates were scaled from a topographic map and have
 FH0819.an estimated accuracy of +/- 6 seconds.
 FH0819
 FH0819.The orthometric height was determined by differential leveling
 FH0819.and adjusted by the National Geodetic Survey in June 1991..
 FH0819
 FH0819.The geoid height was determined by GEOID03.
 FH0819
 FH0819.The dynamic height is computed by dividing the NAVD 88
 FH0819.geopotential number by the normal gravity value computed on the
 FH0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0819.degrees latitude (g = 980.6199 gals.).
 FH0819
 FH0819.The modeled gravity was interpolated from observed gravity values.
 FH0819
 FH0819;                    North         East    Units  Estimated Accuracy
 FH0819;SPC AR N     -   102,180.      188,940.      MT  (+/- 180 meters Scaled)
 FH0819
 FH0819                          SUPERSEDED SURVEY CONTROL
 FH0819
 FH0819.No superseded survey control is available for this station.
 FH0819
 FH0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU799995(NAD 83)
 FH0819_MARKER: DB = BENCH MARK DISK
 FH0819_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0819_SP_SET: BOX CULVERT HEADWALL
 FH0819_STAMPING: P 298 1985
 FH0819_MARK LOGO: NGS   
 FH0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0819
 FH0819  HISTORY     - Date     Condition        Report By
 FH0819  HISTORY     - 1985     MONUMENTED       NGS
 FH0819  HISTORY     - 1987     GOOD             USPSQD
 FH0819  HISTORY     - 1988     GOOD             USPSQD
 FH0819  HISTORY     - 1989     GOOD             USPSQD
 FH0819  HISTORY     - 1990     GOOD             USPSQD
 FH0819
 FH0819                          STATION DESCRIPTION
 FH0819
 FH0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0819'22.3 KM (13.8 MI) SOUTH FROM FORT SMITH.
 FH0819'22.3 KM (13.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 FH0819'U.S. HIGHWAY 64 IN FORT SMITH, 1.5 KM (0.9 MI) NORTH-NORTHWEST ALONG
 FH0819'U.S. HIGHWAY 71 FROM THE JUNCTION OF COUNTY ROAD 10S (SPUR ROAD
 FH0819'LEADING EAST TO GREENWOOD), SET IN TOP OF THE SOUTHEAST END OF THE
 FH0819'SOUTHWEST HEADWALL OF A 20-FEET DOUBLE BOX CULVERT UNDER HIGHWAY 71,
 FH0819'AND 12.2 METERS (40.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 FH0819'THE MARK IS 0.61 M BELOW HIGHWAY 71.
 FH0819
 FH0819                          STATION RECOVERY (1987)
 FH0819
 FH0819'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0819'RECOVERED IN GOOD CONDITION.
 FH0819
 FH0819                          STATION RECOVERY (1988)
 FH0819
 FH0819'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0819'RECOVERED IN GOOD CONDITION.
 FH0819
 FH0819                          STATION RECOVERY (1989)
 FH0819
 FH0819'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0819'RECOVERED IN GOOD CONDITION.
 FH0819
 FH0819                          STATION RECOVERY (1990)
 FH0819
 FH0819'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0676 ***********************************************************************
 EK0676  DESIGNATION -  P 299
 EK0676  PID         -  EK0676
 EK0676  STATE/COUNTY-  AR/SCOTT
 EK0676  USGS QUAD   -  WALDRON (1983)
 EK0676
 EK0676                         *CURRENT SURVEY CONTROL
 EK0676  ___________________________________________________________________
 EK0676* NAD 83(1986)-  34 56 46.     (N)    094 06 15.     (W)     SCALED    
 EK0676* NAVD 88     -       206.700  (meters)     678.15   (feet)  ADJUSTED  
 EK0676  ___________________________________________________________________
 EK0676  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EK0676  DYNAMIC HT  -         206.488 (meters)     677.45  (feet)  COMP
 EK0676  MODELED GRAV-     979,605.3   (mgal)                       NAVD 88
 EK0676
 EK0676  VERT ORDER  -  FIRST     CLASS II
 EK0676
 EK0676.The horizontal coordinates were scaled from a topographic map and have
 EK0676.an estimated accuracy of +/- 6 seconds.
 EK0676
 EK0676.The orthometric height was determined by differential leveling
 EK0676.and adjusted by the National Geodetic Survey in June 1991..
 EK0676
 EK0676.The geoid height was determined by GEOID03.
 EK0676
 EK0676.The dynamic height is computed by dividing the NAVD 88
 EK0676.geopotential number by the normal gravity value computed on the
 EK0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0676.degrees latitude (g = 980.6199 gals.).
 EK0676
 EK0676.The modeled gravity was interpolated from observed gravity values.
 EK0676
 EK0676;                    North         East    Units  Estimated Accuracy
 EK0676;SPC AR N     -    70,040.      207,800.      MT  (+/- 180 meters Scaled)
 EK0676
 EK0676                          SUPERSEDED SURVEY CONTROL
 EK0676
 EK0676.No superseded survey control is available for this station.
 EK0676
 EK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU991676(NAD 83)
 EK0676_MARKER: I = METAL ROD
 EK0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0676_SP_SET: STAINLESS STEEL ROD
 EK0676_STAMPING: P 299 1985
 EK0676_MARK LOGO: NGS   
 EK0676_PROJECTION: FLUSH
 EK0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0676_ROD/PIPE-DEPTH: 3.4  meters
 EK0676
 EK0676  HISTORY     - Date     Condition        Report By
 EK0676  HISTORY     - 1985     MONUMENTED       NGS
 EK0676  HISTORY     - 1987     GOOD             USPSQD
 EK0676  HISTORY     - 1988     GOOD             USPSQD
 EK0676  HISTORY     - 1989     GOOD             USPSQD
 EK0676  HISTORY     - 1990     GOOD             USPSQD
 EK0676
 EK0676                          STATION DESCRIPTION
 EK0676
 EK0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0676'6.2 KM (3.85 MI) NORTH FROM WALDRON.
 EK0676'4.2 KM (2.65 MI) NORTH ALONG U.S. HIGHWAY 71B (BUSINESS ROUTE) FROM
 EK0676'THE JUNCTION OF STATE ROUTE 80 (EAST CHURCH STREET) IN WALDRON, THENCE
 EK0676'1.9 KM (1.2 MI) NORTH ALONG U.S. HIGHWAY 71, AT A DIRT CROSSROAD
 EK0676'LEADING EAST-WEST AND A GAS PIPLINE CROSSING OF THE DIRT ROAD WEST,
 EK0676'35.1 METERS (115.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 71,
 EK0676'5.5 METERS (18.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD
 EK0676'WEST, 15.3 METERS (50.3 FT) WEST OF A ARKANSAS-OKLAHOMA GAS PIPELINE
 EK0676'WARNING SIGN, 26.9 METERS (88.2 FT) WEST OF A CORNER FENCE POST,
 EK0676'0.45 METERS (1.5 FT) NORTH OF AN EAST-WEST FENCE LINE, 3.0 METERS
 EK0676'(9.7 FT) EAST OF A POWERLINE POLE WITH A GUY WIRE ATTACHED, AND
 EK0676'9.6 METERS (31.5 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A RED
 EK0676'BARN.  NOTE, DRIVEN TO REFUSAL.
 EK0676'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0676'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
 EK0676
 EK0676                          STATION RECOVERY (1987)
 EK0676
 EK0676'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0676'RECOVERED IN GOOD CONDITION.
 EK0676
 EK0676                          STATION RECOVERY (1988)
 EK0676
 EK0676'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0676'RECOVERED IN GOOD CONDITION.
 EK0676
 EK0676                          STATION RECOVERY (1989)
 EK0676
 EK0676'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0676'RECOVERED IN GOOD CONDITION.
 EK0676
 EK0676                          STATION RECOVERY (1990)
 EK0676
 EK0676'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0042 ***********************************************************************
 GF0042  DESIGNATION -  P 3
 GF0042  PID         -  GF0042
 GF0042  STATE/COUNTY-  AR/BAXTER
 GF0042  USGS QUAD   -  BUFFALO CITY (1966)
 GF0042
 GF0042                         *CURRENT SURVEY CONTROL
 GF0042  ___________________________________________________________________
 GF0042* NAD 83(1986)-  36 14 05.     (N)    092 28 26.     (W)     SCALED    
 GF0042* NAVD 88     -       132.520  (meters)     434.78   (feet)  ADJUSTED  
 GF0042  ___________________________________________________________________
 GF0042  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GF0042  DYNAMIC HT  -         132.405 (meters)     434.40  (feet)  COMP
 GF0042  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GF0042
 GF0042  VERT ORDER  -  SECOND    CLASS 0
 GF0042
 GF0042.The horizontal coordinates were scaled from a topographic map and have
 GF0042.an estimated accuracy of +/- 6 seconds.
 GF0042
 GF0042.The orthometric height was determined by differential leveling
 GF0042.and adjusted by the National Geodetic Survey in June 1991..
 GF0042
 GF0042.The geoid height was determined by GEOID03.
 GF0042
 GF0042.The dynamic height is computed by dividing the NAVD 88
 GF0042.geopotential number by the normal gravity value computed on the
 GF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0042.degrees latitude (g = 980.6199 gals.).
 GF0042
 GF0042.The modeled gravity was interpolated from observed gravity values.
 GF0042
 GF0042;                    North         East    Units  Estimated Accuracy
 GF0042;SPC AR N     -   211,050.      357,400.      MT  (+/- 180 meters Scaled)
 GF0042
 GF0042                          SUPERSEDED SURVEY CONTROL
 GF0042
 GF0042  NGVD 29 (??/??/92)  132.411  (m)          434.42   (f) ADJ UNCH    2 0
 GF0042
 GF0042.Superseded values are not recommended for survey control.
 GF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0042.See file dsdata.txt to determine how the superseded data were derived.
 GF0042
 GF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA472101(NAD 83)
 GF0042_MARKER: DB = BENCH MARK DISK
 GF0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0042_STAMPING: P-3 1934
 GF0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0042+STABILITY: SURFACE MOTION
 GF0042
 GF0042  HISTORY     - Date     Condition        Report By
 GF0042  HISTORY     - 1934     MONUMENTED       CGS
 GF0042
 GF0042                          STATION DESCRIPTION
 GF0042
 GF0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0042'5.3 MI SE FROM COTTER.
 GF0042'AT THE BUFORD SIDING, 62 FEET EAST OF MISSOURI PACIFIC RY.
 GF0042'CENTERLINE, 39 FEET EAST OF SOUTHEAST CORNER OF STATION, 10.3
 GF0042'FEET WEST OF R/W FENCE, 64.5 FEET SOUTHEAST OF POLE 376-10,
 GF0042'2 FEET BELOW TOP OF RAILS.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0743 ***********************************************************************
 FF0743  DESIGNATION -  P 3
 FF0743  PID         -  FF0743
 FF0743  STATE/COUNTY-  AR/CRAIGHEAD
 FF0743  USGS QUAD   -  JONESBORO (1983)
 FF0743
 FF0743                         *CURRENT SURVEY CONTROL
 FF0743  ___________________________________________________________________
 FF0743* NAD 83(1986)-  35 49 16.     (N)    090 39 09.     (W)     SCALED    
 FF0743* NAVD 88     -        76.695  (meters)     251.62   (feet)  ADJUSTED  
 FF0743  ___________________________________________________________________
 FF0743  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF0743  DYNAMIC HT  -          76.630 (meters)     251.41  (feet)  COMP
 FF0743  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 FF0743
 FF0743  VERT ORDER  -  FIRST     CLASS II
 FF0743
 FF0743.The horizontal coordinates were scaled from a topographic map and have
 FF0743.an estimated accuracy of +/- 6 seconds.
 FF0743
 FF0743.The orthometric height was determined by differential leveling
 FF0743.and adjusted by the National Geodetic Survey in June 1991..
 FF0743
 FF0743.The geoid height was determined by GEOID03.
 FF0743
 FF0743.The dynamic height is computed by dividing the NAVD 88
 FF0743.geopotential number by the normal gravity value computed on the
 FF0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0743.degrees latitude (g = 980.6199 gals.).
 FF0743
 FF0743.The modeled gravity was interpolated from observed gravity values.
 FF0743
 FF0743;                    North         East    Units  Estimated Accuracy
 FF0743;SPC AR N     -   165,890.      521,760.      MT  (+/- 180 meters Scaled)
 FF0743
 FF0743                          SUPERSEDED SURVEY CONTROL
 FF0743
 FF0743  NGVD 29 (10/05/93)   76.618  (m)          251.37   (f) ADJUSTED    1 2
 FF0743
 FF0743.Superseded values are not recommended for survey control.
 FF0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0743.See file dsdata.txt to determine how the superseded data were derived.
 FF0743
 FF0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV120666(NAD 83)
 FF0743_MARKER: DB = BENCH MARK DISK
 FF0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0743_SP_SET: CONCRETE POST
 FF0743_STAMPING: P 3 1928 251.338
 FF0743_MARK LOGO: CGS   
 FF0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0743+STABILITY: SURFACE MOTION
 FF0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0743+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF0743
 FF0743  HISTORY     - Date     Condition        Report By
 FF0743  HISTORY     - 1928     MONUMENTED       CGS
 FF0743  HISTORY     - 1956     GOOD             CGS
 FF0743  HISTORY     - 1975     GOOD             NGS
 FF0743  HISTORY     - 19920322 GOOD             NGS
 FF0743  HISTORY     - 20020816 GOOD             USACE
 FF0743
 FF0743                          STATION DESCRIPTION
 FF0743
 FF0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0743'AT NETTLETON.
 FF0743'AT NETTLETON, ABOUT 0.25 MILE NORTHWEST ALONG THE ST. LOUIS-SAN
 FF0743'FRANCISCO RAILWAY FROM THE STATION, ACROSS TRACK FROM TELEPHONE
 FF0743'POLE NO. 423/18, AT CROSSING OF STATE HIGHWAY 18, 23 1/2 FEET
 FF0743'SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 78 FEET SOUTH-SOUTHEAST
 FF0743'OF CENTER OF CROSSING OF MAIN TRACK AND STATE HIGHWAY 18, 146
 FF0743'FEET EAST-SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY 18 AND U.S.
 FF0743'HIGHWAY 63, 48 FEET NORTHEAST OF CENTER LINE OF CLARK STREET, 46
 FF0743'FEET NORTHWEST OF TELEPHONE POLE NO. 1707, ABOUT 4 1/2 FEET BELOW
 FF0743'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 FF0743'INCHES.
 FF0743
 FF0743                          STATION RECOVERY (1975)
 FF0743
 FF0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FF0743'RECOVERED IN GOOD CONDITION.
 FF0743
 FF0743                          STATION RECOVERY (1992)
 FF0743
 FF0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0743'IN JONESBORO, AT THE INTERSECTION OF HIGHLAND DRIVE (STATE HIGHWAY 18)
 FF0743'AND NETTLETON AVENUE (U.S. HIGHWAY 63 BUSINESS), 28.0 M (91.9 FT)
 FF0743'SOUTHEAST OF THE DRIVE CENTERLINE, 27.2 M (89.2 FT) EAST OF THE AVENUE
 FF0743'CENTERLINE, 14.9 M (48.9 FT) SOUTHEAST OF A UTILITY POLE, 7.0 M
 FF0743'(23.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 FF0743'RAILROAD, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE
 FF0743'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 FF0743
 FF0743                          STATION RECOVERY (2002)
 FF0743
 FF0743'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0054 ***********************************************************************
 GF0054  DESIGNATION -  P 30
 GF0054  PID         -  GF0054
 GF0054  STATE/COUNTY-  AR/BAXTER
 GF0054  USGS QUAD   -  NORFORK (1966)
 GF0054
 GF0054                         *CURRENT SURVEY CONTROL
 GF0054  ___________________________________________________________________
 GF0054* NAD 83(1986)-  36 12 39.     (N)    092 17 14.     (W)     SCALED    
 GF0054* NAVD 88     -       125.158  (meters)     410.62   (feet)  ADJUSTED  
 GF0054  ___________________________________________________________________
 GF0054  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GF0054  DYNAMIC HT  -         125.050 (meters)     410.27  (feet)  COMP
 GF0054  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 GF0054
 GF0054  VERT ORDER  -  SECOND    CLASS 0
 GF0054
 GF0054.The horizontal coordinates were scaled from a topographic map and have
 GF0054.an estimated accuracy of +/- 6 seconds.
 GF0054
 GF0054.The orthometric height was determined by differential leveling
 GF0054.and adjusted by the National Geodetic Survey in June 1991..
 GF0054
 GF0054.The geoid height was determined by GEOID03.
 GF0054
 GF0054.The dynamic height is computed by dividing the NAVD 88
 GF0054.geopotential number by the normal gravity value computed on the
 GF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0054.degrees latitude (g = 980.6199 gals.).
 GF0054
 GF0054.The modeled gravity was interpolated from observed gravity values.
 GF0054
 GF0054;                    North         East    Units  Estimated Accuracy
 GF0054;SPC AR N     -   208,340.      374,170.      MT  (+/- 180 meters Scaled)
 GF0054
 GF0054                          SUPERSEDED SURVEY CONTROL
 GF0054
 GF0054  NGVD 29 (??/??/92)  125.052  (m)          410.27   (f) ADJ UNCH    2 0
 GF0054
 GF0054.Superseded values are not recommended for survey control.
 GF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0054.See file dsdata.txt to determine how the superseded data were derived.
 GF0054
 GF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA640075(NAD 83)
 GF0054_MARKER: DB = BENCH MARK DISK
 GF0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0054_STAMPING: P-30 1934
 GF0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0054+STABILITY: SURFACE MOTION
 GF0054
 GF0054  HISTORY     - Date     Condition        Report By
 GF0054  HISTORY     - 1934     MONUMENTED       CGS
 GF0054  HISTORY     - 1962     MARK NOT FOUND   USGS
 GF0054
 GF0054                          STATION DESCRIPTION
 GF0054
 GF0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0054'IN NORFORK.
 GF0054'ALONG THE MISSOURI PACIFIC R.R., 350 FEET NORTH OF THE R.R.
 GF0054'STATION, 200 FEET NORTH OF THE WATER TANK, 60 FEET NORTH OF THE
 GF0054'WATER TANK, 60 FEET NORTH OF THE CATTLE LOADING PLATFORM, 72
 GF0054'FEET SOUTHWEST OF POLE 357-15, 32 FEET EAST OF RAILROAD CENTERLINE.
 GF0054'TABLET SET IN PRECAST CONCRETE POST.
 GF0054
 GF0054                          STATION RECOVERY (1962)
 GF0054
 GF0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GF0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1006 ***********************************************************************
 FG1006  DESIGNATION -  P 30
 FG1006  PID         -  FG1006
 FG1006  STATE/COUNTY-  AR/POPE
 FG1006  USGS QUAD   -  DELAWARE (1993)
 FG1006
 FG1006                         *CURRENT SURVEY CONTROL
 FG1006  ___________________________________________________________________
 FG1006* NAD 83(1986)-  35 19 29.     (N)    093 16 46.     (W)     SCALED    
 FG1006* NAVD 88     -       104.749  (meters)     343.66   (feet)  ADJUSTED  
 FG1006  ___________________________________________________________________
 FG1006  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FG1006  DYNAMIC HT  -         104.650 (meters)     343.34  (feet)  COMP
 FG1006  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 FG1006
 FG1006  VERT ORDER  -  FIRST     CLASS II
 FG1006
 FG1006.The horizontal coordinates were scaled from a topographic map and have
 FG1006.an estimated accuracy of +/- 6 seconds.
 FG1006
 FG1006.The orthometric height was determined by differential leveling
 FG1006.and adjusted by the National Geodetic Survey in June 1991..
 FG1006
 FG1006.The geoid height was determined by GEOID03.
 FG1006
 FG1006.The dynamic height is computed by dividing the NAVD 88
 FG1006.geopotential number by the normal gravity value computed on the
 FG1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1006.degrees latitude (g = 980.6199 gals.).
 FG1006
 FG1006.The modeled gravity was interpolated from observed gravity values.
 FG1006
 FG1006;                    North         East    Units  Estimated Accuracy
 FG1006;SPC AR N     -   110,740.      283,680.      MT  (+/- 180 meters Scaled)
 FG1006
 FG1006                          SUPERSEDED SURVEY CONTROL
 FG1006
 FG1006  NGVD 29 (??/??/92)  104.737  (m)          343.62   (f) ADJ UNCH    1 2
 FG1006
 FG1006.Superseded values are not recommended for survey control.
 FG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1006.See file dsdata.txt to determine how the superseded data were derived.
 FG1006
 FG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV746090(NAD 83)
 FG1006_MARKER: DB = BENCH MARK DISK
 FG1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1006_STAMPING: 343.625 P 30 1932
 FG1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1006+STABILITY: SURFACE MOTION
 FG1006
 FG1006  HISTORY     - Date     Condition        Report By
 FG1006  HISTORY     - 1932     MONUMENTED       CGS
 FG1006  HISTORY     - 1965     MARK NOT FOUND   USGS
 FG1006  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1006
 FG1006                          STATION DESCRIPTION
 FG1006
 FG1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG1006'1.7 MI W FROM LONDON.
 FG1006'ABOUT 1.7 MILES WEST ALONG THE MISSOURI PACIFIC RR FROM LONDON, POPE
 FG1006'COUNTY, ABOUT 5 POLES WEST OF MILEPOST 427, 15 FEET WEST OF A CROSS
 FG1006'ROAD, AND 25 FT SOUTH OF THE TRACK.  A STANDARD DISK STAMPED 343.625 P
 FG1006'30 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FG1006
 FG1006                          STATION RECOVERY (1965)
 FG1006
 FG1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FG1006'MARK NOT FOUND.
 FG1006
 FG1006                          STATION RECOVERY (1984)
 FG1006
 FG1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1006'NOT SEARCHED FOR, PROPERTY POSTED, INACCESSIBLE AT THIS DATE, IS
 FG1006'POSSIBLE THE MARK IS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0703 ***********************************************************************
 EK0703  DESIGNATION -  P 300
 EK0703  PID         -  EK0703
 EK0703  STATE/COUNTY-  AR/POLK
 EK0703  USGS QUAD   -  ACORN (1975)
 EK0703
 EK0703                         *CURRENT SURVEY CONTROL
 EK0703  ___________________________________________________________________
 EK0703* NAD 83(1986)-  34 40 20.     (N)    094 09 23.     (W)     SCALED    
 EK0703* NAVD 88     -       394.619  (meters)    1294.68   (feet)  ADJUSTED  
 EK0703  ___________________________________________________________________
 EK0703  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 EK0703  DYNAMIC HT  -         394.193 (meters)    1293.28  (feet)  COMP
 EK0703  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 EK0703
 EK0703  VERT ORDER  -  FIRST     CLASS II
 EK0703
 EK0703.The horizontal coordinates were scaled from a topographic map and have
 EK0703.an estimated accuracy of +/- 6 seconds.
 EK0703
 EK0703.The orthometric height was determined by differential leveling
 EK0703.and adjusted by the National Geodetic Survey in June 1991..
 EK0703
 EK0703.The geoid height was determined by GEOID03.
 EK0703
 EK0703.The dynamic height is computed by dividing the NAVD 88
 EK0703.geopotential number by the normal gravity value computed on the
 EK0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0703.degrees latitude (g = 980.6199 gals.).
 EK0703
 EK0703.The modeled gravity was interpolated from observed gravity values.
 EK0703
 EK0703;                    North         East    Units  Estimated Accuracy
 EK0703;SPC AR S     -   624,530.      202,380.      MT  (+/- 180 meters Scaled)
 EK0703
 EK0703                          SUPERSEDED SURVEY CONTROL
 EK0703
 EK0703.No superseded survey control is available for this station.
 EK0703
 EK0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU940373(NAD 83)
 EK0703_MARKER: DB = BENCH MARK DISK
 EK0703_SETTING: 66 = SET IN ROCK OUTCROP
 EK0703_SP_SET: ROCK OUTCROP
 EK0703_STAMPING: P 300 1985
 EK0703_MARK LOGO: NGS   
 EK0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0703+STABILITY: POSITION/ELEVATION WELL
 EK0703
 EK0703  HISTORY     - Date     Condition        Report By
 EK0703  HISTORY     - 1985     MONUMENTED       NGS
 EK0703  HISTORY     - 1987     GOOD             USPSQD
 EK0703  HISTORY     - 1987     GOOD             USPSQD
 EK0703  HISTORY     - 1988     GOOD             USPSQD
 EK0703  HISTORY     - 1989     GOOD             USPSQD
 EK0703  HISTORY     - 1990     GOOD             USPSQD
 EK0703
 EK0703                          STATION DESCRIPTION
 EK0703
 EK0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0703'24.4 KM (15.1 MI) SSW FROM BOLES.
 EK0703'24.4 KM (15.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE
 EK0703'IN BOLES, SET IN TOP OF A 2 BY 2 FEET FLAT ROCK OUTCROP, FLUSH WITH
 EK0703'THE GROUND SURFACE, 10.1 METERS (33.0 FT) NORTHEAST OF THE CENTERLINE
 EK0703'OF THE HIGHWAY, 13.5 METERS (44.3 FT) SOUTH-SOUTHEAST OF A U.S. FOREST
 EK0703'SERVICE PROPERTY BOUNDARY SIGN WHICH IS ATTACHED TO A VERTICAL 4 BY 4
 EK0703'FEET WOODEN POST, AND 8.0 METERS (26.3 FT) SOUTH-SOUTHEAST OF A
 EK0703'CONCRETE RIGHT-OF-WAY POST.  NOTE, 1.6 KM (10.0 MI) NORTHWEST ALONG
 EK0703'U.S. HIGHWAY 71 FROM THE TRIANGLATION STATION ACORN.
 EK0703'THE MARK IS 4.5 METERS  SW FROM A WITNESS POST.
 EK0703'THE MARK IS 0.91 M ABOVE HIGHWAY 71.
 EK0703
 EK0703                          STATION RECOVERY (1987)
 EK0703
 EK0703'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0703'RECOVERED IN GOOD CONDITION.
 EK0703
 EK0703                          STATION RECOVERY (1987)
 EK0703
 EK0703'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0703'RECOVERED IN GOOD CONDITION.
 EK0703
 EK0703                          STATION RECOVERY (1988)
 EK0703
 EK0703'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0703'RECOVERED IN GOOD CONDITION.
 EK0703
 EK0703                          STATION RECOVERY (1989)
 EK0703
 EK0703'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0703'RECOVERED IN GOOD CONDITION.
 EK0703
 EK0703                          STATION RECOVERY (1990)
 EK0703
 EK0703'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0730 ***********************************************************************
 EK0730  DESIGNATION -  P 301
 EK0730  PID         -  EK0730
 EK0730  STATE/COUNTY-  AR/POLK
 EK0730  USGS QUAD   -  COVE (1984)
 EK0730
 EK0730                         *CURRENT SURVEY CONTROL
 EK0730  ___________________________________________________________________
 EK0730* NAD 83(1986)-  34 23 30.     (N)    094 23 35.     (W)     SCALED    
 EK0730* NAVD 88     -       329.406  (meters)    1080.73   (feet)  ADJUSTED  
 EK0730  ___________________________________________________________________
 EK0730  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EK0730  DYNAMIC HT  -         329.053 (meters)    1079.57  (feet)  COMP
 EK0730  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 EK0730
 EK0730  VERT ORDER  -  FIRST     CLASS II
 EK0730
 EK0730.The horizontal coordinates were scaled from a topographic map and have
 EK0730.an estimated accuracy of +/- 6 seconds.
 EK0730
 EK0730.The orthometric height was determined by differential leveling
 EK0730.and adjusted by the National Geodetic Survey in June 1991..
 EK0730
 EK0730.The geoid height was determined by GEOID03.
 EK0730
 EK0730.The dynamic height is computed by dividing the NAVD 88
 EK0730.geopotential number by the normal gravity value computed on the
 EK0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0730.degrees latitude (g = 980.6199 gals.).
 EK0730
 EK0730.The modeled gravity was interpolated from observed gravity values.
 EK0730
 EK0730;                    North         East    Units  Estimated Accuracy
 EK0730;SPC AR S     -   593,900.      179,970.      MT  (+/- 180 meters Scaled)
 EK0730
 EK0730                          SUPERSEDED SURVEY CONTROL
 EK0730
 EK0730.No superseded survey control is available for this station.
 EK0730
 EK0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU719064(NAD 83)
 EK0730_MARKER: I = METAL ROD
 EK0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0730_SP_SET: STAINLESS STEEL ROD
 EK0730_STAMPING: P 301 1985
 EK0730_MARK LOGO: NGS   
 EK0730_PROJECTION: FLUSH
 EK0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0730_ROD/PIPE-DEPTH: 3.4  meters
 EK0730
 EK0730  HISTORY     - Date     Condition        Report By
 EK0730  HISTORY     - 1985     MONUMENTED       NGS
 EK0730  HISTORY     - 1987     GOOD             USPSQD
 EK0730  HISTORY     - 1987     GOOD             USPSQD
 EK0730  HISTORY     - 1988     GOOD             USPSQD
 EK0730  HISTORY     - 1989     GOOD             USPSQD
 EK0730  HISTORY     - 1990     GOOD             USPSQD
 EK0730
 EK0730                          STATION DESCRIPTION
 EK0730
 EK0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0730'5.8 KM (3.6 MI) SOUTH FROM COVE.
 EK0730'5.8 KM (3.6 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 EK0730'BARTON AVENUE IN COVE, AT THE CREST OF A LOW HILL, SET BETWEEN TWO
 EK0730'WITNESS POSTS, ACROSS THE HIGHWAY FROM A DESTROYED BRICK HOUSE,
 EK0730'0.72 KM (0.45 MI) NORTH OF THE HIGHWAY 71 BRIDGE OVER LITTLE HICKORY
 EK0730'CREEK, 18.0 METERS (59.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 EK0730'HIGHWAY, AND 0.85 METERS (2.8 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE
 EK0730'NUMBERED 452.  NOTE, DRIVEN TO REFUSAL.
 EK0730'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 EK0730'THE MARK IS 0.61 M ABOVE HIGHWAY 71.
 EK0730
 EK0730                          STATION RECOVERY (1987)
 EK0730
 EK0730'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0730'RECOVERED IN GOOD CONDITION.
 EK0730
 EK0730                          STATION RECOVERY (1987)
 EK0730
 EK0730'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0730'RECOVERED IN GOOD CONDITION.
 EK0730
 EK0730                          STATION RECOVERY (1988)
 EK0730
 EK0730'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0730'RECOVERED IN GOOD CONDITION.
 EK0730
 EK0730                          STATION RECOVERY (1989)
 EK0730
 EK0730'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0730'RECOVERED IN GOOD CONDITION.
 EK0730
 EK0730                          STATION RECOVERY (1990)
 EK0730
 EK0730'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0753 ***********************************************************************
 EK0753  DESIGNATION -  P 302
 EK0753  PID         -  EK0753
 EK0753  STATE/COUNTY-  AR/SEVIER
 EK0753  USGS QUAD   -  GILLHAM (1964)
 EK0753
 EK0753                         *CURRENT SURVEY CONTROL
 EK0753  ___________________________________________________________________
 EK0753* NAD 83(1986)-  34 10 37.     (N)    094 19 54.     (W)     SCALED    
 EK0753* NAVD 88     -       250.147  (meters)     820.69   (feet)  ADJUSTED  
 EK0753  ___________________________________________________________________
 EK0753  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 EK0753  DYNAMIC HT  -         249.890 (meters)     819.85  (feet)  COMP
 EK0753  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 EK0753
 EK0753  VERT ORDER  -  FIRST     CLASS II
 EK0753
 EK0753.The horizontal coordinates were scaled from a topographic map and have
 EK0753.an estimated accuracy of +/- 6 seconds.
 EK0753
 EK0753.The orthometric height was determined by differential leveling
 EK0753.and adjusted by the National Geodetic Survey in June 1991..
 EK0753
 EK0753.The geoid height was determined by GEOID03.
 EK0753
 EK0753.The dynamic height is computed by dividing the NAVD 88
 EK0753.geopotential number by the normal gravity value computed on the
 EK0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0753.degrees latitude (g = 980.6199 gals.).
 EK0753
 EK0753.The modeled gravity was interpolated from observed gravity values.
 EK0753
 EK0753;                    North         East    Units  Estimated Accuracy
 EK0753;SPC AR S     -   569,960.      185,070.      MT  (+/- 180 meters Scaled)
 EK0753
 EK0753                          SUPERSEDED SURVEY CONTROL
 EK0753
 EK0753.No superseded survey control is available for this station.
 EK0753
 EK0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT772825(NAD 83)
 EK0753_MARKER: I = METAL ROD
 EK0753_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0753+WITH SETTING: INFORMATION.
 EK0753_SP_SET: SHALLOW SET METAL ROD
 EK0753_STAMPING: P 302 1985
 EK0753_MARK LOGO: NGS   
 EK0753_PROJECTION: RECESSED 3 CENTIMETERS
 EK0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0753_ROD/PIPE-DEPTH: 1.4  meters
 EK0753
 EK0753  HISTORY     - Date     Condition        Report By
 EK0753  HISTORY     - 1985     MONUMENTED       NGS
 EK0753  HISTORY     - 1987     GOOD             USPSQD
 EK0753  HISTORY     - 1987     GOOD             USPSQD
 EK0753  HISTORY     - 1988     GOOD             USPSQD
 EK0753  HISTORY     - 1989     GOOD             USPSQD
 EK0753  HISTORY     - 1990     GOOD             USPSQD
 EK0753
 EK0753                          STATION DESCRIPTION
 EK0753
 EK0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0753'2.16 KM (1.35 MI) NW FROM GILLHAM.
 EK0753'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD (OLD HIGHWAY 71) FROM THE
 EK0753'POST OFFICE IN GILLHAM, THENCE 0.48 KM (0.3 MI) NORTH-NORTHWEST ALONG
 EK0753'U.S. HIGHWAY 71, THENCE 1.28 KM (0.8 MI) WEST ALONG A PAVED ROAD TO A
 EK0753'SHARP CURVE TO THE NORTH, 12.80 METERS (42.0 FT) WEST OF THE
 EK0753'CENTERLINE OF THE HIGHWAY, 13.72 METERS (45.0 FT) NORTH OF THE
 EK0753'CENTERLINE OF A TRACK ROAD LEADING WEST, 9.14 METERS (30.0 FT) NORTH
 EK0753'OF A CORNER FENCE POST, AND 0.30 METERS (1.0 FT) EAST OF A FENCE.
 EK0753'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EK0753'THE MARK IS 0.3 M ABOVE PAVED ROAD.
 EK0753
 EK0753                          STATION RECOVERY (1987)
 EK0753
 EK0753'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0753'RECOVERED IN GOOD CONDITION.
 EK0753
 EK0753                          STATION RECOVERY (1987)
 EK0753
 EK0753'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0753'RECOVERED IN GOOD CONDITION.
 EK0753
 EK0753                          STATION RECOVERY (1988)
 EK0753
 EK0753'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0753'RECOVERED IN GOOD CONDITION.
 EK0753
 EK0753                          STATION RECOVERY (1989)
 EK0753
 EK0753'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0753'RECOVERED IN GOOD CONDITION.
 EK0753
 EK0753                          STATION RECOVERY (1990)
 EK0753
 EK0753'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1066 ***********************************************************************
 DM1066  DESIGNATION -  P 303
 DM1066  PID         -  DM1066
 DM1066  STATE/COUNTY-  AR/LITTLE RIVER
 DM1066  USGS QUAD   -  WINTHROP (1975)
 DM1066
 DM1066                         *CURRENT SURVEY CONTROL
 DM1066  ___________________________________________________________________
 DM1066* NAD 83(1986)-  33 49 54.     (N)    094 21 31.     (W)     SCALED    
 DM1066* NAVD 88     -       102.700  (meters)     336.94   (feet)  ADJUSTED  
 DM1066  ___________________________________________________________________
 DM1066  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DM1066  DYNAMIC HT  -         102.595 (meters)     336.60  (feet)  COMP
 DM1066  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 DM1066
 DM1066  VERT ORDER  -  FIRST     CLASS II
 DM1066
 DM1066.The horizontal coordinates were scaled from a topographic map and have
 DM1066.an estimated accuracy of +/- 6 seconds.
 DM1066
 DM1066.The orthometric height was determined by differential leveling
 DM1066.and adjusted by the National Geodetic Survey in June 1991..
 DM1066
 DM1066.The geoid height was determined by GEOID03.
 DM1066
 DM1066.The dynamic height is computed by dividing the NAVD 88
 DM1066.geopotential number by the normal gravity value computed on the
 DM1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1066.degrees latitude (g = 980.6199 gals.).
 DM1066
 DM1066.The modeled gravity was interpolated from observed gravity values.
 DM1066
 DM1066;                    North         East    Units  Estimated Accuracy
 DM1066;SPC AR S     -   531,730.      181,710.      MT  (+/- 180 meters Scaled)
 DM1066
 DM1066                          SUPERSEDED SURVEY CONTROL
 DM1066
 DM1066.No superseded survey control is available for this station.
 DM1066
 DM1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT742443(NAD 83)
 DM1066_MARKER: I = METAL ROD
 DM1066_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1066_SP_SET: STAINLESS STEEL ROD
 DM1066_STAMPING: P 303 1985
 DM1066_MARK LOGO: NGS   
 DM1066_PROJECTION: FLUSH
 DM1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1066_ROD/PIPE-DEPTH: 8.5  meters
 DM1066
 DM1066  HISTORY     - Date     Condition        Report By
 DM1066  HISTORY     - 1985     MONUMENTED       NGS
 DM1066  HISTORY     - 1987     GOOD             USPSQD
 DM1066  HISTORY     - 1988     GOOD             USPSQD
 DM1066  HISTORY     - 1989     GOOD             USPSQD
 DM1066  HISTORY     - 1990     GOOD             USPSQD
 DM1066  HISTORY     - 19920823 GOOD             USPSQD
 DM1066
 DM1066                          STATION DESCRIPTION
 DM1066
 DM1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1066'0.56 KM (0.35 MI) WEST FROM WINTHROP.
 DM1066'0.56 KM (0.35 MI) WEST ALONG STATE ROUTE 234 FROM THE POST OFFICE IN
 DM1066'WINTHROP, ACROSS THE HIGHWAY AND SOUTH OF A BRICK RANCH STYLE HOUSE,
 DM1066'11.9 METERS (39.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DM1066'0.31 METERS (1.0 FT) NORTH OF A FENCE LINE, 35.9 METERS (117.8 FT)
 DM1066'EAST-SOUTHEAST OF A POWERLINE POLE WITH A TRANSFORMER AND STREET LIGHT
 DM1066'ATTACHED, 24.4 METERS (80.0 FT) EAST OF A 24-INCH PINE TREE, AND
 DM1066'6.2 METERS (20.4 FT) WEST OF A CORNER FENCE POST.  NOTE, DRIVEN TO
 DM1066'REQUIRED DRIVING RATE.
 DM1066'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 DM1066'THE MARK IS 0.31 M ABOVE HIGHWAY.
 DM1066
 DM1066                          STATION RECOVERY (1987)
 DM1066
 DM1066'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1066'RECOVERED IN GOOD CONDITION.
 DM1066
 DM1066                          STATION RECOVERY (1988)
 DM1066
 DM1066'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1066'RECOVERED IN GOOD CONDITION.
 DM1066
 DM1066                          STATION RECOVERY (1989)
 DM1066
 DM1066'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1066'RECOVERED IN GOOD CONDITION.
 DM1066
 DM1066                          STATION RECOVERY (1990)
 DM1066
 DM1066'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1066'RECOVERED IN GOOD CONDITION.
 DM1066
 DM1066                          STATION RECOVERY (1992)
 DM1066
 DM1066'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2636 ***********************************************************************
 EH2636  DESIGNATION -  P 305
 EH2636  PID         -  EH2636
 EH2636  STATE/COUNTY-  AR/DESHA
 EH2636  USGS QUAD   -  SNOW LAKE (1967)
 EH2636
 EH2636                         *CURRENT SURVEY CONTROL
 EH2636  ___________________________________________________________________
 EH2636* NAD 83(1986)-  34 03 27.     (N)    091 04 12.     (W)     SCALED    
 EH2636* NAVD 88     -        47.830  (meters)     156.92   (feet)  ADJUSTED  
 EH2636  ___________________________________________________________________
 EH2636  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2636  DYNAMIC HT  -          47.782 (meters)     156.76  (feet)  COMP
 EH2636  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 EH2636
 EH2636  VERT ORDER  -  FIRST     CLASS II
 EH2636
 EH2636.The horizontal coordinates were scaled from a topographic map and have
 EH2636.an estimated accuracy of +/- 6 seconds.
 EH2636
 EH2636.The orthometric height was determined by differential leveling
 EH2636.and adjusted by the National Geodetic Survey in June 1991..
 EH2636
 EH2636.The geoid height was determined by GEOID03.
 EH2636
 EH2636.The dynamic height is computed by dividing the NAVD 88
 EH2636.geopotential number by the normal gravity value computed on the
 EH2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2636.degrees latitude (g = 980.6199 gals.).
 EH2636
 EH2636.The modeled gravity was interpolated from observed gravity values.
 EH2636
 EH2636;                    North         East    Units  Estimated Accuracy
 EH2636;SPC AR S     -   554,650.      485,850.      MT  (+/- 180 meters Scaled)
 EH2636
 EH2636                          SUPERSEDED SURVEY CONTROL
 EH2636
 EH2636  NGVD 29 (??/??/??)   47.879  (m)          157.08   (f) ADJUSTED    1 2
 EH2636
 EH2636.Superseded values are not recommended for survey control.
 EH2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2636.See file dsdata.txt to determine how the superseded data were derived.
 EH2636
 EH2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT781702(NAD 83)
 EH2636_MARKER: I = METAL ROD
 EH2636_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH2636_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH2636_STAMPING: P 305 1985
 EH2636_MARK LOGO: NGS   
 EH2636_PROJECTION: RECESSED 2 CENTIMETERS
 EH2636_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH2636+STABILITY: POSITION/ELEVATION WELL
 EH2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2636+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH2636_ROD/PIPE-DEPTH: 23.2 meters
 EH2636_SLEEVE-DEPTH  : 6.1 meters
 EH2636
 EH2636  HISTORY     - Date     Condition        Report By
 EH2636  HISTORY     - 1985     MONUMENTED       NGS
 EH2636  HISTORY     - 20001011 GOOD             USE
 EH2636
 EH2636                          STATION DESCRIPTION
 EH2636
 EH2636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2636'6.4 KM (4.0 MI) WEST FROM SNOW LAKE.
 EH2636'3.4 KM (2.1 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RIALROAD FROM THE
 EH2636'JUNCTION OF STATE ROUTE 85 IN SNOW LAKE, THENCE 1.7 KM (1.05 MI)
 EH2636'NORTHERLY ALONG THE TOP OF THE MAIN LEVEE TO A JUNCTION OF THE LEVEE
 EH2636'ROADS, THENCE 1.4 KM (0.85 MI) WEST-NORTHWEST ALONG THE TOP OF A LEVEE
 EH2636'TO A RAMP ROAD LEADING OFF THE LEVEE AND NORTH, 1.4 KM (0.85 MI)
 EH2636'WEST-NORTHWEST OF BENCH MARK N 305, LOCATED NEAR THE SOUTHWEST CORNER
 EH2636'OF A SMALL WHEAT FIELD AND CORNER FENCE LINES, AT THE TOE OF THE
 EH2636'LEVEE, SET BETWEEN TWO WITNESS POSTS, 48.8 METERS (160.1 NORTH OF THE
 EH2636'APPROXIMATE CENTER OF THE LEVEE ROAD (SLOPE MEASUREMENT), 30.2 METERS
 EH2636'(99.1 FT) EAST-NORTHEAST OF A UTILITY POLE, 3.7 METERS (12.1 FT)
 EH2636'SOUTH-SOUTHWEST OF A RAILROAD TIE FENCE POST, 1.3 METERS (4.3 FT)
 EH2636'NORTHWEST OF A RIALROAD TIE CORNER FENCE POST, AND 1.0 METER (3.3 FT)
 EH2636'WEST OF A FENCE LINE.
 EH2636'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 EH2636'THE MARK IS ABOVE LEVEL WITH DIRT ROAD NORTH.
 EH2636
 EH2636                          STATION RECOVERY (2000)
 EH2636
 EH2636'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2636'RECOVERED IN GOOD CONDITION.  STAMPING IS ON COLLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1150 ***********************************************************************
 DM1150  DESIGNATION -  P 307
 DM1150  PID         -  DM1150
 DM1150  STATE/COUNTY-  AR/LITTLE RIVER
 DM1150  USGS QUAD   -  OGDEN (1975)
 DM1150
 DM1150                         *CURRENT SURVEY CONTROL
 DM1150  ___________________________________________________________________
 DM1150* NAD 83(1986)-  33 34 57.     (N)    094 02 20.     (W)     SCALED    
 DM1150* NAVD 88     -        92.533  (meters)     303.59   (feet)  ADJUSTED  
 DM1150  ___________________________________________________________________
 DM1150  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DM1150  DYNAMIC HT  -          92.436 (meters)     303.27  (feet)  COMP
 DM1150  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 DM1150
 DM1150  VERT ORDER  -  FIRST     CLASS II
 DM1150
 DM1150.The horizontal coordinates were scaled from a topographic map and have
 DM1150.an estimated accuracy of +/- 6 seconds.
 DM1150
 DM1150.The orthometric height was determined by differential leveling
 DM1150.and adjusted by the National Geodetic Survey in June 1991..
 DM1150
 DM1150.The geoid height was determined by GEOID03.
 DM1150
 DM1150.The dynamic height is computed by dividing the NAVD 88
 DM1150.geopotential number by the normal gravity value computed on the
 DM1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1150.degrees latitude (g = 980.6199 gals.).
 DM1150
 DM1150.The modeled gravity was interpolated from observed gravity values.
 DM1150
 DM1150;                    North         East    Units  Estimated Accuracy
 DM1150;SPC AR S     -   503,460.      210,740.      MT  (+/- 180 meters Scaled)
 DM1150
 DM1150                          SUPERSEDED SURVEY CONTROL
 DM1150
 DM1150.No superseded survey control is available for this station.
 DM1150
 DM1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT035163(NAD 83)
 DM1150_MARKER: I = METAL ROD
 DM1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1150_SP_SET: STAINLESS STEEL ROD
 DM1150_STAMPING: P 307 1985
 DM1150_MARK LOGO: NGS   
 DM1150_PROJECTION: FLUSH
 DM1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1150_ROD/PIPE-DEPTH: 7.3  meters
 DM1150
 DM1150  HISTORY     - Date     Condition        Report By
 DM1150  HISTORY     - 1985     MONUMENTED       NGS
 DM1150  HISTORY     - 19971025 GOOD             USPSQD
 DM1150
 DM1150                          STATION DESCRIPTION
 DM1150
 DM1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1150'13.4 KM (8.3 MI) SE FROM ASHDOWN.
 DM1150'13.4 KM (8.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM ITS NORTH
 DM1150'JUNCTION WITH STATE HIGHWAY 32 IN ASHDOWN, 21.1 M (69.2 FT) NORTHEAST
 DM1150'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 20.5 M
 DM1150'(67.3 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING NORTHEAST TO
 DM1150'A MOBIL HOME, 10.2 M (33.5 FT) SOUTH OF UTILITY POLE NUMBER 167 WITH
 DM1150'5 GUY WIRES, AND 9.7 M (31.8 FT) SOUTHEAST OF THE NORTHWEST END OF A
 DM1150'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1150'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 DM1150'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DM1150
 DM1150                          STATION RECOVERY (1997)
 DM1150
 DM1150'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1272 ***********************************************************************
 GE1272  DESIGNATION -  P 308
 GE1272  PID         -  GE1272
 GE1272  STATE/COUNTY-  AR/FULTON
 GE1272  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE1272
 GE1272                         *CURRENT SURVEY CONTROL
 GE1272  ___________________________________________________________________
 GE1272* NAD 83(1986)-  36 28 11.     (N)    091 30 12.     (W)     SCALED    
 GE1272* NAVD 88     -       172.119  (meters)     564.69   (feet)  ADJUSTED  
 GE1272  ___________________________________________________________________
 GE1272  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GE1272  DYNAMIC HT  -         171.978 (meters)     564.23  (feet)  COMP
 GE1272  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GE1272
 GE1272  VERT ORDER  -  FIRST     CLASS II
 GE1272
 GE1272.The horizontal coordinates were scaled from a topographic map and have
 GE1272.an estimated accuracy of +/- 6 seconds.
 GE1272
 GE1272.The orthometric height was determined by differential leveling
 GE1272.and adjusted by the National Geodetic Survey in January 1995..
 GE1272
 GE1272.The geoid height was determined by GEOID03.
 GE1272
 GE1272.The dynamic height is computed by dividing the NAVD 88
 GE1272.geopotential number by the normal gravity value computed on the
 GE1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1272.degrees latitude (g = 980.6199 gals.).
 GE1272
 GE1272.The modeled gravity was interpolated from observed gravity values.
 GE1272
 GE1272;                    North         East    Units  Estimated Accuracy
 GE1272;SPC AR N     -   237,140.      444,520.      MT  (+/- 180 meters Scaled)
 GE1272
 GE1272                          SUPERSEDED SURVEY CONTROL
 GE1272
 GE1272  NGVD 29 (10/05/93)  171.999  (m)          564.30   (f) ADJUSTED    1 2
 GE1272
 GE1272.Superseded values are not recommended for survey control.
 GE1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1272.See file dsdata.txt to determine how the superseded data were derived.
 GE1272
 GE1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA340370(NAD 83)
 GE1272_MARKER: DV = VERTICAL CONTROL DISK
 GE1272_SETTING: 66 = SET IN ROCK OUTCROP
 GE1272_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1272_STAMPING: P 308 1990
 GE1272_MARK LOGO: NGS   
 GE1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1272+STABILITY: POSITION/ELEVATION WELL
 GE1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1272+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1272
 GE1272  HISTORY     - Date     Condition        Report By
 GE1272  HISTORY     - 1990     MONUMENTED       NGS
 GE1272
 GE1272                          STATION DESCRIPTION
 GE1272
 GE1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1272'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1272'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN A 1 BY 2-FOOT AREA OF
 GE1272'OUTCROPPING BEDROCK, 73.2 M (240.2 FT) SOUTH OF THE CENTER OF A
 GE1272'GRAVELED ROAD LEADING TO A CEMETERY, 9.3 M (30.5 FT) WEST OF AND
 GE1272'LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) SOUTH OF A
 GE1272'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0924 ***********************************************************************
 GG0924  DESIGNATION -  P 309
 GG0924  PID         -  GG0924
 GG0924  STATE/COUNTY-  AR/BENTON
 GG0924  USGS QUAD   -  PEA RIDGE (1981)
 GG0924
 GG0924                         *CURRENT SURVEY CONTROL
 GG0924  ___________________________________________________________________
 GG0924* NAD 83(1986)-  36 24 35.     (N)    094 04 16.     (W)     SCALED    
 GG0924* NAVD 88     -       407.230  (meters)    1336.05   (feet)  ADJUSTED  
 GG0924  ___________________________________________________________________
 GG0924  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GG0924  DYNAMIC HT  -         406.872 (meters)    1334.88  (feet)  COMP
 GG0924  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 GG0924
 GG0924  VERT ORDER  -  FIRST     CLASS II
 GG0924
 GG0924.The horizontal coordinates were scaled from a topographic map and have
 GG0924.an estimated accuracy of +/- 6 seconds.
 GG0924
 GG0924.The orthometric height was determined by differential leveling
 GG0924.and adjusted by the National Geodetic Survey in June 1991..
 GG0924
 GG0924.The geoid height was determined by GEOID03.
 GG0924
 GG0924.The dynamic height is computed by dividing the NAVD 88
 GG0924.geopotential number by the normal gravity value computed on the
 GG0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0924.degrees latitude (g = 980.6199 gals.).
 GG0924
 GG0924.The modeled gravity was interpolated from observed gravity values.
 GG0924
 GG0924;                    North         East    Units  Estimated Accuracy
 GG0924;SPC AR N     -   232,320.      214,240.      MT  (+/- 180 meters Scaled)
 GG0924
 GG0924                          SUPERSEDED SURVEY CONTROL
 GG0924
 GG0924  NGVD 29 (10/05/93)  407.085  (m)         1335.58   (f) ADJUSTED    1 2
 GG0924
 GG0924.Superseded values are not recommended for survey control.
 GG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0924.See file dsdata.txt to determine how the superseded data were derived.
 GG0924
 GG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA039299(NAD 83)
 GG0924_MARKER: I = METAL ROD
 GG0924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0924_SP_SET: STAINLESS STEEL ROD
 GG0924_STAMPING: P 309 1989
 GG0924_MARK LOGO: NGS   
 GG0924_PROJECTION: FLUSH
 GG0924_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0924+STABILITY: POSITION/ELEVATION WELL
 GG0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0924+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0924_ROD/PIPE-DEPTH: 4.6  meters
 GG0924
 GG0924  HISTORY     - Date     Condition        Report By
 GG0924  HISTORY     - 1989     MONUMENTED       NGS
 GG0924
 GG0924                          STATION DESCRIPTION
 GG0924
 GG0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0924'7.4 KM (4.60 MI) NORTHERLY ALONG U.S. HIGHWAY 62 FROM ITS JUNCTION
 GG0924'WITH STATE HIGHWAY 94 IN ROGERS, 40.6 M (133.2 FT) WEST OF THE
 GG0924'CENTERLINE OF THE HIGHWAY, 11.1 M (36.4 FT) WEST TO THE CENTER OF A
 GG0924'PAVED ROAD, 6.0 M (19.7 FT) NORTH OF THE CENTER OF A GATE, 1.3 M (4.3
 GG0924'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A
 GG0924'WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GG0924'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0073 ***********************************************************************
 GF0073  DESIGNATION -  P 31
 GF0073  PID         -  GF0073
 GF0073  STATE/COUNTY-  AR/IZARD
 GF0073  USGS QUAD   -  BOSWELL (1980)
 GF0073
 GF0073                         *CURRENT SURVEY CONTROL
 GF0073  ___________________________________________________________________
 GF0073* NAD 83(1986)-  36 02 25.     (N)    092 03 34.     (W)     SCALED    
 GF0073* NAVD 88     -       105.697  (meters)     346.77   (feet)  ADJUSTED  
 GF0073  ___________________________________________________________________
 GF0073  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GF0073  DYNAMIC HT  -         105.608 (meters)     346.48  (feet)  COMP
 GF0073  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GF0073
 GF0073  VERT ORDER  -  SECOND    CLASS 0
 GF0073
 GF0073.The horizontal coordinates were scaled from a topographic map and have
 GF0073.an estimated accuracy of +/- 6 seconds.
 GF0073
 GF0073.The orthometric height was determined by differential leveling
 GF0073.and adjusted by the National Geodetic Survey in June 1991..
 GF0073
 GF0073.The geoid height was determined by GEOID03.
 GF0073
 GF0073.The dynamic height is computed by dividing the NAVD 88
 GF0073.geopotential number by the normal gravity value computed on the
 GF0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0073.degrees latitude (g = 980.6199 gals.).
 GF0073
 GF0073.The modeled gravity was interpolated from observed gravity values.
 GF0073
 GF0073;                    North         East    Units  Estimated Accuracy
 GF0073;SPC AR N     -   189,380.      394,640.      MT  (+/- 180 meters Scaled)
 GF0073
 GF0073                          SUPERSEDED SURVEY CONTROL
 GF0073
 GF0073  NGVD 29 (??/??/92)  105.598  (m)          346.45   (f) ADJ UNCH    2 0
 GF0073
 GF0073.Superseded values are not recommended for survey control.
 GF0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0073.See file dsdata.txt to determine how the superseded data were derived.
 GF0073
 GF0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV847888(NAD 83)
 GF0073_MARKER: DB = BENCH MARK DISK
 GF0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0073_STAMPING: P-31 1934
 GF0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0073+STABILITY: SURFACE MOTION
 GF0073
 GF0073  HISTORY     - Date     Condition        Report By
 GF0073  HISTORY     - 1934     MONUMENTED       CGS
 GF0073  HISTORY     - 1963     MARK NOT FOUND   USGS
 GF0073
 GF0073                          STATION DESCRIPTION
 GF0073
 GF0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0073'7.5 MI SE FROM CALICO ROCK.
 GF0073'AT THE BOSWELL SWITCH, 250 FEET NORTHWEST OF THE R.R. STATION,
 GF0073'115 FEET NORTHWEST OF THE WATER TANK, 48 FEET SOUTHWEST OF
 GF0073'RAILROAD CENTERLINE, 2 FEET NORTHEAST OF R/W FENCE.  TABLET SET
 GF0073'IN TOP OF A PRECAST CONCRETE POST.
 GF0073
 GF0073                          STATION RECOVERY (1963)
 GF0073
 GF0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GF0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0119 ***********************************************************************
 GG0119  DESIGNATION -  P 31
 GG0119  PID         -  GG0119
 GG0119  STATE/COUNTY-  AR/BENTON
 GG0119  USGS QUAD   -  GENTRY (1982)
 GG0119
 GG0119                         *CURRENT SURVEY CONTROL
 GG0119  ___________________________________________________________________
 GG0119* NAD 83(1986)-  36 16 01.     (N)    094 28 51.     (W)     SCALED    
 GG0119* NAVD 88     -       378.501  (meters)    1241.80   (feet)  ADJUSTED  
 GG0119  ___________________________________________________________________
 GG0119  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GG0119  DYNAMIC HT  -         378.172 (meters)    1240.72  (feet)  COMP
 GG0119  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 GG0119
 GG0119  VERT ORDER  -  SECOND    CLASS 0
 GG0119
 GG0119.The horizontal coordinates were scaled from a topographic map and have
 GG0119.an estimated accuracy of +/- 6 seconds.
 GG0119
 GG0119.The orthometric height was determined by differential leveling
 GG0119.and adjusted by the National Geodetic Survey in June 1991..
 GG0119
 GG0119.The geoid height was determined by GEOID03.
 GG0119
 GG0119.The dynamic height is computed by dividing the NAVD 88
 GG0119.geopotential number by the normal gravity value computed on the
 GG0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0119.degrees latitude (g = 980.6199 gals.).
 GG0119
 GG0119.The modeled gravity was interpolated from observed gravity values.
 GG0119
 GG0119;                    North         East    Units  Estimated Accuracy
 GG0119;SPC AR N     -   217,330.      177,100.      MT  (+/- 180 meters Scaled)
 GG0119
 GG0119                          SUPERSEDED SURVEY CONTROL
 GG0119
 GG0119  NGVD 29 (??/??/92)  378.360  (m)         1241.34   (f) ADJ UNCH    2 0
 GG0119
 GG0119.Superseded values are not recommended for survey control.
 GG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0119.See file dsdata.txt to determine how the superseded data were derived.
 GG0119
 GG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA669145(NAD 83)
 GG0119_MARKER: DB = BENCH MARK DISK
 GG0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0119_SP_SET: WALL
 GG0119_STAMPING: P-31 1934
 GG0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0119
 GG0119  HISTORY     - Date     Condition        Report By
 GG0119  HISTORY     - 1934     MONUMENTED       CGS
 GG0119  HISTORY     - 1968     MARK NOT FOUND   USGS
 GG0119  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0119  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GG0119
 GG0119                          STATION DESCRIPTION
 GG0119
 GG0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0119'AT GENTRY KCS RR STATION.
 GG0119'IN THE EAST WALL OF KANSAS CITY SOUTHERN RAILROAD DEPOT, TO THE
 GG0119'LEFT OF ENTRANCE NEAR THE TICKET WINDOW.  5 FEET ABOVE THE WALK.
 GG0119'NOTE-- THE RR STATION HAS BEEN TORN DOWN.
 GG0119
 GG0119                          STATION RECOVERY (1968)
 GG0119
 GG0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0119'MARK NOT FOUND.
 GG0119
 GG0119                          STATION RECOVERY (1987)
 GG0119
 GG0119'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0119'MARK NOT FOUND.
 GG0119
 GG0119                          STATION RECOVERY (1989)
 GG0119
 GG0119'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLC)
 GG0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0902 ***********************************************************************
 GG0902  DESIGNATION -  P 310
 GG0902  PID         -  GG0902
 GG0902  STATE/COUNTY-  AR/WASHINGTON
 GG0902  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0902
 GG0902                         *CURRENT SURVEY CONTROL
 GG0902  ___________________________________________________________________
 GG0902* NAD 83(1986)-  36 02 56.     (N)    094 10 49.     (W)     SCALED    
 GG0902* NAVD 88     -       378.994  (meters)    1243.42   (feet)  ADJUSTED  
 GG0902  ___________________________________________________________________
 GG0902  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0902  DYNAMIC HT  -         378.653 (meters)    1242.30  (feet)  COMP
 GG0902  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 GG0902
 GG0902  VERT ORDER  -  FIRST     CLASS II
 GG0902
 GG0902.The horizontal coordinates were scaled from a topographic map and have
 GG0902.an estimated accuracy of +/- 6 seconds.
 GG0902
 GG0902.The orthometric height was determined by differential leveling
 GG0902.and adjusted by the National Geodetic Survey in June 1991..
 GG0902
 GG0902.The geoid height was determined by GEOID03.
 GG0902
 GG0902.The dynamic height is computed by dividing the NAVD 88
 GG0902.geopotential number by the normal gravity value computed on the
 GG0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0902.degrees latitude (g = 980.6199 gals.).
 GG0902
 GG0902.The modeled gravity was interpolated from observed gravity values.
 GG0902
 GG0902;                    North         East    Units  Estimated Accuracy
 GG0902;SPC AR N     -   192,510.      203,560.      MT  (+/- 180 meters Scaled)
 GG0902
 GG0902                          SUPERSEDED SURVEY CONTROL
 GG0902
 GG0902  NGVD 29 (10/05/93)  378.828  (m)         1242.87   (f) ADJUSTED    1 2
 GG0902
 GG0902.Superseded values are not recommended for survey control.
 GG0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0902.See file dsdata.txt to determine how the superseded data were derived.
 GG0902
 GG0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV936900(NAD 83)
 GG0902_MARKER: I = METAL ROD
 GG0902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0902_SP_SET: STAINLESS STEEL ROD
 GG0902_STAMPING: P 310 1989
 GG0902_MARK LOGO: NGS   
 GG0902_PROJECTION: FLUSH
 GG0902_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0902+STABILITY: POSITION/ELEVATION WELL
 GG0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0902+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0902_ROD/PIPE-DEPTH: 4.6  meters
 GG0902
 GG0902  HISTORY     - Date     Condition        Report By
 GG0902  HISTORY     - 1989     MONUMENTED       NGS
 GG0902  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 GG0902
 GG0902                          STATION DESCRIPTION
 GG0902
 GG0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0902'IN FAYETTEVILLE, AT THE INTERSECTION OF STATE HIGHWAY 16 AND THE
 GG0902'ARKANSAS AND MISSOURI RAILROAD, AT A POINT WHERE THE HIGHWAY TURNS
 GG0902'FROM EAST-WEST TO NORTH-SOUTH, 57.6 M (189.0 FT) WEST OF THE NEAR
 GG0902'RAIL, 19.2 M (63.0 FT) EAST OF THE CENTER OF THE HIGHWAY, 15.3 M
 GG0902'(50.2 FT) NORTH OF THE CENTER OF THE HIGHWAY, 2.0 M (6.6 FT) BELOW
 GG0902'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF UTILITY POLE NUMBER
 GG0902'30, AND 0.3 M (1.0 FT) WEST OF WITNESS POST.  NOTE--ACCESS TO THE
 GG0902'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GG0902
 GG0902                          STATION RECOVERY (1996)
 GG0902
 GG0902'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1207 ***********************************************************************
 FH1207  DESIGNATION -  P 311
 FH1207  PID         -  FH1207
 FH1207  STATE/COUNTY-  AR/CRAWFORD
 FH1207  USGS QUAD   -  RUDY (1983)
 FH1207
 FH1207                         *CURRENT SURVEY CONTROL
 FH1207  ___________________________________________________________________
 FH1207* NAD 83(1986)-  35 30 00.     (N)    094 17 36.     (W)     SCALED    
 FH1207* NAVD 88     -       205.582  (meters)     674.48   (feet)  ADJUSTED  
 FH1207  ___________________________________________________________________
 FH1207  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FH1207  DYNAMIC HT  -         205.390 (meters)     673.85  (feet)  COMP
 FH1207  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 FH1207
 FH1207  VERT ORDER  -  FIRST     CLASS II
 FH1207
 FH1207.The horizontal coordinates were scaled from a topographic map and have
 FH1207.an estimated accuracy of +/- 6 seconds.
 FH1207
 FH1207.The orthometric height was determined by differential leveling
 FH1207.and adjusted by the National Geodetic Survey in June 1991..
 FH1207
 FH1207.The geoid height was determined by GEOID03.
 FH1207
 FH1207.The dynamic height is computed by dividing the NAVD 88
 FH1207.geopotential number by the normal gravity value computed on the
 FH1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1207.degrees latitude (g = 980.6199 gals.).
 FH1207
 FH1207.The modeled gravity was interpolated from observed gravity values.
 FH1207
 FH1207;                    North         East    Units  Estimated Accuracy
 FH1207;SPC AR N     -   131,850.      191,960.      MT  (+/- 180 meters Scaled)
 FH1207
 FH1207                          SUPERSEDED SURVEY CONTROL
 FH1207
 FH1207  NGVD 29 (10/05/93)  205.484  (m)          674.16   (f) ADJUSTED    1 2
 FH1207
 FH1207.Superseded values are not recommended for survey control.
 FH1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1207.See file dsdata.txt to determine how the superseded data were derived.
 FH1207
 FH1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV827292(NAD 83)
 FH1207_MARKER: I = METAL ROD
 FH1207_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1207+WITH SETTING: INFORMATION.
 FH1207_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1207_STAMPING: P 311 1989
 FH1207_MARK LOGO: NGS   
 FH1207_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1207+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 FH1207
 FH1207  HISTORY     - Date     Condition        Report By
 FH1207  HISTORY     - 1989     MONUMENTED       NGS
 FH1207  HISTORY     - 20060214 GOOD             ARHD
 FH1207
 FH1207                          STATION DESCRIPTION
 FH1207
 FH1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1207'4.2 KM (2.60 MI) SOUTHERLY ALONG STATE HIGHWAY 282 FROM THE JUNCTION
 FH1207'OF THE ARKANSAS AND MISSOURI RAILROAD IN RUDY, A METAL ROD DRIVEN TO
 FH1207'REFUSAL AT 1.8 M AND FLUSH WITH THE GROUND, 37.8 M (124.0 FT)
 FH1207'NORTHEAST OF THE CENTER OF A DRIVEWAY, 9.1 M (29.9 FT) NORTHWEST OF
 FH1207'THE CENTERLINE OF THE HIGHWAY, 7.7 M (25.3 FT) SOUTHWEST OF THE
 FH1207'CENTER OF A DRIVEWAY, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE CORNER, 0.3
 FH1207'M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 FH1207'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FH1207
 FH1207                          STATION RECOVERY (2006)
 FH1207
 FH1207'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FH1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1231 ***********************************************************************
 FH1231  DESIGNATION -  P 312
 FH1231  PID         -  FH1231
 FH1231  STATE/COUNTY-  AR/CRAWFORD
 FH1231  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1231
 FH1231                         *CURRENT SURVEY CONTROL
 FH1231  ___________________________________________________________________
 FH1231* NAD 83(1986)-  35 43 45.     (N)    094 07 55.     (W)     SCALED    
 FH1231* NAVD 88     -       538.109  (meters)    1765.45   (feet)  ADJUSTED  
 FH1231  ___________________________________________________________________
 FH1231  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FH1231  DYNAMIC HT  -         537.599 (meters)    1763.77  (feet)  COMP
 FH1231  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 FH1231
 FH1231  VERT ORDER  -  FIRST     CLASS II
 FH1231
 FH1231.The horizontal coordinates were scaled from a topographic map and have
 FH1231.an estimated accuracy of +/- 6 seconds.
 FH1231
 FH1231.The orthometric height was determined by differential leveling
 FH1231.and adjusted by the National Geodetic Survey in June 1991..
 FH1231
 FH1231.The geoid height was determined by GEOID03.
 FH1231
 FH1231.The dynamic height is computed by dividing the NAVD 88
 FH1231.geopotential number by the normal gravity value computed on the
 FH1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1231.degrees latitude (g = 980.6199 gals.).
 FH1231
 FH1231.The modeled gravity was interpolated from observed gravity values.
 FH1231
 FH1231;                    North         East    Units  Estimated Accuracy
 FH1231;SPC AR N     -   156,940.      207,150.      MT  (+/- 180 meters Scaled)
 FH1231
 FH1231                          SUPERSEDED SURVEY CONTROL
 FH1231
 FH1231  NGVD 29 (10/05/93)  537.965  (m)         1764.97   (f) ADJUSTED    1 2
 FH1231
 FH1231.Superseded values are not recommended for survey control.
 FH1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1231.See file dsdata.txt to determine how the superseded data were derived.
 FH1231
 FH1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV976545(NAD 83)
 FH1231_MARKER: I = METAL ROD
 FH1231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1231_SP_SET: STAINLESS STEEL ROD
 FH1231_STAMPING: P 312 1989
 FH1231_MARK LOGO: NGS   
 FH1231_PROJECTION: FLUSH
 FH1231_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1231+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1231_ROD/PIPE-DEPTH: 3.7  meters
 FH1231
 FH1231  HISTORY     - Date     Condition        Report By
 FH1231  HISTORY     - 1989     MONUMENTED       NGS
 FH1231
 FH1231                          STATION DESCRIPTION
 FH1231
 FH1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1231'13.1 KM (8.15 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1231'WITH COUNTY ROAD 385 (ASH DRIVE) IN MOUNTAINBURG, 17.9 M (58.7 FT)
 FH1231'NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.8 M (19.0 FT) WEST OF THE
 FH1231'CENTER OF A DRIVEWAY LEADING NORTHWEST, 2.8 M (9.2 FT) WEST OF A ROCK
 FH1231'GATE POST, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 FH1231'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM
 FH1231'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1255 ***********************************************************************
 GE1255  DESIGNATION -  P 313
 GE1255  PID         -  GE1255
 GE1255  STATE/COUNTY-  AR/SHARP
 GE1255  USGS QUAD   -  HARDY (1981)
 GE1255
 GE1255                         *CURRENT SURVEY CONTROL
 GE1255  ___________________________________________________________________
 GE1255* NAD 83(1986)-  36 19 20.     (N)    091 29 24.     (W)     SCALED    
 GE1255* NAVD 88     -       134.512  (meters)     441.31   (feet)  ADJUSTED  
 GE1255  ___________________________________________________________________
 GE1255  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE1255  DYNAMIC HT  -         134.400 (meters)     440.94  (feet)  COMP
 GE1255  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 GE1255
 GE1255  VERT ORDER  -  FIRST     CLASS II
 GE1255
 GE1255.The horizontal coordinates were scaled from a topographic map and have
 GE1255.an estimated accuracy of +/- 6 seconds.
 GE1255
 GE1255.The orthometric height was determined by differential leveling
 GE1255.and adjusted by the National Geodetic Survey in January 1995..
 GE1255
 GE1255.The geoid height was determined by GEOID03.
 GE1255
 GE1255.The dynamic height is computed by dividing the NAVD 88
 GE1255.geopotential number by the normal gravity value computed on the
 GE1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1255.degrees latitude (g = 980.6199 gals.).
 GE1255
 GE1255.The modeled gravity was interpolated from observed gravity values.
 GE1255
 GE1255;                    North         East    Units  Estimated Accuracy
 GE1255;SPC AR N     -   220,780.      445,800.      MT  (+/- 180 meters Scaled)
 GE1255
 GE1255                          SUPERSEDED SURVEY CONTROL
 GE1255
 GE1255  NGVD 29 (10/05/93)  134.403  (m)          440.95   (f) ADJUSTED    1 2
 GE1255
 GE1255.Superseded values are not recommended for survey control.
 GE1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1255.See file dsdata.txt to determine how the superseded data were derived.
 GE1255
 GE1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA355207(NAD 83)
 GE1255_MARKER: DV = VERTICAL CONTROL DISK
 GE1255_SETTING: 66 = SET IN ROCK OUTCROP
 GE1255_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1255_STAMPING: P 313 1990
 GE1255_MARK LOGO: NGS   
 GE1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1255+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1255
 GE1255  HISTORY     - Date     Condition        Report By
 GE1255  HISTORY     - 1990     MONUMENTED       NGS
 GE1255
 GE1255                          STATION DESCRIPTION
 GE1255
 GE1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1255'0.6 KM (0.35 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1255'U.S. HIGHWAY 62 IN HARDY, IN A 1 BY 2-FOOT AREA OF OUTCROPPING
 GE1255'BEDROCK, 8.9 M (29.2 FT) WEST-SOUTHWEST OF THE HIGHWAY CENTERLINE,
 GE1255'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT)
 GE1255'EAST-NORTHEAST OF A WITNESS POST AND THE SOUTHWEST LEG OF A HIGHWAY
 GE1255'INFORMATION SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2184 ***********************************************************************
 FF2184  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2184  DESIGNATION -  P 314
 FF2184  PID         -  FF2184
 FF2184  STATE/COUNTY-  AR/POINSETT
 FF2184  USGS QUAD   -  MARKED TREE (1983)
 FF2184
 FF2184                         *CURRENT SURVEY CONTROL
 FF2184  ___________________________________________________________________
 FF2184* NAD 83(1997)-  35 33 07.70838(N)    090 29 47.20139(W)     ADJUSTED  
 FF2184* NAVD 88     -        64.57   (meters)     211.8    (feet)  GPS OBS   
 FF2184  ___________________________________________________________________
 FF2184  X           -     -45,012.707 (meters)                     COMP
 FF2184  Y           -  -5,194,884.539 (meters)                     COMP
 FF2184  Z           -   3,687,897.541 (meters)                     COMP
 FF2184  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FF2184  ELLIP HEIGHT-          36.75  (meters)          (04/05/04) GPS OBS
 FF2184  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FF2184  DYNAMIC HT  -          64.52  (meters)     211.7   (feet)  COMP
 FF2184  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 FF2184
 FF2184  HORZ ORDER  -  B
 FF2184  VERT ORDER  -  THIRD (See Below)
 FF2184  ELLP ORDER  -  THIRD     CLASS I
 FF2184
 FF2184.The horizontal coordinates were established by GPS observations
 FF2184.and adjusted by the National Geodetic Survey in April 2004..
 FF2184
 FF2184.The orthometric height was determined by GPS observations and a
 FF2184.high-resolution geoid model using precise GPS observation and
 FF2184.processing techniques. It supersedes the leveled height previously
 FF2184.determined for this station.
 FF2184.The vertical order pertains to the first NAVD 88 superseded value.
 FF2184
 FF2184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2184
 FF2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2184
 FF2184.The ellipsoidal height was determined by GPS observations
 FF2184.and is referenced to NAD 83.
 FF2184
 FF2184.The geoid height was determined by GEOID03.
 FF2184
 FF2184.The dynamic height is computed by dividing the NAVD 88
 FF2184.geopotential number by the normal gravity value computed on the
 FF2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2184.degrees latitude (g = 980.6199 gals.).
 FF2184
 FF2184.The modeled gravity was interpolated from observed gravity values.
 FF2184
 FF2184;                    North         East     Units Scale Factor Converg.
 FF2184;SPC AR N     -   136,257.051   536,314.421   MT  0.99993609   +0 52 29.7
 FF2184;SPC AR N     -   447,036.67  1,759,558.23   sFT  0.99993609   +0 52 29.7
 FF2184;UTM  15      - 3,937,160.054   726,931.938   MT  1.00023466   +1 27 22.7
 FF2184
 FF2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2184!SPC AR N     -   0.99999423  x   0.99993609  =   0.99993032
 FF2184!UTM  15      -   0.99999423  x   1.00023466  =   1.00022889
 FF2184
 FF2184                          SUPERSEDED SURVEY CONTROL
 FF2184
 FF2184  NAVD 88 (01/31/95)   64.478  (m)          211.54   (f) ADJUSTED    1 2
 FF2184  NGVD 29 (10/05/93)   64.425  (m)          211.37   (f) ADJUSTED    1 2
 FF2184
 FF2184.Superseded values are not recommended for survey control.
 FF2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2184.See file dsdata.txt to determine how the superseded data were derived.
 FF2184
 FF2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2693237160(NAD 83)
 FF2184_MARKER: I = METAL ROD
 FF2184_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2184_SP_SET: STAINLESS STEEL ROD
 FF2184_STAMPING: P 314 1990
 FF2184_MARK LOGO: NGS   
 FF2184_PROJECTION: FLUSH
 FF2184_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2184+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 FF2184_ROD/PIPE-DEPTH: 21.9 meters
 FF2184
 FF2184  HISTORY     - Date     Condition        Report By
 FF2184  HISTORY     - 1990     MONUMENTED       NGS
 FF2184  HISTORY     - 20020319 GOOD             USACE
 FF2184
 FF2184                          STATION DESCRIPTION
 FF2184
 FF2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2184'7.2 KM (4.45 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 FF2184'STATE HIGHWAY 75 IN MARKED TREE, 0.5 KM (0.30 MI) NORTH OF THE
 FF2184'INTERSECTION OF STATE HIGHWAY 14, 23.3 M (76.4 FT) EAST OF THE
 FF2184'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 9.8 M (32.2 FT)
 FF2184'NORTHEAST OF THE EAST END OF THE MOST NORTHERLY OF 2 CULVERTS, 2.45 M
 FF2184'(8.04 FT) SOUTH OF A BRACED FENCE POST, 1.6 M (5.2 FT) BELOW THE
 FF2184'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND
 FF2184'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2184
 FF2184                          STATION RECOVERY (2002)
 FF2184
 FF2184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1210 ***********************************************************************
 GE1210  HT_MOD      -  This is a Height Modernization Survey Station.
 GE1210  CBN         -  This is a Cooperative Base Network Control Station.
 GE1210  DESIGNATION -  P 315
 GE1210  PID         -  GE1210
 GE1210  STATE/COUNTY-  AR/LAWRENCE
 GE1210  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1210
 GE1210                         *CURRENT SURVEY CONTROL
 GE1210  ___________________________________________________________________
 GE1210* NAD 83(1997)-  36 01 14.20267(N)    090 55 20.12951(W)     ADJUSTED  
 GE1210* NAVD 88     -        80.52   (meters)     264.2    (feet)  GPS OBS   
 GE1210  ___________________________________________________________________
 GE1210  X           -     -83,129.650 (meters)                     COMP
 GE1210  Y           -  -5,164,027.538 (meters)                     COMP
 GE1210  Z           -   3,730,072.590 (meters)                     COMP
 GE1210  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 GE1210  ELLIP HEIGHT-          52.50  (meters)          (09/08/03) GPS OBS
 GE1210  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GE1210  DYNAMIC HT  -          80.46  (meters)     264.0   (feet)  COMP
 GE1210  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GE1210
 GE1210  HORZ ORDER  -  B
 GE1210  VERT ORDER  -  THIRD (See Below)
 GE1210  ELLP ORDER  -  FOURTH    CLASS I
 GE1210
 GE1210.The horizontal coordinates were established by GPS observations
 GE1210.and adjusted by the National Geodetic Survey in September 2003..
 GE1210
 GE1210.The orthometric height was determined by GPS observations and a
 GE1210.high-resolution geoid model using precise GPS observation and
 GE1210.processing techniques. It supersedes the leveled height previously
 GE1210.determined for this station.
 GE1210.The vertical order pertains to the first NAVD 88 superseded value.
 GE1210
 GE1210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1210
 GE1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1210
 GE1210.The ellipsoidal height was determined by GPS observations
 GE1210.and is referenced to NAD 83.
 GE1210
 GE1210.The geoid height was determined by GEOID03.
 GE1210
 GE1210.The dynamic height is computed by dividing the NAVD 88
 GE1210.geopotential number by the normal gravity value computed on the
 GE1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1210.degrees latitude (g = 980.6199 gals.).
 GE1210
 GE1210.The modeled gravity was interpolated from observed gravity values.
 GE1210
 GE1210;                    North         East     Units Scale Factor Converg.
 GE1210;SPC AR N     -   187,724.223   497,142.529   MT  0.99996486   +0 37 37.7
 GE1210;SPC AR N     -   615,891.89  1,631,041.78   sFT  0.99996486   +0 37 37.7
 GE1210;UTM  15      - 3,988,231.482   687,225.952   MT  1.00003194   +1 13 20.0
 GE1210
 GE1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1210!SPC AR N     -   0.99999176  x   0.99996486  =   0.99995662
 GE1210!UTM  15      -   0.99999176  x   1.00003194  =   1.00002370
 GE1210
 GE1210                          SUPERSEDED SURVEY CONTROL
 GE1210
 GE1210  ELLIP H (07/20/01)   52.53   (m)                       GP(       ) 4 1
 GE1210  NAD 83(1997)-  36 01 14.20230(N)    090 55 20.13016(W) AD(       ) B
 GE1210  ELLIP H (09/19/97)   52.53   (m)                       GP(       ) 4 1
 GE1210  NAVD 88 (01/31/95)   80.485  (m)          264.06   (f) ADJUSTED    1 2
 GE1210  NGVD 29 (10/05/93)   80.399  (m)          263.78   (f) ADJUSTED    1 2
 GE1210
 GE1210.Superseded values are not recommended for survey control.
 GE1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1210.See file dsdata.txt to determine how the superseded data were derived.
 GE1210
 GE1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8722688231(NAD 83)
 GE1210_MARKER: I = METAL ROD
 GE1210_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1210_SP_SET: STAINLESS STEEL ROD
 GE1210_STAMPING: P 315 1990
 GE1210_MARK LOGO: NGS   
 GE1210_PROJECTION: FLUSH
 GE1210_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1210+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2002
 GE1210_ROD/PIPE-DEPTH: 35.3 meters
 GE1210
 GE1210  HISTORY     - Date     Condition        Report By
 GE1210  HISTORY     - 1990     MONUMENTED       NGS
 GE1210  HISTORY     - 19970220 GOOD             NGS
 GE1210  HISTORY     - 20000118 GOOD             NGS
 GE1210  HISTORY     - 20020204 GOOD             USACE
 GE1210  HISTORY     - 20020508 GOOD             EMCINC
 GE1210
 GE1210                          STATION DESCRIPTION
 GE1210
 GE1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1210'5.8 KM (3.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1210'THE MISSOURI PACIFIC RAILROAD IN HOXIE, 64.3 M (211.0 FT) SOUTHEAST
 GE1210'OF THE CENTER OF A ROAD, 43.9 M (144.0 FT) NORTHEAST OF THE HIGHWAY
 GE1210'CENTERLINE, 15.6 M (51.2 FT) NORTHEAST OF THE NEAR RAIL OF THE
 GE1210'BURLINGTON NORTHERN RAILROAD, 2.3 M (7.5 FT) NORTHWEST OF A UTILITY
 GE1210'POLE WITH LINES CROSSING THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A
 GE1210'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 GE1210'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1210
 GE1210                          STATION RECOVERY (1997)
 GE1210
 GE1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1210'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) NORTHWEST OF JONESBORO,
 GE1210'4 KM (2.50 MI) SOUTH OF WALNUT RIDGE, 3 KM (1.85 MI) SOUTHEAST OF
 GE1210'HOXIE, ON A NORTH-SOUTH RIDGE BETWEEN A RAILROAD TRACK AND A CANAL,
 GE1210'SOUTHWEST OF AND ACROSS A GRAVEL ROAD FROM A FARMHOUSE WITH SEVERAL
 GE1210'GRAIN BINS.  OWNERSHIP--MISSOURI PACIFIC RAILROAD.  TO REACH FROM THE
 GE1210'JUNCTION OF U.S. HIGHWAYS 63, 67 AND SOUTHWEST LINDSEY STREET IN EAST
 GE1210'HOXIE, GO SOUTHEASTERLY ON HIGHWAY 63 FOR 3.70 KM (2.30 MI) TO A PAVED
 GE1210'CROSSROAD (STATE HIGHWAY 91).  CONTINUE AHEAD, SOUTHEAST ON HIGHWAY 63
 GE1210'FOR 2.01 KM (1.25 MI) TO THE JUNCTION OF COUNTY ROAD 630 ON THE LEFT
 GE1210'AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE ON THE TOP
 GE1210'CENTER OF A STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A
 GE1210'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 64.3
 GE1210'M (211.0 FT) SOUTHEAST OF THE CENTER OF COUNTY ROAD 630, 43.9 M (144.0
 GE1210'FT) NORTHEAST OF THE HIGHWAY CENTER, 15.6 M (51.2 FT) NORTHEAST OF THE
 GE1210'NORTHEAST RAIL OF THE TRACKS, 7.7 M (25.3 FT) EAST-SOUTHEAST OF A
 GE1210'POWER POLE WITH 8 WIRES, 2.3 M (7.5 FT) NORTHWEST OF A POWER POLE WITH
 GE1210'LINES CROSSING THE HIGHWAY AND 0.1 M (0.3 FT) SOUTHEAST OF A
 GE1210'FIBERGLASS WITNESS POST.
 GE1210
 GE1210                          STATION RECOVERY (2000)
 GE1210
 GE1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 GE1210'RECOVERED AS DESCRIBED.
 GE1210
 GE1210                          STATION RECOVERY (2002)
 GE1210
 GE1210'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GE1210'RECOVERED IN GOOD CONDITION.
 GE1210
 GE1210                          STATION RECOVERY (2002)
 GE1210
 GE1210'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 GE1210'MARK FOUND AS DESCRIBED.
 GE1210'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1234 ***********************************************************************
 GE1234  DESIGNATION -  P 316
 GE1234  PID         -  GE1234
 GE1234  STATE/COUNTY-  AR/LAWRENCE
 GE1234  USGS QUAD   -  RAVENDEN (1981)
 GE1234
 GE1234                         *CURRENT SURVEY CONTROL
 GE1234  ___________________________________________________________________
 GE1234* NAD 83(1986)-  36 14 33.     (N)    091 15 59.     (W)     SCALED    
 GE1234* NAVD 88     -        97.428  (meters)     319.64   (feet)  ADJUSTED  
 GE1234  ___________________________________________________________________
 GE1234  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE1234  DYNAMIC HT  -          97.347 (meters)     319.38  (feet)  COMP
 GE1234  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 GE1234
 GE1234  VERT ORDER  -  FIRST     CLASS II
 GE1234
 GE1234.The horizontal coordinates were scaled from a topographic map and have
 GE1234.an estimated accuracy of +/- 6 seconds.
 GE1234
 GE1234.The orthometric height was determined by differential leveling
 GE1234.and adjusted by the National Geodetic Survey in January 1995..
 GE1234
 GE1234.The geoid height was determined by GEOID03.
 GE1234
 GE1234.The dynamic height is computed by dividing the NAVD 88
 GE1234.geopotential number by the normal gravity value computed on the
 GE1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1234.degrees latitude (g = 980.6199 gals.).
 GE1234
 GE1234.The modeled gravity was interpolated from observed gravity values.
 GE1234
 GE1234;                    North         East    Units  Estimated Accuracy
 GE1234;SPC AR N     -   212,060.      465,940.      MT  (+/- 180 meters Scaled)
 GE1234
 GE1234                          SUPERSEDED SURVEY CONTROL
 GE1234
 GE1234  NGVD 29 (10/05/93)   97.328  (m)          319.32   (f) ADJUSTED    1 2
 GE1234
 GE1234.Superseded values are not recommended for survey control.
 GE1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1234.See file dsdata.txt to determine how the superseded data were derived.
 GE1234
 GE1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA557122(NAD 83)
 GE1234_MARKER: I = METAL ROD
 GE1234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1234_SP_SET: STAINLESS STEEL ROD
 GE1234_STAMPING: P 316 1990
 GE1234_MARK LOGO: NGS   
 GE1234_PROJECTION: FLUSH
 GE1234_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1234+STABILITY: POSITION/ELEVATION WELL
 GE1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1234+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1234_ROD/PIPE-DEPTH: 6.0  meters
 GE1234
 GE1234  HISTORY     - Date     Condition        Report By
 GE1234  HISTORY     - 1990     MONUMENTED       NGS
 GE1234  HISTORY     - 20021026 GOOD             USACE
 GE1234
 GE1234                          STATION DESCRIPTION
 GE1234
 GE1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1234'1.4 KM (0.85 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1234'STATE HIGHWAY 90 IN RAVENDEN, 0.2 KM (0.10 MI) SOUTHEAST OF THE
 GE1234'SHARP-LAWRENCE COUNTY LINE, 17.8 SOUTHWEST OF THE HIGHWAY CENTERLINE,
 GE1234'8.8 M (28.9 FT) SOUTHEAST OF THE CENTER OF A GATE, 0.4 M (1.3 FT)
 GE1234'NORTHEAST OF A WITNESS POST AND FENCE. AND 0.3 M (1.0 FT) ABOVE THE
 GE1234'LEVEL OF THE HIGHWAY. FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 GE1234'THROUGH A 5-INCH LOGO CAP.
 GE1234
 GE1234                          STATION RECOVERY (2002)
 GE1234
 GE1234'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0207 ***********************************************************************
 GE0207  DESIGNATION -  P 32
 GE0207  PID         -  GE0207
 GE0207  STATE/COUNTY-  AR/GREENE
 GE0207  USGS QUAD   -  LAFE (1993)
 GE0207
 GE0207                         *CURRENT SURVEY CONTROL
 GE0207  ___________________________________________________________________
 GE0207* NAD 83(1986)-  36 09 53.     (N)    090 30 35.     (W)     SCALED    
 GE0207* NAVD 88     -       102.140  (meters)     335.10   (feet)  ADJUSTED  
 GE0207  ___________________________________________________________________
 GE0207  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GE0207  DYNAMIC HT  -         102.056 (meters)     334.83  (feet)  COMP
 GE0207  MODELED GRAV-     979,802.4   (mgal)                       NAVD 88
 GE0207
 GE0207  VERT ORDER  -  FIRST     CLASS II
 GE0207
 GE0207.The horizontal coordinates were scaled from a topographic map and have
 GE0207.an estimated accuracy of +/- 6 seconds.
 GE0207
 GE0207.The orthometric height was determined by differential leveling
 GE0207.and adjusted by the National Geodetic Survey in June 1991..
 GE0207
 GE0207.The geoid height was determined by GEOID03.
 GE0207
 GE0207.The dynamic height is computed by dividing the NAVD 88
 GE0207.geopotential number by the normal gravity value computed on the
 GE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0207.degrees latitude (g = 980.6199 gals.).
 GE0207
 GE0207.The modeled gravity was interpolated from observed gravity values.
 GE0207
 GE0207;                    North         East    Units  Estimated Accuracy
 GE0207;SPC AR N     -   204,200.      534,080.      MT  (+/- 180 meters Scaled)
 GE0207
 GE0207                          SUPERSEDED SURVEY CONTROL
 GE0207
 GE0207  NGVD 29 (??/??/92)  102.130  (m)          335.07   (f) ADJ UNCH    1 2
 GE0207
 GE0207.Superseded values are not recommended for survey control.
 GE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0207.See file dsdata.txt to determine how the superseded data were derived.
 GE0207
 GE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA239050(NAD 83)
 GE0207_MARKER: DB = BENCH MARK DISK
 GE0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0207_STAMPING: P 32 1933
 GE0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0207+STABILITY: SURFACE MOTION
 GE0207
 GE0207  HISTORY     - Date     Condition        Report By
 GE0207  HISTORY     - 1933     MONUMENTED       CGS
 GE0207  HISTORY     - 1956     GOOD             NGS
 GE0207  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE0207
 GE0207                          STATION DESCRIPTION
 GE0207
 GE0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0207'8.2 MI NW FROM PARAGOULD.
 GE0207'8.25 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0207'STATION AT PARAGOULD, AT GAINESVILLE, ABOUT 0.3 MILE SOUTHEAST
 GE0207'OF MILE POLE 211, 75 FEET WEST-SOUTHWEST OF NEAR RAIL OF MAIN
 GE0207'TRACK, 108 FEET EAST-NORTHEAST OF CENTER LINE OF STATE HIGHWAY
 GE0207'135, 79 FEET NORTH OF CENTER LINE OF AN EAST-WEST ROAD, 112
 GE0207'FEET WEST-NORTHWEST OF CENTER OF CROSSING OF ROAD AND MAIN
 GE0207'TRACK, 61 FEET WEST-SOUTHWEST OF NEAR RAIL OF A SIDE TRACK, 19
 GE0207'FEET SOUTH-SOUTHEAST OF A FENCE LINE, ABOUT 3 FEET BELOW LEVEL
 GE0207'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 1/2
 GE0207'INCHES.
 GE0207
 GE0207                          STATION RECOVERY (2002)
 GE0207
 GE0207'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0068 ***********************************************************************
 GF0068  DESIGNATION -  P 32
 GF0068  PID         -  GF0068
 GF0068  STATE/COUNTY-  AR/IZARD
 GF0068  USGS QUAD   -  BOSWELL (1980)
 GF0068
 GF0068                         *CURRENT SURVEY CONTROL
 GF0068  ___________________________________________________________________
 GF0068* NAD 83(1986)-  36 05 26.     (N)    092 07 27.     (W)     SCALED    
 GF0068* NAVD 88     -       109.420  (meters)     358.99   (feet)  ADJUSTED  
 GF0068  ___________________________________________________________________
 GF0068  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GF0068  DYNAMIC HT  -         109.328 (meters)     358.69  (feet)  COMP
 GF0068  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 GF0068
 GF0068  VERT ORDER  -  SECOND    CLASS 0
 GF0068
 GF0068.The horizontal coordinates were scaled from a topographic map and have
 GF0068.an estimated accuracy of +/- 6 seconds.
 GF0068
 GF0068.The orthometric height was determined by differential leveling
 GF0068.and adjusted by the National Geodetic Survey in June 1991..
 GF0068
 GF0068.The geoid height was determined by GEOID03.
 GF0068
 GF0068.The dynamic height is computed by dividing the NAVD 88
 GF0068.geopotential number by the normal gravity value computed on the
 GF0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0068.degrees latitude (g = 980.6199 gals.).
 GF0068
 GF0068.The modeled gravity was interpolated from observed gravity values.
 GF0068
 GF0068;                    North         East    Units  Estimated Accuracy
 GF0068;SPC AR N     -   194,960.      388,820.      MT  (+/- 180 meters Scaled)
 GF0068
 GF0068                          SUPERSEDED SURVEY CONTROL
 GF0068
 GF0068  NGVD 29 (??/??/92)  109.320  (m)          358.66   (f) ADJ UNCH    2 0
 GF0068
 GF0068.Superseded values are not recommended for survey control.
 GF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0068.See file dsdata.txt to determine how the superseded data were derived.
 GF0068
 GF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV788943(NAD 83)
 GF0068_MARKER: DB = BENCH MARK DISK
 GF0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0068_STAMPING: P-32 1934
 GF0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0068+STABILITY: SURFACE MOTION
 GF0068
 GF0068  HISTORY     - Date     Condition        Report By
 GF0068  HISTORY     - 1934     MONUMENTED       CGS
 GF0068
 GF0068                          STATION DESCRIPTION
 GF0068
 GF0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0068'2.1 MI SE FROM CALICO ROCK.
 GF0068'ABOUT 0.2 MILE SOUTHEAST OF THE CRESWELL SWITCH, 80 FEET NORTHWEST
 GF0068'OF POLE 339-10, 58 FEET SOUTHEAST OF THE CENTER OF THE SOUTH
 GF0068'END OF THE MISSOURI PACIFIC BRIDGE NO. 65, 36 FEET NORTHEAST
 GF0068'OF RAILROAD CENTERLINE, 17 FEET SOUTHWEST OF R/W FENCE.  TABLET
 GF0068'SET IN TOP OF A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0070 ***********************************************************************
 GF0070  DESIGNATION -  P 33
 GF0070  PID         -  GF0070
 GF0070  STATE/COUNTY-  AR/IZARD
 GF0070  USGS QUAD   -  BOSWELL (1980)
 GF0070
 GF0070                         *CURRENT SURVEY CONTROL
 GF0070  ___________________________________________________________________
 GF0070* NAD 83(1986)-  36 03 45.     (N)    092 06 01.     (W)     SCALED    
 GF0070* NAVD 88     -       109.019  (meters)     357.67   (feet)  ADJUSTED  
 GF0070  ___________________________________________________________________
 GF0070  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GF0070  DYNAMIC HT  -         108.927 (meters)     357.37  (feet)  COMP
 GF0070  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GF0070
 GF0070  VERT ORDER  -  SECOND    CLASS 0
 GF0070
 GF0070.The horizontal coordinates were scaled from a topographic map and have
 GF0070.an estimated accuracy of +/- 6 seconds.
 GF0070
 GF0070.The orthometric height was determined by differential leveling
 GF0070.and adjusted by the National Geodetic Survey in June 1991..
 GF0070
 GF0070.The geoid height was determined by GEOID03.
 GF0070
 GF0070.The dynamic height is computed by dividing the NAVD 88
 GF0070.geopotential number by the normal gravity value computed on the
 GF0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0070.degrees latitude (g = 980.6199 gals.).
 GF0070
 GF0070.The modeled gravity was interpolated from observed gravity values.
 GF0070
 GF0070;                    North         East    Units  Estimated Accuracy
 GF0070;SPC AR N     -   191,850.      390,970.      MT  (+/- 180 meters Scaled)
 GF0070
 GF0070                          SUPERSEDED SURVEY CONTROL
 GF0070
 GF0070  NGVD 29 (??/??/92)  108.920  (m)          357.35   (f) ADJ UNCH    2 0
 GF0070
 GF0070.Superseded values are not recommended for survey control.
 GF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0070.See file dsdata.txt to determine how the superseded data were derived.
 GF0070
 GF0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV810912(NAD 83)
 GF0070_MARKER: DB = BENCH MARK DISK
 GF0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0070_STAMPING: P-33 1934
 GF0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0070+STABILITY: SURFACE MOTION
 GF0070
 GF0070  HISTORY     - Date     Condition        Report By
 GF0070  HISTORY     - 1934     MONUMENTED       CGS
 GF0070
 GF0070                          STATION DESCRIPTION
 GF0070
 GF0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0070'4.5 MI SE FROM CALICO ROCK.
 GF0070'48 FEET WEST OF POLE 336-26, 18 FEET NORTHWEST OF FARM ROAD
 GF0070'GRADE CROSSING, 15 FEET NORTH OF RAILROAD CENTERLINE, 4.5 FEET
 GF0070'NORTHWEST OF CROSSING SIGN, TABLET SET IN TOP OF A PRECAST
 GF0070'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0111 ***********************************************************************
 GG0111  DESIGNATION -  P 34
 GG0111  PID         -  GG0111
 GG0111  STATE/COUNTY-  AR/BENTON
 GG0111  USGS QUAD   -  GRAVETTE (1981)
 GG0111
 GG0111                         *CURRENT SURVEY CONTROL
 GG0111  ___________________________________________________________________
 GG0111* NAD 83(1986)-  36 25 04.     (N)    094 24 38.     (W)     SCALED    
 GG0111* NAVD 88     -       403.997  (meters)    1325.45   (feet)  ADJUSTED  
 GG0111  ___________________________________________________________________
 GG0111  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GG0111  DYNAMIC HT  -         403.656 (meters)    1324.33  (feet)  COMP
 GG0111  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GG0111
 GG0111  VERT ORDER  -  SECOND    CLASS 0
 GG0111
 GG0111.The horizontal coordinates were scaled from a topographic map and have
 GG0111.an estimated accuracy of +/- 6 seconds.
 GG0111
 GG0111.The orthometric height was determined by differential leveling
 GG0111.and adjusted by the National Geodetic Survey in June 1991..
 GG0111
 GG0111.The geoid height was determined by GEOID03.
 GG0111
 GG0111.The dynamic height is computed by dividing the NAVD 88
 GG0111.geopotential number by the normal gravity value computed on the
 GG0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0111.degrees latitude (g = 980.6199 gals.).
 GG0111
 GG0111.The modeled gravity was interpolated from observed gravity values.
 GG0111
 GG0111;                    North         East    Units  Estimated Accuracy
 GG0111;SPC AR N     -   233,910.      183,820.      MT  (+/- 180 meters Scaled)
 GG0111
 GG0111                          SUPERSEDED SURVEY CONTROL
 GG0111
 GG0111  NGVD 29 (??/??/92)  403.869  (m)         1325.03   (f) ADJ UNCH    2 0
 GG0111
 GG0111.Superseded values are not recommended for survey control.
 GG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0111.See file dsdata.txt to determine how the superseded data were derived.
 GG0111
 GG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA735312(NAD 83)
 GG0111_MARKER: DB = BENCH MARK DISK
 GG0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0111_STAMPING: P 34 1934
 GG0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0111+STABILITY: SURFACE MOTION
 GG0111
 GG0111  HISTORY     - Date     Condition        Report By
 GG0111  HISTORY     - 1934     MONUMENTED       CGS
 GG0111  HISTORY     - 1960     MARK NOT FOUND   NGS
 GG0111
 GG0111                          STATION DESCRIPTION
 GG0111
 GG0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0111'2.5 MI E FROM GRAVETTE.
 GG0111'2.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0111'THE CROSSING OF THE KANSAS CITY SOUTHERN RAILWAY AT GRAVETTE,
 GG0111'BENTON COUNTY, 10 POLES WEST OF MILEPOST 353, 50 FEET NORTH
 GG0111'OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 71, 130 FEET
 GG0111'SOUTHWEST OF A HOUSE CLOSE TO THE RIGHT-OF-WAY FENCE, AND 25
 GG0111'FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED P 34 1934 AND
 GG0111'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD HAS BEEN
 GG0111'GONE FOR SEVERAL YEARS BUT THE OLD HIGHWAY CROSSING WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0052 ***********************************************************************
 GF0052  DESIGNATION -  P 35
 GF0052  PID         -  GF0052
 GF0052  STATE/COUNTY-  AR/BAXTER
 GF0052  USGS QUAD   -  NORFORK (1966)
 GF0052
 GF0052                         *CURRENT SURVEY CONTROL
 GF0052  ___________________________________________________________________
 GF0052* NAD 83(1986)-  36 12 52.     (N)    092 19 06.     (W)     SCALED    
 GF0052* NAVD 88     -       123.121  (meters)     403.94   (feet)  ADJUSTED  
 GF0052  ___________________________________________________________________
 GF0052  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GF0052  DYNAMIC HT  -         123.016 (meters)     403.60  (feet)  COMP
 GF0052  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GF0052
 GF0052  VERT ORDER  -  SECOND    CLASS 0
 GF0052
 GF0052.The horizontal coordinates were scaled from a topographic map and have
 GF0052.an estimated accuracy of +/- 6 seconds.
 GF0052
 GF0052.The orthometric height was determined by differential leveling
 GF0052.and adjusted by the National Geodetic Survey in June 1991..
 GF0052
 GF0052.The geoid height was determined by GEOID03.
 GF0052
 GF0052.The dynamic height is computed by dividing the NAVD 88
 GF0052.geopotential number by the normal gravity value computed on the
 GF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0052.degrees latitude (g = 980.6199 gals.).
 GF0052
 GF0052.The modeled gravity was interpolated from observed gravity values.
 GF0052
 GF0052;                    North         East    Units  Estimated Accuracy
 GF0052;SPC AR N     -   208,750.      371,380.      MT  (+/- 180 meters Scaled)
 GF0052
 GF0052                          SUPERSEDED SURVEY CONTROL
 GF0052
 GF0052  NGVD 29 (??/??/92)  123.015  (m)          403.59   (f) ADJ UNCH    2 0
 GF0052
 GF0052.Superseded values are not recommended for survey control.
 GF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0052.See file dsdata.txt to determine how the superseded data were derived.
 GF0052
 GF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA612079(NAD 83)
 GF0052_MARKER: DB = BENCH MARK DISK
 GF0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0052_STAMPING: P-35 1934
 GF0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0052+STABILITY: SURFACE MOTION
 GF0052
 GF0052  HISTORY     - Date     Condition        Report By
 GF0052  HISTORY     - 1934     MONUMENTED       CGS
 GF0052  HISTORY     - 1962     MARK NOT FOUND   USGS
 GF0052
 GF0052                          STATION DESCRIPTION
 GF0052
 GF0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0052'3.5 MI NW FROM NORFORK.
 GF0052'66 FEET SOUTHWEST OF ARKANA FLAG STATION, 23 FEET NORTH OF POLE
 GF0052'360-25, 47 FEET NORTHWEST OF RAILROAD CENTERLINE, 3 FEET
 GF0052'SOUTHEAST OF R/W FENCE, ABOUT 2 FEET ABOVE THE TOP OF THE RAILS.
 GF0052'TABLET SET IN PRECAST CONCRETE POST.
 GF0052
 GF0052                          STATION RECOVERY (1962)
 GF0052
 GF0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GF0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0326 ***********************************************************************
 GF0326  DESIGNATION -  P 35
 GF0326  PID         -  GF0326
 GF0326  STATE/COUNTY-  AR/BOONE
 GF0326  USGS QUAD   -  OMAHA (1967)
 GF0326
 GF0326                         *CURRENT SURVEY CONTROL
 GF0326  ___________________________________________________________________
 GF0326* NAD 83(1986)-  36 26 28.     (N)    093 11 15.     (W)     SCALED    
 GF0326* NAVD 88     -       343.438  (meters)    1126.76   (feet)  ADJUSTED  
 GF0326  ___________________________________________________________________
 GF0326  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GF0326  DYNAMIC HT  -         343.137 (meters)    1125.78  (feet)  COMP
 GF0326  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 GF0326
 GF0326  VERT ORDER  -  SECOND    CLASS 0
 GF0326
 GF0326.The horizontal coordinates were scaled from a topographic map and have
 GF0326.an estimated accuracy of +/- 6 seconds.
 GF0326
 GF0326.The orthometric height was determined by differential leveling
 GF0326.and adjusted by the National Geodetic Survey in June 1991..
 GF0326
 GF0326.The geoid height was determined by GEOID03.
 GF0326
 GF0326.The dynamic height is computed by dividing the NAVD 88
 GF0326.geopotential number by the normal gravity value computed on the
 GF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0326.degrees latitude (g = 980.6199 gals.).
 GF0326
 GF0326.The modeled gravity was interpolated from observed gravity values.
 GF0326
 GF0326;                    North         East    Units  Estimated Accuracy
 GF0326;SPC AR N     -   234,500.      293,530.      MT  (+/- 180 meters Scaled)
 GF0326
 GF0326                          SUPERSEDED SURVEY CONTROL
 GF0326
 GF0326  NGVD 29 (??/??/92)  343.302  (m)         1126.32   (f) ADJ UNCH    2 0
 GF0326
 GF0326.Superseded values are not recommended for survey control.
 GF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0326.See file dsdata.txt to determine how the superseded data were derived.
 GF0326
 GF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA831328(NAD 83)
 GF0326_MARKER: DB = BENCH MARK DISK
 GF0326_SETTING: 66 = SET IN ROCK OUTCROP
 GF0326_SP_SET: ROCK CUT
 GF0326_STAMPING: P-35 1934
 GF0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0326+STABILITY: POSITION/ELEVATION WELL
 GF0326
 GF0326  HISTORY     - Date     Condition        Report By
 GF0326  HISTORY     - 1934     MONUMENTED       CGS
 GF0326  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0326
 GF0326                          STATION DESCRIPTION
 GF0326
 GF0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0326'1 MI S FROM CRICKETT.
 GF0326'1 MILE SOUTH OF ALONG M.P.RY. FROM STATION ABOUT 750 FEET SOUTH
 GF0326'OF THE SOUTH END OF TUNNEL, 60 FEET SOUTHEAST OF A SMALL
 GF0326'RESERVOIR, 100 FEET SOUTHEAST OF POLE 431-25, 30 FEET WEST OF
 GF0326'WARNING SIGNAL, AT SAME LEVEL AS TOP OF RAILS, TABLET SET
 GF0326'VERTICALLY IN LIMESTONE CUT AT TUNNEL.
 GF0326
 GF0326                          STATION RECOVERY (1965)
 GF0326
 GF0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0081 ***********************************************************************
 GF0081  DESIGNATION -  P 36
 GF0081  PID         -  GF0081
 GF0081  STATE/COUNTY-  AR/BAXTER
 GF0081  USGS QUAD   -  MIDWAY (1981)
 GF0081
 GF0081                         *CURRENT SURVEY CONTROL
 GF0081  ___________________________________________________________________
 GF0081* NAD 83(1986)-  36 23 06.     (N)    092 27 42.     (W)     SCALED    
 GF0081* NAVD 88     -       272.451  (meters)     893.87   (feet)  ADJUSTED  
 GF0081  ___________________________________________________________________
 GF0081  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0081  DYNAMIC HT  -         272.220 (meters)     893.11  (feet)  COMP
 GF0081  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GF0081
 GF0081  VERT ORDER  -  SECOND    CLASS 0
 GF0081
 GF0081.The horizontal coordinates were scaled from a topographic map and have
 GF0081.an estimated accuracy of +/- 6 seconds.
 GF0081
 GF0081.The orthometric height was determined by differential leveling
 GF0081.and adjusted by the National Geodetic Survey in June 1991..
 GF0081
 GF0081.The geoid height was determined by GEOID03.
 GF0081
 GF0081.The dynamic height is computed by dividing the NAVD 88
 GF0081.geopotential number by the normal gravity value computed on the
 GF0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0081.degrees latitude (g = 980.6199 gals.).
 GF0081
 GF0081.The modeled gravity was interpolated from observed gravity values.
 GF0081
 GF0081;                    North         East    Units  Estimated Accuracy
 GF0081;SPC AR N     -   227,720.      358,580.      MT  (+/- 180 meters Scaled)
 GF0081
 GF0081                          SUPERSEDED SURVEY CONTROL
 GF0081
 GF0081  NGVD 29 (??/??/92)  272.333  (m)          893.48   (f) ADJ UNCH    2 0
 GF0081
 GF0081.Superseded values are not recommended for survey control.
 GF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0081.See file dsdata.txt to determine how the superseded data were derived.
 GF0081
 GF0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA482267(NAD 83)
 GF0081_MARKER: DB = BENCH MARK DISK
 GF0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0081_SP_SET: CULVERT
 GF0081_STAMPING: P-36 1934
 GF0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0081
 GF0081  HISTORY     - Date     Condition        Report By
 GF0081  HISTORY     - 1934     MONUMENTED       CGS
 GF0081  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0081
 GF0081                          STATION DESCRIPTION
 GF0081
 GF0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0081'5 MI S FROM THREE BROTHERS.
 GF0081'5 MILES SOUTH OF ALONG ST. HWY 5 FROM SCHOOL AT JUNCTION OF
 GF0081'ST. HWY. 126, IN TOP OF THE NORTH END OF THE WEST HEADWALL
 GF0081'OF CONCRETE BOX CULVERT 6 FT X 3 FT, AT JUNCTION OF CENTERLINES
 GF0081'OF HIGHWAYS 5 AND 126.
 GF0081
 GF0081                          STATION RECOVERY (1965)
 GF0081
 GF0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0132 ***********************************************************************
 GF0132  DESIGNATION -  P 37
 GF0132  PID         -  GF0132
 GF0132  STATE/COUNTY-  AR/MARION
 GF0132  USGS QUAD   -  COTTER SW (1972)
 GF0132
 GF0132                         *CURRENT SURVEY CONTROL
 GF0132  ___________________________________________________________________
 GF0132* NAD 83(1986)-  36 15 08.     (N)    092 41 26.     (W)     SCALED    
 GF0132* NAVD 88     -       266.159  (meters)     873.22   (feet)  ADJUSTED  
 GF0132  ___________________________________________________________________
 GF0132  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GF0132  DYNAMIC HT  -         265.927 (meters)     872.46  (feet)  COMP
 GF0132  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 GF0132
 GF0132  VERT ORDER  -  SECOND    CLASS 0
 GF0132
 GF0132.The horizontal coordinates were scaled from a topographic map and have
 GF0132.an estimated accuracy of +/- 6 seconds.
 GF0132
 GF0132.The orthometric height was determined by differential leveling
 GF0132.and adjusted by the National Geodetic Survey in June 1991..
 GF0132
 GF0132.The geoid height was determined by GEOID03.
 GF0132
 GF0132.The dynamic height is computed by dividing the NAVD 88
 GF0132.geopotential number by the normal gravity value computed on the
 GF0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0132.degrees latitude (g = 980.6199 gals.).
 GF0132
 GF0132.The modeled gravity was interpolated from observed gravity values.
 GF0132
 GF0132;                    North         East    Units  Estimated Accuracy
 GF0132;SPC AR N     -   213,110.      337,940.      MT  (+/- 180 meters Scaled)
 GF0132
 GF0132                          SUPERSEDED SURVEY CONTROL
 GF0132
 GF0132  NGVD 29 (??/??/92)  266.040  (m)          872.83   (f) ADJ UNCH    2 0
 GF0132
 GF0132.Superseded values are not recommended for survey control.
 GF0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0132.See file dsdata.txt to determine how the superseded data were derived.
 GF0132
 GF0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA278119(NAD 83)
 GF0132_MARKER: DB = BENCH MARK DISK
 GF0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0132_SP_SET: OVERPASS
 GF0132_STAMPING: P 37 1934
 GF0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0132
 GF0132  HISTORY     - Date     Condition        Report By
 GF0132  HISTORY     - 1934     MONUMENTED       CGS
 GF0132
 GF0132                          STATION DESCRIPTION
 GF0132
 GF0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0132'IN YELLVILLE.
 GF0132'ABOUT 0.2 MILE EAST OF THE RAILROAD STATION, ABOUT 0.1 MILE
 GF0132'EAST OF POLE 392-10, AT THE SUMMIT OF OVERPASS, IN THE NORTH
 GF0132'FACE OF THE PIER AT SOUTH SIDE OF TRACK, 9 FT. SOUTH OF THE
 GF0132'RAILROAD CENTERLINE, 4.7 FEET ABOVE THE GROUND, 2 FEET WEST
 GF0132'OF THE EAST END OF PIER, TABLET SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0069 ***********************************************************************
 GF0069  DESIGNATION -  P 39
 GF0069  PID         -  GF0069
 GF0069  STATE/COUNTY-  AR/IZARD
 GF0069  USGS QUAD   -  BOSWELL (1980)
 GF0069
 GF0069                         *CURRENT SURVEY CONTROL
 GF0069  ___________________________________________________________________
 GF0069* NAD 83(1986)-  36 04 16.     (N)    092 06 48.     (W)     SCALED    
 GF0069* NAVD 88     -       110.634  (meters)     362.97   (feet)  ADJUSTED  
 GF0069  ___________________________________________________________________
 GF0069  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GF0069  DYNAMIC HT  -         110.541 (meters)     362.67  (feet)  COMP
 GF0069  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GF0069
 GF0069  VERT ORDER  -  SECOND    CLASS 0
 GF0069
 GF0069.The horizontal coordinates were scaled from a topographic map and have
 GF0069.an estimated accuracy of +/- 6 seconds.
 GF0069
 GF0069.The orthometric height was determined by differential leveling
 GF0069.and adjusted by the National Geodetic Survey in June 1991..
 GF0069
 GF0069.The geoid height was determined by GEOID03.
 GF0069
 GF0069.The dynamic height is computed by dividing the NAVD 88
 GF0069.geopotential number by the normal gravity value computed on the
 GF0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0069.degrees latitude (g = 980.6199 gals.).
 GF0069
 GF0069.The modeled gravity was interpolated from observed gravity values.
 GF0069
 GF0069;                    North         East    Units  Estimated Accuracy
 GF0069;SPC AR N     -   192,800.      389,790.      MT  (+/- 180 meters Scaled)
 GF0069
 GF0069                          SUPERSEDED SURVEY CONTROL
 GF0069
 GF0069  NGVD 29 (??/??/92)  110.534  (m)          362.64   (f) ADJ UNCH    2 0
 GF0069
 GF0069.Superseded values are not recommended for survey control.
 GF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0069.See file dsdata.txt to determine how the superseded data were derived.
 GF0069
 GF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV798922(NAD 83)
 GF0069_MARKER: DB = BENCH MARK DISK
 GF0069_SETTING: 66 = SET IN ROCK OUTCROP
 GF0069_SP_SET: ROCK LEDGE
 GF0069_STAMPING: P-39 1934
 GF0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0069+STABILITY: POSITION/ELEVATION WELL
 GF0069
 GF0069  HISTORY     - Date     Condition        Report By
 GF0069  HISTORY     - 1934     MONUMENTED       CGS
 GF0069
 GF0069                          STATION DESCRIPTION
 GF0069
 GF0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0069'3.6 MI SE FROM CALICO ROCK.
 GF0069'75 FEET NORTHWEST OF POLE 337-25, 60 FEET NORTH OF A MASONARY
 GF0069'CULVERT, 35 FEET NORTHEAST OF RAILROAD CENTERLINE, 4 FEET ABOVE
 GF0069'TOP OF RAILS, AT EAST END OF A LIMESTONE CUT, TABLET SET IN TOP
 GF0069'OF A LIMESTONE LEDGE IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9694 ***********************************************************************
 DE9694  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9694  DESIGNATION -  P 3D 4D 88
 DE9694  PID         -  DE9694
 DE9694  STATE/COUNTY-  AR/CRITTENDEN
 DE9694  USGS QUAD   -  WEST MEMPHIS (1983)
 DE9694
 DE9694                         *CURRENT SURVEY CONTROL
 DE9694  ___________________________________________________________________
 DE9694* NAD 83(1997)-  35 08 12.46871(N)    090 09 19.18826(W)     ADJUSTED  
 DE9694* NAVD 88     -        72.32   (meters)     237.3    (feet)  GPS OBS   
 DE9694  ___________________________________________________________________
 DE9694  X           -     -14,156.241 (meters)                     COMP
 DE9694  Y           -  -5,221,724.764 (meters)                     COMP
 DE9694  Z           -   3,650,314.278 (meters)                     COMP
 DE9694  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DE9694  ELLIP HEIGHT-          45.03  (meters)          (01/24/03) GPS OBS
 DE9694  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DE9694
 DE9694  HORZ ORDER  -  FIRST
 DE9694  ELLP ORDER  -  SECOND    CLASS II
 DE9694
 DE9694.The horizontal coordinates were established by GPS observations
 DE9694.and adjusted by the National Geodetic Survey in January 2003..
 DE9694
 DE9694.The orthometric height was determined by GPS observations and a
 DE9694.high-resolution geoid model using precise GPS observation and
 DE9694.processing techniques.
 DE9694
 DE9694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9694
 DE9694.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9694
 DE9694.The ellipsoidal height was determined by GPS observations
 DE9694.and is referenced to NAD 83.
 DE9694
 DE9694.The geoid height was determined by GEOID03.
 DE9694
 DE9694;                    North         East     Units Scale Factor Converg.
 DE9694;SPC AR N     -    90,712.230   568,100.295   MT  0.99996623   +1 04 24.3
 DE9694;SPC AR N     -   297,611.71  1,863,842.38   sFT  0.99996623   +1 04 24.3
 DE9694;UTM  15      - 3,891,918.306   759,184.321   MT  1.00042798   +1 38 17.2
 DE9694
 DE9694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9694!SPC AR N     -   0.99999293  x   0.99996623  =   0.99995916
 DE9694!UTM  15      -   0.99999293  x   1.00042798  =   1.00042091
 DE9694
 DE9694                          SUPERSEDED SURVEY CONTROL
 DE9694
 DE9694.No superseded survey control is available for this station.
 DE9694
 DE9694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5918491918(NAD 83)
 DE9694_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9694_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9694_STAMPING: P.3D.4D.88
 DE9694_MARK LOGO: USACE 
 DE9694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9694+STABILITY: SURFACE MOTION
 DE9694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9694+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 DE9694
 DE9694  HISTORY     - Date     Condition        Report By
 DE9694  HISTORY     - 1988     MONUMENTED       USACE
 DE9694  HISTORY     - 20011014 GOOD             3001
 DE9694
 DE9694                          STATION DESCRIPTION
 DE9694
 DE9694'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9694'THE STATION IS LOCATED IN CRITTENDEN COUNTY, 1.79 MILES SOUTHEAST FROM
 DE9694'WEST MEMPHIS
 DE9694'AND 2.18 MILES NORTH EAST OF HULBERT.
 DE9694' 
 DE9694'TO REACH THE STATION FROM THE INTERSECTION OF I-55 N AND BROADWAY AVE,
 DE9694'EXIT 3B, PROCEED
 DE9694'WEST ON BROADWAY AVE FOR 0.8 MILES TO ITS INTERSECTION WITH DR MARTIN
 DE9694'LUTHER KING DR.
 DE9694'TURN LEFT AND PROCEED ALONG DR MARTIN LUTHER KING DR FOR 1.0 MILE TO
 DE9694'ITS CROSSING WITH
 DE9694'THE LEVEE.  TURN RIGHT AND PROCEED ALONG TOP OF LEVEE FOR 0.3 MILES
 DE9694'AND THE MARK IS ON
 DE9694'THE LEFT.
 DE9694' 
 DE9694'THE STATION IS LOCATED 11 FEET SOUTH OF CENTERLINE OF LEVEE ON THE
 DE9694'CROWN OF LEVEE, 167
 DE9694'FEET WEST-SOUTHWEST OF A RAILROAD POST MARKED X.  STATION IS A MEMPHIS
 DE9694'DISTRICT COE
 DE9694'TYPE A CAP, STAMPED P-3D-4D-88 ON CAP AND ACCESS COVER.  ACCESS COVER
 DE9694'IS FLUSH WITH
 DE9694'GROUND.  CAP IS RECESSED 0.7 FEET.  SET BETWEEN TWO CARSONITE WITNESS
 DE9694'POSTS.
 DE9694'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0123 ***********************************************************************
 FF0123  DESIGNATION -  P 4
 FF0123  PID         -  FF0123
 FF0123  STATE/COUNTY-  AR/CRITTENDEN
 FF0123  USGS QUAD   -  TYRONZA (1974)
 FF0123
 FF0123                         *CURRENT SURVEY CONTROL
 FF0123  ___________________________________________________________________
 FF0123* NAD 83(1986)-  35 24 58.     (N)    090 17 01.     (W)     SCALED    
 FF0123* NAVD 88     -        68.259  (meters)     223.95   (feet)  ADJUSTED  
 FF0123  ___________________________________________________________________
 FF0123  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0123  DYNAMIC HT  -          68.199 (meters)     223.75  (feet)  COMP
 FF0123  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 FF0123
 FF0123  VERT ORDER  -  FIRST     CLASS II
 FF0123
 FF0123.The horizontal coordinates were scaled from a topographic map and have
 FF0123.an estimated accuracy of +/- 6 seconds.
 FF0123
 FF0123.The orthometric height was determined by differential leveling
 FF0123.and adjusted by the National Geodetic Survey in June 1991..
 FF0123
 FF0123.The geoid height was determined by GEOID03.
 FF0123
 FF0123.The dynamic height is computed by dividing the NAVD 88
 FF0123.geopotential number by the normal gravity value computed on the
 FF0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0123.degrees latitude (g = 980.6199 gals.).
 FF0123
 FF0123.The modeled gravity was interpolated from observed gravity values.
 FF0123
 FF0123;                    North         East    Units  Estimated Accuracy
 FF0123;SPC AR N     -   121,480.      555,870.      MT  (+/- 180 meters Scaled)
 FF0123
 FF0123                          SUPERSEDED SURVEY CONTROL
 FF0123
 FF0123  NGVD 29 (??/??/??)   68.200  (m)          223.75   (f) ADJUSTED    1 2
 FF0123
 FF0123.Superseded values are not recommended for survey control.
 FF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0123.See file dsdata.txt to determine how the superseded data were derived.
 FF0123
 FF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV466225(NAD 83)
 FF0123_MARKER: DB = BENCH MARK DISK
 FF0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0123_STAMPING: 223.753 P 4 1928
 FF0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0123+STABILITY: SURFACE MOTION
 FF0123
 FF0123  HISTORY     - Date     Condition        Report By
 FF0123  HISTORY     - 1928     MONUMENTED       CGS
 FF0123  HISTORY     - 1956     GOOD             CGS
 FF0123  HISTORY     - 1974     POOR             NGS
 FF0123  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0123
 FF0123                          STATION DESCRIPTION
 FF0123
 FF0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0123'3.4 MI NW FROM TURRELL.
 FF0123'3.4 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0123'FROM THE STATION AT TURRELL, ABOUT 194 YARDS NORTHWEST OF THE
 FF0123'FLAG STATION AT GILMORE, AT CROSSING OF OLD U.S. HIGHWAY 63,
 FF0123'27 1/2 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 25.4
 FF0123'FEET SOUTHEAST OF MILEAGE POLE NO. 458/29, 64 1/2 FEET
 FF0123'EAST-SOUTHEAST OF EAST CORNER OF CONCRETE BASE OF SIGNAL NO.
 FF0123'458.8 (THE SIGNAL IS AT THE NORTHWEST END OF GILMORE SIDING),
 FF0123'152 FEET EAST-SOUTHEAST OF CENTER OF CROSSING OF OLD HIGHWAY 63,
 FF0123'24 1/2 FEET NORTHEAST OF NORTHEAST RAIL OF SIDING, 2 FEET
 FF0123'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET BELOW
 FF0123'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0123'4 INCHES.
 FF0123
 FF0123                          STATION RECOVERY (1974)
 FF0123
 FF0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0123'MARK RECOVERED IN POOR CONDITION.
 FF0123
 FF0123                          STATION RECOVERY (1992)
 FF0123
 FF0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0123'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0610 ***********************************************************************
 GE0610  DESIGNATION -  P 40 RESET
 GE0610  PID         -  GE0610
 GE0610  STATE/COUNTY-  AR/SHARP
 GE0610  USGS QUAD   -  STUART (1981)
 GE0610
 GE0610                         *CURRENT SURVEY CONTROL
 GE0610  ___________________________________________________________________
 GE0610* NAD 83(1986)-  36 15 49.     (N)    091 31 08.     (W)     SCALED    
 GE0610* NAVD 88     -       220.684  (meters)     724.03   (feet)  ADJUSTED  
 GE0610  ___________________________________________________________________
 GE0610  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GE0610  DYNAMIC HT  -         220.498 (meters)     723.42  (feet)  COMP
 GE0610  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 GE0610
 GE0610  VERT ORDER  -  SECOND    CLASS 0
 GE0610
 GE0610.The horizontal coordinates were scaled from a topographic map and have
 GE0610.an estimated accuracy of +/- 6 seconds.
 GE0610
 GE0610.The orthometric height was determined by differential leveling
 GE0610.and adjusted by the National Geodetic Survey in June 1991..
 GE0610
 GE0610.The geoid height was determined by GEOID03.
 GE0610
 GE0610.The dynamic height is computed by dividing the NAVD 88
 GE0610.geopotential number by the normal gravity value computed on the
 GE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0610.degrees latitude (g = 980.6199 gals.).
 GE0610
 GE0610.The modeled gravity was interpolated from observed gravity values.
 GE0610
 GE0610;                    North         East    Units  Estimated Accuracy
 GE0610;SPC AR N     -   214,260.      443,230.      MT  (+/- 180 meters Scaled)
 GE0610
 GE0610                          SUPERSEDED SURVEY CONTROL
 GE0610
 GE0610  NGVD 29 (??/??/92)  220.578  (m)          723.68   (f) ADJ UNCH    2 0
 GE0610
 GE0610.Superseded values are not recommended for survey control.
 GE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0610.See file dsdata.txt to determine how the superseded data were derived.
 GE0610
 GE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA330142(NAD 83)
 GE0610_MARKER: DB = BENCH MARK DISK
 GE0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0610_SP_SET: CULVERT
 GE0610_STAMPING: P 40 RESET 1954
 GE0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0610
 GE0610  HISTORY     - Date     Condition        Report By
 GE0610  HISTORY     - 1954     MONUMENTED       CGS
 GE0610  HISTORY     - 1955     GOOD             NGS
 GE0610  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0610
 GE0610                          STATION DESCRIPTION
 GE0610
 GE0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0610'5.4 MI SW FROM HARDY.
 GE0610'3.0 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 62 FROM THE ST.
 GE0610'LOUIS-SAN FRANCISCO RAILROAD STATION AT HARDY, THENCE 2.4 MILES
 GE0610'SOUTHWEST ALONG NEW U.S. HIGHWAY 62, 59 FEET NORTHWEST OF THE
 GE0610'NORTH CORNER OF THE POST OFFICE AT STUART, 21 FEET SOUTHEAST
 GE0610'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER
 GE0610'OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 GE0610
 GE0610                          STATION RECOVERY (2003)
 GE0610
 GE0610'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0302 ***********************************************************************
 GE0302  DESIGNATION -  P 41
 GE0302  PID         -  GE0302
 GE0302  STATE/COUNTY-  AR/RANDOLPH
 GE0302  USGS QUAD   -  MAYNARD (1968)
 GE0302
 GE0302                         *CURRENT SURVEY CONTROL
 GE0302  ___________________________________________________________________
 GE0302* NAD 83(1986)-  36 25 00.     (N)    090 53 50.     (W)     SCALED    
 GE0302* NAVD 88     -       118.305  (meters)     388.14   (feet)  ADJUSTED  
 GE0302  ___________________________________________________________________
 GE0302  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GE0302  DYNAMIC HT  -         118.209 (meters)     387.82  (feet)  COMP
 GE0302  MODELED GRAV-     979,818.3   (mgal)                       NAVD 88
 GE0302
 GE0302  VERT ORDER  -  SECOND    CLASS 0
 GE0302
 GE0302.The horizontal coordinates were scaled from a topographic map and have
 GE0302.an estimated accuracy of +/- 6 seconds.
 GE0302
 GE0302.The orthometric height was determined by differential leveling
 GE0302.and adjusted by the National Geodetic Survey in June 1991..
 GE0302
 GE0302.The geoid height was determined by GEOID03.
 GE0302
 GE0302.The dynamic height is computed by dividing the NAVD 88
 GE0302.geopotential number by the normal gravity value computed on the
 GE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0302.degrees latitude (g = 980.6199 gals.).
 GE0302
 GE0302.The modeled gravity was interpolated from observed gravity values.
 GE0302
 GE0302;                    North         East    Units  Estimated Accuracy
 GE0302;SPC AR N     -   231,690.      498,910.      MT  (+/- 180 meters Scaled)
 GE0302
 GE0302                          SUPERSEDED SURVEY CONTROL
 GE0302
 GE0302  NGVD 29 (??/??/92)  118.232  (m)          387.90   (f) ADJ UNCH    2 0
 GE0302
 GE0302.Superseded values are not recommended for survey control.
 GE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0302.See file dsdata.txt to determine how the superseded data were derived.
 GE0302
 GE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA885322(NAD 83)
 GE0302_MARKER: DB = BENCH MARK DISK
 GE0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0302_STAMPING: P 41 1934
 GE0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0302+STABILITY: SURFACE MOTION
 GE0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0302+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 GE0302
 GE0302  HISTORY     - Date     Condition        Report By
 GE0302  HISTORY     - 1934     MONUMENTED       CGS
 GE0302  HISTORY     - 20020914 GOOD             USACE
 GE0302
 GE0302                          STATION DESCRIPTION
 GE0302
 GE0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0302'AT MAYNARD.
 GE0302'AT MAYNARD, RANDOLPH COUNTY, 0.3 MILE SOUTH OF THE POST OFFICE
 GE0302'120 FEET NORTHWEST OF 5 BY 4 BY 32 FOOT CONCRETE BOX CULVERT
 GE0302'362+00, 64.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST
 GE0302'PORCH OF THE J.B. WEAVER RESIDENCE, 59 FEET WEST OF THE CENTERLINE
 GE0302'OF STATE HIGHWAY 115, 14.8 FEET WEST OF THE FENCE CORNER AT THE
 GE0302'SOUTH END OF A STONE RETAINING WALL, AND 1 FOOT NORTH OF THE
 GE0302'GARDEN FENCE.  A STANDARD DISK, STAMPED P 41 1934 AND SET IN THE
 GE0302'TOP OF A CONCRETE POST.
 GE0302
 GE0302                          STATION RECOVERY (2002)
 GE0302
 GE0302'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1559 ***********************************************************************
 FF1559  DESIGNATION -  P 42
 FF1559  PID         -  FF1559
 FF1559  STATE/COUNTY-  AR/INDEPENDENCE
 FF1559  USGS QUAD   -  JAMESTOWN (1981)
 FF1559
 FF1559                         *CURRENT SURVEY CONTROL
 FF1559  ___________________________________________________________________
 FF1559* NAD 83(1986)-  35 43 10.     (N)    091 44 29.     (W)     SCALED    
 FF1559* NAVD 88     -        97.630  (meters)     320.31   (feet)  ADJUSTED  
 FF1559  ___________________________________________________________________
 FF1559  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF1559  DYNAMIC HT  -          97.546 (meters)     320.03  (feet)  COMP
 FF1559  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 FF1559
 FF1559  VERT ORDER  -  SECOND    CLASS 0
 FF1559
 FF1559.The horizontal coordinates were scaled from a topographic map and have
 FF1559.an estimated accuracy of +/- 6 seconds.
 FF1559
 FF1559.The orthometric height was determined by differential leveling
 FF1559.and adjusted by the National Geodetic Survey in June 1991..
 FF1559
 FF1559.The geoid height was determined by GEOID03.
 FF1559
 FF1559.The dynamic height is computed by dividing the NAVD 88
 FF1559.geopotential number by the normal gravity value computed on the
 FF1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1559.degrees latitude (g = 980.6199 gals.).
 FF1559
 FF1559.The modeled gravity was interpolated from observed gravity values.
 FF1559
 FF1559;                    North         East    Units  Estimated Accuracy
 FF1559;SPC AR N     -   153,810.      423,400.      MT  (+/- 180 meters Scaled)
 FF1559
 FF1559                          SUPERSEDED SURVEY CONTROL
 FF1559
 FF1559  NGVD 29 (??/??/??)   97.556  (m)          320.06   (f) ADJUSTED    2 0
 FF1559
 FF1559.Superseded values are not recommended for survey control.
 FF1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1559.See file dsdata.txt to determine how the superseded data were derived.
 FF1559
 FF1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV138535(NAD 83)
 FF1559_MARKER: DB = BENCH MARK DISK
 FF1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1559_STAMPING: P-42 1935
 FF1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1559+STABILITY: SURFACE MOTION
 FF1559
 FF1559  HISTORY     - Date     Condition        Report By
 FF1559  HISTORY     - 1935     MONUMENTED       CGS
 FF1559  HISTORY     - 1949     GOOD             CGS
 FF1559
 FF1559                          STATION DESCRIPTION
 FF1559
 FF1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1559'IN LOCUST GROVE.
 FF1559'AT CONCRETE HIGHWAY BRIDGE OVER ROCKY CREEK, 150 FEET NORTHEAST
 FF1559'OF EDMONDSONS STORE AND POST OFFICE, IN THE TOP OF THE SOUTH
 FF1559'WINGWALL AT THE EAST END OF THE BRIDGE, 12 FEET SOUTHEAST OF THE
 FF1559'HIGHWAY CENTERLINE.  TABLET SET IN CONCRETE.
 FF1559
 FF1559                          STATION RECOVERY (1949)
 FF1559
 FF1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FF1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1560 ***********************************************************************
 FF1560  DESIGNATION -  P 42 RESET
 FF1560  PID         -  FF1560
 FF1560  STATE/COUNTY-  AR/INDEPENDENCE
 FF1560  USGS QUAD   -  JAMESTOWN (1981)
 FF1560
 FF1560                         *CURRENT SURVEY CONTROL
 FF1560  ___________________________________________________________________
 FF1560* NAD 83(1986)-  35 43 10.     (N)    091 44 29.     (W)     SCALED    
 FF1560* NAVD 88     -        96.88   (meters)     317.8    (feet)  RESET     
 FF1560  ___________________________________________________________________
 FF1560  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF1560
 FF1560  VERT ORDER  -  THIRD
 FF1560
 FF1560.The horizontal coordinates were scaled from a topographic map and have
 FF1560.an estimated accuracy of +/- 6 seconds.
 FF1560
 FF1560.The orthometric height was computed from unverified reset data.
 FF1560.No vertical observational check was made to the station.
 FF1560
 FF1560.The geoid height was determined by GEOID03.
 FF1560
 FF1560;                    North         East    Units  Estimated Accuracy
 FF1560;SPC AR N     -   153,810.      423,400.      MT  (+/- 180 meters Scaled)
 FF1560
 FF1560                          SUPERSEDED SURVEY CONTROL
 FF1560
 FF1560  NGVD 29 (??/??/??)   96.80   (m)          317.6    (f) RESET       3  
 FF1560
 FF1560.Superseded values are not recommended for survey control.
 FF1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1560.See file dsdata.txt to determine how the superseded data were derived.
 FF1560
 FF1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV138535(NAD 83)
 FF1560_MARKER: DB = BENCH MARK DISK
 FF1560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1560_SP_SET: PIER
 FF1560_STAMPING: P 42 RESET 1961
 FF1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1560
 FF1560  HISTORY     - Date     Condition        Report By
 FF1560  HISTORY     - 1961     MONUMENTED       CGS
 FF1560  HISTORY     - 20060418 MARK NOT FOUND   ARHD
 FF1560
 FF1560                          STATION DESCRIPTION
 FF1560
 FF1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FF1560'AT LOCUST GROVE.
 FF1560'THIS MARK IS LOCATED AT LOCUS GROVE, 79 PACES NORTHWEST OF THE
 FF1560'MAGOUYAK SERVICE STATION AND LOCUST GROVE POST OFFICE, 14-1/2
 FF1560'FEET NORTH OF THE CENTERLINE OF THE BRIDGE, IN THE FIRST PIER WEST
 FF1560'OF THE EAST END OF THE BRIDGE OVER ROCKY CREEK, IN THE TOP OF THE
 FF1560'NORTHEAST CORNER OF THE PIER AND SET IN A DRILL HOLE IN THE TOP
 FF1560'OF THE PIER.
 FF1560
 FF1560                          STATION RECOVERY (2006)
 FF1560
 FF1560'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FF1560'BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1128 ***********************************************************************
 FF1128  DESIGNATION -  P 43
 FF1128  PID         -  FF1128
 FF1128  STATE/COUNTY-  AR/INDEPENDENCE
 FF1128  USGS QUAD   -  NEWARK (1981)
 FF1128
 FF1128                         *CURRENT SURVEY CONTROL
 FF1128  ___________________________________________________________________
 FF1128* NAD 83(1986)-  35 43 11.     (N)    091 29 28.     (W)     SCALED    
 FF1128* NAVD 88     -        86.821  (meters)     284.85   (feet)  ADJUSTED  
 FF1128  ___________________________________________________________________
 FF1128  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF1128  DYNAMIC HT  -          86.746 (meters)     284.60  (feet)  COMP
 FF1128  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 FF1128
 FF1128  VERT ORDER  -  SECOND    CLASS 0
 FF1128
 FF1128.The horizontal coordinates were scaled from a topographic map and have
 FF1128.an estimated accuracy of +/- 6 seconds.
 FF1128
 FF1128.The orthometric height was determined by differential leveling
 FF1128.and adjusted by the National Geodetic Survey in June 1991..
 FF1128
 FF1128.The geoid height was determined by GEOID03.
 FF1128
 FF1128.The dynamic height is computed by dividing the NAVD 88
 FF1128.geopotential number by the normal gravity value computed on the
 FF1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1128.degrees latitude (g = 980.6199 gals.).
 FF1128
 FF1128.The modeled gravity was interpolated from observed gravity values.
 FF1128
 FF1128;                    North         East    Units  Estimated Accuracy
 FF1128;SPC AR N     -   153,930.      446,040.      MT  (+/- 180 meters Scaled)
 FF1128
 FF1128                          SUPERSEDED SURVEY CONTROL
 FF1128
 FF1128  NGVD 29 (??/??/??)   86.746  (m)          284.60   (f) ADJUSTED    2 0
 FF1128
 FF1128.Superseded values are not recommended for survey control.
 FF1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1128.See file dsdata.txt to determine how the superseded data were derived.
 FF1128
 FF1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV364539(NAD 83)
 FF1128_MARKER: DB = BENCH MARK DISK
 FF1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1128_STAMPING: P 43 1935
 FF1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1128+STABILITY: SURFACE MOTION
 FF1128
 FF1128  HISTORY     - Date     Condition        Report By
 FF1128  HISTORY     - 1935     MONUMENTED       CGS
 FF1128  HISTORY     - 1954     GOOD             LOCENG
 FF1128  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF1128
 FF1128                          STATION DESCRIPTION
 FF1128
 FF1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1128'3.7 MI NW FROM NEWARK.
 FF1128'ABOUT 3.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1128'FROM THE STATION AT NEWARK, INDEPENDENCE COUNTY, ABOUT 120
 FF1128'FEET NORTH OF MILEPOST 274, ABOUT 55 FEET SOUTHWEST OF THE
 FF1128'CENTER OF A ROAD CROSSING, 18 FEET SOUTH OF THE SOUTH POST OF A
 FF1128'GATE WEST OF THE TRACK, AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 FF1128'FENCE.  A STANDARD DISK, STAMPED P 43 1935 AND SET IN THE TOP
 FF1128'OF A CONCRETE POST.
 FF1128
 FF1128                          STATION RECOVERY (1954)
 FF1128
 FF1128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 FF1128'RECOVERED IN GOOD CONDITION.
 FF1128
 FF1128                          STATION RECOVERY (2002)
 FF1128
 FF1128'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0494 ***********************************************************************
 GE0494  DESIGNATION -  P 44
 GE0494  PID         -  GE0494
 GE0494  STATE/COUNTY-  AR/LAWRENCE
 GE0494  USGS QUAD   -  EATON (1981)
 GE0494
 GE0494                         *CURRENT SURVEY CONTROL
 GE0494  ___________________________________________________________________
 GE0494* NAD 83(1986)-  36 03 52.     (N)    091 08 05.     (W)     SCALED    
 GE0494* NAVD 88     -        89.651  (meters)     294.13   (feet)  ADJUSTED  
 GE0494  ___________________________________________________________________
 GE0494  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GE0494  DYNAMIC HT  -          89.576 (meters)     293.88  (feet)  COMP
 GE0494  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 GE0494
 GE0494  VERT ORDER  -  SECOND    CLASS 0
 GE0494
 GE0494.The horizontal coordinates were scaled from a topographic map and have
 GE0494.an estimated accuracy of +/- 6 seconds.
 GE0494
 GE0494.The orthometric height was determined by differential leveling
 GE0494.and adjusted by the National Geodetic Survey in June 1991..
 GE0494
 GE0494.The geoid height was determined by GEOID03.
 GE0494
 GE0494.The dynamic height is computed by dividing the NAVD 88
 GE0494.geopotential number by the normal gravity value computed on the
 GE0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0494.degrees latitude (g = 980.6199 gals.).
 GE0494
 GE0494.The modeled gravity was interpolated from observed gravity values.
 GE0494
 GE0494;                    North         East    Units  Estimated Accuracy
 GE0494;SPC AR N     -   192,400.      477,950.      MT  (+/- 180 meters Scaled)
 GE0494
 GE0494                          SUPERSEDED SURVEY CONTROL
 GE0494
 GE0494  NGVD 29 (??/??/92)   89.561  (m)          293.83   (f) ADJ UNCH    2 0
 GE0494
 GE0494.Superseded values are not recommended for survey control.
 GE0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0494.See file dsdata.txt to determine how the superseded data were derived.
 GE0494
 GE0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV679927(NAD 83)
 GE0494_MARKER: DB = BENCH MARK DISK
 GE0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0494_STAMPING: P 44 1935 293.835
 GE0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0494+STABILITY: SURFACE MOTION
 GE0494
 GE0494  HISTORY     - Date     Condition        Report By
 GE0494  HISTORY     - 1935     MONUMENTED       CGS
 GE0494  HISTORY     - 1949     GOOD             NGS
 GE0494
 GE0494                          STATION DESCRIPTION
 GE0494
 GE0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GE0494'2.2 MI SW FROM POWHATAN.
 GE0494'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE CHURCH AT
 GE0494'POWHATAN, ABOUT 0.3 MILES EAST OF A BRIDGE, 225 FEET NORTHEAST
 GE0494'OF THE GATE TO THE JIM SLOAN FARMHOUSE, AT THE JUNCTION WITH THE
 GE0494'ROAD LEADING TO THE FARMHOUSE, 35.5 FEET NORTH OF THE CENTERLINE
 GE0494'OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE PROPERTY-LINE FENCE.
 GE0494'A STANDARD DISK, STAMPED P 44 1935 AND SET IN THE TOP OF A
 GE0494'CONCRETE POST.  1 FOOT SOUTH OF THE PROPERTY LINE FENCE SHOULD BE
 GE0494'1 FOOT NORTH OF THE PROPERTY LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0226 ***********************************************************************
 FH0226  DESIGNATION -  P 45
 FH0226  PID         -  FH0226
 FH0226  STATE/COUNTY-  AR/SCOTT
 FH0226  USGS QUAD   -  ABBOTT (1987)
 FH0226
 FH0226                         *CURRENT SURVEY CONTROL
 FH0226  ___________________________________________________________________
 FH0226* NAD 83(1986)-  35 04 31.     (N)    094 11 38.     (W)     SCALED    
 FH0226* NAVD 88     -       193.178  (meters)     633.78   (feet)  ADJUSTED  
 FH0226  ___________________________________________________________________
 FH0226  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FH0226  DYNAMIC HT  -         192.984 (meters)     633.15  (feet)  COMP
 FH0226  MODELED GRAV-     979,626.4   (mgal)                       NAVD 88
 FH0226
 FH0226  VERT ORDER  -  FIRST     CLASS II
 FH0226
 FH0226.The horizontal coordinates were scaled from a topographic map and have
 FH0226.an estimated accuracy of +/- 6 seconds.
 FH0226
 FH0226.The orthometric height was determined by differential leveling
 FH0226.and adjusted by the National Geodetic Survey in June 1991..
 FH0226
 FH0226.The geoid height was determined by GEOID03.
 FH0226
 FH0226.The dynamic height is computed by dividing the NAVD 88
 FH0226.geopotential number by the normal gravity value computed on the
 FH0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0226.degrees latitude (g = 980.6199 gals.).
 FH0226
 FH0226.The modeled gravity was interpolated from observed gravity values.
 FH0226
 FH0226;                    North         East    Units  Estimated Accuracy
 FH0226;SPC AR N     -    84,540.      199,930.      MT  (+/- 180 meters Scaled)
 FH0226
 FH0226                          SUPERSEDED SURVEY CONTROL
 FH0226
 FH0226  NGVD 29 (??/??/92)  193.069  (m)          633.43   (f) ADJ UNCH    1 2
 FH0226
 FH0226.Superseded values are not recommended for survey control.
 FH0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0226.See file dsdata.txt to determine how the superseded data were derived.
 FH0226
 FH0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU911820(NAD 83)
 FH0226_MARKER: DB = BENCH MARK DISK
 FH0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0226_STAMPING: P-45 1934
 FH0226_MARK LOGO: CGS   
 FH0226_PROJECTION: PROJECTING 10 CENTIMETERS
 FH0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0226+STABILITY: SURFACE MOTION
 FH0226
 FH0226  HISTORY     - Date     Condition        Report By
 FH0226  HISTORY     - 1934     MONUMENTED       CGS
 FH0226  HISTORY     - 1959     GOOD             NGS
 FH0226  HISTORY     - 1985     GOOD             NGS
 FH0226  HISTORY     - 1987     GOOD             USPSQD
 FH0226  HISTORY     - 1988     GOOD             USPSQD
 FH0226  HISTORY     - 1989     GOOD             USPSQD
 FH0226  HISTORY     - 1990     GOOD             USPSQD
 FH0226
 FH0226                          STATION DESCRIPTION
 FH0226
 FH0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0226'AT ABBOTT.
 FH0226'ABOUT 115 FEET NORTH OF NORTHEAST CORNER OF CHICAGO, ROCK ISLAND
 FH0226'AND PACIFIC R.R. STATION, ABOUT 102 FEET NORTHWEST OF CENTERLINE
 FH0226'OF RAILROAD CROSSING, 96.9 FEET NORTH OF CENTERLINE OF CHICAGO,
 FH0226'ROCK ISLAND AND PACIFIC R.R., 5.6 FEET SOUTHWEST OF SOUTHEAST
 FH0226'FENCE CORNER, 1.4 FEET SOUTH OF FENCE PARALLELING RAILROAD.
 FH0226'TABLET SET IN PRECAST CONCRETE POST.
 FH0226
 FH0226                          STATION RECOVERY (1959)
 FH0226
 FH0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0226'RECOVERED IN GOOD CONDITION.
 FH0226
 FH0226                          STATION RECOVERY (1985)
 FH0226
 FH0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0226'5.4 KM (3.35 MI) EAST ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF STATE
 FH0226'HIGHWAY 96 IN NORTH MANSFIELD, THENCE 0.2 KM (0.15 MI) NORTH ALONG A
 FH0226'DIRT SIDE ROAD TO THE INTERSECTION OF THE RAILROAD TRACKS , THE MARK
 FH0226'IS A CONCRETE POST IN THE NORTHWEST ANGLE OF THE INTERSECTION,
 FH0226'7.83 METERS (25.7 FT) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A
 FH0226'DIRT ROAD, 13.26 METERS (43.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 FH0226'A LARGE WOODEN HOUSE, AND 7.28 METERS (23.9 FT) NORTHWEST OF A
 FH0226'POWERLINE POLE WITH TWO GUY WIRES.
 FH0226'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
 FH0226
 FH0226                          STATION RECOVERY (1987)
 FH0226
 FH0226'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0226'RECOVERED IN GOOD CONDITION.
 FH0226
 FH0226                          STATION RECOVERY (1988)
 FH0226
 FH0226'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0226'RECOVERED IN GOOD CONDITION.
 FH0226
 FH0226                          STATION RECOVERY (1989)
 FH0226
 FH0226'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0226'RECOVERED IN GOOD CONDITION.
 FH0226
 FH0226                          STATION RECOVERY (1990)
 FH0226
 FH0226'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1285 ***********************************************************************
 FG1285  DESIGNATION -  P 46
 FG1285  PID         -  FG1285
 FG1285  STATE/COUNTY-  AR/YELL
 FG1285  USGS QUAD   -  HAVANA (1966)
 FG1285
 FG1285                         *CURRENT SURVEY CONTROL
 FG1285  ___________________________________________________________________
 FG1285* NAD 83(1986)-  35 07 08.     (N)    093 33 02.     (W)     SCALED    
 FG1285* NAVD 88     -       116.158  (meters)     381.10   (feet)  ADJUSTED  
 FG1285  ___________________________________________________________________
 FG1285  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FG1285  DYNAMIC HT  -         116.044 (meters)     380.72  (feet)  COMP
 FG1285  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FG1285
 FG1285  VERT ORDER  -  SECOND    CLASS 0
 FG1285
 FG1285.The horizontal coordinates were scaled from a topographic map and have
 FG1285.an estimated accuracy of +/- 6 seconds.
 FG1285
 FG1285.The orthometric height was determined by differential leveling
 FG1285.and adjusted by the National Geodetic Survey in June 1991..
 FG1285
 FG1285.The geoid height was determined by GEOID03.
 FG1285
 FG1285.The dynamic height is computed by dividing the NAVD 88
 FG1285.geopotential number by the normal gravity value computed on the
 FG1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1285.degrees latitude (g = 980.6199 gals.).
 FG1285
 FG1285.The modeled gravity was interpolated from observed gravity values.
 FG1285
 FG1285;                    North         East    Units  Estimated Accuracy
 FG1285;SPC AR N     -    88,260.      258,670.      MT  (+/- 180 meters Scaled)
 FG1285
 FG1285                          SUPERSEDED SURVEY CONTROL
 FG1285
 FG1285  NGVD 29 (??/??/92)  116.105  (m)          380.92   (f) ADJ UNCH    2 0
 FG1285
 FG1285.Superseded values are not recommended for survey control.
 FG1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1285.See file dsdata.txt to determine how the superseded data were derived.
 FG1285
 FG1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU498863(NAD 83)
 FG1285_MARKER: DB = BENCH MARK DISK
 FG1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1285_STAMPING: P-46 1934
 FG1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1285+STABILITY: SURFACE MOTION
 FG1285
 FG1285  HISTORY     - Date     Condition        Report By
 FG1285  HISTORY     - 1934     MONUMENTED       CGS
 FG1285
 FG1285                          STATION DESCRIPTION
 FG1285
 FG1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1285'1.4 MI W FROM HAVANA.
 FG1285'1.4 MILE WEST OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 380 FEET
 FG1285'SOUTHEAST OF PRIVATE RAILROAD CROSSING.  ABOUT 350 FEET NORTHWEST OF
 FG1285'STEEL RAILROAD BRIDGE NO. 2299.  45.3 FEET NORTHEAST OF CENTERLINE OF
 FG1285'CHICAGO, ROCK ISLAND AND PACIFIC R.R.  4.8 FEET NORTHEAST OF M.P. 230.
 FG1285'2 FEET SOUTHWEST OF FENCE PARALLELING RAILROAD. TABLET SET IN PRECAST
 FG1285'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0954 ***********************************************************************
 FG0954  DESIGNATION -  P 47
 FG0954  PID         -  FG0954
 FG0954  STATE/COUNTY-  AR/POPE
 FG0954  USGS QUAD   -  TREAT (1980)
 FG0954
 FG0954                         *CURRENT SURVEY CONTROL
 FG0954  ___________________________________________________________________
 FG0954* NAD 83(1986)-  35 30 23.     (N)    093 09 55.     (W)     SCALED    
 FG0954* NAVD 88     -       175.488  (meters)     575.75   (feet)  ADJUSTED  
 FG0954  ___________________________________________________________________
 FG0954  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FG0954  DYNAMIC HT  -         175.323 (meters)     575.21  (feet)  COMP
 FG0954  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FG0954
 FG0954  VERT ORDER  -  SECOND    CLASS 0
 FG0954
 FG0954.The horizontal coordinates were scaled from a topographic map and have
 FG0954.an estimated accuracy of +/- 6 seconds.
 FG0954
 FG0954.The orthometric height was determined by differential leveling
 FG0954.and adjusted by the National Geodetic Survey in June 1991..
 FG0954
 FG0954.The geoid height was determined by GEOID03.
 FG0954
 FG0954.The dynamic height is computed by dividing the NAVD 88
 FG0954.geopotential number by the normal gravity value computed on the
 FG0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0954.degrees latitude (g = 980.6199 gals.).
 FG0954
 FG0954.The modeled gravity was interpolated from observed gravity values.
 FG0954
 FG0954;                    North         East    Units  Estimated Accuracy
 FG0954;SPC AR N     -   130,770.      294,290.      MT  (+/- 180 meters Scaled)
 FG0954
 FG0954                          SUPERSEDED SURVEY CONTROL
 FG0954
 FG0954  NGVD 29 (??/??/92)  175.438  (m)          575.58   (f) ADJ UNCH    2 0
 FG0954
 FG0954.Superseded values are not recommended for survey control.
 FG0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0954.See file dsdata.txt to determine how the superseded data were derived.
 FG0954
 FG0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV850292(NAD 83)
 FG0954_MARKER: DB = BENCH MARK DISK
 FG0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0954_STAMPING: P 47 1934
 FG0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0954+STABILITY: SURFACE MOTION
 FG0954
 FG0954  HISTORY     - Date     Condition        Report By
 FG0954  HISTORY     - 1934     MONUMENTED       CGS
 FG0954  HISTORY     - 1935     GOOD             NGS
 FG0954
 FG0954                          STATION DESCRIPTION
 FG0954
 FG0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0954'9.9 MI NW FROM DOVER.
 FG0954'9.9 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT
 FG0954'DOVER, AT THE CAMP-WE-GO AUTO CAMP, 42.3 FEET SOUTHWEST OF THE
 FG0954'SOUTHWEST CORNER OF THE SERVICE STATION OF M.V. RUSH, 402 FEET EAST OF
 FG0954'THE CENTER LINE OF THE HIGHWAY 6.7 FEET SOUTH OF AN OAK TREE, AND 1.5
 FG0954'FEET EAST OF A FENCE PARALLELING THE HIGHWAY.  SET IN THE TOP OF A
 FG0954'CONCRETE POST.
 FG0954
 FG0954                          STATION RECOVERY (1935)
 FG0954
 FG0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0057 ***********************************************************************
 FG0057  DESIGNATION -  P 48
 FG0057  PID         -  FG0057
 FG0057  STATE/COUNTY-  AR/VAN BUREN
 FG0057  USGS QUAD   -  CLINTON (1981)
 FG0057
 FG0057                         *CURRENT SURVEY CONTROL
 FG0057  ___________________________________________________________________
 FG0057* NAD 83(1986)-  35 35 19.     (N)    092 29 40.     (W)     SCALED    
 FG0057* NAVD 88     -       162.025  (meters)     531.58   (feet)  ADJUSTED  
 FG0057  ___________________________________________________________________
 FG0057  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0057  DYNAMIC HT  -         161.875 (meters)     531.08  (feet)  COMP
 FG0057  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FG0057
 FG0057  VERT ORDER  -  SECOND    CLASS 0
 FG0057
 FG0057.The horizontal coordinates were scaled from a topographic map and have
 FG0057.an estimated accuracy of +/- 6 seconds.
 FG0057
 FG0057.The orthometric height was determined by differential leveling
 FG0057.and adjusted by the National Geodetic Survey in June 1991..
 FG0057
 FG0057.The geoid height was determined by GEOID03.
 FG0057
 FG0057.The dynamic height is computed by dividing the NAVD 88
 FG0057.geopotential number by the normal gravity value computed on the
 FG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0057.degrees latitude (g = 980.6199 gals.).
 FG0057
 FG0057.The modeled gravity was interpolated from observed gravity values.
 FG0057
 FG0057;                    North         East    Units  Estimated Accuracy
 FG0057;SPC AR N     -   139,380.      355,190.      MT  (+/- 180 meters Scaled)
 FG0057
 FG0057                          SUPERSEDED SURVEY CONTROL
 FG0057
 FG0057  NGVD 29 (??/??/92)  161.951  (m)          531.33   (f) ADJ UNCH    2 0
 FG0057
 FG0057.Superseded values are not recommended for survey control.
 FG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0057.See file dsdata.txt to determine how the superseded data were derived.
 FG0057
 FG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV458384(NAD 83)
 FG0057_MARKER: DB = BENCH MARK DISK
 FG0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0057_STAMPING: P-48 1934
 FG0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0057+STABILITY: SURFACE MOTION
 FG0057
 FG0057  HISTORY     - Date     Condition        Report By
 FG0057  HISTORY     - 1934     MONUMENTED       CGS
 FG0057  HISTORY     - 1935     GOOD             NGS
 FG0057  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG0057
 FG0057                          STATION DESCRIPTION
 FG0057
 FG0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0057'2.0 MI W FROM CLINTON.
 FG0057'2.0 MILES WEST OF CLINTON, FROM JCT. OF U.S. HWY. 65 AND ST. NO. 95,
 FG0057'ALONG STATE HWY. NO. 95.  ABOUT 150 FEET SOUTHEAST OF JOHN SNEEDS FARM
 FG0057'HOUSE.  69.5 FEET NORTHWEST OF NORTHWEST CORNER OF WOODEN HIGHWAY
 FG0057'BRIDGE.  49.7 FEET NORTH OF CENTERLINE OF STATE HWY. NO. 95.  17.7
 FG0057'FEET SOUTHEAST OF SOUTHEAST CORNER OF LOG BARN. 0.6 FT. SOUTH OF FENCE
 FG0057'PARALLELING HIGHWAY.  TABLET SET IN PRECAST CONCRETE POST.
 FG0057
 FG0057                          STATION RECOVERY (1963)
 FG0057
 FG0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0137 ***********************************************************************
 GF0137  DESIGNATION -  P 5
 GF0137  PID         -  GF0137
 GF0137  STATE/COUNTY-  AR/MARION
 GF0137  USGS QUAD   -  COTTER (1981)
 GF0137
 GF0137                         *CURRENT SURVEY CONTROL
 GF0137  ___________________________________________________________________
 GF0137* NAD 83(1986)-  36 16 44.     (N)    092 35 49.     (W)     SCALED    
 GF0137* NAVD 88     -       198.131  (meters)     650.03   (feet)  ADJUSTED  
 GF0137  ___________________________________________________________________
 GF0137  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0137  DYNAMIC HT  -         197.961 (meters)     649.48  (feet)  COMP
 GF0137  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 GF0137
 GF0137  VERT ORDER  -  SECOND    CLASS 0
 GF0137
 GF0137.The horizontal coordinates were scaled from a topographic map and have
 GF0137.an estimated accuracy of +/- 6 seconds.
 GF0137
 GF0137.The orthometric height was determined by differential leveling
 GF0137.and adjusted by the National Geodetic Survey in June 1991..
 GF0137
 GF0137.The geoid height was determined by GEOID03.
 GF0137
 GF0137.The dynamic height is computed by dividing the NAVD 88
 GF0137.geopotential number by the normal gravity value computed on the
 GF0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0137.degrees latitude (g = 980.6199 gals.).
 GF0137
 GF0137.The modeled gravity was interpolated from observed gravity values.
 GF0137
 GF0137;                    North         East    Units  Estimated Accuracy
 GF0137;SPC AR N     -   216,010.      346,370.      MT  (+/- 180 meters Scaled)
 GF0137
 GF0137                          SUPERSEDED SURVEY CONTROL
 GF0137
 GF0137  NGVD 29 (??/??/92)  198.016  (m)          649.66   (f) ADJ UNCH    2 0
 GF0137
 GF0137.Superseded values are not recommended for survey control.
 GF0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0137.See file dsdata.txt to determine how the superseded data were derived.
 GF0137
 GF0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA361149(NAD 83)
 GF0137_MARKER: DB = BENCH MARK DISK
 GF0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0137_STAMPING: P-5 1934
 GF0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0137+STABILITY: SURFACE MOTION
 GF0137
 GF0137  HISTORY     - Date     Condition        Report By
 GF0137  HISTORY     - 1934     MONUMENTED       CGS
 GF0137
 GF0137                          STATION DESCRIPTION
 GF0137
 GF0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0137'IN FLIPPIN.
 GF0137'ABOUT 0.2 MILE EAST OF RAILROAD STATION, ABOUT 0.1 MILE WEST
 GF0137'OF POLE 386-10, 77 FEET NORTH OF INTERSECTION OF CENTERLINES
 GF0137'OF RAILROAD AND GRADE CROSSING, 47.5 FEET NORTHWEST OF RAILROAD
 GF0137'CENTERLINE, 45 FEET EAST OF CENTERLINE OF STREET, 15.5 FEET
 GF0137'NORTH OF POLE 386-13, 2 FEET EAST OF FENCE CORNER AT THE NORTHEAST
 GF0137'CORNER OF INTERSECTION.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0462 ***********************************************************************
 GF0462  DESIGNATION -  P 5
 GF0462  PID         -  GF0462
 GF0462  STATE/COUNTY-  AR/CARROLL
 GF0462  USGS QUAD   -  BEAVER (1976)
 GF0462
 GF0462                         *CURRENT SURVEY CONTROL
 GF0462  ___________________________________________________________________
 GF0462* NAD 83(1986)-  36 29 46.     (N)    093 50 00.     (W)     SCALED    
 GF0462* NAVD 88     -       309.635  (meters)    1015.86   (feet)  ADJUSTED  
 GF0462  ___________________________________________________________________
 GF0462  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GF0462  DYNAMIC HT  -         309.364 (meters)    1014.97  (feet)  COMP
 GF0462  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 GF0462
 GF0462  VERT ORDER  -  FIRST     CLASS II
 GF0462
 GF0462.The horizontal coordinates were scaled from a topographic map and have
 GF0462.an estimated accuracy of +/- 6 seconds.
 GF0462
 GF0462.The orthometric height was determined by differential leveling
 GF0462.and adjusted by the National Geodetic Survey in June 1991..
 GF0462
 GF0462.The geoid height was determined by GEOID03.
 GF0462
 GF0462.The dynamic height is computed by dividing the NAVD 88
 GF0462.geopotential number by the normal gravity value computed on the
 GF0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0462.degrees latitude (g = 980.6199 gals.).
 GF0462
 GF0462.The modeled gravity was interpolated from observed gravity values.
 GF0462
 GF0462;                    North         East    Units  Estimated Accuracy
 GF0462;SPC AR N     -   241,490.      235,740.      MT  (+/- 180 meters Scaled)
 GF0462
 GF0462                          SUPERSEDED SURVEY CONTROL
 GF0462
 GF0462  NGVD 29 (??/??/92)  309.486  (m)         1015.37   (f) ADJ UNCH    1 2
 GF0462
 GF0462.Superseded values are not recommended for survey control.
 GF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0462.See file dsdata.txt to determine how the superseded data were derived.
 GF0462
 GF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA253393(NAD 83)
 GF0462_MARKER: DB = BENCH MARK DISK
 GF0462_SETTING: 66 = SET IN ROCK OUTCROP
 GF0462_SP_SET: ROCK LEDGE
 GF0462_STAMPING: P 5 1930
 GF0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0462+STABILITY: POSITION/ELEVATION WELL
 GF0462
 GF0462  HISTORY     - Date     Condition        Report By
 GF0462  HISTORY     - 1930     MONUMENTED       CGS
 GF0462
 GF0462                          STATION DESCRIPTION
 GF0462
 GF0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 GF0462'4.4 MI NW FROM BEAVER.
 GF0462'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 4.4 MILES NORTHWEST
 GF0462'OF THE STATION AT BEAVER, 1/10 MILE SOUTHEAST OF THE
 GF0462'MISSOURI-ARKANSAS STATE LINE, 38 FEET SOUTHEAST OF BRIDGE 69.4,
 GF0462'26 FEET EAST OF THE EAST AND NEAREST RAIL, 8 FEET EAST OF THE RIGHT
 GF0462'OF WAY FENCE, SET IN HARD LIMESTONE ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0480 ***********************************************************************
 GF0480  DESIGNATION -  P 51
 GF0480  PID         -  GF0480
 GF0480  STATE/COUNTY-  AR/MADISON
 GF0480  USGS QUAD   -  HUNTSVILLE (1973)
 GF0480
 GF0480                         *CURRENT SURVEY CONTROL
 GF0480  ___________________________________________________________________
 GF0480* NAD 83(1986)-  36 06 42.     (N)    093 43 57.     (W)     SCALED    
 GF0480* NAVD 88     -       390.899  (meters)    1282.47   (feet)  ADJUSTED  
 GF0480  ___________________________________________________________________
 GF0480  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GF0480  DYNAMIC HT  -         390.545 (meters)    1281.31  (feet)  COMP
 GF0480  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 GF0480
 GF0480  VERT ORDER  -  SECOND    CLASS 0
 GF0480
 GF0480.The horizontal coordinates were scaled from a topographic map and have
 GF0480.an estimated accuracy of +/- 6 seconds.
 GF0480
 GF0480.The orthometric height was determined by differential leveling
 GF0480.and adjusted by the National Geodetic Survey in June 1991..
 GF0480
 GF0480.The geoid height was determined by GEOID03.
 GF0480
 GF0480.The dynamic height is computed by dividing the NAVD 88
 GF0480.geopotential number by the normal gravity value computed on the
 GF0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0480.degrees latitude (g = 980.6199 gals.).
 GF0480
 GF0480.The modeled gravity was interpolated from observed gravity values.
 GF0480
 GF0480;                    North         East    Units  Estimated Accuracy
 GF0480;SPC AR N     -   198,670.      244,020.      MT  (+/- 180 meters Scaled)
 GF0480
 GF0480                          SUPERSEDED SURVEY CONTROL
 GF0480
 GF0480  NGVD 29 (??/??/92)  390.766  (m)         1282.04   (f) ADJ UNCH    2 0
 GF0480
 GF0480.Superseded values are not recommended for survey control.
 GF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0480.See file dsdata.txt to determine how the superseded data were derived.
 GF0480
 GF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV340965(NAD 83)
 GF0480_MARKER: DB = BENCH MARK DISK
 GF0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0480_STAMPING: P 51 1934
 GF0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0480+STABILITY: SURFACE MOTION
 GF0480
 GF0480  HISTORY     - Date     Condition        Report By
 GF0480  HISTORY     - 1934     MONUMENTED       CGS
 GF0480  HISTORY     - 1956     MARK NOT FOUND   NGS
 GF0480
 GF0480                          STATION DESCRIPTION
 GF0480
 GF0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GF0480'2.1 MI N FROM HUNTSVILLE.
 GF0480'2.1 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE AT
 GF0480'HUNTSVILLE, MADISON COUNTY, 1.3 MILES NORTH OF THE JUNCTION WITH
 GF0480'STATE HIGHWAY 68, 900 FEET EAST OF AN UNPAINTED FRAME FARMHOUSE,
 GF0480'88 FEET NORTH OF A JOG IN THE FENCE LINE, 36 FEET EAST OF THE
 GF0480'CENTERLINE OF THE HIGHWAY, AND 0.5 FOOT WEST OF THE FENCE LINE.
 GF0480'A STANDARD DISK, STAMPED P 51 1934 AND SET IN THE TOP OF A
 GF0480'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1327 ***********************************************************************
 FG1327  DESIGNATION -  P 52
 FG1327  PID         -  FG1327
 FG1327  STATE/COUNTY-  AR/MADISON
 FG1327  USGS QUAD   -  ST PAUL (1973)
 FG1327
 FG1327                         *CURRENT SURVEY CONTROL
 FG1327  ___________________________________________________________________
 FG1327* NAD 83(1986)-  35 50 08.     (N)    093 52 18.     (W)     SCALED    
 FG1327* NAVD 88     -       421.393  (meters)    1382.52   (feet)  ADJUSTED  
 FG1327  ___________________________________________________________________
 FG1327  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FG1327  DYNAMIC HT  -         420.998 (meters)    1381.22  (feet)  COMP
 FG1327  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FG1327
 FG1327  VERT ORDER  -  SECOND    CLASS 0
 FG1327
 FG1327.The horizontal coordinates were scaled from a topographic map and have
 FG1327.an estimated accuracy of +/- 6 seconds.
 FG1327
 FG1327.The orthometric height was determined by differential leveling
 FG1327.and adjusted by the National Geodetic Survey in June 1991..
 FG1327
 FG1327.The geoid height was determined by GEOID03.
 FG1327
 FG1327.The dynamic height is computed by dividing the NAVD 88
 FG1327.geopotential number by the normal gravity value computed on the
 FG1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1327.degrees latitude (g = 980.6199 gals.).
 FG1327
 FG1327.The modeled gravity was interpolated from observed gravity values.
 FG1327
 FG1327;                    North         East    Units  Estimated Accuracy
 FG1327;SPC AR N     -   168,270.      230,910.      MT  (+/- 180 meters Scaled)
 FG1327
 FG1327                          SUPERSEDED SURVEY CONTROL
 FG1327
 FG1327  NGVD 29 (??/??/92)  421.259  (m)         1382.08   (f) ADJ UNCH    2 0
 FG1327
 FG1327.Superseded values are not recommended for survey control.
 FG1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1327.See file dsdata.txt to determine how the superseded data were derived.
 FG1327
 FG1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV212660(NAD 83)
 FG1327_MARKER: DB = BENCH MARK DISK
 FG1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1327_STAMPING: P 52 1934
 FG1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1327+STABILITY: SURFACE MOTION
 FG1327
 FG1327  HISTORY     - Date     Condition        Report By
 FG1327  HISTORY     - 1934     MONUMENTED       CGS
 FG1327  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1327
 FG1327                          STATION DESCRIPTION
 FG1327
 FG1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1327'2.1 MI E FROM DELANEY.
 FG1327'2.1 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FG1327'STATION AT DELANEY, 375 FEET WEST OF POLE 380+20, 225 FEET NORTHEAST
 FG1327'OF THE TOM PATRICK FARMHOUSE, 45 FEET NORTHWEST OF THE INTERSECTION OF
 FG1327'A SPLIT RAIL FENCE AND A ROCK WALL FENCE, 41 FEET SOUTH OF THE
 FG1327'CENTERLINE OF THE TRACK, AND 16 FEET NORTH OF THE ROCK WALL FENCE.  A
 FG1327'STANDARD DISK, STAMPED P 52 1934 AND SET IN THE TOP OF A CONCRETE
 FG1327'POST.
 FG1327
 FG1327                          STATION RECOVERY (1973)
 FG1327
 FG1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1058 ***********************************************************************
 EH1058  DESIGNATION -  P 55
 EH1058  PID         -  EH1058
 EH1058  STATE/COUNTY-  AR/MONROE
 EH1058  USGS QUAD   -  CLARENDON (1968)
 EH1058
 EH1058                         *CURRENT SURVEY CONTROL
 EH1058  ___________________________________________________________________
 EH1058* NAD 83(1986)-  34 39 41.     (N)    091 16 15.     (W)     SCALED    
 EH1058* NAVD 88     -        54.271  (meters)     178.05   (feet)  ADJUSTED  
 EH1058  ___________________________________________________________________
 EH1058  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1058  DYNAMIC HT  -          54.219 (meters)     177.88  (feet)  COMP
 EH1058  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 EH1058
 EH1058  VERT ORDER  -  FIRST     CLASS II
 EH1058
 EH1058.The horizontal coordinates were scaled from a topographic map and have
 EH1058.an estimated accuracy of +/- 6 seconds.
 EH1058
 EH1058.The orthometric height was determined by differential leveling
 EH1058.and adjusted by the National Geodetic Survey in June 1991..
 EH1058
 EH1058.The geoid height was determined by GEOID03.
 EH1058
 EH1058.The dynamic height is computed by dividing the NAVD 88
 EH1058.geopotential number by the normal gravity value computed on the
 EH1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1058.degrees latitude (g = 980.6199 gals.).
 EH1058
 EH1058.The modeled gravity was interpolated from observed gravity values.
 EH1058
 EH1058;                    North         East    Units  Estimated Accuracy
 EH1058;SPC AR S     -   621,480.      466,840.      MT  (+/- 180 meters Scaled)
 EH1058
 EH1058                          SUPERSEDED SURVEY CONTROL
 EH1058
 EH1058  NGVD 29 (??/??/??)   54.291  (m)          178.12   (f) ADJUSTED    1 2
 EH1058
 EH1058.Superseded values are not recommended for survey control.
 EH1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1058.See file dsdata.txt to determine how the superseded data were derived.
 EH1058
 EH1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU584368(NAD 83)
 EH1058_MARKER: DB = BENCH MARK DISK
 EH1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1058_STAMPING: P 55 1935
 EH1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1058+STABILITY: SURFACE MOTION
 EH1058
 EH1058  HISTORY     - Date     Condition        Report By
 EH1058  HISTORY     - 1935     MONUMENTED       CGS
 EH1058  HISTORY     - 1955     GOOD             CGS
 EH1058  HISTORY     - 1966     MARK NOT FOUND   USGS
 EH1058
 EH1058                          STATION DESCRIPTION
 EH1058
 EH1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1058'3.2 MI SE FROM CLARENDON.
 EH1058'ABOUT 3.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1058'JUNCTION OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT CLARENDON, ABOUT
 EH1058'0.35 MILE NORTHWEST OF MILE POLE 361, 17 1/2 FEET NORTHEAST OF
 EH1058'NORTHEAST RAIL, 132 FEET SOUTHEAST OF CENTER OF A FARM CROSSING, 71
 EH1058'FEET EAST-SOUTHEAST AND ACROSS THE TRACK FROM TELEPHONE POLE NO.
 EH1058'361/10, 71 FEET SOUTH OF SOUTH CORNER OF AN ABANDONED TENANT HOUSE, 43
 EH1058'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST ONE OF TWO 40-INCH OAK TREES, 4
 EH1058'FEET SOUTHWEST OF A TELEPHONE POLE, 2 1/2 FEET SOUTHWEST OF A FENCE
 EH1058'LINE, ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 EH1058'CONCRETE POST PROJECTING 5 INCHES.
 EH1058
 EH1058                          STATION RECOVERY (1966)
 EH1058
 EH1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EH1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1315 ***********************************************************************
 EH1315  DESIGNATION -  P 57
 EH1315  PID         -  EH1315
 EH1315  STATE/COUNTY-  AR/ARKANSAS
 EH1315  USGS QUAD   -  GILLETT (1972)
 EH1315
 EH1315                         *CURRENT SURVEY CONTROL
 EH1315  ___________________________________________________________________
 EH1315* NAD 83(1986)-  34 07 03.     (N)    091 22 32.     (W)     SCALED    
 EH1315* NAVD 88     -        55.884  (meters)     183.35   (feet)  ADJUSTED  
 EH1315  ___________________________________________________________________
 EH1315  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EH1315  DYNAMIC HT  -          55.829 (meters)     183.17  (feet)  COMP
 EH1315  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 EH1315
 EH1315  VERT ORDER  -  FIRST     CLASS II
 EH1315
 EH1315.The horizontal coordinates were scaled from a topographic map and have
 EH1315.an estimated accuracy of +/- 6 seconds.
 EH1315
 EH1315.The orthometric height was determined by differential leveling
 EH1315.and adjusted by the National Geodetic Survey in August 1993..
 EH1315.WARNING-Repeat measurements at this control monument indicate possible
 EH1315.vertical movement.
 EH1315
 EH1315.The geoid height was determined by GEOID03.
 EH1315
 EH1315.The dynamic height is computed by dividing the NAVD 88
 EH1315.geopotential number by the normal gravity value computed on the
 EH1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1315.degrees latitude (g = 980.6199 gals.).
 EH1315
 EH1315.The modeled gravity was interpolated from observed gravity values.
 EH1315
 EH1315;                    North         East    Units  Estimated Accuracy
 EH1315;SPC AR S     -   561,090.      457,610.      MT  (+/- 180 meters Scaled)
 EH1315
 EH1315                          SUPERSEDED SURVEY CONTROL
 EH1315
 EH1315  NAVD 88 (06/15/91)   55.867  (m)          183.29   (f) UNKNOWN     1 2
 EH1315  NGVD 29 (??/??/??)   55.929  (m)          183.49   (f) ADJUSTED    1 2
 EH1315
 EH1315.Superseded values are not recommended for survey control.
 EH1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1315.See file dsdata.txt to determine how the superseded data were derived.
 EH1315
 EH1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT498763(NAD 83)
 EH1315_MARKER: DB = BENCH MARK DISK
 EH1315_SETTING: 0 = UNSPECIFIED SETTING
 EH1315_STAMPING: P 57 1935
 EH1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1315
 EH1315  HISTORY     - Date     Condition        Report By
 EH1315  HISTORY     - 1935     MONUMENTED       CGS
 EH1315  HISTORY     - 1972     GOOD             USGS
 EH1315  HISTORY     - 1976     GOOD             NGS
 EH1315  HISTORY     - 20030417 MARK NOT FOUND   USACE
 EH1315
 EH1315                          STATION DESCRIPTION
 EH1315
 EH1315'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 EH1315'IN GILLETT.
 EH1315'AT GILLETT.  IN NE. 1/4 SEC. 6, T. 7 S., R. 3 W.  72 FT. S., 100 FT.
 EH1315'E. AND ON THE SAME LEVEL AS THE CORNER OF MAIN AND FRONT ST. (T-STREET
 EH1315'W.).  30 FT. W. OF CENTER OF MAIN TRACK OF R.R.  9 FT. N. OF 2 FT.
 EH1315'DIA. TREE.  1.5 FT. N. OF METAL WITNESS POST A USC AND GS TABLET
 EH1315'STAMPED P-57 1935.  SET FLUSH WITH GROUND.
 EH1315
 EH1315                          STATION RECOVERY (1976)
 EH1315
 EH1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1315'RECOVERED IN GOOD CONDITION.
 EH1315
 EH1315                          STATION RECOVERY (2003)
 EH1315
 EH1315'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1335 ***********************************************************************
 EJ1335  DESIGNATION -  P 59
 EJ1335  PID         -  EJ1335
 EJ1335  STATE/COUNTY-  AR/PIKE
 EJ1335  USGS QUAD   -  GLENWOOD (1979)
 EJ1335
 EJ1335                         *CURRENT SURVEY CONTROL
 EJ1335  ___________________________________________________________________
 EJ1335* NAD 83(1986)-  34 20 12.     (N)    093 30 31.     (W)     SCALED    
 EJ1335* NAVD 88     -       187.715  (meters)     615.86   (feet)  ADJUSTED  
 EJ1335  ___________________________________________________________________
 EJ1335  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EJ1335  DYNAMIC HT  -         187.525 (meters)     615.24  (feet)  COMP
 EJ1335  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 EJ1335
 EJ1335  VERT ORDER  -  SECOND    CLASS 0
 EJ1335
 EJ1335.The horizontal coordinates were scaled from a topographic map and have
 EJ1335.an estimated accuracy of +/- 6 seconds.
 EJ1335
 EJ1335.The orthometric height was determined by differential leveling
 EJ1335.and adjusted by the National Geodetic Survey in June 1991..
 EJ1335
 EJ1335.The geoid height was determined by GEOID03.
 EJ1335
 EJ1335.The dynamic height is computed by dividing the NAVD 88
 EJ1335.geopotential number by the normal gravity value computed on the
 EJ1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1335.degrees latitude (g = 980.6199 gals.).
 EJ1335
 EJ1335.The modeled gravity was interpolated from observed gravity values.
 EJ1335
 EJ1335;                    North         East    Units  Estimated Accuracy
 EJ1335;SPC AR S     -   586,250.      261,190.      MT  (+/- 180 meters Scaled)
 EJ1335
 EJ1335                          SUPERSEDED SURVEY CONTROL
 EJ1335
 EJ1335  NGVD 29 (??/??/92)  187.690  (m)          615.78   (f) ADJ UNCH    2 0
 EJ1335
 EJ1335.Superseded values are not recommended for survey control.
 EJ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1335.See file dsdata.txt to determine how the superseded data were derived.
 EJ1335
 EJ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT532996(NAD 83)
 EJ1335_MARKER: DB = BENCH MARK DISK
 EJ1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1335_SP_SET: CULVERT
 EJ1335_STAMPING: P-59 1934
 EJ1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1335
 EJ1335  HISTORY     - Date     Condition        Report By
 EJ1335  HISTORY     - 1934     MONUMENTED       CGS
 EJ1335  HISTORY     - 1962     GOOD             NGS
 EJ1335  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ1335
 EJ1335                          STATION DESCRIPTION
 EJ1335
 EJ1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1335'2.8 MI NE FROM GLENWOOD.
 EJ1335'2.8 MILES NORTHEAST OF, ALONG U.S. HWY. 70, FROM RY. STATION.  BRONZE
 EJ1335'TABLET IN NORTH HEADWALL OF CONCRETE HIGHWAY CULVERT.  ABOUT CENTER OF
 EJ1335'LONG S TURN.  ABOUT 0.2 MILE SOUTHWEST OF WHITE FARM HOUSE ON SOUTH
 EJ1335'SIDE OF HIGHWAY.  18 FEET NORTHWEST OF CENTERLINE OF U.S. HWY. 70.
 EJ1335
 EJ1335                          STATION RECOVERY (1962)
 EJ1335
 EJ1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1335'RECOVERED IN GOOD CONDITION.
 EJ1335
 EJ1335                          STATION RECOVERY (1976)
 EJ1335
 EJ1335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EJ1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0113 ***********************************************************************
 GF0113  DESIGNATION -  P 6
 GF0113  PID         -  GF0113
 GF0113  STATE/COUNTY-  AR/MARION
 GF0113  USGS QUAD   -  WESTERN GROVE (1975)
 GF0113
 GF0113                         *CURRENT SURVEY CONTROL
 GF0113  ___________________________________________________________________
 GF0113* NAD 83(1986)-  36 03 44.     (N)    092 52 43.     (W)     SCALED    
 GF0113* NAVD 88     -       328.275  (meters)    1077.02   (feet)  ADJUSTED  
 GF0113  ___________________________________________________________________
 GF0113  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0113  DYNAMIC HT  -         327.977 (meters)    1076.04  (feet)  COMP
 GF0113  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 GF0113
 GF0113  VERT ORDER  -  FIRST     CLASS II
 GF0113
 GF0113.The horizontal coordinates were scaled from a topographic map and have
 GF0113.an estimated accuracy of +/- 6 seconds.
 GF0113
 GF0113.The orthometric height was determined by differential leveling
 GF0113.and adjusted by the National Geodetic Survey in June 1991..
 GF0113
 GF0113.The geoid height was determined by GEOID03.
 GF0113
 GF0113.The dynamic height is computed by dividing the NAVD 88
 GF0113.geopotential number by the normal gravity value computed on the
 GF0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0113.degrees latitude (g = 980.6199 gals.).
 GF0113
 GF0113.The modeled gravity was interpolated from observed gravity values.
 GF0113
 GF0113;                    North         East    Units  Estimated Accuracy
 GF0113;SPC AR N     -   192,160.      320,850.      MT  (+/- 180 meters Scaled)
 GF0113
 GF0113                          SUPERSEDED SURVEY CONTROL
 GF0113
 GF0113  NGVD 29 (??/??/92)  328.140  (m)         1076.57   (f) ADJ UNCH    1 2
 GF0113
 GF0113.Superseded values are not recommended for survey control.
 GF0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0113.See file dsdata.txt to determine how the superseded data were derived.
 GF0113
 GF0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV109908(NAD 83)
 GF0113_MARKER: DB = BENCH MARK DISK
 GF0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0113_STAMPING: P-6 1934
 GF0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0113+STABILITY: SURFACE MOTION
 GF0113
 GF0113  HISTORY     - Date     Condition        Report By
 GF0113  HISTORY     - 1934     MONUMENTED       CGS
 GF0113  HISTORY     - 1972     GOOD             USGS
 GF0113  HISTORY     - 1972     GOOD             NGS
 GF0113
 GF0113                          STATION DESCRIPTION
 GF0113
 GF0113'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GF0113'AT PYATT.
 GF0113'REVISE PREVIOUS DESCRIPTION TO READ-- AT. PYATT, MARION COUNTY,
 GF0113'412 FT. W. ALONG THE TRACK FROM THE CENTERLINE OF U.S. HWY 62
 GF0113'SPUR, ABOUT 230 FT. EAST ALONG THE TRACK FROM A SWITCH STAND
 GF0113'ON THE NORTH SIDE OF THE TRACK, 15 FT. N. AND IN LINE WITH THE
 GF0113'WEST END OF A LINE OF SILOS ON THE SOUTH SIDE OF THE TRACK,
 GF0113'BETWEEN THE MAIN TRACK AND THE NORTH SIDE TRACK, 8 FT SOUTH
 GF0113'OF A POWER POLE AND ABOUT 0.2 FT. BELOW THE SURFACE.  A STATE
 GF0113'SURVEY STD. DISK, STAMPED P-6 1934 IN THE TOP OF A CONC. POST.
 GF0113
 GF0113                          STATION RECOVERY (1972)
 GF0113
 GF0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GF0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0123 ***********************************************************************
 GF0123  DESIGNATION -  P 6
 GF0123  PID         -  GF0123
 GF0123  STATE/COUNTY-  AR/MARION
 GF0123  USGS QUAD   -  PYATT (1972)
 GF0123
 GF0123                         *CURRENT SURVEY CONTROL
 GF0123  ___________________________________________________________________
 GF0123* NAD 83(1986)-  36 15 06.     (N)    092 50 43.     (W)     SCALED    
 GF0123* NAVD 88     -       228.657  (meters)     750.19   (feet)  ADJUSTED  
 GF0123  ___________________________________________________________________
 GF0123  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0123  DYNAMIC HT  -         228.455 (meters)     749.52  (feet)  COMP
 GF0123  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 GF0123
 GF0123  VERT ORDER  -  SECOND    CLASS 0
 GF0123
 GF0123.The horizontal coordinates were scaled from a topographic map and have
 GF0123.an estimated accuracy of +/- 6 seconds.
 GF0123
 GF0123.The orthometric height was determined by differential leveling
 GF0123.and adjusted by the National Geodetic Survey in June 1991..
 GF0123
 GF0123.The geoid height was determined by GEOID03.
 GF0123
 GF0123.The dynamic height is computed by dividing the NAVD 88
 GF0123.geopotential number by the normal gravity value computed on the
 GF0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0123.degrees latitude (g = 980.6199 gals.).
 GF0123
 GF0123.The modeled gravity was interpolated from observed gravity values.
 GF0123
 GF0123;                    North         East    Units  Estimated Accuracy
 GF0123;SPC AR N     -   213,160.      324,030.      MT  (+/- 180 meters Scaled)
 GF0123
 GF0123                          SUPERSEDED SURVEY CONTROL
 GF0123
 GF0123  NGVD 29 (??/??/92)  228.539  (m)          749.80   (f) ADJ UNCH    2 0
 GF0123
 GF0123.Superseded values are not recommended for survey control.
 GF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0123.See file dsdata.txt to determine how the superseded data were derived.
 GF0123
 GF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA139118(NAD 83)
 GF0123_MARKER: DB = BENCH MARK DISK
 GF0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0123_STAMPING: P-66 1934
 GF0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0123+STABILITY: SURFACE MOTION
 GF0123
 GF0123  HISTORY     - Date     Condition        Report By
 GF0123  HISTORY     - 1934     MONUMENTED       CGS
 GF0123  HISTORY     - 1966     MARK NOT FOUND   USGS
 GF0123
 GF0123                          STATION DESCRIPTION
 GF0123
 GF0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0123'IN PYATT.
 GF0123'ABOUT 330 FEET WEST OF THE PASSENGER STATION, 8 FEET SOUTH OF
 GF0123'POLE 403-3, ABOUT 230 FEET EAST OF SWITCH STAND AT NORTH SIDE
 GF0123'OF RAILROAD, 15 FEET NORTH OF RAILROAD CENTERLINE.  TABLET
 GF0123'SET IN PRECAST CONCRETE POST.
 GF0123
 GF0123                          STATION RECOVERY (1966)
 GF0123
 GF0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GF0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1334 ***********************************************************************
 EJ1334  DESIGNATION -  P 61
 EJ1334  PID         -  EJ1334
 EJ1334  STATE/COUNTY-  AR/PIKE
 EJ1334  USGS QUAD   -  NARROWS DAM (1969)
 EJ1334
 EJ1334                         *CURRENT SURVEY CONTROL
 EJ1334  ___________________________________________________________________
 EJ1334* NAD 83(1986)-  34 14 00.     (N)    093 38 32.     (W)     SCALED    
 EJ1334* NAVD 88     -       200.560  (meters)     658.00   (feet)  ADJUSTED  
 EJ1334  ___________________________________________________________________
 EJ1334  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EJ1334  DYNAMIC HT  -         200.355 (meters)     657.33  (feet)  COMP
 EJ1334  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 EJ1334
 EJ1334  VERT ORDER  -  SECOND    CLASS 0
 EJ1334
 EJ1334.The horizontal coordinates were scaled from a topographic map and have
 EJ1334.an estimated accuracy of +/- 6 seconds.
 EJ1334
 EJ1334.The orthometric height was determined by differential leveling
 EJ1334.and adjusted by the National Geodetic Survey in June 1991..
 EJ1334
 EJ1334.The geoid height was determined by GEOID03.
 EJ1334
 EJ1334.The dynamic height is computed by dividing the NAVD 88
 EJ1334.geopotential number by the normal gravity value computed on the
 EJ1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1334.degrees latitude (g = 980.6199 gals.).
 EJ1334
 EJ1334.The modeled gravity was interpolated from observed gravity values.
 EJ1334
 EJ1334;                    North         East    Units  Estimated Accuracy
 EJ1334;SPC AR S     -   574,980.      248,720.      MT  (+/- 180 meters Scaled)
 EJ1334
 EJ1334                          SUPERSEDED SURVEY CONTROL
 EJ1334
 EJ1334  NGVD 29 (??/??/92)  200.53   (m)          657.9    (f) COMPUTED    2 0
 EJ1334
 EJ1334.Superseded values are not recommended for survey control.
 EJ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1334.See file dsdata.txt to determine how the superseded data were derived.
 EJ1334
 EJ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT408882(NAD 83)
 EJ1334_MARKER: DB = BENCH MARK DISK
 EJ1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1334_STAMPING: P 61 1934
 EJ1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1334+STABILITY: SURFACE MOTION
 EJ1334
 EJ1334  HISTORY     - Date     Condition        Report By
 EJ1334  HISTORY     - 1934     MONUMENTED       CGS
 EJ1334  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1334
 EJ1334                          STATION DESCRIPTION
 EJ1334
 EJ1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1334'1.3 MI S FROM KIRBY.
 EJ1334'1.3 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT KIRBY, PIKE
 EJ1334'COUNTY, 30 FEET NORTH OF THE GATEWAY TO THE C MINING CO. QUICKSILVER
 EJ1334'MINE, 58 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A
 EJ1334'WIRE FENCE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 EJ1334'P 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1032 ***********************************************************************
 DL1032  DESIGNATION -  P 62
 DL1032  PID         -  DL1032
 DL1032  STATE/COUNTY-  AR/HEMPSTEAD
 DL1032  USGS QUAD   -  WASHINGTON (1951)
 DL1032
 DL1032                         *CURRENT SURVEY CONTROL
 DL1032  ___________________________________________________________________
 DL1032* NAD 83(1986)-  33 46 25.     (N)    093 41 04.     (W)     SCALED    
 DL1032* NAVD 88     -       136.693  (meters)     448.47   (feet)  ADJUSTED  
 DL1032  ___________________________________________________________________
 DL1032  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DL1032  DYNAMIC HT  -         136.551 (meters)     448.00  (feet)  COMP
 DL1032  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 DL1032
 DL1032  VERT ORDER  -  SECOND    CLASS 0
 DL1032
 DL1032.The horizontal coordinates were scaled from a topographic map and have
 DL1032.an estimated accuracy of +/- 6 seconds.
 DL1032
 DL1032.The orthometric height was determined by differential leveling
 DL1032.and adjusted by the National Geodetic Survey in June 1991..
 DL1032
 DL1032.The geoid height was determined by GEOID03.
 DL1032
 DL1032.The dynamic height is computed by dividing the NAVD 88
 DL1032.geopotential number by the normal gravity value computed on the
 DL1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1032.degrees latitude (g = 980.6199 gals.).
 DL1032
 DL1032.The modeled gravity was interpolated from observed gravity values.
 DL1032
 DL1032;                    North         East    Units  Estimated Accuracy
 DL1032;SPC AR S     -   524,060.      243,990.      MT  (+/- 180 meters Scaled)
 DL1032
 DL1032                          SUPERSEDED SURVEY CONTROL
 DL1032
 DL1032  NGVD 29 (??/??/92)  136.706  (m)          448.51   (f) ADJ UNCH    2 0
 DL1032
 DL1032.Superseded values are not recommended for survey control.
 DL1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1032.See file dsdata.txt to determine how the superseded data were derived.
 DL1032
 DL1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT366372(NAD 83)
 DL1032_MARKER: DB = BENCH MARK DISK
 DL1032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1032_SP_SET: BUILDING
 DL1032_STAMPING: P 62 1935
 DL1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1032
 DL1032  HISTORY     - Date     Condition        Report By
 DL1032  HISTORY     - 1935     MONUMENTED       CGS
 DL1032  HISTORY     - 1962     GOOD             NGS
 DL1032
 DL1032                          STATION DESCRIPTION
 DL1032
 DL1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1032'IN WASHINGTON.
 DL1032'AT WASHINGTON, HEMPSTEAD COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 DL1032'NORTHEAST BRICK WALL, 17 FEET SOUTHEAST OF THE NORTH CORNER, 9.1 FEET
 DL1032'NORTHWEST OF THE CENTER OF THE NORTHEAST MAIN ENTRANCE, AND 5 FEET
 DL1032'ABOVE THE GROUND.  A STANDAR DISK STAMPED P 62 1935 AND SET
 DL1032'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0858 ***********************************************************************
 DL0858  DESIGNATION -  P 63
 DL0858  PID         -  DL0858
 DL0858  STATE/COUNTY-  AR/MILLER
 DL0858  USGS QUAD   -  HOMAN (1975)
 DL0858
 DL0858                         *CURRENT SURVEY CONTROL
 DL0858  ___________________________________________________________________
 DL0858* NAD 83(1986)-  33 30 02.     (N)    093 56 38.     (W)     SCALED    
 DL0858* NAVD 88     -        80.275  (meters)     263.37   (feet)  ADJUSTED  
 DL0858  ___________________________________________________________________
 DL0858  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DL0858  DYNAMIC HT  -          80.190 (meters)     263.09  (feet)  COMP
 DL0858  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 DL0858
 DL0858  VERT ORDER  -  SECOND    CLASS 0
 DL0858
 DL0858.The horizontal coordinates were scaled from a topographic map and have
 DL0858.an estimated accuracy of +/- 6 seconds.
 DL0858
 DL0858.The orthometric height was determined by differential leveling
 DL0858.and adjusted by the National Geodetic Survey in June 1991..
 DL0858
 DL0858.The geoid height was determined by GEOID03.
 DL0858
 DL0858.The dynamic height is computed by dividing the NAVD 88
 DL0858.geopotential number by the normal gravity value computed on the
 DL0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0858.degrees latitude (g = 980.6199 gals.).
 DL0858
 DL0858.The modeled gravity was interpolated from observed gravity values.
 DL0858
 DL0858;                    North         East    Units  Estimated Accuracy
 DL0858;SPC AR S     -   494,200.      219,390.      MT  (+/- 180 meters Scaled)
 DL0858
 DL0858                          SUPERSEDED SURVEY CONTROL
 DL0858
 DL0858  NGVD 29 (??/??/92)   80.296  (m)          263.44   (f) ADJ UNCH    2 0
 DL0858
 DL0858.Superseded values are not recommended for survey control.
 DL0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0858.See file dsdata.txt to determine how the superseded data were derived.
 DL0858
 DL0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT123071(NAD 83)
 DL0858_MARKER: DB = BENCH MARK DISK
 DL0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0858_STAMPING: P 63 1934
 DL0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0858+STABILITY: SURFACE MOTION
 DL0858
 DL0858  HISTORY     - Date     Condition        Report By
 DL0858  HISTORY     - 1934     MONUMENTED       CGS
 DL0858  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0858  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DL0858
 DL0858                          STATION DESCRIPTION
 DL0858
 DL0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0858'1.4 MI NE FROM MANDEVILLE.
 DL0858'1.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0858'STATION AT MANDEVILLE, MILLER COUNTY, 71.6 FEET WEST OF THE SECOND
 DL0858'POLE NORTHEAST OF THE TENTH POLE SOUTHWEST OF MILEPOST 482, 129 FEET
 DL0858'SOUTHEAST OF THE CENTERLINE OF THE U.S. HIGHWAY 67 BRIDGE OVER PAUPS
 DL0858'SPUR BAYOU, 102 FEET SOUTHWEST OF THE SOUTHWEST END OF THE CLARK
 DL0858'PLANTATION GIN HOUSE, 104 FEET NORTHWEST OF THE CENTERLINE OF THE
 DL0858'SOUTHBOUND MAIN TRACK, 64.5 FEET NORTH OF THE EAST FENCE CORNER, 17
 DL0858'FEET SOUTH OF THE CENTER OF A BOARD GATE, AND 1.8 FEET EAST OF THE
 DL0858'FENCE.  A STANDARD DISK, STAMPED P 63 1934 AND SET IN THE TOP OF A
 DL0858'CONCRETE POST.  NOTE-- THE GIN HOUSE HAS BEEN REMOVED AND IT APPEARS
 DL0858'THAT THE LAND MAY HAVE BEEN UNDER CULTIVATION SOME TIME IN THE PAST.
 DL0858
 DL0858                          STATION RECOVERY (1997)
 DL0858
 DL0858'RECOVERY NOTE BY US POWER SQUADRON 1997
 DL0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0478 ***********************************************************************
 DL0478  DESIGNATION -  P 64
 DL0478  PID         -  DL0478
 DL0478  STATE/COUNTY-  AR/NEVADA
 DL0478  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0478
 DL0478                         *CURRENT SURVEY CONTROL
 DL0478  ___________________________________________________________________
 DL0478* NAD 83(1986)-  33 49 20.     (N)    093 21 31.     (W)     SCALED    
 DL0478* NAVD 88     -        82.182  (meters)     269.63   (feet)  ADJUSTED  
 DL0478  ___________________________________________________________________
 DL0478  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL0478  DYNAMIC HT  -          82.098 (meters)     269.35  (feet)  COMP
 DL0478  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DL0478
 DL0478  VERT ORDER  -  SECOND    CLASS 0
 DL0478
 DL0478.The horizontal coordinates were scaled from a topographic map and have
 DL0478.an estimated accuracy of +/- 6 seconds.
 DL0478
 DL0478.The orthometric height was determined by differential leveling
 DL0478.and adjusted by the National Geodetic Survey in June 1991..
 DL0478
 DL0478.The geoid height was determined by GEOID03.
 DL0478
 DL0478.The dynamic height is computed by dividing the NAVD 88
 DL0478.geopotential number by the normal gravity value computed on the
 DL0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0478.degrees latitude (g = 980.6199 gals.).
 DL0478
 DL0478.The modeled gravity was interpolated from observed gravity values.
 DL0478
 DL0478;                    North         East    Units  Estimated Accuracy
 DL0478;SPC AR S     -   529,000.      274,240.      MT  (+/- 180 meters Scaled)
 DL0478
 DL0478                          SUPERSEDED SURVEY CONTROL
 DL0478
 DL0478  NGVD 29 (??/??/92)   82.184  (m)          269.63   (f) ADJ UNCH    2 0
 DL0478
 DL0478.Superseded values are not recommended for survey control.
 DL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0478.See file dsdata.txt to determine how the superseded data were derived.
 DL0478
 DL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT668425(NAD 83)
 DL0478_MARKER: DB = BENCH MARK DISK
 DL0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0478_STAMPING: P-64 1935
 DL0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0478+STABILITY: SURFACE MOTION
 DL0478
 DL0478  HISTORY     - Date     Condition        Report By
 DL0478  HISTORY     - 1935     MONUMENTED       CGS
 DL0478  HISTORY     - 1963     GOOD             NGS
 DL0478
 DL0478                          STATION DESCRIPTION
 DL0478
 DL0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0478'2 MI NE FROM PRESCOTT.
 DL0478'2 MILES NORTHEAST OF, ALONG M.P.R.R. FROM CITY HALL.  AT WAGON ROAD
 DL0478'FORK.  495 FEET NORTHEAST OF NORTHEAST END OF RAILROAD TRESTLE 703.
 DL0478'150 FEET SOUTHEAST OF THIRD TELEGRAPH POLE SOUTHWEST OF M.P. 440-10.
 DL0478'105 FEET SOUTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK. 69.3
 DL0478'FEET EAST OF BELL TELEPHONE POLE.  62.5 FEET SOUTHEAST OF R/W FENCE.
 DL0478'49 FEET SOUTHEAST OF CENTERLINE OF ROAD PARALLEL TO TRACK. 37.5 FEET
 DL0478'NORTH OF CENTERLINE OF ROAD LEADING EAST.  11 FEET SOUTHEAST OF OAK
 DL0478'TREE, 2 FT. IN DIAMETER AT BASE, FORMING WEST FENCE CORNER OF LARGE
 DL0478'FIELD.  2.1 FT. SOUTHWEST OF FENCE.  TABLET SET IN PRECAST CONCRETE
 DL0478'POST.
 DL0478
 DL0478                          STATION RECOVERY (1963)
 DL0478
 DL0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1057 ***********************************************************************
 DK1057  DESIGNATION -  P 65
 DK1057  PID         -  DK1057
 DK1057  STATE/COUNTY-  AR/CHICOT
 DK1057  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1057
 DK1057                         *CURRENT SURVEY CONTROL
 DK1057  ___________________________________________________________________
 DK1057* NAD 83(1986)-  33 07 07.     (N)    091 19 07.     (W)     SCALED    
 DK1057* NAVD 88     -        36.718  (meters)     120.47   (feet)  ADJUSTED  
 DK1057  ___________________________________________________________________
 DK1057  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DK1057  DYNAMIC HT  -          36.680 (meters)     120.34  (feet)  COMP
 DK1057  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 DK1057
 DK1057  VERT ORDER  -  SECOND    CLASS 0
 DK1057
 DK1057.The horizontal coordinates were scaled from a topographic map and have
 DK1057.an estimated accuracy of +/- 6 seconds.
 DK1057
 DK1057.The orthometric height was determined by differential leveling
 DK1057.and adjusted by the National Geodetic Survey in June 1991..
 DK1057
 DK1057.The geoid height was determined by GEOID03.
 DK1057
 DK1057.The dynamic height is computed by dividing the NAVD 88
 DK1057.geopotential number by the normal gravity value computed on the
 DK1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1057.degrees latitude (g = 980.6199 gals.).
 DK1057
 DK1057.The modeled gravity was interpolated from observed gravity values.
 DK1057
 DK1057;                    North         East    Units  Estimated Accuracy
 DK1057;SPC AR S     -   450,340.      463,600.      MT  (+/- 180 meters Scaled)
 DK1057
 DK1057                          SUPERSEDED SURVEY CONTROL
 DK1057
 DK1057  NGVD 29 (??/??/??)   36.822  (m)          120.81   (f) ADJUSTED    2 0
 DK1057
 DK1057.Superseded values are not recommended for survey control.
 DK1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1057.See file dsdata.txt to determine how the superseded data were derived.
 DK1057
 DK1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS568656(NAD 83)
 DK1057_MARKER: DB = BENCH MARK DISK
 DK1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1057_STAMPING: P-65 1935
 DK1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1057+STABILITY: SURFACE MOTION
 DK1057
 DK1057  HISTORY     - Date     Condition        Report By
 DK1057  HISTORY     - 1935     MONUMENTED       CGS
 DK1057  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1057  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1057
 DK1057                          STATION DESCRIPTION
 DK1057
 DK1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1057'3.5 MI N FROM EUDORA.
 DK1057'3.5 MILES NORTH OF, ALONG ST. HWY. 8, FROM CITY HALL.  ABOUT CENTER OF
 DK1057'LONG S TURN.  180 FEET EAST OF EAST SIDE OF GROVER SHAIN HOUSE, A
 DK1057'LARGE WHITE BUILDING AND FORMERLY INDEPENDENT SCHOOL. 132 FEET EAST OF
 DK1057'CENTERLINE OF DRIVEWAY.  57 FEET SOUTHEAST OF CENTERLINE OF ST. HWY.
 DK1057'8.  4.3 FEET SOUTHEAST OF EAST CORNER OF PICKET FENCE. 1.6 FT. EAST OF
 DK1057'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 DK1057
 DK1057                          STATION RECOVERY (1977)
 DK1057
 DK1057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1057'MARK NOT FOUND.
 DK1057
 DK1057                          STATION RECOVERY (1977)
 DK1057
 DK1057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0574 ***********************************************************************
 FG0574  DESIGNATION -  P 66
 FG0574  PID         -  FG0574
 FG0574  STATE/COUNTY-  AR/POPE
 FG0574  USGS QUAD   -  SOLO (1980)
 FG0574
 FG0574                         *CURRENT SURVEY CONTROL
 FG0574  ___________________________________________________________________
 FG0574* NAD 83(1986)-  35 31 43.     (N)    092 59 14.     (W)     SCALED    
 FG0574* NAVD 88     -       333.064  (meters)    1092.73   (feet)  ADJUSTED  
 FG0574  ___________________________________________________________________
 FG0574  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FG0574  DYNAMIC HT  -         332.747 (meters)    1091.69  (feet)  COMP
 FG0574  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 FG0574
 FG0574  VERT ORDER  -  SECOND    CLASS 0
 FG0574
 FG0574.The horizontal coordinates were scaled from a topographic map and have
 FG0574.an estimated accuracy of +/- 6 seconds.
 FG0574
 FG0574.The orthometric height was determined by differential leveling
 FG0574.and adjusted by the National Geodetic Survey in June 1991..
 FG0574
 FG0574.The geoid height was determined by GEOID03.
 FG0574
 FG0574.The dynamic height is computed by dividing the NAVD 88
 FG0574.geopotential number by the normal gravity value computed on the
 FG0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0574.degrees latitude (g = 980.6199 gals.).
 FG0574
 FG0574.The modeled gravity was interpolated from observed gravity values.
 FG0574
 FG0574;                    North         East    Units  Estimated Accuracy
 FG0574;SPC AR N     -   133,060.      310,470.      MT  (+/- 180 meters Scaled)
 FG0574
 FG0574                          SUPERSEDED SURVEY CONTROL
 FG0574
 FG0574  NGVD 29 (??/??/92)  333.017  (m)         1092.57   (f) ADJ UNCH    2 0
 FG0574
 FG0574.Superseded values are not recommended for survey control.
 FG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0574.See file dsdata.txt to determine how the superseded data were derived.
 FG0574
 FG0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV011316(NAD 83)
 FG0574_MARKER: DB = BENCH MARK DISK
 FG0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0574_STAMPING: P 66 1935
 FG0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0574+STABILITY: SURFACE MOTION
 FG0574
 FG0574  HISTORY     - Date     Condition        Report By
 FG0574  HISTORY     - 1935     MONUMENTED       CGS
 FG0574  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0574
 FG0574                          STATION DESCRIPTION
 FG0574
 FG0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0574'5 MI N FROM HECTOR.
 FG0574'5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE FOREST SERVICE OFFICE
 FG0574'BUILDING AT HECTOR, POPE COUNTY, 0.3 MILE NORTHWEST OF THE FOOT OF A
 FG0574'LONG STEEP HILL, 100 FEET WEST OF AN OUTCROP OF ROCK, 31 FEET
 FG0574'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 90 FEET NORTHWEST OF THE
 FG0574'NORTHWEST END OF A RETAINING WALL, AND 17 FEET SOUTH OF A BLAZED
 FG0574'18-INCH OAK TREE.  A STANDARD DISK, STAMPED P 66 1935 AND SET IN THE
 FG0574'TOP OF A CONCRETE POST.
 FG0574
 FG0574                          STATION RECOVERY (1976)
 FG0574
 FG0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0460 ***********************************************************************
 FG0460  DESIGNATION -  P 67
 FG0460  PID         -  FG0460
 FG0460  STATE/COUNTY-  AR/CONWAY
 FG0460  USGS QUAD   -  JERUSALEM (1990)
 FG0460
 FG0460                         *CURRENT SURVEY CONTROL
 FG0460  ___________________________________________________________________
 FG0460* NAD 83(1986)-  35 24 18.     (N)    092 50 16.     (W)     SCALED    
 FG0460* NAVD 88     -       200.509  (meters)     657.84   (feet)  ADJUSTED  
 FG0460  ___________________________________________________________________
 FG0460  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FG0460  DYNAMIC HT  -         200.322 (meters)     657.22  (feet)  COMP
 FG0460  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 FG0460
 FG0460  VERT ORDER  -  SECOND    CLASS 0
 FG0460
 FG0460.The horizontal coordinates were scaled from a topographic map and have
 FG0460.an estimated accuracy of +/- 6 seconds.
 FG0460
 FG0460.The orthometric height was determined by differential leveling
 FG0460.and adjusted by the National Geodetic Survey in June 1991..
 FG0460
 FG0460.The geoid height was determined by GEOID03.
 FG0460
 FG0460.The dynamic height is computed by dividing the NAVD 88
 FG0460.geopotential number by the normal gravity value computed on the
 FG0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0460.degrees latitude (g = 980.6199 gals.).
 FG0460
 FG0460.The modeled gravity was interpolated from observed gravity values.
 FG0460
 FG0460;                    North         East    Units  Estimated Accuracy
 FG0460;SPC AR N     -   119,220.      323,910.      MT  (+/- 180 meters Scaled)
 FG0460
 FG0460                          SUPERSEDED SURVEY CONTROL
 FG0460
 FG0460  NGVD 29 (??/??/92)  200.497  (m)          657.80   (f) ADJ UNCH    2 0
 FG0460
 FG0460.Superseded values are not recommended for survey control.
 FG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0460.See file dsdata.txt to determine how the superseded data were derived.
 FG0460
 FG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV147179(NAD 83)
 FG0460_MARKER: DB = BENCH MARK DISK
 FG0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0460_STAMPING: P 67 1935
 FG0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0460+STABILITY: SURFACE MOTION
 FG0460
 FG0460  HISTORY     - Date     Condition        Report By
 FG0460  HISTORY     - 1935     MONUMENTED       CGS
 FG0460  HISTORY     - 1959     GOOD             NGS
 FG0460
 FG0460                          STATION DESCRIPTION
 FG0460
 FG0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0460'1.1 MI W FROM JERUSALEM.
 FG0460'1.1 MILES WEST ALONG THE CLEVELAND-APPLETON ROAD AT JERUSALEM, CONWAY
 FG0460'COUNTY, 1.4 MILES EAST OF THE JUNCTION OF THE ATKINS ROAD, 56 FEET
 FG0460'SOUTH OF THE CENTERLINE OF THE ROAD, 26 FEET NORTHEAST OF A STONE
 FG0460'CHIMNEY AT THE EAST END OF THE SAM EUBANK FARMHOUSE, 11 FEET SOUTH OF
 FG0460'A NORTHWEST FENCE CORNER AND A GATE, AND 1 1/2 FEET WEST OF A FENCE. A
 FG0460'STANDARD DISK, STAMPED P 67 1935 AND SET IN THE TOP OF A CONCRETE
 FG0460'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0175 ***********************************************************************
 FG0175  DESIGNATION -  P 68
 FG0175  PID         -  FG0175
 FG0175  STATE/COUNTY-  AR/FAULKNER
 FG0175  USGS QUAD   -  GUY (1994)
 FG0175
 FG0175                         *CURRENT SURVEY CONTROL
 FG0175  ___________________________________________________________________
 FG0175* NAD 83(1986)-  35 19 32.     (N)    092 20 02.     (W)     SCALED    
 FG0175* NAVD 88     -       208.886  (meters)     685.32   (feet)  ADJUSTED  
 FG0175  ___________________________________________________________________
 FG0175  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FG0175  DYNAMIC HT  -         208.692 (meters)     684.68  (feet)  COMP
 FG0175  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 FG0175
 FG0175  VERT ORDER  -  SECOND    CLASS 0
 FG0175
 FG0175.The horizontal coordinates were scaled from a topographic map and have
 FG0175.an estimated accuracy of +/- 6 seconds.
 FG0175
 FG0175.The orthometric height was determined by differential leveling
 FG0175.and adjusted by the National Geodetic Survey in June 1991..
 FG0175
 FG0175.The geoid height was determined by GEOID03.
 FG0175
 FG0175.The dynamic height is computed by dividing the NAVD 88
 FG0175.geopotential number by the normal gravity value computed on the
 FG0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0175.degrees latitude (g = 980.6199 gals.).
 FG0175
 FG0175.The modeled gravity was interpolated from observed gravity values.
 FG0175
 FG0175;                    North         East    Units  Estimated Accuracy
 FG0175;SPC AR N     -   110,130.      369,640.      MT  (+/- 180 meters Scaled)
 FG0175
 FG0175                          SUPERSEDED SURVEY CONTROL
 FG0175
 FG0175  NGVD 29 (??/??/92)  208.867  (m)          685.26   (f) ADJ UNCH    2 0
 FG0175
 FG0175.Superseded values are not recommended for survey control.
 FG0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0175.See file dsdata.txt to determine how the superseded data were derived.
 FG0175
 FG0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV605093(NAD 83)
 FG0175_MARKER: DB = BENCH MARK DISK
 FG0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0175_STAMPING: P 68 1934
 FG0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0175+STABILITY: SURFACE MOTION
 FG0175
 FG0175  HISTORY     - Date     Condition        Report By
 FG0175  HISTORY     - 1934     MONUMENTED       CGS
 FG0175
 FG0175                          STATION DESCRIPTION
 FG0175
 FG0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0175'IN GUY.
 FG0175'AT GUY, IN THE SOUTHWEST CORNER OF THE H. L. HENRY YARD, 79.2 FEET
 FG0175'SOUTHWEST OF THE SOUTHWEST CORNER OF THE H. L. HENRY RESIDENSE, 66.2
 FG0175'FEET EAST OF THE NORTHEAST CORNER OF THE POST OFFICE, 56.8 FEET NORTH
 FG0175'OF THE CENTERLINE OF STATE HIGHWAY 25, 36.4 FEET EAST OF THE NORTHEAST
 FG0175'CORNER OF DR. GLOVERS OFFICE, AND 1.8 FEET NORTH OF A
 FG0175'POWER-TRANSMISSION-LINE POLE.  A STANDARD DISK, STAMPED P 68 1934 AND
 FG0175'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0039 ***********************************************************************
 FG0039  DESIGNATION -  P 7
 FG0039  PID         -  FG0039
 FG0039  STATE/COUNTY-  AR/CLEBURNE
 FG0039  USGS QUAD   -  PARMA (1980)
 FG0039
 FG0039                         *CURRENT SURVEY CONTROL
 FG0039  ___________________________________________________________________
 FG0039* NAD 83(1986)-  35 38 56.     (N)    092 13 20.     (W)     SCALED    
 FG0039* NAVD 88     -       145.116  (meters)     476.10   (feet)  ADJUSTED  
 FG0039  ___________________________________________________________________
 FG0039  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FG0039  DYNAMIC HT  -         144.984 (meters)     475.67  (feet)  COMP
 FG0039  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 FG0039
 FG0039  VERT ORDER  -  FIRST     CLASS II
 FG0039
 FG0039.The horizontal coordinates were scaled from a topographic map and have
 FG0039.an estimated accuracy of +/- 6 seconds.
 FG0039
 FG0039.The orthometric height was determined by differential leveling
 FG0039.and adjusted by the National Geodetic Survey in June 1991..
 FG0039
 FG0039.The geoid height was determined by GEOID03.
 FG0039
 FG0039.The dynamic height is computed by dividing the NAVD 88
 FG0039.geopotential number by the normal gravity value computed on the
 FG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0039.degrees latitude (g = 980.6199 gals.).
 FG0039
 FG0039.The modeled gravity was interpolated from observed gravity values.
 FG0039
 FG0039;                    North         East    Units  Estimated Accuracy
 FG0039;SPC AR N     -   145,970.      379,880.      MT  (+/- 180 meters Scaled)
 FG0039
 FG0039                          SUPERSEDED SURVEY CONTROL
 FG0039
 FG0039  NGVD 29 (??/??/92)  145.019  (m)          475.78   (f) ADJ UNCH    1 2
 FG0039
 FG0039.Superseded values are not recommended for survey control.
 FG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0039.See file dsdata.txt to determine how the superseded data were derived.
 FG0039
 FG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV704452(NAD 83)
 FG0039_MARKER: DB = BENCH MARK DISK
 FG0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0039+STABILITY: SURFACE MOTION
 FG0039
 FG0039  HISTORY     - Date     Condition        Report By
 FG0039  HISTORY     - UNK      MONUMENTED       CGS
 FG0039  HISTORY     - 1931     GOOD             NGS
 FG0039  HISTORY     - 1935     MARK NOT FOUND   NGS
 FG0039
 FG0039                          STATION DESCRIPTION
 FG0039
 FG0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FG0039'5.3 MI N FROM EDGEMONT.
 FG0039'LOCATED ON THE RIGHT OF WAY OF THE MISSOURI AND NORTH ARKANSAS R.R. 26
 FG0039'FT. WEST OF CENTER LINE OF TRACK, 180 FT. NORTH OF MILE POST 222, AND
 FG0039'OPPOSITE TELEGRAPH POLE 221-29.
 FG0039
 FG0039                          STATION RECOVERY (1935)
 FG0039
 FG0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0070 ***********************************************************************
 GE0070  DESIGNATION -  P 7 126
 GE0070  PID         -  GE0070
 GE0070  STATE/COUNTY-  AR/CLAY
 GE0070  USGS QUAD   -  PIGGOTT (1984)
 GE0070
 GE0070                         *CURRENT SURVEY CONTROL
 GE0070  ___________________________________________________________________
 GE0070* NAD 83(1997)-  36 22 58.34170(N)    090 11 33.28969(W)     ADJUSTED  
 GE0070* NAVD 88     -        92.101  (meters)     302.17   (feet)  ADJUSTED  
 GE0070  ___________________________________________________________________
 GE0070  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 GE0070  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GE0070  DYNAMIC HT  -          92.025 (meters)     301.92  (feet)  COMP
 GE0070  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GE0070
 GE0070  HORZ ORDER  -  SECOND
 GE0070  VERT ORDER  -  FIRST     CLASS II
 GE0070
 GE0070.The horizontal coordinates were established by classical geodetic methods
 GE0070.and adjusted by the National Geodetic Survey in September 1999..
 GE0070
 GE0070.The orthometric height was determined by differential leveling
 GE0070.and adjusted by the National Geodetic Survey in June 1991..
 GE0070
 GE0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0070
 GE0070.The geoid height was determined by GEOID03.
 GE0070
 GE0070.The dynamic height is computed by dividing the NAVD 88
 GE0070.geopotential number by the normal gravity value computed on the
 GE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0070.degrees latitude (g = 980.6199 gals.).
 GE0070
 GE0070.The modeled gravity was interpolated from observed gravity values.
 GE0070
 GE0070;                    North         East     Units Scale Factor Converg.
 GE0070;SPC AR N     -   228,878.300   562,168.490   MT  1.00003298   +1 03 06.2
 GE0070;SPC AR N     -   750,911.56  1,844,381.12   sFT  1.00003298   +1 03 06.2
 GE0070;SPC MO E     -    61,017.269   277,581.678   MT  0.99994270   +0 10 56.5
 GE0070;UTM  15      - 4,030,077.367   751,827.450   MT  1.00038142   +1 39 58.2
 GE0070
 GE0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0070!SPC AR N     -   0.99999004  x   1.00003298  =   1.00002302
 GE0070!SPC MO E     -   0.99999004  x   0.99994270  =   0.99993274
 GE0070!UTM  15      -   0.99999004  x   1.00038142  =   1.00037146
 GE0070
 GE0070                          SUPERSEDED SURVEY CONTROL
 GE0070
 GE0070  NAD 83(1986)-  36 22 58.34617(N)    090 11 33.28888(W) AD(       ) 2
 GE0070  NAD 27      -  36 22 58.12740(N)    090 11 32.93390(W) AD(       ) 2
 GE0070  NGVD 29 (??/??/92)   92.092  (m)          302.14   (f) ADJ UNCH    1 2
 GE0070
 GE0070.Superseded values are not recommended for survey control.
 GE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0070.See file dsdata.txt to determine how the superseded data were derived.
 GE0070
 GE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5182730077(NAD 83)
 GE0070_MARKER: DD = SURVEY DISK
 GE0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0070_STAMPING: P 7 126
 GE0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0070+STABILITY: SURFACE MOTION
 GE0070
 GE0070  HISTORY     - Date     Condition        Report By
 GE0070  HISTORY     - UNK      MONUMENTED       DOD
 GE0070  HISTORY     - 1933     GOOD             NGS
 GE0070
 GE0070                          STATION DESCRIPTION
 GE0070
 GE0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GE0070'AT PIGGOTT.
 GE0070'AT PIGGOTT, CLAY COUNTY, AT THE COURTHOUSE, IN THE NORTH CORNER
 GE0070'OF THE COURTHOUSE LAWN, 132 FEET NORTH OF THE NORTH CORNER OF
 GE0070'THE COURTHOUSE, 11 FEET EAST OF A 36-INCH SYCAMORE TREE, 14.8
 GE0070'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK ALONG THE
 GE0070'NORTHWEST SIDE OF THE LAWN, 4 FEET SOUTHWEST OF THE SOUTHWEST
 GE0070'EDGE OF A SIDEWALK ALONG THE NORTHEAST SIDE OF THE LAWN, AND 1/4
 GE0070'FOOT ABOVE THE LEVEL OF THE WALK.  A CORPS OF ENGINEERS, U.S.
 GE0070'ARMY, STANDARD CAP FASTENED ON THE TOP OF AN IRON PIPE SET IN
 GE0070'CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0013 ***********************************************************************
 EJ0013  DESIGNATION -  P 70
 EJ0013  PID         -  EJ0013
 EJ0013  STATE/COUNTY-  AR/PULASKI
 EJ0013  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0013
 EJ0013                         *CURRENT SURVEY CONTROL
 EJ0013  ___________________________________________________________________
 EJ0013* NAD 83(1986)-  34 49 25.     (N)    092 19 34.     (W)     SCALED    
 EJ0013* NAVD 88     -        93.012  (meters)     305.16   (feet)  ADJUSTED  
 EJ0013  ___________________________________________________________________
 EJ0013  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EJ0013  DYNAMIC HT  -          92.925 (meters)     304.87  (feet)  COMP
 EJ0013  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 EJ0013
 EJ0013  VERT ORDER  -  FIRST     CLASS II
 EJ0013
 EJ0013.The horizontal coordinates were scaled from a topographic map and have
 EJ0013.an estimated accuracy of +/- 6 seconds.
 EJ0013
 EJ0013.The orthometric height was determined by differential leveling
 EJ0013.and adjusted by the National Geodetic Survey in June 1991..
 EJ0013
 EJ0013.The geoid height was determined by GEOID03.
 EJ0013
 EJ0013.The dynamic height is computed by dividing the NAVD 88
 EJ0013.geopotential number by the normal gravity value computed on the
 EJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0013.degrees latitude (g = 980.6199 gals.).
 EJ0013
 EJ0013.The modeled gravity was interpolated from observed gravity values.
 EJ0013
 EJ0013;                    North         East    Units  Estimated Accuracy
 EJ0013;SPC AR S     -   639,290.      370,170.      MT  (+/- 180 meters Scaled)
 EJ0013
 EJ0013                          SUPERSEDED SURVEY CONTROL
 EJ0013
 EJ0013  NGVD 29 (??/??/92)   93.076  (m)          305.37   (f) ADJ UNCH    1 2
 EJ0013
 EJ0013.Superseded values are not recommended for survey control.
 EJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0013.See file dsdata.txt to determine how the superseded data were derived.
 EJ0013
 EJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU616536(NAD 83)
 EJ0013_MARKER: DB = BENCH MARK DISK
 EJ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0013_STAMPING: P 70 1934
 EJ0013_MARK LOGO: CGS   
 EJ0013_PROJECTION: PROJECTING 18 CENTIMETERS
 EJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0013+STABILITY: SURFACE MOTION
 EJ0013
 EJ0013  HISTORY     - Date     Condition        Report By
 EJ0013  HISTORY     - 1934     MONUMENTED       CGS
 EJ0013  HISTORY     - 1967     GOOD             NGS
 EJ0013  HISTORY     - 1984     GOOD             NGS
 EJ0013  HISTORY     - 1987     POOR             USPSQD
 EJ0013  HISTORY     - 1988     GOOD             USPSQD
 EJ0013  HISTORY     - 1988     POOR             USPSQD
 EJ0013  HISTORY     - 1989     GOOD             USPSQD
 EJ0013  HISTORY     - 1989     GOOD             USPSQD
 EJ0013  HISTORY     - 1990     GOOD             USPSQD
 EJ0013
 EJ0013                          STATION DESCRIPTION
 EJ0013
 EJ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0013'3.6 MI SE FROM MARCHE.
 EJ0013'IT IS 3.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EJ0013'MARCHE, 98 FEET WEST OF THE CENTER OF A COUNTY ROAD CROSSING, 250 FEET
 EJ0013'SOUTHWEST OF STATE HIGHWAY 365, 45 FEET SOUTHWEST OF THE SOUTHWEST
 EJ0013'RAIL OF THE TRACKS, 3 FEET SOUTHWEST OF TELEPHONE LINE POLE NUMBER 26,
 EJ0013'1 FOOT SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 EJ0013'AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 3
 EJ0013'INCHES.
 EJ0013
 EJ0013                          STATION RECOVERY (1984)
 EJ0013
 EJ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0013'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.7 KM
 EJ0013'(4.15 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE INTERSTATE 40
 EJ0013'OVERPASS WHICH IS ALSO OVER THE MISSOURI PACIFIC RAILROAD, IN THE WEST
 EJ0013'EDGE OF NORTH LITTLE ROCK TO THE MARK AT KELLY ROAD LEADING SOUTH,
 EJ0013'76.2 METERS (250.0 FT) SOUTHWEST OF OLD STATE HIGHWAY 365,
 EJ0013'14.02 METERS (46.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 8.53 METERS
 EJ0013'(28.0 FT) NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, AND 0.60 METERS
 EJ0013'(2.0 FT) SOUTHWEST OF A TELEPHONE POLE.
 EJ0013'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EJ0013'THE MARK IS ABOVE LEVEL WITH TRACKS.
 EJ0013
 EJ0013                          STATION RECOVERY (1987)
 EJ0013
 EJ0013'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ0013'MARK RECOVERED IN POOR CONDITION.
 EJ0013
 EJ0013                          STATION RECOVERY (1988)
 EJ0013
 EJ0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 EJ0013'RECOVERED IN GOOD CONDITION.
 EJ0013
 EJ0013                          STATION RECOVERY (1988)
 EJ0013
 EJ0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0013'MARK RECOVERED IN POOR CONDITION.
 EJ0013
 EJ0013                          STATION RECOVERY (1989)
 EJ0013
 EJ0013'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0013'RECOVERED IN GOOD CONDITION.
 EJ0013
 EJ0013                          STATION RECOVERY (1989)
 EJ0013
 EJ0013'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0013'RECOVERED IN GOOD CONDITION.
 EJ0013
 EJ0013                          STATION RECOVERY (1990)
 EJ0013
 EJ0013'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0407 ***********************************************************************
 FG0407  DESIGNATION -  P 71
 FG0407  PID         -  FG0407
 FG0407  STATE/COUNTY-  AR/PERRY
 FG0407  USGS QUAD   -  HOUSTON (1990)
 FG0407
 FG0407                         *CURRENT SURVEY CONTROL
 FG0407  ___________________________________________________________________
 FG0407* NAD 83(1986)-  35 00 06.     (N)    092 37 53.     (W)     SCALED    
 FG0407* NAVD 88     -        89.434  (meters)     293.42   (feet)  ADJUSTED  
 FG0407  ___________________________________________________________________
 FG0407  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0407  DYNAMIC HT  -          89.349 (meters)     293.14  (feet)  COMP
 FG0407  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 FG0407
 FG0407  VERT ORDER  -  SECOND    CLASS 0
 FG0407
 FG0407.The horizontal coordinates were scaled from a topographic map and have
 FG0407.an estimated accuracy of +/- 6 seconds.
 FG0407
 FG0407.The orthometric height was determined by differential leveling
 FG0407.and adjusted by the National Geodetic Survey in June 1991..
 FG0407
 FG0407.The geoid height was determined by GEOID03.
 FG0407
 FG0407.The dynamic height is computed by dividing the NAVD 88
 FG0407.geopotential number by the normal gravity value computed on the
 FG0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0407.degrees latitude (g = 980.6199 gals.).
 FG0407
 FG0407.The modeled gravity was interpolated from observed gravity values.
 FG0407
 FG0407;                    North         East    Units  Estimated Accuracy
 FG0407;SPC AR N     -    74,330.      342,360.      MT  (+/- 180 meters Scaled)
 FG0407
 FG0407                          SUPERSEDED SURVEY CONTROL
 FG0407
 FG0407  NGVD 29 (??/??/92)   89.463  (m)          293.51   (f) ADJ UNCH    2 0
 FG0407
 FG0407.Superseded values are not recommended for survey control.
 FG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0407.See file dsdata.txt to determine how the superseded data were derived.
 FG0407
 FG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU336732(NAD 83)
 FG0407_MARKER: DB = BENCH MARK DISK
 FG0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0407_STAMPING: P-71 1934
 FG0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0407+STABILITY: SURFACE MOTION
 FG0407
 FG0407  HISTORY     - Date     Condition        Report By
 FG0407  HISTORY     - 1934     MONUMENTED       CGS
 FG0407  HISTORY     - 1935     GOOD             NGS
 FG0407  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0407
 FG0407                          STATION DESCRIPTION
 FG0407
 FG0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0407'IN BIGELOW.
 FG0407'IN THE TOWN OF BIGELOW, AT C.R.I. AND P. RAILWAY STATION.  60.2 FEET
 FG0407'SOUTHWEST OF SOUTHWEST CORNER OF C.R.I. AND P. RAILWAY STATION.  35.4
 FG0407'FEET NORTHEAST OF NORTHEAST CORNER OF C.R.I. AND P. RAILWAY SECTION
 FG0407'HOUSE.  14.2 FEET EAST OF EAST END OF GATE.  2.6 FEET SOUTHWEST OF
 FG0407'NORTHWEST CORNER OF YARD FENCE.  1.5 FEET SOUTH OF FENCE PARALLELING
 FG0407'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG0407
 FG0407                          STATION RECOVERY (1960)
 FG0407
 FG0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FG0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0319 ***********************************************************************
 FG0319  DESIGNATION -  P 72
 FG0319  PID         -  FG0319
 FG0319  STATE/COUNTY-  AR/CONWAY
 FG0319  USGS QUAD   -  MORRILTON WEST (1991)
 FG0319
 FG0319                         *CURRENT SURVEY CONTROL
 FG0319  ___________________________________________________________________
 FG0319* NAD 83(1986)-  35 11 54.     (N)    092 48 41.     (W)     SCALED    
 FG0319* NAVD 88     -        95.358  (meters)     312.85   (feet)  ADJUSTED  
 FG0319  ___________________________________________________________________
 FG0319  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FG0319  DYNAMIC HT  -          95.268 (meters)     312.56  (feet)  COMP
 FG0319  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 FG0319
 FG0319  VERT ORDER  -  SECOND    CLASS 0
 FG0319
 FG0319.The horizontal coordinates were scaled from a topographic map and have
 FG0319.an estimated accuracy of +/- 6 seconds.
 FG0319
 FG0319.The orthometric height was determined by differential leveling
 FG0319.and adjusted by the National Geodetic Survey in June 1991..
 FG0319.WARNING-Repeat measurements at this control monument indicate possible
 FG0319.vertical movement.
 FG0319
 FG0319.The geoid height was determined by GEOID03.
 FG0319
 FG0319.The dynamic height is computed by dividing the NAVD 88
 FG0319.geopotential number by the normal gravity value computed on the
 FG0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0319.degrees latitude (g = 980.6199 gals.).
 FG0319
 FG0319.The modeled gravity was interpolated from observed gravity values.
 FG0319
 FG0319;                    North         East    Units  Estimated Accuracy
 FG0319;SPC AR N     -    96,270.      326,110.      MT  (+/- 180 meters Scaled)
 FG0319
 FG0319                          SUPERSEDED SURVEY CONTROL
 FG0319
 FG0319  NGVD 29 (??/??/92)   95.367  (m)          312.88   (f) ADJ UNCH    2 0
 FG0319
 FG0319.Superseded values are not recommended for survey control.
 FG0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0319.See file dsdata.txt to determine how the superseded data were derived.
 FG0319
 FG0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU171950(NAD 83)
 FG0319_MARKER: DB = BENCH MARK DISK
 FG0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0319_STAMPING: P 72 1934
 FG0319_MARK LOGO: CGS   
 FG0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0319
 FG0319  HISTORY     - Date     Condition        Report By
 FG0319  HISTORY     - 1934     MONUMENTED       CGS
 FG0319  HISTORY     - 1967     GOOD             NGS
 FG0319  HISTORY     - 1984     POOR             NGS
 FG0319
 FG0319                          STATION DESCRIPTION
 FG0319
 FG0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0319'5.1 MI W FROM MORRILTON.
 FG0319'IT IS 5.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FG0319'STATION IN MORRILTON, AT KENWOOD SIDING, 175 FEET NORTH OF THE CENTER
 FG0319'OF THE RAILROAD TRACKS, 48 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 FG0319'64, 76 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 9 FEET NORTH
 FG0319'OF A FENCE CORNER, 2 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A METAL
 FG0319'WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 FG0319'PROJECTING 2 INCHES.
 FG0319
 FG0319                          STATION RECOVERY (1984)
 FG0319
 FG0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0319'RECOVERED IN POOR CONDITION, NOT LEVELED TO THIS SURVEY.  SLIGHTLY
 FG0319'LOOSE IN THE GROUND, APPARENTLY HIT BY MOWING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0945 ***********************************************************************
 EJ0945  DESIGNATION -  P 73
 EJ0945  PID         -  EJ0945
 EJ0945  STATE/COUNTY-  AR/SALINE
 EJ0945  USGS QUAD   -  PARON (1984)
 EJ0945
 EJ0945                         *CURRENT SURVEY CONTROL
 EJ0945  ___________________________________________________________________
 EJ0945* NAD 83(1986)-  34 47 37.     (N)    092 50 22.     (W)     SCALED    
 EJ0945* NAVD 88     -       218.298  (meters)     716.20   (feet)  ADJUSTED  
 EJ0945  ___________________________________________________________________
 EJ0945  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EJ0945  DYNAMIC HT  -         218.084 (meters)     715.50  (feet)  COMP
 EJ0945  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 EJ0945
 EJ0945  VERT ORDER  -  SECOND    CLASS 0
 EJ0945
 EJ0945.The horizontal coordinates were scaled from a topographic map and have
 EJ0945.an estimated accuracy of +/- 6 seconds.
 EJ0945
 EJ0945.The orthometric height was determined by differential leveling
 EJ0945.and adjusted by the National Geodetic Survey in June 1991..
 EJ0945
 EJ0945.The geoid height was determined by GEOID03.
 EJ0945
 EJ0945.The dynamic height is computed by dividing the NAVD 88
 EJ0945.geopotential number by the normal gravity value computed on the
 EJ0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0945.degrees latitude (g = 980.6199 gals.).
 EJ0945
 EJ0945.The modeled gravity was interpolated from observed gravity values.
 EJ0945
 EJ0945;                    North         East    Units  Estimated Accuracy
 EJ0945;SPC AR S     -   636,230.      323,180.      MT  (+/- 180 meters Scaled)
 EJ0945
 EJ0945                          SUPERSEDED SURVEY CONTROL
 EJ0945
 EJ0945  NGVD 29 (??/??/92)  218.302  (m)          716.21   (f) ADJ UNCH    2 0
 EJ0945
 EJ0945.Superseded values are not recommended for survey control.
 EJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0945.See file dsdata.txt to determine how the superseded data were derived.
 EJ0945
 EJ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU146501(NAD 83)
 EJ0945_MARKER: DB = BENCH MARK DISK
 EJ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0945_STAMPING: P 73 1935
 EJ0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0945+STABILITY: SURFACE MOTION
 EJ0945
 EJ0945  HISTORY     - Date     Condition        Report By
 EJ0945  HISTORY     - 1935     MONUMENTED       CGS
 EJ0945  HISTORY     - 1935     GOOD             NGS
 EJ0945  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0945
 EJ0945                          STATION DESCRIPTION
 EJ0945
 EJ0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0945'6.7 MI NW FROM PARON.
 EJ0945'2.7 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE SCHOOLHOUSE AT PARON,
 EJ0945'SALINE COUNTY, 4 MILES WEST ALONG CAMP REFORM ROAD, 175 FEET NORTHWEST
 EJ0945'OF A CONCRETE CULVERT UNDER THE ROAD, 43 FEET EAST OF THE CENTER OF
 EJ0945'THE JUNCTION OF CAMP REFORM ROAD AND A SIDE ROAD LEADING NORTHEAST, 38
 EJ0945'FEET NORTHEAST OF THE CENTERLINE OF CAMP REFORM ROAD, AND 22.6 FEET
 EJ0945'NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED P 73 1935 AND SET IN
 EJ0945'THE TOP OF A CONCRETE POST.
 EJ0945
 EJ0945                          STATION RECOVERY (1998)
 EJ0945
 EJ0945'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1242 ***********************************************************************
 FF1242  DESIGNATION -  P 74
 FF1242  PID         -  FF1242
 FF1242  STATE/COUNTY-  AR/JACKSON
 FF1242  USGS QUAD   -  MC CRORY (1980)
 FF1242
 FF1242                         *CURRENT SURVEY CONTROL
 FF1242  ___________________________________________________________________
 FF1242* NAD 83(1986)-  35 21 42.     (N)    091 13 48.     (W)     SCALED    
 FF1242* NAVD 88     -        67.215  (meters)     220.52   (feet)  ADJUSTED  
 FF1242  ___________________________________________________________________
 FF1242  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1242  DYNAMIC HT  -          67.155 (meters)     220.32  (feet)  COMP
 FF1242  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 FF1242
 FF1242  VERT ORDER  -  SECOND    CLASS 0
 FF1242
 FF1242.The horizontal coordinates were scaled from a topographic map and have
 FF1242.an estimated accuracy of +/- 6 seconds.
 FF1242
 FF1242.The orthometric height was determined by differential leveling
 FF1242.and adjusted by the National Geodetic Survey in June 1991..
 FF1242
 FF1242.The geoid height was determined by GEOID03.
 FF1242
 FF1242.The dynamic height is computed by dividing the NAVD 88
 FF1242.geopotential number by the normal gravity value computed on the
 FF1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1242.degrees latitude (g = 980.6199 gals.).
 FF1242
 FF1242.The modeled gravity was interpolated from observed gravity values.
 FF1242
 FF1242;                    North         East    Units  Estimated Accuracy
 FF1242;SPC AR N     -   114,360.      469,980.      MT  (+/- 180 meters Scaled)
 FF1242
 FF1242                          SUPERSEDED SURVEY CONTROL
 FF1242
 FF1242  NGVD 29 (??/??/??)   67.169  (m)          220.37   (f) ADJUSTED    2 0
 FF1242
 FF1242.Superseded values are not recommended for survey control.
 FF1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1242.See file dsdata.txt to determine how the superseded data were derived.
 FF1242
 FF1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV608145(NAD 83)
 FF1242_MARKER: DB = BENCH MARK DISK
 FF1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1242_STAMPING: 220.334 P 74 1934
 FF1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1242+STABILITY: SURFACE MOTION
 FF1242
 FF1242  HISTORY     - Date     Condition        Report By
 FF1242  HISTORY     - 1934     MONUMENTED       CGS
 FF1242  HISTORY     - 1976     POOR             USGS
 FF1242
 FF1242                          STATION DESCRIPTION
 FF1242
 FF1242'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 FF1242'2.1 MI S FROM TUPELO.
 FF1242'IN JACKSON CO., 2.1 MILES SOUTH ALONG ST HWY 17 FROM POST OFFICE AT
 FF1242'TUPELO. ABOUT 1040 FT NORTH OF JACKSON-WOODRUFF CO. LINE. 38 FT EAST
 FF1242'OF THE CENTERLINE OF HWY 17, 3 FT SOUTH OF A TELEPOLE, PROJECTING
 FF1242'1.3 FT, A STANDARD USC&GS CAP SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0875 ***********************************************************************
 FF0875  DESIGNATION -  P 75
 FF0875  PID         -  FF0875
 FF0875  STATE/COUNTY-  AR/CRAIGHEAD
 FF0875  USGS QUAD   -  RISHER (1980)
 FF0875
 FF0875                         *CURRENT SURVEY CONTROL
 FF0875  ___________________________________________________________________
 FF0875* NAD 83(1986)-  35 44 47.     (N)    090 58 26.     (W)     SCALED    
 FF0875* NAVD 88     -        74.542  (meters)     244.56   (feet)  ADJUSTED  
 FF0875  ___________________________________________________________________
 FF0875  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FF0875  DYNAMIC HT  -          74.478 (meters)     244.35  (feet)  COMP
 FF0875  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 FF0875
 FF0875  VERT ORDER  -  SECOND    CLASS 0
 FF0875
 FF0875.The horizontal coordinates were scaled from a topographic map and have
 FF0875.an estimated accuracy of +/- 6 seconds.
 FF0875
 FF0875.The orthometric height was determined by differential leveling
 FF0875.and adjusted by the National Geodetic Survey in June 1991..
 FF0875.WARNING-Repeat measurements at this control monument indicate possible
 FF0875.vertical movement.
 FF0875
 FF0875.The geoid height was determined by GEOID03.
 FF0875
 FF0875.The dynamic height is computed by dividing the NAVD 88
 FF0875.geopotential number by the normal gravity value computed on the
 FF0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0875.degrees latitude (g = 980.6199 gals.).
 FF0875
 FF0875.The modeled gravity was interpolated from observed gravity values.
 FF0875
 FF0875;                    North         East    Units  Estimated Accuracy
 FF0875;SPC AR N     -   157,250.      492,810.      MT  (+/- 180 meters Scaled)
 FF0875
 FF0875                          SUPERSEDED SURVEY CONTROL
 FF0875
 FF0875  NGVD 29 (??/??/??)   74.466  (m)          244.31   (f) ADJUSTED    2 0
 FF0875
 FF0875.Superseded values are not recommended for survey control.
 FF0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0875.See file dsdata.txt to determine how the superseded data were derived.
 FF0875
 FF0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV832577(NAD 83)
 FF0875_MARKER: DB = BENCH MARK DISK
 FF0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0875_STAMPING: P 75 1934
 FF0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0875+STABILITY: SURFACE MOTION
 FF0875
 FF0875  HISTORY     - Date     Condition        Report By
 FF0875  HISTORY     - 1934     MONUMENTED       CGS
 FF0875  HISTORY     - 1938     GOOD             CGS
 FF0875  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0875
 FF0875                          STATION DESCRIPTION
 FF0875
 FF0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0875'4.1 MI SW FROM CASH.
 FF0875'ABOUT 4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0875'OFFICE AT CASH, CRAIGHEAD COUNTY, AT RISHER, ABOUT 270 FEET EAST
 FF0875'OF THE SOUTHEAST CORNER OF A RED AND WHITE STORE, 144 FEET
 FF0875'SOUTHWEST OF THE SOUTH CONCRETE HEAD WALL OF A LARGE HIGHWAY
 FF0875'CULVERT, 48 FEET SOUTHEAST OF A CONCRETE CULVERT ON A SIDE ROAD,
 FF0875'60 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 28 FEET
 FF0875'WEST OF A LARGE LONE OAK TREE.  A STANDARD DISK, STAMPED P 75 1934
 FF0875'AND SET IN THE TOP OF A CONCRETE POST.
 FF0875
 FF0875                          STATION RECOVERY (1938)
 FF0875
 FF0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF0875'RECOVERED IN GOOD CONDITION.
 FF0875
 FF0875                          STATION RECOVERY (1976)
 FF0875
 FF0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0799 ***********************************************************************
 FF0799  DESIGNATION -  P 76
 FF0799  PID         -  FF0799
 FF0799  STATE/COUNTY-  AR/POINSETT
 FF0799  USGS QUAD   -  HARRISBURG (1983)
 FF0799
 FF0799                         *CURRENT SURVEY CONTROL
 FF0799  ___________________________________________________________________
 FF0799* NAD 83(1986)-  35 31 12.     (N)    090 43 33.     (W)     SCALED    
 FF0799* NAVD 88     -        87.433  (meters)     286.85   (feet)  ADJUSTED  
 FF0799  ___________________________________________________________________
 FF0799  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF0799  DYNAMIC HT  -          87.356 (meters)     286.60  (feet)  COMP
 FF0799  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 FF0799
 FF0799  VERT ORDER  -  FIRST     CLASS II
 FF0799
 FF0799.The horizontal coordinates were scaled from a topographic map and have
 FF0799.an estimated accuracy of +/- 6 seconds.
 FF0799
 FF0799.The orthometric height was determined by differential leveling
 FF0799.and adjusted by the National Geodetic Survey in June 1991..
 FF0799.WARNING-Repeat measurements at this control monument indicate possible
 FF0799.vertical movement.
 FF0799
 FF0799.The geoid height was determined by GEOID03.
 FF0799
 FF0799.The dynamic height is computed by dividing the NAVD 88
 FF0799.geopotential number by the normal gravity value computed on the
 FF0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0799.degrees latitude (g = 980.6199 gals.).
 FF0799
 FF0799.The modeled gravity was interpolated from observed gravity values.
 FF0799
 FF0799;                    North         East    Units  Estimated Accuracy
 FF0799;SPC AR N     -   132,400.      515,570.      MT  (+/- 180 meters Scaled)
 FF0799
 FF0799                          SUPERSEDED SURVEY CONTROL
 FF0799
 FF0799  NGVD 29 (??/??/??)   87.378  (m)          286.67   (f) ADJUSTED    1 2
 FF0799
 FF0799.Superseded values are not recommended for survey control.
 FF0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0799.See file dsdata.txt to determine how the superseded data were derived.
 FF0799
 FF0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV062330(NAD 83)
 FF0799_MARKER: DB = BENCH MARK DISK
 FF0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0799_STAMPING: P 76 1934
 FF0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0799+STABILITY: SURFACE MOTION
 FF0799
 FF0799  HISTORY     - Date     Condition        Report By
 FF0799  HISTORY     - 1934     MONUMENTED       CGS
 FF0799  HISTORY     - 1956     GOOD             CGS
 FF0799  HISTORY     - 20020904 MARK NOT FOUND   USACE
 FF0799
 FF0799                          STATION DESCRIPTION
 FF0799
 FF0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0799'2.9 MI S FROM HARRISBURG.
 FF0799'2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0799'STATION AT HARRISBURG, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 FF0799'21 1/2 FEET EAST OF EAST RAIL, 54 1/2 FEET NORTH-NORTHWEST OF
 FF0799'TELEPHONE POLE NO. 259/20, 19 FEET SOUTH OF CENTER LINE OF
 FF0799'A GRAVEL ROAD, 25 FEET WEST-NORTHWEST OF A FENCE CORNER AND
 FF0799'SOUTHWEST GATE POST OF A GATE TO A FIELD, 1 FOOT NORTHEAST OF
 FF0799'A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF
 FF0799'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0799'NOTE-- THE POST HAS BEEN HIT BY MACHINERY AND IS SLIGHTLY LOOSE
 FF0799'AND MAY BE BROKEN UNDERGROUND.  USE WITH CAUTION.
 FF0799
 FF0799                          STATION RECOVERY (2002)
 FF0799
 FF0799'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1438 ***********************************************************************
 DK1438  DESIGNATION -  P 77
 DK1438  PID         -  DK1438
 DK1438  STATE/COUNTY-  AR/LINCOLN
 DK1438  USGS QUAD   -  STAR CITY (1973)
 DK1438
 DK1438                         *CURRENT SURVEY CONTROL
 DK1438  ___________________________________________________________________
 DK1438* NAD 83(1986)-  33 55 53.     (N)    091 50 41.     (W)     SCALED    
 DK1438* NAVD 88     -        83.960  (meters)     275.46   (feet)  ADJUSTED  
 DK1438  ___________________________________________________________________
 DK1438  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DK1438  DYNAMIC HT  -          83.875 (meters)     275.18  (feet)  COMP
 DK1438  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 DK1438
 DK1438  VERT ORDER  -  SECOND    CLASS 0
 DK1438
 DK1438.The horizontal coordinates were scaled from a topographic map and have
 DK1438.an estimated accuracy of +/- 6 seconds.
 DK1438
 DK1438.The orthometric height was determined by differential leveling
 DK1438.and adjusted by the National Geodetic Survey in June 1991..
 DK1438
 DK1438.The geoid height was determined by GEOID03.
 DK1438
 DK1438.The dynamic height is computed by dividing the NAVD 88
 DK1438.geopotential number by the normal gravity value computed on the
 DK1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1438.degrees latitude (g = 980.6199 gals.).
 DK1438
 DK1438.The modeled gravity was interpolated from observed gravity values.
 DK1438
 DK1438;                    North         East    Units  Estimated Accuracy
 DK1438;SPC AR S     -   540,280.      414,360.      MT  (+/- 180 meters Scaled)
 DK1438
 DK1438                          SUPERSEDED SURVEY CONTROL
 DK1438
 DK1438  NGVD 29 (??/??/??)   84.047  (m)          275.74   (f) ADJUSTED    2 0
 DK1438
 DK1438.Superseded values are not recommended for survey control.
 DK1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1438.See file dsdata.txt to determine how the superseded data were derived.
 DK1438
 DK1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT067551(NAD 83)
 DK1438_MARKER: DB = BENCH MARK DISK
 DK1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1438_STAMPING: P 77 1935
 DK1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1438+STABILITY: SURFACE MOTION
 DK1438
 DK1438  HISTORY     - Date     Condition        Report By
 DK1438  HISTORY     - 1935     MONUMENTED       CGS
 DK1438  HISTORY     - 1972     GOOD             USGS
 DK1438
 DK1438                          STATION DESCRIPTION
 DK1438
 DK1438'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DK1438'IN STAR CITY.
 DK1438'STAR CITY, 0.6 MI S. ALONG STATE HWY. 11 AND JEFFERSON STREET FROM
 DK1438'FEDERAL BLDG. AT IN THE NORTH HALF OF SEC. 17, T-9 S., R-7 W., 18 FT
 DK1438'SW. OF THE W. HEADWALL OF A CONC. CUL., 24 FT W. OF THE CENTERLINE OF
 DK1438'JEFFERSON ST., 9 FT N. OF THE CENTERLINE OF A DRIVEWAY W., 2 FT SE. OF
 DK1438'A 3-IN. SYCAMORE TREE, IN TOP OF CONC. POST, STD. DISK STAMPED P 77
 DK1438'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0788 ***********************************************************************
 EJ0788  DESIGNATION -  P 78
 EJ0788  PID         -  EJ0788
 EJ0788  STATE/COUNTY-  AR/GARLAND
 EJ0788  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ0788
 EJ0788                         *CURRENT SURVEY CONTROL
 EJ0788  ___________________________________________________________________
 EJ0788* NAD 83(1986)-  34 30 30.     (N)    092 56 20.     (W)     SCALED    
 EJ0788* NAVD 88     -       137.920  (meters)     452.49   (feet)  ADJUSTED  
 EJ0788  ___________________________________________________________________
 EJ0788  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ0788  DYNAMIC HT  -         137.786 (meters)     452.05  (feet)  COMP
 EJ0788  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 EJ0788
 EJ0788  VERT ORDER  -  SECOND    CLASS 0
 EJ0788
 EJ0788.The horizontal coordinates were scaled from a topographic map and have
 EJ0788.an estimated accuracy of +/- 6 seconds.
 EJ0788
 EJ0788.The orthometric height was determined by differential leveling
 EJ0788.and adjusted by the National Geodetic Survey in June 1991..
 EJ0788
 EJ0788.The geoid height was determined by GEOID03.
 EJ0788
 EJ0788.The dynamic height is computed by dividing the NAVD 88
 EJ0788.geopotential number by the normal gravity value computed on the
 EJ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0788.degrees latitude (g = 980.6199 gals.).
 EJ0788
 EJ0788.The modeled gravity was interpolated from observed gravity values.
 EJ0788
 EJ0788;                    North         East    Units  Estimated Accuracy
 EJ0788;SPC AR S     -   604,660.      313,790.      MT  (+/- 180 meters Scaled)
 EJ0788
 EJ0788                          SUPERSEDED SURVEY CONTROL
 EJ0788
 EJ0788  NGVD 29 (??/??/92)  137.923  (m)          452.50   (f) ADJ UNCH    2 0
 EJ0788
 EJ0788.Superseded values are not recommended for survey control.
 EJ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0788.See file dsdata.txt to determine how the superseded data were derived.
 EJ0788
 EJ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU056185(NAD 83)
 EJ0788_MARKER: DB = BENCH MARK DISK
 EJ0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0788_STAMPING: P-78 1935
 EJ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0788+STABILITY: SURFACE MOTION
 EJ0788
 EJ0788  HISTORY     - Date     Condition        Report By
 EJ0788  HISTORY     - 1935     MONUMENTED       CGS
 EJ0788  HISTORY     - 1939     GOOD             NGS
 EJ0788
 EJ0788                          STATION DESCRIPTION
 EJ0788
 EJ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0788'7.5 MI E FROM HOT SPRINGS.
 EJ0788'7.5 MILES EAST OF, ALONG M.P.R.R.FROM STATION POST SET AT GULPA
 EJ0788'SIDING.  ABOUT 120 FT. SOUTHWEST OF RAILROAD TRESTLE 72-A.  ABOUT 105
 EJ0788'FT. NORTHEAST OF GULPA MARKER.  45.8 FT. SOUTHEAST OF CENTERLINE OF
 EJ0788'M.P. MAIN TRACK.  18.6 FT. SOUTH OF TELEPHONE POLE.  2.1 FT. NORTHWEST
 EJ0788'OF FENCE PARALLELING MISSOURI PACIFIC R.R.  TABLET SET IN PRECAST
 EJ0788'CONCRETE POST.
 EJ0788
 EJ0788                          STATION RECOVERY (1939)
 EJ0788
 EJ0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EJ0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0753 ***********************************************************************
 EJ0753  DESIGNATION -  P 79
 EJ0753  PID         -  EJ0753
 EJ0753  STATE/COUNTY-  AR/SALINE
 EJ0753  USGS QUAD   -  BENTON (1984)
 EJ0753
 EJ0753                         *CURRENT SURVEY CONTROL
 EJ0753  ___________________________________________________________________
 EJ0753* NAD 83(1986)-  34 33 17.     (N)    092 35 07.     (W)     SCALED    
 EJ0753* NAVD 88     -        92.982  (meters)     305.06   (feet)  ADJUSTED  
 EJ0753  ___________________________________________________________________
 EJ0753  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ0753  DYNAMIC HT  -          92.896 (meters)     304.78  (feet)  COMP
 EJ0753  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 EJ0753
 EJ0753  VERT ORDER  -  FIRST     CLASS II
 EJ0753
 EJ0753.The horizontal coordinates were scaled from a topographic map and have
 EJ0753.an estimated accuracy of +/- 6 seconds.
 EJ0753
 EJ0753.The orthometric height was determined by differential leveling
 EJ0753.and adjusted by the National Geodetic Survey in June 1991..
 EJ0753
 EJ0753.The geoid height was determined by GEOID03.
 EJ0753
 EJ0753.The dynamic height is computed by dividing the NAVD 88
 EJ0753.geopotential number by the normal gravity value computed on the
 EJ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0753.degrees latitude (g = 980.6199 gals.).
 EJ0753
 EJ0753.The modeled gravity was interpolated from observed gravity values.
 EJ0753
 EJ0753;                    North         East    Units  Estimated Accuracy
 EJ0753;SPC AR S     -   609,570.      346,290.      MT  (+/- 180 meters Scaled)
 EJ0753
 EJ0753                          SUPERSEDED SURVEY CONTROL
 EJ0753
 EJ0753  NGVD 29 (??/??/92)   93.010  (m)          305.15   (f) ADJ UNCH    1 2
 EJ0753
 EJ0753.Superseded values are not recommended for survey control.
 EJ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0753.See file dsdata.txt to determine how the superseded data were derived.
 EJ0753
 EJ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU380237(NAD 83)
 EJ0753_MARKER: DB = BENCH MARK DISK
 EJ0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0753_STAMPING: P 79 1935
 EJ0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0753+STABILITY: SURFACE MOTION
 EJ0753
 EJ0753  HISTORY     - Date     Condition        Report By
 EJ0753  HISTORY     - 1935     MONUMENTED       CGS
 EJ0753  HISTORY     - 1936     GOOD             ARGS
 EJ0753  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0753  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0753
 EJ0753                          STATION DESCRIPTION
 EJ0753
 EJ0753'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EJ0753'IN  BENTON.
 EJ0753'AT THE M.P.R.R. STATION AT BENTON, AT EAST END OF FLOWER COURT IN
 EJ0753'CENTER OF DRIVE TO STATION, 72 FEET WEST-SOUTH-WEST OF NORTHWEST
 EJ0753'CORNER OF STATION, 72 FEET WEST-NORTH-WEST OF SOUTHWEST CORNER OF
 EJ0753'STATION, 48 FEET NORTH OF THE NORTH RAIL OF THE SOUTHBOUND MAIN TRACK
 EJ0753'AND 45.5 FEET SOUTH OF THE SOUTH RAIL OF THE HOT SPRING  BRANCH MAIN
 EJ0753'TRACK.  A STANDARD DISK SET IN TOP OF A PRECAST CONCRETE POST.
 EJ0753
 EJ0753                          STATION RECOVERY (1990)
 EJ0753
 EJ0753'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EJ0753'MARK NOT FOUND.
 EJ0753
 EJ0753                          STATION RECOVERY (1998)
 EJ0753
 EJ0753'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0126 ***********************************************************************
 GF0126  DESIGNATION -  P 8
 GF0126  PID         -  GF0126
 GF0126  STATE/COUNTY-  AR/MARION
 GF0126  USGS QUAD   -  BRUNO (1967)
 GF0126
 GF0126                         *CURRENT SURVEY CONTROL
 GF0126  ___________________________________________________________________
 GF0126* NAD 83(1986)-  36 14 13.     (N)    092 48 20.     (W)     SCALED    
 GF0126* NAVD 88     -       213.132  (meters)     699.25   (feet)  ADJUSTED  
 GF0126  ___________________________________________________________________
 GF0126  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GF0126  DYNAMIC HT  -         212.943 (meters)     698.63  (feet)  COMP
 GF0126  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 GF0126
 GF0126  VERT ORDER  -  SECOND    CLASS 0
 GF0126
 GF0126.The horizontal coordinates were scaled from a topographic map and have
 GF0126.an estimated accuracy of +/- 6 seconds.
 GF0126
 GF0126.The orthometric height was determined by differential leveling
 GF0126.and adjusted by the National Geodetic Survey in June 1991..
 GF0126
 GF0126.The geoid height was determined by GEOID03.
 GF0126
 GF0126.The dynamic height is computed by dividing the NAVD 88
 GF0126.geopotential number by the normal gravity value computed on the
 GF0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0126.degrees latitude (g = 980.6199 gals.).
 GF0126
 GF0126.The modeled gravity was interpolated from observed gravity values.
 GF0126
 GF0126;                    North         East    Units  Estimated Accuracy
 GF0126;SPC AR N     -   211,490.      327,590.      MT  (+/- 180 meters Scaled)
 GF0126
 GF0126                          SUPERSEDED SURVEY CONTROL
 GF0126
 GF0126  NGVD 29 (??/??/92)  213.013  (m)          698.86   (f) ADJ UNCH    2 0
 GF0126
 GF0126.Superseded values are not recommended for survey control.
 GF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0126.See file dsdata.txt to determine how the superseded data were derived.
 GF0126
 GF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA174102(NAD 83)
 GF0126_MARKER: DB = BENCH MARK DISK
 GF0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0126_STAMPING: P-8 1934
 GF0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0126+STABILITY: SURFACE MOTION
 GF0126
 GF0126  HISTORY     - Date     Condition        Report By
 GF0126  HISTORY     - 1934     MONUMENTED       CGS
 GF0126
 GF0126                          STATION DESCRIPTION
 GF0126
 GF0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0126'2.7 MI E FROM PYATT.
 GF0126'45 FEET WEST OF INTERSECTION OF CENTERLINES OF THE RAILROAD AND
 GF0126'GRADE CROSSING, 28 FEET NORTHWEST OF THE RAILROAD CENTERLINE,
 GF0126'2 FEET SOUTH OF CORNER FENCE POST MARKED P.B.M.  TABLET SET IN
 GF0126'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1330 ***********************************************************************
 FF1330  DESIGNATION -  P 8
 FF1330  PID         -  FF1330
 FF1330  STATE/COUNTY-  AR/WHITE
 FF1330  USGS QUAD   -  BALD KNOB (1994)
 FF1330
 FF1330                         *CURRENT SURVEY CONTROL
 FF1330  ___________________________________________________________________
 FF1330* NAD 83(1986)-  35 17 08.     (N)    091 36 23.     (W)     SCALED    
 FF1330* NAVD 88     -        68.274  (meters)     224.00   (feet)  ADJUSTED  
 FF1330  ___________________________________________________________________
 FF1330  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1330  DYNAMIC HT  -          68.212 (meters)     223.79  (feet)  COMP
 FF1330  MODELED GRAV-     979,738.7   (mgal)                       NAVD 88
 FF1330
 FF1330  VERT ORDER  -  FIRST     CLASS II
 FF1330
 FF1330.The horizontal coordinates were scaled from a topographic map and have
 FF1330.an estimated accuracy of +/- 6 seconds.
 FF1330
 FF1330.The orthometric height was determined by differential leveling
 FF1330.and adjusted by the National Geodetic Survey in June 1991..
 FF1330
 FF1330.The geoid height was determined by GEOID03.
 FF1330
 FF1330.The dynamic height is computed by dividing the NAVD 88
 FF1330.geopotential number by the normal gravity value computed on the
 FF1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1330.degrees latitude (g = 980.6199 gals.).
 FF1330
 FF1330.The modeled gravity was interpolated from observed gravity values.
 FF1330
 FF1330;                    North         East    Units  Estimated Accuracy
 FF1330;SPC AR N     -   105,710.      435,810.      MT  (+/- 180 meters Scaled)
 FF1330
 FF1330                          SUPERSEDED SURVEY CONTROL
 FF1330
 FF1330  NGVD 29 (??/??/??)   68.228  (m)          223.84   (f) ADJUSTED    1 2
 FF1330
 FF1330.Superseded values are not recommended for survey control.
 FF1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1330.See file dsdata.txt to determine how the superseded data were derived.
 FF1330
 FF1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV267056(NAD 83)
 FF1330_MARKER: DB = BENCH MARK DISK
 FF1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1330_STAMPING: 223.845 P 8 1931
 FF1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1330+STABILITY: SURFACE MOTION
 FF1330
 FF1330  HISTORY     - Date     Condition        Report By
 FF1330  HISTORY     - 1931     MONUMENTED       CGS
 FF1330  HISTORY     - 1934     GOOD             CGS
 FF1330  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1330
 FF1330                          STATION DESCRIPTION
 FF1330
 FF1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1330'1.5 MI NE FROM JUDSONIA.
 FF1330'ABOUT 1-1/2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1330'FROM JUDSONIA, WHITE COUNTY, ABOUT 115 FEET SOUTH OF MILEPOST
 FF1330'291, AT A ROAD CROSSING, 51 FEET NORTHEAST OF THE ROAD, 37
 FF1330'FEET WEST OF THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND 4
 FF1330'FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED 223.845
 FF1330'P 8 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FF1330
 FF1330                          STATION RECOVERY (1934)
 FF1330
 FF1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1330'RECOVERED IN GOOD CONDITION.
 FF1330
 FF1330                          STATION RECOVERY (2003)
 FF1330
 FF1330'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0550 ***********************************************************************
 EJ0550  DESIGNATION -  P 80
 EJ0550  PID         -  EJ0550
 EJ0550  STATE/COUNTY-  AR/JEFFERSON
 EJ0550  USGS QUAD   -  HARDIN (1984)
 EJ0550
 EJ0550                         *CURRENT SURVEY CONTROL
 EJ0550  ___________________________________________________________________
 EJ0550* NAD 83(1986)-  34 15 57.     (N)    092 09 01.     (W)     SCALED    
 EJ0550* NAVD 88     -        91.811  (meters)     301.22   (feet)  ADJUSTED  
 EJ0550  ___________________________________________________________________
 EJ0550  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0550  DYNAMIC HT  -          91.722 (meters)     300.92  (feet)  COMP
 EJ0550  MODELED GRAV-     979,663.7   (mgal)                       NAVD 88
 EJ0550
 EJ0550  VERT ORDER  -  SECOND    CLASS 0
 EJ0550
 EJ0550.The horizontal coordinates were scaled from a topographic map and have
 EJ0550.an estimated accuracy of +/- 6 seconds.
 EJ0550
 EJ0550.The orthometric height was determined by differential leveling
 EJ0550.and adjusted by the National Geodetic Survey in June 1991..
 EJ0550
 EJ0550.The geoid height was determined by GEOID03.
 EJ0550
 EJ0550.The dynamic height is computed by dividing the NAVD 88
 EJ0550.geopotential number by the normal gravity value computed on the
 EJ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0550.degrees latitude (g = 980.6199 gals.).
 EJ0550
 EJ0550.The modeled gravity was interpolated from observed gravity values.
 EJ0550
 EJ0550;                    North         East    Units  Estimated Accuracy
 EJ0550;SPC AR S     -   577,380.      386,160.      MT  (+/- 180 meters Scaled)
 EJ0550
 EJ0550                          SUPERSEDED SURVEY CONTROL
 EJ0550
 EJ0550  NGVD 29 (??/??/92)   91.880  (m)          301.44   (f) ADJ UNCH    2 0
 EJ0550
 EJ0550.Superseded values are not recommended for survey control.
 EJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0550.See file dsdata.txt to determine how the superseded data were derived.
 EJ0550
 EJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT782919(NAD 83)
 EJ0550_MARKER: DD = SURVEY DISK
 EJ0550_SETTING: 0 = UNSPECIFIED SETTING
 EJ0550_STAMPING: P 80 1935
 EJ0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0550
 EJ0550  HISTORY     - Date     Condition        Report By
 EJ0550  HISTORY     - 1935     MONUMENTED       CGS
 EJ0550  HISTORY     - 1970     GOOD             USGS
 EJ0550
 EJ0550                          STATION DESCRIPTION
 EJ0550
 EJ0550'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 EJ0550'9.2 MI NW FROM PINE BLUFF.
 EJ0550'9.2 MI NW ALONG THE OLD MISSOURI PACIFIC RR GRADE FROM THE STATION AT
 EJ0550'PINE BLUFF.  PINE BLUFF FEDERAL BUILDING, 3.0 MI N. AND 8.5 MI W. OF,
 EJ0550'NEAR CENTER OF SEC. 24, T-5-N, R-11-W.  1.1 MI S. OF JCT OF US HWY 270
 EJ0550'AND JEFFERSON COUNTY RD. NO. 11 (HARDIN RD) 35 FT. E. OF HARDIN RD.,
 EJ0550'52 FT. NE OF OLD RR X-ING, 67 FT. W. OF SW COR OF CLYDE BAILEY HOUSE,
 EJ0550'4 FT SE OF AN 8 INCH POST OAK.  STD. DISK STAMPED P-80 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0681 ***********************************************************************
 EJ0681  DESIGNATION -  P 81
 EJ0681  PID         -  EJ0681
 EJ0681  STATE/COUNTY-  AR/DALLAS
 EJ0681  USGS QUAD   -  CARTHAGE (1984)
 EJ0681
 EJ0681                         *CURRENT SURVEY CONTROL
 EJ0681  ___________________________________________________________________
 EJ0681* NAD 83(1986)-  34 01 04.     (N)    092 30 30.     (W)     SCALED    
 EJ0681* NAVD 88     -        79.382  (meters)     260.44   (feet)  ADJUSTED  
 EJ0681  ___________________________________________________________________
 EJ0681  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EJ0681  DYNAMIC HT  -          79.302 (meters)     260.18  (feet)  COMP
 EJ0681  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 EJ0681
 EJ0681  VERT ORDER  -  SECOND    CLASS 0
 EJ0681
 EJ0681.The horizontal coordinates were scaled from a topographic map and have
 EJ0681.an estimated accuracy of +/- 6 seconds.
 EJ0681
 EJ0681.The orthometric height was determined by differential leveling
 EJ0681.and adjusted by the National Geodetic Survey in June 1991..
 EJ0681
 EJ0681.The geoid height was determined by GEOID03.
 EJ0681
 EJ0681.The dynamic height is computed by dividing the NAVD 88
 EJ0681.geopotential number by the normal gravity value computed on the
 EJ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0681.degrees latitude (g = 980.6199 gals.).
 EJ0681
 EJ0681.The modeled gravity was interpolated from observed gravity values.
 EJ0681
 EJ0681;                    North         East    Units  Estimated Accuracy
 EJ0681;SPC AR S     -   549,970.      353,050.      MT  (+/- 180 meters Scaled)
 EJ0681
 EJ0681                          SUPERSEDED SURVEY CONTROL
 EJ0681
 EJ0681  NGVD 29 (??/??/92)   79.422  (m)          260.57   (f) ADJ UNCH    2 0
 EJ0681
 EJ0681.Superseded values are not recommended for survey control.
 EJ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0681.See file dsdata.txt to determine how the superseded data were derived.
 EJ0681
 EJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT453642(NAD 83)
 EJ0681_MARKER: DB = BENCH MARK DISK
 EJ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0681_STAMPING: P 81 1935
 EJ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0681+STABILITY: SURFACE MOTION
 EJ0681
 EJ0681  HISTORY     - Date     Condition        Report By
 EJ0681  HISTORY     - 1935     MONUMENTED       CGS
 EJ0681  HISTORY     - 1962     GOOD             USGS
 EJ0681
 EJ0681                          STATION DESCRIPTION
 EJ0681
 EJ0681'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EJ0681'4.7 MI S FROM CARTHAGE.
 EJ0681'4.7 MI. S. ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EJ0681'THE STATION AT CARTHAGE.  0.1 MI. N. OF MILEPOST 35.  NEAR S. 1/16
 EJ0681'COR. BETWEEN SECS. 14 AND 15, T. 8 S., R. 14.  ABOUT 250 FT. S. OF A
 EJ0681'STATE FORESTRY DEPARTMENT OBSERVATION TOWER.  170 FT. SE. ALONG RD.
 EJ0681'FROM CENTERLINE RD. DRIVE N. LEADING TO FARMYARD.  30 FT. NORMAL AND
 EJ0681'ON SW. SIDE OF RD.  46 FT. NORMAL AND ON NE. SIDE RAILROAD TRACKS.  2
 EJ0681'FT. W. OF RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 81 1935 AND
 EJ0681'SET IN THE TOP OF A CONCRETE POST.  PAINTED BM 260.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1431 ***********************************************************************
 DK1431  DESIGNATION -  P 83
 DK1431  PID         -  DK1431
 DK1431  STATE/COUNTY-  AR/DREW
 DK1431  USGS QUAD   -  WILMAR SOUTH (1972)
 DK1431
 DK1431                         *CURRENT SURVEY CONTROL
 DK1431  ___________________________________________________________________
 DK1431* NAD 83(1986)-  33 37 23.     (N)    091 58 21.     (W)     SCALED    
 DK1431* NAVD 88     -        38.113  (meters)     125.04   (feet)  ADJUSTED  
 DK1431  ___________________________________________________________________
 DK1431  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DK1431  DYNAMIC HT  -          38.074 (meters)     124.91  (feet)  COMP
 DK1431  MODELED GRAV-     979,620.7   (mgal)                       NAVD 88
 DK1431
 DK1431  VERT ORDER  -  SECOND    CLASS 0
 DK1431
 DK1431.The horizontal coordinates were scaled from a topographic map and have
 DK1431.an estimated accuracy of +/- 6 seconds.
 DK1431
 DK1431.The orthometric height was determined by differential leveling
 DK1431.and adjusted by the National Geodetic Survey in June 1991..
 DK1431
 DK1431.The geoid height was determined by GEOID03.
 DK1431
 DK1431.The dynamic height is computed by dividing the NAVD 88
 DK1431.geopotential number by the normal gravity value computed on the
 DK1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1431.degrees latitude (g = 980.6199 gals.).
 DK1431
 DK1431.The modeled gravity was interpolated from observed gravity values.
 DK1431
 DK1431;                    North         East    Units  Estimated Accuracy
 DK1431;SPC AR S     -   506,080.      402,550.      MT  (+/- 180 meters Scaled)
 DK1431
 DK1431                          SUPERSEDED SURVEY CONTROL
 DK1431
 DK1431  NGVD 29 (??/??/??)   38.210  (m)          125.36   (f) ADJUSTED    2 0
 DK1431
 DK1431.Superseded values are not recommended for survey control.
 DK1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1431.See file dsdata.txt to determine how the superseded data were derived.
 DK1431
 DK1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT953208(NAD 83)
 DK1431_MARKER: DB = BENCH MARK DISK
 DK1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1431_STAMPING: P 83 1935
 DK1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1431+STABILITY: SURFACE MOTION
 DK1431
 DK1431  HISTORY     - Date     Condition        Report By
 DK1431  HISTORY     - 1935     MONUMENTED       CGS
 DK1431
 DK1431                          STATION DESCRIPTION
 DK1431
 DK1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1431'2.3 MI W FROM WILMAR.
 DK1431'2.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1431'WILMAR, DREW COUNTY, 90 YARDS EAST OF MILEPOST 456+10, 0.1 MILE WEST
 DK1431'OF THE WEST END OF A CURVE, AT THE TOP OF A SMALL HILL, AT A CUT, AT A
 DK1431'DIRT-ROAD CROSSING, 39.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, 13
 DK1431'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3.8 FEET WEST OF POLE
 DK1431'1884.  A STANDARD DISK, STAMPED P 83 1935 AND SET IN THE TOP OF A
 DK1431'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0634 ***********************************************************************
 EJ0634  DESIGNATION -  P 84
 EJ0634  PID         -  EJ0634
 EJ0634  STATE/COUNTY-  AR/GRANT
 EJ0634  USGS QUAD   -  CANE CREEK (1984)
 EJ0634
 EJ0634                         *CURRENT SURVEY CONTROL
 EJ0634  ___________________________________________________________________
 EJ0634* NAD 83(1986)-  34 25 21.     (N)    092 22 11.     (W)     SCALED    
 EJ0634* NAVD 88     -        76.479  (meters)     250.91   (feet)  ADJUSTED  
 EJ0634  ___________________________________________________________________
 EJ0634  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0634  DYNAMIC HT  -          76.407 (meters)     250.68  (feet)  COMP
 EJ0634  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 EJ0634
 EJ0634  VERT ORDER  -  SECOND    CLASS 0
 EJ0634
 EJ0634.The horizontal coordinates were scaled from a topographic map and have
 EJ0634.an estimated accuracy of +/- 6 seconds.
 EJ0634
 EJ0634.The orthometric height was determined by differential leveling
 EJ0634.and adjusted by the National Geodetic Survey in June 1991..
 EJ0634
 EJ0634.The geoid height was determined by GEOID03.
 EJ0634
 EJ0634.The dynamic height is computed by dividing the NAVD 88
 EJ0634.geopotential number by the normal gravity value computed on the
 EJ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0634.degrees latitude (g = 980.6199 gals.).
 EJ0634
 EJ0634.The modeled gravity was interpolated from observed gravity values.
 EJ0634
 EJ0634;                    North         East    Units  Estimated Accuracy
 EJ0634;SPC AR S     -   594,810.      366,020.      MT  (+/- 180 meters Scaled)
 EJ0634
 EJ0634                          SUPERSEDED SURVEY CONTROL
 EJ0634
 EJ0634  NGVD 29 (??/??/92)   76.532  (m)          251.09   (f) ADJ UNCH    2 0
 EJ0634
 EJ0634.Superseded values are not recommended for survey control.
 EJ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0634.See file dsdata.txt to determine how the superseded data were derived.
 EJ0634
 EJ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU579091(NAD 83)
 EJ0634_MARKER: DB = BENCH MARK DISK
 EJ0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0634_STAMPING: P 84 1935
 EJ0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0634+STABILITY: SURFACE MOTION
 EJ0634
 EJ0634  HISTORY     - Date     Condition        Report By
 EJ0634  HISTORY     - 1935     MONUMENTED       CGS
 EJ0634  HISTORY     - 1964     GOOD             NGS
 EJ0634
 EJ0634                          STATION DESCRIPTION
 EJ0634
 EJ0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EJ0634'8.5 MI N FROM SHERIDAN.
 EJ0634'8.5 MILES NORTH OF SHERIDAN, GRANT COUNTY, ALONG U. S. HIGHWAY 167,
 EJ0634'400 FEET EAST OF SEC. COR. 25-26, T. 3 S., R. 13 W., 161 FEET
 EJ0634'NORTHWEST OF THE CENTERLINE OF HIGHWAY 167 AT T-ROAD WEST, 36 FEET
 EJ0634'NORTH OF CENTERLINE OF EAST-WEST ROAD, 2 FEET SOUTHEAST OF R OF W
 EJ0634'FENCE, 1 FOOT SOUTHWEST OF METAL WITNESS MARKER POST.  A STANDARD
 EJ0634'DISK, STAMPED P 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0900 ***********************************************************************
 FG0900  DESIGNATION -  P 85
 FG0900  PID         -  FG0900
 FG0900  STATE/COUNTY-  AR/JOHNSON
 FG0900  USGS QUAD   -  HAGARVILLE (1980)
 FG0900
 FG0900                         *CURRENT SURVEY CONTROL
 FG0900  ___________________________________________________________________
 FG0900* NAD 83(1986)-  35 30 49.     (N)    093 20 05.     (W)     SCALED    
 FG0900* NAVD 88     -       161.791  (meters)     530.81   (feet)  ADJUSTED  
 FG0900  ___________________________________________________________________
 FG0900  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FG0900  DYNAMIC HT  -         161.640 (meters)     530.31  (feet)  COMP
 FG0900  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 FG0900
 FG0900  VERT ORDER  -  SECOND    CLASS 0
 FG0900
 FG0900.The horizontal coordinates were scaled from a topographic map and have
 FG0900.an estimated accuracy of +/- 6 seconds.
 FG0900
 FG0900.The orthometric height was determined by differential leveling
 FG0900.and adjusted by the National Geodetic Survey in June 1991..
 FG0900
 FG0900.The geoid height was determined by GEOID03.
 FG0900
 FG0900.The dynamic height is computed by dividing the NAVD 88
 FG0900.geopotential number by the normal gravity value computed on the
 FG0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0900.degrees latitude (g = 980.6199 gals.).
 FG0900
 FG0900.The modeled gravity was interpolated from observed gravity values.
 FG0900
 FG0900;                    North         East    Units  Estimated Accuracy
 FG0900;SPC AR N     -   131,760.      278,930.      MT  (+/- 180 meters Scaled)
 FG0900
 FG0900                          SUPERSEDED SURVEY CONTROL
 FG0900
 FG0900  NGVD 29 (??/??/92)  161.759  (m)          530.70   (f) ADJ UNCH    2 0
 FG0900
 FG0900.Superseded values are not recommended for survey control.
 FG0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0900.See file dsdata.txt to determine how the superseded data were derived.
 FG0900
 FG0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV696300(NAD 83)
 FG0900_MARKER: DB = BENCH MARK DISK
 FG0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0900_STAMPING: P-85 1935
 FG0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0900+STABILITY: SURFACE MOTION
 FG0900
 FG0900  HISTORY     - Date     Condition        Report By
 FG0900  HISTORY     - 1935     MONUMENTED       CGS
 FG0900
 FG0900                          STATION DESCRIPTION
 FG0900
 FG0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0900'0.6 MI W FROM HAGARVILLE.
 FG0900'0.6 MILES WEST OF MAIN DISTRICT OF TOWN, IN THE V BETWEEN THE OLD AND
 FG0900'NEW ROADS, FROM THE C. E. MORRIS RESIDENCE.  ABOUT 235 FEET NORTH OF
 FG0900'BEAVERS HOUSE.  105 FEET WEST OF CENTERLINE OF OLD STREET WITH ROAD,
 FG0900'ON THE LEVEL OF NEW ROAD.  2 FEET NORTH OF SMALL RIDGE. TABLET SET IN
 FG0900'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0901 ***********************************************************************
 FG0901  DESIGNATION -  P 85 RESET
 FG0901  PID         -  FG0901
 FG0901  STATE/COUNTY-  AR/JOHNSON
 FG0901  USGS QUAD   -  HAGARVILLE (1980)
 FG0901
 FG0901                         *CURRENT SURVEY CONTROL
 FG0901  ___________________________________________________________________
 FG0901* NAD 83(1986)-  35 30 50.     (N)    093 20 05.     (W)     SCALED    
 FG0901* NAVD 88     -       161.59   (meters)     530.1    (feet)  RESET     
 FG0901  ___________________________________________________________________
 FG0901  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FG0901
 FG0901  VERT ORDER  -  THIRD
 FG0901
 FG0901.The horizontal coordinates were scaled from a topographic map and have
 FG0901.an estimated accuracy of +/- 6 seconds.
 FG0901
 FG0901.The orthometric height was computed from unverified reset data.
 FG0901.No vertical observational check was made to the station.
 FG0901
 FG0901.The geoid height was determined by GEOID03.
 FG0901
 FG0901;                    North         East    Units  Estimated Accuracy
 FG0901;SPC AR N     -   131,790.      278,930.      MT  (+/- 180 meters Scaled)
 FG0901
 FG0901                          SUPERSEDED SURVEY CONTROL
 FG0901
 FG0901  NGVD 29 (??/??/??)  161.56   (m)          530.1    (f) RESET       3  
 FG0901
 FG0901.Superseded values are not recommended for survey control.
 FG0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0901.See file dsdata.txt to determine how the superseded data were derived.
 FG0901
 FG0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV696300(NAD 83)
 FG0901_MARKER: DB = BENCH MARK DISK
 FG0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0901_STAMPING: P 85 RESET 1958
 FG0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0901+STABILITY: SURFACE MOTION
 FG0901
 FG0901  HISTORY     - Date     Condition        Report By
 FG0901  HISTORY     - 1958     MONUMENTED       CGS
 FG0901
 FG0901                          STATION DESCRIPTION
 FG0901
 FG0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FG0901'IN HAGARVILLE.
 FG0901'LOCATED 100 YARDS NORTHWEST AND ACROSS THE ROAD FROM THE HAGARVILLE
 FG0901'BAPTIST CHURCH, AT THE OUTSIDE OF A CURVE, 148 FEET WEST OF J.C.
 FG0901'DEEVERS HOUSE, 42 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 123,
 FG0901'34 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF AN OLD MACHINE SHED, 1.0
 FG0901'FOOT SOUTH-SOUTHEAST OF A FENCE LINE, 8 FEET SOUTHWEST OF A FENCE
 FG0901'CORNER, 95 FEET SOUTHWEST OF AN 18-INCH WALNUT TREE IN THE DEEVERS
 FG0901'YARD, ABOUT 150 FEET NORTH OF AN OLD FRAME HOUSE, AND 1.0 FOOT WEST OF
 FG0901'A 4-FOOT HIGH METAL POST BEARING A WHITE WITNESS SIGN.  THE DISK IS
 FG0901'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES
 FG0901'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0179 ***********************************************************************
 FF0179  DESIGNATION -  P 86
 FF0179  PID         -  FF0179
 FF0179  STATE/COUNTY-  AR/CRITTENDEN
 FF0179  USGS QUAD   -  CRAWFORDSVILLE (1993)
 FF0179
 FF0179                         *CURRENT SURVEY CONTROL
 FF0179  ___________________________________________________________________
 FF0179* NAD 83(1986)-  35 11 59.     (N)    090 16 10.     (W)     SCALED    
 FF0179* NAVD 88     -        68.180  (meters)     223.69   (feet)  POSTED    
 FF0179  ___________________________________________________________________
 FF0179  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0179  DYNAMIC HT  -          68.120 (meters)     223.49  (feet)  COMP
 FF0179  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 FF0179
 FF0179  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0179
 FF0179.The horizontal coordinates were scaled from a topographic map and have
 FF0179.an estimated accuracy of +/- 6 seconds.
 FF0179
 FF0179.The orthometric height was determined by differential leveling
 FF0179.and adjusted by the National Geodetic Survey in 1992..
 FF0179.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0179.rate of 1.1 thru 2.0 mm/km.
 FF0179
 FF0179.The geoid height was determined by GEOID03.
 FF0179
 FF0179.The dynamic height is computed by dividing the NAVD 88
 FF0179.geopotential number by the normal gravity value computed on the
 FF0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0179.degrees latitude (g = 980.6199 gals.).
 FF0179
 FF0179.The modeled gravity was interpolated from observed gravity values.
 FF0179
 FF0179;                    North         East    Units  Estimated Accuracy
 FF0179;SPC AR N     -    97,500.      557,580.      MT  (+/- 180 meters Scaled)
 FF0179
 FF0179                          SUPERSEDED SURVEY CONTROL
 FF0179
 FF0179  NGVD 29 (??/??/??)   68.186  (m)          223.71   (f) ADJUSTED    2 0
 FF0179
 FF0179.Superseded values are not recommended for survey control.
 FF0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0179.See file dsdata.txt to determine how the superseded data were derived.
 FF0179
 FF0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU485986(NAD 83)
 FF0179_MARKER: DB = BENCH MARK DISK
 FF0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0179_STAMPING: P 86 1935
 FF0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0179+STABILITY: SURFACE MOTION
 FF0179
 FF0179  HISTORY     - Date     Condition        Report By
 FF0179  HISTORY     - 1935     MONUMENTED       CGS
 FF0179
 FF0179                          STATION DESCRIPTION
 FF0179
 FF0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0179'1.8 MI E FROM VINCENT.
 FF0179'1.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0179'STATION AT VINCENT, CRITTENDEN COUNTY, 76.5 FEET NORTH OF
 FF0179'CONCRETE MILEPOST 365, 3.5 FEET SOUTHEAST OF POLE 365, 34 FEET
 FF0179'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 6.5 FEET SOUTHWEST
 FF0179'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 86 1935
 FF0179'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1279 ***********************************************************************
 EH1279  DESIGNATION -  P 87
 EH1279  PID         -  EH1279
 EH1279  STATE/COUNTY-  AR/PRAIRIE
 EH1279  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1279
 EH1279                         *CURRENT SURVEY CONTROL
 EH1279  ___________________________________________________________________
 EH1279* NAD 83(1986)-  34 47 33.     (N)    091 29 17.     (W)     SCALED    
 EH1279* NAVD 88     -        68.427  (meters)     224.50   (feet)  ADJUSTED  
 EH1279  ___________________________________________________________________
 EH1279  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1279  DYNAMIC HT  -          68.363 (meters)     224.29  (feet)  COMP
 EH1279  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 EH1279
 EH1279  VERT ORDER  -  FIRST     CLASS II
 EH1279
 EH1279.The horizontal coordinates were scaled from a topographic map and have
 EH1279.an estimated accuracy of +/- 6 seconds.
 EH1279
 EH1279.The orthometric height was determined by differential leveling
 EH1279.and adjusted by the National Geodetic Survey in June 1991..
 EH1279.WARNING-Repeat measurements at this control monument indicate possible
 EH1279.vertical movement.
 EH1279
 EH1279.The geoid height was determined by GEOID03.
 EH1279
 EH1279.The dynamic height is computed by dividing the NAVD 88
 EH1279.geopotential number by the normal gravity value computed on the
 EH1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1279.degrees latitude (g = 980.6199 gals.).
 EH1279
 EH1279.The modeled gravity was interpolated from observed gravity values.
 EH1279
 EH1279;                    North         East    Units  Estimated Accuracy
 EH1279;SPC AR S     -   635,910.      446,850.      MT  (+/- 180 meters Scaled)
 EH1279
 EH1279                          SUPERSEDED SURVEY CONTROL
 EH1279
 EH1279  NGVD 29 (??/??/??)   68.432  (m)          224.51   (f) ADJUSTED    1 2
 EH1279
 EH1279.Superseded values are not recommended for survey control.
 EH1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1279.See file dsdata.txt to determine how the superseded data were derived.
 EH1279
 EH1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU383510(NAD 83)
 EH1279_MARKER: DB = BENCH MARK DISK
 EH1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1279_STAMPING: P 87 1935
 EH1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1279+STABILITY: SURFACE MOTION
 EH1279
 EH1279  HISTORY     - Date     Condition        Report By
 EH1279  HISTORY     - 1935     MONUMENTED       CGS
 EH1279  HISTORY     - 1954     GOOD             CGS
 EH1279  HISTORY     - 20030428 MARK NOT FOUND   USACE
 EH1279
 EH1279                          STATION DESCRIPTION
 EH1279
 EH1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1279'2.45 MI NW FROM DE VALLS BLUFF.
 EH1279'1.45 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1279'FROM THE STATION AT DE VALLS BLUFF, THENCE 1.0 MILE NORTH ALONG A
 EH1279'BRANCH LINE OF THE RAILROAD, 0.6 MILE SOUTH OF A ROAD CROSSING, 49.3
 EH1279'FEET EAST OF RAILROAD SIGN READING JUNCTION 1 MILE, 33.4 FEET EAST OF
 EH1279'THE EAST RAIL, 14.2 FEET WEST OF A FENCE, 10 FEET SOUTH OF MILEPOST 1,
 EH1279'IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET NORTH OF A WITNESS POST,
 EH1279'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 EH1279'GROUND.
 EH1279
 EH1279                          STATION RECOVERY (2003)
 EH1279
 EH1279'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1279'AREA IS NOW A RICE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0277 ***********************************************************************
 EK0277  DESIGNATION -  P 88
 EK0277  PID         -  EK0277
 EK0277  STATE/COUNTY-  AR/HOWARD
 EK0277  USGS QUAD   -  GILLHAM DAM (1964)
 EK0277
 EK0277                         *CURRENT SURVEY CONTROL
 EK0277  ___________________________________________________________________
 EK0277* NAD 83(1986)-  34 11 48.     (N)    094 11 27.     (W)     SCALED    
 EK0277* NAVD 88     -       237.548  (meters)     779.36   (feet)  ADJUSTED  
 EK0277  ___________________________________________________________________
 EK0277  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 EK0277  DYNAMIC HT  -         237.306 (meters)     778.56  (feet)  COMP
 EK0277  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 EK0277
 EK0277  VERT ORDER  -  SECOND    CLASS 0
 EK0277
 EK0277.The horizontal coordinates were scaled from a topographic map and have
 EK0277.an estimated accuracy of +/- 6 seconds.
 EK0277
 EK0277.The orthometric height was determined by differential leveling
 EK0277.and adjusted by the National Geodetic Survey in June 1991..
 EK0277
 EK0277.The geoid height was determined by GEOID03.
 EK0277
 EK0277.The dynamic height is computed by dividing the NAVD 88
 EK0277.geopotential number by the normal gravity value computed on the
 EK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0277.degrees latitude (g = 980.6199 gals.).
 EK0277
 EK0277.The modeled gravity was interpolated from observed gravity values.
 EK0277
 EK0277;                    North         East    Units  Estimated Accuracy
 EK0277;SPC AR S     -   571,860.      198,100.      MT  (+/- 180 meters Scaled)
 EK0277
 EK0277                          SUPERSEDED SURVEY CONTROL
 EK0277
 EK0277  NGVD 29 (??/??/92)  237.516  (m)          779.25   (f) ADJ UNCH    2 0
 EK0277
 EK0277.Superseded values are not recommended for survey control.
 EK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0277.See file dsdata.txt to determine how the superseded data were derived.
 EK0277
 EK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT902846(NAD 83)
 EK0277_MARKER: DB = BENCH MARK DISK
 EK0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0277_STAMPING: P-88 1935
 EK0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0277+STABILITY: SURFACE MOTION
 EK0277
 EK0277  HISTORY     - Date     Condition        Report By
 EK0277  HISTORY     - 1935     MONUMENTED       CGS
 EK0277  HISTORY     - 1962     GOOD             NGS
 EK0277
 EK0277                          STATION DESCRIPTION
 EK0277
 EK0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0277'6.4 MI SW FROM GALENA.
 EK0277'ABOUT 6.4 MILES SOUTHWEST OF, ALONG BURG-GILLHAM ROAD, FROM OLD
 EK0277'TOWN SITE OF GALENA.  ABOUT .8 MILE NORTHEAST OF ANTIMONY, ABOUT
 EK0277'.1 MILE NORTHEAST OF JUNCTION OF DIM ROAD SOUTHWEST AT A CURVE,
 EK0277'360 FEET SOUTHWEST OF CURVE IN ROAD, 60 FEET SOUTHWEST OF JUNCTION
 EK0277'OF DIM ROAD NORTHWEST, 27.5 FEET NORTHWEST OF ROAD CENTERLINE
 EK0277'AT INTERSECTION OF AN ABANDONED RAILROAD BED, 8.5 FT. NORTHEAST
 EK0277'OF A BLAZED OAK TREE 1.2 FT. IN DIAMETER.  TABLET SET IN PRECAST
 EK0277'CONCRETE POST.
 EK0277
 EK0277                          STATION RECOVERY (1962)
 EK0277
 EK0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1424 ***********************************************************************
 EJ1424  DESIGNATION -  P 89
 EJ1424  PID         -  EJ1424
 EJ1424  STATE/COUNTY-  AR/HOWARD
 EJ1424  USGS QUAD   -  ATHENS (1980)
 EJ1424
 EJ1424                         *CURRENT SURVEY CONTROL
 EJ1424  ___________________________________________________________________
 EJ1424* NAD 83(1986)-  34 15 04.     (N)    093 58 57.     (W)     SCALED    
 EJ1424* NAVD 88     -       224.272  (meters)     735.80   (feet)  ADJUSTED  
 EJ1424  ___________________________________________________________________
 EJ1424  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EJ1424  DYNAMIC HT  -         224.042 (meters)     735.04  (feet)  COMP
 EJ1424  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 EJ1424
 EJ1424  VERT ORDER  -  SECOND    CLASS 0
 EJ1424
 EJ1424.The horizontal coordinates were scaled from a topographic map and have
 EJ1424.an estimated accuracy of +/- 6 seconds.
 EJ1424
 EJ1424.The orthometric height was determined by differential leveling
 EJ1424.and adjusted by the National Geodetic Survey in June 1991..
 EJ1424
 EJ1424.The geoid height was determined by GEOID03.
 EJ1424
 EJ1424.The dynamic height is computed by dividing the NAVD 88
 EJ1424.geopotential number by the normal gravity value computed on the
 EJ1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1424.degrees latitude (g = 980.6199 gals.).
 EJ1424
 EJ1424.The modeled gravity was interpolated from observed gravity values.
 EJ1424
 EJ1424;                    North         East    Units  Estimated Accuracy
 EJ1424;SPC AR S     -   577,500.      217,410.      MT  (+/- 180 meters Scaled)
 EJ1424
 EJ1424                          SUPERSEDED SURVEY CONTROL
 EJ1424
 EJ1424  NGVD 29 (??/??/92)  224.230  (m)          735.66   (f) ADJ UNCH    2 0
 EJ1424
 EJ1424.Superseded values are not recommended for survey control.
 EJ1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1424.See file dsdata.txt to determine how the superseded data were derived.
 EJ1424
 EJ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT095904(NAD 83)
 EJ1424_MARKER: DB = BENCH MARK DISK
 EJ1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1424_STAMPING: P-89 1935
 EJ1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1424+STABILITY: SURFACE MOTION
 EJ1424
 EJ1424  HISTORY     - Date     Condition        Report By
 EJ1424  HISTORY     - 1935     MONUMENTED       CGS
 EJ1424  HISTORY     - 1962     GOOD             NGS
 EJ1424
 EJ1424                          STATION DESCRIPTION
 EJ1424
 EJ1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1424'6.7 MI NW FROM NEW HOPE.
 EJ1424'6.7 MILES NORTHWEST OF, ALONG OLD BURG-NEW HOPE ROAD, FROM J. M. BELLS
 EJ1424'SERVICE STATION.  ABOUT 145 FEET SOUTH OF GATE TO J.N. PINKERTONS
 EJ1424'FARMHOUSE.  135 FEET NORTH OF BRUSHY CREEK.  39 FEET WEST OF THE ROAD
 EJ1424'CENTERLINE.  1.5 FT. EAST OF A SLAT FENCE.  TABLET SET IN TOP OF
 EJ1424'PRECAST CONCRETE POST.  NOTE-- MARK IS 6 FEET EAST OF RIGHT-OF-WAY
 EJ1424'FENCE.
 EJ1424
 EJ1424                          STATION RECOVERY (1962)
 EJ1424
 EJ1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1116 ***********************************************************************
 FF1116  DESIGNATION -  P 9
 FF1116  PID         -  FF1116
 FF1116  STATE/COUNTY-  AR/LAWRENCE
 FF1116  USGS QUAD   -  ALICIA (1980)
 FF1116
 FF1116                         *CURRENT SURVEY CONTROL
 FF1116  ___________________________________________________________________
 FF1116* NAD 83(1986)-  35 55 49.     (N)    091 03 29.     (W)     SCALED    
 FF1116* NAVD 88     -        78.106  (meters)     256.25   (feet)  ADJUSTED  
 FF1116  ___________________________________________________________________
 FF1116  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FF1116  DYNAMIC HT  -          78.041 (meters)     256.04  (feet)  COMP
 FF1116  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 FF1116
 FF1116  VERT ORDER  -  FIRST     CLASS II
 FF1116
 FF1116.The horizontal coordinates were scaled from a topographic map and have
 FF1116.an estimated accuracy of +/- 6 seconds.
 FF1116
 FF1116.The orthometric height was determined by differential leveling
 FF1116.and adjusted by the National Geodetic Survey in June 1991..
 FF1116
 FF1116.The geoid height was determined by GEOID03.
 FF1116
 FF1116.The dynamic height is computed by dividing the NAVD 88
 FF1116.geopotential number by the normal gravity value computed on the
 FF1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1116.degrees latitude (g = 980.6199 gals.).
 FF1116
 FF1116.The modeled gravity was interpolated from observed gravity values.
 FF1116
 FF1116;                    North         East    Units  Estimated Accuracy
 FF1116;SPC AR N     -   177,580.      485,000.      MT  (+/- 180 meters Scaled)
 FF1116
 FF1116                          SUPERSEDED SURVEY CONTROL
 FF1116
 FF1116  NGVD 29 (??/??/??)   78.025  (m)          255.99   (f) ADJUSTED    1 2
 FF1116
 FF1116.Superseded values are not recommended for survey control.
 FF1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1116.See file dsdata.txt to determine how the superseded data were derived.
 FF1116
 FF1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV751779(NAD 83)
 FF1116_MARKER: DB = BENCH MARK DISK
 FF1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1116_STAMPING: 255.987 P 9 1931
 FF1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1116+STABILITY: SURFACE MOTION
 FF1116
 FF1116  HISTORY     - Date     Condition        Report By
 FF1116  HISTORY     - 1931     MONUMENTED       CGS
 FF1116  HISTORY     - 1934     GOOD             CGS
 FF1116  HISTORY     - 20020926 POOR             USACE
 FF1116
 FF1116                          STATION DESCRIPTION
 FF1116
 FF1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1116'2.9 MI NE FROM ALICIA.
 FF1116'ABOUT 2.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1116'FROM ALICIA, LAWRENCE COUNTY, 22 FEET NORTHEAST OF THE NORTHEAST
 FF1116'END OF THE MISSOURI PACIFIC RAILROAD STATION AT CALVIN, 96 FEET
 FF1116'SOUTHWEST OF MILEPOST 236, 45 FEET SOUTHWEST OF A ROAD CROSSING,
 FF1116'AND 20 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 FF1116'DISK, STAMPED 255.987 P 9 1931 AND SET IN THE TOP OF A CONCRETE
 FF1116'POST.
 FF1116
 FF1116                          STATION RECOVERY (1934)
 FF1116
 FF1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1116'RECOVERED IN GOOD CONDITION.
 FF1116
 FF1116                          STATION RECOVERY (2002)
 FF1116
 FF1116'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1116'MONUMENT FOUND LYING IN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1408 ***********************************************************************
 DK1408  DESIGNATION -  P 90
 DK1408  PID         -  DK1408
 DK1408  STATE/COUNTY-  AR/LINCOLN
 DK1408  USGS QUAD   -  GOULD (1964)
 DK1408
 DK1408                         *CURRENT SURVEY CONTROL
 DK1408  ___________________________________________________________________
 DK1408* NAD 83(1986)-  33 59 00.     (N)    091 33 39.     (W)     SCALED    
 DK1408* NAVD 88     -        50.900  (meters)     166.99   (feet)  ADJUSTED  
 DK1408  ___________________________________________________________________
 DK1408  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DK1408  DYNAMIC HT  -          50.850 (meters)     166.83  (feet)  COMP
 DK1408  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 DK1408
 DK1408  VERT ORDER  -  SECOND    CLASS 0
 DK1408
 DK1408.The horizontal coordinates were scaled from a topographic map and have
 DK1408.an estimated accuracy of +/- 6 seconds.
 DK1408
 DK1408.The orthometric height was determined by differential leveling
 DK1408.and adjusted by the National Geodetic Survey in June 1991..
 DK1408
 DK1408.The geoid height was determined by GEOID03.
 DK1408
 DK1408.The dynamic height is computed by dividing the NAVD 88
 DK1408.geopotential number by the normal gravity value computed on the
 DK1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1408.degrees latitude (g = 980.6199 gals.).
 DK1408
 DK1408.The modeled gravity was interpolated from observed gravity values.
 DK1408
 DK1408;                    North         East    Units  Estimated Accuracy
 DK1408;SPC AR S     -   546,120.      440,580.      MT  (+/- 180 meters Scaled)
 DK1408
 DK1408                          SUPERSEDED SURVEY CONTROL
 DK1408
 DK1408  NGVD 29 (??/??/??)   50.976  (m)          167.24   (f) ADJUSTED    2 0
 DK1408
 DK1408.Superseded values are not recommended for survey control.
 DK1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1408.See file dsdata.txt to determine how the superseded data were derived.
 DK1408
 DK1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT329612(NAD 83)
 DK1408_MARKER: DB = BENCH MARK DISK
 DK1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1408_STAMPING: P-90 1935
 DK1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1408+STABILITY: SURFACE MOTION
 DK1408
 DK1408  HISTORY     - Date     Condition        Report By
 DK1408  HISTORY     - 1935     MONUMENTED       CGS
 DK1408  HISTORY     - 1935     GOOD             CGS
 DK1408  HISTORY     - 1963     MARK NOT FOUND   USGS
 DK1408  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK1408
 DK1408                          STATION DESCRIPTION
 DK1408
 DK1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1408'IN GOULD.
 DK1408'IN GOULD, ON THE ARKANSAS R.R.R/W.  210 FEET SOUTHWEST OF THE
 DK1408'SOUTHEAST CORNER OF MISSOURI PACIFIC R.R. DEPOT.  159 FEET SOUTHWEST
 DK1408'OF THE CENTER OF THE CROSSING OF THE ARK.R.R. AND THE MO.PAC.R.R.  45
 DK1408'FEET WEST OF GOULDS MAIN STREET.  10 FEET SOUTHEAST OF CENTER OF
 DK1408'RAILROAD TRACKS.  TABLET SET IN PRECAST CONCRETE POST.
 DK1408
 DK1408                          STATION RECOVERY (1963)
 DK1408
 DK1408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DK1408'MARK NOT FOUND.
 DK1408
 DK1408                          STATION RECOVERY (1984)
 DK1408
 DK1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK1408'NOT RECOVERED THIS DATE.  AREA PREVIOUSLY DESCRIBED IS NOW A PARKING
 DK1408'LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0048 ***********************************************************************
 DL0048  DESIGNATION -  P 91
 DL0048  PID         -  DL0048
 DL0048  STATE/COUNTY-  AR/CALHOUN
 DL0048  USGS QUAD   -  TINSMAN (1985)
 DL0048
 DL0048                         *CURRENT SURVEY CONTROL
 DL0048  ___________________________________________________________________
 DL0048* NAD 83(1986)-  33 44 33.     (N)    092 21 18.     (W)     SCALED    
 DL0048* NAVD 88     -        57.126  (meters)     187.42   (feet)  ADJUSTED  
 DL0048  ___________________________________________________________________
 DL0048  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DL0048  DYNAMIC HT  -          57.068 (meters)     187.23  (feet)  COMP
 DL0048  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 DL0048
 DL0048  VERT ORDER  -  SECOND    CLASS 0
 DL0048
 DL0048.The horizontal coordinates were scaled from a topographic map and have
 DL0048.an estimated accuracy of +/- 6 seconds.
 DL0048
 DL0048.The orthometric height was determined by differential leveling
 DL0048.and adjusted by the National Geodetic Survey in June 1991..
 DL0048
 DL0048.The geoid height was determined by GEOID03.
 DL0048
 DL0048.The dynamic height is computed by dividing the NAVD 88
 DL0048.geopotential number by the normal gravity value computed on the
 DL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0048.degrees latitude (g = 980.6199 gals.).
 DL0048
 DL0048.The modeled gravity was interpolated from observed gravity values.
 DL0048
 DL0048;                    North         East    Units  Estimated Accuracy
 DL0048;SPC AR S     -   519,380.      367,110.      MT  (+/- 180 meters Scaled)
 DL0048
 DL0048                          SUPERSEDED SURVEY CONTROL
 DL0048
 DL0048  NGVD 29 (??/??/92)   57.182  (m)          187.60   (f) ADJ UNCH    2 0
 DL0048
 DL0048.Superseded values are not recommended for survey control.
 DL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0048.See file dsdata.txt to determine how the superseded data were derived.
 DL0048
 DL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT597337(NAD 83)
 DL0048_MARKER: DB = BENCH MARK DISK
 DL0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0048_SP_SET: CULVERT
 DL0048_STAMPING: P-91 1935
 DL0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0048
 DL0048  HISTORY     - Date     Condition        Report By
 DL0048  HISTORY     - 1935     MONUMENTED       CGS
 DL0048  HISTORY     - 1964     GOOD             NGS
 DL0048
 DL0048                          STATION DESCRIPTION
 DL0048
 DL0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0048'5.9 MI S FROM FORDYCE.
 DL0048'5.9 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  TABLET SET
 DL0048'HORIZONTALLY ON NORTH END OF WEST HEADWALL OF CONCRETE CULVERT UNDER
 DL0048'RAILROAD.  ABOUT 700 FEET NORTH OF LINDALE SIDING WAITING ROOM.  60.5
 DL0048'FEET NORTH OF TELEPHONE POLE MARKED 56-18.  17.6 FEET WEST OF
 DL0048'CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  1.5 FT. SOUTH OF
 DL0048'NORTH END OF HEADWALL.  1.3 FT. EAST OF WEST EDGE OF HEADWALL.  1.2
 DL0048'FT. WEST OF EAST EDGE OF HEADWALL.
 DL0048
 DL0048                          STATION RECOVERY (1964)
 DL0048
 DL0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1395 ***********************************************************************
 DK1395  DESIGNATION -  P 92
 DK1395  PID         -  DK1395
 DK1395  STATE/COUNTY-  AR/ASHLEY
 DK1395  USGS QUAD   -  CROSSETT NORTH (1973)
 DK1395
 DK1395                         *CURRENT SURVEY CONTROL
 DK1395  ___________________________________________________________________
 DK1395* NAD 83(1986)-  33 08 01.     (N)    091 57 14.     (W)     SCALED    
 DK1395* NAVD 88     -        48.886  (meters)     160.39   (feet)  ADJUSTED  
 DK1395  ___________________________________________________________________
 DK1395  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK1395  DYNAMIC HT  -          48.833 (meters)     160.21  (feet)  COMP
 DK1395  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 DK1395
 DK1395  VERT ORDER  -  SECOND    CLASS 0
 DK1395
 DK1395.The horizontal coordinates were scaled from a topographic map and have
 DK1395.an estimated accuracy of +/- 6 seconds.
 DK1395
 DK1395.The orthometric height was determined by differential leveling
 DK1395.and adjusted by the National Geodetic Survey in June 1991..
 DK1395
 DK1395.The geoid height was determined by GEOID03.
 DK1395
 DK1395.The dynamic height is computed by dividing the NAVD 88
 DK1395.geopotential number by the normal gravity value computed on the
 DK1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1395.degrees latitude (g = 980.6199 gals.).
 DK1395
 DK1395.The modeled gravity was interpolated from observed gravity values.
 DK1395
 DK1395;                    North         East    Units  Estimated Accuracy
 DK1395;SPC AR S     -   451,790.      404,300.      MT  (+/- 180 meters Scaled)
 DK1395
 DK1395                          SUPERSEDED SURVEY CONTROL
 DK1395
 DK1395  NGVD 29 (??/??/??)   48.959  (m)          160.63   (f) ADJUSTED    2 0
 DK1395
 DK1395.Superseded values are not recommended for survey control.
 DK1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1395.See file dsdata.txt to determine how the superseded data were derived.
 DK1395
 DK1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS975665(NAD 83)
 DK1395_MARKER: DB = BENCH MARK DISK
 DK1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1395_STAMPING: P 92 1935
 DK1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1395+STABILITY: SURFACE MOTION
 DK1395
 DK1395  HISTORY     - Date     Condition        Report By
 DK1395  HISTORY     - 1935     MONUMENTED       CGS
 DK1395  HISTORY     - 1945     GOOD             LOCENG
 DK1395  HISTORY     - 1972     POOR             USGS
 DK1395
 DK1395                          STATION DESCRIPTION
 DK1395
 DK1395'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 DK1395'IN CROSSETT.
 DK1395'AT CROSSETT, ASHLEY COUNTY, 10.1 FEET SOUTHEAST OF THE SOUTHEAST
 DK1395'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, AT
 DK1395'MILEAGE 42.5, 18.3 FEET WEST OF THE CENTERLINE OF THE TRACK, 2.2 FEET
 DK1395'SOUTHEAST OF POLE 42+20, AND 4.5 FEET SOUTH OF THE NORTH POST OF A
 DK1395'SECTION RAIL FENCE.  A STANDARD DISK, STAMPED P 92 1935 AND SET IN THE
 DK1395'TOP OF A CONCRETE POST.  NOTE-- MARK HAS BEEN HIT BY HEAVY EQUIPMENT
 DK1395'AND IS LEANING ABOUT 30 DEGREES TO THE NORTH.
 DK1395
 DK1395                          STATION RECOVERY (1972)
 DK1395
 DK1395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK1395'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1510 ***********************************************************************
 FG1510  DESIGNATION -  P 93
 FG1510  PID         -  FG1510
 FG1510  STATE/COUNTY-  AR/FRANKLIN
 FG1510  USGS QUAD   -  CRAVENS (1973)
 FG1510
 FG1510                         *CURRENT SURVEY CONTROL
 FG1510  ___________________________________________________________________
 FG1510* NAD 83(1986)-  35 32 46.     (N)    093 58 00.     (W)     SCALED    
 FG1510* NAVD 88     -       157.116  (meters)     515.47   (feet)  ADJUSTED  
 FG1510  ___________________________________________________________________
 FG1510  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FG1510  DYNAMIC HT  -         156.972 (meters)     515.00  (feet)  COMP
 FG1510  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FG1510
 FG1510  VERT ORDER  -  SECOND    CLASS 0
 FG1510
 FG1510.The horizontal coordinates were scaled from a topographic map and have
 FG1510.an estimated accuracy of +/- 6 seconds.
 FG1510
 FG1510.The orthometric height was determined by differential leveling
 FG1510.and adjusted by the National Geodetic Survey in June 1991..
 FG1510
 FG1510.The geoid height was determined by GEOID03.
 FG1510
 FG1510.The dynamic height is computed by dividing the NAVD 88
 FG1510.geopotential number by the normal gravity value computed on the
 FG1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1510.degrees latitude (g = 980.6199 gals.).
 FG1510
 FG1510.The modeled gravity was interpolated from observed gravity values.
 FG1510
 FG1510;                    North         East    Units  Estimated Accuracy
 FG1510;SPC AR N     -   136,330.      221,690.      MT  (+/- 180 meters Scaled)
 FG1510
 FG1510                          SUPERSEDED SURVEY CONTROL
 FG1510
 FG1510  NGVD 29 (??/??/92)  157.043  (m)          515.23   (f) ADJ UNCH    2 0
 FG1510
 FG1510.Superseded values are not recommended for survey control.
 FG1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1510.See file dsdata.txt to determine how the superseded data were derived.
 FG1510
 FG1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV123340(NAD 83)
 FG1510_MARKER: DB = BENCH MARK DISK
 FG1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1510_STAMPING: P 93 1935
 FG1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1510+STABILITY: SURFACE MOTION
 FG1510
 FG1510  HISTORY     - Date     Condition        Report By
 FG1510  HISTORY     - 1935     MONUMENTED       CGS
 FG1510  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1510
 FG1510                          STATION DESCRIPTION
 FG1510
 FG1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1510'7.3 MI NE FROM MULBERRY.
 FG1510'IN FRANKLIN COUNTY, 7.3 MILES NORTHEAST ALONG THE MULBERRY-CRAVENS
 FG1510'ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT MULBERRY, CRAWFORD
 FG1510'COUNTY, 0.2 MILE WEST OF THE JORDEN STORE AT LONELM, 120 FEET
 FG1510'SOUTHEAST OF THE SOUTHEAST CORNER OF THE JIM WARD HOME, 28 FEET NORTH
 FG1510'OF THE CENTERLINE OF THE ROAD, 16 FEET NORTH OF THE NORTHEAST CORNER
 FG1510'OF A FENCE, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED P 93
 FG1510'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1139 ***********************************************************************
 FG1139  DESIGNATION -  P 94
 FG1139  PID         -  FG1139
 FG1139  STATE/COUNTY-  AR/JOHNSON
 FG1139  USGS QUAD   -  CLARKSVILLE (1993)
 FG1139
 FG1139                         *CURRENT SURVEY CONTROL
 FG1139  ___________________________________________________________________
 FG1139* NAD 83(1986)-  35 29 08.     (N)    093 28 18.     (W)     SCALED    
 FG1139* NAVD 88     -       124.100  (meters)     407.15   (feet)  ADJUSTED  
 FG1139  ___________________________________________________________________
 FG1139  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FG1139  DYNAMIC HT  -         123.986 (meters)     406.78  (feet)  COMP
 FG1139  MODELED GRAV-     979,713.8   (mgal)                       NAVD 88
 FG1139
 FG1139  VERT ORDER  -  SECOND    CLASS 0
 FG1139
 FG1139.The horizontal coordinates were scaled from a topographic map and have
 FG1139.an estimated accuracy of +/- 6 seconds.
 FG1139
 FG1139.The orthometric height was determined by differential leveling
 FG1139.and adjusted by the National Geodetic Survey in June 1991..
 FG1139
 FG1139.The geoid height was determined by GEOID03.
 FG1139
 FG1139.The dynamic height is computed by dividing the NAVD 88
 FG1139.geopotential number by the normal gravity value computed on the
 FG1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1139.degrees latitude (g = 980.6199 gals.).
 FG1139
 FG1139.The modeled gravity was interpolated from observed gravity values.
 FG1139
 FG1139;                    North         East    Units  Estimated Accuracy
 FG1139;SPC AR N     -   128,830.      266,470.      MT  (+/- 180 meters Scaled)
 FG1139
 FG1139                          SUPERSEDED SURVEY CONTROL
 FG1139
 FG1139  NGVD 29 (??/??/92)  124.078  (m)          407.08   (f) ADJ UNCH    2 0
 FG1139
 FG1139.Superseded values are not recommended for survey control.
 FG1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1139.See file dsdata.txt to determine how the superseded data were derived.
 FG1139
 FG1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV572269(NAD 83)
 FG1139_MARKER: DB = BENCH MARK DISK
 FG1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1139_STAMPING: P 94 1935
 FG1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1139+STABILITY: SURFACE MOTION
 FG1139
 FG1139  HISTORY     - Date     Condition        Report By
 FG1139  HISTORY     - 1935     MONUMENTED       CGS
 FG1139  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1139
 FG1139                          STATION DESCRIPTION
 FG1139
 FG1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1139'1.3 MI NW FROM CLARKSVILLE.
 FG1139'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 123 FROM THE COURTHOUSE AT
 FG1139'CLARKSVILLE, JOHNSON COUNTY, 225 FEET SOUTH OF A TWO-STORY HOUSE, 110
 FG1139'FEET SOUTHEAST OF THE CENTER OF THE JUNCITON OF THREE ROADS, 54 FEET
 FG1139'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 46 FEET EAST OF THE CENTERLINE
 FG1139'OF A ROAD LEADING SOUTH, AND 17 FEET SOUTH OF A POLE.  A STANDARD
 FG1139'DISK, STAMPED P 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1139
 FG1139                          STATION RECOVERY (1984)
 FG1139
 FG1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1139'SEARCHED FOR AND NOT RECOVERED THIS DATE, HIGHWAY WIDENED AND PRESUMED
 FG1139'KNOCKED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0485 ***********************************************************************
 EJ0485  DESIGNATION -  P 97
 EJ0485  PID         -  EJ0485
 EJ0485  STATE/COUNTY-  AR/JEFFERSON
 EJ0485  USGS QUAD   -  PINE BLUFF (1984)
 EJ0485
 EJ0485                         *CURRENT SURVEY CONTROL
 EJ0485  ___________________________________________________________________
 EJ0485* NAD 83(1986)-  34 14 05.     (N)    092 02 23.     (W)     SCALED    
 EJ0485* NAVD 88     -        70.333  (meters)     230.75   (feet)  ADJUSTED  
 EJ0485  ___________________________________________________________________
 EJ0485  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0485  DYNAMIC HT  -          70.265 (meters)     230.53  (feet)  COMP
 EJ0485  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 EJ0485
 EJ0485  VERT ORDER  -  FIRST     CLASS II
 EJ0485
 EJ0485.The horizontal coordinates were scaled from a topographic map and have
 EJ0485.an estimated accuracy of +/- 6 seconds.
 EJ0485
 EJ0485.The orthometric height was determined by differential leveling
 EJ0485.and adjusted by the National Geodetic Survey in June 1991..
 EJ0485
 EJ0485.The geoid height was determined by GEOID03.
 EJ0485
 EJ0485.The dynamic height is computed by dividing the NAVD 88
 EJ0485.geopotential number by the normal gravity value computed on the
 EJ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0485.degrees latitude (g = 980.6199 gals.).
 EJ0485
 EJ0485.The modeled gravity was interpolated from observed gravity values.
 EJ0485
 EJ0485;                    North         East    Units  Estimated Accuracy
 EJ0485;SPC AR S     -   573,920.      396,340.      MT  (+/- 180 meters Scaled)
 EJ0485
 EJ0485                          SUPERSEDED SURVEY CONTROL
 EJ0485
 EJ0485  NGVD 29 (??/??/92)   70.417  (m)          231.03   (f) ADJ UNCH    1 2
 EJ0485
 EJ0485.Superseded values are not recommended for survey control.
 EJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0485.See file dsdata.txt to determine how the superseded data were derived.
 EJ0485
 EJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT884885(NAD 83)
 EJ0485_MARKER: DB = BENCH MARK DISK
 EJ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0485_STAMPING: P 97 1935
 EJ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0485+STABILITY: SURFACE MOTION
 EJ0485
 EJ0485  HISTORY     - Date     Condition        Report By
 EJ0485  HISTORY     - 1935     MONUMENTED       CGS
 EJ0485  HISTORY     - 1937     GOOD             ARGS
 EJ0485  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0485  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0485
 EJ0485                          STATION DESCRIPTION
 EJ0485
 EJ0485'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0485'2.3 MI NW FROM PINE BLUFF.
 EJ0485'2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 EJ0485'STATION AT PINE BLUFF, JEFFERSON COUNTY, 440 FEET SOUTHEAST OF
 EJ0485'MILEPOST 386, 125 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF OLD
 EJ0485'U.S. HIGHWAY 65, 97 FEET WEST OF POLE 386+3, 45.5 FEET SOUTHWEST OF
 EJ0485'THE SOUTHWEST RAIL, AND 3 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE
 EJ0485'CORNER.  A STANDARD DISK, STAMPED P 97 1935 AND SET IN THE TOP OF A
 EJ0485'CONCRETE POST.
 EJ0485
 EJ0485                          STATION RECOVERY (1962)
 EJ0485
 EJ0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0485'MARK NOT FOUND.
 EJ0485
 EJ0485                          STATION RECOVERY (1984)
 EJ0485
 EJ0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0485'NOT RECOVERED, SEARCHED FOR AND COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0861 ***********************************************************************
 EJ0861  DESIGNATION -  P 98
 EJ0861  PID         -  EJ0861
 EJ0861  STATE/COUNTY-  AR/PULASKI
 EJ0861  USGS QUAD   -  FERNDALE (1984)
 EJ0861
 EJ0861                         *CURRENT SURVEY CONTROL
 EJ0861  ___________________________________________________________________
 EJ0861* NAD 83(1986)-  34 47 04.     (N)    092 34 56.     (W)     SCALED    
 EJ0861* NAVD 88     -       123.416  (meters)     404.91   (feet)  ADJUSTED  
 EJ0861  ___________________________________________________________________
 EJ0861  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EJ0861  DYNAMIC HT  -         123.299 (meters)     404.52  (feet)  COMP
 EJ0861  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 EJ0861
 EJ0861  VERT ORDER  -  SECOND    CLASS 0
 EJ0861
 EJ0861.The horizontal coordinates were scaled from a topographic map and have
 EJ0861.an estimated accuracy of +/- 6 seconds.
 EJ0861
 EJ0861.The orthometric height was determined by differential leveling
 EJ0861.and adjusted by the National Geodetic Survey in June 1991..
 EJ0861
 EJ0861.The geoid height was determined by GEOID03.
 EJ0861
 EJ0861.The dynamic height is computed by dividing the NAVD 88
 EJ0861.geopotential number by the normal gravity value computed on the
 EJ0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0861.degrees latitude (g = 980.6199 gals.).
 EJ0861
 EJ0861.The modeled gravity was interpolated from observed gravity values.
 EJ0861
 EJ0861;                    North         East    Units  Estimated Accuracy
 EJ0861;SPC AR S     -   635,050.      346,710.      MT  (+/- 180 meters Scaled)
 EJ0861
 EJ0861                          SUPERSEDED SURVEY CONTROL
 EJ0861
 EJ0861  NGVD 29 (??/??/92)  123.447  (m)          405.01   (f) ADJ UNCH    2 0
 EJ0861
 EJ0861.Superseded values are not recommended for survey control.
 EJ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0861.See file dsdata.txt to determine how the superseded data were derived.
 EJ0861
 EJ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU382492(NAD 83)
 EJ0861_MARKER: DB = BENCH MARK DISK
 EJ0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0861_STAMPING: P 98 1935
 EJ0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0861+STABILITY: SURFACE MOTION
 EJ0861
 EJ0861  HISTORY     - Date     Condition        Report By
 EJ0861  HISTORY     - 1935     MONUMENTED       CGS
 EJ0861
 EJ0861                          STATION DESCRIPTION
 EJ0861
 EJ0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0861'1.5 MI W FROM FERNDALE.
 EJ0861'1.5 MILES WEST ALONG TWELFTH STREET PIKE FROM THE J.W. CARTER STORE AT
 EJ0861'FERNDALE, PULASKI COUNTY, 0.9 MILE WEST OF THE WOODEN BRIDGE OVER
 EJ0861'LITTLE MAUMELLE RIVER, 225 FEET EAST OF A WAGON ROAD LEADING SOUTH
 EJ0861'THROUGH A GAP IN THE RIDGE SOUTH OF A CREEK, 100 FEET EAST OF THE
 EJ0861'NORTHWEST CORNER OF A FENCE, 73.4 FEET SOUTH OF THE SOUTHEAST CORNER
 EJ0861'OF AN UNPAINTED TWO-STORY FRAME FARMHOUSE, 22.5 FEET SOUTH OF THE
 EJ0861'CENTERLINE OF THE PIKE, 22.3 FEET EAST OF THE CENTER OF A GATE, AND
 EJ0861'1.3 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED P 98 1935 AND SET
 EJ0861'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0847 ***********************************************************************
 EJ0847  DESIGNATION -  P 99
 EJ0847  PID         -  EJ0847
 EJ0847  STATE/COUNTY-  AR/PULASKI
 EJ0847  USGS QUAD   -  FOURCHE (1984)
 EJ0847
 EJ0847                         *CURRENT SURVEY CONTROL
 EJ0847  ___________________________________________________________________
 EJ0847* NAD 83(1986)-  34 53 12.     (N)    092 37 15.     (W)     SCALED    
 EJ0847* NAVD 88     -        84.329  (meters)     276.67   (feet)  ADJUSTED  
 EJ0847  ___________________________________________________________________
 EJ0847  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EJ0847  DYNAMIC HT  -          84.249 (meters)     276.41  (feet)  COMP
 EJ0847  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 EJ0847
 EJ0847  VERT ORDER  -  SECOND    CLASS 0
 EJ0847
 EJ0847.The horizontal coordinates were scaled from a topographic map and have
 EJ0847.an estimated accuracy of +/- 6 seconds.
 EJ0847
 EJ0847.The orthometric height was determined by differential leveling
 EJ0847.and adjusted by the National Geodetic Survey in June 1991..
 EJ0847
 EJ0847.The geoid height was determined by GEOID03.
 EJ0847
 EJ0847.The dynamic height is computed by dividing the NAVD 88
 EJ0847.geopotential number by the normal gravity value computed on the
 EJ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0847.degrees latitude (g = 980.6199 gals.).
 EJ0847
 EJ0847.The modeled gravity was interpolated from observed gravity values.
 EJ0847
 EJ0847;                    North         East    Units  Estimated Accuracy
 EJ0847;SPC AR S     -   646,410.      343,250.      MT  (+/- 180 meters Scaled)
 EJ0847
 EJ0847                          SUPERSEDED SURVEY CONTROL
 EJ0847
 EJ0847  NGVD 29 (??/??/92)   84.358  (m)          276.76   (f) ADJ UNCH    2 0
 EJ0847
 EJ0847.Superseded values are not recommended for survey control.
 EJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0847.See file dsdata.txt to determine how the superseded data were derived.
 EJ0847
 EJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU346605(NAD 83)
 EJ0847_MARKER: DB = BENCH MARK DISK
 EJ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0847_STAMPING: P 99 1935
 EJ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0847+STABILITY: SURFACE MOTION
 EJ0847
 EJ0847  HISTORY     - Date     Condition        Report By
 EJ0847  HISTORY     - 1935     MONUMENTED       CGS
 EJ0847  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0847
 EJ0847                          STATION DESCRIPTION
 EJ0847
 EJ0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0847'0.7 MI SE FROM CROSS ROADS.
 EJ0847'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 EJ0847'CROSS ROADS, PULASKI COUNTY, AT THE STEEL HIGHWAY BRIDGE OVER BIG
 EJ0847'MAUMELLE RIVER, IN THE TOP OF THE WEST CONCRETE RETAINING WALL, 2.2
 EJ0847'FEET NORTH OF THE SOUTH END, AND 9.8 FEET SOUTH OF THE CENTERLINE OF
 EJ0847'THE HIGHWAY.  A STANDARD DISK, STAMPED P 99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1379 ***********************************************************************
 DL1379  DESIGNATION -  PACE
 DL1379  PID         -  DL1379
 DL1379  STATE/COUNTY-  AR/OUACHITA
 DL1379  USGS QUAD   -  BUENA VISTA (1962)
 DL1379
 DL1379                         *CURRENT SURVEY CONTROL
 DL1379  ___________________________________________________________________
 DL1379* NAD 83(1997)-  33 24 19.01587(N)    092 55 18.10176(W)     ADJUSTED  
 DL1379* NAVD 88     -        71.7    (meters)     235.     (feet)  VERTCON   
 DL1379  ___________________________________________________________________
 DL1379  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DL1379  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL1379
 DL1379  HORZ ORDER  -  FIRST
 DL1379
 DL1379.The horizontal coordinates were established by classical geodetic methods
 DL1379.and adjusted by the National Geodetic Survey in September 1999..
 DL1379
 DL1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1379
 DL1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1379
 DL1379.The geoid height was determined by GEOID03.
 DL1379
 DL1379;                    North         East     Units Scale Factor Converg.
 DL1379;SPC AR S     -   482,308.409   314,263.620   MT  0.99997832   -0 30 57.1
 DL1379;SPC AR S     - 1,582,373.51  1,031,046.56   sFT  0.99997832   -0 30 57.1
 DL1379;UTM  15      - 3,696,220.769   507,281.308   MT  0.99960065   +0 02 35.2
 DL1379
 DL1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1379!SPC AR S     -   0.99999288  x   0.99997832  =   0.99997120
 DL1379!UTM  15      -   0.99999288  x   0.99960065  =   0.99959353
 DL1379
 DL1379|---------------------------------------------------------------------|
 DL1379| PID    Reference Object                     Distance      Geod. Az  |
 DL1379|                                                           dddmmss.s |
 DL1379| CY7060 PACE RM 1                            32.132 METERS 01411     |
 DL1379| CY7059 PACE AZ MK                                         0862823.1 |
 DL1379| CY7061 PACE RM 2                            25.740 METERS 26232     |
 DL1379|---------------------------------------------------------------------|
 DL1379
 DL1379                          SUPERSEDED SURVEY CONTROL
 DL1379
 DL1379  NAD 83(1997)-  33 24 19.02468(N)    092 55 18.09378(W) AD(       ) 1
 DL1379  NAD 83(1986)-  33 24 19.02770(N)    092 55 18.09363(W) AD(       ) 1
 DL1379  NAD 27      -  33 24 18.59277(N)    092 55 17.50359(W) AD(       ) 1
 DL1379  NGVD 29 (07/19/86)   71.7    (m)          235.     (f) VERT ANG       
 DL1379
 DL1379.Superseded values are not recommended for survey control.
 DL1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1379.See file dsdata.txt to determine how the superseded data were derived.
 DL1379
 DL1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0728196221(NAD 83)
 DL1379_MARKER: DS = TRIANGULATION STATION DISK
 DL1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1379
 DL1379  HISTORY     - Date     Condition        Report By
 DL1379  HISTORY     - 1965     MONUMENTED       CGS
 DL1379
 DL1379                          STATION DESCRIPTION
 DL1379
 DL1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1379'STATION IS LOCATED ABOUT 8 MILES EAST OF STEPHENS, 7-1/2 MILES
 DL1379'NORTH-NORTHEAST OF MOUNT HOLLY, 13 MILES SOUTH-SOUTHWEST OF
 DL1379'CAMDEN, IN SECTION 25.  T 15 S.  R 18 W AND ON PROPERTY WHICH
 DL1379'IS OWNED BY A MRS. JOSIE NEAL OF 870 LINCOLN DRIVE S.W., CAMDEN
 DL1379'ARKANSAS.
 DL1379'
 DL1379'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 24,4
 DL1379'AND U.S. HIGHWAY 79 WHICH IS AT THE NORTHWEST CORNER OF THE POST
 DL1379'OFFICE IN CAMDEN.  GO SOUTHWEST, ON U.S. HIGHWAY 79 FOR 10.5
 DL1379'MILES TO A SURFACED CROSSROAD.  THE BUENA VISTA STORE AND
 DL1379'SERVICE STATION IS ON THE LEFT.  TURN LEFT AND GO SOUTH, ON THE
 DL1379'SURFACED ROAD FOR 0.25 MILE TO A T-ROAD JUNCTION.  THE BUENA
 DL1379'VISTA POST OFFICE IS ON THE RIGHT.  TURN LEFT AND FOLLOW A
 DL1379'SURFACED ROAD, EAST AND SOUTH FOR 0.45 MILE TO THE END OF THE
 DL1379'SURFACED ROAD.  CONTINUE STRAIGHT AHEAD, ON A GRAVELED ROAD
 DL1379'FOR 1.6 MILES TO A REVERSE ROAD FORK ON THE LEFT.  CONTINUE
 DL1379'STRAIGHT AHEAD, ON THE GRAVELED ROAD FOR 0.15 MILE TO A
 DL1379'ROAD FORK.  KEEP THE LEFT HAND ROAD AND CONTINUE FOR 0.7
 DL1379'MILE TO A T-ROAD JUNCTION.  TURN RIGHT AND CONTINUE ON A
 DL1379'GRAVELED ROAD FOR 1.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 DL1379'AND GO SOUTHEASTERLY, ON A GRAVELED ROAD FOR 2.45
 DL1379'MILES TO A FARM HOUSE ON THE RIGHT.  CONTINUE STRAIGHT
 DL1379'AHEAD ON THE GRAVELED ROAD, SOUTHEAST AND EAST FOR 0.7
 DL1379'MILE.  STATION IS ON THE RIGHT, SOUTH SIDE OF THE
 DL1379'GRAVELED ROAD.  CONTINUE EAST, ON THE GRAVELED ROAD FOR 0.5
 DL1379'MILE TO A T-ROAD JUNCTION.  AZIMUTH MARK IS ON THE EAST SIDE
 DL1379'OF A NORTH-SOUTH GRAVELED ROAD AT THE T-JUNCTION.
 DL1379'
 DL1379'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 DL1379'MONUMENTS.
 DL1379'
 DL1379'STATION MARK DISK IS STAMPED PACE 1965 AND THE MARK PROJECTS
 DL1379'ABOUT 3 INCHES.  MARK IS 84.8 FEET SOUTH-SOUTHEAST OF A 12-INCH
 DL1379'TRIANGULAR BLAZED OAK TREE, 67 FEET SOUTH OF THE CENTER OF A
 DL1379'GRAVELED ROAD, 58.9 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 DL1379'TELEPHONE POLE, 32.5 FEET SOUTH OF A FENCE LINE, 17 FEET EAST
 DL1379'OF THE CENTER OF A TRACK ROAD AND 7.0 FEET NORTHWEST OF A METAL
 DL1379'WITNESS POST.
 DL1379'
 DL1379'REFERENCE MARK NUMBER 1 DISK IS STAMPED PACE NO 1 1965 AND THE
 DL1379'MARK PROJECTS ABOUT 3 INCHES.  MARK IS 54 FEET NORTHEAST OF THE
 DL1379'TRIANGULAR BLAZED OAK TREE, 34 FEET NORTH OF THE CENTER OF THE
 DL1379'GRAVELED ROAD AND 10 FEET SOUTH OF A 20-INCH PINE TREE.
 DL1379'
 DL1379'REFERENCE MARK DISK NUMBER 2 IS STAMPED PACE NO 2 1965 AND
 DL1379'THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS 91 FEET WEST OF THE
 DL1379'METAL WITNESS POST, 75 FEET SOUTH OF THE CENTER OF THE GRAVELED
 DL1379'ROAD AND 71 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 DL1379'
 DL1379'AZIMUTH MARK DISK IS STAMPED PACE 1965 AND THE MARK PROJECTS
 DL1379'ABOUT 2 INCHES.  MARK IS 36 FEET EAST OF THE T-JUNCTION OF A
 DL1379'NORTH-SOUTH GRAVELED ROAD AND AN EAST-WEST GRAVELED ROAD, 22
 DL1379'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 4.5 FEET
 DL1379'WEST OF A NORTH-SOUTH FENCELINE AND 2.3 FEET SOUTHWEST OF A
 DL1379'METAL WITNESS POST.
 DL1379'
 DL1379'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3001 ***********************************************************************
 AE3001  CBN         -  This is a Cooperative Base Network Control Station.
 AE3001  DESIGNATION -  PAGIS 1001
 AE3001  PID         -  AE3001
 AE3001  STATE/COUNTY-  AR/PULASKI
 AE3001  USGS QUAD   -  SWEET HOME (1986)
 AE3001
 AE3001                         *CURRENT SURVEY CONTROL
 AE3001  ___________________________________________________________________
 AE3001* NAD 83(1997)-  34 42 11.25490(N)    092 10 35.08034(W)     ADJUSTED  
 AE3001* NAVD 88     -        73.4    (meters)     241.     (feet)  GPS OBS   
 AE3001  ___________________________________________________________________
 AE3001  X           -    -199,349.016 (meters)                     COMP
 AE3001  Y           -  -5,245,499.194 (meters)                     COMP
 AE3001  Z           -   3,610,866.373 (meters)                     COMP
 AE3001  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AE3001  ELLIP HEIGHT-          46.84  (meters)          (09/21/01) GPS OBS
 AE3001  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AE3001
 AE3001  HORZ ORDER  -  B
 AE3001  ELLP ORDER  -  FOURTH    CLASS II
 AE3001
 AE3001.The horizontal coordinates were established by GPS observations
 AE3001.and adjusted by the National Geodetic Survey in September 1997..
 AE3001
 AE3001.The orthometric height was determined by GPS observations and a
 AE3001.high-resolution geoid model.
 AE3001
 AE3001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3001
 AE3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3001
 AE3001.The ellipsoidal height was determined by GPS observations
 AE3001.and is referenced to NAD 83.
 AE3001
 AE3001.The geoid height was determined by GEOID03.
 AE3001
 AE3001;                    North         East     Units Scale Factor Converg.
 AE3001;SPC AR S     -   625,888.970   383,838.024   MT  0.99998645   -0 05 55.4
 AE3001;SPC AR S     - 2,053,437.40  1,259,308.58   sFT  0.99998645   -0 05 55.4
 AE3001;UTM  15      - 3,840,430.352   575,425.185   MT  0.99967012   +0 28 08.1
 AE3001
 AE3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3001!SPC AR S     -   0.99999265  x   0.99998645  =   0.99997910
 AE3001!UTM  15      -   0.99999265  x   0.99967012  =   0.99966277
 AE3001
 AE3001:                Primary Azimuth Mark                     Grid Az
 AE3001:SPC AR S     -  PAGIS 2001                               343 38 11.7
 AE3001:UTM  15      -  PAGIS 2001                               343 04 08.2
 AE3001
 AE3001|---------------------------------------------------------------------|
 AE3001| PID    Reference Object                     Distance      Geod. Az  |
 AE3001|                                                           dddmmss.s |
 AE3001| AE3003 PAGIS 2001                          APPROX. 1.4 KM 3433216.3 |
 AE3001|---------------------------------------------------------------------|
 AE3001
 AE3001                          SUPERSEDED SURVEY CONTROL
 AE3001
 AE3001  ELLIP H (09/19/97)   46.84   (m)                       GP(       ) 4 1
 AE3001
 AE3001.Superseded values are not recommended for survey control.
 AE3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3001.See file dsdata.txt to determine how the superseded data were derived.
 AE3001
 AE3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7542540430(NAD 83)
 AE3001_MARKER: DD = SURVEY DISK
 AE3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3001_STAMPING: PAGIS-1001 1990 GPS
 AE3001_MARK LOGO: AR2320
 AE3001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3001+STABILITY: SURFACE MOTION
 AE3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3001+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 AE3001
 AE3001  HISTORY     - Date     Condition        Report By
 AE3001  HISTORY     - 1990     MONUMENTED       AR2320
 AE3001  HISTORY     - 19970211 GOOD             NGS
 AE3001  HISTORY     - 19980801 GOOD             NRCS
 AE3001
 AE3001                          STATION DESCRIPTION
 AE3001
 AE3001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE3001'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 30 AND
 AE3001'440 IN LITTLE ROCK, GO EAST ON INTERSTATE HIGHWAY 440 FOR ABOUT 7.3 KM
 AE3001'(4.55 MI), THEN TURN SOUTH ON FOURCHE DAM PIKE AND GO 0.9 KM (0.55 MI)
 AE3001'TO FRAZIER PIKE ROAD.  TURN LEFT AND GO EAST, THEN SOUTH FOR 3.7 KM
 AE3001'(2.30 MI) TO THE ENTRANCE ROAD TO THE FOURCHE SEWAGE TREATMENT PLANT
 AE3001'(BIRDWELL DRIVE).  THE STATION IS IN THE NORTHEAST CORNER OF THE
 AE3001'INTERSECTION OF FRAZIER PIKE ROAD AND THE ENTRANCE TO THE FOURCHE
 AE3001'SEWAGE TREATMENT PLANT, APPROXIMATELY 20.4 METERS (66.9 FT) FROM THE
 AE3001'CENTERLINE OF THE ENTRANCE ROAD AND 31.2 METERS (102.4 FT) FROM THE
 AE3001'CENTERLINE OF FRAZIER PIKE ROAD.  FOR ADDITIONAL INFORMATION CONTACT
 AE3001'PAUL WALLA, ASPS, PHONE 501-756-2772.
 AE3001
 AE3001                          STATION RECOVERY (1998)
 AE3001
 AE3001'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 AE3001'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3002 ***********************************************************************
 AE3002  CBN         -  This is a Cooperative Base Network Control Station.
 AE3002  DESIGNATION -  PAGIS 1004
 AE3002  PID         -  AE3002
 AE3002  STATE/COUNTY-  AR/PULASKI
 AE3002  USGS QUAD   -  LITTLE ROCK (1966)
 AE3002
 AE3002                         *CURRENT SURVEY CONTROL
 AE3002  ___________________________________________________________________
 AE3002* NAD 83(1997)-  34 44 43.60919(N)    092 20 05.25631(W)     ADJUSTED  
 AE3002* NAVD 88     -       112.5    (meters)     369.     (feet)  GPS OBS   
 AE3002  ___________________________________________________________________
 AE3002  X           -    -213,740.681 (meters)                     COMP
 AE3002  Y           -  -5,242,288.030 (meters)                     COMP
 AE3002  Z           -   3,614,747.378 (meters)                     COMP
 AE3002  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AE3002  ELLIP HEIGHT-          85.89  (meters)          (09/21/01) GPS OBS
 AE3002  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AE3002
 AE3002  HORZ ORDER  -  B
 AE3002  ELLP ORDER  -  FOURTH    CLASS II
 AE3002
 AE3002.The horizontal coordinates were established by GPS observations
 AE3002.and adjusted by the National Geodetic Survey in September 1997..
 AE3002
 AE3002.The orthometric height was determined by GPS observations and a
 AE3002.high-resolution geoid model.
 AE3002
 AE3002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3002
 AE3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3002
 AE3002.The ellipsoidal height was determined by GPS observations
 AE3002.and is referenced to NAD 83.
 AE3002
 AE3002.The geoid height was determined by GEOID03.
 AE3002
 AE3002;                    North         East     Units Scale Factor Converg.
 AE3002;SPC AR S     -   630,619.994   369,343.173   MT  0.99999534   -0 11 14.6
 AE3002;SPC AR S     - 2,068,959.10  1,211,753.39   sFT  0.99999534   -0 11 14.6
 AE3002;UTM  15      - 3,845,016.151   560,889.067   MT  0.99964569   +0 22 44.9
 AE3002
 AE3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3002!SPC AR S     -   0.99998652  x   0.99999534  =   0.99998186
 AE3002!UTM  15      -   0.99998652  x   0.99964569  =   0.99963221
 AE3002
 AE3002                          SUPERSEDED SURVEY CONTROL
 AE3002
 AE3002  ELLIP H (09/19/97)   85.88   (m)                       GP(       ) 4 1
 AE3002
 AE3002.Superseded values are not recommended for survey control.
 AE3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3002.See file dsdata.txt to determine how the superseded data were derived.
 AE3002
 AE3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6088945016(NAD 83)
 AE3002_MARKER: DD = SURVEY DISK
 AE3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3002_STAMPING: PAGIS-1004 1990 GPS
 AE3002_MARK LOGO: AR2320
 AE3002_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3002+STABILITY: SURFACE MOTION
 AE3002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3002+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1997
 AE3002
 AE3002  HISTORY     - Date     Condition        Report By
 AE3002  HISTORY     - 1990     MONUMENTED       AR2320
 AE3002  HISTORY     - 19970415 GOOD             NGS
 AE3002  HISTORY     - 20010511 POOR             ARHD
 AE3002
 AE3002                          STATION DESCRIPTION
 AE3002
 AE3002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE3002'THE STATION IS LOCATED IN CENTRAL LITTLE ROCK, IN THE NORTHWEST
 AE3002'QUADRANT OF FAIR PARK BOULEVARD AND INTERSTATE HIGHWAY 630, NEAR THE
 AE3002'SOUTHWEST SIDE OF THE ZOO.  TO REACH THE STATION FROM THE JUNCTION OF
 AE3002'INTERSTATE HIGHWAYS 430 AND 630, ON THE WEST SIDE OF LITTLE ROCK, GO
 AE3002'EAST ON INTERSTATE 630 FOR 3.2 M (10.5 FT) TO EXIT 4, FAIR PARK
 AE3002'BOULEVARD.  FOLLOW OFF RAMP FOR 0.05 MI (0.08 KM) TO FAIR PARK
 AE3002'BOULEVARD.  TURN LEFT, NORTH ON FAIR PARK BOULEVARD FOR 0.05 MI (0.08
 AE3002'KM) TO THE STATION ON THE LEFT.  THE STATION IS 96.3 FT (29.4 M)
 AE3002'SOUTH-SOUTHEAST OF THE SOUTH EDGE OF THE SOUTH CURB OF THE ENTRANCE
 AE3002'RAMP TO WESTBOUND INTERSTATE HIGHWAY 630, 54.0 FT (16.5 M)
 AE3002'WEST-NORTHWEST OF THE NORTH END OF THE WEST CONCRETE BRIDGE GUARDRAIL,
 AE3002'48.6 FT (14.8 M) WEST OF THE WEST EDGE OF THE WEST CURB OF FAIR PARK
 AE3002'BOULEVARD, 34.3 FT (10.5 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AE3002'A 4 FT (1.2 M) BY 6 FT (1.8 M) CONCRETE SLAB FOR AN ELECTRIC JUNCTION
 AE3002'BOX, 28.4 FT (8.7 M) EAST-SOUTHEAST FROM A 12-CM PINE TREE AND 2.8 FT
 AE3002'(0.9 M) NORTH OF A METAL WITNESS POST AND FIBERGLASS WITNESS POST.
 AE3002'THE STATION IS A ALUMINUM DISK SET INTO THE TOP OF A 5-INCH ROUND
 AE3002'CONCRETE POST FLUSH WITH THE GROUND.
 AE3002
 AE3002                          STATION RECOVERY (2001)
 AE3002
 AE3002'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2001 (DKC)
 AE3002'THE FIBERGLASS STAKE IS LYING ON THE GROUND NEAR THE RECESSED 5 INCH
 AE3002'CONCRETE, THE STEEL ROD WAS EITHER BENT DOWN INTO THE GROUND OR IS
 AE3002'GONE. PAGIS 1004 STATION WAS DISCOVERED THAT THE FIBERGLASS WITNESS
 AE3002'STAKE, THE STEEL WITNESS STAKE, CONCRETE MONUMENT AND DISK HAVE BEEN
 AE3002'BADLY DAMAGED/DESTROYED.
 AE3002' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3003 ***********************************************************************
 AE3003  CBN         -  This is a Cooperative Base Network Control Station.
 AE3003  DESIGNATION -  PAGIS 2001
 AE3003  PID         -  AE3003
 AE3003  STATE/COUNTY-  AR/PULASKI
 AE3003  USGS QUAD   -  SWEET HOME (1986)
 AE3003
 AE3003                         *CURRENT SURVEY CONTROL
 AE3003  ___________________________________________________________________
 AE3003* NAD 83(1997)-  34 42 54.12832(N)    092 10 50.42291(W)     ADJUSTED  
 AE3003* NAVD 88     -        77.6    (meters)     255.     (feet)  GPS OBS   
 AE3003  ___________________________________________________________________
 AE3003  X           -    -199,710.697 (meters)                     COMP
 AE3003  Y           -  -5,244,736.051 (meters)                     COMP
 AE3003  Z           -   3,611,954.832 (meters)                     COMP
 AE3003  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AE3003  ELLIP HEIGHT-          51.03  (meters)          (09/21/01) GPS OBS
 AE3003  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AE3003
 AE3003  HORZ ORDER  -  B
 AE3003  ELLP ORDER  -  FOURTH    CLASS II
 AE3003
 AE3003.The horizontal coordinates were established by GPS observations
 AE3003.and adjusted by the National Geodetic Survey in September 1997..
 AE3003
 AE3003.The orthometric height was determined by GPS observations and a
 AE3003.high-resolution geoid model.
 AE3003
 AE3003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3003
 AE3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3003
 AE3003.The ellipsoidal height was determined by GPS observations
 AE3003.and is referenced to NAD 83.
 AE3003
 AE3003.The geoid height was determined by GEOID03.
 AE3003
 AE3003;                    North         East     Units Scale Factor Converg.
 AE3003;SPC AR S     -   627,210.792   383,449.907   MT  0.99998889   -0 06 04.0
 AE3003;SPC AR S     - 2,057,774.07  1,258,035.24   sFT  0.99998889   -0 06 04.0
 AE3003;UTM  15      - 3,841,747.844   575,024.119   MT  0.99966937   +0 27 59.8
 AE3003
 AE3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3003!SPC AR S     -   0.99999199  x   0.99998889  =   0.99998088
 AE3003!UTM  15      -   0.99999199  x   0.99966937  =   0.99966136
 AE3003
 AE3003:                Primary Azimuth Mark                     Grid Az
 AE3003:SPC AR S     -  PAGIS 1001                               163 38 11.6
 AE3003:UTM  15      -  PAGIS 1001                               163 04 07.8
 AE3003
 AE3003|---------------------------------------------------------------------|
 AE3003| PID    Reference Object                     Distance      Geod. Az  |
 AE3003|                                                           dddmmss.s |
 AE3003| AE3001 PAGIS 1001                          APPROX. 1.4 KM 1633207.6 |
 AE3003|---------------------------------------------------------------------|
 AE3003
 AE3003                          SUPERSEDED SURVEY CONTROL
 AE3003
 AE3003  ELLIP H (09/19/97)   51.04   (m)                       GP(       ) 4 1
 AE3003
 AE3003.Superseded values are not recommended for survey control.
 AE3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3003.See file dsdata.txt to determine how the superseded data were derived.
 AE3003
 AE3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7502441748(NAD 83)
 AE3003_MARKER: DD = SURVEY DISK
 AE3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3003_STAMPING: PAGIS-2001 1990 GPS
 AE3003_MARK LOGO: AR2320
 AE3003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3003+STABILITY: SURFACE MOTION
 AE3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3003+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 AE3003
 AE3003  HISTORY     - Date     Condition        Report By
 AE3003  HISTORY     - 1990     MONUMENTED       AR2320
 AE3003  HISTORY     - 19970211 GOOD             NGS
 AE3003  HISTORY     - 19980801 GOOD             NRCS
 AE3003
 AE3003                          STATION DESCRIPTION
 AE3003
 AE3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (MD)
 AE3003'TO REACH THE STATION FROM THE INTERSECTION OF FOURCHE DAM PIKE AND
 AE3003'LINDSEY DRIVE, GO EAST FOR APPROXIMATELY 0.50 MI (0.80 KM) ON LINDSEY
 AE3003'DRIVE.  THE STATION IS ON TOP OF LEVEE ON THE SOUTHEAST SIDE OF
 AE3003'LINDSEY DRIVE, APPROXIMATELY 38.8 FT (11.8 M) FROM THE CENTERLINE OF
 AE3003'LINDSEY DRIVE, APPROXIMATELY 91.8 FEET (28.0 M) EAST OF THE EAST
 AE3003'ENTRANCE TO THE MID-CONTINENT FUEL COMPANY INC. (8401 LINDSEY). FOR
 AE3003'ADDITIONAL INFORMATION CONTACT PAUL WALLA, ASPS, PHONE 501-756-2772.
 AE3003
 AE3003                          STATION RECOVERY (1998)
 AE3003
 AE3003'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 AE3003'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3004 ***********************************************************************
 AE3004  CBN         -  This is a Cooperative Base Network Control Station.
 AE3004  DESIGNATION -  PAGIS 2043
 AE3004  PID         -  AE3004
 AE3004  STATE/COUNTY-  AR/PULASKI
 AE3004  USGS QUAD   -  LITTLE ROCK (1966)
 AE3004
 AE3004                         *CURRENT SURVEY CONTROL
 AE3004  ___________________________________________________________________
 AE3004* NAD 83(1997)-  34 40 26.86509(N)    092 22 06.39314(W)     ADJUSTED  
 AE3004* NAVD 88     -        92.4    (meters)     303.     (feet)  GPS OBS   
 AE3004  ___________________________________________________________________
 AE3004  X           -    -217,004.872 (meters)                     COMP
 AE3004  Y           -  -5,246,646.426 (meters)                     COMP
 AE3004  Z           -   3,608,232.152 (meters)                     COMP
 AE3004  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AE3004  ELLIP HEIGHT-          65.88  (meters)          (09/21/01) GPS OBS
 AE3004  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AE3004
 AE3004  HORZ ORDER  -  B
 AE3004  ELLP ORDER  -  FOURTH    CLASS II
 AE3004
 AE3004.The horizontal coordinates were established by GPS observations
 AE3004.and adjusted by the National Geodetic Survey in September 1997..
 AE3004
 AE3004.The orthometric height was determined by GPS observations and a
 AE3004.high-resolution geoid model.
 AE3004
 AE3004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3004
 AE3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3004
 AE3004.The ellipsoidal height was determined by GPS observations
 AE3004.and is referenced to NAD 83.
 AE3004
 AE3004.The geoid height was determined by GEOID03.
 AE3004
 AE3004;                    North         East     Units Scale Factor Converg.
 AE3004;SPC AR S     -   622,719.065   366,233.482   MT  0.99998067   -0 12 22.4
 AE3004;SPC AR S     - 2,043,037.47  1,201,551.02   sFT  0.99998067   -0 12 22.4
 AE3004;UTM  15      - 3,837,087.619   557,858.622   MT  0.99964126   +0 21 33.5
 AE3004
 AE3004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3004!SPC AR S     -   0.99998966  x   0.99998067  =   0.99997033
 AE3004!UTM  15      -   0.99998966  x   0.99964126  =   0.99963092
 AE3004
 AE3004                          SUPERSEDED SURVEY CONTROL
 AE3004
 AE3004  ELLIP H (09/19/97)   65.86   (m)                       GP(       ) 4 1
 AE3004
 AE3004.Superseded values are not recommended for survey control.
 AE3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3004.See file dsdata.txt to determine how the superseded data were derived.
 AE3004
 AE3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5785937088(NAD 83)
 AE3004_MARKER: DD = SURVEY DISK
 AE3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3004_STAMPING: PAGIS-2043 1990 GPS
 AE3004_MARK LOGO: AR2320
 AE3004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3004+STABILITY: SURFACE MOTION
 AE3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3004+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1997
 AE3004
 AE3004  HISTORY     - Date     Condition        Report By
 AE3004  HISTORY     - 1990     MONUMENTED       AR2320
 AE3004  HISTORY     - 19970212 GOOD             NGS
 AE3004
 AE3004                          STATION DESCRIPTION
 AE3004
 AE3004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE3004'THE STATION IS LOCATED IN THE SOUTHWEST PART OF LITTLE ROCK, AT THE
 AE3004'SOUTHEAST CORNER OF PRODUCTION DRIVE AND INTERSTATE HIGHWAY 30 ACCESS
 AE3004'ROAD, IN PUBLIC RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 AE3004'INTERSECTION OF INTERSTATE HIGHWAY 30 AND BASELINE ROAD IN THE
 AE3004'SOUTHWEST PART OF LITTLE ROCK, GO NORTHEASTERLY ON THE SOUTH ACCESS
 AE3004'ROAD OF INTERSTATE HIGHWAY 30 FOR APPROXIMATELY 1.1 KM (0.70 MI) TO
 AE3004'THE STATION.  THE STATION IS APPROXIMATELY 13.7 METERS (44.9 FT) EAST
 AE3004'OF THE CENTERLINE OF PRODUCTION DRIVE, 16.2 METERS (53.1 FT) SOUTH OF
 AE3004'THE CENTERLINE OF THE SOUTH ACCESS ROAD FOR INTERSTATE HIGHWAY 30, IN
 AE3004'A GRASSY AREA APPROXIMATELY 15.2 METERS (49.9 FT) NORTHWEST OF THE
 AE3004'BUILDING LOCATED AT 9621 I-30.  FOR ADDITIONAL INFORMATION CONTACT
 AE3004'PAUL WALLA, ASPS, PHONE 501-765-2772.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3005 ***********************************************************************
 AE3005  CBN         -  This is a Cooperative Base Network Control Station.
 AE3005  DESIGNATION -  PAGIS 2074
 AE3005  PID         -  AE3005
 AE3005  STATE/COUNTY-  AR/PULASKI
 AE3005  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 AE3005
 AE3005                         *CURRENT SURVEY CONTROL
 AE3005  ___________________________________________________________________
 AE3005* NAD 83(1997)-  34 46 38.90115(N)    092 27 47.17134(W)     ADJUSTED  
 AE3005* NAVD 88     -       172.3    (meters)     565.     (feet)  GPS OBS   
 AE3005  ___________________________________________________________________
 AE3005  X           -    -225,394.905 (meters)                     COMP
 AE3005  Y           -  -5,239,821.285 (meters)                     COMP
 AE3005  Z           -   3,617,700.125 (meters)                     COMP
 AE3005  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AE3005  ELLIP HEIGHT-         145.45  (meters)          (09/21/01) GPS OBS
 AE3005  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AE3005
 AE3005  HORZ ORDER  -  B
 AE3005  ELLP ORDER  -  FOURTH    CLASS II
 AE3005
 AE3005.The horizontal coordinates were established by GPS observations
 AE3005.and adjusted by the National Geodetic Survey in September 1997..
 AE3005
 AE3005.The orthometric height was determined by GPS observations and a
 AE3005.high-resolution geoid model.
 AE3005
 AE3005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3005
 AE3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3005
 AE3005.The ellipsoidal height was determined by GPS observations
 AE3005.and is referenced to NAD 83.
 AE3005
 AE3005.The geoid height was determined by GEOID03.
 AE3005
 AE3005;                    North         East     Units Scale Factor Converg.
 AE3005;SPC AR S     -   634,218.535   357,610.071   MT  1.00000243   -0 15 33.1
 AE3005;SPC AR S     - 2,080,765.31  1,173,259.04   sFT  1.00000243   -0 15 33.1
 AE3005;UTM  15      - 3,848,497.355   549,125.244   MT  0.99962974   +0 18 22.5
 AE3005
 AE3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3005!SPC AR S     -   0.99997717  x   1.00000243  =   0.99997960
 AE3005!UTM  15      -   0.99997717  x   0.99962974  =   0.99960692
 AE3005
 AE3005                          SUPERSEDED SURVEY CONTROL
 AE3005
 AE3005  ELLIP H (09/19/97)  145.44   (m)                       GP(       ) 4 1
 AE3005
 AE3005.Superseded values are not recommended for survey control.
 AE3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3005.See file dsdata.txt to determine how the superseded data were derived.
 AE3005
 AE3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4912548497(NAD 83)
 AE3005_MARKER: DD = SURVEY DISK
 AE3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3005_STAMPING: PAGIS-2074 1990 GPS
 AE3005_MARK LOGO: AR2320
 AE3005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3005+STABILITY: SURFACE MOTION
 AE3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3005+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1997
 AE3005
 AE3005  HISTORY     - Date     Condition        Report By
 AE3005  HISTORY     - 1990     MONUMENTED       AR2320
 AE3005  HISTORY     - 19970212 GOOD             NGS
 AE3005
 AE3005                          STATION DESCRIPTION
 AE3005
 AE3005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE3005'THE STATION IS LOCATED IN THE WESTERN PART OF LITTLE ROCK, IN THE
 AE3005'GRASS MEDIAN OF CHENAL PARKWAY (PUBLIC STREET RIGHT-OF-WAY) BETWEEN
 AE3005'CHENAL VALLEY DR. AND CHENAL CLUB BLVD.  TO REACH THE STATION FROM THE
 AE3005'JUNCTION OF STATE HIGHWAY 10 AND CHENAL PARKWAY, GO SOUTH ON CHENAL
 AE3005'PARKWAY FOR APPROXIMATELY 4.9 KM (3.05 MI) TO THE STATION. THE STATION
 AE3005'IS IN THE CENTER GRASS MEDIAN APPROXIMATELY 10.7 METERS (35.1 FT) FROM
 AE3005'THE BACK OF THE NORTHERLY CURB OF CHENAL PARKWAY AND APPROXIMATELY
 AE3005'217.6 METERS (713.9 FT) NORTHWESTERLY FROM THE CENTERLINE OF CHENAL
 AE3005'VALLEY DRIVE.  FOR ADDITIONAL INFORMATION CONTACT PAUL WALLA, ASPS,
 AE3005'PHONE 501-756-2772.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1764 ***********************************************************************
 EJ1764  DESIGNATION -  PALARM
 EJ1764  PID         -  EJ1764
 EJ1764  STATE/COUNTY-  AR/PULASKI
 EJ1764  USGS QUAD   -  MAYFLOWER (1987)
 EJ1764
 EJ1764                         *CURRENT SURVEY CONTROL
 EJ1764  ___________________________________________________________________
 EJ1764* NAD 83(1997)-  34 53 55.03163(N)    092 26 22.05838(W)     ADJUSTED  
 EJ1764* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 EJ1764  ___________________________________________________________________
 EJ1764  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 EJ1764  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EJ1764
 EJ1764  HORZ ORDER  -  FIRST
 EJ1764
 EJ1764.The horizontal coordinates were established by classical geodetic methods
 EJ1764.and adjusted by the National Geodetic Survey in September 1999..
 EJ1764
 EJ1764.The orthometric height was scaled from a topographic map.
 EJ1764
 EJ1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1764
 EJ1764.The geoid height was determined by GEOID03.
 EJ1764
 EJ1764;                    North         East     Units Scale Factor Converg.
 EJ1764;SPC AR S     -   647,648.896   359,831.858   MT  1.00003209   -0 14 45.5
 EJ1764;SPC AR S     - 2,124,828.09  1,180,548.35   sFT  1.00003209   -0 14 45.5
 EJ1764;SPC AR N     -    62,804.001   359,832.875   MT  1.00000701   -0 15 20.6
 EJ1764;SPC AR N     -   206,049.46  1,180,551.69   sFT  1.00000701   -0 15 20.6
 EJ1764;UTM  15      - 3,861,943.821   551,213.434   MT  0.99963232   +0 19 14.5
 EJ1764
 EJ1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1764!SPC AR S     -   0.99998013  x   1.00003209  =   1.00001222
 EJ1764!SPC AR N     -   0.99998013  x   1.00000701  =   0.99998714
 EJ1764!UTM  15      -   0.99998013  x   0.99963232  =   0.99961246
 EJ1764
 EJ1764|---------------------------------------------------------------------|
 EJ1764| PID    Reference Object                     Distance      Geod. Az  |
 EJ1764|                                                           dddmmss.s |
 EJ1764| CY7063 PALARM RM 1                          23.230 METERS 14434     |
 EJ1764| CY7064 PALARM RM 2                          25.530 METERS 23330     |
 EJ1764| CY7062 PALARM AZ MK                                       3394817.7 |
 EJ1764| EJ1762 REYNOLDS 2                          APPROX. 9.1 KM 3410403.0 |
 EJ1764|---------------------------------------------------------------------|
 EJ1764
 EJ1764                          SUPERSEDED SURVEY CONTROL
 EJ1764
 EJ1764  NAD 83(1986)-  34 53 55.04616(N)    092 26 22.04711(W) AD(       ) 1
 EJ1764  NAD 27      -  34 53 54.72400(N)    092 26 21.48200(W) AD(       ) 1
 EJ1764
 EJ1764.Superseded values are not recommended for survey control.
 EJ1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1764.See file dsdata.txt to determine how the superseded data were derived.
 EJ1764
 EJ1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5121361944(NAD 83)
 EJ1764_MARKER: DS = TRIANGULATION STATION DISK
 EJ1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1764
 EJ1764  HISTORY     - Date     Condition        Report By
 EJ1764  HISTORY     - 1940     MONUMENTED       CGS
 EJ1764  HISTORY     - 1954     GOOD             AMS
 EJ1764  HISTORY     - 1967     GOOD             CGS
 EJ1764
 EJ1764                          STATION DESCRIPTION
 EJ1764
 EJ1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1764'STATION IS ABOUT 4 MILES S OF MAYFLOWER, 14-1/2 MILES NW
 EJ1764'OF LITTLE ROCK ON A PROMINENT TIMBERED RIDGE BETWEEN PALARM
 EJ1764'CREEK AND U.S. HIGHWAY 65 AND ABOUT 0.75 MILE E OF THE POINT
 EJ1764'OF RIDGE AT THE SITE OF AN OLD CHURCH BUILDING WHERE HIGHWAY
 EJ1764'65 TURNS N TOWARDS MAYFLOWER.
 EJ1764'
 EJ1764'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 EJ1764'SET IN CONCRETE AS DESCRIBED.
 EJ1764'
 EJ1764'STATION MARK IS 24 FEET NE OF TRIANGLE BLAZE ON TREE, 3.6
 EJ1764'FEET NE OF WHITE WITNESS POST, STAMPED PALARM 1940.
 EJ1764'
 EJ1764'REFERENCE MARK NO.1 IS 27 FEET NW OF WIRE FENCE WHICH RUNS
 EJ1764'ALONG THE CREST OF RIDGE, 2 FEET LOWER THAN STATION MARK
 EJ1764'AND STAMPED PALARM NO.1 1940.  REFERENCE MARK NO.2 IS 29
 EJ1764'FEET NW OF WIRE FENCE, 2 FEET LOWER THAN STATION MARK, STAMPED
 EJ1764'PALARM NO.2 1940.
 EJ1764'
 EJ1764'TO REACH THE AZIMUTH MARK FROM THE N END OF PALARM CREEK
 EJ1764'BRIDGE ON U.S. HIGHWAY 65 FOLLOW THE OLD BLACK-TOP HIGHWAY
 EJ1764'NW 0.4 MILE TO MARK ON RIGHT, 53 FEET E OF ROAD, 24 FEET
 EJ1764'SE OF FENCE CORNER, 1 FOOT S OF FENCE LINE, 3.8 FEET SE
 EJ1764'OF WHITE WITNESS POST AND STAMPED PALARM 1940.
 EJ1764'
 EJ1764'REACHED FROM MAYFLOWER BY GOING S ON U.S. HIGHWAY 65 FOR
 EJ1764'3.0 MILES TO PALARM CREEK BRIDGE, CROSS BRIDGE AND CONTINUE
 EJ1764'ON U.S. HIGHWAY 65 0.45 MILE TO OLD CHURCH BUILDING ON LEFT
 EJ1764'WHERE HIGHWAY 65 TURNS S, TURN SHARP INTO CHURCH YARD AND
 EJ1764'TAKE DIM TRACK ROAD LEADING UP THE HILL N (LEFT HAND ROAD)
 EJ1764'0.2 MILE TO WIRE GATE, PASS THROUGH GATE AND CONTINUE ON
 EJ1764'ROAD ALONG CREST OF RIDGE E 0.3 MILE TO OLD WELL AND PUMP
 EJ1764'STATION, CONTINUE ABOUT 0.5 MILE TO BLAZED TREE ON RIGHT SIDE
 EJ1764'OF ROAD, TURN SHARP RIGHT AND PROCEED CROSS COUNTRY ABOUT
 EJ1764'50 YARDS TO SUMMIT OF HILL AND STATION.
 EJ1764'
 EJ1764'A 64-FOOT TOWER.
 EJ1764
 EJ1764                          STATION RECOVERY (1954)
 EJ1764
 EJ1764'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 EJ1764'STATION WAS RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITIONS,
 EJ1764'TO REACH THE STATION FROM OLD CHURCH BUILDING.  IT CAN BE
 EJ1764'PACKED TO BY FOLLOWING OLD TRAIL.  THE QUICKEST WAY TO REACH
 EJ1764'THE STATION IS- GO TO OSCKERS LIQUOR STORE FROM THERE IT IS A
 EJ1764'TEN MINUTE PACK UP THE HILL.  NOTE- THE AZIMUTH MARK IS
 EJ1764'PROBABLY DESTROYED AND NOT VISIBLE FROM THE GROUND.
 EJ1764
 EJ1764                          STATION RECOVERY (1967)
 EJ1764
 EJ1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1764'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 EJ1764'IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT OF THE
 EJ1764'MARKS.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE
 EJ1764'FOUND.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EJ1764'
 EJ1764'THE STATION IS LOCATED ABOUT 14-1/2 MILES NORTHWEST OF LITTLE
 EJ1764'ROCK, 4 MILES SOUTH OF MAYFLOWER AND ON THE HIGHEST PART
 EJ1764'OF A PROMINENT TIMBER COVERED RIDGE BETWEEN PALARM CREEK
 EJ1764'AND STATE HIGHWAY 365.
 EJ1764'
 EJ1764'TO REACH FROM THE POST OFFICE IN MAYFLOWER, GO SOUTH ON
 EJ1764'STATE HIGHWAY 365 FOR 4.15 MILES TO THE PALARM CREEK BRIDGE.
 EJ1764'CONTINUE SOUTH ON THE HIGHWAY FOR 1.15 MILES TO A CONCRETE
 EJ1764'BLOCK BUILDING ON THE LEFT AND THE END OF TRUCK TRAVEL.
 EJ1764'FROM HERE PACK NORTH UP THE HILL FOR ABOUT 15 MINUTES TO THE
 EJ1764'HIGHEST POINT AND STATION.
 EJ1764'
 EJ1764'STATION MARK IS A STANDARD DISK, STAMPED PALARM 1940, SET IN
 EJ1764'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4
 EJ1764'INCHES.  IT IS ON THE HIGHEST PART OF THE HILL IN A CLEARED
 EJ1764'AREA, 15 FEET NORTH OF A 12 INCH OAK TREE WITH A TRIANGLE
 EJ1764'BLAZE ON THE NORTH SIDE.
 EJ1764'
 EJ1764'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PALARM NO 1
 EJ1764'1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 EJ1764'FLUSH WITH THE GROUND.  IT IS 24 FEET NORTHWEST OF A FENCE,
 EJ1764'19 FEET SOUTH OF A 5 INCH OAK TREE WITH A TRIANGLE BLAZE
 EJ1764'ON THE WEST SIDE, 8 FEET NORTHEAST OF AN 11 INCH OAK TREE
 EJ1764'WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND ABOUT 2 FEET
 EJ1764'LOWER THAN THE STATION.
 EJ1764'
 EJ1764'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PALARM NO 2
 EJ1764'1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 EJ1764'FLUSH WITH THE GROUND.  IT IS 27 FEET NORTHWEST OF A FENCE,
 EJ1764'15 FEET SOUTHEAST OF A 16 INCH OAK TREE WITH A TRIANGLE
 EJ1764'BLAZE ON THE EAST SIDE, 6 FEET NORTHWEST OF A 10 INCH OAK
 EJ1764'TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND ABOUT 2 FEET
 EJ1764'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0954 ***********************************************************************
 EH0954  DESIGNATION -  PALESTINE
 EH0954  PID         -  EH0954
 EH0954  STATE/COUNTY-  AR/ST FRANCIS
 EH0954  USGS QUAD   -  PALESTINE (1984)
 EH0954
 EH0954                         *CURRENT SURVEY CONTROL
 EH0954  ___________________________________________________________________
 EH0954* NAD 83(1997)-  34 58 15.93096(N)    090 54 38.67632(W)     ADJUSTED  
 EH0954* NAVD 88     -        65.011  (meters)     213.29   (feet)  ADJUSTED  
 EH0954  ___________________________________________________________________
 EH0954  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 EH0954  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0954  DYNAMIC HT  -          64.952 (meters)     213.10  (feet)  COMP
 EH0954  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 EH0954
 EH0954  HORZ ORDER  -  FIRST
 EH0954  VERT ORDER  -  FIRST     CLASS II
 EH0954
 EH0954.The horizontal coordinates were established by classical geodetic methods
 EH0954.and adjusted by the National Geodetic Survey in September 1999..
 EH0954
 EH0954.The orthometric height was determined by differential leveling
 EH0954.and adjusted by the National Geodetic Survey in June 1991..
 EH0954.WARNING-Repeat measurements at this control monument indicate possible
 EH0954.vertical movement.
 EH0954
 EH0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0954
 EH0954.The geoid height was determined by GEOID03.
 EH0954
 EH0954.The dynamic height is computed by dividing the NAVD 88
 EH0954.geopotential number by the normal gravity value computed on the
 EH0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0954.degrees latitude (g = 980.6199 gals.).
 EH0954
 EH0954.The modeled gravity was interpolated from observed gravity values.
 EH0954
 EH0954;                    North         East     Units Scale Factor Converg.
 EH0954;SPC AR N     -    71,304.559   499,468.452   MT  0.99999279   +0 38 01.8
 EH0954;SPC AR N     -   233,938.37  1,638,672.75   sFT  0.99999279   +0 38 01.8
 EH0954;SPC AR S     -   656,132.244   499,474.492   MT  1.00005199   +0 36 34.7
 EH0954;SPC AR S     - 2,152,660.54  1,638,692.56   sFT  1.00005199   +0 36 34.7
 EH0954;UTM  15      - 3,871,830.931   690,729.764   MT  1.00004836   +1 11 52.2
 EH0954
 EH0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0954!SPC AR N     -   0.99999403  x   0.99999279  =   0.99998682
 EH0954!SPC AR S     -   0.99999403  x   1.00005199  =   1.00004602
 EH0954!UTM  15      -   0.99999403  x   1.00004836  =   1.00004239
 EH0954
 EH0954|---------------------------------------------------------------------|
 EH0954| PID    Reference Object                     Distance      Geod. Az  |
 EH0954|                                                           dddmmss.s |
 EH0954| CY7065 PALESTINE RM                         19.195 METERS 16838     |
 EH0954| EH0946 MOON                                APPROX. 4.2 KM 2502706.5 |
 EH0954|---------------------------------------------------------------------|
 EH0954
 EH0954                          SUPERSEDED SURVEY CONTROL
 EH0954
 EH0954  NAD 83(1997)-  34 58 15.93602(N)    090 54 38.67420(W) AD(       ) 1
 EH0954  NAD 83(1986)-  34 58 15.93958(N)    090 54 38.67466(W) AD(       ) 1
 EH0954  NAD 27      -  34 58 15.60280(N)    090 54 38.25360(W) AD(       ) 1
 EH0954  NGVD 29 (??/??/??)   65.004  (m)          213.27   (f) ADJUSTED    1 2
 EH0954
 EH0954.Superseded values are not recommended for survey control.
 EH0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0954.See file dsdata.txt to determine how the superseded data were derived.
 EH0954
 EH0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9073071831(NAD 83)
 EH0954_MARKER: DS = TRIANGULATION STATION DISK
 EH0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0954_STAMPING: PALESTINE 1916 1920 BM
 EH0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0954+STABILITY: SURFACE MOTION
 EH0954
 EH0954  HISTORY     - Date     Condition        Report By
 EH0954  HISTORY     - 1916     MONUMENTED       CGS
 EH0954  HISTORY     - 1933     MARK NOT FOUND   CGS
 EH0954  HISTORY     - 1935     GOOD             CGS
 EH0954  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH0954  HISTORY     - 1954     GOOD             USE
 EH0954  HISTORY     - 1955     GOOD             CGS
 EH0954  HISTORY     - 1955     GOOD             CGS
 EH0954  HISTORY     - 20030331 MARK NOT FOUND   USACE
 EH0954
 EH0954                          STATION DESCRIPTION
 EH0954
 EH0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH0954'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH0954'RAILWAY, ABOUT 870 METERS (2,854 FEET) W OF PALESTINE RAILWAY
 EH0954'STATION, 6.15 METERS (20.18 FEET) N OF N RAIL OF MAIN TRACK,
 EH0954'5.20 METERS (17.1 FEET) S OF N FENCE LINE OF RIGHT-OF-WAY,
 EH0954'AND 12.89 METERS (42.3 FEET) E OF SWITCH STAND AT W END OF
 EH0954'PASSING TRACK.
 EH0954'
 EH0954'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 EH0954'SET IN CONCRETE.
 EH0954'
 EH0954'A STANDARD REFERENCE DISK SET IN CONCRETE, IS
 EH0954'0.6 METER (2 FEET) N OF S FENCE LINE OF RIGHT-OF-WAY, AND
 EH0954'19.195 METERS (62.98 FEET) FROM STATION, S 11 DEG 23 MIN E.
 EH0954'
 EH0954'STATION AND REFERENCE MARKS ARE STAMPED WITH NAME AND DATES
 EH0954'1916-1920.
 EH0954
 EH0954                          STATION RECOVERY (1933)
 EH0954
 EH0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 EH0954'STATION AND REFERENCE MARKS WERE REPORTED DESTROYED.
 EH0954
 EH0954                          STATION RECOVERY (1935)
 EH0954
 EH0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH0954'STATION RECOVERED IN GOOD CONDITION ABOUT 6 INCHES BELOW
 EH0954'GROUND SURFACE, 1.915 METERS (6.3 FEET) N OF N RAIL OF N
 EH0954'PASSING SWITCH TRACK, ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND
 EH0954'RAILROAD, 2843 FEET W OF PALESTINE RAILROAD STATION, 6.10 METERS
 EH0954'(20.00 FEET) N OF N RAIL OF MAIN TRACK.  5.20 METERS (17.1
 EH0954'FEET) S OF N FENCE LINE OF RIGHT-OF-WAY, (OLD SWITCH STAND
 EH0954'REFERRED TO IN ORIGINAL DESCRIPTIONS HAS BEEN MOVED), 22.03
 EH0954'METERS (72.27 FEET) SE OF 12TH TELEGRAPH POLE W OF MILEPOST
 EH0954'52, 26.535 M (87.04 FEET) SW OF 11TH TELEGRAPH POLE W OF
 EH0954'MILEPOST 52.
 EH0954'
 EH0954'REFERENCE MARK (1916) WAS DESTROYED BY TRACK CONSTRUCTION.
 EH0954'
 EH0954'REFERENCE MARK NO.1 (1935) IS A STANDARD BRONZE DISK SET
 EH0954'IN A 14- BY 14- BY 30-INCH CONCRETE PIER JUST N OF S FENCE
 EH0954'LINE ON RAILROAD RIGHT-OF-WAY 20.64 METERS (67.7 FEET) S
 EH0954'OF S RAIL 28.405 METERS (93.17 FEET) FROM STATION, S 29 DEG
 EH0954'40 MIN 43 SEC E.
 EH0954'
 EH0954'REFERENCE MARK NO.2 (1933) IS A STANDARD BENCH MARK DISK,
 EH0954'STAMPED B.M.-W30, SET IN A 0.95 FOOT SQUARE CONCRETE PIER,
 EH0954'3 INCHES ABOVE GROUND, JUST INSIDE S FENCE LINE OF RIGHT-OF-WAY
 EH0954'AND 69.8 FEET S OF S RAIL OF MAIN LINE TRACK 35.503 METERS
 EH0954'(123.43 FEET) FROM STATION, S 15 DEG 56 MIN 03 SEC W.
 EH0954'
 EH0954'REFERENCE MARK NO.2 IS 25.695 METERS (84.3 FEET) FROM REFERENCE
 EH0954'MARK NO.1.
 EH0954
 EH0954                          STATION RECOVERY (1954)
 EH0954
 EH0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EH0954'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THE ORIGINAL
 EH0954'STATION AND REFERENCE MARK, BUT NO EVIDENCE OF THEM COULD
 EH0954'BE FOUND AND THEY ARE DECLARED LOST AS REPORTED IN 1933.
 EH0954'
 EH0954'A NEW STATION PALESTINE 2 1953 WAS ESTABLISHED.
 EH0954
 EH0954                          STATION RECOVERY (1954)
 EH0954
 EH0954'RECOVERY NOTE BY US ENGINEERS 1954
 EH0954'LETTER OF CORPS OF ENGINEERS, MEMPHIS, TENN., DATED 18 AUGUST
 EH0954'1954-
 EH0954'
 EH0954'STATION PREVIOUSLY REPORTED DESTROYED WAS RECOVERED IN GOOD
 EH0954'CONDITION.
 EH0954
 EH0954                          STATION RECOVERY (1955)
 EH0954
 EH0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CS)
 EH0954'THE STATION IS LOCATED ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0954'RAILROAD, ABOUT 0.55 MILE SOUTHWEST OF THE STATION SIGN
 EH0954'AND ROAD CROSSING AT PALESTINE, ABOUT 0.3 MILE SOUTHWEST OF
 EH0954'MILE POLE 52, 88 FEET SOUTHWEST OF THE 11TH TELEPHONE POLE
 EH0954'SOUTHWEST OF MILE POLE, 72-1/2 FEET NORTHEAST OF THE 12TH
 EH0954'TELEPHONE POLE SOUTHWEST OF MILE POLE, 6.3 FEET NORTHWEST
 EH0954'OF NORTHWEST RAIL OF A SIDE TRACK, 20 FEET NORTHWEST OF
 EH0954'NORTHWEST RAIL OF MAIN TRACK, 26-1/2 FEET SOUTHEAST OF A
 EH0954'FENCE LINE, 146 FEET NORTH-NORTHEAST AND ACROSS TRACKS FROM
 EH0954'TELEPHONE POLE NO. 2255, 76-1/2 FEET NORTHWEST AND ACROSS
 EH0954'TRACKS FROM TELEPHONE POLE NO. 2254, ABOUT 3 FEET BELOW
 EH0954'LEVEL OF MAIN TRACK, ABOUT 1-1/2 FEET BELOW LEVEL OF SIDE
 EH0954'TRACK, IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES
 EH0954'UNDERGROUND, AND STAMPED PALESTINE 1916 1920 BM.
 EH0954'
 EH0954'R.M. NO. 1 AND R.M. NO. 2 WERE NOT RECOVERED.  THE REMAINS
 EH0954'OF CONCRETE POSTS WITH NO DISKS WERE FOUND AT MEASURED
 EH0954'DISTANCES AND MARKS ARE APPARENTLY DESTROYED.
 EH0954
 EH0954                          STATION RECOVERY (1955)
 EH0954
 EH0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH0954'0.55 MI SW FROM PALESTINE.
 EH0954'ABOUT 0.55 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0954'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0954'0.3 MILE SOUTHWEST OF MILE POLE 52, 88 FEET SOUTHWEST OF THE 11TH
 EH0954'TELEPHONE POLE SOUTHWEST OF MILE POLE, 72 1/2 FEET NORTHEAST OF THE
 EH0954'12TH TELEPHONE POLE SOUTHWEST OF MILE POLE, 6.3 FEET NORTHWEST OF
 EH0954'NORTHWEST RAIL OF A SIDE TRACK, 20 FEET NORTHWEST OF NORTHWEST RAIL OF
 EH0954'MAIN TRACK, 26 1/2 FEET SOUTHEAST OF A FENCE LINE, 146 FEET
 EH0954'NORTH-NORTHEAST AND ACROSS TRACKS FROM TELEPHONE POLE NO. 2255, 76 1/2
 EH0954'FEET NORTHWEST AND ACROSS TRACKS FROM TELEPHONE POLE NO. 2254, ABOUT 3
 EH0954'FEET BELOW LEVEL OF MAIN TRACK, ABOUT 1 1/2 FEET BELOW LEVEL OF SIDE
 EH0954'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES
 EH0954'UNDERGROUND.
 EH0954
 EH0954                          STATION RECOVERY (2003)
 EH0954
 EH0954'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2896 ***********************************************************************
 EH2896  DESIGNATION -  PALESTINE 2 RESET
 EH2896  PID         -  EH2896
 EH2896  STATE/COUNTY-  AR/ST FRANCIS
 EH2896  USGS QUAD   -  PALESTINE (1984)
 EH2896
 EH2896                         *CURRENT SURVEY CONTROL
 EH2896  ___________________________________________________________________
 EH2896* NAD 83(1997)-  34 58 16.40110(N)    090 54 31.90630(W)     ADJUSTED  
 EH2896* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 EH2896  ___________________________________________________________________
 EH2896  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 EH2896  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2896
 EH2896  HORZ ORDER  -  FIRST
 EH2896
 EH2896.The horizontal coordinates were established by classical geodetic methods
 EH2896.and adjusted by the National Geodetic Survey in September 1999..
 EH2896
 EH2896.The orthometric height was scaled from a topographic map.
 EH2896
 EH2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2896
 EH2896.The geoid height was determined by GEOID03.
 EH2896
 EH2896;                    North         East     Units Scale Factor Converg.
 EH2896;SPC AR N     -    71,320.947   499,640.013   MT  0.99999277   +0 38 05.8
 EH2896;SPC AR N     -   233,992.14  1,639,235.61   sFT  0.99999277   +0 38 05.8
 EH2896;SPC AR S     -   656,148.561   499,646.070   MT  1.00005203   +0 36 38.5
 EH2896;SPC AR S     - 2,152,714.07  1,639,255.48   sFT  1.00005203   +0 36 38.5
 EH2896;UTM  15      - 3,871,849.008   690,901.164   MT  1.00004917   +1 11 56.1
 EH2896
 EH2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2896!SPC AR N     -   0.99999403  x   0.99999277  =   0.99998680
 EH2896!SPC AR S     -   0.99999403  x   1.00005203  =   1.00004606
 EH2896!UTM  15      -   0.99999403  x   1.00004917  =   1.00004320
 EH2896
 EH2896:                Primary Azimuth Mark                     Grid Az
 EH2896:SPC AR N     -  FORREST CITY MUNICIPAL TANK              066 36 30.1
 EH2896:SPC AR S     -  FORREST CITY MUNICIPAL TANK              066 37 57.4
 EH2896:UTM  15      -  FORREST CITY MUNICIPAL TANK              066 02 39.8
 EH2896
 EH2896|---------------------------------------------------------------------|
 EH2896| PID    Reference Object                     Distance      Geod. Az  |
 EH2896|                                                           dddmmss.s |
 EH2896| FF2086 FORREST CITY MUNICIPAL TANK         APPROX.13.5 KM 0671435.9 |
 EH2896| FF2084 FORREST CITY ST FRANCIS CTHSE       APPROX.12.2 KM 0702023.8 |
 EH2896| FF2085 FORREST CITY FED COMP NW TK         APPROX.11.2 KM 0703351.0 |
 EH2896| FF2087 FORREST CITY FED COMP SE TK         APPROX.11.6 KM 0732149.0 |
 EH2896| EH2879 PALESTINE ARK PWR AND LT CO TK      APPROX. 3.4 KM 0735036.4 |
 EH2896| EH2880 ARKANSAS ST POLICE W RAD MAST       APPROX. 6.8 KM 0742925.5 |
 EH2896| EH2886 FORREST CITY RAD STA KXJK MAST      APPROX. 4.8 KM 0761224.9 |
 EH2896| EH2882 FORREST CITY ARK PWR CO MAST        APPROX.12.3 KM 0843939.2 |
 EH2896| EH2884 AIRWAY BN 39 S OF FORREST CITY      APPROX.11.2 KM 1043332.1 |
 EH2896| CY7066 PALESTINE 2 AZ MK                                  1165017.2 |
 EH2896| CY7067 PALESTINE 2 RM 3                     33.801 METERS 25026     |
 EH2896| EH0954 PALESTINE                           172.343 METERS 26511     |
 EH2896| CY7069 PALESTINE 2 RM 5                     40.112 METERS 28235     |
 EH2896| CY7068 PALESTINE 2 RM 4                     25.052 METERS 35102     |
 EH2896| CY7070 PALESTINE 2 RM 6                     22.735 METERS 35700     |
 EH2896|---------------------------------------------------------------------|
 EH2896
 EH2896                          SUPERSEDED SURVEY CONTROL
 EH2896
 EH2896  NAD 83(1997)-  34 58 16.40615(N)    090 54 31.90418(W) AD(       ) 1
 EH2896  NAD 83(1986)-  34 58 16.40972(N)    090 54 31.90468(W) AD(       ) 1
 EH2896  NAD 27      -  34 58 16.07350(N)    090 54 31.48380(W) AD(       ) 1
 EH2896
 EH2896.Superseded values are not recommended for survey control.
 EH2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2896.See file dsdata.txt to determine how the superseded data were derived.
 EH2896
 EH2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9090171849(NAD 83)
 EH2896_MARKER: DS = TRIANGULATION STATION DISK
 EH2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2896
 EH2896  HISTORY     - Date     Condition        Report By
 EH2896  HISTORY     - 1953     MONUMENTED       CGS
 EH2896  HISTORY     - 1957     GOOD             CGS
 EH2896  HISTORY     - 1965     SEE DESCRIPTION  CGS
 EH2896
 EH2896                          STATION DESCRIPTION
 EH2896
 EH2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2896'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF THE SMALL
 EH2896'SETTLEMENT OF PALESTINE, 87 FEET NORTHWEST OF THE NORTHWEST
 EH2896'CORNER OF A HOUSE AND 33 FEET SOUTH OF THE CENTER OF A DIRT
 EH2896'ROAD.  IT IS STAMPED PALESTINE 2 1953 AND PROJECTS 3 INCHES.
 EH2896'
 EH2896'R.M. NO. 3 IS 37 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 EH2896'PROJECTS 4 INCHES AND IS STAMPED PALESTINE 2 NO 3 1953.
 EH2896'
 EH2896'R.M. NO. 4 IS ACROSS THE ROAD FROM THE STATION, 46 FEET NORTH
 EH2896'OF THE CENTER OF A DIRT ROAD, 38.5 FEET SOUTH OF THE SOUTH
 EH2896'RAIL OF A RAILROAD TRACK AND 10 FEET NORTHWEST OF A TELEPHONE
 EH2896'POLE.  IT PROJECTS 4 INCHES AND IS STAMPED PALESTINE 2
 EH2896'NO 4 1953.
 EH2896'
 EH2896'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 149.78
 EH2896'FEET.
 EH2896'
 EH2896'THE AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 EH2896'70, 95 FEET WEST OF THE CENTER OF A DRIVEWAY, 45 FEET NORTH
 EH2896'OF THE CENTER OF U. S. HIGHWAY 70, 3.5 FEET NORTH OF A POWERLINE
 EH2896'POLE AND 2.5 FEET WEST OF A WITNESS POST.  IT IS SET FLUSH
 EH2896'AND IS STAMPED PALESTINE 2 1953.
 EH2896'
 EH2896'TO REACH THE STATION FROM THE POST OFFICE IN PALESTINE GO
 EH2896'SOUTH ACROSS THE RAILROAD TRACKS FOR 0.05 MILE TO A GRAVELED
 EH2896'ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.25 MILE TO A T-ROAD
 EH2896'LEFT, CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR 0.15 MILE
 EH2896'TO THE STATION ON THE LEFT AS DESCRIBED.
 EH2896'
 EH2896'TO REACH THE AZIMUTH MARK FROM THE RAILROAD TRACKS JUST
 EH2896'SOUTH OF THE POST OFFICE IN PALESTINE GO SOUTH ON A WINDING
 EH2896'GRAVELED STREET FOR 0.3 MILE TO THE JUNCTION WITH U. S.
 EH2896'HIGHWAY 70, TURN RIGHT ON U. S. HIGHWAY 70 FOR 0.2 MILE TO
 EH2896'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 EH2896'
 EH2896'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH2896
 EH2896                          STATION RECOVERY (1957)
 EH2896
 EH2896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EH2896'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EH2896
 EH2896                          STATION RECOVERY (1965)
 EH2896
 EH2896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2896'THE STATION, REFERENCE MARKS 3, 4, THE AZIMUTH MARK AND
 EH2896'PALESTINE 1916 1920 WERE RECOVERED.  THE SURFACE MONUMENT OF
 EH2896'THE STATION WAS LOWERED AT THIS TIME AT THE REQUEST OF THE
 EH2896'PROPERTY OWNER.  THE DISTANCE AND DIRECTION TO REFERENCE
 EH2896'MARK NO. 3 CHECKED, BUT THE MONUMENT WAS IN AN OPEN COTTEN
 EH2896'FIELD, AND WAS DESTROYED AT THIS TIME AT THE REQUEST OF THE
 EH2896'PROPERTY OWNER.  THE TOP OF THE MONUMENT OF REFERENCE MARK
 EH2896'NO. 4 WAS FOUND BROKEN OFF, THE STEM OF THE DISK WAS STILL
 EH2896'IN TACK, THE DISTANCE CHECKED, BUT THE DIRECTION DID NOT
 EH2896'CHECK BY 2 MINUTES AND 48 SECONDS.  THIS MONUMENT WAS
 EH2896'DESTROYED AT THIS TIME.  THE DISTANCE AND DIRECTION TO THE
 EH2896'AZIMUTH MARK CHECKED.  THE DISTANCE TO PALESTINE 1916
 EH2896'1920 CHECKED, BUT THE DIRECTION DID NOT CHECK BY 17.4
 EH2896'SECONDS.
 EH2896'
 EH2896'TWO NEW REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A
 EH2896'NEW DESCRIPTION FOLLOWS-
 EH2896'
 EH2896'THE STATION IS LOCATED IN THE NORTH EDGE OF A COTTEN FIELD,
 EH2896'ALONG THE SOUTH SIDE OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2896'RAILROAD TRACK, 0.5 MILE WEST OF THE SMALL SETTLEMENT OF
 EH2896'PALESTINE, AND ON THE PROPERTY OF MR. WILLIS NORRINGTON.
 EH2896'
 EH2896'TO REACH THE STATION FROM THE POST OFFICE IN PALESTINE,
 EH2896'GO SOUTH ACROSS THE RAILROAD TRACKS FOR 0.05 MILE TO A CROSSROAD.
 EH2896'TURN RIGHT AND GO SOUTHWEST ON A PAVED ROAD ALONG THE SOUTH
 EH2896'SIDE OF THE RAILROAD TRACK FOR 0.25 MILE TO A SIDE ROAD LEFT,
 EH2896'A RAILROAD TRESTLE ON THE RIGHT.  CONTINUE AHEAD ON A GRAVELED
 EH2896'ROAD FOR 0.15 MILE TO A FRAMED HOUSE ON THE LEFT AND THE
 EH2896'STATION ON THE LEFT.
 EH2896'
 EH2896'STATION MARKS ARE STANDARD DISKS STAMPED PALESTINE 2 1953
 EH2896'1965.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT
 EH2896'WHICH IS 14 INCHES UNDERGROUND.  IT IS 119 FEET SOUTHEAST
 EH2896'OF THE SOUTH RAIL OF THE RAILROAD TRACK, 92 FEET WEST OF
 EH2896'THE WEST CORNER OF THE FRAMED HOUSE, 62 FEET SOUTHWEST OF
 EH2896'A FENCE CORNER, 36 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED
 EH2896'ROAD, AND 7 FEET SOUTHEAST OF A WIRE FENCE.  THE UNDERGROUND
 EH2896'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW
 EH2896'THE SURFACE OF THE GROUND.
 EH2896'
 EH2896'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED PALESTINE 2
 EH2896'NO 5 1953 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH
 EH2896'PROJECTS 5 INCHES.  IT IS 49 FEET SOUTHEAST OF THE SOUTH
 EH2896'RAIL OF THE RAILROAD TRACK, 34 FEET NORTHWEST OF THE CENTER
 EH2896'OF THE GRAVELED ROAD, AND 1 FOOT SOUTHEAST OF A TELEPHONE
 EH2896'POLE.
 EH2896'
 EH2896'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED PALESTINE 2 NO
 EH2896'6 1953 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2896'3 INCHES.  IT IS 47.6 FEET SOUTHEAST OF THE SOUTH RAIL OF
 EH2896'THE RAILROAD TRACK, 34 FEET NORTHWEST OF THE CENTER OF THE
 EH2896'GRAVELED ROAD, AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE.
 EH2896'
 EH2896'AZIMUTH MARK, A STANDARD DISK STAMPED PALESTINE 2 1953,
 EH2896'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2896'SURFACE OF THE GROUND.  IT IS 73 FEET SOUTH-SOUTHEAST OF THE
 EH2896'SOUTHEAST CORNER OF A GARAGE ON THE EAST SIDE OF A YELLOW
 EH2896'BRICK HOUSE, 54 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 EH2896'70, 24 FEET EAST OF THE CENTER OF A DRIVEWAY, 3.2 FEET NORTH
 EH2896'OF A TELEPHONE POLE NUMBER 112, 2.5 FEET NORTHWEST OF A
 EH2896'WHITE WOODEN WITNESS POST.
 EH2896'
 EH2896'PALESTINE 1916 1920, IS A STANDARD STATION MARK DISK STAMPED
 EH2896'PALESTINE BM 1916 1920.  THE SURFACE DISK IS SET IN A SQUARE
 EH2896'CONCRETE MONUMENT WHICH IS 4 INCHES UNDERGROUND.  IT IS
 EH2896'87 FEET SOUTHWEST OF A TELEPHONE POLE, 72 FEET EAST OF A
 EH2896'TELEPHONE POLE, 67 FEET EAST OF A T-FENCE CORNER, 25 FEET
 EH2896'SOUTHEAST OF A WIRE FENCE, AND 6.2 FEET NORTHWEST OF THE
 EH2896'NORTH RAIL OF THE NORTH TRACK OF THE CHICAGO, ROCK ISLAND
 EH2896'AND PACIFIC RAILROAD.  THE UNDERGROUND DISK WAS NOT INSPECTED
 EH2896'AT THIS TIME.
 EH2896'
 EH2896'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN PALESTINE,
 EH2896'GO SOUTH ON A WINDING STREET FOR 0.35 MILE TO THE JUNCTION
 EH2896'WITH U.S. HIGHWAY 70.  TURN RIGHT AND GO SOUTHWEST ON HIGHWAY
 EH2896'70 FOR 0.15 MILE TO A YELLOW BRICK HOUSE ON THE RIGHT AND
 EH2896'THE AZIMUTH MARK ON THE RIGHT.
 EH2896'
 EH2896'NOTE- REFERENCE MARK NO.6 MEASURED PULLING 5 KG. TAPE TENSION.
 EH2896'
 EH2896'NOTE- REFERENCE MARK NO.5 MEASURED PULLING 7 KG. TAPE TENSION.
 EH2896'
 EH2896'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2879 ***********************************************************************
 EH2879  DESIGNATION -  PALESTINE ARK PWR AND LT CO TK
 EH2879  PID         -  EH2879
 EH2879  STATE/COUNTY-  AR/ST FRANCIS
 EH2879  USGS QUAD   -  HAYNES (1992)
 EH2879
 EH2879                         *CURRENT SURVEY CONTROL
 EH2879  ___________________________________________________________________
 EH2879* NAD 83(1997)-  34 58 47.33681(N)    090 52 22.08603(W)     ADJUSTED  
 EH2879* NAVD 88     -                                                        
 EH2879  ___________________________________________________________________
 EH2879  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 EH2879  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH2879
 EH2879  HORZ ORDER  -  THIRD
 EH2879
 EH2879.The horizontal coordinates were established by classical geodetic methods
 EH2879.and adjusted by the National Geodetic Survey in September 1999..
 EH2879
 EH2879
 EH2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2879
 EH2879.The geoid height was determined by GEOID03.
 EH2879
 EH2879;                    North         East     Units Scale Factor Converg.
 EH2879;SPC AR N     -    72,311.309   502,921.978   MT  0.99999119   +0 39 21.3
 EH2879;SPC AR N     -   237,241.35  1,650,003.19   sFT  0.99999119   +0 39 21.3
 EH2879;SPC AR S     -   657,137.572   502,928.663   MT  1.00005450   +0 37 51.2
 EH2879;SPC AR S     - 2,155,958.85  1,650,025.12   sFT  1.00005450   +0 37 51.2
 EH2879;UTM  15      - 3,872,871.693   694,173.435   MT  1.00006470   +1 13 11.6
 EH2879
 EH2879                          SUPERSEDED SURVEY CONTROL
 EH2879
 EH2879  NAD 83(1997)-  34 58 47.34179(N)    090 52 22.08361(W) AD(       ) 4
 EH2879  NAD 83(1986)-  34 58 47.34554(N)    090 52 22.08439(W) AD(       ) 4
 EH2879  NAD 27      -  34 58 47.00800(N)    090 52 21.67300(W) AD(       ) 3
 EH2879
 EH2879.Superseded values are not recommended for survey control.
 EH2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2879.See file dsdata.txt to determine how the superseded data were derived.
 EH2879
 EH2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9417372872(NAD 83)
 EH2879_MARKER: 53 = ELEVATED TANK
 EH2879
 EH2879  HISTORY     - Date     Condition        Report By
 EH2879  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2879
 EH2879                          STATION DESCRIPTION
 EH2879
 EH2879'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2879'THE STATION IS LOCATED AT THE HAMILTON MOSES ELECTRICAL
 EH2879'GENERATING PLANT OF THE ARKANSAS POWER AND LIGHT COMPANY
 EH2879'ABOUT 5.7 MILES WEST OF FORREST CITY AND 1.8 MILES EAST
 EH2879'OF PALESTINE.  IT IS A FOUR LEGGED TUBULAR STEEL STRUCTURE
 EH2879'SUPPORTING THE TANK PROPER, IS PAINTED SILVER, HAS A DOME
 EH2879'SHAPED ROOF WITH A RED LIGHT AT THE TOP AND CENTER AND IS
 EH2879'140.0 FEET HIGH.
 EH2879'
 EH2879'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 EH2879'
 EH2879'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 EH2879'IN PALESTINE WITH U.S. HIGHWAY NO. 70, GO EASTERLY ON U. S.
 EH2879'HIGHWAY NO. 70 FOR 1.8 MILES TO THE HAMILTON MOSES ELECTRIC
 EH2879'GENERATING PLANT ON THE LEFT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2912 ***********************************************************************
 EH2912  DESIGNATION -  PALMER
 EH2912  PID         -  EH2912
 EH2912  STATE/COUNTY-  AR/MONROE
 EH2912  USGS QUAD   -  PINE CITY (1971)
 EH2912
 EH2912                         *CURRENT SURVEY CONTROL
 EH2912  ___________________________________________________________________
 EH2912* NAD 83(1997)-  34 36 05.91357(N)    091 03 05.13327(W)     ADJUSTED  
 EH2912* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 EH2912  ___________________________________________________________________
 EH2912  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 EH2912  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH2912
 EH2912  HORZ ORDER  -  SECOND
 EH2912
 EH2912.The horizontal coordinates were established by classical geodetic methods
 EH2912.and adjusted by the National Geodetic Survey in September 1999..
 EH2912
 EH2912.The orthometric height was scaled from a topographic map.
 EH2912
 EH2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2912
 EH2912.The geoid height was determined by GEOID03.
 EH2912
 EH2912;                    North         East     Units Scale Factor Converg.
 EH2912;SPC AR S     -   615,020.403   487,007.072   MT  0.99996736   +0 31 51.3
 EH2912;SPC AR S     - 2,017,779.44  1,597,789.04   sFT  0.99996736   +0 31 51.3
 EH2912;UTM  15      - 3,830,593.988   678,680.366   MT  0.99999353   +1 06 24.6
 EH2912
 EH2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2912!SPC AR S     -   0.99999622  x   0.99996736  =   0.99996358
 EH2912!UTM  15      -   0.99999622  x   0.99999353  =   0.99998975
 EH2912
 EH2912:                Primary Azimuth Mark                     Grid Az
 EH2912:SPC AR S     -  PALMER AZ MK                             093 00 10.2
 EH2912:UTM  15      -  PALMER AZ MK                             092 25 36.9
 EH2912
 EH2912|---------------------------------------------------------------------|
 EH2912| PID    Reference Object                     Distance      Geod. Az  |
 EH2912|                                                           dddmmss.s |
 EH2912| CY7071 PALMER AZ MK                                       0933201.5 |
 EH2912| CY7072 PALMER RM 1                          36.738 METERS 22854     |
 EH2912| CY7073 PALMER RM 2                          32.903 METERS 33031     |
 EH2912|---------------------------------------------------------------------|
 EH2912
 EH2912                          SUPERSEDED SURVEY CONTROL
 EH2912
 EH2912  NAD 83(1997)-  34 36 05.91972(N)    091 03 05.13098(W) AD(       ) 2
 EH2912  NAD 83(1986)-  34 36 05.92124(N)    091 03 05.12998(W) AD(       ) 2
 EH2912  NAD 27      -  34 36 05.56623(N)    091 03 04.70203(W) AD(       ) 2
 EH2912
 EH2912.Superseded values are not recommended for survey control.
 EH2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2912.See file dsdata.txt to determine how the superseded data were derived.
 EH2912
 EH2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7868030594(NAD 83)
 EH2912_MARKER: DS = TRIANGULATION STATION DISK
 EH2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2912
 EH2912  HISTORY     - Date     Condition        Report By
 EH2912  HISTORY     - 1965     MONUMENTED       CGS
 EH2912
 EH2912                          STATION DESCRIPTION
 EH2912
 EH2912'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2912'THE STATION IS 8 MILES EAST OF HOLLY GROVE, 8 MILES NORTHWEST
 EH2912'OF MARVELL, BETWEEN U.S. HIGHWAY 49 AND STATE HIGHWAY 86 AT
 EH2912'THEIR JUNCTION, AND ON PROPERTY OWNED BY MR. RICHARD HERRING.
 EH2912'
 EH2912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49
 EH2912'AND STATE HIGHWAYS 1 AND 243 IN MARVELL, GO NORTHWEST ON U.S.
 EH2912'HIGHWAY 49 AND STATE HIGHWAY 1 FOR 0.85 MILE TO THE JUNCTION ON
 EH2912'THE LEFT WHERE HIGHWAY 1 TURNS LEFT.  CONTINUE NORTHWEST ON
 EH2912'HIGHWAY 49 FOR 5.8 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE
 EH2912'NORTHWEST ON HIGHWAY 49 FOR 1.8 MILES TO A DRIVEWAY AND THE
 EH2912'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON HIGHWAY 49 FOR 0.3
 EH2912'MILE TO THE JUNCTION OF HIGHWAY 49 AND STATE HIGHWAY 86.
 EH2912'BEAR LEFT AND GO WEST ON HIGHWAY 86 FOR 0.05 MILE TO THE
 EH2912'STATION ON THE RIGHT.
 EH2912'
 EH2912'STATION MARKS ARE STANDARD DISKS STAMPED PALMER 1965.  THE
 EH2912'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 EH2912'THE SURFACE OF THE GROUND.  IT IS 126 FEET SOUTHWEST OF THE
 EH2912'CENTER OF HIGHWAY 49, 88 FEET WEST OF THE CENTER OF A SPUR
 EH2912'HIGHWAY WHICH CONNECTS HIGHWAY 49 AND HIGHWAY 86, 55 FEET NORTH
 EH2912'OF THE CENTER OF HIGHWAY 86, AND 34 FEET EAST OF A FENCE.
 EH2912'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44
 EH2912'INCHES BELOW THE SURFACE OF THE GROUND.
 EH2912'
 EH2912'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PALMER NO 1 1965,
 EH2912'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 EH2912'IT IS 23 FEET SOUTH OF THE CENTER OF HIGHWAY 86, 1.5 FEET WEST OF
 EH2912'A WITNESS POST, AND 1 FOOT EAST OF TELEPHONE POLE NO. 500-210.
 EH2912'
 EH2912'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PALMER NO 2 1965,
 EH2912'IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH2912'OF THE GROUND.  IT IS 67 FEET SOUTHWEST OF THE CENTER OF
 EH2912'HIGHWAY 49, 51 FEET EAST OF A POWER POLE, AND 38 FEET NORTH OF
 EH2912'A FENCE.
 EH2912'
 EH2912'AZIMUTH MARK, A STANDARD DISK STAMPED PALMER 1965, IS SET IN A
 EH2912'ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 107 FEET
 EH2912'WEST OF THE CENTER OF A DRIVEWAY, 59 FEET SOUTH OF THE CENTER
 EH2912'OF HIGHWAY 49, 2 FEET NORTH OF A FENCE, 1.5 FEET NORTH OF A
 EH2912'WITNESS POST, AND 1 FOOT WEST OF A TELEPHONE POLE.
 EH2912'
 EH2912'NOTE- REFERENCE MARKS MEASURED WITH 300 FOOT TAPE PULLING 7 KG
 EH2912'TAPE TENSION.
 EH2912'
 EH2912'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0679 ***********************************************************************
 GF0679  DESIGNATION -  PANTHER
 GF0679  PID         -  GF0679
 GF0679  STATE/COUNTY-  AR/BAXTER
 GF0679  USGS QUAD   -  CLARKRIDGE (1981)
 GF0679
 GF0679                         *CURRENT SURVEY CONTROL
 GF0679  ___________________________________________________________________
 GF0679* NAD 83(1997)-  36 22 36.07199(N)    092 15 55.58772(W)     ADJUSTED  
 GF0679* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 GF0679  ___________________________________________________________________
 GF0679  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GF0679  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0679
 GF0679  HORZ ORDER  -  THIRD
 GF0679
 GF0679.The horizontal coordinates were established by classical geodetic methods
 GF0679.and adjusted by the National Geodetic Survey in September 1999..
 GF0679
 GF0679.The orthometric height was scaled from a topographic map.
 GF0679
 GF0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0679
 GF0679.The geoid height was determined by GEOID03.
 GF0679
 GF0679;                    North         East     Units Scale Factor Converg.
 GF0679;SPC AR N     -   226,735.501   376,180.471   MT  1.00003148   -0 09 16.1
 GF0679;SPC AR N     -   743,881.39  1,234,185.43   sFT  1.00003148   -0 09 16.1
 GF0679;UTM  15      - 4,025,980.333   565,888.320   MT  0.99965349   +0 26 08.4
 GF0679
 GF0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0679!SPC AR N     -   0.99996442  x   1.00003148  =   0.99999590
 GF0679!UTM  15      -   0.99996442  x   0.99965349  =   0.99961792
 GF0679
 GF0679|---------------------------------------------------------------------|
 GF0679| PID    Reference Object                     Distance      Geod. Az  |
 GF0679|                                                           dddmmss.s |
 GF0679| CI2756 PANTHER RM 1                         19.965 METERS 04220     |
 GF0679| CI2757 PANTHER RM 2                         20.150 METERS 16904     |
 GF0679| GF0682 WALLACE KNOB                        APPROX.10.2 KM 2581016.9 |
 GF0679|---------------------------------------------------------------------|
 GF0679
 GF0679                          SUPERSEDED SURVEY CONTROL
 GF0679
 GF0679  NAD 83(1986)-  36 22 36.08323(N)    092 15 55.59099(W) AD(       ) 3
 GF0679  NAD 27      -  36 22 35.84700(N)    092 15 55.03000(W) AD(       ) 3
 GF0679
 GF0679.Superseded values are not recommended for survey control.
 GF0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0679.See file dsdata.txt to determine how the superseded data were derived.
 GF0679
 GF0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6588825980(NAD 83)
 GF0679_MARKER: DS = TRIANGULATION STATION DISK
 GF0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0679
 GF0679  HISTORY     - Date     Condition        Report By
 GF0679  HISTORY     - 1953     MONUMENTED       CGS
 GF0679  HISTORY     - 1965     GOOD             CGS
 GF0679
 GF0679                          STATION DESCRIPTION
 GF0679
 GF0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0679'THE STATION IS ABOUT 6-1/2 MILES EAST AND 2-1/2 MILES NORTH
 GF0679'OF MOUNTAIN HOME, ON A WOODED RIDGE WHICH IS THE HIGHEST POINT
 GF0679'IN THE IMMEDIATE VICINITY AND ON LAND OWNED AND OCCUPIED BY
 GF0679'GEORGE E. MOCKLER WHO LIVES ABOUT 0.05 MILE NORTH OF THE STATION.
 GF0679'IT IS 92 FEET SOUTH OF THE CENTER OF A GRAVELED ENTRANCE DRIVE,
 GF0679'54 FEET SOUTH OF A FENCE CORNER, 19 FEET WEST OF THE CENTER
 GF0679'OF A TRACK ROAD, 14 FEET EAST OF A WITNESS POST AND 15 FEET
 GF0679'EAST OF A FENCE.
 GF0679'
 GF0679'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME, GO
 GF0679'NORTH, NORTHEASTERLY AND EAST ON U.S. HIGHWAY 62 FOR 8.4 MILES
 GF0679'TO A SIDE ROAD LEFT AT A SIGN PANTHER HEIGHTS, TURN LEFT AND GO
 GF0679'NORTH AND WEST ON A GRAVELED ROAD FOR 0.3 MILE TO THE STATION
 GF0679'ON THE LEFT.  THE STATION MARK PROJECTS 2 INCHES AND THE DISK
 GF0679'IS STAMPED PANTHER 1953.
 GF0679'
 GF0679'REFERENCE MARK 1 IS 32 FEET EAST OF THE FENCE CORNER AND 27 FEET
 GF0679'SOUTH OF THE CENTER OF THE GRAVELED ROAD.  THE MARK IS A STANDARD
 GF0679'DISK SET IN A DRILLED HOLE IN ROCK OUTCROP THAT IS EXPOSED ABOUT
 GF0679'1-BY-2 FEET AND PROJECTING ABOUT 4 INCHES.  THE DISK IS STAMPED
 GF0679'PANTHER NO 1 1953.
 GF0679'
 GF0679'REFERENCE MARK 2 IS 39 FEET EAST OF THE CENTER OF THE TRACK ROAD
 GF0679'AND 21 FEET NORTH OF A TWIN OAK TREE.
 GF0679'
 GF0679'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0679'
 GF0679'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0679
 GF0679                          STATION RECOVERY (1965)
 GF0679
 GF0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0679'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 GF0679'FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET.
 GF0679'
 GF0679'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 GF0679'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1534 ***********************************************************************
 DL1534  DESIGNATION -  PAP FT LYNN
 DL1534  PID         -  DL1534
 DL1534  STATE/COUNTY-  AR/MILLER
 DL1534  USGS QUAD   -  DODDRIDGE NW (1975)
 DL1534
 DL1534                         *CURRENT SURVEY CONTROL
 DL1534  ___________________________________________________________________
 DL1534* NAD 83(1997)-  33 09 53.16134(N)    093 53 03.46497(W)     ADJUSTED  
 DL1534* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 DL1534  ___________________________________________________________________
 DL1534  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DL1534  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DL1534
 DL1534  HORZ ORDER  -  THIRD
 DL1534
 DL1534.The horizontal coordinates were established by classical geodetic methods
 DL1534.and adjusted by the National Geodetic Survey in September 1999..
 DL1534
 DL1534.The orthometric height was scaled from a topographic map.
 DL1534
 DL1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1534
 DL1534.The geoid height was determined by GEOID03.
 DL1534
 DL1534;                    North         East     Units Scale Factor Converg.
 DL1534;SPC AR S     -   456,864.542   224,238.705   MT  1.00003273   -1 03 16.6
 DL1534;SPC AR S     - 1,498,896.42    735,689.82   sFT  1.00003273   -1 03 16.6
 DL1534;UTM  15      - 3,669,901.378   417,545.328   MT  0.99968382   -0 29 01.6
 DL1534
 DL1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1534!SPC AR S     -   0.99999240  x   1.00003273  =   1.00002513
 DL1534!UTM  15      -   0.99999240  x   0.99968382  =   0.99967623
 DL1534
 DL1534:                Primary Azimuth Mark                     Grid Az
 DL1534:SPC AR S     -  PAP FT LYNN AZ MK                        010 23 05.1
 DL1534:UTM  15      -  PAP FT LYNN AZ MK                        009 48 50.1
 DL1534
 DL1534|---------------------------------------------------------------------|
 DL1534| PID    Reference Object                     Distance      Geod. Az  |
 DL1534|                                                           dddmmss.s |
 DL1534| CX6019 PAP FT LYNN AZ MK                                  0091948.5 |
 DL1534| CX6020 PAP FT LYNN RM 1                     23.391 METERS 19216     |
 DL1534| CX6021 PAP FT LYNN RM 2                     23.194 METERS 30330     |
 DL1534|---------------------------------------------------------------------|
 DL1534
 DL1534                          SUPERSEDED SURVEY CONTROL
 DL1534
 DL1534  NAD 83(1997)-  33 09 53.16144(N)    093 53 03.45933(W) AD(       ) 3
 DL1534  NAD 83(1997)-  33 09 53.16593(N)    093 53 03.45653(W) AD(       ) 3
 DL1534  NAD 83(1986)-  33 09 53.16797(N)    093 53 03.45286(W) AD(       ) 3
 DL1534  NAD 27      -  33 09 52.69000(N)    093 53 02.80000(W) AD(       ) 3
 DL1534
 DL1534.Superseded values are not recommended for survey control.
 DL1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1534.See file dsdata.txt to determine how the superseded data were derived.
 DL1534
 DL1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1754569901(NAD 83)
 DL1534_MARKER: P = PIPE CAP
 DL1534_SETTING: 0 = UNSPECIFIED SETTING
 DL1534
 DL1534  HISTORY     - Date     Condition        Report By
 DL1534  HISTORY     - 1951     MONUMENTED       USE
 DL1534  HISTORY     - 1956     GOOD             CGS
 DL1534  HISTORY     - 1963     GOOD             CGS
 DL1534
 DL1534                          STATION DESCRIPTION
 DL1534
 DL1534'DESCRIBED BY US ENGINEERS 1951 (VRS)
 DL1534'STATION IS LOCATED ABOUT 6 MILES SOUTH OF FOUKE, ON THE
 DL1534'RIGHT-OF-WAY OF U.S. HIGHWAY 71, 93.6 FEET EAST OF THE EAST
 DL1534'RAIL OF A RAILROAD TRACK, 90 FEET NORTHEAST OF A POWER POLE,
 DL1534'AND 43 FEET WEST OF THE CENTER OF THE HIGHWAY.
 DL1534'
 DL1534'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 DL1534'AND STATE ROAD 134, ABOUT 2 MILES SOUTH OF FOUKE, GO SOUTH
 DL1534'ON HIGHWAY 71 FOR 3.8 MILES TO THE AZIMUTH MARK ON THE LEFT.
 DL1534'CONTINUE 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DL1534'
 DL1534'THE STATION MARK IS A STANDARD U.S. ENGINEER DEPARTMENT
 DL1534'VICKSBURG DISTRICT CAP DISK RIVETED TO THE TOP OF A 4-INCH
 DL1534'IRON PIPE.  THE MARK PROJECTS 1 FOOT, AND THE DISK IS STAMPED
 DL1534'P.A.P. FT. LYNN.
 DL1534'
 DL1534'REFERENCE MARK NO. 1 IS 43 FEET EAST OF THE POWER POLE,
 DL1534'AND 38 FEET WEST OF THE CENTER OF THE HIGHWAY.  THE MARK
 DL1534'PROJECTS ABOUT 10 INCHES, AND THE DISK IS STAMPED P.A.P.
 DL1534'FT. LYNN USE NO 1 1951.
 DL1534'
 DL1534'REFERENCE MARK NO. 2 IS 46 FEET NORTHEAST OF A RAILROAD
 DL1534'SWITCH, AND 20.7 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 DL1534'TRACK.  THE MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS
 DL1534'STAMPED P.A.P. FT. LYNN USE NO 2 1951.
 DL1534'
 DL1534'AZIMUTH MARK IS 12 FEET EAST OF A FENCE CORNER, 10 FEET EAST
 DL1534'OF A TELEPHONE POLE, AND 1 FOOT NORTH OF AN EAST-WEST FENCE.
 DL1534'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED P.A.P.
 DL1534'FT. LYNN USE 1951.
 DL1534'
 DL1534'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE TOPS
 DL1534'OF 12-INCH CONCRETE CYLINDERS.
 DL1534'
 DL1534'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1534
 DL1534                          STATION RECOVERY (1956)
 DL1534
 DL1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DL1534'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DL1534'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DL1534'FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT CONTINUE
 DL1534'0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED SHOULD
 DL1534'READ CONTINUE 0.16 MILE, ETC.
 DL1534
 DL1534                          STATION RECOVERY (1963)
 DL1534
 DL1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1534'THIS STATION WAS RECOVERED AND THE IRON PIPE, ON WHICH THE
 DL1534'CORPS OF ENGINEERS CAP IS ATTACHED, APPEARS TO BE SLIGHTLY
 DL1534'TILTED.  THE REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN
 DL1534'GOOD CONDITION.  THE AZIMUTH MARK IS TO THE SOUTH OF BROWNS
 DL1534'GROCERY AND IS 12 FEET EAST OF A STEEL CORNER POST AT A FORMER
 DL1534'FENCE CORNER.  THE EAST-WEST FENCE HAS BEEN REMOVED.
 DL1534'
 DL1534'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1534'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0160 ***********************************************************************
 GE0160  DESIGNATION -  PARAGOULD BM
 GE0160  PID         -  GE0160
 GE0160  STATE/COUNTY-  AR/GREENE
 GE0160  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0160
 GE0160                         *CURRENT SURVEY CONTROL
 GE0160  ___________________________________________________________________
 GE0160* NAD 83(1986)-  36 03 11.     (N)    090 29 16.     (W)     SCALED    
 GE0160* NAVD 88     -        93.492  (meters)     306.73   (feet)  ADJUSTED  
 GE0160  ___________________________________________________________________
 GE0160  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GE0160  DYNAMIC HT  -          93.413 (meters)     306.47  (feet)  COMP
 GE0160  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 GE0160
 GE0160  VERT ORDER  -  FIRST     CLASS II
 GE0160
 GE0160.The horizontal coordinates were scaled from a topographic map and have
 GE0160.an estimated accuracy of +/- 6 seconds.
 GE0160
 GE0160.The orthometric height was determined by differential leveling
 GE0160.and adjusted by the National Geodetic Survey in June 1991..
 GE0160
 GE0160.The geoid height was determined by GEOID03.
 GE0160
 GE0160.The dynamic height is computed by dividing the NAVD 88
 GE0160.geopotential number by the normal gravity value computed on the
 GE0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0160.degrees latitude (g = 980.6199 gals.).
 GE0160
 GE0160.The modeled gravity was interpolated from observed gravity values.
 GE0160
 GE0160;                    North         East    Units  Estimated Accuracy
 GE0160;SPC AR N     -   191,840.      536,250.      MT  (+/- 180 meters Scaled)
 GE0160
 GE0160                          SUPERSEDED SURVEY CONTROL
 GE0160
 GE0160  NGVD 29 (??/??/92)   93.482  (m)          306.70   (f) ADJ UNCH    1 2
 GE0160
 GE0160.Superseded values are not recommended for survey control.
 GE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0160.See file dsdata.txt to determine how the superseded data were derived.
 GE0160
 GE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV262927(NAD 83)
 GE0160_MARKER: DD = SURVEY DISK
 GE0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0160_SP_SET: CURB
 GE0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0160+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 GE0160
 GE0160  HISTORY     - Date     Condition        Report By
 GE0160  HISTORY     - UNK      MONUMENTED       USGS
 GE0160  HISTORY     - 1956     GOOD             NGS
 GE0160  HISTORY     - 20020731 GOOD             USACE
 GE0160
 GE0160                          STATION DESCRIPTION
 GE0160
 GE0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0160'AT PARAGOULD.
 GE0160'AT PARAGOULD, AT THE INTERSECTION OF SOUTH THIRD STREET AND
 GE0160'COURT STREET, SET VERTICALLY IN THE EAST FACE OF WATER TABLE OF
 GE0160'COUNTY COURT HOUSE, 101 FEET SOUTH OF SOUTH CURB OF COURT STREET,
 GE0160'80 1/2 FEET WEST OF WEST CURB OF SOUTH THIRD STREET, 5 3/4 FEET
 GE0160'NORTH OF CENTER OF EAST DOORWAY ENTRANCE TO COURT HOUSE AND 2.8
 GE0160'FEET ABOVE GROUND.
 GE0160
 GE0160                          STATION RECOVERY (2002)
 GE0160
 GE0160'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0160'BUILDING NO LONGER HOUSES COURTHOUSE BUSINESS. NOW A MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7109 ***********************************************************************
 DH7109  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7109  DESIGNATION -  PARAGOULD CORS ARP
 DH7109  CORS_ID     -  ARPG
 DH7109  PID         -  DH7109
 DH7109  STATE/COUNTY-  AR/GREENE
 DH7109  USGS QUAD   -  PARAGOULD WEST (1984)
 DH7109
 DH7109                         *CURRENT SURVEY CONTROL
 DH7109  ___________________________________________________________________
 DH7109* NAD 83(CORS)-  36 03 32.78725(N)    090 31 07.62532(W)     ADJUSTED  
 DH7109* NAVD 88     -                                                        
 DH7109  ___________________________________________________________________
 DH7109  EPOCH DATE  -        2002.00
 DH7109  X           -     -46,740.492 (meters)                     COMP
 DH7109  Y           -  -5,161,985.665 (meters)                     COMP
 DH7109  Z           -   3,733,536.620 (meters)                     COMP
 DH7109  ELLIP HEIGHT-          69.58  (meters)          (11/??/05) GPS OBS
 DH7109  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DH7109
 DH7109  HORZ ORDER  -  SPECIAL (CORS)
 DH7109  ELLP ORDER  -  SPECIAL (CORS)
 DH7109
 DH7109.ITRF positions are available for this station.
 DH7109.The coordinates were established by GPS observations
 DH7109.and adjusted by the National Geodetic Survey in November 2005..
 DH7109.The coordinates are valid at the epoch date displayed above.
 DH7109.The epoch date for horizontal control is a decimal equivalence
 DH7109.of Year/Month/Day.
 DH7109
 DH7109
 DH7109.The PID for the CORS L1 Phase Center is DH7110.
 DH7109
 DH7109.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7109
 DH7109.The ellipsoidal height was determined by GPS observations
 DH7109.and is referenced to NAD 83.
 DH7109
 DH7109.The geoid height was determined by GEOID03.
 DH7109
 DH7109;                    North         East     Units Scale Factor Converg.
 DH7109;SPC AR N     -   192,467.643   533,443.083   MT  0.99997020   +0 51 42.9
 DH7109;SPC AR N     -   631,454.26  1,750,137.85   sFT  0.99997020   +0 51 42.9
 DH7109
 DH7109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7109!SPC AR N     -   0.99998908  x   0.99997020  =   0.99995928
 DH7109
 DH7109                          SUPERSEDED SURVEY CONTROL
 DH7109
 DH7109.No superseded survey control is available for this station.
 DH7109
 DH7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2348193354(NAD 83)
 DH7109_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7109
 DH7109                          STATION DESCRIPTION
 DH7109
 DH7109'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7109'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7109'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7109'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7109'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7109'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7110 ***********************************************************************
 DH7110  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7110  DESIGNATION -  PARAGOULD CORS L1 PHASE CENTER
 DH7110  CORS_ID     -  ARPG
 DH7110  PID         -  DH7110
 DH7110  STATE/COUNTY-  AR/GREENE
 DH7110  USGS QUAD   -  PARAGOULD WEST (1984)
 DH7110
 DH7110                         *CURRENT SURVEY CONTROL
 DH7110  ___________________________________________________________________
 DH7110* NAD 83(CORS)-  36 03 32.78726(N)    090 31 07.62530(W)     ADJUSTED  
 DH7110* NAVD 88     -                                                        
 DH7110  ___________________________________________________________________
 DH7110  EPOCH DATE  -        2002.00
 DH7110  X           -     -46,740.492 (meters)                     COMP
 DH7110  Y           -  -5,161,985.729 (meters)                     COMP
 DH7110  Z           -   3,733,536.668 (meters)                     COMP
 DH7110  ELLIP HEIGHT-          69.66  (meters)          (11/??/05) GPS OBS
 DH7110  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DH7110
 DH7110  HORZ ORDER  -  SPECIAL (CORS)
 DH7110  ELLP ORDER  -  SPECIAL (CORS)
 DH7110
 DH7110.ITRF positions are available for this station.
 DH7110.The coordinates were established by GPS observations
 DH7110.and adjusted by the National Geodetic Survey in November 2005..
 DH7110.The coordinates are valid at the epoch date displayed above.
 DH7110.The epoch date for horizontal control is a decimal equivalence
 DH7110.of Year/Month/Day.
 DH7110
 DH7110
 DH7110.The PID for the CORS ARP is DH7109.
 DH7110
 DH7110.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7110
 DH7110.The ellipsoidal height was determined by GPS observations
 DH7110.and is referenced to NAD 83.
 DH7110
 DH7110.The geoid height was determined by GEOID03.
 DH7110
 DH7110;                    North         East     Units Scale Factor Converg.
 DH7110;SPC AR N     -   192,467.643   533,443.083   MT  0.99997020   +0 51 42.9
 DH7110;SPC AR N     -   631,454.26  1,750,137.85   sFT  0.99997020   +0 51 42.9
 DH7110
 DH7110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7110!SPC AR N     -   0.99998907  x   0.99997020  =   0.99995927
 DH7110
 DH7110                          SUPERSEDED SURVEY CONTROL
 DH7110
 DH7110.No superseded survey control is available for this station.
 DH7110
 DH7110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2348193354(NAD 83)
 DH7110_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7110
 DH7110                          STATION DESCRIPTION
 DH7110
 DH7110'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7110'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7110'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7110'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7110'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7110'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1007 ***********************************************************************
 GE1007  DESIGNATION -  PARAGOULD GREENE CO CTHSE TWR
 GE1007  PID         -  GE1007
 GE1007  STATE/COUNTY-  AR/GREENE
 GE1007  USGS QUAD   -  PARAGOULD EAST (1983)
 GE1007
 GE1007                         *CURRENT SURVEY CONTROL
 GE1007  ___________________________________________________________________
 GE1007* NAD 83(1997)-  36 03 21.23969(N)    090 29 20.53997(W)     ADJUSTED  
 GE1007* NAVD 88     -                                                        
 GE1007  ___________________________________________________________________
 GE1007  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GE1007  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GE1007
 GE1007  HORZ ORDER  -  THIRD
 GE1007
 GE1007.The horizontal coordinates were established by classical geodetic methods
 GE1007.and adjusted by the National Geodetic Survey in September 1999..
 GE1007
 GE1007
 GE1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1007
 GE1007.The geoid height was determined by GEOID03.
 GE1007
 GE1007;                    North         East     Units Scale Factor Converg.
 GE1007;SPC AR N     -   192,152.492   536,128.155   MT  0.99996974   +0 52 45.2
 GE1007;SPC AR N     -   630,420.30  1,758,947.12   sFT  0.99996974   +0 52 45.2
 GE1007;UTM  15      - 3,993,066.595   726,169.567   MT  1.00023033   +1 28 42.7
 GE1007
 GE1007                          SUPERSEDED SURVEY CONTROL
 GE1007
 GE1007  NAD 83(1986)-  36 03 21.25042(N)    090 29 20.54052(W) AD(       ) 4
 GE1007  NAD 27      -  36 03 21.00000(N)    090 29 20.15900(W) AD(       ) 3
 GE1007
 GE1007.Superseded values are not recommended for survey control.
 GE1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1007.See file dsdata.txt to determine how the superseded data were derived.
 GE1007
 GE1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2617093067(NAD 83)
 GE1007_MARKER: 55 = TOWER
 GE1007
 GE1007  HISTORY     - Date     Condition        Report By
 GE1007  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1007
 GE1007                          STATION DESCRIPTION
 GE1007
 GE1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1007'THE CLOCK TOWER IS AT THE TOP AND CENTER OF THE COURTHOUSE
 GE1007'WHICH IS NEAR THE CENTER OF PARAGOULD.  IT HAS A DOME SHAPED
 GE1007'ROOF WITH A SHORT STAFF AT THE TOP AND CENTER.  THE OVERALL
 GE1007'HEIGHT IS ABOUT 100 FEET.
 GE1007'
 GE1007'THE SHORT STAFF AND THE TOP OF THE CLOCK TOWER DOME WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1008 ***********************************************************************
 GE1008  DESIGNATION -  PARAGOULD RAD STA KDRS MAST
 GE1008  PID         -  GE1008
 GE1008  STATE/COUNTY-  AR/GREENE
 GE1008  USGS QUAD   -  PARAGOULD EAST (1983)
 GE1008
 GE1008                         *CURRENT SURVEY CONTROL
 GE1008  ___________________________________________________________________
 GE1008* NAD 83(1997)-  36 03 01.42753(N)    090 27 44.66004(W)     ADJUSTED  
 GE1008* NAVD 88     -                                                        
 GE1008  ___________________________________________________________________
 GE1008  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GE1008  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE1008
 GE1008  HORZ ORDER  -  THIRD
 GE1008
 GE1008.The horizontal coordinates were established by classical geodetic methods
 GE1008.and adjusted by the National Geodetic Survey in February 2000..
 GE1008
 GE1008
 GE1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1008
 GE1008.The geoid height was determined by GEOID03.
 GE1008
 GE1008;                    North         East     Units Scale Factor Converg.
 GE1008;SPC AR N     -   191,579.076   538,536.992   MT  0.99996895   +0 53 41.0
 GE1008;SPC AR N     -   628,539.02  1,766,850.11   sFT  0.99996895   +0 53 41.0
 GE1008;UTM  15      - 3,992,518.259   728,584.916   MT  1.00024387   +1 29 38.4
 GE1008
 GE1008                          SUPERSEDED SURVEY CONTROL
 GE1008
 GE1008  NAD 83(1997)-  36 03 01.42753(N)    090 27 44.66004(W) AD(       ) 4
 GE1008  NAD 83(1986)-  36 03 01.43834(N)    090 27 44.66075(W) AD(       ) 4
 GE1008  NAD 27      -  36 03 01.18700(N)    090 27 44.28200(W) AD(       ) 3
 GE1008
 GE1008.Superseded values are not recommended for survey control.
 GE1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1008.See file dsdata.txt to determine how the superseded data were derived.
 GE1008
 GE1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2858592518(NAD 83)
 GE1008_MARKER: 42 = RADIO/TV MAST
 GE1008
 GE1008  HISTORY     - Date     Condition        Report By
 GE1008  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1008
 GE1008                          STATION DESCRIPTION
 GE1008
 GE1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1008'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF PARAGOULD
 GE1008'AND 0.1 MILE SOUTH OF STATE HIGHWAY 25.  IT IS A TRUSS WORK
 GE1008'STEEL STRUCTURE SUPPORTED BY GUY CABLES AND HAS A RED BLINKER
 GE1008'LIGHT AT THE APEX.  THE OVERALL HEIGHT IS ABOUT 200 FEET.
 GE1008'
 GE1008'THE RED BLINKER LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1189 ***********************************************************************
 GE1189  DESIGNATION -  PARAPORT
 GE1189  PID         -  GE1189
 GE1189  STATE/COUNTY-  AR/GREENE
 GE1189  USGS QUAD   -  PARAGOULD WEST (1984)
 GE1189
 GE1189                         *CURRENT SURVEY CONTROL
 GE1189  ___________________________________________________________________
 GE1189* NAD 83(1997)-  36 03 39.99828(N)    090 30 38.68487(W)     ADJUSTED  
 GE1189* NAVD 88     -        87.9    (meters)     288.     (feet)  VERTCON   
 GE1189  ___________________________________________________________________
 GE1189  X           -     -46,014.991 (meters)                     COMP
 GE1189  Y           -  -5,161,853.448 (meters)                     COMP
 GE1189  Z           -   3,733,710.546 (meters)                     COMP
 GE1189  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GE1189  ELLIP HEIGHT-          59.81  (meters)          (09/24/01) GPS OBS
 GE1189  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GE1189
 GE1189  HORZ ORDER  -  FIRST
 GE1189  ELLP ORDER  -  FOURTH    CLASS II
 GE1189
 GE1189.This mark is at Kirk County Airport (PGR)
 GE1189
 GE1189.The horizontal coordinates were established by GPS observations
 GE1189.and adjusted by the National Geodetic Survey in February 2000..
 GE1189
 GE1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1189
 GE1189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1189
 GE1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1189
 GE1189.The ellipsoidal height was determined by GPS observations
 GE1189.and is referenced to NAD 83.
 GE1189
 GE1189.The geoid height was determined by GEOID03.
 GE1189
 GE1189;                    North         East     Units Scale Factor Converg.
 GE1189;SPC AR N     -   192,700.795   534,163.903   MT  0.99997049   +0 51 59.7
 GE1189;SPC AR N     -   632,219.19  1,752,502.74   sFT  0.99997049   +0 51 59.7
 GE1189;UTM  15      - 3,993,594.458   724,199.186   MT  1.00021939   +1 27 57.3
 GE1189
 GE1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1189!SPC AR N     -   0.99999061  x   0.99997049  =   0.99996110
 GE1189!UTM  15      -   0.99999061  x   1.00021939  =   1.00021000
 GE1189
 GE1189:                Primary Azimuth Mark                     Grid Az
 GE1189:SPC AR N     -  PARAPORT AZ MK                           046 53 45.7
 GE1189:UTM  15      -  PARAPORT AZ MK                           046 17 48.1
 GE1189
 GE1189|---------------------------------------------------------------------|
 GE1189| PID    Reference Object                     Distance      Geod. Az  |
 GE1189|                                                           dddmmss.s |
 GE1189| GE1190 PARAPORT AZ MK                      APPROX. 0.8 KM 0474545.4 |
 GE1189|---------------------------------------------------------------------|
 GE1189
 GE1189                          SUPERSEDED SURVEY CONTROL
 GE1189
 GE1189  ELLIP H (02/17/00)   59.85   (m)                       GP(       ) 4 1
 GE1189  NAD 83(1997)-  36 03 39.99864(N)    090 30 38.68479(W) AD(       ) 1
 GE1189  ELLIP H (09/14/99)   59.83   (m)                       GP(       ) 4 1
 GE1189  NAD 83(1986)-  36 03 40.00841(N)    090 30 38.68600(W) AD(       ) 1
 GE1189  NGVD 29 (11/13/90)   87.9    (m)          288.     (f) GPS OBS        
 GE1189
 GE1189.Superseded values are not recommended for survey control.
 GE1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1189.See file dsdata.txt to determine how the superseded data were derived.
 GE1189
 GE1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2419993594(NAD 83)
 GE1189_MARKER: I = METAL ROD
 GE1189_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1189_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1189_STAMPING: PARAPORT 1990
 GE1189_MARK LOGO: NGS   
 GE1189_PROJECTION: FLUSH
 GE1189_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1189+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE1189_ROD/PIPE-DEPTH: 16.9 meters
 GE1189_SLEEVE-DEPTH  : 0.93 meters
 GE1189
 GE1189  HISTORY     - Date     Condition        Report By
 GE1189  HISTORY     - 1990     MONUMENTED       NGS
 GE1189  HISTORY     - 20020913 GOOD             USACE
 GE1189
 GE1189                          STATION DESCRIPTION
 GE1189
 GE1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1189'STATION IS LOCATED ABOUT 17.9 KM (11.1 MI) SOUTHWEST OF MARMADUKE,
 GE1189'15.4 KM (9.6 MI) SOUTHEAST OF BEECH GROVE, AND 1.1 KM (0.7 MI)
 GE1189'NORTHWEST OF PARAGOULD.  AT THE PARAGOULD KIRK FIELD AIRPORT.
 GE1189'OWNERSHIP--CITY OF PARAGOULD AR 72450.  AIRPORT MANAGER IS BOB
 GE1189'JACKSON (DAVIS PILLOW, ATTENDANT), NO. 5 MARKET PLACE, PARAGOULD
 GE1189'AR72451. PHONE IS 501-236-7879.
 GE1189'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 49 AND 412 IN PARAGOULD, GO
 GE1189'WEST ON U.S.HIGHWAY 412 FOR 1.11 KM (0.69 MI) TO A PAVED ROAD ON THE
 GE1189'RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.46 KM
 GE1189'(0.29 MI) TO A PAVED ROAD ON THE RIGHT.  TURN A VERY SHARP RIGHT AND
 GE1189'GO EAST ON THE PAVED ROAD FOR 0.1 KM (0.1 MI) TO AN APRON, TAXIWAY
 GE1189'AND THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE EAST ACROSS APRON AND
 GE1189'TAXIWAY FOR 0.19 KM (0.12 MI) TO THE RUNWAY AND THE STATION ON THE
 GE1189'LEFT.
 GE1189'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GE1189'ROD, ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET
 GE1189'42.25 M (138.62 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A APRON, 37.0
 GE1189'M (121.4 FT) NORTHWEST FROM RUNWAY CENTERLINE, 21.15 M (69.39 FT)
 GE1189'NORTH-NORTHEAST FROM TAXIWAY CENTERLINE AND 13.7 M (44.9 FT) NORTH OF
 GE1189'A BLUE TAXIWAY LIGHT.
 GE1189'DESCRIBED BY R.D.BALL
 GE1189
 GE1189                          STATION RECOVERY (2002)
 GE1189
 GE1189'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1190 ***********************************************************************
 GE1190  DESIGNATION -  PARAPORT AZ MK
 GE1190  PID         -  GE1190
 GE1190  STATE/COUNTY-  AR/GREENE
 GE1190  USGS QUAD   -  PARAGOULD WEST (1984)
 GE1190
 GE1190                         *CURRENT SURVEY CONTROL
 GE1190  ___________________________________________________________________
 GE1190* NAD 83(1997)-  36 03 56.82747(N)    090 30 15.85409(W)     ADJUSTED  
 GE1190* NAVD 88     -        87.1    (meters)     286.     (feet)  VERTCON   
 GE1190  ___________________________________________________________________
 GE1190  X           -     -45,440.949 (meters)                     COMP
 GE1190  Y           -  -5,161,552.580 (meters)                     COMP
 GE1190  Z           -   3,734,129.437 (meters)                     COMP
 GE1190  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GE1190  ELLIP HEIGHT-          59.09  (meters)          (09/24/01) GPS OBS
 GE1190  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GE1190
 GE1190  HORZ ORDER  -  FIRST
 GE1190  ELLP ORDER  -  FOURTH    CLASS II
 GE1190
 GE1190.This mark is at Kirk County Airport (PGR)
 GE1190
 GE1190.The horizontal coordinates were established by GPS observations
 GE1190.and adjusted by the National Geodetic Survey in February 2000..
 GE1190
 GE1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1190
 GE1190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1190
 GE1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1190
 GE1190.The ellipsoidal height was determined by GPS observations
 GE1190.and is referenced to NAD 83.
 GE1190
 GE1190.The geoid height was determined by GEOID03.
 GE1190
 GE1190;                    North         East     Units Scale Factor Converg.
 GE1190;SPC AR N     -   193,228.094   534,727.308   MT  0.99997117   +0 52 13.0
 GE1190;SPC AR N     -   633,949.17  1,754,351.18   sFT  0.99997117   +0 52 13.0
 GE1190;UTM  15      - 3,994,127.755   724,757.183   MT  1.00022248   +1 28 11.3
 GE1190
 GE1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1190!SPC AR N     -   0.99999073  x   0.99997117  =   0.99996190
 GE1190!UTM  15      -   0.99999073  x   1.00022248  =   1.00021320
 GE1190
 GE1190:                Primary Azimuth Mark                     Grid Az
 GE1190:SPC AR N     -  PARAPORT                                 226 53 45.8
 GE1190:UTM  15      -  PARAPORT                                 226 17 47.5
 GE1190
 GE1190|---------------------------------------------------------------------|
 GE1190| PID    Reference Object                     Distance      Geod. Az  |
 GE1190|                                                           dddmmss.s |
 GE1190| GE1189 PARAPORT                            APPROX. 0.8 KM 2274558.8 |
 GE1190|---------------------------------------------------------------------|
 GE1190
 GE1190                          SUPERSEDED SURVEY CONTROL
 GE1190
 GE1190  ELLIP H (02/17/00)   59.12   (m)                       GP(       ) 4 1
 GE1190  NAD 83(1997)-  36 03 56.82783(N)    090 30 15.85401(W) AD(       ) 1
 GE1190  ELLIP H (09/14/99)   59.11   (m)                       GP(       ) 4 1
 GE1190  NAD 83(1986)-  36 03 56.83759(N)    090 30 15.85522(W) AD(       ) 1
 GE1190  NGVD 29 (11/13/90)   87.1    (m)          286.     (f) GPS OBS        
 GE1190
 GE1190.Superseded values are not recommended for survey control.
 GE1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1190.See file dsdata.txt to determine how the superseded data were derived.
 GE1190
 GE1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2475794128(NAD 83)
 GE1190_MARKER: I = METAL ROD
 GE1190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1190_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1190_STAMPING: PARAPORT AZ MK 1990
 GE1190_MARK LOGO: NGS   
 GE1190_PROJECTION: FLUSH
 GE1190_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1190+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1190_ROD/PIPE-DEPTH: 18.2 meters
 GE1190_SLEEVE-DEPTH  : 0.93 meters
 GE1190
 GE1190  HISTORY     - Date     Condition        Report By
 GE1190  HISTORY     - 1990     MONUMENTED       NGS
 GE1190  HISTORY     - 20040503 MARK NOT FOUND   USACE
 GE1190
 GE1190                          STATION DESCRIPTION
 GE1190
 GE1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1190'STATION IS LOCATED ABOUT 17.9 KM (11.1 MI) SOUTHWEST OF MARMADUKE,
 GE1190'15.4 KM (9.6 MI) SOUTHEAST OF BEECH GROVE, AND 1.1 KM (0.7 MI)
 GE1190'NORTHWEST OF PARAGOULD.  AT THE PARAGOULD KIRK FIELD AIRPORT.
 GE1190'OWNERSHIP--CITY OF PARAGOULD AR 72450.  AIRPORT MANAGER IS BOB
 GE1190'JACKSON (DAVIS PILLOW, ATTENDANT), NO. 5 MARKET PLACE, PARAGOULD AR
 GE1190'72451.  PHONE IS 501-236-7879.
 GE1190'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 49 AND 412 IN PARAGOULD, GO
 GE1190'WEST ON U.S.HIGHWAY 412 FOR 1.11 KM (0.69 MI) TO A PAVED ROAD ON THE
 GE1190'RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.46 KM
 GE1190'(0.29 MI) TO A PAVED ROAD ON THE RIGHT.  TURN A VERY SHARP RIGHT AND
 GE1190'GO EAST ON THE PAVED ROAD FOR 0.1 KM (0.1 MI) TO AN APRON, TAXIWAY
 GE1190'AND THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE EAST ACROSS APRON AND
 GE1190'TAXIWAY FOR 0.19 KM (0.12 MI) TO THE RUNWAY.  TURN LEFT AND GO NORTH
 GE1190'ON THE RUNWAY FOR 0.89 KM (0.55 MI) TO THE STATION ON THE LEFT.
 GE1190'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GE1190'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET 20.9
 GE1190'M (68.6 FT) NORTHWEST FROM THE RUNWAY CENTERLINE, 7.0 M (23.0 FT)
 GE1190'SOUTHWEST FROM THE APPROXIMATE CENTER OF A TURNAROUND AND 5.4 M
 GE1190'(17.7 FT) SOUTHWEST FROM THE EDGE OF THE TURNAROUND.
 GE1190'DESCRIBED BY R.D.BALL
 GE1190
 GE1190                          STATION RECOVERY (2004)
 GE1190
 GE1190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GE1190'AIRPORT MANAGER STTED THAT MARK WAS DESTROYED DURING RUNWAY EXPANSION.
 GE1190' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1880 ***********************************************************************
 FG1880  DESIGNATION -  PARIS MUN TANK
 FG1880  PID         -  FG1880
 FG1880  STATE/COUNTY-  AR/LOGAN
 FG1880  USGS QUAD   -  PARIS (1993)
 FG1880
 FG1880                         *CURRENT SURVEY CONTROL
 FG1880  ___________________________________________________________________
 FG1880* NAD 83(1997)-  35 17 50.59404(N)    093 43 53.27214(W)     ADJUSTED  
 FG1880* NAVD 88     -                                                        
 FG1880  ___________________________________________________________________
 FG1880  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 FG1880  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FG1880
 FG1880  HORZ ORDER  -  THIRD
 FG1880
 FG1880.The horizontal coordinates were established by classical geodetic methods
 FG1880.and adjusted by the National Geodetic Survey in September 1999..
 FG1880
 FG1880
 FG1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1880
 FG1880.The geoid height was determined by GEOID03.
 FG1880
 FG1880;                    North         East     Units Scale Factor Converg.
 FG1880;SPC AR N     -   108,337.992   242,528.018   MT  0.99994840   -1 00 27.1
 FG1880;SPC AR N     -   355,438.90    795,694.01   sFT  0.99994840   -1 00 27.1
 FG1880;UTM  15      - 3,906,268.293   433,494.441   MT  0.99965451   -0 25 21.6
 FG1880
 FG1880                          SUPERSEDED SURVEY CONTROL
 FG1880
 FG1880  NAD 83(1997)-  35 17 50.60504(N)    093 43 53.26991(W) AD(       ) 4
 FG1880  NAD 83(1986)-  35 17 50.60512(N)    093 43 53.26713(W) AD(       ) 4
 FG1880  NAD 27      -  35 17 50.29327(N)    093 43 52.56236(W) AD(       ) 3
 FG1880
 FG1880.Superseded values are not recommended for survey control.
 FG1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1880.See file dsdata.txt to determine how the superseded data were derived.
 FG1880
 FG1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3349406268(NAD 83)
 FG1880_MARKER: 51 = TANK
 FG1880
 FG1880  HISTORY     - Date     Condition        Report By
 FG1880  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1880  HISTORY     - 20050304 GOOD             GEOCAC
 FG1880
 FG1880                          STATION DESCRIPTION
 FG1880
 FG1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1880'THE STATION, PARIS MUNICIPAL TANK, IS THE FINIAL OF A 130 FOOT TALL,
 FG1880'DOUBLE-ELLIPSOIDAL, SILVER, WATER TANK, THAT IS SUPPORTED BY SIX
 FG1880'LEGS AND HAS PARIS ARKANSAS PAINTED IN BLACK LETTERS ON THE SOUTH
 FG1880'SIDE OF THE TANK.  THE TANK IS LOCATED IN THE NORTH PART OF PARIS,
 FG1880'ABOUT 200 YARDS WEST OF EXPRESS STREET AND OWNED BY THE CITY OF
 FG1880'PARIS, TELEPHONE NUMBER 963-2450.
 FG1880'
 FG1880'TO REACH THE STATION FROM THE LOGAN COUNTY COURTHOUSE IN PARIS, GO
 FG1880'NORTH ON EXPRESS STREET FOR 0.35 MILE TO THE STATION ON THE LEFT.
 FG1880
 FG1880                          STATION RECOVERY (2005)
 FG1880
 FG1880'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1880'TOWER IS IN PLACE...HAS A NEW PAINT JOB IT LOOKS LIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1900 ***********************************************************************
 FG1900  DESIGNATION -  PARIS W ARK TEL MICROWAVE
 FG1900  PID         -  FG1900
 FG1900  STATE/COUNTY-  AR/LOGAN
 FG1900  USGS QUAD   -  CAULKSVILLE (1993)
 FG1900
 FG1900                         *CURRENT SURVEY CONTROL
 FG1900  ___________________________________________________________________
 FG1900* NAD 83(1997)-  35 18 09.19888(N)    093 45 12.41207(W)     ADJUSTED  
 FG1900* NAVD 88     -                                                        
 FG1900  ___________________________________________________________________
 FG1900  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FG1900  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FG1900
 FG1900  HORZ ORDER  -  THIRD
 FG1900
 FG1900.The horizontal coordinates were established by classical geodetic methods
 FG1900.and adjusted by the National Geodetic Survey in September 1999..
 FG1900
 FG1900
 FG1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1900
 FG1900.The geoid height was determined by GEOID03.
 FG1900
 FG1900;                    North         East     Units Scale Factor Converg.
 FG1900;SPC AR N     -   108,946.623   240,539.115   MT  0.99994795   -1 01 13.2
 FG1900;SPC AR N     -   357,435.71    789,168.75   sFT  0.99994795   -1 01 13.2
 FG1900;UTM  15      - 3,906,856.418   431,500.011   MT  0.99965782   -0 26 07.5
 FG1900
 FG1900                          SUPERSEDED SURVEY CONTROL
 FG1900
 FG1900  NAD 83(1997)-  35 18 09.21019(N)    093 45 12.40956(W) AD(       ) 4
 FG1900  NAD 83(1986)-  35 18 09.21081(N)    093 45 12.40623(W) AD(       ) 4
 FG1900  NAD 27      -  35 18 08.89705(N)    093 45 11.70014(W) AD(       ) 3
 FG1900
 FG1900.Superseded values are not recommended for survey control.
 FG1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1900.See file dsdata.txt to determine how the superseded data were derived.
 FG1900
 FG1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3150006856(NAD 83)
 FG1900_MARKER: 42 = RADIO/TV MAST
 FG1900
 FG1900  HISTORY     - Date     Condition        Report By
 FG1900  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1900
 FG1900                          STATION DESCRIPTION
 FG1900
 FG1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1900'THE STATION, PARIS MICROWAVE KVD 72, IS THE LIGHT ATOP A 300 FOOT
 FG1900'TALL, TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED ALTERNATELY RED
 FG1900'AND WHITE.  IT IS LOCATED AT THE EAST END OF SHORT MOUNTAIN NORTH
 FG1900'OF PARIS AND IS OWNED BY THE WESTERN ARKANSAS TELEPHONE COMPANY.
 FG1900'THE MAST IS A POINT-TO-POINT MICROWAVE THAT HAS TWO REFLECTOR
 FG1900'DISHES AT THE TOP.
 FG1900'
 FG1900'TO REACH THE STATION FROM THE LOGAN COUNTY COURTHOUSE IN PARIS, GO
 FG1900'WEST ON STATE HIGHWAY 22 FOR 0.75 MILE TO A DIRT ROAD ON THE RIGHT.
 FG1900'TURN RIGHT AND GO NORTH AND NORTHWEST ON THE DIRT ROAD FOR 1.5
 FG1900'MILES TO THE CREST OF SHORT MOUNTAIN AND A FORK.  TAKE THE RIGHT
 FG1900'FORK, PASS THROUGH A GATE, AND GO EAST ON A TRACK ROAD FOR 0.15 MILE
 FG1900'TO ANOTHER GATE.  PASS THROUGH THE GATE AND CONTINUE EAST ON THE
 FG1900'TRACK ROAD FOR 0.4 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1678 ***********************************************************************
 FG1678  DESIGNATION -  PARK
 FG1678  PID         -  FG1678
 FG1678  STATE/COUNTY-  AR/VAN BUREN
 FG1678  USGS QUAD   -  OLD LEXINGTON (1973)
 FG1678
 FG1678                         *CURRENT SURVEY CONTROL
 FG1678  ___________________________________________________________________
 FG1678* NAD 83(1997)-  35 40 10.29983(N)    092 28 53.57985(W)     ADJUSTED  
 FG1678* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 FG1678  ___________________________________________________________________
 FG1678  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 FG1678  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG1678
 FG1678  HORZ ORDER  -  THIRD
 FG1678
 FG1678.The horizontal coordinates were established by classical geodetic methods
 FG1678.and adjusted by the National Geodetic Survey in September 1999..
 FG1678
 FG1678.The orthometric height was scaled from a topographic map.
 FG1678
 FG1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1678
 FG1678.The geoid height was determined by GEOID03.
 FG1678
 FG1678;                    North         East     Units Scale Factor Converg.
 FG1678;SPC AR N     -   148,346.278   356,404.175   MT  0.99993704   -0 16 48.8
 FG1678;SPC AR N     -   486,699.41  1,169,302.70   sFT  0.99993704   -0 16 48.8
 FG1678;UTM  15      - 3,947,419.047   546,921.048   MT  0.99962713   +0 18 08.3
 FG1678
 FG1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1678!SPC AR N     -   0.99993639  x   0.99993704  =   0.99987343
 FG1678!UTM  15      -   0.99993639  x   0.99962713  =   0.99956354
 FG1678
 FG1678|---------------------------------------------------------------------|
 FG1678| PID    Reference Object                     Distance      Geod. Az  |
 FG1678|                                                           dddmmss.s |
 FG1678| CI1896 PARK RM 1                             9.449 METERS 13444     |
 FG1678| FG1677 PARK 2                                4.955 METERS 21321     |
 FG1678| CI1894 PARK AZ MK                                         3141337.3 |
 FG1678| CI1895 PARK AZ MK RESET                                   3141506.9 |
 FG1678| CI1897 PARK RM 2                             8.940 METERS 31537     |
 FG1678|---------------------------------------------------------------------|
 FG1678
 FG1678                          SUPERSEDED SURVEY CONTROL
 FG1678
 FG1678  NAD 83(1986)-  35 40 10.31180(N)    092 28 53.57836(W) AD(       ) 3
 FG1678  NAD 27      -  35 40 10.02700(N)    092 28 53.00600(W) AD(       ) 3
 FG1678
 FG1678.Superseded values are not recommended for survey control.
 FG1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1678.See file dsdata.txt to determine how the superseded data were derived.
 FG1678
 FG1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4692147419(NAD 83)
 FG1678_MARKER: DS = TRIANGULATION STATION DISK
 FG1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1678_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1678
 FG1678  HISTORY     - Date     Condition        Report By
 FG1678  HISTORY     - 1954     MONUMENTED       CGS
 FG1678  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FG1678
 FG1678                          STATION DESCRIPTION
 FG1678
 FG1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1678'THE STATION IS ABOUT 6 MILES NORTH OF CLINTON ON THE RIGHT-OF-WAY
 FG1678'OF U.S. HIGHWAY 65, 57 FEET WEST OF THE CENTER-LINE OF THE
 FG1678'HIGHWAY, 5 FEET EAST OF A FENCE LINE AND 5 FEET EAST OF A
 FG1678'4 IN X 4 IN WITNESS POST.  IT IS ACROSS THE ROAD FROM A ROAD-SIDE
 FG1678'PARK THAT HAS A SMALL POND TO THE NORTH.
 FG1678'
 FG1678'TO REACH THE STATION FROM THE ARCHEY FORK LITTLE RED RIVER
 FG1678'BRIDGE ON U.S. HIGHWAY 65 ABOUT 1 MILE NORTH OF CLINTON, GO
 FG1678'NORTH AND NORTHWESTERLY ON THE HIGHWAY FOR 5.6 MILES TO THE
 FG1678'STATION ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON THE
 FG1678'HIGHWAY FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FG1678'DESCRIBED.
 FG1678'
 FG1678'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1678'PARK 1954.
 FG1678'
 FG1678'REFERENCE MARK NO. 1 IS 57 FEET WEST OF THE CENTER-LINE OF THE
 FG1678'HIGHWAY AND 1 FOOT EAST OF THE WIRE FENCE.  THE MARK PROJECTS
 FG1678'3 INCHES AND THE DISK IS STAMPED PARK NO 1 1954.
 FG1678'
 FG1678'REFERENCE MARK NO. 2 IS 57 FEET WEST OF THE CENTER-LINE OF THE
 FG1678'HIGHWAY AND 7 FEET EAST OF THE FENCE.  THE MARK PROJECTS 3
 FG1678'INCHES AND THE DISK IS STAMPED PARK NO 2 1954.
 FG1678'
 FG1678'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTER-LINE OF THE
 FG1678'HIGHWAY, 3 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET SOUTH
 FG1678'OF A 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 3 INCHES
 FG1678'AND THE DISK IS STAMPED PARK 1954.
 FG1678'
 FG1678'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FG1678
 FG1678                          STATION RECOVERY (1963)
 FG1678
 FG1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 FG1678'THE STATION WAS VISITED 12-3-63 AND THE STATION MARK, REFERENCE
 FG1678'MARK NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 FG1678'CONDITION.  ALL FOUR MARKS WERE REQUESTED MOVED DUE TO ROAD
 FG1678'CONSTRUCTION.  THIS WAS DONE BY ESTABLISHING A NEW STATION
 FG1678'PARK 2 1963, 18.39 FEET SOUTHWEST OF THE STATION AND USED AS
 FG1678'THE AZIMUTH MARK FOR THE NEW STATION.  THE DISKS FOR ALL THE
 FG1678'MARKS WERE RECLAIMED AFTER THE NEW MARKS WERE ESTABLISHED.  THE
 FG1678'UNDERGROUND DISK WILL BE DESTROYED DURING THE CONSTRUCTION
 FG1678'OF THE HIGHWAY, DUE TO DEEP CUT IN THIS AREA.
 FG1678'
 FG1678'SEE DESCRIPTION FOR PARK 2 1963
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0854 ***********************************************************************
 GF0854  DESIGNATION -  PARK
 GF0854  PID         -  GF0854
 GF0854  STATE/COUNTY-  AR/MADISON
 GF0854  USGS QUAD   -  HUNTSVILLE (1973)
 GF0854
 GF0854                         *CURRENT SURVEY CONTROL
 GF0854  ___________________________________________________________________
 GF0854* NAD 83(1997)-  36 00 33.92605(N)    093 42 38.52434(W)     ADJUSTED  
 GF0854* NAVD 88     -       433.5    (meters)    1422.     (feet)  VERTCON   
 GF0854  ___________________________________________________________________
 GF0854  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GF0854  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GF0854
 GF0854  HORZ ORDER  -  SECOND
 GF0854
 GF0854.The horizontal coordinates were established by classical geodetic methods
 GF0854.and adjusted by the National Geodetic Survey in September 1999..
 GF0854
 GF0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0854
 GF0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0854
 GF0854.The geoid height was determined by GEOID03.
 GF0854
 GF0854;                    North         East     Units Scale Factor Converg.
 GF0854;SPC AR N     -   187,290.879   245,788.627   MT  0.99996340   -0 59 43.6
 GF0854;SPC AR N     -   614,470.16    806,391.52   sFT  0.99996340   -0 59 43.6
 GF0854;UTM  15      - 3,985,227.243   435,953.300   MT  0.99965054   -0 25 04.3
 GF0854
 GF0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0854!SPC AR N     -   0.99993634  x   0.99996340  =   0.99989974
 GF0854!UTM  15      -   0.99993634  x   0.99965054  =   0.99958690
 GF0854
 GF0854|---------------------------------------------------------------------|
 GF0854| PID    Reference Object                     Distance      Geod. Az  |
 GF0854|                                                           dddmmss.s |
 GF0854| CI1899 PARK RM 2                            17.064 METERS 24004     |
 GF0854| CI1898 PARK AZ MK                                         3342312.0 |
 GF0854| GF0855 PARK RM 1                            13.692 METERS 33551     |
 GF0854|---------------------------------------------------------------------|
 GF0854
 GF0854                          SUPERSEDED SURVEY CONTROL
 GF0854
 GF0854  NAD 83(1997)-  36 00 33.93740(N)    093 42 38.52482(W) AD(       ) 2
 GF0854  NAD 83(1986)-  36 00 33.93703(N)    093 42 38.52589(W) AD(       ) 2
 GF0854  NAD 27      -  36 00 33.65907(N)    093 42 37.83998(W) AD(       ) 2
 GF0854  NGVD 29 (07/19/86)  433.4    (m)         1422.     (f) VERT ANG       
 GF0854
 GF0854.Superseded values are not recommended for survey control.
 GF0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0854.See file dsdata.txt to determine how the superseded data were derived.
 GF0854
 GF0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3595385227(NAD 83)
 GF0854_MARKER: DS = TRIANGULATION STATION DISK
 GF0854_SETTING: 66 = SET IN ROCK OUTCROP
 GF0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0854+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 GF0854
 GF0854  HISTORY     - Date     Condition        Report By
 GF0854  HISTORY     - 1971     MONUMENTED       NGS
 GF0854  HISTORY     - 1987     GOOD             USPSQD
 GF0854  HISTORY     - 1988     GOOD             USPSQD
 GF0854  HISTORY     - 20050124 GOOD             GEOCAC
 GF0854
 GF0854                          STATION DESCRIPTION
 GF0854
 GF0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0854'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 1-1/2 MILES EAST OF
 GF0854'HUNTSVILLE, 5 MILES NORTH AND 1-1/2 MILES WEST OF WITTER AND 2 MILES
 GF0854'SOUTH OF THE JUNCTION OF STATE HIGHWAYS 23 AND 74, IN THE SOUTHWEST
 GF0854'1/4 OF SECTION 35, T. 16 N., R. 26 W., IN THE NORTH PART OF A
 GF0854'ROADSIDE PARK AND ON PROPERTY OWNED BY THE ARKANSAS HIGHWAY
 GF0854'DEPARTMENT.
 GF0854'
 GF0854'TO REACH THE STATION FROM THE NORTH SIDE OF THE MADISON COUNTY
 GF0854'COURTHOUSE IN HUNTSVILLE, GO EAST ON MAIN STREET FOR 0.05 MILE TO
 GF0854'THE JUNCTION WITH HARRIS STREET (STATE HIGHWAY 23).  TURN RIGHT AND
 GF0854'GO SOUTH ON STATE HIGHWAY 23 FOR 4.4 MILES TO THE JUNCTION WITH
 GF0854'STATE HIGHWAY 74.  CONTINUE SOUTHERLY ON STATE HIGHWAY 23 FOR 1.5
 GF0854'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON STATE
 GF0854'HIGHWAY 23 FOR 0.3 MILE TO A ROADSIDE PARK AND THE STATION ON THE
 GF0854'RIGHT.
 GF0854'
 GF0854'STATION MARK IS A STANDARD DISK, STAMPED PARK 1971, CEMENTED IN A
 GF0854'DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE
 GF0854'GROUND SURFACE.  IT IS 113.3 FEET NORTHEAST OF THE NORTHWEST CORNER
 GF0854'OF A PICNIC BUILDING, 82.0 FEET NORTHWEST OF THE CENTER OF A
 GF0854'GRAVELED ROAD, AND 40.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 GF0854'HIGHWAY 23.
 GF0854'
 GF0854'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PARK NO 1 1971, CEMENTED
 GF0854'IN A DRILL HOLE IN A 2 X 2 FOOT OUTCROP, THAT IS FLUSH WITH THE
 GF0854'GROUND SURFACE.  IT IS 135.0 FEET NORTH OF THE NORTHWEST CORNER OF
 GF0854'THE PICNIC BUILDING, 33.0 FEET SOUTHWEST OF THE CENTERLINE OF
 GF0854'STATE HIGHWAY 23, 33.0 FEET EAST OF A 10-INCH CHERRY TREE IN A
 GF0854'FENCE LINE AND ABOUT 2 FEET LOWER THAN THE STATION.
 GF0854'
 GF0854'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PARK NO 2 1971, CEMENTED
 GF0854'IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP, THAT IS FLUSH WITH
 GF0854'THE GROUND SURFACE.  IT IS 100.0 FEET WEST OF THE CENTER OF THE
 GF0854'GRAVELED ROAD, 96.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 GF0854'HIGHWAY 23, 60.0 FEET NORTH OF THE NORTHEAST CORNER OF THE PICNIC
 GF0854'BUILDING, 35.0 FEET EAST OF A FENCE AND ABOUT 3 FEET LOWER THAN
 GF0854'THE STATION.
 GF0854'
 GF0854'AZIMUTH MARK IS A STANDARD DISK, STAMPED PARK 1971, SET IN THE TOP
 GF0854'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1 INCH
 GF0854'ABOVE THE GROUND.  IT IS 38.0 FEET WEST OF THE CENTERLINE OF STATE
 GF0854'HIGHWAY 23, 15.0 FEET NORTH OF THE CENTER OF A GRAVELED FARM
 GF0854'DRIVEWAY, 1.5 FEET SOUTHWEST OF A WITNESS POST AND 1.5 FEET EAST OF A
 GF0854'FENCE.
 GF0854'
 GF0854'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 GF0854
 GF0854                          STATION RECOVERY (1987)
 GF0854
 GF0854'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0854'RECOVERED IN GOOD CONDITION.
 GF0854
 GF0854                          STATION RECOVERY (1988)
 GF0854
 GF0854'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0854'RECOVERED IN GOOD CONDITION.
 GF0854
 GF0854                          STATION RECOVERY (2005)
 GF0854
 GF0854'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0854'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1677 ***********************************************************************
 FG1677  DESIGNATION -  PARK 2
 FG1677  PID         -  FG1677
 FG1677  STATE/COUNTY-  AR/VAN BUREN
 FG1677  USGS QUAD   -  OLD LEXINGTON (1973)
 FG1677
 FG1677                         *CURRENT SURVEY CONTROL
 FG1677  ___________________________________________________________________
 FG1677* NAD 83(1997)-  35 40 10.16554(N)    092 28 53.68817(W)     ADJUSTED  
 FG1677* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 FG1677  ___________________________________________________________________
 FG1677  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 FG1677  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG1677
 FG1677  HORZ ORDER  -  THIRD
 FG1677
 FG1677.The horizontal coordinates were established by classical geodetic methods
 FG1677.and adjusted by the National Geodetic Survey in September 1999..
 FG1677.No horizontal observational check was made to the station.
 FG1677
 FG1677.The orthometric height was scaled from a topographic map.
 FG1677
 FG1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1677
 FG1677.The geoid height was determined by GEOID03.
 FG1677
 FG1677;                    North         East     Units Scale Factor Converg.
 FG1677;SPC AR N     -   148,342.153   356,401.431   MT  0.99993704   -0 16 48.8
 FG1677;SPC AR N     -   486,685.88  1,169,293.69   sFT  0.99993704   -0 16 48.8
 FG1677;UTM  15      - 3,947,414.895   546,918.346   MT  0.99962713   +0 18 08.3
 FG1677
 FG1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1677!SPC AR N     -   0.99993639  x   0.99993704  =   0.99987343
 FG1677!UTM  15      -   0.99993639  x   0.99962713  =   0.99956354
 FG1677
 FG1677|---------------------------------------------------------------------|
 FG1677| PID    Reference Object                     Distance      Geod. Az  |
 FG1677|                                                           dddmmss.s |
 FG1677| FG1678 PARK                                  4.955 METERS 03321     |
 FG1677| CI1900 PARK 2 RM 3                          10.505 METERS 20253     |
 FG1677| CI1901 PARK 2 RM 4                          10.378 METERS 29526     |
 FG1677| CI1895 PARK AZ MK RESET                                   3144113.0 |
 FG1677|---------------------------------------------------------------------|
 FG1677
 FG1677                          SUPERSEDED SURVEY CONTROL
 FG1677
 FG1677  NAD 83(1986)-  35 40 10.17751(N)    092 28 53.68668(W) AD(       ) 3
 FG1677  NAD 27      -  35 40 09.89290(N)    092 28 53.11420(W) AD(       ) 3
 FG1677
 FG1677.Superseded values are not recommended for survey control.
 FG1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1677.See file dsdata.txt to determine how the superseded data were derived.
 FG1677
 FG1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4691847415(NAD 83)
 FG1677_MARKER: DS = TRIANGULATION STATION DISK
 FG1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1677
 FG1677  HISTORY     - Date     Condition        Report By
 FG1677  HISTORY     - 1963     MONUMENTED       CGS
 FG1677
 FG1677                          STATION DESCRIPTION
 FG1677
 FG1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (AKH)
 FG1677'THE STATION IS LOCATED 6.35 MILES NW ALONG U.S. HIGHWAY 65
 FG1677'FROM ITS JUNCTION WITH STATE HIGHWAY 95 AT CLINTON, ON THE TOP
 FG1677'OF A LONG GRADE, ACROSS THE HIGHWAY FROM A ROAD SIDE PARK,
 FG1677'ABOUT 250 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A POND,
 FG1677'74 FEET WEST OF THE CENTERLINE OF THE HIGHWAY ON THE NORTHEAST
 FG1677'SLOPE OF THE HILL AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 FG1677'IT IS A STANDARD DISK, STAMPED PARK 2 1963, PROJECTING 6
 FG1677'INCHES.
 FG1677'
 FG1677'REFERENCE MARK NO. 3 IS 34.46 FEET WSW OF THE STATION ABOUT
 FG1677'3 FEET ABOVE THE ELEVATION OF THE STATION, 108 FEET WEST OF
 FG1677'THE CENTER OF THE HIGHWAY, AND 1 FOOT WEST OF A METAL WITNESS
 FG1677'POST.  IT IS A STANDARD DISK STAMPED PARK 2 1963 NO 3 PROJECTING
 FG1677'4 INCHES.
 FG1677'
 FG1677'REFERENCE MARK NO. 4 IS 34.05 FEET NORTHWEST OF THE STATION,
 FG1677'84 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST
 FG1677'OF THE METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 FG1677'PARK 2 NO 4 1963, PROJECTING 6 INCHES.
 FG1677'
 FG1677'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 49.51
 FG1677'FEET.
 FG1677'
 FG1677'THE AZIMUTH MARK IS 0.4 MILE NORTH WEST OF THE STATION, 65 FEET
 FG1677'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND ACROSS THE
 FG1677'HIGHWAY FROM MR. JACOB B. BEAVERS HOUSE, 3 FEET SOUTH OF THE
 FG1677'PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, 122 FEET
 FG1677'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL POND, AND 1 FOOT
 FG1677'SOUTHWEST OF A METAL WITNESS POST.  IT IS SET IN A THICKET OF
 FG1677'PINE TREES.  IT IS A STANDARD DISK, STAMPED PARK 1954 RESET
 FG1677'1963, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2013 ***********************************************************************
 AI2013  DESIGNATION -  PARK RESET
 AI2013  PID         -  AI2013
 AI2013  STATE/COUNTY-  AR/SEVIER
 AI2013  USGS QUAD   -  DE QUEEN (1966)
 AI2013
 AI2013                         *CURRENT SURVEY CONTROL
 AI2013  ___________________________________________________________________
 AI2013* NAD 83(1997)-  34 03 02.42232(N)    094 19 46.60842(W)     ADJUSTED  
 AI2013* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 AI2013  ___________________________________________________________________
 AI2013  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AI2013  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AI2013
 AI2013  HORZ ORDER  -  FIRST
 AI2013
 AI2013.The horizontal coordinates were established by classical geodetic methods
 AI2013.and adjusted by the National Geodetic Survey in September 1999..
 AI2013
 AI2013.The orthometric height was scaled from a topographic map.
 AI2013
 AI2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2013
 AI2013.The geoid height was determined by GEOID03.
 AI2013
 AI2013;                    North         East     Units Scale Factor Converg.
 AI2013;SPC AR S     -   555,950.209   184,943.131   MT  0.99991851   -1 18 13.9
 AI2013;SPC AR S     - 1,823,979.98    606,767.59   sFT  0.99991851   -1 18 13.9
 AI2013;UTM  15      - 3,768,571.875   377,281.896   MT  0.99978564   -0 44 40.5
 AI2013
 AI2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2013!SPC AR S     -   0.99998240  x   0.99991851  =   0.99990091
 AI2013!UTM  15      -   0.99998240  x   0.99978564  =   0.99976804
 AI2013
 AI2013|---------------------------------------------------------------------|
 AI2013| PID    Reference Object                     Distance      Geod. Az  |
 AI2013|                                                           dddmmss.s |
 AI2013| CX6023 PARK RM 1                            19.573 METERS 06628     |
 AI2013| CX6022 PARK AZ MK                                         0715844.1 |
 AI2013| CX6025 PARK RM 3                            25.064 METERS 14021     |
 AI2013| EK0875 DE QUEEN MUNICIPAL TANK             APPROX. 1.6 KM 2132352.5 |
 AI2013| EK0877 DIERKS LMBR COAL CO TANK            APPROX. 5.0 KM 2243104.8 |
 AI2013| CX6024 PARK RM 2                            26.939 METERS 27729     |
 AI2013|---------------------------------------------------------------------|
 AI2013
 AI2013                          SUPERSEDED SURVEY CONTROL
 AI2013
 AI2013  NAD 83(1997)-  34 03 02.42534(N)    094 19 46.60667(W) AD(       ) 1
 AI2013  NAD 83(1986)-  34 03 02.43016(N)    094 19 46.60223(W) AD(       ) 1
 AI2013
 AI2013.Superseded values are not recommended for survey control.
 AI2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2013.See file dsdata.txt to determine how the superseded data were derived.
 AI2013
 AI2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7728268572(NAD 83)
 AI2013_MARKER: DS = TRIANGULATION STATION DISK
 AI2013_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2013_SP_SET: DRILL HOLE IN CONCRETE PARK LOT
 AI2013_STAMPING: PARK 1952 1974
 AI2013_MARK LOGO: NGS   
 AI2013
 AI2013  HISTORY     - Date     Condition        Report By
 AI2013  HISTORY     - 1974     MONUMENTED       NGS
 AI2013
 AI2013                          STATION DESCRIPTION
 AI2013
 AI2013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 AI2013'THE STATION WAS VISITED 3-3-73 AND THE STATION AND REFERENCE MARKS
 AI2013'NO. 1 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD BEEN
 AI2013'DESTROYED AND THE AZIMUTH MARK WAS FOUND WITH THE DISK REMOVED.
 AI2013'THE AREA AROUND THE STATION WAS IN THE PROCESS OF BEING SURFACED
 AI2013'FOR A PARKING LOT AT THIS DATE.  THE STATION WAS REFERENCED BY
 AI2013'ANGLES AND MEASUREMENT TO REFERENCE MARK NO. 1 AND POINT A A
 AI2013'TEMPORARY POINT, TO BE RESET IN ITS ORIGNINAL POSITION AT A LATER
 AI2013'DATE.  ON 4-16-74 THE STATION WAS PUT BACK IN ITS ORIGINAL POSITION
 AI2013'IN A DRILL HOLE FLUSH WITH THE CONCRETE PARKING LOT.  A NEW
 AI2013'DESCRIPTION FOLLOWS.
 AI2013'
 AI2013'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF DEQUEEN IN THE
 AI2013'PARKING AREA OF FRANKS RECREATION CENTER.  IT IS 53.5 FEET NORTHEAST
 AI2013'OF THE NORTHEAST CORNER OF THE RECREATION HALL, 2 FEET SOUTHWEST OF
 AI2013'THE PROJECTED PLANE OF THE NORTH WALL OF THE BUILDING, 171 FEET
 AI2013'EAST-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 70, 69 FEET
 AI2013'SOUTH OF THE CENTER OF A BLACK TOP ROAD, AND 96 FEET NORTHWEST OF
 AI2013'THE NORTHWEST CORNER OF A BRICK BUILDING OF THE POWER CO.  IT
 AI2013'IS A STANDARD TRIANGULATION DISK STAMPED PARK 1952 1974, SET
 AI2013'IN A DRILL HOLE IN THE CONCRETE PARKING LOT.
 AI2013'
 AI2013'REFERENCE MARK NO. 1 IS 64.21 FEET EAST-NORTHEAST OF THE STATION.  IT
 AI2013'IS 53 FEET SOUTH OF THE CENTER OF THE BLACK TOP STREET, 4 FEET EAST
 AI2013'OF THE EAST EDGE OF THE CONCRETE PARKING LOT FOR FRANK RECREATION
 AI2013'CENTER, 12 FEET WEST OF AN 18-INCH OAK TREE AND 67 FEET NNW OF THE
 AI2013'NW CORNER OF THE REA BUILDING.  IT IS A REFERENCE MARK DISK,
 AI2013'STAMPED PARK NO 1 1952, PROJECTING 2 INCHES.
 AI2013'
 AI2013'REFERENCE MARK NO. 3 IS 82.23 FEET SOUTHEAST OF THE STATION, 40 FEET
 AI2013'NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 7 FEET WEST OF A
 AI2013'POWER POLE, 4 FEET WEST OF THE EDGE OF THE CONCRETE AND 141 FEET
 AI2013'SOUTH OF THE CENTER OF THE BLACK TOP ROAD.  IT IS A REFERENCE MARK
 AI2013'DISK STAMPED PARK NO 3 1952 1974 SET IN A DRILL HOLE FLUSH WITH
 AI2013'THE CONCRETE PARKING AREA.
 AI2013'
 AI2013'TO REACH THE STATION FROM THE POST OFFICE IN DEQUEEN GO EAST AND
 AI2013'NORTH ON U.S. HIGHWAY 70, FOR 1.15 MILE TO ITS JUNCTION WITH U.S.
 AI2013'HIGHWAY 71, CONTINUE NORTH ON U.S. HIGHWAY 70 FOR 0.3 MILE TO A
 AI2013'CROSS STREET AT FRANKS RECREATION CENTER ON THE RIGHT AND THE
 AI2013'STATION IN THE PARKING AREA.
 AI2013'
 AI2013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DEQUEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0855 ***********************************************************************
 GF0855  DESIGNATION -  PARK RM 1
 GF0855  PID         -  GF0855
 GF0855  STATE/COUNTY-  AR/MADISON
 GF0855  USGS QUAD   -  HUNTSVILLE (1973)
 GF0855
 GF0855                         *CURRENT SURVEY CONTROL
 GF0855  ___________________________________________________________________
 GF0855* NAD 83(1997)-  36 00 34.33141(N)    093 42 38.74799(W)     ADJUSTED  
 GF0855* NAVD 88     -       432.3    (meters)    1418.     (feet)  VERTCON   
 GF0855  ___________________________________________________________________
 GF0855  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GF0855  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GF0855
 GF0855  HORZ ORDER  -  SECOND
 GF0855
 GF0855.The horizontal coordinates were established by classical geodetic methods
 GF0855.and adjusted by the National Geodetic Survey in September 1999..
 GF0855
 GF0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0855
 GF0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0855
 GF0855.The geoid height was determined by GEOID03.
 GF0855
 GF0855;                    North         East     Units Scale Factor Converg.
 GF0855;SPC AR N     -   187,303.468   245,783.245   MT  0.99996341   -0 59 43.8
 GF0855;SPC AR N     -   614,511.46    806,373.86   sFT  0.99996341   -0 59 43.8
 GF0855;UTM  15      - 3,985,239.773   435,947.793   MT  0.99965055   -0 25 04.4
 GF0855
 GF0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0855!SPC AR N     -   0.99993652  x   0.99996341  =   0.99989994
 GF0855!UTM  15      -   0.99993652  x   0.99965055  =   0.99958710
 GF0855
 GF0855|---------------------------------------------------------------------|
 GF0855| PID    Reference Object                     Distance      Geod. Az  |
 GF0855|                                                           dddmmss.s |
 GF0855| GF0854 PARK                                 13.692 METERS 15551     |
 GF0855| GF0865 DRAKES                              APPROX. 5.7 KM 2824717.9 |
 GF0855|---------------------------------------------------------------------|
 GF0855
 GF0855                          SUPERSEDED SURVEY CONTROL
 GF0855
 GF0855  NAD 83(1997)-  36 00 34.34277(N)    093 42 38.74847(W) AD(       ) 2
 GF0855  NAD 83(1986)-  36 00 34.34242(N)    093 42 38.74955(W) AD(       ) 2
 GF0855  NAD 27      -  36 00 34.06444(N)    093 42 38.06362(W) AD(       ) 2
 GF0855  NGVD 29 (07/19/86)  432.2    (m)         1418.     (f) VERT ANG       
 GF0855
 GF0855.Superseded values are not recommended for survey control.
 GF0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0855.See file dsdata.txt to determine how the superseded data were derived.
 GF0855
 GF0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3594885240(NAD 83)
 GF0855_MARKER: DS = TRIANGULATION STATION DISK
 GF0855_SETTING: 66 = SET IN ROCK OUTCROP
 GF0855_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GF0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0855+STABILITY: POSITION/ELEVATION WELL
 GF0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0855+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 GF0855
 GF0855  HISTORY     - Date     Condition        Report By
 GF0855  HISTORY     - 1971     MONUMENTED       NGS
 GF0855  HISTORY     - 1988     GOOD             USPSQD
 GF0855  HISTORY     - 20050124 GOOD             GEOCAC
 GF0855
 GF0855                          STATION DESCRIPTION
 GF0855
 GF0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0855'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PARK NO 1 1971, CEMENTED
 GF0855'IN A DRILL HOLE IN A 2 X 2 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE
 GF0855'GROUND SURFACE.  IT IS 135.0 FEET NORTH OF THE NORTHWEST CORNER OF
 GF0855'THE PICNIC BUILDING, 33.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 GF0855'HIGHWAY 23, 33.0 FEET EAST OF A 10-INCH CHERRY TREE IN A FENCE
 GF0855'LINE AND ABOUT 2 FEET LOWER THAN THE STATION.
 GF0855
 GF0855                          STATION RECOVERY (1988)
 GF0855
 GF0855'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0855'RECOVERED IN GOOD CONDITION.
 GF0855
 GF0855                          STATION RECOVERY (2005)
 GF0855
 GF0855'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0855'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2067 ***********************************************************************
 FF2067  DESIGNATION -  PARKIN NORTH MUNICIPAL TANK
 FF2067  PID         -  FF2067
 FF2067  STATE/COUNTY-  AR/CROSS
 FF2067  USGS QUAD   -  PARKIN (1993)
 FF2067
 FF2067                         *CURRENT SURVEY CONTROL
 FF2067  ___________________________________________________________________
 FF2067* NAD 83(1997)-  35 16 26.17179(N)    090 33 31.29857(W)     ADJUSTED  
 FF2067* NAVD 88     -                                                        
 FF2067  ___________________________________________________________________
 FF2067  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FF2067  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF2067
 FF2067  HORZ ORDER  -  THIRD
 FF2067
 FF2067.The horizontal coordinates were established by classical geodetic methods
 FF2067.and adjusted by the National Geodetic Survey in September 1999..
 FF2067
 FF2067
 FF2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2067
 FF2067.The geoid height was determined by GEOID03.
 FF2067
 FF2067;                    North         East     Units Scale Factor Converg.
 FF2067;SPC AR N     -   105,311.484   531,123.009   MT  0.99995051   +0 50 19.3
 FF2067;SPC AR N     -   345,509.43  1,742,526.07   sFT  0.99995051   +0 50 19.3
 FF2067;UTM  15      - 3,906,155.146   722,050.789   MT  1.00020769   +1 24 37.4
 FF2067
 FF2067                          SUPERSEDED SURVEY CONTROL
 FF2067
 FF2067  NAD 83(1997)-  35 16 26.17532(N)    090 33 31.29668(W) AD(       ) 4
 FF2067  NAD 83(1997)-  35 16 26.18179(N)    090 33 31.29749(W) AD(       ) 4
 FF2067  NAD 83(1986)-  35 16 26.18230(N)    090 33 31.29857(W) AD(       ) 4
 FF2067  NAD 27      -  35 16 25.86300(N)    090 33 30.92100(W) AD(       ) 3
 FF2067
 FF2067.Superseded values are not recommended for survey control.
 FF2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2067.See file dsdata.txt to determine how the superseded data were derived.
 FF2067
 FF2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2205106155(NAD 83)
 FF2067_MARKER: 53 = ELEVATED TANK
 FF2067
 FF2067  HISTORY     - Date     Condition        Report By
 FF2067  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2067
 FF2067                          STATION DESCRIPTION
 FF2067
 FF2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2067'THE STATION IS LOCATED AT THE EXTREME NORTH EDGE OF PARKIN.
 FF2067'
 FF2067'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 FF2067'IS PAINTED SILVER, HAS A CONICAL ROOF WITH A BALL AT THE APEX
 FF2067'AND IS 60.0 FEET HIGH.
 FF2067'
 FF2067'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2066 ***********************************************************************
 FF2066  DESIGNATION -  PARKIN SOUTH MUNICIPAL TANK
 FF2066  PID         -  FF2066
 FF2066  STATE/COUNTY-  AR/CROSS
 FF2066  USGS QUAD   -  PARKIN (1993)
 FF2066
 FF2066                         *CURRENT SURVEY CONTROL
 FF2066  ___________________________________________________________________
 FF2066* NAD 83(1997)-  35 15 36.45921(N)    090 33 20.27380(W)     ADJUSTED  
 FF2066* NAVD 88     -                                                        
 FF2066  ___________________________________________________________________
 FF2066  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FF2066  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF2066
 FF2066  HORZ ORDER  -  THIRD
 FF2066
 FF2066.The horizontal coordinates were established by classical geodetic methods
 FF2066.and adjusted by the National Geodetic Survey in September 1999..
 FF2066
 FF2066
 FF2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2066
 FF2066.The geoid height was determined by GEOID03.
 FF2066
 FF2066;                    North         East     Units Scale Factor Converg.
 FF2066;SPC AR N     -   103,783.754   531,424.067   MT  0.99995184   +0 50 25.7
 FF2066;SPC AR N     -   340,497.20  1,743,513.79   sFT  0.99995184   +0 50 25.7
 FF2066;UTM  15      - 3,904,630.103   722,367.149   MT  1.00020942   +1 24 42.1
 FF2066
 FF2066                          SUPERSEDED SURVEY CONTROL
 FF2066
 FF2066  NAD 83(1997)-  35 15 36.46253(N)    090 33 20.27181(W) AD(       ) 4
 FF2066  NAD 83(1997)-  35 15 36.46880(N)    090 33 20.27243(W) AD(       ) 4
 FF2066  NAD 83(1986)-  35 15 36.46972(N)    090 33 20.27366(W) AD(       ) 4
 FF2066  NAD 27      -  35 15 36.15100(N)    090 33 19.89700(W) AD(       ) 3
 FF2066
 FF2066.Superseded values are not recommended for survey control.
 FF2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2066.See file dsdata.txt to determine how the superseded data were derived.
 FF2066
 FF2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2236704630(NAD 83)
 FF2066_MARKER: 53 = ELEVATED TANK
 FF2066
 FF2066  HISTORY     - Date     Condition        Report By
 FF2066  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2066
 FF2066                          STATION DESCRIPTION
 FF2066
 FF2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2066'THE STATION IS LOCATED AT THE EXTREME SOUTH EDGE OF PARKIN.
 FF2066'
 FF2066'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 FF2066'IS PAINTED SILVER, HAS A CONICAL ROOF WITH A BALL AT THE
 FF2066'APEX AND IS 85.0 FEET HIGH.
 FF2066'
 FF2066'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2057 ***********************************************************************
 EJ2057  DESIGNATION -  PARKS
 EJ2057  PID         -  EJ2057
 EJ2057  STATE/COUNTY-  AR/SCOTT
 EJ2057  USGS QUAD   -  PARKS (1985)
 EJ2057
 EJ2057                         *CURRENT SURVEY CONTROL
 EJ2057  ___________________________________________________________________
 EJ2057* NAD 83(1997)-  34 47 59.17240(N)    093 57 16.95354(W)     ADJUSTED  
 EJ2057* NAVD 88     -       201.60   (+/-2cm)     661.4    (feet)  VERTCON   
 EJ2057  ___________________________________________________________________
 EJ2057  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 EJ2057  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 EJ2057
 EJ2057  HORZ ORDER  -  THIRD
 EJ2057  VERT ORDER  -  THIRD ? (See Below)
 EJ2057
 EJ2057.The horizontal coordinates were established by classical geodetic methods
 EJ2057.and adjusted by the National Geodetic Survey in September 1999..
 EJ2057
 EJ2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2057.The vertical order pertains to the NGVD 29 superseded value.
 EJ2057
 EJ2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2057
 EJ2057.The geoid height was determined by GEOID03.
 EJ2057
 EJ2057;                    North         East     Units Scale Factor Converg.
 EJ2057;SPC AR N     -    53,523.514   221,131.149   MT  1.00002894   -1 08 14.8
 EJ2057;SPC AR N     -   175,601.73    725,494.44   sFT  1.00002894   -1 08 14.8
 EJ2057;SPC AR S     -   638,304.011   221,134.095   MT  1.00000755   -1 05 38.5
 EJ2057;SPC AR S     - 2,094,169.08    725,504.11   sFT  1.00000755   -1 05 38.5
 EJ2057;UTM  15      - 3,851,253.968   412,668.088   MT  0.99969400   -0 32 41.6
 EJ2057
 EJ2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2057!SPC AR N     -   0.99997310  x   1.00002894  =   1.00000204
 EJ2057!SPC AR S     -   0.99997310  x   1.00000755  =   0.99998065
 EJ2057!UTM  15      -   0.99997310  x   0.99969400  =   0.99966711
 EJ2057
 EJ2057:                Primary Azimuth Mark                     Grid Az
 EJ2057:SPC AR N     -  PARKS AZ MK                              104 46 36.6
 EJ2057:SPC AR S     -  PARKS AZ MK                              104 44 00.3
 EJ2057:UTM  15      -  PARKS AZ MK                              104 11 03.4
 EJ2057
 EJ2057|---------------------------------------------------------------------|
 EJ2057| PID    Reference Object                     Distance      Geod. Az  |
 EJ2057|                                                           dddmmss.s |
 EJ2057| CX6026 PARKS AZ MK                                        1033821.8 |
 EJ2057| CX6027 PARKS RM 1                           10.305 METERS 18545     |
 EJ2057| CX6028 PARKS RM 2                           14.490 METERS 28859     |
 EJ2057|---------------------------------------------------------------------|
 EJ2057
 EJ2057                          SUPERSEDED SURVEY CONTROL
 EJ2057
 EJ2057  NAD 83(1997)-  34 47 59.17954(N)    093 57 16.95103(W) AD(       ) 3
 EJ2057  NAD 83(1986)-  34 47 59.17982(N)    093 57 16.94639(W) AD(       ) 3
 EJ2057  NAD 27      -  34 47 58.82710(N)    093 57 16.19940(W) AD(       ) 3
 EJ2057  NGVD 29 (07/19/86)  201.52   (m)          661.2    (f) LEVELING    3  
 EJ2057
 EJ2057.Superseded values are not recommended for survey control.
 EJ2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2057.See file dsdata.txt to determine how the superseded data were derived.
 EJ2057
 EJ2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1266851254(NAD 83)
 EJ2057_MARKER: DS = TRIANGULATION STATION DISK
 EJ2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2057
 EJ2057  HISTORY     - Date     Condition        Report By
 EJ2057  HISTORY     - 1956     MONUMENTED       CGS
 EJ2057  HISTORY     - 1959     GOOD             CGS
 EJ2057
 EJ2057                          STATION DESCRIPTION
 EJ2057
 EJ2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2057'THE STATION IS LOCATED 0.4 MILE EAST OF THE POST OFFICE IN
 EJ2057'THE SMALL VILLAGE OF PARKS, AND IN THE YARD OF MR. E.E. FROST.
 EJ2057'
 EJ2057'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 EJ2057'MARK ARE ALL STANDARD DISKS.
 EJ2057'
 EJ2057'THE STATION MARK, STAMPED PARKS 1956, IS SET IN THE TOP
 EJ2057'OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EJ2057'GROUND.  THE MARK IS 40.4 METERS SOUTH OF THE CENTER LINE
 EJ2057'OF STATE HIGHWAY 28, ABOUT 78 FEET EAST OF THE EAST SIDE
 EJ2057'OF MR. FROSTS DWELLING, 14 FEET SOUTH OF THE GARDEN FENCE
 EJ2057'CORNER, AND 3 FEET WEST OF THE GARDEN FENCE.
 EJ2057'
 EJ2057'REFERENCE MARK 1, STAMPED PARKS NO 1, IS SET IN THE TOP
 EJ2057'OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EJ2057'GROUND.  THE MARK IS 2 FEET WEST OF A GARDEN FENCE AND ABOUT
 EJ2057'2 FEET LOWER THAN THE STATION MARK.
 EJ2057'
 EJ2057'REFERENCE MARK 2, STAMPED PARKS NO 2 1956, IS SET IN THE TOP
 EJ2057'OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EJ2057'GROUND.  THE MARK IS 8 FEET SOUTH OF A LOCUST TREE AND 3
 EJ2057'FEET EAST OF NORTH CLOTHES LINE POST.
 EJ2057'
 EJ2057'THE AZIMUTH MARK, STAMPED PARKS 1956, IS SET IN THE TOP OF
 EJ2057'A CONCRETE CYLINDER THAT PROJECTS ABOUT 6 INCHES.  THE MARK
 EJ2057'IS ABOUT 48 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 EJ2057'28, ABOUT 90 FEET EAST OF THE EAST END OF A CONCRETE BRIDGE
 EJ2057'OVER A CREEK, 12 FEET WEST OF THE WEST SIDE OF A DRIVE WAY
 EJ2057'TO A FARM HOUSE, 3 FEET WEST OF A FENCE CORNER, AND 1 FOOT
 EJ2057'SOUTHEAST OF A 4 X 4-INCH WITNESS POST.
 EJ2057
 EJ2057                          STATION RECOVERY (1959)
 EJ2057
 EJ2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EJ2057'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2057'CONDITION.
 EJ2057'
 EJ2057'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0591 ***********************************************************************
 EJ0591  DESIGNATION -  PASTORIA
 EJ0591  PID         -  EJ0591
 EJ0591  STATE/COUNTY-  AR/JEFFERSON
 EJ0591  USGS QUAD   -  WHITE HALL (1984)
 EJ0591
 EJ0591                         *CURRENT SURVEY CONTROL
 EJ0591  ___________________________________________________________________
 EJ0591* NAD 83(1997)-  34 21 12.45358(N)    092 02 26.43068(W)     ADJUSTED  
 EJ0591* NAVD 88     -        65.725  (meters)     215.63   (feet)  ADJUSTED  
 EJ0591  ___________________________________________________________________
 EJ0591  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EJ0591  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EJ0591  DYNAMIC HT  -          65.662 (meters)     215.43  (feet)  COMP
 EJ0591  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 EJ0591
 EJ0591  HORZ ORDER  -  FIRST
 EJ0591  VERT ORDER  -  SECOND    CLASS 0
 EJ0591
 EJ0591.The horizontal coordinates were established by classical geodetic methods
 EJ0591.and adjusted by the National Geodetic Survey in September 1999..
 EJ0591
 EJ0591.The orthometric height was determined by differential leveling
 EJ0591.and adjusted by the National Geodetic Survey in June 1991..
 EJ0591
 EJ0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0591
 EJ0591.The geoid height was determined by GEOID03.
 EJ0591
 EJ0591.The dynamic height is computed by dividing the NAVD 88
 EJ0591.geopotential number by the normal gravity value computed on the
 EJ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0591.degrees latitude (g = 980.6199 gals.).
 EJ0591
 EJ0591.The modeled gravity was interpolated from observed gravity values.
 EJ0591
 EJ0591;                    North         East     Units Scale Factor Converg.
 EJ0591;SPC AR S     -   587,088.202   396,258.114   MT  0.99993392   -0 01 22.0
 EJ0591;SPC AR S     - 1,926,138.54  1,300,056.83   sFT  0.99993392   -0 01 22.0
 EJ0591;UTM  15      - 3,801,764.782   588,224.455   MT  0.99969594   +0 32 29.0
 EJ0591
 EJ0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0591!SPC AR S     -   0.99999378  x   0.99993392  =   0.99992770
 EJ0591!UTM  15      -   0.99999378  x   0.99969594  =   0.99968972
 EJ0591
 EJ0591|---------------------------------------------------------------------|
 EJ0591| PID    Reference Object                     Distance      Geod. Az  |
 EJ0591|                                                           dddmmss.s |
 EJ0591| EJ0592 PASTORIA RM 1                        67.015 METERS 07332     |
 EJ0591| EH3033 ALTHEIMER MUNICIPAL TANK            APPROX.18.1 KM 1020818.2 |
 EJ0591| EJ0590 PASTORIA AZ MK                                     1272252.2 |
 EJ0591| EJ1787 PINE BLUFF RADIO STA KOTN MAST      APPROX.14.7 KM 1662322.7 |
 EJ0591| EJ0593 PASTORIA RM 2                        58.130 METERS 32859     |
 EJ0591|---------------------------------------------------------------------|
 EJ0591
 EJ0591                          SUPERSEDED SURVEY CONTROL
 EJ0591
 EJ0591  NAD 83(1986)-  34 21 12.46216(N)    092 02 26.42313(W) AD(       ) 1
 EJ0591  NAD 27      -  34 21 12.11500(N)    092 02 25.91200(W) AD(       ) 1
 EJ0591  NGVD 29 (??/??/92)   65.758  (m)          215.74   (f) ADJ UNCH    2 0
 EJ0591
 EJ0591.Superseded values are not recommended for survey control.
 EJ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0591.See file dsdata.txt to determine how the superseded data were derived.
 EJ0591
 EJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8822401765(NAD 83)
 EJ0591_MARKER: DB = BENCH MARK DISK
 EJ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0591_STAMPING: PASTORIA 1940
 EJ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0591+STABILITY: SURFACE MOTION
 EJ0591
 EJ0591  HISTORY     - Date     Condition        Report By
 EJ0591  HISTORY     - 1940     MONUMENTED       CGS
 EJ0591  HISTORY     - 1940     GOOD             CGS
 EJ0591  HISTORY     - 20030625 MARK NOT FOUND   USACE
 EJ0591
 EJ0591                          STATION DESCRIPTION
 EJ0591
 EJ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ0591'STATION PASTORIA IS LOCATED IN JEFFERSON COUNTY AT THE OLD TOWN OF
 EJ0591'PASTORIA AND ON THE PROPERTY OF M.H. PIPKINS.  IT IS AT A
 EJ0591'T-ROAD INTERSECTION, AT THE BASE OF THE ARKANSAS RIVER LEVEE,
 EJ0591'50 FEET N OF THE CENTER LINE OF AN E-W ROAD AND 150 FEET
 EJ0591'S OF A GREEN FARMHOUSE.  THERE IS A WHITE REFERENCE POST
 EJ0591'5 FEET W OF THE STATION.
 EJ0591'
 EJ0591'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ0591'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EJ0591'
 EJ0591'THE SURFACE MARK PROJECTS 3 INCHES AND IS STAMPED PASTORIA
 EJ0591'1940.
 EJ0591'
 EJ0591'REFERENCE MARK NO.1 IS 1 FOOT S OF AN E-W FENCE LINE AND
 EJ0591'AT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 8 INCHES
 EJ0591'AND IS STAMPED PASTORIA NO.1, 1940.
 EJ0591'
 EJ0591'REFERENCE MARK NO.2 IS 25 FEET W OF THE CENTER LINE OF A
 EJ0591'N-S ROAD AND AT THE SAME ELEVATION AS THE STATION.  IT PROJECTS
 EJ0591'8 INCHES AND IS STAMPED PASTORIA NO.2, 1940.
 EJ0591'
 EJ0591'THE AZIMUTH MARK IS 0.4 MILE ESE OF THE STATION, 21 FEET
 EJ0591'S OF THE CENTER LINE OF THE ROAD AND AT THE TOE OF THE LEVEE.
 EJ0591'THERE IS A WHITE REFERENCE POST 2.5 FEET E OF THE AZIMUTH
 EJ0591'MARK.  THE AZIMUTH MARK PROJECTS 8 INCHES AND IS STAMPED
 EJ0591'PASTORIA 1940.
 EJ0591'
 EJ0591'TO REACH THE AZIMUTH MARK DRIVE ESE FROM THE STATION FOR 0.4
 EJ0591'MILE TO THE MARK ON THE RIGHT.
 EJ0591'
 EJ0591'TO REACH THE STATION FROM PINE BLUFF FOLLOW U.S. HIGHWAY 79
 EJ0591'NW FOR ABOUT 5 MILES TO THE BRIDGE OVER THE ARKANSAS RIVER.
 EJ0591'TAKE THE FIRST GRAVELED ROAD LEADING LEFT, NW, ALONG THE BASE
 EJ0591'OF THE LEVEE.  THIS ROAD LEAVES U.S. HIGHWAY 79 ABOUT 100
 EJ0591'YARDS N OF THE BRIDGE.  FOLLOW ALONG THE BASE OF THE LEVEE
 EJ0591'FOR 5.6 MILES TO THE T-ROAD INTERSECTION AND THE STATION.
 EJ0591'
 EJ0591'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 EJ0591
 EJ0591                          STATION RECOVERY (1940)
 EJ0591
 EJ0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 EJ0591'2.9 MI S FROM WRIGHT.
 EJ0591'2.9 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0591'WRIGHT, JEFFERSON COUNTY, 3.5 MILES ALONG A DIRT COUNTY ROAD
 EJ0591'PARALLELING THE LEVEE, 94 FEET EAST OF THE CROSSING OF A GRAVEL COUNTY
 EJ0591'ROAD, AT THE WEST CORNER OF A CULTIVATED FIELD, 60 FEET NORTHEAST OF
 EJ0591'THE LEVEE, 41 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD, 7.5
 EJ0591'FEET EAST OF A 4 BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE
 EJ0591'GROUND.  A STANDARD TRIANGULATION-STATION DISK, STAMPED PASTORIA 1940
 EJ0591'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EJ0591'GROUND.
 EJ0591
 EJ0591                          STATION RECOVERY (2003)
 EJ0591
 EJ0591'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0590 ***********************************************************************
 EJ0590  DESIGNATION -  PASTORIA AZ MK
 EJ0590  PID         -  EJ0590
 EJ0590  STATE/COUNTY-  AR/JEFFERSON
 EJ0590  USGS QUAD   -  WHITE HALL (1984)
 EJ0590
 EJ0590                         *CURRENT SURVEY CONTROL
 EJ0590  ___________________________________________________________________
 EJ0590* NAD 83(1986)-  34 21 01.     (N)    092 02 09.     (W)     SCALED    
 EJ0590* NAVD 88     -        66.584  (meters)     218.45   (feet)  ADJUSTED  
 EJ0590  ___________________________________________________________________
 EJ0590  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EJ0590  DYNAMIC HT  -          66.521 (meters)     218.24  (feet)  COMP
 EJ0590  MODELED GRAV-     979,677.7   (mgal)                       NAVD 88
 EJ0590
 EJ0590  VERT ORDER  -  SECOND    CLASS 0
 EJ0590
 EJ0590.The horizontal coordinates were scaled from a topographic map and have
 EJ0590.an estimated accuracy of +/- 6 seconds.
 EJ0590
 EJ0590.The orthometric height was determined by differential leveling
 EJ0590.and adjusted by the National Geodetic Survey in June 1991..
 EJ0590
 EJ0590.The geoid height was determined by GEOID03.
 EJ0590
 EJ0590.The dynamic height is computed by dividing the NAVD 88
 EJ0590.geopotential number by the normal gravity value computed on the
 EJ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0590.degrees latitude (g = 980.6199 gals.).
 EJ0590
 EJ0590.The modeled gravity was interpolated from observed gravity values.
 EJ0590
 EJ0590;                    North         East    Units  Estimated Accuracy
 EJ0590;SPC AR S     -   586,740.      396,700.      MT  (+/- 180 meters Scaled)
 EJ0590
 EJ0590                          SUPERSEDED SURVEY CONTROL
 EJ0590
 EJ0590  NGVD 29 (??/??/92)   66.617  (m)          218.56   (f) ADJ UNCH    2 0
 EJ0590
 EJ0590.Superseded values are not recommended for survey control.
 EJ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0590.See file dsdata.txt to determine how the superseded data were derived.
 EJ0590
 EJ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU886014(NAD 83)
 EJ0590_MARKER: DZ = AZIMUTH MARK DISK
 EJ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0590_STAMPING: PASTORIA 1940
 EJ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0590+STABILITY: SURFACE MOTION
 EJ0590
 EJ0590  HISTORY     - Date     Condition        Report By
 EJ0590  HISTORY     - 1940     MONUMENTED       CGS
 EJ0590  HISTORY     - 20030625 MARK NOT FOUND   USACE
 EJ0590
 EJ0590                          STATION DESCRIPTION
 EJ0590
 EJ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0590'2.9 MI S FROM WRIGHT.
 EJ0590'2.9 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0590'WRIGHT, JEFFERSON COUNTY, 3.5 MILES ALONG A DIRT COUNTY ROAD
 EJ0590'PARALLELING THE LEVEE, 0.3 MILE ALONG A GRAVEL COUNTY ROAD, 0.3 MILE
 EJ0590'EAST OF TRIANGULATION STATION PASTORIA, AT THE TOE OF THE LEVEE, 125
 EJ0590'YARDS WEST OF A CURVE, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 EJ0590'1.5 FEET NORTH OF A WIRE FENCE, 2.5 FEET NORTHWEST OF A 4 BY 4-INCH
 EJ0590'WHITE POST PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD AZIMUTH-MARK
 EJ0590'DISK, STAMPED PASTORIA 1940 AND SET IN THE TOP OF A CONCRETE POST
 EJ0590'PROJECTING 6 INCHES ABOVE GROUND.
 EJ0590
 EJ0590                          STATION RECOVERY (2003)
 EJ0590
 EJ0590'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0592 ***********************************************************************
 EJ0592  DESIGNATION -  PASTORIA RM 1
 EJ0592  PID         -  EJ0592
 EJ0592  STATE/COUNTY-  AR/JEFFERSON
 EJ0592  USGS QUAD   -  WHITE HALL (1984)
 EJ0592
 EJ0592                         *CURRENT SURVEY CONTROL
 EJ0592  ___________________________________________________________________
 EJ0592* NAD 83(1986)-  34 21 12.     (N)    092 02 26.     (W)     SCALED    
 EJ0592* NAVD 88     -        65.840  (meters)     216.01   (feet)  ADJUSTED  
 EJ0592  ___________________________________________________________________
 EJ0592  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EJ0592  DYNAMIC HT  -          65.777 (meters)     215.80  (feet)  COMP
 EJ0592  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 EJ0592
 EJ0592  VERT ORDER  -  SECOND    CLASS 0
 EJ0592
 EJ0592.The horizontal coordinates were scaled from a topographic map and have
 EJ0592.an estimated accuracy of +/- 6 seconds.
 EJ0592
 EJ0592.The orthometric height was determined by differential leveling
 EJ0592.and adjusted by the National Geodetic Survey in June 1991..
 EJ0592
 EJ0592.The geoid height was determined by GEOID03.
 EJ0592
 EJ0592.The dynamic height is computed by dividing the NAVD 88
 EJ0592.geopotential number by the normal gravity value computed on the
 EJ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0592.degrees latitude (g = 980.6199 gals.).
 EJ0592
 EJ0592.The modeled gravity was interpolated from observed gravity values.
 EJ0592
 EJ0592;                    North         East    Units  Estimated Accuracy
 EJ0592;SPC AR S     -   587,070.      396,270.      MT  (+/- 180 meters Scaled)
 EJ0592
 EJ0592                          SUPERSEDED SURVEY CONTROL
 EJ0592
 EJ0592  NGVD 29 (??/??/92)   65.873  (m)          216.12   (f) ADJ UNCH    2 0
 EJ0592
 EJ0592.Superseded values are not recommended for survey control.
 EJ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0592.See file dsdata.txt to determine how the superseded data were derived.
 EJ0592
 EJ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU882017(NAD 83)
 EJ0592_MARKER: DR = REFERENCE MARK DISK
 EJ0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0592_STAMPING: PASTORIA NO 1 1940
 EJ0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0592+STABILITY: SURFACE MOTION
 EJ0592
 EJ0592  HISTORY     - Date     Condition        Report By
 EJ0592  HISTORY     - 1940     MONUMENTED       CGS
 EJ0592  HISTORY     - 20030625 MARK NOT FOUND   USACE
 EJ0592
 EJ0592                          STATION DESCRIPTION
 EJ0592
 EJ0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0592'2.9 MI S FROM WRIGHT.
 EJ0592'2.9 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0592'WRIGHT, JEFFERSON COUNTY, 3.5 MILES ALONG A DIRT COUNTY ROAD
 EJ0592'PARALLELING THE LEVEE, 75 YARDS NORTHEAST OF TRIANGULATION STATION
 EJ0592'PASTORIA, AT THE NORTHWEST EDGE OF A CULTIVATED FIELD, 80 YARDS FROM
 EJ0592'THE TOE OF THE LEVEE, AND 1 FOOT SOUTH OF THE SOUTH FENCE AROUND A
 EJ0592'STOCKYARD.  A STANDARD REFERENCE-MARK DISK, STAMPED PASTORIA NO 1 1940
 EJ0592'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 EJ0592'GROUND.
 EJ0592
 EJ0592                          STATION RECOVERY (2003)
 EJ0592
 EJ0592'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0593 ***********************************************************************
 EJ0593  DESIGNATION -  PASTORIA RM 2
 EJ0593  PID         -  EJ0593
 EJ0593  STATE/COUNTY-  AR/JEFFERSON
 EJ0593  USGS QUAD   -  WHITE HALL (1984)
 EJ0593
 EJ0593                         *CURRENT SURVEY CONTROL
 EJ0593  ___________________________________________________________________
 EJ0593* NAD 83(1986)-  34 21 12.     (N)    092 02 26.     (W)     SCALED    
 EJ0593* NAVD 88     -        66.172  (meters)     217.10   (feet)  ADJUSTED  
 EJ0593  ___________________________________________________________________
 EJ0593  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EJ0593  DYNAMIC HT  -          66.109 (meters)     216.89  (feet)  COMP
 EJ0593  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 EJ0593
 EJ0593  VERT ORDER  -  SECOND    CLASS 0
 EJ0593
 EJ0593.The horizontal coordinates were scaled from a topographic map and have
 EJ0593.an estimated accuracy of +/- 6 seconds.
 EJ0593
 EJ0593.The orthometric height was determined by differential leveling
 EJ0593.and adjusted by the National Geodetic Survey in June 1991..
 EJ0593
 EJ0593.The geoid height was determined by GEOID03.
 EJ0593
 EJ0593.The dynamic height is computed by dividing the NAVD 88
 EJ0593.geopotential number by the normal gravity value computed on the
 EJ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0593.degrees latitude (g = 980.6199 gals.).
 EJ0593
 EJ0593.The modeled gravity was interpolated from observed gravity values.
 EJ0593
 EJ0593;                    North         East    Units  Estimated Accuracy
 EJ0593;SPC AR S     -   587,070.      396,270.      MT  (+/- 180 meters Scaled)
 EJ0593
 EJ0593                          SUPERSEDED SURVEY CONTROL
 EJ0593
 EJ0593  NGVD 29 (??/??/92)   66.205  (m)          217.21   (f) ADJ UNCH    2 0
 EJ0593
 EJ0593.Superseded values are not recommended for survey control.
 EJ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0593.See file dsdata.txt to determine how the superseded data were derived.
 EJ0593
 EJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU882017(NAD 83)
 EJ0593_MARKER: DR = REFERENCE MARK DISK
 EJ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0593_STAMPING: PASTORIA NO 2 1940
 EJ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0593+STABILITY: SURFACE MOTION
 EJ0593
 EJ0593  HISTORY     - Date     Condition        Report By
 EJ0593  HISTORY     - 1940     MONUMENTED       CGS
 EJ0593
 EJ0593                          STATION DESCRIPTION
 EJ0593
 EJ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0593'2.9 MI S FROM WRIGHT.
 EJ0593'2.9 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0593'WRIGHT, JEFFERSON COUNTY, 3.5 MILES ALONG A DIRT COUNTY ROAD
 EJ0593'PARALLELING THE LEVEE, 65 YARDS NORTHWEST OF TRIANGULATION STATION
 EJ0593'PASTORIA, 150 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A GRAVEL
 EJ0593'COUNTY ROAD, 26 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND 2
 EJ0593'FEET NORTH OF A GARDEN FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 EJ0593'PASTORIA NO 2 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2021 ***********************************************************************
 DK2021  DESIGNATION -  PATE
 DK2021  PID         -  DK2021
 DK2021  STATE/COUNTY-  AR/LINCOLN
 DK2021  USGS QUAD   -  DUMAS (1969)
 DK2021
 DK2021                         *CURRENT SURVEY CONTROL
 DK2021  ___________________________________________________________________
 DK2021* NAD 83(1997)-  33 58 59.15364(N)    091 29 02.20617(W)     ADJUSTED  
 DK2021* NAVD 88     -        50.96   (+/-2cm)     167.2    (feet)  VERTCON   
 DK2021  ___________________________________________________________________
 DK2021  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DK2021  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DK2021
 DK2021  HORZ ORDER  -  FIRST
 DK2021  VERT ORDER  -  THIRD ? (See Below)
 DK2021
 DK2021.The horizontal coordinates were established by classical geodetic methods
 DK2021.and adjusted by the National Geodetic Survey in September 1999..
 DK2021
 DK2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2021.The vertical order pertains to the NGVD 29 superseded value.
 DK2021
 DK2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2021
 DK2021.The geoid height was determined by GEOID03.
 DK2021
 DK2021;                    North         East     Units Scale Factor Converg.
 DK2021;SPC AR S     -   546,128.342   447,680.893   MT  0.99991887   +0 17 19.8
 DK2021;SPC AR S     - 1,791,756.07  1,468,766.40   sFT  0.99991887   +0 17 19.8
 DK2021;UTM  15      - 3,761,317.662   640,038.190   MT  0.99984175   +0 50 51.1
 DK2021
 DK2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2021!SPC AR S     -   0.99999610  x   0.99991887  =   0.99991497
 DK2021!UTM  15      -   0.99999610  x   0.99984175  =   0.99983785
 DK2021
 DK2021:                Primary Azimuth Mark                     Grid Az
 DK2021:SPC AR S     -  GOULD MUNICIPAL TANK                     272 18 32.1
 DK2021:UTM  15      -  GOULD MUNICIPAL TANK                     271 45 00.8
 DK2021
 DK2021|---------------------------------------------------------------------|
 DK2021| PID    Reference Object                     Distance      Geod. Az  |
 DK2021|                                                           dddmmss.s |
 DK2021| DK2084 GOULD MUNICIPAL TANK                APPROX. 7.0 KM 2723551.9 |
 DK2021| CY7078 PATE AZ MK                                         2745252.5 |
 DK2021| CY7080 PATE RM 2                            57.178 METERS 28238     |
 DK2021| CY7079 PATE RM 1                            60.107 METERS 35506     |
 DK2021|---------------------------------------------------------------------|
 DK2021
 DK2021                          SUPERSEDED SURVEY CONTROL
 DK2021
 DK2021  NAD 83(1986)-  33 58 59.16179(N)    091 29 02.20049(W) AD(       ) 1
 DK2021  NAD 27      -  33 58 58.79900(N)    091 29 01.75800(W) AD(       ) 1
 DK2021  NGVD 29 (07/19/86)   51.05   (m)          167.5    (f) LEVELING    3  
 DK2021
 DK2021.Superseded values are not recommended for survey control.
 DK2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2021.See file dsdata.txt to determine how the superseded data were derived.
 DK2021
 DK2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4003861318(NAD 83)
 DK2021_MARKER: DS = TRIANGULATION STATION DISK
 DK2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2021
 DK2021  HISTORY     - Date     Condition        Report By
 DK2021  HISTORY     - 1940     MONUMENTED       CGS
 DK2021  HISTORY     - 20040114 MARK NOT FOUND   USACE
 DK2021
 DK2021                          STATION DESCRIPTION
 DK2021
 DK2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2021'STATION PATE IS LOCATED IN LINCOLN COUNTY ABOUT 4-1/2 MILES
 DK2021'E OF GOULD, ON THE W BANK OF OAKWOOD BAYOU AND ON THE PROPERTY
 DK2021'OF J.J. PATE, WHO LIVES ABOUT 100 YARDS SE OF THE STATION.
 DK2021'THE STATION IS 58 FEET S OF THE CENTER LINE OF THE ROAD AND
 DK2021'5 FEET E OF A WHITE REFERENCE POST.  THE SURFACE MARK IS SET
 DK2021'FLUSH WITH THE GROUND AND STAMPED PATE 1940.
 DK2021'
 DK2021'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK2021'BRONZE DISKS SET IN CONCRETE.
 DK2021'
 DK2021'REFERENCE MARK NO. 1 IS 140 FEET N OF THE CENTER LINE OF THE ROAD,
 DK2021'AT THE SAME ELEVATION AS THE STATION, AND AT THE E EDGE OF
 DK2021'A CULTIVATED FIELD.  IT PROJECTS 6 INCHES AND IS STAMPED
 DK2021'PATE NO. 1, 1940.
 DK2021'
 DK2021'REFERENCE MARK NO. 2 IS 20 FEET S OF THE CENTER LINE OF THE
 DK2021'ROAD, 1 FOOT S OF A FENCE LINE AND ON THE PROPERTY OF J.J.
 DK2021'PATE.  IT IS AT THE SAME ELEVATION AS THE STATION, PROJECTS
 DK2021'6 INCHES AND IS STAMPED PATE NO. 2, 1940.
 DK2021'
 DK2021'THE AZIMUTH MARK IS 0.2 MILE W OF THE STATION, ON THE N SIDE
 DK2021'OF THE ROAD, AT THE SW CORNER OF A CULTIVATED FIELD.  IT IS
 DK2021'STAMPED PATE 1940.  THERE IS A WHITE REFERENCE POST 3 FEET NE
 DK2021'OF THE STATION.
 DK2021'
 DK2021'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE W 0.2 MILE
 DK2021'TO THE MARK ON THE N SIDE OF THE ROAD.
 DK2021'
 DK2021'TO REACH THE STATION FROM GOULD, START AT THE TEXACO SERVICE
 DK2021'STATION ON U.S. HIGHWAY 65, 0.15 MILE SE OF THE JUNCTION OF
 DK2021'STATE HIGHWAY 114, FOLLOW GRAVELED SILVER LAKE ROAD STRAIGHT
 DK2021'E FOR 4.5 MILES TO THE STATION ON THE S SIDE OF THE ROAD.
 DK2021'
 DK2021'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS.
 DK2021
 DK2021                          STATION RECOVERY (2004)
 DK2021
 DK2021'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK2021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1585 ***********************************************************************
 DL1585  DESIGNATION -  PATE
 DL1585  PID         -  DL1585
 DL1585  STATE/COUNTY-  AR/HOWARD
 DL1585  USGS QUAD   -  MINERAL SPRINGS SOUTH (1975)
 DL1585
 DL1585                         *CURRENT SURVEY CONTROL
 DL1585  ___________________________________________________________________
 DL1585* NAD 83(1997)-  33 52 25.39575(N)    093 56 31.54671(W)     ADJUSTED  
 DL1585* NAVD 88     -       125.31   (+/-2cm)     411.1    (feet)  VERTCON   
 DL1585  ___________________________________________________________________
 DL1585  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DL1585  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DL1585
 DL1585  HORZ ORDER  -  SECOND
 DL1585  VERT ORDER  -  THIRD ? (See Below)
 DL1585
 DL1585.The horizontal coordinates were established by classical geodetic methods
 DL1585.and adjusted by the National Geodetic Survey in September 1999..
 DL1585
 DL1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1585.The vertical order pertains to the NGVD 29 superseded value.
 DL1585
 DL1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1585
 DL1585.The geoid height was determined by GEOID03.
 DL1585
 DL1585;                    North         East     Units Scale Factor Converg.
 DL1585;SPC AR S     -   535,581.134   220,339.512   MT  0.99992238   -1 05 13.1
 DL1585;SPC AR S     - 1,757,152.44    722,897.22   sFT  0.99992238   -1 05 13.1
 DL1585;UTM  15      - 3,748,553.839   412,869.422   MT  0.99969359   -0 31 30.4
 DL1585
 DL1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1585!SPC AR S     -   0.99998460  x   0.99992238  =   0.99990698
 DL1585!UTM  15      -   0.99998460  x   0.99969359  =   0.99967819
 DL1585
 DL1585:                Primary Azimuth Mark                     Grid Az
 DL1585:SPC AR S     -  NASHVILLE MUNICIPAL TANK                 048 29 53.0
 DL1585:UTM  15      -  NASHVILLE MUNICIPAL TANK                 047 56 10.3
 DL1585
 DL1585|---------------------------------------------------------------------|
 DL1585| PID    Reference Object                     Distance      Geod. Az  |
 DL1585|                                                           dddmmss.s |
 DL1585| DL1580 NASHVILLE MUNICIPAL TANK            APPROX.11.5 KM 0472439.9 |
 DL1585| DL1582 MINERAL SPRINGS MUNICIPAL TANK      APPROX. 1.9 KM 0852045.1 |
 DL1585| CX6031 PATE AZ MK                                         0883506.0 |
 DL1585| CX6032 PATE RM 1                            21.212 METERS 09450     |
 DL1585| DL1583 OKAY IDEAL CEMENT CO TANK           APPROX.12.1 KM 1721148.2 |
 DL1585| DL1586 OKAY IDEAL CEMENT CO STACK          APPROX.11.7 KM 1725846.7 |
 DL1585| CX6033 PATE RM 2                            21.628 METERS 21614     |
 DL1585| DM1165 BEN LOMMOND LOOKOUT TOWER AFC       APPROX.15.3 KM 2631009.6 |
 DL1585|---------------------------------------------------------------------|
 DL1585
 DL1585                          SUPERSEDED SURVEY CONTROL
 DL1585
 DL1585  NAD 83(1997)-  33 52 25.40170(N)    093 56 31.54231(W) AD(       ) 2
 DL1585  NAD 83(1997)-  33 52 25.40170(N)    093 56 31.54211(W) AD(       ) 2
 DL1585  NAD 83(1986)-  33 52 25.40377(N)    093 56 31.53744(W) AD(       ) 2
 DL1585  NAD 27      -  33 52 24.98200(N)    093 56 30.85900(W) AD(       ) 2
 DL1585  NGVD 29 (07/19/86)  125.31   (m)          411.1    (f) LEVELING    3  
 DL1585
 DL1585.Superseded values are not recommended for survey control.
 DL1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1585.See file dsdata.txt to determine how the superseded data were derived.
 DL1585
 DL1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1286948554(NAD 83)
 DL1585_MARKER: DS = TRIANGULATION STATION DISK
 DL1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1585
 DL1585  HISTORY     - Date     Condition        Report By
 DL1585  HISTORY     - 1941     MONUMENTED       CGS
 DL1585  HISTORY     - 1951     GOOD             CGS
 DL1585  HISTORY     - 1962     GOOD             CGS
 DL1585
 DL1585                          STATION DESCRIPTION
 DL1585
 DL1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1585'STATION IS LOCATED ABOUT 1.5 MILES W AND 0.5 MILE S OF MINERAL
 DL1585'SPRINGS, IN SEC.24, T. 10 S, R. 28 W, ON LAND OWNED BY JOHN
 DL1585'COWLING.  IT IS 90 FEET S OF STATE HIGHWAY 27, 48.5 FEET
 DL1585'E OF THE NE CORNER OF A HOUSE, 68 FEET S OF A 24-INCH OAK
 DL1585'AND 14.5 FEET E OF A WHITE REFERENCE POST SET IN A WIRE
 DL1585'FENCE LINE.  IT IS STAMPED PATE 1941 AND PROJECTS 6 INCHES.
 DL1585'
 DL1585'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1585'BRONZE DISKS SET IN CONCRETE.
 DL1585'
 DL1585'REFERENCE MARK NO. 1 IS 25 FEET NW OF A 20-INCH OAK TREE.
 DL1585'IT IS STAMPED PATE NO. 1 1941 AND PROJECTS 6 INCHES.
 DL1585'
 DL1585'REFERENCE MARK NO. 2 IS 1 FOOT E OF A WIRE FENCE, 15 FEET
 DL1585'E OF A SHED AND 33 FEET SE OF THE SE CORNER OF A HOUSE.
 DL1585'IT IS STAMPED PATE NO. 2 1941 AND PROJECTS 6 INCHES.
 DL1585'
 DL1585'THE AZIMUTH MARK IS 35 FEET N OF THE CENTER LINE OF STATE
 DL1585'HIGHWAY 27, 4.5 FEET N OF A WHITE REFERENCE POST AND 160
 DL1585'FEET W OF A T-INTERSECTION.  IT IS STAMPED PATE 1941 AND
 DL1585'PROJECTS 6 INCHES.
 DL1585'
 DL1585'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DL1585'27 AND 55 IN MINERAL SPRINGS, GO W ON STATE HIGHWAY 27 FOR
 DL1585'1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON
 DL1585'STATE HIGHWAY 27 FOR 0.5 MILE TO ENTRANCE TO HOUSE AND STATION
 DL1585'ON THE LEFT.
 DL1585'
 DL1585'A 126-FOOT SIGNAL AT NASHVILLE MAGNETIC IS VISIBLE AT 77 FEET.
 DL1585'
 DL1585'A 103-FOOT SIGNAL AT YANCY IS VISIBLE AT 64 FEET.
 DL1585'
 DL1585'A 116-FOOT SIGNAL AT MC NAB IS VISIBLE AT 77 FEET.
 DL1585'
 DL1585'A 37-FOOT SIGNAL AT SARATOGA IS VISIBLE AT 64 FEET.
 DL1585'
 DL1585'A 90-FOOT SIGNAL AT JEAN IS VISIBLE AT 77 FEET.
 DL1585'
 DL1585'A 77-FOOT SIGNAL AT LOMMOND IS VISIBLE AT 64 FEET.
 DL1585
 DL1585                          STATION RECOVERY (1951)
 DL1585
 DL1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1585'STATION RECOVERED AND THE MARKS FOUND IN GOOD CONDITION.
 DL1585'THE MINERAL SPRINGS WATER TANK IS NOT VISIBLE FROM THE GROUND
 DL1585'DUE TO RECENT GROWTH OF TREES AND BRUSH.  A DISAGREEMENT
 DL1585'IN DIRECTION TO THE BEN LOMMOND LOOKOUT TOWER WAS NOTED.
 DL1585'EXCEPT FOR THE ABOVE MENTIONED DISCREPANCIES THE ORIGINAL
 DL1585'DESCRIPTION IS CORRECT AND ADEQUATE.
 DL1585'
 DL1585'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1585'PATE 1941.
 DL1585'
 DL1585'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1585'PATE NO 1 1941.
 DL1585'
 DL1585'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1585'PATE NO 2 1941.
 DL1585'
 DL1585'THE AZIMUTH MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1585'PATE 1941.
 DL1585'
 DL1585'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DL1585
 DL1585                          STATION RECOVERY (1962)
 DL1585
 DL1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DL1585'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1585'THE HOUSE, THAT WAS NEAR THE STATION, HAS BEEN REMOVED BUT
 DL1585'THE MARKS ARE EASILY RECOVERED AS THEY ARE IN AN OPEN FIELD
 DL1585'ON THE TOP OF A SMALL HILL.
 DL1585'
 DL1585'THE DESCRIPTION TO REACH THE STATION FROM MINERAL SPRINGS
 DL1585'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1563 ***********************************************************************
 DL1563  DESIGNATION -  PATMOS
 DL1563  PID         -  DL1563
 DL1563  STATE/COUNTY-  AR/HEMPSTEAD
 DL1563  USGS QUAD   -  PATMOS (1978)
 DL1563
 DL1563                         *CURRENT SURVEY CONTROL
 DL1563  ___________________________________________________________________
 DL1563* NAD 83(1997)-  33 31 58.61485(N)    093 34 14.35562(W)     ADJUSTED  
 DL1563* NAVD 88     -       131.35   (+/-2cm)     430.9    (feet)  VERTCON   
 DL1563  ___________________________________________________________________
 DL1563  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DL1563  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DL1563
 DL1563  HORZ ORDER  -  FIRST
 DL1563  VERT ORDER  -  THIRD ? (See Below)
 DL1563
 DL1563.The horizontal coordinates were established by classical geodetic methods
 DL1563.and adjusted by the National Geodetic Survey in September 1999..
 DL1563
 DL1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1563.The vertical order pertains to the NGVD 29 superseded value.
 DL1563
 DL1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1563
 DL1563.The geoid height was determined by GEOID03.
 DL1563
 DL1563;                    North         East     Units Scale Factor Converg.
 DL1563;SPC AR S     -   497,200.959   254,118.188   MT  0.99995652   -0 52 44.7
 DL1563;SPC AR S     - 1,631,233.48    833,719.42   sFT  0.99995652   -0 52 44.7
 DL1563;UTM  15      - 3,710,517.971   447,014.304   MT  0.99963461   -0 18 54.9
 DL1563
 DL1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1563!SPC AR S     -   0.99998360  x   0.99995652  =   0.99994012
 DL1563!UTM  15      -   0.99998360  x   0.99963461  =   0.99961822
 DL1563
 DL1563|---------------------------------------------------------------------|
 DL1563| PID    Reference Object                     Distance      Geod. Az  |
 DL1563|                                                           dddmmss.s |
 DL1563| CX6036 PATMOS RM 3                          30.253 METERS 07135     |
 DL1563| DL1564 PATMOS                                9.392 METERS 19808     |
 DL1563| CX6034 PATMOS AZ MK                                       2764720.8 |
 DL1563| CX6035 PATMOS RM 2                           8.460 METERS 28624     |
 DL1563|---------------------------------------------------------------------|
 DL1563
 DL1563                          SUPERSEDED SURVEY CONTROL
 DL1563
 DL1563  NAD 83(1997)-  33 31 58.62212(N)    093 34 14.34806(W) AD(       ) 1
 DL1563  NAD 83(1986)-  33 31 58.62478(N)    093 34 14.34416(W) AD(       ) 1
 DL1563  NAD 27      -  33 31 58.19400(N)    093 34 13.69900(W) AD(       ) 1
 DL1563  NGVD 29 (07/19/86)  131.37   (m)          431.0    (f) LEVELING    3  
 DL1563
 DL1563.Superseded values are not recommended for survey control.
 DL1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1563.See file dsdata.txt to determine how the superseded data were derived.
 DL1563
 DL1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4701410518(NAD 83)
 DL1563_MARKER: DS = TRIANGULATION STATION DISK
 DL1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1563
 DL1563  HISTORY     - Date     Condition        Report By
 DL1563  HISTORY     - 1950     MONUMENTED       CGS
 DL1563  HISTORY     - 1951     GOOD             CGS
 DL1563  HISTORY     - 1963     GOOD             CGS
 DL1563
 DL1563                          STATION DESCRIPTION
 DL1563
 DL1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1563'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH AND 1.0 MILE EAST
 DL1563'OF HOPE AND ABOUT 1-1/2 MILES NORTH OF PATMOS, ON THE HIGHEST
 DL1563'POINT OF A ROCKY RIDGE BETWEEN TWO FIELDS AND ON LAND OWNED BY MR.
 DL1563'L.B. KENT.  IT IS 70 FEET SOUTH OF EAST-WEST FENCE LINE, 33 FEET
 DL1563'SOUTHEAST OF A 12 INCH HICKORY TREE, 38 FEET EAST OF A TRIANGULAR
 DL1563'BLAZED 8 INCH PINE TREE AND 5-1/2 FEET WEST OF WITNESS POST.
 DL1563'IT IS STAMPED PATMOS 1950 AND PROJECTS 2 INCHES.
 DL1563'
 DL1563'THE U.S.G.S. BENCH MARK PATMOS WAS USED AS REFERENCE MARK NO 1.
 DL1563'IT IS SOUTH-SOUTHWEST OF THE STATION, SET IN THE NORTHWEST
 DL1563'CORNER OF THE FIELD.  IT IS A U.S. GEOLOGICAL SURVEY BENCH
 DL1563'MARK AND STATION MARK SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE
 DL1563'POST PROJECTING 6 INCHES AND STAMPED PATMOS ELEVATION 431 FEET.
 DL1563'
 DL1563'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, SET IN
 DL1563'BEDROCK 15 FEET NORTHEAST OF TRIANGULAR BLAZED 8 INCH PINE TREE AND
 DL1563'12 FEET SOUTH OF 12 INCH HICKORY TREE.  IT IS STAMPED PATMOS NO 2
 DL1563'1950 AND SET FLUSH WITH THE ROCK SURFACE.
 DL1563'
 DL1563'THE DISTANCE BETWEEN BENCH MARK AND R.M. NO 2 IS 40.90 FEET.
 DL1563'
 DL1563'THE AZIMUTH MARK IS ABOUT 0.7 MILE WEST OF THE STATION, 30 FEET
 DL1563'SOUTH OF THE CENTER OF GRADED ROAD, 6 FEET EAST OF FENCE CORNER AND
 DL1563'3 FEET EAST OF WITNESS POST.  IT IS STAMPED PATMOS 1950 AND
 DL1563'PROJECTS 2 INCHES.
 DL1563'
 DL1563'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 DL1563'U.S. HIGHWAY 82 AND STATE ROUTE NO 29 ABOUT 2 BLOCKS NORTHEAST
 DL1563'OF THE BUSINESS DISTRICT IN LEWISVILLE, GO NORTH ON STATE ROUTE
 DL1563'NO 29 FOR 11.4 MILES TO CROSSROAD AND GULF SERVICE STATION IN
 DL1563'SOUTHWEST ANGLE, TURN RIGHT AND FOLLOW GRADED ROAD EASTERLY FOR
 DL1563'1.6 MILES TO CROSSROAD, TURN LEFT AND FOLLOW GRADED ROAD NORTH
 DL1563'AND NORTHEASTERLY FOR 2.0 MILES TO WHITE HOUSE ON RIGHT JUST
 DL1563'BEFORE REACHING RAILROAD CROSSING AND AZIMUTH MARK AS
 DL1563'DESCRIBED, CONTINUE ON GRADED ROAD FOR 0.25 MILE TO TOP OF HILL
 DL1563'AND SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD SOUTH
 DL1563'AND SOUTHEASTERLY FOR 0.2 MILE TO WIRE GATE, PASS THROUGH GATE AND
 DL1563'CONTINUE ON TRACK ROAD IN A SOUTHEASTERLY DIRECTION THROUGH WOODS
 DL1563'FOR 0.2 MILE TO NORTH SIDE OF FIELD, CONTINUE ACROSS FIELD
 DL1563'FOR 0.1 MILE TO TRACK ROAD LEFT LEADING UP HILL, TURN LEFT
 DL1563'AND FOLLOW TRACK ROAD UP HILL IN AN EASTERLY DIRECTION PASSING
 DL1563'THROUGH A WIRE GATE FOR 0.05 MILE TO STATION NEAR THE NORTHWEST
 DL1563'CORNER OF FIELD AS DESCRIBED.
 DL1563'
 DL1563'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1563
 DL1563                          STATION RECOVERY (1951)
 DL1563
 DL1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1563'STATION RECOVERED AND MARKS FOUND TO BE IN GOOD CONDITION.
 DL1563'THE ORIGINAL DESCRIPTION TO REACH THE STATION AND THE DESCRIPTION
 DL1563'OF THE MARKS IS ACCURATE AND ADEQUATE.  A DIFFERENCE OF 11 MINUTES
 DL1563'AND 18 SECONDS WAS FOUND IN THE OBSERVED DIRECTION TO REFERENCE
 DL1563'MARK NO. 2.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 DL1563'
 DL1563'REFERENCE MARK NO. 3 IS ON THE CREST OF THE RIDGE AT THE STATION
 DL1563'SITE, AND 25 FEET SOUTHWEST OF THE EDGE OF A FIELD.  IT IS A
 DL1563'STANDARD DISK STAMPED PATMOS NO 3 1950 SET IN A DRILL HOLE IN
 DL1563'OUTCROPPING BEDROCK PROJECTING 3 INCHES.
 DL1563'
 DL1563'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DL1563
 DL1563                          STATION RECOVERY (1963)
 DL1563
 DL1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1563'THE STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1563'CONDITION.
 DL1563'
 DL1563'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTHWEST OF RAILROAD
 DL1563'CROSSING AND IS NEAR THE CORNER OF THE LOT TO NORTHEAST OF A
 DL1563'GREEN HOUSE.
 DL1563'
 DL1563'THE ORIGINAL DESCRIPTION TO REACH THE AZIMUTH MARK IS ADEQUATE.
 DL1563'THE STATION CAN BE REACHED FROM AZIMUTH MARK BY CONTINUING ACROSS
 DL1563'TRACKS TO A ROCK HOUSE ON THE RIGHT, PASS THROUGH LOTS AT ROCK
 DL1563'HOUSE AND FOLLOW FIELD ROADS SOUTHEAST FOR ABOUT 0.5 MILE TO TOP
 DL1563'OF ROCKY RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1564 ***********************************************************************
 DL1564  DESIGNATION -  PATMOS
 DL1564  PID         -  DL1564
 DL1564  STATE/COUNTY-  AR/HEMPSTEAD
 DL1564  USGS QUAD   -  PATMOS (1978)
 DL1564
 DL1564                         *CURRENT SURVEY CONTROL
 DL1564  ___________________________________________________________________
 DL1564* NAD 83(1997)-  33 31 58.32516(N)    093 34 14.46894(W)     ADJUSTED  
 DL1564* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 DL1564  ___________________________________________________________________
 DL1564  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DL1564  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DL1564
 DL1564  HORZ ORDER  -  SECOND
 DL1564
 DL1564.The horizontal coordinates were established by classical geodetic methods
 DL1564.and adjusted by the National Geodetic Survey in September 1999..
 DL1564
 DL1564.The orthometric height was scaled from a topographic map.
 DL1564
 DL1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1564
 DL1564.The geoid height was determined by GEOID03.
 DL1564
 DL1564;                    North         East     Units Scale Factor Converg.
 DL1564;SPC AR S     -   497,192.080   254,115.128   MT  0.99995653   -0 52 44.8
 DL1564;SPC AR S     - 1,631,204.35    833,709.38   sFT  0.99995653   -0 52 44.8
 DL1564;UTM  15      - 3,710,509.066   447,011.332   MT  0.99963462   -0 18 54.9
 DL1564
 DL1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1564!SPC AR S     -   0.99998366  x   0.99995653  =   0.99994019
 DL1564!UTM  15      -   0.99998366  x   0.99963462  =   0.99961828
 DL1564
 DL1564                          SUPERSEDED SURVEY CONTROL
 DL1564
 DL1564  NAD 83(1997)-  33 31 58.33242(N)    093 34 14.46137(W) AD(       ) 2
 DL1564  NAD 83(1986)-  33 31 58.33509(N)    093 34 14.45748(W) AD(       ) 2
 DL1564  NAD 27      -  33 31 57.90400(N)    093 34 13.81200(W) AD(       ) 2
 DL1564
 DL1564.Superseded values are not recommended for survey control.
 DL1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1564.See file dsdata.txt to determine how the superseded data were derived.
 DL1564
 DL1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4701110509(NAD 83)
 DL1564_MARKER: DB = BENCH MARK DISK
 DL1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1564+STABILITY: SURFACE MOTION
 DL1564
 DL1564  HISTORY     - Date     Condition        Report By
 DL1564  HISTORY     - 1950     MONUMENTED       USGS
 DL1564
 DL1564                          STATION DESCRIPTION
 DL1564
 DL1564'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 DL1564'SEE STATION PATMOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1415 ***********************************************************************
 DL1415  DESIGNATION -  PATTERSON
 DL1415  PID         -  DL1415
 DL1415  STATE/COUNTY-  AR/DALLAS
 DL1415  USGS QUAD   -  SPARKMAN (1982)
 DL1415
 DL1415                         *CURRENT SURVEY CONTROL
 DL1415  ___________________________________________________________________
 DL1415* NAD 83(1997)-  33 58 28.30690(N)    092 51 17.55762(W)     ADJUSTED  
 DL1415* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 DL1415  ___________________________________________________________________
 DL1415  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 DL1415  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL1415
 DL1415  HORZ ORDER  -  FIRST
 DL1415
 DL1415.The horizontal coordinates were established by classical geodetic methods
 DL1415.and adjusted by the National Geodetic Survey in September 1999..
 DL1415
 DL1415.The orthometric height was scaled from a topographic map.
 DL1415
 DL1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1415
 DL1415.The geoid height was determined by GEOID03.
 DL1415
 DL1415;                    North         East     Units Scale Factor Converg.
 DL1415;SPC AR S     -   545,387.633   321,006.112   MT  0.99991901   -0 28 42.5
 DL1415;SPC AR S     - 1,789,325.93  1,053,167.55   sFT  0.99991901   -0 28 42.5
 DL1415;UTM  15      - 3,759,341.374   513,405.788   MT  0.99960222   +0 04 52.0
 DL1415
 DL1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1415!SPC AR S     -   0.99999035  x   0.99991901  =   0.99990936
 DL1415!UTM  15      -   0.99999035  x   0.99960222  =   0.99959257
 DL1415
 DL1415:                Primary Azimuth Mark                     Grid Az
 DL1415:SPC AR S     -  PATTERSON AZ MK                          104 55 16.8
 DL1415:UTM  15      -  PATTERSON AZ MK                          104 21 42.3
 DL1415
 DL1415|---------------------------------------------------------------------|
 DL1415| PID    Reference Object                     Distance      Geod. Az  |
 DL1415|                                                           dddmmss.s |
 DL1415| CY7081 PATTERSON AZ MK                                    1042634.3 |
 DL1415| DL1414 SPARKMAN MUNICIPAL TANK             APPROX. 6.6 KM 1740004.8 |
 DL1415| CY7082 PATTERSON RM 1                       27.946 METERS 24704     |
 DL1415| CY7083 PATTERSON RM 2                       39.898 METERS 33448     |
 DL1415|---------------------------------------------------------------------|
 DL1415
 DL1415                          SUPERSEDED SURVEY CONTROL
 DL1415
 DL1415  NAD 83(1997)-  33 58 28.31628(N)    092 51 17.54898(W) AD(       ) 1
 DL1415  NAD 83(1986)-  33 58 28.31679(N)    092 51 17.54902(W) AD(       ) 1
 DL1415  NAD 27      -  33 58 27.95498(N)    092 51 16.95219(W) AD(       ) 1
 DL1415
 DL1415.Superseded values are not recommended for survey control.
 DL1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1415.See file dsdata.txt to determine how the superseded data were derived.
 DL1415
 DL1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1340659341(NAD 83)
 DL1415_MARKER: DS = TRIANGULATION STATION DISK
 DL1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1415
 DL1415  HISTORY     - Date     Condition        Report By
 DL1415  HISTORY     - 1941     MONUMENTED       CGS
 DL1415  HISTORY     - 1964     GOOD             CGS
 DL1415
 DL1415                          STATION DESCRIPTION
 DL1415
 DL1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1415'STATION IS ABOUT 0.25 MILE W OF THE CENTER OF SECTION 4, T 9 S,
 DL1415'R 17 W, ABOUT 6 MILES N OF SPARKMAN, ON LAND OWNED BY MR.
 DL1415'O.S. PATTERSON WHO LIVES ABOUT 150 YARDS SE OF THE STATION.
 DL1415'
 DL1415'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DL1415'BRONZE DISKS SET IN CONCRETE.
 DL1415'
 DL1415'STATION MARK IS STAMPED PATTERSON 1941 AND PROJECTS 6 INCHES.
 DL1415'IT IS 12 FEET N OF A FENCE, 20 FEET E OF A FENCE, 20 FEET E
 DL1415'OF A WHITE REFERENCE POST, 24 FEET N OF THE CENTER OF A DIRT
 DL1415'ROAD, 38 FEET E OF THE CENTER OF A DIRT ROAD AND ABOUT 400 FEET
 DL1415'E OF AN OLD SCHOOLHOUSE.
 DL1415'
 DL1415'REFERENCE MARK NO. 1 IS STAMPED PATTERSON NO. 1, 1941 AND
 DL1415'PROJECTS 6 INCHES.  IT IS 1 FOOT N OF A FENCE, 39 FEET W OF A
 DL1415'SMALL TELEPHONE POLE ON THE S SIDE OF THE ROAD.
 DL1415'
 DL1415'REFERENCE MARK NO. 2 IS STAMPED PATTERSON NO. 2, 1941 AND
 DL1415'PROJECTS 8 INCHES.  IT IS 24 FEET W OF THE CENTER OF A DIRT
 DL1415'ROAD, 33 FEET N OF A 16-INCH PINE TREE AND ABOUT 300 FEET E
 DL1415'OF AN OLD SCHOOLHOUSE.
 DL1415'
 DL1415'THE AZIMUTH MARK IS STAMPED PATTERSON 1941 AND PROJECTS 6 INCHES.
 DL1415'IT IS 55 FEET N OF THE CENTER OF A DIRT ROAD, 6 FEET NW OF A
 DL1415'WHITE REFERENCE POST AND 45 FEET S OF A TRIANGULAR-BLAZED
 DL1415'36-INCH OAK TREE.
 DL1415'
 DL1415'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE E ON MAIN
 DL1415'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, N SIDE OF
 DL1415'THE ROAD.
 DL1415'
 DL1415'TO REACH THE STATION FROM THE SPARKMAN HOTEL IN SPARKMAN, GO
 DL1415'E AND S ON STATE HIGHWAY 7 FOR 3.95 MILES TO A SIDE ROAD TO
 DL1415'THE LEFT, E, TURN LEFT AND FOLLOW MAIN ROAD E AND N FOR 1.75
 DL1415'MILES TO A FORK, TAKE RIGHT FORK AND GO 1.3 MILES ON MAIN ROAD
 DL1415'TO WHERE ROAD MAKES A SHARP TURN TO THE LEFT, AND STATION
 DL1415'ON THE LEFT IN FENCE CORNER.
 DL1415'
 DL1415'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DL1415
 DL1415                          STATION RECOVERY (1964)
 DL1415
 DL1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1415'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 DL1415'CONDITION AT THIS TIME.  THE DISTANCE TO THE REFERENCE MARKS
 DL1415'CHECKED AND THE DIRECTION BETWEEN THEM CHECKED.  THE AZIMUTH
 DL1415'MARK WOULD NOT SEE THE STATION AT THIS TIME.  DUE TO VARIOUS
 DL1415'CHANGES A NEW DESCRIPTION FOLLOWS.
 DL1415'
 DL1415'ABOUT 4 MILES NORTH OF SPARKMAN, 0.25 MILE WEST OF THE CENTER OF
 DL1415'SECTION 4 T-9-S, R-17-W, AND ON THE PROPERTY OF MR. BOB TATE.
 DL1415'IT IS 48 FEET EAST OF A GRAVELED T-ROAD INTERSECTION, 27
 DL1415'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 14 FEET
 DL1415'NORTHEAST OF A WITNESS POST AND 13 FEET NORTH OF A FENCE.
 DL1415'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PATTERSON 1941.
 DL1415'
 DL1415'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 128 AND 7 AT
 DL1415'THE WEST EDGE OF SPARKMAN, GO WEST AND NORTH ON HIGHWAY 7
 DL1415'FOR 3.7 MILES TO A SIDE ROAD RIGHT AND A CONCRETE BRIDGE ON THE
 DL1415'RIGHT.  TURN RIGHT CROSSING THE BRIDGE AND GO EAST, NORTH AND
 DL1415'EAST ON THE GRAVELED ROAD FOR 1.85 MILES TO A SIDE ROAD LEFT
 DL1415'AND THE STATION AS DESCRIBED.
 DL1415'
 DL1415'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON
 DL1415'THE GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DL1415'
 DL1415'REFERENCE MARK 1 IS 50 FEET SOUTHWEST OF THE INTERSECTION, 31
 DL1415'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT
 DL1415'NORTH OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 DL1415'STAMPED PATTERSON NO 1 1941.
 DL1415'
 DL1415'REFERENCE MARK 2 IS 42 FEET SOUTHEAST OF A 20 INCH PINE TREE,
 DL1415'25 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, AND 13
 DL1415'FEET SOUTHWEST OF A 12 INCH PINE TREE.  THE MONUMENT PROJECTS
 DL1415'5 INCHES AND THE DISK IS STAMPED PATTERSON NO 2 1941.
 DL1415'
 DL1415'THE AZIMUTH MARK IS 55 FEET NORTH OF THE CENTERLINE OF THE
 DL1415'ROAD, 75 FEET NORTHWEST OF A 20 INCH OAK TREE AND 45 FEET SOUTH
 DL1415'OF A TRIANGULAR BLAZED 36 INCH OAK TREE.  THE MONUMENT PROJECTS
 DL1415'6 INCHES AND THE DISK IS STAMPED PATTERSON 1941.
 DL1415'
 DL1415'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1322 ***********************************************************************
 DL1322  DESIGNATION -  PAYNE
 DL1322  PID         -  DL1322
 DL1322  STATE/COUNTY-  AR/UNION
 DL1322  USGS QUAD   -  NEW LONDON (1981)
 DL1322
 DL1322                         *CURRENT SURVEY CONTROL
 DL1322  ___________________________________________________________________
 DL1322* NAD 83(1997)-  33 12 18.62388(N)    092 17 45.74071(W)     ADJUSTED  
 DL1322* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 DL1322  ___________________________________________________________________
 DL1322  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DL1322  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL1322
 DL1322  HORZ ORDER  -  FIRST
 DL1322
 DL1322.The horizontal coordinates were established by classical geodetic methods
 DL1322.and adjusted by the National Geodetic Survey in September 1999..
 DL1322
 DL1322.The orthometric height was scaled from a topographic map.
 DL1322
 DL1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1322
 DL1322.The geoid height was determined by GEOID03.
 DL1322
 DL1322;                    North         East     Units Scale Factor Converg.
 DL1322;SPC AR S     -   459,768.310   372,397.827   MT  1.00002238   -0 09 56.5
 DL1322;SPC AR S     - 1,508,423.20  1,221,775.20   sFT  1.00002238   -0 09 56.5
 DL1322;UTM  15      - 3,674,253.583   565,609.134   MT  0.99965307   +0 23 07.9
 DL1322
 DL1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1322!SPC AR S     -   0.99999596  x   1.00002238  =   1.00001834
 DL1322!UTM  15      -   0.99999596  x   0.99965307  =   0.99964903
 DL1322
 DL1322|---------------------------------------------------------------------|
 DL1322| PID    Reference Object                     Distance      Geod. Az  |
 DL1322|                                                           dddmmss.s |
 DL1322| DL1324 TT 8 E                               73.826 METERS 01942     |
 DL1322| CY7084 PAYNE RM 1                           27.505 METERS 04553     |
 DL1322| DL1329 STRONG WEST BASE                    APPROX. 9.4 KM 1773109.2 |
 DL1322| CY7085 PAYNE RM 2                           25.132 METERS 29141     |
 DL1322|---------------------------------------------------------------------|
 DL1322
 DL1322                          SUPERSEDED SURVEY CONTROL
 DL1322
 DL1322  NAD 83(1997)-  33 12 18.63514(N)    092 17 45.73344(W) AD(       ) 1
 DL1322  NAD 83(1986)-  33 12 18.63621(N)    092 17 45.73299(W) AD(       ) 1
 DL1322  NAD 27      -  33 12 18.18700(N)    092 17 45.23300(W) AD(       ) 1
 DL1322
 DL1322.Superseded values are not recommended for survey control.
 DL1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1322.See file dsdata.txt to determine how the superseded data were derived.
 DL1322
 DL1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6560974254(NAD 83)
 DL1322_MARKER: DS = TRIANGULATION STATION DISK
 DL1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1322
 DL1322  HISTORY     - Date     Condition        Report By
 DL1322  HISTORY     - 1952     MONUMENTED       CGS
 DL1322  HISTORY     - 1964     GOOD             CGS
 DL1322
 DL1322                          STATION DESCRIPTION
 DL1322
 DL1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1322'THE STATION IS IN SECTION 25 T 17 S. R 11 W., 7.5 MILES
 DL1322'NORTHEAST OF STRONG, 4 MILES SOUTH OF THE OUACHITA RIVER
 DL1322'AND ON LAND OWNED BY THE UNION LUMBER COMPANY.  IT IS 145
 DL1322'FEET SOUTH OF THE SOUTHEAST CORNER OF THE PAYNE COLORED
 DL1322'SCHOOL HOUSE, 85 FEET WEST OF THE CENTER OF A DIRT ROAD
 DL1322'AND 28 FEET NORTH OF THE CENTER OF A DRIVEWAY.
 DL1322'
 DL1322'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DL1322'AND STATE HIGHWAY 129 IN STRONG, GO EAST ON U.S. HIGHWAY 82
 DL1322'FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT (NORTH)
 DL1322'CROSS RAILROAD TRACK AND FOLLOW THE MAIN PAVED AND GRAVELED
 DL1322'ROAD FOR 0.9 MILE TO A Y-JUNCTION, CONTINUE NORTHERLY ON
 DL1322'THE LEFT ROAD FOR 4.9 MILES TO A CROSSROADS AT THE SMALL
 DL1322'SETTLEMENT OF NEW LONDON, TURN RIGHT (EASTERLY) AND FOLLOW
 DL1322'THE MAIN DIRT ROAD FOR 3 MILES TO A T-ROAD, TURN LEFT (NORTH)
 DL1322'AND FOLLOW THE MAIN DIRT ROAD FOR 1 MILE TO THE SCHOOL AND
 DL1322'THE STATION AS DESCRIBED.
 DL1322'
 DL1322'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DL1322'PAYNE 1952.
 DL1322'
 DL1322'REFERENCE MARK 1 IS 115 FEET EAST OF THE SOUTHEAST CORNER OF THE
 DL1322'SCHOOL BUILDING, 31 FEET WEST OF THE CENTER OF THE ROAD AND
 DL1322'6 FEET WEST OF AN 18-INCH OAK TREE.  THE MARK PROJECTS 5
 DL1322'INCHES AND THE DISK IS STAMPED PAYNE NO 1 1952.
 DL1322'
 DL1322'REFERENCE MARK 2 IS 119 FEET SOUTH OF THE SOUTHWEST CORNER
 DL1322'OF THE SCHOOL BUILDING AND 1 FOOT EAST OF A BOARD FENCE.
 DL1322'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED PAYNE
 DL1322'NO 2 1952.
 DL1322'
 DL1322'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH
 DL1322'MARK.
 DL1322'
 DL1322'A TRAVERSE MEASUREMENT WAS MADE TO U.S. GEOLOGICAL SURVEY
 DL1322'MARK TT 8 E 1932.  IT IS A 6 X 6-INCH CONCRETE POST WITH A
 DL1322'STANDARD DISK.  THE MARK IS 111 FEET NORTHEAST OF THE
 DL1322'NORTHEAST CORNER OF THE SCHOOL BUILDING, 93 FEET WEST OF
 DL1322'THE CENTER OF THE DIRT ROAD AND 2 FEET SOUTH OF A FENCE.
 DL1322'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED TT 8 E 1932
 DL1322'169 FEET.
 DL1322'
 DL1322'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 DL1322
 DL1322                          STATION RECOVERY (1964)
 DL1322
 DL1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1322'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1322'THE PAYNE COLORED SCHOOL, DESCRIBED AS BEING NEAR THE STATION,
 DL1322'IS GONE.  THE STATION IS THOUGHT TO BE IN SEC. 25, T. 17 S.,
 DL1322'R. 12 W.  THE U.S.G.S. MARK IS 24 YARDS NORTHEAST OF A
 DL1322'POWERLINE POLE AND 7 FEET EAST OF A CEDAR TREE.
 DL1322'
 DL1322'TO REACH THE STATION FROM SMALL SETTLEMENT OF NEW LONDON, GO
 DL1322'EASTERLY ON GRADED ROAD FOR 3.0 MILES TO A T-INTERSECTION,
 DL1322'TURN LEFT AND GO NORTHERLY FOR 0.2 MILE TO FORKS, TAKE LEFT
 DL1322'FORK AND CONTINUE FOR 0.9 MILE TO A SIDE ROAD LEFT AND STATION
 DL1322'IN NORTHWEST ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4766 ***********************************************************************
 DG4766  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4766  DESIGNATION -  PBM CHICOT P P
 DG4766  PID         -  DG4766
 DG4766  STATE/COUNTY-  AR/CHICOT
 DG4766  USGS QUAD   -  LUNA (1970)
 DG4766
 DG4766                         *CURRENT SURVEY CONTROL
 DG4766  ___________________________________________________________________
 DG4766* NAD 83(1997)-  33 26 14.09051(N)    091 14 31.41980(W)     ADJUSTED  
 DG4766* NAVD 88     -        41.32   (meters)     135.6    (feet)  GPS OBS   
 DG4766  ___________________________________________________________________
 DG4766  X           -    -115,489.904 (meters)                     COMP
 DG4766  Y           -  -5,326,668.514 (meters)                     COMP
 DG4766  Z           -   3,494,536.496 (meters)                     COMP
 DG4766  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DG4766  ELLIP HEIGHT-          14.91  (meters)          (03/17/04) GPS OBS
 DG4766  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DG4766
 DG4766  HORZ ORDER  -  FIRST
 DG4766  ELLP ORDER  -  FOURTH    CLASS II
 DG4766
 DG4766.The horizontal coordinates were established by GPS observations
 DG4766.and adjusted by the National Geodetic Survey in March 2004..
 DG4766
 DG4766.The orthometric height was determined by GPS observations and a
 DG4766.high-resolution geoid model using precise GPS observation and
 DG4766.processing techniques.
 DG4766
 DG4766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4766
 DG4766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4766
 DG4766.The ellipsoidal height was determined by GPS observations
 DG4766.and is referenced to NAD 83.
 DG4766
 DG4766.The geoid height was determined by GEOID03.
 DG4766
 DG4766;                    North         East     Units Scale Factor Converg.
 DG4766;SPC AR S     -   485,728.582   470,477.801   MT  0.99997240   +0 25 27.2
 DG4766;SPC AR S     - 1,593,594.52  1,543,559.25   sFT  0.99997240   +0 25 27.2
 DG4766;UTM  15      - 3,701,143.571   663,414.689   MT  0.99992924   +0 58 08.0
 DG4766
 DG4766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4766!SPC AR S     -   0.99999766  x   0.99997240  =   0.99997006
 DG4766!UTM  15      -   0.99999766  x   0.99992924  =   0.99992690
 DG4766
 DG4766                          SUPERSEDED SURVEY CONTROL
 DG4766
 DG4766.No superseded survey control is available for this station.
 DG4766
 DG4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6341501144(NAD 83)
 DG4766_MARKER: DD = SURVEY DISK
 DG4766_SETTING: 0 = UNSPECIFIED SETTING
 DG4766_STAMPING: PBM CHICOT P P
 DG4766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4766+STABILITY: POSITION/ELEVATION WELL
 DG4766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4766+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 DG4766
 DG4766  HISTORY     - Date     Condition        Report By
 DG4766  HISTORY     - UNK      MONUMENTED
 DG4766  HISTORY     - 20020915 GOOD             PYBURN
 DG4766
 DG4766                          STATION DESCRIPTION
 DG4766
 DG4766'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4766'CHICOT COUNTY ARKANSAS APPROX. 0.5 FEET UP STREAMOF LAKE CHICOT
 DG4766'PUMPING PLANT.MONUMENT IS APPROX. 10 MILES NORTH OFLAKE VILLAGE,
 DG4766'ARKANSAS.OWNERSHIP IS BY U.S. GOVERNMENTTO REACH THE STATION FROM THE
 DG4766'INTERSECTION OFHWY 82, HWY 65, AND HWY 144 IN LAKE VILLAGE ARKANSAS,
 DG4766'GO EAST ON HWAY 144FOR 3.9 MILES TO YELLOW BAYOU RD. GO LEFT 4.3 MILES
 DG4766'TO CENTERLINE OF LAKECHICOT PUMPING PLANT. PROCEED TO TOP OF LEVEE 0.5
 DG4766'FEET UPSTREAM FROMCENTERLINE OF THE PUMPING PLANT. MARK IS 50 FEET
 DG4766'PAST THE LANDSIDE TOE OFBERM OF LEVEE.STATION IS A BRASS DISK ATOP A
 DG4766'1/2 IN.PIPE, INSIDE A 3 IN. STEEL CASING PIPE WITH A STEEL CAP OR
 DG4766'COVER.CASING PROTRUDES 1 FOOT ABOVE THE GROUND .THREE 2 IN. YELLOW
 DG4766'GUARD POSTS SUROUND THE STATION.THE STATION IS STAMPED PBM CHICOT P.P.
 DG4766'1976.
 DG4766' 
 DG4766'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1537 ***********************************************************************
 FG1537  DESIGNATION -  PC 2
 FG1537  PID         -  FG1537
 FG1537  STATE/COUNTY-  AR/FAULKNER
 FG1537  USGS QUAD   -  CONWAY (1994)
 FG1537
 FG1537                         *CURRENT SURVEY CONTROL
 FG1537  ___________________________________________________________________
 FG1537* NAD 83(1986)-  35 03 10.     (N)    092 25 19.     (W)     SCALED    
 FG1537* NAVD 88     -        83.046  (meters)     272.46   (feet)  ADJUSTED  
 FG1537  ___________________________________________________________________
 FG1537  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG1537  DYNAMIC HT  -          82.967 (meters)     272.20  (feet)  COMP
 FG1537  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 FG1537
 FG1537  VERT ORDER  -  FIRST     CLASS II
 FG1537
 FG1537.The horizontal coordinates were scaled from a topographic map and have
 FG1537.an estimated accuracy of +/- 6 seconds.
 FG1537
 FG1537.The orthometric height was determined by differential leveling
 FG1537.and adjusted by the National Geodetic Survey in June 1991..
 FG1537
 FG1537.The geoid height was determined by GEOID03.
 FG1537
 FG1537.The dynamic height is computed by dividing the NAVD 88
 FG1537.geopotential number by the normal gravity value computed on the
 FG1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1537.degrees latitude (g = 980.6199 gals.).
 FG1537
 FG1537.The modeled gravity was interpolated from observed gravity values.
 FG1537
 FG1537;                    North         East    Units  Estimated Accuracy
 FG1537;SPC AR N     -    79,900.      361,510.      MT  (+/- 180 meters Scaled)
 FG1537
 FG1537                          SUPERSEDED SURVEY CONTROL
 FG1537
 FG1537  NGVD 29 (06/07/95)   83.084  (m)          272.58   (f) ADJUSTED    1 2
 FG1537
 FG1537.Superseded values are not recommended for survey control.
 FG1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1537.See file dsdata.txt to determine how the superseded data were derived.
 FG1537
 FG1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU527790(NAD 83)
 FG1537_MARKER: DD = SURVEY DISK
 FG1537_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1537_SP_SET: BRIDGE PLATFORM
 FG1537_STAMPING: PC-2 1939
 FG1537_MARK LOGO: USE   
 FG1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1537+STABILITY: SURFACE MOTION
 FG1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1537+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 FG1537
 FG1537  HISTORY     - Date     Condition        Report By
 FG1537  HISTORY     - 1939     MONUMENTED       DOD
 FG1537  HISTORY     - 1984     GOOD             NGS
 FG1537  HISTORY     - 1987     GOOD             USPSQD
 FG1537  HISTORY     - 1989     GOOD             USPSQD
 FG1537  HISTORY     - 20020717 GOOD             USACE
 FG1537  HISTORY     - 20060925 GOOD             JCLS
 FG1537
 FG1537                          STATION DESCRIPTION
 FG1537
 FG1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1537'4.6 KM (2.85 MI) SOUTH FROM CONWAY.
 FG1537'0.1 KM (0.05 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE IN
 FG1537'CONWAY, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG CHESTNUT STREET, THENCE
 FG1537'3.9 KM (2.4 MI) SOUTHEAST ALONG STATE HIGHWAY 365 TO THE MARK ON THE
 FG1537'RIGHT, A DISK SET IN THE PLATFORM OF THE BRIDGE OVER STONE DAM CREEK
 FG1537'AND AT THE SOUTHWEST CORNER OF THE BRIDGE, 0.76 METERS (2.5 FT)
 FG1537'NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE.
 FG1537'THE MARK IS 0.15 M ABOVE HIGHWAY.
 FG1537
 FG1537                          STATION RECOVERY (1987)
 FG1537
 FG1537'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1537'RECOVERED IN GOOD CONDITION.
 FG1537
 FG1537                          STATION RECOVERY (1989)
 FG1537
 FG1537'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1537'RECOVERED IN GOOD CONDITION.
 FG1537
 FG1537                          STATION RECOVERY (2002)
 FG1537
 FG1537'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 FG1537'THIS MARK IS VERY CLOSE TO THE EDGE OF THE ROAD.  TO SET A TRIPOD OVER
 FG1537'THE POINT WILL REQUIRE THAT ONE LEG BE IN THE ROADWAY.  OTHERWISE IT
 FG1537'IS SUITABLE FOR GPS OBSERVATIONS.
 FG1537
 FG1537                          STATION RECOVERY (2006)
 FG1537
 FG1537'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FG1537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1535 ***********************************************************************
 FG1535  DESIGNATION -  PC 3
 FG1535  PID         -  FG1535
 FG1535  STATE/COUNTY-  AR/FAULKNER
 FG1535  USGS QUAD   -  CONWAY (1994)
 FG1535
 FG1535                         *CURRENT SURVEY CONTROL
 FG1535  ___________________________________________________________________
 FG1535* NAD 83(1986)-  35 01 24.     (N)    092 24 47.     (W)     SCALED    
 FG1535* NAVD 88     -        83.016  (meters)     272.36   (feet)  ADJUSTED  
 FG1535  ___________________________________________________________________
 FG1535  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FG1535  DYNAMIC HT  -          82.938 (meters)     272.11  (feet)  COMP
 FG1535  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FG1535
 FG1535  VERT ORDER  -  FIRST     CLASS II
 FG1535
 FG1535.The horizontal coordinates were scaled from a topographic map and have
 FG1535.an estimated accuracy of +/- 6 seconds.
 FG1535
 FG1535.The orthometric height was determined by differential leveling
 FG1535.and adjusted by the National Geodetic Survey in June 1991..
 FG1535
 FG1535.The geoid height was determined by GEOID03.
 FG1535
 FG1535.The dynamic height is computed by dividing the NAVD 88
 FG1535.geopotential number by the normal gravity value computed on the
 FG1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1535.degrees latitude (g = 980.6199 gals.).
 FG1535
 FG1535.The modeled gravity was interpolated from observed gravity values.
 FG1535
 FG1535;                    North         East    Units  Estimated Accuracy
 FG1535;SPC AR N     -    76,630.      362,300.      MT  (+/- 180 meters Scaled)
 FG1535
 FG1535                          SUPERSEDED SURVEY CONTROL
 FG1535
 FG1535  NGVD 29 (06/07/95)   83.059  (m)          272.50   (f) ADJUSTED    1 2
 FG1535
 FG1535.Superseded values are not recommended for survey control.
 FG1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1535.See file dsdata.txt to determine how the superseded data were derived.
 FG1535
 FG1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU535757(NAD 83)
 FG1535_MARKER: DD = SURVEY DISK
 FG1535_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1535_SP_SET: BRIDGE PLATFORM
 FG1535_STAMPING: PC-3 1939
 FG1535_MARK LOGO: USE   
 FG1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1535+STABILITY: SURFACE MOTION
 FG1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1535+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 FG1535
 FG1535  HISTORY     - Date     Condition        Report By
 FG1535  HISTORY     - 1939     MONUMENTED       DOD
 FG1535  HISTORY     - 1984     GOOD             NGS
 FG1535  HISTORY     - 1989     GOOD             USPSQD
 FG1535  HISTORY     - 20020717 GOOD             USACE
 FG1535
 FG1535                          STATION DESCRIPTION
 FG1535
 FG1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1535'8.0 KM (5.0 MI) SOUTH FROM CONWAY.
 FG1535'0.1 KM (0.05 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE IN
 FG1535'CONWAY, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG CHESTNUT STREET, THENCE
 FG1535'7.3 KM (4.55 MI) SOUTHEAST ALONG STATE ROUTE 365 TO THE BRIDGE OVER
 FG1535'LAKE CONWAY AND THE MARK ON THE RIGHT, A DISK SET IN THE PLATFORM
 FG1535'PORTION OF THE BRIDGE AT THE SOUTHWEST CORNER OF THE BRIDGE,
 FG1535'0.76 METERS (2.5 FT) NORTHWEST OF THE SOUTHWEST END OF THE BRIDGE.
 FG1535'THE MARK IS 0.15 M ABOVE HIGHWAY.
 FG1535
 FG1535                          STATION RECOVERY (1989)
 FG1535
 FG1535'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1535'RECOVERED IN GOOD CONDITION.
 FG1535
 FG1535                          STATION RECOVERY (2002)
 FG1535
 FG1535'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 FG1535'THIS MARK IS VERY CLOSE TO THE EDGE OF THE ROAD.  TO SET A TRIPOD OVER
 FG1535'THE POINT WILL REQUIRE THAT ONE LEG BE IN THE ROADWAY.  OTHERWISE IT
 FG1535'IS SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1765 ***********************************************************************
 FG1765  DESIGNATION -  PEA RIDGE
 FG1765  PID         -  FG1765
 FG1765  STATE/COUNTY-  AR/POPE
 FG1765  USGS QUAD   -  MORELAND (1989)
 FG1765
 FG1765                         *CURRENT SURVEY CONTROL
 FG1765  ___________________________________________________________________
 FG1765* NAD 83(1997)-  35 20 04.84308(N)    092 53 13.97085(W)     ADJUSTED  
 FG1765* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 FG1765  ___________________________________________________________________
 FG1765  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 FG1765  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FG1765
 FG1765  HORZ ORDER  -  FIRST
 FG1765
 FG1765.The horizontal coordinates were established by classical geodetic methods
 FG1765.and adjusted by the National Geodetic Survey in September 1999..
 FG1765
 FG1765.The orthometric height was scaled from a topographic map.
 FG1765
 FG1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1765
 FG1765.The geoid height was determined by GEOID03.
 FG1765
 FG1765;                    North         East     Units Scale Factor Converg.
 FG1765;SPC AR N     -   111,453.901   319,344.501   MT  0.99994537   -0 30 58.6
 FG1765;SPC AR N     -   365,661.67  1,047,716.08   sFT  0.99994537   -0 30 58.6
 FG1765;UTM  15      - 3,910,164.514   510,249.819   MT  0.99960129   +0 03 54.8
 FG1765
 FG1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1765!SPC AR N     -   0.99996856  x   0.99994537  =   0.99991393
 FG1765!UTM  15      -   0.99996856  x   0.99960129  =   0.99956986
 FG1765
 FG1765|---------------------------------------------------------------------|
 FG1765| PID    Reference Object                     Distance      Geod. Az  |
 FG1765|                                                           dddmmss.s |
 FG1765| CI1914 PEA RIDGE RM 1                        4.955 METERS 14302     |
 FG1765| CI1915 PEA RIDGE RM 2                       23.389 METERS 24050     |
 FG1765| CI1913 PEA RIDGE AZ MK                                    2910214.9 |
 FG1765|---------------------------------------------------------------------|
 FG1765
 FG1765                          SUPERSEDED SURVEY CONTROL
 FG1765
 FG1765  NAD 83(1986)-  35 20 04.85810(N)    092 53 13.96684(W) AD(       ) 1
 FG1765  NAD 27      -  35 20 04.56900(N)    092 53 13.36500(W) AD(       ) 1
 FG1765
 FG1765.Superseded values are not recommended for survey control.
 FG1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1765.See file dsdata.txt to determine how the superseded data were derived.
 FG1765
 FG1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1025010165(NAD 83)
 FG1765_MARKER: DD = SURVEY DISK
 FG1765_SETTING: 80 = SET IN A BOULDER
 FG1765_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1765
 FG1765  HISTORY     - Date     Condition        Report By
 FG1765  HISTORY     - 1940     MONUMENTED       CGS
 FG1765  HISTORY     - 1954     GOOD             CGS
 FG1765
 FG1765                          STATION DESCRIPTION
 FG1765
 FG1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1765'THIS STATION IS LOCATED ON THE EASTERN END OF A PROMINENT
 FG1765'RIDGE ABOUT 7 MILES AIRLINE NE OF ATKINS, ON LAND OWNED BY
 FG1765'MRS. RICHMOND.
 FG1765'
 FG1765'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FG1765'HOLES IN BOULDERS.
 FG1765'
 FG1765'STATION MARK IS 2 INCHES BELOW THE SURFACE AND IS STAMPED
 FG1765'PEA RIDGE 1940.  IT IS 12 FEET W OF A WIRE FENCE, 24 FEET SW OF A
 FG1765'10-INCH PINE TREE, 24 FEET E OF A TRIANGLE-BLAZED 12-INCH
 FG1765'OAK TREE AND 7 FEET S OF A WHITE REFERENCE POST.
 FG1765'
 FG1765'REFERENCE MARK NO.1 IS STAMPED PEA RIDGE NO.1 1940, SET IN
 FG1765'BOULDER FLUSH WITH THE GROUND.  IT IS 1 FOOT W OF A WIRE
 FG1765'FENCE AND ON THE SAME LEVEL AS THE STATION.
 FG1765'
 FG1765'REFERENCE MARK NO.2 IS STAMPED PEA RIDGE NO.2 1940, SET IN
 FG1765'BOULDER WHICH PROJECTS 6 INCHES.  IT IS 10 FEET S OF A TWIN
 FG1765'OAK TREE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1765'
 FG1765'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 FG1765'IS STAMPED PEA RIDGE 1940 AND PROJECTS 4 INCHES.  IT
 FG1765'IS 20 FEET E OF AN OLD HOUSE, 4 FEET N OF A WHITE REFERENCE
 FG1765'POST, 26 FEET N OF A 20-INCH OAK TREE AND 46 FEET W OF A FENCE
 FG1765'CORNER.
 FG1765'
 FG1765'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 FG1765'AND STATE HIGHWAY 105 IN THE TOWN OF ATKINS, GO N ON STATE
 FG1765'HIGHWAY 105 FOR 6.2 MILES TO A NEW GRADED ROAD TO THE RIGHT,
 FG1765'(E), TURN RIGHT AND GO 2.75 MILES TO A CEMETERY ON THE N SIDE
 FG1765'OF THE ROAD, KEEP STRAIGHT AHEAD 0.5 MILE TO FORKS, TAKE
 FG1765'RIGHT FORK AND GO 0.15 MILE TO A RANCH HOUSE, CONTINUE STRAIGHT
 FG1765'AHEAD 0.35 MILE TO W.C. BURRIS RANCH HOUSE, CONTINUE ON
 FG1765'DIM ROAD 0.3 MILE TO OLD HOUSE AND AZIMUTH MARK NEAR E
 FG1765'SIDE OF HOUSE, CONTINUE E ALONG FENCE ON DIM ROAD 0.1 MILE
 FG1765'TO A DRAW, HERE TURN RIGHT ACROSS FIELD 0.15 MILE TO END OF
 FG1765'RIDGE AND STATION.
 FG1765
 FG1765                          STATION RECOVERY (1954)
 FG1765
 FG1765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1765'THE ORIGINAL DESCRIPTION WAS FOUND ADEQUATE.  THE STATION MARK,
 FG1765'REFERENCE MARK 2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 FG1765'IN GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN REMOVED FROM
 FG1765'THE STONE IN WHICH IT HAD BEEN SET.  THE STONE WAS BROKEN
 FG1765'OFF, AND ALL THAT REMAINED WAS THE BOTTOM OF THE DRILL HOLE.
 FG1765'THE OLD HOUSE, MENTIONED AT AZIMUTH LOCATION, HAS BEEN TORN
 FG1765'DOWN.  ALL MARKS ARE EASILY LOCATED FROM THE ORIGINAL
 FG1765'DESCRIPTION.
 FG1765'
 FG1765'THIS STATION WAS NOT OCCUPIED IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0608 ***********************************************************************
 GG0608  DESIGNATION -  PEA RIDGE
 GG0608  PID         -  GG0608
 GG0608  STATE/COUNTY-  AR/BENTON
 GG0608  USGS QUAD   -  BENTONVILLE NORTH (1982)
 GG0608
 GG0608                         *CURRENT SURVEY CONTROL
 GG0608  ___________________________________________________________________
 GG0608* NAD 83(1997)-  36 28 50.76652(N)    094 09 44.19376(W)     ADJUSTED  
 GG0608* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 GG0608  ___________________________________________________________________
 GG0608  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GG0608  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GG0608
 GG0608  HORZ ORDER  -  SECOND
 GG0608
 GG0608.The horizontal coordinates were established by classical geodetic methods
 GG0608.and adjusted by the National Geodetic Survey in September 1999..
 GG0608
 GG0608.The orthometric height was scaled from a topographic map.
 GG0608
 GG0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0608
 GG0608.The geoid height was determined by GEOID03.
 GG0608
 GG0608;                    North         East     Units Scale Factor Converg.
 GG0608;SPC AR N     -   240,381.189   206,235.695   MT  1.00005829   -1 15 29.6
 GG0608;SPC AR N     -   788,650.62    676,624.94   sFT  1.00005829   -1 15 29.6
 GG0608;SPC MO W     -    34,905.290   880,262.813   MT  0.99995246   +0 12 02.9
 GG0608;UTM  15      - 4,037,902.761   395,884.215   MT  0.99973355   -0 41 27.9
 GG0608
 GG0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0608!SPC AR N     -   0.99993709  x   1.00005829  =   0.99999537
 GG0608!SPC MO W     -   0.99993709  x   0.99995246  =   0.99988955
 GG0608!UTM  15      -   0.99993709  x   0.99973355  =   0.99967066
 GG0608
 GG0608:                Primary Azimuth Mark                     Grid Az
 GG0608:SPC AR N     -  PEA RIDGE AZ MK                          096 38 12.5
 GG0608:SPC MO W     -  PEA RIDGE AZ MK                          095 10 40.0
 GG0608:UTM  15      -  PEA RIDGE AZ MK                          096 04 10.8
 GG0608
 GG0608|---------------------------------------------------------------------|
 GG0608| PID    Reference Object                     Distance      Geod. Az  |
 GG0608|                                                           dddmmss.s |
 GG0608| CI1916 PEA RIDGE AZ MK                                    0952242.9 |
 GG0608| GG0606 ROGERS MUNICIPAL TANK               APPROX.16.2 KM 1682737.3 |
 GG0608| GG0603 BENTONVILLE MUN STANDPIPE           APPROX.12.2 KM 1924415.0 |
 GG0608| CI1917 PEA RIDGE RM 1                       36.928 METERS 22215     |
 GG0608| CI1918 PEA RIDGE RM 2                       34.190 METERS 30611     |
 GG0608|---------------------------------------------------------------------|
 GG0608
 GG0608                          SUPERSEDED SURVEY CONTROL
 GG0608
 GG0608  NAD 83(1997)-  36 28 50.77073(N)    094 09 44.19550(W) AD(       ) 2
 GG0608  NAD 83(1997)-  36 28 50.77881(N)    094 09 44.19661(W) AD(       ) 2
 GG0608  NAD 83(1986)-  36 28 50.77945(N)    094 09 44.19540(W) AD(       ) 2
 GG0608  NAD 27      -  36 28 50.51300(N)    094 09 43.45990(W) AD(       ) 2
 GG0608
 GG0608.Superseded values are not recommended for survey control.
 GG0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0608.See file dsdata.txt to determine how the superseded data were derived.
 GG0608
 GG0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9588437903(NAD 83)
 GG0608_MARKER: DS = TRIANGULATION STATION DISK
 GG0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0608
 GG0608  HISTORY     - Date     Condition        Report By
 GG0608  HISTORY     - 1961     MONUMENTED       CGS
 GG0608  HISTORY     - 1989     GOOD             USPSQD
 GG0608  HISTORY     - 20030413 GOOD             GEOCAC
 GG0608
 GG0608                          STATION DESCRIPTION
 GG0608
 GG0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0608'ABOUT 3 MILES NORTHWEST OF PEA RIDGE, ABOUT 1-1/4 MILES SOUTH
 GG0608'OF THE ARKANSAS-MISSOURI STATE LINE ON PROPERTY KNOWN LOCALLY
 GG0608'AS THE KENN ESTATE.  IT IS IN THE NORTHWEST 1/4 OF SECTION 22,
 GG0608'T. 21 N., R. 30 W., 172.3 FEET NORTHWEST OF CENTER OF TRIANGLE
 GG0608'FORMED BY T-ROAD, 53 FEET WEST OF THE CENTERLINE OF STATE
 GG0608'ROAD 94, 23 FEET WEST OF WITNESS POST AND FENCE LINE AND 78
 GG0608'FEET NORTH OF CENTERLINE OF TRACK ROAD.  THE MONUMENT IS
 GG0608'FLUSH AND THE DISK IS STAMPED PEA RIDGE 1961.
 GG0608'
 GG0608'REACH FROM THE JUNCTION OF STATE ROADS 94 AND 72 IN PEA RIDGE,
 GG0608'GO WEST AND NORTH ON STATE ROAD 94 FOR 0.25 MILE TO THE END
 GG0608'OF PAVEMENT.  CONTINUE NORTH AND WEST ON STATE ROAD 94 FOR 1.25
 GG0608'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON STATE
 GG0608'ROAD 94 FOR 1.45 MILES TO WHERE STATE ROAD 94 TURNS WEST.
 GG0608'TURN LEFT AND GO WEST ON STATE ROAD 94 FOR 1.05 MILES TO THE
 GG0608'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON STATE ROAD 94
 GG0608'FOR 0.25 MILE TO A T-ROAD.  TURN RIGHT AND GO NORTH ON STATE
 GG0608'ROAD 94 FOR ABOUT 170 FEET TO THE STATION ON THE LEFT.
 GG0608'
 GG0608'REFERENCE MARK 1 IS 8 FEET SOUTH OF CENTERLINE OF TRACK ROAD,
 GG0608'1 FOOT NORTH OF WIRE FENCE AND 3 FEET NORTHWEST OF 9 INCH
 GG0608'OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GG0608'PEA RIDGE NO 1 1961.
 GG0608'
 GG0608'REFERENCE MARK 2 IS 13 FEET SOUTH OF 14 INCH OAK TREE, 20 FEET
 GG0608'EAST OF 7 INCH OAK TREE AND 30 FEET NORTHWEST OF A TWIN TRUNK
 GG0608'OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GG0608'PEA RIDGE NO 2 1961.
 GG0608'
 GG0608'THE AZ MK IS 2 FT N OF WITNESS POST, 22 FT N OF CENTERLINE OF STATE
 GG0608'RD 94, 49 FEET SOUTHEAST OF SOUTHEAST CORNER OF FRAME HOUSE
 GG0608'AND IS ON THE PROPERTY OF MR. LAWERENCE COFFEE.  THE MONUMENT
 GG0608'PROJECTS 3 INCHES AND THE DISK IS STAMPED PEA RIDGE 1961.
 GG0608'
 GG0608'DIRECTION TO THE AZIMUTH MARK WAS ESTABLISHED BY PRECISE
 GG0608'METHODS.
 GG0608'
 GG0608'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0608
 GG0608                          STATION RECOVERY (1989)
 GG0608
 GG0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0608'RECOVERED IN GOOD CONDITION.
 GG0608
 GG0608                          STATION RECOVERY (2003)
 GG0608
 GG0608'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GG0608'STATION GOOD,REFERENCE MARK 2 HAS MOWER BLADE MARKS ACROSS THE
 GG0608'CAP,STILL LEGABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1024 ***********************************************************************
 GE1024  DESIGNATION -  PEACH
 GE1024  PID         -  GE1024
 GE1024  STATE/COUNTY-  AR/CLAY
 GE1024  USGS QUAD   -  PEACH ORCHARD (1964)
 GE1024
 GE1024                         *CURRENT SURVEY CONTROL
 GE1024  ___________________________________________________________________
 GE1024* NAD 83(1997)-  36 16 42.98004(N)    090 39 46.38087(W)     ADJUSTED  
 GE1024* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 GE1024  ___________________________________________________________________
 GE1024  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GE1024  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE1024
 GE1024  HORZ ORDER  -  THIRD
 GE1024
 GE1024.The horizontal coordinates were established by classical geodetic methods
 GE1024.and adjusted by the National Geodetic Survey in September 1999..
 GE1024
 GE1024.The orthometric height was scaled from a topographic map.
 GE1024
 GE1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1024
 GE1024.The geoid height was determined by GEOID03.
 GE1024
 GE1024;                    North         East     Units Scale Factor Converg.
 GE1024;SPC AR N     -   216,635.291   520,131.291   MT  1.00000926   +0 46 41.0
 GE1024;SPC AR N     -   710,744.28  1,706,464.08   sFT  1.00000926   +0 46 41.0
 GE1024;UTM  15      - 4,017,384.665   709,912.965   MT  1.00014294   +1 23 00.3
 GE1024
 GE1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1024!SPC AR N     -   0.99999081  x   1.00000926  =   1.00000007
 GE1024!UTM  15      -   0.99999081  x   1.00014294  =   1.00013375
 GE1024
 GE1024|---------------------------------------------------------------------|
 GE1024| PID    Reference Object                     Distance      Geod. Az  |
 GE1024|                                                           dddmmss.s |
 GE1024| CI4856 PEACH RM 1                           23.647 METERS 01603     |
 GE1024| CI4855 PEACH AZ MK                                        0402913.5 |
 GE1024| CI4857 PEACH RM 2                           27.840 METERS 12340     |
 GE1024| GE1025 PEACH                                60.405 METERS 25719     |
 GE1024|---------------------------------------------------------------------|
 GE1024
 GE1024                          SUPERSEDED SURVEY CONTROL
 GE1024
 GE1024  NAD 83(1986)-  36 16 42.98884(N)    090 39 46.38100(W) AD(       ) 3
 GE1024  NAD 27      -  36 16 42.75560(N)    090 39 45.98240(W) AD(       ) 3
 GE1024
 GE1024.Superseded values are not recommended for survey control.
 GE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1024.See file dsdata.txt to determine how the superseded data were derived.
 GE1024
 GE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0991317385(NAD 83)
 GE1024_MARKER: DS = TRIANGULATION STATION DISK
 GE1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1024
 GE1024  HISTORY     - Date     Condition        Report By
 GE1024  HISTORY     - 1955     MONUMENTED       CGS
 GE1024
 GE1024                          STATION DESCRIPTION
 GE1024
 GE1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1024'THE STATION IS LOCATED IN THE VILLAGE OF PEACH ORCHARD.  IT
 GE1024'IS 128 FEET NORTHEAST OF THE CENTER OF A CROSSROADS, 70
 GE1024'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 90, 53.7 FEET
 GE1024'NORTHEAST OF THE NORTHEAST CORNER OF A SERVICE STATION AND
 GE1024'52 FEET SOUTHEAST OF A POWERLINE POLE.  TO REACH THE AZIMUTH
 GE1024'MARK FROM THE STATION, GO NORTHEASTERLY ON HIGHWAY 90 FOR
 GE1024'0.05 MILE TO A RAILROAD CROSSING ON THE LEFT, TURN LEFT
 GE1024'AND GO WESTERLY FOR ABOUT 100 YARDS, TURN RIGHT AND GO
 GE1024'NORTHEAST ALONG THE WEST SIDE OF THE RAILROAD TRACKS FOR 0.2
 GE1024'MILE TO THE AZIMUTH MARK.
 GE1024'
 GE1024'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 GE1024'AND THE DISK IS STAMPED PEACH 1955.
 GE1024'
 GE1024'REFERENCE MARK 1 IS 29 FEET EAST OF THE CENTER OF THE HIGHWAY
 GE1024'AND 4 FEET EAST OF THE EAST EDGE OF A SIDEWALK.  THE MARK
 GE1024'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PEACH NO
 GE1024'1 1955.
 GE1024'
 GE1024'REFERENCE MARK 2 IS 3 FEET SOUTHEAST OF A 10-INCH OAK TREE.
 GE1024'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GE1024'PEACH NO 2 1955.
 GE1024'
 GE1024'THE AZIMUTH MARK IS 54.0 FEET WEST OF THE WEST RAIL OF THE
 GE1024'RAILROAD TRACKS, 2 FEET SOUTHWEST OF A TELEPHONE POLE AND
 GE1024'2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK
 GE1024'PROJECTS 6 INCHES AND THE DISK IS STAMPED PEACH 1955.
 GE1024'
 GE1024'PEACH (USE) IS 70 FEET SOUTHWEST OF THE CENTER OF THE CROSSROADS
 GE1024'32.6 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 GE1024'30 FEET WEST OF THE CENTER OF THE HIGHWAY AND 13 FEET SOUTHEAST
 GE1024'OF A TELEPHONE POLE.  THE MARK IS A BRONZE CAP OF THE UNITED
 GE1024'STATES ENGINEER DEPARTMENT FASTENED TO THE TOP OF A 4-INCH
 GE1024'IRON PIPE THAT PROJECTS 14 INCHES.  THE CAP BEARS NO STAMPING.
 GE1024'
 GE1024'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1025 ***********************************************************************
 GE1025  DESIGNATION -  PEACH
 GE1025  PID         -  GE1025
 GE1025  STATE/COUNTY-  AR/CLAY
 GE1025  USGS QUAD   -  PEACH ORCHARD (1964)
 GE1025
 GE1025                         *CURRENT SURVEY CONTROL
 GE1025  ___________________________________________________________________
 GE1025* NAD 83(1997)-  36 16 42.54989(N)    090 39 48.74221(W)     ADJUSTED  
 GE1025* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 GE1025  ___________________________________________________________________
 GE1025  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GE1025  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE1025
 GE1025  HORZ ORDER  -  SECOND
 GE1025
 GE1025.The horizontal coordinates were established by classical geodetic methods
 GE1025.and adjusted by the National Geodetic Survey in September 1999..
 GE1025
 GE1025.The orthometric height was scaled from a topographic map.
 GE1025
 GE1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1025
 GE1025.The geoid height was determined by GEOID03.
 GE1025
 GE1025;                    North         East     Units Scale Factor Converg.
 GE1025;SPC AR N     -   216,621.234   520,072.543   MT  1.00000924   +0 46 39.7
 GE1025;SPC AR N     -   710,698.17  1,706,271.33   sFT  1.00000924   +0 46 39.7
 GE1025;UTM  15      - 4,017,369.985   709,854.361   MT  1.00014264   +1 22 58.8
 GE1025
 GE1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1025!SPC AR N     -   0.99999081  x   1.00000924  =   1.00000005
 GE1025!UTM  15      -   0.99999081  x   1.00014264  =   1.00013345
 GE1025
 GE1025                          SUPERSEDED SURVEY CONTROL
 GE1025
 GE1025  NAD 83(1986)-  36 16 42.55869(N)    090 39 48.74233(W) AD(       ) 2
 GE1025  NAD 27      -  36 16 42.32540(N)    090 39 48.34370(W) AD(       ) 2
 GE1025
 GE1025.Superseded values are not recommended for survey control.
 GE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1025.See file dsdata.txt to determine how the superseded data were derived.
 GE1025
 GE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0985417370(NAD 83)
 GE1025_MARKER: P = PIPE CAP
 GE1025_SETTING: 0 = UNSPECIFIED SETTING
 GE1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE1025
 GE1025  HISTORY     - Date     Condition        Report By
 GE1025  HISTORY     - 1955     MONUMENTED       USE
 GE1025  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE1025
 GE1025                          STATION DESCRIPTION
 GE1025
 GE1025'DESCRIBED BY US ENGINEERS 1955 (WFD)
 GE1025'THE STATION IS LOCATED IN THE VILLAGE OF PEACH ORCHARD.  IT
 GE1025'IS 70 FEET SOUTHWEST OF THE CENTER OF A CROSSROADS FORMED
 GE1025'BY A GRAVELED STREET AND STATE HIGHWAY 90, 32.6 FEET EAST
 GE1025'OF THE EAST RAIL OF THE RAILROAD TRACKS, 30 FEET WEST OF
 GE1025'THE CENTER OF THE HIGHWAY AND 13 FEET SOUTHEAST OF A TELEPHONE
 GE1025'POLE.  THE MARK IS A BRONZE CAP OF THE UNITED STATES ENGINEER
 GE1025'DEPARTMENT FASTENED TO THE TOP OF A 4-INCH IRON PIPE THAT
 GE1025'PROJECTS 14 INCHES.  THE CAP IS NOT STAMPED.
 GE1025'
 GE1025'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PEACH
 GE1025'AND THE DISTANCE WAS FOUND TO BE 198.18 FEET OR 60.405 METERS.
 GE1025
 GE1025                          STATION RECOVERY (2002)
 GE1025
 GE1025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1994 ***********************************************************************
 EJ1994  DESIGNATION -  PEARCY
 EJ1994  PID         -  EJ1994
 EJ1994  STATE/COUNTY-  AR/GARLAND
 EJ1994  USGS QUAD   -  PEARCY (1976)
 EJ1994
 EJ1994                         *CURRENT SURVEY CONTROL
 EJ1994  ___________________________________________________________________
 EJ1994* NAD 83(1997)-  34 26 56.67551(N)    093 15 59.30425(W)     ADJUSTED  
 EJ1994* NAVD 88     -       263.1    (meters)     863.     (feet)  VERTCON   
 EJ1994  ___________________________________________________________________
 EJ1994  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 EJ1994  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EJ1994
 EJ1994  HORZ ORDER  -  SECOND
 EJ1994
 EJ1994.The horizontal coordinates were established by classical geodetic methods
 EJ1994.and adjusted by the National Geodetic Survey in September 1999..
 EJ1994
 EJ1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1994
 EJ1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1994
 EJ1994.The geoid height was determined by GEOID03.
 EJ1994
 EJ1994;                    North         East     Units Scale Factor Converg.
 EJ1994;SPC AR S     -   598,413.464   283,625.846   MT  0.99994458   -0 42 31.8
 EJ1994;SPC AR S     - 1,963,294.84    930,529.13   sFT  0.99994458   -0 42 31.8
 EJ1994;UTM  15      - 3,811,982.716   475,521.979   MT  0.99960739   -0 09 02.7
 EJ1994
 EJ1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1994!SPC AR S     -   0.99996303  x   0.99994458  =   0.99990761
 EJ1994!UTM  15      -   0.99996303  x   0.99960739  =   0.99957044
 EJ1994
 EJ1994:                Primary Azimuth Mark                     Grid Az
 EJ1994:SPC AR S     -  WEST                                     067 50 00.4
 EJ1994:UTM  15      -  WEST                                     067 16 31.3
 EJ1994
 EJ1994|---------------------------------------------------------------------|
 EJ1994| PID    Reference Object                     Distance      Geod. Az  |
 EJ1994|                                                           dddmmss.s |
 EJ1994| EJ1922 WEST                                APPROX.16.5 KM 0670728.6 |
 EJ1994| CX6043 PEARCY RM 1                           9.498 METERS 15111     |
 EJ1994| CX6044 PEARCY RM 2                          16.256 METERS 35227     |
 EJ1994|---------------------------------------------------------------------|
 EJ1994
 EJ1994                          SUPERSEDED SURVEY CONTROL
 EJ1994
 EJ1994  NAD 83(1997)-  34 26 56.68595(N)    093 15 59.29670(W) AD(       ) 2
 EJ1994  NAD 83(1986)-  34 26 56.68572(N)    093 15 59.29699(W) AD(       ) 2
 EJ1994  NAD 27      -  34 26 56.36577(N)    093 15 58.61420(W) AD(       ) 2
 EJ1994  NGVD 29 (07/19/86)  263.1    (m)          863.     (f) VERT ANG       
 EJ1994
 EJ1994.Superseded values are not recommended for survey control.
 EJ1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1994.See file dsdata.txt to determine how the superseded data were derived.
 EJ1994
 EJ1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7552211983(NAD 83)
 EJ1994_MARKER: DS = TRIANGULATION STATION DISK
 EJ1994_SETTING: 80 = SET IN A BOULDER
 EJ1994_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ1994
 EJ1994  HISTORY     - Date     Condition        Report By
 EJ1994  HISTORY     - 1956     MONUMENTED       CGS
 EJ1994
 EJ1994                          STATION DESCRIPTION
 EJ1994
 EJ1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1994'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, AT THE
 EJ1994'SUMMIT OF A LOW WOODED HILL.  IT IS ABOUT 16 MILES SOUTHWEST
 EJ1994'OF HOT SPRINGS AND ABOUT 2 MILES NORTHEAST OF THE SMALL TOWN OF
 EJ1994'PEARCY.
 EJ1994'
 EJ1994'TO REACH FROM THE CROSSROADS IN PEARCY, GO EAST ON U.S. HIGHWAY
 EJ1994'70 FOR 2.0 MILES TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT
 EJ1994'(NORTH) AND GO NORTH,WEST, AND NORTH FOR 0.9 MILE TO
 EJ1994'A DIM DIRT ROAD LEFT AT POINT WHERE MAIN ROAD CURVES TO RIGHT.
 EJ1994'TURN LEFT (WEST) AND GO 50 YARDS TO FORK.  TURN RIGHT (NORTH)
 EJ1994'ACROSS SMALL CREEK AND GO ABOUT 100 YARDS TO INTERSECTION WITH A
 EJ1994'DIM EAST-WEST ROAD.  TURN RIGHT (EAST) AND GO 0.4 MILE TO A
 EJ1994'SIDE ROAD LEFT JUST BEFORE REACHING TRIANGLE-BLAZED TREE.  TURN
 EJ1994'LEFT (NORTHWEST) AND FOLLOW WINDING ROAD FOR 0.4 MILE TO
 EJ1994'STATION AT TOP OF HILL.
 EJ1994'
 EJ1994'THE STATION MARK, STAMPED PEARCY 1956, IS A STANDARD BRONZE
 EJ1994'DISK SET IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS
 EJ1994'4 INCHES.
 EJ1994'
 EJ1994'REFERENCE MARK 1, STAMPED PEARCY NO 1 1956, IS A STANDARD
 EJ1994'BRONZE DISK SET IN A DRILL HOLE IN THE TOP OF A BOULDER.
 EJ1994'IT IS ABOUT 6 FEET LOWER THAN THE STATION MARK.
 EJ1994'
 EJ1994'REFERENCE MARK 2, STAMPED PEARCY NO 2 1956, IS A STANDARD
 EJ1994'BRONZE DISK SET IN A DRILL HOLE IN THE TOP OF A BOULDER.  IT IS
 EJ1994'ABOUT 2 FEET LOWER THAN THE STATION MARK.
 EJ1994'
 EJ1994'NO AZIMUTH MARK WAS ESTABLISHED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2972 ***********************************************************************
 EH2972  DESIGNATION -  PECAN
 EH2972  PID         -  EH2972
 EH2972  STATE/COUNTY-  AR/ARKANSAS
 EH2972  USGS QUAD   -  ONE HORSE STORE (1972)
 EH2972
 EH2972                         *CURRENT SURVEY CONTROL
 EH2972  ___________________________________________________________________
 EH2972* NAD 83(1997)-  34 12 36.74332(N)    091 29 39.25804(W)     ADJUSTED  
 EH2972* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 EH2972  ___________________________________________________________________
 EH2972  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 EH2972  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EH2972
 EH2972  HORZ ORDER  -  SECOND
 EH2972
 EH2972.The horizontal coordinates were established by classical geodetic methods
 EH2972.and adjusted by the National Geodetic Survey in September 1999..
 EH2972
 EH2972.The orthometric height was scaled from a topographic map.
 EH2972
 EH2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2972
 EH2972.The geoid height was determined by GEOID03.
 EH2972
 EH2972;                    North         East     Units Scale Factor Converg.
 EH2972;SPC AR S     -   571,313.051   446,605.503   MT  0.99992316   +0 16 59.1
 EH2972;SPC AR S     - 1,874,382.90  1,465,238.22   sFT  0.99992316   +0 16 59.1
 EH2972;UTM  15      - 3,786,488.611   638,716.289   MT  0.99983719   +0 50 48.2
 EH2972
 EH2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2972!SPC AR S     -   0.99999550  x   0.99992316  =   0.99991866
 EH2972!UTM  15      -   0.99999550  x   0.99983719  =   0.99983269
 EH2972
 EH2972|---------------------------------------------------------------------|
 EH2972| PID    Reference Object                     Distance      Geod. Az  |
 EH2972|                                                           dddmmss.s |
 EH2972| CY7090 PECAN RM 1                           30.233 METERS 10600     |
 EH2972| CY7091 PECAN RM 2                           28.935 METERS 34518     |
 EH2972| CY7089 PECAN AZ MK                                        3584720.3 |
 EH2972|---------------------------------------------------------------------|
 EH2972
 EH2972                          SUPERSEDED SURVEY CONTROL
 EH2972
 EH2972  NAD 83(1986)-  34 12 36.75102(N)    091 29 39.25245(W) AD(       ) 2
 EH2972  NAD 27      -  34 12 36.39600(N)    091 29 38.80992(W) AD(       ) 2
 EH2972
 EH2972.Superseded values are not recommended for survey control.
 EH2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2972.See file dsdata.txt to determine how the superseded data were derived.
 EH2972
 EH2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3871686489(NAD 83)
 EH2972_MARKER: DS = TRIANGULATION STATION DISK
 EH2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2972
 EH2972  HISTORY     - Date     Condition        Report By
 EH2972  HISTORY     - 1965     MONUMENTED       CGS
 EH2972
 EH2972                          STATION DESCRIPTION
 EH2972
 EH2972'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2972'STATION IS ABOUT 11 MILES SOUTHWEST OF DEWITT, 9 MILES NORTHWEST
 EH2972'OF GILLETT, 1/2 MILE WEST OF PECAN LAKE, 0.7 MILE SOUTH OF THE
 EH2972'JUNCTION OF STATE HIGHWAYS 11 AND 276 AND ON THE PROPERTY OF
 EH2972'MR. JULIUS WEGERT.
 EH2972'
 EH2972'TO REACH FROM THE POST OFFICE IN DEWITT, GO WEST-NORTH AND
 EH2972'WEST ON STATE HIGHWAY 152 FOR 9.65 MILES TO THE JUNCTION WITH
 EH2972'STATE HIGHWAY 11.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY
 EH2972'11 FOR 5.3 MILES TO THE JUNCTION WITH STATE HIGHWAY 276.
 EH2972'CONTINUE SOUTH ON HIGHWAY 11 FOR 0.15 MILE TO THE AZIMUTH MARK
 EH2972'ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 11 FOR 0.55 MILE
 EH2972'TO THE STATION ON THE LEFT.
 EH2972'
 EH2972'STATION MARKS ARE STANDARD DISKS STAMPED PECAN 1965.  THE
 EH2972'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH2972'15 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 18 FEET NORTH
 EH2972'OF A WIRE FENCE, 46 FEET EAST OF A WIRE FENCE, 79 FEET NORTHEAST
 EH2972'OF A POWER POLE, 90 FEET EAST OF THE CENTERLINE OF HIGHWAY 11,
 EH2972'97 FEET WEST OF A METAL WITNESS POST AND 101 FEET SOUTHEAST
 EH2972'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 EH2972'AN IRREGULAR MASS OF CONCRETE 50 INCHES BELOW THE SURFACE
 EH2972'OF THE GROUND.
 EH2972'
 EH2972'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PECAN NO
 EH2972'1 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 EH2972'INCHES.  IT IS 1 FOOT NORTH OF A WIRE FENCE, 2 FEET WEST OF A
 EH2972'METAL WITNESS POST AND 16 FEET EAST OF A 12 INCH OAK TREE.
 EH2972'
 EH2972'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PECAN NO 2 1965,
 EH2972'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH2972'IT IS 1 FOOT EAST OF A WIRE FENCE, 2 FEET SOUTHEAST OF A METAL
 EH2972'WITNESS POST AND 63 FEET EAST OF THE CENTERLINE OF HIGHWAY 11.
 EH2972'
 EH2972'AZIMUTH MARK, A STANDARD DISK STAMPED PECAN 1965, IS SET IN
 EH2972'A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 1 FOOT
 EH2972'SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A METAL WITNESS
 EH2972'POST AND 37 FEET WEST OF THE CENTERLINE OF HIGHWAY 11.
 EH2972'
 EH2972'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TENSION.
 EH2972'
 EH2972'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0716 ***********************************************************************
 GF0716  DESIGNATION -  PEEL
 GF0716  PID         -  GF0716
 GF0716  STATE/COUNTY-  AR/MARION
 GF0716  USGS QUAD   -  PEEL (1972)
 GF0716
 GF0716                         *CURRENT SURVEY CONTROL
 GF0716  ___________________________________________________________________
 GF0716* NAD 83(1997)-  36 24 46.73439(N)    092 48 59.33975(W)     ADJUSTED  
 GF0716* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 GF0716  ___________________________________________________________________
 GF0716  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GF0716  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0716
 GF0716  HORZ ORDER  -  SECOND
 GF0716
 GF0716.The horizontal coordinates were established by classical geodetic methods
 GF0716.and adjusted by the National Geodetic Survey in September 1999..
 GF0716
 GF0716.The orthometric height was scaled from a topographic map.
 GF0716
 GF0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0716
 GF0716.The geoid height was determined by GEOID03.
 GF0716
 GF0716;                    North         East     Units Scale Factor Converg.
 GF0716;SPC AR N     -   231,034.711   326,766.477   MT  1.00004045   -0 28 30.4
 GF0716;SPC AR N     -   757,986.38  1,072,066.35   sFT  1.00004045   -0 28 30.4
 GF0716;UTM  15      - 4,029,771.393   516,453.269   MT  0.99960334   +0 06 32.2
 GF0716
 GF0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0716!SPC AR N     -   0.99994700  x   1.00004045  =   0.99998745
 GF0716!UTM  15      -   0.99994700  x   0.99960334  =   0.99955036
 GF0716
 GF0716|---------------------------------------------------------------------|
 GF0716| PID    Reference Object                     Distance      Geod. Az  |
 GF0716|                                                           dddmmss.s |
 GF0716| CI1920 PEEL RM 1                            18.052 METERS 00432     |
 GF0716| GF0717 PEEL                                 17.772 METERS 11143     |
 GF0716| CI1919 PEEL AZ MK                                         1200558.7 |
 GF0716|---------------------------------------------------------------------|
 GF0716
 GF0716                          SUPERSEDED SURVEY CONTROL
 GF0716
 GF0716  NAD 83(1986)-  36 24 46.74510(N)    092 48 59.33989(W) AD(       ) 2
 GF0716  NAD 27      -  36 24 46.50200(N)    092 48 58.72200(W) AD(       ) 2
 GF0716
 GF0716.Superseded values are not recommended for survey control.
 GF0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0716.See file dsdata.txt to determine how the superseded data were derived.
 GF0716
 GF0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1645329771(NAD 83)
 GF0716_MARKER: DS = TRIANGULATION STATION DISK
 GF0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0716
 GF0716  HISTORY     - Date     Condition        Report By
 GF0716  HISTORY     - 1953     MONUMENTED       CGS
 GF0716  HISTORY     - 1965     GOOD             CGS
 GF0716
 GF0716                          STATION DESCRIPTION
 GF0716
 GF0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0716'THE STATION IS 12-1/2 MILES NORTH AND 7-3/4 MILES WEST OF
 GF0716'YELLVILLE, 2-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF PEEL,
 GF0716'ON THE HIGHEST POINT OF A RIDGE KNOWN AS LITTLE BEACH RIDGE,
 GF0716'NEAR THE CENTER OF THE EAST SIDE OF SEC. 6, T 20 N, R 17
 GF0716'W.  IT IS 6 FEET NORTH OF A WITNESS POST.
 GF0716'
 GF0716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 GF0716'62 AND STATE HIGHWAY 14 AT THE NORTHEAST CORNER OF THE SQUARE
 GF0716'IN YELLVILLE, GO WEST ON HIGHWAY 14 FOR 0.2 MILE, TURN RIGHT
 GF0716'AND GO NORTHERLY ON HIGHWAY 14 FOR 1.9 MILES TO THE SUMMIT
 GF0716'POST OFFICE ON THE RIGHT, CONTINUE NORTHERLY ON THE HIGHWAY
 GF0716'FOR 11.6 MILES TO A T-ROAD RIGHT, AT TWO STORES, CONTINUE
 GF0716'NORTH ON THE HIGHWAY 2.2 MILES TO THE JUNCTION OF STATE
 GF0716'HIGHWAY 125, BEAR RIGHT AND CONTINUE NORTHERLY ON HIGHWAY
 GF0716'125 FOR 4.45 MILES TO A TRACK ROAD ON THE LEFT AT A 24 INCH
 GF0716'OAK TREE BEARING A TRIANGULAR BLAZE, (THIS IS ABOUT 100
 GF0716'YARDS SOUTH OF A SHARP CURVE IN THE HIGHWAY) TURN LEFT AND
 GF0716'FOLLOW THE TRACK ROAD NORTHERLY FOR 0.3 MILE TO A DIM
 GF0716'Y-JUNCTION, BEAR RIGHT AND FOLLOW A DIM TRACK ROAD WEST AND
 GF0716'NORTHWEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GF0716'CONTINUE NORTHWEST FOR 0.5 MILE TO THE HIGHEST POINT AND THE
 GF0716'STATION.
 GF0716'
 GF0716'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED PEEL 1953.
 GF0716'
 GF0716'REFERENCE MARK 1 IS 63 FEET NORTHEAST OF THE WITNESS POST.
 GF0716'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED PEEL
 GF0716'NO 1 1953.
 GF0716'
 GF0716'PEEL (USE) IS 62 FEET EAST OF THE WITNESS POST.  THE MARK IS A
 GF0716'BRONZE DISK OF THE UNITED STATES ENGINEER DEPARTMENT SET IN THE
 GF0716'TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.  THE DISK IS
 GF0716'STAMPED PEEL 1940.
 GF0716'
 GF0716'THE AZIMUTH MARK IS 12 FEET WEST OF THE TRACK ROAD AND 3 FEET
 GF0716'NORTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 GF0716'THE DISK IS STAMPED PEEL 1953.
 GF0716'
 GF0716'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0716
 GF0716                          STATION RECOVERY (1965)
 GF0716
 GF0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0716'THE STATION MARK, REFERENCE MARK NO. 1, PEEL USE (REFERENCE
 GF0716'MARK NO. 2), AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 GF0716'IN GOOD CONDITION.
 GF0716'
 GF0716'THE 1953 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 GF0716'
 GF0716'THE AZIMUTH MARK IS 6 FEET SOUTH OF A METAL WITNESS SIGN
 GF0716'SIGN NAILED TO A 24 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0717 ***********************************************************************
 GF0717  DESIGNATION -  PEEL
 GF0717  PID         -  GF0717
 GF0717  STATE/COUNTY-  AR/MARION
 GF0717  USGS QUAD   -  PEEL (1972)
 GF0717
 GF0717                         *CURRENT SURVEY CONTROL
 GF0717  ___________________________________________________________________
 GF0717* NAD 83(1997)-  36 24 46.52107(N)    092 48 58.67704(W)     ADJUSTED  
 GF0717* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 GF0717  ___________________________________________________________________
 GF0717  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GF0717  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0717
 GF0717  HORZ ORDER  -  SECOND
 GF0717
 GF0717.The horizontal coordinates were established by classical geodetic methods
 GF0717.and adjusted by the National Geodetic Survey in September 1999..
 GF0717
 GF0717.The orthometric height was scaled from a topographic map.
 GF0717
 GF0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0717
 GF0717.The geoid height was determined by GEOID03.
 GF0717
 GF0717;                    North         East     Units Scale Factor Converg.
 GF0717;SPC AR N     -   231,027.999   326,782.933   MT  1.00004044   -0 28 30.0
 GF0717;SPC AR N     -   757,964.36  1,072,120.34   sFT  1.00004044   -0 28 30.0
 GF0717;UTM  15      - 4,029,764.851   516,469.786   MT  0.99960334   +0 06 32.6
 GF0717
 GF0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0717!SPC AR N     -   0.99994700  x   1.00004044  =   0.99998744
 GF0717!UTM  15      -   0.99994700  x   0.99960334  =   0.99955036
 GF0717
 GF0717                          SUPERSEDED SURVEY CONTROL
 GF0717
 GF0717  NAD 83(1986)-  36 24 46.53178(N)    092 48 58.67718(W) AD(       ) 2
 GF0717  NAD 27      -  36 24 46.28900(N)    092 48 58.05900(W) AD(       ) 2
 GF0717
 GF0717.Superseded values are not recommended for survey control.
 GF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0717.See file dsdata.txt to determine how the superseded data were derived.
 GF0717
 GF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1647029765(NAD 83)
 GF0717_MARKER: DD = SURVEY DISK
 GF0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0717+STABILITY: SURFACE MOTION
 GF0717
 GF0717  HISTORY     - Date     Condition        Report By
 GF0717  HISTORY     - 1953     MONUMENTED       USE
 GF0717
 GF0717                          STATION DESCRIPTION
 GF0717
 GF0717'DESCRIBED BY US ENGINEERS 1953 (JCM)
 GF0717'THE STATION IS ABOUT 12-1/2 MILES NORTH AND 7-3/4 MILES
 GF0717'WEST YELLVILLE, 2-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF
 GF0717'PEEL, ON THE HIGHEST POINT OF A RIDGE KNOWN AS LITTLE BEACH
 GF0717'RIDGE AND NEAR THE CENTER OF THE EAST SIDE OF THE SEC. 6,
 GF0717'T 20 N, R 17 W.  IT IS 62 FEET EAST OF A WITNESS POST.
 GF0717'
 GF0717'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GF0717'PEEL AND THE DISTANCE WAS FOUND TO BE 58.31 FEET AND 17.772
 GF0717'METERS.
 GF0717'
 GF0717'THE MARK IS A BRONZE DISK OF THE UNITED STATES ENGINEER
 GF0717'DEPARTMENT SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST THAT
 GF0717'PROJECTS 2 INCHES.  THE DISK IS STAMPED PEEL 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2606 ***********************************************************************
 EH2606  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2606  DESIGNATION -  PEGGY
 EH2606  PID         -  EH2606
 EH2606  STATE/COUNTY-  AR/PHILLIPS
 EH2606  USGS QUAD   -  HELENA (1982)
 EH2606
 EH2606                         *CURRENT SURVEY CONTROL
 EH2606  ___________________________________________________________________
 EH2606* NAD 83(1997)-  34 30 24.15789(N)    090 35 33.41819(W)     ADJUSTED  
 EH2606* NAVD 88     -        63.45   (meters)     208.2    (feet)  GPS OBS   
 EH2606  ___________________________________________________________________
 EH2606  X           -     -54,420.837 (meters)                     COMP
 EH2606  Y           -  -5,261,370.270 (meters)                     COMP
 EH2606  Z           -   3,592,926.069 (meters)                     COMP
 EH2606  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 EH2606  ELLIP HEIGHT-          36.48  (meters)          (01/24/03) GPS OBS
 EH2606  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH2606  DYNAMIC HT  -          63.39  (meters)     208.0   (feet)  COMP
 EH2606  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 EH2606
 EH2606  HORZ ORDER  -  FIRST
 EH2606  VERT ORDER  -  FIRST     CLASS II (See Below)
 EH2606  ELLP ORDER  -  SECOND    CLASS II
 EH2606
 EH2606.The horizontal coordinates were established by GPS observations
 EH2606.and adjusted by the National Geodetic Survey in January 2003..
 EH2606
 EH2606.The orthometric height was determined by GPS observations and a
 EH2606.high-resolution geoid model using precise GPS observation and
 EH2606.processing techniques. It supersedes the leveled height previously
 EH2606.determined for this station.
 EH2606.The vertical order pertains to the first NAVD 88 superseded value.
 EH2606
 EH2606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2606
 EH2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2606
 EH2606.The ellipsoidal height was determined by GPS observations
 EH2606.and is referenced to NAD 83.
 EH2606
 EH2606.The geoid height was determined by GEOID03.
 EH2606
 EH2606.The dynamic height is computed by dividing the NAVD 88
 EH2606.geopotential number by the normal gravity value computed on the
 EH2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2606.degrees latitude (g = 980.6199 gals.).
 EH2606
 EH2606.The modeled gravity was interpolated from observed gravity values.
 EH2606
 EH2606;                    North         East     Units Scale Factor Converg.
 EH2606;SPC AR S     -   604,975.026   529,233.518   MT  0.99995235   +0 47 15.7
 EH2606;SPC AR S     - 1,984,822.23  1,736,326.97   sFT  0.99995235   +0 47 15.7
 EH2606;UTM  15      - 3,820,972.606   721,011.420   MT  1.00020211   +1 21 51.6
 EH2606
 EH2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2606!SPC AR S     -   0.99999427  x   0.99995235  =   0.99994662
 EH2606!UTM  15      -   0.99999427  x   1.00020211  =   1.00019638
 EH2606
 EH2606                          SUPERSEDED SURVEY CONTROL
 EH2606
 EH2606  NAVD 88 (06/15/91)   63.491  (m)          208.30   (f) ADJUSTED    1 2
 EH2606  NGVD 29 (??/??/??)   63.524  (m)          208.41   (f) ADJUSTED    1 2
 EH2606
 EH2606.Superseded values are not recommended for survey control.
 EH2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2606.See file dsdata.txt to determine how the superseded data were derived.
 EH2606
 EH2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2101120973(NAD 83)
 EH2606_MARKER: DS = TRIANGULATION STATION DISK
 EH2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2606_SP_SET: CONCRETE POST
 EH2606_STAMPING: PEGGY 1979
 EH2606_MARK LOGO: NGS   
 EH2606_PROJECTION: FLUSH
 EH2606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2606+STABILITY: SURFACE MOTION
 EH2606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2606+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 EH2606
 EH2606  HISTORY     - Date     Condition        Report By
 EH2606  HISTORY     - 1979     MONUMENTED       NGS
 EH2606  HISTORY     - 1984     GOOD             NGS
 EH2606  HISTORY     - 1985     GOOD             NGS
 EH2606  HISTORY     - 1985     GOOD             NGS
 EH2606  HISTORY     - 20010619 GOOD             NGS
 EH2606  HISTORY     - 20011017 GOOD             3001
 EH2606
 EH2606                          STATION DESCRIPTION
 EH2606
 EH2606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 EH2606'THE STATION IS LOCATED ABOUT 2.4 KILOMETERS (1-1/2 MI)
 EH2606'SOUTH OF THE CENTER OF HELENA, NEAR THE SOUTH EDGE OF
 EH2606'TOWN, AND ATOP THE MAIN LEVEE ALONG THE WEST SIDE OF
 EH2606'THE MISSISSIPPI RIVER.  PERMISSION FOR THE STATION WAS
 EH2606'OBTAINED FROM MR. JAMES C. FRAZIER, ENGINEER,
 EH2606'HELENA IMPROVEMENT DISTRICT, P.O. BOX 236,
 EH2606'HELENA, AR 72342.  TELEPHONE NUMBER 501-338-3776.
 EH2606'
 EH2606'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49,
 EH2606'49 BUSINESS, AND STATE HIGHWAY 20, ABOUT 1 MILE (1.6 KM)
 EH2606'SOUTH OF HELENA, GO EASTERLY ON U.S. HIGHWAY 49 FOR 0.6 MILE
 EH2606'(0.97 KM) TO A LEVEE, JUST BEFORE REACHING THE HELENA BRIDGE,
 EH2606'AND BENCH MARK Q 220 ON THE LEFT.  TURN LEFT AND GO NORTHERLY
 EH2606'ON THE LEVEE ROAD FOR 0.6 MILE (0.97 KM) TO THE STATION ON
 EH2606'THE LEFT.
 EH2606'
 EH2606'THE STATION IS A STANDARD NGS DISK
 EH2606'STAMPED---PEGGY 1979---,
 EH2606'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2606'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 EH2606'35.97 METERS NORTH FROM A FENCE,
 EH2606'4.6 METERS WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD, AND
 EH2606'1.56 METERS SOUTH FROM A METAL WITNESS POST.
 EH2606'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2606'STAMPED---PEGGY 1979---,
 EH2606'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1 METER
 EH2606'BELOW THE SURFACE.
 EH2606'
 EH2606'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2606'STAMPED---PEGGY NO 1 1979---,
 EH2606'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2606'FLUSH WITH GROUND.  IT IS LOCATED
 EH2606'3.3 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2606'0.52 METER SOUTH FROM A METAL WITNESS POST.
 EH2606'MARK IS LEVEL WITH STATION.
 EH2606'
 EH2606'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 EH2606'STAMPED---PEGGY NO 2 1979---,
 EH2606'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2606'FLUSH WITH GROUND.  IT IS LOCATED
 EH2606'10.20 METERS NORTH FROM THE FENCE,
 EH2606'5.0 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 EH2606'3.40 METERS NORTHEAST FROM A POWER POLE, AND
 EH2606'0.65 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2606'MARK IS LEVEL WITH STATION.
 EH2606'
 EH2606'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS BENCH MARK DISK
 EH2606'STAMPED---Q 220 1976---,
 EH2606'SET INTO A DRILL HOLE IN THE NORTHWEST BRIDGE WINGWALL OF THE
 EH2606'HELENA BRIDGE OVER THE MISSISSIPPI RIVER.
 EH2606'IT IS LOCATED
 EH2606'9.7 METERS NORTH FROM THE CENTER OF U.S. HIGHWAY 49,
 EH2606'3.8 METERS EAST-SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD, AND
 EH2606'0.23 METER SOUTH FROM A METAL WITNESS POST.
 EH2606'
 EH2606'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 EH2606
 EH2606                          STATION RECOVERY (1984)
 EH2606
 EH2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2606'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF THE CENTER OF
 EH2606'HELENA, 0.97 KM (0.6 MI) NORTH OF THE HELENA BRIDGE.  OWNERSHIP--ST
 EH2606'FRANCIS LEVEE DISTRICT, BURRELL B. FAIR, CHIEF ENGINEER, P.O. BOX 308,
 EH2606'WEST MEMPHIS, AR 72301, TELEPHONE (501) 735-1062.
 EH2606'
 EH2606'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49, 49
 EH2606'BUSINESS AND STATE HIGHWAY 20, ABOUT 1.6 KM (1.0 MI) SOUTH OF HELENA,
 EH2606'GO EASTERLY ON U.S. HIGHWAY 49 FOR 0.97 KM (0.6 MI) TO A LEVEE, JUST
 EH2606'BEFORE REACHING THE HELENA BRIDGE, AND THE AZIMUTH MARK Q 220, ON THE
 EH2606'LEFT.  TURN LEFT AND GO NORTHERLY ON THE LEVEE ROAD FOR 0.97 KM (0.6
 EH2606'MI) TO THE STATION ON THE LEFT.
 EH2606'
 EH2606'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 EH2606'---PEGGY 1979--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 EH2606'(11.8 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 4.1 METERS
 EH2606'(13.4 FEET) W FROM CENTER OF LEVEE ROAD, 26.9 METERS (88.3 FEET) NNW
 EH2606'FROM CENTER OF METAL GATE, AND 28.9 METERS (94.8 FEET) N FROM UTILITY
 EH2606'POLE IN FENCELINE 0.5 M LOWER THAN ROAD.
 EH2606'
 EH2606'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2606'STAMPED ---PEGGY NO 1 1979--- SET INTO THE TOP OF A ROUND CONCRETE
 EH2606'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER LOCATED 104 METERS (341.2
 EH2606'FEET) S FROM JUNCTION OF LEVEE ROAD AND RAMP, 3.1 METERS (10.2 FEET)
 EH2606'W FROM CENTER OF LEVEE ROAD, AND 0.3 METER (1.0 FOOT) FROM BELOW
 EH2606'LEVEE ROAD.
 EH2606'
 EH2606'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2606'STAMPED ---PEGGY NO 2 1979--- SET INTO THE TOP OF A ROUND CONCRETE
 EH2606'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 EH2606'LOCATED 0.6 METER (2.0 FEET) FROM BELOW ROAD, 5.0 METERS (16.4 FEET)
 EH2606'W FROM CENTER OF GATE AND LEVEE ROAD, 1.3 METERS (4.3 FEET) N FROM
 EH2606'FENCE, AND 3.5 METERS (11.5 FEET) ENE FROM OF PLP.
 EH2606'
 EH2606'AZIMUTH MARK IS A STANDARD NGS BENCH MARK DISK STAMPED,---Q 220
 EH2606'1976--- SET IN A DRILL HOLE IN A WINGWALL AT THE NORTHWEST END OF THE
 EH2606'HELENA BRIDGE OVER THE MISSISSIPPI RIVER LOCATED 9.7 METERS
 EH2606'(48.5 FEET) N FROM CENTER OF US HIGHWAY 49 AND 3.8
 EH2606'METERS (12.5 FEET) E FROM CENTER OF LEVEE ROAD.
 EH2606'
 EH2606'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2606'MISSISSIPPI, MAY-JUNE 1984.
 EH2606
 EH2606                          STATION RECOVERY (1985)
 EH2606
 EH2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2606'2.6 KM (1.6 MI) SOUTH FROM HELENA.
 EH2606'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  2.6 KM
 EH2606'(1.6 MI) SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET IN
 EH2606'HELENA, 0.96 KM (0.6 MI) NORTH ALONG THE LEVEE FROM THE CROSSING OF
 EH2606'U.S. HIGHWAY 49 IN HELENA, 4.1 METERS (13.4 FT) WEST-NORTHWEST OF THE
 EH2606'APPROXIMATE CENTER OF THE LEVEE ROAD, 27.1 METERS (88.9 FT) NORTH OF
 EH2606'THE CENTER OF A GATE, 29.0 METERS (95.1 FT) NORTH-NORTHEAST OF A
 EH2606'UTILITY POLE ON THE WEST SLOPE OF THE LEVEE, 27.1 METERS (88.9 FT)
 EH2606'NORTH OF A UTILITY POLE ON THE EAST SLOPE, AND 26.4 METERS (86.6 FT)
 EH2606'NORTH-NORTHEAST OF REFERENCE MARK 2.
 EH2606'THE MARK IS 0.15 METERS  NE FROM A WITNESS POST.
 EH2606'THE MARK IS 0.5 M BELOW TOP OF LEVEE.
 EH2606
 EH2606                          STATION RECOVERY (1985)
 EH2606
 EH2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2606'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 EH2606'RECOVERED IN GOOD CONDITION.  OWNERSHIP--HELENA IMPROVEMENT DISTRICT,
 EH2606'C/O ROSCOPE AND HIGGINS, P.A. PO BOX 610, HELENA AR 72342,
 EH2606'PHONE 501-338-3438.
 EH2606'
 EH2606'TO REACH FROM THE JUNCTION OF US HIGHWAYS 49 AND 49B AT THE
 EH2606'SOUTH EDGE OF HELENA, GO NORTH ON HIGHWAY 49B FOR 1.48 KM
 EH2606'(0.9 MI) TO A REVERSE FORK RIGHT.  CONTINUE AHEAD FOR 0.15 KM
 EH2606'(0.1 MI) TO A PAVED STREET RIGHT.  TURN RIGHT, EAST, FOR 0.42 KM
 EH2606'(0.25 MI) TO A T-ROAD AT RAILROAD TRACKS.  TURN RIGHT, SOUTH,
 EH2606'FOR 0.28 KM (0.2 MI) TO END OF PAVEMENT AT SMALL BRIDGE AND
 EH2606'RAILROAD TRACKS.  CONTINUE AHEAD FOR 0.13 KM (0.1 MI) TO THE
 EH2606'LEVEE ROAD.  TURN RIGHT, SOUTH, FOR 0.46 KM (0.3 MI) TO A
 EH2606'RAMP.  CONTINUE AHEAD FOR 120 METERS TO THE STATION ON THE RIGHT.
 EH2606'
 EH2606'STATION MARK IS FLUSH, 4.1 METERS WEST-NORTHWEST OF THE ROAD
 EH2606'CENTER, 0.5 METERS LOWER THAN THE ROAD, 27.1 METERS NORTH OF
 EH2606'A GATE CENTER, 29.0 METERS NORTH-NORTHEAST OF A UTILITY POLE
 EH2606'ON THE WEST LEVEE SLOPE, AND 27.1 METERS NORTH OF A UTILITY POLE
 EH2606'ON THE EAST SLOPE.
 EH2606'
 EH2606'REFERENCE MARK 2 IS 1 CM BELOW GROUND. IT IS 4.7 METERS WEST-
 EH2606'NORTHWEST OF THE ROAD CENTER AT A GATE, 0.5 METER LOWER THAN THE
 EH2606'ROAD, 3.4 METERS EAST OF A UTILITY POLE, AND 1.3 METERS
 EH2606'NORTH-NORTHEAST OF A FENCE.
 EH2606'
 EH2606'REFERENCE MARK 1 IS FLUSH, 3.5 METERS WEST-NORTHWEST OF THE
 EH2606'ROAD CENTER, 0.3 METER LOWER THAN THE ROAD,  60 METERS NORTH
 EH2606'OF THE GATE CENTER.
 EH2606'
 EH2606'AZIMUTH MARK (BENCH MARK Q 220) IS SET IN A DRILL HOLE
 EH2606'IN THE NORTHWEST WINGWALL OF THE HIGHWAY 49 BRIDGE
 EH2606'OVER THE MISSISSIPPI RIVER, 9.7 METERS NORTH OF
 EH2606'THE HIGHWAY CENTER, AND 3.8 METERS EAST OF
 EH2606'THE LEVEE ROAD CENTER.
 EH2606'
 EH2606'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAYS
 EH2606'49 AND 49 B, GO EAST ON HIGHWAY 49 FOR ABOUT 0.6
 EH2606'MILE TO THE LEVEE ROAD AND MARK ON THE LEFT.
 EH2606
 EH2606                          STATION RECOVERY (2001)
 EH2606
 EH2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 EH2606'RECOVERED IN GOOD CONDITION.
 EH2606
 EH2606                          STATION RECOVERY (2001)
 EH2606
 EH2606'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH2606'THE STATION IS LOCATED 1.6 MILES SOUTH OF HELENA ON TOP OF MAIN LEVEE
 EH2606'ON THE WEST SIDE OF
 EH2606'THE MISSISSIPPI RIVER.
 EH2606' 
 EH2606'OWNERSHIP-  HELENA IMPROVEMENT DISTRICT, C/O ROSCOPE AND HIGGINS, P.A.
 EH2606'PO BOX 610,
 EH2606'HELENA, ARK 72342
 EH2606' 
 EH2606'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 49 AND 49B AT
 EH2606'THE SOUTH EDGE OF
 EH2606'HELENA, GO NORTH ON 49B FOR 1.3 MILES TO HANKS STREET ON RIGHT.  TURN
 EH2606'RIGHT AND PROCEED
 EH2606'EAST FOR 0.3 MILES TO WHERE HANK STREET TURNS TO THE RIGHT AND
 EH2606'PARALLELS THE SEA WALL.
 EH2606'CONTINUE SOUTH FOR 1.5 MILES TO A ROAD THAT LEADS TO TOP OF LEVEE AND
 EH2606'END OF FLOODWALL.
 EH2606'PROCEED SOUTH ALONG TOP OF LEVEE FOR 0.65 MILES AND THE MARK IS ON THE
 EH2606'RIGHT.
 EH2606' 
 EH2606'THE STATION IS LOCATED 14 FEET WEST OF CENTERLINE OF LEVEE.  88 FEET
 EH2606'NORTH OF CORNER OF
 EH2606'GATE ACROSS TOP OF LEVEE.  STATION IS A STANDARD NGS DISC SET IN
 EH2606'CONCRETE STAMPED PEGGY
 EH2606'1979. FLUSH WITH GROUND.
 EH2606' 
 EH2606'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2605 ***********************************************************************
 EH2605  DESIGNATION -  PEGGY RM 1
 EH2605  PID         -  EH2605
 EH2605  STATE/COUNTY-  AR/PHILLIPS
 EH2605  USGS QUAD   -  HELENA (1982)
 EH2605
 EH2605                         *CURRENT SURVEY CONTROL
 EH2605  ___________________________________________________________________
 EH2605* NAD 83(1997)-  34 30 24.80264(N)    090 35 32.97325(W)     ADJUSTED  
 EH2605* NAVD 88     -        63.454  (meters)     208.18   (feet)  ADJUSTED  
 EH2605  ___________________________________________________________________
 EH2605  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 EH2605  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH2605  DYNAMIC HT  -          63.393 (meters)     207.98  (feet)  COMP
 EH2605  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 EH2605
 EH2605  HORZ ORDER  -  SECOND
 EH2605  VERT ORDER  -  FIRST     CLASS II
 EH2605
 EH2605.The horizontal coordinates were established by classical geodetic methods
 EH2605.and adjusted by the National Geodetic Survey in September 1999..
 EH2605
 EH2605.The orthometric height was determined by differential leveling
 EH2605.and adjusted by the National Geodetic Survey in June 1991..
 EH2605
 EH2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2605
 EH2605.The geoid height was determined by GEOID03.
 EH2605
 EH2605.The dynamic height is computed by dividing the NAVD 88
 EH2605.geopotential number by the normal gravity value computed on the
 EH2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2605.degrees latitude (g = 980.6199 gals.).
 EH2605
 EH2605.The modeled gravity was interpolated from observed gravity values.
 EH2605
 EH2605;                    North         East     Units Scale Factor Converg.
 EH2605;SPC AR S     -   604,995.047   529,244.593   MT  0.99995238   +0 47 16.0
 EH2605;SPC AR S     - 1,984,887.92  1,736,363.30   sFT  0.99995238   +0 47 16.0
 EH2605;SPC MS W     -   555,202.629   676,201.939   MT  0.99995698   -0 08 48.5
 EH2605;SPC MS W     - 1,821,527.29  2,218,505.86   sFT  0.99995698   -0 08 48.5
 EH2605;UTM  15      - 3,820,992.742   721,022.296   MT  1.00020217   +1 21 51.9
 EH2605
 EH2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2605!SPC AR S     -   0.99999426  x   0.99995238  =   0.99994664
 EH2605!SPC MS W     -   0.99999426  x   0.99995698  =   0.99995124
 EH2605!UTM  15      -   0.99999426  x   1.00020217  =   1.00019643
 EH2605
 EH2605                          SUPERSEDED SURVEY CONTROL
 EH2605
 EH2605  NAD 83(1997)-  34 30 24.80255(N)    090 35 32.97289(W) AD(       ) 2
 EH2605  NAD 83(1997)-  34 30 24.80250(N)    090 35 32.97285(W) AD(       ) 2
 EH2605  NAD 83(1986)-  34 30 24.81048(N)    090 35 32.97253(W) AD(       ) 2
 EH2605  NAD 27      -  34 30 24.43957(N)    090 35 32.59348(W) AD(       ) 2
 EH2605  NGVD 29 (??/??/??)   63.487  (m)          208.29   (f) ADJUSTED    1 2
 EH2605
 EH2605.Superseded values are not recommended for survey control.
 EH2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2605.See file dsdata.txt to determine how the superseded data were derived.
 EH2605
 EH2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2102220993(NAD 83)
 EH2605_MARKER: DR = REFERENCE MARK DISK
 EH2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2605_SP_SET: CONCRETE POST
 EH2605_STAMPING: PEGGY NO 1 1979
 EH2605_MARK LOGO: NGS   
 EH2605_PROJECTION: FLUSH
 EH2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2605+STABILITY: SURFACE MOTION
 EH2605
 EH2605  HISTORY     - Date     Condition        Report By
 EH2605  HISTORY     - 1979     MONUMENTED       NGS
 EH2605  HISTORY     - 1985     GOOD             NGS
 EH2605
 EH2605                          STATION DESCRIPTION
 EH2605
 EH2605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2605'2.6 KM (1.6 MI) SOUTH FROM HELENA.
 EH2605'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  2.6 KM
 EH2605'(1.6 MI) SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET IN
 EH2605'HELENA, 0.96 KM (0.6 MI) NORTH ALONG THE LEVEE FROM THE CROSSING OF
 EH2605'U.S. HIGHWAY 49 IN HELENA, 3.5 METERS (11.5 FT) WEST-NORTHWEST OF THE
 EH2605'APPROXIMATE CENTER OF THE LEVEE ROAD, 60.0 METERS (196.8 FT) NORTH OF
 EH2605'THE APPROXIMATE CENTER OF A GATE, AND 22.8 METERS (74.9 FT)
 EH2605'NORTH-NORTHEAST OF STATION PEGGY.
 EH2605'THE MARK IS 0.31 METERS  NNE FROM A WITNESS POST.
 EH2605'THE MARK IS 0.31 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2604 ***********************************************************************
 EH2604  DESIGNATION -  PEGGY RM 2
 EH2604  PID         -  EH2604
 EH2604  STATE/COUNTY-  AR/PHILLIPS
 EH2604  USGS QUAD   -  HELENA (1982)
 EH2604
 EH2604                         *CURRENT SURVEY CONTROL
 EH2604  ___________________________________________________________________
 EH2604* NAD 83(1997)-  34 30 23.39876(N)    090 35 33.89489(W)     ADJUSTED  
 EH2604* NAVD 88     -        63.639  (meters)     208.79   (feet)  ADJUSTED  
 EH2604  ___________________________________________________________________
 EH2604  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 EH2604  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH2604  DYNAMIC HT  -          63.577 (meters)     208.59  (feet)  COMP
 EH2604  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 EH2604
 EH2604  HORZ ORDER  -  SECOND
 EH2604  VERT ORDER  -  FIRST     CLASS II
 EH2604
 EH2604.The horizontal coordinates were established by classical geodetic methods
 EH2604.and adjusted by the National Geodetic Survey in September 1999..
 EH2604
 EH2604.The orthometric height was determined by differential leveling
 EH2604.and adjusted by the National Geodetic Survey in June 1991..
 EH2604
 EH2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2604
 EH2604.The geoid height was determined by GEOID03.
 EH2604
 EH2604.The dynamic height is computed by dividing the NAVD 88
 EH2604.geopotential number by the normal gravity value computed on the
 EH2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2604.degrees latitude (g = 980.6199 gals.).
 EH2604
 EH2604.The modeled gravity was interpolated from observed gravity values.
 EH2604
 EH2604;                    North         East     Units Scale Factor Converg.
 EH2604;SPC AR S     -   604,951.471   529,221.681   MT  0.99995232   +0 47 15.5
 EH2604;SPC AR S     - 1,984,744.95  1,736,288.13   sFT  0.99995232   +0 47 15.5
 EH2604;SPC MS W     -   555,159.431   676,178.319   MT  0.99995699   -0 08 49.1
 EH2604;SPC MS W     - 1,821,385.57  2,218,428.37   sFT  0.99995699   -0 08 49.1
 EH2604;UTM  15      - 3,820,948.926   720,999.818   MT  1.00020205   +1 21 51.3
 EH2604
 EH2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2604!SPC AR S     -   0.99999424  x   0.99995232  =   0.99994656
 EH2604!SPC MS W     -   0.99999424  x   0.99995699  =   0.99995123
 EH2604!UTM  15      -   0.99999424  x   1.00020205  =   1.00019628
 EH2604
 EH2604                          SUPERSEDED SURVEY CONTROL
 EH2604
 EH2604  NAD 83(1997)-  34 30 23.39866(N)    090 35 33.89453(W) AD(       ) 2
 EH2604  NAD 83(1997)-  34 30 23.39864(N)    090 35 33.89448(W) AD(       ) 2
 EH2604  NAD 83(1986)-  34 30 23.40691(N)    090 35 33.89395(W) AD(       ) 2
 EH2604  NAD 27      -  34 30 23.03621(N)    090 35 33.51473(W) AD(       ) 2
 EH2604  NGVD 29 (??/??/??)   63.671  (m)          208.89   (f) ADJUSTED    1 2
 EH2604
 EH2604.Superseded values are not recommended for survey control.
 EH2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2604.See file dsdata.txt to determine how the superseded data were derived.
 EH2604
 EH2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2100020949(NAD 83)
 EH2604_MARKER: DR = REFERENCE MARK DISK
 EH2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2604_SP_SET: CONCRETE POST
 EH2604_STAMPING: PEGGY NO 2 1979
 EH2604_MARK LOGO: NGS   
 EH2604_PROJECTION: RECESSED 1 CENTIMETERS
 EH2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2604+STABILITY: SURFACE MOTION
 EH2604
 EH2604  HISTORY     - Date     Condition        Report By
 EH2604  HISTORY     - 1979     MONUMENTED       NGS
 EH2604  HISTORY     - 1985     GOOD             NGS
 EH2604
 EH2604                          STATION DESCRIPTION
 EH2604
 EH2604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2604'2.6 KM (1.6 MI) SOUTH FROM HELENA.
 EH2604'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  2.6 KM
 EH2604'(1.6 MI) SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET IN
 EH2604'HELENA, 0.96 KM (0.6 MI) NORTH OF THE CROSSING OF U.S. HIGHWAY 49 IN
 EH2604'HELENA, 4.7 METERS (15.4 FT) WEST-NORTHWEST OF THE APPROXIMATE CENTER
 EH2604'OF THE LEVEE ROAD AT A GATE, 3.4 METERS (11.2 FT) EAST OF A UTILITY
 EH2604'POLE, 1.3 METERS (4.3 FT) NORTH-NORTHEAST OF A FENCE, AND 26.4 METERS
 EH2604'(86.6 FT) SOUTH-SOUTHWEST OF STATION PEGGY.
 EH2604'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH2604'THE MARK IS 0.5 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2041 ***********************************************************************
 EJ2041  DESIGNATION -  PENCIL
 EJ2041  PID         -  EJ2041
 EJ2041  STATE/COUNTY-  AR/MONTGOMERY
 EJ2041  USGS QUAD   -  SIMS (1986)
 EJ2041
 EJ2041                         *CURRENT SURVEY CONTROL
 EJ2041  ___________________________________________________________________
 EJ2041* NAD 83(1997)-  34 38 07.80993(N)    093 44 18.89454(W)     ADJUSTED  
 EJ2041* NAVD 88     -       234.58   (+/-2cm)     769.6    (feet)  VERTCON   
 EJ2041  ___________________________________________________________________
 EJ2041  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 EJ2041  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EJ2041
 EJ2041  HORZ ORDER  -  THIRD
 EJ2041  VERT ORDER  -  THIRD ? (See Below)
 EJ2041
 EJ2041.The horizontal coordinates were established by classical geodetic methods
 EJ2041.and adjusted by the National Geodetic Survey in September 1999..
 EJ2041
 EJ2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2041.The vertical order pertains to the NGVD 29 superseded value.
 EJ2041
 EJ2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2041
 EJ2041.The geoid height was determined by GEOID03.
 EJ2041
 EJ2041;                    North         East     Units Scale Factor Converg.
 EJ2041;SPC AR S     -   619,727.006   240,599.379   MT  0.99997338   -0 58 23.0
 EJ2041;SPC AR S     - 2,033,221.02    789,366.46   sFT  0.99997338   -0 58 23.0
 EJ2041;SPC AR N     -    34,931.467   240,584.298   MT  1.00007188   -1 00 42.0
 EJ2041;SPC AR N     -   114,604.32    789,316.98   sFT  1.00007188   -1 00 42.0
 EJ2041;UTM  15      - 3,832,870.911   432,305.019   MT  0.99965648   -0 25 11.2
 EJ2041
 EJ2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2041!SPC AR S     -   0.99996775  x   0.99997338  =   0.99994113
 EJ2041!SPC AR N     -   0.99996775  x   1.00007188  =   1.00003962
 EJ2041!UTM  15      -   0.99996775  x   0.99965648  =   0.99962424
 EJ2041
 EJ2041|---------------------------------------------------------------------|
 EJ2041| PID    Reference Object                     Distance      Geod. Az  |
 EJ2041|                                                           dddmmss.s |
 EJ2041| CX6046 PENCIL RM 1                          21.846 METERS 05611     |
 EJ2041| CX6047 PENCIL RM 2                          19.905 METERS 32647     |
 EJ2041| CX6045 PENCIL AZ MK                                       3264722.4 |
 EJ2041|---------------------------------------------------------------------|
 EJ2041
 EJ2041                          SUPERSEDED SURVEY CONTROL
 EJ2041
 EJ2041  NAD 83(1997)-  34 38 07.81683(N)    093 44 18.89159(W) AD(       ) 3
 EJ2041  NAD 83(1986)-  34 38 07.81773(N)    093 44 18.88819(W) AD(       ) 3
 EJ2041  NAD 27      -  34 38 07.44340(N)    093 44 18.20590(W) AD(       ) 3
 EJ2041  NGVD 29 (07/19/86)  234.52   (m)          769.4    (f) LEVELING    3  
 EJ2041
 EJ2041.Superseded values are not recommended for survey control.
 EJ2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2041.See file dsdata.txt to determine how the superseded data were derived.
 EJ2041
 EJ2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3230532871(NAD 83)
 EJ2041_MARKER: DS = TRIANGULATION STATION DISK
 EJ2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2041_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ2041
 EJ2041  HISTORY     - Date     Condition        Report By
 EJ2041  HISTORY     - 1956     MONUMENTED       CGS
 EJ2041  HISTORY     - 1961     GOOD             CGS
 EJ2041
 EJ2041                          STATION DESCRIPTION
 EJ2041
 EJ2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2041'THE STATION IS ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 270
 EJ2041'ABOUT 0.55 MILE NORTHWEST OF THE PENCIL BLUFFS POST OFFICE.
 EJ2041'
 EJ2041'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 EJ2041'HIGHWAY 88, ABOUT 0.05 MILE NORTH OF THE PENCIL BLUFFS POST
 EJ2041'OFFICE, GO NORTHWEST ON U.S. HIGHWAY 270 FOR 0.5 MILE TO
 EJ2041'A LANE LEADING LEFT TO A FARM HOUSE AND THE STATION SITE
 EJ2041'39 FEET NORTHWEST OF THE CENTER OF THE LANE.  CONTINUE NORTHWEST
 EJ2041'ON THE HIGHWAY FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EJ2041'
 EJ2041'THE STATION, UNDERGROUND, REFERENCE MARKS 1, 2 AND THE AZIMUTH
 EJ2041'MARK ARE STANDARD DISKS SET IN CONCRETE CYLINDERS.
 EJ2041'
 EJ2041'THE STATION MARK, STAMPED PENCIL 1956, PROJECTS ABOUT 4 INCHES.
 EJ2041'IT IS 36 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 270, 18
 EJ2041'FEET NORTHWEST OF A FENCE CORNER, 5 FEET NORTHEAST OF THE
 EJ2041'FENCE LINE AND 5.5 FEET NORTHWEST OF A WITNESS POST.
 EJ2041'
 EJ2041'REFERENCE MARK 1, STAMPED PENCIL NO 1 1956, PROJECTS ABOUT
 EJ2041'2 INCHES.  IT IS 35.5 FEET NORTHEAST OF THE CENTER OF THE
 EJ2041'HIGHWAY AND 4 FEET SOUTHWEST OF THE FENCE LINE.
 EJ2041'
 EJ2041'REFERENCE MARK 2, STAMPED PENCIL NO 2 1956, PROJECTS ABOUT
 EJ2041'2 INCHES.  IT IS 36 FEET SOUTHWEST OF THE CENTER OF THE
 EJ2041'HIGHWAY AND 5 FEET NORTHEAST OF THE FENCE LINE.
 EJ2041'
 EJ2041'THE AZIMUTH MARK, STAMPED PENCIL 1956, PROJECTS ABOUT 4
 EJ2041'INCHES.  IT IS ON THE EAST RIGHT-OF-WAY NEAR THE TOP OF THE
 EJ2041'GRADE, 32 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 270,
 EJ2041'4 FEET SOUTHWEST OF THE FENCE LINE AND 2 FEET SOUTHEAST
 EJ2041'OF A WITNESS POST.
 EJ2041
 EJ2041                          STATION RECOVERY (1961)
 EJ2041
 EJ2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2041'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2041'CONDITION.
 EJ2041'
 EJ2041'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0890 ***********************************************************************
 DK0890  DESIGNATION -  PENDLETON
 DK0890  PID         -  DK0890
 DK0890  STATE/COUNTY-  AR/DESHA
 DK0890  USGS QUAD   -  DUMAS (1969)
 DK0890
 DK0890                         *CURRENT SURVEY CONTROL
 DK0890  ___________________________________________________________________
 DK0890* NAD 83(1997)-  33 58 13.19865(N)    091 23 59.48329(W)     ADJUSTED  
 DK0890* NAVD 88     -        57.278  (meters)     187.92   (feet)  ADJUSTED  
 DK0890  ___________________________________________________________________
 DK0890  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DK0890  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0890  DYNAMIC HT  -          57.221 (meters)     187.73  (feet)  COMP
 DK0890  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 DK0890
 DK0890  HORZ ORDER  -  THIRD
 DK0890  VERT ORDER  -  FIRST     CLASS II
 DK0890
 DK0890.The horizontal coordinates were established by classical geodetic methods
 DK0890.and adjusted by the National Geodetic Survey in September 1999..
 DK0890
 DK0890.The orthometric height was determined by differential leveling
 DK0890.and adjusted by the National Geodetic Survey in June 1991..
 DK0890
 DK0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0890
 DK0890.The geoid height was determined by GEOID03.
 DK0890
 DK0890.The dynamic height is computed by dividing the NAVD 88
 DK0890.geopotential number by the normal gravity value computed on the
 DK0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0890.degrees latitude (g = 980.6199 gals.).
 DK0890
 DK0890.The modeled gravity was interpolated from observed gravity values.
 DK0890
 DK0890;                    North         East     Units Scale Factor Converg.
 DK0890;SPC AR S     -   544,754.889   455,458.594   MT  0.99991909   +0 20 09.2
 DK0890;SPC AR S     - 1,787,250.00  1,494,283.74   sFT  0.99991909   +0 20 09.2
 DK0890;UTM  15      - 3,760,020.175   647,828.414   MT  0.99986940   +0 53 39.4
 DK0890
 DK0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0890!SPC AR S     -   0.99999511  x   0.99991909  =   0.99991420
 DK0890!UTM  15      -   0.99999511  x   0.99986940  =   0.99986451
 DK0890
 DK0890|---------------------------------------------------------------------|
 DK0890| PID    Reference Object                     Distance      Geod. Az  |
 DK0890|                                                           dddmmss.s |
 DK0890| DK1463 PENDLETON RM 1                       33.095 METERS 10530     |
 DK0890| CY7095 PENDLETON AZ MK                                    1135623.1 |
 DK0890| DK1464 PENDLETON RM 2                       31.337 METERS 27423     |
 DK0890|---------------------------------------------------------------------|
 DK0890
 DK0890                          SUPERSEDED SURVEY CONTROL
 DK0890
 DK0890  NAD 83(1997)-  33 58 13.20690(N)    091 23 59.47847(W) AD(       ) 3
 DK0890  NAD 83(1986)-  33 58 13.20686(N)    091 23 59.47829(W) AD(       ) 3
 DK0890  NAD 27      -  33 58 12.84060(N)    091 23 59.04816(W) AD(       ) 3
 DK0890  NGVD 29 (??/??/??)   57.340  (m)          188.12   (f) ADJUSTED    1 2
 DK0890
 DK0890.Superseded values are not recommended for survey control.
 DK0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0890.See file dsdata.txt to determine how the superseded data were derived.
 DK0890
 DK0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4782860020(NAD 83)
 DK0890_MARKER: DS = TRIANGULATION STATION DISK
 DK0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0890_STAMPING: PENDLETON 1965
 DK0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0890+STABILITY: SURFACE MOTION
 DK0890
 DK0890  HISTORY     - Date     Condition        Report By
 DK0890  HISTORY     - 1965     MONUMENTED       CGS
 DK0890  HISTORY     - 1976     GOOD             NGS
 DK0890  HISTORY     - 1984     GOOD             NGS
 DK0890  HISTORY     - 20040114 MARK NOT FOUND   USACE
 DK0890
 DK0890                          STATION DESCRIPTION
 DK0890
 DK0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 DK0890'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF GILLETT, 9
 DK0890'MILES EAST OF GOULD, 1-3/4 MILES SOUTHWEST OF THE PENDLETON
 DK0890'FERRY CROSSING OF THE ARKANSAS RIVER AND ON PROPERTY OF THE
 DK0890'GOVERNMENT.
 DK0890'
 DK0890'TO REACH THE STATION FROM THE RAILROAD STATION IN GILLETT,
 DK0890'GO SOUTH ON A GRAVELED STREET FOR 0.05 MILE TO A CROSSROAD.
 DK0890'TURN LEFT AND GO EAST ON A PAVED STREET FOR 0.25 MILE TO STATE
 DK0890'HIGHWAY 1.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 1 FOR
 DK0890'9.65 MILES TO THE PENDLETON FERRY CROSSING OF THE ARKANSAS
 DK0890'RIVER.  CROSS RIVER AND CONTINUE SOUTH ON HIGHWAY 1 FOR 1.05
 DK0890'MILES TO WHERE HIGHWAY 1 CROSSES LEVEE.  TURN RIGHT AND GO
 DK0890'WEST ON THE LEVEE ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 DK0890'ON THE RIGHT.  CONTINUE WEST ON THE LEVEE ROAD FOR 0.35 MILE
 DK0890'TO THE STATION ON THE RIGHT AND WHERE AN ARM OF THE LEVEE
 DK0890'GOES NORTH.
 DK0890'
 DK0890'THE STATION MARK, A STANDARD DISK STAMPED PENDLETON 1965, IS
 DK0890'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 DK0890'1 INCH.  IT IS 24 FEET NORTH OF THE CENTER OF THE LEVEE ROAD
 DK0890'AND 10 FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS
 DK0890'SET IN AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE
 DK0890'SURFACE OF THE GROUND.
 DK0890'
 DK0890'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PENDLETON NO
 DK0890'1 1965, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 DK0890'PROJECTS 2 INCHES.  IT IS 13 FEET NORTH OF THE CENTER OF
 DK0890'THE LEVEE ROAD AND 1.8 FEET EAST OF A WITNESS POST.
 DK0890'
 DK0890'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PENDLETON NO 2
 DK0890'1965, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 DK0890'PROJECTS 3 INCHES.  IT IS 14 FEET NORTH OF THE CENTER OF
 DK0890'THE LEVEE ROAD AND 2.8 FEET EAST OF A WITNESS POST.
 DK0890'
 DK0890'AZIMUTH MARK, A STANDARD DISK STAMPED PENDLETON 1965, IS SET
 DK0890'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 DK0890'INCHES.  IT IS 12 FEET NORTH OF THE CENTER OF THE LEVEE ROAD
 DK0890'1.4 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 DK0890'
 DK0890'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK0890
 DK0890                          STATION RECOVERY (1976)
 DK0890
 DK0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0890'2.6 MI NW FROM BACK GATE.
 DK0890'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH STATE
 DK0890'HIGHWAY 54 AT BACK GATE, THENCE 0.4 MILE WEST ALONG LEVEE, 24 FEET
 DK0890'NORTH OF THE CENTER OF LEVEE, AND SET IN THE APPROXIMATE CENTER OF
 DK0890'SPUR LEVEE.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DK0890'INCHES.  ABOUT LEVEL WITH LEVEE.
 DK0890
 DK0890                          STATION RECOVERY (1984)
 DK0890
 DK0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0890'RECOVERED IN GOOD CONDITION.
 DK0890
 DK0890                          STATION RECOVERY (2004)
 DK0890
 DK0890'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2100 ***********************************************************************
 FF2100  DESIGNATION -  PENNY
 FF2100  PID         -  FF2100
 FF2100  STATE/COUNTY-  AR/GREENE
 FF2100  USGS QUAD   -  BROOKLAND (1983)
 FF2100
 FF2100                         *CURRENT SURVEY CONTROL
 FF2100  ___________________________________________________________________
 FF2100* NAD 83(1997)-  35 59 00.66336(N)    090 37 01.93033(W)     ADJUSTED  
 FF2100* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 FF2100  ___________________________________________________________________
 FF2100  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FF2100  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FF2100
 FF2100  HORZ ORDER  -  FIRST
 FF2100
 FF2100.The horizontal coordinates were established by classical geodetic methods
 FF2100.and adjusted by the National Geodetic Survey in September 1999..
 FF2100
 FF2100.The orthometric height was scaled from a topographic map.
 FF2100
 FF2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2100
 FF2100.The geoid height was determined by GEOID03.
 FF2100
 FF2100;                    North         East     Units Scale Factor Converg.
 FF2100;SPC AR N     -   183,952.395   524,694.959   MT  0.99996015   +0 48 16.7
 FF2100;SPC AR N     -   603,517.15  1,721,436.71   sFT  0.99996015   +0 48 16.7
 FF2100;UTM  15      - 3,984,745.752   714,819.856   MT  1.00016866   +1 24 02.0
 FF2100
 FF2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2100!SPC AR N     -   0.99998006  x   0.99996015  =   0.99994021
 FF2100!UTM  15      -   0.99998006  x   1.00016866  =   1.00014872
 FF2100
 FF2100:                Primary Azimuth Mark                     Grid Az
 FF2100:SPC AR N     -  PENNY AZ MK RESET                        005 27 06.9
 FF2100:UTM  15      -  PENNY AZ MK RESET                        004 51 21.6
 FF2100
 FF2100|---------------------------------------------------------------------|
 FF2100| PID    Reference Object                     Distance      Geod. Az  |
 FF2100|                                                           dddmmss.s |
 FF2100| AH9976 PENNY AZ MK RESET                                  0061523.6 |
 FF2100| GE1008 PARAGOULD RAD STA KDRS MAST         APPROX.15.8 KM 0615701.1 |
 FF2100| AH9975 PENNY RM 1                           40.536 METERS 08159     |
 FF2100| CI4858 PENNY AZ MK                                        1992342.1 |
 FF2100| CI4859 PENNY RM 2                           47.337 METERS 21025     |
 FF2100|---------------------------------------------------------------------|
 FF2100
 FF2100                          SUPERSEDED SURVEY CONTROL
 FF2100
 FF2100  NAD 83(1997)-  35 59 00.67392(N)    090 37 01.93070(W) AD(       ) 1
 FF2100  NAD 83(1986)-  35 59 00.67418(N)    090 37 01.93039(W) AD(       ) 1
 FF2100  NAD 27      -  35 59 00.41900(N)    090 37 01.53440(W) AD(       ) 1
 FF2100
 FF2100.Superseded values are not recommended for survey control.
 FF2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2100.See file dsdata.txt to determine how the superseded data were derived.
 FF2100
 FF2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1482084746(NAD 83)
 FF2100_MARKER: DS = TRIANGULATION STATION DISK
 FF2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2100_STAMPING: PENNY 1953
 FF2100_MARK LOGO: CGS   
 FF2100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2100+STABILITY: SURFACE MOTION
 FF2100
 FF2100  HISTORY     - Date     Condition        Report By
 FF2100  HISTORY     - 1953     MONUMENTED       CGS
 FF2100  HISTORY     - 1954     GOOD             CGS
 FF2100  HISTORY     - 19840403 GOOD             NGS
 FF2100
 FF2100                          STATION DESCRIPTION
 FF2100
 FF2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2100'THE STATION IS ABOUT 9 MILES NORTHEAST OF JONESBORO, 7-1/2 MILES
 FF2100'SOUTHWEST OF PARAGOULD AND 1/4 MILE NORTH OF CLARKS CHAPEL
 FF2100'SCHOOL, CHURCH AND CEMETERY.  IT IS IN THE NORTHWEST CORNER OF A
 FF2100'CULTIVATED FIELD, 68.0 FEET NORTHEAST OF A TRIANGULAR BLAZED
 FF2100'OAK TREE, 32.5 FEET SOUTH OF A SWEET GUM TREE, 30.0 FEET EAST
 FF2100'OF THE CENTER OF A GRAVELED ROAD AND 13.0 FEET EAST OF A FENCE
 FF2100'AND WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE OF THE
 FF2100'GROUND AND IS STAMPED PENNY 1953.
 FF2100'
 FF2100'REFERENCE MARK NO. 1 IS 1.0 FOOT SOUTH OF A FENCE, PROJECTS
 FF2100'4 INCHES AND IS STAMPED PENNY NO 1 1953.
 FF2100'
 FF2100'REFERENCE MARK NO. 2 IS 20.0 FEET EAST OF THE CENTER OF A
 FF2100'GRAVELED ROAD AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 3
 FF2100'INCHES AND IS STAMPED PENNY NO 2 1953.
 FF2100'
 FF2100'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 FF2100'NO. 2 IS 259.75 FEET.
 FF2100'
 FF2100'THE AZIMUTH MARK IS LOCATED ON THE CLARKS CHAPEL CHURCH
 FF2100'GROUNDS, 37.0 FEET WEST OF THE CENTER OF AN OPEN WELL AND
 FF2100'22.0 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY.  IT IS
 FF2100'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED PENNY
 FF2100'1953.
 FF2100'
 FF2100'TO REACH THE STATION FROM THE POST OFFICE IN PARAGOULD, GO
 FF2100'SOUTH ON STATE ROUTE NO. A 1 FOR 0.2 MILE TO THE JUNCTION
 FF2100'WITH STATE ROUTE NO. 25.  HERE TURN RIGHT AND GO WESTERLY ON
 FF2100'STATE ROUTE NO. A 1 AND NO. 25 FOR 1.0 MILE TO WHERE STATE
 FF2100'ROUTE NO. A 1 TURNS LEFT.  HERE TURN LEFT AND GO SOUTHWESTERLY
 FF2100'ON STATE ROUTE NO. A 1 FOR 1.9 MILES TO THE ROCKY HILL BAPTIST
 FF2100'CHURCH ON THE LEFT AND A GRAVELED ROAD ON THE RIGHT, TURN RIGHT
 FF2100'AND FOLLOW THIS GRAVELED ROAD WESTERLY FOR 1.65 MILE TO A
 FF2100'FORK, TAKE RIGHT FORK AND CONTINUE WESTERLY FOR 2.15 MILES TO
 FF2100'A FORK, TAKE RIGHT FORK AND CONTINUE WEST FOR 2.3 MILES TO A
 FF2100'FORK.  HERE TAKE THE LEFT FORK AND GO SOUTH AND
 FF2100'SOUTHWESTERLY FOR 1.4 MILES TO A CROSSROAD, CONTINUE STRAIGHT
 FF2100'AHEAD FOR 0.65 MILE TO A CUT AT THE TOP OF THE HILL AND
 FF2100'THE STATION ON THE LEFT AS DESCRIBED.
 FF2100'
 FF2100'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 FF2100'ON A GRAVELED ROAD FOR 0.3 MILE TO THE CLARKS CHAPEL SCHOOL,
 FF2100'CHURCH AND CEMETERY ON THE LEFT AND THE MARK AS DESCRIBED.
 FF2100'
 FF2100'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2100
 FF2100                          STATION RECOVERY (1954)
 FF2100
 FF2100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2100'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FF2100'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 FF2100'WAS DESTROYED WHEN THE ROAD WAS IMPROVED.  A NEW AZIMUTH MARK WAS
 FF2100'ESTABLISHED 21 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND
 FF2100'1-1/2 FEET EAST OF A T FENCE CORNER.  IT PROJECTS 4 INCHES AND IS
 FF2100'STAMPED PENNY 1953 RESET 1954.
 FF2100'
 FF2100'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 FF2100'
 FF2100'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 FF2100'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FF2100
 FF2100                          STATION RECOVERY (1984)
 FF2100
 FF2100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DDR)
 FF2100'THE STATION MARK, REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE
 FF2100'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS FOUND DESTROYED.
 FF2100'A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE. THE AZIMUTH
 FF2100'MARK WAS NOT VISIBLE TO THE STATION DUE TO PINE TREES AND NO SUITABLE
 FF2100'LOCATION FOR A NEW AZIMUTH MARK WAS AVAILABLE.  A NEW DESCRIPTION
 FF2100'FOLLOWS.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 412
 FF2100'AND 49, IN THE WEST EDGE OF PARAGOULD, GO SOUTH ON US HIGHWAY 49 FOR
 FF2100'1.9 MI (3.06 KM) TO THE JUNCTION OF STATE HIGHWAY 358 ON THE RIGHT,
 FF2100'TURN RIGHT AND GO WESTERLY ON STATE HIGHWAY 358 FOR 6.0 MI (9.66 KM)
 FF2100'TO THE JUNCTION OF STATE HIGHWAY 351 ON THE LEFT, TURN LEFT AND GO
 FF2100'SOUTHERLY ON STATE HIGHWAY 351 FOR 1.65 MI (2.66 KM) TO THE AZIMUTH
 FF2100'MARK ON THE LEFT, CONTINUE SOUTHERLY ON HIGHWAY 351 FOR 0.25 MI (0.40
 FF2100'KM) TO STATION ON THE LEFT.  THE STATION MARK IS A STANDARD DISK,
 FF2100'STAMPED-PENNY 1953-, SET IN THE TOP OF A SQUARE CONCRETE POST, 2
 FF2100'INCHES BELOW SURFACE OF GROUND.  IT IS AT THE NORTHWEST CORNER OF A
 FF2100'PINE WOODS, 30.48 M (100.00 FT) EAST OF APPROXIMATE CENTER OF NEW ROAD
 FF2100'(UNDER CONSTRUCTION), 18.90 M (62.01 FT) WEST SOUTHWEST OF A 36 INCH
 FF2100'OAK TREE AT NORTH EDGE OF PINE WOODS, 12.80 M (41.99 FT) EAST OF THE
 FF2100'CENTER OF PRESENT GRAVEL ROAD, 4.11 M (13.48 FT) SOUTHEAST OF OLD
 FF2100'WOODEN WITNESS POST AT EDGE OF A 3 FT (0.91 M) BANK AND 0.46 M (1.51
 FF2100'FT) EAST OF A FIBERGLASS WITNESS POST.  REFERENCE MARK NO 1 IS A
 FF2100'STANDARD DISK, STAMPED-PENNY NO 1 1953-, SET IN THE TOP OF A SQUARE
 FF2100'CONCRETE POST, PROJECTING 2 INCHES. IT IS AT THE NORTH EDGE OF PINE
 FF2100'WOODS, 9.14 M (29.99 FT) EAST SOUTHEAST OF A 30 INCH OAK TREE, 6.70 M
 FF2100'(21.98 FT) WEST SOUTHWEST OF A 28 INCH OAK TREE, 3.96 M (12.99 FT)
 FF2100'SOUTHWEST OF A LONE 12 INCH CEDAR TREE AND 1.68 M (5.51 FT) SOUTH
 FF2100'SOUTHEAST OF A 4 INCH OAK TREE WITH A METAL WITNESS SIGN NAILED ON IT.
 FF2100'REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED-PENNY 1953 NO 3
 FF2100'1984-, CRIMPED ONTO A 4 FT (1.22 M) COPPER ROD WITH A BASE PLATE AND A
 FF2100'COLLAR WITH CAP, PROJECTING 1 INCH ABOVE THE SURFACE OF GROUND.  IT IS
 FF2100'30.48 M (100.00 FT) EAST OF THE APPROXIMATE CENTER OF NEW ROAD (UNDER
 FF2100'CONSTRUCTION) , 15.24 M (50.00 FT) EAST OF THE CENTER OF PRESENT
 FF2100'GRAVEL ROAD, 17.68 M (58.01 FT) NORTHEAST OF A METAL CABLE WARNING
 FF2100'POST AND SIGN AND 0.61 M (2.00 FT) WEST NORTHWEST OF A 4 INCH PINE
 FF2100'TREE WITH A METAL WITNESS SIGN NAILED ON IT.  THE AZIMUTH MARK IS A
 FF2100'STANDARD DISK, STAMPED-PENNY 1953 RESET 1954-, SET IN THE TOP OF A
 FF2100'SQUARE CONCRETE POST, PROJECTING 3 INCHES.  IT IS 16.76 M (54.99 FT)
 FF2100'EAST OF THE CENTER OF HIGHWAY 351, 4.57 M (14.99 FT) WEST OF A T-FENCE
 FF2100'CORNER, 1.22 M (4.00 FT) EAST OF A 30 INCH OAK TREE AND 0.61 M (2.00
 FF2100'FT) EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0840 ***********************************************************************
 GF0840  DESIGNATION -  PENSION
 GF0840  PID         -  GF0840
 GF0840  STATE/COUNTY-  AR/CARROLL
 GF0840  USGS QUAD   -  BERRYVILLE (1972)
 GF0840
 GF0840                         *CURRENT SURVEY CONTROL
 GF0840  ___________________________________________________________________
 GF0840* NAD 83(1997)-  36 17 38.49891(N)    093 35 18.35125(W)     ADJUSTED  
 GF0840* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 GF0840  ___________________________________________________________________
 GF0840  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GF0840  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GF0840
 GF0840  HORZ ORDER  -  SECOND
 GF0840
 GF0840.The horizontal coordinates were established by classical geodetic methods
 GF0840.and adjusted by the National Geodetic Survey in September 1999..
 GF0840
 GF0840.The orthometric height was scaled from a topographic map.
 GF0840
 GF0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0840
 GF0840.The geoid height was determined by GEOID03.
 GF0840
 GF0840;                    North         East     Units Scale Factor Converg.
 GF0840;SPC AR N     -   218,681.800   257,319.133   MT  1.00001256   -0 55 27.5
 GF0840;SPC AR N     -   717,458.54    844,221.19   sFT  1.00001256   -0 55 27.5
 GF0840;UTM  15      - 4,016,721.804   447,163.405   MT  0.99963440   -0 20 53.9
 GF0840
 GF0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0840!SPC AR N     -   0.99996971  x   1.00001256  =   0.99998227
 GF0840!UTM  15      -   0.99996971  x   0.99963440  =   0.99960412
 GF0840
 GF0840|---------------------------------------------------------------------|
 GF0840| PID    Reference Object                     Distance      Geod. Az  |
 GF0840|                                                           dddmmss.s |
 GF0840| CI1922 PENSION RM 1                         25.564 METERS 24043     |
 GF0840| CI1921 PENSION AZ MK                                      2512021.7 |
 GF0840| CI1923 PENSION RM 2                         26.063 METERS 31253     |
 GF0840|---------------------------------------------------------------------|
 GF0840
 GF0840                          SUPERSEDED SURVEY CONTROL
 GF0840
 GF0840  NAD 83(1997)-  36 17 38.50913(N)    093 35 18.35082(W) AD(       ) 2
 GF0840  NAD 83(1997)-  36 17 38.51022(N)    093 35 18.35072(W) AD(       ) 2
 GF0840  NAD 83(1986)-  36 17 38.51010(N)    093 35 18.35195(W) AD(       ) 2
 GF0840  NAD 27      -  36 17 38.25440(N)    093 35 17.67250(W) AD(       ) 2
 GF0840
 GF0840.Superseded values are not recommended for survey control.
 GF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0840.See file dsdata.txt to determine how the superseded data were derived.
 GF0840
 GF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4716316722(NAD 83)
 GF0840_MARKER: DS = TRIANGULATION STATION DISK
 GF0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0840
 GF0840  HISTORY     - Date     Condition        Report By
 GF0840  HISTORY     - 1961     MONUMENTED       CGS
 GF0840
 GF0840                          STATION DESCRIPTION
 GF0840
 GF0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0840'ABOUT 5 MILES SOUTH OF BERRYVILLE, ON PENSION MOUNTAIN, IN
 GF0840'THE SOUTHEAST 1/4 OF SECTION 24, T 19 N, R 25 W. AND ON
 GF0840'PROPERTY OF MR. E. METLOCK.  IT IS 85 FEET SOUTH OF A WIRE
 GF0840'FENCE, 87 FEET SOUTHEAST OF A WITNESS POST, 85 FEET SOUTHWEST
 GF0840'OF A POWER POLE, 22 FEET SOUTH OF THE CENTERLINE OF A TRACK
 GF0840'ROAD AND 65 FEET SOUTHWEST OF A 36 INCH OAK TREE.  THE MONUMENT
 GF0840'IS FLUSH AND THE DISK IS STAMPED PENSION 1961.
 GF0840'
 GF0840'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY
 GF0840'21 IN THE SOUTHEAST EDGE OF BERRYVILLE, GO SOUTHERLY ON STATE
 GF0840'HIGHWAY 21 FOR 2.25 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 GF0840'AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILE TO A T-ROAD.
 GF0840'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.95 MILE TO
 GF0840'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED
 GF0840'ROAD FOR 1.15 MILES TO A T-ROAD.  TURN LEFT AND GO SOUTH
 GF0840'ON A GRAVELED ROAD FOR 1.45 MILES TO A PRIVATE SIDE ROAD LEFT
 GF0840'JUST NORTHEAST OF PENSION MOUNTAIN SCHOOL HOUSE.  TURN LEFT
 GF0840'PASSING THROUGH GATE AND GO EAST ON THE PRIVATE ROAD FOR
 GF0840'0.5 MILE TO A DIM TRACK ROAD RIGHT JUST AFTER PASSING AN
 GF0840'OLD HOUSE ON THE LEFT*.  CONTINUE EAST ON THE TRACK ROAD
 GF0840'FOR 0.2 MILE TO THE END OF THE TRACK ROAD AND THE STATION.
 GF0840'
 GF0840'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND
 GF0840'GO SOUTH ON THE TRACK ROAD ALONG THE EAST SIDE OF A WIRE
 GF0840'FENCE FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 GF0840'
 GF0840'REFERENCE MARK 1 IS 12 FEET NORTHEAST OF A 12 INCH APPLE
 GF0840'TREE, 37 FEET WEST OF A 12 INCH WALNUT TREE AND 102 FEET
 GF0840'SOUTHWEST OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND
 GF0840'THE DISK IS STAMPED PENSION NO 1 1961.
 GF0840'
 GF0840'REFERENCE MARK 2 IS 3 FEET SOUTHWEST OF THE WITNESS POST,
 GF0840'20 FEET EAST OF A 20 INCH OAK TREE, 24 FEET NORTH OF THE
 GF0840'CENTERLINE OF THE TRACK ROAD AND 27 FEET SOUTH OF THE WIRE
 GF0840'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PENSION
 GF0840'NO 2 1961.
 GF0840'
 GF0840'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WITNESS POST, 1 FOOT
 GF0840'EAST OF A WIRE FENCE, 16 FEET SOUTH OF A 16 INCH OAK TREE,
 GF0840'23 FEET NORTH OF A 12 INCH CEDAR TREE AND 25 FEET WEST OF
 GF0840'THE CENTERLINE OF THE TRACK ROAD.  THE MONUMENT PROJECTS
 GF0840'4 INCHES AND THE DISK IS STAMPED PENSION 1961.
 GF0840'
 GF0840'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1621 ***********************************************************************
 EJ1621  DESIGNATION -  PERKINS
 EJ1621  PID         -  EJ1621
 EJ1621  STATE/COUNTY-  AR/PULASKI
 EJ1621  USGS QUAD   -  WOODSON (1987)
 EJ1621
 EJ1621                         *CURRENT SURVEY CONTROL
 EJ1621  ___________________________________________________________________
 EJ1621* NAD 83(1997)-  34 34 20.38876(N)    092 12 34.05182(W)     ADJUSTED  
 EJ1621* NAVD 88     -        76.867  (meters)     252.19   (feet)  ADJUSTED  
 EJ1621  ___________________________________________________________________
 EJ1621  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 EJ1621  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ1621  DYNAMIC HT  -          76.793 (meters)     251.94  (feet)  COMP
 EJ1621  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 EJ1621
 EJ1621  HORZ ORDER  -  FIRST
 EJ1621  VERT ORDER  -  FIRST     CLASS II
 EJ1621
 EJ1621.The horizontal coordinates were established by classical geodetic methods
 EJ1621.and adjusted by the National Geodetic Survey in September 1999..
 EJ1621
 EJ1621.The orthometric height was determined by differential leveling
 EJ1621.and adjusted by the National Geodetic Survey in June 1991..
 EJ1621
 EJ1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1621
 EJ1621.The geoid height was determined by GEOID03.
 EJ1621
 EJ1621.The dynamic height is computed by dividing the NAVD 88
 EJ1621.geopotential number by the normal gravity value computed on the
 EJ1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1621.degrees latitude (g = 980.6199 gals.).
 EJ1621
 EJ1621.The modeled gravity was interpolated from observed gravity values.
 EJ1621
 EJ1621;                    North         East     Units Scale Factor Converg.
 EJ1621;SPC AR S     -   611,385.350   380,780.669   MT  0.99996243   -0 07 02.0
 EJ1621;SPC AR S     - 2,005,853.44  1,249,277.91   sFT  0.99996243   -0 07 02.0
 EJ1621;UTM  15      - 3,825,901.655   572,512.332   MT  0.99966481   +0 26 55.0
 EJ1621
 EJ1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1621!SPC AR S     -   0.99999207  x   0.99996243  =   0.99995450
 EJ1621!UTM  15      -   0.99999207  x   0.99966481  =   0.99965688
 EJ1621
 EJ1621:                Primary Azimuth Mark                     Grid Az
 EJ1621:SPC AR S     -  RNG LITTLE ROCK RADIO LIT                009 28 54.3
 EJ1621:UTM  15      -  RNG LITTLE ROCK RADIO LIT                008 54 57.3
 EJ1621
 EJ1621|---------------------------------------------------------------------|
 EJ1621| PID    Reference Object                     Distance      Geod. Az  |
 EJ1621|                                                           dddmmss.s |
 EJ1621| EJ1693 RNG LITTLE ROCK RADIO LIT           APPROX.12.6 KM 0092152.3 |
 EJ1621| EJ1785 REDFIELD MUNICIPAL TANK             APPROX.14.1 KM 1694915.2 |
 EJ1621| EJ1622 PERKINS RM 1                         60.680 METERS 22113     |
 EJ1621| EJ1719 MARY LAKE CARMELITE MONASTR TK      APPROX.12.7 KM 2524018.3 |
 EJ1621| EJ1620 PERKINS RM 2                         64.405 METERS 30555     |
 EJ1621| EJ1690 WRIGHTSVILLE RAD KAAY CEN MAST      APPROX. 3.4 KM 3352513.7 |
 EJ1621| EJ1623 PERKINS AZ MK                                      3542730.3 |
 EJ1621|---------------------------------------------------------------------|
 EJ1621
 EJ1621                          SUPERSEDED SURVEY CONTROL
 EJ1621
 EJ1621  NAD 83(1986)-  34 34 20.39861(N)    092 12 34.04295(W) AD(       ) 1
 EJ1621  NAD 27      -  34 34 20.06112(N)    092 12 33.50685(W) AD(       ) 1
 EJ1621
 EJ1621.Superseded values are not recommended for survey control.
 EJ1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1621.See file dsdata.txt to determine how the superseded data were derived.
 EJ1621
 EJ1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7251225902(NAD 83)
 EJ1621_MARKER: DS = TRIANGULATION STATION DISK
 EJ1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1621_SP_SET: CONCRETE POST
 EJ1621_STAMPING: PERKINS 1940
 EJ1621_MARK LOGO: CGS   
 EJ1621_PROJECTION: PROJECTING 2 CENTIMETERS
 EJ1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1621+STABILITY: SURFACE MOTION
 EJ1621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1621+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 EJ1621
 EJ1621  HISTORY     - Date     Condition        Report By
 EJ1621  HISTORY     - 1940     MONUMENTED       CGS
 EJ1621  HISTORY     - 1964     GOOD             CGS
 EJ1621  HISTORY     - 1984     GOOD             NGS
 EJ1621  HISTORY     - 1988     GOOD             USPSQD
 EJ1621  HISTORY     - 1988     POOR             USPSQD
 EJ1621  HISTORY     - 1989     GOOD             USPSQD
 EJ1621  HISTORY     - 1990     GOOD             USPSQD
 EJ1621  HISTORY     - 1990     POOR             USPSQD
 EJ1621  HISTORY     - 20050311 GOOD             INDIV
 EJ1621
 EJ1621                          STATION DESCRIPTION
 EJ1621
 EJ1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1621'STATION IS LOCATED ABOUT 13 MILES SSE OF LITTLE ROCK AND 2
 EJ1621'MILES S OF WRIGHTSVILLE, ON LAND OWNED BY THE ESTATE OF P.
 EJ1621'ENSON.  THE LAND IS LOOKED AFTER BY MATTIE JONES
 EJ1621'OF LITTLE ROCK.
 EJ1621'
 EJ1621'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1621'BRONZE DISKS, SET IN CONCRETE AS DESCRIBED.
 EJ1621'STATION MARK PROJECTS 2 INCHES AND IS 5.2 FEET
 EJ1621'W OF A WHITE REFERENCE POST, 19.5 FEET E OF A TRIANGLE-BLAZED
 EJ1621'16-INCH OAK TREE, 24 FEET W OF A TRIANGLE-BLAZED 16-INCH
 EJ1621'OAK TREE AND 76 FEET E OF THE CENTER OF U.S. HIGHWAY 65.
 EJ1621'
 EJ1621'REFERENCE MARK NO.1 PROJECTS 4 INCHES AND IS 125 FEET W
 EJ1621'OF THE CENTER OF U.S. HIGHWAY 65, 39 FEET S OF A 16-INCH
 EJ1621'PINE TREE, 42 FEET N OF A 28-INCH PINE TREE AND ON SAME
 EJ1621'LEVEL AS THE STATION.
 EJ1621'
 EJ1621'REFERENCE MARK NO.2 PROJECTS 4 INCHES AND IS 75 FEET E OF
 EJ1621'THE CENTER OF U.S. HIGHWAY 65, 3 FEET S OF THE S EDGE OF A
 EJ1621'CHURCH, 15 FEET E OF THE SW CORNER OF THE CHURCH AND IS
 EJ1621'ABOUT 2 FEET LOWER THAN THE STATION.
 EJ1621'
 EJ1621'THE AZIMUTH MARK IS SET ON THE S SIDE OF A FARM LANE, 0.1
 EJ1621'MILE E OF U.S. HIGHWAY 65.  THE MARK PROJECTS 4 INCHES AND IS
 EJ1621'1 FOOT N OF A FENCE, 19 FEET S OF THE CENTER OF A FARM LANE,
 EJ1621'2 FEET E OF A WHITE REFERENCE POST.  A SMALL AMOUNT OF CLEARING
 EJ1621'NECESSARY TO SEE MARK FROM STATION.
 EJ1621'
 EJ1621'TO REACH AZIMUTH FROM STATION, GO N ON U.S. HIGHWAY 65 ABOUT
 EJ1621'0.3 MILE TO A FARM LANE RIGHT (E), TURN RIGHT AND GO 0.1
 EJ1621'MILE TO AZIMUTH NEAR FENCE ON RIGHT.
 EJ1621'
 EJ1621'TO REACH THE STATION FROM THE POST OFFICE IN WRIGHTSVILLE,
 EJ1621'GO SE ON U.S. HIGHWAY 65, 2 MILES TO STATION ON THE LEFT
 EJ1621'(E) SIDE OF HIGHWAY, JUST S OF A SMALL WHITE CHURCH.
 EJ1621'
 EJ1621'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 EJ1621
 EJ1621                          STATION RECOVERY (1964)
 EJ1621
 EJ1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1621'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EJ1621'RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS COULD NOT
 EJ1621'BE MEASURED AT THIS TIME, DUE TO BRUSH AND SMALL PINE SAPLINGS,
 EJ1621'AND THE PROPERTY OWNER WOULD NOT ALLOW ANY CLEARING.  THE
 EJ1621'DIRECTION TO REFERENCE MARK 1 DID NOT CHECK BY 2 MINUTES AND
 EJ1621'25 SECONDS.  THE DIRECTION TO REFERENCE MARK 2 DID NOT CHECK
 EJ1621'BY 1 MINUTE AND 23 SECONDS.  THE DIRECTION TO THE AZIMUTH
 EJ1621'MARK DID NOT CHECK BY 16.7 SECONDS.  A NEW DESCRIPTION
 EJ1621'FOLLOWS.
 EJ1621'
 EJ1621'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF
 EJ1621'LITTLE ROCK, ABOUT 2 MILES SOUTH OF WRIGHTSVILLE, ON THE
 EJ1621'EAST SIDE OF U.S. HIGHWAY 65, AND ON THE PROPERTY OF MR.
 EJ1621'GEORGE SPANNS, WHO LIVES AT 920 KIRSPEL, LITTLE ROCK,ARKANSAS.
 EJ1621'IT IS 251 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE
 EJ1621'BLOCK CHURCH BUILDING, 76 FEET NORTHEAST OF THE CENTERLINE
 EJ1621'OF U.S. HIGHWAY 65, 59 FEET NORTHWEST OF A 14 INCH PINE
 EJ1621'TREE, 48 FEET NORTHEAST OF A 16 INCH OAK TREE WITH TRIANGULAR
 EJ1621'BLAZED ON THE NORTH AND SOUTH SIDES, 47 FEET WEST OF AN
 EJ1621'8 INCH PINE TREE, AND 47 FEET NORTHEAST OF A WIRE FENCE
 EJ1621'AND A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 EJ1621'IS STAMPED PERKINS 1940.
 EJ1621'
 EJ1621'TO REACH FROM THE POST OFFICE IN WRIGHTSVILLE, GO SOUTH
 EJ1621'ON U.S. HIGHWAY 65 FOR 1.9 MILES TO A DRIVEWAY ON THE LEFT.*
 EJ1621'CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO A SMALL CHURCH
 EJ1621'BUILDING ON THE LEFT AND THE STATION.
 EJ1621'
 EJ1621'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON A
 EJ1621'FARM LANE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, IN
 EJ1621'THE NORTH EDGE OF A PASTURE.
 EJ1621'
 EJ1621'REFERENCE MARK 1 IS 124 FEET SOUTHWEST OF THE CENTERLINE
 EJ1621'OF U.S. HIGHWAY 65, 89 FEET WEST OF A 24 INCH PINE TREE,
 EJ1621'AND 74 FEET SOUTHWEST OF A 36 INCH SWEET GUM TREE.  THE
 EJ1621'MONUMENT IS FLUSH AND THE DISK IS STAMPED PERKINS NO 1 1940.
 EJ1621'
 EJ1621'REFERENCE MARK 2 IS 60 FEET NORTHEAST OF A 36 INCH OAK TREE,
 EJ1621'74 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 65, AND
 EJ1621'40 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH
 EJ1621'BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EJ1621'PERKINS NO 2 1940.
 EJ1621'
 EJ1621'THE AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTERLINE OF A
 EJ1621'FARM LANE, AND 1 FOOT SOUTH OF A WIRE FENCE AND A WITNESS
 EJ1621'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EJ1621'PERKINS 1940.
 EJ1621'
 EJ1621'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EJ1621
 EJ1621                          STATION RECOVERY (1984)
 EJ1621
 EJ1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ1621'3.4 KM (2.1 MI) SOUTH FROM WRIGHTSVILLE.
 EJ1621'3.4 KM (2.1 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE AND
 EJ1621'THE JUNCTION OF STATE HIGHWAY 368 IN WRIGHTSVILLE, AT THE GOSPEL
 EJ1621'TEMPLE CHURCH AND ON THE PROPERTY OF GEORGE SPANNS, 76.50 METERS
 EJ1621'(251.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH,
 EJ1621'23.16 METERS (76.0 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EJ1621'17.98 METERS (59.0 FT) NORTHWEST OF A 14 INCH PINE TREE, AND
 EJ1621'64.40 METERS (211.3 FT) NORTHWEST OF THE STATION MARK.
 EJ1621'THE MARK IS 0.4 M BELOW HIGHWAY.
 EJ1621
 EJ1621                          STATION RECOVERY (1988)
 EJ1621
 EJ1621'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ1621'RECOVERED IN GOOD CONDITION.
 EJ1621
 EJ1621                          STATION RECOVERY (1988)
 EJ1621
 EJ1621'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1621'MARK RECOVERED IN POOR CONDITION.
 EJ1621
 EJ1621                          STATION RECOVERY (1989)
 EJ1621
 EJ1621'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1621'RECOVERED IN GOOD CONDITION.
 EJ1621
 EJ1621                          STATION RECOVERY (1990)
 EJ1621
 EJ1621'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1621'RECOVERED IN GOOD CONDITION.
 EJ1621
 EJ1621                          STATION RECOVERY (1990)
 EJ1621
 EJ1621'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1621'MARK RECOVERED IN POOR CONDITION.
 EJ1621
 EJ1621                          STATION RECOVERY (2005)
 EJ1621
 EJ1621'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BCS)
 EJ1621'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1623 ***********************************************************************
 EJ1623  DESIGNATION -  PERKINS AZ MK
 EJ1623  PID         -  EJ1623
 EJ1623  STATE/COUNTY-  AR/PULASKI
 EJ1623  USGS QUAD   -  WOODSON (1987)
 EJ1623
 EJ1623                         *CURRENT SURVEY CONTROL
 EJ1623  ___________________________________________________________________
 EJ1623* NAD 83(1986)-  34 34 36.     (N)    092 12 37.     (W)     SCALED    
 EJ1623* NAVD 88     -        69.734  (meters)     228.79   (feet)  ADJUSTED  
 EJ1623  ___________________________________________________________________
 EJ1623  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ1623  DYNAMIC HT  -          69.667 (meters)     228.57  (feet)  COMP
 EJ1623  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 EJ1623
 EJ1623  VERT ORDER  -  FIRST     CLASS II
 EJ1623
 EJ1623.The horizontal coordinates were scaled from a topographic map and have
 EJ1623.an estimated accuracy of +/- 6 seconds.
 EJ1623
 EJ1623.The orthometric height was determined by differential leveling
 EJ1623.and adjusted by the National Geodetic Survey in June 1991..
 EJ1623
 EJ1623.The geoid height was determined by GEOID03.
 EJ1623
 EJ1623.The dynamic height is computed by dividing the NAVD 88
 EJ1623.geopotential number by the normal gravity value computed on the
 EJ1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1623.degrees latitude (g = 980.6199 gals.).
 EJ1623
 EJ1623.The modeled gravity was interpolated from observed gravity values.
 EJ1623
 EJ1623;                    North         East    Units  Estimated Accuracy
 EJ1623;SPC AR S     -   611,870.      380,710.      MT  (+/- 180 meters Scaled)
 EJ1623
 EJ1623                          SUPERSEDED SURVEY CONTROL
 EJ1623
 EJ1623.No superseded survey control is available for this station.
 EJ1623
 EJ1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU724263(NAD 83)
 EJ1623_MARKER: DZ = AZIMUTH MARK DISK
 EJ1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1623_SP_SET: CONCRETE POST
 EJ1623_STAMPING: PERKINS 1940
 EJ1623_MARK LOGO: CGS   
 EJ1623_PROJECTION: PROJECTING 9 CENTIMETERS
 EJ1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1623+STABILITY: SURFACE MOTION
 EJ1623
 EJ1623  HISTORY     - Date     Condition        Report By
 EJ1623  HISTORY     - 1940     MONUMENTED       CGS
 EJ1623  HISTORY     - 1984     GOOD             NGS
 EJ1623  HISTORY     - 1988     POOR             USPSQD
 EJ1623  HISTORY     - 1989     POOR             USPSQD
 EJ1623  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ1623  HISTORY     - 1990     POOR             USPSQD
 EJ1623
 EJ1623                          STATION DESCRIPTION
 EJ1623
 EJ1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1623'3.0 KM (1.9 MI) SOUTH FROM WRIGHTSVILLE.
 EJ1623'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE AND
 EJ1623'STATE HIGHWAY 368 EAST IN WRIGHTSVILLE, THENCE 0.2 KM (0.1 MI) EAST
 EJ1623'ALONG A FARM ROAD AND ON THE PROPERTY OF MR. J.M. MORGAN, 2.43 METERS
 EJ1623'(8.0 FT) SOUTH OF THE CENTER OF THE FARM ROAD, AND 0.82 METERS
 EJ1623'(2.70 FT) NORTH OF A FENCE.
 EJ1623'THE MARK IS 0.82 METERS  N FROM A WITNESS POST.
 EJ1623'THE MARK IS ABOVE LEVEL WITH ROAD.
 EJ1623
 EJ1623                          STATION RECOVERY (1988)
 EJ1623
 EJ1623'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1623'MARK RECOVERED IN POOR CONDITION.
 EJ1623
 EJ1623                          STATION RECOVERY (1989)
 EJ1623
 EJ1623'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1623'MARK RECOVERED IN POOR CONDITION.
 EJ1623
 EJ1623                          STATION RECOVERY (1990)
 EJ1623
 EJ1623'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1623'MARK NOT FOUND.
 EJ1623
 EJ1623                          STATION RECOVERY (1990)
 EJ1623
 EJ1623'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1623'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1622 ***********************************************************************
 EJ1622  DESIGNATION -  PERKINS RM 1
 EJ1622  PID         -  EJ1622
 EJ1622  STATE/COUNTY-  AR/PULASKI
 EJ1622  USGS QUAD   -  WOODSON (1987)
 EJ1622
 EJ1622                         *CURRENT SURVEY CONTROL
 EJ1622  ___________________________________________________________________
 EJ1622* NAD 83(1986)-  34 34 20.     (N)    092 12 36.     (W)     SCALED    
 EJ1622* NAVD 88     -        76.670  (meters)     251.54   (feet)  ADJUSTED  
 EJ1622  ___________________________________________________________________
 EJ1622  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ1622  DYNAMIC HT  -          76.597 (meters)     251.30  (feet)  COMP
 EJ1622  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 EJ1622
 EJ1622  VERT ORDER  -  FIRST     CLASS II
 EJ1622
 EJ1622.The horizontal coordinates were scaled from a topographic map and have
 EJ1622.an estimated accuracy of +/- 6 seconds.
 EJ1622
 EJ1622.The orthometric height was determined by differential leveling
 EJ1622.and adjusted by the National Geodetic Survey in June 1991..
 EJ1622
 EJ1622.The geoid height was determined by GEOID03.
 EJ1622
 EJ1622.The dynamic height is computed by dividing the NAVD 88
 EJ1622.geopotential number by the normal gravity value computed on the
 EJ1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1622.degrees latitude (g = 980.6199 gals.).
 EJ1622
 EJ1622.The modeled gravity was interpolated from observed gravity values.
 EJ1622
 EJ1622;                    North         East    Units  Estimated Accuracy
 EJ1622;SPC AR S     -   611,370.      380,730.      MT  (+/- 180 meters Scaled)
 EJ1622
 EJ1622                          SUPERSEDED SURVEY CONTROL
 EJ1622
 EJ1622.No superseded survey control is available for this station.
 EJ1622
 EJ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU724258(NAD 83)
 EJ1622_MARKER: DR = REFERENCE MARK DISK
 EJ1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1622_SP_SET: CONCRETE POST
 EJ1622_STAMPING: PERKINS NO 1 1940
 EJ1622_MARK LOGO: CGS   
 EJ1622_PROJECTION: PROJECTING 10 CENTIMETERS
 EJ1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1622+STABILITY: SURFACE MOTION
 EJ1622
 EJ1622  HISTORY     - Date     Condition        Report By
 EJ1622  HISTORY     - 1940     MONUMENTED       CGS
 EJ1622  HISTORY     - 1984     GOOD             NGS
 EJ1622  HISTORY     - 1988     GOOD             USPSQD
 EJ1622  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1622  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1622  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ1622
 EJ1622                          STATION DESCRIPTION
 EJ1622
 EJ1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1622'3.4 KM (2.1 MI) SOUTH FROM WRIGHTSVILLE.
 EJ1622'3.4 KM (2.1 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE AND
 EJ1622'STATE HIGHWAY 368 IN WRIGHTSVILLE, AT THE GOSPEL TEMPLE CHURCH,
 EJ1622'60.7 METERS (199.1 FT) SOUTHEAST OF STATION PERKINS 1940, 38.1 METERS
 EJ1622'(125 FT) WEST OF THE CENTER OF THE HIGHWAY, 11.89 METERS (39.0 FT)
 EJ1622'SOUTH OF A 16-INCH PINE TREE AND 12.80 METERS (42.0 FT) NORTH OF A
 EJ1622'28-INCH PINE TREE.
 EJ1622'THE MARK IS ABOVE LEVEL WITH THE STATION.
 EJ1622
 EJ1622                          STATION RECOVERY (1988)
 EJ1622
 EJ1622'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1622'RECOVERED IN GOOD CONDITION.
 EJ1622
 EJ1622                          STATION RECOVERY (1989)
 EJ1622
 EJ1622'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1622'MARK NOT FOUND.
 EJ1622
 EJ1622                          STATION RECOVERY (1989)
 EJ1622
 EJ1622'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1622'MARK NOT FOUND.
 EJ1622
 EJ1622                          STATION RECOVERY (1990)
 EJ1622
 EJ1622'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1620 ***********************************************************************
 EJ1620  DESIGNATION -  PERKINS RM 2
 EJ1620  PID         -  EJ1620
 EJ1620  STATE/COUNTY-  AR/PULASKI
 EJ1620  USGS QUAD   -  WOODSON (1987)
 EJ1620
 EJ1620                         *CURRENT SURVEY CONTROL
 EJ1620  ___________________________________________________________________
 EJ1620* NAD 83(1986)-  34 34 20.     (N)    092 12 36.     (W)     SCALED    
 EJ1620* NAVD 88     -        76.235  (meters)     250.11   (feet)  ADJUSTED  
 EJ1620  ___________________________________________________________________
 EJ1620  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ1620  DYNAMIC HT  -          76.163 (meters)     249.88  (feet)  COMP
 EJ1620  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 EJ1620
 EJ1620  VERT ORDER  -  FIRST     CLASS II
 EJ1620
 EJ1620.The horizontal coordinates were scaled from a topographic map and have
 EJ1620.an estimated accuracy of +/- 6 seconds.
 EJ1620
 EJ1620.The orthometric height was determined by differential leveling
 EJ1620.and adjusted by the National Geodetic Survey in June 1991..
 EJ1620
 EJ1620.The geoid height was determined by GEOID03.
 EJ1620
 EJ1620.The dynamic height is computed by dividing the NAVD 88
 EJ1620.geopotential number by the normal gravity value computed on the
 EJ1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1620.degrees latitude (g = 980.6199 gals.).
 EJ1620
 EJ1620.The modeled gravity was interpolated from observed gravity values.
 EJ1620
 EJ1620;                    North         East    Units  Estimated Accuracy
 EJ1620;SPC AR S     -   611,370.      380,730.      MT  (+/- 180 meters Scaled)
 EJ1620
 EJ1620                          SUPERSEDED SURVEY CONTROL
 EJ1620
 EJ1620.No superseded survey control is available for this station.
 EJ1620
 EJ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU724258(NAD 83)
 EJ1620_MARKER: DR = REFERENCE MARK DISK
 EJ1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1620_SP_SET: CONCRETE POST
 EJ1620_STAMPING: PERKINS NO 2 1940
 EJ1620_MARK LOGO: CGS   
 EJ1620_PROJECTION: PROJECTING 8 CENTIMETERS
 EJ1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1620+STABILITY: SURFACE MOTION
 EJ1620
 EJ1620  HISTORY     - Date     Condition        Report By
 EJ1620  HISTORY     - 1940     MONUMENTED       CGS
 EJ1620  HISTORY     - 1984     GOOD             NGS
 EJ1620  HISTORY     - 1988     GOOD             USPSQD
 EJ1620  HISTORY     - 1988     GOOD             USPSQD
 EJ1620  HISTORY     - 1989     GOOD             USPSQD
 EJ1620  HISTORY     - 1989     GOOD             USPSQD
 EJ1620  HISTORY     - 1990     GOOD             USPSQD
 EJ1620  HISTORY     - 1990     GOOD             USPSQD
 EJ1620
 EJ1620                          STATION DESCRIPTION
 EJ1620
 EJ1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1620'3.4 KM (2.1 MI) SOUTH FROM WRIGHTSVILLE.
 EJ1620'3.4 KM (2.1 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE AND
 EJ1620'JUNCTION OF STATE HIGHWAY 368 IN WRIGHTSVILLE, AT THE GOSPEL TEMPLE
 EJ1620'CHURCH, SET IN A SMALL PARKING LOT SOUTHEAST OF THE CHURCH,
 EJ1620'28.04 METERS (92.0 FT) NORTHWEST OF THE NORTHWEST CORNER FENCE POST OF
 EJ1620'A PASTURE, 23.16 METERS (76.0 FT) EAST-NORTHEAST OF A SECURITY LIGHT
 EJ1620'POLE, 23.16 METERS (76.0 FT) NORTHEAST OF THE CENTER LINE OF THE
 EJ1620'HIGHWAY, 18.59 METERS (61.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 EJ1620'CHURCH, AND 12.19 METERS (40.0 FT) EAST OF THE SOUTHWEST CORNER OF THE
 EJ1620'CHURCH.
 EJ1620'THE MARK IS 0.4 M BELOW HIGHWAY.
 EJ1620
 EJ1620                          STATION RECOVERY (1988)
 EJ1620
 EJ1620'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ1620'RECOVERED IN GOOD CONDITION.
 EJ1620
 EJ1620                          STATION RECOVERY (1988)
 EJ1620
 EJ1620'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1620'RECOVERED IN GOOD CONDITION.
 EJ1620
 EJ1620                          STATION RECOVERY (1989)
 EJ1620
 EJ1620'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1620'RECOVERED IN GOOD CONDITION.
 EJ1620
 EJ1620                          STATION RECOVERY (1989)
 EJ1620
 EJ1620'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1620'RECOVERED IN GOOD CONDITION.
 EJ1620
 EJ1620                          STATION RECOVERY (1990)
 EJ1620
 EJ1620'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1620'RECOVERED IN GOOD CONDITION.
 EJ1620
 EJ1620                          STATION RECOVERY (1990)
 EJ1620
 EJ1620'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0688 ***********************************************************************
 DL0688  DESIGNATION -  PERSONS 1 BOLT
 DL0688  PID         -  DL0688
 DL0688  STATE/COUNTY-  AR/MILLER
 DL0688  USGS QUAD   -  BOYD HILL (1975)
 DL0688
 DL0688                         *CURRENT SURVEY CONTROL
 DL0688  ___________________________________________________________________
 DL0688* NAD 83(1986)-  33 26 54.     (N)    093 44 57.     (W)     SCALED    
 DL0688* NAVD 88     -        71.28   (+/-2cm)     233.9    (feet)  VERTCON   
 DL0688  ___________________________________________________________________
 DL0688  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DL0688
 DL0688  VERT ORDER  -  ? (See Below)
 DL0688
 DL0688.The horizontal coordinates were scaled from a topographic map and have
 DL0688.an estimated accuracy of +/- 6 seconds.
 DL0688
 DL0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0688.The vertical order pertains to the NGVD 29 superseded value.
 DL0688
 DL0688.The geoid height was determined by GEOID03.
 DL0688
 DL0688;                    North         East    Units  Estimated Accuracy
 DL0688;SPC AR S     -   488,090.      237,380.      MT  (+/- 180 meters Scaled)
 DL0688
 DL0688                          SUPERSEDED SURVEY CONTROL
 DL0688
 DL0688  NGVD 29 (??/??/92)   71.301  (m)          233.93   (f) ADJ UNCH    ?  
 DL0688
 DL0688.Superseded values are not recommended for survey control.
 DL0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0688.See file dsdata.txt to determine how the superseded data were derived.
 DL0688
 DL0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT303012(NAD 83)
 DL0688_MARKER: B = BOLT
 DL0688_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0688_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0688
 DL0688  HISTORY     - Date     Condition        Report By
 DL0688  HISTORY     - UNK      MONUMENTED       USE
 DL0688  HISTORY     - 1935     GOOD             NGS
 DL0688
 DL0688                          STATION DESCRIPTION
 DL0688
 DL0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0688'7 MI N FROM GARLAND.
 DL0688'NEAR THE CENTER OF THE WEST SIDE OF SECTION 13, T 15 S, R 26 W, ABOUT
 DL0688'1 MILE NORTH, 1 MILE WEST AND 1.5 MILES NORTH OF PBM BECK, AT A CURVE
 DL0688'IN MAIN ROAD, ABOUT 63 FEET WEST OF THE CENTER OF A BRIDGE OVER A
 DL0688'DITCH, ABOUT 65 FEET SOUTH OF THE EAST ONE OF TWO ELM TREES AND 9 FEET
 DL0688'WEST OF A NORTH-SOUTH FENCE LINE.  THE COPPER BOLT IS AT THE BASE OF
 DL0688'THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0690 ***********************************************************************
 DL0690  DESIGNATION -  PERSONS 2 BOLT
 DL0690  PID         -  DL0690
 DL0690  STATE/COUNTY-  AR/MILLER
 DL0690  USGS QUAD   -  BOYD HILL (1975)
 DL0690
 DL0690                         *CURRENT SURVEY CONTROL
 DL0690  ___________________________________________________________________
 DL0690* NAD 83(1986)-  33 26 51.     (N)    093 44 35.     (W)     SCALED    
 DL0690* NAVD 88     -        71.31   (+/-2cm)     234.0    (feet)  VERTCON   
 DL0690  ___________________________________________________________________
 DL0690  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DL0690
 DL0690  VERT ORDER  -  ? (See Below)
 DL0690
 DL0690.The horizontal coordinates were scaled from a topographic map and have
 DL0690.an estimated accuracy of +/- 6 seconds.
 DL0690
 DL0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0690.The vertical order pertains to the NGVD 29 superseded value.
 DL0690
 DL0690.The geoid height was determined by GEOID03.
 DL0690
 DL0690;                    North         East    Units  Estimated Accuracy
 DL0690;SPC AR S     -   487,980.      237,950.      MT  (+/- 180 meters Scaled)
 DL0690
 DL0690                          SUPERSEDED SURVEY CONTROL
 DL0690
 DL0690  NGVD 29 (??/??/92)   71.331  (m)          234.03   (f) ADJ UNCH    ?  
 DL0690
 DL0690.Superseded values are not recommended for survey control.
 DL0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0690.See file dsdata.txt to determine how the superseded data were derived.
 DL0690
 DL0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT309011(NAD 83)
 DL0690_MARKER: B = BOLT
 DL0690_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0690_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0690
 DL0690  HISTORY     - Date     Condition        Report By
 DL0690  HISTORY     - UNK      MONUMENTED       USE
 DL0690  HISTORY     - 1935     GOOD             NGS
 DL0690
 DL0690                          STATION DESCRIPTION
 DL0690
 DL0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0690'7.5 MI N FROM GARLAND CITY.
 DL0690'P.B.M. IS A PIPE STONE MARKER LOCATED 7.5 MILES NORTH OF GARLAND CITY,
 DL0690'MILLER COUNTY, ARKANSAS.  ON RIGHT BANK OF RED RIVER.  .35 MILE EAST
 DL0690'OF P.B.M. PERSONS NO. 1.  2.75 MILES NORTH OF BECKS STORE.  3 FEET
 DL0690'SOUTHEAST OF FENCE CORNER.  32 FEET EAST OF ROAD INTERSECTION. 16 FEET
 DL0690'SOUTH OF EAST AND WEST ROAD.  AND 221 FEET NORTHEAST OF NORTHEAST
 DL0690'CORNER OF TENANT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1767 ***********************************************************************
 FG1767  DESIGNATION -  PETERMAN
 FG1767  PID         -  FG1767
 FG1767  STATE/COUNTY-  AR/POPE
 FG1767  USGS QUAD   -  HECTOR (1989)
 FG1767
 FG1767                         *CURRENT SURVEY CONTROL
 FG1767  ___________________________________________________________________
 FG1767* NAD 83(1997)-  35 29 44.03088(N)    092 53 50.35424(W)     ADJUSTED  
 FG1767* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 FG1767  ___________________________________________________________________
 FG1767  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 FG1767  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FG1767
 FG1767  HORZ ORDER  -  SECOND
 FG1767
 FG1767.The horizontal coordinates were established by classical geodetic methods
 FG1767.and adjusted by the National Geodetic Survey in September 1999..
 FG1767
 FG1767.The orthometric height was scaled from a topographic map.
 FG1767
 FG1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1767
 FG1767.The geoid height was determined by GEOID03.
 FG1767
 FG1767;                    North         East     Units Scale Factor Converg.
 FG1767;SPC AR N     -   129,310.381   318,588.416   MT  0.99993713   -0 31 19.7
 FG1767;SPC AR N     -   424,245.81  1,045,235.49   sFT  0.99993713   -0 31 19.7
 FG1767;UTM  15      - 3,928,006.340   509,312.825   MT  0.99960107   +0 03 34.6
 FG1767
 FG1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1767!SPC AR N     -   0.99990824  x   0.99993713  =   0.99984538
 FG1767!UTM  15      -   0.99990824  x   0.99960107  =   0.99950935
 FG1767
 FG1767|---------------------------------------------------------------------|
 FG1767| PID    Reference Object                     Distance      Geod. Az  |
 FG1767|                                                           dddmmss.s |
 FG1767| CI1930 PETERMAN RM 1                        19.816 METERS 06415     |
 FG1767| FG1769 PETERMAN LOOKOUT TOWER               27.430 METERS 26401     |
 FG1767| FG1768 TT 3 C                               26.931 METERS 26405     |
 FG1767| FG1789 NOGO                                APPROX.11.3 KM 3561210.4 |
 FG1767|---------------------------------------------------------------------|
 FG1767
 FG1767                          SUPERSEDED SURVEY CONTROL
 FG1767
 FG1767  NAD 83(1986)-  35 29 44.04425(N)    092 53 50.35181(W) AD(       ) 2
 FG1767  NAD 27      -  35 29 43.76000(N)    092 53 49.73300(W) AD(       ) 2
 FG1767
 FG1767.Superseded values are not recommended for survey control.
 FG1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1767.See file dsdata.txt to determine how the superseded data were derived.
 FG1767
 FG1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0931328006(NAD 83)
 FG1767_MARKER: DS = TRIANGULATION STATION DISK
 FG1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1767
 FG1767  HISTORY     - Date     Condition        Report By
 FG1767  HISTORY     - 1954     MONUMENTED       CGS
 FG1767  HISTORY     - 1964     GOOD             USFS
 FG1767  HISTORY     - 1967     GOOD             CGS
 FG1767
 FG1767                          STATION DESCRIPTION
 FG1767
 FG1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1767'THE STATION IS IN THE OZARK NATIONAL FOREST, ABOUT 5-1/4
 FG1767'MILES NORTH AND 1-1/4 MILES WEST OF APPLETON AND 4 MILES
 FG1767'EAST AND 2-1/2 MILES NORTH OF HECTOR.  IT IS 25 FEET NORTHWEST
 FG1767'OF THE CENTER OF A GRAVELED ROAD AND 9 FEET NORTHWEST OF
 FG1767'A 4 X 4 INCH WHITE WITNESS POST.
 FG1767'
 FG1767'TO REACH THE STATION FROM THE HIGH SCHOOL IN HECTOR, GO
 FG1767'NORTH ON STATE HIGHWAY 27 FOR 1.6 MILES TO A Y-JUNCTION
 FG1767'ABOUT 100 FEET NORTH OF A SMALL BRIDGE, BEAR RIGHT AND AND GO
 FG1767'EASTERLY FOR 5.95 MILES TO A T-JUNCTION AT A SIGN PETERMAN
 FG1767'TOWER, TURN LEFT AND GO WESTERLY FOR 0.45 MILE TO THE STATION.
 FG1767'
 FG1767'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1767'PETERMAN 1954.
 FG1767'
 FG1767'REFERENCE MARK 1 IS 33 FEET NORTH OF THE CENTER OF THE ROAD.
 FG1767'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED PETERMAN
 FG1767'NO 1 1954.
 FG1767'
 FG1767'T T 3 C (USGS) IS ABOUT 1 FOOT EAST OF THE DETERMINED CENTER
 FG1767'OF THE LOOKOUT TOWER.  THE MARK IS A STANDARD DISK OF THE
 FG1767'UNITED STATES GEOLOGICAL SURVEY SET IN A DRILLED HOLE IN
 FG1767'A 4 BY 6 INCH SQUARE BOULDER THAT PROJECTS 2 INCHES.  THE
 FG1767'DISK IS STAMPED T T 3 C 1939.
 FG1767'
 FG1767'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 FG1767'
 FG1767'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1767
 FG1767                          STATION RECOVERY (1964)
 FG1767
 FG1767'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 FG1767'ALL MARKS RECOVERED IN GOOD CONDITION.
 FG1767
 FG1767                          STATION RECOVERY (1967)
 FG1767
 FG1767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1767'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE
 FG1767'1954 DESCRIPTION BY J.C.M. IS ADEQUATE.
 FG1767'
 FG1767'A METAL WITNESS POST WAS SET 1 FOOT EAST OF REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1769 ***********************************************************************
 FG1769  DESIGNATION -  PETERMAN LOOKOUT TOWER
 FG1769  PID         -  FG1769
 FG1769  STATE/COUNTY-  AR/POPE
 FG1769  USGS QUAD   -  HECTOR (1989)
 FG1769
 FG1769                         *CURRENT SURVEY CONTROL
 FG1769  ___________________________________________________________________
 FG1769* NAD 83(1997)-  35 29 43.93814(N)    092 53 51.43664(W)     ADJUSTED  
 FG1769* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 FG1769  ___________________________________________________________________
 FG1769  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 FG1769  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FG1769
 FG1769  HORZ ORDER  -  THIRD
 FG1769
 FG1769.The horizontal coordinates were established by classical geodetic methods
 FG1769.and adjusted by the National Geodetic Survey in September 1999..
 FG1769
 FG1769.The orthometric height was scaled from a topographic map.
 FG1769
 FG1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1769
 FG1769.The geoid height was determined by GEOID03.
 FG1769
 FG1769;                    North         East     Units Scale Factor Converg.
 FG1769;SPC AR N     -   129,307.772   318,561.112   MT  0.99993713   -0 31 20.4
 FG1769;SPC AR N     -   424,237.25  1,045,145.91   sFT  0.99993713   -0 31 20.4
 FG1769;UTM  15      - 3,928,003.455   509,285.558   MT  0.99960106   +0 03 34.0
 FG1769
 FG1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1769!SPC AR N     -   0.99990824  x   0.99993713  =   0.99984538
 FG1769!UTM  15      -   0.99990824  x   0.99960106  =   0.99950934
 FG1769
 FG1769                          SUPERSEDED SURVEY CONTROL
 FG1769
 FG1769  NAD 83(1986)-  35 29 43.95151(N)    092 53 51.43420(W) AD(       ) 4
 FG1769  NAD 27      -  35 29 43.66700(N)    092 53 50.81500(W) AD(       ) 3
 FG1769
 FG1769.Superseded values are not recommended for survey control.
 FG1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1769.See file dsdata.txt to determine how the superseded data were derived.
 FG1769
 FG1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0928628003(NAD 83)
 FG1769_MARKER: 57 = LOOKOUT TOWER
 FG1769
 FG1769  HISTORY     - Date     Condition        Report By
 FG1769  HISTORY     - 1954     FIRST OBSERVED   CGS
 FG1769
 FG1769                          STATION DESCRIPTION
 FG1769
 FG1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1769'THE STATION IS 5-1/4 MILES NORTH AND 1-1/4 MILES WEST OF
 FG1769'APPLETON AND 4 MILES EAST AND 2-1/2 MILES NORTH OF HECTOR.
 FG1769'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH
 FG1769'SUPPORTING AN OBSERVATION CABIN.
 FG1769'
 FG1769'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FG1769'PETERMAN TO THE DETERMINED CENTER OF THE BASE OF THE TOWER
 FG1769'AND THE DISTANCE WAS FOUND TO BE 89.99 FEET AND 27.430 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1854 ***********************************************************************
 FG1854  DESIGNATION -  PETIT
 FG1854  PID         -  FG1854
 FG1854  STATE/COUNTY-  AR/YELL
 FG1854  USGS QUAD   -  DANVILLE (1972)
 FG1854
 FG1854                         *CURRENT SURVEY CONTROL
 FG1854  ___________________________________________________________________
 FG1854* NAD 83(1997)-  35 02 18.39418(N)    093 27 51.43666(W)     ADJUSTED  
 FG1854* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 FG1854  ___________________________________________________________________
 FG1854  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 FG1854  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FG1854
 FG1854  HORZ ORDER  -  FIRST
 FG1854
 FG1854.The horizontal coordinates were established by classical geodetic methods
 FG1854.and adjusted by the National Geodetic Survey in September 1999..
 FG1854
 FG1854.The orthometric height was scaled from a topographic map.
 FG1854
 FG1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1854
 FG1854.The geoid height was determined by GEOID03.
 FG1854
 FG1854;                    North         East     Units Scale Factor Converg.
 FG1854;SPC AR N     -    79,219.663   266,397.843   MT  0.99998100   -0 51 07.4
 FG1854;SPC AR N     -   259,906.51    874,006.92   sFT  0.99998100   -0 51 07.4
 FG1854;UTM  15      - 3,877,404.750   457,652.620   MT  0.99962210   -0 15 59.6
 FG1854
 FG1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1854!SPC AR N     -   0.99998675  x   0.99998100  =   0.99996775
 FG1854!UTM  15      -   0.99998675  x   0.99962210  =   0.99960886
 FG1854
 FG1854:                Primary Azimuth Mark                     Grid Az
 FG1854:SPC AR N     -  DANVILLE MUNICIPAL TANK                  073 46 44.2
 FG1854:UTM  15      -  DANVILLE MUNICIPAL TANK                  073 11 36.4
 FG1854
 FG1854|---------------------------------------------------------------------|
 FG1854| PID    Reference Object                     Distance      Geod. Az  |
 FG1854|                                                           dddmmss.s |
 FG1854| FG1851 DANVILLE MUNICIPAL TANK             APPROX. 6.7 KM 0725536.8 |
 FG1854| CI1932 PETIT RM 1                           19.179 METERS 12846     |
 FG1854| CI1931 PETIT AZ MK                                        1531758.1 |
 FG1854| CI1933 PETIT RM 2                           20.055 METERS 24314     |
 FG1854| FG1884 HORN                                APPROX. 7.5 KM 2881820.2 |
 FG1854|---------------------------------------------------------------------|
 FG1854
 FG1854                          SUPERSEDED SURVEY CONTROL
 FG1854
 FG1854  NAD 83(1997)-  35 02 18.40523(N)    093 27 51.43222(W) AD(       ) 1
 FG1854  NAD 83(1986)-  35 02 18.40527(N)    093 27 51.43094(W) AD(       ) 1
 FG1854  NAD 27      -  35 02 18.07700(N)    093 27 50.75100(W) AD(       ) 1
 FG1854
 FG1854.Superseded values are not recommended for survey control.
 FG1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1854.See file dsdata.txt to determine how the superseded data were derived.
 FG1854
 FG1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5765377405(NAD 83)
 FG1854_MARKER: DD = SURVEY DISK
 FG1854_SETTING: 80 = SET IN A BOULDER
 FG1854_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1854
 FG1854  HISTORY     - Date     Condition        Report By
 FG1854  HISTORY     - 1940     MONUMENTED       CGS
 FG1854  HISTORY     - 1967     GOOD             CGS
 FG1854
 FG1854                          STATION DESCRIPTION
 FG1854
 FG1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1854'STATION IS ABOUT 4 MILES WSW OF DANVILLE AND ABOUT 4 MILES
 FG1854'SSW OF BELLVILLE.  IT IS ON THE HIGHEST PART OF A TIMBERED
 FG1854'RIDGE RUNNING SW AND NE.  THE MARK IS 39 FEET N OF THE CENTER
 FG1854'LINE OF A LOGGING ROAD THAT RUNS ALONG THE CREST OF THE RIDGE.
 FG1854'
 FG1854'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 FG1854'2- BY 4-FOOT BOULDER, THE TOP OF WHICH PROJECTS 8 INCHES.
 FG1854'THE DISK IS STAMPED PETIT 1940.  THERE IS A WHITE REFERENCE
 FG1854'POST 13 FEET SE OF THE STATION.
 FG1854'
 FG1854'REFERENCE MARK NO.1 IS A STANDARD DISK WEDGED IN A DRILL
 FG1854'HOLE IN A 2-FOOT SQUARE BOULDER WHICH IS FLUSH WITH THE GROUND
 FG1854'ON THE N SIDE AND PROJECTS 4 INCHES ON THE S SIDE.  THE DISK
 FG1854'IS STAMPED PETIT NO.1, 1940.  IT IS ABOUT 1-1/2 METERS LOWER
 FG1854'THAN THE STATION, ON THE SE SLOPE OF THE RIDGE.
 FG1854'
 FG1854'REFERENCE MARK NO.2 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 FG1854'IN A 1 1/2- BY 2-FOOT BOULDER, THE TOP OF WHICH PROJECTS
 FG1854'6 INCHES.  THE DISK IS STAMPED PETIT NO.2 1940.  IT IS ABOUT
 FG1854'THE SAME ELEVATION AS THE STATION, ON THE CREST OF THE RIDGE.
 FG1854'
 FG1854'THE AZIMUTH MARK IS A STANDARD DISK SET AT THE CENTER OF THE
 FG1854'TOP OF A SQUARE BLOCK OR POST OF CONCRETE.  THE MARK, WHICH
 FG1854'PROJECTS 6 INCHES AND IS STAMPED PETIT 1940, IS ABOUT 1/4
 FG1854'MILE SE OF THE STATION, 39 FEET S OF THE CENTER LINE OF
 FG1854'E-W ROAD AND ABOUT 200 YARDS W OF A FARMHOUSE ON THE S SIDE
 FG1854'OF THE ROAD.  THERE IS A WHITE REFERENCE POST 4 FEET SW OF
 FG1854'THE MARK.
 FG1854'
 FG1854'TO REACH THE AZIMUTH MARK FOLLOW DIM ROAD 0.35 MILE BACK
 FG1854'TO THE MAIN ROAD, TURN LEFT, (E) AND GO 0.3 MILE TO THE MARK
 FG1854'ON THE S SIDE OF THE ROAD.
 FG1854'
 FG1854'TO REACH THE STATION FROM DANVILLE START AT THE JUNCTION
 FG1854'OF STATE HIGHWAYS 10 AND 27 IN THE SE PART OF TOWN, GO S ON
 FG1854'HIGHWAY 27 FOR 1 MILE TO T-ROAD LEADING W.  TURN W AND GO
 FG1854'1.2 MILES TO ROAD LEADING NW AT SIGN HIGHWAY 10, 11 MILES.
 FG1854'TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD W AND NW FOR 3.5
 FG1854'MILES TO A VERY DIM ROAD LEADING N AT A MAIL BOX ON THE N
 FG1854'SIDE OF THE ROAD.  TAKE DIM ROAD N, UPHILL FOR 0.2 MILE TO
 FG1854'TOP OF RIDGE AND ANOTHER DIM ROAD RUNNING ALONG THE CREST OF
 FG1854'THE RIDGE.  TURN RIGHT (E), FOR 0.15 MILE TO THE STATION ON THE
 FG1854'N SIDE OF THE ROAD.
 FG1854'
 FG1854'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1854
 FG1854                          STATION RECOVERY (1967)
 FG1854
 FG1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1854'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FG1854'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FG1854'NOT FOUND AND THERE ARE NO INTERSECTION STATIONS VISIBLE
 FG1854'FROM THE STATION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1854'
 FG1854'THE STATION IS LOCATED ON THE HIGHEST PART OF A TIMBERED
 FG1854'RIDGE, ABOUT 4 MILES WEST-SOUTHWEST OF DANVILLE AND 4 MILES
 FG1854'SOUTH-SOUTHWEST OF BELLVILLE.
 FG1854'
 FG1854'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 27 IN
 FG1854'DANVILLE, GO SOUTH ON STATE HIGHWAY 27 FOR 1.0 MILE TO THE
 FG1854'JUNCTION OF STATE HIGHWAY 80.  TURN RIGHT AND GO WEST ON
 FG1854'STATE HIGHWAY 80 FOR 1.2 MILES TO A SIDE ROAD RIGHT.  TURN
 FG1854'RIGHT AND GO NORTHWEST ON GRADED ROAD FOR 2.45 MILES TO A
 FG1854'SMALL WOOD BRIDGE.  CONTINUE AHEAD ON GRADED ROAD FOR 0.85
 FG1854'MILE TO A HOUSE ON THE RIGHT AND STATION HILL DUE NORTH.
 FG1854'CONTINUE AHEAD AND GO WESTERLY ON GRADED ROAD FOR 0.75 MILE
 FG1854'TO A DIM WOODS ROAD RIGHT.  FROM HERE PACK EASTERLY ALONG
 FG1854'WOODS ROAD FOR ABOUT 1/2 MILE TO THE HIGHEST PART OF THE
 FG1854'RIDGE AND STATION.
 FG1854'
 FG1854'STATION MARK IS A STANDARD DISK, STAMPED PETIT 1940, CEMENTED
 FG1854'IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER PROJECTING 8 INCHES.
 FG1854'IT IS 39 FEET NORTH OF THE CENTER OF AN OLD LOGGING ROAD
 FG1854'AND 3 FEET NORTHWEST OF A 4 INCH HICKORY TREE WITH A METAL
 FG1854'WITNESS POST NAILED TO THE SOUTH SIDE OF THE TREE.
 FG1854'
 FG1854'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PETIT NO 1 1940,
 FG1854'CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER FLUSH ON
 FG1854'THE NORTH SIDE AND PROJECTING 4 INCHES ON THE SOUTH SIDE.
 FG1854'IT IS 31 FEET SOUTH OF THE CENTER OF THE OLD ROAD AND ABOUT
 FG1854'5 FEET LOWER THAN THE STATION.
 FG1854'
 FG1854'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PETIT NO 2 1940,
 FG1854'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 2 FOOT BOULDER PROJECTING
 FG1854'6 INCHES.  IT IS 28 FEET NORTH OF THE CENTER OF THE OLD ROAD
 FG1854'AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1854'
 FG1854'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1762 ***********************************************************************
 FG1762  DESIGNATION -  PETIT JEAN
 FG1762  PID         -  FG1762
 FG1762  STATE/COUNTY-  AR/CONWAY
 FG1762  USGS QUAD   -  ATKINS (1989)
 FG1762
 FG1762                         *CURRENT SURVEY CONTROL
 FG1762  ___________________________________________________________________
 FG1762* NAD 83(1997)-  35 09 35.55100(N)    092 55 35.92413(W)     ADJUSTED  
 FG1762* NAVD 88     -       368.     (meters)    1207.     (feet)  SCALED    
 FG1762  ___________________________________________________________________
 FG1762  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 FG1762  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FG1762
 FG1762  HORZ ORDER  -  FIRST
 FG1762
 FG1762.The horizontal coordinates were established by classical geodetic methods
 FG1762.and adjusted by the National Geodetic Survey in September 1999..
 FG1762
 FG1762.The orthometric height was scaled from a topographic map.
 FG1762
 FG1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1762
 FG1762.The geoid height was determined by GEOID03.
 FG1762
 FG1762;                    North         East     Units Scale Factor Converg.
 FG1762;SPC AR N     -    92,095.101   315,577.437   MT  0.99996319   -0 32 21.2
 FG1762;SPC AR N     -   302,148.68  1,035,356.97   sFT  0.99996319   -0 32 21.2
 FG1762;UTM  15      - 3,890,775.322   506,680.666   MT  0.99960055   +0 02 32.1
 FG1762
 FG1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1762!SPC AR N     -   0.99994676  x   0.99996319  =   0.99990995
 FG1762!UTM  15      -   0.99994676  x   0.99960055  =   0.99954733
 FG1762
 FG1762|---------------------------------------------------------------------|
 FG1762| PID    Reference Object                     Distance      Geod. Az  |
 FG1762|                                                           dddmmss.s |
 FG1762| CI1935 PETIT JEAN RM 1                      18.500 METERS 01030     |
 FG1762| CI1934 PETIT JEAN AZ MK                                   2274533.2 |
 FG1762| CI1936 PETIT JEAN RM 2                      18.495 METERS 25752     |
 FG1762|---------------------------------------------------------------------|
 FG1762
 FG1762                          SUPERSEDED SURVEY CONTROL
 FG1762
 FG1762  NAD 83(1986)-  35 09 35.56540(N)    092 55 35.91872(W) AD(       ) 1
 FG1762  NAD 27      -  35 09 35.25700(N)    092 55 35.30900(W) AD(       ) 1
 FG1762
 FG1762.Superseded values are not recommended for survey control.
 FG1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1762.See file dsdata.txt to determine how the superseded data were derived.
 FG1762
 FG1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0668190775(NAD 83)
 FG1762_MARKER: DS = TRIANGULATION STATION DISK
 FG1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1762
 FG1762  HISTORY     - Date     Condition        Report By
 FG1762  HISTORY     - 1940     MONUMENTED       CGS
 FG1762  HISTORY     - 1962     GOOD             CGS
 FG1762  HISTORY     - 1967     GOOD             CGS
 FG1762
 FG1762                          STATION DESCRIPTION
 FG1762
 FG1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1762'STATION IS ABOUT 6 MILES S OF ATKINS, 10-1/2 MILES W OF
 FG1762'MORRILTON, ON THE N RIM AND HIGHEST POINT OF PETIT JEAN
 FG1762'MOUNTAIN ON THE PROPERTY OF S.G. DAVIES, STATE PARK SUPERINTENDENT.
 FG1762'
 FG1762'SURFACE, AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 FG1762'CONCRETE.
 FG1762'
 FG1762'STATION MARK IS 50 FEET NW OF TRACK ROAD, 19.5 FEET SW OF
 FG1762'TRIANGLE BLAZE ON TREE, 13.2 FEET NW OF WHITE WITNESS POST,
 FG1762'PROJECTS 6 INCHES, STAMPED PETIT JEAN 1940.
 FG1762'
 FG1762'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED IN
 FG1762'DRILL HOLES IN OUTCROPPING BEDROCK.
 FG1762'
 FG1762'REFERENCE MARK NO. 1 IS 90 FEET NW OF TRACK ROAD AT NW EDGE
 FG1762'OF RIM, 7-1/2 FEET BELOW STATION, STAMPED PETIT JEAN NO.1
 FG1762'1940.
 FG1762'
 FG1762'REFERENCE MARK NO.2 IS 30 FEET NW OF TRACK ROAD NEAR NW
 FG1762'EDGE OF RIM, 4 FEET BELOW STATION, STAMPED PETIT JEAN NO.2
 FG1762'1940.
 FG1762'
 FG1762'AZIMUTH MARK IS 10 FEET E OF W EDGE OF RIM OF MOUNTAIN, 45
 FG1762'FEET NW OF TRACK ROAD, 38.2 FEET NW OF WHITE WITNESS POST,
 FG1762'PROJECTS 2 INCHES, STAMPED PETIT JEAN 1940.
 FG1762'
 FG1762'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FG1762'STATE HIGHWAY 9 IN MORRILTON BY GOING S ON STATE HIGHWAY
 FG1762'9, 5.0 MILES TO JUNCTION WITH STATE HIGHWAY 154, TURN RIGHT
 FG1762'(W) ON HIGHWAY 154 AND GO 9.5 MILES TO FORK AT CCC CAMP
 FG1762'HEADQUARTERS BUILDING IN PETIT JEAN STATE PARK, TAKE RIGHT FORK
 FG1762'AND FOLLOW MAIN ROAD S AND W 1.0 MILE TO FORK AT SIGN RED
 FG1762'BLUFF TRAIL 3/4 MILE, TAKE RIGHT FORK NW 0.5 MILE TO T-ROAD
 FG1762'JUNCTION, TURN RIGHT (N) AND FOLLOW NARROW GRADED ROAD AROUND
 FG1762'N RIM OF MOUNTAIN 1.5 MILES TO FORK, TAKE LEFT FORK AND
 FG1762'GO 0.9 MILE TO MR. D.L. DEETERS RANCH GO THROUGH GATE AT
 FG1762'LEFT OF HOUSE AND FOLLOW TRACK ROAD E 1/4 MILE TO AZIMUTH
 FG1762'MARK ON LEFT AT EDGE OF RIM, CONTINUE ON TRACK ROAD E AND N
 FG1762'0.4 MILE TO STATION ON LEFT.
 FG1762'
 FG1762'A 64-FOOT TOWER WAS USED.
 FG1762
 FG1762                          STATION RECOVERY (1962)
 FG1762
 FG1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1762'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 FG1762'AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.  THE
 FG1762'DIRECTION TO REFERENCE MARK NO. 1 WAS VERIFIED BUT THE DISTANCE
 FG1762'MISSED THE PREVIOUS DISTANCE BY 0.053 METER.  THE DIRECTION
 FG1762'TO THE AZIMUTH MARK MISSED THE PREVIOUS DIRECTION BY 6.0
 FG1762'SECONDS.
 FG1762'
 FG1762'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1762'
 FG1762'THE STATION IS 10-1/2 MILES WEST OF MORRILTON, 5-3/4 MILES
 FG1762'SOUTH OF ATKINS, ON THE NORTH RIM AND HIGHEST POINT OF PETIT
 FG1762'JEAN MOUNTAIN AND ON PROPERTY OWNED BY DAVIES AND DAVIES
 FG1762'CONSTRUCTION COMPANY OF LITTLE ROCK, ARKANSAS.
 FG1762'
 FG1762'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 FG1762'AND STATE HIGHWAY 9 IN MORRILTON, GO SOUTHERLY ON HIGHWAY
 FG1762'9 FOR 2.65 MILES TO THE BRIDGE OVER THE ARKANSAS RIVER.  CROSS
 FG1762'THE BRIDGE AND CONTINUE WESTERLY ON HIGHWAY 9 FOR 3.35 MILES
 FG1762'TO THE JUNCTION OF STATE HIGHWAYS 9 AND 154.  TURN RIGHT AND
 FG1762'GO WESTERLY ON STATE HIGHWAY 154 FOR 5.05 MILES TO A SIDE
 FG1762'ROAD ON THE LEFT.  CONTINUE WESTERLY ON HIGHWAY 154 FOR 2.25
 FG1762'MILES TO A ROAD FORK.  BEAR RIGHT AND CONTINUE WESTERLY
 FG1762'ON A BLACKTOP ROAD FOR 2.85 MILES TO A CROSSROAD.  CONTINUE
 FG1762'WEST ON THE BLACKTOP ROAD FOR 1.0 MILE TO A SIDE ROAD ON
 FG1762'THE RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR
 FG1762'1.0 MILE TO A ROAD FORK.  TURN LEFT AND GO WEST FOR 0.15
 FG1762'MILE TO A HOUSE ON THE LEFT.  CONTINUE WEST ON A GRAVEL
 FG1762'ROAD FOR 0.5 MILE TO A WOODEN GATE.  CONTINUE WEST TO
 FG1762'THE SOUTH SIDE OF THE HOUSE.  CONTINUE WEST ON A TRACK
 FG1762'ROAD ALONG NORTH EDGE OF CLEARING FOR 0.05 MILE TO A
 FG1762'POINT WHERE THE ROAD ENTERS TIMBERED AREA.  CONTINUE ON
 FG1762'DIM WOODS ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT,
 FG1762'NEAR A TRIANGULAR BLAZED TREE.
 FG1762'
 FG1762'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED PETIT
 FG1762'JEAN 1940, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FG1762'3 INCHES.  IT IS 53 FEET NORTHWEST OF THE CENTER OF THE
 FG1762'DIM WOODS ROAD, 36 FEET SOUTH OF THE NORTH RIM OF THE RIDGE,
 FG1762'25 FEET NORTHEAST OF THE TRIANGULAR BLAZED TREE AND 1.3
 FG1762'FEET NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 FG1762'DISK WAS NOT INSPECTED BY THIS PARTY.
 FG1762'
 FG1762'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PETIT JEAN
 FG1762'NO 1 1940, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FG1762'IT IS 61 FEET NORTH OF THE METAL WITNESS POST, 8 FEET NORTHEAST
 FG1762'OF A 10-INCH OAK TREE AND 3 FEET SOUTH OF THE NORTH RIM OF
 FG1762'THE RIDGE.
 FG1762'
 FG1762'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PETIT JEAN
 FG1762'NO 2 1940, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FG1762'IT IS 62 FEET SOUTHWEST OF THE METAL WITNESS POST AND 2.5
 FG1762'FEET SOUTH OF THE NORTH RIM OF THE RIDGE.
 FG1762'
 FG1762'THE AZIMUTH MARK, A STANDARD DISK STAMPED PETIT JEAN 1940,
 FG1762'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 FG1762'46 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD, 10 FEET
 FG1762'SOUTHWEST OF THE NORTH RIM OF THE RIDGE AND 1 FOOT NORTH
 FG1762'OF A METAL WITNESS POST.
 FG1762'
 FG1762'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 FG1762'ON THE DIM WOODS ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON
 FG1762'THE RIGHT, NEAR THE EDGE OF THE RIDGE.
 FG1762'
 FG1762'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FG1762'
 FG1762'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FG1762
 FG1762                          STATION RECOVERY (1967)
 FG1762
 FG1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1762'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE
 FG1762'1962 DESCRIPTION BY J.K. RICHARDS IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2121 ***********************************************************************
 FF2121  DESIGNATION -  PETS
 FF2121  PID         -  FF2121
 FF2121  STATE/COUNTY-  AR/POINSETT
 FF2121  USGS QUAD   -  GREENFIELD (1983)
 FF2121
 FF2121                         *CURRENT SURVEY CONTROL
 FF2121  ___________________________________________________________________
 FF2121* NAD 83(1997)-  35 38 02.03012(N)    090 41 44.68176(W)     ADJUSTED  
 FF2121* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 FF2121  ___________________________________________________________________
 FF2121  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FF2121  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF2121
 FF2121  HORZ ORDER  -  FIRST
 FF2121
 FF2121.The horizontal coordinates were established by classical geodetic methods
 FF2121.and adjusted by the National Geodetic Survey in September 1999..
 FF2121
 FF2121.The orthometric height was scaled from a topographic map.
 FF2121
 FF2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2121
 FF2121.The geoid height was determined by GEOID03.
 FF2121
 FF2121;                    North         East     Units Scale Factor Converg.
 FF2121;SPC AR N     -   145,068.999   518,126.588   MT  0.99993631   +0 45 32.2
 FF2121;SPC AR N     -   475,947.21  1,699,886.98   sFT  0.99993631   +0 45 32.2
 FF2121;UTM  15      - 3,945,788.715   708,650.876   MT  1.00013651   +1 20 34.6
 FF2121
 FF2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2121!SPC AR N     -   0.99998472  x   0.99993631  =   0.99992103
 FF2121!UTM  15      -   0.99998472  x   1.00013651  =   1.00012123
 FF2121
 FF2121|---------------------------------------------------------------------|
 FF2121| PID    Reference Object                     Distance      Geod. Az  |
 FF2121|                                                           dddmmss.s |
 FF2121| FF2255 PETS RM 2                            19.818 METERS 00028     |
 FF2121| FF2113 TRUMANN FEDERAL COMPRESS W TK       APPROX.17.8 KM 0751031.0 |
 FF2121| FF2114 TRUMANN POINSETT LUMBER CO STK      APPROX.17.4 KM 0751640.6 |
 FF2121| FF2112 OAKS                                APPROX.16.1 KM 0863419.4 |
 FF2121| FF2120 HARRISBURG ARK PWR LT RAD TWR       APPROX. 8.0 KM 1900957.5 |
 FF2121| FF2119 HARRISBURG POINSETT SHER RADIO      APPROX. 7.4 KM 1924846.9 |
 FF2121| FF2117 HARRISBURG MOUTON RICE CO TANK      APPROX. 7.7 KM 1975405.8 |
 FF2121| FF2256 PETS AZ MK                                         2793850.6 |
 FF2121| FF2254 PETS RM 1                            28.733 METERS 28057     |
 FF2121|---------------------------------------------------------------------|
 FF2121
 FF2121                          SUPERSEDED SURVEY CONTROL
 FF2121
 FF2121  NAD 83(1997)-  35 38 02.03366(N)    090 41 44.68127(W) AD(       ) 1
 FF2121  NAD 83(1986)-  35 38 02.04243(N)    090 41 44.68126(W) AD(       ) 1
 FF2121  NAD 27      -  35 38 01.75760(N)    090 41 44.28100(W) AD(       ) 1
 FF2121
 FF2121.Superseded values are not recommended for survey control.
 FF2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2121.See file dsdata.txt to determine how the superseded data were derived.
 FF2121
 FF2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0865145789(NAD 83)
 FF2121_MARKER: DS = TRIANGULATION STATION DISK
 FF2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2121
 FF2121  HISTORY     - Date     Condition        Report By
 FF2121  HISTORY     - 1954     MONUMENTED       CGS
 FF2121  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF2121  HISTORY     - 1975     MARK NOT FOUND   NGS
 FF2121  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF2121
 FF2121                          STATION DESCRIPTION
 FF2121
 FF2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2121'THE STATION IS ABOUT 5 MILES NORTH-NORTHEAST OF HARRISBURG
 FF2121'AND 1 MILE EAST OF THE SMALL COMMUNITY OF GREENFIELD ON THE
 FF2121'SUMMIT OF CROWLEYS RIDGE AND ON LAND OWNED BY MR. GUY REDD.
 FF2121'IT IS IN THE SOUTHWEST ANGLE OF A CROSSROAD, 40.0 FEET SOUTH
 FF2121'OF THE CENTER OF A GRAVELED ROAD, 35.0 FEET WEST OF THE CENTER OF
 FF2121'A GRAVELED ROAD AND 4.5 FEET NORTH OF A WITNESS POST.  IT
 FF2121'PROJECTS 4 INCHES AND IS STAMPED PETS 1954.
 FF2121'
 FF2121'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE RIDGE, ABOUT
 FF2121'2-1/2 FEET BELOW THE ELEVATION OF THE STATION AND 32.0 FEET
 FF2121'SOUTH OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 4 INCHES
 FF2121'AND IS STAMPED PETS NO 1 1954.
 FF2121'
 FF2121'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION
 FF2121'AND ABOUT 2 FEET LOWER IN ELEVATION.  IT IS 22.0 FEET NORTH
 FF2121'OF THE CENTER OF A GRAVELED ROAD, 12.0 FEET SOUTHWEST OF
 FF2121'A CHINABERRY TREE AND 1.0 FOOT SOUTH OF A FENCE CORNER.  IT
 FF2121'PROJECTS 4 INCHES AND IS STAMPED PETS NO 2 1954.
 FF2121'
 FF2121'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 FF2121'NO. 2 IS 104.31 FEET.
 FF2121'
 FF2121'THE AZIMUTH MARK IS 15.0 FEET NORTH OF THE CENTER OF A GRAVELED
 FF2121'ROAD, 12.0 FEET WEST OF THE CENTER OF A FARM DRIVEWAY, 3.0
 FF2121'FEET WEST OF A FENCE CORNER, 2.0 FEET EAST OF A WITNESS
 FF2121'POST AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS
 FF2121'STAMPED PETS 1954.
 FF2121'
 FF2121'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE POINSETT
 FF2121'COUNTY COURTHOUSE SQUARE IN HARRISBURG, GO NORTH ONE BLOCK
 FF2121'TO STATE ROUTE NO. 1, TURN LEFT AND GO WEST ON STATE ROUTE
 FF2121'NO. 1 FOR 0.3 MILE TO A CROSS-STREET, HERE TURN RIGHT AND
 FF2121'GO NORTH ON A GRAVELED ROAD FOR 4.85 MILES TO A T ROAD.
 FF2121'HERE TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.5 MILE
 FF2121'TO THE SMALL COMMUNITY OF GREENFIELD, CONTINUE EASTERLY ON
 FF2121'A GRAVELED ROAD FOR 0.35 MILE TO A FARM HOUSE ON THE LEFT AND
 FF2121'THE AZIMUTH MARK AS DESCRIBED.  CONTINUE EASTERLY ON A GRAVELED
 FF2121'ROAD FOR 0.7 MILE TO THE TOP OF CROWLEYS RIDGE AT A CROSSROAD
 FF2121'AND THE STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 FF2121'
 FF2121'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2121
 FF2121                          STATION RECOVERY (1975)
 FF2121
 FF2121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF2121'RM 2 - OK.  STA MK PROB DESTROYED BY ROAD CONSTRUCTION.
 FF2121'
 FF2121'RM 1 DESTROYED.  AZ. MK. NOT SEARCHED FOR.
 FF2121
 FF2121                          STATION RECOVERY (1975)
 FF2121
 FF2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FF2121'REFERENCE MARK NO 2 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK NO
 FF2121'1 WAS FOUND DESTROYED.  THE SITE OF THE STATION MARK HAS BEEN GRADED
 FF2121'OFF TO A DEPTH OF ABOUT 4 FEET.  THE UNDERGROUND MARK WAS DUG FOR
 FF2121'WITHOUT RESULTS.  THIS STATION SHOULD BE CONSIDERED DESTROYED.
 FF2121'THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED DESTROYED BY ROAD
 FF2121'CONSTRUCTION.
 FF2121'
 FF2121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF2121'5 MILES NORTH-NORTHEAST OF HARRISBURG.
 FF2121
 FF2121                          STATION RECOVERY (1979)
 FF2121
 FF2121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (JWW)
 FF2121'PETS NO. 2 WAS FOUND AS DESCRIBED.
 FF2121'
 FF2121'MEASUREMENTS WERE MADE FROM PETS NO. 2 AND THE X-RD PLACING THE
 FF2121'TRIANGULATION STATION IN AN AREA THAT HAD BEEN RECENTLY
 FF2121'BULLDOZED.  ASSUMED DESTROYED.
 FF2121'
 FF2121'RM PETS NO. 1 WAS SEARCHED FOR AND NOT FOUND.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1909 ***********************************************************************
 FG1909  DESIGNATION -  PETTIGREW
 FG1909  PID         -  FG1909
 FG1909  STATE/COUNTY-  AR/MADISON
 FG1909  USGS QUAD   -  BOSTON (1973)
 FG1909
 FG1909                         *CURRENT SURVEY CONTROL
 FG1909  ___________________________________________________________________
 FG1909* NAD 83(1997)-  35 48 05.04822(N)    093 35 59.54785(W)     ADJUSTED  
 FG1909* NAVD 88     -       752.6    (meters)    2469.     (feet)  VERTCON   
 FG1909  ___________________________________________________________________
 FG1909  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FG1909  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG1909
 FG1909  HORZ ORDER  -  FIRST
 FG1909
 FG1909.The horizontal coordinates were established by classical geodetic methods
 FG1909.and adjusted by the National Geodetic Survey in September 1999..
 FG1909
 FG1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1909
 FG1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1909
 FG1909.The geoid height was determined by GEOID03.
 FG1909
 FG1909;                    North         East     Units Scale Factor Converg.
 FG1909;SPC AR N     -   164,045.571   255,403.210   MT  0.99994309   -0 55 51.5
 FG1909;SPC AR N     -   538,206.18    837,935.36   sFT  0.99994309   -0 55 51.5
 FG1909;UTM  15      - 3,962,087.411   445,799.201   MT  0.99963620   -0 21 03.3
 FG1909
 FG1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1909!SPC AR N     -   0.99988628  x   0.99994309  =   0.99982938
 FG1909!UTM  15      -   0.99988628  x   0.99963620  =   0.99952252
 FG1909
 FG1909:                Primary Azimuth Mark                     Grid Az
 FG1909:SPC AR N     -  BOSTON TV RELAY MAST                     030 16 05.3
 FG1909:UTM  15      -  BOSTON TV RELAY MAST                     029 41 17.1
 FG1909
 FG1909|---------------------------------------------------------------------|
 FG1909| PID    Reference Object                     Distance      Geod. Az  |
 FG1909|                                                           dddmmss.s |
 FG1909| FG1908 BOSTON TV RELAY MAST                APPROX. 3.8 KM 0292013.8 |
 FG1909| FG1821 BUFFALO LOT                         APPROX.11.9 KM 0541914.4 |
 FG1909| FG1819 DEVILS KNOB LOT                     APPROX.19.6 KM 1155156.7 |
 FG1909| CI1940 PETTIGREW RM 1                       20.973 METERS 27141     |
 FG1909| CI1941 PETTIGREW RM 2                       21.105 METERS 34554     |
 FG1909| FG1910 BOSTON LOT                           19.333 METERS 34841     |
 FG1909|---------------------------------------------------------------------|
 FG1909
 FG1909                          SUPERSEDED SURVEY CONTROL
 FG1909
 FG1909  NAD 83(1997)-  35 48 05.05939(N)    093 35 59.54937(W) AD(       ) 1
 FG1909  NAD 83(1986)-  35 48 05.05795(N)    093 35 59.55251(W) AD(       ) 1
 FG1909  NAD 27      -  35 48 04.77143(N)    093 35 58.87702(W) AD(       ) 1
 FG1909  NGVD 29 (07/19/86)  752.5    (m)         2469.     (f) VERT ANG       
 FG1909
 FG1909.Superseded values are not recommended for survey control.
 FG1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1909.See file dsdata.txt to determine how the superseded data were derived.
 FG1909
 FG1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4579962087(NAD 83)
 FG1909_MARKER: DS = TRIANGULATION STATION DISK
 FG1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1909+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 FG1909
 FG1909  HISTORY     - Date     Condition        Report By
 FG1909  HISTORY     - 1971     MONUMENTED       NGS
 FG1909  HISTORY     - 1985     SEE DESCRIPTION  USDA
 FG1909  HISTORY     - 20030806 GOOD             USFS
 FG1909
 FG1909                          STATION DESCRIPTION
 FG1909
 FG1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1909'THE STATION IS ABOUT 7 MILES NORTH AND 2 MILES WEST OF OARK, 1 MILE
 FG1909'NORTH AND 8 MILES WEST OF FALLSVILLE, 1 MILE SOUTH AND 3 MILES EAST
 FG1909'OF PETTIGREW, NEAR THE CENTER OF THE SOUTHWEST 1/4 SECTION OF
 FG1909'SECTION 12, R. 25 W., T. 13 N. AND IN THE OZARK NATIONAL FOREST.
 FG1909'
 FG1909'TO REACH THE STATION FROM THE POST OFFICE IN PETTIGREW, GO WEST ON
 FG1909'STATE HIGHWAY 16 FOR 1.5 MILES TO A BLADED SIDE ROAD RIGHT.  TURN
 FG1909'RIGHT AND GO SOUTHEASTERLY ON BLADED ROAD FOR 1 MILE TO A REVERSE
 FG1909'FORK.  CONTINUE AHEAD SOUTHEASTERLY ON THE MAIN ROAD FOR 1.2 MILES
 FG1909'TO A FORK.  BEAR LEFT AND CONTINUE SOUTHEASTERLY FOR 0.2 MILE TO A
 FG1909'REVERSE FORK.  TURN SHARP RIGHT AND GO SOUTHWESTERLY FOR 0.1
 FG1909'MILE TO A REVERSE FORK.  TURN SHARP LEFT AND GO SOUTHEASTERLY FOR 0.2
 FG1909'MILE TO THE BOSTON LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 FG1909'
 FG1909'STATION MARKS ARE STANDARD DISKS, STAMPED PETTIGREW 1971.  THE
 FG1909'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FG1909'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 FG1909'56.8 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER,
 FG1909'24.5 FEET SOUTH OF A TRIANGULAR BLAZED 18-INCH OAK TREE, 9.2 FEET
 FG1909'WEST OF A FENCE AND 3.8 FEET WEST OF A WITNESS POST.  THE
 FG1909'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 FG1909'BELOW THE GROUND SURFACE.
 FG1909'
 FG1909'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PETTIGREW NO 1 1971, SET
 FG1909'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 FG1909'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 75 FEET WEST-SOUTHWEST OF
 FG1909'THE BLAZED OAK TREE, 72.8 FEET WEST OF THE WITNESS POST, 67.6 FEET
 FG1909'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 18.4 FEET
 FG1909'SOUTH OF A 24-INCH OAK TREE AND ABOUT 3 FEET LOWER IN ELEVATION
 FG1909'THAN THE STATION.
 FG1909'
 FG1909'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PETTIGREW NO 2 1971,
 FG1909'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE
 FG1909'FOOTING FOR THE STEPS FOR THE LOOKOUT TOWER AND ABOUT THE SAME
 FG1909'ELEVATION AS THE STATION.
 FG1909'
 FG1909'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1909'
 FG1909'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FG1909
 FG1909                          STATION RECOVERY (1985)
 FG1909
 FG1909'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HH)
 FG1909'RECOVERED AS DESCRIBED.
 FG1909
 FG1909                          STATION RECOVERY (2003)
 FG1909
 FG1909'RECOVERY NOTE BY US FOREST SERVICE 2003 (HWH)
 FG1909'THE BOSTON USFS LOT FIRE TOWER AND STATION HAVE BEEN REMOVED.
 FG1909'PETTTIGREW STATION, WITNESS POST,AND FENCE ARE IN PLACE.
 FG1909'A SPIKE NAIL WAS DRIVEN 0.5 FEET EAST AT THE EDGE OF THE CYLINDER.
 FG1909'RM1-NO COMMENT. RM2-CAP IS GONE BUT STEM IS STILL IN PLACE.
 FG1909'RM2 IS IN THE 3 FOOT BY 4 FOOT CONCRETE BASE OF THE OLD TOWER STEPS.
 FG1909'THE 4 FOOT EDGE ALIGNED N60W-S60E.
 FG1909'CAUTION BECAUSE 2 PIECES OF THE 2INCH ANGLE IRON STEP SUPPORTS
 FG1909'PROTRUDE UP DANGEROUSLY.  THE WESTERLY TWO TOWER FOOTERS ARE STILL
 FG1909'IN PLACE. AN AL DELENIATOR POST WITH FS SIGN (54-4) WAS DRIVEN TO 4
 FG1909'FEET TALL AT A NAZ OF 280 DEGREES 0.9 FEET FROM THE STEM.
 FG1909'THE ROAD UP TO THE OLD TOWER SITE IS OBLITERATED.
 FG1909'THE BEST DIRECTIONS ARE TO FOLLOW A GPS WAYPOINT TO THE SITE.
 FG1909'HAL HUMERICKHOUSE-LS AND BRADY DUFF-LS OF THE USFS
 FG1909'AND MARSHALL BOLTE-LS OF THE BLM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1871 ***********************************************************************
 FF1871  DESIGNATION -  PFEIFFER
 FF1871  PID         -  FF1871
 FF1871  STATE/COUNTY-  AR/INDEPENDENCE
 FF1871  USGS QUAD   -  CAVE CITY (1989)
 FF1871
 FF1871                         *CURRENT SURVEY CONTROL
 FF1871  ___________________________________________________________________
 FF1871* NAD 83(1997)-  35 52 32.75017(N)    091 33 57.37259(W)     ADJUSTED  
 FF1871* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 FF1871  ___________________________________________________________________
 FF1871  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FF1871  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF1871
 FF1871  HORZ ORDER  -  FIRST
 FF1871
 FF1871.The horizontal coordinates were established by classical geodetic methods
 FF1871.and adjusted by the National Geodetic Survey in September 1999..
 FF1871
 FF1871.The orthometric height was scaled from a topographic map.
 FF1871
 FF1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1871
 FF1871.The geoid height was determined by GEOID03.
 FF1871
 FF1871;                    North         East     Units Scale Factor Converg.
 FF1871;SPC AR N     -   171,207.632   439,195.896   MT  0.99994884   +0 15 09.3
 FF1871;SPC AR N     -   561,703.71  1,440,928.54   sFT  0.99994884   +0 15 09.3
 FF1871;UTM  15      - 3,971,118.530   629,455.392   MT  0.99980650   +0 50 25.9
 FF1871
 FF1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1871!SPC AR N     -   0.99996777  x   0.99994884  =   0.99991661
 FF1871!UTM  15      -   0.99996777  x   0.99980650  =   0.99977428
 FF1871
 FF1871|---------------------------------------------------------------------|
 FF1871| PID    Reference Object                     Distance      Geod. Az  |
 FF1871|                                                           dddmmss.s |
 FF1871| CI1944 PFEIFFER RM 2                        31.003 METERS 00616     |
 FF1871| CI1943 PFEIFFER RM 1                        38.377 METERS 21524     |
 FF1871| CI1942 PFEIFFER AZ MK                                     2882444.5 |
 FF1871|---------------------------------------------------------------------|
 FF1871
 FF1871                          SUPERSEDED SURVEY CONTROL
 FF1871
 FF1871  NAD 83(1986)-  35 52 32.76140(N)    091 33 57.37205(W) AD(       ) 1
 FF1871  NAD 27      -  35 52 32.49600(N)    091 33 56.87900(W) AD(       ) 1
 FF1871
 FF1871.Superseded values are not recommended for survey control.
 FF1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1871.See file dsdata.txt to determine how the superseded data were derived.
 FF1871
 FF1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2945571119(NAD 83)
 FF1871_MARKER: DG = GRAVITY STATION DISK
 FF1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1871
 FF1871  HISTORY     - Date     Condition        Report By
 FF1871  HISTORY     - 1934     MONUMENTED       CGS
 FF1871  HISTORY     - 1954     GOOD             CGS
 FF1871  HISTORY     - 1967     GOOD             CGS
 FF1871
 FF1871                          STATION DESCRIPTION
 FF1871
 FF1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1871'STATION IS LOCATED ABOUT 8.4 MILES BY ROAD S BY W FROM CAVE
 FF1871'CITY, AND 9.0 MILES BY ROAD NE OF BATESVILLE, 4.4 MILES BY ROAD N
 FF1871'OF FELTS STORE.  THE STATION IS LOCATED ON THE HIGHEST HILL IN
 FF1871'THE VICINITY, ON SOME OPEN TIMBER LAND.  THE STATION IS LOCATED
 FF1871'ON LAND LEASED BY R. B. NIEMAN.  THE MARK IS ABOUT 15 FEET SW OF
 FF1871'A 10-INCH BLAZED OAK TREE.
 FF1871'
 FF1871'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 FF1871'IN CONCRETE CYLINDERS.
 FF1871'
 FF1871'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FF1871'
 FF1871'REFERENCE MARK NO.1 IS LOCATED ON THE SW SLOPE OF A HIGH
 FF1871'WOODED HILL, AND IS 126.0 FEET SW OF THE STATION.
 FF1871'
 FF1871'REFERENCE MARK NO.2 IS ON THE NW SLOPE OF A HIGH WOODED HILL,
 FF1871'AND IS 101.82 FEET N BY W OF THE TRIANGULATION STATION.
 FF1871'
 FF1871'AZIMUTH MARK IS LOCATED ABOUT 180 FEET N OF HOUSE BELONGING
 FF1871'TO R.B. NIEMAN, 13.6 FEET E OF CENTER LINE OF ROAD, AND 1 FOOT
 FF1871'FROM THE FENCE LINE.
 FF1871'
 FF1871'TO REACH THE AZIMUTH MARK FOLLOW REGULAR DESCRIPTION, BUT INSTEAD
 FF1871'OF TURNING UP HILL AT 0.15 MILE, CONTINUE ON ROAD 0.43 MILE TO
 FF1871'R. B. NIEMANS HOUSE.
 FF1871'
 FF1871'TO REACH FROM BATESVILLE, GO NORTHWARD ON STATE HIGHWAY 11, 7.5
 FF1871'MILES FROM THE N END OF ST. LOUIS STREET TO T-ROAD SHARP TO LEFT
 FF1871'(NW) AT THE S END OF A WOOD BRIDGE, AND AN OLD DILAPIDATED HOUSE
 FF1871'(OCCUPIED) ON THE E SIDE OF THE STATE ROAD.  THERE TURN LEFT (NW)
 FF1871'AND FOLLOW THE WELL-TRAVELED ROAD UP THE HOLLOW 0.8 MILE TO
 FF1871'ROAD FORK.  THERE TAKE ROAD TO RIGHT STRAIGHT AHEAD UP THE HILL
 FF1871'AND GO 0.8 MILE TO T-ROAD W (LEFT) AND CONTINUE UP HILL
 FF1871'ABOUT 0.15 MILE, LEAVE THE MAIN ROAD AND GO UP THE HILL
 FF1871'TO THE STATION ABOUT 100 YARDS.
 FF1871'
 FF1871'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 FF1871
 FF1871                          STATION RECOVERY (1954)
 FF1871
 FF1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1871'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 FF1871'CONDITION.  A DISCREPANCY WAS NOTED ON THE MEASUREMENT TO BOTH
 FF1871'REFERENCES MARKS AND ON THE DIRECTION TO THE AZIMUTH MARK.
 FF1871'A COMPLETE NEW DISCRIPTION FOLLOWS-
 FF1871'
 FF1871'THE STATION IS LOCATED ON A HIGH TIMBERED HILL, ABOUT 9 MILES
 FF1871'NORTH-NORTHEAST OF BATESVILLE, 5 MILES SOUTH-SOUTHWEST OF CAVE
 FF1871'CITY, 1 MILE WEST OF STATE HIGHWAY 11, 40 FEET WEST OF A WIRE
 FF1871'FENCE, 15 FEET EAST-SOUTHEAST OF A 10-INCH TRIANGULAR BLAZED OAK
 FF1871'TREE, 6 INCHES WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND ON
 FF1871'LAND OWNED BY MR. R.F. HORTON.
 FF1871'
 FF1871'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 25
 FF1871'AND 69 AT THE EAST EDGE OF THE CITY LIMIT IN BATESVILLE, GO
 FF1871'NORTHERLY ON STATE HIGHWAY 11 FOR 7.7 MILES TO A SIDE ROAD ON
 FF1871'THE LEFT AND A SMALL IMITATION RED BRICK HOUSE ON THE RIGHT,
 FF1871'TURN LEFT (WEST) AND FOLLOW A DIRT ROAD FOR 0.4 MILE TO A ROAD
 FF1871'FORK, CONTINUE WESTERLY ON THE RIGHT ROAD FOR 0.4 MILE TO A
 FF1871'HOUSE ON THE RIGHT, GO LEFT (SOUTH) FOR 0.05 MILE TO A ROAD
 FF1871'FORK, CONTINUE ON THE RIGHT ROAD (DIRT AND NARROW) FOR 0.6
 FF1871'MILE TO A TRACK ROAD ON THE RIGHT,* TURN RIGHT AND FOLLOW THE
 FF1871'TRACK ROAD FOR 0.3 MILE TO A WIRE FENCE, TURN LEFT (NORTH)
 FF1871'AND GO FOR 0.1 MILE TO THE TOP OF HILL AND STATION AS
 FF1871'DESCRIBED.
 FF1871'
 FF1871'TO REACH THE AZIMUTH MARK FROM THIS POINT*, CONTINUE NORTHERLY FOR
 FF1871'0.1 MILE TO MR. HORTONS HOUSE ON THE RIGHT AND THE AZIMUTH MARK
 FF1871'AS DESCRIBED.
 FF1871'
 FF1871'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF1871'PFEIFFER 1934.
 FF1871'
 FF1871'REFERENCE MARK 1 IS 117 FEET WEST OF THE WIRE FENCE.  THE MARK
 FF1871'PROJECTS 6 INCHES AND THE DISK IS STAMPED PFEIFFER NO 1 1934
 FF1871'
 FF1871'REFERENCE MARK 2 IS 36 FEET WEST OF THE WIRE FENCE AND 8 FEET
 FF1871'NORTHEAST OF AN 8-INCH OAK TREE.  THE MARK PROJECTS 5 INCHES AND
 FF1871'THE DISK IS STAMPED PFEIFFER NO 2 1934.
 FF1871'
 FF1871'THE AZIMUTH MARK IS 200 FEET NORTH OF MR. HORTONS HOUSE, 10
 FF1871'FEET EAST OF A TRACK ROAD, 6 FEET SOUTH OF A WHITE 4 IN X 4 IN
 FF1871'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 5
 FF1871'INCHES AND THE DISK IS STAMPED PFEIFFER 1934.
 FF1871'
 FF1871'HEIGHT OF LIGHT PLATE ABOVE STATION 30 METERS.
 FF1871
 FF1871                          STATION RECOVERY (1967)
 FF1871
 FF1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FF1871'STATION MARK, AZIMUTH MARK, REFERENCE MARK 1, AND 2 WERE
 FF1871'RECOVERED IN GOOD CONDITION WITH NO NOTICABLE DISPLACEMENT
 FF1871'OF THE MARKS.  FOLLOWING IS A NEW AND COMPLETE DESRIPTION.
 FF1871'
 FF1871'STATION IS LOCATED ON A HIGH TIMBER COVERED HILL ABOUT 9 MILES
 FF1871'NORTH OF BATESVILLE, 5 MILES SOUTH OF CAVE CITY AND 1 MILE WEST
 FF1871'OF U.S. HIGHWAY 167.
 FF1871'
 FF1871'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 167 AND STATE HIGHWAYS
 FF1871'25 AND 69 IN THE EAST EDGE OF BATESVILLE, GO NORTHERLY ON U.S.
 FF1871'HIGHWAY 167 AND STATE HIGHWAY 25 FOR 2.4 MILES TO THE JUNCTION
 FF1871'OF U.S. HIGHWAY 167 AND STATE HIGHWAY 25.  CONTINUE NORTHERLY ON
 FF1871'U.S.  HIGHWAY 167 FOR 5.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 FF1871'GO WESTERLY ON GRAVELED ROAD FOR 0.4 MILE TO A FORK.  TAKE THE
 FF1871'RIGHT FORK AND GO WESTERLY ON GRAVELED ROAD FOR 0.4 MILE TO
 FF1871'A HOUSE ON THE RIGHT AND WHERE THE MAIN ROAD TURNS SHARP
 FF1871'LEFT.  TURN LEFT, THEN RIGHT ALONG THE NORTH SIDE OF A HOUSE
 FF1871'AND FOLLOW BLADED ROAD FOR 0.6 MILE TO A DIM SIDE ROAD
 FF1871'ON THE RIGHT.  (TO REACH THE AZIMUTH MARK, CONTINUE ON THE MAIN
 FF1871'ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT, JUST AFTER
 FF1871'PASSING THE OLD HORTON PLACE.) TURN RIGHT AND FOLLOW DIM
 FF1871'ROAD EASTERLY FOR 0.3 MILE TO A FENCE.  TURN LEFT AND GO NORTH
 FF1871'FOR 0.1 MILE TO THE TOP OF HILL AND STATION.
 FF1871'
 FF1871'STATION MARK IS A STANDARD DISK, STAMPED PFEIFFER 1934, SET IN THE
 FF1871'TOP OF A ROUND CONCRETEPOST PROJECTING 6 INCHES.  IT IS 43 FEET WEST
 FF1871'OF A NORTH-SOUTH FENCE, 1 FOOT WEST OF A 4X4 INCH WITNESS POST AND
 FF1871'ON THE HIGHEST PART OF THE HILL.
 FF1871'
 FF1871'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PFEIFFER NO 1
 FF1871'1934, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES.
 FF1871'IT IS 113 FEET WEST OF THE FENCE AND IS ABOUT 1 FOOT LOWER THAN
 FF1871'THE STATION.
 FF1871'
 FF1871'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PFEIFFER NO 2
 FF1871'1934, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.
 FF1871'IT IS 43 FEET WEST OF THE FENCE AND ABOUT 3 FEET LOWER THAN THE
 FF1871'STATION.
 FF1871'
 FF1871'AZIMUTH MARK IS A STANDARD DISK, STAMPED PFEIFFER 1934, SET IN
 FF1871'THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS
 FF1871'197 FEET NORTH OF THE NORTHWEST CORNER OF THE OLD HORTON PLACE,
 FF1871'39 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE AND 1
 FF1871'FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3030 ***********************************************************************
 EH3030  DESIGNATION -  PHILLIPS RESET
 EH3030  PID         -  EH3030
 EH3030  STATE/COUNTY-  AR/JEFFERSON
 EH3030  USGS QUAD   -  ALTHEIMER (1971)
 EH3030
 EH3030                         *CURRENT SURVEY CONTROL
 EH3030  ___________________________________________________________________
 EH3030* NAD 83(1997)-  34 17 36.17071(N)    091 49 05.99768(W)     ADJUSTED  
 EH3030* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 EH3030  ___________________________________________________________________
 EH3030  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EH3030  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EH3030
 EH3030  HORZ ORDER  -  FIRST
 EH3030
 EH3030.The horizontal coordinates were established by classical geodetic methods
 EH3030.and adjusted by the National Geodetic Survey in September 1999..
 EH3030
 EH3030.The orthometric height was scaled from a topographic map.
 EH3030
 EH3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3030
 EH3030.The geoid height was determined by GEOID03.
 EH3030
 EH3030;                    North         East     Units Scale Factor Converg.
 EH3030;SPC AR S     -   580,438.346   416,724.175   MT  0.99992865   +0 06 06.0
 EH3030;SPC AR S     - 1,904,321.47  1,367,202.56   sFT  0.99992865   +0 06 06.0
 EH3030;UTM  15      - 3,795,318.137   608,750.666   MT  0.99974578   +0 39 57.1
 EH3030
 EH3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3030!SPC AR S     -   0.99999500  x   0.99992865  =   0.99992365
 EH3030!UTM  15      -   0.99999500  x   0.99974578  =   0.99974079
 EH3030
 EH3030:                Primary Azimuth Mark                     Grid Az
 EH3030:SPC AR S     -  PHILLIPS AZ MK                           002 46 46.4
 EH3030:UTM  15      -  PHILLIPS AZ MK                           002 12 55.3
 EH3030
 EH3030|---------------------------------------------------------------------|
 EH3030| PID    Reference Object                     Distance      Geod. Az  |
 EH3030|                                                           dddmmss.s |
 EH3030| CY7104 PHILLIPS AZ MK                                     0025252.4 |
 EH3030| CY7106 PHILLIPS RM 2                        43.358 METERS 00442     |
 EH3030| EH3032 WABBASEKA MUNICIPAL TANK            APPROX. 7.8 KM 0160232.9 |
 EH3030| CY7107 PHILLIPS RM 3                        35.034 METERS 05253     |
 EH3030| CY7105 PHILLIPS RM 1                        60.271 METERS 15316     |
 EH3030| EH3008 LAKE DICK FARM INC WATER TANK       APPROX. 5.3 KM 2025440.5 |
 EH3030| EH3033 ALTHEIMER MUNICIPAL TANK            APPROX. 4.0 KM 3154848.2 |
 EH3030|---------------------------------------------------------------------|
 EH3030
 EH3030                          SUPERSEDED SURVEY CONTROL
 EH3030
 EH3030  NAD 83(1986)-  34 17 36.17875(N)    091 49 05.99113(W) AD(       ) 1
 EH3030  NAD 27      -  34 17 35.82900(N)    091 49 05.51300(W) AD(       ) 1
 EH3030
 EH3030.Superseded values are not recommended for survey control.
 EH3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3030.See file dsdata.txt to determine how the superseded data were derived.
 EH3030
 EH3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0875195318(NAD 83)
 EH3030_MARKER: DS = TRIANGULATION STATION DISK
 EH3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3030_SP_SET: SET INTO TOP OF CONCRETE POST
 EH3030_STAMPING: PHILLIPS 1940 1965
 EH3030_PROJECTION: RECESSED 40 CENTIMETERS
 EH3030
 EH3030  HISTORY     - Date     Condition        Report By
 EH3030  HISTORY     - 1965     MONUMENTED       CGS
 EH3030
 EH3030                          STATION DESCRIPTION
 EH3030
 EH3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3030'THE STATION, AND ALL MARKS WERE RECOVERED.  THE DISTANCES AND
 EH3030'DIRECTIONS TO ALL MARKS CHECKED.  THE SURFACE MONUMENT OF THE
 EH3030'STATION WAS LOWERED AT THIS TIME AT THE REQUEST OF THE PROPERTY
 EH3030'OWNER.  A REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.  DUE
 EH3030'TO VARIOUS CHANGES, A NEW DESCRIPTION FOLLOWS-
 EH3030'
 EH3030'THE STATION IS LOCATED IN THE EAST EDGE OF A CULTIVATED FIELD
 EH3030'ALONG THE WEST SIDE OF STATE HIGHWAY 88, ABOUT 2-1/2 MILES
 EH3030'SOUTHEAST OF ALTHEIMER, AND ON PROPERTY OWNED BY MR. L.T.
 EH3030'PHILLIPS.
 EH3030'
 EH3030'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ALTHEIMER, GO
 EH3030'SOUTHERLY ON STATE HIGHWAY 88 FOR 2.35 MILES TO THE AZIMUTH MARK
 EH3030'ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 88 FOR 0.6 MILES TO A
 EH3030'FIELD ENTRANCE ON THE RIGHT AND THE STATION ON THE RIGHT.
 EH3030'
 EH3030'THE SURFACE DISK OF THE STATION IS STAMPED PHILLIPS 1940 1965.
 EH3030'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 16
 EH3030'INCHES UNDERGROUND.  IT IS 179 FEET SOUTH-SOUTHWEST OF A
 EH3030'TELEPHONE POLE, 114 FEET NORTHWEST OF A TELEPHONE POLE,
 EH3030'114 FEET SOUTHWEST OF A METAL WITNESS POST, 50.5 FEET WEST OF
 EH3030'THE CENTER OF HIGHWAY 88.  THE UNDERGROUND DISK IS STAMPED
 EH3030'PHILLIPS 1940.  IT IS SET IN AN IRREGULAR MASS OF CONCRETE 45
 EH3030'INCHES BELOW THE SURFACE OF THE GROUND.
 EH3030'
 EH3030'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PHILLIPS NO 1 1940,
 EH3030'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.
 EH3030'IT IS 60 FEET NORTH OF A POWER POLE, 41 FEET EAST OF THE CENTER
 EH3030'OF HIGHWAY 88, 12 FEET EAST OF THE SOUTH END OF A CORRUGATED
 EH3030'CULVERT, AND 10 FEET SOUTH OF THE CENTER OF A FIELD ROAD.
 EH3030'
 EH3030'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PHILLIPS NO 2 1940,
 EH3030'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 14 INCHES.
 EH3030'IT IS 107 FEET NORTHWEST OF THE METAL WITNESS POST, 54 FEET
 EH3030'SOUTHWEST OF THE INTERSECTION OF A DRIVEWAY EAST AND HIGHWAY 88,
 EH3030'41 FEET WEST OF THE CENTER OF HIGHWAY 88, AND 37 FEET
 EH3030'SOUTH-SOUTHWEST OF A TELEPHONE POLE.
 EH3030'
 EH3030'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PHILLIPS NO 3 1940,
 EH3030'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS
 EH3030'107 FEET SOUTH OF CENTER OF A DRIVEWAY, 40 FEET EAST OF THE CENTER
 EH3030'OF HIGHWAY 88, 1 FOOT WEST OF A POWER POLE, AND 1 FOOT NORTHWEST
 EH3030'OF THE METAL WITNESS POST.
 EH3030'
 EH3030'AZIMUTH MARK, A STANDARD DISK STAMPED PHILLIPS 1940, IS SET IN
 EH3030'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 EH3030'IT IS 72 FEET SOUTH OF A POWER POLE, 65 FEET WEST-NORTHWEST OF
 EH3030'A TWIN TRUNKED 16 INCH PECAN TREE, 49 FEET EAST OF THE CENTER OF
 EH3030'HIGHWAY 88, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 EH3030'
 EH3030'NOTE- REFERENCE MARKS MEASURED PULLING 7.5 KG. TAPE TENSION.
 EH3030'
 EH3030'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1824 ***********************************************************************
 FG1824  DESIGNATION -  PHOENIX
 FG1824  PID         -  FG1824
 FG1824  STATE/COUNTY-  AR/POPE
 FG1824  USGS QUAD   -  DOVER (1993)
 FG1824
 FG1824                         *CURRENT SURVEY CONTROL
 FG1824  ___________________________________________________________________
 FG1824* NAD 83(1997)-  35 24 09.72502(N)    093 01 21.05915(W)     ADJUSTED  
 FG1824* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 FG1824  ___________________________________________________________________
 FG1824  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 FG1824  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FG1824
 FG1824  HORZ ORDER  -  SECOND
 FG1824
 FG1824.The horizontal coordinates were established by classical geodetic methods
 FG1824.and adjusted by the National Geodetic Survey in September 1999..
 FG1824
 FG1824.The orthometric height was scaled from a topographic map.
 FG1824
 FG1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1824
 FG1824.The geoid height was determined by GEOID03.
 FG1824
 FG1824;                    North         East     Units Scale Factor Converg.
 FG1824;SPC AR N     -   119,119.291   307,123.121   MT  0.99994093   -0 35 42.0
 FG1824;SPC AR N     -   390,810.54  1,007,619.77   sFT  0.99994093   -0 35 42.0
 FG1824;UTM  15      - 3,917,702.838   497,955.455   MT  0.99960005   -0 00 47.0
 FG1824
 FG1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1824!SPC AR N     -   0.99995099  x   0.99994093  =   0.99989192
 FG1824!UTM  15      -   0.99995099  x   0.99960005  =   0.99955106
 FG1824
 FG1824:                Primary Azimuth Mark                     Grid Az
 FG1824:SPC AR N     -  PHOENIX AZ MK                            075 42 54.3
 FG1824:UTM  15      -  PHOENIX AZ MK                            075 07 59.3
 FG1824
 FG1824|---------------------------------------------------------------------|
 FG1824| PID    Reference Object                     Distance      Geod. Az  |
 FG1824|                                                           dddmmss.s |
 FG1824| CI1949 PHOENIX AZ MK                                      0750712.3 |
 FG1824| CI1950 PHOENIX RM 1                         21.171 METERS 16944     |
 FG1824| CI1951 PHOENIX RM 2                         20.153 METERS 25017     |
 FG1824|---------------------------------------------------------------------|
 FG1824
 FG1824                          SUPERSEDED SURVEY CONTROL
 FG1824
 FG1824  NAD 83(1986)-  35 24 09.73718(N)    093 01 21.05765(W) AD(       ) 2
 FG1824  NAD 27      -  35 24 09.44200(N)    093 01 20.43600(W) AD(       ) 2
 FG1824
 FG1824.Superseded values are not recommended for survey control.
 FG1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1824.See file dsdata.txt to determine how the superseded data were derived.
 FG1824
 FG1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9795517703(NAD 83)
 FG1824_MARKER: DS = TRIANGULATION STATION DISK
 FG1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1824
 FG1824  HISTORY     - Date     Condition        Report By
 FG1824  HISTORY     - 1954     MONUMENTED       CGS
 FG1824  HISTORY     - 1967     GOOD             CGS
 FG1824
 FG1824                          STATION DESCRIPTION
 FG1824
 FG1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1824'THE STATION IS ABOUT 6 MILES SOUTHWEST OF HECTOR, 5 MILES EAST
 FG1824'OF DOVER, 3 MILES NORTHEAST OF MORELAND, 36 FEET NORTH OF A
 FG1824'GRAVELED ROAD, 25 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 FG1824'PINE TREE AND 5 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS
 FG1824'POST.
 FG1824'
 FG1824'TO REACH THE STATION FROM THE POST OFFICE IN MORELAND GO NORTH
 FG1824'ON STATE HIGHWAY 124 FOR 0.1 MILE TO A FORK, TURN LEFT AND GO
 FG1824'NORTH, EAST, NORTH AND WEST ON THE MAIN TRAVELED ROAD FOR
 FG1824'4.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 FG1824'CONTINUE WESTERLY ON THE MAIN TRAVELED ROAD FOR 0.7 MILE TO
 FG1824'THE STATION MARK ON THE RIGHT AS DESCRIBED.
 FG1824'
 FG1824'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FG1824'PHOENIX 1954.
 FG1824'
 FG1824'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE GRAVELED ROAD.
 FG1824'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED PHOENIX
 FG1824'NO 1 1954.
 FG1824'
 FG1824'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE GRAVELED ROAD.
 FG1824'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED PHOENIX
 FG1824'NO 2 1954.
 FG1824'
 FG1824'THE AZIMUTH MARK IS 24 FEET NORTH OF THE GRAVELED ROAD, 2
 FG1824'FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 FG1824'PROJECTS 5 INCHES AND THE DISK IS STAMPED PHOENIX 1954.
 FG1824'
 FG1824'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 FG1824
 FG1824                          STATION RECOVERY (1967)
 FG1824
 FG1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1824'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION,
 FG1824'DUE TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1824'
 FG1824'THE STATION IS LOCATED 6 MILES SOUTHWEST OF HECTOR, 5 MILES
 FG1824'EAST OF DOVER, 3 MILES NORTHEAST OF MORELAND AND ON THE NORTH
 FG1824'SIDE OF A GRADED ROAD.
 FG1824'
 FG1824'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 124 AND 164 IN
 FG1824'MORELAND, GO NORTH ON STATE HIGHWAY 124 FOR 0.2 MILE TO A FORK.
 FG1824'TAKE THE LEFT FORK AND GO NORTH, EAST, NORTH AND WEST ON
 FG1824'GRAVELED ROAD FOR 3.6 MILES TO THE ENTRANCE TO THE FEDERAL
 FG1824'AVIATION AGENCY RADAR FACLITY ON THE LEFT.  CONTINUE AHEAD
 FG1824'AND GO WESTERLY ON GRAVELED ROAD FOR 1.05 MILES TO THE AZIMUTH
 FG1824'MARK ON THE RIGHT.  CONTINUE AHEAD AND GO WESTERLY ON THE
 FG1824'GRAVELED ROAD FOR 0.7 MILE TO THE TOP OF GRADE AND THE STATION
 FG1824'ON THE RIGHT.
 FG1824'
 FG1824'STATION MARK IS A STANDARD DISK, STAMPED PHOENIX 1954, SET
 FG1824'IN THE TOP OF A ROUND CONCRETE POST 5 INCHES.  IT IS 40 FEET
 FG1824'NORTH OF THE CENTER OF THE GRAVELED ROAD, 12 FEET NORTH OF
 FG1824'A FENCE, 5 FEET SOUTHWEST OF A 4X4 WHITE WITNESS POST AND
 FG1824'1.3 FEET EAST OF A METAL WITNESS POST.
 FG1824'
 FG1824'REFERENCE MARK 1 IS A STANDARD DISK, PHOENIX NO 1 1954, SET
 FG1824'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT
 FG1824'IS 31 FEET SOUTH OF THE CENTER OF THE ROAD, 23 FEET NORTH OF A
 FG1824'FENCE, 7 FEET SOUTHEAST OF A POWERLINE POLE, 1.5 FEET WEST
 FG1824'OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 FG1824'STATION MARK.
 FG1824'
 FG1824'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PHOENIX NO 2 1954,
 FG1824'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 FG1824'IT IS 35 FEET NORTH OF THE CENTER OF THE ROAD, 12 FEET NORTH
 FG1824'OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1824'
 FG1824'AZIMUTH MARK IS A STANDARD DISK, STAMPED PHOENIX 1954, SET IN
 FG1824'THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.  IT IS
 FG1824'156 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 FG1824'39 FEET EAST OF A POWERLINE POLE, 26 FEET NORTH OF THE CENTER
 FG1824'OF THE ROAD, 13 FEET EAST OF THE CENTER OF A DRIVEWAY AND 1.5
 FG1824'FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1989 ***********************************************************************
 DK1989  DESIGNATION -  PICKLEN
 DK1989  PID         -  DK1989
 DK1989  STATE/COUNTY-  AR/DESHA
 DK1989  USGS QUAD   -  LAKE CHEATHAM (1972)
 DK1989
 DK1989                         *CURRENT SURVEY CONTROL
 DK1989  ___________________________________________________________________
 DK1989* NAD 83(1997)-  33 48 59.16506(N)    091 09 22.73161(W)     ADJUSTED  
 DK1989* NAVD 88     -        45.88   (+/-2cm)     150.5    (feet)  VERTCON   
 DK1989  ___________________________________________________________________
 DK1989  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DK1989  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK1989
 DK1989  HORZ ORDER  -  FIRST
 DK1989  VERT ORDER  -  THIRD ? (See Below)
 DK1989
 DK1989.The horizontal coordinates were established by classical geodetic methods
 DK1989.and adjusted by the National Geodetic Survey in September 1999..
 DK1989
 DK1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1989.The vertical order pertains to the NGVD 29 superseded value.
 DK1989
 DK1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1989
 DK1989.The geoid height was determined by GEOID03.
 DK1989
 DK1989;                    North         East     Units Scale Factor Converg.
 DK1989;SPC AR S     -   527,845.050   478,104.288   MT  0.99992567   +0 28 19.9
 DK1989;SPC AR S     - 1,731,771.63  1,568,580.48   sFT  0.99992567   +0 28 19.9
 DK1989;UTM  15      - 3,743,331.161   670,637.033   MT  0.99995896   +1 01 34.8
 DK1989
 DK1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1989!SPC AR S     -   0.99999695  x   0.99992567  =   0.99992262
 DK1989!UTM  15      -   0.99999695  x   0.99995896  =   0.99995591
 DK1989
 DK1989:                Primary Azimuth Mark                     Grid Az
 DK1989:SPC AR S     -  PICKLEN AZ MK                            008 16 16.8
 DK1989:UTM  15      -  PICKLEN AZ MK                            007 43 01.9
 DK1989
 DK1989|---------------------------------------------------------------------|
 DK1989| PID    Reference Object                     Distance      Geod. Az  |
 DK1989|                                                           dddmmss.s |
 DK1989| CY7108 PICKLEN AZ MK                                      0084436.7 |
 DK1989| CY7109 PICKLEN AZ MK RESET                                0245216.3 |
 DK1989| DK1988 PICKLEN RM 3                        162.183 METERS 11351     |
 DK1989| CY7110 PICKLEN RM 1                         55.998 METERS 21141     |
 DK1989| CY7111 PICKLEN RM 2                         48.887 METERS 35533     |
 DK1989|---------------------------------------------------------------------|
 DK1989
 DK1989                          SUPERSEDED SURVEY CONTROL
 DK1989
 DK1989  NAD 83(1997)-  33 48 59.16895(N)    091 09 22.73254(W) AD(       ) 1
 DK1989  NAD 83(1986)-  33 48 59.17106(N)    091 09 22.72794(W) AD(       ) 1
 DK1989  NAD 27      -  33 48 58.78590(N)    091 09 22.32881(W) AD(       ) 1
 DK1989  NGVD 29 (07/19/86)   45.96   (m)          150.8    (f) LEVELING    3  
 DK1989
 DK1989.Superseded values are not recommended for survey control.
 DK1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1989.See file dsdata.txt to determine how the superseded data were derived.
 DK1989
 DK1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7063743331(NAD 83)
 DK1989_MARKER: DS = TRIANGULATION STATION DISK
 DK1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1989
 DK1989  HISTORY     - Date     Condition        Report By
 DK1989  HISTORY     - 1940     MONUMENTED       CGS
 DK1989  HISTORY     - 1965     GOOD             CGS
 DK1989  HISTORY     - 1965     GOOD             CGS
 DK1989
 DK1989                          STATION DESCRIPTION
 DK1989
 DK1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK1989'STATION IS LOCATED ABOUT 8 MILES SE OF WATSON AND 8 MILES NE
 DK1989'OF ROHWER, ON LAND OWNED BY MR. J.O. PICKLEN.
 DK1989'
 DK1989'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK1989'BRONZE DISKS SET IN CONCRETE.
 DK1989'
 DK1989'STATION MARK PROJECTS 2 INCHES AND IS 5.5 FEET W OF A WHITE
 DK1989'REFERENCE POST, 39 FEET N OF A 30-INCH SYCAMORE TREE, 36.5
 DK1989'FEET SE OF A 20-INCH PECAN TREE AND ABOUT 400 FEET SE OF
 DK1989'MR. PICKLENS HOUSE.
 DK1989'
 DK1989'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS 1 FOOT N OF A
 DK1989'FENCE ALONG THE LEVEE AND ABOUT ON SAME LEVEL AS STATION.
 DK1989'
 DK1989'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS 6 FEET E OF A
 DK1989'FENCE CORNER AND ABOUT ON THE SAME LEVEL AS THE STATION.
 DK1989'
 DK1989'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS 144 FEET W OF THE
 DK1989'CORNER OF A LARGE HOUSE, 18 FEET SW OF A 20-INCH PECAN TREE
 DK1989'AND 3 FEET S OF A WHITE REFERENCE POST.
 DK1989'
 DK1989'TO REACH AZIMUTH MARK FROM THE STATION, GO N AND E ALONG
 DK1989'LEVEE TO A LARGE HOUSE ON THE LEFT AND AZIMUTH JUST W OF
 DK1989'HOUSE.
 DK1989'
 DK1989'TO REACH STATION FROM KELSO, GO S ON STATE HIGHWAY 1 FOR
 DK1989'0.75 MILE TO A DIRT ROAD LEFT, BEAR LEFT AND GO SE ALONG
 DK1989'BAYOU 1.0 MILE TO A FORK, TAKE LEFT FORK OVER A WOOD BRIDGE
 DK1989'AND FOLLOW DIRT ROAD NE ALONG BAYOU 1.4 MILES TO LEVEE, TURN
 DK1989'LEFT ON BANQUETTE ROAD AND GO 6.35 MILES TO MR. PICKLENS
 DK1989'HOUSE AND STATION.
 DK1989'
 DK1989'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK1989
 DK1989                          STATION RECOVERY (1965)
 DK1989
 DK1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 DK1989'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 DK1989'CONDITION AT THIS TIME.  A HOUSE HAS BEEN BUILT ON LINE TO
 DK1989'THE AZIMUTH MARK AND A NEW AZIMUTH MARK WAS SET AND THE REFERENCE
 DK1989'MARKS WERE CUT IN FROM IT.  THE DIRECTION BETWEEN THE REFERENCE
 DK1989'MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 DK1989'.05 OF A FOOT SHORTER THAN THE PREVIOUS MEASUREMENT AND THE
 DK1989'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.6 OF A FOOT
 DK1989'LONGER.  A REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED TO GAIN
 DK1989'MORE ELEVATION.
 DK1989'
 DK1989'A NEW DESCRIPTION FOLLOWS--
 DK1989'
 DK1989'STATION IS ABOUT 8 MILES SOUTHEAST OF WATSON, 6 MILES WEST OF
 DK1989'KELSO AND ON THE PROPERTY OF MR. J.O. PICKLEN.
 DK1989'
 DK1989'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND
 DK1989'138 IN KELSO, GO SOUTH ON STATE HIGHWAY 1 FOR 0.9 MILE TO A
 DK1989'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON A
 DK1989'GRAVELED ROAD FOR 0.9 MILE TO A FORK AT A SMALL STORE BUILDING.
 DK1989'TAKE THE LEFT FORK ACROSS A CONCRETE BRIDGE AND GO EASTERLY ON A
 DK1989'GRAVELED ROAD FOR 1.4 MILES TO A FORK JUST BEFORE REACHING A
 DK1989'LEVEE.  TAKE THE RIGHT FORK AND GO NORTHEASTERLY ON A GRAVELED
 DK1989'ROAD ALONG THE TOP OF THE LEVEE FOR 6.2 MILES TO A SIDE ROAD
 DK1989'LEFT AND A SPUR LEVEE ON THE RIGHT WHERE THE LEVEE CURVES
 DK1989'SHARPLY NORTH.  REFERENCE MARK 3 IS IN CURVE OF THE ROAD
 DK1989'ON THE RIGHT.  FROM HERE GO WEST LEAVING THE LEVEE FOR 0.1
 DK1989'MILE TO A WOODEN GATE.  PASS THROUGH GATE AND GO WEST
 DK1989'ABOUT 200 FEET TO THE STATION.
 DK1989'
 DK1989'STATION MARK IS A STANDARD DISK STAMPED PICKLEN 1940, SET
 DK1989'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE
 DK1989'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK WAS NOT
 DK1989'INSPECTED.  IT IS 39 FEET NORTHEAST OF A TRIPLE TRUNK PECAN
 DK1989'TREE, 110 FEET WEST OF A 40 INCH OAK TREE, 117 FEET NORTHWEST
 DK1989'OF A 36 INCH SYCAMORE TREE, 122 FEET WEST OF THE SOUTHWEST
 DK1989'CORNER OF A FRAME HOUSE AND 125 FEET NORTH OF A WIRE FENCE.
 DK1989'
 DK1989'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PICKLEN NO
 DK1989'1 1940, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 DK1989'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT NORTH
 DK1989'OF A WIRE FENCE, 7 FEET EAST OF A TRIPLE TRUNK LOCUST TREE
 DK1989'AND 33 FEET NORTHWEST OF A POWER POLE.
 DK1989'
 DK1989'REFERENCE MARK 2, A STANDARD DISK STAMPED PICKLEN NO 2 1940,
 DK1989'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 DK1989'SURFACE OF THE GROUND.  IT IS 27 FEET SOUTHWEST OF A 24 INCH
 DK1989'PECAN TREE, 29 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD
 DK1989'SHED AND 41 FEET NORTHEAST OF AN 18 INCH PECAN TREE.
 DK1989'
 DK1989'REFERENCE MARK 3, A STANDARD DISK STAMPED PICKLEN NO 3 1940,
 DK1989'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 DK1989'SURFACEOF THE GROUND.  IT IS 24 FEET SOUTHEAST OF THE CENTER
 DK1989'OF THE LEVEE ROAD, 56 FEET EAST OF THE CENTER OF A CROSSROAD
 DK1989'AND 51 FEET NORTH OF RIVER GAGE NUMBER 13.
 DK1989'
 DK1989'AZIMUTH MARK, A STANDARD DISK STAMPED PICKLEN 1940 RESET
 DK1989'1964, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 DK1989'WITH THE SURFACEOF THE GROUND.  IT IS 24 FEET NORTH OF MR. TIM
 DK1989'WARGOS MAIL BOX, 9 FEET WEST OF THE CENTER OF THE GRAVELED
 DK1989'ROAD, 1 FOOT SOUTH OF A FENCE POST, AND 1 FOOT SOUTHWEST
 DK1989'OF A WITNESS POST.
 DK1989'
 DK1989'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 DK1989'GRAVELED ROAD FOR 0.35 MILE TO A CATTLE GUARD AND THE MARK
 DK1989'ON THE LEFT.
 DK1989'
 DK1989'NOTE--MARKS WERE MEASURED WITH A 300 FOOT TAPE PULLING 7 KG.
 DK1989'TAPE TENSION.
 DK1989'
 DK1989'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DK1989
 DK1989                          STATION RECOVERY (1965)
 DK1989
 DK1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 DK1989'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DK1989'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE REVERSED
 DK1989'IN THE ORIGINAL DESCRIPTION OF 1940.  THIS WAS CORRECTED IN THE
 DK1989'1965 DESCRIPTION.  A NEW DESCRIPTION FOLLOWS--
 DK1989'
 DK1989'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF WATSON,
 DK1989'6 MILES WEST OF THE COMMUNITY OF KELSO, NEAR THE MISSISSIPPI
 DK1989'RIVER LEVEE AT A RIGHT ANGLE BEND IN THE LEVEE AND LAND OWNED
 DK1989'BY MR. G.L. STEWART, 39 FT. NORTHEAST OF A TRIPLE TRUNK PECAN
 DK1989'TREE, 110 FT. WEST OF A 40 INCH OAK TREE, 117 FT. NORTHWEST
 DK1989'OF A 36 INCH SCYAMORE TREE, 122 FT. WEST OF THE SOUTHWEST
 DK1989'CORNER OF A FRAME HOUSE, 125 FT. NORTH OF WIRE FENCE, 1 FOOT
 DK1989'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DK1989'PICKLEN 1940.  STATION PROJECTS 6 INCHES.
 DK1989'
 DK1989'REFERENCE MARK NO. 1 IS 183.72 FT. SOUTHWEST OF THE STATION, 1
 DK1989'FOOT NORTH OF A WIRE FENCE ALONG NORTH SIDE OF THE LEVEE, 33
 DK1989'FT. NORTHWEST OF A POWER POLE, 7 FT. EAST OF A TRIPLE TRUNK
 DK1989'LOCUST TREE.  IT IS A STANDARD DISK STAMPED PICKLEN NO. 1
 DK1989'1940.  STATION PROJECTS 6 INCHES.
 DK1989'
 DK1989'REFERENCE MARK NO. 2 IS 160.39 FT. NORTH OF STATION, 27 FT.
 DK1989'SOUTH OF SOUTHWEST CORNER OF AN OLD SHED, 41 FT. NORTHEAST
 DK1989'OF AN 18-INCH PECAN TREE.  IT IS A STANDARD DISK STAMPED
 DK1989'PICKLEN NO. 2 1940.  STATION FLUSH WITH GROUND.
 DK1989'
 DK1989'REFERENCE MARK NO. 3 IS 531.96 FT. EAST OF STATION IN THE
 DK1989'BEND OF THE LEVEE, ON TOP OF THE LEVEE, 24 FT. SOUTHEAST
 DK1989'OF THE CENTERLINE OF THE LEVEE ROAD, 50 FT. EAST OF THE
 DK1989'CENTERLINE OF CROSS ROAD ON TOP OF LEVEE, 51 FT. NORTH OF A
 DK1989'RIVER GAUGE NO. 13, ON PROJECTED CENTERLINE OF ROAD LEADING
 DK1989'NORTH, 6 FT. NORTH OF PROJECTED CENTERLINE OF ROAD LEADING
 DK1989'WEST, 2 FT. WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 DK1989'DISK STAMPED PICKLEN NO. 3 1940.  STATION IS FLUSH WITH THE
 DK1989'GROUND.
 DK1989'
 DK1989'THE AZIMUTH MARK IS 0.35 MILE NORTHEAST OF STATION ON TOP OF
 DK1989'THE LEVEE, 24 FT. NORTH OF TIM WARGOS MAILBOX, 9 FT. WEST
 DK1989'OF THE CENTERLINE OF GRAVELED ROAD, 1 FOOT SOUTH OF A FENCE
 DK1989'POST, 1 FOOT SOUTHWEST OF A WITNESS POST, 6 FT. WEST OF
 DK1989'SOUTHWEST END OF A CATTLE GUARD.  IT IS A STANDARD DISK
 DK1989'STAMPED PICKLEN 1940 RESET 1964, FLUSH WITH THE GROUND.
 DK1989'
 DK1989'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND
 DK1989'138 IN KELSO, GO SOUTH ON STATE HIGHWAY NO. 1 FOR 0.9 MILE TO
 DK1989'A GRAVELED SIDE ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON
 DK1989'GRAVELED ROAD FOR 0.9 MILE TO A FORK AT A SMALL STORE BUILDING,
 DK1989'TAKE THE LEFT FORK ACROSS CONCRETE BRIDGE AND GO EASTERLY
 DK1989'ON GRAVELED ROAD FOR 1.4 MILES, JUST BEFORE REACHING LEVEE
 DK1989'TAKE THE RIGHT FORK AND GO NORTHEAST ALONG TOP OF LEVEE FOR
 DK1989'6.2 MILES TO A CROSS ROAD OVER THE LEVEE WHERE LEVEE MAKES
 DK1989'SHARPE TURN TO THE LEFT, (AZIMUTH MARK IS 0.35 MILE NORTH
 DK1989'ALONG LEVEE) TURN LEFT OFF LEVEE AND FOLLOW FENCE LINE BACK
 DK1989'WEST ALONG NORTH SIDE OF LEVEE TO A GATE, TURN RIGHT AND GO
 DK1989'NORTH INTO PECAN ORCHARD FOR 125 FT. TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1988 ***********************************************************************
 DK1988  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1988  DESIGNATION -  PICKLEN RM 3
 DK1988  PID         -  DK1988
 DK1988  STATE/COUNTY-  AR/DESHA
 DK1988  USGS QUAD   -  LAKE CHEATHAM (1972)
 DK1988
 DK1988                         *CURRENT SURVEY CONTROL
 DK1988  ___________________________________________________________________
 DK1988* NAD 83(1997)-  33 48 57.03622(N)    091 09 16.96404(W)     ADJUSTED  
 DK1988* NAVD 88     -        52.47   (meters)     172.1    (feet)  GPS OBS   
 DK1988  ___________________________________________________________________
 DK1988  X           -    -106,900.696 (meters)                     COMP
 DK1988  Y           -  -5,303,597.965 (meters)                     COMP
 DK1988  Z           -   3,529,508.134 (meters)                     COMP
 DK1988  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DK1988  ELLIP HEIGHT-          26.00  (meters)          (11/18/03) GPS OBS
 DK1988  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK1988
 DK1988  HORZ ORDER  -  B
 DK1988  ELLP ORDER  -  FOURTH    CLASS I
 DK1988
 DK1988.The horizontal coordinates were established by GPS observations
 DK1988.and adjusted by the National Geodetic Survey in November 2003..
 DK1988
 DK1988.The orthometric height was determined by GPS observations and a
 DK1988.high-resolution geoid model using precise GPS observation and
 DK1988.processing techniques.
 DK1988
 DK1988.Photographs are available for this station.
 DK1988
 DK1988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1988
 DK1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1988
 DK1988.The ellipsoidal height was determined by GPS observations
 DK1988.and is referenced to NAD 83.
 DK1988
 DK1988.The geoid height was determined by GEOID03.
 DK1988
 DK1988;                    North         East     Units Scale Factor Converg.
 DK1988;SPC AR S     -   527,780.689   478,253.141   MT  0.99992571   +0 28 23.2
 DK1988;SPC AR S     - 1,731,560.48  1,569,068.85   sFT  0.99992571   +0 28 23.2
 DK1988;UTM  15      - 3,743,268.241   670,786.506   MT  0.99995959   +1 01 37.9
 DK1988
 DK1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1988!SPC AR S     -   0.99999592  x   0.99992571  =   0.99992163
 DK1988!UTM  15      -   0.99999592  x   0.99995959  =   0.99995551
 DK1988
 DK1988:                Primary Azimuth Mark                     Grid Az
 DK1988:SPC AR S     -  PICKLEN AZ MK                            004 55 18.1
 DK1988:UTM  15      -  PICKLEN AZ MK                            004 22 03.4
 DK1988
 DK1988|---------------------------------------------------------------------|
 DK1988| PID    Reference Object                     Distance      Geod. Az  |
 DK1988|                                                           dddmmss.s |
 DK1988| CY7108 PICKLEN AZ MK                                      0052341.3 |
 DK1988| DK1985 ROSEDALE MASTER ANTEN SYS MAST      APPROX.12.1 KM 0742035.3 |
 DK1988| DK1989 PICKLEN                             162.183 METERS 29351     |
 DK1988|---------------------------------------------------------------------|
 DK1988
 DK1988                          SUPERSEDED SURVEY CONTROL
 DK1988
 DK1988  NAD 83(1997)-  33 48 57.03859(N)    091 09 16.96461(W) AD(       ) 1
 DK1988  NAD 83(1997)-  33 48 57.04245(N)    091 09 16.96555(W) AD(       ) 1
 DK1988  NAD 83(1986)-  33 48 57.04464(N)    091 09 16.96108(W) AD(       ) 1
 DK1988  NAD 27      -  33 48 56.65932(N)    091 09 16.56197(W) AD(       ) 1
 DK1988
 DK1988.Superseded values are not recommended for survey control.
 DK1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1988.See file dsdata.txt to determine how the superseded data were derived.
 DK1988
 DK1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7078743268(NAD 83)
 DK1988_MARKER: DR = REFERENCE MARK DISK
 DK1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1988_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1988_STAMPING: PICKLIN NO 3 1940
 DK1988_MARK LOGO: CGS   
 DK1988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1988+STABILITY: SURFACE MOTION
 DK1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1988+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003
 DK1988
 DK1988  HISTORY     - Date     Condition        Report By
 DK1988  HISTORY     - 1964     MONUMENTED       CGS
 DK1988  HISTORY     - 19710407 GOOD             USGS
 DK1988  HISTORY     - 19720203 GOOD             USGS
 DK1988  HISTORY     - 20020723 GOOD             PYBURN
 DK1988  HISTORY     - 20020923 GOOD             PYBURN
 DK1988  HISTORY     - 20030727 GOOD             EMCINC
 DK1988
 DK1988                          STATION DESCRIPTION
 DK1988
 DK1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 DK1988'STATION IS LOCATED ON THE TOP OF A FLOOD CONTROL LEVEE, ABOUT
 DK1988'8 MILES SOUTHEAST OF WATSON, 8 MILES NORTHEAST OF ROHWER, AND
 DK1988'ON PROPERTY CONTROLLED BY THE LEVEE BOARD.
 DK1988'
 DK1988'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DK1988'1 AND 138 IN KELSO, GO SOUTH ON STATE HIGHWAY 1 FOR 0.9 MILE
 DK1988'TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 DK1988'ON A GRAVELED ROAD FOR 0.9 MILE TO A FORK AT A SMALL STORE
 DK1988'BUILDING.  TAKE THE LEFT FORK ACROSS A BRIDGE AND GO EASTERLY
 DK1988'ON A GRAVELED ROAD FOR 1.4 MILES TO A FORK JUST BEFORE REACHING
 DK1988'A LEVEE.  TAKE THE RIGHT FORK AND GO NORTHEASTERLY ON A
 DK1988'GRAVELED ROAD ON TOP OF THE LEVEE FOR 6.2 MILES TO A SIDE
 DK1988'ROAD LEFT AND A SPUR LEVEE ON THE RIGHT AND THE STATION ON
 DK1988'THE RIGHT WHERE THE ROAD CURVES SHARPLY TO THE NORTH.
 DK1988'
 DK1988'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED PICKLEN
 DK1988'NO. 3 1964.  THE SURFACE DISK IS SET IN A ROUND CONCRETE
 DK1988'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DK1988'56 FEET EAST OF THE INTERSECTION OF THE SIDE ROAD AND A LEVEE
 DK1988'SPUR, 51 FEET NORTH OF RIVER GAGE NUMBER 13, AND 24 FEET
 DK1988'SOUTHEAST OF THE GRAVELED ROAD.  THE UNDERGROUND DISK IS SET
 DK1988'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 DK1988'OF THE GROUND.
 DK1988'
 DK1988'PICKLEN 1940 IS A STANDARD STATION MARK DISK STAMPED PICKLEN
 DK1988'1940.  THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 DK1988'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 125 FEET NORTH OF A
 DK1988'WIRE FENCE, 122 FEET WEST OF THE SOUTHWEST CORNER OF AN OLD FRAME
 DK1988'HOUSE 117 FEET NORTHWEST OF A 36 INCH SYCAMORE TREE, 110 FEET
 DK1988'WEST OF A 40 INCH OAK TREE, AND 39 FEET NORTHEAST OF A TRIPLE
 DK1988'TRUNK PECAN TREE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 DK1988'
 DK1988'AZIMUTH MARK, A STANDARD DISK STAMPED PICKLEN 1940 RESET 1964,
 DK1988'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 DK1988'SURFACE OF THE GROUND.  IT IS 24 FEET NORTH OF MR. TIM WARGOS
 DK1988'MAIL BOX, 9 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 DK1988'1 FOOT SOUTH OF A FENCE POST, AND 1 FOOT SOUTHWEST OF A WITNESS
 DK1988'POST.
 DK1988'
 DK1988'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 DK1988'GRAVELED ROAD FOR 0.35 MILE TO A CATTLE GUARD AND THE MARK ON THE
 DK1988'LEFT.
 DK1988'
 DK1988'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1988
 DK1988                          STATION RECOVERY (1971)
 DK1988
 DK1988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 DK1988'RECOVERED IN GOOD CONDITION.
 DK1988
 DK1988                          STATION RECOVERY (1972)
 DK1988
 DK1988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RSP)
 DK1988'RECOVERED IN GOOD CONDITION.
 DK1988
 DK1988                          STATION RECOVERY (2002)
 DK1988
 DK1988'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK1988'RECOVERED AS DESCRIBED
 DK1988'IPYBURN
 DK1988'
 DK1988
 DK1988                          STATION RECOVERY (2002)
 DK1988
 DK1988'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK1988'RECOVERED AS DESCRIBEDIPYBURN
 DK1988
 DK1988                          STATION RECOVERY (2003)
 DK1988
 DK1988'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DK1988'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DK1988'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1999 ***********************************************************************
 EJ1999  DESIGNATION -  PIGEON
 EJ1999  PID         -  EJ1999
 EJ1999  STATE/COUNTY-  AR/MONTGOMERY
 EJ1999  USGS QUAD   -  BONNERDALE (1966)
 EJ1999
 EJ1999                         *CURRENT SURVEY CONTROL
 EJ1999  ___________________________________________________________________
 EJ1999* NAD 83(1997)-  34 24 02.38385(N)    093 27 02.20221(W)     ADJUSTED  
 EJ1999* NAVD 88     -       457.5    (meters)    1501.     (feet)  VERTCON   
 EJ1999  ___________________________________________________________________
 EJ1999  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 EJ1999  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EJ1999
 EJ1999  HORZ ORDER  -  SECOND
 EJ1999
 EJ1999.The horizontal coordinates were established by classical geodetic methods
 EJ1999.and adjusted by the National Geodetic Survey in September 1999..
 EJ1999
 EJ1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1999
 EJ1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1999
 EJ1999.The geoid height was determined by GEOID03.
 EJ1999
 EJ1999;                    North         East     Units Scale Factor Converg.
 EJ1999;SPC AR S     -   593,268.253   266,630.644   MT  0.99993883   -0 48 42.8
 EJ1999;SPC AR S     - 1,946,414.26    874,770.70   sFT  0.99993883   -0 48 42.8
 EJ1999;UTM  15      - 3,806,674.073   458,583.219   MT  0.99962114   -0 15 16.5
 EJ1999
 EJ1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1999!SPC AR S     -   0.99993254  x   0.99993883  =   0.99987138
 EJ1999!UTM  15      -   0.99993254  x   0.99962114  =   0.99955371
 EJ1999
 EJ1999|---------------------------------------------------------------------|
 EJ1999| PID    Reference Object                     Distance      Geod. Az  |
 EJ1999|                                                           dddmmss.s |
 EJ1999| EJ1998 PIGEON ROOST LOT                     14.500 METERS 06930     |
 EJ1999| CX6050 PIGEON RM 1                          11.730 METERS 07450     |
 EJ1999| CX6051 PIGEON RM 2                          14.829 METERS 20011     |
 EJ1999| EJ2001 HIGH                                APPROX.16.3 KM 2992211.9 |
 EJ1999|---------------------------------------------------------------------|
 EJ1999
 EJ1999                          SUPERSEDED SURVEY CONTROL
 EJ1999
 EJ1999  NAD 83(1997)-  34 24 02.39310(N)    093 27 02.19645(W) AD(       ) 2
 EJ1999  NAD 83(1986)-  34 24 02.39353(N)    093 27 02.19420(W) AD(       ) 2
 EJ1999  NAD 27      -  34 24 02.04940(N)    093 27 01.52470(W) AD(       ) 2
 EJ1999  NGVD 29 (07/19/86)  457.5    (m)         1501.     (f) VERT ANG       
 EJ1999
 EJ1999.Superseded values are not recommended for survey control.
 EJ1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1999.See file dsdata.txt to determine how the superseded data were derived.
 EJ1999
 EJ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5858306674(NAD 83)
 EJ1999_MARKER: DS = TRIANGULATION STATION DISK
 EJ1999_SETTING: 80 = SET IN A BOULDER
 EJ1999_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ1999
 EJ1999  HISTORY     - Date     Condition        Report By
 EJ1999  HISTORY     - 1956     MONUMENTED       CGS
 EJ1999  HISTORY     - 1957     GOOD             CGS
 EJ1999  HISTORY     - 1961     GOOD             CGS
 EJ1999
 EJ1999                          STATION DESCRIPTION
 EJ1999
 EJ1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1999'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST AT THE
 EJ1999'SITE OF THE PIGEON ROOST LOOKOUT TOWER.  IT IS ABOUT 24 MILES
 EJ1999'SOUTHWEST OF HOT SPRINGS AND ABOUT 4 MILES WEST-SOUTHWEST OF
 EJ1999'BONNERDALE, ON THE SUMMIT OF A WOODED RIDGE.
 EJ1999'
 EJ1999'TO REACH FROM THE BONNERDALE POST OFFICE, GO WEST ON U.S.
 EJ1999'HIGHWAY 70 FOR 4.4 MILES TO A GRAVEL SIDE ROAD RIGHT AT THE
 EJ1999'MT TABOR GROCERY AND FEED STORE.  TURN RIGHT (NORTH) AND GO
 EJ1999'1.5 MILES TO A FORK.  KEEP LEFT (NORTHWEST) AND GO 0.7 MILE
 EJ1999'TO A FORK.  KEEP LEFT (NORTHWEST) AND GO 1.8 MILES TO LOOKOUT
 EJ1999'TOWER AND STATION.
 EJ1999'
 EJ1999'THE STATION MARK, STAMPED PIGEON 1956, IS A STANDARD BRONZE
 EJ1999'DISK SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 INCHES.
 EJ1999'IT IS 101 FEET WEST OF THE WEST SIDE OF THE RANGERS HOUSE AND 15
 EJ1999'FEET NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD.
 EJ1999'
 EJ1999'REFERENCE MARK 1, STAMPED PIGEON NO 1 1956, IS A STANDARD
 EJ1999'BRONZE DISK SET IN THE CONCRETE FOUNDATION OF THE SOUTHWEST
 EJ1999'LEG OF THE LOOKOUT TOWER.  IT IS FLUSH WITH THE SURFACE OF
 EJ1999'THE GROUND.
 EJ1999'
 EJ1999'REFERENCE MARK 2, STAMPED PIGEON NO 2 1956, IS A STANDARD
 EJ1999'BRONZE DISK SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EJ1999'ABOUT 12 INCHES.  IT IS 20 FEET SOUTH OF THE CENTERLINE OF
 EJ1999'THE ENTRANCE ROAD AND 3 FEET SOUTHWEST OF THE POINT WHERE
 EJ1999'THE SOUTHWEST GUY CABLE OF THE LOOKOUT TOWER IS ANCHORED.
 EJ1999'
 EJ1999'NO AZIMUTH MARK WAS ESTABLISHED.
 EJ1999'
 EJ1999'PIGEON ROOST LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE
 EJ1999'WITH A CABIN AT THE TOP.  IT IS 58 FEET IN HEIGHT.  THE POINT
 EJ1999'TRAVERSED TO WAS THE CENTER OF THE TOWER AT GROUND LEVEL.
 EJ1999
 EJ1999                          STATION RECOVERY (1957)
 EJ1999
 EJ1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1999'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 EJ1999'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 EJ1999'
 EJ1999'THE ORIGINAL DESCRIPTION WAS ADEQUATE AND THE HORIZONTAL
 EJ1999'MEASUREMENT WAS CHECKED.
 EJ1999'
 EJ1999'THE MARKS WERE STAMPED AS FOLLOWS--STATION MARK PIDGEON 1956,
 EJ1999'REFERENCE MARK NO. 1, PIDGEON NO 1 1956 AND REFERENCE MARK NO.
 EJ1999'2 IS PIDGEON NO 2 1956.
 EJ1999
 EJ1999                          STATION RECOVERY (1961)
 EJ1999
 EJ1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ1999'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ1999'CONDITION.
 EJ1999'
 EJ1999'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EJ1999'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0094 ***********************************************************************
 DL0094  DESIGNATION -  PIGEON HILL BOLT
 DL0094  PID         -  DL0094
 DL0094  STATE/COUNTY-  AR/UNION
 DL0094  USGS QUAD   -  MORO BAY (1981)
 DL0094
 DL0094                         *CURRENT SURVEY CONTROL
 DL0094  ___________________________________________________________________
 DL0094* NAD 83(1986)-  33 16 46.     (N)    092 21 30.     (W)     SCALED    
 DL0094* NAVD 88     -        27.904  (meters)      91.55   (feet)  ADJUSTED  
 DL0094  ___________________________________________________________________
 DL0094  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0094  DYNAMIC HT  -          27.874 (meters)      91.45  (feet)  COMP
 DL0094  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DL0094
 DL0094  VERT ORDER  -  FIRST     CLASS II
 DL0094
 DL0094.The horizontal coordinates were scaled from a topographic map and have
 DL0094.an estimated accuracy of +/- 6 seconds.
 DL0094
 DL0094.The orthometric height was determined by differential leveling
 DL0094.and adjusted by the National Geodetic Survey in June 1991..
 DL0094
 DL0094.The geoid height was determined by GEOID03.
 DL0094
 DL0094.The dynamic height is computed by dividing the NAVD 88
 DL0094.geopotential number by the normal gravity value computed on the
 DL0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0094.degrees latitude (g = 980.6199 gals.).
 DL0094
 DL0094.The modeled gravity was interpolated from observed gravity values.
 DL0094
 DL0094;                    North         East    Units  Estimated Accuracy
 DL0094;SPC AR S     -   468,020.      366,620.      MT  (+/- 180 meters Scaled)
 DL0094
 DL0094                          SUPERSEDED SURVEY CONTROL
 DL0094
 DL0094  NGVD 29 (??/??/92)   27.951  (m)           91.70   (f) ADJ UNCH    1 2
 DL0094
 DL0094.Superseded values are not recommended for survey control.
 DL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0094.See file dsdata.txt to determine how the superseded data were derived.
 DL0094
 DL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS597824(NAD 83)
 DL0094_MARKER: B = BOLT
 DL0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0094
 DL0094  HISTORY     - Date     Condition        Report By
 DL0094  HISTORY     - UNK      MONUMENTED       USE
 DL0094  HISTORY     - 1960     GOOD             NGS
 DL0094  HISTORY     - 1964     GOOD             NGS
 DL0094
 DL0094                          STATION DESCRIPTION
 DL0094
 DL0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0094'12.85 MI E FROM OLD UNION.
 DL0094'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH AT
 DL0094'OLD UNION, THENCE 12.65 MILES EAST ALONG STATE HIGHWAY 15, IN SECTION
 DL0094'32, T 16 S, R 12 W, 0.55 MILE NORTH OF THE OAK GROVE BAPTIST CHURCH,
 DL0094'260 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 343 FEET SOUTH
 DL0094'OF THE SOUTH BANK OF THE OUACHITA RIVER, ON THE NORTHWEST SLOPE OF A
 DL0094'SMALL HILL, 92 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 195
 DL0094'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LOG CABIN, 91 FEET
 DL0094'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE ON TOP OF THE HILL,
 DL0094'43 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CABIN AT THE FOOT OF
 DL0094'THE HILL, 63.3 FEET SOUTH-SOUTHWEST OF A DOUBLE BRACED POWER POLE, 8.7
 DL0094'FEET EAST OF A METAL WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL OF
 DL0094'THE ROAD, A COPPER BOLT SET IN THE TOP OF A LIMESTONE BLOCK ABOUT 4
 DL0094'FEET UNDERGROUND.  ACCESS TO WHICH IS HAD THROUGH A 6-INCH IRON PIPE.
 DL0094'NOTE-- TO REACH THIS MARK FROM THE OAK GROVE CHURCH, FOLLOW HIGHWAY
 DL0094'NORTHERLY FOR 0.5 MILE TO A DIM ROAD AND SMALL CABIN ON RIGHT AT
 DL0094'BOTTOM OF HILL, TURN RIGHT FOR 0.05 MILE TO MARK ON RIGHT AS
 DL0094'ORIGINALLY DESCRIBED.
 DL0094
 DL0094                          STATION RECOVERY (1964)
 DL0094
 DL0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0095 ***********************************************************************
 DL0095  DESIGNATION -  PIGEON HILL CAP
 DL0095  PID         -  DL0095
 DL0095  STATE/COUNTY-  AR/UNION
 DL0095  USGS QUAD   -  MORO BAY (1981)
 DL0095
 DL0095                         *CURRENT SURVEY CONTROL
 DL0095  ___________________________________________________________________
 DL0095* NAD 83(1986)-  33 16 46.     (N)    092 21 30.     (W)     SCALED    
 DL0095* NAVD 88     -        29.137  (meters)      95.59   (feet)  ADJUSTED  
 DL0095  ___________________________________________________________________
 DL0095  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0095  DYNAMIC HT  -          29.106 (meters)      95.49  (feet)  COMP
 DL0095  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DL0095
 DL0095  VERT ORDER  -  FIRST     CLASS II
 DL0095
 DL0095.The horizontal coordinates were scaled from a topographic map and have
 DL0095.an estimated accuracy of +/- 6 seconds.
 DL0095
 DL0095.The orthometric height was determined by differential leveling
 DL0095.and adjusted by the National Geodetic Survey in June 1991..
 DL0095
 DL0095.The geoid height was determined by GEOID03.
 DL0095
 DL0095.The dynamic height is computed by dividing the NAVD 88
 DL0095.geopotential number by the normal gravity value computed on the
 DL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0095.degrees latitude (g = 980.6199 gals.).
 DL0095
 DL0095.The modeled gravity was interpolated from observed gravity values.
 DL0095
 DL0095;                    North         East    Units  Estimated Accuracy
 DL0095;SPC AR S     -   468,020.      366,620.      MT  (+/- 180 meters Scaled)
 DL0095
 DL0095                          SUPERSEDED SURVEY CONTROL
 DL0095
 DL0095  NGVD 29 (??/??/92)   29.185  (m)           95.75   (f) ADJ UNCH    1 2
 DL0095
 DL0095.Superseded values are not recommended for survey control.
 DL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0095.See file dsdata.txt to determine how the superseded data were derived.
 DL0095
 DL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS597824(NAD 83)
 DL0095_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0095
 DL0095  HISTORY     - Date     Condition        Report By
 DL0095  HISTORY     - UNK      MONUMENTED       USE
 DL0095  HISTORY     - 1960     GOOD             NGS
 DL0095  HISTORY     - 1964     GOOD             NGS
 DL0095
 DL0095                          STATION DESCRIPTION
 DL0095
 DL0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0095'12.85 MI E FROM OLD UNION.
 DL0095'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH AT
 DL0095'OLD UNION, THENCE 12.65 MILES EAST ALONG STATE HIGHWAY 15, IN SECTION
 DL0095'32, T 16 S, R 12 W, 0.55 MILE NORTH OF THE OAK GROVE BAPTIST CHURCH,
 DL0095'260 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 343 FEET SOUTH
 DL0095'OF THE SOUTH BANK OF THE OUACHITA RIVER, ON THE NORTHWEST SLOPE OF A
 DL0095'SMALL HILL, 92 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 195
 DL0095'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LOG CABIN, 91 FEET
 DL0095'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE ON TOP OF THE HILL,
 DL0095'43 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CABIN AT THE FOOT OF
 DL0095'THE HILL, 63.3 FEET SOUTH-SOUTHWEST OF A DOUBLE BRACED POWER POLE, 8.7
 DL0095'FEET EAST OF A METAL WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL OF
 DL0095'THE ROAD, A 6-INCH IRON PIPE, ON THE TOP OF WHICH IS BOLTED AN IRON
 DL0095'CAP HAVING THE LETTERS USEBM CAST ON THE TOP AND WHICH PROJECTS 1
 DL0095'FOOT.  TO REACH THIS MARK FROM THE OAK GROVE CHURCH, FOLLOW HIGHWAY
 DL0095'NORTHERLY FOR 0.5 MILE TO A DIM ROAD AND SMALL CABIN ON RIGHT AT
 DL0095'BOTTOM OF HILL, TURN RIGHT FOR 0.05 MILE TO MARK ON RIGHT AS
 DL0095'ORIGINALLY DESCRIBED.
 DL0095
 DL0095                          STATION RECOVERY (1964)
 DL0095
 DL0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1998 ***********************************************************************
 EJ1998  DESIGNATION -  PIGEON ROOST LOT
 EJ1998  PID         -  EJ1998
 EJ1998  STATE/COUNTY-  AR/MONTGOMERY
 EJ1998  USGS QUAD   -  BONNERDALE (1966)
 EJ1998
 EJ1998                         *CURRENT SURVEY CONTROL
 EJ1998  ___________________________________________________________________
 EJ1998* NAD 83(1997)-  34 24 02.54860(N)    093 27 01.67043(W)     ADJUSTED  
 EJ1998* NAVD 88     -                                                        
 EJ1998  ___________________________________________________________________
 EJ1998  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 EJ1998  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EJ1998
 EJ1998  HORZ ORDER  -  THIRD
 EJ1998
 EJ1998.The horizontal coordinates were established by classical geodetic methods
 EJ1998.and adjusted by the National Geodetic Survey in September 1999..
 EJ1998
 EJ1998
 EJ1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1998
 EJ1998.The geoid height was determined by GEOID03.
 EJ1998
 EJ1998;                    North         East     Units Scale Factor Converg.
 EJ1998;SPC AR S     -   593,273.136   266,644.296   MT  0.99993884   -0 48 42.5
 EJ1998;SPC AR S     - 1,946,430.28    874,815.49   sFT  0.99993884   -0 48 42.5
 EJ1998;UTM  15      - 3,806,679.088   458,596.819   MT  0.99962113   -0 15 16.2
 EJ1998
 EJ1998                          SUPERSEDED SURVEY CONTROL
 EJ1998
 EJ1998  NAD 83(1997)-  34 24 02.55785(N)    093 27 01.66467(W) AD(       ) 4
 EJ1998  NAD 83(1986)-  34 24 02.55828(N)    093 27 01.66242(W) AD(       ) 4
 EJ1998  NAD 27      -  34 24 02.21400(N)    093 27 00.99300(W) AD(       ) 3
 EJ1998
 EJ1998.Superseded values are not recommended for survey control.
 EJ1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1998.See file dsdata.txt to determine how the superseded data were derived.
 EJ1998
 EJ1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5859706679(NAD 83)
 EJ1998_MARKER: 57 = LOOKOUT TOWER
 EJ1998
 EJ1998  HISTORY     - Date     Condition        Report By
 EJ1998  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ1998
 EJ1998                          STATION DESCRIPTION
 EJ1998
 EJ1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1998'THE STATION IS ABOUT 9-1/2 MILES EAST-NORTHEAST OF CADDO GAP,
 EJ1998'ABOUT 9 MILES SOUTHWEST OF PEARCY, AND ABOUT 5-1/2 MILES EAST
 EJ1998'AND 5 MILES NORTH OF GLENWOOD.
 EJ1998'
 EJ1998'THE STATION IS A STANDARD STEEL LOOKOUT TOWER OF THE U.S.
 EJ1998'FOREST SERVICE.  A TRAVERSE CONNECTION WAS MADE FROM THE
 EJ1998'APPROXIMATE CENTER OF THE TOWER TO THE TRIANGULATION STATION
 EJ1998'PIGEON.  THE DISTANCE BEING 47.60 FEET(14.508 METERS)
 EJ1998'EAST-NORTHEAST OF THE STATION.  THE TOWER IS 58 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0071 ***********************************************************************
 GE0071  DESIGNATION -  PIGGOTT
 GE0071  PID         -  GE0071
 GE0071  STATE/COUNTY-  AR/CLAY
 GE0071  USGS QUAD   -  PIGGOTT (1984)
 GE0071
 GE0071                         *CURRENT SURVEY CONTROL
 GE0071  ___________________________________________________________________
 GE0071* NAD 83(1997)-  36 22 58.01929(N)    090 11 33.41500(W)     ADJUSTED  
 GE0071* NAVD 88     -        91.814  (meters)     301.23   (feet)  ADJUSTED  
 GE0071  ___________________________________________________________________
 GE0071  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 GE0071  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GE0071  DYNAMIC HT  -          91.739 (meters)     300.98  (feet)  COMP
 GE0071  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GE0071
 GE0071  HORZ ORDER  -  SECOND
 GE0071  VERT ORDER  -  FIRST     CLASS II
 GE0071
 GE0071.The horizontal coordinates were established by classical geodetic methods
 GE0071.and adjusted by the National Geodetic Survey in September 1999..
 GE0071
 GE0071.The orthometric height was determined by differential leveling
 GE0071.and adjusted by the National Geodetic Survey in June 1991..
 GE0071
 GE0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0071
 GE0071.The geoid height was determined by GEOID03.
 GE0071
 GE0071.The dynamic height is computed by dividing the NAVD 88
 GE0071.geopotential number by the normal gravity value computed on the
 GE0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0071.degrees latitude (g = 980.6199 gals.).
 GE0071
 GE0071.The modeled gravity was interpolated from observed gravity values.
 GE0071
 GE0071;                    North         East     Units Scale Factor Converg.
 GE0071;SPC AR N     -   228,868.306   562,165.549   MT  1.00003296   +1 03 06.2
 GE0071;SPC AR N     -   750,878.77  1,844,371.47   sFT  1.00003296   +1 03 06.2
 GE0071;SPC MO E     -    61,007.322   277,578.587   MT  0.99994270   +0 10 56.4
 GE0071;UTM  15      - 4,030,067.339   751,824.616   MT  1.00038140   +1 39 58.1
 GE0071
 GE0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0071!SPC AR N     -   0.99999009  x   1.00003296  =   1.00002305
 GE0071!SPC MO E     -   0.99999009  x   0.99994270  =   0.99993279
 GE0071!UTM  15      -   0.99999009  x   1.00038140  =   1.00037149
 GE0071
 GE0071|---------------------------------------------------------------------|
 GE0071| PID    Reference Object                     Distance      Geod. Az  |
 GE0071|                                                           dddmmss.s |
 GE0071| GE0070 P 7 126                              10.417 METERS 01727     |
 GE0071| GE0072 PIGGOTT RM 2                         32.263 METERS 09329     |
 GE0071| CI5269 PIGGOTT RM 3                         10.524 METERS 11941     |
 GE0071| CI5268 PIGGOTT AZ MK                                      2104922.7 |
 GE0071| GE0988 JOHNSON                             APPROX. 4.8 KM 3340041.8 |
 GE0071|---------------------------------------------------------------------|
 GE0071
 GE0071                          SUPERSEDED SURVEY CONTROL
 GE0071
 GE0071  NAD 83(1986)-  36 22 58.02376(N)    090 11 33.41420(W) AD(       ) 2
 GE0071  NAD 27      -  36 22 57.80500(N)    090 11 33.05920(W) AD(       ) 2
 GE0071  NGVD 29 (??/??/92)   91.805  (m)          301.20   (f) ADJ UNCH    1 2
 GE0071
 GE0071.Superseded values are not recommended for survey control.
 GE0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0071.See file dsdata.txt to determine how the superseded data were derived.
 GE0071
 GE0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5182530067(NAD 83)
 GE0071_MARKER: DS = TRIANGULATION STATION DISK
 GE0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0071_STAMPING: PIGGOTT 1954
 GE0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0071+STABILITY: SURFACE MOTION
 GE0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0071+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 GE0071
 GE0071  HISTORY     - Date     Condition        Report By
 GE0071  HISTORY     - 1954     MONUMENTED       CGS
 GE0071  HISTORY     - 1956     GOOD             NGS
 GE0071  HISTORY     - 1970     GOOD             NGS
 GE0071  HISTORY     - 20050405 GOOD             USACE
 GE0071
 GE0071                          STATION DESCRIPTION
 GE0071
 GE0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0071'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE COURTHOUSE
 GE0071'SQUARE IN PIGGOTT, 41 FEET SOUTH OF THE CENTER OF A SIDEWALK, 34
 GE0071'FEET SOUTHEAST OF A LARGE SYCAMORE TREE, AND 24 FEET EAST OF THE
 GE0071'CENTER OF A SIDEWALK.  IT IS SET FLUSH AND IS STAMPED PIGGOTT
 GE0071'1954.
 GE0071'
 GE0071'R.M. NO. 1 IS A U.S. ENGINEERS MARK, P-7-126, 17.5 FEET EAST OF
 GE0071'THE CENTER OF A SIDEWALK ON THE WEST SIDE OF THE SQUARE AND 7 FEET
 GE0071'SOUTH OF THE CENTER OF THE SIDEWALK PASSING ALONG THE NORTH SIDE
 GE0071'OF THE SQUARE.  IT IS SET IN A CONCRETE POST ABOUT 8 INCHES IN
 GE0071'DIAMETER, PROJECTS ABOUT 3 INCHES, AND IS STAMPED P-7-126.
 GE0071'
 GE0071'R.M. NO. 2 IS SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK AT THE
 GE0071'NORTH SIDE OF THE SQUARE, 30.5 FEET EAST OF A LAMP POST, 6 FEET
 GE0071'WEST OF A TELEPHONE POLE, AND 2.5 FEET SOUTH OF THE STREET CURB.
 GE0071'IT IS SET FLUSH AND IS STAMPED PIGGOTT NO 2 1954.
 GE0071'
 GE0071'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 103.09 FEET.
 GE0071'
 GE0071'THE AZIMUTH MARK IS AT THE NORTHERN END OF A CEMETERY, 30 FEET
 GE0071'EAST OF THE CENTER OF A GRAVELED STREET, 9 FEET NORTH OF A FENCE
 GE0071'CORNER POST, 2 FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST
 GE0071'OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED PIGGOTT 1954.
 GE0071'
 GE0071'THE STATION MAY BE REACHED BY GOING TO THE CLAY COUNTY COURTHOUSE
 GE0071'SQUARE IN PIGGOTT AND THE STATION IN THE NORTHWEST CORNER OF THE
 GE0071'SQUARE AS DESCRIBED.
 GE0071'
 GE0071'TO REACH THE AZIMUTH MARK FROM THE SOUTHWEST CORNER OF THE
 GE0071'COURTHOUSE SQUARE IN PIGGOTT GO WEST ON A PAVED STREET FOR 0.1
 GE0071'MILE TO A T-ROAD LEFT, TURN LEFT AND GO SOUTH ON A MACADAM STREET
 GE0071'FOR 0.65 MILE TO THE NORTH END OF A CEMETERY AND THE AZIMUTH
 GE0071'MARK ON THE LEFT AS DESCRIBED.
 GE0071'
 GE0071'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0071
 GE0071                          STATION RECOVERY (1956)
 GE0071
 GE0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GE0071'AT PIGGOTT.
 GE0071'AT PIGGOTT, NEAR THE NORTH CORNER OF COURT HOUSE LAWN, ABOUT 0.15
 GE0071'MILE NORTHWEST ALONG U.S. HIGHWAY 62 FROM THE ST. LOUIS
 GE0071'SOUTHWESTERN RAILWAY STATION, 103 FEET NORTH-NORTHWEST OF NORTH
 GE0071'CORNER OF COURT HOUSE, 21 FEET SOUTHEAST OF SOUTHEAST EDGE OF A
 GE0071'SIDE WALK ALONG NORTHWEST SIDE OF COURT HOUSE LAWN, 38 FEET
 GE0071'SOUTHWEST OF SOUTHWEST EDGE OF SIDE WALK ALONG THE NORTHEAST SIDE
 GE0071'OF COURT HOUSE LAWN, 34.2 FEET SOUTH OF BM P-7-126 (U.S.F.),
 GE0071'105.17 FEET WEST OF RM NO. 2, 28 FEET EAST-NORTHEAST OF A 24-INCH
 GE0071'SYCAMORE TREE, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GE0071'FLUSH WITH LAWN.
 GE0071
 GE0071                          STATION RECOVERY (1970)
 GE0071
 GE0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0071'THE STATION MARK, REFERENCE MARK 1/P-7-126 (USE) WERE FOUND IN
 GE0071'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT
 GE0071'OBSTRUCTED TO THE STATION BY TREES.  REFERENCE MARK 2 WAS FOUND
 GE0071'IN FAIR CONDITION BUT THE SIDEWALK APPEARS TO HAVE HEAVED BY A
 GE0071'COUPLE OF INCHES AND THE MARK WILL BE DISTURBED WHEN IT IS
 GE0071'REPAIRED.  A REFERENCE MARK 3 WAS SET.  THE DISTANCE TO THE
 GE0071'REFERENCE MARKS CHECKED BUT THE DIRECTION BETWEEN THEM FAILED
 GE0071'TO CHECK BY 3 MINUTES AND THIS IS THOUGHT TO HAVE BEEN DUE TO
 GE0071'THE CONDITION OF REFERENCE MARK 2.  A NEW DESCRIPTION FOLLOWS-
 GE0071'
 GE0071'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE COURTHOUSE
 GE0071'SQUARE IN PIGGOTT, 56 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GE0071'THE COURTHOUSE, 29 FEET EAST OF THE EAST CURB OF 3RD ST., 46 FEET
 GE0071'SOUTH OF THE SOUTH CURB OF MAIN ST., 35 FEET SOUTHEAST OF A 40
 GE0071'INCH SYCAMORE TREE AND 28 FEET NORTHEAST OF A 30 INCH SYCAMORE
 GE0071'TREE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS
 GE0071'STAMPED PIGGOTT 1954.
 GE0071'
 GE0071'REFERENCE MARK 1 IS A STANDARD U.S.E.D. DISK STAMPED P-7-126 SET
 GE0071'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND, 12
 GE0071'FEET SOUTH OF THE SOUTH CURB OF MAIN ST., 23 FEET EAST OF THE
 GE0071'EAST CURB OF 3RD ST., AND 10 FEET EAST OF THE 40 INCH TREE.
 GE0071'
 GE0071'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PIGGOTT NO 2 1954 SET
 GE0071'IN A DRILL HOLE IN THE NORTH EDGE OF THE CONCRETE SIDEWALK ALONG
 GE0071'THE NORTH SIDE OF THE COURTHOUSE, 8 FEET WEST OF A POWER POLE,
 GE0071'2-1/2 FEET SOUTH OF THE SOUTH CURB OF MAIN ST., AND 30 FEET
 GE0071'NORTHWEST OF A 40 INCH SYCAMORE TREE.
 GE0071'
 GE0071'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PIGGOTT 1954 NO 3
 GE0071'1970 SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK RUNNING
 GE0071'NORTH-SOUTH ALONG THE WEST SIDE OF THE COURTHOUSE, 35 FEET NORTH
 GE0071'OF THE NORTHWEST CORNER OF THE COURTHOUSE, 6 INCHES EAST OF THE
 GE0071'WEST EDGE OF THE WALK, 46 FEET SOUTH OF THE SOUTH CURB OF MAIN
 GE0071'ST.  AND 62 FEET EAST OF THE EAST CURB OF 3RD ST.
 GE0071'
 GE0071'TO REACH THE AZIMUTH MARK FROM THE SOUTHWEST CORNER OF THE SQUARE
 GE0071'GO WEST ON CLAY ST. FOR 0.1 MILE TO THE INTERSECTION OF S HOUSTON
 GE0071'ST. TURN LEFT AND GO SOUTH ON S HOUSTON ST. FOR 0.65 MILE TO
 GE0071'A CEMETERY AND THE AZIMUTH MARK ON THE LEFT.
 GE0071'
 GE0071'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF S HOUSTON
 GE0071'ST., 10 FEET SOUTH OF A 10 INCH OAK TREE, 1 FOOT WEST OF A FENCE
 GE0071'AND 9 FEET NORTH OF A FENCE CORNER.  THE MONUMENT PROJECTS 5 INCHES
 GE0071'AND THE DISK IS STAMPED PIGGOTT 1954.
 GE0071'
 GE0071'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT PIGGOTT.
 GE0071'
 GE0071'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0071
 GE0071                          STATION RECOVERY (2005)
 GE0071
 GE0071'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 GE0071'RM 1, RM 2, RM 3, AND AZ MK WERE ALL FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0072 ***********************************************************************
 GE0072  DESIGNATION -  PIGGOTT RM 2
 GE0072  PID         -  GE0072
 GE0072  STATE/COUNTY-  AR/CLAY
 GE0072  USGS QUAD   -  PIGGOTT (1984)
 GE0072
 GE0072                         *CURRENT SURVEY CONTROL
 GE0072  ___________________________________________________________________
 GE0072* NAD 83(1986)-  36 22 57.     (N)    090 11 33.     (W)     SCALED    
 GE0072* NAVD 88     -        91.820  (meters)     301.25   (feet)  ADJUSTED  
 GE0072  ___________________________________________________________________
 GE0072  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GE0072  DYNAMIC HT  -          91.744 (meters)     301.00  (feet)  COMP
 GE0072  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GE0072
 GE0072  VERT ORDER  -  FIRST     CLASS II
 GE0072
 GE0072.The horizontal coordinates were scaled from a topographic map and have
 GE0072.an estimated accuracy of +/- 6 seconds.
 GE0072
 GE0072.The orthometric height was determined by differential leveling
 GE0072.and adjusted by the National Geodetic Survey in June 1991..
 GE0072
 GE0072.The geoid height was determined by GEOID03.
 GE0072
 GE0072.The dynamic height is computed by dividing the NAVD 88
 GE0072.geopotential number by the normal gravity value computed on the
 GE0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0072.degrees latitude (g = 980.6199 gals.).
 GE0072
 GE0072.The modeled gravity was interpolated from observed gravity values.
 GE0072
 GE0072;                    North         East    Units  Estimated Accuracy
 GE0072;SPC AR N     -   228,840.      562,180.      MT  (+/- 180 meters Scaled)
 GE0072
 GE0072                          SUPERSEDED SURVEY CONTROL
 GE0072
 GE0072  NGVD 29 (??/??/92)   91.811  (m)          301.22   (f) ADJ UNCH    1 2
 GE0072
 GE0072.Superseded values are not recommended for survey control.
 GE0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0072.See file dsdata.txt to determine how the superseded data were derived.
 GE0072
 GE0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA518300(NAD 83)
 GE0072_MARKER: DR = REFERENCE MARK DISK
 GE0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0072_SP_SET: SIDEWALK
 GE0072_STAMPING: PIGGOTT NO 2 1954
 GE0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0072
 GE0072  HISTORY     - Date     Condition        Report By
 GE0072  HISTORY     - 1954     MONUMENTED       CGS
 GE0072  HISTORY     - 1956     GOOD             NGS
 GE0072
 GE0072                          STATION DESCRIPTION
 GE0072
 GE0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0072'AT PIGGOTT.
 GE0072'AT PIGGOTT, AT THE COURT HOUSE, IN THE TOP OF SIDE WALK ALONG
 GE0072'THE NORTHEAST SIDE OF COURT HOUSE LAWN, 117 1/2 FEET SOUTHEAST
 GE0072'OF SOUTHEAST EDGE OF A SIDE WALK ALONG THE NORTHWEST SIDE OF
 GE0072'COURT HOUSE LAWN, 11 FEET NORTHWEST OF NORTHWEST EDGE OF SIDE
 GE0072'WALK LEADING TO COURT HOUSE ENTRANCE, 105.17 FEET EAST OF STATION
 GE0072'MARK, 1/2 FOOT SOUTHWEST OF NORTHEAST EDGE OF SIDE WALK AND SET
 GE0072'IN DRILL HOLE.  NOTE-- MARK SHOULD BE USED WITH CAUTION AS THE
 GE0072'SIDE WALK APPEARS TO BE UNSTABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2007 ***********************************************************************
 EJ2007  DESIGNATION -  PIKE
 EJ2007  PID         -  EJ2007
 EJ2007  STATE/COUNTY-  AR/PIKE
 EJ2007  USGS QUAD   -  DELIGHT (1970)
 EJ2007
 EJ2007                         *CURRENT SURVEY CONTROL
 EJ2007  ___________________________________________________________________
 EJ2007* NAD 83(1997)-  34 06 53.01283(N)    093 31 58.02771(W)     ADJUSTED  
 EJ2007* NAVD 88     -       216.9    (meters)     712.     (feet)  VERTCON   
 EJ2007  ___________________________________________________________________
 EJ2007  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 EJ2007  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EJ2007
 EJ2007  HORZ ORDER  -  SECOND
 EJ2007
 EJ2007.The horizontal coordinates were established by classical geodetic methods
 EJ2007.and adjusted by the National Geodetic Survey in September 1999..
 EJ2007
 EJ2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2007
 EJ2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2007
 EJ2007.The geoid height was determined by GEOID03.
 EJ2007
 EJ2007;                    North         East     Units Scale Factor Converg.
 EJ2007;SPC AR S     -   561,666.130   258,601.272   MT  0.99991945   -0 51 28.4
 EJ2007;SPC AR S     - 1,842,732.96    848,427.67   sFT  0.99991945   -0 51 28.4
 EJ2007;UTM  15      - 3,775,004.794   450,864.395   MT  0.99962976   -0 17 55.8
 EJ2007
 EJ2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2007!SPC AR S     -   0.99997023  x   0.99991945  =   0.99988968
 EJ2007!UTM  15      -   0.99997023  x   0.99962976  =   0.99960000
 EJ2007
 EJ2007|---------------------------------------------------------------------|
 EJ2007| PID    Reference Object                     Distance      Geod. Az  |
 EJ2007|                                                           dddmmss.s |
 EJ2007| CX6052 PIKE RM 1                            26.295 METERS 07012     |
 EJ2007| EJ1989 DELIGHT                             APPROX.11.9 KM 1583948.4 |
 EJ2007| CX6053 PIKE RM 2                            26.116 METERS 33934     |
 EJ2007|---------------------------------------------------------------------|
 EJ2007
 EJ2007                          SUPERSEDED SURVEY CONTROL
 EJ2007
 EJ2007  NAD 83(1997)-  34 06 53.02093(N)    093 31 58.02162(W) AD(       ) 2
 EJ2007  NAD 83(1986)-  34 06 53.02227(N)    093 31 58.01897(W) AD(       ) 2
 EJ2007  NAD 27      -  34 06 52.64790(N)    093 31 57.36700(W) AD(       ) 2
 EJ2007  NGVD 29 (07/19/86)  216.9    (m)          712.     (f) VERT ANG       
 EJ2007
 EJ2007.Superseded values are not recommended for survey control.
 EJ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2007.See file dsdata.txt to determine how the superseded data were derived.
 EJ2007
 EJ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5086475005(NAD 83)
 EJ2007_MARKER: DS = TRIANGULATION STATION DISK
 EJ2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2007
 EJ2007  HISTORY     - Date     Condition        Report By
 EJ2007  HISTORY     - 1957     MONUMENTED       CGS
 EJ2007  HISTORY     - 1962     GOOD             CGS
 EJ2007
 EJ2007                          STATION DESCRIPTION
 EJ2007
 EJ2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2007'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF
 EJ2007'DELIGHT, 2-1/2 MILES EAST OF PIKE CITY ON THE SOUTH SIDE OF
 EJ2007'A GRAVELED ROAD.  IT IS 37 FEET SOUTH OF THE CENTER OF A GRAVELED
 EJ2007'ROAD, 16 FEET WEST OF A TRIANGLE BLAZED 12 INCH PINE TREE AND
 EJ2007'3 FEET NORTHWEST OF A WITNESS POST.  IT IS STAMPED PIKE 1957
 EJ2007'AND PROJECTS 2 INCHES.
 EJ2007'
 EJ2007'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF THE CENTER OF A
 EJ2007'GRAVELED ROAD ON THE SAME ELEVATION AS THE STATION.  IT IS
 EJ2007'STAMPED PIKE NO 1 1957 AND PROJECTS 2 INCHES.
 EJ2007'
 EJ2007'REFERENCE MARK NO. 2 IS 23 FEET NORTH OF THE CENTER OF A GRAVELED
 EJ2007'ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED
 EJ2007'PIKE NO 2 1957 AND PROJECTS 2 INCHES.
 EJ2007'
 EJ2007'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK BECAUSE
 EJ2007'OF THE DENSE TIMBER.
 EJ2007'
 EJ2007'TO REACH THE STATION FROM THE POST OFFICE IN DELIGHT GO EAST
 EJ2007'ON STATE HIGHWAY 26 FOR 0.25 MILE TO A GRADED T-ROAD LEFT, TURN
 EJ2007'LEFT, AND FOLLOW THE MAIN ROAD NORTH AND NORTHWEST FOR 5.8
 EJ2007'MILES TO A T-ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 50 YARDS TO A
 EJ2007'FORKS, TAKE THE LEFT FORK AND GO 0.3 MILE TO THE STATION ON THE
 EJ2007'LEFT AS DESCRIBED.
 EJ2007
 EJ2007                          STATION RECOVERY (1962)
 EJ2007
 EJ2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ2007'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 EJ2007'IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 EJ2007'
 EJ2007'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EJ2007'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1811 ***********************************************************************
 FG1811  DESIGNATION -  PILOT
 FG1811  PID         -  FG1811
 FG1811  STATE/COUNTY-  AR/JOHNSON
 FG1811  USGS QUAD   -  HAGARVILLE (1980)
 FG1811
 FG1811                         *CURRENT SURVEY CONTROL
 FG1811  ___________________________________________________________________
 FG1811* NAD 83(1997)-  35 35 11.40874(N)    093 15 01.68133(W)     ADJUSTED  
 FG1811* NAVD 88     -       670.0    (meters)    2198.     (feet)  VERTCON   
 FG1811  ___________________________________________________________________
 FG1811  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FG1811  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FG1811
 FG1811  HORZ ORDER  -  FIRST
 FG1811
 FG1811.The horizontal coordinates were established by classical geodetic methods
 FG1811.and adjusted by the National Geodetic Survey in September 1999..
 FG1811
 FG1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1811
 FG1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1811
 FG1811.The geoid height was determined by GEOID03.
 FG1811
 FG1811;                    North         East     Units Scale Factor Converg.
 FG1811;SPC AR N     -   139,748.019   286,677.958   MT  0.99993594   -0 43 39.5
 FG1811;SPC AR N     -   458,489.96    940,542.60   sFT  0.99993594   -0 43 39.5
 FG1811;UTM  15      - 3,938,115.972   477,308.724   MT  0.99960634   -0 08 44.7
 FG1811
 FG1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1811!SPC AR N     -   0.99989933  x   0.99993594  =   0.99983528
 FG1811!UTM  15      -   0.99989933  x   0.99960634  =   0.99950571
 FG1811
 FG1811:                Primary Azimuth Mark                     Grid Az
 FG1811:SPC AR N     -  FREEMAN RM 3                             062 29 02.3
 FG1811:UTM  15      -  FREEMAN RM 3                             061 54 07.5
 FG1811
 FG1811|---------------------------------------------------------------------|
 FG1811| PID    Reference Object                     Distance      Geod. Az  |
 FG1811|                                                           dddmmss.s |
 FG1811| FG1805 FREEMAN RM 3                        APPROX.17.9 KM 0614522.8 |
 FG1811| CI1961 PILOT RM 2                            8.901 METERS 25154     |
 FG1811| FG1809 PILOT KNOB LOOKOUT TOWER             22.237 METERS 34142     |
 FG1811| CI1960 PILOT RM 1                           17.819 METERS 34644     |
 FG1811|---------------------------------------------------------------------|
 FG1811
 FG1811                          SUPERSEDED SURVEY CONTROL
 FG1811
 FG1811  NAD 83(1997)-  35 35 11.42032(N)    093 15 01.68160(W) AD(       ) 1
 FG1811  NAD 83(1986)-  35 35 11.41959(N)    093 15 01.68199(W) AD(       ) 1
 FG1811  NAD 27      -  35 35 11.12776(N)    093 15 01.04594(W) AD(       ) 1
 FG1811  NGVD 29 (07/19/86)  669.9    (m)         2198.     (f) VERT ANG       
 FG1811
 FG1811.Superseded values are not recommended for survey control.
 FG1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1811.See file dsdata.txt to determine how the superseded data were derived.
 FG1811
 FG1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7730938116(NAD 83)
 FG1811_MARKER: DS = TRIANGULATION STATION DISK
 FG1811_SETTING: 66 = SET IN ROCK OUTCROP
 FG1811_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FG1811
 FG1811  HISTORY     - Date     Condition        Report By
 FG1811  HISTORY     - 1971     MONUMENTED       NGS
 FG1811  HISTORY     - 19751201 GOOD             USGS
 FG1811
 FG1811                          STATION DESCRIPTION
 FG1811
 FG1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1811'THE STATION IS LOCATED ABOUT 21 MILES NORTH AND 7 MILES WEST OF
 FG1811'RUSSELLVILLE, 8 MILES NORTH AND 12 MILES EAST OF CLARKSVILLE, ON A
 FG1811'HIGH NORTH-SOUTH RIDGE AT THE SITE OF THE PILOT KNOB LOOKOUT TOWER,
 FG1811'IN THE SOUTHWEST 1/4 OF SECTION 20, R. 21 W., T. 11 N. AND ON
 FG1811'PROPERTY OF THE U. S. FOREST SERVICE.
 FG1811'
 FG1811'TO REACH THE STATION FROM THE POST OFFICE IN DOVER, GO NORTH ON STATE
 FG1811'HIGHWAYS 7 AND 164 FOR 5.8 MILES TO WHERE THEY FORK.  KEEP LEFT AND
 FG1811'CONTINUE NORTHWEST ON STATE HIGHWAY 164 FOR 4.9 MILES TO A FORK AND
 FG1811'SIGN PILOT KNOB TOWER 10.  KEEP RIGHT AND FOLLOW MAIN GRAVELED
 FG1811'ROAD NUMBER 1800 NORTH FOR 8.0 MILES TO A FORK AND A ROAD SIGN ON
 FG1811'LEFT NUMBER 1800.  TURN LEFT AND GO NORTHWESTERLY ON GRAVELED
 FG1811'ROAD 1800 FOR 2.2 MILES TO A REVERSE FORK AND SIGN PILOT MOUNTAIN
 FG1811'TOWER.  TURN A SHARP RIGHT AND FOLLOW ROAD SOUTHEAST UP RIDGE FOR
 FG1811'0.2 MILE TO THE PILOT KNOB LOOKOUT TOWER AND STATION.
 FG1811'
 FG1811'STATION MARK IS A STANDARD DISK STAMPED PILOT 1971.  THE DISK IS
 FG1811'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 FG1811'SURFACE.  IT IS 68.4 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE
 FG1811'LOOKOUT TOWER, 59 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF THE
 FG1811'LOOKOUT TOWER AND 30.5 FEET EAST OF A SCRUB OAK TREE.
 FG1811'(NOTICE--THERE WAS NO UNDERGROUND MARK SET AT THIS STATION).
 FG1811'
 FG1811'REFERENCE MARK 1, A STANDARD DISK STAMPED PILOT NO 1 1971, IS
 FG1811'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE SOUTHEAST LEG OF
 FG1811'THE LOOKOUT TOWER AND PROJECTS 6 INCHES ABOUT THE GROUND
 FG1811'SURFACE.
 FG1811'
 FG1811'REFERENCE MARK 2, A STANDARD DISK STAMPED PILOT NO 2 1971, IS
 FG1811'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF
 FG1811'GROUND.  IT IS 68.3 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST LEG OF THE
 FG1811'LOOKOUT TOWER, 68.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST LEG OF
 FG1811'THE LOOKOUT TOWER AND 6.6 FEET SOUTH-SOUTHEAST OF THE SCRUB OAK
 FG1811'TREE.
 FG1811'
 FG1811'NOTICE--NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 FG1811'
 FG1811'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 FG1811
 FG1811                          STATION RECOVERY (1975)
 FG1811
 FG1811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (FSS)
 FG1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0665 ***********************************************************************
 GF0665  DESIGNATION -  PILOT KNOB
 GF0665  PID         -  GF0665
 GF0665  STATE/COUNTY-  AR/IZARD
 GF0665  USGS QUAD   -  BOSWELL (1980)
 GF0665
 GF0665                         *CURRENT SURVEY CONTROL
 GF0665  ___________________________________________________________________
 GF0665* NAD 83(1997)-  36 05 37.47938(N)    092 01 17.93081(W)     ADJUSTED  
 GF0665* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 GF0665  ___________________________________________________________________
 GF0665  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 GF0665  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0665
 GF0665  HORZ ORDER  -  FIRST
 GF0665
 GF0665.The horizontal coordinates were established by classical geodetic methods
 GF0665.and adjusted by the National Geodetic Survey in September 1999..
 GF0665
 GF0665.The orthometric height was scaled from a topographic map.
 GF0665
 GF0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0665
 GF0665.The geoid height was determined by GEOID03.
 GF0665
 GF0665;                    North         East     Units Scale Factor Converg.
 GF0665;SPC AR N     -   195,307.324   398,050.547   MT  0.99997538   -0 00 45.3
 GF0665;SPC AR N     -   640,770.78  1,305,937.50   sFT  0.99997538   -0 00 45.3
 GF0665;UTM  15      - 3,994,789.148   588,073.435   MT  0.99969558   +0 34 35.0
 GF0665
 GF0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0665!SPC AR N     -   0.99995070  x   0.99997538  =   0.99992608
 GF0665!UTM  15      -   0.99995070  x   0.99969558  =   0.99964629
 GF0665
 GF0665|---------------------------------------------------------------------|
 GF0665| PID    Reference Object                     Distance      Geod. Az  |
 GF0665|                                                           dddmmss.s |
 GF0665| CI1962 PILOT KNOB RM 1                       8.827 METERS 03840     |
 GF0665| GE0889 MELBOURNE MUNICIPAL TANK            APPROX.10.7 KM 1112700.9 |
 GF0665| CI1963 PILOT KNOB RM 2                       7.579 METERS 32720     |
 GF0665|---------------------------------------------------------------------|
 GF0665
 GF0665                          SUPERSEDED SURVEY CONTROL
 GF0665
 GF0665  NAD 83(1986)-  36 05 37.49063(N)    092 01 17.93048(W) AD(       ) 1
 GF0665  NAD 27      -  36 05 37.24100(N)    092 01 17.38300(W) AD(       ) 1
 GF0665
 GF0665.Superseded values are not recommended for survey control.
 GF0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0665.See file dsdata.txt to determine how the superseded data were derived.
 GF0665
 GF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8807394789(NAD 83)
 GF0665_MARKER: DS = TRIANGULATION STATION DISK
 GF0665_SETTING: 0 = UNSPECIFIED SETTING
 GF0665
 GF0665  HISTORY     - Date     Condition        Report By
 GF0665  HISTORY     - 1953     MONUMENTED       CGS
 GF0665
 GF0665                          STATION DESCRIPTION
 GF0665
 GF0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0665'THE STATION IS LOCATED ON THE A.L. HUNT ESTATE, IN SECTION 26,
 GF0665'T 17 N, R 10 W, ABOUT 6-1/2 MILES WEST AND 2-1/2 MILES NORTH OF
 GF0665'MELBOURNE.  THE HILL IS LOCALLY KNOWN AS PILOT KNOB.
 GF0665'
 GF0665'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT HOUSE
 GF0665'SQUARE IN MELBOURNE, GO WEST FOR 1 BLOCK, TURN RIGHT AND GO NORTH
 GF0665'ON STATE HIGHWAY 9 FOR 0.7 MILE TO A CROSS ROAD, TURN LEFT AND
 GF0665'GO WEST ON THE MAIN GRAVELED ROAD FOR 4.8 MILES TO THE KNOB
 GF0665'CREEK POST OFFICE ON THE RIGHT, TURN RIGHT JUST AFTER PASSING
 GF0665'THE POST OFFICE, CROSSING A BRIDGE, IMMEDIATELY TURN LEFT AND GO
 GF0665'0.35 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.4 MILE TO A WIRE
 GF0665'GATE AND A FORK JUST AFTER PASSING THROUGH GATE, TAKE RIGHT
 GF0665'FORK AND GO 0.55 MILE TO A BARN ON THE RIGHT, CONTINUE
 GF0665'STRAIGHT AHEAD, PASSING TO THE LEFT OF FARM HOME FOR 0.2 MILE
 GF0665'TO A GATE, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR
 GF0665'0.05 MILE TO A HOUSE AND THE END OF TRACK TRAVEL, PACK
 GF0665'SOUTHWESTERLY UP STEEP SLOPE ABOUT 1/2 MILE TO TOP OF HILL
 GF0665'AND STATION.
 GF0665'
 GF0665'THE STATION MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED PILOT
 GF0665'KNOB 1953.
 GF0665'
 GF0665'REFERENCE MARK 1 PROJECTS 10 INCHES AND THE DISK IS STAMPED PILOT
 GF0665'KNOB NO 1 1953.
 GF0665'
 GF0665'REFERENCE MARK 2 PROJECTS 10 INCHES AND THE DISK IS STAMPED PILOT
 GF0665'KNOB NO 2 1953.
 GF0665'
 GF0665'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0665'
 GF0665'ALL MARKS ARE STANDARD DISKS BRAZED TO THE TOP OF 2 INCH IRON
 GF0665'SOIL PIPE.
 GF0665'
 GF0665'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1809 ***********************************************************************
 FG1809  DESIGNATION -  PILOT KNOB LOOKOUT TOWER
 FG1809  PID         -  FG1809
 FG1809  STATE/COUNTY-  AR/JOHNSON
 FG1809  USGS QUAD   -  HAGARVILLE (1980)
 FG1809
 FG1809                         *CURRENT SURVEY CONTROL
 FG1809  ___________________________________________________________________
 FG1809* NAD 83(1997)-  35 35 12.09376(N)    093 15 01.95865(W)     ADJUSTED  
 FG1809* NAVD 88     -                                                        
 FG1809  ___________________________________________________________________
 FG1809  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 FG1809  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FG1809
 FG1809  HORZ ORDER  -  THIRD
 FG1809
 FG1809.The horizontal coordinates were established by classical geodetic methods
 FG1809.and adjusted by the National Geodetic Survey in September 1999..
 FG1809
 FG1809
 FG1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1809
 FG1809.The geoid height was determined by GEOID03.
 FG1809
 FG1809;                    North         East     Units Scale Factor Converg.
 FG1809;SPC AR N     -   139,769.217   286,671.246   MT  0.99993594   -0 43 39.7
 FG1809;SPC AR N     -   458,559.51    940,520.58   sFT  0.99993594   -0 43 39.7
 FG1809;UTM  15      - 3,938,137.094   477,301.799   MT  0.99960635   -0 08 44.9
 FG1809
 FG1809                          SUPERSEDED SURVEY CONTROL
 FG1809
 FG1809  NAD 83(1997)-  35 35 12.10534(N)    093 15 01.95893(W) AD(       ) 4
 FG1809  NAD 83(1986)-  35 35 12.10456(N)    093 15 01.95942(W) AD(       ) 4
 FG1809  NAD 27      -  35 35 11.81280(N)    093 15 01.32325(W) AD(       ) 3
 FG1809
 FG1809.Superseded values are not recommended for survey control.
 FG1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1809.See file dsdata.txt to determine how the superseded data were derived.
 FG1809
 FG1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7730238137(NAD 83)
 FG1809_MARKER: 57 = LOOKOUT TOWER
 FG1809
 FG1809  HISTORY     - Date     Condition        Report By
 FG1809  HISTORY     - 1939     FIRST OBSERVED   SCS
 FG1809  HISTORY     - 1940     GOOD             CGS
 FG1809  HISTORY     - 1971     GOOD             USFS
 FG1809
 FG1809                          STATION DESCRIPTION
 FG1809
 FG1809'DESCRIBED BY SOIL CONSERVATION SERVICE 1939
 FG1809'RECOVERED BY SOIL CONSERVATION SERVICE
 FG1809'
 FG1809'THE ORIGINAL TOWER CUT IN BY THE U.S.C. AND G.S. IN 1928 WAS
 FG1809'REMOVED IN (ABOUT) 1934, AND A HIGHER TOWER WAS ERECTED.
 FG1809'THE SUPERINTENDENT OF THE FOREST SERVICE IN RUSSELLVILLE,
 FG1809'ARKANSAS ADVISES THAT THE NEW TOWER IS LOCATED DIRECTLY
 FG1809'OVER CENTER OF ORIGINAL TOWER, BUT FOR ALL PRACTICAL PURPOSES
 FG1809'THIS STATION SHOULD BE CONSIDERED LOST.  THE POSITION OF
 FG1809'THE PRESENT TOWER WAS OBTAINED BY THE SOIL CONSERVATION SERVICE
 FG1809'FROM A CLOSED TRIANGLE, ONE STATION BEING AN ECCENTRIC STATION
 FG1809'AT NEBO, THE SECOND A STATION ON A THIRD-ORDER TRAVERSE
 FG1809'HAVING A CLOSURE OF 1- 40,000, AND THE THIRD STATION BEING
 FG1809'PILOT KNOB L.O. TOWER, THE TRIANGLE HAVING A CLOSURE OF
 FG1809'3.8 SECONDS.  AN INVERSE WAS COMPUTED FROM THE ECCENTRIC
 FG1809'STATION AT NEBO TO THE STATION ON THE TRAVERSE, AND WITH
 FG1809'THIS BASE AND THE ABOVE-MENTIONED TRIANGLE THE RESULTING
 FG1809'POSITION WAS LATITUDE 35 DEG 35 MIN 11.90 SEC LONGITUDE 93
 FG1809'DEG 15 MIN 01.42 SEC
 FG1809
 FG1809                          STATION RECOVERY (1940)
 FG1809
 FG1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1809'POINT OBSERVED UPON WAS THE CENTER OF THE U.S. FOREST SERVICE
 FG1809'LOOKOUT TOWER ON PILOT KNOB.  THIS IS A STEEL STRUCTURE
 FG1809'APPROXIMATELY 100 FEET TO THE FLOOR OF THE LOOKOUT HOUSE
 FG1809'AND 15 FEET FROM FLOOR TO PEAK OF ROOF.
 FG1809'
 FG1809'THE LOOKOUT IS LOCATED ON THE SUMMIT OF PILOT KNOB MOUNTAIN,
 FG1809'APPROXIMATELY 14.5 MILES NE OF CLARKSVILLE AND 15.5 MILES
 FG1809'NW OF DOVER.
 FG1809
 FG1809                          STATION RECOVERY (1971)
 FG1809
 FG1809'RECOVERY NOTE BY US FOREST SERVICE 1971 (LHW)
 FG1809'THE STATION PILOT KNOB U. S. FOREST SERVICE LOOKOUT TOWER, IS THE
 FG1809'CENTER OF THE BASE OF THE TOWER.  THE DISTANCE WAS MEASURED FROM
 FG1809'TRIANGULATION STATION PILOT AND IS 72.95 FEET OR 22.235 METERS.
 FG1809'
 FG1809'THE STATION IS LOCATED ABOUT 21 MILES NORTH AND 7 MILES WEST OF
 FG1809'RUSSELLVILLE, 10 MILES NORTH AND 11 MILES EAST OF CLARKSVILLE, ON A
 FG1809'HIGH NORTH-SOUTH RIDGE IN THE SOUTHWEST 1/4 OF SECTION 20, R. 21
 FG1809'W., T. 11 N. AND ON PROPERTY OF THE OZARK NATIONAL SERVICE.
 FG1809'
 FG1809'TO REACH THE STATION FROM THE POST OFFICE IN DOVER, GO NORTH ON STATE
 FG1809'HIGHWAYS 7 AND 164 FOR 5.8 MILES TO WHERE THEY FORK.  KEEP LEFT AND
 FG1809'CONTINUE NORTHWEST ON STATE HIGHWAY 164 FOR 4.9 MILES TO A FORK AND
 FG1809'SIGN PILOT KNOB TOWER 10.  KEEP RIGHT AND FOLLOW MAIN GRAVELED
 FG1809'ROAD NUMBER 1800 NORTH FOR 8.0 MILES TO A FORK AND A ROAD SIGN ON
 FG1809'LEFT NUMBER 1800.  TURN LEFT AND GO NORTHWESTERLY ON GRAVELED
 FG1809'ROAD 1800 FOR 2.2 MILES TO A REVERSE FORK AND SIGN PILOT MOUNTAIN
 FG1809'TOWER.  TURN A SHARP RIGHT AND FOLLOW ROAD SOUTHEAST UP RIDGE FOR
 FG1809'0.2 MILE TO THE STATION.
 FG1809'
 FG1809'NOTE--THIS STATION WAS PREVIOUSLY LOCATED BY INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1810 ***********************************************************************
 FG1810  DESIGNATION -  PILOT KNOB OLD LOT
 FG1810  PID         -  FG1810
 FG1810  STATE/COUNTY-  AR/JOHNSON
 FG1810  USGS QUAD   -  HAGARVILLE (1980)
 FG1810
 FG1810                         *CURRENT SURVEY CONTROL
 FG1810  ___________________________________________________________________
 FG1810* NAD 83(1997)-  35 35 12.09136(N)    093 15 01.86177(W)     ADJUSTED  
 FG1810* NAVD 88     -                                                        
 FG1810  ___________________________________________________________________
 FG1810  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 FG1810  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FG1810
 FG1810  HORZ ORDER  -  THIRD
 FG1810
 FG1810.The horizontal coordinates were established by classical geodetic methods
 FG1810.and adjusted by the National Geodetic Survey in September 1999..
 FG1810
 FG1810
 FG1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1810
 FG1810.The geoid height was determined by GEOID03.
 FG1810
 FG1810;                    North         East     Units Scale Factor Converg.
 FG1810;SPC AR N     -   139,769.112   286,673.683   MT  0.99993594   -0 43 39.6
 FG1810;SPC AR N     -   458,559.16    940,528.57   sFT  0.99993594   -0 43 39.6
 FG1810;UTM  15      - 3,938,137.014   477,304.237   MT  0.99960635   -0 08 44.8
 FG1810
 FG1810                          SUPERSEDED SURVEY CONTROL
 FG1810
 FG1810  NAD 83(1997)-  35 35 12.10308(N)    093 15 01.86366(W) AD(       ) 4
 FG1810  NAD 83(1986)-  35 35 12.10156(N)    093 15 01.86359(W) AD(       ) 4
 FG1810  NAD 27      -  35 35 11.80000(N)    093 15 01.23000(W) AD(       ) 3
 FG1810
 FG1810.Superseded values are not recommended for survey control.
 FG1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1810.See file dsdata.txt to determine how the superseded data were derived.
 FG1810
 FG1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7730438137(NAD 83)
 FG1810_MARKER: 57 = LOOKOUT TOWER
 FG1810
 FG1810  HISTORY     - Date     Condition        Report By
 FG1810  HISTORY     - 1928     FIRST OBSERVED   USFS
 FG1810
 FG1810                          STATION DESCRIPTION
 FG1810
 FG1810'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0712 ***********************************************************************
 GF0712  DESIGNATION -  PINDALL
 GF0712  PID         -  GF0712
 GF0712  STATE/COUNTY-  AR/SEARCY
 GF0712  USGS QUAD   -  WESTERN GROVE (1975)
 GF0712
 GF0712                         *CURRENT SURVEY CONTROL
 GF0712  ___________________________________________________________________
 GF0712* NAD 83(1997)-  36 03 46.05746(N)    092 54 59.33791(W)     ADJUSTED  
 GF0712* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 GF0712  ___________________________________________________________________
 GF0712  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GF0712  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GF0712
 GF0712  HORZ ORDER  -  SECOND
 GF0712
 GF0712.The horizontal coordinates were established by classical geodetic methods
 GF0712.and adjusted by the National Geodetic Survey in September 1999..
 GF0712
 GF0712.The orthometric height was scaled from a topographic map.
 GF0712
 GF0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0712
 GF0712.The geoid height was determined by GEOID03.
 GF0712
 GF0712;                    North         East     Units Scale Factor Converg.
 GF0712;SPC AR N     -   192,257.168   317,435.702   MT  0.99997073   -0 31 59.9
 GF0712;SPC AR N     -   630,763.73  1,041,453.63   sFT  0.99997073   -0 31 59.9
 GF0712;UTM  15      - 3,990,916.460   507,521.240   MT  0.99960070   +0 02 57.0
 GF0712
 GF0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0712!SPC AR N     -   0.99994180  x   0.99997073  =   0.99991253
 GF0712!UTM  15      -   0.99994180  x   0.99960070  =   0.99954252
 GF0712
 GF0712|---------------------------------------------------------------------|
 GF0712| PID    Reference Object                     Distance      Geod. Az  |
 GF0712|                                                           dddmmss.s |
 GF0712| CI1966 PINDALL RM 1                         12.893 METERS 12714     |
 GF0712| CI1967 PINDALL RM 2                         13.965 METERS 26813     |
 GF0712| GF0809 BOAT RM 3                           APPROX.11.7 KM 2973350.6 |
 GF0712|---------------------------------------------------------------------|
 GF0712
 GF0712                          SUPERSEDED SURVEY CONTROL
 GF0712
 GF0712  NAD 83(1986)-  36 03 46.06819(N)    092 54 59.33967(W) AD(       ) 2
 GF0712  NAD 27      -  36 03 45.79700(N)    092 54 58.73600(W) AD(       ) 2
 GF0712
 GF0712.Superseded values are not recommended for survey control.
 GF0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0712.See file dsdata.txt to determine how the superseded data were derived.
 GF0712
 GF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0752190916(NAD 83)
 GF0712_MARKER: DS = TRIANGULATION STATION DISK
 GF0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0712
 GF0712  HISTORY     - Date     Condition        Report By
 GF0712  HISTORY     - 1953     MONUMENTED       CGS
 GF0712  HISTORY     - 19660301 MARK NOT FOUND   USGS
 GF0712  HISTORY     - 1972     MARK NOT FOUND   NGS
 GF0712
 GF0712                          STATION DESCRIPTION
 GF0712
 GF0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0712'THE STATION IS ABOUT 2 MILES WEST OF PINDALL, IN SEC. 5,
 GF0712'T 16 N, R 18 W, AND ON LAND OWNED BY BIRTHA GREENHALL.  IT
 GF0712'IS 105 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 65, 19 FEET
 GF0712'EAST OF THE CENTER OF A TRACK ROAD AND 10 FEET SOUTHWEST
 GF0712'OF A WHITE WITNESS POST 6 INCHES IN DIAMETER.
 GF0712'
 GF0712'TO REACH THE STATION FROM THE POST OFFICE IN PINDALL, GO
 GF0712'WESTERLY ON U.S. HIGHWAY 65 FOR 2.25 MILES TO THE STATION
 GF0712'ON THE RIGHT.
 GF0712'
 GF0712'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GF0712'STAMPED PINDALL 1953.  REFERENCE MARK 1 IS 90 FEET NORTH
 GF0712'OF THE CENTER OF THE HIGHWAY AND 44 FEET SOUTHEAST OF
 GF0712'THE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 GF0712'IS STAMPED PINDALL NO 1 1953.
 GF0712'
 GF0712'REFERENCE MARK 2 IS 90 FEET NORTH OF THE HIGHWAY AND 52 FEET
 GF0712'WEST OF THE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 GF0712'THE DISK IS STAMPED PINDALL NO 2 1953.
 GF0712'
 GF0712'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0712'
 GF0712'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GF0712
 GF0712                          STATION RECOVERY (1966)
 GF0712
 GF0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (RFP)
 GF0712'MARK NOT FOUND.
 GF0712
 GF0712                          STATION RECOVERY (1972)
 GF0712
 GF0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0712'THE SURFACE STATION DISK WAS RECLAIMED FROM THE CONCRETE MONUMENT
 GF0712'THAT WAS FOUND LYING ON TOP THE GROUND AT THE HEAD OF A RAVINE.  THE
 GF0712'SUB-SURFACE STATION MARK AND THE REFERENCE MARKS WERE SEARCHED FOR
 GF0712'AND COULD NOT BE FOUND.  THE PROPERTY OWNER STATED THIS DATE THAT
 GF0712'ALL THE MARKS WERE BULL-DOZED OUT WHEN THE HILL WAS CLEARED OFF
 GF0712'AND MADE INTO PASTURE LAND.
 GF0712'
 GF0712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES WEST
 GF0712'OF PINDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2016 ***********************************************************************
 EJ2016  DESIGNATION -  PINE
 EJ2016  PID         -  EJ2016
 EJ2016  STATE/COUNTY-  AR/PIKE
 EJ2016  USGS QUAD   -  CENTER POINT NE (1970)
 EJ2016
 EJ2016                         *CURRENT SURVEY CONTROL
 EJ2016  ___________________________________________________________________
 EJ2016* NAD 83(1997)-  34 13 39.45308(N)    093 49 42.67288(W)     ADJUSTED  
 EJ2016* NAVD 88     -       269.5    (meters)     884.     (feet)  VERTCON   
 EJ2016  ___________________________________________________________________
 EJ2016  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 EJ2016  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EJ2016
 EJ2016  HORZ ORDER  -  SECOND
 EJ2016
 EJ2016.The horizontal coordinates were established by classical geodetic methods
 EJ2016.and adjusted by the National Geodetic Survey in September 1999..
 EJ2016
 EJ2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2016
 EJ2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2016
 EJ2016.The geoid height was determined by GEOID03.
 EJ2016
 EJ2016;                    North         East     Units Scale Factor Converg.
 EJ2016;SPC AR S     -   574,634.528   231,546.210   MT  0.99992413   -1 01 24.3
 EJ2016;SPC AR S     - 1,885,280.11    759,664.52   sFT  0.99992413   -1 01 24.3
 EJ2016;UTM  15      - 3,787,705.498   423,691.655   MT  0.99967178   -0 27 57.8
 EJ2016
 EJ2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2016!SPC AR S     -   0.99996205  x   0.99992413  =   0.99988618
 EJ2016!UTM  15      -   0.99996205  x   0.99967178  =   0.99963384
 EJ2016
 EJ2016|---------------------------------------------------------------------|
 EJ2016| PID    Reference Object                     Distance      Geod. Az  |
 EJ2016|                                                           dddmmss.s |
 EJ2016| CX6055 PINE RM 1                            26.615 METERS 18347     |
 EJ2016| EJ2017 PINE RM 2                            34.406 METERS 28607     |
 EJ2016| CX6054 PINE AZ MK                                         3383022.7 |
 EJ2016|---------------------------------------------------------------------|
 EJ2016
 EJ2016                          SUPERSEDED SURVEY CONTROL
 EJ2016
 EJ2016  NAD 83(1997)-  34 13 39.46001(N)    093 49 42.66845(W) AD(       ) 2
 EJ2016  NAD 83(1986)-  34 13 39.46215(N)    093 49 42.66489(W) AD(       ) 2
 EJ2016  NAD 27      -  34 13 39.07770(N)    093 49 41.97590(W) AD(       ) 2
 EJ2016  NGVD 29 (07/19/86)  269.5    (m)          884.     (f) VERT ANG       
 EJ2016
 EJ2016.Superseded values are not recommended for survey control.
 EJ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2016.See file dsdata.txt to determine how the superseded data were derived.
 EJ2016
 EJ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2369287705(NAD 83)
 EJ2016_MARKER: DS = TRIANGULATION STATION DISK
 EJ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2016
 EJ2016  HISTORY     - Date     Condition        Report By
 EJ2016  HISTORY     - 1957     MONUMENTED       CGS
 EJ2016  HISTORY     - 1962     GOOD             CGS
 EJ2016  HISTORY     - 19690420 GOOD             USGS
 EJ2016  HISTORY     - 20040701 MARK NOT FOUND   ARHD
 EJ2016
 EJ2016                          STATION DESCRIPTION
 EJ2016
 EJ2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2016'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF DAISY AND 3
 EJ2016'MILES EAST OF NEWHOPE AT THE SITE AND JUST EAST-SOUTHEAST OF
 EJ2016'(PINE MOUNTAIN) FIRE LOOKOUT TOWER NO. 22, 107 FEET NORTH OF THE
 EJ2016'CENTER OF A DIRT ROAD.  THE DISK IS STAMPED PINE 1957 AND IS FLUSH
 EJ2016'WITH THE GROUND SURFACE.
 EJ2016'
 EJ2016'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE CENTER OF DIRT
 EJ2016'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  THE DISK IS
 EJ2016'STAMPED PINE NO 1 1957 AND PROJECTS 5 INCHES.
 EJ2016'
 EJ2016'REFERENCE MARK NO. 2 IS DIRECTLY BENEATH THE CENTER OF THE
 EJ2016'LOOKOUT TOWER AND IS ABOUT 2 FEET HIGHER IN ELEVATION THAN
 EJ2016'THE STATION.  THE DISK IS STAMPED PINE NO 2 1957 AND IS
 EJ2016'FLUSH WITH THE GROUND SURFACE.
 EJ2016'
 EJ2016'THE AZIMUTH MARK IS AT THE NORTH END OF THE BRIDGE OVER THE
 EJ2016'LITTLE MISSOURI RIVER, 15 FEET EAST OF THE CENTER OF U.S.
 EJ2016'HIGHWAY 70 AND 10 FEET SOUTH OF THE NORTH END OF BRIDGE.
 EJ2016'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 EJ2016'WALKWAY ON THE EAST SIDE OF BRIDGE AND IS STAMPED PINE 1957.
 EJ2016'
 EJ2016'TO REACH THE STATION FROM THE POST OFFICE IN DAISY, GO WEST AND
 EJ2016'SOUTH ON U.S. HIGHWAY 70 FOR 5.55 MILES TO A BRIDGE OVER THE
 EJ2016'LITTLE MISSOURI RIVER AND AZIMUTH MARK ON LEFT AS DESCRIBED,
 EJ2016'CONTINUE SOUTH AND SOUTHWEST FOR 0.45 MILE TO A T ROAD LEFT.
 EJ2016'TURN LEFT AND GO EAST AND NORTH ON GRAVELED ROAD FOR 1.3 MILES TO
 EJ2016'AN ANGLING CROSSROAD, TURN RIGHT AND GO EASTERLY UP HILL FOR
 EJ2016'0.6 MILE TO LOOKOUT TOWER AND STATION AS DESCRIBED.
 EJ2016'
 EJ2016'HEIGHT OF LIGHT ABOVE STATION MARK 30.43 METERS.
 EJ2016
 EJ2016                          STATION RECOVERY (1962)
 EJ2016
 EJ2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ2016'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2016'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 EJ2016'ADEQUATE FOR RECOVERY.
 EJ2016
 EJ2016                          STATION RECOVERY (1969)
 EJ2016
 EJ2016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ2016'RECOVERED IN GOOD CONDITION.
 EJ2016
 EJ2016                          STATION RECOVERY (2004)
 EJ2016
 EJ2016'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EJ2016'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED. THE AZIMUTH MARK WAS
 EJ2016'RECOVERED IN GOOD CONDITION.RM'S NOT RECOVERED THERE APPEARS TO HAVE
 EJ2016'BEEN EXTENSIVE CLEARING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3035 ***********************************************************************
 EH3035  DESIGNATION -  PINE BLUFF ARK POWER CO NE TWR
 EH3035  PID         -  EH3035
 EH3035  STATE/COUNTY-  AR/JEFFERSON
 EH3035  USGS QUAD   -  ROB ROY (1971)
 EH3035
 EH3035                         *CURRENT SURVEY CONTROL
 EH3035  ___________________________________________________________________
 EH3035* NAD 83(1997)-  34 17 18.94380(N)    091 59 29.22356(W)     ADJUSTED  
 EH3035* NAVD 88     -                                                        
 EH3035  ___________________________________________________________________
 EH3035  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EH3035  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH3035
 EH3035  HORZ ORDER  -  THIRD
 EH3035
 EH3035.The horizontal coordinates were established by classical geodetic methods
 EH3035.and adjusted by the National Geodetic Survey in September 1999..
 EH3035
 EH3035
 EH3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3035
 EH3035.The geoid height was determined by GEOID03.
 EH3035
 EH3035;                    North         East     Units Scale Factor Converg.
 EH3035;SPC AR S     -   579,892.760   400,787.061   MT  0.99992827   +0 00 17.2
 EH3035;SPC AR S     - 1,902,531.50  1,314,915.55   sFT  0.99992827   +0 00 17.2
 EH3035;UTM  15      - 3,794,615.898   592,822.927   MT  0.99970620   +0 34 05.6
 EH3035
 EH3035                          SUPERSEDED SURVEY CONTROL
 EH3035
 EH3035  NAD 83(1986)-  34 17 18.95242(N)    091 59 29.21656(W) AD(       ) 4
 EH3035  NAD 27      -  34 17 18.60210(N)    091 59 28.71331(W) AD(       ) 3
 EH3035
 EH3035.Superseded values are not recommended for survey control.
 EH3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3035.See file dsdata.txt to determine how the superseded data were derived.
 EH3035
 EH3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9282394616(NAD 83)
 EH3035_MARKER: 55 = TOWER
 EH3035
 EH3035  HISTORY     - Date     Condition        Report By
 EH3035  HISTORY     - 1964     FIRST OBSERVED   CGS
 EH3035
 EH3035                          STATION DESCRIPTION
 EH3035
 EH3035'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3035'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED ABOUT
 EH3035'6 MILES NORTH OF PINE BLUFF, ON THE NORTHEAST BANK OF THE
 EH3035'ARKANSAS RIVER AND ABOUT 0.1 MILE SOUTHEAST OF THE NORTHEAST
 EH3035'END OF THE U.S. HIGHWAY 79 BRIDGE ACROSS THE ARKANSAS RIVER.
 EH3035'IT IS A FOUR LEGGED SELF SUPPORTED STEEL TOWER THAT SUPPORTS
 EH3035'TRANSMISSION LINES ACROSS THE RIVER, PAINTED IN ALTERNATE
 EH3035'SECTIONS OF RED AND GRAY AND THE OVERALL HEIGHT IS 270 FEET.  IT
 EH3035'IS OWNED BY THE ARKANSAS POWER AND LIGHT CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3037 ***********************************************************************
 EH3037  DESIGNATION -  PINE BLUFF ARK POWER CO SW TWR
 EH3037  PID         -  EH3037
 EH3037  STATE/COUNTY-  AR/JEFFERSON
 EH3037  USGS QUAD   -  ROB ROY (1971)
 EH3037
 EH3037                         *CURRENT SURVEY CONTROL
 EH3037  ___________________________________________________________________
 EH3037* NAD 83(1997)-  34 17 02.40315(N)    091 59 51.51633(W)     ADJUSTED  
 EH3037* NAVD 88     -                                                        
 EH3037  ___________________________________________________________________
 EH3037  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EH3037  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH3037
 EH3037  HORZ ORDER  -  THIRD
 EH3037
 EH3037.The horizontal coordinates were established by classical geodetic methods
 EH3037.and adjusted by the National Geodetic Survey in September 1999..
 EH3037
 EH3037
 EH3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3037
 EH3037.The geoid height was determined by GEOID03.
 EH3037
 EH3037;                    North         East     Units Scale Factor Converg.
 EH3037;SPC AR S     -   579,383.096   400,216.969   MT  0.99992792   +0 00 04.7
 EH3037;SPC AR S     - 1,900,859.37  1,313,045.17   sFT  0.99992792   +0 00 04.7
 EH3037;UTM  15      - 3,794,100.768   592,258.000   MT  0.99970492   +0 33 52.8
 EH3037
 EH3037                          SUPERSEDED SURVEY CONTROL
 EH3037
 EH3037  NAD 83(1986)-  34 17 02.41180(N)    091 59 51.50924(W) AD(       ) 4
 EH3037  NAD 27      -  34 17 02.06124(N)    091 59 51.00493(W) AD(       ) 3
 EH3037
 EH3037.Superseded values are not recommended for survey control.
 EH3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3037.See file dsdata.txt to determine how the superseded data were derived.
 EH3037
 EH3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9225894101(NAD 83)
 EH3037
 EH3037  HISTORY     - Date     Condition        Report By
 EH3037  HISTORY     - 1964     MONUMENTED       CGS
 EH3037
 EH3037                          STATION DESCRIPTION
 EH3037
 EH3037'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3037'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
 EH3037'ABOUT 6 MILES NORTH OF PINE BLUFF, ON THE SOUTHWEST BANK OF THE
 EH3037'ARKANSAS RIVER AND ABOUT 0.1 MILE SOUTHEAST OF SOUTHWEST END
 EH3037'OF THE U.S. HIGHWAY 79 BRIDGE.  IT IS A FOUR LEGGED SELF
 EH3037'SUPPORTED STEEL TOWER THAT SUPPORTS TRANSMISSION LINES ACROSS
 EH3037'THE RIVER, PAINTED IN ALTERNATE SECTIONS OF RED AND GRAY AND
 EH3037'THE OVERALL HEIGHT IS 270 FEET.  IT IS OWNED BY THE ARKANSAS
 EH3037'POWER AND LIGHT CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1789 ***********************************************************************
 EJ1789  DESIGNATION -  PINE BLUFF ARK POWER LT W STK
 EJ1789  PID         -  EJ1789
 EJ1789  STATE/COUNTY-  AR/JEFFERSON
 EJ1789  USGS QUAD   -  PINE BLUFF (1984)
 EJ1789
 EJ1789                         *CURRENT SURVEY CONTROL
 EJ1789  ___________________________________________________________________
 EJ1789* NAD 83(1997)-  34 13 32.78852(N)    092 01 04.17187(W)     ADJUSTED  
 EJ1789* NAVD 88     -                                                        
 EJ1789  ___________________________________________________________________
 EJ1789  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EJ1789  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ1789
 EJ1789  HORZ ORDER  -  THIRD
 EJ1789
 EJ1789.The horizontal coordinates were established by classical geodetic methods
 EJ1789.and adjusted by the National Geodetic Survey in September 1999..
 EJ1789
 EJ1789
 EJ1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1789
 EJ1789.The geoid height was determined by GEOID03.
 EJ1789
 EJ1789;                    North         East     Units Scale Factor Converg.
 EJ1789;SPC AR S     -   572,924.848   398,357.688   MT  0.99992403   -0 00 35.9
 EJ1789;SPC AR S     - 1,879,670.94  1,306,945.18   sFT  0.99992403   -0 00 35.9
 EJ1789;UTM  15      - 3,787,626.010   590,462.655   MT  0.99970087   +0 33 08.9
 EJ1789
 EJ1789                          SUPERSEDED SURVEY CONTROL
 EJ1789
 EJ1789  NAD 83(1986)-  34 13 32.79731(N)    092 01 04.16477(W) AD(       ) 4
 EJ1789  NAD 27      -  34 13 32.44500(N)    092 01 03.66300(W) AD(       ) 3
 EJ1789
 EJ1789.Superseded values are not recommended for survey control.
 EJ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1789.See file dsdata.txt to determine how the superseded data were derived.
 EJ1789
 EJ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9046387626(NAD 83)
 EJ1789_MARKER: 63 = STACK
 EJ1789
 EJ1789  HISTORY     - Date     Condition        Report By
 EJ1789  HISTORY     - 1939     FIRST OBSERVED   CGS
 EJ1789  HISTORY     - 1940     SEE DESCRIPTION  CGS
 EJ1789  HISTORY     - 1957     GOOD             CGS
 EJ1789  HISTORY     - 1964     GOOD             CGS
 EJ1789
 EJ1789                          STATION DESCRIPTION
 EJ1789
 EJ1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EJ1789'POINT OBSERVED UPON WAS CENTER OF THE MORE WESTERLY OF 2 STACKS
 EJ1789'AT THE ARKANSAS POWER AND LIGHT POWER PLANT LOCATED IN W CENTRAL
 EJ1789'PART OF PINE BLUFF, AND JUST W OF RAILROAD TRACKS.  STACK IS
 EJ1789'CONCRETE AND APPROXIMATELY 150 FEET HIGH.
 EJ1789
 EJ1789                          STATION RECOVERY (1940)
 EJ1789
 EJ1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1789'A NEW DESCRIPTION IS GIVEN.
 EJ1789'
 EJ1789'POINT OBSERVED WAS THE CENTER OF THE TOP OF THE WESTERN STACK
 EJ1789'OF THE ARKANSAS POWER AND LIGHT COMPANY.  THIS IS A CONCRETE STACK
 EJ1789'ABOUT 200 FEET HIGH, LOCATED AT THE W END OF THE POWER PLANT
 EJ1789'ON THIRD AVENUE BETWEEN ASH AND LOCUST STREETS.
 EJ1789'
 EJ1789'THIS IS AN INTERSECTION STATION.
 EJ1789
 EJ1789                          STATION RECOVERY (1957)
 EJ1789
 EJ1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RER)
 EJ1789'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EJ1789
 EJ1789                          STATION RECOVERY (1964)
 EJ1789
 EJ1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1789'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 EJ1789'TIME.  IT IS NOW OWNED AND OPERATED BY THE BEN PEARSON INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1799 ***********************************************************************
 EJ1799  DESIGNATION -  PINE BLUFF ARK POWER LT E STK
 EJ1799  PID         -  EJ1799
 EJ1799  STATE/COUNTY-  AR/JEFFERSON
 EJ1799  USGS QUAD   -  PINE BLUFF (1984)
 EJ1799
 EJ1799                         *CURRENT SURVEY CONTROL
 EJ1799  ___________________________________________________________________
 EJ1799* NAD 83(1997)-  34 13 32.75306(N)    092 01 01.88853(W)     ADJUSTED  
 EJ1799* NAVD 88     -                                                        
 EJ1799  ___________________________________________________________________
 EJ1799  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EJ1799  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ1799
 EJ1799  HORZ ORDER  -  THIRD
 EJ1799
 EJ1799.The horizontal coordinates were established by classical geodetic methods
 EJ1799.and adjusted by the National Geodetic Survey in September 1999..
 EJ1799
 EJ1799
 EJ1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1799
 EJ1799.The geoid height was determined by GEOID03.
 EJ1799
 EJ1799;                    North         East     Units Scale Factor Converg.
 EJ1799;SPC AR S     -   572,923.746   398,416.124   MT  0.99992402   -0 00 34.6
 EJ1799;SPC AR S     - 1,879,667.32  1,307,136.90   sFT  0.99992402   -0 00 34.6
 EJ1799;UTM  15      - 3,787,625.481   590,521.086   MT  0.99970100   +0 33 10.2
 EJ1799
 EJ1799                          SUPERSEDED SURVEY CONTROL
 EJ1799
 EJ1799  NAD 83(1986)-  34 13 32.76179(N)    092 01 01.88135(W) AD(       ) 4
 EJ1799  NAD 27      -  34 13 32.41300(N)    092 01 01.38100(W) AD(       ) 3
 EJ1799
 EJ1799.Superseded values are not recommended for survey control.
 EJ1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1799.See file dsdata.txt to determine how the superseded data were derived.
 EJ1799
 EJ1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9052187625(NAD 83)
 EJ1799_MARKER: 63 = STACK
 EJ1799
 EJ1799  HISTORY     - Date     Condition        Report By
 EJ1799  HISTORY     - 1939     FIRST OBSERVED   CGS
 EJ1799  HISTORY     - 1940     SEE DESCRIPTION  CGS
 EJ1799
 EJ1799                          STATION DESCRIPTION
 EJ1799
 EJ1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EJ1799'POINT OBSERVED UPON WAS CENTER OF MORE EASTERLY OF 2 CONCRETE
 EJ1799'STACKS OF THE ARKANSAS POWER AND LIGHT COMPANY LOCATED IN W
 EJ1799'CENTRAL PART OF PINE BLUFF AND JUST N OF RAILROAD TRACKS.
 EJ1799'STACK IS APPROXIMATELY 150 FEET HIGH.
 EJ1799
 EJ1799                          STATION RECOVERY (1940)
 EJ1799
 EJ1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1799'A NEW DESCRIPTION IS GIVEN.
 EJ1799'
 EJ1799'POINT OBSERVED WAS THE CENTER OF THE TOP OF THE EASTERN STACK OF
 EJ1799'THE ARKANSAS POWER AND LIGHT COMPANY.  THIS IS A CONCRETE
 EJ1799'STACK ABOUT 200 FEET HIGH, LOCATED AT THE E END OF THE POWER
 EJ1799'PLANT ON THIRD AVENUE BETWEEN ASH AND LOCUST STREETS.
 EJ1799'
 EJ1799'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1769 ***********************************************************************
 EJ1769  DESIGNATION -  PINE BLUFF ARSENAL TANK 93211
 EJ1769  PID         -  EJ1769
 EJ1769  STATE/COUNTY-  AR/JEFFERSON
 EJ1769  USGS QUAD   -  WHITE HALL (1984)
 EJ1769
 EJ1769                         *CURRENT SURVEY CONTROL
 EJ1769  ___________________________________________________________________
 EJ1769* NAD 83(1997)-  34 22 02.48911(N)    092 06 50.77267(W)     ADJUSTED  
 EJ1769* NAVD 88     -                                                        
 EJ1769  ___________________________________________________________________
 EJ1769  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 EJ1769  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ1769
 EJ1769  HORZ ORDER  -  THIRD
 EJ1769
 EJ1769.The horizontal coordinates were established by classical geodetic methods
 EJ1769.and adjusted by the National Geodetic Survey in September 1999..
 EJ1769
 EJ1769
 EJ1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1769
 EJ1769.The geoid height was determined by GEOID03.
 EJ1769
 EJ1769;                    North         East     Units Scale Factor Converg.
 EJ1769;SPC AR S     -   588,634.981   389,504.847   MT  0.99993530   -0 03 49.9
 EJ1769;SPC AR S     - 1,931,213.27  1,277,900.49   sFT  0.99993530   -0 03 49.9
 EJ1769;UTM  15      - 3,803,244.639   581,457.951   MT  0.99968179   +0 30 00.4
 EJ1769
 EJ1769                          SUPERSEDED SURVEY CONTROL
 EJ1769
 EJ1769  NAD 83(1986)-  34 22 02.49812(N)    092 06 50.76504(W) AD(       ) 4
 EJ1769  NAD 27      -  34 22 02.15185(N)    092 06 50.24460(W) AD(       ) 3
 EJ1769
 EJ1769.Superseded values are not recommended for survey control.
 EJ1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1769.See file dsdata.txt to determine how the superseded data were derived.
 EJ1769
 EJ1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8145803245(NAD 83)
 EJ1769_MARKER: 51 = TANK
 EJ1769
 EJ1769  HISTORY     - Date     Condition        Report By
 EJ1769  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1769
 EJ1769                          STATION DESCRIPTION
 EJ1769
 EJ1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1769'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN
 EJ1769'THE D.V.O. AREA OF THE U.S. ARMY PINE BLUFF ARSENAL, IN THE
 EJ1769'SOUTHEAST ANGLE OF THE INTERSECTION OF DANIEL AND LAWRENCE ROADS
 EJ1769'AND IS OWNED BY THE U.S. GOVERNMENT.  IT IS A 6 LEGGED SELF
 EJ1769'SUPPORTED STEEL STRUCTURE PAINTED SILVER AND ITS OVERALL HEIGHT
 EJ1769'IS ABOUT 180 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1770 ***********************************************************************
 EJ1770  DESIGNATION -  PINE BLUFF ARSENAL STACK 53200
 EJ1770  PID         -  EJ1770
 EJ1770  STATE/COUNTY-  AR/JEFFERSON
 EJ1770  USGS QUAD   -  WHITE HALL (1984)
 EJ1770
 EJ1770                         *CURRENT SURVEY CONTROL
 EJ1770  ___________________________________________________________________
 EJ1770* NAD 83(1997)-  34 20 47.43935(N)    092 06 29.19440(W)     ADJUSTED  
 EJ1770* NAVD 88     -                                                        
 EJ1770  ___________________________________________________________________
 EJ1770  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 EJ1770  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EJ1770
 EJ1770  HORZ ORDER  -  THIRD
 EJ1770
 EJ1770.The horizontal coordinates were established by classical geodetic methods
 EJ1770.and adjusted by the National Geodetic Survey in September 1999..
 EJ1770
 EJ1770
 EJ1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1770
 EJ1770.The geoid height was determined by GEOID03.
 EJ1770
 EJ1770;                    North         East     Units Scale Factor Converg.
 EJ1770;SPC AR S     -   586,321.985   390,053.725   MT  0.99993325   -0 03 37.8
 EJ1770;SPC AR S     - 1,923,624.71  1,279,701.26   sFT  0.99993325   -0 03 37.8
 EJ1770;UTM  15      - 3,800,937.738   582,029.420   MT  0.99968294   +0 30 11.6
 EJ1770
 EJ1770                          SUPERSEDED SURVEY CONTROL
 EJ1770
 EJ1770  NAD 83(1986)-  34 20 47.44845(N)    092 06 29.18686(W) AD(       ) 4
 EJ1770  NAD 27      -  34 20 47.09030(N)    092 06 28.66517(W) AD(       ) 3
 EJ1770
 EJ1770.Superseded values are not recommended for survey control.
 EJ1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1770.See file dsdata.txt to determine how the superseded data were derived.
 EJ1770
 EJ1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8202900938(NAD 83)
 EJ1770_MARKER: 51 = TANK
 EJ1770
 EJ1770  HISTORY     - Date     Condition        Report By
 EJ1770  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1770
 EJ1770                          STATION DESCRIPTION
 EJ1770
 EJ1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1770'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED IN
 EJ1770'THE NORTH SECTION OF THE U.S. ARMY PINE BLUFF ARSENAL GROUNDS,
 EJ1770'AT THE BOILER HOUSE ON BUILDING NO. 53200 ON THE NORTH SIDE OF 504
 EJ1770'STREET.  IT IS A YELLOW BRICK STACK 200 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1772 ***********************************************************************
 EJ1772  DESIGNATION -  PINE BLUFF ARSENAL TANK 54180A
 EJ1772  PID         -  EJ1772
 EJ1772  STATE/COUNTY-  AR/JEFFERSON
 EJ1772  USGS QUAD   -  WHITE HALL (1984)
 EJ1772
 EJ1772                         *CURRENT SURVEY CONTROL
 EJ1772  ___________________________________________________________________
 EJ1772* NAD 83(1997)-  34 21 09.74488(N)    092 06 10.74267(W)     ADJUSTED  
 EJ1772* NAVD 88     -                                                        
 EJ1772  ___________________________________________________________________
 EJ1772  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 EJ1772  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EJ1772
 EJ1772  HORZ ORDER  -  THIRD
 EJ1772
 EJ1772.The horizontal coordinates were established by classical geodetic methods
 EJ1772.and adjusted by the National Geodetic Survey in September 1999..
 EJ1772
 EJ1772
 EJ1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1772
 EJ1772.The geoid height was determined by GEOID03.
 EJ1772
 EJ1772;                    North         East     Units Scale Factor Converg.
 EJ1772;SPC AR S     -   587,008.765   390,525.970   MT  0.99993385   -0 03 27.5
 EJ1772;SPC AR S     - 1,925,877.92  1,281,250.62   sFT  0.99993385   -0 03 27.5
 EJ1772;UTM  15      - 3,801,628.959   582,494.768   MT  0.99968388   +0 30 22.3
 EJ1772
 EJ1772                          SUPERSEDED SURVEY CONTROL
 EJ1772
 EJ1772  NAD 83(1986)-  34 21 09.75399(N)    092 06 10.73520(W) AD(       ) 4
 EJ1772  NAD 27      -  34 21 09.40677(N)    092 06 10.21614(W) AD(       ) 3
 EJ1772
 EJ1772.Superseded values are not recommended for survey control.
 EJ1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1772.See file dsdata.txt to determine how the superseded data were derived.
 EJ1772
 EJ1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8249501629(NAD 83)
 EJ1772_MARKER: 51 = TANK
 EJ1772
 EJ1772  HISTORY     - Date     Condition        Report By
 EJ1772  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1772
 EJ1772                          STATION DESCRIPTION
 EJ1772
 EJ1772'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1774 ***********************************************************************
 EJ1774  DESIGNATION -  PINE BLUFF ARSENAL TANK 13000
 EJ1774  PID         -  EJ1774
 EJ1774  STATE/COUNTY-  AR/JEFFERSON
 EJ1774  USGS QUAD   -  WHITE HALL (1984)
 EJ1774
 EJ1774                         *CURRENT SURVEY CONTROL
 EJ1774  ___________________________________________________________________
 EJ1774* NAD 83(1997)-  34 18 59.94971(N)    092 05 25.41766(W)     ADJUSTED  
 EJ1774* NAVD 88     -                                                        
 EJ1774  ___________________________________________________________________
 EJ1774  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EJ1774  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1774
 EJ1774  HORZ ORDER  -  THIRD
 EJ1774
 EJ1774.The horizontal coordinates were established by classical geodetic methods
 EJ1774.and adjusted by the National Geodetic Survey in September 1999..
 EJ1774
 EJ1774
 EJ1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1774
 EJ1774.The geoid height was determined by GEOID03.
 EJ1774
 EJ1774;                    North         East     Units Scale Factor Converg.
 EJ1774;SPC AR S     -   583,008.506   391,680.682   MT  0.99993056   -0 03 02.1
 EJ1774;SPC AR S     - 1,912,753.74  1,285,039.04   sFT  0.99993056   -0 03 02.1
 EJ1774;UTM  15      - 3,797,641.238   583,688.481   MT  0.99968633   +0 30 46.2
 EJ1774
 EJ1774                          SUPERSEDED SURVEY CONTROL
 EJ1774
 EJ1774  NAD 83(1986)-  34 18 59.95833(N)    092 05 25.41023(W) AD(       ) 4
 EJ1774  NAD 27      -  34 18 59.60940(N)    092 05 24.89398(W) AD(       ) 3
 EJ1774
 EJ1774.Superseded values are not recommended for survey control.
 EJ1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1774.See file dsdata.txt to determine how the superseded data were derived.
 EJ1774
 EJ1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8368897641(NAD 83)
 EJ1774_MARKER: 51 = TANK
 EJ1774
 EJ1774  HISTORY     - Date     Condition        Report By
 EJ1774  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1774
 EJ1774                          STATION DESCRIPTION
 EJ1774
 EJ1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1774'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED AT
 EJ1774'THE HOSPITAL AREA OF THE U.S. ARMY PINE BLUFF ARSENAL AND IS OWNED
 EJ1774'BY THE U.S. GOVERNMENT.  IT IS A 6 LEGGED SELF SUPPORTED STEEL
 EJ1774'TOWER WITH AN OVAL TANK AT THE TOP, PAINTED SILVER AND THE
 EJ1774'OVERALL HEIGHT IS 112 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1777 ***********************************************************************
 EJ1777  DESIGNATION -  PINE BLUFF ARSENAL TANK 43000
 EJ1777  PID         -  EJ1777
 EJ1777  STATE/COUNTY-  AR/JEFFERSON
 EJ1777  USGS QUAD   -  WHITE HALL (1984)
 EJ1777
 EJ1777                         *CURRENT SURVEY CONTROL
 EJ1777  ___________________________________________________________________
 EJ1777* NAD 83(1997)-  34 18 23.64446(N)    092 03 54.44056(W)     ADJUSTED  
 EJ1777* NAVD 88     -                                                        
 EJ1777  ___________________________________________________________________
 EJ1777  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EJ1777  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1777
 EJ1777  HORZ ORDER  -  THIRD
 EJ1777
 EJ1777.The horizontal coordinates were established by classical geodetic methods
 EJ1777.and adjusted by the National Geodetic Survey in September 1999..
 EJ1777
 EJ1777
 EJ1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1777
 EJ1777.The geoid height was determined by GEOID03.
 EJ1777
 EJ1777;                    North         East     Units Scale Factor Converg.
 EJ1777;SPC AR S     -   581,888.132   394,005.804   MT  0.99992971   -0 02 11.2
 EJ1777;SPC AR S     - 1,909,077.98  1,292,667.38   sFT  0.99992971   -0 02 11.2
 EJ1777;UTM  15      - 3,796,544.046   586,023.943   MT  0.99969122   +0 31 37.0
 EJ1777
 EJ1777                          SUPERSEDED SURVEY CONTROL
 EJ1777
 EJ1777  NAD 83(1986)-  34 18 23.65320(N)    092 03 54.43326(W) AD(       ) 4
 EJ1777  NAD 27      -  34 18 23.30408(N)    092 03 53.91930(W) AD(       ) 3
 EJ1777
 EJ1777.Superseded values are not recommended for survey control.
 EJ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1777.See file dsdata.txt to determine how the superseded data were derived.
 EJ1777
 EJ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8602496544(NAD 83)
 EJ1777_MARKER: 51 = TANK
 EJ1777
 EJ1777  HISTORY     - Date     Condition        Report By
 EJ1777  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1777
 EJ1777                          STATION DESCRIPTION
 EJ1777
 EJ1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1777'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EJ1777'ON THE U.S. ARMY PINE BLUFF ARSENAL GROUNDS, NEAR THE BOMB
 EJ1777'TEST AREA SOUTHEAST OF THE INTERSECTION OF STOKES AND MC COY ROAD.
 EJ1777'IT IS A 6 LEGGED SELF SUPPORTED STEEL STRUCTURE WITH AN OVAL
 EJ1777'SHAPED STEEL TANK AT THE TOP.  IT IS PAINTED ALUMINUM AND THE
 EJ1777'OVERALL HEIGHT IS 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1778 ***********************************************************************
 EJ1778  DESIGNATION -  PINE BLUFF ARSENAL TANK 42000
 EJ1778  PID         -  EJ1778
 EJ1778  STATE/COUNTY-  AR/JEFFERSON
 EJ1778  USGS QUAD   -  WHITE HALL (1984)
 EJ1778
 EJ1778                         *CURRENT SURVEY CONTROL
 EJ1778  ___________________________________________________________________
 EJ1778* NAD 83(1997)-  34 17 40.97102(N)    092 03 24.81375(W)     ADJUSTED  
 EJ1778* NAVD 88     -                                                        
 EJ1778  ___________________________________________________________________
 EJ1778  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EJ1778  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1778
 EJ1778  HORZ ORDER  -  THIRD
 EJ1778
 EJ1778.The horizontal coordinates were established by classical geodetic methods
 EJ1778.and adjusted by the National Geodetic Survey in September 1999..
 EJ1778
 EJ1778
 EJ1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1778
 EJ1778.The geoid height was determined by GEOID03.
 EJ1778
 EJ1778;                    North         East     Units Scale Factor Converg.
 EJ1778;SPC AR S     -   580,572.864   394,762.574   MT  0.99992875   -0 01 54.6
 EJ1778;SPC AR S     - 1,904,762.80  1,295,150.21   sFT  0.99992875   -0 01 54.6
 EJ1778;UTM  15      - 3,795,236.593   586,793.426   MT  0.99969286   +0 31 53.1
 EJ1778
 EJ1778                          SUPERSEDED SURVEY CONTROL
 EJ1778
 EJ1778  NAD 83(1986)-  34 17 40.97985(N)    092 03 24.80644(W) AD(       ) 4
 EJ1778  NAD 27      -  34 17 40.63077(N)    092 03 24.29147(W) AD(       ) 3
 EJ1778
 EJ1778.Superseded values are not recommended for survey control.
 EJ1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1778.See file dsdata.txt to determine how the superseded data were derived.
 EJ1778
 EJ1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8679395237(NAD 83)
 EJ1778_MARKER: 51 = TANK
 EJ1778
 EJ1778  HISTORY     - Date     Condition        Report By
 EJ1778  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1778
 EJ1778                          STATION DESCRIPTION
 EJ1778
 EJ1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1778'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ON
 EJ1778'THE BOMB STORAGE AREA OF THE U.S. ARMY PINE BLUFF ARSENAL AND ON
 EJ1778'THE NORTH SIDE OF 422 AVENUE ABOUT 400 FEET NORTHEAST OF STOKES
 EJ1778'ROAD.  IT IS A 6 LEGGED STEEL STRUCTURE WITH AN OVAL STEEL TANK AT
 EJ1778'THE TOP.  IT IS PAINTED ALUMINUM AND THE OVERALL HEIGHT IS 150
 EJ1778'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1780 ***********************************************************************
 EJ1780  DESIGNATION -  PINE BLUFF ARSENAL TANK 54180B
 EJ1780  PID         -  EJ1780
 EJ1780  STATE/COUNTY-  AR/JEFFERSON
 EJ1780  USGS QUAD   -  WHITE HALL (1984)
 EJ1780
 EJ1780                         *CURRENT SURVEY CONTROL
 EJ1780  ___________________________________________________________________
 EJ1780* NAD 83(1997)-  34 20 50.39268(N)    092 06 12.51106(W)     ADJUSTED  
 EJ1780* NAVD 88     -                                                        
 EJ1780  ___________________________________________________________________
 EJ1780  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 EJ1780  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EJ1780
 EJ1780  HORZ ORDER  -  THIRD
 EJ1780
 EJ1780.The horizontal coordinates were established by classical geodetic methods
 EJ1780.and adjusted by the National Geodetic Survey in September 1999..
 EJ1780
 EJ1780
 EJ1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1780
 EJ1780.The geoid height was determined by GEOID03.
 EJ1780
 EJ1780;                    North         East     Units Scale Factor Converg.
 EJ1780;SPC AR S     -   586,412.541   390,480.177   MT  0.99993333   -0 03 28.5
 EJ1780;SPC AR S     - 1,923,921.81  1,281,100.38   sFT  0.99993333   -0 03 28.5
 EJ1780;UTM  15      - 3,801,032.462   582,454.855   MT  0.99968380   +0 30 21.1
 EJ1780
 EJ1780                          SUPERSEDED SURVEY CONTROL
 EJ1780
 EJ1780  NAD 83(1986)-  34 20 50.40181(N)    092 06 12.50357(W) AD(       ) 4
 EJ1780  NAD 27      -  34 20 50.05444(N)    092 06 11.98492(W) AD(       ) 3
 EJ1780
 EJ1780.Superseded values are not recommended for survey control.
 EJ1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1780.See file dsdata.txt to determine how the superseded data were derived.
 EJ1780
 EJ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8245501032(NAD 83)
 EJ1780_MARKER: 51 = TANK
 EJ1780
 EJ1780  HISTORY     - Date     Condition        Report By
 EJ1780  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1780
 EJ1780                          STATION DESCRIPTION
 EJ1780
 EJ1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1780'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN
 EJ1780'AREA 5 SECTION 4 WHICH IS THE CHEMICAL MANUFACTURING AREA
 EJ1780'OF THE U.S. ARMY PINE BLUFF ARSENAL, ON THE NORTHEAST SIDE OF 508
 EJ1780'STREET ABOUT 1/4 MILE SOUTHEAST OF AVENUE 55 AND ON U.S.
 EJ1780'GOVERNMENT PROPERTY.  IT IS A 4 LEGGED SELF SUPPORTED STEEL TOWER
 EJ1780'WITH A FLAT TOP TANK AT THE TOP.  IT IS PAINTED SILVER AND IS
 EJ1780'130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1771 ***********************************************************************
 EJ1771  DESIGNATION -  PINE BLUFF DIERK PAPER CO TK 2
 EJ1771  PID         -  EJ1771
 EJ1771  STATE/COUNTY-  AR/JEFFERSON
 EJ1771  USGS QUAD   -  WHITE HALL (1984)
 EJ1771
 EJ1771                         *CURRENT SURVEY CONTROL
 EJ1771  ___________________________________________________________________
 EJ1771* NAD 83(1997)-  34 16 03.11392(N)    092 02 29.91564(W)     ADJUSTED  
 EJ1771* NAVD 88     -                                                        
 EJ1771  ___________________________________________________________________
 EJ1771  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EJ1771  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EJ1771
 EJ1771  HORZ ORDER  -  THIRD
 EJ1771
 EJ1771.The horizontal coordinates were established by classical geodetic methods
 EJ1771.and adjusted by the National Geodetic Survey in September 1999..
 EJ1771
 EJ1771
 EJ1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1771
 EJ1771.The geoid height was determined by GEOID03.
 EJ1771
 EJ1771;                    North         East     Units Scale Factor Converg.
 EJ1771;SPC AR S     -   577,557.118   396,165.183   MT  0.99992672   -0 01 23.9
 EJ1771;SPC AR S     - 1,894,868.64  1,299,751.94   sFT  0.99992672   -0 01 23.9
 EJ1771;UTM  15      - 3,792,235.478   588,225.271   MT  0.99969594   +0 32 22.7
 EJ1771
 EJ1771                          SUPERSEDED SURVEY CONTROL
 EJ1771
 EJ1771  NAD 83(1986)-  34 16 03.12279(N)    092 02 29.90848(W) AD(       ) 4
 EJ1771  NAD 27      -  34 16 02.77100(N)    092 02 29.39800(W) AD(       ) 3
 EJ1771
 EJ1771.Superseded values are not recommended for survey control.
 EJ1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1771.See file dsdata.txt to determine how the superseded data were derived.
 EJ1771
 EJ1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8822592235(NAD 83)
 EJ1771_MARKER: 51 = TANK
 EJ1771
 EJ1771  HISTORY     - Date     Condition        Report By
 EJ1771  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1771
 EJ1771                          STATION DESCRIPTION
 EJ1771
 EJ1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1771'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EJ1771'ABOUT 2 MILES NORTH OF DOWNTOWN PINE BLUFF, AT THE WEST SIDE OF
 EJ1771'THE MAIN BUILDING AND NEAR THE SOUTH EDGE OF THE DIERKS PAPER
 EJ1771'CO., PROSSESING PLANT GROUNDS.  IT IS A FOUR LEGGED TUBULAR STEEL
 EJ1771'STRUCTURE WITH AN OVAL SHAPED STEEL TANK AT THE TOP.  IT IS
 EJ1771'PAINTED SILVER AND THE OVERALL HEIGHT IS 150 FEET.
 EJ1771'
 EJ1771'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 65 AND HUTCHINSON
 EJ1771'ROAD IN THE NORTHWEST SECTION OF PINE BLUFF, GO NORTHEAST
 EJ1771'AND EAST ON HUTCHINSON ROAD FOR 2.45 MILES TO A SIDE ROAD LEFT.
 EJ1771'CONTINUE EAST ON THE PAVED ROAD FOR 0.75 MILE TO THE GATE
 EJ1771'AND ENTRANCE TO THE PLANT.  THE WATER TANK IS 0.1 MILE EAST OF
 EJ1771'THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1779 ***********************************************************************
 EJ1779  DESIGNATION -  PINE BLUFF DIERK PAPER CO TK 1
 EJ1779  PID         -  EJ1779
 EJ1779  STATE/COUNTY-  AR/JEFFERSON
 EJ1779  USGS QUAD   -  WHITE HALL (1984)
 EJ1779
 EJ1779                         *CURRENT SURVEY CONTROL
 EJ1779  ___________________________________________________________________
 EJ1779* NAD 83(1997)-  34 15 53.29692(N)    092 01 36.88177(W)     ADJUSTED  
 EJ1779* NAVD 88     -                                                        
 EJ1779  ___________________________________________________________________
 EJ1779  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EJ1779  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ1779
 EJ1779  HORZ ORDER  -  THIRD
 EJ1779
 EJ1779.The horizontal coordinates were established by classical geodetic methods
 EJ1779.and adjusted by the National Geodetic Survey in September 1999..
 EJ1779
 EJ1779
 EJ1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1779
 EJ1779.The geoid height was determined by GEOID03.
 EJ1779
 EJ1779;                    North         East     Units Scale Factor Converg.
 EJ1779;SPC AR S     -   577,254.194   397,521.701   MT  0.99992652   -0 00 54.2
 EJ1779;SPC AR S     - 1,893,874.80  1,304,202.45   sFT  0.99992652   -0 00 54.2
 EJ1779;UTM  15      - 3,791,945.962   589,584.389   MT  0.99969892   +0 32 52.5
 EJ1779
 EJ1779                          SUPERSEDED SURVEY CONTROL
 EJ1779
 EJ1779  NAD 83(1986)-  34 15 53.30570(N)    092 01 36.87458(W) AD(       ) 4
 EJ1779  NAD 27      -  34 15 52.95400(N)    092 01 36.36500(W) AD(       ) 3
 EJ1779
 EJ1779.Superseded values are not recommended for survey control.
 EJ1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1779.See file dsdata.txt to determine how the superseded data were derived.
 EJ1779
 EJ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8958491946(NAD 83)
 EJ1779_MARKER: 51 = TANK
 EJ1779
 EJ1779  HISTORY     - Date     Condition        Report By
 EJ1779  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1779
 EJ1779                          STATION DESCRIPTION
 EJ1779
 EJ1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1779'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ABOUT
 EJ1779'2 MILES NORTH OF PINE BLUFF, NEAR THE SOUTHEAST CORNER OF THE
 EJ1779'DIERKS PAPER CO.  VIKING BAG PLANT GROUNDS AND IS OWNED AND
 EJ1779'OPERATED BY DIERKS PAPER CO. IT IS A FOUR LEGGED TUBULAR STEEL
 EJ1779'STRUCTURE WITH AN OVAL STEEL TANK AT THE TOP, PAINTED SILVER
 EJ1779'AND THE OVERALL HEIGHT IS ABOUT 150 FEET.
 EJ1779'
 EJ1779'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 65 AND HUTCHINSON
 EJ1779'ROAD IN THE NORTHWEST SECTION OF PINE BLUFF, GO NORTHEAST AND
 EJ1779'EAST ON HUTCHINSON ROAD FOR 2.45 MILES TO A SIDE ROAD LEFT.
 EJ1779'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.1 MILE TO THE
 EJ1779'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3016 ***********************************************************************
 EH3016  DESIGNATION -  PINE BLUFF FED COMP NO 2 SE TK
 EH3016  PID         -  EH3016
 EH3016  STATE/COUNTY-  AR/JEFFERSON
 EH3016  USGS QUAD   -  LADD (1975)
 EH3016
 EH3016                         *CURRENT SURVEY CONTROL
 EH3016  ___________________________________________________________________
 EH3016* NAD 83(1997)-  34 13 33.23951(N)    091 58 12.36168(W)     ADJUSTED  
 EH3016* NAVD 88     -                                                        
 EH3016  ___________________________________________________________________
 EH3016  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EH3016  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH3016
 EH3016  HORZ ORDER  -  THIRD
 EH3016
 EH3016.The horizontal coordinates were established by classical geodetic methods
 EH3016.and adjusted by the National Geodetic Survey in September 1999..
 EH3016
 EH3016
 EH3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3016
 EH3016.The geoid height was determined by GEOID03.
 EH3016
 EH3016;                    North         East     Units Scale Factor Converg.
 EH3016;SPC AR S     -   572,939.003   402,754.719   MT  0.99992403   +0 01 00.2
 EH3016;SPC AR S     - 1,879,717.38  1,321,371.11   sFT  0.99992403   +0 01 00.2
 EH3016;UTM  15      - 3,787,683.319   594,858.377   MT  0.99971092   +0 34 45.5
 EH3016
 EH3016                          SUPERSEDED SURVEY CONTROL
 EH3016
 EH3016  NAD 83(1986)-  34 13 33.24818(N)    091 58 12.35487(W) AD(       ) 4
 EH3016  NAD 27      -  34 13 32.89300(N)    091 58 11.85900(W) AD(       ) 3
 EH3016
 EH3016.Superseded values are not recommended for survey control.
 EH3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3016.See file dsdata.txt to determine how the superseded data were derived.
 EH3016
 EH3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9485887683(NAD 83)
 EH3016_MARKER: 53 = ELEVATED TANK
 EH3016
 EH3016  HISTORY     - Date     Condition        Report By
 EH3016  HISTORY     - 1939     FIRST OBSERVED   CGS
 EH3016  HISTORY     - 1964     GOOD             CGS
 EH3016
 EH3016                          STATION DESCRIPTION
 EH3016
 EH3016'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3016'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 EH3016'TIME.  THE STATION WAS NOT DESCRIBED IN 1939 AND A DESCRIPTION
 EH3016'FOLLOWS.  AT THE NORTHEAST EDGE OF PINE BLUFF ABOUT 0.3 MILE
 EH3016'EAST OF OF MICHIGAN STREET AND 3 RD STREET.  IT IS A 4 LEG
 EH3016'STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL HEIGHT OF ABOUT
 EH3016'100 FEET.  OWNED AND OPERATED BY THE FEDERAL COMPRESS COMPANY.
 EH3016'
 EH3016'THIS TANK IN 1939 WAS NOT CALLED THE SOUTHEAST TANK BUT WILL BE
 EH3016'CARRIED AS SUCH IN FUTURE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3018 ***********************************************************************
 EH3018  DESIGNATION -  PINE BLUFF FED COMP NO 2 NW TK
 EH3018  PID         -  EH3018
 EH3018  STATE/COUNTY-  AR/JEFFERSON
 EH3018  USGS QUAD   -  LADD (1975)
 EH3018
 EH3018                         *CURRENT SURVEY CONTROL
 EH3018  ___________________________________________________________________
 EH3018* NAD 83(1997)-  34 13 33.99248(N)    091 58 27.65885(W)     ADJUSTED  
 EH3018* NAVD 88     -                                                        
 EH3018  ___________________________________________________________________
 EH3018  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EH3018  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH3018
 EH3018  HORZ ORDER  -  THIRD
 EH3018
 EH3018.The horizontal coordinates were established by classical geodetic methods
 EH3018.and adjusted by the National Geodetic Survey in September 1999..
 EH3018
 EH3018
 EH3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3018
 EH3018.The geoid height was determined by GEOID03.
 EH3018
 EH3018;                    North         East     Units Scale Factor Converg.
 EH3018;SPC AR S     -   572,962.096   402,363.223   MT  0.99992404   +0 00 51.7
 EH3018;SPC AR S     - 1,879,793.14  1,320,086.67   sFT  0.99992404   +0 00 51.7
 EH3018;UTM  15      - 3,787,702.563   594,466.756   MT  0.99971000   +0 34 36.9
 EH3018
 EH3018                          SUPERSEDED SURVEY CONTROL
 EH3018
 EH3018  NAD 83(1986)-  34 13 34.00118(N)    091 58 27.65200(W) AD(       ) 4
 EH3018  NAD 27      -  34 13 33.64900(N)    091 58 27.15000(W) AD(       ) 3
 EH3018
 EH3018.Superseded values are not recommended for survey control.
 EH3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3018.See file dsdata.txt to determine how the superseded data were derived.
 EH3018
 EH3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9446787703(NAD 83)
 EH3018_MARKER: 53 = ELEVATED TANK
 EH3018
 EH3018  HISTORY     - Date     Condition        Report By
 EH3018  HISTORY     - 1939     FIRST OBSERVED   CGS
 EH3018  HISTORY     - 1940     GOOD             CGS
 EH3018  HISTORY     - 1957     GOOD             CGS
 EH3018  HISTORY     - 1964     GOOD             CGS
 EH3018
 EH3018                          STATION DESCRIPTION
 EH3018
 EH3018'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EH3018'POINT OBSERVED UPON WAS THE FINIAL OF WATER TANK NO.2 OF THE
 EH3018'FEDERAL COMPRESS COMPANY PLANT LOCATED AT THE E EDGE OF PINE
 EH3018'BLUFF.  TANK IS A STEEL STRUCTURE PAINTED SILVER, APPROXIMATELY
 EH3018'100 FEET HIGH WITH INSCRIPTION FEDERAL COMPRESS NO.2 PAINTED
 EH3018'ON TANK.  TANK IS LOCATED AT W EDGE OF PLANT.
 EH3018
 EH3018                          STATION RECOVERY (1940)
 EH3018
 EH3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3018'A NEW DESCRIPTION OF THE STATION IS GIVEN.
 EH3018'
 EH3018'POINT OBSERVED WAS THE FINIAL OF THE WATER TANK AT THE FEDERAL
 EH3018'COMPRESS COMPANY PLANT NO.2.  THIS IS A STEEL STRUCTURE ABOUT
 EH3018'100 FEET TO THE PLATFORM AROUND THE TANK AND 30 FEET FROM
 EH3018'PLATFORM TO FINIAL.  IT IS PAINTED SILVER.  THE TANK IS
 EH3018'LOCATED 1.8 MILES E OF PINE BLUFF ON FOURTH AVENUE.
 EH3018'
 EH3018'THIS IS AN INTERSECTION STATION.
 EH3018
 EH3018                          STATION RECOVERY (1957)
 EH3018
 EH3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RER)
 EH3018'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EH3018
 EH3018                          STATION RECOVERY (1964)
 EH3018
 EH3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3018'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 EH3018'TIME.  DUE TO 2 TANKS BEING CLOSE TOGETHER THIS TANK IS
 EH3018'CARRIED AS THE NORTHWEST TANK AND THE OTHER THE SOUTHEAST TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1793 ***********************************************************************
 EJ1793  DESIGNATION -  PINE BLUFF FED COMP PLANT 1 TK
 EJ1793  PID         -  EJ1793
 EJ1793  STATE/COUNTY-  AR/JEFFERSON
 EJ1793  USGS QUAD   -  PINE BLUFF (1984)
 EJ1793
 EJ1793                         *CURRENT SURVEY CONTROL
 EJ1793  ___________________________________________________________________
 EJ1793* NAD 83(1997)-  34 13 27.56198(N)    092 01 57.21880(W)     ADJUSTED  
 EJ1793* NAVD 88     -                                                        
 EJ1793  ___________________________________________________________________
 EJ1793  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EJ1793  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ1793
 EJ1793  HORZ ORDER  -  THIRD
 EJ1793
 EJ1793.The horizontal coordinates were established by classical geodetic methods
 EJ1793.and adjusted by the National Geodetic Survey in September 1999..
 EJ1793
 EJ1793
 EJ1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1793
 EJ1793.The geoid height was determined by GEOID03.
 EJ1793
 EJ1793;                    North         East     Units Scale Factor Converg.
 EJ1793;SPC AR S     -   572,764.150   397,000.038   MT  0.99992394   -0 01 05.6
 EJ1793;SPC AR S     - 1,879,143.72  1,302,490.96   sFT  0.99992394   -0 01 05.6
 EJ1793;UTM  15      - 3,787,452.032   589,106.953   MT  0.99969787   +0 32 39.0
 EJ1793
 EJ1793                          SUPERSEDED SURVEY CONTROL
 EJ1793
 EJ1793  NAD 83(1986)-  34 13 27.57086(N)    092 01 57.21174(W) AD(       ) 4
 EJ1793  NAD 27      -  34 13 27.21500(N)    092 01 56.69600(W) AD(       ) 3
 EJ1793
 EJ1793.Superseded values are not recommended for survey control.
 EJ1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1793.See file dsdata.txt to determine how the superseded data were derived.
 EJ1793
 EJ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8910787452(NAD 83)
 EJ1793_MARKER: 51 = TANK
 EJ1793
 EJ1793  HISTORY     - Date     Condition        Report By
 EJ1793  HISTORY     - 1939     FIRST OBSERVED   CGS
 EJ1793  HISTORY     - 1940     SEE DESCRIPTION  CGS
 EJ1793
 EJ1793                          STATION DESCRIPTION
 EJ1793
 EJ1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EJ1793'POINT OBSERVED WAS FINIAL OF WATER TANK NO.1 OF THE FEDERAL
 EJ1793'COMPRESS COMPANY LOCATED AT THE W EDGE OF PINE BLUFF.  TANK
 EJ1793'IS A STEEL STRUCTURE PAINTED SILVER WITH INSCRIPTION FEDERAL
 EJ1793'COMPRESS NO.1 PAINTED ON TANK.  TANK IS APPROXIMATELY 100
 EJ1793'FEET HIGH.
 EJ1793
 EJ1793                          STATION RECOVERY (1940)
 EJ1793
 EJ1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1793'A NEW DESCRIPTION OF THE STATION IS GIVEN.
 EJ1793'
 EJ1793'POINT OBSERVED WAS THE FINIAL OF THE FEDERAL COMPRESS COMPANY
 EJ1793'PLANT NO.1, WATER TANK.  TANK IS A STEEL STRUCTURE PAINTED
 EJ1793'SILVER WITH FEDERAL COMPRESS PLANT NO.1 PAINTED ON W SIDE OF
 EJ1793'TANK.  IT IS APPROXIMATELY 100 FEET TO PLATFORM AROUND TANK AND
 EJ1793'35 FEET FROM PLATFORM TO FINIAL.  THE TANK IS 1.7 MILES W
 EJ1793'OF PINE BLUFF AND ABOUT 150 FEET N OF U.S. HIGHWAY 65.
 EJ1793'
 EJ1793'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1800 ***********************************************************************
 EJ1800  DESIGNATION -  PINE BLUFF FED COMP PLANT 4 TK
 EJ1800  PID         -  EJ1800
 EJ1800  STATE/COUNTY-  AR/JEFFERSON
 EJ1800  USGS QUAD   -  PINE BLUFF (1984)
 EJ1800
 EJ1800                         *CURRENT SURVEY CONTROL
 EJ1800  ___________________________________________________________________
 EJ1800* NAD 83(1997)-  34 13 31.22906(N)    092 02 17.53146(W)     ADJUSTED  
 EJ1800* NAVD 88     -                                                        
 EJ1800  ___________________________________________________________________
 EJ1800  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EJ1800  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ1800
 EJ1800  HORZ ORDER  -  THIRD
 EJ1800
 EJ1800.The horizontal coordinates were established by classical geodetic methods
 EJ1800.and adjusted by the National Geodetic Survey in September 1999..
 EJ1800
 EJ1800
 EJ1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1800
 EJ1800.The geoid height was determined by GEOID03.
 EJ1800
 EJ1800;                    North         East     Units Scale Factor Converg.
 EJ1800;SPC AR S     -   572,877.314   396,480.222   MT  0.99992400   -0 01 17.0
 EJ1800;SPC AR S     - 1,879,514.99  1,300,785.53   sFT  0.99992400   -0 01 17.0
 EJ1800;UTM  15      - 3,787,560.064   588,586.169   MT  0.99969673   +0 32 27.6
 EJ1800
 EJ1800                          SUPERSEDED SURVEY CONTROL
 EJ1800
 EJ1800  NAD 83(1986)-  34 13 31.23799(N)    092 02 17.52440(W) AD(       ) 4
 EJ1800  NAD 27      -  34 13 30.88900(N)    092 02 17.02400(W) AD(       ) 3
 EJ1800
 EJ1800.Superseded values are not recommended for survey control.
 EJ1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1800.See file dsdata.txt to determine how the superseded data were derived.
 EJ1800
 EJ1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8858687560(NAD 83)
 EJ1800_MARKER: 51 = TANK
 EJ1800
 EJ1800  HISTORY     - Date     Condition        Report By
 EJ1800  HISTORY     - 1939     FIRST OBSERVED   CGS
 EJ1800
 EJ1800                          STATION DESCRIPTION
 EJ1800
 EJ1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EJ1800'POINT OBSERVED UPON WAS THE FINIAL OF WATER TANK NO.4 OF THE
 EJ1800'FEDERAL COMPRESS COMPANY PLANT.  TANK IS A STEEL STRUCTURE
 EJ1800'PAINTED SILVER WITH INSCRIPTION (FEDERAL COMPRESS NO.4) PAINTED
 EJ1800'ON TANK.  IT IS APPROXIMATELY 100 FEET HIGH AND LOCATED AT THE
 EJ1800'W END OF THE PLANT WHICH IS AT THE W EDGE OF PINE BLUFF.
 EJ1800'
 EJ1800'OBSERVED UPON FROM TRIANGULATION STATIONS SHERRILL, PINE BLUFF,
 EJ1800'AND MUNDELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1792 ***********************************************************************
 EJ1792  DESIGNATION -  PINE BLUFF FIRST METHODIST CH
 EJ1792  PID         -  EJ1792
 EJ1792  STATE/COUNTY-  AR/JEFFERSON
 EJ1792  USGS QUAD   -  PINE BLUFF (1984)
 EJ1792
 EJ1792                         *CURRENT SURVEY CONTROL
 EJ1792  ___________________________________________________________________
 EJ1792* NAD 83(1997)-  34 13 24.46471(N)    092 00 18.55826(W)     ADJUSTED  
 EJ1792* NAVD 88     -                                                        
 EJ1792  ___________________________________________________________________
 EJ1792  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 EJ1792  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ1792
 EJ1792  HORZ ORDER  -  THIRD
 EJ1792
 EJ1792.The horizontal coordinates were established by classical geodetic methods
 EJ1792.and adjusted by the National Geodetic Survey in September 1999..
 EJ1792
 EJ1792
 EJ1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1792
 EJ1792.The geoid height was determined by GEOID03.
 EJ1792
 EJ1792;                    North         East     Units Scale Factor Converg.
 EJ1792;SPC AR S     -   572,668.256   399,525.037   MT  0.99992389   -0 00 10.4
 EJ1792;SPC AR S     - 1,878,829.10  1,310,775.06   sFT  0.99992389   -0 00 10.4
 EJ1792;UTM  15      - 3,787,380.943   591,632.207   MT  0.99970350   +0 33 34.4
 EJ1792
 EJ1792                          SUPERSEDED SURVEY CONTROL
 EJ1792
 EJ1792  NAD 83(1986)-  34 13 24.47352(N)    092 00 18.55131(W) AD(       ) 4
 EJ1792  NAD 27      -  34 13 24.12016(N)    092 00 18.04567(W) AD(       ) 3
 EJ1792
 EJ1792.Superseded values are not recommended for survey control.
 EJ1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1792.See file dsdata.txt to determine how the superseded data were derived.
 EJ1792
 EJ1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9163287381(NAD 83)
 EJ1792_MARKER: 91 = CHURCH CROSS
 EJ1792
 EJ1792  HISTORY     - Date     Condition        Report By
 EJ1792  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1792
 EJ1792                          STATION DESCRIPTION
 EJ1792
 EJ1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1792'THE STATION IS THE CROSS AT THE TOP OF A 4 LEG STEEL,
 EJ1792'SELF-SUPPORTING STRUCTURE, PAINTED IN ALTERNATE SECTIONS OF
 EJ1792'INTERNATIONAL RED AND WHITE.  THE CROSS IS PAINTED WHITE AND
 EJ1792'THE OVERALL HEIGHT OF THE ENTIRE STRUCTURE IS ABOUT 100 FEET.
 EJ1792'
 EJ1792'LOCATED IN THE CENTER OF THE PINE BLUFF BUSINESS DISTRICT
 EJ1792'NEAR THE INTERSECTION OF PINE STREET AND 6 TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3021 ***********************************************************************
 EH3021  DESIGNATION -  PINE BLUFF INTL PAPER CO TANK
 EH3021  PID         -  EH3021
 EH3021  STATE/COUNTY-  AR/JEFFERSON
 EH3021  USGS QUAD   -  LADD (1975)
 EH3021
 EH3021                         *CURRENT SURVEY CONTROL
 EH3021  ___________________________________________________________________
 EH3021* NAD 83(1997)-  34 13 16.54880(N)    091 54 14.69033(W)     ADJUSTED  
 EH3021* NAVD 88     -                                                        
 EH3021  ___________________________________________________________________
 EH3021  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EH3021  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH3021
 EH3021  HORZ ORDER  -  THIRD
 EH3021
 EH3021.The horizontal coordinates were established by classical geodetic methods
 EH3021.and adjusted by the National Geodetic Survey in September 1999..
 EH3021
 EH3021
 EH3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3021
 EH3021.The geoid height was determined by GEOID03.
 EH3021
 EH3021;                    North         East     Units Scale Factor Converg.
 EH3021;SPC AR S     -   572,428.491   408,837.772   MT  0.99992377   +0 03 13.3
 EH3021;SPC AR S     - 1,878,042.47  1,341,328.59   sFT  0.99992377   +0 03 13.3
 EH3021;UTM  15      - 3,787,232.659   600,944.897   MT  0.99972561   +0 36 59.0
 EH3021
 EH3021                          SUPERSEDED SURVEY CONTROL
 EH3021
 EH3021  NAD 83(1986)-  34 13 16.55736(N)    091 54 14.68388(W) AD(       ) 4
 EH3021  NAD 27      -  34 13 16.20495(N)    091 54 14.19381(W) AD(       ) 3
 EH3021
 EH3021.Superseded values are not recommended for survey control.
 EH3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3021.See file dsdata.txt to determine how the superseded data were derived.
 EH3021
 EH3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0094587233(NAD 83)
 EH3021_MARKER: 53 = ELEVATED TANK
 EH3021_SETTING: 0 = UNSPECIFIED SETTING
 EH3021
 EH3021  HISTORY     - Date     Condition        Report By
 EH3021  HISTORY     - 1964     FIRST OBSERVED   CGS
 EH3021  HISTORY     - 1978     GOOD             NGS
 EH3021  HISTORY     - 1980     GOOD             NGS
 EH3021
 EH3021                          STATION DESCRIPTION
 EH3021
 EH3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3021'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 EH3021'4 LEG STEEL STRUCTURE PAINTED GREY WITH AN OVERALL HEIGHT OF
 EH3021'ABOUT 100 FEET.  OWNED AND OPERATED BY THE INTERNATIONAL PAPER
 EH3021'COMPANY.
 EH3021'
 EH3021'LOCATED ABOUT 1.9 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY
 EH3021'65 AND STATE HIGHWAY 81 (ABOUT 4 MILES SOUTHEAST OF THE CENTER
 EH3021'OF PINE BLUFF).
 EH3021
 EH3021                          STATION RECOVERY (1978)
 EH3021
 EH3021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 EH3021'STATION WAS RECOVERED AS DESCRIBED.
 EH3021'
 EH3021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 EH3021'OF PINE BLUFF.
 EH3021
 EH3021                          STATION RECOVERY (1980)
 EH3021
 EH3021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 EH3021'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EH3021'
 EH3021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.9 MILES
 EH3021'NORTH OF THE JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY 81
 EH3021'(ABOUT 4 MILES SOUTHEAST OF THE CENTER OF PINE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3026 ***********************************************************************
 EH3026  DESIGNATION -  PINE BLUFF INTL PAPER CO C STK
 EH3026  PID         -  EH3026
 EH3026  STATE/COUNTY-  AR/JEFFERSON
 EH3026  USGS QUAD   -  LADD (1975)
 EH3026
 EH3026                         *CURRENT SURVEY CONTROL
 EH3026  ___________________________________________________________________
 EH3026* NAD 83(1997)-  34 13 14.30989(N)    091 54 24.07165(W)     ADJUSTED  
 EH3026* NAVD 88     -                                                        
 EH3026  ___________________________________________________________________
 EH3026  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EH3026  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH3026
 EH3026  HORZ ORDER  -  THIRD
 EH3026
 EH3026.The horizontal coordinates were established by classical geodetic methods
 EH3026.and adjusted by the National Geodetic Survey in September 1999..
 EH3026
 EH3026
 EH3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3026
 EH3026.The geoid height was determined by GEOID03.
 EH3026
 EH3026;                    North         East     Units Scale Factor Converg.
 EH3026;SPC AR S     -   572,359.287   408,597.731   MT  0.99992373   +0 03 08.0
 EH3026;SPC AR S     - 1,877,815.43  1,340,541.06   sFT  0.99992373   +0 03 08.0
 EH3026;UTM  15      - 3,787,161.115   600,705.595   MT  0.99972501   +0 36 53.7
 EH3026
 EH3026                          SUPERSEDED SURVEY CONTROL
 EH3026
 EH3026  NAD 83(1986)-  34 13 14.31845(N)    091 54 24.06517(W) AD(       ) 4
 EH3026  NAD 27      -  34 13 13.96604(N)    091 54 23.57476(W) AD(       ) 3
 EH3026
 EH3026.Superseded values are not recommended for survey control.
 EH3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3026.See file dsdata.txt to determine how the superseded data were derived.
 EH3026
 EH3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0070687161(NAD 83)
 EH3026_MARKER: 63 = STACK
 EH3026
 EH3026  HISTORY     - Date     Condition        Report By
 EH3026  HISTORY     - 1964     FIRST OBSERVED   CGS
 EH3026  HISTORY     - 1968     GOOD             CGS
 EH3026
 EH3026                          STATION DESCRIPTION
 EH3026
 EH3026'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3026'STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS THE
 EH3026'CENTER 1 OF 3 IDENTICAL STACKS.  IT IS A STEEL STRUCTURE PAINTED
 EH3026'BLACK, ON THE MAIN BUILDING OF THE PLANT, WITH AN OVERALL HEIGHT
 EH3026'OF 218 FEET.  OWNED AND OPERATED BY THE INTERNATIONAL PAPER CO.
 EH3026'
 EH3026'ABOUT 1.9 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 65 AND
 EH3026'STATE HIGHWAY 81 (ABOUT 4 MILES SOUTHEAST OF THE CENTER OF PINE
 EH3026'BLUFF)
 EH3026
 EH3026                          STATION RECOVERY (1968)
 EH3026
 EH3026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 EH3026'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 EH3026'DESCRIBED.
 EH3026'
 EH3026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.6 MILES EAST
 EH3026'OF PINE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3024 ***********************************************************************
 EH3024  DESIGNATION -  PINE BLUFF KKV722 KD 6304 MAST
 EH3024  PID         -  EH3024
 EH3024  STATE/COUNTY-  AR/JEFFERSON
 EH3024  USGS QUAD   -  LADD (1975)
 EH3024
 EH3024                         *CURRENT SURVEY CONTROL
 EH3024  ___________________________________________________________________
 EH3024* NAD 83(1997)-  34 13 45.50544(N)    091 59 20.10754(W)     ADJUSTED  
 EH3024* NAVD 88     -                                                        
 EH3024  ___________________________________________________________________
 EH3024  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EH3024  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH3024
 EH3024  HORZ ORDER  -  THIRD
 EH3024
 EH3024.The horizontal coordinates were established by classical geodetic methods
 EH3024.and adjusted by the National Geodetic Survey in September 1999..
 EH3024
 EH3024
 EH3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3024
 EH3024.The geoid height was determined by GEOID03.
 EH3024
 EH3024;                    North         East     Units Scale Factor Converg.
 EH3024;SPC AR S     -   573,316.576   401,020.901   MT  0.99992423   +0 00 22.3
 EH3024;SPC AR S     - 1,880,956.13  1,315,682.74   sFT  0.99992423   +0 00 22.3
 EH3024;UTM  15      - 3,788,043.773   593,121.309   MT  0.99970689   +0 34 07.6
 EH3024
 EH3024                          SUPERSEDED SURVEY CONTROL
 EH3024
 EH3024  NAD 83(1986)-  34 13 45.51417(N)    091 59 20.10058(W) AD(       ) 4
 EH3024  NAD 27      -  34 13 45.16088(N)    091 59 19.59853(W) AD(       ) 3
 EH3024
 EH3024.Superseded values are not recommended for survey control.
 EH3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3024.See file dsdata.txt to determine how the superseded data were derived.
 EH3024
 EH3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9312188044(NAD 83)
 EH3024_MARKER: 42 = RADIO/TV MAST
 EH3024
 EH3024  HISTORY     - Date     Condition        Report By
 EH3024  HISTORY     - 1964     FIRST OBSERVED   CGS
 EH3024
 EH3024                          STATION DESCRIPTION
 EH3024
 EH3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3024'STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  IT IS A 3
 EH3024'LEG STEEL STRUCTURE, GUYED, PAINTED IN ALTERNATE SECTIONS
 EH3024'OF INTERNATIONAL RED AND WHITE AND HAS AN OVERALL HEIGHT OF 300
 EH3024'FEET.
 EH3024'
 EH3024'LOCATED IN THE NORTHEAST EDGE OF PINE BLUFF AT 104 NEBRASKA
 EH3024'STREET.  OWNED AND OPERATED BY THE PINE BLUFF SAND AND GRAVEL
 EH3024'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1788 ***********************************************************************
 EJ1788  DESIGNATION -  PINE BLUFF PINE CREST MILL TK
 EJ1788  PID         -  EJ1788
 EJ1788  STATE/COUNTY-  AR/JEFFERSON
 EJ1788  USGS QUAD   -  PINE BLUFF (1984)
 EJ1788
 EJ1788                         *CURRENT SURVEY CONTROL
 EJ1788  ___________________________________________________________________
 EJ1788* NAD 83(1997)-  34 14 10.62481(N)    092 02 37.00738(W)     ADJUSTED  
 EJ1788* NAVD 88     -                                                        
 EJ1788  ___________________________________________________________________
 EJ1788  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EJ1788  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ1788
 EJ1788  HORZ ORDER  -  THIRD
 EJ1788
 EJ1788.The horizontal coordinates were established by classical geodetic methods
 EJ1788.and adjusted by the National Geodetic Survey in September 1999..
 EJ1788
 EJ1788
 EJ1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1788
 EJ1788.The geoid height was determined by GEOID03.
 EJ1788
 EJ1788;                    North         East     Units Scale Factor Converg.
 EJ1788;SPC AR S     -   574,091.320   395,982.301   MT  0.99992465   -0 01 27.9
 EJ1788;SPC AR S     - 1,883,497.94  1,299,151.93   sFT  0.99992465   -0 01 27.9
 EJ1788;UTM  15      - 3,788,768.848   588,076.471   MT  0.99969562   +0 32 17.2
 EJ1788
 EJ1788                          SUPERSEDED SURVEY CONTROL
 EJ1788
 EJ1788  NAD 83(1986)-  34 14 10.63368(N)    092 02 37.00024(W) AD(       ) 4
 EJ1788  NAD 27      -  34 14 10.28155(N)    092 02 36.49082(W) AD(       ) 3
 EJ1788
 EJ1788.Superseded values are not recommended for survey control.
 EJ1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1788.See file dsdata.txt to determine how the superseded data were derived.
 EJ1788
 EJ1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8807688769(NAD 83)
 EJ1788_MARKER: 51 = TANK
 EJ1788
 EJ1788  HISTORY     - Date     Condition        Report By
 EJ1788  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1788
 EJ1788                          STATION DESCRIPTION
 EJ1788
 EJ1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1788'STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 4 LEG
 EJ1788'STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND PINECREST PAINTED
 EJ1788'IN BLACK LETTERS ON THE WEST SIDE.  THE OVERALL HEIGHT OF THE
 EJ1788'STRUCTURE IS ABOUT 100 FEET.
 EJ1788'
 EJ1788'LOCATED AT THE NORTHWEST EDGE OF PINE BLUFF, 0.05 MILE EAST OF
 EJ1788'THE INTERSECTION OF U.S. HIGHWAY 65 AND HIGHWAY 65 BUSINESS.
 EJ1788'OWNED AND OPERATED BY THE PINECREST MILLING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3017 ***********************************************************************
 EH3017  DESIGNATION -  PINE BLUFF RAD STA WUG 32 TWR
 EH3017  PID         -  EH3017
 EH3017  STATE/COUNTY-  AR/JEFFERSON
 EH3017  USGS QUAD   -  LADD (1975)
 EH3017
 EH3017                         *CURRENT SURVEY CONTROL
 EH3017  ___________________________________________________________________
 EH3017* NAD 83(1997)-  34 13 49.07891(N)    091 58 10.70660(W)     ADJUSTED  
 EH3017* NAVD 88     -                                                        
 EH3017  ___________________________________________________________________
 EH3017  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EH3017  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH3017
 EH3017  HORZ ORDER  -  THIRD
 EH3017
 EH3017.The horizontal coordinates were established by classical geodetic methods
 EH3017.and adjusted by the National Geodetic Survey in September 1999..
 EH3017
 EH3017
 EH3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3017
 EH3017.The geoid height was determined by GEOID03.
 EH3017
 EH3017;                    North         East     Units Scale Factor Converg.
 EH3017;SPC AR S     -   573,427.036   402,796.932   MT  0.99992429   +0 01 01.2
 EH3017;SPC AR S     - 1,881,318.53  1,321,509.60   sFT  0.99992429   +0 01 01.2
 EH3017;UTM  15      - 3,788,171.640   594,895.787   MT  0.99971100   +0 34 46.7
 EH3017
 EH3017                          SUPERSEDED SURVEY CONTROL
 EH3017
 EH3017  NAD 83(1986)-  34 13 49.08759(N)    091 58 10.69973(W) AD(       ) 4
 EH3017  NAD 27      -  34 13 48.78411(N)    091 58 10.20172(W) AD(       ) 3
 EH3017
 EH3017.Superseded values are not recommended for survey control.
 EH3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3017.See file dsdata.txt to determine how the superseded data were derived.
 EH3017
 EH3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9489688172(NAD 83)
 EH3017_MARKER: 43 = RADIO/TV TOWER
 EH3017
 EH3017  HISTORY     - Date     Condition        Report By
 EH3017  HISTORY     - 1964     FIRST OBSERVED   CGS
 EH3017  HISTORY     - 1978     GOOD             NGS
 EH3017
 EH3017                          STATION DESCRIPTION
 EH3017
 EH3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3017'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 3
 EH3017'LEG, STEEL, SELF SUPPORTING STRUCTURE PAINTED IN ALTERNATE SECTIONS
 EH3017'OF INTERNATIONAL RED AND WHITE WITH A RED LIGHT AT THE TOP.
 EH3017'OVERALL HEIGHT OF THE STRUCTURE IS 300 FEET.
 EH3017'
 EH3017'IN THE EXTREME NORTHEAST SECTION OF PINE BLUFF, ABOUT 0.3 MILE
 EH3017'NORTHEAST OF THE INTERSECTION OF KANSAS AND EAST BARRAQUE
 EH3017'STREETS, 0.1 MILE NORTH OF BARRAQUE ON THE SOUTH EDGE OF A FLOOD
 EH3017'LEVEE.  OWNED AND OPERATED BY THE CORP. OF ENGINEERS.
 EH3017
 EH3017                          STATION RECOVERY (1978)
 EH3017
 EH3017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 EH3017'STATION WAS RECOVERED AS DESCRIBED.
 EH3017'
 EH3017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST SECTION
 EH3017'OF PINE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1791 ***********************************************************************
 EJ1791  DESIGNATION -  PINE BLUFF RAD STA KAA 2500
 EJ1791  PID         -  EJ1791
 EJ1791  STATE/COUNTY-  AR/JEFFERSON
 EJ1791  USGS QUAD   -  PINE BLUFF (1984)
 EJ1791
 EJ1791                         *CURRENT SURVEY CONTROL
 EJ1791  ___________________________________________________________________
 EJ1791* NAD 83(1997)-  34 13 22.89007(N)    092 01 51.22084(W)     ADJUSTED  
 EJ1791* NAVD 88     -                                                        
 EJ1791  ___________________________________________________________________
 EJ1791  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EJ1791  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ1791
 EJ1791  HORZ ORDER  -  THIRD
 EJ1791
 EJ1791.The horizontal coordinates were established by classical geodetic methods
 EJ1791.and adjusted by the National Geodetic Survey in September 1999..
 EJ1791
 EJ1791
 EJ1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1791
 EJ1791.The geoid height was determined by GEOID03.
 EJ1791
 EJ1791;                    North         East     Units Scale Factor Converg.
 EJ1791;SPC AR S     -   572,620.158   397,153.499   MT  0.99992387   -0 01 02.2
 EJ1791;SPC AR S     - 1,878,671.30  1,302,994.44   sFT  0.99992387   -0 01 02.2
 EJ1791;UTM  15      - 3,787,309.585   589,261.785   MT  0.99969821   +0 32 42.3
 EJ1791
 EJ1791                          SUPERSEDED SURVEY CONTROL
 EJ1791
 EJ1791  NAD 83(1986)-  34 13 22.89891(N)    092 01 51.21378(W) AD(       ) 4
 EJ1791  NAD 27      -  34 13 22.54630(N)    092 01 50.70529(W) AD(       ) 3
 EJ1791
 EJ1791.Superseded values are not recommended for survey control.
 EJ1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1791.See file dsdata.txt to determine how the superseded data were derived.
 EJ1791
 EJ1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8926287310(NAD 83)
 EJ1791_MARKER: 42 = RADIO/TV MAST
 EJ1791
 EJ1791  HISTORY     - Date     Condition        Report By
 EJ1791  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1791
 EJ1791                          STATION DESCRIPTION
 EJ1791
 EJ1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1791'STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A GUYED
 EJ1791'3 LEG STEEL STRUCTURE, PAINTED IN ALTERNATE SECTIONS OF
 EJ1791'INTERNATIONAL RED AND WHITE, WITH A BLINKING RED LIGHT AT
 EJ1791'THE TOP.  OWNED AND OPERATED BY THE GATHRIGHT MOVING CO.,
 EJ1791'AND HAS AN OVERALL HEIGHT OF 262 FEET.
 EJ1791'
 EJ1791'LOCATED IN THE WEST EDGE OF PINE BLUFF AT 2720 WEST 6TH
 EJ1791'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1787 ***********************************************************************
 EJ1787  DESIGNATION -  PINE BLUFF RADIO STA KOTN MAST
 EJ1787  PID         -  EJ1787
 EJ1787  STATE/COUNTY-  AR/JEFFERSON
 EJ1787  USGS QUAD   -  PINE BLUFF (1984)
 EJ1787
 EJ1787                         *CURRENT SURVEY CONTROL
 EJ1787  ___________________________________________________________________
 EJ1787* NAD 83(1997)-  34 13 28.84304(N)    092 00 11.30239(W)     ADJUSTED  
 EJ1787* NAVD 88     -                                                        
 EJ1787  ___________________________________________________________________
 EJ1787  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 EJ1787  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ1787
 EJ1787  HORZ ORDER  -  THIRD
 EJ1787
 EJ1787.The horizontal coordinates were established by classical geodetic methods
 EJ1787.and adjusted by the National Geodetic Survey in September 1999..
 EJ1787
 EJ1787
 EJ1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1787
 EJ1787.The geoid height was determined by GEOID03.
 EJ1787
 EJ1787;                    North         East     Units Scale Factor Converg.
 EJ1787;SPC AR S     -   572,803.147   399,710.741   MT  0.99992396   -0 00 06.3
 EJ1787;SPC AR S     - 1,879,271.66  1,311,384.32   sFT  0.99992396   -0 00 06.3
 EJ1787;UTM  15      - 3,787,517.621   591,816.538   MT  0.99970392   +0 33 38.6
 EJ1787
 EJ1787                          SUPERSEDED SURVEY CONTROL
 EJ1787
 EJ1787  NAD 83(1986)-  34 13 28.85188(N)    092 00 11.29541(W) AD(       ) 4
 EJ1787  NAD 27      -  34 13 28.51500(N)    092 00 10.79800(W) AD(       ) 3
 EJ1787
 EJ1787.Superseded values are not recommended for survey control.
 EJ1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1787.See file dsdata.txt to determine how the superseded data were derived.
 EJ1787
 EJ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9181787518(NAD 83)
 EJ1787_MARKER: 42 = RADIO/TV MAST
 EJ1787
 EJ1787  HISTORY     - Date     Condition        Report By
 EJ1787  HISTORY     - 1939     FIRST OBSERVED   CGS
 EJ1787  HISTORY     - 1940     GOOD             CGS
 EJ1787  HISTORY     - 1964     GOOD             CGS
 EJ1787
 EJ1787                          STATION DESCRIPTION
 EJ1787
 EJ1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EJ1787'POINT OBSERVED UPON WAS THE TIP OF THE RADIO MAST OF RADIO STATION
 EJ1787'KOTN.  MAST, A STEEL STRUCTURE PAINTED ALTERNATE WHITE AND
 EJ1787'RED, IS APPROXIMATELY 50 FEET HIGH AND LOCATED ON THE ROOF
 EJ1787'OF THE SIMMONS NATIONAL BANK BUILDING IN THE CENTER OF THE
 EJ1787'BUSINESS DISTRICT OF PINE BLUFF.
 EJ1787
 EJ1787                          STATION RECOVERY (1940)
 EJ1787
 EJ1787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1787'A NEW DESCRIPTION OF THE STATION IS GIVEN.
 EJ1787'
 EJ1787'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF THE RADIO MAST
 EJ1787'AT STATION KOTN.  THIS IS A SLENDER STEEL MAST ABOUT 80 FEET
 EJ1787'HIGH LOCATED ON THE TOP OF THE SIMMONS NATIONAL BANK BUILDING
 EJ1787'AT THE SE CORNER OF SIXTH AND MAIN STREETS IN PINE BLUFF.
 EJ1787'THE MAST IS LIGHTED WITH RED OBSTRUCTION LIGHTS AT NIGHT.
 EJ1787'
 EJ1787'THIS IS AN INTERSECTION STATION.
 EJ1787
 EJ1787                          STATION RECOVERY (1964)
 EJ1787
 EJ1787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1787'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 EJ1787'TIME.  THE PREVIOUS DESCRIPTION STATED THAT THE MAST WAS 80
 EJ1787'FEET HIGH, BUT WAS FOUND TO BE 154 FEET HIGH AND ON THE ROOF
 EJ1787'OF A BUILDING 151 FEET HIGH.  THE OVERALL HEIGHT OF THE
 EJ1787'BUILDING AND THE MAST IS 304 FEET ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1794 ***********************************************************************
 EJ1794  DESIGNATION -  PINE BLUFF RADIO STA KKA 778
 EJ1794  PID         -  EJ1794
 EJ1794  STATE/COUNTY-  AR/JEFFERSON
 EJ1794  USGS QUAD   -  PINE BLUFF (1984)
 EJ1794
 EJ1794                         *CURRENT SURVEY CONTROL
 EJ1794  ___________________________________________________________________
 EJ1794* NAD 83(1997)-  34 14 51.05601(N)    092 00 58.55445(W)     ADJUSTED  
 EJ1794* NAVD 88     -                                                        
 EJ1794  ___________________________________________________________________
 EJ1794  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EJ1794  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ1794
 EJ1794  HORZ ORDER  -  THIRD
 EJ1794
 EJ1794.The horizontal coordinates were established by classical geodetic methods
 EJ1794.and adjusted by the National Geodetic Survey in September 1999..
 EJ1794
 EJ1794
 EJ1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1794
 EJ1794.The geoid height was determined by GEOID03.
 EJ1794
 EJ1794;                    North         East     Units Scale Factor Converg.
 EJ1794;SPC AR S     -   575,336.296   398,501.834   MT  0.99992536   -0 00 32.8
 EJ1794;SPC AR S     - 1,887,582.50  1,307,418.10   sFT  0.99992536   -0 00 32.8
 EJ1794;UTM  15      - 3,790,038.217   590,583.090   MT  0.99970114   +0 33 13.2
 EJ1794
 EJ1794                          SUPERSEDED SURVEY CONTROL
 EJ1794
 EJ1794  NAD 83(1986)-  34 14 51.06476(N)    092 00 58.54736(W) AD(       ) 4
 EJ1794  NAD 27      -  34 14 50.71291(N)    092 00 58.04030(W) AD(       ) 3
 EJ1794
 EJ1794.Superseded values are not recommended for survey control.
 EJ1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1794.See file dsdata.txt to determine how the superseded data were derived.
 EJ1794
 EJ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9058390038(NAD 83)
 EJ1794_MARKER: 42 = RADIO/TV MAST
 EJ1794
 EJ1794  HISTORY     - Date     Condition        Report By
 EJ1794  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1794
 EJ1794                          STATION DESCRIPTION
 EJ1794
 EJ1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1794'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS
 EJ1794'A 3 LEG, GUYED, STEEL STRUCTURE, PAINTED IN ALTERNATE SECTIONS
 EJ1794'OF INTERNATIONAL RED AND WHITE.  IT IS OWNED AND OPERATED BY
 EJ1794'THE JEFFERSON COUNTY SHERIFFS DEPARTMENT.
 EJ1794'
 EJ1794'LOCATED IN THE NORTH EDGE OF THE PINE BLUFF BUSINESS DISTRICT
 EJ1794'AT THE NORTHWEST CORNER OF THE COUNTY JAIL.  THE OVERALL
 EJ1794'HEIGHT OF THE STRUCTURE IS ABOUT 175 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1795 ***********************************************************************
 EJ1795  DESIGNATION -  PINE BLUFF RADIO STA KCLA MAST
 EJ1795  PID         -  EJ1795
 EJ1795  STATE/COUNTY-  AR/JEFFERSON
 EJ1795  USGS QUAD   -  PINE BLUFF (1984)
 EJ1795
 EJ1795                         *CURRENT SURVEY CONTROL
 EJ1795  ___________________________________________________________________
 EJ1795* NAD 83(1997)-  34 12 04.33267(N)    092 02 03.46531(W)     ADJUSTED  
 EJ1795* NAVD 88     -                                                        
 EJ1795  ___________________________________________________________________
 EJ1795  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EJ1795  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EJ1795
 EJ1795  HORZ ORDER  -  THIRD
 EJ1795
 EJ1795.The horizontal coordinates were established by classical geodetic methods
 EJ1795.and adjusted by the National Geodetic Survey in September 1999..
 EJ1795
 EJ1795
 EJ1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1795
 EJ1795.The geoid height was determined by GEOID03.
 EJ1795
 EJ1795;                    North         East     Units Scale Factor Converg.
 EJ1795;SPC AR S     -   570,199.867   396,839.313   MT  0.99992269   -0 01 09.1
 EJ1795;SPC AR S     - 1,870,730.73  1,301,963.65   sFT  0.99992269   -0 01 09.1
 EJ1795;UTM  15      - 3,784,886.874   588,971.428   MT  0.99969758   +0 32 34.3
 EJ1795
 EJ1795                          SUPERSEDED SURVEY CONTROL
 EJ1795
 EJ1795  NAD 83(1986)-  34 12 04.34158(N)    092 02 03.45840(W) AD(       ) 4
 EJ1795  NAD 27      -  34 12 03.98963(N)    092 02 02.93896(W) AD(       ) 3
 EJ1795
 EJ1795.Superseded values are not recommended for survey control.
 EJ1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1795.See file dsdata.txt to determine how the superseded data were derived.
 EJ1795
 EJ1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8897184887(NAD 83)
 EJ1795_MARKER: 42 = RADIO/TV MAST
 EJ1795
 EJ1795  HISTORY     - Date     Condition        Report By
 EJ1795  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1795
 EJ1795                          STATION DESCRIPTION
 EJ1795
 EJ1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1795'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A 3
 EJ1795'LEG, GUYED, STEEL STRUCTURE, PAINTED IN ALTERNATE SECTIONS
 EJ1795'OF INTERNATIONAL RED AND WHITE, WITH A BLINKING RED LIGHT
 EJ1795'AT THE TOP.  OWNED AND OPERATED BY RADIO ENGINEERING SERVICE
 EJ1795'AND HAS AN OVERALL HEIGHT OF 153 FEET.
 EJ1795'
 EJ1795'AT THE SOUTHWEST EDGE OF PINE BLUFF AT 3010 WEST 28TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1797 ***********************************************************************
 EJ1797  DESIGNATION -  PINE BLUFF RADIO STA KKQ 72
 EJ1797  PID         -  EJ1797
 EJ1797  STATE/COUNTY-  AR/JEFFERSON
 EJ1797  USGS QUAD   -  PINE BLUFF (1984)
 EJ1797
 EJ1797                         *CURRENT SURVEY CONTROL
 EJ1797  ___________________________________________________________________
 EJ1797* NAD 83(1997)-  34 13 57.89102(N)    092 03 33.61510(W)     ADJUSTED  
 EJ1797* NAVD 88     -                                                        
 EJ1797  ___________________________________________________________________
 EJ1797  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 EJ1797  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ1797
 EJ1797  HORZ ORDER  -  THIRD
 EJ1797
 EJ1797.The horizontal coordinates were established by classical geodetic methods
 EJ1797.and adjusted by the National Geodetic Survey in September 1999..
 EJ1797
 EJ1797
 EJ1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1797
 EJ1797.The geoid height was determined by GEOID03.
 EJ1797
 EJ1797;                    North         East     Units Scale Factor Converg.
 EJ1797;SPC AR S     -   573,699.712   394,533.525   MT  0.99992444   -0 01 59.6
 EJ1797;SPC AR S     - 1,882,213.14  1,294,398.74   sFT  0.99992444   -0 01 59.6
 EJ1797;UTM  15      - 3,788,363.130   586,631.943   MT  0.99969251   +0 31 45.1
 EJ1797
 EJ1797                          SUPERSEDED SURVEY CONTROL
 EJ1797
 EJ1797  NAD 83(1986)-  34 13 57.90005(N)    092 03 33.60792(W) AD(       ) 4
 EJ1797  NAD 27      -  34 13 57.54643(N)    092 03 33.09398(W) AD(       ) 3
 EJ1797
 EJ1797.Superseded values are not recommended for survey control.
 EJ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1797.See file dsdata.txt to determine how the superseded data were derived.
 EJ1797
 EJ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8663288363(NAD 83)
 EJ1797_MARKER: 43 = RADIO/TV TOWER
 EJ1797
 EJ1797  HISTORY     - Date     Condition        Report By
 EJ1797  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1797
 EJ1797                          STATION DESCRIPTION
 EJ1797
 EJ1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1797'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4
 EJ1797'LEG STEEL, SELF SUPPORTING STRUCTURE, PAINTED IN ALTERNATE
 EJ1797'SECTIONS OF INTERNATIONAL RED AND WHITE, WITH A REFLECTOR FAN
 EJ1797'AND A BLINKING RED LIGHT AT THE TOP.  IT IS OWNED AND OPERATED BY
 EJ1797'THE ARKANSAS POWER AND LIGHT COMPANY AND HAS AN OVERALL HEIGHT
 EJ1797'OF 200 FEET.
 EJ1797'
 EJ1797'IN THE WEST EDGE OF PINE BLUFF AT THE WOODWARD SUB-STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1798 ***********************************************************************
 EJ1798  DESIGNATION -  PINE BLUFF RADIO STA KKD 270
 EJ1798  PID         -  EJ1798
 EJ1798  STATE/COUNTY-  AR/JEFFERSON
 EJ1798  USGS QUAD   -  PINE BLUFF (1984)
 EJ1798
 EJ1798                         *CURRENT SURVEY CONTROL
 EJ1798  ___________________________________________________________________
 EJ1798* NAD 83(1997)-  34 12 04.16976(N)    092 02 22.10636(W)     ADJUSTED  
 EJ1798* NAVD 88     -                                                        
 EJ1798  ___________________________________________________________________
 EJ1798  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EJ1798  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EJ1798
 EJ1798  HORZ ORDER  -  THIRD
 EJ1798
 EJ1798.The horizontal coordinates were established by classical geodetic methods
 EJ1798.and adjusted by the National Geodetic Survey in September 1999..
 EJ1798
 EJ1798
 EJ1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1798
 EJ1798.The geoid height was determined by GEOID03.
 EJ1798
 EJ1798;                    North         East     Units Scale Factor Converg.
 EJ1798;SPC AR S     -   570,195.020   396,362.104   MT  0.99992269   -0 01 19.5
 EJ1798;SPC AR S     - 1,870,714.83  1,300,398.00   sFT  0.99992269   -0 01 19.5
 EJ1798;UTM  15      - 3,784,877.348   588,494.397   MT  0.99969653   +0 32 23.8
 EJ1798
 EJ1798                          SUPERSEDED SURVEY CONTROL
 EJ1798
 EJ1798  NAD 83(1986)-  34 12 04.17879(N)    092 02 22.09940(W) AD(       ) 4
 EJ1798  NAD 27      -  34 12 03.82476(N)    092 02 21.58663(W) AD(       ) 3
 EJ1798
 EJ1798.Superseded values are not recommended for survey control.
 EJ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1798.See file dsdata.txt to determine how the superseded data were derived.
 EJ1798
 EJ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8849484877(NAD 83)
 EJ1798_MARKER: 43 = RADIO/TV TOWER
 EJ1798
 EJ1798  HISTORY     - Date     Condition        Report By
 EJ1798  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1798
 EJ1798                          STATION DESCRIPTION
 EJ1798
 EJ1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1798'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4 LEG,
 EJ1798'SELF SUPPORTING, STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 EJ1798'OF INTERNATIONAL RED AND WHITE, WITH A BLINKING RED LIGHT AT
 EJ1798'THE TOP.  IT IS OWNED AND OPERATED BY THE ARKANSAS POWER
 EJ1798'AND LIGHT COMPANY AND HAS AN OVERALL HEIGHT OF 205 FEET.
 EJ1798'
 EJ1798'LOCATED IN THE SOUTHWEST EDGE OF PINE BLUFF AT 3500 WEST
 EJ1798'28TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3015 ***********************************************************************
 EH3015  DESIGNATION -  PINE BLUFF RESET
 EH3015  PID         -  EH3015
 EH3015  STATE/COUNTY-  AR/JEFFERSON
 EH3015  USGS QUAD   -  LADD (1975)
 EH3015
 EH3015                         *CURRENT SURVEY CONTROL
 EH3015  ___________________________________________________________________
 EH3015* NAD 83(1997)-  34 12 38.02099(N)    091 59 56.32115(W)     ADJUSTED  
 EH3015* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 EH3015  ___________________________________________________________________
 EH3015  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 EH3015  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH3015
 EH3015  HORZ ORDER  -  FIRST
 EH3015
 EH3015.The horizontal coordinates were established by classical geodetic methods
 EH3015.and adjusted by the National Geodetic Survey in September 1999..
 EH3015
 EH3015.The orthometric height was scaled from a topographic map.
 EH3015
 EH3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3015
 EH3015.The geoid height was determined by GEOID03.
 EH3015
 EH3015;                    North         East     Units Scale Factor Converg.
 EH3015;SPC AR S     -   571,237.290   400,094.167   MT  0.99992318   +0 00 02.1
 EH3015;SPC AR S     - 1,874,134.34  1,312,642.28   sFT  0.99992318   +0 00 02.1
 EH3015;UTM  15      - 3,785,955.945   592,215.228   MT  0.99970482   +0 33 46.3
 EH3015
 EH3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3015!SPC AR S     -   0.99999358  x   0.99992318  =   0.99991676
 EH3015!UTM  15      -   0.99999358  x   0.99970482  =   0.99969840
 EH3015
 EH3015:                Primary Azimuth Mark                     Grid Az
 EH3015:SPC AR S     -  PINE BLUFF KKV722 KD 6304 MAST           024 01 20.7
 EH3015:UTM  15      -  PINE BLUFF KKV722 KD 6304 MAST           023 27 36.5
 EH3015
 EH3015|---------------------------------------------------------------------|
 EH3015| PID    Reference Object                     Distance      Geod. Az  |
 EH3015|                                                           dddmmss.s |
 EH3015| EH3024 PINE BLUFF KKV722 KD 6304 MAST      APPROX. 2.3 KM 0240122.8 |
 EH3015| EH3020 PINE BLUFF STANDPIPE                APPROX. 2.5 KM 0340646.0 |
 EH3015| EH3033 ALTHEIMER MUNICIPAL TANK            APPROX.18.4 KM 0490213.5 |
 EH3015| EH3017 PINE BLUFF RAD STA WUG 32 TWR       APPROX. 3.5 KM 0505911.6 |
 EH3015| EH3018 PINE BLUFF FED COMP NO 2 NW TK      APPROX. 2.9 KM 0524537.9 |
 EH3015| EH3016 PINE BLUFF FED COMP NO 2 SE TK      APPROX. 3.2 KM 0572349.9 |
 EH3015| EH3021 PINE BLUFF INTL PAPER CO TANK       APPROX. 8.8 KM 0821432.7 |
 EH3015| EH3026 PINE BLUFF INTL PAPER CO C STK      APPROX. 8.6 KM 0822902.5 |
 EH3015| CY7112 PINE BLUFF AZ MK                                   0825407.7 |
 EH3015| CY7115 PINE BLUFF RM 3                                    0912221.0 |
 EH3015| CY7113 PINE BLUFF RM 1                      57.668 METERS 18918     |
 EH3015| EJ1790 PINE BLUFF TV STA KATV TOWER        APPROX. 1.1 KM 2020259.5 |
 EH3015| EJ1795 PINE BLUFF RADIO STA KCLA MAST      APPROX. 3.4 KM 2521918.9 |
 EH3015| EJ1798 PINE BLUFF RADIO STA KKD 270        APPROX. 3.9 KM 2542349.0 |
 EH3015| CY7114 PINE BLUFF RM 2 RESET                62.124 METERS 27300     |
 EH3015| EJ1797 PINE BLUFF RADIO STA KKQ 72         APPROX. 6.1 KM 2935309.2 |
 EH3015| EJ1800 PINE BLUFF FED COMP PLANT 4 TK      APPROX. 4.0 KM 2942433.8 |
 EH3015| EJ1791 PINE BLUFF RAD STA KAA 2500         APPROX. 3.2 KM 2951110.2 |
 EH3015| EJ1793 PINE BLUFF FED COMP PLANT 1 TK      APPROX. 3.5 KM 2961556.0 |
 EH3015| EJ1788 PINE BLUFF PINE CREST MILL TK       APPROX. 5.0 KM 3044554.0 |
 EH3015| EJ1776 WHITEHALL MUNICIPAL TANK            APPROX.11.3 KM 3100441.6 |
 EH3015| EJ1789 PINE BLUFF ARK POWER LT W STK       APPROX. 2.4 KM 3141055.3 |
 EH3015| EJ1799 PINE BLUFF ARK POWER LT E STK       APPROX. 2.4 KM 3150837.8 |
 EH3015| EJ1771 PINE BLUFF DIERK PAPER CO TK 2      APPROX. 7.4 KM 3280754.3 |
 EH3015| EJ1778 PINE BLUFF ARSENAL TANK 42000       APPROX.10.8 KM 3301611.1 |
 EH3015| EJ1779 PINE BLUFF DIERK PAPER CO TK 1      APPROX. 6.5 KM 3365107.1 |
 EH3015| EJ1792 PINE BLUFF FIRST METHODIST CH       APPROX. 1.5 KM 3381841.9 |
 EH3015| EJ1794 PINE BLUFF RADIO STA KKA 778        APPROX. 4.4 KM 3384615.7 |
 EH3015| EJ1787 PINE BLUFF RADIO STA KOTN MAST      APPROX. 1.6 KM 3461429.3 |
 EH3015|---------------------------------------------------------------------|
 EH3015
 EH3015                          SUPERSEDED SURVEY CONTROL
 EH3015
 EH3015  NAD 83(1986)-  34 12 38.02981(N)    091 59 56.31423(W) AD(       ) 1
 EH3015  NAD 27      -  34 12 37.67626(N)    091 59 55.81085(W) AD(       ) 1
 EH3015
 EH3015.Superseded values are not recommended for survey control.
 EH3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3015.See file dsdata.txt to determine how the superseded data were derived.
 EH3015
 EH3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9221585956(NAD 83)
 EH3015_MARKER: DS = TRIANGULATION STATION DISK
 EH3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3015_STAMPING: PINE BLUFF 1938 1964
 EH3015_PROJECTION: FLUSH
 EH3015
 EH3015  HISTORY     - Date     Condition        Report By
 EH3015  HISTORY     - 1964     MONUMENTED       CGS
 EH3015
 EH3015                          STATION DESCRIPTION
 EH3015
 EH3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3015'NO MEASUREMENT BETWEEN REFERENCE MARKS, HOUSES ON LINE.
 EH3015'
 EH3015'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 EH3015'GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED AND A
 EH3015'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE STATION MARK
 EH3015'WAS LOWERED AT THIS TIME AT THE REQUEST OF THE PROPERTY OWNER.
 EH3015'THE DIRECTION TO THE REFERENCE MARKS CHECKED, BUT THE DISTANCE TO
 EH3015'REFERENCE MARK 2 WAS FOUND TO BE 0.09 OF A FOOT SHORTER THAN
 EH3015'THE PREVIOUS MEASUREMENT.  THE DISTANCE TO REFERENCE MARK
 EH3015'1 CHECKED.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 EH3015'
 EH3015'LOCATED IN THE SOUTHEAST EDGE OF PINE BLUFF, IN THE SOUTHEAST
 EH3015'ANGLE OF THE INTERSECTION OF PARK AND GEORGE STREETS, AND ON
 EH3015'THE PROPERTY OF MR. VANCE GREEN.  IT IS 73 FEET SOUTHEAST OF
 EH3015'THE INTERSECTION, 46 FEET EAST OF THE CENTERLINE OF GEORGE STREET,
 EH3015'44 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE
 EH3015'(300 PARK STREET), AND 38 FEET SOUTH OF THE CENTERLINE OF PARK
 EH3015'STREET.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PINE
 EH3015'BLUFF 1938 1964.
 EH3015'
 EH3015'REFERENCE MARK 1 IS 40 FEET SOUTHWEST OF A POWER POLE,34 FEET
 EH3015'WEST OF THE CENTERLINE OF GEORGE STREET, AND 29 FEET NORTHEAST OF
 EH3015'THE NORTHEAST CORNER OF A FRAME GARAGE.  THE MONUMENT IS FLUSH
 EH3015'AND THE DISK IS STAMPED PINE BLUFF NO 1 1938.
 EH3015'
 EH3015'REFERENCE MARK 2 IS 42 FEET NORTHWEST OF THE NORTHWEST CORNER
 EH3015'OF A FRAME HOUSE (222 PARK STREET), 39 FEET NORTHEAST OF THE
 EH3015'NORTHEAST CORNER OF A BRICK HOUSE (220 PARK STREET), 31 FEET SOUTH
 EH3015'OF THE CENTERLINE OF PARK STREET, AND 1 FOOT SOUTH OF THE SOUTH
 EH3015'EDGE OF A SIDEWALK.  THE MONUMENT IS FLUSH AND THE DISK IS
 EH3015'STAMPED PINE BLUFF NO 2 1938.
 EH3015'
 EH3015'REFERENCE MARK 3 IS 0.2 MILE EAST OF THE STATION, 41 FEET
 EH3015'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE (512 PARK STREET),
 EH3015'15 FEET WEST OF THE CENTERLINE OF PARK STREET, 14 FEET SOUTHEAST OF
 EH3015'A POWER POLE, AND 5 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 EH3015'IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 EH3015'THE WEST CURBING OF THE STREET.  THE DISK IS STAMPED PINE BLUFF
 EH3015'NO 3 1938 1964.
 EH3015'
 EH3015'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3020 ***********************************************************************
 EH3020  DESIGNATION -  PINE BLUFF STANDPIPE
 EH3020  PID         -  EH3020
 EH3020  STATE/COUNTY-  AR/JEFFERSON
 EH3020  USGS QUAD   -  LADD (1975)
 EH3020
 EH3020                         *CURRENT SURVEY CONTROL
 EH3020  ___________________________________________________________________
 EH3020* NAD 83(1997)-  34 13 44.45707(N)    091 59 02.13849(W)     ADJUSTED  
 EH3020* NAVD 88     -                                                        
 EH3020  ___________________________________________________________________
 EH3020  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EH3020  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH3020
 EH3020  HORZ ORDER  -  THIRD
 EH3020
 EH3020.The horizontal coordinates were established by classical geodetic methods
 EH3020.and adjusted by the National Geodetic Survey in September 1999..
 EH3020
 EH3020
 EH3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3020
 EH3020.The geoid height was determined by GEOID03.
 EH3020
 EH3020;                    North         East     Units Scale Factor Converg.
 EH3020;SPC AR S     -   573,284.336   401,480.759   MT  0.99992422   +0 00 32.4
 EH3020;SPC AR S     - 1,880,850.36  1,317,191.46   sFT  0.99992422   +0 00 32.4
 EH3020;UTM  15      - 3,788,016.056   593,581.361   MT  0.99970795   +0 34 17.7
 EH3020
 EH3020                          SUPERSEDED SURVEY CONTROL
 EH3020
 EH3020  NAD 83(1986)-  34 13 44.46566(N)    091 59 02.13158(W) AD(       ) 4
 EH3020  NAD 27      -  34 13 44.10749(N)    091 59 01.61766(W) AD(       ) 3
 EH3020
 EH3020.Superseded values are not recommended for survey control.
 EH3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3020.See file dsdata.txt to determine how the superseded data were derived.
 EH3020
 EH3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9358188016(NAD 83)
 EH3020_MARKER: 52 = STANDPIPE TANK
 EH3020
 EH3020  HISTORY     - Date     Condition        Report By
 EH3020  HISTORY     - 1964     FIRST OBSERVED   CGS
 EH3020
 EH3020                          STATION DESCRIPTION
 EH3020
 EH3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3020'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE.  IT IS
 EH3020'A STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL HEIGHT OF
 EH3020'ABOUT 100 FEET.
 EH3020'
 EH3020'LOCATED IN THE NORTHEAST EDGE OF PINE BLUFF JUST SOUTH OF THE
 EH3020'INTERSECTION OF COLORADO AND BARRAQUE STREETS.  OWNED AND
 EH3020'OPERATED BY THE ST. LOUIS AND SOUTHWESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1790 ***********************************************************************
 EJ1790  DESIGNATION -  PINE BLUFF TV STA KATV TOWER
 EJ1790  PID         -  EJ1790
 EJ1790  STATE/COUNTY-  AR/JEFFERSON
 EJ1790  USGS QUAD   -  PINE BLUFF (1984)
 EJ1790
 EJ1790                         *CURRENT SURVEY CONTROL
 EJ1790  ___________________________________________________________________
 EJ1790* NAD 83(1997)-  34 12 05.23853(N)    092 00 12.30188(W)     ADJUSTED  
 EJ1790* NAVD 88     -                                                        
 EJ1790  ___________________________________________________________________
 EJ1790  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EJ1790  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EJ1790
 EJ1790  HORZ ORDER  -  THIRD
 EJ1790
 EJ1790.The horizontal coordinates were established by classical geodetic methods
 EJ1790.and adjusted by the National Geodetic Survey in September 1999..
 EJ1790
 EJ1790
 EJ1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1790
 EJ1790.The geoid height was determined by GEOID03.
 EJ1790
 EJ1790;                    North         East     Units Scale Factor Converg.
 EJ1790;SPC AR S     -   570,227.253   399,685.075   MT  0.99992270   -0 00 06.9
 EJ1790;SPC AR S     - 1,870,820.58  1,311,300.12   sFT  0.99992270   -0 00 06.9
 EJ1790;UTM  15      - 3,784,942.164   591,816.153   MT  0.99970392   +0 33 36.8
 EJ1790
 EJ1790                          SUPERSEDED SURVEY CONTROL
 EJ1790
 EJ1790  NAD 83(1986)-  34 12 05.24742(N)    092 00 12.29497(W) AD(       ) 4
 EJ1790  NAD 27      -  34 12 04.89342(N)    092 00 11.78988(W) AD(       ) 3
 EJ1790
 EJ1790.Superseded values are not recommended for survey control.
 EJ1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1790.See file dsdata.txt to determine how the superseded data were derived.
 EJ1790
 EJ1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9181684942(NAD 83)
 EJ1790_MARKER: 43 = RADIO/TV TOWER
 EJ1790
 EJ1790  HISTORY     - Date     Condition        Report By
 EJ1790  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1790
 EJ1790                          STATION DESCRIPTION
 EJ1790
 EJ1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1790'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4 LEGGED
 EJ1790'STEEL, SELF SUPPORTING STRUCTURE PAINTED IN ALTERNATE SECTIONS
 EJ1790'OF INTERNATIONAL RED AND WHITE, WITH A REFLECTOR FAN AT THE
 EJ1790'TOP.  THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 100 FEET.
 EJ1790'
 EJ1790'LOCATED AT THE NORTHEAST EDGE OF THE JEFFERSON SQUARE SHOPPING
 EJ1790'CENTER IN THE SOUTHEAST EDGE OF PINE BLUFF.  OWNED AND OPERATED BY
 EJ1790'THE GRIFFIN BROADCASTING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1416 ***********************************************************************
 DL1416  DESIGNATION -  PINE GROVE
 DL1416  PID         -  DL1416
 DL1416  STATE/COUNTY-  AR/DALLAS
 DL1416  USGS QUAD   -  SPARKMAN (1982)
 DL1416
 DL1416                         *CURRENT SURVEY CONTROL
 DL1416  ___________________________________________________________________
 DL1416* NAD 83(1997)-  33 52 35.42511(N)    092 46 28.09228(W)     ADJUSTED  
 DL1416* NAVD 88     -        83.86   (+/-2cm)     275.1    (feet)  VERTCON   
 DL1416  ___________________________________________________________________
 DL1416  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DL1416  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DL1416
 DL1416  HORZ ORDER  -  FIRST
 DL1416  VERT ORDER  -  THIRD ? (See Below)
 DL1416
 DL1416.The horizontal coordinates were established by classical geodetic methods
 DL1416.and adjusted by the National Geodetic Survey in September 1999..
 DL1416
 DL1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1416.The vertical order pertains to the NGVD 29 superseded value.
 DL1416
 DL1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1416
 DL1416.The geoid height was determined by GEOID03.
 DL1416
 DL1416;                    North         East     Units Scale Factor Converg.
 DL1416;SPC AR S     -   534,456.899   328,353.629   MT  0.99992225   -0 26 00.5
 DL1416;SPC AR S     - 1,753,464.01  1,077,273.53   sFT  0.99992225   -0 26 00.5
 DL1416;UTM  15      - 3,748,486.335   520,857.311   MT  0.99960536   +0 07 32.6
 DL1416
 DL1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1416!SPC AR S     -   0.99999097  x   0.99992225  =   0.99991322
 DL1416!UTM  15      -   0.99999097  x   0.99960536  =   0.99959633
 DL1416
 DL1416:                Primary Azimuth Mark                     Grid Az
 DL1416:SPC AR S     -  LOOKOUT TOWER 35 AFC                     002 28 19.3
 DL1416:UTM  15      -  LOOKOUT TOWER 35 AFC                     001 54 46.2
 DL1416
 DL1416|---------------------------------------------------------------------|
 DL1416| PID    Reference Object                     Distance      Geod. Az  |
 DL1416|                                                           dddmmss.s |
 DL1416| DL1419 LOOKOUT TOWER 35 AFC                APPROX. 6.0 KM 0020218.8 |
 DL1416| CY7117 PINE GROVE RM 1                      12.077 METERS 24227     |
 DL1416| CY7116 PINE GROVE AZ MK                                   2522811.7 |
 DL1416| DL1414 SPARKMAN MUNICIPAL TANK             APPROX. 8.0 KM 3024749.6 |
 DL1416| CY7118 PINE GROVE RM 2                      27.568 METERS 34228     |
 DL1416|---------------------------------------------------------------------|
 DL1416
 DL1416                          SUPERSEDED SURVEY CONTROL
 DL1416
 DL1416  NAD 83(1997)-  33 52 35.43460(N)    092 46 28.08403(W) AD(       ) 1
 DL1416  NAD 83(1986)-  33 52 35.43556(N)    092 46 28.08420(W) AD(       ) 1
 DL1416  NAD 27      -  33 52 35.06351(N)    092 46 27.49771(W) AD(       ) 1
 DL1416  NGVD 29 (07/19/86)   83.89   (m)          275.2    (f) LEVELING    3  
 DL1416
 DL1416.Superseded values are not recommended for survey control.
 DL1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1416.See file dsdata.txt to determine how the superseded data were derived.
 DL1416
 DL1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2085748486(NAD 83)
 DL1416_MARKER: DS = TRIANGULATION STATION DISK
 DL1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1416
 DL1416  HISTORY     - Date     Condition        Report By
 DL1416  HISTORY     - 1941     MONUMENTED       CGS
 DL1416  HISTORY     - 1964     GOOD             CGS
 DL1416
 DL1416                          STATION DESCRIPTION
 DL1416
 DL1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1416'STATION IS IN THE NW 1/4 OF SECTION 8, T 10 S, R 16 W, IN THE
 DL1416'COMMUNITY OF PINE GROVE, ABOUT 150 YARDS S OF THE HOME OF MR.
 DL1416'J.M. GORDEN, IN THE SW CORNER OF A PASTURE LOT.
 DL1416'
 DL1416'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DL1416'BRONZE DISKS SET IN CONCRETE.  ALL MARKS PROJECT 6 INCHES.
 DL1416'
 DL1416'STATION MARK IS STAMPED PINE GROVE 1941, IS 25 FEET E OF THE
 DL1416'CENTER OF A DIRT ROAD, 16 FEET W OF A 10-INCH PINE TREE AND
 DL1416'21 FEET N OF A FENCE CORNER, 12 FEET E OF A WHITE REFERENCE
 DL1416'POST.
 DL1416'
 DL1416'REFERENCE MARK NO. 1 IS STAMPED PINE GROVE NO. 1, 1941, IS
 DL1416'14 FEET W OF THE CENTER OF A DIRT ROAD AND 1 FOOT E OF A FENCE.
 DL1416'
 DL1416'REFERENCE MARK NO. 2 IS STAMPED PINE GROVE NO. 2, 1941 AND IS
 DL1416'14 FEET E OF THE CENTER OF A DIRT ROAD AND 1 FOOT W OF A FENCE.
 DL1416'
 DL1416'AZIMUTH MARK IS STAMPED PINE GROVE 1941, IS 2 FEET N OF A WHITE
 DL1416'REFERENCE POST, 26 FEET S OF THE CENTER OF A DIRT ROAD, 43
 DL1416'FEET N OF THE NW CORNER OF AN OLD HOUSE AND 1 FOOT E OF A FENCE.
 DL1416'
 DL1416'TO REACH THE STATION FROM SPARKMAN HOTEL IN SPARKMAN, GO SE
 DL1416'ON STATE HIGHWAY 7 FOR 5 MILES TO A CROSS ROAD, WHERE THIS
 DL1416'HIGHWAY MAKES A SHARP TURN TO THE LEFT, KEEP STRAIGHT AHEAD ON
 DL1416'A FARM ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT IN FENCE
 DL1416'CORNER.  TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 DL1416'0.05 MILE TO A CROSS ROAD, TURN RIGHT AND GO 0.3 MILE TO AN
 DL1416'OLD HOUSE ON THE LEFT AND THE AZIMUTH MARK IN THE FRONT YARD
 DL1416'NEAR THE ROAD.
 DL1416'
 DL1416'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DL1416
 DL1416                          STATION RECOVERY (1964)
 DL1416
 DL1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1416'THE STATION, AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 DL1416'THE ANGLE BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS
 DL1416'CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 DL1416'.05 FOOT SHORTER THAN PREVIOUSLY MEASURED.  THE DISTANCE TO
 DL1416'REFERENCE MARK 2 WAS FOUND TO BE .05 FOOT SHORTER THAN PREVIOUSLY
 DL1416'MEASURED.  THE DESCRIPTIONS ARE ADEQUATE.
 DL1416'
 DL1416'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1772 ***********************************************************************
 FG1772  DESIGNATION -  PINE GROVE
 FG1772  PID         -  FG1772
 FG1772  STATE/COUNTY-  AR/SEARCY
 FG1772  USGS QUAD   -  HARRIET (1963)
 FG1772
 FG1772                         *CURRENT SURVEY CONTROL
 FG1772  ___________________________________________________________________
 FG1772* NAD 83(1997)-  35 59 58.86327(N)    092 36 01.27474(W)     ADJUSTED  
 FG1772* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 FG1772  ___________________________________________________________________
 FG1772  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FG1772  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FG1772
 FG1772  HORZ ORDER  -  SECOND
 FG1772
 FG1772.The horizontal coordinates were established by classical geodetic methods
 FG1772.and adjusted by the National Geodetic Survey in September 1999..
 FG1772
 FG1772.The orthometric height was scaled from a topographic map.
 FG1772
 FG1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1772
 FG1772.The geoid height was determined by GEOID03.
 FG1772
 FG1772;                    North         East     Units Scale Factor Converg.
 FG1772;SPC AR N     -   185,035.565   345,872.029   MT  0.99996215   -0 20 57.6
 FG1772;SPC AR N     -   607,070.85  1,134,748.48   sFT  0.99996215   -0 20 57.6
 FG1772;UTM  15      - 3,983,987.269   536,019.370   MT  0.99961599   +0 14 05.7
 FG1772
 FG1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1772!SPC AR N     -   0.99995042  x   0.99996215  =   0.99991257
 FG1772!UTM  15      -   0.99995042  x   0.99961599  =   0.99956643
 FG1772
 FG1772|---------------------------------------------------------------------|
 FG1772| PID    Reference Object                     Distance      Geod. Az  |
 FG1772|                                                           dddmmss.s |
 FG1772| CI1969 PINE GROVE RM 1                      14.228 METERS 18719     |
 FG1772| CI1968 PINE GROVE AZ MK                                   2292942.6 |
 FG1772| CI1970 PINE GROVE RM 2                      18.236 METERS 31626     |
 FG1772|---------------------------------------------------------------------|
 FG1772
 FG1772                          SUPERSEDED SURVEY CONTROL
 FG1772
 FG1772  NAD 83(1986)-  35 59 58.87450(N)    092 36 01.27542(W) AD(       ) 2
 FG1772  NAD 27      -  35 59 58.60200(N)    092 36 00.68800(W) AD(       ) 2
 FG1772
 FG1772.Superseded values are not recommended for survey control.
 FG1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1772.See file dsdata.txt to determine how the superseded data were derived.
 FG1772
 FG1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3601983987(NAD 83)
 FG1772_MARKER: DS = TRIANGULATION STATION DISK
 FG1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1772
 FG1772  HISTORY     - Date     Condition        Report By
 FG1772  HISTORY     - 1953     MONUMENTED       CGS
 FG1772
 FG1772                          STATION DESCRIPTION
 FG1772
 FG1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1772'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH-NORTHEAST OF
 FG1772'MARSHALL, ON THE CREST OF A LOW HILL, IN SECTION 29, T 16 N,
 FG1772'R 15 W, 22 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 7 FEET
 FG1772'SOUTHEAST OF A 4 IN X 4 IN WITNESS POST, AND 4 FEET EAST OF A
 FG1772'WIRE FENCE.
 FG1772'
 FG1772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 FG1772'65 AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF MARSHALL,
 FG1772'GO NORTHERLY ON NO. 27 FOR 6.0 MILES TO TWO COUNTRY STORES
 FG1772'ON THE RIGHT AND LEFT.  CONTINUE ON NO. 27 FOR 0.2 MILE TO
 FG1772'A GRAVELED SIDE ROAD ON THE LEFT, THEN LEFT, NORTHERLY, FOR
 FG1772'0.3 MILE TO A FORK, THEN LEFT, NORTHERLY, ON THE MAIN TRAVELED
 FG1772'ROAD FOR 1.5 MILES TO A FORK, THEN RIGHT, NORTHEASTERLY, FOR
 FG1772'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.8
 FG1772'MILE TO THE STATION ON THE RIGHT.
 FG1772'
 FG1772'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 FG1772'STAMPED PINE GROVE 1953.
 FG1772'
 FG1772'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF THE
 FG1772'ROAD, 11-1/2 FEET NORTH OF A POWER LINE POLE, AND 1 FOOT
 FG1772'EAST OF A WIRE FENCE.  IT PROJECTS 2 INCHES, AND THE DISK
 FG1772'IS STAMPED PINE GROVE NO 1 1953.
 FG1772'
 FG1772'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE WIRE FENCE, AND
 FG1772'21 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.  IT PROJECTS
 FG1772'1 INCH, AND THE DISK IS STAMPED PINE GROVE NO 2 1953.
 FG1772'
 FG1772'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF THE GRAVELED
 FG1772'ROAD, 12 FEET SOUTH OF THE ENTRANCE TO A FARMHOUSE, 5 FEET
 FG1772'EAST OF A 4 IN X 4 IN WITNESS POST, AND 3 FEET SOUTHEAST OF
 FG1772'THE NORTH END OF A WIRE FENCE.  IT PROJECTS 3 INCHES, AND THE
 FG1772'DISK IS STAMPED PINE GROVE 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1878 ***********************************************************************
 FG1878  DESIGNATION -  PINE HILL
 FG1878  PID         -  FG1878
 FG1878  STATE/COUNTY-  AR/LOGAN
 FG1878  USGS QUAD   -  PARIS (1993)
 FG1878
 FG1878                         *CURRENT SURVEY CONTROL
 FG1878  ___________________________________________________________________
 FG1878* NAD 83(1997)-  35 21 33.84822(N)    093 38 55.17926(W)     ADJUSTED  
 FG1878* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 FG1878  ___________________________________________________________________
 FG1878  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 FG1878  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FG1878
 FG1878  HORZ ORDER  -  FIRST
 FG1878
 FG1878.The horizontal coordinates were established by classical geodetic methods
 FG1878.and adjusted by the National Geodetic Survey in September 1999..
 FG1878
 FG1878.The orthometric height was scaled from a topographic map.
 FG1878
 FG1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1878
 FG1878.The geoid height was determined by GEOID03.
 FG1878
 FG1878;                    North         East     Units Scale Factor Converg.
 FG1878;SPC AR N     -   115,087.753   250,173.249   MT  0.99994359   -0 57 33.7
 FG1878;SPC AR N     -   377,583.74    820,776.73   sFT  0.99994359   -0 57 33.7
 FG1878;UTM  15      - 3,913,093.651   441,068.177   MT  0.99964280   -0 22 31.4
 FG1878
 FG1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1878!SPC AR N     -   0.99996414  x   0.99994359  =   0.99990773
 FG1878!UTM  15      -   0.99996414  x   0.99964280  =   0.99960695
 FG1878
 FG1878|---------------------------------------------------------------------|
 FG1878| PID    Reference Object                     Distance      Geod. Az  |
 FG1878|                                                           dddmmss.s |
 FG1878| CI1972 PINE HILL RM 1                        9.021 METERS 02607     |
 FG1878| CI1973 PINE HILL RM 2                       27.215 METERS 09458     |
 FG1878| FG1899 CARROLL                             APPROX.11.4 KM 2362744.0 |
 FG1878| CI1971 PINE HILL AZ MK                                    3394007.8 |
 FG1878|---------------------------------------------------------------------|
 FG1878
 FG1878                          SUPERSEDED SURVEY CONTROL
 FG1878
 FG1878  NAD 83(1997)-  35 21 33.85913(N)    093 38 55.17720(W) AD(       ) 1
 FG1878  NAD 83(1986)-  35 21 33.85909(N)    093 38 55.17476(W) AD(       ) 1
 FG1878  NAD 27      -  35 21 33.54900(N)    093 38 54.48400(W) AD(       ) 1
 FG1878
 FG1878.Superseded values are not recommended for survey control.
 FG1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1878.See file dsdata.txt to determine how the superseded data were derived.
 FG1878
 FG1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4106813094(NAD 83)
 FG1878_MARKER: DD = SURVEY DISK
 FG1878_SETTING: 66 = SET IN ROCK OUTCROP
 FG1878
 FG1878  HISTORY     - Date     Condition        Report By
 FG1878  HISTORY     - 1940     MONUMENTED       CGS
 FG1878  HISTORY     - 1959     GOOD             CGS
 FG1878
 FG1878                          STATION DESCRIPTION
 FG1878
 FG1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1878'STATION IS LOCATED ABOUT 6.5 MILES NE OF PARIS, 4.5 MILES NNW OF
 FG1878'SUBIACO 100 YARDS W OF THE E END OF A FLAT-TOPPED TIMBERED RIDGE
 FG1878'THAT RUNS E AND W.  MARK IS STAMPED PINE HILL 1940 AND IS 23.0
 FG1878'FEET SE OF A 20-INCH OAK TREE, AND 30.0 FEET S OF THE N EDGE
 FG1878'OF HILL.
 FG1878'
 FG1878'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FG1878'HOLES IN OUTCROPPING BEDROCK.
 FG1878'
 FG1878'REFERENCE MARK NO.1 STAMPED PINE HILL NO.1 1940 IS ABOUT 1.0
 FG1878'FOOT LOWER THAN THE STATION, AND 12.0 FEET NE OF A 20-INCH
 FG1878'OAK TREE.
 FG1878'
 FG1878'REFERENCE MARK NO.2 STAMPED PINE HILL NO.2 1940 IS ABOUT 2.0
 FG1878'FEET LOWER THAN THE STATION, 19.0 FEET SE OF A 20-INCH OAK TREE.
 FG1878'
 FG1878'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A SQUARE BLOCK
 FG1878'OR POST OF CONCRETE AND STAMPED PINE HILL 1940 AND IS FLUSH
 FG1878'WITH THE GROUND.  IT IS 8.0 FEET E OF A 36-INCH PECAN TREE,
 FG1878'8.0 FEET N OF THE CENTER LINE OF A DIRT ROAD, AND 29.0 FEET
 FG1878'NE OF THE NE CORNER OF SHACK.
 FG1878'
 FG1878'AZIMUTH MARK IS REACHED AS FOLLOWS- FROM MAIN ROAD OPPOSITE
 FG1878'TRACK ROAD TO STATION GO N 0.5 MILE TO BRIDGE.  CROSS BRIDGE
 FG1878'AND JOG LEFT (W) 0.05 MILE, THENCE N ALONG THE E SIDE OF
 FG1878'LEVEE 0.6 MILE TO FORK.  TAKE LEFT FORK FOLLOWING LEVEE AND
 FG1878'GO 0.65 MILE TO AZIMUTH.
 FG1878'
 FG1878'TO REACH STATION FROM SUBIACO GO N ON GRAVELED ROAD 0.25 MILE
 FG1878'TO FORK.  TAKE LEFT FORK AND FOLLOW MAIN ROAD NORTHERLY
 FG1878'4.15 MILES TO A T-ROAD THAT IS 0.2 MILE N OF WHITE SCHOOL.
 FG1878'TURN LEFT (NW) AND GO 1.45 MILES TO DIM TRACK ROAD LEADING
 FG1878'W INTO WOODS JUST N OF CULVERT.  TAKE TRACK ROAD AND GO SW
 FG1878'0.1 MILE UP NE SIDE OF HILL.  PACK S ABOUT 400 YARDS TO TOP
 FG1878'OF HILL AND STATION ON THE HIGHEST POINT OF THE E END OF HILL.
 FG1878
 FG1878                          STATION RECOVERY (1959)
 FG1878
 FG1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1878'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 FG1878'THE STATION MARK IS ABOUT 23 FEET SOUTH OF A 30-INCH OAK SNAG
 FG1878'ABOUT 12 FEET HIGH.  THE AZIMUTH MARK WAS NOT FOUND AND HAS
 FG1878'PROBABLY BEEN DESTROYED.  THE SHACK AND 36 INCH PECAN TREE,
 FG1878'MENTIONED IN THE DESCRIPTION, ARE GONE AND THE ROAD HAS BEEN
 FG1878'WIDENED.
 FG1878'
 FG1878'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE BUT THE 0.1
 FG1878'MILE TO, IN THE DESCRIPTION IS NO LONGER PASSABLE.  THE STATION
 FG1878'IS BEST REACHED BY PACKING WEST FROM THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0702 ***********************************************************************
 GF0702  DESIGNATION -  PINE MTN
 GF0702  PID         -  GF0702
 GF0702  STATE/COUNTY-  AR/MARION
 GF0702  USGS QUAD   -  COTTER NW (1972)
 GF0702
 GF0702                         *CURRENT SURVEY CONTROL
 GF0702  ___________________________________________________________________
 GF0702* NAD 83(1997)-  36 24 51.88740(N)    092 40 41.21252(W)     ADJUSTED  
 GF0702* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 GF0702  ___________________________________________________________________
 GF0702  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GF0702  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0702
 GF0702  HORZ ORDER  -  SECOND
 GF0702
 GF0702.The horizontal coordinates were established by classical geodetic methods
 GF0702.and adjusted by the National Geodetic Survey in September 1999..
 GF0702
 GF0702.The orthometric height was scaled from a topographic map.
 GF0702
 GF0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0702
 GF0702.The geoid height was determined by GEOID03.
 GF0702
 GF0702;                    North         East     Units Scale Factor Converg.
 GF0702;SPC AR N     -   231,099.357   339,178.173   MT  1.00004081   -0 23 40.5
 GF0702;SPC AR N     -   758,198.47  1,112,787.06   sFT  1.00004081   -0 23 40.5
 GF0702;UTM  15      - 4,029,962.645   528,858.271   MT  0.99961026   +0 11 27.9
 GF0702
 GF0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0702!SPC AR N     -   0.99995658  x   1.00004081  =   0.99999738
 GF0702!UTM  15      -   0.99995658  x   0.99961026  =   0.99956685
 GF0702
 GF0702:                Primary Azimuth Mark                     Grid Az
 GF0702:SPC AR N     -  LONG                                     065 02 27.1
 GF0702:UTM  15      -  LONG                                     064 27 18.7
 GF0702
 GF0702|---------------------------------------------------------------------|
 GF0702| PID    Reference Object                     Distance      Geod. Az  |
 GF0702|                                                           dddmmss.s |
 GF0702| GF0693 LONG                                APPROX.13.9 KM 0643846.6 |
 GF0702| CI1974 PINE MTN RM 1                        13.752 METERS 15048     |
 GF0702| GF0703 PINE MTN                              8.798 METERS 26134     |
 GF0702|---------------------------------------------------------------------|
 GF0702
 GF0702                          SUPERSEDED SURVEY CONTROL
 GF0702
 GF0702  NAD 83(1986)-  36 24 51.89953(N)    092 40 41.21195(W) AD(       ) 2
 GF0702  NAD 27      -  36 24 51.66000(N)    092 40 40.60900(W) AD(       ) 2
 GF0702
 GF0702.Superseded values are not recommended for survey control.
 GF0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0702.See file dsdata.txt to determine how the superseded data were derived.
 GF0702
 GF0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2885829963(NAD 83)
 GF0702_MARKER: DS = TRIANGULATION STATION DISK
 GF0702_SETTING: 80 = SET IN A BOULDER
 GF0702_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GF0702
 GF0702  HISTORY     - Date     Condition        Report By
 GF0702  HISTORY     - 1953     MONUMENTED       CGS
 GF0702  HISTORY     - 1965     GOOD             CGS
 GF0702
 GF0702                          STATION DESCRIPTION
 GF0702
 GF0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0702'THE STATION IS ABOUT 5-1/2 MILES WEST AND 1-3/4 MILES NORTH
 GF0702'OF BULL SHOALS AND ABOUT 12-3/4 MILES NORTH OF YELLVILLE,
 GF0702'ON THE SUMMIT OF A TIMBERED RIDGE, IN THE NE 1/4 OF SEC.
 GF0702'4, T 20 N, R 16 W.  IT IS 8 FEET SOUTH OF AN 8 INCH OAK
 GF0702'WITH A TRIANGLE BLAZED ON THE SOUTH SIDE.
 GF0702'
 GF0702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 GF0702'AND STATE HIGHWAY 14 AT THE NORTHEAST CORNER OF THE
 GF0702'COURTHOUSE IN YELLVILLE, GO WEST ON HIGHWAY 14 FOR
 GF0702'0.15 MILE TO A POINT WHERE THE HIGHWAY TURNS RIGHT,
 GF0702'TURN RIGHT AND GO NORTHERLY ON HIGHWAY 14 FOR 13.3
 GF0702'MILES TO A STORE AND A GRAVELED ROAD LEADING EAST, TURN RIGHT
 GF0702'AND GO EASTERLY FOR 9.65 MILES TO A Y-JUNCTION, BEAR RIGHT
 GF0702'AND CONTINUE EASTERLY FOR 0.95 MILE TO A STORE AND A ROAD
 GF0702'LEADING NORTH, TURN LEFT AND GO NORTH FOR 0.8 MILE TO A
 GF0702'TRACK ROAD LEADING WEST, TURN LEFT AND FOLLOW THE TRACK
 GF0702'ROAD WEST AND SOUTHWEST FOR 0.45 MILE TO THE HIGHEST POINT
 GF0702'AND THE STATION.  A 4-WHEEL DRIVE TRUCK REQUIRED.
 GF0702'
 GF0702'THE STATION MARK IS A STANDARD DISK SET IN A DRILLED HOLE
 GF0702'IN A 1 X 2 FOOT BOULDER THAT PROJECTS 4 INCHES.  THE DISK
 GF0702'IS STAMPED PINE MTN 1953.
 GF0702'
 GF0702'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILLED HOLE
 GF0702'IN ROCK OUTCROP THAT PROJECTS ABOUT 2 FEET TO THE SOUTH AND
 GF0702'IS FLUSH WITH THE GROUND TO THE NORTH.  THE DISK IS STAMPED
 GF0702'PINE MTN NO 1 1953.
 GF0702'
 GF0702'PINE MTN USGS IS A STANDARD DISK OF THE UNITED STATES GEOLOGICAL
 GF0702'SURVEY SET IN A DRILLED HOLE IN A 2 X 3 FOOT BOULDER THAT
 GF0702'PROJECTS 6 INCHES.  THE DISK IS STAMPED PINE MTN 1940.
 GF0702'
 GF0702'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0702'
 GF0702'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GF0702
 GF0702                          STATION RECOVERY (1965)
 GF0702
 GF0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0702'THE STATION MARK, REFERENCE MARK NO. 1, AND PINE MTN. USGS
 GF0702'(REFERENCE MARK NO. 2) WERE RECOVERED AND FOUND IN GOOD
 GF0702'CONDITION.
 GF0702'
 GF0702'THE 1953 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0703 ***********************************************************************
 GF0703  DESIGNATION -  PINE MTN
 GF0703  PID         -  GF0703
 GF0703  STATE/COUNTY-  AR/MARION
 GF0703  USGS QUAD   -  COTTER NW (1972)
 GF0703
 GF0703                         *CURRENT SURVEY CONTROL
 GF0703  ___________________________________________________________________
 GF0703* NAD 83(1997)-  36 24 51.84553(N)    092 40 41.56184(W)     ADJUSTED  
 GF0703* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 GF0703  ___________________________________________________________________
 GF0703  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GF0703  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0703
 GF0703  HORZ ORDER  -  SECOND
 GF0703
 GF0703.The horizontal coordinates were established by classical geodetic methods
 GF0703.and adjusted by the National Geodetic Survey in September 1999..
 GF0703
 GF0703.The orthometric height was scaled from a topographic map.
 GF0703
 GF0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0703
 GF0703.The geoid height was determined by GEOID03.
 GF0703
 GF0703;                    North         East     Units Scale Factor Converg.
 GF0703;SPC AR N     -   231,098.127   339,169.461   MT  1.00004081   -0 23 40.7
 GF0703;SPC AR N     -   758,194.44  1,112,758.47   sFT  1.00004081   -0 23 40.7
 GF0703;UTM  15      - 4,029,961.326   528,849.576   MT  0.99961025   +0 11 27.7
 GF0703
 GF0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0703!SPC AR N     -   0.99995658  x   1.00004081  =   0.99999738
 GF0703!UTM  15      -   0.99995658  x   0.99961025  =   0.99956684
 GF0703
 GF0703                          SUPERSEDED SURVEY CONTROL
 GF0703
 GF0703  NAD 83(1986)-  36 24 51.85766(N)    092 40 41.56127(W) AD(       ) 2
 GF0703  NAD 27      -  36 24 51.61800(N)    092 40 40.95800(W) AD(       ) 2
 GF0703
 GF0703.Superseded values are not recommended for survey control.
 GF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0703.See file dsdata.txt to determine how the superseded data were derived.
 GF0703
 GF0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2885029961(NAD 83)
 GF0703_MARKER: DD = SURVEY DISK
 GF0703_SETTING: 80 = SET IN A BOULDER
 GF0703_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GF0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0703+STABILITY: SURFACE MOTION
 GF0703
 GF0703  HISTORY     - Date     Condition        Report By
 GF0703  HISTORY     - 1953     MONUMENTED       USGS
 GF0703
 GF0703                          STATION DESCRIPTION
 GF0703
 GF0703'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JCM)
 GF0703'THE STATION IS ABOUT 5-1/2 MILES WEST AND 1-3/4 MILES NORTH
 GF0703'OF BULL SHOALS AND ABOUT 12-3/4 MILES NORTH OF YELLVILLE
 GF0703'ON THE SUMMIT OF A TIMBERED RIDGE, IN THE NE 1/4 SEC. 4,
 GF0703'T 20 N, R 16 W.  A USGS STANDARD DISK IS STAMPED
 GF0703'PINE MTN 1940.
 GF0703'
 GF0703'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GF0703'PINE MTN AND THE DISTANCE WAS FOUND TO BE 28.86 FEET AND
 GF0703'8.798 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2046 ***********************************************************************
 EJ2046  DESIGNATION -  PINE RIDGE
 EJ2046  PID         -  EJ2046
 EJ2046  STATE/COUNTY-  AR/MONTGOMERY
 EJ2046  USGS QUAD   -  PINE RIDGE (1985)
 EJ2046
 EJ2046                         *CURRENT SURVEY CONTROL
 EJ2046  ___________________________________________________________________
 EJ2046* NAD 83(1997)-  34 35 09.79009(N)    093 54 17.80230(W)     ADJUSTED  
 EJ2046* NAVD 88     -       276.7    (meters)     908.     (feet)  VERTCON   
 EJ2046  ___________________________________________________________________
 EJ2046  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 EJ2046  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 EJ2046
 EJ2046  HORZ ORDER  -  THIRD
 EJ2046
 EJ2046.The horizontal coordinates were established by classical geodetic methods
 EJ2046.and adjusted by the National Geodetic Survey in September 1999..
 EJ2046
 EJ2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2046
 EJ2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2046
 EJ2046.The geoid height was determined by GEOID03.
 EJ2046
 EJ2046;                    North         East     Units Scale Factor Converg.
 EJ2046;SPC AR S     -   614,513.907   225,246.097   MT  0.99996471   -1 03 58.2
 EJ2046;SPC AR S     - 2,016,117.71    738,994.90   sFT  0.99996471   -1 03 58.2
 EJ2046;SPC AR N     -    29,728.638   225,225.647   MT  1.00008639   -1 06 30.5
 EJ2046;SPC AR N     -    97,534.71    738,927.81   sFT  1.00008639   -1 06 30.5
 EJ2046;UTM  15      - 3,827,511.514   417,007.325   MT  0.99968490   -0 30 49.4
 EJ2046
 EJ2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2046!SPC AR S     -   0.99996117  x   0.99996471  =   0.99992588
 EJ2046!SPC AR N     -   0.99996117  x   1.00008639  =   1.00004755
 EJ2046!UTM  15      -   0.99996117  x   0.99968490  =   0.99964608
 EJ2046
 EJ2046|---------------------------------------------------------------------|
 EJ2046| PID    Reference Object                     Distance      Geod. Az  |
 EJ2046|                                                           dddmmss.s |
 EJ2046| CX6057 PINE RIDGE RM 1                      16.821 METERS 09750     |
 EJ2046| CX6056 PINE RIDGE AZ MK                                   2694558.2 |
 EJ2046| CX6058 PINE RIDGE RM 2                      15.829 METERS 34017     |
 EJ2046|---------------------------------------------------------------------|
 EJ2046
 EJ2046                          SUPERSEDED SURVEY CONTROL
 EJ2046
 EJ2046  NAD 83(1997)-  34 35 09.79728(N)    093 54 17.79892(W) AD(       ) 3
 EJ2046  NAD 83(1986)-  34 35 09.79865(N)    093 54 17.79462(W) AD(       ) 3
 EJ2046  NAD 27      -  34 35 09.40140(N)    093 54 17.08750(W) AD(       ) 3
 EJ2046  NGVD 29 (07/19/86)  276.6    (m)          907.     (f) VERT ANG       
 EJ2046
 EJ2046.Superseded values are not recommended for survey control.
 EJ2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2046.See file dsdata.txt to determine how the superseded data were derived.
 EJ2046
 EJ2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1700727512(NAD 83)
 EJ2046_MARKER: DS = TRIANGULATION STATION DISK
 EJ2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2046
 EJ2046  HISTORY     - Date     Condition        Report By
 EJ2046  HISTORY     - 1956     MONUMENTED       CGS
 EJ2046  HISTORY     - 1961     GOOD             CGS
 EJ2046
 EJ2046                          STATION DESCRIPTION
 EJ2046
 EJ2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2046'THE STATION IS LOCATED ON THE SOUTHWEST SLOPE OF A LOW TIMBERED
 EJ2046'RIDGE WHICH LIES IN AN APPROXIMATE NORTHWEST-SOUTHEAST
 EJ2046'DIRECTION.  IT IS ABOUT 10-1/4 MILES, AIRLINE, SOUTHWEST OF
 EJ2046'PENCIL BLUFF, 6 MILES, AIRLINE, EAST OF CHERRY HILL AND 0.25
 EJ2046'MILE NORTHWEST OF THE VILLAGE OF PINE RIDGE, WHICH IS SITUATED
 EJ2046'AT THE SOUTHEAST BASE OF THE STATION RIDGE.
 EJ2046'
 EJ2046'TO REACH THE STATION FROM THE POST OFFICE AND CROSSROAD
 EJ2046'IN PINE RIDGE, DRIVE NORTH FOR ABOUT 100 FEET TO Y-FORK.
 EJ2046'TAKE LEFT FORK AND CONTINUE NORTHWEST FOR 0.25 MILE TO THE
 EJ2046'END OF THE ROAD AT THE SOUTHWEST SIDE OF A WHITE HOUSE.
 EJ2046'TURN LEFT AND DRIVE ACROSS OPEN GROUND TO THE SOUTHWEST EDGE
 EJ2046'OF THE TOP OF THE RIDGE AND STATION.
 EJ2046'
 EJ2046'ALL OF THE MARKS FOR THIS STATION ARE STANDARD DISKS SET
 EJ2046'IN THE TOPS OF CONCRETE MONUMENTS WHICH ARE 12 INCHES
 EJ2046'SQUARE AND PROJECT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 EJ2046'
 EJ2046'THE STATION MARK, STAMPED PINE RIDGE 1956, IS 106 FEET
 EJ2046'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WHITE HOUSE
 EJ2046'AND 6 FEET SOUTHEAST OF A WHITE WITNESS POST WHICH IS 4 INCHES
 EJ2046'SQUARE.
 EJ2046'
 EJ2046'REFERENCE MARK 1, STAMPED PINE RIDGE NO 1 1956, IS ABOUT THE
 EJ2046'SAME ELEVATION AS THE STATION MARK.
 EJ2046'
 EJ2046'REFERENCE MARK 2, STAMPED PINE RIDGE NO 2 1956, IS ABOUT
 EJ2046'THE SAME ELEVATION AS THE STATION.
 EJ2046'
 EJ2046'THE AZIMUTH MARK, STAMPED PINE RIDGE 1956, IS LOCATED IN
 EJ2046'THE NORTHEAST CORNER OF THE UNION CHURCH YARD.  IT IS 33
 EJ2046'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88, 13 FEET SOUTH
 EJ2046'OF A FENCE CORNER AND A POWERLINE POLE WITH A TRANSFORMER
 EJ2046'NEAR ITS TOP, 2 FEET FEET NORTH OF A WHITE WITNESS POST
 EJ2046'AND 1.6 FEET WEST OF A FENCE.
 EJ2046'
 EJ2046'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN PINE RIDGE,
 EJ2046'DRIVE WEST-NORTHWEST ON STATE HIGHWAY 88 FOR 0.45 MILE TO
 EJ2046'THE UNION CHURCH ON THE LEFT AND THE MARK.
 EJ2046
 EJ2046                          STATION RECOVERY (1961)
 EJ2046
 EJ2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2046'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2046'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 EJ2046'FROM PINE RIDGE IS ACCUATE.  STATE HIGHWAY 8 HAS BEEN CHANGED
 EJ2046'IN THE AREA OF PINE RIDGE AND A NEW DESCRIPTION TO REACH
 EJ2046'THE AZIMUTH MARK FOLLOWS.
 EJ2046'
 EJ2046'FROM FORKS, JUST SOUTHWEST OF DICK HUDDLESTONS STORE, GO
 EJ2046'NORTHWEST ON RIGHT FORK (OLD STATE HIGHWAY 8) FOR 0.45 MILE
 EJ2046'TO THE MARK ON THE LEFT AT NORTHEAST CORNER OF CHURCH YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2017 ***********************************************************************
 EJ2017  DESIGNATION -  PINE RM 2
 EJ2017  PID         -  EJ2017
 EJ2017  STATE/COUNTY-  AR/PIKE
 EJ2017  USGS QUAD   -  CENTER POINT NE (1970)
 EJ2017
 EJ2017                         *CURRENT SURVEY CONTROL
 EJ2017  ___________________________________________________________________
 EJ2017* NAD 83(1997)-  34 13 39.76297(N)    093 49 43.96439(W)     ADJUSTED  
 EJ2017* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 EJ2017  ___________________________________________________________________
 EJ2017  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 EJ2017  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EJ2017
 EJ2017  HORZ ORDER  -  SECOND
 EJ2017
 EJ2017.The horizontal coordinates were established by classical geodetic methods
 EJ2017.and adjusted by the National Geodetic Survey in September 1999..
 EJ2017
 EJ2017.The orthometric height was scaled from a topographic map.
 EJ2017
 EJ2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2017
 EJ2017.The geoid height was determined by GEOID03.
 EJ2017
 EJ2017;                    North         East     Units Scale Factor Converg.
 EJ2017;SPC AR S     -   574,644.665   231,513.334   MT  0.99992414   -1 01 25.0
 EJ2017;SPC AR S     - 1,885,313.37    759,556.66   sFT  0.99992414   -1 01 25.0
 EJ2017;UTM  15      - 3,787,715.312   423,658.690   MT  0.99967184   -0 27 58.5
 EJ2017
 EJ2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2017!SPC AR S     -   0.99996197  x   0.99992414  =   0.99988611
 EJ2017!UTM  15      -   0.99996197  x   0.99967184  =   0.99963382
 EJ2017
 EJ2017                          SUPERSEDED SURVEY CONTROL
 EJ2017
 EJ2017  NAD 83(1997)-  34 13 39.76990(N)    093 49 43.95996(W) AD(       ) 2
 EJ2017  NAD 83(1986)-  34 13 39.77203(N)    093 49 43.95638(W) AD(       ) 2
 EJ2017  NAD 27      -  34 13 39.38760(N)    093 49 43.26740(W) AD(       ) 2
 EJ2017
 EJ2017.Superseded values are not recommended for survey control.
 EJ2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2017.See file dsdata.txt to determine how the superseded data were derived.
 EJ2017
 EJ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2365987715(NAD 83)
 EJ2017_MARKER: 57 = LOOKOUT TOWER
 EJ2017
 EJ2017  HISTORY     - Date     Condition        Report By
 EJ2017  HISTORY     - 1957     FIRST OBSERVED   CGS
 EJ2017
 EJ2017                          STATION DESCRIPTION
 EJ2017
 EJ2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2017'THE TOWER IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF NEW HOPE ON
 EJ2017'THE TOP OF A WOODED RIDGE.
 EJ2017'
 EJ2017'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A GLASS
 EJ2017'ENCLOSED CAB ON TOP.  IT IS GRAY IN COLOR AND 110 FEET HIGH.
 EJ2017'
 EJ2017'TO REACH FROM THE POST OFFICE IN NEW HOPE TO EAST ON U.S. HIGHWAY
 EJ2017'70 FOR 2.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTHEAST, AND
 EJ2017'GO 1.3 MILES ON A GRADED ROAD TO A CROSSROAD, TURN RIGHT,
 EJ2017'SOUTHWEST, AND FOLLOW TRACK ROAD UP HILL FOR 0.6 MILE TO THE
 EJ2017'STATION.
 EJ2017'
 EJ2017'TRAVERSE CONNECTION MADE TO TRIANGULATION STATION PINE 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0883 ***********************************************************************
 GE0883  DESIGNATION -  PINEY
 GE0883  PID         -  GE0883
 GE0883  STATE/COUNTY-  AR/IZARD
 GE0883  USGS QUAD   -  SIDNEY (1962)
 GE0883
 GE0883                         *CURRENT SURVEY CONTROL
 GE0883  ___________________________________________________________________
 GE0883* NAD 83(1997)-  36 07 11.18788(N)    091 43 18.15849(W)     ADJUSTED  
 GE0883* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 GE0883  ___________________________________________________________________
 GE0883  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GE0883  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GE0883
 GE0883  HORZ ORDER  -  SECOND
 GE0883
 GE0883.The horizontal coordinates were established by classical geodetic methods
 GE0883.and adjusted by the National Geodetic Survey in September 1999..
 GE0883
 GE0883.The orthometric height was scaled from a topographic map.
 GE0883
 GE0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0883
 GE0883.The geoid height was determined by GEOID03.
 GE0883
 GE0883;                    North         East     Units Scale Factor Converg.
 GE0883;SPC AR N     -   198,230.778   425,053.047   MT  0.99997952   +0 09 43.0
 GE0883;SPC AR N     -   650,362.14  1,394,528.21   sFT  0.99997952   +0 09 43.0
 GE0883;UTM  15      - 3,997,989.845   615,037.650   MT  0.99976306   +0 45 13.0
 GE0883
 GE0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0883!SPC AR N     -   0.99996734  x   0.99997952  =   0.99994686
 GE0883!UTM  15      -   0.99996734  x   0.99976306  =   0.99973040
 GE0883
 GE0883|---------------------------------------------------------------------|
 GE0883| PID    Reference Object                     Distance      Geod. Az  |
 GE0883|                                                           dddmmss.s |
 GE0883| GE0884 TT 5 LEE                            238.403 METERS 06516     |
 GE0883| CI1977 PINEY AZ MK                                        0945859.9 |
 GE0883| CI1978 PINEY RM 1                           33.378 METERS 11308     |
 GE0883| CI1979 PINEY RM 2                           24.275 METERS 19618     |
 GE0883|---------------------------------------------------------------------|
 GE0883
 GE0883                          SUPERSEDED SURVEY CONTROL
 GE0883
 GE0883  NAD 83(1986)-  36 07 11.19829(N)    091 43 18.15725(W) AD(       ) 2
 GE0883  NAD 27      -  36 07 10.94970(N)    091 43 17.63520(W) AD(       ) 2
 GE0883
 GE0883.Superseded values are not recommended for survey control.
 GE0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0883.See file dsdata.txt to determine how the superseded data were derived.
 GE0883
 GE0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1503897990(NAD 83)
 GE0883_MARKER: DS = TRIANGULATION STATION DISK
 GE0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0883
 GE0883  HISTORY     - Date     Condition        Report By
 GE0883  HISTORY     - 1953     MONUMENTED       CGS
 GE0883
 GE0883                          STATION DESCRIPTION
 GE0883
 GE0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0883'THE STATION IS LOCATED ABOUT 6.5 MILES WEST AND 3.5 MILES
 GE0883'NORTH OF EVENING SHADE, IN THE SOUTH EDGE OF A PASTURE OWNED
 GE0883'BY MR. LANKFORD.  IT IS ABOUT 75 YARDS EAST OF THE EAST SIDE
 GE0883'OF MR. LANKFORDS HOUSE, 58 FEET NORTH OF THE CENTER OF A
 GE0883'T-ROAD INTERSECTION, 25 FEET NORTHWEST OF THE CENTER OF A
 GE0883'GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE.  IT IS STAMPED
 GE0883'PINEY 1953 AND PROJECTS 4 INCHES.
 GE0883'
 GE0883'REFERENCE MARK NO. 1 IS 64 FEET SOUTHEAST OF THE CENTER OF
 GE0883'A GRAVELED ROAD, 44 FEET NORTH OF THE CENTER OF A DIRT ROAD
 GE0883'AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED PINEY NO 1 1953
 GE0883'AND PROJECTS 4 INCHES.
 GE0883'
 GE0883'REFERENCE MARK NO. 2 IS 31 FEET SOUTHEAST OF THE CENTER OF A
 GE0883'GRAVELED ROAD, 25 FEET SOUTHWEST OF THE CENTER OF A T ROAD
 GE0883'INTERSECTION AND 21 FEET EAST OF A TELEPHONE POLE.  IT IS
 GE0883'STAMPED PINEY NO 2 1953 AND PROJECTS 4 INCHES.
 GE0883'
 GE0883'THE AZIMUTH MARK IS LOCATED 15 FEET NORTH OF THE CENTER OF
 GE0883'A DIRT ROAD AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED PINEY
 GE0883'1953 AND PROJECTS 6 INCHES.
 GE0883'
 GE0883'A TRAVERSE CONNECTION WAS MADE TO B.M. TT LEE (USGS).  IT IS 25
 GE0883'FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 3 FEET
 GE0883'SOUTHWEST OF A FENCE POST WITH A SMALL TRIANGULAR BLAZE AND
 GE0883'1.5 FEET NORTH OF A FENCE.  IT IS A STANDARD U.S. GEOLOGICAL
 GE0883'SURVEY BENCH MARK DISK SET IN THE TOP OF A 6 INCH SQUARE
 GE0883'CONCRETE POST AND IT IS STAMPED TT 5 LEE 1948 AND PROJECTS
 GE0883'4 INCHES.
 GE0883'
 GE0883'TO REACH THE STATION FROM THE POST OFFICE IN EVENING SHADE, GO
 GE0883'EAST ON A PAVED STREET FOR 0.25 MILE TO STATE HIGHWAY 11,
 GE0883'TURN LEFT AND GO NORTHERLY ON STATE HIGHWAY 11 FOR 1.7 MILES
 GE0883'TO A T-ROAD LEFT.  TURN LEFT AND GO WESTERLY FOR 1.2 MILES
 GE0883'TO A FORK, TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN
 GE0883'TRAVELED ROAD FOR 1.0 MILE TO A FORK, TAKE THE LEFT FORK AND
 GE0883'CONTINUE FOR 1.5 MILES TO A T ROAD INTERSECTION, TURN RIGHT
 GE0883'AND FOLLOW A WINDING ROAD FOR 3.25 MILES TO A T ROAD LEFT.
 GE0883'TURN LEFT AND GO 1.05 MILES TO THE AZIMUTH MARK ON THE RIGHT
 GE0883'AS DESCRIBED, CONTINUE WESTERLY FOR 0.45 MILE TO A T ROAD
 GE0883'INTERSECTION AND THE STATION AS DESCRIBED.
 GE0883'
 GE0883'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0974 ***********************************************************************
 FH0974  DESIGNATION -  PINNACLE RESET
 FH0974  PID         -  FH0974
 FH0974  STATE/COUNTY-  AR/FRANKLIN
 FH0974  USGS QUAD   -  BARBER (1997)
 FH0974
 FH0974                         *CURRENT SURVEY CONTROL
 FH0974  ___________________________________________________________________
 FH0974* NAD 83(1997)-  35 12 49.11239(N)    094 03 11.37375(W)     ADJUSTED  
 FH0974* NAVD 88     -       369.1    (meters)    1211.     (feet)  VERTCON   
 FH0974  ___________________________________________________________________
 FH0974  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 FH0974  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FH0974
 FH0974  HORZ ORDER  -  FIRST
 FH0974
 FH0974.The horizontal coordinates were established by classical geodetic methods
 FH0974.and adjusted by the National Geodetic Survey in September 1999..
 FH0974
 FH0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0974
 FH0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0974
 FH0974.The geoid height was determined by GEOID03.
 FH0974
 FH0974;                    North         East     Units Scale Factor Converg.
 FH0974;SPC AR N     -    99,611.627   213,080.936   MT  0.99995673   -1 11 41.0
 FH0974;SPC AR N     -   326,809.15    699,083.04   sFT  0.99995673   -1 11 41.0
 FH0974;SPC OK S     -   215,601.377   959,267.936   MT  0.99999617   +2 14 25.1
 FH0974;SPC OK S     -   707,352.18  3,147,198.22   sFT  0.99999617   +2 14 25.1
 FH0974;UTM  15      - 3,897,243.618   404,146.095   MT  0.99971323   -0 36 26.4
 FH0974
 FH0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0974!SPC AR N     -   0.99994680  x   0.99995673  =   0.99990353
 FH0974!SPC OK S     -   0.99994680  x   0.99999617  =   0.99994297
 FH0974!UTM  15      -   0.99994680  x   0.99971323  =   0.99966004
 FH0974
 FH0974|---------------------------------------------------------------------|
 FH0974| PID    Reference Object                     Distance      Geod. Az  |
 FH0974|                                                           dddmmss.s |
 FH0974| CI1173 PINNACLE WM N BLAZED TREE             8.992 METERS 00535     |
 FH0974| CI1988 PINNACLE WM NE DRILL HOLE             8.473 METERS 03934     |
 FH0974| CI1987 PINNACLE WM E BLAZED TREE            11.735 METERS 08241     |
 FH0974| CI1984 PINNACLE RM 1 RESET                   2.024 METERS 10607     |
 FH0974| CI1986 PINNACLE RM 3                         9.151 METERS 13220     |
 FH0974| CI1983 PINNACLE AZ MK                                     1391347.0 |
 FH0974| CI1985 PINNACLE RM 2 RESET                   3.181 METERS 21614     |
 FH0974| CI1989 PINNACLE WM W DRILL HOLE              4.755 METERS 26745     |
 FH0974| CI2364 LONE TREE                                          26749     |
 FH0974| FH0989 GEORGE                              APPROX.35.5 KM 2815239.8 |
 FH0974|---------------------------------------------------------------------|
 FH0974
 FH0974                          SUPERSEDED SURVEY CONTROL
 FH0974
 FH0974  NAD 83(1997)-  35 12 49.12048(N)    094 03 11.36917(W) AD(       ) 1
 FH0974  NAD 83(1986)-  35 12 49.12063(N)    094 03 11.36438(W) AD(       ) 1
 FH0974  NAD 27      -  35 12 48.78400(N)    094 03 10.62500(W) AD(       ) 1
 FH0974  NGVD 29 (07/19/86)  369.0    (m)         1211.     (f) VERT ANG       
 FH0974
 FH0974.Superseded values are not recommended for survey control.
 FH0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0974.See file dsdata.txt to determine how the superseded data were derived.
 FH0974
 FH0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0414697244(NAD 83)
 FH0974_MARKER: DS = TRIANGULATION STATION DISK
 FH0974_SETTING: 66 = SET IN ROCK OUTCROP
 FH0974_STAMPING: PINNACLE 1935 1919
 FH0974_PROJECTION: FLUSH
 FH0974
 FH0974  HISTORY     - Date     Condition        Report By
 FH0974  HISTORY     - 1935     MONUMENTED       CGS
 FH0974  HISTORY     - 1940     SEE DESCRIPTION  CGS
 FH0974  HISTORY     - 1959     GOOD             CGS
 FH0974  HISTORY     - 1963     GOOD             USE
 FH0974  HISTORY     - 19760217 GOOD             USGS
 FH0974  HISTORY     - 1985     GOOD             DMA
 FH0974
 FH0974                          STATION DESCRIPTION
 FH0974
 FH0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0974'STATION RECOVERED AS FOLLOWS- THE LOCATION OF THE STATION
 FH0974'WAS RECOVERED BY COMPUTATIONS FROM THE DISTANCES AND DIRECTIONS
 FH0974'TO THE TWO DRILL HOLES WHERE REFERENCE MARKS HAD BEEN AND
 FH0974'A NAIL IN A BLAZED TREE.  IT IS BELIEVED, THAT THE FORMER
 FH0974'SITE OF THE STATION WAS RECOVERED WITHIN TEN (10) MILLIMETERS.
 FH0974'SURFACE AND UNDERGROUND MARKS WERE ESTABLISHED (STANDARD
 FH0974'DISKS SET IN CONCRETE.)
 FH0974'THE SURFACE MARK IS FLUSH WITH THE GROUND, AND IS SURROUNDED
 FH0974'BY OUTCROPPING LEDGE ROCK.
 FH0974'
 FH0974'REFERENCE MARK NO.1, A STANDARD DISK IS ESE OF THE STATION,
 FH0974'SET FLUSH IN OUTCROPPING LEDGE ROCK, THE SAME ROCK IN WHICH
 FH0974'THE OLD DRILL HOLE WAS FOUND BUT IN A MORE SUBSTANTIAL PART,
 FH0974'SINCE THE OLD DRILL HOLE WAS PARTIALLY DESTROYED.  IT IS
 FH0974'STAMPED 1935.
 FH0974'
 FH0974'REFERENCE MARK NO.2, A STANDARD DISK IS SW OF THE STATION,
 FH0974'SET FLUSH IN A HEAVY BOULDER ABOUT 2 BY 3 FEET IN THE SAME
 FH0974'DRILL HOLE AS THE OLD MARK, AND IS STAMPED 1935.
 FH0974'
 FH0974'AZIMUTH MARK, A STANDARD DISK SET IN A SQUARE BLOCK OF
 FH0974'CONCRETE IS SE OF THE STATION, AT THE S EDGE OF A CLEARED
 FH0974'FIELD, AT THE N EDGE OF WOODS, APPROXIMATELY 0.2 MILE SE
 FH0974'OF THE OLD FRANCIS PLACE, FLUSH WITH THE GROUND.
 FH0974'
 FH0974'TWO OF THE WITNESS MARKS WERE ESTABLISHED AS FOLLOWS- TWO
 FH0974'BLAZED TREES (MARKED WITH A TRIANGULAR BLAZE WITH A NAIL
 FH0974'AT THE CENTER AND EACH APEX OF THE TRIANGLE) AND TWO CROSSES
 FH0974'IN ROCKS.  THE HORIZONTAL DISTANCES AND DIRECTIONS WERE
 FH0974'MEASURED.  ONE BLAZED TREE WAS ESTABLISHED IN 1917, IT IS
 FH0974'AN 8-INCH OAK, JUST E OF N OF THE STATION, ON THE DOWNWARD
 FH0974'SLOPE OF THE RIDGE.  THE OTHER TREE IS AN 8-INCH OAK, E
 FH0974'OF THE STATION, ON SAME RIDGE AS STATION, BLAZED 1935.
 FH0974'
 FH0974'TO REACH STATION FROM FORT SMITH AT INTERSECTION OF U.S.
 FH0974'HIGHWAY 71 AND U.S. HIGHWAY 64, GO S ON U.S. HIGHWAY 71,
 FH0974'17.4 MILES TO INTERSECTION WITH STATE HIGHWAY 10 AT GREENWOOD,
 FH0974'THENCE E ON STATE HIGHWAY 10, 5.15 MILES TO FORK AT SCHOOLHOUSE,
 FH0974'THENCE LEFT FORK 0.2 MILE TO RIGHT TURN, THENCE RIGHT ON
 FH0974'MAIN-TRAVELED ROAD 3.7 MILES TO FORK, THENCE RIGHT FORK 2.25
 FH0974'MILES TO FORK, THENCE LEFT 0.1 MILE TO TURN RIGHT, THENCE
 FH0974'RIGHT 0.7 MILE TO T-ROAD, THENCE LEFT 0.25 MILE TO FORK
 FH0974'AND TWO GATES, CONTINUE THROUGH LEFT GATE 0.5 MILE TO ANOTHER
 FH0974'GATE, CONTINUE THROUGH GATE 0.35 MILE TO HOUSE, OLD FRANCIS
 FH0974'PLACE.  STATION IS ABOUT 0.4 MILE N ON THE HIGHEST POINT
 FH0974'ON THE HILL.
 FH0974'
 FH0974'A LIGHT 20 FEET ABOVE BURGETT IS VISIBLE FROM THE GROUND.
 FH0974'
 FH0974'A LIGHT 30 FEET ABOVE GEORGE IS VISIBLE FROM THE GROUND.
 FH0974
 FH0974                          STATION RECOVERY (1940)
 FH0974
 FH0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0974'STATION IS LOCATED ABOUT 20 MILES WSW FROM PARIS, 6 MILES
 FH0974'S OF CHARLESTON, 10.5 FEET NE OF HIGHEST POINT OF A PROMINENT
 FH0974'ROUND-TOPPED HILL KNOWN AS PINNACLE KNOB.
 FH0974'
 FH0974'MARK IS FLUSH WITH GROUND, 38.5 FEET W OF A TRIANGLE BLAZE
 FH0974'ON TREE WITH IRON NAIL IN ITS CENTER, 60 FEET N OF FENCE
 FH0974'LINE, STAMPED PINNACLE 1935 1919.
 FH0974'
 FH0974'THE STATION MARK, REFERENCE MARKS NO.1 AND NO.2, AZIMUTH
 FH0974'MARK AND FOUR WITNESS MARKS CONSISTING OF TWO CROSSES IN
 FH0974'ROCKS AND TWO BLAZED TREES WERE RECOVERED AS DESCRIBED IN
 FH0974'1935.  THE DRILL HOLE FOR REFERENCE MARK NO.1 WAS CRACKED
 FH0974'AWAY SO THAT THE DISK COULD BE EASILY LIFTED FROM THE ROCK
 FH0974'AND CAN NO LONGER BE USED AS A REFERENCE MARK.  REFERENCE
 FH0974'MARK NO.3, A STANDARD DISK WEDGED IN A DRILL HOLE IN A BOULDER,
 FH0974'WAS ESTABLISHED AND THE STATION AND AZIMUTH MARKS WERE
 FH0974'REINFORCED WITH CONCRETE AND ARE NOW IN GOOD CONDITION.
 FH0974'REFERENCE MARK NO.2 WAS RECOVERED IN GOOD CONDITION.
 FH0974'
 FH0974'THE AZIMUTH MARK IS 0.2 MILE SE OF THE FRANCIS PLACE AT
 FH0974'THE S EDGE OF A CLEARED FIELD AND AT N EDGE OF A WOOD TRACT,
 FH0974'4.4 FEET WSW OF WHITE WITNESS POST, 2 FEET N OF CAIRN, FLUSH
 FH0974'WITH THE GROUND AND STAMPED PINNACLE AZIMUTH 1935.
 FH0974'
 FH0974'REFERENCE MARK NO.2 IS ON THE HIGHEST POINT OF HILL 1 FOOT
 FH0974'ABOVE THE STATION, PROJECTING 1 FOOT AND IS STAMPED PINNACLE
 FH0974'NO.2, 1935.
 FH0974'
 FH0974'REFERENCE MARK NO.3 IS ON THE S SLOPE OF HILL, 35 FEET N
 FH0974'OF FENCE LINE, 2-1/2 FEET BELOW THE STATION, PROJECTING
 FH0974'1 FOOT AND IS STAMPED, PINNACLE NO.3 1940.
 FH0974'
 FH0974'NO MEASUREMENTS WERE TAKEN TO THE TWO CROSSES IN ROCKS OR
 FH0974'THE OTHER BLAZE ESTABLISHED IN 1935.  NO WITNESS POST SET
 FH0974'AT STATION.
 FH0974'
 FH0974'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE
 FH0974'HIGHWAY 22 IN FORT SMITH, GO S AND E ON U.S. HIGHWAY 71
 FH0974'FOR 26 MILES TO GREENWOOD, FROM GREENWOOD GO E ON STATE
 FH0974'HIGHWAY 10 FOR 12.9 MILES TO DIRT ROAD ON LEFT (N), 0.5
 FH0974'MILE W OF THE FRANKLIN-SEBASTIAN COUNTY LINE, TURN LEFT
 FH0974'AND GO N 1.0 MILE TO SCHOOLHOUSE, CONTINUE 1/4 MILE N TO
 FH0974'FORK, TAKE RIGHT FORK AND GO 1.0 MILE TO ANOTHER FORK, TAKE
 FH0974'RIGHT FORK AND CONTINUE N 1.0 MILE TO DIM FORK JUST BEYOND
 FH0974'HOUSE, TAKE LEFT FORK (W) ON MAIN-TRAVELED ROAD ALONG N
 FH0974'SIDE OF VALLEY 1.2 MILES TO WIRE GATE, PASS THROUGH GATE
 FH0974'AND GO 0.2 MILE TO HOUSE ON RIGHT (OLD FRANCIS PLACE) AND
 FH0974'LARGE OAK TREE ON LEFT AND END OF TRUCK TRAVEL.  PACK N UP
 FH0974'STEEP SLOPE ABOUT 0.3 MILE TO STATION NEAR HIGHEST POINT
 FH0974'OF HILL ABOUT 15 MINUTES.
 FH0974'
 FH0974'SLIGHT DIFFERENCES IN THE VALUES OF DISTANCES AND DIRECTIONS
 FH0974'TO REFERENCE MARKS WERE NOTED AND CHECKED.
 FH0974'
 FH0974'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 FH0974
 FH0974                          STATION RECOVERY (1959)
 FH0974
 FH0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0974'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH0974'FOR THE MOST COMPLETE DESCRIPTION SEE DESCRIPTION BY A.N.S.
 FH0974'IN 1940.  THE OLD FRANCIS PLACE MENTIONED IN THIS DESCRIPTION
 FH0974'IS GONE.
 FH0974'
 FH0974'THE STATION IS ON THE SUMMIT OF PINNACLE KNOB WHICH IS ON
 FH0974'THE FORT CHAFFEE MILITARY RESERVATION.
 FH0974'
 FH0974'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, AT THE FOOT
 FH0974'OF THE NORTH SLOPE OF A RIDGE, AT THE SOUTH EDGE OF AN OLD
 FH0974'CLEARED FIELD AND ABOUT 60 YARDS WEST OF A NORTH-SOUTH LINE
 FH0974'OF TALL TREES THAT ARE IN AN OLD FENCE LINE.  THERE IS A
 FH0974'ROCK CAIRN TO THE SOUTH OF THE MARK.
 FH0974'
 FH0974'TO REACH THE STATION FROM CHARLESTON, FROM THE STOP LIGHT,
 FH0974'GO EAST ON STATE HIGHWAY 22 FOR 0.7 MILE TO CROSSROADS, TURN
 FH0974'RIGHT AND GO SOUTH FOR 3.0 MILES TO FORKS, CONTINUE STRAIGHT
 FH0974'AHEAD ON RIGHT FORK FOR 3.5 MILES TO A TRACK ROAD AND FIRE
 FH0974'BREAK ON RIGHT (THIS TRACK ROAD IS ABOUT 3.0 MILES NORTH
 FH0974'ALONG A ROAD FROM A POINT ON STATE HIGHWAY 10 ABOUT 1/2
 FH0974'MILE WEST OF THE SEBASTIAN-LOGAN COUNTY LINE), TURN RIGHT
 FH0974'AND GO WESTERLY UP VALLEY ALONG FIRE BREAK FOR ABOUT 1.5
 FH0974'MILES TO END OF TRUCK TRAVEL AT A POINT WHERE FIRE BREAK
 FH0974'TURNS RIGHT UP STEEP PART OF THE MOUNTAIN.  THIS IS ABOUT
 FH0974'0.15 MILE SOUTH OF THE STATION.  A 4-WHEEL DRIVE TRUCK
 FH0974'REQUIRED FOR THE LAST 1.5 MILES AT TIME STATION WAS RECOVERED
 FH0974'DUE TO WET GROUND.
 FH0974
 FH0974                          STATION RECOVERY (1963)
 FH0974
 FH0974'RECOVERY NOTE BY US ENGINEERS 1963
 FH0974'RECOVERED BY 3RD TAB, 25TH ARTY.
 FH0974'
 FH0974'STATION AND AZIMUTH MARKS ARE IN GOOD CONDITION.  TO REACH
 FH0974'STATION FROM GREENWOOD, GO E ON HWY 10 FOR 12.9 MILES TO
 FH0974'DIRT ROAD ON LEFT, THIS ROAD IS THE E BOUNDARY OF FORT CHAFFEE.
 FH0974'GO N ON DIRT ROAD FOR 3-1/4 MILES TO FORT CHAFFEE MILITARY
 FH0974'RESERVATION GATE 36, ENTER RESERVATION AND GO W ALONG FIREBREAK
 FH0974'FOR 1.2 MILES.  STATION IS ON PEAK OF HILL WITH A WOODEN
 FH0974'TOWER ERECTED OVER IT.
 FH0974
 FH0974                          STATION RECOVERY (1976)
 FH0974
 FH0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JPM)
 FH0974'RECOVERED IN GOOD CONDITION.
 FH0974
 FH0974                          STATION RECOVERY (1985)
 FH0974
 FH0974'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (TW)
 FH0974'PINNACLE 1917 1935 USC AND GS FOUND GOOD.
 FH0974'
 FH0974'PINNACLE NO. 3 1940 USC AND GS FOUND GOOD.
 FH0974'
 FH0974'AZIMUTH MARK NOT RECOVERED.
 FH0974'
 FH0974'RM 2 NOT RECOVERED.  REMNANTS OF DRILL HOLE AND CONCRETE FOUND IN
 FH0974'DIRECTION AND DISTANCE INDICATED BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1865 ***********************************************************************
 FF1865  DESIGNATION -  PISGAH
 FF1865  PID         -  FF1865
 FF1865  STATE/COUNTY-  AR/WHITE
 FF1865  USGS QUAD   -  LETONA (1962)
 FF1865
 FF1865                         *CURRENT SURVEY CONTROL
 FF1865  ___________________________________________________________________
 FF1865* NAD 83(1997)-  35 20 03.10645(N)    091 50 46.73148(W)     ADJUSTED  
 FF1865* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 FF1865  ___________________________________________________________________
 FF1865  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 FF1865  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF1865
 FF1865  HORZ ORDER  -  FIRST
 FF1865
 FF1865.The horizontal coordinates were established by classical geodetic methods
 FF1865.and adjusted by the National Geodetic Survey in September 1999..
 FF1865
 FF1865.The orthometric height was scaled from a topographic map.
 FF1865
 FF1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1865
 FF1865.The geoid height was determined by GEOID03.
 FF1865
 FF1865;                    North         East     Units Scale Factor Converg.
 FF1865;SPC AR N     -   111,047.907   413,971.637   MT  0.99994540   +0 05 21.9
 FF1865;SPC AR N     -   364,329.67  1,358,171.95   sFT  0.99994540   +0 05 21.9
 FF1865;UTM  15      - 3,910,715.725   604,848.273   MT  0.99973547   +0 40 02.2
 FF1865
 FF1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1865!SPC AR N     -   0.99997211  x   0.99994540  =   0.99991752
 FF1865!UTM  15      -   0.99997211  x   0.99973547  =   0.99970759
 FF1865
 FF1865:                Primary Azimuth Mark                     Grid Az
 FF1865:SPC AR N     -  PISGAH AZ MK                             141 37 47.4
 FF1865:UTM  15      -  PISGAH AZ MK                             141 03 07.1
 FF1865
 FF1865|---------------------------------------------------------------------|
 FF1865| PID    Reference Object                     Distance      Geod. Az  |
 FF1865|                                                           dddmmss.s |
 FF1865| CI1994 PISGAH AZ MK                                       1414309.3 |
 FF1865| FF1867 SEARCY MORRIS SCH FOR BOYS TK       APPROX. 6.9 KM 1944716.9 |
 FF1865| CI1995 PISGAH RM 1                          40.398 METERS 24132     |
 FF1865| CI1996 PISGAH RM 2                          38.496 METERS 35630     |
 FF1865|---------------------------------------------------------------------|
 FF1865
 FF1865                          SUPERSEDED SURVEY CONTROL
 FF1865
 FF1865  NAD 83(1986)-  35 20 03.11895(N)    091 50 46.73217(W) AD(       ) 1
 FF1865  NAD 27      -  35 20 02.82000(N)    091 50 46.21800(W) AD(       ) 1
 FF1865
 FF1865.Superseded values are not recommended for survey control.
 FF1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1865.See file dsdata.txt to determine how the superseded data were derived.
 FF1865
 FF1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0484810716(NAD 83)
 FF1865_MARKER: DS = TRIANGULATION STATION DISK
 FF1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1865
 FF1865  HISTORY     - Date     Condition        Report By
 FF1865  HISTORY     - 1934     MONUMENTED       CGS
 FF1865  HISTORY     - 1940     GOOD             CGS
 FF1865  HISTORY     - 1962     GOOD             CGS
 FF1865  HISTORY     - 1967     GOOD             CGS
 FF1865
 FF1865                          STATION DESCRIPTION
 FF1865
 FF1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1865'THE STATION IS LOCATED ABOUT 4.0 MILES BY ROAD S OF LETONA,
 FF1865'A SMALL TOWN 2.5 MILES W OF STATE ROUTE 16.  IT IS IN SOME
 FF1865'OPEN WOODLAND AT THE HIGHEST POINT OF A PROMINENT HILL KNOWN
 FF1865'LOCALLY AS MOUNT PISGAH.  THE LAND BELONGS TO MR. GRIMES A
 FF1865'NON-RESIDENT.  THE STATION IS ABOUT 90 FEET SE OF A ROAD
 FF1865'FOLLOWING THE TOP OF THE RIDGE, 18.2 FEET E FROM A 12-INCH
 FF1865'BLAZED TREE.
 FF1865'
 FF1865'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FF1865'DISKS SET IN CONCRETE AS DESCRIBED.
 FF1865'
 FF1865'REFERENCE MARK NO. 1 IS ON HIGHEST PART OF MOUNT PISGAH,
 FF1865'132.59 FEET W OF THE STATION.
 FF1865'
 FF1865'REFERENCE MARK NO. 2 IS ON N SLOPE OF HILL, 126.40 FEET FROM THE
 FF1865'STATION.
 FF1865'
 FF1865'THE AZIMUTH MARK IS ABOUT 1.4 MILES SE OF THE STATION, 18 FEET
 FF1865'FROM THE CENTER LINE OF COUNTY ROAD, 1-1/2 FEET W OF FENCE
 FF1865'LINE, AND FOUR FEET FROM DITCH.
 FF1865'
 FF1865'TO REACH THE AZIMUTH MARK FOLLOW DESCRIPTION AS GIVEN TO REACH
 FF1865'CROZIERS HOUSE.  INSTEAD OF TURNING W AT CROSS ROAD, CONTINUE
 FF1865'ON ROAD S FOR 0.4 MILE TO C.H. THOMAS HOUSE TO THE MARK.
 FF1865'
 FF1865'TO REACH STATION FROM PANGBURN, GO S ON STATE ROUTE 16 FOR ABOUT
 FF1865'5.0 MILES TO T-ROAD W TO LETONA, THEN W ON T-ROAD 2.4 MILES TO
 FF1865'THE RAILROAD AT LETONA.  AT LETONA CROSS RAILROAD TRACKS, TURN
 FF1865'S ALONG W SIDE OF RAILROAD FOR 1.7 MILES TO WHERE ROAD TURNS
 FF1865'LEFT AT BASE OF MOUNT PISGAH.  TURN LEFT WITH ROAD AND GO 0.6
 FF1865'MILE TO CROSS ROAD, TURN W AT CROSS ROAD AND GO 0.8 MILE TO ED
 FF1865'CROZIERS HOUSE ON N SIDE OF THE ROAD.
 FF1865'
 FF1865'GO N THROUGH CROZIERS YARD ON WAGON ROAD TO TOP OF RISE, WHERE
 FF1865'ROAD FORKS AT TRIANGLE BLAZE ON CEDAR TREE.  HERE ONE ROAD
 FF1865'BEARS NW TO ONE KNOLL, AND THE OTHER BEARS NE TO MOUNT PISGAH.
 FF1865'TAKE THE RIGHT FORK AND FOLLOW 1100 PACES TO TOP OF HILL.
 FF1865'STATION IS NE OF THE RIDGE ROAD.
 FF1865'
 FF1865'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FF1865
 FF1865                          STATION RECOVERY (1940)
 FF1865
 FF1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FF1865'THE STATION IS ABOUT 9 MILES SSW OF PANGBURN AND ABOUT 4 MILES
 FF1865'BY ROAD S OF LETONA ON THE HIGHEST POINT OF A PROMINENT WOODED
 FF1865'HILL KNOWN LOCALLY AS MOUNT PISGAH.
 FF1865'
 FF1865'THE STATION, AZIMUTH, AND 2 REFERENCE MARKS WERE RECOVERED AS
 FF1865'DESCRIBED AND IN GOOD CONDITION.
 FF1865'
 FF1865'STATION MARK IS 75 FEET SE OF THE CENTER LINE OF ROAD, 18.2 FEET
 FF1865'E OF TRIANGLE BLAZE ON TREE, 36.4 FEET SW OF ANOTHER TRIANGLE
 FF1865'BLAZE ON TREE, 6.5 FEET W OF WHITE WITNESS POST, PROJECTS 6
 FF1865'INCHES, AND IS STAMPED PISGAH 1934.
 FF1865'
 FF1865'REFERENCE MARK NO. 1 IS 17 FEET E OF TRACK ROAD, PROJECTS 4 INCHES
 FF1865'AND IS STAMPED PISGAH NO. 1, 1934.
 FF1865'
 FF1865'REFERENCE MARK NO. 2 IS 8 FEET N OF TRACK ROAD, PROJECTS 3
 FF1865'INCHES AND IS STAMPED PISGAH NO. 2, 1934.
 FF1865'
 FF1865'TO REACH THE AZIMUTH MARK FROM CROSSROADS MENTIONED IN ORIGINAL
 FF1865'DESCRIPTION CONTINUE STRAIGHT AHEAD (S) 1.4 MILES TO MARK ON
 FF1865'LEFT, 18 FEET E OF THE ROAD, 1-1/2 FEET W OF FENCE LINE, 1.6 FEET
 FF1865'N OF WHITE WITNESS POST.  IT IS FLUSH WITH THE GROUND, AND STAMPED
 FF1865'PISGAH AZI 1934.
 FF1865'
 FF1865'STATION REACHED FROM PANBURN BY GOING S ON STATE HIGHWAY 16
 FF1865'5.0 MILES TO T-ROAD LEADING W TO LETONA, TURN W AND GO 2.4 MILES
 FF1865'TO RAILROAD TRACKS IN LETONA, CROSS TRACKS AND TURN LEFT (S)
 FF1865'AND GO ALONG W SIDE OF RAILROAD TRACKS 1.7 MILES TO CHURCH ON
 FF1865'RIGHT AT BASE OF MOUNT PISGAH, CONTINUE 0.6 MILE TO CROSSROADS,
 FF1865'TURN RIGHT (W) AND GO 0.8 MILE TO ED CROZIERS HOUSE ON RIGHT,
 FF1865'TURN RIGHT INTO YARD AND FOLLOW TRACK ROAD NORTHERLY TO TOP
 FF1865'OF RISE, THEN NORTHEASTERLY AND EASTERLY ALONG RIDGE 1.8
 FF1865'MILES TO STATION ON HIGHEST POINT.
 FF1865'
 FF1865'A 116-FOOT TOWER WAS USED.
 FF1865'
 FF1865'REFERENCE MARK DISTANCES WERE CAREFULLY MADE OVER LINE OF STAKES.
 FF1865'NOTE CHANGE OF ONE DEGREE ON DIRECTION OF REFERENCE MARK NO. 2
 FF1865'OF DATA (1934) FURNISHED FIELD PARTY.
 FF1865
 FF1865                          STATION RECOVERY (1962)
 FF1865
 FF1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1865'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FF1865'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 FF1865'DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 FF1865'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 FF1865'
 FF1865'A COMPLETE NEW DESCRIPTION FOLLOWS-
 FF1865'
 FF1865'THE STATION IS APPROXIMATELY 6-1/2 MILES SOUTH OF PANGBURN,
 FF1865'2 MILES SOUTHWEST OF LETONA, ON THE SUMMIT OF A PROMINENT,
 FF1865'WOODED HILL, KNOWN LOCALLY AS MOUNT PISGAH, ON PROPERTY OWNED BY
 FF1865'DR. DAVIS, OF THE SEARCY CLINIC, SEARCY, ARKANSAS.
 FF1865'
 FF1865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67C,
 FF1865'STATE HIGHWAYS 16 AND 36, AT MAIN AND RACE STREETS, IN SEARCY,
 FF1865'GO WEST AND NORTH ON HIGHWAY 16 FOR 3.85 MILES TO THE GILLIAM
 FF1865'LUMBER CO. ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 16 FOR 0.5
 FF1865'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A
 FF1865'GRAVELED ROAD 4.2 MILES TO A FORK.  BEAR RIGHT AND GO NORTH AND
 FF1865'WEST 1.0 MILE TO A CROSSROAD*.  CONTINUE WEST ON A GRAVELED
 FF1865'ROAD 0.55 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE WESTERLY
 FF1865'0.15 MILE TO A POND ON THE LEFT, A FENCE CORNER AND A WIRE
 FF1865'GAP ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE WIRE GAP
 FF1865'AND GO WEST AND NORTHWEST, PASSING TO THE RIGHT OF A METAL
 FF1865'SHED, ON A WOODS ROAD FOR 0.1 MILE TO A WIRE GATE
 FF1865'BETWEEN TREES.  PASS THROUGH THE GATE AND GO WESTERLY ON
 FF1865'THE WOODS ROAD 0.4 MILE TO A DIM WOODS ROAD ON THE RIGHT AT THE
 FF1865'TOP OF A RIDGE.  TURN RIGHT AND GO NORTH AND NORTHEAST ON
 FF1865'THE WOODS ROAD 0.6 MILE TO THE STATION IN A SMALL CLEARING
 FF1865'AT THE TOP OF THE HILL.
 FF1865'
 FF1865'STATION MARK IS A STANDARD DISK STAMPED PISGAH 1934, SET IN
 FF1865'A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 26 FEET
 FF1865'SOUTH OF THE CENTER OF THE WOODS ROAD, 15 FEET NORTHWEST OF A
 FF1865'6-INCH TREE WITH A TRIANGULAR BLAZE AND 2.7 FEET SOUTHEAST OF
 FF1865'A METAL WITNESS POST.  THE UNDERGROUND DISK WAS
 FF1865'NOT INSPECTED.
 FF1865'
 FF1865'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PISGAH NO 1 1934,
 FF1865'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 FF1865'IS 18 FEET EAST OF THE CENTER OF THE WOODS ROAD AND 12 FEET SOUTH
 FF1865'OF AN 8-INCH TREE WITH A TRIANGULAR BLAZE.
 FF1865'
 FF1865'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PISGAH NO 2
 FF1865'1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 FF1865'IT IS 101 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 21
 FF1865'FEET NORTHWEST OF A 10-INCH TREE WITH A TRIANGULAR BLAZE.
 FF1865'
 FF1865'AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED PISGAH AZI
 FF1865'1934, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 FF1865'IT IS 106 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 50
 FF1865'FEET NORTH OF A POWER POLE, 41 FEET SOUTH OF THE CENTER OF A
 FF1865'DRIVEWAY, 17 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1
 FF1865'FOOT WEST OF A FENCE.
 FF1865'
 FF1865'*TO REACH THE AZIMUTH MARK, GO SOUTH ON A GRAVELED ROAD 0.45
 FF1865'MILE TO A HOUSE AND THE MARK ON THE LEFT.
 FF1865'
 FF1865'NOTE- REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE PULLING 7 KG.
 FF1865'TAPE TENSION.
 FF1865'
 FF1865'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF1865
 FF1865                          STATION RECOVERY (1967)
 FF1865
 FF1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1865'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FF1865'1962 DESCRIPTION BY J.K. RICHARDS IS ADEQUATE.
 FF1865'
 FF1865'A METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1051 ***********************************************************************
 GE1051  DESIGNATION -  PITMAN
 GE1051  PID         -  GE1051
 GE1051  STATE/COUNTY-  AR/RANDOLPH
 GE1051  USGS QUAD   -  SUPPLY (1968)
 GE1051
 GE1051                         *CURRENT SURVEY CONTROL
 GE1051  ___________________________________________________________________
 GE1051* NAD 83(1997)-  36 28 05.97196(N)    090 48 08.50742(W)     ADJUSTED  
 GE1051* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 GE1051  ___________________________________________________________________
 GE1051  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GE1051  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GE1051
 GE1051  HORZ ORDER  -  SECOND
 GE1051
 GE1051.The horizontal coordinates were established by classical geodetic methods
 GE1051.and adjusted by the National Geodetic Survey in September 1999..
 GE1051
 GE1051.The orthometric height was scaled from a topographic map.
 GE1051
 GE1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1051
 GE1051.The geoid height was determined by GEOID03.
 GE1051
 GE1051;                    North         East     Units Scale Factor Converg.
 GE1051;SPC AR N     -   237,525.547   507,344.534   MT  1.00005491   +0 41 48.9
 GE1051;SPC AR N     -   779,281.73  1,664,512.86   sFT  1.00005491   +0 41 48.9
 GE1051;SPC MO E     -    70,497.683   222,901.691   MT  0.99994238   -0 10 47.0
 GE1051;UTM  15      - 4,038,139.784   696,904.371   MT  1.00007771   +1 18 23.9
 GE1051
 GE1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1051!SPC AR N     -   0.99998412  x   1.00005491  =   1.00003903
 GE1051!SPC MO E     -   0.99998412  x   0.99994238  =   0.99992650
 GE1051!UTM  15      -   0.99998412  x   1.00007771  =   1.00006183
 GE1051
 GE1051|---------------------------------------------------------------------|
 GE1051| PID    Reference Object                     Distance      Geod. Az  |
 GE1051|                                                           dddmmss.s |
 GE1051| CI5284 PITMAN RM 1                          21.931 METERS 16303     |
 GE1051| CI5283 PITMAN AZ MK                                       1694816.9 |
 GE1051| CI5285 PITMAN RM 2                          22.928 METERS 24302     |
 GE1051|---------------------------------------------------------------------|
 GE1051
 GE1051                          SUPERSEDED SURVEY CONTROL
 GE1051
 GE1051  NAD 83(1986)-  36 28 05.97861(N)    090 48 08.50771(W) AD(       ) 2
 GE1051  NAD 27      -  36 28 05.75710(N)    090 48 08.07800(W) AD(       ) 2
 GE1051
 GE1051.Superseded values are not recommended for survey control.
 GE1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1051.See file dsdata.txt to determine how the superseded data were derived.
 GE1051
 GE1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9690438140(NAD 83)
 GE1051_MARKER: DS = TRIANGULATION STATION DISK
 GE1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1051
 GE1051  HISTORY     - Date     Condition        Report By
 GE1051  HISTORY     - 1955     MONUMENTED       CGS
 GE1051  HISTORY     - 1957     GOOD             CGS
 GE1051  HISTORY     - 1969     GOOD             CGS
 GE1051
 GE1051                          STATION DESCRIPTION
 GE1051
 GE1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1051'THE STATION IS ON THE PROPERTY OF MRS. W.A. HAWKINS, ABOUT 7
 GE1051'MILES NORTHEAST OF MAYNARD, 1-1/2 MILES EAST OF THE PITMAN
 GE1051'POST OFFICE, 0.1 MILE WEST OF A GRAVEL ROAD, 0.05 MILE NORTH
 GE1051'OF A STOCK POND AND 5 FEET SOUTH-SOUTHWEST OF A 4 X 4 INCH
 GE1051'WHITE WITNESS POST.
 GE1051'
 GE1051'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 115
 GE1051'AND 166 AT THE POST OFFICE IN MAYNARD, GO EAST ON HIGHWAY 166
 GE1051'FOR 0.45 MILE TO A FORK, TAKE LEFT ROAD AND GO NORTHEAST AND
 GE1051'EASTERLY ON THE HIGHWAY FOR 3.55 MILES TO A POINT WHERE STATE
 GE1051'HIGHWAY 166 TURNS TO THE LEFT, CONTINUE STRAIGHT AHEAD ON
 GE1051'THE MAIN GRAVELED ROAD, PASSING THROUGH THE SMALL VILLAGE OF
 GE1051'SUPPLY, FOR 1.85 MILES TO A CROSS ROAD AT THE PITMAN POST
 GE1051'OFFICE, TURN RIGHT AND GO EASTERLY FOR 1.0 MILE TO THE W.A.
 GE1051'HAWKINS FARM HOME ON THE LEFT, CONTINUE EAST FOR 0.3 MILE
 GE1051'TO A T-JUNCTION, TURN RIGHT AND GO SOUTH FOR 0.35 MILE TO A
 GE1051'TRACK ROAD ON THE RIGHT, (TO REACH THE AZIMUTH MARK,
 GE1051'CONTINUE SOUTH FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT, TURN
 GE1051'LEFT, EAST, FOR 0.05 MILE TO THE MARK ON THE LEFT) TURN RIGHT
 GE1051'AND GO NORTHWEST OF THE TRACK ROAD ABOUT 200 FEET TO A
 GE1051'FORK, TAKE RIGHT FORK, PASS THROUGH A GATE AND CONTINUE
 GE1051'NORTHWEST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 GE1051'
 GE1051'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE1051'PITMAN 1955.
 GE1051'
 GE1051'REFERENCE MARK 1 IS 20 FEET WEST OF A 24-INCH OAK TREE.  THE
 GE1051'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED PITMAN NO 1 1955.
 GE1051'
 GE1051'REFERENCE MARK 2 IS 21 FEET NORTHWEST OF A 30-INCH OAK TREE.
 GE1051'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED PITMAN
 GE1051'NO 2 1955.
 GE1051'
 GE1051'THE AZIMUTH MARK IS 12 FEET NORTH OF THE CENTER OF THE DRIVEWAY,
 GE1051'2 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT SOUTH
 GE1051'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE1051'PITMAN 1955.
 GE1051'
 GE1051'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE1051
 GE1051                          STATION RECOVERY (1957)
 GE1051
 GE1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1051'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 GE1051'DESCRIPTION OF THE STATION WAS FOUND TO BE IN ERROR, THEREFORE
 GE1051'A COMPLETE NEW DESCRIPTION FOLLOWS.
 GE1051'
 GE1051'THE STATION IS 6 MILES NORTHEAST OF MAYNARD, 1-1/2 MILES SOUTHEAST
 GE1051'OF THE PITMAN POST OFFICE AND ON A WOODED HILL 0.1 MILE WEST
 GE1051'OF THE RANDOLPH-CLAY COUNTY LINE.  IT IS ON THE PROPERTY OF MR.
 GE1051'DAN CARMICHEL, IN THE NORTHEAST 1/4 OF SECTION 13, T 21 N,
 GE1051'R 2 E.
 GE1051'
 GE1051'TO REACH THE STATION FROM THE POST OFFICE IN PITMAN, GO EAST
 GE1051'FOR 1.35 MILES TO A T-ROAD, TURN RIGHT AND GO SOUTH ALONG THE
 GE1051'RANDOLPH-CLAY COUNTY LINE FOR 0.25 MILE TO A SIDE ROAD ON THE
 GE1051'LEFT, CONTINUE SOUTH FOR 0.25 MILE TO A GATE ON THE RIGHT JUST
 GE1051'BEFORE REACHING A FARM HOME ON THE LEFT (CONTINUE SOUTH FOR 0.4
 GE1051'MILE TO A DRIVEWAY ON THE LEFT LEADING TO A FARM HOME AND
 GE1051'THE AZIMUTH MARK AS DESCRIBED), TURN RIGHT THROUGH THE GATE
 GE1051'(ENTERING A FIELD) AND GO NORTHWEST ABOUT 150 FEET TO A GATE
 GE1051'IN AN EAST-WEST FENCE, CONTINUE NORTHWEST ON TRACK ROAD FOR
 GE1051'0.1 MILE, LEAVE TRACK ROAD AND BEAR RIGHT TO HIGHEST PART
 GE1051'OF HILL AND THE STATION.
 GE1051'
 GE1051'ALL MARKS ARE STANDARD DISKS SET IN ROUND, CONCRETE POSTS.
 GE1051'
 GE1051'THE STATION MARKS ARE STAMPED PITMAN 1955.  THE SURFACE MARK
 GE1051'PROJECTS 4 INCHES.  IT IS 282 FEET NORTH OF THE SOUTH EDGE OF
 GE1051'A SMALL STOCK POND, 115 FEET NORTH OF THE CENTER OF THE TRACK
 GE1051'ROAD AND 54 FEET SOUTH OF THE EXTREME SOUTH EDGE OF A CULTIVATED
 GE1051'FIELD.  A WHITE WITNESS POST WAS SET 5 FEET NORTH-NORTHWEST OF
 GE1051'THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 GE1051'OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 GE1051'
 GE1051'REFERENCE MARK 1 IS STAMPED PITMAN NO 1 1955 AND THE MARK
 GE1051'PROJECTS 4 INCHES.  IT IS 56 FEET NORTHEAST OF THE CENTER OF
 GE1051'THE TRACK ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 GE1051'
 GE1051'REFERENCE MARK 2 IS STAMPED PITMAN NO 2 1955 AND THE MARK
 GE1051'PROJECTS 3 INCHES.  IT IS 60 FEET NORTHEAST OF THE CENTER
 GE1051'OF THE TRACK ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GE1051'
 GE1051'THE AZIMUTH MARK IS STAMPED PITMAN 1955 AND THE MARK PROJECTS
 GE1051'4 INCHES.  IT IS 180 FEET EAST OF THE CENTER OF THE GRAVEL
 GE1051'ROAD (RANDOLPH-CLAY COUNTY LINE), 12 FEET NORTH OF THE CENTER
 GE1051'OF THE DRIVEWAY AND 1 FOOT SOUTH OF A FENCE.  A WHITE POST
 GE1051'WAS SET 2 FEET EAST OF THE MARK.
 GE1051'
 GE1051'HEIGHT OF LIGHT-26 METERS.
 GE1051
 GE1051                          STATION RECOVERY (1969)
 GE1051
 GE1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GE1051'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GE1051'CONDITION.  HOWEVER, THE SITE OF THE MARKS IS NOW IN A DENSE STAND
 GE1051'OF SAPLINGS AND NO EFFORT WAS MADE TO CLEAR ANY LINES, AS THE
 GE1051'PROPERTY OWNER DID NOT WISH ANY CLEARING, UNLESS IT WAS ABSOLUTELY
 GE1051'NECESSARY.  DUE TO CHANGES IN ROADS IN THE AREA, THE
 GE1051'1957 RECOVERY NOTE FOR THIS STATION IS NO LONGER
 GE1051'COMPLETELY ADEQUATE.
 GE1051'
 GE1051'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GE1051'
 GE1051'THE STATION IS LOCATED ON THE TOP OF A HEAVILY WOODED HILL ABOUT
 GE1051'6 MILES NORTHEAST OF MAYNARD, 1.5 MILES SOUTHEAST OF THE SMALL
 GE1051'COMMUNITY OF PITMAN, 0.1 OF A MILE WEST OF THE RANDOLPH-CLAY
 GE1051'COUNTY LINE, AND ON THE PROPERTY OF MR. EDWARD CARMICHEL.
 GE1051'
 GE1051'TO REACH THE STATION FROM THE CROSSROADS WITH THE PITMAN CEMETERY
 GE1051'IN THE NORTHEAST ANGLE AND THE REEVES STORE IN THE SOUTHEAST ANGLE
 GE1051'AT THE SMALL COMMUNITY OF PITMAN, GO EAST, SOUTH AND EAST ON A
 GE1051'GRAVELED ROAD FOR 1.4 MILES TO A GRAVELED T CROSSROAD, HERE TURN
 GE1051'RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.2 OF A MILE TO A
 GE1051'GRAVELED T ROAD ON THE LEFT.  HERE CONTINUE SOUTHERLY ON THE
 GE1051'MAIN ROAD FOR 0.15 OF A MILE TO A WIRE GAP ON THE RIGHT NEAR THE
 GE1051'SUMMIT OF THE HILL.  PASS THROUGH THIS WIRE GAP AND GO
 GE1051'SOUTHWESTERLY ACROSS AN OPEN PASTURE FOR ABOUT 0.05 OF A MILE
 GE1051'TO THE NORTH EDGE OF WOODS AT SOUTH EDGE OF THE PASTURE AND THE
 GE1051'STATION AS DESCRIBED.
 GE1051'
 GE1051'THE STATION IS IN A DENSE THICKET OF SAPLINGS ABOUT 20 PACES SOUTH
 GE1051'OF THE NORTH EDGE OF THE WOODS AND 1.2 FEET NORTH OF A METAL
 GE1051'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GE1051'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GE1051'DISK IS STAMPED PITMAN 1955.
 GE1051'
 GE1051'REFERENCE MARK NO. 1 IS IN DENSE WOODS ON THE SOUTHEAST SLOPE OF
 GE1051'THE HILL, ABOUT 2 FEET BELOW THE STATION MARK, AND 1.0 FOOT NORTH OF
 GE1051'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GE1051'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 GE1051'THE DISK IS STAMPED PITMAN NO 1 1955.
 GE1051'
 GE1051'REFERENCE MARK NO. 2 IS IN DENSE WOODS ON THE SOUTHWEST SLOPE OF
 GE1051'THE HILL, ABOUT 1 FOOT BELOW THE STATION MARK, AND 1.0 FOOT SOUTH
 GE1051'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GE1051'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GE1051'AND THE DISK IS STAMPED PITMAN NO 2 1955.
 GE1051'
 GE1051'THE AZIMUTH MARK IS ABOUT 0.4 OF A MILE SOUTH OF THE STATION ON THE
 GE1051'PROPERTY OF THE TWIN OAKS FARM, 165 FEET EAST OF THE APPROXIMATE
 GE1051'CENTER OF A GRAVELED ROAD, 144 FEET EAST OF A 40-INCH WHITE OAK
 GE1051'TREE, 9 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY,
 GE1051'AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GE1051'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 GE1051'MONUMENT ABOUT FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 GE1051'DISK IS STAMPED PITMAN 1955.
 GE1051'
 GE1051'TO REACH THE AZIMUTH MARK FROM THE WIRE GAP ALONG THE GRAVELED
 GE1051'ROAD WHERE ENTERING THE OPEN PASTURE TO REACH THE STATION,
 GE1051'CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 0.5 OF A MILE TO A
 GE1051'DRIVEWAY ON THE LEFT, TURN LEFT ON THIS GRAVELED DRIVE AND GO
 GE1051'ABOUT 165 FEET TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GE1051'
 GE1051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 GE1051'SE. OF PITMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1816 ***********************************************************************
 FE1816  DESIGNATION -  PJH 1
 FE1816  PID         -  FE1816
 FE1816  STATE/COUNTY-  AR/MISSISSIPPI
 FE1816  USGS QUAD   -  ARMOREL (1983)
 FE1816
 FE1816                         *CURRENT SURVEY CONTROL
 FE1816  ___________________________________________________________________
 FE1816* NAD 83(1986)-  35 54 52.     (N)    089 47 09.     (W)     SCALED    
 FE1816* NAVD 88     -        78.402  (meters)     257.22   (feet)  ADJUSTED  
 FE1816  ___________________________________________________________________
 FE1816  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE1816  DYNAMIC HT  -          78.336 (meters)     257.01  (feet)  COMP
 FE1816  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 FE1816
 FE1816  VERT ORDER  -  FIRST     CLASS II
 FE1816
 FE1816.The horizontal coordinates were scaled from a topographic map and have
 FE1816.an estimated accuracy of +/- 6 seconds.
 FE1816
 FE1816.The orthometric height was determined by differential leveling
 FE1816.and adjusted by the National Geodetic Survey in June 1991..
 FE1816.WARNING-Repeat measurements at this control monument indicate possible
 FE1816.vertical movement.
 FE1816
 FE1816.The geoid height was determined by GEOID03.
 FE1816
 FE1816.The dynamic height is computed by dividing the NAVD 88
 FE1816.geopotential number by the normal gravity value computed on the
 FE1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1816.degrees latitude (g = 980.6199 gals.).
 FE1816
 FE1816.The modeled gravity was interpolated from observed gravity values.
 FE1816
 FE1816;                    North         East    Units  Estimated Accuracy
 FE1816;SPC AR N     -   177,660.      599,830.      MT  (+/- 180 meters Scaled)
 FE1816
 FE1816                          SUPERSEDED SURVEY CONTROL
 FE1816
 FE1816  NGVD 29 (??/??/??)   78.337  (m)          257.01   (f) ADJUSTED    1 2
 FE1816
 FE1816.Superseded values are not recommended for survey control.
 FE1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1816.See file dsdata.txt to determine how the superseded data were derived.
 FE1816
 FE1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE486780(NAD 83)
 FE1816_MARKER: DB = BENCH MARK DISK
 FE1816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1816_SP_SET: CULVERT
 FE1816_STAMPING: PJH 1 1943
 FE1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1816
 FE1816  HISTORY     - Date     Condition        Report By
 FE1816  HISTORY     - 1943     MONUMENTED       CGS
 FE1816  HISTORY     - 1956     GOOD             CGS
 FE1816  HISTORY     - 1972     MARK NOT FOUND   USGS
 FE1816  HISTORY     - 1976     MARK NOT FOUND   NGS
 FE1816
 FE1816                          STATION DESCRIPTION
 FE1816
 FE1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1816'1 MI E FROM ARMOREL.
 FE1816'1.05 MILES EAST ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT ARMOREL,
 FE1816'113 FEET SOUTHEAST OF SOUTHEAST CORNER OF A CHURCH BUILDING,
 FE1816'16 FEET NORTH OF CENTER LINE OF HIGHWAY, 31 FEET WEST OF THE
 FE1816'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, IN THE TOP OF WEST
 FE1816'END OF NORTH CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT UNDER
 FE1816'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 FE1816
 FE1816                          STATION RECOVERY (1972)
 FE1816
 FE1816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FE1816'MARK NOT FOUND.
 FE1816
 FE1816                          STATION RECOVERY (1976)
 FE1816
 FE1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FE1816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1815 ***********************************************************************
 FE1815  DESIGNATION -  PJH 2
 FE1815  PID         -  FE1815
 FE1815  STATE/COUNTY-  AR/MISSISSIPPI
 FE1815  USGS QUAD   -  ARMOREL (1983)
 FE1815
 FE1815                         *CURRENT SURVEY CONTROL
 FE1815  ___________________________________________________________________
 FE1815* NAD 83(1986)-  35 54 25.     (N)    089 46 20.     (W)     SCALED    
 FE1815* NAVD 88     -        78.820  (meters)     258.60   (feet)  ADJUSTED  
 FE1815  ___________________________________________________________________
 FE1815  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE1815  DYNAMIC HT  -          78.753 (meters)     258.38  (feet)  COMP
 FE1815  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 FE1815
 FE1815  VERT ORDER  -  FIRST     CLASS II
 FE1815
 FE1815.The horizontal coordinates were scaled from a topographic map and have
 FE1815.an estimated accuracy of +/- 6 seconds.
 FE1815
 FE1815.The orthometric height was determined by differential leveling
 FE1815.and adjusted by the National Geodetic Survey in June 1991..
 FE1815
 FE1815.The geoid height was determined by GEOID03.
 FE1815
 FE1815.The dynamic height is computed by dividing the NAVD 88
 FE1815.geopotential number by the normal gravity value computed on the
 FE1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1815.degrees latitude (g = 980.6199 gals.).
 FE1815
 FE1815.The modeled gravity was interpolated from observed gravity values.
 FE1815
 FE1815;                    North         East    Units  Estimated Accuracy
 FE1815;SPC AR N     -   176,860.      601,070.      MT  (+/- 180 meters Scaled)
 FE1815
 FE1815                          SUPERSEDED SURVEY CONTROL
 FE1815
 FE1815  NGVD 29 (??/??/??)   78.758  (m)          258.39   (f) ADJUSTED    1 2
 FE1815
 FE1815.Superseded values are not recommended for survey control.
 FE1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1815.See file dsdata.txt to determine how the superseded data were derived.
 FE1815
 FE1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE498771(NAD 83)
 FE1815_MARKER: DB = BENCH MARK DISK
 FE1815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1815_SP_SET: CULVERT
 FE1815_STAMPING: PJH 2 1943
 FE1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1815
 FE1815  HISTORY     - Date     Condition        Report By
 FE1815  HISTORY     - 1943     MONUMENTED       CGS
 FE1815  HISTORY     - 1956     GOOD             CGS
 FE1815  HISTORY     - 1972     MARK NOT FOUND   USGS
 FE1815  HISTORY     - 1976     MARK NOT FOUND   NGS
 FE1815
 FE1815                          STATION DESCRIPTION
 FE1815
 FE1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1815'1.8 MI E FROM ARMOREL.
 FE1815'1.85 MILES EAST ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 FE1815'ARMOREL, ABOUT 0.4 MILE WEST OF THE J.C. ELLIS STORE AT BARFIELD,
 FE1815'ABOUT 0.3 MILE WEST OF ST. PAUL BAPTIST CHURCH, ON
 FE1815'THE OUTSIDE OF A CURVE IN HIGHWAY, IN THE TOP OF EAST END OF THE
 FE1815'SOUTH CONCRETE HEAD WALL OF A FILLED IN PIPE CULVERT, 15 1/2
 FE1815'FEET SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 FE1815
 FE1815                          STATION RECOVERY (1972)
 FE1815
 FE1815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FE1815'MARK NOT FOUND.
 FE1815
 FE1815                          STATION RECOVERY (1976)
 FE1815
 FE1815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FE1815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3006 ***********************************************************************
 AE3006  CBN         -  This is a Cooperative Base Network Control Station.
 AE3006  DESIGNATION -  PJTC CAMPUS
 AE3006  PID         -  AE3006
 AE3006  STATE/COUNTY-  AR/CONWAY
 AE3006  USGS QUAD   -  MORRILTON EAST (1990)
 AE3006
 AE3006                         *CURRENT SURVEY CONTROL
 AE3006  ___________________________________________________________________
 AE3006* NAD 83(1997)-  35 10 21.54351(N)    092 43 33.41346(W)     ADJUSTED  
 AE3006* NAVD 88     -       103.6    (meters)     340.     (feet)  GPS OBS   
 AE3006  ___________________________________________________________________
 AE3006  X           -    -248,232.246 (meters)                     COMP
 AE3006  Y           -  -5,213,572.016 (meters)                     COMP
 AE3006  Z           -   3,653,583.860 (meters)                     COMP
 AE3006  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AE3006  ELLIP HEIGHT-          75.11  (meters)          (07/20/01) GPS OBS
 AE3006  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 AE3006
 AE3006  HORZ ORDER  -  B
 AE3006  ELLP ORDER  -  FOURTH    CLASS I
 AE3006
 AE3006.The horizontal coordinates were established by GPS observations
 AE3006.and adjusted by the National Geodetic Survey in September 1997..
 AE3006
 AE3006.The orthometric height was determined by GPS observations and a
 AE3006.high-resolution geoid model.
 AE3006
 AE3006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3006
 AE3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3006
 AE3006.The ellipsoidal height was determined by GPS observations
 AE3006.and is referenced to NAD 83.
 AE3006
 AE3006.The geoid height was determined by GEOID03.
 AE3006
 AE3006;                    North         East     Units Scale Factor Converg.
 AE3006;SPC AR N     -    93,358.948   333,872.159   MT  0.99996158   -0 25 20.7
 AE3006;SPC AR N     -   306,295.15  1,095,378.91   sFT  0.99996158   -0 25 20.7
 AE3006;UTM  15      - 3,892,224.053   524,955.073   MT  0.99960767   +0 09 28.3
 AE3006
 AE3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3006!SPC AR N     -   0.99998821  x   0.99996158  =   0.99994979
 AE3006!UTM  15      -   0.99998821  x   0.99960767  =   0.99959589
 AE3006
 AE3006                          SUPERSEDED SURVEY CONTROL
 AE3006
 AE3006  ELLIP H (09/19/97)   75.17   (m)                       GP(       ) 4 1
 AE3006
 AE3006.Superseded values are not recommended for survey control.
 AE3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3006.See file dsdata.txt to determine how the superseded data were derived.
 AE3006
 AE3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2495592224(NAD 83)
 AE3006_MARKER: DD = SURVEY DISK
 AE3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3006_STAMPING: PJTC CAMPUS
 AE3006_MARK LOGO: ARGLS 
 AE3006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3006+STABILITY: SURFACE MOTION
 AE3006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3006+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 AE3006
 AE3006  HISTORY     - Date     Condition        Report By
 AE3006  HISTORY     - 1997     MONUMENTED       ARGLS
 AE3006  HISTORY     - 19970819 GOOD             NGS
 AE3006  HISTORY     - 20000111 GOOD             NGS
 AE3006  HISTORY     - 20040922 GOOD             NGS
 AE3006
 AE3006                          STATION DESCRIPTION
 AE3006
 AE3006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE3006'THE STATION IS IN THE NORTHERN PART OF MORRILTON, ON THE PETIT JEAN
 AE3006'TECHNICAL COLLEGE, ON THE EAST SIDE OF THE TECHNOLOGY II BUILDING. TO
 AE3006'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 40 AND
 AE3006'STATE HIGHWAY 9 (EXIT 108) IN MORRILTON, GO SOUTH ON HIGHWAY 9 FOR
 AE3006'0.30 MI (0.48 KM) TO BRUCE STREET ON THE RIGHT.  TURN RIGHT, NORTHWEST
 AE3006'ON BRUCE STREET ALONG THE NORTH SIDE OF THE COLLEGE BUILDINGS AND
 AE3006'AROUND THE TECHNOLOGY II BUILDING FOR 0.5 MI (0.8 KM) TO THE STATION
 AE3006'ON THE RIGHT.  THE STATION IS SET IN A 12 INCH DIAMETER ROUND CONCRETE
 AE3006'MONUMENT FLUSH WITH GROUND.  LOCATED 34 FT (10.4 M) SOUTH OF THE SOUTH
 AE3006'EDGE OF AN ASPHALT PARKING AREA, 63.5 FT (19.4 M) SOUTH OF THE
 AE3006'CENTERLINE OF AN ASPHALT DRIVE, 53.5 FT (16.3 M) WEST OF THE TOP
 AE3006'OPERATING NUT OF A FIRE HYDRANT, 106.3 FT (32.4 M) SOUTHEAST OF THE
 AE3006'NORTHEAST CORNER OF THE TECHNOLOGY II BUILDING, 194.3 FT (59.2 M)
 AE3006'NORTHEAST OF THE SOUTHEAST CORNER OF THE SAME BUILDING AND 9 FT (2.7
 AE3006'M) WEST OF A DRAINAGE SWALE.
 AE3006
 AE3006                          STATION RECOVERY (2000)
 AE3006
 AE3006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 AE3006'RECOVERED AS DESCRIBED.
 AE3006
 AE3006                          STATION RECOVERY (2004)
 AE3006
 AE3006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 AE3006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1938 ***********************************************************************
 EJ1938  DESIGNATION -  PLAINVIEW
 EJ1938  PID         -  EJ1938
 EJ1938  STATE/COUNTY-  AR/YELL
 EJ1938  USGS QUAD   -  PLAINVIEW (1968)
 EJ1938
 EJ1938                         *CURRENT SURVEY CONTROL
 EJ1938  ___________________________________________________________________
 EJ1938* NAD 83(1997)-  34 59 04.25220(N)    093 20 23.84433(W)     ADJUSTED  
 EJ1938* NAVD 88     -       117.0    (meters)     384.     (feet)  VERTCON   
 EJ1938  ___________________________________________________________________
 EJ1938  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 EJ1938  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 EJ1938
 EJ1938  HORZ ORDER  -  THIRD
 EJ1938
 EJ1938.The horizontal coordinates were established by classical geodetic methods
 EJ1938.and adjusted by the National Geodetic Survey in September 1999..
 EJ1938
 EJ1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1938
 EJ1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1938
 EJ1938.The geoid height was determined by GEOID03.
 EJ1938
 EJ1938;                    North         East     Units Scale Factor Converg.
 EJ1938;SPC AR N     -    73,075.912   277,659.719   MT  0.99999033   -0 46 47.0
 EJ1938;SPC AR N     -   239,749.89    910,955.26   sFT  0.99999033   -0 46 47.0
 EJ1938;UTM  15      - 3,871,378.561   468,972.477   MT  0.99961186   -0 11 41.7
 EJ1938
 EJ1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1938!SPC AR N     -   0.99998624  x   0.99999033  =   0.99997657
 EJ1938!UTM  15      -   0.99998624  x   0.99961186  =   0.99959810
 EJ1938
 EJ1938:                Primary Azimuth Mark                     Grid Az
 EJ1938:SPC AR N     -  PLAINVIEW AZ MK                          089 41 14.8
 EJ1938:UTM  15      -  PLAINVIEW AZ MK                          089 06 09.5
 EJ1938
 EJ1938|---------------------------------------------------------------------|
 EJ1938| PID    Reference Object                     Distance      Geod. Az  |
 EJ1938|                                                           dddmmss.s |
 EJ1938| CX6069 PLAINVIEW AZ MK                                    0885427.8 |
 EJ1938| CX6070 PLAINVIEW RM 1                        9.415 METERS 10442     |
 EJ1938| CX6071 PLAINVIEW RM 2                       11.848 METERS 22556     |
 EJ1938|---------------------------------------------------------------------|
 EJ1938
 EJ1938                          SUPERSEDED SURVEY CONTROL
 EJ1938
 EJ1938  NAD 83(1997)-  34 59 04.26436(N)    093 20 23.83914(W) AD(       ) 3
 EJ1938  NAD 83(1986)-  34 59 04.26392(N)    093 20 23.83834(W) AD(       ) 3
 EJ1938  NAD 27      -  34 59 03.93810(N)    093 20 23.17420(W) AD(       ) 3
 EJ1938  NGVD 29 (07/19/86)  117.0    (m)          384.     (f) VERT ANG       
 EJ1938
 EJ1938.Superseded values are not recommended for survey control.
 EJ1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1938.See file dsdata.txt to determine how the superseded data were derived.
 EJ1938
 EJ1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6897271379(NAD 83)
 EJ1938_MARKER: DS = TRIANGULATION STATION DISK
 EJ1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1938
 EJ1938  HISTORY     - Date     Condition        Report By
 EJ1938  HISTORY     - 1956     MONUMENTED       CGS
 EJ1938  HISTORY     - 1972     GOOD             NGS
 EJ1938
 EJ1938                          STATION DESCRIPTION
 EJ1938
 EJ1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1938'THE STATION IS LOCATED 2.7 MILES WEST (ALONG STATE HIGHWAY 28) OF
 EJ1938'THE JUNCTION OF STATE HIGHWAYS 28 AND 7 IN PLAINVIEW.
 EJ1938'
 EJ1938'THE STATION MARK, A STANDARD DISK STAMPED PLAINVIEW 1956,
 EJ1938'IS SET IN A SQUARE CONCRETE BLOCK THAT PROJECTS ABOUT 2 INCHES
 EJ1938'ABOVE THE GROUND.  IT IS ABOUT 35 FEET WEST OF A TRIANGLE
 EJ1938'BLAZED TREE, 33 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 EJ1938'OF STATE HIGHWAY 28, AND 30 FEET NORTH OF AN EAST-WEST FENCE
 EJ1938'LINE.
 EJ1938'
 EJ1938'REFERENCE MARK 1, A STANDARD DISK STAMPED PLAINVIEW NO 1
 EJ1938'1956, IS SET IN A CONCRETE CYLINDER THAT PROJECTS 6 INCHES ABOVE
 EJ1938'THE GROUND, AND IS ABOUT 18 INCHES LOWER THAN THE STATION
 EJ1938'MARK.  IT IS ABOUT 45 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 EJ1938'OF STATE HIGHWAY 28, 18 FEET NORTH OF AN EAST-WEST FENCE LINE,
 EJ1938'AND 4 FEET WEST OF A TRIANGLE BLAZED TREE.
 EJ1938'
 EJ1938'REFERENCE MARK 2, A STANDARD DISK STAMPED PLAINVIEW NO 2
 EJ1938'1956, IS SET IN A CONCRETE CYLINDER THAT PROJECTS 4 INCHES
 EJ1938'ABOVE THE GROUND, AND IS ABOUT 24 INCHES LOWER THAN THE STATION
 EJ1938'MARK.  IT IS ABOUT 60 FEET SOUTH OF THE APPROXIMATE
 EJ1938'CENTERLINE OF STATE HIGHWAY 28, 4 FEET NORTHEAST OF A FENCE
 EJ1938'CORNER, AND 30 INCHES NORTH OF AN EAST-WEST FENCE LINE.
 EJ1938'
 EJ1938'THE AZIMUTH MARK, A STANDARD DISK STAMPED PLAINVIEW 1956,
 EJ1938'IS SET IN A DRILL HOLE IN A CONCRETE BRIDGE ABUTMENT THAT
 EJ1938'PROJECTS ABOUT 6 INCHES ABOVE THE PAVEMENT.  IT IS 12 FEET
 EJ1938'NORTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 28,
 EJ1938'AND IS IN THE NORTHWEST CORNER OF THE BRIDGE.  THE AZIMUTH MARK
 EJ1938'IS 0.5 MILE EAST, ALONG STATE HIGHWAY 28, OF THE STATION.
 EJ1938
 EJ1938                          STATION RECOVERY (1972)
 EJ1938
 EJ1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1938'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 EJ1938'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION
 EJ1938'TO REFERENCE MARK 1 COMPARED GOOD WITH THE 1956 DATA, BUT
 EJ1938'THE DISTANCE WAS FOUND TO BE .11 FOOT SHORTER THIS DATE.  THE
 EJ1938'DISTANCE TO REFERENCE MARK 2 COMPARED GOOD WITH THE 1956 DATA,
 EJ1938'BUT THE DIRECTION WAS FOUND TO BE 6 MINUTES 20 SECONDS GREATER
 EJ1938'USING THE AZIMUTH MARK AS AN INITIAL POINT.  ALL MARKS DO
 EJ1938'NOT SHOW ANY SIGNS OF BEING DISTURBED BY ROAD EQUIPMENT.
 EJ1938'FOLLOWING IS A NEW DESCRIPTION FOR A ROUTE TO REACH THE
 EJ1938'STATION AND NEW NOTES FOR THE STATION MARK AND THE REFERENCE
 EJ1938'MARKS.
 EJ1938'
 EJ1938'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVIEW,
 EJ1938'GO WEST ON STATE HIGHWAY 28 FOR 2.0 MILES TO A BRIDGE AND
 EJ1938'THE AZIMUTH MARK IN THE NORTHWEST CORNER OF THE BRIDGE.
 EJ1938'CONTINUE WEST ON HIGHWAY 28 FOR 0.5 MILE TO THE STATION ON
 EJ1938'THE LEFT.
 EJ1938'
 EJ1938'THE STATION MARK IS 39 FEET SOUTH OF THE CENTER LINE OF
 EJ1938'HIGHWAY 28, 34.5 FEET WEST-NORTHWEST OF A 20-INCH PINE TREE,
 EJ1938'30 FEET NORTH OF A FENCE AND 3 FEET NORTHEAST OF A METAL
 EJ1938'WITNESS POST.
 EJ1938'
 EJ1938'REFERENCE MARK 1 IS 48 FEET SOUTH OF THE CENTER LINE OF
 EJ1938'HIGHWAY 28, 22 FEET NORTH OF THE FENCE AND 4 FEET WEST
 EJ1938'OF THE 20-INCH PINE TREE.
 EJ1938'
 EJ1938'REFERENCE MARK 2 IS 67 FEET SOUTH OF THE CENTER LINE OF
 EJ1938'HIGHWAY 28, 53.5 FEET SOUTHWEST OF THE METAL WITNESS POST
 EJ1938'AND 2.5 FEET NORTH OF THE FENCE.
 EJ1938'
 EJ1938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2
 EJ1938'MILES WEST OF PLAINVIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0076 ***********************************************************************
 EJ0076  DESIGNATION -  PLANT
 EJ0076  PID         -  EJ0076
 EJ0076  STATE/COUNTY-  AR/PULASKI
 EJ0076  USGS QUAD   -  MC ALMONT (1986)
 EJ0076
 EJ0076                         *CURRENT SURVEY CONTROL
 EJ0076  ___________________________________________________________________
 EJ0076* NAD 83(1997)-  34 46 21.59251(N)    092 11 15.70980(W)     ADJUSTED  
 EJ0076* NAVD 88     -        76.647  (meters)     251.47   (feet)  ADJUSTED  
 EJ0076  ___________________________________________________________________
 EJ0076  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 EJ0076  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0076  DYNAMIC HT  -          76.576 (meters)     251.23  (feet)  COMP
 EJ0076  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EJ0076
 EJ0076  HORZ ORDER  -  FIRST
 EJ0076  VERT ORDER  -  FIRST     CLASS II
 EJ0076
 EJ0076.The horizontal coordinates were established by classical geodetic methods
 EJ0076.and adjusted by the National Geodetic Survey in September 1999..
 EJ0076
 EJ0076.The orthometric height was determined by differential leveling
 EJ0076.and adjusted by the National Geodetic Survey in June 1991..
 EJ0076
 EJ0076.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0076
 EJ0076.The geoid height was determined by GEOID03.
 EJ0076
 EJ0076.The dynamic height is computed by dividing the NAVD 88
 EJ0076.geopotential number by the normal gravity value computed on the
 EJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0076.degrees latitude (g = 980.6199 gals.).
 EJ0076
 EJ0076.The modeled gravity was interpolated from observed gravity values.
 EJ0076
 EJ0076;                    North         East     Units Scale Factor Converg.
 EJ0076;SPC AR S     -   633,605.026   382,818.201   MT  1.00000134   -0 06 18.2
 EJ0076;SPC AR S     - 2,078,752.49  1,255,962.71   sFT  1.00000134   -0 06 18.2
 EJ0076;UTM  15      - 3,848,133.416   574,329.278   MT  0.99966809   +0 27 47.9
 EJ0076
 EJ0076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0076!SPC AR S     -   0.99999216  x   1.00000134  =   0.99999350
 EJ0076!UTM  15      -   0.99999216  x   0.99966809  =   0.99966025
 EJ0076
 EJ0076:                Primary Azimuth Mark                     Grid Az
 EJ0076:SPC AR S     -  GALLOWAY                                 081 52 01.5
 EJ0076:UTM  15      -  GALLOWAY                                 081 17 55.4
 EJ0076
 EJ0076|---------------------------------------------------------------------|
 EJ0076| PID    Reference Object                     Distance      Geod. Az  |
 EJ0076|                                                           dddmmss.s |
 EJ0076| EJ0084 GALLOWAY                            APPROX. 4.8 KM 0814543.3 |
 EJ0076| EJ0077 PLANT RM DRILL HOLE                  21.697 METERS 22606     |
 EJ0076|---------------------------------------------------------------------|
 EJ0076
 EJ0076                          SUPERSEDED SURVEY CONTROL
 EJ0076
 EJ0076  NAD 83(1986)-  34 46 21.60188(N)    092 11 15.69903(W) AD(       ) 1
 EJ0076  NAD 27      -  34 46 21.27300(N)    092 11 15.17100(W) AD(       ) 1
 EJ0076  NGVD 29 (??/??/92)   76.687  (m)          251.60   (f) ADJ UNCH    1 2
 EJ0076
 EJ0076.Superseded values are not recommended for survey control.
 EJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0076.See file dsdata.txt to determine how the superseded data were derived.
 EJ0076
 EJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7432948133(NAD 83)
 EJ0076_MARKER: DS = TRIANGULATION STATION DISK
 EJ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0076_STAMPING: PLANT 1916 1920
 EJ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0076+STABILITY: SURFACE MOTION
 EJ0076
 EJ0076  HISTORY     - Date     Condition        Report By
 EJ0076  HISTORY     - 1916     MONUMENTED       CGS
 EJ0076  HISTORY     - 1935     GOOD             CGS
 EJ0076  HISTORY     - 1940     GOOD             CGS
 EJ0076  HISTORY     - 1955     GOOD             CGS
 EJ0076  HISTORY     - 1956     GOOD             CGS
 EJ0076  HISTORY     - 1962     GOOD             CGS
 EJ0076  HISTORY     - 1967     GOOD             CGS
 EJ0076  HISTORY     - 1967     GOOD             NGS
 EJ0076  HISTORY     - 1978     GOOD             NGS
 EJ0076  HISTORY     - 1989     GOOD             USPSQD
 EJ0076  HISTORY     - 1990     GOOD             USPSQD
 EJ0076
 EJ0076                          STATION DESCRIPTION
 EJ0076
 EJ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EJ0076'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0076'RAILWAY AT FIRST CURVE ABOUT 1.6 MILES E OF RAILWAY STATION TIE
 EJ0076'PLANT, AT INTERSECTION OF TANGENTS TO CURVE OF S RAIL OF MAIN
 EJ0076'TRACK, AND 13.64 METERS (44.8 FEET) N OF N RAIL.  SURFACE AND
 EJ0076'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, AS
 EJ0076'DESCRIBED.  DRILL HOLE IN COPING AT N END
 EJ0076'OF CONCRETE CULVERT WHICH PASSES UNDER TRACKS SW OF STATION IS
 EJ0076'21.697 METERS (71.18 FEET) FROM STATION, S 46 DEG 06 MIN W.
 EJ0076'IN 1920 MARK WAS STAMPED WITH NAME AND DATES 1916-1920.
 EJ0076'ELEVATION OF STATION IS 76.705 METERS (251.656 FEET).
 EJ0076'ELEVATION OF DRILL HOLE IS 76.976 METERS (252.545 FEET).
 EJ0076
 EJ0076                          STATION RECOVERY (1935)
 EJ0076
 EJ0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EJ0076'STATION RECOVERED, AS DESCRIBED, IN GOOD CONDITION.  IT IS
 EJ0076'ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT
 EJ0076'FIRST CURVE 1.6 MILES E OF RAILROAD STATION.  TIE PLANT, AT
 EJ0076'INTERSECTION OF TANGENTS TO CURVE OF S RAIL OF MAIN TRACK AND
 EJ0076'13.64 METERS (44.8 FEET) N OF N RAIL, 2 FEET S OF N FENCE LINE,
 EJ0076'25 FEET NE OF THE THIRTY-SECOND TELEPHONE POLE W OF MILEPOST
 EJ0076'NO.127.
 EJ0076'
 EJ0076'REFERENCE MARK NO.1 1916 IS A DRILL HOLE IN COPING AT N END OF
 EJ0076'CONCRETE CULVERT, WHICH PASSES UNDER TRACKS SW OF STATION.
 EJ0076'RECOVERED IN GOOD CONDITION.  DISTANCE FROM STATION IS 21.71
 EJ0076'METERS (71.18 FEET), S 46 DEG 06 MIN W.
 EJ0076'
 EJ0076'REFERENCE MARK NO.2 1935 IS A STANDARD BRONZE DISK SET IN A
 EJ0076'CONCRETE MONUMENT 14 BY 14 BY 30 INCHES 3 FEET S OF N FENCE LINE,
 EJ0076'42.73 FEET W OF THIRTY-SECOND TELEPHONE POLE W OF MILEPOST NO.
 EJ0076'127.  DISTANCE FROM STATION IS 19.565 METERS (64.18 FEET),
 EJ0076'S 72 DEG 48 MIN W.  DISTANCE FROM REFERENCE MARK NO.2
 EJ0076'TO REFERENCE MARK NO.1 IS 9.755 METERS (32.00 FEET),
 EJ0076'S 18 DEG 15 MIN E.  THIS IS A TRAVERSE STATION.  REFERENCE MARK
 EJ0076'NO.2 STAMPED PLANT 1916 - 1920.
 EJ0076
 EJ0076                          STATION RECOVERY (1940)
 EJ0076
 EJ0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ0076'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 EJ0076'STATION IS LOCATED ABOUT 5 MILES ENE OF DOWNTOWN LITTLE ROCK,
 EJ0076'ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY,
 EJ0076'AT FIRST CURVE ABOUT 1.6 MILES E OF RAILWAY STATION TIE PLANT,
 EJ0076'AT INTERSECTION OF TANGENTS TO CURVE OF S RAIL OF MAIN TRACK,
 EJ0076'AND 13.64 METERS (44.8 FEET) N OF N RAIL, 1.5 FEET SE OF NW
 EJ0076'RIGHT-OF-WAY FENCE, ABOUT 70 FEET NE OF SMALL CULVERT.
 EJ0076'
 EJ0076'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 EJ0076'IN CONCRETE AS DESCRIBED.  MARK IS STAMPED
 EJ0076'WITH NAME AND DATES 1916-1920.
 EJ0076'
 EJ0076'REFERENCE MARK IS A DRILL HOLE IN THE COPING AT N END OF CULVERT.
 EJ0076'
 EJ0076'STATION NOT VISITED BY OBSERVING PARTY.
 EJ0076'
 EJ0076'THIS IS A TRAVERSE STATION.
 EJ0076
 EJ0076                          STATION RECOVERY (1955)
 EJ0076
 EJ0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 EJ0076'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.
 EJ0076
 EJ0076                          STATION RECOVERY (1956)
 EJ0076
 EJ0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 EJ0076'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 EJ0076'DESCRIPTION IS ADEQUATE.
 EJ0076
 EJ0076                          STATION RECOVERY (1962)
 EJ0076
 EJ0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 EJ0076'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 EJ0076'DESCRIBED.
 EJ0076
 EJ0076                          STATION RECOVERY (1967)
 EJ0076
 EJ0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ0076'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EJ0076'CONDITION.  IT IS LOCATED ON THE RIGHT-OF-WAY OF THE CHICAGO, ROCK
 EJ0076'ISLAND AND PACIFIC RAILROAD, 4.0 MILES EAST ALONG THE RAILROAD FROM
 EJ0076'THE STATION IN NORTH LITTLE ROCK, AT THE FIRST CURVE 1.6 MILES
 EJ0076'EAST OF TIE PLANT.
 EJ0076'
 EJ0076'STATION MARK IS A STANDARD DISK, STAMPED PLANT 1916 1920, SET IN THE
 EJ0076'TOP OF A 12 INCH SQUARE CONCRETE POST 4 INCHES BELOW THE GROUND
 EJ0076'SURFACE.  IT IS 10 RAILS EAST OF MILEPOST 128, 70 FEET NORTHEAST OF
 EJ0076'THE NORTHEAST CORNER OF A 6-1/2 FOOT CONCRETE CULVERT, 45 FEET
 EJ0076'NORTH OF THE NORTH OF THE NORTH RAIL AND 1 FOOT EAST OF METAL
 EJ0076'WITNESS POST.
 EJ0076'
 EJ0076'REFERENCE MARK 1 IS A DRILL HOLE IN THE TOP OF THE NORTH HEADWALL
 EJ0076'OF A CONCRETE CULVERT.  IT IS 11 FEET NORTH OF THE NORTH RAIL, 32
 EJ0076'FEET SOUTH OF REFERENCE MARK 2 AND 71.2 FEET SOUTHWEST OF THE STATION
 EJ0076'MARK.
 EJ0076'
 EJ0076'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RM 2 PLANT 1916 1920,
 EJ0076'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 4 INCHES BELOW THE
 EJ0076'GROUND SURFACE.  IT IS 43 FEET WEST OF A TELEPHONE LINE POLE, 43
 EJ0076'FEET NORTH OF THE NORTH RAIL AND 1 FOOT EAST OF A METAL WITNESS
 EJ0076'POST.
 EJ0076'
 EJ0076'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES EAST
 EJ0076'OF NORTH LITTLE ROCK.
 EJ0076
 EJ0076                          STATION RECOVERY (1967)
 EJ0076
 EJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EJ0076'4.0 MI E FROM NORTH LITTLE ROCK.
 EJ0076'IT IS 4.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0076'RAILROAD, 10 RAILS EAST OF MILEPOST 128, 70 FEET NORTHEAST OF THE
 EJ0076'NORTHEAST CORNER OF THE HEADWALL OF A 6-1/2 FOOT CONCRETE CULVERT, 45
 EJ0076'FEET NORTH OF THE NORTH RAIL, 23 FEET NORTHEAST OF A TELEPHONE LINE
 EJ0076'POLE, 1 FOOT WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EJ0076'SQUARE CONCRETE POST 1 FOOT BELOW THE GROUND SURFACE.
 EJ0076
 EJ0076                          STATION RECOVERY (1978)
 EJ0076
 EJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 EJ0076'THE STATION AND REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED, ALTHOUGH
 EJ0076'THE DRILL HOLE FOR REFERENCE NO. 1 IS NO LONGER CLEARLY VISIBLE.
 EJ0076'REFERENCE MARK NO. 2 NOT SEARCHED FOR.
 EJ0076'
 EJ0076'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES ENE
 EJ0076'OF LITTLE ROCK.
 EJ0076
 EJ0076                          STATION RECOVERY (1989)
 EJ0076
 EJ0076'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0076'RECOVERED IN GOOD CONDITION.
 EJ0076
 EJ0076                          STATION RECOVERY (1990)
 EJ0076
 EJ0076'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0078 ***********************************************************************
 EJ0078  DESIGNATION -  PLANT RM 2
 EJ0078  PID         -  EJ0078
 EJ0078  STATE/COUNTY-  AR/PULASKI
 EJ0078  USGS QUAD   -  MC ALMONT (1986)
 EJ0078
 EJ0078                         *CURRENT SURVEY CONTROL
 EJ0078  ___________________________________________________________________
 EJ0078* NAD 83(1986)-  34 46 21.     (N)    092 11 16.     (W)     SCALED    
 EJ0078* NAVD 88     -        76.479  (meters)     250.91   (feet)  ADJUSTED  
 EJ0078  ___________________________________________________________________
 EJ0078  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0078  DYNAMIC HT  -          76.408 (meters)     250.68  (feet)  COMP
 EJ0078  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EJ0078
 EJ0078  VERT ORDER  -  FIRST     CLASS II
 EJ0078
 EJ0078.The horizontal coordinates were scaled from a topographic map and have
 EJ0078.an estimated accuracy of +/- 6 seconds.
 EJ0078
 EJ0078.The orthometric height was determined by differential leveling
 EJ0078.and adjusted by the National Geodetic Survey in June 1991..
 EJ0078
 EJ0078.The geoid height was determined by GEOID03.
 EJ0078
 EJ0078.The dynamic height is computed by dividing the NAVD 88
 EJ0078.geopotential number by the normal gravity value computed on the
 EJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0078.degrees latitude (g = 980.6199 gals.).
 EJ0078
 EJ0078.The modeled gravity was interpolated from observed gravity values.
 EJ0078
 EJ0078;                    North         East    Units  Estimated Accuracy
 EJ0078;SPC AR S     -   633,590.      382,810.      MT  (+/- 180 meters Scaled)
 EJ0078
 EJ0078                          SUPERSEDED SURVEY CONTROL
 EJ0078
 EJ0078  NGVD 29 (??/??/92)   76.519  (m)          251.05   (f) ADJ UNCH    1 2
 EJ0078
 EJ0078.Superseded values are not recommended for survey control.
 EJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0078.See file dsdata.txt to determine how the superseded data were derived.
 EJ0078
 EJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU743481(NAD 83)
 EJ0078_MARKER: DR = REFERENCE MARK DISK
 EJ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0078_STAMPING: RM 2 PLANT 1916 1920
 EJ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0078+STABILITY: SURFACE MOTION
 EJ0078
 EJ0078  HISTORY     - Date     Condition        Report By
 EJ0078  HISTORY     - 1935     MONUMENTED       CGS
 EJ0078  HISTORY     - 1967     GOOD             NGS
 EJ0078  HISTORY     - 1984     GOOD             NGS
 EJ0078  HISTORY     - 1989     POOR             USPSQD
 EJ0078  HISTORY     - 1990     POOR             USPSQD
 EJ0078
 EJ0078                          STATION DESCRIPTION
 EJ0078
 EJ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0078'4.0 MI E FROM NORTH LITTLE ROCK.
 EJ0078'IT IS 4.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0078'RAILROAD FROM THE STATION IN NORTH LITTLE ROCK, 64.1 FEET WEST OF
 EJ0078'TRAVERSE STATION PLANT, 43 FEET WEST OF A TELEPHONE LINE POLE, 43 FEET
 EJ0078'NORTH OF THE NORTH RAIL, 1 FOOT EAST OF A METAL WITNESS POST AND SET
 EJ0078'IN THE TOP OF A SQUARE CONCRETE POST 4 INCHES BELOW THE GROUND
 EJ0078'SURFACE.
 EJ0078
 EJ0078                          STATION RECOVERY (1984)
 EJ0078
 EJ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0078'RECOVERED IN GOOD CONDITION.
 EJ0078
 EJ0078                          STATION RECOVERY (1989)
 EJ0078
 EJ0078'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0078'MARK RECOVERED IN POOR CONDITION.
 EJ0078
 EJ0078                          STATION RECOVERY (1990)
 EJ0078
 EJ0078'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0078'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0077 ***********************************************************************
 EJ0077  DESIGNATION -  PLANT RM DRILL HOLE
 EJ0077  PID         -  EJ0077
 EJ0077  STATE/COUNTY-  AR/PULASKI
 EJ0077  USGS QUAD   -  MC ALMONT (1986)
 EJ0077
 EJ0077                         *CURRENT SURVEY CONTROL
 EJ0077  ___________________________________________________________________
 EJ0077* NAD 83(1986)-  34 46 21.     (N)    092 11 16.     (W)     SCALED    
 EJ0077* NAVD 88     -        76.910  (meters)     252.33   (feet)  ADJUSTED  
 EJ0077  ___________________________________________________________________
 EJ0077  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0077  DYNAMIC HT  -          76.839 (meters)     252.10  (feet)  COMP
 EJ0077  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EJ0077
 EJ0077  VERT ORDER  -  FIRST     CLASS II
 EJ0077
 EJ0077.The horizontal coordinates were scaled from a topographic map and have
 EJ0077.an estimated accuracy of +/- 6 seconds.
 EJ0077
 EJ0077.The orthometric height was determined by differential leveling
 EJ0077.and adjusted by the National Geodetic Survey in June 1991..
 EJ0077
 EJ0077.The geoid height was determined by GEOID03.
 EJ0077
 EJ0077.The dynamic height is computed by dividing the NAVD 88
 EJ0077.geopotential number by the normal gravity value computed on the
 EJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0077.degrees latitude (g = 980.6199 gals.).
 EJ0077
 EJ0077.The modeled gravity was interpolated from observed gravity values.
 EJ0077
 EJ0077;                    North         East    Units  Estimated Accuracy
 EJ0077;SPC AR S     -   633,590.      382,810.      MT  (+/- 180 meters Scaled)
 EJ0077
 EJ0077                          SUPERSEDED SURVEY CONTROL
 EJ0077
 EJ0077  NGVD 29 (??/??/92)   76.950  (m)          252.46   (f) ADJ UNCH    1 2
 EJ0077
 EJ0077.Superseded values are not recommended for survey control.
 EJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0077.See file dsdata.txt to determine how the superseded data were derived.
 EJ0077
 EJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU743481(NAD 83)
 EJ0077_MARKER: DR = REFERENCE MARK DISK
 EJ0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0077_SP_SET: CULVERT
 EJ0077_STAMPING: RM 1 PLANT 1916 1920
 EJ0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0077
 EJ0077  HISTORY     - Date     Condition        Report By
 EJ0077  HISTORY     - 1916     MONUMENTED       CGS
 EJ0077  HISTORY     - 1967     GOOD             NGS
 EJ0077  HISTORY     - 1984     GOOD             NGS
 EJ0077  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0077
 EJ0077                          STATION DESCRIPTION
 EJ0077
 EJ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0077'4.0 MI E FROM NORTH LITTLE ROCK.
 EJ0077'IT IS 4.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0077'RAILROAD FROM THE STATION IN NORTH LITTLE ROCK, 71 FEET SOUTHWEST OF
 EJ0077'TRAVERSE STATION PLANT, 32 FEET SOUTH OF REFERENCE MARK 2 PLANT, AT A
 EJ0077'CONCRETE CULVERT, IN THE TOP OF THE NORTH HEADWALL AND 11 FEET NORTH
 EJ0077'OF THE NORTH RAIL.  A DRILL HOLE.
 EJ0077
 EJ0077                          STATION RECOVERY (1984)
 EJ0077
 EJ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0077'RECOVERED IN GOOD CONDITION.
 EJ0077
 EJ0077                          STATION RECOVERY (1990)
 EJ0077
 EJ0077'RECOVERY NOTE BY US POWER SQUADRON 1990 (BLD)
 EJ0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2898 ***********************************************************************
 EH2898  DESIGNATION -  PLEASANT
 EH2898  PID         -  EH2898
 EH2898  STATE/COUNTY-  AR/LEE
 EH2898  USGS QUAD   -  GARRETT GROVE (1971)
 EH2898
 EH2898                         *CURRENT SURVEY CONTROL
 EH2898  ___________________________________________________________________
 EH2898* NAD 83(1997)-  34 49 44.41065(N)    091 06 01.48363(W)     ADJUSTED  
 EH2898* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 EH2898  ___________________________________________________________________
 EH2898  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 EH2898  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2898
 EH2898  HORZ ORDER  -  FIRST
 EH2898
 EH2898.The horizontal coordinates were established by classical geodetic methods
 EH2898.and adjusted by the National Geodetic Survey in September 1999..
 EH2898
 EH2898.The orthometric height was scaled from a topographic map.
 EH2898
 EH2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2898
 EH2898.The geoid height was determined by GEOID03.
 EH2898
 EH2898;                    North         East     Units Scale Factor Converg.
 EH2898;SPC AR S     -   640,200.907   482,292.339   MT  1.00001450   +0 30 12.6
 EH2898;SPC AR S     - 2,100,392.48  1,582,320.78   sFT  1.00001450   +0 30 12.6
 EH2898;SPC AR N     -    55,367.011   482,292.883   MT  1.00002215   +0 31 24.5
 EH2898;SPC AR N     -   181,649.94  1,582,322.57   sFT  1.00002215   +0 31 24.5
 EH2898;UTM  15      - 3,855,725.403   673,711.525   MT  0.99997193   +1 05 06.7
 EH2898
 EH2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2898!SPC AR S     -   0.99999511  x   1.00001450  =   1.00000961
 EH2898!SPC AR N     -   0.99999511  x   1.00002215  =   1.00001726
 EH2898!UTM  15      -   0.99999511  x   0.99997193  =   0.99996704
 EH2898
 EH2898|---------------------------------------------------------------------|
 EH2898| PID    Reference Object                     Distance      Geod. Az  |
 EH2898|                                                           dddmmss.s |
 EH2898| CY7123 PLEASANT RM 1                        34.723 METERS 16124     |
 EH2898| CY7122 PLEASANT AZ MK                                     1804458.4 |
 EH2898| CY7124 PLEASANT RM 2                        36.100 METERS 22430     |
 EH2898| CY7125 PLEASANT RM 3                        43.946 METERS 23348     |
 EH2898| EH2901 BRINKLEY RADIO STATION KBJ 60 MAST  APPROX. 8.1 KM 2602212.5 |
 EH2898| EH2907 BRINKLEY MUNICIPAL TANK             APPROX.10.5 KM 3071309.5 |
 EH2898| EH2906 BRINKLEY SOUTHERN COMP CO TANK      APPROX.11.0 KM 3113350.6 |
 EH2898| EH2904 BRINKLEY NEW MUNICIPAL TANK         APPROX.10.8 KM 3121707.9 |
 EH2898|---------------------------------------------------------------------|
 EH2898
 EH2898                          SUPERSEDED SURVEY CONTROL
 EH2898
 EH2898  NAD 83(1997)-  34 49 44.41796(N)    091 06 01.48077(W) AD(       ) 1
 EH2898  NAD 83(1986)-  34 49 44.41823(N)    091 06 01.48084(W) AD(       ) 1
 EH2898  NAD 27      -  34 49 44.07385(N)    091 06 01.04116(W) AD(       ) 1
 EH2898
 EH2898.Superseded values are not recommended for survey control.
 EH2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2898.See file dsdata.txt to determine how the superseded data were derived.
 EH2898
 EH2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7371255725(NAD 83)
 EH2898_MARKER: DS = TRIANGULATION STATION DISK
 EH2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2898
 EH2898  HISTORY     - Date     Condition        Report By
 EH2898  HISTORY     - 1965     MONUMENTED       CGS
 EH2898  HISTORY     - 1970     GOOD             USAF
 EH2898  HISTORY     - 1973     GOOD             NGS
 EH2898
 EH2898                          STATION DESCRIPTION
 EH2898
 EH2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2898'STATION IS ABOUT 6 MILES SOUTHEAST OF BRINKLEY, 6-1/2 MILES
 EH2898'NORTH OF MONROE, 0.1 MILE SOUTH OF THE ST. FRANCIS-LEE COUNTY
 EH2898'LINE AND ON THE PROPERTY OF MR. J.H. CAROLL.
 EH2898'
 EH2898'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 EH2898'STATE HIGHWAY 17 AND 39 IN BRINKLEY, GO EAST ON U.S. HIGHWAY 70
 EH2898'FOR 0.35 MILE TO THE JUNCTION WITH STATE HIGHWAY 238.  TURN
 EH2898'RIGHT AND GO SOUTH ON HIGHWAY 238 FOR 1.35 MILES TO WHERE
 EH2898'THE HIGHWAY TURNS EAST.  TURN LEFT AND CONTINUE EAST ON HIGHWAY
 EH2898'238 FOR 3.0 MILES TO WHERE THE HIGHWAY TURNS RIGHT, SOUTH.
 EH2898'CONTINUE SOUTH ON A PAVED AND GRAVELED ROAD FOR 2.0 MILES TO
 EH2898'WHERE THE ROAD CURVES LEFT, EAST.  CONTINUE EAST ON THE
 EH2898'GRAVELED ROAD FOR 0.8 MILE TO THE PLEASANT VALLEY BAPTIST
 EH2898'CHURCH ON THE RIGHT AND WHERE THE ROAD CURVES RIGHT,
 EH2898'SOUTH.  CONTINUE SOUTH AND EAST ON THE GRAVELED ROAD FOR 1.7
 EH2898'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHEAST AND
 EH2898'EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE
 EH2898'LEFT.
 EH2898'
 EH2898'STATION MARKS ARE STANDARD DISKS STAMPED PLEASANT 1965.  THE
 EH2898'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2898'WITH THE SURFACE OF THE GROUND.  IT IS 14 FEET SOUTH OF A WIRE
 EH2898'FENCE, 16 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, 17 FEET
 EH2898'WEST OF A WIRE FENCE, 36 FEET NORTH OF A 40 INCH OAK TREE, 57
 EH2898'FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 88 FEET
 EH2898'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE.  THE UNDERGROUND
 EH2898'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 EH2898'THE SURFACE OF THE GROUND.
 EH2898'
 EH2898'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PLEASANT NO 1 1965,
 EH2898'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 EH2898'IS 1 FOOT NORTH OF A WIRE FENCE, 32 FEET EAST OF A FENCE CORNER,
 EH2898'49 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 76
 EH2898'FEET SOUTHEAST OF THE 40 INCH OAK TREE.
 EH2898'
 EH2898'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PLEASANT NO 2 1965,
 EH2898'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH2898'IT IS 1.4 FEET NORTHEAST OF A POWER POLE AND 24 FEET WEST OF THE
 EH2898'CENTER OF THE GRAVELED ROAD.
 EH2898'
 EH2898'AZIMUTH MARK, A STANDARD DISK STAMPED PLEASANT 1965, IS SET IN
 EH2898'A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 1 FOOT
 EH2898'EAST OF A METAL WITNESS POST, 2 FEET SOUTH OF A WIRE FENCE, 18
 EH2898'FEET NORTH OF THE CENTER OF A TRACK ROAD AND 65 FEET EAST OF THE
 EH2898'CENTER OF A GRAVELED ROAD.
 EH2898'
 EH2898'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 EH2898'GRAVELED ROAD FOR 0.4 MILE TO A TRACK ROAD LEFT AND THE MARK
 EH2898'ON THE LEFT IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 EH2898'
 EH2898'NOTE- REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION.
 EH2898'
 EH2898'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2898
 EH2898                          STATION RECOVERY (1970)
 EH2898
 EH2898'RECOVERY NOTE BY US AIR FORCE 1970
 EH2898'STATION, R.M. 1 AND AZIMUTH MARK FOUND IN GOOD CONDITION AS
 EH2898'DESCRIBED.  R.M. 2 BELIEVED DESTROYED DURING ROAD CONSTRUCTION.
 EH2898'ROUTE DESCRIPTION ADEQUATE.
 EH2898
 EH2898                          STATION RECOVERY (1973)
 EH2898
 EH2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 EH2898'THE STATION WAS VISITED 6-2-73 AND THE STATION MARK, REFERENCE
 EH2898'MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 EH2898'REFERENCE MARK NO. 2 WAS FOUND DESTROYED DUE TO ROAD CONSTRUCTION.
 EH2898'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  A NEW
 EH2898'DESCRIPTION FOLLOWS.
 EH2898'
 EH2898'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF BRINKLEY,
 EH2898'6.5 MILES NORTH OF MONROE, AND ABOUT 0.1 MILE SOUTH OF THE
 EH2898'LEE- ST FRANCIS COUNTY LINE, ON PROPERTY OWNED BY MR. J.H.
 EH2898'CARROLL, IN THE NORTHWEST CORNER OF THE FRONT YARD OF THE OLD
 EH2898'CARROLL HOUSE.  IT IS 94 FEET EAST OF THE CENTER OF STATE
 EH2898'HIGHWAY 238, 88 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 EH2898'HOUSE, 31 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL
 EH2898'OF THE HOUSE, 35 FEET NORTHEAST OF A 3-FOOT SWEET GUM TREE,
 EH2898'47 FEET SOUTHEAST OF A 2-FOOT ELM TREE, 116 FEET
 EH2898'SOUTH-SOUTHWEST OF A 4-FOOT OAK TREE, 36 FEET NORTH OF AN OLD
 EH2898'OAK STUMP, 23 FEET SOUTHWEST OF A FENCE CORNER, 110 FEET
 EH2898'NORTH OF THE CENTER OF A DRIVEWAY, AND 17 FEET WEST OF
 EH2898'A FENCE LINE AND A METAL WITNESS POST.  IT IS A
 EH2898'TRIANGULATION STATION DISK STAMPED PLEASANT 1965, FLUSH WITH
 EH2898'THE GROUND.
 EH2898'
 EH2898'REFERENCE MARK NO. 1 IS 113.92 FEETSOUTH-SOUTHEAST OF THESTATION.
 EH2898'IT IS 109 FEET EAST OF THE CENTER OF THE STATE HIGHWAY 238, 52
 EH2898'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHIMNEY OF
 EH2898'THE HOUSE, 33 FEET S SOUTH OF THE PROJECTED PLANE OF THE SOUTH
 EH2898'WALL OF THE HOUSE, 59 FEET WEST OF A TRIPLE TRUNKED POPULAR TREE
 EH2898'5 FEET IN DIAMETER, 33 FEET EAST OF A FENCE CORNER AND 1 FOOT
 EH2898'NORTH OF A FENCE LINE.  IT IS STAMPED PLESANT NO 1 1965, FLUSH
 EH2898'WITH THE GROUND.
 EH2898'
 EH2898'REFERENCE MARK NO. 3 IS 144.18 FEET SOUTHWEST OF THE STATION.  IT
 EH2898'IS 40 FEET WEST OF THE CENTER OF STATE HIGHWAY 238, 2 FEET
 EH2898'NORTH OF A POWER POLE WITH A TRANSFORMER, 17 FEET SOUTH OF THE
 EH2898'CENTER OF A DRIVEWAY TO A FIELD, 23 FEET SOUTH OF THE PROJECTED
 EH2898'PLANE OF THE SOUTH WALL OF THE OLD CARROLL HOUSE EAST OF THE
 EH2898'HIGHWAY, 11 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A METAL
 EH2898'CULVERT AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS
 EH2898'STAMPED PLESANT NO 3 1973, PROJECTING 4 INCHES.
 EH2898'
 EH2898'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 65 FEET EAST
 EH2898'OF THE CENTER OF THE HIGHWAY, 17 FEET NORTH OF THE CENTER OF A
 EH2898'TRACK ROAD, 17 FEET EAST-SOUTHEAST OF A FENCE CORNER, 3 FEET
 EH2898'SOUTH OF A FENCE LINE, 27 FEET EAST OF THE NORTH END OF A
 EH2898'METAL CULVERT, 2 FEET EAST OF A METAL WITNESS POST.  IT IS
 EH2898'STAMPED PLEASANT 1965.
 EH2898'
 EH2898'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND
 EH2898'39 AND U.S. HIGHWAY 70 IN BRINKLEY, GO EAST ON U.S. HIGHWAY 70
 EH2898'FOR 0.35 MILE TO THE JUNCTION WITH STATE HIGHWAY 238, TURN RIGHT
 EH2898'AND GO SOUTH ON STATE HIGHWAY 238 FOR 1.35 MILES TO WHERE IT
 EH2898'TURNS LEFT, TURN LEFT AND FOLLOW STATE HIGHWAY 238 FOR 6.65 MILES
 EH2898'TO THE STATION ON THE LEFT, AT THE SOUTH END OF A LONG CURVE.
 EH2898'
 EH2898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.0 MILES SE OF
 EH2898'BRINKLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1961 ***********************************************************************
 EJ1961  DESIGNATION -  PLEASANT
 EJ1961  PID         -  EJ1961
 EJ1961  STATE/COUNTY-  AR/HOT SPRING
 EJ1961  USGS QUAD   -  BISMARCK (1976)
 EJ1961
 EJ1961                         *CURRENT SURVEY CONTROL
 EJ1961  ___________________________________________________________________
 EJ1961* NAD 83(1997)-  34 21 09.60556(N)    093 09 26.24782(W)     ADJUSTED  
 EJ1961* NAVD 88     -       390.1    (meters)    1280.     (feet)  VERTCON   
 EJ1961  ___________________________________________________________________
 EJ1961  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 EJ1961  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ1961
 EJ1961  HORZ ORDER  -  FIRST
 EJ1961
 EJ1961.The horizontal coordinates were established by classical geodetic methods
 EJ1961.and adjusted by the National Geodetic Survey in September 1999..
 EJ1961
 EJ1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1961
 EJ1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1961
 EJ1961.The geoid height was determined by GEOID03.
 EJ1961
 EJ1961;                    North         East     Units Scale Factor Converg.
 EJ1961;SPC AR S     -   587,601.491   293,537.092   MT  0.99993384   -0 38 51.8
 EJ1961;SPC AR S     - 1,927,822.56    963,046.28   sFT  0.99993384   -0 38 51.8
 EJ1961;UTM  15      - 3,801,271.458   485,534.808   MT  0.99960258   -0 05 19.5
 EJ1961
 EJ1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1961!SPC AR S     -   0.99994303  x   0.99993384  =   0.99987687
 EJ1961!UTM  15      -   0.99994303  x   0.99960258  =   0.99954563
 EJ1961
 EJ1961:                Primary Azimuth Mark                     Grid Az
 EJ1961:SPC AR S     -  HOT SPRINGS OBSERVATION TOWER            029 52 13.4
 EJ1961:UTM  15      -  HOT SPRINGS OBSERVATION TOWER            029 18 41.1
 EJ1961
 EJ1961|---------------------------------------------------------------------|
 EJ1961| PID    Reference Object                     Distance      Geod. Az  |
 EJ1961|                                                           dddmmss.s |
 EJ1961| EJ1920 HOT SPRINGS OBSERVATION TOWER       APPROX.20.9 KM 0291321.6 |
 EJ1961| EJ1954 CARPENTER DAM ARK P AND L TANK      APPROX.15.7 KM 0482300.9 |
 EJ1961| EJ1983 CHALYBEATE MTN FIRE LOT 3           APPROX.18.2 KM 2031337.3 |
 EJ1961| EJ1962 ARKANSAS FORESTRY COMM LOT 5 4       10.002 METERS 25518     |
 EJ1961| CX6075 PLEASANT RM 1                         8.370 METERS 25525     |
 EJ1961| CX6076 PLEASANT RM 2                        14.463 METERS 32600     |
 EJ1961| CX6073 PLEASANT AZ MK                                     3460053.6 |
 EJ1961| CX6074 PLEASANT AZ MK RESET                               3463202.7 |
 EJ1961|---------------------------------------------------------------------|
 EJ1961
 EJ1961                          SUPERSEDED SURVEY CONTROL
 EJ1961
 EJ1961  NAD 83(1986)-  34 21 09.61583(N)    093 09 26.23992(W) AD(       ) 1
 EJ1961  NAD 27      -  34 21 09.29800(N)    093 09 25.59000(W) AD(       ) 1
 EJ1961  NGVD 29 (07/19/86)  390.1    (m)         1280.     (f) VERT ANG       
 EJ1961
 EJ1961.Superseded values are not recommended for survey control.
 EJ1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1961.See file dsdata.txt to determine how the superseded data were derived.
 EJ1961
 EJ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8553501271(NAD 83)
 EJ1961_MARKER: DS = TRIANGULATION STATION DISK
 EJ1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1961
 EJ1961  HISTORY     - Date     Condition        Report By
 EJ1961  HISTORY     - 1941     MONUMENTED       CGS
 EJ1961  HISTORY     - 1956     GOOD             CGS
 EJ1961  HISTORY     - 1957     GOOD             CGS
 EJ1961  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1961
 EJ1961                          STATION DESCRIPTION
 EJ1961
 EJ1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1961'STATION IS ON THE SUMMIT OF MOUNT PLEASANT OF JACK MOUNTAIN,
 EJ1961'A HIGH, PROMINENT, TIMBERED PEAK, (THE HIGHEST POINT IN THE
 EJ1961'VICINITY), 2-1/2 MILES N BY E OF BISMARK, 12 MILES SSW OF HOT
 EJ1961'SPRINGS, 1-1/4 MILES E OF STATE HIGHWAY 7, IN THE SW 1/4 OF
 EJ1961'SECTION 28, T 4 S, R 20 W.
 EJ1961'
 EJ1961'STATION MARK IS 20.8 FEET E OF THE NE LEG OF LOOKOUT TOWER, 47.3
 EJ1961'FEET W OF THE NW CORNER OF THE LOOKOUTS DWELLING AND IS STAMPED
 EJ1961'PLEASANT 1940.  MARK PROJECTS 3 INCHES.
 EJ1961'
 EJ1961'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 EJ1961'SET IN CONCRETE AS DESCRIBED.
 EJ1961'
 EJ1961'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 EJ1961'IN THE CONCRETE BASE OF THE LOOKOUT TOWER STEPS, NEAR THE CENTER
 EJ1961'OF THE TOWER AT THE BASE, AND IS STAMPED PLEASANT NO. 1, 1940.
 EJ1961'THE MARK IS FLUSH WITH THE SURFACE OF THE FOUNDATION.
 EJ1961'
 EJ1961'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 EJ1961'HOLE IN OUTCROPPING BEDROCK, 36.7 FEET N OF THE NE LEG OF THE
 EJ1961'LOOKOUT TOWER AND IS STAMPED PLEASANT NO. 2, 1940.  THE MARK
 EJ1961'PROJECTS 6 INCHES.
 EJ1961'
 EJ1961'AZIMUTH MARK IS 1.5 MILES N BY W OF THE STATION, 33 FEET W OF THE
 EJ1961'CENTER LINE OF STATE HIGHWAY 7, 28 FEET SE OF THE RIGHT-OF-WAY
 EJ1961'MARKER, AT THE N END OF A CURVE IN THE HIGHWAY AND IS STAMPED
 EJ1961'PLEASANT 1940.  THE MARK PROJECTS 6 INCHES.
 EJ1961'
 EJ1961'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 EJ1961'84, IN BISMARK, GO N ON STATE HIGHWAY 7 FOR 2.95 MILES TO A GRADED
 EJ1961'ROAD LEADING RIGHT UPHILL AND SIGN LOOKOUT TOWER 1-1/2 MILES.
 EJ1961'(TO REACH THE AZIMUTH MARK, CONTINUE N ON STATE HIGHWAY 7
 EJ1961'FOR 1.2 MILES.) TURN RIGHT, E, ON THIS GRAVEL ROAD AND GO 1.4
 EJ1961'MILES UPHILL TO THE SUMMIT, LOOKOUT TOWER AND THE STATION.
 EJ1961'
 EJ1961'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 EJ1961
 EJ1961                          STATION RECOVERY (1956)
 EJ1961
 EJ1961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1961'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 EJ1961'FOUND TO BE AS DESCRIBED IN 1941.  ALL OF THE MARKS, WITH THE
 EJ1961'EXCEPTION OF THE AZIMUTH MARK, WERE FOUND TO BE IN GOOD
 EJ1961'CONDITION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN PLOWED
 EJ1961'UP, BUT THE DISK WAS RECOVERED AND RESET 0.05 MILE NORTH OF ITS
 EJ1961'ORIGINAL LOCATION.
 EJ1961'
 EJ1961'THE 1941 ROUTE TO THE STATION WAS DRIVEN AND FOUND TO BE
 EJ1961'ADEQUATE.  THE STATION CAN ALSO BE REACHED AS FOLLOWS--FROM
 EJ1961'THE JUNCTION OF U.S. HIGHWAY 270 AND STATE HIGHWAY 7 AT WEST
 EJ1961'GRAND AND CENTRAL AVENUE IN HOT SPRINGS, DRIVE SOUTH ON STATE
 EJ1961'HIGHWAY 7 FOR 14.5 MILES TO THE SUMMIT OF A GRADE.  CONTINUE
 EJ1961'SOUTH DOWN HILL ON THE HIGHWAY FOR 0.1 MILE TO THE AZIMUTH MARK
 EJ1961'ON THE LEFT.  KEEP STRAIGHT AHEAD, SOUTH, ON THE HIGHWAY FOR
 EJ1961'1.35 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND DRIVE
 EJ1961'EAST FOR 1.4 MILES TO THE END OF THE ROAD AT THE LOOKOUT
 EJ1961'TOWER AND STATION.
 EJ1961'
 EJ1961'THE AZIMUTH MARK, STAMPED PLEASANT 1940 RESET 1956, IS A STANDARD
 EJ1961'DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES
 EJ1961'SQUARE AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 EJ1961'GROUND.  IT IS AT THE WEST EDGE OF THE TIMBER, 38.6 FEET EAST OF
 EJ1961'THE CENTER OF STATE HIGHWAY 7 AND 3 FEET WEST OF A WHITE WITNESS
 EJ1961'POST WHICH IS ABOUT 4 INCHES SQUARE.
 EJ1961
 EJ1961                          STATION RECOVERY (1957)
 EJ1961
 EJ1961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1961'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 EJ1961'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 EJ1961'GOOD CONDITION.
 EJ1961'
 EJ1961'THE 1956 RECOVERY NOTE IS ADEQUATE.
 EJ1961
 EJ1961                          STATION RECOVERY (1998)
 EJ1961
 EJ1961'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2679 ***********************************************************************
 FE2679  DESIGNATION -  PLUM
 FE2679  PID         -  FE2679
 FE2679  STATE/COUNTY-  AR/MISSISSIPPI
 FE2679  USGS QUAD   -  OSCEOLA (1983)
 FE2679
 FE2679                         *CURRENT SURVEY CONTROL
 FE2679  ___________________________________________________________________
 FE2679* NAD 83(1997)-  35 40 45.53435(N)    089 57 28.90440(W)     ADJUSTED  
 FE2679* NAVD 88     -        82.3    (meters)     270.     (feet)  VERTCON   
 FE2679  ___________________________________________________________________
 FE2679  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 FE2679  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE2679
 FE2679  HORZ ORDER  -  FIRST
 FE2679
 FE2679.The horizontal coordinates were established by classical geodetic methods
 FE2679.and adjusted by the National Geodetic Survey in September 1999..
 FE2679
 FE2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2679
 FE2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2679
 FE2679.The geoid height was determined by GEOID03.
 FE2679
 FE2679;                    North         East     Units Scale Factor Converg.
 FE2679;SPC AR N     -   151,242.139   584,829.298   MT  0.99993731   +1 11 17.6
 FE2679;SPC AR N     -   496,200.25  1,918,727.46   sFT  0.99993731   +1 11 17.6
 FE2679;SPC TN       -   156,579.453   241,805.143   MT  0.99995203   -2 19 01.9
 FE2679;SPC TN       -   513,711.09    793,322.37   sFT  0.99995203   -2 19 01.9
 FE2679;UTM  16      - 3,952,413.493   232,286.383   MT  1.00048327   -1 43 34.6
 FE2679;UTM  15      - 3,952,645.783   775,312.975   MT  1.00053414   +1 46 31.2
 FE2679
 FE2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2679!SPC AR N     -   0.99999141  x   0.99993731  =   0.99992872
 FE2679!SPC TN       -   0.99999141  x   0.99995203  =   0.99994344
 FE2679!UTM  16      -   0.99999141  x   1.00048327  =   1.00047468
 FE2679!UTM  15      -   0.99999141  x   1.00053414  =   1.00052555
 FE2679
 FE2679|---------------------------------------------------------------------|
 FE2679| PID    Reference Object                     Distance      Geod. Az  |
 FE2679|                                                           dddmmss.s |
 FE2679| CG4811 PLUM RM 1                            26.175 METERS 06844     |
 FE2679| FE2680 OSCEOLA AMERICAN GREETING TANK      APPROX. 1.8 KM 2975549.0 |
 FE2679| FE2668 OSCEOLA COMPTON TANK                APPROX. 1.3 KM 3035518.0 |
 FE2679| FE2682 OSCEOLA W MUNICIPAL TANK            APPROX. 3.1 KM 3144228.4 |
 FE2679| FE2667 OSCEOLA FED COMP WHSE W TANK        APPROX. 2.2 KM 3235206.3 |
 FE2679| CG4812 PLUM RM 2                            28.985 METERS 32914     |
 FE2679| FE2684 PLUM AZ MK                          APPROX. 0.7 KM 3420750.8 |
 FE2679|---------------------------------------------------------------------|
 FE2679
 FE2679                          SUPERSEDED SURVEY CONTROL
 FE2679
 FE2679  NAD 83(1997)-  35 40 45.53467(N)    089 57 28.90420(W) AD(       ) 1
 FE2679  NAD 83(1986)-  35 40 45.54536(N)    089 57 28.90194(W) AD(       ) 1
 FE2679  NAD 27      -  35 40 45.26539(N)    089 57 28.58573(W) AD(       ) 1
 FE2679  NGVD 29 (07/19/86)   82.3    (m)          270.     (f) VERT ANG       
 FE2679
 FE2679.Superseded values are not recommended for survey control.
 FE2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2679.See file dsdata.txt to determine how the superseded data were derived.
 FE2679
 FE2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3228652413(NAD 83)
 FE2679_MARKER: DH = HORIZONTAL CONTROL DISK
 FE2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2679_STAMPING: PLUM 1979
 FE2679_MARK LOGO: NGS   
 FE2679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2679+STABILITY: SURFACE MOTION
 FE2679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2679+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 FE2679
 FE2679  HISTORY     - Date     Condition        Report By
 FE2679  HISTORY     - 1979     MONUMENTED       NGS
 FE2679  HISTORY     - 20000926 GOOD             USE
 FE2679
 FE2679                          STATION DESCRIPTION
 FE2679
 FE2679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2679'THE STATION IS LOCATED
 FE2679'ABOUT 1.6 KM (1 MI) SOUTH OF OSCEOLA AND ON TOP
 FE2679'OF THE MAIN LEVEE ON THE
 FE2679'WEST SIDE OF MISSISSIPPI RIVER.  THE LEVEE IS
 FE2679'ABOUT 0.8 KM (0.5 MI) WEST
 FE2679'OF THE RIVER.
 FE2679'PERMISSION FOR THE STATION WAS GRANTED BY CHIEF ENGINEER
 FE2679'BURRELL B. FAIR OF THE ST. FRANCIS LEVEE DISTRICT.  P.O. BOX
 FE2679'308, WEST MEMPHIS, ARKANSAS, PHONE 501/735-1062.
 FE2679'
 FE2679'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FE2679'STATE HIGHWAY 240 AT THE SOUTHWEST EDGE OF OSCEOLA, GO EAST ON
 FE2679'U.S. HIGHWAY 61 FOR 1.0 KM (0.6 MI) TO WHERE
 FE2679'U.S. HIGHWAY 61 TURNS LEFT AND
 FE2679'GOES NORTH.  CONTINUE EAST ON WEST KEISEL STREET
 FE2679'FOR 0.6 KM (0.4 MI) TO THE
 FE2679'THE JUNCTION OF CHESTNUT STREET.  TURN RIGHT AND GO SOUTH ON
 FE2679'CHESTNUT STREET FOR 0.8 KM (0.5 MI) TO A PAVED
 FE2679'SIDE ROAD ON THE LEFT.
 FE2679'TURN LEFT AND GO EASTERLY FOR 0.4 KM (0.25 MI) TO
 FE2679'TOP OF THE LEVEE
 FE2679'AND A LOCKED GATE ON THE RIGHT.  TURN RIGHT, THRU GATE, AND GO
 FE2679'0.3 KM (0.2 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 FE2679'CONTINUE AHEAD ON THE
 FE2679'LEVEE ROAD FOR 0.7 KM (0.45 MI) TO THE STATION
 FE2679'ON THE RIGHT AT CURVE IN THE
 FE2679'THE LEVEE.
 FE2679'
 FE2679'THE STATION IS A STANDARD NGS DISK
 FE2679'STAMPED---PLUM 1979---,
 FE2679'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2679'FLUSH WITH GROUND.  IT IS LOCATED
 FE2679'5.9 METERS SOUTH FROM CENTER OF LEVEE ROAD AND
 FE2679'1.6 METERS SOUTH FROM A METAL WITNESS POST.
 FE2679'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FE2679'STAMPED---PLUM 1979---, SET INTO AN IRREGULAR MASS OF CONCRETE
 FE2679'1 METER BELOW THE SURFACE.
 FE2679'
 FE2679'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FE2679'STAMPED---PLUM NO 1---,
 FE2679'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2679'FLUSH WITH GROUND.  IT IS LOCATED
 FE2679'4.9 METERS NORTH FROM CENTER OF LEVEE ROAD AND
 FE2679'0.7 METER SOUTH FROM A METAL WITNESS POST.
 FE2679'MARK IS BELOW STATION 0.5 METER.
 FE2679'
 FE2679'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FE2679'STAMPED---PLUM NO 2 1979---,
 FE2679'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2679'FLUSH WITH GROUND.  IT IS LOCATED
 FE2679'3.9 METERS NORTHWEST FROM CENTER OF LEVEE ROAD AND
 FE2679'0.5 METER SOUTH FROM A METAL WITNESS POST.
 FE2679'MARK IS BELOW STATION 0.5 METER.
 FE2679'
 FE2679'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FE2679'STAMPED---PLUM 1979---,
 FE2679'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2679'FLUSH WITH GROUND.  IT IS LOCATED
 FE2679'3.5 METERS WEST FROM CENTER OF LEVEE ROAD AND
 FE2679'0.4 METER EAST FROM A METAL WITNESS POST.
 FE2679'
 FE2679'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.8 METERS.
 FE2679
 FE2679                          STATION RECOVERY (2000)
 FE2679
 FE2679'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE2679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2684 ***********************************************************************
 FE2684  DESIGNATION -  PLUM AZ MK
 FE2684  PID         -  FE2684
 FE2684  STATE/COUNTY-  AR/MISSISSIPPI
 FE2684  USGS QUAD   -  OSCEOLA (1983)
 FE2684
 FE2684                         *CURRENT SURVEY CONTROL
 FE2684  ___________________________________________________________________
 FE2684* NAD 83(1997)-  35 41 07.49531(N)    089 57 37.58277(W)     ADJUSTED  
 FE2684* NAVD 88     -        82.2    (meters)     270.     (feet)  VERTCON   
 FE2684  ___________________________________________________________________
 FE2684  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 FE2684  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2684
 FE2684  HORZ ORDER  -  SECOND
 FE2684
 FE2684.The horizontal coordinates were established by classical geodetic methods
 FE2684.and adjusted by the National Geodetic Survey in September 1999..
 FE2684
 FE2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2684
 FE2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2684
 FE2684.The geoid height was determined by GEOID03.
 FE2684
 FE2684;                    North         East     Units Scale Factor Converg.
 FE2684;SPC AR N     -   151,914.272   584,597.110   MT  0.99993749   +1 11 12.5
 FE2684;SPC AR N     -   498,405.41  1,917,965.69   sFT  0.99993749   +1 11 12.5
 FE2684;SPC TN       -   157,264.535   241,614.483   MT  0.99995175   -2 19 07.0
 FE2684;SPC TN       -   515,958.73    792,696.85   sFT  0.99995175   -2 19 07.0
 FE2684;UTM  16      - 3,953,096.937   232,088.564   MT  1.00048458   -1 43 40.6
 FE2684;UTM  15      - 3,953,315.901   775,073.768   MT  1.00053251   +1 46 27.1
 FE2684
 FE2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2684!SPC AR N     -   0.99999143  x   0.99993749  =   0.99992892
 FE2684!SPC TN       -   0.99999143  x   0.99995175  =   0.99994318
 FE2684!UTM  16      -   0.99999143  x   1.00048458  =   1.00047601
 FE2684!UTM  15      -   0.99999143  x   1.00053251  =   1.00052394
 FE2684
 FE2684:                Primary Azimuth Mark                     Grid Az
 FE2684:SPC AR N     -  PLUM                                     160 56 33.3
 FE2684:SPC TN       -  PLUM                                     164 26 52.8
 FE2684:UTM  16      -  PLUM                                     163 51 26.4
 FE2684:UTM  15      -  PLUM                                     160 21 18.7
 FE2684
 FE2684|---------------------------------------------------------------------|
 FE2684| PID    Reference Object                     Distance      Geod. Az  |
 FE2684|                                                           dddmmss.s |
 FE2684| FE2679 PLUM                                APPROX. 0.7 KM 1620745.8 |
 FE2684| FE2668 OSCEOLA COMPTON TANK                APPROX. 0.9 KM 2732334.9 |
 FE2684|---------------------------------------------------------------------|
 FE2684
 FE2684                          SUPERSEDED SURVEY CONTROL
 FE2684
 FE2684  NAD 83(1997)-  35 41 07.49562(N)    089 57 37.58258(W) AD(       ) 2
 FE2684  NAD 83(1986)-  35 41 07.50631(N)    089 57 37.58033(W) AD(       ) 2
 FE2684  NAD 27      -  35 41 07.22681(N)    089 57 37.26381(W) AD(       ) 2
 FE2684  NGVD 29 (07/19/86)   82.2    (m)          270.     (f) VERT ANG       
 FE2684
 FE2684.Superseded values are not recommended for survey control.
 FE2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2684.See file dsdata.txt to determine how the superseded data were derived.
 FE2684
 FE2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3208953097(NAD 83)
 FE2684_MARKER: DZ = AZIMUTH MARK DISK
 FE2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2684+STABILITY: SURFACE MOTION
 FE2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2684+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 FE2684
 FE2684  HISTORY     - Date     Condition        Report By
 FE2684  HISTORY     - 1979     MONUMENTED       NGS
 FE2684  HISTORY     - 20050428 GOOD             USACE
 FE2684
 FE2684                          STATION DESCRIPTION
 FE2684
 FE2684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2684'THE STATION IS LOCATED ABOUT 1.2 KM SOUTH OF OSCEOLA
 FE2684'AND ON TOP OF THE MAIN LEVEE ON WEST SIDE OF MISSISSIPPI
 FE2684'RIVER.
 FE2684'
 FE2684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FE2684'STATE HIGHWAY 140 AT THE SOUTHWEST EDGE OF OSCEOLA, GO EAST ON U.
 FE2684'S. HIGHWAY 61 FOR 1.0 KM (0.6 MI) TO WHERE U.S. HIGHWAY 61 TURNS
 FE2684'LEFT.  CONTINUE STRAIGHT AHEAD ON WEST KEISEL STREET FOR
 FE2684'0.6 KM (0.4 MI) TO THE
 FE2684'JUNCTION OF CHESTNUT STREET.  TURN RIGHT AND GO SOUTH ON CHESTNUT
 FE2684'STREET FOR 0.8 KM (0.5 MI) TO A  GRAVELED SIDE ROAD ON THE LEFT.  TURN
 FE2684'LEFT AND GO EASTERLY FOR 0.4 KM (0.25 MI) OF LEVEE.  TURN RIGHT
 FE2684'AND PASS THRU GATE AND GO 0.3 KM (0.2 MI) TO THE STATION ON THE
 FE2684'RIGHT.  THE STATION IS ON PROPERTY OF THE ST. FRANCIS LEVEE
 FE2684'DISTRICT.  PERMISSION FOR THE STATION WAS GRANTED BY MR. BURRELL
 FE2684'B. FAIR, CHIEF ENGINEER, P.O. BOX 308, WEST MEMPHIS, ARKANSAS,
 FE2684'PHONE 501/735-1062.
 FE2684'
 FE2684'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FE2684'STAMPED---PLUM 1979---,
 FE2684'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2684'FLUSH WITH GROUND.  IT IS LOCATED
 FE2684'3.5 METERS WEST FROM CENTER OF LEVEE ROAD AND
 FE2684'0.4 METER EAST FROM METAL WITNESS POST.
 FE2684'
 FE2684'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FE2684
 FE2684                          STATION RECOVERY (2005)
 FE2684
 FE2684'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE2684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1739 ***********************************************************************
 FG1739  DESIGNATION -  PLUMERVILLE
 FG1739  PID         -  FG1739
 FG1739  STATE/COUNTY-  AR/CONWAY
 FG1739  USGS QUAD   -  MENIFEE (1991)
 FG1739
 FG1739                         *CURRENT SURVEY CONTROL
 FG1739  ___________________________________________________________________
 FG1739* NAD 83(1997)-  35 10 09.05088(N)    092 36 07.87155(W)     ADJUSTED  
 FG1739* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 FG1739  ___________________________________________________________________
 FG1739  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 FG1739  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FG1739
 FG1739  HORZ ORDER  -  SECOND
 FG1739
 FG1739.The horizontal coordinates were established by classical geodetic methods
 FG1739.and adjusted by the National Geodetic Survey in September 1999..
 FG1739
 FG1739.The orthometric height was scaled from a topographic map.
 FG1739
 FG1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1739
 FG1739.The geoid height was determined by GEOID03.
 FG1739
 FG1739;                    North         East     Units Scale Factor Converg.
 FG1739;SPC AR N     -    92,897.943   345,143.305   MT  0.99996201   -0 21 01.5
 FG1739;SPC AR N     -   304,782.67  1,132,357.66   sFT  0.99996201   -0 21 01.5
 FG1739;UTM  15      - 3,891,877.273   536,226.360   MT  0.99961617   +0 13 44.9
 FG1739
 FG1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1739!SPC AR N     -   0.99997965  x   0.99996201  =   0.99994166
 FG1739!UTM  15      -   0.99997965  x   0.99961617  =   0.99959583
 FG1739
 FG1739|---------------------------------------------------------------------|
 FG1739| PID    Reference Object                     Distance      Geod. Az  |
 FG1739|                                                           dddmmss.s |
 FG1739| CI2004 PLUMERVILLE RM 1                     26.843 METERS 08352     |
 FG1739| FG1712 PISGAH FORESTRY COMM LOT 18 5       APPROX.11.5 KM 1143952.5 |
 FG1739| CI2003 PLUMERVILLE AZ MK                                  1662426.2 |
 FG1739| CI2005 PLUMERVILLE RM 2                     23.516 METERS 23341     |
 FG1739| FG1744 MORRILTON MUNICIPAL TANK            APPROX.13.3 KM 2594618.2 |
 FG1739| FG1747 MORRILTON ARKANSAS PWR LT TANK      APPROX.13.3 KM 2594938.7 |
 FG1739|---------------------------------------------------------------------|
 FG1739
 FG1739                          SUPERSEDED SURVEY CONTROL
 FG1739
 FG1739  NAD 83(1986)-  35 10 09.06742(N)    092 36 07.86445(W) AD(       ) 2
 FG1739  NAD 27      -  35 10 08.76400(N)    092 36 07.29000(W) AD(       ) 2
 FG1739
 FG1739.Superseded values are not recommended for survey control.
 FG1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1739.See file dsdata.txt to determine how the superseded data were derived.
 FG1739
 FG1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3622691877(NAD 83)
 FG1739_MARKER: DS = TRIANGULATION STATION DISK
 FG1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1739
 FG1739  HISTORY     - Date     Condition        Report By
 FG1739  HISTORY     - 1940     MONUMENTED       CGS
 FG1739  HISTORY     - 1954     GOOD             CGS
 FG1739  HISTORY     - 1967     MARK NOT FOUND   CGS
 FG1739
 FG1739                          STATION DESCRIPTION
 FG1739
 FG1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1739'STATION IS LOCATED ABOUT 2.5 MILES, AIRLINE, NNE OF PLUMERVILLE
 FG1739'ON THE CREST OF A SPARSELY TIMBERED RIDGE.
 FG1739'
 FG1739'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FG1739'BRONZE DISKS SET IN CONCRETE.
 FG1739'
 FG1739'REFERENCE MARK NO.1 IS ENE OF THE STATION IN THE FENCE
 FG1739'ROW ON THE S SIDE OF THE WOODS ROAD.  THE MARK IS STAMPED
 FG1739'PLUMERVILLE NO.1 1940.
 FG1739'
 FG1739'REFERENCE MARK NO.2 IS SW OF THE STATION, 18 FEET E OF A
 FG1739'WIRE FENCE, AND ON THE S SLOPE OF THE HILL, ABOUT 3 FEET
 FG1739'LOWER THAN THE STATION.  IT IS STAMPED PLUMERVILLE NO.2 1940.
 FG1739'
 FG1739'THE AZIMUTH MARK IS 2.6 MILES E OF THE JUNCTION OF U.S. HIGHWAY
 FG1739'64 AND STATE ROAD 92 IN PLUMERVILLE, 39 FEET N OF THE CENTER
 FG1739'LINE OF U.S. HIGHWAY 64, 2.4 FEET N OF A STANDARD REFERENCE
 FG1739'POST, AND 83 FEET W OF THE W FACE OF A SMALL STONE HOUSE
 FG1739'ON THE OPPOSITE SIDE OF THE ROAD.  THE MARK IS STAMPED
 FG1739'PLUMERVILLE 1940.  A SMALL AMOUNT OF CLEARING WILL BE REQUIRED
 FG1739'BEFORE THE AZIMUTH MARK CAN BE SEEN FROM THE GROUND AT THE
 FG1739'STATION.  THE POINT PISGAH FIRE LOOKOUT TOWER CAN ALSO BE
 FG1739'SEEN FROM THE GROUND AFTER A SMALL AMOUNT OF CLEARING.
 FG1739'
 FG1739'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 64
 FG1739'AND STATE ROAD 92 IN THE EASTERN PART OF THE VILLAGE OF
 FG1739'PLUMERVILLE GO E ON U.S. HIGHWAY 64 FOR 2.6 MILES TO THE
 FG1739'AZIMUTH MARK ON THE LEFT, (N) SIDE OF ROAD, CONTINUE E 0.4
 FG1739'MILE TO A DIRT LANE ON THE LEFT, TURN LEFT AND FOLLOW THE
 FG1739'MAIN-TRAVELED ROAD 1.8 MILES TO THE TOP OF THE RIDGE AND
 FG1739'A BLAZED TREE WITH AN ARROW POINTING TO THE STATION.  IT
 FG1739'IS 46 FEET S OF THE CENTER LINE OF THE TRAIL, ON THE HIGHEST
 FG1739'POINT OF THE HILL, 12.7 FEET NE OF A TRIANGLE BLAZED 12-INCH
 FG1739'TREE, AND 5.4 FEET E OF AN UNPAINTED REFERENCE POST.  THE
 FG1739'MARK IS STAMPED PLUMERVILLE 1940.
 FG1739'
 FG1739'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FG1739
 FG1739                          STATION RECOVERY (1954)
 FG1739
 FG1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1739'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 FG1739'FOUND IN GOOD CONDITION.  IT WAS ASSUMED THAT THE AZIMUTH
 FG1739'MARK HAD BEEN DESTROYED DUE TO THE WIDENING OF THE HIGHWAY
 FG1739'WHERE IT HAD BEEN ESTABLISHED.  THE WITNESS POST, MARKING
 FG1739'THE STATION, HAS BEEN DESTROYED.  A COMPLETE NEW TO REACH
 FG1739'FOLLOWS-
 FG1739'
 FG1739'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 FG1739'AND STATE HIGHWAY 92 IN PLUMERVILLE, GO E ON U.S. HIGHWAY
 FG1739'64 FOR 3.0 MI. TO AN OLD TRACK ROAD ON THE LEFT, TURN LEFT
 FG1739'AND GO N ON THE TRACK ROAD FOR 0.6 MI. TO AN OLD LOG HOUSE
 FG1739'AND A LARGE BARN ON THE RIGHT, PASS TO THE LEFT OF THE BARN
 FG1739'UNDER A STOCK SHELTER AND CONTINUE N ON THE TRACK ROAD FOR
 FG1739'0.15 MI. TO A GATE BETWEEN TWO 14-IN. OAK TREES, CONTINUE N
 FG1739'THROUGH THE GATE ACROSS A SMALL CREEK INTO AN OPEN PASTURE,
 FG1739'TURN SHARP LEFT ON A TRACK ROAD ENTERING A WOODED AREA AND
 FG1739'GO 1.0 MI. UPHILL AND ALONG A RIDGE TO THE HIGHEST POINT
 FG1739'AND THE STATION.  THE LAST TWO DISTANCES WERE WALKED AND
 FG1739'ESTIMATED.  A FOUR-WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE
 FG1739'STATION.
 FG1739'
 FG1739'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1739
 FG1739                          STATION RECOVERY (1967)
 FG1739
 FG1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1739'THE STATION RIDGE WAS VISITED TWO TIMES AND THE STATION NOT FOUND.
 FG1739'DUE TO THE RIDGE NOT HAVING ANY OUTSTANDING HIGH POINTS AND THE
 FG1739'LEAF COVER I WAS UNABLE TO FIND THE MARKS.  I AM SURE THE MARKS ARE
 FG1739'THERE AS THERE IS NO SIGN OF ANY KIND TO INDICATE OTHERWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0842 ***********************************************************************
 GE0842  DESIGNATION -  POCA
 GE0842  PID         -  GE0842
 GE0842  STATE/COUNTY-  AR/RANDOLPH
 GE0842  USGS QUAD   -  RAVENDEN SPRINGS SE (1981)
 GE0842
 GE0842                         *CURRENT SURVEY CONTROL
 GE0842  ___________________________________________________________________
 GE0842* NAD 83(1997)-  36 15 30.90871(N)    091 01 42.36986(W)     ADJUSTED  
 GE0842* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 GE0842  ___________________________________________________________________
 GE0842  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 GE0842  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GE0842
 GE0842  HORZ ORDER  -  SECOND
 GE0842
 GE0842.The horizontal coordinates were established by classical geodetic methods
 GE0842.and adjusted by the National Geodetic Survey in September 1999..
 GE0842
 GE0842.The orthometric height was scaled from a topographic map.
 GE0842
 GE0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0842
 GE0842.The geoid height was determined by GEOID03.
 GE0842
 GE0842;                    North         East     Units Scale Factor Converg.
 GE0842;SPC AR N     -   214,028.871   487,311.941   MT  1.00000509   +0 33 55.3
 GE0842;SPC AR N     -   702,193.05  1,598,789.26   sFT  1.00000509   +0 33 55.3
 GE0842;UTM  15      - 4,014,432.747   677,121.056   MT  0.99998655   +1 09 58.8
 GE0842
 GE0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0842!SPC AR N     -   0.99998136  x   1.00000509  =   0.99998645
 GE0842!UTM  15      -   0.99998136  x   0.99998655  =   0.99996791
 GE0842
 GE0842|---------------------------------------------------------------------|
 GE0842| PID    Reference Object                     Distance      Geod. Az  |
 GE0842|                                                           dddmmss.s |
 GE0842| CI2007 POCA RM 1                            24.873 METERS 05436     |
 GE0842| GE1057 POCAHONTAS RADIO STA KPOC MAST      APPROX. 6.9 KM 0724800.1 |
 GE0842| GE1058 POCAHONTAS CITY HALL CUPOLA         APPROX. 5.2 KM 0863608.7 |
 GE0842| GE0844 POCA 2                               10.783 METERS 09447     |
 GE0842| CI2006 POCA AZ MK                                         1815850.6 |
 GE0842| CI2008 POCA RM 2                            22.974 METERS 26041     |
 GE0842|---------------------------------------------------------------------|
 GE0842
 GE0842                          SUPERSEDED SURVEY CONTROL
 GE0842
 GE0842  NAD 83(1986)-  36 15 30.91742(N)    091 01 42.36937(W) AD(       ) 2
 GE0842  NAD 27      -  36 15 30.67640(N)    091 01 41.92370(W) AD(       ) 2
 GE0842
 GE0842.Superseded values are not recommended for survey control.
 GE0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0842.See file dsdata.txt to determine how the superseded data were derived.
 GE0842
 GE0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7712114433(NAD 83)
 GE0842_MARKER: DS = TRIANGULATION STATION DISK
 GE0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0842
 GE0842  HISTORY     - Date     Condition        Report By
 GE0842  HISTORY     - 1955     MONUMENTED       CGS
 GE0842  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GE0842
 GE0842                          STATION DESCRIPTION
 GE0842
 GE0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0842'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF IMBODEN,
 GE0842'3 MILES WEST OF POCAHONTAS, 0.05 MILE NORTH OF U.S. HIGHWAY
 GE0842'62, 38 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF AN OLD
 GE0842'FARM HOUSE, 24 FEET WEST OF THE CENTER OF A TRACK ROAD, 7 FEET
 GE0842'NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND ON LAND OWNED
 GE0842'BY MR. H. KLINE.
 GE0842'
 GE0842'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 GE0842'AND 62 AT THE SOUTH EDGE OF POCAHONTAS, GO WESTERLY ON U.S.
 GE0842'HIGHWAY 62 FOR 3.3 MILES TO A SAWMILL ON THE LEFT, AND A
 GE0842'DRIVEWAY ON THE RIGHT, TURN RIGHT (NORTH) AND GO UP STEEP
 GE0842'SLOPE TO THE TOP OF A HILL AND THE STATION AS DESCRIBED.
 GE0842'
 GE0842'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH TO THE
 GE0842'HIGHWAY, TURN RIGHT (WEST) ON THE HIGHWAY FOR 0.05 MILE TO
 GE0842'A SIDE ROAD ON THE LEFT, TURN LEFT (SOUTH) AND FOLLOW THE
 GE0842'MAIN ROAD FOR 0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED BELOW.
 GE0842'
 GE0842'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 GE0842'POCA 1955.
 GE0842'
 GE0842'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED POCA
 GE0842'NO 1 1955.
 GE0842'
 GE0842'REFERENCE MARK 2 IS 20 FEET NORTHWEST OF THE NORTHWEST CORNER
 GE0842'OF A TOOL SHED.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GE0842'STAMPED POCA NO 2 1955.
 GE0842'
 GE0842'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTER OF THE
 GE0842'GRAVELED ROAD, 19 FEET EAST OF A GATE POST, 3 FEET EAST OF
 GE0842'A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 GE0842'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED POCA 1955.
 GE0842'
 GE0842'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0842
 GE0842                          STATION RECOVERY (1968)
 GE0842
 GE0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GE0842'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GE0842'CONDITION.  HOWEVER, DUE TO THE PROPOSED LEVELING OF THE
 GE0842'STATION HILL FOR THE CONSTRUCTION OF A NEW HOME, THE SURFACE
 GE0842'STATION MARK AND POSSIBLY THE SUB-SURFACE STATION MARK WOULD
 GE0842'BE DESTROYED.  A NEW STATION POCA 2 1968 WAS ESTABLISHED
 GE0842'AND WHEN ALL OBSERVATIONS AND MEASUREMENTS WERE COMPLETED AND
 GE0842'CHECKED, THE ORIGINAL SURFACE STATION MARK DISK WAS REMOVED.
 GE0842'THE ORIGINAL STATION SUB-SURFACE MARK WAS IN NO WAY DISTURBED,
 GE0842'AND THE ORIGINAL REFERENCE MARKS NO. 1 AND NO. 2 WERE USED
 GE0842'AND TIED TO THE NEW STATION.  THE ARROW ON REFERENCE MARK
 GE0842'NO.  1 POINTS SEVERAL DEGREES TO THE RIGHT OF THE NEW
 GE0842'STATION.
 GE0842'
 GE0842'SEE DESCRIPTION FOR NEW STATION POCA 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0844 ***********************************************************************
 GE0844  DESIGNATION -  POCA 2
 GE0844  PID         -  GE0844
 GE0844  STATE/COUNTY-  AR/RANDOLPH
 GE0844  USGS QUAD   -  RAVENDEN SPRINGS SE (1981)
 GE0844
 GE0844                         *CURRENT SURVEY CONTROL
 GE0844  ___________________________________________________________________
 GE0844* NAD 83(1997)-  36 15 30.87950(N)    091 01 41.93941(W)     ADJUSTED  
 GE0844* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 GE0844  ___________________________________________________________________
 GE0844  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 GE0844  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GE0844
 GE0844  HORZ ORDER  -  THIRD
 GE0844
 GE0844.The horizontal coordinates were established by classical geodetic methods
 GE0844.and adjusted by the National Geodetic Survey in September 1999..
 GE0844.No horizontal observational check was made to the station.
 GE0844
 GE0844.The orthometric height was scaled from a topographic map.
 GE0844
 GE0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0844
 GE0844.The geoid height was determined by GEOID03.
 GE0844
 GE0844;                    North         East     Units Scale Factor Converg.
 GE0844;SPC AR N     -   214,028.077   487,322.695   MT  1.00000509   +0 33 55.5
 GE0844;SPC AR N     -   702,190.45  1,598,824.54   sFT  1.00000509   +0 33 55.5
 GE0844;UTM  15      - 4,014,432.065   677,131.818   MT  0.99998660   +1 09 59.1
 GE0844
 GE0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0844!SPC AR N     -   0.99998136  x   1.00000509  =   0.99998645
 GE0844!UTM  15      -   0.99998136  x   0.99998660  =   0.99996796
 GE0844
 GE0844|---------------------------------------------------------------------|
 GE0844| PID    Reference Object                     Distance      Geod. Az  |
 GE0844|                                                           dddmmss.s |
 GE0844| CI2007 POCA RM 1                            17.979 METERS 03150     |
 GE0844| CI2009 POCA 2 RM 3                          18.172 METERS 11024     |
 GE0844| CI2006 POCA AZ MK                                         1833337.4 |
 GE0844| CI2008 POCA RM 2                            33.449 METERS 26511     |
 GE0844| GE0842 POCA                                 10.783 METERS 27447     |
 GE0844|---------------------------------------------------------------------|
 GE0844
 GE0844                          SUPERSEDED SURVEY CONTROL
 GE0844
 GE0844  NAD 83(1986)-  36 15 30.88822(N)    091 01 41.93892(W) AD(       ) 3
 GE0844  NAD 27      -  36 15 30.64719(N)    091 01 41.49327(W) AD(       ) 3
 GE0844
 GE0844.Superseded values are not recommended for survey control.
 GE0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0844.See file dsdata.txt to determine how the superseded data were derived.
 GE0844
 GE0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7713214432(NAD 83)
 GE0844_MARKER: DS = TRIANGULATION STATION DISK
 GE0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0844+STABILITY: SURFACE MOTION
 GE0844
 GE0844  HISTORY     - Date     Condition        Report By
 GE0844  HISTORY     - 1968     MONUMENTED       CGS
 GE0844
 GE0844                          STATION DESCRIPTION
 GE0844
 GE0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GE0844'THE STATION IS LOCATED NEAR THE SUMMIT OF A HEAVILY WOODED
 GE0844'HILL ABOUT 9 MILES NORTHEAST OF IMBODEN, 3 MILES WEST OF
 GE0844'POCAHONTAS, 0.05 OF A MILE NORTH OF U.S. HIGHWAY 62, AND ON THE
 GE0844'PROPERTY OF MR. HOMER KLINE JR.
 GE0844'
 GE0844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 GE0844'67, AND STATE ROUTE 90 IN THE SOUTH EDGE OF POCAHONTAS, GO
 GE0844'WESTERLY ON U.S. HIGHWAY 62 FOR 3.3 MILES TO A DIM TRACK
 GE0844'ROAD ON THE RIGHT LEADING UPHILL THROUGH WOODS.  HERE TURN
 GE0844'RIGHT ON THIS TRACK ROAD AND GO NORTHERLY ABOUT 0.05 MILE
 GE0844'TO A SMALL CLEARING NEAR THE SUMMIT OF THE HILL NEAR AN OLD
 GE0844'HOME SITE, AND THE STATION IN THIS CLEARING AS DESCRIBED.
 GE0844'
 GE0844'THE STATION IS 18.5 FEET NORTH OF A 12-INCH BLACK OAK TREE,
 GE0844'9 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 1.4
 GE0844'FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND EAST OF
 GE0844'THE PROPOSED NEW HOME SITE.  IT IS A STANDARD DISK SET IN
 GE0844'THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GE0844'ABOUT 5 INCHES AND THE DISK IS STAMPED POCA 2 1968.
 GE0844'
 GE0844'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTH SLOPE OF THE
 GE0844'HILL ABOUT 4 FEET ABOVE THE ELEVATION OF THE STATION AND NEAR
 GE0844'THE CENTER OF THE TRACK ROAD.  IT IS A STANDARD DISK SET
 GE0844'IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GE0844'ABOUT 3 INCHES AND THE DISK IS STAMPED POCA NO 1 1955.  THE
 GE0844'ARROW ON THIS DISK POINTS TO THE ORIGINAL STATION SITE AND
 GE0844'IS SEVERAL DEGREES TO THE RIGHT OF THE NEW STATION.
 GE0844'
 GE0844'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHWEST SLOPE OF
 GE0844'THE HILL ON THE PROPERTY OF MR. AND MRS. JACK AKINS.  IT IS
 GE0844'ABOUT 8 FEET BELOW THE ELEVATION OF THE STATION 1.0 FOOT EAST
 GE0844'OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN THE
 GE0844'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GE0844'ABOUT 3 INCHES AND THE DISK IS STAMPED POCA NO 2 1955.
 GE0844'
 GE0844'REFERENCE MARK NO. 3 IS LOCATED ON THE EAST SLOPE OF THE
 GE0844'HILL IN DENSE WOODS, ABOUT 6 FEET BELOW THE ELEVATION OF THE
 GE0844'STATION AND 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND
 GE0844'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GE0844'ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT 5 INCHES AND
 GE0844'THE DISK IS STAMPED POCA 2 NO 3 1968.
 GE0844'
 GE0844'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1
 GE0844'AND REFERENCE MARK NO. 3 IS 75.08 FEET - 22.88 METERS.
 GE0844'
 GE0844'DUE TO NUMEROUS TREES ON LINE THE DISTANCE BETWEEN REFERENCE
 GE0844'MARK NO. 1 AND REFERENCE MARK NO. 2, AND THE DISTANCE BETWEEN
 GE0844'REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 COULD NOT BE
 GE0844'MEASURED BETWEEN.
 GE0844'
 GE0844'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE SOUTH OF THE STATION
 GE0844'ON THE PROPERTY OF MR. CHARLES MC DONALD.  IT IS 30 FEET
 GE0844'SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AT
 GE0844'POINT OF CURVE FROM SOUTH TO EAST, 28 FEET EAST OF A T FENCE
 GE0844'CORNER POST AND THE SOUTH GATE POST OF A WOODEN GATE, 13 FEET
 GE0844'EAST OF A GUYED TELEPHONE POLE, 12 FEET SOUTH OF THE APPROXIMATE
 GE0844'CENTER OF A FARM DRIVE LEADING TO THE GATE, 0.9 OF A FOOT
 GE0844'NORTH OF A WOVEN WIRE FENCE, AND 0.9 OF A FOOT WEST OF A
 GE0844'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GE0844'THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GE0844'ABOUT 5 INCHES AND THE DISK IS STAMPED POCA 1955.
 GE0844'
 GE0844'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 GE0844'ON THE TRACK ROAD FOR 0.05 MILE TO U.S. HIGHWAY 62.  HERE
 GE0844'TURN RIGHT AND GO WEST ON U.S. HIGHWAY 62 FOR ABOUT 125 FEET
 GE0844'TO A GRAVELED T-ROAD ON THE LEFT, TURN LEFT ON THIS GRAVELED
 GE0844'ROAD AND GO SOUTH FOR 0.2 MILE TO WHERE THE ROAD CURVES LEFT AND
 GE0844'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GE0844'
 GE0844'POCA 1955 TO POCA 2 1968 = PLUS 1.259 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1061 ***********************************************************************
 GE1061  DESIGNATION -  POCAHONTAS
 GE1061  PID         -  GE1061
 GE1061  STATE/COUNTY-  AR/RANDOLPH
 GE1061  USGS QUAD   -  POCAHONTAS (1981)
 GE1061
 GE1061                         *CURRENT SURVEY CONTROL
 GE1061  ___________________________________________________________________
 GE1061* NAD 83(1997)-  36 16 19.42785(N)    090 58 24.17671(W)     ADJUSTED  
 GE1061* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 GE1061  ___________________________________________________________________
 GE1061  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GE1061  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GE1061
 GE1061  HORZ ORDER  -  THIRD
 GE1061
 GE1061.The horizontal coordinates were established by classical geodetic methods
 GE1061.and adjusted by the National Geodetic Survey in September 1999..
 GE1061
 GE1061.The orthometric height was scaled from a topographic map.
 GE1061
 GE1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1061
 GE1061.The geoid height was determined by GEOID03.
 GE1061
 GE1061;                    North         East     Units Scale Factor Converg.
 GE1061;SPC AR N     -   215,574.522   492,243.704   MT  1.00000789   +0 35 50.6
 GE1061;SPC AR N     -   707,264.08  1,614,969.55   sFT  1.00000789   +0 35 50.6
 GE1061;UTM  15      - 4,016,030.068   682,036.277   MT  1.00000830   +1 11 57.5
 GE1061
 GE1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1061!SPC AR N     -   0.99998576  x   1.00000789  =   0.99999365
 GE1061!UTM  15      -   0.99998576  x   1.00000830  =   0.99999406
 GE1061
 GE1061:                Primary Azimuth Mark                     Grid Az
 GE1061:SPC AR N     -  POCAHONTAS RADIO STA KPOC MAST           071 10 35.1
 GE1061:UTM  15      -  POCAHONTAS RADIO STA KPOC MAST           070 34 28.2
 GE1061
 GE1061|---------------------------------------------------------------------|
 GE1061| PID    Reference Object                     Distance      Geod. Az  |
 GE1061|                                                           dddmmss.s |
 GE1061| GE1057 POCAHONTAS RADIO STA KPOC MAST      APPROX. 1.8 KM 0714625.7 |
 GE1061| CI5292 POCAHONTAS AZ MK                                   1334927.7 |
 GE1061| GE1058 POCAHONTAS CITY HALL CUPOLA         APPROX. 1.2 KM 1661640.5 |
 GE1061| CI5293 POCAHONTAS RM 1                      17.240 METERS 24219     |
 GE1061| CI5294 POCAHONTAS RM 2                      13.788 METERS 31947     |
 GE1061|---------------------------------------------------------------------|
 GE1061
 GE1061                          SUPERSEDED SURVEY CONTROL
 GE1061
 GE1061  NAD 83(1986)-  36 16 19.43651(N)    090 58 24.17639(W) AD(       ) 3
 GE1061  NAD 27      -  36 16 19.19670(N)    090 58 23.73460(W) AD(       ) 3
 GE1061
 GE1061.Superseded values are not recommended for survey control.
 GE1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1061.See file dsdata.txt to determine how the superseded data were derived.
 GE1061
 GE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8203616030(NAD 83)
 GE1061_MARKER: DS = TRIANGULATION STATION DISK
 GE1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1061+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 GE1061
 GE1061  HISTORY     - Date     Condition        Report By
 GE1061  HISTORY     - 1955     MONUMENTED       CGS
 GE1061  HISTORY     - 20020912 GOOD             USACE
 GE1061
 GE1061                          STATION DESCRIPTION
 GE1061
 GE1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1061'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF
 GE1061'POCAHONTAS, 36 FEET WEST OF A HUGH TWIN OAK TREE, 16 FEET NORTHWEST
 GE1061'OF A FENCE CORNER, 15.5 FEET SOUTH OF THE THOMASVILLE STREET,
 GE1061'7 FEET NORTHEAST OF A WHITE 4 X 4 INCH WITNESS POST AND
 GE1061'ON LAND OWNED BY MRS. T.S. KENNER.
 GE1061'
 GE1061'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 GE1061'IN POCAHONTAS, GO WEST AND NORTH ON STATE HIGHWAY 115 AND
 GE1061'90 FOR 0.85 MILE TO WHERE THE HIGHWAY TURNS FROM NORTH TO
 GE1061'WEST AT THE INTERSECTION OF HAYNES AND THOMASVILLE STREET,
 GE1061'CONTINUE DUE NORTH ON HAYNES STREET FOR 0.05 MILE, TURN
 GE1061'LEFT (WEST) AND GO FOR ABOUT 40 YARDS TO THE STATION ON THE
 GE1061'LEFT AS DESCRIBED.
 GE1061'
 GE1061'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 GE1061'ABOUT 40 YARDS, TURN RIGHT (SOUTH) AND FOLLOW THE MAIN STREET
 GE1061'FOR 3 BLOCKS TO OAK STREET, TURN LEFT (EAST) AND FOLLOW
 GE1061'OAK STREET FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GE1061'DESCRIBED.
 GE1061'
 GE1061'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE1061'POCAHONTAS 1955.
 GE1061'
 GE1061'REFERENCE MARK 1 IS 43 FEET SOUTH OF THE CENTER OF THE STREET.
 GE1061'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED POCAHONTAS
 GE1061'NO 1 1955.
 GE1061'
 GE1061'REFERENCE MARK 2 IS 13 FEET NORTH OF THE CENTER OF THE STREET
 GE1061'AND 1 FOOT SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS
 GE1061'4 INCHES AND THE DISK IS STAMPED POCHONTAS NO 2 1955.
 GE1061'
 GE1061'THE AZIMUTH MARK IS 99 FEET EAST OF THE CENTER OF DOUTHITT
 GE1061'STREET, 25 FEET SOUTH OF THE CENTER OF OAK STREET, 5 FEET
 GE1061'NORTH-NORTHWEST OF A 36-INCH OAK TREE AND 3 FEET EAST OF
 GE1061'A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 5 INCHES
 GE1061'AND THE DISK IS STAMPED POCHONTAS 1955.
 GE1061'
 GE1061'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GE1061
 GE1061                          STATION RECOVERY (2002)
 GE1061
 GE1061'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1058 ***********************************************************************
 GE1058  DESIGNATION -  POCAHONTAS CITY HALL CUPOLA
 GE1058  PID         -  GE1058
 GE1058  STATE/COUNTY-  AR/RANDOLPH
 GE1058  USGS QUAD   -  POCAHONTAS (1981)
 GE1058
 GE1058                         *CURRENT SURVEY CONTROL
 GE1058  ___________________________________________________________________
 GE1058* NAD 83(1997)-  36 15 40.94467(N)    090 58 12.57364(W)     ADJUSTED  
 GE1058* NAVD 88     -                                                        
 GE1058  ___________________________________________________________________
 GE1058  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 GE1058  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE1058
 GE1058  HORZ ORDER  -  THIRD
 GE1058
 GE1058.The horizontal coordinates were established by classical geodetic methods
 GE1058.and adjusted by the National Geodetic Survey in September 1999..
 GE1058
 GE1058
 GE1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1058
 GE1058.The geoid height was determined by GEOID03.
 GE1058
 GE1058;                    North         East     Units Scale Factor Converg.
 GE1058;SPC AR N     -   214,391.424   492,545.700   MT  1.00000566   +0 35 57.3
 GE1058;SPC AR N     -   703,382.53  1,615,960.35   sFT  1.00000566   +0 35 57.3
 GE1058;UTM  15      - 4,014,850.204   682,350.683   MT  1.00000971   +1 12 03.3
 GE1058
 GE1058                          SUPERSEDED SURVEY CONTROL
 GE1058
 GE1058  NAD 83(1986)-  36 15 40.95360(N)    090 58 12.57334(W) AD(       ) 4
 GE1058  NAD 27      -  36 15 40.71300(N)    090 58 12.13200(W) AD(       ) 3
 GE1058
 GE1058.Superseded values are not recommended for survey control.
 GE1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1058.See file dsdata.txt to determine how the superseded data were derived.
 GE1058
 GE1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8235114850(NAD 83)
 GE1058_MARKER: 86 = CUPOLA
 GE1058
 GE1058  HISTORY     - Date     Condition        Report By
 GE1058  HISTORY     - 1955     FIRST OBSERVED   CGS
 GE1058
 GE1058                          STATION DESCRIPTION
 GE1058
 GE1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1058'THE STATION IS LOCATED ON THE ROOF OF THE POCAHONTAS CITY HALL,
 GE1058'IN THE CENTER OF THE SQUARE IN POCAHONTAS.  THE POINT OBSERVED
 GE1058'ON WAS THE ORNAMENTAL WOODEN BALL ON THE TOP OF THE CUPOLA
 GE1058'ON THE ROOF.  THE TOTAL HEIGHT OF THE BUILDING IS ABOUT
 GE1058'60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1057 ***********************************************************************
 GE1057  DESIGNATION -  POCAHONTAS RADIO STA KPOC MAST
 GE1057  PID         -  GE1057
 GE1057  STATE/COUNTY-  AR/RANDOLPH
 GE1057  USGS QUAD   -  POCAHONTAS (1981)
 GE1057
 GE1057                         *CURRENT SURVEY CONTROL
 GE1057  ___________________________________________________________________
 GE1057* NAD 83(1997)-  36 16 37.43746(N)    090 57 16.61018(W)     ADJUSTED  
 GE1057* NAVD 88     -                                                        
 GE1057  ___________________________________________________________________
 GE1057  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GE1057  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GE1057
 GE1057  HORZ ORDER  -  THIRD
 GE1057
 GE1057.The horizontal coordinates were established by classical geodetic methods
 GE1057.and adjusted by the National Geodetic Survey in September 1999..
 GE1057
 GE1057
 GE1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1057
 GE1057.The geoid height was determined by GEOID03.
 GE1057
 GE1057;                    North         East     Units Scale Factor Converg.
 GE1057;SPC AR N     -   216,147.356   493,924.134   MT  1.00000894   +0 36 29.9
 GE1057;SPC AR N     -   709,143.45  1,620,482.76   sFT  1.00000894   +0 36 29.9
 GE1057;UTM  15      - 4,016,620.531   683,710.601   MT  1.00001585   +1 12 38.1
 GE1057
 GE1057                          SUPERSEDED SURVEY CONTROL
 GE1057
 GE1057  NAD 83(1986)-  36 16 37.44616(N)    090 57 16.61002(W) AD(       ) 4
 GE1057  NAD 27      -  36 16 37.20700(N)    090 57 16.17000(W) AD(       ) 3
 GE1057
 GE1057.Superseded values are not recommended for survey control.
 GE1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1057.See file dsdata.txt to determine how the superseded data were derived.
 GE1057
 GE1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8371116621(NAD 83)
 GE1057_MARKER: 42 = RADIO/TV MAST
 GE1057
 GE1057  HISTORY     - Date     Condition        Report By
 GE1057  HISTORY     - 1955     FIRST OBSERVED   CGS
 GE1057
 GE1057                          STATION DESCRIPTION
 GE1057
 GE1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1057'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH-NORTHEAST OF
 GE1057'POCAHONTAS, AND 0.1 MILE NORTHWEST OF U.S. HIGHWAY 67.
 GE1057'
 GE1057'THE MAST IS 140 FEET HIGH, 1 FOOT IN DIAMETER FROM TOP TO BOTTOM,
 GE1057'PAINTED ALTERNATE SECTIONS OF RED AND WHITE, AND WITH A
 GE1057'FLASHING RED LIGHT AT THE TOP.  THE POINT OBSERVED ON WAS
 GE1057'THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1193 ***********************************************************************
 GE1193  HT_MOD      -  This is a Height Modernization Survey Station.
 GE1193  CBN         -  This is a Cooperative Base Network Control Station.
 GE1193  PACS        -  This is a Primary Airport Control Station.
 GE1193  DESIGNATION -  POCAPORT
 GE1193  PID         -  GE1193
 GE1193  STATE/COUNTY-  AR/RANDOLPH
 GE1193  USGS QUAD   -  MANSON (1965)
 GE1193
 GE1193                         *CURRENT SURVEY CONTROL
 GE1193  ___________________________________________________________________
 GE1193* NAD 83(1997)-  36 14 43.65699(N)    090 57 20.48643(W)     ADJUSTED  
 GE1193* NAVD 88     -        82.95   (meters)     272.1    (feet)  GPS OBS   
 GE1193  ___________________________________________________________________
 GE1193  X           -     -85,897.527 (meters)                     COMP
 GE1193  Y           -  -5,149,270.006 (meters)                     COMP
 GE1193  Z           -   3,750,224.464 (meters)                     COMP
 GE1193  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GE1193  ELLIP HEIGHT-          54.61  (meters)          (08/06/02) GPS OBS
 GE1193  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE1193
 GE1193  HORZ ORDER  -  A
 GE1193  ELLP ORDER  -  SECOND    CLASS II
 GE1193
 GE1193.This mark is at Nick Wilson Field Airport (M70)
 GE1193
 GE1193.The horizontal coordinates were established by GPS observations
 GE1193.and adjusted by the National Geodetic Survey in August 2002..
 GE1193
 GE1193.The orthometric height was determined by GPS observations and a
 GE1193.high-resolution geoid model.
 GE1193
 GE1193.GPS derived orthometric heights for airport stations designated as
 GE1193.PACS or SACS are published to 2 decimal places.  This maintains
 GE1193.centimeter relative accuracy between the PACS and SACS.  It does
 GE1193.not indicate centimeter accuracy relative to other marks which are
 GE1193.part of the NAVD 88 network.
 GE1193
 GE1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1193
 GE1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1193
 GE1193.The ellipsoidal height was determined by GPS observations
 GE1193.and is referenced to NAD 83.
 GE1193
 GE1193.The geoid height was determined by GEOID03.
 GE1193
 GE1193;                    North         East     Units Scale Factor Converg.
 GE1193;SPC AR N     -   212,639.418   493,864.593   MT  1.00000242   +0 36 27.7
 GE1193;SPC AR N     -   697,634.49  1,620,287.42   sFT  1.00000242   +0 36 27.7
 GE1193;UTM  15      - 4,013,112.125   683,687.908   MT  1.00001575   +1 12 32.5
 GE1193
 GE1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1193!SPC AR N     -   0.99999143  x   1.00000242  =   0.99999385
 GE1193!UTM  15      -   0.99999143  x   1.00001575  =   1.00000718
 GE1193
 GE1193:                Primary Azimuth Mark                     Grid Az
 GE1193:SPC AR N     -  POCAPORT AZ MK                           181 57 53.7
 GE1193:UTM  15      -  POCAPORT AZ MK                           181 21 48.9
 GE1193
 GE1193|---------------------------------------------------------------------|
 GE1193| PID    Reference Object                     Distance      Geod. Az  |
 GE1193|                                                           dddmmss.s |
 GE1193| GE1194 POCAPORT AZ MK                      APPROX. 0.6 KM 1823421.4 |
 GE1193|---------------------------------------------------------------------|
 GE1193
 GE1193                          SUPERSEDED SURVEY CONTROL
 GE1193
 GE1193  ELLIP H (07/20/01)   54.60   (m)                       GP(       ) 4 1
 GE1193  NAD 83(1997)-  36 14 43.65674(N)    090 57 20.48732(W) AD(       ) B
 GE1193  ELLIP H (09/19/97)   54.62   (m)                       GP(       ) 4 1
 GE1193  NAD 83(1986)-  36 14 43.66697(N)    090 57 20.48876(W) AD(       ) 1
 GE1193  NGVD 29 (11/13/90)   82.9    (m)          272.     (f) GPS OBS        
 GE1193
 GE1193.Superseded values are not recommended for survey control.
 GE1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1193.See file dsdata.txt to determine how the superseded data were derived.
 GE1193
 GE1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8368813112(NAD 83)
 GE1193_MARKER: I = METAL ROD
 GE1193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1193_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1193_STAMPING: POCAPORT 1990
 GE1193_MARK LOGO: NGS   
 GE1193_PROJECTION: FLUSH
 GE1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1193+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2002
 GE1193_ROD/PIPE-DEPTH: 18.1 meters
 GE1193_SLEEVE-DEPTH  : 0.93 meters
 GE1193
 GE1193  HISTORY     - Date     Condition        Report By
 GE1193  HISTORY     - 1990     MONUMENTED       NGS
 GE1193  HISTORY     - 19970220 GOOD             NGS
 GE1193  HISTORY     - 20000118 GOOD             NGS
 GE1193  HISTORY     - 20020406 GOOD             USACE
 GE1193  HISTORY     - 20020421 GOOD             EMCINC
 GE1193
 GE1193                          STATION DESCRIPTION
 GE1193
 GE1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1193'STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTHEAST OF IMBODEN, 19.3
 GE1193'KM (12.0 MI) NORTH OF WALNUT RIDGE, AND 3.1 KM (1.9 MI)  SOUTHEAST OF
 GE1193'POCAHONTAS. AT THE POCAHONTAS MUNICIPAL AIPORT. OWNERSHIP--CITY OF
 GE1193'POCAHONTAS AR 72455.  AIPORT MANAGER IS JOSEPH ROBINSON, RTE 1 BOX
 GE1193'68, POCAHONTAS AR 72455.  PHONE IS 501-892-5606 OR HOME 501-892-9219.
 GE1193'OR MURRY GRIDER (AIRPORT BOARD) 501-892-2521 OR 501-892-9212.
 GE1193'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 67 IN POCAHONTAS,
 GE1193'GO SOUTH ON U.S. HIGHWAY 67 FOR 1.87 KM (1.16 MI) TO A PAVED ROAD ON
 GE1193'THE LEFT.  TURN LEFT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 100
 GE1193'FEET TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON THE
 GE1193'PAVED ROAD PASSING AROUND THE NORTH END OF A HANGER FOR 0.17 KM
 GE1193'(0.11 MI) TO AN APRON.  TURN RIGHT AND GO SOUTH ON THE APRON FOR 0.14
 GE1193'KM (0.09 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 GE1193'TAXIWAY FOR ABOUT 100 FT (30.5 M) TO THE STATION ON THE RIGHT.
 GE1193'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GE1193'ROD ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP, IT IS 43.3 M
 GE1193'(142.1 FT) WEST OF THE RUNWAY CENTERLINE, 29.7 M (97.4 FT) EAST OF A
 GE1193'TAXIWAY CENTERLINE, 17.6 M (57.7 FT) SOUTH OF A CONNECTOR CENTERLINE.
 GE1193'DESCRIBED BY R.D.BALL.
 GE1193
 GE1193                          STATION RECOVERY (1997)
 GE1193
 GE1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1193'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) NORTHEAST OF IMBODEN, 19
 GE1193'KM (11.80 MI) NORTH OF WALNUT RIDGE, 3 KM (1.85 MI) SOUTHEAST OF
 GE1193'POCAHONTAS, AT NICK WILSON FIELD, IN THE SOUTHWEST QUADRANT OF THE
 GE1193'JUNCTION OF THE RUNWAY AND MIDFIELD CONNECTOR, EAST OF AND ACROSS THE
 GE1193'APRON AND PARALLEL TAXIWAY FROM THE ADMINISTRATION BUILDING.
 GE1193'OWNERSHIP--CITY OF POCAHONTAS, 2006 AIRWAYS LANE, POCAHONTAS AR 72455.
 GE1193'AIRPORT MANAGER IS GREG SWINK, PHONE 501-892-5606, 869-2260. TO REACH
 GE1193'FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 67 IN POCAHONTAS, GO SOUTH
 GE1193'ON HIGHWAY 67 FOR 1.87 KM (1.15 MI) TO THE PAVED AIRPORT ENTRANCE ROAD
 GE1193'ON THE LEFT.  TURN LEFT, EAST ON THE ROAD FOR 0.11 KM (0.05 MI) TO A
 GE1193'GATE ON THE NORTH SIDE OF THE AIRPORT OFFICE AND FIRE DEPARTMENT.
 GE1193'PASS THROUGH THE GATE AND BEAR RIGHT, EAST-SOUTHEAST ACROSS THE APRON
 GE1193'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF THE PARALLEL TAXIWAY AND A
 GE1193'CONNECTOR TAXIWAY AND THE STATION ON THE RIGHT.  THE STATION IS A
 GE1193'PUNCH HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM
 GE1193'GREASE-FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 GE1193'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 43.3
 GE1193'M (142.1 FT) WEST OF THE RUNWAY CENTER, 29.7 M (97.4 FT) EAST OF THE
 GE1193'PARALLEL TAXIWAY CENTER, 17.6 M (57.7 FT) SOUTH OF THE CONNECTOR
 GE1193'TAXIWAY CENTER, 14.3 M (46.9 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 GE1193'CORNER OF A TAXIWAY INDICATOR SIGN AND 0.3 M (1.0 FT) WEST OF A
 GE1193'FIBERGLASS WITNESS POST.  NOTE--THE STATION WAS USED AS AN AREA
 GE1193'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.  THE SLEEVE DEPTH
 GE1193'DOES NOT MEET THE SPECIFICATION FOR A CLASS A ROD MARK.
 GE1193
 GE1193                          STATION RECOVERY (2000)
 GE1193
 GE1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 GE1193'RECOVERED AS DESCRIBED.
 GE1193
 GE1193                          STATION RECOVERY (2002)
 GE1193
 GE1193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 GE1193'RECOVERED IN GOOD CONDITION.
 GE1193
 GE1193                          STATION RECOVERY (2002)
 GE1193
 GE1193'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 GE1193'FOUND AS DESCRIBED.
 GE1193' 
 GE1193'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1194 ***********************************************************************
 GE1194  DESIGNATION -  POCAPORT AZ MK
 GE1194  PID         -  GE1194
 GE1194  STATE/COUNTY-  AR/RANDOLPH
 GE1194  USGS QUAD   -  MANSON (1965)
 GE1194
 GE1194                         *CURRENT SURVEY CONTROL
 GE1194  ___________________________________________________________________
 GE1194* NAD 83(1997)-  36 14 25.07495(N)    090 57 21.51707(W)     ADJUSTED  
 GE1194* NAVD 88     -        82.6    (meters)     271.     (feet)  VERTCON   
 GE1194  ___________________________________________________________________
 GE1194  X           -     -85,928.901 (meters)                     COMP
 GE1194  Y           -  -5,149,607.838 (meters)                     COMP
 GE1194  Z           -   3,749,762.290 (meters)                     COMP
 GE1194  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GE1194  ELLIP HEIGHT-          54.22  (meters)          (09/24/01) GPS OBS
 GE1194  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE1194
 GE1194  HORZ ORDER  -  FIRST
 GE1194  ELLP ORDER  -  FOURTH    CLASS II
 GE1194
 GE1194.This mark is at Nick Wilson Field Airport (M70)
 GE1194
 GE1194.The horizontal coordinates were established by GPS observations
 GE1194.and adjusted by the National Geodetic Survey in September 1999..
 GE1194
 GE1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1194
 GE1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1194
 GE1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1194
 GE1194.The ellipsoidal height was determined by GPS observations
 GE1194.and is referenced to NAD 83.
 GE1194
 GE1194.The geoid height was determined by GEOID03.
 GE1194
 GE1194;                    North         East     Units Scale Factor Converg.
 GE1194;SPC AR N     -   212,066.418   493,844.935   MT  1.00000138   +0 36 27.1
 GE1194;SPC AR N     -   695,754.57  1,620,222.92   sFT  1.00000138   +0 36 27.1
 GE1194;UTM  15      - 4,012,538.943   683,674.263   MT  1.00001568   +1 12 31.4
 GE1194
 GE1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1194!SPC AR N     -   0.99999149  x   1.00000138  =   0.99999287
 GE1194!UTM  15      -   0.99999149  x   1.00001568  =   1.00000717
 GE1194
 GE1194:                Primary Azimuth Mark                     Grid Az
 GE1194:SPC AR N     -  POCAPORT                                 001 57 53.7
 GE1194:UTM  15      -  POCAPORT                                 001 21 49.4
 GE1194
 GE1194|---------------------------------------------------------------------|
 GE1194| PID    Reference Object                     Distance      Geod. Az  |
 GE1194|                                                           dddmmss.s |
 GE1194| GE1193 POCAPORT                            APPROX. 0.6 KM 0023420.8 |
 GE1194|---------------------------------------------------------------------|
 GE1194
 GE1194                          SUPERSEDED SURVEY CONTROL
 GE1194
 GE1194  ELLIP H (09/14/99)   54.23   (m)                       GP(       ) 4 1
 GE1194  NAD 83(1986)-  36 14 25.08518(N)    090 57 21.51851(W) AD(       ) 1
 GE1194  NGVD 29 (11/13/90)   82.5    (m)          271.     (f) GPS OBS        
 GE1194
 GE1194.Superseded values are not recommended for survey control.
 GE1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1194.See file dsdata.txt to determine how the superseded data were derived.
 GE1194
 GE1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8367412539(NAD 83)
 GE1194_MARKER: I = METAL ROD
 GE1194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1194_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1194_STAMPING: POCAPORT AZ MK 1990
 GE1194_MARK LOGO: NGS   
 GE1194_PROJECTION: FLUSH
 GE1194_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1194+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1194_ROD/PIPE-DEPTH: 11.2 meters
 GE1194_SLEEVE-DEPTH  : 0.93 meters
 GE1194
 GE1194  HISTORY     - Date     Condition        Report By
 GE1194  HISTORY     - 1990     MONUMENTED       NGS
 GE1194
 GE1194                          STATION DESCRIPTION
 GE1194
 GE1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1194'STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTHEAST OF IMBODEN, 19.3
 GE1194'KM (12.0 MI) NORTH OF WALNUT RIDGE, AND 3.1 KM (1.9 MI)  SOUTHEAST OF
 GE1194'POCAHONTAS.  AT THE POCAHONTAS MUNICIPAL AIPORT. OWNERSHIP--CITY OF
 GE1194'POCAHONTAS AR 72455.  AIPORT MANAGER IS JOSEPH ROBINSON, RTE 1 BOX
 GE1194'68, POCAHONTAS AR 72455.  PHONE IS 501-892-5606 OR HOME 501-892-9219,
 GE1194'OR MURRY GRIDER (AIRPORT BOARD) 501-892-2521 OR 501-892-9212.
 GE1194'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 67 IN POCAHONTAS,
 GE1194'GO SOUTH ON U.S.HIGHWAY 67 FOR 1.87 KM (1.16 MI) TO A PAVED ROAD ON
 GE1194'THE LEFT.  TURN LEFT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 100
 GE1194'FT (30.5 M) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY
 GE1194'ON THE PAVED ROAD PASSING AROUND THE NORTH END OF A HANGER FOR 0.17
 GE1194'KM (0.11 MI) TO AN APRON.  TURN RIGHT AND GO SOUTH ON THE APRON FOR
 GE1194'0.14 KM (0.09 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO EAST ON
 GE1194'THE TAXIWAY FOR 0.08 KM (0.05 MI) TO THE RUNWAY. TURN RIGHT AND GO
 GE1194'SOUTH ON THE RUNWAY FOR 0.60 KM (0.37 MI) TO THE STATION ON THE
 GE1194'RIGHT.
 GE1194'THE STATION IS A PUNCH HOLE IN THE TOP OF A STAINLESS STEEL ROD
 GE1194'ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 12.8 M
 GE1194'(42.0 FT) EAST OF A RIGHT-OF-WAY FENCE, 11.6 M (38.1 FT) WEST OF THE
 GE1194'WEST EDGE OF A TURN AROUND.
 GE1194'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2116 ***********************************************************************
 FF2116  DESIGNATION -  POIN
 FF2116  PID         -  FF2116
 FF2116  STATE/COUNTY-  AR/POINSETT
 FF2116  USGS QUAD   -  MC CORMICK (1983)
 FF2116
 FF2116                         *CURRENT SURVEY CONTROL
 FF2116  ___________________________________________________________________
 FF2116* NAD 83(1997)-  35 32 49.75687(N)    090 36 19.19291(W)     ADJUSTED  
 FF2116* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 FF2116  ___________________________________________________________________
 FF2116  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FF2116  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF2116
 FF2116  HORZ ORDER  -  FIRST
 FF2116
 FF2116.The horizontal coordinates were established by classical geodetic methods
 FF2116.and adjusted by the National Geodetic Survey in September 1999..
 FF2116
 FF2116.The orthometric height was scaled from a topographic map.
 FF2116
 FF2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2116
 FF2116.The geoid height was determined by GEOID03.
 FF2116
 FF2116;                    North         East     Units Scale Factor Converg.
 FF2116;SPC AR N     -   135,558.596   526,451.137   MT  0.99993614   +0 48 41.6
 FF2116;SPC AR N     -   444,745.16  1,727,198.44   sFT  0.99993614   +0 48 41.6
 FF2116;UTM  15      - 3,936,361.355   717,073.572   MT  1.00018071   +1 23 33.9
 FF2116
 FF2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2116!SPC AR N     -   0.99999430  x   0.99993614  =   0.99993044
 FF2116!UTM  15      -   0.99999430  x   1.00018071  =   1.00017501
 FF2116
 FF2116:                Primary Azimuth Mark                     Grid Az
 FF2116:SPC AR N     -  POIN AZ MK                               085 49 40.4
 FF2116:UTM  15      -  POIN AZ MK                               085 14 48.1
 FF2116
 FF2116|---------------------------------------------------------------------|
 FF2116| PID    Reference Object                     Distance      Geod. Az  |
 FF2116|                                                           dddmmss.s |
 FF2116| CI5295 POIN AZ MK                                         0863822.0 |
 FF2116| CI5296 POIN RM 1                            24.533 METERS 20435     |
 FF2116| CI5297 POIN RM 2                            35.491 METERS 27536     |
 FF2116|---------------------------------------------------------------------|
 FF2116
 FF2116                          SUPERSEDED SURVEY CONTROL
 FF2116
 FF2116  NAD 83(1997)-  35 32 49.75979(N)    090 36 19.19183(W) AD(       ) 1
 FF2116  NAD 83(1986)-  35 32 49.76932(N)    090 36 19.19251(W) AD(       ) 1
 FF2116  NAD 27      -  35 32 49.47840(N)    090 36 18.80510(W) AD(       ) 1
 FF2116
 FF2116.Superseded values are not recommended for survey control.
 FF2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2116.See file dsdata.txt to determine how the superseded data were derived.
 FF2116
 FF2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1707436361(NAD 83)
 FF2116_MARKER: DS = TRIANGULATION STATION DISK
 FF2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2116
 FF2116  HISTORY     - Date     Condition        Report By
 FF2116  HISTORY     - 1954     MONUMENTED       CGS
 FF2116  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF2116
 FF2116                          STATION DESCRIPTION
 FF2116
 FF2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2116'THE STATION IS LOCATED ABOUT 11 MILES WEST OF MARKED TREE,
 FF2116'ABOUT 6-1/2 MILES EAST-SOUTHEAST OF HARRISBURG AND ABOUT 0.45
 FF2116'MILE WEST OF THE SMALL VILLAGE OF WEONA ON THE SOUTH SIDE
 FF2116'OF STATE ROAD 14 AT A FARM HOME.  IT IS IN THE NORTHWEST CORNER
 FF2116'OF A CULTIVATED FIELD, 71 FEET SOUTH OF THE CENTER OF A
 FF2116'GRAVELED ROAD, 37 FEET EAST OF THE CENTER OF A DRIVE LEADING
 FF2116'INTO A FARM HOME, 25 FEET SOUTHEAST OF A FENCE CORNER POST, AND
 FF2116'23 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A SMALL
 FF2116'GRANARY.  THE DISK IS AN UNDERGROUND MARK, BEING 15 INCHES
 FF2116'BELOW THE SURFACE, AND IS STAMPED POIN 1954.
 FF2116'
 FF2116'R.M. NO. 1 IS IN THE SOUTHEAST CORNER OF THE YARD OF THE FARM
 FF2116'HOME, 43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 FF2116'AND 11 FEET WEST OF THE CENTER OF A GATE LEADING INTO A CULTIVATED
 FF2116'FIELD.  IT IS STAMPED POIN NO 1 1954 AND PROJECTS 4 INCHES.
 FF2116'
 FF2116'R.M. NO. 2 IS IN THE NORTHWEST CORNER OF THE YARD, 43 FEET
 FF2116'NORTHWEST OF THE NORTHWEST CORNER OF THE FARM HOME, 12.5 FEET
 FF2116'SOUTH OF A FENCE CORNER POST, AND 1 FOOT EAST OF A FENCE.
 FF2116'IT IS STAMPED POIN NO 2 1954 AND PROJECTS 4 INCHES.
 FF2116'
 FF2116'THE AZIMUTH MARK IS IN THE NOTHWEST HEADWALL OF A CONCRETE
 FF2116'BRIDGE, 12 FEET NORTH OF THE CENTER OF STATE ROAD 14.  IT IS
 FF2116'SET FLUSH IN A DRILL HOLE IN THE CONCRETE AND IS STAMPED POIN
 FF2116'1954.
 FF2116'
 FF2116'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 FF2116'OF WEONA GO WEST ON STATE ROAD 14 FOR 0.1 MILE TO THE WEST
 FF2116'END OF A CONCRETE BRIDGE, (AZIMUTH MARK IS IN THE BASE OF
 FF2116'THE NORTHWEST HEADWALL AS DESCRIBED), CONTINUE AHEAD, WEST, ON
 FF2116'STATE ROAD 14 FOR 0.3 MILE TO A POINT WHERE THE MACADAM ROAD
 FF2116'MAKES A WIDE SWEEPING CURVE TO THE RIGHT AND A GRAVELED
 FF2116'ROAD BEARS AHEAD TO THE WEST, TAKE THE GRAVELED ROAD FOR 0.05
 FF2116'MILE TO A DRIVEWAY ON THE LEFT AT A FARM HOME AND THE STATION
 FF2116'AS DESCRIBED.
 FF2116'
 FF2116'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF2116
 FF2116                          STATION RECOVERY (1979)
 FF2116
 FF2116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (LMT)
 FF2116'DIDNT DUG FOR MAYBE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1852 ***********************************************************************
 FF1852  DESIGNATION -  POINT
 FF1852  PID         -  FF1852
 FF1852  STATE/COUNTY-  AR/WHITE
 FF1852  USGS QUAD   -  WEST POINT (1994)
 FF1852
 FF1852                         *CURRENT SURVEY CONTROL
 FF1852  ___________________________________________________________________
 FF1852* NAD 83(1997)-  35 12 02.01690(N)    091 35 56.74234(W)     ADJUSTED  
 FF1852* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 FF1852  ___________________________________________________________________
 FF1852  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FF1852  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1852
 FF1852  HORZ ORDER  -  THIRD
 FF1852
 FF1852.The horizontal coordinates were established by classical geodetic methods
 FF1852.and adjusted by the National Geodetic Survey in September 1999..
 FF1852
 FF1852.The orthometric height was scaled from a topographic map.
 FF1852
 FF1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1852
 FF1852.The geoid height was determined by GEOID03.
 FF1852
 FF1852;                    North         East     Units Scale Factor Converg.
 FF1852;SPC AR N     -    96,285.737   436,506.726   MT  0.99995822   +0 13 59.8
 FF1852;SPC AR N     -   315,897.46  1,432,105.82   sFT  0.99995822   +0 13 59.8
 FF1852;UTM  15      - 3,896,183.599   627,526.489   MT  0.99980043   +0 48 27.5
 FF1852
 FF1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1852!SPC AR N     -   0.99999345  x   0.99995822  =   0.99995167
 FF1852!UTM  15      -   0.99999345  x   0.99980043  =   0.99979388
 FF1852
 FF1852:                Primary Azimuth Mark                     Grid Az
 FF1852:SPC AR N     -  POINT AZ MK                              182 52 43.2
 FF1852:UTM  15      -  POINT AZ MK                              182 18 15.5
 FF1852
 FF1852|---------------------------------------------------------------------|
 FF1852| PID    Reference Object                     Distance      Geod. Az  |
 FF1852|                                                           dddmmss.s |
 FF1852| CI2010 POINT AZ MK                                        1830643.0 |
 FF1852| CI2011 POINT RM 1                                         21625     |
 FF1852| CI2012 POINT RM 2                                         31552     |
 FF1852|---------------------------------------------------------------------|
 FF1852
 FF1852                          SUPERSEDED SURVEY CONTROL
 FF1852
 FF1852  NAD 83(1986)-  35 12 02.02410(N)    091 35 56.74140(W) AD(       ) 3
 FF1852  NAD 27      -  35 12 01.71960(N)    091 35 56.26300(W) AD(       ) 3
 FF1852
 FF1852.Superseded values are not recommended for survey control.
 FF1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1852.See file dsdata.txt to determine how the superseded data were derived.
 FF1852
 FF1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2752696184(NAD 83)
 FF1852_MARKER: DS = TRIANGULATION STATION DISK
 FF1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1852
 FF1852  HISTORY     - Date     Condition        Report By
 FF1852  HISTORY     - 1954     MONUMENTED       CGS
 FF1852  HISTORY     - 1967     GOOD             CGS
 FF1852
 FF1852                          STATION DESCRIPTION
 FF1852
 FF1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1852'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE SMALL VILLAGE
 FF1852'OF WEST POINT, 0.25 MILE SOUTH OF THE LITTLE RED RIVER, AND IN
 FF1852'THE NORTHWEST CORNER OF THE WEST POINT CONSOLITATED SCHOOL
 FF1852'YARD.  IT IS 84 FEET EAST OF THE CENTER OF A DIRT ROAD, 54 FEET
 FF1852'EAST OF THE SOUTHWEST CORNER OF AN OUTHOUSE, 40 FEET WEST
 FF1852'OF THE NORTHWEST CORNER OF A CHICKEN COOP AND 24 FEET NORTHWEST
 FF1852'OF A WHITE 4 IN X 4 IN WITNESS POST.
 FF1852'
 FF1852'TO REACH THE STATION FROM THE POST OFFICE IN WEST POINT, GO
 FF1852'SOUTHEASTERLY ON STATE HIGHWAY 36 FOR 0.9 MILE TO THE SCHOOL ON
 FF1852'THE RIGHT AND THE STATION AS DESCRIBED.
 FF1852'
 FF1852'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 FF1852'NARROW DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 FF1852'AS DESCRIBED BELOW.
 FF1852'
 FF1852'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 FF1852'THE DISK IS STAMPED POINT 1954.
 FF1852'
 FF1852'REFERENCE MARK 1 IS 30 FEET EAST OF THE CENTER OF THE ROAD AND
 FF1852'24 FEET SOUTH-SOUTHEAST OF AN 18-INCH OAK TREE.  THE MARK
 FF1852'PROJECTS 3 INCHES AND THE DISK IS STAMPED POINT NO 1 1954.
 FF1852'
 FF1852'REFERENCE MARK 2 IS 45 FEET NORTH OF THE NORTHEAST CORNER OF
 FF1852'THE OUTHOUSE, 27 FEET EAST OF THE CENTER OF THE ROAD AND 4
 FF1852'FEET SOUTH OF A 12-INCH OAK TREE.  THE MARK PROJECTS 7 INCHES
 FF1852'AND THE DISK IS STAMPED POINT NO 2 1954.
 FF1852'
 FF1852'THE AZIMUTH MARK IS 54 FEET SOUTH OF THE CENTER OF THE DIRT ROAD,
 FF1852'50 FEET NORTH OF A DIRT DIKE AND 2 FEET EAST OF A WHITE
 FF1852'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 FF1852'DISK IS STAMPED POINT 1954.
 FF1852'
 FF1852'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF1852
 FF1852                          STATION RECOVERY (1967)
 FF1852
 FF1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1852'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FF1852'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1852'
 FF1852'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE SMALL VILLAGE
 FF1852'OF WEST POINT AND IN THE SOUTH PART OF THE SCHOOL YARD.
 FF1852'
 FF1852'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 323 IN THE
 FF1852'WEST EDGE OF WEST POINT, GO EASTERLY ON STATE HIGHWAY 36 FOR
 FF1852'1.2 MILES TO A SIDE ROAD RIGHT AT THE WEST POINT SCHOOL.  TURN
 FF1852'RIGHT AND GO SOUTH ON PAVED AND THEN DIRT ROAD FOR 0.2 MILE TO
 FF1852'A SIDE ROAD RIGHT AND THE STATION ON THE LEFT.  TO REACH THE
 FF1852'AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT ROAD FOR 0.2
 FF1852'MILE TO THE MARK ON THE LEFT.
 FF1852'
 FF1852'STATION MARK IS A STANDARD DISK, STAMPED POINT 1954, SET IN THE
 FF1852'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 FF1852'IT IS 265 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL
 FF1852'GARAGE, 84 FEET EAST OF THE CENTER OF THE DIRT ROAD, 70 FEET
 FF1852'SOUTH OF THE EXTENDED CENTER OF A ROAD LEADING WEST AND IN
 FF1852'THE SOUTH PART OF THE SCHOOL YARD.
 FF1852'
 FF1852'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POINT NO 1 1954,
 FF1852'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 FF1852'IT IS 30 FEET EAST OF THE CENTER OF THE DIRT ROAD, 24 FEET
 FF1852'SOUTH-SOUTHEAST OF A 20 INCH OAK TREE, 7 FEET EAST OF A FENCE
 FF1852'CORNER, 2 FEET NORTH OF A FENCE AND 2.5 FEET WEST OF A METAL
 FF1852'WITNESS POST.
 FF1852'
 FF1852'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POINT NO 2 1954,
 FF1852'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES.
 FF1852'IT IS 214 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FF1852'GARAGE, 27 FEET EAST OF THE CENTER OF THE DIRT ROAD, 18 FEET
 FF1852'SOUTH OF THE EXTENDED CENTER OF THE ROAD LEADING WEST AND 4
 FF1852'FEET SOUTH OF A 16 INCH OAK TREE.
 FF1852'
 FF1852'AZIMUTH MARK IS A STANDARD DISK, STAMPED POINT 1954, SET IN
 FF1852'THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS
 FF1852'54 FEET NORTH OF A DIRT DIKE, 50 FEET EAST OF THE CENTER OF THE
 FF1852'DIRT ROAD, 13 FEET EAST OF A FENCE, 1 FOOT WEST OF A METAL
 FF1852'WITNESS POST AND IN THE SOUTHWEST CORNER OF A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1791 ***********************************************************************
 FG1791  DESIGNATION -  POINT PETER
 FG1791  PID         -  FG1791
 FG1791  STATE/COUNTY-  AR/SEARCY
 FG1791  USGS QUAD   -  SNOWBALL (1980)
 FG1791
 FG1791                         *CURRENT SURVEY CONTROL
 FG1791  ___________________________________________________________________
 FG1791* NAD 83(1997)-  35 55 59.09859(N)    092 52 10.10805(W)     ADJUSTED  
 FG1791* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 FG1791  ___________________________________________________________________
 FG1791  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FG1791  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FG1791
 FG1791  HORZ ORDER  -  FIRST
 FG1791
 FG1791.The horizontal coordinates were established by classical geodetic methods
 FG1791.and adjusted by the National Geodetic Survey in September 1999..
 FG1791
 FG1791.The orthometric height was scaled from a topographic map.
 FG1791
 FG1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1791
 FG1791.The geoid height was determined by GEOID03.
 FG1791
 FG1791;                    North         East     Units Scale Factor Converg.
 FG1791;SPC AR N     -   177,827.291   321,543.397   MT  0.99995442   -0 30 21.4
 FG1791;SPC AR N     -   583,421.70  1,054,930.29   sFT  0.99995442   -0 30 21.4
 FG1791;UTM  15      - 3,976,534.285   511,773.890   MT  0.99960171   +0 04 35.8
 FG1791
 FG1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1791!SPC AR N     -   0.99991307  x   0.99995442  =   0.99986749
 FG1791!UTM  15      -   0.99991307  x   0.99960171  =   0.99951481
 FG1791
 FG1791|---------------------------------------------------------------------|
 FG1791| PID    Reference Object                     Distance      Geod. Az  |
 FG1791|                                                           dddmmss.s |
 FG1791| CI2013 POINT PETER RM 1                     21.571 METERS 04816     |
 FG1791| CI2014 POINT PETER RM 2                     15.497 METERS 12220     |
 FG1791| FG1794 ROUND HILL LOOKOUT TOWER            APPROX.12.0 KM 2120231.4 |
 FG1791| GF0809 BOAT RM 3                           APPROX.24.6 KM 3233552.1 |
 FG1791|---------------------------------------------------------------------|
 FG1791
 FG1791                          SUPERSEDED SURVEY CONTROL
 FG1791
 FG1791  NAD 83(1986)-  35 55 59.10993(N)    092 52 10.10954(W) AD(       ) 1
 FG1791  NAD 27      -  35 55 58.83400(N)    092 52 09.50800(W) AD(       ) 1
 FG1791
 FG1791.Superseded values are not recommended for survey control.
 FG1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1791.See file dsdata.txt to determine how the superseded data were derived.
 FG1791
 FG1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1177476534(NAD 83)
 FG1791_MARKER: DS = TRIANGULATION STATION DISK
 FG1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1791_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1791
 FG1791  HISTORY     - Date     Condition        Report By
 FG1791  HISTORY     - 1953     MONUMENTED       CGS
 FG1791
 FG1791                          STATION DESCRIPTION
 FG1791
 FG1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1791'THE STATION IS IN SEC. 23, T 15 N, R 18 W, ON THE NORTHERN
 FG1791'TIP OF ROLLINS MOUNTAIN, ON A POINT LOCALLY KNOWN AS POINT
 FG1791'PETER, 2-1/2 MILES NORTHWEST OF SNOWBALL, 20 FEET WEST OF
 FG1791'A TRIANGULAR BLAZED 8 INCH OAK TREE, AND 6 FEET SOUTHWEST
 FG1791'OF A ROUND WITNESS POST.
 FG1791'
 FG1791'TO REACH THE STATION FROM THE POST OFFICE IN SNOWBALL GO NORTH
 FG1791'ON THE MAIN ROAD FOR 50 YARDS TO A SIDE-ROAD ON THE LEFT,
 FG1791'TURN LEFT AND GO WEST ON THE MAIN TRAVELED ROAD FOR 0.25 MILE
 FG1791'TO THE SNOWBALL HIGH SCHOOL ON THE RIGHT, CONTINUE WESTERLY
 FG1791'ON THE MAIN ROAD FOR 2.8 MILES TO A CROSSING WOODS-ROAD
 FG1791'ON THE TOP OF ROLLINS MOUNTAIN, TURN RIGHT AND FOLLOW WOODS-ROAD
 FG1791'NORTHERLY FOR 0.5 MILE TO A FORKS JUST AFTER PASSING AN OLD
 FG1791'STONE FOUNDATION ON THE LEFT, TAKE LEFT FORK AND GO WESTERLY
 FG1791'FOR 0.2 MILE TO A POINT WHERE A POWER LINE GOES DOWN THE
 FG1791'WEST SIDE OF THE MOUNTAIN, HERE TURN RIGHT AND FOLLOW A
 FG1791'WOODS-TRAIL NORTHERLY FOR 0.5 MILE TO THE STATION MARK ON
 FG1791'THE LEFT AS DESCRIBED.
 FG1791'
 FG1791'REFERENCE MARK NO. 1 IS 64 FEET NORTHEAST OF THE WITNESS POST.
 FG1791'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED POINT PETER
 FG1791'NO 1 1953.
 FG1791'
 FG1791'REFERENCE MARK NO. 2 IS 47 FEET SOUTHEAST OF THE WITNESS POST.
 FG1791'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED POINT
 FG1791'PETER NO 2 1953.
 FG1791'
 FG1791'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 FG1791'
 FG1791'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1711 ***********************************************************************
 FG1711  DESIGNATION -  POINT PISGAH
 FG1711  PID         -  FG1711
 FG1711  STATE/COUNTY-  AR/FAULKNER
 FG1711  USGS QUAD   -  GREENBRIER (1994)
 FG1711
 FG1711                         *CURRENT SURVEY CONTROL
 FG1711  ___________________________________________________________________
 FG1711* NAD 83(1997)-  35 07 33.12418(N)    092 29 16.84880(W)     ADJUSTED  
 FG1711* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 FG1711  ___________________________________________________________________
 FG1711  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 FG1711  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG1711
 FG1711  HORZ ORDER  -  FIRST
 FG1711
 FG1711.The horizontal coordinates were established by classical geodetic methods
 FG1711.and adjusted by the National Geodetic Survey in September 1999..
 FG1711
 FG1711.The orthometric height was scaled from a topographic map.
 FG1711
 FG1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1711
 FG1711.The geoid height was determined by GEOID03.
 FG1711
 FG1711;                    North         East     Units Scale Factor Converg.
 FG1711;SPC AR N     -    88,035.309   355,520.080   MT  0.99996773   -0 17 02.3
 FG1711;SPC AR N     -   288,829.18  1,166,402.13   sFT  0.99996773   -0 17 02.3
 FG1711;UTM  15      - 3,887,121.395   546,648.167   MT  0.99962682   +0 17 40.5
 FG1711
 FG1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1711!SPC AR N     -   0.99997537  x   0.99996773  =   0.99994311
 FG1711!UTM  15      -   0.99997537  x   0.99962682  =   0.99960220
 FG1711
 FG1711|---------------------------------------------------------------------|
 FG1711| PID    Reference Object                     Distance      Geod. Az  |
 FG1711|                                                           dddmmss.s |
 FG1711| CI2017 POINT PISGAH RM 1                    32.193 METERS 08704     |
 FG1711| CI2015 POINT PISGAH AZ MK                                 1803610.0 |
 FG1711| CI2016 POINT PISGAH AZ MK RESET                           1835550.6 |
 FG1711| CI2018 POINT PISGAH RM 2                    19.235 METERS 31927     |
 FG1711|---------------------------------------------------------------------|
 FG1711
 FG1711                          SUPERSEDED SURVEY CONTROL
 FG1711
 FG1711  NAD 83(1986)-  35 07 33.14107(N)    092 29 16.83961(W) AD(       ) 1
 FG1711  NAD 27      -  35 07 32.83600(N)    092 29 16.26800(W) AD(       ) 1
 FG1711
 FG1711.Superseded values are not recommended for survey control.
 FG1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1711.See file dsdata.txt to determine how the superseded data were derived.
 FG1711
 FG1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4664887121(NAD 83)
 FG1711_MARKER: DS = TRIANGULATION STATION DISK
 FG1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1711
 FG1711  HISTORY     - Date     Condition        Report By
 FG1711  HISTORY     - 1940     MONUMENTED       CGS
 FG1711  HISTORY     - 1954     GOOD             CGS
 FG1711  HISTORY     - 1962     GOOD             CGS
 FG1711  HISTORY     - 1967     GOOD             CGS
 FG1711  HISTORY     - 20030110 GOOD             INDIV
 FG1711
 FG1711                          STATION DESCRIPTION
 FG1711
 FG1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1711'STATION IS ABOUT 4 MILES NW OF CONWAY ON SUMMIT OF A PROMINENT
 FG1711'WOODED HILL NEAR A STATE FOREST SERVICE LOOKOUT TOWER ON
 FG1711'LAND OWNED BY THE STATE OF ARKANSAS.
 FG1711'
 FG1711'THE SURFACE MARK IS 117 FEET W OF CENTER OF LOOKOUT TOWER,
 FG1711'11.2 FEET E OF TRIANGLE BLAZE IN TREE.  THE MARK IS A STANDARD
 FG1711'DISK SET IN THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.
 FG1711'IT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND, STAMPED
 FG1711'POINT PISGAH 1940.
 FG1711'
 FG1711'THE UNDERGROUND MARK IS A BLOCK OF CONCRETE 3 FEET BELOW THE
 FG1711'GROUND CONTAINING AT THE CENTER OF ITS UPPER SURFACE A STANDARD
 FG1711'DISK STATION MARK.
 FG1711'
 FG1711'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN TOP OF SW CONCRETE
 FG1711'BASE PIER OF TOWER, 3 FEET HIGHER THAN STATION, STAMPED POINT
 FG1711'PISGAH NO. 1 1940.
 FG1711'
 FG1711'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 FG1711'IN A BOULDER.  IT IS 6 INCHES S OF FENCE, STAMPED POINT PISGAH
 FG1711'NO. 2 1940.
 FG1711'
 FG1711'THE AZIMUTH MARK IS A STANDARD DISK REFERENCE MARK SET AT THE
 FG1711'CENTER OF THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.
 FG1711'
 FG1711'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 65,
 FG1711'JUST N OF CONWAY GO N 0.85 MILE ON U.S. HIGHWAY 65 TO A GRADED
 FG1711'DIRT ROAD LEADING LEFT AT WHITE HOUSE WHICH IS ON THE LEFT, TURN
 FG1711'LEFT (W) AND FOLLOW MAIN ROAD 2.3 MILES TO TOP OF HILL AT LOOKOUT
 FG1711'TOWER AND STATION.
 FG1711'
 FG1711'TO REACH THE AZIMUTH MARK GO W ON U.S. HIGHWAY 64 FROM JUNCTION
 FG1711'OF U.S. HIGHWAYS 64 AND 65 N OF CONWAY 2.5 MILES, MARK IS ON
 FG1711'RIGHT ABOUT 50 YARDS NE OF WHITE HOUSE ON S SIDE OF HIGHWAY 64,
 FG1711'28 FEET N OF CENTER LINE OF HIGHWAY 64, 6 INCHES S OF FENCE
 FG1711'LINE, 2.5 FEET W OF WHITE WITNESS POST, STAMPED POINT PISGAH
 FG1711'1940.
 FG1711'
 FG1711'A 37-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION.
 FG1711
 FG1711                          STATION RECOVERY (1954)
 FG1711
 FG1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1711'THE STATION AND BOTH REFERENCES MARKS WERE RECOVERED AS DESCRIBED
 FG1711'IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND, A NEW
 FG1711'AZIMUTH WAS ESTABLISH BY THIS PARTY.  A COMPLETE NEW DESCRIPTION
 FG1711'FOLLOWS-
 FG1711'
 FG1711'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH PROMINENT WOODED
 FG1711'HILL AND 4 MILES NORTHWEST OF CONWAY AND 0.9 MILE NORTH OF
 FG1711'U.S. HIGHWAY 64.  IT IS 8 FEET WEST OF A WHITE 4 IN X 4 IN
 FG1711'WITNESS POST.
 FG1711'
 FG1711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FG1711'STATE HIGHWAY 25, 2.5 MILES NORTH OF CONWAY, GO NORTHERLY ON
 FG1711'STATE HIGHWAY 25 FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT, TURN
 FG1711'LEFT AND GO WESTERLY ON A DIRT ROAD FOR 1.15 MILES TO A ROAD
 FG1711'FORK, CONTINUE ON THE RIGHT ROAD (STEEP AND ROCKY) FOR 0.3 MILE
 FG1711'TO ANOTHER ROAD FORK, CONTINUE STRAIGHT AHEAD ON THE LEFT
 FG1711'ROAD FOR 0.95 MILE TO THE TOP OF KNOLL AND STATION AS
 FG1711'DESCRIBED.
 FG1711'
 FG1711'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 FG1711'25 AND U.S. HIGHWAY 64, GO WESTERLY ON U.S. HIGHWAY 64 FOR 2.5
 FG1711'MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 FG1711'
 FG1711'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1711'POINT PISGAH 1940.
 FG1711'
 FG1711'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 FG1711'SMALL BOULDER.  THE MARK PROJECTS ABOUT 1 FOOT ABOVE THE
 FG1711'SURFACE OF THE GROUND AND THE DISK IS STAMPED POINT PISGAH NO
 FG1711'2 1940.
 FG1711'
 FG1711'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 FG1711'SOUTHWEST ONE OF FOUR CONCRETE PIERS THAT USED TO BE A LOOKOUT
 FG1711'TOWER.  THE PIER PROJECTS ABOUT 3 FEET AND THE DISK IS STAMPED
 FG1711'POINT PISGAH NO 1 1940.
 FG1711'
 FG1711'THE AZIMUTH MARK IS 62 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FG1711'45 FEET EAST-SOUTHEAST OF A POWERLINE POLE, 18 FEET EAST OF
 FG1711'THE CENTER OF A DIRT ROAD, AND 3 FEET EAST OF A WHITE
 FG1711'4 IN X 4 IN WITNESS POST AND A FENCE CORNER.  THE MARK PROJECTS
 FG1711'3 INCHES AND THE DISK IS STAMPED POINT PISGAH 1940 RESET 1954.
 FG1711'
 FG1711'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 1 METER.
 FG1711
 FG1711                          STATION RECOVERY (1962)
 FG1711
 FG1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1711'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 FG1711'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FG1711'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WAS VERIFIED.
 FG1711'THE DISTANCE TO REFERENCE MARK NO. 2 MISSED THE 1940 AND 1954
 FG1711'MEASUREMENT BY 0.21 FOOT.  THE DIRECTION TO REFERENCE MARK NO. 2
 FG1711'VERIFIED THE 1940 DIRECTION, BUT MISSED THE 1954 DIRECTION
 FG1711'BY 2 MINUTES 20 SECONDS.  THE AZIMUTH MARK MISSED THE 1954
 FG1711'DIRECTION BY 58.7 SECONDS.
 FG1711'
 FG1711'FOLLOWING IS A COMPLETE DESCRIPTION,
 FG1711'
 FG1711'THE STATION IS 4 MILES SOUTHWEST OF MENIFEE AND 3 MILES NORTHWEST
 FG1711'OF CONWAY, ON THE SUMMIT OF A HIGH PROMINENT TIMBERED HILL.
 FG1711'
 FG1711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND
 FG1711'65 AT THE NORTH EDGE OF CONWAY, GO WESTERLY ON HIGHWAY 64 FOR 0.6
 FG1711'MILE TO THE JUNCTION WITH STATE HIGHWAY 25.  TURN RIGHT
 FG1711'AND GO NORTH ON HIGHWAY 25 FOR 0.85 MILE TO A SIDE ROAD LEFT.
 FG1711'TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 0.7 MILE TO A ROAD
 FG1711'FORK.  BEAR LEFT AND CONTINUE WEST ON A GRAVEL ROAD FOR 0.4
 FG1711'MILE TO A ROAD FORK.  BEAR RIGHT, UP-HILL ON A GRAVEL ROAD FOR
 FG1711'0.25 MILE TO A ROAD FORK.  BEAR LEFT AND CONTINUE WESTERLY ON
 FG1711'A TRACK ROAD FOR 0.95 MILE TO THE TOP OF THE HILL AND THE
 FG1711'STATION 105 FEET WEST OF THE SOUTHWEST CORNER OF AN OLD FIRE
 FG1711'TOWER FOUNDATION.
 FG1711'
 FG1711'STATION MARK, A STANDARD DISK STAMPED POINT PISGAH 1940, IS
 FG1711'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 FG1711'IS 51 FEET WEST OF A 18 INCH OAK TREE AND 3 FEET NORTHEAST OF
 FG1711'A METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 FG1711'
 FG1711'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED POINT PISGAH NO 1
 FG1711'1940, IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 FG1711'THE CONCRETE FOUNDATION OF THE OLD FIRE TOWER.  IT IS 10.5
 FG1711'FEET SOUTHEAST OF A OAK TREE 18 INCHES IN DIAMETER.
 FG1711'
 FG1711'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED POINT PISGAH
 FG1711'NO 2 1940, IS CEMENTED IN A DRILL HOLE IN A BOULDER 18 INCHES
 FG1711'IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 63 FEET NORTH OF A
 FG1711'METAL WITNESS POST.
 FG1711'
 FG1711'AZIMUTH MARK, A STANDARD DISK STAMPED POINT PISGAH 1940 RESET
 FG1711'1954, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FG1711'IT IS 62 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 64, 22
 FG1711'FEET EAST OF THE CENTER OF A DIRT ROAD, 1 FOOT NORTHWEST OF
 FG1711'A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 FG1711'
 FG1711'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 FG1711'64 AND STATE HIGHWAY 25 AT THE NORTH EDGE OF CONWAY, GO WESTERLY
 FG1711'ON HIGHWAY 64 FOR 2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FG1711'NORTH SIDE OF THE HIGHWAY.
 FG1711'
 FG1711'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FG1711'
 FG1711'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FG1711
 FG1711                          STATION RECOVERY (1967)
 FG1711
 FG1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1711'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 FG1711'DESCRIBED BY J.K. RICHARDS IN 1962.
 FG1711
 FG1711                          STATION RECOVERY (2003)
 FG1711
 FG1711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MLM)
 FG1711'REFERENCE MARK NO. 1 IS NO LONGER AFFIXED TO THE SOUTHWEST CONCRETE
 FG1711'FOUNDATION OF THE OLD FIRE TOWER.  REFERENCE MARK. NO. 2 IS NOT FOUND.
 FG1711' 
 FG1711'THE METAL WITNESS POST IS INTACT, IN FAIR CONDITION.  THE WESTERLY
 FG1711'TRACK ROAD DESCRIBED IN 1962 IS ABANDONED AND IMPASSABLE.  STATION IS
 FG1711'REACHED BY FOOT OVER PRIVATE PROPERTY WITH OWNER'S PERMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1433 ***********************************************************************
 DL1433  DESIGNATION -  POISON SPRINGS LOT
 DL1433  PID         -  DL1433
 DL1433  STATE/COUNTY-  AR/OUACHITA
 DL1433  USGS QUAD   -  CHIDESTER (1973)
 DL1433
 DL1433                         *CURRENT SURVEY CONTROL
 DL1433  ___________________________________________________________________
 DL1433* NAD 83(1997)-  33 39 00.99419(N)    093 01 31.67821(W)     ADJUSTED  
 DL1433* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 DL1433  ___________________________________________________________________
 DL1433  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DL1433  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL1433
 DL1433  HORZ ORDER  -  SECOND
 DL1433
 DL1433.The horizontal coordinates were established by classical geodetic methods
 DL1433.and adjusted by the National Geodetic Survey in September 1999..
 DL1433
 DL1433.The orthometric height was scaled from a topographic map.
 DL1433
 DL1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1433
 DL1433.The geoid height was determined by GEOID03.
 DL1433
 DL1433;                    North         East     Units Scale Factor Converg.
 DL1433;SPC AR S     -   509,570.943   304,883.275   MT  0.99994080   -0 34 26.2
 DL1433;SPC AR S     - 1,671,817.34  1,000,271.21   sFT  0.99994080   -0 34 26.2
 DL1433;UTM  15      - 3,723,380.685   497,638.661   MT  0.99960007   -0 00 50.8
 DL1433
 DL1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1433!SPC AR S     -   0.99999222  x   0.99994080  =   0.99993302
 DL1433!UTM  15      -   0.99999222  x   0.99960007  =   0.99959230
 DL1433
 DL1433                          SUPERSEDED SURVEY CONTROL
 DL1433
 DL1433  NAD 83(1997)-  33 39 01.00306(N)    093 01 31.67051(W) AD(       ) 2
 DL1433  NAD 83(1986)-  33 39 01.00523(N)    093 01 31.66948(W) AD(       ) 2
 DL1433  NAD 27      -  33 39 00.60400(N)    093 01 31.07700(W) AD(       ) 2
 DL1433
 DL1433.Superseded values are not recommended for survey control.
 DL1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1433.See file dsdata.txt to determine how the superseded data were derived.
 DL1433
 DL1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9763923381(NAD 83)
 DL1433_MARKER: 57 = LOOKOUT TOWER
 DL1433
 DL1433  HISTORY     - Date     Condition        Report By
 DL1433  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1433  HISTORY     - 1942     GOOD             CGS
 DL1433  HISTORY     - 1942     GOOD             CGS
 DL1433
 DL1433                          STATION DESCRIPTION
 DL1433
 DL1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1433'THIS STATION IS A LOOKOUT TOWER OF THE ARKANSAS FORESTRY
 DL1433'COMMISSION, LOCATED ABOUT 8 MILES N OF CAMDEN.
 DL1433'
 DL1433'THE TOWER IS OF ALL STEEL CONSTRUCTION AND HAS AN ENCLOSED
 DL1433'CABIN AT THE TOP.  THE TOWER IS 100 FEET HIGH.
 DL1433
 DL1433                          STATION RECOVERY (1942)
 DL1433
 DL1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1433'STATION IS 11-1/2 MILES, AIR LINE, WNW OF CAMDEN INSTEAD OF
 DL1433'8 MILES N AS DESCRIBED.  ALSO, ACCORDING TO THE RANGER ON DUTY
 DL1433'THE NAME SPRINGS IS USED INSTEAD OF SPRING.
 DL1433'
 DL1433'THIS STATION WAS MARKED AND USED AS A FIRST-ORDER UNOCCUPIED
 DL1433'CENTRAL POINT STATION IN 1942.
 DL1433
 DL1433                          STATION RECOVERY (1942)
 DL1433
 DL1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1433'STATION IS ABOUT 3.5 MILES S OF CHIDESTER, NEAR THE S LINE OF
 DL1433'THE NE 1/4 OF SEC.35, T. 12 S, R. 18 W.  IT IS A LOOKOUT
 DL1433'TOWER OF THE ARKANSAS FORESTRY COMMISSION, NO. 2 UNITE 9.
 DL1433'
 DL1433'THE TOWER IS ABOUT 100 FEET HIGH, IS OF ALL STEEL CONSTRUCTION,
 DL1433'AND HAS AN ENCLOSED CABIN AT THE TOP.
 DL1433'
 DL1433'AN UNDERGROUND AND A SURFACE MARK WERE ESTABLISHED, CAREFULLY
 DL1433'PROJECTED FROM THE APEX OF THE ROOF OF THE LOOKOUT TOWER.
 DL1433'THE UNDERGROUND MARK IS STAMPED POISON SPRING - 1942 AND THE
 DL1433'SURFACE MARK IS STAMPED POISON SPRING L.O.T. (AFC) 1942 AND
 DL1433'PROJECTS ABOUT 4 INCHES.  THE STATION WAS NOT OCCUPIED,
 DL1433'ECCENTRIC LIGHTS BEING SHOWN FROM A BOARD BENEATH THE CABIN.
 DL1433'
 DL1433'THIS LOOKOUT TOWER WAS LOCATED AS AN INTERSECTION STATION
 DL1433'IN 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1946 ***********************************************************************
 FF1946  DESIGNATION -  POKER
 FF1946  PID         -  FF1946
 FF1946  STATE/COUNTY-  AR/CRITTENDEN
 FF1946  USGS QUAD   -  JERICHO (1993)
 FF1946
 FF1946                         *CURRENT SURVEY CONTROL
 FF1946  ___________________________________________________________________
 FF1946* NAD 83(1997)-  35 19 37.26195(N)    090 08 19.32699(W)     ADJUSTED  
 FF1946* NAVD 88     -        75.6    (meters)     248.     (feet)  VERTCON   
 FF1946  ___________________________________________________________________
 FF1946  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FF1946  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF1946
 FF1946  HORZ ORDER  -  FIRST
 FF1946
 FF1946.The horizontal coordinates were established by classical geodetic methods
 FF1946.and adjusted by the National Geodetic Survey in September 1999..
 FF1946
 FF1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1946
 FF1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1946
 FF1946.The geoid height was determined by GEOID03.
 FF1946
 FF1946;                    North         East     Units Scale Factor Converg.
 FF1946;SPC AR N     -   111,839.993   569,216.500   MT  0.99994596   +1 04 59.1
 FF1946;SPC AR N     -   366,928.38  1,867,504.47   sFT  0.99994596   +1 04 59.1
 FF1946;SPC TN       -   118,204.661   223,811.681   MT  0.99998730   -2 25 22.7
 FF1946;SPC TN       -   387,809.79    734,288.82   sFT  0.99998730   -2 25 22.7
 FF1946;UTM  15      - 3,913,066.160   760,091.264   MT  1.00043375   +1 39 19.6
 FF1946
 FF1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1946!SPC AR N     -   0.99999243  x   0.99994596  =   0.99993839
 FF1946!SPC TN       -   0.99999243  x   0.99998730  =   0.99997973
 FF1946!UTM  15      -   0.99999243  x   1.00043375  =   1.00042618
 FF1946
 FF1946|---------------------------------------------------------------------|
 FF1946| PID    Reference Object                     Distance      Geod. Az  |
 FF1946|                                                           dddmmss.s |
 FF1946| CI5298 POKER RM 1                           26.948 METERS 10122     |
 FF1946| FF1947 POKER AZ MK                         APPROX. 0.7 KM 1890807.7 |
 FF1946| CI5299 POKER RM 2                           20.528 METERS 19408     |
 FF1946| FF1950 CLARKEDALE JERICHO MUN TANK         APPROX. 6.5 KM 2405414.7 |
 FF1946|---------------------------------------------------------------------|
 FF1946
 FF1946                          SUPERSEDED SURVEY CONTROL
 FF1946
 FF1946  NAD 83(1997)-  35 19 37.26223(N)    090 08 19.32686(W) AD(       ) 1
 FF1946  NAD 83(1997)-  35 19 37.27052(N)    090 08 19.32712(W) AD(       ) 1
 FF1946  NAD 83(1986)-  35 19 37.27285(N)    090 08 19.32752(W) AD(       ) 1
 FF1946  NAD 27      -  35 19 36.96170(N)    090 08 18.99371(W) AD(       ) 1
 FF1946  NGVD 29 (07/19/86)   75.6    (m)          248.     (f) VERT ANG       
 FF1946
 FF1946.Superseded values are not recommended for survey control.
 FF1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1946.See file dsdata.txt to determine how the superseded data were derived.
 FF1946
 FF1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6009113066(NAD 83)
 FF1946_MARKER: DS = TRIANGULATION STATION DISK
 FF1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1946
 FF1946  HISTORY     - Date     Condition        Report By
 FF1946  HISTORY     - 1979     MONUMENTED       NGS
 FF1946
 FF1946                          STATION DESCRIPTION
 FF1946
 FF1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1946'THE STATION IS LOCATED ABOUT 20.12 KILOMETERS (12-1/2 MI.)
 FF1946'NORTH-NORTHEAST OF WEST MEMPHIS, 12.07 KILOMETERS
 FF1946'(7-1/2 MI.) EAST-SOUTHEAST OF TURRELL AND ATOP THE
 FF1946'WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED
 FF1946'FROM ST. FRANCIS LEVEE DISTRICT, MR. B.B. FAIR, CHIEF ENGINEER,
 FF1946'P.O. BOX 308, WEST MEMPHIS, AR. 72301.  TELEPHONE 735-1062.
 FF1946'
 FF1946'TO REACH THE STATION FROM THE POST OFFICE IN CLARKEDALE, AT
 FF1946'THE JUNCTION OF STATE HIGHWAYS 50 AND 77, GO EAST ON A PAVED
 FF1946'ROAD, CROSSING A RAILROAD TRACK, FOR 3.3 MILES (5.31 KM.) TO
 FF1946'WHERE THE PAVED ROAD TURNS LEFT AND A GRAVEL ROAD AHEAD.
 FF1946'CONTINUE EAST, STRAIGHT AHEAD ON A GRAVEL ROAD FOR 1.35 MILES (2.
 FF1946'(2.17 KM.) TO THE TOP OF A LEVEE AND A GATE ON THE LEFT.  TURN
 FF1946'LEFT, PASS THROUGH THE GATE AND GO NORTH ALONG THE TOP OF THE
 FF1946'LEVEE FOR 1.45 MILES (2.33 KM.) TO THE AZIMUTH MARK ON THE LEFT.
 FF1946'CONTINUE NORTH ON THE LEVEE FOR 0.45 MILE (0.72 KM.) TO
 FF1946'STATION ON THE RIGHT, JUST BEFORE REACHING A LOCKED GATE.
 FF1946'
 FF1946'THE STATION IS A STANDARD NGS DISK
 FF1946'STAMPED---POKER 1979---,
 FF1946'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1946'FLUSH WITH GROUND.  IT IS LOCATED
 FF1946'99.67 METERS SOUTH-SOUTHEAST FROM A METAL GATE,
 FF1946'5.5 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1946'0.9 METER NORTH-NORTHEAST FROM A METAL WITNESS POST.
 FF1946'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF1946'STAMPED---POKER 1979---,
 FF1946'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.1 METERS
 FF1946'BELOW THE GROUND.
 FF1946'
 FF1946'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 FF1946'STAMPED---POKER NO 1 1979---,
 FF1946'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1946'FLUSH WITH GROUND.  IT IS LOCATED
 FF1946'2.0 METERS EAST-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1946'0.7 METER NORTH-NORTHWEST FROM A METAL WITNESS POST.
 FF1946'MARK IS LEVEL WITH STATION.
 FF1946'
 FF1946'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 FF1946'STAMPED---POKER NO 2 1979---,
 FF1946'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1946'FLUSH WITH GROUND.  IT IS LOCATED
 FF1946'3.8 METERS WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1946'0.25 METER EAST FROM A METAL WITNESS POST.
 FF1946'MARK IS BELOW STATION 0.3 METERS.
 FF1946'
 FF1946'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 FF1946'STAMPED---POKER 1979---,
 FF1946'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1946'FLUSH WITH GROUND.  IT IS LOCATED
 FF1946'4.2 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1946'0.45 METERS SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 FF1946'
 FF1946'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1947 ***********************************************************************
 FF1947  DESIGNATION -  POKER AZ MK
 FF1947  PID         -  FF1947
 FF1947  STATE/COUNTY-  AR/CRITTENDEN
 FF1947  USGS QUAD   -  JERICHO (1993)
 FF1947
 FF1947                         *CURRENT SURVEY CONTROL
 FF1947  ___________________________________________________________________
 FF1947* NAD 83(1997)-  35 19 14.35465(N)    090 08 23.82156(W)     ADJUSTED  
 FF1947* NAVD 88     -        75.1    (meters)     246.     (feet)  VERTCON   
 FF1947  ___________________________________________________________________
 FF1947  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FF1947  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1947
 FF1947  HORZ ORDER  -  SECOND
 FF1947
 FF1947.The horizontal coordinates were established by classical geodetic methods
 FF1947.and adjusted by the National Geodetic Survey in September 1999..
 FF1947
 FF1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1947
 FF1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1947
 FF1947.The geoid height was determined by GEOID03.
 FF1947
 FF1947;                    North         East     Units Scale Factor Converg.
 FF1947;SPC AR N     -   111,132.044   569,116.344   MT  0.99994646   +1 04 56.5
 FF1947;SPC AR N     -   364,605.71  1,867,175.87   sFT  0.99994646   +1 04 56.5
 FF1947;SPC TN       -   117,504.133   223,668.413   MT  0.99998828   -2 25 25.3
 FF1947;SPC TN       -   385,511.48    733,818.78   sFT  0.99998828   -2 25 25.3
 FF1947;UTM  15      - 3,912,356.900   759,998.138   MT  1.00043316   +1 39 16.1
 FF1947
 FF1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1947!SPC AR N     -   0.99999251  x   0.99994646  =   0.99993897
 FF1947!SPC TN       -   0.99999251  x   0.99998828  =   0.99998079
 FF1947!UTM  15      -   0.99999251  x   1.00043316  =   1.00042566
 FF1947
 FF1947                          SUPERSEDED SURVEY CONTROL
 FF1947
 FF1947  NAD 83(1997)-  35 19 14.35494(N)    090 08 23.82143(W) AD(       ) 2
 FF1947  NAD 83(1997)-  35 19 14.36323(N)    090 08 23.82174(W) AD(       ) 2
 FF1947  NAD 83(1986)-  35 19 14.36556(N)    090 08 23.82212(W) AD(       ) 2
 FF1947  NAD 27      -  35 19 14.05389(N)    090 08 23.48809(W) AD(       ) 2
 FF1947  NGVD 29 (07/19/86)   75.1    (m)          246.     (f) VERT ANG       
 FF1947
 FF1947.Superseded values are not recommended for survey control.
 FF1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1947.See file dsdata.txt to determine how the superseded data were derived.
 FF1947
 FF1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5999812357(NAD 83)
 FF1947_MARKER: DZ = AZIMUTH MARK DISK
 FF1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1947+STABILITY: SURFACE MOTION
 FF1947
 FF1947  HISTORY     - Date     Condition        Report By
 FF1947  HISTORY     - 1979     MONUMENTED       NGS
 FF1947
 FF1947                          STATION DESCRIPTION
 FF1947
 FF1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1947'THE STATION IS LOCATED ABOUT 20.12 KILOMETERS (12-1/2 MI.)
 FF1947'NORTH-NORTHEAST OF WEST MEMPHIS, 12.07 KILOMETERS (7-1/2 MI.)
 FF1947'EAST-SOUTHEAST OF TURRELL AND ATOP THE WEST LEVEE OF THE
 FF1947'MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM
 FF1947'ST. FRANCIS LEVEE DISTRICT, MR. B.B. FAIR, CHIEF ENGINEER,
 FF1947'P.O. BOX 308, WEST MEMPHIS, ARKANSAS. 72301. TELEPHONE
 FF1947'TELEPHONE 735-1062.
 FF1947'
 FF1947'TO REACH THE STATION FROM THE POST OFFICE IN CLARKEDALE, AT THE
 FF1947'JUNCTION OF STATE HIGHWAYS 50 AND 77, GO EAST ON A PAVED ROAD FOR
 FF1947'3.3 MILES (5.3 KM.) TO WHERE THE PAVED ROAD TURNS LEFT AND A
 FF1947'GRAVEL ROAD AHEAD.  CONTINUE EAST ON THE GRAVEL ROAD FOR 1.35
 FF1947'MILES (2.17 KM.) TO THE TOP OF A LEVEE AND A LOCKED GATE ON THE
 FF1947'LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO NORTH ATOP
 FF1947'THE LEVEE FOR 1.45 MILES (2.33 KM.) TO THE STATION MARK ON THE
 FF1947'LEFT.
 FF1947'
 FF1947'THE STATION IS A STANDARD NGS AZIMUTH  DISK
 FF1947'STAMPED---POKER 1979---,
 FF1947'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1947'FLUSH WITH GROUND.  IT IS LOCATED
 FF1947'4.2 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1947'0.45 METER SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 FF1947'
 FF1947'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET.
 FF1947'
 FF1947'NO UNDERGROUND MARK WAS SET.
 FF1947'
 FF1947'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0872 ***********************************************************************
 GF0872  DESIGNATION -  POLECAT
 GF0872  PID         -  GF0872
 GF0872  STATE/COUNTY-  AR/MADISON
 GF0872  USGS QUAD   -  SANDSTONE MOUNTAIN (1976)
 GF0872
 GF0872                         *CURRENT SURVEY CONTROL
 GF0872  ___________________________________________________________________
 GF0872* NAD 83(1997)-  36 18 03.23980(N)    093 50 26.76372(W)     ADJUSTED  
 GF0872* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 GF0872  ___________________________________________________________________
 GF0872  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GF0872  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GF0872
 GF0872  HORZ ORDER  -  SECOND
 GF0872
 GF0872.The horizontal coordinates were established by classical geodetic methods
 GF0872.and adjusted by the National Geodetic Survey in September 1999..
 GF0872
 GF0872.The orthometric height was scaled from a topographic map.
 GF0872
 GF0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0872
 GF0872.The geoid height was determined by GEOID03.
 GF0872
 GF0872;                    North         East     Units Scale Factor Converg.
 GF0872;SPC AR N     -   219,838.973   234,669.687   MT  1.00001405   -1 04 16.1
 GF0872;SPC AR N     -   721,255.03    769,912.13   sFT  1.00001405   -1 04 16.1
 GF0872;UTM  15      - 4,017,651.411   424,511.696   MT  0.99967021   -0 29 52.0
 GF0872
 GF0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0872!SPC AR N     -   0.99992827  x   1.00001405  =   0.99994232
 GF0872!UTM  15      -   0.99992827  x   0.99967021  =   0.99959850
 GF0872
 GF0872|---------------------------------------------------------------------|
 GF0872| PID    Reference Object                     Distance      Geod. Az  |
 GF0872|                                                           dddmmss.s |
 GF0872| CI2021 POLECAT RM 3                                       00006     |
 GF0872| CI2019 POLECAT RM 1                         18.958 METERS 07003     |
 GF0872| CI2020 POLECAT RM 2                         24.567 METERS 15120     |
 GF0872| GF0874 LARUE                               APPROX.12.9 KM 2760028.8 |
 GF0872|---------------------------------------------------------------------|
 GF0872
 GF0872                          SUPERSEDED SURVEY CONTROL
 GF0872
 GF0872  NAD 83(1997)-  36 18 03.24872(N)    093 50 26.76412(W) AD(       ) 2
 GF0872  NAD 83(1997)-  36 18 03.25091(N)    093 50 26.76454(W) AD(       ) 2
 GF0872  NAD 83(1986)-  36 18 03.25114(N)    093 50 26.76472(W) AD(       ) 2
 GF0872  NAD 27      -  36 18 02.99000(N)    093 50 26.06340(W) AD(       ) 2
 GF0872
 GF0872.Superseded values are not recommended for survey control.
 GF0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0872.See file dsdata.txt to determine how the superseded data were derived.
 GF0872
 GF0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2451217651(NAD 83)
 GF0872_MARKER: DS = TRIANGULATION STATION DISK
 GF0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0872
 GF0872  HISTORY     - Date     Condition        Report By
 GF0872  HISTORY     - 1961     MONUMENTED       CGS
 GF0872  HISTORY     - 20030413 GOOD             GEOCAC
 GF0872
 GF0872                          STATION DESCRIPTION
 GF0872
 GF0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0872'THE STATION IS ABOUT 9 MILES SOUTHWEST OF EUREKA SPRINGS,
 GF0872'ON A HIGH PROMINENT HILL AND IN THE EAST PART OF SECTION
 GF0872'22, T. 19 N., R. 27 W.  IT IS ON THE PROPERTY OF MR. ORVIL
 GF0872'SMITH, 4 FEET NORTHEAST OF A WITNESS POST, 24 FEET EAST OF
 GF0872'THE CENTERLINE OF A TRACK ROAD LEADING TO THE SMITH RESIDENCE AND
 GF0872'271 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE.
 GF0872'THE SURFACE MONUMENT IS SET ON TOP OF BEDROCK FLUSH WITH
 GF0872'THE GROUND AND THE DISK IS STAMPED POLECAT 1961.
 GF0872'
 GF0872'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND U.S. HIGHWAY
 GF0872'62 IN THE SOUTH EDGE OF EUREKA SPRINGS, GO SOUTHERLY ON STATE
 GF0872'HIGHWAY 23 FOR 5.15 MILES TO THE BEULAH UNION CHURCH ON
 GF0872'THE LEFT.  CONTINUE SOUTHERLY ON HIGHWAY 23 FOR 0.9 MILE
 GF0872'TO A SIDE ROAD RIGHT.  TURN SHARP RIGHT AND GO WESTERLY ON
 GF0872'A GRAVELED ROAD FOR 0.8 MILE TO A Y-FORK.  KEEP RIGHT AND GO
 GF0872'NORTH AND NORTHWESTERLY ON A MAIN TRAVELED ROAD FOR 4.65
 GF0872'MILES TO A REVERSE Y.  TURN SHARP LEFT ALONG CREEK AND GO
 GF0872'SOUTHERLY ON A GRAVELED ROAD FOR 0.75 MILE TO A CONCRETE
 GF0872'SLAB ACROSS CREEK.  CROSS CONCRETE SLAB AND GO SOUTH ON
 GF0872'A GRAVELED ROAD FOR 1.3 MILES TO A SMALL STREAM.  CONTINUE
 GF0872'FOR 0.05 MILE TO A REVERSE Y.  TURN SHARP RIGHT AND GO
 GF0872'SOUTHWESTERLY ON A TRACK ROAD FOR 1.1 MILES TO A FORK.
 GF0872'KEEP LEFT AND SOUTHERLY ON A TRACK ROAD FOR 0.1 MILE TO
 GF0872'ANOTHER FORK.  KEEP LEFT AND GO 0.05 MILE TO A WIRE GATE.
 GF0872'PASS THROUGH GATE AND CONTINUE ON THE TRACK ROAD FOR 0.1 MILE
 GF0872'TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE ON THE TRACK
 GF0872'ROAD FOR 0.1 MILE TO TOP OF HILL AND THE STATION ON THE
 GF0872'LEFT.
 GF0872'
 GF0872'REFERENCE MARK 1 IS 66 FEET NORTHEAST OF THE WITNESS POST
 GF0872'AND 34 FEET NORTH OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS
 GF0872'6 INCHES AND THE DISK IS STAMPED POLECAT NO 1 1961.
 GF0872'
 GF0872'REFERENCE MARK 2 IS SET FLUSH IN A DRILL HOLE IN BEDROCK
 GF0872'PROJECTING 5 INCHES ABOVE GROUND LEVEL.  IT IS 80 FEET SOUTHEAST
 GF0872'OF THE WITNESS POST, 60 FEET NORTH OF A 16 INCH CEDAR TREE
 GF0872'AND 51 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD.  THE
 GF0872'DISK IS STAMPED POLECAT NO 2 1961.
 GF0872'
 GF0872'REFERENCE MARK 3 IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING
 GF0872'BEDROCK THAT IS ABOUT 2 FEET HIGHER THAN ROAD LEVEL.  IT IS
 GF0872'2 FEET NORTHWEST OF A WITNESS POST AND 18 FEET NORTHWEST
 GF0872'OF THE CENTERLINE OF THE TRACK ROAD.  THE DISK IS STAMPED
 GF0872'POLECAT NO 3 1961.
 GF0872'
 GF0872'DIRECTION TO REFERENCE MARK 3 WAS OBTAINED BY PRECISE METHODS.
 GF0872'
 GF0872'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GF0872
 GF0872                          STATION RECOVERY (2003)
 GF0872
 GF0872'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GF0872'ALSO RECOVERED REF,1,2,3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2001 ***********************************************************************
 DK2001  DESIGNATION -  POLK
 DK2001  PID         -  DK2001
 DK2001  STATE/COUNTY-  AR/DESHA
 DK2001  USGS QUAD   -  HALLEY (1981)
 DK2001
 DK2001                         *CURRENT SURVEY CONTROL
 DK2001  ___________________________________________________________________
 DK2001* NAD 83(1997)-  33 30 17.73957(N)    091 17 51.95481(W)     ADJUSTED  
 DK2001* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 DK2001  ___________________________________________________________________
 DK2001  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 DK2001  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DK2001
 DK2001  HORZ ORDER  -  FIRST
 DK2001
 DK2001.The horizontal coordinates were established by classical geodetic methods
 DK2001.and adjusted by the National Geodetic Survey in September 1999..
 DK2001
 DK2001.The orthometric height was scaled from a topographic map.
 DK2001
 DK2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2001
 DK2001.The geoid height was determined by GEOID03.
 DK2001
 DK2001;                    North         East     Units Scale Factor Converg.
 DK2001;SPC AR S     -   493,197.829   465,246.680   MT  0.99996088   +0 23 34.9
 DK2001;SPC AR S     - 1,618,099.88  1,526,396.82   sFT  0.99996088   +0 23 34.9
 DK2001;UTM  15      - 3,708,562.298   658,112.914   MT  0.99990822   +0 56 23.4
 DK2001
 DK2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2001!SPC AR S     -   0.99999755  x   0.99996088  =   0.99995843
 DK2001!UTM  15      -   0.99999755  x   0.99990822  =   0.99990577
 DK2001
 DK2001|---------------------------------------------------------------------|
 DK2001| PID    Reference Object                     Distance      Geod. Az  |
 DK2001|                                                           dddmmss.s |
 DK2001| CY7129 POLK RM 1                            35.400 METERS 08344     |
 DK2001| DK2031 WEST TRANSM TWR SW GREENVILLE       APPROX.21.2 KM 1285700.1 |
 DK2001| CY7128 POLK AZ MK                                         1810710.7 |
 DK2001| CY7130 POLK RM 2                            44.656 METERS 18904     |
 DK2001| DK2004 DERMOTT MUNICIPAL TANK              APPROX.12.7 KM 2770251.5 |
 DK2001| DK2005 DERMOTT                             APPROX.13.2 KM 2783245.9 |
 DK2001| DK2008 MCGEHEE ARK P AND L CO TANK         APPROX.16.7 KM 3263956.8 |
 DK2001| DK2012 MCGEHEE MO PAC RR SHOPS STACK       APPROX.16.3 KM 3271321.2 |
 DK2001| DK2010 MCGEHEE FED COMPRESS CO TANK        APPROX.17.0 KM 3284621.0 |
 DK2001|---------------------------------------------------------------------|
 DK2001
 DK2001                          SUPERSEDED SURVEY CONTROL
 DK2001
 DK2001  NAD 83(1997)-  33 30 17.74331(N)    091 17 51.95369(W) AD(       ) 1
 DK2001  NAD 83(1986)-  33 30 17.74837(N)    091 17 51.95002(W) AD(       ) 1
 DK2001  NAD 27      -  33 30 17.34100(N)    091 17 51.53400(W) AD(       ) 1
 DK2001
 DK2001.Superseded values are not recommended for survey control.
 DK2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2001.See file dsdata.txt to determine how the superseded data were derived.
 DK2001
 DK2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5811308562(NAD 83)
 DK2001_MARKER: DS = TRIANGULATION STATION DISK
 DK2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2001
 DK2001  HISTORY     - Date     Condition        Report By
 DK2001  HISTORY     - 1939     MONUMENTED       CGS
 DK2001  HISTORY     - 1961     GOOD             CGS
 DK2001  HISTORY     - 1968     GOOD             USGS
 DK2001
 DK2001                          STATION DESCRIPTION
 DK2001
 DK2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2001'STATION IS LOCATED ABOUT 10-1/2 MILES SE OF MC GEHEE AND
 DK2001'9-1/2 MILES SW OF ARKANSAS CITY, IN THE SW 1/4 OF SEC. 3, T
 DK2001'14 S, R 2 W, ABOUT 100 YARDS N OF THE COMMON CORNER OF SECTIONS
 DK2001'3, 4, 9, 10, ON LAND OWNED AND TENANTED BY JULIUS POLK.
 DK2001'
 DK2001'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2001'BRONZE DISKS SET IN CONCRETE.
 DK2001'
 DK2001'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND, 16
 DK2001'FEET W OF W FENCE OF BARN LOT, 26 FEET E OF CENTER OF DRAINAGE
 DK2001'DITCH, 29 FEET NW OF NW CORNER OF GARAGE.
 DK2001'
 DK2001'TO REACH STATION FROM MC GEHEE, DRIVE S AND E ON U.S. HIGHWAY
 DK2001'65 FOR 11 MILES TO ARKANSAS 35 TO THE E, THIS IS 1.85 MILES
 DK2001'S OF HAWLEY, THENCE E ON ARKANSAS 35 FOR 2.3 MILES TO TURN
 DK2001'S, DRIVE LEFT, N, OVER POLE BRIDGE FOR 0.05 MILE TO POLKS
 DK2001'HOUSE AND STATION.
 DK2001'
 DK2001'REFERENCE MARK NO. 1 IS ENE OF STATION, 1 FOOT E OF E FENCE
 DK2001'OF BARN LOT, 33 FEET N OF N SIDE OF LOG BARN, 3 FEET S OF
 DK2001'NE FENCE CORNER OF BARN LOT.  PROJECTS 8 INCHES.
 DK2001'REFERENCE MARK NO. 2 IS SSW OF STATION, 7 FEET W OF CENTER
 DK2001'OF DRAINAGE DITCH.  PROJECTS 8 INCHES
 DK2001'
 DK2001'AZIMUTH MARK IS S OF STATION ABOUT 0.4 MILE.  FROM STATION DRIVE
 DK2001'S 0.05 MILE TO ARKANSAS 35, CONTINUE S ON ARKANSAS 35 FOR
 DK2001'0.35 MILE, MARK IS ON RIGHT, W, SIDE OF HIGHWAY, IN E EDGE
 DK2001'OF COTTON FIELD.  SET 23 FEET W OF CENTER LINE OF ARKANSAS 35.
 DK2001'PROJECTS 8 INCHES.
 DK2001'
 DK2001'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK2001
 DK2001                          STATION RECOVERY (1961)
 DK2001
 DK2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 DK2001'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DK2001'CONDITION.
 DK2001'
 DK2001'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 DK2001'71 AND DE QUEEN STREET, SOUTHEAST ACROSS RAILROAD FROM THE
 DK2001'RAILROAD STATION, GO SOUTHEAST ON DE QUEEN STREET FOR 0.35 MILE
 DK2001'TO THE HOSPITAL ON THE RIGHT AND STATION TO NORTHEAST OF
 DK2001'NORTHEAST CORNER OF BUILDING AS DESCRIBED.
 DK2001
 DK2001                          STATION RECOVERY (1968)
 DK2001
 DK2001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DK2001'STATION MARK WAS FOUND IN GOOD CONDITION.  IT IS NOW 12 FT.
 DK2001'E OF CENTER OF N-S DITCH INSTEAD OF 26 FT AS GIVEN IN ORIGINAL
 DK2001'DESCRIPTION.  R.M. 1 AND AZ MK FOUND DESTROYED.  R.M. 2 IS ALSO
 DK2001'DESTROYED BUT ENOUGH OF THE CONCRETE POST REMAINS IN POSITION
 DK2001'TO INDICATE THAT THE STATION MARK HAS NOT BEEN MOVED.
 DK2001'
 DK2001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MI SE
 DK2001'OF MC GEHEE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0829 ***********************************************************************
 EK0829  DESIGNATION -  POLK
 EK0829  PID         -  EK0829
 EK0829  STATE/COUNTY-  AR/POLK
 EK0829  USGS QUAD   -  MENA (1975)
 EK0829
 EK0829                         *CURRENT SURVEY CONTROL
 EK0829  ___________________________________________________________________
 EK0829* NAD 83(1997)-  34 34 42.45217(N)    094 13 59.69383(W)     ADJUSTED  
 EK0829* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 EK0829  ___________________________________________________________________
 EK0829  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 EK0829  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 EK0829
 EK0829  HORZ ORDER  -  SECOND
 EK0829
 EK0829.The horizontal coordinates were established by classical geodetic methods
 EK0829.and adjusted by the National Geodetic Survey in September 1999..
 EK0829
 EK0829.The orthometric height was scaled from a topographic map.
 EK0829
 EK0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0829
 EK0829.The geoid height was determined by GEOID03.
 EK0829
 EK0829;                    North         East     Units Scale Factor Converg.
 EK0829;SPC AR S     -   614,280.452   195,114.605   MT  0.99996344   -1 14 59.7
 EK0829;SPC AR S     - 2,015,351.78    640,138.50   sFT  0.99996344   -1 14 59.7
 EK0829;UTM  15      - 3,826,988.330   386,886.844   MT  0.99975770   -0 41 59.9
 EK0829
 EK0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0829!SPC AR S     -   0.99994773  x   0.99996344  =   0.99991117
 EK0829!UTM  15      -   0.99994773  x   0.99975770  =   0.99970544
 EK0829
 EK0829:                Primary Azimuth Mark                     Grid Az
 EK0829:SPC AR S     -  WOLF                                     040 10 43.1
 EK0829:UTM  15      -  WOLF                                     039 37 43.3
 EK0829
 EK0829|---------------------------------------------------------------------|
 EK0829| PID    Reference Object                     Distance      Geod. Az  |
 EK0829|                                                           dddmmss.s |
 EK0829| EK0820 WOLF                                APPROX.16.4 KM 0385543.4 |
 EK0829| CX6088 POLK RM 1                            13.276 METERS 15830     |
 EK0829| CX6089 POLK RM 2                            11.577 METERS 28419     |
 EK0829| CX6087 POLK AZ MK                                         3280604.9 |
 EK0829|---------------------------------------------------------------------|
 EK0829
 EK0829                          SUPERSEDED SURVEY CONTROL
 EK0829
 EK0829  NAD 83(1997)-  34 34 42.45640(N)    094 13 59.69232(W) AD(       ) 2
 EK0829  NAD 83(1986)-  34 34 42.45849(N)    094 13 59.68682(W) AD(       ) 2
 EK0829  NAD 27      -  34 34 42.07700(N)    094 13 58.93200(W) AD(       ) 2
 EK0829
 EK0829.Superseded values are not recommended for survey control.
 EK0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0829.See file dsdata.txt to determine how the superseded data were derived.
 EK0829
 EK0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8688726988(NAD 83)
 EK0829_MARKER: DS = TRIANGULATION STATION DISK
 EK0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0829
 EK0829  HISTORY     - Date     Condition        Report By
 EK0829  HISTORY     - 1952     MONUMENTED       CGS
 EK0829  HISTORY     - 1985     GOOD             LOCSUR
 EK0829  HISTORY     - 1987     GOOD             USPSQD
 EK0829  HISTORY     - 1988     GOOD             USPSQD
 EK0829  HISTORY     - 1989     GOOD             USPSQD
 EK0829
 EK0829                          STATION DESCRIPTION
 EK0829
 EK0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 EK0829'STATION IS LOCATED IN THE SOUTHEAST PART OF MENA, ON THE
 EK0829'LAWN OF THE POLK COUNTY MEMORIAL HOSPITAL.  IT IS 18 FEET
 EK0829'NORTH OF THE NORTHEAST CORNER OF THE HOSPITAL BUILDING AND
 EK0829'70 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF AN INTERSECTION.
 EK0829'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISC IS STAMPED,
 EK0829'POLK 1952.
 EK0829'
 EK0829'REFERENCE MARK NO. 1 IS 1.5 FEET EAST OF THE EAST SIDE OF THE
 EK0829'HOSPITAL AND 29 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 EK0829'HOSPITAL BUILDING.  THE MARK IS SET FLUSH WITH THE GROUND
 EK0829'AND THE DISC IS STAMPED, POLK NO 1 1952.
 EK0829'
 EK0829'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE APPROXIMATE
 EK0829'CENTER OF A SIDEWALK.  IT IS 44 FEET NORTHWEST OF THE NORTHWEST
 EK0829'CORNER OF THE HOSPITAL, AND 31 FEET SOUTHEAST THE APPROXIMATE
 EK0829'CENTERLINE OF A ROAD.  THE MARK IS SET FLUSH IN THE SIDEWALK
 EK0829'AND THE DISC IS STAMPED, POLK NO 2 1952.
 EK0829'
 EK0829'AZIMUTH MARK IS SET IN A DRILL HOLE IN A SIDEWALK.  2.5 FEET
 EK0829'SOUTHEAST OF THE SOUTHEAST SIDE OF RAILWAY DEPOT, 15 FEET
 EK0829'NORTHEAST OF A DOORWAY OF THE WAITING ROOM, AND 13.5 FEET
 EK0829'NORTHWEST OF THE NORTHWEST RAIL OF THE RAILWAY TRACKS.  THE
 EK0829'MARK IS SET FLUSH IN THE SIDEWALK AND THE DISC IS STAMPED,
 EK0829'POLK 1952.
 EK0829'
 EK0829'TO REACH FROM THE RAILROAD CROSSING EAST OF THE DEPOT, GO
 EK0829'SOUTH FOR 0.35 MILE TO THE HOSPITAL AND THE STATION ON THE
 EK0829'RIGHT AS DESCRIBED.
 EK0829'
 EK0829'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0829
 EK0829                          STATION RECOVERY (1985)
 EK0829
 EK0829'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (JMH)
 EK0829'POLK 1952 STATION MARK FOUND GOOD CONDITION.
 EK0829'
 EK0829'AZ MARK NOT RECOV. - DESCR. DOES NOT FIT.
 EK0829'
 EK0829'RM NO. 1 NOT RECOVERED.
 EK0829'RM NO. 1 DUG FOR BUT NOT FOUND - SEARCH ONLY CURSORY.
 EK0829'
 EK0829'POLK NO. 2 1952 RM FOUND IN GOOD CONDITION - NOTE DESCRIPTION - NW OF
 EK0829'NW COR HOSP - THIS SHOULD BE NE COR HOSP.
 EK0829'
 EK0829'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SE PART MENA, ARKANSAS.
 EK0829
 EK0829                          STATION RECOVERY (1987)
 EK0829
 EK0829'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0829'RECOVERED IN GOOD CONDITION.
 EK0829
 EK0829                          STATION RECOVERY (1988)
 EK0829
 EK0829'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0829'RECOVERED IN GOOD CONDITION.
 EK0829
 EK0829                          STATION RECOVERY (1989)
 EK0829
 EK0829'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0663 ***********************************************************************
 GG0663  DESIGNATION -  POND
 GG0663  PID         -  GG0663
 GG0663  STATE/COUNTY-  AR/BENTON
 GG0663  USGS QUAD   -  GENTRY (1982)
 GG0663
 GG0663                         *CURRENT SURVEY CONTROL
 GG0663  ___________________________________________________________________
 GG0663* NAD 83(1997)-  36 22 18.52113(N)    094 22 32.35496(W)     ADJUSTED  
 GG0663* NAVD 88     -       412.84   (+/-2cm)    1354.5    (feet)  VERTCON   
 GG0663  ___________________________________________________________________
 GG0663  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 GG0663  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GG0663
 GG0663  HORZ ORDER  -  THIRD
 GG0663  VERT ORDER  -  THIRD ? (See Below)
 GG0663
 GG0663.The horizontal coordinates were established by classical geodetic methods
 GG0663.and adjusted by the National Geodetic Survey in September 1999..
 GG0663
 GG0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0663.The vertical order pertains to the NGVD 29 superseded value.
 GG0663
 GG0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0663
 GG0663.The geoid height was determined by GEOID03.
 GG0663
 GG0663;                    North         East     Units Scale Factor Converg.
 GG0663;SPC AR N     -   228,734.165   186,826.457   MT  1.00003031   -1 22 56.6
 GG0663;SPC AR N     -   750,438.67    612,946.47   sFT  1.00003031   -1 22 56.6
 GG0663;SPC MO W     -    22,769.524   861,157.962   MT  0.99994271   +0 04 25.5
 GG0663;UTM  15      - 4,026,067.683   376,596.617   MT  0.99978763   -0 48 57.2
 GG0663
 GG0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0663!SPC AR N     -   0.99993963  x   1.00003031  =   0.99996994
 GG0663!SPC MO W     -   0.99993963  x   0.99994271  =   0.99988234
 GG0663!UTM  15      -   0.99993963  x   0.99978763  =   0.99972727
 GG0663
 GG0663|---------------------------------------------------------------------|
 GG0663| PID    Reference Object                     Distance      Geod. Az  |
 GG0663|                                                           dddmmss.s |
 GG0663| CI2027 POND RM 1                            12.747 METERS 05259     |
 GG0663| CI2026 POND AZ MK                                         1094406.1 |
 GG0663| CI2028 POND RM 2                            14.725 METERS 13749     |
 GG0663|---------------------------------------------------------------------|
 GG0663
 GG0663                          SUPERSEDED SURVEY CONTROL
 GG0663
 GG0663  NAD 83(1997)-  36 22 18.52438(N)    094 22 32.35155(W) AD(       ) 3
 GG0663  NAD 83(1997)-  36 22 18.53423(N)    094 22 32.36032(W) AD(       ) 3
 GG0663  NAD 83(1986)-  36 22 18.53411(N)    094 22 32.35913(W) AD(       ) 3
 GG0663  NAD 27      -  36 22 18.25880(N)    094 22 31.59700(W) AD(       ) 3
 GG0663  NGVD 29 (07/19/86)  412.70   (m)         1354.0    (f) LEVELING    3  
 GG0663
 GG0663.Superseded values are not recommended for survey control.
 GG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0663.See file dsdata.txt to determine how the superseded data were derived.
 GG0663
 GG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7659726068(NAD 83)
 GG0663_MARKER: DS = TRIANGULATION STATION DISK
 GG0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0663
 GG0663  HISTORY     - Date     Condition        Report By
 GG0663  HISTORY     - 1961     MONUMENTED       CGS
 GG0663  HISTORY     - 1988     GOOD             USPSQD
 GG0663
 GG0663                          STATION DESCRIPTION
 GG0663
 GG0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0663'ABOUT 5 MILES WEST OF CENTERTON, ON THE WEST SIDE OF A GRAVELED
 GG0663'ROAD AND IS ON THE ROAD RIGHT-OF-WAY IN THE NORTHWEST 1/4 OF
 GG0663'SECTION 34, T. 20 N., R. 32 W., 154 FEET NORTH OF THE NORTHEAST
 GG0663'CORNER OF A WOODS, 19 FEET WEST OF THE CENTERLINE OF A GRAVELED
 GG0663'ROAD, 5 FEET NORTHEAST OF A WITNESS POST AND 2 FEET EAST OF
 GG0663'A WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 GG0663'IS STAMPED POND 1961.
 GG0663'
 GG0663'REACH FROM THE PUBLIC SCHOOL IN CENTERTON, GO WEST ON STATE
 GG0663'HIGHWAY 102 FOR 3 MILES TO WHERE HIGHWAY 102 CURVES TO THE LEFT
 GG0663'AND A GRAVELED ROAD GOES STRAIGHT AHEAD.  CONTINUE WEST ON
 GG0663'THE GRAVELED ROAD FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND
 GG0663'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD
 GG0663'LEFT. CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A T-ROAD.
 GG0663'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.25 MILE TO A
 GG0663'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
 GG0663'FOR 0.6 MILE TO A REVERSE-Y.  KEEP LEFT AND GO NORTHWEST ON
 GG0663'A GRAVELED ROAD FOR 0.45 MILE TO A Y-FORK.  KEEP LEFT AND
 GG0663'GO WEST ON A GRAVELED ROAD FOR 1 MILE TO A CROSSROAD.  TURN LEFT
 GG0663'AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO THE
 GG0663'STATION ON THE RIGHT.
 GG0663'
 GG0663'REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1
 GG0663'TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 GG0663'FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 GG0663'
 GG0663'REFERENCE MARK 1 IS 46 FEET NORTHEAST OF THE WITNESS POST,
 GG0663'1 FOOT WEST OF A WIRE FENCE AND 17 FEET EAST OF THE CENTERLINE
 GG0663'OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 3 INCHES AND
 GG0663'THE DISK IS STAMPED POND NO 1 1961.
 GG0663'
 GG0663'REFERENCE MARK 2 IS 15 FEET EAST OF THE CENTERLINE OF THE
 GG0663'GRAVELED ROAD, 1 FOOT WEST OF A WIRE FENCE AND 47 FEET SOUTHEAST
 GG0663'OF THE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 GG0663'THE DISK IS STAMPED POND NO 2 1961.
 GG0663'
 GG0663'AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 GG0663'ROAD, 1 FOOT WEST OF A WITNESS POST, 1 FOOT WEST OF A FENCE
 GG0663'CORNER AND 4 FEET NORTHWEST OF A T-FENCE CORNER.  THE MONUMENT
 GG0663'PROJECTS 4 INCHES AND THE DISK IS STAMPED POND 1961.
 GG0663'
 GG0663'THE DIRECTION TO THE AZIMUTH MARK WAS OBTAINED BY PRECISE
 GG0663'METHODS.
 GG0663'
 GG0663'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0663
 GG0663                          STATION RECOVERY (1988)
 GG0663
 GG0663'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1669 ***********************************************************************
 FG1669  DESIGNATION -  POND MOUNTAIN
 FG1669  PID         -  FG1669
 FG1669  STATE/COUNTY-  AR/CLEBURNE
 FG1669  USGS QUAD   -  PARMA (1980)
 FG1669
 FG1669                         *CURRENT SURVEY CONTROL
 FG1669  ___________________________________________________________________
 FG1669* NAD 83(1997)-  35 41 35.99389(N)    092 11 25.95705(W)     ADJUSTED  
 FG1669* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 FG1669  ___________________________________________________________________
 FG1669  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 FG1669  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FG1669
 FG1669  HORZ ORDER  -  THIRD
 FG1669
 FG1669.The horizontal coordinates were established by classical geodetic methods
 FG1669.and adjusted by the National Geodetic Survey in September 1999..
 FG1669
 FG1669.The orthometric height was scaled from a topographic map.
 FG1669
 FG1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1669
 FG1669.The geoid height was determined by GEOID03.
 FG1669
 FG1669;                    North         East     Units Scale Factor Converg.
 FG1669;SPC AR N     -   150,897.310   382,754.700   MT  0.99993774   -0 06 39.2
 FG1669;SPC AR N     -   495,068.92  1,255,754.38   sFT  0.99993774   -0 06 39.2
 FG1669;UTM  15      - 3,950,237.166   573,236.568   MT  0.99966609   +0 28 20.3
 FG1669
 FG1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1669!SPC AR N     -   0.99994717  x   0.99993774  =   0.99988492
 FG1669!UTM  15      -   0.99994717  x   0.99966609  =   0.99961328
 FG1669
 FG1669|---------------------------------------------------------------------|
 FG1669| PID    Reference Object                     Distance      Geod. Az  |
 FG1669|                                                           dddmmss.s |
 FG1669| CI2033 POND MOUNTAIN RM 1                   16.551 METERS 13509     |
 FG1669| CI2032 POND MOUNTAIN AZ MK                                2103009.9 |
 FG1669| CI2034 POND MOUNTAIN RM 2                   11.555 METERS 23820     |
 FG1669|---------------------------------------------------------------------|
 FG1669
 FG1669                          SUPERSEDED SURVEY CONTROL
 FG1669
 FG1669  NAD 83(1986)-  35 41 36.00614(N)    092 11 25.95492(W) AD(       ) 3
 FG1669  NAD 27      -  35 41 35.73000(N)    092 11 25.41000(W) AD(       ) 3
 FG1669
 FG1669.Superseded values are not recommended for survey control.
 FG1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1669.See file dsdata.txt to determine how the superseded data were derived.
 FG1669
 FG1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7323750237(NAD 83)
 FG1669_MARKER: DS = TRIANGULATION STATION DISK
 FG1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1669
 FG1669  HISTORY     - Date     Condition        Report By
 FG1669  HISTORY     - 1954     MONUMENTED       USGS
 FG1669  HISTORY     - 1964     GOOD             USFS
 FG1669
 FG1669                          STATION DESCRIPTION
 FG1669
 FG1669'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (JCM)
 FG1669'THE STATION IS ABOUT 8 MILES NORTHEAST OF SHIRLEY, 7 MILES NORTH
 FG1669'OF EDGEMONT, 5 MILES WEST OF PRIM, 4 FEET EAST OF A WITNESS
 FG1669'POST AND ON THE SUMMIT OF A ROCKY HEAVILY TIMBERED KNOLL.
 FG1669'
 FG1669'TO REACH THE STATION FROM THE POST OFFICE IN SHIRLEY, GO
 FG1669'NORTHEASTERLY ON STATE HIGHWAY 9 FOR 8.05 MILES TO THE RUSHING
 FG1669'POST OFFICE ON THE LEFT, CONTINUE NORTHEASTERLY ON THE HIGHWAY
 FG1669'FOR 1.5 MILE TO A FORK, TURN RIGHT, LEAVING HIGHWAY, AND GO
 FG1669'SOUTHEAST ON A GRAVELED ROAD FOR 4.75 MILES TO A SIDE ROAD ON
 FG1669'THE RIGHT, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 1.75
 FG1669'MILES, (AT THIS POINT THE STATION IS ABOUT 0.1 MILE TO THE
 FG1669'EAST) CONTINUE SOUTH FOR 0.3 MILE TO A DIM WOODS ROAD ON THE
 FG1669'LEFT, (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 FG1669'SOUTH FOR 0.05 MILE TO A FARM ON THE RIGHT, TURN RIGHT, PASS
 FG1669'THROUGH BARNYARD TO THE RIGHT OF THE HOUSE, THROUGH A
 FG1669'BOARD GATE AND THEN GO SOUTHWEST ON A TRACK ROAD FOR 0.1
 FG1669'MILE TO THE AZIMUTH MARK ON THE LEFT) TURN LEFT FOR ABOUT 50
 FG1669'YARDS TO A WIRE FENCE, LET FENCE DOWN AND GO
 FG1669'NORTHEASTERLY ON A WOODS ROAD FOR 0.3 MILE, A ROAD WAS
 FG1669'CLEARED FROM THIS POINT FOR ABOUT 0.1 MILE WESTERLY TO
 FG1669'THE SUMMIT OF THE KNOLL AND THE STATION MARK.
 FG1669'
 FG1669'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 FG1669'TRIANGULATION STATION DISK SET IN A DRILLED HOLE IN A 5 IN X 12 IN
 FG1669'SANDSTONE THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED POND
 FG1669'MOUNTAIN.
 FG1669'
 FG1669'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FG1669'POND MOUNTAIN USGS NO 1 1954.
 FG1669'
 FG1669'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1669'POND MOUNTAIN USGS NO 2 1954.
 FG1669'
 FG1669'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF A BOARD GATE, 12 FEET
 FG1669'SOUTHEAST OF THE TRACK ROAD, 4 FEET NORTHEAST OF A WITNESS
 FG1669'POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 FG1669'1 INCH AND THE DISK IS STAMPED POND MOUNTAIN USGS 1954.
 FG1669'
 FG1669'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 FG1669
 FG1669                          STATION RECOVERY (1964)
 FG1669
 FG1669'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 FG1669'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FG1669'AZIMUTH MARK NOT SEARCHED FOR.
 FG1669'
 FG1669'BEST WAY TO REACH NOW IS TO GO SE ON GRAVELED ROAD 4.75 MILES
 FG1669'TO SIDE ROAD RIGHT, TURN RIGHT AND GO S ON DIRT ROAD 1.75 MILES
 FG1669'TO A WHITE HOUSE ON THE RIGHT, PARK HERE, WALK DUE EAST UP HILL
 FG1669'0.1 MILE TO STATION ON THE HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0871 ***********************************************************************
 GF0871  DESIGNATION -  POND MOUNTAIN
 GF0871  PID         -  GF0871
 GF0871  STATE/COUNTY-  AR/CARROLL
 GF0871  USGS QUAD   -  SANDSTONE MOUNTAIN (1976)
 GF0871
 GF0871                         *CURRENT SURVEY CONTROL
 GF0871  ___________________________________________________________________
 GF0871* NAD 83(1997)-  36 21 41.99470(N)    093 45 25.36701(W)     ADJUSTED  
 GF0871* NAVD 88     -       545.     (meters)    1788.     (feet)  SCALED    
 GF0871  ___________________________________________________________________
 GF0871  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GF0871  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GF0871
 GF0871  HORZ ORDER  -  FIRST
 GF0871
 GF0871.The horizontal coordinates were established by classical geodetic methods
 GF0871.and adjusted by the National Geodetic Survey in September 1999..
 GF0871
 GF0871.The orthometric height was scaled from a topographic map.
 GF0871
 GF0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0871
 GF0871.The geoid height was determined by GEOID03.
 GF0871
 GF0871;                    North         East     Units Scale Factor Converg.
 GF0871;SPC AR N     -   226,443.486   242,308.699   MT  1.00002789   -1 01 20.7
 GF0871;SPC AR N     -   742,923.34    794,974.46   sFT  1.00002789   -1 01 20.7
 GF0871;SPC MO W     -    21,892.835   916,676.876   MT  0.99999593   +0 26 25.8
 GF0871;UTM  15      - 4,024,329.659   432,081.517   MT  0.99965683   -0 26 55.9
 GF0871
 GF0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0871!SPC AR N     -   0.99991887  x   1.00002789  =   0.99994675
 GF0871!SPC MO W     -   0.99991887  x   0.99999593  =   0.99991480
 GF0871!UTM  15      -   0.99991887  x   0.99965683  =   0.99957572
 GF0871
 GF0871:                Primary Azimuth Mark                     Grid Az
 GF0871:SPC AR N     -  EUREKA SPRINGS MUN STANDPIPE             013 39 47.1
 GF0871:SPC MO W     -  EUREKA SPRINGS MUN STANDPIPE             012 12 00.6
 GF0871:UTM  15      -  EUREKA SPRINGS MUN STANDPIPE             013 05 22.3
 GF0871
 GF0871|---------------------------------------------------------------------|
 GF0871| PID    Reference Object                     Distance      Geod. Az  |
 GF0871|                                                           dddmmss.s |
 GF0871| GF0845 EUREKA SPRINGS MUN STANDPIPE        APPROX. 4.2 KM 0123826.4 |
 GF0871| GF0839 BERRYVILLE MUNICIPAL TANK           APPROX.16.9 KM 0885746.5 |
 GF0871| GF0873 SWAIN MOUNTAIN LOOKOUT TOWER 2      APPROX. 7.9 KM 1844321.4 |
 GF0871| CI2030 POND MOUNTAIN RM 1                   61.295 METERS 23729     |
 GF0871| GG0595 ROGERS SW GAS AND ELEC TANK         APPROX.32.0 KM 2641914.0 |
 GF0871| GG0592 ROGERS GREGORY ROBINSON TANK        APPROX.32.3 KM 2650332.3 |
 GF0871| CI2029 POND MOUNTAIN AZ MK                                3164402.9 |
 GF0871| CI2031 POND MOUNTAIN RM 2                   29.017 METERS 34701     |
 GF0871|---------------------------------------------------------------------|
 GF0871
 GF0871                          SUPERSEDED SURVEY CONTROL
 GF0871
 GF0871  NAD 83(1997)-  36 21 42.00393(N)    093 45 25.36750(W) AD(       ) 1
 GF0871  NAD 83(1997)-  36 21 42.00620(N)    093 45 25.36731(W) AD(       ) 1
 GF0871  NAD 83(1986)-  36 21 42.00614(N)    093 45 25.36760(W) AD(       ) 1
 GF0871  NAD 27      -  36 21 41.75100(N)    093 45 24.67800(W) AD(       ) 1
 GF0871
 GF0871.Superseded values are not recommended for survey control.
 GF0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0871.See file dsdata.txt to determine how the superseded data were derived.
 GF0871
 GF0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3208224330(NAD 83)
 GF0871_MARKER: DS = TRIANGULATION STATION DISK
 GF0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0871
 GF0871  HISTORY     - Date     Condition        Report By
 GF0871  HISTORY     - 1940     MONUMENTED       CGS
 GF0871  HISTORY     - 1961     GOOD             CGS
 GF0871  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0871  HISTORY     - 1990     GOOD             USPSQD
 GF0871  HISTORY     - 20050929 GOOD             GEOCAC
 GF0871
 GF0871                          STATION DESCRIPTION
 GF0871
 GF0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0871'STATION IS 3-1/4 MILES, AIRLINE DISTANCE, SW OF EUREKA SPRINGS,
 GF0871'ON A PROMINENT, ROUND-TOPPED, TIMBERED MOUNTAIN KNOWN AS
 GF0871'POND MOUNTAIN, IN THE NW 1/4 OF SEC. 33, T 20 N, R 26 W.
 GF0871'
 GF0871'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GF0871'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 GF0871'
 GF0871'STATION MARK IS ON HIGHEST POINT OF ROUND-TOPPED HILL, WHICH
 GF0871'IS NEAR THE CENTER OF THE TOP OF THE HILL, 172 FEET ENE OF
 GF0871'NEAREST FENCE LINE, IS STAMPED POND MOUNTAIN 1940, AND PROJECTS
 GF0871'4 INCHES.
 GF0871'
 GF0871'REFERENCE MARK NO. 1 IS 6 INCHES E OF FENCE LINE, ABOUT 3
 GF0871'FEET LOWER THAN STATION, IS STAMPED POND MOUNTAIN NO. 1 1940,
 GF0871'AND PROJECTS 4 INCHES.
 GF0871'
 GF0871'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION,
 GF0871'IS STAMPED POND MOUNTAIN NO. 2 1940, AND PROJECTS 4 INCHES.
 GF0871'
 GF0871'AZIMUTH MARK IS 0.5 MILE NW OF THE STATION, ABOUT 100 YARDS
 GF0871'ENE OF A GREEN HOUSE, AT NE CORNER OF SMALL PASTURE LOT,
 GF0871'19 FEET W OF CENTER LINE OF ROAD, 43 FEET S OF CENTER LINE
 GF0871'OF FARM ENTRANCE DRIVE, 13-1/2 FEET S OF FENCE CORNER, 1
 GF0871'FOOT E OF FENCE LINE, IS STAMPED POND MOUNTAIN 1940, AND
 GF0871'PROJECTS 8 INCHES.
 GF0871'
 GF0871'TO REACH FROM EUREKA SPRINGS GO E ON U.S. ROUTE 62 FOR ABOUT
 GF0871'1.1 MILES TO ITS JUNCTION WITH STATE ROUTE 23, GO S ON STATE
 GF0871'ROUTE 23 FOR 1.65 MILES TO CROSS ROAD, (TO REACH AZIMUTH
 GF0871'MARK TURN RIGHT OFF HIGHWAY AND GO W FOR 0.8 MILE TO MARK
 GF0871'ON S SIDE OF ROAD), TO REACH STATION CONTINUE S ON STATE
 GF0871'ROUTE 23 FOR 0.45 MILE AND TURN RIGHT OFF HIGHWAY UP NARROW
 GF0871'STEEP ROAD JUST N OF A HOUSE AND BARN, GO 0.25 MILE AND TAKE
 GF0871'DIM RIGHT FORK, GO 40 FEET AND TAKE DIM LEFT FORK UP HILL,
 GF0871'TO 0.3 MILE UP HILL TO HIGHEST PART AND STATION.
 GF0871'
 GF0871'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GF0871
 GF0871                          STATION RECOVERY (1961)
 GF0871
 GF0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0871'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GF0871'CONDITION.  THE DIRECTION TO ALL MARKS CHECKED BUT THE DISTANCE
 GF0871'TO REFERENCE MARK 1 WAS FOUND TO BE 0.010 OF A METER SHORTER
 GF0871'THAN THE PREVIOUS MEASUREMENT.  A COMPLETE NEW DESCRIPTION
 GF0871'AND TO REACH FOLLOWS.
 GF0871'
 GF0871'ABOUT 3 MILES SOUTHWEST OF EUREKA SPRINGS, ON THE HIGHEST
 GF0871'POINT OF A PROMINENT HILL KNOWN AS POND MOUNTAIN, IN THE NW
 GF0871'1/4 OF SEC. 33, T-20-N, R-26-W, AND ON THE PROPERTY OF MR.
 GF0871'CARL E. KOCH.  IT IS 172 FEET SOUTHEAST OF THE SOUTHEAST
 GF0871'CORNER OF A SMALL LAKE, 200 FEET NORTHWEST OF A WITNESS POST,
 GF0871'33 FEET SOUTHEAST OF A 36 INCH OAK TREE AND 14 FEET NORTH
 GF0871'OF A 30 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND
 GF0871'THE DISK IS STAMPED POND MTN 1940.
 GF0871'
 GF0871'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 GF0871'AND STATE HIGHWAY 23 AT THE SOUTHEAST EDGE OF EUREKA SPRINGS,
 GF0871'GO SOUTHERLY ON HIGHWAY 23 FOR 1.75 MILES TO A GRAVELED SIDE
 GF0871'ROAD RIGHT.  *CONTINUE SOUTH ON HIGHWAY 23 FOR 0.45 MILE TO
 GF0871'A LARGE HOUSE AND A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 GF0871'FOLLOW THE PAVED DRIVEWAY WESTERLY AND UP-HILL FOR 0.3 MILE
 GF0871'TO A SMALL BUILDING ON THE LEFT AND 2 SMALL LAKES.  THE
 GF0871'STATION IS ABOUT 300 FEET NORTHWEST OF THIS BUILDING.
 GF0871'
 GF0871'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHWESTERLY
 GF0871'ON THE GRAVELED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON
 GF0871'THE LEFT.
 GF0871'
 GF0871'REFERENCE MARK 1 IS 1 FOOT EAST OF A FENCE AND 1 FOOT NORTH
 GF0871'OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 GF0871'DISK IS STAMPED POND MTN NO 1 1940.
 GF0871'
 GF0871'REFERENCE MARK 2 IS 12 FEET SOUTHEAST OF A 14 INCH OAK TREE
 GF0871'AND 9 FEET NORTHEAST OF A 10 INCH OAK TREE.  THE MONUMENT
 GF0871'PROJECTS 5 INCHES AND THE DISK IS STAMPED POND MTN NO 2 1940.
 GF0871'
 GF0871'THE AZIMUTH MARK IS 50 FEET EAST OF THE INTERSECTION OF THE
 GF0871'GRAVELED ROAD AND A DRIVEWAY SOUTH, 13 FEET EAST OF A FENCE
 GF0871'CORNER, 2 FEET EAST OF A WITNESS POST, 21 FEET SOUTH OF THE
 GF0871'CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE.
 GF0871'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED POND
 GF0871'MTN 1940.
 GF0871'
 GF0871'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES
 GF0871'ON LINE.
 GF0871'
 GF0871'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GF0871
 GF0871                          STATION RECOVERY (1987)
 GF0871
 GF0871'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0871'MARK NOT FOUND.
 GF0871
 GF0871                          STATION RECOVERY (1990)
 GF0871
 GF0871'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GF0871'RECOVERED IN GOOD CONDITION.
 GF0871
 GF0871                          STATION RECOVERY (2005)
 GF0871
 GF0871'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GF0871'RECOVERED STATION,REFERENCE MARKS 1 AND 2.
 GF0871'AZIMUTH NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1838 ***********************************************************************
 FG1838  DESIGNATION -  PONTOON
 FG1838  PID         -  FG1838
 FG1838  STATE/COUNTY-  AR/CONWAY
 FG1838  USGS QUAD   -  CASA (1972)
 FG1838
 FG1838                         *CURRENT SURVEY CONTROL
 FG1838  ___________________________________________________________________
 FG1838* NAD 83(1997)-  35 05 54.12875(N)    093 00 24.33510(W)     ADJUSTED  
 FG1838* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FG1838  ___________________________________________________________________
 FG1838  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 FG1838  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FG1838
 FG1838  HORZ ORDER  -  FIRST
 FG1838
 FG1838.The horizontal coordinates were established by classical geodetic methods
 FG1838.and adjusted by the National Geodetic Survey in September 1999..
 FG1838
 FG1838.The orthometric height was scaled from a topographic map.
 FG1838
 FG1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1838
 FG1838.The geoid height was determined by GEOID03.
 FG1838
 FG1838;                    North         East     Units Scale Factor Converg.
 FG1838;SPC AR N     -    85,343.663   308,209.070   MT  0.99997166   -0 35 09.0
 FG1838;SPC AR N     -   279,998.33  1,011,182.59   sFT  0.99997166   -0 35 09.0
 FG1838;UTM  15      - 3,883,951.933   499,383.901   MT  0.99960000   -0 00 14.0
 FG1838
 FG1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1838!SPC AR N     -   0.99998538  x   0.99997166  =   0.99995705
 FG1838!UTM  15      -   0.99998538  x   0.99960000  =   0.99958539
 FG1838
 FG1838:                Primary Azimuth Mark                     Grid Az
 FG1838:SPC AR N     -  PONTOON AZ MK                            072 51 03.4
 FG1838:UTM  15      -  PONTOON AZ MK                            072 16 08.4
 FG1838
 FG1838|---------------------------------------------------------------------|
 FG1838| PID    Reference Object                     Distance      Geod. Az  |
 FG1838|                                                           dddmmss.s |
 FG1838| CI2040 PONTOON AZ MK                                      0721554.4 |
 FG1838| CI2042 PONTOON RM 2                         22.030 METERS 13521     |
 FG1838| CI2041 PONTOON RM 1                         16.800 METERS 26137     |
 FG1838|---------------------------------------------------------------------|
 FG1838
 FG1838                          SUPERSEDED SURVEY CONTROL
 FG1838
 FG1838  NAD 83(1986)-  35 05 54.14221(N)    093 00 24.32981(W) AD(       ) 1
 FG1838  NAD 27      -  35 05 53.83000(N)    093 00 23.71000(W) AD(       ) 1
 FG1838
 FG1838.Superseded values are not recommended for survey control.
 FG1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1838.See file dsdata.txt to determine how the superseded data were derived.
 FG1838
 FG1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9938483952(NAD 83)
 FG1838_MARKER: DS = TRIANGULATION STATION DISK
 FG1838_SETTING: 80 = SET IN A BOULDER
 FG1838_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1838
 FG1838  HISTORY     - Date     Condition        Report By
 FG1838  HISTORY     - 1940     MONUMENTED       CGS
 FG1838
 FG1838                          STATION DESCRIPTION
 FG1838
 FG1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1838'STATION IS LOCATED IN THE SW CORNER OF CONWAY COUNTY, ON THE
 FG1838'W SIDE OF PETIT JEAN MESA, ABOUT 100 YARDS FROM THE EXTREME
 FG1838'NW END OF A PROMINENT BENCH THAT OVERLOOKS THE ARKANSAS RIVER
 FG1838'AND ABOUT 250 YARDS FROM THE END OF AN OLD TRAMWAY.  IT IS ABOUT
 FG1838'3-1/2 MILES SSE OF FOWLER, 10 MILES E OF CENTERVILLE, 5-1/2
 FG1838'MILES NE OF CASA AND 1-1/4 MILES SE OF THE PONTOON STORE
 FG1838'BUILDING, WHICH IS LOCATED AT THE JUNCTION OF THE STATE PARK
 FG1838'HIGHWAY TO PETIT JEAN STATE PARK AND A NEW ROAD LEADING S
 FG1838'TO CASA.
 FG1838'
 FG1838'THE STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 FG1838'BOULDER 4 BY 4 FEET IN SIZE, THE TOP OF WHICH PROJECTS ABOUT
 FG1838'12 INCHES ABOVE THE GROUND.  THERE IS A WHITE REFERENCE POST
 FG1838'12 FEET SW OF THE STATION.
 FG1838'
 FG1838'REFERENCE MARK NO.1 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 FG1838'IN A BOULDER ABOUT 4 BY 10 FEET IN SIZE, THE TOP OF WHICH
 FG1838'PROJECTS ABOUT 3 FEET ABOVE THE SURFACE OF THE GROUND, AND
 FG1838'IS STAMPED PONTOON NO.1, 1940.  IT IS ABOUT THE SAME ELEVATION
 FG1838'AS THE STATION.
 FG1838'
 FG1838'REFERENCE MARK NO.2 IS A STANDARD DISK WEDGED IN A DRILL
 FG1838'HOLE IN A BOULDER ABOUT 10 BY 10 FEET IN SIZE, THE TOP OF
 FG1838'WHICH PROJECTS ABOUT 18 INCHES ABOVE THE SURFACE OF THE GROUND,
 FG1838'AND IS STAMPED PONTOON NO.2, 1940.  IT IS ABOUT THE SAME
 FG1838'ELEVATION AS THE STATION.
 FG1838'
 FG1838'THE AZIMUTH MARK IS A STANDARD DISK, AND IS ABOUT 0.5 MILE
 FG1838'FROM THE STATION, 50 FEET N OF THE TRACK ROAD LEADING TO THE
 FG1838'STATION, WEDGED IN A DRILL HOLE IN A BOULDER ABOUT 8 BY 10
 FG1838'FEET IN SIZE, THE TOP OF WHICH PROJECTS ABOUT 3 FEET ABOVE
 FG1838'THE SURFACE OF THE GROUND.  THE BOULDER IS FLAT-TOPPED AND
 FG1838'ABOUT 100 FEET N OF A SMALL RAVINE.  THERE IS A WHITE REFERENCE
 FG1838'POST 33 FEET W OF THE MARK.  THE DISK IS STAMPED PONTOON 1940.
 FG1838'
 FG1838'TO REACH THE STATION FROM CENTERVILLE, TAKE THE ROAD LEADING
 FG1838'E TOWARD FOWLER FOR 8.2 MILES, TURN RIGHT, (E) FOR 1.9 MILES TO
 FG1838'PONTOON STORE, TURN LEFT AND CONTINUE E FOR 4.4 MILES TO SUMMIT
 FG1838'OF RIDGE AND ROAD LEADING S TO CASA.  AT THIS POINT THERE IS
 FG1838'A SIGN, SEVEN HOLLOWS, STATE HIGHWAY 10, 10 MILES.  FOLLOW
 FG1838'ROAD TOWARDS CASA FOR 2.35 MILES TO A RIGHT-ANGLE TURN IN THE
 FG1838'ROAD AND A BUNGALOW.  LEAVE MAIN-TRAVELED ROAD, PASS TO LEFT
 FG1838'OF BUNGALOW AND FOLLOW VERY POOR ROAD N THROUGH THE BARNYARD,
 FG1838'GO 0.1 MILE AND CROSS CREEK, GO 0.1 MILE AND CROSS CREEK
 FG1838'AGAIN, TAKE RIGHT FORK AND CONTINUE 0.6 MILE ON
 FG1838'MAIN-TRAVELED TRACK ROAD N TO OLD SAWMILL SITE.  BEAR TO
 FG1838'RIGHT AND FOLLOW MAIN-TRAVELED TRACK ROAD N ABOUT 2.0
 FG1838'MILES TO SUMMIT OF THE BENCH.
 FG1838'
 FG1838'TURN LEFT, (W) AND FOLLOW BENCH FOR 0.3 MILE TO STATION ON
 FG1838'HIGHEST POINT.
 FG1838'
 FG1838'TO REACH THE AZIMUTH MARK, FOLLOW TRACK ROAD FROM STATION
 FG1838'BACK TO THE FIRST RAVINE ABOUT 0.75 MILE BY TRACK ROAD.  THE
 FG1838'MARK IS IN THE LARGEST BOULDER IN THE VICINITY.
 FG1838'
 FG1838'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0875 ***********************************************************************
 GF0875  DESIGNATION -  POOR
 GF0875  PID         -  GF0875
 GF0875  STATE/COUNTY-  AR/BENTON
 GF0875  USGS QUAD   -  GARFIELD (1976)
 GF0875
 GF0875                         *CURRENT SURVEY CONTROL
 GF0875  ___________________________________________________________________
 GF0875* NAD 83(1997)-  36 24 04.85618(N)    093 55 01.25302(W)     ADJUSTED  
 GF0875* NAVD 88     -       551.     (meters)    1808.     (feet)  SCALED    
 GF0875  ___________________________________________________________________
 GF0875  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GF0875  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GF0875
 GF0875  HORZ ORDER  -  FIRST
 GF0875
 GF0875.The horizontal coordinates were established by classical geodetic methods
 GF0875.and adjusted by the National Geodetic Survey in September 1999..
 GF0875
 GF0875.The orthometric height was scaled from a topographic map.
 GF0875
 GF0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0875
 GF0875.The geoid height was determined by GEOID03.
 GF0875
 GF0875;                    North         East     Units Scale Factor Converg.
 GF0875;SPC AR N     -   231,114.199   228,039.339   MT  1.00003753   -1 06 55.8
 GF0875;SPC AR N     -   758,247.17    748,159.06   sFT  1.00003753   -1 06 55.8
 GF0875;SPC MO W     -    26,197.700   902,293.663   MT  0.99997486   +0 20 45.5
 GF0875;UTM  15      - 4,028,855.932   417,771.402   MT  0.99968331   -0 32 39.2
 GF0875
 GF0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0875!SPC AR N     -   0.99991793  x   1.00003753  =   0.99995546
 GF0875!SPC MO W     -   0.99991793  x   0.99997486  =   0.99989279
 GF0875!UTM  15      -   0.99991793  x   0.99968331  =   0.99960127
 GF0875
 GF0875|---------------------------------------------------------------------|
 GF0875| PID    Reference Object                     Distance      Geod. Az  |
 GF0875|                                                           dddmmss.s |
 GF0875| CI2044 POOR RM 1                            19.397 METERS 02335     |
 GF0875| GF0913 SUGAR                               APPROX.16.0 KM 0275157.9 |
 GF0875| GF0845 EUREKA SPRINGS MUN STANDPIPE        APPROX.15.3 KM 0910632.1 |
 GF0875| CI2046 POOR RM 3                            24.351 METERS 16602     |
 GF0875| GG0592 ROGERS GREGORY ROBINSON TANK        APPROX.19.2 KM 2475538.8 |
 GF0875| CI2047 POOR RM 4                                          28003     |
 GF0875| CI2045 POOR RM 2                            24.004 METERS 28141     |
 GF0875| CI2043 POOR AZ MK                                         3435937.0 |
 GF0875|---------------------------------------------------------------------|
 GF0875
 GF0875                          SUPERSEDED SURVEY CONTROL
 GF0875
 GF0875  NAD 83(1997)-  36 24 04.86458(N)    093 55 01.25312(W) AD(       ) 1
 GF0875  NAD 83(1997)-  36 24 04.86788(N)    093 55 01.25411(W) AD(       ) 1
 GF0875  NAD 83(1986)-  36 24 04.86784(N)    093 55 01.25404(W) AD(       ) 1
 GF0875  NAD 27      -  36 24 04.61000(N)    093 55 00.54800(W) AD(       ) 1
 GF0875
 GF0875.Superseded values are not recommended for survey control.
 GF0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0875.See file dsdata.txt to determine how the superseded data were derived.
 GF0875
 GF0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1777128856(NAD 83)
 GF0875_MARKER: DS = TRIANGULATION STATION DISK
 GF0875_SETTING: 80 = SET IN A BOULDER
 GF0875_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GF0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0875+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 GF0875
 GF0875  HISTORY     - Date     Condition        Report By
 GF0875  HISTORY     - 1940     MONUMENTED       CGS
 GF0875  HISTORY     - 1961     GOOD             CGS
 GF0875  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GF0875  HISTORY     - 20051103 GOOD             GEOCAC
 GF0875
 GF0875                          STATION DESCRIPTION
 GF0875
 GF0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0875'STATION IS 10 MILES W OF EUREKA SPRINGS, 4-1/2 MILES SW OF
 GF0875'GARFIELD, ON THE S END AND HIGHEST PART OF POOR MOUNTAIN
 GF0875'IN THE SW 1/4 OF SEC. 13, T 20 N, R 28 W.
 GF0875'
 GF0875'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 GF0875'IN CONCRETE AS DESCRIBED.
 GF0875'
 GF0875'STATION MARK IS ON HIGHEST PART OF WOODED, ROUND-TOPPED
 GF0875'HILL, 10 FEET NE OF WHITE REFERENCE POST.  IT IS A STANDARD
 GF0875'DISK STAMPED POOR 1940, AND IS SET IN A BOULDER WHICH PROJECTS
 GF0875'4 INCHES.
 GF0875'
 GF0875'REFERENCE MARK NO. 1 IS NNE OF THE STATION, ABOUT 1 FOOT
 GF0875'LOWER THAN STATION, IS STAMPED POOR NO. 1 1940, AND PROJECTS
 GF0875'4 INCHES.
 GF0875'
 GF0875'REFERENCE MARK NO. 2 IS W BY N OF THE STATION, ABOUT 1 FOOT
 GF0875'LOWER, IS STAMPED POOR NO. 2 1940, AND PROJECTS 4 INCHES.
 GF0875'
 GF0875'AZIMUTH MARK IS 0.2 MILE N BY W OF THE STATION ON N END OF
 GF0875'SAME HILL, 24 FEET E OF WOODS ROAD TO STATION, 17 FEET E
 GF0875'BY N OF WHITE REFERENCE POST, IS STAMPED POOR 1940, AND
 GF0875'PROJECTS 8 INCHES.
 GF0875'
 GF0875'TO REACH FROM THE RAILROAD DEPOT IN GARFIELD GO E ON GRAVELED
 GF0875'ROAD ALONG N SIDE OF RAILROAD TRACKS FOR 0.15 MILE AND TURN
 GF0875'RIGHT (S), CROSS TRACKS AND FOLLOW ROAD E FOR 0.6 MILE TO
 GF0875'FORKS, TAKE LEFT FORK AND FOLLOW MAIN ROAD S AND E FOR 3.7
 GF0875'MILES TO FARM ENTRANCE ROAD ON THE RIGHT, TURN RIGHT ON THIS
 GF0875'FARM ENTRANCE AND GO 0.2 MILE TO HOUSE AND BARN, TAKE LEFT
 GF0875'FORK JUST S OF THE BARN AND GO THROUGH FIELD ENTRANCE, WIRE
 GF0875'GATE, INTO WOODED PASTURE, FOLLOW DIM TRAIL S UP HILL FOR
 GF0875'0.4 MILE TO THE AZIMUTH MARK ON LEFT SIDE OF THE TRAIL,
 GF0875'CONTINUE S UP HILL FOR 0.2 MILE TO HIGHEST POINT AND THE
 GF0875'STATION.
 GF0875'
 GF0875'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GF0875
 GF0875                          STATION RECOVERY (1961)
 GF0875
 GF0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0875'THE STATION AND REFERENCE MARK 2 WERE RECOVERED.  THE AZIMUTH
 GF0875'MARK AND REFERENCE MARK 1 WERE BELIEVED TO HAVE BEEN DESTROYED
 GF0875'BY BULLDOZERS CLEARING TREES FROM HILLTOP.  THE DIRECTION
 GF0875'TO REFERENCE MARK 2 CHECKED AND A SHORTER MEASUREMENT OF
 GF0875'.005 METERS WAS FOUND.  THE TREES NORTH OF THE STATION HAVE
 GF0875'BEEN CLEARED FROM HILLTOP AND THE WITNESS POST WAS MISSING.
 GF0875'THE STATION COULD NOT BE REACHED FROM THE NORTH SIDE OF HILL
 GF0875'AS THE DESCRIPTION STATED.  TWO NEW REFERENCE MARKS 3 AND 4
 GF0875'WERE ESTABLISHED AT THIS TIME.  THE PROPERTY OWNER HAS
 GF0875'CHANGED.
 GF0875'
 GF0875'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 GF0875'
 GF0875'THE STATION IS ABOUT 10 MILES WEST OF EUREKA SPRINGS, ABOUT
 GF0875'5 MILES SOUTHEAST OF THE SMALL VILLAGE OF GARFIELD, ON THE
 GF0875'SOUTH END AND HIGHEST PART OF A MOUNTAIN KNOWN LOCALLY AS
 GF0875'POOR MOUNTAIN.  IT IS AT THE SOUTH EDGE OF A CLEARED AREA,
 GF0875'ON THE PROPERTY OF MR. J.B. KILBY AND IS IN THE SOUTHWEST
 GF0875'1/4 OF SECTION 13, T. 20 N., R. 28 W.  IT IS 3 FEET SOUTHWEST
 GF0875'OF A WITNESS POST AND 30 FEET EAST OF A 10 INCH OAK TREE
 GF0875'WITH A TRIANGULAR BLAZE ON THE NORTH SIDE.  THE DISK IS SET
 GF0875'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE
 GF0875'GROUND.  THE DISK IS STAMPED POOR 1940.
 GF0875'
 GF0875'TO REACH FROM THE GARFIELD SCHOOL IN THE VILLAGE OF GARFIELD,
 GF0875'GO SOUTHEAST ON HIGHWAY 62 FOR 0.05 MILE TO A SIDE ROAD
 GF0875'RIGHT.  TURN SHARP RIGHT AND GO WEST ON A GRAVELED ROAD
 GF0875'FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 GF0875'ACROSS RAILROAD TRACK FOR 0.05 MILE TO A Y-FORK.  KEEP LEFT
 GF0875'AND GO SOUTHEAST ON A GRAVELED ROAD FOR 0.6 MILE TO A Y-FORK.
 GF0875'KEEP LEFT AND FOLLOW MAIN TRAVELED ROAD (GRAVELED) SOUTHEAST
 GF0875'FOR 1.8 MILES TO WHERE MAIN ROAD CURVES RIGHT.  TURN RIGHT AND
 GF0875'GO SOUTH ON MAIN TRAVELED, GRAVELED ROAD FOR 0.85 MILE TO
 GF0875'A REVERSE Y.  KEEP LEFT AND GO EAST ON A GRAVELED ROAD FOR
 GF0875'0.9 MILE TO A Y-FORK.  KEEP RIGHT AND GO EAST AND SOUTH ON
 GF0875'A TRACK ROAD FOR 0.75 MILE TO A HOUSE ON THE LEFT.
 GF0875'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO A DIM TRACK
 GF0875'ROAD LEFT.  TURN LEFT AND GO EAST UP HILL ON THE TRACK
 GF0875'ROAD FOR 0.2 MILE TO REFERENCE MARK 4 ON THE LEFT.
 GF0875'CONTINUE EAST ON DIM ROAD FOR 0.05 MILE TO THE STATION.
 GF0875'
 GF0875'REFERENCE MARK 2 IS 12 FEET SOUTH OF THE CENTERLINE OF THE
 GF0875'DIM ROAD, 16 FEET NORTH OF A TWIN TRUNK 36 INCH OAK TREE
 GF0875'AND 80 FEET WEST OF THE WITNESS POST.  THE MONUMENT PROJECTS
 GF0875'3 INCHES AND THE DISK IS STAMPED POOR NO 2 1940.
 GF0875'
 GF0875'REFERENCE MARK 3 IS 27 FEET NORTHEAST OF A 7 INCH OAK TREE
 GF0875'AND 26 FEET NORTHWEST OF AN 8 INCH OAK TREE.  THE MONUMENT
 GF0875'IS FLUSH AND THE DISK IS STAMPED POOR NO 3 1940.
 GF0875'
 GF0875'REFERENCE MARK 4 IS 8 FEET SOUTH OF A WITNESS POST, 16 FEET
 GF0875'SOUTH OF A 30 INCH OAK TREE AND 43 FEET NORTH OF THE CENTERLINE
 GF0875'OF DIM ROAD LEADING TO STATION.  THE MONUMENT PROJECTS 4
 GF0875'INCHES AND THE DISK IS STAMPED POOR NO 4 1940.
 GF0875'
 GF0875'THE DIRECTION TO REFERENCE MARK 4 WAS OBTAINED BY PRECISE METHODS.
 GF0875'
 GF0875'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GF0875
 GF0875                          STATION RECOVERY (1988)
 GF0875
 GF0875'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0875'MARK NOT FOUND.
 GF0875
 GF0875                          STATION RECOVERY (2005)
 GF0875
 GF0875'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GF0875'GEOCAC FIRST REPORT.
 GF0875'STATION RECOVERED IN GOOD SHAPE.
 GF0875'ALSO FOUND REFERENCE MARK 2.
 GF0875'REFERENCE MARK 1 APPEARS TO BE UNDER A NEWLY BUILT HOUSE.
 GF0875'AZIMUTH MARK NOT FOUND THIS DATE.
 GF0875'ALL DIM ROADS ARE NOW PAVED.
 GF0875'THE MARK IS IN THE NORTHWEST CORNER OF THE PAVED PARKING LOT 2 INCHES
 GF0875'BELOW THE SURFACE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2026 ***********************************************************************
 FF2026  DESIGNATION -  PORT
 FF2026  PID         -  FF2026
 FF2026  STATE/COUNTY-  AR/CRITTENDEN
 FF2026  USGS QUAD   -  FLETCHER LAKE (1993)
 FF2026
 FF2026                         *CURRENT SURVEY CONTROL
 FF2026  ___________________________________________________________________
 FF2026* NAD 83(1997)-  35 06 54.96479(N)    090 11 09.24429(W)     ADJUSTED  
 FF2026* NAVD 88     -        72.6    (meters)     238.     (feet)  VERTCON   
 FF2026  ___________________________________________________________________
 FF2026  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FF2026  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF2026
 FF2026  HORZ ORDER  -  FIRST
 FF2026
 FF2026.The horizontal coordinates were established by classical geodetic methods
 FF2026.and adjusted by the National Geodetic Survey in September 1999..
 FF2026
 FF2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2026
 FF2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2026
 FF2026.The geoid height was determined by GEOID03.
 FF2026
 FF2026;                    North         East     Units Scale Factor Converg.
 FF2026;SPC AR N     -    88,272.478   565,358.742   MT  0.99996922   +1 03 20.2
 FF2026;SPC AR N     -   289,607.29  1,854,847.81   sFT  0.99996922   +1 03 20.2
 FF2026;SPC TN       -    94,916.032   218,519.603   MT  1.00002651   -2 27 02.1
 FF2026;SPC TN       -   311,403.68    716,926.40   sFT  1.00002651   -2 27 02.1
 FF2026;UTM  15      - 3,889,450.555   756,465.705   MT  1.00041070   +1 37 10.6
 FF2026
 FF2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2026!SPC AR N     -   0.99999288  x   0.99996922  =   0.99996210
 FF2026!SPC TN       -   0.99999288  x   1.00002651  =   1.00001939
 FF2026!UTM  15      -   0.99999288  x   1.00041070  =   1.00040357
 FF2026
 FF2026:                Primary Azimuth Mark                     Grid Az
 FF2026:SPC AR N     -  W MEMPHIS PLANTERS COMPRESS TK           001 43 53.7
 FF2026:SPC TN       -  W MEMPHIS PLANTERS COMPRESS TK           005 14 16.0
 FF2026:UTM  15      -  W MEMPHIS PLANTERS COMPRESS TK           001 10 03.3
 FF2026
 FF2026|---------------------------------------------------------------------|
 FF2026| PID    Reference Object                     Distance      Geod. Az  |
 FF2026|                                                           dddmmss.s |
 FF2026| FF2034 W MEMPHIS PLANTERS COMPRESS TK      APPROX. 1.9 KM 0024713.9 |
 FF2026| FF2040 WEST MEMPHIS PLANTERS E TANK        APPROX. 2.0 KM 0110632.2 |
 FF2026| FF2028 V 217 TPT                           182.035 METERS 03458     |
 FF2026| FF1036 V 217                               188.924 METERS 03458     |
 FF2026| CI5300 PORT RM 1                            21.235 METERS 05559     |
 FF2026| CI5301 PORT RM 2                            23.658 METERS 18947     |
 FF2026| FF2030 PORT AZ MK                          452.092 METERS 1912544.4 |
 FF2026| FF2029 PORT AZ MK TPT                      444.604 METERS 1912634.7 |
 FF2026|---------------------------------------------------------------------|
 FF2026
 FF2026                          SUPERSEDED SURVEY CONTROL
 FF2026
 FF2026  NAD 83(1997)-  35 06 54.96498(N)    090 11 09.24429(W) AD(       ) 1
 FF2026  NAD 83(1997)-  35 06 54.96858(N)    090 11 09.24376(W) AD(       ) 1
 FF2026  NAD 83(1997)-  35 06 54.97502(N)    090 11 09.24486(W) AD(       ) 1
 FF2026  NAD 83(1986)-  35 06 54.97514(N)    090 11 09.24480(W) AD(       ) 1
 FF2026  NAD 27      -  35 06 54.64494(N)    090 11 08.90406(W) AD(       ) 1
 FF2026  NGVD 29 (07/19/86)   72.6    (m)          238.     (f) VERT ANG       
 FF2026
 FF2026.Superseded values are not recommended for survey control.
 FF2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2026.See file dsdata.txt to determine how the superseded data were derived.
 FF2026
 FF2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5646689451(NAD 83)
 FF2026_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF2026
 FF2026  HISTORY     - Date     Condition        Report By
 FF2026  HISTORY     - 1979     MONUMENTED       NGS
 FF2026
 FF2026                          STATION DESCRIPTION
 FF2026
 FF2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2026'THE STATION IS LOCATED ABOUT 3.2 KILOMETERS (2 MI) SOUTH OF
 FF2026'WEST MEMPHIS, 1.2 KILOMETERS (3/4 MI) WEST OF THE
 FF2026'MISSISSIPPI RIVER AND ATOP THE MAIN LEVEE.  PERMISSION WAS
 FF2026'OBTAINED FROM CHIEF ENGINEER OF THE ST FRANCIS LEVEE
 FF2026'DISTRICT, MR. BURRELL B. FAIR, P.O. BOX 308,
 FF2026'WEST MEMPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 FF2026'
 FF2026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70,
 FF2026'79 AND STATE HIGHWAY 77 IN WEST MEMPHIS, GO WEST ON
 FF2026'U.S. HIGHWAYS 70 AND 79 FOR 0.5 MILE (0.8 KM) TO THE
 FF2026'INTERSECTION OF AVALON STREET.  TURN LEFT AND GO SOUTH
 FF2026'AND EAST ON AVALON STREET FOR 1.65 MILES (2.66 KM) TO
 FF2026'WHERE THE ROAD TURNS RIGHT AT THE END OF THE PAVEMENT.
 FF2026'TURN RIGHT, CROSS THE RAILROAD TRACKS AND GO SOUTH ON A
 FF2026'GRAVELED ROAD FOR 1.55 MILES (2.49 KM) TO WHERE THE ROAD
 FF2026'TURNS RIGHT AT A LOCKED GATE ON THE LEFT.  TURN LEFT,
 FF2026'PASS THROUGH THE GATE AND GO EAST FOR 0.1 MILE (0.16 KM) TO
 FF2026'THE TOP OF THE LEVEE.  TURN LEFT AND GO NORTHERLY ON THE
 FF2026'LEVEE ROAD FOR 0.1 MILE (0.16 KM) TO A LOCKED GATE.
 FF2026'CONTINUE NORTHERLY ON THE LEVEE ROAD FOR 0.4 MILE (0.64 KM)
 FF2026'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY ON THE
 FF2026'LEVEE ROAD FOR 0.3 MILE (0.48 KM) TO THE STATION ON THE LEFT.
 FF2026'
 FF2026'THE STATION IS A STANDARD NGS DISK
 FF2026'STAMPED---PORT 1979---,
 FF2026'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2026'FLUSH WITH GROUND.  IT IS LOCATED
 FF2026'5.6 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2026'1.6 METERS WEST FROM A METAL WITNESS POST.
 FF2026'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF2026'STAMPED---PORT 1979---,
 FF2026'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1 METER
 FF2026'BELOW THE SURFACE.
 FF2026'
 FF2026'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 FF2026'STAMPED---PORT NO 1 1979---,
 FF2026'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2026'FLUSH WITH GROUND.  IT IS LOCATED
 FF2026'4.7 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2026'1.4 METERS NORTH FROM A METAL WITNESS POST.
 FF2026'MARK IS LEVEL WITH STATION.
 FF2026'
 FF2026'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 FF2026'STAMPED---PORT NO 2 1979---,
 FF2026'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2026'FLUSH WITH GROUND.  IT IS LOCATED
 FF2026'3.5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2026'1.21 METERS NORTH-NORTHEAST FROM A METAL WITNESS POST.
 FF2026'MARK IS LEVEL WITH STATION.
 FF2026'
 FF2026'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 FF2026'STAMPED---PORT 1979---,
 FF2026'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2026'FLUSH WITH GROUND.  IT IS LOCATED
 FF2026'4.3 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2026'1.3 METERS NORTHWEST FROM A METAL WITNESS POST.
 FF2026'
 FF2026'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 33.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2030 ***********************************************************************
 FF2030  DESIGNATION -  PORT AZ MK
 FF2030  PID         -  FF2030
 FF2030  STATE/COUNTY-  AR/CRITTENDEN
 FF2030  USGS QUAD   -  FLETCHER LAKE (1993)
 FF2030
 FF2030                         *CURRENT SURVEY CONTROL
 FF2030  ___________________________________________________________________
 FF2030* NAD 83(1997)-  35 06 40.58563(N)    090 11 12.78187(W)     ADJUSTED  
 FF2030* NAVD 88     -        72.7    (meters)     239.     (feet)  VERTCON   
 FF2030  ___________________________________________________________________
 FF2030  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FF2030  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF2030
 FF2030  HORZ ORDER  -  SECOND
 FF2030
 FF2030.The horizontal coordinates were established by classical geodetic methods
 FF2030.and adjusted by the National Geodetic Survey in September 1999..
 FF2030
 FF2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2030
 FF2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2030
 FF2030.The geoid height was determined by GEOID03.
 FF2030
 FF2030;                    North         East     Units Scale Factor Converg.
 FF2030;SPC AR N     -    87,827.788   565,277.340   MT  0.99996978   +1 03 18.2
 FF2030;SPC AR N     -   288,148.33  1,854,580.74   sFT  0.99996978   +1 03 18.2
 FF2030;SPC TN       -    94,477.128   218,411.151   MT  1.00002738   -2 27 04.2
 FF2030;SPC TN       -   309,963.71    716,570.58   sFT  1.00002738   -2 27 04.2
 FF2030;UTM  15      - 3,889,004.890   756,388.649   MT  1.00041022   +1 37 08.0
 FF2030
 FF2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2030!SPC AR N     -   0.99999286  x   0.99996978  =   0.99996264
 FF2030!SPC TN       -   0.99999286  x   1.00002738  =   1.00002024
 FF2030!UTM  15      -   0.99999286  x   1.00041022  =   1.00040308
 FF2030
 FF2030:                Primary Azimuth Mark                     Grid Az
 FF2030:SPC AR N     -  W MEMPHIS PLANTERS COMPRESS TK           003 22 48.1
 FF2030:SPC TN       -  W MEMPHIS PLANTERS COMPRESS TK           006 53 10.5
 FF2030:UTM  15      -  W MEMPHIS PLANTERS COMPRESS TK           002 48 58.3
 FF2030
 FF2030|---------------------------------------------------------------------|
 FF2030| PID    Reference Object                     Distance      Geod. Az  |
 FF2030|                                                           dddmmss.s |
 FF2030| FF2034 W MEMPHIS PLANTERS COMPRESS TK      APPROX. 2.4 KM 0042606.3 |
 FF2030| FF2040 WEST MEMPHIS PLANTERS E TANK        APPROX. 2.4 KM 0111003.5 |
 FF2030| FF2026 PORT                                452.092 METERS 0112542.4 |
 FF2030| FF2037 WEST MEMPHIS N MUNICIPAL TANK       APPROX. 5.1 KM 3594500.5 |
 FF2030|---------------------------------------------------------------------|
 FF2030
 FF2030                          SUPERSEDED SURVEY CONTROL
 FF2030
 FF2030  NAD 83(1997)-  35 06 40.58582(N)    090 11 12.78186(W) AD(       ) 2
 FF2030  NAD 83(1997)-  35 06 40.58942(N)    090 11 12.78127(W) AD(       ) 2
 FF2030  NAD 83(1986)-  35 06 40.59596(N)    090 11 12.78236(W) AD(       ) 2
 FF2030  NAD 27      -  35 06 40.26548(N)    090 11 12.44159(W) AD(       ) 2
 FF2030  NGVD 29 (07/19/86)   72.7    (m)          239.     (f) VERT ANG       
 FF2030
 FF2030.Superseded values are not recommended for survey control.
 FF2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2030.See file dsdata.txt to determine how the superseded data were derived.
 FF2030
 FF2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5638989005(NAD 83)
 FF2030_MARKER: DZ = AZIMUTH MARK DISK
 FF2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF2030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2030+STABILITY: SURFACE MOTION
 FF2030
 FF2030  HISTORY     - Date     Condition        Report By
 FF2030  HISTORY     - 1979     MONUMENTED       NGS
 FF2030
 FF2030                          STATION DESCRIPTION
 FF2030
 FF2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2030'THE STATION IS LOCATED ABOUT 3.2 KILOMETERS (2 MI.) SOUTH OF WEST
 FF2030'MEMPHIS, 1.2 KILOMETERS (3/4 MI.) WEST OF THE MISSISSIPPI RIVER
 FF2030'AND ATOP THE MAIN LEVEE.  PERMISSION WAS OBTAINED FROM CHIEF
 FF2030'ENGINEER OF THE ST. FRANCIS LEVEE DISTRICT, MR. BURRELL B. FAIR,
 FF2030'P.O. BOX 308, WEST MEMPHIS, ARKANSAS, 72301. TELEPHONE 735-1062.
 FF2030'
 FF2030'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79
 FF2030'AND STATE HIGHWAY 77 IN WEST MEMPHIS, GO WEST ON HIGHWAYS 70 AND
 FF2030'79 FOR 0.5 MILE (0.80 KM.) TO AVALON STREET.  TURN LEFT AND GO
 FF2030'SOUUTH AND EAST ON AVALON STREET FOR 1.65 MILES (2.66 KM.) TO
 FF2030'WHERE THE ROAD TURNS RIGHT AND THE END OF PAVEMENT.  TURN RIGHT,
 FF2030'CROSS RAILROAD TRACKS AND GO SOUTH ON A GRAVEL ROAD FOR 1.55 MILES
 FF2030'(2.49 KM.) TO WHERE THE ROAD TURNS RIGHT AND A LOCKED GATE ON THE
 FF2030'LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO EAST FOR 0.1
 FF2030'MILE (0.16 KM.) TO THE TOP OF A LEVEE.  TURN LEFT AND GO NORTH ON
 FF2030'TOP OF THE LEVEE FOR 0.1 MILE (0.16 KM.) TO A LOCKED GATE.
 FF2030'CONTINUE NORTHERLY ON THE LEVEE ROAD FOR 0.4 MILE (0.64 KM.)
 FF2030'TO THE STATION MARK ON THE LEFT.
 FF2030'
 FF2030'THE STATION IS A STANDARD NGS AZIMUTH DISK
 FF2030'STAMPED---PORT 1979---,
 FF2030'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2030'FLUSH WITH GROUND.  IT IS LOCATED
 FF2030'4.3 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2030'1.3 METERS NORTHWEST FROM A METAL WITNESS POST.
 FF2030'
 FF2030'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET.
 FF2030'
 FF2030'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2694 ***********************************************************************
 EH2694  DESIGNATION -  PORTER
 EH2694  PID         -  EH2694
 EH2694  STATE/COUNTY-  AR/CRITTENDEN
 EH2694  USGS QUAD   -  ROBINSONVILLE (1981)
 EH2694
 EH2694                         *CURRENT SURVEY CONTROL
 EH2694  ___________________________________________________________________
 EH2694* NAD 83(1997)-  34 52 06.12378(N)    090 20 45.66860(W)     ADJUSTED  
 EH2694* NAVD 88     -        68.7    (meters)     225.     (feet)  VERTCON   
 EH2694  ___________________________________________________________________
 EH2694  X           -     -31,637.960 (meters)                     COMP
 EH2694  Y           -  -5,238,727.504 (meters)                     COMP
 EH2694  Z           -   3,625,918.672 (meters)                     COMP
 EH2694  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 EH2694  ELLIP HEIGHT-          41.31  (meters)          (09/24/01) GPS OBS
 EH2694  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EH2694
 EH2694  HORZ ORDER  -  FIRST
 EH2694  ELLP ORDER  -  FOURTH    CLASS II
 EH2694
 EH2694.The horizontal coordinates were established by classical geodetic methods
 EH2694.and adjusted by the National Geodetic Survey in September 1999..
 EH2694
 EH2694.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2694
 EH2694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2694
 EH2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2694
 EH2694.The ellipsoidal height was determined by GPS observations
 EH2694.and is referenced to NAD 83.
 EH2694
 EH2694.The geoid height was determined by GEOID03.
 EH2694
 EH2694;                    North         East     Units Scale Factor Converg.
 EH2694;SPC AR N     -    60,628.365   551,225.207   MT  1.00001341   +0 57 44.8
 EH2694;SPC AR N     -   198,911.56  1,808,478.03   sFT  1.00001341   +0 57 44.8
 EH2694;SPC MS W     -   595,270.731   698,840.150   MT  0.99995002   -0 00 26.1
 EH2694;SPC MS W     - 1,952,984.06  2,292,778.06   sFT  0.99995002   -0 00 26.1
 EH2694;SPC AR S     -   645,428.157   551,227.381   MT  1.00002427   +0 55 32.6
 EH2694;SPC AR S     - 2,117,542.21  1,808,485.17   sFT  1.00002427   +0 55 32.6
 EH2694;UTM  15      - 3,861,659.205   742,597.636   MT  1.00032543   +1 31 04.8
 EH2694
 EH2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2694!SPC AR N     -   0.99999352  x   1.00001341  =   1.00000693
 EH2694!SPC MS W     -   0.99999352  x   0.99995002  =   0.99994354
 EH2694!SPC AR S     -   0.99999352  x   1.00002427  =   1.00001779
 EH2694!UTM  15      -   0.99999352  x   1.00032543  =   1.00031894
 EH2694
 EH2694|---------------------------------------------------------------------|
 EH2694| PID    Reference Object                     Distance      Geod. Az  |
 EH2694|                                                           dddmmss.s |
 EH2694| CY7131 PORTER RM 1                          22.836 METERS 02559     |
 EH2694| EH2695 PORTER AZ MK                        APPROX. 0.6 KM 0592814.1 |
 EH2694| CY7132 PORTER RM 2                          25.554 METERS 27025     |
 EH2694|---------------------------------------------------------------------|
 EH2694
 EH2694                          SUPERSEDED SURVEY CONTROL
 EH2694
 EH2694  ELLIP H (09/14/99)   41.41   (m)                       GP(       ) 4 1
 EH2694  NAD 83(1997)-  34 52 06.12375(N)    090 20 45.66801(W) AD(       ) 1
 EH2694  NAD 83(1997)-  34 52 06.12378(N)    090 20 45.66744(W) AD(       ) 1
 EH2694  NAD 83(1997)-  34 52 06.12492(N)    090 20 45.67236(W) AD(       ) 1
 EH2694  NAD 83(1986)-  34 52 06.13355(N)    090 20 45.66854(W) AD(       ) 1
 EH2694  NAD 27      -  34 52 05.78355(N)    090 20 45.31232(W) AD(       ) 1
 EH2694  NGVD 29 (07/19/86)   68.7    (m)          225.     (f) VERT ANG       
 EH2694
 EH2694.Superseded values are not recommended for survey control.
 EH2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2694.See file dsdata.txt to determine how the superseded data were derived.
 EH2694
 EH2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4259861659(NAD 83)
 EH2694_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2694_SP_SET: CONCRETE POST
 EH2694_STAMPING: PORTER 1979
 EH2694_MARK LOGO: NGS   
 EH2694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2694+STABILITY: SURFACE MOTION
 EH2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2694+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1990
 EH2694
 EH2694  HISTORY     - Date     Condition        Report By
 EH2694  HISTORY     - 1979     MONUMENTED       NGS
 EH2694  HISTORY     - 1979     GOOD             NGS
 EH2694  HISTORY     - 1984     GOOD             NGS
 EH2694  HISTORY     - 19900308 GOOD             NGS
 EH2694
 EH2694                          STATION DESCRIPTION
 EH2694
 EH2694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2694'THE STATION IS LOCATED
 EH2694'ABOUT 14.9 KM SOUTHEAST OF HUGHES, 1.6 KM SOUTH OF
 EH2694'PORTER LAKE AND ON THE MAIN LEVEE ON WEST SIDE OF THE
 EH2694'MISSISSIPPI RIVER.
 EH2694'PERMISSION FOR THE STATION WAS OBTAINED FROM
 EH2694'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 EH2694'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 EH2694'WEST MEMPHIS, AR 72301.
 EH2694'TELEPHONE NUMBER 501-735-1062.
 EH2694'
 EH2694'TO REACH THE STATION FROM THE POST OFFICE IN HUGHES, GO SOUTHERLY
 EH2694'ON PAVED STREET FOR 0.08 KM (0.05 MI) TO A STOP SIGN.  TURN
 EH2694'RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 149 FOR 0.2 KM (0.15 MI)
 EH2694'TO THE JUNCTION OF STATE HIGHWAY 38.  TURN LEFT AND GO EAST ON
 EH2694'STATE HIGHWAY 38 FOR 11.7 KM (7.3 MI) TO THE JUNCTION OF STATE
 EH2694'HIGHWAY 147.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 147 FOR
 EH2694'4.3 KM (2.7 MI) TO THE JUNCTION OF STATE HIGHWAY 131.  CONTINUE
 EH2694'STRAIGHT AHEAD ON STATE HIGHWAY 131 FOR 3.0 KM (1.85 MI)
 EH2694'TO THE TOP OF A LEVEE AND A LOCKED GATE ON THE RIGHT.  TURN SHARP
 EH2694'RIGHT AND GO SOUTHWEST ALONG TOP OF LEVEE FOR 1.6 KM (1.0 MI) TO
 EH2694'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON TOP OF LEVEE FOR
 EH2694'0.6 KM (0.4 MI) TO A SIDE LEVEE ON THE LEFT AND THE STATION.
 EH2694'
 EH2694'THE STATION IS A STANDARD NGS DISK
 EH2694'STAMPED---PORTER 1979---,
 EH2694'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2694'FLUSH WITH GROUND.  IT IS LOCATED
 EH2694'8.6 METERS SOUTHEAST FROM THE CENTER OF LEVEE ROAD,
 EH2694'2.0 METERS SOUTH FROM A METAL WITNESS POST AND IN THE
 EH2694'APPROXIMATE CENTER OF THE SIDE LEVEE.
 EH2694'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2694'STAMPED---PORTER 1979---, SET INTO AN IRREGULAR MASS OF CONCRETE
 EH2694'1 METER BELOW THE SURFACE.
 EH2694'
 EH2694'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 EH2694'STAMPED---PORTER NO 1 1979---,
 EH2694'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2694'FLUSH WITH GROUND.  IT IS LOCATED
 EH2694'19.2 METERS NORTH-NORTHEAST FROM THE JUNCTION OF THE MAIN LEVEE
 EH2694'AND THE SIDE LEVEE,
 EH2694'4.2 METERS NORTHWEST FROM THE CENTER OF MAIN LEVEE ROAD AND
 EH2694'0.3 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2694'MARK IS BELOW STATION 0.3 METER.
 EH2694'
 EH2694'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 EH2694'STAMPED---PORTER NO 2 1979---,
 EH2694'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2694'FLUSH WITH GROUND.  IT IS LOCATED
 EH2694'22.8 METERS SOUTH-SOUTHWEST FROM THE JUNCTION OF MAIN LEVEE AND
 EH2694'THE SIDE LEVEE,
 EH2694'4.5 METERS NORTHWEST FROM THE CENTER OF MAIN LEVEE ROAD AND
 EH2694'0.2 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2694'MARK IS BELOW STATION 0.3 METER.
 EH2694'
 EH2694'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 EH2694'STAMPED---PORTER 1979---,
 EH2694'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2694'FLUSH WITH GROUND.  IT IS LOCATED
 EH2694'3.5 METERS SOUTHEAST FROM THE CENTER OF MAIN LEVEE ROAD AND
 EH2694'0.45 METER NORTHWEST FROM A METAL WITNESS POST.
 EH2694'
 EH2694'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.2 METERS.
 EH2694
 EH2694                          STATION RECOVERY (1979)
 EH2694
 EH2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 EH2694'RECOVERED IN GOOD CONDITION.
 EH2694
 EH2694                          STATION RECOVERY (1984)
 EH2694
 EH2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2694'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 EH2694'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE
 EH2694'WITNESS POSTS HAVE BEEN DESTROYED BY MOWERS.  THE DISTANCES AND
 EH2694'DIRECTIONS TO THE REFERENCE MARKS CHECKED THE 1979 DATA WITHIN THE
 EH2694'ALLOWABLE, ALTHOUGH ALL DISTANCES WERE SHORTER AT THIS TIME.  DUE TO
 EH2694'SOME SLIGHT CHANGES A NEW DESCRIPTION FOLLOWS--
 EH2694'
 EH2694'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHEAST OF HUGHES,
 EH2694'2.9 KM (1.8 MI) SOUTH OF BRUINS AND ON THE MAIN LEVEE ON THE WEST
 EH2694'SIDE OF THE MISSISSIPPI RIVER.  OWNERSHIP--ST FRANCIS LEVEE DISTRICT,
 EH2694'C/O BURRELL B. FRAIR, CHIEF ENGINEER, P.O. BOX 308, WEST MEMPHIS, AR
 EH2694'72301, PHONE (501) 735-1062.
 EH2694'
 EH2694'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 149 AND 38
 EH2694'IN HUGHES, GO EAST ON HIGHWAY 38 FOR 11.4 KM (7.1 MI) TO THE JUNCTION
 EH2694'OF STATE HIGHWAY 147.  TURN RIGHT AND GO SOUTH ON HIGHWAY 147 FOR 4.3
 EH2694'KM (2.65 MI) TO THE JUNCTION OF STATE HIGHWAY 131, CONTINUE STRAIGHT
 EH2694'AHEAD SOUTHERLY ON HIGHWAY 131 FOR 3.0 KM (1.85 MI) TO THE TOP OF THE
 EH2694'LEVEE.  TURN SHARP RIGHT AND GO SOUTHWEST ALONG THE LEVEE ROAD FOR
 EH2694'0.2 KM (0.1 MI) TO A LOCKED GATE, CONTINUE THROUGH THE GATE AND ALONG
 EH2694'THE LEVEE ROAD FOR 1.4 KM (0.9 MI) TO THE AZIMUTH MARK ON THE LEFT,
 EH2694'CONTINUE SOUTHWESTERLY FOR 0.6 KM (0.35 MI) TO THE STATION ON THE
 EH2694'LEFT AT A SPUR LEVEE.
 EH2694'
 EH2694'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 EH2694'---PORTER 1979--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 EH2694'(11.8 INCHES) IN DIAMETER RECESSED 1 CM (0.4 INCH) BELOW THE GROUND
 EH2694'LOCATED 8.6 METERS (28.2 FEET) SE FROM THE CENTER OF LEVEE ROAD, AND
 EH2694'IN THE APPRIXIMATE CENTER OF A SPUR LEVEE.
 EH2694'
 EH2694'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2694'STAMPED ---PORTER NO 1 1979--- SET INTO THE TOP OF A ROUND CONCRETE
 EH2694'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 EH2694'LOCATED 19.2 METERS (63.0 FEET) NNE FROM THE JUNCTION OF THE MAIN
 EH2694'LEVEE AND THE SPUR LEVEE, 4.2 METERS (13.8 FEET) NW FROM THE CENTER
 EH2694'OF THE MAIN LEVEE ROAD, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 EH2694'
 EH2694'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2694'STAMPED ---PORTER NO 2 1979--- SET INTO THE TOP OF A ROUND CONCRETE
 EH2694'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 EH2694'LOCATED 22.8 METERS (74.8 FEET) WSW FROM THE JUNCTION OF MAIN LEVEE
 EH2694'AND THE SPUR LEVEE, 4.5 METERS (14.8 FEET) NW FROM THE CENTER OF
 EH2694'MAIN LEVEE ROAD, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 EH2694'
 EH2694'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 EH2694'---PORTER 1979--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 EH2694'(11.8 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 3.5 METERS
 EH2694'(11.5 FEET) SE FROM THE CENTER OF MAIN LEVEE ROAD.
 EH2694'
 EH2694'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH2694'MAY-JUNE 1984.
 EH2694
 EH2694                          STATION RECOVERY (1990)
 EH2694
 EH2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EH2694'NOTE=KEY FOR GATE ON THE LEVEE IS NEEDED.  PROJECT DIRECTOR, FOR G-04
 EH2694'HAS THE KEY FOR THIS PROJECT.
 EH2694'THE STATION IS LOCATED ABOUT 15 KM (9.3 MI) SOUTHEAST OF HUGHES, 1.6
 EH2694'KM (1.0 MI) SOUTH OF PORTER LAKE AND ON THE WEST SIDE OF THE
 EH2694'MISSISSIPPI RIVER ON THE MAIN LEVEE.  PERMISSION TO GET ON THE LEVEE
 EH2694'WAS OBTAINED FROM THOMAS PATTERSON, ST. FRANCIS LEVEE DISTRICT, P.O.
 EH2694'BOX 399, WEST MEMPHIS, ARKANSAS 72301.  TELEPHONE 501-735-1062.  THE
 EH2694'ST. FRANCIS LEVEE DISTRICT OFFICE IS LOCATED ON THE NORTH SIDE OF
 EH2694'INTERSTATE HIGHWAY 55 AND 40, JUST EAST OF A GREYHOUND RACE TRACK.
 EH2694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH2694'HIGHWAY 38 LOCATED 1.1 KM (0.7 MI) WEST OF HUGHES, GO EASTERLY ALONG
 EH2694'STATE HIGHWAY 38, PASSING THROUGH HUGHES FOR 12.4 KM (7.7 MI) TO THE
 EH2694'JUNCTION OF STATE HIGHWAY 147.  TURN RIGHT AND GO SOUTH ALONG STATE
 EH2694'HIGHWAY 147 FOR 4.3 KM (2.7 MI) TO STATE HIGHWAY 131 STRAIGHT AHEAD.
 EH2694'CONTINUE AHEAD SOUTHERLY ALONG STATE HIGHWAY 131 FOR 2.84 KM
 EH2694'(1.76 MI) TO THE TOP OF A LEVEE AND GRAVEL ROAD ON THE RIGHT WITH A
 EH2694'LOCKED GATE.  TURN RIGHT PASSING THROUGH GATE, GO SOUTHWEST ALONG THE
 EH2694'TOP OF THE LEVEE FOR 1.7 KM (1.1 MI) TO A GATE.  PASS THROUGH GATE
 EH2694'AND CONTINUE SOUTHWEST ALONG TOP OF LEVEE FOR 0.46 KM (0.29 MI) TO A
 EH2694'SIDE LEVEE AND STATION ON THE LEFT.
 EH2694'THE STATION IS 8.6 M (28.2 FT) SOUTHEAST OF THE CENTER OF MAIN LEVEE
 EH2694'ROAD, 2.3 M (7.5 FT) SOUTHWEST OF A CARSONITE WITNESS POST, 2.0 M
 EH2694'(6.6 FT) NORTHEAST OF A METAL WITNESS POST AND IN THE APPROXIMATE
 EH2694'CENTER OF A SIDE LEVEE, RECESSED 5 CM BELOW THE SURFACE OF THE
 EH2694'GROUND.
 EH2694'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2695 ***********************************************************************
 EH2695  DESIGNATION -  PORTER AZ MK
 EH2695  PID         -  EH2695
 EH2695  STATE/COUNTY-  AR/CRITTENDEN
 EH2695  USGS QUAD   -  ROBINSONVILLE (1981)
 EH2695
 EH2695                         *CURRENT SURVEY CONTROL
 EH2695  ___________________________________________________________________
 EH2695* NAD 83(1997)-  34 52 15.92812(N)    090 20 25.49572(W)     ADJUSTED  
 EH2695* NAVD 88     -        68.5    (meters)     225.     (feet)  VERTCON   
 EH2695  ___________________________________________________________________
 EH2695  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 EH2695  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EH2695
 EH2695  HORZ ORDER  -  SECOND
 EH2695
 EH2695.The horizontal coordinates were established by classical geodetic methods
 EH2695.and adjusted by the National Geodetic Survey in September 1999..
 EH2695
 EH2695.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2695
 EH2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2695
 EH2695.The geoid height was determined by GEOID03.
 EH2695
 EH2695;                    North         East     Units Scale Factor Converg.
 EH2695;SPC AR N     -    60,939.079   551,732.407   MT  1.00001282   +0 57 56.6
 EH2695;SPC AR N     -   199,930.96  1,810,142.07   sFT  1.00001282   +0 57 56.6
 EH2695;SPC MS W     -   595,572.798   699,352.504   MT  0.99995001   -0 00 14.6
 EH2695;SPC MS W     - 1,953,975.09  2,294,459.01   sFT  0.99995001   -0 00 14.6
 EH2695;SPC AR S     -   645,738.549   551,734.787   MT  1.00002496   +0 55 43.9
 EH2695;SPC AR S     - 2,118,560.56  1,810,149.88   sFT  1.00002496   +0 55 43.9
 EH2695;UTM  15      - 3,861,974.921   743,101.958   MT  1.00032845   +1 31 16.7
 EH2695
 EH2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2695!SPC AR N     -   0.99999350  x   1.00001282  =   1.00000632
 EH2695!SPC MS W     -   0.99999350  x   0.99995001  =   0.99994351
 EH2695!SPC AR S     -   0.99999350  x   1.00002496  =   1.00001846
 EH2695!UTM  15      -   0.99999350  x   1.00032845  =   1.00032195
 EH2695
 EH2695                          SUPERSEDED SURVEY CONTROL
 EH2695
 EH2695  NAD 83(1997)-  34 52 15.92809(N)    090 20 25.49512(W) AD(       ) 2
 EH2695  NAD 83(1997)-  34 52 15.92813(N)    090 20 25.49456(W) AD(       ) 2
 EH2695  NAD 83(1997)-  34 52 15.92899(N)    090 20 25.49928(W) AD(       ) 2
 EH2695  NAD 83(1986)-  34 52 15.93799(N)    090 20 25.49548(W) AD(       ) 2
 EH2695  NAD 27      -  34 52 15.58817(N)    090 20 25.13981(W) AD(       ) 2
 EH2695  NGVD 29 (07/19/86)   68.5    (m)          225.     (f) VERT ANG       
 EH2695
 EH2695.Superseded values are not recommended for survey control.
 EH2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2695.See file dsdata.txt to determine how the superseded data were derived.
 EH2695
 EH2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4310261975(NAD 83)
 EH2695_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EH2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2695+STABILITY: SURFACE MOTION
 EH2695
 EH2695  HISTORY     - Date     Condition        Report By
 EH2695  HISTORY     - 1979     MONUMENTED       NGS
 EH2695  HISTORY     - 1980     GOOD             NGS
 EH2695
 EH2695                          STATION DESCRIPTION
 EH2695
 EH2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2695'THE STATION IS LOCATED
 EH2695'ABOUT 15.3 KM SOUTHEAST OF HUGHES, 1.6 KM
 EH2695'SOUTH OF PORTER LAKE AND ON THE MAIN LEVEE ON WEST SIDE OF
 EH2695'MISSISSIPPI RIVER.
 EH2695'PERMISSION FOR THE STATION WAS OBTAINED FROM
 EH2695'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 EH2695'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 EH2695'WEST MEMPHIS, AR 72301.
 EH2695'TELEPHONE NUMBER 501-735-1062.
 EH2695'
 EH2695'TO REACH THE STATION FROM THE POST OFFICE IN HUGHES, GO SOUTHERLY
 EH2695'ON PAVED STREET FOR 0.08 KM (0.05 MI) TO A STOP SIGN.  TURN RIGHT
 EH2695'AND GO SOUTHWEST ON STATE HIGHWAY 149 FOR 0.2 KM (0.15 MI) TO THE
 EH2695'JUNCTION OF STATE HIGHWAY 38.  TURN LEFT AND GO EAST ON STATE
 EH2695'HIGHWAY 38 FOR 11.7 KM (7.3 MI) TO THE JUNCTION OF STATE HIGHWAY
 EH2695'147.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 147 FOR 4.3 KM
 EH2695'(2.7 MI) TO THE JUNCTION OF STATE HIGHWAY 131.  CONTINUE
 EH2695'STRAIGHT AHEAD ON STATE HIGHWAY 131 FOR 3.0 KM (1.85 MI) TO TOP
 EH2695'OF LEVEE AND A LOCKED GATE ON THE RIGHT.  TURN SHARP RIGHT, THRU
 EH2695'GATE, AND GO SOUTHWEST ON TOP OF LEVEE FOR 1.6 KM (1.0 MI) TO THE
 EH2695'MARK ON THE LEFT.
 EH2695'
 EH2695'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 EH2695'STAMPED---PORTER 1979---,
 EH2695'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2695'FLUSH WITH GROUND.  IT IS LOCATED
 EH2695'3.5 METERS SOUTHEAST FROM THE CENTER OF MAIN LEVEE ROAD AND
 EH2695'0.45 METER NORTHWEST FROM A METAL WITNESS POST.
 EH2695'
 EH2695'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH2695
 EH2695                          STATION RECOVERY (1980)
 EH2695
 EH2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRV)
 EH2695'STATION MARK WAS RECOVERED AS DESCRIBED.  THE WITNESS POST HAS BEEN
 EH2695'DESTROYED BY MOWERS.  MARK IS 113.5 METERS NORTH-NORTHEAST OF A
 EH2695'CATTLE GUARD.
 EH2695'
 EH2695'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2695'MISSISSIPPI, MAY-JUNE 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1016 ***********************************************************************
 GE1016  DESIGNATION -  POST OAK RESET
 GE1016  PID         -  GE1016
 GE1016  STATE/COUNTY-  AR/CLAY
 GE1016  USGS QUAD   -  MC DOUGAL (1984)
 GE1016
 GE1016                         *CURRENT SURVEY CONTROL
 GE1016  ___________________________________________________________________
 GE1016* NAD 83(1997)-  36 27 38.33965(N)    090 23 41.84535(W)     ADJUSTED  
 GE1016* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GE1016  ___________________________________________________________________
 GE1016  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 GE1016  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GE1016
 GE1016  HORZ ORDER  -  SECOND
 GE1016
 GE1016.The horizontal coordinates were established by classical geodetic methods
 GE1016.and adjusted by the National Geodetic Survey in September 1999..
 GE1016
 GE1016.The orthometric height was scaled from a topographic map.
 GE1016
 GE1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1016
 GE1016.The geoid height was determined by GEOID03.
 GE1016
 GE1016;                    North         East     Units Scale Factor Converg.
 GE1016;SPC AR N     -   237,193.560   543,871.523   MT  1.00005285   +0 56 02.3
 GE1016;SPC AR N     -   778,192.54  1,784,351.82   sFT  1.00005285   +0 56 02.3
 GE1016;SPC MO E     -    69,608.621   259,415.048   MT  0.99993443   +0 03 44.7
 GE1016;UTM  15      - 4,038,198.159   733,437.129   MT  1.00027143   +1 32 55.7
 GE1016
 GE1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1016!SPC AR N     -   0.99998977  x   1.00005285  =   1.00004262
 GE1016!SPC MO E     -   0.99998977  x   0.99993443  =   0.99992420
 GE1016!UTM  15      -   0.99998977  x   1.00027143  =   1.00026120
 GE1016
 GE1016|---------------------------------------------------------------------|
 GE1016| PID    Reference Object                     Distance      Geod. Az  |
 GE1016|                                                           dddmmss.s |
 GE1016| CI5305 POST OAK RM 3                         8.587 METERS 00238     |
 GE1016| CI5306 POST OAK RM 4                        24.502 METERS 08050     |
 GE1016| CI5303 POST OAK RM 1                        25.802 METERS 12719     |
 GE1016| CI5304 POST OAK RM 2                        28.099 METERS 19414     |
 GE1016| CI5302 POST OAK AZ MK                                     2100814.1 |
 GE1016|---------------------------------------------------------------------|
 GE1016
 GE1016                          SUPERSEDED SURVEY CONTROL
 GE1016
 GE1016  NAD 83(1986)-  36 27 38.34511(N)    090 23 41.84431(W) AD(       ) 2
 GE1016  NAD 27      -  36 27 38.13090(N)    090 23 41.46420(W) AD(       ) 2
 GE1016
 GE1016.Superseded values are not recommended for survey control.
 GE1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1016.See file dsdata.txt to determine how the superseded data were derived.
 GE1016
 GE1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3343738198(NAD 83)
 GE1016_MARKER: DS = TRIANGULATION STATION DISK
 GE1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1016
 GE1016  HISTORY     - Date     Condition        Report By
 GE1016  HISTORY     - 1955     MONUMENTED       CGS
 GE1016  HISTORY     - 1957     GOOD             CGS
 GE1016  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GE1016
 GE1016                          STATION DESCRIPTION
 GE1016
 GE1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1016'THE STATION IS LOCATED ON THE PROPERTY OF MR. W.E. ALEXANDER,
 GE1016'ABOUT 2 MILES NORTH OF MC DOUGAL, 1/2 MILE NORTH OF THE POST
 GE1016'OAK CHURCH, 200 FEET WEST-SOUTHWEST OF THE ALEXANDER FARM
 GE1016'HOME, 25 FEET SOUTHEAST OF A FENCE CORNER, 25 FEET NORTH
 GE1016'OF THE NORTHWEST CORNER OF A BARN AND 12 FEET SOUTH OF A
 GE1016'4 X 4 INCH WHITE WITNESS POST.
 GE1016'
 GE1016'TO REACH THE STATION FROM THE POST OFFICE IN MC DOUGAL, GO
 GE1016'WEST ON U.S. HIGHWAY 62 FOR 0.4 MILE TO A DIAGONAL CROSS ROAD,
 GE1016'TURN RIGHT AND GO NORTHEAST FOR 0.5 MILE TO A CROSS ROAD,
 GE1016'TURN LEFT AND GO NORTHWEST FOR 0.2 MILE TO A FORK AT THE
 GE1016'NORTHWEST CORNER OF THE SCHOOL GROUNDS ON THE LEFT, TAKE
 GE1016'RIGHT ROAD AND GO NORTHWEST AND NORTH FOR 0.7 MILE TO A
 GE1016'FORK, (TO REACH THE AZIMUTH MARK, TURN LEFT FOR 0.2 MILE TO
 GE1016'THE MARK ON THE RIGHT) TAKE THE RIGHT ROAD AND CONTINUE
 GE1016'NORTHERLY ON A WINDING ROAD FOR 0.9 MILE TO A FARM HOME ON
 GE1016'THE LEFT AND THE STATION AS DESCRIBED.
 GE1016'
 GE1016'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 GE1016'AND THE DISK IS STAMPED POST OAK 1955.
 GE1016'
 GE1016'REFERENCE MARK 1 IS 43 FEET EAST-SOUTHEAST OF THE NORTHEAST
 GE1016'CORNER OF THE BARN AND 1 FOOT WEST OF A FENCE.  THE MARK
 GE1016'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GE1016'STAMPED POST OAK NO 1 1955.
 GE1016'
 GE1016'REFERENCE MARK 2 IS 18 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GE1016'OF THE BARN, 17 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH
 GE1016'OF A FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 GE1016'AND THE DISK IS STAMPED POST OAK NO 2 1955.
 GE1016'
 GE1016'THE AZIMUTH MARK IS 23 FEET NORTHWEST OF THE CENTER OF A
 GE1016'GRAVEL ROAD, 3 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST
 GE1016'AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 GE1016'AND THE DISK IS STAMPED POST OAK 1955.
 GE1016'
 GE1016'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1016
 GE1016                          STATION RECOVERY (1957)
 GE1016
 GE1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1016'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 GE1016'THE MARKS WERE FOUND TO BE IN GOOD CONDTION.
 GE1016
 GE1016                          STATION RECOVERY (1970)
 GE1016
 GE1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1016'THE STATION SURFACE MARK HAD BEEN STRUCK BY FARMING EQUIPMENT.
 GE1016'REFERENCE MARK NO. 1 HAD BEEN STRUCK BUT SEEMED FIRM IN THE
 GE1016'GROUND.  REFERENCE MARK NO. 2 WAS COMPLETELY DESTROYED BY
 GE1016'FARMING OPERATIONS AND THE DISK WAS REMOVED.  THE AZIMUTH MARK
 GE1016'WAS FOUND IN APPARENT GOOD CONDITION.  THE SURFACE MARK
 GE1016'MONUMENT WAS REMOVED AND A FIRM PLUMBING BENCH BUILT OVER THE
 GE1016'UNDERGROUND MARK AND THE POINT HELD, AFTER WHICH THE ENTIRE
 GE1016'STATION WAS LOWERED IN ITS EXACT ORIGINAL HORIZONTAL POSITION
 GE1016'AND A NEW STATION MARK ESTABLISHED ABOUT 18 INCHES BELOW
 GE1016'THE SURFACE OF THE CULTIVATED FIELD.  TWO NEW REFERENCE MARK
 GE1016'NO. 3 AND NO. 4 WERE ESTABLISHED.  THE STATION WAS OCCUPIED
 GE1016'AND THE HORIZONTAL ANGLES OBSERVED ON THE REFERENCE MARKS
 GE1016'USING THE AZIMUTH MARK AS THE INITIAL.  IN CHECKING THE
 GE1016'HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE
 GE1016'MARK NO. 1 AGAINST THE 1955 OBSERVATIONS, A DISCREPANCY OF
 GE1016'- 01 FT 38.4 IN WAS NOTED.  IN CHECKING THE HORIZONTAL
 GE1016'MEASURED DISTANCE BETWEEN THE UNDERGROUND STATION MARK
 GE1016'AND REFERENCE MARK NO. 1 A DISCREPANCY OF - 0.06 OF A FOOT
 GE1016'WAS NOTED.  *WHEN ALL OBSERVATIONS WERE COMPLETED AND
 GE1016'DISTANCES CHECKED, REFERENCE MARK NO. 1 MONUMENT WAS REMOVED
 GE1016'AND THE DISK RECOVERED.
 GE1016'
 GE1016'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GE1016'
 GE1016'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF MC DOUGAL, ABOUT
 GE1016'1/2 MILE NORTH OF THE POST OAK BAPTIST CHURCH, AND ON THE
 GE1016'PROPERTY OF MR. JEWELL ROBINSON.
 GE1016'
 GE1016'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 GE1016'AND STATE ROUTE 141 (SOUTH), AND A GRAVELED ROAD NORTH AT
 GE1016'THE EAST EDGE OF MC DOUGAL, GO NORTH ON THE GRAVELED ROAD
 GE1016'FOR 0.3 OF A MILE TO A SIDEROAD LEFT AND THE FIRST LANDMARK
 GE1016'MISSIONARY BAPTIST CHURCH IN THE NORTHWEST ANGLE.  HERE TURN LEFT
 GE1016'AND GO WEST ON A GRAVELED ROAD FOR 0.15 OF A MILE TO A GRAVELED
 GE1016'CROSSROAD, CONTINUE WEST AND NORTH ON THE GRAVELED ROAD FOR
 GE1016'0.8 OF A MILE TO A FORK.* CONTINUE NORTHERLY ON A WINDING
 GE1016'GRAVELED ROAD FOR 0.35 OF A MILE TO THE POST OAK BAPTIST
 GE1016'CHURCH ON THE LEFT.  CONTINUE NORTHERLY ON THE GRAVELED ROAD
 GE1016'FOR 0.55 OF A MILE TO A FARM DRIVEWAY ON THE LEFT, TURN LEFT ON
 GE1016'THIS FARM DRIVEWAY AND FIELD ROAD, PASSING TO THE SOUTH OF
 GE1016'A HOUSE AND GO 0.1 OF A MILE TO THE STATION ON THE LEFT
 GE1016'AS DESCRIBED.
 GE1016'
 GE1016'THE STATION IS 196 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GE1016'OF A FRAME HOUSE, 183 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 GE1016'CORNER OF A CONCRETE STORM CELLAR, 162 FEET NORTHEAST OF A
 GE1016'16-INCH SASSAFRAS TREE, 151 FEET WEST-SOUTHWEST OF A 12-INCH
 GE1016'BLACK WALNUT TREE, 79 FEET WEST OF AN OLD WELL AND PUMP,
 GE1016'AND 36 FEET SOUTH OF THE APPROXIMATE CENTER OF THE FIELD
 GE1016'ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR
 GE1016'MASS OF CONCRETE ABOUT 18 INCHES BELOW THE SURFACE OF THE
 GE1016'CULTIVATED FIELD AND THE DISK IS STAMPED POST OAK 1955 1970.
 GE1016'
 GE1016'REFERENCE MARK NO. 3 IS 150 FEET WEST OF THE 12-INCH BLACK
 GE1016'WALNUT TREE, 86 FEET NORTHWEST OF THE OLD WELL AND PUMP,
 GE1016'AND 7 FEET SOUTH OF THE APPROXIMATE CENTER OF THE FIELD ROAD.
 GE1016'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GE1016'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GE1016'STAMPED POST OAK 1955 NO 3 1970.
 GE1016'
 GE1016'REFERENCE MARK NO. 4 IS 116 FEET SOUTHWEST OF THE SOUTHWEST
 GE1016'CORNER OF THE FRAME HOUSE, 103 FEET WEST-SOUTHWEST OF THE
 GE1016'SOUTHWEST CORNER OF THE CONCRETE STORM CELLAR, 72 FEET
 GE1016'WEST-SOUTHWEST OF THE 12-INCH BLACK WALNUT TREE, 23 FEET
 GE1016'NORTH OF THE OLD WELL AND PUMP, 8 FEET SOUTH OF THE APPROXIMATE
 GE1016'CENTER OF THE FIELD ROAD, AND 1.0 FOOT NORTH OF A METAL
 GE1016'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GE1016'OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 GE1016'IS STAMPED POST OAK 1955 NO 4 1970.
 GE1016'
 GE1016'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3
 GE1016'AND REFERENCE MARK NO. 4 IS 79.55 FEET - 24.248 METERS.
 GE1016'
 GE1016'THE AZIMUTH MARK IS 196 FEET NORTHWEST AND ACROSS THE GRAVELED
 GE1016'ROAD FROM A 36-INCH OAK TREE, 248 FEET WEST OF RISER NO. 1641
 GE1016'OF AN UNDERGROUND TELEPHONE CABLE, 123 FEET EAST OF A POWERLINE
 GE1016'POLE, 22 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GE1016'ROAD, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 GE1016'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 GE1016'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED POST
 GE1016'OAK 1955.
 GE1016'
 GE1016'*FROM THIS FORK IN THE STATION TO-REACH GO WEST ON A GRAVELED
 GE1016'ROAD FOR 0.3 OF A MILE TO A ROAD CUT AND THE AZIMUTH
 GE1016'ON THE RIGHT AT TOP OF BANK.
 GE1016'
 GE1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2
 GE1016'MILES NORTH OF MC DOUGAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0849 ***********************************************************************
 EK0849  DESIGNATION -  POTEAU MTN LOOKOUT TOWER
 EK0849  PID         -  EK0849
 EK0849  STATE/COUNTY-  AR/SEBASTIAN
 EK0849  USGS QUAD   -  CAUTHRON (1979)
 EK0849
 EK0849                         *CURRENT SURVEY CONTROL
 EK0849  ___________________________________________________________________
 EK0849* NAD 83(1997)-  34 57 45.94850(N)    094 22 28.07406(W)     ADJUSTED  
 EK0849* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 EK0849  ___________________________________________________________________
 EK0849  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 EK0849  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 EK0849
 EK0849  HORZ ORDER  -  THIRD
 EK0849
 EK0849.The horizontal coordinates were established by classical geodetic methods
 EK0849.and adjusted by the National Geodetic Survey in September 1999..
 EK0849
 EK0849.The orthometric height was scaled from a topographic map.
 EK0849
 EK0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0849
 EK0849.The geoid height was determined by GEOID03.
 EK0849
 EK0849;                    North         East     Units Scale Factor Converg.
 EK0849;SPC AR N     -    72,445.066   183,163.529   MT  0.99999434   -1 22 54.1
 EK0849;SPC AR N     -   237,680.19    600,929.01   sFT  0.99999434   -1 22 54.1
 EK0849;SPC OK S     -   186,689.903   931,033.126   MT  0.99995770   +2 03 28.5
 EK0849;SPC OK S     -   612,498.46  3,054,564.51   sFT  0.99995770   +2 03 28.5
 EK0849;UTM  15      - 3,869,776.276   374,516.835   MT  0.99979406   -0 47 15.8
 EK0849
 EK0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0849!SPC AR N     -   0.99987710  x   0.99999434  =   0.99987144
 EK0849!SPC OK S     -   0.99987710  x   0.99995770  =   0.99983481
 EK0849!UTM  15      -   0.99987710  x   0.99979406  =   0.99967119
 EK0849
 EK0849                          SUPERSEDED SURVEY CONTROL
 EK0849
 EK0849  NAD 83(1997)-  34 57 45.95308(N)    094 22 28.07366(W) AD(       ) 4
 EK0849  NAD 83(1986)-  34 57 45.95405(N)    094 22 28.06683(W) AD(       ) 4
 EK0849  NAD 27      -  34 57 45.59700(N)    094 22 27.27900(W) AD(       ) 3
 EK0849
 EK0849.Superseded values are not recommended for survey control.
 EK0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0849.See file dsdata.txt to determine how the superseded data were derived.
 EK0849
 EK0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7451769776(NAD 83)
 EK0849_MARKER: 57 = LOOKOUT TOWER
 EK0849
 EK0849  HISTORY     - Date     Condition        Report By
 EK0849  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0849
 EK0849                          STATION DESCRIPTION
 EK0849
 EK0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0849'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH SOUTHEAST
 EK0849'OF HARTFORD ON POTEAU MOUNTAIN.  STATION IS ABOUT 75 FEET
 EK0849'HIGH AND OF STEEL CONSTRUCTION.  REFERENCE MARK NO. 2 OF
 EK0849'TRIANGULATION STATION POTEAU WAS SET EXACTLY UNDER STATION
 EK0849'IN 1935 AND THE DISTANCE IS 72.920 METERS, 239.24 FEET.
 EK0849'(1935 MEASUREMENTS)
 EK0849'
 EK0849'TO REACH FROM THE COURTHOUSE IN WALDRON GO NORTH ON U.S.
 EK0849'HIGHWAY 71 AND STATE 28 FOR 3.0 MILES TO JUNCTION OF THE TWO
 EK0849'HIGHWAYS. CONTINUE NORTH ON U.S. HIGHWAY 71 FOR 2.8 MILES TO T ROAD
 EK0849'LEFT, AT SIGN POTEAU MOUNTAIN ROAD.  TURN LEFT AND FOLLOW MAIN
 EK0849'ROAD WESTERLY ALONG TOP OF MOUNTAIN FOR 17.8 MILES TO FORKS.  KEEP
 EK0849'RIGHT FORK FOR 0.5 MILE TO TOP OF MOUNTAIN AND STATION ON
 EK0849'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0841 ***********************************************************************
 EK0841  DESIGNATION -  POTTER RESET
 EK0841  PID         -  EK0841
 EK0841  STATE/COUNTY-  AR/POLK
 EK0841  USGS QUAD   -  POTTER (1979)
 EK0841
 EK0841                         *CURRENT SURVEY CONTROL
 EK0841  ___________________________________________________________________
 EK0841* NAD 83(1997)-  34 33 02.59302(N)    094 18 20.99270(W)     ADJUSTED  
 EK0841* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 EK0841  ___________________________________________________________________
 EK0841  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 EK0841  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 EK0841
 EK0841  HORZ ORDER  -  SECOND
 EK0841
 EK0841.The horizontal coordinates were established by classical geodetic methods
 EK0841.and adjusted by the National Geodetic Survey in September 1999..
 EK0841
 EK0841.The orthometric height was scaled from a topographic map.
 EK0841
 EK0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0841
 EK0841.The geoid height was determined by GEOID03.
 EK0841
 EK0841;                    North         East     Units Scale Factor Converg.
 EK0841;SPC AR S     -   611,351.860   188,387.411   MT  0.99995897   -1 17 26.0
 EK0841;SPC AR S     - 2,005,743.56    618,067.70   sFT  0.99995897   -1 17 26.0
 EK0841;UTM  15      - 3,823,995.889   380,189.367   MT  0.99977693   -0 44 26.4
 EK0841
 EK0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0841!SPC AR S     -   0.99995544  x   0.99995897  =   0.99991441
 EK0841!UTM  15      -   0.99995544  x   0.99977693  =   0.99973238
 EK0841
 EK0841|---------------------------------------------------------------------|
 EK0841| PID    Reference Object                     Distance      Geod. Az  |
 EK0841|                                                           dddmmss.s |
 EK0841| CX6105 POTTER RM 3                          31.998 METERS 00434     |
 EK0841| CX6102 POTTER AZ MK                                       0655407.2 |
 EK0841| CX6103 POTTER RM 1                          18.751 METERS 06828     |
 EK0841| EK0838 RICH MTN LOOKOUT TOWER              APPROX.13.9 KM 3511051.9 |
 EK0841| CX6104 POTTER RM 2                          20.620 METERS 35900     |
 EK0841|---------------------------------------------------------------------|
 EK0841
 EK0841                          SUPERSEDED SURVEY CONTROL
 EK0841
 EK0841  NAD 83(1997)-  34 33 02.59667(N)    094 18 20.99121(W) AD(       ) 2
 EK0841  NAD 83(1986)-  34 33 02.59890(N)    094 18 20.98544(W) AD(       ) 2
 EK0841  NAD 27      -  34 33 02.21700(N)    094 18 20.21300(W) AD(       ) 2
 EK0841
 EK0841.Superseded values are not recommended for survey control.
 EK0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0841.See file dsdata.txt to determine how the superseded data were derived.
 EK0841
 EK0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8018923996(NAD 83)
 EK0841_MARKER: DS = TRIANGULATION STATION DISK
 EK0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0841_STAMPING: POTTER 1952 1960
 EK0841_PROJECTION: RECESSED 15 CENTIMETERS
 EK0841
 EK0841  HISTORY     - Date     Condition        Report By
 EK0841  HISTORY     - 1960     MONUMENTED       CGS
 EK0841  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0841  HISTORY     - 1973     MARK NOT FOUND   ARHD
 EK0841
 EK0841                          STATION DESCRIPTION
 EK0841
 EK0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 EK0841'A NEW SERVICE STATION IS BEING BUILT NEAR THIS STATION.
 EK0841'SOME GRADING HAD BEEN DONE BEFORE THE STATION WAS RECOVERED
 EK0841'AND THE STATION MARK WAS FOUND TO BE PROJECTING ABOUT 2
 EK0841'FEET.  THIS MARK HAD APPEARANTLY BEEN HIT BY A BULL-DOZER
 EK0841'AS ITS POSITION DID NOT CHECK WITH THE UNDERGROUND MARK.
 EK0841'BOTH THE SURFACE AND UNDERGROUND MARKS WERE LOWERED AND
 EK0841'THE SURFACE STATION MARK WAS LEFT ABOUT 3 INCHES BELOW THE
 EK0841'SURFACE OF THE GROUND.  THE LAND OWNER SAID A SMALL AMOUNT
 EK0841'OF FILLING MAY BE MADE SO THE STATION MARK MAY BE ABOUT
 EK0841'6 INCHES BELOW THE SURFACE.  THE DISK IS STAMPED POTTER 1952
 EK0841'1960.
 EK0841'
 EK0841'THE STATION MARK WILL BE UNDER THE DRIVEWAY OF THE NEW SERVICE
 EK0841'STATION, 61 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 EK0841'71, 12 FEET SOUTH OF A POWERLINE POLE AND 9.8 FEET SOUTH-SOUTHEAST
 EK0841'OF THE SOUTHEAST CORNER OF THE NEW BUILDING.
 EK0841'
 EK0841'R.M. NO. 1 WAS RECOVERED AS DESCRIBED 61.52 FEET NORTH-NORTHEAST
 EK0841'OF THE STATION AND 55 FEET NORTHWEST OF THE CENTERLINE OF
 EK0841'THE HIGHWAY.  THIS MARK IS FLUSH.
 EK0841'
 EK0841'R.M. NO. 2 WAS FOUND TO BE PROJECTING ABOUT 2 FEET IN A PLANNED
 EK0841'PARKING AREA NORTH OF THE NEW BUILDING.  THIS MARK WAS MOVED
 EK0841'AND RESTAMPED NO. 3.
 EK0841'
 EK0841'R.M. NO. 3 IS 104.98 FEET NORTH OF THE STATION, 73 FEET
 EK0841'NORTHEAST OF THE NORTHEAST CORNER OF THE SERVICE STATION
 EK0841'AND 3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 EK0841'BUILDING.  AFTER GRADING IS COMPLETED THIS MARK WILL PROBABLY
 EK0841'BE ABOUT FLUSH WITH THE GROUND.  THE DISK IS STAMPED POTTER
 EK0841'NO 3 1952.
 EK0841'
 EK0841'THE ORIGINAL DESCRIPTION TO REACH STATION IS ADEQUATE.
 EK0841
 EK0841                          STATION RECOVERY (1961)
 EK0841
 EK0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0841'A SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT FOUND AT THIS
 EK0841'THIS TIME.  THE STATION MARK WAS LOWERED IN ABOUT 1959 AND THE
 EK0841'RECOVERY NOTE FOR THE WORK DONE AT THAT TIME WAS NOT AVAILABLE.
 EK0841'THE SERVICE STATION OWNER REPORTED THAT THE MARKS WERE STILL IN
 EK0841'PLACE BUT HAVE BEEN COVERED BY A SHALLOW FILL AND A GRAVEL
 EK0841'SURFACE HAS BEEN PUT OVER AREA OF STATION MARK.
 EK0841
 EK0841                          STATION RECOVERY (1973)
 EK0841
 EK0841'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1973 (BB)
 EK0841'POTTER NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0862 ***********************************************************************
 GE0862  DESIGNATION -  POUGHKEEPSIE
 GE0862  PID         -  GE0862
 GE0862  STATE/COUNTY-  AR/SHARP
 GE0862  USGS QUAD   -  POUGHKEEPSIE (1965)
 GE0862
 GE0862                         *CURRENT SURVEY CONTROL
 GE0862  ___________________________________________________________________
 GE0862* NAD 83(1997)-  36 04 27.76625(N)    091 28 21.85207(W)     ADJUSTED  
 GE0862* NAVD 88     -       186.34   (+/-2cm)     611.4    (feet)  VERTCON   
 GE0862  ___________________________________________________________________
 GE0862  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GE0862  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GE0862
 GE0862  HORZ ORDER  -  FIRST
 GE0862  VERT ORDER  -  THIRD ? (See Below)
 GE0862
 GE0862.The horizontal coordinates were established by classical geodetic methods
 GE0862.and adjusted by the National Geodetic Survey in September 1999..
 GE0862
 GE0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0862.The vertical order pertains to the NGVD 29 superseded value.
 GE0862
 GE0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0862
 GE0862.The geoid height was determined by GEOID03.
 GE0862
 GE0862;                    North         East     Units Scale Factor Converg.
 GE0862;SPC AR N     -   193,285.604   447,493.787   MT  0.99997244   +0 18 24.5
 GE0862;SPC AR N     -   634,137.85  1,468,152.53   sFT  0.99997244   +0 18 24.5
 GE0862;UTM  15      - 3,993,277.709   637,524.276   MT  0.99983304   +0 53 58.0
 GE0862
 GE0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0862!SPC AR N     -   0.99997517  x   0.99997244  =   0.99994761
 GE0862!UTM  15      -   0.99997517  x   0.99983304  =   0.99980821
 GE0862
 GE0862|---------------------------------------------------------------------|
 GE0862| PID    Reference Object                     Distance      Geod. Az  |
 GE0862|                                                           dddmmss.s |
 GE0862| CI2059 POUGHKEEPSIE RM 1                    20.192 METERS 01943     |
 GE0862| CI2060 POUGHKEEPSIE RM 2                    33.314 METERS 09956     |
 GE0862| CI2058 POUGHKEEPSIE AZ MK                                 1113419.6 |
 GE0862| GE0881 CENTER LOOKOUT TOWER 14 1           APPROX.10.8 KM 3284406.2 |
 GE0862|---------------------------------------------------------------------|
 GE0862
 GE0862                          SUPERSEDED SURVEY CONTROL
 GE0862
 GE0862  NAD 83(1986)-  36 04 27.77658(N)    091 28 21.85140(W) AD(       ) 1
 GE0862  NAD 27      -  36 04 27.51840(N)    091 28 21.36180(W) AD(       ) 1
 GE0862  NGVD 29 (07/19/86)  186.25   (m)          611.1    (f) LEVELING    3  
 GE0862
 GE0862.Superseded values are not recommended for survey control.
 GE0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0862.See file dsdata.txt to determine how the superseded data were derived.
 GE0862
 GE0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3752493278(NAD 83)
 GE0862_MARKER: DS = TRIANGULATION STATION DISK
 GE0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0862
 GE0862  HISTORY     - Date     Condition        Report By
 GE0862  HISTORY     - 1953     MONUMENTED       CGS
 GE0862
 GE0862                          STATION DESCRIPTION
 GE0862
 GE0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0862'THE STATION IS ABOUT 0.4 MILE EAST OF POUGHKEEPSIE ALONG THE
 GE0862'RIGHT-OF-WAY OF STATE ROUTE NO. 58 AND NEAR THE WEST EDGE OF A
 GE0862'HIGH FLAT HILL.  IT IS 30.0 FEET SOUTH OF THE CENTER OF STATE
 GE0862'ROUTE NO. 58, 7.0 FEET NORTH OF A FENCE AND 6.5 FEET NORTH OF
 GE0862'A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED POUGHKEEPSIE
 GE0862'1953.
 GE0862'
 GE0862'REFERENCE MARK NO. 1 IS 42.5 FEET SOUTHWEST OF THE SOUTHWEST
 GE0862'CORNER OF A FARM YARD FENCE AND 33.0 FEET NORTH OF THE CENTER
 GE0862'OF STATE ROUTE NO. 58.  IT IS SET FLUSH AND IS STAMPED
 GE0862'POUGHKEEPSIE NO 1 1953.
 GE0862'
 GE0862'REFERENCE MARK NO. 2 IS 33.0 FEET SOUTH OF THE CENTER OF STATE
 GE0862'ROUTE NO. 58, 1.5 FEET NORTH OF A FENCE AND 1.0 FOOT WEST
 GE0862'OF A POWERLINE BRACE POLE.  IT PROJECTS 3 INCHES AND IS STAMPED
 GE0862'POUGHKEEPSIE NO 2 1953.
 GE0862'
 GE0862'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GE0862'NO. 2 IS 117.75 FEET.
 GE0862'
 GE0862'THE AZIMUTH MARK IS LOCATED ON THE POUGHKEEPSIE PUBLIC SCHOOL
 GE0862'GROUNDS, 68.0 FEET EAST OF A LARGE LONE CEDAR TREE, 67.0 FEET
 GE0862'SOUTH OF THE MAIN ENTRANCE OF THE SCHOOLHOUSE AND 43.0 FEET
 GE0862'WEST OF THE NORTHWEST CORNER OF A SMALL STONE PUMP HOUSE.
 GE0862'IT PROJECTS 3 INCHES AND IS STAMPED POUGHKEEPSIE 1953.
 GE0862'
 GE0862'TO REACH THE STATION FROM THE POST OFFICE IN POUGHKEEPSIE, GO
 GE0862'EASTERLY ON STATE ROUTE NO. 58 FOR 0.4 MILE TO THE TOP OF A
 GE0862'HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 GE0862'
 GE0862'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EASTERLY
 GE0862'ON STATE ROUTE NO. 58 FOR ABOUT 0.3 MILE TO THE POUGHKEEPSIE
 GE0862'PUBLIC SCHOOL ON THE LEFT AND THE MARK JUST SOUTH OF THE
 GE0862'SCHOOL ENTRANCE AS DESCRIBED.
 GE0862'
 GE0862'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1941 ***********************************************************************
 EJ1941  DESIGNATION -  POWELL
 EJ1941  PID         -  EJ1941
 EJ1941  STATE/COUNTY-  AR/GARLAND
 EJ1941  USGS QUAD   -  STEVE (1968)
 EJ1941
 EJ1941                         *CURRENT SURVEY CONTROL
 EJ1941  ___________________________________________________________________
 EJ1941* NAD 83(1997)-  34 46 05.41343(N)    093 20 45.29124(W)     ADJUSTED  
 EJ1941* NAVD 88     -       548.9    (meters)    1801.     (feet)  VERTCON   
 EJ1941  ___________________________________________________________________
 EJ1941  X           -    -306,152.240 (meters)                     COMP
 EJ1941  Y           -  -5,236,621.616 (meters)                     COMP
 EJ1941  Z           -   3,617,066.263 (meters)                     COMP
 EJ1941  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 EJ1941  ELLIP HEIGHT-         520.40  (meters)          (09/24/01) GPS OBS
 EJ1941  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EJ1941
 EJ1941  HORZ ORDER  -  FIRST
 EJ1941  ELLP ORDER  -  FOURTH    CLASS II
 EJ1941
 EJ1941.The horizontal coordinates were established by classical geodetic methods
 EJ1941.and adjusted by the National Geodetic Survey in September 1999..
 EJ1941
 EJ1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1941
 EJ1941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1941
 EJ1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1941
 EJ1941.The ellipsoidal height was determined by GPS observations
 EJ1941.and is referenced to NAD 83.
 EJ1941
 EJ1941.The geoid height was determined by GEOID03.
 EJ1941
 EJ1941;                    North         East     Units Scale Factor Converg.
 EJ1941;SPC AR S     -   633,900.655   276,791.937   MT  1.00000034   -0 45 11.9
 EJ1941;SPC AR S     - 2,079,722.40    908,108.21   sFT  1.00000034   -0 45 11.9
 EJ1941;UTM  15      - 3,847,389.025   468,345.918   MT  0.99961235   -0 11 50.1
 EJ1941
 EJ1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1941!SPC AR S     -   0.99991832  x   1.00000034  =   0.99991866
 EJ1941!UTM  15      -   0.99991832  x   0.99961235  =   0.99953070
 EJ1941
 EJ1941|---------------------------------------------------------------------|
 EJ1941| PID    Reference Object                     Distance      Geod. Az  |
 EJ1941|                                                           dddmmss.s |
 EJ1941| CX6107 POWELL RM 2                          17.512 METERS 08327     |
 EJ1941| EJ1927 OUACHITA PINNACLE LOT               APPROX.11.7 KM 1111049.1 |
 EJ1941| CX6106 POWELL RM 1                          13.799 METERS 13908     |
 EJ1941| EJ1940 POWELL RM                             5.938 METERS 20436     |
 EJ1941|---------------------------------------------------------------------|
 EJ1941
 EJ1941                          SUPERSEDED SURVEY CONTROL
 EJ1941
 EJ1941  ELLIP H (09/14/99)  520.39   (m)                       GP(       ) 4 1
 EJ1941  NAD 83(1997)-  34 46 05.42453(N)    093 20 45.28565(W) AD(       ) 1
 EJ1941  NAD 83(1986)-  34 46 05.42577(N)    093 20 45.28371(W) AD(       ) 1
 EJ1941  NAD 27      -  34 46 05.08300(N)    093 20 44.60300(W) AD(       ) 1
 EJ1941  NGVD 29 (07/19/86)  548.8    (m)         1801.     (f) VERT ANG       
 EJ1941
 EJ1941.Superseded values are not recommended for survey control.
 EJ1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1941.See file dsdata.txt to determine how the superseded data were derived.
 EJ1941
 EJ1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6834647389(NAD 83)
 EJ1941_MARKER: DS = TRIANGULATION STATION DISK
 EJ1941_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1941_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EJ1941_STAMPING: POWELL
 EJ1941_MARK LOGO: CGS   
 EJ1941_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ1941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1941+STABILITY: POSITION/ELEVATION WELL
 EJ1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1941+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1990
 EJ1941
 EJ1941  HISTORY     - Date     Condition        Report By
 EJ1941  HISTORY     - 1916     MONUMENTED       CGS
 EJ1941  HISTORY     - 1916     GOOD             CGS
 EJ1941  HISTORY     - 1935     GOOD             CGS
 EJ1941  HISTORY     - 1956     GOOD             CGS
 EJ1941  HISTORY     - 1972     GOOD             NGS
 EJ1941  HISTORY     - 19891002 GOOD             NGS
 EJ1941  HISTORY     - 19900531 GOOD
 EJ1941
 EJ1941                          STATION DESCRIPTION
 EJ1941
 EJ1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EJ1941'NEAR SOUTHERN SIDE OF SMALL CLEARING ON FLAT TOP OF POWELL
 EJ1941'MOUNTAIN, IN NORTHWEST CORNER OF GARLAND COUNTY, 6 MILES SOUTH
 EJ1941'OF EAST FROM ALY POST OFFICE, 4 MILES NORTH OF MOUNT TABOR
 EJ1941'CHURCH, AND 1-1/2 MILES NORTHEAST OF WILSON BROTHERS CATTLE
 EJ1941'RANCH.
 EJ1941'
 EJ1941'SURFACE MARK IS A STANDARD STATION DISK IN BEDROCK.
 EJ1941'
 EJ1941'REFERENCE MARK IS A STANDARD REFERENCE DISK IN BEDROCK.
 EJ1941'13.73 METERS (45 FEET) FROM STATION, S 40 DEG 53 MIN E.
 EJ1941'
 EJ1941'A U.S.G.S. STATION, MARKED BY DISK IN ROCKY OUTCROP, IS 5.94
 EJ1941'METERS (19.5 FEET) FROM STATION, S 24 DEG 48 MIN W.
 EJ1941'
 EJ1941'ELEVATION OF STATION MARK IS 546.5 METERS (1793 FEET).
 EJ1941
 EJ1941                          STATION RECOVERY (1916)
 EJ1941
 EJ1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916
 EJ1941'RECOVERED IN GOOD CONDITION.
 EJ1941
 EJ1941                          STATION RECOVERY (1935)
 EJ1941
 EJ1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 EJ1941'THE STATION IS ON TOP OF POWELL MOUNTAIN AND IS EASILY LOCATED.
 EJ1941'THE U.S.F.S. HAS BUILT A 60-FOOT STEEL LOOKOUT TOWER CENTERED
 EJ1941'DIRECTLY OVER THIS STATION.  BOTH THE REFERENCE MARK AND
 EJ1941'USGS STATION WERE RECOVERED AND WERE FOUND TO BE IN GOOD
 EJ1941'CONDITION.
 EJ1941
 EJ1941                          STATION RECOVERY (1956)
 EJ1941
 EJ1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1941'THE STATION, REFERENCE MARK AND THE U.S.G.S. STATION MARK
 EJ1941'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EJ1941'THE U.S. FOREST SERVICE LOOKOUT TOWER MENTIONED IN THE 1935
 EJ1941'RECOVERY NOTE HAS BEEN TORN DOWN.  THE CONCRETE FOOTINGS OF
 EJ1941'THE TOWER REMAIN AND THE STATION MARK IS IN THE APPROXIMATE
 EJ1941'CENTER OF THE INTERSECTION OF THE FOOTINGS.  SLIGHT DIFFERENCES
 EJ1941'IN THE MEASUREMENTS AND DIRECTIONS TO THE REFERENCE MARK
 EJ1941'AND THE U.S.G.S. TABLET WERE FOUND, IN THE COMPARISON
 EJ1941'WITH THE 1916 DATA.  THIS WAS DOUBLE CHECKED IN THE
 EJ1941'FIELD.  THE COMPLETE ROUTE TO THE STATION IS AS
 EJ1941'FOLLOWS--
 EJ1941'
 EJ1941'TO REACH FROM THE JESSIEVILLE SCHOOL (19 MILES NORTH-NORTHWEST OF
 EJ1941'HOT SPRINGS ON STATE HIGHWAY 7), GO NORTH ON STATE HIGHWAY
 EJ1941'7 FOR 6.8 MILES TO A CROSSROAD AT LARGE SIGN OAK MTN. GAME
 EJ1941'REFUGE AND A SMALL SIGN NO. 27 HIGHWAY 26.  TURN LEFT, WEST,
 EJ1941'FOR 1.2 MILES TO A T-ROAD LEFT AT SIGN BUFFALO GAP ROAD.
 EJ1941'CONTINUE STRAIGHT AHEAD, WESTERLY FOR 5.4 MILES TO A T-ROAD
 EJ1941'LEFT AT SIGN OUACHITA PINNACLE TOWER 5.  CONTINUE STRAIGHT
 EJ1941'AHEAD FOR 3.7 MILES TO AN INTERSECTION AND SIGNS POTATO HILL
 EJ1941'ROAD-DRY FORK ROAD 6.  KEEP LEFT AND GO 0.1 MILE TO A Y-FORK,
 EJ1941'KEEP LEFT AND GO 2.4 MILES TO A DIAGONAL CROSSROAD AND SIGNS
 EJ1941'MT. TABOR 5-AVANT 10.  KEEP STRAIGHT AHEAD FOR 4.6 MILES TO
 EJ1941'A T-ROAD LEFT AND ANOTHER SIGN MT. TABOR 4-AVANT 9.
 EJ1941'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A T-INTERSECTION AT
 EJ1941'SIGN POWELL MTN. RD.-ONYX 10.  TURN RIGHT AND GO 1.6 MILES TO
 EJ1941'A Y-FORK AT SIGN POWELL MTN. TOWER.  TURN RIGHT AND GO
 EJ1941'0.4 MILE TO THE SUMMIT OF THE MOUNTAIN AND STATION.
 EJ1941'
 EJ1941'NOTE--THE STATION MARK IS STAMPED POWELL.
 EJ1941'
 EJ1941'THE REFERENCE MARK IS STAMPED 13.73 METERS.
 EJ1941'
 EJ1941'THE U.S.G.S. MARK IS NOT STAMPED.
 EJ1941
 EJ1941                          STATION RECOVERY (1972)
 EJ1941
 EJ1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1941'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 EJ1941'IN GOOD CONDITION.  THE USGS MARK WAS SEARCHED FOR AND COULD NOT
 EJ1941'BE FOUND AND IT IS BELIEVED IT IS DESTROYED.  REFERENCE
 EJ1941'MARK 2 WAS ESTABLISHED.  THE 1956 DESCRIPTION WAS ADEQUATE FOR
 EJ1941'RECOVERY.  THE ROADS ARE NOW NUMBERED AND A NEW DESCRIPTION
 EJ1941'OF THE ROUTE TO REACH THE STATION AND ADDITIONAL NOTES
 EJ1941'FOLLOW.
 EJ1941'
 EJ1941'TO REACH THE STATION FROM THE JESSIEVILLE SCHOOL IN JESSIEVILLE,
 EJ1941'GO NORTHERLY ON STATE HIGHWAY 7 FOR 6.8 MILES TO A CROSSROAD.
 EJ1941'TURN LEFT AND GO WESTERLY ON FOREST SERVICE ROAD 11 FOR 6.8
 EJ1941'MILES TO FOREST SERVICE ROAD 154 ON THE LEFT.  CONTINUE
 EJ1941'WESTERLY ON ROAD 11 FOR 3.8 MILES TO FOREST SERVICE ROAD
 EJ1941'22 ON THE RIGHT.  CONTINUE WESTERLY ON ROAD 11 FOR 0.15
 EJ1941'MILE TO FOREST SERVICE ROAD 225 ON THE RIGHT.  CONTINUE
 EJ1941'WESTERLY ON ROAD 11 FOR 2.3 MILES TO FOREST SERVICE ROAD 175
 EJ1941'ON THE LEFT.  CONTINUE WESTERLY ON ROAD 11 FOR 4.7 MILES TO
 EJ1941'FOREST SERVICE ROAD 78-1 ON THE LEFT.  CONTINUE WESTERLY
 EJ1941'ON ROAD 11 FOR 0.2 MILE TO FOREST SERVICE ROAD 78-2 ON THE
 EJ1941'RIGHT.  TURN RIGHT AND GO NORTHERLY ON ROAD 78-2 FOR 1.5
 EJ1941'MILES TO FORK.  TAKE THE RIGHT FORK AND GO EASTERLY ON FOREST
 EJ1941'SERVICE ROAD FOR 0.4 MILE TO THE TOP OF POWELL
 EJ1941'MOUNTAIN AND THE STATION ON THE RIGHT IN A CLEARED
 EJ1941'AREA.
 EJ1941'
 EJ1941'THE STATION MARK IS A STANDARD DISK STAMPED POWELL, CEMENTED
 EJ1941'IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE GROUND
 EJ1941'SURFACE.  IT IS 53.5 FEET SOUTH-SOUTHEAST OF A WATER WELL,
 EJ1941'3 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND IN THE
 EJ1941'CENTER OF THE 4-CONCRETE FOOTING LEFT INTACT FROM THE OLD
 EJ1941'LOOKOUT TOWER.
 EJ1941'
 EJ1941'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 13.73 METERS,
 EJ1941'CEMENTED IN A DRILL HOLE IN AN IRREGULAR SHAPED BOULDER
 EJ1941'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 EJ1941'38.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 EJ1941'FOUNDATION FOR A BUILDING, 35.5 FEET SOUTHEAST OF THE SOUTHEAST
 EJ1941'FOOTING FOR THE OLD LOOKOUT TOWER AND 2.5 FEET EAST-NORTHEAST
 EJ1941'OF A METAL WITNESS POST.
 EJ1941'
 EJ1941'REFERENCE MARK 2 IS A STANDARD DISK STAMPED POWELL 1916
 EJ1941'NO 2 1972, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER
 EJ1941'OF THE CONCRETE FOUNDATION FOR A BUILDING AND PROJECTS ABOUT
 EJ1941'1 FOOT ABOVE THE GROUND SURFACE.
 EJ1941'
 EJ1941'NOTE--THE LAST FOREST SERVICE ROAD MENTIONED IN THE ROUTE
 EJ1941'TO REACH THE STATION ABOVE IS NUMBER 773.
 EJ1941'
 EJ1941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 EJ1941'NORTH-NORTHWEST OF HOT SPRINGS.
 EJ1941
 EJ1941                          STATION RECOVERY (1989)
 EJ1941
 EJ1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EJ1941'STATION IS LOCATED ABOUT 25 KM (15.5 MI) SOUTHWEST OF HOLLIS, 22 KM
 EJ1941'(13.7 MI) WEST OF STATE HIGHWAY 7, 5.3 KM (3.3 MI) WEST OF THE
 EJ1941'GARLAND-YELL-PERRY COUNTIES JUNCTION CORNER, 0.6 KM (0.4 MI) SOUTH OF
 EJ1941'THE GARLAND-YELL COUNTY LINE, IN THE OUACHITA NATIONAL FOREST, ON
 EJ1941'POWELL MOUNTAIN, IN A SMALL CLEARING AT SITE OF A NOW-REMOVED LOOKOUT
 EJ1941'TOWER AND BUILDING, IN THE NORTHEAST 1/4 OF SECTION 4, T 1 N, R 22 W,
 EJ1941'IN THE APPROXIMATE CENTER OF THE OLD TOWER BASES. OWNERSHIP--U.S.
 EJ1941'GOVERNMENT.
 EJ1941'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 314NORTH OF HOLLIS
 EJ1941'GO SOUTH ON HIGHWAY 7 FOR 4.96 KM (3.08 MI) TO THE BRIDGE OVER BEAR
 EJ1941'CREEK.  CONTINUE SOUTH FOR 6.31 KM (3.92 MI) TO THE BRIDGE OVER DRY
 EJ1941'CREEK FORK.  CONTINUE SOUTH FOR 3.74 KM (2.32 MI) TO A DIRT CROSSROAD
 EJ1941'AT TOP OF GRADE.  TURN RIGHT, SOUTHWEST, ON FOREST SERVICE (FS) ROAD
 EJ1941'11 FOR 1.64 KM (1.02 MI) TO A ROAD LEFT. CONTINUE AHEAD ON FS 11 FOR
 EJ1941'5.13 KM (3.19 MI) TO A FORK (FS 772 ON RIGHT).  KEEP LEFT AROUND
 EJ1941'CURVE FOR 0.30 KM (0.19 MI) TO A FORK. BEAR RIGHT, SOUTHWEST ON FS 11
 EJ1941'FOR 3.38 KM (2.10 MI) TO A FORK. KEEP RIGHT, WEST, ON FS 11 FOR 5.17
 EJ1941'KM (3.21 MI) TO A FORK. BEAR RIGHT, WEST, ON FS 11 ON MAIN ROAD FOR
 EJ1941'0.85 KM (0.53 MI) TO FS 22 ON THE RIGHT. CONTINUE AHEAD ON FS 11 FOR
 EJ1941'0.29 KM (0.18 MI) TO FS 225 ON THE RIGHT. CONTINUE AHEAD, SOUTHWEST,
 EJ1941'ON FS 11 FOR 3.65 KM (2.27 MI) TO FS 175 ON THE LEFT.  CONTINUE AHEAD
 EJ1941'ON FS 11 FOR 3.21 KM (1.99 MI) TO A FORK.  KEEP LEFT, MAIN ROAD, FOR
 EJ1941'4.15 KM (2.58 MI) TO FS 78-1 ON THE LEFT.  CONTINUE WEST ON FS 11 FOR
 EJ1941'0.32 KM (0.20 MI) TO FS 78-2 ON THE RIGHT.  TURN RIGHT, NORTH, ON
 EJ1941'NARROW ROAD FOR 0.73 KM (0.45 MI) TO A FORK.  BEAR LEFT, NORTH, (ROAD
 EJ1941'BECOMES VERY ROUGH) FOR 1.64 KM (1.02 MI) TO A FORK.  KEEP RIGHT,
 EJ1941'UPGRADE, NORTHEAST, FOR 30 M (98.4 FT) TO A T-ROAD.  TURN RIGHT,
 EJ1941'EASTERLY, ON WOODS ROAD (FS ROAD 713) FOR 0.56 KM (0.35 MI) TO HIGH
 EJ1941'GROUND, A CLEARING AND THE STATION ON THE RIGHT.
 EJ1941'STATION MARK IS SET IN A DRILL HOLE IN A FLUSH, IRREGULAR-SHAPED
 EJ1941'BEDROCK ABOUT 0.4 M (1.3 FT) IN DIAMETER AND 1 CM BELOW GROUND. THE
 EJ1941'DISK DOES NOT HAVE A DATE.  IT IS 34 M (111.5 FT) SOUTH OF THE WOODS
 EJ1941'ROAD, 1.0 M (3.3 FT) SOUTHEAST OF A METAL WITNESS POST, 2.4 M
 EJ1941'(7.9 FT) SOUTH OF THE SOUTHEAST CORNER OF CONCRETE STEP TO TOWER, 2.9
 EJ1941'M (9.5 FT) NORTHWEST OF NORTH CORNER OF SOUTHEAST CONCRETE BASE, AND
 EJ1941'2.9 M (9.5 FT) NORTHEAST OF THE NORTH CORNER OF SOUTHWEST BASE.
 EJ1941'NOTE--THIS SITE HAS CONSIDERABLE HORIZON BLOCKAGES THAT CAN HELPED BY
 EJ1941'CUTTING SEVEN 20-CM PINE TREES TO SOUTH AND WEST.  THIS SITE WILL
 EJ1941'GROW OVER IN SEVERAL YEARS BECAUSE OF TREE GROWTH UNLESS AREA IS
 EJ1941'MAINTAINED.  TREES TO THE SOUTH AND THE WEST HAVE BEEN CLEARED BY THE
 EJ1941'U.S.FOREST SERVICE ON 3-23-90.
 EJ1941'SUGGEST 4-WHEEL DRIVE VEHICLE, DRY CONDITIONS, AND PACK A LUNCH.
 EJ1941
 EJ1941                          STATION RECOVERY (1990)
 EJ1941
 EJ1941'RECOVERED 1990
 EJ1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1940 ***********************************************************************
 EJ1940  DESIGNATION -  POWELL RM
 EJ1940  PID         -  EJ1940
 EJ1940  STATE/COUNTY-  AR/GARLAND
 EJ1940  USGS QUAD   -  STEVE (1968)
 EJ1940
 EJ1940                         *CURRENT SURVEY CONTROL
 EJ1940  ___________________________________________________________________
 EJ1940* NAD 83(1997)-  34 46 05.23822(N)    093 20 45.38844(W)     ADJUSTED  
 EJ1940* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 EJ1940  ___________________________________________________________________
 EJ1940  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 EJ1940  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EJ1940
 EJ1940  HORZ ORDER  -  SECOND
 EJ1940
 EJ1940.The horizontal coordinates were established by classical geodetic methods
 EJ1940.and adjusted by the National Geodetic Survey in September 1999..
 EJ1940
 EJ1940.The orthometric height was scaled from a topographic map.
 EJ1940
 EJ1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1940
 EJ1940.The geoid height was determined by GEOID03.
 EJ1940
 EJ1940;                    North         East     Units Scale Factor Converg.
 EJ1940;SPC AR S     -   633,895.289   276,789.394   MT  1.00000032   -0 45 11.9
 EJ1940;SPC AR S     - 2,079,704.79    908,099.87   sFT  1.00000032   -0 45 11.9
 EJ1940;UTM  15      - 3,847,383.636   468,343.429   MT  0.99961235   -0 11 50.2
 EJ1940
 EJ1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1940!SPC AR S     -   0.99991832  x   1.00000032  =   0.99991864
 EJ1940!UTM  15      -   0.99991832  x   0.99961235  =   0.99953070
 EJ1940
 EJ1940                          SUPERSEDED SURVEY CONTROL
 EJ1940
 EJ1940  NAD 83(1997)-  34 46 05.24932(N)    093 20 45.38285(W) AD(       ) 2
 EJ1940  NAD 83(1986)-  34 46 05.25056(N)    093 20 45.38090(W) AD(       ) 2
 EJ1940  NAD 27      -  34 46 04.90780(N)    093 20 44.70020(W) AD(       ) 2
 EJ1940
 EJ1940.Superseded values are not recommended for survey control.
 EJ1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1940.See file dsdata.txt to determine how the superseded data were derived.
 EJ1940
 EJ1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6834347384(NAD 83)
 EJ1940_MARKER: DD = SURVEY DISK
 EJ1940_SETTING: 0 = UNSPECIFIED SETTING
 EJ1940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1940
 EJ1940  HISTORY     - Date     Condition        Report By
 EJ1940  HISTORY     - 1956     MONUMENTED       USGS
 EJ1940
 EJ1940                          STATION DESCRIPTION
 EJ1940
 EJ1940'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (LSB)
 EJ1940'THE STATION IS LOCATED 8 MILES EAST SOUTHEAST OF ALY, 11
 EJ1940'MILES NORTHEAST OF STORY, AND 17 MILES WEST NORTHWEST OF
 EJ1940'JESSIEVILLE.
 EJ1940'
 EJ1940'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK,
 EJ1940'AND IS NOT STAMPED.  IT IS 19.47 FEET SOUTH SOUTHWEST OF
 EJ1940'TRIANGULATION STATION POWELL 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0851 ***********************************************************************
 GE0851  DESIGNATION -  POWHATAN LAWRENCE CO CTHSE
 GE0851  PID         -  GE0851
 GE0851  STATE/COUNTY-  AR/LAWRENCE
 GE0851  USGS QUAD   -  BLACK ROCK (1974)
 GE0851
 GE0851                         *CURRENT SURVEY CONTROL
 GE0851  ___________________________________________________________________
 GE0851* NAD 83(1997)-  36 04 55.64254(N)    091 07 07.56998(W)     ADJUSTED  
 GE0851* NAVD 88     -                                                        
 GE0851  ___________________________________________________________________
 GE0851  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GE0851  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GE0851
 GE0851  HORZ ORDER  -  THIRD
 GE0851
 GE0851.The horizontal coordinates were established by classical geodetic methods
 GE0851.and adjusted by the National Geodetic Survey in September 1999..
 GE0851
 GE0851
 GE0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0851
 GE0851.The geoid height was determined by GEOID03.
 GE0851
 GE0851;                    North         East     Units Scale Factor Converg.
 GE0851;SPC AR N     -   194,372.804   479,369.382   MT  0.99997360   +0 30 46.0
 GE0851;SPC AR N     -   637,704.77  1,572,731.05   sFT  0.99997360   +0 30 46.0
 GE0851;UTM  15      - 3,994,695.200   669,384.280   MT  0.99995353   +1 06 29.5
 GE0851
 GE0851                          SUPERSEDED SURVEY CONTROL
 GE0851
 GE0851  NAD 83(1986)-  36 04 55.65342(N)    091 07 07.56930(W) AD(       ) 4
 GE0851  NAD 27      -  36 04 55.39800(N)    091 07 07.12000(W) AD(       ) 3
 GE0851
 GE0851.Superseded values are not recommended for survey control.
 GE0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0851.See file dsdata.txt to determine how the superseded data were derived.
 GE0851
 GE0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6938494695(NAD 83)
 GE0851_MARKER: 75 = BELFRY
 GE0851
 GE0851  HISTORY     - Date     Condition        Report By
 GE0851  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0851
 GE0851                          STATION DESCRIPTION
 GE0851
 GE0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0851'THE COURTHOUSE IS LOCATED NEAR THE CENTER OF POWHATAN.  THE
 GE0851'BELFRY IS AT THE EAST END AND THE CENTER OF THE COURTHOUSE.
 GE0851'IT IS A 4 SIDED STRUCTURE WHICH EXTENDS ABOUT 20 FEET ABOVE
 GE0851'THE COURTHOUSE ROOF AND IT HAS A POINTED ROOF.  THE OVERALL
 GE0851'HEIGHT IS ABOUT 100 FEET.
 GE0851'
 GE0851'THE POINTED ROOF OF THE BELFRY WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0855 ***********************************************************************
 GE0855  DESIGNATION -  POWHATAN TEX ILL NATL GAS RAD
 GE0855  PID         -  GE0855
 GE0855  STATE/COUNTY-  AR/LAWRENCE
 GE0855  USGS QUAD   -  EATON (1981)
 GE0855
 GE0855                         *CURRENT SURVEY CONTROL
 GE0855  ___________________________________________________________________
 GE0855* NAD 83(1997)-  36 05 20.45339(N)    091 07 51.77078(W)     ADJUSTED  
 GE0855* NAVD 88     -                                                        
 GE0855  ___________________________________________________________________
 GE0855  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 GE0855  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GE0855
 GE0855  HORZ ORDER  -  THIRD
 GE0855
 GE0855.The horizontal coordinates were established by classical geodetic methods
 GE0855.and adjusted by the National Geodetic Survey in September 1999..
 GE0855
 GE0855
 GE0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0855
 GE0855.The geoid height was determined by GEOID03.
 GE0855
 GE0855;                    North         East     Units Scale Factor Converg.
 GE0855;SPC AR N     -   195,127.656   478,256.826   MT  0.99997465   +0 30 20.3
 GE0855;SPC AR N     -   640,181.32  1,569,080.94   sFT  0.99997465   +0 30 20.3
 GE0855;UTM  15      - 3,995,438.432   668,263.964   MT  0.99994887   +1 06 04.1
 GE0855
 GE0855                          SUPERSEDED SURVEY CONTROL
 GE0855
 GE0855  NAD 83(1986)-  36 05 20.46422(N)    091 07 51.77007(W) AD(       ) 4
 GE0855  NAD 27      -  36 05 20.20900(N)    091 07 51.31800(W) AD(       ) 3
 GE0855
 GE0855.Superseded values are not recommended for survey control.
 GE0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0855.See file dsdata.txt to determine how the superseded data were derived.
 GE0855
 GE0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6826495438(NAD 83)
 GE0855_MARKER: 42 = RADIO/TV MAST
 GE0855
 GE0855  HISTORY     - Date     Condition        Report By
 GE0855  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0855
 GE0855                          STATION DESCRIPTION
 GE0855
 GE0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0855'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF POWHATAN,
 GE0855'0.1 MILE SOUTH OF A GRAVELED ROAD AND 0.05 MILE EAST OF
 GE0855'A FARM LANE.  IT HAS TWO WIRE MASH RADIO RELAY SHIELDS MOUNTED
 GE0855'BETWEEN TWO TRUSS WORK STEEL STRUCTURES WHICH ARE SUPPORTED
 GE0855'BY GUY CABLES.  THERE IS A CONCRETE BLOCK BUILDING LOCATED
 GE0855'BETWEEN THE TWO STEEL STRUCTURES WHICH IS 10 FEET SQUARE
 GE0855'AND 10 FEET HIGH.  THE OVERALL HEIGHT IS ABOUT 140 FEET.
 GE0855'
 GE0855'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25
 GE0855'AND A GRAVELED ROAD JUST NORTH OF THE COURTHOUSE IN POWHATAN, GO
 GE0855'NORTHWEST ON THE GRAVELED ROAD FOR 0.9 MILE TO A FARM LANE
 GE0855'AND THE STATION ON THE RIGHT AS DESCRIBED.
 GE0855'
 GE0855'TANGENTS WERE OBSERVED ON THE TWO TRUSS WORK STEEL STRUCTURES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1820 ***********************************************************************
 EJ1820  DESIGNATION -  PRAGUE
 EJ1820  PID         -  EJ1820
 EJ1820  STATE/COUNTY-  AR/GRANT
 EJ1820  USGS QUAD   -  PRAGUE (1984)
 EJ1820
 EJ1820                         *CURRENT SURVEY CONTROL
 EJ1820  ___________________________________________________________________
 EJ1820* NAD 83(1997)-  34 15 09.88026(N)    092 16 32.98952(W)     ADJUSTED  
 EJ1820* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 EJ1820  ___________________________________________________________________
 EJ1820  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 EJ1820  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ1820
 EJ1820  HORZ ORDER  -  SECOND
 EJ1820
 EJ1820.The horizontal coordinates were established by classical geodetic methods
 EJ1820.and adjusted by the National Geodetic Survey in September 1999..
 EJ1820
 EJ1820.The orthometric height was scaled from a topographic map.
 EJ1820
 EJ1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1820
 EJ1820.The geoid height was determined by GEOID03.
 EJ1820
 EJ1820;                    North         East     Units Scale Factor Converg.
 EJ1820;SPC AR S     -   575,950.392   374,595.103   MT  0.99992570   -0 09 15.8
 EJ1820;SPC AR S     - 1,889,597.24  1,228,984.10   sFT  0.99992570   -0 09 15.8
 EJ1820;UTM  15      - 3,790,417.541   566,677.431   MT  0.99965480   +0 24 27.4
 EJ1820
 EJ1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1820!SPC AR S     -   0.99998777  x   0.99992570  =   0.99991347
 EJ1820!UTM  15      -   0.99998777  x   0.99965480  =   0.99964258
 EJ1820
 EJ1820|---------------------------------------------------------------------|
 EJ1820| PID    Reference Object                     Distance      Geod. Az  |
 EJ1820|                                                           dddmmss.s |
 EJ1820| CY7133 PRAGUE RM 1                          28.868 METERS 03352     |
 EJ1820| EJ1821 ET 1 WMB                             41.722 METERS 16122     |
 EJ1820| EJ1823 TALLEY                              APPROX.15.8 KM 2773854.3 |
 EJ1820| CY7134 PRAGUE RM 2                          29.715 METERS 28607     |
 EJ1820| EJ1825 SHERIDAN FIRST LAND MK BAP CH       APPROX.13.3 KM 2965521.4 |
 EJ1820| EJ1822 SHERIDAN MUNICIPAL TANK             APPROX.13.2 KM 2985844.8 |
 EJ1820| CY7135 PRAGUE RM 3                                        3233549.4 |
 EJ1820|---------------------------------------------------------------------|
 EJ1820
 EJ1820                          SUPERSEDED SURVEY CONTROL
 EJ1820
 EJ1820  NAD 83(1986)-  34 15 09.89003(N)    092 16 32.98146(W) AD(       ) 2
 EJ1820  NAD 27      -  34 15 09.54057(N)    092 16 32.44147(W) AD(       ) 2
 EJ1820
 EJ1820.Superseded values are not recommended for survey control.
 EJ1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1820.See file dsdata.txt to determine how the superseded data were derived.
 EJ1820
 EJ1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6667790418(NAD 83)
 EJ1820_MARKER: DS = TRIANGULATION STATION DISK
 EJ1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1820
 EJ1820  HISTORY     - Date     Condition        Report By
 EJ1820  HISTORY     - 1964     MONUMENTED       CGS
 EJ1820
 EJ1820                          STATION DESCRIPTION
 EJ1820
 EJ1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1820'ABOUT 7 MILES SOUTHEAST OF SHERIDAN, 4 MILES SOUTH OF CENTER
 EJ1820'GROVE, IN THE CENTER OF SECTION 26, T-5-S, R-12-W, AND ON
 EJ1820'PROPERTY OWNED BY THE INTERNATIONAL PAPER COMPANY.  IT IS
 EJ1820'96 FEET SOUTHEAST OF A CROSSROAD INTERSECTION, 45 FEET NORTHEAST
 EJ1820'OF THE CENTERLINE OF RHODEN SPRING ROAD, 38 FEET SOUTH OF
 EJ1820'THE CENTERLINE OF A GRADED ROAD AND 6 FEET EAST OF A WITNESS
 EJ1820'POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 EJ1820'PRAGUE 1964.
 EJ1820'
 EJ1820'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EJ1820'270 AND 167 IN SHERIDAN, GO EAST ON HIGHWAY 270 FOR 0.2 MILE
 EJ1820'TO CROSSROADS AND THE FIRST CHRISTIAN CHURCH ON THE RIGHT.
 EJ1820'TURN RIGHT AND FOLLOW GRAVELED ROAD SOUTHEASTERLY FOR 5.0
 EJ1820'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON RHODEN
 EJ1820'SPRING ROAD FOR 4.2 MILES TO REFERENCE MARK 3 ON THE LEFT.
 EJ1820'CONTINUE SOUTHEAST ON THE GRAVELED ROAD FOR 0.15 MILE TO
 EJ1820'A CROSSROAD INTERSECTION AND THE STATION ON THE LEFT.
 EJ1820'
 EJ1820'REFERENCE MARK 1 IS 98 FEET NORTHEAST OF THE WITNESS POST,
 EJ1820'18 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD AND 8
 EJ1820'FEET SOUTHEAST OF AN 8 INCH OAK TREE.  THE MONUMENT PROJECTS
 EJ1820'3 INCHES AND THE DISK IS STAMPED PRAGUE NO 1 1964.
 EJ1820'
 EJ1820'REFERENCE MARK 2 IS 93 FEET WEST OF THE WITNESS POST, 36
 EJ1820'FEET SOUTHWEST OF THE INTERSECTION, AND 30 FEET WEST OF THE
 EJ1820'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 3
 EJ1820'INCHES AND THE DISK IS STAMPED PRAGUE NO 2 1964.
 EJ1820'
 EJ1820'REFERENCE MARK 3 IS 92 FEET EAST OF THE INTERSECTION OF
 EJ1820'THE GRAVELED ROAD AND A DIRT ROAD NORTH, 25 FEET NORTHEAST
 EJ1820'OF THE CENTERLINE OF THE GRAVELED ROAD AND 2 FEET SOUTHWEST
 EJ1820'OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 EJ1820'DISK IS STAMPED PRAGUE NO 3 1964.
 EJ1820'
 EJ1820'ET 1 (USGS) IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN THE
 EJ1820'TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 1 INCH.  IT
 EJ1820'IS 27 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD
 EJ1820'AND 10 FEET SOUTHWEST OF A 12 INCH TWIN TRUNK OAK TREE.
 EJ1820'THE DISK IS STAMPED ET 1 WMB 1961 342 FEET.
 EJ1820'
 EJ1820'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2180 ***********************************************************************
 EH2180  DESIGNATION -  PRAIRIE
 EH2180  PID         -  EH2180
 EH2180  STATE/COUNTY-  AR/PRAIRIE
 EH2180  USGS QUAD   -  CARLISLE (1994)
 EH2180
 EH2180                         *CURRENT SURVEY CONTROL
 EH2180  ___________________________________________________________________
 EH2180* NAD 83(1997)-  34 46 54.91274(N)    091 41 00.74528(W)     ADJUSTED  
 EH2180* NAVD 88     -        73.037  (meters)     239.62   (feet)  ADJUSTED  
 EH2180  ___________________________________________________________________
 EH2180  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 EH2180  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2180  DYNAMIC HT  -          72.969 (meters)     239.40  (feet)  COMP
 EH2180  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 EH2180
 EH2180  HORZ ORDER  -  FIRST
 EH2180  VERT ORDER  -  FIRST     CLASS II
 EH2180
 EH2180.The horizontal coordinates were established by classical geodetic methods
 EH2180.and adjusted by the National Geodetic Survey in September 1999..
 EH2180
 EH2180.The orthometric height was determined by differential leveling
 EH2180.and adjusted by the National Geodetic Survey in June 1991..
 EH2180
 EH2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2180
 EH2180.The geoid height was determined by GEOID03.
 EH2180
 EH2180.The dynamic height is computed by dividing the NAVD 88
 EH2180.geopotential number by the normal gravity value computed on the
 EH2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2180.degrees latitude (g = 980.6199 gals.).
 EH2180
 EH2180.The modeled gravity was interpolated from observed gravity values.
 EH2180
 EH2180;                    North         East     Units Scale Factor Converg.
 EH2180;SPC AR S     -   634,660.834   428,965.512   MT  1.00000344   +0 10 37.6
 EH2180;SPC AR S     - 2,082,216.42  1,407,364.35   sFT  1.00000344   +0 10 37.6
 EH2180;UTM  15      - 3,849,648.740   620,450.699   MT  0.99977882   +0 45 03.9
 EH2180
 EH2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2180!SPC AR S     -   0.99999275  x   1.00000344  =   0.99999619
 EH2180!UTM  15      -   0.99999275  x   0.99977882  =   0.99977157
 EH2180
 EH2180|---------------------------------------------------------------------|
 EH2180| PID    Reference Object                     Distance      Geod. Az  |
 EH2180|                                                           dddmmss.s |
 EH2180| EH2181 PRAIRIE RM 1                         20.820 METERS 00100     |
 EH2180| EH2182 PRAIRIE RM 2                         29.130 METERS 09148     |
 EH2180| EH2166 CARLISLE                            APPROX. 4.5 KM 2703606.7 |
 EH2180|---------------------------------------------------------------------|
 EH2180
 EH2180                          SUPERSEDED SURVEY CONTROL
 EH2180
 EH2180  NAD 83(1986)-  34 46 54.91616(N)    091 41 00.74002(W) AD(       ) 1
 EH2180  NAD 27      -  34 46 54.58551(N)    091 41 00.25865(W) AD(       ) 1
 EH2180  NGVD 29 (??/??/??)   73.048  (m)          239.66   (f) ADJUSTED    1 2
 EH2180
 EH2180.Superseded values are not recommended for survey control.
 EH2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2180.See file dsdata.txt to determine how the superseded data were derived.
 EH2180
 EH2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2045149649(NAD 83)
 EH2180_MARKER: DS = TRIANGULATION STATION DISK
 EH2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2180_STAMPING: PRAIRIE 1916 1920 BM
 EH2180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2180+STABILITY: SURFACE MOTION
 EH2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2180+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2180
 EH2180  HISTORY     - Date     Condition        Report By
 EH2180  HISTORY     - 1916     MONUMENTED       CGS
 EH2180  HISTORY     - 1920     GOOD             CGS
 EH2180  HISTORY     - 1935     GOOD             CGS
 EH2180  HISTORY     - 1938     GOOD             CGS
 EH2180  HISTORY     - 1940     GOOD             CGS
 EH2180  HISTORY     - 1954     GOOD             CGS
 EH2180  HISTORY     - 1967     GOOD             CGS
 EH2180  HISTORY     - 1967     GOOD             CGS
 EH2180  HISTORY     - 19980801 POOR             NRCS
 EH2180  HISTORY     - 20030609 GOOD             USACE
 EH2180
 EH2180                          STATION DESCRIPTION
 EH2180
 EH2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH2180'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH2180'RAILWAY, 250 METERS (820 FEET) E OF MILE BOARD E OF PRAIRIE
 EH2180'CENTER RAILWAY STATION, AND 9.23 METERS (30.3 FEET) N OF
 EH2180'N RAIL OF MAIN TRACK.
 EH2180'
 EH2180'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 EH2180'SET IN CONCRETE, STAMPED WITH NAME PRAIRIE.
 EH2180'
 EH2180'A STANDARD REFERENCE DISK SET IN CONCRETE MARKED B.M. IS
 EH2180'ON N RIGHT-OF-WAY FENCE 20.830 METERS (68.34 FEET) FROM
 EH2180'STATION, N 01 DEG 04 MIN E.
 EH2180
 EH2180                          STATION RECOVERY (1920)
 EH2180
 EH2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 EH2180'IN 1920 STATION AND REFERENCE MARK WERE STAMPED WITH DATES
 EH2180'1916-1920, AND NAME ADDED TO REFERENCE MARK.  ELEVATION
 EH2180'OF STATION IS 73.071 METERS (239.734 FEET), OF REFERENCE
 EH2180'MARK, 72.475 METERS (237.778 FEET).
 EH2180
 EH2180                          STATION RECOVERY (1935)
 EH2180
 EH2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH2180'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS
 EH2180'17.16 FEET E OF 7TH TELEGRAPH POLE W OF MILEPOST 99.
 EH2180'
 EH2180'REFERENCE MARK NO.1 (1916) RECOVERED AS DESCRIBED IN GOOD
 EH2180'CONDITION, AT GROUND SURFACE, ON N RIGHT-OF-WAY FENCE, 20.82
 EH2180'METERS (68.33 FEET) FROM STATION, N 01 DEG 01 MIN 30 SEC E.
 EH2180'
 EH2180'REFERENCE MARK NO.2 (1935) IS A STANDARD BRONZE DISK SET
 EH2180'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 28.62 FEET N OF
 EH2180'N RAIL OF MAIN LINE, 61.35 FEET FROM THE 6TH TELEGRAPH POLE
 EH2180'W OF MILEPOST 99, AND IS 29.145 METERS (95.63 FEET) DISTANT
 EH2180'FROM STATION, S 88 DEG 11 MIN 24 SEC E.
 EH2180'
 EH2180'REFERENCE MARK NO.2 TO REFERENCE MARK NO.1 IS 36.06 METERS
 EH2180'(118.30 FEET), N 52 DEG 54 MIN 30 SEC W.
 EH2180
 EH2180                          STATION RECOVERY (1938)
 EH2180
 EH2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CWC)
 EH2180'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 EH2180'CONDITION.
 EH2180
 EH2180                          STATION RECOVERY (1940)
 EH2180
 EH2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2180'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 EH2180'AND NO NEW MARKS WERE ESTABLISHED.
 EH2180'
 EH2180'STATION IS LOCATED ABOUT 4.0 MILES E OF CARLISLE AND ABOUT
 EH2180'1.0 MILE E OF THE LONOKE-PRAIRIE COUNTY LINE ON THE RIGHT-OF-WAY
 EH2180'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD.  IT IS
 EH2180'250 METERS (820 FEET) E OF MILE BOARD E OF PRAIRIE CENTER
 EH2180'RAILROAD STATION.
 EH2180'
 EH2180'STATION MARK STAMPED PRAIRIE 1916-1920 B.M., PROJECTS ABOUT
 EH2180'4 INCHES ABOVE THE GROUND.  IT IS 30.0 FEET N OF THE N RAIL
 EH2180'OF RAILROAD, 17.5 FEET S OF TELEGRAPH POLE, AND 43.0 FEET
 EH2180'S OF FENCE.
 EH2180'
 EH2180'REFERENCE MARK NO.1 STAMPED PRAIRIE R.M.1 BM 1916 1920 IS
 EH2180'FLUSH WITH THE GROUND AT ABOUT THE SAME ELEVATION AS THE
 EH2180'STATION.  IT IS 25.4 FEET N OF FENCE LINE, AND 51.7 FEET
 EH2180'N OF TELEGRAPH POLE MARKED USBM IN WHITE PAINT.
 EH2180'
 EH2180'REFERENCE MARK NO.2 STAMPED PRAIRIE R.M.NO.2 1916 1920 PROJECTS
 EH2180'ABOUT 4 INCHES ABOVE THE GROUND, AND IS ABOUT THE SAME ELEVATION
 EH2180'AS THE STATION.  IT IS 92.6 FEET E OF TELEGRAPH POLE MARKED
 EH2180'USBM IN WHITE PAINT, 28.0 FEET N OF THE N RAIL OF RAILROAD
 EH2180'AND 44.8 FEET S OF FENCE.
 EH2180'
 EH2180'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 EH2180'CONDITION AND NO NEW MARKS WERE ESTABLISHED.  DISTANCES
 EH2180'AND DIRECTIONS GIVEN ARE 1940 MEASUREMENTS.
 EH2180'
 EH2180'TO REACH FROM CARLISLE, GO E ON U.S. HIGHWAY NO.70, 3.0
 EH2180'MILES TO THE LONOKE-PRAIRIE COUNTY LINE, CONTINUE 1.1 MILES
 EH2180'TO STATION ON LEFT (N) ACROSS RAILROAD TRACKS.
 EH2180
 EH2180                          STATION RECOVERY (1954)
 EH2180
 EH2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH2180'3.6 MI. E ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2180'FROM THE STATION AT CARLISLE, 44 FT. S OF A FENCE, 30.2
 EH2180'FT. N OF THE N RAIL, 17.5 FT. SW OF TELEPHONE POLE 99-07,
 EH2180'AND 3 FT. W OF A WITNESS POST.  A TRIANGULATION-STATION
 EH2180'DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH2180'THE GROUND, AND STAMPED PRAIRIE 1916 1920 BM.
 EH2180'
 EH2180'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.  IT
 EH2180'WAS IN WHAT IS NOW A RICE FIELD AND HAS PROBABLY BEEN PLOWED UP.
 EH2180'
 EH2180'REFERENCE MARK 2 IS 95.7 FT. E OF THE STATION, 45 FT. S
 EH2180'OF A FENCE, 62 FT. SW OF TELEPHONE POLE 99-06, AND 29.2
 EH2180'FT. N OF THE N RAIL.  A REFERENCE-MARK DISK, SET IN THE
 EH2180'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE
 EH2180'GROUND, AND STAMPED PRAIRIE RM 2 1916 1920.
 EH2180
 EH2180                          STATION RECOVERY (1967)
 EH2180
 EH2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH2180'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 EH2180'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.
 EH2180'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH2180'
 EH2180'THE STATION IS ON RAILROAD RIGHT-OF-WAY PROPERTY, 3.6 MILES
 EH2180'EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2180'FROM THE STATION IN CARLISLE.
 EH2180'
 EH2180'STATION MARK IS A STANDARD DISK, STAMPED PRAIRIE 1916 1920
 EH2180'BM, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 EH2180'WITH THE GROUND.  IT IS 44 FEET SOUTH OF A FENCE, 30.2 FEET
 EH2180'NORTH OF THE NORTH RAIL, 18 FEET SOUTHWEST OF A TELEPHONE
 EH2180'LINE POLE, 95.6 FEET WEST OF REFERENCE MARK 2 AND 1 FOOT
 EH2180'EAST OF A METAL WITNESS POST.
 EH2180'
 EH2180'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PRAIRIE RM
 EH2180'2 1916 1920, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 EH2180'POST FLUSH WITH THE GROUND SURFACE.  IT IS 95.7 FEET EAST
 EH2180'OF THE STATION MARK, 45 FEET SOUTH OF A FENCE, 61 FEET SOUTHWEST
 EH2180'OF A TELEPHONE LINE POLE, 29.2 FEET NORTH OF THE NORTH RAIL
 EH2180'AND 1 FOOT WEST OF A METAL WITNESS POST.
 EH2180'
 EH2180'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.6 MILES
 EH2180'EAST OF CARLISLE
 EH2180
 EH2180                          STATION RECOVERY (1967)
 EH2180
 EH2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2180'3.6 MI E FROM CARLISLE.
 EH2180'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 3.6 MILES EAST ALONG
 EH2180'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION IN
 EH2180'CARLISLE, 44 FEET SOUTH OF A FENCE, 30.2 FEET NORTH OF THE NORTH RAIL,
 EH2180'18 FEET SOUTHWEST OF A TELEPHONE LINE POLE, 1 FOOT EAST OF A METAL
 EH2180'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 EH2180'GROUND SURFACE.
 EH2180
 EH2180                          STATION RECOVERY (1998)
 EH2180
 EH2180'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH2180'WAS LOCATED ALONG TRACKS THAT HAVE BEEN REMOVED THE POLES ARE ALSO
 EH2180'GONE FOUND A BENCH MARK APPROX.  7 MI (11.3 KM) WEST OF PRAIRRE BM
 EH2180'LOCATED IN THE HEADWALL OF CULVERT IN NE CORNER OF HWY 70 AND COUNTY
 EH2180'LINE RD.
 EH2180
 EH2180                          STATION RECOVERY (2003)
 EH2180
 EH2180'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0962 ***********************************************************************
 FH0962  DESIGNATION -  PRAIRIE GROVE MUNICIPAL TANK
 FH0962  PID         -  FH0962
 FH0962  STATE/COUNTY-  AR/WASHINGTON
 FH0962  USGS QUAD   -  PRAIRIE GROVE (1982)
 FH0962
 FH0962                         *CURRENT SURVEY CONTROL
 FH0962  ___________________________________________________________________
 FH0962* NAD 83(1997)-  35 58 30.54111(N)    094 18 57.23441(W)     ADJUSTED  
 FH0962* NAVD 88     -                                                        
 FH0962  ___________________________________________________________________
 FH0962  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 FH0962  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FH0962
 FH0962  HORZ ORDER  -  THIRD
 FH0962
 FH0962.The horizontal coordinates were established by classical geodetic methods
 FH0962.and adjusted by the National Geodetic Survey in September 1999..
 FH0962
 FH0962
 FH0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0962
 FH0962.The geoid height was determined by GEOID03.
 FH0962
 FH0962;                    North         East     Units Scale Factor Converg.
 FH0962;SPC AR N     -   184,604.604   191,152.357   MT  0.99995915   -1 20 51.4
 FH0962;SPC AR N     -   605,656.94    627,139.02   sFT  0.99995915   -1 20 51.4
 FH0962;UTM  15      - 3,981,992.656   381,360.744   MT  0.99977343   -0 46 23.1
 FH0962
 FH0962                          SUPERSEDED SURVEY CONTROL
 FH0962
 FH0962  NAD 83(1997)-  35 58 30.55151(N)    094 18 57.23417(W) AD(       ) 4
 FH0962  NAD 83(1986)-  35 58 30.54937(N)    094 18 57.23388(W) AD(       ) 4
 FH0962  NAD 27      -  35 58 30.26000(N)    094 18 56.48000(W) AD(       ) 3
 FH0962
 FH0962.Superseded values are not recommended for survey control.
 FH0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0962.See file dsdata.txt to determine how the superseded data were derived.
 FH0962
 FH0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8136181993(NAD 83)
 FH0962_MARKER: 51 = TANK
 FH0962
 FH0962  HISTORY     - Date     Condition        Report By
 FH0962  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0962
 FH0962                          STATION DESCRIPTION
 FH0962
 FH0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0962'THIS INTERSECTION STATION IS THE CENTER OF THE PRAIRIE GROVE
 FH0962'MUNICIPAL WATER TANK.  IT IS A TALL STEEL TANK WITH A ROUND
 FH0962'BOTTOM AND CONICAL TOP AND HAS A BALL AT THE TIP.  IT IS
 FH0962'SUPPORTED BY FOUR LEGS AND HAS A PLATFORM WITH STEEL RAILING
 FH0962'AT THE TOP OF THE LEGS.  IT HAS A 30-INCH DIAMETER CYLINDRICAL
 FH0962'STEEL HOUSING AROUND THE FEED PIPES.  THE TANK IS ABOUT
 FH0962'150 FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN
 FH0962'1934.  THE TANK IS ABOUT 11 MILES SW OF FAYETTEVILLE, IN
 FH0962'THE TOWN OF PRAIRIE GROVE.  IT IS ABOUT 200 FEET S OF THE
 FH0962'MAIN STREET OF TOWN AND ABOUT 150 FEET W OF THE STREET AT
 FH0962'THE E EDGE OF THE BUSINESS SECTION AND ON THE W SIDE OF
 FH0962'THE CITY PARK.  THE MAIN STREET OF TOWN IS U.S. HIGHWAY
 FH0962'62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2182 ***********************************************************************
 EH2182  DESIGNATION -  PRAIRIE RM 2
 EH2182  PID         -  EH2182
 EH2182  STATE/COUNTY-  AR/PRAIRIE
 EH2182  USGS QUAD   -  CARLISLE (1994)
 EH2182
 EH2182                         *CURRENT SURVEY CONTROL
 EH2182  ___________________________________________________________________
 EH2182* NAD 83(1986)-  34 46 54.     (N)    091 40 59.     (W)     SCALED    
 EH2182* NAVD 88     -        72.529  (meters)     237.96   (feet)  ADJUSTED  
 EH2182  ___________________________________________________________________
 EH2182  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2182  DYNAMIC HT  -          72.461 (meters)     237.73  (feet)  COMP
 EH2182  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 EH2182
 EH2182  VERT ORDER  -  FIRST     CLASS II
 EH2182
 EH2182.The horizontal coordinates were scaled from a topographic map and have
 EH2182.an estimated accuracy of +/- 6 seconds.
 EH2182
 EH2182.The orthometric height was determined by differential leveling
 EH2182.and adjusted by the National Geodetic Survey in June 1991..
 EH2182
 EH2182.The geoid height was determined by GEOID03.
 EH2182
 EH2182.The dynamic height is computed by dividing the NAVD 88
 EH2182.geopotential number by the normal gravity value computed on the
 EH2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2182.degrees latitude (g = 980.6199 gals.).
 EH2182
 EH2182.The modeled gravity was interpolated from observed gravity values.
 EH2182
 EH2182;                    North         East    Units  Estimated Accuracy
 EH2182;SPC AR S     -   634,630.      429,010.      MT  (+/- 180 meters Scaled)
 EH2182
 EH2182                          SUPERSEDED SURVEY CONTROL
 EH2182
 EH2182  NGVD 29 (??/??/??)   72.540  (m)          237.99   (f) ADJUSTED    1 2
 EH2182
 EH2182.Superseded values are not recommended for survey control.
 EH2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2182.See file dsdata.txt to determine how the superseded data were derived.
 EH2182
 EH2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU204496(NAD 83)
 EH2182_MARKER: DR = REFERENCE MARK DISK
 EH2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2182_STAMPING: PRAIRIE RM 2 1916 1920
 EH2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2182+STABILITY: SURFACE MOTION
 EH2182
 EH2182  HISTORY     - Date     Condition        Report By
 EH2182  HISTORY     - 1935     MONUMENTED       CGS
 EH2182  HISTORY     - 1967     GOOD             CGS
 EH2182
 EH2182                          STATION DESCRIPTION
 EH2182
 EH2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2182'3.6 MI E FROM CARLISLE.
 EH2182'IT IS 3.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2182'RAILROAD FROM THE STATION IN CARLISLE, 95.7 FEET EAST OF TRIANGULATION
 EH2182'STATION PRAIRIE, 45 FEET SOUTH OF A FENCE, 61 FEET SOUTHWEST OF A
 EH2182'TELEPHONE LINE POLE, 29.2 FEET NORTH OF THE NORTH RAIL, 1 FOOT WEST OF
 EH2182'A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 EH2182'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1877 ***********************************************************************
 FG1877  DESIGNATION -  PRAIRIE VIEW
 FG1877  PID         -  FG1877
 FG1877  STATE/COUNTY-  AR/LOGAN
 FG1877  USGS QUAD   -  SCRANTON (1993)
 FG1877
 FG1877                         *CURRENT SURVEY CONTROL
 FG1877  ___________________________________________________________________
 FG1877* NAD 83(1997)-  35 20 02.90561(N)    093 33 55.25838(W)     ADJUSTED  
 FG1877* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 FG1877  ___________________________________________________________________
 FG1877  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FG1877  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 FG1877
 FG1877  HORZ ORDER  -  SECOND
 FG1877
 FG1877.The horizontal coordinates were established by classical geodetic methods
 FG1877.and adjusted by the National Geodetic Survey in September 1999..
 FG1877
 FG1877.The orthometric height was scaled from a topographic map.
 FG1877
 FG1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1877
 FG1877.The geoid height was determined by GEOID03.
 FG1877
 FG1877;                    North         East     Units Scale Factor Converg.
 FG1877;SPC AR N     -   112,161.971   257,699.198   MT  0.99994541   -0 54 39.2
 FG1877;SPC AR N     -   367,984.73    845,468.12   sFT  0.99994541   -0 54 39.2
 FG1877;UTM  15      - 3,910,245.596   448,621.234   MT  0.99963253   -0 19 37.1
 FG1877
 FG1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1877!SPC AR N     -   0.99997732  x   0.99994541  =   0.99992273
 FG1877!UTM  15      -   0.99997732  x   0.99963253  =   0.99960986
 FG1877
 FG1877|---------------------------------------------------------------------|
 FG1877| PID    Reference Object                     Distance      Geod. Az  |
 FG1877|                                                           dddmmss.s |
 FG1877| CI2067 PRAIRIE VIEW RM 1                    20.424 METERS 07227     |
 FG1877| CI2066 PRAIRIE VIEW AZ MK                                 2902659.2 |
 FG1877| CI2068 PRAIRIE VIEW RM 2                    18.977 METERS 30244     |
 FG1877|---------------------------------------------------------------------|
 FG1877
 FG1877                          SUPERSEDED SURVEY CONTROL
 FG1877
 FG1877  NAD 83(1997)-  35 20 02.91679(N)    093 33 55.25626(W) AD(       ) 2
 FG1877  NAD 83(1986)-  35 20 02.91688(N)    093 33 55.25433(W) AD(       ) 2
 FG1877  NAD 27      -  35 20 02.60700(N)    093 33 54.57400(W) AD(       ) 2
 FG1877
 FG1877.Superseded values are not recommended for survey control.
 FG1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1877.See file dsdata.txt to determine how the superseded data were derived.
 FG1877
 FG1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4862110246(NAD 83)
 FG1877_MARKER: DS = TRIANGULATION STATION DISK
 FG1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1877
 FG1877  HISTORY     - Date     Condition        Report By
 FG1877  HISTORY     - 1940     MONUMENTED       CGS
 FG1877  HISTORY     - 1959     GOOD             CGS
 FG1877
 FG1877                          STATION DESCRIPTION
 FG1877
 FG1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1877'STATION IS ABOUT 2-1/2 MILES W OF PRAIRIE VIEW, 10 MILES ENE OF
 FG1877'PARIS ON THE HIGHEST POINT OF A SMALL WOODED HILL, THE MOST
 FG1877'PROMINENT IN THE GENERAL VICINITY.
 FG1877'
 FG1877'MARK IS ABOUT 100 FEET W OF TRIANGLE BLAZE ON TREE, 6.4 FEET
 FG1877'W OF WHITE WITNESS POST, PROJECTS 1/2 FOOT, STAMPED PRAIRIE
 FG1877'VIEW 1940.
 FG1877'
 FG1877'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1877'DISKS SET IN CONCRETE.
 FG1877'
 FG1877'REFERENCE MARK NO.1 IS ON THE NE SLOPE OF HILL, 2 FEET BELOW
 FG1877'STATION, PROJECTS 4 INCHES STAMPED PRAIRIE VIEW NO.1 1940.
 FG1877'
 FG1877'REFERENCE MARK NO.2 IS ON THE NW SLOPE OF HILL, 1 FOOT BELOW
 FG1877'STATION, PROJECTS 6 INCHES, STAMPED PRAIRIE VIEW NO.2 1940.
 FG1877'
 FG1877'TO REACH THE STATION FROM THE COURTHOUSE IN PARIS GO E ON
 FG1877'STATE HIGHWAY 22, 11.7 MILES TO MIDWAY AND GRAVEL ROAD LEADING
 FG1877'LEFT (N) TOWARDS PRAIRIE VIEW, TURN LEFT AND GO 3.0 MILES TO
 FG1877'MAIN INTERSECTION AT PRAIRIE VIEW, TURN LEFT (W) ON DIRT ROAD
 FG1877'AND GO 2.3 MILES TO NARROW TRACK ROAD LEADING LEFT (S) INTO
 FG1877'WOODS, TURN LEFT AND GO ALONG WOODS ROAD S 0.2 MILE TO TOP
 FG1877'OF HILL AND STATION NEAR OAK TREE WITH TRIANGLE BLAZE.
 FG1877'
 FG1877'TO REACH THE AZIMUTH MARK CONTINUE W ON DIRT ROAD 0.3 MILE
 FG1877'FROM WHERE THE WOODS ROAD TURNS S TO HOUSE ON RIGHT AT THE
 FG1877'TOP OF A SMALL GRADE IN ROAD.  MARK IS 26 FEET N OF CENTER
 FG1877'LINE OF ROAD, 34.7 FEET SW OF SW CORNER OF HOUSE, 3.2 FEET
 FG1877'NE OF WHITE WITNESS POST, PROJECTS 6 INCHES, STAMPED PRAIRIE
 FG1877'VIEW 1940.
 FG1877'
 FG1877'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 FG1877
 FG1877                          STATION RECOVERY (1959)
 FG1877
 FG1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1877'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FG1877'CONDITION.
 FG1877'
 FG1877'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE BUT THE LAST
 FG1877'0.2 MILE OF THE ROAD (THROUGH WOODS) HAS BEEN ABANDONED.
 FG1877'THE STATION IS ABOUT DUE SOUTH OF THE SOUTH END OF A JOG IN THE
 FG1877'EAST-WEST ROAD AND THIS APPEARS TO BE WHERE THE OLD ROAD
 FG1877'USED TO GO SOUTH TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1827 ***********************************************************************
 EJ1827  DESIGNATION -  PRATTSVILLE
 EJ1827  PID         -  EJ1827
 EJ1827  STATE/COUNTY-  AR/GRANT
 EJ1827  USGS QUAD   -  PRATTSVILLE (1984)
 EJ1827
 EJ1827                         *CURRENT SURVEY CONTROL
 EJ1827  ___________________________________________________________________
 EJ1827* NAD 83(1997)-  34 18 30.02560(N)    092 33 01.15302(W)     ADJUSTED  
 EJ1827* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 EJ1827  ___________________________________________________________________
 EJ1827  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 EJ1827  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EJ1827
 EJ1827  HORZ ORDER  -  SECOND
 EJ1827
 EJ1827.The horizontal coordinates were established by classical geodetic methods
 EJ1827.and adjusted by the National Geodetic Survey in September 1999..
 EJ1827
 EJ1827.The orthometric height was scaled from a topographic map.
 EJ1827
 EJ1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1827
 EJ1827.The geoid height was determined by GEOID03.
 EJ1827
 EJ1827;                    North         East     Units Scale Factor Converg.
 EJ1827;SPC AR S     -   582,218.985   349,347.010   MT  0.99992986   -0 18 28.8
 EJ1827;SPC AR S     - 1,910,163.45  1,146,149.32   sFT  0.99992986   -0 18 28.8
 EJ1827;UTM  15      - 3,796,436.534   541,376.458   MT  0.99962110   +0 15 12.5
 EJ1827
 EJ1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1827!SPC AR S     -   0.99998999  x   0.99992986  =   0.99991985
 EJ1827!UTM  15      -   0.99998999  x   0.99962110  =   0.99961110
 EJ1827
 EJ1827|---------------------------------------------------------------------|
 EJ1827| PID    Reference Object                     Distance      Geod. Az  |
 EJ1827|                                                           dddmmss.s |
 EJ1827| CY7137 PRATTSVILLE RM 1                     30.994 METERS 13114     |
 EJ1827| EJ1834 LEOLA HERMAN WILSON LMBR CO TK      APPROX.16.4 KM 1922435.0 |
 EJ1827| EJ1833 LEOLA H G TOLER AND SONS TANK       APPROX.14.1 KM 1975607.3 |
 EJ1827| EJ1863 ARKANSAS FORESTRY COMM LOT 51       APPROX.19.3 KM 2611119.6 |
 EJ1827| CY7136 PRATTSVILLE AZ MK                                  3572459.9 |
 EJ1827| CY7138 PRATTSVILLE RM 2                     31.572 METERS 35952     |
 EJ1827|---------------------------------------------------------------------|
 EJ1827
 EJ1827                          SUPERSEDED SURVEY CONTROL
 EJ1827
 EJ1827  NAD 83(1986)-  34 18 30.03593(N)    092 33 01.14381(W) AD(       ) 2
 EJ1827  NAD 27      -  34 18 29.69354(N)    092 33 00.56886(W) AD(       ) 2
 EJ1827
 EJ1827.Superseded values are not recommended for survey control.
 EJ1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1827.See file dsdata.txt to determine how the superseded data were derived.
 EJ1827
 EJ1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4137696437(NAD 83)
 EJ1827_MARKER: DS = TRIANGULATION STATION DISK
 EJ1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1827
 EJ1827  HISTORY     - Date     Condition        Report By
 EJ1827  HISTORY     - 1964     MONUMENTED       CGS
 EJ1827
 EJ1827                          STATION DESCRIPTION
 EJ1827
 EJ1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1827'ABOUT 1/2 MILES SOUTHEAST OF PRATTSVILLE, IN THE NORTHEAST
 EJ1827'1/4 OF SEC. 7, T-5-S, R-14-W, AND ON THE PROPERTY OF MR. LAWRENCE
 EJ1827'CRUTCHFIELD.  IT IS 31 FEET SOUTHWEST OF A 30 INCH OAK TREE,
 EJ1827'29 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 291 AND 10
 EJ1827'FEET WEST OF A FENCE LINE AND A WITNESS POST.  THE MONUMENT
 EJ1827'IS FLUSH AND THE DISK IS STAMPED PRATTSVILLE 1964.
 EJ1827'
 EJ1827'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270
 EJ1827'AND STATE HIGHWAY 291 AT THE EAST EDGE OF PRATTSVILLE, GO
 EJ1827'SOUTH ON HIGHWAY 291 FOR 0.45 MILE TO THE TOP OF A SMALL
 EJ1827'RISE AND THE STATION ON THE RIGHT.
 EJ1827'
 EJ1827'REFERENCE MARK 1 IS 95 FEET SOUTHEAST OF THE WITNESS POST,
 EJ1827'37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 5 FEET
 EJ1827'NORTH OF A FENCE CORNER.  THE MONUMENT PROJECTS 2 INCHES
 EJ1827'AND THE DISK IS STAMPED PRATTSVILLE NO 1 1964.
 EJ1827'
 EJ1827'REFERENCE MARK 2 IS 62 FEET NORTH OF A 36 INCH OAK TREE, 103
 EJ1827'FEET NORTH OF THE WITNESS POST, 18 FEET WEST OF THE CENTERLINE
 EJ1827'OF THE HIGHWAY, AND 1 FEET WEST OF THE FENCE.  THE MONUMENT
 EJ1827'PROJECTS 2 INCHES AND THE DISK IS STAMPED PRATTSVILLE NO 2 1964.
 EJ1827'
 EJ1827'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN
 EJ1827'A DRILL HOLE IN THE EAST 1 OF 2 CONCRETE CULVERTS OF A DRIVEWAY.
 EJ1827'IT IS 28 FEET NORTH OF THE INTERSECTION OF U.S. HIGHWAY 270
 EJ1827'AND STATE HIGHWAY 291, 57 FEET SOUTHWEST OF POWER POLE NUMBER
 EJ1827'930C, 10 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, AND
 EJ1827'2 FEET NORTHWEST OF A WITNESS POST.  THE DISK IS STAMPED
 EJ1827'PRATTSVILLE 1964.
 EJ1827'
 EJ1827'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0786 ***********************************************************************
 EJ0786  DESIGNATION -  PRBM RV 804
 EJ0786  PID         -  EJ0786
 EJ0786  STATE/COUNTY-  AR/GARLAND
 EJ0786  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ0786
 EJ0786                         *CURRENT SURVEY CONTROL
 EJ0786  ___________________________________________________________________
 EJ0786* NAD 83(1986)-  34 32 10.     (N)    092 53 43.     (W)     SCALED    
 EJ0786* NAVD 88     -       206.348  (meters)     676.99   (feet)  ADJUSTED  
 EJ0786  ___________________________________________________________________
 EJ0786  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EJ0786  DYNAMIC HT  -         206.147 (meters)     676.33  (feet)  COMP
 EJ0786  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 EJ0786
 EJ0786  VERT ORDER  -  SECOND    CLASS 0
 EJ0786
 EJ0786.The horizontal coordinates were scaled from a topographic map and have
 EJ0786.an estimated accuracy of +/- 6 seconds.
 EJ0786
 EJ0786.The orthometric height was determined by differential leveling
 EJ0786.and adjusted by the National Geodetic Survey in June 1991..
 EJ0786
 EJ0786.The geoid height was determined by GEOID03.
 EJ0786
 EJ0786.The dynamic height is computed by dividing the NAVD 88
 EJ0786.geopotential number by the normal gravity value computed on the
 EJ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0786.degrees latitude (g = 980.6199 gals.).
 EJ0786
 EJ0786.The modeled gravity was interpolated from observed gravity values.
 EJ0786
 EJ0786;                    North         East    Units  Estimated Accuracy
 EJ0786;SPC AR S     -   607,710.      317,820.      MT  (+/- 180 meters Scaled)
 EJ0786
 EJ0786                          SUPERSEDED SURVEY CONTROL
 EJ0786
 EJ0786  NGVD 29 (??/??/92)  206.35   (m)          677.0    (f) COMPUTED    2 0
 EJ0786
 EJ0786.Superseded values are not recommended for survey control.
 EJ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0786.See file dsdata.txt to determine how the superseded data were derived.
 EJ0786
 EJ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU096216(NAD 83)
 EJ0786_MARKER: R = RIVET
 EJ0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0786_SP_SET: CONCRETE BASE
 EJ0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0786
 EJ0786  HISTORY     - Date     Condition        Report By
 EJ0786  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0786  HISTORY     - 1935     GOOD             NGS
 EJ0786  HISTORY     - 1939     GOOD             NGS
 EJ0786
 EJ0786                          STATION DESCRIPTION
 EJ0786
 EJ0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0786'5.8 MI W FROM LONSDALE.
 EJ0786'5.8 MILES WEST OF, ALONG MO. PAC. R.R. FROM STATION RIVET IN CONCRETE
 EJ0786'BASE OF SEMAPHORE 3886.  0.1 MILE EAST OF SIDING HIGH POINT. OPPOSITE
 EJ0786'M.P.388-15.  IN SOUTHEAST CORNER OF CONCRETE BASE. 9 FT. NORTH OF
 EJ0786'CENTERLINE OF RAILROAD.
 EJ0786
 EJ0786                          STATION RECOVERY (1939)
 EJ0786
 EJ0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EJ0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0473 ***********************************************************************
 DL0473  DESIGNATION -  PRESCOTT
 DL0473  PID         -  DL0473
 DL0473  STATE/COUNTY-  AR/NEVADA
 DL0473  USGS QUAD   -  PRESCOTT WEST (1970)
 DL0473
 DL0473                         *CURRENT SURVEY CONTROL
 DL0473  ___________________________________________________________________
 DL0473* NAD 83(1986)-  33 48 04.     (N)    093 22 46.     (W)     SCALED    
 DL0473* NAVD 88     -        99.416  (meters)     326.17   (feet)  ADJUSTED  
 DL0473  ___________________________________________________________________
 DL0473  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL0473  DYNAMIC HT  -          99.313 (meters)     325.83  (feet)  COMP
 DL0473  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 DL0473
 DL0473  VERT ORDER  -  SECOND    CLASS 0
 DL0473
 DL0473.The horizontal coordinates were scaled from a topographic map and have
 DL0473.an estimated accuracy of +/- 6 seconds.
 DL0473
 DL0473.The orthometric height was determined by differential leveling
 DL0473.and adjusted by the National Geodetic Survey in June 1991..
 DL0473
 DL0473.The geoid height was determined by GEOID03.
 DL0473
 DL0473.The dynamic height is computed by dividing the NAVD 88
 DL0473.geopotential number by the normal gravity value computed on the
 DL0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0473.degrees latitude (g = 980.6199 gals.).
 DL0473
 DL0473.The modeled gravity was interpolated from observed gravity values.
 DL0473
 DL0473;                    North         East    Units  Estimated Accuracy
 DL0473;SPC AR S     -   526,680.      272,280.      MT  (+/- 180 meters Scaled)
 DL0473
 DL0473                          SUPERSEDED SURVEY CONTROL
 DL0473
 DL0473  NGVD 29 (??/??/92)   99.415  (m)          326.16   (f) ADJ UNCH    2 0
 DL0473
 DL0473.Superseded values are not recommended for survey control.
 DL0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0473.See file dsdata.txt to determine how the superseded data were derived.
 DL0473
 DL0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT648401(NAD 83)
 DL0473_MARKER: DB = BENCH MARK DISK
 DL0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0473_SP_SET: BUILDING
 DL0473_STAMPING: PRESCOTT 1935
 DL0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0473
 DL0473  HISTORY     - Date     Condition        Report By
 DL0473  HISTORY     - 1935     MONUMENTED       CGS
 DL0473  HISTORY     - 1963     GOOD             NGS
 DL0473
 DL0473                          STATION DESCRIPTION
 DL0473
 DL0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0473'IN PRESCOTT.
 DL0473'VERTICAL BRONZE TABLET IN NORTHWEST BRICK WALL OF MASONIC TEMPLE,
 DL0473'HOUSING CITY HALL OFFICES.  57 FEET NORTHEAST OF CENTERLINE OF MAIN
 DL0473'STREET.  12.9 FEET NORTHWEST OF CENTERLINE OF SOUTHWEST MAIN ENTRANCE.
 DL0473'4.4 FEET ABOVE CONCRETE GUTTER.  2.9 FEET NORTHEAST OF WEST CORNER OF
 DL0473'BUILDING.
 DL0473
 DL0473                          STATION RECOVERY (1963)
 DL0473
 DL0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1449 ***********************************************************************
 DL1449  DESIGNATION -  PRESCOTT EAST BASE
 DL1449  PID         -  DL1449
 DL1449  STATE/COUNTY-  AR/NEVADA
 DL1449  USGS QUAD   -  PRESCOTT EAST (1970)
 DL1449
 DL1449                         *CURRENT SURVEY CONTROL
 DL1449  ___________________________________________________________________
 DL1449* NAD 83(1997)-  33 47 34.61668(N)    093 17 42.91901(W)     ADJUSTED  
 DL1449* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 DL1449  ___________________________________________________________________
 DL1449  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DL1449  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DL1449
 DL1449  HORZ ORDER  -  FIRST
 DL1449
 DL1449.The horizontal coordinates were established by classical geodetic methods
 DL1449.and adjusted by the National Geodetic Survey in September 1999..
 DL1449
 DL1449.The orthometric height was scaled from a topographic map.
 DL1449
 DL1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1449
 DL1449.The geoid height was determined by GEOID03.
 DL1449
 DL1449;                    North         East     Units Scale Factor Converg.
 DL1449;SPC AR S     -   525,677.174   280,060.493   MT  0.99992730   -0 43 29.8
 DL1449;SPC AR S     - 1,724,659.20    918,831.80   sFT  0.99992730   -0 43 29.8
 DL1449;UTM  15      - 3,739,238.138   472,667.792   MT  0.99960921   -0 09 51.2
 DL1449
 DL1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1449!SPC AR S     -   0.99998960  x   0.99992730  =   0.99991691
 DL1449!UTM  15      -   0.99998960  x   0.99960921  =   0.99959882
 DL1449
 DL1449:                Primary Azimuth Mark                     Grid Az
 DL1449:SPC AR S     -  DALLAS LITTLE ROCK AWY BCN 23            013 53 02.6
 DL1449:UTM  15      -  DALLAS LITTLE ROCK AWY BCN 23            013 19 24.0
 DL1449
 DL1449|---------------------------------------------------------------------|
 DL1449| PID    Reference Object                     Distance      Geod. Az  |
 DL1449|                                                           dddmmss.s |
 DL1449| EJ1981 DALLAS LITTLE ROCK AWY BCN 23       APPROX.24.8 KM 0130932.8 |
 DL1449| CX6110 PRESCOTT EAST BASE RM 1              35.235 METERS 09147     |
 DL1449| CX6111 PRESCOTT EAST BASE RM 2              44.928 METERS 19941     |
 DL1449| CX6109 PRESCOTT EAST BASE AZ MK                           2711803.2 |
 DL1449| DL1452 PRESCOTT MUNICIPAL TANK             APPROX. 8.2 KM 2780410.6 |
 DL1449|---------------------------------------------------------------------|
 DL1449
 DL1449                          SUPERSEDED SURVEY CONTROL
 DL1449
 DL1449  NAD 83(1997)-  33 47 34.62523(N)    093 17 42.91203(W) AD(       ) 1
 DL1449  NAD 83(1986)-  33 47 34.62656(N)    093 17 42.90951(W) AD(       ) 1
 DL1449  NAD 27      -  33 47 34.22900(N)    093 17 42.30800(W) AD(       ) 1
 DL1449
 DL1449.Superseded values are not recommended for survey control.
 DL1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1449.See file dsdata.txt to determine how the superseded data were derived.
 DL1449
 DL1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7266839238(NAD 83)
 DL1449_MARKER: DS = TRIANGULATION STATION DISK
 DL1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1449
 DL1449  HISTORY     - Date     Condition        Report By
 DL1449  HISTORY     - 1941     MONUMENTED       CGS
 DL1449  HISTORY     - 1963     GOOD             CGS
 DL1449
 DL1449                          STATION DESCRIPTION
 DL1449
 DL1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1449'STATION IS ABOUT 4-1/2 MILES E OF THE S EDGE OF THE TOWN OF
 DL1449'PRESCOTT IN THE SW CORNER OF A COTTON FIELD.  IT IS 75 FEET N OF
 DL1449'THE CENTER LINE OF STATE HIGHWAY 24, 29 FEET E OF THE CENTER
 DL1449'LINE OF A DIRT ROAD, 21 FEET NE OF A WHITE REFERENCE POST, AND 27
 DL1449'FEET NE OF A 24-INCH OAK TREE.  IT IS STAMPED PRESCOTT E BASE
 DL1449'1941 AND PROJECTS 3 INCHES.
 DL1449'
 DL1449'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1449'DISKS SET IN CONCRETE.
 DL1449'
 DL1449'REFERENCE MARK NO. 1 IS 70 FEET N OF THE CENTER LINE OF STATE
 DL1449'HIGHWAY 24.  IT IS STAMPED PRESCOTT E BASE NO.1 1941 AND PROJECTS
 DL1449'4 INCHES.
 DL1449'
 DL1449'REFERENCE MARK NO. 2 IS 22 FEET W OF THE CENTER LINE OF A DIRT
 DL1449'ROAD, 95 FEET E OF A SMALL WHITE HOUSE, AND 57 FEET S OF THE
 DL1449'CENTER LINE OF STATE HIGHWAY 24.  IT IS STAMPED PRESCOTT E BASE
 DL1449'NO.2 1941 AND PROJECTS 6 INCHES.
 DL1449'
 DL1449'THE AZIMUTH MARK IS 12 FEET E OF THE CENTER LINE OF A FARM LANE,
 DL1449'45 FEET N OF THE CENTER LINE OF STATE HIGHWAY 24, AND 3 FEET
 DL1449'N OF A WHITE REFERENCE POST.  IT IS STAMPED PRESCOTT E BASE
 DL1449'1941 AND PROJECTS 4 INCHES.
 DL1449'
 DL1449'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 DL1449'AND STATE HIGHWAY 24 IN PRESCOTT, GO FIRST S, THEN E ON STATE
 DL1449'HIGHWAY 24 FOR 4.8 MILES TO THE AZIMUTH MARK ON THE LEFT.
 DL1449'CONTINUE E FOR 0.5 MILE TO THE STATION ON THE LEFT.
 DL1449'
 DL1449'A 103-FOOT SIGNAL AT LACKLAND IS VISIBLE AT 77 FEET.
 DL1449'
 DL1449'103-FOOT SIGNAL AT DOWING IS VISIBLE AT 77 FEET.
 DL1449'
 DL1449'A 103-FOOT SIGNAL AT PRESCOTT WEST BASE IS VISIBLE AT 50 FEET.
 DL1449'
 DL1449'A 103-FOOT SIGNAL AT PRESCOTT MAG IS VISIBLE AT 64 FEET.
 DL1449
 DL1449                          STATION RECOVERY (1963)
 DL1449
 DL1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1449'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND IN GOOD
 DL1449'CONDITION.  THE STATION MARK IS 75 FEET NORTH OF THE CENTERLINE OF
 DL1449'STATE HIGHWAY 24, 29 FEET EAST OF CENTER OF A SIDE ROAD AND 27
 DL1449'FEET NORTHEAST OF A 24-INCH OAK TREE.  IT IS NEAR THE SOUTHWEST
 DL1449'CORNER OF A FARMYARD.  R.M. NO. 2 IS SOUTHWEST ACROSS CROSSROADS
 DL1449'FROM THE STATION AND IS IN A ROCK PIPE ABOUT 2 FEET SOUTHWEST
 DL1449'OF A POWERLINE POLE.
 DL1449'
 DL1449'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1449'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1453 ***********************************************************************
 DL1453  DESIGNATION -  PRESCOTT MAG 2 RESET
 DL1453  PID         -  DL1453
 DL1453  STATE/COUNTY-  AR/NEVADA
 DL1453  USGS QUAD   -  PRESCOTT WEST (1970)
 DL1453
 DL1453                         *CURRENT SURVEY CONTROL
 DL1453  ___________________________________________________________________
 DL1453* NAD 83(1997)-  33 48 10.16240(N)    093 22 43.62004(W)     ADJUSTED  
 DL1453* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 DL1453  ___________________________________________________________________
 DL1453  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DL1453  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1453
 DL1453  HORZ ORDER  -  SECOND
 DL1453
 DL1453.The horizontal coordinates were established by classical geodetic methods
 DL1453.and adjusted by the National Geodetic Survey in September 1999..
 DL1453
 DL1453.The orthometric height was scaled from a topographic map.
 DL1453
 DL1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1453
 DL1453.The geoid height was determined by GEOID03.
 DL1453
 DL1453;                    North         East     Units Scale Factor Converg.
 DL1453;SPC AR S     -   526,873.204   272,341.070   MT  0.99992659   -0 46 18.1
 DL1453;SPC AR S     - 1,728,583.17    893,505.66   sFT  0.99992659   -0 46 18.1
 DL1453;UTM  15      - 3,740,358.197   464,939.466   MT  0.99961515   -0 12 38.6
 DL1453
 DL1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1453!SPC AR S     -   0.99998868  x   0.99992659  =   0.99991527
 DL1453!UTM  15      -   0.99998868  x   0.99961515  =   0.99960383
 DL1453
 DL1453|---------------------------------------------------------------------|
 DL1453| PID    Reference Object                     Distance      Geod. Az  |
 DL1453|                                                           dddmmss.s |
 DL1453| CX6115 PRESCOTT MAG 2 RM 1                  42.428 METERS 03701     |
 DL1453| CX6112 PRESCOTT MAG AZ MK                                 0722951.2 |
 DL1453| CX6116 PRESCOTT MAG 2 RM 2                  51.130 METERS 11247     |
 DL1453| DL1456 PRESCOTT OZAN LUMBER CO TANK        APPROX. 2.0 KM 2760109.0 |
 DL1453|---------------------------------------------------------------------|
 DL1453
 DL1453                          SUPERSEDED SURVEY CONTROL
 DL1453
 DL1453  NAD 83(1997)-  33 48 10.17075(N)    093 22 43.61271(W) AD(       ) 2
 DL1453  NAD 83(1986)-  33 48 10.17218(N)    093 22 43.61052(W) AD(       ) 2
 DL1453  NAD 27      -  33 48 09.77010(N)    093 22 42.97100(W) AD(       ) 2
 DL1453
 DL1453.Superseded values are not recommended for survey control.
 DL1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1453.See file dsdata.txt to determine how the superseded data were derived.
 DL1453
 DL1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6493940358(NAD 83)
 DL1453_MARKER: DS = TRIANGULATION STATION DISK
 DL1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1453_STAMPING: PRESCOTT MAG 2 1957 1963
 DL1453_PROJECTION: FLUSH
 DL1453
 DL1453  HISTORY     - Date     Condition        Report By
 DL1453  HISTORY     - 1963     MONUMENTED       CGS
 DL1453  HISTORY     - 20050328 MARK NOT FOUND   INDIV
 DL1453
 DL1453                          STATION DESCRIPTION
 DL1453
 DL1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1453'THE SURFACE STATION MARK HAD BEEN DESTROYED.  THE UNDERGROUND
 DL1453'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW STATION
 DL1453'MARK WAS SET BY PLUMBING OVER THE UNDERGROUND MARK.  THE STATION
 DL1453'IS 80 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE SWIMMING POOL
 DL1453'AND 27 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DL1453'NATIONAL GUARD ARMORY.  THE MARK IS FLUSH WITH THE SURFACE OF
 DL1453'THE GROUND AND THE DISK IS STAMPED PRESCOTT MAG 2 1957 1963.
 DL1453'
 DL1453'THE REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED AND FOUND
 DL1453'IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER VISABLE FROM
 DL1453'THE GROUND AT THE STATION AND THERE IS A SMALL BUILDING ON LINE
 DL1453'BETWEEN STATION AND R.M. NO. 1.
 DL1453'
 DL1453'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PRESCOTT GO NORTH
 DL1453'ON U.S. HIGHWAY 67 FOR 0.3 MILE TO A CROSS STREET, TURN RIGHT AND
 DL1453'GO EAST FOR 0.05 MILE TO A DRIVEWAY INTO THE PARKING LOT FOR THE
 DL1453'ARMORY, TURN LEFT AND GO NORTHEASTERLY FOR ABOUT 75 YARDS TO THE
 DL1453'STATION AND REFERENCE MARKS AS DESCRIBED.
 DL1453'
 DL1453'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON EAST FIRST
 DL1453'STREET FOR 0.3 MILE TO EAST GARLAND STREET, TURN RIGHT AND GO
 DL1453'EAST ON EAST GARLAND STREET FOR 0.25 MILE TO A T ROAD JUNCTION IN
 DL1453'FRONT OF A SCHOOL.  HERE TURN LEFT AND GO NORTH AND EAST FOR 0.1
 DL1453'MILE TO THE SCHOOL GYMNASIUM.  FROM HERE PACK NORTHEAST FOR 110
 DL1453'YARDS TO THE AZIMUTH MARK.
 DL1453
 DL1453                          STATION RECOVERY (2005)
 DL1453
 DL1453'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KG)
 DL1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1452 ***********************************************************************
 DL1452  DESIGNATION -  PRESCOTT MUNICIPAL TANK
 DL1452  PID         -  DL1452
 DL1452  STATE/COUNTY-  AR/NEVADA
 DL1452  USGS QUAD   -  PRESCOTT WEST (1970)
 DL1452
 DL1452                         *CURRENT SURVEY CONTROL
 DL1452  ___________________________________________________________________
 DL1452* NAD 83(1997)-  33 48 11.92222(N)    093 22 59.05450(W)     ADJUSTED  
 DL1452* NAVD 88     -                                                        
 DL1452  ___________________________________________________________________
 DL1452  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DL1452  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DL1452
 DL1452  HORZ ORDER  -  THIRD
 DL1452
 DL1452.The horizontal coordinates were established by classical geodetic methods
 DL1452.and adjusted by the National Geodetic Survey in September 1999..
 DL1452
 DL1452
 DL1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1452
 DL1452.The geoid height was determined by GEOID03.
 DL1452
 DL1452;                    North         East     Units Scale Factor Converg.
 DL1452;SPC AR S     -   526,932.771   271,944.869   MT  0.99992656   -0 46 26.7
 DL1452;SPC AR S     - 1,728,778.60    892,205.79   sFT  0.99992656   -0 46 26.7
 DL1452;UTM  15      - 3,740,413.865   464,542.825   MT  0.99961550   -0 12 47.2
 DL1452
 DL1452                          SUPERSEDED SURVEY CONTROL
 DL1452
 DL1452  NAD 83(1997)-  33 48 11.93057(N)    093 22 59.04767(W) AD(       ) 4
 DL1452  NAD 83(1986)-  33 48 11.93193(N)    093 22 59.04501(W) AD(       ) 4
 DL1452  NAD 27      -  33 48 11.53100(N)    093 22 58.43500(W) AD(       ) 3
 DL1452
 DL1452.Superseded values are not recommended for survey control.
 DL1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1452.See file dsdata.txt to determine how the superseded data were derived.
 DL1452
 DL1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6454340414(NAD 83)
 DL1452_MARKER: 53 = ELEVATED TANK
 DL1452
 DL1452  HISTORY     - Date     Condition        Report By
 DL1452  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1452
 DL1452                          STATION DESCRIPTION
 DL1452
 DL1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1452'THIS INTERSECTION STATION IS IN THE N CENTRAL PART OF PRESCOTT,
 DL1452'36 FEET S OF THE CENTER LINE OF SECOND STREET AND 126 FEET E
 DL1452'OF THE CENTER LINE OF NORTH ELM STREET.
 DL1452'
 DL1452'THE TANK IS SUPPORTED BY 4 STEEL TRUSSWORK LEGS, PAINTED
 DL1452'SILVER.  THE TANK IS PAINTED SILVER AND HAS THE SIGN PRESCOTT
 DL1452'IN BLACK LETTERS ON THE N AND S SIDES.  THE CONICAL ROOF HAS
 DL1452'A SILVER BALL AT ITS APEX, WHICH IS THE OBJECT SIGHTED UPON.
 DL1452'
 DL1452'THE TANK WAS ERECTED IN 1941 AND IS ABOUT 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1456 ***********************************************************************
 DL1456  DESIGNATION -  PRESCOTT OZAN LUMBER CO TANK
 DL1456  PID         -  DL1456
 DL1456  STATE/COUNTY-  AR/NEVADA
 DL1456  USGS QUAD   -  PRESCOTT WEST (1970)
 DL1456
 DL1456                         *CURRENT SURVEY CONTROL
 DL1456  ___________________________________________________________________
 DL1456* NAD 83(1997)-  33 48 16.83855(N)    093 23 59.53848(W)     ADJUSTED  
 DL1456* NAVD 88     -                                                        
 DL1456  ___________________________________________________________________
 DL1456  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DL1456  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DL1456
 DL1456  HORZ ORDER  -  THIRD
 DL1456
 DL1456.The horizontal coordinates were established by classical geodetic methods
 DL1456.and adjusted by the National Geodetic Survey in September 1999..
 DL1456
 DL1456
 DL1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1456
 DL1456.The geoid height was determined by GEOID03.
 DL1456
 DL1456;                    North         East     Units Scale Factor Converg.
 DL1456;SPC AR S     -   527,105.366   270,391.463   MT  0.99992646   -0 47 00.6
 DL1456;SPC AR S     - 1,729,344.85    887,109.32   sFT  0.99992646   -0 47 00.6
 DL1456;UTM  15      - 3,740,571.193   462,988.286   MT  0.99961689   -0 13 20.9
 DL1456
 DL1456                          SUPERSEDED SURVEY CONTROL
 DL1456
 DL1456  NAD 83(1997)-  33 48 16.84682(N)    093 23 59.53121(W) AD(       ) 4
 DL1456  NAD 83(1986)-  33 48 16.84828(N)    093 23 59.52898(W) AD(       ) 4
 DL1456  NAD 27      -  33 48 16.44600(N)    093 23 58.89100(W) AD(       ) 3
 DL1456
 DL1456.Superseded values are not recommended for survey control.
 DL1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1456.See file dsdata.txt to determine how the superseded data were derived.
 DL1456
 DL1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6298840571(NAD 83)
 DL1456_MARKER: 53 = ELEVATED TANK
 DL1456
 DL1456  HISTORY     - Date     Condition        Report By
 DL1456  HISTORY     - 1957     FIRST OBSERVED   CGS
 DL1456
 DL1456                          STATION DESCRIPTION
 DL1456
 DL1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1456'THE STATION IS WEST-SOUTHWEST OF PRESCOTT.  A 4 LEGGED STEEL
 DL1456'STRUCTURE SUPPORTS THE TANK PROPER.  IT IS PAINTED SILVER
 DL1456'IN COLOR AND HAS AN OVER-ALL HEIGHT OF 116 FEET.  THE BALL
 DL1456'AT THE APEX WAS THE POINT OBSERVED UPON.
 DL1456'
 DL1456'TO REACH FROM THE RAILROAD DEPOT IN PRESCOTT GO SOUTH ON U.S.
 DL1456'HIGHWAY 67 FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 DL1456'GO WEST ON MACADAM AND GRAVELED ROAD FOR 0.9 MILE TO THE
 DL1456'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1448 ***********************************************************************
 DL1448  DESIGNATION -  PRESCOTT WEST BASE
 DL1448  PID         -  DL1448
 DL1448  STATE/COUNTY-  AR/NEVADA
 DL1448  USGS QUAD   -  PRESCOTT EAST (1970)
 DL1448
 DL1448                         *CURRENT SURVEY CONTROL
 DL1448  ___________________________________________________________________
 DL1448* NAD 83(1997)-  33 47 42.14418(N)    093 22 19.53049(W)     ADJUSTED  
 DL1448* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 DL1448  ___________________________________________________________________
 DL1448  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DL1448  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1448
 DL1448  HORZ ORDER  -  FIRST
 DL1448
 DL1448.The horizontal coordinates were established by classical geodetic methods
 DL1448.and adjusted by the National Geodetic Survey in September 1999..
 DL1448
 DL1448.The orthometric height was scaled from a topographic map.
 DL1448
 DL1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1448
 DL1448.The geoid height was determined by GEOID03.
 DL1448
 DL1448;                    North         East     Units Scale Factor Converg.
 DL1448;SPC AR S     -   526,001.758   272,949.020   MT  0.99992715   -0 46 04.6
 DL1448;SPC AR S     - 1,725,724.10    895,500.24   sFT  0.99992715   -0 46 04.6
 DL1448;UTM  15      - 3,739,493.015   465,555.728   MT  0.99961463   -0 12 25.1
 DL1448
 DL1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1448!SPC AR S     -   0.99998977  x   0.99992715  =   0.99991692
 DL1448!UTM  15      -   0.99998977  x   0.99961463  =   0.99960441
 DL1448
 DL1448:                Primary Azimuth Mark                     Grid Az
 DL1448:SPC AR S     -  DALLAS LITTLE ROCK AWY BCN 23            028 49 05.3
 DL1448:UTM  15      -  DALLAS LITTLE ROCK AWY BCN 23            028 15 25.8
 DL1448
 DL1448|---------------------------------------------------------------------|
 DL1448| PID    Reference Object                     Distance      Geod. Az  |
 DL1448|                                                           dddmmss.s |
 DL1448| EJ1981 DALLAS LITTLE ROCK AWY BCN 23       APPROX.27.1 KM 0280300.7 |
 DL1448| CX6117 PRESCOTT WEST BASE AZ MK                           0933637.0 |
 DL1448| CX6118 PRESCOTT WEST BASE RM 1              25.955 METERS 10321     |
 DL1448| CX6119 PRESCOTT WEST BASE RM 2              26.185 METERS 20330     |
 DL1448| DL1452 PRESCOTT MUNICIPAL TANK             APPROX. 1.4 KM 3120403.4 |
 DL1448|---------------------------------------------------------------------|
 DL1448
 DL1448                          SUPERSEDED SURVEY CONTROL
 DL1448
 DL1448  NAD 83(1997)-  33 47 42.15252(N)    093 22 19.52357(W) AD(       ) 1
 DL1448  NAD 83(1986)-  33 47 42.15393(N)    093 22 19.52097(W) AD(       ) 1
 DL1448  NAD 27      -  33 47 41.75300(N)    093 22 18.91200(W) AD(       ) 1
 DL1448
 DL1448.Superseded values are not recommended for survey control.
 DL1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1448.See file dsdata.txt to determine how the superseded data were derived.
 DL1448
 DL1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6555639493(NAD 83)
 DL1448_MARKER: DS = TRIANGULATION STATION DISK
 DL1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1448
 DL1448  HISTORY     - Date     Condition        Report By
 DL1448  HISTORY     - 1941     MONUMENTED       CGS
 DL1448  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DL1448
 DL1448                          STATION DESCRIPTION
 DL1448
 DL1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1448'STATION IS AT THE SE EDGE OF PRESCOTT, 100 FEET NE OF A
 DL1448'RIGHT-ANGLE CURVE IN STATE HIGHWAY 24, 50 FEET E OF THE E SIDE
 DL1448'OF A TEXACO SERVICE STATION AND 48 FEET N OF THE CENTER LINE OF
 DL1448'THE HIGHWAY, ON THE SERVICE STATION GROUNDS.  IT IS STAMPED
 DL1448'PRESCOTT WEST BASE 1941 AND IS FLUSH WITH THE SURFACE OF THE
 DL1448'GROUND.
 DL1448'
 DL1448'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1448'BRONZE DISKS SET IN CONCRETE.
 DL1448'
 DL1448'REFERENCE MARK NO. 1 IS 25 FEET N OF THE CENTER LINE OF THE
 DL1448'HIGHWAY, IS STAMPED PRESCOTT WEST BASE NO.1 1941 AND PROJECTS
 DL1448'10 INCHES.
 DL1448'
 DL1448'REFERENCE MARK NO. 2 IS 38 FEET S OF THE CENTER LINE OF THE
 DL1448'HIGHWAY, IS STAMPED PRESCOTT WEST BASE NO.2 1941 AND PROJECTS
 DL1448'10 INCHES.
 DL1448'
 DL1448'THE AZIMUTH MARK IS 37 FEET S OF THE CENTER LINE OF THE
 DL1448'HIGHWAY, 21 FEET W OF THE CENTER LINE OF A FARM ENTRANCE AND
 DL1448'3 FEET N OF A WHITE REFERENCE POST, IS STAMPED PRESCOTT WEST
 DL1448'BASE 1941 AND PROJECTS 6 INCHES.
 DL1448'
 DL1448'A 116-FOOT SIGNAL AT PRESCOTT EAST BASE IS VISIBLE AT 64 FEET.
 DL1448'
 DL1448'103-FOOT SIGNALS AT LACKLAND, DOWING AND PRESCOTT MAG ARE VISIBLE
 DL1448'AT 50, 77, AND 37 FEET.
 DL1448
 DL1448                          STATION RECOVERY (1963)
 DL1448
 DL1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1448'A SEARCH WAS MADE FOR THIS STATION ON TWO OCASSIONS BUT NEITHER THE
 DL1448'SURFACE MARK NOR THE UNDERGROUND MARK COULD BE FOUND.  THE SERVICE
 DL1448'STATION TO THE WEST OF THE DESCRIBED LOCATION IS NOW A GULF
 DL1448'STATION.  SOME STORAGE TANKS HAVE BEEN BURIED IN THE LOT TO THE
 DL1448'EAST OF THE STATION AND IT IS POSSIBLE THAT THE STATION WAS
 DL1448'DESTROYED WHEN THIS WAS DONE.  NEITHER REFERENCE MARK WAS
 DL1448'RECOVERED AND THEY HAVE APPARENTLY BEEN DESTROYED.  THE
 DL1448'MEASUREMENTS FROM THE HIGHWAY AND SIDE OF SERVICE STATION WERE
 DL1448'TOO INDEFINITE TO DETERMINE THE EXACT FORMER LOCATION OF THE
 DL1448'STATION.
 DL1448'
 DL1448'THE AZIMUTH MARK WAS THE ONLY MARK RECOVERED AT THIS STATION.  IT
 DL1448'WAS RECOVERED AS DESCRIBED FROM THE CENTERLINE OF THE HIGHWAY
 DL1448'AND FROM CENTER OF FARM ROAD LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2922 ***********************************************************************
 EH2922  DESIGNATION -  PRESTON
 EH2922  PID         -  EH2922
 EH2922  STATE/COUNTY-  AR/ARKANSAS
 EH2922  USGS QUAD   -  ABERDEEN (1968)
 EH2922
 EH2922                         *CURRENT SURVEY CONTROL
 EH2922  ___________________________________________________________________
 EH2922* NAD 83(1997)-  34 31 56.89689(N)    091 18 08.14004(W)     ADJUSTED  
 EH2922* NAVD 88     -        54.68   (+/-2cm)     179.4    (feet)  VERTCON   
 EH2922  ___________________________________________________________________
 EH2922  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 EH2922  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH2922
 EH2922  HORZ ORDER  -  SECOND
 EH2922  VERT ORDER  -  THIRD ? (See Below)
 EH2922
 EH2922.The horizontal coordinates were established by classical geodetic methods
 EH2922.and adjusted by the National Geodetic Survey in September 1999..
 EH2922
 EH2922.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2922.The vertical order pertains to the NGVD 29 superseded value.
 EH2922
 EH2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2922
 EH2922.The geoid height was determined by GEOID03.
 EH2922
 EH2922;                    North         East     Units Scale Factor Converg.
 EH2922;SPC AR S     -   607,162.514   464,052.165   MT  0.99995615   +0 23 25.9
 EH2922;SPC AR S     - 1,991,999.01  1,522,477.81   sFT  0.99995615   +0 23 25.9
 EH2922;UTM  15      - 3,822,506.681   655,805.698   MT  0.99989922   +0 57 45.3
 EH2922
 EH2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2922!SPC AR S     -   0.99999562  x   0.99995615  =   0.99995177
 EH2922!UTM  15      -   0.99999562  x   0.99989922  =   0.99989484
 EH2922
 EH2922:                Primary Azimuth Mark                     Grid Az
 EH2922:SPC AR S     -  HOLLY GROVE GRAIN ELEVATOR               047 41 52.3
 EH2922:UTM  15      -  HOLLY GROVE GRAIN ELEVATOR               047 07 32.9
 EH2922
 EH2922|---------------------------------------------------------------------|
 EH2922| PID    Reference Object                     Distance      Geod. Az  |
 EH2922|                                                           dddmmss.s |
 EH2922| EH2915 HOLLY GROVE GRAIN ELEVATOR          APPROX.10.8 KM 0480518.2 |
 EH2922| EH2914 DEEP ELM                            APPROX.11.7 KM 0861823.0 |
 EH2922| CY7141 PRESTON RM 1                         24.877 METERS 10805     |
 EH2922| CY7142 PRESTON RM 2                         23.669 METERS 22028     |
 EH2922| EH2923 CASSCOE RAD STA R 0120 MAST         APPROX. 1.1 KM 2780959.0 |
 EH2922| EH2925 ULM RADIO STATION KBJ 58 MAST       APPROX.14.6 KM 2934521.7 |
 EH2922|---------------------------------------------------------------------|
 EH2922
 EH2922                          SUPERSEDED SURVEY CONTROL
 EH2922
 EH2922  NAD 83(1986)-  34 31 56.90396(N)    091 18 08.13578(W) AD(       ) 2
 EH2922  NAD 27      -  34 31 56.55285(N)    091 18 07.69382(W) AD(       ) 2
 EH2922  NGVD 29 (07/19/86)   54.71   (m)          179.5    (f) LEVELING    3  
 EH2922
 EH2922.Superseded values are not recommended for survey control.
 EH2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2922.See file dsdata.txt to determine how the superseded data were derived.
 EH2922
 EH2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5580622507(NAD 83)
 EH2922_MARKER: DS = TRIANGULATION STATION DISK
 EH2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2922_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2922
 EH2922  HISTORY     - Date     Condition        Report By
 EH2922  HISTORY     - 1965     MONUMENTED       CGS
 EH2922
 EH2922                          STATION DESCRIPTION
 EH2922
 EH2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2922'STATION IS ON THE WEST BANK OF THE WHITE RIVER, ABOUT 300 FEET
 EH2922'WEST OF THE WEST EDGE OF THE WATER, ABOUT 14 MILES EAST NORTHEAST
 EH2922'OF STUTTGART, 8 MILES SOUTHEAST OF ROE, 0.25 MILE SOUTH OF
 EH2922'WHERE HIGHWAY 146 ENDS AT WHITE RIVER AND IS ON THE PROPERTY
 EH2922'OF MR. E. ROBERT TINDELL.
 EH2922'
 EH2922'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY
 EH2922'33 AT THE EAST EDGE OF ROE, GO SOUTH-EAST AND SOUTH ON STATE
 EH2922'HIGHWAY 33 FOR 8.9 MILES TO THE JUNCTION WITH STATE HIGHWAY
 EH2922'146.  TURN LEFT AND GO EAST ON HIGHWAY 33 AND 146 FOR 1.0 MILE
 EH2922'TO WHERE HIGHWAY 33 TURNS SOUTH.  CONTINUE EAST ON HIGHWAY
 EH2922'146 FOR 1.2 MILES TO WHERE THE HIGHWAY CURVES LEFT (NORTH)
 EH2922'AND A DRIVEWAY CONTINUES EAST.  CONTINUE EAST ON THE GRAVELED
 EH2922'DRIVEWAY FOR 0.05 MILE TO A STEEL GATE AND A DRIVEWAY RIGHT.
 EH2922'TURN RIGHT AND GO SOUTH ON A DIM DRIVEWAY FOR 0.05 MILE TO A
 EH2922'SHEET METAL BUILDING ON THE LEFT.  TURN LEFT AT THE SOUTH
 EH2922'SIDE OF THE BUILDING AND GO EASTERLY ALONG THE SOUTH EDGE
 EH2922'OF A CULTIVATED FIELD FOR 0.05 MILE TO THE STATION.
 EH2922'
 EH2922'STATION MARKS ARE STANDARD DISKS STAMPED PRESTON 1965.  THE
 EH2922'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH2922'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET NORTH
 EH2922'OF A 15 INCH OAK TREE, 79 FEET NORTHEAST OF A METAL WITNESS
 EH2922'POST, 85 FEET EAST OF AN 18 INCH TWIN TRUNK OAK TREE AND 103
 EH2922'FEET WEST OF A HAND WATER PUMP.  THE UNDERGROUND DISK IS SET
 EH2922'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 EH2922'OF THE GROUND.
 EH2922'
 EH2922'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PRESTON NO 1
 EH2922'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 EH2922'INCH.  IT IS 21 FEET WEST OF THE WATER PUMP AND 48 FEET
 EH2922'NORTHEAST OF A 15 INCH OAK TREE.
 EH2922'
 EH2922'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PRESTON NO 2
 EH2922'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2922'THE SURFACE OF THE GROUND.  IT IS 1.8 FEET NORTHWEST OF A METAL
 EH2922'WITNESS POST, 5 FEET NORTHEAST OF AN 8 INCH OAK TREE AND 5
 EH2922'FEET NORTHWEST OF A 10 INCH OAK TREE.
 EH2922'
 EH2922'NO SUTIABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 EH2922'
 EH2922'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2922'
 EH2922'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0609 ***********************************************************************
 GG0609  DESIGNATION -  PRICE
 GG0609  PID         -  GG0609
 GG0609  STATE/COUNTY-  AR/WASHINGTON
 GG0609  USGS QUAD   -  SONORA (1994)
 GG0609
 GG0609                         *CURRENT SURVEY CONTROL
 GG0609  ___________________________________________________________________
 GG0609* NAD 83(1997)-  36 10 03.82893(N)    094 04 32.43695(W)     ADJUSTED  
 GG0609* NAVD 88     -       498.7    (meters)    1636.     (feet)  VERTCON   
 GG0609  ___________________________________________________________________
 GG0609  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GG0609  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0609
 GG0609  HORZ ORDER  -  FIRST
 GG0609
 GG0609.The horizontal coordinates were established by classical geodetic methods
 GG0609.and adjusted by the National Geodetic Survey in September 1999..
 GG0609
 GG0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0609
 GG0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0609
 GG0609.The geoid height was determined by GEOID03.
 GG0609
 GG0609;                    North         East     Units Scale Factor Converg.
 GG0609;SPC AR N     -   205,484.898   213,262.552   MT  0.99998769   -1 12 28.2
 GG0609;SPC AR N     -   674,161.70    699,678.89   sFT  0.99998769   -1 12 28.2
 GG0609;UTM  15      - 4,003,088.430   403,255.766   MT  0.99971532   -0 38 05.5
 GG0609
 GG0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0609!SPC AR N     -   0.99992612  x   0.99998769  =   0.99991381
 GG0609!UTM  15      -   0.99992612  x   0.99971532  =   0.99964146
 GG0609
 GG0609:                Primary Azimuth Mark                     Grid Az
 GG0609:SPC AR N     -  PRICE AZ MK                              130 51 14.8
 GG0609:UTM  15      -  PRICE AZ MK                              130 16 52.1
 GG0609
 GG0609|---------------------------------------------------------------------|
 GG0609| PID    Reference Object                     Distance      Geod. Az  |
 GG0609|                                                           dddmmss.s |
 GG0609| CI2071 PRICE AZ MK                                        1293846.6 |
 GG0609| GG0611 PRICE RM 3                           15.487 METERS 14011     |
 GG0609| CI2074 PRICE RM 4                           34.488 METERS 18241     |
 GG0609| CI2072 PRICE RM 1                           14.817 METERS 21515     |
 GG0609| CI2073 PRICE RM 2                           15.042 METERS 27900     |
 GG0609| GG0649 SPRINGDALE MUNICIPAL TANK           APPROX. 5.2 KM 2942148.2 |
 GG0609| GG0612 SPRINGDALE PRICE MTN N MAST         183.140 METERS 32129     |
 GG0609|---------------------------------------------------------------------|
 GG0609
 GG0609                          SUPERSEDED SURVEY CONTROL
 GG0609
 GG0609  NAD 83(1997)-  36 10 03.83988(N)    094 04 32.43761(W) AD(       ) 1
 GG0609  NAD 83(1986)-  36 10 03.83907(N)    094 04 32.43741(W) AD(       ) 1
 GG0609  NAD 27      -  36 10 03.55600(N)    094 04 31.71500(W) AD(       ) 1
 GG0609  NGVD 29 (07/19/86)  498.6    (m)         1636.     (f) VERT ANG       
 GG0609
 GG0609.Superseded values are not recommended for survey control.
 GG0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0609.See file dsdata.txt to determine how the superseded data were derived.
 GG0609
 GG0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0325603088(NAD 83)
 GG0609_MARKER: DS = TRIANGULATION STATION DISK
 GG0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0609+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2006
 GG0609
 GG0609  HISTORY     - Date     Condition        Report By
 GG0609  HISTORY     - 1940     MONUMENTED       CGS
 GG0609  HISTORY     - 1961     GOOD             CGS
 GG0609  HISTORY     - 1971     GOOD             NGS
 GG0609  HISTORY     - 1988     GOOD             USPSQD
 GG0609  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 GG0609  HISTORY     - 20040720 GOOD             ARHD
 GG0609  HISTORY     - 20060213 GOOD             INDIV
 GG0609
 GG0609                          STATION DESCRIPTION
 GG0609
 GG0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GG0609'STATION IS LOCATED ON THE HIGHEST PART OF PRICE MOUNTAIN,
 GG0609'IN THE SW 1/4 OF SEC. 4, T 17 N, R 29 W, ON PROPERTY OWNED
 GG0609'BY MR. ELMER JOHNSON OF SPRINGDALE.  IT IS ABOUT 3 MILES E
 GG0609'AND 1 MILE S OF THE TOWN OF SPRINGDALE.
 GG0609'
 GG0609'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0609'BRONZE DISKS SET IN CONCRETE.
 GG0609'
 GG0609'STATION MARK IS STAMPED PRICE 1940 AND IS SET 10 INCHES UNDER
 GG0609'THE SURFACE OF THE GROUND.  IT IS 36 FEET N OF A HOUSE,
 GG0609'21 FEET W OF EDGE OF ORCHARD AND 25 FEET S OF EDGE OF ORCHARD.
 GG0609'
 GG0609'REFERENCE MARK NO. 1 IS STAMPED PRICE NO. 1 1940 AND PROJECTS
 GG0609'8 INCHES.  IT IS 2 FEET E OF THE E SIDE OF THE HOUSE.
 GG0609'
 GG0609'REFERENCE MARK NO. 2 IS STAMPED PRICE NO. 2 1940 AND PROJECTS
 GG0609'6 INCHES.  IT IS 2 FEET N OF THE NW CORNER OF THE GARAGE.
 GG0609'
 GG0609'THE AZIMUTH IS STAMPED PRICE 1940 AND PROJECTS 6 INCHES.  IT
 GG0609'IS 4.5 FEET N OF A WHITE REFERENCE POST AND 40 FEET N OF
 GG0609'THE CENTER OF A DIRT ROAD AT THE E EDGE OF THE ORCHARD.
 GG0609'
 GG0609'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON DIRT
 GG0609'ROAD 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT (N) SIDE OF THE
 GG0609'ROAD AT E EDGE OF THE ORCHARD.
 GG0609'
 GG0609'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 68
 GG0609'AND U.S. HIGHWAY 71 AT THE W SIDE OF SPRINGDALE, GO E
 GG0609'ON STATE HIGHWAY 68 FOR 4.85 MILES TO A SIDE ROAD TO THE
 GG0609'LEFT, TURN LEFT AND FOLLOW DIRT ROAD UP HILL 1 MILE TO END
 GG0609'END OF ROAD AND STATION NEAR HOUSE.
 GG0609'
 GG0609'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 GG0609
 GG0609                          STATION RECOVERY (1961)
 GG0609
 GG0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0609'STATION RECOVERED AND STATION AND R.M. NO. 2 WERE FOUND IN
 GG0609'GOOD CONDITION.  R.M. NO. 1 WAS FOUND TO BE TILTED AND THE
 GG0609'AZIMUTH MARK WAS NOT RECOVERED.  THE AZIMUTH MARK WAS PRESUMED
 GG0609'DESTROYED AS THE AREA HAD BEEN CLEARED FOR CULTIVATION.  A
 GG0609'NEW AZIMUTH MARK WAS NOT ESTABLISHED AS NO OBJECTS WERE VISIBLE
 GG0609'FROM THE GROUND.
 GG0609'
 GG0609'THE STATION MARK WAS RECOVERED UNDER THE DRIVEWAY, 61.2 FEET
 GG0609'SOUTHEAST CORNER OF THE HOUSE, 31.2 FEET NORTH OF THE NORTHEAST
 GG0609'CORNER OF A LONG CHICKEN HOUSE AND IS ABOUT 2 INCHES BELOW
 GG0609'THE SURFACE.  R.M. NO. 1 IS ABOUT 18 FEET SOUTH OF THE NORTHEAST
 GG0609'CORNER OF THE CHICKEN HOUSE AND IS ABOUT 2 FEET EAST OF
 GG0609'THE BUILDING.  R.M. NO. 2 IS ABOUT 45 FEET WEST OF THE SOUTHEAST
 GG0609'CORNER OF THE CHICKEN HOUSE AND IS ABOUT 1-1/2 FEET NORTH OF
 GG0609'THE BUILDING.
 GG0609'
 GG0609'TO REACH THE STATION FROM SPRINGDALE, FROM THE SOUTH JUNCTION
 GG0609'OF U.S. HIGHWAYS 62 AND 71 AND STATE HIGHWAY 68, GO EAST
 GG0609'ON STATE HIGHWAY 68 FOR 3.55 MILES TO FORKS AT A SIDE ROAD
 GG0609'RIGHT, TAKE LEFT FORK AND GO EAST AND NORTH UP STEEP HILL FOR 0.65
 GG0609'MILE TO FORKS, TAKE LEFT FORK AND CONTINUE FOR 0.4 MILE TO HOUSE
 GG0609'AND STATION.
 GG0609
 GG0609                          STATION RECOVERY (1971)
 GG0609
 GG0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0609'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GG0609'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 GG0609'FOUND.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  DUE
 GG0609'TO THE LOCATION OF THE STATION MARK REFERENCE MARK 3 WAS OCCUPIED
 GG0609'AT THIS TIME.  DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION
 GG0609'OF STATION FOLLOWS.
 GG0609'
 GG0609'THE STATION IS LOCATED ABOUT 1 MILE SOUTH AND 3 MILES EAST OF
 GG0609'SPRINGDALE, 1/2 MILE NORTH OF STATE HIGHWAY 68, ON THE HIGHEST
 GG0609'PART OF PRICE MOUNTAIN, IN THE SOUTHWEST 1/4 OF SECTION 4, T 17 N,
 GG0609'R 29 W AND ON PROPERTY OWNED BY PARSON AND HOWELL, FIRST NATIONAL
 GG0609'BANK OF SPRINGDALE.  MR. ROLAND DAVIS, PHONE 751-4100 IS
 GG0609'CUSTODIAN OF THIS PROPERTY.
 GG0609'
 GG0609'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND
 GG0609'STATE HIGHWAY 68 IN THE SOUTH SIDE OF SPRINGDALE, GO EAST ON
 GG0609'STATE HIGHWAY 68 FOR 3.65 MILES TO A SIDE ROAD RIGHT AND A FORK ON
 GG0609'THE LEFT.  TURN LEFT AND GO EASTERLY ON A GRAVELED ROAD, THENCE
 GG0609'NORTHERLY ON THE GRAVELED ROAD FOLLOWING UPHILL FOR 0.9 MILE TO A
 GG0609'POWER LINE POLE NUMBERED 11 AND THE AZIMUTH MARK ON RIGHT.
 GG0609'CONTINUE NORTHWESTERLY ON THE GRAVELED ROAD FOR 0.2 MILE TO THE
 GG0609'STATION ON RIGHT.
 GG0609'
 GG0609'STATION MARK IS A STANDARD DISK STAMPED PRICE 1940, IS SET IN THE
 GG0609'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH
 GG0609'THE GROUND SURFACE.  IT IS 115 FEET NORTH OF THE POWER LINE POLE
 GG0609'NUMBERED 8, 76.5 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF
 GG0609'THE HOUSE AND 61.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GG0609'HOUSE.
 GG0609'
 GG0609'REFERENCE MARK 3, A STANDARD DISK STAMPED PRICE 1940 NO 3 1971, IS
 GG0609'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GG0609'SET FLUSH WITH THE GROUND SURFACE.  IT IS 111.8 FEET SOUTHEAST OF
 GG0609'THE SOUTHEAST CORNER OF THE HOUSE, 85.5 FEET NORTHEAST OF THE
 GG0609'POWER LINE POLE 8 AND 31 FEET NORTHEAST OF THE CENTER OF THE
 GG0609'GRAVELED ROAD. AN UNDERGROUND MARK WAS SET AND IS A STANDARD
 GG0609'REFERENCE DISK STAMPED PRICE 1940 NO 3 1971, IS SET IN THE TOP
 GG0609'OF AN IRREGULAR MASS OF CONCRETE THAT IS SET 36-INCHES BELOW THE
 GG0609'GROUND SURFACE.
 GG0609'
 GG0609'REFERENCE MARK 4, A STANDARD DISK STAMPED PRICE 1940 NO 4 1971, IS
 GG0609'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GG0609'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 GG0609'SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 2.5 FEET NORTH OF THE
 GG0609'POWER LINE POLE 8 AND 2 FEET NORTHWEST OF THE FENCE.  THE MARK
 GG0609'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GG0609'
 GG0609'AZIMUTH MARK, A STANDARD DISK STAMPED PRICE 1940, IS SET IN THE
 GG0609'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 GG0609'ABOVE THE GROUND SURFACE.  IT IS 128 FEET EAST OF A POWER LINE POLE
 GG0609'11, 91.5 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE 11-1/2 AND 55
 GG0609'FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD.
 GG0609'
 GG0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 GG0609'EAST-SOUTHEAST OF SPRINGDALE.
 GG0609'
 GG0609'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 GG0609
 GG0609                          STATION RECOVERY (1988)
 GG0609
 GG0609'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0609'RECOVERED IN GOOD CONDITION.
 GG0609
 GG0609                          STATION RECOVERY (1999)
 GG0609
 GG0609'RECOVERY NOTE BY US POWER SQUADRON 1999
 GG0609'MARK NOT FOUND.
 GG0609
 GG0609                          STATION RECOVERY (2004)
 GG0609
 GG0609'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 GG0609'STATION RM 4 AND AZIMUTH MARK ALL RECOVERED, RM 3 NOT FOUND.
 GG0609
 GG0609                          STATION RECOVERY (2006)
 GG0609
 GG0609'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SG)
 GG0609'THE MARK WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0611 ***********************************************************************
 GG0611  DESIGNATION -  PRICE RM 3
 GG0611  PID         -  GG0611
 GG0611  STATE/COUNTY-  AR/WASHINGTON
 GG0611  USGS QUAD   -  SONORA (1994)
 GG0611
 GG0611                         *CURRENT SURVEY CONTROL
 GG0611  ___________________________________________________________________
 GG0611* NAD 83(1997)-  36 10 03.44296(N)    094 04 32.04021(W)     ADJUSTED  
 GG0611* NAVD 88     -       498.6    (meters)    1636.     (feet)  VERTCON   
 GG0611  ___________________________________________________________________
 GG0611  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GG0611  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0611
 GG0611  HORZ ORDER  -  FIRST
 GG0611
 GG0611.The horizontal coordinates were established by classical geodetic methods
 GG0611.and adjusted by the National Geodetic Survey in September 1999..
 GG0611
 GG0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0611
 GG0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0611
 GG0611.The geoid height was determined by GEOID03.
 GG0611
 GG0611;                    North         East     Units Scale Factor Converg.
 GG0611;SPC AR N     -   205,472.795   213,272.215   MT  0.99998767   -1 12 28.0
 GG0611;SPC AR N     -   674,121.99    699,710.59   sFT  0.99998767   -1 12 28.0
 GG0611;UTM  15      - 4,003,076.427   403,265.547   MT  0.99971530   -0 38 05.3
 GG0611
 GG0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0611!SPC AR N     -   0.99992614  x   0.99998767  =   0.99991381
 GG0611!UTM  15      -   0.99992614  x   0.99971530  =   0.99964146
 GG0611
 GG0611:                Primary Azimuth Mark                     Grid Az
 GG0611:SPC AR N     -  PRICE AZ MK                              130 21 08.6
 GG0611:UTM  15      -  PRICE AZ MK                              129 46 45.9
 GG0611
 GG0611|---------------------------------------------------------------------|
 GG0611| PID    Reference Object                     Distance      Geod. Az  |
 GG0611|                                                           dddmmss.s |
 GG0611| CI2071 PRICE AZ MK                                        1290840.6 |
 GG0611| CI2074 PRICE RM 4                           25.328 METERS 20704     |
 GG0611| GG0609 PRICE                                15.487 METERS 32011     |
 GG0611|---------------------------------------------------------------------|
 GG0611
 GG0611                          SUPERSEDED SURVEY CONTROL
 GG0611
 GG0611  NAD 83(1997)-  36 10 03.45391(N)    094 04 32.04088(W) AD(       ) 1
 GG0611  NAD 83(1986)-  36 10 03.45307(N)    094 04 32.04065(W) AD(       ) 1
 GG0611  NAD 27      -  36 10 03.17004(N)    094 04 31.31825(W) AD(       ) 1
 GG0611  NGVD 29 (07/19/86)  498.5    (m)         1635.     (f) VERT ANG       
 GG0611
 GG0611.Superseded values are not recommended for survey control.
 GG0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0611.See file dsdata.txt to determine how the superseded data were derived.
 GG0611
 GG0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0326603076(NAD 83)
 GG0611_MARKER: DR = REFERENCE MARK DISK
 GG0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0611+STABILITY: SURFACE MOTION
 GG0611
 GG0611  HISTORY     - Date     Condition        Report By
 GG0611  HISTORY     - 1971     MONUMENTED       NGS
 GG0611  HISTORY     - 1988     GOOD             USPSQD
 GG0611  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 GG0611
 GG0611                          STATION DESCRIPTION
 GG0611
 GG0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0611'THE STAION IS LOCATED ABOUT I MILE SOUTH AND 3 MILES EAST OF
 GG0611'SPRINGDALE, 1/2 MILE NORTH OF STATE HIGHWAY 68, ON THE HIGHEST PART
 GG0611'OF PRICE MOUNTAIN, IN THE SOUTHWEST 1/4 OF SECTION 4, T 17 N, R 29
 GG0611'W AND ON PROPERTY OWNED BY PARSON AND HOWELL.  FIRST NATIONAL BANK
 GG0611'OF SPRINGDALE.  MR. ROLAND DAVIS, PHONE 751-4100 IS CUSTODIAN OF
 GG0611'THIS PROPERTY.
 GG0611'
 GG0611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 GG0611'HIGHWAY 68 IN THE SOUTH SIDE OF SPRINGDALE, GO EAST ON STATE HIGHWAY
 GG0611'68 FOR 3.65 MILES TO A SIDE ROAD RIGHT AND A FORK ON THE LEFT.
 GG0611'TURN LEFT AND GO EASTERLY ON A GRAVELED ROAD, THENCE NORTHERLY ON
 GG0611'THE GRAVELED ROAD UPHILL FOR 0.9 MILE TO POWER LINE POLE
 GG0611'NUMBERED 11 AND THE AZIMUTH MARK ON RIGHT.  CONTINUE NORTHWESTERLY
 GG0611'ON GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON RIGHT.
 GG0611'
 GG0611'STATION MARKS ARE STANDARD REFERENCE DISKS STAMPED PRICE 1940 NO 3
 GG0611'1971.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GG0611'CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS
 GG0611'111.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 85.5 FEET
 GG0611'NORTHEAST OF POWER LINE POLE NUMBERED 8 AND 31 FEET NORTHEAST OF
 GG0611'THE CENTER OF THE GRAVELED ROAD.  THE UNDERGROUND MARK IS A
 GG0611'STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT
 GG0611'IS 36-INCHES BELOW THE GROUND SURFACE.
 GG0611'
 GG0611'REFERENCE MARK 4, A STANDARD DISK STAMPED PRICE 1940 NO 4 1971, IS
 GG0611'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GG0611'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 GG0611'SOUTHWEST OF THE CENTER OF THE ROAD, 2.5 FEET NORTH OF THE POWER
 GG0611'LINE POLE 8 AND 2 FEET NORTHWEST OF THE FENCE.  THE MARK IS ABOUT THE
 GG0611'SAME ELEVATION AS STATION.
 GG0611'
 GG0611'STATION PRICE, A STANDARD DISK STAMPED PRICE 1940, IS SET IN THE TOP
 GG0611'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 GG0611'GROUND SURFACE.  IT IS 115 FEET NORTH OF THE POWER LINE POLE 8,76.5
 GG0611'FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, AND
 GG0611'61.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 GG0611'
 GG0611'AZIMUTH MARK, A STANDARD DISK STAMPED PRICE 1940, IS SET IN THE TOP
 GG0611'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 GG0611'THE GROUND SURFACE.  IT IS 128 FEET EAST OF POWER LINE POLE 11,91.5
 GG0611'FEET SOUTH-SOUTHWEST OF POWER LINE POLE 11-1/2 AND 55 FEET
 GG0611'NORTHEAST OF THE CENTER OF GRAVELED ROAD.
 GG0611'
 GG0611'HEIGHT OF LIGHT ABOVE STATION MARK 18.4 METERS.
 GG0611
 GG0611                          STATION RECOVERY (1988)
 GG0611
 GG0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0611'RECOVERED IN GOOD CONDITION.
 GG0611
 GG0611                          STATION RECOVERY (1999)
 GG0611
 GG0611'RECOVERY NOTE BY US POWER SQUADRON 1999
 GG0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1665 ***********************************************************************
 FG1665  DESIGNATION -  PRIM
 FG1665  PID         -  FG1665
 FG1665  STATE/COUNTY-  AR/STONE
 FG1665  USGS QUAD   -  PRIM (1973)
 FG1665
 FG1665                         *CURRENT SURVEY CONTROL
 FG1665  ___________________________________________________________________
 FG1665* NAD 83(1997)-  35 43 21.90851(N)    092 05 34.65704(W)     ADJUSTED  
 FG1665* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 FG1665  ___________________________________________________________________
 FG1665  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FG1665  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FG1665
 FG1665  HORZ ORDER  -  THIRD
 FG1665
 FG1665.The horizontal coordinates were established by classical geodetic methods
 FG1665.and adjusted by the National Geodetic Survey in September 1999..
 FG1665
 FG1665.The orthometric height was scaled from a topographic map.
 FG1665
 FG1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1665
 FG1665.The geoid height was determined by GEOID03.
 FG1665
 FG1665;                    North         East     Units Scale Factor Converg.
 FG1665;SPC AR N     -   154,148.728   391,589.634   MT  0.99993885   -0 03 14.7
 FG1665;SPC AR N     -   505,736.29  1,284,740.32   sFT  0.99993885   -0 03 14.7
 FG1665;UTM  15      - 3,953,577.497   582,035.613   MT  0.99968293   +0 31 46.6
 FG1665
 FG1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1665!SPC AR N     -   0.99995171  x   0.99993885  =   0.99989056
 FG1665!UTM  15      -   0.99995171  x   0.99968293  =   0.99963466
 FG1665
 FG1665|---------------------------------------------------------------------|
 FG1665| PID    Reference Object                     Distance      Geod. Az  |
 FG1665|                                                           dddmmss.s |
 FG1665| CI2083 PRIM RM 1                             8.167 METERS 06235     |
 FG1665| CI2084 PRIM RM 2                            10.144 METERS 16136     |
 FG1665| CI2082 PRIM AZ MK                                         2000835.0 |
 FG1665| FG1673 RUSHING                             APPROX.15.4 KM 2744834.0 |
 FG1665|---------------------------------------------------------------------|
 FG1665
 FG1665                          SUPERSEDED SURVEY CONTROL
 FG1665
 FG1665  NAD 83(1986)-  35 43 21.92096(N)    092 05 34.65593(W) AD(       ) 3
 FG1665  NAD 27      -  35 43 21.63900(N)    092 05 34.10700(W) AD(       ) 3
 FG1665
 FG1665.Superseded values are not recommended for survey control.
 FG1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1665.See file dsdata.txt to determine how the superseded data were derived.
 FG1665
 FG1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8203653577(NAD 83)
 FG1665_MARKER: DS = TRIANGULATION STATION DISK
 FG1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1665
 FG1665  HISTORY     - Date     Condition        Report By
 FG1665  HISTORY     - 1954     MONUMENTED       CGS
 FG1665  HISTORY     - 1964     GOOD             USFS
 FG1665
 FG1665                          STATION DESCRIPTION
 FG1665
 FG1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1665'THE STATION IS IN SECTION 31, T 13 N, R 10 W, ABOUT 10 MILES
 FG1665'EAST AND 1 MILE SOUTH OF THE RUSHING POST OFFICE, 1-3/4 MILES
 FG1665'NORTH AND 1 MILE EAST OF PRIM, 3/4 MILE NORTH OF THE CLEBURNE-STONE
 FG1665'COUNTY LINE AND 9 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.
 FG1665'
 FG1665'TO REACH THE STATION FROM THE RUSHING POST OFFICE, GO NORTH
 FG1665'AND EAST ON STATE HIGHWAY 9 FOR 1.5 MILES TO A FORK, TAKE
 FG1665'RIGHT FORK, LEAVING HIGHWAY 9, GO EASTERLY FOR 10.25 MILES
 FG1665'TO A SIDE ROAD ON THE LEFT, TURN LEFT ON DIRT ROAD FOR 1.4
 FG1665'MILES TO A FORK AND A 14-INCH OAK TREE IN THE ANGLE OF THE
 FG1665'ROADS, TAKE RIGHT FORK FOR 0.05 MILE TO A FORK, CONTINUE ON
 FG1665'LEFT FORK ON DIM TRACK ROAD FOR 0.15 MILE TO A FORK AND THE
 FG1665'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON RIGHT
 FG1665'FORK FOR 0.15 MILE TO HIGHEST PART OF RIDGE AND THE STATION.
 FG1665'
 FG1665'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1665'PRIM 1954.
 FG1665'
 FG1665'REFERENCE MARK 1 IS 35 FEET EAST OF THE WITNESS POST.  THE MARK
 FG1665'PROJECTS 4 INCHES AND THE DISK IS STAMPED PRIM NO 1 1954.
 FG1665'
 FG1665'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE WITNESS POST.  THE
 FG1665'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED PRIM NO 1 1954.
 FG1665'
 FG1665'THE AZIMUTH MARK IS 38 FEET SOUTHEAST OF THE CENTER OF THE
 FG1665'TRACK ROAD AND 3 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS
 FG1665'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FG1665'PRIM 1954.
 FG1665'
 FG1665'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FG1665
 FG1665                          STATION RECOVERY (1964)
 FG1665
 FG1665'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 FG1665'ALL MARKS WERE FOUND IN GOOD CONDITION.  STATION IS LOCATED
 FG1665'DIRECTLY UNDER A POWER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1386 ***********************************************************************
 DL1386  DESIGNATION -  PRINCETON
 DL1386  PID         -  DL1386
 DL1386  STATE/COUNTY-  AR/DALLAS
 DL1386  USGS QUAD   -  PRINCETON WEST (1985)
 DL1386
 DL1386                         *CURRENT SURVEY CONTROL
 DL1386  ___________________________________________________________________
 DL1386* NAD 83(1997)-  33 59 04.38792(N)    092 40 33.94189(W)     ADJUSTED  
 DL1386* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 DL1386  ___________________________________________________________________
 DL1386  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DL1386  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL1386
 DL1386  HORZ ORDER  -  THIRD
 DL1386
 DL1386.The horizontal coordinates were established by classical geodetic methods
 DL1386.and adjusted by the National Geodetic Survey in September 1999..
 DL1386
 DL1386.The orthometric height was scaled from a topographic map.
 DL1386
 DL1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1386
 DL1386.The geoid height was determined by GEOID03.
 DL1386
 DL1386;                    North         East     Units Scale Factor Converg.
 DL1386;SPC AR S     -   546,375.703   337,533.330   MT  0.99991885   -0 22 42.3
 DL1386;SPC AR S     - 1,792,567.62  1,107,390.60   sFT  0.99991885   -0 22 42.3
 DL1386;UTM  15      - 3,760,490.428   529,917.401   MT  0.99961103   +0 10 51.8
 DL1386
 DL1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1386!SPC AR S     -   0.99998718  x   0.99991885  =   0.99990603
 DL1386!UTM  15      -   0.99998718  x   0.99961103  =   0.99959821
 DL1386
 DL1386:                Primary Azimuth Mark                     Grid Az
 DL1386:SPC AR S     -  PRINCETON AZ MK                          075 22 05.5
 DL1386:UTM  15      -  PRINCETON AZ MK                          074 48 31.4
 DL1386
 DL1386|---------------------------------------------------------------------|
 DL1386| PID    Reference Object                     Distance      Geod. Az  |
 DL1386|                                                           dddmmss.s |
 DL1386| CY7144 PRINCETON AZ MK                                    0745923.2 |
 DL1386| DL1387 TT 8 FEW                             33.849 METERS 11722     |
 DL1386| CY7145 PRINCETON RM 1                       32.922 METERS 19842     |
 DL1386|---------------------------------------------------------------------|
 DL1386
 DL1386                          SUPERSEDED SURVEY CONTROL
 DL1386
 DL1386  NAD 83(1997)-  33 59 04.39712(N)    092 40 33.93417(W) AD(       ) 3
 DL1386  NAD 83(1986)-  33 59 04.39748(N)    092 40 33.93420(W) AD(       ) 3
 DL1386  NAD 27      -  33 59 04.03309(N)    092 40 33.35652(W) AD(       ) 3
 DL1386
 DL1386.Superseded values are not recommended for survey control.
 DL1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1386.See file dsdata.txt to determine how the superseded data were derived.
 DL1386
 DL1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2991760490(NAD 83)
 DL1386_MARKER: DS = TRIANGULATION STATION DISK
 DL1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1386_MARK LOGO: CGS   
 DL1386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1386
 DL1386  HISTORY     - Date     Condition        Report By
 DL1386  HISTORY     - 1964     MONUMENTED       CGS
 DL1386  HISTORY     - 1983     SEE DESCRIPTION  NGS
 DL1386  HISTORY     - 19830101 GOOD             NGS
 DL1386
 DL1386                          STATION DESCRIPTION
 DL1386
 DL1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1386'THE STATION IS ON THE ROAD RIGHT-OF-WAY ON THE NORTH SIDE
 DL1386'OF STATE HIGHWAY 8, ABOUT 3 MILES WEST OF PRINCETON AND NEAR
 DL1386'THE CENTER OF SECTION 31, T 8 S, R 15 W.  IT IS 1 FOOT SOUTHEAST
 DL1386'OF A WIRE FENCE, 6 FEET SOUTHWEST OF A WITNESS POST AND 42
 DL1386'FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 8.  THE MONUMENT
 DL1386'PROJECTS 5 INCHES AND THE DISK IS STAMPED PRINCETON 1964.
 DL1386'
 DL1386'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 9 IN
 DL1386'PRINCETON, GO WEST-SOUTH WEST ON STATE HIGHWAY 8 FOR 2.95 MILES
 DL1386'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHWEST ON THE
 DL1386'HIGHWAY FOR 0.25 MILE TO THE TOP OF A HILL AND THE STATION ON
 DL1386'THE RIGHT.
 DL1386'
 DL1386'REFERENCE MARK 1 IS 40 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DL1386'HIGHWAY, 113 FEET SOUTH OF THE WITNESS POST AND 140 FEET SOUTHWEST
 DL1386'OF A POWER POLE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 DL1386'IS STAMPED PRINCETON NO 1 1964.
 DL1386'
 DL1386'TT 8 (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 DL1386'THE TOP OF A 6 X 6 INCH CONCRETE POST, PROJECTING 5 INCHES
 DL1386'AND IS STAMPED TT 8 FEW 1962.  IT IS 3 FEET NORTHEAST OF A
 DL1386'POWER POLE, 41 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 DL1386'AND 109 FEET EAST OF THE WITNESS POST.
 DL1386'
 DL1386'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A WITNESS POST, 39
 DL1386'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 8 AND 75 FEET WEST OF
 DL1386'A POWER POLE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 DL1386'IS STAMPED PRINCETON 1964.
 DL1386'
 DL1386'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1386
 DL1386                          STATION RECOVERY (1983)
 DL1386
 DL1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 DL1386'THE STATION MARK WAS FOUND LEANING, TT-8 USGS, REFERENCE MARK NO 1
 DL1386'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION
 DL1386'MARK WAS RESET OVER THE UNDERGROUND MARK AND THE LINE TO THE AZIMUTH
 DL1386'MARK WAS CLEARED AT THIS DATE.  THE 1964 DESCRIPTION AND TO REACH ARE
 DL1386'ADEQUATE FOR RECOVERY AT THIS DATE.  METAL WITNESS POST AND SIGNS
 DL1386'WERE SET 1.0 FOOT SOUTHWEST OF REFERENCE MARK NO 1, 0.5 FOOT
 DL1386'SOUTHEAST OF TT-8 (USGS) AND 2.0 FEET NORTHEAST OF THE AZIMUTH MARK.
 DL1386
 DL1386                          STATION RECOVERY (1983)
 DL1386
 DL1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 DL1386'THE STATION MARK WAS FOUND LEANING, TT-8 USGS, REFERENCE MARK NO 1 AND
 DL1386'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK
 DL1386'WAS RESET OVER THE UNDERGROUND MARK AND THE LINE TO THE AZIMUTH MARK
 DL1386'WAS CLEARED AT THIS DATE.  THE 1964 DESCRIPTION AND TO REACH ARE
 DL1386'ADEQUATE FOR RECOVERY AT THIS DATE.  THE METAL WITNESS POST AND SIGNS
 DL1386'WERE SET 1.0 FT (0.30 M) SOUTHWEST OF REFERENCE MARK NO 1, 0.5 FT
 DL1386'(0.15 M) SOUTHEAST OF TT-8 (USGS) AND 2.0 FT (0.61 M) NORTHEAST OF THE
 DL1386'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0216 ***********************************************************************
 FF0216  DESIGNATION -  PROCTOR RESET
 FF0216  PID         -  FF0216
 FF0216  STATE/COUNTY-  AR/CRITTENDEN
 FF0216  USGS QUAD   -  EDMONDSON (1981)
 FF0216
 FF0216                         *CURRENT SURVEY CONTROL
 FF0216  ___________________________________________________________________
 FF0216* NAD 83(1997)-  35 05 52.94565(N)    090 21 23.96592(W)     ADJUSTED  
 FF0216* NAVD 88     -        63.800  (meters)     209.32   (feet)  ADJUSTED  
 FF0216  ___________________________________________________________________
 FF0216  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FF0216  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FF0216  DYNAMIC HT  -          63.742 (meters)     209.13  (feet)  COMP
 FF0216  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0216
 FF0216  HORZ ORDER  -  FIRST
 FF0216  VERT ORDER  -  FIRST     CLASS II
 FF0216
 FF0216.The horizontal coordinates were established by classical geodetic methods
 FF0216.and adjusted by the National Geodetic Survey in September 1999..
 FF0216
 FF0216.The orthometric height was determined by differential leveling
 FF0216.and adjusted by the National Geodetic Survey in June 1991..
 FF0216
 FF0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0216
 FF0216.The geoid height was determined by GEOID03.
 FF0216
 FF0216.The dynamic height is computed by dividing the NAVD 88
 FF0216.geopotential number by the normal gravity value computed on the
 FF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0216.degrees latitude (g = 980.6199 gals.).
 FF0216
 FF0216.The modeled gravity was interpolated from observed gravity values.
 FF0216
 FF0216;                    North         East     Units Scale Factor Converg.
 FF0216;SPC AR N     -    86,088.262   549,827.406   MT  0.99997170   +0 57 22.5
 FF0216;SPC AR N     -   282,441.24  1,803,892.08   sFT  0.99997170   +0 57 22.5
 FF0216;SPC TN       -    93,685.764   202,882.847   MT  1.00003029   -2 33 02.0
 FF0216;SPC TN       -   307,367.38    665,624.81   sFT  1.00003029   -2 33 02.0
 FF0216;UTM  15      - 3,887,112.604   740,950.546   MT  1.00031557   +1 31 14.1
 FF0216
 FF0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0216!SPC AR N     -   0.99999425  x   0.99997170  =   0.99996595
 FF0216!SPC TN       -   0.99999425  x   1.00003029  =   1.00002454
 FF0216!UTM  15      -   0.99999425  x   1.00031557  =   1.00030982
 FF0216
 FF0216|---------------------------------------------------------------------|
 FF0216| PID    Reference Object                     Distance      Geod. Az  |
 FF0216|                                                           dddmmss.s |
 FF0216| FF0218 PROCTOR RM 1                          9.730 METERS 16627     |
 FF0216| FF2050 BROWNS                              APPROX. 2.8 KM 2565045.4 |
 FF0216|---------------------------------------------------------------------|
 FF0216
 FF0216                          SUPERSEDED SURVEY CONTROL
 FF0216
 FF0216  NAD 83(1997)-  35 05 52.94707(N)    090 21 23.96532(W) AD(       ) 1
 FF0216  NAD 83(1997)-  35 05 52.95075(N)    090 21 23.96536(W) AD(       ) 1
 FF0216  NAD 83(1986)-  35 05 52.95605(N)    090 21 23.96601(W) AD(       ) 1
 FF0216  NAD 27      -  35 05 52.62570(N)    090 21 23.60800(W) AD(       ) 1
 FF0216  NGVD 29 (??/??/??)   63.777  (m)          209.24   (f) ADJUSTED    1 2
 FF0216
 FF0216.Superseded values are not recommended for survey control.
 FF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0216.See file dsdata.txt to determine how the superseded data were derived.
 FF0216
 FF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4095187113(NAD 83)
 FF0216_MARKER: DS = TRIANGULATION STATION DISK
 FF0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0216_STAMPING: PROCTOR 1916 1920
 FF0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0216+STABILITY: SURFACE MOTION
 FF0216
 FF0216  HISTORY     - Date     Condition        Report By
 FF0216  HISTORY     - 1935     MONUMENTED       CGS
 FF0216  HISTORY     - 1935     SEE DESCRIPTION  CGS
 FF0216  HISTORY     - 1956     GOOD             CGS
 FF0216  HISTORY     - 1956     GOOD             CGS
 FF0216
 FF0216                          STATION DESCRIPTION
 FF0216
 FF0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0216'THE SURFACE MARK WAS NOT FOUND (REPORTED TO BE IN DITCH IN
 FF0216'1928) BUT THE UNDERGROUND MARK WAS RECOVERED ABOUT 2 FEET
 FF0216'BELOW GROUND.  THE UNDERGROUND MARK WAS RE-SET 3 FEET BELOW
 FF0216'GROUND AND A NEW SURFACE MARK, A STANDARD BRONZE DISK SET
 FF0216'IN A 14- BY 14- BY 30-INCH CONCRETE PIER WAS SET OVER IT.
 FF0216'
 FF0216'LOCATED ON THE RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND
 FF0216'PACIFIC RAILROAD, ABOUT 1 MILE E OF PROCTOR RAILROAD STATION.
 FF0216'E END OF SOUTH BRIDGE NO. 189 IS 8.37 METERS (27.45 FEET),
 FF0216'S 86 DEG 50 MIN 45 SEC W, S EDGE OF S TRACK IS 2.79
 FF0216'METERS (9.14 FEET), N 11 DEG 39 MIN 15 SEC W, AND 34TH
 FF0216'TELEGRAPH POLE W OF MILEPOST 18 IS 7.71 METERS (25.3 FEET),
 FF0216'S 47 DEG 04 MIN 15 SEC E.
 FF0216'
 FF0216'REFERENCE MARK NO. 1 (1916) WAS RECOVERED IN GOOD CONDITION,
 FF0216'AS DESCRIBED AT GROUND SURFACE, 5 METERS (16 FEET) SW OF
 FF0216'34TH TELEGRAPH POLE W OF MILEPOST 18, 9.721 METERS (31.9
 FF0216'FEET) FROM STATION, S 13 DEG 34 MIN 01 SEC E.
 FF0216'
 FF0216'REFERENCE MARK NO. 2 (1935) A STANDARD BRONZE DISK SET IN
 FF0216'A 14- BY 14- BY 30-INCH CONCRETE PIER IS 1 FOOT N OF THE
 FF0216'S FENCE LINE, 35 FEET E OF CREEK, 10.16 METERS (43.25 FEET)
 FF0216'S OF S STRINGER OF E END OF RAILROAD BRIDGE NO. 189, 16.432
 FF0216'METERS (53.9 FEET) FROM STATION, S 33 DEG 50 MIN 37 SEC W.
 FF0216'
 FF0216'DISTANCE R.M. NO. 2 TO R.M. NO. 1 IS 12.115 METERS (39.9 FEET)
 FF0216'AZIMUTH TO R.M. NO. 1, N 69 DEG 45 MIN 30 SEC E.
 FF0216'
 FF0216'DISTANCE R.M. NO. 2 TO 34TH TELEGRAPH POLE W OF MILEPOST
 FF0216'18, 17.01 METERS (55.8 FEET), N 60 DEG 28 MIN 30 SEC E.
 FF0216
 FF0216                          STATION RECOVERY (1956)
 FF0216
 FF0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0216'THE STATION IS LOCATED ALONG THE CHICAGO, ROCK ISLAND AND
 FF0216'PACIFIC RAILROAD, ABOUT 2-1/2 MILES WEST-SOUTHWEST OF EDMONDSON,
 FF0216'ABOUT 1.0 MILE EAST OF VILLAGE OF PROCTOR, ABOUT 0.5 MILE
 FF0216'EAST OF A PROMINENT GRAVEL ROAD CROSSING, ABOUT 0.2 MILE
 FF0216'EAST OF MILE POLE 19, 10 FEET SOUTH-SOUTHEAST OF NEAR RAIL
 FF0216'OF TRACK, 25-1/2 FEET EAST OF SOUTHEAST CORNER OF TRESTLE
 FF0216'NO. 189, 31-1/2 FEET NORTHWEST OF MILEAGE TELEPHONE POLE
 FF0216'NO. 18/34, ABOUT 2 FEET BELOW LEVEL OF TRACK, IN TOP OF
 FF0216'A CONCRETE POST ABOUT 4 INCHES UNDERGROUND AND STAMPED
 FF0216'PROCTOR 1916 1920.
 FF0216'
 FF0216'REFERENCE MARK NO. 1 IS 31.55 FEET (9.616 METERS) (SLOPE
 FF0216'DISTANCE) SOUTH-SOUTHEAST OF THE STATION, 42 FEET SOUTH-SOUTHEAST
 FF0216'OF NEAR RAIL OF TRACK, 49 FEET EAST-SOUTHEAST OF SOUTHEAST
 FF0216'CORNER OF TRESTLE, 17 FEET SOUTH-SOUTHWEST OF MILEAGE TELEPHONE
 FF0216'POLE NO. 18/34, 1-1/2 FEET EAST-NORTHEAST OF A WHITE WOODEN
 FF0216'WITNESS POST, ABOUT 8 FEET BELOW LEVEL OF TRACK, IN A CONCRETE
 FF0216'POST ABOUT 3 INCHES UNDERGROUND AND STAMPED PROCTOR RM 1
 FF0216'1916 1920.  MARK APPEARS TO HAVE BEEN DISTURBED AND SLOPES
 FF0216'SLIGHTLY TO THE SOUTH.
 FF0216'
 FF0216'REFERENCE MARK NO. 2 IS 53.67 FEET (16.358 METERS) (SLOPE
 FF0216'DISTANCE) SOUTHWEST OF STATION, 46 FEET SOUTH-SOUTHEAST
 FF0216'OF NEAR RAIL OF TRACK, 42-1/2 FEET SOUTH OF SOUTHEAST CORNER
 FF0216'OF TRESTLE NO. 18.9, 56 FEET SOUTHWEST OF MILEAGE TELEPHONE
 FF0216'POLE NO. 18/34, ABOUT 9 FEET BELOW LEVEL OF TRACK, IN A
 FF0216'CONCRETE POST PROJECTING 2 INCHES, AND STAMPED PROCTOR RM
 FF0216'2 1916 1920.
 FF0216
 FF0216                          STATION RECOVERY (1956)
 FF0216
 FF0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0216'2.6 MI W FROM EDMONDSON.
 FF0216'2.55 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0216'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0216'ABOUT 0.2 MILE EAST OF MILE POLE 19, 10 FEET SOUTH-SOUTHEAST OF
 FF0216'NEAR RAIL OF TRACK, 25 FEET EAST OF SOUTHEAST CORNER OF TRESTLE
 FF0216'NO. 189, 53.9 FEET NORTHEAST OF RM NO. 2, 31.9 FEET
 FF0216'NORTH-NORTHWEST OF RM NO. 1, 31 1/2 FEET NORTHWEST OF MILEAGE
 FF0216'POLE NO. 18/34, ON TOP OF RAILROAD FILL, ABOUT 2 FEET BELOW TOP
 FF0216'OF RAIL AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES
 FF0216'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0218 ***********************************************************************
 FF0218  DESIGNATION -  PROCTOR RM 1
 FF0218  PID         -  FF0218
 FF0218  STATE/COUNTY-  AR/CRITTENDEN
 FF0218  USGS QUAD   -  EDMONDSON (1981)
 FF0218
 FF0218                         *CURRENT SURVEY CONTROL
 FF0218  ___________________________________________________________________
 FF0218* NAD 83(1986)-  35 05 52.     (N)    090 21 24.     (W)     SCALED    
 FF0218* NAVD 88     -        61.752  (meters)     202.60   (feet)  ADJUSTED  
 FF0218  ___________________________________________________________________
 FF0218  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FF0218  DYNAMIC HT  -          61.697 (meters)     202.42  (feet)  COMP
 FF0218  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0218
 FF0218  VERT ORDER  -  FIRST     CLASS II
 FF0218
 FF0218.The horizontal coordinates were scaled from a topographic map and have
 FF0218.an estimated accuracy of +/- 6 seconds.
 FF0218
 FF0218.The orthometric height was determined by differential leveling
 FF0218.and adjusted by the National Geodetic Survey in June 1991..
 FF0218
 FF0218.The geoid height was determined by GEOID03.
 FF0218
 FF0218.The dynamic height is computed by dividing the NAVD 88
 FF0218.geopotential number by the normal gravity value computed on the
 FF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0218.degrees latitude (g = 980.6199 gals.).
 FF0218
 FF0218.The modeled gravity was interpolated from observed gravity values.
 FF0218
 FF0218;                    North         East    Units  Estimated Accuracy
 FF0218;SPC AR N     -    86,060.      549,830.      MT  (+/- 180 meters Scaled)
 FF0218
 FF0218                          SUPERSEDED SURVEY CONTROL
 FF0218
 FF0218  NGVD 29 (??/??/??)   61.730  (m)          202.53   (f) ADJUSTED    1 2
 FF0218
 FF0218.Superseded values are not recommended for survey control.
 FF0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0218.See file dsdata.txt to determine how the superseded data were derived.
 FF0218
 FF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU409870(NAD 83)
 FF0218_MARKER: DR = REFERENCE MARK DISK
 FF0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0218_STAMPING: PROCTOR RM 1 1916 1920
 FF0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0218+STABILITY: SURFACE MOTION
 FF0218
 FF0218  HISTORY     - Date     Condition        Report By
 FF0218  HISTORY     - 1916     MONUMENTED       CGS
 FF0218  HISTORY     - 1956     GOOD             CGS
 FF0218
 FF0218                          STATION DESCRIPTION
 FF0218
 FF0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0218'2.6 MI W FROM EDMONDSON.
 FF0218'2.55 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0218'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0218'ABOUT 0.2 MILE EAST OF MILE POLE 19, 42 FEET SOUTH-SOUTHEAST OF
 FF0218'NEAR RAIL OF TRACK, 17 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE
 FF0218'NO. 18/34, 40 FEET EAST-NORTHEAST OF RM NO. 2, 53.9 FEET
 FF0218'SOUTH-SOUTHEAST OF STATION MARK, 49 FEET EAST-SOUTHEAST OF
 FF0218'SOUTHEAST CORNER OF TRESTLE NO. 189, 1 1/2 FEET EAST-NORTHEAST
 FF0218'OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET BELOW LEVEL OF TRACK
 FF0218'AND SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES UNDERGROUND.
 FF0218'NOTE-- MARK APPEARS TO HAVE BEEN DISTURBED AND THE DISK SLOPES TO
 FF0218'THE SOUTH.  THE ROD WAS HELD ON POINT OF ARROW CAST ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0217 ***********************************************************************
 FF0217  DESIGNATION -  PROCTOR RM 2
 FF0217  PID         -  FF0217
 FF0217  STATE/COUNTY-  AR/CRITTENDEN
 FF0217  USGS QUAD   -  EDMONDSON (1981)
 FF0217
 FF0217                         *CURRENT SURVEY CONTROL
 FF0217  ___________________________________________________________________
 FF0217* NAD 83(1986)-  35 05 52.     (N)    090 21 24.     (W)     SCALED    
 FF0217* NAVD 88     -        61.648  (meters)     202.26   (feet)  ADJUSTED  
 FF0217  ___________________________________________________________________
 FF0217  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FF0217  DYNAMIC HT  -          61.592 (meters)     202.07  (feet)  COMP
 FF0217  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0217
 FF0217  VERT ORDER  -  FIRST     CLASS II
 FF0217
 FF0217.The horizontal coordinates were scaled from a topographic map and have
 FF0217.an estimated accuracy of +/- 6 seconds.
 FF0217
 FF0217.The orthometric height was determined by differential leveling
 FF0217.and adjusted by the National Geodetic Survey in June 1991..
 FF0217
 FF0217.The geoid height was determined by GEOID03.
 FF0217
 FF0217.The dynamic height is computed by dividing the NAVD 88
 FF0217.geopotential number by the normal gravity value computed on the
 FF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0217.degrees latitude (g = 980.6199 gals.).
 FF0217
 FF0217.The modeled gravity was interpolated from observed gravity values.
 FF0217
 FF0217;                    North         East    Units  Estimated Accuracy
 FF0217;SPC AR N     -    86,060.      549,830.      MT  (+/- 180 meters Scaled)
 FF0217
 FF0217                          SUPERSEDED SURVEY CONTROL
 FF0217
 FF0217  NGVD 29 (??/??/??)   61.625  (m)          202.18   (f) ADJUSTED    1 2
 FF0217
 FF0217.Superseded values are not recommended for survey control.
 FF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0217.See file dsdata.txt to determine how the superseded data were derived.
 FF0217
 FF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU409870(NAD 83)
 FF0217_MARKER: DR = REFERENCE MARK DISK
 FF0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0217_STAMPING: PROCTOR RM 2 1916 1920
 FF0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0217+STABILITY: SURFACE MOTION
 FF0217
 FF0217  HISTORY     - Date     Condition        Report By
 FF0217  HISTORY     - 1935     MONUMENTED       CGS
 FF0217  HISTORY     - 1956     GOOD             CGS
 FF0217
 FF0217                          STATION DESCRIPTION
 FF0217
 FF0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0217'2.6 MI W FROM EDMONDSON.
 FF0217'2.55 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0217'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0217'ABOUT 0.5 MILE EAST OF A PROMINENT GRAVEL ROAD CROSSING WHICH IS
 FF0217'JUST EAST OF PROCTOR, ABOUT 0.2 MILE EAST OF MILE POLE 19, 46
 FF0217'FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 42 1/2 FEET SOUTH
 FF0217'OF SOUTHEAST CORNER OF TRESTLE NO. 18.9, 40 FEET WEST-SOUTHWEST
 FF0217'OF RM NO. 1, 53.9 FEET SOUTHWEST OF THE STATION MARK, 56 FEET
 FF0217'SOUTHWEST OF MILEAGE POLE NO. 18/34, ABOUT 9 FEET BELOW LEVEL
 FF0217'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FF0217'INCHES.  NOTE-- THE DISK SLOPES SLIGHTLY IN POST AND THE ROD WAS
 FF0217'HELD ON THE 20 OF THE STAMPING 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1393 ***********************************************************************
 DL1393  DESIGNATION -  PROFFITT
 DL1393  PID         -  DL1393
 DL1393  STATE/COUNTY-  AR/CALHOUN
 DL1393  USGS QUAD   -  EAST CAMDEN (1985)
 DL1393
 DL1393                         *CURRENT SURVEY CONTROL
 DL1393  ___________________________________________________________________
 DL1393* NAD 83(1997)-  33 33 42.39709(N)    092 40 56.85622(W)     ADJUSTED  
 DL1393* NAVD 88     -        39.66   (+/-2cm)     130.1    (feet)  VERTCON   
 DL1393  ___________________________________________________________________
 DL1393  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DL1393  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DL1393
 DL1393  HORZ ORDER  -  FIRST
 DL1393  VERT ORDER  -  THIRD ? (See Below)
 DL1393
 DL1393.The horizontal coordinates were established by classical geodetic methods
 DL1393.and adjusted by the National Geodetic Survey in September 1999..
 DL1393
 DL1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1393.The vertical order pertains to the NGVD 29 superseded value.
 DL1393
 DL1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1393
 DL1393.The geoid height was determined by GEOID03.
 DL1393
 DL1393;                    North         East     Units Scale Factor Converg.
 DL1393;SPC AR S     -   499,490.372   336,632.652   MT  0.99995227   -0 22 55.1
 DL1393;SPC AR S     - 1,638,744.66  1,104,435.63   sFT  0.99995227   -0 22 55.1
 DL1393;UTM  15      - 3,713,613.559   529,473.907   MT  0.99961071   +0 10 32.0
 DL1393
 DL1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1393!SPC AR S     -   0.99999788  x   0.99995227  =   0.99995015
 DL1393!UTM  15      -   0.99999788  x   0.99961071  =   0.99960859
 DL1393
 DL1393:                Primary Azimuth Mark                     Grid Az
 DL1393:SPC AR S     -  NAVAL ORDNANCE DEPOT TANK 114            000 50 58.7
 DL1393:UTM  15      -  NAVAL ORDNANCE DEPOT TANK 114            000 17 31.6
 DL1393
 DL1393|---------------------------------------------------------------------|
 DL1393| PID    Reference Object                     Distance      Geod. Az  |
 DL1393|                                                           dddmmss.s |
 DL1393| DL1394 NAVAL ORDNANCE DEPOT TANK 114       APPROX. 5.7 KM 0002803.6 |
 DL1393| DL1396 NAVAL ORDNANCE DEPOT TANK 117       APPROX.10.1 KM 0022403.6 |
 DL1393| DL1398 NAVAL ORDNANCE DEPOT TANK 115       APPROX. 9.5 KM 0234530.6 |
 DL1393| DL1395 PROFFITT RM A                        24.948 METERS 02442     |
 DL1393| CY7147 PROFFITT RM 1                        27.449 METERS 09444     |
 DL1393| CY7146 PROFFITT AZ MK                                     3162032.7 |
 DL1393| CY6306 PROFFITT RM 2                        27.589 METERS 32817     |
 DL1393| DL1399 NAVAL ORDNANCE DEPOT TANK 116       APPROX. 8.6 KM 3392146.4 |
 DL1393|---------------------------------------------------------------------|
 DL1393
 DL1393                          SUPERSEDED SURVEY CONTROL
 DL1393
 DL1393  NAD 83(1997)-  33 33 42.40639(N)    092 40 56.84896(W) AD(       ) 1
 DL1393  NAD 83(1986)-  33 33 42.40874(N)    092 40 56.84886(W) AD(       ) 1
 DL1393  NAD 27      -  33 33 41.99900(N)    092 40 56.27200(W) AD(       ) 1
 DL1393  NGVD 29 (07/19/86)   39.70   (m)          130.2    (f) LEVELING    3  
 DL1393
 DL1393.Superseded values are not recommended for survey control.
 DL1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1393.See file dsdata.txt to determine how the superseded data were derived.
 DL1393
 DL1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2947413614(NAD 83)
 DL1393_MARKER: DS = TRIANGULATION STATION DISK
 DL1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1393_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1393
 DL1393  HISTORY     - Date     Condition        Report By
 DL1393  HISTORY     - 1952     MONUMENTED       CGS
 DL1393  HISTORY     - 1961     GOOD             USGS
 DL1393  HISTORY     - 1964     GOOD             CGS
 DL1393  HISTORY     - 1965     GOOD             CGS
 DL1393  HISTORY     - 1984     GOOD             NGS
 DL1393
 DL1393                          STATION DESCRIPTION
 DL1393
 DL1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1393'THE STATION IS IN SECTION 30, T 13 S, R 15 W, ABOUT 13 MILES
 DL1393'WEST OF HAMPTON, 8 MILES EAST OF CAMDEN, 170 FEET NORTHEAST
 DL1393'OF A HOUSE AND A STORE, 80 FEET NORTHEAST OF THE CENTER OF
 DL1393'STATE HIGHWAY 4, 24 FEET NORTH OF A CONCRETE RIGHT OF WAY
 DL1393'POST AND 94 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST,
 DL1393'ON PROPERTY OWNED BY J.S. PROFFITT.
 DL1393'
 DL1393'TO REACH THE STATION FROM THE COURTHOUSE IN HAMPTON, GO WEST ON
 DL1393'STATE HIGHWAY 4 FOR 6.8 MILES TO THE FAUSTINA METHODIST CHURCH
 DL1393'ON THE LEFT, CONTINUE WEST ON THE HIGHWAY 4.1 MILES TO THE
 DL1393'LOCUST BAYOU LOOKOUT TOWER ON THE RIGHT, CONTINUE WEST 0.5
 DL1393'MILE TO THE SETTLEMENT OF LOCUST BAYOU, CONTINUE WEST 0.9
 DL1393'MILE TO THE STATION ON THE RIGHT, CONTINUE WESTERLY 0.45 MILE
 DL1393'TO THE AZIMUTH MARK ON THE LEFT.
 DL1393'
 DL1393'STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED PROFFITT
 DL1393'1952.
 DL1393'
 DL1393'REFERENCE MARK 1 IS 145 FEET NORTHEAST OF THE CENTER OF THE
 DL1393'HIGHWAY, 6 FEET SOUTHWEST OF A BOARD FENCE AND 4 FEET SOUTHWEST
 DL1393'OF THE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 DL1393'IS STAMPED PROFFITT NO 1 1952.
 DL1393'
 DL1393'REFERENCE MARK 2 IS 92 FEET NORTHEAST OF THE CENTER OF THE
 DL1393'HIGHWAY, 76 FEET SOUTHWEST OF A FENCE.  THE MARK PROJECTS 2
 DL1393'INCHES AND THE DISK IS STAMPED PROFFITT NO 2 1952.
 DL1393'
 DL1393'THE AZIMUTH MARK IS 62 FEET SOUTHWEST OF THE CENTER OF THE
 DL1393'HIGHWAY 2 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST
 DL1393'AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 DL1393'5 INCHES AND THE DISK IS STAMPED PROFFITT 1952.
 DL1393'
 DL1393'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1393
 DL1393                          STATION RECOVERY (1961)
 DL1393
 DL1393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DL1393'STATION FOUND IN GOOD CONDITION.  LOCATED 0.25 MILE N AND 0.75
 DL1393'W OF LOCUST BAYOU, IN SE 1/4 SEC. 30, T13S, R15W, 170 FEET NE
 DL1393'OF PROFFITT STORE, 80 FEET NE OF CENTER LINE OF ARK. HWY 4,
 DL1393'2.5 FEET HIGHER THAN DRIVEWAY TO HOUSE, 24 FEET N OF CONCRETE
 DL1393'ROW MARKER, SET IN CONCRETE POST, FLUSH WITH GROUND, STANDARD
 DL1393'USC AND GS TABLET STAMPED PROFFITT 1952 AND PAINTED BM 130.4.
 DL1393'
 DL1393'AZIMUTH MARK IS 0.45 MILE NW ALONG ARK. HWY 4 FROM STATION,
 DL1393'62 FEET SW OF CENTER LINE OF HIGHWAY, 70 FEET SE OF CENTER
 DL1393'LINE DRIVEWAY SOUTH TO HOUSE, AND 1.7 FEET LOWER, IN CONCRETE
 DL1393'POST 2 FEET SE OF TELEPHONE POLE (ON MOUND LEFT BY EARTH
 DL1393'REMOVAL), A STANDARD USC AND GS TABLET STAMPED PROFFITT 1952.
 DL1393
 DL1393                          STATION RECOVERY (1964)
 DL1393
 DL1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1393'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 DL1393'STATION MARK IS IN A YARD, ACROSS THE HIGHWAY FROM THE PROFFITT
 DL1393'GROCERY STORE AND ABOUT 115 FEET WEST OF THE WEST CORNER OF
 DL1393'A HOUSE.  THE AZIMUTH MARK IS DIRECTLY IN FRONT OF A GRAY HOUSE
 DL1393'AND IS 2.5 FEET SOUTHEAST OF A TELEPHONE POLE.
 DL1393'
 DL1393'THE STATION IS 0.8 MILE NORTHWEST ALONG STATE HIGHWAY 4 FROM
 DL1393'A SURFACED T-ROAD INTERSECTION AT LOCUST BAYOU.
 DL1393
 DL1393                          STATION RECOVERY (1965)
 DL1393
 DL1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1393'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  A
 DL1393'COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 DL1393'
 DL1393'STATION IS LOCATED ABOUT 8-1/2 MILES EAST OF CAMDEN, 14 MILES WEST OF
 DL1393'HAMPTON, ON PROPERTY WHICH IS OWNED AND OCCUPIED BY A MR. W.H.
 DL1393'HIGGS.  STATION IS IN SECTION 30.  T 13 S.  R 15 W..
 DL1393'
 DL1393'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 DL1393'HIGHWAY 4 WHICH IS ABOUT 4 MILES EAST OF CAMDEN.  GO EAST AND
 DL1393'SOUTHEAST ON STATE HIGHWAY 4 FOR 6.1 MILES TO A FRAME HOUSE AND THE
 DL1393'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 4
 DL1393'FOR 0.45 MILE TO THE STATION MARK ON THE LEFT AND A GRAVELED
 DL1393'DRIVEWAY ON THE LEFT WHICH LEADS TO THE HOME OF MR. HIGGS.
 DL1393'
 DL1393'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 DL1393'MONUMENTS.
 DL1393'
 DL1393'STATION MARK DISK IS STAMPED PROFFITT 1952 AND THE MARK IS FLUSH
 DL1393'WITH THE SURFACE OF THE GROUND.  MARK IS 119.9 FEET WEST OF THE
 DL1393'SOUTHWEST CORNER OF THE HOME OF MR. HIGGS, 79-1/2 FEET NORTHEAST OF
 DL1393'THE CENTER OF STATE HIGHWAY 4, 50 FEET NORTHWEST OF A 24-INCH OAK
 DL1393'TREE WHICH IS IN THE CENTER OF THE GRAVELED DRIVEWAY AND 25.5
 DL1393'FEET SOUTHWEST OF A 14-INCH OAK TREE.
 DL1393'
 DL1393'REFERENCE MARK NUMBER 1 DISK IS STAMPED PROFFITT NO 1 1952 AND THE
 DL1393'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 150-1/2 FEET
 DL1393'NORTHEAST OF THE CENTER OF HIGHWAY 4, 29.3 FEET WEST OF THE
 DL1393'SOUTHWEST CORNER OF MR. HIGGS HOME, 13 FEET SOUTH OF A BOARD FENCE
 DL1393'CORNER AND 11.1 FEET SOUTH OF A POWER POLE.
 DL1393'
 DL1393'REFERENCE MARK DISK NUMBER 2 IS STAMPED PROFFITT NO 2 1952 AND THE
 DL1393'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 91 FEET
 DL1393'NORTHEAST OF THE CENTER OF HIGHWAY 4, 75.8 FEET SOUTHWEST OF A
 DL1393'FENCELINE AND 29.2 FEET EAST-NORTHEAST OF A LONE 6-INCH PINE TREE.
 DL1393'
 DL1393'AZIMUTH MARK DISK IS STAMPED PROFFITT 1952 AND THE MARK PROJECTS
 DL1393'ABOUT 3 INCHES.  MARK IS 65.4 FEET NORTHEAST OF THE NORTHEAST CORNER
 DL1393'OF A FRAME HOUSE, 61-1/2 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 4,
 DL1393'18 FEET NORTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY AND 2.5
 DL1393'FEET EAST-SOUTHEAST OF A TELEPHONE LINE POLE.
 DL1393'
 DL1393'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1393
 DL1393                          STATION RECOVERY (1984)
 DL1393
 DL1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (ARB)
 DL1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1395 ***********************************************************************
 DL1395  DESIGNATION -  PROFFITT RM A
 DL1395  PID         -  DL1395
 DL1395  STATE/COUNTY-  AR/CALHOUN
 DL1395  USGS QUAD   -  EAST CAMDEN (1985)
 DL1395
 DL1395                         *CURRENT SURVEY CONTROL
 DL1395  ___________________________________________________________________
 DL1395* NAD 83(1997)-  33 33 43.13272(N)    092 40 56.45197(W)     ADJUSTED  
 DL1395* NAVD 88     -        39.13   (+/-2cm)     128.4    (feet)  VERTCON   
 DL1395  ___________________________________________________________________
 DL1395  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DL1395  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DL1395
 DL1395  HORZ ORDER  -  FIRST
 DL1395  VERT ORDER  -  THIRD ? (See Below)
 DL1395
 DL1395.The horizontal coordinates were established by classical geodetic methods
 DL1395.and adjusted by the National Geodetic Survey in September 1999..
 DL1395
 DL1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1395.The vertical order pertains to the NGVD 29 superseded value.
 DL1395
 DL1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1395
 DL1395.The geoid height was determined by GEOID03.
 DL1395
 DL1395;                    North         East     Units Scale Factor Converg.
 DL1395;SPC AR S     -   499,512.965   336,643.229   MT  0.99995224   -0 22 54.9
 DL1395;SPC AR S     - 1,638,818.79  1,104,470.33   sFT  0.99995224   -0 22 54.9
 DL1395;UTM  15      - 3,713,636.247   529,484.261   MT  0.99961072   +0 10 32.2
 DL1395
 DL1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1395!SPC AR S     -   0.99999797  x   0.99995224  =   0.99995021
 DL1395!UTM  15      -   0.99999797  x   0.99961072  =   0.99960869
 DL1395
 DL1395:                Primary Azimuth Mark                     Grid Az
 DL1395:SPC AR S     -  LOCUST BAYOU LOT 3 4 AFC                 098 48 11.5
 DL1395:UTM  15      -  LOCUST BAYOU LOT 3 4 AFC                 098 14 44.4
 DL1395
 DL1395|---------------------------------------------------------------------|
 DL1395| PID    Reference Object                     Distance      Geod. Az  |
 DL1395|                                                           dddmmss.s |
 DL1395| DL1392 LOCUST BAYOU LOT 3 4 AFC            APPROX. 2.3 KM 0982516.6 |
 DL1395| DL1391 UNION RM 4                          APPROX.12.9 KM 1023414.2 |
 DL1395| DL1393 PROFFITT                             24.948 METERS 20442     |
 DL1395| DL1409 CAMDEN QUACHITA ELEC RAD MAST       APPROX.14.2 KM 2773103.8 |
 DL1395| DL1408 CAMDEN PALMER MEDIA MW              APPROX.13.9 KM 2813417.3 |
 DL1395|---------------------------------------------------------------------|
 DL1395
 DL1395                          SUPERSEDED SURVEY CONTROL
 DL1395
 DL1395  NAD 83(1997)-  33 33 43.14202(N)    092 40 56.44471(W) AD(       ) 1
 DL1395  NAD 83(1986)-  33 33 43.14434(N)    092 40 56.44463(W) AD(       ) 1
 DL1395  NAD 27      -  33 33 42.73465(N)    092 40 55.86778(W) AD(       ) 1
 DL1395  NGVD 29 (07/19/86)   39.17   (m)          128.5    (f) LEVELING    3  
 DL1395
 DL1395.Superseded values are not recommended for survey control.
 DL1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1395.See file dsdata.txt to determine how the superseded data were derived.
 DL1395
 DL1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2948413636(NAD 83)
 DL1395_MARKER: DS = TRIANGULATION STATION DISK
 DL1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1395+STABILITY: SURFACE MOTION
 DL1395
 DL1395  HISTORY     - Date     Condition        Report By
 DL1395  HISTORY     - 1965     MONUMENTED       CGS
 DL1395
 DL1395                          STATION DESCRIPTION
 DL1395
 DL1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1395'STATION IS LOCATED ABOUT 8-1/2 MILES EAST OF CAMDEN,
 DL1395'14 MILES WEST OF HAMPTON, ON PROPERTY WHICH IS OWNED AND
 DL1395'OCCUPIED BY MR. W.H. HIGGS.  THE STATION IS IN SECTION 30,
 DL1395'T. 13 S., R15 W.  IT IS 153 FEET NORTHEAST OF THE CENTERLINE
 DL1395'OF HIGHWAY, 108 FEET WEST OF THE SOUTHWEST CORNER OF HOUSE,
 DL1395'45-1/2 FEET SOUTHWEST OF A 30 INCH OAK TREE AND
 DL1395'9-1/2 FEET SOUTHWEST OF FENCELINE.  STATION IS MARKED BY
 DL1395'A STANDARD TRIANGULATION STATION DISK THAT IS CEMENTED IN THE
 DL1395'TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH
 DL1395'WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED PROFFITT
 DL1395'RM A
 DL1395'
 DL1395'IT IS NEAR THE SAME LOCATION AS TRIANGULATION STATION
 DL1395'PROFFITT 1952.
 DL1395'
 DL1395'OBSERVATIONS WERE TAKEN FROM A 116 FOOT STEEL TOWER.
 DL1395'
 DL1395'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DL1395'PROFFITT 1952 AND THE DISTANCE IS 24.949 METERS OR
 DL1395'81.85 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2702 ***********************************************************************
 FE2702  DESIGNATION -  PROMISED
 FE2702  PID         -  FE2702
 FE2702  STATE/COUNTY-  AR/MISSISSIPPI
 FE2702  USGS QUAD   -  ROSA (1983)
 FE2702
 FE2702                         *CURRENT SURVEY CONTROL
 FE2702  ___________________________________________________________________
 FE2702* NAD 83(1997)-  35 49 54.78533(N)    089 49 59.91240(W)     ADJUSTED  
 FE2702* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 FE2702  ___________________________________________________________________
 FE2702  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 FE2702  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2702
 FE2702  HORZ ORDER  -  FIRST
 FE2702
 FE2702.The horizontal coordinates were established by classical geodetic methods
 FE2702.and adjusted by the National Geodetic Survey in September 1999..
 FE2702
 FE2702.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2702
 FE2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2702
 FE2702.The geoid height was determined by GEOID03.
 FE2702
 FE2702;                    North         East     Units Scale Factor Converg.
 FE2702;SPC AR N     -   168,406.595   595,744.121   MT  0.99994524   +1 15 38.9
 FE2702;SPC AR N     -   552,513.97  1,954,537.17   sFT  0.99994524   +1 15 38.9
 FE2702;UTM  16      - 3,969,008.530   244,066.625   MT  1.00040721   -1 39 34.4
 FE2702
 FE2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2702!SPC AR N     -   0.99999124  x   0.99994524  =   0.99993648
 FE2702!UTM  16      -   0.99999124  x   1.00040721  =   1.00039844
 FE2702
 FE2702|---------------------------------------------------------------------|
 FE2702| PID    Reference Object                     Distance      Geod. Az  |
 FE2702|                                                           dddmmss.s |
 FE2702| FE2701 PROMISED RM 1                        21.856 METERS 00914     |
 FE2702| FE2700 PROMISED AZ MK                      APPROX. 0.8 KM 0091452.2 |
 FE2702| CG4102 PROMISED RM 2                        22.797 METERS 18920     |
 FE2702|---------------------------------------------------------------------|
 FE2702
 FE2702                          SUPERSEDED SURVEY CONTROL
 FE2702
 FE2702  NAD 83(1997)-  35 49 54.78688(N)    089 49 59.91271(W) AD(       ) 1
 FE2702  NAD 83(1997)-  35 49 54.79546(N)    089 49 59.91292(W) AD(       ) 1
 FE2702  NAD 83(1986)-  35 49 54.79621(N)    089 49 59.91158(W) AD(       ) 1
 FE2702  NAD 27      -  35 49 54.52585(N)    089 49 59.60852(W) AD(       ) 1
 FE2702  NGVD 29 (07/19/86)   83.6    (m)          274.     (f) VERT ANG       
 FE2702
 FE2702.Superseded values are not recommended for survey control.
 FE2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2702.See file dsdata.txt to determine how the superseded data were derived.
 FE2702
 FE2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4406769009(NAD 83)
 FE2702_MARKER: DD = SURVEY DISK
 FE2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2702+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 FE2702
 FE2702  HISTORY     - Date     Condition        Report By
 FE2702  HISTORY     - 1977     MONUMENTED       NGS
 FE2702  HISTORY     - 1979     GOOD             NGS
 FE2702  HISTORY     - 20050427 GOOD             USACE
 FE2702
 FE2702                          STATION DESCRIPTION
 FE2702
 FE2702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2702'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF
 FE2702'BLYTHEVILLE, 7-1/2 MILES NORTHEAST OF LUXORA, 7 MILES
 FE2702'EAST-NORTHEAST OF BURDETTE, IN THE SOUTHWEST 1/4 SECTION
 FE2702'17, R12E, T14N, ON TOP OF THE LEVEE.
 FE2702'
 FE2702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FE2702'INTERSTATE HIGHWAY 55, ABOUT 2 MILES SOUTH OF BLYTHEVILLE,
 FE2702'GO SOUTH ON U.S. HIGHWAY 61 FOR 7.2 MILES TO THE JUNCTION WITH
 FE2702'STATE HIGHWAY 120 ON THE LEFT.  TURN LEFT AND GO NORTHEAST
 FE2702'ON STATE HIGHWAY 120 FOR 7 MILES TO THE TOP OF THE LEVEE.
 FE2702'TURN LEFT, PASSING THROUGH THE GATE, AND GO NORTH ALONG THE
 FE2702'TOP OF THE LEVEE FOR 1.9 MILES TO A GATE.  PASS THROUGH GATE
 FE2702'AND CONTINUE NORTH ALONG THE TOP OF THE LEVEE FOR 0.35 MILE
 FE2702'TO BM X 213 ON THE LEFT.  CONTINUE AHEAD, NORTH, ON THE LEVEE
 FE2702'ROAD FOR 0.2 MILE TO A GATE.  PASS THROUGH AND CONTINUE
 FE2702'NORTH ON LEVEE ROAD FOR 0.35 MILE TO THE STATION ON THE
 FE2702'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 FE2702'CONTINUE NORTH ON THE LEVEE ROAD FOR 0.4 MILE TO THE MARK ON
 FE2702'THE LEFT.
 FE2702'
 FE2702'THE STATION MARKS STAMPED---PROMISED 1977---, ARE STANDARD
 FE2702'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 FE2702'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 FE2702'61 FEET EAST-NORTHEAST OF A TRACK ROAD, 14 FEET WEST OF CENTER
 FE2702'OF THE LEVEE ROAD AND 4 FEET SOUTHEAST OF A METAL WITNESS
 FE2702'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 FE2702'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 FE2702'
 FE2702'REFERENCE MARK 1 STAMPED---PROMISED NO 1 1977---, IS SET IN
 FE2702'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 FE2702'WITH THE GROUND SURFACE. IT IS 9 FEET WEST OF CENTER OF THE
 FE2702'LEVEE ROAD AND 1.4 FEET NORTHEAST OF A METAL WITNESS POST.
 FE2702'
 FE2702'REFERENCE MARK 2, STAMPED---PROMISED NO 2 1977---, IS A
 FE2702'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FE2702'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23
 FE2702'FEET WEST OF CENTER OF THE LEVEE ROAD, 20 FEET NORTHEAST OF
 FE2702'A DIM TRACK ROAD AND 3.5 FEET NORTH OF A METAL WITNESS POST.
 FE2702'
 FE2702'AZIMUTH MARK, STAMPED---PROMISED 1977---, IS A STANDARD DISK
 FE2702'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 FE2702'FLUSH WITH THE GROUND SURFACE.  IT IS 28 FEET EAST OF CENTER OF
 FE2702'THE LEVEE ROAD AND 1.4 FEET WEST OF A METAL WITNESS POST.
 FE2702'
 FE2702'BM X 213, STAMPED---X 213 1976---, IS A STANDARD
 FE2702'BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD
 FE2702'THAT IS 2 INCHES BELOW THE GROUND SURFACE AND IS
 FE2702'SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS
 FE2702'18 FEET WEST-SOUTHWEST OF CENTER OF THE LEVEE ROAD, 2
 FE2702'FEET SOUTH OF CONCRETE MILEPOST 64/65 AND 1 FOOT
 FE2702'NORTH-NORTHWEST OF A METAL WITNESS POST.
 FE2702'
 FE2702'A 1/2-INCH DIAMETER RE-ENFORCEMENT ROD WAS SET AT THE
 FE2702'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK.
 FE2702'HEIGHT OF LIGHT ABOVE THE MARK WAS 30.3 METERS.
 FE2702
 FE2702                          STATION RECOVERY (1979)
 FE2702
 FE2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2702'THE STATION MARK AND REFERENCE NO 1 AND NO 2 AND AZIMUTH MARK WAS
 FE2702'FOUND IN GOOD CONDITION.  THE DIRECTION TO ALL MARKS CHECK THE
 FE2702'OLD DATA.  NO OLD DISTANCE WAS AVAILABLE AT THIS TIME.
 FE2702'
 FE2702'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF BLYTHEVILLE,
 FE2702'7.5 MILES NORTHEAST OF LUXORA.  ON TOP OF THE MAIN LEVEE, ON WEST
 FE2702'BANK OF MISSISSIPPI RIVER.
 FE2702'
 FE2702'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND
 FE2702'INTERSTATE HIGHWAY 55 ABOUT 2 MILES SOUTH OF BLYTHEVILLE.  GO
 FE2702'SOUTH ON US HIGHWAY 61 FOR 7.2 MILES TO THE JUNCTION OF STATE
 FE2702'ROUTE 120 ON LEFT.  TURN LEFT AND GO EAST NORTH AND EAST ON STATE
 FE2702'ROUTE 120 FOR 7.0 MILES TO THE TOP OF THE LEVEE.  TURN LEFT AND
 FE2702'PASS THROUGH LOCKED BOARD GATE AND GO NORTH ALONG TOP OF LEVEE
 FE2702'FOR 1.9 MILES TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE
 FE2702'NORTH ALONG TOP OF LEVEE FOR 0.35 MILE TO BENCH MARK X 213 ON THE
 FE2702'LEFT.  CONTINUE NORTH ON LEVEE FOR 0.2 MILE TO A BOARD GATE.
 FE2702'PASS THROUGH GATE AND CONTINUE NORTH ON LEVEE FOR 0.35 MILE TO
 FE2702'THE STATION ON THE LEFT.
 FE2702'
 FE2702'THE STATION IS A STANDARD NGS DISK
 FE2702'STAMPED---PROMISED 1977---,
 FE2702'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 FE2702'FLUSH WITH GROUND.  IT IS LOCATED
 FE2702'4.0 METERS WEST FROM THE CENTERLINE OF THE LEVEE AND
 FE2702'1.6 METERS SOUTH-SOUTHEAST FROM THE METAL WITNESS POST.
 FE2702'
 FE2702'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 FE2702'STAMPED---PROMISED NO 1 1977---,
 FE2702'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 FE2702'FLUSH WITH GROUND.  IT IS LOCATED
 FE2702'2.8 METERS WEST FROM THE CENTERLINE OF LEVEE AND
 FE2702'0.55 METER SOUTHWEST FROM THE METAL WITNESS POST.
 FE2702'MARK IS BELOW STATION 0.5 METER.
 FE2702'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 FE2702'STAMPED---PROMISED NO 2 1977---,
 FE2702'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 FE2702'FLUSH WITH GROUND.  IT IS LOCATED
 FE2702'6.7 METERS WEST FROM THE CENTERLINE OF THE LEVEE AND
 FE2702'1.0 METERS NORTH FROM THE METAL WITNESS POST.
 FE2702'MARK IS LEVEL WITH STATION.
 FE2702'
 FE2702'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 FE2702'STAMPED---PROMISED 1977---,
 FE2702'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 FE2702'FLUSH WITH GROUND.  IT IS LOCATED
 FE2702'8.2 METERS WEST FROM THE CENTERLINE OF THE LEVEE AND
 FE2702'0.3 METER WEST FROM THE METAL WITNESS POST.
 FE2702'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG TOP OF
 FE2702'THE LEVEE FOR 0.45 MILE TO THE MARK ON LEFT.
 FE2702'
 FE2702'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO LONG TAPE.
 FE2702'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 14.1 METERS.
 FE2702
 FE2702                          STATION RECOVERY (2005)
 FE2702
 FE2702'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2700 ***********************************************************************
 FE2700  DESIGNATION -  PROMISED AZ MK
 FE2700  PID         -  FE2700
 FE2700  STATE/COUNTY-  AR/MISSISSIPPI
 FE2700  USGS QUAD   -  ROSA (1983)
 FE2700
 FE2700                         *CURRENT SURVEY CONTROL
 FE2700  ___________________________________________________________________
 FE2700* NAD 83(1997)-  35 50 19.41022(N)    089 49 54.98833(W)     ADJUSTED  
 FE2700* NAVD 88     -        83.0    (meters)     272.     (feet)  VERTCON   
 FE2700  ___________________________________________________________________
 FE2700  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FE2700  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE2700
 FE2700  HORZ ORDER  -  SECOND
 FE2700
 FE2700.The horizontal coordinates were established by classical geodetic methods
 FE2700.and adjusted by the National Geodetic Survey in September 1999..
 FE2700
 FE2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2700
 FE2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2700
 FE2700.The geoid height was determined by GEOID03.
 FE2700
 FE2700;                    North         East     Units Scale Factor Converg.
 FE2700;SPC AR N     -   169,168.056   595,850.962   MT  0.99994577   +1 15 41.7
 FE2700;SPC AR N     -   555,012.20  1,954,887.70   sFT  0.99994577   +1 15 41.7
 FE2700;UTM  16      - 3,969,763.907   244,212.191   MT  1.00040629   -1 39 32.5
 FE2700
 FE2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2700!SPC AR N     -   0.99999135  x   0.99994577  =   0.99993712
 FE2700!UTM  16      -   0.99999135  x   1.00040629  =   1.00039763
 FE2700
 FE2700                          SUPERSEDED SURVEY CONTROL
 FE2700
 FE2700  NAD 83(1997)-  35 50 19.41178(N)    089 49 54.98877(W) AD(       ) 2
 FE2700  NAD 83(1997)-  35 50 19.42036(N)    089 49 54.98895(W) AD(       ) 2
 FE2700  NAD 83(1986)-  35 50 19.42109(N)    089 49 54.98763(W) AD(       ) 2
 FE2700  NAD 27      -  35 50 19.15147(N)    089 49 54.68527(W) AD(       ) 2
 FE2700  NGVD 29 (07/19/86)   82.9    (m)          272.     (f) VERT ANG       
 FE2700
 FE2700.Superseded values are not recommended for survey control.
 FE2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2700.See file dsdata.txt to determine how the superseded data were derived.
 FE2700
 FE2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4421269764(NAD 83)
 FE2700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2700+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 FE2700
 FE2700  HISTORY     - Date     Condition        Report By
 FE2700  HISTORY     - 1977     MONUMENTED       NGS
 FE2700  HISTORY     - 1979     GOOD             NGS
 FE2700  HISTORY     - 20050427 GOOD             USACE
 FE2700
 FE2700                          STATION DESCRIPTION
 FE2700
 FE2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2700'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FE2700'THE STATION IS LOCATED ABOUT 12.8 KM NORTHEAST OF LUXORA,
 FE2700'12.1 KM SOUTHEAST OF BLYTHEVILLE, AND ATOP THE MAIN LEVEE
 FE2700'ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION
 FE2700'TO USE THE STATION WAS OBTAINED FROM MR. BURRELL B. FAIR,
 FE2700'CHIEF ENGINEER FOR THE ST FRANCIS LEVEE DISTRICT,
 FE2700'P.O. BOX 308, WEST MEMPHIS, AR 72301.
 FE2700'TELEPHONE NUMBER 501-735-1062.
 FE2700'
 FE2700'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 55
 FE2700'AND U.S. HIGHWAY 61, ABOUT 3.2 KM (2.0 MI) SOUTH OF
 FE2700'BLYTHEVILLE, GO SOUTH ON U.S. HIGHWAY 61 FOR 11.6 KM
 FE2700'(7.2 MI) TO THE JUNCTION OF STATE HIGHWAY 120 ON THE LEFT.
 FE2700'TURN LEFT AND GO EAST, NORTH, AND EAST ON STATE HIGHWAY 120
 FE2700'FOR 11.3 KM (7.0 MI) TO THE TOP OF A LEVEE.  TURN LEFT
 FE2700'AND GO NORTH ON THE LEVEE ROAD FOR 5.2 KM (3.25 MI) TO THE
 FE2700'STATION ON THE LEFT.
 FE2700'
 FE2700'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FE2700'STAMPED---PROMISED 1977---,
 FE2700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 FE2700'FLUSH WITH GROUND.  IT IS LOCATED
 FE2700'8.2 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 FE2700'0.3 METER WEST FROM A METAL WITNESS POST.
 FE2700'
 FE2700'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FE2700
 FE2700                          STATION RECOVERY (2005)
 FE2700
 FE2700'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE2700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1846 ***********************************************************************
 FF1846  DESIGNATION -  PROVIDENCE
 FF1846  PID         -  FF1846
 FF1846  STATE/COUNTY-  AR/WHITE
 FF1846  USGS QUAD   -  JUDSONIA (1994)
 FF1846
 FF1846                         *CURRENT SURVEY CONTROL
 FF1846  ___________________________________________________________________
 FF1846* NAD 83(1997)-  35 22 13.58531(N)    091 39 51.56357(W)     ADJUSTED  
 FF1846* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FF1846  ___________________________________________________________________
 FF1846  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FF1846  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1846
 FF1846  HORZ ORDER  -  SECOND
 FF1846
 FF1846.The horizontal coordinates were established by classical geodetic methods
 FF1846.and adjusted by the National Geodetic Survey in September 1999..
 FF1846
 FF1846.The orthometric height was scaled from a topographic map.
 FF1846
 FF1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1846
 FF1846.The geoid height was determined by GEOID03.
 FF1846
 FF1846;                    North         East     Units Scale Factor Converg.
 FF1846;SPC AR N     -   115,109.952   430,502.775   MT  0.99994286   +0 11 43.2
 FF1846;SPC AR N     -   377,656.57  1,412,407.85   sFT  0.99994286   +0 11 43.2
 FF1846;UTM  15      - 3,914,943.504   621,334.530   MT  0.99978143   +0 46 23.8
 FF1846
 FF1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1846!SPC AR N     -   0.99997822  x   0.99994286  =   0.99992108
 FF1846!UTM  15      -   0.99997822  x   0.99978143  =   0.99975965
 FF1846
 FF1846|---------------------------------------------------------------------|
 FF1846| PID    Reference Object                     Distance      Geod. Az  |
 FF1846|                                                           dddmmss.s |
 FF1846| CI2091 PROVIDENCE RM 3                      13.533 METERS 00014     |
 FF1846| FF1837 VELVET RIDGE ST FOR SERV LOT        APPROX.10.7 KM 0701301.8 |
 FF1846| CI2088 PROVIDENCE AZ MK                                   1010947.0 |
 FF1846| CI2089 PROVIDENCE RM 1                      14.156 METERS 16614     |
 FF1846| FF1855 SEARCY RADIO STATION KWCB MAST      APPROX.13.6 KM 1884530.2 |
 FF1846| FF1858 SEARCY NAT GAS P L AMERICA TWR      APPROX.20.6 KM 2083546.1 |
 FF1846| CI2064 PROVIDENCE PP CHURCH S GABLE                       29159     |
 FF1846| CI2090 PROVIDENCE RM 2                      23.117 METERS 29519     |
 FF1846|---------------------------------------------------------------------|
 FF1846
 FF1846                          SUPERSEDED SURVEY CONTROL
 FF1846
 FF1846  NAD 83(1986)-  35 22 13.59642(N)    091 39 51.56339(W) AD(       ) 2
 FF1846  NAD 27      -  35 22 13.29960(N)    091 39 51.07160(W) AD(       ) 2
 FF1846
 FF1846.Superseded values are not recommended for survey control.
 FF1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1846.See file dsdata.txt to determine how the superseded data were derived.
 FF1846
 FF1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2133514944(NAD 83)
 FF1846_MARKER: DS = TRIANGULATION STATION DISK
 FF1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1846
 FF1846  HISTORY     - Date     Condition        Report By
 FF1846  HISTORY     - 1954     MONUMENTED       CGS
 FF1846  HISTORY     - 1962     GOOD             CGS
 FF1846  HISTORY     - 1967     GOOD             CGS
 FF1846
 FF1846                          STATION DESCRIPTION
 FF1846
 FF1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1846'THE STATION IS IN SECTION 29, T 9 N, R 6 W, ABOUT 7 MILES
 FF1846'NORTHWEST OF BALD KNOB, 0.7 MILE EAST OF PROVIDENCE, 71 FEET
 FF1846'NORTH OF THE CENTER OF A GRAVELED ROAD AND 21 FEET SOUTH-SOUTHEAST
 FF1846'OF THE SOUTHEAST CORNER OF THE PROVIDENCE BAPTIST CHURCH.
 FF1846'
 FF1846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 67
 FF1846'AND STATE HIGHWAY 157 AT THE NORTHEAST EDGE OF JUDSONIA, GO
 FF1846'NORTHWEST ON STATE HIGHWAY 157 FOR 4.3 MILES TO A CROSS ROAD AT
 FF1846'THE PLAINVIEW SCHOOL, TURN RIGHT AND CONTINUE ON THE HIGHWAY
 FF1846'FOR 4.0 MILES TO A CROSS ROAD IN PROVIDENCE, TURN RIGHT AND
 FF1846'GO EAST ON A GRAVEL ROAD FOR 0.7 MILE TO THE CHURCH AND
 FF1846'STATION ON THE LEFT, CONTINUE EAST ON THE GRAVEL ROAD FOR 0.25
 FF1846'MILE TO A T-INTERSECTION, TURN RIGHT FOR 0.1 MILE TO THE
 FF1846'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FF1846'
 FF1846'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1846'PROVIDENCE 1954.
 FF1846'
 FF1846'REFERENCE MARK 1 IS 15 FEET NORTH OF THE CENTER OF THE GRAVEL
 FF1846'ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 FF1846'PROVIDENCE NO 1 1954.
 FF1846'
 FF1846'REFERENCE MARK 2 IS 2 FEET SOUTH OF THE SOUTHEAST CORNER OF
 FF1846'THE CHURCH.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 FF1846'PROVIDENCE NO 2 1954.
 FF1846'
 FF1846'THE AZIMUTH MARK IS 250 FEET SOUTH OF A T-INTERSECTION, 17
 FF1846'FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTH OF A
 FF1846'4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES
 FF1846'AND THE DISK IS STAMPED PROVIDENCE 1954.
 FF1846'
 FF1846'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FF1846
 FF1846                          STATION RECOVERY (1962)
 FF1846
 FF1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1846'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FF1846'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 FF1846'TO THE REFERENCE MARKS WERE VERIFIED.
 FF1846'
 FF1846'THE AZIMUTH MARK WAS RECOVERED, HOWEVER, THE MARK HAS BEEN
 FF1846'BADLY CHIPPED ON ALL SIDES AND ALTHOUGH THE MARK SEEMS TO BE
 FF1846'SOLID, THE DIRECTION MISSED THE PREVIOUS DIRECTION BY 2 MINUTES
 FF1846'14.2 SECONDS.  THE MARK IS ON THE EAST BANK OF A ROAD
 FF1846'RIGHT-OF-WAY, BETWEEN THE ROAD AND A PLOWED FIELD AND HAS
 FF1846'PROBABLY BEEN STRUCK BY ROAD OR FARM MACHINERY.
 FF1846'
 FF1846'THE STATION MARK IS 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FF1846'THE CHURCH, INSTEAD OF 21 FEET SOUTH-SOUTHEAST AS PREVIOUSLY
 FF1846'STATED.
 FF1846'
 FF1846'A COMPLETE NEW DESCRIPTION FOLLOWS-
 FF1846'
 FF1846'THE STATION IS APPROXIMATELY 7 MILES NORTHWEST OF BALD KNOB,
 FF1846'0.6 MILE EAST OF PROVIDENCE, IN THE SOUTHEAST CORNER OF THE
 FF1846'YARD OF THE PROVIDENCE MISSIONARY BAPTIST CHURCH.  PERMISSION FROM
 FF1846'MR. CARL MOORE.
 FF1846'
 FF1846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67, 64,
 FF1846'167 AND STATE HIGHWAY 157 IN NORTHEAST JUDSONIA, GO NORTH ON
 FF1846'HIGHWAY 157 FOR 4.3 MILES TO A CROSSROAD.  TURN RIGHT AND
 FF1846'CONTINUE NORTH ON HIGHWAY 157 FOR 3.8 MILES TO A CROSSROAD IN
 FF1846'PROVIDENCE.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD 0.6
 FF1846'MILE TO THE CHURCH AND THE STATION ON THE LEFT.
 FF1846'
 FF1846'STATION MARK IS A STANDARD DISK STAMPED PROVIDENCE 1954,
 FF1846'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 FF1846'75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 62 FEET
 FF1846'NORTH OF THE CENTER OF THE GRAVELED ROAD, 20 FEET EAST OF THE
 FF1846'CENTER OF THE EAST DRIVEWAY WHICH LEADS TO THE CHURCH AND 1.5
 FF1846'FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 FF1846'DISK WAS NOT INSPECTED.
 FF1846'
 FF1846'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PROVIDENCE NO 1
 FF1846'1954, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 FF1846'IT IS 34 FEET EAST OF THE CENTER OF THE EAST DRIVEWAY AND 17 FEET
 FF1846'NORTH OF THE CENTER OF THE GRAVELED ROAD.
 FF1846'
 FF1846'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PROVIDENCE NO 2
 FF1846'1954, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 FF1846'IT IS 2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH.
 FF1846'
 FF1846'AZIMUTH MARK IS A STANDARD DISK STAMPED PROVIDENCE 1954, SET IN
 FF1846'A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 85.5 FEET
 FF1846'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 21.5 FEET NORTH OF A
 FF1846'TELEPHONE POLE, 20 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND
 FF1846'1.3 FEET NORTH OF A METAL WITNESS POST.
 FF1846'
 FF1846'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 FF1846'GRAVELED ROAD 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH
 FF1846'ON A GRAVELED ROAD 0.05 MILE TO THE MARK ON THE LEFT.  NOTE-
 FF1846'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FF1846'
 FF1846'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FF1846
 FF1846                          STATION RECOVERY (1967)
 FF1846
 FF1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1846'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 FF1846'CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 FF1846'DESTROYED AND THE DISK RECOVERED.  THERE ARE NO INTERSECTION
 FF1846'STATIONS VISIBLE FROM THE GROUND.  REFERENCE MARK 3 WAS
 FF1846'ESTABLISHED AND FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1846'
 FF1846'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF JUDSONIA, 7
 FF1846'MILES NORTHWEST OF BALD KNOB, 0.6 MILE EAST OF THE VILLAGE
 FF1846'OF PROVIDENCE AND ON PROPERTY OWNED BY THE PROVIDENCE MISSIONARY
 FF1846'BAPTIST CHURCH.
 FF1846'
 FF1846'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 157 AND 258 ABOUT
 FF1846'7 MILES NORTH OF JUDSONIA, GO NORTH OF STATE HIGHWAY 157 FOR 1.1
 FF1846'MILES TO A CROSSROAD IN THE VILLAGE OF PROVIDENCE.  TURN RIGHT
 FF1846'AND GO EAST ON GRADED ROAD FOR 0.6 MILE TO THE PROVIDENCE
 FF1846'MISSIONARY BAPTIST CHURCH AND STATION ON THE LEFT.
 FF1846'
 FF1846'STATION MARK IS A STANDARD DISK, STAMPED PROVIDENCE 1954, SET
 FF1846'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 FF1846'SURFACE.  IT IS 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FF1846'THE CHURCH, 62 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 FF1846'45 FEET NORTH OF A FENCE CORNER, 20 FEET EAST OF THE CENTER OF
 FF1846'THE EAST DRIVEWAY LEADING TO THE CHURCH, 1.5 FEET SOUTH OF A
 FF1846'METAL WITNESS POST AND 0.5 FEET WEST OF A FENCE.
 FF1846'
 FF1846'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PROVIDENCE NO 2
 FF1846'1954, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4
 FF1846'INCHES.  IT IS 95 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 FF1846'13 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE TO THE CHURCH
 FF1846'AND 2.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH.
 FF1846'
 FF1846'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PROVIDENCE NO 3
 FF1846'1954, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4
 FF1846'INCHES.  IT IS 107 FEET NORTH OF THE CENTER OF THE GRADED
 FF1846'ROAD, 99 FEET NORTH OF THE FENCE CORNER, 67 FEET EAST OF THE
 FF1846'SOUTHEAST CORNER OF THE CHURCH, 2 FEET WEST OF THE FENCE AND
 FF1846'1 FOOT SOUTH OF A METAL WITNESS POST.
 FF1846'
 FF1846'PROVIDENCE 1954 TO R.M. 2 = PLUS 0.2495 FEET.
 FF1846'
 FF1846'PROVIDENCE 1954 TO R.M. 3 = PLUS 1.6765 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1168 ***********************************************************************
 DM1168  DESIGNATION -  PROVO
 DM1168  PID         -  DM1168
 DM1168  STATE/COUNTY-  AR/SEVIER
 DM1168  USGS QUAD   -  LOCKESBURG (1978)
 DM1168
 DM1168                         *CURRENT SURVEY CONTROL
 DM1168  ___________________________________________________________________
 DM1168* NAD 83(1997)-  33 59 38.64935(N)    094 08 19.85357(W)     ADJUSTED  
 DM1168* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 DM1168  ___________________________________________________________________
 DM1168  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DM1168  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DM1168
 DM1168  HORZ ORDER  -  SECOND
 DM1168
 DM1168.The horizontal coordinates were established by classical geodetic methods
 DM1168.and adjusted by the National Geodetic Survey in September 1999..
 DM1168
 DM1168.The orthometric height was scaled from a topographic map.
 DM1168
 DM1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1168
 DM1168.The geoid height was determined by GEOID03.
 DM1168
 DM1168;                    North         East     Units Scale Factor Converg.
 DM1168;SPC AR S     -   549,289.113   202,419.672   MT  0.99991872   -1 11 49.5
 DM1168;SPC AR S     - 1,802,126.03    664,105.21   sFT  0.99991872   -1 11 49.5
 DM1168;UTM  15      - 3,762,082.878   394,819.910   MT  0.99973637   -0 38 12.5
 DM1168
 DM1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1168!SPC AR S     -   0.99998078  x   0.99991872  =   0.99989950
 DM1168!UTM  15      -   0.99998078  x   0.99973637  =   0.99971715
 DM1168
 DM1168|---------------------------------------------------------------------|
 DM1168| PID    Reference Object                     Distance      Geod. Az  |
 DM1168|                                                           dddmmss.s |
 DM1168| CX6121 PROVO RM 1                           26.402 METERS 01525     |
 DM1168| CX6122 PROVO RM 2                           28.755 METERS 10659     |
 DM1168| CX6120 PROVO AZ MK                                        1823729.5 |
 DM1168| DM1170 LOCKESBURG MUNICIPAL TANK           APPROX. 3.8 KM 2224535.3 |
 DM1168| EK0869 BETHEL LOOKOUT TOWER                APPROX. 3.8 KM 3232429.5 |
 DM1168|---------------------------------------------------------------------|
 DM1168
 DM1168                          SUPERSEDED SURVEY CONTROL
 DM1168
 DM1168  NAD 83(1997)-  33 59 38.65421(N)    094 08 19.85061(W) AD(       ) 2
 DM1168  NAD 83(1997)-  33 59 38.65415(N)    094 08 19.85048(W) AD(       ) 2
 DM1168  NAD 83(1986)-  33 59 38.65733(N)    094 08 19.84585(W) AD(       ) 2
 DM1168  NAD 27      -  33 59 38.24230(N)    094 08 19.13420(W) AD(       ) 2
 DM1168
 DM1168.Superseded values are not recommended for survey control.
 DM1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1168.See file dsdata.txt to determine how the superseded data were derived.
 DM1168
 DM1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9482062083(NAD 83)
 DM1168_MARKER: DS = TRIANGULATION STATION DISK
 DM1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1168_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1168
 DM1168  HISTORY     - Date     Condition        Report By
 DM1168  HISTORY     - 1951     MONUMENTED       CGS
 DM1168  HISTORY     - 1962     GOOD             CGS
 DM1168
 DM1168                          STATION DESCRIPTION
 DM1168
 DM1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1168'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF LOCKESBURG,
 DM1168'IN A SMALL CLEARING, AND 50 FEET EAST OF THE CENTER OF A DIRT
 DM1168'ROAD.
 DM1168'
 DM1168'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 DM1168'STATE HIGHWAY 24, GO NORTHERLY ON U.S. HIGHWAY 71 FOR 0.3 MILE TO
 DM1168'A CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO A
 DM1168'CROSSROADS.  TURN LEFT AND GO NORTHERLY FOR 1.55 MILES
 DM1168'TO A FORK.  TAKE RIGHT FORK AND GO NORTHERLY ON MAIN ROAD
 DM1168'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DM1168'STRAIGHT AHEAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 DM1168'
 DM1168'THE STATION MARK PROJECTS ABOUT 1 INCH, AND THE DISK IS
 DM1168'STAMPED PROVO 1951.
 DM1168'
 DM1168'REFERENCE MARK NO. 1 PROJECTS ABOUT 8 INCHES, AND THE DISK
 DM1168'IS STAMPED PROVO NO 1 1951.
 DM1168'
 DM1168'REFERENCE MARK NO. 2 PROJECTS ABOUT 2 INCHES, AND THE DISK IS
 DM1168'STAMPED PROVO NO 2 1951.
 DM1168'
 DM1168'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF THE DIRT ROAD,
 DM1168'12 FEET SOUTHWEST OF A POWER POLE, AND 5 FEET EAST OF A
 DM1168'WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES, AND THE
 DM1168'DISK IS STAMPED PROVO 1951.
 DM1168'
 DM1168'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DM1168'CONCRETE CYLINDERS.
 DM1168'
 DM1168'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1168
 DM1168                          STATION RECOVERY (1962)
 DM1168
 DM1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DM1168'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 DM1168'GOOD CONDITION.  THE STATION IS ON THE EAST SIDE OF A SURFACED
 DM1168'ROAD, ABOUT 100 FEET SOUTH OF A FORK AND POINT WHERE ROAD
 DM1168'BEARS RIGHT AND IT IS 9 FEET NORTH OF THE CENTERLINE OF A
 DM1168'WOODS ROAD LEADING EAST.
 DM1168'
 DM1168'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DM1168'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0811 ***********************************************************************
 GF0811  DESIGNATION -  PRUITT
 GF0811  PID         -  GF0811
 GF0811  STATE/COUNTY-  AR/NEWTON
 GF0811  USGS QUAD   -  JASPER (1975)
 GF0811
 GF0811                         *CURRENT SURVEY CONTROL
 GF0811  ___________________________________________________________________
 GF0811* NAD 83(1997)-  36 02 57.12203(N)    093 08 57.86572(W)     ADJUSTED  
 GF0811* NAVD 88     -       355.89   (+/-2cm)    1167.6    (feet)  VERTCON   
 GF0811  ___________________________________________________________________
 GF0811  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 GF0811  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0811
 GF0811  HORZ ORDER  -  SECOND
 GF0811  VERT ORDER  -  THIRD ? (See Below)
 GF0811
 GF0811.The horizontal coordinates were established by classical geodetic methods
 GF0811.and adjusted by the National Geodetic Survey in September 1999..
 GF0811
 GF0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0811.The vertical order pertains to the NGVD 29 superseded value.
 GF0811
 GF0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0811
 GF0811.The geoid height was determined by GEOID03.
 GF0811
 GF0811;                    North         East     Units Scale Factor Converg.
 GF0811;SPC AR N     -   190,969.149   296,435.210   MT  0.99996878   -0 40 07.8
 GF0811;SPC AR N     -   626,537.95    972,554.52   sFT  0.99996878   -0 40 07.8
 GF0811;UTM  15      - 3,989,415.863   486,542.654   MT  0.99960223   -0 05 16.5
 GF0811
 GF0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0811!SPC AR N     -   0.99994857  x   0.99996878  =   0.99991735
 GF0811!UTM  15      -   0.99994857  x   0.99960223  =   0.99955082
 GF0811
 GF0811|---------------------------------------------------------------------|
 GF0811| PID    Reference Object                     Distance      Geod. Az  |
 GF0811|                                                           dddmmss.s |
 GF0811| CI2092 PRUITT RM 1                          13.469 METERS 04711     |
 GF0811| GF0809 BOAT RM 3                           APPROX.12.7 KM 0564925.9 |
 GF0811| CI2093 PRUITT RM 2                          16.983 METERS 25131     |
 GF0811|---------------------------------------------------------------------|
 GF0811
 GF0811                          SUPERSEDED SURVEY CONTROL
 GF0811
 GF0811  NAD 83(1986)-  36 02 57.13293(N)    093 08 57.86624(W) AD(       ) 2
 GF0811  NAD 27      -  36 02 56.86100(N)    093 08 57.22800(W) AD(       ) 2
 GF0811  NGVD 29 (07/19/86)  355.79   (m)         1167.3    (f) LEVELING    3  
 GF0811
 GF0811.Superseded values are not recommended for survey control.
 GF0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0811.See file dsdata.txt to determine how the superseded data were derived.
 GF0811
 GF0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8654389416(NAD 83)
 GF0811_MARKER: DS = TRIANGULATION STATION DISK
 GF0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0811
 GF0811  HISTORY     - Date     Condition        Report By
 GF0811  HISTORY     - 1953     MONUMENTED       CGS
 GF0811  HISTORY     - 1972     SEE DESCRIPTION  NGS
 GF0811
 GF0811                          STATION DESCRIPTION
 GF0811
 GF0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0811'THE STATION IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 7, ABOUT 3
 GF0811'MILES NORTH AND 1 MILE EAST OF JASPER, 1 MILE SOUTHWEST OF THE
 GF0811'PRUITT POST OFFICE, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GF0811'OF AN UNPAINTED HOUSE, 33 FEET NORTHWEST OF THE CENTER OF THE
 GF0811'HIGHWAY, 11 FEET SOUTHEAST OF A WIRE FENCE AND 6 FEET SOUTHWEST
 GF0811'OF A 4 INCH WITNESS POST.
 GF0811'
 GF0811'TO REACH THE STATION FROM THE COURT HOUSE SQUARE IN JASPER, GO
 GF0811'NORTHEAST ON STATE HIGHWAY 7 FOR 2.8 MILES TO LITTLE SWITZERLAND
 GF0811'ON THE LEFT, CONTINUE ON THE HIGHWAY FOR 1.7 MILES TO A FORK
 GF0811'AND THE STATION ON THE LEFT.
 GF0811'
 GF0811'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED PRUITT
 GF0811'1953.
 GF0811'
 GF0811'REFERENCE MARK 1 IS 43 FEET NORTHWEST OF THE CENTER OF THE
 GF0811'HIGHWAY, 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE
 GF0811'AND 1 FOOT SOUTHEAST OF THE WIRE FENCE.  THE MARK PROJECTS 7
 GF0811'INCHES AND THE DISK IS STAMPED PRUITT NO 1 1953.
 GF0811'
 GF0811'REFERENCE MARK 2 IS 43 FEET NORTHWEST OF THE CENTER OF THE
 GF0811'HIGHWAY AND 1 FOOT SOUTHEAST OF THE WIRE FENCE.  THE MARK PROJECTS
 GF0811'3 INCHES AND THE DISK IS STAMPED PRUITT NO 2 1953.
 GF0811'
 GF0811'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK AT THIS
 GF0811'STATION.
 GF0811'
 GF0811'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 GF0811
 GF0811                          STATION RECOVERY (1972)
 GF0811
 GF0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0811'REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 GF0811'CONDITION.  THE STATION MARK WAS DESTROYED WHEN THE PROPERTY
 GF0811'OWNED GAVE MR. IVAN NIEMEYER PERMISSION TO HAVE THE HILL BLADED
 GF0811'OFF FOR FILL DIRT IN ANOTHER AREA AND HE STATED HE DID NOT SEE
 GF0811'THE MARK.  A NEW SURFACE AND SUB-SURFACE STATION MARK WAS RESET
 GF0811'IN THE ORIGINAL POSITION BY THE DISTANCE AND ANGLE METHOD.
 GF0811'FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 GF0811'
 GF0811'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 1 MILE EAST OF
 GF0811'JASPER AND 1 MILE SOUTHWEST OF THE POST OFFICE IN THE PRUITT
 GF0811'SETTLEMENT, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 7.
 GF0811'
 GF0811'TO REACH THE STATION FROM THE COURT HOUSE SQUARE IN JASPER, GO
 GF0811'NORTHEAST ON STATE HIGHWAY 7 FOR 2.8 MILES TO LITTLE SWITZERLAND
 GF0811'ON THE LEFT, CONTINUE NORTHEAST ON HIGHWAY 7 FOR 1.7 MILES TO
 GF0811'WHERE THE HIGHWAY BREAKS OVER THE CREST OF A HILL AND CURVES TO
 GF0811'THE LEFT AND THE STATION ON THE LEFT.
 GF0811'
 GF0811'THE STATION MARK IS A STANDARD DISK STAMPED PRUITT 1953 1972,
 GF0811'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GF0811'IS FLUSH WITH THE GROUND SURFACE.  IT IS 110.5 FEET EAST-NORTHEAST
 GF0811'OF A POWER POLE, 60 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GF0811'FRAME HOUSE, 34 FEET NORTHWEST OF THE CENTER OF HIGHWAY 7 AND
 GF0811'9.5 FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 GF0811'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 GF0811'THE GROUND SURFACE.
 GF0811'
 GF0811'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PRUITT NO 1 1953,
 GF0811'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GF0811'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET
 GF0811'NORTHWEST OF THE CENTER OF HIGHWAY 7, 43 FEET NORTHEAST OF THE
 GF0811'METAL WITNESS POST, 39 FEET SOUTH OF THE NORTHEAST CORNER OF
 GF0811'THE FRAME HOUSE AND 11 FEET SOUTHEAST OF A 30-INCH OAK TREE.
 GF0811'
 GF0811'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PRUITT NO 2 1953,
 GF0811'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 GF0811'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 55.5 FEET
 GF0811'NORTHEAST OF THE POWER POLE, 55.5 FEET SOUTHWEST OF THE METAL
 GF0811'WITNESS POST, 43 FEET NORTHWEST OF THE CENTER OF HIGHWAY 7 AND
 GF0811'22 FEET SOUTH OF A 14-INCH OAK TREE.
 GF0811'
 GF0811'AIRLINE DISTANCE AND DIRECTION FROM NEAREAST TOWN- 3 MILES NORTH
 GF0811'AND 1 MILE EAST OF JASPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0512 ***********************************************************************
 EJ0512  DESIGNATION -  PTS 101
 EJ0512  PID         -  EJ0512
 EJ0512  STATE/COUNTY-  AR/JEFFERSON
 EJ0512  USGS QUAD   -  REDFIELD (1984)
 EJ0512
 EJ0512                         *CURRENT SURVEY CONTROL
 EJ0512  ___________________________________________________________________
 EJ0512* NAD 83(1986)-  34 26 41.     (N)    092 11 02.     (W)     SCALED    
 EJ0512* NAVD 88     -        90.797  (meters)     297.89   (feet)  ADJUSTED  
 EJ0512  ___________________________________________________________________
 EJ0512  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EJ0512  DYNAMIC HT  -          90.711 (meters)     297.61  (feet)  COMP
 EJ0512  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 EJ0512
 EJ0512  VERT ORDER  -  FIRST     CLASS II
 EJ0512
 EJ0512.The horizontal coordinates were scaled from a topographic map and have
 EJ0512.an estimated accuracy of +/- 6 seconds.
 EJ0512
 EJ0512.The orthometric height was determined by differential leveling
 EJ0512.and adjusted by the National Geodetic Survey in June 1991..
 EJ0512
 EJ0512.The geoid height was determined by GEOID03.
 EJ0512
 EJ0512.The dynamic height is computed by dividing the NAVD 88
 EJ0512.geopotential number by the normal gravity value computed on the
 EJ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0512.degrees latitude (g = 980.6199 gals.).
 EJ0512
 EJ0512.The modeled gravity was interpolated from observed gravity values.
 EJ0512
 EJ0512;                    North         East    Units  Estimated Accuracy
 EJ0512;SPC AR S     -   597,230.      383,100.      MT  (+/- 180 meters Scaled)
 EJ0512
 EJ0512                          SUPERSEDED SURVEY CONTROL
 EJ0512
 EJ0512  NGVD 29 (??/??/92)   90.874  (m)          298.14   (f) ADJ UNCH    1 2
 EJ0512
 EJ0512.Superseded values are not recommended for survey control.
 EJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0512.See file dsdata.txt to determine how the superseded data were derived.
 EJ0512
 EJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU749117(NAD 83)
 EJ0512_MARKER: DE = TRAVERSE STATION DISK
 EJ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0512_STAMPING: PRIM TRAV 101
 EJ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0512+STABILITY: SURFACE MOTION
 EJ0512
 EJ0512  HISTORY     - Date     Condition        Report By
 EJ0512  HISTORY     - UNK      MONUMENTED       DOD
 EJ0512  HISTORY     - 1970     GOOD             NGS
 EJ0512  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0512
 EJ0512                          STATION DESCRIPTION
 EJ0512
 EJ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EJ0512'IN REDFIELD.
 EJ0512'THIS MARK RECOVERED IN GOOD CONDITION.  LOCATED NEAR THE CROSSING OF
 EJ0512'AN OILED ROAD LEADING TO THE ARKANSAS RIVER AND THE MISSOURI PACIFIC
 EJ0512'RAILROAD TRACKS NORTHWEST OF THE OLD RAILROAD STATION SITE, 330 FEET
 EJ0512'SOUTHEAST OF A RAILROAD OVERPASS, 99 FEET SOUTHWEST OF THE APPROXIMATE
 EJ0512'CENTER OF EAST RAILROAD STREET, 76 FEET SOUTHWEST OF BRACED POWERLINE
 EJ0512'POLE NO. 4049, 30 FEET NORTHWEST OF THE APPROXIMATE CENTER OF SALLEE
 EJ0512'STREET, 21.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 EJ0512'14.5 FEET EAST OF THE EAST CORNER OF A CONTROL BOX FOR A BLOCK SIGNAL,
 EJ0512'11 FEET NORTH OF THE NORTH CORNER OF THE BLOCK SIGNAL BASE, AND 0.8 OF
 EJ0512'A FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN. A CORPS OF
 EJ0512'ENGINEERS, U.S. ARMY, STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 EJ0512'ABOUT 4 INCHES BELOW THE SWARD AND THE DISK IS STAMPED PRIM TRAV 101.
 EJ0512
 EJ0512                          STATION RECOVERY (1984)
 EJ0512
 EJ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0512'NOT RECOVERED, BELIEVED TO HAVE BEEN KNOCKED OFF BY BUSHHOG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0071 ***********************************************************************
 EK0071  DESIGNATION -  PTS 11
 EK0071  PID         -  EK0071
 EK0071  STATE/COUNTY-  AR/POLK
 EK0071  USGS QUAD   -  MENA (1975)
 EK0071
 EK0071                         *CURRENT SURVEY CONTROL
 EK0071  ___________________________________________________________________
 EK0071* NAD 83(1986)-  34 32 09.     (N)    094 14 06.     (W)     SCALED    
 EK0071* NAVD 88     -       357.005  (meters)    1171.27   (feet)  ADJUSTED  
 EK0071  ___________________________________________________________________
 EK0071  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 EK0071  DYNAMIC HT  -         356.619 (meters)    1170.01  (feet)  COMP
 EK0071  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 EK0071
 EK0071  VERT ORDER  -  SECOND    CLASS 0
 EK0071
 EK0071.The horizontal coordinates were scaled from a topographic map and have
 EK0071.an estimated accuracy of +/- 6 seconds.
 EK0071
 EK0071.The orthometric height was determined by differential leveling
 EK0071.and adjusted by the National Geodetic Survey in June 1991..
 EK0071
 EK0071.The geoid height was determined by GEOID03.
 EK0071
 EK0071.The dynamic height is computed by dividing the NAVD 88
 EK0071.geopotential number by the normal gravity value computed on the
 EK0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0071.degrees latitude (g = 980.6199 gals.).
 EK0071
 EK0071.The modeled gravity was interpolated from observed gravity values.
 EK0071
 EK0071;                    North         East    Units  Estimated Accuracy
 EK0071;SPC AR S     -   609,560.      194,850.      MT  (+/- 180 meters Scaled)
 EK0071
 EK0071                          SUPERSEDED SURVEY CONTROL
 EK0071
 EK0071  NGVD 29 (??/??/92)  356.911  (m)         1170.97   (f) ADJ UNCH    2 0
 EK0071
 EK0071.Superseded values are not recommended for survey control.
 EK0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0071.See file dsdata.txt to determine how the superseded data were derived.
 EK0071
 EK0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU866222(NAD 83)
 EK0071_MARKER: P = PIPE CAP
 EK0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EK0071_STAMPING: PRIM TRAV STA NO 11 1907
 EK0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0071
 EK0071  HISTORY     - Date     Condition        Report By
 EK0071  HISTORY     - 1907     MONUMENTED       USGS
 EK0071  HISTORY     - 1935     GOOD             NGS
 EK0071  HISTORY     - 1961     GOOD             NGS
 EK0071
 EK0071                          STATION DESCRIPTION
 EK0071
 EK0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0071'3.4 MI SE FROM MENA.
 EK0071'LOCATED 3.4 MILES SOUTHEAST OF MENA, ALONG MENA-DALLAS RD.,
 EK0071'FROM K.C.S. RY STATION, AT JUNCTION OF THE BEE MOUNTAIN RD.,
 EK0071'ABOUT 0.9 MILE WEST OF DALLAS SCHOOL, ABOUT 235 FT. WEST OF
 EK0071'BENCH MARK M 132 1935, ABOUT 170 FT. EAST OF A HIGH BRIDGE,
 EK0071'16 FT NORTH OF THE INTERSECTION OF CENTERLINE OF THE ROADS,
 EK0071'CAP RIVETED TO THE TOP OF A 3-INCH PIPE PROJECTING 2 FT. ABOVE
 EK0071'THE GROUND.
 EK0071
 EK0071                          STATION RECOVERY (1961)
 EK0071
 EK0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0123 ***********************************************************************
 EJ0123  DESIGNATION -  PTS 18
 EJ0123  PID         -  EJ0123
 EJ0123  STATE/COUNTY-  AR/PULASKI
 EJ0123  USGS QUAD   -  SWEET HOME (1986)
 EJ0123
 EJ0123                         *CURRENT SURVEY CONTROL
 EJ0123  ___________________________________________________________________
 EJ0123* NAD 83(1986)-  34 43 49.     (N)    092 14 43.     (W)     SCALED    
 EJ0123* NAVD 88     -        77.730  (meters)     255.02   (feet)  ADJUSTED  
 EJ0123  ___________________________________________________________________
 EJ0123  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0123  DYNAMIC HT  -          77.658 (meters)     254.78  (feet)  COMP
 EJ0123  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 EJ0123
 EJ0123  VERT ORDER  -  FIRST     CLASS II
 EJ0123
 EJ0123.The horizontal coordinates were scaled from a topographic map and have
 EJ0123.an estimated accuracy of +/- 6 seconds.
 EJ0123
 EJ0123.The orthometric height was determined by differential leveling
 EJ0123.and adjusted by the National Geodetic Survey in June 1991..
 EJ0123
 EJ0123.The geoid height was determined by GEOID03.
 EJ0123
 EJ0123.The dynamic height is computed by dividing the NAVD 88
 EJ0123.geopotential number by the normal gravity value computed on the
 EJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0123.degrees latitude (g = 980.6199 gals.).
 EJ0123
 EJ0123.The modeled gravity was interpolated from observed gravity values.
 EJ0123
 EJ0123;                    North         East    Units  Estimated Accuracy
 EJ0123;SPC AR S     -   628,910.      377,540.      MT  (+/- 180 meters Scaled)
 EJ0123
 EJ0123                          SUPERSEDED SURVEY CONTROL
 EJ0123
 EJ0123  NGVD 29 (??/??/92)   77.778  (m)          255.18   (f) ADJ UNCH    1 2
 EJ0123
 EJ0123.Superseded values are not recommended for survey control.
 EJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0123.See file dsdata.txt to determine how the superseded data were derived.
 EJ0123
 EJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU690433(NAD 83)
 EJ0123_MARKER: DE = TRAVERSE STATION DISK
 EJ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0123_STAMPING: TRAV STA 18
 EJ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0123+STABILITY: SURFACE MOTION
 EJ0123
 EJ0123  HISTORY     - Date     Condition        Report By
 EJ0123  HISTORY     - UNK      MONUMENTED       USE
 EJ0123  HISTORY     - 1955     GOOD             NGS
 EJ0123  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0123  HISTORY     - 20060330 MARK NOT FOUND   ARHD
 EJ0123
 EJ0123                          STATION DESCRIPTION
 EJ0123
 EJ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0123'3.1 MI SE FROM LITTLE ROCK.
 EJ0123'3.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0123'STATION AT LITTLE ROCK, PULASKI COUNTY, 4 FEET SOUTHWEST OF POLE
 EJ0123'348+14, 77 FEET EAST OF THE NORTHEAST CORNER OF THE SCOTT SASH AND
 EJ0123'DOOR CO. BUILDING, AT THE EAST SEVENTEENTH STREET CROSSING, 54 FEET
 EJ0123'SOUTH OF THE CENTERLINE OF THE STREET, AND 28 FEET NORTHEAST OF THE
 EJ0123'NORTHEAST RAIL.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 EJ0123'STAMPED TRAV STA 18 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0123
 EJ0123                          STATION RECOVERY (1960)
 EJ0123
 EJ0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0123'MARK NOT FOUND.
 EJ0123
 EJ0123                          STATION RECOVERY (2006)
 EJ0123
 EJ0123'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (TPS)
 EJ0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0106 ***********************************************************************
 EJ0106  DESIGNATION -  PTS 42
 EJ0106  PID         -  EJ0106
 EJ0106  STATE/COUNTY-  AR/PULASKI
 EJ0106  USGS QUAD   -  SWEET HOME (1986)
 EJ0106
 EJ0106                         *CURRENT SURVEY CONTROL
 EJ0106  ___________________________________________________________________
 EJ0106* NAD 83(1986)-  34 39 04.     (N)    092 14 03.     (W)     SCALED    
 EJ0106* NAVD 88     -        78.974  (meters)     259.10   (feet)  ADJUSTED  
 EJ0106  ___________________________________________________________________
 EJ0106  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ0106  DYNAMIC HT  -          78.899 (meters)     258.85  (feet)  COMP
 EJ0106  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 EJ0106
 EJ0106  VERT ORDER  -  FIRST     CLASS II
 EJ0106
 EJ0106.The horizontal coordinates were scaled from a topographic map and have
 EJ0106.an estimated accuracy of +/- 6 seconds.
 EJ0106
 EJ0106.The orthometric height was determined by differential leveling
 EJ0106.and adjusted by the National Geodetic Survey in June 1991..
 EJ0106
 EJ0106.The geoid height was determined by GEOID03.
 EJ0106
 EJ0106.The dynamic height is computed by dividing the NAVD 88
 EJ0106.geopotential number by the normal gravity value computed on the
 EJ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0106.degrees latitude (g = 980.6199 gals.).
 EJ0106
 EJ0106.The modeled gravity was interpolated from observed gravity values.
 EJ0106
 EJ0106;                    North         East    Units  Estimated Accuracy
 EJ0106;SPC AR S     -   620,130.      378,530.      MT  (+/- 180 meters Scaled)
 EJ0106
 EJ0106                          SUPERSEDED SURVEY CONTROL
 EJ0106
 EJ0106  NGVD 29 (??/??/92)   79.019  (m)          259.25   (f) ADJ UNCH    1 2
 EJ0106
 EJ0106.Superseded values are not recommended for survey control.
 EJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0106.See file dsdata.txt to determine how the superseded data were derived.
 EJ0106
 EJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU701346(NAD 83)
 EJ0106_MARKER: DD = SURVEY DISK
 EJ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0106_STAMPING: TRAV STA 42
 EJ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0106+STABILITY: SURFACE MOTION
 EJ0106
 EJ0106  HISTORY     - Date     Condition        Report By
 EJ0106  HISTORY     - UNK      MONUMENTED       DOD
 EJ0106  HISTORY     - 1937     GOOD             ARGS
 EJ0106  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0106  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0106
 EJ0106                          STATION DESCRIPTION
 EJ0106
 EJ0106'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0106'2.5 MI S FROM SWEET HOME.
 EJ0106'2.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0106'AT SWEET HOME, PULASKI COUNTY, 135 FEET SOUTHWEST OF THE HIGGINS
 EJ0106'STATION SIGN, 100 FEET SOUTHWEST OF A ROAD CROSSING, 60 FEET SOUTHWEST
 EJ0106'OF THE SOUTH SWITCH STAND OF THE HIGGINS SIDING, 87 FEET NORTHWEST OF
 EJ0106'POLE 354+06, 43.8 FEET WEST OF THE WEST RAIL.  A CORPS OF ENGINEERS,
 EJ0106'U.S. ARMY, STANDARD DISK, STAMPED TRAV STA 42 AND SET IN THE TOP OF A
 EJ0106'CONCRETE POST.
 EJ0106
 EJ0106                          STATION RECOVERY (1960)
 EJ0106
 EJ0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0106'MARK NOT FOUND.
 EJ0106
 EJ0106                          STATION RECOVERY (1984)
 EJ0106
 EJ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0106'NOT RECOVERED, INSUFFICIENT MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0229 ***********************************************************************
 FF0229  DESIGNATION -  PTS 5 RESET
 FF0229  PID         -  FF0229
 FF0229  STATE/COUNTY-  AR/CRITTENDEN
 FF0229  USGS QUAD   -  EDMONDSON (1981)
 FF0229
 FF0229                         *CURRENT SURVEY CONTROL
 FF0229  ___________________________________________________________________
 FF0229* NAD 83(1986)-  35 06 52.     (N)    090 16 04.     (W)     SCALED    
 FF0229* NAVD 88     -        63.937  (meters)     209.77   (feet)  ADJUSTED  
 FF0229  ___________________________________________________________________
 FF0229  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FF0229  DYNAMIC HT  -          63.880 (meters)     209.58  (feet)  COMP
 FF0229  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 FF0229
 FF0229  VERT ORDER  -  FIRST     CLASS II
 FF0229
 FF0229.The horizontal coordinates were scaled from a topographic map and have
 FF0229.an estimated accuracy of +/- 6 seconds.
 FF0229
 FF0229.The orthometric height was determined by differential leveling
 FF0229.and adjusted by the National Geodetic Survey in June 1991..
 FF0229
 FF0229.The geoid height was determined by GEOID03.
 FF0229
 FF0229.The dynamic height is computed by dividing the NAVD 88
 FF0229.geopotential number by the normal gravity value computed on the
 FF0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0229.degrees latitude (g = 980.6199 gals.).
 FF0229
 FF0229.The modeled gravity was interpolated from observed gravity values.
 FF0229
 FF0229;                    North         East    Units  Estimated Accuracy
 FF0229;SPC AR N     -    88,050.      557,900.      MT  (+/- 180 meters Scaled)
 FF0229
 FF0229                          SUPERSEDED SURVEY CONTROL
 FF0229
 FF0229  NGVD 29 (??/??/??)   63.911  (m)          209.68   (f) ADJUSTED    1 2
 FF0229
 FF0229.Superseded values are not recommended for survey control.
 FF0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0229.See file dsdata.txt to determine how the superseded data were derived.
 FF0229
 FF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU490891(NAD 83)
 FF0229_MARKER: P = PIPE CAP
 FF0229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0229_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0229_STAMPING: PRIM TRAV STA NO 5 1915 211 RESET 1956
 FF0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0229
 FF0229  HISTORY     - Date     Condition        Report By
 FF0229  HISTORY     - 1956     MONUMENTED       USGS
 FF0229  HISTORY     - 1957     GOOD             CGS
 FF0229  HISTORY     - 20030326 MARK NOT FOUND   USACE
 FF0229
 FF0229                          STATION DESCRIPTION
 FF0229
 FF0229'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FF0229'2.55 MI E FROM EDMONDSON.
 FF0229'2.55 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0229'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0229'AT MOUNDS, 42 1/2 FEET NORTH-NORTHWEST OF THE NEAR RAIL OF TRACK,
 FF0229'78 1/2 FEET NORTHEAST AND ACROSS TRACK FROM STATION SIGN AT
 FF0229'MOUNDS, ACROSS TRACK FROM A POINT BETWEEN MILEAGE POLES 13/27 AND
 FF0229'13/28, 46 1/2 FEET NORTHWEST OF CENTER OF CROSSING OF MAIN TRACK
 FF0229'AND A TRAIL, 33 FEET WEST OF TELEPHONE POLE NO. 710, 28 FEET
 FF0229'NORTH-NORTHWEST OF NEAR RAIL OF A SIDING, ABOUT 4 FEET BELOW
 FF0229'LEVEL OF MAIN TRACK AND PROJECTING 6 INCHES.
 FF0229
 FF0229                          STATION RECOVERY (1957)
 FF0229
 FF0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0229'RECOVERED IN GOOD CONDITION.
 FF0229
 FF0229                          STATION RECOVERY (2003)
 FF0229
 FF0229'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0102 ***********************************************************************
 EJ0102  DESIGNATION -  PTS 54
 EJ0102  PID         -  EJ0102
 EJ0102  STATE/COUNTY-  AR/PULASKI
 EJ0102  USGS QUAD   -  WOODSON (1987)
 EJ0102
 EJ0102                         *CURRENT SURVEY CONTROL
 EJ0102  ___________________________________________________________________
 EJ0102* NAD 83(1986)-  34 36 06.     (N)    092 13 14.     (W)     SCALED    
 EJ0102* NAVD 88     -        77.813  (meters)     255.29   (feet)  ADJUSTED  
 EJ0102  ___________________________________________________________________
 EJ0102  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ0102  DYNAMIC HT  -          77.738 (meters)     255.05  (feet)  COMP
 EJ0102  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 EJ0102
 EJ0102  VERT ORDER  -  FIRST     CLASS II
 EJ0102
 EJ0102.The horizontal coordinates were scaled from a topographic map and have
 EJ0102.an estimated accuracy of +/- 6 seconds.
 EJ0102
 EJ0102.The orthometric height was determined by differential leveling
 EJ0102.and adjusted by the National Geodetic Survey in June 1991..
 EJ0102
 EJ0102.The geoid height was determined by GEOID03.
 EJ0102
 EJ0102.The dynamic height is computed by dividing the NAVD 88
 EJ0102.geopotential number by the normal gravity value computed on the
 EJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0102.degrees latitude (g = 980.6199 gals.).
 EJ0102
 EJ0102.The modeled gravity was interpolated from observed gravity values.
 EJ0102
 EJ0102;                    North         East    Units  Estimated Accuracy
 EJ0102;SPC AR S     -   614,640.      379,770.      MT  (+/- 180 meters Scaled)
 EJ0102
 EJ0102                          SUPERSEDED SURVEY CONTROL
 EJ0102
 EJ0102  NGVD 29 (??/??/92)   77.854  (m)          255.43   (f) ADJ UNCH    1 2
 EJ0102
 EJ0102.Superseded values are not recommended for survey control.
 EJ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0102.See file dsdata.txt to determine how the superseded data were derived.
 EJ0102
 EJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU714291(NAD 83)
 EJ0102_MARKER: DE = TRAVERSE STATION DISK
 EJ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0102_STAMPING: TRAV STA 54
 EJ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0102+STABILITY: SURFACE MOTION
 EJ0102
 EJ0102  HISTORY     - Date     Condition        Report By
 EJ0102  HISTORY     - UNK      MONUMENTED       DOD
 EJ0102  HISTORY     - 1937     GOOD             ARGS
 EJ0102  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0102  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0102
 EJ0102                          STATION DESCRIPTION
 EJ0102
 EJ0102'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0102'IN WRIGHTSVILLE.
 EJ0102'AT WRIGHTSVILLE, PULASKI COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 400
 EJ0102'FEET NORTH OF THE STATION SIGN, 88 FEET WEST OF POLE 357+25, 73 FEET
 EJ0102'NORTHWEST OF A SWITCH STAND, 43.8 FEET WEST OF THE WEST RAIL OF THE
 EJ0102'MAIN TRACK, AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A CORPS OF
 EJ0102'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED TRAV STA 54 AND SET IN
 EJ0102'THE TOP OF A CONCRETE POST.
 EJ0102
 EJ0102                          STATION RECOVERY (1984)
 EJ0102
 EJ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0102'NOT RECOVERED, MARK ASSUMED COVERED WHEN NEARBY AREA WAS BULLDOZED.
 EJ0102
 EJ0102                          STATION RECOVERY (1990)
 EJ0102
 EJ0102'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1406 ***********************************************************************
 EJ1406  DESIGNATION -  PTS 7
 EJ1406  PID         -  EJ1406
 EJ1406  STATE/COUNTY-  AR/HOWARD
 EJ1406  USGS QUAD   -  ATHENS (1980)
 EJ1406
 EJ1406                         *CURRENT SURVEY CONTROL
 EJ1406  ___________________________________________________________________
 EJ1406* NAD 83(1997)-  34 18 53.00505(N)    093 58 35.20646(W)     ADJUSTED  
 EJ1406* NAVD 88     -       292.282  (meters)     958.93   (feet)  ADJUSTED  
 EJ1406  ___________________________________________________________________
 EJ1406  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 EJ1406  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EJ1406  DYNAMIC HT  -         291.981 (meters)     957.94  (feet)  COMP
 EJ1406  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 EJ1406
 EJ1406  HORZ ORDER  -  SECOND
 EJ1406  VERT ORDER  -  SECOND    CLASS 0
 EJ1406
 EJ1406.The horizontal coordinates were established by classical geodetic methods
 EJ1406.and adjusted by the National Geodetic Survey in September 1999..
 EJ1406
 EJ1406.The orthometric height was determined by differential leveling
 EJ1406.and adjusted by the National Geodetic Survey in June 1991..
 EJ1406
 EJ1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1406
 EJ1406.The geoid height was determined by GEOID03.
 EJ1406
 EJ1406.The dynamic height is computed by dividing the NAVD 88
 EJ1406.geopotential number by the normal gravity value computed on the
 EJ1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1406.degrees latitude (g = 980.6199 gals.).
 EJ1406
 EJ1406.The modeled gravity was interpolated from observed gravity values.
 EJ1406
 EJ1406;                    North         East     Units Scale Factor Converg.
 EJ1406;SPC AR S     -   584,546.805   218,106.555   MT  0.99993039   -1 06 22.3
 EJ1406;SPC AR S     - 1,917,800.64    715,571.26   sFT  0.99993039   -1 06 22.3
 EJ1406;UTM  15      - 3,797,484.393   410,159.623   MT  0.99969949   -0 33 01.8
 EJ1406
 EJ1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1406!SPC AR S     -   0.99995854  x   0.99993039  =   0.99988893
 EJ1406!UTM  15      -   0.99995854  x   0.99969949  =   0.99965804
 EJ1406
 EJ1406                          SUPERSEDED SURVEY CONTROL
 EJ1406
 EJ1406  NAD 83(1997)-  34 18 53.01106(N)    093 58 35.20384(W) AD(       ) 2
 EJ1406  NAD 83(1986)-  34 18 53.01332(N)    093 58 35.19943(W) AD(       ) 2
 EJ1406  NAD 27      -  34 18 52.62890(N)    093 58 34.50100(W) AD(       ) 2
 EJ1406  NGVD 29 (??/??/92)  292.233  (m)          958.77   (f) ADJ UNCH    2 0
 EJ1406
 EJ1406.Superseded values are not recommended for survey control.
 EJ1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1406.See file dsdata.txt to determine how the superseded data were derived.
 EJ1406
 EJ1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1016097484(NAD 83)
 EJ1406_MARKER: P = PIPE CAP
 EJ1406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1406_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ1406_STAMPING: H.S. 959 PRIM. TRAV. STA. NO. 7 1907
 EJ1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1406
 EJ1406  HISTORY     - Date     Condition        Report By
 EJ1406  HISTORY     - 1907     MONUMENTED       USGS
 EJ1406  HISTORY     - 1935     GOOD             NGS
 EJ1406  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1406
 EJ1406                          STATION DESCRIPTION
 EJ1406
 EJ1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1406'IN ATHENS.
 EJ1406'165 FEET WEST OF THE LANGLEY ROAD CENTERLINE AT A TURN EAST OF
 EJ1406'JUNCTION OF MINEOLA AND HARTLEY ROAD.  153 FEET SOUTHEAST OF THE
 EJ1406'SOUTHEAST CORNER OF THE CHURCH.  53 FEET EAST OF FENCE CORNER.  5.2
 EJ1406'FEET SOUTH OF PROPERTY-LINE FENCE.  CAP RIVETED TO TOP OF A PIPE
 EJ1406'PROJECTING .3 FT. ABOVE THE GROUND.  NOTE-- THE DESCRIBED LOCATION HAS
 EJ1406'BEEN UNDER CULTIVATION.
 EJ1406
 EJ1406                          STATION RECOVERY (1961)
 EJ1406
 EJ1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1808 ***********************************************************************
 FF1808  DESIGNATION -  PUMPKIN
 FF1808  PID         -  FF1808
 FF1808  STATE/COUNTY-  AR/WOODRUFF
 FF1808  USGS QUAD   -  TILTON (1980)
 FF1808
 FF1808                         *CURRENT SURVEY CONTROL
 FF1808  ___________________________________________________________________
 FF1808* NAD 83(1997)-  35 17 47.38270(N)    091 05 31.72006(W)     ADJUSTED  
 FF1808* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 FF1808  ___________________________________________________________________
 FF1808  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FF1808  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF1808
 FF1808  HORZ ORDER  -  SECOND
 FF1808
 FF1808.The horizontal coordinates were established by classical geodetic methods
 FF1808.and adjusted by the National Geodetic Survey in September 1999..
 FF1808
 FF1808.The orthometric height was scaled from a topographic map.
 FF1808
 FF1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1808
 FF1808.The geoid height was determined by GEOID03.
 FF1808
 FF1808;                    North         East     Units Scale Factor Converg.
 FF1808;SPC AR N     -   107,235.097   482,570.988   MT  0.99994847   +0 31 41.8
 FF1808;SPC AR N     -   351,820.48  1,583,234.98   sFT  0.99994847   +0 31 41.8
 FF1808;UTM  15      - 3,907,593.260   673,475.401   MT  0.99997088   +1 06 09.5
 FF1808
 FF1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1808!SPC AR N     -   0.99999361  x   0.99994847  =   0.99994208
 FF1808!UTM  15      -   0.99999361  x   0.99997088  =   0.99996449
 FF1808
 FF1808:                Primary Azimuth Mark                     Grid Az
 FF1808:SPC AR N     -  PUMPKIN AZ MK                            193 56 50.9
 FF1808:UTM  15      -  PUMPKIN AZ MK                            193 22 23.2
 FF1808
 FF1808|---------------------------------------------------------------------|
 FF1808| PID    Reference Object                     Distance      Geod. Az  |
 FF1808|                                                           dddmmss.s |
 FF1808| CI2099 PUMPKIN AZ MK                                      1942832.7 |
 FF1808| CI2100 PUMPKIN RM 1                                       20656     |
 FF1808| CI2101 PUMPKIN RM 2                         25.036 METERS 31037     |
 FF1808|---------------------------------------------------------------------|
 FF1808
 FF1808                          SUPERSEDED SURVEY CONTROL
 FF1808
 FF1808  NAD 83(1986)-  35 17 47.39301(N)    091 05 31.71906(W) AD(       ) 2
 FF1808  NAD 27      -  35 17 47.08310(N)    091 05 31.28100(W) AD(       ) 2
 FF1808
 FF1808.Superseded values are not recommended for survey control.
 FF1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1808.See file dsdata.txt to determine how the superseded data were derived.
 FF1808
 FF1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7347507593(NAD 83)
 FF1808_MARKER: DS = TRIANGULATION STATION DISK
 FF1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1808
 FF1808  HISTORY     - Date     Condition        Report By
 FF1808  HISTORY     - 1954     MONUMENTED       CGS
 FF1808  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF1808
 FF1808                          STATION DESCRIPTION
 FF1808
 FF1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1808'THE STATION IS ABOUT 7 MILES NORTHEAST OF MC CRORY, 0.5 MILE
 FF1808'EAST OF THE SMALL SETTLEMENT OF PUMPKIN BEND, IN THE BARNYARD OF
 FF1808'AN ABANDONED FARM, 52 FEET NORTH OF A DIRT ROAD, 45 FEET
 FF1808'NORTHWEST OF A 36-INCH OAK TREE, 55 FEET EAST OF THE EAST
 FF1808'GATE OF TWO BOARD GATES, AND 5 FEET WEST-SOUTHWEST OF A
 FF1808'4 IN X 4 IN WHITE WITNESS POST.
 FF1808'
 FF1808'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 FF1808'U.S. HIGHWAY 64 IN MC CRORY, GO EAST ON THE HIGHWAY FOR
 FF1808'5.5 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTH
 FF1808'ON THE GRAVEL ROAD FOR 3.0 MILES TO THE SETTLEMENT OF PUMPKIN
 FF1808'BEND AND A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST FOR 0.5
 FF1808'MILE TO A CROSS ROAD (AT THIS POINT THE AZIMUTH MARK MAY
 FF1808'BE REACHED BY GOING SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK
 FF1808'ON THE LEFT), CONTINUE EAST FOR 100 YARDS TO A BOARD GATE,
 FF1808'A LARGE OAK TREE AND THE STATION MARK ON THE LEFT AS
 FF1808'DESCRIBED.
 FF1808'
 FF1808'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1808'PUMPKIN 1954.
 FF1808'
 FF1808'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF THE ROAD AND 1 FOOT
 FF1808'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 FF1808'DISK IS STAMPED PUMPKIN NO 1 1954.
 FF1808'
 FF1808'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF A LOG SHED, 8 FEET
 FF1808'EAST OF A FARM LANE AND 1 FOOT WEST OF A WIRE FENCE.  THE
 FF1808'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED PUMPKIN NO 2 1954.
 FF1808'
 FF1808'THE AZIMUTH MARK IS 66 FEET SOUTH OF THE SOUTH ONE OF TWO
 FF1808'LARGE HICKORY TREES, 21 FEET EAST OF THE DIRT ROAD AND 3
 FF1808'FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST.  THE MARK
 FF1808'PROJECTS 6 INCHES AND THE DISK IS STAMPED PUMPKIN 1954.
 FF1808'
 FF1808'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1808
 FF1808                          STATION RECOVERY (1975)
 FF1808
 FF1808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF1808'NO MKS. FOUND.  BELIEVED TO BE DEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2107 ***********************************************************************
 DK2107  DESIGNATION -  PUNTNEY
 DK2107  PID         -  DK2107
 DK2107  STATE/COUNTY-  AR/LINCOLN
 DK2107  USGS QUAD   -  STAR CITY (1973)
 DK2107
 DK2107                         *CURRENT SURVEY CONTROL
 DK2107  ___________________________________________________________________
 DK2107* NAD 83(1997)-  33 58 20.27611(N)    091 51 01.26013(W)     ADJUSTED  
 DK2107* NAVD 88     -       115.48   (+/-2cm)     378.9    (feet)  VERTCON   
 DK2107  ___________________________________________________________________
 DK2107  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DK2107  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK2107
 DK2107  HORZ ORDER  -  FIRST
 DK2107  VERT ORDER  -  THIRD ? (See Below)
 DK2107
 DK2107.The horizontal coordinates were established by classical geodetic methods
 DK2107.and adjusted by the National Geodetic Survey in September 1999..
 DK2107
 DK2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2107.The vertical order pertains to the NGVD 29 superseded value.
 DK2107
 DK2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2107
 DK2107.The geoid height was determined by GEOID03.
 DK2107
 DK2107;                    North         East     Units Scale Factor Converg.
 DK2107;SPC AR S     -   544,820.485   413,828.742   MT  0.99991905   +0 05 01.5
 DK2107;SPC AR S     - 1,787,465.21  1,357,703.13   sFT  0.99991905   +0 05 01.5
 DK2107;UTM  15      - 3,759,679.990   606,204.830   MT  0.99973904   +0 38 32.9
 DK2107
 DK2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2107!SPC AR S     -   0.99998593  x   0.99991905  =   0.99990498
 DK2107!UTM  15      -   0.99998593  x   0.99973904  =   0.99972498
 DK2107
 DK2107:                Primary Azimuth Mark                     Grid Az
 DK2107:SPC AR S     -  LAKE DICK FARM INC WATER TANK            001 35 51.7
 DK2107:UTM  15      -  LAKE DICK FARM INC WATER TANK            001 02 20.3
 DK2107
 DK2107|---------------------------------------------------------------------|
 DK2107| PID    Reference Object                     Distance      Geod. Az  |
 DK2107|                                                           dddmmss.s |
 DK2107| EH3008 LAKE DICK FARM INC WATER TANK       APPROX.30.8 KM 0014053.2 |
 DK2107| EH3003 GRADY MUNICIPAL TANK                APPROX.18.1 KM 0490521.6 |
 DK2107| CY6311 PUNTNEY RM 1                         41.447 METERS 05831     |
 DK2107| CY6310 PUNTNEY AZ MK                                      0980539.0 |
 DK2107| DK2019 DUMAS MUNICIPAL TANK                APPROX.34.5 KM 1053828.7 |
 DK2107| DK2106 STAR CITY MUNICIPAL TANK            APPROX. 3.3 KM 1770600.9 |
 DK2107| CY6312 PUNTNEY RM 2                         44.089 METERS 19300     |
 DK2107| DK2110 GLENDALE STANDARD OIL WATER TK      APPROX.10.0 KM 2623241.3 |
 DK2107|---------------------------------------------------------------------|
 DK2107
 DK2107                          SUPERSEDED SURVEY CONTROL
 DK2107
 DK2107  NAD 83(1986)-  33 58 20.28555(N)    091 51 01.25394(W) AD(       ) 1
 DK2107  NAD 27      -  33 58 19.92600(N)    091 51 00.77600(W) AD(       ) 1
 DK2107  NGVD 29 (07/19/86)  115.57   (m)          379.2    (f) LEVELING    3  
 DK2107
 DK2107.Superseded values are not recommended for survey control.
 DK2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2107.See file dsdata.txt to determine how the superseded data were derived.
 DK2107
 DK2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0620559680(NAD 83)
 DK2107_MARKER: DS = TRIANGULATION STATION DISK
 DK2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2107
 DK2107  HISTORY     - Date     Condition        Report By
 DK2107  HISTORY     - 1939     MONUMENTED       CGS
 DK2107
 DK2107                          STATION DESCRIPTION
 DK2107
 DK2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2107'STATION PUNTNEY IS ABOUT 3 MILES N OF STAR CITY BY ROAD ON
 DK2107'LAND OWNED BY MRS. PUNTNEY WHO LIVES IN STAR CITY.  THE LAND
 DK2107'IS FARMED BY MR. FARMER WHO LIVES ABOUT 200 FEET S OF THE
 DK2107'STATION.  IT IS IN LOT 6, SEC. 5, T 9 N, R 5 W IN AN OPEN LOT
 DK2107'N OF MR. FARMERS HOUSE.  THIS LOT IS FENCED ON THE E, W,
 DK2107'AND S SIDES AND OPEN ON THE N SIDE.  THE MARK IS SET 38 FEET
 DK2107'S OF THE CENTER LINE OF ROAD, 55 FEET W OF THE E FENCE, 29
 DK2107'FEET E OF THE W FENCE, 156 FEET N OF THE N YARD FENCE AROUND
 DK2107'HOUSE, AND PROJECTING 6 INCHES.
 DK2107'
 DK2107'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2107'BRONZE DISKS SET IN CONCRETE.
 DK2107'
 DK2107'REFERENCE MARK NO. 1 IS ENE OF THE STATION IN AN E-W FENCE LINE,
 DK2107'20 FEET N OF THE CENTER LINE OF ROAD, AND PROJECTING 6 INCHES.
 DK2107'REFERENCE MARK NO. 2 IS SSW OF THE STATION IN A N-S FENCE
 DK2107'LINE, 12 FEET N OF T-INTERSECTION OF FENCES, AND PROJECTING
 DK2107'8 INCHES.
 DK2107'
 DK2107'AZIMUTH MARK IS E OF THE STATION IN AN E-W FENCE LINE, 10 FEET
 DK2107'N OF THE CENTER LINE OF ROAD, 2 FEET E OF E GATEPOST, AND
 DK2107'PROJECTING 8 INCHES.  TO REACH THE AZIMUTH FROM THE STATION,
 DK2107'DRIVE E 0.25 MILE TO THE MARK ON N SIDE OF ROAD.
 DK2107'
 DK2107'STATION WAS REACHED FROM THE SQUARE IN STAR CITY BY DRIVING
 DK2107'N ON ARKANSAS 13 FOR 2.1 MILES TO ROAD LEFT.  TURN LEFT AND
 DK2107'DRIVE 0.9 MILE TO MR. FARMERS HOUSE AND THE STATION ON THE
 DK2107'LEFT.
 DK2107'
 DK2107'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT YARBROUGH.
 DK2107'
 DK2107'A 37-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT RELFS.
 DK2107'
 DK2107'A 37-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT GLENDALE.
 DK2107'
 DK2107'A 37-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT MUNDELL.
 DK2107'
 DK2107'A 116-FOOT TOWER AT TARRY IS VISIBLE FROM THE GROUND.
 DK2107'
 DK2107'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0466 ***********************************************************************
 GE0466  DESIGNATION -  Q 1
 GE0466  PID         -  GE0466
 GE0466  STATE/COUNTY-  AR/SHARP
 GE0466  USGS QUAD   -  HARDY (1981)
 GE0466
 GE0466                         *CURRENT SURVEY CONTROL
 GE0466  ___________________________________________________________________
 GE0466* NAD 83(1986)-  36 18 50.     (N)    091 28 22.     (W)     SCALED    
 GE0466* NAVD 88     -       110.204  (meters)     361.56   (feet)  ADJUSTED  
 GE0466  ___________________________________________________________________
 GE0466  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE0466  DYNAMIC HT  -         110.113 (meters)     361.26  (feet)  COMP
 GE0466  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GE0466
 GE0466  VERT ORDER  -  FIRST     CLASS II
 GE0466
 GE0466.The horizontal coordinates were scaled from a topographic map and have
 GE0466.an estimated accuracy of +/- 6 seconds.
 GE0466
 GE0466.The orthometric height was determined by differential leveling
 GE0466.and adjusted by the National Geodetic Survey in June 1991..
 GE0466
 GE0466.The geoid height was determined by GEOID03.
 GE0466
 GE0466.The dynamic height is computed by dividing the NAVD 88
 GE0466.geopotential number by the normal gravity value computed on the
 GE0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0466.degrees latitude (g = 980.6199 gals.).
 GE0466
 GE0466.The modeled gravity was interpolated from observed gravity values.
 GE0466
 GE0466;                    North         East    Units  Estimated Accuracy
 GE0466;SPC AR N     -   219,860.      447,350.      MT  (+/- 180 meters Scaled)
 GE0466
 GE0466                          SUPERSEDED SURVEY CONTROL
 GE0466
 GE0466  NGVD 29 (??/??/92)  110.096  (m)          361.21   (f) ADJ UNCH    1 2
 GE0466
 GE0466.Superseded values are not recommended for survey control.
 GE0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0466.See file dsdata.txt to determine how the superseded data were derived.
 GE0466
 GE0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA371198(NAD 83)
 GE0466_MARKER: DB = BENCH MARK DISK
 GE0466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0466_SP_SET: HEADWALL
 GE0466_STAMPING: Q 1 1928 361.207
 GE0466_MARK LOGO: CGS   
 GE0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0466+STABILITY: SURFACE MOTION
 GE0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0466+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992
 GE0466
 GE0466  HISTORY     - Date     Condition        Report By
 GE0466  HISTORY     - 1928     MONUMENTED       CGS
 GE0466  HISTORY     - 1955     GOOD             NGS
 GE0466  HISTORY     - 1985     GOOD             LOCSUR
 GE0466  HISTORY     - 19920402 GOOD             NGS
 GE0466
 GE0466                          STATION DESCRIPTION
 GE0466
 GE0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0466'0.6 MI E FROM HARDY.
 GE0466'0.55 MILE EAST ALONG THE ST. LOUIS - SAN FRANCISCO RAILROAD FROM
 GE0466'THE STATION AT HARDY, ACROSS U.S. HIGHWAYS 62 AND 63 FROM LONGS
 GE0466'MOTEL, 1/2 POLE EAST OF MILEPOST 358.30, 8.6 FEET SOUTH OF THE
 GE0466'SOUTH RAIL, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 GE0466'OF CONCRETE CULVERT E O.
 GE0466
 GE0466                          STATION RECOVERY (1985)
 GE0466
 GE0466'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 GE0466'0.8 MILE FAST ALONG HWY 62 AND 63 FROM INTERSECTION OF HWY 62 AND 63
 GE0466'ARCOSS HWY 62 AND 63. FROM ROBERTS MOTEL 1/2 POLE EAST OF MILE POST
 GE0466'358-30, 8.6 FEET SOUTH OF THE SOUTHRAIL SET IN THE TOP OF THE WEST
 GE0466'END OF THE SOUTH HEADWALL OF CONCRETE CULVERT.
 GE0466
 GE0466                          STATION RECOVERY (1992)
 GE0466
 GE0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0466'0.9 KM (0.55 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 GE0466'THE JUNCTION OF SPRING STREET IN HARDY, IN TOP OF AND 0.2 M (0.7 FT)
 GE0466'EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, 2.6
 GE0466'M (8.5 FT) SOUTH OF THE NEAR RAIL, AND 0.1 M (0.3 FT) BELOW THE LEVEL
 GE0466'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0271 ***********************************************************************
 EJ0271  DESIGNATION -  Q 10
 EJ0271  PID         -  EJ0271
 EJ0271  STATE/COUNTY-  AR/PULASKI
 EJ0271  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0271
 EJ0271                         *CURRENT SURVEY CONTROL
 EJ0271  ___________________________________________________________________
 EJ0271* NAD 83(1986)-  34 44 55.     (N)    092 16 27.     (W)     SCALED    
 EJ0271* NAVD 88     -        88.761  (meters)     291.21   (feet)  ADJUSTED  
 EJ0271  ___________________________________________________________________
 EJ0271  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0271  DYNAMIC HT  -          88.679 (meters)     290.94  (feet)  COMP
 EJ0271  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 EJ0271
 EJ0271  VERT ORDER  -  FIRST     CLASS II
 EJ0271
 EJ0271.The horizontal coordinates were scaled from a topographic map and have
 EJ0271.an estimated accuracy of +/- 6 seconds.
 EJ0271
 EJ0271.The orthometric height was determined by differential leveling
 EJ0271.and adjusted by the National Geodetic Survey in June 1991..
 EJ0271
 EJ0271.The geoid height was determined by GEOID03.
 EJ0271
 EJ0271.The dynamic height is computed by dividing the NAVD 88
 EJ0271.geopotential number by the normal gravity value computed on the
 EJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0271.degrees latitude (g = 980.6199 gals.).
 EJ0271
 EJ0271.The modeled gravity was interpolated from observed gravity values.
 EJ0271
 EJ0271;                    North         East    Units  Estimated Accuracy
 EJ0271;SPC AR S     -   630,950.      374,900.      MT  (+/- 180 meters Scaled)
 EJ0271
 EJ0271                          SUPERSEDED SURVEY CONTROL
 EJ0271
 EJ0271  NGVD 29 (??/??/92)   88.810  (m)          291.37   (f) ADJ UNCH    1 2
 EJ0271
 EJ0271.Superseded values are not recommended for survey control.
 EJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0271.See file dsdata.txt to determine how the superseded data were derived.
 EJ0271
 EJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU664454(NAD 83)
 EJ0271_MARKER: DB = BENCH MARK DISK
 EJ0271_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EJ0271+WITH SETTING: PAVEMENT
 EJ0271_STAMPING: 291.371 Q 10 1932
 EJ0271_MARK LOGO: CGS   
 EJ0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0271+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 EJ0271
 EJ0271  HISTORY     - Date     Condition        Report By
 EJ0271  HISTORY     - 1932     MONUMENTED       CGS
 EJ0271  HISTORY     - 1955     GOOD             NGS
 EJ0271  HISTORY     - 1984     GOOD             NGS
 EJ0271  HISTORY     - 1987     GOOD             USPSQD
 EJ0271  HISTORY     - 1988     GOOD             USPSQD
 EJ0271  HISTORY     - 1988     GOOD             USPSQD
 EJ0271  HISTORY     - 1989     GOOD             USPSQD
 EJ0271  HISTORY     - 19920902 GOOD             USPSQD
 EJ0271  HISTORY     - 20060330 GOOD             ARHD
 EJ0271
 EJ0271                          STATION DESCRIPTION
 EJ0271
 EJ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0271'IN LITTLE ROCK.
 EJ0271'AT LITTLE ROCK, PULASKI COUNTY, AT THE MAIN OR NORTH ENTRANCE TO THE
 EJ0271'COUNTY COURTHOUSE, AND IN THE WEST END OF THE THIRD STEP ABOVE THE
 EJ0271'LANDING.  A STANDARD DISK, STAMPED 291.371 Q 10 1932.
 EJ0271
 EJ0271                          STATION RECOVERY (1984)
 EJ0271
 EJ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0271'RECOVERED IN GOOD CONDITION.
 EJ0271
 EJ0271                          STATION RECOVERY (1987)
 EJ0271
 EJ0271'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EJ0271'RECOVERED IN GOOD CONDITION.
 EJ0271
 EJ0271                          STATION RECOVERY (1988)
 EJ0271
 EJ0271'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0271'RECOVERED IN GOOD CONDITION.
 EJ0271
 EJ0271                          STATION RECOVERY (1988)
 EJ0271
 EJ0271'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ0271'RECOVERED IN GOOD CONDITION.
 EJ0271
 EJ0271                          STATION RECOVERY (1989)
 EJ0271
 EJ0271'RECOVERY NOTE BY US POWER SQUADRON 1989 (CS)
 EJ0271'RECOVERED IN GOOD CONDITION.
 EJ0271
 EJ0271                          STATION RECOVERY (1992)
 EJ0271
 EJ0271'RECOVERY NOTE BY US POWER SQUADRON 1992 (MMS)
 EJ0271'RECOVERED IN GOOD CONDITION.
 EJ0271
 EJ0271                          STATION RECOVERY (2006)
 EJ0271
 EJ0271'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (TPS)
 EJ0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0430 ***********************************************************************
 FG0430  DESIGNATION -  Q 100
 FG0430  PID         -  FG0430
 FG0430  STATE/COUNTY-  AR/CONWAY
 FG0430  USGS QUAD   -  ATKINS (1989)
 FG0430
 FG0430                         *CURRENT SURVEY CONTROL
 FG0430  ___________________________________________________________________
 FG0430* NAD 83(1986)-  35 07 40.     (N)    092 54 19.     (W)     SCALED    
 FG0430* NAVD 88     -       273.817  (meters)     898.35   (feet)  ADJUSTED  
 FG0430  ___________________________________________________________________
 FG0430  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FG0430  DYNAMIC HT  -         273.549 (meters)     897.47  (feet)  COMP
 FG0430  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FG0430
 FG0430  VERT ORDER  -  SECOND    CLASS 0
 FG0430
 FG0430.The horizontal coordinates were scaled from a topographic map and have
 FG0430.an estimated accuracy of +/- 6 seconds.
 FG0430
 FG0430.The orthometric height was determined by differential leveling
 FG0430.and adjusted by the National Geodetic Survey in June 1991..
 FG0430
 FG0430.The geoid height was determined by GEOID03.
 FG0430
 FG0430.The dynamic height is computed by dividing the NAVD 88
 FG0430.geopotential number by the normal gravity value computed on the
 FG0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0430.degrees latitude (g = 980.6199 gals.).
 FG0430
 FG0430.The modeled gravity was interpolated from observed gravity values.
 FG0430
 FG0430;                    North         East    Units  Estimated Accuracy
 FG0430;SPC AR N     -    88,520.      317,490.      MT  (+/- 180 meters Scaled)
 FG0430
 FG0430                          SUPERSEDED SURVEY CONTROL
 FG0430
 FG0430  NGVD 29 (??/??/92)  273.823  (m)          898.37   (f) ADJ UNCH    2 0
 FG0430
 FG0430.Superseded values are not recommended for survey control.
 FG0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0430.See file dsdata.txt to determine how the superseded data were derived.
 FG0430
 FG0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU086872(NAD 83)
 FG0430_MARKER: DB = BENCH MARK DISK
 FG0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0430_STAMPING: Q 100 1935
 FG0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0430+STABILITY: SURFACE MOTION
 FG0430
 FG0430  HISTORY     - Date     Condition        Report By
 FG0430  HISTORY     - 1935     MONUMENTED       CGS
 FG0430  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG0430
 FG0430                          STATION DESCRIPTION
 FG0430
 FG0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0430'2.2 MI N FROM OPPELO.
 FG0430'2.2 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE METHODIST CHURCH AT
 FG0430'OPPELO, THENCE 10.1 MILES WEST ALONG THE ROAD TO PETIT JEAN STATE
 FG0430'PARK, 13.4 MILES NORTH OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 FG0430'STATION AT CASA, 280 FEET NORTHWEST OF THE B.T. BRANSCOMB FARMHOUSE,
 FG0430'245 FEET EAST OF A WOODEN BRIDGE UNDER THE ROAD, 16 FEET NORTH OF THE
 FG0430'CENTERLINE OF THE ROAD, 2 FEET NORTH OF A POLE, AND 1 FOOT SOUTH OF A
 FG0430'FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST.  NOTE-- POSITION OF
 FG0430'ROAD HAS BEEN CHANGED.  UNABLE TO LOCATE ANYONE WHO KNEW THE LOCATION
 FG0430'OF THE B.T. BRANSCOMB FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0428 ***********************************************************************
 FG0428  DESIGNATION -  Q 101
 FG0428  PID         -  FG0428
 FG0428  STATE/COUNTY-  AR/POPE
 FG0428  USGS QUAD   -  ATKINS (1989)
 FG0428
 FG0428                         *CURRENT SURVEY CONTROL
 FG0428  ___________________________________________________________________
 FG0428* NAD 83(1986)-  35 10 30.     (N)    092 58 26.     (W)     SCALED    
 FG0428* NAVD 88     -        96.198  (meters)     315.61   (feet)  ADJUSTED  
 FG0428  ___________________________________________________________________
 FG0428  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FG0428  DYNAMIC HT  -          96.107 (meters)     315.31  (feet)  COMP
 FG0428  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FG0428
 FG0428  VERT ORDER  -  SECOND    CLASS 0
 FG0428
 FG0428.The horizontal coordinates were scaled from a topographic map and have
 FG0428.an estimated accuracy of +/- 6 seconds.
 FG0428
 FG0428.The orthometric height was determined by differential leveling
 FG0428.and adjusted by the National Geodetic Survey in June 1991..
 FG0428
 FG0428.The geoid height was determined by GEOID03.
 FG0428
 FG0428.The dynamic height is computed by dividing the NAVD 88
 FG0428.geopotential number by the normal gravity value computed on the
 FG0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0428.degrees latitude (g = 980.6199 gals.).
 FG0428
 FG0428.The modeled gravity was interpolated from observed gravity values.
 FG0428
 FG0428;                    North         East    Units  Estimated Accuracy
 FG0428;SPC AR N     -    93,810.      311,290.      MT  (+/- 180 meters Scaled)
 FG0428
 FG0428                          SUPERSEDED SURVEY CONTROL
 FG0428
 FG0428  NGVD 29 (??/??/92)   96.207  (m)          315.64   (f) ADJ UNCH    2 0
 FG0428
 FG0428.Superseded values are not recommended for survey control.
 FG0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0428.See file dsdata.txt to determine how the superseded data were derived.
 FG0428
 FG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU023924(NAD 83)
 FG0428_MARKER: DB = BENCH MARK DISK
 FG0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0428_STAMPING: Q 101 1935
 FG0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0428+STABILITY: SURFACE MOTION
 FG0428
 FG0428  HISTORY     - Date     Condition        Report By
 FG0428  HISTORY     - 1935     MONUMENTED       CGS
 FG0428  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0428
 FG0428                          STATION DESCRIPTION
 FG0428
 FG0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0428'6.1 MI SW FROM ATKINS.
 FG0428'6.1 MILES SOUTHWEST ALONG THE COUNTY ROAD TO REID FERRY FROM THE
 FG0428'MISSOURI PACIFIC RAILROAD STATION AT ATKINS, 1.2 MILES SOUTHWEST OF A
 FG0428'STEEL BRIDGE OVER A CREEK, 36 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FG0428'ROAD, 20 FEET SOUTHWEST OF THE WEST CORNER OF A FENCE, 16 FEET
 FG0428'SOUTHWEST OF THE CENTERLINE OF A ROAD LEADING SOUTHEAST, AND 7.8 FEET
 FG0428'SOUTHWEST OF A 36-INCH ELM TREE.  A STANDARD DISK, STAMPED Q 101 1935
 FG0428'AND SET IN THE TOP OF A CONCRETE POST.
 FG0428
 FG0428                          STATION RECOVERY (1984)
 FG0428
 FG0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1009 ***********************************************************************
 EJ1009  DESIGNATION -  Q 103
 EJ1009  PID         -  EJ1009
 EJ1009  STATE/COUNTY-  AR/GARLAND
 EJ1009  USGS QUAD   -  JESSIEVILLE (1976)
 EJ1009
 EJ1009                         *CURRENT SURVEY CONTROL
 EJ1009  ___________________________________________________________________
 EJ1009* NAD 83(1986)-  34 41 55.     (N)    093 03 44.     (W)     SCALED    
 EJ1009* NAVD 88     -       214.120  (meters)     702.49   (feet)  ADJUSTED  
 EJ1009  ___________________________________________________________________
 EJ1009  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 EJ1009  DYNAMIC HT  -         213.908 (meters)     701.80  (feet)  COMP
 EJ1009  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 EJ1009
 EJ1009  VERT ORDER  -  SECOND    CLASS 0
 EJ1009
 EJ1009.The horizontal coordinates were scaled from a topographic map and have
 EJ1009.an estimated accuracy of +/- 6 seconds.
 EJ1009
 EJ1009.The orthometric height was determined by differential leveling
 EJ1009.and adjusted by the National Geodetic Survey in June 1991..
 EJ1009
 EJ1009.The geoid height was determined by GEOID03.
 EJ1009
 EJ1009.The dynamic height is computed by dividing the NAVD 88
 EJ1009.geopotential number by the normal gravity value computed on the
 EJ1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1009.degrees latitude (g = 980.6199 gals.).
 EJ1009
 EJ1009.The modeled gravity was interpolated from observed gravity values.
 EJ1009
 EJ1009;                    North         East    Units  Estimated Accuracy
 EJ1009;SPC AR S     -   625,880.      302,680.      MT  (+/- 180 meters Scaled)
 EJ1009
 EJ1009                          SUPERSEDED SURVEY CONTROL
 EJ1009
 EJ1009  NGVD 29 (??/??/92)  214.110  (m)          702.46   (f) ADJ UNCH    2 0
 EJ1009
 EJ1009.Superseded values are not recommended for survey control.
 EJ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1009.See file dsdata.txt to determine how the superseded data were derived.
 EJ1009
 EJ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU943396(NAD 83)
 EJ1009_MARKER: DB = BENCH MARK DISK
 EJ1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1009_STAMPING: Q 103 1935
 EJ1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1009+STABILITY: SURFACE MOTION
 EJ1009
 EJ1009  HISTORY     - Date     Condition        Report By
 EJ1009  HISTORY     - 1935     MONUMENTED       CGS
 EJ1009  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ1009  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1009
 EJ1009                          STATION DESCRIPTION
 EJ1009
 EJ1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1009'IN JESSIEVILLE.
 EJ1009'AT JESSIEVILLE, GARLAND COUNTY, AT THE INTERSECTION OF THE BEAUDRY
 EJ1009'ROAD AND STATE HIGHWAY 7, 300 FEET NORTH OF A SERVICE STATION, 200
 EJ1009'FEET NORTH OF A CONCRETE CULVERT UNDER THE HIGHWAY, 27.8 FEET WEST OF
 EJ1009'THE CENTER LINE OF THE HIGHWAY, AND 11.4 FEET NORTH OF AN 18-INCH
 EJ1009'SWEET GUM TREE.  A STANDARD DISK, STAMPED Q 103 1935 AND SET IN THE
 EJ1009'TOP OF A CONCRETE POST.  NOTE-- HIGHWAY WIDENED 15 FEET.
 EJ1009
 EJ1009                          STATION RECOVERY (1998)
 EJ1009
 EJ1009'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0801 ***********************************************************************
 EJ0801  DESIGNATION -  Q 104
 EJ0801  PID         -  EJ0801
 EJ0801  STATE/COUNTY-  AR/SALINE
 EJ0801  USGS QUAD   -  PARON SW (1984)
 EJ0801
 EJ0801                         *CURRENT SURVEY CONTROL
 EJ0801  ___________________________________________________________________
 EJ0801* NAD 83(1986)-  34 49 07.     (N)    092 53 31.     (W)     SCALED    
 EJ0801* NAVD 88     -       225.570  (meters)     740.06   (feet)  ADJUSTED  
 EJ0801  ___________________________________________________________________
 EJ0801  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EJ0801  DYNAMIC HT  -         225.346 (meters)     739.32  (feet)  COMP
 EJ0801  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 EJ0801
 EJ0801  VERT ORDER  -  SECOND    CLASS 0
 EJ0801
 EJ0801.The horizontal coordinates were scaled from a topographic map and have
 EJ0801.an estimated accuracy of +/- 6 seconds.
 EJ0801
 EJ0801.The orthometric height was determined by differential leveling
 EJ0801.and adjusted by the National Geodetic Survey in June 1991..
 EJ0801
 EJ0801.The geoid height was determined by GEOID03.
 EJ0801
 EJ0801.The dynamic height is computed by dividing the NAVD 88
 EJ0801.geopotential number by the normal gravity value computed on the
 EJ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0801.degrees latitude (g = 980.6199 gals.).
 EJ0801
 EJ0801.The modeled gravity was interpolated from observed gravity values.
 EJ0801
 EJ0801;                    North         East    Units  Estimated Accuracy
 EJ0801;SPC AR S     -   639,040.      318,400.      MT  (+/- 180 meters Scaled)
 EJ0801
 EJ0801                          SUPERSEDED SURVEY CONTROL
 EJ0801
 EJ0801  NGVD 29 (??/??/92)  225.566  (m)          740.04   (f) ADJ UNCH    2 0
 EJ0801
 EJ0801.Superseded values are not recommended for survey control.
 EJ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0801.See file dsdata.txt to determine how the superseded data were derived.
 EJ0801
 EJ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU098529(NAD 83)
 EJ0801_MARKER: DB = BENCH MARK DISK
 EJ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0801_STAMPING: Q 104 1935
 EJ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0801+STABILITY: SURFACE MOTION
 EJ0801
 EJ0801  HISTORY     - Date     Condition        Report By
 EJ0801  HISTORY     - 1935     MONUMENTED       CGS
 EJ0801  HISTORY     - 1965     GOOD             NGS
 EJ0801
 EJ0801                          STATION DESCRIPTION
 EJ0801
 EJ0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0801'5.1 MI NW FROM REFORM.
 EJ0801'5.1 MILES NORTHWEST ALONG THE ALUM FORK ROAD FROM THE POST OFFICE AT
 EJ0801'REFORM, SALINE COUNTY, 1.9 MILES WEST OF WALNUT BOTTOM SCHOOL, 0.4
 EJ0801'MILE WEST OF THE INTERSECTION OF A ROAD LEADING NORTH TO NORTH FORK
 EJ0801'TOWER, 275 FEET WEST OF A CONCRETE BRIDGE OVER DRENNAN CREEK, 175 FEET
 EJ0801'SOUTH OF THE JEFF COX FARMHOUSE, 25.2 FEET SOUTH OF THE CENTER LINE OF
 EJ0801'THE ROAD, AND 4.4 FEET EAST OF THE NORTHWEST CORNER OF THE GARDEN
 EJ0801'FENCE.  A STANDARD DISK, STAMPED Q 104 1935 AND SET IN THE TOP OF A
 EJ0801'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1084 ***********************************************************************
 EJ1084  DESIGNATION -  Q 105
 EJ1084  PID         -  EJ1084
 EJ1084  STATE/COUNTY-  AR/YELL
 EJ1084  USGS QUAD   -  ONYX (1968)
 EJ1084
 EJ1084                         *CURRENT SURVEY CONTROL
 EJ1084  ___________________________________________________________________
 EJ1084* NAD 83(1986)-  34 50 09.     (N)    093 23 09.     (W)     SCALED    
 EJ1084* NAVD 88     -       220.553  (meters)     723.60   (feet)  ADJUSTED  
 EJ1084  ___________________________________________________________________
 EJ1084  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 EJ1084  DYNAMIC HT  -         220.331 (meters)     722.87  (feet)  COMP
 EJ1084  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 EJ1084
 EJ1084  VERT ORDER  -  SECOND    CLASS 0
 EJ1084
 EJ1084.The horizontal coordinates were scaled from a topographic map and have
 EJ1084.an estimated accuracy of +/- 6 seconds.
 EJ1084
 EJ1084.The orthometric height was determined by differential leveling
 EJ1084.and adjusted by the National Geodetic Survey in June 1991..
 EJ1084
 EJ1084.The geoid height was determined by GEOID03.
 EJ1084
 EJ1084.The dynamic height is computed by dividing the NAVD 88
 EJ1084.geopotential number by the normal gravity value computed on the
 EJ1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1084.degrees latitude (g = 980.6199 gals.).
 EJ1084
 EJ1084.The modeled gravity was interpolated from observed gravity values.
 EJ1084
 EJ1084;                    North         East    Units  Estimated Accuracy
 EJ1084;SPC AR N     -    56,640.      273,240.      MT  (+/- 180 meters Scaled)
 EJ1084
 EJ1084                          SUPERSEDED SURVEY CONTROL
 EJ1084
 EJ1084  NGVD 29 (??/??/92)  220.501  (m)          723.43   (f) ADJ UNCH    2 0
 EJ1084
 EJ1084.Superseded values are not recommended for survey control.
 EJ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1084.See file dsdata.txt to determine how the superseded data were derived.
 EJ1084
 EJ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU647549(NAD 83)
 EJ1084_MARKER: DB = BENCH MARK DISK
 EJ1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1084_STAMPING: Q 105 1935
 EJ1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1084+STABILITY: SURFACE MOTION
 EJ1084
 EJ1084  HISTORY     - Date     Condition        Report By
 EJ1084  HISTORY     - 1935     MONUMENTED       CGS
 EJ1084  HISTORY     - 1965     GOOD             NGS
 EJ1084
 EJ1084                          STATION DESCRIPTION
 EJ1084
 EJ1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1084'1.9 MI SE FROM ONYX.
 EJ1084'1.9 MILES SOUTHEAST ALONG THE POTATO HILL ROAD FROM THE PUBLIC SCHOOL
 EJ1084'AT ONYX, YELL COUNTY, 0.2 MILE NORTHWEST OF A LOG HOUSE, 90 FEET
 EJ1084'NORTHWEST OF THE JUNCTION OF A ROAD LEADING NORTHEAST ACROSS A CREEK,
 EJ1084'18.4 FEET NORTHEAST OF THE CENTER LINE OF THE POTATO HILL ROAD, AND
 EJ1084'6.8 FEET NORTHEAST OF A 12-INCH BLAZED PINE TREE.  A STANDARD DISK,
 EJ1084'STAMPED Q 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2149 ***********************************************************************
 EH2149  DESIGNATION -  Q 107
 EH2149  PID         -  EH2149
 EH2149  STATE/COUNTY-  AR/LONOKE
 EH2149  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2149
 EH2149                         *CURRENT SURVEY CONTROL
 EH2149  ___________________________________________________________________
 EH2149* NAD 83(1986)-  34 45 53.     (N)    091 46 08.     (W)     SCALED    
 EH2149* NAVD 88     -        69.179  (meters)     226.96   (feet)  ADJUSTED  
 EH2149  ___________________________________________________________________
 EH2149  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2149  DYNAMIC HT  -          69.114 (meters)     226.75  (feet)  COMP
 EH2149  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 EH2149
 EH2149  VERT ORDER  -  FIRST     CLASS II
 EH2149
 EH2149.The horizontal coordinates were scaled from a topographic map and have
 EH2149.an estimated accuracy of +/- 6 seconds.
 EH2149
 EH2149.The orthometric height was determined by differential leveling
 EH2149.and adjusted by the National Geodetic Survey in June 1991..
 EH2149
 EH2149.The geoid height was determined by GEOID03.
 EH2149
 EH2149.The dynamic height is computed by dividing the NAVD 88
 EH2149.geopotential number by the normal gravity value computed on the
 EH2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2149.degrees latitude (g = 980.6199 gals.).
 EH2149
 EH2149.The modeled gravity was interpolated from observed gravity values.
 EH2149
 EH2149;                    North         East    Units  Estimated Accuracy
 EH2149;SPC AR S     -   632,730.      421,160.      MT  (+/- 180 meters Scaled)
 EH2149
 EH2149                          SUPERSEDED SURVEY CONTROL
 EH2149
 EH2149  NGVD 29 (??/??/??)   69.191  (m)          227.00   (f) ADJUSTED    1 2
 EH2149
 EH2149.Superseded values are not recommended for survey control.
 EH2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2149.See file dsdata.txt to determine how the superseded data were derived.
 EH2149
 EH2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU126476(NAD 83)
 EH2149_MARKER: DB = BENCH MARK DISK
 EH2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2149_STAMPING: Q 107 1954
 EH2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2149+STABILITY: SURFACE MOTION
 EH2149
 EH2149  HISTORY     - Date     Condition        Report By
 EH2149  HISTORY     - 1954     MONUMENTED       CGS
 EH2149  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH2149
 EH2149                          STATION DESCRIPTION
 EH2149
 EH2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2149'2.55 MI SW FROM CARLISLE.
 EH2149'0.3 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2149'THE STATION AT CARLISLE, THENCE 1.25 MILE SOUTH ALONG STATE HIGHWAY
 EH2149'13, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 89 FEET NORTH OF A
 EH2149'POWER POLE, 66 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 EH2149'GRAVELED ROAD, 20 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 EH2149'NORTH, 1.4 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET
 EH2149'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 EH2149'GROUND, 39 FEET NORTH OF A FENCE CORNER.
 EH2149
 EH2149                          STATION RECOVERY (2003)
 EH2149
 EH2149'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2163 ***********************************************************************
 EH2163  DESIGNATION -  Q 108
 EH2163  PID         -  EH2163
 EH2163  STATE/COUNTY-  AR/LONOKE
 EH2163  USGS QUAD   -  CARLISLE (1994)
 EH2163
 EH2163                         *CURRENT SURVEY CONTROL
 EH2163  ___________________________________________________________________
 EH2163* NAD 83(1986)-  34 46 43.     (N)    091 44 50.     (W)     SCALED    
 EH2163* NAVD 88     -        70.089  (meters)     229.95   (feet)  ADJUSTED  
 EH2163  ___________________________________________________________________
 EH2163  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH2163  DYNAMIC HT  -          70.023 (meters)     229.73  (feet)  COMP
 EH2163  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 EH2163
 EH2163  VERT ORDER  -  FIRST     CLASS II
 EH2163
 EH2163.This mark is at Carlisle Airport (4M3)
 EH2163
 EH2163.The horizontal coordinates were scaled from a topographic map and have
 EH2163.an estimated accuracy of +/- 6 seconds.
 EH2163
 EH2163.The orthometric height was determined by differential leveling
 EH2163.and adjusted by the National Geodetic Survey in June 1991..
 EH2163
 EH2163.The geoid height was determined by GEOID03.
 EH2163
 EH2163.The dynamic height is computed by dividing the NAVD 88
 EH2163.geopotential number by the normal gravity value computed on the
 EH2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2163.degrees latitude (g = 980.6199 gals.).
 EH2163
 EH2163.The modeled gravity was interpolated from observed gravity values.
 EH2163
 EH2163;                    North         East    Units  Estimated Accuracy
 EH2163;SPC AR S     -   634,280.      423,140.      MT  (+/- 180 meters Scaled)
 EH2163
 EH2163                          SUPERSEDED SURVEY CONTROL
 EH2163
 EH2163  NGVD 29 (??/??/??)   70.100  (m)          229.99   (f) ADJUSTED    1 2
 EH2163
 EH2163.Superseded values are not recommended for survey control.
 EH2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2163.See file dsdata.txt to determine how the superseded data were derived.
 EH2163
 EH2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU146492(NAD 83)
 EH2163_MARKER: DB = BENCH MARK DISK
 EH2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2163_STAMPING: Q 108 1954
 EH2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2163+STABILITY: SURFACE MOTION
 EH2163
 EH2163  HISTORY     - Date     Condition        Report By
 EH2163  HISTORY     - 1954     MONUMENTED       CGS
 EH2163  HISTORY     - 1967     GOOD             CGS
 EH2163  HISTORY     - 20030609 POOR             USACE
 EH2163
 EH2163                          STATION DESCRIPTION
 EH2163
 EH2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2163'IN CARLISLE.
 EH2163'IT IS 0.15 MILE SOUTH ALONG SOUTH COURT STREET FROM THE CHICAGO, ROCK
 EH2163'ISLAND AND PACIFIC RAILROAD STATION AT CARLISLE, 0.1 MILE SOUTH OF THE
 EH2163'MAINTENANCE HANGAR AT THE CARLISLE AIRPORT, 135 FEET EAST OF THE
 EH2163'CENTER OF THE RUNWAY, 2 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A
 EH2163'METAL WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST
 EH2163'PROJECTING 4 INCHES.
 EH2163
 EH2163                          STATION RECOVERY (2003)
 EH2163
 EH2163'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2163'MARK DESTROYED. MONUMENT FOUND BEHIND OLD TIN BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1097 ***********************************************************************
 EH1097  DESIGNATION -  Q 109
 EH1097  PID         -  EH1097
 EH1097  STATE/COUNTY-  AR/PRAIRIE
 EH1097  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1097
 EH1097                         *CURRENT SURVEY CONTROL
 EH1097  ___________________________________________________________________
 EH1097* NAD 83(1986)-  34 47 11.     (N)    091 27 49.     (W)     SCALED    
 EH1097* NAVD 88     -        58.071  (meters)     190.52   (feet)  ADJUSTED  
 EH1097  ___________________________________________________________________
 EH1097  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1097  DYNAMIC HT  -          58.017 (meters)     190.34  (feet)  COMP
 EH1097  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 EH1097
 EH1097  VERT ORDER  -  FIRST     CLASS II
 EH1097
 EH1097.The horizontal coordinates were scaled from a topographic map and have
 EH1097.an estimated accuracy of +/- 6 seconds.
 EH1097
 EH1097.The orthometric height was determined by differential leveling
 EH1097.and adjusted by the National Geodetic Survey in June 1991..
 EH1097
 EH1097.The geoid height was determined by GEOID03.
 EH1097
 EH1097.The dynamic height is computed by dividing the NAVD 88
 EH1097.geopotential number by the normal gravity value computed on the
 EH1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1097.degrees latitude (g = 980.6199 gals.).
 EH1097
 EH1097.The modeled gravity was interpolated from observed gravity values.
 EH1097
 EH1097;                    North         East    Units  Estimated Accuracy
 EH1097;SPC AR S     -   635,240.      449,090.      MT  (+/- 180 meters Scaled)
 EH1097
 EH1097                          SUPERSEDED SURVEY CONTROL
 EH1097
 EH1097  NGVD 29 (??/??/??)   58.073  (m)          190.53   (f) ADJUSTED    1 2
 EH1097
 EH1097.Superseded values are not recommended for survey control.
 EH1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1097.See file dsdata.txt to determine how the superseded data were derived.
 EH1097
 EH1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU405504(NAD 83)
 EH1097_MARKER: DB = BENCH MARK DISK
 EH1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1097_STAMPING: Q 109 1954
 EH1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1097+STABILITY: SURFACE MOTION
 EH1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1097+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 EH1097
 EH1097  HISTORY     - Date     Condition        Report By
 EH1097  HISTORY     - 1954     MONUMENTED       CGS
 EH1097  HISTORY     - 20030428 GOOD             USACE
 EH1097
 EH1097                          STATION DESCRIPTION
 EH1097
 EH1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1097'0.25 MI W FROM DE VALLS BLUFF.
 EH1097'0.25 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1097'FROM THE STATION AT DE VALLS BLUFF, AT A ROAD CROSSING, 43 FEET SOUTH
 EH1097'OF THE SOUTH RAIL, 39 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 20
 EH1097'FEET WEST OF A TELEPHONE POLE, 3 FEET NORTH OF A FENCE, 2 FEET EAST OF
 EH1097'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 EH1097'FOOT ABOVE THE GROUND.
 EH1097
 EH1097                          STATION RECOVERY (2003)
 EH1097
 EH1097'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1097'MARK IS IN THICKET OF BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1921 ***********************************************************************
 EH1921  DESIGNATION -  Q 110
 EH1921  PID         -  EH1921
 EH1921  STATE/COUNTY-  AR/PRAIRIE
 EH1921  USGS QUAD   -  DES ARC WEST (1994)
 EH1921
 EH1921                         *CURRENT SURVEY CONTROL
 EH1921  ___________________________________________________________________
 EH1921* NAD 83(1986)-  34 59 38.     (N)    091 37 18.     (W)     SCALED    
 EH1921* NAVD 88     -        63.087  (meters)     206.98   (feet)  ADJUSTED  
 EH1921  ___________________________________________________________________
 EH1921  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EH1921  DYNAMIC HT  -          63.028 (meters)     206.78  (feet)  COMP
 EH1921  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 EH1921
 EH1921  VERT ORDER  -  FIRST     CLASS II
 EH1921
 EH1921.The horizontal coordinates were scaled from a topographic map and have
 EH1921.an estimated accuracy of +/- 6 seconds.
 EH1921
 EH1921.The orthometric height was determined by differential leveling
 EH1921.and adjusted by the National Geodetic Survey in June 1991..
 EH1921
 EH1921.The geoid height was determined by GEOID03.
 EH1921
 EH1921.The dynamic height is computed by dividing the NAVD 88
 EH1921.geopotential number by the normal gravity value computed on the
 EH1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1921.degrees latitude (g = 980.6199 gals.).
 EH1921
 EH1921.The modeled gravity was interpolated from observed gravity values.
 EH1921
 EH1921;                    North         East    Units  Estimated Accuracy
 EH1921;SPC AR S     -   658,200.      434,540.      MT  (+/- 180 meters Scaled)
 EH1921
 EH1921                          SUPERSEDED SURVEY CONTROL
 EH1921
 EH1921  NGVD 29 (??/??/??)   63.086  (m)          206.97   (f) ADJUSTED    1 2
 EH1921
 EH1921.Superseded values are not recommended for survey control.
 EH1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1921.See file dsdata.txt to determine how the superseded data were derived.
 EH1921
 EH1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU257732(NAD 83)
 EH1921_MARKER: DB = BENCH MARK DISK
 EH1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1921_STAMPING: Q 110 1954
 EH1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1921+STABILITY: SURFACE MOTION
 EH1921
 EH1921  HISTORY     - Date     Condition        Report By
 EH1921  HISTORY     - 1954     MONUMENTED       CGS
 EH1921  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1921
 EH1921                          STATION DESCRIPTION
 EH1921
 EH1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1921'6.75 MI E FROM HICKORY PLAINS.
 EH1921'6.75 MILES EAST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH STATE
 EH1921'HIGHWAY 13 AT HICKORY PLAINS, 92 FEET WEST OF THE CENTER LINE OF A
 EH1921'PRIVATE DRIVEWAY LEADING SOUTH, 30.6 FEET SOUTHWEST OF A 33 INCH OAK
 EH1921'TREE, 37 FEET EAST OF A 30 INCH OAK TREE, 44 FEET SOUTH OF THE CENTER
 EH1921'LINE OF THE HIGHWAY, 2 FEET NORTH OF A FENCE, 1.2 FEET EAST OF A
 EH1921'WITNESS POST, 0.5 MILE WEST OF BENCH MARK M 110, SET IN THE TOP OF A
 EH1921'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 EH1921
 EH1921                          STATION RECOVERY (2003)
 EH1921
 EH1921'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1956 ***********************************************************************
 EH1956  DESIGNATION -  Q 111
 EH1956  PID         -  EH1956
 EH1956  STATE/COUNTY-  AR/LONOKE
 EH1956  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1956
 EH1956                         *CURRENT SURVEY CONTROL
 EH1956  ___________________________________________________________________
 EH1956* NAD 83(1986)-  34 51 52.     (N)    091 50 21.     (W)     SCALED    
 EH1956* NAVD 88     -        72.122  (meters)     236.62   (feet)  ADJUSTED  
 EH1956  ___________________________________________________________________
 EH1956  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1956  DYNAMIC HT  -          72.054 (meters)     236.40  (feet)  COMP
 EH1956  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 EH1956
 EH1956  VERT ORDER  -  FIRST     CLASS II
 EH1956
 EH1956.The horizontal coordinates were scaled from a topographic map and have
 EH1956.an estimated accuracy of +/- 6 seconds.
 EH1956
 EH1956.The orthometric height was determined by differential leveling
 EH1956.and adjusted by the National Geodetic Survey in June 1991..
 EH1956
 EH1956.The geoid height was determined by GEOID03.
 EH1956
 EH1956.The dynamic height is computed by dividing the NAVD 88
 EH1956.geopotential number by the normal gravity value computed on the
 EH1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1956.degrees latitude (g = 980.6199 gals.).
 EH1956
 EH1956.The modeled gravity was interpolated from observed gravity values.
 EH1956
 EH1956;                    North         East    Units  Estimated Accuracy
 EH1956;SPC AR S     -   643,780.      414,710.      MT  (+/- 180 meters Scaled)
 EH1956
 EH1956                          SUPERSEDED SURVEY CONTROL
 EH1956
 EH1956  NGVD 29 (??/??/??)   72.131  (m)          236.65   (f) ADJUSTED    1 2
 EH1956
 EH1956.Superseded values are not recommended for survey control.
 EH1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1956.See file dsdata.txt to determine how the superseded data were derived.
 EH1956
 EH1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU061586(NAD 83)
 EH1956_MARKER: DB = BENCH MARK DISK
 EH1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1956_STAMPING: Q 111 1955
 EH1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1956+STABILITY: SURFACE MOTION
 EH1956
 EH1956  HISTORY     - Date     Condition        Report By
 EH1956  HISTORY     - 1955     MONUMENTED       CGS
 EH1956  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH1956
 EH1956                          STATION DESCRIPTION
 EH1956
 EH1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1956'8.1 MI N FROM LONOKE.
 EH1956'6.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1956'AND PACIFIC RAILROAD STATION AT LONOKE, THENCE 2.0 MILES EAST ALONG A
 EH1956'CRUSHED ROCK ROAD, 100 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 EH1956'WEST ROAD, 36 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 EH1956'NORTH, 78 FEET NORTH OF A POWER POLE, 19 FEET WEST OF AN IRRIGATION
 EH1956'WELL, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH1956'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, AT WELL-3N8W-23 CCC 1
 EH1956'(U.S.G.S.).
 EH1956
 EH1956                          STATION RECOVERY (2003)
 EH1956
 EH1956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1623 ***********************************************************************
 EH1623  DESIGNATION -  Q 112
 EH1623  PID         -  EH1623
 EH1623  STATE/COUNTY-  AR/ARKANSAS
 EH1623  USGS QUAD   -  REYDELL (1975)
 EH1623
 EH1623                         *CURRENT SURVEY CONTROL
 EH1623  ___________________________________________________________________
 EH1623* NAD 83(1986)-  34 14 16.     (N)    091 31 13.     (W)     SCALED    
 EH1623* NAVD 88     -        58.739  (meters)     192.71   (feet)  ADJUSTED  
 EH1623  ___________________________________________________________________
 EH1623  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EH1623  DYNAMIC HT  -          58.682 (meters)     192.53  (feet)  COMP
 EH1623  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 EH1623
 EH1623  VERT ORDER  -  FIRST     CLASS II
 EH1623
 EH1623.The horizontal coordinates were scaled from a topographic map and have
 EH1623.an estimated accuracy of +/- 6 seconds.
 EH1623
 EH1623.The orthometric height was determined by differential leveling
 EH1623.and adjusted by the National Geodetic Survey in August 1993..
 EH1623
 EH1623.The geoid height was determined by GEOID03.
 EH1623
 EH1623.The dynamic height is computed by dividing the NAVD 88
 EH1623.geopotential number by the normal gravity value computed on the
 EH1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1623.degrees latitude (g = 980.6199 gals.).
 EH1623
 EH1623.The modeled gravity was interpolated from observed gravity values.
 EH1623
 EH1623;                    North         East    Units  Estimated Accuracy
 EH1623;SPC AR S     -   574,360.      444,190.      MT  (+/- 180 meters Scaled)
 EH1623
 EH1623                          SUPERSEDED SURVEY CONTROL
 EH1623
 EH1623  NAVD 88 (06/15/91)   58.786  (m)          192.87   (f) UNKNOWN     1 2
 EH1623  NGVD 29 (??/??/??)   58.813  (m)          192.96   (f) ADJUSTED    1 2
 EH1623
 EH1623.Superseded values are not recommended for survey control.
 EH1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1623.See file dsdata.txt to determine how the superseded data were derived.
 EH1623
 EH1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT362895(NAD 83)
 EH1623_MARKER: DB = BENCH MARK DISK
 EH1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1623_STAMPING: Q 112 1954
 EH1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1623+STABILITY: SURFACE MOTION
 EH1623
 EH1623  HISTORY     - Date     Condition        Report By
 EH1623  HISTORY     - 1954     MONUMENTED       CGS
 EH1623  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1623
 EH1623                          STATION DESCRIPTION
 EH1623
 EH1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1623'1.0 MI N FROM BAYOU METO.
 EH1623'1.0 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BAYOU METO,
 EH1623'37 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 24 FEET
 EH1623'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 8 FEET NORTHWEST OF
 EH1623'A TELEPHONE POLE, 2 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS
 EH1623'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 EH1623'THE GROUND.
 EH1623
 EH1623                          STATION RECOVERY (2003)
 EH1623
 EH1623'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2344 ***********************************************************************
 EH2344  DESIGNATION -  Q 113
 EH2344  PID         -  EH2344
 EH2344  STATE/COUNTY-  AR/ARKANSAS
 EH2344  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2344
 EH2344                         *CURRENT SURVEY CONTROL
 EH2344  ___________________________________________________________________
 EH2344* NAD 83(1986)-  34 32 15.     (N)    091 34 28.     (W)     SCALED    
 EH2344* NAVD 88     -        65.863  (meters)     216.09   (feet)  ADJUSTED  
 EH2344  ___________________________________________________________________
 EH2344  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH2344  DYNAMIC HT  -          65.800 (meters)     215.88  (feet)  COMP
 EH2344  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 EH2344
 EH2344  VERT ORDER  -  FIRST     CLASS II
 EH2344
 EH2344.The horizontal coordinates were scaled from a topographic map and have
 EH2344.an estimated accuracy of +/- 6 seconds.
 EH2344
 EH2344.The orthometric height was determined by differential leveling
 EH2344.and adjusted by the National Geodetic Survey in June 1991..
 EH2344
 EH2344.The geoid height was determined by GEOID03.
 EH2344
 EH2344.The dynamic height is computed by dividing the NAVD 88
 EH2344.geopotential number by the normal gravity value computed on the
 EH2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2344.degrees latitude (g = 980.6199 gals.).
 EH2344
 EH2344.The modeled gravity was interpolated from observed gravity values.
 EH2344
 EH2344;                    North         East    Units  Estimated Accuracy
 EH2344;SPC AR S     -   607,580.      439,060.      MT  (+/- 180 meters Scaled)
 EH2344
 EH2344                          SUPERSEDED SURVEY CONTROL
 EH2344
 EH2344  NGVD 29 (??/??/??)   65.889  (m)          216.17   (f) ADJUSTED    1 2
 EH2344
 EH2344.Superseded values are not recommended for survey control.
 EH2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2344.See file dsdata.txt to determine how the superseded data were derived.
 EH2344
 EH2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU308226(NAD 83)
 EH2344_MARKER: DB = BENCH MARK DISK
 EH2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2344_STAMPING: Q 113 1954
 EH2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2344+STABILITY: SURFACE MOTION
 EH2344
 EH2344  HISTORY     - Date     Condition        Report By
 EH2344  HISTORY     - 1954     MONUMENTED       CGS
 EH2344  HISTORY     - 20030612 POOR             USACE
 EH2344
 EH2344                          STATION DESCRIPTION
 EH2344
 EH2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2344'3.8 MI NW FROM STUTTGART.
 EH2344'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST LOUIS AND
 EH2344'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2344'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2344'ALONG STATE HIGHWAYS 11 AND 30, THENCE 1.0 MILE WEST ALONG STATE
 EH2344'HIGHWAY 30, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 EH2344'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 108 FEET NORTH OF A
 EH2344'POWER POLE, 2 FEET SOUTH OF A FENCE CORNER, 2 FEET NORTH OF A WITNESS
 EH2344'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 EH2344'THE GROUND.
 EH2344
 EH2344                          STATION RECOVERY (2003)
 EH2344
 EH2344'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2344'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1401 ***********************************************************************
 EH1401  DESIGNATION -  Q 114
 EH1401  PID         -  EH1401
 EH1401  STATE/COUNTY-  AR/ARKANSAS
 EH1401  USGS QUAD   -  ALMYRA (1968)
 EH1401
 EH1401                         *CURRENT SURVEY CONTROL
 EH1401  ___________________________________________________________________
 EH1401* NAD 83(1986)-  34 23 52.     (N)    091 24 31.     (W)     SCALED    
 EH1401* NAVD 88     -        60.551  (meters)     198.66   (feet)  ADJUSTED  
 EH1401  ___________________________________________________________________
 EH1401  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH1401  DYNAMIC HT  -          60.492 (meters)     198.46  (feet)  COMP
 EH1401  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EH1401
 EH1401  VERT ORDER  -  FIRST     CLASS II
 EH1401
 EH1401.The horizontal coordinates were scaled from a topographic map and have
 EH1401.an estimated accuracy of +/- 6 seconds.
 EH1401
 EH1401.The orthometric height was determined by differential leveling
 EH1401.and adjusted by the National Geodetic Survey in August 1993..
 EH1401
 EH1401.The geoid height was determined by GEOID03.
 EH1401
 EH1401.The dynamic height is computed by dividing the NAVD 88
 EH1401.geopotential number by the normal gravity value computed on the
 EH1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1401.degrees latitude (g = 980.6199 gals.).
 EH1401
 EH1401.The modeled gravity was interpolated from observed gravity values.
 EH1401
 EH1401;                    North         East    Units  Estimated Accuracy
 EH1401;SPC AR S     -   592,160.      454,380.      MT  (+/- 180 meters Scaled)
 EH1401
 EH1401                          SUPERSEDED SURVEY CONTROL
 EH1401
 EH1401  NAVD 88 (06/15/91)   60.605  (m)          198.83   (f) UNKNOWN     1 2
 EH1401  NGVD 29 (??/??/??)   60.612  (m)          198.86   (f) ADJUSTED    1 2
 EH1401
 EH1401.Superseded values are not recommended for survey control.
 EH1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1401.See file dsdata.txt to determine how the superseded data were derived.
 EH1401
 EH1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462074(NAD 83)
 EH1401_MARKER: DB = BENCH MARK DISK
 EH1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1401_SP_SET: CULVERT
 EH1401_STAMPING: Q 114 1954
 EH1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1401+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 EH1401
 EH1401  HISTORY     - Date     Condition        Report By
 EH1401  HISTORY     - 1954     MONUMENTED       CGS
 EH1401  HISTORY     - 20030415 GOOD             USACE
 EH1401
 EH1401                          STATION DESCRIPTION
 EH1401
 EH1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1401'0.6 MI S FROM ALMYRA.
 EH1401'0.6 MILE SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1401'STATION AT ALMYRA, 11 POLES SOUTH OF MILEPOST 245, 66 FEET EAST OF THE
 EH1401'EAST RAIL, 12 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 30, SET IN
 EH1401'THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 EH1401
 EH1401                          STATION RECOVERY (2003)
 EH1401
 EH1401'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1401'HWY IN ORIGINAL DESCRIPTION NOW NAMED OLD ALMYRA HWY ROAD. RAILROAD
 EH1401'ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1342 ***********************************************************************
 EH1342  DESIGNATION -  Q 116
 EH1342  PID         -  EH1342
 EH1342  STATE/COUNTY-  AR/ARKANSAS
 EH1342  USGS QUAD   -  DE WITT (1968)
 EH1342
 EH1342                         *CURRENT SURVEY CONTROL
 EH1342  ___________________________________________________________________
 EH1342* NAD 83(1986)-  34 16 56.     (N)    091 20 31.     (W)     SCALED    
 EH1342* NAVD 88     -        58.510  (meters)     191.96   (feet)  ADJUSTED  
 EH1342  ___________________________________________________________________
 EH1342  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH1342  DYNAMIC HT  -          58.453 (meters)     191.77  (feet)  COMP
 EH1342  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 EH1342
 EH1342  VERT ORDER  -  FIRST     CLASS II
 EH1342
 EH1342.The horizontal coordinates were scaled from a topographic map and have
 EH1342.an estimated accuracy of +/- 6 seconds.
 EH1342
 EH1342.The orthometric height was determined by differential leveling
 EH1342.and adjusted by the National Geodetic Survey in August 1993..
 EH1342
 EH1342.The geoid height was determined by GEOID03.
 EH1342
 EH1342.The dynamic height is computed by dividing the NAVD 88
 EH1342.geopotential number by the normal gravity value computed on the
 EH1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1342.degrees latitude (g = 980.6199 gals.).
 EH1342
 EH1342.The modeled gravity was interpolated from observed gravity values.
 EH1342
 EH1342;                    North         East    Units  Estimated Accuracy
 EH1342;SPC AR S     -   579,380.      460,590.      MT  (+/- 180 meters Scaled)
 EH1342
 EH1342                          SUPERSEDED SURVEY CONTROL
 EH1342
 EH1342  NGVD 29 (??/??/??)   58.596  (m)          192.24   (f) ADJUSTED    1 2
 EH1342
 EH1342.Superseded values are not recommended for survey control.
 EH1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1342.See file dsdata.txt to determine how the superseded data were derived.
 EH1342
 EH1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT526946(NAD 83)
 EH1342_MARKER: DB = BENCH MARK DISK
 EH1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1342_STAMPING: Q 116 1955
 EH1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1342+STABILITY: SURFACE MOTION
 EH1342
 EH1342  HISTORY     - Date     Condition        Report By
 EH1342  HISTORY     - 1955     MONUMENTED       CGS
 EH1342  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1342
 EH1342                          STATION DESCRIPTION
 EH1342
 EH1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1342'0.9 MI SW FROM DEWITT.
 EH1342'0.9 MILE SOUTHWEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 EH1342'THE STATION AT DEWITT, AT A ROAD CROSSING, 11 POLES SOUTH OF MILEPOST
 EH1342'256, 30.5 FEET WEST OF THE WEST RAIL, 47 FEET NORTH OF THE CENTER LINE
 EH1342'OF AN EAST AND WEST ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 3 FEET
 EH1342'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1342'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- ROAD CONSTRUCTION IN THE
 EH1342'AREA.
 EH1342
 EH1342                          STATION RECOVERY (1976)
 EH1342
 EH1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0874 ***********************************************************************
 DK0874  DESIGNATION -  Q 117
 DK0874  PID         -  DK0874
 DK0874  STATE/COUNTY-  AR/DESHA
 DK0874  USGS QUAD   -  DUMAS (1969)
 DK0874
 DK0874                         *CURRENT SURVEY CONTROL
 DK0874  ___________________________________________________________________
 DK0874* NAD 83(1986)-  33 52 57.     (N)    091 26 04.     (W)     SCALED    
 DK0874* NAVD 88     -        47.521  (meters)     155.91   (feet)  ADJUSTED  
 DK0874  ___________________________________________________________________
 DK0874  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DK0874  DYNAMIC HT  -          47.474 (meters)     155.75  (feet)  COMP
 DK0874  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 DK0874
 DK0874  VERT ORDER  -  FIRST     CLASS II
 DK0874
 DK0874.The horizontal coordinates were scaled from a topographic map and have
 DK0874.an estimated accuracy of +/- 6 seconds.
 DK0874
 DK0874.The orthometric height was determined by differential leveling
 DK0874.and adjusted by the National Geodetic Survey in June 1991..
 DK0874
 DK0874.The geoid height was determined by GEOID03.
 DK0874
 DK0874.The dynamic height is computed by dividing the NAVD 88
 DK0874.geopotential number by the normal gravity value computed on the
 DK0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0874.degrees latitude (g = 980.6199 gals.).
 DK0874
 DK0874.The modeled gravity was interpolated from observed gravity values.
 DK0874
 DK0874;                    North         East    Units  Estimated Accuracy
 DK0874;SPC AR S     -   535,000.      452,320.      MT  (+/- 180 meters Scaled)
 DK0874
 DK0874                          SUPERSEDED SURVEY CONTROL
 DK0874
 DK0874  NGVD 29 (??/??/??)   47.652  (m)          156.34   (f) ADJUSTED    1 2
 DK0874
 DK0874.Superseded values are not recommended for survey control.
 DK0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0874.See file dsdata.txt to determine how the superseded data were derived.
 DK0874
 DK0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT447502(NAD 83)
 DK0874_MARKER: DB = BENCH MARK DISK
 DK0874_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK0874_STAMPING: Q 117 1955
 DK0874_MARK LOGO: CGS   
 DK0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0874+STABILITY: SURFACE MOTION
 DK0874
 DK0874  HISTORY     - Date     Condition        Report By
 DK0874  HISTORY     - 1955     MONUMENTED       CGS
 DK0874  HISTORY     - 1976     GOOD             NGS
 DK0874  HISTORY     - 1984     GOOD             NGS
 DK0874  HISTORY     - 1988     GOOD             USPSQD
 DK0874  HISTORY     - 1989     GOOD             USPSQD
 DK0874  HISTORY     - 1990     GOOD             USPSQD
 DK0874  HISTORY     - 20040114 MARK NOT FOUND   USACE
 DK0874
 DK0874                          STATION DESCRIPTION
 DK0874
 DK0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0874'3.1 MI E FROM DUMAS.
 DK0874'3.1 MILES EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT DUMAS,
 DK0874'20 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AT THE NORTHEAST
 DK0874'END OF A CURVE IN THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF
 DK0874'THE SOUTHEAST CONCRETE HEADWALL OF A TWIN 36 INCH PIPE CULVERT.
 DK0874
 DK0874                          STATION RECOVERY (1976)
 DK0874
 DK0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0874'RECOVERED IN GOOD CONDITION.
 DK0874
 DK0874                          STATION RECOVERY (1984)
 DK0874
 DK0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0874'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM
 DK0874'(0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN DUMAS,
 DK0874'THENCE 4.7 KM (2.9 MI) EAST ALONG U.S. HIGHWAY 165, AT THE JUNCTION OF
 DK0874'STATE HIGHWAY 177, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 DK0874'HEADWALL OF A CONCRETE CULVERT UNDER U.S. HIGHWAY 165 NORTH,
 DK0874'39.47 METERS (129.5 FT) SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 DK0874'177, 6.09 METERS (20.0 FT) SOUTHEAST OF THE CENTER LINE OF U.S.
 DK0874'HIGHWAY 165, AND 0.46 METERS (1.5 FT) SOUTHWEST OF THE NORTHEAST END
 DK0874'OF THE SOUTHEAST HEADWALL.
 DK0874'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 DK0874'THE MARK IS 0.46 M BELOW HIGHWAY 165.
 DK0874
 DK0874                          STATION RECOVERY (1988)
 DK0874
 DK0874'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK0874'RECOVERED IN GOOD CONDITION.
 DK0874
 DK0874                          STATION RECOVERY (1989)
 DK0874
 DK0874'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK0874'RECOVERED IN GOOD CONDITION.
 DK0874
 DK0874                          STATION RECOVERY (1990)
 DK0874
 DK0874'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK0874'RECOVERED IN GOOD CONDITION.
 DK0874
 DK0874                          STATION RECOVERY (2004)
 DK0874
 DK0874'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1573 ***********************************************************************
 EJ1573  DESIGNATION -  Q 118
 EJ1573  PID         -  EJ1573
 EJ1573  STATE/COUNTY-  AR/LONOKE
 EJ1573  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1573
 EJ1573                         *CURRENT SURVEY CONTROL
 EJ1573  ___________________________________________________________________
 EJ1573* NAD 83(1986)-  34 47 01.     (N)    092 05 37.     (W)     SCALED    
 EJ1573* NAVD 88     -        75.581  (meters)     247.97   (feet)  ADJUSTED  
 EJ1573  ___________________________________________________________________
 EJ1573  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ1573  DYNAMIC HT  -          75.511 (meters)     247.74  (feet)  COMP
 EJ1573  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 EJ1573
 EJ1573  VERT ORDER  -  FIRST     CLASS II
 EJ1573
 EJ1573.The horizontal coordinates were scaled from a topographic map and have
 EJ1573.an estimated accuracy of +/- 6 seconds.
 EJ1573
 EJ1573.The orthometric height was determined by differential leveling
 EJ1573.and adjusted by the National Geodetic Survey in June 1991..
 EJ1573
 EJ1573.The geoid height was determined by GEOID03.
 EJ1573
 EJ1573.The dynamic height is computed by dividing the NAVD 88
 EJ1573.geopotential number by the normal gravity value computed on the
 EJ1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1573.degrees latitude (g = 980.6199 gals.).
 EJ1573
 EJ1573.The modeled gravity was interpolated from observed gravity values.
 EJ1573
 EJ1573;                    North         East    Units  Estimated Accuracy
 EJ1573;SPC AR S     -   634,810.      391,430.      MT  (+/- 180 meters Scaled)
 EJ1573
 EJ1573                          SUPERSEDED SURVEY CONTROL
 EJ1573
 EJ1573  NGVD 29 (??/??/92)   75.614  (m)          248.08   (f) ADJ UNCH    1 2
 EJ1573
 EJ1573.Superseded values are not recommended for survey control.
 EJ1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1573.See file dsdata.txt to determine how the superseded data were derived.
 EJ1573
 EJ1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU829494(NAD 83)
 EJ1573_MARKER: DB = BENCH MARK DISK
 EJ1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1573_STAMPING: Q 118 1955
 EJ1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1573+STABILITY: SURFACE MOTION
 EJ1573
 EJ1573  HISTORY     - Date     Condition        Report By
 EJ1573  HISTORY     - 1955     MONUMENTED       CGS
 EJ1573  HISTORY     - 1967     GOOD             NGS
 EJ1573
 EJ1573                          STATION DESCRIPTION
 EJ1573
 EJ1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ1573'9.4 MI E FROM NORTH LITTLE ROCK.
 EJ1573'IT IS 9.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ1573'RAILROAD FROM THE STATION IN NORTH LITTLE ROCK, 18 POLES WEST OF MILE
 EJ1573'POST 122, 2 POLES EAST OF A PRIVATE ROAD CROSSING, 40 FEET NORTH OF
 EJ1573'THE NORTH RAIL, 6 FEET SOUTH OF A FENCE, 6 FEET EAST OF A TELEPHONE
 EJ1573'POLE, 2 FEET WEST OF A WITNESS POST AND SET IN THE TOP OF A ROUND
 EJ1573'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0702 ***********************************************************************
 FG0702  DESIGNATION -  Q 125
 FG0702  PID         -  FG0702
 FG0702  STATE/COUNTY-  AR/VAN BUREN
 FG0702  USGS QUAD   -  SCOTLAND (1965)
 FG0702
 FG0702                         *CURRENT SURVEY CONTROL
 FG0702  ___________________________________________________________________
 FG0702* NAD 83(1986)-  35 32 10.     (N)    092 36 53.     (W)     SCALED    
 FG0702* NAVD 88     -       224.055  (meters)     735.09   (feet)  ADJUSTED  
 FG0702  ___________________________________________________________________
 FG0702  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG0702  DYNAMIC HT  -         223.848 (meters)     734.41  (feet)  COMP
 FG0702  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FG0702
 FG0702  VERT ORDER  -  SECOND    CLASS 0
 FG0702
 FG0702.The horizontal coordinates were scaled from a topographic map and have
 FG0702.an estimated accuracy of +/- 6 seconds.
 FG0702
 FG0702.The orthometric height was determined by differential leveling
 FG0702.and adjusted by the National Geodetic Survey in June 1991..
 FG0702.WARNING-Repeat measurements at this control monument indicate possible
 FG0702.vertical movement.
 FG0702
 FG0702.The geoid height was determined by GEOID03.
 FG0702
 FG0702.The dynamic height is computed by dividing the NAVD 88
 FG0702.geopotential number by the normal gravity value computed on the
 FG0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0702.degrees latitude (g = 980.6199 gals.).
 FG0702
 FG0702.The modeled gravity was interpolated from observed gravity values.
 FG0702
 FG0702;                    North         East    Units  Estimated Accuracy
 FG0702;SPC AR N     -   133,610.      344,260.      MT  (+/- 180 meters Scaled)
 FG0702
 FG0702                          SUPERSEDED SURVEY CONTROL
 FG0702
 FG0702  NGVD 29 (??/??/92)  224.004  (m)          734.92   (f) ADJ UNCH    2 0
 FG0702
 FG0702.Superseded values are not recommended for survey control.
 FG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0702.See file dsdata.txt to determine how the superseded data were derived.
 FG0702
 FG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV349325(NAD 83)
 FG0702_MARKER: DB = BENCH MARK DISK
 FG0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0702_STAMPING: Q 125 1935
 FG0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0702+STABILITY: SURFACE MOTION
 FG0702
 FG0702  HISTORY     - Date     Condition        Report By
 FG0702  HISTORY     - 1935     MONUMENTED       CGS
 FG0702  HISTORY     - 1939     GOOD             NGS
 FG0702
 FG0702                          STATION DESCRIPTION
 FG0702
 FG0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0702'1 MI NE FROM SCOTLAND.
 FG0702'1 MILE NORTHEAST ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0702'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, 200 FEET NORTHEAST OF THE
 FG0702'NORTHEAST CORNER OF THE MRS. R. C. HALL FARMHOUSE, 35 FEET NORTH OF
 FG0702'THE CENTERLINE OF THE ROAD, 26 FEET NORTHWEST OF A SOUTHWEST FENCE
 FG0702'CORNER, 12 FEET WEST OF A 24-INCH OAK TREE, AND 1 FOOT SOUTH OF A WIRE
 FG0702'FENCE.  A STANDARD DISK, STAMPED Q 125 1935 AND SET IN THE TOP OF A
 FG0702'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0945 ***********************************************************************
 FG0945  DESIGNATION -  Q 126
 FG0945  PID         -  FG0945
 FG0945  STATE/COUNTY-  AR/POPE
 FG0945  USGS QUAD   -  TREAT (1980)
 FG0945
 FG0945                         *CURRENT SURVEY CONTROL
 FG0945  ___________________________________________________________________
 FG0945* NAD 83(1986)-  35 36 20.     (N)    093 08 20.     (W)     SCALED    
 FG0945* NAVD 88     -       197.231  (meters)     647.08   (feet)  ADJUSTED  
 FG0945  ___________________________________________________________________
 FG0945  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FG0945  DYNAMIC HT  -         197.043 (meters)     646.47  (feet)  COMP
 FG0945  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FG0945
 FG0945  VERT ORDER  -  SECOND    CLASS 0
 FG0945
 FG0945.The horizontal coordinates were scaled from a topographic map and have
 FG0945.an estimated accuracy of +/- 6 seconds.
 FG0945
 FG0945.The orthometric height was determined by differential leveling
 FG0945.and adjusted by the National Geodetic Survey in June 1991..
 FG0945
 FG0945.The geoid height was determined by GEOID03.
 FG0945
 FG0945.The dynamic height is computed by dividing the NAVD 88
 FG0945.geopotential number by the normal gravity value computed on the
 FG0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0945.degrees latitude (g = 980.6199 gals.).
 FG0945
 FG0945.The modeled gravity was interpolated from observed gravity values.
 FG0945
 FG0945;                    North         East    Units  Estimated Accuracy
 FG0945;SPC AR N     -   141,740.      296,810.      MT  (+/- 180 meters Scaled)
 FG0945
 FG0945                          SUPERSEDED SURVEY CONTROL
 FG0945
 FG0945  NGVD 29 (??/??/92)  197.178  (m)          646.91   (f) ADJ UNCH    2 0
 FG0945
 FG0945.Superseded values are not recommended for survey control.
 FG0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0945.See file dsdata.txt to determine how the superseded data were derived.
 FG0945
 FG0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV874402(NAD 83)
 FG0945_MARKER: DB = BENCH MARK DISK
 FG0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0945_STAMPING: Q-126 1935
 FG0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0945+STABILITY: SURFACE MOTION
 FG0945
 FG0945  HISTORY     - Date     Condition        Report By
 FG0945  HISTORY     - 1935     MONUMENTED       CGS
 FG0945
 FG0945                          STATION DESCRIPTION
 FG0945
 FG0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0945'1.6 MI S FROM TREAT.
 FG0945'1.6 MILES SOUTH OF, ALONG TREAT ROAD, FROM POST OFFICE.  ACROSS ROAD
 FG0945'FROM SMALL SAW MILL.  120 FEET NORTHWEST OF NORTHWEST END OF STEEL
 FG0945'ROAD BRIDGE OVER INDIAN CREEK.  23 FEET SOUTHWEST OF ROAD FORK. 21
 FG0945'FEET NORTH-WEST OF ROAD CENTERLINE.  2.3 FEET WEST OF EAST PASTURE
 FG0945'FENCE CORNER.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0917 ***********************************************************************
 FG0917  DESIGNATION -  Q 127
 FG0917  PID         -  FG0917
 FG0917  STATE/COUNTY-  AR/JOHNSON
 FG0917  USGS QUAD   -  HAGARVILLE (1980)
 FG0917
 FG0917                         *CURRENT SURVEY CONTROL
 FG0917  ___________________________________________________________________
 FG0917* NAD 83(1986)-  35 32 07.     (N)    093 18 28.     (W)     SCALED    
 FG0917* NAVD 88     -       176.755  (meters)     579.90   (feet)  ADJUSTED  
 FG0917  ___________________________________________________________________
 FG0917  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FG0917  DYNAMIC HT  -         176.588 (meters)     579.36  (feet)  COMP
 FG0917  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 FG0917
 FG0917  VERT ORDER  -  SECOND    CLASS 0
 FG0917
 FG0917.The horizontal coordinates were scaled from a topographic map and have
 FG0917.an estimated accuracy of +/- 6 seconds.
 FG0917
 FG0917.The orthometric height was determined by differential leveling
 FG0917.and adjusted by the National Geodetic Survey in June 1991..
 FG0917
 FG0917.The geoid height was determined by GEOID03.
 FG0917
 FG0917.The dynamic height is computed by dividing the NAVD 88
 FG0917.geopotential number by the normal gravity value computed on the
 FG0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0917.degrees latitude (g = 980.6199 gals.).
 FG0917
 FG0917.The modeled gravity was interpolated from observed gravity values.
 FG0917
 FG0917;                    North         East    Units  Estimated Accuracy
 FG0917;SPC AR N     -   134,130.      281,410.      MT  (+/- 180 meters Scaled)
 FG0917
 FG0917                          SUPERSEDED SURVEY CONTROL
 FG0917
 FG0917  NGVD 29 (??/??/92)  176.718  (m)          579.78   (f) ADJ UNCH    2 0
 FG0917
 FG0917.Superseded values are not recommended for survey control.
 FG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0917.See file dsdata.txt to determine how the superseded data were derived.
 FG0917
 FG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV720324(NAD 83)
 FG0917_MARKER: DB = BENCH MARK DISK
 FG0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0917_STAMPING: Q 127 1935
 FG0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0917+STABILITY: SURFACE MOTION
 FG0917
 FG0917  HISTORY     - Date     Condition        Report By
 FG0917  HISTORY     - 1935     MONUMENTED       CGS
 FG0917  HISTORY     - 1965     GOOD             NGS
 FG0917
 FG0917                          STATION DESCRIPTION
 FG0917
 FG0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FG0917'1.9 MI N FROM HAGARVILLE.
 FG0917'LOCATED 1.9 MILES NORTH ALONG STATE HIGHWAY 123 FROM HAGARVILLE ABOUT
 FG0917'250 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 60 FEET NORTH OF THE
 FG0917'NORTHEAST CORNER OF A STONE BUILDING, 98 FEET NORTHWEST OF A STONE
 FG0917'CHIMNEY STANDING ALONE, 43 FEET NORTH OF THE CENTER OF THE GATE IN A
 FG0917'FENCE LINE, 4 FEET SOUTH OF A T FENCE CORNER, 12 FEET EAST OF A POWER
 FG0917'POLE, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT SOUTH OF A METAL WITNESS
 FG0917'POST PROJECTING 4 FEET.  IT IS A STANDARD DISK, SET IN THE TOP OF A
 FG0917'4-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0915 ***********************************************************************
 FG0915  DESIGNATION -  Q 128
 FG0915  PID         -  FG0915
 FG0915  STATE/COUNTY-  AR/NEWTON
 FG0915  USGS QUAD   -  SWAIN (1978)
 FG0915
 FG0915                         *CURRENT SURVEY CONTROL
 FG0915  ___________________________________________________________________
 FG0915* NAD 83(1986)-  35 45 08.     (N)    093 19 44.     (W)     SCALED    
 FG0915* NAVD 88     -       516.807  (meters)    1695.56   (feet)  ADJUSTED  
 FG0915  ___________________________________________________________________
 FG0915  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG0915  DYNAMIC HT  -         516.309 (meters)    1693.92  (feet)  COMP
 FG0915  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 FG0915
 FG0915  VERT ORDER  -  SECOND    CLASS 0
 FG0915
 FG0915.The horizontal coordinates were scaled from a topographic map and have
 FG0915.an estimated accuracy of +/- 6 seconds.
 FG0915
 FG0915.The orthometric height was determined by differential leveling
 FG0915.and adjusted by the National Geodetic Survey in June 1991..
 FG0915
 FG0915.The geoid height was determined by GEOID03.
 FG0915
 FG0915.The dynamic height is computed by dividing the NAVD 88
 FG0915.geopotential number by the normal gravity value computed on the
 FG0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0915.degrees latitude (g = 980.6199 gals.).
 FG0915
 FG0915.The modeled gravity was interpolated from observed gravity values.
 FG0915
 FG0915;                    North         East    Units  Estimated Accuracy
 FG0915;SPC AR N     -   158,230.      279,820.      MT  (+/- 180 meters Scaled)
 FG0915
 FG0915                          SUPERSEDED SURVEY CONTROL
 FG0915
 FG0915  NGVD 29 (??/??/92)  516.737  (m)         1695.33   (f) ADJ UNCH    2 0
 FG0915
 FG0915.Superseded values are not recommended for survey control.
 FG0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0915.See file dsdata.txt to determine how the superseded data were derived.
 FG0915
 FG0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV702565(NAD 83)
 FG0915_MARKER: DB = BENCH MARK DISK
 FG0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0915_STAMPING: Q-128 1935
 FG0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0915+STABILITY: SURFACE MOTION
 FG0915
 FG0915  HISTORY     - Date     Condition        Report By
 FG0915  HISTORY     - 1935     MONUMENTED       CGS
 FG0915
 FG0915                          STATION DESCRIPTION
 FG0915
 FG0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0915'3.7 MI N FROM ROSETTA.
 FG0915'3.7 MILES NORTH OF, ALONG LIMESTONE VALLEY RD., FROM THE POST OFFICE.
 FG0915'ABOUT .2 MILE NORTHEAST OF FARM HOUSE ON NORTHWEST SIDE OF ROAD WITH
 FG0915'LARGE SHINGLE ROOF BARN ON NORTHWEST SIDE.  37.8 FEET NORTHEAST OF
 FG0915'M.P.12.  34 FEET SOUTHEAST OF RAIL FENCE AT SOUTHEAST SIDE OF LARGE
 FG0915'CULTIVATED FIELD.  22 FEET SOUTHEAST OF CENTERLINE OF LIMESTONE VALLEY
 FG0915'ROAD.  12.4 FEET SOUTHEAST OF OAK TREE 1 FT. IN DIAMETER AT BASE
 FG0915'SUPPORTING TELEPHONE WIRE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0992 ***********************************************************************
 DK0992  DESIGNATION -  Q 13
 DK0992  PID         -  DK0992
 DK0992  STATE/COUNTY-  AR/DESHA
 DK0992  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0992
 DK0992                         *CURRENT SURVEY CONTROL
 DK0992  ___________________________________________________________________
 DK0992* NAD 83(1986)-  33 34 22.     (N)    091 24 47.     (W)     SCALED    
 DK0992* NAVD 88     -        41.993  (meters)     137.77   (feet)  ADJUSTED  
 DK0992  ___________________________________________________________________
 DK0992  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DK0992  DYNAMIC HT  -          41.949 (meters)     137.63  (feet)  COMP
 DK0992  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 DK0992
 DK0992  VERT ORDER  -  FIRST     CLASS II
 DK0992
 DK0992.The horizontal coordinates were scaled from a topographic map and have
 DK0992.an estimated accuracy of +/- 6 seconds.
 DK0992
 DK0992.The orthometric height was determined by differential leveling
 DK0992.and adjusted by the National Geodetic Survey in June 1991..
 DK0992.WARNING-Repeat measurements at this control monument indicate possible
 DK0992.vertical movement.
 DK0992
 DK0992.The geoid height was determined by GEOID03.
 DK0992
 DK0992.The dynamic height is computed by dividing the NAVD 88
 DK0992.geopotential number by the normal gravity value computed on the
 DK0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0992.degrees latitude (g = 980.6199 gals.).
 DK0992
 DK0992.The modeled gravity was interpolated from observed gravity values.
 DK0992
 DK0992;                    North         East    Units  Estimated Accuracy
 DK0992;SPC AR S     -   500,660.      454,490.      MT  (+/- 180 meters Scaled)
 DK0992
 DK0992                          SUPERSEDED SURVEY CONTROL
 DK0992
 DK0992  NGVD 29 (??/??/??)   42.109  (m)          138.15   (f) ADJUSTED    1 2
 DK0992
 DK0992.Superseded values are not recommended for survey control.
 DK0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0992.See file dsdata.txt to determine how the superseded data were derived.
 DK0992
 DK0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT472159(NAD 83)
 DK0992_MARKER: DB = BENCH MARK DISK
 DK0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0992_STAMPING: Q 13 1932
 DK0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0992+STABILITY: SURFACE MOTION
 DK0992
 DK0992  HISTORY     - Date     Condition        Report By
 DK0992  HISTORY     - 1932     MONUMENTED       CGS
 DK0992  HISTORY     - 1939     GOOD             CGS
 DK0992
 DK0992                          STATION DESCRIPTION
 DK0992
 DK0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0992'3.3 MI N FROM DERMOTT.
 DK0992'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED ON THE EAST
 DK0992'R/W OF THE MO. PAC. R.R. 21 FEET SOUTH OF MILE POST 412 - 11.  ABOUT
 DK0992'50 YARDS SOUTH OF A SWITCH POINT.  35 FEET EAST OF THE CENTER LINE OF
 DK0992'THE TRACK.  43 FEET WEST OF THE CENTER LINE OF HWY 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0382 ***********************************************************************
 GF0382  DESIGNATION -  Q 130
 GF0382  PID         -  GF0382
 GF0382  STATE/COUNTY-  AR/NEWTON
 GF0382  USGS QUAD   -  HASTY (1967)
 GF0382
 GF0382                         *CURRENT SURVEY CONTROL
 GF0382  ___________________________________________________________________
 GF0382* NAD 83(1986)-  36 03 36.     (N)    093 02 49.     (W)     SCALED    
 GF0382* NAVD 88     -       418.000  (meters)    1371.39   (feet)  ADJUSTED  
 GF0382  ___________________________________________________________________
 GF0382  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GF0382  DYNAMIC HT  -         417.618 (meters)    1370.14  (feet)  COMP
 GF0382  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 GF0382
 GF0382  VERT ORDER  -  SECOND    CLASS 0
 GF0382
 GF0382.The horizontal coordinates were scaled from a topographic map and have
 GF0382.an estimated accuracy of +/- 6 seconds.
 GF0382
 GF0382.The orthometric height was determined by differential leveling
 GF0382.and adjusted by the National Geodetic Survey in June 1991..
 GF0382
 GF0382.The geoid height was determined by GEOID03.
 GF0382
 GF0382.The dynamic height is computed by dividing the NAVD 88
 GF0382.geopotential number by the normal gravity value computed on the
 GF0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0382.degrees latitude (g = 980.6199 gals.).
 GF0382
 GF0382.The modeled gravity was interpolated from observed gravity values.
 GF0382
 GF0382;                    North         East    Units  Estimated Accuracy
 GF0382;SPC AR N     -   192,060.      305,680.      MT  (+/- 180 meters Scaled)
 GF0382
 GF0382                          SUPERSEDED SURVEY CONTROL
 GF0382
 GF0382  NGVD 29 (??/??/92)  417.882  (m)         1371.00   (f) ADJ UNCH    2 0
 GF0382
 GF0382.Superseded values are not recommended for survey control.
 GF0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0382.See file dsdata.txt to determine how the superseded data were derived.
 GF0382
 GF0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV957906(NAD 83)
 GF0382_MARKER: DB = BENCH MARK DISK
 GF0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0382_STAMPING: Q 130 1935
 GF0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0382+STABILITY: SURFACE MOTION
 GF0382
 GF0382  HISTORY     - Date     Condition        Report By
 GF0382  HISTORY     - 1935     MONUMENTED       CGS
 GF0382
 GF0382                          STATION DESCRIPTION
 GF0382
 GF0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0382'3.7 MI W FROM YARDELLE.
 GF0382'3.7 MILES WEST ALONG THE JASPER ROAD FROM THE JUNCTION OF
 GF0382'STATE HIGHWAY 103 AT YARDELLE, NEWTON COUNTY, 0.2 MILE NORTHEAST
 GF0382'OF DELVE SCHOOL, 29 FEET SOUTH OF A STONE CHIMNEY AT THE SOUTHWEST
 GF0382'END OF THE W.D. SHIREY FARMHOUSE, 44 FEET SOUTHWEST OF A WELL,
 GF0382'35 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 19 FEET NORTHWEST
 GF0382'OF A SOUTH FENCE CORNER, AND 1 1/2 FEET SOUTHWEST OF A FENCE.
 GF0382'A STANDARD DISK, STAMPED Q 130 1935 AND SET IN THE TOP OF A
 GF0382'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0227 ***********************************************************************
 EK0227  DESIGNATION -  Q 131
 EK0227  PID         -  EK0227
 EK0227  STATE/COUNTY-  AR/HOWARD
 EK0227  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0227
 EK0227                         *CURRENT SURVEY CONTROL
 EK0227  ___________________________________________________________________
 EK0227* NAD 83(1986)-  34 15 14.     (N)    094 09 55.     (W)     SCALED    
 EK0227* NAVD 88     -       193.801  (meters)     635.83   (feet)  ADJUSTED  
 EK0227  ___________________________________________________________________
 EK0227  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 EK0227  DYNAMIC HT  -         193.601 (meters)     635.17  (feet)  COMP
 EK0227  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 EK0227
 EK0227  VERT ORDER  -  SECOND    CLASS 0
 EK0227
 EK0227.The horizontal coordinates were scaled from a topographic map and have
 EK0227.an estimated accuracy of +/- 6 seconds.
 EK0227
 EK0227.The orthometric height was determined by differential leveling
 EK0227.and adjusted by the National Geodetic Survey in June 1991..
 EK0227
 EK0227.The geoid height was determined by GEOID03.
 EK0227
 EK0227.The dynamic height is computed by dividing the NAVD 88
 EK0227.geopotential number by the normal gravity value computed on the
 EK0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0227.degrees latitude (g = 980.6199 gals.).
 EK0227
 EK0227.The modeled gravity was interpolated from observed gravity values.
 EK0227
 EK0227;                    North         East    Units  Estimated Accuracy
 EK0227;SPC AR S     -   578,150.      200,590.      MT  (+/- 180 meters Scaled)
 EK0227
 EK0227                          SUPERSEDED SURVEY CONTROL
 EK0227
 EK0227  NGVD 29 (??/??/92)  193.758  (m)          635.69   (f) ADJ UNCH    2 0
 EK0227
 EK0227.Superseded values are not recommended for survey control.
 EK0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0227.See file dsdata.txt to determine how the superseded data were derived.
 EK0227
 EK0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT927909(NAD 83)
 EK0227_MARKER: DB = BENCH MARK DISK
 EK0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0227_STAMPING: Q-131 1935
 EK0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0227+STABILITY: SURFACE MOTION
 EK0227
 EK0227  HISTORY     - Date     Condition        Report By
 EK0227  HISTORY     - 1935     MONUMENTED       CGS
 EK0227  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0227
 EK0227                          STATION DESCRIPTION
 EK0227
 EK0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0227'6 MI W FROM BURG.
 EK0227'6.0 MILES WEST OF, ALONG OLD BURG-WICKES ROAD, FROM JCT. OF
 EK0227'BURG-GILLHAM RD. WITH UMPIRE RD.  ABOUT 1 MILE NORTHWEST OF THE
 EK0227'JUNCTION OF THE GAMMON TRAIL, THREE SNOOT ROAD AND THE ROAD
 EK0227'TO WICKES, AT JUNCTION OF A DIM TRAIL WEST, 20 FEET NORTHWEST
 EK0227'OF FORK IN ROADS, 15 FEET NORTH OF WICKES ROAD CENTERLINE,
 EK0227'9.7 FT. EAST OF A BLAZED OAK TREE, 1 FT. IN DIAMETER.  TABLET
 EK0227'SET IN PRECAST CONCRETE POST.
 EK0227
 EK0227                          STATION RECOVERY (1961)
 EK0227
 EK0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0167 ***********************************************************************
 EK0167  DESIGNATION -  Q 132
 EK0167  PID         -  EK0167
 EK0167  STATE/COUNTY-  AR/POLK
 EK0167  USGS QUAD   -  VANDERVOORT (1984)
 EK0167
 EK0167                         *CURRENT SURVEY CONTROL
 EK0167  ___________________________________________________________________
 EK0167* NAD 83(1986)-  34 28 15.     (N)    094 15 46.     (W)     SCALED    
 EK0167* NAVD 88     -       353.438  (meters)    1159.57   (feet)  ADJUSTED  
 EK0167  ___________________________________________________________________
 EK0167  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 EK0167  DYNAMIC HT  -         353.058 (meters)    1158.32  (feet)  COMP
 EK0167  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 EK0167
 EK0167  VERT ORDER  -  SECOND    CLASS 0
 EK0167
 EK0167.The horizontal coordinates were scaled from a topographic map and have
 EK0167.an estimated accuracy of +/- 6 seconds.
 EK0167
 EK0167.The orthometric height was determined by differential leveling
 EK0167.and adjusted by the National Geodetic Survey in June 1991..
 EK0167
 EK0167.The geoid height was determined by GEOID03.
 EK0167
 EK0167.The dynamic height is computed by dividing the NAVD 88
 EK0167.geopotential number by the normal gravity value computed on the
 EK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0167.degrees latitude (g = 980.6199 gals.).
 EK0167
 EK0167.The modeled gravity was interpolated from observed gravity values.
 EK0167
 EK0167;                    North         East    Units  Estimated Accuracy
 EK0167;SPC AR S     -   602,400.      192,140.      MT  (+/- 180 meters Scaled)
 EK0167
 EK0167                          SUPERSEDED SURVEY CONTROL
 EK0167
 EK0167  NGVD 29 (??/??/92)  353.355  (m)         1159.30   (f) ADJ UNCH    2 0
 EK0167
 EK0167.Superseded values are not recommended for survey control.
 EK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0167.See file dsdata.txt to determine how the superseded data were derived.
 EK0167
 EK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU840150(NAD 83)
 EK0167_MARKER: DB = BENCH MARK DISK
 EK0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0167_STAMPING: Q 132 1935
 EK0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0167+STABILITY: SURFACE MOTION
 EK0167
 EK0167  HISTORY     - Date     Condition        Report By
 EK0167  HISTORY     - 1935     MONUMENTED       CGS
 EK0167  HISTORY     - 1961     GOOD             NGS
 EK0167
 EK0167                          STATION DESCRIPTION
 EK0167
 EK0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0167'9.7 MI S FROM MENA.
 EK0167'9.7 MILES SOUTH OF, ALONG LITTLE BRUSHY CREEK ROAD, FROM THE
 EK0167'K. C. S. RY STATION.  ABOUT .3 MILE SOUTHWEST OF FORD OF THE
 EK0167'LITTLE BRUSHY CREEK, ABOUT 190 FEET SOUTHWEST OF JUNCTION OF
 EK0167'ROAD TO HATFIELD AND T.B.M., 20.5 FEET WEST OF THE ROAD
 EK0167'CENTERLINE, 9 FEET WEST OF A BLAZED PINE TREE 1.5 FT. IN DIAMETER.
 EK0167'TABLET SET IN PRECAST CONCRETE POST.
 EK0167
 EK0167                          STATION RECOVERY (1961)
 EK0167
 EK0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0189 ***********************************************************************
 EK0189  DESIGNATION -  Q 133
 EK0189  PID         -  EK0189
 EK0189  STATE/COUNTY-  AR/POLK
 EK0189  USGS QUAD   -  VANDERVOORT (1984)
 EK0189
 EK0189                         *CURRENT SURVEY CONTROL
 EK0189  ___________________________________________________________________
 EK0189* NAD 83(1986)-  34 29 18.     (N)    094 20 32.     (W)     SCALED    
 EK0189* NAVD 88     -       344.016  (meters)    1128.66   (feet)  ADJUSTED  
 EK0189  ___________________________________________________________________
 EK0189  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 EK0189  DYNAMIC HT  -         343.644 (meters)    1127.44  (feet)  COMP
 EK0189  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 EK0189
 EK0189  VERT ORDER  -  SECOND    CLASS 0
 EK0189
 EK0189.The horizontal coordinates were scaled from a topographic map and have
 EK0189.an estimated accuracy of +/- 6 seconds.
 EK0189
 EK0189.The orthometric height was determined by differential leveling
 EK0189.and adjusted by the National Geodetic Survey in June 1991..
 EK0189
 EK0189.The geoid height was determined by GEOID03.
 EK0189
 EK0189.The dynamic height is computed by dividing the NAVD 88
 EK0189.geopotential number by the normal gravity value computed on the
 EK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0189.degrees latitude (g = 980.6199 gals.).
 EK0189
 EK0189.The modeled gravity was interpolated from observed gravity values.
 EK0189
 EK0189;                    North         East    Units  Estimated Accuracy
 EK0189;SPC AR S     -   604,510.      184,890.      MT  (+/- 180 meters Scaled)
 EK0189
 EK0189                          SUPERSEDED SURVEY CONTROL
 EK0189
 EK0189  NGVD 29 (??/??/92)  343.931  (m)         1128.38   (f) ADJ UNCH    2 0
 EK0189
 EK0189.Superseded values are not recommended for survey control.
 EK0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0189.See file dsdata.txt to determine how the superseded data were derived.
 EK0189
 EK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU767171(NAD 83)
 EK0189_MARKER: DB = BENCH MARK DISK
 EK0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0189_STAMPING: Q-133 1935
 EK0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0189+STABILITY: SURFACE MOTION
 EK0189
 EK0189  HISTORY     - Date     Condition        Report By
 EK0189  HISTORY     - 1935     MONUMENTED       CGS
 EK0189  HISTORY     - 1961     GOOD             NGS
 EK0189  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0189
 EK0189                          STATION DESCRIPTION
 EK0189
 EK0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0189'2.6 MI E FROM HATFIELD.
 EK0189'2.6 MILES EAST OF, ALONG HATFIELD-CAMP WILDER ROAD, FROM THE
 EK0189'K. C. S. RY STATION.  ABOUT .1 MILE WEST OF JUNCTION OF A DIM
 EK0189'ROAD NORTHEAST, 79.7 FEET EAST OF CENTER OF GATE TO JOHN C.
 EK0189'PARKERS FARMHOUSE, 20 FEET SOUTH OF THE ROAD CENTERLINE, 1 FT.
 EK0189'NORTH OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE
 EK0189'POST.
 EK0189
 EK0189                          STATION RECOVERY (1961)
 EK0189
 EK0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0189'RECOVERED IN GOOD CONDITION.
 EK0189
 EK0189                          STATION RECOVERY (1985)
 EK0189
 EK0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0189'NOT RECOVERED, INACCESSIBLE DUE TO IMPASSIBLE MUDDY ROADS THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1508 ***********************************************************************
 EJ1508  DESIGNATION -  Q 134
 EJ1508  PID         -  EJ1508
 EJ1508  STATE/COUNTY-  AR/POLK
 EJ1508  USGS QUAD   -  PINE RIDGE (1985)
 EJ1508
 EJ1508                         *CURRENT SURVEY CONTROL
 EJ1508  ___________________________________________________________________
 EJ1508* NAD 83(1986)-  34 34 58.     (N)    093 55 51.     (W)     SCALED    
 EJ1508* NAVD 88     -       273.266  (meters)     896.54   (feet)  ADJUSTED  
 EJ1508  ___________________________________________________________________
 EJ1508  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 EJ1508  DYNAMIC HT  -         272.980 (meters)     895.60  (feet)  COMP
 EJ1508  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 EJ1508
 EJ1508  VERT ORDER  -  SECOND    CLASS 0
 EJ1508
 EJ1508.The horizontal coordinates were scaled from a topographic map and have
 EJ1508.an estimated accuracy of +/- 6 seconds.
 EJ1508
 EJ1508.The orthometric height was determined by differential leveling
 EJ1508.and adjusted by the National Geodetic Survey in June 1991..
 EJ1508
 EJ1508.The geoid height was determined by GEOID03.
 EJ1508
 EJ1508.The dynamic height is computed by dividing the NAVD 88
 EJ1508.geopotential number by the normal gravity value computed on the
 EJ1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1508.degrees latitude (g = 980.6199 gals.).
 EJ1508
 EJ1508.The modeled gravity was interpolated from observed gravity values.
 EJ1508
 EJ1508;                    North         East    Units  Estimated Accuracy
 EJ1508;SPC AR S     -   614,200.      222,870.      MT  (+/- 180 meters Scaled)
 EJ1508
 EJ1508                          SUPERSEDED SURVEY CONTROL
 EJ1508
 EJ1508  NGVD 29 (??/??/92)  273.192  (m)          896.30   (f) ADJ UNCH    2 0
 EJ1508
 EJ1508.Superseded values are not recommended for survey control.
 EJ1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1508.See file dsdata.txt to determine how the superseded data were derived.
 EJ1508
 EJ1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU146271(NAD 83)
 EJ1508_MARKER: DB = BENCH MARK DISK
 EJ1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1508_STAMPING: Q 134 1935
 EJ1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1508+STABILITY: SURFACE MOTION
 EJ1508
 EJ1508  HISTORY     - Date     Condition        Report By
 EJ1508  HISTORY     - 1935     MONUMENTED       CGS
 EJ1508  HISTORY     - 1961     GOOD             NGS
 EJ1508
 EJ1508                          STATION DESCRIPTION
 EJ1508
 EJ1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1508'2.2 MI W FROM PINE RIDGE.
 EJ1508'THIS MARK APPEARS TO BE IN MONTGOMERY COUNTY, ON AN ABANDONED SECTION
 EJ1508'OF THE OLD HIGHWAY, ABOUT 0.05 MILE NORTH OF A HOUSE, ABOUT 0.1 MILE
 EJ1508'WEST OF THE JUNCTION OF THE OLD AND NEW HIGHWAYS, NEAR THE EAST END OF
 EJ1508'A CURVE IN OLD HIGHWAY, 18 FEET WEST OF A BLAZED OAK TREE AND 2 FEET
 EJ1508'SOUTH OF AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1544 ***********************************************************************
 EJ1544  DESIGNATION -  Q 135
 EJ1544  PID         -  EJ1544
 EJ1544  STATE/COUNTY-  AR/POLK
 EJ1544  USGS QUAD   -  BUCK KNOB (1985)
 EJ1544
 EJ1544                         *CURRENT SURVEY CONTROL
 EJ1544  ___________________________________________________________________
 EJ1544* NAD 83(1986)-  34 38 49.     (N)    093 57 17.     (W)     SCALED    
 EJ1544* NAVD 88     -       480.792  (meters)    1577.40   (feet)  ADJUSTED  
 EJ1544  ___________________________________________________________________
 EJ1544  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 EJ1544  DYNAMIC HT  -         480.273 (meters)    1575.70  (feet)  COMP
 EJ1544  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 EJ1544
 EJ1544  VERT ORDER  -  SECOND    CLASS 0
 EJ1544
 EJ1544.The horizontal coordinates were scaled from a topographic map and have
 EJ1544.an estimated accuracy of +/- 6 seconds.
 EJ1544
 EJ1544.The orthometric height was determined by differential leveling
 EJ1544.and adjusted by the National Geodetic Survey in June 1991..
 EJ1544
 EJ1544.The geoid height was determined by GEOID03.
 EJ1544
 EJ1544.The dynamic height is computed by dividing the NAVD 88
 EJ1544.geopotential number by the normal gravity value computed on the
 EJ1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1544.degrees latitude (g = 980.6199 gals.).
 EJ1544
 EJ1544.The modeled gravity was interpolated from observed gravity values.
 EJ1544
 EJ1544;                    North         East    Units  Estimated Accuracy
 EJ1544;SPC AR S     -   621,350.      220,810.      MT  (+/- 180 meters Scaled)
 EJ1544
 EJ1544                          SUPERSEDED SURVEY CONTROL
 EJ1544
 EJ1544  NGVD 29 (??/??/92)  480.701  (m)         1577.10   (f) ADJ UNCH    2 0
 EJ1544
 EJ1544.Superseded values are not recommended for survey control.
 EJ1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1544.See file dsdata.txt to determine how the superseded data were derived.
 EJ1544
 EJ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU125343(NAD 83)
 EJ1544_MARKER: DB = BENCH MARK DISK
 EJ1544_SETTING: 80 = SET IN A BOULDER
 EJ1544_STAMPING: Q 135 1935
 EJ1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1544+STABILITY: SURFACE MOTION
 EJ1544
 EJ1544  HISTORY     - Date     Condition        Report By
 EJ1544  HISTORY     - 1935     MONUMENTED       CGS
 EJ1544  HISTORY     - 1961     GOOD             NGS
 EJ1544
 EJ1544                          STATION DESCRIPTION
 EJ1544
 EJ1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1544'5.3 MI NE FROM CHERRY HILL.
 EJ1544'TO REACH THIS MARK FROM THE HIGHLAND CHURCH, GO NORTHERLY FOR 0.55
 EJ1544'MILE TO A FORD, CONTINUE FOR 1.1 MILES TO A TELEPHONE POLE AND A LARGE
 EJ1544'POLE ON LEFT AT SADDLE IN RIDGE (TELEPHONE LINE LEAVES MAIN ROAD AT
 EJ1544'THIS POINT AND GOES SOUTHWEST THROUGH WOODS), CONTINUE NORTHERLY FOR
 EJ1544'ABOUT 0.1 MILE TO MARK ON LEFT, ABOUT 60 FEET WEST OF THE CENTER OF
 EJ1544'THE MAIN ROAD, 24 FEET WEST OF AN OLD DIM TRAIL, IN TOP OF A GRANITE
 EJ1544'BOULDER, ABOUT 6.5 FEET ABOVE THE OLD TRAIL AND ABOUT 15 FEET ABOVE
 EJ1544'THE ROAD.  THE LETTERS BM ARE PAINTED ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1190 ***********************************************************************
 EJ1190  DESIGNATION -  Q 137
 EJ1190  PID         -  EJ1190
 EJ1190  STATE/COUNTY-  AR/HOT SPRING
 EJ1190  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1190
 EJ1190                         *CURRENT SURVEY CONTROL
 EJ1190  ___________________________________________________________________
 EJ1190* NAD 83(1986)-  34 23 01.     (N)    093 14 44.     (W)     SCALED    
 EJ1190* NAVD 88     -       217.860  (meters)     714.76   (feet)  ADJUSTED  
 EJ1190  ___________________________________________________________________
 EJ1190  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EJ1190  DYNAMIC HT  -         217.642 (meters)     714.05  (feet)  COMP
 EJ1190  MODELED GRAV-     979,631.0   (mgal)                       NAVD 88
 EJ1190
 EJ1190  VERT ORDER  -  SECOND    CLASS 0
 EJ1190
 EJ1190.The horizontal coordinates were scaled from a topographic map and have
 EJ1190.an estimated accuracy of +/- 6 seconds.
 EJ1190
 EJ1190.The orthometric height was determined by differential leveling
 EJ1190.and adjusted by the National Geodetic Survey in June 1991..
 EJ1190
 EJ1190.The geoid height was determined by GEOID03.
 EJ1190
 EJ1190.The dynamic height is computed by dividing the NAVD 88
 EJ1190.geopotential number by the normal gravity value computed on the
 EJ1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1190.degrees latitude (g = 980.6199 gals.).
 EJ1190
 EJ1190.The modeled gravity was interpolated from observed gravity values.
 EJ1190
 EJ1190;                    North         East    Units  Estimated Accuracy
 EJ1190;SPC AR S     -   591,130.      285,460.      MT  (+/- 180 meters Scaled)
 EJ1190
 EJ1190                          SUPERSEDED SURVEY CONTROL
 EJ1190
 EJ1190  NGVD 29 (??/??/92)  217.846  (m)          714.72   (f) ADJ UNCH    2 0
 EJ1190
 EJ1190.Superseded values are not recommended for survey control.
 EJ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1190.See file dsdata.txt to determine how the superseded data were derived.
 EJ1190
 EJ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU774047(NAD 83)
 EJ1190_MARKER: DB = BENCH MARK DISK
 EJ1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1190_STAMPING: Q 137 1935
 EJ1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1190+STABILITY: SURFACE MOTION
 EJ1190
 EJ1190  HISTORY     - Date     Condition        Report By
 EJ1190  HISTORY     - 1935     MONUMENTED       CGS
 EJ1190  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1190
 EJ1190                          STATION DESCRIPTION
 EJ1190
 EJ1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1190'5.9 MI NE FROM POINT CEDAR.
 EJ1190'5.9 MILES NORTHEAST ALONG THE ROAD LEADING TO OMA AND PEARCY FROM THE
 EJ1190'CHURCH AT POINT CEDAR, AT THE SUMMIT OF A RIDGE, 320 FEET SOUTHWEST OF
 EJ1190'A DRAW, 135 FEET NORTHEAST OF AN S CURVE ON THE SOUTHWEST SLOPE OF THE
 EJ1190'RIDGE, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 9.5 FEET
 EJ1190'NORTHEAST OF AN 8-INCH BLAZED PINE TREE.  A STANDARD DISK, STAMPED Q
 EJ1190'137 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1190
 EJ1190                          STATION RECOVERY (1998)
 EJ1190
 EJ1190'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1198 ***********************************************************************
 EJ1198  DESIGNATION -  Q 138
 EJ1198  PID         -  EJ1198
 EJ1198  STATE/COUNTY-  AR/HOT SPRING
 EJ1198  USGS QUAD   -  POINT CEDAR (1976)
 EJ1198
 EJ1198                         *CURRENT SURVEY CONTROL
 EJ1198  ___________________________________________________________________
 EJ1198* NAD 83(1986)-  34 17 47.     (N)    093 16 35.     (W)     SCALED    
 EJ1198* NAVD 88     -       112.760  (meters)     369.95   (feet)  ADJUSTED  
 EJ1198  ___________________________________________________________________
 EJ1198  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EJ1198  DYNAMIC HT  -         112.647 (meters)     369.58  (feet)  COMP
 EJ1198  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 EJ1198
 EJ1198  VERT ORDER  -  SECOND    CLASS 0
 EJ1198
 EJ1198.The horizontal coordinates were scaled from a topographic map and have
 EJ1198.an estimated accuracy of +/- 6 seconds.
 EJ1198
 EJ1198.The orthometric height was determined by differential leveling
 EJ1198.and adjusted by the National Geodetic Survey in June 1991..
 EJ1198
 EJ1198.The geoid height was determined by GEOID03.
 EJ1198
 EJ1198.The dynamic height is computed by dividing the NAVD 88
 EJ1198.geopotential number by the normal gravity value computed on the
 EJ1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1198.degrees latitude (g = 980.6199 gals.).
 EJ1198
 EJ1198.The modeled gravity was interpolated from observed gravity values.
 EJ1198
 EJ1198;                    North         East    Units  Estimated Accuracy
 EJ1198;SPC AR S     -   581,490.      282,500.      MT  (+/- 180 meters Scaled)
 EJ1198
 EJ1198                          SUPERSEDED SURVEY CONTROL
 EJ1198
 EJ1198  NGVD 29 (??/??/92)  112.760  (m)          369.95   (f) ADJ UNCH    2 0
 EJ1198
 EJ1198.Superseded values are not recommended for survey control.
 EJ1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1198.See file dsdata.txt to determine how the superseded data were derived.
 EJ1198
 EJ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT745950(NAD 83)
 EJ1198_MARKER: DB = BENCH MARK DISK
 EJ1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1198_STAMPING: Q 138 1935
 EJ1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1198+STABILITY: SURFACE MOTION
 EJ1198
 EJ1198  HISTORY     - Date     Condition        Report By
 EJ1198  HISTORY     - 1935     MONUMENTED       CGS
 EJ1198
 EJ1198                          STATION DESCRIPTION
 EJ1198
 EJ1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1198'1.3 MI S FROM BEATON.
 EJ1198'1.3 MILES SOUTH ALONG THE POINT CEDAR CREEK ROAD FROM THE POST OFFICE
 EJ1198'AT BEATON, 120 FEET NORTHEAST OF THE EAST END OF A BRIDGE OVER POINT
 EJ1198'CEDAR CREEK, 95 FEET NORTHWEST OF THE JUNCTION OF A ROAD, 75 FEET EAST
 EJ1198'OF THE CREEK, 14.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1
 EJ1198'FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED Q 138 1935 AND SET IN
 EJ1198'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0840 ***********************************************************************
 EJ0840  DESIGNATION -  Q 140
 EJ0840  PID         -  EJ0840
 EJ0840  STATE/COUNTY-  AR/SALINE
 EJ0840  USGS QUAD   -  LONSDALE (1984)
 EJ0840
 EJ0840                         *CURRENT SURVEY CONTROL
 EJ0840  ___________________________________________________________________
 EJ0840* NAD 83(1986)-  34 30 44.     (N)    092 47 30.     (W)     SCALED    
 EJ0840* NAVD 88     -       216.691  (meters)     710.93   (feet)  ADJUSTED  
 EJ0840  ___________________________________________________________________
 EJ0840  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EJ0840  DYNAMIC HT  -         216.485 (meters)     710.25  (feet)  COMP
 EJ0840  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 EJ0840
 EJ0840  VERT ORDER  -  SECOND    CLASS 0
 EJ0840
 EJ0840.The horizontal coordinates were scaled from a topographic map and have
 EJ0840.an estimated accuracy of +/- 6 seconds.
 EJ0840
 EJ0840.The orthometric height was determined by differential leveling
 EJ0840.and adjusted by the National Geodetic Survey in June 1991..
 EJ0840
 EJ0840.The geoid height was determined by GEOID03.
 EJ0840
 EJ0840.The dynamic height is computed by dividing the NAVD 88
 EJ0840.geopotential number by the normal gravity value computed on the
 EJ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0840.degrees latitude (g = 980.6199 gals.).
 EJ0840
 EJ0840.The modeled gravity was interpolated from observed gravity values.
 EJ0840
 EJ0840;                    North         East    Units  Estimated Accuracy
 EJ0840;SPC AR S     -   604,980.      327,310.      MT  (+/- 180 meters Scaled)
 EJ0840
 EJ0840                          SUPERSEDED SURVEY CONTROL
 EJ0840
 EJ0840  NGVD 29 (??/??/92)  216.71   (m)          711.0    (f) COMPUTED    2 0
 EJ0840
 EJ0840.Superseded values are not recommended for survey control.
 EJ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0840.See file dsdata.txt to determine how the superseded data were derived.
 EJ0840
 EJ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU191189(NAD 83)
 EJ0840_MARKER: DB = BENCH MARK DISK
 EJ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0840_STAMPING: Q 140 1935
 EJ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0840+STABILITY: SURFACE MOTION
 EJ0840
 EJ0840  HISTORY     - Date     Condition        Report By
 EJ0840  HISTORY     - 1935     MONUMENTED       CGS
 EJ0840  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0840
 EJ0840                          STATION DESCRIPTION
 EJ0840
 EJ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0840'3.4 MI SE FROM LONSDALE.
 EJ0840'IN SALINE COUNTY, 3.4 MILES SOUTHEAST ALONG THE ROAD LEADING TO MAGNET
 EJ0840'FROM THE MISSOURI PACIFIC RAILROAD STATION AT LONSDALE, GARLAND
 EJ0840'COUNTY, AT THE SUMMIT OF THE FIRST RIDGE SOUTH OF LONSDALE, 150 FEET
 EJ0840'SOUTH OF THE CENTER OF A CURVE AT THE SUMMIT OF THE NORTH SLOPE, 50
 EJ0840'FEET NORTHWEST OF THE JUNCTION OF A DIM ROAD LEADING EAST, 41 FEET
 EJ0840'WEST OF THE CENTERLINE OF THE ROAD, AND 26 FEET WEST OF A 16-INCH
 EJ0840'BLAZED OAK TREE.  A STANDARD DISK, STAMPED Q 140 1935 AND SET IN THE
 EJ0840'TOP OF A CONCRETE POST.
 EJ0840
 EJ0840                          STATION RECOVERY (1998)
 EJ0840
 EJ0840'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1473 ***********************************************************************
 FG1473  DESIGNATION -  Q 142
 FG1473  PID         -  FG1473
 FG1473  STATE/COUNTY-  AR/JOHNSON
 FG1473  USGS QUAD   -  OARK (1973)
 FG1473
 FG1473                         *CURRENT SURVEY CONTROL
 FG1473  ___________________________________________________________________
 FG1473* NAD 83(1986)-  35 37 35.     (N)    093 31 11.     (W)     SCALED    
 FG1473* NAVD 88     -       603.306  (meters)    1979.35   (feet)  ADJUSTED  
 FG1473  ___________________________________________________________________
 FG1473  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FG1473  DYNAMIC HT  -         602.719 (meters)    1977.42  (feet)  COMP
 FG1473  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 FG1473
 FG1473  VERT ORDER  -  SECOND    CLASS 0
 FG1473
 FG1473.The horizontal coordinates were scaled from a topographic map and have
 FG1473.an estimated accuracy of +/- 6 seconds.
 FG1473
 FG1473.The orthometric height was determined by differential leveling
 FG1473.and adjusted by the National Geodetic Survey in June 1991..
 FG1473
 FG1473.The geoid height was determined by GEOID03.
 FG1473
 FG1473.The dynamic height is computed by dividing the NAVD 88
 FG1473.geopotential number by the normal gravity value computed on the
 FG1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1473.degrees latitude (g = 980.6199 gals.).
 FG1473
 FG1473.The modeled gravity was interpolated from observed gravity values.
 FG1473
 FG1473;                    North         East    Units  Estimated Accuracy
 FG1473;SPC AR N     -   144,520.      262,350.      MT  (+/- 180 meters Scaled)
 FG1473
 FG1473                          SUPERSEDED SURVEY CONTROL
 FG1473
 FG1473  NGVD 29 (??/??/92)  603.262  (m)         1979.20   (f) ADJ UNCH    2 0
 FG1473
 FG1473.Superseded values are not recommended for survey control.
 FG1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1473.See file dsdata.txt to determine how the superseded data were derived.
 FG1473
 FG1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV529426(NAD 83)
 FG1473_MARKER: DB = BENCH MARK DISK
 FG1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1473_STAMPING: Q 142 1935
 FG1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1473+STABILITY: SURFACE MOTION
 FG1473
 FG1473  HISTORY     - Date     Condition        Report By
 FG1473  HISTORY     - 1935     MONUMENTED       CGS
 FG1473  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1473  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1473
 FG1473                          STATION DESCRIPTION
 FG1473
 FG1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1473'IN DALE.
 FG1473'AT DALE, JOHNSON COUNTY, 76 FEET NORTHWEST OF THE NORTH CORNER OF THE
 FG1473'POST OFFICE, 57 FEET WEST OF THE CENTER OF A ROAD JUNCTION, 5 FEET
 FG1473'EAST OF THE WEST CORNER OF A STONE WALL CELLAR, 4 FEET SOUTHWEST OF AN
 FG1473'EAST FENCE CORNER, AND 1 FOOT NORTHEAST OF A FENCE.  A STANDARD DISK,
 FG1473'STAMPED Q 142 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1473
 FG1473                          STATION RECOVERY (1973)
 FG1473
 FG1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0537 ***********************************************************************
 GF0537  DESIGNATION -  Q 143
 GF0537  PID         -  GF0537
 GF0537  STATE/COUNTY-  AR/MADISON
 GF0537  USGS QUAD   -  HUNTSVILLE (1973)
 GF0537
 GF0537                         *CURRENT SURVEY CONTROL
 GF0537  ___________________________________________________________________
 GF0537* NAD 83(1986)-  36 07 13.     (N)    093 41 37.     (W)     SCALED    
 GF0537* NAVD 88     -       383.216  (meters)    1257.27   (feet)  ADJUSTED  
 GF0537  ___________________________________________________________________
 GF0537  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GF0537  DYNAMIC HT  -         382.867 (meters)    1256.12  (feet)  COMP
 GF0537  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GF0537
 GF0537  VERT ORDER  -  SECOND    CLASS 0
 GF0537
 GF0537.The horizontal coordinates were scaled from a topographic map and have
 GF0537.an estimated accuracy of +/- 6 seconds.
 GF0537
 GF0537.The orthometric height was determined by differential leveling
 GF0537.and adjusted by the National Geodetic Survey in June 1991..
 GF0537
 GF0537.The geoid height was determined by GEOID03.
 GF0537
 GF0537.The dynamic height is computed by dividing the NAVD 88
 GF0537.geopotential number by the normal gravity value computed on the
 GF0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0537.degrees latitude (g = 980.6199 gals.).
 GF0537
 GF0537.The modeled gravity was interpolated from observed gravity values.
 GF0537
 GF0537;                    North         East    Units  Estimated Accuracy
 GF0537;SPC AR N     -   199,560.      247,540.      MT  (+/- 180 meters Scaled)
 GF0537
 GF0537                          SUPERSEDED SURVEY CONTROL
 GF0537
 GF0537  NGVD 29 (??/??/92)  383.086  (m)         1256.84   (f) ADJ UNCH    2 0
 GF0537
 GF0537.Superseded values are not recommended for survey control.
 GF0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0537.See file dsdata.txt to determine how the superseded data were derived.
 GF0537
 GF0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV375975(NAD 83)
 GF0537_MARKER: DB = BENCH MARK DISK
 GF0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0537_STAMPING: Q 143 1935
 GF0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0537+STABILITY: SURFACE MOTION
 GF0537
 GF0537  HISTORY     - Date     Condition        Report By
 GF0537  HISTORY     - 1935     MONUMENTED       CGS
 GF0537  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0537  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GF0537
 GF0537                          STATION DESCRIPTION
 GF0537
 GF0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0537'3.7 MI NE FROM HUNTSVILLE.
 GF0537'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE
 GF0537'AT HUNTSVILLE, MADISON COUNTY, AT A CONCRETE BRIDGE OVER WAR
 GF0537'EAGLE CREEK, 98 FEET SOUTH OF THE SOUTH CORNER OF THE BRIDGE, 36
 GF0537'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 85 FEET SOUTHWEST
 GF0537'OF THE NORTH CORNER OF A FENCE, 12 FEET EAST OF A POLE, AND 2 FEET
 GF0537'SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED Q 143 1935 AND
 GF0537'SET IN THE TOP OF A CONCRETE POST.
 GF0537
 GF0537                          STATION RECOVERY (1987)
 GF0537
 GF0537'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0537'MARK NOT FOUND.
 GF0537
 GF0537                          STATION RECOVERY (1988)
 GF0537
 GF0537'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0546 ***********************************************************************
 GF0546  DESIGNATION -  Q 144 RESET
 GF0546  PID         -  GF0546
 GF0546  STATE/COUNTY-  AR/MADISON
 GF0546  USGS QUAD   -  HUNTSVILLE (1973)
 GF0546
 GF0546                         *CURRENT SURVEY CONTROL
 GF0546  ___________________________________________________________________
 GF0546* NAD 83(1986)-  36 01 51.     (N)    093 39 20.     (W)     SCALED    
 GF0546* NAVD 88     -       425.49   (meters)    1396.0    (feet)  RESET     
 GF0546  ___________________________________________________________________
 GF0546  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GF0546
 GF0546  VERT ORDER  -  THIRD
 GF0546
 GF0546.The horizontal coordinates were scaled from a topographic map and have
 GF0546.an estimated accuracy of +/- 6 seconds.
 GF0546
 GF0546.The orthometric height was computed from unverified reset data.
 GF0546
 GF0546.The geoid height was determined by GEOID03.
 GF0546
 GF0546;                    North         East    Units  Estimated Accuracy
 GF0546;SPC AR N     -   189,580.      250,800.      MT  (+/- 180 meters Scaled)
 GF0546
 GF0546                          SUPERSEDED SURVEY CONTROL
 GF0546
 GF0546.No superseded survey control is available for this station.
 GF0546
 GF0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV409875(NAD 83)
 GF0546_MARKER: DB = BENCH MARK DISK
 GF0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0546_STAMPING: Q 144 RESET 1971
 GF0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0546+STABILITY: SURFACE MOTION
 GF0546
 GF0546  HISTORY     - Date     Condition        Report By
 GF0546  HISTORY     - 1971     MONUMENTED       ARHD
 GF0546  HISTORY     - 1972     GOOD             NGS
 GF0546
 GF0546                          STATION DESCRIPTION
 GF0546
 GF0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GF0546'7.9 MI SE FROM HUNTSVILLE.
 GF0546'ABOUT 4.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE
 GF0546'AT HUNTSVILLE, THENCE 3.4 MILES EAST ALONG THE LOY-HUNTSVILLE
 GF0546'ROAD, AT LOWER WHARTON SCHOOL, 89 FEET SOUTHWEST OF THE SOUTHWEST
 GF0546'CORNER OF THE SCHOOL BUILDING, 60 FEET NORTH OF THE CENTER
 GF0546'LINE OF THE ROAD, 34 FEET SOUTH OF A 20 INCH BLACK OAK TREE,
 GF0546'7 FEET NORTHEAST OF A 30 INCH WHITE OAK TREE AND SET IN THE
 GF0546'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0614 ***********************************************************************
 GF0614  DESIGNATION -  Q 145 RESET
 GF0614  PID         -  GF0614
 GF0614  STATE/COUNTY-  AR/CARROLL
 GF0614  USGS QUAD   -  MARBLE (1973)
 GF0614
 GF0614                         *CURRENT SURVEY CONTROL
 GF0614  ___________________________________________________________________
 GF0614* NAD 83(1986)-  36 09 11.     (N)    093 33 02.     (W)     SCALED    
 GF0614* NAVD 88     -       463.34   (meters)    1520.1    (feet)  RESET     
 GF0614  ___________________________________________________________________
 GF0614  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GF0614
 GF0614  VERT ORDER  -  THIRD
 GF0614
 GF0614.The horizontal coordinates were scaled from a topographic map and have
 GF0614.an estimated accuracy of +/- 6 seconds.
 GF0614
 GF0614.The orthometric height was computed from unverified reset data.
 GF0614
 GF0614.The geoid height was determined by GEOID03.
 GF0614
 GF0614;                    North         East    Units  Estimated Accuracy
 GF0614;SPC AR N     -   202,990.      260,480.      MT  (+/- 180 meters Scaled)
 GF0614
 GF0614                          SUPERSEDED SURVEY CONTROL
 GF0614
 GF0614.No superseded survey control is available for this station.
 GF0614
 GF0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA504010(NAD 83)
 GF0614_MARKER: DB = BENCH MARK DISK
 GF0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0614_STAMPING: Q 145 RESET 1959
 GF0614_PROJECTION: PROJECTING 15 CENTIMETERS
 GF0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0614+STABILITY: SURFACE MOTION
 GF0614
 GF0614  HISTORY     - Date     Condition        Report By
 GF0614  HISTORY     - 1959     MONUMENTED       CGS
 GF0614  HISTORY     - 1988     GOOD             USPSQD
 GF0614
 GF0614                          STATION DESCRIPTION
 GF0614
 GF0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GF0614'5.3 MI SOUTH FROM METALTON.
 GF0614'5.3 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE BRIDGE OVER PINEY
 GF0614'CREEK IN METALTON, 1.0 MILE NORTH ALONG STATE HIGHWAY 21 FROM ITS
 GF0614'JUNCTION WITH STATE HIGHWAY 68, 40 FEET EAST OF THE CENTER OF THE
 GF0614'HIGHWAY, 1 FOOT WEST OF A FENCE LINE, AND 1 FOOT SOUTHWEST OF A
 GF0614'METAL WITNESS POST BEARING A WHITE SIGN.
 GF0614
 GF0614                          STATION RECOVERY (1988)
 GF0614
 GF0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0081 ***********************************************************************
 FG0081  DESIGNATION -  Q 146
 FG0081  PID         -  FG0081
 FG0081  STATE/COUNTY-  AR/VAN BUREN
 FG0081  USGS QUAD   -  OLD LEXINGTON (1973)
 FG0081
 FG0081                         *CURRENT SURVEY CONTROL
 FG0081  ___________________________________________________________________
 FG0081* NAD 83(1986)-  35 39 42.     (N)    092 28 30.     (W)     SCALED    
 FG0081* NAVD 88     -       415.332  (meters)    1362.64   (feet)  ADJUSTED  
 FG0081  ___________________________________________________________________
 FG0081  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FG0081  DYNAMIC HT  -         414.940 (meters)    1361.35  (feet)  COMP
 FG0081  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 FG0081
 FG0081  VERT ORDER  -  SECOND    CLASS 0
 FG0081
 FG0081.The horizontal coordinates were scaled from a topographic map and have
 FG0081.an estimated accuracy of +/- 6 seconds.
 FG0081
 FG0081.The orthometric height was determined by differential leveling
 FG0081.and adjusted by the National Geodetic Survey in June 1991..
 FG0081
 FG0081.The geoid height was determined by GEOID03.
 FG0081
 FG0081.The dynamic height is computed by dividing the NAVD 88
 FG0081.geopotential number by the normal gravity value computed on the
 FG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0081.degrees latitude (g = 980.6199 gals.).
 FG0081
 FG0081.The modeled gravity was interpolated from observed gravity values.
 FG0081
 FG0081;                    North         East    Units  Estimated Accuracy
 FG0081;SPC AR N     -   147,470.      356,990.      MT  (+/- 180 meters Scaled)
 FG0081
 FG0081                          SUPERSEDED SURVEY CONTROL
 FG0081
 FG0081  NGVD 29 (??/??/92)  415.233  (m)         1362.31   (f) ADJ UNCH    2 0
 FG0081
 FG0081.Superseded values are not recommended for survey control.
 FG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0081.See file dsdata.txt to determine how the superseded data were derived.
 FG0081
 FG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV475465(NAD 83)
 FG0081_MARKER: DB = BENCH MARK DISK
 FG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0081_STAMPING: Q 146 1935
 FG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0081+STABILITY: SURFACE MOTION
 FG0081
 FG0081  HISTORY     - Date     Condition        Report By
 FG0081  HISTORY     - 1935     MONUMENTED       CGS
 FG0081  HISTORY     - 1963     GOOD             NGS
 FG0081
 FG0081                          STATION DESCRIPTION
 FG0081
 FG0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0081'5.7 MI NW FROM CLINTON.
 FG0081'LOCATED 5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 65 FROM ITS JUNCTION
 FG0081'WITH U.S. HIGHWAY 95 AT CLINTON, IN THE NORTHWEST ANGLE OF THE
 FG0081'JUNCTION WITH A SIDE ROAD LEADING SOUTHWEST.  IT IS 67 FEET SOUTHWEST
 FG0081'OF THE CENTERLINE OF THE HIGHWAY, 44 FEET NORTH WEST OF THE CENTERLINE
 FG0081'OF THE SIDE ROAD, 73, FEET EAST NORTHEAST OF THE SOUTHEAST OF A HOUSE,
 FG0081'23 FEET EAST-SOUTHEAST OF AN 18-INCH OAK TREE, 10 FEET NORTHWEST OF A
 FG0081'POWER POLE, 31 FEET SOUTHEAST OF AN OAK TREE AND 1 FOOT WEST OF A
 FG0081'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED Q 146, 1935, SET
 FG0081'IN THE TOP OF A PRECAST POST 6-INCHES SQUARE AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0524 ***********************************************************************
 FG0524  DESIGNATION -  Q 147
 FG0524  PID         -  FG0524
 FG0524  STATE/COUNTY-  AR/VAN BUREN
 FG0524  USGS QUAD   -  TILLY (1980)
 FG0524
 FG0524                         *CURRENT SURVEY CONTROL
 FG0524  ___________________________________________________________________
 FG0524* NAD 83(1986)-  35 42 01.     (N)    092 47 10.     (W)     SCALED    
 FG0524* NAVD 88     -       586.558  (meters)    1924.40   (feet)  ADJUSTED  
 FG0524  ___________________________________________________________________
 FG0524  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0524  DYNAMIC HT  -         585.988 (meters)    1922.53  (feet)  COMP
 FG0524  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 FG0524
 FG0524  VERT ORDER  -  SECOND    CLASS 0
 FG0524
 FG0524.The horizontal coordinates were scaled from a topographic map and have
 FG0524.an estimated accuracy of +/- 6 seconds.
 FG0524
 FG0524.The orthometric height was determined by differential leveling
 FG0524.and adjusted by the National Geodetic Survey in June 1991..
 FG0524
 FG0524.The geoid height was determined by GEOID03.
 FG0524
 FG0524.The dynamic height is computed by dividing the NAVD 88
 FG0524.geopotential number by the normal gravity value computed on the
 FG0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0524.degrees latitude (g = 980.6199 gals.).
 FG0524
 FG0524.The modeled gravity was interpolated from observed gravity values.
 FG0524
 FG0524;                    North         East    Units  Estimated Accuracy
 FG0524;SPC AR N     -   151,940.      328,860.      MT  (+/- 180 meters Scaled)
 FG0524
 FG0524                          SUPERSEDED SURVEY CONTROL
 FG0524
 FG0524  NGVD 29 (??/??/92)  586.460  (m)         1924.08   (f) ADJ UNCH    2 0
 FG0524
 FG0524.Superseded values are not recommended for survey control.
 FG0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0524.See file dsdata.txt to determine how the superseded data were derived.
 FG0524
 FG0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV193507(NAD 83)
 FG0524_MARKER: DB = BENCH MARK DISK
 FG0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0524_STAMPING: Q 147 1935
 FG0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0524+STABILITY: SURFACE MOTION
 FG0524
 FG0524  HISTORY     - Date     Condition        Report By
 FG0524  HISTORY     - 1935     MONUMENTED       CGS
 FG0524  HISTORY     - 1935     GOOD             NGS
 FG0524  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0524
 FG0524                          STATION DESCRIPTION
 FG0524
 FG0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0524'0.3 MI N FROM UNA.
 FG0524'0.3 MILE NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT UNA, VAN
 FG0524'BUREN COUNTY, 42 FEET SOUTHWEST OF THE JUNCTION OF THE CHIMES ROAD,
 FG0524'110 FEET SOUTH OF A SMALL HOUSE ON THE C. A. BELL FARM, 27 FEET WEST
 FG0524'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF A NORTHEAST FENCE
 FG0524'CORNER, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED Q 147
 FG0524'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0524
 FG0524                          STATION RECOVERY (1976)
 FG0524
 FG0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0674 ***********************************************************************
 FG0674  DESIGNATION -  Q 148
 FG0674  PID         -  FG0674
 FG0674  STATE/COUNTY-  AR/VAN BUREN
 FG0674  USGS QUAD   -  LOST CORNER (1980)
 FG0674
 FG0674                         *CURRENT SURVEY CONTROL
 FG0674  ___________________________________________________________________
 FG0674* NAD 83(1986)-  35 31 47.     (N)    092 46 34.     (W)     SCALED    
 FG0674* NAVD 88     -       446.222  (meters)    1463.98   (feet)  ADJUSTED  
 FG0674  ___________________________________________________________________
 FG0674  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FG0674  DYNAMIC HT  -         445.789 (meters)    1462.56  (feet)  COMP
 FG0674  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 FG0674
 FG0674  VERT ORDER  -  SECOND    CLASS 0
 FG0674
 FG0674.The horizontal coordinates were scaled from a topographic map and have
 FG0674.an estimated accuracy of +/- 6 seconds.
 FG0674
 FG0674.The orthometric height was determined by differential leveling
 FG0674.and adjusted by the National Geodetic Survey in June 1991..
 FG0674
 FG0674.The geoid height was determined by GEOID03.
 FG0674
 FG0674.The dynamic height is computed by dividing the NAVD 88
 FG0674.geopotential number by the normal gravity value computed on the
 FG0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0674.degrees latitude (g = 980.6199 gals.).
 FG0674
 FG0674.The modeled gravity was interpolated from observed gravity values.
 FG0674
 FG0674;                    North         East    Units  Estimated Accuracy
 FG0674;SPC AR N     -   133,010.      329,620.      MT  (+/- 180 meters Scaled)
 FG0674
 FG0674                          SUPERSEDED SURVEY CONTROL
 FG0674
 FG0674  NGVD 29 (??/??/92)  446.177  (m)         1463.83   (f) ADJ UNCH    2 0
 FG0674
 FG0674.Superseded values are not recommended for survey control.
 FG0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0674.See file dsdata.txt to determine how the superseded data were derived.
 FG0674
 FG0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV202318(NAD 83)
 FG0674_MARKER: DB = BENCH MARK DISK
 FG0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0674_STAMPING: Q 148 1935
 FG0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0674+STABILITY: SURFACE MOTION
 FG0674
 FG0674  HISTORY     - Date     Condition        Report By
 FG0674  HISTORY     - 1935     MONUMENTED       CGS
 FG0674
 FG0674                          STATION DESCRIPTION
 FG0674
 FG0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0674'7.3 MI SE FROM LOST CORNER.
 FG0674'IN VAN BUREN COUNTY, 7.3 MILES SOUTHEAST ALONG THE CLEVELAND ROAD FROM
 FG0674'THE POST OFFICE AT LOST CORNER, POPE COUNTY, 19 FEET NORTHWEST OF THE
 FG0674'ARTHUR ANDERSON FARMHOUSE, 62 FEET EAST OF AN UNDERGROUND CELLAR, 27
 FG0674'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16 FEET SOUTH OF A FENCE,
 FG0674'AND 3 1/2 FEET WEST OF A ROSE BUSH.  A STANDARD DISK, STAMPED Q 148
 FG0674'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0600 ***********************************************************************
 FG0600  DESIGNATION -  Q 149
 FG0600  PID         -  FG0600
 FG0600  STATE/COUNTY-  AR/SEARCY
 FG0600  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0600
 FG0600                         *CURRENT SURVEY CONTROL
 FG0600  ___________________________________________________________________
 FG0600* NAD 83(1986)-  35 51 11.     (N)    092 46 59.     (W)     SCALED    
 FG0600* NAVD 88     -       289.361  (meters)     949.35   (feet)  ADJUSTED  
 FG0600  ___________________________________________________________________
 FG0600  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0600  DYNAMIC HT  -         289.097 (meters)     948.48  (feet)  COMP
 FG0600  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 FG0600
 FG0600  VERT ORDER  -  SECOND    CLASS 0
 FG0600
 FG0600.The horizontal coordinates were scaled from a topographic map and have
 FG0600.an estimated accuracy of +/- 6 seconds.
 FG0600
 FG0600.The orthometric height was determined by differential leveling
 FG0600.and adjusted by the National Geodetic Survey in June 1991..
 FG0600
 FG0600.The geoid height was determined by GEOID03.
 FG0600
 FG0600.The dynamic height is computed by dividing the NAVD 88
 FG0600.geopotential number by the normal gravity value computed on the
 FG0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0600.degrees latitude (g = 980.6199 gals.).
 FG0600
 FG0600.The modeled gravity was interpolated from observed gravity values.
 FG0600
 FG0600;                    North         East    Units  Estimated Accuracy
 FG0600;SPC AR N     -   168,880.      329,270.      MT  (+/- 180 meters Scaled)
 FG0600
 FG0600                          SUPERSEDED SURVEY CONTROL
 FG0600
 FG0600  NGVD 29 (??/??/92)  289.259  (m)          949.01   (f) ADJ UNCH    2 0
 FG0600
 FG0600.Superseded values are not recommended for survey control.
 FG0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0600.See file dsdata.txt to determine how the superseded data were derived.
 FG0600
 FG0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV195676(NAD 83)
 FG0600_MARKER: DB = BENCH MARK DISK
 FG0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0600_STAMPING: Q 149 1935
 FG0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0600+STABILITY: SURFACE MOTION
 FG0600
 FG0600  HISTORY     - Date     Condition        Report By
 FG0600  HISTORY     - 1935     MONUMENTED       CGS
 FG0600
 FG0600                          STATION DESCRIPTION
 FG0600
 FG0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0600'1.7 MI N FROM BEAR CREEK.
 FG0600'1.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM BEAR CREEK, SEARCY COUNTY,
 FG0600'1.8 MILES WEST ALONG THE SNOWBALL ROAD, 1.5 MILES WEST OF COOPER
 FG0600'SCHOOL, 112 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BISHOP
 FG0600'WASSEN FARMHOUSE, 24 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 38
 FG0600'FEET NORTHWEST OF THE NORTHWEST CORNER OF A TOOL HOUSE, 16 FEET EAST
 FG0600'OF A GATE, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED Q
 FG0600'149 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0514 ***********************************************************************
 FF0514  DESIGNATION -  Q 15
 FF0514  PID         -  FF0514
 FF0514  STATE/COUNTY-  AR/ST FRANCIS
 FF0514  USGS QUAD   -  FORREST CITY (1976)
 FF0514
 FF0514                         *CURRENT SURVEY CONTROL
 FF0514  ___________________________________________________________________
 FF0514* NAD 83(1986)-  35 04 27.     (N)    090 49 05.     (W)     SCALED    
 FF0514* NAVD 88     -        71.347  (meters)     234.08   (feet)  ADJUSTED  
 FF0514  ___________________________________________________________________
 FF0514  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FF0514  DYNAMIC HT  -          71.282 (meters)     233.86  (feet)  COMP
 FF0514  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 FF0514
 FF0514  VERT ORDER  -  FIRST     CLASS II
 FF0514
 FF0514.The horizontal coordinates were scaled from a topographic map and have
 FF0514.an estimated accuracy of +/- 6 seconds.
 FF0514
 FF0514.The orthometric height was determined by differential leveling
 FF0514.and adjusted by the National Geodetic Survey in June 1991..
 FF0514
 FF0514.The geoid height was determined by GEOID03.
 FF0514
 FF0514.The dynamic height is computed by dividing the NAVD 88
 FF0514.geopotential number by the normal gravity value computed on the
 FF0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0514.degrees latitude (g = 980.6199 gals.).
 FF0514
 FF0514.The modeled gravity was interpolated from observed gravity values.
 FF0514
 FF0514;                    North         East    Units  Estimated Accuracy
 FF0514;SPC AR N     -    82,840.      507,800.      MT  (+/- 180 meters Scaled)
 FF0514
 FF0514                          SUPERSEDED SURVEY CONTROL
 FF0514
 FF0514  NGVD 29 (??/??/??)   71.323  (m)          234.00   (f) ADJUSTED    1 2
 FF0514
 FF0514.Superseded values are not recommended for survey control.
 FF0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0514.See file dsdata.txt to determine how the superseded data were derived.
 FF0514
 FF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU989834(NAD 83)
 FF0514_MARKER: DB = BENCH MARK DISK
 FF0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0514_STAMPING: Q 15 1932
 FF0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0514+STABILITY: SURFACE MOTION
 FF0514
 FF0514  HISTORY     - Date     Condition        Report By
 FF0514  HISTORY     - 1932     MONUMENTED       CGS
 FF0514  HISTORY     - 1956     GOOD             CGS
 FF0514  HISTORY     - 20030603 MARK NOT FOUND   USACE
 FF0514
 FF0514                          STATION DESCRIPTION
 FF0514
 FF0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0514'AT CALDWELL.
 FF0514'AT CALDWELL, ALONG THE MISSOURI PACIFIC RAILROAD, AT EAST-WEST
 FF0514'GRAVEL ROAD CROSSING, 41 FEET EAST OF EAST RAIL, 61 FEET NORTHEAST
 FF0514'OF CENTER OF CROSSING, 31 1/2 FEET NORTH OF CENTER LINE OF GRAVEL
 FF0514'ROAD, 44 FEET SOUTHEAST OF TELEPHONE POLE NO. 290/26, 18 FEET
 FF0514'NORTH OF A FENCE CORNER, 61 FEET SOUTHEAST OF A SWITCH STAND AT THE
 FF0514'SOUTH END OF A SIDING, 21 FEET NORTH OF NORTH END OF A 10-INCH
 FF0514'TILE PIPE CULVERT UNDER ROAD, 10 FEET SOUTHWEST OF SOUTHWEST PORCH
 FF0514'CORNER OF A SMALL FRAME HOUSE, 1 1/2 FEET SOUTH OF A WHITE
 FF0514'WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK AND SET
 FF0514'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FF0514
 FF0514                          STATION RECOVERY (2003)
 FF0514
 FF0514'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0620 ***********************************************************************
 FG0620  DESIGNATION -  Q 150
 FG0620  PID         -  FG0620
 FG0620  STATE/COUNTY-  AR/SEARCY
 FG0620  USGS QUAD   -  CANAAN (1980)
 FG0620
 FG0620                         *CURRENT SURVEY CONTROL
 FG0620  ___________________________________________________________________
 FG0620* NAD 83(1986)-  35 50 25.     (N)    092 39 28.     (W)     SCALED    
 FG0620* NAVD 88     -       467.776  (meters)    1534.70   (feet)  ADJUSTED  
 FG0620  ___________________________________________________________________
 FG0620  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0620  DYNAMIC HT  -         467.344 (meters)    1533.28  (feet)  COMP
 FG0620  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FG0620
 FG0620  VERT ORDER  -  SECOND    CLASS 0
 FG0620
 FG0620.The horizontal coordinates were scaled from a topographic map and have
 FG0620.an estimated accuracy of +/- 6 seconds.
 FG0620
 FG0620.The orthometric height was determined by differential leveling
 FG0620.and adjusted by the National Geodetic Survey in June 1991..
 FG0620
 FG0620.The geoid height was determined by GEOID03.
 FG0620
 FG0620.The dynamic height is computed by dividing the NAVD 88
 FG0620.geopotential number by the normal gravity value computed on the
 FG0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0620.degrees latitude (g = 980.6199 gals.).
 FG0620
 FG0620.The modeled gravity was interpolated from observed gravity values.
 FG0620
 FG0620;                    North         East    Units  Estimated Accuracy
 FG0620;SPC AR N     -   167,380.      340,580.      MT  (+/- 180 meters Scaled)
 FG0620
 FG0620                          SUPERSEDED SURVEY CONTROL
 FG0620
 FG0620  NGVD 29 (??/??/92)  467.669  (m)         1534.34   (f) ADJ UNCH    2 0
 FG0620
 FG0620.Superseded values are not recommended for survey control.
 FG0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0620.See file dsdata.txt to determine how the superseded data were derived.
 FG0620
 FG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV309662(NAD 83)
 FG0620_MARKER: DB = BENCH MARK DISK
 FG0620_SETTING: 66 = SET IN ROCK OUTCROP
 FG0620_SP_SET: SET IN ROCK OUTCROP
 FG0620_STAMPING: Q 150 1935
 FG0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0620+STABILITY: POSITION/ELEVATION WELL
 FG0620
 FG0620  HISTORY     - Date     Condition        Report By
 FG0620  HISTORY     - 1935     MONUMENTED       CGS
 FG0620
 FG0620                          STATION DESCRIPTION
 FG0620
 FG0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0620'1.8 MI NE FROM WATTS.
 FG0620'1.8 MILES NORTHEAST ALONG THE RED RIVER ROAD FROM THE JUNCTION OF THE
 FG0620'SHADY GROVE ROAD AT WATTS, SEARCY COUNTY, 96 FEET SOUTH OF AN
 FG0620'ABANDONED FARMHOUSE, 86 FEET WEST OF THE CENTERLINE OF THE ROAD, 76
 FG0620'FEET SOUTH OF A CEDAR TREE, 110 FEET WEST OF A 20-INCH PINE TREE, 4
 FG0620'1/2 FEET WEST OF A 10-INCH HICKORY TREE, IN A 3-BY 6 1/2-BY 10 1/2-
 FG0620'FOOT SANDSTONE ROCK, AND 2 1/2 FEET EAST OF THE WEST SIDE OF THE ROCK.
 FG0620'A STANDARD DISK, STAMPED Q 150 1935..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0427 ***********************************************************************
 DL0427  DESIGNATION -  Q 151
 DL0427  PID         -  DL0427
 DL0427  STATE/COUNTY-  AR/CLARK
 DL0427  USGS QUAD   -  GURDON (1970)
 DL0427
 DL0427                         *CURRENT SURVEY CONTROL
 DL0427  ___________________________________________________________________
 DL0427* NAD 83(1986)-  33 57 10.     (N)    093 09 57.     (W)     SCALED    
 DL0427* NAVD 88     -        67.722  (meters)     222.18   (feet)  ADJUSTED  
 DL0427  ___________________________________________________________________
 DL0427  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DL0427  DYNAMIC HT  -          67.654 (meters)     221.96  (feet)  COMP
 DL0427  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 DL0427
 DL0427  VERT ORDER  -  SECOND    CLASS 0
 DL0427
 DL0427.The horizontal coordinates were scaled from a topographic map and have
 DL0427.an estimated accuracy of +/- 6 seconds.
 DL0427
 DL0427.The orthometric height was determined by differential leveling
 DL0427.and adjusted by the National Geodetic Survey in June 1991..
 DL0427
 DL0427.The geoid height was determined by GEOID03.
 DL0427
 DL0427.The dynamic height is computed by dividing the NAVD 88
 DL0427.geopotential number by the normal gravity value computed on the
 DL0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0427.degrees latitude (g = 980.6199 gals.).
 DL0427
 DL0427.The modeled gravity was interpolated from observed gravity values.
 DL0427
 DL0427;                    North         East    Units  Estimated Accuracy
 DL0427;SPC AR S     -   543,260.      292,250.      MT  (+/- 180 meters Scaled)
 DL0427
 DL0427                          SUPERSEDED SURVEY CONTROL
 DL0427
 DL0427  NGVD 29 (??/??/92)   67.730  (m)          222.21   (f) ADJ UNCH    2 0
 DL0427
 DL0427.Superseded values are not recommended for survey control.
 DL0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0427.See file dsdata.txt to determine how the superseded data were derived.
 DL0427
 DL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT846569(NAD 83)
 DL0427_MARKER: DB = BENCH MARK DISK
 DL0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0427_STAMPING: Q 151 1935
 DL0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0427+STABILITY: SURFACE MOTION
 DL0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0427+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 DL0427
 DL0427  HISTORY     - Date     Condition        Report By
 DL0427  HISTORY     - 1935     MONUMENTED       CGS
 DL0427  HISTORY     - 1962     GOOD             NGS
 DL0427  HISTORY     - 1964     GOOD             NGS
 DL0427  HISTORY     - 20050201 GOOD             ARHD
 DL0427
 DL0427                          STATION DESCRIPTION
 DL0427
 DL0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL0427'2.5 MI N FROM GURDON.
 DL0427'LOCATED 0.9 MILES NORTH ALONG U.S. HIGHWAY 67 FROM GURDON, THENCE 1.6
 DL0427'MILES NORTHWEST ALONG STATE HIGHWAY 53 TO THE CROSSING OF THE MISSOURI
 DL0427'PACIFIC RAILROAD AND THE MARK IN THE NORTHEAST ANGLE OF THE ROAD
 DL0427'CROSSING.  IT IS 125 FEET EAST OF THE CENTER OF THE ROAD CROSSING, 47
 DL0427'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 78 FEET NORTH OF POLE NO 30
 DL0427'WHERE THE TELEPHONE AND THE TELEGRAPH WIRES CROSS AND 1 FOOT NORTHWEST
 DL0427'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED Q 151 1935,
 DL0427'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DL0427
 DL0427                          STATION RECOVERY (1964)
 DL0427
 DL0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0427'RECOVERED IN GOOD CONDITION.
 DL0427
 DL0427                          STATION RECOVERY (2005)
 DL0427
 DL0427'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 DL0427'RECOVERED AS DESCRIBED, GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0679 ***********************************************************************
 EJ0679  DESIGNATION -  Q 152
 EJ0679  PID         -  EJ0679
 EJ0679  STATE/COUNTY-  AR/CLARK
 EJ0679  USGS QUAD   -  DONALDSON (1984)
 EJ0679
 EJ0679                         *CURRENT SURVEY CONTROL
 EJ0679  ___________________________________________________________________
 EJ0679* NAD 83(1986)-  34 09 31.     (N)    092 59 22.     (W)     SCALED    
 EJ0679* NAVD 88     -        59.581  (meters)     195.48   (feet)  ADJUSTED  
 EJ0679  ___________________________________________________________________
 EJ0679  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EJ0679  DYNAMIC HT  -          59.522 (meters)     195.28  (feet)  COMP
 EJ0679  MODELED GRAV-     979,646.8   (mgal)                       NAVD 88
 EJ0679
 EJ0679  VERT ORDER  -  FIRST     CLASS II
 EJ0679
 EJ0679.The horizontal coordinates were scaled from a topographic map and have
 EJ0679.an estimated accuracy of +/- 6 seconds.
 EJ0679
 EJ0679.The orthometric height was determined by differential leveling
 EJ0679.and adjusted by the National Geodetic Survey in June 1991..
 EJ0679
 EJ0679.The geoid height was determined by GEOID03.
 EJ0679
 EJ0679.The dynamic height is computed by dividing the NAVD 88
 EJ0679.geopotential number by the normal gravity value computed on the
 EJ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0679.degrees latitude (g = 980.6199 gals.).
 EJ0679
 EJ0679.The modeled gravity was interpolated from observed gravity values.
 EJ0679
 EJ0679;                    North         East    Units  Estimated Accuracy
 EJ0679;SPC AR S     -   565,920.      308,770.      MT  (+/- 180 meters Scaled)
 EJ0679
 EJ0679                          SUPERSEDED SURVEY CONTROL
 EJ0679
 EJ0679  NGVD 29 (??/??/92)   59.598  (m)          195.53   (f) ADJ UNCH    1 2
 EJ0679
 EJ0679.Superseded values are not recommended for survey control.
 EJ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0679.See file dsdata.txt to determine how the superseded data were derived.
 EJ0679
 EJ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT009797(NAD 83)
 EJ0679_MARKER: DB = BENCH MARK DISK
 EJ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0679_STAMPING: Q-152 1935
 EJ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0679+STABILITY: SURFACE MOTION
 EJ0679
 EJ0679  HISTORY     - Date     Condition        Report By
 EJ0679  HISTORY     - 1935     MONUMENTED       CGS
 EJ0679  HISTORY     - 1964     GOOD             USGS
 EJ0679
 EJ0679                          STATION DESCRIPTION
 EJ0679
 EJ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0679'4.8 MI NE FROM ARKADELPHIA.
 EJ0679'4.8 MILES NORTHEAST OF, ALONG THE M.P. RAILROAD FROM MO. PAC. R.R.
 EJ0679'STATION.  ABOUT 270 FEET SOUTHWEST OF THE SWITCH STAND AT SOUTH END OF
 EJ0679'THE WITHERSPOON SIDE TRACK.  ABOUT 195 FEET SOUTHWEST OF SEMAPHORE
 EJ0679'406.4.  810 FEET SOUTHWEST OF INTERSECTION OF CENTERLINES OF GRADE
 EJ0679'CROSSING AND RAILROAD.  40 FEET WEST OF RAILROAD CENTERLINE.  15 FEET
 EJ0679'NORTH OF POLE 406+10.  2 FEET EAST OF R/W FENCE.  TABLET SET IN
 EJ0679'PRECAST CONCRETE POST.  NOTE-- A WHITE WITNESS POST WAS PLACED 1 FT NE
 EJ0679'OF POST.
 EJ0679
 EJ0679                          STATION RECOVERY (1964)
 EJ0679
 EJ0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EJ0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0982 ***********************************************************************
 FG0982  DESIGNATION -  Q 156
 FG0982  PID         -  FG0982
 FG0982  STATE/COUNTY-  AR/NEWTON
 FG0982  USGS QUAD   -  BOXLEY (1975)
 FG0982
 FG0982                         *CURRENT SURVEY CONTROL
 FG0982  ___________________________________________________________________
 FG0982* NAD 83(1986)-  35 59 25.     (N)    093 25 06.     (W)     SCALED    
 FG0982* NAVD 88     -       552.196  (meters)    1811.66   (feet)  ADJUSTED  
 FG0982  ___________________________________________________________________
 FG0982  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0982  DYNAMIC HT  -         551.691 (meters)    1810.01  (feet)  COMP
 FG0982  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 FG0982
 FG0982  VERT ORDER  -  SECOND    CLASS 0
 FG0982
 FG0982.The horizontal coordinates were scaled from a topographic map and have
 FG0982.an estimated accuracy of +/- 6 seconds.
 FG0982
 FG0982.The orthometric height was determined by differential leveling
 FG0982.and adjusted by the National Geodetic Survey in June 1991..
 FG0982
 FG0982.The geoid height was determined by GEOID03.
 FG0982
 FG0982.The dynamic height is computed by dividing the NAVD 88
 FG0982.geopotential number by the normal gravity value computed on the
 FG0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0982.degrees latitude (g = 980.6199 gals.).
 FG0982
 FG0982.The modeled gravity was interpolated from observed gravity values.
 FG0982
 FG0982;                    North         East    Units  Estimated Accuracy
 FG0982;SPC AR N     -   184,750.      272,110.      MT  (+/- 180 meters Scaled)
 FG0982
 FG0982                          SUPERSEDED SURVEY CONTROL
 FG0982
 FG0982  NGVD 29 (??/??/92)  552.103  (m)         1811.36   (f) ADJ UNCH    2 0
 FG0982
 FG0982.Superseded values are not recommended for survey control.
 FG0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0982.See file dsdata.txt to determine how the superseded data were derived.
 FG0982
 FG0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV622829(NAD 83)
 FG0982_MARKER: DB = BENCH MARK DISK
 FG0982_SETTING: 80 = SET IN A BOULDER
 FG0982_STAMPING: Q 156 1935
 FG0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0982+STABILITY: SURFACE MOTION
 FG0982
 FG0982  HISTORY     - Date     Condition        Report By
 FG0982  HISTORY     - 1935     MONUMENTED       CGS
 FG0982
 FG0982                          STATION DESCRIPTION
 FG0982
 FG0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0982'1.9 MI NW FROM BOXLEY.
 FG0982'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 FG0982'BOXLEY, NEWTON COUNTY, 63 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FG0982'50 FEET WEST OF THE FOOT OF A HILL, 14 FEET NORTHEAST OF A 30-INCH
 FG0982'HICKORY TREE, 11 FEET SOUTHWEST OF A 14-INCH OAK TREE, AND IN A 9 X
 FG0982'16-FOOT BOULDER.  A STANDARD DISK, STAMPED Q 156 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0983 ***********************************************************************
 FG0983  DESIGNATION -  Q 156 RESET
 FG0983  PID         -  FG0983
 FG0983  STATE/COUNTY-  AR/NEWTON
 FG0983  USGS QUAD   -  BOXLEY (1975)
 FG0983
 FG0983                         *CURRENT SURVEY CONTROL
 FG0983  ___________________________________________________________________
 FG0983* NAD 83(1986)-  35 59 26.     (N)    093 25 06.     (W)     SCALED    
 FG0983* NAVD 88     -       554.53   (meters)    1819.3    (feet)  RESET     
 FG0983  ___________________________________________________________________
 FG0983  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0983
 FG0983  VERT ORDER  -  THIRD
 FG0983
 FG0983.The horizontal coordinates were scaled from a topographic map and have
 FG0983.an estimated accuracy of +/- 6 seconds.
 FG0983
 FG0983.The orthometric height was computed from unverified reset data.
 FG0983
 FG0983.The geoid height was determined by GEOID03.
 FG0983
 FG0983;                    North         East    Units  Estimated Accuracy
 FG0983;SPC AR N     -   184,780.      272,110.      MT  (+/- 180 meters Scaled)
 FG0983
 FG0983                          SUPERSEDED SURVEY CONTROL
 FG0983
 FG0983.No superseded survey control is available for this station.
 FG0983
 FG0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV622829(NAD 83)
 FG0983_MARKER: DB = BENCH MARK DISK
 FG0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0983_STAMPING: Q 156 RESET 1968
 FG0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0983+STABILITY: SURFACE MOTION
 FG0983
 FG0983  HISTORY     - Date     Condition        Report By
 FG0983  HISTORY     - 1968     MONUMENTED       CGS
 FG0983
 FG0983                          STATION DESCRIPTION
 FG0983
 FG0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FG0983'1.9 MI NW FROM BOXLEY.
 FG0983'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 FG0983'BOXLEY, AT THE FOOT OF A HILL, 7 FEET EAST OF THE NEW RIGHT-OF-WAY OF
 FG0983'HIGHWAY 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0553 ***********************************************************************
 GF0553  DESIGNATION -  Q 157
 GF0553  PID         -  GF0553
 GF0553  STATE/COUNTY-  AR/MADISON
 GF0553  USGS QUAD   -  ROCKHOUSE (1972)
 GF0553
 GF0553                         *CURRENT SURVEY CONTROL
 GF0553  ___________________________________________________________________
 GF0553* NAD 83(1986)-  36 17 44.     (N)    093 41 41.     (W)     SCALED    
 GF0553* NAVD 88     -       465.451  (meters)    1527.07   (feet)  ADJUSTED  
 GF0553  ___________________________________________________________________
 GF0553  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GF0553  DYNAMIC HT  -         465.031 (meters)    1525.69  (feet)  COMP
 GF0553  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 GF0553
 GF0553  VERT ORDER  -  SECOND    CLASS 0
 GF0553
 GF0553.The horizontal coordinates were scaled from a topographic map and have
 GF0553.an estimated accuracy of +/- 6 seconds.
 GF0553
 GF0553.The orthometric height was determined by differential leveling
 GF0553.and adjusted by the National Geodetic Survey in June 1991..
 GF0553
 GF0553.The geoid height was determined by GEOID03.
 GF0553
 GF0553.The dynamic height is computed by dividing the NAVD 88
 GF0553.geopotential number by the normal gravity value computed on the
 GF0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0553.degrees latitude (g = 980.6199 gals.).
 GF0553
 GF0553.The modeled gravity was interpolated from observed gravity values.
 GF0553
 GF0553;                    North         East    Units  Estimated Accuracy
 GF0553;SPC AR N     -   219,010.      247,780.      MT  (+/- 180 meters Scaled)
 GF0553
 GF0553                          SUPERSEDED SURVEY CONTROL
 GF0553
 GF0553  NGVD 29 (??/??/92)  465.310  (m)         1526.60   (f) ADJ UNCH    2 0
 GF0553
 GF0553.Superseded values are not recommended for survey control.
 GF0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0553.See file dsdata.txt to determine how the superseded data were derived.
 GF0553
 GF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA376169(NAD 83)
 GF0553_MARKER: DB = BENCH MARK DISK
 GF0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0553_STAMPING: Q 157 1935
 GF0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0553+STABILITY: SURFACE MOTION
 GF0553
 GF0553  HISTORY     - Date     Condition        Report By
 GF0553  HISTORY     - 1935     MONUMENTED       CGS
 GF0553  HISTORY     - 1987     GOOD             USPSQD
 GF0553
 GF0553                          STATION DESCRIPTION
 GF0553
 GF0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0553'1.9 MI W FROM ROCKHOUSE.
 GF0553'1.9 MILES WEST ALONG THE ROAD LEADING TO STATE HIGHWAY 23 FROM
 GF0553'THE POST OFFICE AT ROCKHOUSE, MADISON COUNTY, 70 FEET WEST OF
 GF0553'A SUDDEN DROP INTO THE VALLEY, 21 FEET EAST OF THE CENTERLINE
 GF0553'OF THE ROAD, IN A HEAVY OUTCROP OF ROCKS ON A RIDGE, 36 FEET
 GF0553'SOUTH OF AN UP-ROOTED OAK TREE, 36 FEET NORTH OF A 24-INCH
 GF0553'OAK TREE, AND 24 FEET SOUTH OF A 14-INCH PINE TREE.  A STANDARD
 GF0553'DISK, STAMPED Q 157 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0553
 GF0553                          STATION RECOVERY (1987)
 GF0553
 GF0553'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0444 ***********************************************************************
 GF0444  DESIGNATION -  Q 158 RESET
 GF0444  PID         -  GF0444
 GF0444  STATE/COUNTY-  AR/CARROLL
 GF0444  USGS QUAD   -  GREEN FOREST (1972)
 GF0444
 GF0444                         *CURRENT SURVEY CONTROL
 GF0444  ___________________________________________________________________
 GF0444* NAD 83(1986)-  36 18 41.     (N)    093 27 34.     (W)     SCALED    
 GF0444* NAVD 88     -       446.35   (meters)    1464.4    (feet)  RESET     
 GF0444  ___________________________________________________________________
 GF0444  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GF0444
 GF0444  VERT ORDER  -  THIRD
 GF0444
 GF0444.The horizontal coordinates were scaled from a topographic map and have
 GF0444.an estimated accuracy of +/- 6 seconds.
 GF0444
 GF0444.The orthometric height was computed from unverified reset data.
 GF0444
 GF0444.The geoid height was determined by GEOID03.
 GF0444
 GF0444;                    North         East    Units  Estimated Accuracy
 GF0444;SPC AR N     -   220,430.      268,930.      MT  (+/- 180 meters Scaled)
 GF0444
 GF0444                          SUPERSEDED SURVEY CONTROL
 GF0444
 GF0444.No superseded survey control is available for this station.
 GF0444
 GF0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA587185(NAD 83)
 GF0444_MARKER: DB = BENCH MARK DISK
 GF0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0444_STAMPING: Q 158 RESET 1962
 GF0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0444+STABILITY: SURFACE MOTION
 GF0444
 GF0444  HISTORY     - Date     Condition        Report By
 GF0444  HISTORY     - 1962     MONUMENTED       CGS
 GF0444  HISTORY     - 1987     GOOD             USPSQD
 GF0444
 GF0444                          STATION DESCRIPTION
 GF0444
 GF0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GF0444'3.2 MI S FROM GREEN FOREST.
 GF0444'LOCATED 1.35 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE POST
 GF0444'OFFICE AT GREEN FOREST, THENCE SOUTH ALONG STATE HIGHWAY 103 FOR
 GF0444'1.85 MILE TO A FARM ROAD RIGHT AND A BIG RED BARN IN THE SOUTHWEST
 GF0444'ANGLE OF THE JUNCTION.  IT IS ON PROPERTY OWNED BY MR. BLAKE
 GF0444'MC MAHAN, 78.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 GF0444'103 AT STATION 153+88, 26 FEET NORTH OF THE CENTERLINE OF THE
 GF0444'FARM ROAD, 199 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LARGE
 GF0444'RED BARN, 6 INCHES SOUTH OF A FENCE LINE, 1 FOOT NORTHWEST OF
 GF0444'A METAL WITNESS POST, AND SET IN THE TOP OF AN 8-INCH SQUARE
 GF0444'CONCRETE POST PROJECTING 2 INCHES.
 GF0444
 GF0444                          STATION RECOVERY (1987)
 GF0444
 GF0444'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0392 ***********************************************************************
 GF0392  DESIGNATION -  Q 159
 GF0392  PID         -  GF0392
 GF0392  STATE/COUNTY-  AR/BOONE
 GF0392  USGS QUAD   -  OSAGE NE (1968)
 GF0392
 GF0392                         *CURRENT SURVEY CONTROL
 GF0392  ___________________________________________________________________
 GF0392* NAD 83(1986)-  36 07 38.     (N)    093 16 26.     (W)     SCALED    
 GF0392* NAVD 88     -       647.642  (meters)    2124.81   (feet)  ADJUSTED  
 GF0392  ___________________________________________________________________
 GF0392  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GF0392  DYNAMIC HT  -         647.026 (meters)    2122.78  (feet)  COMP
 GF0392  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 GF0392
 GF0392  VERT ORDER  -  SECOND    CLASS 0
 GF0392
 GF0392.The horizontal coordinates were scaled from a topographic map and have
 GF0392.an estimated accuracy of +/- 6 seconds.
 GF0392
 GF0392.The orthometric height was determined by differential leveling
 GF0392.and adjusted by the National Geodetic Survey in June 1991..
 GF0392
 GF0392.The geoid height was determined by GEOID03.
 GF0392
 GF0392.The dynamic height is computed by dividing the NAVD 88
 GF0392.geopotential number by the normal gravity value computed on the
 GF0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0392.degrees latitude (g = 980.6199 gals.).
 GF0392
 GF0392.The modeled gravity was interpolated from observed gravity values.
 GF0392
 GF0392;                    North         East    Units  Estimated Accuracy
 GF0392;SPC AR N     -   199,760.      285,330.      MT  (+/- 180 meters Scaled)
 GF0392
 GF0392                          SUPERSEDED SURVEY CONTROL
 GF0392
 GF0392  NGVD 29 (??/??/92)  647.506  (m)         2124.36   (f) ADJ UNCH    2 0
 GF0392
 GF0392.Superseded values are not recommended for survey control.
 GF0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0392.See file dsdata.txt to determine how the superseded data were derived.
 GF0392
 GF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV753980(NAD 83)
 GF0392_MARKER: DB = BENCH MARK DISK
 GF0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0392_STAMPING: Q 159 1935
 GF0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0392+STABILITY: SURFACE MOTION
 GF0392
 GF0392  HISTORY     - Date     Condition        Report By
 GF0392  HISTORY     - 1935     MONUMENTED       CGS
 GF0392  HISTORY     - 1959     GOOD             NGS
 GF0392
 GF0392                          STATION DESCRIPTION
 GF0392
 GF0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GF0392'14.5 MI SW FROM HARRISON.
 GF0392'LOCATED 1.05 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE SOUTHWEST
 GF0392'CORNER OF THE COURTHOUSE SQUARE AT HARRISON, THENCE 5.25 MILES
 GF0392'SOUTHWEST ALONG STATE HIGHWAY 43 TO A FORK, THE RIGHT FORK
 GF0392'AND GO SOUTHWEST ON STATE HIGHWAY 43 FOR 8.15 MILES TO THE MARK
 GF0392'ON THE LEFT ON THE WEST SLOPE OF THE HILL.  IT IS ABOUT 100 YARDS
 GF0392'SOUTHEAST OF A SMALL POND ON THE NORTH SIDE OF THE HILL IN AN
 GF0392'OLD ABANDONED FARM LOT, 42 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 GF0392'OF THE HIGHWAY, 157 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 156
 GF0392'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF SEC. 13, T 17 N.,
 GF0392'R 22 W. 77 PACES WEST OF THE CENTER OF THE JUNCTION OF A FARM
 GF0392'ROAD LEADING NORTHWEST TO THE OLD FARM LOT AND THE HIGHWAY,
 GF0392'AND 1 FOOT SOUTH OF A METAL WITNESS POST BEARING A WHITE SIGN.
 GF0392'IT IS A STANDARD DISK, STAMPED Q 159 1935, SET IN THE TOP OF
 GF0392'A 6-INCH SQUARE PRECAST CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0921 ***********************************************************************
 FF0921  DESIGNATION -  Q 16
 FF0921  PID         -  FF0921
 FF0921  STATE/COUNTY-  AR/JACKSON
 FF0921  USGS QUAD   -  AUVERGNE (1981)
 FF0921
 FF0921                         *CURRENT SURVEY CONTROL
 FF0921  ___________________________________________________________________
 FF0921* NAD 83(1986)-  35 36 28.     (N)    091 12 40.     (W)     SCALED    
 FF0921* NAVD 88     -        68.579  (meters)     225.00   (feet)  ADJUSTED  
 FF0921  ___________________________________________________________________
 FF0921  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF0921  DYNAMIC HT  -          68.520 (meters)     224.80  (feet)  COMP
 FF0921  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 FF0921
 FF0921  VERT ORDER  -  SECOND    CLASS 0
 FF0921
 FF0921.The horizontal coordinates were scaled from a topographic map and have
 FF0921.an estimated accuracy of +/- 6 seconds.
 FF0921
 FF0921.The orthometric height was determined by differential leveling
 FF0921.and adjusted by the National Geodetic Survey in June 1991..
 FF0921
 FF0921.The geoid height was determined by GEOID03.
 FF0921
 FF0921.The dynamic height is computed by dividing the NAVD 88
 FF0921.geopotential number by the normal gravity value computed on the
 FF0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0921.degrees latitude (g = 980.6199 gals.).
 FF0921
 FF0921.The modeled gravity was interpolated from observed gravity values.
 FF0921
 FF0921;                    North         East    Units  Estimated Accuracy
 FF0921;SPC AR N     -   141,680.      471,470.      MT  (+/- 180 meters Scaled)
 FF0921
 FF0921                          SUPERSEDED SURVEY CONTROL
 FF0921
 FF0921  NGVD 29 (??/??/??)   68.516  (m)          224.79   (f) ADJUSTED    2 0
 FF0921
 FF0921.Superseded values are not recommended for survey control.
 FF0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0921.See file dsdata.txt to determine how the superseded data were derived.
 FF0921
 FF0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV620419(NAD 83)
 FF0921_MARKER: DB = BENCH MARK DISK
 FF0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0921_STAMPING: 224.790 Q 16 1932
 FF0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0921+STABILITY: SURFACE MOTION
 FF0921
 FF0921  HISTORY     - Date     Condition        Report By
 FF0921  HISTORY     - 1932     MONUMENTED       CGS
 FF0921  HISTORY     - 1934     GOOD             CGS
 FF0921  HISTORY     - 20020920 MARK NOT FOUND   USACE
 FF0921
 FF0921                          STATION DESCRIPTION
 FF0921
 FF0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FF0921'4 MI E FROM NEWPORT.
 FF0921'ABOUT 4 MILES EAST ALONG STATE HIGHWAY 14 FROM NEWPORT, JACKSON
 FF0921'COUNTY, AT THE EAST END OF A 1/2-MILE FILL ON THE HIGHWAY, AT
 FF0921'THE SOUTHEAST CORNER OF A T-ROAD INTERSECTION, 35 FEET SOUTH OF
 FF0921'THE CENTERLINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTERLINE OF
 FF0921'THE COUNTY ROAD, AND IN THE NORTHEAST CORNER OF A FIELD OWNED
 FF0921'IN 1932 BY PETE HOLDEN.  A STANDARD DISK, STAMPED 224.790 Q 16
 FF0921'1932 AND SET IN THE TOP OF A CONCRETE POST.
 FF0921
 FF0921                          STATION RECOVERY (1934)
 FF0921
 FF0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0921'RECOVERED IN GOOD CONDITION.
 FF0921
 FF0921                          STATION RECOVERY (2002)
 FF0921
 FF0921'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1290 ***********************************************************************
 EJ1290  DESIGNATION -  Q 161
 EJ1290  PID         -  EJ1290
 EJ1290  STATE/COUNTY-  AR/GARLAND
 EJ1290  USGS QUAD   -  MOUNTAIN PINE (1975)
 EJ1290
 EJ1290                         *CURRENT SURVEY CONTROL
 EJ1290  ___________________________________________________________________
 EJ1290* NAD 83(1986)-  34 30 45.     (N)    093 07 33.     (W)     SCALED    
 EJ1290* NAVD 88     -       134.789  (meters)     442.22   (feet)  ADJUSTED  
 EJ1290  ___________________________________________________________________
 EJ1290  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EJ1290  DYNAMIC HT  -         134.655 (meters)     441.78  (feet)  COMP
 EJ1290  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 EJ1290
 EJ1290  VERT ORDER  -  SECOND    CLASS 0
 EJ1290
 EJ1290.The horizontal coordinates were scaled from a topographic map and have
 EJ1290.an estimated accuracy of +/- 6 seconds.
 EJ1290
 EJ1290.The orthometric height was determined by differential leveling
 EJ1290.and adjusted by the National Geodetic Survey in June 1991..
 EJ1290
 EJ1290.The geoid height was determined by GEOID03.
 EJ1290
 EJ1290.The dynamic height is computed by dividing the NAVD 88
 EJ1290.geopotential number by the normal gravity value computed on the
 EJ1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1290.degrees latitude (g = 980.6199 gals.).
 EJ1290
 EJ1290.The modeled gravity was interpolated from observed gravity values.
 EJ1290
 EJ1290;                    North         East    Units  Estimated Accuracy
 EJ1290;SPC AR S     -   605,300.      296,630.      MT  (+/- 180 meters Scaled)
 EJ1290
 EJ1290                          SUPERSEDED SURVEY CONTROL
 EJ1290
 EJ1290  NGVD 29 (??/??/92)  134.778  (m)          442.18   (f) ADJ UNCH    2 0
 EJ1290
 EJ1290.Superseded values are not recommended for survey control.
 EJ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1290.See file dsdata.txt to determine how the superseded data were derived.
 EJ1290
 EJ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU884189(NAD 83)
 EJ1290_MARKER: DB = BENCH MARK DISK
 EJ1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1290_STAMPING: Q 161 1935
 EJ1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1290+STABILITY: SURFACE MOTION
 EJ1290
 EJ1290  HISTORY     - Date     Condition        Report By
 EJ1290  HISTORY     - 1935     MONUMENTED       CGS
 EJ1290  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ1290  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1290
 EJ1290                          STATION DESCRIPTION
 EJ1290
 EJ1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1290'4.8 MI W FROM HOT SPRINGS.
 EJ1290'4.8 MILES WEST ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE AT HOT
 EJ1290'SPRINGS, GARLAND COUNTY, THENCE 0.6 MILE NORTHWEST ALONG THE CEDAR
 EJ1290'GLADES-HOT SPRINGS ROAD.  1.6 MILES SOUTHEAST OF A RAILROAD CROSSING,
 EJ1290'200 FEET SOUTH OF A STUCCO FARMHOUSE, 150 FEET NORTH OF A METAL-PIPE
 EJ1290'CULVERT, 125 FEET SOUTHWEST OF A SOUTHWEST FENCE CORNER, AND 36.7 FEET
 EJ1290'WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED Q 161
 EJ1290'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD HAS BEEN
 EJ1290'REBUILT.
 EJ1290
 EJ1290                          STATION RECOVERY (1998)
 EJ1290
 EJ1290'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1493 ***********************************************************************
 EJ1493  DESIGNATION -  Q 163
 EJ1493  PID         -  EJ1493
 EJ1493  STATE/COUNTY-  AR/MONTGOMERY
 EJ1493  USGS QUAD   -  REED MOUNTAIN (1986)
 EJ1493
 EJ1493                         *CURRENT SURVEY CONTROL
 EJ1493  ___________________________________________________________________
 EJ1493* NAD 83(1986)-  34 31 55.     (N)    093 32 21.     (W)     SCALED    
 EJ1493* NAVD 88     -       186.660  (meters)     612.40   (feet)  ADJUSTED  
 EJ1493  ___________________________________________________________________
 EJ1493  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 EJ1493  DYNAMIC HT  -         186.473 (meters)     611.79  (feet)  COMP
 EJ1493  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 EJ1493
 EJ1493  VERT ORDER  -  SECOND    CLASS 0
 EJ1493
 EJ1493.The horizontal coordinates were scaled from a topographic map and have
 EJ1493.an estimated accuracy of +/- 6 seconds.
 EJ1493
 EJ1493.The orthometric height was determined by differential leveling
 EJ1493.and adjusted by the National Geodetic Survey in June 1991..
 EJ1493
 EJ1493.The geoid height was determined by GEOID03.
 EJ1493
 EJ1493.The dynamic height is computed by dividing the NAVD 88
 EJ1493.geopotential number by the normal gravity value computed on the
 EJ1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1493.degrees latitude (g = 980.6199 gals.).
 EJ1493
 EJ1493.The modeled gravity was interpolated from observed gravity values.
 EJ1493
 EJ1493;                    North         East    Units  Estimated Accuracy
 EJ1493;SPC AR S     -   607,950.      258,710.      MT  (+/- 180 meters Scaled)
 EJ1493
 EJ1493                          SUPERSEDED SURVEY CONTROL
 EJ1493
 EJ1493  NGVD 29 (??/??/92)  186.613  (m)          612.25   (f) ADJ UNCH    2 0
 EJ1493
 EJ1493.Superseded values are not recommended for survey control.
 EJ1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1493.See file dsdata.txt to determine how the superseded data were derived.
 EJ1493
 EJ1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU505212(NAD 83)
 EJ1493_MARKER: DB = BENCH MARK DISK
 EJ1493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1493_SP_SET: BRIDGE
 EJ1493_STAMPING: Q 163 1935
 EJ1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1493
 EJ1493  HISTORY     - Date     Condition        Report By
 EJ1493  HISTORY     - 1935     MONUMENTED       CGS
 EJ1493  HISTORY     - 1961     GOOD             NGS
 EJ1493  HISTORY     - 20030501 MARK NOT FOUND   ARHD
 EJ1493
 EJ1493                          STATION DESCRIPTION
 EJ1493
 EJ1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1493'6.1 MI E FROM MOUNT IDA.
 EJ1493'6.1 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE AT MOUNT
 EJ1493'IDA, MONTGOMERY COUNTY, AT A CONCRETE BRIDGE OVER SHADY CREEK, IN THE
 EJ1493'TOP OF THE SOUTHEAST WING WALL, 12 FEET SOUTH OF THE CENTER LINE OF
 EJ1493'THE HIGHWAY, AND 0.3 FOOT SOUTHEAST OF THE SOUTHEAST END OF THE HEAD
 EJ1493'WALL.  A STANDARD DISK, STAMPED Q 163 1935.
 EJ1493
 EJ1493                          STATION RECOVERY (2003)
 EJ1493
 EJ1493'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1493'Q 163   NOT FOUND
 EJ1493' Q 163 RESET 1987 WAS LOCATED AT BRIDGE SITE
 EJ1493'   DISK ON SE WW BR. HWY 270 SEC 4 LM 5.99
 EJ1493'   LAT 34 31'55.0766 LON 93 32'20.7357
 EJ1493'   ZC = 617.479 3 WIRE ELEVATION LOOPS FROM R 163 TO U 163
 EJ1493' 188.2080 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1376 ***********************************************************************
 FF1376  DESIGNATION -  Q 164
 FF1376  PID         -  FF1376
 FF1376  STATE/COUNTY-  AR/WHITE
 FF1376  USGS QUAD   -  KENSETT (1994)
 FF1376
 FF1376                         *CURRENT SURVEY CONTROL
 FF1376  ___________________________________________________________________
 FF1376* NAD 83(1986)-  35 10 23.     (N)    091 41 31.     (W)     SCALED    
 FF1376* NAVD 88     -        65.908  (meters)     216.23   (feet)  ADJUSTED  
 FF1376  ___________________________________________________________________
 FF1376  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1376  DYNAMIC HT  -          65.848 (meters)     216.04  (feet)  COMP
 FF1376  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF1376
 FF1376  VERT ORDER  -  FIRST     CLASS II
 FF1376
 FF1376.The horizontal coordinates were scaled from a topographic map and have
 FF1376.an estimated accuracy of +/- 6 seconds.
 FF1376
 FF1376.The orthometric height was determined by differential leveling
 FF1376.and adjusted by the National Geodetic Survey in June 1991..
 FF1376
 FF1376.The geoid height was determined by GEOID03.
 FF1376
 FF1376.The dynamic height is computed by dividing the NAVD 88
 FF1376.geopotential number by the normal gravity value computed on the
 FF1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1376.degrees latitude (g = 980.6199 gals.).
 FF1376
 FF1376.The modeled gravity was interpolated from observed gravity values.
 FF1376
 FF1376;                    North         East    Units  Estimated Accuracy
 FF1376;SPC AR N     -    93,200.      428,060.      MT  (+/- 180 meters Scaled)
 FF1376
 FF1376                          SUPERSEDED SURVEY CONTROL
 FF1376
 FF1376  NGVD 29 (??/??/??)   65.876  (m)          216.13   (f) ADJUSTED    1 2
 FF1376
 FF1376.Superseded values are not recommended for survey control.
 FF1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1376.See file dsdata.txt to determine how the superseded data were derived.
 FF1376
 FF1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU191930(NAD 83)
 FF1376_MARKER: DB = BENCH MARK DISK
 FF1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1376_STAMPING: Q 164 1955
 FF1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1376+STABILITY: SURFACE MOTION
 FF1376
 FF1376  HISTORY     - Date     Condition        Report By
 FF1376  HISTORY     - 1955     MONUMENTED       CGS
 FF1376  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1376
 FF1376                          STATION DESCRIPTION
 FF1376
 FF1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1376'2.1 MI SE FROM HIGGINSON.
 FF1376'2.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1376'RAILROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT HIGGINSON,
 FF1376'AT A DIRT ROAD CROSSING, 41 FEET NORTHEAST OF THE NORTHEAST
 FF1376'RAIL, 29 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 7.4 FEET
 FF1376'SOUTHWEST OF A 6 INCH CHERRY TREE, 7 FEET SOUTHWEST OF A FENCE
 FF1376'CORNER, 2.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 FF1376'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FF1376
 FF1376                          STATION RECOVERY (2003)
 FF1376
 FF1376'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1620 ***********************************************************************
 FF1620  DESIGNATION -  Q 165
 FF1620  PID         -  FF1620
 FF1620  STATE/COUNTY-  AR/INDEPENDENCE
 FF1620  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1620
 FF1620                         *CURRENT SURVEY CONTROL
 FF1620  ___________________________________________________________________
 FF1620* NAD 83(1986)-  35 51 43.     (N)    091 33 17.     (W)     SCALED    
 FF1620* NAVD 88     -       184.393  (meters)     604.96   (feet)  ADJUSTED  
 FF1620  ___________________________________________________________________
 FF1620  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FF1620  DYNAMIC HT  -         184.233 (meters)     604.44  (feet)  COMP
 FF1620  MODELED GRAV-     979,759.2   (mgal)                       NAVD 88
 FF1620
 FF1620  VERT ORDER  -  SECOND    CLASS 0
 FF1620
 FF1620.The horizontal coordinates were scaled from a topographic map and have
 FF1620.an estimated accuracy of +/- 6 seconds.
 FF1620
 FF1620.The orthometric height was determined by differential leveling
 FF1620.and adjusted by the National Geodetic Survey in June 1991..
 FF1620
 FF1620.The geoid height was determined by GEOID03.
 FF1620
 FF1620.The dynamic height is computed by dividing the NAVD 88
 FF1620.geopotential number by the normal gravity value computed on the
 FF1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1620.degrees latitude (g = 980.6199 gals.).
 FF1620
 FF1620.The modeled gravity was interpolated from observed gravity values.
 FF1620
 FF1620;                    North         East    Units  Estimated Accuracy
 FF1620;SPC AR N     -   169,680.      440,220.      MT  (+/- 180 meters Scaled)
 FF1620
 FF1620                          SUPERSEDED SURVEY CONTROL
 FF1620
 FF1620  NGVD 29 (??/??/??)  184.317  (m)          604.71   (f) ADJUSTED    2 0
 FF1620
 FF1620.Superseded values are not recommended for survey control.
 FF1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1620.See file dsdata.txt to determine how the superseded data were derived.
 FF1620
 FF1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV304696(NAD 83)
 FF1620_MARKER: DB = BENCH MARK DISK
 FF1620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1620_SP_SET: CULVERT
 FF1620_STAMPING: Q 165 1955
 FF1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1620
 FF1620  HISTORY     - Date     Condition        Report By
 FF1620  HISTORY     - 1955     MONUMENTED       CGS
 FF1620
 FF1620                          STATION DESCRIPTION
 FF1620
 FF1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1620'9.2 MI NE FROM BATESVILLE.
 FF1620'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1620'AT BATESVILLE, THENCE 8.4 MILES NORTHEAST ALONG STATE HIGHWAY 11,
 FF1620'0.1 MILE SOUTHWEST OF A CURVE IN THE HIGHWAY, 0.1 MILE EAST OF A
 FF1620'STONE HOUSE, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FF1620'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF
 FF1620'A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0623 ***********************************************************************
 GE0623  DESIGNATION -  Q 166
 GE0623  PID         -  GE0623
 GE0623  STATE/COUNTY-  AR/SHARP
 GE0623  USGS QUAD   -  ASH FLAT (1980)
 GE0623
 GE0623                         *CURRENT SURVEY CONTROL
 GE0623  ___________________________________________________________________
 GE0623* NAD 83(1986)-  36 12 04.     (N)    091 37 01.     (W)     SCALED    
 GE0623* NAVD 88     -       208.726  (meters)     684.80   (feet)  ADJUSTED  
 GE0623  ___________________________________________________________________
 GE0623  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GE0623  DYNAMIC HT  -         208.550 (meters)     684.22  (feet)  COMP
 GE0623  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GE0623
 GE0623  VERT ORDER  -  SECOND    CLASS 0
 GE0623
 GE0623.The horizontal coordinates were scaled from a topographic map and have
 GE0623.an estimated accuracy of +/- 6 seconds.
 GE0623
 GE0623.The orthometric height was determined by differential leveling
 GE0623.and adjusted by the National Geodetic Survey in June 1991..
 GE0623
 GE0623.The geoid height was determined by GEOID03.
 GE0623
 GE0623.The dynamic height is computed by dividing the NAVD 88
 GE0623.geopotential number by the normal gravity value computed on the
 GE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0623.degrees latitude (g = 980.6199 gals.).
 GE0623
 GE0623.The modeled gravity was interpolated from observed gravity values.
 GE0623
 GE0623;                    North         East    Units  Estimated Accuracy
 GE0623;SPC AR N     -   207,290.      434,450.      MT  (+/- 180 meters Scaled)
 GE0623
 GE0623                          SUPERSEDED SURVEY CONTROL
 GE0623
 GE0623  NGVD 29 (??/??/92)  208.624  (m)          684.46   (f) ADJ UNCH    2 0
 GE0623
 GE0623.Superseded values are not recommended for survey control.
 GE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0623.See file dsdata.txt to determine how the superseded data were derived.
 GE0623
 GE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA243071(NAD 83)
 GE0623_MARKER: DB = BENCH MARK DISK
 GE0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0623_SP_SET: CULVERT
 GE0623_STAMPING: Q 166 1955
 GE0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0623
 GE0623  HISTORY     - Date     Condition        Report By
 GE0623  HISTORY     - 1955     MONUMENTED       CGS
 GE0623
 GE0623                          STATION DESCRIPTION
 GE0623
 GE0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0623'2.2 MI S FROM ASH FLAT.
 GE0623'2.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL AT
 GE0623'ASH FLAT, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GE0623'SET IN THE TOP OF THE CENTER OF THE SOUTHEAST HEADWALL OF A
 GE0623'CONCRETE CULVERT, 16 FEET NORTH OF A POWER LINE WHICH CROSSES
 GE0623'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0617 ***********************************************************************
 GE0617  DESIGNATION -  Q 167
 GE0617  PID         -  GE0617
 GE0617  STATE/COUNTY-  AR/SHARP
 GE0617  USGS QUAD   -  ASH FLAT (1980)
 GE0617
 GE0617                         *CURRENT SURVEY CONTROL
 GE0617  ___________________________________________________________________
 GE0617* NAD 83(1986)-  36 14 34.     (N)    091 35 34.     (W)     SCALED    
 GE0617* NAVD 88     -       173.720  (meters)     569.95   (feet)  ADJUSTED  
 GE0617  ___________________________________________________________________
 GE0617  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GE0617  DYNAMIC HT  -         173.573 (meters)     569.46  (feet)  COMP
 GE0617  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 GE0617
 GE0617  VERT ORDER  -  SECOND    CLASS 0
 GE0617
 GE0617.The horizontal coordinates were scaled from a topographic map and have
 GE0617.an estimated accuracy of +/- 6 seconds.
 GE0617
 GE0617.The orthometric height was determined by differential leveling
 GE0617.and adjusted by the National Geodetic Survey in June 1991..
 GE0617
 GE0617.The geoid height was determined by GEOID03.
 GE0617
 GE0617.The dynamic height is computed by dividing the NAVD 88
 GE0617.geopotential number by the normal gravity value computed on the
 GE0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0617.degrees latitude (g = 980.6199 gals.).
 GE0617
 GE0617.The modeled gravity was interpolated from observed gravity values.
 GE0617
 GE0617;                    North         East    Units  Estimated Accuracy
 GE0617;SPC AR N     -   211,920.      436,600.      MT  (+/- 180 meters Scaled)
 GE0617
 GE0617                          SUPERSEDED SURVEY CONTROL
 GE0617
 GE0617  NGVD 29 (??/??/92)  173.614  (m)          569.60   (f) ADJ UNCH    2 0
 GE0617
 GE0617.Superseded values are not recommended for survey control.
 GE0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0617.See file dsdata.txt to determine how the superseded data were derived.
 GE0617
 GE0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA264117(NAD 83)
 GE0617_MARKER: DB = BENCH MARK DISK
 GE0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0617_SP_SET: BRIDGE
 GE0617_STAMPING: Q 167 1955
 GE0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0617
 GE0617  HISTORY     - Date     Condition        Report By
 GE0617  HISTORY     - 1955     MONUMENTED       CGS
 GE0617
 GE0617                          STATION DESCRIPTION
 GE0617
 GE0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0617'1.6 MI NE FROM ASH FLAT.
 GE0617'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL AT
 GE0617'ASH FLAT, THENCE 0.7 MILE NORTHEAST ALONG NEW U.S. HIGHWAY 62,
 GE0617'14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 GE0617'OF THE NORTH END OF THE WEST CURB OF A CONCRETE BRIDGE OVER
 GE0617'HACKNEY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1195 ***********************************************************************
 EH1195  DESIGNATION -  Q 168
 EH1195  PID         -  EH1195
 EH1195  STATE/COUNTY-  AR/MONROE
 EH1195  USGS QUAD   -  ROE (1968)
 EH1195
 EH1195                         *CURRENT SURVEY CONTROL
 EH1195  ___________________________________________________________________
 EH1195* NAD 83(1986)-  34 38 15.     (N)    091 23 05.     (W)     SCALED    
 EH1195* NAVD 88     -        61.656  (meters)     202.28   (feet)  ADJUSTED  
 EH1195  ___________________________________________________________________
 EH1195  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH1195  DYNAMIC HT  -          61.597 (meters)     202.09  (feet)  COMP
 EH1195  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 EH1195
 EH1195  VERT ORDER  -  FIRST     CLASS II
 EH1195
 EH1195.The horizontal coordinates were scaled from a topographic map and have
 EH1195.an estimated accuracy of +/- 6 seconds.
 EH1195
 EH1195.The orthometric height was determined by differential leveling
 EH1195.and adjusted by the National Geodetic Survey in June 1991..
 EH1195
 EH1195.The geoid height was determined by GEOID03.
 EH1195
 EH1195.The dynamic height is computed by dividing the NAVD 88
 EH1195.geopotential number by the normal gravity value computed on the
 EH1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1195.degrees latitude (g = 980.6199 gals.).
 EH1195
 EH1195.The modeled gravity was interpolated from observed gravity values.
 EH1195
 EH1195;                    North         East    Units  Estimated Accuracy
 EH1195;SPC AR S     -   618,760.      456,410.      MT  (+/- 180 meters Scaled)
 EH1195
 EH1195                          SUPERSEDED SURVEY CONTROL
 EH1195
 EH1195  NGVD 29 (??/??/??)   61.680  (m)          202.36   (f) ADJUSTED    1 2
 EH1195
 EH1195.Superseded values are not recommended for survey control.
 EH1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1195.See file dsdata.txt to determine how the superseded data were derived.
 EH1195
 EH1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU480340(NAD 83)
 EH1195_MARKER: DB = BENCH MARK DISK
 EH1195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1195_STAMPING: Q 168 1955
 EH1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1195+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1195
 EH1195  HISTORY     - Date     Condition        Report By
 EH1195  HISTORY     - 1955     MONUMENTED       CGS
 EH1195  HISTORY     - 20030422 GOOD             USACE
 EH1195
 EH1195                          STATION DESCRIPTION
 EH1195
 EH1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1195'0.5 MI NE FROM ROE.
 EH1195'ABOUT 0.5 MILE NORTHEAST AND NORTH ALONG U.S. HIGHWAY 79 FROM THE MAIN
 EH1195'CROSSROAD AT ROE, IN THE TOP OF THE SOUTH END OF WEST HEAD WALL OF A
 EH1195'6-FOOT CONCRETE CULVERT UNDER HIGHWAY, 22 FEET WEST OF CENTER LINE OF
 EH1195'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 EH1195
 EH1195                          STATION RECOVERY (2003)
 EH1195
 EH1195'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0951 ***********************************************************************
 EH0951  DESIGNATION -  Q 169
 EH0951  PID         -  EH0951
 EH0951  STATE/COUNTY-  AR/ST FRANCIS
 EH0951  USGS QUAD   -  PALESTINE (1984)
 EH0951
 EH0951                         *CURRENT SURVEY CONTROL
 EH0951  ___________________________________________________________________
 EH0951* NAD 83(1986)-  34 57 56.     (N)    090 55 44.     (W)     SCALED    
 EH0951* NAVD 88     -        62.749  (meters)     205.87   (feet)  ADJUSTED  
 EH0951  ___________________________________________________________________
 EH0951  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0951  DYNAMIC HT  -          62.692 (meters)     205.68  (feet)  COMP
 EH0951  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 EH0951
 EH0951  VERT ORDER  -  FIRST     CLASS II
 EH0951
 EH0951.The horizontal coordinates were scaled from a topographic map and have
 EH0951.an estimated accuracy of +/- 6 seconds.
 EH0951
 EH0951.The orthometric height was determined by differential leveling
 EH0951.and adjusted by the National Geodetic Survey in June 1991..
 EH0951
 EH0951.The geoid height was determined by GEOID03.
 EH0951
 EH0951.The dynamic height is computed by dividing the NAVD 88
 EH0951.geopotential number by the normal gravity value computed on the
 EH0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0951.degrees latitude (g = 980.6199 gals.).
 EH0951
 EH0951.The modeled gravity was interpolated from observed gravity values.
 EH0951
 EH0951;                    North         East    Units  Estimated Accuracy
 EH0951;SPC AR N     -    70,670.      497,820.      MT  (+/- 180 meters Scaled)
 EH0951
 EH0951                          SUPERSEDED SURVEY CONTROL
 EH0951
 EH0951  NGVD 29 (??/??/??)   62.745  (m)          205.86   (f) ADJUSTED    1 2
 EH0951
 EH0951.Superseded values are not recommended for survey control.
 EH0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0951.See file dsdata.txt to determine how the superseded data were derived.
 EH0951
 EH0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU890711(NAD 83)
 EH0951_MARKER: DB = BENCH MARK DISK
 EH0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0951_SP_SET: CULVERT
 EH0951_STAMPING: Q 169 1955
 EH0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0951+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0951
 EH0951  HISTORY     - Date     Condition        Report By
 EH0951  HISTORY     - 1955     MONUMENTED       CGS
 EH0951  HISTORY     - 20030331 GOOD             USACE
 EH0951
 EH0951                          STATION DESCRIPTION
 EH0951
 EH0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0951'1.65 MI SW FROM PALESTINE.
 EH0951'ABOUT 1.65 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0951'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0951'0.4 MILE SOUTHWEST OF MILE POLE 53, ABOUT 30 YARDS SOUTHEAST OF TRACK
 EH0951'AND TRESTLE NO. 534, 23 FEET NORTHWEST OF CENTER LINE OF U.S. HIGHWAY
 EH0951'70, IN THE TOP OF SOUTHWEST END OF NORTHWEST HEAD WALL OF A 30-FOOT
 EH0951'CONCRETE CULVERT WITH PARTITIONS UNDER HIGHWAY OVER COFFEE CREEK, AND
 EH0951'ABOUT 6 FEET BELOW LEVEL OF TRACK AND LEVEL WITH HIGHWAY.
 EH0951
 EH0951                          STATION RECOVERY (2003)
 EH0951
 EH0951'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0552 ***********************************************************************
 GE0552  DESIGNATION -  Q 17
 GE0552  PID         -  GE0552
 GE0552  STATE/COUNTY-  AR/IZARD
 GE0552  USGS QUAD   -  MELBOURNE (1984)
 GE0552
 GE0552                         *CURRENT SURVEY CONTROL
 GE0552  ___________________________________________________________________
 GE0552* NAD 83(1986)-  36 00 06.     (N)    091 59 21.     (W)     SCALED    
 GE0552* NAVD 88     -       231.321  (meters)     758.93   (feet)  ADJUSTED  
 GE0552  ___________________________________________________________________
 GE0552  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GE0552  DYNAMIC HT  -         231.121 (meters)     758.27  (feet)  COMP
 GE0552  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 GE0552
 GE0552  VERT ORDER  -  SECOND    CLASS 0
 GE0552
 GE0552.The horizontal coordinates were scaled from a topographic map and have
 GE0552.an estimated accuracy of +/- 6 seconds.
 GE0552
 GE0552.The orthometric height was determined by differential leveling
 GE0552.and adjusted by the National Geodetic Survey in June 1991..
 GE0552
 GE0552.The geoid height was determined by GEOID03.
 GE0552
 GE0552.The dynamic height is computed by dividing the NAVD 88
 GE0552.geopotential number by the normal gravity value computed on the
 GE0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0552.degrees latitude (g = 980.6199 gals.).
 GE0552
 GE0552.The modeled gravity was interpolated from observed gravity values.
 GE0552
 GE0552;                    North         East    Units  Estimated Accuracy
 GE0552;SPC AR N     -   185,090.      400,980.      MT  (+/- 180 meters Scaled)
 GE0552
 GE0552                          SUPERSEDED SURVEY CONTROL
 GE0552
 GE0552  NGVD 29 (??/??/92)  231.216  (m)          758.58   (f) ADJ UNCH    2 0
 GE0552
 GE0552.Superseded values are not recommended for survey control.
 GE0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0552.See file dsdata.txt to determine how the superseded data were derived.
 GE0552
 GE0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV911846(NAD 83)
 GE0552_MARKER: DB = BENCH MARK DISK
 GE0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0552_STAMPING: 758.581 Q 17 1932
 GE0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0552+STABILITY: SURFACE MOTION
 GE0552
 GE0552  HISTORY     - Date     Condition        Report By
 GE0552  HISTORY     - 1932     MONUMENTED       CGS
 GE0552  HISTORY     - 1935     GOOD             NGS
 GE0552  HISTORY     - 1979     MARK NOT FOUND   USGS
 GE0552
 GE0552                          STATION DESCRIPTION
 GE0552
 GE0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0552'7.8 MI SW FROM MELBOURNE.
 GE0552'ABOUT 7-3/4 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM MELBOURNE,
 GE0552'IZARD COUNTY, AT THE POINT WHERE THE HIGHWAY MAKES A LOOP TO
 GE0552'THE EAST, ABOUT 50 YARDS SOUTH OF THE HOUSE ON THE GEORGE SMITH
 GE0552'FARM, ABOUT 208 FEET WEST OF THE WEST HEAD WALL OF A 5- BY 5-FOOT
 GE0552'CONCRETE CULVERT ON THE EAST SIDE OF THE LOOP, 52 FEET NORTH
 GE0552'OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT SOUTHWEST OF A
 GE0552'POINT 9 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A GARDEN.
 GE0552'A STANDARD DISK, STAMPED 758.581 Q 17 1932 AND SET IN THE TOP OF
 GE0552'A CONCRETE POST.
 GE0552
 GE0552                          STATION RECOVERY (1935)
 GE0552
 GE0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0552'RECOVERED IN GOOD CONDITION.
 GE0552
 GE0552                          STATION RECOVERY (1979)
 GE0552
 GE0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GE0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1239 ***********************************************************************
 EH1239  DESIGNATION -  Q 170
 EH1239  PID         -  EH1239
 EH1239  STATE/COUNTY-  AR/MONROE
 EH1239  USGS QUAD   -  KEEVIL (1971)
 EH1239
 EH1239                         *CURRENT SURVEY CONTROL
 EH1239  ___________________________________________________________________
 EH1239* NAD 83(1986)-  34 50 45.     (N)    091 14 08.     (W)     SCALED    
 EH1239* NAVD 88     -        57.053  (meters)     187.18   (feet)  ADJUSTED  
 EH1239  ___________________________________________________________________
 EH1239  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1239  DYNAMIC HT  -          57.000 (meters)     187.01  (feet)  COMP
 EH1239  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 EH1239
 EH1239  VERT ORDER  -  FIRST     CLASS II
 EH1239
 EH1239.The horizontal coordinates were scaled from a topographic map and have
 EH1239.an estimated accuracy of +/- 6 seconds.
 EH1239
 EH1239.The orthometric height was determined by differential leveling
 EH1239.and adjusted by the National Geodetic Survey in June 1991..
 EH1239
 EH1239.The geoid height was determined by GEOID03.
 EH1239
 EH1239.The dynamic height is computed by dividing the NAVD 88
 EH1239.geopotential number by the normal gravity value computed on the
 EH1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1239.degrees latitude (g = 980.6199 gals.).
 EH1239
 EH1239.The modeled gravity was interpolated from observed gravity values.
 EH1239
 EH1239;                    North         East    Units  Estimated Accuracy
 EH1239;SPC AR S     -   641,970.      469,920.      MT  (+/- 180 meters Scaled)
 EH1239
 EH1239                          SUPERSEDED SURVEY CONTROL
 EH1239
 EH1239  NGVD 29 (??/??/??)   57.058  (m)          187.20   (f) ADJUSTED    1 2
 EH1239
 EH1239.Superseded values are not recommended for survey control.
 EH1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1239.See file dsdata.txt to determine how the superseded data were derived.
 EH1239
 EH1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU613573(NAD 83)
 EH1239_MARKER: DB = BENCH MARK DISK
 EH1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1239_SP_SET: CULVERT
 EH1239_STAMPING: Q 170 1955
 EH1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1239+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 EH1239
 EH1239  HISTORY     - Date     Condition        Report By
 EH1239  HISTORY     - 1955     MONUMENTED       CGS
 EH1239  HISTORY     - 20030424 GOOD             USACE
 EH1239
 EH1239                          STATION DESCRIPTION
 EH1239
 EH1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1239'3.9 MI SW FROM BRINKLEY.
 EH1239'ABOUT 3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION
 EH1239'OF MAIN AND CYPRESS STREETS AT BRINKLEY, ABOUT 0.5 MILE NORTHEAST OF
 EH1239'JUNCTION OF STATE HIGHWAY 17 LEADING SOUTH, IN THE TOP OF THE
 EH1239'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 3-FOOT CONCRETE CULVERT
 EH1239'UNDER HIGHWAY, ABOUT 40 YARDS SOUTHWEST OF CROSSING OF A TWIN POLE
 EH1239'POWER TRANSMISSION LINE, 23 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY
 EH1239'AND ABOUT LEVEL WITH HIGHWAY.
 EH1239
 EH1239                          STATION RECOVERY (2003)
 EH1239
 EH1239'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0834 ***********************************************************************
 EH0834  DESIGNATION -  Q 171
 EH0834  PID         -  EH0834
 EH0834  STATE/COUNTY-  AR/PHILLIPS
 EH0834  USGS QUAD   -  LEXA (1991)
 EH0834
 EH0834                         *CURRENT SURVEY CONTROL
 EH0834  ___________________________________________________________________
 EH0834* NAD 83(1986)-  34 32 44.     (N)    090 45 44.     (W)     SCALED    
 EH0834* NAVD 88     -        58.188  (meters)     190.91   (feet)  ADJUSTED  
 EH0834  ___________________________________________________________________
 EH0834  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH0834  DYNAMIC HT  -          58.132 (meters)     190.72  (feet)  COMP
 EH0834  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 EH0834
 EH0834  VERT ORDER  -  FIRST     CLASS II
 EH0834
 EH0834.The horizontal coordinates were scaled from a topographic map and have
 EH0834.an estimated accuracy of +/- 6 seconds.
 EH0834
 EH0834.The orthometric height was determined by differential leveling
 EH0834.and adjusted by the National Geodetic Survey in June 1991..
 EH0834
 EH0834.The geoid height was determined by GEOID03.
 EH0834
 EH0834.The dynamic height is computed by dividing the NAVD 88
 EH0834.geopotential number by the normal gravity value computed on the
 EH0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0834.degrees latitude (g = 980.6199 gals.).
 EH0834
 EH0834.The modeled gravity was interpolated from observed gravity values.
 EH0834
 EH0834;                    North         East    Units  Estimated Accuracy
 EH0834;SPC AR S     -   609,080.      513,610.      MT  (+/- 180 meters Scaled)
 EH0834
 EH0834                          SUPERSEDED SURVEY CONTROL
 EH0834
 EH0834  NGVD 29 (??/??/??)   58.228  (m)          191.04   (f) ADJUSTED    1 2
 EH0834
 EH0834.Superseded values are not recommended for survey control.
 EH0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0834.See file dsdata.txt to determine how the superseded data were derived.
 EH0834
 EH0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU053249(NAD 83)
 EH0834_MARKER: DB = BENCH MARK DISK
 EH0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0834_STAMPING: Q 171 1956
 EH0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0834+STABILITY: SURFACE MOTION
 EH0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0834+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 EH0834
 EH0834  HISTORY     - Date     Condition        Report By
 EH0834  HISTORY     - 1956     MONUMENTED       CGS
 EH0834  HISTORY     - 1976     GOOD             NGS
 EH0834  HISTORY     - 20040413 GOOD             INDIV
 EH0834
 EH0834                          STATION DESCRIPTION
 EH0834
 EH0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0834'0.3 MI E FROM BARTON.
 EH0834'0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING OF
 EH0834'STATE HIGHWAY 85 AT BARTON, 440 FEET SOUTHWEST OF THE JUNCTION OF THE
 EH0834'NORTH-SOUTH TRACK, 54 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 151
 EH0834'FEET SOUTH-SOUTHEAST OF THE TELEGRAPH POLE WITH MILE SIGN 329/10 ON
 EH0834'IT.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING +2 INCHES. 2
 EH0834'FEET BELOW RAIL 1 FOOT NORTHEAST OF A WITNESS POST.
 EH0834
 EH0834                          STATION RECOVERY (2004)
 EH0834
 EH0834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RM)
 EH0834'DESIGNATION Q-171   NOTE THAT OLD RAILROAD HAS BEEN ABANDONED AND IS
 EH0834'NOW PART OF THE DELTA HERITAGE STATE PARK. BM FOUND AT THE BASE OF AN
 EH0834'18IN. SWEET GUM--MARKED WITH A WITNESS POST. LOCATED 3IN. BELOW GROUND
 EH0834'LEVEL AND IN GOOD CONDITION.
 EH0834' 
 EH0834'R. MCCOY, PLS 1066 AR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0915 ***********************************************************************
 EH0915  DESIGNATION -  Q 172
 EH0915  PID         -  EH0915
 EH0915  STATE/COUNTY-  AR/PHILLIPS
 EH0915  USGS QUAD   -  HELENA (1982)
 EH0915
 EH0915                         *CURRENT SURVEY CONTROL
 EH0915  ___________________________________________________________________
 EH0915* NAD 83(1986)-  34 32 20.     (N)    090 37 16.     (W)     SCALED    
 EH0915* NAVD 88     -        81.365  (meters)     266.94   (feet)  ADJUSTED  
 EH0915  ___________________________________________________________________
 EH0915  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0915  DYNAMIC HT  -          81.287 (meters)     266.69  (feet)  COMP
 EH0915  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 EH0915
 EH0915  VERT ORDER  -  FIRST     CLASS II
 EH0915
 EH0915.The horizontal coordinates were scaled from a topographic map and have
 EH0915.an estimated accuracy of +/- 6 seconds.
 EH0915
 EH0915.The orthometric height was determined by differential leveling
 EH0915.and adjusted by the National Geodetic Survey in June 1991..
 EH0915
 EH0915.The geoid height was determined by GEOID03.
 EH0915
 EH0915.The dynamic height is computed by dividing the NAVD 88
 EH0915.geopotential number by the normal gravity value computed on the
 EH0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0915.degrees latitude (g = 980.6199 gals.).
 EH0915
 EH0915.The modeled gravity was interpolated from observed gravity values.
 EH0915
 EH0915;                    North         East    Units  Estimated Accuracy
 EH0915;SPC AR S     -   608,510.      526,570.      MT  (+/- 180 meters Scaled)
 EH0915
 EH0915                          SUPERSEDED SURVEY CONTROL
 EH0915
 EH0915  NGVD 29 (??/??/??)   81.401  (m)          267.06   (f) ADJUSTED    1 2
 EH0915
 EH0915.Superseded values are not recommended for survey control.
 EH0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0915.See file dsdata.txt to determine how the superseded data were derived.
 EH0915
 EH0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU183244(NAD 83)
 EH0915_MARKER: DB = BENCH MARK DISK
 EH0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0915_SP_SET: CULVERT
 EH0915_STAMPING: Q 172 1956
 EH0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0915+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0915
 EH0915  HISTORY     - Date     Condition        Report By
 EH0915  HISTORY     - 1956     MONUMENTED       CGS
 EH0915  HISTORY     - 1976     GOOD             NGS
 EH0915  HISTORY     - 20030402 GOOD             USACE
 EH0915
 EH0915                          STATION DESCRIPTION
 EH0915
 EH0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0915'1.05 MI SE FROM WEST HELENA.
 EH0915'ABOUT 1.05 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 EH0915'BAPTIST CHURCH AT WEST HELENA, ABOUT 0.4 MILE EAST OF BRIDGE OVER
 EH0915'CANEY CREEK AND ENTRANCE ROAD TO CENTRAL HIGH SCHOOL, ABOUT 0.1 MILE
 EH0915'EAST OF ENTRANCE TO HOSPITAL, IN THE TOP OF EAST END OF SOUTH HEAD
 EH0915'WALL OF A 14-FOOT CONCRETE CULVERT UNDER HIGHWAY, 18 FEET SOUTH OF
 EH0915'CENTER LINE OF SOUTH LANE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 EH0915
 EH0915                          STATION RECOVERY (1976)
 EH0915
 EH0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0915'RECOVERED IN GOOD CONDITION.
 EH0915
 EH0915                          STATION RECOVERY (2003)
 EH0915
 EH0915'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0249 ***********************************************************************
 FF0249  DESIGNATION -  Q 173
 FF0249  PID         -  FF0249
 FF0249  STATE/COUNTY-  AR/CRITTENDEN
 FF0249  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0249
 FF0249                         *CURRENT SURVEY CONTROL
 FF0249  ___________________________________________________________________
 FF0249* NAD 83(1986)-  35 08 46.     (N)    090 13 12.     (W)     SCALED    
 FF0249* NAVD 88     -        65.317  (meters)     214.29   (feet)  ADJUSTED  
 FF0249  ___________________________________________________________________
 FF0249  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0249  DYNAMIC HT  -          65.258 (meters)     214.10  (feet)  COMP
 FF0249  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FF0249
 FF0249  VERT ORDER  -  FIRST     CLASS II
 FF0249
 FF0249.The horizontal coordinates were scaled from a topographic map and have
 FF0249.an estimated accuracy of +/- 6 seconds.
 FF0249
 FF0249.The orthometric height was determined by differential leveling
 FF0249.and adjusted by the National Geodetic Survey in June 1991..
 FF0249
 FF0249.The geoid height was determined by GEOID03.
 FF0249
 FF0249.The dynamic height is computed by dividing the NAVD 88
 FF0249.geopotential number by the normal gravity value computed on the
 FF0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0249.degrees latitude (g = 980.6199 gals.).
 FF0249
 FF0249.The modeled gravity was interpolated from observed gravity values.
 FF0249
 FF0249;                    North         East    Units  Estimated Accuracy
 FF0249;SPC AR N     -    91,640.      562,190.      MT  (+/- 180 meters Scaled)
 FF0249
 FF0249                          SUPERSEDED SURVEY CONTROL
 FF0249
 FF0249  NGVD 29 (??/??/??)   65.291  (m)          214.21   (f) ADJUSTED    1 2
 FF0249
 FF0249.Superseded values are not recommended for survey control.
 FF0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0249.See file dsdata.txt to determine how the superseded data were derived.
 FF0249
 FF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU532927(NAD 83)
 FF0249_MARKER: DB = BENCH MARK DISK
 FF0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0249_SP_SET: BRIDGE
 FF0249_STAMPING: Q 173 1956
 FF0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0249
 FF0249  HISTORY     - Date     Condition        Report By
 FF0249  HISTORY     - 1956     MONUMENTED       CGS
 FF0249  HISTORY     - 20030130 MARK NOT FOUND   USACE
 FF0249  HISTORY     - 20030726 MARK NOT FOUND   GEOCAC
 FF0249
 FF0249                          STATION DESCRIPTION
 FF0249
 FF0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0249'2 MI W FROM WEST MEMPHIS.
 FF0249'2.0 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AND
 FF0249'JUNCTION OF U.S. HIGHWAY 61 AT WEST MEMPHIS, NEAR THE NORTHEAST
 FF0249'CORNER OF FARMERS AIR FIELD, SET VERTICALLY IN THE SOUTH FACE OF
 FF0249'THE WEST END OF SOUTH CONCRETE BANISTER OF HIGHWAY BRIDGE OVER
 FF0249'DRAINAGE DITCH NO. 13, 17 1/2 FEET SOUTH OF CENTER LINE OF
 FF0249'HIGHWAY AND 1 FOOT ABOVE LEVEL OF HIGHWAY AND GROUND.
 FF0249
 FF0249                          STATION RECOVERY (2003)
 FF0249
 FF0249'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0249'NEW BRIDGE BUILT 1993. ASSUMED DESTROYED.
 FF0249
 FF0249                          STATION RECOVERY (2003)
 FF0249
 FF0249'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 FF0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0133 ***********************************************************************
 FF0133  DESIGNATION -  Q 174
 FF0133  PID         -  FF0133
 FF0133  STATE/COUNTY-  AR/CRITTENDEN
 FF0133  USGS QUAD   -  JERICHO (1993)
 FF0133
 FF0133                         *CURRENT SURVEY CONTROL
 FF0133  ___________________________________________________________________
 FF0133* NAD 83(1986)-  35 20 24.     (N)    090 14 48.     (W)     SCALED    
 FF0133* NAVD 88     -        67.101  (meters)     220.15   (feet)  ADJUSTED  
 FF0133  ___________________________________________________________________
 FF0133  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF0133  DYNAMIC HT  -          67.041 (meters)     219.95  (feet)  COMP
 FF0133  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FF0133
 FF0133  VERT ORDER  -  FIRST     CLASS II
 FF0133
 FF0133.The horizontal coordinates were scaled from a topographic map and have
 FF0133.an estimated accuracy of +/- 6 seconds.
 FF0133
 FF0133.The orthometric height was determined by differential leveling
 FF0133.and adjusted by the National Geodetic Survey in June 1991..
 FF0133
 FF0133.The geoid height was determined by GEOID03.
 FF0133
 FF0133.The dynamic height is computed by dividing the NAVD 88
 FF0133.geopotential number by the normal gravity value computed on the
 FF0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0133.degrees latitude (g = 980.6199 gals.).
 FF0133
 FF0133.The modeled gravity was interpolated from observed gravity values.
 FF0133
 FF0133;                    North         East    Units  Estimated Accuracy
 FF0133;SPC AR N     -   113,100.      559,380.      MT  (+/- 180 meters Scaled)
 FF0133
 FF0133                          SUPERSEDED SURVEY CONTROL
 FF0133
 FF0133  NGVD 29 (10/05/93)   67.077  (m)          220.07   (f) ADJUSTED    1 2
 FF0133
 FF0133.Superseded values are not recommended for survey control.
 FF0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0133.See file dsdata.txt to determine how the superseded data were derived.
 FF0133
 FF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV502142(NAD 83)
 FF0133_MARKER: DB = BENCH MARK DISK
 FF0133_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0133_SP_SET: HEADWALL
 FF0133_STAMPING: Q 174 1956
 FF0133_MARK LOGO: CGS   
 FF0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0133+STABILITY: SURFACE MOTION
 FF0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0133+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0133
 FF0133  HISTORY     - Date     Condition        Report By
 FF0133  HISTORY     - 1956     MONUMENTED       CGS
 FF0133  HISTORY     - 19920319 GOOD             NGS
 FF0133  HISTORY     - 20021024 GOOD             USACE
 FF0133
 FF0133                          STATION DESCRIPTION
 FF0133
 FF0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0133'2.2 MI SE FROM TURRELL.
 FF0133'2.25 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0133'FROM THE STATION AT TURRELL, ABOUT 2.25 MILES NORTHWEST OF THE
 FF0133'STATION AND BLACK TOP ROAD CROSSING AT CLARKEDALE, ACROSS TRACK
 FF0133'FROM A POINT BETWEEN MILEAGE TELEPHONE POLES NO. 464/18 AND
 FF0133'464/19, ABOUT 0.3 MILE SOUTHEAST OF A PRIVATE ROAD CROSSING, 54
 FF0133'FEET SOUTHWEST OF SOUTHWEST RAIL, 20 FEET NORTHEAST OF CENTER
 FF0133'LINE OF OLD U.S. HIGHWAY 63, IN THE TOP OF THE SOUTHEAST END OF
 FF0133'NORTHEAST HEAD WALL OF A 5-FOOT CONCRETE CULVERT UNDER OLD
 FF0133'HIGHWAY AND ABOUT 3 1/2 FEET BELOW LEVEL OF OLD HIGHWAY.
 FF0133
 FF0133                          STATION RECOVERY (1992)
 FF0133
 FF0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0133'4.3 KM (2.65 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM THE HIGH SCHOOL
 FF0133'IN TURRELL, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF
 FF0133'THE EAST CONCRETE HEADWALL OF A CULVERT, 6.1 M (20.0 FT) EAST OF THE
 FF0133'HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 FF0133'HIGHWAY.
 FF0133
 FF0133                          STATION RECOVERY (2002)
 FF0133
 FF0133'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0565 ***********************************************************************
 FF0565  DESIGNATION -  Q 175
 FF0565  PID         -  FF0565
 FF0565  STATE/COUNTY-  AR/CROSS
 FF0565  USGS QUAD   -  HAMLIN (1984)
 FF0565
 FF0565                         *CURRENT SURVEY CONTROL
 FF0565  ___________________________________________________________________
 FF0565* NAD 83(1986)-  35 14 14.     (N)    090 57 05.     (W)     SCALED    
 FF0565* NAVD 88     -        66.853  (meters)     219.33   (feet)  ADJUSTED  
 FF0565  ___________________________________________________________________
 FF0565  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0565  DYNAMIC HT  -          66.793 (meters)     219.14  (feet)  COMP
 FF0565  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FF0565
 FF0565  VERT ORDER  -  FIRST     CLASS II
 FF0565
 FF0565.The horizontal coordinates were scaled from a topographic map and have
 FF0565.an estimated accuracy of +/- 6 seconds.
 FF0565
 FF0565.The orthometric height was determined by differential leveling
 FF0565.and adjusted by the National Geodetic Survey in June 1991..
 FF0565
 FF0565.The geoid height was determined by GEOID03.
 FF0565
 FF0565.The dynamic height is computed by dividing the NAVD 88
 FF0565.geopotential number by the normal gravity value computed on the
 FF0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0565.degrees latitude (g = 980.6199 gals.).
 FF0565
 FF0565.The modeled gravity was interpolated from observed gravity values.
 FF0565
 FF0565;                    North         East    Units  Estimated Accuracy
 FF0565;SPC AR N     -   100,790.      495,440.      MT  (+/- 180 meters Scaled)
 FF0565
 FF0565                          SUPERSEDED SURVEY CONTROL
 FF0565
 FF0565  NGVD 29 (??/??/??)   66.819  (m)          219.22   (f) ADJUSTED    1 2
 FF0565
 FF0565.Superseded values are not recommended for survey control.
 FF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0565.See file dsdata.txt to determine how the superseded data were derived.
 FF0565
 FF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV864012(NAD 83)
 FF0565_MARKER: DB = BENCH MARK DISK
 FF0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0565_STAMPING: Q 175 1956
 FF0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0565+STABILITY: SURFACE MOTION
 FF0565
 FF0565  HISTORY     - Date     Condition        Report By
 FF0565  HISTORY     - 1956     MONUMENTED       CGS
 FF0565  HISTORY     - 20030506 MARK NOT FOUND   USACE
 FF0565
 FF0565                          STATION DESCRIPTION
 FF0565
 FF0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0565'4.6 MI E FROM FAIROAKS.
 FF0565'ABOUT 4.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0565'THE STATION AT FAIROAKS, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 FF0565'39 FEET NORTH OF NORTH RAIL, 120 FEET WEST OF CENTER LINE OF
 FF0565'ROAD, 129 FEET WEST-NORTHWEST OF CENTER OF CROSSING, 11 FEET
 FF0565'NORTHEAST OF TELEPHONE POLE NO. 323/12, 1 FOOT SOUTH OF A FENCE
 FF0565'LINE, 91 FEET WEST OF A FENCE CORNER, 39 1/2 FEET NORTHWEST OF
 FF0565'NORTHWEST CORNER OF CONCRETE BASE OF SIGNAL NO. 323.3, ABOUT
 FF0565'3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0565'POST PROJECTING 3 INCHES.
 FF0565
 FF0565                          STATION RECOVERY (2003)
 FF0565
 FF0565'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1266 ***********************************************************************
 EH1266  DESIGNATION -  Q 177
 EH1266  PID         -  EH1266
 EH1266  STATE/COUNTY-  AR/ST FRANCIS
 EH1266  USGS QUAD   -  WHEATLEY (1971)
 EH1266
 EH1266                         *CURRENT SURVEY CONTROL
 EH1266  ___________________________________________________________________
 EH1266* NAD 83(1986)-  34 56 15.     (N)    091 06 32.     (W)     SCALED    
 EH1266* NAVD 88     -        62.519  (meters)     205.11   (feet)  ADJUSTED  
 EH1266  ___________________________________________________________________
 EH1266  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1266  DYNAMIC HT  -          62.462 (meters)     204.93  (feet)  COMP
 EH1266  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 EH1266
 EH1266  VERT ORDER  -  FIRST     CLASS II
 EH1266
 EH1266.The horizontal coordinates were scaled from a topographic map and have
 EH1266.an estimated accuracy of +/- 6 seconds.
 EH1266
 EH1266.The orthometric height was determined by differential leveling
 EH1266.and adjusted by the National Geodetic Survey in June 1991..
 EH1266
 EH1266.The geoid height was determined by GEOID03.
 EH1266
 EH1266.The dynamic height is computed by dividing the NAVD 88
 EH1266.geopotential number by the normal gravity value computed on the
 EH1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1266.degrees latitude (g = 980.6199 gals.).
 EH1266
 EH1266.The modeled gravity was interpolated from observed gravity values.
 EH1266
 EH1266;                    North         East    Units  Estimated Accuracy
 EH1266;SPC AR N     -    67,400.      481,410.      MT  (+/- 180 meters Scaled)
 EH1266
 EH1266                          SUPERSEDED SURVEY CONTROL
 EH1266
 EH1266  NGVD 29 (??/??/??)   62.512  (m)          205.09   (f) ADJUSTED    1 2
 EH1266
 EH1266.Superseded values are not recommended for survey control.
 EH1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1266.See file dsdata.txt to determine how the superseded data were derived.
 EH1266
 EH1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU727677(NAD 83)
 EH1266_MARKER: DB = BENCH MARK DISK
 EH1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1266_STAMPING: Q 177 1955
 EH1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1266+STABILITY: SURFACE MOTION
 EH1266
 EH1266  HISTORY     - Date     Condition        Report By
 EH1266  HISTORY     - 1955     MONUMENTED       CGS
 EH1266  HISTORY     - 20030421 MARK NOT FOUND   USACE
 EH1266
 EH1266                          STATION DESCRIPTION
 EH1266
 EH1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1266'1.85 MI N FROM WHEATLEY.
 EH1266'ABOUT 1.85 MILES NORTH ALONG A GRAVEL ROAD LEADING TO HUNTER FROM THE
 EH1266'JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 78 SOUTH AT WHEATLEY,
 EH1266'ABOUT 0.8 MILE NORTH OF A CROSSROAD, ABOUT 0.5 MILE SOUTH OF A WOODEN
 EH1266'BRIDGE OVER EAST FLAT FORK CREEK, 158 FEET WEST OF CENTER LINE OF
 EH1266'ROAD, 52 FEET NORTH AND ACROSS A DRIVE FROM THE NORTHWEST CORNER OF
 EH1266'LEONARD GERING RESIDENCE, 17 FEET NORTH OF CENTER LINE OF DRIVE, 17
 EH1266'FEET WEST-SOUTHWEST OF A POWER POLE WITH A METER, 1 FOOT SOUTHEAST OF
 EH1266'POWER POLE GUY ROD, ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN
 EH1266'THE TO OF A CONCRETE POST PROJECTING 1 INCH.
 EH1266
 EH1266                          STATION RECOVERY (2003)
 EH1266
 EH1266'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0648 ***********************************************************************
 FF0648  DESIGNATION -  Q 178
 FF0648  PID         -  FF0648
 FF0648  STATE/COUNTY-  AR/ST FRANCIS
 FF0648  USGS QUAD   -  ROUND POND (1992)
 FF0648
 FF0648                         *CURRENT SURVEY CONTROL
 FF0648  ___________________________________________________________________
 FF0648* NAD 83(1986)-  35 04 26.     (N)    090 31 51.     (W)     SCALED    
 FF0648* NAVD 88     -        61.420  (meters)     201.51   (feet)  ADJUSTED  
 FF0648  ___________________________________________________________________
 FF0648  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FF0648  DYNAMIC HT  -          61.365 (meters)     201.33  (feet)  COMP
 FF0648  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0648
 FF0648  VERT ORDER  -  FIRST     CLASS II
 FF0648
 FF0648.The horizontal coordinates were scaled from a topographic map and have
 FF0648.an estimated accuracy of +/- 6 seconds.
 FF0648
 FF0648.The orthometric height was determined by differential leveling
 FF0648.and adjusted by the National Geodetic Survey in June 1991..
 FF0648
 FF0648.The geoid height was determined by GEOID03.
 FF0648
 FF0648.The dynamic height is computed by dividing the NAVD 88
 FF0648.geopotential number by the normal gravity value computed on the
 FF0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0648.degrees latitude (g = 980.6199 gals.).
 FF0648
 FF0648.The modeled gravity was interpolated from observed gravity values.
 FF0648
 FF0648;                    North         East    Units  Estimated Accuracy
 FF0648;SPC AR N     -    83,160.      533,990.      MT  (+/- 180 meters Scaled)
 FF0648
 FF0648                          SUPERSEDED SURVEY CONTROL
 FF0648
 FF0648  NGVD 29 (??/??/??)   61.401  (m)          201.45   (f) ADJUSTED    1 2
 FF0648
 FF0648.Superseded values are not recommended for survey control.
 FF0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0648.See file dsdata.txt to determine how the superseded data were derived.
 FF0648
 FF0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU251840(NAD 83)
 FF0648_MARKER: DB = BENCH MARK DISK
 FF0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0648_SP_SET: 50 FEET
 FF0648_STAMPING: Q 178 1956
 FF0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0648
 FF0648  HISTORY     - Date     Condition        Report By
 FF0648  HISTORY     - 1956     MONUMENTED       CGS
 FF0648  HISTORY     - 20020425 POOR             USACE
 FF0648
 FF0648                          STATION DESCRIPTION
 FF0648
 FF0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0648'1.8 MI SW FROM HETH.
 FF0648'ABOUT 1.85 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0648'PACIFIC RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND
 FF0648'FLAG STATION AT HETH, ABOUT 0.1 MILE WEST-SOUTHWEST OF TRESTLE
 FF0648'NO. 28.8, AT CROSSING OF A POWER LINE, 35 FEET SOUTH-SOUTHEAST
 FF0648'OF NEAR RAIL OF TRACK, 60 FEET NORTHWEST AND ACROSS A ROAD
 FF0648'PARALLEL TO TRACK FROM POWER POLE ON LINE CROSSING TRACK, 32 FEET
 FF0648'NORTH-NORTHWEST OF CENTER LINE OF ROAD, 27 FEET EAST-NORTHEAST
 FF0648'OF THE 8TH TELEPHONE POLE NORTHEAST OF MILE POLE 29, 55 FEET
 FF0648'SOUTH-SOUTHWEST OF CENTER LINE OF TRACK AT POINT DIRECTLY UNDER
 FF0648'POWER LINE, 12 FEET NORTH-NORTHWEST OF A FENCE LINE, ABOUT 6
 FF0648'FEET BELOW LEVEL OF TRACK AND IS A DISK SET ON A COPPER-COATED
 FF0648'STEEL ROD ABOUT FLUSH WITH GROUND AND SURROUNDED BY A 4-INCH
 FF0648'TILE.  THE ROD IS DRIVEN TO A DEPTH OF 50-FEET IN GROUND.
 FF0648
 FF0648                          STATION RECOVERY (2002)
 FF0648
 FF0648'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0648'THIS STATION HAS BEEN HIT BY DITCH CLEANOUT MACHINERY AND IS LEANING
 FF0648'BAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0750 ***********************************************************************
 FF0750  DESIGNATION -  Q 179
 FF0750  PID         -  FF0750
 FF0750  STATE/COUNTY-  AR/CRAIGHEAD
 FF0750  USGS QUAD   -  NEEDHAM (1983)
 FF0750
 FF0750                         *CURRENT SURVEY CONTROL
 FF0750  ___________________________________________________________________
 FF0750* NAD 83(1986)-  35 47 00.     (N)    090 36 32.     (W)     SCALED    
 FF0750* NAVD 88     -        71.108  (meters)     233.29   (feet)  ADJUSTED  
 FF0750  ___________________________________________________________________
 FF0750  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FF0750  DYNAMIC HT  -          71.047 (meters)     233.09  (feet)  COMP
 FF0750  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 FF0750
 FF0750  VERT ORDER  -  FIRST     CLASS II
 FF0750
 FF0750.The horizontal coordinates were scaled from a topographic map and have
 FF0750.an estimated accuracy of +/- 6 seconds.
 FF0750
 FF0750.The orthometric height was determined by differential leveling
 FF0750.and adjusted by the National Geodetic Survey in January 1995..
 FF0750
 FF0750.The geoid height was determined by GEOID03.
 FF0750
 FF0750.The dynamic height is computed by dividing the NAVD 88
 FF0750.geopotential number by the normal gravity value computed on the
 FF0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0750.degrees latitude (g = 980.6199 gals.).
 FF0750
 FF0750.The modeled gravity was interpolated from observed gravity values.
 FF0750
 FF0750;                    North         East    Units  Estimated Accuracy
 FF0750;SPC AR N     -   161,750.      525,760.      MT  (+/- 180 meters Scaled)
 FF0750
 FF0750                          SUPERSEDED SURVEY CONTROL
 FF0750
 FF0750  NAVD 88 (06/15/91)   71.121  (m)          233.34   (f) UNKNOWN     1 2
 FF0750  NGVD 29 (10/05/93)   71.029  (m)          233.03   (f) ADJUSTED    1 2
 FF0750
 FF0750.Superseded values are not recommended for survey control.
 FF0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0750.See file dsdata.txt to determine how the superseded data were derived.
 FF0750
 FF0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV161625(NAD 83)
 FF0750_MARKER: DB = BENCH MARK DISK
 FF0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0750_SP_SET: CONCRETE POST
 FF0750_STAMPING: Q 179 1956
 FF0750_MARK LOGO: CGS   
 FF0750_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0750+STABILITY: SURFACE MOTION
 FF0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0750+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1992
 FF0750
 FF0750  HISTORY     - Date     Condition        Report By
 FF0750  HISTORY     - 1956     MONUMENTED       CGS
 FF0750  HISTORY     - 19920322 GOOD             NGS
 FF0750  HISTORY     - 20020814 POOR             USACE
 FF0750
 FF0750                          STATION DESCRIPTION
 FF0750
 FF0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0750'3.6 MI NW FROM BAY.
 FF0750'3.65 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0750'FROM THE STATION AT BAY, ABOUT 3.2 MILES SOUTHEAST OF THE STATION
 FF0750'AT NETTLETON, 31 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 250 FEET
 FF0750'NORTHWEST OF CENTER OF A ROAD CROSSING, 116 1/2 FEET WEST-SOUTHWEST
 FF0750'OF WEST CORNER OF A FRAME CHURCH BUILDING, 33 FEET WEST OF THE
 FF0750'WESTERLY ONE OF TWO 30-INCH OAK TREES, 8 FEET SOUTHEAST OF MILE
 FF0750'POLE NO. 427 AND IN LINE WITH ROW OF TELEPHONE POLES, ABOUT 4
 FF0750'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0750'PROJECTING 4 INCHES.
 FF0750
 FF0750                          STATION RECOVERY (1992)
 FF0750
 FF0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0750'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF0750'FROM THE JUNCTION OF STATE HIGHWAY 351 (INDUSTRIAL DRIVE) IN
 FF0750'JONESBORO, 75.5 M (247.7 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 FF0750'ROAD, 35.5 M (116.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 33.0 M
 FF0750'(108.3 FT) WEST OF THE WEST CORNER OF A HOUSE, 9.6 M (31.5 FT)
 FF0750'NORTHEAST OF THE NEAR RAIL, 3.1 M (10.2 FT) SOUTH OF RAILROAD MILEPOST
 FF0750'427, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 FF0750'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M
 FF0750'(0.16 FT) ABOVE THE GROUND SURFACE.
 FF0750
 FF0750                          STATION RECOVERY (2002)
 FF0750
 FF0750'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0750'DISK HAS BEEN SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0370 ***********************************************************************
 GF0370  DESIGNATION -  Q 18
 GF0370  PID         -  GF0370
 GF0370  STATE/COUNTY-  AR/NEWTON
 GF0370  USGS QUAD   -  JASPER (1975)
 GF0370
 GF0370                         *CURRENT SURVEY CONTROL
 GF0370  ___________________________________________________________________
 GF0370* NAD 83(1986)-  36 02 10.     (N)    093 09 48.     (W)     SCALED    
 GF0370* NAVD 88     -       270.255  (meters)     886.66   (feet)  ADJUSTED  
 GF0370  ___________________________________________________________________
 GF0370  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GF0370  DYNAMIC HT  -         270.010 (meters)     885.86  (feet)  COMP
 GF0370  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 GF0370
 GF0370  VERT ORDER  -  SECOND    CLASS 0
 GF0370
 GF0370.The horizontal coordinates were scaled from a topographic map and have
 GF0370.an estimated accuracy of +/- 6 seconds.
 GF0370
 GF0370.The orthometric height was determined by differential leveling
 GF0370.and adjusted by the National Geodetic Survey in June 1991..
 GF0370
 GF0370.The geoid height was determined by GEOID03.
 GF0370
 GF0370.The dynamic height is computed by dividing the NAVD 88
 GF0370.geopotential number by the normal gravity value computed on the
 GF0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0370.degrees latitude (g = 980.6199 gals.).
 GF0370
 GF0370.The modeled gravity was interpolated from observed gravity values.
 GF0370
 GF0370;                    North         East    Units  Estimated Accuracy
 GF0370;SPC AR N     -   189,530.      295,160.      MT  (+/- 180 meters Scaled)
 GF0370
 GF0370                          SUPERSEDED SURVEY CONTROL
 GF0370
 GF0370  NGVD 29 (??/??/92)  270.144  (m)          886.30   (f) ADJ UNCH    2 0
 GF0370
 GF0370.Superseded values are not recommended for survey control.
 GF0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0370.See file dsdata.txt to determine how the superseded data were derived.
 GF0370
 GF0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV852879(NAD 83)
 GF0370_MARKER: DB = BENCH MARK DISK
 GF0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0370_STAMPING: Q 18 1932
 GF0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0370+STABILITY: SURFACE MOTION
 GF0370
 GF0370  HISTORY     - Date     Condition        Report By
 GF0370  HISTORY     - 1932     MONUMENTED       CGS
 GF0370  HISTORY     - 1935     GOOD             NGS
 GF0370
 GF0370                          STATION DESCRIPTION
 GF0370
 GF0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0370'3.4 MI N FROM JASPER.
 GF0370'ABOUT 3.4 MILES NORTH OF JASPER ALONG ST. HWY. 7, AT ROBERTS
 GF0370'HOLLOW, 70.5 FT. SOUTHWEST OF SOUTHWEST CORNER OF LOG HOUSE,
 GF0370'46 FT. EAST OF CENTERLINE OF ST. HWY. 7, 28.2 FT. NORTH OF
 GF0370'NORTHEAST CORNER OF DOUBLE GARAGE WITH EAST END ON 12 FT. STILTS,
 GF0370'12 FT. BELOW LEVEL OF HIGHWAY, 3.8 FT. NORTH OF CEDAR TREE 0.4
 GF0370'FT. IN DIAMETER AT BASE, CONCRETE POST WITH BRONZE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0836 ***********************************************************************
 FF0836  DESIGNATION -  Q 180
 FF0836  PID         -  FF0836
 FF0836  STATE/COUNTY-  AR/POINSETT
 FF0836  USGS QUAD   -  WEINER (1980)
 FF0836
 FF0836                         *CURRENT SURVEY CONTROL
 FF0836  ___________________________________________________________________
 FF0836* NAD 83(1986)-  35 35 38.     (N)    090 54 45.     (W)     SCALED    
 FF0836* NAVD 88     -        73.930  (meters)     242.55   (feet)  ADJUSTED  
 FF0836  ___________________________________________________________________
 FF0836  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0836  DYNAMIC HT  -          73.865 (meters)     242.34  (feet)  COMP
 FF0836  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 FF0836
 FF0836  VERT ORDER  -  FIRST     CLASS II
 FF0836
 FF0836.The horizontal coordinates were scaled from a topographic map and have
 FF0836.an estimated accuracy of +/- 6 seconds.
 FF0836
 FF0836.The orthometric height was determined by differential leveling
 FF0836.and adjusted by the National Geodetic Survey in June 1991..
 FF0836
 FF0836.The geoid height was determined by GEOID03.
 FF0836
 FF0836.The dynamic height is computed by dividing the NAVD 88
 FF0836.geopotential number by the normal gravity value computed on the
 FF0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0836.degrees latitude (g = 980.6199 gals.).
 FF0836
 FF0836.The modeled gravity was interpolated from observed gravity values.
 FF0836
 FF0836;                    North         East    Units  Estimated Accuracy
 FF0836;SPC AR N     -   140,390.      498,550.      MT  (+/- 180 meters Scaled)
 FF0836
 FF0836                          SUPERSEDED SURVEY CONTROL
 FF0836
 FF0836  NGVD 29 (??/??/??)   73.871  (m)          242.36   (f) ADJUSTED    1 2
 FF0836
 FF0836.Superseded values are not recommended for survey control.
 FF0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0836.See file dsdata.txt to determine how the superseded data were derived.
 FF0836
 FF0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV891409(NAD 83)
 FF0836_MARKER: DB = BENCH MARK DISK
 FF0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0836_STAMPING: Q 180 1956
 FF0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0836+STABILITY: SURFACE MOTION
 FF0836
 FF0836  HISTORY     - Date     Condition        Report By
 FF0836  HISTORY     - 1956     MONUMENTED       CGS
 FF0836  HISTORY     - 20020821 MARK NOT FOUND   USACE
 FF0836
 FF0836                          STATION DESCRIPTION
 FF0836
 FF0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0836'2 MI S FROM WEINER.
 FF0836'2.0 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0836'THE STATION AT WEINER, ABOUT 0.4 MILE SOUTH OF MILE POLE 147,
 FF0836'AT THE NORTHWEST CORNER OF WEINER AIRPORT, 138 1/2 FEET EAST AND
 FF0836'ACROSS STATE HIGHWAY 39 FROM EAST RAIL, 51 1/2 FEET EAST OF CENTER
 FF0836'LINE OF HIGHWAY, 59 FEET SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY
 FF0836'AND A ROAD EAST, 31 FEET SOUTH OF CENTER LINE OF ROAD EAST, 32
 FF0836'FEET NORTH OF NORTH CORNER OF HANGAR, 27 FEET WEST-SOUTHWEST OF A
 FF0836'TWIN 22-INCH OAK TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 FF0836'POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FF0836'POST PROJECTING 3 INCHES.
 FF0836
 FF0836                          STATION RECOVERY (2002)
 FF0836
 FF0836'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1180 ***********************************************************************
 FF1180  DESIGNATION -  Q 181
 FF1180  PID         -  FF1180
 FF1180  STATE/COUNTY-  AR/CROSS
 FF1180  USGS QUAD   -  TILTON (1980)
 FF1180
 FF1180                         *CURRENT SURVEY CONTROL
 FF1180  ___________________________________________________________________
 FF1180* NAD 83(1986)-  35 16 49.     (N)    091 01 23.     (W)     SCALED    
 FF1180* NAVD 88     -        66.625  (meters)     218.59   (feet)  ADJUSTED  
 FF1180  ___________________________________________________________________
 FF1180  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1180  DYNAMIC HT  -          66.565 (meters)     218.39  (feet)  COMP
 FF1180  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF1180
 FF1180  VERT ORDER  -  FIRST     CLASS II
 FF1180
 FF1180.The horizontal coordinates were scaled from a topographic map and have
 FF1180.an estimated accuracy of +/- 6 seconds.
 FF1180
 FF1180.The orthometric height was determined by differential leveling
 FF1180.and adjusted by the National Geodetic Survey in June 1991..
 FF1180
 FF1180.The geoid height was determined by GEOID03.
 FF1180
 FF1180.The dynamic height is computed by dividing the NAVD 88
 FF1180.geopotential number by the normal gravity value computed on the
 FF1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1180.degrees latitude (g = 980.6199 gals.).
 FF1180
 FF1180.The modeled gravity was interpolated from observed gravity values.
 FF1180
 FF1180;                    North         East    Units  Estimated Accuracy
 FF1180;SPC AR N     -   105,500.      488,870.      MT  (+/- 180 meters Scaled)
 FF1180
 FF1180                          SUPERSEDED SURVEY CONTROL
 FF1180
 FF1180  NGVD 29 (??/??/??)   66.586  (m)          218.46   (f) ADJUSTED    1 2
 FF1180
 FF1180.Superseded values are not recommended for survey control.
 FF1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1180.See file dsdata.txt to determine how the superseded data were derived.
 FF1180
 FF1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV797059(NAD 83)
 FF1180_MARKER: DB = BENCH MARK DISK
 FF1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1180_STAMPING: Q 181 1956
 FF1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1180+STABILITY: SURFACE MOTION
 FF1180
 FF1180  HISTORY     - Date     Condition        Report By
 FF1180  HISTORY     - 1956     MONUMENTED       CGS
 FF1180
 FF1180                          STATION DESCRIPTION
 FF1180
 FF1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1180'2.6 MI N FROM FAIROAKS.
 FF1180'2.6 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1180'THE STATION AT FAIROAKS, ABOUT 0.45 MILE SOUTH OF A DIM ROAD
 FF1180'CROSSING, 95 1/2 FEET SOUTHEAST OF MILE POLE 170, 47 1/2 FEET
 FF1180'EAST OF EAST RAIL, 28 1/2 FEET WEST OF CENTER LINE OF STATE
 FF1180'HIGHWAY 39, 4 FEET NORTH OF A TELEPHONE POLE, 1 FOOT EAST OF A
 FF1180'FENCE LINE, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FF1180'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0715 ***********************************************************************
 FF0715  DESIGNATION -  Q 182 RESET
 FF0715  PID         -  FF0715
 FF0715  STATE/COUNTY-  AR/POINSETT
 FF0715  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0715
 FF0715                         *CURRENT SURVEY CONTROL
 FF0715  ___________________________________________________________________
 FF0715* NAD 83(1986)-  35 29 06.     (N)    090 40 49.     (W)     SCALED    
 FF0715* NAVD 88     -        96.96   (+/-2cm)     318.1    (feet)  VERTCON   
 FF0715  ___________________________________________________________________
 FF0715  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0715
 FF0715  VERT ORDER  -  ? (See Below)
 FF0715
 FF0715.The horizontal coordinates were scaled from a topographic map and have
 FF0715.an estimated accuracy of +/- 6 seconds.
 FF0715
 FF0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0715.The vertical order pertains to the NGVD 29 superseded value.
 FF0715
 FF0715.The geoid height was determined by GEOID03.
 FF0715
 FF0715;                    North         East    Units  Estimated Accuracy
 FF0715;SPC AR N     -   128,570.      519,750.      MT  (+/- 180 meters Scaled)
 FF0715
 FF0715                          SUPERSEDED SURVEY CONTROL
 FF0715
 FF0715  NGVD 29 (??/??/??)   96.907  (m)          317.94   (f) ADJUSTED    ?  
 FF0715
 FF0715.Superseded values are not recommended for survey control.
 FF0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0715.See file dsdata.txt to determine how the superseded data were derived.
 FF0715
 FF0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV104293(NAD 83)
 FF0715_MARKER: DB = BENCH MARK DISK
 FF0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0715_STAMPING: Q 182 RESET 1970
 FF0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0715+STABILITY: SURFACE MOTION
 FF0715
 FF0715  HISTORY     - Date     Condition        Report By
 FF0715  HISTORY     - 1970     MONUMENTED       NGS
 FF0715
 FF0715                          STATION DESCRIPTION
 FF0715
 FF0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FF0715'5.2 MI E FROM WHITEHALL.
 FF0715'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0715'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, THENCE ABOUT 3.2
 FF0715'MILES EAST AND SOUTHEAST ALONG GRAVELED ROAD, THENCE EAST FOR
 FF0715'0.3 MILE TO THE MARK ON THE RIGHT, 50 FEET SOUTH OF PROPOSED
 FF0715'CENTERLINE OF NEW ROAD, 1 FOOT NORTHEAST OF A METAL WITNESS
 FF0715'POST, 28 FEET EAST OF AN 18 INCH OAK TREE, 23 FEET NORTH OF A
 FF0715'10 INCH OAK TREE, 23 FEET WEST OF A 6 INCH PINE TREE, 23 FEET
 FF0715'EAST OF A NORTHEAST-SOUTHWEST FENCE LINE, SET IN THE TOP OF A
 FF0715'ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0869 ***********************************************************************
 FF0869  DESIGNATION -  Q 183
 FF0869  PID         -  FF0869
 FF0869  STATE/COUNTY-  AR/CRAIGHEAD
 FF0869  USGS QUAD   -  HERMAN (1980)
 FF0869
 FF0869                         *CURRENT SURVEY CONTROL
 FF0869  ___________________________________________________________________
 FF0869* NAD 83(1986)-  35 50 07.     (N)    090 46 25.     (W)     SCALED    
 FF0869* NAVD 88     -        84.744  (meters)     278.03   (feet)  ADJUSTED  
 FF0869  ___________________________________________________________________
 FF0869  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FF0869  DYNAMIC HT  -          84.672 (meters)     277.79  (feet)  COMP
 FF0869  MODELED GRAV-     979,784.1   (mgal)                       NAVD 88
 FF0869
 FF0869  VERT ORDER  -  FIRST     CLASS II
 FF0869
 FF0869.The horizontal coordinates were scaled from a topographic map and have
 FF0869.an estimated accuracy of +/- 6 seconds.
 FF0869
 FF0869.The orthometric height was determined by differential leveling
 FF0869.and adjusted by the National Geodetic Survey in June 1991..
 FF0869
 FF0869.The geoid height was determined by GEOID03.
 FF0869
 FF0869.The dynamic height is computed by dividing the NAVD 88
 FF0869.geopotential number by the normal gravity value computed on the
 FF0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0869.degrees latitude (g = 980.6199 gals.).
 FF0869
 FF0869.The modeled gravity was interpolated from observed gravity values.
 FF0869
 FF0869;                    North         East    Units  Estimated Accuracy
 FF0869;SPC AR N     -   167,320.      510,800.      MT  (+/- 180 meters Scaled)
 FF0869
 FF0869                          SUPERSEDED SURVEY CONTROL
 FF0869
 FF0869  NGVD 29 (??/??/??)   84.661  (m)          277.76   (f) ADJUSTED    1 2
 FF0869
 FF0869.Superseded values are not recommended for survey control.
 FF0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0869.See file dsdata.txt to determine how the superseded data were derived.
 FF0869
 FF0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV010679(NAD 83)
 FF0869_MARKER: DB = BENCH MARK DISK
 FF0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0869_STAMPING: Q 183 1956
 FF0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0869+STABILITY: SURFACE MOTION
 FF0869
 FF0869  HISTORY     - Date     Condition        Report By
 FF0869  HISTORY     - 1956     MONUMENTED       CGS
 FF0869  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0869
 FF0869                          STATION DESCRIPTION
 FF0869
 FF0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0869'3.9 MI SW FROM JONESBORO.
 FF0869'3.9 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0869'FROM THE STATION AT JONESBORO, ACROSS TRACK FROM A POINT BETWEEN
 FF0869'TELEPHONE POLES 128/22 AND 128/23, ABOUT 90 YARDS WEST-SOUTHWEST
 FF0869'OF WEST-SOUTHWEST END OF TRESTLE NO. 128/71, ABOUT 69 YARDS
 FF0869'EAST-NORTHEAST OF EAST-NORTHEAST END OF TRESTLE NO. 128.81, 48
 FF0869'FEET NORTH-NORTHWEST OF NEAR RAIL OF TRACK, 1 FOOT NORTH-NORTHWEST
 FF0869'OF A FENCE LINE, 35 FEET SOUTH OF CENTER OF A GRAVEL ROAD, 21 1/2
 FF0869'FEET SOUTHWEST OF A 30-INCH SHAG BARK HICKORY TREE, 1 FOOT ABOVE
 FF0869'LEVEL OF ROAD, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FF0869'ABOUT 7 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0869'POST PROJECTING 2 INCHES.
 FF0869
 FF0869                          STATION RECOVERY (2002)
 FF0869
 FF0869'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0066 ***********************************************************************
 FF0066  DESIGNATION -  Q 184
 FF0066  PID         -  FF0066
 FF0066  STATE/COUNTY-  AR/MISSISSIPPI
 FF0066  USGS QUAD   -  LEACHVILLE (1983)
 FF0066
 FF0066                         *CURRENT SURVEY CONTROL
 FF0066  ___________________________________________________________________
 FF0066* NAD 83(1986)-  35 58 28.     (N)    090 15 03.     (W)     SCALED    
 FF0066* NAVD 88     -        73.036  (meters)     239.62   (feet)  ADJUSTED  
 FF0066  ___________________________________________________________________
 FF0066  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FF0066  DYNAMIC HT  -          72.974 (meters)     239.42  (feet)  COMP
 FF0066  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 FF0066
 FF0066  VERT ORDER  -  FIRST     CLASS II
 FF0066
 FF0066.The horizontal coordinates were scaled from a topographic map and have
 FF0066.an estimated accuracy of +/- 6 seconds.
 FF0066
 FF0066.The orthometric height was determined by differential leveling
 FF0066.and adjusted by the National Geodetic Survey in June 1991..
 FF0066
 FF0066.The geoid height was determined by GEOID03.
 FF0066
 FF0066.The dynamic height is computed by dividing the NAVD 88
 FF0066.geopotential number by the normal gravity value computed on the
 FF0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0066.degrees latitude (g = 980.6199 gals.).
 FF0066
 FF0066.The modeled gravity was interpolated from observed gravity values.
 FF0066
 FF0066;                    North         East    Units  Estimated Accuracy
 FF0066;SPC AR N     -   183,470.      557,750.      MT  (+/- 180 meters Scaled)
 FF0066
 FF0066                          SUPERSEDED SURVEY CONTROL
 FF0066
 FF0066  NGVD 29 (??/??/??)   73.024  (m)          239.58   (f) ADJUSTED    1 2
 FF0066
 FF0066.Superseded values are not recommended for survey control.
 FF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0066.See file dsdata.txt to determine how the superseded data were derived.
 FF0066
 FF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV478846(NAD 83)
 FF0066_MARKER: DB = BENCH MARK DISK
 FF0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0066_STAMPING: Q 184 1956
 FF0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0066+STABILITY: SURFACE MOTION
 FF0066
 FF0066  HISTORY     - Date     Condition        Report By
 FF0066  HISTORY     - 1956     MONUMENTED       CGS
 FF0066  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0066
 FF0066                          STATION DESCRIPTION
 FF0066
 FF0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0066'2.5 MI N FROM LEACHVILLE.
 FF0066'ABOUT 2.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0066'FROM THE STATION AT LEACHVILLE, ABOUT 109 YARDS NORTH OF MILE
 FF0066'POLE 245, ACROSS TRACK FROM POINT BETWEEN TELEPHONE POLES 244/28
 FF0066'AND 244/29, AT A GRAVEL ROAD CROSSING, 46 FEET WEST OF WEST
 FF0066'RAIL, 26 FEET SOUTH OF CENTER LINE OF ROAD, 38 1/2 FEET WEST OF
 FF0066'WEST END OF A 15-INCH PIPE CULVERT UNDER TRACK, 30.4 FEET
 FF0066'WEST-SOUTHWEST OF CROSSING WARNING SIGN, 7 1/2 FEET SOUTH OF A
 FF0066'FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, ABOUT 2 1/2 FEET
 FF0066'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0066'PROJECTING 3 INCHES.
 FF0066
 FF0066                          STATION RECOVERY (2002)
 FF0066
 FF0066'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1852 ***********************************************************************
 FE1852  DESIGNATION -  Q 185
 FE1852  PID         -  FE1852
 FE1852  STATE/COUNTY-  AR/MISSISSIPPI
 FE1852  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1852
 FE1852                         *CURRENT SURVEY CONTROL
 FE1852  ___________________________________________________________________
 FE1852* NAD 83(1986)-  35 54 08.     (N)    089 57 43.     (W)     SCALED    
 FE1852* NAVD 88     -        75.525  (meters)     247.78   (feet)  ADJUSTED  
 FE1852  ___________________________________________________________________
 FE1852  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1852  DYNAMIC HT  -          75.462 (meters)     247.58  (feet)  COMP
 FE1852  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1852
 FE1852  VERT ORDER  -  FIRST     CLASS II
 FE1852
 FE1852.The horizontal coordinates were scaled from a topographic map and have
 FE1852.an estimated accuracy of +/- 6 seconds.
 FE1852
 FE1852.The orthometric height was determined by differential leveling
 FE1852.and adjusted by the National Geodetic Survey in June 1991..
 FE1852
 FE1852.The geoid height was determined by GEOID03.
 FE1852
 FE1852.The dynamic height is computed by dividing the NAVD 88
 FE1852.geopotential number by the normal gravity value computed on the
 FE1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1852.degrees latitude (g = 980.6199 gals.).
 FE1852
 FE1852.The modeled gravity was interpolated from observed gravity values.
 FE1852
 FE1852;                    North         East    Units  Estimated Accuracy
 FE1852;SPC AR N     -   175,960.      583,960.      MT  (+/- 180 meters Scaled)
 FE1852
 FE1852                          SUPERSEDED SURVEY CONTROL
 FE1852
 FE1852  NGVD 29 (??/??/??)   75.482  (m)          247.64   (f) ADJUSTED    1 2
 FE1852
 FE1852.Superseded values are not recommended for survey control.
 FE1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1852.See file dsdata.txt to determine how the superseded data were derived.
 FE1852
 FE1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE326771(NAD 83)
 FE1852_MARKER: DB = BENCH MARK DISK
 FE1852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1852_SP_SET: CULVERT
 FE1852_STAMPING: Q 185 1956
 FE1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1852
 FE1852  HISTORY     - Date     Condition        Report By
 FE1852  HISTORY     - 1956     MONUMENTED       CGS
 FE1852  HISTORY     - 1987     GOOD             USPSQD
 FE1852  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1852
 FE1852                          STATION DESCRIPTION
 FE1852
 FE1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1852'2.6 MI SW FROM BLYTHEVILLE.
 FE1852'2.6 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FE1852'FROM THE CROSSING OF 21ST STREET (STATE HIGHWAY 18) AT
 FE1852'BLYTHEVILLE, BETWEEN TELEPHONE POLES NO. 155 AND 156, NORTHWEST
 FE1852'AND ACROSS HIGHWAY FROM POWER TRANSMISSION POLE NO. 101, 22 FEET
 FE1852'NORTHWEST OF CENTER LINE OF STATE HIGHWAY 18, 59 FEET SOUTHEAST
 FE1852'OF SOUTHEAST RAIL, IN THE TOP OF NORTHEAST END OF NORTHWEST HEAD
 FE1852'WALL OF A 5-FOOT CONCRETE CULVERT UNDER HIGHWAY AND ABOUT LEVEL
 FE1852'WITH HIGHWAY.
 FE1852
 FE1852                          STATION RECOVERY (1987)
 FE1852
 FE1852'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1852'RECOVERED IN GOOD CONDITION.
 FE1852
 FE1852                          STATION RECOVERY (2002)
 FE1852
 FE1852'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1852'THE STATION HAS BEEN DESTROYED DUE TO HWY WIDENING AND NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0171 ***********************************************************************
 GE0171  DESIGNATION -  Q 186
 GE0171  PID         -  GE0171
 GE0171  STATE/COUNTY-  AR/GREENE
 GE0171  USGS QUAD   -  CARDWELL (1983)
 GE0171
 GE0171                         *CURRENT SURVEY CONTROL
 GE0171  ___________________________________________________________________
 GE0171* NAD 83(1986)-  36 04 11.     (N)    090 21 41.     (W)     SCALED    
 GE0171* NAVD 88     -        76.160  (meters)     249.87   (feet)  ADJUSTED  
 GE0171  ___________________________________________________________________
 GE0171  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0171  DYNAMIC HT  -          76.097 (meters)     249.66  (feet)  COMP
 GE0171  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GE0171
 GE0171  VERT ORDER  -  FIRST     CLASS II
 GE0171
 GE0171.The horizontal coordinates were scaled from a topographic map and have
 GE0171.an estimated accuracy of +/- 6 seconds.
 GE0171
 GE0171.The orthometric height was determined by differential leveling
 GE0171.and adjusted by the National Geodetic Survey in June 1991..
 GE0171
 GE0171.The geoid height was determined by GEOID03.
 GE0171
 GE0171.The dynamic height is computed by dividing the NAVD 88
 GE0171.geopotential number by the normal gravity value computed on the
 GE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0171.degrees latitude (g = 980.6199 gals.).
 GE0171
 GE0171.The modeled gravity was interpolated from observed gravity values.
 GE0171
 GE0171;                    North         East    Units  Estimated Accuracy
 GE0171;SPC AR N     -   193,870.      547,600.      MT  (+/- 180 meters Scaled)
 GE0171
 GE0171                          SUPERSEDED SURVEY CONTROL
 GE0171
 GE0171  NGVD 29 (??/??/92)   76.152  (m)          249.84   (f) ADJ UNCH    1 2
 GE0171
 GE0171.Superseded values are not recommended for survey control.
 GE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0171.See file dsdata.txt to determine how the superseded data were derived.
 GE0171
 GE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV376949(NAD 83)
 GE0171_MARKER: DB = BENCH MARK DISK
 GE0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0171_SP_SET: PIER
 GE0171_STAMPING: Q 186 1956
 GE0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0171
 GE0171  HISTORY     - Date     Condition        Report By
 GE0171  HISTORY     - 1956     MONUMENTED       CGS
 GE0171  HISTORY     - 1961     POOR
 GE0171  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0171
 GE0171                          STATION DESCRIPTION
 GE0171
 GE0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0171'7.4 MI E FROM PARAGOULD.
 GE0171'ABOUT 7.45 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0171'FROM THE STATION AT PARAGOULD, ABOUT 0.9 MILE EAST OF ROAD
 GE0171'CROSSING AT BARD, BETWEEN TELEPHONE POLES NO. 109/24 AND 109/25,
 GE0171'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE PIER OF RAILROAD
 GE0171'TRESTLE NO. 109/77 OVER BIG SLOUGH DITCH, 8 3/4 FEET NORTH OF
 GE0171'NORTH RAIL, 0.7 FOOT SOUTH OF NORTH END OF PIER, 0.9 FOOT EAST
 GE0171'OF WEST EDGE OF PIER AND 3 1/2 FEET BELOW LEVEL OF TRACK.
 GE0171
 GE0171                          STATION RECOVERY (1961)
 GE0171
 GE0171'RECOVERED 1961
 GE0171'MARK RECOVERED IN POOR CONDITION.
 GE0171
 GE0171                          STATION RECOVERY (2002)
 GE0171
 GE0171'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0112 ***********************************************************************
 GE0112  DESIGNATION -  Q 187
 GE0112  PID         -  GE0112
 GE0112  STATE/COUNTY-  AR/GREENE
 GE0112  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0112
 GE0112                         *CURRENT SURVEY CONTROL
 GE0112  ___________________________________________________________________
 GE0112* NAD 83(1986)-  36 07 15.     (N)    090 26 01.     (W)     SCALED    
 GE0112* NAVD 88     -        82.946  (meters)     272.13   (feet)  ADJUSTED  
 GE0112  ___________________________________________________________________
 GE0112  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GE0112  DYNAMIC HT  -          82.877 (meters)     271.91  (feet)  COMP
 GE0112  MODELED GRAV-     979,806.5   (mgal)                       NAVD 88
 GE0112
 GE0112  VERT ORDER  -  FIRST     CLASS II
 GE0112
 GE0112.The horizontal coordinates were scaled from a topographic map and have
 GE0112.an estimated accuracy of +/- 6 seconds.
 GE0112
 GE0112.The orthometric height was determined by differential leveling
 GE0112.and adjusted by the National Geodetic Survey in June 1991..
 GE0112
 GE0112.The geoid height was determined by GEOID03.
 GE0112
 GE0112.The dynamic height is computed by dividing the NAVD 88
 GE0112.geopotential number by the normal gravity value computed on the
 GE0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0112.degrees latitude (g = 980.6199 gals.).
 GE0112
 GE0112.The modeled gravity was interpolated from observed gravity values.
 GE0112
 GE0112;                    North         East    Units  Estimated Accuracy
 GE0112;SPC AR N     -   199,430.      541,010.      MT  (+/- 180 meters Scaled)
 GE0112
 GE0112                          SUPERSEDED SURVEY CONTROL
 GE0112
 GE0112  NGVD 29 (??/??/92)   82.938  (m)          272.11   (f) ADJ UNCH    1 2
 GE0112
 GE0112.Superseded values are not recommended for survey control.
 GE0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0112.See file dsdata.txt to determine how the superseded data were derived.
 GE0112
 GE0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA309004(NAD 83)
 GE0112_MARKER: DB = BENCH MARK DISK
 GE0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0112_STAMPING: Q 187 1956
 GE0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0112+STABILITY: SURFACE MOTION
 GE0112
 GE0112  HISTORY     - Date     Condition        Report By
 GE0112  HISTORY     - 1956     MONUMENTED       CGS
 GE0112  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GE0112
 GE0112                          STATION DESCRIPTION
 GE0112
 GE0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0112'5.4 MI SW FROM MARMADUKE.
 GE0112'ABOUT 5.35 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0112'RAILWAY FROM THE STATION AT MARMADUKE, ABOUT 5.45 MILES NORTHEAST
 GE0112'OF THE STATION AT PARAGOULD, ABOUT 0.2 MILE SOUTHWEST OF MILE
 GE0112'POLE 98, AT ROAD CROSSING AT HALLIDAY, 52 FEET SOUTHEAST OF
 GE0112'SOUTHEAST RAIL, 59 FEET EAST OF CENTER OF CROSSING, 23 FEET
 GE0112'NORTHEAST OF CENTER LINE OF ROAD, 47 FEET SOUTHWEST OF POWER POLE
 GE0112'(REA CO-OP NO. 1L 85), 25 FEET SOUTH OF TELEPHONE POLE NO. 98/06,
 GE0112'8 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE
 GE0112'LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GE0112'5 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0112'PROJECTING 3 INCHES.
 GE0112
 GE0112                          STATION RECOVERY (2002)
 GE0112
 GE0112'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0120 ***********************************************************************
 GE0120  DESIGNATION -  Q 188
 GE0120  PID         -  GE0120
 GE0120  STATE/COUNTY-  AR/GREENE
 GE0120  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0120
 GE0120                         *CURRENT SURVEY CONTROL
 GE0120  ___________________________________________________________________
 GE0120* NAD 83(1986)-  36 05 02.     (N)    090 29 01.     (W)     SCALED    
 GE0120* NAVD 88     -        92.959  (meters)     304.98   (feet)  ADJUSTED  
 GE0120  ___________________________________________________________________
 GE0120  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GE0120  DYNAMIC HT  -          92.881 (meters)     304.73  (feet)  COMP
 GE0120  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 GE0120
 GE0120  VERT ORDER  -  FIRST     CLASS II
 GE0120
 GE0120.The horizontal coordinates were scaled from a topographic map and have
 GE0120.an estimated accuracy of +/- 6 seconds.
 GE0120
 GE0120.The orthometric height was determined by differential leveling
 GE0120.and adjusted by the National Geodetic Survey in June 1991..
 GE0120
 GE0120.The geoid height was determined by GEOID03.
 GE0120
 GE0120.The dynamic height is computed by dividing the NAVD 88
 GE0120.geopotential number by the normal gravity value computed on the
 GE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0120.degrees latitude (g = 980.6199 gals.).
 GE0120
 GE0120.The modeled gravity was interpolated from observed gravity values.
 GE0120
 GE0120;                    North         East    Units  Estimated Accuracy
 GE0120;SPC AR N     -   195,270.      536,570.      MT  (+/- 180 meters Scaled)
 GE0120
 GE0120                          SUPERSEDED SURVEY CONTROL
 GE0120
 GE0120  NGVD 29 (??/??/92)   92.949  (m)          304.95   (f) ADJ UNCH    1 2
 GE0120
 GE0120.Superseded values are not recommended for survey control.
 GE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0120.See file dsdata.txt to determine how the superseded data were derived.
 GE0120
 GE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV265961(NAD 83)
 GE0120_MARKER: DB = BENCH MARK DISK
 GE0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0120_SP_SET: PIER
 GE0120_STAMPING: Q 188 1956
 GE0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0120+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 GE0120
 GE0120  HISTORY     - Date     Condition        Report By
 GE0120  HISTORY     - 1956     MONUMENTED       CGS
 GE0120  HISTORY     - 20020502 GOOD             USACE
 GE0120
 GE0120                          STATION DESCRIPTION
 GE0120
 GE0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0120'2.4 MI N FROM PARAGOULD.
 GE0120'ABOUT 2.35 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0120'STATION AT PARAGOULD, ABOUT 0.2 MILE SOUTH OF MILE POLE 217, AT
 GE0120'OVERPASS OF STATE HIGHWAY 1 OVER THE TRACK, IN THE TOP OF
 GE0120'CONCRETE BASE OF THE FIRST SET OF PIERS WEST OF TRACK, 8 FEET
 GE0120'WEST OF WEST RAIL, 8 FEET NORTH OF SOUTH END OF PIER AND ABOUT
 GE0120'6 FEET ABOVE LEVEL OF TRACK.
 GE0120
 GE0120                          STATION RECOVERY (2002)
 GE0120
 GE0120'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0133 ***********************************************************************
 GE0133  DESIGNATION -  Q 189
 GE0133  PID         -  GE0133
 GE0133  STATE/COUNTY-  AR/CLAY
 GE0133  USGS QUAD   -  PIGGOTT (1984)
 GE0133
 GE0133                         *CURRENT SURVEY CONTROL
 GE0133  ___________________________________________________________________
 GE0133* NAD 83(1986)-  36 23 48.     (N)    090 12 18.     (W)     SCALED    
 GE0133* NAVD 88     -       121.127  (meters)     397.40   (feet)  ADJUSTED  
 GE0133  ___________________________________________________________________
 GE0133  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GE0133  DYNAMIC HT  -         121.027 (meters)     397.07  (feet)  COMP
 GE0133  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GE0133
 GE0133  VERT ORDER  -  FIRST     CLASS II
 GE0133
 GE0133.The horizontal coordinates were scaled from a topographic map and have
 GE0133.an estimated accuracy of +/- 6 seconds.
 GE0133
 GE0133.The orthometric height was determined by differential leveling
 GE0133.and adjusted by the National Geodetic Survey in June 1991..
 GE0133
 GE0133.The geoid height was determined by GEOID03.
 GE0133
 GE0133.The dynamic height is computed by dividing the NAVD 88
 GE0133.geopotential number by the normal gravity value computed on the
 GE0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0133.degrees latitude (g = 980.6199 gals.).
 GE0133
 GE0133.The modeled gravity was interpolated from observed gravity values.
 GE0133
 GE0133;                    North         East    Units  Estimated Accuracy
 GE0133;SPC AR N     -   230,390.      561,030.      MT  (+/- 180 meters Scaled)
 GE0133
 GE0133                          SUPERSEDED SURVEY CONTROL
 GE0133
 GE0133  NGVD 29 (??/??/92)  121.116  (m)          397.36   (f) ADJ UNCH    1 2
 GE0133
 GE0133.Superseded values are not recommended for survey control.
 GE0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0133.See file dsdata.txt to determine how the superseded data were derived.
 GE0133
 GE0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA506315(NAD 83)
 GE0133_MARKER: DB = BENCH MARK DISK
 GE0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0133_STAMPING: Q 189 1956
 GE0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0133+STABILITY: SURFACE MOTION
 GE0133
 GE0133  HISTORY     - Date     Condition        Report By
 GE0133  HISTORY     - 1956     MONUMENTED       CGS
 GE0133  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GE0133
 GE0133                          STATION DESCRIPTION
 GE0133
 GE0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0133'1.4 MI NW FROM PIGGOTT.
 GE0133'ABOUT 1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 62 FROM THE POST
 GE0133'OFFICE AT PIGGOTT, NEAR THE TOP OF A LONG GRADE DECENDING
 GE0133'NORTHWEST, 36 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 202
 GE0133'FEET WEST-NORTHWEST OF WEST CORNER OF A WHITE FRAME HOUSE, 146
 GE0133'FEET NORTHEAST AND ACROSS HIGHWAY FROM NORTH CORNER OF A 1-STORY
 GE0133'BRICK HOUSE, 29 FEET NORTH OF CENTER LINE OF A DRIVE EAST TO
 GE0133'FRAME HOUSE, 19 FEET NORTHEAST OF NORTHWEST END OF A 24-INCH
 GE0133'METAL PIPE CULVERT UNDER DRIVE EAST, 5 1/2 FEET NORTHWEST OF A
 GE0133'FENCE CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE, 2 1/2 FEET
 GE0133'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW
 GE0133'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0133'2 INCHES.
 GE0133
 GE0133                          STATION RECOVERY (2002)
 GE0133
 GE0133'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0133'TO STATION IS ASSUMED DESTROYED DUE TO HWY. 62 WIDENED AND DRAIN TILE
 GE0133'REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1039 ***********************************************************************
 FG1039  DESIGNATION -  Q 19
 FG1039  PID         -  FG1039
 FG1039  STATE/COUNTY-  AR/JOHNSON
 FG1039  USGS QUAD   -  CLARKSVILLE (1993)
 FG1039
 FG1039                         *CURRENT SURVEY CONTROL
 FG1039  ___________________________________________________________________
 FG1039* NAD 83(1986)-  35 28 18.     (N)    093 28 09.     (W)     SCALED    
 FG1039* NAVD 88     -       115.649  (meters)     379.43   (feet)  ADJUSTED  
 FG1039  ___________________________________________________________________
 FG1039  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FG1039  DYNAMIC HT  -         115.543 (meters)     379.08  (feet)  COMP
 FG1039  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 FG1039
 FG1039  VERT ORDER  -  FIRST     CLASS II
 FG1039
 FG1039.The horizontal coordinates were scaled from a topographic map and have
 FG1039.an estimated accuracy of +/- 6 seconds.
 FG1039
 FG1039.The orthometric height was determined by differential leveling
 FG1039.and adjusted by the National Geodetic Survey in June 1991..
 FG1039
 FG1039.The geoid height was determined by GEOID03.
 FG1039
 FG1039.The dynamic height is computed by dividing the NAVD 88
 FG1039.geopotential number by the normal gravity value computed on the
 FG1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1039.degrees latitude (g = 980.6199 gals.).
 FG1039
 FG1039.The modeled gravity was interpolated from observed gravity values.
 FG1039
 FG1039;                    North         East    Units  Estimated Accuracy
 FG1039;SPC AR N     -   127,280.      266,670.      MT  (+/- 180 meters Scaled)
 FG1039
 FG1039                          SUPERSEDED SURVEY CONTROL
 FG1039
 FG1039  NGVD 29 (??/??/92)  115.630  (m)          379.36   (f) ADJ UNCH    1 2
 FG1039
 FG1039.Superseded values are not recommended for survey control.
 FG1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1039.See file dsdata.txt to determine how the superseded data were derived.
 FG1039
 FG1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV574254(NAD 83)
 FG1039_MARKER: DB = BENCH MARK DISK
 FG1039_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FG1039_STAMPING: 379.363 Q 19 1932
 FG1039_MARK LOGO: CGS   
 FG1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1039+STABILITY: POSITION/ELEVATION WELL
 FG1039
 FG1039  HISTORY     - Date     Condition        Report By
 FG1039  HISTORY     - 1932     MONUMENTED       CGS
 FG1039  HISTORY     - 1984     GOOD             NGS
 FG1039  HISTORY     - 1987     GOOD             USPSQD
 FG1039  HISTORY     - 1987     GOOD             USPSQD
 FG1039  HISTORY     - 1988     GOOD             USPSQD
 FG1039  HISTORY     - 1989     GOOD             USPSQD
 FG1039  HISTORY     - 1990     GOOD             USPSQD
 FG1039
 FG1039                          STATION DESCRIPTION
 FG1039
 FG1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG1039'IN CLARKSVILLE.
 FG1039'AT CLARKSVILLE, JOHNSON COUNTY, IN THE FRONT (WEST) WALL OF THE
 FG1039'MISSOURI PACIFIC RAILROAD STATION, 1 FOOT NORTH OF THE SOUTHWEST
 FG1039'CORNER OF THE OPERATING ROOM, AND ABOUT 5 FEET HIGHER THAN THE
 FG1039'PLATFORM.  A STANDARD DISK, STAMPED 379.363 Q 19 1932 AND SET
 FG1039'VERTICALLY.
 FG1039
 FG1039                          STATION RECOVERY (1984)
 FG1039
 FG1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1039'RECOVERED IN GOOD CONDITION.  NOTE, RAILROAD STATION IS NOW THE
 FG1039'CHAMBER OF COMMERCE OFFICE.
 FG1039
 FG1039                          STATION RECOVERY (1987)
 FG1039
 FG1039'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1039'RECOVERED IN GOOD CONDITION.
 FG1039
 FG1039                          STATION RECOVERY (1987)
 FG1039
 FG1039'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1039'RECOVERED IN GOOD CONDITION.
 FG1039
 FG1039                          STATION RECOVERY (1988)
 FG1039
 FG1039'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1039'RECOVERED IN GOOD CONDITION.
 FG1039
 FG1039                          STATION RECOVERY (1989)
 FG1039
 FG1039'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1039'RECOVERED IN GOOD CONDITION.
 FG1039
 FG1039                          STATION RECOVERY (1990)
 FG1039
 FG1039'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0256 ***********************************************************************
 GE0256  DESIGNATION -  Q 190
 GE0256  PID         -  GE0256
 GE0256  STATE/COUNTY-  AR/CLAY
 GE0256  USGS QUAD   -  CORNING (1964)
 GE0256
 GE0256                         *CURRENT SURVEY CONTROL
 GE0256  ___________________________________________________________________
 GE0256* NAD 83(1986)-  36 28 35.     (N)    090 31 51.     (W)     SCALED    
 GE0256* NAVD 88     -        90.687  (meters)     297.53   (feet)  ADJUSTED  
 GE0256  ___________________________________________________________________
 GE0256  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GE0256  DYNAMIC HT  -          90.614 (meters)     297.29  (feet)  COMP
 GE0256  MODELED GRAV-     979,827.1   (mgal)                       NAVD 88
 GE0256
 GE0256  VERT ORDER  -  FIRST     CLASS II
 GE0256
 GE0256.The horizontal coordinates were scaled from a topographic map and have
 GE0256.an estimated accuracy of +/- 6 seconds.
 GE0256
 GE0256.The orthometric height was determined by differential leveling
 GE0256.and adjusted by the National Geodetic Survey in June 1991..
 GE0256
 GE0256.The geoid height was determined by GEOID03.
 GE0256
 GE0256.The dynamic height is computed by dividing the NAVD 88
 GE0256.geopotential number by the normal gravity value computed on the
 GE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0256.degrees latitude (g = 980.6199 gals.).
 GE0256
 GE0256.The modeled gravity was interpolated from observed gravity values.
 GE0256
 GE0256;                    North         East    Units  Estimated Accuracy
 GE0256;SPC AR N     -   238,750.      531,670.      MT  (+/- 180 meters Scaled)
 GE0256
 GE0256                          SUPERSEDED SURVEY CONTROL
 GE0256
 GE0256  NGVD 29 (??/??/92)   90.676  (m)          297.49   (f) ADJ UNCH    1 2
 GE0256
 GE0256.Superseded values are not recommended for survey control.
 GE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0256.See file dsdata.txt to determine how the superseded data were derived.
 GE0256
 GE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA212396(NAD 83)
 GE0256_MARKER: DB = BENCH MARK DISK
 GE0256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0256_SP_SET: 48 FEET
 GE0256_STAMPING: Q 190 1956
 GE0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0256
 GE0256  HISTORY     - Date     Condition        Report By
 GE0256  HISTORY     - 1956     MONUMENTED       CGS
 GE0256  HISTORY     - 20020323 MARK NOT FOUND   USACE
 GE0256
 GE0256                          STATION DESCRIPTION
 GE0256
 GE0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0256'0.4 MI SE FROM MOARK.
 GE0256'0.4 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0256'STATION AT MOARK, ACROSS TRACK FROM TELEPHONE POLE NO. 186/28,
 GE0256'46 FEET WEST-NORTHWEST OF NEAR RAIL OF MAIN TRACK, 240 FEET
 GE0256'NORTH OF CENTER OF CROSSING OF MAIN TRACK AND A ROAD, 49 FEET
 GE0256'EAST OF CENTER LINE OF A ROAD AT A POINT WHERE ROAD TURNS AWAY
 GE0256'FROM TRACK AND PARALLELS THE TRACK TO THE SOUTH-SOUTHWEST, 66
 GE0256'FEET EAST AND ACROSS ROAD FROM TELEPHONE POLE NO. 7926, 6 1/2
 GE0256'FEET NORTH-NORTHEAST OF A FENCE CORNER, 1 FOOT EAST-SOUTHEAST
 GE0256'OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 GE0256'ABOUT 5 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A
 GE0256'COPPER-COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A
 GE0256'4-INCH TILE PROJECTING 5 INCHES.  THE ROD IS DRIVEN TO A DEPTH
 GE0256'OF 48-FEET.
 GE0256
 GE0256                          STATION RECOVERY (2002)
 GE0256
 GE0256'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0256'THE STATION IS PRESUMED DESTROYED DUE TO STEM FOUND WITH MEASUREMENTS.
 GE0256'(ASSUMED BM STEM)  NOW UNDER DIRT FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0392 ***********************************************************************
 DL0392  DESIGNATION -  Q 192 X
 DL0392  PID         -  DL0392
 DL0392  STATE/COUNTY-  AR/CLARK
 DL0392  USGS QUAD   -  GURDON (1970)
 DL0392
 DL0392                         *CURRENT SURVEY CONTROL
 DL0392  ___________________________________________________________________
 DL0392* NAD 83(1986)-  33 53 53.     (N)    093 08 53.     (W)     SCALED    
 DL0392* NAVD 88     -        71.019  (meters)     233.00   (feet)  ADJUSTED  
 DL0392  ___________________________________________________________________
 DL0392  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DL0392  DYNAMIC HT  -          70.948 (meters)     232.77  (feet)  COMP
 DL0392  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 DL0392
 DL0392  VERT ORDER  -  FIRST     CLASS II
 DL0392
 DL0392.The horizontal coordinates were scaled from a topographic map and have
 DL0392.an estimated accuracy of +/- 6 seconds.
 DL0392
 DL0392.The orthometric height was determined by differential leveling
 DL0392.and adjusted by the National Geodetic Survey in June 1991..
 DL0392
 DL0392.The geoid height was determined by GEOID03.
 DL0392
 DL0392.The dynamic height is computed by dividing the NAVD 88
 DL0392.geopotential number by the normal gravity value computed on the
 DL0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0392.degrees latitude (g = 980.6199 gals.).
 DL0392
 DL0392.The modeled gravity was interpolated from observed gravity values.
 DL0392
 DL0392;                    North         East    Units  Estimated Accuracy
 DL0392;SPC AR S     -   537,170.      293,820.      MT  (+/- 180 meters Scaled)
 DL0392
 DL0392                          SUPERSEDED SURVEY CONTROL
 DL0392
 DL0392  NGVD 29 (??/??/92)   71.026  (m)          233.02   (f) ADJ UNCH    1 2
 DL0392
 DL0392.Superseded values are not recommended for survey control.
 DL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0392.See file dsdata.txt to determine how the superseded data were derived.
 DL0392
 DL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT863508(NAD 83)
 DL0392_MARKER: DB = BENCH MARK DISK
 DL0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0392_SP_SET: CULVERT
 DL0392_STAMPING: Q 192 X 1959
 DL0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0392
 DL0392  HISTORY     - Date     Condition        Report By
 DL0392  HISTORY     - 1959     MONUMENTED       CGS
 DL0392  HISTORY     - 1964     GOOD             NGS
 DL0392  HISTORY     - 19980426 GOOD             USPSQD
 DL0392
 DL0392                          STATION DESCRIPTION
 DL0392
 DL0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DL0392'1.7 MI SE FROM GURDON.
 DL0392'ABOUT 0.3 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0392'STATION AT GURDON, THENCE 1.4 MILE SOUTHEAST ALONG A BRANCH LINE OF
 DL0392'THE MISSOURI PACIFIC RAILROAD, 0.3 MILE SOUTHEAST OF A CROSSING WITH
 DL0392'STATE HIGHWAY 53, 3/4 POLE NORTHWEST OF MILEPOST 428, SET IN THE TOP
 DL0392'AND CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF A BOX CULVERT, 10
 DL0392'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND ABOUT 2
 DL0392'FEET BELOW THE TRACKS.
 DL0392
 DL0392                          STATION RECOVERY (1964)
 DL0392
 DL0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0392'RECOVERED IN GOOD CONDITION.
 DL0392
 DL0392                          STATION RECOVERY (1998)
 DL0392
 DL0392'RECOVERY NOTE BY US POWER SQUADRON 1998
 DL0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0422 ***********************************************************************
 DL0422  DESIGNATION -  Q 193 X
 DL0422  PID         -  DL0422
 DL0422  STATE/COUNTY-  AR/OUACHITA
 DL0422  USGS QUAD   -  CHIDESTER (1973)
 DL0422
 DL0422                         *CURRENT SURVEY CONTROL
 DL0422  ___________________________________________________________________
 DL0422* NAD 83(1986)-  33 41 24.     (N)    093 00 29.     (W)     SCALED    
 DL0422* NAVD 88     -        65.695  (meters)     215.53   (feet)  ADJUSTED  
 DL0422  ___________________________________________________________________
 DL0422  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0422  DYNAMIC HT  -          65.627 (meters)     215.31  (feet)  COMP
 DL0422  MODELED GRAV-     979,609.5   (mgal)                       NAVD 88
 DL0422
 DL0422  VERT ORDER  -  FIRST     CLASS II
 DL0422
 DL0422.The horizontal coordinates were scaled from a topographic map and have
 DL0422.an estimated accuracy of +/- 6 seconds.
 DL0422
 DL0422.The orthometric height was determined by differential leveling
 DL0422.and adjusted by the National Geodetic Survey in June 1991..
 DL0422
 DL0422.The geoid height was determined by GEOID03.
 DL0422
 DL0422.The dynamic height is computed by dividing the NAVD 88
 DL0422.geopotential number by the normal gravity value computed on the
 DL0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0422.degrees latitude (g = 980.6199 gals.).
 DL0422
 DL0422.The modeled gravity was interpolated from observed gravity values.
 DL0422
 DL0422;                    North         East    Units  Estimated Accuracy
 DL0422;SPC AR S     -   513,960.      306,540.      MT  (+/- 180 meters Scaled)
 DL0422
 DL0422                          SUPERSEDED SURVEY CONTROL
 DL0422
 DL0422  NGVD 29 (??/??/92)   65.712  (m)          215.59   (f) ADJ UNCH    1 2
 DL0422
 DL0422.Superseded values are not recommended for survey control.
 DL0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0422.See file dsdata.txt to determine how the superseded data were derived.
 DL0422
 DL0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT992277(NAD 83)
 DL0422_MARKER: DB = BENCH MARK DISK
 DL0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0422_SP_SET: CULVERT
 DL0422_STAMPING: Q 193 X 1959
 DL0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0422
 DL0422  HISTORY     - Date     Condition        Report By
 DL0422  HISTORY     - 1959     MONUMENTED       CGS
 DL0422  HISTORY     - 1960     GOOD             NGS
 DL0422  HISTORY     - 1964     GOOD             NGS
 DL0422
 DL0422                          STATION DESCRIPTION
 DL0422
 DL0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0422'1.3 MI SE FROM CHIDESTER.
 DL0422'ABOUT 1.3 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0422'POST OFFICE AT CHIDESTER, IN SECTION 13, T 12 S, R 19 W, 4 POLES EAST
 DL0422'OF MILEPOLE 446, SET IN THE TOP AND CENTER OF THE SOUTH CONCRETE
 DL0422'HEADWALL OF A SMALL BOX CULVERT, 3 POLES EAST OF A CURVE, 10 1/2 FEET
 DL0422'SOUTH OF THE SOUTH RAIL, AND ABOUT 1 1/2 FEET BELOW THE TRACKS.
 DL0422
 DL0422                          STATION RECOVERY (1964)
 DL0422
 DL0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0194 ***********************************************************************
 DL0194  DESIGNATION -  Q 196
 DL0194  PID         -  DL0194
 DL0194  STATE/COUNTY-  AR/OUACHITA
 DL0194  USGS QUAD   -  LOUANN (1985)
 DL0194
 DL0194                         *CURRENT SURVEY CONTROL
 DL0194  ___________________________________________________________________
 DL0194* NAD 83(1986)-  33 29 24.     (N)    092 47 13.     (W)     SCALED    
 DL0194* NAVD 88     -        61.543  (meters)     201.91   (feet)  ADJUSTED  
 DL0194  ___________________________________________________________________
 DL0194  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0194  DYNAMIC HT  -          61.480 (meters)     201.71  (feet)  COMP
 DL0194  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 DL0194
 DL0194  VERT ORDER  -  FIRST     CLASS II
 DL0194
 DL0194.The horizontal coordinates were scaled from a topographic map and have
 DL0194.an estimated accuracy of +/- 6 seconds.
 DL0194
 DL0194.The orthometric height was determined by differential leveling
 DL0194.and adjusted by the National Geodetic Survey in June 1991..
 DL0194
 DL0194.The geoid height was determined by GEOID03.
 DL0194
 DL0194.The dynamic height is computed by dividing the NAVD 88
 DL0194.geopotential number by the normal gravity value computed on the
 DL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0194.degrees latitude (g = 980.6199 gals.).
 DL0194
 DL0194.The modeled gravity was interpolated from observed gravity values.
 DL0194
 DL0194;                    North         East    Units  Estimated Accuracy
 DL0194;SPC AR S     -   491,600.      326,870.      MT  (+/- 180 meters Scaled)
 DL0194
 DL0194                          SUPERSEDED SURVEY CONTROL
 DL0194
 DL0194  NGVD 29 (??/??/92)   61.574  (m)          202.01   (f) ADJ UNCH    1 2
 DL0194
 DL0194.Superseded values are not recommended for survey control.
 DL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0194.See file dsdata.txt to determine how the superseded data were derived.
 DL0194
 DL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT197056(NAD 83)
 DL0194_MARKER: DB = BENCH MARK DISK
 DL0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0194_STAMPING: Q 196 1960
 DL0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0194+STABILITY: SURFACE MOTION
 DL0194
 DL0194  HISTORY     - Date     Condition        Report By
 DL0194  HISTORY     - 1960     MONUMENTED       CGS
 DL0194
 DL0194                          STATION DESCRIPTION
 DL0194
 DL0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0194'7.3 MI SE FROM CAMDEN.
 DL0194'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0194'THE STATION AT CAMDEN, THENCE 3.95 MILES SOUTHEAST ALONG AN ASPHALT
 DL0194'ROAD, IN SECTION 19, T 14 S, R 16 W, NEAR THE SOUTH EDGE OF A HILL, 55
 DL0194'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 55 FEET EAST-NORTHEAST
 DL0194'OF THE EAST CORNER OF A WHITE FARMHOUSE, 39 FEET SOUTHEAST OF THE
 DL0194'SOUTHEAST EDGE OF A SIDEWALK, 28 FEET SOUTH OF A 18-INCH OAK TREE, 18
 DL0194'FEET SOUTHWEST OF A 14-INCH OAK TREE, 2 FEET NORTH OF A FENCE, ABOUT
 DL0194'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DL0194'GROUND.  NOTE-- THE WHITE HOUSE, MENTIONED IN DESCRIPTION, HAS BURNED
 DL0194'DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0364 ***********************************************************************
 DL0364  DESIGNATION -  Q 197
 DL0364  PID         -  DL0364
 DL0364  STATE/COUNTY-  AR/OUACHITA
 DL0364  USGS QUAD   -  HARMONY GROVE (1985)
 DL0364
 DL0364                         *CURRENT SURVEY CONTROL
 DL0364  ___________________________________________________________________
 DL0364* NAD 83(1986)-  33 38 32.     (N)    092 47 22.     (W)     SCALED    
 DL0364* NAVD 88     -        35.653  (meters)     116.97   (feet)  ADJUSTED  
 DL0364  ___________________________________________________________________
 DL0364  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0364  DYNAMIC HT  -          35.616 (meters)     116.85  (feet)  COMP
 DL0364  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 DL0364
 DL0364  VERT ORDER  -  FIRST     CLASS II
 DL0364
 DL0364.The horizontal coordinates were scaled from a topographic map and have
 DL0364.an estimated accuracy of +/- 6 seconds.
 DL0364
 DL0364.The orthometric height was determined by differential leveling
 DL0364.and adjusted by the National Geodetic Survey in June 1991..
 DL0364
 DL0364.The geoid height was determined by GEOID03.
 DL0364
 DL0364.The dynamic height is computed by dividing the NAVD 88
 DL0364.geopotential number by the normal gravity value computed on the
 DL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0364.degrees latitude (g = 980.6199 gals.).
 DL0364
 DL0364.The modeled gravity was interpolated from observed gravity values.
 DL0364
 DL0364;                    North         East    Units  Estimated Accuracy
 DL0364;SPC AR S     -   508,480.      326,770.      MT  (+/- 180 meters Scaled)
 DL0364
 DL0364                          SUPERSEDED SURVEY CONTROL
 DL0364
 DL0364  NGVD 29 (??/??/92)   35.687  (m)          117.08   (f) ADJ UNCH    1 2
 DL0364
 DL0364.Superseded values are not recommended for survey control.
 DL0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0364.See file dsdata.txt to determine how the superseded data were derived.
 DL0364
 DL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT195225(NAD 83)
 DL0364_MARKER: DB = BENCH MARK DISK
 DL0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0364_STAMPING: Q 197 1960
 DL0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0364+STABILITY: SURFACE MOTION
 DL0364
 DL0364  HISTORY     - Date     Condition        Report By
 DL0364  HISTORY     - 1960     MONUMENTED       CGS
 DL0364  HISTORY     - 1964     GOOD             NGS
 DL0364  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 DL0364
 DL0364                          STATION DESCRIPTION
 DL0364
 DL0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0364'0.9 MI SW FROM HARMONY GROVE.
 DL0364'ABOUT 0.9 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE AT
 DL0364'HARMONY GROVE, IN SECTION 31, T 12 S, R 16 W, 0.8 MILE NORTHEAST OF
 DL0364'THE JUNCTION WITH STATE HIGHWAY 7, 334 FEET NORTHWEST OF THE CENTER
 DL0364'LINE OF THE NORTHWEST RAIL OF THE ST. LOUIS SOUTHWESTERN RAILROAD, 251
 DL0364'FEET NORTHWEST OF THE NORTHWEST CORNER OF A TAN BRICK BUILDING (BELL
 DL0364'TELEPHONE CABLE CONTROL BUILDING), 61 FEET SOUTHEAST OF THE CENTER
 DL0364'LINE OF THE ROAD, 77 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD,
 DL0364'34 FEET EAST OF A 24-INCH HACKBERRY TREE, 13 FEET WEST-NORTHWEST OF A
 DL0364'12-INCH CEDAR TREE, ABOUT LEVEL WITH THE ROAD, IN THE TOP OF A
 DL0364'CONCRETE POST PROJECTING 8 INCHES.
 DL0364
 DL0364                          STATION RECOVERY (1964)
 DL0364
 DL0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0364'RECOVERED IN GOOD CONDITION.
 DL0364
 DL0364                          STATION RECOVERY (2006)
 DL0364
 DL0364'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DL0364'BULLDOZER WORK IN THE AREA, MOST LIKLEY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0227 ***********************************************************************
 DL0227  DESIGNATION -  Q 198
 DL0227  PID         -  DL0227
 DL0227  STATE/COUNTY-  AR/UNION
 DL0227  USGS QUAD   -  SMACKOVER (1985)
 DL0227
 DL0227                         *CURRENT SURVEY CONTROL
 DL0227  ___________________________________________________________________
 DL0227* NAD 83(1986)-  33 19 04.     (N)    092 39 13.     (W)     SCALED    
 DL0227* NAVD 88     -        51.549  (meters)     169.12   (feet)  ADJUSTED  
 DL0227  ___________________________________________________________________
 DL0227  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0227  DYNAMIC HT  -          51.494 (meters)     168.94  (feet)  COMP
 DL0227  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 DL0227
 DL0227  VERT ORDER  -  FIRST     CLASS II
 DL0227
 DL0227.The horizontal coordinates were scaled from a topographic map and have
 DL0227.an estimated accuracy of +/- 6 seconds.
 DL0227
 DL0227.The orthometric height was determined by differential leveling
 DL0227.and adjusted by the National Geodetic Survey in June 1991..
 DL0227
 DL0227.The geoid height was determined by GEOID03.
 DL0227
 DL0227.The dynamic height is computed by dividing the NAVD 88
 DL0227.geopotential number by the normal gravity value computed on the
 DL0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0227.degrees latitude (g = 980.6199 gals.).
 DL0227
 DL0227.The modeled gravity was interpolated from observed gravity values.
 DL0227
 DL0227;                    North         East    Units  Estimated Accuracy
 DL0227;SPC AR S     -   472,410.      339,140.      MT  (+/- 180 meters Scaled)
 DL0227
 DL0227                          SUPERSEDED SURVEY CONTROL
 DL0227
 DL0227  NGVD 29 (??/??/92)   51.585  (m)          169.24   (f) ADJ UNCH    1 2
 DL0227
 DL0227.Superseded values are not recommended for survey control.
 DL0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0227.See file dsdata.txt to determine how the superseded data were derived.
 DL0227
 DL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322865(NAD 83)
 DL0227_MARKER: DB = BENCH MARK DISK
 DL0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0227_STAMPING: Q 198 1960
 DL0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0227+STABILITY: SURFACE MOTION
 DL0227
 DL0227  HISTORY     - Date     Condition        Report By
 DL0227  HISTORY     - 1960     MONUMENTED       CGS
 DL0227  HISTORY     - 1964     GOOD             NGS
 DL0227
 DL0227                          STATION DESCRIPTION
 DL0227
 DL0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0227'0.5 MI E FROM NORPHLET.
 DL0227'ABOUT 0.5 MILE EAST ALONG AN ASPHALT ROAD FROM THE MISSOURI PACIFIC
 DL0227'RAILROAD STATION AT NORPHLET, IN SECTION 21, T 16 S, R 15 W, ON THE
 DL0227'CREST OF A SMALL HILL, 0.1 MILE SOUTHWEST OF A FARMHOUSE, 66 FEET
 DL0227'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 111 FEET SOUTHEAST OF AND
 DL0227'ACROSS THE ROAD FROM A POWER POLE, IN LINE WITH A ROW OF POWER POLES
 DL0227'CROSSING OVER THE ROAD, 38 FEET SOUTHEAST OF A TELEPHONE POLE, 59 FEET
 DL0227'WEST OF A 15-INCH OAK TREE, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 DL0227'POST, ABOUT 3 FEET ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DL0227'PROJECTING 6 INCHES.
 DL0227
 DL0227                          STATION RECOVERY (1964)
 DL0227
 DL0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0846 ***********************************************************************
 DL0846  DESIGNATION -  Q 199
 DL0846  PID         -  DL0846
 DL0846  STATE/COUNTY-  AR/LAFAYETTE
 DL0846  USGS QUAD   -  DODDRIDGE NE (1975)
 DL0846
 DL0846                         *CURRENT SURVEY CONTROL
 DL0846  ___________________________________________________________________
 DL0846* NAD 83(1986)-  33 07 45.     (N)    093 45 41.     (W)     SCALED    
 DL0846* NAVD 88     -        63.518  (meters)     208.39   (feet)  ADJUSTED  
 DL0846  ___________________________________________________________________
 DL0846  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL0846  DYNAMIC HT  -          63.449 (meters)     208.17  (feet)  COMP
 DL0846  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 DL0846
 DL0846  VERT ORDER  -  FIRST     CLASS II
 DL0846
 DL0846.The horizontal coordinates were scaled from a topographic map and have
 DL0846.an estimated accuracy of +/- 6 seconds.
 DL0846
 DL0846.The orthometric height was determined by differential leveling
 DL0846.and adjusted by the National Geodetic Survey in June 1991..
 DL0846
 DL0846.The geoid height was determined by GEOID03.
 DL0846
 DL0846.The dynamic height is computed by dividing the NAVD 88
 DL0846.geopotential number by the normal gravity value computed on the
 DL0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0846.degrees latitude (g = 980.6199 gals.).
 DL0846
 DL0846.The modeled gravity was interpolated from observed gravity values.
 DL0846
 DL0846;                    North         East    Units  Estimated Accuracy
 DL0846;SPC AR S     -   452,710.      235,630.      MT  (+/- 180 meters Scaled)
 DL0846
 DL0846                          SUPERSEDED SURVEY CONTROL
 DL0846
 DL0846  NGVD 29 (??/??/92)   63.580  (m)          208.60   (f) ADJ UNCH    1 2
 DL0846
 DL0846.Superseded values are not recommended for survey control.
 DL0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0846.See file dsdata.txt to determine how the superseded data were derived.
 DL0846
 DL0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS289658(NAD 83)
 DL0846_MARKER: DB = BENCH MARK DISK
 DL0846_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0846_SP_SET: 56 FT.
 DL0846_STAMPING: Q 199 1960
 DL0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0846
 DL0846  HISTORY     - Date     Condition        Report By
 DL0846  HISTORY     - 1960     MONUMENTED       CGS
 DL0846  HISTORY     - 1963     GOOD             NGS
 DL0846
 DL0846                          STATION DESCRIPTION
 DL0846
 DL0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0846'8.3 MI W FROM BRADLEY.
 DL0846'ABOUT 8.3 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0846'SOUTHWESTERN RAILWAY STATION AT BRADLEY, 184 FEET SOUTH OF THE CENTER
 DL0846'LINE OF THE HIGHWAY, AT A FARMHOUSE, 104 FEET EAST OF THE CENTER LINE
 DL0846'OF A NORTH-SOUTH GRAVEL ROAD, 33.4 FEET SOUTHWEST OF SOUTHWEST CORNER
 DL0846'OF A FARMHOUSE, 1 1/2 FEET WEST OF A TELEPHONE POLE, AND ON THE TOP OF
 DL0846'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET, AND
 DL0846'IS ENCASED IN A 6-INCH TILE FLUSH WITH THE GROUND.
 DL0846
 DL0846                          STATION RECOVERY (1963)
 DL0846
 DL0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0314 ***********************************************************************
 GE0314  DESIGNATION -  Q 2
 GE0314  PID         -  GE0314
 GE0314  STATE/COUNTY-  AR/LAWRENCE
 GE0314  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0314
 GE0314                         *CURRENT SURVEY CONTROL
 GE0314  ___________________________________________________________________
 GE0314* NAD 83(1986)-  36 03 34.     (N)    090 59 37.     (W)     SCALED    
 GE0314* NAVD 88     -        81.987  (meters)     268.99   (feet)  ADJUSTED  
 GE0314  ___________________________________________________________________
 GE0314  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GE0314  DYNAMIC HT  -          81.920 (meters)     268.77  (feet)  COMP
 GE0314  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 GE0314
 GE0314  VERT ORDER  -  FIRST     CLASS II
 GE0314
 GE0314.The horizontal coordinates were scaled from a topographic map and have
 GE0314.an estimated accuracy of +/- 6 seconds.
 GE0314
 GE0314.The orthometric height was determined by differential leveling
 GE0314.and adjusted by the National Geodetic Survey in June 1991..
 GE0314
 GE0314.The geoid height was determined by GEOID03.
 GE0314
 GE0314.The dynamic height is computed by dividing the NAVD 88
 GE0314.geopotential number by the normal gravity value computed on the
 GE0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0314.degrees latitude (g = 980.6199 gals.).
 GE0314
 GE0314.The modeled gravity was interpolated from observed gravity values.
 GE0314
 GE0314;                    North         East    Units  Estimated Accuracy
 GE0314;SPC AR N     -   191,970.      490,670.      MT  (+/- 180 meters Scaled)
 GE0314
 GE0314                          SUPERSEDED SURVEY CONTROL
 GE0314
 GE0314  NGVD 29 (??/??/92)   81.899  (m)          268.70   (f) ADJ UNCH    1 2
 GE0314
 GE0314.Superseded values are not recommended for survey control.
 GE0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0314.See file dsdata.txt to determine how the superseded data were derived.
 GE0314
 GE0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV807924(NAD 83)
 GE0314_MARKER: DB = BENCH MARK DISK
 GE0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0314_STAMPING: 268.697 Q 2 1928
 GE0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0314+STABILITY: SURFACE MOTION
 GE0314
 GE0314  HISTORY     - Date     Condition        Report By
 GE0314  HISTORY     - 1928     MONUMENTED       CGS
 GE0314  HISTORY     - 1944     GOOD             NGS
 GE0314  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0314
 GE0314                          STATION DESCRIPTION
 GE0314
 GE0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GE0314'1.4 MI NW FROM HOXIE.
 GE0314'1.4 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0314'FROM THE STATION AT HOXIE, LAWRENCE COUNTY, OPPOSITE POLE 396/25,
 GE0314'AT A ROAD CROSSING, 44 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 GE0314'TRACK, AND 35 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 GE0314'DISK, STAMPED 268.697 Q 2 1928 AND SET IN THE TOP OF A CONCRETE
 GE0314'POST, PROJECTING 5 INCHES ABOVE GROUND.
 GE0314
 GE0314                          STATION RECOVERY (1992)
 GE0314
 GE0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0314'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0129 ***********************************************************************
 FH0129  DESIGNATION -  Q 20
 FH0129  PID         -  FH0129
 FH0129  STATE/COUNTY-  AR/SCOTT
 FH0129  USGS QUAD   -  ABBOTT (1987)
 FH0129
 FH0129                         *CURRENT SURVEY CONTROL
 FH0129  ___________________________________________________________________
 FH0129* NAD 83(1986)-  35 04 28.     (N)    094 11 43.     (W)     SCALED    
 FH0129* NAVD 88     -       190.262  (meters)     624.22   (feet)  ADJUSTED  
 FH0129  ___________________________________________________________________
 FH0129  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FH0129  DYNAMIC HT  -         190.071 (meters)     623.59  (feet)  COMP
 FH0129  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 FH0129
 FH0129  VERT ORDER  -  FIRST     CLASS II
 FH0129
 FH0129.The horizontal coordinates were scaled from a topographic map and have
 FH0129.an estimated accuracy of +/- 6 seconds.
 FH0129
 FH0129.The orthometric height was determined by differential leveling
 FH0129.and adjusted by the National Geodetic Survey in June 1991..
 FH0129
 FH0129.The geoid height was determined by GEOID03.
 FH0129
 FH0129.The dynamic height is computed by dividing the NAVD 88
 FH0129.geopotential number by the normal gravity value computed on the
 FH0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0129.degrees latitude (g = 980.6199 gals.).
 FH0129
 FH0129.The modeled gravity was interpolated from observed gravity values.
 FH0129
 FH0129;                    North         East    Units  Estimated Accuracy
 FH0129;SPC AR N     -    84,450.      199,800.      MT  (+/- 180 meters Scaled)
 FH0129
 FH0129                          SUPERSEDED SURVEY CONTROL
 FH0129
 FH0129  NGVD 29 (??/??/92)  190.152  (m)          623.86   (f) ADJ UNCH    1 2
 FH0129
 FH0129.Superseded values are not recommended for survey control.
 FH0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0129.See file dsdata.txt to determine how the superseded data were derived.
 FH0129
 FH0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU910819(NAD 83)
 FH0129_MARKER: DB = BENCH MARK DISK
 FH0129_SETTING: 0 = UNSPECIFIED SETTING
 FH0129_STAMPING: Q-20 1931
 FH0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0129
 FH0129  HISTORY     - Date     Condition        Report By
 FH0129  HISTORY     - 1931     MONUMENTED       CGS
 FH0129  HISTORY     - 1934     GOOD             NGS
 FH0129  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0129  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0129
 FH0129                          STATION DESCRIPTION
 FH0129
 FH0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FH0129'AT ABBOTT.
 FH0129'AT ABBOTT, ABOUT 180 FEET SOUTHEAST OF CENTERLINE OF CROSSING
 FH0129'OF U.S. HWY. 71 AND CHICAGO, ROCK ISLAND AND PACIFIC
 FH0129'R.R., 38.2 FEET NORTHEAST OF CENTERLINE OF U.S. HWY. 71, 22.5
 FH0129'FEET NORTHWEST OF SOUTHWEST FENCE CORNER, 2.5 FEET WEST OF FENCE
 FH0129'RUNNING NORTH AND SOUTH.
 FH0129
 FH0129                          STATION RECOVERY (1959)
 FH0129
 FH0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0129'MARK NOT FOUND.
 FH0129
 FH0129                          STATION RECOVERY (1985)
 FH0129
 FH0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0129'SEARCHED FOR BUT NOT RECOVERED, POSSIBLY TAKEN OUT BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0089 ***********************************************************************
 DL0089  DESIGNATION -  Q 201
 DL0089  PID         -  DL0089
 DL0089  STATE/COUNTY-  AR/UNION
 DL0089  USGS QUAD   -  HARRELL BRAKE (1981)
 DL0089
 DL0089                         *CURRENT SURVEY CONTROL
 DL0089  ___________________________________________________________________
 DL0089* NAD 83(1986)-  33 15 23.     (N)    092 24 41.     (W)     SCALED    
 DL0089* NAVD 88     -        55.159  (meters)     180.97   (feet)  ADJUSTED  
 DL0089  ___________________________________________________________________
 DL0089  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0089  DYNAMIC HT  -          55.100 (meters)     180.77  (feet)  COMP
 DL0089  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 DL0089
 DL0089  VERT ORDER  -  FIRST     CLASS II
 DL0089
 DL0089.The horizontal coordinates were scaled from a topographic map and have
 DL0089.an estimated accuracy of +/- 6 seconds.
 DL0089
 DL0089.The orthometric height was determined by differential leveling
 DL0089.and adjusted by the National Geodetic Survey in June 1991..
 DL0089
 DL0089.The geoid height was determined by GEOID03.
 DL0089
 DL0089.The dynamic height is computed by dividing the NAVD 88
 DL0089.geopotential number by the normal gravity value computed on the
 DL0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0089.degrees latitude (g = 980.6199 gals.).
 DL0089
 DL0089.The modeled gravity was interpolated from observed gravity values.
 DL0089
 DL0089;                    North         East    Units  Estimated Accuracy
 DL0089;SPC AR S     -   465,490.      361,670.      MT  (+/- 180 meters Scaled)
 DL0089
 DL0089                          SUPERSEDED SURVEY CONTROL
 DL0089
 DL0089  NGVD 29 (??/??/92)   55.206  (m)          181.12   (f) ADJ UNCH    1 2
 DL0089
 DL0089.Superseded values are not recommended for survey control.
 DL0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0089.See file dsdata.txt to determine how the superseded data were derived.
 DL0089
 DL0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS548798(NAD 83)
 DL0089_MARKER: DB = BENCH MARK DISK
 DL0089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0089_SP_SET: 32 FT.
 DL0089_STAMPING: Q 201 1960
 DL0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0089
 DL0089  HISTORY     - Date     Condition        Report By
 DL0089  HISTORY     - 1960     MONUMENTED       CGS
 DL0089  HISTORY     - 1964     GOOD             NGS
 DL0089  HISTORY     - 20040926 GOOD             USPSQD
 DL0089
 DL0089                          STATION DESCRIPTION
 DL0089
 DL0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0089'8.55 MI E FROM OLD UNION.
 DL0089'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH,
 DL0089'THENCE 8.35 MILES EAST ALONG STATE HIGHWAY 15, IN SECTION 11, T 17 S,
 DL0089'R 13 W, 0.4 MILE NORTHEAST OF A HOUSE HIDDEN BY DENSE TIMBER, 0.1 MILE
 DL0089'NORTHEAST OF THE CREST OF A SMALL HILL, 0.1 MILE SOUTHWEST OF A
 DL0089'LOGGING ROAD, 66 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.0
 DL0089'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DL0089'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 DL0089'OF 32 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 DL0089'NOTE-- THIS MARK RECOVERED AS DESCRIBED FROM THE OLD HIGHWAY BUT THE
 DL0089'HIGHWAY HAS BEEN REROUTED AND DOES NOT PASS THIS MARK. TO REACH THIS
 DL0089'MARK FROM BENCH MARK M 201, GO EAST ON MAIN ROAD FOR 0.5 MILE TO
 DL0089'FORKS, TAKE LEFT FORK AND GO EASTERLY ON DIRT ROAD FOR 3.1 MILES TO
 DL0089'MARK ON LEFT AS ORIGINALLY DESCRIBED.
 DL0089
 DL0089                          STATION RECOVERY (1964)
 DL0089
 DL0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0089'RECOVERED IN GOOD CONDITION.
 DL0089
 DL0089                          STATION RECOVERY (2004)
 DL0089
 DL0089'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0559 ***********************************************************************
 DL0559  DESIGNATION -  Q 202
 DL0559  PID         -  DL0559
 DL0559  STATE/COUNTY-  AR/COLUMBIA
 DL0559  USGS QUAD   -  BUCKNER (1968)
 DL0559
 DL0559                         *CURRENT SURVEY CONTROL
 DL0559  ___________________________________________________________________
 DL0559* NAD 83(1986)-  33 21 15.     (N)    093 23 47.     (W)     SCALED    
 DL0559* NAVD 88     -        85.588  (meters)     280.80   (feet)  ADJUSTED  
 DL0559  ___________________________________________________________________
 DL0559  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DL0559  DYNAMIC HT  -          85.497 (meters)     280.50  (feet)  COMP
 DL0559  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 DL0559
 DL0559  VERT ORDER  -  FIRST     CLASS II
 DL0559
 DL0559.The horizontal coordinates were scaled from a topographic map and have
 DL0559.an estimated accuracy of +/- 6 seconds.
 DL0559
 DL0559.The orthometric height was determined by differential leveling
 DL0559.and adjusted by the National Geodetic Survey in June 1991..
 DL0559
 DL0559.The geoid height was determined by GEOID03.
 DL0559
 DL0559.The dynamic height is computed by dividing the NAVD 88
 DL0559.geopotential number by the normal gravity value computed on the
 DL0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0559.degrees latitude (g = 980.6199 gals.).
 DL0559
 DL0559.The modeled gravity was interpolated from observed gravity values.
 DL0559
 DL0559;                    North         East    Units  Estimated Accuracy
 DL0559;SPC AR S     -   477,140.      270,030.      MT  (+/- 180 meters Scaled)
 DL0559
 DL0559                          SUPERSEDED SURVEY CONTROL
 DL0559
 DL0559  NGVD 29 (??/??/92)   85.622  (m)          280.91   (f) ADJ UNCH    1 2
 DL0559
 DL0559.Superseded values are not recommended for survey control.
 DL0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0559.See file dsdata.txt to determine how the superseded data were derived.
 DL0559
 DL0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS631906(NAD 83)
 DL0559_MARKER: DB = BENCH MARK DISK
 DL0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0559_STAMPING: Q 202 1960
 DL0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0559+STABILITY: SURFACE MOTION
 DL0559
 DL0559  HISTORY     - Date     Condition        Report By
 DL0559  HISTORY     - 1960     MONUMENTED       CGS
 DL0559  HISTORY     - 1963     GOOD             NGS
 DL0559
 DL0559                          STATION DESCRIPTION
 DL0559
 DL0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0559'5.95 MI W FROM WALDO.
 DL0559'ABOUT 5.95 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0559'THE STATION AT WALDO, IN SECTION 17, T 16 S, R 22 W, 4 1/2 POLES WEST
 DL0559'OF MILEPOST 379, 47 FEET SOUTH OF THE SOUTH RAIL, 44 FEET SOUTHWEST OF
 DL0559'THE CENTER LINE OF A GRADED DIRT ROAD, 52 FEET SOUTH-SOUTHWEST OF THE
 DL0559'CENTER OF A ROAD CROSSING, 13 1/2 FEET NORTHWEST OF A 14-INCH OAK
 DL0559'TREE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DL0559'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. NOTE--
 DL0559'AK-- A COPPER NAIL AND WASHER, 62 FEET WEST-SOUTHWEST OF BM Q 202, SET
 DL0559'IN THE SOUTHEAST ROOT OF A 24-INCH OAK TREE, AND STAMPED AK.
 DL0559
 DL0559                          STATION RECOVERY (1963)
 DL0559
 DL0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0777 ***********************************************************************
 DL0777  DESIGNATION -  Q 203
 DL0777  PID         -  DL0777
 DL0777  STATE/COUNTY-  AR/LAFAYETTE
 DL0777  USGS QUAD   -  CANFIELD (1975)
 DL0777
 DL0777                         *CURRENT SURVEY CONTROL
 DL0777  ___________________________________________________________________
 DL0777* NAD 83(1986)-  33 11 06.     (N)    093 37 59.     (W)     SCALED    
 DL0777* NAVD 88     -        78.603  (meters)     257.88   (feet)  ADJUSTED  
 DL0777  ___________________________________________________________________
 DL0777  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DL0777  DYNAMIC HT  -          78.518 (meters)     257.60  (feet)  COMP
 DL0777  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 DL0777
 DL0777  VERT ORDER  -  FIRST     CLASS II
 DL0777
 DL0777.The horizontal coordinates were scaled from a topographic map and have
 DL0777.an estimated accuracy of +/- 6 seconds.
 DL0777
 DL0777.The orthometric height was determined by differential leveling
 DL0777.and adjusted by the National Geodetic Survey in June 1991..
 DL0777
 DL0777.The geoid height was determined by GEOID03.
 DL0777
 DL0777.The dynamic height is computed by dividing the NAVD 88
 DL0777.geopotential number by the normal gravity value computed on the
 DL0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0777.degrees latitude (g = 980.6199 gals.).
 DL0777
 DL0777.The modeled gravity was interpolated from observed gravity values.
 DL0777
 DL0777;                    North         East    Units  Estimated Accuracy
 DL0777;SPC AR S     -   458,710.      247,710.      MT  (+/- 180 meters Scaled)
 DL0777
 DL0777                          SUPERSEDED SURVEY CONTROL
 DL0777
 DL0777  NGVD 29 (??/??/92)   78.656  (m)          258.06   (f) ADJ UNCH    1 2
 DL0777
 DL0777.Superseded values are not recommended for survey control.
 DL0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0777.See file dsdata.txt to determine how the superseded data were derived.
 DL0777
 DL0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS409719(NAD 83)
 DL0777_MARKER: DB = BENCH MARK DISK
 DL0777_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0777_SP_SET: 99 FT.
 DL0777_STAMPING: Q 203 1960
 DL0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0777
 DL0777  HISTORY     - Date     Condition        Report By
 DL0777  HISTORY     - 1960     MONUMENTED       CGS
 DL0777  HISTORY     - 1963     GOOD             NGS
 DL0777  HISTORY     - 20041226 MARK NOT FOUND   USPSQD
 DL0777
 DL0777                          STATION DESCRIPTION
 DL0777
 DL0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0777'6.2 MI N FROM BRADLEY.
 DL0777'ABOUT 6.2 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0777'THE STATION AT BRADLEY, IN SECTION 18, T 18 S, R 24 W, 0.3 MILE SOUTH
 DL0777'OF MILEPOST 402, 0.15 MILE NORTH OF THE POST OFFICE IN THE COMMUNITY
 DL0777'OF CANFIELD, 0.1 MILE NORTH OF A ROAD CROSSING, 52 FEET WEST OF THE
 DL0777'WEST RAIL OF THE MAIN TRACK, 37 1/2 FEET WEST OF THE WEST RAIL OF A
 DL0777'SIDE TRACK, 18 FEET WEST OF A 20-INCH OAK TREE, 65 FEET SOUTH OF POLE
 DL0777'NO. 402.10, IN LINE WITH A ROW OF TELEPHONES POLES, 1.0 FOOT NORTH OF
 DL0777'A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE TRACK, ON TOP OF A
 DL0777'5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A DEPTH OF 99 FEET
 DL0777'AND IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 DL0777
 DL0777                          STATION RECOVERY (1963)
 DL0777
 DL0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0777'RECOVERED IN GOOD CONDITION.
 DL0777
 DL0777                          STATION RECOVERY (2004)
 DL0777
 DL0777'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DL0777'MARK NOT FOUND. SAW MILL NOT THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0520 ***********************************************************************
 DL0520  DESIGNATION -  Q 204
 DL0520  PID         -  DL0520
 DL0520  STATE/COUNTY-  AR/OUACHITA
 DL0520  USGS QUAD   -  STEPHENS (1976)
 DL0520
 DL0520                         *CURRENT SURVEY CONTROL
 DL0520  ___________________________________________________________________
 DL0520* NAD 83(1986)-  33 24 42.     (N)    093 04 06.     (W)     SCALED    
 DL0520* NAVD 88     -        71.480  (meters)     234.51   (feet)  ADJUSTED  
 DL0520  ___________________________________________________________________
 DL0520  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DL0520  DYNAMIC HT  -          71.405 (meters)     234.27  (feet)  COMP
 DL0520  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 DL0520
 DL0520  VERT ORDER  -  FIRST     CLASS II
 DL0520
 DL0520.The horizontal coordinates were scaled from a topographic map and have
 DL0520.an estimated accuracy of +/- 6 seconds.
 DL0520
 DL0520.The orthometric height was determined by differential leveling
 DL0520.and adjusted by the National Geodetic Survey in June 1991..
 DL0520
 DL0520.The geoid height was determined by GEOID03.
 DL0520
 DL0520.The dynamic height is computed by dividing the NAVD 88
 DL0520.geopotential number by the normal gravity value computed on the
 DL0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0520.degrees latitude (g = 980.6199 gals.).
 DL0520
 DL0520.The modeled gravity was interpolated from observed gravity values.
 DL0520
 DL0520;                    North         East    Units  Estimated Accuracy
 DL0520;SPC AR S     -   483,150.      300,630.      MT  (+/- 180 meters Scaled)
 DL0520
 DL0520                          SUPERSEDED SURVEY CONTROL
 DL0520
 DL0520  NGVD 29 (??/??/92)   71.507  (m)          234.60   (f) ADJ UNCH    1 2
 DL0520
 DL0520.Superseded values are not recommended for survey control.
 DL0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0520.See file dsdata.txt to determine how the superseded data were derived.
 DL0520
 DL0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS936969(NAD 83)
 DL0520_MARKER: DB = BENCH MARK DISK
 DL0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0520_STAMPING: Q 204 1960
 DL0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0520+STABILITY: SURFACE MOTION
 DL0520
 DL0520  HISTORY     - Date     Condition        Report By
 DL0520  HISTORY     - 1960     MONUMENTED       CGS
 DL0520  HISTORY     - 1963     GOOD             NGS
 DL0520
 DL0520                          STATION DESCRIPTION
 DL0520
 DL0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0520'IN STEPHENS.
 DL0520'AT STEPHENS, IN SECTION 21, T 15 S, R 19 W, 224 FEET SOUTH OF THE
 DL0520'SOUTH CORNER OF THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, 138 FEET
 DL0520'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 69 FEET SOUTHEAST
 DL0520'OF THE SOUTHEAST RAIL OF A SIDE TRACK, 68 FEET NORTHWEST OF THE CENTER
 DL0520'LINE OF SOUTH FIRST STREET, 33 1/2 FEET SOUTHEAST OF A POWER POLE 1.5
 DL0520'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 DL0520'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0520
 DL0520                          STATION RECOVERY (1963)
 DL0520
 DL0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1328 ***********************************************************************
 FF1328  CBN         -  This is a Cooperative Base Network Control Station.
 FF1328  DESIGNATION -  Q 205
 FF1328  PID         -  FF1328
 FF1328  STATE/COUNTY-  AR/WHITE
 FF1328  USGS QUAD   -  JUDSONIA (1994)
 FF1328
 FF1328                         *CURRENT SURVEY CONTROL
 FF1328  ___________________________________________________________________
 FF1328* NAD 83(1997)-  35 18 41.38963(N)    091 39 36.79529(W)     ADJUSTED  
 FF1328* NAVD 88     -       125.198  (meters)     410.75   (feet)  ADJUSTED  
 FF1328  ___________________________________________________________________
 FF1328  X           -    -150,963.121 (meters)                     COMP
 FF1328  Y           -  -5,208,420.576 (meters)                     COMP
 FF1328  Z           -   3,666,178.195 (meters)                     COMP
 FF1328  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 FF1328  ELLIP HEIGHT-          97.91  (meters)          (09/21/01) GPS OBS
 FF1328  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1328  DYNAMIC HT  -         125.086 (meters)     410.39  (feet)  COMP
 FF1328  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 FF1328
 FF1328  HORZ ORDER  -  B
 FF1328  VERT ORDER  -  SECOND    CLASS 0
 FF1328  ELLP ORDER  -  FOURTH    CLASS II
 FF1328
 FF1328.The horizontal coordinates were established by GPS observations
 FF1328.and adjusted by the National Geodetic Survey in September 1997..
 FF1328
 FF1328.The orthometric height was determined by differential leveling
 FF1328.and adjusted by the National Geodetic Survey in June 1991..
 FF1328
 FF1328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1328
 FF1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1328
 FF1328.The ellipsoidal height was determined by GPS observations
 FF1328.and is referenced to NAD 83.
 FF1328
 FF1328.The geoid height was determined by GEOID03.
 FF1328
 FF1328.The dynamic height is computed by dividing the NAVD 88
 FF1328.geopotential number by the normal gravity value computed on the
 FF1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1328.degrees latitude (g = 980.6199 gals.).
 FF1328
 FF1328.The modeled gravity was interpolated from observed gravity values.
 FF1328
 FF1328;                    North         East     Units Scale Factor Converg.
 FF1328;SPC AR N     -   108,572.063   430,898.113   MT  0.99994720   +0 11 51.8
 FF1328;SPC AR N     -   356,206.84  1,413,704.89   sFT  0.99994720   +0 11 51.8
 FF1328;UTM  15      - 3,908,410.995   621,795.654   MT  0.99978281   +0 46 28.3
 FF1328
 FF1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1328!SPC AR N     -   0.99998463  x   0.99994720  =   0.99993183
 FF1328!UTM  15      -   0.99998463  x   0.99978281  =   0.99976745
 FF1328
 FF1328                          SUPERSEDED SURVEY CONTROL
 FF1328
 FF1328  ELLIP H (09/19/97)   97.92   (m)                       GP(       ) 4 1
 FF1328  NAD 83(1986)-  35 18 41.40102(N)    091 39 36.79357(W) AD(       ) 1
 FF1328  NAVD 88 (09/19/97)  125.20   (m)          410.8    (f) LEVELING    3  
 FF1328  NGVD 29 (??/??/??)  125.146  (m)          410.58   (f) ADJUSTED    2 0
 FF1328
 FF1328.Superseded values are not recommended for survey control.
 FF1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1328.See file dsdata.txt to determine how the superseded data were derived.
 FF1328
 FF1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2179608411(NAD 83)
 FF1328_MARKER: DB = BENCH MARK DISK
 FF1328_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FF1328_SP_SET: CULVERT HEADWALL
 FF1328_STAMPING: Q 205 1962
 FF1328_MARK LOGO: CGS   
 FF1328_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1328+STABILITY: SURFACE MOTION
 FF1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1328+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 FF1328
 FF1328  HISTORY     - Date     Condition        Report By
 FF1328  HISTORY     - 1962     MONUMENTED       CGS
 FF1328  HISTORY     - 1990     GOOD             USPSQD
 FF1328  HISTORY     - 19900319 GOOD             NGS
 FF1328  HISTORY     - 19970220 GOOD             NGS
 FF1328  HISTORY     - 20030731 GOOD             USACE
 FF1328  HISTORY     - 20040421 GOOD             WOOLPT
 FF1328
 FF1328                          STATION DESCRIPTION
 FF1328
 FF1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1328'5.2 MI NW FROM JUDSONIA.
 FF1328'0.4 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1328'THE STATION AT JUDSONIA, THENCE 1.5 MILES NORTH ALONG A DIRT
 FF1328'ROAD, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 2.8 MILES
 FF1328'NORTHWEST ALONG STATE HIGHWAY 157, ABOUT 0.1 MILE SOUTH OF
 FF1328'INTERSECTION, 17.6 FEET EAST OF THE CENTER OF A BLACKTOP ROAD,
 FF1328'13 FEET WEST OF A RIGHT OF WAY FENCE, 0.5 FOOT SOUTH OF THE
 FF1328'NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT, SET IN
 FF1328'A DRILL HOLE IN TOP OF CULVERT.
 FF1328
 FF1328                          STATION RECOVERY (1990)
 FF1328
 FF1328'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1328'RECOVERED IN GOOD CONDITION.
 FF1328
 FF1328                          STATION RECOVERY (1990)
 FF1328
 FF1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1328'STATION IS LOCATED ABOUT 8.3 KM (5.2 MI) EAST OF BALD KNOB, 4.8 KM
 FF1328'(3.0 MI) NORTHWEST OF JUDSONIS.  OWNERSHIP--ARKANSAS HIGHWAY AND
 FF1328'TRANSPORTATION DEPARTMENT.
 FF1328'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 157 AND 367 IN NORTHEAST
 FF1328'JUDSONIA.  GO NORTHWESTERLY ON STATE HIGHWAY 157 FOR 1.94 KM
 FF1328'(1.21 MI) TO THE CENTER OF A OVERPASS BRIDGE OVER U.S. HIGHWAYS 167,
 FF1328'67 AND 64.  CONTINUE AHEAD ON STATE HIGHWAY 157 FOR 3.46 KM
 FF1328'(2.15 MI) TO THE JUNCTION OF STATE HIGHWAY 371.  TURN LEFT AND GO
 FF1328'SOUTH ON STATE HIGHWAY 371 FOR 0.11 KM (0.07 MI) TO THE STATION ON
 FF1328'THE LEFT.  IN THE NORTH END OF THE EAST HEADWALL OF A CONCRETE PIPE
 FF1328'CULVERT.
 FF1328'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---Q 205 1962---. SET
 FF1328'IN THE TOP OF A CONCRETE HEADWALL THAT PROJECTS 15-CM ABOVE THE
 FF1328'GROUND.  IT IS 5.2 M (17.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FF1328'AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 FF1328'USE A 8 FOOT TRIPOD,
 FF1328'DESCRIBED BY R.D.BALL
 FF1328
 FF1328                          STATION RECOVERY (1997)
 FF1328
 FF1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FF1328'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTHEAST OF SEARCY, 3 KM
 FF1328'(1.85 MI) NORTHWEST OF JUDSONIA, 2 KM (1.25 MI) NORTHWEST OF U.S.
 FF1328'HIGHWAY 67, NORTHEAST OF AND ACROSS THE HIGHWAY FROM A TWO STORY LOG
 FF1328'HOME, IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF STATE HIGHWAYS 13
 FF1328'AND 157, AND IN THE ROAD RIGHT-OF-WAY.  OWNERSHIP--ARKANSAS HIGHWAY
 FF1328'AND TRANSPORTATION DEPARTMENT.  TO REACH THE STATION FROM THE OVERPASS
 FF1328'AT THE JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 157 (EXIT 51)
 FF1328'ABOUT 6 KM (3.70 MI) SOUTHWEST OF BALD KNOB, GO NORTHWEST AND WEST ON
 FF1328'HIGHWAY 157 FOR 1.72 KM (1.05 MI) TO A PAVED CROSSROAD (STATE HIGHWAY
 FF1328'13).  TURN LEFT, SOUTH ON HIGHWAY 13 FOR 0.11 KM (0.05 MI) TO THE
 FF1328'STATION ON THE LEFT.  THE STATION IS SET NEAR THE NORTH END OF THE TOP
 FF1328'OF A CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY AND IS FLUSH
 FF1328'WITH THE GROUND.  IT IS 37.6 M (123.4 FT) SOUTH OF THE EXTENDED CENTER
 FF1328'OF A PAVED DRIVE TO A BRICK HOUSE WITH A SEPARATE TWO CAR GARAGE, 11.5
 FF1328'M (37.7 FT) EAST-SOUTHEAST OF A POWERLINE POLE, 5.1 M (16.7 FT) EAST
 FF1328'OF AND ABOUT LEVEL WITH THE HIGHWAY CENTER, 4.0 M (13.1 FT) NORTH OF
 FF1328'THE WEST ONE OF THREE LEGS OF A STEEL HIGHWAY SIGN, 4.0 M (13.1 FT)
 FF1328'WEST OF A FENCE AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE
 FF1328'HEADWALL.
 FF1328
 FF1328                          STATION RECOVERY (2003)
 FF1328
 FF1328'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1328'RECOVERED IN GOOD CONDITION.
 FF1328
 FF1328                          STATION RECOVERY (2004)
 FF1328
 FF1328'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 FF1328'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1521 ***********************************************************************
 FF1521  DESIGNATION -  Q 206
 FF1521  PID         -  FF1521
 FF1521  STATE/COUNTY-  AR/WHITE
 FF1521  USGS QUAD   -  SIDON (1994)
 FF1521
 FF1521                         *CURRENT SURVEY CONTROL
 FF1521  ___________________________________________________________________
 FF1521* NAD 83(1986)-  35 16 49.     (N)    091 56 39.     (W)     SCALED    
 FF1521* NAVD 88     -       205.394  (meters)     673.86   (feet)  ADJUSTED  
 FF1521  ___________________________________________________________________
 FF1521  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF1521  DYNAMIC HT  -         205.203 (meters)     673.24  (feet)  COMP
 FF1521  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FF1521
 FF1521  VERT ORDER  -  SECOND    CLASS 0
 FF1521
 FF1521.The horizontal coordinates were scaled from a topographic map and have
 FF1521.an estimated accuracy of +/- 6 seconds.
 FF1521
 FF1521.The orthometric height was determined by differential leveling
 FF1521.and adjusted by the National Geodetic Survey in June 1991..
 FF1521
 FF1521.The geoid height was determined by GEOID03.
 FF1521
 FF1521.The dynamic height is computed by dividing the NAVD 88
 FF1521.geopotential number by the normal gravity value computed on the
 FF1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1521.degrees latitude (g = 980.6199 gals.).
 FF1521
 FF1521.The modeled gravity was interpolated from observed gravity values.
 FF1521
 FF1521;                    North         East    Units  Estimated Accuracy
 FF1521;SPC AR N     -   105,060.      405,080.      MT  (+/- 180 meters Scaled)
 FF1521
 FF1521                          SUPERSEDED SURVEY CONTROL
 FF1521
 FF1521  NGVD 29 (??/??/??)  205.343  (m)          673.70   (f) ADJUSTED    2 0
 FF1521
 FF1521.Superseded values are not recommended for survey control.
 FF1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1521.See file dsdata.txt to determine how the superseded data were derived.
 FF1521
 FF1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV960046(NAD 83)
 FF1521_MARKER: DB = BENCH MARK DISK
 FF1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1521_STAMPING: Q 206 1962
 FF1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1521+STABILITY: SURFACE MOTION
 FF1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1521+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF1521
 FF1521  HISTORY     - Date     Condition        Report By
 FF1521  HISTORY     - 1962     MONUMENTED       CGS
 FF1521  HISTORY     - 1967     GOOD             CGS
 FF1521  HISTORY     - 1988     GOOD             USPSQD
 FF1521  HISTORY     - 20030701 GOOD             USACE
 FF1521
 FF1521                          STATION DESCRIPTION
 FF1521
 FF1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1521'9.8 MI E FROM ROSE BUD.
 FF1521'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 9.75 MILES EAST
 FF1521'ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN ROSE BUD, 40 FEET
 FF1521'NORTH OF THE CENTER OF THE HIGHWAY, 21 FEET EAST OF THE EAST GATE
 FF1521'POST OF A GATE, 2.5 FEET EAST OF A METAL WITNESS POST, 1.5 FEET
 FF1521'SOUTHEAST OF A T-FENCE INTERSECTION, 1 FOOT SOUTH OF A FENCE
 FF1521'AND SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 FF1521'THE GROUND.
 FF1521
 FF1521                          STATION RECOVERY (1988)
 FF1521
 FF1521'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1521'RECOVERED IN GOOD CONDITION.
 FF1521
 FF1521                          STATION RECOVERY (2003)
 FF1521
 FF1521'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1421 ***********************************************************************
 FF1421  DESIGNATION -  Q 207
 FF1421  PID         -  FF1421
 FF1421  STATE/COUNTY-  AR/WHITE
 FF1421  USGS QUAD   -  BEEBE (1994)
 FF1421
 FF1421                         *CURRENT SURVEY CONTROL
 FF1421  ___________________________________________________________________
 FF1421* NAD 83(1986)-  35 06 23.     (N)    091 53 26.     (W)     SCALED    
 FF1421* NAVD 88     -        73.352  (meters)     240.66   (feet)  ADJUSTED  
 FF1421  ___________________________________________________________________
 FF1421  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF1421  DYNAMIC HT  -          73.285 (meters)     240.44  (feet)  COMP
 FF1421  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 FF1421
 FF1421  VERT ORDER  -  SECOND    CLASS 0
 FF1421
 FF1421.The horizontal coordinates were scaled from a topographic map and have
 FF1421.an estimated accuracy of +/- 6 seconds.
 FF1421
 FF1421.The orthometric height was determined by differential leveling
 FF1421.and adjusted by the National Geodetic Survey in June 1991..
 FF1421
 FF1421.The geoid height was determined by GEOID03.
 FF1421
 FF1421.The dynamic height is computed by dividing the NAVD 88
 FF1421.geopotential number by the normal gravity value computed on the
 FF1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1421.degrees latitude (g = 980.6199 gals.).
 FF1421
 FF1421.The modeled gravity was interpolated from observed gravity values.
 FF1421
 FF1421;                    North         East    Units  Estimated Accuracy
 FF1421;SPC AR N     -    85,770.      409,980.      MT  (+/- 180 meters Scaled)
 FF1421
 FF1421                          SUPERSEDED SURVEY CONTROL
 FF1421
 FF1421  NGVD 29 (??/??/??)   73.331  (m)          240.59   (f) ADJUSTED    2 0
 FF1421
 FF1421.Superseded values are not recommended for survey control.
 FF1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1421.See file dsdata.txt to determine how the superseded data were derived.
 FF1421
 FF1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU011854(NAD 83)
 FF1421_MARKER: DB = BENCH MARK DISK
 FF1421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1421_SP_SET: CULVERT
 FF1421_STAMPING: Q 207 1962
 FF1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1421+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 FF1421
 FF1421  HISTORY     - Date     Condition        Report By
 FF1421  HISTORY     - 1962     MONUMENTED       CGS
 FF1421  HISTORY     - 20020606 GOOD             USACE
 FF1421
 FF1421                          STATION DESCRIPTION
 FF1421
 FF1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1421'2.8 MI N FROM BEEBE.
 FF1421'2.8 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE RAILROAD DEPOT
 FF1421'IN BEEBE, SET IN THE TOP OF A HEADWALL AT THE SOUTHEAST END OF A
 FF1421'CONCRETE CULVERT, 18 FEET NORTHEAST OF THE CENTER LINE OF STATE
 FF1421'HIGHWAY 31, 1.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE
 FF1421'CULVERT.
 FF1421
 FF1421                          STATION RECOVERY (2002)
 FF1421
 FF1421'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1421'THE STATION IS UNSAFE FOR GPS OBSERVATION ONLY 15 FT. EAST OF
 FF1421'CENTERLINE OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5293 ***********************************************************************
 DG5293  DESIGNATION -  Q 207X
 DG5293  PID         -  DG5293
 DG5293  STATE/COUNTY-  AR/WHITE
 DG5293  USGS QUAD   -  BEEBE (1994)
 DG5293
 DG5293                         *CURRENT SURVEY CONTROL
 DG5293  ___________________________________________________________________
 DG5293* NAD 83(1997)-  35 06 25.23544(N)    091 53 25.90402(W)     ADJUSTED  
 DG5293* NAVD 88     -        72.75   (meters)     238.7    (feet)  LEVELING  
 DG5293  ___________________________________________________________________
 DG5293  X           -    -172,327.892 (meters)                     COMP
 DG5293  Y           -  -5,220,802.177 (meters)                     COMP
 DG5293  Z           -   3,647,611.495 (meters)                     COMP
 DG5293  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DG5293  ELLIP HEIGHT-          45.40  (meters)          (04/05/04) GPS OBS
 DG5293  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DG5293
 DG5293  HORZ ORDER  -  B
 DG5293  VERT ORDER  -  THIRD ?
 DG5293  ELLP ORDER  -  SECOND    CLASS I
 DG5293
 DG5293.The horizontal coordinates were established by GPS observations
 DG5293.and adjusted by the National Geodetic Survey in April 2004..
 DG5293
 DG5293.The orthometric height was determined by differential leveling.
 DG5293.The vertical network tie was performed by a horz. field party for horz.
 DG5293.obs reductions. Reset procedures were used to establish the elevation.
 DG5293
 DG5293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5293
 DG5293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5293
 DG5293.The ellipsoidal height was determined by GPS observations
 DG5293.and is referenced to NAD 83.
 DG5293
 DG5293.The geoid height was determined by GEOID03.
 DG5293
 DG5293;                    North         East     Units Scale Factor Converg.
 DG5293;SPC AR N     -    85,838.537   409,980.092   MT  0.99997040   +0 03 49.3
 DG5293;SPC AR N     -   281,621.93  1,345,076.35   sFT  0.99997040   +0 03 49.3
 DG5293;UTM  15      - 3,885,473.198   601,111.252   MT  0.99972600   +0 38 17.2
 DG5293
 DG5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5293!SPC AR N     -   0.99999287  x   0.99997040  =   0.99996327
 DG5293!UTM  15      -   0.99999287  x   0.99972600  =   0.99971888
 DG5293
 DG5293                          SUPERSEDED SURVEY CONTROL
 DG5293
 DG5293.No superseded survey control is available for this station.
 DG5293
 DG5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0111185473(NAD 83)
 DG5293_MARKER: F = FLANGE-ENCASED ROD
 DG5293_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5293+WITH SETTING: INFORMATION.
 DG5293_STAMPING: Q207X 2002
 DG5293_MARK LOGO: USACE 
 DG5293_PROJECTION: RECESSED 30 CENTIMETERS
 DG5293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5293+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 DG5293_ROD/PIPE-DEPTH:  2.1 meters
 DG5293
 DG5293  HISTORY     - Date     Condition        Report By
 DG5293  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5293
 DG5293                          STATION DESCRIPTION
 DG5293
 DG5293'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5293'THE MARK IS LOCATED 3.2 KM (2.0 MI.) NORTH OF BEBE, AR.
 DG5293' 
 DG5293'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HWY. 67 AND S.R. 31 ON
 DG5293'THE NORTH SIDE OF BEBE, AR PROCEED NORTH ON S.R.31 FOR 3.1 KM (1.3
 DG5293'MI.) TO A CONCRETE CULVERT UNDER S.R. 31 AND THE MARK ON THE RIGHT IN
 DG5293'A PASTURE.
 DG5293' 
 DG5293'THE MARK IS LOCATED 36.1 M (118.5 FT.) SOUTH OF AN EAST-WEST
 DG5293'BARBED-WIRE FENCE, 32.7 M (107.3 FT.) NORTHEAST OF THE NORTH END OF A
 DG5293'CONCRETE HEADWALL OF A CULVERT UNDER S.R. 31, 32.7 M (107.3 FT.)
 DG5293'NORTHEAST OF BENCHMARK Q 207 1967 AND 1.0 M (3.3 FT.) WEST OF A
 DG5293'CARSONITE WITNESS POST.
 DG5293' 
 DG5293'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5293'ON A 7.0 FT. ALUMINUM ROD, RECESSED 0.3 M (1.0 FT.) BELOW GROUND.
 DG5293' 
 DG5293'CAP IS STAMPED ... Q207X 2002
 DG5293' 
 DG5293'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0360 ***********************************************************************
 FG0360  DESIGNATION -  Q 208
 FG0360  PID         -  FG0360
 FG0360  STATE/COUNTY-  AR/CONWAY
 FG0360  USGS QUAD   -  MORRILTON EAST (1990)
 FG0360
 FG0360                         *CURRENT SURVEY CONTROL
 FG0360  ___________________________________________________________________
 FG0360* NAD 83(1986)-  35 10 25.     (N)    092 38 25.     (W)     SCALED    
 FG0360* NAVD 88     -       119.671  (meters)     392.62   (feet)  ADJUSTED  
 FG0360  ___________________________________________________________________
 FG0360  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FG0360  DYNAMIC HT  -         119.559 (meters)     392.25  (feet)  COMP
 FG0360  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FG0360
 FG0360  VERT ORDER  -  SECOND    CLASS 0
 FG0360
 FG0360.The horizontal coordinates were scaled from a topographic map and have
 FG0360.an estimated accuracy of +/- 6 seconds.
 FG0360
 FG0360.The orthometric height was determined by differential leveling
 FG0360.and adjusted by the National Geodetic Survey in June 1991..
 FG0360
 FG0360.The geoid height was determined by GEOID03.
 FG0360
 FG0360.The dynamic height is computed by dividing the NAVD 88
 FG0360.geopotential number by the normal gravity value computed on the
 FG0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0360.degrees latitude (g = 980.6199 gals.).
 FG0360
 FG0360.The modeled gravity was interpolated from observed gravity values.
 FG0360
 FG0360;                    North         East    Units  Estimated Accuracy
 FG0360;SPC AR N     -    93,410.      341,680.      MT  (+/- 180 meters Scaled)
 FG0360
 FG0360                          SUPERSEDED SURVEY CONTROL
 FG0360
 FG0360  NGVD 29 (??/??/92)  119.684  (m)          392.66   (f) ADJ UNCH    2 0
 FG0360
 FG0360.Superseded values are not recommended for survey control.
 FG0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0360.See file dsdata.txt to determine how the superseded data were derived.
 FG0360
 FG0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU327923(NAD 83)
 FG0360_MARKER: DB = BENCH MARK DISK
 FG0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0360_STAMPING: Q 208 1962
 FG0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0360+STABILITY: SURFACE MOTION
 FG0360
 FG0360  HISTORY     - Date     Condition        Report By
 FG0360  HISTORY     - 1962     MONUMENTED       CGS
 FG0360  HISTORY     - 1967     GOOD             NGS
 FG0360  HISTORY     - 1984     GOOD             NGS
 FG0360
 FG0360                          STATION DESCRIPTION
 FG0360
 FG0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0360'0.95 MI N FROM PLUMERVILLE.
 FG0360'IT IS 0.95 MILE NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U.S.
 FG0360'HIGHWAY 64 AND STATE HIGHWAY 92 IN PLUMERVILLE, 42 FEET EAST OF THE
 FG0360'CENTER OF STATE HIGHWAY 92, 17 FEET NORTH OF THE CENTER OF A DIRT ROAD
 FG0360'LEADING EAST, 2.2 FEET SOUTH OF A METAL WITNESS POST, 2 FEET NORTH OF
 FG0360'A POWERLINE POLE AND SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 FG0360'PROJECTING 1 INCH.
 FG0360
 FG0360                          STATION RECOVERY (1984)
 FG0360
 FG0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0375 ***********************************************************************
 FG0375  DESIGNATION -  Q 209
 FG0375  PID         -  FG0375
 FG0375  STATE/COUNTY-  AR/CONWAY
 FG0375  USGS QUAD   -  SPRINGFIELD (1990)
 FG0375
 FG0375                         *CURRENT SURVEY CONTROL
 FG0375  ___________________________________________________________________
 FG0375* NAD 83(1986)-  35 17 12.     (N)    092 33 16.     (W)     SCALED    
 FG0375* NAVD 88     -       187.163  (meters)     614.05   (feet)  ADJUSTED  
 FG0375  ___________________________________________________________________
 FG0375  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FG0375  DYNAMIC HT  -         186.987 (meters)     613.47  (feet)  COMP
 FG0375  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 FG0375
 FG0375  VERT ORDER  -  SECOND    CLASS 0
 FG0375
 FG0375.The horizontal coordinates were scaled from a topographic map and have
 FG0375.an estimated accuracy of +/- 6 seconds.
 FG0375
 FG0375.The orthometric height was determined by differential leveling
 FG0375.and adjusted by the National Geodetic Survey in June 1991..
 FG0375
 FG0375.The geoid height was determined by GEOID03.
 FG0375
 FG0375.The dynamic height is computed by dividing the NAVD 88
 FG0375.geopotential number by the normal gravity value computed on the
 FG0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0375.degrees latitude (g = 980.6199 gals.).
 FG0375
 FG0375.The modeled gravity was interpolated from observed gravity values.
 FG0375
 FG0375;                    North         East    Units  Estimated Accuracy
 FG0375;SPC AR N     -   105,910.      349,570.      MT  (+/- 180 meters Scaled)
 FG0375
 FG0375                          SUPERSEDED SURVEY CONTROL
 FG0375
 FG0375  NGVD 29 (??/??/92)  187.162  (m)          614.05   (f) ADJ UNCH    2 0
 FG0375
 FG0375.Superseded values are not recommended for survey control.
 FG0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0375.See file dsdata.txt to determine how the superseded data were derived.
 FG0375
 FG0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV405049(NAD 83)
 FG0375_MARKER: DB = BENCH MARK DISK
 FG0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0375_SP_SET: CULVERT
 FG0375_STAMPING: Q 209 1962
 FG0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0375
 FG0375  HISTORY     - Date     Condition        Report By
 FG0375  HISTORY     - 1962     MONUMENTED       CGS
 FG0375  HISTORY     - 1967     GOOD             NGS
 FG0375  HISTORY     - 19970319 GOOD             USPSQD
 FG0375
 FG0375                          STATION DESCRIPTION
 FG0375
 FG0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0375'1.5 MI NE FROM SPRINGFIELD.
 FG0375'IT IS 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 92 FROM THE CENTER OF
 FG0375'SPRINGFIELD, 87 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD LEADING
 FG0375'EAST TO A RESTRICTED AREA, 13 FEET EAST OF THE CENTER OF STATE HIGHWAY
 FG0375'92, 3 FEET SOUTH OF THE NORTH END OF A CONCRETE CULVERT AND CEMENTED
 FG0375'IN A DRILL HOLE IN THE EAST HEADWALL OF THE CONCRETE CULVERT.
 FG0375
 FG0375                          STATION RECOVERY (1997)
 FG0375
 FG0375'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0031 ***********************************************************************
 EK0031  DESIGNATION -  Q 21
 EK0031  PID         -  EK0031
 EK0031  STATE/COUNTY-  AR/POLK
 EK0031  USGS QUAD   -  POTTER (1979)
 EK0031
 EK0031                         *CURRENT SURVEY CONTROL
 EK0031  ___________________________________________________________________
 EK0031* NAD 83(1986)-  34 30 52.     (N)    094 20 54.     (W)     SCALED    
 EK0031* NAVD 88     -       286.181  (meters)     938.91   (feet)  ADJUSTED  
 EK0031  ___________________________________________________________________
 EK0031  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 EK0031  DYNAMIC HT  -         285.871 (meters)     937.90  (feet)  COMP
 EK0031  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 EK0031
 EK0031  VERT ORDER  -  FIRST     CLASS II
 EK0031
 EK0031.The horizontal coordinates were scaled from a topographic map and have
 EK0031.an estimated accuracy of +/- 6 seconds.
 EK0031
 EK0031.The orthometric height was determined by differential leveling
 EK0031.and adjusted by the National Geodetic Survey in June 1991..
 EK0031
 EK0031.The geoid height was determined by GEOID03.
 EK0031
 EK0031.The dynamic height is computed by dividing the NAVD 88
 EK0031.geopotential number by the normal gravity value computed on the
 EK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0031.degrees latitude (g = 980.6199 gals.).
 EK0031
 EK0031.The modeled gravity was interpolated from observed gravity values.
 EK0031
 EK0031;                    North         East    Units  Estimated Accuracy
 EK0031;SPC AR S     -   607,420.      184,400.      MT  (+/- 180 meters Scaled)
 EK0031
 EK0031                          SUPERSEDED SURVEY CONTROL
 EK0031
 EK0031  NGVD 29 (??/??/92)  286.094  (m)          938.63   (f) ADJ UNCH    1 2
 EK0031
 EK0031.Superseded values are not recommended for survey control.
 EK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0031.See file dsdata.txt to determine how the superseded data were derived.
 EK0031
 EK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU762200(NAD 83)
 EK0031_MARKER: DB = BENCH MARK DISK
 EK0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0031_SP_SET: ABUTMENT
 EK0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0031
 EK0031  HISTORY     - Date     Condition        Report By
 EK0031  HISTORY     - UNK      MONUMENTED       CGS
 EK0031  HISTORY     - 1932     GOOD             NGS
 EK0031  HISTORY     - 1961     GOOD             NGS
 EK0031  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0031
 EK0031                          STATION DESCRIPTION
 EK0031
 EK0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0031'2.6 MI N FROM HATFIELD.
 EK0031'2.6 MILES NORTH BY RAILROAD LOCATED IN THE EAST SIDE OF THE SOUTH
 EK0031'ABUTMENT OF BRIDGE NO. A-390, ON THE K.C.S. R.R.
 EK0031
 EK0031                          STATION RECOVERY (1961)
 EK0031
 EK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0031'RECOVERED IN GOOD CONDITION.
 EK0031
 EK0031                          STATION RECOVERY (1985)
 EK0031
 EK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0031'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1920 ***********************************************************************
 FE1920  DESIGNATION -  Q 213
 FE1920  PID         -  FE1920
 FE1920  STATE/COUNTY-  AR/MISSISSIPPI
 FE1920  USGS QUAD   -  ARMOREL (1983)
 FE1920
 FE1920                         *CURRENT SURVEY CONTROL
 FE1920  ___________________________________________________________________
 FE1920* NAD 83(1997)-  35 54 47.99593(N)    089 47 05.86731(W)     ADJUSTED  
 FE1920* NAVD 88     -        78.243  (meters)     256.70   (feet)  ADJUSTED  
 FE1920  ___________________________________________________________________
 FE1920  X           -      19,409.815 (meters)                     COMP
 FE1920  Y           -  -5,171,649.588 (meters)                     COMP
 FE1920  Z           -   3,720,436.953 (meters)                     COMP
 FE1920  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FE1920  ELLIP HEIGHT-          50.23  (meters)          (09/24/01) GPS OBS
 FE1920  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE1920  DYNAMIC HT  -          78.177 (meters)     256.49  (feet)  COMP
 FE1920  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 FE1920
 FE1920  HORZ ORDER  -  FIRST
 FE1920  VERT ORDER  -  FIRST     CLASS I
 FE1920  ELLP ORDER  -  FOURTH    CLASS II
 FE1920
 FE1920.The horizontal coordinates were established by GPS observations
 FE1920.and adjusted by the National Geodetic Survey in September 1999..
 FE1920
 FE1920.The orthometric height was determined by differential leveling
 FE1920.and adjusted by the National Geodetic Survey in June 1991..
 FE1920
 FE1920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1920
 FE1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1920
 FE1920.The ellipsoidal height was determined by GPS observations
 FE1920.and is referenced to NAD 83.
 FE1920
 FE1920.The geoid height was determined by GEOID03.
 FE1920
 FE1920.The dynamic height is computed by dividing the NAVD 88
 FE1920.geopotential number by the normal gravity value computed on the
 FE1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1920.degrees latitude (g = 980.6199 gals.).
 FE1920
 FE1920.The modeled gravity was interpolated from observed gravity values.
 FE1920
 FE1920;                    North         East     Units Scale Factor Converg.
 FE1920;SPC AR N     -   177,538.156   599,907.803   MT  0.99995238   +1 17 20.1
 FE1920;SPC AR N     -   582,473.10  1,968,197.52   sFT  0.99995238   +1 17 20.1
 FE1920;SPC TN       -   181,904.567   258,463.210   MT  0.99994935   -2 12 57.1
 FE1920;SPC TN       -   596,798.57    847,974.71   sFT  0.99994935   -2 12 57.1
 FE1920;UTM  16      - 3,977,919.937   248,692.417   MT  1.00037828   -1 38 03.9
 FE1920
 FE1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1920!SPC AR N     -   0.99999212  x   0.99995238  =   0.99994450
 FE1920!SPC TN       -   0.99999212  x   0.99994935  =   0.99994147
 FE1920!UTM  16      -   0.99999212  x   1.00037828  =   1.00037039
 FE1920
 FE1920                          SUPERSEDED SURVEY CONTROL
 FE1920
 FE1920  ELLIP H (09/14/99)   50.27   (m)                       GP(       ) 4 1
 FE1920  NAD 83(1997)-  35 54 47.99595(N)    089 47 05.86731(W) AD(       ) 1
 FE1920  NAD 83(1986)-  35 54 48.00754(N)    089 47 05.86870(W) AD(       ) 1
 FE1920  NGVD 29 (??/??/??)   78.174  (m)          256.48   (f) ADJUSTED    1 1
 FE1920
 FE1920.Superseded values are not recommended for survey control.
 FE1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1920.See file dsdata.txt to determine how the superseded data were derived.
 FE1920
 FE1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4869277920(NAD 83)
 FE1920_MARKER: DB = BENCH MARK DISK
 FE1920_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1920_SP_SET: 4 FEET
 FE1920_STAMPING: Q 213 1976
 FE1920_MARK LOGO: NGS   
 FE1920_PROJECTION: FLUSH
 FE1920_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1920+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1920_ROD/PIPE-DEPTH: 01.2 meters
 FE1920
 FE1920  HISTORY     - Date     Condition        Report By
 FE1920  HISTORY     - 1976     MONUMENTED       NGS
 FE1920  HISTORY     - 19900326 GOOD             NGS
 FE1920  HISTORY     - 19910109 GOOD             NGS
 FE1920  HISTORY     - 20020722 GOOD             USACE
 FE1920
 FE1920                          STATION DESCRIPTION
 FE1920
 FE1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1920'1.3 MILE WEST FROM BARFIELD.
 FE1920'1.3 MILES WEST ALONG STATE HIGHWAY 18 FROM ITS JUNCTION WITH THE
 FE1920'LEVEE, 1.05 MILE EAST ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 FE1920'AT ARMOREL, 91.5 FEET SOUTHEAST OF THE MAIN ENTRANCE TO A CHURCH,
 FE1920'2.6 FEET WEST OF A TELEPHONE POLE,24 FEET WEST OF THE CENTER OF
 FE1920'A GRAVEL ROAD, 39.3 FEET NORTH OF THE CENTERLINE OF HIGHWAY, AND
 FE1920'59.0 FEET NORTHWEST OF THE CENTER OF JUNCTION OF TWO DIRT ROADS
 FE1920'AND STATE HIGHWAY 18. A DISK ON TOP OF A COPPER COATED STEEL ROD
 FE1920'SET TO A DEPTH OF 4 FEET, 2 FEET BELOW THE HIGHWAY, AND 1 FOOT
 FE1920'EAST OF A WITNESS POST.
 FE1920
 FE1920                          STATION RECOVERY (1990)
 FE1920
 FE1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE1920'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) NORTHWEST OF BARFIELD, AND
 FE1920'1.7 KM (1.1 MI) SOUTHEAST OF ARMOREL. OWNERSHIP--ARKANSAS HIGHWAY AND
 FE1920'TRANSPORTATION DEPARTMENT.
 FE1920'TO REACH FROM THE POST OFFICE IN ARMOREL.  GO SOUTH AND EAST ON STATE
 FE1920'HIGHWAY 18 FOR 1.88 KM (1.17 MI) TO THE PRINCE OF PEACE SPIRITUAL
 FE1920'CHURCH OF CHRIST ON THE LEFT AND THE STATION ON THE LEFT,IN THE
 FE1920'SOUTHEAST CORNER OF THE CHURCH LAWN.
 FE1920'IT IS 27.9 M (91.5 FT) SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE TO
 FE1920'THE CHURCH, 12.0 M (39.4 FT) NORTHEAST OF THE CENTERLINE OF STATE
 FE1920'HIGHWAY 18, 7.3 M (24.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 FE1920'0.8 M (2.6 FT) WEST OF A UTILITY POLE, AND 0.3 M (1.0 FT)   EAST OF A
 FE1920'METAL WITNESS POST.
 FE1920'DESCRIBED BY E.J.HANSMANN.  CHECKED BY R.D.BALL.
 FE1920
 FE1920                          STATION RECOVERY (1991)
 FE1920
 FE1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE1920'THE STATION IS LOCATED ABOUT 1.61 KM (1.00 MI) EAST OF ARMOREL, ON THE
 FE1920'NORTH SIDE OF STATE HIGHWAY 18 AND NEAR THE SOUTHEAST CORNER OF THE
 FE1920'PROPERTY OF THE PRINCE OF PEACE SPIRITUAL CHURCH.
 FE1920'OWNERSHIP--ARKANSAS DEPARTMENT OF TRANSPORTATION, P.O. BOX 2261,
 FE1920'LITTLE ROCK, AR 72203, PHONE 501-569-2211.
 FE1920'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 137,
 FE1920'ON THE SOUTH SIDE OF ARMOREL, GO EAST ON HIGHWAY 18 FOR 1.29 KM
 FE1920'(0.80 MI) TO THE ENTRANCE ROAD OF THE PRINCE OF PEACE SPIRITUAL
 FE1920'CHURCH (DIRECTLY ACROSS THE HIGHWAY FROM THE JUNCTION OF COUNTY ROAD
 FE1920'919) AND THE STATION SOUTHWEST OF A POWER POLE AT THE SOUTHEAST
 FE1920'CORNER OF THE CHURCH PROPERTY.
 FE1920'THE STATION IS ENCASSED IN A PVC PIPE ABOUT FLUSH WITH THE GROUND AND
 FE1920'LOCATED 11.98 M (39.30 FT) NORTH OF THE CENTER OF HIGHWAY 18, 24.3 M
 FE1920'(79.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 7.2 M
 FE1920'(23.6 FT) WEST OF THE GRAVEL ENTRANCE DRIVE OF THE CHURCH, 0.75 M
 FE1920'(2.46 FT) SOUTHWEST OF A POWER POLE AND 0.3 M (1.0 FT) EAST OF A
 FE1920'FIBERGLASS WITNESS POST.
 FE1920
 FE1920                          STATION RECOVERY (2002)
 FE1920
 FE1920'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1920'THE CHURCH BLDG. NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1874 ***********************************************************************
 FE1874  DESIGNATION -  Q 214
 FE1874  PID         -  FE1874
 FE1874  STATE/COUNTY-  AR/MISSISSIPPI
 FE1874  USGS QUAD   -  OSCEOLA (1983)
 FE1874
 FE1874                         *CURRENT SURVEY CONTROL
 FE1874  ___________________________________________________________________
 FE1874* NAD 83(1986)-  35 38 17.     (N)    089 56 00.     (W)     SCALED    
 FE1874* NAVD 88     -        80.091  (meters)     262.77   (feet)  ADJUSTED  
 FE1874  ___________________________________________________________________
 FE1874  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE1874  DYNAMIC HT  -          80.022 (meters)     262.54  (feet)  COMP
 FE1874  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 FE1874
 FE1874  VERT ORDER  -  FIRST     CLASS I
 FE1874
 FE1874.The horizontal coordinates were scaled from a topographic map and have
 FE1874.an estimated accuracy of +/- 6 seconds.
 FE1874
 FE1874.The orthometric height was determined by differential leveling
 FE1874.and adjusted by the National Geodetic Survey in June 1991..
 FE1874
 FE1874.The geoid height was determined by GEOID03.
 FE1874
 FE1874.The dynamic height is computed by dividing the NAVD 88
 FE1874.geopotential number by the normal gravity value computed on the
 FE1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1874.degrees latitude (g = 980.6199 gals.).
 FE1874
 FE1874.The modeled gravity was interpolated from observed gravity values.
 FE1874
 FE1874;                    North         East    Units  Estimated Accuracy
 FE1874;SPC AR N     -   146,710.      587,160.      MT  (+/- 180 meters Scaled)
 FE1874
 FE1874                          SUPERSEDED SURVEY CONTROL
 FE1874
 FE1874  NGVD 29 (??/??/??)   80.054  (m)          262.64   (f) ADJUSTED    1 1
 FE1874
 FE1874.Superseded values are not recommended for survey control.
 FE1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1874.See file dsdata.txt to determine how the superseded data were derived.
 FE1874
 FE1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE343477(NAD 83)
 FE1874_MARKER: DB = BENCH MARK DISK
 FE1874_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1874_SP_SET: 4 FEET
 FE1874_STAMPING: Q 214 1976
 FE1874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1874+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FE1874
 FE1874  HISTORY     - Date     Condition        Report By
 FE1874  HISTORY     - 1976     MONUMENTED       NGS
 FE1874  HISTORY     - 20020729 GOOD             USACE
 FE1874
 FE1874                          STATION DESCRIPTION
 FE1874
 FE1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1874'5.9 MI SW FROM OSCEOLA.
 FE1874'5.9 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1874'JOHNSON STREET AT OSCEOLA, 14.3 FEET SOUTHWEST OF THE CENTER OF
 FE1874'THE LEVEE AND 3 FEET NORTHEAST OF MILEPOST 85/86. A DISK ON THE
 FE1874'TOP OF A COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 1 FOOT
 FE1874'BELOW THE LEVEE, AND 1 FOOT EAST OF A WITNESS POST.
 FE1874
 FE1874                          STATION RECOVERY (2002)
 FE1874
 FE1874'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1874'THE STATION IS 3 FT S OF LMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1936 ***********************************************************************
 FE1936  DESIGNATION -  Q 215
 FE1936  PID         -  FE1936
 FE1936  STATE/COUNTY-  AR/MISSISSIPPI
 FE1936  USGS QUAD   -  ROSA (1983)
 FE1936
 FE1936                         *CURRENT SURVEY CONTROL
 FE1936  ___________________________________________________________________
 FE1936* NAD 83(1986)-  35 47 06.     (N)    089 49 42.     (W)     SCALED    
 FE1936* NAVD 88     -        77.088  (meters)     252.91   (feet)  ADJUSTED  
 FE1936  ___________________________________________________________________
 FE1936  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE1936  DYNAMIC HT  -          77.023 (meters)     252.70  (feet)  COMP
 FE1936  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 FE1936
 FE1936  VERT ORDER  -  FIRST     CLASS I
 FE1936
 FE1936.The horizontal coordinates were scaled from a topographic map and have
 FE1936.an estimated accuracy of +/- 6 seconds.
 FE1936
 FE1936.The orthometric height was determined by differential leveling
 FE1936.and adjusted by the National Geodetic Survey in June 1991..
 FE1936
 FE1936.The geoid height was determined by GEOID03.
 FE1936
 FE1936.The dynamic height is computed by dividing the NAVD 88
 FE1936.geopotential number by the normal gravity value computed on the
 FE1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1936.degrees latitude (g = 980.6199 gals.).
 FE1936
 FE1936.The modeled gravity was interpolated from observed gravity values.
 FE1936
 FE1936;                    North         East    Units  Estimated Accuracy
 FE1936;SPC AR N     -   163,220.      596,310.      MT  (+/- 180 meters Scaled)
 FE1936
 FE1936                          SUPERSEDED SURVEY CONTROL
 FE1936
 FE1936  NGVD 29 (??/??/??)   77.027  (m)          252.71   (f) ADJUSTED    1 1
 FE1936
 FE1936.Superseded values are not recommended for survey control.
 FE1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1936.See file dsdata.txt to determine how the superseded data were derived.
 FE1936
 FE1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE443637(NAD 83)
 FE1936_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE1936_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1936_SP_SET: 17 FEET
 FE1936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1936
 FE1936  HISTORY     - Date     Condition        Report By
 FE1936  HISTORY     - 1976     MONUMENTED       NGS
 FE1936  HISTORY     - 20020727 POOR             USACE
 FE1936
 FE1936                          STATION DESCRIPTION
 FE1936
 FE1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1936'7.2 MI NE FROM LUXORA.
 FE1936'7.2 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF THE LEVEE
 FE1936'AND MAIN STREET AT LUXORA, 10.2 MILES SOUTHWEST OF STATE HIGHWAY 18
 FE1936'AT BARFIELD, 0.8 MILE SOUTHWEST OF STATE HIGHWAY 120, 80 FEET WEST
 FE1936'OF MILEPOST 67/68, 75 FEET WEST OF BM E 213, 96 FEET WEST OF THE
 FE1936'CENTER OF LEVEE, AND 17 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD.
 FE1936'A DISK ON THE TOP OF A COPPER COATED STEEL ROD SET TO A DEPTH OF
 FE1936'17 FEET, 30 FEET BELOW THE LEVEE, AND 4 FEET EAST OF A WITNESS POST.
 FE1936
 FE1936                          STATION RECOVERY (2002)
 FE1936
 FE1936'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1936'DISK MISSING. STEEL ROD IN PVC PIPE CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1109 ***********************************************************************
 FF1109  DESIGNATION -  Q 216
 FF1109  PID         -  FF1109
 FF1109  STATE/COUNTY-  AR/CRITTENDEN
 FF1109  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1109
 FF1109                         *CURRENT SURVEY CONTROL
 FF1109  ___________________________________________________________________
 FF1109* NAD 83(1997)-  35 25 39.05475(N)    090 09 49.13408(W)     ADJUSTED  
 FF1109* NAVD 88     -        76.378  (meters)     250.58   (feet)  ADJUSTED  
 FF1109  ___________________________________________________________________
 FF1109  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FF1109  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1109  DYNAMIC HT  -          76.310 (meters)     250.36  (feet)  COMP
 FF1109  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FF1109
 FF1109  HORZ ORDER  -  SECOND
 FF1109  VERT ORDER  -  FIRST     CLASS I
 FF1109
 FF1109.The horizontal coordinates were established by classical geodetic methods
 FF1109.and adjusted by the National Geodetic Survey in September 1999..
 FF1109
 FF1109.The orthometric height was determined by differential leveling
 FF1109.and adjusted by the National Geodetic Survey in June 1991..
 FF1109
 FF1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1109
 FF1109.The geoid height was determined by GEOID03.
 FF1109
 FF1109.The dynamic height is computed by dividing the NAVD 88
 FF1109.geopotential number by the normal gravity value computed on the
 FF1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1109.degrees latitude (g = 980.6199 gals.).
 FF1109
 FF1109.The modeled gravity was interpolated from observed gravity values.
 FF1109
 FF1109;                    North         East     Units Scale Factor Converg.
 FF1109;SPC AR N     -   122,944.830   566,740.883   MT  0.99993966   +1 04 06.9
 FF1109;SPC AR N     -   403,361.50  1,859,382.38   sFT  0.99993966   +1 04 06.9
 FF1109;SPC TN       -   129,440.531   222,019.743   MT  0.99997342   -2 26 15.2
 FF1109;SPC TN       -   424,672.81    728,409.77   sFT  0.99997342   -2 26 15.2
 FF1109;UTM  15      - 3,924,150.970   757,503.189   MT  1.00041722   +1 38 42.2
 FF1109
 FF1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1109!SPC AR N     -   0.99999234  x   0.99993966  =   0.99993200
 FF1109!SPC TN       -   0.99999234  x   0.99997342  =   0.99996576
 FF1109!UTM  15      -   0.99999234  x   1.00041722  =   1.00040955
 FF1109
 FF1109                          SUPERSEDED SURVEY CONTROL
 FF1109
 FF1109  NAD 83(1997)-  35 25 39.05509(N)    090 09 49.13391(W) AD(       ) 2
 FF1109  NAD 83(1986)-  35 25 39.06605(N)    090 09 49.13394(W) AD(       ) 2
 FF1109  NAD 27      -  35 25 38.76378(N)    090 09 48.79883(W) AD(       ) 2
 FF1109  NGVD 29 (??/??/??)   76.361  (m)          250.53   (f) ADJUSTED    1 1
 FF1109
 FF1109.Superseded values are not recommended for survey control.
 FF1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1109.See file dsdata.txt to determine how the superseded data were derived.
 FF1109
 FF1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5750324151(NAD 83)
 FF1109_MARKER: DB = BENCH MARK DISK
 FF1109_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1109+WITH SETTING: INTO GROUND
 FF1109_SP_SET: METAL ROD WITH BASE PLATE
 FF1109_STAMPING: Q 216 1976
 FF1109_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1109+STABILITY: SURFACE MOTION
 FF1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1109+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 FF1109
 FF1109  HISTORY     - Date     Condition        Report By
 FF1109  HISTORY     - 1976     MONUMENTED       NGS
 FF1109  HISTORY     - 1979     GOOD             NGS
 FF1109  HISTORY     - 20030123 GOOD             USACE
 FF1109
 FF1109                          STATION DESCRIPTION
 FF1109
 FF1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1109'13.2 MI SOUTH FROM WILSON.
 FF1109'13.2 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1109'AT WILSON, 16 FEET NORTHWEST OF THE CENTER OF THE LEVEE, AND 1 FOOT
 FF1109'NORTHEAST OF MILEPOST 123/124.
 FF1109'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1109'FEET.  2 FEET BELOW THE LEVEE.  1 FEET SOUTHWEST OF A WITNESS POST.
 FF1109
 FF1109                          STATION RECOVERY (1979)
 FF1109
 FF1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1109'THE STATION IS LOCATED ABOUT 10.5 KM NORTHEAST OF TURRELL,
 FF1109'4.8 KM SOUTHEAST OF FRENCHMANS BAYOU AND ATOP THE WEST LEVEE OF
 FF1109'THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM CHIEF
 FF1109'ENGINEER, MR. B.B. FAIR, ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308
 FF1109'WEST MEMPHIS, AR. 72301. TELEPHONE 501-735-1062.
 FF1109'
 FF1109'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FF1109'STATE HIGHWAY 308 IN THE SMALL COMMUNITY OF FRENCHMANS BAYOU, GO
 FF1109'NORTH ON U.S. HIGHWAY 61 FOR 0.16 KM (0.1 MI) TO A GRAVEL
 FF1109'CROSSROAD.  TURN RIGHT AND GO 0.08 KM (0.05 MI), THEN BEAR
 FF1109'LEFT ACROSS A RAILROAD TO A FORK.  TAKE THE LEFT FORK AND
 FF1109'GO EAST 0.16 KM (0.01 MI) TO A SIDE ROAD RIGHT JUST BEFORE
 FF1109'CROSSING A CONCRETE BRIDGE.  TURN RIGHT AND GO SOUTHEASTERLY ON A
 FF1109'GRAVEL ROAD FOR 5.23 KM (3.25 MI) TO THE TOP OF A LEVEE AND A
 FF1109'LOCKED GATE ON THE RIGHT. TURN SHARP RIGHT AND GO SOUTHWESTERLY
 FF1109'ATOP THE LEVEE FOR 1.53 KM (0.95 MI) TO A GATE.  PASS THROUGH THE
 FF1109'GATE AND CONTINUE ATOP THE LEVEE FOR 2.4 KM (1.5 MI) TO THE
 FF1109'STATION ON THE RIGHT.
 FF1109'
 FF1109'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FF1109'STAMPED---Q 216 1976---,
 FF1109'CRIMPED ATOP A METAL ROD ENCASED IN A 4-INCH PVC PIPE SURROUNDED
 FF1109'BY CONCRETE FLUSH WITH THE GROUND.
 FF1109'IT IS LOCATED
 FF1109'4.9 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD,
 FF1109'0.3 METER NORTHEAST FROM MILEPOST 124/125 AND
 FF1109'0.3 METER SOUTHWEST FROM A METAL WITNESS POST.
 FF1109'
 FF1109'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 FF1109
 FF1109                          STATION RECOVERY (2003)
 FF1109
 FF1109'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1065 ***********************************************************************
 FF1065  DESIGNATION -  Q 217
 FF1065  PID         -  FF1065
 FF1065  STATE/COUNTY-  AR/CRITTENDEN
 FF1065  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1065
 FF1065                         *CURRENT SURVEY CONTROL
 FF1065  ___________________________________________________________________
 FF1065* NAD 83(1997)-  35 10 02.18250(N)    090 07 02.26669(W)     ADJUSTED  
 FF1065* NAVD 88     -        73.182  (meters)     240.10   (feet)  ADJUSTED  
 FF1065  ___________________________________________________________________
 FF1065  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FF1065  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1065  DYNAMIC HT  -          73.116 (meters)     239.88  (feet)  COMP
 FF1065  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 FF1065
 FF1065  HORZ ORDER  -  SECOND
 FF1065  VERT ORDER  -  FIRST     CLASS I
 FF1065
 FF1065.The horizontal coordinates were established by classical geodetic methods
 FF1065.and adjusted by the National Geodetic Survey in September 1999..
 FF1065
 FF1065.The orthometric height was determined by differential leveling
 FF1065.and adjusted by the National Geodetic Survey in June 1991..
 FF1065
 FF1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1065
 FF1065.The geoid height was determined by GEOID03.
 FF1065
 FF1065.The dynamic height is computed by dividing the NAVD 88
 FF1065.geopotential number by the normal gravity value computed on the
 FF1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1065.degrees latitude (g = 980.6199 gals.).
 FF1065
 FF1065.The modeled gravity was interpolated from observed gravity values.
 FF1065
 FF1065;                    North         East     Units Scale Factor Converg.
 FF1065;SPC AR N     -    94,158.208   571,501.158   MT  0.99996225   +1 05 44.0
 FF1065;SPC AR N     -   308,917.39  1,875,000.05   sFT  0.99996225   +1 05 44.0
 FF1065;SPC TN       -   100,415.413   225,010.821   MT  1.00001563   -2 24 37.5
 FF1065;SPC TN       -   329,446.23    738,223.00   sFT  1.00001563   -2 24 37.5
 FF1065;UTM  15      - 3,895,399.317   762,552.623   MT  1.00044964   +1 39 40.6
 FF1065
 FF1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1065!SPC AR N     -   0.99999279  x   0.99996225  =   0.99995504
 FF1065!SPC TN       -   0.99999279  x   1.00001563  =   1.00000842
 FF1065!UTM  15      -   0.99999279  x   1.00044964  =   1.00044243
 FF1065
 FF1065                          SUPERSEDED SURVEY CONTROL
 FF1065
 FF1065  NAD 83(1997)-  35 10 02.18267(N)    090 07 02.26669(W) AD(       ) 2
 FF1065  NAD 83(1997)-  35 10 02.18746(N)    090 07 02.26702(W) AD(       ) 2
 FF1065  NAD 83(1986)-  35 10 02.19308(N)    090 07 02.26744(W) AD(       ) 2
 FF1065  NAD 27      -  35 10 01.86777(N)    090 07 01.93348(W) AD(       ) 2
 FF1065  NGVD 29 (??/??/??)   73.166  (m)          240.05   (f) ADJUSTED    1 1
 FF1065
 FF1065.Superseded values are not recommended for survey control.
 FF1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1065.See file dsdata.txt to determine how the superseded data were derived.
 FF1065
 FF1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6255395399(NAD 83)
 FF1065_MARKER: DB = BENCH MARK DISK
 FF1065_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1065+WITH SETTING: INTO GROUND
 FF1065_SP_SET: METAL ROD WITH BASE PLATE
 FF1065_STAMPING: Q 217 1976
 FF1065_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1065+STABILITY: SURFACE MOTION
 FF1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1065+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF1065
 FF1065  HISTORY     - Date     Condition        Report By
 FF1065  HISTORY     - 1976     MONUMENTED       NGS
 FF1065  HISTORY     - 1979     GOOD             NGS
 FF1065  HISTORY     - 20030127 GOOD             USACE
 FF1065
 FF1065                          STATION DESCRIPTION
 FF1065
 FF1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1065'1.7 MI NORTH FROM WEST MEMPHIS.
 FF1065'1.7 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1065'HIGHWAY 55 AT WEST MEMPHIS, 17 FEET EAST OF THE CENTER OF LEVEE,
 FF1065'AND 1.5 FEET SOUTH OF MILEPOST 149/150.
 FF1065'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1065'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1065
 FF1065                          STATION RECOVERY (1979)
 FF1065
 FF1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1065'THE STATION IS LOCATED ABOUT 9.2 KILOMTERS SOUTHEAST OF MARION,
 FF1065'1.5 KILOMTERS NORTH OF INTERSTATE HIGHWAY 40 AND ATOP THE WEST
 FF1065'LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM
 FF1065'CHIEF ENGINEER, MR. BURRELL B. FAIR, ST. FRANCIS LEVEE DISTRICT,
 FF1065'P.O. BOX 308, WEST MEMPHIS, AR. 72301. TELEPHONE 501-735-1062.
 FF1065'
 FF1065'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77,
 FF1065'MILITARY ROAD AND COUNTY ROAD 27 IN MARION, GO EASTERLY ON COUNTY
 FF1065'ROAD 27 FOR 7.2 KILOMETERS (4.5 MI.) TO WHERE THE ROAD CURVES
 FF1065'RIGHT AND A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON A PAVED
 FF1065'ROAD FOR 0.48 KILOMETERS (0.3 MI.) TO THE END OF PAVEMENT.
 FF1065'CONTINUE AHEAD ON A DIRT ROAD FOR 0.4 KILOMETERS (0.3 MI.) TO THE
 FF1065'TOP OF A LEVEE AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 FF1065'THE GATE, AND GO SOUTHERLY ATOP THE LEVEE FOR 2.8 KILOMETERS
 FF1065'(1.75 MI.) TO THE STATION ON THE RIGHT.
 FF1065'
 FF1065'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FF1065'STAMPED---Q 217 1976---,
 FF1065'CRIMPED ATOP A METAL ROD ENCASED IN A 4-INCH PVC PIPE SURROUNDED
 FF1065'BY CONCRETE FLUSH WITH THE GROUND.
 FF1065'IT IS LOCATED
 FF1065'5.2 METERS EAST FROM THE CENTER OF A LEVEE ROAD,
 FF1065'0.45 METER SOUTH FROM MILEPOST 149/150 AND
 FF1065'0.3 METER NORTH FROM A METAL WITNESS POST.
 FF1065'
 FF1065'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 FF1065
 FF1065                          STATION RECOVERY (2003)
 FF1065
 FF1065'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0199 ***********************************************************************
 EH0199  DESIGNATION -  Q 218
 EH0199  PID         -  EH0199
 EH0199  STATE/COUNTY-  AR/CRITTENDEN
 EH0199  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0199
 EH0199                         *CURRENT SURVEY CONTROL
 EH0199  ___________________________________________________________________
 EH0199* NAD 83(1986)-  34 55 01.     (N)    090 16 36.     (W)     SCALED    
 EH0199* NAVD 88     -        69.081  (meters)     226.64   (feet)  ADJUSTED  
 EH0199  ___________________________________________________________________
 EH0199  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EH0199  DYNAMIC HT  -          69.017 (meters)     226.43  (feet)  COMP
 EH0199  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 EH0199
 EH0199  VERT ORDER  -  FIRST     CLASS II
 EH0199
 EH0199.The horizontal coordinates were scaled from a topographic map and have
 EH0199.an estimated accuracy of +/- 6 seconds.
 EH0199
 EH0199.The orthometric height was determined by differential leveling
 EH0199.and adjusted by the National Geodetic Survey in June 1991..
 EH0199
 EH0199.The geoid height was determined by GEOID03.
 EH0199
 EH0199.The dynamic height is computed by dividing the NAVD 88
 EH0199.geopotential number by the normal gravity value computed on the
 EH0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0199.degrees latitude (g = 980.6199 gals.).
 EH0199
 EH0199.The modeled gravity was interpolated from observed gravity values.
 EH0199
 EH0199;                    North         East    Units  Estimated Accuracy
 EH0199;SPC AR N     -    66,130.      557,470.      MT  (+/- 180 meters Scaled)
 EH0199
 EH0199                          SUPERSEDED SURVEY CONTROL
 EH0199
 EH0199  NGVD 29 (??/??/??)   69.095  (m)          226.69   (f) ADJUSTED    1 2
 EH0199
 EH0199.Superseded values are not recommended for survey control.
 EH0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0199.See file dsdata.txt to determine how the superseded data were derived.
 EH0199
 EH0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU487672(NAD 83)
 EH0199_MARKER: DB = BENCH MARK DISK
 EH0199_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0199_SP_SET: 4 FEET
 EH0199_STAMPING: Q 218 1976
 EH0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0199+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EH0199
 EH0199  HISTORY     - Date     Condition        Report By
 EH0199  HISTORY     - 1976     MONUMENTED       NGS
 EH0199  HISTORY     - 20030317 GOOD             USACE
 EH0199
 EH0199                          STATION DESCRIPTION
 EH0199
 EH0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0199'26.6 MI S FROM WEST MEMPHIS.
 EH0199'26.6 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE HIGHWAY
 EH0199'55 AT WEST MEMPHIS, ALSO ABOUT 2 MILES NORTHEAST OF WALNUT GROVE
 EH0199'CHURCH AND SCHOOL, 1 FOOT NORTHEAST OF MILE POST 177/178, AND 15 FEET
 EH0199'WEST OF THE CENTER LINE OF THE LEVEE.  A DISK ON TOP OF A
 EH0199'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0199'PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT SOUTHEAST OF A
 EH0199'WITNESS POST.
 EH0199
 EH0199                          STATION RECOVERY (2003)
 EH0199
 EH0199'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0222 ***********************************************************************
 EH0222  DESIGNATION -  Q 219
 EH0222  PID         -  EH0222
 EH0222  STATE/COUNTY-  AR/LEE
 EH0222  USGS QUAD   -  COUNCIL (1991)
 EH0222
 EH0222                         *CURRENT SURVEY CONTROL
 EH0222  ___________________________________________________________________
 EH0222* NAD 83(1986)-  34 51 08.     (N)    090 29 01.     (W)     SCALED    
 EH0222* NAVD 88     -        66.543  (meters)     218.32   (feet)  ADJUSTED  
 EH0222  ___________________________________________________________________
 EH0222  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0222  DYNAMIC HT  -          66.482 (meters)     218.12  (feet)  COMP
 EH0222  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 EH0222
 EH0222  VERT ORDER  -  FIRST     CLASS II
 EH0222
 EH0222.The horizontal coordinates were scaled from a topographic map and have
 EH0222.an estimated accuracy of +/- 6 seconds.
 EH0222
 EH0222.The orthometric height was determined by differential leveling
 EH0222.and adjusted by the National Geodetic Survey in June 1991..
 EH0222
 EH0222.The geoid height was determined by GEOID03.
 EH0222
 EH0222.The dynamic height is computed by dividing the NAVD 88
 EH0222.geopotential number by the normal gravity value computed on the
 EH0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0222.degrees latitude (g = 980.6199 gals.).
 EH0222
 EH0222.The modeled gravity was interpolated from observed gravity values.
 EH0222
 EH0222;                    North         East    Units  Estimated Accuracy
 EH0222;SPC AR S     -   643,440.      538,680.      MT  (+/- 180 meters Scaled)
 EH0222
 EH0222                          SUPERSEDED SURVEY CONTROL
 EH0222
 EH0222  NGVD 29 (??/??/??)   66.564  (m)          218.39   (f) ADJUSTED    1 2
 EH0222
 EH0222.Superseded values are not recommended for survey control.
 EH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0222.See file dsdata.txt to determine how the superseded data were derived.
 EH0222
 EH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU300595(NAD 83)
 EH0222_MARKER: DB = BENCH MARK DISK
 EH0222_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0222_SP_SET: 4 FEET
 EH0222_STAMPING: Q 219 1976
 EH0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0222+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0222
 EH0222  HISTORY     - Date     Condition        Report By
 EH0222  HISTORY     - 1976     MONUMENTED       NGS
 EH0222  HISTORY     - 20030318 GOOD             USACE
 EH0222
 EH0222                          STATION DESCRIPTION
 EH0222
 EH0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0222'10.25 MI NE FROM WHITEHALL.
 EH0222'10.25 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0222'AT WHITEHALL, ALSO ABOUT 1.5 MILES SOUTHEAST OF COUNCIL, 16 FEET
 EH0222'SOUTHWEST OF THE CENTER LINE OF THE LEVEE, 2 FEET NORTHWEST OF
 EH0222'MILEPOST 195/196, AND 0.4 MILE NORTHEAST OF A GRAVEL ROAD CROSSING THE
 EH0222'LEVEE LEADING TO HARRIS FISHING CAMP.  A DISK ON TOP OF A
 EH0222'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0222'PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT SOUTHEAST OF A
 EH0222'WITNESS POST.
 EH0222
 EH0222                          STATION RECOVERY (2003)
 EH0222
 EH0222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0025 ***********************************************************************
 DM0025  DESIGNATION -  Q 22
 DM0025  PID         -  DM0025
 DM0025  STATE/COUNTY-  AR/LITTLE RIVER
 DM0025  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0025
 DM0025                         *CURRENT SURVEY CONTROL
 DM0025  ___________________________________________________________________
 DM0025* NAD 83(1986)-  33 42 18.     (N)    094 08 49.     (W)     SCALED    
 DM0025* NAVD 88     -        99.735  (meters)     327.21   (feet)  ADJUSTED  
 DM0025  ___________________________________________________________________
 DM0025  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DM0025  DYNAMIC HT  -          99.632 (meters)     326.88  (feet)  COMP
 DM0025  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 DM0025
 DM0025  VERT ORDER  -  FIRST     CLASS II
 DM0025
 DM0025.The horizontal coordinates were scaled from a topographic map and have
 DM0025.an estimated accuracy of +/- 6 seconds.
 DM0025
 DM0025.The orthometric height was determined by differential leveling
 DM0025.and adjusted by the National Geodetic Survey in June 1991..
 DM0025.WARNING-Repeat measurements at this control monument indicate possible
 DM0025.vertical movement.
 DM0025
 DM0025.The geoid height was determined by GEOID03.
 DM0025
 DM0025.The dynamic height is computed by dividing the NAVD 88
 DM0025.geopotential number by the normal gravity value computed on the
 DM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0025.degrees latitude (g = 980.6199 gals.).
 DM0025
 DM0025.The modeled gravity was interpolated from observed gravity values.
 DM0025
 DM0025;                    North         East    Units  Estimated Accuracy
 DM0025;SPC AR S     -   517,250.      201,000.      MT  (+/- 180 meters Scaled)
 DM0025
 DM0025                          SUPERSEDED SURVEY CONTROL
 DM0025
 DM0025  NGVD 29 (??/??/92)   99.736  (m)          327.22   (f) ADJ UNCH    1 2
 DM0025
 DM0025.Superseded values are not recommended for survey control.
 DM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0025.See file dsdata.txt to determine how the superseded data were derived.
 DM0025
 DM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT937300(NAD 83)
 DM0025_MARKER: DB = BENCH MARK DISK
 DM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0025_MARK LOGO: CGS   
 DM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0025+STABILITY: SURFACE MOTION
 DM0025
 DM0025  HISTORY     - Date     Condition        Report By
 DM0025  HISTORY     - UNK      MONUMENTED       CGS
 DM0025  HISTORY     - 1932     GOOD             NGS
 DM0025  HISTORY     - 1962     GOOD             NGS
 DM0025  HISTORY     - 1985     GOOD             NGS
 DM0025  HISTORY     - 1987     GOOD             USPSQD
 DM0025  HISTORY     - 1988     GOOD             USPSQD
 DM0025  HISTORY     - 1989     GOOD             USPSQD
 DM0025  HISTORY     - 1990     GOOD             USPSQD
 DM0025  HISTORY     - 19920823 POOR             USPSQD
 DM0025  HISTORY     - 19971025 GOOD             USPSQD
 DM0025
 DM0025                          STATION DESCRIPTION
 DM0025
 DM0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0025'2.4 MI S FROM WILTON.
 DM0025'LOCATED ABOUT 2110 FEET SOUTH OF MILEPOST 465.  34 FEET EAST OF THE
 DM0025'EAST RAIL.  50 FEET NORTH OF THE GRADE CROSSING OF HIGHWAY U.S. NO 71.
 DM0025'NOTE-- HWY IS NO LONGER U.S. 71.  MARK IS ABOUT 125 FT W OF THE
 DM0025'CENTERLINE OF THE PRESENT HIGHWAY.
 DM0025
 DM0025                          STATION RECOVERY (1962)
 DM0025
 DM0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0025'RECOVERED IN GOOD CONDITION.
 DM0025
 DM0025                          STATION RECOVERY (1985)
 DM0025
 DM0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0025'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.61 METERS (2.0 FT) BELOW
 DM0025'LEVEL OF RAILROAD TRACKS AND 0.31 METERS (1.0 FT) EAST OF A WITNESS
 DM0025'POST.
 DM0025
 DM0025                          STATION RECOVERY (1987)
 DM0025
 DM0025'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM0025'RECOVERED IN GOOD CONDITION.
 DM0025
 DM0025                          STATION RECOVERY (1988)
 DM0025
 DM0025'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM0025'RECOVERED IN GOOD CONDITION.
 DM0025
 DM0025                          STATION RECOVERY (1989)
 DM0025
 DM0025'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM0025'RECOVERED IN GOOD CONDITION.
 DM0025
 DM0025                          STATION RECOVERY (1990)
 DM0025
 DM0025'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM0025'RECOVERED IN GOOD CONDITION.
 DM0025
 DM0025                          STATION RECOVERY (1992)
 DM0025
 DM0025'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM0025'MARK RECOVERED IN POOR CONDITION.
 DM0025
 DM0025                          STATION RECOVERY (1997)
 DM0025
 DM0025'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0697 ***********************************************************************
 EH0697  DESIGNATION -  Q 220
 EH0697  PID         -  EH0697
 EH0697  STATE/COUNTY-  AR/PHILLIPS
 EH0697  USGS QUAD   -  MOON LAKE (1964)
 EH0697
 EH0697                         *CURRENT SURVEY CONTROL
 EH0697  ___________________________________________________________________
 EH0697* NAD 83(1997)-  34 29 55.77083(N)    090 35 48.14148(W)     ADJUSTED  
 EH0697* NAVD 88     -        63.264  (meters)     207.56   (feet)  ADJUSTED  
 EH0697  ___________________________________________________________________
 EH0697  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 EH0697  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0697  DYNAMIC HT  -          63.203 (meters)     207.36  (feet)  COMP
 EH0697  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 EH0697
 EH0697  HORZ ORDER  -  SECOND
 EH0697  VERT ORDER  -  FIRST     CLASS II
 EH0697
 EH0697.The horizontal coordinates were established by classical geodetic methods
 EH0697.and adjusted by the National Geodetic Survey in September 1999..
 EH0697
 EH0697.The orthometric height was determined by differential leveling
 EH0697.and adjusted by the National Geodetic Survey in June 1991..
 EH0697.WARNING-Repeat measurements at this control monument indicate possible
 EH0697.vertical movement.
 EH0697
 EH0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0697
 EH0697.The geoid height was determined by GEOID03.
 EH0697
 EH0697.The dynamic height is computed by dividing the NAVD 88
 EH0697.geopotential number by the normal gravity value computed on the
 EH0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0697.degrees latitude (g = 980.6199 gals.).
 EH0697
 EH0697.The modeled gravity was interpolated from observed gravity values.
 EH0697
 EH0697;                    North         East     Units Scale Factor Converg.
 EH0697;SPC AR S     -   604,095.268   528,869.984   MT  0.99995123   +0 47 07.5
 EH0697;SPC AR S     - 1,981,935.89  1,735,134.27   sFT  0.99995123   +0 47 07.5
 EH0697;SPC MS W     -   554,309.074   675,812.702   MT  0.99995721   -0 08 57.0
 EH0697;SPC MS W     - 1,818,595.69  2,217,228.84   sFT  0.99995721   -0 08 57.0
 EH0697;UTM  15      - 3,820,089.014   720,656.667   MT  1.00020018   +1 21 42.3
 EH0697
 EH0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0697!SPC AR S     -   0.99999429  x   0.99995123  =   0.99994552
 EH0697!SPC MS W     -   0.99999429  x   0.99995721  =   0.99995150
 EH0697!UTM  15      -   0.99999429  x   1.00020018  =   1.00019447
 EH0697
 EH0697:                Primary Azimuth Mark                     Grid Az
 EH0697:SPC AR S     -  HELENA US ENGRS RAD MAST                 001 58 00.2
 EH0697:SPC MS W     -  HELENA US ENGRS RAD MAST                 002 54 04.7
 EH0697:UTM  15      -  HELENA US ENGRS RAD MAST                 001 23 25.4
 EH0697
 EH0697|---------------------------------------------------------------------|
 EH0697| PID    Reference Object                     Distance      Geod. Az  |
 EH0697|                                                           dddmmss.s |
 EH0697| EH2850 HELENA US ENGRS RAD MAST            APPROX. 2.9 KM 0024507.7 |
 EH0697| EH2854 HELENA ARK PWR AND LT STACK         APPROX. 2.1 KM 0132945.3 |
 EH0697| EH2851 HELENA CABLE TV MAST                APPROX. 3.7 KM 3391751.2 |
 EH0697|---------------------------------------------------------------------|
 EH0697
 EH0697                          SUPERSEDED SURVEY CONTROL
 EH0697
 EH0697  NAD 83(1997)-  34 29 55.77070(N)    090 35 48.14106(W) AD(       ) 2
 EH0697  NAD 83(1986)-  34 29 55.77873(N)    090 35 48.14058(W) AD(       ) 2
 EH0697  NAD 27      -  34 29 55.40752(N)    090 35 47.76125(W) AD(       ) 2
 EH0697  NGVD 29 (??/??/??)   63.297  (m)          207.67   (f) ADJUSTED    1 2
 EH0697
 EH0697.Superseded values are not recommended for survey control.
 EH0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0697.See file dsdata.txt to determine how the superseded data were derived.
 EH0697
 EH0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2065720089(NAD 83)
 EH0697_MARKER: DB = BENCH MARK DISK
 EH0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0697_SP_SET: ABUTMENT
 EH0697_STAMPING: Q 220 1976
 EH0697_MARK LOGO: NGS   
 EH0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0697
 EH0697  HISTORY     - Date     Condition        Report By
 EH0697  HISTORY     - 1976     MONUMENTED       NGS
 EH0697  HISTORY     - 1980     GOOD             NGS
 EH0697  HISTORY     - 1984     GOOD             NGS
 EH0697  HISTORY     - 1985     GOOD             NGS
 EH0697  HISTORY     - 20010619 GOOD             NGS
 EH0697
 EH0697                          STATION DESCRIPTION
 EH0697
 EH0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0697'2.25 MI S FROM HELENA.
 EH0697'2.25 MILES SOUTH ALONG THE LEVEL FROM THE EAST END OF PERRY STREET AT
 EH0697'HELENA, AT THE INTERSECTION OF HIGHWAY 49 AND BRIDGE CROSSING THE
 EH0697'MISSISSIPPI RIVER, 32 FEET NORTH OF THE CENTER LINE OF HIGHWAY 49, AND
 EH0697'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE
 EH0697'BRIDGE.  1 FOOT BELOW HIGHWAY.
 EH0697
 EH0697                          STATION RECOVERY (1980)
 EH0697
 EH0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH0697'THE STATION IS LOCATED ABOUT 2.8 KM
 EH0697'SOUTH OF THE CENTER OF HELENA, NEAR THE SOUTH EDGE OF TOWN, AND
 EH0697'IN THE NORTHWEST WINGWALL OF THE HELENA BRIDGE.
 EH0697'PERMISSION TO USE THE STATION WAS OBTAINED FROM
 EH0697'MR. JAMES C. FRAZIER, ENGINEER, HELENA IMPROVEMENT DISTRICT,
 EH0697'P.O. BOX 236, HELENA, AR 72342.  TELEPHONE NUMBER 501-338-3776.
 EH0697'
 EH0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49,
 EH0697'49 BUSINESS, AND STATE HIGHWAY 20, ABOUT 1.6 KM (1 MI)
 EH0697'SOUTH OF HELENA, GO EASTERLY ON U.S. HIGHWAY 49 FOR 0.97 KM
 EH0697'(0.6 MI) TO A LEVEE, JUST BEFORE REACHING THE HELENA BRIDGE
 EH0697'AND THE STATION ON THE LEFT.
 EH0697'
 EH0697'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0697'STAMPED---Q 220 1976---,
 EH0697'SET INTO A DRILLHOLE IN THE NORTHWEST WINGWALL
 EH0697'OF THE HELENA BRIDGE OVER THE MISSISSIPPI RIVER.
 EH0697'IT IS LOCATED
 EH0697'9.7 METERS NORTH FROM THE CENTER OF U.S. HIGHWAY 49,
 EH0697'3.8 METERS EAST-SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH0697'0.23 METER SOUTH FROM A METAL WITNESS POST.
 EH0697'
 EH0697'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.5 METER.
 EH0697
 EH0697                          STATION RECOVERY (1984)
 EH0697
 EH0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH0697'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) SOUTH OF DOWNTOWN
 EH0697'HELENA ON THE WING WALL OF HELENA - MISSISSIPPI RIVER BRIDGE.
 EH0697'
 EH0697'OWNERSHIP--ST FRANCIS LEVEE DISTRICT, BURRELL B. FAIR, CHIEF
 EH0697'ENGINEER, P.O. BOX 308, WEST MEMPHIS, AR 72301.  TELEPHONE (501)
 EH0697'735-1062.
 EH0697'
 EH0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49, 49
 EH0697'BUSINESS, AND STATE HIGHWAY 20, ABOUT 1.6 KM (1.0 MI) SOUTH OF
 EH0697'HELENA, GO EASTERLY ON U.S. HIGHWAY 49 FOR 0.97 KM (0.6 MI) TO A
 EH0697'LEVEE, JUST BEFORE REACHING THE HELENA BRIDGE, AND THE STATION MARK,
 EH0697'Q 220, ON THE LEFT.
 EH0697'
 EH0697'THE STATION IS LOCATED 9.7 M (48.5 FEET) NORTH FROM CENTER OF U.S.
 EH0697'HIGHWAY 49, 3.8 M (12.5 FEET) E FROM CENTER OF LEVEE ROAD.
 EH0697'
 EH0697'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH0697'MISSISSIPPI, MAY-JUNE 1984.
 EH0697
 EH0697                          STATION RECOVERY (1985)
 EH0697
 EH0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0697'RECOVERED IN GOOD CONDITION.
 EH0697
 EH0697                          STATION RECOVERY (2001)
 EH0697
 EH0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 EH0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0703 ***********************************************************************
 EH0703  DESIGNATION -  Q 221
 EH0703  PID         -  EH0703
 EH0703  STATE/COUNTY-  AR/PHILLIPS
 EH0703  USGS QUAD   -  MOON LAKE (1964)
 EH0703
 EH0703                         *CURRENT SURVEY CONTROL
 EH0703  ___________________________________________________________________
 EH0703* NAD 83(1997)-  34 27 26.87107(N)    090 35 52.03741(W)     ADJUSTED  
 EH0703* NAVD 88     -        63.247  (meters)     207.50   (feet)  ADJUSTED  
 EH0703  ___________________________________________________________________
 EH0703  X           -     -54,928.040 (meters)                     COMP
 EH0703  Y           -  -5,264,457.979 (meters)                     COMP
 EH0703  Z           -   3,588,422.880 (meters)                     COMP
 EH0703  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 EH0703  ELLIP HEIGHT-          36.42  (meters)          (09/14/99) GPS OBS
 EH0703  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH0703  DYNAMIC HT  -          63.185 (meters)     207.30  (feet)  COMP
 EH0703  MODELED GRAV-     979,663.2   (mgal)                       NAVD 88
 EH0703
 EH0703  HORZ ORDER  -  SECOND
 EH0703  VERT ORDER  -  FIRST     CLASS II
 EH0703  ELLP ORDER  -  FOURTH    CLASS I
 EH0703
 EH0703.The horizontal coordinates were established by GPS observations
 EH0703.and adjusted by the National Geodetic Survey in September 1999..
 EH0703
 EH0703.The orthometric height was determined by differential leveling
 EH0703.and adjusted by the National Geodetic Survey in June 1991..
 EH0703.WARNING-Repeat measurements at this control monument indicate possible
 EH0703.vertical movement.
 EH0703
 EH0703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0703
 EH0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0703
 EH0703.The ellipsoidal height was determined by GPS observations
 EH0703.and is referenced to NAD 83.
 EH0703
 EH0703.The geoid height was determined by GEOID03.
 EH0703
 EH0703.The dynamic height is computed by dividing the NAVD 88
 EH0703.geopotential number by the normal gravity value computed on the
 EH0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0703.degrees latitude (g = 980.6199 gals.).
 EH0703
 EH0703.The modeled gravity was interpolated from observed gravity values.
 EH0703
 EH0703;                    North         East     Units Scale Factor Converg.
 EH0703;SPC AR S     -   599,506.349   528,833.449   MT  0.99994565   +0 47 05.3
 EH0703;SPC AR S     - 1,966,880.41  1,735,014.41   sFT  0.99994565   +0 47 05.3
 EH0703;SPC MS W     -   549,721.321   675,701.327   MT  0.99995727   -0 08 58.7
 EH0703;SPC MS W     - 1,803,544.03  2,216,863.44   sFT  0.99995727   -0 08 58.7
 EH0703;UTM  15      - 3,815,498.804   720,666.238   MT  1.00020024   +1 21 34.9
 EH0703
 EH0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0703!SPC AR S     -   0.99999428  x   0.99994565  =   0.99993993
 EH0703!SPC MS W     -   0.99999428  x   0.99995727  =   0.99995155
 EH0703!UTM  15      -   0.99999428  x   1.00020024  =   1.00019452
 EH0703
 EH0703                          SUPERSEDED SURVEY CONTROL
 EH0703
 EH0703  NAD 83(1997)-  34 27 26.87103(N)    090 35 52.03693(W) AD(       ) 2
 EH0703  NAD 83(1986)-  34 27 26.87916(N)    090 35 52.03639(W) AD(       ) 2
 EH0703  NGVD 29 (??/??/??)   63.282  (m)          207.62   (f) ADJUSTED    1 2
 EH0703
 EH0703.Superseded values are not recommended for survey control.
 EH0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0703.See file dsdata.txt to determine how the superseded data were derived.
 EH0703
 EH0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2066615499(NAD 83)
 EH0703_MARKER: DB = BENCH MARK DISK
 EH0703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0703_SP_SET: 104 FT.
 EH0703_STAMPING: Q 221 1976
 EH0703_MARK LOGO: NGS   
 EH0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0703+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH0703
 EH0703  HISTORY     - Date     Condition        Report By
 EH0703  HISTORY     - 1976     MONUMENTED       NGS
 EH0703  HISTORY     - 1985     GOOD             NGS
 EH0703  HISTORY     - 1985     GOOD             NGS
 EH0703
 EH0703                          STATION DESCRIPTION
 EH0703
 EH0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0703'5.4 MI S FROM HELENA.
 EH0703'5.4 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0703'HELENA, 0.3 MILES SOUTHEAST OF THE ARKANSAS POWER AND LIGHT COMPANY
 EH0703'STEAM ELECTRIC STATION, 0.2 MILE SOUTH OF THE CROSSING OF THE TEXAS
 EH0703'GAS TRANSMISSION CORPORATION PIPE LINE, 23 FEET WEST OF THE CENTER
 EH0703'LINE OF THE LEVEE, AND 3 FEET SOUTH OF MILEPOST 6/7.  A DISK ON TOP OF
 EH0703'A COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET ENCASED IN A PIPE
 EH0703'PROJECTING +0 INCHES.  2 FEET BELOW LEVEE.  1 FOOT NORTH OF A WITNESS
 EH0703'POST.
 EH0703
 EH0703                          STATION RECOVERY (1985)
 EH0703
 EH0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0703'STATION IS LOCATED 8 KM (5 MI) SOUTH OF HELENA, 0.5 KM (0.3 MI)
 EH0703'SOUTH-SOUTHEAST OF THE ARKANSAS POWER AMD LIGHT GENERATING STATION,
 EH0703'ON THE MAIN LEVEE ALONG THE MISSISSIPPI RIVER, IN T 3 S, R 5 E,
 EH0703'EAST CENTERAL SECTION 5.  OWNERSHIP--HELENA IMPROVEMENT DISTRICT
 EH0703'C/O ROSCOPE AND HIGGINS, P.A., PO BOX 610, HELENA AR 72342,
 EH0703'PHONE 501-338-3438.
 EH0703'
 EH0703'TO REACH FROM THE JUNCTION OF US HIGHWAY 49 AND STATE HIGHWAY 20
 EH0703'AND 44 AT THE SOUTH EDGE OF HELENA, GO SOUTH ON HIGHWAY 20 AND 44
 EH0703'FOR 0.32 KM (0.2 MI) TO A ROAD RIGHT.  CONTINUE AHEAD ON HIGHWAY
 EH0703'20 FOR 9.75 KM (6.0 MI) TO ITS JUNCTION WITH STATE HIGHWAY 20
 EH0703'SPUR ON THE LEFT.  TURN LEFT, SOUTHEAST, ON HIGHWAY 20 SPUR FOR
 EH0703'3.1 KM (1.95 MI) TO ITS JUNCTION WITH THE LEVEE ROAD.  TURN LEFT,
 EH0703'NORTHEAST, ON THE LEVEE ROAD FOR 5.3 KM (3.3 MI) TO MILEPOST
 EH0703'9/10 ON THE LEFT.  CONTINUE AHEAD FOR 4.8 KM (3.0 MI) TO
 EH0703'MILEPOST 6/7 AND THE STATION.  (THIS IS 0.45  KM (0.3 MI)
 EH0703'BEFORE REACHING A LOCKED CYCLONE GATE AT THE SOUTH EDGE OF THE
 EH0703'GENERATING STATION.
 EH0703'
 EH0703'STATION  MARK, A STANDARD NGS BENCH MARK DISK STAMPED---Q 221 1976---.
 EH0703'IS CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A VINYL PIPE. DISK
 EH0703'IS 5 CM BELOW GROUND.  IT IS 160 METERS SOUTH OF A GAS LINE CROSSING,
 EH0703'11 METERS SOUTH OF THE EXTENDED CENTER OF A CANAL TO THE WEST,
 EH0703'6.5 METERS WEST OF THE ROAD CENTER, 0.5 METER LOWER THAN THE
 EH0703'ROAD, 0.8 METER SOUTH-SOUTHWEST OF THE MILEPOST, 0.4 METER
 EH0703'NORTH OF  A METAL WITNESS POST, AND 0.3 METER SOUTH OF
 EH0703'A FIBERGLASS WITNESS POST.
 EH0703'
 EH0703'THIS STATION IS INTERVISIBLE WITH C 305.
 EH0703
 EH0703                          STATION RECOVERY (1985)
 EH0703
 EH0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0703'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.31 METERS (1.0 FT) SOUTH OF
 EH0703'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1003 ***********************************************************************
 EH1003  DESIGNATION -  Q 222
 EH1003  PID         -  EH1003
 EH1003  STATE/COUNTY-  AR/PHILLIPS
 EH1003  USGS QUAD   -  HELENA (1982)
 EH1003
 EH1003                         *CURRENT SURVEY CONTROL
 EH1003  ___________________________________________________________________
 EH1003* NAD 83(1986)-  34 33 01.     (N)    090 35 19.     (W)     SCALED    
 EH1003* NAVD 88     -        64.327  (meters)     211.05   (feet)  ADJUSTED  
 EH1003  ___________________________________________________________________
 EH1003  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH1003  DYNAMIC HT  -          64.265 (meters)     210.84  (feet)  COMP
 EH1003  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EH1003
 EH1003  VERT ORDER  -  FIRST     CLASS II
 EH1003
 EH1003.The horizontal coordinates were scaled from a topographic map and have
 EH1003.an estimated accuracy of +/- 6 seconds.
 EH1003
 EH1003.The orthometric height was determined by differential leveling
 EH1003.and adjusted by the National Geodetic Survey in June 1991..
 EH1003
 EH1003.The geoid height was determined by GEOID03.
 EH1003
 EH1003.The dynamic height is computed by dividing the NAVD 88
 EH1003.geopotential number by the normal gravity value computed on the
 EH1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1003.degrees latitude (g = 980.6199 gals.).
 EH1003
 EH1003.The modeled gravity was interpolated from observed gravity values.
 EH1003
 EH1003;                    North         East    Units  Estimated Accuracy
 EH1003;SPC AR S     -   609,810.      529,540.      MT  (+/- 180 meters Scaled)
 EH1003
 EH1003                          SUPERSEDED SURVEY CONTROL
 EH1003
 EH1003  NGVD 29 (??/??/??)   64.364  (m)          211.17   (f) ADJUSTED    1 2
 EH1003
 EH1003.Superseded values are not recommended for survey control.
 EH1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1003.See file dsdata.txt to determine how the superseded data were derived.
 EH1003
 EH1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU212258(NAD 83)
 EH1003_MARKER: DB = BENCH MARK DISK
 EH1003_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1003+WITH SETTING: INTO GROUND
 EH1003_STAMPING: Q 222 1976
 EH1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1003+STABILITY: SURFACE MOTION
 EH1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1003+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH1003
 EH1003  HISTORY     - Date     Condition        Report By
 EH1003  HISTORY     - 1976     MONUMENTED       NGS
 EH1003  HISTORY     - 1987     GOOD             USPSQD
 EH1003  HISTORY     - 20030402 GOOD             USACE
 EH1003
 EH1003                          STATION DESCRIPTION
 EH1003
 EH1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1003'1.65 MI N FROM HELENA.
 EH1003'1.65 MILES NORTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH1003'HELENA, AT THE JUNCTION OF RIVER ROAD, 37 FEET SOUTHWEST OF THE CENTER
 EH1003'OF A GATE ON THE LEVEE, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EH1003'LEVEE, 11 FEET SOUTH OF THE CENTER OF A DRIVEWAY, AND 2 FEET EAST OF A
 EH1003'FENCE CORNER.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH
 EH1003'OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET ABOVE ROAD 1
 EH1003'FOOT NORTH OF A WITNESS POST.
 EH1003
 EH1003                          STATION RECOVERY (1987)
 EH1003
 EH1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1003'RECOVERED IN GOOD CONDITION.
 EH1003
 EH1003                          STATION RECOVERY (2003)
 EH1003
 EH1003'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1442 ***********************************************************************
 EH1442  HT_MOD      -  This is a Height Modernization Survey Station.
 EH1442  DESIGNATION -  Q 223
 EH1442  PID         -  EH1442
 EH1442  STATE/COUNTY-  AR/DESHA
 EH1442  USGS QUAD   -  SNOW LAKE (1967)
 EH1442
 EH1442                         *CURRENT SURVEY CONTROL
 EH1442  ___________________________________________________________________
 EH1442* NAD 83(1997)-  34 01 51.07171(N)    091 02 48.67594(W)     ADJUSTED  
 EH1442* NAVD 88     -        54.32   (meters)     178.2    (feet)  GPS OBS   
 EH1442  ___________________________________________________________________
 EH1442  X           -     -96,673.485 (meters)                     COMP
 EH1442  Y           -  -5,290,483.715 (meters)                     COMP
 EH1442  Z           -   3,549,298.865 (meters)                     COMP
 EH1442  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 EH1442  ELLIP HEIGHT-          27.84  (meters)          (11/18/03) GPS OBS
 EH1442  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH1442  DYNAMIC HT  -          54.26  (meters)     178.0   (feet)  COMP
 EH1442  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 EH1442
 EH1442  HORZ ORDER  -  B
 EH1442  VERT ORDER  -  THIRD (See Below)
 EH1442  ELLP ORDER  -  SECOND    CLASS II
 EH1442
 EH1442.The horizontal coordinates were established by GPS observations
 EH1442.and adjusted by the National Geodetic Survey in November 2003..
 EH1442
 EH1442.The orthometric height was determined by GPS observations and a
 EH1442.high-resolution geoid model using precise GPS observation and
 EH1442.processing techniques. It supersedes the leveled height previously
 EH1442.determined for this station.
 EH1442.The vertical order pertains to the first NAVD 88 superseded value.
 EH1442
 EH1442.Photographs are available for this station.
 EH1442
 EH1442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1442
 EH1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1442
 EH1442.The ellipsoidal height was determined by GPS observations
 EH1442.and is referenced to NAD 83.
 EH1442
 EH1442.The geoid height was determined by GEOID03.
 EH1442
 EH1442.The dynamic height is computed by dividing the NAVD 88
 EH1442.geopotential number by the normal gravity value computed on the
 EH1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1442.degrees latitude (g = 980.6199 gals.).
 EH1442
 EH1442.The modeled gravity was interpolated from observed gravity values.
 EH1442
 EH1442;                    North         East     Units Scale Factor Converg.
 EH1442;SPC AR S     -   551,714.587   488,015.853   MT  0.99991847   +0 32 00.5
 EH1442;SPC AR S     - 1,810,083.61  1,601,098.68   sFT  0.99991847   +0 32 00.5
 EH1442;UTM  15      - 3,767,297.323   680,316.677   MT  1.00000082   +1 05 36.1
 EH1442
 EH1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1442!SPC AR S     -   0.99999563  x   0.99991847  =   0.99991410
 EH1442!UTM  15      -   0.99999563  x   1.00000082  =   0.99999645
 EH1442
 EH1442                          SUPERSEDED SURVEY CONTROL
 EH1442
 EH1442  NAD 83(1997)-  34 01 51.07136(N)    091 02 48.67570(W) AD(       ) 1
 EH1442  ELLIP H (01/24/03)   27.86   (m)                       GP(       ) 2 2
 EH1442  NAVD 88 (06/15/91)   54.372  (m)          178.39   (f) ADJUSTED    1 2
 EH1442  NGVD 29 (??/??/??)   54.417  (m)          178.53   (f) ADJUSTED    1 2
 EH1442
 EH1442.Superseded values are not recommended for survey control.
 EH1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1442.See file dsdata.txt to determine how the superseded data were derived.
 EH1442
 EH1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8031767297(NAD 83)
 EH1442_MARKER: DB = BENCH MARK DISK
 EH1442_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1442+WITH SETTING: INTO GROUND
 EH1442_STAMPING: Q 223 1976
 EH1442_MARK LOGO: NGS   
 EH1442_PROJECTION: RECESSED 1 CENTIMETERS
 EH1442_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1442+STABILITY: SURFACE MOTION
 EH1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1442+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003
 EH1442_ROD/PIPE-DEPTH: 1.2  meters
 EH1442
 EH1442  HISTORY     - Date     Condition        Report By
 EH1442  HISTORY     - 1976     MONUMENTED       NGS
 EH1442  HISTORY     - 1985     GOOD             NGS
 EH1442  HISTORY     - 20000901 GOOD             USE
 EH1442  HISTORY     - 20011018 GOOD             3001
 EH1442  HISTORY     - 20020406 GOOD             USACE
 EH1442  HISTORY     - 20020406 GOOD             USACE
 EH1442  HISTORY     - 20020723 GOOD             PYBURN
 EH1442  HISTORY     - 20020912 GOOD             PYBURN
 EH1442  HISTORY     - 20030726 GOOD             EMCINC
 EH1442
 EH1442                          STATION DESCRIPTION
 EH1442
 EH1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1442'24.0 MI S FROM MELLWOOD.
 EH1442'24.0 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH1442'MELLWOOD, 20 FEET NORTH OF THE CENTER OF LEVEE, AND 3 EAST OF MILEPOST
 EH1442'63/64.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH1442'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH1442'FOOT WEST OF A WITNESS POST.
 EH1442
 EH1442                          STATION RECOVERY (1985)
 EH1442
 EH1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1442'RECOVERED IN GOOD CONDITION.
 EH1442
 EH1442                          STATION RECOVERY (2000)
 EH1442
 EH1442'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH1442'RECOVERED IN GOOD CONDITION.
 EH1442
 EH1442                          STATION RECOVERY (2001)
 EH1442
 EH1442'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH1442'THE STATION IS LOCATED IN SNOW LAKE, ARKANSAS.  24 MILES SOUTH OF
 EH1442'MELLWOOD, ARKANSAS.
 EH1442' 
 EH1442'TO REACH THE STATION FROM HWY 85 CROSSING WITH THE NORTH LEG OF
 EH1442'LACONIA CIRCLE LEVEE,
 EH1442'PROCEED SOUTH THEN WEST ALONG HWY 85 FOR 3.8 MILES TO MT. OLIVE ROAD
 EH1442'ON RIGHT.  TURN
 EH1442'RIGHT AND PROCEED ALONG MT. OLIVE ROAD FOR 0.2 MILES TO A FIELD ROAD
 EH1442'ON THE LEFT RUNNING
 EH1442'PARALLEL TO TOE OF LEVEE.  TURN LEFT AND PROCEED FOR 2.8 MILES TO THE
 EH1442'TOP OF LEVEE.  SWING
 EH1442'LEFT AND PROCEED ALONG TOP OF LEVEE FOR 1.8 MILES TO LMP 63/64, AND
 EH1442'THE MARK IS ON THE
 EH1442'LEFT.
 EH1442' 
 EH1442'THE STATION IS LOCATED 3.0 FEET SOUTHEAST OF LMP 63/64 AND 18.0 FEET
 EH1442'NORTH OF CENTERLINE
 EH1442'OF LEVEE.  STATION IS A STANDARD NGS BRASS DISC RECESSED IN PVC PIPE
 EH1442'STAMPED Q 223 1976
 EH1442'SET 0.5 IN BELOW GROUND.
 EH1442'
 EH1442
 EH1442                          STATION RECOVERY (2002)
 EH1442
 EH1442'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1442'RECOVERED IN GOOD CONDITION.
 EH1442
 EH1442                          STATION RECOVERY (2002)
 EH1442
 EH1442'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002
 EH1442'RECOVERED AS DESCRIBED
 EH1442
 EH1442                          STATION RECOVERY (2002)
 EH1442
 EH1442'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 EH1442'RECOVERED AS DESCRIBED
 EH1442'IPYBURN
 EH1442'
 EH1442
 EH1442                          STATION RECOVERY (2002)
 EH1442
 EH1442'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 EH1442'RECOVERED AS DESCRIBEDIPYBURN
 EH1442
 EH1442                          STATION RECOVERY (2003)
 EH1442
 EH1442'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 EH1442'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 EH1442'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2428 ***********************************************************************
 EH2428  DESIGNATION -  Q 224 RESET
 EH2428  PID         -  EH2428
 EH2428  STATE/COUNTY-  AR/PHILLIPS
 EH2428  USGS QUAD   -  WEST HELENA (1982)
 EH2428
 EH2428                         *CURRENT SURVEY CONTROL
 EH2428  ___________________________________________________________________
 EH2428* NAD 83(1986)-  34 33 16.     (N)    090 41 12.     (W)     SCALED    
 EH2428* NAVD 88     -        66.72   (meters)     218.9    (feet)  RESET     
 EH2428  ___________________________________________________________________
 EH2428  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH2428
 EH2428  VERT ORDER  -  THIRD
 EH2428
 EH2428.The horizontal coordinates were scaled from a topographic map and have
 EH2428.an estimated accuracy of +/- 6 seconds.
 EH2428
 EH2428.The orthometric height was computed from unverified reset data.
 EH2428.No vertical observational check was made to the station.
 EH2428
 EH2428.The geoid height was determined by GEOID03.
 EH2428
 EH2428;                    North         East    Units  Estimated Accuracy
 EH2428;SPC AR S     -   610,160.      520,530.      MT  (+/- 180 meters Scaled)
 EH2428
 EH2428                          SUPERSEDED SURVEY CONTROL
 EH2428
 EH2428  NGVD 29 (??/??/??)   66.76   (m)          219.0    (f) RESET       3  
 EH2428
 EH2428.Superseded values are not recommended for survey control.
 EH2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2428.See file dsdata.txt to determine how the superseded data were derived.
 EH2428
 EH2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU122260(NAD 83)
 EH2428_MARKER: DB = BENCH MARK DISK
 EH2428_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH2428+WITH SETTING: INTO GROUND
 EH2428_STAMPING: Q 224 RESET 1977
 EH2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2428+STABILITY: SURFACE MOTION
 EH2428
 EH2428  HISTORY     - Date     Condition        Report By
 EH2428  HISTORY     - 1977     MONUMENTED       NGS
 EH2428
 EH2428                          STATION DESCRIPTION
 EH2428
 EH2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EH2428'3.45 MI W FROM WEST HELENA.
 EH2428'4.5 MILES EAST ALONG U.S. HIGHWAY 49 FROM THE JUNCTION OF STATE HIGH-
 EH2428'WAYS 1 AND 85 AT WALNUT CORNERS, 75.0 FEET SOUTH OF THE CENTER OF 4
 EH2428'LANE HIGHWAY, 14.0 FEET WEST OF POWER POLE, 9.9 FEET WEST OF THE NORTH
 EH2428'SIGNBOARD POST, 1.0 FOOT EAST OF FENCELINE AND 1.3 FEET SOUTH OF A
 EH2428'METAL WITNESS POST AND SIGN.  A DISK ON THE TOP OF A COPPER-COATED
 EH2428'STEEL ROD SET TO A DEPTH OF 4 FEET ENCASED IN A PIPE, ABOUT LEVEL WITH
 EH2428'HIGHWAY, .95 MILE WEST OF BENCH MARK V 224 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1492 ***********************************************************************
 EH1492  DESIGNATION -  Q 225
 EH1492  PID         -  EH1492
 EH1492  STATE/COUNTY-  AR/ARKANSAS
 EH1492  USGS QUAD   -  DE WITT (1968)
 EH1492
 EH1492                         *CURRENT SURVEY CONTROL
 EH1492  ___________________________________________________________________
 EH1492* NAD 83(1986)-  34 19 40.     (N)    091 16 18.     (W)     SCALED    
 EH1492* NAVD 88     -        58.496  (meters)     191.92   (feet)  ADJUSTED  
 EH1492  ___________________________________________________________________
 EH1492  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH1492  DYNAMIC HT  -          58.440 (meters)     191.73  (feet)  COMP
 EH1492  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EH1492
 EH1492  VERT ORDER  -  FIRST     CLASS II
 EH1492
 EH1492.The horizontal coordinates were scaled from a topographic map and have
 EH1492.an estimated accuracy of +/- 6 seconds.
 EH1492
 EH1492.The orthometric height was determined by differential leveling
 EH1492.and adjusted by the National Geodetic Survey in August 1993..
 EH1492
 EH1492.The geoid height was determined by GEOID03.
 EH1492
 EH1492.The dynamic height is computed by dividing the NAVD 88
 EH1492.geopotential number by the normal gravity value computed on the
 EH1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1492.degrees latitude (g = 980.6199 gals.).
 EH1492
 EH1492.The modeled gravity was interpolated from observed gravity values.
 EH1492
 EH1492;                    North         East    Units  Estimated Accuracy
 EH1492;SPC AR S     -   584,480.      467,020.      MT  (+/- 180 meters Scaled)
 EH1492
 EH1492                          SUPERSEDED SURVEY CONTROL
 EH1492
 EH1492  NAVD 88 (06/15/91)   58.459  (m)          191.79   (f) UNKNOWN     1 2
 EH1492  NGVD 29 (??/??/??)   58.520  (m)          191.99   (f) ADJUSTED    1 2
 EH1492
 EH1492.Superseded values are not recommended for survey control.
 EH1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1492.See file dsdata.txt to determine how the superseded data were derived.
 EH1492
 EH1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT590998(NAD 83)
 EH1492_MARKER: DB = BENCH MARK DISK
 EH1492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1492_SP_SET: 88 FT.
 EH1492_STAMPING: Q 225 1976
 EH1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1492+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1492
 EH1492  HISTORY     - Date     Condition        Report By
 EH1492  HISTORY     - 1976     MONUMENTED       NGS
 EH1492  HISTORY     - 1987     GOOD             USPSQD
 EH1492  HISTORY     - 20030414 GOOD             USACE
 EH1492
 EH1492                          STATION DESCRIPTION
 EH1492
 EH1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1492'9.75 MI SW FROM ST CHARLES.
 EH1492'9.75 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH
 EH1492'FIRST STREET AT ST. CHARLES, SET AT THE NORTH CORNER OF THE JUNCTION
 EH1492'OF STATE HIGHWAY 153, 69 FEET NORTHWEST OF THE CENTERLINE OF THE
 EH1492'HIGHWAY, 86 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD, AND
 EH1492'15.5 FEET NORTH OF A SECTION CORNER POST.  NOTE BM IS ALSO 3.55 MILES
 EH1492'NORTH EAST OF DEWITT.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH1492'DEPTH OF 88 FEET ENCASED IN A PIPE PROJECTING +2 INCHES.  5 FEET ABOVE
 EH1492'HIGHWAY 2 FEET SOUTHEAST OF A WITNESS POST.
 EH1492
 EH1492                          STATION RECOVERY (1987)
 EH1492
 EH1492'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1492'RECOVERED IN GOOD CONDITION.
 EH1492
 EH1492                          STATION RECOVERY (2003)
 EH1492
 EH1492'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1344 ***********************************************************************
 EH1344  DESIGNATION -  Q 226
 EH1344  PID         -  EH1344
 EH1344  STATE/COUNTY-  AR/ARKANSAS
 EH1344  USGS QUAD   -  DE WITT (1968)
 EH1344
 EH1344                         *CURRENT SURVEY CONTROL
 EH1344  ___________________________________________________________________
 EH1344* NAD 83(1986)-  34 18 12.     (N)    091 19 24.     (W)     SCALED    
 EH1344* NAVD 88     -        51.927  (meters)     170.36   (feet)  ADJUSTED  
 EH1344  ___________________________________________________________________
 EH1344  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH1344  DYNAMIC HT  -          51.876 (meters)     170.20  (feet)  COMP
 EH1344  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 EH1344
 EH1344  VERT ORDER  -  FIRST     CLASS II
 EH1344
 EH1344.The horizontal coordinates were scaled from a topographic map and have
 EH1344.an estimated accuracy of +/- 6 seconds.
 EH1344
 EH1344.The orthometric height was determined by differential leveling
 EH1344.and adjusted by the National Geodetic Survey in August 1993..
 EH1344
 EH1344.The geoid height was determined by GEOID03.
 EH1344
 EH1344.The dynamic height is computed by dividing the NAVD 88
 EH1344.geopotential number by the normal gravity value computed on the
 EH1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1344.degrees latitude (g = 980.6199 gals.).
 EH1344
 EH1344.The modeled gravity was interpolated from observed gravity values.
 EH1344
 EH1344;                    North         East    Units  Estimated Accuracy
 EH1344;SPC AR S     -   581,730.      462,290.      MT  (+/- 180 meters Scaled)
 EH1344
 EH1344                          SUPERSEDED SURVEY CONTROL
 EH1344
 EH1344  NAVD 88 (06/15/91)   51.885  (m)          170.23   (f) UNKNOWN     1 2
 EH1344  NGVD 29 (??/??/??)   51.950  (m)          170.44   (f) ADJUSTED    1 2
 EH1344
 EH1344.Superseded values are not recommended for survey control.
 EH1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1344.See file dsdata.txt to determine how the superseded data were derived.
 EH1344
 EH1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT542970(NAD 83)
 EH1344_MARKER: DB = BENCH MARK DISK
 EH1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1344_SP_SET: CULVERT
 EH1344_STAMPING: Q 226 1976
 EH1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1344+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1344
 EH1344  HISTORY     - Date     Condition        Report By
 EH1344  HISTORY     - 1976     MONUMENTED       NGS
 EH1344  HISTORY     - 20030414 GOOD             USACE
 EH1344
 EH1344                          STATION DESCRIPTION
 EH1344
 EH1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1344'1.1 MI NE FROM DEWITT.
 EH1344'0.2 MILE EAST ON CROSS STREET FROM THE COURTHOUSE AT DEWITT, THENCE
 EH1344'0.2 MILE NORTH ON CEDER STREET, THENCE 0.7 MILE NORTHEAST ON NORTH
 EH1344'HALLIBURTON STREET, SET IN THE NORTH END OF THE WEST HEADWALL OF A
 EH1344'CONCRETE CULVERT, 23 FEET NORTH OF THE CENTER OF A DRIVEWAY, AND 12
 EH1344'FEET WEST OF THE CENTER LINE OF STREET.  3 FEET ABOVE STREET.
 EH1344
 EH1344                          STATION RECOVERY (2003)
 EH1344
 EH1344'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1254 ***********************************************************************
 EJ1254  DESIGNATION -  Q 23
 EJ1254  PID         -  EJ1254
 EJ1254  STATE/COUNTY-  AR/CLARK
 EJ1254  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1254
 EJ1254                         *CURRENT SURVEY CONTROL
 EJ1254  ___________________________________________________________________
 EJ1254* NAD 83(1986)-  34 07 37.     (N)    093 26 34.     (W)     SCALED    
 EJ1254* NAVD 88     -       107.234  (meters)     351.82   (feet)  ADJUSTED  
 EJ1254  ___________________________________________________________________
 EJ1254  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EJ1254  DYNAMIC HT  -         107.126 (meters)     351.46  (feet)  COMP
 EJ1254  MODELED GRAV-     979,625.6   (mgal)                       NAVD 88
 EJ1254
 EJ1254  VERT ORDER  -  SECOND    CLASS 0
 EJ1254
 EJ1254.The horizontal coordinates were scaled from a topographic map and have
 EJ1254.an estimated accuracy of +/- 6 seconds.
 EJ1254
 EJ1254.The orthometric height was determined by differential leveling
 EJ1254.and adjusted by the National Geodetic Survey in June 1991..
 EJ1254
 EJ1254.The geoid height was determined by GEOID03.
 EJ1254
 EJ1254.The dynamic height is computed by dividing the NAVD 88
 EJ1254.geopotential number by the normal gravity value computed on the
 EJ1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1254.degrees latitude (g = 980.6199 gals.).
 EJ1254
 EJ1254.The modeled gravity was interpolated from observed gravity values.
 EJ1254
 EJ1254;                    North         East    Units  Estimated Accuracy
 EJ1254;SPC AR S     -   562,900.      266,920.      MT  (+/- 180 meters Scaled)
 EJ1254
 EJ1254                          SUPERSEDED SURVEY CONTROL
 EJ1254
 EJ1254  NGVD 29 (??/??/92)  107.235  (m)          351.82   (f) ADJ UNCH    2 0
 EJ1254
 EJ1254.Superseded values are not recommended for survey control.
 EJ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1254.See file dsdata.txt to determine how the superseded data were derived.
 EJ1254
 EJ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT591763(NAD 83)
 EJ1254_MARKER: DB = BENCH MARK DISK
 EJ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1254_STAMPING: 351.820 Q 23 1932
 EJ1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1254+STABILITY: SURFACE MOTION
 EJ1254
 EJ1254  HISTORY     - Date     Condition        Report By
 EJ1254  HISTORY     - 1932     MONUMENTED       CGS
 EJ1254  HISTORY     - 1934     MARK NOT FOUND   NGS
 EJ1254  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1254
 EJ1254                          STATION DESCRIPTION
 EJ1254
 EJ1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1254'IN GRAYSONIA.
 EJ1254'AT GRAYSONIA, CLARK COUNTY, 78 FEET EAST OF THE MISSOURI PACIFIC
 EJ1254'RAILROAD STATION, 52 FEET EAST OF THE EAST RAIL, AND 38 FEET NORTH OF
 EJ1254'THE NORTH RAIL OF A LOGGING ROAD THAT CROSSES JUST SOUTH OF THE
 EJ1254'STATION.  A STANDARD DISK, STAMPED 351.820 Q 23 1932 AND SET IN THE
 EJ1254'TOP OF A CONCRETE POST.
 EJ1254
 EJ1254                          STATION RECOVERY (1975)
 EJ1254
 EJ1254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0676 ***********************************************************************
 FF0676  DESIGNATION -  Q 242
 FF0676  PID         -  FF0676
 FF0676  STATE/COUNTY-  AR/CROSS
 FF0676  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0676
 FF0676                         *CURRENT SURVEY CONTROL
 FF0676  ___________________________________________________________________
 FF0676* NAD 83(1986)-  35 26 44.     (N)    090 44 33.     (W)     SCALED    
 FF0676* NAVD 88     -        83.461  (meters)     273.82   (feet)  ADJUSTED  
 FF0676  ___________________________________________________________________
 FF0676  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF0676  DYNAMIC HT  -          83.387 (meters)     273.58  (feet)  COMP
 FF0676  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FF0676
 FF0676  VERT ORDER  -  FIRST     CLASS II
 FF0676
 FF0676.The horizontal coordinates were scaled from a topographic map and have
 FF0676.an estimated accuracy of +/- 6 seconds.
 FF0676
 FF0676.The orthometric height was determined by differential leveling
 FF0676.and adjusted by the National Geodetic Survey in June 1991..
 FF0676
 FF0676.The geoid height was determined by GEOID03.
 FF0676
 FF0676.The dynamic height is computed by dividing the NAVD 88
 FF0676.geopotential number by the normal gravity value computed on the
 FF0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0676.degrees latitude (g = 980.6199 gals.).
 FF0676
 FF0676.The modeled gravity was interpolated from observed gravity values.
 FF0676
 FF0676;                    North         East    Units  Estimated Accuracy
 FF0676;SPC AR N     -   124,120.      514,160.      MT  (+/- 180 meters Scaled)
 FF0676
 FF0676                          SUPERSEDED SURVEY CONTROL
 FF0676
 FF0676  NGVD 29 (??/??/??)   83.410  (m)          273.65   (f) ADJUSTED    1 2
 FF0676
 FF0676.Superseded values are not recommended for survey control.
 FF0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0676.See file dsdata.txt to determine how the superseded data were derived.
 FF0676
 FF0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV048247(NAD 83)
 FF0676_MARKER: DB = BENCH MARK DISK
 FF0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0676_STAMPING: Q 242 1938
 FF0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0676+STABILITY: SURFACE MOTION
 FF0676
 FF0676  HISTORY     - Date     Condition        Report By
 FF0676  HISTORY     - 1938     MONUMENTED       CGS
 FF0676  HISTORY     - 1956     GOOD             CGS
 FF0676  HISTORY     - 20030507 POOR             USACE
 FF0676
 FF0676                          STATION DESCRIPTION
 FF0676
 FF0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0676'2.4 MI S FROM WHITEHALL.
 FF0676'ABOUT 2.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0676'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, ABOUT 2.9 MILES
 FF0676'NORTH OF THE STATION AT CHERRY VALLEY, CROSS COUNTY, AT THE
 FF0676'CROSSING OF THE CROSS-POINSETT COUNTY LINE ROAD, 31 FEET EAST
 FF0676'OF EAST RAIL AT CENTER OF A CATTLE GUARD ACROSS TRACK, 46 FEET
 FF0676'NORTH OF TELEPHONE POLE NO. 264/27 (THE 3RD POLE NORTH OF MILE
 FF0676'POLE 265), 51 1/2 FEET SOUTH OF CENTER LINE OF ROAD, 228 FEET
 FF0676'SOUTHEAST AND ACROSS ROAD AND TRACK FROM THE SOUTHEAST CORNER
 FF0676'OF HYDRICK BAPTIST CHURCH, 6 1/2 FEET WEST-NORTHWEST OF A FENCE
 FF0676'CORNER, 2 1/2 FEET NORTH OF A FENCE WHICH EXTENDS TO CATTLE
 FF0676'GUARD ACROSS TRACK, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET
 FF0676'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 FF0676
 FF0676                          STATION RECOVERY (2003)
 FF0676
 FF0676'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0676'DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1026 ***********************************************************************
 DK1026  DESIGNATION -  Q 243
 DK1026  PID         -  DK1026
 DK1026  STATE/COUNTY-  AR/ASHLEY
 DK1026  USGS QUAD   -  MONTROSE (1981)
 DK1026
 DK1026                         *CURRENT SURVEY CONTROL
 DK1026  ___________________________________________________________________
 DK1026* NAD 83(1986)-  33 20 45.     (N)    091 29 33.     (W)     SCALED    
 DK1026* NAVD 88     -        37.976  (meters)     124.59   (feet)  ADJUSTED  
 DK1026  ___________________________________________________________________
 DK1026  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DK1026  DYNAMIC HT  -          37.936 (meters)     124.46  (feet)  COMP
 DK1026  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 DK1026
 DK1026  VERT ORDER  -  FIRST     CLASS II
 DK1026
 DK1026.The horizontal coordinates were scaled from a topographic map and have
 DK1026.an estimated accuracy of +/- 6 seconds.
 DK1026
 DK1026.The orthometric height was determined by differential leveling
 DK1026.and adjusted by the National Geodetic Survey in June 1991..
 DK1026
 DK1026.The geoid height was determined by GEOID03.
 DK1026
 DK1026.The dynamic height is computed by dividing the NAVD 88
 DK1026.geopotential number by the normal gravity value computed on the
 DK1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1026.degrees latitude (g = 980.6199 gals.).
 DK1026
 DK1026.The modeled gravity was interpolated from observed gravity values.
 DK1026
 DK1026;                    North         East    Units  Estimated Accuracy
 DK1026;SPC AR S     -   475,450.      447,240.      MT  (+/- 180 meters Scaled)
 DK1026
 DK1026                          SUPERSEDED SURVEY CONTROL
 DK1026
 DK1026  NGVD 29 (??/??/??)   38.086  (m)          124.95   (f) ADJUSTED    1 2
 DK1026
 DK1026.Superseded values are not recommended for survey control.
 DK1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1026.See file dsdata.txt to determine how the superseded data were derived.
 DK1026
 DK1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS402906(NAD 83)
 DK1026_MARKER: DB = BENCH MARK DISK
 DK1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1026_STAMPING: Q 243 1939
 DK1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1026+STABILITY: SURFACE MOTION
 DK1026
 DK1026  HISTORY     - Date     Condition        Report By
 DK1026  HISTORY     - 1939     MONUMENTED       CGS
 DK1026  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1026  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1026
 DK1026                          STATION DESCRIPTION
 DK1026
 DK1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1026'1.4 MI S FROM BOYDELL.
 DK1026'1.4 MILES SOUTH OF THE R.R. STATION.  A STANDARD DISC SET IN TOP OF A
 DK1026'CONCRETE POST LOCATED ON THE EAST R/W OF THE MO. PAC. R.R.  AT A POINT
 DK1026'WHERE THE ROAD AND TRACKS SEPARATE.  OUTSIDE OF THE EAST R/W FENCE ON
 DK1026'LINE WITH THE PROLONGATION OF THE WEST SIDE OF THE HWY TO THE SOUTH.
 DK1026'ON A RANGE TO THE WEST OF THE NORTH SIDE OF A DIRT ROAD LEADING EAST.
 DK1026'40 FEET EAST OF THE EAST RAIL.  36 FEET NW OF A 4 FOOT HOLLOW OAK
 DK1026'TREE.
 DK1026
 DK1026                          STATION RECOVERY (1977)
 DK1026
 DK1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1026'MARK NOT FOUND.
 DK1026
 DK1026                          STATION RECOVERY (1977)
 DK1026
 DK1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0891 ***********************************************************************
 EJ0891  DESIGNATION -  Q 244
 EJ0891  PID         -  EJ0891
 EJ0891  STATE/COUNTY-  AR/PERRY
 EJ0891  USGS QUAD   -  MARTINDALE (1984)
 EJ0891
 EJ0891                         *CURRENT SURVEY CONTROL
 EJ0891  ___________________________________________________________________
 EJ0891* NAD 83(1986)-  34 58 06.     (N)    092 39 49.     (W)     SCALED    
 EJ0891* NAVD 88     -       127.896  (meters)     419.61   (feet)  ADJUSTED  
 EJ0891  ___________________________________________________________________
 EJ0891  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 EJ0891  DYNAMIC HT  -         127.774 (meters)     419.21  (feet)  COMP
 EJ0891  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EJ0891
 EJ0891  VERT ORDER  -  SECOND    CLASS 0
 EJ0891
 EJ0891.The horizontal coordinates were scaled from a topographic map and have
 EJ0891.an estimated accuracy of +/- 6 seconds.
 EJ0891
 EJ0891.The orthometric height was determined by differential leveling
 EJ0891.and adjusted by the National Geodetic Survey in June 1991..
 EJ0891
 EJ0891.The geoid height was determined by GEOID03.
 EJ0891
 EJ0891.The dynamic height is computed by dividing the NAVD 88
 EJ0891.geopotential number by the normal gravity value computed on the
 EJ0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0891.degrees latitude (g = 980.6199 gals.).
 EJ0891
 EJ0891.The modeled gravity was interpolated from observed gravity values.
 EJ0891
 EJ0891;                    North         East    Units  Estimated Accuracy
 EJ0891;SPC AR N     -    70,650.      339,400.      MT  (+/- 180 meters Scaled)
 EJ0891
 EJ0891                          SUPERSEDED SURVEY CONTROL
 EJ0891
 EJ0891  NGVD 29 (??/??/92)  127.924  (m)          419.70   (f) ADJ UNCH    2 0
 EJ0891
 EJ0891.Superseded values are not recommended for survey control.
 EJ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0891.See file dsdata.txt to determine how the superseded data were derived.
 EJ0891
 EJ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU307695(NAD 83)
 EJ0891_MARKER: DB = BENCH MARK DISK
 EJ0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0891_SP_SET: MONUMENT
 EJ0891_STAMPING: Q-244 1939
 EJ0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0891
 EJ0891  HISTORY     - Date     Condition        Report By
 EJ0891  HISTORY     - 1939     MONUMENTED       CGS
 EJ0891  HISTORY     - 1968     GOOD             USE
 EJ0891
 EJ0891                          STATION DESCRIPTION
 EJ0891
 EJ0891'DESCRIBED BY US ENGINEERS 1968
 EJ0891'4.0 MI SW FROM BIGELOW.
 EJ0891'2.2 MILES SOUTH AND 1.8 MILES WEST OF-- IN THE NORTHWEST QUARTER OF
 EJ0891'SECTION 25, TOWNSHIP 4 NORTH, RANGE 16 WEST.  TO REACH Q-244 FROM THE
 EJ0891'INTERSECTION OF STATE HIGHWAY NO. 113 WITH THE CHICAGO, ROCK ISLAND,
 EJ0891'AND PACIFIC RAILROAD TRACKS IN BIGELOW, ARKANSAS, TAKE STATE HIGHWAY
 EJ0891'NO. 113 SOUTH FOR 3.26 MILES TO MARK ON THE RIGHT AT THE CENTER OF A
 EJ0891'REVERSE CURVE.  MARK IS LOCATED ABOUT 0.28 MILE SOUTH OF THE
 EJ0891'INTERSECTION OF STATE HIGHWAYS NOS. 113 AND 300, AT THE CENTER OF A
 EJ0891'REVERSE CURVE, 35.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 EJ0891'UPPER SIDE OF A WOODS ROAD, ABOUT 10 FEET BACK OF AN EMBANKMENT, AND
 EJ0891'2.5 FEET SOUTH OF A METAL FENCE POST PAINTED YELLOW.  A USC AND GS
 EJ0891'CONCRETE MONUMENT WITH STANDARD DISK STAMPED Q-244 1939, PROJECTING 1
 EJ0891'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1549 ***********************************************************************
 EH1549  DESIGNATION -  Q 245
 EH1549  PID         -  EH1549
 EH1549  STATE/COUNTY-  AR/JEFFERSON
 EH1549  USGS QUAD   -  MOSCOW (1971)
 EH1549
 EH1549                         *CURRENT SURVEY CONTROL
 EH1549  ___________________________________________________________________
 EH1549* NAD 83(1986)-  34 07 46.     (N)    091 46 47.     (W)     SCALED    
 EH1549* NAVD 88     -        56.555  (meters)     185.55   (feet)  ADJUSTED  
 EH1549  ___________________________________________________________________
 EH1549  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH1549  DYNAMIC HT  -          56.500 (meters)     185.37  (feet)  COMP
 EH1549  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EH1549
 EH1549  VERT ORDER  -  FIRST     CLASS II
 EH1549
 EH1549.The horizontal coordinates were scaled from a topographic map and have
 EH1549.an estimated accuracy of +/- 6 seconds.
 EH1549
 EH1549.The orthometric height was determined by differential leveling
 EH1549.and adjusted by the National Geodetic Survey in June 1991..
 EH1549
 EH1549.The geoid height was determined by GEOID03.
 EH1549
 EH1549.The dynamic height is computed by dividing the NAVD 88
 EH1549.geopotential number by the normal gravity value computed on the
 EH1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1549.degrees latitude (g = 980.6199 gals.).
 EH1549
 EH1549.The modeled gravity was interpolated from observed gravity values.
 EH1549
 EH1549;                    North         East    Units  Estimated Accuracy
 EH1549;SPC AR S     -   562,260.      420,320.      MT  (+/- 180 meters Scaled)
 EH1549
 EH1549                          SUPERSEDED SURVEY CONTROL
 EH1549
 EH1549  NGVD 29 (??/??/??)   56.639  (m)          185.82   (f) ADJUSTED    1 2
 EH1549
 EH1549.Superseded values are not recommended for survey control.
 EH1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1549.See file dsdata.txt to determine how the superseded data were derived.
 EH1549
 EH1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT125771(NAD 83)
 EH1549_MARKER: DB = BENCH MARK DISK
 EH1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1549_STAMPING: Q 245 1938
 EH1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1549+STABILITY: SURFACE MOTION
 EH1549
 EH1549  HISTORY     - Date     Condition        Report By
 EH1549  HISTORY     - 1938     MONUMENTED       CGS
 EH1549  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1549
 EH1549                          STATION DESCRIPTION
 EH1549
 EH1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1549'1.1 MI SE FROM MOSCOW.
 EH1549'1.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1549'STATION AT MOSCOW, JEFFERSON COUNTY, AT POLE 403+26, 39 FEET EAST OF
 EH1549'THE EAST CORNER OF TRESTLE 506, 30 FEET NORTHEAST OF THE CENTERLINE OF
 EH1549'THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 EH1549'Q 245 1938 AND SET IN THE TOP OF A CONCRETE POST.
 EH1549
 EH1549                          STATION RECOVERY (1964)
 EH1549
 EH1549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0885 ***********************************************************************
 FF0885  DESIGNATION -  Q 246
 FF0885  PID         -  FF0885
 FF0885  STATE/COUNTY-  AR/CRAIGHEAD
 FF0885  USGS QUAD   -  HERMAN (1980)
 FF0885
 FF0885                         *CURRENT SURVEY CONTROL
 FF0885  ___________________________________________________________________
 FF0885* NAD 83(1986)-  35 50 38.     (N)    090 52 19.     (W)     SCALED    
 FF0885* NAVD 88     -        77.773  (meters)     255.16   (feet)  ADJUSTED  
 FF0885  ___________________________________________________________________
 FF0885  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0885  DYNAMIC HT  -          77.708 (meters)     254.95  (feet)  COMP
 FF0885  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 FF0885
 FF0885  VERT ORDER  -  SECOND    CLASS 0
 FF0885
 FF0885.The horizontal coordinates were scaled from a topographic map and have
 FF0885.an estimated accuracy of +/- 6 seconds.
 FF0885
 FF0885.The orthometric height was determined by differential leveling
 FF0885.and adjusted by the National Geodetic Survey in June 1991..
 FF0885
 FF0885.The geoid height was determined by GEOID03.
 FF0885
 FF0885.The dynamic height is computed by dividing the NAVD 88
 FF0885.geopotential number by the normal gravity value computed on the
 FF0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0885.degrees latitude (g = 980.6199 gals.).
 FF0885
 FF0885.The modeled gravity was interpolated from observed gravity values.
 FF0885
 FF0885;                    North         East    Units  Estimated Accuracy
 FF0885;SPC AR N     -   168,170.      501,900.      MT  (+/- 180 meters Scaled)
 FF0885
 FF0885                          SUPERSEDED SURVEY CONTROL
 FF0885
 FF0885  NGVD 29 (??/??/??)   77.693  (m)          254.90   (f) ADJUSTED    2 0
 FF0885
 FF0885.Superseded values are not recommended for survey control.
 FF0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0885.See file dsdata.txt to determine how the superseded data were derived.
 FF0885
 FF0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV921687(NAD 83)
 FF0885_MARKER: DB = BENCH MARK DISK
 FF0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0885_STAMPING: Q 246 1938
 FF0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0885+STABILITY: SURFACE MOTION
 FF0885
 FF0885  HISTORY     - Date     Condition        Report By
 FF0885  HISTORY     - 1938     MONUMENTED       CGS
 FF0885  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0885
 FF0885                          STATION DESCRIPTION
 FF0885
 FF0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0885'6.1 MI NE FROM CASH.
 FF0885'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0885'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 1.6 MILES EAST OF THE
 FF0885'JUNCTION WITH STATE HIGHWAY 91, AND 50 FEET NORTH OF CENTER LINE
 FF0885'OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 246 1938 AND SET IN
 FF0885'THE TOP OF A CONCRETE POST.
 FF0885
 FF0885                          STATION RECOVERY (2002)
 FF0885
 FF0885'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0605 ***********************************************************************
 DL0605  DESIGNATION -  Q 247
 DL0605  PID         -  DL0605
 DL0605  STATE/COUNTY-  AR/COLUMBIA
 DL0605  USGS QUAD   -  TAYLOR (1978)
 DL0605
 DL0605                         *CURRENT SURVEY CONTROL
 DL0605  ___________________________________________________________________
 DL0605* NAD 83(1986)-  33 07 08.     (N)    093 27 39.     (W)     SCALED    
 DL0605* NAVD 88     -        77.943  (meters)     255.72   (feet)  ADJUSTED  
 DL0605  ___________________________________________________________________
 DL0605  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL0605  DYNAMIC HT  -          77.859 (meters)     255.44  (feet)  COMP
 DL0605  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DL0605
 DL0605  VERT ORDER  -  SECOND    CLASS 0
 DL0605
 DL0605.The horizontal coordinates were scaled from a topographic map and have
 DL0605.an estimated accuracy of +/- 6 seconds.
 DL0605
 DL0605.The orthometric height was determined by differential leveling
 DL0605.and adjusted by the National Geodetic Survey in June 1991..
 DL0605
 DL0605.The geoid height was determined by GEOID03.
 DL0605
 DL0605.The dynamic height is computed by dividing the NAVD 88
 DL0605.geopotential number by the normal gravity value computed on the
 DL0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0605.degrees latitude (g = 980.6199 gals.).
 DL0605
 DL0605.The modeled gravity was interpolated from observed gravity values.
 DL0605
 DL0605;                    North         East    Units  Estimated Accuracy
 DL0605;SPC AR S     -   451,130.      263,660.      MT  (+/- 180 meters Scaled)
 DL0605
 DL0605                          SUPERSEDED SURVEY CONTROL
 DL0605
 DL0605  NGVD 29 (??/??/92)   77.994  (m)          255.89   (f) ADJ UNCH    2 0
 DL0605
 DL0605.Superseded values are not recommended for survey control.
 DL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0605.See file dsdata.txt to determine how the superseded data were derived.
 DL0605
 DL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS570645(NAD 83)
 DL0605_MARKER: DB = BENCH MARK DISK
 DL0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0605_SP_SET: CULVERT
 DL0605_STAMPING: Q 247 1938
 DL0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0605
 DL0605  HISTORY     - Date     Condition        Report By
 DL0605  HISTORY     - 1938     MONUMENTED       CGS
 DL0605  HISTORY     - 1963     GOOD             NGS
 DL0605
 DL0605                          STATION DESCRIPTION
 DL0605
 DL0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0605'1.1 MI N FROM TAYLOR.
 DL0605'ABOUT 1.1 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0605'THE STATION AT TAYLOR, COLUMBIA COUNTY, 45 FEET SOUTHEAST OF MILEPOST
 DL0605'40, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A
 DL0605'TRESTLE, AND 9 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED Q
 DL0605'247 1938.  NOTE-- IN THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 DL0605'SMALL TRESTLE THAT IS NEAR THE 1ST POLE NORTH OF MILEPOST 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0281 ***********************************************************************
 EK0281  DESIGNATION -  Q 248
 EK0281  PID         -  EK0281
 EK0281  STATE/COUNTY-  AR/SEVIER
 EK0281  USGS QUAD   -  GENEVA (1966)
 EK0281
 EK0281                         *CURRENT SURVEY CONTROL
 EK0281  ___________________________________________________________________
 EK0281* NAD 83(1986)-  34 04 47.     (N)    094 10 40.     (W)     SCALED    
 EK0281* NAVD 88     -       112.793  (meters)     370.06   (feet)  ADJUSTED  
 EK0281  ___________________________________________________________________
 EK0281  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EK0281  DYNAMIC HT  -         112.678 (meters)     369.68  (feet)  COMP
 EK0281  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 EK0281
 EK0281  VERT ORDER  -  SECOND    CLASS 0
 EK0281
 EK0281.The horizontal coordinates were scaled from a topographic map and have
 EK0281.an estimated accuracy of +/- 6 seconds.
 EK0281
 EK0281.The orthometric height was determined by differential leveling
 EK0281.and adjusted by the National Geodetic Survey in June 1991..
 EK0281
 EK0281.The geoid height was determined by GEOID03.
 EK0281
 EK0281.The dynamic height is computed by dividing the NAVD 88
 EK0281.geopotential number by the normal gravity value computed on the
 EK0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0281.degrees latitude (g = 980.6199 gals.).
 EK0281
 EK0281.The modeled gravity was interpolated from observed gravity values.
 EK0281
 EK0281;                    North         East    Units  Estimated Accuracy
 EK0281;SPC AR S     -   558,860.      199,030.      MT  (+/- 180 meters Scaled)
 EK0281
 EK0281                          SUPERSEDED SURVEY CONTROL
 EK0281
 EK0281  NGVD 29 (??/??/92)  112.780  (m)          370.01   (f) ADJ UNCH    2 0
 EK0281
 EK0281.Superseded values are not recommended for survey control.
 EK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0281.See file dsdata.txt to determine how the superseded data were derived.
 EK0281
 EK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT913716(NAD 83)
 EK0281_MARKER: DB = BENCH MARK DISK
 EK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0281_STAMPING: Q 248 1939
 EK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0281+STABILITY: SURFACE MOTION
 EK0281
 EK0281  HISTORY     - Date     Condition        Report By
 EK0281  HISTORY     - 1939     MONUMENTED       CGS
 EK0281  HISTORY     - 1962     GOOD             NGS
 EK0281
 EK0281                          STATION DESCRIPTION
 EK0281
 EK0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0281'6.2 MI NW FROM LOCKESBURG.
 EK0281'ON OLD U.S. HIGHWAY 70 (GRAVELED), ABOUT 0.9 MILE WEST OF THE
 EK0281'OLD SARDIS CHURCH, AT THE NORTHWEST CORNER OF AN OPEN PASTURE,
 EK0281'ABOUT 15 FEET EAST OF NORTHWEST FENCE CORNER AND 4 FEET SOUTH
 EK0281'OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1577 ***********************************************************************
 EH1577  DESIGNATION -  Q 249
 EH1577  PID         -  EH1577
 EH1577  STATE/COUNTY-  AR/LINCOLN
 EH1577  USGS QUAD   -  CADES (1975)
 EH1577
 EH1577                         *CURRENT SURVEY CONTROL
 EH1577  ___________________________________________________________________
 EH1577* NAD 83(1986)-  34 02 24.     (N)    091 32 03.     (W)     SCALED    
 EH1577* NAVD 88     -        52.184  (meters)     171.21   (feet)  ADJUSTED  
 EH1577  ___________________________________________________________________
 EH1577  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1577  DYNAMIC HT  -          52.133 (meters)     171.04  (feet)  COMP
 EH1577  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EH1577
 EH1577  VERT ORDER  -  SECOND    CLASS 0
 EH1577
 EH1577.The horizontal coordinates were scaled from a topographic map and have
 EH1577.an estimated accuracy of +/- 6 seconds.
 EH1577
 EH1577.The orthometric height was determined by differential leveling
 EH1577.and adjusted by the National Geodetic Survey in June 1991..
 EH1577
 EH1577.The geoid height was determined by GEOID03.
 EH1577
 EH1577.The dynamic height is computed by dividing the NAVD 88
 EH1577.geopotential number by the normal gravity value computed on the
 EH1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1577.degrees latitude (g = 980.6199 gals.).
 EH1577
 EH1577.The modeled gravity was interpolated from observed gravity values.
 EH1577
 EH1577;                    North         East    Units  Estimated Accuracy
 EH1577;SPC AR S     -   552,420.      443,010.      MT  (+/- 180 meters Scaled)
 EH1577
 EH1577                          SUPERSEDED SURVEY CONTROL
 EH1577
 EH1577  NGVD 29 (??/??/??)   52.259  (m)          171.45   (f) ADJUSTED    2 0
 EH1577
 EH1577.Superseded values are not recommended for survey control.
 EH1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1577.See file dsdata.txt to determine how the superseded data were derived.
 EH1577
 EH1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT353675(NAD 83)
 EH1577_MARKER: DB = BENCH MARK DISK
 EH1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1577_STAMPING: Q 249 1940
 EH1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1577+STABILITY: SURFACE MOTION
 EH1577
 EH1577  HISTORY     - Date     Condition        Report By
 EH1577  HISTORY     - 1940     MONUMENTED       CGS
 EH1577  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1577
 EH1577                          STATION DESCRIPTION
 EH1577
 EH1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1577'5.2 MI N FROM GOULD.
 EH1577'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT GOULD, PROCEED
 EH1577'ALONG STATE HIGHWAY NO. 114 TOWARDS CROCKETTS STORE AND SOUTH BEND, GO
 EH1577'5.2 MILES.  BENCH MARK IS 2 FEET NORTH OF THE NORTHWEST CORNER OF THE
 EH1577'AUBURN BAPTIST CHRUCH.  70 YARDS TOWARDS GOULD (SOUTH) FROM CROKETTS
 EH1577'STORE.  100 YARDS SOUTH OF INTERSECTION OF STATE HIGHWAY NO. 114 AND
 EH1577'ROAD FROM CROCKETTS STORE TO SOUTH BEND.  40 FEET TOWARDS CHURCH
 EH1577'BUILDING (EAST) FROM CENTER LINE OF HIGHWAY.  31 FEET TOWARDS CHURCH
 EH1577'BUILDING (SOUTHEAST) FROM LARGE HACKBERRY TREE.  MONUMENT PROJECTS
 EH1577'ABOUT 4 INCHES.
 EH1577
 EH1577                          STATION RECOVERY (1964)
 EH1577
 EH1577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0272 ***********************************************************************
 GE0272  DESIGNATION -  Q 25
 GE0272  PID         -  GE0272
 GE0272  STATE/COUNTY-  AR/CLAY
 GE0272  USGS QUAD   -  DATTO (1964)
 GE0272
 GE0272                         *CURRENT SURVEY CONTROL
 GE0272  ___________________________________________________________________
 GE0272* NAD 83(1997)-  36 24 16.91512(N)    090 43 20.09557(W)     ADJUSTED  
 GE0272* NAVD 88     -        89.630  (meters)     294.06   (feet)  ADJUSTED  
 GE0272  ___________________________________________________________________
 GE0272  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GE0272  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GE0272  DYNAMIC HT  -          89.558 (meters)     293.82  (feet)  COMP
 GE0272  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 GE0272
 GE0272  HORZ ORDER  -  SECOND
 GE0272  VERT ORDER  -  FIRST     CLASS II
 GE0272
 GE0272.The horizontal coordinates were established by classical geodetic methods
 GE0272.and adjusted by the National Geodetic Survey in September 1999..
 GE0272
 GE0272.The orthometric height was determined by differential leveling
 GE0272.and adjusted by the National Geodetic Survey in June 1991..
 GE0272
 GE0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0272
 GE0272.The geoid height was determined by GEOID03.
 GE0272
 GE0272.The dynamic height is computed by dividing the NAVD 88
 GE0272.geopotential number by the normal gravity value computed on the
 GE0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0272.degrees latitude (g = 980.6199 gals.).
 GE0272
 GE0272.The modeled gravity was interpolated from observed gravity values.
 GE0272
 GE0272;                    North         East     Units Scale Factor Converg.
 GE0272;SPC AR N     -   230,555.581   514,616.445   MT  1.00003837   +0 44 36.7
 GE0272;SPC AR N     -   756,414.44  1,688,370.79   sFT  1.00003837   +0 44 36.7
 GE0272;SPC MO E     -    63,418.106   230,065.429   MT  0.99993823   -0 07 54.8
 GE0272;UTM  15      - 4,031,247.199   704,250.348   MT  1.00011402   +1 21 08.2
 GE0272
 GE0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0272!SPC AR N     -   0.99999044  x   1.00003837  =   1.00002881
 GE0272!SPC MO E     -   0.99999044  x   0.99993823  =   0.99992867
 GE0272!UTM  15      -   0.99999044  x   1.00011402  =   1.00010446
 GE0272
 GE0272                          SUPERSEDED SURVEY CONTROL
 GE0272
 GE0272  NAD 83(1986)-  36 24 16.92189(N)    090 43 20.09557(W) AD(       ) 2
 GE0272  NAD 27      -  36 24 16.69960(N)    090 43 19.68010(W) AD(       ) 2
 GE0272  NGVD 29 (??/??/92)   89.592  (m)          293.94   (f) ADJ UNCH    1 2
 GE0272
 GE0272.Superseded values are not recommended for survey control.
 GE0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0272.See file dsdata.txt to determine how the superseded data were derived.
 GE0272
 GE0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0425031247(NAD 83)
 GE0272_MARKER: DB = BENCH MARK DISK
 GE0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0272_STAMPING: 293.946 Q 25 1932
 GE0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0272+STABILITY: SURFACE MOTION
 GE0272
 GE0272  HISTORY     - Date     Condition        Report By
 GE0272  HISTORY     - 1955     MONUMENTED       CGS
 GE0272  HISTORY     - 1934     GOOD             NGS
 GE0272  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0272
 GE0272                          STATION DESCRIPTION
 GE0272
 GE0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0272'THE STATION IS LOCATED ABOUT 8 MILES WEST OF CORNING, 7-1/4
 GE0272'MILES NORTHEAST OF BIGGERS, 0.45 MILE EAST OF U.S. HIGHWAY
 GE0272'62 AND 67, 30.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 GE0272'20 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD AND 18 FEET
 GE0272'SOUTHEAST OF A FENCE CORNER.
 GE0272'
 GE0272'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION DATTO
 GE0272'DISTANCE BEING 343.64 FEET (104.742 METERS) NORTH-NORTHEAST
 GE0272'OF THE BENCH MARK.
 GE0272'
 GE0272'THE MARK IS A STANDARD USC AND GS BENCH MARK DISK SET IN THE TOP
 GE0272'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES, AND
 GE0272'THE DISK IS STAMPED Q 25 1932.
 GE0272
 GE0272                          STATION RECOVERY (1934)
 GE0272
 GE0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GE0272'0.9 MI N FROM DATTO.
 GE0272'0.9 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0272'THE STATION AT DATTO, CLAY COUNTY, 3 1/2 POLES SOUTH OF MILEPOST
 GE0272'227, AT A ROAD CROSSING, 29 FEET WEST OF THE TRACK, AND 15 FEET
 GE0272'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 GE0272'293.946 Q 25 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0272
 GE0272                          STATION RECOVERY (2002)
 GE0272
 GE0272'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0534 ***********************************************************************
 EJ0534  DESIGNATION -  Q 250
 EJ0534  PID         -  EJ0534
 EJ0534  STATE/COUNTY-  AR/JEFFERSON
 EJ0534  USGS QUAD   -  REDFIELD (1984)
 EJ0534
 EJ0534                         *CURRENT SURVEY CONTROL
 EJ0534  ___________________________________________________________________
 EJ0534* NAD 83(1986)-  34 27 32.     (N)    092 09 16.     (W)     SCALED    
 EJ0534* NAVD 88     -        96.529  (meters)     316.70   (feet)  ADJUSTED  
 EJ0534  ___________________________________________________________________
 EJ0534  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EJ0534  DYNAMIC HT  -          96.438 (meters)     316.40  (feet)  COMP
 EJ0534  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 EJ0534
 EJ0534  VERT ORDER  -  SECOND    CLASS 0
 EJ0534
 EJ0534.The horizontal coordinates were scaled from a topographic map and have
 EJ0534.an estimated accuracy of +/- 6 seconds.
 EJ0534
 EJ0534.The orthometric height was determined by differential leveling
 EJ0534.and adjusted by the National Geodetic Survey in June 1991..
 EJ0534
 EJ0534.The geoid height was determined by GEOID03.
 EJ0534
 EJ0534.The dynamic height is computed by dividing the NAVD 88
 EJ0534.geopotential number by the normal gravity value computed on the
 EJ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0534.degrees latitude (g = 980.6199 gals.).
 EJ0534
 EJ0534.The modeled gravity was interpolated from observed gravity values.
 EJ0534
 EJ0534;                    North         East    Units  Estimated Accuracy
 EJ0534;SPC AR S     -   598,790.      385,810.      MT  (+/- 180 meters Scaled)
 EJ0534
 EJ0534                          SUPERSEDED SURVEY CONTROL
 EJ0534
 EJ0534  NGVD 29 (??/??/92)   96.606  (m)          316.95   (f) ADJ UNCH    2 0
 EJ0534
 EJ0534.Superseded values are not recommended for survey control.
 EJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0534.See file dsdata.txt to determine how the superseded data were derived.
 EJ0534
 EJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU776133(NAD 83)
 EJ0534_MARKER: DB = BENCH MARK DISK
 EJ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0534_STAMPING: Q 250 1940
 EJ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0534+STABILITY: SURFACE MOTION
 EJ0534
 EJ0534  HISTORY     - Date     Condition        Report By
 EJ0534  HISTORY     - 1940     MONUMENTED       CGS
 EJ0534  HISTORY     - 1970     MARK NOT FOUND   NGS
 EJ0534  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0534
 EJ0534                          STATION DESCRIPTION
 EJ0534
 EJ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0534'2.6 MI NE FROM REDFIELD.
 EJ0534'FROM RAILROAD STATION AT REDFIELD, PROCEED ALONG GRAVELED ROAD TOWARDS
 EJ0534'RIVER, GO 2.6 MILES.  BENCH MARK IS STANDARD DISK IN PRE-CAST CONCRETE
 EJ0534'POST PROJECTING ABOUT 5 INCHES.  AT THE EAST END OF CURVE IN ROAD. IN
 EJ0534'LINE WITH TELEPHONE POLES, 7 FEET TOWARDS RIVER (EAST) FROM TELEPHONE
 EJ0534'POLE.  26 FEET NORTH OF CENTER LINE OF THE GRAVELED ROAD. 18 FEET
 EJ0534'TOWARDS REDFIELD (WEST) OF CENTER LINE OF WAGON ROAD NORTH INTO WOODS.
 EJ0534'A 4 X 4 INCH CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 4
 EJ0534'FEET AT 90 DEG MAGNETIC FROM BENCH MARK.  NOTE-- THE WAGON ROAD IS NOW
 EJ0534'A GRADED RD WITH A LARGE CLEARED AREA AT THE ENTRANCE.
 EJ0534
 EJ0534                          STATION RECOVERY (1970)
 EJ0534
 EJ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EJ0534'MARK NOT FOUND.
 EJ0534
 EJ0534                          STATION RECOVERY (1984)
 EJ0534
 EJ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0183 ***********************************************************************
 EJ0183  DESIGNATION -  Q 252
 EJ0183  PID         -  EJ0183
 EJ0183  STATE/COUNTY-  AR/PULASKI
 EJ0183  USGS QUAD   -  WOODSON (1987)
 EJ0183
 EJ0183                         *CURRENT SURVEY CONTROL
 EJ0183  ___________________________________________________________________
 EJ0183* NAD 83(1986)-  34 35 20.     (N)    092 08 17.     (W)     SCALED    
 EJ0183* NAVD 88     -        73.147  (meters)     239.98   (feet)  ADJUSTED  
 EJ0183  ___________________________________________________________________
 EJ0183  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EJ0183  DYNAMIC HT  -          73.078 (meters)     239.76  (feet)  COMP
 EJ0183  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 EJ0183
 EJ0183  VERT ORDER  -  SECOND    CLASS 0
 EJ0183
 EJ0183.The horizontal coordinates were scaled from a topographic map and have
 EJ0183.an estimated accuracy of +/- 6 seconds.
 EJ0183
 EJ0183.The orthometric height was determined by differential leveling
 EJ0183.and adjusted by the National Geodetic Survey in June 1991..
 EJ0183
 EJ0183.The geoid height was determined by GEOID03.
 EJ0183
 EJ0183.The dynamic height is computed by dividing the NAVD 88
 EJ0183.geopotential number by the normal gravity value computed on the
 EJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0183.degrees latitude (g = 980.6199 gals.).
 EJ0183
 EJ0183.The modeled gravity was interpolated from observed gravity values.
 EJ0183
 EJ0183;                    North         East    Units  Estimated Accuracy
 EJ0183;SPC AR S     -   613,210.      387,340.      MT  (+/- 180 meters Scaled)
 EJ0183
 EJ0183                          SUPERSEDED SURVEY CONTROL
 EJ0183
 EJ0183  NGVD 29 (??/??/92)   73.184  (m)          240.10   (f) ADJ UNCH    2 0
 EJ0183
 EJ0183.Superseded values are not recommended for survey control.
 EJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0183.See file dsdata.txt to determine how the superseded data were derived.
 EJ0183
 EJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU790277(NAD 83)
 EJ0183_MARKER: DB = BENCH MARK DISK
 EJ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0183_STAMPING: Q 252 1940
 EJ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0183+STABILITY: SURFACE MOTION
 EJ0183
 EJ0183  HISTORY     - Date     Condition        Report By
 EJ0183  HISTORY     - 1940     MONUMENTED       CGS
 EJ0183  HISTORY     - 1987     MARK NOT FOUND   USGS
 EJ0183  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0183
 EJ0183                          STATION DESCRIPTION
 EJ0183
 EJ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0183'13.8 MI NW FROM WRIGHT.
 EJ0183'IN PULASKI COUNTY, 13.8 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD
 EJ0183'FROM THE POST OFFICE AT WRIGHT, JEFFERSON COUNTY, 0.5 MILE SOUTHWEST
 EJ0183'ALONG A DIRT ROAD LEADING TO THE LEVEE, 1.2 MILES NORTHWEST ALONG A
 EJ0183'ROAD PARALLELING THE LEVEE, 84 FEET SOUTH OF A POWER LINE POLE, 35
 EJ0183'FEET NORTH OF THE CENTERLINE OF THE LEVEE, 27 FEET SOUTH OF THE
 EJ0183'CENTERLINE OF A FARM ROAD, AND 3 FEET WEST OF A 4 BY 4-INCH WHITE POST
 EJ0183'PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED Q 252
 EJ0183'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 EJ0183'GROUND.
 EJ0183
 EJ0183                          STATION RECOVERY (1987)
 EJ0183
 EJ0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DNB)
 EJ0183'MARK NOT FOUND.
 EJ0183
 EJ0183                          STATION RECOVERY (1989)
 EJ0183
 EJ0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1094 ***********************************************************************
 FG1094  DESIGNATION -  Q 253 RESET
 FG1094  PID         -  FG1094
 FG1094  STATE/COUNTY-  AR/LOGAN
 FG1094  USGS QUAD   -  DELAWARE (1993)
 FG1094
 FG1094                         *CURRENT SURVEY CONTROL
 FG1094  ___________________________________________________________________
 FG1094* NAD 83(1986)-  35 16 59.     (N)    093 18 52.     (W)     SCALED    
 FG1094* NAVD 88     -       114.47   (meters)     375.6    (feet)  RESET     
 FG1094  ___________________________________________________________________
 FG1094  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 FG1094
 FG1094  VERT ORDER  -  THIRD
 FG1094
 FG1094.The horizontal coordinates were scaled from a topographic map and have
 FG1094.an estimated accuracy of +/- 6 seconds.
 FG1094
 FG1094.The orthometric height was computed from unverified reset data.
 FG1094
 FG1094.The geoid height was determined by GEOID03.
 FG1094
 FG1094;                    North         East    Units  Estimated Accuracy
 FG1094;SPC AR N     -   106,160.      280,430.      MT  (+/- 180 meters Scaled)
 FG1094
 FG1094                          SUPERSEDED SURVEY CONTROL
 FG1094
 FG1094.No superseded survey control is available for this station.
 FG1094
 FG1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV714044(NAD 83)
 FG1094_MARKER: DB = BENCH MARK DISK
 FG1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1094_STAMPING: Q 253 RESET 1966
 FG1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1094+STABILITY: SURFACE MOTION
 FG1094
 FG1094  HISTORY     - Date     Condition        Report By
 FG1094  HISTORY     - 1966     MONUMENTED       CGS
 FG1094
 FG1094                          STATION DESCRIPTION
 FG1094
 FG1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FG1094'0.9 MI W FROM DELAWARE.
 FG1094'0.9 MILE WEST ALONG STATE HIGHWAY 22 FROM DELAWARE, 90 FEET WEST OF
 FG1094'THE CENTER OF WEST DRIVEWAY LEADING TO A WHITE FARM HOUSE, 59 FEET
 FG1094'NORTH OF THE CENTER OF STATE HIGHWAY 22, 6 FEET EAST OF A LINE
 FG1094'EXTENDED WITH THE EAST END OF A ROCK HOUSE ON THE SOUTH SIDE OF THE
 FG1094'HIGHWAY, 1.5 FEET EAST OF A METAL WITNESS POST, AND IS SET IN THE TOP
 FG1094'OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  NOTE-- IT WAS
 FG1094'REPORTED THAT Q 253 1940 WAS FOUND BROKEN OFF BELOW GROUND AND
 FG1094'REPLACED BY THE U.S.G.S.  ACCORDING TO REPORTS BY THE HIGHWAY
 FG1094'DEPARTMENT THE POST WAS REPLACED IN ITS ORIGINAL POSITION.  THIS
 FG1094'ELEVATION SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1219 ***********************************************************************
 FG1219  DESIGNATION -  Q 254
 FG1219  PID         -  FG1219
 FG1219  STATE/COUNTY-  AR/LOGAN
 FG1219  USGS QUAD   -  SCRANTON (1993)
 FG1219
 FG1219                         *CURRENT SURVEY CONTROL
 FG1219  ___________________________________________________________________
 FG1219* NAD 83(1986)-  35 22 16.     (N)    093 35 16.     (W)     SCALED    
 FG1219* NAVD 88     -       128.998  (meters)     423.22   (feet)  ADJUSTED  
 FG1219  ___________________________________________________________________
 FG1219  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FG1219  DYNAMIC HT  -         128.877 (meters)     422.82  (feet)  COMP
 FG1219  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FG1219
 FG1219  VERT ORDER  -  SECOND    CLASS 0
 FG1219
 FG1219.The horizontal coordinates were scaled from a topographic map and have
 FG1219.an estimated accuracy of +/- 6 seconds.
 FG1219
 FG1219.The orthometric height was determined by differential leveling
 FG1219.and adjusted by the National Geodetic Survey in June 1991..
 FG1219
 FG1219.The geoid height was determined by GEOID03.
 FG1219
 FG1219.The dynamic height is computed by dividing the NAVD 88
 FG1219.geopotential number by the normal gravity value computed on the
 FG1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1219.degrees latitude (g = 980.6199 gals.).
 FG1219
 FG1219.The modeled gravity was interpolated from observed gravity values.
 FG1219
 FG1219;                    North         East    Units  Estimated Accuracy
 FG1219;SPC AR N     -   116,300.      255,730.      MT  (+/- 180 meters Scaled)
 FG1219
 FG1219                          SUPERSEDED SURVEY CONTROL
 FG1219
 FG1219  NGVD 29 (??/??/92)  128.961  (m)          423.10   (f) ADJ UNCH    2 0
 FG1219
 FG1219.Superseded values are not recommended for survey control.
 FG1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1219.See file dsdata.txt to determine how the superseded data were derived.
 FG1219
 FG1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV466143(NAD 83)
 FG1219_MARKER: DB = BENCH MARK DISK
 FG1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1219_STAMPING: Q 254 1940
 FG1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1219+STABILITY: SURFACE MOTION
 FG1219
 FG1219  HISTORY     - Date     Condition        Report By
 FG1219  HISTORY     - 1940     MONUMENTED       CGS
 FG1219  HISTORY     - 1959     GOOD             NGS
 FG1219
 FG1219                          STATION DESCRIPTION
 FG1219
 FG1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1219'3.9 MI SW FROM MORRISON BLUFF.
 FG1219'0.4 MILE SOUTH ALONG A GRAVEL ROAD FROM MORRISON BLUFF, THENCE 1.6
 FG1219'MILES WEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH AND 1.7 MILES WEST
 FG1219'ALONG ROADS.  ON THE OUTSIDE OF A RIGHT-ANGLE TURN IN THE ROAD, 75
 FG1219'FEET NORTHWEST OF THE CENTERLINE OF THE CURVE, NEAR A POWER POLE IN A
 FG1219'CULTIVATED FIELD, 34 FEET WEST OF THE CENTERLINE OF A LANE LEADING
 FG1219'NORTH FROM THE CURVE, 23 FEET WEST OF A WIRE FENCE, 3.5 FEET WEST OF
 FG1219'THE POWER POLE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST. NOTE--
 FG1219'THE CORNER HAS BEEN ROUNDED AND THE MARK IS ABOUT 200 FEET NORTHWEST
 FG1219'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1253 ***********************************************************************
 FG1253  DESIGNATION -  Q 255
 FG1253  PID         -  FG1253
 FG1253  STATE/COUNTY-  AR/FRANKLIN
 FG1253  USGS QUAD   -  OZARK (1993)
 FG1253
 FG1253                         *CURRENT SURVEY CONTROL
 FG1253  ___________________________________________________________________
 FG1253* NAD 83(1986)-  35 26 49.     (N)    093 50 41.     (W)     SCALED    
 FG1253* NAVD 88     -       140.548  (meters)     461.11   (feet)  ADJUSTED  
 FG1253  ___________________________________________________________________
 FG1253  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 FG1253  DYNAMIC HT  -         140.419 (meters)     460.69  (feet)  COMP
 FG1253  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 FG1253
 FG1253  VERT ORDER  -  SECOND    CLASS 0
 FG1253
 FG1253.The horizontal coordinates were scaled from a topographic map and have
 FG1253.an estimated accuracy of +/- 6 seconds.
 FG1253
 FG1253.The orthometric height was determined by differential leveling
 FG1253.and adjusted by the National Geodetic Survey in June 1991..
 FG1253
 FG1253.The geoid height was determined by GEOID03.
 FG1253
 FG1253.The dynamic height is computed by dividing the NAVD 88
 FG1253.geopotential number by the normal gravity value computed on the
 FG1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1253.degrees latitude (g = 980.6199 gals.).
 FG1253
 FG1253.The modeled gravity was interpolated from observed gravity values.
 FG1253
 FG1253;                    North         East    Units  Estimated Accuracy
 FG1253;SPC AR N     -   125,110.      232,540.      MT  (+/- 180 meters Scaled)
 FG1253
 FG1253                          SUPERSEDED SURVEY CONTROL
 FG1253
 FG1253  NGVD 29 (??/??/92)  140.497  (m)          460.95   (f) ADJ UNCH    2 0
 FG1253
 FG1253.Superseded values are not recommended for survey control.
 FG1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1253.See file dsdata.txt to determine how the superseded data were derived.
 FG1253
 FG1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV233229(NAD 83)
 FG1253_MARKER: DB = BENCH MARK DISK
 FG1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1253_STAMPING: Q 255 1940
 FG1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1253+STABILITY: SURFACE MOTION
 FG1253
 FG1253  HISTORY     - Date     Condition        Report By
 FG1253  HISTORY     - 1940     MONUMENTED       CGS
 FG1253  HISTORY     - 1959     GOOD             NGS
 FG1253  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1253
 FG1253                          STATION DESCRIPTION
 FG1253
 FG1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1253'3.8 MI S FROM OZARK.
 FG1253'3.0 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI PACIFIC
 FG1253'RAILROAD STATION AT OZARK, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY
 FG1253'96.  IN THE CORNER OF AN ORCHARD, 63 YARDS WEST OF THE ENTRANCE TO A
 FG1253'FARMHOUSE, 50 YARDS EAST OF A CURVE IN THE HIGHWAY, 30 FEET SOUTH OF
 FG1253'THE CENTERLINE OF THE HIGHWAY, 9.5 FEET SOUTH OF A FENCE CORNER, 7
 FG1253'FEET NORTH OF AN APPLE TREE, 1 FOOT WEST OF A NORTH-AND-SOUTH FENCE,
 FG1253'AND 3.2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  RECOVERED AS
 FG1253'DESCRIBED IN LITHOGRAPHED LIST REPRINTED 2-17-58 WITH THE EXCEPTION
 FG1253'THAT THE ORCHARD IS GONE AND AREA IS NOW AN OPEN LOT.
 FG1253
 FG1253                          STATION RECOVERY (1984)
 FG1253
 FG1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1253'NOT RECOVERED, PRESUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1134 ***********************************************************************
 DL1134  DESIGNATION -  Q 258
 DL1134  PID         -  DL1134
 DL1134  STATE/COUNTY-  AR/MILLER
 DL1134  USGS QUAD   -  CANFIELD (1975)
 DL1134
 DL1134                         *CURRENT SURVEY CONTROL
 DL1134  ___________________________________________________________________
 DL1134* NAD 83(1986)-  33 14 07.     (N)    093 43 49.     (W)     SCALED    
 DL1134* NAVD 88     -        67.607  (meters)     221.81   (feet)  ADJUSTED  
 DL1134  ___________________________________________________________________
 DL1134  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DL1134  DYNAMIC HT  -          67.534 (meters)     221.57  (feet)  COMP
 DL1134  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 DL1134
 DL1134  VERT ORDER  -  FIRST     CLASS I
 DL1134
 DL1134.The horizontal coordinates were scaled from a topographic map and have
 DL1134.an estimated accuracy of +/- 6 seconds.
 DL1134
 DL1134.The orthometric height was determined by differential leveling
 DL1134.and adjusted by the National Geodetic Survey in June 1991..
 DL1134
 DL1134.The geoid height was determined by GEOID03.
 DL1134
 DL1134.The dynamic height is computed by dividing the NAVD 88
 DL1134.geopotential number by the normal gravity value computed on the
 DL1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1134.degrees latitude (g = 980.6199 gals.).
 DL1134
 DL1134.The modeled gravity was interpolated from observed gravity values.
 DL1134
 DL1134;                    North         East    Units  Estimated Accuracy
 DL1134;SPC AR S     -   464,430.      238,740.      MT  (+/- 180 meters Scaled)
 DL1134
 DL1134                          SUPERSEDED SURVEY CONTROL
 DL1134
 DL1134  NGVD 29 (??/??/??)   67.636  (m)          221.90   (f) ADJUSTED    1 1
 DL1134
 DL1134.Superseded values are not recommended for survey control.
 DL1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1134.See file dsdata.txt to determine how the superseded data were derived.
 DL1134
 DL1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS319776(NAD 83)
 DL1134_MARKER: DB = BENCH MARK DISK
 DL1134_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1134+WITH SETTING: INTO GROUND
 DL1134_SP_SET: METAL ROD WITH BASE PLATE
 DL1134_STAMPING: Q 258 1977
 DL1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1134+STABILITY: SURFACE MOTION
 DL1134
 DL1134  HISTORY     - Date     Condition        Report By
 DL1134  HISTORY     - 1977     MONUMENTED       NGS
 DL1134
 DL1134                          STATION DESCRIPTION
 DL1134
 DL1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1134'13.8 MI SE FROM GARLAND.
 DL1134'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1134'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1134'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1134'TOP OF LEVEE, THECNE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO A
 DL1134'T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG GRAVEL ROAD
 DL1134'TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG GRAVEL ROAD TO A
 DL1134'T JUNCTION, THENCE 3.2 MILES EAST AND SOUTHEASTERLY ALONG A
 DL1134'GRAVEL ROAD TO A SHARP CURVE IN ROAD, 56 FEET SOUTHWEST OF
 DL1134'CENTER OF GRAVEL ROAD, 27 FEET SOUTHWEST OF THE CENTER OF A
 DL1134'GATE AT TOE OF LEVEE, 3 FEET EAST OF A POWER POLE WITH GUY WIRE,
 DL1134'AND 21 FEET WEST OF A GUY WIRE ANCHOR BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1106 ***********************************************************************
 DL1106  DESIGNATION -  Q 259
 DL1106  PID         -  DL1106
 DL1106  STATE/COUNTY-  AR/MILLER
 DL1106  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1106
 DL1106                         *CURRENT SURVEY CONTROL
 DL1106  ___________________________________________________________________
 DL1106* NAD 83(1986)-  33 05 11.     (N)    093 51 35.     (W)     SCALED    
 DL1106* NAVD 88     -        63.716  (meters)     209.04   (feet)  ADJUSTED  
 DL1106  ___________________________________________________________________
 DL1106  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DL1106  DYNAMIC HT  -          63.647 (meters)     208.82  (feet)  COMP
 DL1106  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 DL1106
 DL1106  VERT ORDER  -  FIRST     CLASS I
 DL1106
 DL1106.The horizontal coordinates were scaled from a topographic map and have
 DL1106.an estimated accuracy of +/- 6 seconds.
 DL1106
 DL1106.The orthometric height was determined by differential leveling
 DL1106.and adjusted by the National Geodetic Survey in June 1991..
 DL1106
 DL1106.The geoid height was determined by GEOID03.
 DL1106
 DL1106.The dynamic height is computed by dividing the NAVD 88
 DL1106.geopotential number by the normal gravity value computed on the
 DL1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1106.degrees latitude (g = 980.6199 gals.).
 DL1106
 DL1106.The modeled gravity was interpolated from observed gravity values.
 DL1106
 DL1106;                    North         East    Units  Estimated Accuracy
 DL1106;SPC AR S     -   448,130.      226,370.      MT  (+/- 180 meters Scaled)
 DL1106
 DL1106                          SUPERSEDED SURVEY CONTROL
 DL1106
 DL1106  NGVD 29 (??/??/??)   63.751  (m)          209.16   (f) ADJUSTED    1 1
 DL1106
 DL1106.Superseded values are not recommended for survey control.
 DL1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1106.See file dsdata.txt to determine how the superseded data were derived.
 DL1106
 DL1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS197611(NAD 83)
 DL1106_MARKER: DB = BENCH MARK DISK
 DL1106_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1106+WITH SETTING: INTO GROUND
 DL1106_SP_SET: METAL ROD WITH BASE PLATE
 DL1106_STAMPING: Q 259 1977
 DL1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1106+STABILITY: SURFACE MOTION
 DL1106
 DL1106  HISTORY     - Date     Condition        Report By
 DL1106  HISTORY     - 1977     MONUMENTED       NGS
 DL1106
 DL1106                          STATION DESCRIPTION
 DL1106
 DL1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1106'2.7 MI SE FROM DODDRIDGE.
 DL1106'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1106'U.S. HIGHWAY 71 AT DODDRIDGE TO A FORK, THENCE 0.2 MILE SOUTH
 DL1106'TO A FORK, THENCE 0.4 MILE EAST ON BLACKTOP ROAD LEADING TO
 DL1106'FERRY CROSSING, ABOUT 200 FEET SOUTHWEST OF THE WEST BANK OF RED
 DL1106'RIVER, 49 FEET SOUTHEAST OF THE CENTER OF ROAD LEADING TO LOADING
 DL1106'RAMP, 85 FEET EAST OF THE CENTER OF A STOP GATE LEADING TO RAMP,
 DL1106'AND 5 FEET SOUTHWEST OF A POWER POLE WITH LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0059 ***********************************************************************
 GG0059  DESIGNATION -  Q 26
 GG0059  PID         -  GG0059
 GG0059  STATE/COUNTY-  AR/BENTON
 GG0059  USGS QUAD   -  PEA RIDGE (1981)
 GG0059
 GG0059                         *CURRENT SURVEY CONTROL
 GG0059  ___________________________________________________________________
 GG0059* NAD 83(1986)-  36 22 36.     (N)    094 05 47.     (W)     SCALED    
 GG0059* NAVD 88     -       408.830  (meters)    1341.30   (feet)  ADJUSTED  
 GG0059  ___________________________________________________________________
 GG0059  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GG0059  DYNAMIC HT  -         408.471 (meters)    1340.13  (feet)  COMP
 GG0059  MODELED GRAV-     979,742.3   (mgal)                       NAVD 88
 GG0059
 GG0059  VERT ORDER  -  FIRST     CLASS II
 GG0059
 GG0059.The horizontal coordinates were scaled from a topographic map and have
 GG0059.an estimated accuracy of +/- 6 seconds.
 GG0059
 GG0059.The orthometric height was determined by differential leveling
 GG0059.and adjusted by the National Geodetic Survey in June 1991..
 GG0059
 GG0059.The geoid height was determined by GEOID03.
 GG0059
 GG0059.The dynamic height is computed by dividing the NAVD 88
 GG0059.geopotential number by the normal gravity value computed on the
 GG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0059.degrees latitude (g = 980.6199 gals.).
 GG0059
 GG0059.The modeled gravity was interpolated from observed gravity values.
 GG0059
 GG0059;                    North         East    Units  Estimated Accuracy
 GG0059;SPC AR N     -   228,700.      211,890.      MT  (+/- 180 meters Scaled)
 GG0059
 GG0059                          SUPERSEDED SURVEY CONTROL
 GG0059
 GG0059  NGVD 29 (??/??/92)  408.691  (m)         1340.85   (f) ADJ UNCH    1 2
 GG0059
 GG0059.Superseded values are not recommended for survey control.
 GG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0059.See file dsdata.txt to determine how the superseded data were derived.
 GG0059
 GG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA016262(NAD 83)
 GG0059_MARKER: DB = BENCH MARK DISK
 GG0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0059_SP_SET: CONCRETE POST
 GG0059_STAMPING: Q 26 1932 1340.847
 GG0059_MARK LOGO: CGS   
 GG0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0059+STABILITY: SURFACE MOTION
 GG0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0059+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1989
 GG0059
 GG0059  HISTORY     - Date     Condition        Report By
 GG0059  HISTORY     - 1932     MONUMENTED       CGS
 GG0059  HISTORY     - 1961     GOOD             NGS
 GG0059  HISTORY     - 1987     GOOD             USPSQD
 GG0059  HISTORY     - 1987     GOOD             USPSQD
 GG0059  HISTORY     - 1987     GOOD             USPSQD
 GG0059  HISTORY     - 1988     GOOD             USPSQD
 GG0059  HISTORY     - 19891115 GOOD             NGS
 GG0059
 GG0059                          STATION DESCRIPTION
 GG0059
 GG0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0059'2.2 MI S FROM AVOCA.
 GG0059'2.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0059'FROM AVOCA, BENTON COUNTY, 14-1/2 POLES SOUTH OF MILEPOST 329,
 GG0059'440 YARDS NORTHWEST OF A WHITE-PAINTED SCHOOLHOUSE, 35 FEET EAST
 GG0059'OF THE TRACK, AND 60 FEET WEST OF A ROAD PARALLELING THE TRACK.
 GG0059'A STANDARD DISK, STAMPED 1340.847 Q 26 1932 AND SET IN THE
 GG0059'TOP OF A CONCRETE POST.
 GG0059
 GG0059                          STATION RECOVERY (1987)
 GG0059
 GG0059'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0059'RECOVERED IN GOOD CONDITION.
 GG0059
 GG0059                          STATION RECOVERY (1987)
 GG0059
 GG0059'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0059'RECOVERED IN GOOD CONDITION.
 GG0059
 GG0059                          STATION RECOVERY (1987)
 GG0059
 GG0059'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0059'RECOVERED IN GOOD CONDITION.
 GG0059
 GG0059                          STATION RECOVERY (1988)
 GG0059
 GG0059'RECOVERY NOTE BY US POWER SQUADRON 1988 (VWK)
 GG0059'RECOVERED IN GOOD CONDITION.
 GG0059
 GG0059                          STATION RECOVERY (1989)
 GG0059
 GG0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0059'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.3 KM
 GG0059'(3.90 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 GG0059'JUNCTION OF WALNUT STREET IN ROGERS, 26.3 M (86.3 FT) SOUTH OF
 GG0059'UTILITY POLE NUMBER 38, 18.4 M (60.4 FT) WEST OF THE CENTER OF A DIRT
 GG0059'ROAD, 9.0 M (29.5 FT) EAST OF THE NEAR RAIL, 1.3 M (4.3 FT) BELOW THE
 GG0059'LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND IN A
 GG0059'CONCRETE MONUMENT THAT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 GG0059'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1164 ***********************************************************************
 DL1164  DESIGNATION -  Q 260
 DL1164  PID         -  DL1164
 DL1164  STATE/COUNTY-  AR/MILLER
 DL1164  USGS QUAD   -  FULTON (1975)
 DL1164
 DL1164                         *CURRENT SURVEY CONTROL
 DL1164  ___________________________________________________________________
 DL1164* NAD 83(1986)-  33 30 24.     (N)    093 45 15.     (W)     SCALED    
 DL1164* NAVD 88     -        75.160  (meters)     246.59   (feet)  ADJUSTED  
 DL1164  ___________________________________________________________________
 DL1164  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DL1164  DYNAMIC HT  -          75.080 (meters)     246.32  (feet)  COMP
 DL1164  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 DL1164
 DL1164  VERT ORDER  -  FIRST     CLASS I
 DL1164
 DL1164.The horizontal coordinates were scaled from a topographic map and have
 DL1164.an estimated accuracy of +/- 6 seconds.
 DL1164
 DL1164.The orthometric height was determined by differential leveling
 DL1164.and adjusted by the National Geodetic Survey in June 1991..
 DL1164
 DL1164.The geoid height was determined by GEOID03.
 DL1164
 DL1164.The dynamic height is computed by dividing the NAVD 88
 DL1164.geopotential number by the normal gravity value computed on the
 DL1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1164.degrees latitude (g = 980.6199 gals.).
 DL1164
 DL1164.The modeled gravity was interpolated from observed gravity values.
 DL1164
 DL1164;                    North         East    Units  Estimated Accuracy
 DL1164;SPC AR S     -   494,560.      237,030.      MT  (+/- 180 meters Scaled)
 DL1164
 DL1164                          SUPERSEDED SURVEY CONTROL
 DL1164
 DL1164  NGVD 29 (??/??/??)   75.177  (m)          246.64   (f) ADJUSTED    1 1
 DL1164
 DL1164.Superseded values are not recommended for survey control.
 DL1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1164.See file dsdata.txt to determine how the superseded data were derived.
 DL1164
 DL1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT299077(NAD 83)
 DL1164_MARKER: DB = BENCH MARK DISK
 DL1164_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1164+WITH SETTING: INTO GROUND
 DL1164_SP_SET: METAL ROD WITH BASE PLATE
 DL1164_STAMPING: Q 260 1977
 DL1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1164+STABILITY: SURFACE MOTION
 DL1164
 DL1164  HISTORY     - Date     Condition        Report By
 DL1164  HISTORY     - 1977     MONUMENTED       NGS
 DL1164
 DL1164                          STATION DESCRIPTION
 DL1164
 DL1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1164'8.1 MI NORTH FROM BECK.
 DL1164'1.3 MILES NORTH ON STATE HIGHWAY 296 FROM THE JUNCTION OF US HIGHWAY
 DL1164'82, THENCE 6.8 MILES NORTH ALONG THE TOP OF THE LEVEE TO AN OFF RAMP
 DL1164'AND AN OLD HOUSE, 44 FEET SOUTHWEST OF THE CENTER OF THE TOP OF THE
 DL1164'LEVEE, 14 FEET EAST OF A FENCE CORNER AT THE TOE OF THE LEVEE, 14
 DL1164'FEET EAST OF A POWER LINE POLE, 2 FEET NORTH OF A FENCE AT THE TOE
 DL1164'OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1183 ***********************************************************************
 DL1183  DESIGNATION -  Q 261
 DL1183  PID         -  DL1183
 DL1183  STATE/COUNTY-  AR/MILLER
 DL1183  USGS QUAD   -  HOMAN (1975)
 DL1183
 DL1183                         *CURRENT SURVEY CONTROL
 DL1183  ___________________________________________________________________
 DL1183* NAD 83(1986)-  33 31 31.     (N)    093 55 40.     (W)     SCALED    
 DL1183* NAVD 88     -        86.970  (meters)     285.33   (feet)  ADJUSTED  
 DL1183  ___________________________________________________________________
 DL1183  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL1183  DYNAMIC HT  -          86.878 (meters)     285.03  (feet)  COMP
 DL1183  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 DL1183
 DL1183  VERT ORDER  -  FIRST     CLASS I
 DL1183
 DL1183.The horizontal coordinates were scaled from a topographic map and have
 DL1183.an estimated accuracy of +/- 6 seconds.
 DL1183
 DL1183.The orthometric height was determined by differential leveling
 DL1183.and adjusted by the National Geodetic Survey in June 1991..
 DL1183
 DL1183.The geoid height was determined by GEOID03.
 DL1183
 DL1183.The dynamic height is computed by dividing the NAVD 88
 DL1183.geopotential number by the normal gravity value computed on the
 DL1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1183.degrees latitude (g = 980.6199 gals.).
 DL1183
 DL1183.The modeled gravity was interpolated from observed gravity values.
 DL1183
 DL1183;                    North         East    Units  Estimated Accuracy
 DL1183;SPC AR S     -   496,920.      220,940.      MT  (+/- 180 meters Scaled)
 DL1183
 DL1183                          SUPERSEDED SURVEY CONTROL
 DL1183
 DL1183  NGVD 29 (??/??/??)   86.984  (m)          285.38   (f) ADJUSTED    1 1
 DL1183
 DL1183.Superseded values are not recommended for survey control.
 DL1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1183.See file dsdata.txt to determine how the superseded data were derived.
 DL1183
 DL1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT138099(NAD 83)
 DL1183_MARKER: DB = BENCH MARK DISK
 DL1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1183_SP_SET: BRIDGE HEADWALL
 DL1183_STAMPING: Q 261 1977
 DL1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1183
 DL1183  HISTORY     - Date     Condition        Report By
 DL1183  HISTORY     - 1977     MONUMENTED       NGS
 DL1183
 DL1183                          STATION DESCRIPTION
 DL1183
 DL1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1183'9.7 MI SW FROM FULTON.
 DL1183'1.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END OF
 DL1183'THE BRIDGE OVER THE RED RIVER AT FULTON, THENCE 1.1 MILE SOUTHWEST
 DL1183'ALONG THE LEVEE, THENCE 0.1 MILE SOUTHEAST TO US HIGHWAY 67, THENCE
 DL1183'6.4 MILES SOUTHWEST ALONG US HIGHWAY 67, THENCE 0.3 MILE NORTH ALONG
 DL1183'A ASPHALT ROAD, SET IN THE TOP OF THE NORTHEAST CORNER OF A BRIDGE
 DL1183'OVER INTERSTATE HIGHWAY 30, AND 13 FEET SOUTHEAST OF THE CENTER OF
 DL1183'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0009 ***********************************************************************
 FH0009  DESIGNATION -  Q 27
 FH0009  PID         -  FH0009
 FH0009  STATE/COUNTY-  AR/WASHINGTON
 FH0009  USGS QUAD   -  WINSLOW (1983)
 FH0009
 FH0009                         *CURRENT SURVEY CONTROL
 FH0009  ___________________________________________________________________
 FH0009* NAD 83(1986)-  35 52 25.     (N)    094 09 18.     (W)     SCALED    
 FH0009* NAVD 88     -       426.637  (meters)    1399.72   (feet)  ADJUSTED  
 FH0009  ___________________________________________________________________
 FH0009  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH0009  DYNAMIC HT  -         426.241 (meters)    1398.43  (feet)  COMP
 FH0009  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 FH0009
 FH0009  VERT ORDER  -  FIRST     CLASS II
 FH0009
 FH0009.The horizontal coordinates were scaled from a topographic map and have
 FH0009.an estimated accuracy of +/- 6 seconds.
 FH0009
 FH0009.The orthometric height was determined by differential leveling
 FH0009.and adjusted by the National Geodetic Survey in June 1991..
 FH0009
 FH0009.The geoid height was determined by GEOID03.
 FH0009
 FH0009.The dynamic height is computed by dividing the NAVD 88
 FH0009.geopotential number by the normal gravity value computed on the
 FH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0009.degrees latitude (g = 980.6199 gals.).
 FH0009
 FH0009.The modeled gravity was interpolated from observed gravity values.
 FH0009
 FH0009;                    North         East    Units  Estimated Accuracy
 FH0009;SPC AR N     -   173,010.      205,410.      MT  (+/- 180 meters Scaled)
 FH0009
 FH0009                          SUPERSEDED SURVEY CONTROL
 FH0009
 FH0009  NGVD 29 (??/??/92)  426.479  (m)         1399.21   (f) ADJ UNCH    1 2
 FH0009
 FH0009.Superseded values are not recommended for survey control.
 FH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0009.See file dsdata.txt to determine how the superseded data were derived.
 FH0009
 FH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV957705(NAD 83)
 FH0009_MARKER: DB = BENCH MARK DISK
 FH0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0009_STAMPING: 1399.207 Q 1932
 FH0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0009+STABILITY: SURFACE MOTION
 FH0009
 FH0009  HISTORY     - Date     Condition        Report By
 FH0009  HISTORY     - 1932     MONUMENTED       CGS
 FH0009  HISTORY     - 1965     GOOD             NGS
 FH0009
 FH0009                          STATION DESCRIPTION
 FH0009
 FH0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FH0009'1.2 MI S FROM WOOLSEY.
 FH0009'1.2 MILES SOUTH ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 FH0009'WOOLSEY WASHINGTON COUNTY, 3 1/2 POLES SOUTH OF THE SIGN AT CLARE
 FH0009'SIDING AND BETWEEN THE POLES 367+8 AND 367+9, 150 FT. SOUTHEAST OF
 FH0009'A FARM ROAD, 50 FT. NORTHEAST OF THE TRACK, AND 2 FT. SOUTH OF A
 FH0009'WIRE FENCE.  A STANDARD DISK, STAMPED 1399.207 Q 1932 AND SET IN
 FH0009'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0139 ***********************************************************************
 FH0139  DESIGNATION -  Q 28
 FH0139  PID         -  FH0139
 FH0139  STATE/COUNTY-  AR/CRAWFORD
 FH0139  USGS QUAD   -  VAN BUREN (1997)
 FH0139
 FH0139                         *CURRENT SURVEY CONTROL
 FH0139  ___________________________________________________________________
 FH0139* NAD 83(1986)-  35 26 37.     (N)    094 20 08.     (W)     SCALED    
 FH0139* NAVD 88     -       140.247  (meters)     460.13   (feet)  ADJUSTED  
 FH0139  ___________________________________________________________________
 FH0139  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FH0139  DYNAMIC HT  -         140.115 (meters)     459.69  (feet)  COMP
 FH0139  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FH0139
 FH0139  VERT ORDER  -  FIRST     CLASS II
 FH0139
 FH0139.The horizontal coordinates were scaled from a topographic map and have
 FH0139.an estimated accuracy of +/- 6 seconds.
 FH0139
 FH0139.The orthometric height was determined by differential leveling
 FH0139.and adjusted by the National Geodetic Survey in June 1991..
 FH0139.WARNING-Repeat measurements at this control monument indicate possible
 FH0139.vertical movement.
 FH0139
 FH0139.The geoid height was determined by GEOID03.
 FH0139
 FH0139.The dynamic height is computed by dividing the NAVD 88
 FH0139.geopotential number by the normal gravity value computed on the
 FH0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0139.degrees latitude (g = 980.6199 gals.).
 FH0139
 FH0139.The modeled gravity was interpolated from observed gravity values.
 FH0139
 FH0139;                    North         East    Units  Estimated Accuracy
 FH0139;SPC AR N     -   125,690.      187,980.      MT  (+/- 180 meters Scaled)
 FH0139
 FH0139                          SUPERSEDED SURVEY CONTROL
 FH0139
 FH0139  NGVD 29 (10/05/93)  140.155  (m)          459.83   (f) ADJUSTED    1 2
 FH0139
 FH0139.Superseded values are not recommended for survey control.
 FH0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0139.See file dsdata.txt to determine how the superseded data were derived.
 FH0139
 FH0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV787230(NAD 83)
 FH0139_MARKER: DB = BENCH MARK DISK
 FH0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0139_SP_SET: CONCRETE POST
 FH0139_STAMPING: Q 28 1932 459.848
 FH0139_MARK LOGO: CGS   
 FH0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0139+STABILITY: SURFACE MOTION
 FH0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0139+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1989
 FH0139
 FH0139  HISTORY     - Date     Condition        Report By
 FH0139  HISTORY     - 1932     MONUMENTED       CGS
 FH0139  HISTORY     - 1959     GOOD             NGS
 FH0139  HISTORY     - 198412   MARK NOT FOUND   USGS
 FH0139  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FH0139  HISTORY     - 19891102 GOOD             NGS
 FH0139
 FH0139                          STATION DESCRIPTION
 FH0139
 FH0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0139'1 MI N FROM VAN BUREN.
 FH0139'1.0 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0139'THE STATION AT VAN BUREN, CRAWFORD COUNTY, 38-1/2 POLES SOUTH
 FH0139'OF MILEPOST 408, AT THE ALMA BOULEVARD CROSSING, 50 FEET EAST
 FH0139'OF THE TRACK, AND 20 FEET SOUTH OF THE ROAD.  A STANDARD DISK,
 FH0139'STAMPED 459.848 Q 28 1932 AND SET IN THE TOP OF A CONCRETE
 FH0139'POST.  NOTE-- THIS MARK WAS RECOVERED 1 1/4 POLES NORTHEAST
 FH0139'OF MILEPOST 409, IN THE SOUTHWEST ANGLE OF A STREET CROSSING,
 FH0139'19 FEET SOUTHWEST OF A POLE AND IN LINE WITH THE POLES TO THE
 FH0139'SOUTHWEST.
 FH0139
 FH0139                          STATION RECOVERY (1984)
 FH0139
 FH0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (WAE)
 FH0139'MARK NOT FOUND.
 FH0139
 FH0139                          STATION RECOVERY (1987)
 FH0139
 FH0139'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0139'MARK NOT FOUND.
 FH0139
 FH0139                          STATION RECOVERY (1989)
 FH0139
 FH0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0139'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN VAN
 FH0139'BUREN, AT THE INTERSECTION OF 22ND STREET AND ALMA BOULEVARD, 13.1 M
 FH0139'(43.0 FT) SOUTHEAST OF THE NEAR RAIL OF THE ARKANSAS AND MISSOURI
 FH0139'RAILROAD, 12.3 M (40.4 FT) SOUTH OF THE CENTER OF THE BOULEVARD, 6.0
 FH0139'M (19.7 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 3570, 3.7 M (12.1
 FH0139'FT) WEST OF THE EXTENDED CENTER OF THE STREET, 0.3 M (1.0 FT) BELOW
 FH0139'THE LEVEL OF THE BOULEVARD, AND IN A CONCRETE MONUMENT THAT PROJECTS
 FH0139'0.06 M (0.2 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1624 ***********************************************************************
 EJ1624  DESIGNATION -  Q 287
 EJ1624  PID         -  EJ1624
 EJ1624  STATE/COUNTY-  AR/PULASKI
 EJ1624  USGS QUAD   -  WOODSON (1987)
 EJ1624
 EJ1624                         *CURRENT SURVEY CONTROL
 EJ1624  ___________________________________________________________________
 EJ1624* NAD 83(1986)-  34 33 56.     (N)    092 12 25.     (W)     SCALED    
 EJ1624* NAVD 88     -        76.636  (meters)     251.43   (feet)  ADJUSTED  
 EJ1624  ___________________________________________________________________
 EJ1624  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ1624  DYNAMIC HT  -          76.563 (meters)     251.19  (feet)  COMP
 EJ1624  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 EJ1624
 EJ1624  VERT ORDER  -  FIRST     CLASS II
 EJ1624
 EJ1624.The horizontal coordinates were scaled from a topographic map and have
 EJ1624.an estimated accuracy of +/- 6 seconds.
 EJ1624
 EJ1624.The orthometric height was determined by differential leveling
 EJ1624.and adjusted by the National Geodetic Survey in June 1991..
 EJ1624
 EJ1624.The geoid height was determined by GEOID03.
 EJ1624
 EJ1624.The dynamic height is computed by dividing the NAVD 88
 EJ1624.geopotential number by the normal gravity value computed on the
 EJ1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1624.degrees latitude (g = 980.6199 gals.).
 EJ1624
 EJ1624.The modeled gravity was interpolated from observed gravity values.
 EJ1624
 EJ1624;                    North         East    Units  Estimated Accuracy
 EJ1624;SPC AR S     -   610,630.      381,010.      MT  (+/- 180 meters Scaled)
 EJ1624
 EJ1624                          SUPERSEDED SURVEY CONTROL
 EJ1624
 EJ1624.No superseded survey control is available for this station.
 EJ1624
 EJ1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU727251(NAD 83)
 EJ1624_MARKER: I = METAL ROD
 EJ1624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1624_SP_SET: STAINLESS STEEL ROD
 EJ1624_STAMPING: Q 287 1984
 EJ1624_MARK LOGO: NGS   
 EJ1624_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1624_ROD/PIPE-DEPTH: 23.1 meters
 EJ1624
 EJ1624  HISTORY     - Date     Condition        Report By
 EJ1624  HISTORY     - 1984     MONUMENTED       NGS
 EJ1624  HISTORY     - 1988     GOOD             USPSQD
 EJ1624  HISTORY     - 1989     GOOD             USPSQD
 EJ1624  HISTORY     - 1989     GOOD             USPSQD
 EJ1624  HISTORY     - 1990     GOOD             USPSQD
 EJ1624  HISTORY     - 1990     GOOD             USPSQD
 EJ1624
 EJ1624                          STATION DESCRIPTION
 EJ1624
 EJ1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1624'4.2 KM (2.6 MI) SOUTH FROM WRIGHTSVILLE.
 EJ1624'4.2 KM (2.6 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE AND
 EJ1624'JUNCTION OF STATE HIGHWAY 386 IN WRIGHTSVILLE, AT A METAL AND WIRE
 EJ1624'GATE PASTURE ENTRANCE EAST, 8.53 METERS (28.0 FT) EAST OF THE CENTER
 EJ1624'LINE OF THE HIGHWAY, 16.76 METERS (55.0 FT) EAST-SOUTHEAST AND ACROSS
 EJ1624'THE HIGHWAY FROM POWER LINE POLE NUMBER 241, 9.14 METERS (30.0 FT)
 EJ1624'NORTH OF A CORNER FENCE POST, 7.16 METERS (23.5 FT) NORTH OF THE
 EJ1624'CENTER OF THE METAL AND WIRE GATE, AND 0.27 METERS (0.9 FT) WEST OF A
 EJ1624'FENCE.  NOTE, THE ROD WAS ANCHORED AT THIS DEPTH.
 EJ1624'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 EJ1624'THE MARK IS 0.15 M BELOW HIGHWAY.
 EJ1624
 EJ1624                          STATION RECOVERY (1988)
 EJ1624
 EJ1624'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1624'RECOVERED IN GOOD CONDITION.
 EJ1624
 EJ1624                          STATION RECOVERY (1989)
 EJ1624
 EJ1624'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1624'RECOVERED IN GOOD CONDITION.
 EJ1624
 EJ1624                          STATION RECOVERY (1989)
 EJ1624
 EJ1624'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1624'RECOVERED IN GOOD CONDITION.
 EJ1624
 EJ1624                          STATION RECOVERY (1990)
 EJ1624
 EJ1624'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1624'RECOVERED IN GOOD CONDITION.
 EJ1624
 EJ1624                          STATION RECOVERY (1990)
 EJ1624
 EJ1624'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1654 ***********************************************************************
 EJ1654  DESIGNATION -  Q 288
 EJ1654  PID         -  EJ1654
 EJ1654  STATE/COUNTY-  AR/JEFFERSON
 EJ1654  USGS QUAD   -  PINE BLUFF (1984)
 EJ1654
 EJ1654                         *CURRENT SURVEY CONTROL
 EJ1654  ___________________________________________________________________
 EJ1654* NAD 83(1986)-  34 14 10.     (N)    092 02 39.     (W)     SCALED    
 EJ1654* NAVD 88     -        69.870  (meters)     229.23   (feet)  ADJUSTED  
 EJ1654  ___________________________________________________________________
 EJ1654  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ1654  DYNAMIC HT  -          69.803 (meters)     229.01  (feet)  COMP
 EJ1654  MODELED GRAV-     979,667.9   (mgal)                       NAVD 88
 EJ1654
 EJ1654  VERT ORDER  -  FIRST     CLASS II
 EJ1654
 EJ1654.The horizontal coordinates were scaled from a topographic map and have
 EJ1654.an estimated accuracy of +/- 6 seconds.
 EJ1654
 EJ1654.The orthometric height was determined by differential leveling
 EJ1654.and adjusted by the National Geodetic Survey in June 1991..
 EJ1654
 EJ1654.The geoid height was determined by GEOID03.
 EJ1654
 EJ1654.The dynamic height is computed by dividing the NAVD 88
 EJ1654.geopotential number by the normal gravity value computed on the
 EJ1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1654.degrees latitude (g = 980.6199 gals.).
 EJ1654
 EJ1654.The modeled gravity was interpolated from observed gravity values.
 EJ1654
 EJ1654;                    North         East    Units  Estimated Accuracy
 EJ1654;SPC AR S     -   574,070.      395,930.      MT  (+/- 180 meters Scaled)
 EJ1654
 EJ1654                          SUPERSEDED SURVEY CONTROL
 EJ1654
 EJ1654.No superseded survey control is available for this station.
 EJ1654
 EJ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT880887(NAD 83)
 EJ1654_MARKER: I = METAL ROD
 EJ1654_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1654_SP_SET: STAINLESS STEEL ROD
 EJ1654_STAMPING: Q 288 1984
 EJ1654_MARK LOGO: NGS   
 EJ1654_PROJECTION: FLUSH
 EJ1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1654_ROD/PIPE-DEPTH: 9.75 meters
 EJ1654
 EJ1654  HISTORY     - Date     Condition        Report By
 EJ1654  HISTORY     - 1984     MONUMENTED       NGS
 EJ1654  HISTORY     - 1988     GOOD             USPSQD
 EJ1654  HISTORY     - 1989     GOOD             USPSQD
 EJ1654  HISTORY     - 1989     GOOD             USPSQD
 EJ1654  HISTORY     - 1990     GOOD             USPSQD
 EJ1654
 EJ1654                          STATION DESCRIPTION
 EJ1654
 EJ1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1654'5.5 KM (3.45 MI) WNW FROM PINE BLUFF.
 EJ1654'0.2 KM (0.1 MI) SOUTH ALONG STATE STREET FROM THE OLD UNION STATION,
 EJ1654'(NOW THE UNION STATION RESTAURANT), THENCE 4.0 KM (2.5 MI) WEST ALONG
 EJ1654'BUSINESS U.S. HIGHWAY 65 (5TH STREET), THENCE 1.3 KM (0.85 MI) NORTH
 EJ1654'ALONG BUSINESS U.S. HIGHWAY 65 AND STATE HIGHWAY 365, SET SOUTHWEST
 EJ1654'AND ACROSS THE HIGHWAY FROM THE PINECREST WATER TOWER BY A SECURITY
 EJ1654'FENCE, 13.50 METERS (44.3 FT) SOUTHWEST OF THE CENTER LINE OF HIGHWAY
 EJ1654'365, 33.98 METERS (111.5 FT) SOUTH-SOUTHWEST OF A POWER LINE POLE WITH
 EJ1654'A TRANSFORMER AND A STREET LIGHT, 6.46 METERS (21.2 FT)
 EJ1654'NORTH-NORTHWEST OF A POWER LINE POLE WITH A STREET LIGHT, 2.68 METERS
 EJ1654'(8.8 FT) NORTH OF THE CENTER OF A DOUBLE GATE IN THE SECURITY FENCE,
 EJ1654'AND 0.30 METERS (1.0 FT) NORTHEAST OF THE SECURITY FENCE.  NOTE,
 EJ1654'DRIVING RATE EXCEEDED, ROD ANCHORED.
 EJ1654'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EJ1654'THE MARK IS 0.2 M ABOVE HIGHWAY 365.
 EJ1654
 EJ1654                          STATION RECOVERY (1988)
 EJ1654
 EJ1654'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1654'RECOVERED IN GOOD CONDITION.
 EJ1654
 EJ1654                          STATION RECOVERY (1989)
 EJ1654
 EJ1654'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EJ1654'RECOVERED IN GOOD CONDITION.
 EJ1654
 EJ1654                          STATION RECOVERY (1989)
 EJ1654
 EJ1654'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1654'RECOVERED IN GOOD CONDITION.
 EJ1654
 EJ1654                          STATION RECOVERY (1990)
 EJ1654
 EJ1654'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1738 ***********************************************************************
 DK1738  DESIGNATION -  Q 289
 DK1738  PID         -  DK1738
 DK1738  STATE/COUNTY-  AR/DESHA
 DK1738  USGS QUAD   -  DUMAS (1969)
 DK1738
 DK1738                         *CURRENT SURVEY CONTROL
 DK1738  ___________________________________________________________________
 DK1738* NAD 83(1986)-  33 56 01.     (N)    091 23 30.     (W)     SCALED    
 DK1738* NAVD 88     -        48.323  (meters)     158.54   (feet)  ADJUSTED  
 DK1738  ___________________________________________________________________
 DK1738  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK1738  DYNAMIC HT  -          48.276 (meters)     158.39  (feet)  COMP
 DK1738  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 DK1738
 DK1738  VERT ORDER  -  FIRST     CLASS II
 DK1738
 DK1738.The horizontal coordinates were scaled from a topographic map and have
 DK1738.an estimated accuracy of +/- 6 seconds.
 DK1738
 DK1738.The orthometric height was determined by differential leveling
 DK1738.and adjusted by the National Geodetic Survey in June 1991..
 DK1738
 DK1738.The geoid height was determined by GEOID03.
 DK1738
 DK1738.The dynamic height is computed by dividing the NAVD 88
 DK1738.geopotential number by the normal gravity value computed on the
 DK1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1738.degrees latitude (g = 980.6199 gals.).
 DK1738
 DK1738.The modeled gravity was interpolated from observed gravity values.
 DK1738
 DK1738;                    North         East    Units  Estimated Accuracy
 DK1738;SPC AR S     -   540,690.      456,240.      MT  (+/- 180 meters Scaled)
 DK1738
 DK1738                          SUPERSEDED SURVEY CONTROL
 DK1738
 DK1738.No superseded survey control is available for this station.
 DK1738
 DK1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT486559(NAD 83)
 DK1738_MARKER: I = METAL ROD
 DK1738_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK1738_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK1738_STAMPING: Q 289 1984
 DK1738_MARK LOGO: NGS   
 DK1738_PROJECTION: FLUSH
 DK1738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK1738+STABILITY: POSITION/ELEVATION WELL
 DK1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1738+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 DK1738_ROD/PIPE-DEPTH: 34.1 meters
 DK1738_SLEEVE-DEPTH  : 6.1 meters
 DK1738
 DK1738  HISTORY     - Date     Condition        Report By
 DK1738  HISTORY     - 1984     MONUMENTED       NGS
 DK1738  HISTORY     - 1988     GOOD             USPSQD
 DK1738  HISTORY     - 1989     GOOD             USPSQD
 DK1738  HISTORY     - 1990     GOOD             USPSQD
 DK1738  HISTORY     - 20040113 GOOD             USACE
 DK1738
 DK1738                          STATION DESCRIPTION
 DK1738
 DK1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1738'IN BACK GATE.
 DK1738'IN BACK GATE, AT THE NORTHEAST CORNER OF A FENCED IN AREA OF THE BACK
 DK1738'GATE WATER TANK, LOCATED JUST SOUTH OF AN EXXON SERVICE STATION AND
 DK1738'JUST NORTH OF A COTTON GIN, 39.9 METERS (131.0 FT) EAST-SOUTHEAST OF
 DK1738'THE CENTER LINE OF U.S. HIGHWAY 165, 1.9 METERS (6.3 FT) SOUTH OF AN
 DK1738'EAST-WEST SECURITY FENCE, 2.9 METERS (9.5 FT) SOUTHWEST OF A SECURITY
 DK1738'FENCE CORNER POST, 2.2 METERS (7.2 FT) WEST OF A NORTH-SOUTH SECURITY
 DK1738'FENCE, 9.3 METERS (30.4 FT) NORTHEAST OF THE NORTH CORNER OF THE
 DK1738'CEMENT FOUNDATION OF THE NORTHEASTERNMOST LEG OF THE WATER TANK,
 DK1738'12.8 METERS (42.0 FT) EAST OF THE NORTHEAST CORNER OF A 30 FEET BY 20
 DK1738'FEET SHED, 2.0 METERS (6.4 FT) SOUTHWEST OF A UTILITY POLE, AND
 DK1738'13.0 METERS (42.6 FT) NORTH OF THE APPROXIMATE EXTENDED CENTER OF THE
 DK1738'ENTRANCE DRIVE TO THE WATER TANK.  NOTE, ROD IS DRIVEN TO REFUSAL.
 DK1738'THE MARK IS 1.8 METERS  S FROM A WITNESS POST.
 DK1738'THE MARK IS 0.31 M BELOW HIGHWAY.
 DK1738
 DK1738                          STATION RECOVERY (1988)
 DK1738
 DK1738'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK)
 DK1738'RECOVERED IN GOOD CONDITION.
 DK1738
 DK1738                          STATION RECOVERY (1989)
 DK1738
 DK1738'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1738'RECOVERED IN GOOD CONDITION.
 DK1738
 DK1738                          STATION RECOVERY (1990)
 DK1738
 DK1738'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1738'RECOVERED IN GOOD CONDITION.
 DK1738
 DK1738                          STATION RECOVERY (2004)
 DK1738
 DK1738'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK1738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1196 ***********************************************************************
 FG1196  DESIGNATION -  Q 29
 FG1196  PID         -  FG1196
 FG1196  STATE/COUNTY-  AR/FRANKLIN
 FG1196  USGS QUAD   -  OZARK (1993)
 FG1196
 FG1196                         *CURRENT SURVEY CONTROL
 FG1196  ___________________________________________________________________
 FG1196* NAD 83(1986)-  35 29 06.     (N)    093 49 32.     (W)     SCALED    
 FG1196* NAVD 88     -       117.461  (meters)     385.37   (feet)  ADJUSTED  
 FG1196  ___________________________________________________________________
 FG1196  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FG1196  DYNAMIC HT  -         117.353 (meters)     385.02  (feet)  COMP
 FG1196  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 FG1196
 FG1196  VERT ORDER  -  FIRST     CLASS II
 FG1196
 FG1196.The horizontal coordinates were scaled from a topographic map and have
 FG1196.an estimated accuracy of +/- 6 seconds.
 FG1196
 FG1196.The orthometric height was determined by differential leveling
 FG1196.and adjusted by the National Geodetic Survey in June 1991..
 FG1196
 FG1196.The geoid height was determined by GEOID03.
 FG1196
 FG1196.The dynamic height is computed by dividing the NAVD 88
 FG1196.geopotential number by the normal gravity value computed on the
 FG1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1196.degrees latitude (g = 980.6199 gals.).
 FG1196
 FG1196.The modeled gravity was interpolated from observed gravity values.
 FG1196
 FG1196;                    North         East    Units  Estimated Accuracy
 FG1196;SPC AR N     -   129,300.      234,360.      MT  (+/- 180 meters Scaled)
 FG1196
 FG1196                          SUPERSEDED SURVEY CONTROL
 FG1196
 FG1196  NGVD 29 (??/??/92)  117.415  (m)          385.22   (f) ADJ UNCH    1 2
 FG1196
 FG1196.Superseded values are not recommended for survey control.
 FG1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1196.See file dsdata.txt to determine how the superseded data were derived.
 FG1196
 FG1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV251271(NAD 83)
 FG1196_MARKER: DB = BENCH MARK DISK
 FG1196_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FG1196_STAMPING: Q-29 1934
 FG1196_MARK LOGO: CGS   
 FG1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1196
 FG1196  HISTORY     - Date     Condition        Report By
 FG1196  HISTORY     - 1934     MONUMENTED       CGS
 FG1196  HISTORY     - 1934     GOOD             NGS
 FG1196  HISTORY     - 1971     GOOD             NGS
 FG1196  HISTORY     - 1984     GOOD             NGS
 FG1196  HISTORY     - 1989     GOOD             USPSQD
 FG1196  HISTORY     - 1990     GOOD             USPSQD
 FG1196
 FG1196                          STATION DESCRIPTION
 FG1196
 FG1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG1196'IN OZARK.
 FG1196'TABLET SET VERTICALLY IN STONE WALL ON SOUTH SIDE OF MISSOURI, PACIFIC
 FG1196'R.R. STATION AT OZARK.  19.2 FEET NORTH OF CENTERLINE OF M.P.RY. 7.1
 FG1196'FEET EAST OF SOUTHWEST CORNER OF TICKET OFFICE.  7.1 FEET WEST OF
 FG1196'SOUTHEAST CORNER OF TICKET OFFICE.  4.6 FEET ABOVE THE GROUND.
 FG1196
 FG1196                          STATION RECOVERY (1971)
 FG1196
 FG1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FG1196'RECOVERED IN GOOD CONDITION.
 FG1196
 FG1196                          STATION RECOVERY (1984)
 FG1196
 FG1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1196'RECOVERED IN GOOD CONDITION.
 FG1196
 FG1196                          STATION RECOVERY (1989)
 FG1196
 FG1196'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1196'RECOVERED IN GOOD CONDITION.
 FG1196
 FG1196                          STATION RECOVERY (1990)
 FG1196
 FG1196'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1673 ***********************************************************************
 EJ1673  DESIGNATION -  Q 290
 EJ1673  PID         -  EJ1673
 EJ1673  STATE/COUNTY-  AR/PULASKI
 EJ1673  USGS QUAD   -  MAYFLOWER (1987)
 EJ1673
 EJ1673                         *CURRENT SURVEY CONTROL
 EJ1673  ___________________________________________________________________
 EJ1673* NAD 83(1986)-  34 53 28.     (N)    092 25 34.     (W)     SCALED    
 EJ1673* NAVD 88     -       100.241  (meters)     328.87   (feet)  ADJUSTED  
 EJ1673  ___________________________________________________________________
 EJ1673  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EJ1673  DYNAMIC HT  -         100.148 (meters)     328.57  (feet)  COMP
 EJ1673  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 EJ1673
 EJ1673  VERT ORDER  -  FIRST     CLASS II
 EJ1673
 EJ1673.The horizontal coordinates were scaled from a topographic map and have
 EJ1673.an estimated accuracy of +/- 6 seconds.
 EJ1673
 EJ1673.The orthometric height was determined by differential leveling
 EJ1673.and adjusted by the National Geodetic Survey in June 1991..
 EJ1673
 EJ1673.The geoid height was determined by GEOID03.
 EJ1673
 EJ1673.The dynamic height is computed by dividing the NAVD 88
 EJ1673.geopotential number by the normal gravity value computed on the
 EJ1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1673.degrees latitude (g = 980.6199 gals.).
 EJ1673
 EJ1673.The modeled gravity was interpolated from observed gravity values.
 EJ1673
 EJ1673;                    North         East    Units  Estimated Accuracy
 EJ1673;SPC AR S     -   646,810.      361,050.      MT  (+/- 180 meters Scaled)
 EJ1673
 EJ1673                          SUPERSEDED SURVEY CONTROL
 EJ1673
 EJ1673  NGVD 29 (06/07/95)  100.305  (m)          329.08   (f) ADJUSTED    1 2
 EJ1673
 EJ1673.Superseded values are not recommended for survey control.
 EJ1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1673.See file dsdata.txt to determine how the superseded data were derived.
 EJ1673
 EJ1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU524611(NAD 83)
 EJ1673_MARKER: I = METAL ROD
 EJ1673_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1673+WITH SETTING: INFORMATION.
 EJ1673_SP_SET: SHALLOW SET METAL ROD
 EJ1673_STAMPING: Q 290 1984
 EJ1673_MARK LOGO: NGS   
 EJ1673_PROJECTION: FLUSH
 EJ1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1673_ROD/PIPE-DEPTH: 2.13 meters
 EJ1673
 EJ1673  HISTORY     - Date     Condition        Report By
 EJ1673  HISTORY     - 1984     MONUMENTED       NGS
 EJ1673  HISTORY     - 1988     GOOD             USPSQD
 EJ1673  HISTORY     - 1989     GOOD             USPSQD
 EJ1673  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1673  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ1673  HISTORY     - 1991     GOOD             USPSQD
 EJ1673
 EJ1673                          STATION DESCRIPTION
 EJ1673
 EJ1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1673'4.4 KM (2.75 MI) NW FROM MORGAN.
 EJ1673'4.4 KM (2.75 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 365 FROM THE
 EJ1673'UNDERPASS OF INTERSTATE 40 IN MORGAN TO THE MARK ON THE LEFT IN FRONT
 EJ1673'OF TWO HOUSES, 11.95 METERS (39.2 FT) SOUTH-SOUTHWEST OF THE
 EJ1673'CENTERLINE OF THE HIGHWAY, 9.45 METERS (31.0 FT) WEST-NORTHWEST OF A
 EJ1673'ROUND METAL WATER COVER, 8.50 METERS (27.9 FT) EAST OF THE NORTHEAST
 EJ1673'CORNER OF A CONCRETE FORMATION BEING THE ENTRANCE TO A CELLAR,
 EJ1673'1.45 METERS (4.7 FT) EAST-SOUTHEAST OF THE CORNER FENCE POST OF A WIRE
 EJ1673'FENCE, AND 0.21 METERS (0.7 FT) NORTH-NORTHEAST OF THE FENCE.  NOTE,
 EJ1673'THE ROD WAS DRIVEN TO REFUSAL.
 EJ1673'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1673
 EJ1673                          STATION RECOVERY (1988)
 EJ1673
 EJ1673'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1673'RECOVERED IN GOOD CONDITION.
 EJ1673
 EJ1673                          STATION RECOVERY (1989)
 EJ1673
 EJ1673'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1673'RECOVERED IN GOOD CONDITION.
 EJ1673
 EJ1673                          STATION RECOVERY (1989)
 EJ1673
 EJ1673'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ1673'MARK NOT FOUND.
 EJ1673
 EJ1673                          STATION RECOVERY (1990)
 EJ1673
 EJ1673'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ1673'MARK NOT FOUND.
 EJ1673
 EJ1673                          STATION RECOVERY (1991)
 EJ1673
 EJ1673'RECOVERY NOTE BY US POWER SQUADRON 1991 (JH)
 EJ1673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1552 ***********************************************************************
 FG1552  DESIGNATION -  Q 291
 FG1552  PID         -  FG1552
 FG1552  STATE/COUNTY-  AR/CONWAY
 FG1552  USGS QUAD   -  MENIFEE (1991)
 FG1552
 FG1552                         *CURRENT SURVEY CONTROL
 FG1552  ___________________________________________________________________
 FG1552* NAD 83(1986)-  35 09 11.     (N)    092 36 28.     (W)     SCALED    
 FG1552* NAVD 88     -        97.917  (meters)     321.25   (feet)  ADJUSTED  
 FG1552  ___________________________________________________________________
 FG1552  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FG1552  DYNAMIC HT  -          97.825 (meters)     320.95  (feet)  COMP
 FG1552  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FG1552
 FG1552  VERT ORDER  -  FIRST     CLASS II
 FG1552
 FG1552.The horizontal coordinates were scaled from a topographic map and have
 FG1552.an estimated accuracy of +/- 6 seconds.
 FG1552
 FG1552.The orthometric height was determined by differential leveling
 FG1552.and adjusted by the National Geodetic Survey in June 1991..
 FG1552
 FG1552.The geoid height was determined by GEOID03.
 FG1552
 FG1552.The dynamic height is computed by dividing the NAVD 88
 FG1552.geopotential number by the normal gravity value computed on the
 FG1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1552.degrees latitude (g = 980.6199 gals.).
 FG1552
 FG1552.The modeled gravity was interpolated from observed gravity values.
 FG1552
 FG1552;                    North         East    Units  Estimated Accuracy
 FG1552;SPC AR N     -    91,110.      344,620.      MT  (+/- 180 meters Scaled)
 FG1552
 FG1552                          SUPERSEDED SURVEY CONTROL
 FG1552
 FG1552  NGVD 29 (06/07/95)   97.960  (m)          321.39   (f) ADJUSTED    1 2
 FG1552
 FG1552.Superseded values are not recommended for survey control.
 FG1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1552.See file dsdata.txt to determine how the superseded data were derived.
 FG1552
 FG1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU357900(NAD 83)
 FG1552_MARKER: I = METAL ROD
 FG1552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1552_SP_SET: STAINLESS STEEL ROD
 FG1552_STAMPING: Q 291 1984
 FG1552_MARK LOGO: NGS   
 FG1552_PROJECTION: FLUSH
 FG1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1552_ROD/PIPE-DEPTH: 3.35 meters
 FG1552
 FG1552  HISTORY     - Date     Condition        Report By
 FG1552  HISTORY     - 1984     MONUMENTED       NGS
 FG1552  HISTORY     - 1988     GOOD             USPSQD
 FG1552  HISTORY     - 1989     GOOD             USPSQD
 FG1552  HISTORY     - 1989     GOOD             USPSQD
 FG1552  HISTORY     - 19970319 GOOD             USPSQD
 FG1552
 FG1552                          STATION DESCRIPTION
 FG1552
 FG1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1552'5.0 KM (3.1 MI) WEST FROM MENIFEE.
 FG1552'5.0 KM (3.1 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1552'MENIFEE TO A MEDIUM SIZED ONE LEVEL HOUSE AND THE MARK ON THE LEFT,
 FG1552'17.98 METERS (59.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FG1552'13.81 METERS (45.3 FT) WEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY
 FG1552'TO THE HOUSE, 12.83 METERS (42.1 FT) SOUTHWEST OF THE WEST END OF A
 FG1552'METAL PIPE CULVERT UNDER THE DRIVEWAY, AND 0.37 METERS (1.2 FT) NORTH
 FG1552'OF A BARBWIRE FENCE.
 FG1552'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FG1552'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FG1552
 FG1552                          STATION RECOVERY (1988)
 FG1552
 FG1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1552'RECOVERED IN GOOD CONDITION.
 FG1552
 FG1552                          STATION RECOVERY (1989)
 FG1552
 FG1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1552'RECOVERED IN GOOD CONDITION.
 FG1552
 FG1552                          STATION RECOVERY (1989)
 FG1552
 FG1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1552'RECOVERED IN GOOD CONDITION.
 FG1552
 FG1552                          STATION RECOVERY (1997)
 FG1552
 FG1552'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1591 ***********************************************************************
 FG1591  DESIGNATION -  Q 292
 FG1591  PID         -  FG1591
 FG1591  STATE/COUNTY-  AR/POPE
 FG1591  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1591
 FG1591                         *CURRENT SURVEY CONTROL
 FG1591  ___________________________________________________________________
 FG1591* NAD 83(1986)-  35 17 11.     (N)    093 09 41.     (W)     SCALED    
 FG1591* NAVD 88     -       110.274  (meters)     361.79   (feet)  ADJUSTED  
 FG1591  ___________________________________________________________________
 FG1591  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FG1591  DYNAMIC HT  -         110.169 (meters)     361.45  (feet)  COMP
 FG1591  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 FG1591
 FG1591  VERT ORDER  -  FIRST     CLASS II
 FG1591
 FG1591.The horizontal coordinates were scaled from a topographic map and have
 FG1591.an estimated accuracy of +/- 6 seconds.
 FG1591
 FG1591.The orthometric height was determined by differential leveling
 FG1591.and adjusted by the National Geodetic Survey in June 1991..
 FG1591
 FG1591.The geoid height was determined by GEOID03.
 FG1591
 FG1591.The dynamic height is computed by dividing the NAVD 88
 FG1591.geopotential number by the normal gravity value computed on the
 FG1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1591.degrees latitude (g = 980.6199 gals.).
 FG1591
 FG1591.The modeled gravity was interpolated from observed gravity values.
 FG1591
 FG1591;                    North         East    Units  Estimated Accuracy
 FG1591;SPC AR N     -   106,360.      294,360.      MT  (+/- 180 meters Scaled)
 FG1591
 FG1591                          SUPERSEDED SURVEY CONTROL
 FG1591
 FG1591.No superseded survey control is available for this station.
 FG1591
 FG1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV853048(NAD 83)
 FG1591_MARKER: I = METAL ROD
 FG1591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1591_SP_SET: STAINLESS STEEL ROD
 FG1591_STAMPING: Q 292 1984
 FG1591_MARK LOGO: NGS   
 FG1591_PROJECTION: FLUSH
 FG1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1591+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 FG1591_ROD/PIPE-DEPTH: 3.81 meters
 FG1591
 FG1591  HISTORY     - Date     Condition        Report By
 FG1591  HISTORY     - 1984     MONUMENTED       NGS
 FG1591  HISTORY     - 1987     GOOD             USPSQD
 FG1591  HISTORY     - 1988     GOOD             USPSQD
 FG1591  HISTORY     - 1989     GOOD             USPSQD
 FG1591  HISTORY     - 1989     GOOD             USPSQD
 FG1591  HISTORY     - 20040520 GOOD             ARHD
 FG1591
 FG1591                          STATION DESCRIPTION
 FG1591
 FG1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1591'2.6 KM (1.65 MI) WNW FROM RUSSELLVILLE.
 FG1591'2.6 KM (1.65 MI) WEST ALONG U.S. HIGHWAY 64 (WEST MAIN STREET) FROM
 FG1591'THE COURTHOUSE IN RUSSELLVILLE, AT THE EAST ENTRANCE TO A JR. FOOD
 FG1591'MART ON THE NORTH SIDE OF MAIN STREET, THE MARK IS SET AT THE SOUTH
 FG1591'END OF A CHAIN LINK FENCE, 26.45 METERS (86.8 FT) SOUTH-SOUTHEAST OF
 FG1591'THE SOUTHEAST CORNER OF THE JR. FOOD MART BUILDING, 16.00 METERS
 FG1591'(52.5 FT) NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY, 38.55 METERS
 FG1591'(126.5 FT) EAST-SOUTHEAST OF THE CENTER OF NORTH FAIRBANKS AVENUE,
 FG1591'2.43 METERS (8.0 FT) WEST-NORTHWEST OF A POWERLINE JUNCTION POLE,
 FG1591'0.42 METERS (1.4 FT) NORTH-NORTHEAST OF THE END POST AT THE SOUTH END
 FG1591'OF THE FENCE, AND 0.18 METERS (0.6 FT) EAST-SOUTHEAST OF THE FENCE.
 FG1591'NOTE, ROD DRIVEN TO REFUSAL.
 FG1591'THE MARK IS 0.18 METERS  E FROM A WITNESS POST.
 FG1591'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1591
 FG1591                          STATION RECOVERY (1987)
 FG1591
 FG1591'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1591'RECOVERED IN GOOD CONDITION.
 FG1591
 FG1591                          STATION RECOVERY (1988)
 FG1591
 FG1591'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1591'RECOVERED IN GOOD CONDITION.
 FG1591
 FG1591                          STATION RECOVERY (1989)
 FG1591
 FG1591'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1591'RECOVERED IN GOOD CONDITION.
 FG1591
 FG1591                          STATION RECOVERY (1989)
 FG1591
 FG1591'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1591'RECOVERED IN GOOD CONDITION.
 FG1591
 FG1591                          STATION RECOVERY (2004)
 FG1591
 FG1591'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1577 ***********************************************************************
 FG1577  DESIGNATION -  Q 293
 FG1577  PID         -  FG1577
 FG1577  STATE/COUNTY-  AR/POPE
 FG1577  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1577
 FG1577                         *CURRENT SURVEY CONTROL
 FG1577  ___________________________________________________________________
 FG1577* NAD 83(1986)-  35 15 10.     (N)    093 01 52.     (W)     SCALED    
 FG1577* NAVD 88     -       161.031  (meters)     528.32   (feet)  ADJUSTED  
 FG1577  ___________________________________________________________________
 FG1577  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FG1577  DYNAMIC HT  -         160.879 (meters)     527.82  (feet)  COMP
 FG1577  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 FG1577
 FG1577  VERT ORDER  -  FIRST     CLASS II
 FG1577
 FG1577.The horizontal coordinates were scaled from a topographic map and have
 FG1577.an estimated accuracy of +/- 6 seconds.
 FG1577
 FG1577.The orthometric height was determined by differential leveling
 FG1577.and adjusted by the National Geodetic Survey in June 1991..
 FG1577
 FG1577.The geoid height was determined by GEOID03.
 FG1577
 FG1577.The dynamic height is computed by dividing the NAVD 88
 FG1577.geopotential number by the normal gravity value computed on the
 FG1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1577.degrees latitude (g = 980.6199 gals.).
 FG1577
 FG1577.The modeled gravity was interpolated from observed gravity values.
 FG1577
 FG1577;                    North         East    Units  Estimated Accuracy
 FG1577;SPC AR N     -   102,500.      306,170.      MT  (+/- 180 meters Scaled)
 FG1577
 FG1577                          SUPERSEDED SURVEY CONTROL
 FG1577
 FG1577.No superseded survey control is available for this station.
 FG1577
 FG1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV971010(NAD 83)
 FG1577_MARKER: DB = BENCH MARK DISK
 FG1577_SETTING: 80 = SET IN A BOULDER
 FG1577_SP_SET: BOULDER
 FG1577_STAMPING: Q 293 1984
 FG1577_MARK LOGO: NGS   
 FG1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1577
 FG1577  HISTORY     - Date     Condition        Report By
 FG1577  HISTORY     - 1984     MONUMENTED       NGS
 FG1577  HISTORY     - 1987     GOOD             USPSQD
 FG1577  HISTORY     - 1988     GOOD             USPSQD
 FG1577  HISTORY     - 1989     GOOD             USPSQD
 FG1577
 FG1577                          STATION DESCRIPTION
 FG1577
 FG1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1577'10.3 KM (6.4 MI) NW FROM ATKINS.
 FG1577'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1577'THENCE 9.4 KM (5,85 MI) WEST ALONG U.S. HIGHWAY 64, THENCE 0.7 KM
 FG1577'(0.45 MI) NORTHEAST ALONG STATE HIGHWAY 363 TO A LARGE BURIED BOULDER
 FG1577'AND THE MARK ON THE LEFT, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 FG1577'BOULDER, 9.72 METERS (31.9 FT) NORTH-NORTHWEST OF THE THE CENTERLINE
 FG1577'OF THE HIGHWAY.
 FG1577'THE MARK IS 0.61 M ABOVE GROUND.
 FG1577
 FG1577                          STATION RECOVERY (1987)
 FG1577
 FG1577'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1577'RECOVERED IN GOOD CONDITION.
 FG1577
 FG1577                          STATION RECOVERY (1988)
 FG1577
 FG1577'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1577'RECOVERED IN GOOD CONDITION.
 FG1577
 FG1577                          STATION RECOVERY (1989)
 FG1577
 FG1577'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1614 ***********************************************************************
 FG1614  DESIGNATION -  Q 294
 FG1614  PID         -  FG1614
 FG1614  STATE/COUNTY-  AR/JOHNSON
 FG1614  USGS QUAD   -  CLARKSVILLE (1993)
 FG1614
 FG1614                         *CURRENT SURVEY CONTROL
 FG1614  ___________________________________________________________________
 FG1614* NAD 83(1997)-  35 27 03.88416(N)    093 24 10.93562(W)     ADJUSTED  
 FG1614* NAVD 88     -       136.581  (meters)     448.10   (feet)  ADJUSTED  
 FG1614  ___________________________________________________________________
 FG1614  X           -    -308,766.216 (meters)                     COMP
 FG1614  Y           -  -5,192,476.597 (meters)                     COMP
 FG1614  Z           -   3,678,810.127 (meters)                     COMP
 FG1614  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 FG1614  ELLIP HEIGHT-         107.44  (meters)          (09/24/01) GPS OBS
 FG1614  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FG1614  DYNAMIC HT  -         136.455 (meters)     447.69  (feet)  COMP
 FG1614  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 FG1614
 FG1614  HORZ ORDER  -  FIRST
 FG1614  VERT ORDER  -  FIRST     CLASS II
 FG1614  ELLP ORDER  -  FOURTH    CLASS II
 FG1614
 FG1614.The horizontal coordinates were established by GPS observations
 FG1614.and adjusted by the National Geodetic Survey in September 1999..
 FG1614
 FG1614.The orthometric height was determined by differential leveling
 FG1614.and adjusted by the National Geodetic Survey in June 1991..
 FG1614
 FG1614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1614
 FG1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1614
 FG1614.The ellipsoidal height was determined by GPS observations
 FG1614.and is referenced to NAD 83.
 FG1614
 FG1614.The geoid height was determined by GEOID03.
 FG1614
 FG1614.The dynamic height is computed by dividing the NAVD 88
 FG1614.geopotential number by the normal gravity value computed on the
 FG1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1614.degrees latitude (g = 980.6199 gals.).
 FG1614
 FG1614.The modeled gravity was interpolated from observed gravity values.
 FG1614
 FG1614;                    North         East     Units Scale Factor Converg.
 FG1614;SPC AR N     -   124,911.548   272,638.237   MT  0.99993862   -0 48 59.1
 FG1614;SPC AR N     -   409,813.97    894,480.62   sFT  0.99993862   -0 48 59.1
 FG1614;UTM  15      - 3,923,142.482   463,425.015   MT  0.99961648   -0 14 01.6
 FG1614
 FG1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1614!SPC AR N     -   0.99998314  x   0.99993862  =   0.99992176
 FG1614!UTM  15      -   0.99998314  x   0.99961648  =   0.99959962
 FG1614
 FG1614                          SUPERSEDED SURVEY CONTROL
 FG1614
 FG1614  ELLIP H (09/14/99)  107.47   (m)                       GP(       ) 4 1
 FG1614  NAD 83(1997)-  35 27 03.89632(N)    093 24 10.93455(W) AD(       ) 1
 FG1614  NAD 83(1986)-  35 27 03.89666(N)    093 24 10.93051(W) AD(       ) 1
 FG1614  NGVD 29 (11/13/90)  136.56   (m)          448.0    (f) LEVELING    3  
 FG1614
 FG1614.Superseded values are not recommended for survey control.
 FG1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1614.See file dsdata.txt to determine how the superseded data were derived.
 FG1614
 FG1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6342523142(NAD 83)
 FG1614_MARKER: I = METAL ROD
 FG1614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1614_SP_SET: STAINLESS STEEL ROD
 FG1614_STAMPING: Q 294 1984
 FG1614_MARK LOGO: NGS   
 FG1614_PROJECTION: FLUSH
 FG1614_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1614+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 FG1614_ROD/PIPE-DEPTH: 3.75 meters
 FG1614
 FG1614  HISTORY     - Date     Condition        Report By
 FG1614  HISTORY     - 1984     MONUMENTED       NGS
 FG1614  HISTORY     - 1987     GOOD             USPSQD
 FG1614  HISTORY     - 1987     GOOD             USPSQD
 FG1614  HISTORY     - 1988     GOOD             USPSQD
 FG1614  HISTORY     - 1989     GOOD             USPSQD
 FG1614  HISTORY     - 19891001 GOOD             NGS
 FG1614  HISTORY     - 1990     GOOD             USPSQD
 FG1614  HISTORY     - 20050527 GOOD             GEOCAC
 FG1614
 FG1614                          STATION DESCRIPTION
 FG1614
 FG1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1614'1.7 KM (1.05 MI) NW FROM LAMAR.
 FG1614'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1614'1.7 KM (1.05 MI) NORTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FG1614'IN LAMAR AT A METAL GATE (FIELD ROAD ENTRANCE) LEADING NORTH,
 FG1614'12.19 METERS (40.0 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY 64,
 FG1614'11.73 (38.5 FT) NORTHWEST OF THE CENTER OF THE METAL GATE,
 FG1614'14.84 METERS (48.7 FT) WEST-SOUTHWEST OF A POWERLINE POLE, AND
 FG1614'0.18 METERS (0.6 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE, ROD
 FG1614'DRIVEN TO REFUSAL AT THIS DEPTH.
 FG1614'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FG1614
 FG1614                          STATION RECOVERY (1987)
 FG1614
 FG1614'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1614'RECOVERED IN GOOD CONDITION.
 FG1614
 FG1614                          STATION RECOVERY (1987)
 FG1614
 FG1614'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1614'RECOVERED IN GOOD CONDITION.
 FG1614
 FG1614                          STATION RECOVERY (1988)
 FG1614
 FG1614'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1614'RECOVERED IN GOOD CONDITION.
 FG1614
 FG1614                          STATION RECOVERY (1989)
 FG1614
 FG1614'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1614'RECOVERED IN GOOD CONDITION.
 FG1614
 FG1614                          STATION RECOVERY (1989)
 FG1614
 FG1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FG1614'STATION IS LOCATED ABOUT 16.7 KM (10.4 MI) SOUTHWEST OF LUTHERVILLE,
 FG1614'5.8 KM (3.6 MI) SOUTHEAST OF CLARKSVILLE, AND 1.4 KM (0.9 MI)
 FG1614'NORTHWEST OF LAMAR.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION
 FG1614'DEPARTMENT.
 FG1614'TO REACH THE STATION FROM THE POST OFFICE IN LAMAR.  GO NORTHWEST ON
 FG1614'U.S.HIGHWAY 64 WEST FOR 1.37 KM (0.85 MI) TO THE STATION ON THE
 FG1614'RIGHT, JUST PASSED A GRAVELED DRIVEWAY WITH A PIPE GATE.
 FG1614'STATION IS A PUNCH MARK ON TOP OF 3/8 INCH STAINLESS STEEL ROD.
 FG1614'INCASED IN A 5 INCH PVC PIPE.  ACCESS IS THROUGH A 5 INCH LOGO CAP
 FG1614'STAMPED---Q 294 1984---.  IT IS 12.0 M (39.4 FT) NORTHEAST OF THE
 FG1614'CENTERLINE OF U.S.HIGHWAY 64, 10.5 M (34.4 FT) NORTHWEST OF THE
 FG1614'CENTER OF A GRAVELED DRIVEWAY, 2.7 M (8.9 FT) SOUTHEAST OF A
 FG1614'UNDERGROUND CABLE WARNING POST, 0.25 M (0.82 FT) SOUTHWEST OF A
 FG1614'FENCE, AND 0.35 M (1.15 FT) WEST OF A CARSONITE WITNESS POST.
 FG1614'DESCRIBED BY E.J.HANSMANN.
 FG1614
 FG1614                          STATION RECOVERY (1990)
 FG1614
 FG1614'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1614'RECOVERED IN GOOD CONDITION.
 FG1614
 FG1614                          STATION RECOVERY (2005)
 FG1614
 FG1614'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FG1614'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0773 ***********************************************************************
 FH0773  DESIGNATION -  Q 295
 FH0773  PID         -  FH0773
 FH0773  STATE/COUNTY-  AR/SEBASTIAN
 FH0773  USGS QUAD   -  MULBERRY (1987)
 FH0773
 FH0773                         *CURRENT SURVEY CONTROL
 FH0773  ___________________________________________________________________
 FH0773* NAD 83(1986)-  35 25 54.     (N)    094 05 38.     (W)     SCALED    
 FH0773* NAVD 88     -       140.114  (meters)     459.69   (feet)  ADJUSTED  
 FH0773  ___________________________________________________________________
 FH0773  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FH0773  DYNAMIC HT  -         139.983 (meters)     459.26  (feet)  COMP
 FH0773  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FH0773
 FH0773  VERT ORDER  -  FIRST     CLASS II
 FH0773
 FH0773.The horizontal coordinates were scaled from a topographic map and have
 FH0773.an estimated accuracy of +/- 6 seconds.
 FH0773
 FH0773.The orthometric height was determined by differential leveling
 FH0773.and adjusted by the National Geodetic Survey in June 1991..
 FH0773
 FH0773.The geoid height was determined by GEOID03.
 FH0773
 FH0773.The dynamic height is computed by dividing the NAVD 88
 FH0773.geopotential number by the normal gravity value computed on the
 FH0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0773.degrees latitude (g = 980.6199 gals.).
 FH0773
 FH0773.The modeled gravity was interpolated from observed gravity values.
 FH0773
 FH0773;                    North         East    Units  Estimated Accuracy
 FH0773;SPC AR N     -   123,870.      209,890.      MT  (+/- 180 meters Scaled)
 FH0773
 FH0773                          SUPERSEDED SURVEY CONTROL
 FH0773
 FH0773.No superseded survey control is available for this station.
 FH0773
 FH0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV007214(NAD 83)
 FH0773_MARKER: I = METAL ROD
 FH0773_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0773+WITH SETTING: INFORMATION.
 FH0773_SP_SET: SHALLOW SET METAL ROD
 FH0773_STAMPING: Q 295 1984
 FH0773_MARK LOGO: NGS   
 FH0773_PROJECTION: FLUSH
 FH0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0773_ROD/PIPE-DEPTH: 2.0  meters
 FH0773
 FH0773  HISTORY     - Date     Condition        Report By
 FH0773  HISTORY     - 1984     MONUMENTED       NGS
 FH0773  HISTORY     - 1987     GOOD             USPSQD
 FH0773  HISTORY     - 1988     GOOD             USPSQD
 FH0773  HISTORY     - 1989     GOOD             USPSQD
 FH0773  HISTORY     - 1990     GOOD             USPSQD
 FH0773
 FH0773                          STATION DESCRIPTION
 FH0773
 FH0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0773'15.5 KM (9.65 MI) WEST FROM CECIL.
 FH0773'15.53 KM (9.65 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0773'CECIL TO THE MARK ON THE RIGHT, 11.34 METERS (37.2 FT) NORTH-NORTHWEST
 FH0773'OF THE CENTERLINE OF HIGHWAY 96, 32.98 METERS (108.2 FT) SOUTHWEST OF
 FH0773'THE SOUTHWEST CORNER OF A TRAILER HOUSE, 13.69 METERS (44.9 FT)
 FH0773'WEST-SOUTHWEST OF A POWERLINE POLE, AND 0.73 METERS (2.4 FT)
 FH0773'SOUTH-SOUTHEAST OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FH0773'THE MARK IS 0.61 METERS  ENE FROM A WITNESS POST.
 FH0773'THE MARK IS 0.61 M BELOW HIGHWAY 96.
 FH0773
 FH0773                          STATION RECOVERY (1987)
 FH0773
 FH0773'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0773'RECOVERED IN GOOD CONDITION.
 FH0773
 FH0773                          STATION RECOVERY (1988)
 FH0773
 FH0773'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0773'RECOVERED IN GOOD CONDITION.
 FH0773
 FH0773                          STATION RECOVERY (1989)
 FH0773
 FH0773'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0773'RECOVERED IN GOOD CONDITION.
 FH0773
 FH0773                          STATION RECOVERY (1990)
 FH0773
 FH0773'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1643 ***********************************************************************
 FG1643  DESIGNATION -  Q 296
 FG1643  PID         -  FG1643
 FG1643  STATE/COUNTY-  AR/FRANKLIN
 FG1643  USGS QUAD   -  OZARK (1993)
 FG1643
 FG1643                         *CURRENT SURVEY CONTROL
 FG1643  ___________________________________________________________________
 FG1643* NAD 83(1986)-  35 29 13.     (N)    093 49 46.     (W)     SCALED    
 FG1643* NAVD 88     -       129.434  (meters)     424.65   (feet)  ADJUSTED  
 FG1643  ___________________________________________________________________
 FG1643  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FG1643  DYNAMIC HT  -         129.316 (meters)     424.26  (feet)  COMP
 FG1643  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 FG1643
 FG1643  VERT ORDER  -  FIRST     CLASS II
 FG1643
 FG1643.The horizontal coordinates were scaled from a topographic map and have
 FG1643.an estimated accuracy of +/- 6 seconds.
 FG1643
 FG1643.The orthometric height was determined by differential leveling
 FG1643.and adjusted by the National Geodetic Survey in June 1991..
 FG1643
 FG1643.The geoid height was determined by GEOID03.
 FG1643
 FG1643.The dynamic height is computed by dividing the NAVD 88
 FG1643.geopotential number by the normal gravity value computed on the
 FG1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1643.degrees latitude (g = 980.6199 gals.).
 FG1643
 FG1643.The modeled gravity was interpolated from observed gravity values.
 FG1643
 FG1643;                    North         East    Units  Estimated Accuracy
 FG1643;SPC AR N     -   129,530.      234,010.      MT  (+/- 180 meters Scaled)
 FG1643
 FG1643                          SUPERSEDED SURVEY CONTROL
 FG1643
 FG1643.No superseded survey control is available for this station.
 FG1643
 FG1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV247273(NAD 83)
 FG1643_MARKER: DB = BENCH MARK DISK
 FG1643_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 FG1643_SP_SET: BUILDING WALL
 FG1643_STAMPING: Q 296 1984
 FG1643_MARK LOGO: NGS   
 FG1643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1643+STABILITY: POSITION/ELEVATION WELL
 FG1643
 FG1643  HISTORY     - Date     Condition        Report By
 FG1643  HISTORY     - 1984     MONUMENTED       NGS
 FG1643  HISTORY     - 1988     GOOD             USPSQD
 FG1643  HISTORY     - 1989     GOOD             USPSQD
 FG1643  HISTORY     - 1990     GOOD             USPSQD
 FG1643
 FG1643                          STATION DESCRIPTION
 FG1643
 FG1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1643'IN OZARK.
 FG1643'IN OZARK, AT THE OZARK UNITED METHODIST CHURCH, SET VERTICALLY IN THE
 FG1643'WEST FACE OF THE CHURCH, AND 13.72 METERS (45.0 FT) SOUTH OF THE
 FG1643'NORTHWEST CORNER OF THE OZARK METHODIST CHURCH.
 FG1643'THE MARK IS 1.43 M ABOVE GROUND.
 FG1643
 FG1643                          STATION RECOVERY (1988)
 FG1643
 FG1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1643'RECOVERED IN GOOD CONDITION.
 FG1643
 FG1643                          STATION RECOVERY (1989)
 FG1643
 FG1643'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1643'RECOVERED IN GOOD CONDITION.
 FG1643
 FG1643                          STATION RECOVERY (1990)
 FG1643
 FG1643'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0798 ***********************************************************************
 FH0798  DESIGNATION -  Q 297
 FH0798  PID         -  FH0798
 FH0798  STATE/COUNTY-  AR/SEBASTIAN
 FH0798  USGS QUAD   -  BARLING (1987)
 FH0798
 FH0798                         *CURRENT SURVEY CONTROL
 FH0798  ___________________________________________________________________
 FH0798* NAD 83(1986)-  35 21 08.     (N)    094 21 02.     (W)     SCALED    
 FH0798* NAVD 88     -       135.695  (meters)     445.19   (feet)  ADJUSTED  
 FH0798  ___________________________________________________________________
 FH0798  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FH0798  DYNAMIC HT  -         135.567 (meters)     444.77  (feet)  COMP
 FH0798  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 FH0798
 FH0798  VERT ORDER  -  FIRST     CLASS II
 FH0798
 FH0798.The horizontal coordinates were scaled from a topographic map and have
 FH0798.an estimated accuracy of +/- 6 seconds.
 FH0798
 FH0798.The orthometric height was determined by differential leveling
 FH0798.and adjusted by the National Geodetic Survey in June 1991..
 FH0798
 FH0798.The geoid height was determined by GEOID03.
 FH0798
 FH0798.The dynamic height is computed by dividing the NAVD 88
 FH0798.geopotential number by the normal gravity value computed on the
 FH0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0798.degrees latitude (g = 980.6199 gals.).
 FH0798
 FH0798.The modeled gravity was interpolated from observed gravity values.
 FH0798
 FH0798;                    North         East    Units  Estimated Accuracy
 FH0798;SPC AR N     -   115,590.      186,380.      MT  (+/- 180 meters Scaled)
 FH0798
 FH0798                          SUPERSEDED SURVEY CONTROL
 FH0798
 FH0798.No superseded survey control is available for this station.
 FH0798
 FH0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV772129(NAD 83)
 FH0798_MARKER: I = METAL ROD
 FH0798_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0798_SP_SET: STAINLESS STEEL ROD
 FH0798_STAMPING: Q 297 1984
 FH0798_MARK LOGO: NGS   
 FH0798_PROJECTION: RECESSED 5 CENTIMETERS
 FH0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0798_ROD/PIPE-DEPTH: 3.66 meters
 FH0798
 FH0798  HISTORY     - Date     Condition        Report By
 FH0798  HISTORY     - 1984     MONUMENTED       NGS
 FH0798
 FH0798                          STATION DESCRIPTION
 FH0798
 FH0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0798'5.3 KM (3.3 MI) NW FROM BARLING.
 FH0798'5.3 KM (3.3 MI) NORTHWEST ALONG STATE ROUTE 22 FROM THE POST OFFICE IN
 FH0798'BARLING TO THE FIRST NATIONAL BANK AND THE MARK ON THE LEFT,
 FH0798'15.85 METERS (52.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 22, AND
 FH0798'18.75 METERS (61.5 FT) EAST OF THE NORTHEAST CORNER OF THE BANK.
 FH0798'THE MARK IS ABOVE LEVEL WITH HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0820 ***********************************************************************
 FH0820  DESIGNATION -  Q 298
 FH0820  PID         -  FH0820
 FH0820  STATE/COUNTY-  AR/SEBASTIAN
 FH0820  USGS QUAD   -  GREENWOOD (1987)
 FH0820
 FH0820                         *CURRENT SURVEY CONTROL
 FH0820  ___________________________________________________________________
 FH0820* NAD 83(1986)-  35 13 24.     (N)    094 18 25.     (W)     SCALED    
 FH0820* NAVD 88     -       191.634  (meters)     628.72   (feet)  ADJUSTED  
 FH0820  ___________________________________________________________________
 FH0820  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FH0820  DYNAMIC HT  -         191.449 (meters)     628.11  (feet)  COMP
 FH0820  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 FH0820
 FH0820  VERT ORDER  -  FIRST     CLASS II
 FH0820
 FH0820.The horizontal coordinates were scaled from a topographic map and have
 FH0820.an estimated accuracy of +/- 6 seconds.
 FH0820
 FH0820.The orthometric height was determined by differential leveling
 FH0820.and adjusted by the National Geodetic Survey in June 1991..
 FH0820
 FH0820.The geoid height was determined by GEOID03.
 FH0820
 FH0820.The dynamic height is computed by dividing the NAVD 88
 FH0820.geopotential number by the normal gravity value computed on the
 FH0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0820.degrees latitude (g = 980.6199 gals.).
 FH0820
 FH0820.The modeled gravity was interpolated from observed gravity values.
 FH0820
 FH0820;                    North         East    Units  Estimated Accuracy
 FH0820;SPC AR N     -   101,200.      190,010.      MT  (+/- 180 meters Scaled)
 FH0820
 FH0820                          SUPERSEDED SURVEY CONTROL
 FH0820
 FH0820.No superseded survey control is available for this station.
 FH0820
 FH0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU810985(NAD 83)
 FH0820_MARKER: DB = BENCH MARK DISK
 FH0820_SETTING: 66 = SET IN ROCK OUTCROP
 FH0820_SP_SET: ROCK OUTCROP
 FH0820_STAMPING: Q 298 1985
 FH0820_MARK LOGO: NGS   
 FH0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0820+STABILITY: POSITION/ELEVATION WELL
 FH0820
 FH0820  HISTORY     - Date     Condition        Report By
 FH0820  HISTORY     - 1985     MONUMENTED       NGS
 FH0820  HISTORY     - 1987     GOOD             USPSQD
 FH0820  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FH0820  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FH0820  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FH0820
 FH0820                          STATION DESCRIPTION
 FH0820
 FH0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0820'23.7 KM (14.7 MI) SSE FROM FORT SMITH.
 FH0820'23.7 KM (14.7 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE
 FH0820'JUNCTION OF U.S. HIGHWAY 64 IN FORT SMITH, AT THE JUNCTION OF COUNTY
 FH0820'ROAD 10S (SPUR LEADING EAST TO GREENWOOD), SET ABOUT 6-FEET EAST OF
 FH0820'THE WEST EDGE OF A 20-FEET LONG ROCK LEDGE WHICH IS LOCATED ON THE
 FH0820'SOUTH SIDE OF A CUT BANK, ABOUT 45.7 METERS (150.0 FT) NORTHEAST OF
 FH0820'THE CENTER OF THE INTERSECTION, ALSO 5.1 KM (3.15 MI) WEST ALONG
 FH0820'COUNTY ROAD 10S (SPUR) FROM THE SEBASTIAN COUNTY COURTHOUSE IN
 FH0820'GREENWOOD, 8.5 METERS (27.8 FT) NORTH-NORTHEAST OF THE APPROXIMATE
 FH0820'CENTER OF COUNTY ROAD 10S SPUR APPROACH ROAD TO U.S. HIGHWAY 71 NORTH,
 FH0820'2.2 METERS (7.2 FT) NORTH-NORTHEAST OF THE NORTHEAST LEG OF A U.S.
 FH0820'HIGHWAY 71 NORTH HIGHWAY SIGN, AND 12.6 METERS (41.2 FT)
 FH0820'NORTH-NORTHEAST OF THE NORTHEAST CURB OF AN ASPHALT MEDIAN OF THE
 FH0820'APPROACH ROAD.
 FH0820'THE MARK IS 0.15 METERS  W FROM A WITNESS POST.
 FH0820'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71 APP RD.
 FH0820
 FH0820                          STATION RECOVERY (1987)
 FH0820
 FH0820'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0820'RECOVERED IN GOOD CONDITION.
 FH0820
 FH0820                          STATION RECOVERY (1988)
 FH0820
 FH0820'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0820'MARK NOT FOUND.
 FH0820
 FH0820                          STATION RECOVERY (1989)
 FH0820
 FH0820'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0820'MARK NOT FOUND.
 FH0820
 FH0820                          STATION RECOVERY (1990)
 FH0820
 FH0820'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0677 ***********************************************************************
 EK0677  CBN         -  This is a Cooperative Base Network Control Station.
 EK0677  DESIGNATION -  Q 299
 EK0677  PID         -  EK0677
 EK0677  STATE/COUNTY-  AR/SCOTT
 EK0677  USGS QUAD   -  WALDRON (1983)
 EK0677
 EK0677                         *CURRENT SURVEY CONTROL
 EK0677  ___________________________________________________________________
 EK0677* NAD 83(1997)-  34 55 52.15751(N)    094 06 07.26398(W)     ADJUSTED  
 EK0677* NAVD 88     -       201.529  (meters)     661.18   (feet)  ADJUSTED  
 EK0677  ___________________________________________________________________
 EK0677  X           -    -374,468.999 (meters)                     COMP
 EK0677  Y           -  -5,221,533.407 (meters)                     COMP
 EK0677  Z           -   3,631,705.694 (meters)                     COMP
 EK0677  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 EK0677  ELLIP HEIGHT-         170.86  (meters)          (07/20/01) GPS OBS
 EK0677  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EK0677  DYNAMIC HT  -         201.321 (meters)     660.50  (feet)  COMP
 EK0677  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 EK0677
 EK0677  HORZ ORDER  -  B
 EK0677  VERT ORDER  -  FIRST     CLASS II
 EK0677  ELLP ORDER  -  FOURTH    CLASS I
 EK0677
 EK0677.The horizontal coordinates were established by GPS observations
 EK0677.and adjusted by the National Geodetic Survey in September 1997..
 EK0677
 EK0677.The orthometric height was determined by differential leveling
 EK0677.and adjusted by the National Geodetic Survey in June 1991..
 EK0677
 EK0677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0677
 EK0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0677
 EK0677.The ellipsoidal height was determined by GPS observations
 EK0677.and is referenced to NAD 83.
 EK0677
 EK0677.The geoid height was determined by GEOID03.
 EK0677
 EK0677.The dynamic height is computed by dividing the NAVD 88
 EK0677.geopotential number by the normal gravity value computed on the
 EK0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0677.degrees latitude (g = 980.6199 gals.).
 EK0677
 EK0677.The modeled gravity was interpolated from observed gravity values.
 EK0677
 EK0677;                    North         East     Units Scale Factor Converg.
 EK0677;SPC AR N     -    68,373.659   207,964.569   MT  1.00000043   -1 13 23.4
 EK0677;SPC AR N     -   224,322.58    682,297.09   sFT  1.00000043   -1 13 23.4
 EK0677;UTM  15      - 3,865,962.705   399,352.747   MT  0.99972485   -0 37 51.8
 EK0677
 EK0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0677!SPC AR N     -   0.99997318  x   1.00000043  =   0.99997361
 EK0677!UTM  15      -   0.99997318  x   0.99972485  =   0.99969804
 EK0677
 EK0677                          SUPERSEDED SURVEY CONTROL
 EK0677
 EK0677  ELLIP H (09/19/97)  170.94   (m)                       GP(       ) 4 1
 EK0677  NAVD 88 (09/19/97)  201.53   (m)          661.2    (f) LEVELING    3  
 EK0677
 EK0677.Superseded values are not recommended for survey control.
 EK0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0677.See file dsdata.txt to determine how the superseded data were derived.
 EK0677
 EK0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9935365963(NAD 83)
 EK0677_MARKER: I = METAL ROD
 EK0677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0677_SP_SET: STAINLESS STEEL ROD
 EK0677_STAMPING: Q 299 1985
 EK0677_MARK LOGO: NGS   
 EK0677_PROJECTION: FLUSH
 EK0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0677+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2000
 EK0677_ROD/PIPE-DEPTH: 4.30 meters
 EK0677
 EK0677  HISTORY     - Date     Condition        Report By
 EK0677  HISTORY     - 1985     MONUMENTED       NGS
 EK0677  HISTORY     - 1987     GOOD             USPSQD
 EK0677  HISTORY     - 1987     GOOD             USPSQD
 EK0677  HISTORY     - 1988     GOOD             USPSQD
 EK0677  HISTORY     - 1989     GOOD             USPSQD
 EK0677  HISTORY     - 19891006 GOOD             NGS
 EK0677  HISTORY     - 1990     GOOD             USPSQD
 EK0677  HISTORY     - 19961126 GOOD             NGS
 EK0677  HISTORY     - 20000127 GOOD             NGS
 EK0677
 EK0677                          STATION DESCRIPTION
 EK0677
 EK0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0677'4.2 KM (2.65 MI) NORTH FROM WALDRON.
 EK0677'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 EK0677'4.2 KM (2.65 MI) NORTH ALONG U.S. HIGHWAY 71 B (BUSINESS ROUTE) FROM
 EK0677'THE JUNCTION OF STATE ROUTE 80 (EAST CHURCH STREET) IN WALDRON, ABOUT
 EK0677'100 YARDS NORTH OF THE JUNCTION OF U.S. HIGHWAY 71 NORTH, SET BETWEEN
 EK0677'TWO WITNESS POSTS AND ABOUT THE MIDDLE OF A RIGHT-OF-WAY FENCE LINE
 EK0677'OFFSET, 28.4 METERS (93.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY
 EK0677'71 NORTHBOUND, 0.42 METERS (1.4 FT) WEST OF A RIGHT-OF-WAY FENCE LINE,
 EK0677'19.5 METERS (64.0 FT) NORTH OF A DOUBLE GUYED POWERLINE POLE NUMBERED
 EK0677'100-91, 8.8 METERS (29.0 FT) SOUTH OF THE APPROXIMATE CENTER OF AN
 EK0677'OPEN GAP IN THE RIGHT-OF-WAY FENCE, 16.2 METERS (53.0 FT)
 EK0677'EAST-SOUTHEAST OF THE SOUTH END OF A 15-INCH METAL PIPE CULVERT, AND
 EK0677'3.4 METERS (11.0 FT) SOUTH OF A WOODEN FENCE POST AT THE SOUTH SIDE OF
 EK0677'THE OPEN GAP IN THE FENCE LINE.  NOTE, DRIVEN TO REFUSAL.
 EK0677'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0677
 EK0677                          STATION RECOVERY (1987)
 EK0677
 EK0677'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0677'RECOVERED IN GOOD CONDITION.
 EK0677
 EK0677                          STATION RECOVERY (1987)
 EK0677
 EK0677'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0677'RECOVERED IN GOOD CONDITION.
 EK0677
 EK0677                          STATION RECOVERY (1988)
 EK0677
 EK0677'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0677'RECOVERED IN GOOD CONDITION.
 EK0677
 EK0677                          STATION RECOVERY (1989)
 EK0677
 EK0677'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0677'RECOVERED IN GOOD CONDITION.
 EK0677
 EK0677                          STATION RECOVERY (1989)
 EK0677
 EK0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EK0677'STATION IS LOCATED ABOUT 9.4 KM (5.8 MI) NORTHEAST OF WINFIELD, 7.7 KM
 EK0677'(4.8 MI)  SOUTHEAST OF HON, AND 3.8 KM (2.4 MI) NORTH OF WALDRON.
 EK0677'OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.
 EK0677'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 71 AND STATE
 EK0677'HIGHWAY 80 IN WEST WALDRON.  GO NORTH ON U.S.HIGHWAY 71 FOR 3.76 KM
 EK0677'(2.34 MI) TO THE JUNCTION OF U.S.HIGHWAY 71B ON THE RIGHT. CONTINUE
 EK0677'NORTH ON U.S.HIGHWAY 71 FOR 0.16 KM (0.10 MI) TO A FIELD ENTRANCE
 EK0677'ROAD AND THE STATION ON THE RIGHT.
 EK0677'THE STATION IS A PUNCH MARK ON TOP OF A 5/8 INCH STAINLESS STEEL ROD.
 EK0677'INCASED IN A 5 INCH PVC PIPE.  ACCESS IS THROUGH A 5 INCH LOGO CAP
 EK0677'STAMPED---Q 299 1985---.  IT IS 28.4 M (93.2 FT)  EAST OF THE
 EK0677'CENTERLINE OF U.S.HIGHWAY 71, 19.5 M (64.0 FT)  WEST OF UTILITY POLE
 EK0677'NUMBER 100-91, 16.2 M (53.1 FT)  EAST-SOUTHEAST OF THE SOUTH END OF A
 EK0677'15 INCH PIPE CULVERT, 6.9 M (22.6 FT)  SOUTH OF THE CENTER OF A FIELD
 EK0677'ENTRANCE ROAD, 0.42 M (1.38 FT)  WEST OF A FENCE, 0.3 M (1.0 FT)
 EK0677'SOUTHWEST OF A CARSONITE WITNESS POST, AND 0.3 M (1.0 FT) NORTHWEST
 EK0677'OF A CARSONITE WITNESS POST.
 EK0677'DESCRIBED BY E.J.HANSMANN.
 EK0677
 EK0677                          STATION RECOVERY (1990)
 EK0677
 EK0677'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0677'RECOVERED IN GOOD CONDITION.
 EK0677
 EK0677                          STATION RECOVERY (1996)
 EK0677
 EK0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 EK0677'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) EAST OF THE
 EK0677'ARKANSAS-OKLAHOMA BORDER, 4 KM (2.50 MI) NORTH OF WALDRON, ABOUT 100 M
 EK0677'(328.1 FT) NORTH OF THE JUNCTION OF U.S. HIGHWAYS 71 AND 71B, AND IN
 EK0677'THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--ARKANSAS HIGHWAY AND
 EK0677'TRANSPORTATION DEPARTMENT.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 EK0677'71 AND STATE HIGHWAY 80 ON THE WEST SIDE OF WALDRON, GO NORTH ON
 EK0677'HIGHWAY 71 FOR 3.68 KM (2.30 MI) TO THE JUNCTION OF HIGHWAY 71B ON THE
 EK0677'RIGHT.  CONTINUE NORTH ON HIGHWAY 71 FOR 0.16 KM (0.10 MI) TO THE
 EK0677'STATION ON THE RIGHT JUST BEFORE A FIELD ENTRANCE ROAD.  THE STATION
 EK0677'IS A PUNCH HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD ENCASED IN
 EK0677'A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH
 EK0677'WITH THE GROUND.  IT IS 29.5 M (96.8 FT) EAST OF THE EXTENDED
 EK0677'CENTERLINE OF THE HIGHWAY (THE HIGHWAY HERE HAS A DIVIDING ISLAND
 EK0677'BETWEEN THE NORTH AND SOUTHBOUND LANES OF THE HIGHWAY), 19.5 M (64.0
 EK0677'FT) NORTH OF POWERLINE POLE NUMBER 100-91, 16.2 M (53.1 FT)
 EK0677'EAST-SOUTHEAST OF THE SOUTH END OF A CULVERT, 9.6 M (31.5 FT) SOUTH OF
 EK0677'THE CENTER OF THE FIELD ENTRANCE ROAD, 0.4 M (1.3 FT) WEST OF A FENCE,
 EK0677'0.3 M (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AND 0.3 M (1.0
 EK0677'FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 EK0677
 EK0677                          STATION RECOVERY (2000)
 EK0677
 EK0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 EK0677'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 EK0677'CONDITION AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0744 ***********************************************************************
 FF0744  DESIGNATION -  Q 3
 FF0744  PID         -  FF0744
 FF0744  STATE/COUNTY-  AR/CRAIGHEAD
 FF0744  USGS QUAD   -  JONESBORO (1983)
 FF0744
 FF0744                         *CURRENT SURVEY CONTROL
 FF0744  ___________________________________________________________________
 FF0744* NAD 83(1986)-  35 49 04.     (N)    090 38 54.     (W)     SCALED    
 FF0744* NAVD 88     -        75.993  (meters)     249.32   (feet)  ADJUSTED  
 FF0744  ___________________________________________________________________
 FF0744  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0744  DYNAMIC HT  -          75.928 (meters)     249.11  (feet)  COMP
 FF0744  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 FF0744
 FF0744  VERT ORDER  -  FIRST     CLASS II
 FF0744
 FF0744.The horizontal coordinates were scaled from a topographic map and have
 FF0744.an estimated accuracy of +/- 6 seconds.
 FF0744
 FF0744.The orthometric height was determined by differential leveling
 FF0744.and adjusted by the National Geodetic Survey in January 1995..
 FF0744
 FF0744.The geoid height was determined by GEOID03.
 FF0744
 FF0744.The dynamic height is computed by dividing the NAVD 88
 FF0744.geopotential number by the normal gravity value computed on the
 FF0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0744.degrees latitude (g = 980.6199 gals.).
 FF0744
 FF0744.The modeled gravity was interpolated from observed gravity values.
 FF0744
 FF0744;                    North         East    Units  Estimated Accuracy
 FF0744;SPC AR N     -   165,530.      522,140.      MT  (+/- 180 meters Scaled)
 FF0744
 FF0744                          SUPERSEDED SURVEY CONTROL
 FF0744
 FF0744  NAVD 88 (06/15/91)   76.002  (m)          249.35   (f) UNKNOWN     1 2
 FF0744  NGVD 29 (??/??/??)   75.915  (m)          249.06   (f) ADJUSTED    1 2
 FF0744
 FF0744.Superseded values are not recommended for survey control.
 FF0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0744.See file dsdata.txt to determine how the superseded data were derived.
 FF0744
 FF0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV124662(NAD 83)
 FF0744_MARKER: DB = BENCH MARK DISK
 FF0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0744_SP_SET: CONCRETE POST
 FF0744_STAMPING: Q 3 1928 249.064
 FF0744_MARK LOGO: CGS   
 FF0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0744+STABILITY: SURFACE MOTION
 FF0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0744+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2002
 FF0744
 FF0744  HISTORY     - Date     Condition        Report By
 FF0744  HISTORY     - 1928     MONUMENTED       CGS
 FF0744  HISTORY     - 1956     GOOD             CGS
 FF0744  HISTORY     - 19920322 GOOD             NGS
 FF0744  HISTORY     - 20020816 MARK NOT FOUND   USACE
 FF0744  HISTORY     - 20021209 GOOD             USACE
 FF0744
 FF0744                          STATION DESCRIPTION
 FF0744
 FF0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0744'AT NETTLETON.
 FF0744'AT NETTLETON, IN THE WEST QUARTER OF THE INTERSECTION OF THE ST.
 FF0744'LOUIS-SAN FRANCISCO RAILWAY AND THE MISSOURI PACIFIC RAILROAD,
 FF0744'27 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE ST. L. - S.F. RY.,
 FF0744'133 1/2 FEET NORTHWEST OF CENTER OF CROSSING OF THE M.P. RR, 55 1/2
 FF0744'FEET NORTHWEST OF NORTH CORNER OF THE STATION, 19 1/2 FEET
 FF0744'SOUTHEAST OF A TELEPHONE POLE, 1.8 FEET SOUTHWEST OF A TELEPHONE
 FF0744'POLE ON LINE TO THE STATION, ABOUT 3 1/2 FEET BELOW LEVEL OF
 FF0744'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 10 INCHES
 FF0744'UNDERGROUND.
 FF0744
 FF0744                          STATION RECOVERY (1992)
 FF0744
 FF0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0744'IN JONESBORO, AT 4940 EAST NETTLETON AVENUE, 35.7 M (117.1 FT) NORTH
 FF0744'OF THE NORTHEAST CORNER OF THE HARLEY CHIROPRACTIC CLINIC AT 4940
 FF0744'EAST NETTLETON AVENUE, 18.7 M (61.4 FT) SOUTHEAST OF A RAILROAD
 FF0744'SIGNAL, 8.3 M (27.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 FF0744'NORTHERN RAILROAD, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M
 FF0744'(1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 FF0744'THE GROUND SURFACE.
 FF0744
 FF0744                          STATION RECOVERY (2002)
 FF0744
 FF0744'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0744'THE STATION IS POSSIBLY UNDERNEATH DIRT FILL FROM DITCH CLEANOUT.
 FF0744
 FF0744                          STATION RECOVERY (2002)
 FF0744
 FF0744'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0744'MARK WAS FOUND AFTER DITCH BANK CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1008 ***********************************************************************
 FG1008  DESIGNATION -  Q 30
 FG1008  PID         -  FG1008
 FG1008  STATE/COUNTY-  AR/POPE
 FG1008  USGS QUAD   -  DELAWARE (1993)
 FG1008
 FG1008                         *CURRENT SURVEY CONTROL
 FG1008  ___________________________________________________________________
 FG1008* NAD 83(1986)-  35 19 47.     (N)    093 15 12.     (W)     SCALED    
 FG1008* NAVD 88     -       112.877  (meters)     370.33   (feet)  ADJUSTED  
 FG1008  ___________________________________________________________________
 FG1008  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FG1008  DYNAMIC HT  -         112.770 (meters)     369.98  (feet)  COMP
 FG1008  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 FG1008
 FG1008  VERT ORDER  -  FIRST     CLASS II
 FG1008
 FG1008.The horizontal coordinates were scaled from a topographic map and have
 FG1008.an estimated accuracy of +/- 6 seconds.
 FG1008
 FG1008.The orthometric height was determined by differential leveling
 FG1008.and adjusted by the National Geodetic Survey in June 1991..
 FG1008
 FG1008.The geoid height was determined by GEOID03.
 FG1008
 FG1008.The dynamic height is computed by dividing the NAVD 88
 FG1008.geopotential number by the normal gravity value computed on the
 FG1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1008.degrees latitude (g = 980.6199 gals.).
 FG1008
 FG1008.The modeled gravity was interpolated from observed gravity values.
 FG1008
 FG1008;                    North         East    Units  Estimated Accuracy
 FG1008;SPC AR N     -   111,270.      286,060.      MT  (+/- 180 meters Scaled)
 FG1008
 FG1008                          SUPERSEDED SURVEY CONTROL
 FG1008
 FG1008  NGVD 29 (??/??/92)  112.866  (m)          370.29   (f) ADJ UNCH    1 2
 FG1008
 FG1008.Superseded values are not recommended for survey control.
 FG1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1008.See file dsdata.txt to determine how the superseded data were derived.
 FG1008
 FG1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV769096(NAD 83)
 FG1008_MARKER: DB = BENCH MARK DISK
 FG1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1008_STAMPING: Q-30 1932
 FG1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1008+STABILITY: SURFACE MOTION
 FG1008
 FG1008  HISTORY     - Date     Condition        Report By
 FG1008  HISTORY     - 1932     MONUMENTED       CGS
 FG1008  HISTORY     - 1935     GOOD             NGS
 FG1008  HISTORY     - 1960     MARK NOT FOUND   USGS
 FG1008  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1008
 FG1008                          STATION DESCRIPTION
 FG1008
 FG1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1008'IN LONDON.
 FG1008'IN LONDON, 57 FEET EAST OF EAST END OF MISSOURI PACIFIC R.R.DEPOT.
 FG1008'27.8 FEET NORTH OF TELEPHONE POLE.  24.7 FEET SOUTH OF CENTERLINE OF
 FG1008'MISSOURI PACIFIC R.R. MAIN LINE TRACK.  1.6 FT. NORTH OF NORTHWEST
 FG1008'CORNER OF FENCE AROUND SECTION FOREMANS HOUSE.
 FG1008
 FG1008                          STATION RECOVERY (1960)
 FG1008
 FG1008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FG1008'MARK NOT FOUND.
 FG1008
 FG1008                          STATION RECOVERY (1984)
 FG1008
 FG1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1008'SEARCHED FOR BUT NOT RECOVERED THIS DATE, IT WOULD BE IN THE BOTTOM OF
 FG1008'A NEW DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0707 ***********************************************************************
 EK0707  DESIGNATION -  Q 300
 EK0707  PID         -  EK0707
 EK0707  STATE/COUNTY-  AR/POLK
 EK0707  USGS QUAD   -  ACORN (1975)
 EK0707
 EK0707                         *CURRENT SURVEY CONTROL
 EK0707  ___________________________________________________________________
 EK0707* NAD 83(1986)-  34 39 08.     (N)    094 09 31.     (W)     SCALED    
 EK0707* NAVD 88     -       333.862  (meters)    1095.35   (feet)  ADJUSTED  
 EK0707  ___________________________________________________________________
 EK0707  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 EK0707  DYNAMIC HT  -         333.502 (meters)    1094.16  (feet)  COMP
 EK0707  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 EK0707
 EK0707  VERT ORDER  -  FIRST     CLASS II
 EK0707
 EK0707.The horizontal coordinates were scaled from a topographic map and have
 EK0707.an estimated accuracy of +/- 6 seconds.
 EK0707
 EK0707.The orthometric height was determined by differential leveling
 EK0707.and adjusted by the National Geodetic Survey in June 1991..
 EK0707
 EK0707.The geoid height was determined by GEOID03.
 EK0707
 EK0707.The dynamic height is computed by dividing the NAVD 88
 EK0707.geopotential number by the normal gravity value computed on the
 EK0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0707.degrees latitude (g = 980.6199 gals.).
 EK0707
 EK0707.The modeled gravity was interpolated from observed gravity values.
 EK0707
 EK0707;                    North         East    Units  Estimated Accuracy
 EK0707;SPC AR S     -   622,310.      202,130.      MT  (+/- 180 meters Scaled)
 EK0707
 EK0707                          SUPERSEDED SURVEY CONTROL
 EK0707
 EK0707.No superseded survey control is available for this station.
 EK0707
 EK0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU938350(NAD 83)
 EK0707_MARKER: I = METAL ROD
 EK0707_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0707+WITH SETTING: INFORMATION.
 EK0707_SP_SET: SHALLOW SET METAL ROD
 EK0707_STAMPING: Q 300 1985
 EK0707_MARK LOGO: NGS   
 EK0707_PROJECTION: FLUSH
 EK0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0707_ROD/PIPE-DEPTH: 0.91 meters
 EK0707
 EK0707  HISTORY     - Date     Condition        Report By
 EK0707  HISTORY     - 1985     MONUMENTED       NGS
 EK0707  HISTORY     - 1985     GOOD             USPSQD
 EK0707  HISTORY     - 1987     GOOD             USPSQD
 EK0707  HISTORY     - 1987     GOOD             USPSQD
 EK0707  HISTORY     - 1989     GOOD             USPSQD
 EK0707  HISTORY     - 1990     GOOD             USPSQD
 EK0707
 EK0707                          STATION DESCRIPTION
 EK0707
 EK0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0707'27.5 KM (17.05 MI) SSW FROM BOLES.
 EK0707'27.5 KM (17.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST
 EK0707'OFFICE IN BOLES, 14.0 KM (8.7 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE
 EK0707'KANSAS CITY SOUTHERN RAILROAD STATION IN MENA, AT AN ENTRANCE ROAD
 EK0707'LEADING SOUTHEAST TO THE UNION GROVE CHURCH, SET BETWEEN TWO WITNESS
 EK0707'POSTS AND IN LINE WITH THE EXTENDED CENTERLINE OF THE ROAD LEADING
 EK0707'SOUTHEAST TO THE CHURCH, 15.5 METERS (51.0 FT) NORTHWEST OF THE
 EK0707'CENTERLINE OF THE ROAD, 20.4 METERS (66.9 FT) NORTH-NORTHEAST OF THE
 EK0707'CENTER OF A 3-FEET CONCRETE CULVERT HEADWALL, AND 2.5 METERS (8.2 FT)
 EK0707'NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST.  NOTE, DRIVEN TO REFUSAL.
 EK0707'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 EK0707'THE MARK IS 0.31 M BELOW HIGHWAY 71.
 EK0707
 EK0707                          STATION RECOVERY (1985)
 EK0707
 EK0707'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 EK0707'RECOVERED IN GOOD CONDITION.
 EK0707
 EK0707                          STATION RECOVERY (1987)
 EK0707
 EK0707'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0707'RECOVERED IN GOOD CONDITION.
 EK0707
 EK0707                          STATION RECOVERY (1987)
 EK0707
 EK0707'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0707'RECOVERED IN GOOD CONDITION.
 EK0707
 EK0707                          STATION RECOVERY (1989)
 EK0707
 EK0707'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0707'RECOVERED IN GOOD CONDITION.
 EK0707
 EK0707                          STATION RECOVERY (1990)
 EK0707
 EK0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0731 ***********************************************************************
 EK0731  DESIGNATION -  Q 301
 EK0731  PID         -  EK0731
 EK0731  STATE/COUNTY-  AR/POLK
 EK0731  USGS QUAD   -  COVE (1984)
 EK0731
 EK0731                         *CURRENT SURVEY CONTROL
 EK0731  ___________________________________________________________________
 EK0731* NAD 83(1986)-  34 22 48.     (N)    094 23 01.     (W)     SCALED    
 EK0731* NAVD 88     -       325.792  (meters)    1068.87   (feet)  ADJUSTED  
 EK0731  ___________________________________________________________________
 EK0731  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 EK0731  DYNAMIC HT  -         325.442 (meters)    1067.72  (feet)  COMP
 EK0731  MODELED GRAV-     979,554.1   (mgal)                       NAVD 88
 EK0731
 EK0731  VERT ORDER  -  FIRST     CLASS II
 EK0731
 EK0731.The horizontal coordinates were scaled from a topographic map and have
 EK0731.an estimated accuracy of +/- 6 seconds.
 EK0731
 EK0731.The orthometric height was determined by differential leveling
 EK0731.and adjusted by the National Geodetic Survey in June 1991..
 EK0731
 EK0731.The geoid height was determined by GEOID03.
 EK0731
 EK0731.The dynamic height is computed by dividing the NAVD 88
 EK0731.geopotential number by the normal gravity value computed on the
 EK0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0731.degrees latitude (g = 980.6199 gals.).
 EK0731
 EK0731.The modeled gravity was interpolated from observed gravity values.
 EK0731
 EK0731;                    North         East    Units  Estimated Accuracy
 EK0731;SPC AR S     -   592,580.      180,810.      MT  (+/- 180 meters Scaled)
 EK0731
 EK0731                          SUPERSEDED SURVEY CONTROL
 EK0731
 EK0731.No superseded survey control is available for this station.
 EK0731
 EK0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU727051(NAD 83)
 EK0731_MARKER: I = METAL ROD
 EK0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0731_SP_SET: STAINLESS STEEL ROD
 EK0731_STAMPING: Q 301 1985
 EK0731_MARK LOGO: NGS   
 EK0731_PROJECTION: FLUSH
 EK0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0731+STABILITY: POSITION/ELEVATION WELL
 EK0731_ROD/PIPE-DEPTH: 6.2  meters
 EK0731
 EK0731  HISTORY     - Date     Condition        Report By
 EK0731  HISTORY     - 1985     MONUMENTED       NGS
 EK0731  HISTORY     - 1987     GOOD             USPSQD
 EK0731  HISTORY     - 1988     GOOD             USPSQD
 EK0731  HISTORY     - 1989     GOOD             USPSQD
 EK0731  HISTORY     - 1990     GOOD             USPSQD
 EK0731
 EK0731                          STATION DESCRIPTION
 EK0731
 EK0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0731'7.4 KM (4.6 MI) SOUTH FROM COVE.
 EK0731'7.4 KM (4.6 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 EK0731'BARTON AVENUE IN COVE, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 EK0731'OF U.S. HIGHWAY 71 AND STATE ROUTE 246 LEADING EAST, 18.5 METERS
 EK0731'(60.8 FT) EAST OF THE CENTERLINE OF HIGHWAY 71, 13.1 METERS (43.0 FT)
 EK0731'SOUTH OF THE CENTERLINE OF STATE ROUTE 246 EAST, 0.82 METERS (2.7 FT)
 EK0731'SOUTH OF A CONCRETE RIGHT-OF-WAY POST NUMBERED FAS 515, 1.7 METERS
 EK0731'(5.6 FT) EAST-SOUTHEAST OF A GUYED POWERLINE POLE NUMBERED 29, AND
 EK0731'9.1 METERS (30.0 FT) SOUTHEAST OF THE CENTER OF THE CONCRETE HEADWALL
 EK0731'OF A 5-FEET PIPE CULVERT.  NOTE, DRIVEN TO REFUSAL AND ANCHORED IN
 EK0731'ROCK.
 EK0731'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 EK0731'THE MARK IS ABOVE LEVEL WITH STATE ROUTE 246.
 EK0731
 EK0731                          STATION RECOVERY (1987)
 EK0731
 EK0731'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0731'RECOVERED IN GOOD CONDITION.
 EK0731
 EK0731                          STATION RECOVERY (1988)
 EK0731
 EK0731'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0731'RECOVERED IN GOOD CONDITION.
 EK0731
 EK0731                          STATION RECOVERY (1989)
 EK0731
 EK0731'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0731'RECOVERED IN GOOD CONDITION.
 EK0731
 EK0731                          STATION RECOVERY (1990)
 EK0731
 EK0731'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0758 ***********************************************************************
 EK0758  DESIGNATION -  Q 302
 EK0758  PID         -  EK0758
 EK0758  STATE/COUNTY-  AR/SEVIER
 EK0758  USGS QUAD   -  DE QUEEN (1966)
 EK0758
 EK0758                         *CURRENT SURVEY CONTROL
 EK0758  ___________________________________________________________________
 EK0758* NAD 83(1986)-  34 06 30.     (N)    094 19 05.     (W)     SCALED    
 EK0758* NAVD 88     -       197.836  (meters)     649.07   (feet)  ADJUSTED  
 EK0758  ___________________________________________________________________
 EK0758  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EK0758  DYNAMIC HT  -         197.635 (meters)     648.41  (feet)  COMP
 EK0758  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 EK0758
 EK0758  VERT ORDER  -  FIRST     CLASS II
 EK0758
 EK0758.The horizontal coordinates were scaled from a topographic map and have
 EK0758.an estimated accuracy of +/- 6 seconds.
 EK0758
 EK0758.The orthometric height was determined by differential leveling
 EK0758.and adjusted by the National Geodetic Survey in June 1991..
 EK0758
 EK0758.The geoid height was determined by GEOID03.
 EK0758
 EK0758.The dynamic height is computed by dividing the NAVD 88
 EK0758.geopotential number by the normal gravity value computed on the
 EK0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0758.degrees latitude (g = 980.6199 gals.).
 EK0758
 EK0758.The modeled gravity was interpolated from observed gravity values.
 EK0758
 EK0758;                    North         East    Units  Estimated Accuracy
 EK0758;SPC AR S     -   562,320.      186,160.      MT  (+/- 180 meters Scaled)
 EK0758
 EK0758                          SUPERSEDED SURVEY CONTROL
 EK0758
 EK0758.No superseded survey control is available for this station.
 EK0758
 EK0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT784749(NAD 83)
 EK0758_MARKER: I = METAL ROD
 EK0758_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0758+WITH SETTING: INFORMATION.
 EK0758_SP_SET: SHALLOW SET METAL ROD
 EK0758_STAMPING: Q 302 1985
 EK0758_MARK LOGO: NGS   
 EK0758_PROJECTION: FLUSH
 EK0758_MAGNETIC: I = MARKER IS A STEEL ROD
 EK0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0758+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1998
 EK0758_ROD/PIPE-DEPTH: 2.1  meters
 EK0758
 EK0758  HISTORY     - Date     Condition        Report By
 EK0758  HISTORY     - 1985     MONUMENTED       NGS
 EK0758  HISTORY     - 1987     GOOD             USPSQD
 EK0758  HISTORY     - 1988     GOOD             USPSQD
 EK0758  HISTORY     - 1989     GOOD             USPSQD
 EK0758  HISTORY     - 1990     GOOD             USPSQD
 EK0758  HISTORY     - 19980113 GOOD             NGS
 EK0758
 EK0758                          STATION DESCRIPTION
 EK0758
 EK0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0758'7.52 KM (4.7 MI) NORTH FROM DE QUEEN.
 EK0758'7.52 KM (4.7 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF U.S.
 EK0758'HIGHWAY 70 IN DE QUEEN, IN THE SOUTHWEST CORNER OF A LAWN AT A GRAVEL
 EK0758'ROAD LEADING SOUTH, ALSO 0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD
 EK0758'(OLD HIGHWAY 71) FROM THE POST OFFICE IN GILLHAM, THENCE 8.96 KM
 EK0758'(5.6 MI) SOUTH ALONG U.S. HIGHWAY 71, 12.95 METERS (42.5 FT) EAST OF
 EK0758'THE CENTERLINE OF THE HIGHWAY, 22.71 METERS (74.5 FT) NORTH OF THE
 EK0758'CENTER OF THE GRAVEL ROAD LEADING SOUTH, 18.81 METERS (61.7 FT) WEST
 EK0758'OF THE SOUTHWEST CORNER OF A HOUSE, AND 2.29 METERS (7.5 FT) NORTHWEST
 EK0758'OF A BIG TWIN TRUNK OAK TREE.  NOTE, DRIVEN TO REFUSAL.
 EK0758'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 EK0758'THE MARK IS 1.0 M BELOW HIGHWAY.
 EK0758
 EK0758                          STATION RECOVERY (1987)
 EK0758
 EK0758'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0758'RECOVERED IN GOOD CONDITION.
 EK0758
 EK0758                          STATION RECOVERY (1988)
 EK0758
 EK0758'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0758'RECOVERED IN GOOD CONDITION.
 EK0758
 EK0758                          STATION RECOVERY (1989)
 EK0758
 EK0758'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0758'RECOVERED IN GOOD CONDITION.
 EK0758
 EK0758                          STATION RECOVERY (1990)
 EK0758
 EK0758'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0758'RECOVERED IN GOOD CONDITION.
 EK0758
 EK0758                          STATION RECOVERY (1998)
 EK0758
 EK0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 EK0758'6.4 KM (3.95 MI) NORTHERLY ALONG U.S.  HIGHWAY 71 FROM THE JUNCTION OF
 EK0758'U.S.  HIGHWAY 70 IN DEQUEEN, 23.9 M (78.4 FT) NORTHEAST OF THE CENTER
 EK0758'OF LEE LANE, 18.9 M (62.0 FT) WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 EK0758'14.8 M (48.6 FT) NORTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 12
 EK0758'A 96, 12.9 M (42.3 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.8 M (9.2
 EK0758'FT) NORTH OF A TWIN TRUNK OAK TREE, 1.3 M (4.3 FT) NORTH OF A WITNESS
 EK0758'POST, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS
 EK0758'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN
 EK0758'TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1067 ***********************************************************************
 DM1067  DESIGNATION -  Q 303
 DM1067  PID         -  DM1067
 DM1067  STATE/COUNTY-  AR/LITTLE RIVER
 DM1067  USGS QUAD   -  WINTHROP (1975)
 DM1067
 DM1067                         *CURRENT SURVEY CONTROL
 DM1067  ___________________________________________________________________
 DM1067* NAD 83(1986)-  33 49 30.     (N)    094 20 43.     (W)     SCALED    
 DM1067* NAVD 88     -        94.147  (meters)     308.88   (feet)  ADJUSTED  
 DM1067  ___________________________________________________________________
 DM1067  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DM1067  DYNAMIC HT  -          94.050 (meters)     308.56  (feet)  COMP
 DM1067  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 DM1067
 DM1067  VERT ORDER  -  FIRST     CLASS II
 DM1067
 DM1067.The horizontal coordinates were scaled from a topographic map and have
 DM1067.an estimated accuracy of +/- 6 seconds.
 DM1067
 DM1067.The orthometric height was determined by differential leveling
 DM1067.and adjusted by the National Geodetic Survey in June 1991..
 DM1067
 DM1067.The geoid height was determined by GEOID03.
 DM1067
 DM1067.The dynamic height is computed by dividing the NAVD 88
 DM1067.geopotential number by the normal gravity value computed on the
 DM1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1067.degrees latitude (g = 980.6199 gals.).
 DM1067
 DM1067.The modeled gravity was interpolated from observed gravity values.
 DM1067
 DM1067;                    North         East    Units  Estimated Accuracy
 DM1067;SPC AR S     -   530,960.      182,920.      MT  (+/- 180 meters Scaled)
 DM1067
 DM1067                          SUPERSEDED SURVEY CONTROL
 DM1067
 DM1067.No superseded survey control is available for this station.
 DM1067
 DM1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT755435(NAD 83)
 DM1067_MARKER: DB = BENCH MARK DISK
 DM1067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1067_SP_SET: BRIDGE ABUTMENT
 DM1067_STAMPING: Q 303 1985
 DM1067_MARK LOGO: NGS   
 DM1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1067
 DM1067  HISTORY     - Date     Condition        Report By
 DM1067  HISTORY     - 1985     MONUMENTED       NGS
 DM1067  HISTORY     - 1987     GOOD             USPSQD
 DM1067  HISTORY     - 1988     GOOD             USPSQD
 DM1067  HISTORY     - 1989     GOOD             USPSQD
 DM1067  HISTORY     - 1990     GOOD             USPSQD
 DM1067  HISTORY     - 19920823 GOOD             USPSQD
 DM1067
 DM1067                          STATION DESCRIPTION
 DM1067
 DM1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1067'1.2 KM (0.75 MI) SSE FROM WINTHROP.
 DM1067'1.2 KM (0.75 MI) SOUTH-SOUTHEAST ALONG STATE ROUTE 234 FROM THE POST
 DM1067'OFFICE IN WINTHROP, SET IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 DM1067'ABUTMENT OF THE HIGHWAY BRIDGE OVER A CREEK, AND 5.1 METERS (16.6 FT)
 DM1067'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DM1067'THE MARK IS 0.15 M ABOVE HIGHWAY.
 DM1067
 DM1067                          STATION RECOVERY (1987)
 DM1067
 DM1067'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1067'RECOVERED IN GOOD CONDITION.
 DM1067
 DM1067                          STATION RECOVERY (1988)
 DM1067
 DM1067'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1067'RECOVERED IN GOOD CONDITION.
 DM1067
 DM1067                          STATION RECOVERY (1989)
 DM1067
 DM1067'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1067'RECOVERED IN GOOD CONDITION.
 DM1067
 DM1067                          STATION RECOVERY (1990)
 DM1067
 DM1067'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1067'RECOVERED IN GOOD CONDITION.
 DM1067
 DM1067                          STATION RECOVERY (1992)
 DM1067
 DM1067'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2641 ***********************************************************************
 EH2641  DESIGNATION -  Q 305
 EH2641  PID         -  EH2641
 EH2641  STATE/COUNTY-  AR/DESHA
 EH2641  USGS QUAD   -  SNOW LAKE (1967)
 EH2641
 EH2641                         *CURRENT SURVEY CONTROL
 EH2641  ___________________________________________________________________
 EH2641* NAD 83(1986)-  34 02 37.     (N)    091 04 37.     (W)     SCALED    
 EH2641* NAVD 88     -        47.672  (meters)     156.40   (feet)  ADJUSTED  
 EH2641  ___________________________________________________________________
 EH2641  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2641  DYNAMIC HT  -          47.624 (meters)     156.25  (feet)  COMP
 EH2641  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 EH2641
 EH2641  VERT ORDER  -  FIRST     CLASS II
 EH2641
 EH2641.The horizontal coordinates were scaled from a topographic map and have
 EH2641.an estimated accuracy of +/- 6 seconds.
 EH2641
 EH2641.The orthometric height was determined by differential leveling
 EH2641.and adjusted by the National Geodetic Survey in June 1991..
 EH2641
 EH2641.The geoid height was determined by GEOID03.
 EH2641
 EH2641.The dynamic height is computed by dividing the NAVD 88
 EH2641.geopotential number by the normal gravity value computed on the
 EH2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2641.degrees latitude (g = 980.6199 gals.).
 EH2641
 EH2641.The modeled gravity was interpolated from observed gravity values.
 EH2641
 EH2641;                    North         East    Units  Estimated Accuracy
 EH2641;SPC AR S     -   553,100.      485,230.      MT  (+/- 180 meters Scaled)
 EH2641
 EH2641                          SUPERSEDED SURVEY CONTROL
 EH2641
 EH2641  NGVD 29 (??/??/??)   47.722  (m)          156.57   (f) ADJUSTED    1 2
 EH2641
 EH2641.Superseded values are not recommended for survey control.
 EH2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2641.See file dsdata.txt to determine how the superseded data were derived.
 EH2641
 EH2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT775686(NAD 83)
 EH2641_MARKER: I = METAL ROD
 EH2641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2641_SP_SET: STAINLESS STEEL ROD
 EH2641_STAMPING: Q 305 1985
 EH2641_MARK LOGO: NGS   
 EH2641_PROJECTION: FLUSH
 EH2641_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2641+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH2641_ROD/PIPE-DEPTH: 23.2 meters
 EH2641
 EH2641  HISTORY     - Date     Condition        Report By
 EH2641  HISTORY     - 1985     MONUMENTED       NGS
 EH2641  HISTORY     - 20001011 GOOD             USE
 EH2641
 EH2641                          STATION DESCRIPTION
 EH2641
 EH2641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2641'8.4 KM (5.2 MI) SW FROM SNOW LAKE.
 EH2641'3.4 KM (2.1 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH2641'JUNCTION OF STATE ROUTE 85 IN SNOW LAKE, THENCE 1.7 KM (1.05 MI)
 EH2641'NORTHERLY ALONG THE TOP OF THE MAIN LEVEE TO A JUNCTION OF THE LEVEE
 EH2641'ROADS, THENCE 1.5 KM (0.95 MI) WEST-NORTHWEST ALONG THE TOP OF THE
 EH2641'LEVEE TO A DIRT ROAD LEADING SOUTH, THENCE 1.7 KM (1.05 MI) SOUTH
 EH2641'ALONG THE DIRT ROAD, AT A CROSSING OF A UTILITY LINE OVER THE DIRT
 EH2641'ROAD, SET BETWEEN TWO WITNESS POSTS, 8.5 METERS (28.0 FT) WEST OF THE
 EH2641'APPROXIMATE CENTER OF THE DIRT ROAD, AND 0.91 METERS (3.0 FT) WEST OF
 EH2641'A GUYED UTILITY SUPPORT POLE.
 EH2641'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH2641'THE MARK IS ABOVE LEVEL WITH ROAD.
 EH2641
 EH2641                          STATION RECOVERY (2000)
 EH2641
 EH2641'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2641'RECOVERED IN GOOD CONDITION.  STAMPING IS ON COLLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1149 ***********************************************************************
 DM1149  DESIGNATION -  Q 307
 DM1149  PID         -  DM1149
 DM1149  STATE/COUNTY-  AR/LITTLE RIVER
 DM1149  USGS QUAD   -  OGDEN (1975)
 DM1149
 DM1149                         *CURRENT SURVEY CONTROL
 DM1149  ___________________________________________________________________
 DM1149* NAD 83(1986)-  33 35 50.     (N)    094 03 24.     (W)     SCALED    
 DM1149* NAVD 88     -        95.845  (meters)     314.45   (feet)  ADJUSTED  
 DM1149  ___________________________________________________________________
 DM1149  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DM1149  DYNAMIC HT  -          95.744 (meters)     314.12  (feet)  COMP
 DM1149  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 DM1149
 DM1149  VERT ORDER  -  FIRST     CLASS II
 DM1149
 DM1149.The horizontal coordinates were scaled from a topographic map and have
 DM1149.an estimated accuracy of +/- 6 seconds.
 DM1149
 DM1149.The orthometric height was determined by differential leveling
 DM1149.and adjusted by the National Geodetic Survey in June 1991..
 DM1149
 DM1149.The geoid height was determined by GEOID03.
 DM1149
 DM1149.The dynamic height is computed by dividing the NAVD 88
 DM1149.geopotential number by the normal gravity value computed on the
 DM1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1149.degrees latitude (g = 980.6199 gals.).
 DM1149
 DM1149.The modeled gravity was interpolated from observed gravity values.
 DM1149
 DM1149;                    North         East    Units  Estimated Accuracy
 DM1149;SPC AR S     -   505,130.      209,130.      MT  (+/- 180 meters Scaled)
 DM1149
 DM1149                          SUPERSEDED SURVEY CONTROL
 DM1149
 DM1149.No superseded survey control is available for this station.
 DM1149
 DM1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT019179(NAD 83)
 DM1149_MARKER: I = METAL ROD
 DM1149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1149_SP_SET: STAINLESS STEEL ROD
 DM1149_STAMPING: Q 307 1985
 DM1149_MARK LOGO: NGS   
 DM1149_PROJECTION: FLUSH
 DM1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1149_ROD/PIPE-DEPTH: 5.8  meters
 DM1149
 DM1149  HISTORY     - Date     Condition        Report By
 DM1149  HISTORY     - 1985     MONUMENTED       NGS
 DM1149  HISTORY     - 19971025 GOOD             USPSQD
 DM1149
 DM1149                          STATION DESCRIPTION
 DM1149
 DM1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1149'11.1 KM (6.9 MI) SE FROM ASHDOWN.
 DM1149'11.1 KM (6.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 71 FROM ITS NORTH
 DM1149'JUNCTION WITH STATE HIGHWAY 32 IN ASHDOWN, 61.0 M (200.1 FT)
 DM1149'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING WEST, 35.4 M (116.1 FT)
 DM1149'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE FOOTING FOR A
 DM1149'RAILROAD SIGNAL, 15.6 M (51.2 FT) SOUTHWEST OF THE CENTER OF THE
 DM1149'SOUTHEAST BOUND LANES OF THE HIGHWAY, 9.9 M (32.5 FT) NORTHEAST OF
 DM1149'THE NEAR RAIL OF THE THE KANSAS CITY AND SOUTHERN RAILROAD, AND 1.0 M
 DM1149'(3.3 FT) NORTHWEST OF UTILITY POLE NUMBER 60 560.  NOTE--ACCESS TO
 DM1149'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1149'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DM1149
 DM1149                          STATION RECOVERY (1997)
 DM1149
 DM1149'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1271 ***********************************************************************
 GE1271  DESIGNATION -  Q 308
 GE1271  PID         -  GE1271
 GE1271  STATE/COUNTY-  AR/FULTON
 GE1271  USGS QUAD   -  WIRTH (1968)
 GE1271
 GE1271                         *CURRENT SURVEY CONTROL
 GE1271  ___________________________________________________________________
 GE1271* NAD 83(1986)-  36 27 37.     (N)    091 29 51.     (W)     SCALED    
 GE1271* NAVD 88     -       217.666  (meters)     714.13   (feet)  ADJUSTED  
 GE1271  ___________________________________________________________________
 GE1271  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GE1271  DYNAMIC HT  -         217.487 (meters)     713.54  (feet)  COMP
 GE1271  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GE1271
 GE1271  VERT ORDER  -  FIRST     CLASS II
 GE1271
 GE1271.The horizontal coordinates were scaled from a topographic map and have
 GE1271.an estimated accuracy of +/- 6 seconds.
 GE1271
 GE1271.The orthometric height was determined by differential leveling
 GE1271.and adjusted by the National Geodetic Survey in January 1995..
 GE1271
 GE1271.The geoid height was determined by GEOID03.
 GE1271
 GE1271.The dynamic height is computed by dividing the NAVD 88
 GE1271.geopotential number by the normal gravity value computed on the
 GE1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1271.degrees latitude (g = 980.6199 gals.).
 GE1271
 GE1271.The modeled gravity was interpolated from observed gravity values.
 GE1271
 GE1271;                    North         East    Units  Estimated Accuracy
 GE1271;SPC AR N     -   236,100.      445,050.      MT  (+/- 180 meters Scaled)
 GE1271
 GE1271                          SUPERSEDED SURVEY CONTROL
 GE1271
 GE1271  NGVD 29 (10/05/93)  217.547  (m)          713.74   (f) ADJUSTED    1 2
 GE1271
 GE1271.Superseded values are not recommended for survey control.
 GE1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1271.See file dsdata.txt to determine how the superseded data were derived.
 GE1271
 GE1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA346360(NAD 83)
 GE1271_MARKER: DV = VERTICAL CONTROL DISK
 GE1271_SETTING: 66 = SET IN ROCK OUTCROP
 GE1271_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1271_STAMPING: Q 308 1990
 GE1271_MARK LOGO: NGS   
 GE1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1271+STABILITY: POSITION/ELEVATION WELL
 GE1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1271+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1271
 GE1271  HISTORY     - Date     Condition        Report By
 GE1271  HISTORY     - 1990     MONUMENTED       NGS
 GE1271
 GE1271                          STATION DESCRIPTION
 GE1271
 GE1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1271'5.9 KM (3.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1271'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN A 2 BY 4-FOOT AREA OF
 GE1271'OUTCROPPING BEDROCK, 20.0 M (65.6 FT) SOUTHEAST OF THE CENTER OF A
 GE1271'DRIVEWAY, 10.8 M (35.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 3.1 M
 GE1271'(10.2 FT) WEST OF A UTILITY POLE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 GE1271'THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0925 ***********************************************************************
 GG0925  DESIGNATION -  Q 309
 GG0925  PID         -  GG0925
 GG0925  STATE/COUNTY-  AR/BENTON
 GG0925  USGS QUAD   -  PEA RIDGE (1981)
 GG0925
 GG0925                         *CURRENT SURVEY CONTROL
 GG0925  ___________________________________________________________________
 GG0925* NAD 83(1986)-  36 25 01.     (N)    094 04 07.     (W)     SCALED    
 GG0925* NAVD 88     -       367.646  (meters)    1206.19   (feet)  ADJUSTED  
 GG0925  ___________________________________________________________________
 GG0925  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GG0925  DYNAMIC HT  -         367.322 (meters)    1205.12  (feet)  COMP
 GG0925  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 GG0925
 GG0925  VERT ORDER  -  FIRST     CLASS II
 GG0925
 GG0925.The horizontal coordinates were scaled from a topographic map and have
 GG0925.an estimated accuracy of +/- 6 seconds.
 GG0925
 GG0925.The orthometric height was determined by differential leveling
 GG0925.and adjusted by the National Geodetic Survey in June 1991..
 GG0925
 GG0925.The geoid height was determined by GEOID03.
 GG0925
 GG0925.The dynamic height is computed by dividing the NAVD 88
 GG0925.geopotential number by the normal gravity value computed on the
 GG0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0925.degrees latitude (g = 980.6199 gals.).
 GG0925
 GG0925.The modeled gravity was interpolated from observed gravity values.
 GG0925
 GG0925;                    North         East    Units  Estimated Accuracy
 GG0925;SPC AR N     -   233,120.      214,480.      MT  (+/- 180 meters Scaled)
 GG0925
 GG0925                          SUPERSEDED SURVEY CONTROL
 GG0925
 GG0925  NGVD 29 (10/05/93)  367.499  (m)         1205.70   (f) ADJUSTED    1 2
 GG0925
 GG0925.Superseded values are not recommended for survey control.
 GG0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0925.See file dsdata.txt to determine how the superseded data were derived.
 GG0925
 GG0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA041307(NAD 83)
 GG0925_MARKER: DV = VERTICAL CONTROL DISK
 GG0925_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0925_SP_SET: ABUTMENT
 GG0925_STAMPING: Q 309 1989
 GG0925_MARK LOGO: NGS   
 GG0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0925+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0925
 GG0925  HISTORY     - Date     Condition        Report By
 GG0925  HISTORY     - 1989     MONUMENTED       NGS
 GG0925
 GG0925                          STATION DESCRIPTION
 GG0925
 GG0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0925'8.3 KM (5.15 MI) NORTHERLY ALONG U.S. HIGHWAY 62 FROM ITS JUNCTION
 GG0925'WITH STATE HIGHWAY 94 IN ROGERS, IN TOP OF AND 0.2 M (0.7 FT) WEST OF
 GG0925'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 GG0925'SPANNING LITTLE SUGAR CREEK, 6.1 M (20.0 FT) EAST OF THE CENTERLINE
 GG0925'OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0120 ***********************************************************************
 GG0120  DESIGNATION -  Q 31
 GG0120  PID         -  GG0120
 GG0120  STATE/COUNTY-  AR/BENTON
 GG0120  USGS QUAD   -  GENTRY (1982)
 GG0120
 GG0120                         *CURRENT SURVEY CONTROL
 GG0120  ___________________________________________________________________
 GG0120* NAD 83(1986)-  36 16 03.     (N)    094 28 49.     (W)     SCALED    
 GG0120* NAVD 88     -       376.902  (meters)    1236.55   (feet)  ADJUSTED  
 GG0120  ___________________________________________________________________
 GG0120  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GG0120  DYNAMIC HT  -         376.574 (meters)    1235.48  (feet)  COMP
 GG0120  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 GG0120
 GG0120  VERT ORDER  -  SECOND    CLASS 0
 GG0120
 GG0120.The horizontal coordinates were scaled from a topographic map and have
 GG0120.an estimated accuracy of +/- 6 seconds.
 GG0120
 GG0120.The orthometric height was determined by differential leveling
 GG0120.and adjusted by the National Geodetic Survey in June 1991..
 GG0120
 GG0120.The geoid height was determined by GEOID03.
 GG0120
 GG0120.The dynamic height is computed by dividing the NAVD 88
 GG0120.geopotential number by the normal gravity value computed on the
 GG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0120.degrees latitude (g = 980.6199 gals.).
 GG0120
 GG0120.The modeled gravity was interpolated from observed gravity values.
 GG0120
 GG0120;                    North         East    Units  Estimated Accuracy
 GG0120;SPC AR N     -   217,390.      177,150.      MT  (+/- 180 meters Scaled)
 GG0120
 GG0120                          SUPERSEDED SURVEY CONTROL
 GG0120
 GG0120  NGVD 29 (??/??/92)  376.761  (m)         1236.09   (f) ADJ UNCH    2 0
 GG0120
 GG0120.Superseded values are not recommended for survey control.
 GG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0120.See file dsdata.txt to determine how the superseded data were derived.
 GG0120
 GG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA670146(NAD 83)
 GG0120_MARKER: DB = BENCH MARK DISK
 GG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0120_STAMPING: Q-31 1934
 GG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0120+STABILITY: SURFACE MOTION
 GG0120
 GG0120  HISTORY     - Date     Condition        Report By
 GG0120  HISTORY     - 1934     MONUMENTED       CGS
 GG0120  HISTORY     - 1970     MARK NOT FOUND   USGS
 GG0120  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0120  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GG0120
 GG0120                          STATION DESCRIPTION
 GG0120
 GG0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0120'AT GENTRY.
 GG0120'AT KANSAS CITY SOUTHERN RAILROAD CROSSING NORTH OF DEPOT 2000 FEET.
 GG0120'50 FEET EAST OF TRACK, 35 FEET NORTH OF THE CENTERLINE OF
 GG0120'HIGHWAY CROSSING.
 GG0120
 GG0120                          STATION RECOVERY (1970)
 GG0120
 GG0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GG0120'MARK NOT FOUND.
 GG0120
 GG0120                          STATION RECOVERY (1987)
 GG0120
 GG0120'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0120'MARK NOT FOUND.
 GG0120
 GG0120                          STATION RECOVERY (1989)
 GG0120
 GG0120'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLC)
 GG0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0901 ***********************************************************************
 GG0901  DESIGNATION -  Q 310
 GG0901  PID         -  GG0901
 GG0901  STATE/COUNTY-  AR/WASHINGTON
 GG0901  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0901
 GG0901                         *CURRENT SURVEY CONTROL
 GG0901  ___________________________________________________________________
 GG0901* NAD 83(1986)-  36 02 29.     (N)    094 10 51.     (W)     SCALED    
 GG0901* NAVD 88     -       378.381  (meters)    1241.40   (feet)  ADJUSTED  
 GG0901  ___________________________________________________________________
 GG0901  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0901  DYNAMIC HT  -         378.040 (meters)    1240.29  (feet)  COMP
 GG0901  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GG0901
 GG0901  VERT ORDER  -  FIRST     CLASS II
 GG0901
 GG0901.The horizontal coordinates were scaled from a topographic map and have
 GG0901.an estimated accuracy of +/- 6 seconds.
 GG0901
 GG0901.The orthometric height was determined by differential leveling
 GG0901.and adjusted by the National Geodetic Survey in June 1991..
 GG0901
 GG0901.The geoid height was determined by GEOID03.
 GG0901
 GG0901.The dynamic height is computed by dividing the NAVD 88
 GG0901.geopotential number by the normal gravity value computed on the
 GG0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0901.degrees latitude (g = 980.6199 gals.).
 GG0901
 GG0901.The modeled gravity was interpolated from observed gravity values.
 GG0901
 GG0901;                    North         East    Units  Estimated Accuracy
 GG0901;SPC AR N     -   191,670.      203,490.      MT  (+/- 180 meters Scaled)
 GG0901
 GG0901                          SUPERSEDED SURVEY CONTROL
 GG0901
 GG0901  NGVD 29 (10/05/93)  378.214  (m)         1240.86   (f) ADJUSTED    1 2
 GG0901
 GG0901.Superseded values are not recommended for survey control.
 GG0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0901.See file dsdata.txt to determine how the superseded data were derived.
 GG0901
 GG0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV936891(NAD 83)
 GG0901_MARKER: I = METAL ROD
 GG0901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0901_SP_SET: STAINLESS STEEL ROD
 GG0901_STAMPING: Q 310 1989
 GG0901_MARK LOGO: NGS   
 GG0901_PROJECTION: FLUSH
 GG0901_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0901+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0901_ROD/PIPE-DEPTH: 3.4  meters
 GG0901
 GG0901  HISTORY     - Date     Condition        Report By
 GG0901  HISTORY     - 1989     MONUMENTED       NGS
 GG0901  HISTORY     - 19961102 GOOD             USPSQD
 GG0901
 GG0901                          STATION DESCRIPTION
 GG0901
 GG0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0901'IN FAYETTEVILLE, AT THE INTERSECTION OF STATE HIGHWAY 265 AND THE
 GG0901'ARKANSAS AND MISSOURI RAILROAD, 22.5 M (73.8 FT) EAST OF THE NEAR
 GG0901'RAIL OF THE MAIN TRACK, 6.3 M (20.7 FT) SOUTH OF THE CENTER OF THE
 GG0901'HIGHWAY, 4.3 M (14.1 FT) EAST OF THE NEAR RAIL OF A SPUR TRACK
 GG0901'LEADING TO THE SIMMONS COMPANY, 2.1 M (6.9 FT) WEST OF THE CENTER OF
 GG0901'A DIRT ROAD, 0.4 M (1.3 FT) SOUTH OF A UTILITY POLE, 0.3 M (1.0 FT)
 GG0901'NORTH OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO
 GG0901'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GG0901
 GG0901                          STATION RECOVERY (1996)
 GG0901
 GG0901'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1209 ***********************************************************************
 FH1209  DESIGNATION -  Q 311
 FH1209  PID         -  FH1209
 FH1209  STATE/COUNTY-  AR/CRAWFORD
 FH1209  USGS QUAD   -  RUDY (1983)
 FH1209
 FH1209                         *CURRENT SURVEY CONTROL
 FH1209  ___________________________________________________________________
 FH1209* NAD 83(1986)-  35 31 01.     (N)    094 16 40.     (W)     SCALED    
 FH1209* NAVD 88     -       150.553  (meters)     493.94   (feet)  ADJUSTED  
 FH1209  ___________________________________________________________________
 FH1209  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FH1209  DYNAMIC HT  -         150.414 (meters)     493.48  (feet)  COMP
 FH1209  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 FH1209
 FH1209  VERT ORDER  -  FIRST     CLASS II
 FH1209
 FH1209.The horizontal coordinates were scaled from a topographic map and have
 FH1209.an estimated accuracy of +/- 6 seconds.
 FH1209
 FH1209.The orthometric height was determined by differential leveling
 FH1209.and adjusted by the National Geodetic Survey in June 1991..
 FH1209
 FH1209.The geoid height was determined by GEOID03.
 FH1209
 FH1209.The dynamic height is computed by dividing the NAVD 88
 FH1209.geopotential number by the normal gravity value computed on the
 FH1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1209.degrees latitude (g = 980.6199 gals.).
 FH1209
 FH1209.The modeled gravity was interpolated from observed gravity values.
 FH1209
 FH1209;                    North         East    Units  Estimated Accuracy
 FH1209;SPC AR N     -   133,700.      193,410.      MT  (+/- 180 meters Scaled)
 FH1209
 FH1209                          SUPERSEDED SURVEY CONTROL
 FH1209
 FH1209  NGVD 29 (10/05/93)  150.453  (m)          493.61   (f) ADJUSTED    1 2
 FH1209
 FH1209.Superseded values are not recommended for survey control.
 FH1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1209.See file dsdata.txt to determine how the superseded data were derived.
 FH1209
 FH1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV841311(NAD 83)
 FH1209_MARKER: I = METAL ROD
 FH1209_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1209+WITH SETTING: INFORMATION.
 FH1209_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1209_STAMPING: Q 311 1989
 FH1209_MARK LOGO: NGS   
 FH1209_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1209+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 FH1209
 FH1209  HISTORY     - Date     Condition        Report By
 FH1209  HISTORY     - 1989     MONUMENTED       NGS
 FH1209  HISTORY     - 20060214 GOOD             ARHD
 FH1209
 FH1209                          STATION DESCRIPTION
 FH1209
 FH1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1209'1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 282 FROM THE JUNCTION
 FH1209'OF THE ARKANSAS AND MISSOURI RAILROAD IN RUDY, A METAL ROD DRIVEN TO
 FH1209'REFUSAL AT 2.2 M AND FLUSH WITH GROUND, 8.3 M (27.2 FT) NORTH OF THE
 FH1209'CENTERLINE OF THE HIGHWAY, 7.7 M (25.3 FT) EAST OF THE CENTER OF A
 FH1209'DRIVEWAY LEADING NORTH TO THE MYERS RESIDENCE, 0.6 M (2.0 FT) SOUTH
 FH1209'OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) WEST OF A FENCE, AND
 FH1209'LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FH1209'5-INCH LOGO CAP.
 FH1209
 FH1209                          STATION RECOVERY (2006)
 FH1209
 FH1209'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FH1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1232 ***********************************************************************
 FH1232  DESIGNATION -  Q 312
 FH1232  PID         -  FH1232
 FH1232  STATE/COUNTY-  AR/CRAWFORD
 FH1232  USGS QUAD   -  FERN (1983)
 FH1232
 FH1232                         *CURRENT SURVEY CONTROL
 FH1232  ___________________________________________________________________
 FH1232* NAD 83(1986)-  35 44 00.     (N)    094 07 13.     (W)     SCALED    
 FH1232* NAVD 88     -       532.824  (meters)    1748.11   (feet)  ADJUSTED  
 FH1232  ___________________________________________________________________
 FH1232  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FH1232  DYNAMIC HT  -         532.319 (meters)    1746.45  (feet)  COMP
 FH1232  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 FH1232
 FH1232  VERT ORDER  -  FIRST     CLASS II
 FH1232
 FH1232.The horizontal coordinates were scaled from a topographic map and have
 FH1232.an estimated accuracy of +/- 6 seconds.
 FH1232
 FH1232.The orthometric height was determined by differential leveling
 FH1232.and adjusted by the National Geodetic Survey in June 1991..
 FH1232
 FH1232.The geoid height was determined by GEOID03.
 FH1232
 FH1232.The dynamic height is computed by dividing the NAVD 88
 FH1232.geopotential number by the normal gravity value computed on the
 FH1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1232.degrees latitude (g = 980.6199 gals.).
 FH1232
 FH1232.The modeled gravity was interpolated from observed gravity values.
 FH1232
 FH1232;                    North         East    Units  Estimated Accuracy
 FH1232;SPC AR N     -   157,380.      208,210.      MT  (+/- 180 meters Scaled)
 FH1232
 FH1232                          SUPERSEDED SURVEY CONTROL
 FH1232
 FH1232  NGVD 29 (10/05/93)  532.678  (m)         1747.63   (f) ADJUSTED    1 2
 FH1232
 FH1232.Superseded values are not recommended for survey control.
 FH1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1232.See file dsdata.txt to determine how the superseded data were derived.
 FH1232
 FH1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV986549(NAD 83)
 FH1232_MARKER: I = METAL ROD
 FH1232_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1232+WITH SETTING: INFORMATION.
 FH1232_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1232_STAMPING: Q 312 1989
 FH1232_MARK LOGO: NGS   
 FH1232_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1232+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1232
 FH1232  HISTORY     - Date     Condition        Report By
 FH1232  HISTORY     - 1989     MONUMENTED       NGS
 FH1232
 FH1232                          STATION DESCRIPTION
 FH1232
 FH1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1232'9.1 KM (5.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1232'WITH STATE HIGHWAY 74 IN WINSLOW, A METAL ROD DRIVEN TO REFUSAL AT
 FH1232'1.6 M AND FLUSH WITH GROUND, 18.0 M (59.1 FT) NORTHWEST OF THE
 FH1232'CENTERLINE OF THE HIGHWAY, 1.4 M (4.6 FT) SOUTHWEST OF UTILITY POLE
 FH1232'NUMBER 2116, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 FH1232'(1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS
 FH1232'HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1254 ***********************************************************************
 GE1254  FBN         -  This is a Federal Base Network Control Station.
 GE1254  DESIGNATION -  Q 313
 GE1254  PID         -  GE1254
 GE1254  STATE/COUNTY-  AR/SHARP
 GE1254  USGS QUAD   -  HARDY (1981)
 GE1254
 GE1254                         *CURRENT SURVEY CONTROL
 GE1254  ___________________________________________________________________
 GE1254* NAD 83(1997)-  36 18 44.18384(N)    091 27 56.11671(W)     ADJUSTED  
 GE1254* NAVD 88     -       114.362  (meters)     375.20   (feet)  ADJUSTED  
 GE1254  ___________________________________________________________________
 GE1254  X           -    -131,607.309 (meters)                     COMP
 GE1254  Y           -  -5,143,941.431 (meters)                     COMP
 GE1254  Z           -   3,756,219.731 (meters)                     COMP
 GE1254  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GE1254  ELLIP HEIGHT-          85.96  (meters)          (07/20/01) GPS OBS
 GE1254  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE1254  DYNAMIC HT  -         114.267 (meters)     374.89  (feet)  COMP
 GE1254  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GE1254
 GE1254  HORZ ORDER  -  B
 GE1254  VERT ORDER  -  FIRST     CLASS II
 GE1254  ELLP ORDER  -  FOURTH    CLASS I
 GE1254
 GE1254.The horizontal coordinates were established by GPS observations
 GE1254.and adjusted by the National Geodetic Survey in September 1997..
 GE1254
 GE1254.The orthometric height was determined by differential leveling
 GE1254.and adjusted by the National Geodetic Survey in January 1995..
 GE1254
 GE1254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1254
 GE1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1254
 GE1254.The ellipsoidal height was determined by GPS observations
 GE1254.and is referenced to NAD 83.
 GE1254
 GE1254.The geoid height was determined by GEOID03.
 GE1254
 GE1254.The dynamic height is computed by dividing the NAVD 88
 GE1254.geopotential number by the normal gravity value computed on the
 GE1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1254.degrees latitude (g = 980.6199 gals.).
 GE1254
 GE1254.The modeled gravity was interpolated from observed gravity values.
 GE1254
 GE1254;                    North         East     Units Scale Factor Converg.
 GE1254;SPC AR N     -   219,685.813   447,994.438   MT  1.00001656   +0 18 39.5
 GE1254;SPC AR N     -   720,752.54  1,469,795.09   sFT  1.00001656   +0 18 39.5
 GE1254;UTM  15      - 4,019,677.479   637,750.606   MT  0.99983379   +0 54 31.7
 GE1254
 GE1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1254!SPC AR N     -   0.99998651  x   1.00001656  =   1.00000307
 GE1254!UTM  15      -   0.99998651  x   0.99983379  =   0.99982030
 GE1254
 GE1254                          SUPERSEDED SURVEY CONTROL
 GE1254
 GE1254  ELLIP H (09/19/97)   85.98   (m)                       GP(       ) 4 1
 GE1254  NAVD 88 (09/19/97)  114.36   (m)          375.2    (f) LEVELING    3  
 GE1254  NGVD 29 (10/05/93)  114.254  (m)          374.85   (f) ADJUSTED    1 2
 GE1254
 GE1254.Superseded values are not recommended for survey control.
 GE1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1254.See file dsdata.txt to determine how the superseded data were derived.
 GE1254
 GE1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3775119677(NAD 83)
 GE1254_MARKER: DV = VERTICAL CONTROL DISK
 GE1254_SETTING: 66 = SET IN ROCK OUTCROP
 GE1254_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1254_STAMPING: Q 313 1990
 GE1254_MARK LOGO: NGS   
 GE1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1254+STABILITY: POSITION/ELEVATION WELL
 GE1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1254+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 GE1254
 GE1254  HISTORY     - Date     Condition        Report By
 GE1254  HISTORY     - 1990     MONUMENTED       NGS
 GE1254  HISTORY     - 19970228 GOOD             NGS
 GE1254  HISTORY     - 20000119 GOOD             NGS
 GE1254  HISTORY     - 20030724 GOOD             ARHD
 GE1254  HISTORY     - 20060509 MARK NOT FOUND   MODNR
 GE1254
 GE1254                          STATION DESCRIPTION
 GE1254
 GE1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1254'2.1 KM (1.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1254'U.S. HIGHWAY 62 IN HARDY, IN A 1 BY 2-FOOT AREA OF OUTCROPPING
 GE1254'BEDROCK, 23.9 M (78.4 FT) NORTHWEST OF THE EXTENDED CENTER OF A
 GE1254'GRAVELED ROAD, 17.1 M (56.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 GE1254'1.1 M (3.6 FT) NORTH OF A UTILITY POLE AND WITNESS POST, AND 0.4 M
 GE1254'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 GE1254
 GE1254                          STATION RECOVERY (1997)
 GE1254
 GE1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1254'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF HARDY, ABOUT
 GE1254'MIDWAY DOWN A LOW HILL SLOPING EAST, AND IN THE HIGHWAY RIGHT-OF-WAY
 GE1254'BETWEEN THE HIGHWAY AND A RAILROAD TRACK.  OWNERSHIP--ARKANSAS HIGHWAY
 GE1254'AND TRANSPORTATION DEPARTMENT.  TO REACH THE STATION FROM THE JUNCTION
 GE1254'OF U.S. HIGHWAYS 62 AND 63 IN HARDY, GO SOUTHEASTERLY ON HIGHWAY 63
 GE1254'FOR 2.1 KM (1.30 MI) TO THE STATION ON THE RIGHT ABOUT 0.16 KM (0.10
 GE1254'MI) BEFORE A RIVER CROSSING.  THE STATION IS SET FLUSH IN THE TOP OF A
 GE1254'0.3 M (1.0 FT) X 0.6 M (2.0 FT) AREA OF EXPOSED ROCK OUTCROP
 GE1254'PROJECTING 12 CM ABOVE GROUND.  IT IS 23.9 M (78.4 FT) WEST-NORTHWEST
 GE1254'OF THE EXTENDED CENTER OF A GRAVEL ROAD LEADING NORTH, 17.1 M (56.1
 GE1254'FT) SOUTH-SOUTHWEST OF AND 0.4 M (1.3 FT) LOWER THAN THE HIGHWAY
 GE1254'CENTER, 11.8 M (38.7 FT) NORTH-NORTHEAST OF AND ABOUT 4 M (13.1 FT)
 GE1254'HIGHER THAN THE NORTH RAIL OF THE RAILROAD TRACKS (SLOPE MEASUREMENT)
 GE1254'AND 1.1 M (3.6 FT) NORTH-NORTHEAST OF A POWERLINE POLE AND FIBERGLASS
 GE1254'WITNESS POST.
 GE1254
 GE1254                          STATION RECOVERY (2000)
 GE1254
 GE1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 GE1254'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 GE1254'CONDITION.  NOTE IN THE LOCATION PORTION 1997 DESCRIPTION THE POWER
 GE1254'POLE AND FIBER GLASS WITNESS POST HAVE BEEN RAZED.  ADD 0.76 M (2.49
 GE1254'FT) NORTH OF A SHORT ARHD METAL WITNESS POST.  THE TO REACH AND OTHER
 GE1254'MEASUREMENTS ARE ADEQUATE.
 GE1254
 GE1254                          STATION RECOVERY (2003)
 GE1254
 GE1254'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DW)
 GE1254'RECOVERED AS DESCRIBED.
 GE1254
 GE1254                          STATION RECOVERY (2006)
 GE1254
 GE1254'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2185 ***********************************************************************
 FF2185  DESIGNATION -  Q 314
 FF2185  PID         -  FF2185
 FF2185  STATE/COUNTY-  AR/POINSETT
 FF2185  USGS QUAD   -  MARKED TREE (1983)
 FF2185
 FF2185                         *CURRENT SURVEY CONTROL
 FF2185  ___________________________________________________________________
 FF2185* NAD 83(1986)-  35 34 34.     (N)    090 29 47.     (W)     SCALED    
 FF2185* NAVD 88     -        64.456  (meters)     211.47   (feet)  ADJUSTED  
 FF2185  ___________________________________________________________________
 FF2185  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF2185  DYNAMIC HT  -          64.399 (meters)     211.28  (feet)  COMP
 FF2185  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 FF2185
 FF2185  VERT ORDER  -  FIRST     CLASS II
 FF2185
 FF2185.The horizontal coordinates were scaled from a topographic map and have
 FF2185.an estimated accuracy of +/- 6 seconds.
 FF2185
 FF2185.The orthometric height was determined by differential leveling
 FF2185.and adjusted by the National Geodetic Survey in January 1995..
 FF2185
 FF2185.The geoid height was determined by GEOID03.
 FF2185
 FF2185.The dynamic height is computed by dividing the NAVD 88
 FF2185.geopotential number by the normal gravity value computed on the
 FF2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2185.degrees latitude (g = 980.6199 gals.).
 FF2185
 FF2185.The modeled gravity was interpolated from observed gravity values.
 FF2185
 FF2185;                    North         East    Units  Estimated Accuracy
 FF2185;SPC AR N     -   138,920.      536,280.      MT  (+/- 180 meters Scaled)
 FF2185
 FF2185                          SUPERSEDED SURVEY CONTROL
 FF2185
 FF2185  NGVD 29 (10/05/93)   64.399  (m)          211.28   (f) ADJUSTED    1 2
 FF2185
 FF2185.Superseded values are not recommended for survey control.
 FF2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2185.See file dsdata.txt to determine how the superseded data were derived.
 FF2185
 FF2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV268398(NAD 83)
 FF2185_MARKER: I = METAL ROD
 FF2185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2185_SP_SET: STAINLESS STEEL ROD
 FF2185_STAMPING: Q 314 1990
 FF2185_MARK LOGO: NGS   
 FF2185_PROJECTION: FLUSH
 FF2185_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2185+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 FF2185_ROD/PIPE-DEPTH: 21.9 meters
 FF2185
 FF2185  HISTORY     - Date     Condition        Report By
 FF2185  HISTORY     - 1990     MONUMENTED       NGS
 FF2185  HISTORY     - 20020802 GOOD             USACE
 FF2185
 FF2185                          STATION DESCRIPTION
 FF2185
 FF2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2185'9.8 KM (6.10 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 FF2185'STATE HIGHWAY 75 IN MARKED TREE, 65.1 M (213.6 FT) NORTH OF THE EAST
 FF2185'END OF THE MOST NORTHERLY OF 3 CULVERTS, 23.4 M (76.8 FT) EAST OF THE
 FF2185'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.2 M (7.2 FT)
 FF2185'SOUTH OF A BRACED FENCE POST, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 FF2185'HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.
 FF2185'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2185
 FF2185                          STATION RECOVERY (2002)
 FF2185
 FF2185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1211 ***********************************************************************
 GE1211  DESIGNATION -  Q 315
 GE1211  PID         -  GE1211
 GE1211  STATE/COUNTY-  AR/LAWRENCE
 GE1211  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1211
 GE1211                         *CURRENT SURVEY CONTROL
 GE1211  ___________________________________________________________________
 GE1211* NAD 83(1986)-  36 01 59.     (N)    090 56 25.     (W)     SCALED    
 GE1211* NAVD 88     -        80.758  (meters)     264.95   (feet)  ADJUSTED  
 GE1211  ___________________________________________________________________
 GE1211  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GE1211  DYNAMIC HT  -          80.691 (meters)     264.73  (feet)  COMP
 GE1211  MODELED GRAV-     979,806.5   (mgal)                       NAVD 88
 GE1211
 GE1211  VERT ORDER  -  FIRST     CLASS II
 GE1211
 GE1211.The horizontal coordinates were scaled from a topographic map and have
 GE1211.an estimated accuracy of +/- 6 seconds.
 GE1211
 GE1211.The orthometric height was determined by differential leveling
 GE1211.and adjusted by the National Geodetic Survey in January 1995..
 GE1211
 GE1211.The geoid height was determined by GEOID03.
 GE1211
 GE1211.The dynamic height is computed by dividing the NAVD 88
 GE1211.geopotential number by the normal gravity value computed on the
 GE1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1211.degrees latitude (g = 980.6199 gals.).
 GE1211
 GE1211.The modeled gravity was interpolated from observed gravity values.
 GE1211
 GE1211;                    North         East    Units  Estimated Accuracy
 GE1211;SPC AR N     -   189,090.      495,500.      MT  (+/- 180 meters Scaled)
 GE1211
 GE1211                          SUPERSEDED SURVEY CONTROL
 GE1211
 GE1211  NGVD 29 (10/05/93)   80.672  (m)          264.67   (f) ADJUSTED    1 2
 GE1211
 GE1211.Superseded values are not recommended for survey control.
 GE1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1211.See file dsdata.txt to determine how the superseded data were derived.
 GE1211
 GE1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV855895(NAD 83)
 GE1211_MARKER: I = METAL ROD
 GE1211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1211_SP_SET: STAINLESS STEEL ROD
 GE1211_STAMPING: Q 315 1990
 GE1211_MARK LOGO: NGS   
 GE1211_PROJECTION: FLUSH
 GE1211_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1211+STABILITY: POSITION/ELEVATION WELL
 GE1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1211+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 GE1211_ROD/PIPE-DEPTH: 10.4 meters
 GE1211
 GE1211  HISTORY     - Date     Condition        Report By
 GE1211  HISTORY     - 1990     MONUMENTED       NGS
 GE1211  HISTORY     - 20020323 GOOD             USACE
 GE1211
 GE1211                          STATION DESCRIPTION
 GE1211
 GE1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1211'3.7 KM (2.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1211'THE MISSOURI PACIFIC RAILROAD IN HOXIE, 36.2 M (118.8 FT) NORTHEAST
 GE1211'OF THE HIGHWAY CENTERLINE, 24.3 M (79.7 FT) NORTHWEST OF THE
 GE1211'CENTERLINE OF STATE HIGHWAY 91, 15.0 M (49.2 FT) SOUTHWEST OF THE
 GE1211'SOUTHWEST END OF A BOX CULVERT, 9.4 M (30.8 FT) NORTHEAST OF THE NEAR
 GE1211'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.7 M (5.6 FT) NORTHWEST OF
 GE1211'A UTILITY POLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3
 GE1211'M (1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 GE1211'POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1211
 GE1211                          STATION RECOVERY (2002)
 GE1211
 GE1211'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1235 ***********************************************************************
 GE1235  DESIGNATION -  Q 316
 GE1235  PID         -  GE1235
 GE1235  STATE/COUNTY-  AR/SHARP
 GE1235  USGS QUAD   -  RAVENDEN (1981)
 GE1235
 GE1235                         *CURRENT SURVEY CONTROL
 GE1235  ___________________________________________________________________
 GE1235* NAD 83(1986)-  36 14 48.     (N)    091 16 36.     (W)     SCALED    
 GE1235* NAVD 88     -       113.461  (meters)     372.25   (feet)  ADJUSTED  
 GE1235  ___________________________________________________________________
 GE1235  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE1235  DYNAMIC HT  -         113.368 (meters)     371.94  (feet)  COMP
 GE1235  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GE1235
 GE1235  VERT ORDER  -  FIRST     CLASS II
 GE1235
 GE1235.The horizontal coordinates were scaled from a topographic map and have
 GE1235.an estimated accuracy of +/- 6 seconds.
 GE1235
 GE1235.The orthometric height was determined by differential leveling
 GE1235.and adjusted by the National Geodetic Survey in January 1995..
 GE1235
 GE1235.The geoid height was determined by GEOID03.
 GE1235
 GE1235.The dynamic height is computed by dividing the NAVD 88
 GE1235.geopotential number by the normal gravity value computed on the
 GE1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1235.degrees latitude (g = 980.6199 gals.).
 GE1235
 GE1235.The modeled gravity was interpolated from observed gravity values.
 GE1235
 GE1235;                    North         East    Units  Estimated Accuracy
 GE1235;SPC AR N     -   212,510.      465,010.      MT  (+/- 180 meters Scaled)
 GE1235
 GE1235                          SUPERSEDED SURVEY CONTROL
 GE1235
 GE1235  NGVD 29 (10/05/93)  113.361  (m)          371.92   (f) ADJUSTED    1 2
 GE1235
 GE1235.Superseded values are not recommended for survey control.
 GE1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1235.See file dsdata.txt to determine how the superseded data were derived.
 GE1235
 GE1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA548126(NAD 83)
 GE1235_MARKER: DV = VERTICAL CONTROL DISK
 GE1235_SETTING: 66 = SET IN ROCK OUTCROP
 GE1235_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1235_STAMPING: Q 316 1990
 GE1235_MARK LOGO: NGS   
 GE1235_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1235+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1235
 GE1235  HISTORY     - Date     Condition        Report By
 GE1235  HISTORY     - 1990     MONUMENTED       NGS
 GE1235  HISTORY     - 20021026 GOOD             USACE
 GE1235
 GE1235                          STATION DESCRIPTION
 GE1235
 GE1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1235'2.4 KM (1.50 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1235'STATE HIGHWAY 90 IN RAVENDEN, IN THE NORTHWESTERN 1/3 OF A 6 BY
 GE1235'11-FOOT AREA OF OUTCROPPING BEDROCK, 0.8 KM (0.50 MI) NORTHWEST OF
 GE1235'THE SHARP-LAWRENCE COUNTY LINE, 29.2 M (95.8 FT) NORTHWEST OF THE
 GE1235'CENTER OF A DIRT ROAD LEADING NORTHWEST, 6.0 M (19.7 FT) NORTHEAST OF
 GE1235'THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 GE1235'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 GE1235
 GE1235                          STATION RECOVERY (2002)
 GE1235
 GE1235'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0212 ***********************************************************************
 GE0212  DESIGNATION -  Q 32
 GE0212  PID         -  GE0212
 GE0212  STATE/COUNTY-  AR/GREENE
 GE0212  USGS QUAD   -  LAFE (1993)
 GE0212
 GE0212                         *CURRENT SURVEY CONTROL
 GE0212  ___________________________________________________________________
 GE0212* NAD 83(1986)-  36 12 13.     (N)    090 30 49.     (W)     SCALED    
 GE0212* NAVD 88     -        95.902  (meters)     314.64   (feet)  ADJUSTED  
 GE0212  ___________________________________________________________________
 GE0212  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE0212  DYNAMIC HT  -          95.823 (meters)     314.38  (feet)  COMP
 GE0212  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GE0212
 GE0212  VERT ORDER  -  FIRST     CLASS II
 GE0212
 GE0212.The horizontal coordinates were scaled from a topographic map and have
 GE0212.an estimated accuracy of +/- 6 seconds.
 GE0212
 GE0212.The orthometric height was determined by differential leveling
 GE0212.and adjusted by the National Geodetic Survey in June 1991..
 GE0212
 GE0212.The geoid height was determined by GEOID03.
 GE0212
 GE0212.The dynamic height is computed by dividing the NAVD 88
 GE0212.geopotential number by the normal gravity value computed on the
 GE0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0212.degrees latitude (g = 980.6199 gals.).
 GE0212
 GE0212.The modeled gravity was interpolated from observed gravity values.
 GE0212
 GE0212;                    North         East    Units  Estimated Accuracy
 GE0212;SPC AR N     -   208,510.      533,670.      MT  (+/- 180 meters Scaled)
 GE0212
 GE0212                          SUPERSEDED SURVEY CONTROL
 GE0212
 GE0212  NGVD 29 (??/??/92)   95.893  (m)          314.61   (f) ADJ UNCH    1 2
 GE0212
 GE0212.Superseded values are not recommended for survey control.
 GE0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0212.See file dsdata.txt to determine how the superseded data were derived.
 GE0212
 GE0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA235093(NAD 83)
 GE0212_MARKER: DB = BENCH MARK DISK
 GE0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0212_STAMPING: Q 32 1933
 GE0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0212+STABILITY: SURFACE MOTION
 GE0212
 GE0212  HISTORY     - Date     Condition        Report By
 GE0212  HISTORY     - 1933     MONUMENTED       CGS
 GE0212  HISTORY     - 1956     GOOD             NGS
 GE0212
 GE0212                          STATION DESCRIPTION
 GE0212
 GE0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0212'9.6 MI SE FROM KNOBEL.
 GE0212'9.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0212'STATION AT KNOBEL, ABOUT 0.25 MILE SOUTHEAST OF MILE POLE 208,
 GE0212'AT LAFE, 49 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 102
 GE0212'FEET SOUTH-SOUTHEAST OF CENTER OF CROSSING OF A ROAD AND MAIN
 GE0212'TRACK, 102 FEET SOUTH-SOUTHEAST OF CENTER OF CROSSING OF A ROAD
 GE0212'AND MAIN TRACK, 35 FEET EAST OF CENTER LINE OF A GRAVEL ROAD
 GE0212'SOUTH, 168 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF MRS. ELLA
 GE0212'HILL RESIDENCE (NATURAL STONE SIDING ON HOUSE), 68 FEET
 GE0212'WEST-NORTHWEST OF A 6-INCH SYCAMORE TREE WHICH IS IN A FENCE
 GE0212'CORNER, 35 FEET SOUTHWEST OF SOUTHWEST RAIL OF A SIDE TRACK, 68
 GE0212'FEET SOUTHWEST AND ACROSS TRACK FROM SIGN LAFE, 24 3/4 FEET
 GE0212'NORTH-NORTHWEST OF A WELL WITH PUMP, ABOUT 2 FEET BELOW LEVEL OF
 GE0212'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 GE0212'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1832 ***********************************************************************
 FE1832  DESIGNATION -  Q 33
 FE1832  PID         -  FE1832
 FE1832  STATE/COUNTY-  AR/MISSISSIPPI
 FE1832  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1832
 FE1832                         *CURRENT SURVEY CONTROL
 FE1832  ___________________________________________________________________
 FE1832* NAD 83(1986)-  35 55 41.     (N)    089 54 23.     (W)     SCALED    
 FE1832* NAVD 88     -        78.991  (meters)     259.16   (feet)  ADJUSTED  
 FE1832  ___________________________________________________________________
 FE1832  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE1832  DYNAMIC HT  -          78.924 (meters)     258.94  (feet)  COMP
 FE1832  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1832
 FE1832  VERT ORDER  -  FIRST     CLASS II
 FE1832
 FE1832.The horizontal coordinates were scaled from a topographic map and have
 FE1832.an estimated accuracy of +/- 6 seconds.
 FE1832
 FE1832.The orthometric height was determined by differential leveling
 FE1832.and adjusted by the National Geodetic Survey in June 1991..
 FE1832
 FE1832.The geoid height was determined by GEOID03.
 FE1832
 FE1832.The dynamic height is computed by dividing the NAVD 88
 FE1832.geopotential number by the normal gravity value computed on the
 FE1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1832.degrees latitude (g = 980.6199 gals.).
 FE1832
 FE1832.The modeled gravity was interpolated from observed gravity values.
 FE1832
 FE1832;                    North         East    Units  Estimated Accuracy
 FE1832;SPC AR N     -   178,930.      588,920.      MT  (+/- 180 meters Scaled)
 FE1832
 FE1832                          SUPERSEDED SURVEY CONTROL
 FE1832
 FE1832  NGVD 29 (??/??/92)   78.938  (m)          258.98   (f) ADJ UNCH    1 2
 FE1832
 FE1832.Superseded values are not recommended for survey control.
 FE1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1832.See file dsdata.txt to determine how the superseded data were derived.
 FE1832
 FE1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE377798(NAD 83)
 FE1832_MARKER: DB = BENCH MARK DISK
 FE1832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1832_SP_SET: BUILDING
 FE1832_STAMPING: Q 33 1933
 FE1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1832+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1832
 FE1832  HISTORY     - Date     Condition        Report By
 FE1832  HISTORY     - 1933     MONUMENTED       CGS
 FE1832  HISTORY     - 1956     GOOD             CGS
 FE1832  HISTORY     - 1987     GOOD             USPSQD
 FE1832  HISTORY     - 20020722 GOOD             USACE
 FE1832
 FE1832                          STATION DESCRIPTION
 FE1832
 FE1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1832'AT BLYTHEVILLE.
 FE1832'AT BLYTHEVILLE, AT THE INTERSECTION OF WEST WALNUT STREET AND
 FE1832'NORTH BROADWAY, AT THE POST OFFICE, 84 1/2 FEET SOUTH OF SOUTH
 FE1832'CURB OF WEST WALNUT STREET, 23.8 FEET EAST OF EAST CURB OF NORTH
 FE1832'BROADWAY, IN THE TOP AND 1 1/2 FEET EAST-NORTHEAST OF SOUTHWEST
 FE1832'CORNER OF THE LOWER PART OF THE SOUTH BANISTER TO WEST OR MAIN
 FE1832'ENTRANCE TO POST OFFICE AND 2 FEET ABOVE LEVEL OF SIDE WALK.
 FE1832
 FE1832                          STATION RECOVERY (1987)
 FE1832
 FE1832'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1832'RECOVERED IN GOOD CONDITION.
 FE1832
 FE1832                          STATION RECOVERY (2002)
 FE1832
 FE1832'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1832'THE POST OFFICE IN DESCRIPTION IS NOW A FEDERAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0112 ***********************************************************************
 GG0112  DESIGNATION -  Q 34
 GG0112  PID         -  GG0112
 GG0112  STATE/COUNTY-  AR/BENTON
 GG0112  USGS QUAD   -  GRAVETTE (1981)
 GG0112
 GG0112                         *CURRENT SURVEY CONTROL
 GG0112  ___________________________________________________________________
 GG0112* NAD 83(1986)-  36 25 17.     (N)    094 26 40.     (W)     SCALED    
 GG0112* NAVD 88     -       375.270  (meters)    1231.20   (feet)  ADJUSTED  
 GG0112  ___________________________________________________________________
 GG0112  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GG0112  DYNAMIC HT  -         374.954 (meters)    1230.16  (feet)  COMP
 GG0112  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GG0112
 GG0112  VERT ORDER  -  SECOND    CLASS 0
 GG0112
 GG0112.The horizontal coordinates were scaled from a topographic map and have
 GG0112.an estimated accuracy of +/- 6 seconds.
 GG0112
 GG0112.The orthometric height was determined by differential leveling
 GG0112.and adjusted by the National Geodetic Survey in June 1991..
 GG0112
 GG0112.The geoid height was determined by GEOID03.
 GG0112
 GG0112.The dynamic height is computed by dividing the NAVD 88
 GG0112.geopotential number by the normal gravity value computed on the
 GG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0112.degrees latitude (g = 980.6199 gals.).
 GG0112
 GG0112.The modeled gravity was interpolated from observed gravity values.
 GG0112
 GG0112;                    North         East    Units  Estimated Accuracy
 GG0112;SPC AR N     -   234,390.      180,790.      MT  (+/- 180 meters Scaled)
 GG0112
 GG0112                          SUPERSEDED SURVEY CONTROL
 GG0112
 GG0112  NGVD 29 (??/??/92)  375.14   (m)         1230.8    (f) COMPUTED    2 0
 GG0112
 GG0112.Superseded values are not recommended for survey control.
 GG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0112.See file dsdata.txt to determine how the superseded data were derived.
 GG0112
 GG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA705316(NAD 83)
 GG0112_MARKER: DB = BENCH MARK DISK
 GG0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0112_SP_SET: STEP
 GG0112_STAMPING: Q 34 1934
 GG0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0112
 GG0112  HISTORY     - Date     Condition        Report By
 GG0112  HISTORY     - 1934     MONUMENTED       CGS
 GG0112  HISTORY     - 1960     GOOD             NGS
 GG0112  HISTORY     - 1987     GOOD             USPSQD
 GG0112  HISTORY     - 1988     GOOD             USPSQD
 GG0112  HISTORY     - 1988     GOOD             USPSQD
 GG0112  HISTORY     - 1989     GOOD             USPSQD
 GG0112  HISTORY     - 1990     GOOD             USPSQD
 GG0112
 GG0112                          STATION DESCRIPTION
 GG0112
 GG0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0112'AT GRAVETTE.
 GG0112'THIS MARK WAS RECOVERED AT THE KINDLEY MEMORIAL PARK, ABOUT 0.2
 GG0112'MILE EAST OF THE BUSINESS DISTRICT AND AT THE SOUTH END OF THE WEST
 GG0112'STEP OF A CONCRETE AND STUCCO BAND STAND.
 GG0112
 GG0112                          STATION RECOVERY (1987)
 GG0112
 GG0112'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0112'RECOVERED IN GOOD CONDITION.
 GG0112
 GG0112                          STATION RECOVERY (1988)
 GG0112
 GG0112'RECOVERY NOTE BY US POWER SQUADRON 1988 (MDW)
 GG0112'RECOVERED IN GOOD CONDITION.
 GG0112
 GG0112                          STATION RECOVERY (1988)
 GG0112
 GG0112'RECOVERY NOTE BY US POWER SQUADRON 1988 (JC)
 GG0112'RECOVERED IN GOOD CONDITION.
 GG0112
 GG0112                          STATION RECOVERY (1989)
 GG0112
 GG0112'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 GG0112'RECOVERED IN GOOD CONDITION.
 GG0112
 GG0112                          STATION RECOVERY (1990)
 GG0112
 GG0112'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDW)
 GG0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0327 ***********************************************************************
 GF0327  DESIGNATION -  Q 35
 GF0327  PID         -  GF0327
 GF0327  STATE/COUNTY-  AR/BOONE
 GF0327  USGS QUAD   -  OMAHA (1967)
 GF0327
 GF0327                         *CURRENT SURVEY CONTROL
 GF0327  ___________________________________________________________________
 GF0327* NAD 83(1986)-  36 25 10.     (N)    093 09 50.     (W)     SCALED    
 GF0327* NAVD 88     -       311.819  (meters)    1023.03   (feet)  ADJUSTED  
 GF0327  ___________________________________________________________________
 GF0327  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GF0327  DYNAMIC HT  -         311.545 (meters)    1022.13  (feet)  COMP
 GF0327  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 GF0327
 GF0327  VERT ORDER  -  SECOND    CLASS 0
 GF0327
 GF0327.The horizontal coordinates were scaled from a topographic map and have
 GF0327.an estimated accuracy of +/- 6 seconds.
 GF0327
 GF0327.The orthometric height was determined by differential leveling
 GF0327.and adjusted by the National Geodetic Survey in June 1991..
 GF0327
 GF0327.The geoid height was determined by GEOID03.
 GF0327
 GF0327.The dynamic height is computed by dividing the NAVD 88
 GF0327.geopotential number by the normal gravity value computed on the
 GF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0327.degrees latitude (g = 980.6199 gals.).
 GF0327
 GF0327.The modeled gravity was interpolated from observed gravity values.
 GF0327
 GF0327;                    North         East    Units  Estimated Accuracy
 GF0327;SPC AR N     -   232,070.      295,620.      MT  (+/- 180 meters Scaled)
 GF0327
 GF0327                          SUPERSEDED SURVEY CONTROL
 GF0327
 GF0327  NGVD 29 (??/??/92)  311.690  (m)         1022.60   (f) ADJ UNCH    2 0
 GF0327
 GF0327.Superseded values are not recommended for survey control.
 GF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0327.See file dsdata.txt to determine how the superseded data were derived.
 GF0327
 GF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA853304(NAD 83)
 GF0327_MARKER: DB = BENCH MARK DISK
 GF0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0327_SP_SET: BRIDGE
 GF0327_STAMPING: Q-35 1934
 GF0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0327
 GF0327  HISTORY     - Date     Condition        Report By
 GF0327  HISTORY     - 1934     MONUMENTED       CGS
 GF0327
 GF0327                          STATION DESCRIPTION
 GF0327
 GF0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0327'3.2 MI S FROM CRICKETT.
 GF0327'3.2 MILES SOUTH OF ALONG MISSOURI PACIFIC R.R. FROM STATION
 GF0327'180 FEET SOUTHEAST OF POLE 429-20, AT STEEL BRIDGE NO. 140,
 GF0327'IN THE TOP OF THE WEST END OF THE NORTH WING-WALL OF BRIDGE,
 GF0327'10 FEET SOUTHWEST OF CENTERLINE OF RAILROAD.  TABLET SET IN
 GF0327'TOP OF A CONCRETE WINGWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0082 ***********************************************************************
 GF0082  DESIGNATION -  Q 36
 GF0082  PID         -  GF0082
 GF0082  STATE/COUNTY-  AR/BAXTER
 GF0082  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0082
 GF0082                         *CURRENT SURVEY CONTROL
 GF0082  ___________________________________________________________________
 GF0082* NAD 83(1986)-  36 21 38.     (N)    092 28 01.     (W)     SCALED    
 GF0082* NAVD 88     -       252.556  (meters)     828.59   (feet)  ADJUSTED  
 GF0082  ___________________________________________________________________
 GF0082  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0082  DYNAMIC HT  -         252.341 (meters)     827.89  (feet)  COMP
 GF0082  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 GF0082
 GF0082  VERT ORDER  -  SECOND    CLASS 0
 GF0082
 GF0082.The horizontal coordinates were scaled from a topographic map and have
 GF0082.an estimated accuracy of +/- 6 seconds.
 GF0082
 GF0082.The orthometric height was determined by differential leveling
 GF0082.and adjusted by the National Geodetic Survey in June 1991..
 GF0082
 GF0082.The geoid height was determined by GEOID03.
 GF0082
 GF0082.The dynamic height is computed by dividing the NAVD 88
 GF0082.geopotential number by the normal gravity value computed on the
 GF0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0082.degrees latitude (g = 980.6199 gals.).
 GF0082
 GF0082.The modeled gravity was interpolated from observed gravity values.
 GF0082
 GF0082;                    North         East    Units  Estimated Accuracy
 GF0082;SPC AR N     -   225,010.      358,090.      MT  (+/- 180 meters Scaled)
 GF0082
 GF0082                          SUPERSEDED SURVEY CONTROL
 GF0082
 GF0082  NGVD 29 (??/??/92)  252.439  (m)          828.21   (f) ADJ UNCH    2 0
 GF0082
 GF0082.Superseded values are not recommended for survey control.
 GF0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0082.See file dsdata.txt to determine how the superseded data were derived.
 GF0082
 GF0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA478240(NAD 83)
 GF0082_MARKER: DB = BENCH MARK DISK
 GF0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0082_STAMPING: Q-36 1934
 GF0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0082+STABILITY: SURFACE MOTION
 GF0082
 GF0082  HISTORY     - Date     Condition        Report By
 GF0082  HISTORY     - 1934     MONUMENTED       CGS
 GF0082  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0082
 GF0082                          STATION DESCRIPTION
 GF0082
 GF0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0082'5.8 MI NE FROM GASSVILLE.
 GF0082'5.8 MILES NORTHEAST OF ALONG ST. HWY 125 FROM CEMETERY AT
 GF0082'J.L. LONONS FARMHOUSE, 115 FEET WEST OF FENCE CORNER AT THE
 GF0082'SOUTHEAST CORNER OF FARMYARD, 46.5 FEET NORTH OF HIGHWAY CENTERLINE,
 GF0082'1 FOOT SOUTH OF PROPERTY-LINE FENCE.  TABLET SET IN PRECAST
 GF0082'CONCRETE POST.
 GF0082
 GF0082                          STATION RECOVERY (1965)
 GF0082
 GF0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0133 ***********************************************************************
 GF0133  DESIGNATION -  Q 37
 GF0133  PID         -  GF0133
 GF0133  STATE/COUNTY-  AR/MARION
 GF0133  USGS QUAD   -  COTTER SW (1972)
 GF0133
 GF0133                         *CURRENT SURVEY CONTROL
 GF0133  ___________________________________________________________________
 GF0133* NAD 83(1986)-  36 15 55.     (N)    092 40 26.     (W)     SCALED    
 GF0133* NAVD 88     -       257.056  (meters)     843.36   (feet)  ADJUSTED  
 GF0133  ___________________________________________________________________
 GF0133  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GF0133  DYNAMIC HT  -         256.833 (meters)     842.63  (feet)  COMP
 GF0133  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 GF0133
 GF0133  VERT ORDER  -  SECOND    CLASS 0
 GF0133
 GF0133.The horizontal coordinates were scaled from a topographic map and have
 GF0133.an estimated accuracy of +/- 6 seconds.
 GF0133
 GF0133.The orthometric height was determined by differential leveling
 GF0133.and adjusted by the National Geodetic Survey in June 1991..
 GF0133
 GF0133.The geoid height was determined by GEOID03.
 GF0133
 GF0133.The dynamic height is computed by dividing the NAVD 88
 GF0133.geopotential number by the normal gravity value computed on the
 GF0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0133.degrees latitude (g = 980.6199 gals.).
 GF0133
 GF0133.The modeled gravity was interpolated from observed gravity values.
 GF0133
 GF0133;                    North         East    Units  Estimated Accuracy
 GF0133;SPC AR N     -   214,550.      339,440.      MT  (+/- 180 meters Scaled)
 GF0133
 GF0133                          SUPERSEDED SURVEY CONTROL
 GF0133
 GF0133  NGVD 29 (??/??/92)  256.938  (m)          842.97   (f) ADJ UNCH    2 0
 GF0133
 GF0133.Superseded values are not recommended for survey control.
 GF0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0133.See file dsdata.txt to determine how the superseded data were derived.
 GF0133
 GF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA292134(NAD 83)
 GF0133_MARKER: DB = BENCH MARK DISK
 GF0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0133_STAMPING: Q-37 1934
 GF0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0133+STABILITY: SURFACE MOTION
 GF0133
 GF0133  HISTORY     - Date     Condition        Report By
 GF0133  HISTORY     - 1934     MONUMENTED       CGS
 GF0133
 GF0133                          STATION DESCRIPTION
 GF0133
 GF0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0133'1.3 MI E FROM YELLVILLE.
 GF0133'ABOUT 295 FEET WEST OF POLE 390-30, 48 FEET NORTHWEST OF THE
 GF0133'INTERSECTION OF CENTERLINES OF RAILROAD AND GRADE CROSSING,
 GF0133'24 FEET NORTH OF RAILROAD CENTERLINE, 15 FEET WEST OF GRADE
 GF0133'CROSSING FENCE, 12 FEET SOUTHEAST OF POLE 390-32.  TABLET SET
 GF0133'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0071 ***********************************************************************
 GF0071  DESIGNATION -  Q 39
 GF0071  PID         -  GF0071
 GF0071  STATE/COUNTY-  AR/IZARD
 GF0071  USGS QUAD   -  BOSWELL (1980)
 GF0071
 GF0071                         *CURRENT SURVEY CONTROL
 GF0071  ___________________________________________________________________
 GF0071* NAD 83(1986)-  36 03 11.     (N)    092 04 21.     (W)     SCALED    
 GF0071* NAVD 88     -       108.068  (meters)     354.55   (feet)  ADJUSTED  
 GF0071  ___________________________________________________________________
 GF0071  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GF0071  DYNAMIC HT  -         107.977 (meters)     354.25  (feet)  COMP
 GF0071  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 GF0071
 GF0071  VERT ORDER  -  SECOND    CLASS 0
 GF0071
 GF0071.The horizontal coordinates were scaled from a topographic map and have
 GF0071.an estimated accuracy of +/- 6 seconds.
 GF0071
 GF0071.The orthometric height was determined by differential leveling
 GF0071.and adjusted by the National Geodetic Survey in June 1991..
 GF0071
 GF0071.The geoid height was determined by GEOID03.
 GF0071
 GF0071.The dynamic height is computed by dividing the NAVD 88
 GF0071.geopotential number by the normal gravity value computed on the
 GF0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0071.degrees latitude (g = 980.6199 gals.).
 GF0071
 GF0071.The modeled gravity was interpolated from observed gravity values.
 GF0071
 GF0071;                    North         East    Units  Estimated Accuracy
 GF0071;SPC AR N     -   190,800.      393,470.      MT  (+/- 180 meters Scaled)
 GF0071
 GF0071                          SUPERSEDED SURVEY CONTROL
 GF0071
 GF0071  NGVD 29 (??/??/92)  107.969  (m)          354.23   (f) ADJ UNCH    2 0
 GF0071
 GF0071.Superseded values are not recommended for survey control.
 GF0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0071.See file dsdata.txt to determine how the superseded data were derived.
 GF0071
 GF0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV835902(NAD 83)
 GF0071_MARKER: DB = BENCH MARK DISK
 GF0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0071_SP_SET: BRIDGE
 GF0071_STAMPING: Q-39 1934
 GF0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0071
 GF0071  HISTORY     - Date     Condition        Report By
 GF0071  HISTORY     - 1934     MONUMENTED       CGS
 GF0071
 GF0071                          STATION DESCRIPTION
 GF0071
 GF0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0071'6.3 MI SE FROM CALICO ROCK.
 GF0071'8.5 FEET NORTH OF RAILROAD CENTERLINE, 8 FEET SOUTH OF POLE
 GF0071'335-4, IN TOP OF NORTH END OF THE NORTH WING-WALL OF THE WEST
 GF0071'ABUTMENT OF BRIDGE NO. 52 OVER PINEY CREEK.  TABLET SET IN
 GF0071'CONCRETE WINGWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1030 ***********************************************************************
 EJ1030  DESIGNATION -  Q 40
 EJ1030  PID         -  EJ1030
 EJ1030  STATE/COUNTY-  AR/GARLAND
 EJ1030  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1030
 EJ1030                         *CURRENT SURVEY CONTROL
 EJ1030  ___________________________________________________________________
 EJ1030* NAD 83(1986)-  34 36 50.     (N)    093 22 11.     (W)     SCALED    
 EJ1030* NAVD 88     -       160.346  (meters)     526.07   (feet)  ADJUSTED  
 EJ1030  ___________________________________________________________________
 EJ1030  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 EJ1030  DYNAMIC HT  -         160.186 (meters)     525.54  (feet)  COMP
 EJ1030  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 EJ1030
 EJ1030  VERT ORDER  -  SECOND    CLASS 0
 EJ1030
 EJ1030.The horizontal coordinates were scaled from a topographic map and have
 EJ1030.an estimated accuracy of +/- 6 seconds.
 EJ1030
 EJ1030.The orthometric height was determined by differential leveling
 EJ1030.and adjusted by the National Geodetic Survey in June 1991..
 EJ1030
 EJ1030.The geoid height was determined by GEOID03.
 EJ1030
 EJ1030.The dynamic height is computed by dividing the NAVD 88
 EJ1030.geopotential number by the normal gravity value computed on the
 EJ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1030.degrees latitude (g = 980.6199 gals.).
 EJ1030
 EJ1030.The modeled gravity was interpolated from observed gravity values.
 EJ1030
 EJ1030;                    North         East    Units  Estimated Accuracy
 EJ1030;SPC AR S     -   616,820.      274,380.      MT  (+/- 180 meters Scaled)
 EJ1030
 EJ1030                          SUPERSEDED SURVEY CONTROL
 EJ1030
 EJ1030  NGVD 29 (??/??/92)  160.309  (m)          525.95   (f) ADJ UNCH    2 0
 EJ1030
 EJ1030.Superseded values are not recommended for survey control.
 EJ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1030.See file dsdata.txt to determine how the superseded data were derived.
 EJ1030
 EJ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU661302(NAD 83)
 EJ1030_MARKER: DB = BENCH MARK DISK
 EJ1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1030_STAMPING: Q 40 1935
 EJ1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1030+STABILITY: SURFACE MOTION
 EJ1030
 EJ1030  HISTORY     - Date     Condition        Report By
 EJ1030  HISTORY     - 1935     MONUMENTED       CGS
 EJ1030
 EJ1030                          STATION DESCRIPTION
 EJ1030
 EJ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1030'2.0 MI W FROM BUCKVILLE.
 EJ1030'2.0 MILES WEST ALONG THE WOODVILLE SCHOOL ROAD FROM THE JUNCTION OF
 EJ1030'THE AVANT ROAD AT BUCKVILLE, GARLAND COUNTY, 200 FEET NORTH OF THE
 EJ1030'G.F. MELTON FARMHOUSE, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 EJ1030'12 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO THE
 EJ1030'FARMHOUSE, AND 1.5 FEET NORTHEAST OF A NORTHEAST FENCE CORNER.  A
 EJ1030'STANDARD DISK, STAMPED Q 40 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1030'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0303 ***********************************************************************
 GE0303  DESIGNATION -  Q 41
 GE0303  PID         -  GE0303
 GE0303  STATE/COUNTY-  AR/RANDOLPH
 GE0303  USGS QUAD   -  MAYNARD (1968)
 GE0303
 GE0303                         *CURRENT SURVEY CONTROL
 GE0303  ___________________________________________________________________
 GE0303* NAD 83(1986)-  36 25 09.     (N)    090 53 50.     (W)     SCALED    
 GE0303* NAVD 88     -       116.254  (meters)     381.41   (feet)  ADJUSTED  
 GE0303  ___________________________________________________________________
 GE0303  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GE0303  DYNAMIC HT  -         116.159 (meters)     381.10  (feet)  COMP
 GE0303  MODELED GRAV-     979,817.8   (mgal)                       NAVD 88
 GE0303
 GE0303  VERT ORDER  -  SECOND    CLASS 0
 GE0303
 GE0303.The horizontal coordinates were scaled from a topographic map and have
 GE0303.an estimated accuracy of +/- 6 seconds.
 GE0303
 GE0303.The orthometric height was determined by differential leveling
 GE0303.and adjusted by the National Geodetic Survey in June 1991..
 GE0303
 GE0303.The geoid height was determined by GEOID03.
 GE0303
 GE0303.The dynamic height is computed by dividing the NAVD 88
 GE0303.geopotential number by the normal gravity value computed on the
 GE0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0303.degrees latitude (g = 980.6199 gals.).
 GE0303
 GE0303.The modeled gravity was interpolated from observed gravity values.
 GE0303
 GE0303;                    North         East    Units  Estimated Accuracy
 GE0303;SPC AR N     -   231,970.      498,900.      MT  (+/- 180 meters Scaled)
 GE0303
 GE0303                          SUPERSEDED SURVEY CONTROL
 GE0303
 GE0303  NGVD 29 (??/??/92)  116.180  (m)          381.17   (f) ADJ UNCH    2 0
 GE0303
 GE0303.Superseded values are not recommended for survey control.
 GE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0303.See file dsdata.txt to determine how the superseded data were derived.
 GE0303
 GE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA885324(NAD 83)
 GE0303_MARKER: DB = BENCH MARK DISK
 GE0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0303_SP_SET: CULVERT
 GE0303_STAMPING: Q 41 1934
 GE0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0303+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 GE0303
 GE0303  HISTORY     - Date     Condition        Report By
 GE0303  HISTORY     - 1934     MONUMENTED       CGS
 GE0303  HISTORY     - 20020914 GOOD             USACE
 GE0303
 GE0303                          STATION DESCRIPTION
 GE0303
 GE0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0303'AT MAYNARD.
 GE0303'AT MAYNARD, RANDOLPH COUNTY, 0.1 MILE SOUTH OF THE POST OFFICE,
 GE0303'115 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY
 GE0303'115 AND WALNUT STREET, AT 8 BY 6 BY 28 FOOT CONCRETE BOX CULVERT
 GE0303'350+85, IN THE TOP OF THE NORTH END OF THE CONCRETE HEAD WALL,
 GE0303'AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 41
 GE0303'1934.
 GE0303
 GE0303                          STATION RECOVERY (2002)
 GE0303
 GE0303'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1563 ***********************************************************************
 FF1563  DESIGNATION -  Q 42 RESET
 FF1563  PID         -  FF1563
 FF1563  STATE/COUNTY-  AR/INDEPENDENCE
 FF1563  USGS QUAD   -  JAMESTOWN (1981)
 FF1563
 FF1563                         *CURRENT SURVEY CONTROL
 FF1563  ___________________________________________________________________
 FF1563* NAD 83(1986)-  35 44 28.     (N)    091 41 42.     (W)     SCALED    
 FF1563* NAVD 88     -        81.07   (meters)     266.0    (feet)  RESET     
 FF1563  ___________________________________________________________________
 FF1563  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF1563
 FF1563  VERT ORDER  -  THIRD
 FF1563
 FF1563.The horizontal coordinates were scaled from a topographic map and have
 FF1563.an estimated accuracy of +/- 6 seconds.
 FF1563
 FF1563.The orthometric height was computed from unverified reset data.
 FF1563.No vertical observational check was made to the station.
 FF1563
 FF1563.The geoid height was determined by GEOID03.
 FF1563
 FF1563;                    North         East    Units  Estimated Accuracy
 FF1563;SPC AR N     -   156,220.      427,590.      MT  (+/- 180 meters Scaled)
 FF1563
 FF1563                          SUPERSEDED SURVEY CONTROL
 FF1563
 FF1563  NGVD 29 (??/??/??)   82.22   (m)          269.8    (f) RESET       3  
 FF1563
 FF1563.Superseded values are not recommended for survey control.
 FF1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1563.See file dsdata.txt to determine how the superseded data were derived.
 FF1563
 FF1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV180560(NAD 83)
 FF1563_MARKER: DB = BENCH MARK DISK
 FF1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1563_STAMPING: Q 42 RESET 1967
 FF1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1563+STABILITY: SURFACE MOTION
 FF1563
 FF1563  HISTORY     - Date     Condition        Report By
 FF1563  HISTORY     - 1967     MONUMENTED       CGS
 FF1563
 FF1563                          STATION DESCRIPTION
 FF1563
 FF1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1563'3.2 MI NE FROM LOCUST GROVE.
 FF1563'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FF1563'IN LOCUST GROVE, AT THE EAST END OF THE BRIDGE OVER GREEN BRIAR
 FF1563'CREEK, 78 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 25, 63 FEET
 FF1563'EAST OF THE EAST BANK OF GREEN BRIAR CREEK, 28 FEET EAST OF A
 FF1563'36 INCH PECAN TREE, 1.3 FEET WEST OF A METAL WITNESS POST AND
 FF1563'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI9336 ***********************************************************************
 AI9336  DESIGNATION -  Q 42 RESET
 AI9336  PID         -  AI9336
 AI9336  STATE/COUNTY-  AR/INDEPENDENCE
 AI9336  USGS QUAD   -  JAMESTOWN (1981)
 AI9336
 AI9336                         *CURRENT SURVEY CONTROL
 AI9336  ___________________________________________________________________
 AI9336* NAD 83(1986)-  35 44 20.     (N)    091 41 42.     (W)     SCALED    
 AI9336* NAVD 88     -        82.29   (meters)     270.0    (feet)  RESET     
 AI9336  ___________________________________________________________________
 AI9336  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AI9336
 AI9336  VERT ORDER  -  THIRD
 AI9336
 AI9336.The horizontal coordinates were scaled from a topographic map and have
 AI9336.an estimated accuracy of +/- 6 seconds.
 AI9336
 AI9336.The orthometric height was computed from unverified reset data.
 AI9336.No vertical observational check was made to the station.
 AI9336
 AI9336.The geoid height was determined by GEOID03.
 AI9336
 AI9336;                    North         East    Units  Estimated Accuracy
 AI9336;SPC AR N     -   155,980.      427,590.      MT  (+/- 180 meters Scaled)
 AI9336
 AI9336                          SUPERSEDED SURVEY CONTROL
 AI9336
 AI9336.No superseded survey control is available for this station.
 AI9336
 AI9336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV180557(NAD 83)
 AI9336_MARKER: DB = BENCH MARK DISK
 AI9336_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9336+WITH SETTING: PAVEMENT
 AI9336_SP_SET: BRIDGE FLOOR
 AI9336_STAMPING: Q 42 RESET 1967
 AI9336_MARK LOGO: CGS   
 AI9336_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9336+STABILITY: SURFACE MOTION
 AI9336
 AI9336  HISTORY     - Date     Condition        Report By
 AI9336  HISTORY     - 1967     MONUMENTED       ARHD
 AI9336
 AI9336                          STATION DESCRIPTION
 AI9336
 AI9336'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1967 (RHW)
 AI9336'3.2 MILES (5.1 KM) NORTHEAST ALONG STATE HIGHWAY NO 25 FROM THE POST
 AI9336'OFFICE AT LOCUST GROVE, IN THE TOP OF THE SOUTHWEST END OF THE CURB OF
 AI9336'THE CONCRETE BRIDGE OVER GREENBRIER CREEK, 19.5 FEET (5.9 M) SOUTH OF
 AI9336'THE BRIDGE CENTERLINE AND 9 INCHES ABOVE THE FLOOR OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1586 ***********************************************************************
 FF1586  DESIGNATION -  Q 43
 FF1586  PID         -  FF1586
 FF1586  STATE/COUNTY-  AR/INDEPENDENCE
 FF1586  USGS QUAD   -  BETHESDA (1989)
 FF1586
 FF1586                         *CURRENT SURVEY CONTROL
 FF1586  ___________________________________________________________________
 FF1586* NAD 83(1986)-  35 48 05.     (N)    091 51 46.     (W)     SCALED    
 FF1586* NAVD 88     -        91.324  (meters)     299.62   (feet)  ADJUSTED  
 FF1586  ___________________________________________________________________
 FF1586  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF1586  DYNAMIC HT  -          91.245 (meters)     299.36  (feet)  COMP
 FF1586  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 FF1586
 FF1586  VERT ORDER  -  SECOND    CLASS 0
 FF1586
 FF1586.The horizontal coordinates were scaled from a topographic map and have
 FF1586.an estimated accuracy of +/- 6 seconds.
 FF1586
 FF1586.The orthometric height was determined by differential leveling
 FF1586.and adjusted by the National Geodetic Survey in June 1991..
 FF1586
 FF1586.The geoid height was determined by GEOID03.
 FF1586
 FF1586.The dynamic height is computed by dividing the NAVD 88
 FF1586.geopotential number by the normal gravity value computed on the
 FF1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1586.degrees latitude (g = 980.6199 gals.).
 FF1586
 FF1586.The modeled gravity was interpolated from observed gravity values.
 FF1586
 FF1586;                    North         East    Units  Estimated Accuracy
 FF1586;SPC AR N     -   162,880.      412,400.      MT  (+/- 180 meters Scaled)
 FF1586
 FF1586                          SUPERSEDED SURVEY CONTROL
 FF1586
 FF1586  NGVD 29 (??/??/??)   91.239  (m)          299.34   (f) ADJUSTED    2 0
 FF1586
 FF1586.Superseded values are not recommended for survey control.
 FF1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1586.See file dsdata.txt to determine how the superseded data were derived.
 FF1586
 FF1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV027625(NAD 83)
 FF1586_MARKER: DB = BENCH MARK DISK
 FF1586_SETTING: 66 = SET IN ROCK OUTCROP
 FF1586_SP_SET: ROCK LEDGE
 FF1586_STAMPING: Q 43 1935
 FF1586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1586+STABILITY: POSITION/ELEVATION WELL
 FF1586
 FF1586  HISTORY     - Date     Condition        Report By
 FF1586  HISTORY     - 1935     MONUMENTED       CGS
 FF1586
 FF1586                          STATION DESCRIPTION
 FF1586
 FF1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1586'1.8 MI N FROM O NEAL.
 FF1586'1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1586'STATION AT O NEAL, INDEPENDENCE COUNTY, 25.5 FEET SOUTH OF THE
 FF1586'TWENTY-THIRD POLE NORTH OF MILEPOST 300, AT THE SOUTH END OF
 FF1586'A LIMESTONE OUTCROP, 30 FEET EAST OF THE CENTER LINE OF THE
 FF1586'TRACK, AND IN THE TOP OF A LIMESTONE LEDGE, ABOUT 1 FOOT HIGHER
 FF1586'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED Q 43 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0496 ***********************************************************************
 GE0496  DESIGNATION -  Q 44
 GE0496  PID         -  GE0496
 GE0496  STATE/COUNTY-  AR/LAWRENCE
 GE0496  USGS QUAD   -  EATON (1981)
 GE0496
 GE0496                         *CURRENT SURVEY CONTROL
 GE0496  ___________________________________________________________________
 GE0496* NAD 83(1986)-  36 04 51.     (N)    091 07 36.     (W)     SCALED    
 GE0496* NAVD 88     -        96.000  (meters)     314.96   (feet)  ADJUSTED  
 GE0496  ___________________________________________________________________
 GE0496  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GE0496  DYNAMIC HT  -          95.921 (meters)     314.70  (feet)  COMP
 GE0496  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 GE0496
 GE0496  VERT ORDER  -  SECOND    CLASS 0
 GE0496
 GE0496.The horizontal coordinates were scaled from a topographic map and have
 GE0496.an estimated accuracy of +/- 6 seconds.
 GE0496
 GE0496.The orthometric height was determined by differential leveling
 GE0496.and adjusted by the National Geodetic Survey in June 1991..
 GE0496
 GE0496.The geoid height was determined by GEOID03.
 GE0496
 GE0496.The dynamic height is computed by dividing the NAVD 88
 GE0496.geopotential number by the normal gravity value computed on the
 GE0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0496.degrees latitude (g = 980.6199 gals.).
 GE0496
 GE0496.The modeled gravity was interpolated from observed gravity values.
 GE0496
 GE0496;                    North         East    Units  Estimated Accuracy
 GE0496;SPC AR N     -   194,220.      478,660.      MT  (+/- 180 meters Scaled)
 GE0496
 GE0496                          SUPERSEDED SURVEY CONTROL
 GE0496
 GE0496  NGVD 29 (??/??/92)   95.909  (m)          314.66   (f) ADJ UNCH    2 0
 GE0496
 GE0496.Superseded values are not recommended for survey control.
 GE0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0496.See file dsdata.txt to determine how the superseded data were derived.
 GE0496
 GE0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV686945(NAD 83)
 GE0496_MARKER: DB = BENCH MARK DISK
 GE0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0496_STAMPING: Q 44 1935
 GE0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0496+STABILITY: SURFACE MOTION
 GE0496
 GE0496  HISTORY     - Date     Condition        Report By
 GE0496  HISTORY     - 1935     MONUMENTED       CGS
 GE0496  HISTORY     - 1949     POOR             NGS
 GE0496
 GE0496                          STATION DESCRIPTION
 GE0496
 GE0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GE0496'0.5 MI SW FROM POWHATAN.
 GE0496'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE CHURCH AT
 GE0496'POWHATAN, ABOUT 0.5 MILE SOUTHWEST OF THE COURTHOUSE, 0.2 MILE
 GE0496'WEST OF A SMALL WOODEN BRIDGE, AT THE SUMMIT OF THE EAST SLOPE
 GE0496'OF A HILL, 225 FEET EAST OF A BLAZED OAK TREE, 54 FEET SOUTH
 GE0496'OF THE CENTERLINE OF THE HIGHWAY, 180 FEET EAST OF THE JUNCTION
 GE0496'WITH A DIM ROAD LEADING SOUTH, 41.3 FEET NORTH OF THE CENTERLINE
 GE0496'OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE PROPERTY-LINE FENCE.  A
 GE0496'STANDARD DISK, STAMPED Q 44 1935 AND SET IN THE TOP OF A CONCRETE
 GE0496'POST.  NOTE-- DISK IS MOVEABLE BUT STILL IMBEDDED.  MARK IS
 GE0496'PRESENT CONDITION IS GOOD FOR ELEVATION TO 0.05 FOOT BUT DISK
 GE0496'WILL PROBABLY BE TORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0227 ***********************************************************************
 FH0227  DESIGNATION -  Q 45
 FH0227  PID         -  FH0227
 FH0227  STATE/COUNTY-  AR/SCOTT
 FH0227  USGS QUAD   -  ABBOTT (1987)
 FH0227
 FH0227                         *CURRENT SURVEY CONTROL
 FH0227  ___________________________________________________________________
 FH0227* NAD 83(1986)-  35 05 16.     (N)    094 09 34.     (W)     SCALED    
 FH0227* NAVD 88     -       194.338  (meters)     637.59   (feet)  ADJUSTED  
 FH0227  ___________________________________________________________________
 FH0227  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FH0227  DYNAMIC HT  -         194.144 (meters)     636.95  (feet)  COMP
 FH0227  MODELED GRAV-     979,633.0   (mgal)                       NAVD 88
 FH0227
 FH0227  VERT ORDER  -  SECOND    CLASS 0
 FH0227
 FH0227.The horizontal coordinates were scaled from a topographic map and have
 FH0227.an estimated accuracy of +/- 6 seconds.
 FH0227
 FH0227.The orthometric height was determined by differential leveling
 FH0227.and adjusted by the National Geodetic Survey in June 1991..
 FH0227
 FH0227.The geoid height was determined by GEOID03.
 FH0227
 FH0227.The dynamic height is computed by dividing the NAVD 88
 FH0227.geopotential number by the normal gravity value computed on the
 FH0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0227.degrees latitude (g = 980.6199 gals.).
 FH0227
 FH0227.The modeled gravity was interpolated from observed gravity values.
 FH0227
 FH0227;                    North         East    Units  Estimated Accuracy
 FH0227;SPC AR N     -    85,860.      203,100.      MT  (+/- 180 meters Scaled)
 FH0227
 FH0227                          SUPERSEDED SURVEY CONTROL
 FH0227
 FH0227  NGVD 29 (??/??/92)  194.234  (m)          637.25   (f) ADJ UNCH    2 0
 FH0227
 FH0227.Superseded values are not recommended for survey control.
 FH0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0227.See file dsdata.txt to determine how the superseded data were derived.
 FH0227
 FH0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU943833(NAD 83)
 FH0227_MARKER: DB = BENCH MARK DISK
 FH0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0227_STAMPING: Q-45 1934
 FH0227_MARK LOGO: CGS   
 FH0227_PROJECTION: PROJECTING 12 CENTIMETERS
 FH0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0227+STABILITY: SURFACE MOTION
 FH0227
 FH0227  HISTORY     - Date     Condition        Report By
 FH0227  HISTORY     - 1934     MONUMENTED       CGS
 FH0227  HISTORY     - 1959     GOOD             NGS
 FH0227  HISTORY     - 1985     GOOD             NGS
 FH0227
 FH0227                          STATION DESCRIPTION
 FH0227
 FH0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0227'2.2 MI E FROM ABBOTT.
 FH0227'2.2 MILES EAST OF, ALONG C.R.I. AND P.RY. FROM STATION, ABOUT 0.3
 FH0227'MILE WEST OF M.P. 266, ABOUT 0.15 MILE EAST OF RAILROAD TRESTLE,
 FH0227'ABOUT 110 FEET NORTHWEST OF CENTERLINE OF FARM ROAD AT RAILROAD
 FH0227'CROSSING, 52.2 FEET NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND
 FH0227'AND PACIFIC R.R., 2.4 FEET NORTHEAST OF SOUTHWEST FENCE CORNER,
 FH0227'2 FEET EAST OF FENCE RUNNING NORTH-SOUTH, 1.5 FEET NORTH OF FENCE
 FH0227'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FH0227
 FH0227                          STATION RECOVERY (1959)
 FH0227
 FH0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0227'RECOVERED IN GOOD CONDITION.
 FH0227
 FH0227                          STATION RECOVERY (1985)
 FH0227
 FH0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0227'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.   NEW
 FH0227'DESCRIPTION AS FOLLOWS.  5.4 KM (3.35 MI) EAST ALONG U.S. HIGHWAY 71
 FH0227'FROM THE JUNCTION OF STATE HIGHWAY 96 LOCATED IN THE NORTH EDGE OF
 FH0227'MANSFIELD, THENCE 0.5 KM (0.35 MI) NORTH ALONG A GRAVEL ROAD, THENCE
 FH0227'3.8 KM (2.35 MI) EAST-NORTHEAST ALONG A DIRT ROAD LEADING TO AN
 FH0227'ABANDONED FARM HOUSE ON THE NORTH SIDE, THENCE 0.3 KM (0.2 MI)
 FH0227'NORTHERLY ALONG A TRACK ROAD THROUGH A PASTURE, AT THE CROSSING OF AN
 FH0227'OLD RAILROAD TRACK, MARK IS IN THE NORTHWEST ANGLE OF THE
 FH0227'INTERSECTION, 43.58 METERS (143.0 FT) WEST-NORTHWEST OF THE CENTER OF
 FH0227'THE ROAD CROSSING THE TRACKS, 18.10 METERS (59.4 FT) NORTH OF THE
 FH0227'NORTH RAIL OF THE TRACK, 6.40 METERS (21.0 FT) WEST OF A NORTH-SOUTH
 FH0227'FENCE LINE, AND 0.46 METERS (1.5 FT) NORTH OF AN EAST-WEST FENCE LINE.
 FH0227'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1286 ***********************************************************************
 FG1286  DESIGNATION -  Q 46
 FG1286  PID         -  FG1286
 FG1286  STATE/COUNTY-  AR/YELL
 FG1286  USGS QUAD   -  HAVANA (1966)
 FG1286
 FG1286                         *CURRENT SURVEY CONTROL
 FG1286  ___________________________________________________________________
 FG1286* NAD 83(1986)-  35 06 36.     (N)    093 31 45.     (W)     SCALED    
 FG1286* NAVD 88     -       114.959  (meters)     377.16   (feet)  ADJUSTED  
 FG1286  ___________________________________________________________________
 FG1286  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FG1286  DYNAMIC HT  -         114.847 (meters)     376.79  (feet)  COMP
 FG1286  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 FG1286
 FG1286  VERT ORDER  -  SECOND    CLASS 0
 FG1286
 FG1286.The horizontal coordinates were scaled from a topographic map and have
 FG1286.an estimated accuracy of +/- 6 seconds.
 FG1286
 FG1286.The orthometric height was determined by differential leveling
 FG1286.and adjusted by the National Geodetic Survey in June 1991..
 FG1286
 FG1286.The geoid height was determined by GEOID03.
 FG1286
 FG1286.The dynamic height is computed by dividing the NAVD 88
 FG1286.geopotential number by the normal gravity value computed on the
 FG1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1286.degrees latitude (g = 980.6199 gals.).
 FG1286
 FG1286.The modeled gravity was interpolated from observed gravity values.
 FG1286
 FG1286;                    North         East    Units  Estimated Accuracy
 FG1286;SPC AR N     -    87,250.      260,600.      MT  (+/- 180 meters Scaled)
 FG1286
 FG1286                          SUPERSEDED SURVEY CONTROL
 FG1286
 FG1286  NGVD 29 (??/??/92)  114.908  (m)          376.99   (f) ADJ UNCH    2 0
 FG1286
 FG1286.Superseded values are not recommended for survey control.
 FG1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1286.See file dsdata.txt to determine how the superseded data were derived.
 FG1286
 FG1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU517853(NAD 83)
 FG1286_MARKER: DB = BENCH MARK DISK
 FG1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1286_STAMPING: Q 46 1934 376.994
 FG1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1286+STABILITY: SURFACE MOTION
 FG1286
 FG1286  HISTORY     - Date     Condition        Report By
 FG1286  HISTORY     - 1934     MONUMENTED       CGS
 FG1286  HISTORY     - 1964     GOOD             NGS
 FG1286
 FG1286                          STATION DESCRIPTION
 FG1286
 FG1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FG1286'IN HAVANA.
 FG1286'HAVANA, IN THE TOWN OF, AT A STREET CROSSING, 21 FEET NORTH OF
 FG1286'CENTERLINE OF C, RI AND P RR TRACKS, 10 FEET WEST OF WEST EDGE OF
 FG1286'CONCRETE SIDEWALK, 3 FEET SOUTH OF A STANDARD ENAMELLED STEEL WITNESS
 FG1286'SIGN, IN CONCRETE POST FLUSH WITH GROUND.  A STANDARD TABLET STAMPED Q
 FG1286'46 1934 376.994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0956 ***********************************************************************
 FG0956  DESIGNATION -  Q 47
 FG0956  PID         -  FG0956
 FG0956  STATE/COUNTY-  AR/POPE
 FG0956  USGS QUAD   -  TREAT (1980)
 FG0956
 FG0956                         *CURRENT SURVEY CONTROL
 FG0956  ___________________________________________________________________
 FG0956* NAD 83(1986)-  35 31 54.     (N)    093 07 52.     (W)     SCALED    
 FG0956* NAVD 88     -       310.295  (meters)    1018.03   (feet)  ADJUSTED  
 FG0956  ___________________________________________________________________
 FG0956  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FG0956  DYNAMIC HT  -         309.997 (meters)    1017.05  (feet)  COMP
 FG0956  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 FG0956
 FG0956  VERT ORDER  -  SECOND    CLASS 0
 FG0956
 FG0956.The horizontal coordinates were scaled from a topographic map and have
 FG0956.an estimated accuracy of +/- 6 seconds.
 FG0956
 FG0956.The orthometric height was determined by differential leveling
 FG0956.and adjusted by the National Geodetic Survey in June 1991..
 FG0956
 FG0956.The geoid height was determined by GEOID03.
 FG0956
 FG0956.The dynamic height is computed by dividing the NAVD 88
 FG0956.geopotential number by the normal gravity value computed on the
 FG0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0956.degrees latitude (g = 980.6199 gals.).
 FG0956
 FG0956.The modeled gravity was interpolated from observed gravity values.
 FG0956
 FG0956;                    North         East    Units  Estimated Accuracy
 FG0956;SPC AR N     -   133,530.      297,420.      MT  (+/- 180 meters Scaled)
 FG0956
 FG0956                          SUPERSEDED SURVEY CONTROL
 FG0956
 FG0956  NGVD 29 (??/??/92)  310.243  (m)         1017.86   (f) ADJ UNCH    2 0
 FG0956
 FG0956.Superseded values are not recommended for survey control.
 FG0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0956.See file dsdata.txt to determine how the superseded data were derived.
 FG0956
 FG0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV881320(NAD 83)
 FG0956_MARKER: DB = BENCH MARK DISK
 FG0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0956_STAMPING: R 47 1934
 FG0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0956+STABILITY: SURFACE MOTION
 FG0956
 FG0956  HISTORY     - Date     Condition        Report By
 FG0956  HISTORY     - 1934     MONUMENTED       CGS
 FG0956  HISTORY     - 1935     GOOD             NGS
 FG0956
 FG0956                          STATION DESCRIPTION
 FG0956
 FG0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0956'13.0 MI NW FROM DOVER.
 FG0956'13.0 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT
 FG0956'DOVER, 0.1 MILE NORTHEAST OF A TENANT HOUSE, 125 FEET EAST OF THE
 FG0956'JUNCTION WITH A FARM ROAD LEADING NORTHEAST, 55.9 FEET NORTH OF THE
 FG0956'CENTER LINE OF THE HIGHWAY, 49.2 FEET SOUTH OF THE CENTER LINE OF A
 FG0956'FARM ROAD, 23.4 FEET NORTH OF THE SOUTHWEST CORNER OF A PASTURE FENCE,
 FG0956'AND 1.6 FEET WEST OF A NORTH-AND-SOUTH FENCE.  SET IN THE TOP OF A
 FG0956'CONCRETE POST.
 FG0956
 FG0956                          STATION RECOVERY (1935)
 FG0956
 FG0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0500 ***********************************************************************
 FG0500  DESIGNATION -  Q 48
 FG0500  PID         -  FG0500
 FG0500  STATE/COUNTY-  AR/VAN BUREN
 FG0500  USGS QUAD   -  SCOTLAND (1965)
 FG0500
 FG0500                         *CURRENT SURVEY CONTROL
 FG0500  ___________________________________________________________________
 FG0500* NAD 83(1986)-  35 34 34.     (N)    092 30 40.     (W)     SCALED    
 FG0500* NAVD 88     -       172.031  (meters)     564.40   (feet)  ADJUSTED  
 FG0500  ___________________________________________________________________
 FG0500  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0500  DYNAMIC HT  -         171.873 (meters)     563.89  (feet)  COMP
 FG0500  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 FG0500
 FG0500  VERT ORDER  -  SECOND    CLASS 0
 FG0500
 FG0500.The horizontal coordinates were scaled from a topographic map and have
 FG0500.an estimated accuracy of +/- 6 seconds.
 FG0500
 FG0500.The orthometric height was determined by differential leveling
 FG0500.and adjusted by the National Geodetic Survey in June 1991..
 FG0500
 FG0500.The geoid height was determined by GEOID03.
 FG0500
 FG0500.The dynamic height is computed by dividing the NAVD 88
 FG0500.geopotential number by the normal gravity value computed on the
 FG0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0500.degrees latitude (g = 980.6199 gals.).
 FG0500
 FG0500.The modeled gravity was interpolated from observed gravity values.
 FG0500
 FG0500;                    North         East    Units  Estimated Accuracy
 FG0500;SPC AR N     -   138,000.      353,670.      MT  (+/- 180 meters Scaled)
 FG0500
 FG0500                          SUPERSEDED SURVEY CONTROL
 FG0500
 FG0500  NGVD 29 (??/??/92)  171.963  (m)          564.18   (f) ADJ UNCH    2 0
 FG0500
 FG0500.Superseded values are not recommended for survey control.
 FG0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0500.See file dsdata.txt to determine how the superseded data were derived.
 FG0500
 FG0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV442370(NAD 83)
 FG0500_MARKER: DB = BENCH MARK DISK
 FG0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0500_STAMPING: Q-48 1934
 FG0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0500+STABILITY: SURFACE MOTION
 FG0500
 FG0500  HISTORY     - Date     Condition        Report By
 FG0500  HISTORY     - 1934     MONUMENTED       CGS
 FG0500  HISTORY     - 1935     GOOD             NGS
 FG0500  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG0500
 FG0500                          STATION DESCRIPTION
 FG0500
 FG0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0500'3.7 MI W FROM CLINTON.
 FG0500'3.7 MILES WEST OF CLINTON, FROM JCT. OF HWYS. U.S. 65 AND ST. 95.
 FG0500'ALONG STATE HWY. NO. 95.  ABOUT .25 MILE WEST OF J.A. OLIGERS FARM
 FG0500'HOUSE.  82 FEET WEST OF NORTHWEST CORNER OF HIGHWAY BRIDGE OVER
 FG0500'SOUTHFORK CREEK.  64.9 FEET NORTH OF CENTERLINE OF STATE HWY. NO. 95.
 FG0500'51.4 FEET NORTHWEST OF CENTERLINE OF JUNCTION OF HIGHWAY AND FARM
 FG0500'ROAD.  22.7 FEET WEST OF CENTERLINE OF FARM ROAD.  TABLET SET IN
 FG0500'PRECAST CONCRETE POST.
 FG0500
 FG0500                          STATION RECOVERY (1963)
 FG0500
 FG0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0329 ***********************************************************************
 FG0329  DESIGNATION -  Q 49
 FG0329  PID         -  FG0329
 FG0329  STATE/COUNTY-  AR/CONWAY
 FG0329  USGS QUAD   -  MORRILTON EAST (1990)
 FG0329
 FG0329                         *CURRENT SURVEY CONTROL
 FG0329  ___________________________________________________________________
 FG0329* NAD 83(1986)-  35 09 22.     (N)    092 40 25.     (W)     SCALED    
 FG0329* NAVD 88     -       104.886  (meters)     344.11   (feet)  ADJUSTED  
 FG0329  ___________________________________________________________________
 FG0329  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FG0329  DYNAMIC HT  -         104.788 (meters)     343.79  (feet)  COMP
 FG0329  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 FG0329
 FG0329  VERT ORDER  -  SECOND    CLASS 0
 FG0329
 FG0329.The horizontal coordinates were scaled from a topographic map and have
 FG0329.an estimated accuracy of +/- 6 seconds.
 FG0329
 FG0329.The orthometric height was determined by differential leveling
 FG0329.and adjusted by the National Geodetic Survey in June 1991..
 FG0329
 FG0329.The geoid height was determined by GEOID03.
 FG0329
 FG0329.The dynamic height is computed by dividing the NAVD 88
 FG0329.geopotential number by the normal gravity value computed on the
 FG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0329.degrees latitude (g = 980.6199 gals.).
 FG0329
 FG0329.The modeled gravity was interpolated from observed gravity values.
 FG0329
 FG0329;                    North         East    Units  Estimated Accuracy
 FG0329;SPC AR N     -    91,490.      338,630.      MT  (+/- 180 meters Scaled)
 FG0329
 FG0329                          SUPERSEDED SURVEY CONTROL
 FG0329
 FG0329  NGVD 29 (??/??/92)  104.903  (m)          344.17   (f) ADJ UNCH    2 0
 FG0329
 FG0329.Superseded values are not recommended for survey control.
 FG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0329.See file dsdata.txt to determine how the superseded data were derived.
 FG0329
 FG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU297904(NAD 83)
 FG0329_MARKER: DB = BENCH MARK DISK
 FG0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0329_STAMPING: Q 49 1934
 FG0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0329+STABILITY: SURFACE MOTION
 FG0329
 FG0329  HISTORY     - Date     Condition        Report By
 FG0329  HISTORY     - 1934     MONUMENTED       CGS
 FG0329  HISTORY     - 1967     GOOD             NGS
 FG0329
 FG0329                          STATION DESCRIPTION
 FG0329
 FG0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0329'1.8 MI W FROM PLUMERVILLE.
 FG0329'IT IS 1.8 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF U.S.
 FG0329'HIGHWAY 64 AND STATE HIGHWAY 92 IN PLUMERVILLE, 81 FEET NORTH OF THE
 FG0329'NORTH RAIL OF THE TRACK, 57 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 FG0329'64, 37 FEET NORTH OF A FENCE, 18 FEET SOUTH OF A FENCE, 25 FEET EAST
 FG0329'OF A LARGE BILLBOARD, 1 FOOT EAST OF A METAL WITNESS POST, IN A SMALL
 FG0329'ENCLOSURE FOR A PASTURE AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 FG0329'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0137 ***********************************************************************
 GG0137  DESIGNATION -  Q 50
 GG0137  PID         -  GG0137
 GG0137  STATE/COUNTY-  AR/WASHINGTON
 GG0137  USGS QUAD   -  WHEELER (1983)
 GG0137
 GG0137                         *CURRENT SURVEY CONTROL
 GG0137  ___________________________________________________________________
 GG0137* NAD 83(1986)-  36 01 16.     (N)    094 15 21.     (W)     SCALED    
 GG0137* NAVD 88     -       362.939  (meters)    1190.74   (feet)  ADJUSTED  
 GG0137  ___________________________________________________________________
 GG0137  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GG0137  DYNAMIC HT  -         362.612 (meters)    1189.67  (feet)  COMP
 GG0137  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GG0137
 GG0137  VERT ORDER  -  SECOND    CLASS 0
 GG0137
 GG0137.The horizontal coordinates were scaled from a topographic map and have
 GG0137.an estimated accuracy of +/- 6 seconds.
 GG0137
 GG0137.The orthometric height was determined by differential leveling
 GG0137.and adjusted by the National Geodetic Survey in June 1991..
 GG0137
 GG0137.The geoid height was determined by GEOID03.
 GG0137
 GG0137.The dynamic height is computed by dividing the NAVD 88
 GG0137.geopotential number by the normal gravity value computed on the
 GG0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0137.degrees latitude (g = 980.6199 gals.).
 GG0137
 GG0137.The modeled gravity was interpolated from observed gravity values.
 GG0137
 GG0137;                    North         East    Units  Estimated Accuracy
 GG0137;SPC AR N     -   189,580.      196,690.      MT  (+/- 180 meters Scaled)
 GG0137
 GG0137                          SUPERSEDED SURVEY CONTROL
 GG0137
 GG0137  NGVD 29 (??/??/92)  362.78   (m)         1190.2    (f) COMPUTED    2 0
 GG0137
 GG0137.Superseded values are not recommended for survey control.
 GG0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0137.See file dsdata.txt to determine how the superseded data were derived.
 GG0137
 GG0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV868870(NAD 83)
 GG0137_MARKER: DB = BENCH MARK DISK
 GG0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0137_STAMPING: Q-50 1934
 GG0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0137+STABILITY: SURFACE MOTION
 GG0137
 GG0137  HISTORY     - Date     Condition        Report By
 GG0137  HISTORY     - 1934     MONUMENTED       CGS
 GG0137
 GG0137                          STATION DESCRIPTION
 GG0137
 GG0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0137'1.5 MI SW FROM FARMINGTON.
 GG0137'ALONG S.L. AND S.F. RY. FROM STATION ABOUT 375 FEET SOUTH OF
 GG0137'M.P. 359-5, ABOUT 350 FEET NORTH OF SWITCH STAND TO APPLEBY
 GG0137'SPUR, 49 FEET WEST OF CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS
 GG0137'AND SAN FRANCISCO RY, 42 FEET SOUTH OF CENTERLINE OF DIRT ROAD
 GG0137'CROSSING.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0481 ***********************************************************************
 GF0481  DESIGNATION -  Q 51
 GF0481  PID         -  GF0481
 GF0481  STATE/COUNTY-  AR/MADISON
 GF0481  USGS QUAD   -  HUNTSVILLE (1973)
 GF0481
 GF0481                         *CURRENT SURVEY CONTROL
 GF0481  ___________________________________________________________________
 GF0481* NAD 83(1986)-  36 07 25.     (N)    093 44 05.     (W)     SCALED    
 GF0481* NAVD 88     -       382.735  (meters)    1255.69   (feet)  ADJUSTED  
 GF0481  ___________________________________________________________________
 GF0481  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GF0481  DYNAMIC HT  -         382.389 (meters)    1254.55  (feet)  COMP
 GF0481  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 GF0481
 GF0481  VERT ORDER  -  SECOND    CLASS 0
 GF0481
 GF0481.The horizontal coordinates were scaled from a topographic map and have
 GF0481.an estimated accuracy of +/- 6 seconds.
 GF0481
 GF0481.The orthometric height was determined by differential leveling
 GF0481.and adjusted by the National Geodetic Survey in June 1991..
 GF0481
 GF0481.The geoid height was determined by GEOID03.
 GF0481
 GF0481.The dynamic height is computed by dividing the NAVD 88
 GF0481.geopotential number by the normal gravity value computed on the
 GF0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0481.degrees latitude (g = 980.6199 gals.).
 GF0481
 GF0481.The modeled gravity was interpolated from observed gravity values.
 GF0481
 GF0481;                    North         East    Units  Estimated Accuracy
 GF0481;SPC AR N     -   200,000.      243,850.      MT  (+/- 180 meters Scaled)
 GF0481
 GF0481                          SUPERSEDED SURVEY CONTROL
 GF0481
 GF0481  NGVD 29 (??/??/92)  382.602  (m)         1255.25   (f) ADJ UNCH    2 0
 GF0481
 GF0481.Superseded values are not recommended for survey control.
 GF0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0481.See file dsdata.txt to determine how the superseded data were derived.
 GF0481
 GF0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV338979(NAD 83)
 GF0481_MARKER: DB = BENCH MARK DISK
 GF0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0481_SP_SET: BRIDGE
 GF0481_STAMPING: Q 51 1934
 GF0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0481
 GF0481  HISTORY     - Date     Condition        Report By
 GF0481  HISTORY     - 1934     MONUMENTED       CGS
 GF0481  HISTORY     - 19840627 MARK NOT FOUND   USGS
 GF0481  HISTORY     - 1987     POOR             USPSQD
 GF0481  HISTORY     - 1988     POOR             USPSQD
 GF0481
 GF0481                          STATION DESCRIPTION
 GF0481
 GF0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0481'3 MI N FROM HUNTSVILLE.
 GF0481'3.0 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE
 GF0481'AT HUNTSVILLE, MADISON COUNTY, 2.1 MILES NORTH OF THE JUNCTION
 GF0481'WITH STATE HIGHWAY 68, AT THE CONCRETE BRIDGE OVER HOLMAN CREEK,
 GF0481'IN THE TOP OF THE NORTHWEST RETAINING WALL, AND 10.1 FEET
 GF0481'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GF0481'STAMPED Q 51 1934.
 GF0481
 GF0481                          STATION RECOVERY (1984)
 GF0481
 GF0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JLD)
 GF0481'MARK NOT FOUND.
 GF0481
 GF0481                          STATION RECOVERY (1987)
 GF0481
 GF0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0481'MARK RECOVERED IN POOR CONDITION.
 GF0481
 GF0481                          STATION RECOVERY (1988)
 GF0481
 GF0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0481'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1328 ***********************************************************************
 FG1328  DESIGNATION -  Q 52
 FG1328  PID         -  FG1328
 FG1328  STATE/COUNTY-  AR/MADISON
 FG1328  USGS QUAD   -  ST PAUL (1973)
 FG1328
 FG1328                         *CURRENT SURVEY CONTROL
 FG1328  ___________________________________________________________________
 FG1328* NAD 83(1986)-  35 49 37.     (N)    093 50 09.     (W)     SCALED    
 FG1328* NAVD 88     -       428.851  (meters)    1406.99   (feet)  ADJUSTED  
 FG1328  ___________________________________________________________________
 FG1328  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG1328  DYNAMIC HT  -         428.449 (meters)    1405.67  (feet)  COMP
 FG1328  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 FG1328
 FG1328  VERT ORDER  -  SECOND    CLASS 0
 FG1328
 FG1328.The horizontal coordinates were scaled from a topographic map and have
 FG1328.an estimated accuracy of +/- 6 seconds.
 FG1328
 FG1328.The orthometric height was determined by differential leveling
 FG1328.and adjusted by the National Geodetic Survey in June 1991..
 FG1328
 FG1328.The geoid height was determined by GEOID03.
 FG1328
 FG1328.The dynamic height is computed by dividing the NAVD 88
 FG1328.geopotential number by the normal gravity value computed on the
 FG1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1328.degrees latitude (g = 980.6199 gals.).
 FG1328
 FG1328.The modeled gravity was interpolated from observed gravity values.
 FG1328
 FG1328;                    North         East    Units  Estimated Accuracy
 FG1328;SPC AR N     -   167,250.      234,130.      MT  (+/- 180 meters Scaled)
 FG1328
 FG1328                          SUPERSEDED SURVEY CONTROL
 FG1328
 FG1328  NGVD 29 (??/??/92)  428.720  (m)         1406.56   (f) ADJ UNCH    2 0
 FG1328
 FG1328.Superseded values are not recommended for survey control.
 FG1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1328.See file dsdata.txt to determine how the superseded data were derived.
 FG1328
 FG1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV245650(NAD 83)
 FG1328_MARKER: DB = BENCH MARK DISK
 FG1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1328_STAMPING: Q 52 1934
 FG1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1328+STABILITY: SURFACE MOTION
 FG1328
 FG1328  HISTORY     - Date     Condition        Report By
 FG1328  HISTORY     - 1934     MONUMENTED       CGS
 FG1328
 FG1328                          STATION DESCRIPTION
 FG1328
 FG1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1328'IN COMBS.
 FG1328'AT COMBS, 240 FEET SOUTHEAST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FG1328'STATION, 230 FEET SOUTHEAST OF POLE 382+20, 22.3 FEET NORTHWEST OF THE
 FG1328'WEST CORNER OF THE SECTION HOUSE, AND 11.9 FEET NORTHEAST OF THE
 FG1328'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED Q 52 1934 AND
 FG1328'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1781 ***********************************************************************
 EH1781  DESIGNATION -  Q 53
 EH1781  PID         -  EH1781
 EH1781  STATE/COUNTY-  AR/JEFFERSON
 EH1781  USGS QUAD   -  SHERRILL (1971)
 EH1781
 EH1781                         *CURRENT SURVEY CONTROL
 EH1781  ___________________________________________________________________
 EH1781* NAD 83(1986)-  34 24 10.     (N)    091 57 12.     (W)     SCALED    
 EH1781* NAVD 88     -        66.275  (meters)     217.44   (feet)  ADJUSTED  
 EH1781  ___________________________________________________________________
 EH1781  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EH1781  DYNAMIC HT  -          66.212 (meters)     217.23  (feet)  COMP
 EH1781  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 EH1781
 EH1781  VERT ORDER  -  SECOND    CLASS 0
 EH1781
 EH1781.The horizontal coordinates were scaled from a topographic map and have
 EH1781.an estimated accuracy of +/- 6 seconds.
 EH1781
 EH1781.The orthometric height was determined by differential leveling
 EH1781.and adjusted by the National Geodetic Survey in June 1991..
 EH1781
 EH1781.The geoid height was determined by GEOID03.
 EH1781
 EH1781.The dynamic height is computed by dividing the NAVD 88
 EH1781.geopotential number by the normal gravity value computed on the
 EH1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1781.degrees latitude (g = 980.6199 gals.).
 EH1781
 EH1781.The modeled gravity was interpolated from observed gravity values.
 EH1781
 EH1781;                    North         East    Units  Estimated Accuracy
 EH1781;SPC AR S     -   592,560.      404,290.      MT  (+/- 180 meters Scaled)
 EH1781
 EH1781                          SUPERSEDED SURVEY CONTROL
 EH1781
 EH1781  NGVD 29 (??/??/??)   66.315  (m)          217.57   (f) ADJUSTED    2 0
 EH1781
 EH1781.Superseded values are not recommended for survey control.
 EH1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1781.See file dsdata.txt to determine how the superseded data were derived.
 EH1781
 EH1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU962073(NAD 83)
 EH1781_MARKER: DB = BENCH MARK DISK
 EH1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1781_STAMPING: Q-53 1934
 EH1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1781+STABILITY: SURFACE MOTION
 EH1781
 EH1781  HISTORY     - Date     Condition        Report By
 EH1781  HISTORY     - 1934     MONUMENTED       CGS
 EH1781  HISTORY     - 20020606 MARK NOT FOUND   USACE
 EH1781
 EH1781                          STATION DESCRIPTION
 EH1781
 EH1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1781'2.1 MI S FROM TUCKER.
 EH1781'2.1 MILES SOUTH OF, ALONG S.L.S. RY. FROM STATION.  ABOUT 525 FEET
 EH1781'NORTH OF MILE POLE 265.  93 FEET NORTH OF CENTERLINE OF DIRT ROAD
 EH1781'CROSSING.  27.8 FEET WEST OF CENTERLINE OF ST. LOUIS SOUTHWESTERN RY.
 EH1781'4 FEET NORTH OF TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1781
 EH1781                          STATION RECOVERY (2002)
 EH1781
 EH1781'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1061 ***********************************************************************
 EH1061  DESIGNATION -  Q 55
 EH1061  PID         -  EH1061
 EH1061  STATE/COUNTY-  AR/MONROE
 EH1061  USGS QUAD   -  CLARENDON (1968)
 EH1061
 EH1061                         *CURRENT SURVEY CONTROL
 EH1061  ___________________________________________________________________
 EH1061* NAD 83(1986)-  34 37 52.     (N)    091 15 21.     (W)     SCALED    
 EH1061* NAVD 88     -        53.473  (meters)     175.44   (feet)  ADJUSTED  
 EH1061  ___________________________________________________________________
 EH1061  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1061  DYNAMIC HT  -          53.423 (meters)     175.27  (feet)  COMP
 EH1061  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 EH1061
 EH1061  VERT ORDER  -  FIRST     CLASS II
 EH1061
 EH1061.The horizontal coordinates were scaled from a topographic map and have
 EH1061.an estimated accuracy of +/- 6 seconds.
 EH1061
 EH1061.The orthometric height was determined by differential leveling
 EH1061.and adjusted by the National Geodetic Survey in June 1991..
 EH1061
 EH1061.The geoid height was determined by GEOID03.
 EH1061
 EH1061.The dynamic height is computed by dividing the NAVD 88
 EH1061.geopotential number by the normal gravity value computed on the
 EH1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1061.degrees latitude (g = 980.6199 gals.).
 EH1061
 EH1061.The modeled gravity was interpolated from observed gravity values.
 EH1061
 EH1061;                    North         East    Units  Estimated Accuracy
 EH1061;SPC AR S     -   618,130.      468,240.      MT  (+/- 180 meters Scaled)
 EH1061
 EH1061                          SUPERSEDED SURVEY CONTROL
 EH1061
 EH1061  NGVD 29 (??/??/??)   53.495  (m)          175.51   (f) ADJUSTED    1 2
 EH1061
 EH1061.Superseded values are not recommended for survey control.
 EH1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1061.See file dsdata.txt to determine how the superseded data were derived.
 EH1061
 EH1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU598335(NAD 83)
 EH1061_MARKER: DB = BENCH MARK DISK
 EH1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1061_STAMPING: Q 55 1935
 EH1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1061+STABILITY: SURFACE MOTION
 EH1061
 EH1061  HISTORY     - Date     Condition        Report By
 EH1061  HISTORY     - 1935     MONUMENTED       CGS
 EH1061  HISTORY     - 1955     GOOD             CGS
 EH1061  HISTORY     - 1966     MARK NOT FOUND   USGS
 EH1061
 EH1061                          STATION DESCRIPTION
 EH1061
 EH1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1061'5.4 MI SE FROM CLARENDON.
 EH1061'ABOUT 5.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1061'JUNCTION OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT CLARENDON, ABOUT
 EH1061'0.75 MILE NORTHWEST OF ST. LUKES M.B. CHURCH (TAN BRICK BUILDING), AT
 EH1061'A FARM ROAD CROSSING, 21 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 132 1/2
 EH1061'FEET SOUTHWEST AND ACROSS TRACK FROM WEST CORNER OF AN ABANDONED
 EH1061'TENANT HOUSE, 69 FEET NORTHEAST OF CENTER LINE OF A GRAVEL ROAD
 EH1061'PARALLEL TO TRACK, 33 FEET NORTHEAST OF NORTHWEST END OF A 24-INCH
 EH1061'PIPE CULVERT UNDER FARM DRIVE TO TENANT HOUSE, 16 FEET NORTHWEST OF
 EH1061'CENTER LINE OF FARM DRIVE, 10 FEET SOUTHEAST OF THE THIRD TELEPHONE
 EH1061'POLE NORTHWEST OF MILE POLE 359, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND
 EH1061'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS
 EH1061'ABOUT 4.55 MILES NORTHWEST OF THE STATION AT HOLLY GROVE, MONROE
 EH1061'COUNTY.
 EH1061
 EH1061                          STATION RECOVERY (1966)
 EH1061
 EH1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EH1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1309 ***********************************************************************
 EH1309  DESIGNATION -  Q 57
 EH1309  PID         -  EH1309
 EH1309  STATE/COUNTY-  AR/ARKANSAS
 EH1309  USGS QUAD   -  ARKANSAS POST (1972)
 EH1309
 EH1309                         *CURRENT SURVEY CONTROL
 EH1309  ___________________________________________________________________
 EH1309* NAD 83(1986)-  34 05 24.     (N)    091 22 20.     (W)     SCALED    
 EH1309* NAVD 88     -        55.618  (meters)     182.47   (feet)  ADJUSTED  
 EH1309  ___________________________________________________________________
 EH1309  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH1309  DYNAMIC HT  -          55.564 (meters)     182.30  (feet)  COMP
 EH1309  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 EH1309
 EH1309  VERT ORDER  -  SECOND    CLASS 0
 EH1309
 EH1309.The horizontal coordinates were scaled from a topographic map and have
 EH1309.an estimated accuracy of +/- 6 seconds.
 EH1309
 EH1309.The orthometric height was determined by differential leveling
 EH1309.and adjusted by the National Geodetic Survey in June 1991..
 EH1309
 EH1309.The geoid height was determined by GEOID03.
 EH1309
 EH1309.The dynamic height is computed by dividing the NAVD 88
 EH1309.geopotential number by the normal gravity value computed on the
 EH1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1309.degrees latitude (g = 980.6199 gals.).
 EH1309
 EH1309.The modeled gravity was interpolated from observed gravity values.
 EH1309
 EH1309;                    North         East    Units  Estimated Accuracy
 EH1309;SPC AR S     -   558,040.      457,930.      MT  (+/- 180 meters Scaled)
 EH1309
 EH1309                          SUPERSEDED SURVEY CONTROL
 EH1309
 EH1309  NGVD 29 (??/??/??)   55.729  (m)          182.84   (f) ADJUSTED    2 0
 EH1309
 EH1309.Superseded values are not recommended for survey control.
 EH1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1309.See file dsdata.txt to determine how the superseded data were derived.
 EH1309
 EH1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501733(NAD 83)
 EH1309_MARKER: DB = BENCH MARK DISK
 EH1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1309_STAMPING: Q-57 1935
 EH1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1309+STABILITY: SURFACE MOTION
 EH1309
 EH1309  HISTORY     - Date     Condition        Report By
 EH1309  HISTORY     - 1935     MONUMENTED       CGS
 EH1309  HISTORY     - 1972     MARK NOT FOUND   USGS
 EH1309
 EH1309                          STATION DESCRIPTION
 EH1309
 EH1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1309'2 MI S FROM GILLETT.
 EH1309'2 MILES SOUTH OF, ALONG ST. HWY. 1, FROM STATION. ABOUT 60 FEET EAST
 EH1309'OF POWER POLE.  30 FEET EAST OF CENTERLINE OF ST. HWY. 1. 30 FEET
 EH1309'SOUTH OF CENTERLINE OF EAST-WEST DIRT ROAD CROSSING. 10.5 FEET SOUTH
 EH1309'OF NORTHWEST CORNER OF FENCE.  .8 FT. WEST OF FENCE LINE. TABLET SET
 EH1309'IN PRECAST CONCRETE POST.  A 4 X 4 INCH CYPRESS POST PAINTED WHITE
 EH1309'PROJECTING 18 INCHES IS 3.3 FEET AT 350 DEGREES MAGNETIC FROM THE
 EH1309'BENCH MARK.
 EH1309
 EH1309                          STATION RECOVERY (1972)
 EH1309
 EH1309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0050 ***********************************************************************
 EK0050  DESIGNATION -  Q 58
 EK0050  PID         -  EK0050
 EK0050  STATE/COUNTY-  AR/POLK
 EK0050  USGS QUAD   -  MOUNTAIN FORK (1979)
 EK0050
 EK0050                         *CURRENT SURVEY CONTROL
 EK0050  ___________________________________________________________________
 EK0050* NAD 83(1986)-  34 42 16.     (N)    094 25 35.     (W)     SCALED    
 EK0050* NAVD 88     -       403.454  (meters)    1323.67   (feet)  ADJUSTED  
 EK0050  ___________________________________________________________________
 EK0050  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 EK0050  DYNAMIC HT  -         403.010 (meters)    1322.21  (feet)  COMP
 EK0050  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 EK0050
 EK0050  VERT ORDER  -  SECOND    CLASS 0
 EK0050
 EK0050.The horizontal coordinates were scaled from a topographic map and have
 EK0050.an estimated accuracy of +/- 6 seconds.
 EK0050
 EK0050.The orthometric height was determined by differential leveling
 EK0050.and adjusted by the National Geodetic Survey in June 1991..
 EK0050
 EK0050.The geoid height was determined by GEOID03.
 EK0050
 EK0050.The dynamic height is computed by dividing the NAVD 88
 EK0050.geopotential number by the normal gravity value computed on the
 EK0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0050.degrees latitude (g = 980.6199 gals.).
 EK0050
 EK0050.The modeled gravity was interpolated from observed gravity values.
 EK0050
 EK0050;                    North         East    Units  Estimated Accuracy
 EK0050;SPC AR S     -   628,660.      177,730.      MT  (+/- 180 meters Scaled)
 EK0050
 EK0050                          SUPERSEDED SURVEY CONTROL
 EK0050
 EK0050  NGVD 29 (??/??/92)  403.325  (m)         1323.24   (f) ADJ UNCH    2 0
 EK0050
 EK0050.Superseded values are not recommended for survey control.
 EK0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0050.See file dsdata.txt to determine how the superseded data were derived.
 EK0050
 EK0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU693411(NAD 83)
 EK0050_MARKER: DB = BENCH MARK DISK
 EK0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0050_SP_SET: ABUTMENT
 EK0050_STAMPING: Q 58 1934
 EK0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0050
 EK0050  HISTORY     - Date     Condition        Report By
 EK0050  HISTORY     - 1934     MONUMENTED       CGS
 EK0050  HISTORY     - 1961     GOOD             NGS
 EK0050
 EK0050                          STATION DESCRIPTION
 EK0050
 EK0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0050'0.6 MI E FROM HOWARD.
 EK0050'0.6 MILES EAST OF HOWARD R.R. STATION, ALONG K.C.S. RY.  BRONZE
 EK0050'TABLET IN WEST STONE ABUTMENT OF R.R. BRIDGE A363, 90 FEET
 EK0050'EAST OF M.P. 362, 9 FEET SOUTH OF CENTERLINE OF KANSAS CITY
 EK0050'SOUTHERN R.R. TRACK, 3 FEET BELOW TOP OF RAILS.
 EK0050
 EK0050                          STATION RECOVERY (1961)
 EK0050
 EK0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1337 ***********************************************************************
 EJ1337  DESIGNATION -  Q 59
 EJ1337  PID         -  EJ1337
 EJ1337  STATE/COUNTY-  AR/PIKE
 EJ1337  USGS QUAD   -  GLENWOOD (1979)
 EJ1337
 EJ1337                         *CURRENT SURVEY CONTROL
 EJ1337  ___________________________________________________________________
 EJ1337* NAD 83(1986)-  34 19 49.     (N)    093 31 50.     (W)     SCALED    
 EJ1337* NAVD 88     -       173.855  (meters)     570.39   (feet)  ADJUSTED  
 EJ1337  ___________________________________________________________________
 EJ1337  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EJ1337  DYNAMIC HT  -         173.678 (meters)     569.81  (feet)  COMP
 EJ1337  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 EJ1337
 EJ1337  VERT ORDER  -  SECOND    CLASS 0
 EJ1337
 EJ1337.The horizontal coordinates were scaled from a topographic map and have
 EJ1337.an estimated accuracy of +/- 6 seconds.
 EJ1337
 EJ1337.The orthometric height was determined by differential leveling
 EJ1337.and adjusted by the National Geodetic Survey in June 1991..
 EJ1337
 EJ1337.The geoid height was determined by GEOID03.
 EJ1337
 EJ1337.The dynamic height is computed by dividing the NAVD 88
 EJ1337.geopotential number by the normal gravity value computed on the
 EJ1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1337.degrees latitude (g = 980.6199 gals.).
 EJ1337
 EJ1337.The modeled gravity was interpolated from observed gravity values.
 EJ1337
 EJ1337;                    North         East    Units  Estimated Accuracy
 EJ1337;SPC AR S     -   585,570.      259,160.      MT  (+/- 180 meters Scaled)
 EJ1337
 EJ1337                          SUPERSEDED SURVEY CONTROL
 EJ1337
 EJ1337  NGVD 29 (??/??/92)  173.830  (m)          570.31   (f) ADJ UNCH    2 0
 EJ1337
 EJ1337.Superseded values are not recommended for survey control.
 EJ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1337.See file dsdata.txt to determine how the superseded data were derived.
 EJ1337
 EJ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT511989(NAD 83)
 EJ1337_MARKER: DB = BENCH MARK DISK
 EJ1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1337_SP_SET: CULVERT
 EJ1337_STAMPING: Q-59 1934
 EJ1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1337
 EJ1337  HISTORY     - Date     Condition        Report By
 EJ1337  HISTORY     - 1934     MONUMENTED       CGS
 EJ1337  HISTORY     - 1962     GOOD             NGS
 EJ1337
 EJ1337                          STATION DESCRIPTION
 EJ1337
 EJ1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1337'1.5 MI NE FROM GLENWOOD.
 EJ1337'1.5 MILES NORTHEAST OF, ALONG U.S. HWY. 70, FROM RY. STATION.  BRONZE
 EJ1337'TABLET IN SOUTHEAST HEADWALL OF HIGHWAY CULVERT, WITH 15 FT. WINGWALL.
 EJ1337'ABOUT 0.1 MILE SOUTHWEST OF WHITE CHURCH ON NORTHWEST SIDE OF
 EJ1337'HIGHWAY.  225 FEET SOUTHWEST OF CENTERLINE OF DRIVEWAY TO STUCCO HOUSE
 EJ1337'BELONGING TO W. D. SIMMONS, ON NORTHWEST SIDE OF HIGHWAY.  23.3 FEET
 EJ1337'NORTHWEST OF FENCE.  15.5 FEET SOUTHEAST OF U.S. HWY. 70.
 EJ1337
 EJ1337                          STATION RECOVERY (1962)
 EJ1337
 EJ1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0114 ***********************************************************************
 GF0114  DESIGNATION -  Q 6
 GF0114  PID         -  GF0114
 GF0114  STATE/COUNTY-  AR/SEARCY
 GF0114  USGS QUAD   -  ST JOE (1967)
 GF0114
 GF0114                         *CURRENT SURVEY CONTROL
 GF0114  ___________________________________________________________________
 GF0114* NAD 83(1986)-  36 02 22.     (N)    092 51 59.     (W)     SCALED    
 GF0114* NAVD 88     -       310.985  (meters)    1020.29   (feet)  ADJUSTED  
 GF0114  ___________________________________________________________________
 GF0114  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0114  DYNAMIC HT  -         310.703 (meters)    1019.36  (feet)  COMP
 GF0114  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 GF0114
 GF0114  VERT ORDER  -  FIRST     CLASS II
 GF0114
 GF0114.The horizontal coordinates were scaled from a topographic map and have
 GF0114.an estimated accuracy of +/- 6 seconds.
 GF0114
 GF0114.The orthometric height was determined by differential leveling
 GF0114.and adjusted by the National Geodetic Survey in June 1991..
 GF0114
 GF0114.The geoid height was determined by GEOID03.
 GF0114
 GF0114.The dynamic height is computed by dividing the NAVD 88
 GF0114.geopotential number by the normal gravity value computed on the
 GF0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0114.degrees latitude (g = 980.6199 gals.).
 GF0114
 GF0114.The modeled gravity was interpolated from observed gravity values.
 GF0114
 GF0114;                    North         East    Units  Estimated Accuracy
 GF0114;SPC AR N     -   189,630.      321,930.      MT  (+/- 180 meters Scaled)
 GF0114
 GF0114                          SUPERSEDED SURVEY CONTROL
 GF0114
 GF0114  NGVD 29 (??/??/92)  310.853  (m)         1019.86   (f) ADJ UNCH    1 2
 GF0114
 GF0114.Superseded values are not recommended for survey control.
 GF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0114.See file dsdata.txt to determine how the superseded data were derived.
 GF0114
 GF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV120883(NAD 83)
 GF0114_MARKER: DB = BENCH MARK DISK
 GF0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0114_STAMPING: Q6 1931
 GF0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0114+STABILITY: SURFACE MOTION
 GF0114
 GF0114  HISTORY     - Date     Condition        Report By
 GF0114  HISTORY     - 1931     MONUMENTED       CGS
 GF0114
 GF0114                          STATION DESCRIPTION
 GF0114
 GF0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 GF0114'3 MI S FROM PINDALL.
 GF0114'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 3.1 MILES SOUTH OF
 GF0114'DEPOT AT PINDALL, ARK., 180 FEET NORTH OF TRESTLE 150.4, 90
 GF0114'FEET NORTH OF TELEGRAPH POST, 151-10.  49 FEET WEST OF WEST
 GF0114'AND NEAREST RAIL OF THE ABOVE RAILROAD.  STANDARD BRONZE TABLET
 GF0114'SET IN CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0116 ***********************************************************************
 DM0116  DESIGNATION -  Q 61
 DM0116  PID         -  DM0116
 DM0116  STATE/COUNTY-  AR/LITTLE RIVER
 DM0116  USGS QUAD   -  ASHDOWN EAST (1975)
 DM0116
 DM0116                         *CURRENT SURVEY CONTROL
 DM0116  ___________________________________________________________________
 DM0116* NAD 83(1986)-  33 41 18.     (N)    094 06 17.     (W)     SCALED    
 DM0116* NAVD 88     -        99.336  (meters)     325.90   (feet)  ADJUSTED  
 DM0116  ___________________________________________________________________
 DM0116  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DM0116  DYNAMIC HT  -          99.233 (meters)     325.57  (feet)  COMP
 DM0116  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 DM0116
 DM0116  VERT ORDER  -  SECOND    CLASS 0
 DM0116
 DM0116.The horizontal coordinates were scaled from a topographic map and have
 DM0116.an estimated accuracy of +/- 6 seconds.
 DM0116
 DM0116.The orthometric height was determined by differential leveling
 DM0116.and adjusted by the National Geodetic Survey in June 1991..
 DM0116
 DM0116.The geoid height was determined by GEOID03.
 DM0116
 DM0116.The dynamic height is computed by dividing the NAVD 88
 DM0116.geopotential number by the normal gravity value computed on the
 DM0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0116.degrees latitude (g = 980.6199 gals.).
 DM0116
 DM0116.The modeled gravity was interpolated from observed gravity values.
 DM0116
 DM0116;                    North         East    Units  Estimated Accuracy
 DM0116;SPC AR S     -   515,320.      204,880.      MT  (+/- 180 meters Scaled)
 DM0116
 DM0116                          SUPERSEDED SURVEY CONTROL
 DM0116
 DM0116  NGVD 29 (??/??/92)   99.342  (m)          325.92   (f) ADJ UNCH    2 0
 DM0116
 DM0116.Superseded values are not recommended for survey control.
 DM0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0116.See file dsdata.txt to determine how the superseded data were derived.
 DM0116
 DM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT976281(NAD 83)
 DM0116_MARKER: DB = BENCH MARK DISK
 DM0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0116_STAMPING: Q 61 1934
 DM0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0116+STABILITY: SURFACE MOTION
 DM0116
 DM0116  HISTORY     - Date     Condition        Report By
 DM0116  HISTORY     - 1934     MONUMENTED       CGS
 DM0116  HISTORY     - 1962     GOOD             NGS
 DM0116  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0116
 DM0116                          STATION DESCRIPTION
 DM0116
 DM0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DM0116'2.2 MI NE FROM ASHDOWN.
 DM0116'2.2 MILES NORTHEAST ALONG THE GRAYSONIA, NASHVILLE AND ASHDOWN
 DM0116'RAILROAD FROM THE COUNTY COURTHOUSE AT ASHDOWN, LITTLE RIVER COUNTY,
 DM0116'180 FEET NORTHEAST OF MILEPOST 2, 204 FEET NORTHEAST OF THE CENTER OF
 DM0116'A WAGON-ROAD CROSSING, AT THE STANDARD PIPE LINE CROSSING, 19 FEET
 DM0116'NORTHEAST OF THE CROSSING OF A ROW OF POWER-TRANSMISSION LINE POLES,
 DM0116'37.3 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 9.6 FEET NORTHWEST
 DM0116'OF A FENCE, AND 7.7 FEET SOUTHWEST OF A POLE.  A STANDARD DISK,
 DM0116'STAMPED Q 61 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS
 DM0116'MARK RECOVERED 8 FEET SOUTHWEST OF THE SECOND POLE NORTHEAST OF
 DM0116'MILEPOST 2 AND IS IN LINE WITH ROW OF POLES.  THE MARK IS FLUSH.
 DM0116
 DM0116                          STATION RECOVERY (1985)
 DM0116
 DM0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0116'NOT SEARCHED FOR, RAILROAD HAS BEEN REMOVED, NO ACCESSIBLE ROADS AT
 DM0116'THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1036 ***********************************************************************
 DL1036  DESIGNATION -  Q 62
 DL1036  PID         -  DL1036
 DL1036  STATE/COUNTY-  AR/HEMPSTEAD
 DL1036  USGS QUAD   -  WASHINGTON (1951)
 DL1036
 DL1036                         *CURRENT SURVEY CONTROL
 DL1036  ___________________________________________________________________
 DL1036* NAD 83(1986)-  33 45 20.     (N)    093 39 20.     (W)     SCALED    
 DL1036* NAVD 88     -       109.441  (meters)     359.06   (feet)  ADJUSTED  
 DL1036  ___________________________________________________________________
 DL1036  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL1036  DYNAMIC HT  -         109.327 (meters)     358.68  (feet)  COMP
 DL1036  MODELED GRAV-     979,590.9   (mgal)                       NAVD 88
 DL1036
 DL1036  VERT ORDER  -  SECOND    CLASS 0
 DL1036
 DL1036.The horizontal coordinates were scaled from a topographic map and have
 DL1036.an estimated accuracy of +/- 6 seconds.
 DL1036
 DL1036.The orthometric height was determined by differential leveling
 DL1036.and adjusted by the National Geodetic Survey in June 1991..
 DL1036
 DL1036.The geoid height was determined by GEOID03.
 DL1036
 DL1036.The dynamic height is computed by dividing the NAVD 88
 DL1036.geopotential number by the normal gravity value computed on the
 DL1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1036.degrees latitude (g = 980.6199 gals.).
 DL1036
 DL1036.The modeled gravity was interpolated from observed gravity values.
 DL1036
 DL1036;                    North         East    Units  Estimated Accuracy
 DL1036;SPC AR S     -   522,010.      246,630.      MT  (+/- 180 meters Scaled)
 DL1036
 DL1036                          SUPERSEDED SURVEY CONTROL
 DL1036
 DL1036  NGVD 29 (??/??/92)  109.454  (m)          359.10   (f) ADJ UNCH    2 0
 DL1036
 DL1036.Superseded values are not recommended for survey control.
 DL1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1036.See file dsdata.txt to determine how the superseded data were derived.
 DL1036
 DL1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT392352(NAD 83)
 DL1036_MARKER: DB = BENCH MARK DISK
 DL1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1036_STAMPING: Q 62 1934
 DL1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1036+STABILITY: SURFACE MOTION
 DL1036
 DL1036  HISTORY     - Date     Condition        Report By
 DL1036  HISTORY     - 1934     MONUMENTED       CGS
 DL1036  HISTORY     - 1963     GOOD             NGS
 DL1036
 DL1036                          STATION DESCRIPTION
 DL1036
 DL1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1036'2.1 MI SE FROM WASHINGTON.
 DL1036'2.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1036'STATION AT WASHINGTON, HEMPSTEAD COUNTY, 0.1 MILE SOUTH OF A ROAD
 DL1036'CROSSING, 300 FEET NORTHWEST OF THE JOHN COLEMAN FARMHOUSE, 47 FEET
 DL1036'SOUTH OF THE FIRST POLE SOUTH OF MILEPOST 465, AT THE NORTH END OF A
 DL1036'SHORT DEEP CUT, ON THE NORTH SLOPE OF A HILL, 85 FEET EAST OF POLE
 DL1036'578, 35 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 37 FEET WEST OF
 DL1036'A FENCE.  A STANDARD DISK, STAMPED Q 62 1934 AND SET IN THE TOP OF A
 DL1036'CONCRETE POST.  NOTE-- 47 FEET SOUTH OF THE 1ST POLE SOUTH OF MILEPOST
 DL1036'485 AND 35 FEET EAST OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0934 ***********************************************************************
 DL0934  DESIGNATION -  Q 63
 DL0934  PID         -  DL0934
 DL0934  STATE/COUNTY-  AR/MILLER
 DL0934  USGS QUAD   -  HOMAN (1975)
 DL0934
 DL0934                         *CURRENT SURVEY CONTROL
 DL0934  ___________________________________________________________________
 DL0934* NAD 83(1986)-  33 31 13.     (N)    093 55 26.     (W)     SCALED    
 DL0934* NAVD 88     -        80.988  (meters)     265.71   (feet)  ADJUSTED  
 DL0934  ___________________________________________________________________
 DL0934  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL0934  DYNAMIC HT  -          80.902 (meters)     265.43  (feet)  COMP
 DL0934  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 DL0934
 DL0934  VERT ORDER  -  SECOND    CLASS 0
 DL0934
 DL0934.The horizontal coordinates were scaled from a topographic map and have
 DL0934.an estimated accuracy of +/- 6 seconds.
 DL0934
 DL0934.The orthometric height was determined by differential leveling
 DL0934.and adjusted by the National Geodetic Survey in June 1991..
 DL0934
 DL0934.The geoid height was determined by GEOID03.
 DL0934
 DL0934.The dynamic height is computed by dividing the NAVD 88
 DL0934.geopotential number by the normal gravity value computed on the
 DL0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0934.degrees latitude (g = 980.6199 gals.).
 DL0934
 DL0934.The modeled gravity was interpolated from observed gravity values.
 DL0934
 DL0934;                    North         East    Units  Estimated Accuracy
 DL0934;SPC AR S     -   496,360.      221,290.      MT  (+/- 180 meters Scaled)
 DL0934
 DL0934                          SUPERSEDED SURVEY CONTROL
 DL0934
 DL0934  NGVD 29 (??/??/92)   81.008  (m)          265.77   (f) ADJ UNCH    2 0
 DL0934
 DL0934.Superseded values are not recommended for survey control.
 DL0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0934.See file dsdata.txt to determine how the superseded data were derived.
 DL0934
 DL0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT142093(NAD 83)
 DL0934_MARKER: DB = BENCH MARK DISK
 DL0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0934_STAMPING: Q-63 1935
 DL0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0934+STABILITY: SURFACE MOTION
 DL0934
 DL0934  HISTORY     - Date     Condition        Report By
 DL0934  HISTORY     - 1935     MONUMENTED       CGS
 DL0934  HISTORY     - 1963     GOOD             NGS
 DL0934
 DL0934                          STATION DESCRIPTION
 DL0934
 DL0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0934'IN CLEAR LAKE JCT.
 DL0934'103 FEET SOUTHWEST OF BLOCK SIGNAL 4803R.  50.4 FEET SOUTHEAST OF
 DL0934'CENTERLINE OF U.S. HWY. 67.  46.2 FEET WEST OF OIL SWITCH AT NORTHEAST
 DL0934'END OF DOUBLE TRACK.  33.4 FEET NORTHWEST OF CENTERLINE OF M.P.R.R.
 DL0934'MAIN LINE TRACK.  32.9 FEET SOUTHWEST OF STATION SEMAPHORE. 20.7 FEET
 DL0934'SOUTHWEST OF SOUTHWEST END OF CLEAR LAKE JCT. DEPOT.  13.2 FEET SOUTH
 DL0934'OF THIRD TELEGRAPH POLE NORTHEAST OF M.P.480-20.  TABLET SET IN
 DL0934'PRECAST CONCRETE POST.  NOTE-- THE STATION HAS BEEN REMOVED FROM CLEAR
 DL0934'LAKE JCT.
 DL0934
 DL0934                          STATION RECOVERY (1963)
 DL0934
 DL0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0043 ***********************************************************************
 DM0043  DESIGNATION -  Q 64
 DM0043  PID         -  DM0043
 DM0043  STATE/COUNTY-  AR/LITTLE RIVER
 DM0043  USGS QUAD   -  ARKINDA (1975)
 DM0043
 DM0043                         *CURRENT SURVEY CONTROL
 DM0043  ___________________________________________________________________
 DM0043* NAD 83(1986)-  33 47 20.     (N)    094 28 57.     (W)     SCALED    
 DM0043* NAVD 88     -       124.845  (meters)     409.60   (feet)  ADJUSTED  
 DM0043  ___________________________________________________________________
 DM0043  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DM0043  DYNAMIC HT  -         124.717 (meters)     409.18  (feet)  COMP
 DM0043  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 DM0043
 DM0043  VERT ORDER  -  FIRST     CLASS II
 DM0043
 DM0043.The horizontal coordinates were scaled from a topographic map and have
 DM0043.an estimated accuracy of +/- 6 seconds.
 DM0043
 DM0043.The orthometric height was determined by differential leveling
 DM0043.and adjusted by the National Geodetic Survey in June 1991..
 DM0043
 DM0043.The geoid height was determined by GEOID03.
 DM0043
 DM0043.The dynamic height is computed by dividing the NAVD 88
 DM0043.geopotential number by the normal gravity value computed on the
 DM0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0043.degrees latitude (g = 980.6199 gals.).
 DM0043
 DM0043.The modeled gravity was interpolated from observed gravity values.
 DM0043
 DM0043;                    North         East    Units  Estimated Accuracy
 DM0043;SPC AR S     -   527,260.      170,130.      MT  (+/- 180 meters Scaled)
 DM0043
 DM0043                          SUPERSEDED SURVEY CONTROL
 DM0043
 DM0043  NGVD 29 (??/??/92)  124.836  (m)          409.57   (f) ADJ UNCH    1 2
 DM0043
 DM0043.Superseded values are not recommended for survey control.
 DM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0043.See file dsdata.txt to determine how the superseded data were derived.
 DM0043
 DM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT627397(NAD 83)
 DM0043_MARKER: DB = BENCH MARK DISK
 DM0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0043_STAMPING: Q-64 1934
 DM0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0043+STABILITY: SURFACE MOTION
 DM0043
 DM0043  HISTORY     - Date     Condition        Report By
 DM0043  HISTORY     - 1934     MONUMENTED       CGS
 DM0043  HISTORY     - 1944     MARK NOT FOUND   SLSFRR
 DM0043
 DM0043                          STATION DESCRIPTION
 DM0043
 DM0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0043'10.7 MI E FROM HAWORTH.
 DM0043'AT ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING AND MILEPOST 624/10.
 DM0043'SOUTH OF ST. L. AND S.F. RR TRACK IN FENCE LINE.  40 FEET SOUTH OF
 DM0043'RAIL.  20 FEET WEST OF THE CENTERLINE OF THE ROAD.
 DM0043
 DM0043                          STATION RECOVERY (1944)
 DM0043
 DM0043'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1058 ***********************************************************************
 DK1058  DESIGNATION -  Q 65
 DK1058  PID         -  DK1058
 DK1058  STATE/COUNTY-  AR/CHICOT
 DK1058  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1058
 DK1058                         *CURRENT SURVEY CONTROL
 DK1058  ___________________________________________________________________
 DK1058* NAD 83(1986)-  33 06 43.     (N)    091 17 39.     (W)     SCALED    
 DK1058* NAVD 88     -        36.319  (meters)     119.16   (feet)  ADJUSTED  
 DK1058  ___________________________________________________________________
 DK1058  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DK1058  DYNAMIC HT  -          36.281 (meters)     119.03  (feet)  COMP
 DK1058  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 DK1058
 DK1058  VERT ORDER  -  SECOND    CLASS 0
 DK1058
 DK1058.The horizontal coordinates were scaled from a topographic map and have
 DK1058.an estimated accuracy of +/- 6 seconds.
 DK1058
 DK1058.The orthometric height was determined by differential leveling
 DK1058.and adjusted by the National Geodetic Survey in June 1991..
 DK1058
 DK1058.The geoid height was determined by GEOID03.
 DK1058
 DK1058.The dynamic height is computed by dividing the NAVD 88
 DK1058.geopotential number by the normal gravity value computed on the
 DK1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1058.degrees latitude (g = 980.6199 gals.).
 DK1058
 DK1058.The modeled gravity was interpolated from observed gravity values.
 DK1058
 DK1058;                    North         East    Units  Estimated Accuracy
 DK1058;SPC AR S     -   449,620.      465,880.      MT  (+/- 180 meters Scaled)
 DK1058
 DK1058                          SUPERSEDED SURVEY CONTROL
 DK1058
 DK1058  NGVD 29 (??/??/??)   36.420  (m)          119.49   (f) ADJUSTED    2 0
 DK1058
 DK1058.Superseded values are not recommended for survey control.
 DK1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1058.See file dsdata.txt to determine how the superseded data were derived.
 DK1058
 DK1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS591649(NAD 83)
 DK1058_MARKER: DB = BENCH MARK DISK
 DK1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1058_STAMPING: Q-65 1935
 DK1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1058+STABILITY: SURFACE MOTION
 DK1058
 DK1058  HISTORY     - Date     Condition        Report By
 DK1058  HISTORY     - 1935     MONUMENTED       CGS
 DK1058  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1058  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1058
 DK1058                          STATION DESCRIPTION
 DK1058
 DK1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1058'2.0 MI W FROM EUDORA.
 DK1058'2.0 MILES WEST OF, ALONG ST. HWY. 8, FROM CITY HALL.  ACROSS HIGHWAY
 DK1058'FROM SMALL SAW MILL.  300 FEET WEST OF WEST END OF STEEL TRUSS HIGHWAY
 DK1058'BRIDGE.  80 FEET SOUTH OF CENTERLINE LINE OF ST. HWY. 8. 32 FEET NORTH
 DK1058'OF NORTHWEST CORNER OF VIC. BAXTER        FARM HOUSE. 23.2 FEET WEST
 DK1058'OF CENTERLINE OF GATEWAY FOR WALK.  18.8 FEET NORTHWEST OF CEDAR TREE,
 DK1058'1 FT. IN DIAMETER AT BASE.  17.6 FEET EAST OF CENTERLINE OF WAGON
 DK1058'GATE.  1.8 FEET NORTH OF YARD FENCE.  TABLET SET IN PRECAST CONCRETE
 DK1058'POST.
 DK1058
 DK1058                          STATION RECOVERY (1977)
 DK1058
 DK1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1058'MARK NOT FOUND.
 DK1058
 DK1058                          STATION RECOVERY (1977)
 DK1058
 DK1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0576 ***********************************************************************
 FG0576  DESIGNATION -  Q 66
 FG0576  PID         -  FG0576
 FG0576  STATE/COUNTY-  AR/POPE
 FG0576  USGS QUAD   -  SOLO (1980)
 FG0576
 FG0576                         *CURRENT SURVEY CONTROL
 FG0576  ___________________________________________________________________
 FG0576* NAD 83(1986)-  35 32 55.     (N)    092 58 27.     (W)     SCALED    
 FG0576* NAVD 88     -       454.510  (meters)    1491.17   (feet)  ADJUSTED  
 FG0576  ___________________________________________________________________
 FG0576  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FG0576  DYNAMIC HT  -         454.068 (meters)    1489.72  (feet)  COMP
 FG0576  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FG0576
 FG0576  VERT ORDER  -  SECOND    CLASS 0
 FG0576
 FG0576.The horizontal coordinates were scaled from a topographic map and have
 FG0576.an estimated accuracy of +/- 6 seconds.
 FG0576
 FG0576.The orthometric height was determined by differential leveling
 FG0576.and adjusted by the National Geodetic Survey in June 1991..
 FG0576
 FG0576.The geoid height was determined by GEOID03.
 FG0576
 FG0576.The dynamic height is computed by dividing the NAVD 88
 FG0576.geopotential number by the normal gravity value computed on the
 FG0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0576.degrees latitude (g = 980.6199 gals.).
 FG0576
 FG0576.The modeled gravity was interpolated from observed gravity values.
 FG0576
 FG0576;                    North         East    Units  Estimated Accuracy
 FG0576;SPC AR N     -   135,260.      311,680.      MT  (+/- 180 meters Scaled)
 FG0576
 FG0576                          SUPERSEDED SURVEY CONTROL
 FG0576
 FG0576  NGVD 29 (??/??/92)  454.454  (m)         1490.99   (f) ADJ UNCH    2 0
 FG0576
 FG0576.Superseded values are not recommended for survey control.
 FG0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0576.See file dsdata.txt to determine how the superseded data were derived.
 FG0576
 FG0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV023338(NAD 83)
 FG0576_MARKER: DB = BENCH MARK DISK
 FG0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0576_STAMPING: Q 66 1935
 FG0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0576+STABILITY: SURFACE MOTION
 FG0576
 FG0576  HISTORY     - Date     Condition        Report By
 FG0576  HISTORY     - 1935     MONUMENTED       CGS
 FG0576  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0576
 FG0576                          STATION DESCRIPTION
 FG0576
 FG0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0576'3.2 MI S FROM SOLO.
 FG0576'3.2 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE E. A. UNDERHILL
 FG0576'RESIDENCE AT SOLO, POPE COUNTY, 38 FEET WEST OF A STONE WALL, 23 FEET
 FG0576'EAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTH OF A POLE, 12
 FG0576'FEET WEST OF A BLAZED 16-INCH OAK TREE, AND 2 1/2 FEET HIGHER THAN THE
 FG0576'HIGHWAY.  A STANDARD DISK, STAMPED Q 66 1935 AND SET IN THE TOP OF A
 FG0576'CONCRETE POST.
 FG0576
 FG0576                          STATION RECOVERY (1976)
 FG0576
 FG0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0177 ***********************************************************************
 FG0177  DESIGNATION -  Q 68
 FG0177  PID         -  FG0177
 FG0177  STATE/COUNTY-  AR/FAULKNER
 FG0177  USGS QUAD   -  GUY (1994)
 FG0177
 FG0177                         *CURRENT SURVEY CONTROL
 FG0177  ___________________________________________________________________
 FG0177* NAD 83(1986)-  35 19 27.     (N)    092 16 50.     (W)     SCALED    
 FG0177* NAVD 88     -       251.373  (meters)     824.71   (feet)  ADJUSTED  
 FG0177  ___________________________________________________________________
 FG0177  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FG0177  DYNAMIC HT  -         251.138 (meters)     823.94  (feet)  COMP
 FG0177  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FG0177
 FG0177  VERT ORDER  -  SECOND    CLASS 0
 FG0177
 FG0177.The horizontal coordinates were scaled from a topographic map and have
 FG0177.an estimated accuracy of +/- 6 seconds.
 FG0177
 FG0177.The orthometric height was determined by differential leveling
 FG0177.and adjusted by the National Geodetic Survey in June 1991..
 FG0177
 FG0177.The geoid height was determined by GEOID03.
 FG0177
 FG0177.The dynamic height is computed by dividing the NAVD 88
 FG0177.geopotential number by the normal gravity value computed on the
 FG0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0177.degrees latitude (g = 980.6199 gals.).
 FG0177
 FG0177.The modeled gravity was interpolated from observed gravity values.
 FG0177
 FG0177;                    North         East    Units  Estimated Accuracy
 FG0177;SPC AR N     -   109,960.      374,490.      MT  (+/- 180 meters Scaled)
 FG0177
 FG0177                          SUPERSEDED SURVEY CONTROL
 FG0177
 FG0177  NGVD 29 (??/??/92)  251.343  (m)          824.61   (f) ADJ UNCH    2 0
 FG0177
 FG0177.Superseded values are not recommended for survey control.
 FG0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0177.See file dsdata.txt to determine how the superseded data were derived.
 FG0177
 FG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV653092(NAD 83)
 FG0177_MARKER: DB = BENCH MARK DISK
 FG0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0177_STAMPING: Q 68 1934
 FG0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0177+STABILITY: SURFACE MOTION
 FG0177
 FG0177  HISTORY     - Date     Condition        Report By
 FG0177  HISTORY     - 1934     MONUMENTED       CGS
 FG0177  HISTORY     - 1962     GOOD             NGS
 FG0177
 FG0177                          STATION DESCRIPTION
 FG0177
 FG0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0177'3.0 MI E FROM GUY.
 FG0177'3.0 MILES EAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT GUY, IN
 FG0177'THE NORTHWEST CORNER OF THE FRONT YARD OF THE W. F. BRAY FARMHOUSE,
 FG0177'32.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 46.3 FEET
 FG0177'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.3 FEET SOUTH OF THE
 FG0177'NORTHEAST CORNER OF A PASTURE FENCE, AND 1.1 FEET EAST OF THE
 FG0177'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED Q 68 1934 AND SET IN
 FG0177'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0112 ***********************************************************************
 FG0112  DESIGNATION -  Q 69
 FG0112  PID         -  FG0112
 FG0112  STATE/COUNTY-  AR/FAULKNER
 FG0112  USGS QUAD   -  HAMLET (1994)
 FG0112
 FG0112                         *CURRENT SURVEY CONTROL
 FG0112  ___________________________________________________________________
 FG0112* NAD 83(1986)-  35 04 57.     (N)    092 17 15.     (W)     SCALED    
 FG0112* NAVD 88     -        95.709  (meters)     314.01   (feet)  ADJUSTED  
 FG0112  ___________________________________________________________________
 FG0112  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FG0112  DYNAMIC HT  -          95.619 (meters)     313.71  (feet)  COMP
 FG0112  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FG0112
 FG0112  VERT ORDER  -  SECOND    CLASS 0
 FG0112
 FG0112.The horizontal coordinates were scaled from a topographic map and have
 FG0112.an estimated accuracy of +/- 6 seconds.
 FG0112
 FG0112.The orthometric height was determined by differential leveling
 FG0112.and adjusted by the National Geodetic Survey in June 1991..
 FG0112
 FG0112.The geoid height was determined by GEOID03.
 FG0112
 FG0112.The dynamic height is computed by dividing the NAVD 88
 FG0112.geopotential number by the normal gravity value computed on the
 FG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0112.degrees latitude (g = 980.6199 gals.).
 FG0112
 FG0112.The modeled gravity was interpolated from observed gravity values.
 FG0112
 FG0112;                    North         East    Units  Estimated Accuracy
 FG0112;SPC AR N     -    83,150.      373,780.      MT  (+/- 180 meters Scaled)
 FG0112
 FG0112                          SUPERSEDED SURVEY CONTROL
 FG0112
 FG0112  NGVD 29 (??/??/92)   95.717  (m)          314.03   (f) ADJ UNCH    2 0
 FG0112
 FG0112.Superseded values are not recommended for survey control.
 FG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0112.See file dsdata.txt to determine how the superseded data were derived.
 FG0112
 FG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU649824(NAD 83)
 FG0112_MARKER: DB = BENCH MARK DISK
 FG0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0112_STAMPING: Q 69 1934
 FG0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0112+STABILITY: SURFACE MOTION
 FG0112
 FG0112  HISTORY     - Date     Condition        Report By
 FG0112  HISTORY     - 1934     MONUMENTED       CGS
 FG0112  HISTORY     - 1962     GOOD             NGS
 FG0112  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FG0112  HISTORY     - 20050317 MARK NOT FOUND   ARHD
 FG0112
 FG0112                          STATION DESCRIPTION
 FG0112
 FG0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0112'4.1 MI W FROM VILONIA.
 FG0112'4.1 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE NAZARENE CHURCH AT
 FG0112'VILONIA, 48 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET
 FG0112'NORTHEAST OF AN ENTRANCE ROAD, ABOUT 15 FEET EAST OF A 20-INCH OAK
 FG0112'TREE, 3 FEET NORTHWEST OF A METAL WITNESS POST, AND 1 1/2 FEET NORTH
 FG0112'OF A SINGLE-STRAND ELECTRIC FENCE, SET IN THE TOP OF A SQUARE CONCRETE
 FG0112'POST WHICH PROJECTS 4 INCHES.
 FG0112
 FG0112                          STATION RECOVERY (1987)
 FG0112
 FG0112'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG0112'MARK NOT FOUND.
 FG0112
 FG0112                          STATION RECOVERY (2005)
 FG0112
 FG0112'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0040 ***********************************************************************
 FG0040  DESIGNATION -  Q 7
 FG0040  PID         -  FG0040
 FG0040  STATE/COUNTY-  AR/CLEBURNE
 FG0040  USGS QUAD   -  GREERS FERRY (1981)
 FG0040
 FG0040                         *CURRENT SURVEY CONTROL
 FG0040  ___________________________________________________________________
 FG0040* NAD 83(1986)-  35 36 10.     (N)    092 11 16.     (W)     SCALED    
 FG0040* NAVD 88     -       140.953  (meters)     462.44   (feet)  ADJUSTED  
 FG0040  ___________________________________________________________________
 FG0040  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FG0040  DYNAMIC HT  -         140.826 (meters)     462.03  (feet)  COMP
 FG0040  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 FG0040
 FG0040  VERT ORDER  -  FIRST     CLASS II
 FG0040
 FG0040.The horizontal coordinates were scaled from a topographic map and have
 FG0040.an estimated accuracy of +/- 6 seconds.
 FG0040
 FG0040.The orthometric height was determined by differential leveling
 FG0040.and adjusted by the National Geodetic Survey in June 1991..
 FG0040
 FG0040.The geoid height was determined by GEOID03.
 FG0040
 FG0040.The dynamic height is computed by dividing the NAVD 88
 FG0040.geopotential number by the normal gravity value computed on the
 FG0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0040.degrees latitude (g = 980.6199 gals.).
 FG0040
 FG0040.The modeled gravity was interpolated from observed gravity values.
 FG0040
 FG0040;                    North         East    Units  Estimated Accuracy
 FG0040;SPC AR N     -   140,850.      382,990.      MT  (+/- 180 meters Scaled)
 FG0040
 FG0040                          SUPERSEDED SURVEY CONTROL
 FG0040
 FG0040  NGVD 29 (??/??/92)  140.863  (m)          462.15   (f) ADJ UNCH    1 2
 FG0040
 FG0040.Superseded values are not recommended for survey control.
 FG0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0040.See file dsdata.txt to determine how the superseded data were derived.
 FG0040
 FG0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV735401(NAD 83)
 FG0040_MARKER: DB = BENCH MARK DISK
 FG0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0040_SP_SET: ROCK
 FG0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0040
 FG0040  HISTORY     - Date     Condition        Report By
 FG0040  HISTORY     - UNK      MONUMENTED       CGS
 FG0040  HISTORY     - 1931     GOOD             NGS
 FG0040  HISTORY     - 1935     GOOD             NGS
 FG0040
 FG0040                          STATION DESCRIPTION
 FG0040
 FG0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FG0040'0.5 MI N FROM EDGEMONT.
 FG0040'LOCATED ON THE RIGHT OF WAY OF THE MISSOURI AND NORTH ARKANSAS R.R.  A
 FG0040'HORIZONTAL MARK SET IN A LEDGE OF BLUE LIMESTONE IN A CUT 0.5 MILES
 FG0040'NORTH OF EDGEMONT.  13 FT. EAST OF CENTER LINE OF TRACK, AND 2530 FT.
 FG0040'NORTH OF STATION AT EDGEMONT.
 FG0040
 FG0040                          STATION RECOVERY (1935)
 FG0040
 FG0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0014 ***********************************************************************
 EJ0014  DESIGNATION -  Q 70
 EJ0014  PID         -  EJ0014
 EJ0014  STATE/COUNTY-  AR/PULASKI
 EJ0014  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0014
 EJ0014                         *CURRENT SURVEY CONTROL
 EJ0014  ___________________________________________________________________
 EJ0014* NAD 83(1986)-  34 48 28.     (N)    092 18 14.     (W)     SCALED    
 EJ0014* NAVD 88     -        90.438  (meters)     296.71   (feet)  ADJUSTED  
 EJ0014  ___________________________________________________________________
 EJ0014  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ0014  DYNAMIC HT  -          90.354 (meters)     296.44  (feet)  COMP
 EJ0014  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 EJ0014
 EJ0014  VERT ORDER  -  FIRST     CLASS II
 EJ0014
 EJ0014.The horizontal coordinates were scaled from a topographic map and have
 EJ0014.an estimated accuracy of +/- 6 seconds.
 EJ0014
 EJ0014.The orthometric height was determined by differential leveling
 EJ0014.and adjusted by the National Geodetic Survey in June 1991..
 EJ0014
 EJ0014.The geoid height was determined by GEOID03.
 EJ0014
 EJ0014.The dynamic height is computed by dividing the NAVD 88
 EJ0014.geopotential number by the normal gravity value computed on the
 EJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0014.degrees latitude (g = 980.6199 gals.).
 EJ0014
 EJ0014.The modeled gravity was interpolated from observed gravity values.
 EJ0014
 EJ0014;                    North         East    Units  Estimated Accuracy
 EJ0014;SPC AR S     -   637,530.      372,190.      MT  (+/- 180 meters Scaled)
 EJ0014
 EJ0014                          SUPERSEDED SURVEY CONTROL
 EJ0014
 EJ0014  NGVD 29 (??/??/92)   90.500  (m)          296.92   (f) ADJ UNCH    1 2
 EJ0014
 EJ0014.Superseded values are not recommended for survey control.
 EJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0014.See file dsdata.txt to determine how the superseded data were derived.
 EJ0014
 EJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU636519(NAD 83)
 EJ0014_MARKER: DB = BENCH MARK DISK
 EJ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0014_STAMPING: Q 70 1934
 EJ0014_MARK LOGO: CGS   
 EJ0014_PROJECTION: FLUSH
 EJ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0014+STABILITY: SURFACE MOTION
 EJ0014
 EJ0014  HISTORY     - Date     Condition        Report By
 EJ0014  HISTORY     - 1934     MONUMENTED       CGS
 EJ0014  HISTORY     - 1967     GOOD             NGS
 EJ0014  HISTORY     - 1984     GOOD             NGS
 EJ0014  HISTORY     - 1987     POOR             USPSQD
 EJ0014  HISTORY     - 1988     GOOD             USPSQD
 EJ0014  HISTORY     - 1989     GOOD             USPSQD
 EJ0014
 EJ0014                          STATION DESCRIPTION
 EJ0014
 EJ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0014'2 MI N FROM LEVY.
 EJ0014'IT IS 1.25 MILES NORTH ON STATE HIGHWAY 365 FROM THE JUNCTION OF STATE
 EJ0014'HIGHWAY 365 AND STATE HIGHWAY 176 IN THE NORTHWEST PART OF LEVY, 236
 EJ0014'FEET SOUTHWEST OF MILEPOST 348, 4 RAILS WEST OF A PRIVATE RAILROAD
 EJ0014'CROSSING, 7 FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF A FENCE, 1
 EJ0014'SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE
 EJ0014'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 EJ0014
 EJ0014                          STATION RECOVERY (1984)
 EJ0014
 EJ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0014'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.9 KM
 EJ0014'(2.4 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE INTERSTATE 40
 EJ0014'OVERPASS IN NORTH LITTLE ROCK, NOTE, THE OVERPASS IS OVER THE MISSOURI
 EJ0014'PACIFIC RAILROAD ALSO, TO THE MARK AT A SIDE ROAD LEADING SOUTH AND
 EJ0014'ACROSS THE MISSOURI PACIFIC RAILROAD, 60.96 METERS (200.0 FT)
 EJ0014'SOUTHWEST OF THE RAILROAD MILEPOST NUMBER 348, 53.34 METERS (175.0 FT)
 EJ0014'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 19.35 METERS (63.5 FT) NORTH
 EJ0014'OF THE CENTER OF A PAVED ROAD, 13.86 METERS (45.5 FT) NORTH-NORTHEAST
 EJ0014'OF A 3.65 METERS (12.0 FT) POLE WITH AN UNDERGROUND CABLE ROUTE SIGN,
 EJ0014'AND 16.76 METERS (55.0 FT) SOUTH OF THE SOUTH RAIL.
 EJ0014'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EJ0014
 EJ0014                          STATION RECOVERY (1987)
 EJ0014
 EJ0014'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ0014'MARK RECOVERED IN POOR CONDITION.
 EJ0014
 EJ0014                          STATION RECOVERY (1988)
 EJ0014
 EJ0014'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0014'RECOVERED IN GOOD CONDITION.
 EJ0014
 EJ0014                          STATION RECOVERY (1989)
 EJ0014
 EJ0014'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0760 ***********************************************************************
 EJ0760  DESIGNATION -  Q 71
 EJ0760  PID         -  EJ0760
 EJ0760  STATE/COUNTY-  AR/PERRY
 EJ0760  USGS QUAD   -  FOURCHE (1984)
 EJ0760
 EJ0760                         *CURRENT SURVEY CONTROL
 EJ0760  ___________________________________________________________________
 EJ0760* NAD 83(1986)-  34 59 38.     (N)    092 37 16.     (W)     SCALED    
 EJ0760* NAVD 88     -        88.062  (meters)     288.92   (feet)  ADJUSTED  
 EJ0760  ___________________________________________________________________
 EJ0760  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 EJ0760  DYNAMIC HT  -          87.978 (meters)     288.64  (feet)  COMP
 EJ0760  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 EJ0760
 EJ0760  VERT ORDER  -  SECOND    CLASS 0
 EJ0760
 EJ0760.The horizontal coordinates were scaled from a topographic map and have
 EJ0760.an estimated accuracy of +/- 6 seconds.
 EJ0760
 EJ0760.The orthometric height was determined by differential leveling
 EJ0760.and adjusted by the National Geodetic Survey in June 1991..
 EJ0760
 EJ0760.The geoid height was determined by GEOID03.
 EJ0760
 EJ0760.The dynamic height is computed by dividing the NAVD 88
 EJ0760.geopotential number by the normal gravity value computed on the
 EJ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0760.degrees latitude (g = 980.6199 gals.).
 EJ0760
 EJ0760.The modeled gravity was interpolated from observed gravity values.
 EJ0760
 EJ0760;                    North         East    Units  Estimated Accuracy
 EJ0760;SPC AR N     -    73,460.      343,300.      MT  (+/- 180 meters Scaled)
 EJ0760
 EJ0760                          SUPERSEDED SURVEY CONTROL
 EJ0760
 EJ0760  NGVD 29 (??/??/92)   88.090  (m)          289.01   (f) ADJ UNCH    2 0
 EJ0760
 EJ0760.Superseded values are not recommended for survey control.
 EJ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0760.See file dsdata.txt to determine how the superseded data were derived.
 EJ0760
 EJ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU345724(NAD 83)
 EJ0760_MARKER: DB = BENCH MARK DISK
 EJ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0760_STAMPING: Q-71 1934
 EJ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0760+STABILITY: SURFACE MOTION
 EJ0760
 EJ0760  HISTORY     - Date     Condition        Report By
 EJ0760  HISTORY     - 1934     MONUMENTED       CGS
 EJ0760  HISTORY     - 1935     GOOD             NGS
 EJ0760  HISTORY     - 1939     GOOD             NGS
 EJ0760
 EJ0760                          STATION DESCRIPTION
 EJ0760
 EJ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0760'0.8 MI E FROM BIGELOW.
 EJ0760'0.8 MILE EAST OF BIGELOW, ALONG C.R.I. AND P. FROM RAILWAY STATION.
 EJ0760'175 FEET EAST OF EAST SIDE OF O. AKERSONS RESIDENCE.  84.8 FEET
 EJ0760'NORTHEAST OF NORTHEAST CORNER OF C.R.I. AND P. RAILWAY STATION AT
 EJ0760'FOURCHE.  76.7 FEET EAST OF CENTERLINE OF MAIN LINE TRACK OF C.R.I.
 EJ0760'AND P. RAILWAY.  3.3 FEET EAST OF TELEPHONE POLE.  SET AT FOURCHE
 EJ0760'SIDING.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0760
 EJ0760                          STATION RECOVERY (1939)
 EJ0760
 EJ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EJ0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0946 ***********************************************************************
 EJ0946  DESIGNATION -  Q 73
 EJ0946  PID         -  EJ0946
 EJ0946  STATE/COUNTY-  AR/SALINE
 EJ0946  USGS QUAD   -  PARON (1984)
 EJ0946
 EJ0946                         *CURRENT SURVEY CONTROL
 EJ0946  ___________________________________________________________________
 EJ0946* NAD 83(1986)-  34 48 50.     (N)    092 51 02.     (W)     SCALED    
 EJ0946* NAVD 88     -       211.491  (meters)     693.87   (feet)  ADJUSTED  
 EJ0946  ___________________________________________________________________
 EJ0946  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EJ0946  DYNAMIC HT  -         211.283 (meters)     693.18  (feet)  COMP
 EJ0946  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 EJ0946
 EJ0946  VERT ORDER  -  SECOND    CLASS 0
 EJ0946
 EJ0946.The horizontal coordinates were scaled from a topographic map and have
 EJ0946.an estimated accuracy of +/- 6 seconds.
 EJ0946
 EJ0946.The orthometric height was determined by differential leveling
 EJ0946.and adjusted by the National Geodetic Survey in June 1991..
 EJ0946
 EJ0946.The geoid height was determined by GEOID03.
 EJ0946
 EJ0946.The dynamic height is computed by dividing the NAVD 88
 EJ0946.geopotential number by the normal gravity value computed on the
 EJ0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0946.degrees latitude (g = 980.6199 gals.).
 EJ0946
 EJ0946.The modeled gravity was interpolated from observed gravity values.
 EJ0946
 EJ0946;                    North         East    Units  Estimated Accuracy
 EJ0946;SPC AR S     -   638,490.      322,180.      MT  (+/- 180 meters Scaled)
 EJ0946
 EJ0946                          SUPERSEDED SURVEY CONTROL
 EJ0946
 EJ0946  NGVD 29 (??/??/92)  211.494  (m)          693.88   (f) ADJ UNCH    2 0
 EJ0946
 EJ0946.Superseded values are not recommended for survey control.
 EJ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0946.See file dsdata.txt to determine how the superseded data were derived.
 EJ0946
 EJ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU136524(NAD 83)
 EJ0946_MARKER: DB = BENCH MARK DISK
 EJ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0946_STAMPING: Q 73 1935
 EJ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0946+STABILITY: SURFACE MOTION
 EJ0946
 EJ0946  HISTORY     - Date     Condition        Report By
 EJ0946  HISTORY     - 1935     MONUMENTED       CGS
 EJ0946  HISTORY     - 1935     GOOD             NGS
 EJ0946  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0946
 EJ0946                          STATION DESCRIPTION
 EJ0946
 EJ0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0946'8.5 MI NW FROM PARON.
 EJ0946'2.7 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE SCHOOLHOUSE AT PARON,
 EJ0946'SALINE COUNTY, 5.8 MILES WEST ALONG CAMP REFORM ROAD, AT THE JUNCTION
 EJ0946'OF A COUNTY ROAD AND CAMP REFORM ROAD, 60 FEET WEST OF THE CENTER OF
 EJ0946'THE JUNCTION, 54 FEET NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 EJ0946'AND 53 FEET SOUTHWEST OF THE CENTERLINE OF THE CAMP REFORM ROAD.  A
 EJ0946'STANDARD DISK, STAMPED Q 73 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0946'POST.
 EJ0946
 EJ0946                          STATION RECOVERY (1998)
 EJ0946
 EJ0946'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1243 ***********************************************************************
 FF1243  DESIGNATION -  Q 74
 FF1243  PID         -  FF1243
 FF1243  STATE/COUNTY-  AR/JACKSON
 FF1243  USGS QUAD   -  TUPELO (1980)
 FF1243
 FF1243                         *CURRENT SURVEY CONTROL
 FF1243  ___________________________________________________________________
 FF1243* NAD 83(1986)-  35 23 31.     (N)    091 13 48.     (W)     SCALED    
 FF1243* NAVD 88     -        65.463  (meters)     214.77   (feet)  ADJUSTED  
 FF1243  ___________________________________________________________________
 FF1243  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1243  DYNAMIC HT  -          65.405 (meters)     214.58  (feet)  COMP
 FF1243  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 FF1243
 FF1243  VERT ORDER  -  SECOND    CLASS 0
 FF1243
 FF1243.The horizontal coordinates were scaled from a topographic map and have
 FF1243.an estimated accuracy of +/- 6 seconds.
 FF1243
 FF1243.The orthometric height was determined by differential leveling
 FF1243.and adjusted by the National Geodetic Survey in June 1991..
 FF1243
 FF1243.The geoid height was determined by GEOID03.
 FF1243
 FF1243.The dynamic height is computed by dividing the NAVD 88
 FF1243.geopotential number by the normal gravity value computed on the
 FF1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1243.degrees latitude (g = 980.6199 gals.).
 FF1243
 FF1243.The modeled gravity was interpolated from observed gravity values.
 FF1243
 FF1243;                    North         East    Units  Estimated Accuracy
 FF1243;SPC AR N     -   117,720.      469,950.      MT  (+/- 180 meters Scaled)
 FF1243
 FF1243                          SUPERSEDED SURVEY CONTROL
 FF1243
 FF1243  NGVD 29 (??/??/??)   65.416  (m)          214.62   (f) ADJUSTED    2 0
 FF1243
 FF1243.Superseded values are not recommended for survey control.
 FF1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1243.See file dsdata.txt to determine how the superseded data were derived.
 FF1243
 FF1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV607179(NAD 83)
 FF1243_MARKER: DB = BENCH MARK DISK
 FF1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1243_STAMPING: Q 74 1934
 FF1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1243+STABILITY: SURFACE MOTION
 FF1243
 FF1243  HISTORY     - Date     Condition        Report By
 FF1243  HISTORY     - 1934     MONUMENTED       CGS
 FF1243  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF1243
 FF1243                          STATION DESCRIPTION
 FF1243
 FF1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1243'AT TUPELO.
 FF1243'AT TUPELO, JACKSON, COUNTY, ON THE ABANDONED CHICAGO, ROCK ISLAND
 FF1243'AND PACIFIC RAILROAD, 152 FEET WEST OF THE POST OFFICE, 105 FEET
 FF1243'SOUTH OF THE SOUTHEAST CORNER OF THE STATION, AND 39 FEET WEST
 FF1243'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 74
 FF1243'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1243
 FF1243                          STATION RECOVERY (1975)
 FF1243
 FF1243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0877 ***********************************************************************
 FF0877  DESIGNATION -  Q 75
 FF0877  PID         -  FF0877
 FF0877  STATE/COUNTY-  AR/CRAIGHEAD
 FF0877  USGS QUAD   -  CASH (1980)
 FF0877
 FF0877                         *CURRENT SURVEY CONTROL
 FF0877  ___________________________________________________________________
 FF0877* NAD 83(1986)-  35 46 12.     (N)    090 57 20.     (W)     SCALED    
 FF0877* NAVD 88     -        76.195  (meters)     249.98   (feet)  ADJUSTED  
 FF0877  ___________________________________________________________________
 FF0877  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FF0877  DYNAMIC HT  -          76.130 (meters)     249.77  (feet)  COMP
 FF0877  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 FF0877
 FF0877  VERT ORDER  -  SECOND    CLASS 0
 FF0877
 FF0877.The horizontal coordinates were scaled from a topographic map and have
 FF0877.an estimated accuracy of +/- 6 seconds.
 FF0877
 FF0877.The orthometric height was determined by differential leveling
 FF0877.and adjusted by the National Geodetic Survey in June 1991..
 FF0877
 FF0877.The geoid height was determined by GEOID03.
 FF0877
 FF0877.The dynamic height is computed by dividing the NAVD 88
 FF0877.geopotential number by the normal gravity value computed on the
 FF0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0877.degrees latitude (g = 980.6199 gals.).
 FF0877
 FF0877.The modeled gravity was interpolated from observed gravity values.
 FF0877
 FF0877;                    North         East    Units  Estimated Accuracy
 FF0877;SPC AR N     -   159,890.      494,440.      MT  (+/- 180 meters Scaled)
 FF0877
 FF0877                          SUPERSEDED SURVEY CONTROL
 FF0877
 FF0877  NGVD 29 (??/??/??)   76.119  (m)          249.73   (f) ADJUSTED    2 0
 FF0877
 FF0877.Superseded values are not recommended for survey control.
 FF0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0877.See file dsdata.txt to determine how the superseded data were derived.
 FF0877
 FF0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV848603(NAD 83)
 FF0877_MARKER: DB = BENCH MARK DISK
 FF0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0877_STAMPING: Q 75 1934
 FF0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0877+STABILITY: SURFACE MOTION
 FF0877
 FF0877  HISTORY     - Date     Condition        Report By
 FF0877  HISTORY     - 1934     MONUMENTED       CGS
 FF0877  HISTORY     - 1938     GOOD             CGS
 FF0877  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0877
 FF0877                          STATION DESCRIPTION
 FF0877
 FF0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0877'2.3 MI SW FROM CASH.
 FF0877'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0877'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 2 MILES NORTHEAST OF
 FF0877'THE SIDING AT RISHER, ABOUT 156 FEET SOUTHWEST OF THE CENTER
 FF0877'OF A GATE IN THE RIGHT-OF-WAY FENCE FOR A FARM ROAD LEADING NORTH,
 FF0877'OPPOSITE A FARMHOUSE ABOUT 0.4 MILE SOUTH OF THE HIGHWAY, 34 FEET
 FF0877'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET SOUTHEAST
 FF0877'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 75 1934
 FF0877'AND SET IN THE TOP OF A CONCRETE POST.
 FF0877
 FF0877                          STATION RECOVERY (1938)
 FF0877
 FF0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF0877'RECOVERED IN GOOD CONDITION.
 FF0877
 FF0877                          STATION RECOVERY (1976)
 FF0877
 FF0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0669 ***********************************************************************
 FF0669  DESIGNATION -  Q 76
 FF0669  PID         -  FF0669
 FF0669  STATE/COUNTY-  AR/POINSETT
 FF0669  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0669
 FF0669                         *CURRENT SURVEY CONTROL
 FF0669  ___________________________________________________________________
 FF0669* NAD 83(1986)-  35 29 07.     (N)    090 44 01.     (W)     SCALED    
 FF0669* NAVD 88     -        82.402  (meters)     270.35   (feet)  ADJUSTED  
 FF0669  ___________________________________________________________________
 FF0669  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF0669  DYNAMIC HT  -          82.329 (meters)     270.11  (feet)  COMP
 FF0669  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 FF0669
 FF0669  VERT ORDER  -  FIRST     CLASS II
 FF0669
 FF0669.The horizontal coordinates were scaled from a topographic map and have
 FF0669.an estimated accuracy of +/- 6 seconds.
 FF0669
 FF0669.The orthometric height was determined by differential leveling
 FF0669.and adjusted by the National Geodetic Survey in June 1991..
 FF0669
 FF0669.The geoid height was determined by GEOID03.
 FF0669
 FF0669.The dynamic height is computed by dividing the NAVD 88
 FF0669.geopotential number by the normal gravity value computed on the
 FF0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0669.degrees latitude (g = 980.6199 gals.).
 FF0669
 FF0669.The modeled gravity was interpolated from observed gravity values.
 FF0669
 FF0669;                    North         East    Units  Estimated Accuracy
 FF0669;SPC AR N     -   128,540.      514,910.      MT  (+/- 180 meters Scaled)
 FF0669
 FF0669                          SUPERSEDED SURVEY CONTROL
 FF0669
 FF0669  NGVD 29 (??/??/??)   82.350  (m)          270.18   (f) ADJUSTED    1 2
 FF0669
 FF0669.Superseded values are not recommended for survey control.
 FF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0669.See file dsdata.txt to determine how the superseded data were derived.
 FF0669
 FF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV056292(NAD 83)
 FF0669_MARKER: DB = BENCH MARK DISK
 FF0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0669_STAMPING: Q 76 1934
 FF0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0669+STABILITY: SURFACE MOTION
 FF0669
 FF0669  HISTORY     - Date     Condition        Report By
 FF0669  HISTORY     - 1934     MONUMENTED       CGS
 FF0669  HISTORY     - 1956     GOOD             CGS
 FF0669  HISTORY     - 20030507 MARK NOT FOUND   USACE
 FF0669
 FF0669                          STATION DESCRIPTION
 FF0669
 FF0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0669'0.4 MI N FROM WHITEHALL.
 FF0669'ABOUT 0.35 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0669'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, WEST AND ACROSS
 FF0669'TRACK FROM A POINT BETWEEN TELEPHONE POLES 262/03 AND 262/04,
 FF0669'31 FEET WEST OF WEST RAIL OF A SIDE TRACK, 45 1/2 FEET WEST OF
 FF0669'WEST RAIL OF MAIN TRACK, 27 FEET NORTH-NORTHWEST OF TELEPHONE
 FF0669'POLE NO. 885, 42 1/2 FEET EAST OF CENTER LINE OF STATE HIGHWAY 1,
 FF0669'24 FEET SOUTH OF THE EXTENDED CENTER LINE OF A GRAVEL ROAD
 FF0669'LEADING WEST FROM HIGHWAY 1, 46 FEET EAST-SOUTHEAST OF CENTER
 FF0669'OF JUNCTION OF HIGHWAY AND ROAD WEST, 2 FEET NORTH OF A WHITE
 FF0669'WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK, ABOUT
 FF0669'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0669'2 INCHES.
 FF0669
 FF0669                          STATION RECOVERY (2003)
 FF0669
 FF0669'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0754 ***********************************************************************
 EJ0754  DESIGNATION -  Q 78
 EJ0754  PID         -  EJ0754
 EJ0754  STATE/COUNTY-  AR/SALINE
 EJ0754  USGS QUAD   -  BENTON (1984)
 EJ0754
 EJ0754                         *CURRENT SURVEY CONTROL
 EJ0754  ___________________________________________________________________
 EJ0754* NAD 83(1986)-  34 33 11.     (N)    092 35 54.     (W)     SCALED    
 EJ0754* NAVD 88     -        95.692  (meters)     313.95   (feet)  ADJUSTED  
 EJ0754  ___________________________________________________________________
 EJ0754  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 EJ0754  DYNAMIC HT  -          95.603 (meters)     313.66  (feet)  COMP
 EJ0754  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 EJ0754
 EJ0754  VERT ORDER  -  FIRST     CLASS II
 EJ0754
 EJ0754.The horizontal coordinates were scaled from a topographic map and have
 EJ0754.an estimated accuracy of +/- 6 seconds.
 EJ0754
 EJ0754.The orthometric height was determined by differential leveling
 EJ0754.and adjusted by the National Geodetic Survey in June 1991..
 EJ0754
 EJ0754.The geoid height was determined by GEOID03.
 EJ0754
 EJ0754.The dynamic height is computed by dividing the NAVD 88
 EJ0754.geopotential number by the normal gravity value computed on the
 EJ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0754.degrees latitude (g = 980.6199 gals.).
 EJ0754
 EJ0754.The modeled gravity was interpolated from observed gravity values.
 EJ0754
 EJ0754;                    North         East    Units  Estimated Accuracy
 EJ0754;SPC AR S     -   609,390.      345,090.      MT  (+/- 180 meters Scaled)
 EJ0754
 EJ0754                          SUPERSEDED SURVEY CONTROL
 EJ0754
 EJ0754  NGVD 29 (??/??/92)   95.719  (m)          314.04   (f) ADJ UNCH    1 2
 EJ0754
 EJ0754.Superseded values are not recommended for survey control.
 EJ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0754.See file dsdata.txt to determine how the superseded data were derived.
 EJ0754
 EJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU368235(NAD 83)
 EJ0754_MARKER: DB = BENCH MARK DISK
 EJ0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0754_STAMPING: Q-78 1935
 EJ0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0754+STABILITY: SURFACE MOTION
 EJ0754
 EJ0754  HISTORY     - Date     Condition        Report By
 EJ0754  HISTORY     - 1935     MONUMENTED       CGS
 EJ0754  HISTORY     - 1935     GOOD             NGS
 EJ0754  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0754  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0754
 EJ0754                          STATION DESCRIPTION
 EJ0754
 EJ0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0754'IN BENTON.
 EJ0754'AT BENTON, ABOUT .8 MILE WEST OF MISSOURI PACIFIC R.R. STATION.  53.4
 EJ0754'FEET SOUTHEAST OF CENTERLINE OF RIVER STREET AT RAILROAD CROSSING.
 EJ0754'45.4 FEET SOUTH OF CENTERLINE OF M.P.R.R..  7.8 FEET WEST OF SOUTHEAST
 EJ0754'FENCE CORNER.  1.8 FEET NORTH OF FENCE PARALLELING RAILROAD. TABLET
 EJ0754'SET IN PRECAST CONCRETE POST.
 EJ0754
 EJ0754                          STATION RECOVERY (1990)
 EJ0754
 EJ0754'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EJ0754'MARK NOT FOUND.
 EJ0754
 EJ0754                          STATION RECOVERY (1998)
 EJ0754
 EJ0754'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1334 ***********************************************************************
 FF1334  DESIGNATION -  Q 8
 FF1334  PID         -  FF1334
 FF1334  STATE/COUNTY-  AR/WHITE
 FF1334  USGS QUAD   -  BALD KNOB (1994)
 FF1334
 FF1334                         *CURRENT SURVEY CONTROL
 FF1334  ___________________________________________________________________
 FF1334* NAD 83(1986)-  35 18 28.     (N)    091 34 07.     (W)     SCALED    
 FF1334* NAVD 88     -        70.576  (meters)     231.55   (feet)  ADJUSTED  
 FF1334  ___________________________________________________________________
 FF1334  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1334  DYNAMIC HT  -          70.513 (meters)     231.34  (feet)  COMP
 FF1334  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 FF1334
 FF1334  VERT ORDER  -  FIRST     CLASS II
 FF1334
 FF1334.The horizontal coordinates were scaled from a topographic map and have
 FF1334.an estimated accuracy of +/- 6 seconds.
 FF1334
 FF1334.The orthometric height was determined by differential leveling
 FF1334.and adjusted by the National Geodetic Survey in June 1991..
 FF1334
 FF1334.The geoid height was determined by GEOID03.
 FF1334
 FF1334.The dynamic height is computed by dividing the NAVD 88
 FF1334.geopotential number by the normal gravity value computed on the
 FF1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1334.degrees latitude (g = 980.6199 gals.).
 FF1334
 FF1334.The modeled gravity was interpolated from observed gravity values.
 FF1334
 FF1334;                    North         East    Units  Estimated Accuracy
 FF1334;SPC AR N     -   108,190.      439,230.      MT  (+/- 180 meters Scaled)
 FF1334
 FF1334                          SUPERSEDED SURVEY CONTROL
 FF1334
 FF1334  NGVD 29 (??/??/??)   70.530  (m)          231.40   (f) ADJUSTED    1 2
 FF1334
 FF1334.Superseded values are not recommended for survey control.
 FF1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1334.See file dsdata.txt to determine how the superseded data were derived.
 FF1334
 FF1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV301081(NAD 83)
 FF1334_MARKER: DB = BENCH MARK DISK
 FF1334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1334_SP_SET: BUILDING
 FF1334_STAMPING: 231.397 Q 8 1931
 FF1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1334
 FF1334  HISTORY     - Date     Condition        Report By
 FF1334  HISTORY     - 1931     MONUMENTED       CGS
 FF1334  HISTORY     - 1962     GOOD             CGS
 FF1334  HISTORY     - 20030728 POOR             USACE
 FF1334
 FF1334                          STATION DESCRIPTION
 FF1334
 FF1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1334'AT BALD KNOB.
 FF1334'AT BALD KNOB, WHITE COUNTY, IN THE EAST WALL OF THE MISSOURI
 FF1334'PACIFIC RAILROAD PASSENGER STATION, 1.5 FEET SOUTH OF THE DOOR
 FF1334'OF THE WHITE WAITING ROOM, AND ABOUT 5 FEET HIGHER THAN THE
 FF1334'PLATFORM.  A STANDARD DISK, STAMPED 231.397 Q 8 1931 AND SET
 FF1334'VERTICALLY.
 FF1334
 FF1334                          STATION RECOVERY (2003)
 FF1334
 FF1334'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1334'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0547 ***********************************************************************
 EJ0547  DESIGNATION -  Q 80
 EJ0547  PID         -  EJ0547
 EJ0547  STATE/COUNTY-  AR/JEFFERSON
 EJ0547  USGS QUAD   -  WHITE HALL (1984)
 EJ0547
 EJ0547                         *CURRENT SURVEY CONTROL
 EJ0547  ___________________________________________________________________
 EJ0547* NAD 83(1986)-  34 15 22.     (N)    092 07 25.     (W)     SCALED    
 EJ0547* NAVD 88     -        92.395  (meters)     303.13   (feet)  ADJUSTED  
 EJ0547  ___________________________________________________________________
 EJ0547  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0547  DYNAMIC HT  -          92.305 (meters)     302.84  (feet)  COMP
 EJ0547  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EJ0547
 EJ0547  VERT ORDER  -  SECOND    CLASS 0
 EJ0547
 EJ0547.The horizontal coordinates were scaled from a topographic map and have
 EJ0547.an estimated accuracy of +/- 6 seconds.
 EJ0547
 EJ0547.The orthometric height was determined by differential leveling
 EJ0547.and adjusted by the National Geodetic Survey in June 1991..
 EJ0547
 EJ0547.The geoid height was determined by GEOID03.
 EJ0547
 EJ0547.The dynamic height is computed by dividing the NAVD 88
 EJ0547.geopotential number by the normal gravity value computed on the
 EJ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0547.degrees latitude (g = 980.6199 gals.).
 EJ0547
 EJ0547.The modeled gravity was interpolated from observed gravity values.
 EJ0547
 EJ0547;                    North         East    Units  Estimated Accuracy
 EJ0547;SPC AR S     -   576,300.      388,620.      MT  (+/- 180 meters Scaled)
 EJ0547
 EJ0547                          SUPERSEDED SURVEY CONTROL
 EJ0547
 EJ0547  NGVD 29 (??/??/92)   92.468  (m)          303.37   (f) ADJ UNCH    2 0
 EJ0547
 EJ0547.Superseded values are not recommended for survey control.
 EJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0547.See file dsdata.txt to determine how the superseded data were derived.
 EJ0547
 EJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT806909(NAD 83)
 EJ0547_MARKER: DB = BENCH MARK DISK
 EJ0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0547_SP_SET: CULVERT
 EJ0547_STAMPING: Q 80 1935
 EJ0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0547
 EJ0547  HISTORY     - Date     Condition        Report By
 EJ0547  HISTORY     - 1935     MONUMENTED       CGS
 EJ0547  HISTORY     - 1937     GOOD             ARGS
 EJ0547
 EJ0547                          STATION DESCRIPTION
 EJ0547
 EJ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0547'7.6 MI W FROM PINE BLUFF.
 EJ0547'7.6 MILES WEST OF, ALONG M.P.RY., FROM STATION.  TABLET SET
 EJ0547'HORIZONTALLY ON NORTHWEST END OF NORTHEAST HEADWALL OF 3 X 4 FT.
 EJ0547'RAILROAD CULVERT.  ABOUT .3 MILE SOUTHEAST OF ATWOOD SPUR.  68.8 FT.
 EJ0547'SOUTHEAST OF TELEPHONE POLE MARKED 306+15.  16.5 FT. NORTHEAST OF
 EJ0547'CENTERLINE OF MO. PAC. R.R.  0.7 FT. SOUTHEAST OF NORTHWEST END OF
 EJ0547'CULVERT.
 EJ0547
 EJ0547                          STATION RECOVERY (1937)
 EJ0547
 EJ0547'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1937
 EJ0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0062 ***********************************************************************
 DL0062  DESIGNATION -  Q 81
 DL0062  PID         -  DL0062
 DL0062  STATE/COUNTY-  AR/DALLAS
 DL0062  USGS QUAD   -  IVAN (1985)
 DL0062
 DL0062                         *CURRENT SURVEY CONTROL
 DL0062  ___________________________________________________________________
 DL0062* NAD 83(1986)-  33 57 39.     (N)    092 27 50.     (W)     SCALED    
 DL0062* NAVD 88     -        67.832  (meters)     222.55   (feet)  ADJUSTED  
 DL0062  ___________________________________________________________________
 DL0062  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL0062  DYNAMIC HT  -          67.764 (meters)     222.32  (feet)  COMP
 DL0062  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 DL0062
 DL0062  VERT ORDER  -  SECOND    CLASS 0
 DL0062
 DL0062.The horizontal coordinates were scaled from a topographic map and have
 DL0062.an estimated accuracy of +/- 6 seconds.
 DL0062
 DL0062.The orthometric height was determined by differential leveling
 DL0062.and adjusted by the National Geodetic Survey in June 1991..
 DL0062
 DL0062.The geoid height was determined by GEOID03.
 DL0062
 DL0062.The dynamic height is computed by dividing the NAVD 88
 DL0062.geopotential number by the normal gravity value computed on the
 DL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0062.degrees latitude (g = 980.6199 gals.).
 DL0062
 DL0062.The modeled gravity was interpolated from observed gravity values.
 DL0062
 DL0062;                    North         East    Units  Estimated Accuracy
 DL0062;SPC AR S     -   543,640.      357,130.      MT  (+/- 180 meters Scaled)
 DL0062
 DL0062                          SUPERSEDED SURVEY CONTROL
 DL0062
 DL0062  NGVD 29 (??/??/92)   67.876  (m)          222.69   (f) ADJ UNCH    2 0
 DL0062
 DL0062.Superseded values are not recommended for survey control.
 DL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0062.See file dsdata.txt to determine how the superseded data were derived.
 DL0062
 DL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT495579(NAD 83)
 DL0062_MARKER: DB = BENCH MARK DISK
 DL0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0062_STAMPING: Q-81 1935
 DL0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0062+STABILITY: SURFACE MOTION
 DL0062
 DL0062  HISTORY     - Date     Condition        Report By
 DL0062  HISTORY     - 1935     MONUMENTED       CGS
 DL0062  HISTORY     - 1964     GOOD             NGS
 DL0062
 DL0062                          STATION DESCRIPTION
 DL0062
 DL0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0062'9.4 MI S FROM CARTHAGE.
 DL0062'9.4 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION MARK SET AT
 DL0062'MCINTOSH SIDING.  ABOUT 350 FEET NORTH OF CHICAGO, ROCK ISLAND AND
 DL0062'PACIFIC R.R. STATION WAITING ROOM.  ABOUT 270 FEET NORTH OF TELEPHONE
 DL0062'POLE 39-20.  46.9 FEET WEST OF CENTERLINE OF COUNTY ROAD.  2.9 FEET
 DL0062'EAST OF CENTERLINE OF COUNTY ROAD.  2.9 FEET NORTHEAST OF SOUTHWEST
 DL0062'CORNER OF FENCE.  2.2 FEET EAST OF FENCE PARALLELING RAILROAD. TABLET
 DL0062'SET IN PRECAST CONCRETE POST.  NOTE-- MARK IS 42 FT W OF THE TRACK,
 DL0062'ABOUT 12 FT E OF THE CENTERLINE OF THE RD.
 DL0062
 DL0062                          STATION RECOVERY (1964)
 DL0062
 DL0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1456 ***********************************************************************
 EH1456  DESIGNATION -  Q 82
 EH1456  PID         -  EH1456
 EH1456  STATE/COUNTY-  AR/ARKANSAS
 EH1456  USGS QUAD   -  ETHEL (1967)
 EH1456
 EH1456                         *CURRENT SURVEY CONTROL
 EH1456  ___________________________________________________________________
 EH1456* NAD 83(1986)-  34 19 36.     (N)    091 14 34.     (W)     SCALED    
 EH1456* NAVD 88     -        56.369  (meters)     184.94   (feet)  ADJUSTED  
 EH1456  ___________________________________________________________________
 EH1456  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH1456  DYNAMIC HT  -          56.314 (meters)     184.76  (feet)  COMP
 EH1456  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EH1456
 EH1456  VERT ORDER  -  SECOND    CLASS 0
 EH1456
 EH1456.The horizontal coordinates were scaled from a topographic map and have
 EH1456.an estimated accuracy of +/- 6 seconds.
 EH1456
 EH1456.The orthometric height was determined by differential leveling
 EH1456.and adjusted by the National Geodetic Survey in August 1993..
 EH1456
 EH1456.The geoid height was determined by GEOID03.
 EH1456
 EH1456.The dynamic height is computed by dividing the NAVD 88
 EH1456.geopotential number by the normal gravity value computed on the
 EH1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1456.degrees latitude (g = 980.6199 gals.).
 EH1456
 EH1456.The modeled gravity was interpolated from observed gravity values.
 EH1456
 EH1456;                    North         East    Units  Estimated Accuracy
 EH1456;SPC AR S     -   584,370.      469,680.      MT  (+/- 180 meters Scaled)
 EH1456
 EH1456                          SUPERSEDED SURVEY CONTROL
 EH1456
 EH1456  NGVD 29 (??/??/??)   56.436  (m)          185.16   (f) ADJUSTED    2 0
 EH1456
 EH1456.Superseded values are not recommended for survey control.
 EH1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1456.See file dsdata.txt to determine how the superseded data were derived.
 EH1456
 EH1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT616997(NAD 83)
 EH1456_MARKER: DB = BENCH MARK DISK
 EH1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1456_STAMPING: Q 82 1935
 EH1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1456+STABILITY: SURFACE MOTION
 EH1456
 EH1456  HISTORY     - Date     Condition        Report By
 EH1456  HISTORY     - 1935     MONUMENTED       CGS
 EH1456  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1456
 EH1456                          STATION DESCRIPTION
 EH1456
 EH1456'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH1456'6.5 MI NE FROM DEWITT.
 EH1456'6.5 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE COUNTY COURTHOUSE
 EH1456'AT DEWITT, ARKANSAS COUNTY, 0.2 MILE WEST OF PLEASANT GROVE SCHOOL,
 EH1456'0.5 MILE WEST OF VAN MERCANTILE, 106 YARDS EAST OF A CONCRETE CULVERT,
 EH1456'28 FEET WEST OF THE CENTER OF A NORTH-AND-SOUTH DIRT-ROAD CROSSING,
 EH1456'33.4 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET
 EH1456'NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE.  A STANDARD DISK,
 EH1456'STAMPED Q 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1635 ***********************************************************************
 DK1635  DESIGNATION -  Q 83
 DK1635  PID         -  DK1635
 DK1635  STATE/COUNTY-  AR/BRADLEY
 DK1635  USGS QUAD   -  WILMAR SOUTH (1972)
 DK1635
 DK1635                         *CURRENT SURVEY CONTROL
 DK1635  ___________________________________________________________________
 DK1635* NAD 83(1986)-  33 37 21.     (N)    091 59 58.     (W)     SCALED    
 DK1635* NAVD 88     -        37.541  (meters)     123.17   (feet)  ADJUSTED  
 DK1635  ___________________________________________________________________
 DK1635  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DK1635  DYNAMIC HT  -          37.503 (meters)     123.04  (feet)  COMP
 DK1635  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 DK1635
 DK1635  VERT ORDER  -  SECOND    CLASS 0
 DK1635
 DK1635.The horizontal coordinates were scaled from a topographic map and have
 DK1635.an estimated accuracy of +/- 6 seconds.
 DK1635
 DK1635.The orthometric height was determined by differential leveling
 DK1635.and adjusted by the National Geodetic Survey in June 1991..
 DK1635
 DK1635.The geoid height was determined by GEOID03.
 DK1635
 DK1635.The dynamic height is computed by dividing the NAVD 88
 DK1635.geopotential number by the normal gravity value computed on the
 DK1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1635.degrees latitude (g = 980.6199 gals.).
 DK1635
 DK1635.The modeled gravity was interpolated from observed gravity values.
 DK1635
 DK1635;                    North         East    Units  Estimated Accuracy
 DK1635;SPC AR S     -   506,010.      400,050.      MT  (+/- 180 meters Scaled)
 DK1635
 DK1635                          SUPERSEDED SURVEY CONTROL
 DK1635
 DK1635  NGVD 29 (??/??/??)   37.636  (m)          123.48   (f) ADJUSTED    2 0
 DK1635
 DK1635.Superseded values are not recommended for survey control.
 DK1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1635.See file dsdata.txt to determine how the superseded data were derived.
 DK1635
 DK1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT928207(NAD 83)
 DK1635_MARKER: DB = BENCH MARK DISK
 DK1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK1635_SP_SET: FOUNDATION
 DK1635_STAMPING: Q 83 1935
 DK1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1635
 DK1635  HISTORY     - Date     Condition        Report By
 DK1635  HISTORY     - 1935     MONUMENTED       CGS
 DK1635
 DK1635                          STATION DESCRIPTION
 DK1635
 DK1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1635'3.6 MI E FROM WARREN.
 DK1635'3.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1635'WARREN, BRADLEY COUNTY, 0.1 MILE EAST OF MILEPOST 458, 12.5 FEET
 DK1635'SOUTHWEST OF THE SOUTHWEST CORNER OF WOODEN TRESTLE 707, AT A STEEL
 DK1635'BRIDGE OVER THE SALINE RIVER, IN THE TOP OF THE CONCRETE FOUNDATION OF
 DK1635'THE WEST TELLTALE, 0.8 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE
 DK1635'FOUNDATION, AND 9.4 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 DK1635'STANDARD DISK, STAMPED Q 83 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0635 ***********************************************************************
 EJ0635  DESIGNATION -  Q 84
 EJ0635  PID         -  EJ0635
 EJ0635  STATE/COUNTY-  AR/GRANT
 EJ0635  USGS QUAD   -  BELFAST (1984)
 EJ0635
 EJ0635                         *CURRENT SURVEY CONTROL
 EJ0635  ___________________________________________________________________
 EJ0635* NAD 83(1986)-  34 23 40.     (N)    092 22 31.     (W)     SCALED    
 EJ0635* NAVD 88     -        89.066  (meters)     292.21   (feet)  ADJUSTED  
 EJ0635  ___________________________________________________________________
 EJ0635  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0635  DYNAMIC HT  -          88.981 (meters)     291.93  (feet)  COMP
 EJ0635  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 EJ0635
 EJ0635  VERT ORDER  -  SECOND    CLASS 0
 EJ0635
 EJ0635.The horizontal coordinates were scaled from a topographic map and have
 EJ0635.an estimated accuracy of +/- 6 seconds.
 EJ0635
 EJ0635.The orthometric height was determined by differential leveling
 EJ0635.and adjusted by the National Geodetic Survey in June 1991..
 EJ0635
 EJ0635.The geoid height was determined by GEOID03.
 EJ0635
 EJ0635.The dynamic height is computed by dividing the NAVD 88
 EJ0635.geopotential number by the normal gravity value computed on the
 EJ0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0635.degrees latitude (g = 980.6199 gals.).
 EJ0635
 EJ0635.The modeled gravity was interpolated from observed gravity values.
 EJ0635
 EJ0635;                    North         East    Units  Estimated Accuracy
 EJ0635;SPC AR S     -   591,700.      365,490.      MT  (+/- 180 meters Scaled)
 EJ0635
 EJ0635                          SUPERSEDED SURVEY CONTROL
 EJ0635
 EJ0635  NGVD 29 (??/??/92)   89.118  (m)          292.38   (f) ADJ UNCH    2 0
 EJ0635
 EJ0635.Superseded values are not recommended for survey control.
 EJ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0635.See file dsdata.txt to determine how the superseded data were derived.
 EJ0635
 EJ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU574060(NAD 83)
 EJ0635_MARKER: DB = BENCH MARK DISK
 EJ0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0635_STAMPING: Q 84 1935
 EJ0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0635+STABILITY: SURFACE MOTION
 EJ0635
 EJ0635  HISTORY     - Date     Condition        Report By
 EJ0635  HISTORY     - 1935     MONUMENTED       CGS
 EJ0635  HISTORY     - 1964     POOR             NGS
 EJ0635  HISTORY     - 20050901 MARK NOT FOUND   ARHD
 EJ0635
 EJ0635                          STATION DESCRIPTION
 EJ0635
 EJ0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EJ0635'6.4 MI N FROM SHERIDAN.
 EJ0635'6.4 MILES NORTH OF SHERIDAN, GRANT COUNTY, ALONG U. S. HIGHWAY 167
 EJ0635'FROM THE COURTHOUSE AT SHERIDAN, ON THE OLD HIGHWAY 167, 300 FEET
 EJ0635'SOUTH OF PIPE LINE X-ING AND 28 FEET WEST OF ROAD, NEAR SEC. LINE
 EJ0635'BETWEEN SEC. 2 AND 11, T. 4 S., R. 13 W.  A STANDARD DISK, STAMPED Q
 EJ0635'84 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0635
 EJ0635                          STATION RECOVERY (2005)
 EJ0635
 EJ0635'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (MSK)
 EJ0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0896 ***********************************************************************
 FG0896  DESIGNATION -  Q 85
 FG0896  PID         -  FG0896
 FG0896  STATE/COUNTY-  AR/JOHNSON
 FG0896  USGS QUAD   -  HAGARVILLE (1980)
 FG0896
 FG0896                         *CURRENT SURVEY CONTROL
 FG0896  ___________________________________________________________________
 FG0896* NAD 83(1986)-  35 31 07.     (N)    093 17 39.     (W)     SCALED    
 FG0896* NAVD 88     -       156.645  (meters)     513.93   (feet)  ADJUSTED  
 FG0896  ___________________________________________________________________
 FG0896  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FG0896  DYNAMIC HT  -         156.497 (meters)     513.44  (feet)  COMP
 FG0896  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 FG0896
 FG0896  VERT ORDER  -  SECOND    CLASS 0
 FG0896
 FG0896.The horizontal coordinates were scaled from a topographic map and have
 FG0896.an estimated accuracy of +/- 6 seconds.
 FG0896
 FG0896.The orthometric height was determined by differential leveling
 FG0896.and adjusted by the National Geodetic Survey in June 1991..
 FG0896
 FG0896.The geoid height was determined by GEOID03.
 FG0896
 FG0896.The dynamic height is computed by dividing the NAVD 88
 FG0896.geopotential number by the normal gravity value computed on the
 FG0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0896.degrees latitude (g = 980.6199 gals.).
 FG0896
 FG0896.The modeled gravity was interpolated from observed gravity values.
 FG0896
 FG0896;                    North         East    Units  Estimated Accuracy
 FG0896;SPC AR N     -   132,270.      282,620.      MT  (+/- 180 meters Scaled)
 FG0896
 FG0896                          SUPERSEDED SURVEY CONTROL
 FG0896
 FG0896  NGVD 29 (??/??/92)  156.609  (m)          513.81   (f) ADJ UNCH    2 0
 FG0896
 FG0896.Superseded values are not recommended for survey control.
 FG0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0896.See file dsdata.txt to determine how the superseded data were derived.
 FG0896
 FG0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV733305(NAD 83)
 FG0896_MARKER: DB = BENCH MARK DISK
 FG0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0896_STAMPING: Q-85 1935
 FG0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0896+STABILITY: SURFACE MOTION
 FG0896
 FG0896  HISTORY     - Date     Condition        Report By
 FG0896  HISTORY     - 1935     MONUMENTED       CGS
 FG0896  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0896
 FG0896                          STATION DESCRIPTION
 FG0896
 FG0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0896'2.0 MI E FROM HAGARVILLE.
 FG0896'2.0 MILES EAST OF, ALONG HAGARVILLE-HOWARD SCHOOL RD. FROM THE C. E.
 FG0896'MORRIS RESIDENCE.  ABOUT 180 FEET SOUTH OF JUNCTION OF SMALL CREEK
 FG0896'WITH GRANNEY CREEK. 66 FEET SOUTHEAST OF CENTERLINE OF JUNCTION OF
 FG0896'ARCH BOWMAN ROAD WITH HAGARVILLE-HOWARD SCHOOL ROAD. 47 FEET SOUTHWEST
 FG0896'OF BRIDGE ACROSS SMALL CREEK. 32 FEET SOUTH OF OAK TREE PAINTED U.S.
 FG0896'B.M. 511.5.  30 FEET SOUTH OF CENTERLINE OF HAGARVILLE-HOWARD SCHOOL
 FG0896'ROAD.  16 FEET WEST OF CENTERLINE OF CREEK. 3 FEET ABOVE LEVEL OF
 FG0896'ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG0896
 FG0896                          STATION RECOVERY (1960)
 FG0896
 FG0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FG0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0180 ***********************************************************************
 FF0180  DESIGNATION -  Q 86
 FF0180  PID         -  FF0180
 FF0180  STATE/COUNTY-  AR/CRITTENDEN
 FF0180  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0180
 FF0180                         *CURRENT SURVEY CONTROL
 FF0180  ___________________________________________________________________
 FF0180* NAD 83(1986)-  35 11 38.     (N)    090 14 24.     (W)     SCALED    
 FF0180* NAVD 88     -        67.628  (meters)     221.88   (feet)  POSTED    
 FF0180  ___________________________________________________________________
 FF0180  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0180  DYNAMIC HT  -          67.570 (meters)     221.69  (feet)  COMP
 FF0180  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FF0180
 FF0180  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0180
 FF0180.The horizontal coordinates were scaled from a topographic map and have
 FF0180.an estimated accuracy of +/- 6 seconds.
 FF0180
 FF0180.The orthometric height was determined by differential leveling
 FF0180.and adjusted by the National Geodetic Survey in 1992..
 FF0180.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0180.rate of 1.1 thru 2.0 mm/km.
 FF0180
 FF0180.The geoid height was determined by GEOID03.
 FF0180
 FF0180.The dynamic height is computed by dividing the NAVD 88
 FF0180.geopotential number by the normal gravity value computed on the
 FF0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0180.degrees latitude (g = 980.6199 gals.).
 FF0180
 FF0180.The modeled gravity was interpolated from observed gravity values.
 FF0180
 FF0180;                    North         East    Units  Estimated Accuracy
 FF0180;SPC AR N     -    96,900.      560,270.      MT  (+/- 180 meters Scaled)
 FF0180
 FF0180                          SUPERSEDED SURVEY CONTROL
 FF0180
 FF0180  NGVD 29 (??/??/??)   67.635  (m)          221.90   (f) ADJUSTED    2 0
 FF0180
 FF0180.Superseded values are not recommended for survey control.
 FF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0180.See file dsdata.txt to determine how the superseded data were derived.
 FF0180
 FF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU512980(NAD 83)
 FF0180_MARKER: DB = BENCH MARK DISK
 FF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0180_STAMPING: Q 86 1935
 FF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0180+STABILITY: SURFACE MOTION
 FF0180
 FF0180  HISTORY     - Date     Condition        Report By
 FF0180  HISTORY     - 1935     MONUMENTED       CGS
 FF0180  HISTORY     - 20030130 MARK NOT FOUND   USACE
 FF0180
 FF0180                          STATION DESCRIPTION
 FF0180
 FF0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0180'3.6 MI E FROM VINCENT.
 FF0180'3.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0180'STATION AT VINCENT, CRITTENDEN COUNTY, 85.2 FEET SOUTH OF
 FF0180'THE TWENTY-FOURTH POLE EAST OF MILEPOST 366, 130 FEET WEST OF
 FF0180'BRIDGE 135, 41.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 20.5
 FF0180'FEET WEST OF A POLE, AND 8.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FF0180'A STANDARD DISK, STAMPED Q 86 1935 AND SET IN THE TOP OF A
 FF0180'CONCRETE POST.
 FF0180
 FF0180                          STATION RECOVERY (2003)
 FF0180
 FF0180'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0236 ***********************************************************************
 EK0236  DESIGNATION -  Q 87
 EK0236  PID         -  EK0236
 EK0236  STATE/COUNTY-  AR/SEVIER
 EK0236  USGS QUAD   -  GILLHAM (1964)
 EK0236
 EK0236                         *CURRENT SURVEY CONTROL
 EK0236  ___________________________________________________________________
 EK0236* NAD 83(1986)-  34 09 47.     (N)    094 18 20.     (W)     SCALED    
 EK0236* NAVD 88     -       224.039  (meters)     735.03   (feet)  ADJUSTED  
 EK0236  ___________________________________________________________________
 EK0236  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EK0236  DYNAMIC HT  -         223.811 (meters)     734.29  (feet)  COMP
 EK0236  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 EK0236
 EK0236  VERT ORDER  -  SECOND    CLASS 0
 EK0236
 EK0236.The horizontal coordinates were scaled from a topographic map and have
 EK0236.an estimated accuracy of +/- 6 seconds.
 EK0236
 EK0236.The orthometric height was determined by differential leveling
 EK0236.and adjusted by the National Geodetic Survey in June 1991..
 EK0236
 EK0236.The geoid height was determined by GEOID03.
 EK0236
 EK0236.The dynamic height is computed by dividing the NAVD 88
 EK0236.geopotential number by the normal gravity value computed on the
 EK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0236.degrees latitude (g = 980.6199 gals.).
 EK0236
 EK0236.The modeled gravity was interpolated from observed gravity values.
 EK0236
 EK0236;                    North         East    Units  Estimated Accuracy
 EK0236;SPC AR S     -   568,360.      187,440.      MT  (+/- 180 meters Scaled)
 EK0236
 EK0236                          SUPERSEDED SURVEY CONTROL
 EK0236
 EK0236  NGVD 29 (??/??/92)  224.016  (m)          734.96   (f) ADJ UNCH    2 0
 EK0236
 EK0236.Superseded values are not recommended for survey control.
 EK0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0236.See file dsdata.txt to determine how the superseded data were derived.
 EK0236
 EK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT796810(NAD 83)
 EK0236_MARKER: DB = BENCH MARK DISK
 EK0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0236_STAMPING: Q-87 1935
 EK0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0236+STABILITY: SURFACE MOTION
 EK0236
 EK0236  HISTORY     - Date     Condition        Report By
 EK0236  HISTORY     - 1935     MONUMENTED       CGS
 EK0236  HISTORY     - 1967     GOOD             NGS
 EK0236  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0236  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EK0236
 EK0236                          STATION DESCRIPTION
 EK0236
 EK0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0236'0.8 MI SE FROM GILLHAM.
 EK0236'.8 MILE SOUTHEAST OF THE K.C.S. RY. STATION, ALONG RAILROAD TRACK,
 EK0236'ABOUT .1 MILE SOUTH OF M.P. 422, AT THE JUNCTION OF DUDLEY CREEK
 EK0236'ROAD, 60 FEET SOUTH OF DUDLEY CREEK ROAD CENTERLINE, 40.5 FEET
 EK0236'EAST OF RAILROAD CENTERLINE, 10 FEET WEST OF R/W FENCE CORNER,
 EK0236'1 FT. NORTH OF THE CATTLE GUARD FENCE.  TABLET SET IN TOP OF
 EK0236'CONCRETE POST, PRECAST.
 EK0236
 EK0236                          STATION RECOVERY (1967)
 EK0236
 EK0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EK0236'RECOVERED IN GOOD CONDITION.
 EK0236
 EK0236                          STATION RECOVERY (1985)
 EK0236
 EK0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0236'NOT RECOVERED, PROBABLY TAKEN OUT WHEN THE RAILROAD TOWER AND SWITCH
 EK0236'STATION WAS BUILT.
 EK0236
 EK0236                          STATION RECOVERY (1988)
 EK0236
 EK0236'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0278 ***********************************************************************
 EK0278  DESIGNATION -  Q 88
 EK0278  PID         -  EK0278
 EK0278  STATE/COUNTY-  AR/HOWARD
 EK0278  USGS QUAD   -  GILLHAM DAM (1964)
 EK0278
 EK0278                         *CURRENT SURVEY CONTROL
 EK0278  ___________________________________________________________________
 EK0278* NAD 83(1986)-  34 12 00.     (N)    094 09 42.     (W)     SCALED    
 EK0278* NAVD 88     -       239.465  (meters)     785.64   (feet)  ADJUSTED  
 EK0278  ___________________________________________________________________
 EK0278  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EK0278  DYNAMIC HT  -         239.219 (meters)     784.84  (feet)  COMP
 EK0278  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 EK0278
 EK0278  VERT ORDER  -  SECOND    CLASS 0
 EK0278
 EK0278.The horizontal coordinates were scaled from a topographic map and have
 EK0278.an estimated accuracy of +/- 6 seconds.
 EK0278
 EK0278.The orthometric height was determined by differential leveling
 EK0278.and adjusted by the National Geodetic Survey in June 1991..
 EK0278
 EK0278.The geoid height was determined by GEOID03.
 EK0278
 EK0278.The dynamic height is computed by dividing the NAVD 88
 EK0278.geopotential number by the normal gravity value computed on the
 EK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0278.degrees latitude (g = 980.6199 gals.).
 EK0278
 EK0278.The modeled gravity was interpolated from observed gravity values.
 EK0278
 EK0278;                    North         East    Units  Estimated Accuracy
 EK0278;SPC AR S     -   572,170.      200,790.      MT  (+/- 180 meters Scaled)
 EK0278
 EK0278                          SUPERSEDED SURVEY CONTROL
 EK0278
 EK0278  NGVD 29 (??/??/92)  239.429  (m)          785.53   (f) ADJ UNCH    2 0
 EK0278
 EK0278.Superseded values are not recommended for survey control.
 EK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0278.See file dsdata.txt to determine how the superseded data were derived.
 EK0278
 EK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT929849(NAD 83)
 EK0278_MARKER: DB = BENCH MARK DISK
 EK0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0278_STAMPING: Q 88 1935
 EK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0278+STABILITY: SURFACE MOTION
 EK0278
 EK0278  HISTORY     - Date     Condition        Report By
 EK0278  HISTORY     - 1935     MONUMENTED       CGS
 EK0278  HISTORY     - 1962     GOOD             NGS
 EK0278
 EK0278                          STATION DESCRIPTION
 EK0278
 EK0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0278'4.3 MI SW FROM GALENA.
 EK0278'ABOUT 0.05 MILE WEST OF A T-INTERSECTION, JUST NORTH OF AN OLD
 EK0278'BUILDING SITE, 50 FEET SOUTHEAST ACROSS ROAD FROM A LARGE OAK
 EK0278'TREE, JUST WEST OF A ROCK WITH THE LETTERS BM PAINTED ON IT AND
 EK0278'JUST NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0235 ***********************************************************************
 EK0235  DESIGNATION -  Q 89
 EK0235  PID         -  EK0235
 EK0235  STATE/COUNTY-  AR/HOWARD
 EK0235  USGS QUAD   -  DIERKS DAM (1966)
 EK0235
 EK0235                         *CURRENT SURVEY CONTROL
 EK0235  ___________________________________________________________________
 EK0235* NAD 83(1986)-  34 14 53.     (N)    094 00 17.     (W)     SCALED    
 EK0235* NAVD 88     -       219.634  (meters)     720.58   (feet)  ADJUSTED  
 EK0235  ___________________________________________________________________
 EK0235  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 EK0235  DYNAMIC HT  -         219.409 (meters)     719.84  (feet)  COMP
 EK0235  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 EK0235
 EK0235  VERT ORDER  -  SECOND    CLASS 0
 EK0235
 EK0235.The horizontal coordinates were scaled from a topographic map and have
 EK0235.an estimated accuracy of +/- 6 seconds.
 EK0235
 EK0235.The orthometric height was determined by differential leveling
 EK0235.and adjusted by the National Geodetic Survey in June 1991..
 EK0235
 EK0235.The geoid height was determined by GEOID03.
 EK0235
 EK0235.The dynamic height is computed by dividing the NAVD 88
 EK0235.geopotential number by the normal gravity value computed on the
 EK0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0235.degrees latitude (g = 980.6199 gals.).
 EK0235
 EK0235.The modeled gravity was interpolated from observed gravity values.
 EK0235
 EK0235;                    North         East    Units  Estimated Accuracy
 EK0235;SPC AR S     -   577,200.      215,360.      MT  (+/- 180 meters Scaled)
 EK0235
 EK0235                          SUPERSEDED SURVEY CONTROL
 EK0235
 EK0235  NGVD 29 (??/??/92)  219.592  (m)          720.44   (f) ADJ UNCH    2 0
 EK0235
 EK0235.Superseded values are not recommended for survey control.
 EK0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0235.See file dsdata.txt to determine how the superseded data were derived.
 EK0235
 EK0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT074901(NAD 83)
 EK0235_MARKER: DB = BENCH MARK DISK
 EK0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0235_STAMPING: Q-89 1935
 EK0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0235+STABILITY: SURFACE MOTION
 EK0235
 EK0235  HISTORY     - Date     Condition        Report By
 EK0235  HISTORY     - 1935     MONUMENTED       CGS
 EK0235  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0235
 EK0235                          STATION DESCRIPTION
 EK0235
 EK0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0235'4.3 MI E FROM BURG.
 EK0235'4.3 MILES EAST OF, ALONG OLD BURG-NEW HOPE ROAD, FROM JCT. OF
 EK0235'BURG-GILLHAM RD. WITH UMPIRE RD.  AT THE AMOS PINKERTON FARM,
 EK0235'ABOUT .3 MILE NORTHEAST OF FORD OF THE SALINE RIVER, ABOUT 215
 EK0235'FEET SOUTHWEST OF JUNCTION OF ROAD SOUTH, 23.5 FEET NORTHWEST OF
 EK0235'THE ROAD CENTERLINE, 1 FT. SOUTHEAST OF THE PROPERTY LINE FENCE,
 EK0235'TABLET SET IN TOP OF A PRECAST CONCRETE POST.
 EK0235
 EK0235                          STATION RECOVERY (1962)
 EK0235
 EK0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1124 ***********************************************************************
 FF1124  DESIGNATION -  Q 9
 FF1124  PID         -  FF1124
 FF1124  STATE/COUNTY-  AR/LAWRENCE
 FF1124  USGS QUAD   -  ALICIA (1980)
 FF1124
 FF1124                         *CURRENT SURVEY CONTROL
 FF1124  ___________________________________________________________________
 FF1124* NAD 83(1986)-  35 58 30.     (N)    091 01 35.     (W)     SCALED    
 FF1124* NAVD 88     -        79.900  (meters)     262.14   (feet)  ADJUSTED  
 FF1124  ___________________________________________________________________
 FF1124  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FF1124  DYNAMIC HT  -          79.833 (meters)     261.92  (feet)  COMP
 FF1124  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 FF1124
 FF1124  VERT ORDER  -  FIRST     CLASS II
 FF1124
 FF1124.The horizontal coordinates were scaled from a topographic map and have
 FF1124.an estimated accuracy of +/- 6 seconds.
 FF1124
 FF1124.The orthometric height was determined by differential leveling
 FF1124.and adjusted by the National Geodetic Survey in June 1991..
 FF1124
 FF1124.The geoid height was determined by GEOID03.
 FF1124
 FF1124.The dynamic height is computed by dividing the NAVD 88
 FF1124.geopotential number by the normal gravity value computed on the
 FF1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1124.degrees latitude (g = 980.6199 gals.).
 FF1124
 FF1124.The modeled gravity was interpolated from observed gravity values.
 FF1124
 FF1124;                    North         East    Units  Estimated Accuracy
 FF1124;SPC AR N     -   182,570.      487,810.      MT  (+/- 180 meters Scaled)
 FF1124
 FF1124                          SUPERSEDED SURVEY CONTROL
 FF1124
 FF1124  NGVD 29 (??/??/??)   79.816  (m)          261.86   (f) ADJUSTED    1 2
 FF1124
 FF1124.Superseded values are not recommended for survey control.
 FF1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1124.See file dsdata.txt to determine how the superseded data were derived.
 FF1124
 FF1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV779829(NAD 83)
 FF1124_MARKER: DB = BENCH MARK DISK
 FF1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1124_STAMPING: 261.863 Q 9 1931
 FF1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1124+STABILITY: SURFACE MOTION
 FF1124
 FF1124  HISTORY     - Date     Condition        Report By
 FF1124  HISTORY     - 1931     MONUMENTED       CGS
 FF1124  HISTORY     - 1934     GOOD             CGS
 FF1124  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF1124
 FF1124                          STATION DESCRIPTION
 FF1124
 FF1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1124'AT MINTURN.
 FF1124'AT MINTURN, LAWRENCE COUNTY, 40 FEET NORTHEAST OF THE NORTHEAST
 FF1124'END OF THE MISSOURI PACIFIC RAILROAD STATION, AND 28 FEET WEST
 FF1124'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 FF1124'261.863 Q 9 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FF1124
 FF1124                          STATION RECOVERY (1934)
 FF1124
 FF1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1124'RECOVERED IN GOOD CONDITION.
 FF1124
 FF1124                          STATION RECOVERY (1975)
 FF1124
 FF1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0074 ***********************************************************************
 FF0074  DESIGNATION -  Q 9 26
 FF0074  PID         -  FF0074
 FF0074  STATE/COUNTY-  AR/MISSISSIPPI
 FF0074  USGS QUAD   -  LEACHVILLE (1983)
 FF0074
 FF0074                         *CURRENT SURVEY CONTROL
 FF0074  ___________________________________________________________________
 FF0074* NAD 83(1986)-  35 56 12.     (N)    090 15 31.     (W)     SCALED    
 FF0074* NAVD 88     -        72.467  (meters)     237.75   (feet)  ADJUSTED  
 FF0074  ___________________________________________________________________
 FF0074  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FF0074  DYNAMIC HT  -          72.405 (meters)     237.55  (feet)  COMP
 FF0074  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 FF0074
 FF0074  VERT ORDER  -  FIRST     CLASS II
 FF0074
 FF0074.The horizontal coordinates were scaled from a topographic map and have
 FF0074.an estimated accuracy of +/- 6 seconds.
 FF0074
 FF0074.The orthometric height was determined by differential leveling
 FF0074.and adjusted by the National Geodetic Survey in June 1991..
 FF0074.WARNING-Repeat measurements at this control monument indicate possible
 FF0074.vertical movement.
 FF0074
 FF0074.The geoid height was determined by GEOID03.
 FF0074
 FF0074.The dynamic height is computed by dividing the NAVD 88
 FF0074.geopotential number by the normal gravity value computed on the
 FF0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0074.degrees latitude (g = 980.6199 gals.).
 FF0074
 FF0074.The modeled gravity was interpolated from observed gravity values.
 FF0074
 FF0074;                    North         East    Units  Estimated Accuracy
 FF0074;SPC AR N     -   179,270.      557,120.      MT  (+/- 180 meters Scaled)
 FF0074
 FF0074                          SUPERSEDED SURVEY CONTROL
 FF0074
 FF0074  NGVD 29 (??/??/??)   72.455  (m)          237.71   (f) ADJUSTED    1 2
 FF0074
 FF0074.Superseded values are not recommended for survey control.
 FF0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0074.See file dsdata.txt to determine how the superseded data were derived.
 FF0074
 FF0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV473803(NAD 83)
 FF0074_MARKER: P = PIPE CAP
 FF0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0074_STAMPING: O-9-26
 FF0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0074
 FF0074  HISTORY     - Date     Condition        Report By
 FF0074  HISTORY     - UNK      MONUMENTED       DOD
 FF0074  HISTORY     - 1956     GOOD             CGS
 FF0074  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0074
 FF0074                          STATION DESCRIPTION
 FF0074
 FF0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0074'AT LEACHVILLE.
 FF0074'AT LEACHVILLE, ABOUT 0.1 MILE SOUTH ALONG THE ST. LOUIS
 FF0074'SOUTHWESTERN RAILWAY FROM THE CROSSING OF THE ST. LOUIS-SAN
 FF0074'FRANCISCO RAILWAY, 171 FEET NORTH-NORTHWEST AND ACROSS TRACK FROM
 FF0074'THE NORTHWEST CORNER OF MAIN PART OF THE ST. LOUIS SOUTHWESTERN
 FF0074'RY. STATION, 22 FEET WEST OF WEST RAIL OF MAIN TRACK, 84 FEET
 FF0074'NORTH-NORTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND AN
 FF0074'EAST-WEST STREET, 52 FEET EAST-NORTHEAST AND ACROSS A GRAVEL
 FF0074'STREET FROM THE SOUTHEAST CORNER OF TIN BUILDING OF BYLTHEVILLE
 FF0074'SOYBEAN CORP. SEED AND FEED STORE AND WAREHOUSE, ABOUT 1 1/2
 FF0074'FEET BELOW LEVEL OF TRAC AND IS A U.S.E. PIPE AND CAP IN CONCRETE
 FF0074'PROJECTING 1 INCH.  NOTE-- THE MARK LEANS SLIGHTLY TO THE SOUTH
 FF0074'AND IS BEING DRIVEN OVER BY CARS AND TRUCKS.  THIS MARK WAS
 FF0074'ERRANEOUSLY DESIGNATED Q 9 26 IN THE ORIGINAL LEVELING.
 FF0074
 FF0074                          STATION RECOVERY (2002)
 FF0074
 FF0074'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0945 ***********************************************************************
 DK0945  DESIGNATION -  Q 90
 DK0945  PID         -  DK0945
 DK0945  STATE/COUNTY-  AR/DESHA
 DK0945  USGS QUAD   -  DUMAS (1969)
 DK0945
 DK0945                         *CURRENT SURVEY CONTROL
 DK0945  ___________________________________________________________________
 DK0945* NAD 83(1986)-  33 53 19.     (N)    091 29 32.     (W)     SCALED    
 DK0945* NAVD 88     -        50.330  (meters)     165.12   (feet)  ADJUSTED  
 DK0945  ___________________________________________________________________
 DK0945  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0945  DYNAMIC HT  -          50.280 (meters)     164.96  (feet)  COMP
 DK0945  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 DK0945
 DK0945  VERT ORDER  -  FIRST     CLASS II
 DK0945
 DK0945.The horizontal coordinates were scaled from a topographic map and have
 DK0945.an estimated accuracy of +/- 6 seconds.
 DK0945
 DK0945.The orthometric height was determined by differential leveling
 DK0945.and adjusted by the National Geodetic Survey in June 1991..
 DK0945
 DK0945.The geoid height was determined by GEOID03.
 DK0945
 DK0945.The dynamic height is computed by dividing the NAVD 88
 DK0945.geopotential number by the normal gravity value computed on the
 DK0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0945.degrees latitude (g = 980.6199 gals.).
 DK0945
 DK0945.The modeled gravity was interpolated from observed gravity values.
 DK0945
 DK0945;                    North         East    Units  Estimated Accuracy
 DK0945;SPC AR S     -   535,650.      446,970.      MT  (+/- 180 meters Scaled)
 DK0945
 DK0945                          SUPERSEDED SURVEY CONTROL
 DK0945
 DK0945  NGVD 29 (??/??/??)   50.473  (m)          165.59   (f) ADJUSTED    1 2
 DK0945
 DK0945.Superseded values are not recommended for survey control.
 DK0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0945.See file dsdata.txt to determine how the superseded data were derived.
 DK0945
 DK0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT394508(NAD 83)
 DK0945_MARKER: DB = BENCH MARK DISK
 DK0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0945_STAMPING: Q 90 1935
 DK0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0945+STABILITY: SURFACE MOTION
 DK0945
 DK0945  HISTORY     - Date     Condition        Report By
 DK0945  HISTORY     - 1935     MONUMENTED       CGS
 DK0945  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0945  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK0945
 DK0945                          STATION DESCRIPTION
 DK0945
 DK0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0945'IN DUMAS.
 DK0945'AT DUMAS, DESHA COUNTY, 150 FEET NORTH OF THE NORTHWEST CORNER OF THE
 DK0945'MISSOURI PACIFIC RAILROAD STATION, 88 FEET WEST OF THE SOUTHWEST
 DK0945'CORNER OF THE C.R. MCHENNON AND SON STORE, 51 FEET WEST OF THE
 DK0945'CENTERLINE OF RAILROAD AVENUE, AND 24 FEET EAST OF THE CENTERLINE OF
 DK0945'THE MAIN TRACK.  A STANDARD DISK, STAMPED Q 90 1935 AND SET IN THE TOP
 DK0945'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 DK0945
 DK0945                          STATION RECOVERY (1984)
 DK0945
 DK0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0945'SEARCHED FOR BUT NOT RECOVERED.  NOTE, NOT RECOVERED IN 1955 BY USGS.
 DK0945'AREA DESCRIBED HAS BEEN CLEARED AND IS NOW A PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1380 ***********************************************************************
 FG1380  DESIGNATION -  Q 92
 FG1380  PID         -  FG1380
 FG1380  STATE/COUNTY-  AR/FRANKLIN
 FG1380  USGS QUAD   -  OZARK (1993)
 FG1380
 FG1380                         *CURRENT SURVEY CONTROL
 FG1380  ___________________________________________________________________
 FG1380* NAD 83(1986)-  35 29 20.     (N)    093 50 34.     (W)     SCALED    
 FG1380* NAVD 88     -       144.153  (meters)     472.94   (feet)  ADJUSTED  
 FG1380  ___________________________________________________________________
 FG1380  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FG1380  DYNAMIC HT  -         144.020 (meters)     472.51  (feet)  COMP
 FG1380  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 FG1380
 FG1380  VERT ORDER  -  SECOND    CLASS 0
 FG1380
 FG1380.The horizontal coordinates were scaled from a topographic map and have
 FG1380.an estimated accuracy of +/- 6 seconds.
 FG1380
 FG1380.The orthometric height was determined by differential leveling
 FG1380.and adjusted by the National Geodetic Survey in June 1991..
 FG1380
 FG1380.The geoid height was determined by GEOID03.
 FG1380
 FG1380.The dynamic height is computed by dividing the NAVD 88
 FG1380.geopotential number by the normal gravity value computed on the
 FG1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1380.degrees latitude (g = 980.6199 gals.).
 FG1380
 FG1380.The modeled gravity was interpolated from observed gravity values.
 FG1380
 FG1380;                    North         East    Units  Estimated Accuracy
 FG1380;SPC AR N     -   129,760.      232,800.      MT  (+/- 180 meters Scaled)
 FG1380
 FG1380                          SUPERSEDED SURVEY CONTROL
 FG1380
 FG1380  NGVD 29 (??/??/92)  144.104  (m)          472.78   (f) ADJ UNCH    2 0
 FG1380
 FG1380.Superseded values are not recommended for survey control.
 FG1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1380.See file dsdata.txt to determine how the superseded data were derived.
 FG1380
 FG1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV235275(NAD 83)
 FG1380_MARKER: DB = BENCH MARK DISK
 FG1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1380_STAMPING: Q 92 1935
 FG1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1380+STABILITY: SURFACE MOTION
 FG1380
 FG1380  HISTORY     - Date     Condition        Report By
 FG1380  HISTORY     - 1935     MONUMENTED       CGS
 FG1380  HISTORY     - 1963     GOOD             NGS
 FG1380
 FG1380                          STATION DESCRIPTION
 FG1380
 FG1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG1380'1.1 MI W FROM OZARK.
 FG1380'1.1 MILES WEST ALONG THE U. S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FG1380'RAILROAD STATION AT OZARK, FRANKLIN COUNTY, 7 FEET NORTH OF NORTH
 FG1380'CORNER OF CABIN OF OZARK MOTEL, 4 FEET WEST OF A POLE, 37 FEET SOUTH
 FG1380'OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 23.  A STANDARD DISK,
 FG1380'STAMPED Q 92 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1511 ***********************************************************************
 FG1511  DESIGNATION -  Q 93
 FG1511  PID         -  FG1511
 FG1511  STATE/COUNTY-  AR/FRANKLIN
 FG1511  USGS QUAD   -  CRAVENS (1973)
 FG1511
 FG1511                         *CURRENT SURVEY CONTROL
 FG1511  ___________________________________________________________________
 FG1511* NAD 83(1986)-  35 32 23.     (N)    093 59 56.     (W)     SCALED    
 FG1511* NAVD 88     -       144.300  (meters)     473.42   (feet)  ADJUSTED  
 FG1511  ___________________________________________________________________
 FG1511  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FG1511  DYNAMIC HT  -         144.168 (meters)     472.99  (feet)  COMP
 FG1511  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FG1511
 FG1511  VERT ORDER  -  SECOND    CLASS 0
 FG1511
 FG1511.The horizontal coordinates were scaled from a topographic map and have
 FG1511.an estimated accuracy of +/- 6 seconds.
 FG1511
 FG1511.The orthometric height was determined by differential leveling
 FG1511.and adjusted by the National Geodetic Survey in June 1991..
 FG1511
 FG1511.The geoid height was determined by GEOID03.
 FG1511
 FG1511.The dynamic height is computed by dividing the NAVD 88
 FG1511.geopotential number by the normal gravity value computed on the
 FG1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1511.degrees latitude (g = 980.6199 gals.).
 FG1511
 FG1511.The modeled gravity was interpolated from observed gravity values.
 FG1511
 FG1511;                    North         East    Units  Estimated Accuracy
 FG1511;SPC AR N     -   135,680.      218,760.      MT  (+/- 180 meters Scaled)
 FG1511
 FG1511                          SUPERSEDED SURVEY CONTROL
 FG1511
 FG1511  NGVD 29 (??/??/92)  144.229  (m)          473.19   (f) ADJ UNCH    2 0
 FG1511
 FG1511.Superseded values are not recommended for survey control.
 FG1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1511.See file dsdata.txt to determine how the superseded data were derived.
 FG1511
 FG1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV094333(NAD 83)
 FG1511_MARKER: DB = BENCH MARK DISK
 FG1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1511_STAMPING: Q 93 1935
 FG1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1511+STABILITY: SURFACE MOTION
 FG1511
 FG1511  HISTORY     - Date     Condition        Report By
 FG1511  HISTORY     - 1935     MONUMENTED       CGS
 FG1511  HISTORY     - 1968     GOOD             USGS
 FG1511
 FG1511                          STATION DESCRIPTION
 FG1511
 FG1511'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FG1511'5.3 MI NE FROM MULBERRY.
 FG1511'ABOUT 5.3 MILES NORTHEAST ALONG THE MULBERRY-CRAVENS ROAD FROM THE
 FG1511'MISSOURI PACIFIC RAILROAD STATION AT MULBERRY, CRAWFORD COUNTY 47 FEET
 FG1511'NORTH OF THE CENTER LINE OF THE ROAD, 26 FEET NORTH OF THE EAST END OF
 FG1511'A GATE, 44 FEET NORTHWEST OF A POWER POLE, 99 FEET NORTH OF THE NORTH
 FG1511'SIDE OF AN ABANDONED FARMHOUSE.  A STANDARD DISK, STAMPED Q 93 1935
 FG1511'AND SET IN THE TOP OF A CONCRETE POST. (473.191).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1467 ***********************************************************************
 FG1467  DESIGNATION -  Q 95
 FG1467  PID         -  FG1467
 FG1467  STATE/COUNTY-  AR/MADISON
 FG1467  USGS QUAD   -  BOSTON (1973)
 FG1467
 FG1467                         *CURRENT SURVEY CONTROL
 FG1467  ___________________________________________________________________
 FG1467* NAD 83(1986)-  35 46 06.     (N)    093 35 21.     (W)     SCALED    
 FG1467* NAVD 88     -       352.990  (meters)    1158.10   (feet)  ADJUSTED  
 FG1467  ___________________________________________________________________
 FG1467  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FG1467  DYNAMIC HT  -         352.648 (meters)    1156.98  (feet)  COMP
 FG1467  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 FG1467
 FG1467  VERT ORDER  -  SECOND    CLASS 0
 FG1467
 FG1467.The horizontal coordinates were scaled from a topographic map and have
 FG1467.an estimated accuracy of +/- 6 seconds.
 FG1467
 FG1467.The orthometric height was determined by differential leveling
 FG1467.and adjusted by the National Geodetic Survey in June 1991..
 FG1467
 FG1467.The geoid height was determined by GEOID03.
 FG1467
 FG1467.The dynamic height is computed by dividing the NAVD 88
 FG1467.geopotential number by the normal gravity value computed on the
 FG1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1467.degrees latitude (g = 980.6199 gals.).
 FG1467
 FG1467.The modeled gravity was interpolated from observed gravity values.
 FG1467
 FG1467;                    North         East    Units  Estimated Accuracy
 FG1467;SPC AR N     -   160,360.      256,310.      MT  (+/- 180 meters Scaled)
 FG1467
 FG1467                          SUPERSEDED SURVEY CONTROL
 FG1467
 FG1467  NGVD 29 (??/??/92)  352.889  (m)         1157.77   (f) ADJ UNCH    2 0
 FG1467
 FG1467.Superseded values are not recommended for survey control.
 FG1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1467.See file dsdata.txt to determine how the superseded data were derived.
 FG1467
 FG1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV467584(NAD 83)
 FG1467_MARKER: DB = BENCH MARK DISK
 FG1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1467_STAMPING: Q 95 1935
 FG1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1467+STABILITY: SURFACE MOTION
 FG1467
 FG1467  HISTORY     - Date     Condition        Report By
 FG1467  HISTORY     - 1935     MONUMENTED       CGS
 FG1467
 FG1467                          STATION DESCRIPTION
 FG1467
 FG1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1467'IN SPOKE PLANT.
 FG1467'AT SPOKE PLANT, MADISON COUNTY, AT THE SCHOOL, 48 FEET SOUTH OF THE
 FG1467'SOUTH SIDE OF A ROCKY POINT, 35 FEET NORTHEAST OF THE NORTH CORNER OF
 FG1467'THE SCHOOLHOUSE, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND
 FG1467'8 FEET SOUTHEAST OF 12-INCH WALNUT TREE.  A STANDARD DISK, STAMPED Q
 FG1467'95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0649 ***********************************************************************
 EJ0649  DESIGNATION -  Q 96
 EJ0649  PID         -  EJ0649
 EJ0649  STATE/COUNTY-  AR/GRANT
 EJ0649  USGS QUAD   -  BELFAST (1984)
 EJ0649
 EJ0649                         *CURRENT SURVEY CONTROL
 EJ0649  ___________________________________________________________________
 EJ0649* NAD 83(1986)-  34 26 49.     (N)    092 23 50.     (W)     SCALED    
 EJ0649* NAVD 88     -       104.583  (meters)     343.12   (feet)  ADJUSTED  
 EJ0649  ___________________________________________________________________
 EJ0649  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EJ0649  DYNAMIC HT  -         104.484 (meters)     342.79  (feet)  COMP
 EJ0649  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 EJ0649
 EJ0649  VERT ORDER  -  SECOND    CLASS 0
 EJ0649
 EJ0649.The horizontal coordinates were scaled from a topographic map and have
 EJ0649.an estimated accuracy of +/- 6 seconds.
 EJ0649
 EJ0649.The orthometric height was determined by differential leveling
 EJ0649.and adjusted by the National Geodetic Survey in June 1991..
 EJ0649
 EJ0649.The geoid height was determined by GEOID03.
 EJ0649
 EJ0649.The dynamic height is computed by dividing the NAVD 88
 EJ0649.geopotential number by the normal gravity value computed on the
 EJ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0649.degrees latitude (g = 980.6199 gals.).
 EJ0649
 EJ0649.The modeled gravity was interpolated from observed gravity values.
 EJ0649
 EJ0649;                    North         East    Units  Estimated Accuracy
 EJ0649;SPC AR S     -   597,530.      363,500.      MT  (+/- 180 meters Scaled)
 EJ0649
 EJ0649                          SUPERSEDED SURVEY CONTROL
 EJ0649
 EJ0649  NGVD 29 (??/??/92)  104.630  (m)          343.27   (f) ADJ UNCH    2 0
 EJ0649
 EJ0649.Superseded values are not recommended for survey control.
 EJ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0649.See file dsdata.txt to determine how the superseded data were derived.
 EJ0649
 EJ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU553118(NAD 83)
 EJ0649_MARKER: DB = BENCH MARK DISK
 EJ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0649_STAMPING: Q 96 1935
 EJ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0649+STABILITY: SURFACE MOTION
 EJ0649
 EJ0649  HISTORY     - Date     Condition        Report By
 EJ0649  HISTORY     - 1935     MONUMENTED       CGS
 EJ0649  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ0649
 EJ0649                          STATION DESCRIPTION
 EJ0649
 EJ0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ0649'2.8 MI W FROM ICO.
 EJ0649'2.8 MILES WEST ALONG THE BELFAST ROAD FROM THE INTERSECTION OF U. S.
 EJ0649'HIGHWAY 167 AT ICO, GRANT COUNTY, 2.0 MILES EAST OF THE INTERSECTION
 EJ0649'OF THE BELFAST-ALEXANDER ROAD, 0.4 MILE WEST OF THE J. O. TABOR
 EJ0649'FARMHOUSE IN 1935, AT THE SOUTH EDGE OF AN APPLE ORCHARD, 287 FEET
 EJ0649'EAST OF THE EAST END OF AN ABANDONED LOG CABIN, 25 FEET WEST OF THE
 EJ0649'NORTH END OF A WOODEN BRIDGE, 17 FEET NORTH OF THE CENTERLINE OF THE
 EJ0649'ROAD, AND AT THE SOUTHWEST CORNER OF A SPLIT-RAIL FENCE.  A STANDARD
 EJ0649'DISK, STAMPED Q 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0121 ***********************************************************************
 EJ0121  DESIGNATION -  Q 97
 EJ0121  PID         -  EJ0121
 EJ0121  STATE/COUNTY-  AR/PULASKI
 EJ0121  USGS QUAD   -  SWEET HOME (1986)
 EJ0121
 EJ0121                         *CURRENT SURVEY CONTROL
 EJ0121  ___________________________________________________________________
 EJ0121* NAD 83(1986)-  34 42 38.     (N)    092 13 59.     (W)     SCALED    
 EJ0121* NAVD 88     -        82.875  (meters)     271.90   (feet)  ADJUSTED  
 EJ0121  ___________________________________________________________________
 EJ0121  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EJ0121  DYNAMIC HT  -          82.798 (meters)     271.65  (feet)  COMP
 EJ0121  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 EJ0121
 EJ0121  VERT ORDER  -  FIRST     CLASS II
 EJ0121
 EJ0121.The horizontal coordinates were scaled from a topographic map and have
 EJ0121.an estimated accuracy of +/- 6 seconds.
 EJ0121
 EJ0121.The orthometric height was determined by differential leveling
 EJ0121.and adjusted by the National Geodetic Survey in June 1991..
 EJ0121.WARNING-Repeat measurements at this control monument indicate possible
 EJ0121.vertical movement.
 EJ0121
 EJ0121.The geoid height was determined by GEOID03.
 EJ0121
 EJ0121.The dynamic height is computed by dividing the NAVD 88
 EJ0121.geopotential number by the normal gravity value computed on the
 EJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0121.degrees latitude (g = 980.6199 gals.).
 EJ0121
 EJ0121.The modeled gravity was interpolated from observed gravity values.
 EJ0121
 EJ0121;                    North         East    Units  Estimated Accuracy
 EJ0121;SPC AR S     -   626,720.      378,650.      MT  (+/- 180 meters Scaled)
 EJ0121
 EJ0121                          SUPERSEDED SURVEY CONTROL
 EJ0121
 EJ0121  NGVD 29 (??/??/92)   82.927  (m)          272.07   (f) ADJ UNCH    1 2
 EJ0121
 EJ0121.Superseded values are not recommended for survey control.
 EJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0121.See file dsdata.txt to determine how the superseded data were derived.
 EJ0121
 EJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU702412(NAD 83)
 EJ0121_MARKER: DB = BENCH MARK DISK
 EJ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0121_STAMPING: Q 97 1935
 EJ0121_MARK LOGO: CGS   
 EJ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0121+STABILITY: SURFACE MOTION
 EJ0121
 EJ0121  HISTORY     - Date     Condition        Report By
 EJ0121  HISTORY     - 1935     MONUMENTED       CGS
 EJ0121  HISTORY     - 1956     GOOD             NGS
 EJ0121  HISTORY     - 1984     GOOD             NGS
 EJ0121  HISTORY     - 1988     GOOD             USPSQD
 EJ0121  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0121  HISTORY     - 1990     GOOD             USPSQD
 EJ0121
 EJ0121                          STATION DESCRIPTION
 EJ0121
 EJ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EJ0121'1.8 MI N FROM SWEET HOME.
 EJ0121'1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0121'AT SWEET HOME, PULASKI COUNTY, 48 FEET SOUTHEAST OF POLE 349+30, 45.5
 EJ0121'FEET NORTHEAST OF THE NORTHEAST RAIL, AND 23 FEET SOUTHWEST OF THE
 EJ0121'CENTERLINE OF THE FOURCHE DAM PIKE.  A STANDARD DISK, STAMPED Q 97
 EJ0121'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0121
 EJ0121                          STATION RECOVERY (1984)
 EJ0121
 EJ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0121'RECOVERED IN GOOD CONDITION.  NOTE, AT 36TH STREET LEADING EAST.
 EJ0121
 EJ0121                          STATION RECOVERY (1988)
 EJ0121
 EJ0121'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0121'RECOVERED IN GOOD CONDITION.
 EJ0121
 EJ0121                          STATION RECOVERY (1989)
 EJ0121
 EJ0121'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0121'MARK NOT FOUND.
 EJ0121
 EJ0121                          STATION RECOVERY (1990)
 EJ0121
 EJ0121'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0863 ***********************************************************************
 EJ0863  DESIGNATION -  Q 98
 EJ0863  PID         -  EJ0863
 EJ0863  STATE/COUNTY-  AR/PULASKI
 EJ0863  USGS QUAD   -  FERNDALE (1984)
 EJ0863
 EJ0863                         *CURRENT SURVEY CONTROL
 EJ0863  ___________________________________________________________________
 EJ0863* NAD 83(1986)-  34 46 46.     (N)    092 33 31.     (W)     SCALED    
 EJ0863* NAVD 88     -       112.318  (meters)     368.50   (feet)  ADJUSTED  
 EJ0863  ___________________________________________________________________
 EJ0863  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EJ0863  DYNAMIC HT  -         112.211 (meters)     368.15  (feet)  COMP
 EJ0863  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 EJ0863
 EJ0863  VERT ORDER  -  SECOND    CLASS 0
 EJ0863
 EJ0863.The horizontal coordinates were scaled from a topographic map and have
 EJ0863.an estimated accuracy of +/- 6 seconds.
 EJ0863
 EJ0863.The orthometric height was determined by differential leveling
 EJ0863.and adjusted by the National Geodetic Survey in June 1991..
 EJ0863
 EJ0863.The geoid height was determined by GEOID03.
 EJ0863
 EJ0863.The dynamic height is computed by dividing the NAVD 88
 EJ0863.geopotential number by the normal gravity value computed on the
 EJ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0863.degrees latitude (g = 980.6199 gals.).
 EJ0863
 EJ0863.The modeled gravity was interpolated from observed gravity values.
 EJ0863
 EJ0863;                    North         East    Units  Estimated Accuracy
 EJ0863;SPC AR S     -   634,480.      348,870.      MT  (+/- 180 meters Scaled)
 EJ0863
 EJ0863                          SUPERSEDED SURVEY CONTROL
 EJ0863
 EJ0863  NGVD 29 (??/??/92)  112.350  (m)          368.60   (f) ADJ UNCH    2 0
 EJ0863
 EJ0863.Superseded values are not recommended for survey control.
 EJ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0863.See file dsdata.txt to determine how the superseded data were derived.
 EJ0863
 EJ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU403486(NAD 83)
 EJ0863_MARKER: DB = BENCH MARK DISK
 EJ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0863_STAMPING: Q 98 1935
 EJ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0863+STABILITY: SURFACE MOTION
 EJ0863
 EJ0863  HISTORY     - Date     Condition        Report By
 EJ0863  HISTORY     - 1935     MONUMENTED       CGS
 EJ0863  HISTORY     - 1935     GOOD             NGS
 EJ0863
 EJ0863                          STATION DESCRIPTION
 EJ0863
 EJ0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0863'IN FERNDALE.
 EJ0863'AT FERNDALE, PULASKI COUNTY, ON TWELFTH STREET PIKE, 275 FEET
 EJ0863'NORTHWEST OF THE NORTHWEST END OF THE J.W. CARTER STORE, 120 FEET
 EJ0863'SOUTHEAST OF THE SOUTHEAST END OF A WOODEN BRIDGE OVER A CREEK, AT THE
 EJ0863'INTERSECTION OF A ROAD LEADING NORTH OF STATE HIGHWAY 10, 26 FEET
 EJ0863'NORTHEAST OF THE CENTERLINE OF THE PIKE, 7.3 FEET NORTHEAST OF A
 EJ0863'9-INCH PERSIMMON TREE, AND 2.3 FEET SOUTHWEST OF A FENCE.  A STANDARD
 EJ0863'DISK, STAMPED Q 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2821 ***********************************************************************
 EH2821  DESIGNATION -  QUALLS
 EH2821  PID         -  EH2821
 EH2821  STATE/COUNTY-  AR/LEE
 EH2821  USGS QUAD   -  BRICKEYS (1984)
 EH2821
 EH2821                         *CURRENT SURVEY CONTROL
 EH2821  ___________________________________________________________________
 EH2821* NAD 83(1997)-  34 49 52.52666(N)    090 32 03.14965(W)     ADJUSTED  
 EH2821* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2821  ___________________________________________________________________
 EH2821  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 EH2821  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2821
 EH2821  HORZ ORDER  -  SECOND
 EH2821
 EH2821.The horizontal coordinates were established by classical geodetic methods
 EH2821.and adjusted by the National Geodetic Survey in September 1999..
 EH2821
 EH2821.The orthometric height was scaled from a topographic map.
 EH2821
 EH2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2821
 EH2821.The geoid height was determined by GEOID03.
 EH2821
 EH2821;                    North         East     Units Scale Factor Converg.
 EH2821;SPC AR S     -   641,049.372   534,080.999   MT  1.00001504   +0 49 13.4
 EH2821;SPC AR S     - 2,103,176.15  1,752,230.74   sFT  1.00001504   +0 49 13.4
 EH2821;SPC AR N     -    56,239.223   534,081.512   MT  1.00002163   +0 51 10.6
 EH2821;SPC AR N     -   184,511.52  1,752,232.43   sFT  1.00002163   +0 51 10.6
 EH2821;SPC MS W     -   591,172.323   681,625.838   MT  0.99995416   -0 06 53.0
 EH2821;SPC MS W     - 1,939,537.86  2,236,300.77   sFT  0.99995416   -0 06 53.0
 EH2821;UTM  15      - 3,857,102.803   725,492.911   MT  1.00022673   +1 24 32.3
 EH2821
 EH2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2821!SPC AR S     -   0.99999450  x   1.00001504  =   1.00000954
 EH2821!SPC AR N     -   0.99999450  x   1.00002163  =   1.00001613
 EH2821!SPC MS W     -   0.99999450  x   0.99995416  =   0.99994866
 EH2821!UTM  15      -   0.99999450  x   1.00022673  =   1.00022123
 EH2821
 EH2821|---------------------------------------------------------------------|
 EH2821| PID    Reference Object                     Distance      Geod. Az  |
 EH2821|                                                           dddmmss.s |
 EH2821| CY6314 QUALLS RM 1                          37.359 METERS 17512     |
 EH2821| CY6313 QUALLS AZ MK                                       2711436.4 |
 EH2821| CY6315 QUALLS RM 2                          39.279 METERS 28433     |
 EH2821|---------------------------------------------------------------------|
 EH2821
 EH2821                          SUPERSEDED SURVEY CONTROL
 EH2821
 EH2821  NAD 83(1997)-  34 49 52.52773(N)    090 32 03.14799(W) AD(       ) 2
 EH2821  NAD 83(1997)-  34 49 52.52891(N)    090 32 03.14616(W) AD(       ) 2
 EH2821  NAD 83(1986)-  34 49 52.53553(N)    090 32 03.14780(W) AD(       ) 2
 EH2821  NAD 27      -  34 49 52.18420(N)    090 32 02.77340(W) AD(       ) 2
 EH2821
 EH2821.Superseded values are not recommended for survey control.
 EH2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2821.See file dsdata.txt to determine how the superseded data were derived.
 EH2821
 EH2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2549357103(NAD 83)
 EH2821_MARKER: DS = TRIANGULATION STATION DISK
 EH2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2821
 EH2821  HISTORY     - Date     Condition        Report By
 EH2821  HISTORY     - 1954     MONUMENTED       CGS
 EH2821  HISTORY     - 19750515 MARK NOT FOUND   USGS
 EH2821
 EH2821                          STATION DESCRIPTION
 EH2821
 EH2821'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EH2821'THE STATION IS LOCATED ABOUT 15 MILES EAST NORTHEAST OF MARIANNA,
 EH2821'ABOUT 4 MILES SOUTHEAST OF BRICKEYS, 94 FEET SOUTH OF THE
 EH2821'FESPERMAN AND CHIPMAN STORE, 58 FEET SOUTH OF THE CENTER OF
 EH2821'STATE HIGHWAY 131 AND 43 FEET WEST OF THE CENTER OF A GRAVELED
 EH2821'ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED QUALLS 1954.
 EH2821'
 EH2821'REFERENCE MARK NO. 1 IS 163 FEET SOUTH OF A CROSSROAD INTERSECTION
 EH2821'AND 25 FEET WEST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS
 EH2821'4 INCHES AND IS STAMPED QUALLS NO 1 1954.
 EH2821'
 EH2821'REFERENCE MARK NO. 2 IS 140 FEET WEST OF A CROSSROAD INTERSECTION
 EH2821'AND 27 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 131.  IT
 EH2821'PROJECTS 5 INCHES AND IS STAMPED QUALLS NO 2 1954.
 EH2821'
 EH2821'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 205.20 FEET.
 EH2821'
 EH2821'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 EH2821'131 AND 1 FOOT EAST OF HIGH LINE POLE NUMBER 95.
 EH2821'
 EH2821'TO REACH THE STATION FROM THE POST OFFICE IN BRICKEYS GO
 EH2821'SOUTHWEST ON U.S. HIGHWAY 79 FOR 0.7 MILE TO THE JUNCTION WITH
 EH2821'STATE HIGHWAY 131, TURN LEFT AND GO SOUTH AND SOUTHEAST ON STATE
 EH2821'HIGHWAY 131 FOR 5.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 EH2821'CONTINUE EAST ON STATE HIGHWAY 131 FOR 0.35 MILE TO THE
 EH2821'FESPERMAN AND CHIPMAN STORE ON THE LEFT AND THE STATION ON
 EH2821'THE RIGHT AS DESCRIBED.
 EH2821'
 EH2821'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 EH2821
 EH2821                          STATION RECOVERY (1975)
 EH2821
 EH2821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 EH2821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0467 ***********************************************************************
 GE0467  DESIGNATION -  R 1
 GE0467  PID         -  GE0467
 GE0467  STATE/COUNTY-  AR/SHARP
 GE0467  USGS QUAD   -  HARDY (1981)
 GE0467
 GE0467                         *CURRENT SURVEY CONTROL
 GE0467  ___________________________________________________________________
 GE0467* NAD 83(1986)-  36 18 11.     (N)    091 26 53.     (W)     SCALED    
 GE0467* NAVD 88     -       109.179  (meters)     358.20   (feet)  ADJUSTED  
 GE0467  ___________________________________________________________________
 GE0467  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE0467  DYNAMIC HT  -         109.088 (meters)     357.90  (feet)  COMP
 GE0467  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 GE0467
 GE0467  VERT ORDER  -  FIRST     CLASS II
 GE0467
 GE0467.The horizontal coordinates were scaled from a topographic map and have
 GE0467.an estimated accuracy of +/- 6 seconds.
 GE0467
 GE0467.The orthometric height was determined by differential leveling
 GE0467.and adjusted by the National Geodetic Survey in June 1991..
 GE0467
 GE0467.The geoid height was determined by GEOID03.
 GE0467
 GE0467.The dynamic height is computed by dividing the NAVD 88
 GE0467.geopotential number by the normal gravity value computed on the
 GE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0467.degrees latitude (g = 980.6199 gals.).
 GE0467
 GE0467.The modeled gravity was interpolated from observed gravity values.
 GE0467
 GE0467;                    North         East    Units  Estimated Accuracy
 GE0467;SPC AR N     -   218,670.      449,580.      MT  (+/- 180 meters Scaled)
 GE0467
 GE0467                          SUPERSEDED SURVEY CONTROL
 GE0467
 GE0467  NGVD 29 (??/??/92)  109.070  (m)          357.84   (f) ADJ UNCH    1 2
 GE0467
 GE0467.Superseded values are not recommended for survey control.
 GE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0467.See file dsdata.txt to determine how the superseded data were derived.
 GE0467
 GE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA393186(NAD 83)
 GE0467_MARKER: DB = BENCH MARK DISK
 GE0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0467_SP_SET: BRIDGE
 GE0467_STAMPING: 357.840 R 1 1928
 GE0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0467
 GE0467  HISTORY     - Date     Condition        Report By
 GE0467  HISTORY     - 1928     MONUMENTED       CGS
 GE0467  HISTORY     - 1944     MARK NOT FOUND   NGS
 GE0467
 GE0467                          STATION DESCRIPTION
 GE0467
 GE0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0467'2.1 MI SE FROM HARDY.
 GE0467'2.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0467'FROM THE STATION AT HARDY, OPPOSITE POLE 360/15, AT PLATE-GIRDER
 GE0467'BRIDGE NO. 360.4, IN THE UPSTREAM END OF THE SOUTHEAST ABUTMENT,
 GE0467'6.4 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT
 GE0467'BELOW THE TOP OF THE RAIL.  NOTE-- IT WAS REPORTED AT THIS TIME
 GE0467'THAT 8 X 12 BRIDGE TIMBER HAS BEEN PUT ON THE ABUTMENT COVERING
 GE0467'THE MARK.
 GE0467
 GE0467                          STATION RECOVERY (1944)
 GE0467
 GE0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0292 ***********************************************************************
 EJ0292  DESIGNATION -  R 10
 EJ0292  PID         -  EJ0292
 EJ0292  STATE/COUNTY-  AR/PULASKI
 EJ0292  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0292
 EJ0292                         *CURRENT SURVEY CONTROL
 EJ0292  ___________________________________________________________________
 EJ0292* NAD 83(1986)-  34 44 30.     (N)    092 18 07.     (W)     SCALED    
 EJ0292* NAVD 88     -        91.787  (meters)     301.14   (feet)  ADJUSTED  
 EJ0292  ___________________________________________________________________
 EJ0292  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EJ0292  DYNAMIC HT  -          91.702 (meters)     300.86  (feet)  COMP
 EJ0292  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 EJ0292
 EJ0292  VERT ORDER  -  FIRST     CLASS II
 EJ0292
 EJ0292.The horizontal coordinates were scaled from a topographic map and have
 EJ0292.an estimated accuracy of +/- 6 seconds.
 EJ0292
 EJ0292.The orthometric height was determined by differential leveling
 EJ0292.and adjusted by the National Geodetic Survey in June 1991..
 EJ0292
 EJ0292.The geoid height was determined by GEOID03.
 EJ0292
 EJ0292.The dynamic height is computed by dividing the NAVD 88
 EJ0292.geopotential number by the normal gravity value computed on the
 EJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0292.degrees latitude (g = 980.6199 gals.).
 EJ0292
 EJ0292.The modeled gravity was interpolated from observed gravity values.
 EJ0292
 EJ0292;                    North         East    Units  Estimated Accuracy
 EJ0292;SPC AR S     -   630,190.      372,350.      MT  (+/- 180 meters Scaled)
 EJ0292
 EJ0292                          SUPERSEDED SURVEY CONTROL
 EJ0292
 EJ0292  NGVD 29 (??/??/92)   91.837  (m)          301.30   (f) ADJ UNCH    1 2
 EJ0292
 EJ0292.Superseded values are not recommended for survey control.
 EJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0292.See file dsdata.txt to determine how the superseded data were derived.
 EJ0292
 EJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU638446(NAD 83)
 EJ0292_MARKER: DB = BENCH MARK DISK
 EJ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0292_STAMPING: R 10 1932
 EJ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0292+STABILITY: SURFACE MOTION
 EJ0292
 EJ0292  HISTORY     - Date     Condition        Report By
 EJ0292  HISTORY     - 1932     MONUMENTED       CGS
 EJ0292  HISTORY     - 1944     GOOD             NGS
 EJ0292  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0292  HISTORY     - 198504   MARK NOT FOUND   USGS
 EJ0292  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0292  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0292
 EJ0292                          STATION DESCRIPTION
 EJ0292
 EJ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EJ0292'IN LITTLE ROCK.
 EJ0292'AT LITTLE ROCK, PULASKI COUNTY, 73 FEET SOUTH OF THE SOUTHEAST CORNER
 EJ0292'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, AT THE
 EJ0292'CROSSING OF WEST TENTH STREET, 56 FEET EAST OF THE CENTERLINE OF THE
 EJ0292'TRACK, 29 FEET NORTH OF THE CENTERLINE OF THE STREET, AND AT THE
 EJ0292'INTERSECTION OF THE RIGHT-OF-WAY LINE AND A PROPERTY LINE.  A STANDARD
 EJ0292'DISK, STAMPED R 10 1932 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0292
 EJ0292                          STATION RECOVERY (1984)
 EJ0292
 EJ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0292'MARK NOT FOUND.
 EJ0292
 EJ0292                          STATION RECOVERY (1985)
 EJ0292
 EJ0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (FSS)
 EJ0292'MARK NOT FOUND.
 EJ0292
 EJ0292                          STATION RECOVERY (1989)
 EJ0292
 EJ0292'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0292'MARK NOT FOUND.
 EJ0292
 EJ0292                          STATION RECOVERY (1990)
 EJ0292
 EJ0292'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0429 ***********************************************************************
 FG0429  DESIGNATION -  R 100
 FG0429  PID         -  FG0429
 FG0429  STATE/COUNTY-  AR/CONWAY
 FG0429  USGS QUAD   -  ADONA (1989)
 FG0429
 FG0429                         *CURRENT SURVEY CONTROL
 FG0429  ___________________________________________________________________
 FG0429* NAD 83(1986)-  35 06 53.     (N)    092 56 29.     (W)     SCALED    
 FG0429* NAVD 88     -       275.019  (meters)     902.29   (feet)  ADJUSTED  
 FG0429  ___________________________________________________________________
 FG0429  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FG0429  DYNAMIC HT  -         274.749 (meters)     901.41  (feet)  COMP
 FG0429  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 FG0429
 FG0429  VERT ORDER  -  SECOND    CLASS 0
 FG0429
 FG0429.The horizontal coordinates were scaled from a topographic map and have
 FG0429.an estimated accuracy of +/- 6 seconds.
 FG0429
 FG0429.The orthometric height was determined by differential leveling
 FG0429.and adjusted by the National Geodetic Survey in June 1991..
 FG0429
 FG0429.The geoid height was determined by GEOID03.
 FG0429
 FG0429.The dynamic height is computed by dividing the NAVD 88
 FG0429.geopotential number by the normal gravity value computed on the
 FG0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0429.degrees latitude (g = 980.6199 gals.).
 FG0429
 FG0429.The modeled gravity was interpolated from observed gravity values.
 FG0429
 FG0429;                    North         East    Units  Estimated Accuracy
 FG0429;SPC AR N     -    87,100.      314,190.      MT  (+/- 180 meters Scaled)
 FG0429
 FG0429                          SUPERSEDED SURVEY CONTROL
 FG0429
 FG0429  NGVD 29 (??/??/92)  275.020  (m)          902.29   (f) ADJ UNCH    2 0
 FG0429
 FG0429.Superseded values are not recommended for survey control.
 FG0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0429.See file dsdata.txt to determine how the superseded data were derived.
 FG0429
 FG0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU053857(NAD 83)
 FG0429_MARKER: DB = BENCH MARK DISK
 FG0429_SETTING: 66 = SET IN ROCK OUTCROP
 FG0429_SP_SET: OUTCROP
 FG0429_STAMPING: R 100 1935
 FG0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0429+STABILITY: POSITION/ELEVATION WELL
 FG0429
 FG0429  HISTORY     - Date     Condition        Report By
 FG0429  HISTORY     - 1935     MONUMENTED       CGS
 FG0429  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG0429
 FG0429                          STATION DESCRIPTION
 FG0429
 FG0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0429'13.1 MI W FROM OPPELO.
 FG0429'13.1 MILES WEST ALONG STATE HIGHWAY 154 FROM OPELLO, 0.6 MILE WEST OF
 FG0429'AN OLD STONE WATER TOWER ALONG THE HIGHWAY, IN THE NW 1/4 OF SECTION
 FG0429'5, T 5 N, R 18 W, CONWAY COUNTY, 300 FEET SOUTHWEST OF THE E.A.
 FG0429'ROBERTSON STONE HOUSE, 23 FEET NORMAL TO END ON THE EAST SIDE OF THE
 FG0429'HIGHWAY, AT THE SOUTH EDGE OF A LARGE SANDSTONE OUTCROP, SET IN A
 FG0429'DRILL HOLE IN THE OUTCROP.  A STANDARD DISK, STAMPED R 100 1935 AND
 FG0429'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1116 ***********************************************************************
 FG1116  DESIGNATION -  R 101
 FG1116  PID         -  FG1116
 FG1116  STATE/COUNTY-  AR/POPE
 FG1116  USGS QUAD   -  HOLLA BEND (1993)
 FG1116
 FG1116                         *CURRENT SURVEY CONTROL
 FG1116  ___________________________________________________________________
 FG1116* NAD 83(1986)-  35 10 15.     (N)    093 00 14.     (W)     SCALED    
 FG1116* NAVD 88     -       101.737  (meters)     333.78   (feet)  ADJUSTED  
 FG1116  ___________________________________________________________________
 FG1116  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FG1116  DYNAMIC HT  -         101.641 (meters)     333.47  (feet)  COMP
 FG1116  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 FG1116
 FG1116  VERT ORDER  -  SECOND    CLASS 0
 FG1116
 FG1116.The horizontal coordinates were scaled from a topographic map and have
 FG1116.an estimated accuracy of +/- 6 seconds.
 FG1116
 FG1116.The orthometric height was determined by differential leveling
 FG1116.and adjusted by the National Geodetic Survey in June 1991..
 FG1116
 FG1116.The geoid height was determined by GEOID03.
 FG1116
 FG1116.The dynamic height is computed by dividing the NAVD 88
 FG1116.geopotential number by the normal gravity value computed on the
 FG1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1116.degrees latitude (g = 980.6199 gals.).
 FG1116
 FG1116.The modeled gravity was interpolated from observed gravity values.
 FG1116
 FG1116;                    North         East    Units  Estimated Accuracy
 FG1116;SPC AR N     -    93,380.      308,550.      MT  (+/- 180 meters Scaled)
 FG1116
 FG1116                          SUPERSEDED SURVEY CONTROL
 FG1116
 FG1116  NGVD 29 (??/??/92)  101.745  (m)          333.81   (f) ADJ UNCH    2 0
 FG1116
 FG1116.Superseded values are not recommended for survey control.
 FG1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1116.See file dsdata.txt to determine how the superseded data were derived.
 FG1116
 FG1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU996919(NAD 83)
 FG1116_MARKER: DB = BENCH MARK DISK
 FG1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1116_STAMPING: R 101 1935
 FG1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1116+STABILITY: SURFACE MOTION
 FG1116
 FG1116  HISTORY     - Date     Condition        Report By
 FG1116  HISTORY     - 1935     MONUMENTED       CGS
 FG1116  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG1116
 FG1116                          STATION DESCRIPTION
 FG1116
 FG1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1116'7.8 MI SW FROM ATKINS.
 FG1116'7.8 MILES SOUTHWEST ALONG THE COUNTY ROAD TO REID FERRY FROM THE
 FG1116'MISSOURI PACIFIC RAILROAD STATION AT ATKINS, 1.7 MILES EAST OF THE
 FG1116'FERRYMANS HOUSE, 90 FEET NORTH OF A TWO-ROOM FRAME HOUSE, 57 FEET
 FG1116'SOUTH OF THE CENTERLINE OF THE ROAD, 37.5 FEET SOUTH OF THE SOUTH END
 FG1116'OF A CONCRETE CULVERT UNDER THE ROAD, AND AT THE NORTHEAST SLOPE OF A
 FG1116'HILL.  A STANDARD DISK, STAMPED R 101 1935 AND SET IN THE TOP OF A
 FG1116'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1058 ***********************************************************************
 EJ1058  DESIGNATION -  R 103
 EJ1058  PID         -  EJ1058
 EJ1058  STATE/COUNTY-  AR/GARLAND
 EJ1058  USGS QUAD   -  JESSIEVILLE (1976)
 EJ1058
 EJ1058                         *CURRENT SURVEY CONTROL
 EJ1058  ___________________________________________________________________
 EJ1058* NAD 83(1986)-  34 43 16.     (N)    093 03 23.     (W)     SCALED    
 EJ1058* NAVD 88     -       210.134  (meters)     689.41   (feet)  ADJUSTED  
 EJ1058  ___________________________________________________________________
 EJ1058  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 EJ1058  DYNAMIC HT  -         209.926 (meters)     688.73  (feet)  COMP
 EJ1058  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 EJ1058
 EJ1058  VERT ORDER  -  SECOND    CLASS 0
 EJ1058
 EJ1058.The horizontal coordinates were scaled from a topographic map and have
 EJ1058.an estimated accuracy of +/- 6 seconds.
 EJ1058
 EJ1058.The orthometric height was determined by differential leveling
 EJ1058.and adjusted by the National Geodetic Survey in June 1991..
 EJ1058
 EJ1058.The geoid height was determined by GEOID03.
 EJ1058
 EJ1058.The dynamic height is computed by dividing the NAVD 88
 EJ1058.geopotential number by the normal gravity value computed on the
 EJ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1058.degrees latitude (g = 980.6199 gals.).
 EJ1058
 EJ1058.The modeled gravity was interpolated from observed gravity values.
 EJ1058
 EJ1058;                    North         East    Units  Estimated Accuracy
 EJ1058;SPC AR S     -   628,370.      303,240.      MT  (+/- 180 meters Scaled)
 EJ1058
 EJ1058                          SUPERSEDED SURVEY CONTROL
 EJ1058
 EJ1058  NGVD 29 (??/??/92)  210.122  (m)          689.38   (f) ADJ UNCH    2 0
 EJ1058
 EJ1058.Superseded values are not recommended for survey control.
 EJ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1058.See file dsdata.txt to determine how the superseded data were derived.
 EJ1058
 EJ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU948421(NAD 83)
 EJ1058_MARKER: DB = BENCH MARK DISK
 EJ1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1058_SP_SET: HANDRAIL
 EJ1058_STAMPING: R 103 1935
 EJ1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1058
 EJ1058  HISTORY     - Date     Condition        Report By
 EJ1058  HISTORY     - 1935     MONUMENTED       CGS
 EJ1058  HISTORY     - 1965     GOOD             NGS
 EJ1058  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1058
 EJ1058                          STATION DESCRIPTION
 EJ1058
 EJ1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1058'1.7 MI N FROM JESSIEVILLE.
 EJ1058'1.7 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF THE BEAUDRY
 EJ1058'ROAD AT JESSIEVILLE, GARLAND COUNTY, AT A CONCRETE BRIDGE OVER MIDDLE
 EJ1058'FORK SALINE RIVER, IN THE TOP OF THE NORTHEAST RETAINING WALL, 13.7
 EJ1058'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 0.3 FOOT NORTHEAST OF
 EJ1058'THE NORTHEAST END OF THE HANDRAIL.  A STANDARD DISK, STAMPED R 103
 EJ1058'1935.
 EJ1058
 EJ1058                          STATION RECOVERY (1998)
 EJ1058
 EJ1058'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0798 ***********************************************************************
 EJ0798  DESIGNATION -  R 104
 EJ0798  PID         -  EJ0798
 EJ0798  STATE/COUNTY-  AR/SALINE
 EJ0798  USGS QUAD   -  PARON (1984)
 EJ0798
 EJ0798                         *CURRENT SURVEY CONTROL
 EJ0798  ___________________________________________________________________
 EJ0798* NAD 83(1986)-  34 48 29.     (N)    092 52 09.     (W)     SCALED    
 EJ0798* NAVD 88     -       224.924  (meters)     737.94   (feet)  ADJUSTED  
 EJ0798  ___________________________________________________________________
 EJ0798  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EJ0798  DYNAMIC HT  -         224.702 (meters)     737.21  (feet)  COMP
 EJ0798  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 EJ0798
 EJ0798  VERT ORDER  -  SECOND    CLASS 0
 EJ0798
 EJ0798.The horizontal coordinates were scaled from a topographic map and have
 EJ0798.an estimated accuracy of +/- 6 seconds.
 EJ0798
 EJ0798.The orthometric height was determined by differential leveling
 EJ0798.and adjusted by the National Geodetic Survey in June 1991..
 EJ0798
 EJ0798.The geoid height was determined by GEOID03.
 EJ0798
 EJ0798.The dynamic height is computed by dividing the NAVD 88
 EJ0798.geopotential number by the normal gravity value computed on the
 EJ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0798.degrees latitude (g = 980.6199 gals.).
 EJ0798
 EJ0798.The modeled gravity was interpolated from observed gravity values.
 EJ0798
 EJ0798;                    North         East    Units  Estimated Accuracy
 EJ0798;SPC AR S     -   637,850.      320,470.      MT  (+/- 180 meters Scaled)
 EJ0798
 EJ0798                          SUPERSEDED SURVEY CONTROL
 EJ0798
 EJ0798  NGVD 29 (??/??/92)  224.924  (m)          737.94   (f) ADJ UNCH    2 0
 EJ0798
 EJ0798.Superseded values are not recommended for survey control.
 EJ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0798.See file dsdata.txt to determine how the superseded data were derived.
 EJ0798
 EJ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU119517(NAD 83)
 EJ0798_MARKER: DB = BENCH MARK DISK
 EJ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0798_STAMPING: R 104 1935
 EJ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0798+STABILITY: SURFACE MOTION
 EJ0798
 EJ0798  HISTORY     - Date     Condition        Report By
 EJ0798  HISTORY     - 1935     MONUMENTED       CGS
 EJ0798  HISTORY     - 1963     GOOD             NGS
 EJ0798  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0798
 EJ0798                          STATION DESCRIPTION
 EJ0798
 EJ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EJ0798'3.2 MI NW FROM REFORM.
 EJ0798'3.2 MILES NORTHWEST ALONG THE ALUM FORK ROAD FROM THE POST OFFICE AT
 EJ0798'REFORM, SALINE COUNTY, 1 MILE WEST OF THE JUNCTION OF A ROAD LEADING
 EJ0798'NORTH TO CAMP REFORM, 200 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EJ0798'WALNUT BOTTOM CEMETERY, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EJ0798'WALNUT BOTTOM SCHOOL, 23.9 FEET EAST OF THE CENTER LINE OF THE ROAD,
 EJ0798'24.8 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, AND AT THE
 EJ0798'SOUTHWEST CORNER OF A RAIL FENCE.  A STANDARD DISK, STAMPED R 104 1935
 EJ0798'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS LOCATED ON THE
 EJ0798'NORTH EDGE OF AN ISLAND NEAR THE CENTER OF LAKE WINONA.  NEAR THE
 EJ0798'CENTER OF SECTION 24, T. 2 N., R. 18 W.
 EJ0798
 EJ0798                          STATION RECOVERY (1998)
 EJ0798
 EJ0798'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1083 ***********************************************************************
 EJ1083  DESIGNATION -  R 105
 EJ1083  PID         -  EJ1083
 EJ1083  STATE/COUNTY-  AR/YELL
 EJ1083  USGS QUAD   -  STEVE (1968)
 EJ1083
 EJ1083                         *CURRENT SURVEY CONTROL
 EJ1083  ___________________________________________________________________
 EJ1083* NAD 83(1986)-  34 49 21.     (N)    093 21 34.     (W)     SCALED    
 EJ1083* NAVD 88     -       238.173  (meters)     781.41   (feet)  ADJUSTED  
 EJ1083  ___________________________________________________________________
 EJ1083  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 EJ1083  DYNAMIC HT  -         237.933 (meters)     780.62  (feet)  COMP
 EJ1083  MODELED GRAV-     979,621.7   (mgal)                       NAVD 88
 EJ1083
 EJ1083  VERT ORDER  -  SECOND    CLASS 0
 EJ1083
 EJ1083.The horizontal coordinates were scaled from a topographic map and have
 EJ1083.an estimated accuracy of +/- 6 seconds.
 EJ1083
 EJ1083.The orthometric height was determined by differential leveling
 EJ1083.and adjusted by the National Geodetic Survey in June 1991..
 EJ1083
 EJ1083.The geoid height was determined by GEOID03.
 EJ1083
 EJ1083.The dynamic height is computed by dividing the NAVD 88
 EJ1083.geopotential number by the normal gravity value computed on the
 EJ1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1083.degrees latitude (g = 980.6199 gals.).
 EJ1083
 EJ1083.The modeled gravity was interpolated from observed gravity values.
 EJ1083
 EJ1083;                    North         East    Units  Estimated Accuracy
 EJ1083;SPC AR N     -    55,130.      275,630.      MT  (+/- 180 meters Scaled)
 EJ1083
 EJ1083                          SUPERSEDED SURVEY CONTROL
 EJ1083
 EJ1083  NGVD 29 (??/??/92)  238.120  (m)          781.23   (f) ADJ UNCH    2 0
 EJ1083
 EJ1083.Superseded values are not recommended for survey control.
 EJ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1083.See file dsdata.txt to determine how the superseded data were derived.
 EJ1083
 EJ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU671534(NAD 83)
 EJ1083_MARKER: DB = BENCH MARK DISK
 EJ1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1083_STAMPING: R 105 1935
 EJ1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1083+STABILITY: SURFACE MOTION
 EJ1083
 EJ1083  HISTORY     - Date     Condition        Report By
 EJ1083  HISTORY     - 1935     MONUMENTED       CGS
 EJ1083  HISTORY     - 1965     GOOD             NGS
 EJ1083
 EJ1083                          STATION DESCRIPTION
 EJ1083
 EJ1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1083'3.8 MI SE FROM ONYX.
 EJ1083'3.8 MILES SOUTHEAST ALONG THE POTATO HILL ROAD FROM THE PUBLIC SCHOOL
 EJ1083'AT ONYX, YELL COUNTY, 0.9 MILE SOUTHEAST OF A FORD ACROSS NIGGER
 EJ1083'CREEK, 0.6 MILE NORTH OF GREY HAM SCHOOL, 600 FEET WEST OF A FORD
 EJ1083'ACROSS GREY HAM CREEK, AT THE WILLIAM KEENER FARMHOUSE, 37.3 FEET
 EJ1083'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 30 FEET SOUTH OF THE
 EJ1083'CENTER LINE OF THE ROAD, AND 1.4 FEET SOUTHEAST OF THE NORTHEAST
 EJ1083'CORNER OF THE YARD.  A STANDARD DISK, STAMPED R 105 1935 AND SET IN
 EJ1083'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0633 ***********************************************************************
 FG0633  DESIGNATION -  R 106
 FG0633  PID         -  FG0633
 FG0633  STATE/COUNTY-  AR/SEARCY
 FG0633  USGS QUAD   -  ALREAD (1965)
 FG0633
 FG0633                         *CURRENT SURVEY CONTROL
 FG0633  ___________________________________________________________________
 FG0633* NAD 83(1986)-  35 44 57.     (N)    092 38 27.     (W)     SCALED    
 FG0633* NAVD 88     -       495.546  (meters)    1625.80   (feet)  ADJUSTED  
 FG0633  ___________________________________________________________________
 FG0633  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG0633  DYNAMIC HT  -         495.074 (meters)    1624.26  (feet)  COMP
 FG0633  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 FG0633
 FG0633  VERT ORDER  -  SECOND    CLASS 0
 FG0633
 FG0633.The horizontal coordinates were scaled from a topographic map and have
 FG0633.an estimated accuracy of +/- 6 seconds.
 FG0633
 FG0633.The orthometric height was determined by differential leveling
 FG0633.and adjusted by the National Geodetic Survey in June 1991..
 FG0633
 FG0633.The geoid height was determined by GEOID03.
 FG0633
 FG0633.The dynamic height is computed by dividing the NAVD 88
 FG0633.geopotential number by the normal gravity value computed on the
 FG0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0633.degrees latitude (g = 980.6199 gals.).
 FG0633
 FG0633.The modeled gravity was interpolated from observed gravity values.
 FG0633
 FG0633;                    North         East    Units  Estimated Accuracy
 FG0633;SPC AR N     -   157,260.      342,040.      MT  (+/- 180 meters Scaled)
 FG0633
 FG0633                          SUPERSEDED SURVEY CONTROL
 FG0633
 FG0633  NGVD 29 (??/??/92)  495.429  (m)         1625.42   (f) ADJ UNCH    2 0
 FG0633
 FG0633.Superseded values are not recommended for survey control.
 FG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0633.See file dsdata.txt to determine how the superseded data were derived.
 FG0633
 FG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV324561(NAD 83)
 FG0633_MARKER: DB = BENCH MARK DISK
 FG0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0633_STAMPING: R 106 1935
 FG0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0633+STABILITY: SURFACE MOTION
 FG0633
 FG0633  HISTORY     - Date     Condition        Report By
 FG0633  HISTORY     - 1935     MONUMENTED       CGS
 FG0633  HISTORY     - 1960     POOR             NGS
 FG0633
 FG0633                          STATION DESCRIPTION
 FG0633
 FG0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0633'5.9 MI S FROM WATTS.
 FG0633'5.9 MILES SOUTH ALONG THE SHADY GROVE AND THE TRACE RIDGE ROADS FROM
 FG0633'THE JUNCTION OF THE RED RIVER ROAD AT WATTS, SEARCY COUNTY, 1.5 MILES
 FG0633'NORTH OF THE JUNCTION OF THE PEYTON CREEK ROAD, 22 FEET SOUTH OF THE
 FG0633'JUNCTION OF A PRIVATE ROAD TO THE ABANDONED COOK PLACE, 28 FEET EAST
 FG0633'OF THE CENTERLINE OF THE ROAD, AND 7 1/2 FEET EAST OF A 12- INCH ELM
 FG0633'TREE.  A STANDARD DISK, STAMPED R 106 1935 AND SET IN THE TOP OF A
 FG0633'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2124 ***********************************************************************
 EH2124  DESIGNATION -  R 107
 EH2124  PID         -  EH2124
 EH2124  STATE/COUNTY-  AR/LONOKE
 EH2124  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2124
 EH2124                         *CURRENT SURVEY CONTROL
 EH2124  ___________________________________________________________________
 EH2124* NAD 83(1997)-  34 46 56.97169(N)    091 51 06.32268(W)     ADJUSTED  
 EH2124* NAVD 88     -        71.084  (meters)     233.21   (feet)  ADJUSTED  
 EH2124  ___________________________________________________________________
 EH2124  X           -    -169,461.213 (meters)                     COMP
 EH2124  Y           -  -5,241,527.430 (meters)                     COMP
 EH2124  Z           -   3,618,099.818 (meters)                     COMP
 EH2124  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EH2124  ELLIP HEIGHT-          44.32  (meters)          (09/24/01) GPS OBS
 EH2124  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2124  DYNAMIC HT  -          71.018 (meters)     233.00  (feet)  COMP
 EH2124  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 EH2124
 EH2124  HORZ ORDER  -  FIRST
 EH2124  VERT ORDER  -  FIRST     CLASS II
 EH2124  ELLP ORDER  -  FOURTH    CLASS II
 EH2124
 EH2124.The horizontal coordinates were established by GPS observations
 EH2124.and adjusted by the National Geodetic Survey in September 1999..
 EH2124
 EH2124.The orthometric height was determined by differential leveling
 EH2124.and adjusted by the National Geodetic Survey in June 1991..
 EH2124
 EH2124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2124
 EH2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2124
 EH2124.The ellipsoidal height was determined by GPS observations
 EH2124.and is referenced to NAD 83.
 EH2124
 EH2124.The geoid height was determined by GEOID03.
 EH2124
 EH2124.The dynamic height is computed by dividing the NAVD 88
 EH2124.geopotential number by the normal gravity value computed on the
 EH2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2124.degrees latitude (g = 980.6199 gals.).
 EH2124
 EH2124.The modeled gravity was interpolated from observed gravity values.
 EH2124
 EH2124;                    North         East     Units Scale Factor Converg.
 EH2124;SPC AR S     -   634,689.335   413,568.652   MT  1.00000357   +0 04 58.7
 EH2124;SPC AR S     - 2,082,309.93  1,356,849.82   sFT  1.00000357   +0 04 58.7
 EH2124;UTM  15      - 3,849,523.284   605,058.121   MT  0.99973603   +0 39 18.3
 EH2124
 EH2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2124!SPC AR S     -   0.99999304  x   1.00000357  =   0.99999661
 EH2124!UTM  15      -   0.99999304  x   0.99973603  =   0.99972907
 EH2124
 EH2124                          SUPERSEDED SURVEY CONTROL
 EH2124
 EH2124  ELLIP H (09/14/99)   44.31   (m)                       GP(       ) 4 1
 EH2124  NAD 83(1986)-  34 46 56.98516(N)    091 51 06.30946(W) AD(       ) 1
 EH2124  NGVD 29 (??/??/??)   71.097  (m)          233.26   (f) ADJUSTED    1 2
 EH2124
 EH2124.Superseded values are not recommended for survey control.
 EH2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2124.See file dsdata.txt to determine how the superseded data were derived.
 EH2124
 EH2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0505849523(NAD 83)
 EH2124_MARKER: DB = BENCH MARK DISK
 EH2124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2124_SP_SET: CULVERT
 EH2124_STAMPING: R 107 1954
 EH2124_MARK LOGO: CGS   
 EH2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2124+STABILITY: SURFACE MOTION
 EH2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2124+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2124
 EH2124  HISTORY     - Date     Condition        Report By
 EH2124  HISTORY     - 1954     MONUMENTED       CGS
 EH2124  HISTORY     - 1967     GOOD             CGS
 EH2124  HISTORY     - 19890601 GOOD             NGS
 EH2124  HISTORY     - 19900425 GOOD
 EH2124  HISTORY     - 19980901 GOOD             NRCS
 EH2124  HISTORY     - 20030610 GOOD             USACE
 EH2124
 EH2124                          STATION DESCRIPTION
 EH2124
 EH2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2124'2.9 MI E FROM LONOKE.
 EH2124'IT IS 2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2124'RAILROAD FROM THE STATION IN LONOKE, 460 FEET SOUTH OF THE SOUTH RAIL
 EH2124'OF THE MAIN TRACK, AT THE NORTH ENTRANCE TO AN ARKANSAS POWER AND
 EH2124'LIGHT COMPANY TRANSFORMER STATION, 98 FEET WEST OF THE CENTER OF A
 EH2124'GRAVELED ROAD LEADING SOUTH, 52 FEET SOUTH OF THE CENTER OF U.S.
 EH2124'HIGHWAY 70, 113 FEET NORTH OF A FENCE AROUND THE TRANSFORMER STATION
 EH2124'AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE EAST
 EH2124'HEADWALL OF A CONCRETE CULVERT.
 EH2124
 EH2124                          STATION RECOVERY (1989)
 EH2124
 EH2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EH2124'STATION IS LOCATED ABOUT 14.1 KM (8.8 MI) NORTHWEST OF CULLER, 9.7 KM
 EH2124'(6.0 MI) WEST OF CARLISLE, AND 4.5 KM (2.8 MI) EAST OF LONOKE.
 EH2124'OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.
 EH2124'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 70 AND STATE HIGHWAY 31 IN
 EH2124'THE CENTER OF LONOKE.  GO EAST ON U.S.HIGHWAY 70 FOR 4.47 KM
 EH2124'(2.78 MI) TO A GRAVELED DRIVEWAY ON THE RIGHT LEADING SOUTH TO AN
 EH2124'ELECTRIC SUB-STATION AND THE STATION ON THE RIGHT.  IN THE SOUTH END
 EH2124'OF THE EAST HEADWALL OF A 2X6 FOOT CONCRETE BOX CULVERT.
 EH2124'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---R 107 1954---. SET
 EH2124'IN THE TOP OF A HEADWALL THAT PROJECTS 26-CM ABOVE THE GROUND. IT IS
 EH2124'34.4 M (112.9 FT) NORTH OF THE FENCE AROUND THE ELECTRIC SUB-STATION,
 EH2124'27.6 M (90.6 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 15.6 M
 EH2124'(51.2 FT) SOUTH OF THE CENTERLINE OF U.S.HIGHWAY 70, 5.1 M (16.7 FT)
 EH2124'EAST OF THE CENTER OF A DRIVEWAY, AND 0.4 M (1.3 FT) NORTH OF THE
 EH2124'SOUTH END OF THE HEADWALL.
 EH2124'DESCRIBED BY E.J.HANSMANN.
 EH2124
 EH2124                          STATION RECOVERY (1990)
 EH2124
 EH2124'RECOVERED 1990
 EH2124'RECOVERED IN GOOD CONDITION.
 EH2124
 EH2124                          STATION RECOVERY (1998)
 EH2124
 EH2124'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH2124'RECOVERED AS DESCRIBED.
 EH2124
 EH2124                          STATION RECOVERY (2003)
 EH2124
 EH2124'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2175 ***********************************************************************
 EH2175  DESIGNATION -  R 108
 EH2175  PID         -  EH2175
 EH2175  STATE/COUNTY-  AR/LONOKE
 EH2175  USGS QUAD   -  CARLISLE (1994)
 EH2175
 EH2175                         *CURRENT SURVEY CONTROL
 EH2175  ___________________________________________________________________
 EH2175* NAD 83(1986)-  34 46 55.     (N)    091 42 49.     (W)     SCALED    
 EH2175* NAVD 88     -        71.056  (meters)     233.12   (feet)  ADJUSTED  
 EH2175  ___________________________________________________________________
 EH2175  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2175  DYNAMIC HT  -          70.990 (meters)     232.91  (feet)  COMP
 EH2175  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 EH2175
 EH2175  VERT ORDER  -  FIRST     CLASS II
 EH2175
 EH2175.The horizontal coordinates were scaled from a topographic map and have
 EH2175.an estimated accuracy of +/- 6 seconds.
 EH2175
 EH2175.The orthometric height was determined by differential leveling
 EH2175.and adjusted by the National Geodetic Survey in June 1991..
 EH2175
 EH2175.The geoid height was determined by GEOID03.
 EH2175
 EH2175.The dynamic height is computed by dividing the NAVD 88
 EH2175.geopotential number by the normal gravity value computed on the
 EH2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2175.degrees latitude (g = 980.6199 gals.).
 EH2175
 EH2175.The modeled gravity was interpolated from observed gravity values.
 EH2175
 EH2175;                    North         East    Units  Estimated Accuracy
 EH2175;SPC AR S     -   634,660.      426,210.      MT  (+/- 180 meters Scaled)
 EH2175
 EH2175                          SUPERSEDED SURVEY CONTROL
 EH2175
 EH2175  NGVD 29 (??/??/??)   71.067  (m)          233.16   (f) ADJUSTED    1 2
 EH2175
 EH2175.Superseded values are not recommended for survey control.
 EH2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2175.See file dsdata.txt to determine how the superseded data were derived.
 EH2175
 EH2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU176496(NAD 83)
 EH2175_MARKER: DB = BENCH MARK DISK
 EH2175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2175_SP_SET: CULVERT
 EH2175_STAMPING: R 108 1954
 EH2175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2175+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2175
 EH2175  HISTORY     - Date     Condition        Report By
 EH2175  HISTORY     - 1954     MONUMENTED       CGS
 EH2175  HISTORY     - 1967     GOOD             CGS
 EH2175  HISTORY     - 20030609 GOOD             USACE
 EH2175
 EH2175                          STATION DESCRIPTION
 EH2175
 EH2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2175'1.85 MI E FROM CARLISLE.
 EH2175'IT IS 1.85 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2175'RAILROAD FROM THE STATION IN CARLISLE, 0.1 MILE EAST OF A ROAD
 EH2175'CROSSING, 3-1/2 POLES EASST OF MILEPOST 101, 8.6 FEET SOUTH OF THE
 EH2175'SOUTH RAIL, 2.5 FEET BELOW THE TOP OF THE RAILS AND SET IN A DRILL
 EH2175'HOLE IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE
 EH2175'CULVERT.
 EH2175
 EH2175                          STATION RECOVERY (2003)
 EH2175
 EH2175'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1377 ***********************************************************************
 FF1377  DESIGNATION -  R 109
 FF1377  PID         -  FF1377
 FF1377  STATE/COUNTY-  AR/WHITE
 FF1377  USGS QUAD   -  KENSETT (1994)
 FF1377
 FF1377                         *CURRENT SURVEY CONTROL
 FF1377  ___________________________________________________________________
 FF1377* NAD 83(1986)-  35 10 23.     (N)    091 41 51.     (W)     SCALED    
 FF1377* NAVD 88     -        64.946  (meters)     213.08   (feet)  ADJUSTED  
 FF1377  ___________________________________________________________________
 FF1377  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1377  DYNAMIC HT  -          64.887 (meters)     212.88  (feet)  COMP
 FF1377  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF1377
 FF1377  VERT ORDER  -  FIRST     CLASS II
 FF1377
 FF1377.The horizontal coordinates were scaled from a topographic map and have
 FF1377.an estimated accuracy of +/- 6 seconds.
 FF1377
 FF1377.The orthometric height was determined by differential leveling
 FF1377.and adjusted by the National Geodetic Survey in June 1991..
 FF1377
 FF1377.The geoid height was determined by GEOID03.
 FF1377
 FF1377.The dynamic height is computed by dividing the NAVD 88
 FF1377.geopotential number by the normal gravity value computed on the
 FF1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1377.degrees latitude (g = 980.6199 gals.).
 FF1377
 FF1377.The modeled gravity was interpolated from observed gravity values.
 FF1377
 FF1377;                    North         East    Units  Estimated Accuracy
 FF1377;SPC AR N     -    93,200.      427,560.      MT  (+/- 180 meters Scaled)
 FF1377
 FF1377                          SUPERSEDED SURVEY CONTROL
 FF1377
 FF1377  NGVD 29 (??/??/??)   64.914  (m)          212.97   (f) ADJUSTED    1 2
 FF1377
 FF1377.Superseded values are not recommended for survey control.
 FF1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1377.See file dsdata.txt to determine how the superseded data were derived.
 FF1377
 FF1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU186930(NAD 83)
 FF1377_MARKER: DB = BENCH MARK DISK
 FF1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1377_STAMPING: R 109 1955
 FF1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1377+STABILITY: SURFACE MOTION
 FF1377
 FF1377  HISTORY     - Date     Condition        Report By
 FF1377  HISTORY     - 1955     MONUMENTED       CGS
 FF1377  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1377
 FF1377                          STATION DESCRIPTION
 FF1377
 FF1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1377'2.4 MI S FROM HIGGINSON.
 FF1377'2.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1377'RAILROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT HIGGINSON,
 FF1377'THENCE 0.35 MILE WEST ALONG A DIRT ROAD, AT A JUNCTION WITH
 FF1377'STATE HIGHWAY 11, 68 FEET NORTHEAST OF THE CENTER LINE OF THE
 FF1377'HIGHWAY, 104.7 FEET WEST OF A LONE 14 INCH OAK TREE, 32.5 FEET
 FF1377'NORTHWEST OF A POWER POLE, 20 FEET NORTHWEST OF THE CENTER LINE
 FF1377'OF A DIRT ROAD, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 FF1377'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FF1377
 FF1377                          STATION RECOVERY (2003)
 FF1377
 FF1377'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0020 ***********************************************************************
 DL0020  DESIGNATION -  R 11
 DL0020  PID         -  DL0020
 DL0020  STATE/COUNTY-  AR/DALLAS
 DL0020  USGS QUAD   -  FORDYCE (1985)
 DL0020
 DL0020                         *CURRENT SURVEY CONTROL
 DL0020  ___________________________________________________________________
 DL0020* NAD 83(1986)-  33 49 49.     (N)    092 22 37.     (W)     SCALED    
 DL0020* NAVD 88     -        68.886  (meters)     226.00   (feet)  ADJUSTED  
 DL0020  ___________________________________________________________________
 DL0020  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DL0020  DYNAMIC HT  -          68.816 (meters)     225.77  (feet)  COMP
 DL0020  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 DL0020
 DL0020  VERT ORDER  -  SECOND    CLASS 0
 DL0020
 DL0020.The horizontal coordinates were scaled from a topographic map and have
 DL0020.an estimated accuracy of +/- 6 seconds.
 DL0020
 DL0020.The orthometric height was determined by differential leveling
 DL0020.and adjusted by the National Geodetic Survey in June 1991..
 DL0020
 DL0020.The geoid height was determined by GEOID03.
 DL0020
 DL0020.The dynamic height is computed by dividing the NAVD 88
 DL0020.geopotential number by the normal gravity value computed on the
 DL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0020.degrees latitude (g = 980.6199 gals.).
 DL0020
 DL0020.The modeled gravity was interpolated from observed gravity values.
 DL0020
 DL0020;                    North         East    Units  Estimated Accuracy
 DL0020;SPC AR S     -   529,120.      365,110.      MT  (+/- 180 meters Scaled)
 DL0020
 DL0020                          SUPERSEDED SURVEY CONTROL
 DL0020
 DL0020  NGVD 29 (??/??/92)   68.940  (m)          226.18   (f) ADJ UNCH    2 0
 DL0020
 DL0020.Superseded values are not recommended for survey control.
 DL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0020.See file dsdata.txt to determine how the superseded data were derived.
 DL0020
 DL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT576435(NAD 83)
 DL0020_MARKER: DB = BENCH MARK DISK
 DL0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0020_STAMPING: 226.289 R 11 1932
 DL0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0020+STABILITY: SURFACE MOTION
 DL0020
 DL0020  HISTORY     - Date     Condition        Report By
 DL0020  HISTORY     - 1932     MONUMENTED       CGS
 DL0020
 DL0020                          STATION DESCRIPTION
 DL0020
 DL0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0020'2.5 MI NE FROM FORDYCE.
 DL0020'ABOUT 2-1/2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0020'FROM FORDYCE, DALLAS COUNTY, 70 FEET NORTHEAST OF MILEPOST 305, AT THE
 DL0020'TOP OF THE NORTH SLOPE OF A SLIGHT RIDGE, 47 FEET NORTHWEST OF THE
 DL0020'CENTER LINE OF STATE HIGHWAY 3, AND 29 FEET SOUTHEAST OF THE CENTER
 DL0020'LINE OF THE TRACK.  A STANDARD DISK, STAMPED 226.289 R 11 1932 AND SET
 DL0020'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2061 ***********************************************************************
 EH2061  DESIGNATION -  R 110
 EH2061  PID         -  EH2061
 EH2061  STATE/COUNTY-  AR/PRAIRIE
 EH2061  USGS QUAD   -  HICKORY PLAINS (1994)
 EH2061
 EH2061                         *CURRENT SURVEY CONTROL
 EH2061  ___________________________________________________________________
 EH2061* NAD 83(1986)-  34 58 26.     (N)    091 44 06.     (W)     SCALED    
 EH2061* NAVD 88     -        79.130  (meters)     259.61   (feet)  ADJUSTED  
 EH2061  ___________________________________________________________________
 EH2061  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EH2061  DYNAMIC HT  -          79.057 (meters)     259.37  (feet)  COMP
 EH2061  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 EH2061
 EH2061  VERT ORDER  -  FIRST     CLASS II
 EH2061
 EH2061.The horizontal coordinates were scaled from a topographic map and have
 EH2061.an estimated accuracy of +/- 6 seconds.
 EH2061
 EH2061.The orthometric height was determined by differential leveling
 EH2061.and adjusted by the National Geodetic Survey in June 1991..
 EH2061
 EH2061.The geoid height was determined by GEOID03.
 EH2061
 EH2061.The dynamic height is computed by dividing the NAVD 88
 EH2061.geopotential number by the normal gravity value computed on the
 EH2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2061.degrees latitude (g = 980.6199 gals.).
 EH2061
 EH2061.The modeled gravity was interpolated from observed gravity values.
 EH2061
 EH2061;                    North         East    Units  Estimated Accuracy
 EH2061;SPC AR S     -   655,950.      424,200.      MT  (+/- 180 meters Scaled)
 EH2061
 EH2061                          SUPERSEDED SURVEY CONTROL
 EH2061
 EH2061  NGVD 29 (??/??/??)   79.133  (m)          259.62   (f) ADJUSTED    1 2
 EH2061
 EH2061.Superseded values are not recommended for survey control.
 EH2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2061.See file dsdata.txt to determine how the superseded data were derived.
 EH2061
 EH2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU154708(NAD 83)
 EH2061_MARKER: DB = BENCH MARK DISK
 EH2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2061_STAMPING: R 110 1954
 EH2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2061+STABILITY: SURFACE MOTION
 EH2061
 EH2061  HISTORY     - Date     Condition        Report By
 EH2061  HISTORY     - 1954     MONUMENTED       CGS
 EH2061  HISTORY     - 1967     GOOD             CGS
 EH2061  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH2061
 EH2061                          STATION DESCRIPTION
 EH2061
 EH2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2061'1.1 MI S FROM HICKORY PLAINS.
 EH2061'FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 13 IN HICKORY PLAINS, GO
 EH2061'SOUTH ON STATE HIGHWAY 13 FOR 1.0 MILE TO WHERE THE HIGHWAY CURVES
 EH2061'WEST, CONTINUE ON THE HIGHWAY FOR 0.1 MILE TO THE MARK ON THE RIGHT,
 EH2061'56 FEET NORTH OF THE CENTER OF THE HIGHWAY, 21 FEET NORTH OF A FENCE,
 EH2061'2.5 FEET EAST OF A 4 X 4 INCH WITNESS POST, 1 FOOT WEST OF A METAL
 EH2061'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 EH2061
 EH2061                          STATION RECOVERY (2003)
 EH2061
 EH2061'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1961 ***********************************************************************
 EH1961  DESIGNATION -  R 111
 EH1961  PID         -  EH1961
 EH1961  STATE/COUNTY-  AR/LONOKE
 EH1961  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1961
 EH1961                         *CURRENT SURVEY CONTROL
 EH1961  ___________________________________________________________________
 EH1961* NAD 83(1986)-  34 51 48.     (N)    091 48 03.     (W)     SCALED    
 EH1961* NAVD 88     -        70.291  (meters)     230.61   (feet)  ADJUSTED  
 EH1961  ___________________________________________________________________
 EH1961  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1961  DYNAMIC HT  -          70.226 (meters)     230.40  (feet)  COMP
 EH1961  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 EH1961
 EH1961  VERT ORDER  -  FIRST     CLASS II
 EH1961
 EH1961.The horizontal coordinates were scaled from a topographic map and have
 EH1961.an estimated accuracy of +/- 6 seconds.
 EH1961
 EH1961.The orthometric height was determined by differential leveling
 EH1961.and adjusted by the National Geodetic Survey in June 1991..
 EH1961
 EH1961.The geoid height was determined by GEOID03.
 EH1961
 EH1961.The dynamic height is computed by dividing the NAVD 88
 EH1961.geopotential number by the normal gravity value computed on the
 EH1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1961.degrees latitude (g = 980.6199 gals.).
 EH1961
 EH1961.The modeled gravity was interpolated from observed gravity values.
 EH1961
 EH1961;                    North         East    Units  Estimated Accuracy
 EH1961;SPC AR S     -   643,670.      418,210.      MT  (+/- 180 meters Scaled)
 EH1961
 EH1961                          SUPERSEDED SURVEY CONTROL
 EH1961
 EH1961  NGVD 29 (??/??/??)   70.300  (m)          230.64   (f) ADJUSTED    1 2
 EH1961
 EH1961.Superseded values are not recommended for survey control.
 EH1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1961.See file dsdata.txt to determine how the superseded data were derived.
 EH1961
 EH1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU096585(NAD 83)
 EH1961_MARKER: DB = BENCH MARK DISK
 EH1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1961_STAMPING: R 111 1955
 EH1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1961+STABILITY: SURFACE MOTION
 EH1961
 EH1961  HISTORY     - Date     Condition        Report By
 EH1961  HISTORY     - 1955     MONUMENTED       CGS
 EH1961
 EH1961                          STATION DESCRIPTION
 EH1961
 EH1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1961'8.85 MI NW FROM CARLISLE.
 EH1961'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1961'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 0.45 MILE WEST ALONG
 EH1961'STATE HIGHWAY 13, THENCE 1.5 MILES WEST ALONG A GRADED DIRT ROAD,
 EH1961'THENCE 1.1 MILES WEST ALONG AN ABANDONED ROAD, 144 FEET NORTHWEST OF A
 EH1961'FENCE CORNER, 18 FEET EAST OF A 36 INCH OAK TREE, 18 FEET NORTH OF THE
 EH1961'CENTER LINE OF THE ROAD, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP
 EH1961'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1625 ***********************************************************************
 EH1625  DESIGNATION -  R 112
 EH1625  PID         -  EH1625
 EH1625  STATE/COUNTY-  AR/ARKANSAS
 EH1625  USGS QUAD   -  REYDELL (1975)
 EH1625
 EH1625                         *CURRENT SURVEY CONTROL
 EH1625  ___________________________________________________________________
 EH1625* NAD 83(1986)-  34 14 55.     (N)    091 31 12.     (W)     SCALED    
 EH1625* NAVD 88     -        58.144  (meters)     190.76   (feet)  ADJUSTED  
 EH1625  ___________________________________________________________________
 EH1625  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH1625  DYNAMIC HT  -          58.088 (meters)     190.58  (feet)  COMP
 EH1625  MODELED GRAV-     979,664.7   (mgal)                       NAVD 88
 EH1625
 EH1625  VERT ORDER  -  FIRST     CLASS II
 EH1625
 EH1625.The horizontal coordinates were scaled from a topographic map and have
 EH1625.an estimated accuracy of +/- 6 seconds.
 EH1625
 EH1625.The orthometric height was determined by differential leveling
 EH1625.and adjusted by the National Geodetic Survey in August 1993..
 EH1625
 EH1625.The geoid height was determined by GEOID03.
 EH1625
 EH1625.The dynamic height is computed by dividing the NAVD 88
 EH1625.geopotential number by the normal gravity value computed on the
 EH1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1625.degrees latitude (g = 980.6199 gals.).
 EH1625
 EH1625.The modeled gravity was interpolated from observed gravity values.
 EH1625
 EH1625;                    North         East    Units  Estimated Accuracy
 EH1625;SPC AR S     -   575,560.      444,210.      MT  (+/- 180 meters Scaled)
 EH1625
 EH1625                          SUPERSEDED SURVEY CONTROL
 EH1625
 EH1625  NAVD 88 (06/15/91)   58.192  (m)          190.92   (f) UNKNOWN     1 2
 EH1625  NGVD 29 (??/??/??)   58.218  (m)          191.00   (f) ADJUSTED    1 2
 EH1625
 EH1625.Superseded values are not recommended for survey control.
 EH1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1625.See file dsdata.txt to determine how the superseded data were derived.
 EH1625
 EH1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT362907(NAD 83)
 EH1625_MARKER: DB = BENCH MARK DISK
 EH1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1625_STAMPING: R 112 1954
 EH1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1625+STABILITY: SURFACE MOTION
 EH1625
 EH1625  HISTORY     - Date     Condition        Report By
 EH1625  HISTORY     - 1954     MONUMENTED       CGS
 EH1625  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1625
 EH1625                          STATION DESCRIPTION
 EH1625
 EH1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1625'1.8 MI N FROM BAYOU METO.
 EH1625'1.85 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BAYOU METO,
 EH1625'37 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 60 FEET
 EH1625'WEST OF A POWER POLE, 36 FEET WEST OF THE CENTER LINE OF A NORTH AND
 EH1625'SOUTH ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 EH1625'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, AT A JOG IN
 EH1625'THE NORTH AND SOUTH ROAD.
 EH1625
 EH1625                          STATION RECOVERY (1965)
 EH1625
 EH1625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EH1625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2345 ***********************************************************************
 EH2345  DESIGNATION -  R 113
 EH2345  PID         -  EH2345
 EH2345  STATE/COUNTY-  AR/ARKANSAS
 EH2345  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2345
 EH2345                         *CURRENT SURVEY CONTROL
 EH2345  ___________________________________________________________________
 EH2345* NAD 83(1986)-  34 32 14.     (N)    091 35 30.     (W)     SCALED    
 EH2345* NAVD 88     -        60.797  (meters)     199.46   (feet)  ADJUSTED  
 EH2345  ___________________________________________________________________
 EH2345  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH2345  DYNAMIC HT  -          60.739 (meters)     199.27  (feet)  COMP
 EH2345  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 EH2345
 EH2345  VERT ORDER  -  FIRST     CLASS II
 EH2345
 EH2345.The horizontal coordinates were scaled from a topographic map and have
 EH2345.an estimated accuracy of +/- 6 seconds.
 EH2345
 EH2345.The orthometric height was determined by differential leveling
 EH2345.and adjusted by the National Geodetic Survey in June 1991..
 EH2345
 EH2345.The geoid height was determined by GEOID03.
 EH2345
 EH2345.The dynamic height is computed by dividing the NAVD 88
 EH2345.geopotential number by the normal gravity value computed on the
 EH2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2345.degrees latitude (g = 980.6199 gals.).
 EH2345
 EH2345.The modeled gravity was interpolated from observed gravity values.
 EH2345
 EH2345;                    North         East    Units  Estimated Accuracy
 EH2345;SPC AR S     -   607,550.      437,480.      MT  (+/- 180 meters Scaled)
 EH2345
 EH2345                          SUPERSEDED SURVEY CONTROL
 EH2345
 EH2345  NGVD 29 (??/??/??)   60.823  (m)          199.55   (f) ADJUSTED    1 2
 EH2345
 EH2345.Superseded values are not recommended for survey control.
 EH2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2345.See file dsdata.txt to determine how the superseded data were derived.
 EH2345
 EH2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU292226(NAD 83)
 EH2345_MARKER: DB = BENCH MARK DISK
 EH2345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2345_SP_SET: CONCRETE CURB
 EH2345_STAMPING: R 113 1954
 EH2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2345
 EH2345  HISTORY     - Date     Condition        Report By
 EH2345  HISTORY     - 1954     MONUMENTED       CGS
 EH2345  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2345
 EH2345                          STATION DESCRIPTION
 EH2345
 EH2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2345'4.8 MI NW FROM STUTTGART.
 EH2345'0.5 MILES NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2345'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2345'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2345'ALONG STATE HIGHWAYS 11 AND 30, THENCE 2.0 MILES WEST ALONG STATE
 EH2345'HIGHWAY 30, 14 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.2 MILE
 EH2345'EAST OF THE ARKANSAS AND PRAIRIE COUNTY LINE, SET IN THE TOP OF THE
 EH2345'WEST END OF THE SOUTH CONCRETE CURB OF A CONCRETE BRIDGE OVER CLEAR
 EH2345'POND SLOUGH.
 EH2345
 EH2345                          STATION RECOVERY (2003)
 EH2345
 EH2345'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2345'NEW BRIDE IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1360 ***********************************************************************
 EH1360  DESIGNATION -  R 114
 EH1360  PID         -  EH1360
 EH1360  STATE/COUNTY-  AR/ARKANSAS
 EH1360  USGS QUAD   -  ALMYRA (1968)
 EH1360
 EH1360                         *CURRENT SURVEY CONTROL
 EH1360  ___________________________________________________________________
 EH1360* NAD 83(1986)-  34 25 02.     (N)    091 24 29.     (W)     SCALED    
 EH1360* NAVD 88     -        61.766  (meters)     202.64   (feet)  ADJUSTED  
 EH1360  ___________________________________________________________________
 EH1360  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH1360  DYNAMIC HT  -          61.706 (meters)     202.45  (feet)  COMP
 EH1360  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 EH1360
 EH1360  VERT ORDER  -  FIRST     CLASS II
 EH1360
 EH1360.The horizontal coordinates were scaled from a topographic map and have
 EH1360.an estimated accuracy of +/- 6 seconds.
 EH1360
 EH1360.The orthometric height was determined by differential leveling
 EH1360.and adjusted by the National Geodetic Survey in August 1993..
 EH1360
 EH1360.The geoid height was determined by GEOID03.
 EH1360
 EH1360.The dynamic height is computed by dividing the NAVD 88
 EH1360.geopotential number by the normal gravity value computed on the
 EH1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1360.degrees latitude (g = 980.6199 gals.).
 EH1360
 EH1360.The modeled gravity was interpolated from observed gravity values.
 EH1360
 EH1360;                    North         East    Units  Estimated Accuracy
 EH1360;SPC AR S     -   594,320.      454,410.      MT  (+/- 180 meters Scaled)
 EH1360
 EH1360                          SUPERSEDED SURVEY CONTROL
 EH1360
 EH1360  NAVD 88 (06/15/91)   61.818  (m)          202.81   (f) UNKNOWN     1 2
 EH1360  NGVD 29 (??/??/??)   61.824  (m)          202.83   (f) ADJUSTED    1 2
 EH1360
 EH1360.Superseded values are not recommended for survey control.
 EH1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1360.See file dsdata.txt to determine how the superseded data were derived.
 EH1360
 EH1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462095(NAD 83)
 EH1360_MARKER: DB = BENCH MARK DISK
 EH1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1360_STAMPING: R 114 1954
 EH1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1360+STABILITY: SURFACE MOTION
 EH1360
 EH1360  HISTORY     - Date     Condition        Report By
 EH1360  HISTORY     - 1954     MONUMENTED       CGS
 EH1360
 EH1360                          STATION DESCRIPTION
 EH1360
 EH1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1360'0.7 MI N FROM ALMYRA.
 EH1360'0.7 MILE NORTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1360'STATION AT ALMYRA, 84 FEET EAST OF MILEPOST 244, 35 FEET EAST OF THE
 EH1360'EAST RAIL, 1.5 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 EH1360'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 EH1360'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1388 ***********************************************************************
 EH1388  DESIGNATION -  R 115 RESET
 EH1388  PID         -  EH1388
 EH1388  STATE/COUNTY-  AR/ARKANSAS
 EH1388  USGS QUAD   -  DE WITT (1968)
 EH1388
 EH1388                         *CURRENT SURVEY CONTROL
 EH1388  ___________________________________________________________________
 EH1388* NAD 83(1986)-  34 19 19.     (N)    091 20 55.     (W)     SCALED    
 EH1388* NAVD 88     -        53.75   (+/-2cm)     176.3    (feet)  VERTCON   
 EH1388  ___________________________________________________________________
 EH1388  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH1388
 EH1388  VERT ORDER  -  ? (See Below)
 EH1388
 EH1388.The horizontal coordinates were scaled from a topographic map and have
 EH1388.an estimated accuracy of +/- 6 seconds.
 EH1388
 EH1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1388.The vertical order pertains to the NGVD 29 superseded value.
 EH1388
 EH1388.The geoid height was determined by GEOID03.
 EH1388
 EH1388;                    North         East    Units  Estimated Accuracy
 EH1388;SPC AR S     -   583,780.      459,950.      MT  (+/- 180 meters Scaled)
 EH1388
 EH1388                          SUPERSEDED SURVEY CONTROL
 EH1388
 EH1388  NGVD 29 (??/??/??)   53.809  (m)          176.54   (f) ADJUSTED    ?  
 EH1388
 EH1388.Superseded values are not recommended for survey control.
 EH1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1388.See file dsdata.txt to determine how the superseded data were derived.
 EH1388
 EH1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT519990(NAD 83)
 EH1388_MARKER: DB = BENCH MARK DISK
 EH1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1388_STAMPING: R 115 RESET 1960
 EH1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1388+STABILITY: SURFACE MOTION
 EH1388
 EH1388  HISTORY     - Date     Condition        Report By
 EH1388  HISTORY     - 1960     MONUMENTED       CGS
 EH1388
 EH1388                          STATION DESCRIPTION
 EH1388
 EH1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EH1388'2.2 MI N FROM DEWITT.
 EH1388'LOCATED 2.2 MILES NORTH ALONG STATE HIGHWAY 130 FROM THE COURTHOUSE AT
 EH1388'DEWITT, AT THE SOUTH END OF A HILL, 148 FEET NORTH OF THE CENTER OF
 EH1388'LITTLE BAGRUE BAYOU, 242 FEET SOUTH OF THE CENTER OF A DRIVEWAY
 EH1388'LEADING EAST AT TOP OF THE GRADE, 258 FEET SOUTH OF A T FENCE CORNER,
 EH1388'49 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 130, 26 FEET NORTH OF
 EH1388'AN 18-INCH OAK TREE, ONE FOOT SOUTHEAST OF A METAL WITNESS POST AND
 EH1388'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1338 ***********************************************************************
 EH1338  DESIGNATION -  R 116
 EH1338  PID         -  EH1338
 EH1338  STATE/COUNTY-  AR/ARKANSAS
 EH1338  USGS QUAD   -  DE WITT (1968)
 EH1338
 EH1338                         *CURRENT SURVEY CONTROL
 EH1338  ___________________________________________________________________
 EH1338* NAD 83(1986)-  34 15 11.     (N)    091 20 52.     (W)     SCALED    
 EH1338* NAVD 88     -        59.303  (meters)     194.56   (feet)  ADJUSTED  
 EH1338  ___________________________________________________________________
 EH1338  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EH1338  DYNAMIC HT  -          59.245 (meters)     194.37  (feet)  COMP
 EH1338  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 EH1338
 EH1338  VERT ORDER  -  FIRST     CLASS II
 EH1338
 EH1338.The horizontal coordinates were scaled from a topographic map and have
 EH1338.an estimated accuracy of +/- 6 seconds.
 EH1338
 EH1338.The orthometric height was determined by differential leveling
 EH1338.and adjusted by the National Geodetic Survey in August 1993..
 EH1338
 EH1338.The geoid height was determined by GEOID03.
 EH1338
 EH1338.The dynamic height is computed by dividing the NAVD 88
 EH1338.geopotential number by the normal gravity value computed on the
 EH1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1338.degrees latitude (g = 980.6199 gals.).
 EH1338
 EH1338.The modeled gravity was interpolated from observed gravity values.
 EH1338
 EH1338;                    North         East    Units  Estimated Accuracy
 EH1338;SPC AR S     -   576,140.      460,070.      MT  (+/- 180 meters Scaled)
 EH1338
 EH1338                          SUPERSEDED SURVEY CONTROL
 EH1338
 EH1338  NAVD 88 (06/15/91)   59.264  (m)          194.44   (f) UNKNOWN     1 2
 EH1338  NGVD 29 (??/??/??)   59.396  (m)          194.87   (f) ADJUSTED    1 2
 EH1338
 EH1338.Superseded values are not recommended for survey control.
 EH1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1338.See file dsdata.txt to determine how the superseded data were derived.
 EH1338
 EH1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT521914(NAD 83)
 EH1338_MARKER: DB = BENCH MARK DISK
 EH1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1338_STAMPING: R 116 1955
 EH1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1338+STABILITY: SURFACE MOTION
 EH1338
 EH1338  HISTORY     - Date     Condition        Report By
 EH1338  HISTORY     - 1955     MONUMENTED       CGS
 EH1338  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1338
 EH1338                          STATION DESCRIPTION
 EH1338
 EH1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1338'2.9 MI S FROM DEWITT.
 EH1338'2.9 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1338'STATION AT DEWITT, AT A ROAD CROSSING, 12 POLES SOUTH OF MILEPOST 258,
 EH1338'131 FEET NORTH OF THE CENTER LINE OF A ROAD, 37 FEET WEST OF THE WEST
 EH1338'RAIL, 16 FEET EAST OF A FENCE, 6 FEET NORTH OF A TELEPHONE POLE, 3
 EH1338'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1338'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1338
 EH1338                          STATION RECOVERY (1976)
 EH1338
 EH1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0875 ***********************************************************************
 DK0875  DESIGNATION -  R 117
 DK0875  PID         -  DK0875
 DK0875  STATE/COUNTY-  AR/DESHA
 DK0875  USGS QUAD   -  DUMAS (1969)
 DK0875
 DK0875                         *CURRENT SURVEY CONTROL
 DK0875  ___________________________________________________________________
 DK0875* NAD 83(1986)-  33 53 38.     (N)    091 25 29.     (W)     SCALED    
 DK0875* NAVD 88     -        47.705  (meters)     156.51   (feet)  ADJUSTED  
 DK0875  ___________________________________________________________________
 DK0875  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DK0875  DYNAMIC HT  -          47.657 (meters)     156.35  (feet)  COMP
 DK0875  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 DK0875
 DK0875  VERT ORDER  -  FIRST     CLASS II
 DK0875
 DK0875.The horizontal coordinates were scaled from a topographic map and have
 DK0875.an estimated accuracy of +/- 6 seconds.
 DK0875
 DK0875.The orthometric height was determined by differential leveling
 DK0875.and adjusted by the National Geodetic Survey in June 1991..
 DK0875.WARNING-Repeat measurements at this control monument indicate possible
 DK0875.vertical movement.
 DK0875
 DK0875.The geoid height was determined by GEOID03.
 DK0875
 DK0875.The dynamic height is computed by dividing the NAVD 88
 DK0875.geopotential number by the normal gravity value computed on the
 DK0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0875.degrees latitude (g = 980.6199 gals.).
 DK0875
 DK0875.The modeled gravity was interpolated from observed gravity values.
 DK0875
 DK0875;                    North         East    Units  Estimated Accuracy
 DK0875;SPC AR S     -   536,260.      453,210.      MT  (+/- 180 meters Scaled)
 DK0875
 DK0875                          SUPERSEDED SURVEY CONTROL
 DK0875
 DK0875  NGVD 29 (??/??/??)   47.812  (m)          156.86   (f) ADJUSTED    1 2
 DK0875
 DK0875.Superseded values are not recommended for survey control.
 DK0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0875.See file dsdata.txt to determine how the superseded data were derived.
 DK0875
 DK0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT456515(NAD 83)
 DK0875_MARKER: DB = BENCH MARK DISK
 DK0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0875_STAMPING: R 117 1955
 DK0875_MARK LOGO: CGS   
 DK0875_PROJECTION: PROJECTING 12 CENTIMETERS
 DK0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0875+STABILITY: SURFACE MOTION
 DK0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0875+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 DK0875
 DK0875  HISTORY     - Date     Condition        Report By
 DK0875  HISTORY     - 1955     MONUMENTED       CGS
 DK0875  HISTORY     - 1976     GOOD             NGS
 DK0875  HISTORY     - 1984     GOOD             NGS
 DK0875  HISTORY     - 1989     GOOD             USPSQD
 DK0875  HISTORY     - 1990     GOOD             USPSQD
 DK0875  HISTORY     - 20040113 GOOD             USACE
 DK0875
 DK0875                          STATION DESCRIPTION
 DK0875
 DK0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0875'4.1 MI NE FROM DUMAS.
 DK0875'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT
 DK0875'DUMAS, 100 FEET EAST OF THE NORTHEAST END OF THE CONCRETE HEADWALL OF
 DK0875'A CULVERT, 57 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.5
 DK0875'FEET WEST OF A FENCE, 28 FEET SOUTHWEST OF A POWER POLE, 3 FEET
 DK0875'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DK0875'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DK0875
 DK0875                          STATION RECOVERY (1976)
 DK0875
 DK0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0875'RECOVERED IN GOOD CONDITION.
 DK0875
 DK0875                          STATION RECOVERY (1984)
 DK0875
 DK0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0875'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM
 DK0875'(0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN DUMAS,
 DK0875'THENCE 6.3 KM (3.9 MI) EAST ALONG U.S. HIGHWAY 165, SET BY A FENCE
 DK0875'CORNER 30.48 METERS (100.0 FT) EAST OF THE NORTHEAST END OF THE
 DK0875'SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 17.98 METERS
 DK0875'(59.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.52 METERS
 DK0875'(5.0 FT) WEST OF A FENCE CORNER POST, AND 8.53 METERS (28.0 FT)
 DK0875'SOUTHWEST OF A POWER LINE POLE.
 DK0875'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 DK0875'THE MARK IS 0.4 M BELOW HIGHWAY.
 DK0875
 DK0875                          STATION RECOVERY (1989)
 DK0875
 DK0875'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK0875'RECOVERED IN GOOD CONDITION.
 DK0875
 DK0875                          STATION RECOVERY (1990)
 DK0875
 DK0875'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK0875'RECOVERED IN GOOD CONDITION.
 DK0875
 DK0875                          STATION RECOVERY (2004)
 DK0875
 DK0875'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0080 ***********************************************************************
 EJ0080  DESIGNATION -  R 118
 EJ0080  PID         -  EJ0080
 EJ0080  STATE/COUNTY-  AR/PULASKI
 EJ0080  USGS QUAD   -  MC ALMONT (1986)
 EJ0080
 EJ0080                         *CURRENT SURVEY CONTROL
 EJ0080  ___________________________________________________________________
 EJ0080* NAD 83(1986)-  34 46 26.     (N)    092 10 37.     (W)     SCALED    
 EJ0080* NAVD 88     -        75.677  (meters)     248.28   (feet)  ADJUSTED  
 EJ0080  ___________________________________________________________________
 EJ0080  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0080  DYNAMIC HT  -          75.607 (meters)     248.05  (feet)  COMP
 EJ0080  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EJ0080
 EJ0080  VERT ORDER  -  FIRST     CLASS II
 EJ0080
 EJ0080.The horizontal coordinates were scaled from a topographic map and have
 EJ0080.an estimated accuracy of +/- 6 seconds.
 EJ0080
 EJ0080.The orthometric height was determined by differential leveling
 EJ0080.and adjusted by the National Geodetic Survey in June 1991..
 EJ0080
 EJ0080.The geoid height was determined by GEOID03.
 EJ0080
 EJ0080.The dynamic height is computed by dividing the NAVD 88
 EJ0080.geopotential number by the normal gravity value computed on the
 EJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0080.degrees latitude (g = 980.6199 gals.).
 EJ0080
 EJ0080.The modeled gravity was interpolated from observed gravity values.
 EJ0080
 EJ0080;                    North         East    Units  Estimated Accuracy
 EJ0080;SPC AR S     -   633,740.      383,800.      MT  (+/- 180 meters Scaled)
 EJ0080
 EJ0080                          SUPERSEDED SURVEY CONTROL
 EJ0080
 EJ0080  NGVD 29 (??/??/92)   75.717  (m)          248.41   (f) ADJ UNCH    1 2
 EJ0080
 EJ0080.Superseded values are not recommended for survey control.
 EJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0080.See file dsdata.txt to determine how the superseded data were derived.
 EJ0080
 EJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU753482(NAD 83)
 EJ0080_MARKER: DB = BENCH MARK DISK
 EJ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0080_STAMPING: R 118 1955
 EJ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0080+STABILITY: SURFACE MOTION
 EJ0080
 EJ0080  HISTORY     - Date     Condition        Report By
 EJ0080  HISTORY     - 1955     MONUMENTED       CGS
 EJ0080  HISTORY     - 1967     GOOD             NGS
 EJ0080  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0080  HISTORY     - 198503   MARK NOT FOUND   USPSQD
 EJ0080
 EJ0080                          STATION DESCRIPTION
 EJ0080
 EJ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0080'4.6 MI E FROM NORTH LITTLE ROCK.
 EJ0080'IT IS 4.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0080'RAILROAD FROM THE STATION AT NORTH LITTLE ROCK, AT A ROAD CROSSING, 11
 EJ0080'POLES WEST OF MILEPOST 127, 83 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EJ0080'OF A SMALL WHITE HOUSE, 44 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 EJ0080'40 FEET NORTH OF THE NORTH RAIL, 18 FEET SOUTH OF A POWERLINE POLE, 9
 EJ0080'FEET EAST OF TELEPHONE LINE POLE NUMBER 2-28, 1 FOOT WEST OF A METAL
 EJ0080'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4
 EJ0080'INCHES.
 EJ0080
 EJ0080                          STATION RECOVERY (1984)
 EJ0080
 EJ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0080'MARK NOT FOUND.
 EJ0080
 EJ0080                          STATION RECOVERY (1985)
 EJ0080
 EJ0080'RECOVERY NOTE BY US POWER SQUADRON 1985 (RPS)
 EJ0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0616 ***********************************************************************
 DL0616  DESIGNATION -  R 119
 DL0616  PID         -  DL0616
 DL0616  STATE/COUNTY-  AR/COLUMBIA
 DL0616  USGS QUAD   -  TAYLOR (1978)
 DL0616
 DL0616                         *CURRENT SURVEY CONTROL
 DL0616  ___________________________________________________________________
 DL0616* NAD 83(1986)-  33 01 13.     (N)    093 27 45.     (W)     SCALED    
 DL0616* NAVD 88     -        75.177  (meters)     246.64   (feet)  ADJUSTED  
 DL0616  ___________________________________________________________________
 DL0616  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0616  DYNAMIC HT  -          75.095 (meters)     246.37  (feet)  COMP
 DL0616  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 DL0616
 DL0616  VERT ORDER  -  SECOND    CLASS 0
 DL0616
 DL0616.The horizontal coordinates were scaled from a topographic map and have
 DL0616.an estimated accuracy of +/- 6 seconds.
 DL0616
 DL0616.The orthometric height was determined by differential leveling
 DL0616.and adjusted by the National Geodetic Survey in June 1991..
 DL0616
 DL0616.The geoid height was determined by GEOID03.
 DL0616
 DL0616.The dynamic height is computed by dividing the NAVD 88
 DL0616.geopotential number by the normal gravity value computed on the
 DL0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0616.degrees latitude (g = 980.6199 gals.).
 DL0616
 DL0616.The modeled gravity was interpolated from observed gravity values.
 DL0616
 DL0616;                    North         East    Units  Estimated Accuracy
 DL0616;SPC AR S     -   440,200.      263,350.      MT  (+/- 180 meters Scaled)
 DL0616
 DL0616                          SUPERSEDED SURVEY CONTROL
 DL0616
 DL0616  NGVD 29 (??/??/92)   75.233  (m)          246.83   (f) ADJ UNCH    2 0
 DL0616
 DL0616.Superseded values are not recommended for survey control.
 DL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0616.See file dsdata.txt to determine how the superseded data were derived.
 DL0616
 DL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS568536(NAD 83)
 DL0616_MARKER: DB = BENCH MARK DISK
 DL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0616_STAMPING: R 119 1934
 DL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0616+STABILITY: SURFACE MOTION
 DL0616
 DL0616  HISTORY     - Date     Condition        Report By
 DL0616  HISTORY     - 1934     MONUMENTED       CGS
 DL0616  HISTORY     - 1963     POOR             NGS
 DL0616
 DL0616                          STATION DESCRIPTION
 DL0616
 DL0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0616'1.1 MI N FROM SPRING HILL.
 DL0616'IN COLUMBIA COUNTY, ARKANSAS, ABOUT 1.1 MILES NORTH ALONG THE
 DL0616'LOUISIANA AND ARKANSAS RAILWAY FROM THE STATION AT SPRING HILL,
 DL0616'WEBSTER PARISH, LOUISIANA, ABOUT 576 YARDS NORTH OF MILEPOST 47, ABOUT
 DL0616'40 FEET NORTH OF THE TWENTIETH POLE SOUTH OF MILEPOST 46, AT A
 DL0616'PRIVATE-ROAD CROSSING, 58 FEET EAST OF A FARMHOUSE, ABOUT 30 FEET WEST
 DL0616'OF THE TRACK, AND 12 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED R
 DL0616'119 1934 AND SET IN THE TOP OF A CONCRETE POST.  TOP OF WEST RAIL OF
 DL0616'THE LOUISIANA AND ARKANSAS RAILWAY AT THE ARKANSAS-LOUISIANA STATE
 DL0616'LINE.  NOTE-- CONCRETE POST APPEARS TO BE SLIGHTLY TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1380 ***********************************************************************
 DK1380  DESIGNATION -  R 12
 DK1380  PID         -  DK1380
 DK1380  STATE/COUNTY-  AR/ASHLEY
 DK1380  USGS QUAD   -  HAMBURG (1973)
 DK1380
 DK1380                         *CURRENT SURVEY CONTROL
 DK1380  ___________________________________________________________________
 DK1380* NAD 83(1986)-  33 13 41.     (N)    091 47 39.     (W)     SCALED    
 DK1380* NAVD 88     -        53.063  (meters)     174.09   (feet)  ADJUSTED  
 DK1380  ___________________________________________________________________
 DK1380  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DK1380  DYNAMIC HT  -          53.007 (meters)     173.91  (feet)  COMP
 DK1380  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 DK1380
 DK1380  VERT ORDER  -  SECOND    CLASS 0
 DK1380
 DK1380.The horizontal coordinates were scaled from a topographic map and have
 DK1380.an estimated accuracy of +/- 6 seconds.
 DK1380
 DK1380.The orthometric height was determined by differential leveling
 DK1380.and adjusted by the National Geodetic Survey in June 1991..
 DK1380
 DK1380.The geoid height was determined by GEOID03.
 DK1380
 DK1380.The dynamic height is computed by dividing the NAVD 88
 DK1380.geopotential number by the normal gravity value computed on the
 DK1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1380.degrees latitude (g = 980.6199 gals.).
 DK1380
 DK1380.The modeled gravity was interpolated from observed gravity values.
 DK1380
 DK1380;                    North         East    Units  Estimated Accuracy
 DK1380;SPC AR S     -   462,290.      419,190.      MT  (+/- 180 meters Scaled)
 DK1380
 DK1380                          SUPERSEDED SURVEY CONTROL
 DK1380
 DK1380  NGVD 29 (??/??/??)   53.148  (m)          174.37   (f) ADJUSTED    2 0
 DK1380
 DK1380.Superseded values are not recommended for survey control.
 DK1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1380.See file dsdata.txt to determine how the superseded data were derived.
 DK1380
 DK1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS123772(NAD 83)
 DK1380_MARKER: DB = BENCH MARK DISK
 DK1380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK1380_SP_SET: BUILDING
 DK1380_STAMPING: 174.30 R 12 1932
 DK1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1380
 DK1380  HISTORY     - Date     Condition        Report By
 DK1380  HISTORY     - 1932     MONUMENTED       CGS
 DK1380  HISTORY     - 1934     GOOD             CGS
 DK1380  HISTORY     - 20050329 MARK NOT FOUND   ARHD
 DK1380
 DK1380                          STATION DESCRIPTION
 DK1380
 DK1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1380'IN HAMBURG.
 DK1380'AT HAMBURG, ASHLEY COUNTY, AT THE MISSOURI PACIFIC RAILROAD STATION,
 DK1380'IN THE FRONT (NORTH) WALL, 1.5 FEET EAST OF THE WHITE WAITING ROOM
 DK1380'DOOR, AND 4 FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED 174.360
 DK1380'R 12 1932 AND SET VERTICALLY.
 DK1380
 DK1380                          STATION RECOVERY (2005)
 DK1380
 DK1380'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK1380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0271 ***********************************************************************
 DL0271  DESIGNATION -  R 121 RESET
 DL0271  PID         -  DL0271
 DL0271  STATE/COUNTY-  AR/UNION
 DL0271  USGS QUAD   -  EL DORADO WEST (1981)
 DL0271
 DL0271                         *CURRENT SURVEY CONTROL
 DL0271  ___________________________________________________________________
 DL0271* NAD 83(1986)-  33 12 30.     (N)    092 43 16.     (W)     SCALED    
 DL0271* NAVD 88     -        90.68   (meters)     297.5    (feet)  RESET     
 DL0271  ___________________________________________________________________
 DL0271  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0271
 DL0271  VERT ORDER  -  THIRD
 DL0271
 DL0271.The horizontal coordinates were scaled from a topographic map and have
 DL0271.an estimated accuracy of +/- 6 seconds.
 DL0271
 DL0271.The orthometric height was computed from unverified reset data.
 DL0271.No vertical observational check was made to the station.
 DL0271
 DL0271.The geoid height was determined by GEOID03.
 DL0271
 DL0271;                    North         East    Units  Estimated Accuracy
 DL0271;SPC AR S     -   460,320.      332,770.      MT  (+/- 180 meters Scaled)
 DL0271
 DL0271                          SUPERSEDED SURVEY CONTROL
 DL0271
 DL0271  NGVD 29 (??/??/??)   90.73   (m)          297.7    (f) RESET       3  
 DL0271
 DL0271.Superseded values are not recommended for survey control.
 DL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0271.See file dsdata.txt to determine how the superseded data were derived.
 DL0271
 DL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS259744(NAD 83)
 DL0271_MARKER: DB = BENCH MARK DISK
 DL0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0271_STAMPING: R 121 1934 RESET 1955
 DL0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0271+STABILITY: SURFACE MOTION
 DL0271
 DL0271  HISTORY     - Date     Condition        Report By
 DL0271  HISTORY     - 1955     MONUMENTED       CGS
 DL0271  HISTORY     - 1964     GOOD             NGS
 DL0271
 DL0271                          STATION DESCRIPTION
 DL0271
 DL0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0271'3.3 MI W FROM EL DORADO.
 DL0271'3.3 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH STATE
 DL0271'HIGHWAY 7 AT EL DORADO, ON TOP OF A HILL, 110 FEET WEST OF CORNER OF
 DL0271'WHITE BOARD FENCE, ACROSS THE HIGHWAY FROM A RED HOUSE AND 1.5 FEET
 DL0271'SOUTH OF BOARD FENCE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0704 ***********************************************************************
 FG0704  DESIGNATION -  R 125
 FG0704  PID         -  FG0704
 FG0704  STATE/COUNTY-  AR/VAN BUREN
 FG0704  USGS QUAD   -  ALREAD (1965)
 FG0704
 FG0704                         *CURRENT SURVEY CONTROL
 FG0704  ___________________________________________________________________
 FG0704* NAD 83(1986)-  35 41 21.     (N)    092 43 22.     (W)     SCALED    
 FG0704* NAVD 88     -       537.115  (meters)    1762.18   (feet)  ADJUSTED  
 FG0704  ___________________________________________________________________
 FG0704  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0704  DYNAMIC HT  -         536.593 (meters)    1760.47  (feet)  COMP
 FG0704  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 FG0704
 FG0704  VERT ORDER  -  SECOND    CLASS 0
 FG0704
 FG0704.The horizontal coordinates were scaled from a topographic map and have
 FG0704.an estimated accuracy of +/- 6 seconds.
 FG0704
 FG0704.The orthometric height was determined by differential leveling
 FG0704.and adjusted by the National Geodetic Survey in June 1991..
 FG0704
 FG0704.The geoid height was determined by GEOID03.
 FG0704
 FG0704.The dynamic height is computed by dividing the NAVD 88
 FG0704.geopotential number by the normal gravity value computed on the
 FG0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0704.degrees latitude (g = 980.6199 gals.).
 FG0704
 FG0704.The modeled gravity was interpolated from observed gravity values.
 FG0704
 FG0704;                    North         East    Units  Estimated Accuracy
 FG0704;SPC AR N     -   150,660.      334,580.      MT  (+/- 180 meters Scaled)
 FG0704
 FG0704                          SUPERSEDED SURVEY CONTROL
 FG0704
 FG0704  NGVD 29 (??/??/92)  537.022  (m)         1761.88   (f) ADJ UNCH    2 0
 FG0704
 FG0704.Superseded values are not recommended for survey control.
 FG0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0704.See file dsdata.txt to determine how the superseded data were derived.
 FG0704
 FG0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV250495(NAD 83)
 FG0704_MARKER: DB = BENCH MARK DISK
 FG0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0704_STAMPING: R 125 1935
 FG0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0704+STABILITY: SURFACE MOTION
 FG0704
 FG0704  HISTORY     - Date     Condition        Report By
 FG0704  HISTORY     - 1935     MONUMENTED       CGS
 FG0704  HISTORY     - 1939     GOOD             NGS
 FG0704
 FG0704                          STATION DESCRIPTION
 FG0704
 FG0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0704'0.9 MI E FROM CHIMES.
 FG0704'0.9 MILE EAST ALONG THE UNA-COPELAND ROAD FROM THE POST OFFICE AT
 FG0704'CHIMES, VAN BUREN COUNTY, 0.6 MILE SOUTH ALONG THE ARCHEY-CHIMES ROAD,
 FG0704'40 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE M. C. PACK FARMHOUSE
 FG0704'ON THE M. A. WEST PROPERTY, 39 FEET NORTH OF THE NORTHWEST CORNER OF
 FG0704'THE EAST ENTRANCE GATE, 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 12
 FG0704'FEET NORTH OF A 5-FOOT WHITE OAK TREE, AND 2 FEET EAST OF A FENCE. A
 FG0704'STANDARD DISK, STAMPED R 125 1935 AND SET IN THE TOP OF A CONCRETE
 FG0704'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0944 ***********************************************************************
 FG0944  DESIGNATION -  R 126
 FG0944  PID         -  FG0944
 FG0944  STATE/COUNTY-  AR/POPE
 FG0944  USGS QUAD   -  TREAT (1980)
 FG0944
 FG0944                         *CURRENT SURVEY CONTROL
 FG0944  ___________________________________________________________________
 FG0944* NAD 83(1986)-  35 35 06.     (N)    093 08 11.     (W)     SCALED    
 FG0944* NAVD 88     -       409.042  (meters)    1342.00   (feet)  ADJUSTED  
 FG0944  ___________________________________________________________________
 FG0944  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FG0944  DYNAMIC HT  -         408.653 (meters)    1340.72  (feet)  COMP
 FG0944  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 FG0944
 FG0944  VERT ORDER  -  SECOND    CLASS 0
 FG0944
 FG0944.The horizontal coordinates were scaled from a topographic map and have
 FG0944.an estimated accuracy of +/- 6 seconds.
 FG0944
 FG0944.The orthometric height was determined by differential leveling
 FG0944.and adjusted by the National Geodetic Survey in June 1991..
 FG0944
 FG0944.The geoid height was determined by GEOID03.
 FG0944
 FG0944.The dynamic height is computed by dividing the NAVD 88
 FG0944.geopotential number by the normal gravity value computed on the
 FG0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0944.degrees latitude (g = 980.6199 gals.).
 FG0944
 FG0944.The modeled gravity was interpolated from observed gravity values.
 FG0944
 FG0944;                    North         East    Units  Estimated Accuracy
 FG0944;SPC AR N     -   139,460.      297,010.      MT  (+/- 180 meters Scaled)
 FG0944
 FG0944                          SUPERSEDED SURVEY CONTROL
 FG0944
 FG0944  NGVD 29 (??/??/92)  408.993  (m)         1341.84   (f) ADJ UNCH    2 0
 FG0944
 FG0944.Superseded values are not recommended for survey control.
 FG0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0944.See file dsdata.txt to determine how the superseded data were derived.
 FG0944
 FG0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV876379(NAD 83)
 FG0944_MARKER: DB = BENCH MARK DISK
 FG0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0944_STAMPING: R-126 1935
 FG0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0944+STABILITY: SURFACE MOTION
 FG0944
 FG0944  HISTORY     - Date     Condition        Report By
 FG0944  HISTORY     - 1935     MONUMENTED       CGS
 FG0944
 FG0944                          STATION DESCRIPTION
 FG0944
 FG0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0944'3.3 MI S FROM TREAT.
 FG0944'3.3 MILES SOUTH OF, ALONG TREAT ROAD, FROM POST OFFICE.  AT POINT
 FG0944'WHERE ROAD LEVELS OFF AT SMALL OPEN FLAT ON STEEP WINDING GRADE. 40
 FG0944'FEET EAST OF CENTERLINE OF TREAT ROAD.  16.6 FEET WEST OF OAK STUMP 4
 FG0944'FT. HIGH, 2.8 FT. IN DIAMETER AT BASE.  TABLET SET IN PRECAST CONCRETE
 FG0944'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0919 ***********************************************************************
 FG0919  DESIGNATION -  R 127
 FG0919  PID         -  FG0919
 FG0919  STATE/COUNTY-  AR/JOHNSON
 FG0919  USGS QUAD   -  HAGARVILLE (1980)
 FG0919
 FG0919                         *CURRENT SURVEY CONTROL
 FG0919  ___________________________________________________________________
 FG0919* NAD 83(1986)-  35 33 31.     (N)    093 18 47.     (W)     SCALED    
 FG0919* NAVD 88     -       292.382  (meters)     959.26   (feet)  ADJUSTED  
 FG0919  ___________________________________________________________________
 FG0919  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FG0919  DYNAMIC HT  -         292.107 (meters)     958.35  (feet)  COMP
 FG0919  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FG0919
 FG0919  VERT ORDER  -  SECOND    CLASS 0
 FG0919
 FG0919.The horizontal coordinates were scaled from a topographic map and have
 FG0919.an estimated accuracy of +/- 6 seconds.
 FG0919
 FG0919.The orthometric height was determined by differential leveling
 FG0919.and adjusted by the National Geodetic Survey in June 1991..
 FG0919
 FG0919.The geoid height was determined by GEOID03.
 FG0919
 FG0919.The dynamic height is computed by dividing the NAVD 88
 FG0919.geopotential number by the normal gravity value computed on the
 FG0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0919.degrees latitude (g = 980.6199 gals.).
 FG0919
 FG0919.The modeled gravity was interpolated from observed gravity values.
 FG0919
 FG0919;                    North         East    Units  Estimated Accuracy
 FG0919;SPC AR N     -   136,730.      280,970.      MT  (+/- 180 meters Scaled)
 FG0919
 FG0919                          SUPERSEDED SURVEY CONTROL
 FG0919
 FG0919  NGVD 29 (??/??/92)  292.343  (m)          959.13   (f) ADJ UNCH    2 0
 FG0919
 FG0919.Superseded values are not recommended for survey control.
 FG0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0919.See file dsdata.txt to determine how the superseded data were derived.
 FG0919
 FG0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV716350(NAD 83)
 FG0919_MARKER: DB = BENCH MARK DISK
 FG0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0919_STAMPING: R 127 1935
 FG0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0919+STABILITY: SURFACE MOTION
 FG0919
 FG0919  HISTORY     - Date     Condition        Report By
 FG0919  HISTORY     - 1935     MONUMENTED       CGS
 FG0919  HISTORY     - 1965     GOOD             NGS
 FG0919  HISTORY     - 1975     MARK NOT FOUND   NGS
 FG0919
 FG0919                          STATION DESCRIPTION
 FG0919
 FG0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FG0919'3.7 MI N FROM HAGARVILLE.
 FG0919'LOCATED 3.7 MILES NORTH ALONG STATE HIGHWAY 123 FROM HAGARVILLE ABOUT
 FG0919'0.3 MILE NORTHEAST OF THE SUMMIT OF A STEEP HILL, ABOUT 350 FEET SOUTH
 FG0919'OF A HOUSE ON TOP OF A SMALL HILL, ABOUT 100 FEET SOUTHWEST OF THE
 FG0919'JUNCTION OF A SIDE ROAD LEADING EAST, 60 FEET SOUTH OF THE SOUTHEAST
 FG0919'END OF A CULVERT UNDER THE HIGHWAY, 38 FEET SOUTHEAST OF THE
 FG0919'CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A 2-FOOT PINE TREE AND 1
 FG0919'FOOT SOUTH OF THE METAL WITNESS POST.  IT IS A STANDARD DISK SET IN
 FG0919'THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 FG0919
 FG0919                          STATION RECOVERY (1975)
 FG0919
 FG0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FG0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0914 ***********************************************************************
 FG0914  DESIGNATION -  R 128
 FG0914  PID         -  FG0914
 FG0914  STATE/COUNTY-  AR/NEWTON
 FG0914  USGS QUAD   -  SWAIN (1978)
 FG0914
 FG0914                         *CURRENT SURVEY CONTROL
 FG0914  ___________________________________________________________________
 FG0914* NAD 83(1986)-  35 45 33.     (N)    093 18 15.     (W)     SCALED    
 FG0914* NAVD 88     -       558.432  (meters)    1832.12   (feet)  ADJUSTED  
 FG0914  ___________________________________________________________________
 FG0914  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG0914  DYNAMIC HT  -         557.905 (meters)    1830.39  (feet)  COMP
 FG0914  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FG0914
 FG0914  VERT ORDER  -  SECOND    CLASS 0
 FG0914
 FG0914.The horizontal coordinates were scaled from a topographic map and have
 FG0914.an estimated accuracy of +/- 6 seconds.
 FG0914
 FG0914.The orthometric height was determined by differential leveling
 FG0914.and adjusted by the National Geodetic Survey in June 1991..
 FG0914
 FG0914.The geoid height was determined by GEOID03.
 FG0914
 FG0914.The dynamic height is computed by dividing the NAVD 88
 FG0914.geopotential number by the normal gravity value computed on the
 FG0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0914.degrees latitude (g = 980.6199 gals.).
 FG0914
 FG0914.The modeled gravity was interpolated from observed gravity values.
 FG0914
 FG0914;                    North         East    Units  Estimated Accuracy
 FG0914;SPC AR N     -   158,970.      282,070.      MT  (+/- 180 meters Scaled)
 FG0914
 FG0914                          SUPERSEDED SURVEY CONTROL
 FG0914
 FG0914  NGVD 29 (??/??/92)  558.370  (m)         1831.92   (f) ADJ UNCH    2 0
 FG0914
 FG0914.Superseded values are not recommended for survey control.
 FG0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0914.See file dsdata.txt to determine how the superseded data were derived.
 FG0914
 FG0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV725572(NAD 83)
 FG0914_MARKER: DB = BENCH MARK DISK
 FG0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0914_STAMPING: R-128 1935
 FG0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0914+STABILITY: SURFACE MOTION
 FG0914
 FG0914  HISTORY     - Date     Condition        Report By
 FG0914  HISTORY     - 1935     MONUMENTED       CGS
 FG0914
 FG0914                          STATION DESCRIPTION
 FG0914
 FG0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0914'3.2 MI S FROM LIMESTONE.
 FG0914'3.2 MILES SOUTH OF, ALONG LIMESTONE VALLEY ROAD, FROM THE V. G. HAM
 FG0914'RESIDENCE.  AT OZARK NATIONAL FOREST BOUNDARY. 70.5 FEET SOUTH OF POLE
 FG0914'BRACED TELEPHONE POLE. 18 FEET EAST OF CENTERLINE OF LIMESTONE VALLEY
 FG0914'ROAD. 9.6 FEET SOUTHEAST OF M.P.13.8. 7.1 FT. EAST OF FOREST BOUNDARY
 FG0914'SIGN BOARD. TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0916 ***********************************************************************
 DK0916  DESIGNATION -  R 13
 DK0916  PID         -  DK0916
 DK0916  STATE/COUNTY-  AR/DESHA
 DK0916  USGS QUAD   -  MC GEHEE SOUTH (1981)
 DK0916
 DK0916                         *CURRENT SURVEY CONTROL
 DK0916  ___________________________________________________________________
 DK0916* NAD 83(1986)-  33 37 00.     (N)    091 23 22.     (W)     SCALED    
 DK0916* NAVD 88     -        44.574  (meters)     146.24   (feet)  ADJUSTED  
 DK0916  ___________________________________________________________________
 DK0916  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK0916  DYNAMIC HT  -          44.528 (meters)     146.09  (feet)  COMP
 DK0916  MODELED GRAV-     979,604.8   (mgal)                       NAVD 88
 DK0916
 DK0916  VERT ORDER  -  FIRST     CLASS II
 DK0916
 DK0916.The horizontal coordinates were scaled from a topographic map and have
 DK0916.an estimated accuracy of +/- 6 seconds.
 DK0916
 DK0916.The orthometric height was determined by differential leveling
 DK0916.and adjusted by the National Geodetic Survey in June 1991..
 DK0916
 DK0916.The geoid height was determined by GEOID03.
 DK0916
 DK0916.The dynamic height is computed by dividing the NAVD 88
 DK0916.geopotential number by the normal gravity value computed on the
 DK0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0916.degrees latitude (g = 980.6199 gals.).
 DK0916
 DK0916.The modeled gravity was interpolated from observed gravity values.
 DK0916
 DK0916;                    North         East    Units  Estimated Accuracy
 DK0916;SPC AR S     -   505,540.      456,660.      MT  (+/- 180 meters Scaled)
 DK0916
 DK0916                          SUPERSEDED SURVEY CONTROL
 DK0916
 DK0916  NGVD 29 (??/??/??)   44.693  (m)          146.63   (f) ADJUSTED    1 2
 DK0916
 DK0916.Superseded values are not recommended for survey control.
 DK0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0916.See file dsdata.txt to determine how the superseded data were derived.
 DK0916
 DK0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT494208(NAD 83)
 DK0916_MARKER: DB = BENCH MARK DISK
 DK0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0916_STAMPING: R 13 1932
 DK0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0916+STABILITY: SURFACE MOTION
 DK0916
 DK0916  HISTORY     - Date     Condition        Report By
 DK0916  HISTORY     - 1932     MONUMENTED       CGS
 DK0916  HISTORY     - 1939     GOOD             CGS
 DK0916  HISTORY     - 20020607 MARK NOT FOUND   USACE
 DK0916  HISTORY     - 20031022 MARK NOT FOUND   ARHD
 DK0916
 DK0916                          STATION DESCRIPTION
 DK0916
 DK0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0916'IN MCGEHEE.
 DK0916'1 BLOCK NORTH OF THE GRADE CROSSING OF U.S. HWY NO. 65.  75 FEET NORTH
 DK0916'OF THE CENTER LINE OF ONE STREET AND 42 FEET EAST OF THE CENTER LINE
 DK0916'OF ANOTHER.  42 FEET NW OF THE CENTER LINE OF THE NW OR MAIN LINE
 DK0916'TRACK OF WYE.  6 FEET SOUTH OF POLE 409-1.  A STANDARD DISC SET IN TOP
 DK0916'OF A CONCRETE POST, STAMPED R 13 1932.
 DK0916
 DK0916                          STATION RECOVERY (2002)
 DK0916
 DK0916'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0916'MARK NOT FOUND.
 DK0916
 DK0916                          STATION RECOVERY (2003)
 DK0916
 DK0916'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DK0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0381 ***********************************************************************
 GF0381  DESIGNATION -  R 130
 GF0381  PID         -  GF0381
 GF0381  STATE/COUNTY-  AR/NEWTON
 GF0381  USGS QUAD   -  HASTY (1967)
 GF0381
 GF0381                         *CURRENT SURVEY CONTROL
 GF0381  ___________________________________________________________________
 GF0381* NAD 83(1986)-  36 03 26.     (N)    093 04 42.     (W)     SCALED    
 GF0381* NAVD 88     -       393.453  (meters)    1290.85   (feet)  ADJUSTED  
 GF0381  ___________________________________________________________________
 GF0381  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GF0381  DYNAMIC HT  -         393.090 (meters)    1289.66  (feet)  COMP
 GF0381  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 GF0381
 GF0381  VERT ORDER  -  SECOND    CLASS 0
 GF0381
 GF0381.The horizontal coordinates were scaled from a topographic map and have
 GF0381.an estimated accuracy of +/- 6 seconds.
 GF0381
 GF0381.The orthometric height was determined by differential leveling
 GF0381.and adjusted by the National Geodetic Survey in June 1991..
 GF0381
 GF0381.The geoid height was determined by GEOID03.
 GF0381
 GF0381.The dynamic height is computed by dividing the NAVD 88
 GF0381.geopotential number by the normal gravity value computed on the
 GF0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0381.degrees latitude (g = 980.6199 gals.).
 GF0381
 GF0381.The modeled gravity was interpolated from observed gravity values.
 GF0381
 GF0381;                    North         East    Units  Estimated Accuracy
 GF0381;SPC AR N     -   191,790.      302,850.      MT  (+/- 180 meters Scaled)
 GF0381
 GF0381                          SUPERSEDED SURVEY CONTROL
 GF0381
 GF0381  NGVD 29 (??/??/92)  393.332  (m)         1290.46   (f) ADJ UNCH    2 0
 GF0381
 GF0381.Superseded values are not recommended for survey control.
 GF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0381.See file dsdata.txt to determine how the superseded data were derived.
 GF0381
 GF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV929902(NAD 83)
 GF0381_MARKER: DB = BENCH MARK DISK
 GF0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0381_STAMPING: R 130 1935
 GF0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0381+STABILITY: SURFACE MOTION
 GF0381
 GF0381  HISTORY     - Date     Condition        Report By
 GF0381  HISTORY     - 1935     MONUMENTED       CGS
 GF0381
 GF0381                          STATION DESCRIPTION
 GF0381
 GF0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0381'5.6 MI W FROM YARDELLE.
 GF0381'5.6 MILES WEST ALONG THE JASPER ROAD FROM THE JUNCTION OF STATE
 GF0381'HIGHWAY 103 AT YARDELLE, NEWTON COUNTY, AT THE JUNCTION OF A
 GF0381'ROAD LEADING SOUTHEAST, 42 FEET NORTH OF THE CENTERLINE OF THE
 GF0381'JASPER ROAD, 16 FEET NORTHEAST OF A 20-INCH POST OAK STUMP, AND
 GF0381'15 FEET NORTHWEST OF A BLAZED 27-INCH RED OAK TREE.  A STANDARD
 GF0381'DISK, STAMPED R 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0200 ***********************************************************************
 EK0200  DESIGNATION -  R 131 RESET
 EK0200  PID         -  EK0200
 EK0200  STATE/COUNTY-  AR/POLK
 EK0200  USGS QUAD   -  VANDERVOORT (1984)
 EK0200
 EK0200                         *CURRENT SURVEY CONTROL
 EK0200  ___________________________________________________________________
 EK0200* NAD 83(1986)-  34 23 32.     (N)    094 20 39.     (W)     SCALED    
 EK0200* NAVD 88     -       344.79   (meters)    1131.2    (feet)  RESET     
 EK0200  ___________________________________________________________________
 EK0200  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EK0200
 EK0200  VERT ORDER  -  THIRD
 EK0200
 EK0200.The horizontal coordinates were scaled from a topographic map and have
 EK0200.an estimated accuracy of +/- 6 seconds.
 EK0200
 EK0200.The orthometric height was computed from unverified reset data.
 EK0200
 EK0200.The geoid height was determined by GEOID03.
 EK0200
 EK0200;                    North         East    Units  Estimated Accuracy
 EK0200;SPC AR S     -   593,860.      184,470.      MT  (+/- 180 meters Scaled)
 EK0200
 EK0200                          SUPERSEDED SURVEY CONTROL
 EK0200
 EK0200.No superseded survey control is available for this station.
 EK0200
 EK0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU764064(NAD 83)
 EK0200_MARKER: DB = BENCH MARK DISK
 EK0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0200_STAMPING: R 131 RESET 1964
 EK0200_MARK LOGO: CGS   
 EK0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0200+STABILITY: SURFACE MOTION
 EK0200
 EK0200  HISTORY     - Date     Condition        Report By
 EK0200  HISTORY     - 1964     MONUMENTED       CGS
 EK0200  HISTORY     - 1985     GOOD             NGS
 EK0200
 EK0200                          STATION DESCRIPTION
 EK0200
 EK0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EK0200'1.9 MI N FROM VANDERVOORT.
 EK0200'LOCATED 1.9 MILES NORTHEAST ALONG STATE HIGHWAY 246 FROM THE
 EK0200'RAILROAD CROSSING AT VANDERVOORT, ON PROPERTY OWNED BY JOHN
 EK0200'HOLDEN, 53 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 EK0200'116 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HOLDEN HOUSE,
 EK0200'36.5 FEET EAST OF A 3-FOOT OAK TREE, 22 FEET SOUTHEAST OF A
 EK0200'FENCE, AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST.  IT
 EK0200'IS A STANDARD DISK, STAMPED R 131 RESET 1964, SET IN THE TOP
 EK0200'OF A 12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES.
 EK0200
 EK0200                          STATION RECOVERY (1985)
 EK0200
 EK0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0200'RECOVERED IN GOOD CONDITION, NOT LEVELED TO THIS SURVEY, OFF MAIN
 EK0200'LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0168 ***********************************************************************
 EK0168  DESIGNATION -  R 132
 EK0168  PID         -  EK0168
 EK0168  STATE/COUNTY-  AR/POLK
 EK0168  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0168
 EK0168                         *CURRENT SURVEY CONTROL
 EK0168  ___________________________________________________________________
 EK0168* NAD 83(1986)-  34 27 30.     (N)    094 13 14.     (W)     SCALED    
 EK0168* NAVD 88     -       305.999  (meters)    1003.93   (feet)  ADJUSTED  
 EK0168  ___________________________________________________________________
 EK0168  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EK0168  DYNAMIC HT  -         305.671 (meters)    1002.86  (feet)  COMP
 EK0168  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 EK0168
 EK0168  VERT ORDER  -  SECOND    CLASS 0
 EK0168
 EK0168.The horizontal coordinates were scaled from a topographic map and have
 EK0168.an estimated accuracy of +/- 6 seconds.
 EK0168
 EK0168.The orthometric height was determined by differential leveling
 EK0168.and adjusted by the National Geodetic Survey in June 1991..
 EK0168
 EK0168.The geoid height was determined by GEOID03.
 EK0168
 EK0168.The dynamic height is computed by dividing the NAVD 88
 EK0168.geopotential number by the normal gravity value computed on the
 EK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0168.degrees latitude (g = 980.6199 gals.).
 EK0168
 EK0168.The modeled gravity was interpolated from observed gravity values.
 EK0168
 EK0168;                    North         East    Units  Estimated Accuracy
 EK0168;SPC AR S     -   600,930.      195,990.      MT  (+/- 180 meters Scaled)
 EK0168
 EK0168                          SUPERSEDED SURVEY CONTROL
 EK0168
 EK0168  NGVD 29 (??/??/92)  305.920  (m)         1003.67   (f) ADJ UNCH    2 0
 EK0168
 EK0168.Superseded values are not recommended for survey control.
 EK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0168.See file dsdata.txt to determine how the superseded data were derived.
 EK0168
 EK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU878136(NAD 83)
 EK0168_MARKER: DB = BENCH MARK DISK
 EK0168_SETTING: 66 = SET IN ROCK OUTCROP
 EK0168_SP_SET: ROCK OUTCROP
 EK0168_STAMPING: R-132 1935
 EK0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0168+STABILITY: POSITION/ELEVATION WELL
 EK0168
 EK0168  HISTORY     - Date     Condition        Report By
 EK0168  HISTORY     - 1935     MONUMENTED       CGS
 EK0168  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0168  HISTORY     - 1984     MARK NOT FOUND   USGS
 EK0168
 EK0168                          STATION DESCRIPTION
 EK0168
 EK0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0168'12.2 MI SE FROM MENA.
 EK0168'12.2 MILES SOUTHEAST OF, ALONG OLD LITTLE BRUSHY CREEK ROAD
 EK0168'FROM THE K. C. S. RY STATION.  ABOUT 1 MILE NORTH OF THE JUNCTION
 EK0168'OF THE LITTLE AND BIG BRUSHY CREEKS, 62.5 FEET SOUTHEAST OF SMALL
 EK0168'STREAM FLOWING SOUTHWEST TO CREEK, 25.3 FEET SOUTHWEST OF A
 EK0168'BLAZED PINE TREE 1.2 FT. IN DIAMETER, 11 FEET SOUTHWEST OF
 EK0168'ROAD CENTERLINE, TABLET SET IN TOP OF 3 FT. DIAMETER ROCK IN
 EK0168'AN OUTCROP.
 EK0168
 EK0168                          STATION RECOVERY (1961)
 EK0168
 EK0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0168'MARK NOT FOUND.
 EK0168
 EK0168                          STATION RECOVERY (1984)
 EK0168
 EK0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 EK0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0187 ***********************************************************************
 EK0187  DESIGNATION -  R 133
 EK0187  PID         -  EK0187
 EK0187  STATE/COUNTY-  AR/POLK
 EK0187  USGS QUAD   -  VANDERVOORT (1984)
 EK0187
 EK0187                         *CURRENT SURVEY CONTROL
 EK0187  ___________________________________________________________________
 EK0187* NAD 83(1986)-  34 29 04.     (N)    094 22 28.     (W)     SCALED    
 EK0187* NAVD 88     -       303.608  (meters)     996.09   (feet)  ADJUSTED  
 EK0187  ___________________________________________________________________
 EK0187  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 EK0187  DYNAMIC HT  -         303.279 (meters)     995.01  (feet)  COMP
 EK0187  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 EK0187
 EK0187  VERT ORDER  -  SECOND    CLASS 0
 EK0187
 EK0187.The horizontal coordinates were scaled from a topographic map and have
 EK0187.an estimated accuracy of +/- 6 seconds.
 EK0187
 EK0187.The orthometric height was determined by differential leveling
 EK0187.and adjusted by the National Geodetic Survey in June 1991..
 EK0187
 EK0187.The geoid height was determined by GEOID03.
 EK0187
 EK0187.The dynamic height is computed by dividing the NAVD 88
 EK0187.geopotential number by the normal gravity value computed on the
 EK0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0187.degrees latitude (g = 980.6199 gals.).
 EK0187
 EK0187.The modeled gravity was interpolated from observed gravity values.
 EK0187
 EK0187;                    North         East    Units  Estimated Accuracy
 EK0187;SPC AR S     -   604,150.      181,920.      MT  (+/- 180 meters Scaled)
 EK0187
 EK0187                          SUPERSEDED SURVEY CONTROL
 EK0187
 EK0187  NGVD 29 (??/??/92)  303.524  (m)          995.81   (f) ADJ UNCH    2 0
 EK0187
 EK0187.Superseded values are not recommended for survey control.
 EK0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0187.See file dsdata.txt to determine how the superseded data were derived.
 EK0187
 EK0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU737167(NAD 83)
 EK0187_MARKER: DB = BENCH MARK DISK
 EK0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0187_SP_SET: BUILDING
 EK0187_STAMPING: R-133 1935
 EK0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0187
 EK0187  HISTORY     - Date     Condition        Report By
 EK0187  HISTORY     - 1935     MONUMENTED       CGS
 EK0187  HISTORY     - 1961     GOOD             NGS
 EK0187  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0187
 EK0187                          STATION DESCRIPTION
 EK0187
 EK0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0187'0.2 MI SE FROM HATFIELD.
 EK0187'0.2 MILE SOUTHEAST OF, K.C. SOUTHERN RAILROAD STATION, AT THE
 EK0187'HATFIELD SCHOOL, 7 FT. SOUTH OF THE CENTER OF THE MAIN ENTRANCE
 EK0187'OF BUILDING, 4 FT. ABOVE THE GROUND.  TABLET SET VERTICALLY
 EK0187'IN BRICK SCHOOL BUILDING.
 EK0187
 EK0187                          STATION RECOVERY (1961)
 EK0187
 EK0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0187'RECOVERED IN GOOD CONDITION.
 EK0187
 EK0187                          STATION RECOVERY (1985)
 EK0187
 EK0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0187'NOT RECOVERED, PROBABLY DESTROYED WHEN THE OLD PUBLIC SCHOOL WAS TORN
 EK0187'DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1509 ***********************************************************************
 EJ1509  DESIGNATION -  R 134
 EJ1509  PID         -  EJ1509
 EJ1509  STATE/COUNTY-  AR/MONTGOMERY
 EJ1509  USGS QUAD   -  PINE RIDGE (1985)
 EJ1509
 EJ1509                         *CURRENT SURVEY CONTROL
 EJ1509  ___________________________________________________________________
 EJ1509* NAD 83(1986)-  34 35 10.     (N)    093 54 34.     (W)     SCALED    
 EJ1509* NAVD 88     -       255.434  (meters)     838.04   (feet)  ADJUSTED  
 EJ1509  ___________________________________________________________________
 EJ1509  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 EJ1509  DYNAMIC HT  -         255.166 (meters)     837.16  (feet)  COMP
 EJ1509  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 EJ1509
 EJ1509  VERT ORDER  -  SECOND    CLASS 0
 EJ1509
 EJ1509.The horizontal coordinates were scaled from a topographic map and have
 EJ1509.an estimated accuracy of +/- 6 seconds.
 EJ1509
 EJ1509.The orthometric height was determined by differential leveling
 EJ1509.and adjusted by the National Geodetic Survey in June 1991..
 EJ1509
 EJ1509.The geoid height was determined by GEOID03.
 EJ1509
 EJ1509.The dynamic height is computed by dividing the NAVD 88
 EJ1509.geopotential number by the normal gravity value computed on the
 EJ1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1509.degrees latitude (g = 980.6199 gals.).
 EJ1509
 EJ1509.The modeled gravity was interpolated from observed gravity values.
 EJ1509
 EJ1509;                    North         East    Units  Estimated Accuracy
 EJ1509;SPC AR S     -   614,530.      224,830.      MT  (+/- 180 meters Scaled)
 EJ1509
 EJ1509                          SUPERSEDED SURVEY CONTROL
 EJ1509
 EJ1509  NGVD 29 (??/??/92)  255.361  (m)          837.80   (f) ADJ UNCH    2 0
 EJ1509
 EJ1509.Superseded values are not recommended for survey control.
 EJ1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1509.See file dsdata.txt to determine how the superseded data were derived.
 EJ1509
 EJ1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU165275(NAD 83)
 EJ1509_MARKER: DB = BENCH MARK DISK
 EJ1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1509_STAMPING: R 134 1935
 EJ1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1509+STABILITY: SURFACE MOTION
 EJ1509
 EJ1509  HISTORY     - Date     Condition        Report By
 EJ1509  HISTORY     - 1935     MONUMENTED       CGS
 EJ1509  HISTORY     - 1961     GOOD             NGS
 EJ1509
 EJ1509                          STATION DESCRIPTION
 EJ1509
 EJ1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1509'IN PINE RIDGE.
 EJ1509'THIS MARK RECOVERED AT PINE RIDGE (FORMERLY KNOWN AS WATERS), ABOUT
 EJ1509'DUE EAST OF DICK HUDDLESTONS STORE, ABOUT 85 FEET SOUTHEAST OF THE
 EJ1509'SOUTH EAST CORNER OF THE PINE RIDGE POST OFFICE, ABOUT 70 FEET NORTH
 EJ1509'OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 45 FEET SOUTH-SOUTHWEST OF
 EJ1509'THE SOUTHWEST CORNER OF A WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1543 ***********************************************************************
 EJ1543  DESIGNATION -  R 135
 EJ1543  PID         -  EJ1543
 EJ1543  STATE/COUNTY-  AR/POLK
 EJ1543  USGS QUAD   -  BUCK KNOB (1985)
 EJ1543
 EJ1543                         *CURRENT SURVEY CONTROL
 EJ1543  ___________________________________________________________________
 EJ1543* NAD 83(1986)-  34 39 11.     (N)    093 56 47.     (W)     SCALED    
 EJ1543* NAVD 88     -       659.325  (meters)    2163.14   (feet)  ADJUSTED  
 EJ1543  ___________________________________________________________________
 EJ1543  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 EJ1543  DYNAMIC HT  -         658.614 (meters)    2160.80  (feet)  COMP
 EJ1543  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 EJ1543
 EJ1543  VERT ORDER  -  SECOND    CLASS 0
 EJ1543
 EJ1543.The horizontal coordinates were scaled from a topographic map and have
 EJ1543.an estimated accuracy of +/- 6 seconds.
 EJ1543
 EJ1543.The orthometric height was determined by differential leveling
 EJ1543.and adjusted by the National Geodetic Survey in June 1991..
 EJ1543
 EJ1543.The geoid height was determined by GEOID03.
 EJ1543
 EJ1543.The dynamic height is computed by dividing the NAVD 88
 EJ1543.geopotential number by the normal gravity value computed on the
 EJ1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1543.degrees latitude (g = 980.6199 gals.).
 EJ1543
 EJ1543.The modeled gravity was interpolated from observed gravity values.
 EJ1543
 EJ1543;                    North         East    Units  Estimated Accuracy
 EJ1543;SPC AR S     -   622,020.      221,590.      MT  (+/- 180 meters Scaled)
 EJ1543
 EJ1543                          SUPERSEDED SURVEY CONTROL
 EJ1543
 EJ1543  NGVD 29 (??/??/92)  659.240  (m)         2162.86   (f) ADJ UNCH    2 0
 EJ1543
 EJ1543.Superseded values are not recommended for survey control.
 EJ1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1543.See file dsdata.txt to determine how the superseded data were derived.
 EJ1543
 EJ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU132349(NAD 83)
 EJ1543_MARKER: DB = BENCH MARK DISK
 EJ1543_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1543_SP_SET: SET IN ROCK OUTCROP
 EJ1543_STAMPING: R 135 1935
 EJ1543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1543+STABILITY: POSITION/ELEVATION WELL
 EJ1543
 EJ1543  HISTORY     - Date     Condition        Report By
 EJ1543  HISTORY     - 1935     MONUMENTED       CGS
 EJ1543  HISTORY     - 1961     GOOD             NGS
 EJ1543
 EJ1543                          STATION DESCRIPTION
 EJ1543
 EJ1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1543'6.1 MI NE FROM CHERRY HILL.
 EJ1543'ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF FOREST SERVICE ROADS 76 AND
 EJ1543'216, ABOUT 0.25 MILE SOUTH-SOUTHWEST OF POINT WHERE ROAD REACHES
 EJ1543'HIGHEST ELEVATION, ON THE NORTHEAST EDGE OF THE SUMMIT OF FOURCHE
 EJ1543'MOUNTAIN AND NEAR THE WEST EDGE OF THE LARGEST ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1172 ***********************************************************************
 EJ1172  DESIGNATION -  R 136
 EJ1172  PID         -  EJ1172
 EJ1172  STATE/COUNTY-  AR/CLARK
 EJ1172  USGS QUAD   -  DE GRAY (1976)
 EJ1172
 EJ1172                         *CURRENT SURVEY CONTROL
 EJ1172  ___________________________________________________________________
 EJ1172* NAD 83(1986)-  34 11 11.     (N)    093 14 34.     (W)     SCALED    
 EJ1172* NAVD 88     -       143.990  (meters)     472.41   (feet)  ADJUSTED  
 EJ1172  ___________________________________________________________________
 EJ1172  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EJ1172  DYNAMIC HT  -         143.845 (meters)     471.93  (feet)  COMP
 EJ1172  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 EJ1172
 EJ1172  VERT ORDER  -  SECOND    CLASS 0
 EJ1172
 EJ1172.The horizontal coordinates were scaled from a topographic map and have
 EJ1172.an estimated accuracy of +/- 6 seconds.
 EJ1172
 EJ1172.The orthometric height was determined by differential leveling
 EJ1172.and adjusted by the National Geodetic Survey in June 1991..
 EJ1172
 EJ1172.The geoid height was determined by GEOID03.
 EJ1172
 EJ1172.The dynamic height is computed by dividing the NAVD 88
 EJ1172.geopotential number by the normal gravity value computed on the
 EJ1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1172.degrees latitude (g = 980.6199 gals.).
 EJ1172
 EJ1172.The modeled gravity was interpolated from observed gravity values.
 EJ1172
 EJ1172;                    North         East    Units  Estimated Accuracy
 EJ1172;SPC AR S     -   569,250.      285,450.      MT  (+/- 180 meters Scaled)
 EJ1172
 EJ1172                          SUPERSEDED SURVEY CONTROL
 EJ1172
 EJ1172  NGVD 29 (??/??/92)  143.989  (m)          472.40   (f) ADJ UNCH    2 0
 EJ1172
 EJ1172.Superseded values are not recommended for survey control.
 EJ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1172.See file dsdata.txt to determine how the superseded data were derived.
 EJ1172
 EJ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT776828(NAD 83)
 EJ1172_MARKER: DB = BENCH MARK DISK
 EJ1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1172_STAMPING: R 136 1935
 EJ1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1172+STABILITY: SURFACE MOTION
 EJ1172
 EJ1172  HISTORY     - Date     Condition        Report By
 EJ1172  HISTORY     - 1935     MONUMENTED       CGS
 EJ1172  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1172
 EJ1172                          STATION DESCRIPTION
 EJ1172
 EJ1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1172'8.7 MI E FROM ALPINE.
 EJ1172'8.7 MILES EAST ALONG STATE HIGHWAY 8 FROM THE SCHOOL AT ALPINE, 2.0
 EJ1172'MILES EAST OF THE GOLDEN TRAIL, 40 FEET SOUTH OF THE CENTER OF THE
 EJ1172'INTERSECTION OF THE HIGHWAY AND GRAVEL PIT ROAD, AND 11 FEET NORTHWEST
 EJ1172'OF A 16-INCH BLAZED PINE TREE.  A STANDARD DISK, STAMPED R 136 1935
 EJ1172'AND SET IN THE TOP OF A PRECAST CONCRETE POST.
 EJ1172
 EJ1172                          STATION RECOVERY (1964)
 EJ1172
 EJ1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1189 ***********************************************************************
 EJ1189  DESIGNATION -  R 137
 EJ1189  PID         -  EJ1189
 EJ1189  STATE/COUNTY-  AR/HOT SPRING
 EJ1189  USGS QUAD   -  POINT CEDAR (1976)
 EJ1189
 EJ1189                         *CURRENT SURVEY CONTROL
 EJ1189  ___________________________________________________________________
 EJ1189* NAD 83(1986)-  34 22 13.     (N)    093 16 27.     (W)     SCALED    
 EJ1189* NAVD 88     -       202.178  (meters)     663.31   (feet)  ADJUSTED  
 EJ1189  ___________________________________________________________________
 EJ1189  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EJ1189  DYNAMIC HT  -         201.976 (meters)     662.65  (feet)  COMP
 EJ1189  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 EJ1189
 EJ1189  VERT ORDER  -  SECOND    CLASS 0
 EJ1189
 EJ1189.The horizontal coordinates were scaled from a topographic map and have
 EJ1189.an estimated accuracy of +/- 6 seconds.
 EJ1189
 EJ1189.The orthometric height was determined by differential leveling
 EJ1189.and adjusted by the National Geodetic Survey in June 1991..
 EJ1189
 EJ1189.The geoid height was determined by GEOID03.
 EJ1189
 EJ1189.The dynamic height is computed by dividing the NAVD 88
 EJ1189.geopotential number by the normal gravity value computed on the
 EJ1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1189.degrees latitude (g = 980.6199 gals.).
 EJ1189
 EJ1189.The modeled gravity was interpolated from observed gravity values.
 EJ1189
 EJ1189;                    North         East    Units  Estimated Accuracy
 EJ1189;SPC AR S     -   589,680.      282,810.      MT  (+/- 180 meters Scaled)
 EJ1189
 EJ1189                          SUPERSEDED SURVEY CONTROL
 EJ1189
 EJ1189  NGVD 29 (??/??/92)  202.165  (m)          663.27   (f) ADJ UNCH    2 0
 EJ1189
 EJ1189.Superseded values are not recommended for survey control.
 EJ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1189.See file dsdata.txt to determine how the superseded data were derived.
 EJ1189
 EJ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU747032(NAD 83)
 EJ1189_MARKER: DB = BENCH MARK DISK
 EJ1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1189_STAMPING: R 137 1935
 EJ1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1189+STABILITY: SURFACE MOTION
 EJ1189
 EJ1189  HISTORY     - Date     Condition        Report By
 EJ1189  HISTORY     - 1935     MONUMENTED       CGS
 EJ1189
 EJ1189                          STATION DESCRIPTION
 EJ1189
 EJ1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1189'4 MI NE FROM POINT CEDAR.
 EJ1189'ABOUT 4 MILES NORTHEAST ALONG THE ROAD LEADING TO OMA AND PEARCY FROM
 EJ1189'THE CHURCH AT POINT CEDAR, AT THE JUNCTION OF A ROAD LEADING TO HOT
 EJ1189'SPRINGS, 41 FEET EAST OF THE CENTER OF THE INTERSECTION OF THE ROADS,
 EJ1189'26 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 33.5 FEET NORTHEAST
 EJ1189'OF A GATE TO THE J.R. DEATON FARMHOUSE, AND 1 FOOT NORTHWEST OF THE
 EJ1189'FENCE.  A STANDARD DISK, STAMPED R 137 1935 AND SET IN THE TOP OF A
 EJ1189'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1197 ***********************************************************************
 EJ1197  DESIGNATION -  R 138
 EJ1197  PID         -  EJ1197
 EJ1197  STATE/COUNTY-  AR/HOT SPRING
 EJ1197  USGS QUAD   -  POINT CEDAR (1976)
 EJ1197
 EJ1197                         *CURRENT SURVEY CONTROL
 EJ1197  ___________________________________________________________________
 EJ1197* NAD 83(1986)-  34 18 25.     (N)    093 15 38.     (W)     SCALED    
 EJ1197* NAVD 88     -       125.734  (meters)     412.51   (feet)  ADJUSTED  
 EJ1197  ___________________________________________________________________
 EJ1197  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EJ1197  DYNAMIC HT  -         125.608 (meters)     412.10  (feet)  COMP
 EJ1197  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 EJ1197
 EJ1197  VERT ORDER  -  SECOND    CLASS 0
 EJ1197
 EJ1197.The horizontal coordinates were scaled from a topographic map and have
 EJ1197.an estimated accuracy of +/- 6 seconds.
 EJ1197
 EJ1197.The orthometric height was determined by differential leveling
 EJ1197.and adjusted by the National Geodetic Survey in June 1991..
 EJ1197
 EJ1197.The geoid height was determined by GEOID03.
 EJ1197
 EJ1197.The dynamic height is computed by dividing the NAVD 88
 EJ1197.geopotential number by the normal gravity value computed on the
 EJ1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1197.degrees latitude (g = 980.6199 gals.).
 EJ1197
 EJ1197.The modeled gravity was interpolated from observed gravity values.
 EJ1197
 EJ1197;                    North         East    Units  Estimated Accuracy
 EJ1197;SPC AR S     -   582,640.      283,980.      MT  (+/- 180 meters Scaled)
 EJ1197
 EJ1197                          SUPERSEDED SURVEY CONTROL
 EJ1197
 EJ1197  NGVD 29 (??/??/92)  125.733  (m)          412.51   (f) ADJ UNCH    2 0
 EJ1197
 EJ1197.Superseded values are not recommended for survey control.
 EJ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1197.See file dsdata.txt to determine how the superseded data were derived.
 EJ1197
 EJ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT760962(NAD 83)
 EJ1197_MARKER: DB = BENCH MARK DISK
 EJ1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1197_STAMPING: R 138 1935
 EJ1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1197+STABILITY: SURFACE MOTION
 EJ1197
 EJ1197  HISTORY     - Date     Condition        Report By
 EJ1197  HISTORY     - 1935     MONUMENTED       CGS
 EJ1197  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1197
 EJ1197                          STATION DESCRIPTION
 EJ1197
 EJ1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1197'IN BEATON.
 EJ1197'AT BEATON, HOT SPRINGS COUNTY, 155 FEET EAST ALONG THE BEATON-BISMARCK
 EJ1197'ROAD FROM THE POST OFFICE, 120 FEET WEST OF A BRIDGE OVER BEATON
 EJ1197'CREEK, 56 FEET NORTH OF THE CENTERLINE OF THE ROAD AT A CONCRETE
 EJ1197'CULVERT, AND 30 FEET SOUTHEAST OF AN 18-INCH BLAZED PINE TREE. A
 EJ1197'STANDARD DISK, STAMPED R 138 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1197'POST.
 EJ1197
 EJ1197                          STATION RECOVERY (1998)
 EJ1197
 EJ1197'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1141 ***********************************************************************
 EJ1141  DESIGNATION -  R 139
 EJ1141  PID         -  EJ1141
 EJ1141  STATE/COUNTY-  AR/GARLAND
 EJ1141  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1141
 EJ1141                         *CURRENT SURVEY CONTROL
 EJ1141  ___________________________________________________________________
 EJ1141* NAD 83(1986)-  34 26 04.     (N)    093 05 17.     (W)     SCALED    
 EJ1141* NAVD 88     -       127.993  (meters)     419.92   (feet)  ADJUSTED  
 EJ1141  ___________________________________________________________________
 EJ1141  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EJ1141  DYNAMIC HT  -         127.867 (meters)     419.51  (feet)  COMP
 EJ1141  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 EJ1141
 EJ1141  VERT ORDER  -  SECOND    CLASS 0
 EJ1141
 EJ1141.The horizontal coordinates were scaled from a topographic map and have
 EJ1141.an estimated accuracy of +/- 6 seconds.
 EJ1141
 EJ1141.The orthometric height was determined by differential leveling
 EJ1141.and adjusted by the National Geodetic Survey in June 1991..
 EJ1141
 EJ1141.The geoid height was determined by GEOID03.
 EJ1141
 EJ1141.The dynamic height is computed by dividing the NAVD 88
 EJ1141.geopotential number by the normal gravity value computed on the
 EJ1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1141.degrees latitude (g = 980.6199 gals.).
 EJ1141
 EJ1141.The modeled gravity was interpolated from observed gravity values.
 EJ1141
 EJ1141;                    North         East    Units  Estimated Accuracy
 EJ1141;SPC AR S     -   596,600.      300,000.      MT  (+/- 180 meters Scaled)
 EJ1141
 EJ1141                          SUPERSEDED SURVEY CONTROL
 EJ1141
 EJ1141  NGVD 29 (??/??/92)  127.99   (m)          419.9    (f) COMPUTED    2 0
 EJ1141
 EJ1141.Superseded values are not recommended for survey control.
 EJ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1141.See file dsdata.txt to determine how the superseded data were derived.
 EJ1141
 EJ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU919103(NAD 83)
 EJ1141_MARKER: DB = BENCH MARK DISK
 EJ1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1141_SP_SET: BRIDGE
 EJ1141_STAMPING: R 139 1935
 EJ1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1141
 EJ1141  HISTORY     - Date     Condition        Report By
 EJ1141  HISTORY     - 1935     MONUMENTED       CGS
 EJ1141
 EJ1141                          STATION DESCRIPTION
 EJ1141
 EJ1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1141'6.4 MI SW FROM HOT SPRINGS.
 EJ1141'6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE MISSOURI PACIFIC
 EJ1141'RAILROAD STATION AT HOT SPRINGS, AT THE CONCRETE BRIDGE OVER OUACHITA
 EJ1141'RIVER (OR LAKE HAMILTON), 200 FEET SOUTH OF THE ENTRANCE TO GILLIAM
 EJ1141'LANDING, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4.3 FEET SOUTH
 EJ1141'OF THE NORTH END OF THE EAST GUARD RAIL OF THE BRIDGE AND IN THE TOP
 EJ1141'OF THE FOOTING OF THE RAIL.  A STANDARD DISK, STAMPED R 139 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1186 ***********************************************************************
 EJ1186  DESIGNATION -  R 140
 EJ1186  PID         -  EJ1186
 EJ1186  STATE/COUNTY-  AR/HOT SPRING
 EJ1186  USGS QUAD   -  DE ROCHE (1966)
 EJ1186
 EJ1186                         *CURRENT SURVEY CONTROL
 EJ1186  ___________________________________________________________________
 EJ1186* NAD 83(1986)-  34 21 47.     (N)    093 00 05.     (W)     SCALED    
 EJ1186* NAVD 88     -       171.314  (meters)     562.05   (feet)  ADJUSTED  
 EJ1186  ___________________________________________________________________
 EJ1186  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EJ1186  DYNAMIC HT  -         171.145 (meters)     561.50  (feet)  COMP
 EJ1186  MODELED GRAV-     979,647.2   (mgal)                       NAVD 88
 EJ1186
 EJ1186  VERT ORDER  -  SECOND    CLASS 0
 EJ1186
 EJ1186.The horizontal coordinates were scaled from a topographic map and have
 EJ1186.an estimated accuracy of +/- 6 seconds.
 EJ1186
 EJ1186.The orthometric height was determined by differential leveling
 EJ1186.and adjusted by the National Geodetic Survey in June 1991..
 EJ1186
 EJ1186.The geoid height was determined by GEOID03.
 EJ1186
 EJ1186.The dynamic height is computed by dividing the NAVD 88
 EJ1186.geopotential number by the normal gravity value computed on the
 EJ1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1186.degrees latitude (g = 980.6199 gals.).
 EJ1186
 EJ1186.The modeled gravity was interpolated from observed gravity values.
 EJ1186
 EJ1186;                    North         East    Units  Estimated Accuracy
 EJ1186;SPC AR S     -   588,600.      307,890.      MT  (+/- 180 meters Scaled)
 EJ1186
 EJ1186                          SUPERSEDED SURVEY CONTROL
 EJ1186
 EJ1186  NGVD 29 (??/??/92)  171.315  (m)          562.06   (f) ADJ UNCH    2 0
 EJ1186
 EJ1186.Superseded values are not recommended for survey control.
 EJ1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1186.See file dsdata.txt to determine how the superseded data were derived.
 EJ1186
 EJ1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU998024(NAD 83)
 EJ1186_MARKER: DB = BENCH MARK DISK
 EJ1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1186_STAMPING: R 140 1935
 EJ1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1186+STABILITY: SURFACE MOTION
 EJ1186
 EJ1186  HISTORY     - Date     Condition        Report By
 EJ1186  HISTORY     - 1935     MONUMENTED       CGS
 EJ1186  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1186  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1186
 EJ1186                          STATION DESCRIPTION
 EJ1186
 EJ1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1186'6.6 MI SW FROM SOCIAL HILL.
 EJ1186'6.6 MILES SOUTHWEST ALONG THE SOCIAL HILL-HOT SPRINGS ROAD FROM THE
 EJ1186'R.J. HODGES RESIDENCE AT SOCIAL HILL, AT THE JUNCTION OF A ROAD NORTH,
 EJ1186'255 FEET EAST OF THE WEST FORK OF THE Y, 32 FEET NORTH OF THE
 EJ1186'CENTERLINE OF THE ROAD, AND 12.5 FEET WEST OF AN 8-INCH BLAZED PINE
 EJ1186'TREE.  A STANDARD DISK, STAMPED R 140 1935 AND SET IN THE TOP OF A
 EJ1186'CONCRETE POST.
 EJ1186
 EJ1186                          STATION RECOVERY (1975)
 EJ1186
 EJ1186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1186'MARK NOT FOUND.
 EJ1186
 EJ1186                          STATION RECOVERY (1998)
 EJ1186
 EJ1186'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1442 ***********************************************************************
 FG1442  DESIGNATION -  R 141
 FG1442  PID         -  FG1442
 FG1442  STATE/COUNTY-  AR/JOHNSON
 FG1442  USGS QUAD   -  YALE (1973)
 FG1442
 FG1442                         *CURRENT SURVEY CONTROL
 FG1442  ___________________________________________________________________
 FG1442* NAD 83(1986)-  35 40 13.     (N)    093 39 02.     (W)     SCALED    
 FG1442* NAVD 88     -       277.534  (meters)     910.54   (feet)  ADJUSTED  
 FG1442  ___________________________________________________________________
 FG1442  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FG1442  DYNAMIC HT  -         277.273 (meters)     909.69  (feet)  COMP
 FG1442  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 FG1442
 FG1442  VERT ORDER  -  SECOND    CLASS 0
 FG1442
 FG1442.The horizontal coordinates were scaled from a topographic map and have
 FG1442.an estimated accuracy of +/- 6 seconds.
 FG1442
 FG1442.The orthometric height was determined by differential leveling
 FG1442.and adjusted by the National Geodetic Survey in June 1991..
 FG1442
 FG1442.The geoid height was determined by GEOID03.
 FG1442
 FG1442.The dynamic height is computed by dividing the NAVD 88
 FG1442.geopotential number by the normal gravity value computed on the
 FG1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1442.degrees latitude (g = 980.6199 gals.).
 FG1442
 FG1442.The modeled gravity was interpolated from observed gravity values.
 FG1442
 FG1442;                    North         East    Units  Estimated Accuracy
 FG1442;SPC AR N     -   149,580.      250,580.      MT  (+/- 180 meters Scaled)
 FG1442
 FG1442                          SUPERSEDED SURVEY CONTROL
 FG1442
 FG1442  NGVD 29 (??/??/92)  277.468  (m)          910.33   (f) ADJ UNCH    2 0
 FG1442
 FG1442.Superseded values are not recommended for survey control.
 FG1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1442.See file dsdata.txt to determine how the superseded data were derived.
 FG1442
 FG1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV411475(NAD 83)
 FG1442_MARKER: DB = BENCH MARK DISK
 FG1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1442_STAMPING: R 141 1935
 FG1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1442+STABILITY: SURFACE MOTION
 FG1442
 FG1442  HISTORY     - Date     Condition        Report By
 FG1442  HISTORY     - 1935     MONUMENTED       CGS
 FG1442  HISTORY     - 1935     GOOD             NGS
 FG1442
 FG1442                          STATION DESCRIPTION
 FG1442
 FG1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1442'IN YALE.
 FG1442'AT YALE, JOHNSON COUNTY, AT THE SCHOOL, AT THE NORTHWEST CORNER OF THE
 FG1442'YARD, 115 FEET OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 21 FEET
 FG1442'EAST OF THE NORTHWEST CORNER OF THE SCHOOLYARD AND THE SOUTHWEST
 FG1442'CORNER OF A CEMETERY, 11 FEET WEST OF THE WEST END OF THE ENTRANCE TO
 FG1442'THE CEMETERY, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED R
 FG1442'141 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1474 ***********************************************************************
 FG1474  DESIGNATION -  R 142
 FG1474  PID         -  FG1474
 FG1474  STATE/COUNTY-  AR/JOHNSON
 FG1474  USGS QUAD   -  OZONE (1980)
 FG1474
 FG1474                         *CURRENT SURVEY CONTROL
 FG1474  ___________________________________________________________________
 FG1474* NAD 83(1986)-  35 38 21.     (N)    093 29 41.     (W)     SCALED    
 FG1474* NAVD 88     -       554.099  (meters)    1817.91   (feet)  ADJUSTED  
 FG1474  ___________________________________________________________________
 FG1474  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FG1474  DYNAMIC HT  -         553.566 (meters)    1816.16  (feet)  COMP
 FG1474  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 FG1474
 FG1474  VERT ORDER  -  SECOND    CLASS 0
 FG1474
 FG1474.The horizontal coordinates were scaled from a topographic map and have
 FG1474.an estimated accuracy of +/- 6 seconds.
 FG1474
 FG1474.The orthometric height was determined by differential leveling
 FG1474.and adjusted by the National Geodetic Survey in June 1991..
 FG1474
 FG1474.The geoid height was determined by GEOID03.
 FG1474
 FG1474.The dynamic height is computed by dividing the NAVD 88
 FG1474.geopotential number by the normal gravity value computed on the
 FG1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1474.degrees latitude (g = 980.6199 gals.).
 FG1474
 FG1474.The modeled gravity was interpolated from observed gravity values.
 FG1474
 FG1474;                    North         East    Units  Estimated Accuracy
 FG1474;SPC AR N     -   145,900.      264,630.      MT  (+/- 180 meters Scaled)
 FG1474
 FG1474                          SUPERSEDED SURVEY CONTROL
 FG1474
 FG1474  NGVD 29 (??/??/92)  554.062  (m)         1817.79   (f) ADJ UNCH    2 0
 FG1474
 FG1474.Superseded values are not recommended for survey control.
 FG1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1474.See file dsdata.txt to determine how the superseded data were derived.
 FG1474
 FG1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV552440(NAD 83)
 FG1474_MARKER: DB = BENCH MARK DISK
 FG1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1474_STAMPING: R-142-1935
 FG1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1474+STABILITY: SURFACE MOTION
 FG1474
 FG1474  HISTORY     - Date     Condition        Report By
 FG1474  HISTORY     - 1935     MONUMENTED       CGS
 FG1474  HISTORY     - 1975     GOOD             USGS
 FG1474
 FG1474                          STATION DESCRIPTION
 FG1474
 FG1474'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 FG1474'2 MI E FROM DALE.
 FG1474'ABOUT 2.0 MI. EAST ALONG THE OZONE-BATSON ROAD FROM DALE, OR ABOUT 2.0
 FG1474'MI. WEST OF OZONE,T 11N.,R.24 W. NEAR CENTER OF SEC. 1, 38 FT. SOUTH
 FG1474'AND 33 FT. EAST OF A T. ROAD SOUTH. A STANDARD DISK STAMPED R-142-1935
 FG1474'AND SET IN A CONCRETE POST 1 FT. SOUTH OF A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0538 ***********************************************************************
 GF0538  DESIGNATION -  R 143
 GF0538  PID         -  GF0538
 GF0538  STATE/COUNTY-  AR/MADISON
 GF0538  USGS QUAD   -  FORUM (1973)
 GF0538
 GF0538                         *CURRENT SURVEY CONTROL
 GF0538  ___________________________________________________________________
 GF0538* NAD 83(1997)-  36 08 05.38080(N)    093 40 46.64525(W)     ADJUSTED  
 GF0538* NAVD 88     -       419.770  (meters)    1377.20   (feet)  ADJUSTED  
 GF0538  ___________________________________________________________________
 GF0538  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 GF0538  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0538  DYNAMIC HT  -         419.388 (meters)    1375.94  (feet)  COMP
 GF0538  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 GF0538
 GF0538  HORZ ORDER  -  SECOND
 GF0538  VERT ORDER  -  SECOND    CLASS 0
 GF0538
 GF0538.The horizontal coordinates were established by classical geodetic methods
 GF0538.and adjusted by the National Geodetic Survey in September 1999..
 GF0538
 GF0538.The orthometric height was determined by differential leveling
 GF0538.and adjusted by the National Geodetic Survey in June 1991..
 GF0538
 GF0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0538
 GF0538.The geoid height was determined by GEOID03.
 GF0538
 GF0538.The dynamic height is computed by dividing the NAVD 88
 GF0538.geopotential number by the normal gravity value computed on the
 GF0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0538.degrees latitude (g = 980.6199 gals.).
 GF0538
 GF0538.The modeled gravity was interpolated from observed gravity values.
 GF0538
 GF0538;                    North         East     Units Scale Factor Converg.
 GF0538;SPC AR N     -   201,155.120   248,827.187   MT  0.99998201   -0 58 38.5
 GF0538;SPC AR N     -   659,956.42    816,360.53   sFT  0.99998201   -0 58 38.5
 GF0538;UTM  15      - 3,999,116.882   438,851.127   MT  0.99964607   -0 24 02.8
 GF0538
 GF0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0538!SPC AR N     -   0.99993851  x   0.99998201  =   0.99992052
 GF0538!UTM  15      -   0.99993851  x   0.99964607  =   0.99958460
 GF0538
 GF0538                          SUPERSEDED SURVEY CONTROL
 GF0538
 GF0538  NAD 83(1997)-  36 08 05.39219(N)    093 40 46.64562(W) AD(       ) 2
 GF0538  NAD 83(1986)-  36 08 05.39200(N)    093 40 46.64701(W) AD(       ) 2
 GF0538  NAD 27      -  36 08 05.12479(N)    093 40 45.95962(W) AD(       ) 2
 GF0538  NGVD 29 (??/??/92)  419.641  (m)         1376.77   (f) ADJ UNCH    2 0
 GF0538
 GF0538.Superseded values are not recommended for survey control.
 GF0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0538.See file dsdata.txt to determine how the superseded data were derived.
 GF0538
 GF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3885199117(NAD 83)
 GF0538_MARKER: DB = BENCH MARK DISK
 GF0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0538_STAMPING: R 143 1935
 GF0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0538+STABILITY: SURFACE MOTION
 GF0538
 GF0538  HISTORY     - Date     Condition        Report By
 GF0538  HISTORY     - 1935     MONUMENTED       CGS
 GF0538  HISTORY     - 1971     GOOD             NGS
 GF0538  HISTORY     - 1987     GOOD             USPSQD
 GF0538  HISTORY     - 1988     GOOD             USPSQD
 GF0538  HISTORY     - 1988     GOOD             USPSQD
 GF0538
 GF0538                          STATION DESCRIPTION
 GF0538
 GF0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0538'5.1 MI NE FROM HUNTSVILLE.
 GF0538'5.1 MILES NORTHEAST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE
 GF0538'AT HUNTSVILLE, MADISON COUNTY, AT OLD ALABAM, 150 FEET EAST OF
 GF0538'THE SOUTHEAST CORNER OF THE J.D. SMITH STORE, 105 FEET EAST OF
 GF0538'THE JUNCTION OF THE HIGHWAY WITH A ROAD LEADING NORTH TO FORUM,
 GF0538'42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET WEST
 GF0538'OF THE SOUTHWEST CORNER OF THE OLD ALABAM SCHOOLHOUSE AND CHURCH,
 GF0538'AND 1 FOOT NORTH OF A CEMETERY FENCE.  A STANDARD DISK, STAMPED
 GF0538'R 143 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0538
 GF0538                          STATION RECOVERY (1971)
 GF0538
 GF0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0538'BENCH MARK R 143 IS A STANDARD DISK, STAMPED R 143 1935, SET IN THE
 GF0538'TOP OF A 4-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 GF0538'GROUND SURFACE.  IT IS 30.1 FEET SOUTHWEST OF THE NORTHWEST CORNER
 GF0538'OF THE CHURCH BUILDING, 22.6 FEET WEST OF THE SOUTHWEST CORNER OF
 GF0538'THE CHURCH BUILDING AND 4.0 FEET NORTHEAST OF A FENCE AROUND A
 GF0538'CEMETERY.
 GF0538
 GF0538                          STATION RECOVERY (1987)
 GF0538
 GF0538'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0538'RECOVERED IN GOOD CONDITION.
 GF0538
 GF0538                          STATION RECOVERY (1988)
 GF0538
 GF0538'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0538'RECOVERED IN GOOD CONDITION.
 GF0538
 GF0538                          STATION RECOVERY (1988)
 GF0538
 GF0538'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0516 ***********************************************************************
 GF0516  DESIGNATION -  R 145
 GF0516  PID         -  GF0516
 GF0516  STATE/COUNTY-  AR/CARROLL
 GF0516  USGS QUAD   -  MARBLE (1973)
 GF0516
 GF0516                         *CURRENT SURVEY CONTROL
 GF0516  ___________________________________________________________________
 GF0516* NAD 83(1986)-  36 10 34.     (N)    093 32 15.     (W)     SCALED    
 GF0516* NAVD 88     -       420.598  (meters)    1379.91   (feet)  ADJUSTED  
 GF0516  ___________________________________________________________________
 GF0516  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GF0516  DYNAMIC HT  -         420.216 (meters)    1378.66  (feet)  COMP
 GF0516  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 GF0516
 GF0516  VERT ORDER  -  SECOND    CLASS 0
 GF0516
 GF0516.The horizontal coordinates were scaled from a topographic map and have
 GF0516.an estimated accuracy of +/- 6 seconds.
 GF0516
 GF0516.The orthometric height was determined by differential leveling
 GF0516.and adjusted by the National Geodetic Survey in June 1991..
 GF0516
 GF0516.The geoid height was determined by GEOID03.
 GF0516
 GF0516.The dynamic height is computed by dividing the NAVD 88
 GF0516.geopotential number by the normal gravity value computed on the
 GF0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0516.degrees latitude (g = 980.6199 gals.).
 GF0516
 GF0516.The modeled gravity was interpolated from observed gravity values.
 GF0516
 GF0516;                    North         East    Units  Estimated Accuracy
 GF0516;SPC AR N     -   205,530.      261,690.      MT  (+/- 180 meters Scaled)
 GF0516
 GF0516                          SUPERSEDED SURVEY CONTROL
 GF0516
 GF0516  NGVD 29 (??/??/92)  420.474  (m)         1379.51   (f) ADJ UNCH    2 0
 GF0516
 GF0516.Superseded values are not recommended for survey control.
 GF0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0516.See file dsdata.txt to determine how the superseded data were derived.
 GF0516
 GF0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA516036(NAD 83)
 GF0516_MARKER: DB = BENCH MARK DISK
 GF0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0516_STAMPING: R 145 1935
 GF0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0516+STABILITY: SURFACE MOTION
 GF0516
 GF0516  HISTORY     - Date     Condition        Report By
 GF0516  HISTORY     - 1935     MONUMENTED       CGS
 GF0516  HISTORY     - 1959     GOOD             NGS
 GF0516  HISTORY     - 1987     GOOD             USPSQD
 GF0516  HISTORY     - 1988     GOOD             USPSQD
 GF0516
 GF0516                          STATION DESCRIPTION
 GF0516
 GF0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GF0516'3.2 MI S FROM METALTON.
 GF0516'LOCATED 3.25 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE BRIDGE
 GF0516'OVER PINEY CREEK AT METALTON, CARROLL COUNTY, OR 3 MILES NORTH
 GF0516'ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE HIGHWAY 68,
 GF0516'180 FEET WEST OF THE CENTERLINE OF THE NEW ROAD, 91 FEET WEST OF
 GF0516'A POWER POLE, 43 FEET WEST OF THE CENTER OF THE OLD HIGHWAY, 21
 GF0516'FEET WEST OF A FENCE CORNER POST WITH A WHITE WITNESS SIGN NAILED
 GF0516'ON IT, AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS ON THE EAST SLOPE
 GF0516'OF A HILL WHICH IS COVERED WITH SMALL ROCK.  IT IS A STANDARD
 GF0516'DISK, STAMPED R 145 1935, SET IN THE TOP OF A 6-INCH SQUARE
 GF0516'CONCRETE POST PROJECTING 3 INCHES.
 GF0516
 GF0516                          STATION RECOVERY (1987)
 GF0516
 GF0516'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0516'RECOVERED IN GOOD CONDITION.
 GF0516
 GF0516                          STATION RECOVERY (1988)
 GF0516
 GF0516'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0526 ***********************************************************************
 FG0526  DESIGNATION -  R 147
 FG0526  PID         -  FG0526
 FG0526  STATE/COUNTY-  AR/VAN BUREN
 FG0526  USGS QUAD   -  TILLY (1980)
 FG0526
 FG0526                         *CURRENT SURVEY CONTROL
 FG0526  ___________________________________________________________________
 FG0526* NAD 83(1986)-  35 41 51.     (N)    092 45 18.     (W)     SCALED    
 FG0526* NAVD 88     -       574.327  (meters)    1884.27   (feet)  ADJUSTED  
 FG0526  ___________________________________________________________________
 FG0526  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0526  DYNAMIC HT  -         573.769 (meters)    1882.44  (feet)  COMP
 FG0526  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 FG0526
 FG0526  VERT ORDER  -  SECOND    CLASS 0
 FG0526
 FG0526.The horizontal coordinates were scaled from a topographic map and have
 FG0526.an estimated accuracy of +/- 6 seconds.
 FG0526
 FG0526.The orthometric height was determined by differential leveling
 FG0526.and adjusted by the National Geodetic Survey in June 1991..
 FG0526
 FG0526.The geoid height was determined by GEOID03.
 FG0526
 FG0526.The dynamic height is computed by dividing the NAVD 88
 FG0526.geopotential number by the normal gravity value computed on the
 FG0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0526.degrees latitude (g = 980.6199 gals.).
 FG0526
 FG0526.The modeled gravity was interpolated from observed gravity values.
 FG0526
 FG0526;                    North         East    Units  Estimated Accuracy
 FG0526;SPC AR N     -   151,610.      331,670.      MT  (+/- 180 meters Scaled)
 FG0526
 FG0526                          SUPERSEDED SURVEY CONTROL
 FG0526
 FG0526  NGVD 29 (??/??/92)  574.232  (m)         1883.96   (f) ADJ UNCH    2 0
 FG0526
 FG0526.Superseded values are not recommended for survey control.
 FG0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0526.See file dsdata.txt to determine how the superseded data were derived.
 FG0526
 FG0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV221504(NAD 83)
 FG0526_MARKER: DB = BENCH MARK DISK
 FG0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0526_STAMPING: R 147 1935
 FG0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0526+STABILITY: SURFACE MOTION
 FG0526
 FG0526  HISTORY     - Date     Condition        Report By
 FG0526  HISTORY     - 1935     MONUMENTED       CGS
 FG0526  HISTORY     - 1939     GOOD             NGS
 FG0526
 FG0526                          STATION DESCRIPTION
 FG0526
 FG0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0526'1.8 MI E FROM UNA.
 FG0526'1.8 MILES EAST ALONG THE COPELAND ROAD FROM THE JUNCTION WITH STATE
 FG0526'HIGHWAY 27 AT UNA, VAN BUREN COUNTY, 47 FEET NORTHWEST OF THE
 FG0526'NORTHWEST CORNER OF THE ARLIE COOPER FARMHOUSE, 43 FEET SOUTH OF THE
 FG0526'CENTERLINE OF THE ROAD, 6 FEET WEST OF AN 18-INCH WALNUT TREE, 4 FEET
 FG0526'EAST OF A NORTHWEST FENCE CORNER, AND 2 FEET SOUTH OF A FENCE.  A
 FG0526'STANDARD DISK, STAMPED R 147 1935 AND SET IN THE TOP OF A CONCRETE
 FG0526'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0675 ***********************************************************************
 FG0675  DESIGNATION -  R 148
 FG0675  PID         -  FG0675
 FG0675  STATE/COUNTY-  AR/VAN BUREN
 FG0675  USGS QUAD   -  REX (1965)
 FG0675
 FG0675                         *CURRENT SURVEY CONTROL
 FG0675  ___________________________________________________________________
 FG0675* NAD 83(1986)-  35 31 32.     (N)    092 44 48.     (W)     SCALED    
 FG0675* NAVD 88     -       411.043  (meters)    1348.56   (feet)  ADJUSTED  
 FG0675  ___________________________________________________________________
 FG0675  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0675  DYNAMIC HT  -         410.646 (meters)    1347.26  (feet)  COMP
 FG0675  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 FG0675
 FG0675  VERT ORDER  -  SECOND    CLASS 0
 FG0675
 FG0675.The horizontal coordinates were scaled from a topographic map and have
 FG0675.an estimated accuracy of +/- 6 seconds.
 FG0675
 FG0675.The orthometric height was determined by differential leveling
 FG0675.and adjusted by the National Geodetic Survey in June 1991..
 FG0675
 FG0675.The geoid height was determined by GEOID03.
 FG0675
 FG0675.The dynamic height is computed by dividing the NAVD 88
 FG0675.geopotential number by the normal gravity value computed on the
 FG0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0675.degrees latitude (g = 980.6199 gals.).
 FG0675
 FG0675.The modeled gravity was interpolated from observed gravity values.
 FG0675
 FG0675;                    North         East    Units  Estimated Accuracy
 FG0675;SPC AR N     -   132,520.      332,280.      MT  (+/- 180 meters Scaled)
 FG0675
 FG0675                          SUPERSEDED SURVEY CONTROL
 FG0675
 FG0675  NGVD 29 (??/??/92)  411.006  (m)         1348.44   (f) ADJ UNCH    2 0
 FG0675
 FG0675.Superseded values are not recommended for survey control.
 FG0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0675.See file dsdata.txt to determine how the superseded data were derived.
 FG0675
 FG0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV229313(NAD 83)
 FG0675_MARKER: DB = BENCH MARK DISK
 FG0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0675_STAMPING: R 148 1935
 FG0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0675+STABILITY: SURFACE MOTION
 FG0675
 FG0675  HISTORY     - Date     Condition        Report By
 FG0675  HISTORY     - 1935     MONUMENTED       CGS
 FG0675
 FG0675                          STATION DESCRIPTION
 FG0675
 FG0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0675'9.1 MI SE FROM LOST CORNER.
 FG0675'IN VAN BUREN COUNTY, 9.1 MILES SOUTHEAST ALONG THE CLEVELAND ROAD FROM
 FG0675'THE POST OFFICE AT LOST CORNER, POPE COUNTY, 0.2 MILE WEST OF THE
 FG0675'ARTHUR ANDERSON PLACE, 200 FEET SOUTH OF THE CREST OF A RIDGE, 35 FEET
 FG0675'NORTH OF THE CENTERLINE OF THE ROAD, AT A LEVEL STRETCH, 16 1/2 FEET
 FG0675'NORTH OF AN 8-INCH PINE TREE, 6 FEET EAST OF A 24-INCH BLACK OAK TREE,
 FG0675'AND 3 1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED R 148
 FG0675'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0601 ***********************************************************************
 FG0601  DESIGNATION -  R 149
 FG0601  PID         -  FG0601
 FG0601  STATE/COUNTY-  AR/SEARCY
 FG0601  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0601
 FG0601                         *CURRENT SURVEY CONTROL
 FG0601  ___________________________________________________________________
 FG0601* NAD 83(1986)-  35 51 18.     (N)    092 45 36.     (W)     SCALED    
 FG0601* NAVD 88     -       252.479  (meters)     828.34   (feet)  ADJUSTED  
 FG0601  ___________________________________________________________________
 FG0601  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0601  DYNAMIC HT  -         252.249 (meters)     827.59  (feet)  COMP
 FG0601  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 FG0601
 FG0601  VERT ORDER  -  SECOND    CLASS 0
 FG0601
 FG0601.The horizontal coordinates were scaled from a topographic map and have
 FG0601.an estimated accuracy of +/- 6 seconds.
 FG0601
 FG0601.The orthometric height was determined by differential leveling
 FG0601.and adjusted by the National Geodetic Survey in June 1991..
 FG0601
 FG0601.The geoid height was determined by GEOID03.
 FG0601
 FG0601.The dynamic height is computed by dividing the NAVD 88
 FG0601.geopotential number by the normal gravity value computed on the
 FG0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0601.degrees latitude (g = 980.6199 gals.).
 FG0601
 FG0601.The modeled gravity was interpolated from observed gravity values.
 FG0601
 FG0601;                    North         East    Units  Estimated Accuracy
 FG0601;SPC AR N     -   169,080.      331,360.      MT  (+/- 180 meters Scaled)
 FG0601
 FG0601                          SUPERSEDED SURVEY CONTROL
 FG0601
 FG0601  NGVD 29 (??/??/92)  252.376  (m)          828.00   (f) ADJ UNCH    2 0
 FG0601
 FG0601.Superseded values are not recommended for survey control.
 FG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0601.See file dsdata.txt to determine how the superseded data were derived.
 FG0601
 FG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV216678(NAD 83)
 FG0601_MARKER: DB = BENCH MARK DISK
 FG0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0601_STAMPING: R 149 1935
 FG0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0601+STABILITY: SURFACE MOTION
 FG0601
 FG0601  HISTORY     - Date     Condition        Report By
 FG0601  HISTORY     - 1935     MONUMENTED       CGS
 FG0601  HISTORY     - 1935     GOOD             NGS
 FG0601
 FG0601                          STATION DESCRIPTION
 FG0601
 FG0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0601'1.7 MI N FROM BEAR CREEK.
 FG0601'1.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM BEAR CREEK, SEARCY COUNTY,
 FG0601'AT THE JUNCTION OF THE SNOWBALL ROAD, ON THE W. E. PHILLIPS FARM, 300
 FG0601'FEET NORTH OF THE NORTHEAST CORNER OF THE BEAR CREEK CEMETERY, 300
 FG0601'FEET EAST OF THE EAST BANK OF BEAR CREEK, 38 FEET EAST OF THE
 FG0601'CENTERLINE OF THE HIGHWAY 15 FEET EAST OF A SOUTHWEST FENCE CORNER, 12
 FG0601'FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD, 9 FEET WEST OF A
 FG0601'14-INCH PERSIMMON TREE, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK,
 FG0601'STAMPED R 149 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0518 ***********************************************************************
 FF0518  DESIGNATION -  R 15
 FF0518  PID         -  FF0518
 FF0518  STATE/COUNTY-  AR/ST FRANCIS
 FF0518  USGS QUAD   -  FORREST CITY (1976)
 FF0518
 FF0518                         *CURRENT SURVEY CONTROL
 FF0518  ___________________________________________________________________
 FF0518* NAD 83(1986)-  35 06 11.     (N)    090 49 07.     (W)     SCALED    
 FF0518* NAVD 88     -        71.247  (meters)     233.75   (feet)  ADJUSTED  
 FF0518  ___________________________________________________________________
 FF0518  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF0518  DYNAMIC HT  -          71.182 (meters)     233.54  (feet)  COMP
 FF0518  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FF0518
 FF0518  VERT ORDER  -  FIRST     CLASS II
 FF0518
 FF0518.The horizontal coordinates were scaled from a topographic map and have
 FF0518.an estimated accuracy of +/- 6 seconds.
 FF0518
 FF0518.The orthometric height was determined by differential leveling
 FF0518.and adjusted by the National Geodetic Survey in June 1991..
 FF0518
 FF0518.The geoid height was determined by GEOID03.
 FF0518
 FF0518.The dynamic height is computed by dividing the NAVD 88
 FF0518.geopotential number by the normal gravity value computed on the
 FF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0518.degrees latitude (g = 980.6199 gals.).
 FF0518
 FF0518.The modeled gravity was interpolated from observed gravity values.
 FF0518
 FF0518;                    North         East    Units  Estimated Accuracy
 FF0518;SPC AR N     -    86,040.      507,710.      MT  (+/- 180 meters Scaled)
 FF0518
 FF0518                          SUPERSEDED SURVEY CONTROL
 FF0518
 FF0518  NGVD 29 (??/??/??)   71.222  (m)          233.67   (f) ADJUSTED    1 2
 FF0518
 FF0518.Superseded values are not recommended for survey control.
 FF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0518.See file dsdata.txt to determine how the superseded data were derived.
 FF0518
 FF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU988866(NAD 83)
 FF0518_MARKER: DB = BENCH MARK DISK
 FF0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0518_STAMPING: 233.612 R 15 1932
 FF0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0518+STABILITY: SURFACE MOTION
 FF0518
 FF0518  HISTORY     - Date     Condition        Report By
 FF0518  HISTORY     - 1932     MONUMENTED       CGS
 FF0518  HISTORY     - 1956     GOOD             CGS
 FF0518  HISTORY     - 20030603 MARK NOT FOUND   USACE
 FF0518
 FF0518                          STATION DESCRIPTION
 FF0518
 FF0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0518'2 MI S FROM COLT.
 FF0518'ABOUT 2.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0518'THE ROAD CROSSING AT COLT, ABOUT 2.0 MILES NORTH OF THE ROAD
 FF0518'CROSSING AT CALDWELL, ST. FRANCIS COUNTY, AT AN EAST-WEST ROAD
 FF0518'CROSSING, 47 FEET WEST OF WEST RAIL AND ON OUTSIDE OF A SLIGHT
 FF0518'CURVE IN TRACK, 72 FEET WEST AND ACROSS TRACK FROM TELEPHONE
 FF0518'POLE NO. 288/25, 1 FOOT EAST OF A FENCE LINE, 40 FEET NORTH OF
 FF0518'CENTER LINE OF GRAVEL ROAD, 64 FEET NORTHWEST OF CENTER OF
 FF0518'CROSSING, 17 FEET NORTH OF A FENCE CORNER, 33 FEET NORTHWEST
 FF0518'OF A CROSSING SIGN, 18 FEET EAST-NORTHEAST OF A POWER POLE ON AN
 FF0518'EAST-WEST POWER LINE, ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN
 FF0518'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FF0518
 FF0518                          STATION RECOVERY (2003)
 FF0518
 FF0518'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0618 ***********************************************************************
 FG0618  DESIGNATION -  R 150
 FG0618  PID         -  FG0618
 FG0618  STATE/COUNTY-  AR/SEARCY
 FG0618  USGS QUAD   -  CANAAN (1980)
 FG0618
 FG0618                         *CURRENT SURVEY CONTROL
 FG0618  ___________________________________________________________________
 FG0618* NAD 83(1986)-  35 49 03.     (N)    092 39 34.     (W)     SCALED    
 FG0618* NAVD 88     -       348.734  (meters)    1144.14   (feet)  ADJUSTED  
 FG0618  ___________________________________________________________________
 FG0618  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0618  DYNAMIC HT  -         348.412 (meters)    1143.08  (feet)  COMP
 FG0618  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 FG0618
 FG0618  VERT ORDER  -  SECOND    CLASS 0
 FG0618
 FG0618.The horizontal coordinates were scaled from a topographic map and have
 FG0618.an estimated accuracy of +/- 6 seconds.
 FG0618
 FG0618.The orthometric height was determined by differential leveling
 FG0618.and adjusted by the National Geodetic Survey in June 1991..
 FG0618
 FG0618.The geoid height was determined by GEOID03.
 FG0618
 FG0618.The dynamic height is computed by dividing the NAVD 88
 FG0618.geopotential number by the normal gravity value computed on the
 FG0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0618.degrees latitude (g = 980.6199 gals.).
 FG0618
 FG0618.The modeled gravity was interpolated from observed gravity values.
 FG0618
 FG0618;                    North         East    Units  Estimated Accuracy
 FG0618;SPC AR N     -   164,860.      340,410.      MT  (+/- 180 meters Scaled)
 FG0618
 FG0618                          SUPERSEDED SURVEY CONTROL
 FG0618
 FG0618  NGVD 29 (??/??/92)  348.629  (m)         1143.79   (f) ADJ UNCH    2 0
 FG0618
 FG0618.Superseded values are not recommended for survey control.
 FG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0618.See file dsdata.txt to determine how the superseded data were derived.
 FG0618
 FG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV307637(NAD 83)
 FG0618_MARKER: DB = BENCH MARK DISK
 FG0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0618_STAMPING: R 150 1935
 FG0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0618+STABILITY: SURFACE MOTION
 FG0618
 FG0618  HISTORY     - Date     Condition        Report By
 FG0618  HISTORY     - 1935     MONUMENTED       CGS
 FG0618  HISTORY     - 1935     GOOD             NGS
 FG0618
 FG0618                          STATION DESCRIPTION
 FG0618
 FG0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0618'IN WATTS.
 FG0618'AT WATTS, SEARCY COUNTY, 0.6 MILE WEST OF THE POST OFFICE, 400 FEET
 FG0618'SOUTH OF THE SOUTHEAST CORNER OF THE P. A. GRIFFITHS FARMHOUSE, 300
 FG0618'FEET SOUTH OF THE OLD POST OFFICE SITE, 80 FEET NORTHWEST OF THE
 FG0618'JUNCTION OF THE RED RIVER ROAD AND THE SHADY GROVE ROAD, 34 FEET WEST
 FG0618'OF THE CENTERLINE OF THE RED RIVER ROAD, 28 FEET EAST OF A SMALL
 FG0618'STREAM, 34 FEET WEST OF A NORTHEAST FENCE CORNER, AND 1 1/2 FEET SOUTH
 FG0618'OF A FENCE.  A STANDARD DISK, STAMPED R 150 1935 AND SET IN THE TOP OF
 FG0618'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0461 ***********************************************************************
 GF0461  DESIGNATION -  R 156
 GF0461  PID         -  GF0461
 GF0461  STATE/COUNTY-  AR/NEWTON
 GF0461  USGS QUAD   -  OSAGE SW (1975)
 GF0461
 GF0461                         *CURRENT SURVEY CONTROL
 GF0461  ___________________________________________________________________
 GF0461* NAD 83(1986)-  36 00 43.     (N)    093 26 32.     (W)     SCALED    
 GF0461* NAVD 88     -       677.449  (meters)    2222.60   (feet)  ADJUSTED  
 GF0461  ___________________________________________________________________
 GF0461  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GF0461  DYNAMIC HT  -         676.829 (meters)    2220.56  (feet)  COMP
 GF0461  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 GF0461
 GF0461  VERT ORDER  -  SECOND    CLASS 0
 GF0461
 GF0461.The horizontal coordinates were scaled from a topographic map and have
 GF0461.an estimated accuracy of +/- 6 seconds.
 GF0461
 GF0461.The orthometric height was determined by differential leveling
 GF0461.and adjusted by the National Geodetic Survey in June 1991..
 GF0461
 GF0461.The geoid height was determined by GEOID03.
 GF0461
 GF0461.The dynamic height is computed by dividing the NAVD 88
 GF0461.geopotential number by the normal gravity value computed on the
 GF0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0461.degrees latitude (g = 980.6199 gals.).
 GF0461
 GF0461.The modeled gravity was interpolated from observed gravity values.
 GF0461
 GF0461;                    North         East    Units  Estimated Accuracy
 GF0461;SPC AR N     -   187,180.      269,990.      MT  (+/- 180 meters Scaled)
 GF0461
 GF0461                          SUPERSEDED SURVEY CONTROL
 GF0461
 GF0461  NGVD 29 (??/??/92)  677.358  (m)         2222.30   (f) ADJ UNCH    2 0
 GF0461
 GF0461.Superseded values are not recommended for survey control.
 GF0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0461.See file dsdata.txt to determine how the superseded data were derived.
 GF0461
 GF0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV601853(NAD 83)
 GF0461_MARKER: DB = BENCH MARK DISK
 GF0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0461_STAMPING: R 156 1935
 GF0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0461+STABILITY: SURFACE MOTION
 GF0461
 GF0461  HISTORY     - Date     Condition        Report By
 GF0461  HISTORY     - 1935     MONUMENTED       CGS
 GF0461
 GF0461                          STATION DESCRIPTION
 GF0461
 GF0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0461'4.1 MI NW FROM BOXLEY.
 GF0461'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 GF0461'AT BOXLEY, NEWTON COUNTY, 0.2 MILE EAST OF THE MAYNARD THOMAS
 GF0461'FARMHOUSE ON THE A. RURET FARM, AT THE Y-INTERSECTION OF A ROAD
 GF0461'LEADING SOUTHWEST, 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GF0461'19 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTH LEG OF THE Y,
 GF0461'AND 6 FEET SOUTHEAST OF A 12-INCH OAK TREE.  A STANDARD DISK,
 GF0461'STAMPED R 156 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0552 ***********************************************************************
 GF0552  DESIGNATION -  R 157
 GF0552  PID         -  GF0552
 GF0552  STATE/COUNTY-  AR/MADISON
 GF0552  USGS QUAD   -  ROCKHOUSE (1972)
 GF0552
 GF0552                         *CURRENT SURVEY CONTROL
 GF0552  ___________________________________________________________________
 GF0552* NAD 83(1986)-  36 17 13.     (N)    093 43 06.     (W)     SCALED    
 GF0552* NAVD 88     -       487.183  (meters)    1598.37   (feet)  ADJUSTED  
 GF0552  ___________________________________________________________________
 GF0552  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GF0552  DYNAMIC HT  -         486.743 (meters)    1596.92  (feet)  COMP
 GF0552  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 GF0552
 GF0552  VERT ORDER  -  SECOND    CLASS 0
 GF0552
 GF0552.The horizontal coordinates were scaled from a topographic map and have
 GF0552.an estimated accuracy of +/- 6 seconds.
 GF0552
 GF0552.The orthometric height was determined by differential leveling
 GF0552.and adjusted by the National Geodetic Survey in June 1991..
 GF0552
 GF0552.The geoid height was determined by GEOID03.
 GF0552
 GF0552.The dynamic height is computed by dividing the NAVD 88
 GF0552.geopotential number by the normal gravity value computed on the
 GF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0552.degrees latitude (g = 980.6199 gals.).
 GF0552
 GF0552.The modeled gravity was interpolated from observed gravity values.
 GF0552
 GF0552;                    North         East    Units  Estimated Accuracy
 GF0552;SPC AR N     -   218,090.      245,640.      MT  (+/- 180 meters Scaled)
 GF0552
 GF0552                          SUPERSEDED SURVEY CONTROL
 GF0552
 GF0552  NGVD 29 (??/??/92)  487.041  (m)         1597.90   (f) ADJ UNCH    2 0
 GF0552
 GF0552.Superseded values are not recommended for survey control.
 GF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0552.See file dsdata.txt to determine how the superseded data were derived.
 GF0552
 GF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA354160(NAD 83)
 GF0552_MARKER: DB = BENCH MARK DISK
 GF0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0552_STAMPING: R 157 1935
 GF0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0552+STABILITY: SURFACE MOTION
 GF0552
 GF0552  HISTORY     - Date     Condition        Report By
 GF0552  HISTORY     - 1935     MONUMENTED       CGS
 GF0552  HISTORY     - 1987     GOOD             USPSQD
 GF0552
 GF0552                          STATION DESCRIPTION
 GF0552
 GF0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0552'3.8 MI W FROM ROCKHOUSE.
 GF0552'3.8 MILES WEST ALONG THE ROAD LEADING TO STATE HIGHWAY 23 FROM
 GF0552'THE POST OFFICE AT ROCKHOUSE, MADISON COUNTY, 3.5 MILES EAST
 GF0552'OF THE INTERSECTION OF HIGHWAY 23, 300 FEET NORTHEAST OF A DIP
 GF0552'IN THE ROAD, 60 FEET NORTH OF TOP OF A DROP INTO THE VALLEY,
 GF0552'22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN A HEAVY OUTCROP
 GF0552'OF ROCK, 21 FEET NORTHWEST OF A 30-INCH OAK TREE, AND 11 FEET
 GF0552'SOUTH OF A 6-INCH PINE TREE.  A STANDARD DISK, STAMPED R 157
 GF0552'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0552
 GF0552                          STATION RECOVERY (1987)
 GF0552
 GF0552'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0409 ***********************************************************************
 GF0409  DESIGNATION -  R 158
 GF0409  PID         -  GF0409
 GF0409  STATE/COUNTY-  AR/CARROLL
 GF0409  USGS QUAD   -  OSAGE NE (1968)
 GF0409
 GF0409                         *CURRENT SURVEY CONTROL
 GF0409  ___________________________________________________________________
 GF0409* NAD 83(1986)-  36 10 22.     (N)    093 20 27.     (W)     SCALED    
 GF0409* NAVD 88     -       573.296  (meters)    1880.89   (feet)  ADJUSTED  
 GF0409  ___________________________________________________________________
 GF0409  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GF0409  DYNAMIC HT  -         572.774 (meters)    1879.18  (feet)  COMP
 GF0409  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 GF0409
 GF0409  VERT ORDER  -  SECOND    CLASS 0
 GF0409
 GF0409.The horizontal coordinates were scaled from a topographic map and have
 GF0409.an estimated accuracy of +/- 6 seconds.
 GF0409
 GF0409.The orthometric height was determined by differential leveling
 GF0409.and adjusted by the National Geodetic Survey in June 1991..
 GF0409
 GF0409.The geoid height was determined by GEOID03.
 GF0409
 GF0409.The dynamic height is computed by dividing the NAVD 88
 GF0409.geopotential number by the normal gravity value computed on the
 GF0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0409.degrees latitude (g = 980.6199 gals.).
 GF0409
 GF0409.The modeled gravity was interpolated from observed gravity values.
 GF0409
 GF0409;                    North         East    Units  Estimated Accuracy
 GF0409;SPC AR N     -   204,900.      279,380.      MT  (+/- 180 meters Scaled)
 GF0409
 GF0409                          SUPERSEDED SURVEY CONTROL
 GF0409
 GF0409  NGVD 29 (??/??/92)  573.180  (m)         1880.51   (f) ADJ UNCH    2 0
 GF0409
 GF0409.Superseded values are not recommended for survey control.
 GF0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0409.See file dsdata.txt to determine how the superseded data were derived.
 GF0409
 GF0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA693031(NAD 83)
 GF0409_MARKER: DB = BENCH MARK DISK
 GF0409_SETTING: 80 = SET IN A BOULDER
 GF0409_SP_SET: BOULDER
 GF0409_STAMPING: R 158 1935
 GF0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0409+STABILITY: SURFACE MOTION
 GF0409
 GF0409  HISTORY     - Date     Condition        Report By
 GF0409  HISTORY     - 1935     MONUMENTED       CGS
 GF0409
 GF0409                          STATION DESCRIPTION
 GF0409
 GF0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0409'1.2 MI N FROM DELMAR.
 GF0409'1.2 MILES NORTH ALONG THE BATAVIA-DELMAR ROAD FROM THE POST OFFICE
 GF0409'AT DELMAR, CARROLL COUNTY, 0.2 MILE NORTHWEST OF A SMALL FARMHOUSE,
 GF0409'105 FEET WEST OF A RAIL FENCE, 18 FEET NORTHWEST OF THE CENTERLINE
 GF0409'OF THE ROAD, 2 FEET WEST OF A 36-INCH OAK STUMP, IN THE TOP
 GF0409'AT THE SOUTHEAST SIDE OF A 20 BY 20-FOOT SANDSTONE BOULDER, AND
 GF0409'2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED R 158 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0393 ***********************************************************************
 GF0393  DESIGNATION -  R 159
 GF0393  PID         -  GF0393
 GF0393  STATE/COUNTY-  AR/NEWTON
 GF0393  USGS QUAD   -  PONCA (1967)
 GF0393
 GF0393                         *CURRENT SURVEY CONTROL
 GF0393  ___________________________________________________________________
 GF0393* NAD 83(1986)-  36 06 23.     (N)    093 17 22.     (W)     SCALED    
 GF0393* NAVD 88     -       650.496  (meters)    2134.17   (feet)  ADJUSTED  
 GF0393  ___________________________________________________________________
 GF0393  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GF0393  DYNAMIC HT  -         649.876 (meters)    2132.13  (feet)  COMP
 GF0393  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 GF0393
 GF0393  VERT ORDER  -  SECOND    CLASS 0
 GF0393
 GF0393.The horizontal coordinates were scaled from a topographic map and have
 GF0393.an estimated accuracy of +/- 6 seconds.
 GF0393
 GF0393.The orthometric height was determined by differential leveling
 GF0393.and adjusted by the National Geodetic Survey in June 1991..
 GF0393
 GF0393.The geoid height was determined by GEOID03.
 GF0393
 GF0393.The dynamic height is computed by dividing the NAVD 88
 GF0393.geopotential number by the normal gravity value computed on the
 GF0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0393.degrees latitude (g = 980.6199 gals.).
 GF0393
 GF0393.The modeled gravity was interpolated from observed gravity values.
 GF0393
 GF0393;                    North         East    Units  Estimated Accuracy
 GF0393;SPC AR N     -   197,470.      283,900.      MT  (+/- 180 meters Scaled)
 GF0393
 GF0393                          SUPERSEDED SURVEY CONTROL
 GF0393
 GF0393  NGVD 29 (??/??/92)  650.364  (m)         2133.74   (f) ADJ UNCH    2 0
 GF0393
 GF0393.Superseded values are not recommended for survey control.
 GF0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0393.See file dsdata.txt to determine how the superseded data were derived.
 GF0393
 GF0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV739957(NAD 83)
 GF0393_MARKER: DB = BENCH MARK DISK
 GF0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0393_STAMPING: R 159 1935
 GF0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0393+STABILITY: SURFACE MOTION
 GF0393
 GF0393  HISTORY     - Date     Condition        Report By
 GF0393  HISTORY     - 1935     MONUMENTED       CGS
 GF0393
 GF0393                          STATION DESCRIPTION
 GF0393
 GF0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0393'9.5 MI NE FROM PONCA.
 GF0393'9.5 MILES NORTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 GF0393'AT PONCA, NEWTON COUNTY, 46 FEET WEST OF THE SOUTHWEST CORNER
 GF0393'OF THE L.D. HICKMAN FARMHOUSE, 45 FEET NORTH OF THE CENTERLINE
 GF0393'OF THE HIGHWAY, 24 FEET NORTH OF A SOUTHWEST FENCE CORNER, AND
 GF0393'1 1/2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED R 159
 GF0393'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0922 ***********************************************************************
 FF0922  DESIGNATION -  R 16
 FF0922  PID         -  FF0922
 FF0922  STATE/COUNTY-  AR/JACKSON
 FF0922  USGS QUAD   -  AUVERGNE (1981)
 FF0922
 FF0922                         *CURRENT SURVEY CONTROL
 FF0922  ___________________________________________________________________
 FF0922* NAD 83(1986)-  35 36 28.     (N)    091 14 55.     (W)     SCALED    
 FF0922* NAVD 88     -        68.927  (meters)     226.14   (feet)  ADJUSTED  
 FF0922  ___________________________________________________________________
 FF0922  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF0922  DYNAMIC HT  -          68.867 (meters)     225.94  (feet)  COMP
 FF0922  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 FF0922
 FF0922  VERT ORDER  -  SECOND    CLASS 0
 FF0922
 FF0922.The horizontal coordinates were scaled from a topographic map and have
 FF0922.an estimated accuracy of +/- 6 seconds.
 FF0922
 FF0922.The orthometric height was determined by differential leveling
 FF0922.and adjusted by the National Geodetic Survey in June 1991..
 FF0922
 FF0922.The geoid height was determined by GEOID03.
 FF0922
 FF0922.The dynamic height is computed by dividing the NAVD 88
 FF0922.geopotential number by the normal gravity value computed on the
 FF0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0922.degrees latitude (g = 980.6199 gals.).
 FF0922
 FF0922.The modeled gravity was interpolated from observed gravity values.
 FF0922
 FF0922;                    North         East    Units  Estimated Accuracy
 FF0922;SPC AR N     -   141,650.      468,080.      MT  (+/- 180 meters Scaled)
 FF0922
 FF0922                          SUPERSEDED SURVEY CONTROL
 FF0922
 FF0922  NGVD 29 (??/??/??)   68.864  (m)          225.93   (f) ADJUSTED    2 0
 FF0922
 FF0922.Superseded values are not recommended for survey control.
 FF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0922.See file dsdata.txt to determine how the superseded data were derived.
 FF0922
 FF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV586418(NAD 83)
 FF0922_MARKER: DB = BENCH MARK DISK
 FF0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0922_STAMPING: 225.931 R 16 1932
 FF0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0922+STABILITY: SURFACE MOTION
 FF0922
 FF0922  HISTORY     - Date     Condition        Report By
 FF0922  HISTORY     - 1932     MONUMENTED       CGS
 FF0922  HISTORY     - 1934     GOOD             CGS
 FF0922  HISTORY     - 20020920 MARK NOT FOUND   USACE
 FF0922
 FF0922                          STATION DESCRIPTION
 FF0922
 FF0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FF0922'2 MI E FROM NEWPORT.
 FF0922'ABOUT 2 MILES EAST ALONG STATE HIGHWAY 14 FROM NEWPORT, JACKSON
 FF0922'COUNTY, 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 FF0922'OWNED IN 1932 BY J.R. HOLDEN IN THE YARD, 40 FEET SOUTH OF THE
 FF0922'CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE FENCE.  A
 FF0922'STANDARD DISK, STAMPED 225.931 R 16 1932 AND SET IN THE TOP OF
 FF0922'A CONCRETE POST.
 FF0922
 FF0922                          STATION RECOVERY (1934)
 FF0922
 FF0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0922'RECOVERED IN GOOD CONDITION.
 FF0922
 FF0922                          STATION RECOVERY (2002)
 FF0922
 FF0922'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1289 ***********************************************************************
 EJ1289  DESIGNATION -  R 161
 EJ1289  PID         -  EJ1289
 EJ1289  STATE/COUNTY-  AR/GARLAND
 EJ1289  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1289
 EJ1289                         *CURRENT SURVEY CONTROL
 EJ1289  ___________________________________________________________________
 EJ1289* NAD 83(1986)-  34 29 34.     (N)    093 06 53.     (W)     SCALED    
 EJ1289* NAVD 88     -       145.328  (meters)     476.80   (feet)  ADJUSTED  
 EJ1289  ___________________________________________________________________
 EJ1289  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EJ1289  DYNAMIC HT  -         145.184 (meters)     476.32  (feet)  COMP
 EJ1289  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 EJ1289
 EJ1289  VERT ORDER  -  SECOND    CLASS 0
 EJ1289
 EJ1289.The horizontal coordinates were scaled from a topographic map and have
 EJ1289.an estimated accuracy of +/- 6 seconds.
 EJ1289
 EJ1289.The orthometric height was determined by differential leveling
 EJ1289.and adjusted by the National Geodetic Survey in June 1991..
 EJ1289
 EJ1289.The geoid height was determined by GEOID03.
 EJ1289
 EJ1289.The dynamic height is computed by dividing the NAVD 88
 EJ1289.geopotential number by the normal gravity value computed on the
 EJ1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1289.degrees latitude (g = 980.6199 gals.).
 EJ1289
 EJ1289.The modeled gravity was interpolated from observed gravity values.
 EJ1289
 EJ1289;                    North         East    Units  Estimated Accuracy
 EJ1289;SPC AR S     -   603,100.      297,620.      MT  (+/- 180 meters Scaled)
 EJ1289
 EJ1289                          SUPERSEDED SURVEY CONTROL
 EJ1289
 EJ1289  NGVD 29 (??/??/92)  145.320  (m)          476.77   (f) ADJ UNCH    2 0
 EJ1289
 EJ1289.Superseded values are not recommended for survey control.
 EJ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1289.See file dsdata.txt to determine how the superseded data were derived.
 EJ1289
 EJ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU894168(NAD 83)
 EJ1289_MARKER: DB = BENCH MARK DISK
 EJ1289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1289_SP_SET: CULVERT
 EJ1289_STAMPING: R 161 1935
 EJ1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1289
 EJ1289  HISTORY     - Date     Condition        Report By
 EJ1289  HISTORY     - 1935     MONUMENTED       CGS
 EJ1289  HISTORY     - 1965     GOOD             NGS
 EJ1289  HISTORY     - 20040310 MARK NOT FOUND   ARHD
 EJ1289
 EJ1289                          STATION DESCRIPTION
 EJ1289
 EJ1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1289'3.7 MI W FROM HOT SPRINGS.
 EJ1289'3.7 MILES WEST ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE AT HOT
 EJ1289'SPRINGS, GARLAND COUNTY, 0.9 MILE EAST OF THE JUNCTION OF THE CEDAR
 EJ1289'GLADES-HOT SPRINGS ROAD, 0.4 MILE EAST OF A CONCRETE BRIDGE OVER BULL
 EJ1289'BAYOU, 200 FEET EAST OF A RAILROAD CROSSING, AT A CONCRETE CULVERT, IN
 EJ1289'THE TOP OF THE NORTH HEAD WALL, 17 FEET NORTH OF THE CENTER LINE OF
 EJ1289'THE HIGHWAY, AND 1.3 FEET EAST OF THE WEST END OF THE HEAD WALL. A
 EJ1289'STANDARD DISK, STAMPED R 161 1935.
 EJ1289
 EJ1289                          STATION RECOVERY (2004)
 EJ1289
 EJ1289'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EJ1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1040 ***********************************************************************
 EJ1040  DESIGNATION -  R 162
 EJ1040  PID         -  EJ1040
 EJ1040  STATE/COUNTY-  AR/GARLAND
 EJ1040  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1040
 EJ1040                         *CURRENT SURVEY CONTROL
 EJ1040  ___________________________________________________________________
 EJ1040* NAD 83(1986)-  34 30 38.     (N)    093 16 33.     (W)     SCALED    
 EJ1040* NAVD 88     -       169.974  (meters)     557.66   (feet)  ADJUSTED  
 EJ1040  ___________________________________________________________________
 EJ1040  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EJ1040  DYNAMIC HT  -         169.805 (meters)     557.10  (feet)  COMP
 EJ1040  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 EJ1040
 EJ1040  VERT ORDER  -  SECOND    CLASS 0
 EJ1040
 EJ1040.The horizontal coordinates were scaled from a topographic map and have
 EJ1040.an estimated accuracy of +/- 6 seconds.
 EJ1040
 EJ1040.The orthometric height was determined by differential leveling
 EJ1040.and adjusted by the National Geodetic Survey in June 1991..
 EJ1040
 EJ1040.The geoid height was determined by GEOID03.
 EJ1040
 EJ1040.The dynamic height is computed by dividing the NAVD 88
 EJ1040.geopotential number by the normal gravity value computed on the
 EJ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1040.degrees latitude (g = 980.6199 gals.).
 EJ1040
 EJ1040.The modeled gravity was interpolated from observed gravity values.
 EJ1040
 EJ1040;                    North         East    Units  Estimated Accuracy
 EJ1040;SPC AR S     -   605,240.      282,850.      MT  (+/- 180 meters Scaled)
 EJ1040
 EJ1040                          SUPERSEDED SURVEY CONTROL
 EJ1040
 EJ1040  NGVD 29 (??/??/92)  169.950  (m)          557.58   (f) ADJ UNCH    2 0
 EJ1040
 EJ1040.Superseded values are not recommended for survey control.
 EJ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1040.See file dsdata.txt to determine how the superseded data were derived.
 EJ1040
 EJ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU746188(NAD 83)
 EJ1040_MARKER: DB = BENCH MARK DISK
 EJ1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1040_SP_SET: CULVERT
 EJ1040_STAMPING: R 162 1935
 EJ1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1040+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 EJ1040
 EJ1040  HISTORY     - Date     Condition        Report By
 EJ1040  HISTORY     - 1935     MONUMENTED       CGS
 EJ1040  HISTORY     - 1989     GOOD             USPSQD
 EJ1040  HISTORY     - 20020425 GOOD             ARHD
 EJ1040  HISTORY     - 20050513 GOOD             GEOCAC
 EJ1040
 EJ1040                          STATION DESCRIPTION
 EJ1040
 EJ1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1040'3.7 MI E FROM CRYSTAL SPRINGS.
 EJ1040'3.7 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE PUBLIC SCHOOL AT
 EJ1040'CRYSTAL SPRINGS, GARLAND COUNTY, AT THE JUNCTION OF A ROAD LEADING
 EJ1040'SOUTHEAST TO U.S. HIGHWAY 70, 75 FEET EAST OF THE CENTER LINE OF THE
 EJ1040'SIDE ROAD, 12.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT A
 EJ1040'DOUBLE CONCRETE CULVERT, IN THE TOP OF THE NORTH HEAD WALL, AND 0.6
 EJ1040'FOOT EAST OF THE WEST END.  A STANDARD DISK, STAMPED R 162 1935.
 EJ1040
 EJ1040                          STATION RECOVERY (1989)
 EJ1040
 EJ1040'RECOVERY NOTE BY US POWER SQUADRON 1989 (JFA)
 EJ1040'RECOVERED IN GOOD CONDITION.
 EJ1040
 EJ1040                          STATION RECOVERY (2002)
 EJ1040
 EJ1040'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2002
 EJ1040'RECOVERED IN GOOD CONDITION.
 EJ1040
 EJ1040                          STATION RECOVERY (2005)
 EJ1040
 EJ1040'RECOVERY NOTE BY GEOCACHING 2005 (KLC)
 EJ1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1492 ***********************************************************************
 EJ1492  DESIGNATION -  R 163
 EJ1492  PID         -  EJ1492
 EJ1492  STATE/COUNTY-  AR/MONTGOMERY
 EJ1492  USGS QUAD   -  REED MOUNTAIN (1986)
 EJ1492
 EJ1492                         *CURRENT SURVEY CONTROL
 EJ1492  ___________________________________________________________________
 EJ1492* NAD 83(1986)-  34 32 04.     (N)    093 30 36.     (W)     SCALED    
 EJ1492* NAVD 88     -       184.702  (meters)     605.98   (feet)  ADJUSTED  
 EJ1492  ___________________________________________________________________
 EJ1492  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 EJ1492  DYNAMIC HT  -         184.517 (meters)     605.37  (feet)  COMP
 EJ1492  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 EJ1492
 EJ1492  VERT ORDER  -  SECOND    CLASS 0
 EJ1492
 EJ1492.The horizontal coordinates were scaled from a topographic map and have
 EJ1492.an estimated accuracy of +/- 6 seconds.
 EJ1492
 EJ1492.The orthometric height was determined by differential leveling
 EJ1492.and adjusted by the National Geodetic Survey in June 1991..
 EJ1492
 EJ1492.The geoid height was determined by GEOID03.
 EJ1492
 EJ1492.The dynamic height is computed by dividing the NAVD 88
 EJ1492.geopotential number by the normal gravity value computed on the
 EJ1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1492.degrees latitude (g = 980.6199 gals.).
 EJ1492
 EJ1492.The modeled gravity was interpolated from observed gravity values.
 EJ1492
 EJ1492;                    North         East    Units  Estimated Accuracy
 EJ1492;SPC AR S     -   608,190.      261,390.      MT  (+/- 180 meters Scaled)
 EJ1492
 EJ1492                          SUPERSEDED SURVEY CONTROL
 EJ1492
 EJ1492  NGVD 29 (??/??/92)  184.658  (m)          605.83   (f) ADJ UNCH    2 0
 EJ1492
 EJ1492.Superseded values are not recommended for survey control.
 EJ1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1492.See file dsdata.txt to determine how the superseded data were derived.
 EJ1492
 EJ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU531215(NAD 83)
 EJ1492_MARKER: DB = BENCH MARK DISK
 EJ1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1492_SP_SET: CULVERT
 EJ1492_STAMPING: R 163 1935
 EJ1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1492+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 EJ1492
 EJ1492  HISTORY     - Date     Condition        Report By
 EJ1492  HISTORY     - 1935     MONUMENTED       CGS
 EJ1492  HISTORY     - 1961     GOOD             NGS
 EJ1492  HISTORY     - 20030501 GOOD             ARHD
 EJ1492
 EJ1492                          STATION DESCRIPTION
 EJ1492
 EJ1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1492'7.9 MI E FROM MOUNT IDA.
 EJ1492'7.9 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE AT MOUNT
 EJ1492'IDA, MONTGOMERY COUNTY, 0.7 MILE EAST OF A CONCRETE BRIDGE OVER TWIN
 EJ1492'CREEK, AT A DOUBLE BOX CULVERT, IN THE TOP OF THE EAST END OF THE
 EJ1492'SOUTH CONCRETE HEAD WALL, 18 FEET SOUTH OF THE CENTER LINE OF THE
 EJ1492'HIGHWAY, AND 1 FOOT WEST OF THE EAST END OF THE HEAD WALL.  A STANDARD
 EJ1492'DISK, STAMPED R 163 1935.
 EJ1492
 EJ1492                          STATION RECOVERY (2003)
 EJ1492
 EJ1492'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1380 ***********************************************************************
 FF1380  DESIGNATION -  R 164
 FF1380  PID         -  FF1380
 FF1380  STATE/COUNTY-  AR/WHITE
 FF1380  USGS QUAD   -  KENSETT (1994)
 FF1380
 FF1380                         *CURRENT SURVEY CONTROL
 FF1380  ___________________________________________________________________
 FF1380* NAD 83(1986)-  35 08 31.     (N)    091 39 43.     (W)     SCALED    
 FF1380* NAVD 88     -        65.796  (meters)     215.87   (feet)  ADJUSTED  
 FF1380  ___________________________________________________________________
 FF1380  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1380  DYNAMIC HT  -          65.736 (meters)     215.67  (feet)  COMP
 FF1380  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 FF1380
 FF1380  VERT ORDER  -  FIRST     CLASS II
 FF1380
 FF1380.The horizontal coordinates were scaled from a topographic map and have
 FF1380.an estimated accuracy of +/- 6 seconds.
 FF1380
 FF1380.The orthometric height was determined by differential leveling
 FF1380.and adjusted by the National Geodetic Survey in June 1991..
 FF1380
 FF1380.The geoid height was determined by GEOID03.
 FF1380
 FF1380.The dynamic height is computed by dividing the NAVD 88
 FF1380.geopotential number by the normal gravity value computed on the
 FF1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1380.degrees latitude (g = 980.6199 gals.).
 FF1380
 FF1380.The modeled gravity was interpolated from observed gravity values.
 FF1380
 FF1380;                    North         East    Units  Estimated Accuracy
 FF1380;SPC AR N     -    89,760.      430,810.      MT  (+/- 180 meters Scaled)
 FF1380
 FF1380                          SUPERSEDED SURVEY CONTROL
 FF1380
 FF1380  NGVD 29 (??/??/??)   65.767  (m)          215.77   (f) ADJUSTED    1 2
 FF1380
 FF1380.Superseded values are not recommended for survey control.
 FF1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1380.See file dsdata.txt to determine how the superseded data were derived.
 FF1380
 FF1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU218896(NAD 83)
 FF1380_MARKER: DB = BENCH MARK DISK
 FF1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1380_STAMPING: R 164 1955
 FF1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1380+STABILITY: SURFACE MOTION
 FF1380
 FF1380  HISTORY     - Date     Condition        Report By
 FF1380  HISTORY     - 1955     MONUMENTED       CGS
 FF1380  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1380
 FF1380                          STATION DESCRIPTION
 FF1380
 FF1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1380'1.6 MI NW FROM GRIFFITHVILLE.
 FF1380'1.6 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1380'RAILROAD FROM THE STATION AT GRIFFITHVILLE, 0.25 MILE SOUTHEAST
 FF1380'OF MILEPOST 29, AT A DIRT ROAD CROSSING, 55 FEET NORTHEAST OF
 FF1380'THE NORTHEAST RAIL, 38 FEET NORTHWEST OF AN 18 INCH OAK TREE,
 FF1380'24 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 12 FEET
 FF1380'WEST OF A FENCE, 7.7 FEET SOUTH OF A 14 INCH GUM TREE, 2 FEET
 FF1380'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FF1380'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FF1380
 FF1380                          STATION RECOVERY (2003)
 FF1380
 FF1380'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1619 ***********************************************************************
 FF1619  DESIGNATION -  R 165
 FF1619  PID         -  FF1619
 FF1619  STATE/COUNTY-  AR/INDEPENDENCE
 FF1619  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1619
 FF1619                         *CURRENT SURVEY CONTROL
 FF1619  ___________________________________________________________________
 FF1619* NAD 83(1986)-  35 52 26.     (N)    091 32 57.     (W)     SCALED    
 FF1619* NAVD 88     -       188.588  (meters)     618.73   (feet)  ADJUSTED  
 FF1619  ___________________________________________________________________
 FF1619  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF1619  DYNAMIC HT  -         188.424 (meters)     618.19  (feet)  COMP
 FF1619  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 FF1619
 FF1619  VERT ORDER  -  SECOND    CLASS 0
 FF1619
 FF1619.The horizontal coordinates were scaled from a topographic map and have
 FF1619.an estimated accuracy of +/- 6 seconds.
 FF1619
 FF1619.The orthometric height was determined by differential leveling
 FF1619.and adjusted by the National Geodetic Survey in June 1991..
 FF1619
 FF1619.The geoid height was determined by GEOID03.
 FF1619
 FF1619.The dynamic height is computed by dividing the NAVD 88
 FF1619.geopotential number by the normal gravity value computed on the
 FF1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1619.degrees latitude (g = 980.6199 gals.).
 FF1619
 FF1619.The modeled gravity was interpolated from observed gravity values.
 FF1619
 FF1619;                    North         East    Units  Estimated Accuracy
 FF1619;SPC AR N     -   171,010.      440,710.      MT  (+/- 180 meters Scaled)
 FF1619
 FF1619                          SUPERSEDED SURVEY CONTROL
 FF1619
 FF1619  NGVD 29 (??/??/??)  188.512  (m)          618.48   (f) ADJUSTED    2 0
 FF1619
 FF1619.Superseded values are not recommended for survey control.
 FF1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1619.See file dsdata.txt to determine how the superseded data were derived.
 FF1619
 FF1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV309709(NAD 83)
 FF1619_MARKER: DB = BENCH MARK DISK
 FF1619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1619_SP_SET: CULVERT
 FF1619_STAMPING: R 165 1955
 FF1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1619
 FF1619  HISTORY     - Date     Condition        Report By
 FF1619  HISTORY     - 1955     MONUMENTED       CGS
 FF1619
 FF1619                          STATION DESCRIPTION
 FF1619
 FF1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1619'10.1 MI NE FROM BATESVILLE.
 FF1619'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1619'AT BATESVILLE, THENCE 9.35 MILES NORTHEAST ALONG STATE HIGHWAY
 FF1619'11, 151 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 20
 FF1619'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 FF1619'NORTH END OF THE WEST HEADWALL OF A LARGE CONCRETE CULVERT OVER
 FF1619'DODIE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0625 ***********************************************************************
 GE0625  DESIGNATION -  R 166
 GE0625  PID         -  GE0625
 GE0625  STATE/COUNTY-  AR/SHARP
 GE0625  USGS QUAD   -  ASH FLAT (1980)
 GE0625
 GE0625                         *CURRENT SURVEY CONTROL
 GE0625  ___________________________________________________________________
 GE0625* NAD 83(1986)-  36 11 23.     (N)    091 37 14.     (W)     SCALED    
 GE0625* NAVD 88     -       238.549  (meters)     782.64   (feet)  ADJUSTED  
 GE0625  ___________________________________________________________________
 GE0625  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GE0625  DYNAMIC HT  -         238.348 (meters)     781.98  (feet)  COMP
 GE0625  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 GE0625
 GE0625  VERT ORDER  -  SECOND    CLASS 0
 GE0625
 GE0625.The horizontal coordinates were scaled from a topographic map and have
 GE0625.an estimated accuracy of +/- 6 seconds.
 GE0625
 GE0625.The orthometric height was determined by differential leveling
 GE0625.and adjusted by the National Geodetic Survey in June 1991..
 GE0625
 GE0625.The geoid height was determined by GEOID03.
 GE0625
 GE0625.The dynamic height is computed by dividing the NAVD 88
 GE0625.geopotential number by the normal gravity value computed on the
 GE0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0625.degrees latitude (g = 980.6199 gals.).
 GE0625
 GE0625.The modeled gravity was interpolated from observed gravity values.
 GE0625
 GE0625;                    North         East    Units  Estimated Accuracy
 GE0625;SPC AR N     -   206,020.      434,130.      MT  (+/- 180 meters Scaled)
 GE0625
 GE0625                          SUPERSEDED SURVEY CONTROL
 GE0625
 GE0625  NGVD 29 (??/??/92)  238.447  (m)          782.30   (f) ADJ UNCH    2 0
 GE0625
 GE0625.Superseded values are not recommended for survey control.
 GE0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0625.See file dsdata.txt to determine how the superseded data were derived.
 GE0625
 GE0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA240058(NAD 83)
 GE0625_MARKER: DB = BENCH MARK DISK
 GE0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0625_STAMPING: R 166 1955
 GE0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0625+STABILITY: SURFACE MOTION
 GE0625
 GE0625  HISTORY     - Date     Condition        Report By
 GE0625  HISTORY     - 1955     MONUMENTED       CGS
 GE0625
 GE0625                          STATION DESCRIPTION
 GE0625
 GE0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0625'3.1 MI S FROM ASH FLAT.
 GE0625'3.1 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL AT
 GE0625'ASH FLAT, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 103
 GE0625'FEET NORTH OF A POWER POLE, 37 FEET NORTH OF THE CENTER LINE OF
 GE0625'A PRIVATE DRIVEWAY LEADING TO A FARMHOUSE, 7 FEET SOUTH OF A
 GE0625'FENCE CORNER, 2.5 FEET WEST OF A FENCE, 2.8 FEET SOUTH OF A
 GE0625'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GE0625'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0621 ***********************************************************************
 GE0621  DESIGNATION -  R 167
 GE0621  PID         -  GE0621
 GE0621  STATE/COUNTY-  AR/SHARP
 GE0621  USGS QUAD   -  ASH FLAT (1980)
 GE0621
 GE0621                         *CURRENT SURVEY CONTROL
 GE0621  ___________________________________________________________________
 GE0621* NAD 83(1986)-  36 12 56.     (N)    091 36 25.     (W)     SCALED    
 GE0621* NAVD 88     -       169.500  (meters)     556.10   (feet)  ADJUSTED  
 GE0621  ___________________________________________________________________
 GE0621  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GE0621  DYNAMIC HT  -         169.357 (meters)     555.63  (feet)  COMP
 GE0621  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 GE0621
 GE0621  VERT ORDER  -  SECOND    CLASS 0
 GE0621
 GE0621.The horizontal coordinates were scaled from a topographic map and have
 GE0621.an estimated accuracy of +/- 6 seconds.
 GE0621
 GE0621.The orthometric height was determined by differential leveling
 GE0621.and adjusted by the National Geodetic Survey in June 1991..
 GE0621
 GE0621.The geoid height was determined by GEOID03.
 GE0621
 GE0621.The dynamic height is computed by dividing the NAVD 88
 GE0621.geopotential number by the normal gravity value computed on the
 GE0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0621.degrees latitude (g = 980.6199 gals.).
 GE0621
 GE0621.The modeled gravity was interpolated from observed gravity values.
 GE0621
 GE0621;                    North         East    Units  Estimated Accuracy
 GE0621;SPC AR N     -   208,890.      435,340.      MT  (+/- 180 meters Scaled)
 GE0621
 GE0621                          SUPERSEDED SURVEY CONTROL
 GE0621
 GE0621  NGVD 29 (??/??/92)  169.397  (m)          555.76   (f) ADJ UNCH    2 0
 GE0621
 GE0621.Superseded values are not recommended for survey control.
 GE0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0621.See file dsdata.txt to determine how the superseded data were derived.
 GE0621
 GE0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA252087(NAD 83)
 GE0621_MARKER: DB = BENCH MARK DISK
 GE0621_SETTING: 66 = SET IN ROCK OUTCROP
 GE0621_SP_SET: ROCK LEDGE
 GE0621_STAMPING: R 167 1955
 GE0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0621+STABILITY: POSITION/ELEVATION WELL
 GE0621
 GE0621  HISTORY     - Date     Condition        Report By
 GE0621  HISTORY     - 1955     MONUMENTED       CGS
 GE0621  HISTORY     - 1988     GOOD             USPSQD
 GE0621
 GE0621                          STATION DESCRIPTION
 GE0621
 GE0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0621'0.8 MI S FROM ASH FLAT.
 GE0621'0.8 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL AT
 GE0621'ASH FLAT, 76 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GE0621'61 FEET SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE BRIDGE OVER
 GE0621'BIG CREEK, 15.6 FEET SOUTHWEST OF A FENCE, 17.4 FEET WEST OF A
 GE0621'16 INCH OAK TREE, 5 FEET BELOW THE LEVEL OF THE HIGHWAY, 2 FEET
 GE0621'SOUTHEAST OF THE NORTHWEST EDGE OF A ROCK LEDGE, SET IN THE TOP
 GE0621'OF A ROCK LEDGE.
 GE0621
 GE0621                          STATION RECOVERY (1988)
 GE0621
 GE0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GE0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1213 ***********************************************************************
 EH1213  DESIGNATION -  R 168
 EH1213  PID         -  EH1213
 EH1213  STATE/COUNTY-  AR/MONROE
 EH1213  USGS QUAD   -  CLARENDON (1968)
 EH1213
 EH1213                         *CURRENT SURVEY CONTROL
 EH1213  ___________________________________________________________________
 EH1213* NAD 83(1986)-  34 41 47.     (N)    091 18 07.     (W)     SCALED    
 EH1213* NAVD 88     -        52.527  (meters)     172.33   (feet)  ADJUSTED  
 EH1213  ___________________________________________________________________
 EH1213  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1213  DYNAMIC HT  -          52.477 (meters)     172.17  (feet)  COMP
 EH1213  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 EH1213
 EH1213  VERT ORDER  -  FIRST     CLASS II
 EH1213
 EH1213.The horizontal coordinates were scaled from a topographic map and have
 EH1213.an estimated accuracy of +/- 6 seconds.
 EH1213
 EH1213.The orthometric height was determined by differential leveling
 EH1213.and adjusted by the National Geodetic Survey in June 1991..
 EH1213
 EH1213.The geoid height was determined by GEOID03.
 EH1213
 EH1213.The dynamic height is computed by dividing the NAVD 88
 EH1213.geopotential number by the normal gravity value computed on the
 EH1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1213.degrees latitude (g = 980.6199 gals.).
 EH1213
 EH1213.The modeled gravity was interpolated from observed gravity values.
 EH1213
 EH1213;                    North         East    Units  Estimated Accuracy
 EH1213;SPC AR S     -   625,350.      463,960.      MT  (+/- 180 meters Scaled)
 EH1213
 EH1213                          SUPERSEDED SURVEY CONTROL
 EH1213
 EH1213  NGVD 29 (??/??/??)   52.547  (m)          172.40   (f) ADJUSTED    1 2
 EH1213
 EH1213.Superseded values are not recommended for survey control.
 EH1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1213.See file dsdata.txt to determine how the superseded data were derived.
 EH1213
 EH1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU555406(NAD 83)
 EH1213_MARKER: DB = BENCH MARK DISK
 EH1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1213_STAMPING: R 168 1955
 EH1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1213+STABILITY: SURFACE MOTION
 EH1213
 EH1213  HISTORY     - Date     Condition        Report By
 EH1213  HISTORY     - 1955     MONUMENTED       CGS
 EH1213  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1213
 EH1213                          STATION DESCRIPTION
 EH1213
 EH1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1213'IN CLARENDON.
 EH1213'AT CLARENDON, ABOUT 0.35 MILE NORTHEAST ALONG THE ST. LOUIS
 EH1213'SOUTHWESTERN RAILWAY FROM THE STATION, AT CROSSING OF WALKER STREET,
 EH1213'138 1/2 FEET NORTH-NORTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND
 EH1213'WALKER STREET, 60 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 24
 EH1213'1/2 FEET SOUTHEAST OF CENTER LINE OF NORTH 11TH STREET WHICH PARALLELS
 EH1213'THE TRACK, 3.3 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT 5 FEET BELOW
 EH1213'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 EH1213'GROUND.
 EH1213
 EH1213                          STATION RECOVERY (2003)
 EH1213
 EH1213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0953 ***********************************************************************
 EH0953  DESIGNATION -  R 169
 EH0953  PID         -  EH0953
 EH0953  STATE/COUNTY-  AR/ST FRANCIS
 EH0953  USGS QUAD   -  PALESTINE (1984)
 EH0953
 EH0953                         *CURRENT SURVEY CONTROL
 EH0953  ___________________________________________________________________
 EH0953* NAD 83(1986)-  34 58 06.     (N)    090 55 12.     (W)     SCALED    
 EH0953* NAVD 88     -        64.060  (meters)     210.17   (feet)  ADJUSTED  
 EH0953  ___________________________________________________________________
 EH0953  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0953  DYNAMIC HT  -          64.002 (meters)     209.98  (feet)  COMP
 EH0953  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 EH0953
 EH0953  VERT ORDER  -  FIRST     CLASS II
 EH0953
 EH0953.The horizontal coordinates were scaled from a topographic map and have
 EH0953.an estimated accuracy of +/- 6 seconds.
 EH0953
 EH0953.The orthometric height was determined by differential leveling
 EH0953.and adjusted by the National Geodetic Survey in June 1991..
 EH0953
 EH0953.The geoid height was determined by GEOID03.
 EH0953
 EH0953.The dynamic height is computed by dividing the NAVD 88
 EH0953.geopotential number by the normal gravity value computed on the
 EH0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0953.degrees latitude (g = 980.6199 gals.).
 EH0953
 EH0953.The modeled gravity was interpolated from observed gravity values.
 EH0953
 EH0953;                    North         East    Units  Estimated Accuracy
 EH0953;SPC AR N     -    70,990.      498,630.      MT  (+/- 180 meters Scaled)
 EH0953
 EH0953                          SUPERSEDED SURVEY CONTROL
 EH0953
 EH0953  NGVD 29 (??/??/??)   64.055  (m)          210.15   (f) ADJUSTED    1 2
 EH0953
 EH0953.Superseded values are not recommended for survey control.
 EH0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0953.See file dsdata.txt to determine how the superseded data were derived.
 EH0953
 EH0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU898715(NAD 83)
 EH0953_MARKER: DB = BENCH MARK DISK
 EH0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0953_SP_SET: CULVERT
 EH0953_STAMPING: R 169 1955
 EH0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0953+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0953
 EH0953  HISTORY     - Date     Condition        Report By
 EH0953  HISTORY     - 1955     MONUMENTED       CGS
 EH0953  HISTORY     - 20030331 GOOD             USACE
 EH0953
 EH0953                          STATION DESCRIPTION
 EH0953
 EH0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0953'1.1 MI SW FROM PALESTINE.
 EH0953'ABOUT 1.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0953'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0953'0.15 MILE NORTHEAST OF MILE POST 53, 93 1/2 FEET SOUTHEAST OF
 EH0953'SOUTHEAST RAIL, 26 FEET NORTHWEST OF CENTER LINE OF U. S. HIGHWAY 70,
 EH0953'IN THE TOP OF SOUTHWEST END OF NORTHWEST HEADWALL OF AN 8-FOOT
 EH0953'CONCRETE CULVERT UNDER HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 EH0953
 EH0953                          STATION RECOVERY (2003)
 EH0953
 EH0953'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1241 ***********************************************************************
 EH1241  DESIGNATION -  R 170
 EH1241  PID         -  EH1241
 EH1241  STATE/COUNTY-  AR/MONROE
 EH1241  USGS QUAD   -  KEEVIL (1971)
 EH1241
 EH1241                         *CURRENT SURVEY CONTROL
 EH1241  ___________________________________________________________________
 EH1241* NAD 83(1986)-  34 51 20.     (N)    091 13 16.     (W)     SCALED    
 EH1241* NAVD 88     -        56.623  (meters)     185.77   (feet)  ADJUSTED  
 EH1241  ___________________________________________________________________
 EH1241  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1241  DYNAMIC HT  -          56.571 (meters)     185.60  (feet)  COMP
 EH1241  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 EH1241
 EH1241  VERT ORDER  -  FIRST     CLASS II
 EH1241
 EH1241.The horizontal coordinates were scaled from a topographic map and have
 EH1241.an estimated accuracy of +/- 6 seconds.
 EH1241
 EH1241.The orthometric height was determined by differential leveling
 EH1241.and adjusted by the National Geodetic Survey in June 1991..
 EH1241
 EH1241.The geoid height was determined by GEOID03.
 EH1241
 EH1241.The dynamic height is computed by dividing the NAVD 88
 EH1241.geopotential number by the normal gravity value computed on the
 EH1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1241.degrees latitude (g = 980.6199 gals.).
 EH1241
 EH1241.The modeled gravity was interpolated from observed gravity values.
 EH1241
 EH1241;                    North         East    Units  Estimated Accuracy
 EH1241;SPC AR S     -   643,060.      471,230.      MT  (+/- 180 meters Scaled)
 EH1241
 EH1241                          SUPERSEDED SURVEY CONTROL
 EH1241
 EH1241  NGVD 29 (??/??/??)   56.628  (m)          185.79   (f) ADJUSTED    1 2
 EH1241
 EH1241.Superseded values are not recommended for survey control.
 EH1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1241.See file dsdata.txt to determine how the superseded data were derived.
 EH1241
 EH1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU626584(NAD 83)
 EH1241_MARKER: DB = BENCH MARK DISK
 EH1241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1241_SP_SET: CULVERT
 EH1241_STAMPING: R 170 1935
 EH1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1241+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 EH1241
 EH1241  HISTORY     - Date     Condition        Report By
 EH1241  HISTORY     - 1955     MONUMENTED       CGS
 EH1241  HISTORY     - 20030424 GOOD             USACE
 EH1241
 EH1241                          STATION DESCRIPTION
 EH1241
 EH1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1241'2.85 MI SW FROM BRINKLEY.
 EH1241'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION
 EH1241'OF MAIN AND CYPRESS STREETS AT BRINKLEY, ABOUT 0.45 MILE NORTHEAST OF
 EH1241'HIGHWAY BRIDGE OVER BURNT CREEK, IN THE TOP OF NORTHEAST END OF
 EH1241'SOUTHEAST HEAD WALL OF A 5-FOOT CONCRETE CULVERT UNDER HIGHWAY, 25
 EH1241'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT BELOW
 EH1241'LEVEL OF HIGHWAY.
 EH1241
 EH1241                          STATION RECOVERY (2003)
 EH1241
 EH1241'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0916 ***********************************************************************
 EH0916  DESIGNATION -  R 172
 EH0916  PID         -  EH0916
 EH0916  STATE/COUNTY-  AR/PHILLIPS
 EH0916  USGS QUAD   -  HELENA (1982)
 EH0916
 EH0916                         *CURRENT SURVEY CONTROL
 EH0916  ___________________________________________________________________
 EH0916* NAD 83(1986)-  34 32 10.     (N)    090 36 30.     (W)     SCALED    
 EH0916* NAVD 88     -        97.785  (meters)     320.82   (feet)  ADJUSTED  
 EH0916  ___________________________________________________________________
 EH0916  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH0916  DYNAMIC HT  -          97.690 (meters)     320.50  (feet)  COMP
 EH0916  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 EH0916
 EH0916  VERT ORDER  -  FIRST     CLASS II
 EH0916
 EH0916.The horizontal coordinates were scaled from a topographic map and have
 EH0916.an estimated accuracy of +/- 6 seconds.
 EH0916
 EH0916.The orthometric height was determined by differential leveling
 EH0916.and adjusted by the National Geodetic Survey in June 1991..
 EH0916
 EH0916.The geoid height was determined by GEOID03.
 EH0916
 EH0916.The dynamic height is computed by dividing the NAVD 88
 EH0916.geopotential number by the normal gravity value computed on the
 EH0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0916.degrees latitude (g = 980.6199 gals.).
 EH0916
 EH0916.The modeled gravity was interpolated from observed gravity values.
 EH0916
 EH0916;                    North         East    Units  Estimated Accuracy
 EH0916;SPC AR S     -   608,220.      527,750.      MT  (+/- 180 meters Scaled)
 EH0916
 EH0916                          SUPERSEDED SURVEY CONTROL
 EH0916
 EH0916  NGVD 29 (??/??/??)   97.822  (m)          320.94   (f) ADJUSTED    1 2
 EH0916
 EH0916.Superseded values are not recommended for survey control.
 EH0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0916.See file dsdata.txt to determine how the superseded data were derived.
 EH0916
 EH0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU194242(NAD 83)
 EH0916_MARKER: DB = BENCH MARK DISK
 EH0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0916_SP_SET: BUILDING
 EH0916_STAMPING: R 172 1956
 EH0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0916+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0916
 EH0916  HISTORY     - Date     Condition        Report By
 EH0916  HISTORY     - 1956     MONUMENTED       CGS
 EH0916  HISTORY     - 1976     GOOD             NGS
 EH0916  HISTORY     - 20030402 GOOD             USACE
 EH0916
 EH0916                          STATION DESCRIPTION
 EH0916
 EH0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0916'1.85 MI SE FROM WEST HELENA.
 EH0916'ABOUT 1.85 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 EH0916'BAPTIST CHURCH AT WEST HELENA, ABOUT 0.8 MILE WEST ALONG PERRY STREET
 EH0916'FROM THE COURT HOUSE AT HELENA, THENCE ABOUT 0.8 MILE NORTHWEST ALONG
 EH0916'STATE HIGHWAY 20, ABOUT 50 YARDS SOUTHWEST OF THE TOP OF A GRADE, 38
 EH0916'FEET SOUTHEAST OF CENTER LINE OF SOUTHEAST LANE OF HIGHWAY, SET
 EH0916'VERTICALLY IN THE NORTHWEST FACE OF FERN HILL FIRE STATION BUILDING, 1
 EH0916'FOOT SOUTHWEST OF NORTH CORNER OF BUILDING AND 1.3 FEET ABOVE LEVEL OF
 EH0916'GROUND.
 EH0916
 EH0916                          STATION RECOVERY (1976)
 EH0916
 EH0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0916'RECOVERED IN GOOD CONDITION.
 EH0916
 EH0916                          STATION RECOVERY (2003)
 EH0916
 EH0916'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0916'BUILDING NOW HOUSES REPAIR SHOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0264 ***********************************************************************
 FF0264  DESIGNATION -  R 173
 FF0264  PID         -  FF0264
 FF0264  STATE/COUNTY-  AR/CRITTENDEN
 FF0264  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0264
 FF0264                         *CURRENT SURVEY CONTROL
 FF0264  ___________________________________________________________________
 FF0264* NAD 83(1986)-  35 08 42.     (N)    090 06 01.     (W)     SCALED    
 FF0264* NAVD 88     -        71.207  (meters)     233.62   (feet)  ADJUSTED  
 FF0264  ___________________________________________________________________
 FF0264  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0264  DYNAMIC HT  -          71.143 (meters)     233.41  (feet)  COMP
 FF0264  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FF0264
 FF0264  VERT ORDER  -  FIRST     CLASS I
 FF0264
 FF0264.The horizontal coordinates were scaled from a topographic map and have
 FF0264.an estimated accuracy of +/- 6 seconds.
 FF0264
 FF0264.The orthometric height was determined by differential leveling
 FF0264.and adjusted by the National Geodetic Survey in January 1995..
 FF0264
 FF0264.The geoid height was determined by GEOID03.
 FF0264
 FF0264.The dynamic height is computed by dividing the NAVD 88
 FF0264.geopotential number by the normal gravity value computed on the
 FF0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0264.degrees latitude (g = 980.6199 gals.).
 FF0264
 FF0264.The modeled gravity was interpolated from observed gravity values.
 FF0264
 FF0264;                    North         East    Units  Estimated Accuracy
 FF0264;SPC AR N     -    91,720.      573,100.      MT  (+/- 180 meters Scaled)
 FF0264
 FF0264                          SUPERSEDED SURVEY CONTROL
 FF0264
 FF0264  NAVD 88 (06/15/91)   71.231  (m)          233.70   (f) UNKNOWN     1 1
 FF0264  NGVD 29 (??/??/??)   71.215  (m)          233.64   (f) ADJUSTED    1 1
 FF0264
 FF0264.Superseded values are not recommended for survey control.
 FF0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0264.See file dsdata.txt to determine how the superseded data were derived.
 FF0264
 FF0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU641929(NAD 83)
 FF0264_MARKER: DB = BENCH MARK DISK
 FF0264_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0264_SP_SET: ABUTMENT
 FF0264_STAMPING: R 173 1956
 FF0264_MARK LOGO: CGS   
 FF0264_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0264+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF0264
 FF0264  HISTORY     - Date     Condition        Report By
 FF0264  HISTORY     - 1956     MONUMENTED       CGS
 FF0264  HISTORY     - 1976     GOOD             NGS
 FF0264  HISTORY     - 19920318 GOOD             NGS
 FF0264  HISTORY     - 20030127 GOOD             USACE
 FF0264
 FF0264                          STATION DESCRIPTION
 FF0264
 FF0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0264'0.4 MI W FROM BRIDGE JUNCTION.
 FF0264'0.4 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0264'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT BRIDGE
 FF0264'JUNCTION, ABOUT 0.1 MILE EAST OF RAILROAD CROSSING AND OPERATORS
 FF0264'TOWER AT BRIARK, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 FF0264'ABUTMENT OF A 0.25 MILE LONG CONCRETE TRESTLE, 7 FEET SOUTH OF
 FF0264'SOUTH RAIL, 0.9 FOOT SOUTHWEST OF WEST END OF SOUTH IRON PIPE
 FF0264'RAILING AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 FF0264
 FF0264                          STATION RECOVERY (1976)
 FF0264
 FF0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0264'RECOVERED IN GOOD CONDITION.
 FF0264
 FF0264                          STATION RECOVERY (1992)
 FF0264
 FF0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0264'2.8 KM (1.75 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 FF0264'JUNCTION OF INTERSTATE HIGHWAY 40 IN WEST MEMPHIS, IN TOP OF AND 1.5
 FF0264'M (4.9 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A
 FF0264'RAILROAD BRIDGE, 0.8 KM (0.50 MI) WEST OF BRIDGE JUNCTION, 2.2 M
 FF0264'(7.2 FT) SOUTH OF THE NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 FF0264'OF THE TRACK.
 FF0264
 FF0264                          STATION RECOVERY (2003)
 FF0264
 FF0264'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0139 ***********************************************************************
 FF0139  DESIGNATION -  R 174
 FF0139  PID         -  FF0139
 FF0139  STATE/COUNTY-  AR/CRITTENDEN
 FF0139  USGS QUAD   -  JERICHO (1993)
 FF0139
 FF0139                         *CURRENT SURVEY CONTROL
 FF0139  ___________________________________________________________________
 FF0139* NAD 83(1986)-  35 18 22.     (N)    090 14 04.     (W)     SCALED    
 FF0139* NAVD 88     -        69.033  (meters)     226.49   (feet)  ADJUSTED  
 FF0139  ___________________________________________________________________
 FF0139  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF0139  DYNAMIC HT  -          68.971 (meters)     226.28  (feet)  COMP
 FF0139  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 FF0139
 FF0139  VERT ORDER  -  FIRST     CLASS II
 FF0139
 FF0139.The horizontal coordinates were scaled from a topographic map and have
 FF0139.an estimated accuracy of +/- 6 seconds.
 FF0139
 FF0139.The orthometric height was determined by differential leveling
 FF0139.and adjusted by the National Geodetic Survey in June 1991..
 FF0139
 FF0139.The geoid height was determined by GEOID03.
 FF0139
 FF0139.The dynamic height is computed by dividing the NAVD 88
 FF0139.geopotential number by the normal gravity value computed on the
 FF0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0139.degrees latitude (g = 980.6199 gals.).
 FF0139
 FF0139.The modeled gravity was interpolated from observed gravity values.
 FF0139
 FF0139;                    North         East    Units  Estimated Accuracy
 FF0139;SPC AR N     -   109,360.      560,560.      MT  (+/- 180 meters Scaled)
 FF0139
 FF0139                          SUPERSEDED SURVEY CONTROL
 FF0139
 FF0139  NGVD 29 (10/05/93)   69.016  (m)          226.43   (f) ADJUSTED    1 2
 FF0139
 FF0139.Superseded values are not recommended for survey control.
 FF0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0139.See file dsdata.txt to determine how the superseded data were derived.
 FF0139
 FF0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV514104(NAD 83)
 FF0139_MARKER: DB = BENCH MARK DISK
 FF0139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0139_SP_SET: HEADWALL
 FF0139_STAMPING: R 174 1956
 FF0139_MARK LOGO: CGS   
 FF0139_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0139+STABILITY: SURFACE MOTION
 FF0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0139+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0139
 FF0139  HISTORY     - Date     Condition        Report By
 FF0139  HISTORY     - 1956     MONUMENTED       CGS
 FF0139  HISTORY     - 19920319 GOOD             NGS
 FF0139  HISTORY     - 20021024 GOOD             USACE
 FF0139
 FF0139                          STATION DESCRIPTION
 FF0139
 FF0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0139'0.4 MI SE FROM CLARKEDALE.
 FF0139'0.35 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0139'FROM THE STATION AND BLACK TOP ROAD CROSSING AT CLARKEDALE,
 FF0139'ACROSS THE TRACK FROM THE 2ND AND 3RD TELEPHONE POLE NORTHWEST
 FF0139'OF MILE POLE 467, ABOUT 112 YARDS NORTHWEST OF MILE POLE 467,
 FF0139'25 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 43 FEET
 FF0139'NORTHEAST OF CENTER LINE OF OLD U.S. HIGHWAY 63, IN THE TOP OF
 FF0139'THE SOUTHEAST END OF SOUTHWEST HEAD WALL OF A 4-FOOT CONCRETE
 FF0139'CULVERT UNDER HIGHWAY, ABOUT 3 FEET BELOW LEVEL OF TRACK AND
 FF0139'ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 FF0139
 FF0139                          STATION RECOVERY (1992)
 FF0139
 FF0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0139'8.2 KM (5.10 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM THE HIGH SCHOOL
 FF0139'IN TURRELL, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF
 FF0139'THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE BURLINGTON NORTHERN
 FF0139'RAILROAD, 13.1 M (43.0 FT) EAST OF THE HIGHWAY CENTERLINE, 7.7 M
 FF0139'(25.3 FT) WEST OF THE NEAR RAIL, AND 0.5 M (1.6 FT) ABOVE THE LEVEL
 FF0139'OF THE HIGHWAY.
 FF0139
 FF0139                          STATION RECOVERY (2002)
 FF0139
 FF0139'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0562 ***********************************************************************
 FF0562  DESIGNATION -  R 175
 FF0562  PID         -  FF0562
 FF0562  STATE/COUNTY-  AR/CROSS
 FF0562  USGS QUAD   -  HAMLIN (1984)
 FF0562
 FF0562                         *CURRENT SURVEY CONTROL
 FF0562  ___________________________________________________________________
 FF0562* NAD 83(1986)-  35 14 09.     (N)    090 56 08.     (W)     SCALED    
 FF0562* NAVD 88     -        67.324  (meters)     220.88   (feet)  ADJUSTED  
 FF0562  ___________________________________________________________________
 FF0562  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0562  DYNAMIC HT  -          67.264 (meters)     220.68  (feet)  COMP
 FF0562  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 FF0562
 FF0562  VERT ORDER  -  FIRST     CLASS II
 FF0562
 FF0562.The horizontal coordinates were scaled from a topographic map and have
 FF0562.an estimated accuracy of +/- 6 seconds.
 FF0562
 FF0562.The orthometric height was determined by differential leveling
 FF0562.and adjusted by the National Geodetic Survey in June 1991..
 FF0562
 FF0562.The geoid height was determined by GEOID03.
 FF0562
 FF0562.The dynamic height is computed by dividing the NAVD 88
 FF0562.geopotential number by the normal gravity value computed on the
 FF0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0562.degrees latitude (g = 980.6199 gals.).
 FF0562
 FF0562.The modeled gravity was interpolated from observed gravity values.
 FF0562
 FF0562;                    North         East    Units  Estimated Accuracy
 FF0562;SPC AR N     -   100,650.      496,890.      MT  (+/- 180 meters Scaled)
 FF0562
 FF0562                          SUPERSEDED SURVEY CONTROL
 FF0562
 FF0562  NGVD 29 (??/??/??)   67.291  (m)          220.77   (f) ADJUSTED    1 2
 FF0562
 FF0562.Superseded values are not recommended for survey control.
 FF0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0562.See file dsdata.txt to determine how the superseded data were derived.
 FF0562
 FF0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV878011(NAD 83)
 FF0562_MARKER: DB = BENCH MARK DISK
 FF0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0562_STAMPING: R 175 1956
 FF0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0562+STABILITY: SURFACE MOTION
 FF0562
 FF0562  HISTORY     - Date     Condition        Report By
 FF0562  HISTORY     - 1956     MONUMENTED       CGS
 FF0562  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0562
 FF0562                          STATION DESCRIPTION
 FF0562
 FF0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0562'5.5 MI E FROM FAIROAKS.
 FF0562'ABOUT 5.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0562'THE STATION AT FAIROAKS, ABOUT 0.5 MILE WEST OF ROAD CROSSING
 FF0562'AT HAMLIN, 46 1/2 FEET NORTH OF NORTH RAIL, 41 1/2 FEET
 FF0562'EAST-NORTHEAST OF TELEPHONE POLE NO. 324/11, 1 FOOT SOUTH OF A
 FF0562'FENCE LINE, 139 FEET WEST-NORTHWEST OF TELEPHONE POLE NO. 324/12,
 FF0562'12 FEET SOUTH OF CENTER LINE OF A DIRT ROAD PARALLEL TO TRACK,
 FF0562'57 FEET SOUTHWEST AND ACROSS DIRT ROAD FROM THE WEST END OF A
 FF0562'15-INCH PIPE CULVERT UNDER A FARM DRIVE WHICH JUNCTIONS WITH
 FF0562'DIRT ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0562'4 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0562'CONCRETE POST PROJECTING 4 INCHES.
 FF0562
 FF0562                          STATION RECOVERY (1981)
 FF0562
 FF0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0853 ***********************************************************************
 EH0853  DESIGNATION -  R 176
 EH0853  PID         -  EH0853
 EH0853  STATE/COUNTY-  AR/LEE
 EH0853  USGS QUAD   -  MORO (1984)
 EH0853
 EH0853                         *CURRENT SURVEY CONTROL
 EH0853  ___________________________________________________________________
 EH0853* NAD 83(1986)-  34 45 54.     (N)    090 56 37.     (W)     SCALED    
 EH0853* NAVD 88     -        62.198  (meters)     204.06   (feet)  ADJUSTED  
 EH0853  ___________________________________________________________________
 EH0853  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH0853  DYNAMIC HT  -          62.141 (meters)     203.87  (feet)  COMP
 EH0853  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 EH0853
 EH0853  VERT ORDER  -  FIRST     CLASS II
 EH0853
 EH0853.The horizontal coordinates were scaled from a topographic map and have
 EH0853.an estimated accuracy of +/- 6 seconds.
 EH0853
 EH0853.The orthometric height was determined by differential leveling
 EH0853.and adjusted by the National Geodetic Survey in June 1991..
 EH0853
 EH0853.The geoid height was determined by GEOID03.
 EH0853
 EH0853.The dynamic height is computed by dividing the NAVD 88
 EH0853.geopotential number by the normal gravity value computed on the
 EH0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0853.degrees latitude (g = 980.6199 gals.).
 EH0853
 EH0853.The modeled gravity was interpolated from observed gravity values.
 EH0853
 EH0853;                    North         East    Units  Estimated Accuracy
 EH0853;SPC AR S     -   633,240.      496,710.      MT  (+/- 180 meters Scaled)
 EH0853
 EH0853                          SUPERSEDED SURVEY CONTROL
 EH0853
 EH0853  NGVD 29 (??/??/??)   62.209  (m)          204.10   (f) ADJUSTED    1 2
 EH0853
 EH0853.Superseded values are not recommended for survey control.
 EH0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0853.See file dsdata.txt to determine how the superseded data were derived.
 EH0853
 EH0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU881489(NAD 83)
 EH0853_MARKER: DB = BENCH MARK DISK
 EH0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0853_STAMPING: R 176 1955
 EH0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0853+STABILITY: SURFACE MOTION
 EH0853
 EH0853  HISTORY     - Date     Condition        Report By
 EH0853  HISTORY     - 1955     MONUMENTED       CGS
 EH0853  HISTORY     - 1981     MARK NOT FOUND   USGS
 EH0853
 EH0853                          STATION DESCRIPTION
 EH0853
 EH0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0853'3.95 MI SE FROM MORO.
 EH0853'ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH0853'AT MORO, THENCE ABOUT 1.3  MILES EAST ALONG U.S. HIGHWAY 79, THENCE
 EH0853'ABOUT 0.65 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.35 MILE NORTH OF AN
 EH0853'EAST-WEST CROSSROAD, 26 1/2 FEET EAST OF CENTER LINE OF ROAD, 92 FEET
 EH0853'WEST OF SOUTHWEST CORNER OF A FRAME HOUSE, 38 FEET NORTH-NORTHWEST AND
 EH0853'ACROSS A DRIVE FROM A POWER POLE WITH A TRANSFORMER, 16 1/2 FEET NORTH
 EH0853'OF CENTER LINE OF DRIVE, 1 1/2 FEET EAST OF A FENCE LINE, ABVOUT 1
 EH0853'FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 EH0853'PROJECTING 2 INCHES.
 EH0853
 EH0853                          STATION RECOVERY (1981)
 EH0853
 EH0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 EH0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1268 ***********************************************************************
 EH1268  DESIGNATION -  R 177
 EH1268  PID         -  EH1268
 EH1268  STATE/COUNTY-  AR/ST FRANCIS
 EH1268  USGS QUAD   -  WHEATLEY (1971)
 EH1268
 EH1268                         *CURRENT SURVEY CONTROL
 EH1268  ___________________________________________________________________
 EH1268* NAD 83(1986)-  34 55 34.     (N)    091 06 30.     (W)     SCALED    
 EH1268* NAVD 88     -        64.378  (meters)     211.21   (feet)  ADJUSTED  
 EH1268  ___________________________________________________________________
 EH1268  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1268  DYNAMIC HT  -          64.319 (meters)     211.02  (feet)  COMP
 EH1268  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 EH1268
 EH1268  VERT ORDER  -  FIRST     CLASS II
 EH1268
 EH1268.The horizontal coordinates were scaled from a topographic map and have
 EH1268.an estimated accuracy of +/- 6 seconds.
 EH1268
 EH1268.The orthometric height was determined by differential leveling
 EH1268.and adjusted by the National Geodetic Survey in June 1991..
 EH1268
 EH1268.The geoid height was determined by GEOID03.
 EH1268
 EH1268.The dynamic height is computed by dividing the NAVD 88
 EH1268.geopotential number by the normal gravity value computed on the
 EH1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1268.degrees latitude (g = 980.6199 gals.).
 EH1268
 EH1268.The modeled gravity was interpolated from observed gravity values.
 EH1268
 EH1268;                    North         East    Units  Estimated Accuracy
 EH1268;SPC AR N     -    66,130.      481,470.      MT  (+/- 180 meters Scaled)
 EH1268
 EH1268                          SUPERSEDED SURVEY CONTROL
 EH1268
 EH1268  NGVD 29 (??/??/??)   64.371  (m)          211.19   (f) ADJUSTED    1 2
 EH1268
 EH1268.Superseded values are not recommended for survey control.
 EH1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1268.See file dsdata.txt to determine how the superseded data were derived.
 EH1268
 EH1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU727664(NAD 83)
 EH1268_MARKER: DB = BENCH MARK DISK
 EH1268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1268_SP_SET: CATCH BASIN
 EH1268_STAMPING: R 177 1955
 EH1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1268+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 EH1268
 EH1268  HISTORY     - Date     Condition        Report By
 EH1268  HISTORY     - 1955     MONUMENTED       CGS
 EH1268  HISTORY     - 20030421 GOOD             USACE
 EH1268
 EH1268                          STATION DESCRIPTION
 EH1268
 EH1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1268'1.05 MI N FROM WHEATLEY.
 EH1268'ABOUT 1.05 MILES NORTH ALONG A GRAVEL ROAD LEADING TO HUNTER FROM THE
 EH1268'JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 78 SOUTH AT WHEATLEY, AT
 EH1268'AN EAST-WEST CROSSROAD, IN THE TOP OF THE SOUTHWEST CORNER OF A 2 BY
 EH1268'3-FOOT CONCRETE CATCH BASIN FOR A CULVERT UNDER NORTH-SOUTH ROAD, 19
 EH1268'FEET WEST OF CENTER LINE OF ROAD, 30 FEET NORTH OF CENTER LINE OF ROAD
 EH1268'WEST AND ABOUT 2 FEET ABOVE LEVEL OF ROADS.
 EH1268
 EH1268                          STATION RECOVERY (2003)
 EH1268
 EH1268'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0198 ***********************************************************************
 FF0198  DESIGNATION -  R 178
 FF0198  PID         -  FF0198
 FF0198  STATE/COUNTY-  AR/ST FRANCIS
 FF0198  USGS QUAD   -  CHATFIELD (1992)
 FF0198
 FF0198                         *CURRENT SURVEY CONTROL
 FF0198  ___________________________________________________________________
 FF0198* NAD 83(1986)-  35 04 58.     (N)    090 26 39.     (W)     SCALED    
 FF0198* NAVD 88     -        61.393  (meters)     201.42   (feet)  ADJUSTED  
 FF0198  ___________________________________________________________________
 FF0198  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF0198  DYNAMIC HT  -          61.338 (meters)     201.24  (feet)  COMP
 FF0198  MODELED GRAV-     979,734.0   (mgal)                       NAVD 88
 FF0198
 FF0198  VERT ORDER  -  FIRST     CLASS II
 FF0198
 FF0198.The horizontal coordinates were scaled from a topographic map and have
 FF0198.an estimated accuracy of +/- 6 seconds.
 FF0198
 FF0198.The orthometric height was determined by differential leveling
 FF0198.and adjusted by the National Geodetic Survey in June 1991..
 FF0198
 FF0198.The geoid height was determined by GEOID03.
 FF0198
 FF0198.The dynamic height is computed by dividing the NAVD 88
 FF0198.geopotential number by the normal gravity value computed on the
 FF0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0198.degrees latitude (g = 980.6199 gals.).
 FF0198
 FF0198.The modeled gravity was interpolated from observed gravity values.
 FF0198
 FF0198;                    North         East    Units  Estimated Accuracy
 FF0198;SPC AR N     -    84,270.      541,880.      MT  (+/- 180 meters Scaled)
 FF0198
 FF0198                          SUPERSEDED SURVEY CONTROL
 FF0198
 FF0198  NGVD 29 (??/??/??)   61.372  (m)          201.35   (f) ADJUSTED    1 2
 FF0198
 FF0198.Superseded values are not recommended for survey control.
 FF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0198.See file dsdata.txt to determine how the superseded data were derived.
 FF0198
 FF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU330852(NAD 83)
 FF0198_MARKER: DB = BENCH MARK DISK
 FF0198_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0198_SP_SET: 50 FEET
 FF0198_STAMPING: R 178 1956
 FF0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0198
 FF0198  HISTORY     - Date     Condition        Report By
 FF0198  HISTORY     - 1956     MONUMENTED       CGS
 FF0198  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0198  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0198
 FF0198                          STATION DESCRIPTION
 FF0198
 FF0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0198'3 MI NE FROM HETH.
 FF0198'ABOUT 3.05 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0198'PACIFIC RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND
 FF0198'FLAG STATION AT HETH, ABOUT 0.65 MILE NORTHEAST OF A ROAD CROSSING,
 FF0198'44.8 FEET SOUTH OF SOUTH RAIL, 127 FEET EAST-SOUTHEAST OF
 FF0198'SOUTHEAST CORNER OF TRESTLE NO. 24.0, 59 FEET EAST-SOUTHEAST OF
 FF0198'THE THIRD TELEPHONE POLE EAST OF MILE POLE 24, 79 1/2 FEET WEST
 FF0198'OF THE 4TH TELEPHONE POLE EAST OF MILE POLE 24, 33 FEET NORTH
 FF0198'OF CENTER LINE OF A DIRT ROAD PARALLEL TO TRACK, 1 1/2 FEET
 FF0198'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 1/2 FEET BELOW LEVEL
 FF0198'OF TRACK, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND IS A DISK ON TOP
 FF0198'OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND
 FF0198'SURROUNDED BY A 4-INCH TILE.  THE ROD IS DRIVEN TO A DEPTH OF
 FF0198'50-FEET IN GROUND.
 FF0198
 FF0198                          STATION RECOVERY (1977)
 FF0198
 FF0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0198'MARK NOT FOUND.
 FF0198
 FF0198                          STATION RECOVERY (1977)
 FF0198
 FF0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0747 ***********************************************************************
 FF0747  DESIGNATION -  R 179
 FF0747  PID         -  FF0747
 FF0747  STATE/COUNTY-  AR/CRAIGHEAD
 FF0747  USGS QUAD   -  JONESBORO (1983)
 FF0747
 FF0747                         *CURRENT SURVEY CONTROL
 FF0747  ___________________________________________________________________
 FF0747* NAD 83(1986)-  35 48 41.     (N)    090 38 28.     (W)     SCALED    
 FF0747* NAVD 88     -        74.878  (meters)     245.66   (feet)  ADJUSTED  
 FF0747  ___________________________________________________________________
 FF0747  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0747  DYNAMIC HT  -          74.814 (meters)     245.45  (feet)  COMP
 FF0747  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 FF0747
 FF0747  VERT ORDER  -  FIRST     CLASS II
 FF0747
 FF0747.The horizontal coordinates were scaled from a topographic map and have
 FF0747.an estimated accuracy of +/- 6 seconds.
 FF0747
 FF0747.The orthometric height was determined by differential leveling
 FF0747.and adjusted by the National Geodetic Survey in January 1995..
 FF0747
 FF0747.The geoid height was determined by GEOID03.
 FF0747
 FF0747.The dynamic height is computed by dividing the NAVD 88
 FF0747.geopotential number by the normal gravity value computed on the
 FF0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0747.degrees latitude (g = 980.6199 gals.).
 FF0747
 FF0747.The modeled gravity was interpolated from observed gravity values.
 FF0747
 FF0747;                    North         East    Units  Estimated Accuracy
 FF0747;SPC AR N     -   164,830.      522,800.      MT  (+/- 180 meters Scaled)
 FF0747
 FF0747                          SUPERSEDED SURVEY CONTROL
 FF0747
 FF0747  NAVD 88 (06/15/91)   74.894  (m)          245.71   (f) UNKNOWN     1 2
 FF0747  NGVD 29 (10/05/93)   74.800  (m)          245.41   (f) ADJUSTED    1 2
 FF0747
 FF0747.Superseded values are not recommended for survey control.
 FF0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0747.See file dsdata.txt to determine how the superseded data were derived.
 FF0747
 FF0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV131655(NAD 83)
 FF0747_MARKER: DB = BENCH MARK DISK
 FF0747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0747_SP_SET: HEADWALL
 FF0747_STAMPING: R 179 1956
 FF0747_MARK LOGO: CGS   
 FF0747_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0747+STABILITY: SURFACE MOTION
 FF0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0747+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF0747
 FF0747  HISTORY     - Date     Condition        Report By
 FF0747  HISTORY     - 1956     MONUMENTED       CGS
 FF0747  HISTORY     - 19920322 GOOD             NGS
 FF0747  HISTORY     - 20020816 GOOD             USACE
 FF0747
 FF0747                          STATION DESCRIPTION
 FF0747
 FF0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0747'0.6 MI SE FROM NETTLETON.
 FF0747'0.6 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0747'THE STATION AT NETTLETON, ABOUT 0.1 MILE SOUTHEAST OF A PRIVATE
 FF0747'ROAD CROSSING, BETWEEN TELEPHONE POLES NO. 424/14 AND 424/15, IN
 FF0747'THE TOP OF THE SOUTHEAST END OF SOUTHWEST HEAD WALL OF AN 8-FOOT
 FF0747'CONCRETE BOX CULVERT UNDER TRACK, 8 FEET SOUTHWEST OF SOUTHWEST
 FF0747'RAIL, 67 FEET NORTHEAST OF CENTER LINE OF U.S. HIGHWAY 63, AND
 FF0747'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 FF0747
 FF0747                          STATION RECOVERY (1992)
 FF0747
 FF0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0747'0.6 KM (0.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 63 BUSINESS FROM THE
 FF0747'JUNCTION OF U.S. HIGHWAY 63 BYPASS IN JONESBORO, IN TOP OF AND 0.2 M
 FF0747'(0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 FF0747'HEADWALL OF A CULVERT, 0.2 KM (0.10 MI) SOUTHEAST OF THE INTERSECTION
 FF0747'OF STATE HIGHWAY 351, 21.0 M (68.9 FT) NORTHEAST OF THE HIGHWAY
 FF0747'CENTERLINE, 8.0 M (26.2 FT) NORTHEAST OF THE NEAR RAIL OF THE
 FF0747'BURLINGTON NORTHERN RAILROAD, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF
 FF0747'THE TRACK.
 FF0747
 FF0747                          STATION RECOVERY (2002)
 FF0747
 FF0747'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0371 ***********************************************************************
 GF0371  DESIGNATION -  R 18
 GF0371  PID         -  GF0371
 GF0371  STATE/COUNTY-  AR/NEWTON
 GF0371  USGS QUAD   -  JASPER (1975)
 GF0371
 GF0371                         *CURRENT SURVEY CONTROL
 GF0371  ___________________________________________________________________
 GF0371* NAD 83(1986)-  36 00 35.     (N)    093 11 02.     (W)     SCALED    
 GF0371* NAVD 88     -       254.237  (meters)     834.11   (feet)  ADJUSTED  
 GF0371  ___________________________________________________________________
 GF0371  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GF0371  DYNAMIC HT  -         254.007 (meters)     833.35  (feet)  COMP
 GF0371  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GF0371
 GF0371  VERT ORDER  -  SECOND    CLASS 0
 GF0371
 GF0371.The horizontal coordinates were scaled from a topographic map and have
 GF0371.an estimated accuracy of +/- 6 seconds.
 GF0371
 GF0371.The orthometric height was determined by differential leveling
 GF0371.and adjusted by the National Geodetic Survey in June 1991..
 GF0371
 GF0371.The geoid height was determined by GEOID03.
 GF0371
 GF0371.The dynamic height is computed by dividing the NAVD 88
 GF0371.geopotential number by the normal gravity value computed on the
 GF0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0371.degrees latitude (g = 980.6199 gals.).
 GF0371
 GF0371.The modeled gravity was interpolated from observed gravity values.
 GF0371
 GF0371;                    North         East    Units  Estimated Accuracy
 GF0371;SPC AR N     -   186,630.      293,280.      MT  (+/- 180 meters Scaled)
 GF0371
 GF0371                          SUPERSEDED SURVEY CONTROL
 GF0371
 GF0371  NGVD 29 (??/??/92)  254.135  (m)          833.77   (f) ADJ UNCH    2 0
 GF0371
 GF0371.Superseded values are not recommended for survey control.
 GF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0371.See file dsdata.txt to determine how the superseded data were derived.
 GF0371
 GF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV834850(NAD 83)
 GF0371_MARKER: DB = BENCH MARK DISK
 GF0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0371_SP_SET: BRIDGE
 GF0371_STAMPING: R 18 1932
 GF0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0371
 GF0371  HISTORY     - Date     Condition        Report By
 GF0371  HISTORY     - 1932     MONUMENTED       CGS
 GF0371  HISTORY     - 1935     GOOD             NGS
 GF0371
 GF0371                          STATION DESCRIPTION
 GF0371
 GF0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0371'AT JASPER.
 GF0371'AT JASPER, AT NORTH EDGE OF TOWN, TABLET SET HORIZONTALLY ON
 GF0371'EAST END OF SOUTH ABUTMENT TO HIGHWAY BRIDGE OVER LITTLE BUFFALO
 GF0371'RIVER, 9.5 FEET EAST OF CENTERLINE OF ST. HWY. 7, 0.5 FEET NORTH
 GF0371'OF TOP OF SLOPE OF ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0837 ***********************************************************************
 FF0837  DESIGNATION -  R 180
 FF0837  PID         -  FF0837
 FF0837  STATE/COUNTY-  AR/POINSETT
 FF0837  USGS QUAD   -  WEINER (1980)
 FF0837
 FF0837                         *CURRENT SURVEY CONTROL
 FF0837  ___________________________________________________________________
 FF0837* NAD 83(1986)-  35 36 27.     (N)    090 54 18.     (W)     SCALED    
 FF0837* NAVD 88     -        74.847  (meters)     245.56   (feet)  ADJUSTED  
 FF0837  ___________________________________________________________________
 FF0837  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0837  DYNAMIC HT  -          74.782 (meters)     245.35  (feet)  COMP
 FF0837  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 FF0837
 FF0837  VERT ORDER  -  FIRST     CLASS II
 FF0837
 FF0837.The horizontal coordinates were scaled from a topographic map and have
 FF0837.an estimated accuracy of +/- 6 seconds.
 FF0837
 FF0837.The orthometric height was determined by differential leveling
 FF0837.and adjusted by the National Geodetic Survey in June 1991..
 FF0837
 FF0837.The geoid height was determined by GEOID03.
 FF0837
 FF0837.The dynamic height is computed by dividing the NAVD 88
 FF0837.geopotential number by the normal gravity value computed on the
 FF0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0837.degrees latitude (g = 980.6199 gals.).
 FF0837
 FF0837.The modeled gravity was interpolated from observed gravity values.
 FF0837
 FF0837;                    North         East    Units  Estimated Accuracy
 FF0837;SPC AR N     -   141,910.      499,210.      MT  (+/- 180 meters Scaled)
 FF0837
 FF0837                          SUPERSEDED SURVEY CONTROL
 FF0837
 FF0837  NGVD 29 (??/??/??)   74.787  (m)          245.36   (f) ADJUSTED    1 2
 FF0837
 FF0837.Superseded values are not recommended for survey control.
 FF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0837.See file dsdata.txt to determine how the superseded data were derived.
 FF0837
 FF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV897424(NAD 83)
 FF0837_MARKER: DB = BENCH MARK DISK
 FF0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0837_STAMPING: R 180 1956
 FF0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0837+STABILITY: SURFACE MOTION
 FF0837
 FF0837  HISTORY     - Date     Condition        Report By
 FF0837  HISTORY     - 1956     MONUMENTED       CGS
 FF0837  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0837
 FF0837                          STATION DESCRIPTION
 FF0837
 FF0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0837'1 MI N FROM WEINER.
 FF0837'1.0 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0837'THE STATION AT WEINER, ABOUT 3 1/2 TELEPHONE POLES SOUTH OF A
 FF0837'ROAD CROSSING, EAST AND ACROSS HIGHWAY 39 FROM A POINT BETWEEN
 FF0837'TELEPHONE POLES 146/12 AND 146/13, 151 FEET EAST AND ACROSS
 FF0837'HIGHWAY FROM EAST RAIL, 61 3/4 FEET EAST OF CENTER LINE OF
 FF0837'HIGHWAY, 121 FEET NORTH-NORTHEAST OF A POWER POLE, 1 1/2 FEET
 FF0837'WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 FF0837'POST, ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL WITH
 FF0837'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0837
 FF0837                          STATION RECOVERY (1976)
 FF0837
 FF0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0716 ***********************************************************************
 FF0716  DESIGNATION -  R 182
 FF0716  PID         -  FF0716
 FF0716  STATE/COUNTY-  AR/POINSETT
 FF0716  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0716
 FF0716                         *CURRENT SURVEY CONTROL
 FF0716  ___________________________________________________________________
 FF0716* NAD 83(1986)-  35 28 31.     (N)    090 40 18.     (W)     SCALED    
 FF0716* NAVD 88     -        75.590  (meters)     248.00   (feet)  ADJUSTED  
 FF0716  ___________________________________________________________________
 FF0716  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0716  DYNAMIC HT  -          75.523 (meters)     247.78  (feet)  COMP
 FF0716  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 FF0716
 FF0716  VERT ORDER  -  FIRST     CLASS II
 FF0716
 FF0716.The horizontal coordinates were scaled from a topographic map and have
 FF0716.an estimated accuracy of +/- 6 seconds.
 FF0716
 FF0716.The orthometric height was determined by differential leveling
 FF0716.and adjusted by the National Geodetic Survey in June 1991..
 FF0716
 FF0716.The geoid height was determined by GEOID03.
 FF0716
 FF0716.The dynamic height is computed by dividing the NAVD 88
 FF0716.geopotential number by the normal gravity value computed on the
 FF0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0716.degrees latitude (g = 980.6199 gals.).
 FF0716
 FF0716.The modeled gravity was interpolated from observed gravity values.
 FF0716
 FF0716;                    North         East    Units  Estimated Accuracy
 FF0716;SPC AR N     -   127,500.      520,550.      MT  (+/- 180 meters Scaled)
 FF0716
 FF0716                          SUPERSEDED SURVEY CONTROL
 FF0716
 FF0716  NGVD 29 (??/??/??)   75.537  (m)          247.82   (f) ADJUSTED    1 2
 FF0716
 FF0716.Superseded values are not recommended for survey control.
 FF0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0716.See file dsdata.txt to determine how the superseded data were derived.
 FF0716
 FF0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV112282(NAD 83)
 FF0716_MARKER: DB = BENCH MARK DISK
 FF0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0716_STAMPING: R 182 1956
 FF0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0716+STABILITY: SURFACE MOTION
 FF0716
 FF0716  HISTORY     - Date     Condition        Report By
 FF0716  HISTORY     - 1956     MONUMENTED       CGS
 FF0716
 FF0716                          STATION DESCRIPTION
 FF0716
 FF0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0716'6.3 MI E FROM WHITEHALL.
 FF0716'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0716'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, THENCE ABOUT
 FF0716'3.2 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT
 FF0716'0.7 MILE EAST AND ABOUT 0.75 MILE SOUTH ALONG A GRAVEL ROAD,
 FF0716'ABOUT 0.45 MILE SOUTH OF JUNCTION OF A GRAVEL ROAD LEADING EAST
 FF0716'TO VALLEY VIEW SCHOOL, ABOUT 0.25 MILE NORTH OF H.M. MOYE FARM
 FF0716'HOUSE, NEAR MOYE AIRPORT, 28 FEET WEST OF CENTER LINE OF ROAD, 48
 FF0716'FEET NORTHWEST OF CENTER OF JUNCTION OF ROAD AND A DRIVE EAST TO
 FF0716'A FARM HOUSE, 1 FOOT EAST OF A FENCE LINE, 17 FEET NORTH OF
 FF0716'CENTER LINE OF AN ABANDONED DRIVE WEST TO A FIELD, 2 FEET SOUTH
 FF0716'OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL
 FF0716'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FF0716'INCHES.  NOTE-- MARK IS REACHED FROM VALLEY VIEW SCHOOL BY GOING
 FF0716'ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.45
 FF0716'MILE SOUTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0870 ***********************************************************************
 FF0870  DESIGNATION -  R 183
 FF0870  PID         -  FF0870
 FF0870  STATE/COUNTY-  AR/CRAIGHEAD
 FF0870  USGS QUAD   -  HERMAN (1980)
 FF0870
 FF0870                         *CURRENT SURVEY CONTROL
 FF0870  ___________________________________________________________________
 FF0870* NAD 83(1986)-  35 50 23.     (N)    090 45 14.     (W)     SCALED    
 FF0870* NAVD 88     -        86.270  (meters)     283.04   (feet)  ADJUSTED  
 FF0870  ___________________________________________________________________
 FF0870  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF0870  DYNAMIC HT  -          86.196 (meters)     282.79  (feet)  COMP
 FF0870  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 FF0870
 FF0870  VERT ORDER  -  FIRST     CLASS II
 FF0870
 FF0870.The horizontal coordinates were scaled from a topographic map and have
 FF0870.an estimated accuracy of +/- 6 seconds.
 FF0870
 FF0870.The orthometric height was determined by differential leveling
 FF0870.and adjusted by the National Geodetic Survey in June 1991..
 FF0870
 FF0870.The geoid height was determined by GEOID03.
 FF0870
 FF0870.The dynamic height is computed by dividing the NAVD 88
 FF0870.geopotential number by the normal gravity value computed on the
 FF0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0870.degrees latitude (g = 980.6199 gals.).
 FF0870
 FF0870.The modeled gravity was interpolated from observed gravity values.
 FF0870
 FF0870;                    North         East    Units  Estimated Accuracy
 FF0870;SPC AR N     -   167,840.      512,570.      MT  (+/- 180 meters Scaled)
 FF0870
 FF0870                          SUPERSEDED SURVEY CONTROL
 FF0870
 FF0870  NGVD 29 (??/??/??)   86.185  (m)          282.76   (f) ADJUSTED    1 2
 FF0870
 FF0870.Superseded values are not recommended for survey control.
 FF0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0870.See file dsdata.txt to determine how the superseded data were derived.
 FF0870
 FF0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV028685(NAD 83)
 FF0870_MARKER: DB = BENCH MARK DISK
 FF0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0870_STAMPING: R 183 1956
 FF0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0870+STABILITY: SURFACE MOTION
 FF0870
 FF0870  HISTORY     - Date     Condition        Report By
 FF0870  HISTORY     - 1956     MONUMENTED       CGS
 FF0870  HISTORY     - 1976     POOR             USGS
 FF0870  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0870
 FF0870                          STATION DESCRIPTION
 FF0870
 FF0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0870'2.8 MI SW FROM JONESBORO.
 FF0870'2.75 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0870'FROM THE STATION AT JONESBORO, AT A GRAVEL ROAD CROSSING, 42 FEET
 FF0870'SOUTH-SOUTHEAST OF NEAR RAIL, 80 FEET EAST OF CENTER OF CROSSING,
 FF0870'43 FEET EAST-NORTHEAST OF EAST-NORTHEAST END OF A 24-INCH CORRUGATED
 FF0870'PIPE CULVERT UNDER ROAD, 103 FEET SOUTHWEST OF A BLOCK SIGNAL,
 FF0870'156 FEET SOUTHWEST AND ACROSS TRACK FROM THE SOUTHWEST CORNER
 FF0870'OF A SMALL CONCRETE BUILDING HOUSING SIGNAL APPARATUS, 154 FEET
 FF0870'SOUTHWEST OF AUTOMATIC SWITCH STAND AT THE WEST-SOUTHWEST END
 FF0870'OF A SIDING, ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FF0870'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0870
 FF0870                          STATION RECOVERY (1976)
 FF0870
 FF0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0870'MARK RECOVERED IN POOR CONDITION.
 FF0870
 FF0870                          STATION RECOVERY (1978)
 FF0870
 FF0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0068 ***********************************************************************
 FF0068  DESIGNATION -  R 184
 FF0068  PID         -  FF0068
 FF0068  STATE/COUNTY-  AR/MISSISSIPPI
 FF0068  USGS QUAD   -  LEACHVILLE (1983)
 FF0068
 FF0068                         *CURRENT SURVEY CONTROL
 FF0068  ___________________________________________________________________
 FF0068* NAD 83(1986)-  35 57 36.     (N)    090 15 13.     (W)     SCALED    
 FF0068* NAVD 88     -        73.148  (meters)     239.99   (feet)  ADJUSTED  
 FF0068  ___________________________________________________________________
 FF0068  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FF0068  DYNAMIC HT  -          73.087 (meters)     239.79  (feet)  COMP
 FF0068  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 FF0068
 FF0068  VERT ORDER  -  FIRST     CLASS II
 FF0068
 FF0068.The horizontal coordinates were scaled from a topographic map and have
 FF0068.an estimated accuracy of +/- 6 seconds.
 FF0068
 FF0068.The orthometric height was determined by differential leveling
 FF0068.and adjusted by the National Geodetic Survey in June 1991..
 FF0068
 FF0068.The geoid height was determined by GEOID03.
 FF0068
 FF0068.The dynamic height is computed by dividing the NAVD 88
 FF0068.geopotential number by the normal gravity value computed on the
 FF0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0068.degrees latitude (g = 980.6199 gals.).
 FF0068
 FF0068.The modeled gravity was interpolated from observed gravity values.
 FF0068
 FF0068;                    North         East    Units  Estimated Accuracy
 FF0068;SPC AR N     -   181,860.      557,530.      MT  (+/- 180 meters Scaled)
 FF0068
 FF0068                          SUPERSEDED SURVEY CONTROL
 FF0068
 FF0068  NGVD 29 (??/??/??)   73.136  (m)          239.95   (f) ADJUSTED    1 2
 FF0068
 FF0068.Superseded values are not recommended for survey control.
 FF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0068.See file dsdata.txt to determine how the superseded data were derived.
 FF0068
 FF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV476829(NAD 83)
 FF0068_MARKER: DB = BENCH MARK DISK
 FF0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0068_STAMPING: R 184 1956
 FF0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0068+STABILITY: SURFACE MOTION
 FF0068
 FF0068  HISTORY     - Date     Condition        Report By
 FF0068  HISTORY     - 1956     MONUMENTED       CGS
 FF0068  HISTORY     - 20020723 POOR             USACE
 FF0068
 FF0068                          STATION DESCRIPTION
 FF0068
 FF0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0068'1.5 MI N FROM LEACHVILLE.
 FF0068'ABOUT 1.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0068'FROM THE STATION AT LEACHVILLE, ABOUT 88 YARDS NORTH OF MILE
 FF0068'POLE 246, AT AN EAST-WEST ROAD CROSSING, 23 FEET WEST OF WEST
 FF0068'RAIL, 17 1/2 FEET SOUTH OF CENTER LINE OF ROAD, 8 1/2 FEET WEST
 FF0068'OF CROSSING WARNING SIGN, 2 FEET SOUTHEAST OF A POWER POLE, ABOUT
 FF0068'1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0068'POST PROJECTING 3 INCHES.
 FF0068
 FF0068                          STATION RECOVERY (2002)
 FF0068
 FF0068'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0068'THE STATION WAS FOUND LYING DOWN, PROBABLE CAUSE, FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1850 ***********************************************************************
 FE1850  DESIGNATION -  R 185
 FE1850  PID         -  FE1850
 FE1850  STATE/COUNTY-  AR/MISSISSIPPI
 FE1850  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1850
 FE1850                         *CURRENT SURVEY CONTROL
 FE1850  ___________________________________________________________________
 FE1850* NAD 83(1986)-  35 54 39.     (N)    089 57 14.     (W)     SCALED    
 FE1850* NAVD 88     -        76.229  (meters)     250.09   (feet)  ADJUSTED  
 FE1850  ___________________________________________________________________
 FE1850  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1850  DYNAMIC HT  -          76.165 (meters)     249.88  (feet)  COMP
 FE1850  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1850
 FE1850  VERT ORDER  -  FIRST     CLASS II
 FE1850
 FE1850.The horizontal coordinates were scaled from a topographic map and have
 FE1850.an estimated accuracy of +/- 6 seconds.
 FE1850
 FE1850.The orthometric height was determined by differential leveling
 FE1850.and adjusted by the National Geodetic Survey in June 1991..
 FE1850
 FE1850.The geoid height was determined by GEOID03.
 FE1850
 FE1850.The dynamic height is computed by dividing the NAVD 88
 FE1850.geopotential number by the normal gravity value computed on the
 FE1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1850.degrees latitude (g = 980.6199 gals.).
 FE1850
 FE1850.The modeled gravity was interpolated from observed gravity values.
 FE1850
 FE1850;                    North         East    Units  Estimated Accuracy
 FE1850;SPC AR N     -   176,930.      584,670.      MT  (+/- 180 meters Scaled)
 FE1850
 FE1850                          SUPERSEDED SURVEY CONTROL
 FE1850
 FE1850  NGVD 29 (??/??/??)   76.184  (m)          249.95   (f) ADJUSTED    1 2
 FE1850
 FE1850.Superseded values are not recommended for survey control.
 FE1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1850.See file dsdata.txt to determine how the superseded data were derived.
 FE1850
 FE1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE334780(NAD 83)
 FE1850_MARKER: DB = BENCH MARK DISK
 FE1850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1850_SP_SET: CULVERT
 FE1850_STAMPING: R 185 1956
 FE1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1850
 FE1850  HISTORY     - Date     Condition        Report By
 FE1850  HISTORY     - 1956     MONUMENTED       CGS
 FE1850  HISTORY     - 1987     GOOD             USPSQD
 FE1850  HISTORY     - 20020722 POOR             USACE
 FE1850
 FE1850                          STATION DESCRIPTION
 FE1850
 FE1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1850'1.8 MI SW FROM BLYTHEVILLE.
 FE1850'1.85 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FE1850'FROM THE CROSSING OF 21ST STREET (STATE HIGHWAY 18) AT
 FE1850'BLYTHEVILLE, ABOUT 0.3 MILE SOUTHWEST OF A BRIDGE OVER A LARGE
 FE1850'DRAINAGE DITCH, AT TELEPHONE POLE NO. 128, 27 1/2 FEET NORTHWEST OF
 FE1850'CENTER LINE OF STATE HIGHWAY 18, 59 1/2 FEET SOUTHEAST OF
 FE1850'SOUTHEAST RAIL OF TRACK, IN THE TOP OF SOUTHWEST END OF THE
 FE1850'NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER HIGHWAY
 FE1850'AND ABOUT LEVEL WITH HIGHWAY.
 FE1850
 FE1850                          STATION RECOVERY (1987)
 FE1850
 FE1850'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1850'RECOVERED IN GOOD CONDITION.
 FE1850
 FE1850                          STATION RECOVERY (2002)
 FE1850
 FE1850'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1850'THE STATION HAS BEEN DESTROYED DUE TO HWY WIDENING AND NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0173 ***********************************************************************
 GE0173  DESIGNATION -  R 186
 GE0173  PID         -  GE0173
 GE0173  STATE/COUNTY-  AR/GREENE
 GE0173  USGS QUAD   -  CARDWELL (1983)
 GE0173
 GE0173                         *CURRENT SURVEY CONTROL
 GE0173  ___________________________________________________________________
 GE0173* NAD 83(1986)-  36 04 12.     (N)    090 20 28.     (W)     SCALED    
 GE0173* NAVD 88     -        74.066  (meters)     243.00   (feet)  ADJUSTED  
 GE0173  ___________________________________________________________________
 GE0173  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0173  DYNAMIC HT  -          74.004 (meters)     242.79  (feet)  COMP
 GE0173  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 GE0173
 GE0173  VERT ORDER  -  FIRST     CLASS II
 GE0173
 GE0173.The horizontal coordinates were scaled from a topographic map and have
 GE0173.an estimated accuracy of +/- 6 seconds.
 GE0173
 GE0173.The orthometric height was determined by differential leveling
 GE0173.and adjusted by the National Geodetic Survey in June 1991..
 GE0173
 GE0173.The geoid height was determined by GEOID03.
 GE0173
 GE0173.The dynamic height is computed by dividing the NAVD 88
 GE0173.geopotential number by the normal gravity value computed on the
 GE0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0173.degrees latitude (g = 980.6199 gals.).
 GE0173
 GE0173.The modeled gravity was interpolated from observed gravity values.
 GE0173
 GE0173;                    North         East    Units  Estimated Accuracy
 GE0173;SPC AR N     -   193,930.      549,430.      MT  (+/- 180 meters Scaled)
 GE0173
 GE0173                          SUPERSEDED SURVEY CONTROL
 GE0173
 GE0173  NGVD 29 (??/??/92)   74.057  (m)          242.97   (f) ADJ UNCH    1 2
 GE0173
 GE0173.Superseded values are not recommended for survey control.
 GE0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0173.See file dsdata.txt to determine how the superseded data were derived.
 GE0173
 GE0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV394949(NAD 83)
 GE0173_MARKER: DB = BENCH MARK DISK
 GE0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0173_STAMPING: R 186 1956
 GE0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0173+STABILITY: SURFACE MOTION
 GE0173
 GE0173  HISTORY     - Date     Condition        Report By
 GE0173  HISTORY     - 1956     MONUMENTED       CGS
 GE0173  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0173
 GE0173                          STATION DESCRIPTION
 GE0173
 GE0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0173'8.6 MI E FROM PARAGOULD.
 GE0173'ABOUT 8.65 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0173'FROM THE STATION AT PARAGOULD, ABOUT 0.85 MILE WEST OF BRIDGE
 GE0173'OVER ST. FRANCIS RIVER AND THE ARKANSAS-MISSOURI STATE LINE,
 GE0173'46 1/2 FEET SOUTH OF SOUTH RAIL, 110 FEET SOUTHWEST AND ACROSS
 GE0173'TRACK FROM MILE POLE 111, 131 FEET NORTH AND ACROSS A DIRT ROAD
 GE0173'FROM THE NORTHWEST CORNER OF A FARM HOUSE, 220 FEET EAST-SOUTHEAST
 GE0173'OF SOUTHEAST CORNER OF TRESTLE NO. 110.94, 16 FEET NORTH OF
 GE0173'CENTER LINE OF DIRT ROAD, 1 FOOT NORTH OF A FENCE LINE, 2 FEET
 GE0173'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL
 GE0173'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GE0173
 GE0173                          STATION RECOVERY (2002)
 GE0173
 GE0173'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0126 ***********************************************************************
 GE0126  DESIGNATION -  R 188
 GE0126  PID         -  GE0126
 GE0126  STATE/COUNTY-  AR/GREENE
 GE0126  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0126
 GE0126                         *CURRENT SURVEY CONTROL
 GE0126  ___________________________________________________________________
 GE0126* NAD 83(1986)-  36 05 49.     (N)    090 29 02.     (W)     SCALED    
 GE0126* NAVD 88     -        90.358  (meters)     296.45   (feet)  ADJUSTED  
 GE0126  ___________________________________________________________________
 GE0126  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0126  DYNAMIC HT  -          90.283 (meters)     296.20  (feet)  COMP
 GE0126  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GE0126
 GE0126  VERT ORDER  -  FIRST     CLASS II
 GE0126
 GE0126.The horizontal coordinates were scaled from a topographic map and have
 GE0126.an estimated accuracy of +/- 6 seconds.
 GE0126
 GE0126.The orthometric height was determined by differential leveling
 GE0126.and adjusted by the National Geodetic Survey in June 1991..
 GE0126
 GE0126.The geoid height was determined by GEOID03.
 GE0126
 GE0126.The dynamic height is computed by dividing the NAVD 88
 GE0126.geopotential number by the normal gravity value computed on the
 GE0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0126.degrees latitude (g = 980.6199 gals.).
 GE0126
 GE0126.The modeled gravity was interpolated from observed gravity values.
 GE0126
 GE0126;                    North         East    Units  Estimated Accuracy
 GE0126;SPC AR N     -   196,710.      536,520.      MT  (+/- 180 meters Scaled)
 GE0126
 GE0126                          SUPERSEDED SURVEY CONTROL
 GE0126
 GE0126  NGVD 29 (??/??/92)   90.349  (m)          296.42   (f) ADJ UNCH    1 2
 GE0126
 GE0126.Superseded values are not recommended for survey control.
 GE0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0126.See file dsdata.txt to determine how the superseded data were derived.
 GE0126
 GE0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV265976(NAD 83)
 GE0126_MARKER: DB = BENCH MARK DISK
 GE0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0126_STAMPING: R 188 1956
 GE0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0126+STABILITY: SURFACE MOTION
 GE0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0126+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 GE0126
 GE0126  HISTORY     - Date     Condition        Report By
 GE0126  HISTORY     - 1956     MONUMENTED       CGS
 GE0126  HISTORY     - 20020731 GOOD             USACE
 GE0126
 GE0126                          STATION DESCRIPTION
 GE0126
 GE0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0126'3.2 MI N FROM PARAGOULD.
 GE0126'ABOUT 3.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0126'THE STATION AT PARAGOULD, ABOUT 0.85 MILE NORTH OF OVERPASS OF
 GE0126'STATE HIGHWAY 1 OVER THE TRACK, AT AN EAST-WEST ROAD CROSSING,
 GE0126'ABOUT 10 1/2 TELEPHONE POLES SOUTH OF MILE POLE 216, 37 FEET
 GE0126'WEST OF WEST RAIL, 50 FEET WEST-SOUTHWEST OF CENTER OF CROSSING,
 GE0126'27 FEET WEST-NORTHWEST OF WEST END OF A 24-INCH PIPE CULVERT
 GE0126'UNDER TRACK, 27 FEET SOUTH OF CENTER LINE OF ROAD, 14 1/2 FEET
 GE0126'SOUTH-SOUTHEAST OF A POWER POLE, 10 FEET SOUTH OF A FENCE
 GE0126'CORNER, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 GE0126'WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP
 GE0126'OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0126
 GE0126                          STATION RECOVERY (2002)
 GE0126
 GE0126'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0126'RR NO LONGER EXISTS. MARK IN FRONT YARD OF MIKE NELSON RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0136 ***********************************************************************
 GE0136  DESIGNATION -  R 189
 GE0136  PID         -  GE0136
 GE0136  STATE/COUNTY-  AR/CLAY
 GE0136  USGS QUAD   -  PIGGOTT (1984)
 GE0136
 GE0136                         *CURRENT SURVEY CONTROL
 GE0136  ___________________________________________________________________
 GE0136* NAD 83(1986)-  36 25 44.     (N)    090 14 35.     (W)     SCALED    
 GE0136* NAVD 88     -       127.518  (meters)     418.37   (feet)  ADJUSTED  
 GE0136  ___________________________________________________________________
 GE0136  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GE0136  DYNAMIC HT  -         127.413 (meters)     418.02  (feet)  COMP
 GE0136  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 GE0136
 GE0136  VERT ORDER  -  FIRST     CLASS II
 GE0136
 GE0136.The horizontal coordinates were scaled from a topographic map and have
 GE0136.an estimated accuracy of +/- 6 seconds.
 GE0136
 GE0136.The orthometric height was determined by differential leveling
 GE0136.and adjusted by the National Geodetic Survey in June 1991..
 GE0136
 GE0136.The geoid height was determined by GEOID03.
 GE0136
 GE0136.The dynamic height is computed by dividing the NAVD 88
 GE0136.geopotential number by the normal gravity value computed on the
 GE0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0136.degrees latitude (g = 980.6199 gals.).
 GE0136
 GE0136.The modeled gravity was interpolated from observed gravity values.
 GE0136
 GE0136;                    North         East    Units  Estimated Accuracy
 GE0136;SPC AR N     -   233,900.      557,550.      MT  (+/- 180 meters Scaled)
 GE0136
 GE0136                          SUPERSEDED SURVEY CONTROL
 GE0136
 GE0136  NGVD 29 (??/??/92)  127.507  (m)          418.33   (f) ADJ UNCH    1 2
 GE0136
 GE0136.Superseded values are not recommended for survey control.
 GE0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0136.See file dsdata.txt to determine how the superseded data were derived.
 GE0136
 GE0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA471350(NAD 83)
 GE0136_MARKER: DB = BENCH MARK DISK
 GE0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0136_STAMPING: R 189 1956
 GE0136_MARK LOGO: CGS   
 GE0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0136+STABILITY: SURFACE MOTION
 GE0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0136+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 GE0136
 GE0136  HISTORY     - Date     Condition        Report By
 GE0136  HISTORY     - 1956     MONUMENTED       CGS
 GE0136  HISTORY     - 20020717 GOOD             USACE
 GE0136
 GE0136                          STATION DESCRIPTION
 GE0136
 GE0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0136'1.4 MI SE FROM POLLARD.
 GE0136'ABOUT 1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE BRIDGE
 GE0136'OVER POLLARD CREEK AT POLLARD, ABOUT 125 YARDS WEST OF A JOGGED
 GE0136'CROSSROAD (NORTH TO WANDERS HOME BAPTIST CHURCH), 107 FEET
 GE0136'SOUTHWEST OF SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 23 FEET
 GE0136'WEST OF CENTER LINE OF A DRIVE TO HOUSE, 7 FEET EAST-NORTHEAST
 GE0136'OF A POWER POLE ON BRANCH LINE TO HOUSE, 5 FEET WEST OF A FENCE
 GE0136'CORNER, 1 FOOT SOUTH OF A FENCE LINE, 2 1/2 FEET WEST OF A WHITE
 GE0136'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET
 GE0136'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GE0136
 GE0136                          STATION RECOVERY (2002)
 GE0136
 GE0136'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0136'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 62 AND 139 AT
 GE0136'POLLARD, GO E ALONG HIGHWAY 62 FOR 1.3 MI (2.1 KM) TO MARK ON LEFT.
 GE0136'THE STATION IS 35 FT (10.7 M) N OF CENTERLINE OF HIGHWAY 62, 18 FT
 GE0136'(5.5 M) SW OF FENCE CORNER, 14.5 FT (4.4 M) SW OF GTE FIBER CABLE
 GE0136'POLE, 3.8 FT (1.2 M) W OF CARSONITE WITNESS POST AND PP, 23 FT (7.0 M)
 GE0136'W OF APPROXIMATE CENTER OF DRIVE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0044 ***********************************************************************
 DM0044  DESIGNATION -  R 19
 DM0044  PID         -  DM0044
 DM0044  STATE/COUNTY-  AR/LITTLE RIVER
 DM0044  USGS QUAD   -  ARKINDA (1975)
 DM0044
 DM0044                         *CURRENT SURVEY CONTROL
 DM0044  ___________________________________________________________________
 DM0044* NAD 83(1986)-  33 47 19.     (N)    094 28 55.     (W)     SCALED    
 DM0044* NAVD 88     -       124.763  (meters)     409.33   (feet)  ADJUSTED  
 DM0044  ___________________________________________________________________
 DM0044  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DM0044  DYNAMIC HT  -         124.634 (meters)     408.90  (feet)  COMP
 DM0044  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 DM0044
 DM0044  VERT ORDER  -  FIRST     CLASS II
 DM0044
 DM0044.The horizontal coordinates were scaled from a topographic map and have
 DM0044.an estimated accuracy of +/- 6 seconds.
 DM0044
 DM0044.The orthometric height was determined by differential leveling
 DM0044.and adjusted by the National Geodetic Survey in June 1991..
 DM0044
 DM0044.The geoid height was determined by GEOID03.
 DM0044
 DM0044.The dynamic height is computed by dividing the NAVD 88
 DM0044.geopotential number by the normal gravity value computed on the
 DM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0044.degrees latitude (g = 980.6199 gals.).
 DM0044
 DM0044.The modeled gravity was interpolated from observed gravity values.
 DM0044
 DM0044;                    North         East    Units  Estimated Accuracy
 DM0044;SPC AR S     -   527,220.      170,180.      MT  (+/- 180 meters Scaled)
 DM0044
 DM0044                          SUPERSEDED SURVEY CONTROL
 DM0044
 DM0044  NGVD 29 (??/??/92)  124.754  (m)          409.30   (f) ADJ UNCH    1 2
 DM0044
 DM0044.Superseded values are not recommended for survey control.
 DM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0044.See file dsdata.txt to determine how the superseded data were derived.
 DM0044
 DM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT628397(NAD 83)
 DM0044_MARKER: DB = BENCH MARK DISK
 DM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0044_STAMPING: R 19 1934
 DM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0044+STABILITY: SURFACE MOTION
 DM0044
 DM0044  HISTORY     - Date     Condition        Report By
 DM0044  HISTORY     - 1934     MONUMENTED       CGS
 DM0044  HISTORY     - 1949     MARK NOT FOUND   NGS
 DM0044  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0044
 DM0044                          STATION DESCRIPTION
 DM0044
 DM0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DM0044'0.9 MI NW FROM ARKINDA.
 DM0044'0.9 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DM0044'STATION AT ARKINDA, LITTLE RIVER COUNTY, AT THE ARKANSAS-OKLAHOMA
 DM0044'STATE LINE, 10 POLES SOUTHEAST OF MILEPOST 624, AT A ROAD CROSSING, AT
 DM0044'A CURVE IN THE ROAD, 60 FEET NORTH OF THE TRACK, AND AT A STATE-LINE
 DM0044'SIGNPOST.  A STANDARD DISK, STAMPED R 19 1934 AND SET IN THE TOP OF A
 DM0044'CONCRETE POST.
 DM0044
 DM0044                          STATION RECOVERY (1985)
 DM0044
 DM0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0265 ***********************************************************************
 GE0265  DESIGNATION -  R 190
 GE0265  PID         -  GE0265
 GE0265  STATE/COUNTY-  AR/CLAY
 GE0265  USGS QUAD   -  CORNING (1964)
 GE0265
 GE0265                         *CURRENT SURVEY CONTROL
 GE0265  ___________________________________________________________________
 GE0265* NAD 83(1986)-  36 24 00.     (N)    090 31 42.     (W)     SCALED    
 GE0265* NAVD 88     -        86.726  (meters)     284.53   (feet)  ADJUSTED  
 GE0265  ___________________________________________________________________
 GE0265  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GE0265  DYNAMIC HT  -          86.656 (meters)     284.30  (feet)  COMP
 GE0265  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 GE0265
 GE0265  VERT ORDER  -  FIRST     CLASS II
 GE0265
 GE0265.The horizontal coordinates were scaled from a topographic map and have
 GE0265.an estimated accuracy of +/- 6 seconds.
 GE0265
 GE0265.The orthometric height was determined by differential leveling
 GE0265.and adjusted by the National Geodetic Survey in June 1991..
 GE0265
 GE0265.The geoid height was determined by GEOID03.
 GE0265
 GE0265.The dynamic height is computed by dividing the NAVD 88
 GE0265.geopotential number by the normal gravity value computed on the
 GE0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0265.degrees latitude (g = 980.6199 gals.).
 GE0265
 GE0265.The modeled gravity was interpolated from observed gravity values.
 GE0265
 GE0265;                    North         East    Units  Estimated Accuracy
 GE0265;SPC AR N     -   230,280.      532,020.      MT  (+/- 180 meters Scaled)
 GE0265
 GE0265                          SUPERSEDED SURVEY CONTROL
 GE0265
 GE0265  NGVD 29 (??/??/92)   86.716  (m)          284.50   (f) ADJ UNCH    1 2
 GE0265
 GE0265.Superseded values are not recommended for survey control.
 GE0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0265.See file dsdata.txt to determine how the superseded data were derived.
 GE0265
 GE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA216311(NAD 83)
 GE0265_MARKER: DB = BENCH MARK DISK
 GE0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0265_STAMPING: R 190 1956
 GE0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0265+STABILITY: SURFACE MOTION
 GE0265
 GE0265  HISTORY     - Date     Condition        Report By
 GE0265  HISTORY     - 1956     MONUMENTED       CGS
 GE0265  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0265
 GE0265                          STATION DESCRIPTION
 GE0265
 GE0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0265'2.9 MI E FROM CORNING.
 GE0265'2.9 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CROSSING OF THE
 GE0265'MISSOURI PACIFIC RAILROAD AT CORNING, ABOUT 0.7 MILE EAST OF
 GE0265'HIGHWAY BRIDGE OVER BLACK RIVER, ABOUT 0.8 MILE WEST OF JUNCTION
 GE0265'OF STATE HIGHWAY 135 LEADING SOUTH, 87 FEET SOUTH OF AND A
 GE0265'DRIVE WAY LEADING SOUTH, 72 FEET WEST OF CENTER LINE OF DRIVE
 GE0265'SOUTH TO A FARM HOUSE (HOUSE ABOUT 0.1 MILE SOUTH OF HIGHWAY),
 GE0265'112 FEET EAST-NORTHEAST OF R.E.A. POWER POLE NO. Z/42 WITH A
 GE0265'TRANSFORMER, 2 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF A WHITE
 GE0265'WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF HIGHWAY AND
 GE0265'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0265
 GE0265                          STATION RECOVERY (2002)
 GE0265
 GE0265'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0393 ***********************************************************************
 DL0393  DESIGNATION -  R 192 X
 DL0393  PID         -  DL0393
 DL0393  STATE/COUNTY-  AR/CLARK
 DL0393  USGS QUAD   -  GURDON (1970)
 DL0393
 DL0393                         *CURRENT SURVEY CONTROL
 DL0393  ___________________________________________________________________
 DL0393* NAD 83(1986)-  33 52 42.     (N)    093 08 23.     (W)     SCALED    
 DL0393* NAVD 88     -        78.750  (meters)     258.37   (feet)  ADJUSTED  
 DL0393  ___________________________________________________________________
 DL0393  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DL0393  DYNAMIC HT  -          78.670 (meters)     258.10  (feet)  COMP
 DL0393  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 DL0393
 DL0393  VERT ORDER  -  FIRST     CLASS II
 DL0393
 DL0393.The horizontal coordinates were scaled from a topographic map and have
 DL0393.an estimated accuracy of +/- 6 seconds.
 DL0393
 DL0393.The orthometric height was determined by differential leveling
 DL0393.and adjusted by the National Geodetic Survey in June 1991..
 DL0393
 DL0393.The geoid height was determined by GEOID03.
 DL0393
 DL0393.The dynamic height is computed by dividing the NAVD 88
 DL0393.geopotential number by the normal gravity value computed on the
 DL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0393.degrees latitude (g = 980.6199 gals.).
 DL0393
 DL0393.The modeled gravity was interpolated from observed gravity values.
 DL0393
 DL0393;                    North         East    Units  Estimated Accuracy
 DL0393;SPC AR S     -   534,980.      294,570.      MT  (+/- 180 meters Scaled)
 DL0393
 DL0393                          SUPERSEDED SURVEY CONTROL
 DL0393
 DL0393  NGVD 29 (??/??/92)   78.758  (m)          258.39   (f) ADJ UNCH    1 2
 DL0393
 DL0393.Superseded values are not recommended for survey control.
 DL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0393.See file dsdata.txt to determine how the superseded data were derived.
 DL0393
 DL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT870486(NAD 83)
 DL0393_MARKER: DB = BENCH MARK DISK
 DL0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0393_STAMPING: R 192 X 1959
 DL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0393+STABILITY: SURFACE MOTION
 DL0393
 DL0393  HISTORY     - Date     Condition        Report By
 DL0393  HISTORY     - 1959     MONUMENTED       CGS
 DL0393  HISTORY     - 1964     GOOD             NGS
 DL0393
 DL0393                          STATION DESCRIPTION
 DL0393
 DL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DL0393'3.05 MI SE FROM GURDON.
 DL0393'ABOUT 0.3 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0393'STATION AT GURDON, THENCE 2.75 MILES SOUTHEAST ALONG A BRANCH LINE OF
 DL0393'THE MISSOURI PACIFIC RAILROAD, 13 POLES SOUTHEAST OF MILEPOLE 429, 44
 DL0393'FEET NORTHEAST OF THE NORTHEAST RAIL, 17 FEET SOUTHEAST OF THE CENTER
 DL0393'LINE OF A TRACK ROAD, 19 FEET EAST OF A TELEPHONE POLE, 2 1/2 FEET
 DL0393'SOUTHWEST OF A FENCE, 1.0 FEET SOUTHEAST OF A METAL WITNESS POST, 2
 DL0393'1/2 FEET BELOW THE RAILS, AND IN THE TOP OF A CONCRETE POST PROJECTING
 DL0393'7 INCHES.
 DL0393
 DL0393                          STATION RECOVERY (1964)
 DL0393
 DL0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0423 ***********************************************************************
 DL0423  DESIGNATION -  R 193 X
 DL0423  PID         -  DL0423
 DL0423  STATE/COUNTY-  AR/OUACHITA
 DL0423  USGS QUAD   -  CHIDESTER (1973)
 DL0423
 DL0423                         *CURRENT SURVEY CONTROL
 DL0423  ___________________________________________________________________
 DL0423* NAD 83(1986)-  33 41 27.     (N)    093 00 10.     (W)     SCALED    
 DL0423* NAVD 88     -        60.861  (meters)     199.67   (feet)  ADJUSTED  
 DL0423  ___________________________________________________________________
 DL0423  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0423  DYNAMIC HT  -          60.798 (meters)     199.47  (feet)  COMP
 DL0423  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 DL0423
 DL0423  VERT ORDER  -  FIRST     CLASS II
 DL0423
 DL0423.The horizontal coordinates were scaled from a topographic map and have
 DL0423.an estimated accuracy of +/- 6 seconds.
 DL0423
 DL0423.The orthometric height was determined by differential leveling
 DL0423.and adjusted by the National Geodetic Survey in June 1991..
 DL0423
 DL0423.The geoid height was determined by GEOID03.
 DL0423
 DL0423.The dynamic height is computed by dividing the NAVD 88
 DL0423.geopotential number by the normal gravity value computed on the
 DL0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0423.degrees latitude (g = 980.6199 gals.).
 DL0423
 DL0423.The modeled gravity was interpolated from observed gravity values.
 DL0423
 DL0423;                    North         East    Units  Estimated Accuracy
 DL0423;SPC AR S     -   514,050.      307,030.      MT  (+/- 180 meters Scaled)
 DL0423
 DL0423                          SUPERSEDED SURVEY CONTROL
 DL0423
 DL0423  NGVD 29 (??/??/92)   60.879  (m)          199.73   (f) ADJ UNCH    1 2
 DL0423
 DL0423.Superseded values are not recommended for survey control.
 DL0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0423.See file dsdata.txt to determine how the superseded data were derived.
 DL0423
 DL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT997278(NAD 83)
 DL0423_MARKER: DB = BENCH MARK DISK
 DL0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0423_SP_SET: CULVERT
 DL0423_STAMPING: R 193 X 1959
 DL0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0423
 DL0423  HISTORY     - Date     Condition        Report By
 DL0423  HISTORY     - 1959     MONUMENTED       CGS
 DL0423  HISTORY     - 1960     GOOD             NGS
 DL0423  HISTORY     - 1964     GOOD             NGS
 DL0423
 DL0423                          STATION DESCRIPTION
 DL0423
 DL0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0423'1.6 MI SE FROM CHIDESTER.
 DL0423'ABOUT 1.6 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0423'POST OFFICE AT CHIDESTER, IN SECTION 13, T 12 S, R 19 W, 4 POLES EAST
 DL0423'OF MILEPOLE 446.10, 8 FEET NORTH OF THE NORTH RAIL, AT A LARGE BOX
 DL0423'TYPE CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE NORTH
 DL0423'CONCRETE HEADWALL OF THE CULVERT, AND ABOUT 2 1/2 FEET BELOW THE
 DL0423'TRACKS.
 DL0423
 DL0423                          STATION RECOVERY (1964)
 DL0423
 DL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0195 ***********************************************************************
 DL0195  DESIGNATION -  R 196
 DL0195  PID         -  DL0195
 DL0195  STATE/COUNTY-  AR/OUACHITA
 DL0195  USGS QUAD   -  LOUANN (1985)
 DL0195
 DL0195                         *CURRENT SURVEY CONTROL
 DL0195  ___________________________________________________________________
 DL0195* NAD 83(1986)-  33 28 30.     (N)    092 46 50.     (W)     SCALED    
 DL0195* NAVD 88     -        65.178  (meters)     213.84   (feet)  ADJUSTED  
 DL0195  ___________________________________________________________________
 DL0195  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0195  DYNAMIC HT  -          65.111 (meters)     213.62  (feet)  COMP
 DL0195  MODELED GRAV-     979,600.2   (mgal)                       NAVD 88
 DL0195
 DL0195  VERT ORDER  -  FIRST     CLASS II
 DL0195
 DL0195.The horizontal coordinates were scaled from a topographic map and have
 DL0195.an estimated accuracy of +/- 6 seconds.
 DL0195
 DL0195.The orthometric height was determined by differential leveling
 DL0195.and adjusted by the National Geodetic Survey in June 1991..
 DL0195
 DL0195.The geoid height was determined by GEOID03.
 DL0195
 DL0195.The dynamic height is computed by dividing the NAVD 88
 DL0195.geopotential number by the normal gravity value computed on the
 DL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0195.degrees latitude (g = 980.6199 gals.).
 DL0195
 DL0195.The modeled gravity was interpolated from observed gravity values.
 DL0195
 DL0195;                    North         East    Units  Estimated Accuracy
 DL0195;SPC AR S     -   489,930.      327,450.      MT  (+/- 180 meters Scaled)
 DL0195
 DL0195                          SUPERSEDED SURVEY CONTROL
 DL0195
 DL0195  NGVD 29 (??/??/92)   65.209  (m)          213.94   (f) ADJ UNCH    1 2
 DL0195
 DL0195.Superseded values are not recommended for survey control.
 DL0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0195.See file dsdata.txt to determine how the superseded data were derived.
 DL0195
 DL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT203039(NAD 83)
 DL0195_MARKER: DB = BENCH MARK DISK
 DL0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0195_STAMPING: R 196 1960
 DL0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0195+STABILITY: SURFACE MOTION
 DL0195
 DL0195  HISTORY     - Date     Condition        Report By
 DL0195  HISTORY     - 1960     MONUMENTED       CGS
 DL0195  HISTORY     - 1964     GOOD             NGS
 DL0195
 DL0195                          STATION DESCRIPTION
 DL0195
 DL0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0195'8.5 MI SE FROM CAMDEN.
 DL0195'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0195'THE STATION AT CAMDEN, THENCE 5.15 MILE SOUTHEAST ALONG AN ASPHALT
 DL0195'ROAD, 0.3 MILE NORTHWEST OF FRENCHPORT STORE, IN SECTION 29, T 14 S, R
 DL0195'16 W, 97 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 53 FEET NORTH
 DL0195'OF THE NORTH CORNER OF O. G. MILNER FARMHOUSE, 41 1/2 FEET NORTH OF A
 DL0195'18-INCH OAK TREE, 43 FEET SOUTHWEST OF A LONE 15-INCH PINE TREE, 20
 DL0195'FEET SOUTHWEST OF A POWER POLE, 20 FEET NORTHWEST OF THE CENTER LINE
 DL0195'OF A LANE, 1 FOOT NORTHEAST OF A WOVENWIRE FENCE, ABOUT LEVEL WITH THE
 DL0195'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DL0195
 DL0195                          STATION RECOVERY (1964)
 DL0195
 DL0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0381 ***********************************************************************
 DL0381  DESIGNATION -  R 197
 DL0381  PID         -  DL0381
 DL0381  STATE/COUNTY-  AR/OUACHITA
 DL0381  USGS QUAD   -  CAMDEN (1985)
 DL0381
 DL0381                         *CURRENT SURVEY CONTROL
 DL0381  ___________________________________________________________________
 DL0381* NAD 83(1986)-  33 36 56.     (N)    092 46 05.     (W)     SCALED    
 DL0381* NAVD 88     -        38.198  (meters)     125.32   (feet)  ADJUSTED  
 DL0381  ___________________________________________________________________
 DL0381  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0381  DYNAMIC HT  -          38.159 (meters)     125.19  (feet)  COMP
 DL0381  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 DL0381
 DL0381  VERT ORDER  -  FIRST     CLASS II
 DL0381
 DL0381.This mark is at Harrell Field Airport (CDH)
 DL0381
 DL0381.The horizontal coordinates were scaled from a topographic map and have
 DL0381.an estimated accuracy of +/- 6 seconds.
 DL0381
 DL0381.The orthometric height was determined by differential leveling
 DL0381.and adjusted by the National Geodetic Survey in June 1991..
 DL0381
 DL0381.The geoid height was determined by GEOID03.
 DL0381
 DL0381.The dynamic height is computed by dividing the NAVD 88
 DL0381.geopotential number by the normal gravity value computed on the
 DL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0381.degrees latitude (g = 980.6199 gals.).
 DL0381
 DL0381.The modeled gravity was interpolated from observed gravity values.
 DL0381
 DL0381;                    North         East    Units  Estimated Accuracy
 DL0381;SPC AR S     -   505,510.      328,730.      MT  (+/- 180 meters Scaled)
 DL0381
 DL0381                          SUPERSEDED SURVEY CONTROL
 DL0381
 DL0381  NGVD 29 (??/??/92)   38.234  (m)          125.44   (f) ADJ UNCH    1 2
 DL0381
 DL0381.Superseded values are not recommended for survey control.
 DL0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0381.See file dsdata.txt to determine how the superseded data were derived.
 DL0381
 DL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT215195(NAD 83)
 DL0381_MARKER: DB = BENCH MARK DISK
 DL0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0381_STAMPING: R 197 1960
 DL0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0381+STABILITY: SURFACE MOTION
 DL0381
 DL0381  HISTORY     - Date     Condition        Report By
 DL0381  HISTORY     - 1960     MONUMENTED       CGS
 DL0381  HISTORY     - 1964     GOOD             NGS
 DL0381  HISTORY     - 1984     GOOD             USGS
 DL0381
 DL0381                          STATION DESCRIPTION
 DL0381
 DL0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0381'4.25 MI SE FROM HARMONY GROVE.
 DL0381'THIS MARK RECOVERED UNDER THE CENTER OF AN AIRWAY BEACON TOWER AND
 DL0381'JUST SOUTH OF A SHEET-METAL HANGER, WHICH IS PRESENTLY BEING USED FOR
 DL0381'AN ASSEMBLY PLANT BY THE HOLIDAY MANUFACTURING CO.  THE MARK IS 0.1
 DL0381'MILE EAST, 0.15 MILE NORTH AND 0.05 MILE EAST OF THE JUNCTION OF U.S.
 DL0381'HIGHWAY 79 AND STATE HIGHWAY 4.
 DL0381
 DL0381                          STATION RECOVERY (1984)
 DL0381
 DL0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 DL0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0229 ***********************************************************************
 DL0229  DESIGNATION -  R 198
 DL0229  PID         -  DL0229
 DL0229  STATE/COUNTY-  AR/UNION
 DL0229  USGS QUAD   -  SMACKOVER (1985)
 DL0229
 DL0229                         *CURRENT SURVEY CONTROL
 DL0229  ___________________________________________________________________
 DL0229* NAD 83(1986)-  33 19 21.     (N)    092 38 22.     (W)     SCALED    
 DL0229* NAVD 88     -        36.600  (meters)     120.08   (feet)  ADJUSTED  
 DL0229  ___________________________________________________________________
 DL0229  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0229  DYNAMIC HT  -          36.561 (meters)     119.95  (feet)  COMP
 DL0229  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 DL0229
 DL0229  VERT ORDER  -  FIRST     CLASS II
 DL0229
 DL0229.The horizontal coordinates were scaled from a topographic map and have
 DL0229.an estimated accuracy of +/- 6 seconds.
 DL0229
 DL0229.The orthometric height was determined by differential leveling
 DL0229.and adjusted by the National Geodetic Survey in June 1991..
 DL0229
 DL0229.The geoid height was determined by GEOID03.
 DL0229
 DL0229.The dynamic height is computed by dividing the NAVD 88
 DL0229.geopotential number by the normal gravity value computed on the
 DL0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0229.degrees latitude (g = 980.6199 gals.).
 DL0229
 DL0229.The modeled gravity was interpolated from observed gravity values.
 DL0229
 DL0229;                    North         East    Units  Estimated Accuracy
 DL0229;SPC AR S     -   472,930.      340,460.      MT  (+/- 180 meters Scaled)
 DL0229
 DL0229                          SUPERSEDED SURVEY CONTROL
 DL0229
 DL0229  NGVD 29 (??/??/92)   36.636  (m)          120.20   (f) ADJ UNCH    1 2
 DL0229
 DL0229.Superseded values are not recommended for survey control.
 DL0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0229.See file dsdata.txt to determine how the superseded data were derived.
 DL0229
 DL0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS335870(NAD 83)
 DL0229_MARKER: DB = BENCH MARK DISK
 DL0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0229_STAMPING: R 198 1960
 DL0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0229+STABILITY: SURFACE MOTION
 DL0229
 DL0229  HISTORY     - Date     Condition        Report By
 DL0229  HISTORY     - 1960     MONUMENTED       CGS
 DL0229  HISTORY     - 1964     GOOD             NGS
 DL0229
 DL0229                          STATION DESCRIPTION
 DL0229
 DL0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0229'1.5 MI E FROM NORPHLET.
 DL0229'ABOUT 1.5 MILES EAST ALONG AN ASPHALT ROAD FROM THE MISSOURI PACIFIC
 DL0229'RAILROAD STATION AT NORPHLET, 0.3 MILE EAST OF THE JUNCTION WITH A
 DL0229'GRAVELED ROAD LEADING NORTHEAST 0.1 MILE WEST OF THE JUNCTION WITH A
 DL0229'GRADED DIRT ROAD, IN SECTION 22, T 16 S, R 15 W, 63 FEET SOUTH OF THE
 DL0229'CENTER LINE OF THE ROAD, 76 FEET NORTH OF THE NORTH LEG OF AN OIL WELL
 DL0229'DERRICK, 53 FEET NORTHEAST OF THE NORTH CORNER OF AN ABANDONED
 DL0229'CONCRETE FOUNDATION, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DL0229'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 DL0229'INCHES.
 DL0229
 DL0229                          STATION RECOVERY (1964)
 DL0229
 DL0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0780 ***********************************************************************
 DL0780  DESIGNATION -  R 199
 DL0780  PID         -  DL0780
 DL0780  STATE/COUNTY-  AR/LAFAYETTE
 DL0780  USGS QUAD   -  CANFIELD (1975)
 DL0780
 DL0780                         *CURRENT SURVEY CONTROL
 DL0780  ___________________________________________________________________
 DL0780* NAD 83(1986)-  33 10 25.     (N)    093 38 09.     (W)     SCALED    
 DL0780* NAVD 88     -        79.785  (meters)     261.76   (feet)  ADJUSTED  
 DL0780  ___________________________________________________________________
 DL0780  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DL0780  DYNAMIC HT  -          79.699 (meters)     261.48  (feet)  COMP
 DL0780  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 DL0780
 DL0780  VERT ORDER  -  FIRST     CLASS II
 DL0780
 DL0780.The horizontal coordinates were scaled from a topographic map and have
 DL0780.an estimated accuracy of +/- 6 seconds.
 DL0780
 DL0780.The orthometric height was determined by differential leveling
 DL0780.and adjusted by the National Geodetic Survey in June 1991..
 DL0780
 DL0780.The geoid height was determined by GEOID03.
 DL0780
 DL0780.The dynamic height is computed by dividing the NAVD 88
 DL0780.geopotential number by the normal gravity value computed on the
 DL0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0780.degrees latitude (g = 980.6199 gals.).
 DL0780
 DL0780.The modeled gravity was interpolated from observed gravity values.
 DL0780
 DL0780;                    North         East    Units  Estimated Accuracy
 DL0780;SPC AR S     -   457,450.      247,430.      MT  (+/- 180 meters Scaled)
 DL0780
 DL0780                          SUPERSEDED SURVEY CONTROL
 DL0780
 DL0780  NGVD 29 (??/??/92)   79.839  (m)          261.94   (f) ADJ UNCH    1 2
 DL0780
 DL0780.Superseded values are not recommended for survey control.
 DL0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0780.See file dsdata.txt to determine how the superseded data were derived.
 DL0780
 DL0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS407707(NAD 83)
 DL0780_MARKER: DB = BENCH MARK DISK
 DL0780_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0780_SP_SET: 40 FT.
 DL0780_STAMPING: R 199 1960
 DL0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0780
 DL0780  HISTORY     - Date     Condition        Report By
 DL0780  HISTORY     - 1960     MONUMENTED       CGS
 DL0780  HISTORY     - 1963     GOOD             NGS
 DL0780  HISTORY     - 20041226 MARK NOT FOUND   USPSQD
 DL0780
 DL0780                          STATION DESCRIPTION
 DL0780
 DL0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0780'5.35 MI N FROM BRADLEY.
 DL0780'ABOUT 5.35 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0780'STATION AT BRADLEY, 5 POLES SOUTH OF MILEPOLE 403, 61 FEETT WEST OF
 DL0780'THE WEST RAIL, 106 FEET SOUTHWEST OF CENTER OF A PRIVATE ROAD
 DL0780'CROSSING, 88 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 DL0780'WEST, 0.7 MILE SOUTH OF STATION SIGN AT CANFIELD, 4.3 FEET SOUTH OF A
 DL0780'POWER POLE, 1.3 FEET EAST OF A FENCE, 1.3 FEET NORTH OF A METAL
 DL0780'WITNESS POST, ABOUT 3 FEET BELOW THE TRACKS, ON THE TOP OF A 5/8-INCH
 DL0780'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET, AND IS ENCASED
 DL0780'IN A 6-INCH TILE THAT PROJECTS 2 INCHES.
 DL0780
 DL0780                          STATION RECOVERY (1963)
 DL0780
 DL0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0780'RECOVERED IN GOOD CONDITION.
 DL0780
 DL0780                          STATION RECOVERY (2004)
 DL0780
 DL0780'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DL0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0315 ***********************************************************************
 GE0315  DESIGNATION -  R 2
 GE0315  PID         -  GE0315
 GE0315  STATE/COUNTY-  AR/LAWRENCE
 GE0315  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0315
 GE0315                         *CURRENT SURVEY CONTROL
 GE0315  ___________________________________________________________________
 GE0315* NAD 83(1986)-  36 03 12.     (N)    090 58 37.     (W)     SCALED    
 GE0315* NAVD 88     -        80.834  (meters)     265.20   (feet)  ADJUSTED  
 GE0315  ___________________________________________________________________
 GE0315  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GE0315  DYNAMIC HT  -          80.767 (meters)     264.98  (feet)  COMP
 GE0315  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GE0315
 GE0315  VERT ORDER  -  FIRST     CLASS II
 GE0315
 GE0315.The horizontal coordinates were scaled from a topographic map and have
 GE0315.an estimated accuracy of +/- 6 seconds.
 GE0315
 GE0315.The orthometric height was determined by differential leveling
 GE0315.and adjusted by the National Geodetic Survey in June 1991..
 GE0315
 GE0315.The geoid height was determined by GEOID03.
 GE0315
 GE0315.The dynamic height is computed by dividing the NAVD 88
 GE0315.geopotential number by the normal gravity value computed on the
 GE0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0315.degrees latitude (g = 980.6199 gals.).
 GE0315
 GE0315.The modeled gravity was interpolated from observed gravity values.
 GE0315
 GE0315;                    North         East    Units  Estimated Accuracy
 GE0315;SPC AR N     -   191,300.      492,180.      MT  (+/- 180 meters Scaled)
 GE0315
 GE0315                          SUPERSEDED SURVEY CONTROL
 GE0315
 GE0315  NGVD 29 (??/??/92)   80.746  (m)          264.91   (f) ADJ UNCH    1 2
 GE0315
 GE0315.Superseded values are not recommended for survey control.
 GE0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0315.See file dsdata.txt to determine how the superseded data were derived.
 GE0315
 GE0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV822917(NAD 83)
 GE0315_MARKER: DB = BENCH MARK DISK
 GE0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0315_STAMPING: 264.914 R 2 1928
 GE0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0315+STABILITY: SURFACE MOTION
 GE0315
 GE0315  HISTORY     - Date     Condition        Report By
 GE0315  HISTORY     - 1928     MONUMENTED       CGS
 GE0315  HISTORY     - 1963     MARK NOT FOUND   NGS
 GE0315
 GE0315                          STATION DESCRIPTION
 GE0315
 GE0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GE0315'0.2 MI NW FROM HOXIE.
 GE0315'0.2 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0315'FROM THE STATION AT HOXIE, LAWRENCE COUNTY, BETWEEN POLES 397/26
 GE0315'AND 397/27, AT THE FIRST ROAD CROSSING NORTHWEST OF THE STATION,
 GE0315'58 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 44 FEET WEST
 GE0315'OF THE CENTERLINE OF ROAD, 34 FEET SOUTH OF THE CENTERLINE OF THE
 GE0315'TRACK, AND 19 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 GE0315'264.914 R 2 1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0315'4 INCHES ABOVE GROUND.  NOTE-- IT IS BELIEVED DESTROYED BY ROAD
 GE0315'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0130 ***********************************************************************
 FH0130  DESIGNATION -  R 20
 FH0130  PID         -  FH0130
 FH0130  STATE/COUNTY-  AR/SCOTT
 FH0130  USGS QUAD   -  ABBOTT (1987)
 FH0130
 FH0130                         *CURRENT SURVEY CONTROL
 FH0130  ___________________________________________________________________
 FH0130* NAD 83(1986)-  35 03 47.     (N)    094 08 05.     (W)     SCALED    
 FH0130* NAVD 88     -       162.987  (meters)     534.73   (feet)  ADJUSTED  
 FH0130  ___________________________________________________________________
 FH0130  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FH0130  DYNAMIC HT  -         162.824 (meters)     534.20  (feet)  COMP
 FH0130  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 FH0130
 FH0130  VERT ORDER  -  FIRST     CLASS II
 FH0130
 FH0130.The horizontal coordinates were scaled from a topographic map and have
 FH0130.an estimated accuracy of +/- 6 seconds.
 FH0130
 FH0130.The orthometric height was determined by differential leveling
 FH0130.and adjusted by the National Geodetic Survey in June 1991..
 FH0130
 FH0130.The geoid height was determined by GEOID03.
 FH0130
 FH0130.The dynamic height is computed by dividing the NAVD 88
 FH0130.geopotential number by the normal gravity value computed on the
 FH0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0130.degrees latitude (g = 980.6199 gals.).
 FH0130
 FH0130.The modeled gravity was interpolated from observed gravity values.
 FH0130
 FH0130;                    North         East    Units  Estimated Accuracy
 FH0130;SPC AR N     -    83,070.      205,290.      MT  (+/- 180 meters Scaled)
 FH0130
 FH0130                          SUPERSEDED SURVEY CONTROL
 FH0130
 FH0130  NGVD 29 (??/??/92)  162.880  (m)          534.38   (f) ADJ UNCH    1 2
 FH0130
 FH0130.Superseded values are not recommended for survey control.
 FH0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0130.See file dsdata.txt to determine how the superseded data were derived.
 FH0130
 FH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU965806(NAD 83)
 FH0130_MARKER: DB = BENCH MARK DISK
 FH0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0130_SP_SET: CURB
 FH0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0130
 FH0130  HISTORY     - Date     Condition        Report By
 FH0130  HISTORY     - UNK      MONUMENTED       CGS
 FH0130  HISTORY     - 1931     GOOD             NGS
 FH0130  HISTORY     - 1959     GOOD             NGS
 FH0130  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0130  HISTORY     - 1987     GOOD             USPSQD
 FH0130
 FH0130                          STATION DESCRIPTION
 FH0130
 FH0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FH0130'3.7 MI E FROM ABBOTT.
 FH0130'3.7 MILES EAST, LOCATED IN THE SOUTHWEST CORNER OF BRIDGE
 FH0130'12-13.10, THIS IS ON HIGHWAY U.S. 71, WHICH RUNS EAST FROM
 FH0130'ABBOTT FOR SOME DISTANCE, THE BRIDGE IS ABOUT 250 FEET LONG,
 FH0130'MARK IS SET IN THE CURBING ABOUT 1.5 FEET EAST OF THE WEST
 FH0130'END OF THE BRIDGE.
 FH0130
 FH0130                          STATION RECOVERY (1959)
 FH0130
 FH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0130'RECOVERED IN GOOD CONDITION.
 FH0130
 FH0130                          STATION RECOVERY (1985)
 FH0130
 FH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0130'NOT RECOVERED, BRIDGE GONE AND DISK LOST.
 FH0130
 FH0130                          STATION RECOVERY (1987)
 FH0130
 FH0130'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0740 ***********************************************************************
 FH0740  DESIGNATION -  R 20 RESET
 FH0740  PID         -  FH0740
 FH0740  STATE/COUNTY-  AR/SCOTT
 FH0740  USGS QUAD   -  ABBOTT (1987)
 FH0740
 FH0740                         *CURRENT SURVEY CONTROL
 FH0740  ___________________________________________________________________
 FH0740* NAD 83(1986)-  35 03 49.     (N)    094 08 06.     (W)     SCALED    
 FH0740* NAVD 88     -       162.807  (meters)     534.14   (feet)  ADJUSTED  
 FH0740  ___________________________________________________________________
 FH0740  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FH0740  DYNAMIC HT  -         162.644 (meters)     533.61  (feet)  COMP
 FH0740  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 FH0740
 FH0740  VERT ORDER  -  FIRST     CLASS II
 FH0740
 FH0740.The horizontal coordinates were scaled from a topographic map and have
 FH0740.an estimated accuracy of +/- 6 seconds.
 FH0740
 FH0740.The orthometric height was determined by differential leveling
 FH0740.and adjusted by the National Geodetic Survey in June 1991..
 FH0740
 FH0740.The geoid height was determined by GEOID03.
 FH0740
 FH0740.The dynamic height is computed by dividing the NAVD 88
 FH0740.geopotential number by the normal gravity value computed on the
 FH0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0740.degrees latitude (g = 980.6199 gals.).
 FH0740
 FH0740.The modeled gravity was interpolated from observed gravity values.
 FH0740
 FH0740;                    North         East    Units  Estimated Accuracy
 FH0740;SPC AR N     -    83,130.      205,270.      MT  (+/- 180 meters Scaled)
 FH0740
 FH0740                          SUPERSEDED SURVEY CONTROL
 FH0740
 FH0740.No superseded survey control is available for this station.
 FH0740
 FH0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU965806(NAD 83)
 FH0740_MARKER: DB = BENCH MARK DISK
 FH0740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0740_STAMPING: R 20 RESET 1981
 FH0740_MARK LOGO: NGS   
 FH0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0740
 FH0740  HISTORY     - Date     Condition        Report By
 FH0740  HISTORY     - 1981     MONUMENTED       ARHD
 FH0740  HISTORY     - 1985     GOOD             NGS
 FH0740  HISTORY     - 1987     GOOD             USPSQD
 FH0740  HISTORY     - 1987     GOOD             USPSQD
 FH0740  HISTORY     - 1988     GOOD             USPSQD
 FH0740  HISTORY     - 1989     GOOD             USPSQD
 FH0740  HISTORY     - 1990     GOOD             USPSQD
 FH0740
 FH0740                          STATION DESCRIPTION
 FH0740
 FH0740'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1981
 FH0740'3.7 MI EAST FROM ABBOTT.
 FH0740'3.7 EAST ALONG U.S. HIGHWAY 71 FROM ABBOTT, IN THE NORTHWEST WING
 FH0740'WALL OF A 353 FOOT BRIDGE, ABUTMENT NO. 8, BRIDGE NO 5864.
 FH0740
 FH0740                          STATION RECOVERY (1985)
 FH0740
 FH0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0740'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.
 FH0740'11.4 KM (7.1 MI) EAST ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF STATE
 FH0740'HIGHWAY 96 IN NORTH MANSFIELD, TO A BRIDGE OVER ROCK CREEK, SET IN THE
 FH0740'NORTHEAST ABUTMENT OF THE BRIDGE, 7.47 METERS (24.5 FT) NORTHEAST OF
 FH0740'THE CENTERLINE OF HIGHWAY 71, AND 0.55 METERS (1.8 FT) SOUTHWEST OF
 FH0740'THE NORTHEAST END OF THE ABUTMENT.
 FH0740'THE MARK IS 0.15 M BELOW HIGHWAY 71.
 FH0740
 FH0740                          STATION RECOVERY (1987)
 FH0740
 FH0740'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0740'RECOVERED IN GOOD CONDITION.
 FH0740
 FH0740                          STATION RECOVERY (1987)
 FH0740
 FH0740'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0740'RECOVERED IN GOOD CONDITION.
 FH0740
 FH0740                          STATION RECOVERY (1988)
 FH0740
 FH0740'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0740'RECOVERED IN GOOD CONDITION.
 FH0740
 FH0740                          STATION RECOVERY (1989)
 FH0740
 FH0740'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0740'RECOVERED IN GOOD CONDITION.
 FH0740
 FH0740                          STATION RECOVERY (1990)
 FH0740
 FH0740'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0090 ***********************************************************************
 DL0090  DESIGNATION -  R 201
 DL0090  PID         -  DL0090
 DL0090  STATE/COUNTY-  AR/UNION
 DL0090  USGS QUAD   -  HARRELL BRAKE (1981)
 DL0090
 DL0090                         *CURRENT SURVEY CONTROL
 DL0090  ___________________________________________________________________
 DL0090* NAD 83(1986)-  33 15 20.     (N)    092 23 50.     (W)     SCALED    
 DL0090* NAVD 88     -        53.808  (meters)     176.54   (feet)  ADJUSTED  
 DL0090  ___________________________________________________________________
 DL0090  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0090  DYNAMIC HT  -          53.750 (meters)     176.34  (feet)  COMP
 DL0090  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 DL0090
 DL0090  VERT ORDER  -  FIRST     CLASS II
 DL0090
 DL0090.The horizontal coordinates were scaled from a topographic map and have
 DL0090.an estimated accuracy of +/- 6 seconds.
 DL0090
 DL0090.The orthometric height was determined by differential leveling
 DL0090.and adjusted by the National Geodetic Survey in June 1991..
 DL0090
 DL0090.The geoid height was determined by GEOID03.
 DL0090
 DL0090.The dynamic height is computed by dividing the NAVD 88
 DL0090.geopotential number by the normal gravity value computed on the
 DL0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0090.degrees latitude (g = 980.6199 gals.).
 DL0090
 DL0090.The modeled gravity was interpolated from observed gravity values.
 DL0090
 DL0090;                    North         East    Units  Estimated Accuracy
 DL0090;SPC AR S     -   465,390.      362,990.      MT  (+/- 180 meters Scaled)
 DL0090
 DL0090                          SUPERSEDED SURVEY CONTROL
 DL0090
 DL0090  NGVD 29 (??/??/92)   53.855  (m)          176.69   (f) ADJ UNCH    1 2
 DL0090
 DL0090.Superseded values are not recommended for survey control.
 DL0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0090.See file dsdata.txt to determine how the superseded data were derived.
 DL0090
 DL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS561797(NAD 83)
 DL0090_MARKER: DB = BENCH MARK DISK
 DL0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0090_STAMPING: R 201 1960
 DL0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0090+STABILITY: SURFACE MOTION
 DL0090
 DL0090  HISTORY     - Date     Condition        Report By
 DL0090  HISTORY     - 1960     MONUMENTED       CGS
 DL0090  HISTORY     - 1964     GOOD             NGS
 DL0090  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0090
 DL0090                          STATION DESCRIPTION
 DL0090
 DL0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0090'9.45 MI E FROM OLD UNION.
 DL0090'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH,
 DL0090'THENCE 9.25 MILES EAST ALONG STATE HIGHWAY 15, IN SECTION 12, T 17 S,
 DL0090'R 13 W, 83 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 89 FEET
 DL0090'NORTH OF THE CENTER OF THE JUNCTION OF A WOODS ROAD, 34 FEET
 DL0090'EAST-NORTHEAST OF THE CENTER LINE OF THE WOODS ROAD, 16 FEET
 DL0090'NORTH-NORTHEAST OF A 14-INCH OAK TREE, 9 FEET NORTH OF A 12-INCH OAK
 DL0090'TREE MARKED WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE, 1.7 FEET NORTH
 DL0090'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF
 DL0090'A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THE HIGHWAY HAS BEEN
 DL0090'REROUTED AND DOES NOT PASS THIS MARK.  IT WAS RECOVERED AS DESCRIBED
 DL0090'FROM THE OLD HIGHWAY AND IS 0.3 MILE WEST ON OLD HIGHWAY FROM POINT OF
 DL0090'INTERSECTION OF OLD AND NEW HIGHWAYS.
 DL0090
 DL0090                          STATION RECOVERY (1964)
 DL0090
 DL0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0090'RECOVERED IN GOOD CONDITION.
 DL0090
 DL0090                          STATION RECOVERY (2004)
 DL0090
 DL0090'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0560 ***********************************************************************
 DL0560  DESIGNATION -  R 202
 DL0560  PID         -  DL0560
 DL0560  STATE/COUNTY-  AR/COLUMBIA
 DL0560  USGS QUAD   -  BUCKNER (1968)
 DL0560
 DL0560                         *CURRENT SURVEY CONTROL
 DL0560  ___________________________________________________________________
 DL0560* NAD 83(1986)-  33 21 16.     (N)    093 24 32.     (W)     SCALED    
 DL0560* NAVD 88     -        75.818  (meters)     248.75   (feet)  ADJUSTED  
 DL0560  ___________________________________________________________________
 DL0560  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DL0560  DYNAMIC HT  -          75.737 (meters)     248.48  (feet)  COMP
 DL0560  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DL0560
 DL0560  VERT ORDER  -  FIRST     CLASS II
 DL0560
 DL0560.The horizontal coordinates were scaled from a topographic map and have
 DL0560.an estimated accuracy of +/- 6 seconds.
 DL0560
 DL0560.The orthometric height was determined by differential leveling
 DL0560.and adjusted by the National Geodetic Survey in June 1991..
 DL0560
 DL0560.The geoid height was determined by GEOID03.
 DL0560
 DL0560.The dynamic height is computed by dividing the NAVD 88
 DL0560.geopotential number by the normal gravity value computed on the
 DL0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0560.degrees latitude (g = 980.6199 gals.).
 DL0560
 DL0560.The modeled gravity was interpolated from observed gravity values.
 DL0560
 DL0560;                    North         East    Units  Estimated Accuracy
 DL0560;SPC AR S     -   477,190.      268,870.      MT  (+/- 180 meters Scaled)
 DL0560
 DL0560                          SUPERSEDED SURVEY CONTROL
 DL0560
 DL0560  NGVD 29 (??/??/92)   75.853  (m)          248.86   (f) ADJ UNCH    1 2
 DL0560
 DL0560.Superseded values are not recommended for survey control.
 DL0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0560.See file dsdata.txt to determine how the superseded data were derived.
 DL0560
 DL0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS619906(NAD 83)
 DL0560_MARKER: DB = BENCH MARK DISK
 DL0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0560_SP_SET: FOUNDATION
 DL0560_STAMPING: R 202 1960
 DL0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0560
 DL0560  HISTORY     - Date     Condition        Report By
 DL0560  HISTORY     - 1960     MONUMENTED       CGS
 DL0560  HISTORY     - 1963     GOOD             NGS
 DL0560
 DL0560                          STATION DESCRIPTION
 DL0560
 DL0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0560'5.3 MI E FROM STAMPS.
 DL0560'ABOUT 5.3 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0560'STATION AT STAMPS, ALSO 6.75 MILES WEST ALONG THE ST. LOUIS
 DL0560'SOUTHWESTERN RAILWAY FROM THE STATION AT WALDO, IN SECTION 17, T 16 S,
 DL0560'R 22 W, ABOUT 0.3 MILE EAST OF THE LAFAYETTE-COLUMBIA COUNTY LINE, 3
 DL0560'POLES OR 0.1 MILE EAST OF MILEPOST 380, 158 FEET NORTH OF THE NORTH
 DL0560'RAIL, SET IN THE TOP OF A 2X2 FOOT CONCRETE FOOTING OF AN OIL DERRICK,
 DL0560'17 FEET SOUTHWEST OF AN OIL WELL, 8 FEET WEST OF THE WEST EDGE OF A
 DL0560'CONCRETE FOUNDATION SUPPORTING A LARGE OIL WELL PUMP, ABOUT 6 FEET
 DL0560'BELOW THE TRACK, AND 1 FOOT ABOVE THE GROUND.
 DL0560
 DL0560                          STATION RECOVERY (1963)
 DL0560
 DL0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0619 ***********************************************************************
 DL0619  DESIGNATION -  R 203
 DL0619  PID         -  DL0619
 DL0619  STATE/COUNTY-  AR/COLUMBIA
 DL0619  USGS QUAD   -  MAGNOLIA (1968)
 DL0619
 DL0619                         *CURRENT SURVEY CONTROL
 DL0619  ___________________________________________________________________
 DL0619* NAD 83(1986)-  33 20 00.     (N)    093 13 08.     (W)     SCALED    
 DL0619* NAVD 88     -       105.161  (meters)     345.02   (feet)  ADJUSTED  
 DL0619  ___________________________________________________________________
 DL0619  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0619  DYNAMIC HT  -         105.048 (meters)     344.64  (feet)  COMP
 DL0619  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DL0619
 DL0619  VERT ORDER  -  SECOND    CLASS 0
 DL0619
 DL0619.The horizontal coordinates were scaled from a topographic map and have
 DL0619.an estimated accuracy of +/- 6 seconds.
 DL0619
 DL0619.The orthometric height was determined by differential leveling
 DL0619.and adjusted by the National Geodetic Survey in June 1991..
 DL0619
 DL0619.The geoid height was determined by GEOID03.
 DL0619
 DL0619.The dynamic height is computed by dividing the NAVD 88
 DL0619.geopotential number by the normal gravity value computed on the
 DL0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0619.degrees latitude (g = 980.6199 gals.).
 DL0619
 DL0619.The modeled gravity was interpolated from observed gravity values.
 DL0619
 DL0619;                    North         East    Units  Estimated Accuracy
 DL0619;SPC AR S     -   474,620.      286,530.      MT  (+/- 180 meters Scaled)
 DL0619
 DL0619                          SUPERSEDED SURVEY CONTROL
 DL0619
 DL0619  NGVD 29 (??/??/92)  105.190  (m)          345.11   (f) ADJ UNCH    2 0
 DL0619
 DL0619.Superseded values are not recommended for survey control.
 DL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0619.See file dsdata.txt to determine how the superseded data were derived.
 DL0619
 DL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS796882(NAD 83)
 DL0619_MARKER: DB = BENCH MARK DISK
 DL0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0619_STAMPING: R 203 1960
 DL0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0619+STABILITY: SURFACE MOTION
 DL0619
 DL0619  HISTORY     - Date     Condition        Report By
 DL0619  HISTORY     - 1960     MONUMENTED       CGS
 DL0619  HISTORY     - 1981     GOOD             LOCSUR
 DL0619
 DL0619                          STATION DESCRIPTION
 DL0619
 DL0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0619'1.1 MI S FROM MCNEIL.
 DL0619'ABOUT 1.1 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0619'THE ST. LOUIS AND SOUTHWESTERN RAILWAY STATION AT MCNEIL, IN SECTION
 DL0619'19, T 16 S, R 20 W, 0.35 MILE SOUTH OF MILEPOST 1, MIDWAY BETWEEN TWO
 DL0619'RAILROAD CROSSINGS, 46 FEET WEST OF THE WEST RAIL, 17 1/2 FEET
 DL0619'SOUTHWEST OF A TELEPHONE POLE, 9 FEET SOUTH OF THE NORTHEAST FENCE
 DL0619'CORNER OF A FENCE AROUND A TRANSFORMER STATION, 2 FEET EAST OF A
 DL0619'FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DL0619'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0619
 DL0619                          STATION RECOVERY (1981)
 DL0619
 DL0619'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DL0619'LANDOWNER HAS BEEN GRADING ALL GROUND THE MON. A CONC DRAINAGE PIPE
 DL0619'HAD BEEN PLACED AROUND MON TO PROECT IT. THE MON IS ABOUT 2 1/2 FT
 DL0619'BELOW PRESENT GR. LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0521 ***********************************************************************
 DL0521  DESIGNATION -  R 204
 DL0521  PID         -  DL0521
 DL0521  STATE/COUNTY-  AR/OUACHITA
 DL0521  USGS QUAD   -  STEPHENS (1976)
 DL0521
 DL0521                         *CURRENT SURVEY CONTROL
 DL0521  ___________________________________________________________________
 DL0521* NAD 83(1986)-  33 24 12.     (N)    093 04 43.     (W)     SCALED    
 DL0521* NAVD 88     -        62.733  (meters)     205.82   (feet)  ADJUSTED  
 DL0521  ___________________________________________________________________
 DL0521  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DL0521  DYNAMIC HT  -          62.667 (meters)     205.60  (feet)  COMP
 DL0521  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DL0521
 DL0521  VERT ORDER  -  FIRST     CLASS II
 DL0521
 DL0521.The horizontal coordinates were scaled from a topographic map and have
 DL0521.an estimated accuracy of +/- 6 seconds.
 DL0521
 DL0521.The orthometric height was determined by differential leveling
 DL0521.and adjusted by the National Geodetic Survey in June 1991..
 DL0521
 DL0521.The geoid height was determined by GEOID03.
 DL0521
 DL0521.The dynamic height is computed by dividing the NAVD 88
 DL0521.geopotential number by the normal gravity value computed on the
 DL0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0521.degrees latitude (g = 980.6199 gals.).
 DL0521
 DL0521.The modeled gravity was interpolated from observed gravity values.
 DL0521
 DL0521;                    North         East    Units  Estimated Accuracy
 DL0521;SPC AR S     -   482,240.      299,670.      MT  (+/- 180 meters Scaled)
 DL0521
 DL0521                          SUPERSEDED SURVEY CONTROL
 DL0521
 DL0521  NGVD 29 (??/??/92)   62.761  (m)          205.91   (f) ADJ UNCH    1 2
 DL0521
 DL0521.Superseded values are not recommended for survey control.
 DL0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0521.See file dsdata.txt to determine how the superseded data were derived.
 DL0521
 DL0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS926960(NAD 83)
 DL0521_MARKER: DB = BENCH MARK DISK
 DL0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0521_STAMPING: R 204 1960
 DL0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0521+STABILITY: SURFACE MOTION
 DL0521
 DL0521  HISTORY     - Date     Condition        Report By
 DL0521  HISTORY     - 1960     MONUMENTED       CGS
 DL0521  HISTORY     - 1963     GOOD             NGS
 DL0521
 DL0521                          STATION DESCRIPTION
 DL0521
 DL0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0521'0.9 MI SW FROM STEPHENS.
 DL0521'ABOUT 0.9 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0521'THE STATION AT STEPHENS, IN SECTION 28, T 15 S, R 19 W, 57 FEET
 DL0521'SOUTHEAST OF THE 4TH TELEPHONE POLE EAST OF MILEPOST 359, 47 FEET
 DL0521'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 28 FEET EAST OF THE CENTER
 DL0521'LINE OF A DIRT ROAD AND GATE, 51 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 DL0521'A ROAD CROSSING, 40 FEET NORTH OF A BRACED POWER POLE, IN LINE WITH A
 DL0521'NORTH-SOUTH ROW OF POWER POLES, 2 1/2 FEET NORTH OF A FENCE, 1.8 FEET
 DL0521'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE
 DL0521'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0521
 DL0521                          STATION RECOVERY (1963)
 DL0521
 DL0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1325 ***********************************************************************
 FF1325  DESIGNATION -  R 205
 FF1325  PID         -  FF1325
 FF1325  STATE/COUNTY-  AR/WHITE
 FF1325  USGS QUAD   -  JUDSONIA (1994)
 FF1325
 FF1325                         *CURRENT SURVEY CONTROL
 FF1325  ___________________________________________________________________
 FF1325* NAD 83(1986)-  35 18 42.     (N)    091 38 34.     (W)     SCALED    
 FF1325* NAVD 88     -       118.633  (meters)     389.22   (feet)  ADJUSTED  
 FF1325  ___________________________________________________________________
 FF1325  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1325  DYNAMIC HT  -         118.526 (meters)     388.86  (feet)  COMP
 FF1325  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FF1325
 FF1325  VERT ORDER  -  SECOND    CLASS 0
 FF1325
 FF1325.The horizontal coordinates were scaled from a topographic map and have
 FF1325.an estimated accuracy of +/- 6 seconds.
 FF1325
 FF1325.The orthometric height was determined by differential leveling
 FF1325.and adjusted by the National Geodetic Survey in June 1991..
 FF1325
 FF1325.The geoid height was determined by GEOID03.
 FF1325
 FF1325.The dynamic height is computed by dividing the NAVD 88
 FF1325.geopotential number by the normal gravity value computed on the
 FF1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1325.degrees latitude (g = 980.6199 gals.).
 FF1325
 FF1325.The modeled gravity was interpolated from observed gravity values.
 FF1325
 FF1325;                    North         East    Units  Estimated Accuracy
 FF1325;SPC AR N     -   108,600.      432,480.      MT  (+/- 180 meters Scaled)
 FF1325
 FF1325                          SUPERSEDED SURVEY CONTROL
 FF1325
 FF1325  NGVD 29 (??/??/??)  118.581  (m)          389.04   (f) ADJUSTED    2 0
 FF1325
 FF1325.Superseded values are not recommended for survey control.
 FF1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1325.See file dsdata.txt to determine how the superseded data were derived.
 FF1325
 FF1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV233084(NAD 83)
 FF1325_MARKER: DB = BENCH MARK DISK
 FF1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1325_STAMPING: R 205 1962
 FF1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1325+STABILITY: SURFACE MOTION
 FF1325
 FF1325  HISTORY     - Date     Condition        Report By
 FF1325  HISTORY     - 1962     MONUMENTED       CGS
 FF1325  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF1325
 FF1325                          STATION DESCRIPTION
 FF1325
 FF1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1325'4.1 MI N FROM JUDSONIA.
 FF1325'0.4 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1325'STATION AT JUDSONIA, THENCE 1.5 MILES NORTH ALONG A DIRT
 FF1325'ROAD, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 1.7 MILES
 FF1325'NORTHWEST ALONG STATE HIGHWAY 157, 32.5 FEET WEST OF THE CENTER
 FF1325'OF THE HIGHWAY, 2.1 FEET NORTH OF A METAL WITNESS POST, 2 FEET
 FF1325'NORTHWEST OF THE SOUTHEAST CORNER OF ABANDONED WELL, ABOUT 2
 FF1325'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN A DRILL HOLE IN
 FF1325'CONCRETE FOUNDATION OF A WELL.
 FF1325
 FF1325                          STATION RECOVERY (1990)
 FF1325
 FF1325'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1519 ***********************************************************************
 FF1519  DESIGNATION -  R 206
 FF1519  PID         -  FF1519
 FF1519  STATE/COUNTY-  AR/WHITE
 FF1519  USGS QUAD   -  SIDON (1994)
 FF1519
 FF1519                         *CURRENT SURVEY CONTROL
 FF1519  ___________________________________________________________________
 FF1519* NAD 83(1986)-  35 17 41.     (N)    091 57 31.     (W)     SCALED    
 FF1519* NAVD 88     -       224.673  (meters)     737.11   (feet)  ADJUSTED  
 FF1519  ___________________________________________________________________
 FF1519  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FF1519  DYNAMIC HT  -         224.463 (meters)     736.43  (feet)  COMP
 FF1519  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 FF1519
 FF1519  VERT ORDER  -  SECOND    CLASS 0
 FF1519
 FF1519.The horizontal coordinates were scaled from a topographic map and have
 FF1519.an estimated accuracy of +/- 6 seconds.
 FF1519
 FF1519.The orthometric height was determined by differential leveling
 FF1519.and adjusted by the National Geodetic Survey in June 1991..
 FF1519
 FF1519.The geoid height was determined by GEOID03.
 FF1519
 FF1519.The dynamic height is computed by dividing the NAVD 88
 FF1519.geopotential number by the normal gravity value computed on the
 FF1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1519.degrees latitude (g = 980.6199 gals.).
 FF1519
 FF1519.The modeled gravity was interpolated from observed gravity values.
 FF1519
 FF1519;                    North         East    Units  Estimated Accuracy
 FF1519;SPC AR N     -   106,660.      403,770.      MT  (+/- 180 meters Scaled)
 FF1519
 FF1519                          SUPERSEDED SURVEY CONTROL
 FF1519
 FF1519  NGVD 29 (??/??/??)  224.621  (m)          736.94   (f) ADJUSTED    2 0
 FF1519
 FF1519.Superseded values are not recommended for survey control.
 FF1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1519.See file dsdata.txt to determine how the superseded data were derived.
 FF1519
 FF1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV946062(NAD 83)
 FF1519_MARKER: DB = BENCH MARK DISK
 FF1519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1519_SP_SET: CULVERT
 FF1519_STAMPING: R 206 1962
 FF1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1519+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF1519
 FF1519  HISTORY     - Date     Condition        Report By
 FF1519  HISTORY     - 1962     MONUMENTED       CGS
 FF1519  HISTORY     - 1967     GOOD             CGS
 FF1519  HISTORY     - 1988     GOOD             USPSQD
 FF1519  HISTORY     - 20030701 GOOD             USACE
 FF1519
 FF1519                          STATION DESCRIPTION
 FF1519
 FF1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1519'8.6 MI E FROM ROSE BUD.
 FF1519'IT IS 8.55 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE
 FF1519'IN ROSE BUD, AT A ROAD LEADING NORTH, 75 FEET NORTH OF A POWER
 FF1519'POLE WITH A TRANSFORMER, 18 FEET SOUTHWEST OF THE CENTER OF THE
 FF1519'HIGHWAY, AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE CENTER
 FF1519'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 FF1519
 FF1519                          STATION RECOVERY (1988)
 FF1519
 FF1519'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1519'RECOVERED IN GOOD CONDITION.
 FF1519
 FF1519                          STATION RECOVERY (2003)
 FF1519
 FF1519'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1424 ***********************************************************************
 FF1424  DESIGNATION -  R 207
 FF1424  PID         -  FF1424
 FF1424  STATE/COUNTY-  AR/WHITE
 FF1424  USGS QUAD   -  FLOYD (1994)
 FF1424
 FF1424                         *CURRENT SURVEY CONTROL
 FF1424  ___________________________________________________________________
 FF1424* NAD 83(1986)-  35 07 42.     (N)    091 54 16.     (W)     SCALED    
 FF1424* NAVD 88     -        85.410  (meters)     280.22   (feet)  ADJUSTED  
 FF1424  ___________________________________________________________________
 FF1424  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1424  DYNAMIC HT  -          85.332 (meters)     279.96  (feet)  COMP
 FF1424  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 FF1424
 FF1424  VERT ORDER  -  SECOND    CLASS 0
 FF1424
 FF1424.The horizontal coordinates were scaled from a topographic map and have
 FF1424.an estimated accuracy of +/- 6 seconds.
 FF1424
 FF1424.The orthometric height was determined by differential leveling
 FF1424.and adjusted by the National Geodetic Survey in June 1991..
 FF1424
 FF1424.The geoid height was determined by GEOID03.
 FF1424
 FF1424.The dynamic height is computed by dividing the NAVD 88
 FF1424.geopotential number by the normal gravity value computed on the
 FF1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1424.degrees latitude (g = 980.6199 gals.).
 FF1424
 FF1424.The modeled gravity was interpolated from observed gravity values.
 FF1424
 FF1424;                    North         East    Units  Estimated Accuracy
 FF1424;SPC AR N     -    88,200.      408,710.      MT  (+/- 180 meters Scaled)
 FF1424
 FF1424                          SUPERSEDED SURVEY CONTROL
 FF1424
 FF1424  NGVD 29 (??/??/??)   85.386  (m)          280.14   (f) ADJUSTED    2 0
 FF1424
 FF1424.Superseded values are not recommended for survey control.
 FF1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1424.See file dsdata.txt to determine how the superseded data were derived.
 FF1424
 FF1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU998878(NAD 83)
 FF1424_MARKER: DB = BENCH MARK DISK
 FF1424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1424_SP_SET: CULVERT
 FF1424_STAMPING: R 207 1962
 FF1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1424+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 FF1424
 FF1424  HISTORY     - Date     Condition        Report By
 FF1424  HISTORY     - 1962     MONUMENTED       CGS
 FF1424  HISTORY     - 20030731 GOOD             USACE
 FF1424
 FF1424                          STATION DESCRIPTION
 FF1424
 FF1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1424'5 MI NW FROM BEEBE.
 FF1424'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 31 TO THE JUNCTION OF
 FF1424'STATE HIGHWAY 267 FROM THE RAILROAD STATION IN BEEBE, 36.6
 FF1424'NORTHWEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAYS 267
 FF1424'AND 31, 26 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 31, 25
 FF1424'FEET WEST OF THE CENTER OF STATE HIGHWAY 267 AND 1.10 FEET NORTH
 FF1424'OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT, SET
 FF1424'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF THE CONCRETE
 FF1424'CULVERT.
 FF1424
 FF1424                          STATION RECOVERY (2003)
 FF1424
 FF1424'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0220 ***********************************************************************
 FG0220  DESIGNATION -  R 208
 FG0220  PID         -  FG0220
 FG0220  STATE/COUNTY-  AR/FAULKNER
 FG0220  USGS QUAD   -  DAMASCUS (1994)
 FG0220
 FG0220                         *CURRENT SURVEY CONTROL
 FG0220  ___________________________________________________________________
 FG0220* NAD 83(1986)-  35 20 00.     (N)    092 26 24.     (W)     SCALED    
 FG0220* NAVD 88     -       154.441  (meters)     506.70   (feet)  ADJUSTED  
 FG0220  ___________________________________________________________________
 FG0220  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0220  DYNAMIC HT  -         154.298 (meters)     506.23  (feet)  COMP
 FG0220  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 FG0220
 FG0220  VERT ORDER  -  SECOND    CLASS 0
 FG0220
 FG0220.The horizontal coordinates were scaled from a topographic map and have
 FG0220.an estimated accuracy of +/- 6 seconds.
 FG0220
 FG0220.The orthometric height was determined by differential leveling
 FG0220.and adjusted by the National Geodetic Survey in June 1991..
 FG0220
 FG0220.The geoid height was determined by GEOID03.
 FG0220
 FG0220.The dynamic height is computed by dividing the NAVD 88
 FG0220.geopotential number by the normal gravity value computed on the
 FG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0220.degrees latitude (g = 980.6199 gals.).
 FG0220
 FG0220.The modeled gravity was interpolated from observed gravity values.
 FG0220
 FG0220;                    North         East    Units  Estimated Accuracy
 FG0220;SPC AR N     -   111,030.      360,000.      MT  (+/- 180 meters Scaled)
 FG0220
 FG0220                          SUPERSEDED SURVEY CONTROL
 FG0220
 FG0220  NGVD 29 (??/??/92)  154.429  (m)          506.66   (f) ADJ UNCH    2 0
 FG0220
 FG0220.Superseded values are not recommended for survey control.
 FG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0220.See file dsdata.txt to determine how the superseded data were derived.
 FG0220
 FG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV508101(NAD 83)
 FG0220_MARKER: DB = BENCH MARK DISK
 FG0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0220_STAMPING: R 208 1962
 FG0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0220+STABILITY: SURFACE MOTION
 FG0220
 FG0220  HISTORY     - Date     Condition        Report By
 FG0220  HISTORY     - 1962     MONUMENTED       CGS
 FG0220  HISTORY     - 1967     GOOD             NGS
 FG0220
 FG0220                          STATION DESCRIPTION
 FG0220
 FG0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0220'3.3 MI SW FROM DAMASCUS.
 FG0220'IT IS 3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 FG0220'IN DAMASCUS, 46 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 124, 14 FEET
 FG0220'SOUTHEAST OF A 36 INCH OAK TREE, 3 FEET WEST OF A METAL WITNESS POST,
 FG0220'1 FOOT NORTH OF A FENCE AND SET IN THE TOP OF AN 11 INCH SQUARE
 FG0220'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0374 ***********************************************************************
 FG0374  DESIGNATION -  R 209
 FG0374  PID         -  FG0374
 FG0374  STATE/COUNTY-  AR/CONWAY
 FG0374  USGS QUAD   -  SPRINGFIELD (1990)
 FG0374
 FG0374                         *CURRENT SURVEY CONTROL
 FG0374  ___________________________________________________________________
 FG0374* NAD 83(1986)-  35 16 25.     (N)    092 33 17.     (W)     SCALED    
 FG0374* NAVD 88     -       151.478  (meters)     496.97   (feet)  ADJUSTED  
 FG0374  ___________________________________________________________________
 FG0374  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FG0374  DYNAMIC HT  -         151.335 (meters)     496.50  (feet)  COMP
 FG0374  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FG0374
 FG0374  VERT ORDER  -  SECOND    CLASS 0
 FG0374
 FG0374.The horizontal coordinates were scaled from a topographic map and have
 FG0374.an estimated accuracy of +/- 6 seconds.
 FG0374
 FG0374.The orthometric height was determined by differential leveling
 FG0374.and adjusted by the National Geodetic Survey in June 1991..
 FG0374
 FG0374.The geoid height was determined by GEOID03.
 FG0374
 FG0374.The dynamic height is computed by dividing the NAVD 88
 FG0374.geopotential number by the normal gravity value computed on the
 FG0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0374.degrees latitude (g = 980.6199 gals.).
 FG0374
 FG0374.The modeled gravity was interpolated from observed gravity values.
 FG0374
 FG0374;                    North         East    Units  Estimated Accuracy
 FG0374;SPC AR N     -   104,460.      349,530.      MT  (+/- 180 meters Scaled)
 FG0374
 FG0374                          SUPERSEDED SURVEY CONTROL
 FG0374
 FG0374  NGVD 29 (??/??/92)  151.478  (m)          496.97   (f) ADJ UNCH    2 0
 FG0374
 FG0374.Superseded values are not recommended for survey control.
 FG0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0374.See file dsdata.txt to determine how the superseded data were derived.
 FG0374
 FG0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV404034(NAD 83)
 FG0374_MARKER: DB = BENCH MARK DISK
 FG0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0374_SP_SET: CULVERT
 FG0374_STAMPING: R 209 1962
 FG0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0374
 FG0374  HISTORY     - Date     Condition        Report By
 FG0374  HISTORY     - 1962     MONUMENTED       CGS
 FG0374  HISTORY     - 1967     GOOD             NGS
 FG0374  HISTORY     - 19970319 GOOD             USPSQD
 FG0374
 FG0374                          STATION DESCRIPTION
 FG0374
 FG0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0374'0.6 MI NE FROM SPRINGFIELD.
 FG0374'IT IS 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 92 FROM THE CENTER OF
 FG0374'SPRINGFIELD, 31 FEET NORTH OF THE CENTER OF A DRIVEWAY, 15 FEET WEST
 FG0374'OF THE CENTER OF STATE HIGHWAY 92 AND CEMENTED IN A DRILL HOLE IN THE
 FG0374'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 FG0374
 FG0374                          STATION RECOVERY (1997)
 FG0374
 FG0374'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0089 ***********************************************************************
 EK0089  DESIGNATION -  R 21
 EK0089  PID         -  EK0089
 EK0089  STATE/COUNTY-  AR/POLK
 EK0089  USGS QUAD   -  COVE (1984)
 EK0089
 EK0089                         *CURRENT SURVEY CONTROL
 EK0089  ___________________________________________________________________
 EK0089* NAD 83(1986)-  34 29 13.     (N)    094 22 36.     (W)     SCALED    
 EK0089* NAVD 88     -       296.918  (meters)     974.14   (feet)  ADJUSTED  
 EK0089  ___________________________________________________________________
 EK0089  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 EK0089  DYNAMIC HT  -         296.597 (meters)     973.09  (feet)  COMP
 EK0089  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 EK0089
 EK0089  VERT ORDER  -  FIRST     CLASS II
 EK0089
 EK0089.The horizontal coordinates were scaled from a topographic map and have
 EK0089.an estimated accuracy of +/- 6 seconds.
 EK0089
 EK0089.The orthometric height was determined by differential leveling
 EK0089.and adjusted by the National Geodetic Survey in June 1991..
 EK0089
 EK0089.The geoid height was determined by GEOID03.
 EK0089
 EK0089.The dynamic height is computed by dividing the NAVD 88
 EK0089.geopotential number by the normal gravity value computed on the
 EK0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0089.degrees latitude (g = 980.6199 gals.).
 EK0089
 EK0089.The modeled gravity was interpolated from observed gravity values.
 EK0089
 EK0089;                    North         East    Units  Estimated Accuracy
 EK0089;SPC AR S     -   604,430.      181,720.      MT  (+/- 180 meters Scaled)
 EK0089
 EK0089                          SUPERSEDED SURVEY CONTROL
 EK0089
 EK0089  NGVD 29 (??/??/92)  296.834  (m)          973.86   (f) ADJ UNCH    1 2
 EK0089
 EK0089.Superseded values are not recommended for survey control.
 EK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0089.See file dsdata.txt to determine how the superseded data were derived.
 EK0089
 EK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU735170(NAD 83)
 EK0089_MARKER: DB = BENCH MARK DISK
 EK0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0089+STABILITY: SURFACE MOTION
 EK0089
 EK0089  HISTORY     - Date     Condition        Report By
 EK0089  HISTORY     - UNK      MONUMENTED       CGS
 EK0089  HISTORY     - 1932     GOOD             NGS
 EK0089  HISTORY     - 1961     GOOD             NGS
 EK0089  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0089
 EK0089                          STATION DESCRIPTION
 EK0089
 EK0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0089'IN HATFIELD.
 EK0089'IN HATFIELD, LOCATED 67 FEET SOUTH OF THE K.C.S. STATION IN
 EK0089'HATFIELD, 29 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, ABOUT
 EK0089'3 FEET ABOVE THE LEVEL OF THE TRACK.
 EK0089
 EK0089                          STATION RECOVERY (1961)
 EK0089
 EK0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0089'RECOVERED IN GOOD CONDITION.
 EK0089
 EK0089                          STATION RECOVERY (1985)
 EK0089
 EK0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0089'NOT RECOVERED, POSSIBLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1926 ***********************************************************************
 FE1926  DESIGNATION -  R 213
 FE1926  PID         -  FE1926
 FE1926  STATE/COUNTY-  AR/MISSISSIPPI
 FE1926  USGS QUAD   -  ARMOREL (1983)
 FE1926
 FE1926                         *CURRENT SURVEY CONTROL
 FE1926  ___________________________________________________________________
 FE1926* NAD 83(1986)-  35 53 30.     (N)    089 46 38.     (W)     SCALED    
 FE1926* NAVD 88     -        83.711  (meters)     274.64   (feet)  ADJUSTED  
 FE1926  ___________________________________________________________________
 FE1926  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1926  DYNAMIC HT  -          83.641 (meters)     274.41  (feet)  COMP
 FE1926  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 FE1926
 FE1926  VERT ORDER  -  FIRST     CLASS I
 FE1926
 FE1926.The horizontal coordinates were scaled from a topographic map and have
 FE1926.an estimated accuracy of +/- 6 seconds.
 FE1926
 FE1926.The orthometric height was determined by differential leveling
 FE1926.and adjusted by the National Geodetic Survey in June 1991..
 FE1926
 FE1926.The geoid height was determined by GEOID03.
 FE1926
 FE1926.The dynamic height is computed by dividing the NAVD 88
 FE1926.geopotential number by the normal gravity value computed on the
 FE1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1926.degrees latitude (g = 980.6199 gals.).
 FE1926
 FE1926.The modeled gravity was interpolated from observed gravity values.
 FE1926
 FE1926;                    North         East    Units  Estimated Accuracy
 FE1926;SPC AR N     -   175,150.      600,660.      MT  (+/- 180 meters Scaled)
 FE1926
 FE1926                          SUPERSEDED SURVEY CONTROL
 FE1926
 FE1926  NGVD 29 (??/??/??)   83.643  (m)          274.42   (f) ADJUSTED    1 1
 FE1926
 FE1926.Superseded values are not recommended for survey control.
 FE1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1926.See file dsdata.txt to determine how the superseded data were derived.
 FE1926
 FE1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE493754(NAD 83)
 FE1926_MARKER: DB = BENCH MARK DISK
 FE1926_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1926_SP_SET: 4 FEET
 FE1926_STAMPING: R 213 1976
 FE1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1926+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1926
 FE1926  HISTORY     - Date     Condition        Report By
 FE1926  HISTORY     - 1976     MONUMENTED       NGS
 FE1926  HISTORY     - 20020722 GOOD             USACE
 FE1926
 FE1926                          STATION DESCRIPTION
 FE1926
 FE1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1926'1.2 MI SW FROM BARFIELD.
 FE1926'1.2 MILE SOUTHWEST ALONG THE LEVEE FROM THE JUNCTION OF STATE HIGH-
 FE1926'WAY 18, 23 FEET WEST OF THE CENTER OF THE LEVEE, 2.6 FEET SOUTH OF
 FE1926'MILEPOST58/59. A DISK ON TOP OF A COPPER COATED STEEL ROD SET TO
 FE1926'A DEPTH OF 4 FEET, 3 FEET BELOW THE LEVEE, AND 1 FOOT NORTH OF A
 FE1926'WITNESS POST.
 FE1926
 FE1926                          STATION RECOVERY (2002)
 FE1926
 FE1926'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1877 ***********************************************************************
 FE1877  DESIGNATION -  R 214
 FE1877  PID         -  FE1877
 FE1877  STATE/COUNTY-  AR/MISSISSIPPI
 FE1877  USGS QUAD   -  NODENA (1983)
 FE1877
 FE1877                         *CURRENT SURVEY CONTROL
 FE1877  ___________________________________________________________________
 FE1877* NAD 83(1986)-  35 36 48.     (N)    089 56 21.     (W)     SCALED    
 FE1877* NAVD 88     -        79.543  (meters)     260.97   (feet)  ADJUSTED  
 FE1877  ___________________________________________________________________
 FE1877  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1877  DYNAMIC HT  -          79.475 (meters)     260.74  (feet)  COMP
 FE1877  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 FE1877
 FE1877  VERT ORDER  -  FIRST     CLASS I
 FE1877
 FE1877.The horizontal coordinates were scaled from a topographic map and have
 FE1877.an estimated accuracy of +/- 6 seconds.
 FE1877
 FE1877.The orthometric height was determined by differential leveling
 FE1877.and adjusted by the National Geodetic Survey in June 1991..
 FE1877
 FE1877.The geoid height was determined by GEOID03.
 FE1877
 FE1877.The dynamic height is computed by dividing the NAVD 88
 FE1877.geopotential number by the normal gravity value computed on the
 FE1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1877.degrees latitude (g = 980.6199 gals.).
 FE1877
 FE1877.The modeled gravity was interpolated from observed gravity values.
 FE1877
 FE1877;                    North         East    Units  Estimated Accuracy
 FE1877;SPC AR N     -   143,960.      586,690.      MT  (+/- 180 meters Scaled)
 FE1877
 FE1877                          SUPERSEDED SURVEY CONTROL
 FE1877
 FE1877  NGVD 29 (??/??/??)   79.509  (m)          260.86   (f) ADJUSTED    1 1
 FE1877
 FE1877.Superseded values are not recommended for survey control.
 FE1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1877.See file dsdata.txt to determine how the superseded data were derived.
 FE1877
 FE1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE337450(NAD 83)
 FE1877_MARKER: DB = BENCH MARK DISK
 FE1877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1877_SP_SET: 4 FEET
 FE1877_STAMPING: R 214 1976
 FE1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1877+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 FE1877
 FE1877  HISTORY     - Date     Condition        Report By
 FE1877  HISTORY     - 1976     MONUMENTED       NGS
 FE1877  HISTORY     - 20020726 GOOD             USACE
 FE1877
 FE1877                          STATION DESCRIPTION
 FE1877
 FE1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1877'7.9 MI SW FROM OSCEOLA.
 FE1877'7.9 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1877'JOHNSON STREET AT OSCEOLA, 19 FEET SOUTHWEST OF THE CENTER OF THE
 FE1877'LEVEE, AND 1.7 FEET NORTHEAST OF MILEPOST 87/93. A DISK ON THE
 FE1877'TOP OF A COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 1 FOOT
 FE1877'BELOW THE LEVEE, AND 1 FOOT EAST OF A WITNESS POST.
 FE1877
 FE1877                          STATION RECOVERY (2002)
 FE1877
 FE1877'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1877'THE STATION IS 2 FT E OF NEW LMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1865 ***********************************************************************
 FE1865  DESIGNATION -  R 215
 FE1865  PID         -  FE1865
 FE1865  STATE/COUNTY-  AR/MISSISSIPPI
 FE1865  USGS QUAD   -  OSCEOLA (1983)
 FE1865
 FE1865                         *CURRENT SURVEY CONTROL
 FE1865  ___________________________________________________________________
 FE1865* NAD 83(1986)-  35 43 53.     (N)    089 57 42.     (W)     SCALED    
 FE1865* NAVD 88     -        75.500  (meters)     247.70   (feet)  ADJUSTED  
 FE1865  ___________________________________________________________________
 FE1865  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1865  DYNAMIC HT  -          75.436 (meters)     247.49  (feet)  COMP
 FE1865  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 FE1865
 FE1865  VERT ORDER  -  FIRST     CLASS I
 FE1865
 FE1865.The horizontal coordinates were scaled from a topographic map and have
 FE1865.an estimated accuracy of +/- 6 seconds.
 FE1865
 FE1865.The orthometric height was determined by differential leveling
 FE1865.and adjusted by the National Geodetic Survey in June 1991..
 FE1865
 FE1865.The geoid height was determined by GEOID03.
 FE1865
 FE1865.The dynamic height is computed by dividing the NAVD 88
 FE1865.geopotential number by the normal gravity value computed on the
 FE1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1865.degrees latitude (g = 980.6199 gals.).
 FE1865
 FE1865.The modeled gravity was interpolated from observed gravity values.
 FE1865
 FE1865;                    North         East    Units  Estimated Accuracy
 FE1865;SPC AR N     -   157,010.      584,380.      MT  (+/- 180 meters Scaled)
 FE1865
 FE1865                          SUPERSEDED SURVEY CONTROL
 FE1865
 FE1865  NGVD 29 (??/??/??)   75.452  (m)          247.55   (f) ADJUSTED    1 1
 FE1865
 FE1865.Superseded values are not recommended for survey control.
 FE1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1865.See file dsdata.txt to determine how the superseded data were derived.
 FE1865
 FE1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE321582(NAD 83)
 FE1865_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE1865_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1865_SP_SET: 21 FEET
 FE1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1865
 FE1865  HISTORY     - Date     Condition        Report By
 FE1865  HISTORY     - 1976     MONUMENTED       NGS
 FE1865  HISTORY     - 1987     GOOD             USPSQD
 FE1865  HISTORY     - 20020729 POOR             USACE
 FE1865
 FE1865                          STATION DESCRIPTION
 FE1865
 FE1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1865'2.6 MI SW FROM LUXORA.
 FE1865'2.6 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH MAIN
 FE1865'STREET AT LUXORA, 2.0 MILES NORTHEAST ALONG THE LEVEE FROM ITS
 FE1865'JUNCTION WITH EAST JOHNSON STREET AT OSCEOLA, 0.5 MILE NORTH OF
 FE1865'MILEPOST 77/78, 0.5 MILE SOUTH OF MILEPOST 76/77, 300 FEET EAST
 FE1865'OF PILGRIM REST CHURCH, 127 FEET WEST OF THE CENTER OF THE LEVEE,
 FE1865'41 FEET NORTHEAST OF A GATE, AND 18 FEET NORTHEAST OF A FENCE
 FE1865'CORNER. A DISK ON THE TOP OF A COPPER COATED STEEL ROD SET TO A
 FE1865'DEPTH OF 21 FEET, 3 FEET BELOW THE LEVEE, AND 5 FEET EAST OF A
 FE1865'WITNESS POST.
 FE1865
 FE1865                          STATION RECOVERY (1987)
 FE1865
 FE1865'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1865'RECOVERED IN GOOD CONDITION.
 FE1865
 FE1865                          STATION RECOVERY (2002)
 FE1865
 FE1865'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1865'THE STATION WAS FOUND WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1643 ***********************************************************************
 FF1643  DESIGNATION -  R 216
 FF1643  PID         -  FF1643
 FF1643  STATE/COUNTY-  AR/CRITTENDEN
 FF1643  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1643
 FF1643                         *CURRENT SURVEY CONTROL
 FF1643  ___________________________________________________________________
 FF1643* NAD 83(1986)-  35 25 06.     (N)    090 10 40.     (W)     SCALED    
 FF1643* NAVD 88     -        76.504  (meters)     251.00   (feet)  ADJUSTED  
 FF1643  ___________________________________________________________________
 FF1643  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF1643  DYNAMIC HT  -          76.437 (meters)     250.78  (feet)  COMP
 FF1643  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 FF1643
 FF1643  VERT ORDER  -  FIRST     CLASS I
 FF1643
 FF1643.The horizontal coordinates were scaled from a topographic map and have
 FF1643.an estimated accuracy of +/- 6 seconds.
 FF1643
 FF1643.The orthometric height was determined by differential leveling
 FF1643.and adjusted by the National Geodetic Survey in June 1991..
 FF1643
 FF1643.The geoid height was determined by GEOID03.
 FF1643
 FF1643.The dynamic height is computed by dividing the NAVD 88
 FF1643.geopotential number by the normal gravity value computed on the
 FF1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1643.degrees latitude (g = 980.6199 gals.).
 FF1643
 FF1643.The modeled gravity was interpolated from observed gravity values.
 FF1643
 FF1643;                    North         East    Units  Estimated Accuracy
 FF1643;SPC AR N     -   121,900.      565,480.      MT  (+/- 180 meters Scaled)
 FF1643
 FF1643                          SUPERSEDED SURVEY CONTROL
 FF1643
 FF1643  NGVD 29 (??/??/??)   76.488  (m)          250.94   (f) ADJUSTED    1 1
 FF1643
 FF1643.Superseded values are not recommended for survey control.
 FF1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1643.See file dsdata.txt to determine how the superseded data were derived.
 FF1643
 FF1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV562230(NAD 83)
 FF1643_MARKER: DB = BENCH MARK DISK
 FF1643_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1643+WITH SETTING: INTO GROUND
 FF1643_SP_SET: METAL ROD WITH BASE PLATE
 FF1643_STAMPING: R 216 1976
 FF1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1643+STABILITY: SURFACE MOTION
 FF1643
 FF1643  HISTORY     - Date     Condition        Report By
 FF1643  HISTORY     - 1976     MONUMENTED       NGS
 FF1643  HISTORY     - 20030123 MARK NOT FOUND   USACE
 FF1643
 FF1643                          STATION DESCRIPTION
 FF1643
 FF1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1643'14.2 MI SOUTH FROM WILSON.
 FF1643'14.2 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1643'AT WILSON, 9.5 FEET NORTHWEST OF CENTER OF GATE ON LEVEE, 4 FEET
 FF1643'WEST OF NORTHWEST GATE POST, AND 1 FOOT SOUTH OF A WIRE FENCE.
 FF1643'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1643'FEET.  ABOUT LEVEL WITH THE LEVEE.  1 FEET SOUTH OF A WITNESS POST.
 FF1643
 FF1643                          STATION RECOVERY (2003)
 FF1643
 FF1643'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1063 ***********************************************************************
 FF1063  DESIGNATION -  R 217
 FF1063  PID         -  FF1063
 FF1063  STATE/COUNTY-  AR/CRITTENDEN
 FF1063  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1063
 FF1063                         *CURRENT SURVEY CONTROL
 FF1063  ___________________________________________________________________
 FF1063* NAD 83(1986)-  35 09 09.     (N)    090 07 00.     (W)     SCALED    
 FF1063* NAVD 88     -        72.945  (meters)     239.32   (feet)  ADJUSTED  
 FF1063  ___________________________________________________________________
 FF1063  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1063  DYNAMIC HT  -          72.879 (meters)     239.10  (feet)  COMP
 FF1063  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FF1063
 FF1063  VERT ORDER  -  FIRST     CLASS I
 FF1063
 FF1063.The horizontal coordinates were scaled from a topographic map and have
 FF1063.an estimated accuracy of +/- 6 seconds.
 FF1063
 FF1063.The orthometric height was determined by differential leveling
 FF1063.and adjusted by the National Geodetic Survey in January 1995..
 FF1063
 FF1063.The geoid height was determined by GEOID03.
 FF1063
 FF1063.The dynamic height is computed by dividing the NAVD 88
 FF1063.geopotential number by the normal gravity value computed on the
 FF1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1063.degrees latitude (g = 980.6199 gals.).
 FF1063
 FF1063.The modeled gravity was interpolated from observed gravity values.
 FF1063
 FF1063;                    North         East    Units  Estimated Accuracy
 FF1063;SPC AR N     -    92,520.      571,590.      MT  (+/- 180 meters Scaled)
 FF1063
 FF1063                          SUPERSEDED SURVEY CONTROL
 FF1063
 FF1063  NAVD 88 (06/15/91)   72.956  (m)          239.36   (f) UNKNOWN     1 1
 FF1063  NGVD 29 (10/05/93)   72.953  (m)          239.35   (f) ADJUSTED    1 1
 FF1063
 FF1063.Superseded values are not recommended for survey control.
 FF1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1063.See file dsdata.txt to determine how the superseded data were derived.
 FF1063
 FF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU626937(NAD 83)
 FF1063_MARKER: DV = VERTICAL CONTROL DISK
 FF1063_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1063+WITH SETTING: INTO GROUND
 FF1063_SP_SET: METAL ROD WITH BASE PLATE
 FF1063_STAMPING: R 217 1976
 FF1063_MARK LOGO: NGS   
 FF1063_PROJECTION: FLUSH
 FF1063_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1063+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF1063_ROD/PIPE-DEPTH: 1.2  meters
 FF1063
 FF1063  HISTORY     - Date     Condition        Report By
 FF1063  HISTORY     - 1976     MONUMENTED       NGS
 FF1063  HISTORY     - 19920318 GOOD             NGS
 FF1063  HISTORY     - 20030127 GOOD             USACE
 FF1063
 FF1063                          STATION DESCRIPTION
 FF1063
 FF1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1063'IN WEST MEMPHIS.
 FF1063'0.7 MILE NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1063'HIGHWAY 55 AT WEST MEMPHIS, 16 FEET NORTHWEST OF THE CENTER OF
 FF1063'LEVEE, AND 2 FEET SOUTH OF MILEPOST 150/151.
 FF1063'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1063'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1063
 FF1063                          STATION RECOVERY (1992)
 FF1063
 FF1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF1063'0.3 KM (0.20 MI) SOUTHERLY ALONG THE SAINT FRANCIS LEVEE FROM THE
 FF1063'INTERSECTION OF INTERSTATE HIGHWAY 55 IN WEST MEMPHIS, 0.2 KM
 FF1063'(0.10 MI) NORTH OF THE INTERSECTION OF THE UNION PACIFIC RAILROAD,
 FF1063'5.2 M (17.1 FT) NORTHWEST OF THE CENTER OF THE LEVEE, 0.5 M (1.6 FT)
 FF1063'SOUTH OF MILEPOST 150/151, AND 0.5 M (1.6 FT) BELOW THE TOP OF THE
 FF1063'LEVEE. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE WITH A SCREW
 FF1063'CAP.
 FF1063
 FF1063                          STATION RECOVERY (2003)
 FF1063
 FF1063'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0201 ***********************************************************************
 EH0201  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0201  DESIGNATION -  R 218
 EH0201  PID         -  EH0201
 EH0201  STATE/COUNTY-  AR/CRITTENDEN
 EH0201  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0201
 EH0201                         *CURRENT SURVEY CONTROL
 EH0201  ___________________________________________________________________
 EH0201* NAD 83(1997)-  34 53 49.28897(N)    090 18 05.17103(W)     ADJUSTED  
 EH0201* NAVD 88     -        69.09   (meters)     226.7    (feet)  GPS OBS   
 EH0201  ___________________________________________________________________
 EH0201  X           -     -27,552.060 (meters)                     COMP
 EH0201  Y           -  -5,236,932.893 (meters)                     COMP
 EH0201  Z           -   3,628,526.983 (meters)                     COMP
 EH0201  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 EH0201  ELLIP HEIGHT-          41.92  (meters)          (01/24/03) GPS OBS
 EH0201  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH0201  DYNAMIC HT  -          69.03  (meters)     226.5   (feet)  COMP
 EH0201  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 EH0201
 EH0201  HORZ ORDER  -  FIRST
 EH0201  VERT ORDER  -  FIRST     CLASS II (See Below)
 EH0201  ELLP ORDER  -  SECOND    CLASS II
 EH0201
 EH0201.The horizontal coordinates were established by GPS observations
 EH0201.and adjusted by the National Geodetic Survey in January 2003..
 EH0201
 EH0201.The orthometric height was determined by GPS observations and a
 EH0201.high-resolution geoid model using precise GPS observation and
 EH0201.processing techniques. It supersedes the leveled height previously
 EH0201.determined for this station.
 EH0201.The vertical order pertains to the first NAVD 88 superseded value.
 EH0201
 EH0201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0201
 EH0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0201
 EH0201.The ellipsoidal height was determined by GPS observations
 EH0201.and is referenced to NAD 83.
 EH0201
 EH0201.The geoid height was determined by GEOID03.
 EH0201
 EH0201.The dynamic height is computed by dividing the NAVD 88
 EH0201.geopotential number by the normal gravity value computed on the
 EH0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0201.degrees latitude (g = 980.6199 gals.).
 EH0201
 EH0201.The modeled gravity was interpolated from observed gravity values.
 EH0201
 EH0201;                    North         East     Units Scale Factor Converg.
 EH0201;SPC AR N     -    63,876.482   555,246.206   MT  1.00000734   +0 59 18.2
 EH0201;SPC AR N     -   209,568.09  1,821,670.26   sFT  1.00000734   +0 59 18.2
 EH0201;UTM  15      - 3,864,947.256   746,588.238   MT  1.00034949   +1 32 40.7
 EH0201
 EH0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0201!SPC AR N     -   0.99999342  x   1.00000734  =   1.00000076
 EH0201!UTM  15      -   0.99999342  x   1.00034949  =   1.00034291
 EH0201
 EH0201                          SUPERSEDED SURVEY CONTROL
 EH0201
 EH0201  NAVD 88 (06/15/91)   69.153  (m)          226.88   (f) ADJUSTED    1 2
 EH0201  NGVD 29 (??/??/??)   69.169  (m)          226.93   (f) ADJUSTED    1 2
 EH0201
 EH0201.Superseded values are not recommended for survey control.
 EH0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0201.See file dsdata.txt to determine how the superseded data were derived.
 EH0201
 EH0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4658864947(NAD 83)
 EH0201_MARKER: DB = BENCH MARK DISK
 EH0201_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0201_SP_SET: 4 FEET
 EH0201_STAMPING: R 218 1976
 EH0201_MARK LOGO: NGS   
 EH0201_PROJECTION: RECESSED 8 CENTIMETERS
 EH0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0201+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 EH0201_ROD/PIPE-DEPTH:  3.0 meters
 EH0201
 EH0201  HISTORY     - Date     Condition        Report By
 EH0201  HISTORY     - 1976     MONUMENTED       NGS
 EH0201  HISTORY     - 20000901 GOOD             USE
 EH0201  HISTORY     - 20011015 GOOD             3001
 EH0201
 EH0201                          STATION DESCRIPTION
 EH0201
 EH0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0201'26.1 MI NE FROM WHITEHALL.
 EH0201'26.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0201'AT WHITEHALL, ALSO ABOUT 1 MILE SOUTHEAST OF HORSESHOE LAKE, 2 FEET
 EH0201'NORTHEAST OF MILE POST 179/180, 17 FEET NORTHWEST OF THE CENTER LINE
 EH0201'OF THE LEVEE, AND 150 YARDS SOUTHEAST OF COUNTY ROAD 38.  A DISK ON
 EH0201'TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A
 EH0201'PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT SOUTHWEST OF A
 EH0201'WITNESS POST.
 EH0201
 EH0201                          STATION RECOVERY (2000)
 EH0201
 EH0201'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0201'RECOVERED IN GOOD CONDITION.
 EH0201
 EH0201                          STATION RECOVERY (2001)
 EH0201
 EH0201'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH0201'THE STATION IS LOCATED IN ARKANSAS, CRITTENDEN COUNTY.  1.3 MILES
 EH0201'SOUTHEAST OF HORSESHE
 EH0201'LAKE, AR.  10.3 MILES SOUTHEAST OF HUGHES, AR.  9.3 MILES SOUTHEAST OF
 EH0201'CHATFIELD, AR.
 EH0201' 
 EH0201'OWNERSHIP-  LEVEE BOARD - KEYS REQUIRED TO DRIVE TO POINT.
 EH0201' 
 EH0201'TO REACH THE STATION FROM THE INTERSECTION OF HWY 147 AND HWY 131 AT
 EH0201'THE NORTH END OF
 EH0201'HORSESHOE LAKE, PROCEED SOUTHEAST 6.4 MILES ON HWY 131 TO THE TOP OF
 EH0201'MISSISSIPPI RIVER
 EH0201'LEVEE.  TURN NORTHEAST AND FOLLOW TOP OF LEVEE 1.2 MILES TO THE MARK
 EH0201'ON THE LEFT.
 EH0201' 
 EH0201'THE STATION IS A BENCH MARK DISK ON A COPPER-CLAD STEEL ROD, IN A
 EH0201'PLASTIC PVC PIPE, 3 INCHES
 EH0201'BELOW THE TOP OF THE LEVEE.  2 FEET NORTHEAST OF CONCRETE LMP 179/180.
 EH0201'1 FOOT SOUTH OF
 EH0201'WITNESS POST 17 FEET NORTHWEST OF CENTERLINE OF LEVEE.  STAMPED R 218
 EH0201'1976.
 EH0201' 
 EH0201'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0223 ***********************************************************************
 EH0223  DESIGNATION -  R 219
 EH0223  PID         -  EH0223
 EH0223  STATE/COUNTY-  AR/LEE
 EH0223  USGS QUAD   -  COUNCIL (1991)
 EH0223
 EH0223                         *CURRENT SURVEY CONTROL
 EH0223  ___________________________________________________________________
 EH0223* NAD 83(1997)-  34 50 19.13754(N)    090 28 33.84739(W)     ADJUSTED  
 EH0223* NAVD 88     -        66.202  (meters)     217.20   (feet)  ADJUSTED  
 EH0223  ___________________________________________________________________
 EH0223  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 EH0223  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0223  DYNAMIC HT  -          66.141 (meters)     217.00  (feet)  COMP
 EH0223  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 EH0223
 EH0223  HORZ ORDER  -  SECOND
 EH0223  VERT ORDER  -  FIRST     CLASS II
 EH0223
 EH0223.The horizontal coordinates were established by classical geodetic methods
 EH0223.and adjusted by the National Geodetic Survey in September 1999..
 EH0223
 EH0223.The orthometric height was determined by differential leveling
 EH0223.and adjusted by the National Geodetic Survey in June 1991..
 EH0223
 EH0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0223
 EH0223.The geoid height was determined by GEOID03.
 EH0223
 EH0223.The dynamic height is computed by dividing the NAVD 88
 EH0223.geopotential number by the normal gravity value computed on the
 EH0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0223.degrees latitude (g = 980.6199 gals.).
 EH0223
 EH0223.The modeled gravity was interpolated from observed gravity values.
 EH0223
 EH0223;                    North         East     Units Scale Factor Converg.
 EH0223;SPC AR S     -   641,946.994   539,386.628   MT  1.00001685   +0 51 10.5
 EH0223;SPC AR S     - 2,106,121.10  1,769,637.63   sFT  1.00001685   +0 51 10.5
 EH0223;SPC MS W     -   591,983.216   686,945.070   MT  0.99995210   -0 04 53.5
 EH0223;SPC MS W     - 1,942,198.27  2,253,752.28   sFT  0.99995210   -0 04 53.5
 EH0223;UTM  15      - 3,858,055.138   730,790.225   MT  1.00025653   +1 26 32.9
 EH0223
 EH0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0223!SPC AR S     -   0.99999385  x   1.00001685  =   1.00001069
 EH0223!SPC MS W     -   0.99999385  x   0.99995210  =   0.99994595
 EH0223!UTM  15      -   0.99999385  x   1.00025653  =   1.00025037
 EH0223
 EH0223                          SUPERSEDED SURVEY CONTROL
 EH0223
 EH0223  NAD 83(1997)-  34 50 19.13757(N)    090 28 33.84735(W) AD(       ) 2
 EH0223  NAD 83(1997)-  34 50 19.13800(N)    090 28 33.84695(W) AD(       ) 2
 EH0223  NAD 83(1986)-  34 50 19.14613(N)    090 28 33.84820(W) AD(       ) 2
 EH0223  NAD 27      -  34 50 18.79661(N)    090 28 33.47708(W) AD(       ) 2
 EH0223  NGVD 29 (??/??/??)   66.223  (m)          217.27   (f) ADJUSTED    1 2
 EH0223
 EH0223.Superseded values are not recommended for survey control.
 EH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0223.See file dsdata.txt to determine how the superseded data were derived.
 EH0223
 EH0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3079058055(NAD 83)
 EH0223_MARKER: DB = BENCH MARK DISK
 EH0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0223_SP_SET: 4 FEET
 EH0223_STAMPING: R 219 1976
 EH0223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0223+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0223
 EH0223  HISTORY     - Date     Condition        Report By
 EH0223  HISTORY     - 1976     MONUMENTED       NGS
 EH0223  HISTORY     - 1980     GOOD             NGS
 EH0223  HISTORY     - 20030318 GOOD             USACE
 EH0223
 EH0223                          STATION DESCRIPTION
 EH0223
 EH0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0223'9.25 MI NE FROM WHITEHALL.
 EH0223'9.25 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0223'AT WHITEHALL, ALSO ABOUT 0.6 MILE SOUTH OF HARRIS FISHING CAMP, 18
 EH0223'FEET WEST OF THE CENTER LINE OF THE LEVEE, 2 FEET NORTH OF MILEPOST
 EH0223'196/197.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0223'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0223'FOOT SOUTH OF A WITNESS POST.
 EH0223
 EH0223                          STATION RECOVERY (1980)
 EH0223
 EH0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH0223'THE STATION IS LOCATED ABOUT 12.1 KM SOUTH OF HUGHES,
 EH0223'ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER AND ON
 EH0223'PROPERTY OF THE ST. FRANCIS LEVEE DISTRICT.  PERMISSION WAS
 EH0223'OBTAINED FROM MR. B.B. FAIR, CHIEF ENGINEER FOR THE
 EH0223'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 EH0223'WEST MEMPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 EH0223'
 EH0223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH0223'STATE HIGHWAY 131, ABOUT 1.1 KM (0.7 MI) SOUTH OF
 EH0223'BRICKEYS, GO SOUTH AND EAST ON STATE HIGHWAY 131 FOR
 EH0223'9.33 KM (5.85 MI) TO A GRAVEL CROSSROAD AT MCGRAWS GROCERY
 EH0223'STORE.  CONTINUE EASTERLY ON STATE HIGHWAY 131 FOR 3.5 KM
 EH0223'(2.15 MI) TO A GRAVEL SIDE ROAD LEFT IN THE CENTER OF A CURVE
 EH0223'(HARRIS MIDWAY BOAT CAMP).  TURN LEFT AND GO NORTHERLY ON THE
 EH0223'GRAVEL ROAD FOR 2.17 KM (1.35 MI) TO A GRAVEL SIDE ROAD RIGHT.
 EH0223'TURN RIGHT AND GO EASTERLY ON THE GRAVEL ROAD FOR 1.77 KM
 EH0223'(1.1 MI) TO THE TOP OF A LEVEE.  TURN RIGHT AND GO SOUTH ALONG
 EH0223'THE TOP OF THE LEVEE FOR 1 KM (0.6 MI) TO THE STATION ON THE RIGHT.
 EH0223'
 EH0223'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0223'STAMPED---R 219 1976---,
 EH0223'CRIMPED TO THE TOP OF A STEEL ROD IN THE GROUND AND SURROUNDED
 EH0223'BY A 4-INCH PVC PLASTIC PIPE IN CONCRETE.
 EH0223'IT IS LOCATED
 EH0223'4.8 METERS WEST FROM THE CENTER OF THE LEVEE,
 EH0223'0.6 METER NORTH FROM MILE POST 169/170 AND
 EH0223'0.3 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH0223'
 EH0223'A PRECISE TRAVERSE TIE WAS MADE TO TRIANGULATION STATION COUNCIL.
 EH0223'
 EH0223'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 EH0223
 EH0223                          STATION RECOVERY (2003)
 EH0223
 EH0223'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0029 ***********************************************************************
 DM0029  DESIGNATION -  R 22
 DM0029  PID         -  DM0029
 DM0029  STATE/COUNTY-  AR/LITTLE RIVER
 DM0029  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0029
 DM0029                         *CURRENT SURVEY CONTROL
 DM0029  ___________________________________________________________________
 DM0029* NAD 83(1986)-  33 40 21.     (N)    094 07 59.     (W)     SCALED    
 DM0029* NAVD 88     -       100.160  (meters)     328.61   (feet)  ADJUSTED  
 DM0029  ___________________________________________________________________
 DM0029  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM0029  DYNAMIC HT  -         100.056 (meters)     328.27  (feet)  COMP
 DM0029  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 DM0029
 DM0029  VERT ORDER  -  FIRST     CLASS II
 DM0029
 DM0029.The horizontal coordinates were scaled from a topographic map and have
 DM0029.an estimated accuracy of +/- 6 seconds.
 DM0029
 DM0029.The orthometric height was determined by differential leveling
 DM0029.and adjusted by the National Geodetic Survey in June 1991..
 DM0029
 DM0029.The geoid height was determined by GEOID03.
 DM0029
 DM0029.The dynamic height is computed by dividing the NAVD 88
 DM0029.geopotential number by the normal gravity value computed on the
 DM0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0029.degrees latitude (g = 980.6199 gals.).
 DM0029
 DM0029.The modeled gravity was interpolated from observed gravity values.
 DM0029
 DM0029;                    North         East    Units  Estimated Accuracy
 DM0029;SPC AR S     -   513,620.      202,210.      MT  (+/- 180 meters Scaled)
 DM0029
 DM0029                          SUPERSEDED SURVEY CONTROL
 DM0029
 DM0029  NGVD 29 (??/??/92)  100.167  (m)          328.63   (f) ADJ UNCH    1 2
 DM0029
 DM0029.Superseded values are not recommended for survey control.
 DM0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0029.See file dsdata.txt to determine how the superseded data were derived.
 DM0029
 DM0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT949264(NAD 83)
 DM0029_MARKER: DB = BENCH MARK DISK
 DM0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0029_SP_SET: CONCRETE POST
 DM0029_STAMPING: R 22 1932 328.631
 DM0029_MARK LOGO: CGS   
 DM0029_PROJECTION: FLUSH
 DM0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0029+STABILITY: SURFACE MOTION
 DM0029
 DM0029  HISTORY     - Date     Condition        Report By
 DM0029  HISTORY     - 1932     MONUMENTED       LOCSUR
 DM0029  HISTORY     - 1935     GOOD             NGS
 DM0029  HISTORY     - 1962     GOOD             NGS
 DM0029  HISTORY     - 1985     GOOD             NGS
 DM0029  HISTORY     - 1985     GOOD             NGS
 DM0029  HISTORY     - 1987     GOOD             USPSQD
 DM0029  HISTORY     - 1988     GOOD             USPSQD
 DM0029  HISTORY     - 1989     GOOD             USPSQD
 DM0029  HISTORY     - 1990     GOOD             USPSQD
 DM0029  HISTORY     - 19920823 GOOD             USPSQD
 DM0029  HISTORY     - 19971025 GOOD             USPSQD
 DM0029
 DM0029                          STATION DESCRIPTION
 DM0029
 DM0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DM0029'IN ASHDOWN.
 DM0029'AT ASHDOWN, IN SOUTHEAST CORNER OF LITTLE RIVER CO. COURTHOUSE, 15
 DM0029'FEET NORTH OF SOUTH FENCE, 12 FEET WEST OF EAST FENCE.  STANDARD
 DM0029'TABLET ON TOP OF CONCRETE POST.
 DM0029
 DM0029                          STATION RECOVERY (1962)
 DM0029
 DM0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0029'RECOVERED IN GOOD CONDITION.
 DM0029
 DM0029                          STATION RECOVERY (1985)
 DM0029
 DM0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0029'RECOVERED IN GOOD CONDITION.  NOTE, LOCATED AT THE COUNTY COURTHOUSE
 DM0029'IN ASHDOWN, AT COMMERCE STREET AND 2ND STREET NORTH.
 DM0029'THE MARK IS 0.31 M ABOVE STREETS.
 DM0029
 DM0029                          STATION RECOVERY (1985)
 DM0029
 DM0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0029'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ASHDOWN,
 DM0029'AT THE INTERSECTION OF WEST COMMERCE AND NORTH 2ND STREETS, IN THE
 DM0029'SOUTHEAST CORNER OF THE LAWN OF THE COURTHOUSE, 15.5 M (50.9 FT)
 DM0029'NORTHEAST OF THE CENTER OF WEST COMMERCE STREET, 14.8 M (48.6 FT)
 DM0029'NORTHWEST OF THE CENTER OF NORTH 2ND STREET, 6.6 M (21.7 FT) SOUTH OF
 DM0029'THE SOUTHEAST CORNER OF THE LITTLE RIVER COUNTY WAR MEMORIAL, 4.6 M
 DM0029'(15.1 FT) NORTH OF A ROCK WALL, AND 3.7 M (12.1 FT) WEST OF A ROCK
 DM0029'WALL.
 DM0029'THE MARK IS 0.3 M ABOVE THE STREET.
 DM0029
 DM0029                          STATION RECOVERY (1987)
 DM0029
 DM0029'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM0029'RECOVERED IN GOOD CONDITION.
 DM0029
 DM0029                          STATION RECOVERY (1988)
 DM0029
 DM0029'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM0029'RECOVERED IN GOOD CONDITION.
 DM0029
 DM0029                          STATION RECOVERY (1989)
 DM0029
 DM0029'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM0029'RECOVERED IN GOOD CONDITION.
 DM0029
 DM0029                          STATION RECOVERY (1990)
 DM0029
 DM0029'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM0029'RECOVERED IN GOOD CONDITION.
 DM0029
 DM0029                          STATION RECOVERY (1992)
 DM0029
 DM0029'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM0029'RECOVERED IN GOOD CONDITION.
 DM0029
 DM0029                          STATION RECOVERY (1997)
 DM0029
 DM0029'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0716 ***********************************************************************
 EH0716  DESIGNATION -  R 220
 EH0716  PID         -  EH0716
 EH0716  STATE/COUNTY-  AR/PHILLIPS
 EH0716  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0716
 EH0716                         *CURRENT SURVEY CONTROL
 EH0716  ___________________________________________________________________
 EH0716* NAD 83(1986)-  34 23 02.     (N)    090 44 48.     (W)     SCALED    
 EH0716* NAVD 88     -        60.250  (meters)     197.67   (feet)  ADJUSTED  
 EH0716  ___________________________________________________________________
 EH0716  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0716  DYNAMIC HT  -          60.191 (meters)     197.48  (feet)  COMP
 EH0716  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 EH0716
 EH0716  VERT ORDER  -  FIRST     CLASS II
 EH0716
 EH0716.The horizontal coordinates were scaled from a topographic map and have
 EH0716.an estimated accuracy of +/- 6 seconds.
 EH0716
 EH0716.The orthometric height was determined by differential leveling
 EH0716.and adjusted by the National Geodetic Survey in June 1991..
 EH0716.WARNING-Repeat measurements at this control monument indicate possible
 EH0716.vertical movement.
 EH0716
 EH0716.The geoid height was determined by GEOID03.
 EH0716
 EH0716.The dynamic height is computed by dividing the NAVD 88
 EH0716.geopotential number by the normal gravity value computed on the
 EH0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0716.degrees latitude (g = 980.6199 gals.).
 EH0716
 EH0716.The modeled gravity was interpolated from observed gravity values.
 EH0716
 EH0716;                    North         East    Units  Estimated Accuracy
 EH0716;SPC AR S     -   591,170.      515,260.      MT  (+/- 180 meters Scaled)
 EH0716
 EH0716                          SUPERSEDED SURVEY CONTROL
 EH0716
 EH0716  NGVD 29 (??/??/??)   60.295  (m)          197.82   (f) ADJUSTED    1 2
 EH0716
 EH0716.Superseded values are not recommended for survey control.
 EH0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0716.See file dsdata.txt to determine how the superseded data were derived.
 EH0716
 EH0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU071070(NAD 83)
 EH0716_MARKER: DB = BENCH MARK DISK
 EH0716_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0716+WITH SETTING: INTO GROUND
 EH0716_STAMPING: R 220 1976
 EH0716_MARK LOGO: NGS   
 EH0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0716+STABILITY: SURFACE MOTION
 EH0716
 EH0716  HISTORY     - Date     Condition        Report By
 EH0716  HISTORY     - 1976     MONUMENTED       NGS
 EH0716  HISTORY     - 1985     GOOD             NGS
 EH0716  HISTORY     - 20030331 MARK NOT FOUND   USACE
 EH0716
 EH0716                          STATION DESCRIPTION
 EH0716
 EH0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0716'17.95 MI SW FROM HELENA.
 EH0716'17.95 MILES SOUTHWEST ALONG THE LEVEE FROM THE EAST END OF PERRY
 EH0716'STREET AT HELENA, 0.2 MILE SOUTHWEST OF A FLOOD GATE, 12 FEET
 EH0716'SOUTHEAST OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT SOUTHWEST OF A
 EH0716'FENCE POST.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF
 EH0716'4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  ABOUT LEVEL WITH
 EH0716'LEVEE.  1 FOOT NORTHEAST OF A WITNESS POST.
 EH0716
 EH0716                          STATION RECOVERY (1985)
 EH0716
 EH0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0716'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.61 METERS (2.0 FT) BELOW
 EH0716'THE TOP OF THE LEVEE, AND SET BETWEEN TWO WITNESS POSTS, AT A
 EH0716'NORTH-SOUTH FENCE LINE.
 EH0716
 EH0716                          STATION RECOVERY (2003)
 EH0716
 EH0716'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0712 ***********************************************************************
 EH0712  DESIGNATION -  R 221
 EH0712  PID         -  EH0712
 EH0712  STATE/COUNTY-  AR/PHILLIPS
 EH0712  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0712
 EH0712                         *CURRENT SURVEY CONTROL
 EH0712  ___________________________________________________________________
 EH0712* NAD 83(1997)-  34 23 20.56194(N)    090 41 14.50254(W)     ADJUSTED  
 EH0712* NAVD 88     -        60.640  (meters)     198.95   (feet)  ADJUSTED  
 EH0712  ___________________________________________________________________
 EH0712  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 EH0712  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH0712  DYNAMIC HT  -          60.580 (meters)     198.75  (feet)  COMP
 EH0712  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 EH0712
 EH0712  HORZ ORDER  -  SECOND
 EH0712  VERT ORDER  -  FIRST     CLASS II
 EH0712
 EH0712.The horizontal coordinates were established by classical geodetic methods
 EH0712.and adjusted by the National Geodetic Survey in September 1999..
 EH0712
 EH0712.The orthometric height was determined by differential leveling
 EH0712.and adjusted by the National Geodetic Survey in June 1991..
 EH0712
 EH0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0712
 EH0712.The geoid height was determined by GEOID03.
 EH0712
 EH0712.The dynamic height is computed by dividing the NAVD 88
 EH0712.geopotential number by the normal gravity value computed on the
 EH0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0712.degrees latitude (g = 980.6199 gals.).
 EH0712
 EH0712.The modeled gravity was interpolated from observed gravity values.
 EH0712
 EH0712;                    North         East     Units Scale Factor Converg.
 EH0712;SPC AR S     -   591,808.543   520,701.313   MT  0.99993756   +0 44 04.8
 EH0712;SPC AR S     - 1,941,625.19  1,708,334.22   sFT  0.99993756   +0 44 04.8
 EH0712;SPC MS W     -   542,157.036   667,444.567   MT  0.99996306   -0 11 59.9
 EH0712;SPC MS W     - 1,778,726.88  2,189,774.38   sFT  0.99996306   -0 11 59.9
 EH0712;UTM  15      - 3,807,718.149   712,609.641   MT  1.00015721   +1 18 24.1
 EH0712
 EH0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0712!SPC AR S     -   0.99999470  x   0.99993756  =   0.99993226
 EH0712!SPC MS W     -   0.99999470  x   0.99996306  =   0.99995776
 EH0712!UTM  15      -   0.99999470  x   1.00015721  =   1.00015191
 EH0712
 EH0712                          SUPERSEDED SURVEY CONTROL
 EH0712
 EH0712  NAD 83(1997)-  34 23 20.56214(N)    090 41 14.50225(W) AD(       ) 2
 EH0712  NAD 83(1986)-  34 23 20.57025(N)    090 41 14.50203(W) AD(       ) 2
 EH0712  NAD 27      -  34 23 20.19751(N)    090 41 14.11584(W) AD(       ) 2
 EH0712  NGVD 29 (??/??/??)   60.704  (m)          199.16   (f) ADJUSTED    1 2
 EH0712
 EH0712.Superseded values are not recommended for survey control.
 EH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0712.See file dsdata.txt to determine how the superseded data were derived.
 EH0712
 EH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1261007718(NAD 83)
 EH0712_MARKER: DB = BENCH MARK DISK
 EH0712_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0712_SP_SET: 104 FT.
 EH0712_STAMPING: R 221 1976
 EH0712_MARK LOGO: NGS   
 EH0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0712+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 EH0712
 EH0712  HISTORY     - Date     Condition        Report By
 EH0712  HISTORY     - 1976     MONUMENTED       NGS
 EH0712  HISTORY     - 1980     GOOD             NGS
 EH0712  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH0712  HISTORY     - 20000901 GOOD             USE
 EH0712
 EH0712                          STATION DESCRIPTION
 EH0712
 EH0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0712'14.3 MI S FROM HELENA.
 EH0712'14.3 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0712'HELENA, ALSO ABOUT 1 MILE SOUTH OF MANEY, 0.2 MILES EAST OF A CATTLE
 EH0712'GUARD AND FENCE CROSSING THE LEVEE, 15 FEET NORTH OF THE CENTER LINE
 EH0712'OF THE LEVEE, AND 154 FEET SOUTH OF A FENCE AT TOE OF LEVEE. A DISK ON
 EH0712'TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET ENCASED IN A
 EH0712'PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE.  1 FOOT WEST OF A
 EH0712'WITNESS POST.
 EH0712
 EH0712                          STATION RECOVERY (1980)
 EH0712
 EH0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH0712'THE STATION IS LOCATED ABOUT 16.9 KM SOUTHWEST OF HELENA, AR,
 EH0712'4.8 KM WEST-NORTHWEST OF FRIARS POINT, MS, AND ON TOP OF THE
 EH0712'MAIN LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI
 EH0712'RIVER.  PERMISSION TO USE THE STATION WAS OBTAINED FROM
 EH0712'MR. JAMES C. FRAZIER, ENGINEER FOR THE COTTON BELT LEVEE
 EH0712'DISTRICT NO. 1, P.O. BOX 236, HELENA, AR 72342.
 EH0712'TELEPHONE NUMBER 501-338-3776.
 EH0712'
 EH0712'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49
 EH0712'AND STATE HIGHWAYS 20 AND 44, AT THE SOUTH EDGE OF HELENA,
 EH0712'GO SOUTHERLY ON STATE HIGHWAY 20 FOR 9.98 KM (6.2 MI) TO
 EH0712'THE JUNCTION OF STATE HIGHWAY 20 SPUR ON THE LEFT.  TURN
 EH0712'LEFT AND GO SOUTH ON STATE HIGHWAY 20 SPUR FOR 3.2 KM
 EH0712'(2.0 MI) TO THE TOP OF A LEVEE.  TURN RIGHT AND GO WESTERLY
 EH0712'ON THE LEVEE ROAD FOR 3.1 KM (1.95 MI) TO A CROSSROAD.
 EH0712'CONTINUE WESTERLY ON THE LEVEE ROAD FOR 1.2 KM (0.75 MI)
 EH0712'TO THE STATION ON THE RIGHT, 0.3 KM (0.2 MI)
 EH0712'BEFORE REACHING A CATTLE GUARD.
 EH0712'
 EH0712'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0712'STAMPED---R 221 1976---,
 EH0712'CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A 4-INCH
 EH0712'PVC PIPE WITH A CAP FLUSH WITH THE GROUND.
 EH0712'IT IS LOCATED
 EH0712'4.1 METERS NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH0712'0.3 METER WEST FROM A METAL WITNESS POST.
 EH0712'
 EH0712'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 EH0712
 EH0712                          STATION RECOVERY (1985)
 EH0712
 EH0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0712'NOT RECOVERED, PROBABLY COVERED OVER BY LEVEE CONSTRUCTION.
 EH0712
 EH0712                          STATION RECOVERY (2000)
 EH0712
 EH0712'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0712'RECOVERED IN GOOD CONDITION.  NOTE- 1985 HISTORY NOT FOUND BY NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1002 ***********************************************************************
 EH1002  DESIGNATION -  R 222
 EH1002  PID         -  EH1002
 EH1002  STATE/COUNTY-  AR/PHILLIPS
 EH1002  USGS QUAD   -  HELENA (1982)
 EH1002
 EH1002                         *CURRENT SURVEY CONTROL
 EH1002  ___________________________________________________________________
 EH1002* NAD 83(1986)-  34 33 53.     (N)    090 35 31.     (W)     SCALED    
 EH1002* NAVD 88     -        56.589  (meters)     185.66   (feet)  ADJUSTED  
 EH1002  ___________________________________________________________________
 EH1002  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH1002  DYNAMIC HT  -          56.535 (meters)     185.48  (feet)  COMP
 EH1002  MODELED GRAV-     979,672.9   (mgal)                       NAVD 88
 EH1002
 EH1002  VERT ORDER  -  FIRST     CLASS II
 EH1002
 EH1002.The horizontal coordinates were scaled from a topographic map and have
 EH1002.an estimated accuracy of +/- 6 seconds.
 EH1002
 EH1002.The orthometric height was determined by differential leveling
 EH1002.and adjusted by the National Geodetic Survey in June 1991..
 EH1002
 EH1002.The geoid height was determined by GEOID03.
 EH1002
 EH1002.The dynamic height is computed by dividing the NAVD 88
 EH1002.geopotential number by the normal gravity value computed on the
 EH1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1002.degrees latitude (g = 980.6199 gals.).
 EH1002
 EH1002.The modeled gravity was interpolated from observed gravity values.
 EH1002
 EH1002;                    North         East    Units  Estimated Accuracy
 EH1002;SPC AR S     -   611,410.      529,210.      MT  (+/- 180 meters Scaled)
 EH1002
 EH1002                          SUPERSEDED SURVEY CONTROL
 EH1002
 EH1002  NGVD 29 (??/??/??)   56.626  (m)          185.78   (f) ADJUSTED    1 2
 EH1002
 EH1002.Superseded values are not recommended for survey control.
 EH1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1002.See file dsdata.txt to determine how the superseded data were derived.
 EH1002
 EH1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU209274(NAD 83)
 EH1002_MARKER: DB = BENCH MARK DISK
 EH1002_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1002+WITH SETTING: INTO GROUND
 EH1002_STAMPING: R 222 1976
 EH1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1002+STABILITY: SURFACE MOTION
 EH1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1002+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH1002
 EH1002  HISTORY     - Date     Condition        Report By
 EH1002  HISTORY     - 1976     MONUMENTED       NGS
 EH1002  HISTORY     - 1987     GOOD             USPSQD
 EH1002  HISTORY     - 20030402 GOOD             USACE
 EH1002
 EH1002                          STATION DESCRIPTION
 EH1002
 EH1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1002'2.65 MI N FROM HELENA.
 EH1002'1.65 7ILES NORTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH1002'HELENA, THENCE 1 MILE NORTH ALONG RIVER ROAD, 91 FEET SOUTHEAST OF THE
 EH1002'SOUTHEAST CORNER OF A WHITE TRAILER, 73 FEET SOUTHEAST OF A POWER POLE
 EH1002'WITH A TRANSFORMER, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 EH1002'11 FEET SOUTH OF THE CENTER OF A GATE.  A DISK ON TOP OF A
 EH1002'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1002'PROJECTING +0 INCHES.  1 FOOT BELOW ROAD 1 FOOT NORTH OF A WITNESS
 EH1002'POST.
 EH1002
 EH1002                          STATION RECOVERY (1987)
 EH1002
 EH1002'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1002'RECOVERED IN GOOD CONDITION.
 EH1002
 EH1002                          STATION RECOVERY (2003)
 EH1002
 EH1002'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1444 ***********************************************************************
 EH1444  DESIGNATION -  R 223
 EH1444  PID         -  EH1444
 EH1444  STATE/COUNTY-  AR/DESHA
 EH1444  USGS QUAD   -  SNOW LAKE (1967)
 EH1444
 EH1444                         *CURRENT SURVEY CONTROL
 EH1444  ___________________________________________________________________
 EH1444* NAD 83(1997)-  34 02 30.59147(N)    091 03 05.59861(W)     ADJUSTED  
 EH1444* NAVD 88     -        50.327  (meters)     165.11   (feet)  ADJUSTED  
 EH1444  ___________________________________________________________________
 EH1444  X           -     -97,094.970 (meters)                     COMP
 EH1444  Y           -  -5,289,791.254 (meters)                     COMP
 EH1444  Z           -   3,550,305.869 (meters)                     COMP
 EH1444  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 EH1444  ELLIP HEIGHT-          24.14  (meters)          (09/14/99) GPS OBS
 EH1444  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH1444  DYNAMIC HT  -          50.277 (meters)     164.95  (feet)  COMP
 EH1444  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 EH1444
 EH1444  HORZ ORDER  -  SECOND
 EH1444  VERT ORDER  -  FIRST     CLASS II
 EH1444  ELLP ORDER  -  FOURTH    CLASS I
 EH1444
 EH1444.The horizontal coordinates were established by GPS observations
 EH1444.and adjusted by the National Geodetic Survey in September 1999..
 EH1444
 EH1444.The orthometric height was determined by differential leveling
 EH1444.and adjusted by the National Geodetic Survey in June 1991..
 EH1444
 EH1444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1444
 EH1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1444
 EH1444.The ellipsoidal height was determined by GPS observations
 EH1444.and is referenced to NAD 83.
 EH1444
 EH1444.The geoid height was determined by GEOID03.
 EH1444
 EH1444.The dynamic height is computed by dividing the NAVD 88
 EH1444.geopotential number by the normal gravity value computed on the
 EH1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1444.degrees latitude (g = 980.6199 gals.).
 EH1444
 EH1444.The modeled gravity was interpolated from observed gravity values.
 EH1444
 EH1444;                    North         East     Units Scale Factor Converg.
 EH1444;SPC AR S     -   552,928.085   487,570.506   MT  0.99991848   +0 31 51.0
 EH1444;SPC AR S     - 1,814,064.89  1,599,637.57   sFT  0.99991848   +0 31 51.0
 EH1444;UTM  15      - 3,768,506.509   679,859.454   MT  0.99999879   +1 05 27.7
 EH1444
 EH1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1444!SPC AR S     -   0.99999621  x   0.99991848  =   0.99991469
 EH1444!UTM  15      -   0.99999621  x   0.99999879  =   0.99999500
 EH1444
 EH1444                          SUPERSEDED SURVEY CONTROL
 EH1444
 EH1444  NAD 83(1997)-  34 02 30.59280(N)    091 03 05.59825(W) AD(       ) 2
 EH1444  NAD 83(1986)-  34 02 30.59996(N)    091 03 05.59444(W) AD(       ) 2
 EH1444  NGVD 29 (??/??/??)   50.373  (m)          165.27   (f) ADJUSTED    1 2
 EH1444
 EH1444.Superseded values are not recommended for survey control.
 EH1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1444.See file dsdata.txt to determine how the superseded data were derived.
 EH1444
 EH1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7985968507(NAD 83)
 EH1444_MARKER: DB = BENCH MARK DISK
 EH1444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1444_SP_SET: 104 FT.
 EH1444_STAMPING: R 223 1976
 EH1444_MARK LOGO: NGS   
 EH1444_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1444+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH1444
 EH1444  HISTORY     - Date     Condition        Report By
 EH1444  HISTORY     - 1976     MONUMENTED       NGS
 EH1444  HISTORY     - 1985     GOOD             NGS
 EH1444  HISTORY     - 1985     GOOD             NGS
 EH1444  HISTORY     - 20001011 GOOD             USE
 EH1444
 EH1444                          STATION DESCRIPTION
 EH1444
 EH1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1444'2.1 MI SW FROM SNOW LAKE.
 EH1444'2.1 MILES SOUTHWEST ALONG MISSOURI PACIFIC RAILROAD AT SNOW LAKE, AT
 EH1444'THE CROSSING OF RAILROAD AND LEVEE, 92 FEET NORTHEAST OF THE CENTER OF
 EH1444'LEVEE, 27.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 21 FEET NORTHEAST OF
 EH1444'A GRAVEL ROAD, AND 2 FEET NORTHWEST OF A RAILROAD CROSSING SIGN. A
 EH1444'DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET
 EH1444'ENCASED IN A PIPE PROJECTING -1 INCHES.  5 FEET BELOW RAILROAD 1 FOOT
 EH1444'SOUTHEAST OF A WITNESS POST.
 EH1444
 EH1444                          STATION RECOVERY (1985)
 EH1444
 EH1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH1444'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTH OF THE
 EH1444'PHILLIPS-DESHA COUNTY LINE, 3 KM (2 MI) SOUTH OF SNOW
 EH1444'LAKE, 1.5 KM (0.9 MI) SOUTHEAST OF A LEVEE JUNCTION,
 EH1444'AT THE JUNCTION OF THE LEVEE WITH THE MISSIOURI PACIFIC
 EH1444'RAILROAD TRACK, IN T 7 S, R 1 E, NORTHEAST 1/4 SECTION 31.
 EH1444'OWNERSHIP--LACONIA CIRCLE SPECIAL DRAINAGE DISTRICT OF
 EH1444'DESHA COUNTY, ARKANSAS, C/O JAMES N. SMITH, ATT.,
 EH1444'PO BOX 381, MCGEHEE AR 71654, PHONE 501-222-3456.
 EH1444'
 EH1444'TO REACH FROM THE END OF THE PAVEMENT OF STATE HIGHWAY 85
 EH1444'IN SNOW LAKE (AT A RAILROAD CROSSING), GO NORTHWEST
 EH1444'ON HIGHWAY 85 FOR 0.55 KM (0.35 MI) TO A FORK.  KEEP
 EH1444'LEFT ON A DIRT ROAD FOR 0.33 KM (0.2 MI) TO A ROAD
 EH1444'LEFT JUST BEFORE LEVEE.  TURN LEFT, SOUTHWEST, ALONG
 EH1444'SIDE OF LEVEE FOR 3.05 KM (1.9 MI) TO A FORK ON TOP
 EH1444'OF THE LEVEE.  BEAR LEFT, SOUTH, ON THE LEVEE ROAD
 EH1444'FOR 1.69 KM (1.05 MI) TO THE RAILROAD ANS STATION
 EH1444'ON THE LEFT.
 EH1444'
 EH1444'STATION MARK, A STANDARD NGS BENCH MARK DISK STAMPED--R 223 1976--,
 EH1444'IS CRIMPED TO A STEEL ROD ENCASED IN A VINYL PIPE.  MARK IS FLUSH.
 EH1444'IT IS 6.3 METERS NORTHEAST OF THE ROAD CENTER PARALLEL TO THE
 EH1444'LEVEE, 7.8 METERS NORTHWEST OF THE NORTHWEST RAIL, 1 METER
 EH1444'LOWER THAN THE RAIL, 12.5 METERS SOUTHEAST OF A DIRT ROAD
 EH1444'CENTER, 0.5 METER NORTHWEST OF A FIBERGLASS WITNESS POST,
 EH1444'AND 0.4 METER SOUTHEAST OF A METAL WITNESS POST.
 EH1444'
 EH1444'THIS STATION IS INTERVISIBLE WITH N 305.
 EH1444
 EH1444                          STATION RECOVERY (1985)
 EH1444
 EH1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1444'RECOVERED IN GOOD CONDITION.
 EH1444
 EH1444                          STATION RECOVERY (2000)
 EH1444
 EH1444'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0909 ***********************************************************************
 EH0909  DESIGNATION -  R 224
 EH0909  PID         -  EH0909
 EH0909  STATE/COUNTY-  AR/PHILLIPS
 EH0909  USGS QUAD   -  WEST HELENA (1982)
 EH0909
 EH0909                         *CURRENT SURVEY CONTROL
 EH0909  ___________________________________________________________________
 EH0909* NAD 83(1986)-  34 32 55.     (N)    090 38 40.     (W)     SCALED    
 EH0909* NAVD 88     -        78.022  (meters)     255.98   (feet)  ADJUSTED  
 EH0909  ___________________________________________________________________
 EH0909  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0909  DYNAMIC HT  -          77.946 (meters)     255.73  (feet)  COMP
 EH0909  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 EH0909
 EH0909  VERT ORDER  -  FIRST     CLASS II
 EH0909
 EH0909.The horizontal coordinates were scaled from a topographic map and have
 EH0909.an estimated accuracy of +/- 6 seconds.
 EH0909
 EH0909.The orthometric height was determined by differential leveling
 EH0909.and adjusted by the National Geodetic Survey in June 1991..
 EH0909
 EH0909.The geoid height was determined by GEOID03.
 EH0909
 EH0909.The dynamic height is computed by dividing the NAVD 88
 EH0909.geopotential number by the normal gravity value computed on the
 EH0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0909.degrees latitude (g = 980.6199 gals.).
 EH0909
 EH0909.The modeled gravity was interpolated from observed gravity values.
 EH0909
 EH0909;                    North         East    Units  Estimated Accuracy
 EH0909;SPC AR S     -   609,560.      524,410.      MT  (+/- 180 meters Scaled)
 EH0909
 EH0909                          SUPERSEDED SURVEY CONTROL
 EH0909
 EH0909  NGVD 29 (??/??/??)   78.057  (m)          256.09   (f) ADJUSTED    1 2
 EH0909
 EH0909.Superseded values are not recommended for survey control.
 EH0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0909.See file dsdata.txt to determine how the superseded data were derived.
 EH0909
 EH0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU161255(NAD 83)
 EH0909_MARKER: DB = BENCH MARK DISK
 EH0909_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0909+WITH SETTING: INTO GROUND
 EH0909_STAMPING: R 224 1976
 EH0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0909+STABILITY: SURFACE MOTION
 EH0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0909+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003
 EH0909
 EH0909  HISTORY     - Date     Condition        Report By
 EH0909  HISTORY     - 1976     MONUMENTED       NGS
 EH0909  HISTORY     - 20030305 GOOD             USACE
 EH0909
 EH0909                          STATION DESCRIPTION
 EH0909
 EH0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0909'IN WEST HELENA.
 EH0909'0.65 MILE NORTHWEST ALONG U.S. HIGHWAY 49B FROM THE WEST HELENA
 EH0909'BAPTIST CHURCH, AT THE NORTHERN DRIVEWAY OF THE BIG STAR SUPERMARKET,
 EH0909'32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 46.5 FEET NORTH OF THE
 EH0909'NORTH DRIVEWAY OF THE MARKET, AND 3 FEET SOUTH OF A POWER LINE POLE
 EH0909'WITH A STREET LIGHT.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0909'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +2 INCHES.  ABOUT LEVEL
 EH0909'WITH HIGHWAY 4 FEET NORTH OF A WITNESS POST.
 EH0909
 EH0909                          STATION RECOVERY (2003)
 EH0909
 EH0909'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1469 ***********************************************************************
 EH1469  DESIGNATION -  R 225
 EH1469  PID         -  EH1469
 EH1469  STATE/COUNTY-  AR/ARKANSAS
 EH1469  USGS QUAD   -  CROCKETTS BLUFF (1967)
 EH1469
 EH1469                         *CURRENT SURVEY CONTROL
 EH1469  ___________________________________________________________________
 EH1469* NAD 83(1986)-  34 22 36.     (N)    091 07 32.     (W)     SCALED    
 EH1469* NAVD 88     -        48.123  (meters)     157.88   (feet)  ADJUSTED  
 EH1469  ___________________________________________________________________
 EH1469  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH1469  DYNAMIC HT  -          48.076 (meters)     157.73  (feet)  COMP
 EH1469  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EH1469
 EH1469  VERT ORDER  -  FIRST     CLASS II
 EH1469
 EH1469.The horizontal coordinates were scaled from a topographic map and have
 EH1469.an estimated accuracy of +/- 6 seconds.
 EH1469
 EH1469.The orthometric height was determined by differential leveling
 EH1469.and adjusted by the National Geodetic Survey in August 1993..
 EH1469
 EH1469.The geoid height was determined by GEOID03.
 EH1469
 EH1469.The dynamic height is computed by dividing the NAVD 88
 EH1469.geopotential number by the normal gravity value computed on the
 EH1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1469.degrees latitude (g = 980.6199 gals.).
 EH1469
 EH1469.The modeled gravity was interpolated from observed gravity values.
 EH1469
 EH1469;                    North         East    Units  Estimated Accuracy
 EH1469;SPC AR S     -   590,010.      480,420.      MT  (+/- 180 meters Scaled)
 EH1469
 EH1469                          SUPERSEDED SURVEY CONTROL
 EH1469
 EH1469  NAVD 88 (06/15/91)   48.104  (m)          157.82   (f) UNKNOWN     1 2
 EH1469  NGVD 29 (??/??/??)   48.150  (m)          157.97   (f) ADJUSTED    1 2
 EH1469
 EH1469.Superseded values are not recommended for survey control.
 EH1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1469.See file dsdata.txt to determine how the superseded data were derived.
 EH1469
 EH1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU723055(NAD 83)
 EH1469_MARKER: DB = BENCH MARK DISK
 EH1469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1469_SP_SET: 80 FT
 EH1469_STAMPING: R 225 1976
 EH1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1469+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1469
 EH1469  HISTORY     - Date     Condition        Report By
 EH1469  HISTORY     - 1976     MONUMENTED       NGS
 EH1469  HISTORY     - 20030407 GOOD             USACE
 EH1469
 EH1469                          STATION DESCRIPTION
 EH1469
 EH1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1469'0.25 MI N FROM ST CHARLES.
 EH1469'0.25 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST
 EH1469'STREET AT ST. CHARLES, ON THE SOUTH BANK OF THE WHITE RIVER, 58.6 FT
 EH1469'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 40 FT NORTHEAST OF A POWER
 EH1469'POLE WITH A SWITCH BOX, 69.9 FEET WEST OF A POWER LINE POLE WITH A
 EH1469'STREET LAMP, 16.9 FEET NORTHWEST OF THE EDGE OF A BLACKTOP DRIVEWAY,
 EH1469'AND 8.6 FEET SOUTHEAST OF A CYCLONE FENCE.  A DISK ON TOP OF A
 EH1469'COPPER-COATED STEEL ROD TO A DEPTH OF 80 FEET ENCASED IN A PIPE
 EH1469'PROJECTING +0 INCHES.  ABOUT LEVEL WITH BLACKTOP DRIVE 25 FEET ABOVE
 EH1469'HIGHWAY 11 FEET SOUTHEAST OF A WITNESS POST.
 EH1469
 EH1469                          STATION RECOVERY (2003)
 EH1469
 EH1469'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1469'ACCESS FROM RIGHT TOP BANK AT BOAT RAMP DUE TO SECUTIRY GATE AT
 EH1469'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1349 ***********************************************************************
 EH1349  DESIGNATION -  R 226
 EH1349  PID         -  EH1349
 EH1349  STATE/COUNTY-  AR/ARKANSAS
 EH1349  USGS QUAD   -  DE WITT (1968)
 EH1349
 EH1349                         *CURRENT SURVEY CONTROL
 EH1349  ___________________________________________________________________
 EH1349* NAD 83(1986)-  34 18 56.     (N)    091 17 11.     (W)     SCALED    
 EH1349* NAVD 88     -        50.709  (meters)     166.37   (feet)  ADJUSTED  
 EH1349  ___________________________________________________________________
 EH1349  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH1349  DYNAMIC HT  -          50.660 (meters)     166.21  (feet)  COMP
 EH1349  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 EH1349
 EH1349  VERT ORDER  -  FIRST     CLASS II
 EH1349
 EH1349.The horizontal coordinates were scaled from a topographic map and have
 EH1349.an estimated accuracy of +/- 6 seconds.
 EH1349
 EH1349.The orthometric height was determined by differential leveling
 EH1349.and adjusted by the National Geodetic Survey in August 1993..
 EH1349
 EH1349.The geoid height was determined by GEOID03.
 EH1349
 EH1349.The dynamic height is computed by dividing the NAVD 88
 EH1349.geopotential number by the normal gravity value computed on the
 EH1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1349.degrees latitude (g = 980.6199 gals.).
 EH1349
 EH1349.The modeled gravity was interpolated from observed gravity values.
 EH1349
 EH1349;                    North         East    Units  Estimated Accuracy
 EH1349;SPC AR S     -   583,110.      465,680.      MT  (+/- 180 meters Scaled)
 EH1349
 EH1349                          SUPERSEDED SURVEY CONTROL
 EH1349
 EH1349  NAVD 88 (06/15/91)   50.669  (m)          166.24   (f) UNKNOWN     1 2
 EH1349  NGVD 29 (??/??/??)   50.731  (m)          166.44   (f) ADJUSTED    1 2
 EH1349
 EH1349.Superseded values are not recommended for survey control.
 EH1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1349.See file dsdata.txt to determine how the superseded data were derived.
 EH1349
 EH1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT576984(NAD 83)
 EH1349_MARKER: DB = BENCH MARK DISK
 EH1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1349_SP_SET: CULVERT
 EH1349_STAMPING: R 226 1976
 EH1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1349+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1349
 EH1349  HISTORY     - Date     Condition        Report By
 EH1349  HISTORY     - 1976     MONUMENTED       NGS
 EH1349  HISTORY     - 20030414 GOOD             USACE
 EH1349
 EH1349                          STATION DESCRIPTION
 EH1349
 EH1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1349'2.8 MI NE FROM DEWITT.
 EH1349'2.75 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH
 EH1349'STATE HIGHWAY 1B AT DEWITT, SET IN THE EAST END OF THE NORTH HEADWALL
 EH1349'OF A 16 FOOT CONCRETE CULVERT, 119 FEET SOUTHEAST OF A POWER POLE ON
 EH1349'THE NORTH SIDE OF THE HIGWAY AND A LINE CROSSING THE HIGHWAY, 48 FEET
 EH1349'NORTH OF THE CENTERLINE OF THE HIGHWAY.  8 FEET BELOW HIGHWAY.
 EH1349
 EH1349                          STATION RECOVERY (2003)
 EH1349
 EH1349'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1259 ***********************************************************************
 EJ1259  DESIGNATION -  R 23
 EJ1259  PID         -  EJ1259
 EJ1259  STATE/COUNTY-  AR/PIKE
 EJ1259  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1259
 EJ1259                         *CURRENT SURVEY CONTROL
 EJ1259  ___________________________________________________________________
 EJ1259* NAD 83(1986)-  34 10 43.     (N)    093 27 00.     (W)     SCALED    
 EJ1259* NAVD 88     -       119.540  (meters)     392.19   (feet)  ADJUSTED  
 EJ1259  ___________________________________________________________________
 EJ1259  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ1259  DYNAMIC HT  -         119.420 (meters)     391.80  (feet)  COMP
 EJ1259  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 EJ1259
 EJ1259  VERT ORDER  -  SECOND    CLASS 0
 EJ1259
 EJ1259.The horizontal coordinates were scaled from a topographic map and have
 EJ1259.an estimated accuracy of +/- 6 seconds.
 EJ1259
 EJ1259.The orthometric height was determined by differential leveling
 EJ1259.and adjusted by the National Geodetic Survey in June 1991..
 EJ1259
 EJ1259.The geoid height was determined by GEOID03.
 EJ1259
 EJ1259.The dynamic height is computed by dividing the NAVD 88
 EJ1259.geopotential number by the normal gravity value computed on the
 EJ1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1259.degrees latitude (g = 980.6199 gals.).
 EJ1259
 EJ1259.The modeled gravity was interpolated from observed gravity values.
 EJ1259
 EJ1259;                    North         East    Units  Estimated Accuracy
 EJ1259;SPC AR S     -   568,640.      266,340.      MT  (+/- 180 meters Scaled)
 EJ1259
 EJ1259                          SUPERSEDED SURVEY CONTROL
 EJ1259
 EJ1259  NGVD 29 (??/??/92)  119.536  (m)          392.18   (f) ADJ UNCH    2 0
 EJ1259
 EJ1259.Superseded values are not recommended for survey control.
 EJ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1259.See file dsdata.txt to determine how the superseded data were derived.
 EJ1259
 EJ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT585820(NAD 83)
 EJ1259_MARKER: DB = BENCH MARK DISK
 EJ1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1259_SP_SET: ABUTMENT
 EJ1259_STAMPING: 392.178 R 23 1932
 EJ1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1259
 EJ1259  HISTORY     - Date     Condition        Report By
 EJ1259  HISTORY     - 1932     MONUMENTED       CGS
 EJ1259  HISTORY     - 1934     GOOD             NGS
 EJ1259
 EJ1259                          STATION DESCRIPTION
 EJ1259
 EJ1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1259'4.5 MI N FROM GRAYSONIA.
 EJ1259'IN PIKE COUNTY, 4.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 EJ1259'FROM THE STATION AT GRAYSONIA, CLARK COUNTY, 22-1/2 POLES NORTH OF
 EJ1259'MILEPOST 455, AT BRIDGE 31.5 OVER THE ANTOINE RIVER, AND IN THE EAST
 EJ1259'SIDE OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED 392.178 R 23
 EJ1259'1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1486 ***********************************************************************
 EJ1486  DESIGNATION -  R 24
 EJ1486  PID         -  EJ1486
 EJ1486  STATE/COUNTY-  AR/MONTGOMERY
 EJ1486  USGS QUAD   -  STORY (1986)
 EJ1486
 EJ1486                         *CURRENT SURVEY CONTROL
 EJ1486  ___________________________________________________________________
 EJ1486* NAD 83(1986)-  34 40 37.     (N)    093 31 48.     (W)     SCALED    
 EJ1486* NAVD 88     -       214.441  (meters)     703.55   (feet)  ADJUSTED  
 EJ1486  ___________________________________________________________________
 EJ1486  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EJ1486  DYNAMIC HT  -         214.224 (meters)     702.83  (feet)  COMP
 EJ1486  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EJ1486
 EJ1486  VERT ORDER  -  SECOND    CLASS 0
 EJ1486
 EJ1486.The horizontal coordinates were scaled from a topographic map and have
 EJ1486.an estimated accuracy of +/- 6 seconds.
 EJ1486
 EJ1486.The orthometric height was determined by differential leveling
 EJ1486.and adjusted by the National Geodetic Survey in June 1991..
 EJ1486
 EJ1486.The geoid height was determined by GEOID03.
 EJ1486
 EJ1486.The dynamic height is computed by dividing the NAVD 88
 EJ1486.geopotential number by the normal gravity value computed on the
 EJ1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1486.degrees latitude (g = 980.6199 gals.).
 EJ1486
 EJ1486.The modeled gravity was interpolated from observed gravity values.
 EJ1486
 EJ1486;                    North         East    Units  Estimated Accuracy
 EJ1486;SPC AR S     -   624,020.      259,790.      MT  (+/- 180 meters Scaled)
 EJ1486
 EJ1486                          SUPERSEDED SURVEY CONTROL
 EJ1486
 EJ1486  NGVD 29 (??/??/92)  214.385  (m)          703.36   (f) ADJ UNCH    2 0
 EJ1486
 EJ1486.Superseded values are not recommended for survey control.
 EJ1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1486.See file dsdata.txt to determine how the superseded data were derived.
 EJ1486
 EJ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU514373(NAD 83)
 EJ1486_MARKER: Z = SEE DESCRIPTION
 EJ1486_SETTING: 0 = UNSPECIFIED SETTING
 EJ1486_STAMPING: R-24 1932 ELEV. 703.361
 EJ1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1486
 EJ1486  HISTORY     - Date     Condition        Report By
 EJ1486  HISTORY     - 1932     MONUMENTED       CGS
 EJ1486  HISTORY     - 1935     GOOD             NGS
 EJ1486  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1486
 EJ1486                          STATION DESCRIPTION
 EJ1486
 EJ1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1486'1.9 MI N FROM WASHITA.
 EJ1486'ABOUT 1.9 MILES NORTH OF WASHITA, ALONG STATE HWY. NO. 27, FROM
 EJ1486'WASHITA SCHOOL.  ABOUT 1.7 MILE NORTH OF WOODEN HIGHWAY BRIDGE OVER
 EJ1486'SULPHUR CREEK.  ABOUT .2 MILE SOUTH OF FORD ACROSS SMALL BRANCH.  500
 EJ1486'FEET SOUTH OF J.N. BRASHEARS FARM HOUSE.  500 FEET SOUTH OF MULE LOG
 EJ1486'BARN ON WEST SIDE OF HWY.  110 FEET NORTH OF CENTER OF WAGON GATE.
 EJ1486'24.6 FEET EAST OF CENTERLINE OF ST. HWY. NO. 27.  3.2 FEET WEST OF
 EJ1486'FENCE LINE.
 EJ1486
 EJ1486                          STATION RECOVERY (1961)
 EJ1486
 EJ1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0683 ***********************************************************************
 FF0683  DESIGNATION -  R 242
 FF0683  PID         -  FF0683
 FF0683  STATE/COUNTY-  AR/CROSS
 FF0683  USGS QUAD   -  CHERRY VALLEY WEST (1984)
 FF0683
 FF0683                         *CURRENT SURVEY CONTROL
 FF0683  ___________________________________________________________________
 FF0683* NAD 83(1986)-  35 23 19.     (N)    090 45 20.     (W)     SCALED    
 FF0683* NAVD 88     -        82.525  (meters)     270.75   (feet)  ADJUSTED  
 FF0683  ___________________________________________________________________
 FF0683  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF0683  DYNAMIC HT  -          82.451 (meters)     270.51  (feet)  COMP
 FF0683  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FF0683
 FF0683  VERT ORDER  -  FIRST     CLASS II
 FF0683
 FF0683.The horizontal coordinates were scaled from a topographic map and have
 FF0683.an estimated accuracy of +/- 6 seconds.
 FF0683
 FF0683.The orthometric height was determined by differential leveling
 FF0683.and adjusted by the National Geodetic Survey in June 1991..
 FF0683.WARNING-Repeat measurements at this control monument indicate possible
 FF0683.vertical movement.
 FF0683
 FF0683.The geoid height was determined by GEOID03.
 FF0683
 FF0683.The dynamic height is computed by dividing the NAVD 88
 FF0683.geopotential number by the normal gravity value computed on the
 FF0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0683.degrees latitude (g = 980.6199 gals.).
 FF0683
 FF0683.The modeled gravity was interpolated from observed gravity values.
 FF0683
 FF0683;                    North         East    Units  Estimated Accuracy
 FF0683;SPC AR N     -   117,790.      513,050.      MT  (+/- 180 meters Scaled)
 FF0683
 FF0683                          SUPERSEDED SURVEY CONTROL
 FF0683
 FF0683  NGVD 29 (??/??/??)   82.479  (m)          270.60   (f) ADJUSTED    1 2
 FF0683
 FF0683.Superseded values are not recommended for survey control.
 FF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0683.See file dsdata.txt to determine how the superseded data were derived.
 FF0683
 FF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV038184(NAD 83)
 FF0683_MARKER: DB = BENCH MARK DISK
 FF0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0683_STAMPING: R 242 1938
 FF0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0683+STABILITY: SURFACE MOTION
 FF0683
 FF0683  HISTORY     - Date     Condition        Report By
 FF0683  HISTORY     - 1938     MONUMENTED       CGS
 FF0683  HISTORY     - 1956     GOOD             CGS
 FF0683  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0683
 FF0683                          STATION DESCRIPTION
 FF0683
 FF0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0683'1.1 MI S FROM CHERRY VALLEY.
 FF0683'ABOUT 1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0683'THE STATION AT CHERRY VALLEY, BETWEEN THE FIRST AND SECOND
 FF0683'TELEPHONE POLE NORTH OF MILE POLE 269, 48 FEET EAST OF EAST
 FF0683'RAIL, 61 FEET SOUTH OF TELEPHONE POLE NO. 268/28, 96 FEET
 FF0683'NORTHEAST OF NORTHEAST CORNER OF TRESTLE NO. 268.9, 96 FEET
 FF0683'NORTH OF TELEPHONE POLE NO. 268/29, 80 FEET NORTHEAST OF A SWITCH
 FF0683'STAND AT THE SOUTH END OF A SIDING, ABOUT 6 FEET BELOW LEVEL OF
 FF0683'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0683
 FF0683                          STATION RECOVERY (1981)
 FF0683
 FF0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1023 ***********************************************************************
 DK1023  DESIGNATION -  R 243
 DK1023  PID         -  DK1023
 DK1023  STATE/COUNTY-  AR/ASHLEY
 DK1023  USGS QUAD   -  MONTROSE (1981)
 DK1023
 DK1023                         *CURRENT SURVEY CONTROL
 DK1023  ___________________________________________________________________
 DK1023* NAD 83(1986)-  33 18 54.     (N)    091 29 35.     (W)     SCALED    
 DK1023* NAVD 88     -        38.333  (meters)     125.76   (feet)  ADJUSTED  
 DK1023  ___________________________________________________________________
 DK1023  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DK1023  DYNAMIC HT  -          38.292 (meters)     125.63  (feet)  COMP
 DK1023  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 DK1023
 DK1023  VERT ORDER  -  FIRST     CLASS II
 DK1023
 DK1023.The horizontal coordinates were scaled from a topographic map and have
 DK1023.an estimated accuracy of +/- 6 seconds.
 DK1023
 DK1023.The orthometric height was determined by differential leveling
 DK1023.and adjusted by the National Geodetic Survey in June 1991..
 DK1023
 DK1023.The geoid height was determined by GEOID03.
 DK1023
 DK1023.The dynamic height is computed by dividing the NAVD 88
 DK1023.geopotential number by the normal gravity value computed on the
 DK1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1023.degrees latitude (g = 980.6199 gals.).
 DK1023
 DK1023.The modeled gravity was interpolated from observed gravity values.
 DK1023
 DK1023;                    North         East    Units  Estimated Accuracy
 DK1023;SPC AR S     -   472,030.      447,210.      MT  (+/- 180 meters Scaled)
 DK1023
 DK1023                          SUPERSEDED SURVEY CONTROL
 DK1023
 DK1023  NGVD 29 (??/??/??)   38.442  (m)          126.12   (f) ADJUSTED    1 2
 DK1023
 DK1023.Superseded values are not recommended for survey control.
 DK1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1023.See file dsdata.txt to determine how the superseded data were derived.
 DK1023
 DK1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS402872(NAD 83)
 DK1023_MARKER: DB = BENCH MARK DISK
 DK1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1023_STAMPING: R 243 1939
 DK1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1023+STABILITY: SURFACE MOTION
 DK1023
 DK1023  HISTORY     - Date     Condition        Report By
 DK1023  HISTORY     - 1939     MONUMENTED       CGS
 DK1023  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1023
 DK1023                          STATION DESCRIPTION
 DK1023
 DK1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1023'1.1 MI N FROM MONTROSE.
 DK1023'1.1 MILES NORTH OF THE R.R. JUNCTION.  A STANDARD DISC SET IN THE TOP
 DK1023'OF A CONCRETE POST LOCATED ON THE EAST R/W OF THE MO. PAC. R.R.
 DK1023'BETWEEN THE TRACKS AND THE HWY NO. 165.  AT MILE POST 431. 8 RAILS
 DK1023'SOUTH OF A GRADE CROSSING.  49 FEET EAST OF THE EAST RAIL. 52 FEET
 DK1023'WEST OF THE CENTER LINE OF THE HWY.  8 FEET EAST OF THE MILE POST. 1
 DK1023'FOOT WEST OF EAST R/W FENCE.
 DK1023
 DK1023                          STATION RECOVERY (1977)
 DK1023
 DK1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0889 ***********************************************************************
 EJ0889  DESIGNATION -  R 244
 EJ0889  PID         -  EJ0889
 EJ0889  STATE/COUNTY-  AR/PERRY
 EJ0889  USGS QUAD   -  MARTINDALE (1984)
 EJ0889
 EJ0889                         *CURRENT SURVEY CONTROL
 EJ0889  ___________________________________________________________________
 EJ0889* NAD 83(1986)-  34 57 09.     (N)    092 38 39.     (W)     SCALED    
 EJ0889* NAVD 88     -       172.172  (meters)     564.87   (feet)  ADJUSTED  
 EJ0889  ___________________________________________________________________
 EJ0889  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EJ0889  DYNAMIC HT  -         172.006 (meters)     564.32  (feet)  COMP
 EJ0889  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 EJ0889
 EJ0889  VERT ORDER  -  SECOND    CLASS 0
 EJ0889
 EJ0889.The horizontal coordinates were scaled from a topographic map and have
 EJ0889.an estimated accuracy of +/- 6 seconds.
 EJ0889
 EJ0889.The orthometric height was determined by differential leveling
 EJ0889.and adjusted by the National Geodetic Survey in June 1991..
 EJ0889
 EJ0889.The geoid height was determined by GEOID03.
 EJ0889
 EJ0889.The dynamic height is computed by dividing the NAVD 88
 EJ0889.geopotential number by the normal gravity value computed on the
 EJ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0889.degrees latitude (g = 980.6199 gals.).
 EJ0889
 EJ0889.The modeled gravity was interpolated from observed gravity values.
 EJ0889
 EJ0889;                    North         East    Units  Estimated Accuracy
 EJ0889;SPC AR N     -    68,880.      341,160.      MT  (+/- 180 meters Scaled)
 EJ0889
 EJ0889                          SUPERSEDED SURVEY CONTROL
 EJ0889
 EJ0889  NGVD 29 (??/??/92)  172.198  (m)          564.95   (f) ADJ UNCH    2 0
 EJ0889
 EJ0889.Superseded values are not recommended for survey control.
 EJ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0889.See file dsdata.txt to determine how the superseded data were derived.
 EJ0889
 EJ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU324678(NAD 83)
 EJ0889_MARKER: DB = BENCH MARK DISK
 EJ0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0889_SP_SET: MONUMENT
 EJ0889_STAMPING: R-244 1939
 EJ0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0889
 EJ0889  HISTORY     - Date     Condition        Report By
 EJ0889  HISTORY     - 1939     MONUMENTED       CGS
 EJ0889  HISTORY     - 1968     GOOD             USE
 EJ0889
 EJ0889                          STATION DESCRIPTION
 EJ0889
 EJ0889'DESCRIBED BY US ENGINEERS 1968
 EJ0889'4.0 MI SW FROM BIGELOW.
 EJ0889'3.3 MILES SOUTH AND 0.7 MILE WEST OF-- IN THE NORTHWEST QUARTER OF
 EJ0889'SECTION 31, TOWNSHIP 4 NORTH, RANGE 15 WEST.  TO REACH R-244 FROM THE
 EJ0889'INTERSECTION OF STATE HIGHWAY NO. 113 WITH THE CHICAGO, ROCK ISLAND,
 EJ0889'AND PACIFIC RAILROAD TRACKS IN BIGELOW, ARKANSAS, TAKE STATE HIGHWAY
 EJ0889'NO. 113 SOUTH FOR 5.15 MILES TO A FARMHOUSE, PREVIOUSLY OCCUPIED BY O.
 EJ0889'F. HORNBACHER, AND THE MARK.  MARK IS 0.15 MILES SOUTH OF A CONCRETE
 EJ0889'BRIDGE OVER RANKIN CREEK, ABOUT 300 FEET SOUTHWEST OF THE FARMHOUSE
 EJ0889'PREVIOUSLY OCCUPIED BY O.F. HORNBACHER, 39.4 FEET NORTHEAST OF THE
 EJ0889'CENTERLINE OF THE HIGHWAY, 30 FEET SOUTHEAST OF A DIRT ROAD LEADING TO
 EJ0889'THE FARMHOUSE, 8 FEET SOUTHWEST OF A TRIPLE FORKED 10 INCH CEDAR TREE,
 EJ0889'AND 1 FOOT EAST OF A FENCE.  A USC AND GS CONCRETE MONUMENT WITH
 EJ0889'STANDARD DISK STAMPED R-244 1939, AND PROTRUDING 10 INCHES ABOVE THE
 EJ0889'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0888 ***********************************************************************
 FF0888  DESIGNATION -  R 246
 FF0888  PID         -  FF0888
 FF0888  STATE/COUNTY-  AR/CRAIGHEAD
 FF0888  USGS QUAD   -  HERMAN (1980)
 FF0888
 FF0888                         *CURRENT SURVEY CONTROL
 FF0888  ___________________________________________________________________
 FF0888* NAD 83(1986)-  35 51 00.     (N)    090 49 02.     (W)     SCALED    
 FF0888* NAVD 88     -        91.647  (meters)     300.68   (feet)  ADJUSTED  
 FF0888  ___________________________________________________________________
 FF0888  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0888  DYNAMIC HT  -          91.570 (meters)     300.43  (feet)  COMP
 FF0888  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FF0888
 FF0888  VERT ORDER  -  SECOND    CLASS 0
 FF0888
 FF0888.The horizontal coordinates were scaled from a topographic map and have
 FF0888.an estimated accuracy of +/- 6 seconds.
 FF0888
 FF0888.The orthometric height was determined by differential leveling
 FF0888.and adjusted by the National Geodetic Survey in June 1991..
 FF0888
 FF0888.The geoid height was determined by GEOID03.
 FF0888
 FF0888.The dynamic height is computed by dividing the NAVD 88
 FF0888.geopotential number by the normal gravity value computed on the
 FF0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0888.degrees latitude (g = 980.6199 gals.).
 FF0888
 FF0888.The modeled gravity was interpolated from observed gravity values.
 FF0888
 FF0888;                    North         East    Units  Estimated Accuracy
 FF0888;SPC AR N     -   168,900.      506,840.      MT  (+/- 180 meters Scaled)
 FF0888
 FF0888                          SUPERSEDED SURVEY CONTROL
 FF0888
 FF0888  NGVD 29 (??/??/??)   91.565  (m)          300.41   (f) ADJUSTED    2 0
 FF0888
 FF0888.Superseded values are not recommended for survey control.
 FF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0888.See file dsdata.txt to determine how the superseded data were derived.
 FF0888
 FF0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV971695(NAD 83)
 FF0888_MARKER: DB = BENCH MARK DISK
 FF0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0888_STAMPING: R 246 1938
 FF0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0888+STABILITY: SURFACE MOTION
 FF0888
 FF0888  HISTORY     - Date     Condition        Report By
 FF0888  HISTORY     - 1938     MONUMENTED       CGS
 FF0888  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0888
 FF0888                          STATION DESCRIPTION
 FF0888
 FF0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0888'3.6 MI S FROM BONO.
 FF0888'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF0888'AT BONO, CRAIGHEAD COUNTY, THENCE ABOUT 2.7 MILES WEST ALONG
 FF0888'STATE HIGHWAY 18, ON THE EAST SLOPE OF A SMALL HILL, 42 FEET
 FF0888'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF A FENCE
 FF0888'LINE, AND 27 FEET EAST OF A LANE LEADING TO A FARMHOUSE THROUGH
 FF0888'A GROVE OF LARGE OAK TREES.  A STANDARD DISK, STAMPED R 246 1938
 FF0888'AND SET IN THE TOP OF A CONCRETE POST.
 FF0888
 FF0888                          STATION RECOVERY (2002)
 FF0888
 FF0888'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0609 ***********************************************************************
 DL0609  DESIGNATION -  R 247
 DL0609  PID         -  DL0609
 DL0609  STATE/COUNTY-  AR/COLUMBIA
 DL0609  USGS QUAD   -  TAYLOR (1978)
 DL0609
 DL0609                         *CURRENT SURVEY CONTROL
 DL0609  ___________________________________________________________________
 DL0609* NAD 83(1997)-  33 05 11.01141(N)    093 27 43.85282(W)     ADJUSTED  
 DL0609* NAVD 88     -        76.495  (meters)     250.97   (feet)  ADJUSTED  
 DL0609  ___________________________________________________________________
 DL0609  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DL0609  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DL0609  DYNAMIC HT  -          76.411 (meters)     250.69  (feet)  COMP
 DL0609  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 DL0609
 DL0609  HORZ ORDER  -  SECOND
 DL0609  VERT ORDER  -  SECOND    CLASS 0
 DL0609
 DL0609.The horizontal coordinates were established by classical geodetic methods
 DL0609.and adjusted by the National Geodetic Survey in September 1999..
 DL0609
 DL0609.The orthometric height was determined by differential leveling
 DL0609.and adjusted by the National Geodetic Survey in June 1991..
 DL0609
 DL0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0609
 DL0609.The geoid height was determined by GEOID03.
 DL0609
 DL0609.The dynamic height is computed by dividing the NAVD 88
 DL0609.geopotential number by the normal gravity value computed on the
 DL0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0609.degrees latitude (g = 980.6199 gals.).
 DL0609
 DL0609.The modeled gravity was interpolated from observed gravity values.
 DL0609
 DL0609;                    North         East     Units Scale Factor Converg.
 DL0609;SPC AR S     -   447,529.177   263,485.021   MT  1.00005422   -0 49 06.1
 DL0609;SPC AR S     - 1,468,268.64    864,450.44   sFT  1.00005422   -0 49 06.1
 DL0609;SPC LA N     -   287,186.897   910,158.955   MT  1.00012268   -0 30 31.3
 DL0609;SPC LA N     -   942,212.34  2,986,079.84   sFT  1.00012268   -0 30 31.3
 DL0609;UTM  15      - 3,660,959.413   456,866.881   MT  0.99962294   -0 15 08.3
 DL0609
 DL0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0609!SPC AR S     -   0.99999212  x   1.00005422  =   1.00004634
 DL0609!SPC LA N     -   0.99999212  x   1.00012268  =   1.00011480
 DL0609!UTM  15      -   0.99999212  x   0.99962294  =   0.99961506
 DL0609
 DL0609                          SUPERSEDED SURVEY CONTROL
 DL0609
 DL0609  NAD 83(1997)-  33 05 11.02115(N)    093 27 43.84363(W) AD(       ) 2
 DL0609  NAD 83(1986)-  33 05 11.02256(N)    093 27 43.84212(W) AD(       ) 2
 DL0609  NAD 27      -  33 05 10.54400(N)    093 27 43.21900(W) AD(       ) 2
 DL0609  NGVD 29 (??/??/92)   76.547  (m)          251.14   (f) ADJ UNCH    2 0
 DL0609
 DL0609.Superseded values are not recommended for survey control.
 DL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0609.See file dsdata.txt to determine how the superseded data were derived.
 DL0609
 DL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5686760959(NAD 83)
 DL0609_MARKER: DB = BENCH MARK DISK
 DL0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0609_STAMPING: R 247 1938
 DL0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0609+STABILITY: SURFACE MOTION
 DL0609
 DL0609  HISTORY     - Date     Condition        Report By
 DL0609  HISTORY     - 1950     MONUMENTED       CGS
 DL0609  HISTORY     - 1965     MARK NOT FOUND   NGS
 DL0609
 DL0609                          STATION DESCRIPTION
 DL0609
 DL0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DL0609'SEE STATION TAYLOR.
 DL0609
 DL0609                          STATION RECOVERY (1965)
 DL0609
 DL0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DL0609'1.0 MI S FROM TAYLOR.
 DL0609'ABOUT 1 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0609'STATION AT TAYLOR, COLUMBIA COUNTY, 74 FEET WEST OF STATION SIGN S 61
 DL0609'FEET NORTHEAST OF MILEAGE 42.4, 42 FEET WEST OF THE WEST RAIL, AND 1
 DL0609'FOOT FROM THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 247 1938
 DL0609'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0283 ***********************************************************************
 EK0283  DESIGNATION -  R 248
 EK0283  PID         -  EK0283
 EK0283  STATE/COUNTY-  AR/SEVIER
 EK0283  USGS QUAD   -  GENEVA (1966)
 EK0283
 EK0283                         *CURRENT SURVEY CONTROL
 EK0283  ___________________________________________________________________
 EK0283* NAD 83(1986)-  34 03 36.     (N)    094 11 41.     (W)     SCALED    
 EK0283* NAVD 88     -       110.551  (meters)     362.70   (feet)  ADJUSTED  
 EK0283  ___________________________________________________________________
 EK0283  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EK0283  DYNAMIC HT  -         110.438 (meters)     362.33  (feet)  COMP
 EK0283  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 EK0283
 EK0283  VERT ORDER  -  SECOND    CLASS 0
 EK0283
 EK0283.The horizontal coordinates were scaled from a topographic map and have
 EK0283.an estimated accuracy of +/- 6 seconds.
 EK0283
 EK0283.The orthometric height was determined by differential leveling
 EK0283.and adjusted by the National Geodetic Survey in June 1991..
 EK0283
 EK0283.The geoid height was determined by GEOID03.
 EK0283
 EK0283.The dynamic height is computed by dividing the NAVD 88
 EK0283.geopotential number by the normal gravity value computed on the
 EK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0283.degrees latitude (g = 980.6199 gals.).
 EK0283
 EK0283.The modeled gravity was interpolated from observed gravity values.
 EK0283
 EK0283;                    North         East    Units  Estimated Accuracy
 EK0283;SPC AR S     -   556,710.      197,420.      MT  (+/- 180 meters Scaled)
 EK0283
 EK0283                          SUPERSEDED SURVEY CONTROL
 EK0283
 EK0283  NGVD 29 (??/??/92)  110.530  (m)          362.63   (f) ADJ UNCH    2 0
 EK0283
 EK0283.Superseded values are not recommended for survey control.
 EK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0283.See file dsdata.txt to determine how the superseded data were derived.
 EK0283
 EK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT897694(NAD 83)
 EK0283_MARKER: DB = BENCH MARK DISK
 EK0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0283_STAMPING: R 248 1939
 EK0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0283+STABILITY: SURFACE MOTION
 EK0283
 EK0283  HISTORY     - Date     Condition        Report By
 EK0283  HISTORY     - 1939     MONUMENTED       CGS
 EK0283  HISTORY     - 1962     GOOD             NGS
 EK0283
 EK0283                          STATION DESCRIPTION
 EK0283
 EK0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0283'7 MI NW FROM LOCKESBURG.
 EK0283'ON OLD U.S. HIGHWAY 70 (GRAVELED), ON THE OUTSIDE OF A CURVE,
 EK0283'ABOUT 1.0 MILE NORTHEAST OF JUNCTION WITH PRESENT U.S. 70, ABOUT
 EK0283'9 FEET WEST OF A WHITE BOARD GATE AND JUST INSIDE OF A SMALL
 EK0283'PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1578 ***********************************************************************
 EH1578  DESIGNATION -  R 249
 EH1578  PID         -  EH1578
 EH1578  STATE/COUNTY-  AR/LINCOLN
 EH1578  USGS QUAD   -  CADES (1975)
 EH1578
 EH1578                         *CURRENT SURVEY CONTROL
 EH1578  ___________________________________________________________________
 EH1578* NAD 83(1986)-  34 02 29.     (N)    091 31 09.     (W)     SCALED    
 EH1578* NAVD 88     -        52.538  (meters)     172.37   (feet)  ADJUSTED  
 EH1578  ___________________________________________________________________
 EH1578  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1578  DYNAMIC HT  -          52.486 (meters)     172.20  (feet)  COMP
 EH1578  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 EH1578
 EH1578  VERT ORDER  -  SECOND    CLASS 0
 EH1578
 EH1578.The horizontal coordinates were scaled from a topographic map and have
 EH1578.an estimated accuracy of +/- 6 seconds.
 EH1578
 EH1578.The orthometric height was determined by differential leveling
 EH1578.and adjusted by the National Geodetic Survey in June 1991..
 EH1578
 EH1578.The geoid height was determined by GEOID03.
 EH1578
 EH1578.The dynamic height is computed by dividing the NAVD 88
 EH1578.geopotential number by the normal gravity value computed on the
 EH1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1578.degrees latitude (g = 980.6199 gals.).
 EH1578
 EH1578.The modeled gravity was interpolated from observed gravity values.
 EH1578
 EH1578;                    North         East    Units  Estimated Accuracy
 EH1578;SPC AR S     -   552,580.      444,400.      MT  (+/- 180 meters Scaled)
 EH1578
 EH1578                          SUPERSEDED SURVEY CONTROL
 EH1578
 EH1578  NGVD 29 (??/??/??)   52.613  (m)          172.61   (f) ADJUSTED    2 0
 EH1578
 EH1578.Superseded values are not recommended for survey control.
 EH1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1578.See file dsdata.txt to determine how the superseded data were derived.
 EH1578
 EH1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT366677(NAD 83)
 EH1578_MARKER: DB = BENCH MARK DISK
 EH1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1578_STAMPING: R 249 1940
 EH1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1578+STABILITY: SURFACE MOTION
 EH1578
 EH1578  HISTORY     - Date     Condition        Report By
 EH1578  HISTORY     - 1940     MONUMENTED       CGS
 EH1578
 EH1578                          STATION DESCRIPTION
 EH1578
 EH1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1578'6.2 MI NE FROM GOULD.
 EH1578'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT GOULD, PROCEED
 EH1578'NORTHWARD ALONG STATE HIGHWAY NO. 114, GO 5.2 MILES.  TURN RIGHT
 EH1578'(EAST) AT CROCKETTS STORE AND FOLLOW DIRT ROAD TOWARD SOUTH BEND, GO
 EH1578'1.0 MILE.  BENCH MARK IS IN FRONT OF SMALL UNPAINTED HOUSE.  20 FEET
 EH1578'TOWARDS HOUSE (SOUTH) FROM CENTER LINE OF ROAD.  9 FEET TOWARDS
 EH1578'CROCKETTS STORE (WEST) FROM 10 INCH ELM TREE.  1 FOOT SOUTH OF WIRE
 EH1578'FENCE.  MONUMENT PROJECTS ABOUT 6 INCHES.  A 4 X 4 INCH CYPRESS POST
 EH1578'PAINTED WHITE PROJECTING 2 FEET IS 3.5 FEET AT 90 DEG MAGNETIC FROM
 EH1578'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0273 ***********************************************************************
 GE0273  DESIGNATION -  R 25
 GE0273  PID         -  GE0273
 GE0273  STATE/COUNTY-  AR/CLAY
 GE0273  USGS QUAD   -  DATTO (1964)
 GE0273
 GE0273                         *CURRENT SURVEY CONTROL
 GE0273  ___________________________________________________________________
 GE0273* NAD 83(1986)-  36 22 44.     (N)    090 44 11.     (W)     SCALED    
 GE0273* NAVD 88     -        86.359  (meters)     283.33   (feet)  ADJUSTED  
 GE0273  ___________________________________________________________________
 GE0273  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GE0273  DYNAMIC HT  -          86.290 (meters)     283.10  (feet)  COMP
 GE0273  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 GE0273
 GE0273  VERT ORDER  -  FIRST     CLASS II
 GE0273
 GE0273.The horizontal coordinates were scaled from a topographic map and have
 GE0273.an estimated accuracy of +/- 6 seconds.
 GE0273
 GE0273.The orthometric height was determined by differential leveling
 GE0273.and adjusted by the National Geodetic Survey in June 1991..
 GE0273
 GE0273.The geoid height was determined by GEOID03.
 GE0273
 GE0273.The dynamic height is computed by dividing the NAVD 88
 GE0273.geopotential number by the normal gravity value computed on the
 GE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0273.degrees latitude (g = 980.6199 gals.).
 GE0273
 GE0273.The modeled gravity was interpolated from observed gravity values.
 GE0273
 GE0273;                    North         East    Units  Estimated Accuracy
 GE0273;SPC AR N     -   227,680.      513,390.      MT  (+/- 180 meters Scaled)
 GE0273
 GE0273                          SUPERSEDED SURVEY CONTROL
 GE0273
 GE0273  NGVD 29 (??/??/92)   86.320  (m)          283.20   (f) ADJ UNCH    1 2
 GE0273
 GE0273.Superseded values are not recommended for survey control.
 GE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0273.See file dsdata.txt to determine how the superseded data were derived.
 GE0273
 GE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA030283(NAD 83)
 GE0273_MARKER: DB = BENCH MARK DISK
 GE0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0273_STAMPING: 283.208 R 25 1932
 GE0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0273+STABILITY: SURFACE MOTION
 GE0273
 GE0273  HISTORY     - Date     Condition        Report By
 GE0273  HISTORY     - 1932     MONUMENTED       CGS
 GE0273  HISTORY     - 1934     GOOD             NGS
 GE0273  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0273
 GE0273                          STATION DESCRIPTION
 GE0273
 GE0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0273'1.1 MI SW FROM DATTO.
 GE0273'1.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0273'FROM THE STATION AT DATTO, CLAY COUNTY, 3 POLES SOUTHWEST OF
 GE0273'MILEPOST 229, AT A ROAD CROSSING, AND 60 FEET EAST OF U.S.
 GE0273'HIGHWAY 67.  A STANDARD DISK, STAMPED 283.208 R 25 1932 AND SET
 GE0273'IN THE TOP OF A CONCRETE POST.
 GE0273
 GE0273                          STATION RECOVERY (2002)
 GE0273
 GE0273'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0535 ***********************************************************************
 EJ0535  DESIGNATION -  R 250
 EJ0535  PID         -  EJ0535
 EJ0535  STATE/COUNTY-  AR/JEFFERSON
 EJ0535  USGS QUAD   -  REDFIELD (1984)
 EJ0535
 EJ0535                         *CURRENT SURVEY CONTROL
 EJ0535  ___________________________________________________________________
 EJ0535* NAD 83(1986)-  34 27 40.     (N)    092 08 21.     (W)     SCALED    
 EJ0535* NAVD 88     -        97.194  (meters)     318.88   (feet)  ADJUSTED  
 EJ0535  ___________________________________________________________________
 EJ0535  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EJ0535  DYNAMIC HT  -          97.102 (meters)     318.58  (feet)  COMP
 EJ0535  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 EJ0535
 EJ0535  VERT ORDER  -  SECOND    CLASS 0
 EJ0535
 EJ0535.The horizontal coordinates were scaled from a topographic map and have
 EJ0535.an estimated accuracy of +/- 6 seconds.
 EJ0535
 EJ0535.The orthometric height was determined by differential leveling
 EJ0535.and adjusted by the National Geodetic Survey in June 1991..
 EJ0535
 EJ0535.The geoid height was determined by GEOID03.
 EJ0535
 EJ0535.The dynamic height is computed by dividing the NAVD 88
 EJ0535.geopotential number by the normal gravity value computed on the
 EJ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0535.degrees latitude (g = 980.6199 gals.).
 EJ0535
 EJ0535.The modeled gravity was interpolated from observed gravity values.
 EJ0535
 EJ0535;                    North         East    Units  Estimated Accuracy
 EJ0535;SPC AR S     -   599,040.      387,210.      MT  (+/- 180 meters Scaled)
 EJ0535
 EJ0535                          SUPERSEDED SURVEY CONTROL
 EJ0535
 EJ0535  NGVD 29 (??/??/92)   97.270  (m)          319.13   (f) ADJ UNCH    2 0
 EJ0535
 EJ0535.Superseded values are not recommended for survey control.
 EJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0535.See file dsdata.txt to determine how the superseded data were derived.
 EJ0535
 EJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU790136(NAD 83)
 EJ0535_MARKER: DB = BENCH MARK DISK
 EJ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0535_STAMPING: R 250 1940
 EJ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0535+STABILITY: SURFACE MOTION
 EJ0535
 EJ0535  HISTORY     - Date     Condition        Report By
 EJ0535  HISTORY     - 1940     MONUMENTED       CGS
 EJ0535  HISTORY     - 1970     MARK NOT FOUND   NGS
 EJ0535  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0535
 EJ0535                          STATION DESCRIPTION
 EJ0535
 EJ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0535'3.5 MI NE FROM REDFIELD.
 EJ0535'FROM RAILROAD STATION AT REDFIELD, PROCEED ALONG GRAVELED ROAD TOWARDS
 EJ0535'RIVER, GO 3.5 MILES.  BENCH MARK IS STANDARD DISK IN PRE-CAST CONCRETE
 EJ0535'POST PROJECTING ABOUT 5 INCHES.  60 FEET NORTHWEST AND ACROSS ROAD
 EJ0535'FROM WOODEN BRIDGE TO ROAD INTO THE WOODS.  IN LINE WITH TELEPHONE
 EJ0535'POLES, 8 FEET TOWARDS REDFIELD (WEST) FROM TELEPHONE POLE. 24 FEET
 EJ0535'NORTH OF CENTER LINE OF GRAVELED ROAD.  A 4 X 4 INCH CYPRESS POST
 EJ0535'PAINTED WHITE PROJECTING 18 INCHES IS 4 FEET AT 90 DEG MAGNETIC FROM
 EJ0535'BENCH MARK.
 EJ0535
 EJ0535                          STATION RECOVERY (1970)
 EJ0535
 EJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EJ0535'MARK NOT FOUND.
 EJ0535
 EJ0535                          STATION RECOVERY (1984)
 EJ0535
 EJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0587 ***********************************************************************
 EJ0587  DESIGNATION -  R 251
 EJ0587  PID         -  EJ0587
 EJ0587  STATE/COUNTY-  AR/JEFFERSON
 EJ0587  USGS QUAD   -  WHITE HALL (1984)
 EJ0587
 EJ0587                         *CURRENT SURVEY CONTROL
 EJ0587  ___________________________________________________________________
 EJ0587* NAD 83(1986)-  34 19 17.     (N)    092 01 53.     (W)     SCALED    
 EJ0587* NAVD 88     -        66.006  (meters)     216.55   (feet)  ADJUSTED  
 EJ0587  ___________________________________________________________________
 EJ0587  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0587  DYNAMIC HT  -          65.942 (meters)     216.34  (feet)  COMP
 EJ0587  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 EJ0587
 EJ0587  VERT ORDER  -  SECOND    CLASS 0
 EJ0587
 EJ0587.The horizontal coordinates were scaled from a topographic map and have
 EJ0587.an estimated accuracy of +/- 6 seconds.
 EJ0587
 EJ0587.The orthometric height was determined by differential leveling
 EJ0587.and adjusted by the National Geodetic Survey in June 1991..
 EJ0587
 EJ0587.The geoid height was determined by GEOID03.
 EJ0587
 EJ0587.The dynamic height is computed by dividing the NAVD 88
 EJ0587.geopotential number by the normal gravity value computed on the
 EJ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0587.degrees latitude (g = 980.6199 gals.).
 EJ0587
 EJ0587.The modeled gravity was interpolated from observed gravity values.
 EJ0587
 EJ0587;                    North         East    Units  Estimated Accuracy
 EJ0587;SPC AR S     -   583,530.      397,110.      MT  (+/- 180 meters Scaled)
 EJ0587
 EJ0587                          SUPERSEDED SURVEY CONTROL
 EJ0587
 EJ0587  NGVD 29 (??/??/92)   66.038  (m)          216.66   (f) ADJ UNCH    2 0
 EJ0587
 EJ0587.Superseded values are not recommended for survey control.
 EJ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0587.See file dsdata.txt to determine how the superseded data were derived.
 EJ0587
 EJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT891982(NAD 83)
 EJ0587_MARKER: DB = BENCH MARK DISK
 EJ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0587_STAMPING: R 251 1940
 EJ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0587+STABILITY: SURFACE MOTION
 EJ0587
 EJ0587  HISTORY     - Date     Condition        Report By
 EJ0587  HISTORY     - 1940     MONUMENTED       CGS
 EJ0587  HISTORY     - 1970     MARK NOT FOUND   USGS
 EJ0587
 EJ0587                          STATION DESCRIPTION
 EJ0587
 EJ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0587'4.5 MI N FROM PINE BLUFF.
 EJ0587'4.5 MILES NORTH AND 0.2 MILE NORTHEAST ALONG U. S. HIGHWAY 79 FROM THE
 EJ0587'CITY LIMITS OF PINE BLUFF, JEFFERSON COUNTY, 3.4 MILES NORTH ALONG A
 EJ0587'GRAVEL ROAD, 3.6 MILES NORTHEAST OF THE JEFFERSON COUNTY FREE BRIDGE,
 EJ0587'NEAR A POINT WHERE THE ROAD LEAVES THE LEVEE, 130 FEET NORTHWEST OF
 EJ0587'THE CENTER OF THE JUNCTION OF A DIRT ROAD PARALLELING THE LEVEE, 23
 EJ0587'FEET NORTHEAST OF THE TOE OF THE LEVEE, 15 FEET NORTHEAST OF THE
 EJ0587'CENTERLINE OF THE DIRT ROAD, 9 FEET WEST OF THE WEST CORNER OF A
 EJ0587'TENANT HOUSE, 1 FOOT SOUTHEAST OF A GARDEN FENCE, AND 3.5 FEET
 EJ0587'NORTHEAST OF A 4 BY 4 INCH WHITE POST PROJECTING 18 INCHES ABOVE
 EJ0587'GROUND.  A STANDARD DISK, STAMPED R 251 1940 AND SET IN THE TOP OF A
 EJ0587'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 EJ0587
 EJ0587                          STATION RECOVERY (1970)
 EJ0587
 EJ0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EJ0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0184 ***********************************************************************
 EJ0184  DESIGNATION -  R 252
 EJ0184  PID         -  EJ0184
 EJ0184  STATE/COUNTY-  AR/PULASKI
 EJ0184  USGS QUAD   -  WOODSON (1987)
 EJ0184
 EJ0184                         *CURRENT SURVEY CONTROL
 EJ0184  ___________________________________________________________________
 EJ0184* NAD 83(1986)-  34 36 23.     (N)    092 08 46.     (W)     SCALED    
 EJ0184* NAVD 88     -        73.554  (meters)     241.32   (feet)  ADJUSTED  
 EJ0184  ___________________________________________________________________
 EJ0184  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ0184  DYNAMIC HT  -          73.485 (meters)     241.09  (feet)  COMP
 EJ0184  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 EJ0184
 EJ0184  VERT ORDER  -  SECOND    CLASS 0
 EJ0184
 EJ0184.The horizontal coordinates were scaled from a topographic map and have
 EJ0184.an estimated accuracy of +/- 6 seconds.
 EJ0184
 EJ0184.The orthometric height was determined by differential leveling
 EJ0184.and adjusted by the National Geodetic Survey in June 1991..
 EJ0184
 EJ0184.The geoid height was determined by GEOID03.
 EJ0184
 EJ0184.The dynamic height is computed by dividing the NAVD 88
 EJ0184.geopotential number by the normal gravity value computed on the
 EJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0184.degrees latitude (g = 980.6199 gals.).
 EJ0184
 EJ0184.The modeled gravity was interpolated from observed gravity values.
 EJ0184
 EJ0184;                    North         East    Units  Estimated Accuracy
 EJ0184;SPC AR S     -   615,150.      386,600.      MT  (+/- 180 meters Scaled)
 EJ0184
 EJ0184                          SUPERSEDED SURVEY CONTROL
 EJ0184
 EJ0184  NGVD 29 (??/??/92)   73.590  (m)          241.44   (f) ADJ UNCH    2 0
 EJ0184
 EJ0184.Superseded values are not recommended for survey control.
 EJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0184.See file dsdata.txt to determine how the superseded data were derived.
 EJ0184
 EJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU782297(NAD 83)
 EJ0184_MARKER: DB = BENCH MARK DISK
 EJ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0184_STAMPING: R 252 1940
 EJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0184+STABILITY: SURFACE MOTION
 EJ0184
 EJ0184  HISTORY     - Date     Condition        Report By
 EJ0184  HISTORY     - 1940     MONUMENTED       CGS
 EJ0184  HISTORY     - 198504   MARK NOT FOUND   USGS
 EJ0184  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0184
 EJ0184                          STATION DESCRIPTION
 EJ0184
 EJ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0184'1.3 MI S FROM SCOTT.
 EJ0184'1.3 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM SCOTT, PULASKI COUNTY,
 EJ0184'1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO A SMALL WHITE CHURCH,
 EJ0184'0.5 MILE SOUTH ALONG A DIRT ROAD LEADING TO A LARGE GREEN HOUSE, 0.8
 EJ0184'MILE WEST ALONG A DIRT ROAD, 3.8 MILES SOUTH ALONG A ROAD PARALLELING
 EJ0184'THE LEVEE AND LEADING TO GEORGETOWN LANDING, 2.0 MILES WEST ALONG THE
 EJ0184'ROAD, 0.7 MILE SOUTH AND 0.6 MILE WEST ALONG A FARM ROAD, 500 FEET
 EJ0184'WEST OF A FARMHOUSE, 51 FEET EAST OF THE CENTERLINE OF THE LEVEE, 25
 EJ0184'FEET NORTH OF THE CENTERLINE OF THE FARM ROAD, 4.5 FEET NORTHWEST OF A
 EJ0184'3-FOOT SYCAMORE TREE, AND 2 FEET WEST OF A 4 BY 4-INCH WHITE POST
 EJ0184'PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED R 252
 EJ0184'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 EJ0184'GROUND.
 EJ0184
 EJ0184                          STATION RECOVERY (1985)
 EJ0184
 EJ0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DNB)
 EJ0184'MARK NOT FOUND.
 EJ0184
 EJ0184                          STATION RECOVERY (1989)
 EJ0184
 EJ0184'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1096 ***********************************************************************
 FG1096  DESIGNATION -  R 253 RESET
 FG1096  PID         -  FG1096
 FG1096  STATE/COUNTY-  AR/LOGAN
 FG1096  USGS QUAD   -  DELAWARE (1993)
 FG1096
 FG1096                         *CURRENT SURVEY CONTROL
 FG1096  ___________________________________________________________________
 FG1096* NAD 83(1986)-  35 16 54.     (N)    093 19 55.     (W)     SCALED    
 FG1096* NAVD 88     -       113.93   (meters)     373.8    (feet)  RESET     
 FG1096  ___________________________________________________________________
 FG1096  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FG1096
 FG1096  VERT ORDER  -  THIRD
 FG1096
 FG1096.The horizontal coordinates were scaled from a topographic map and have
 FG1096.an estimated accuracy of +/- 6 seconds.
 FG1096
 FG1096.The orthometric height was computed from unverified reset data.
 FG1096
 FG1096.The geoid height was determined by GEOID03.
 FG1096
 FG1096;                    North         East    Units  Estimated Accuracy
 FG1096;SPC AR N     -   106,030.      278,840.      MT  (+/- 180 meters Scaled)
 FG1096
 FG1096                          SUPERSEDED SURVEY CONTROL
 FG1096
 FG1096.No superseded survey control is available for this station.
 FG1096
 FG1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV698043(NAD 83)
 FG1096_MARKER: DB = BENCH MARK DISK
 FG1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1096_STAMPING: R 253 RESET 1966
 FG1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1096+STABILITY: SURFACE MOTION
 FG1096
 FG1096  HISTORY     - Date     Condition        Report By
 FG1096  HISTORY     - 1966     MONUMENTED       CGS
 FG1096
 FG1096                          STATION DESCRIPTION
 FG1096
 FG1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FG1096'1.9 MI W FROM DELAWARE.
 FG1096'1.9 MILES WEST ALONG STATE HIGHWAY 22 FROM DELAWARE, 97 FEET NORTH OF
 FG1096'THE CENTER OF STATE HIGHWAY 22, 75 FEET WEST OF ROCKY BRANCH CREEK, 37
 FG1096'FEET NORTH OF A RIGHT-OF-WAY LINE, 2 FEET NORTH OF A METAL WITNESS
 FG1096'POST, 1 FOOT EAST OF A NORTH-SOUTH FENCE, AND SET IN THE TOP OF A
 FG1096'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1220 ***********************************************************************
 FG1220  DESIGNATION -  R 254
 FG1220  PID         -  FG1220
 FG1220  STATE/COUNTY-  AR/LOGAN
 FG1220  USGS QUAD   -  SCRANTON (1993)
 FG1220
 FG1220                         *CURRENT SURVEY CONTROL
 FG1220  ___________________________________________________________________
 FG1220* NAD 83(1986)-  35 21 48.     (N)    093 35 50.     (W)     SCALED    
 FG1220* NAVD 88     -       131.862  (meters)     432.62   (feet)  ADJUSTED  
 FG1220  ___________________________________________________________________
 FG1220  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FG1220  DYNAMIC HT  -         131.739 (meters)     432.21  (feet)  COMP
 FG1220  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 FG1220
 FG1220  VERT ORDER  -  SECOND    CLASS 0
 FG1220
 FG1220.The horizontal coordinates were scaled from a topographic map and have
 FG1220.an estimated accuracy of +/- 6 seconds.
 FG1220
 FG1220.The orthometric height was determined by differential leveling
 FG1220.and adjusted by the National Geodetic Survey in June 1991..
 FG1220
 FG1220.The geoid height was determined by GEOID03.
 FG1220
 FG1220.The dynamic height is computed by dividing the NAVD 88
 FG1220.geopotential number by the normal gravity value computed on the
 FG1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1220.degrees latitude (g = 980.6199 gals.).
 FG1220
 FG1220.The modeled gravity was interpolated from observed gravity values.
 FG1220
 FG1220;                    North         East    Units  Estimated Accuracy
 FG1220;SPC AR N     -   115,450.      254,860.      MT  (+/- 180 meters Scaled)
 FG1220
 FG1220                          SUPERSEDED SURVEY CONTROL
 FG1220
 FG1220  NGVD 29 (??/??/92)  131.825  (m)          432.50   (f) ADJ UNCH    2 0
 FG1220
 FG1220.Superseded values are not recommended for survey control.
 FG1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1220.See file dsdata.txt to determine how the superseded data were derived.
 FG1220
 FG1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV457135(NAD 83)
 FG1220_MARKER: DB = BENCH MARK DISK
 FG1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1220_STAMPING: R 254 1940
 FG1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1220+STABILITY: SURFACE MOTION
 FG1220
 FG1220  HISTORY     - Date     Condition        Report By
 FG1220  HISTORY     - 1940     MONUMENTED       CGS
 FG1220  HISTORY     - 1959     GOOD             NGS
 FG1220
 FG1220                          STATION DESCRIPTION
 FG1220
 FG1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1220'4.8 MI SW FROM MORRISON BLUFF.
 FG1220'THE MARK IS ABOUT 0.25 MILE DUE SOUTH OF A WHITE HOUSE OCCUPIED BY MR.
 FG1220'AUSTIN HOUSER.  THE ROAD PAST THE MARK HAS BEEN ABANDONED AND THE FARM
 FG1220'HOUSE HAS BEEN TORN DOWN.  THE OLD BUILDING SITE AND ROAD ARE STILL
 FG1220'VISABLE AND ARE ON SUMMIT OF A SMALL HILL IN AN OPEN PASTURE. 0.4 MILE
 FG1220'SOUTH ALONG A GRAVEL ROAD FROM MORRISON BLUFF, THENCE 1.6 MILES WEST
 FG1220'ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH AND 2.6 MILES WEST ALONG
 FG1220'ROADS.  ON THE OUTSIDE OF A CURVEAT THE POINT WHERE THE ROAD TURNS
 FG1220'LEFT DOWNHILL, 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FG1220'FARMHOUSE, 32 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD ON THE
 FG1220'CURVE, 16 FEET NORTH OF A FENCE CORNER, 11.5 FEET NORTHWEST OF A WIRE
 FG1220'FENCE, AND 3.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1254 ***********************************************************************
 FG1254  DESIGNATION -  R 255
 FG1254  PID         -  FG1254
 FG1254  STATE/COUNTY-  AR/FRANKLIN
 FG1254  USGS QUAD   -  OZARK (1993)
 FG1254
 FG1254                         *CURRENT SURVEY CONTROL
 FG1254  ___________________________________________________________________
 FG1254* NAD 83(1986)-  35 26 26.     (N)    093 51 34.     (W)     SCALED    
 FG1254* NAVD 88     -       143.623  (meters)     471.20   (feet)  ADJUSTED  
 FG1254  ___________________________________________________________________
 FG1254  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FG1254  DYNAMIC HT  -         143.490 (meters)     470.77  (feet)  COMP
 FG1254  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 FG1254
 FG1254  VERT ORDER  -  SECOND    CLASS 0
 FG1254
 FG1254.The horizontal coordinates were scaled from a topographic map and have
 FG1254.an estimated accuracy of +/- 6 seconds.
 FG1254
 FG1254.The orthometric height was determined by differential leveling
 FG1254.and adjusted by the National Geodetic Survey in June 1991..
 FG1254
 FG1254.The geoid height was determined by GEOID03.
 FG1254
 FG1254.The dynamic height is computed by dividing the NAVD 88
 FG1254.geopotential number by the normal gravity value computed on the
 FG1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1254.degrees latitude (g = 980.6199 gals.).
 FG1254
 FG1254.The modeled gravity was interpolated from observed gravity values.
 FG1254
 FG1254;                    North         East    Units  Estimated Accuracy
 FG1254;SPC AR N     -   124,430.      231,190.      MT  (+/- 180 meters Scaled)
 FG1254
 FG1254                          SUPERSEDED SURVEY CONTROL
 FG1254
 FG1254  NGVD 29 (??/??/92)  143.569  (m)          471.03   (f) ADJ UNCH    2 0
 FG1254
 FG1254.Superseded values are not recommended for survey control.
 FG1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1254.See file dsdata.txt to determine how the superseded data were derived.
 FG1254
 FG1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV219222(NAD 83)
 FG1254_MARKER: DB = BENCH MARK DISK
 FG1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1254_STAMPING: R 255 1940
 FG1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1254+STABILITY: SURFACE MOTION
 FG1254
 FG1254  HISTORY     - Date     Condition        Report By
 FG1254  HISTORY     - 1940     MONUMENTED       CGS
 FG1254  HISTORY     - 1959     GOOD             NGS
 FG1254  HISTORY     - 1963     GOOD             USGS
 FG1254  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1254
 FG1254                          STATION DESCRIPTION
 FG1254
 FG1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1254'4.8 MI SW FROM OZARK.
 FG1254'3.0 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI PACIFIC
 FG1254'RAILROAD STATION AT OZARK, THENCE 1.8 MILES WEST ALONG STATE HIGHWAY
 FG1254'96.  AT THE T-JUNCTION OF A DIRT ROAD LEADING SOUTH, 25 FEET NORTHWEST
 FG1254'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST-NORTHEAST OF A FENCE
 FG1254'CORNER, AND 3.7 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST. NOTE--
 FG1254'BARNS AND TOOL SHED GONE.  GRAVEL ROAD FROM ROSEVILLE IS NOW ARK 309.
 FG1254'MARK EXTENDS 8 INCHES ABOVE GROUND AND IS SOLID.
 FG1254
 FG1254                          STATION RECOVERY (1963)
 FG1254
 FG1254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1254'RECOVERED IN GOOD CONDITION.
 FG1254
 FG1254                          STATION RECOVERY (1984)
 FG1254
 FG1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1254'NOT RECOVERED, PROBABLY TAKEN OUT BY ROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0193 ***********************************************************************
 FH0193  DESIGNATION -  R 256
 FH0193  PID         -  FH0193
 FH0193  STATE/COUNTY-  AR/SEBASTIAN
 FH0193  USGS QUAD   -  LAVACA (1997)
 FH0193
 FH0193                         *CURRENT SURVEY CONTROL
 FH0193  ___________________________________________________________________
 FH0193* NAD 83(1986)-  35 20 04.     (N)    094 08 42.     (W)     SCALED    
 FH0193* NAVD 88     -       120.671  (meters)     395.90   (feet)  ADJUSTED  
 FH0193  ___________________________________________________________________
 FH0193  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FH0193  DYNAMIC HT  -         120.558 (meters)     395.53  (feet)  COMP
 FH0193  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 FH0193
 FH0193  VERT ORDER  -  SECOND    CLASS 0
 FH0193
 FH0193.The horizontal coordinates were scaled from a topographic map and have
 FH0193.an estimated accuracy of +/- 6 seconds.
 FH0193
 FH0193.The orthometric height was determined by differential leveling
 FH0193.and adjusted by the National Geodetic Survey in June 1991..
 FH0193
 FH0193.The geoid height was determined by GEOID03.
 FH0193
 FH0193.The dynamic height is computed by dividing the NAVD 88
 FH0193.geopotential number by the normal gravity value computed on the
 FH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0193.degrees latitude (g = 980.6199 gals.).
 FH0193
 FH0193.The modeled gravity was interpolated from observed gravity values.
 FH0193
 FH0193;                    North         East    Units  Estimated Accuracy
 FH0193;SPC AR N     -   113,190.      205,010.      MT  (+/- 180 meters Scaled)
 FH0193
 FH0193                          SUPERSEDED SURVEY CONTROL
 FH0193
 FH0193  NGVD 29 (??/??/92)  120.579  (m)          395.60   (f) ADJ UNCH    2 0
 FH0193
 FH0193.Superseded values are not recommended for survey control.
 FH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0193.See file dsdata.txt to determine how the superseded data were derived.
 FH0193
 FH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV959107(NAD 83)
 FH0193_MARKER: DB = BENCH MARK DISK
 FH0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0193_STAMPING: R 256 1940
 FH0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0193+STABILITY: SURFACE MOTION
 FH0193
 FH0193  HISTORY     - Date     Condition        Report By
 FH0193  HISTORY     - 1940     MONUMENTED       CGS
 FH0193  HISTORY     - 1959     GOOD             NGS
 FH0193  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0193
 FH0193                          STATION DESCRIPTION
 FH0193
 FH0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0193'1.7 MI E FROM LAVACA.
 FH0193'1.7 MILES EAST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 FH0193'LAVACA, 117 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE
 FH0193'MISSOURI PACIFIC RAILROAD, 51 FEET SOUTH OF THE CENTERLINE OF THE
 FH0193'HIGHWAY, 26 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND
 FH0193'2.9 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 FH0193
 FH0193                          STATION RECOVERY (1984)
 FH0193
 FH0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0193'SEARCHED FOR BUT NOT RECOVERED, THE AREA LOOKS UNDISTURBED BUT THE
 FH0193'MARK COULD NOT BE FOUND, POSSIBLY DISTURBED BY THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1133 ***********************************************************************
 DL1133  DESIGNATION -  R 258
 DL1133  PID         -  DL1133
 DL1133  STATE/COUNTY-  AR/MILLER
 DL1133  USGS QUAD   -  CANFIELD (1975)
 DL1133
 DL1133                         *CURRENT SURVEY CONTROL
 DL1133  ___________________________________________________________________
 DL1133* NAD 83(1986)-  33 14 06.     (N)    093 44 24.     (W)     SCALED    
 DL1133* NAVD 88     -        66.315  (meters)     217.57   (feet)  ADJUSTED  
 DL1133  ___________________________________________________________________
 DL1133  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DL1133  DYNAMIC HT  -          66.243 (meters)     217.33  (feet)  COMP
 DL1133  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 DL1133
 DL1133  VERT ORDER  -  FIRST     CLASS I
 DL1133
 DL1133.The horizontal coordinates were scaled from a topographic map and have
 DL1133.an estimated accuracy of +/- 6 seconds.
 DL1133
 DL1133.The orthometric height was determined by differential leveling
 DL1133.and adjusted by the National Geodetic Survey in June 1991..
 DL1133
 DL1133.The geoid height was determined by GEOID03.
 DL1133
 DL1133.The dynamic height is computed by dividing the NAVD 88
 DL1133.geopotential number by the normal gravity value computed on the
 DL1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1133.degrees latitude (g = 980.6199 gals.).
 DL1133
 DL1133.The modeled gravity was interpolated from observed gravity values.
 DL1133
 DL1133;                    North         East    Units  Estimated Accuracy
 DL1133;SPC AR S     -   464,420.      237,830.      MT  (+/- 180 meters Scaled)
 DL1133
 DL1133                          SUPERSEDED SURVEY CONTROL
 DL1133
 DL1133  NGVD 29 (??/??/??)   66.343  (m)          217.66   (f) ADJUSTED    1 1
 DL1133
 DL1133.Superseded values are not recommended for survey control.
 DL1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1133.See file dsdata.txt to determine how the superseded data were derived.
 DL1133
 DL1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS310775(NAD 83)
 DL1133_MARKER: DB = BENCH MARK DISK
 DL1133_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1133+WITH SETTING: INTO GROUND
 DL1133_SP_SET: METAL ROD WITH BASE PLATE
 DL1133_STAMPING: R 258 1977
 DL1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1133+STABILITY: SURFACE MOTION
 DL1133
 DL1133  HISTORY     - Date     Condition        Report By
 DL1133  HISTORY     - 1977     MONUMENTED       NGS
 DL1133
 DL1133                          STATION DESCRIPTION
 DL1133
 DL1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1133'14.3 MI SE FROM GARLAND.
 DL1133'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1133'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1133'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1133'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO A
 DL1133'T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG GRAVEL ROAD
 DL1133'TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD TO A
 DL1133'T JUNCTION, THENCE 3.7 MILES EAST AND SOUTHWESTERLY ALONG
 DL1133'A GRAVEL ROAD TO A T JUNCTION, 32 FEET NORTHWEST OF CENTER OF
 DL1133'JUNCTION, 8 FEET NORTH OF A FENCE CORNER, AND 73 FEET NORTHWEST
 DL1133'AND ACROSS INTERSECTION FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1104 ***********************************************************************
 DL1104  DESIGNATION -  R 259
 DL1104  PID         -  DL1104
 DL1104  STATE/COUNTY-  AR/MILLER
 DL1104  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1104
 DL1104                         *CURRENT SURVEY CONTROL
 DL1104  ___________________________________________________________________
 DL1104* NAD 83(1986)-  33 04 33.     (N)    093 51 51.     (W)     SCALED    
 DL1104* NAVD 88     -        91.502  (meters)     300.20   (feet)  ADJUSTED  
 DL1104  ___________________________________________________________________
 DL1104  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL1104  DYNAMIC HT  -          91.402 (meters)     299.87  (feet)  COMP
 DL1104  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 DL1104
 DL1104  VERT ORDER  -  FIRST     CLASS I
 DL1104
 DL1104.The horizontal coordinates were scaled from a topographic map and have
 DL1104.an estimated accuracy of +/- 6 seconds.
 DL1104
 DL1104.The orthometric height was determined by differential leveling
 DL1104.and adjusted by the National Geodetic Survey in June 1991..
 DL1104
 DL1104.The geoid height was determined by GEOID03.
 DL1104
 DL1104.The dynamic height is computed by dividing the NAVD 88
 DL1104.geopotential number by the normal gravity value computed on the
 DL1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1104.degrees latitude (g = 980.6199 gals.).
 DL1104
 DL1104.The modeled gravity was interpolated from observed gravity values.
 DL1104
 DL1104;                    North         East    Units  Estimated Accuracy
 DL1104;SPC AR S     -   446,970.      225,940.      MT  (+/- 180 meters Scaled)
 DL1104
 DL1104                          SUPERSEDED SURVEY CONTROL
 DL1104
 DL1104  NGVD 29 (??/??/??)   91.537  (m)          300.32   (f) ADJUSTED    1 1
 DL1104
 DL1104.Superseded values are not recommended for survey control.
 DL1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1104.See file dsdata.txt to determine how the superseded data were derived.
 DL1104
 DL1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS193600(NAD 83)
 DL1104_MARKER: DB = BENCH MARK DISK
 DL1104_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1104+WITH SETTING: INTO GROUND
 DL1104_SP_SET: METAL ROD WITH BASE PLATE
 DL1104_STAMPING: R 259 1977
 DL1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1104+STABILITY: SURFACE MOTION
 DL1104
 DL1104  HISTORY     - Date     Condition        Report By
 DL1104  HISTORY     - 1977     MONUMENTED       NGS
 DL1104
 DL1104                          STATION DESCRIPTION
 DL1104
 DL1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1104'3.2 MI SE FROM DODDRIDGE.
 DL1104'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1104'U.S. HIGHWAY 71 AT DODDRIDGE TO A FORK, THENCE 0.2 MILE SOUTH
 DL1104'TO A FORK, THENCE 0.6 MILE SOUTH TO A ROAD LEADING WEST, CONTINUE
 DL1104'SOUTHEAST FOR 0.3 MILE TO TOP OF HILL, 31 FEET NORTHEAST OF THE
 DL1104'CENTER OF ROAD, AND 16 FEET NORTHEAST OF A POWER POLE WHERE LINE
 DL1104'CROSSES ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0060 ***********************************************************************
 GG0060  DESIGNATION -  R 26
 GG0060  PID         -  GG0060
 GG0060  STATE/COUNTY-  AR/BENTON
 GG0060  USGS QUAD   -  ROGERS (1976)
 GG0060
 GG0060                         *CURRENT SURVEY CONTROL
 GG0060  ___________________________________________________________________
 GG0060* NAD 83(1986)-  36 21 18.     (N)    094 06 45.     (W)     SCALED    
 GG0060* NAVD 88     -       414.674  (meters)    1360.48   (feet)  ADJUSTED  
 GG0060  ___________________________________________________________________
 GG0060  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GG0060  DYNAMIC HT  -         414.309 (meters)    1359.28  (feet)  COMP
 GG0060  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 GG0060
 GG0060  VERT ORDER  -  FIRST     CLASS II
 GG0060
 GG0060.The horizontal coordinates were scaled from a topographic map and have
 GG0060.an estimated accuracy of +/- 6 seconds.
 GG0060
 GG0060.The orthometric height was determined by differential leveling
 GG0060.and adjusted by the National Geodetic Survey in June 1991..
 GG0060
 GG0060.The geoid height was determined by GEOID03.
 GG0060
 GG0060.The dynamic height is computed by dividing the NAVD 88
 GG0060.geopotential number by the normal gravity value computed on the
 GG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0060.degrees latitude (g = 980.6199 gals.).
 GG0060
 GG0060.The modeled gravity was interpolated from observed gravity values.
 GG0060
 GG0060;                    North         East    Units  Estimated Accuracy
 GG0060;SPC AR N     -   226,330.      210,400.      MT  (+/- 180 meters Scaled)
 GG0060
 GG0060                          SUPERSEDED SURVEY CONTROL
 GG0060
 GG0060  NGVD 29 (10/05/93)  414.529  (m)         1360.00   (f) ADJUSTED    1 2
 GG0060
 GG0060.Superseded values are not recommended for survey control.
 GG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0060.See file dsdata.txt to determine how the superseded data were derived.
 GG0060
 GG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA001238(NAD 83)
 GG0060_MARKER: DB = BENCH MARK DISK
 GG0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0060_SP_SET: CONCRETE POST
 GG0060_STAMPING: R 26 1932 1360.007
 GG0060_MARK LOGO: CGS   
 GG0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0060+STABILITY: SURFACE MOTION
 GG0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0060+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 GG0060
 GG0060  HISTORY     - Date     Condition        Report By
 GG0060  HISTORY     - 1932     MONUMENTED       CGS
 GG0060  HISTORY     - 1961     GOOD             NGS
 GG0060  HISTORY     - 1987     GOOD             USPSQD
 GG0060  HISTORY     - 1987     GOOD             USPSQD
 GG0060  HISTORY     - 1987     GOOD             USPSQD
 GG0060  HISTORY     - 1988     GOOD             USPSQD
 GG0060  HISTORY     - 1988     GOOD             USPSQD
 GG0060  HISTORY     - 19891115 GOOD             NGS
 GG0060  HISTORY     - 20040402 GOOD             AANDKS
 GG0060
 GG0060                          STATION DESCRIPTION
 GG0060
 GG0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0060'1.5 MI N FROM ROGERS.
 GG0060'1-1/2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0060'FROM ROGERS, BENTON COUNTY, 5-1/4 POLES SOUTH OF MILEPOST 331,
 GG0060'AT A ROAD CROSSING, 45 FEET EAST OF THE TRACK, AND 10 FEET WEST
 GG0060'OF THE NORTH-AND SOUTH ROAD PARALLELING THE TRACK.  A STANDARD
 GG0060'DISK, STAMPED 1360.007 R 26 1932 AND SET IN THE TOP OF A CONCRETE
 GG0060'POST.  NOTE-- IT WAS REPORTED THAT THE MARK PROJECTS ABOUT 18
 GG0060'INCHES ABOVE GROUND BUT IS SOLID.
 GG0060
 GG0060                          STATION RECOVERY (1987)
 GG0060
 GG0060'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0060'RECOVERED IN GOOD CONDITION.
 GG0060
 GG0060                          STATION RECOVERY (1987)
 GG0060
 GG0060'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0060'RECOVERED IN GOOD CONDITION.
 GG0060
 GG0060                          STATION RECOVERY (1987)
 GG0060
 GG0060'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0060'RECOVERED IN GOOD CONDITION.
 GG0060
 GG0060                          STATION RECOVERY (1988)
 GG0060
 GG0060'RECOVERY NOTE BY US POWER SQUADRON 1988 (VWK)
 GG0060'RECOVERED IN GOOD CONDITION.
 GG0060
 GG0060                          STATION RECOVERY (1988)
 GG0060
 GG0060'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMR)
 GG0060'RECOVERED IN GOOD CONDITION.
 GG0060
 GG0060                          STATION RECOVERY (1989)
 GG0060
 GG0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0060'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.1 KM
 GG0060'(1.95 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 GG0060'JUNCTION OF WALNUT STREET IN ROGERS, 12.5 M (41.0 FT) EAST OF THE
 GG0060'NEAR RAIL, 11.2 M (36.7 FT) NORTH OF THE CENTER OF STAVE MILL ROAD,
 GG0060'8.0 M (26.2 FT) WEST OF THE CENTER OF NORTH ARKANSAS STREET, 6.0 M
 GG0060'(19.7 FT) SOUTHWEST OF A UTILITY POLE, 0.6 M (2.0 FT) ABOVE THE LEVEL
 GG0060'OF THE TRACK, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND IN A
 GG0060'CONCRETE MONUMENT THAT PROJECTS 0.35 M (1.1 FT) ABOVE THE GROUND
 GG0060'SURFACE.
 GG0060
 GG0060                          STATION RECOVERY (2004)
 GG0060
 GG0060'RECOVERY NOTE BY A AND K SURVEYING 2004 (KLD)
 GG0060'FOUND AS DESCRIBED ON THE NORTHWEST SIDE OF ROAD INTERSECTION, EAST OF
 GG0060'TRACK. SIGN PRESENT BUT SIGN IS IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1160 ***********************************************************************
 DL1160  DESIGNATION -  R 260
 DL1160  PID         -  DL1160
 DL1160  STATE/COUNTY-  AR/MILLER
 DL1160  USGS QUAD   -  BOYD HILL (1975)
 DL1160
 DL1160                         *CURRENT SURVEY CONTROL
 DL1160  ___________________________________________________________________
 DL1160* NAD 83(1986)-  33 28 17.     (N)    093 44 03.     (W)     SCALED    
 DL1160* NAVD 88     -        72.659  (meters)     238.38   (feet)  ADJUSTED  
 DL1160  ___________________________________________________________________
 DL1160  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL1160  DYNAMIC HT  -          72.582 (meters)     238.13  (feet)  COMP
 DL1160  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 DL1160
 DL1160  VERT ORDER  -  FIRST     CLASS I
 DL1160
 DL1160.The horizontal coordinates were scaled from a topographic map and have
 DL1160.an estimated accuracy of +/- 6 seconds.
 DL1160
 DL1160.The orthometric height was determined by differential leveling
 DL1160.and adjusted by the National Geodetic Survey in June 1991..
 DL1160
 DL1160.The geoid height was determined by GEOID03.
 DL1160
 DL1160.The dynamic height is computed by dividing the NAVD 88
 DL1160.geopotential number by the normal gravity value computed on the
 DL1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1160.degrees latitude (g = 980.6199 gals.).
 DL1160
 DL1160.The modeled gravity was interpolated from observed gravity values.
 DL1160
 DL1160;                    North         East    Units  Estimated Accuracy
 DL1160;SPC AR S     -   490,620.      238,820.      MT  (+/- 180 meters Scaled)
 DL1160
 DL1160                          SUPERSEDED SURVEY CONTROL
 DL1160
 DL1160  NGVD 29 (??/??/??)   72.680  (m)          238.45   (f) ADJUSTED    1 1
 DL1160
 DL1160.Superseded values are not recommended for survey control.
 DL1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1160.See file dsdata.txt to determine how the superseded data were derived.
 DL1160
 DL1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT317037(NAD 83)
 DL1160_MARKER: DB = BENCH MARK DISK
 DL1160_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1160+WITH SETTING: INTO GROUND
 DL1160_SP_SET: METAL ROD WITH BASE PLATE
 DL1160_STAMPING: R 260 1977
 DL1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1160+STABILITY: SURFACE MOTION
 DL1160
 DL1160  HISTORY     - Date     Condition        Report By
 DL1160  HISTORY     - 1977     MONUMENTED       NGS
 DL1160
 DL1160                          STATION DESCRIPTION
 DL1160
 DL1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1160'5.1 MI NORTH FROM BECK.
 DL1160'1.3 MILE NORTH ALONG STATE HIGHWAY 296 FROM THE JUNCTION OF US
 DL1160'HIGHWAY 82 AT BECK, THENCE 3.8 MILES NORTH ALONG TOP OF LEVEE, AT
 DL1160'A SHARP CURVE AND A POINT WHERE 2 LEVEES JOIN, 57 FEET NORTH OF
 DL1160'THE CENTER OF BACK SET LEVEE, 92 FEET NORTHWEST OF THE CENTER OF
 DL1160'THE JUNCTION OF THE TWO LEVEES AND 1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1184 ***********************************************************************
 DL1184  DESIGNATION -  R 261
 DL1184  PID         -  DL1184
 DL1184  STATE/COUNTY-  AR/MILLER
 DL1184  USGS QUAD   -  HOMAN (1975)
 DL1184
 DL1184                         *CURRENT SURVEY CONTROL
 DL1184  ___________________________________________________________________
 DL1184* NAD 83(1986)-  33 32 13.     (N)    093 55 56.     (W)     SCALED    
 DL1184* NAVD 88     -        81.866  (meters)     268.59   (feet)  ADJUSTED  
 DL1184  ___________________________________________________________________
 DL1184  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL1184  DYNAMIC HT  -          81.780 (meters)     268.31  (feet)  COMP
 DL1184  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 DL1184
 DL1184  VERT ORDER  -  FIRST     CLASS I
 DL1184
 DL1184.The horizontal coordinates were scaled from a topographic map and have
 DL1184.an estimated accuracy of +/- 6 seconds.
 DL1184
 DL1184.The orthometric height was determined by differential leveling
 DL1184.and adjusted by the National Geodetic Survey in June 1991..
 DL1184
 DL1184.The geoid height was determined by GEOID03.
 DL1184
 DL1184.The dynamic height is computed by dividing the NAVD 88
 DL1184.geopotential number by the normal gravity value computed on the
 DL1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1184.degrees latitude (g = 980.6199 gals.).
 DL1184
 DL1184.The modeled gravity was interpolated from observed gravity values.
 DL1184
 DL1184;                    North         East    Units  Estimated Accuracy
 DL1184;SPC AR S     -   498,220.      220,550.      MT  (+/- 180 meters Scaled)
 DL1184
 DL1184                          SUPERSEDED SURVEY CONTROL
 DL1184
 DL1184  NGVD 29 (??/??/??)   81.881  (m)          268.64   (f) ADJUSTED    1 1
 DL1184
 DL1184.Superseded values are not recommended for survey control.
 DL1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1184.See file dsdata.txt to determine how the superseded data were derived.
 DL1184
 DL1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT134112(NAD 83)
 DL1184_MARKER: DB = BENCH MARK DISK
 DL1184_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1184+WITH SETTING: INTO GROUND
 DL1184_SP_SET: METAL ROD WITH BASE PLATE
 DL1184_STAMPING: R 261 1977
 DL1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1184+STABILITY: SURFACE MOTION
 DL1184
 DL1184  HISTORY     - Date     Condition        Report By
 DL1184  HISTORY     - 1977     MONUMENTED       NGS
 DL1184
 DL1184                          STATION DESCRIPTION
 DL1184
 DL1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1184'10.6 MI SW FROM FULTON.
 DL1184'1.8 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END
 DL1184'OF THE BRIDGE OVE THE RED RIVER AT FULTON, THENCE 1.1 MILE SOUTHWEST
 DL1184'ALONG LEVEE, THENCE 0.1 MILE SOUTHEAST TO US HIGHWAY 67, THENCE 6.4
 DL1184'MILES SOUTHWEST ALONG US HIGHWAY 67, THENCE 1.2 MILES NORTHWEST
 DL1184'ALONG AN ASPHALT ROAD AND GRAVEL TO TWO LARGE SILOS AND DAIRY BARNS,
 DL1184'51 FEET WEST OF THE CENTER OF ROAD, 29 FEET WEST OF A FENCE CORNER,
 DL1184'13 FEET SOUTH OF A DRIVEWAY LEADING TO THE SILOW, 3 FEET EAST OF A
 DL1184'POWERLINE POLE WITH GUYED WIRE, AND 2 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0010 ***********************************************************************
 FH0010  DESIGNATION -  R 27
 FH0010  PID         -  FH0010
 FH0010  STATE/COUNTY-  AR/WASHINGTON
 FH0010  USGS QUAD   -  BRENTWOOD (1983)
 FH0010
 FH0010                         *CURRENT SURVEY CONTROL
 FH0010  ___________________________________________________________________
 FH0010* NAD 83(1986)-  35 52 05.     (N)    094 07 25.     (W)     SCALED    
 FH0010* NAVD 88     -       450.155  (meters)    1476.88   (feet)  ADJUSTED  
 FH0010  ___________________________________________________________________
 FH0010  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FH0010  DYNAMIC HT  -         449.735 (meters)    1475.51  (feet)  COMP
 FH0010  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FH0010
 FH0010  VERT ORDER  -  FIRST     CLASS II
 FH0010
 FH0010.The horizontal coordinates were scaled from a topographic map and have
 FH0010.an estimated accuracy of +/- 6 seconds.
 FH0010
 FH0010.The orthometric height was determined by differential leveling
 FH0010.and adjusted by the National Geodetic Survey in June 1991..
 FH0010
 FH0010.The geoid height was determined by GEOID03.
 FH0010
 FH0010.The dynamic height is computed by dividing the NAVD 88
 FH0010.geopotential number by the normal gravity value computed on the
 FH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0010.degrees latitude (g = 980.6199 gals.).
 FH0010
 FH0010.The modeled gravity was interpolated from observed gravity values.
 FH0010
 FH0010;                    North         East    Units  Estimated Accuracy
 FH0010;SPC AR N     -   172,330.      208,230.      MT  (+/- 180 meters Scaled)
 FH0010
 FH0010                          SUPERSEDED SURVEY CONTROL
 FH0010
 FH0010  NGVD 29 (??/??/92)  449.997  (m)         1476.37   (f) ADJ UNCH    1 2
 FH0010
 FH0010.Superseded values are not recommended for survey control.
 FH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0010.See file dsdata.txt to determine how the superseded data were derived.
 FH0010
 FH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV985698(NAD 83)
 FH0010_MARKER: DB = BENCH MARK DISK
 FH0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0010_STAMPING: 147O.365 R 27 1932
 FH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0010+STABILITY: SURFACE MOTION
 FH0010
 FH0010  HISTORY     - Date     Condition        Report By
 FH0010  HISTORY     - 1932     MONUMENTED       CGS
 FH0010  HISTORY     - 1960     GOOD             NGS
 FH0010
 FH0010                          STATION DESCRIPTION
 FH0010
 FH0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0010'1 MI N FROM BRENTWOOD.
 FH0010'1.0 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0010'BRENTWOOD, WASHINGTON COUNTY, BETWEEN POLES 369+4 AND 369+5, AT A
 FH0010'FARM-ROAD CROSSING, 35 FEET NORTHWEST OF THE FARM ROAD, AND 40
 FH0010'FEET NORTHEAST OF THE TRACK.  A STANDARD DISK, STAMPED 1476.365
 FH0010'R 27 1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0141 ***********************************************************************
 FH0141  DESIGNATION -  R 28
 FH0141  PID         -  FH0141
 FH0141  STATE/COUNTY-  AR/CRAWFORD
 FH0141  USGS QUAD   -  VAN BUREN (1997)
 FH0141
 FH0141                         *CURRENT SURVEY CONTROL
 FH0141  ___________________________________________________________________
 FH0141* NAD 83(1986)-  35 26 13.     (N)    094 21 06.     (W)     SCALED    
 FH0141* NAVD 88     -       135.129  (meters)     443.34   (feet)  ADJUSTED  
 FH0141  ___________________________________________________________________
 FH0141  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FH0141  DYNAMIC HT  -         135.002 (meters)     442.92  (feet)  COMP
 FH0141  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FH0141
 FH0141  VERT ORDER  -  FIRST     CLASS II
 FH0141
 FH0141.The horizontal coordinates were scaled from a topographic map and have
 FH0141.an estimated accuracy of +/- 6 seconds.
 FH0141
 FH0141.The orthometric height was determined by differential leveling
 FH0141.and adjusted by the National Geodetic Survey in June 1991..
 FH0141
 FH0141.The geoid height was determined by GEOID03.
 FH0141
 FH0141.The dynamic height is computed by dividing the NAVD 88
 FH0141.geopotential number by the normal gravity value computed on the
 FH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0141.degrees latitude (g = 980.6199 gals.).
 FH0141
 FH0141.The modeled gravity was interpolated from observed gravity values.
 FH0141
 FH0141;                    North         East    Units  Estimated Accuracy
 FH0141;SPC AR N     -   124,990.      186,500.      MT  (+/- 180 meters Scaled)
 FH0141
 FH0141                          SUPERSEDED SURVEY CONTROL
 FH0141
 FH0141  NGVD 29 (??/??/92)  135.038  (m)          443.04   (f) ADJ UNCH    1 2
 FH0141
 FH0141.Superseded values are not recommended for survey control.
 FH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0141.See file dsdata.txt to determine how the superseded data were derived.
 FH0141
 FH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV773223(NAD 83)
 FH0141_MARKER: DB = BENCH MARK DISK
 FH0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0141_SP_SET: FOUNDATION
 FH0141_STAMPING: R 28 1932 443.037
 FH0141_MARK LOGO: CGS   
 FH0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0141+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1989
 FH0141
 FH0141  HISTORY     - Date     Condition        Report By
 FH0141  HISTORY     - 1932     MONUMENTED       CGS
 FH0141  HISTORY     - 1959     GOOD             NGS
 FH0141  HISTORY     - 1987     GOOD             USPSQD
 FH0141  HISTORY     - 19891102 GOOD             NGS
 FH0141
 FH0141                          STATION DESCRIPTION
 FH0141
 FH0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0141'AT VAN BUREN.
 FH0141'AT VAN BUREN, CRAWFORD COUNTY, IN THE BRICKWALL OF THE
 FH0141'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, BETWEEN THE TWO WINDOWS
 FH0141'OF THE AGENTS OFFICE, AND 3 FEET ABOVE THE GROUND.  A STANDARD
 FH0141'DISK, STAMPED 443.037 R 28 1932 AND SET VERTICALLY.
 FH0141
 FH0141                          STATION RECOVERY (1987)
 FH0141
 FH0141'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0141'RECOVERED IN GOOD CONDITION.
 FH0141
 FH0141                          STATION RECOVERY (1989)
 FH0141
 FH0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0141'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN VAN
 FH0141'BUREN, AT 813 MAIN STREET, SET VERTICALLY IN THE NORTH FACE OF THE
 FH0141'RAILROAD STATION, BETWEEN THE TWO WINDOWS OF THE AGENTS OFFICE, 13.7
 FH0141'M (44.9 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, 4.3 M
 FH0141'(14.1 FT) SOUTH OF THE NEAR RAIL OF THE ARKANSAS AND MISSOURI
 FH0141'RAILROAD, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1625 ***********************************************************************
 EJ1625  DESIGNATION -  R 287
 EJ1625  PID         -  EJ1625
 EJ1625  STATE/COUNTY-  AR/PULASKI
 EJ1625  USGS QUAD   -  WOODSON (1987)
 EJ1625
 EJ1625                         *CURRENT SURVEY CONTROL
 EJ1625  ___________________________________________________________________
 EJ1625* NAD 83(1986)-  34 33 15.     (N)    092 12 09.     (W)     SCALED    
 EJ1625* NAVD 88     -        75.625  (meters)     248.11   (feet)  ADJUSTED  
 EJ1625  ___________________________________________________________________
 EJ1625  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EJ1625  DYNAMIC HT  -          75.553 (meters)     247.88  (feet)  COMP
 EJ1625  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 EJ1625
 EJ1625  VERT ORDER  -  FIRST     CLASS II
 EJ1625
 EJ1625.The horizontal coordinates were scaled from a topographic map and have
 EJ1625.an estimated accuracy of +/- 6 seconds.
 EJ1625
 EJ1625.The orthometric height was determined by differential leveling
 EJ1625.and adjusted by the National Geodetic Survey in June 1991..
 EJ1625
 EJ1625.The geoid height was determined by GEOID03.
 EJ1625
 EJ1625.The dynamic height is computed by dividing the NAVD 88
 EJ1625.geopotential number by the normal gravity value computed on the
 EJ1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1625.degrees latitude (g = 980.6199 gals.).
 EJ1625
 EJ1625.The modeled gravity was interpolated from observed gravity values.
 EJ1625
 EJ1625;                    North         East    Units  Estimated Accuracy
 EJ1625;SPC AR S     -   609,370.      381,420.      MT  (+/- 180 meters Scaled)
 EJ1625
 EJ1625                          SUPERSEDED SURVEY CONTROL
 EJ1625
 EJ1625.No superseded survey control is available for this station.
 EJ1625
 EJ1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU731238(NAD 83)
 EJ1625_MARKER: I = METAL ROD
 EJ1625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1625_SP_SET: STAINLESS STEEL ROD
 EJ1625_STAMPING: R 287 1984
 EJ1625_MARK LOGO: NGS   
 EJ1625_PROJECTION: FLUSH
 EJ1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1625_ROD/PIPE-DEPTH: 10.9 meters
 EJ1625
 EJ1625  HISTORY     - Date     Condition        Report By
 EJ1625  HISTORY     - 1984     MONUMENTED       NGS
 EJ1625  HISTORY     - 1988     GOOD             USPSQD
 EJ1625  HISTORY     - 1989     GOOD             USPSQD
 EJ1625  HISTORY     - 1990     GOOD             USPSQD
 EJ1625  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ1625
 EJ1625                          STATION DESCRIPTION
 EJ1625
 EJ1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1625'5.5 KM (3.45 MI) SOUTH FROM WRIGHTSVILLE.
 EJ1625'5.5 KM (3.45 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE
 EJ1625'AND THE JUNCTION OF STATE HIGHWAY 386 IN WRIGHTSVILLE, AT A PRIVATE
 EJ1625'DRIVEWAY LEADING TO MR. OLLEN YARBERRYS HOUSE, ALSO 3.6 KM (2.25 MI)
 EJ1625'NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN WOODSON,
 EJ1625'32.36 METERS (106.0 FT) WEST OF THE CENTER LINE OF THE HIGHWAY,
 EJ1625'16.45 METERS (54.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF MR.
 EJ1625'YARBERRYS HOUSE, 3.96 METERS (13.0 FT) NORTH OF THE CENTER OF THE
 EJ1625'GRAVEL DRIVEWAY, 0.60 METERS (2.0 FT) EAST OF A SMALL POWER LINE POLE,
 EJ1625'AND 23.71 METERS (77.8 FT) EAST OF THE EAST EDGE OF A STORM SHELTER.
 EJ1625'NOTE, THE ROD EXCEEDED THE DRIVING RATE.
 EJ1625'THE MARK IS 0.51 METERS  E FROM A WITNESS POST.
 EJ1625'THE MARK IS 0.4 M ABOVE HIGHWAY.
 EJ1625
 EJ1625                          STATION RECOVERY (1988)
 EJ1625
 EJ1625'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1625'RECOVERED IN GOOD CONDITION.
 EJ1625
 EJ1625                          STATION RECOVERY (1989)
 EJ1625
 EJ1625'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1625'RECOVERED IN GOOD CONDITION.
 EJ1625
 EJ1625                          STATION RECOVERY (1990)
 EJ1625
 EJ1625'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1625'RECOVERED IN GOOD CONDITION.
 EJ1625
 EJ1625                          STATION RECOVERY (1990)
 EJ1625
 EJ1625'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1655 ***********************************************************************
 EJ1655  DESIGNATION -  R 288
 EJ1655  PID         -  EJ1655
 EJ1655  STATE/COUNTY-  AR/JEFFERSON
 EJ1655  USGS QUAD   -  PINE BLUFF (1984)
 EJ1655
 EJ1655                         *CURRENT SURVEY CONTROL
 EJ1655  ___________________________________________________________________
 EJ1655* NAD 83(1986)-  34 13 26.     (N)    092 02 35.     (W)     SCALED    
 EJ1655* NAVD 88     -        70.110  (meters)     230.02   (feet)  ADJUSTED  
 EJ1655  ___________________________________________________________________
 EJ1655  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ1655  DYNAMIC HT  -          70.042 (meters)     229.80  (feet)  COMP
 EJ1655  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EJ1655
 EJ1655  VERT ORDER  -  FIRST     CLASS II
 EJ1655
 EJ1655.The horizontal coordinates were scaled from a topographic map and have
 EJ1655.an estimated accuracy of +/- 6 seconds.
 EJ1655
 EJ1655.The orthometric height was determined by differential leveling
 EJ1655.and adjusted by the National Geodetic Survey in June 1991..
 EJ1655
 EJ1655.The geoid height was determined by GEOID03.
 EJ1655
 EJ1655.The dynamic height is computed by dividing the NAVD 88
 EJ1655.geopotential number by the normal gravity value computed on the
 EJ1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1655.degrees latitude (g = 980.6199 gals.).
 EJ1655
 EJ1655.The modeled gravity was interpolated from observed gravity values.
 EJ1655
 EJ1655;                    North         East    Units  Estimated Accuracy
 EJ1655;SPC AR S     -   572,720.      396,030.      MT  (+/- 180 meters Scaled)
 EJ1655
 EJ1655                          SUPERSEDED SURVEY CONTROL
 EJ1655
 EJ1655.No superseded survey control is available for this station.
 EJ1655
 EJ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT881873(NAD 83)
 EJ1655_MARKER: I = METAL ROD
 EJ1655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1655_SP_SET: STAINLESS STEEL ROD
 EJ1655_STAMPING: R 288 1984
 EJ1655_MARK LOGO: NGS   
 EJ1655_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1655_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1655_ROD/PIPE-DEPTH: 14.6 meters
 EJ1655
 EJ1655  HISTORY     - Date     Condition        Report By
 EJ1655  HISTORY     - 1984     MONUMENTED       NGS
 EJ1655  HISTORY     - 1988     GOOD             USPSQD
 EJ1655  HISTORY     - 1988     GOOD             USPSQD
 EJ1655  HISTORY     - 1989     GOOD             USPSQD
 EJ1655  HISTORY     - 1990     GOOD             USPSQD
 EJ1655  HISTORY     - 19980801 GOOD             NRCS
 EJ1655
 EJ1655                          STATION DESCRIPTION
 EJ1655
 EJ1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1655'IN PINE BLUFF.
 EJ1655'0.2 KM (0.1 MI) SOUTH ALONG STATE STREET FROM THE OLD UNION STATION
 EJ1655'(NOW THE UNION STATION RESTAURANT), THENCE 4.0 KM (2.5 MI) WEST ALONG
 EJ1655'U.S. HIGHWAY 65 BUSINESS (FIFTH STREET), SET BY POWER LINE POLE NUMBER
 EJ1655'3715, EAST-NORTHEAST OF THE JUNCTIONS OF U.S. HIGHWAY 65 BUSINESS
 EJ1655'NORTH, STATE HIGHWAY 104 WEST, AND U.S. HIGHWAY 79, 11.43 METERS
 EJ1655'(37.5 FT) NORTH OF THE CENTER LINE OF SIXTH STREET, 39.01 METERS
 EJ1655'(128.0 FT) EAST OF THE CENTER LINE OF U.S. HIGHWAY 65 BUSINESS NORTH,
 EJ1655'0.76 METERS (2.5 FT) NORTH-NORTHWEST OF THE CENTER OF A METAL
 EJ1655'WATER METER ACCESS COVER ENCASED IN CONCRETE, 0.76 METERS (2.5 FT)
 EJ1655'NORTH-NORTHEAST OF POWER LINE POLE NUMBER 3715, 0.36 METERS (1.2 FT)
 EJ1655'EAST OF THE EAST EDGE OF A 0.9 METER (3.0 FT) HIGH NORTH-SOUTH CINDER
 EJ1655'BLOCK WALL.  NOTE, DRIVING RATE EXCEEDED, ROD ANCHORED.
 EJ1655'THE MARK IS 0.21 METERS  S FROM A WITNESS POST.
 EJ1655'THE MARK IS 0.4 M ABOVE U.S. HIGHWAY 65 BUSINESS.
 EJ1655
 EJ1655                          STATION RECOVERY (1988)
 EJ1655
 EJ1655'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAR)
 EJ1655'RECOVERED IN GOOD CONDITION.
 EJ1655
 EJ1655                          STATION RECOVERY (1988)
 EJ1655
 EJ1655'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1655'RECOVERED IN GOOD CONDITION.
 EJ1655
 EJ1655                          STATION RECOVERY (1989)
 EJ1655
 EJ1655'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1655'RECOVERED IN GOOD CONDITION.
 EJ1655
 EJ1655                          STATION RECOVERY (1990)
 EJ1655
 EJ1655'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1655'RECOVERED IN GOOD CONDITION.
 EJ1655
 EJ1655                          STATION RECOVERY (1998)
 EJ1655
 EJ1655'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EJ1655'DUE S OF SOUTHWEST CORNER OF VACANT BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1739 ***********************************************************************
 DK1739  DESIGNATION -  R 289
 DK1739  PID         -  DK1739
 DK1739  STATE/COUNTY-  AR/DESHA
 DK1739  USGS QUAD   -  DUMAS (1969)
 DK1739
 DK1739                         *CURRENT SURVEY CONTROL
 DK1739  ___________________________________________________________________
 DK1739* NAD 83(1986)-  33 55 46.     (N)    091 22 46.     (W)     SCALED    
 DK1739* NAVD 88     -        48.449  (meters)     158.95   (feet)  ADJUSTED  
 DK1739  ___________________________________________________________________
 DK1739  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK1739  DYNAMIC HT  -          48.401 (meters)     158.80  (feet)  COMP
 DK1739  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 DK1739
 DK1739  VERT ORDER  -  FIRST     CLASS II
 DK1739
 DK1739.The horizontal coordinates were scaled from a topographic map and have
 DK1739.an estimated accuracy of +/- 6 seconds.
 DK1739
 DK1739.The orthometric height was determined by differential leveling
 DK1739.and adjusted by the National Geodetic Survey in June 1991..
 DK1739
 DK1739.The geoid height was determined by GEOID03.
 DK1739
 DK1739.The dynamic height is computed by dividing the NAVD 88
 DK1739.geopotential number by the normal gravity value computed on the
 DK1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1739.degrees latitude (g = 980.6199 gals.).
 DK1739
 DK1739.The modeled gravity was interpolated from observed gravity values.
 DK1739
 DK1739;                    North         East    Units  Estimated Accuracy
 DK1739;SPC AR S     -   540,230.      457,370.      MT  (+/- 180 meters Scaled)
 DK1739
 DK1739                          SUPERSEDED SURVEY CONTROL
 DK1739
 DK1739.No superseded survey control is available for this station.
 DK1739
 DK1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT497555(NAD 83)
 DK1739_MARKER: I = METAL ROD
 DK1739_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK1739_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK1739_STAMPING: R 289 1984
 DK1739_MARK LOGO: NGS   
 DK1739_PROJECTION: FLUSH
 DK1739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK1739+STABILITY: POSITION/ELEVATION WELL
 DK1739_ROD/PIPE-DEPTH: 32.6 meters
 DK1739_SLEEVE-DEPTH  : 6.1 meters
 DK1739
 DK1739  HISTORY     - Date     Condition        Report By
 DK1739  HISTORY     - 1984     MONUMENTED       NGS
 DK1739  HISTORY     - 1988     GOOD             USPSQD
 DK1739  HISTORY     - 1989     GOOD             USPSQD
 DK1739  HISTORY     - 1990     GOOD             USPSQD
 DK1739  HISTORY     - 20040113 MARK NOT FOUND   USACE
 DK1739
 DK1739                          STATION DESCRIPTION
 DK1739
 DK1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1739'1.0 KM (0.6 MI) ESE FROM BACK GATE.
 DK1739'1.0 KM (0.6 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK1739'OF U.S. HIGHWAY 165 IN BACK GATE, THENCE ABOUT 128.0 METERS (420.0 FT)
 DK1739'NORTH-NORTHEAST ALONG A PRIVATE GRAVELED DRIVE TO MR. DOWNENS
 DK1739'RESIDENCE (ONE STORY RANCH STYLE BRICK HOUSE), 17.2 METERS (56.4 FT)
 DK1739'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK TWO CAR ATTACHED GARAGE,
 DK1739'6.1 METERS (20.0 FT) WEST OF A TRACK FIELD ROAD LEADING NORTH,
 DK1739'14.1 METERS (46.2 FT) EAST-SOUTHEAST OF THE CENTER OF A WATER WELL
 DK1739'PUMP, 16.8 METERS (55.0 FT) SOUTH OF THE EASTERNMOST ONE OF FIFTEEN
 DK1739'PINE TREES, 18.9 METERS (62.0 FT) NORTH OF THE APPROXIMATE CENTER OF
 DK1739'THE DRIVE TO THE GARAGE, AND 7.0 METERS (22.8 FT) NORTHEAST OF A
 DK1739'TWO-INCH DIAMETER MAGNOLIA TREE.  NOTE, ROD IS DRIVEN TO REFUSAL.
 DK1739'THE MARK IS 0.12 M BELOW GARAGE DRIVEWAY.
 DK1739
 DK1739                          STATION RECOVERY (1988)
 DK1739
 DK1739'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK)
 DK1739'RECOVERED IN GOOD CONDITION.
 DK1739
 DK1739                          STATION RECOVERY (1989)
 DK1739
 DK1739'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1739'RECOVERED IN GOOD CONDITION.
 DK1739
 DK1739                          STATION RECOVERY (1990)
 DK1739
 DK1739'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1739'RECOVERED IN GOOD CONDITION.
 DK1739
 DK1739                          STATION RECOVERY (2004)
 DK1739
 DK1739'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK1739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1198 ***********************************************************************
 FG1198  DESIGNATION -  R 29
 FG1198  PID         -  FG1198
 FG1198  STATE/COUNTY-  AR/FRANKLIN
 FG1198  USGS QUAD   -  OZARK (1993)
 FG1198
 FG1198                         *CURRENT SURVEY CONTROL
 FG1198  ___________________________________________________________________
 FG1198* NAD 83(1986)-  35 29 10.     (N)    093 49 36.     (W)     SCALED    
 FG1198* NAVD 88     -       121.114  (meters)     397.35   (feet)  ADJUSTED  
 FG1198  ___________________________________________________________________
 FG1198  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FG1198  DYNAMIC HT  -         121.003 (meters)     396.99  (feet)  COMP
 FG1198  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FG1198
 FG1198  VERT ORDER  -  FIRST     CLASS II
 FG1198
 FG1198.The horizontal coordinates were scaled from a topographic map and have
 FG1198.an estimated accuracy of +/- 6 seconds.
 FG1198
 FG1198.The orthometric height was determined by differential leveling
 FG1198.and adjusted by the National Geodetic Survey in June 1991..
 FG1198
 FG1198.The geoid height was determined by GEOID03.
 FG1198
 FG1198.The dynamic height is computed by dividing the NAVD 88
 FG1198.geopotential number by the normal gravity value computed on the
 FG1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1198.degrees latitude (g = 980.6199 gals.).
 FG1198
 FG1198.The modeled gravity was interpolated from observed gravity values.
 FG1198
 FG1198;                    North         East    Units  Estimated Accuracy
 FG1198;SPC AR N     -   129,430.      234,260.      MT  (+/- 180 meters Scaled)
 FG1198
 FG1198                          SUPERSEDED SURVEY CONTROL
 FG1198
 FG1198  NGVD 29 (??/??/92)  121.066  (m)          397.20   (f) ADJ UNCH    1 2
 FG1198
 FG1198.Superseded values are not recommended for survey control.
 FG1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1198.See file dsdata.txt to determine how the superseded data were derived.
 FG1198
 FG1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV250272(NAD 83)
 FG1198_MARKER: Z = SEE DESCRIPTION
 FG1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1198_STAMPING: R-29 1935
 FG1198_MARK LOGO: CGS   
 FG1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1198+STABILITY: SURFACE MOTION
 FG1198
 FG1198  HISTORY     - Date     Condition        Report By
 FG1198  HISTORY     - 1935     MONUMENTED       CGS
 FG1198  HISTORY     - 1934     GOOD             NGS
 FG1198  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1198  HISTORY     - 1984     GOOD             NGS
 FG1198  HISTORY     - 1989     GOOD             USPSQD
 FG1198  HISTORY     - 1990     GOOD             USPSQD
 FG1198
 FG1198                          STATION DESCRIPTION
 FG1198
 FG1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG1198'IN OZARK.
 FG1198'AT OZARK, SET IN SOUTHEAST CORNER OF FRANKLIN COUNTY COURT HOUSE LAWN.
 FG1198'43.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF COUNTY COURTHOUSE. 5 FEET
 FG1198'SOUTHEAST OF SMALL TREE.  4.3 FEET NORTHWEST OF CONCRETE FENCE AROUND
 FG1198'LAWN.
 FG1198
 FG1198                          STATION RECOVERY (1959)
 FG1198
 FG1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1198'MARK NOT FOUND.
 FG1198
 FG1198                          STATION RECOVERY (1984)
 FG1198
 FG1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1198'RECOVERED IN GOOD CONDITION.  NOTE, CONCRETE ABUTMENT IS INSIDE A 12
 FG1198'INCH DIAMETER STEEL TILE PIPE AND IS 12 INCHES BELOW GROUND LEVEL,
 FG1198'BENCH MARK IS 18.0 METERS (59.1 FT) EAST OF THE EAST EDGE OF A
 FG1198'NORTH-SOUTH SIDEWALK.
 FG1198
 FG1198                          STATION RECOVERY (1989)
 FG1198
 FG1198'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1198'RECOVERED IN GOOD CONDITION.
 FG1198
 FG1198                          STATION RECOVERY (1990)
 FG1198
 FG1198'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1674 ***********************************************************************
 EJ1674  DESIGNATION -  R 290
 EJ1674  PID         -  EJ1674
 EJ1674  STATE/COUNTY-  AR/PULASKI
 EJ1674  USGS QUAD   -  MAYFLOWER (1987)
 EJ1674
 EJ1674                         *CURRENT SURVEY CONTROL
 EJ1674  ___________________________________________________________________
 EJ1674* NAD 83(1986)-  34 53 42.     (N)    092 25 58.     (W)     SCALED    
 EJ1674* NAVD 88     -       112.877  (meters)     370.33   (feet)  ADJUSTED  
 EJ1674  ___________________________________________________________________
 EJ1674  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EJ1674  DYNAMIC HT  -         112.771 (meters)     369.98  (feet)  COMP
 EJ1674  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 EJ1674
 EJ1674  VERT ORDER  -  FIRST     CLASS II
 EJ1674
 EJ1674.The horizontal coordinates were scaled from a topographic map and have
 EJ1674.an estimated accuracy of +/- 6 seconds.
 EJ1674
 EJ1674.The orthometric height was determined by differential leveling
 EJ1674.and adjusted by the National Geodetic Survey in June 1991..
 EJ1674
 EJ1674.The geoid height was determined by GEOID03.
 EJ1674
 EJ1674.The dynamic height is computed by dividing the NAVD 88
 EJ1674.geopotential number by the normal gravity value computed on the
 EJ1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1674.degrees latitude (g = 980.6199 gals.).
 EJ1674
 EJ1674.The modeled gravity was interpolated from observed gravity values.
 EJ1674
 EJ1674;                    North         East    Units  Estimated Accuracy
 EJ1674;SPC AR S     -   647,250.      360,440.      MT  (+/- 180 meters Scaled)
 EJ1674
 EJ1674                          SUPERSEDED SURVEY CONTROL
 EJ1674
 EJ1674  NGVD 29 (06/07/95)  112.939  (m)          370.53   (f) ADJUSTED    1 2
 EJ1674
 EJ1674.Superseded values are not recommended for survey control.
 EJ1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1674.See file dsdata.txt to determine how the superseded data were derived.
 EJ1674
 EJ1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU518615(NAD 83)
 EJ1674_MARKER: DB = BENCH MARK DISK
 EJ1674_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1674_SP_SET: ROCK OUTCROP
 EJ1674_STAMPING: R 290 1984
 EJ1674_MARK LOGO: NGS   
 EJ1674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1674+STABILITY: POSITION/ELEVATION WELL
 EJ1674
 EJ1674  HISTORY     - Date     Condition        Report By
 EJ1674  HISTORY     - 1984     MONUMENTED       NGS
 EJ1674  HISTORY     - 1988     GOOD             USPSQD
 EJ1674  HISTORY     - 1989     GOOD             USPSQD
 EJ1674  HISTORY     - 1989     GOOD             USPSQD
 EJ1674  HISTORY     - 1990     GOOD             USPSQD
 EJ1674  HISTORY     - 1991     GOOD             USPSQD
 EJ1674
 EJ1674                          STATION DESCRIPTION
 EJ1674
 EJ1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1674'5.2 KM (3.25 MI) NW FROM MORGAN.
 EJ1674'5.2 KM (3.25 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE UNDERPASS
 EJ1674'OF INTERSTATE 40 IN MORGAN TO A ROCK CUT AND THE MARK ON THE RIGHT, A
 EJ1674'DISK SET VERTICALLY IN THE FACE OF THE CUT, 12.44 METERS (40.8 FT)
 EJ1674'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EJ1674'THE MARK IS 1.01 M ABOVE GROUND.
 EJ1674
 EJ1674                          STATION RECOVERY (1988)
 EJ1674
 EJ1674'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1674'RECOVERED IN GOOD CONDITION.
 EJ1674
 EJ1674                          STATION RECOVERY (1989)
 EJ1674
 EJ1674'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ1674'RECOVERED IN GOOD CONDITION.
 EJ1674
 EJ1674                          STATION RECOVERY (1989)
 EJ1674
 EJ1674'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1674'RECOVERED IN GOOD CONDITION.
 EJ1674
 EJ1674                          STATION RECOVERY (1990)
 EJ1674
 EJ1674'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ1674'RECOVERED IN GOOD CONDITION.
 EJ1674
 EJ1674                          STATION RECOVERY (1991)
 EJ1674
 EJ1674'RECOVERY NOTE BY US POWER SQUADRON 1991 (JH)
 EJ1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1553 ***********************************************************************
 FG1553  DESIGNATION -  R 291
 FG1553  PID         -  FG1553
 FG1553  STATE/COUNTY-  AR/CONWAY
 FG1553  USGS QUAD   -  MORRILTON EAST (1990)
 FG1553
 FG1553                         *CURRENT SURVEY CONTROL
 FG1553  ___________________________________________________________________
 FG1553* NAD 83(1986)-  35 09 27.     (N)    092 37 33.     (W)     SCALED    
 FG1553* NAVD 88     -        90.114  (meters)     295.65   (feet)  ADJUSTED  
 FG1553  ___________________________________________________________________
 FG1553  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FG1553  DYNAMIC HT  -          90.030 (meters)     295.37  (feet)  COMP
 FG1553  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FG1553
 FG1553  VERT ORDER  -  FIRST     CLASS II
 FG1553
 FG1553.The horizontal coordinates were scaled from a topographic map and have
 FG1553.an estimated accuracy of +/- 6 seconds.
 FG1553
 FG1553.The orthometric height was determined by differential leveling
 FG1553.and adjusted by the National Geodetic Survey in June 1991..
 FG1553
 FG1553.The geoid height was determined by GEOID03.
 FG1553
 FG1553.The dynamic height is computed by dividing the NAVD 88
 FG1553.geopotential number by the normal gravity value computed on the
 FG1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1553.degrees latitude (g = 980.6199 gals.).
 FG1553
 FG1553.The modeled gravity was interpolated from observed gravity values.
 FG1553
 FG1553;                    North         East    Units  Estimated Accuracy
 FG1553;SPC AR N     -    91,620.      342,980.      MT  (+/- 180 meters Scaled)
 FG1553
 FG1553                          SUPERSEDED SURVEY CONTROL
 FG1553
 FG1553  NGVD 29 (06/07/95)   90.159  (m)          295.80   (f) ADJUSTED    1 2
 FG1553
 FG1553.Superseded values are not recommended for survey control.
 FG1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1553.See file dsdata.txt to determine how the superseded data were derived.
 FG1553
 FG1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU340905(NAD 83)
 FG1553_MARKER: I = METAL ROD
 FG1553_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1553+WITH SETTING: INFORMATION.
 FG1553_SP_SET: SHALLOW SET METAL ROD
 FG1553_STAMPING: R 291 1984
 FG1553_MARK LOGO: NGS   
 FG1553_PROJECTION: RECESSED 2 CENTIMETERS
 FG1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1553_ROD/PIPE-DEPTH: 1.83 meters
 FG1553
 FG1553  HISTORY     - Date     Condition        Report By
 FG1553  HISTORY     - 1984     MONUMENTED       NGS
 FG1553  HISTORY     - 1987     GOOD             USPSQD
 FG1553  HISTORY     - 1988     GOOD             USPSQD
 FG1553  HISTORY     - 1989     GOOD             USPSQD
 FG1553  HISTORY     - 1989     GOOD             USPSQD
 FG1553
 FG1553                          STATION DESCRIPTION
 FG1553
 FG1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1553'6.8 KM (4.2 MI) WEST FROM MENIFEE.
 FG1553'6.8 KM (4.2 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1553'MENIFEE TO THE MARK ON THE RIGHT AT A SMALL CREEK UNDER THE HIGHWAY,
 FG1553'ALSO 1.8 KM (1.1 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FG1553'IN PLUMERVILLE TO THE MARK ON THE LEFT, 45.54 METERS (149.4 FT)
 FG1553'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 31.79 METERS
 FG1553'(104.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL ONE LEVEL
 FG1553'WOODEN HOUSE, 4.27 METERS (14.0 FT) EAST-SOUTHEAST OF A BARBWIRE
 FG1553'FENCE, 3.29 METERS (10.8 FT) NORTH OF A GAS METER, AND 0.73 METERS
 FG1553'(2.4 FT) WEST-NORTHWEST OF A BRACE POLE FOR A POWERLINE POLE ACROSS
 FG1553'THE HIGHWAY.  NOTE THE ROD WAS DRIVEN TO REFUSAL.
 FG1553'THE MARK IS 0.30 M BELOW HIGHWAY.
 FG1553
 FG1553                          STATION RECOVERY (1987)
 FG1553
 FG1553'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1553'RECOVERED IN GOOD CONDITION.
 FG1553
 FG1553                          STATION RECOVERY (1988)
 FG1553
 FG1553'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1553'RECOVERED IN GOOD CONDITION.
 FG1553
 FG1553                          STATION RECOVERY (1989)
 FG1553
 FG1553'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1553'RECOVERED IN GOOD CONDITION.
 FG1553
 FG1553                          STATION RECOVERY (1989)
 FG1553
 FG1553'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1592 ***********************************************************************
 FG1592  DESIGNATION -  R 292
 FG1592  PID         -  FG1592
 FG1592  STATE/COUNTY-  AR/POPE
 FG1592  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1592
 FG1592                         *CURRENT SURVEY CONTROL
 FG1592  ___________________________________________________________________
 FG1592* NAD 83(1986)-  35 17 53.     (N)    093 10 10.     (W)     SCALED    
 FG1592* NAVD 88     -       117.817  (meters)     386.54   (feet)  ADJUSTED  
 FG1592  ___________________________________________________________________
 FG1592  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FG1592  DYNAMIC HT  -         117.705 (meters)     386.17  (feet)  COMP
 FG1592  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 FG1592
 FG1592  VERT ORDER  -  FIRST     CLASS II
 FG1592
 FG1592.The horizontal coordinates were scaled from a topographic map and have
 FG1592.an estimated accuracy of +/- 6 seconds.
 FG1592
 FG1592.The orthometric height was determined by differential leveling
 FG1592.and adjusted by the National Geodetic Survey in June 1991..
 FG1592
 FG1592.The geoid height was determined by GEOID03.
 FG1592
 FG1592.The dynamic height is computed by dividing the NAVD 88
 FG1592.geopotential number by the normal gravity value computed on the
 FG1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1592.degrees latitude (g = 980.6199 gals.).
 FG1592
 FG1592.The modeled gravity was interpolated from observed gravity values.
 FG1592
 FG1592;                    North         East    Units  Estimated Accuracy
 FG1592;SPC AR N     -   107,660.      293,640.      MT  (+/- 180 meters Scaled)
 FG1592
 FG1592                          SUPERSEDED SURVEY CONTROL
 FG1592
 FG1592.No superseded survey control is available for this station.
 FG1592
 FG1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV845061(NAD 83)
 FG1592_MARKER: I = METAL ROD
 FG1592_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1592+WITH SETTING: INFORMATION.
 FG1592_SP_SET: SHALLOW SET METAL ROD
 FG1592_STAMPING: R 292 1984
 FG1592_MARK LOGO: NGS   
 FG1592_PROJECTION: FLUSH
 FG1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1592_ROD/PIPE-DEPTH: 2.43 meters
 FG1592
 FG1592  HISTORY     - Date     Condition        Report By
 FG1592  HISTORY     - 1984     MONUMENTED       NGS
 FG1592  HISTORY     - 1987     GOOD             USPSQD
 FG1592  HISTORY     - 1988     GOOD             USPSQD
 FG1592  HISTORY     - 1989     GOOD             USPSQD
 FG1592  HISTORY     - 1989     GOOD             USPSQD
 FG1592
 FG1592                          STATION DESCRIPTION
 FG1592
 FG1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1592'4.2 KM (2.65 MI) WNW FROM RUSSELLVILLE.
 FG1592'4.2 KM (2.65 MI) WEST ALONG U.S. HIGHWAY 64 (WEST MAIN STREET) FROM
 FG1592'THE COURTHOUSE IN RUSSELLVILLE, AT THE SOUTH ONE OF TWO DRIVEWAYS
 FG1592'LEADING EAST TO A TRAILER PARK, 0.1 KM (0.05 MI) SOUTH OF FOREST HILL
 FG1592'DRIVE LEADING WEST, 14.78 METERS (48.5 FT) EAST OF THE CENTERLINE OF
 FG1592'THE HIGHWAY, 10.05 METERS (33.0 FT) SOUTH OF THE SOUTH ONE OF TWO
 FG1592'DRIVEWAYS LEADING EAST TO THE TRAILER PARK, 15.39 METERS (50.5 FT)
 FG1592'SOUTHWEST OF A POWERLINE POLE NUMBER 966 1, 3.50 METERS (11.5 FT)
 FG1592'SOUTH OF A CHAIN LINK FENCE CORNER POST, AND 0.46 METERS (1.5 FT) WEST
 FG1592'OF THE CHAIN LINK FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1592'THE MARK IS 0.39 METERS  W FROM A WITNESS POST.
 FG1592'THE MARK IS 0.76 M ABOVE HIGHWAY.
 FG1592
 FG1592                          STATION RECOVERY (1987)
 FG1592
 FG1592'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1592'RECOVERED IN GOOD CONDITION.
 FG1592
 FG1592                          STATION RECOVERY (1988)
 FG1592
 FG1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1592'RECOVERED IN GOOD CONDITION.
 FG1592
 FG1592                          STATION RECOVERY (1989)
 FG1592
 FG1592'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1592'RECOVERED IN GOOD CONDITION.
 FG1592
 FG1592                          STATION RECOVERY (1989)
 FG1592
 FG1592'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1578 ***********************************************************************
 FG1578  DESIGNATION -  R 293
 FG1578  PID         -  FG1578
 FG1578  STATE/COUNTY-  AR/POPE
 FG1578  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1578
 FG1578                         *CURRENT SURVEY CONTROL
 FG1578  ___________________________________________________________________
 FG1578* NAD 83(1986)-  35 15 20.     (N)    093 01 31.     (W)     SCALED    
 FG1578* NAVD 88     -       198.239  (meters)     650.39   (feet)  ADJUSTED  
 FG1578  ___________________________________________________________________
 FG1578  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FG1578  DYNAMIC HT  -         198.051 (meters)     649.77  (feet)  COMP
 FG1578  MODELED GRAV-     979,682.0   (mgal)                       NAVD 88
 FG1578
 FG1578  VERT ORDER  -  FIRST     CLASS II
 FG1578
 FG1578.The horizontal coordinates were scaled from a topographic map and have
 FG1578.an estimated accuracy of +/- 6 seconds.
 FG1578
 FG1578.The orthometric height was determined by differential leveling
 FG1578.and adjusted by the National Geodetic Survey in June 1991..
 FG1578
 FG1578.The geoid height was determined by GEOID03.
 FG1578
 FG1578.The dynamic height is computed by dividing the NAVD 88
 FG1578.geopotential number by the normal gravity value computed on the
 FG1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1578.degrees latitude (g = 980.6199 gals.).
 FG1578
 FG1578.The modeled gravity was interpolated from observed gravity values.
 FG1578
 FG1578;                    North         East    Units  Estimated Accuracy
 FG1578;SPC AR N     -   102,800.      306,700.      MT  (+/- 180 meters Scaled)
 FG1578
 FG1578                          SUPERSEDED SURVEY CONTROL
 FG1578
 FG1578.No superseded survey control is available for this station.
 FG1578
 FG1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV977013(NAD 83)
 FG1578_MARKER: DB = BENCH MARK DISK
 FG1578_SETTING: 66 = SET IN ROCK OUTCROP
 FG1578_SP_SET: ROCK OUTCROP
 FG1578_STAMPING: R 293 1984
 FG1578_MARK LOGO: NGS   
 FG1578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1578+STABILITY: POSITION/ELEVATION WELL
 FG1578
 FG1578  HISTORY     - Date     Condition        Report By
 FG1578  HISTORY     - 1984     MONUMENTED       NGS
 FG1578  HISTORY     - 1987     GOOD             USPSQD
 FG1578  HISTORY     - 1989     GOOD             USPSQD
 FG1578  HISTORY     - 1989     GOOD             USPSQD
 FG1578
 FG1578                          STATION DESCRIPTION
 FG1578
 FG1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1578'10.9 KM (6.8 MI) NW FROM ATKINS.
 FG1578'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1578'THENCE 9.4 KM (5.85 MI) WEST ALONG U.S. HIGHWWAY 64, THENCE 1.4 KM
 FG1578'(0.85 MI) NORTHEAST ALONG STATE HIGHWAY 363 TO THE MARK ON THE LEFT,
 FG1578'SET IN THE TOP OF ROCK OUTCROP, 13.11 METERS (43.0 FT) NORTH OF THE
 FG1578'CENTERLINE OF THE HIGHWAY, AND 10.00 METERS (32.8 FT) NORTHWEST OF THE
 FG1578'NORTH END OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 FG1578'THE MARK IS 2.13 M ABOVE HIGHWAY.
 FG1578
 FG1578                          STATION RECOVERY (1987)
 FG1578
 FG1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1578'RECOVERED IN GOOD CONDITION.
 FG1578
 FG1578                          STATION RECOVERY (1989)
 FG1578
 FG1578'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1578'RECOVERED IN GOOD CONDITION.
 FG1578
 FG1578                          STATION RECOVERY (1989)
 FG1578
 FG1578'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1615 ***********************************************************************
 FG1615  DESIGNATION -  R 294
 FG1615  PID         -  FG1615
 FG1615  STATE/COUNTY-  AR/JOHNSON
 FG1615  USGS QUAD   -  CLARKSVILLE (1993)
 FG1615
 FG1615                         *CURRENT SURVEY CONTROL
 FG1615  ___________________________________________________________________
 FG1615* NAD 83(1986)-  35 27 37.     (N)    093 25 06.     (W)     SCALED    
 FG1615* NAVD 88     -       139.935  (meters)     459.10   (feet)  ADJUSTED  
 FG1615  ___________________________________________________________________
 FG1615  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FG1615  DYNAMIC HT  -         139.806 (meters)     458.68  (feet)  COMP
 FG1615  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 FG1615
 FG1615  VERT ORDER  -  FIRST     CLASS II
 FG1615
 FG1615.The horizontal coordinates were scaled from a topographic map and have
 FG1615.an estimated accuracy of +/- 6 seconds.
 FG1615
 FG1615.The orthometric height was determined by differential leveling
 FG1615.and adjusted by the National Geodetic Survey in June 1991..
 FG1615
 FG1615.The geoid height was determined by GEOID03.
 FG1615
 FG1615.The dynamic height is computed by dividing the NAVD 88
 FG1615.geopotential number by the normal gravity value computed on the
 FG1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1615.degrees latitude (g = 980.6199 gals.).
 FG1615
 FG1615.The modeled gravity was interpolated from observed gravity values.
 FG1615
 FG1615;                    North         East    Units  Estimated Accuracy
 FG1615;SPC AR N     -   125,950.      271,270.      MT  (+/- 180 meters Scaled)
 FG1615
 FG1615                          SUPERSEDED SURVEY CONTROL
 FG1615
 FG1615.No superseded survey control is available for this station.
 FG1615
 FG1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV620241(NAD 83)
 FG1615_MARKER: I = METAL ROD
 FG1615_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1615+WITH SETTING: INFORMATION.
 FG1615_SP_SET: SHALLOW SET METAL ROD
 FG1615_STAMPING: R 294 1984
 FG1615_MARK LOGO: NGS   
 FG1615_PROJECTION: FLUSH
 FG1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1615_ROD/PIPE-DEPTH: 2.44 meters
 FG1615
 FG1615  HISTORY     - Date     Condition        Report By
 FG1615  HISTORY     - 1984     MONUMENTED       NGS
 FG1615  HISTORY     - 1987     GOOD             USPSQD
 FG1615  HISTORY     - 1987     GOOD             USPSQD
 FG1615  HISTORY     - 1988     GOOD             USPSQD
 FG1615  HISTORY     - 1989     GOOD             USPSQD
 FG1615  HISTORY     - 1990     GOOD             USPSQD
 FG1615
 FG1615                          STATION DESCRIPTION
 FG1615
 FG1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1615'3.5 KM (2.1 MI) NW FROM LAMAR.
 FG1615'3.5 KM (2.1 MI) NORTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FG1615'IN LAMAR AT THE JUNCTION OF STATE HIGHWAY 123 LEADING WEST,
 FG1615'14.17 METERS (46.5 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 64,
 FG1615'10.97 METERS (36.0 FT) NORTH OF THE CENTER OF HIGHWAY 123 WEST,
 FG1615'0.97 METERS (3.2 FT) WEST-NORTHWEST OF A POWERLINE POLE WITH A
 FG1615'TELEPHONE VACUUM CANISTER ATTACHED.  NOTE, ROD DRIVEN TO REFUSAL AT
 FG1615'THIS DEPTH.
 FG1615'THE MARK IS 0.36 METERS  SW FROM A WITNESS POST.
 FG1615'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64 AND 123.
 FG1615
 FG1615                          STATION RECOVERY (1987)
 FG1615
 FG1615'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1615'RECOVERED IN GOOD CONDITION.
 FG1615
 FG1615                          STATION RECOVERY (1987)
 FG1615
 FG1615'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1615'RECOVERED IN GOOD CONDITION.
 FG1615
 FG1615                          STATION RECOVERY (1988)
 FG1615
 FG1615'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1615'RECOVERED IN GOOD CONDITION.
 FG1615
 FG1615                          STATION RECOVERY (1989)
 FG1615
 FG1615'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1615'RECOVERED IN GOOD CONDITION.
 FG1615
 FG1615                          STATION RECOVERY (1990)
 FG1615
 FG1615'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0774 ***********************************************************************
 FH0774  DESIGNATION -  R 295
 FH0774  PID         -  FH0774
 FH0774  STATE/COUNTY-  AR/SEBASTIAN
 FH0774  USGS QUAD   -  MULBERRY (1987)
 FH0774
 FH0774                         *CURRENT SURVEY CONTROL
 FH0774  ___________________________________________________________________
 FH0774* NAD 83(1986)-  35 25 34.     (N)    094 06 15.     (W)     SCALED    
 FH0774* NAVD 88     -       154.178  (meters)     505.83   (feet)  ADJUSTED  
 FH0774  ___________________________________________________________________
 FH0774  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 FH0774  DYNAMIC HT  -         154.035 (meters)     505.36  (feet)  COMP
 FH0774  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FH0774
 FH0774  VERT ORDER  -  FIRST     CLASS II
 FH0774
 FH0774.The horizontal coordinates were scaled from a topographic map and have
 FH0774.an estimated accuracy of +/- 6 seconds.
 FH0774
 FH0774.The orthometric height was determined by differential leveling
 FH0774.and adjusted by the National Geodetic Survey in June 1991..
 FH0774
 FH0774.The geoid height was determined by GEOID03.
 FH0774
 FH0774.The dynamic height is computed by dividing the NAVD 88
 FH0774.geopotential number by the normal gravity value computed on the
 FH0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0774.degrees latitude (g = 980.6199 gals.).
 FH0774
 FH0774.The modeled gravity was interpolated from observed gravity values.
 FH0774
 FH0774;                    North         East    Units  Estimated Accuracy
 FH0774;SPC AR N     -   123,280.      208,940.      MT  (+/- 180 meters Scaled)
 FH0774
 FH0774                          SUPERSEDED SURVEY CONTROL
 FH0774
 FH0774.No superseded survey control is available for this station.
 FH0774
 FH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV997208(NAD 83)
 FH0774_MARKER: DB = BENCH MARK DISK
 FH0774_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FH0774_SP_SET: UNSPECIFIED ROCK
 FH0774_STAMPING: R 295 1984
 FH0774_MARK LOGO: NGS   
 FH0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0774
 FH0774  HISTORY     - Date     Condition        Report By
 FH0774  HISTORY     - 1984     MONUMENTED       NGS
 FH0774  HISTORY     - 1987     GOOD             USPSQD
 FH0774  HISTORY     - 1988     GOOD             USPSQD
 FH0774  HISTORY     - 1989     GOOD             USPSQD
 FH0774  HISTORY     - 1990     GOOD             USPSQD
 FH0774
 FH0774                          STATION DESCRIPTION
 FH0774
 FH0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0774'16.7 KM (10.35 MI) WEST FROM CECIL.
 FH0774'16.7 KM (10.35 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0774'CECIL TO THE MARK ON THE LEFT, A DISK SET IN ROCK, 14.17 METERS
 FH0774'(46.5 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 96, 25.02 METERS
 FH0774'(82.1 FT) NORTH-NORTHEAST OF A LARGE TREE IN A PASTURE, 8.0 METERS
 FH0774'(26.1 FT) SOUTHWEST OF A PINE TREE IN THE FENCE ROW AND 1.06 METERS
 FH0774'(3.5 FT) SOUTHEAST OF A FENCE.
 FH0774'THE MARK IS 0.31 M ABOVE HIGHWAY 96.
 FH0774
 FH0774                          STATION RECOVERY (1987)
 FH0774
 FH0774'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0774'RECOVERED IN GOOD CONDITION.
 FH0774
 FH0774                          STATION RECOVERY (1988)
 FH0774
 FH0774'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0774'RECOVERED IN GOOD CONDITION.
 FH0774
 FH0774                          STATION RECOVERY (1989)
 FH0774
 FH0774'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0774'RECOVERED IN GOOD CONDITION.
 FH0774
 FH0774                          STATION RECOVERY (1990)
 FH0774
 FH0774'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1645 ***********************************************************************
 FG1645  DESIGNATION -  R 296
 FG1645  PID         -  FG1645
 FG1645  STATE/COUNTY-  AR/FRANKLIN
 FG1645  USGS QUAD   -  OZARK (1993)
 FG1645
 FG1645                         *CURRENT SURVEY CONTROL
 FG1645  ___________________________________________________________________
 FG1645* NAD 83(1986)-  35 28 18.     (N)    093 49 58.     (W)     SCALED    
 FG1645* NAVD 88     -       133.764  (meters)     438.86   (feet)  ADJUSTED  
 FG1645  ___________________________________________________________________
 FG1645  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 FG1645  DYNAMIC HT  -         133.641 (meters)     438.45  (feet)  COMP
 FG1645  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FG1645
 FG1645  VERT ORDER  -  FIRST     CLASS II
 FG1645
 FG1645.The horizontal coordinates were scaled from a topographic map and have
 FG1645.an estimated accuracy of +/- 6 seconds.
 FG1645
 FG1645.The orthometric height was determined by differential leveling
 FG1645.and adjusted by the National Geodetic Survey in June 1991..
 FG1645
 FG1645.The geoid height was determined by GEOID03.
 FG1645
 FG1645.The dynamic height is computed by dividing the NAVD 88
 FG1645.geopotential number by the normal gravity value computed on the
 FG1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1645.degrees latitude (g = 980.6199 gals.).
 FG1645
 FG1645.The modeled gravity was interpolated from observed gravity values.
 FG1645
 FG1645;                    North         East    Units  Estimated Accuracy
 FG1645;SPC AR N     -   127,840.      233,680.      MT  (+/- 180 meters Scaled)
 FG1645
 FG1645                          SUPERSEDED SURVEY CONTROL
 FG1645
 FG1645.No superseded survey control is available for this station.
 FG1645
 FG1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV244256(NAD 83)
 FG1645_MARKER: I = METAL ROD
 FG1645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1645_SP_SET: STAINLESS STEEL ROD
 FG1645_STAMPING: R 296 1984
 FG1645_MARK LOGO: NGS   
 FG1645_PROJECTION: RECESSED 8 CENTIMETERS
 FG1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1645_ROD/PIPE-DEPTH: 5.18 meters
 FG1645
 FG1645  HISTORY     - Date     Condition        Report By
 FG1645  HISTORY     - 1984     MONUMENTED       NGS
 FG1645  HISTORY     - 1988     GOOD             USPSQD
 FG1645  HISTORY     - 1989     GOOD             USPSQD
 FG1645  HISTORY     - 1990     GOOD             USPSQD
 FG1645
 FG1645                          STATION DESCRIPTION
 FG1645
 FG1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1645'1.8 KM (1.0 MI) SOUTH FROM OZARK.
 FG1645'1.8 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF U.S.
 FG1645'HIGHWAY 64 IN OZARK TO THE MARK ON THE RIGHT, 10.73 METERS (35.2 FT)
 FG1645'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 23, 6.04 METERS (19.8 FT)
 FG1645'NORTHWEST OF THE SOUTHWEST END OF A PIPE CULVERT UNDER HIGHWAY 23,
 FG1645'4.42 METERS (14.5 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF A FARM
 FG1645'ACCESS ROAD, 3.41 METERS (11.2 FT) NORTH-NORTHWEST OF THE CORNER POST
 FG1645'OF A BARBWIRE FENCE, AND 0.40 METERS (1.3 FT) NORTHEAST OF A BARBWIRE
 FG1645'FENCE.
 FG1645'THE MARK IS 0.46 METERS  NNW FROM A WITNESS POST.
 FG1645'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1645
 FG1645                          STATION RECOVERY (1988)
 FG1645
 FG1645'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1645'RECOVERED IN GOOD CONDITION.
 FG1645
 FG1645                          STATION RECOVERY (1989)
 FG1645
 FG1645'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1645'RECOVERED IN GOOD CONDITION.
 FG1645
 FG1645                          STATION RECOVERY (1990)
 FG1645
 FG1645'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0799 ***********************************************************************
 FH0799  DESIGNATION -  R 297
 FH0799  PID         -  FH0799
 FH0799  STATE/COUNTY-  AR/SEBASTIAN
 FH0799  USGS QUAD   -  BARLING (1987)
 FH0799
 FH0799                         *CURRENT SURVEY CONTROL
 FH0799  ___________________________________________________________________
 FH0799* NAD 83(1986)-  35 21 33.     (N)    094 21 53.     (W)     SCALED    
 FH0799* NAVD 88     -       159.244  (meters)     522.45   (feet)  ADJUSTED  
 FH0799  ___________________________________________________________________
 FH0799  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FH0799  DYNAMIC HT  -         159.095 (meters)     521.96  (feet)  COMP
 FH0799  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 FH0799
 FH0799  VERT ORDER  -  FIRST     CLASS II
 FH0799
 FH0799.The horizontal coordinates were scaled from a topographic map and have
 FH0799.an estimated accuracy of +/- 6 seconds.
 FH0799
 FH0799.The orthometric height was determined by differential leveling
 FH0799.and adjusted by the National Geodetic Survey in June 1991..
 FH0799
 FH0799.The geoid height was determined by GEOID03.
 FH0799
 FH0799.The dynamic height is computed by dividing the NAVD 88
 FH0799.geopotential number by the normal gravity value computed on the
 FH0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0799.degrees latitude (g = 980.6199 gals.).
 FH0799
 FH0799.The modeled gravity was interpolated from observed gravity values.
 FH0799
 FH0799;                    North         East    Units  Estimated Accuracy
 FH0799;SPC AR N     -   116,390.      185,110.      MT  (+/- 180 meters Scaled)
 FH0799
 FH0799                          SUPERSEDED SURVEY CONTROL
 FH0799
 FH0799.No superseded survey control is available for this station.
 FH0799
 FH0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV760137(NAD 83)
 FH0799_MARKER: DB = BENCH MARK DISK
 FH0799_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0799_SP_SET: OVERPASS
 FH0799_STAMPING: R 297 1984
 FH0799_MARK LOGO: NGS   
 FH0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0799
 FH0799  HISTORY     - Date     Condition        Report By
 FH0799  HISTORY     - 1984     MONUMENTED       NGS
 FH0799  HISTORY     - 1988     GOOD             USPSQD
 FH0799
 FH0799                          STATION DESCRIPTION
 FH0799
 FH0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0799'6.8 KM (4.25 MI) NW FROM BARLING.
 FH0799'6.8 KM (4.25 MI) NORTHWEST ALONG STATE ROUTE 22 FROM THE POST OFFICE
 FH0799'IN BARLING TO THE EAST BOUND LANE OF INTERSTATE 540 AND THE MARK, A
 FH0799'DISK SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST PIER OF THE
 FH0799'OVERPASS, ALSO 6.6 KM (4.1 MI) EAST ALONG ROGERS AVENUE FROM THE MAIN
 FH0799'POST OFFICE IN FORT SMITH TO THE MARK ON THE RIGHT.
 FH0799'THE MARK IS 1.58 M ABOVE GROUND.
 FH0799
 FH0799                          STATION RECOVERY (1988)
 FH0799
 FH0799'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0821 ***********************************************************************
 FH0821  DESIGNATION -  R 298
 FH0821  PID         -  FH0821
 FH0821  STATE/COUNTY-  AR/SEBASTIAN
 FH0821  USGS QUAD   -  GREENWOOD (1987)
 FH0821
 FH0821                         *CURRENT SURVEY CONTROL
 FH0821  ___________________________________________________________________
 FH0821* NAD 83(1986)-  35 13 21.     (N)    094 16 59.     (W)     SCALED    
 FH0821* NAVD 88     -       164.674  (meters)     540.27   (feet)  ADJUSTED  
 FH0821  ___________________________________________________________________
 FH0821  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FH0821  DYNAMIC HT  -         164.515 (meters)     539.75  (feet)  COMP
 FH0821  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 FH0821
 FH0821  VERT ORDER  -  FIRST     CLASS II
 FH0821
 FH0821.The horizontal coordinates were scaled from a topographic map and have
 FH0821.an estimated accuracy of +/- 6 seconds.
 FH0821
 FH0821.The orthometric height was determined by differential leveling
 FH0821.and adjusted by the National Geodetic Survey in June 1991..
 FH0821
 FH0821.The geoid height was determined by GEOID03.
 FH0821
 FH0821.The dynamic height is computed by dividing the NAVD 88
 FH0821.geopotential number by the normal gravity value computed on the
 FH0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0821.degrees latitude (g = 980.6199 gals.).
 FH0821
 FH0821.The modeled gravity was interpolated from observed gravity values.
 FH0821
 FH0821;                    North         East    Units  Estimated Accuracy
 FH0821;SPC AR N     -   101,060.      192,180.      MT  (+/- 180 meters Scaled)
 FH0821
 FH0821                          SUPERSEDED SURVEY CONTROL
 FH0821
 FH0821.No superseded survey control is available for this station.
 FH0821
 FH0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU832984(NAD 83)
 FH0821_MARKER: DB = BENCH MARK DISK
 FH0821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0821_SP_SET: BRIDGE ABUTMENT
 FH0821_STAMPING: R 298 1985
 FH0821_MARK LOGO: NGS   
 FH0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0821
 FH0821  HISTORY     - Date     Condition        Report By
 FH0821  HISTORY     - 1985     MONUMENTED       NGS
 FH0821  HISTORY     - 1987     GOOD             USPSQD
 FH0821  HISTORY     - 1988     GOOD             USPSQD
 FH0821  HISTORY     - 1989     GOOD             USPSQD
 FH0821  HISTORY     - 1990     GOOD             USPSQD
 FH0821
 FH0821                          STATION DESCRIPTION
 FH0821
 FH0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0821'2.9 KM (1.8 MI) WEST FROM GREENWOOD.
 FH0821'2.9 KM (1.8 MI) WEST ALONG STATE ROUTE 10S SPUR FROM THE SEBASTIAN
 FH0821'COUNTY COURTHOUSE IN GREENWOOD, 2.2 KM (1.35 MI) EAST OF THE JUNCTION
 FH0821'OF U.S. HIGHWAY 71, SET IN TOP OF THE SOUTH END OF THE EAST ABUTMENT
 FH0821'OF THE HIGHWAY 71 BRIDGE OVER A CREEK, AND 6.1 METERS (20.0 FT) SOUTH
 FH0821'OF THE CENTERLINE OF THE HIGHWAY.
 FH0821'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FH0821
 FH0821                          STATION RECOVERY (1987)
 FH0821
 FH0821'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0821'RECOVERED IN GOOD CONDITION.
 FH0821
 FH0821                          STATION RECOVERY (1988)
 FH0821
 FH0821'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0821'RECOVERED IN GOOD CONDITION.
 FH0821
 FH0821                          STATION RECOVERY (1989)
 FH0821
 FH0821'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0821'RECOVERED IN GOOD CONDITION.
 FH0821
 FH0821                          STATION RECOVERY (1990)
 FH0821
 FH0821'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0678 ***********************************************************************
 EK0678  DESIGNATION -  R 299
 EK0678  PID         -  EK0678
 EK0678  STATE/COUNTY-  AR/SCOTT
 EK0678  USGS QUAD   -  WALDRON (1983)
 EK0678
 EK0678                         *CURRENT SURVEY CONTROL
 EK0678  ___________________________________________________________________
 EK0678* NAD 83(1986)-  34 54 58.     (N)    094 05 38.     (W)     SCALED    
 EK0678* NAVD 88     -       204.792  (meters)     671.89   (feet)  ADJUSTED  
 EK0678  ___________________________________________________________________
 EK0678  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 EK0678  DYNAMIC HT  -         204.580 (meters)     671.19  (feet)  COMP
 EK0678  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 EK0678
 EK0678  VERT ORDER  -  FIRST     CLASS II
 EK0678
 EK0678.The horizontal coordinates were scaled from a topographic map and have
 EK0678.an estimated accuracy of +/- 6 seconds.
 EK0678
 EK0678.The orthometric height was determined by differential leveling
 EK0678.and adjusted by the National Geodetic Survey in June 1991..
 EK0678
 EK0678.The geoid height was determined by GEOID03.
 EK0678
 EK0678.The dynamic height is computed by dividing the NAVD 88
 EK0678.geopotential number by the normal gravity value computed on the
 EK0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0678.degrees latitude (g = 980.6199 gals.).
 EK0678
 EK0678.The modeled gravity was interpolated from observed gravity values.
 EK0678
 EK0678;                    North         East    Units  Estimated Accuracy
 EK0678;SPC AR N     -    66,690.      208,670.      MT  (+/- 180 meters Scaled)
 EK0678
 EK0678                          SUPERSEDED SURVEY CONTROL
 EK0678
 EK0678.No superseded survey control is available for this station.
 EK0678
 EK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU000642(NAD 83)
 EK0678_MARKER: I = METAL ROD
 EK0678_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0678+WITH SETTING: INFORMATION.
 EK0678_SP_SET: SHALLOW SET METAL ROD
 EK0678_STAMPING: R 299 1985
 EK0678_MARK LOGO: NGS   
 EK0678_PROJECTION: FLUSH
 EK0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0678_ROD/PIPE-DEPTH: 1.2  meters
 EK0678
 EK0678  HISTORY     - Date     Condition        Report By
 EK0678  HISTORY     - 1985     MONUMENTED       NGS
 EK0678  HISTORY     - 1987     GOOD             USPSQD
 EK0678  HISTORY     - 1987     GOOD             USPSQD
 EK0678  HISTORY     - 1988     GOOD             USPSQD
 EK0678  HISTORY     - 1989     GOOD             USPSQD
 EK0678  HISTORY     - 1990     GOOD             USPSQD
 EK0678
 EK0678                          STATION DESCRIPTION
 EK0678
 EK0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0678'2.5 KM (1.55 MI) NORTH FROM WALDRON.
 EK0678'2.5 KM (1.55 MI) NORTH ALONG U.S. HIGHWAY 71 B (BUSINESS ROUTE 71)
 EK0678'FROM THE JUNCTION OF STATE ROUTE 80 (EAST CHURCH STREET) IN WALDRON,
 EK0678'AT A PRIVATE ENTRANCE ROAD WEST TO THE F+F BRANGUS FARM (BRICK RANCH
 EK0678'TYPE RESIDENCES), 10.0 METERS (32.7 FT) WEST OF THE CENTERLINE OF
 EK0678'HIGHWAY 71 B, 12.3 METERS (40.4 FT) NORTH OF THE APPROXIMATE CENTER OF
 EK0678'A PRIVATE ENTRANCE ROAD, 8.7 METERS (28.4 FT) NORTH OF A POWERLINE
 EK0678'POLE NUMBERED R1-60, 8.6 METERS (28.2 FT) NORTH OF A CORNER FENCE
 EK0678'POST, AND 0.31 METERS (1.0 FT) EAST OF A RIGHT-OF-WAY FENCE LINE.
 EK0678'NOTE, DRIVEN TO REFUSAL.
 EK0678'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EK0678'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0678
 EK0678                          STATION RECOVERY (1987)
 EK0678
 EK0678'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0678'RECOVERED IN GOOD CONDITION.
 EK0678
 EK0678                          STATION RECOVERY (1987)
 EK0678
 EK0678'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0678'RECOVERED IN GOOD CONDITION.
 EK0678
 EK0678                          STATION RECOVERY (1988)
 EK0678
 EK0678'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0678'RECOVERED IN GOOD CONDITION.
 EK0678
 EK0678                          STATION RECOVERY (1989)
 EK0678
 EK0678'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0678'RECOVERED IN GOOD CONDITION.
 EK0678
 EK0678                          STATION RECOVERY (1990)
 EK0678
 EK0678'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0746 ***********************************************************************
 FF0746  DESIGNATION -  R 3
 FF0746  PID         -  FF0746
 FF0746  STATE/COUNTY-  AR/CRAIGHEAD
 FF0746  USGS QUAD   -  JONESBORO (1983)
 FF0746
 FF0746                         *CURRENT SURVEY CONTROL
 FF0746  ___________________________________________________________________
 FF0746* NAD 83(1986)-  35 48 41.     (N)    090 38 28.     (W)     SCALED    
 FF0746* NAVD 88     -        73.979  (meters)     242.71   (feet)  ADJUSTED  
 FF0746  ___________________________________________________________________
 FF0746  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0746  DYNAMIC HT  -          73.916 (meters)     242.51  (feet)  COMP
 FF0746  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 FF0746
 FF0746  VERT ORDER  -  FIRST     CLASS II
 FF0746
 FF0746.The horizontal coordinates were scaled from a topographic map and have
 FF0746.an estimated accuracy of +/- 6 seconds.
 FF0746
 FF0746.The orthometric height was determined by differential leveling
 FF0746.and adjusted by the National Geodetic Survey in June 1991..
 FF0746
 FF0746.The geoid height was determined by GEOID03.
 FF0746
 FF0746.The dynamic height is computed by dividing the NAVD 88
 FF0746.geopotential number by the normal gravity value computed on the
 FF0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0746.degrees latitude (g = 980.6199 gals.).
 FF0746
 FF0746.The modeled gravity was interpolated from observed gravity values.
 FF0746
 FF0746;                    North         East    Units  Estimated Accuracy
 FF0746;SPC AR N     -   164,830.      522,800.      MT  (+/- 180 meters Scaled)
 FF0746
 FF0746                          SUPERSEDED SURVEY CONTROL
 FF0746
 FF0746  NGVD 29 (??/??/??)   73.894  (m)          242.43   (f) ADJUSTED    1 2
 FF0746
 FF0746.Superseded values are not recommended for survey control.
 FF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0746.See file dsdata.txt to determine how the superseded data were derived.
 FF0746
 FF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV131655(NAD 83)
 FF0746_MARKER: DB = BENCH MARK DISK
 FF0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0746_STAMPING: R 3 1928
 FF0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0746+STABILITY: SURFACE MOTION
 FF0746
 FF0746  HISTORY     - Date     Condition        Report By
 FF0746  HISTORY     - 1928     MONUMENTED       CGS
 FF0746  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0746
 FF0746                          STATION DESCRIPTION
 FF0746
 FF0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0746'0.5 MI SE FROM NETTLETON.
 FF0746'THE OLD DESCRIPTION CHECKS OUT VERY WELL BUT THE MARK WAS NOT
 FF0746'RECOVERED.  THERE HAS BEEN SOME GRADING DONE AT THE DESCRIBED
 FF0746'LOCATION AND IT IS ASSUMED THAT THE MARK WAS PROBABLY DESTROYED OR
 FF0746'POSSIBLY COVERED.  ABOUT 1/2 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN
 FF0746'FRANCISCO RAILWAY FROM THE STATION AT NETTLETON, CRAIGHEAD COUNTY,
 FF0746'104 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, BETWEEN POLES
 FF0746'424+11 AND 424+12, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN
 FF0746'TRACK, 31 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 63, 44
 FF0746'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20.5 FEET WEST OF A
 FF0746'POLE, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 FF0746'DISK, STAMPED 242.434 R 3 1928 AND SET IN THE TOP OF A CONCRETE
 FF0746'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1011 ***********************************************************************
 FG1011  DESIGNATION -  R 30
 FG1011  PID         -  FG1011
 FG1011  STATE/COUNTY-  AR/POPE
 FG1011  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1011
 FG1011                         *CURRENT SURVEY CONTROL
 FG1011  ___________________________________________________________________
 FG1011* NAD 83(1986)-  35 19 21.     (N)    093 12 43.     (W)     SCALED    
 FG1011* NAVD 88     -       106.010  (meters)     347.80   (feet)  ADJUSTED  
 FG1011  ___________________________________________________________________
 FG1011  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1011  DYNAMIC HT  -         105.909 (meters)     347.47  (feet)  COMP
 FG1011  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 FG1011
 FG1011  VERT ORDER  -  FIRST     CLASS II
 FG1011
 FG1011.The horizontal coordinates were scaled from a topographic map and have
 FG1011.an estimated accuracy of +/- 6 seconds.
 FG1011
 FG1011.The orthometric height was determined by differential leveling
 FG1011.and adjusted by the National Geodetic Survey in June 1991..
 FG1011
 FG1011.The geoid height was determined by GEOID03.
 FG1011
 FG1011.The dynamic height is computed by dividing the NAVD 88
 FG1011.geopotential number by the normal gravity value computed on the
 FG1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1011.degrees latitude (g = 980.6199 gals.).
 FG1011
 FG1011.The modeled gravity was interpolated from observed gravity values.
 FG1011
 FG1011;                    North         East    Units  Estimated Accuracy
 FG1011;SPC AR N     -   110,420.      289,810.      MT  (+/- 180 meters Scaled)
 FG1011
 FG1011                          SUPERSEDED SURVEY CONTROL
 FG1011
 FG1011  NGVD 29 (??/??/92)  106.000  (m)          347.77   (f) ADJ UNCH    1 2
 FG1011
 FG1011.Superseded values are not recommended for survey control.
 FG1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1011.See file dsdata.txt to determine how the superseded data were derived.
 FG1011
 FG1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV807088(NAD 83)
 FG1011_MARKER: DB = BENCH MARK DISK
 FG1011_SETTING: 0 = UNSPECIFIED SETTING
 FG1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1011
 FG1011  HISTORY     - Date     Condition        Report By
 FG1011  HISTORY     - UNK      MONUMENTED       CGS
 FG1011  HISTORY     - 1932     GOOD             NGS
 FG1011  HISTORY     - 1935     GOOD             NGS
 FG1011  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1011
 FG1011                          STATION DESCRIPTION
 FG1011
 FG1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1011'2.3 MI E FROM LONDON.
 FG1011'ON THE MISSOURI PACIFIC R. R. AT MILE POLE 423/ 6 POLES, 35 FEET E. OF
 FG1011'HIGHWAY CROSSING AND 35 FEET N. OF TRACK AT FENCE LINE.
 FG1011
 FG1011                          STATION RECOVERY (1935)
 FG1011
 FG1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG1011'RECOVERED IN GOOD CONDITION.
 FG1011
 FG1011                          STATION RECOVERY (1984)
 FG1011
 FG1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1011'NOT RECOVERED, OLD RIGHT-OF-WAY FENCE GONE AND DRAINAGE DITCH WIDENED,
 FG1011'ASSUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0708 ***********************************************************************
 EK0708  DESIGNATION -  R 300
 EK0708  PID         -  EK0708
 EK0708  STATE/COUNTY-  AR/POLK
 EK0708  USGS QUAD   -  ACORN (1975)
 EK0708
 EK0708                         *CURRENT SURVEY CONTROL
 EK0708  ___________________________________________________________________
 EK0708* NAD 83(1986)-  34 38 51.     (N)    094 10 39.     (W)     SCALED    
 EK0708* NAVD 88     -       359.777  (meters)    1180.37   (feet)  ADJUSTED  
 EK0708  ___________________________________________________________________
 EK0708  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 EK0708  DYNAMIC HT  -         359.389 (meters)    1179.10  (feet)  COMP
 EK0708  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 EK0708
 EK0708  VERT ORDER  -  FIRST     CLASS II
 EK0708
 EK0708.The horizontal coordinates were scaled from a topographic map and have
 EK0708.an estimated accuracy of +/- 6 seconds.
 EK0708
 EK0708.The orthometric height was determined by differential leveling
 EK0708.and adjusted by the National Geodetic Survey in June 1991..
 EK0708
 EK0708.The geoid height was determined by GEOID03.
 EK0708
 EK0708.The dynamic height is computed by dividing the NAVD 88
 EK0708.geopotential number by the normal gravity value computed on the
 EK0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0708.degrees latitude (g = 980.6199 gals.).
 EK0708
 EK0708.The modeled gravity was interpolated from observed gravity values.
 EK0708
 EK0708;                    North         East    Units  Estimated Accuracy
 EK0708;SPC AR S     -   621,830.      200,390.      MT  (+/- 180 meters Scaled)
 EK0708
 EK0708                          SUPERSEDED SURVEY CONTROL
 EK0708
 EK0708.No superseded survey control is available for this station.
 EK0708
 EK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU920345(NAD 83)
 EK0708_MARKER: I = METAL ROD
 EK0708_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0708+WITH SETTING: INFORMATION.
 EK0708_SP_SET: SHALLOW SET METAL ROD
 EK0708_STAMPING: R 300 1985
 EK0708_MARK LOGO: NGS   
 EK0708_PROJECTION: FLUSH
 EK0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0708_ROD/PIPE-DEPTH: 2.0  meters
 EK0708
 EK0708  HISTORY     - Date     Condition        Report By
 EK0708  HISTORY     - 1985     MONUMENTED       NGS
 EK0708  HISTORY     - 1987     GOOD             USPSQD
 EK0708  HISTORY     - 1988     GOOD             USPSQD
 EK0708  HISTORY     - 1989     GOOD             USPSQD
 EK0708  HISTORY     - 1990     GOOD             USPSQD
 EK0708
 EK0708                          STATION DESCRIPTION
 EK0708
 EK0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0708'31.0 KM (19.25 MI) SSW FROM BOLES.
 EK0708'31.0 KM (19.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE POST
 EK0708'OFFICE IN BOLES, 12.1 KM (7.5 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM
 EK0708'THE KANSAS CITY SOUTHERN RAILROAD STATION IN MENA, AT A WOODS ROAD
 EK0708'LEADING SOUTH, ON TOP OF A 25-FEET HIGH CUTBANK, SET BETWEEN TWO
 EK0708'WITNESS POSTS, 20.9 METERS (68.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 EK0708'OF U.S. HIGHWAY 71 (SLOPE MEASUREMENT), 3.8 METERS (12.4 FT)
 EK0708'SOUTH-SOUTHEAST OF A TRIPLE GUYED POWERLINE POLE, 13.8 METERS
 EK0708'(45.4 FT) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE WOODS ROAD,
 EK0708'1.5 METERS (5.0 FT) NORTH OF A GUY ANCHOR, AND 4.0 METERS (13.0 FT)
 EK0708'SOUTH-SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBERED 4170.  NOTE,
 EK0708'DRIVEN TO REFUSAL AND ANCHORED.
 EK0708'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 EK0708'THE MARK IS 7.6 M ABOVE HIGHWAY 71.
 EK0708
 EK0708                          STATION RECOVERY (1987)
 EK0708
 EK0708'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0708'RECOVERED IN GOOD CONDITION.
 EK0708
 EK0708                          STATION RECOVERY (1988)
 EK0708
 EK0708'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0708'RECOVERED IN GOOD CONDITION.
 EK0708
 EK0708                          STATION RECOVERY (1989)
 EK0708
 EK0708'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0708'RECOVERED IN GOOD CONDITION.
 EK0708
 EK0708                          STATION RECOVERY (1990)
 EK0708
 EK0708'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0732 ***********************************************************************
 EK0732  DESIGNATION -  R 301
 EK0732  PID         -  EK0732
 EK0732  STATE/COUNTY-  AR/POLK
 EK0732  USGS QUAD   -  BOG SPRINGS (1985)
 EK0732
 EK0732                         *CURRENT SURVEY CONTROL
 EK0732  ___________________________________________________________________
 EK0732* NAD 83(1986)-  34 22 14.     (N)    094 23 07.     (W)     SCALED    
 EK0732* NAVD 88     -       322.206  (meters)    1057.10   (feet)  ADJUSTED  
 EK0732  ___________________________________________________________________
 EK0732  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EK0732  DYNAMIC HT  -         321.860 (meters)    1055.97  (feet)  COMP
 EK0732  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 EK0732
 EK0732  VERT ORDER  -  FIRST     CLASS II
 EK0732
 EK0732.The horizontal coordinates were scaled from a topographic map and have
 EK0732.an estimated accuracy of +/- 6 seconds.
 EK0732
 EK0732.The orthometric height was determined by differential leveling
 EK0732.and adjusted by the National Geodetic Survey in June 1991..
 EK0732
 EK0732.The geoid height was determined by GEOID03.
 EK0732
 EK0732.The dynamic height is computed by dividing the NAVD 88
 EK0732.geopotential number by the normal gravity value computed on the
 EK0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0732.degrees latitude (g = 980.6199 gals.).
 EK0732
 EK0732.The modeled gravity was interpolated from observed gravity values.
 EK0732
 EK0732;                    North         East    Units  Estimated Accuracy
 EK0732;SPC AR S     -   591,540.      180,630.      MT  (+/- 180 meters Scaled)
 EK0732
 EK0732                          SUPERSEDED SURVEY CONTROL
 EK0732
 EK0732.No superseded survey control is available for this station.
 EK0732
 EK0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU726041(NAD 83)
 EK0732_MARKER: DB = BENCH MARK DISK
 EK0732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0732_SP_SET: BOX CULVERT HEADWALL
 EK0732_STAMPING: R 301 1985
 EK0732_MARK LOGO: NGS   
 EK0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0732
 EK0732  HISTORY     - Date     Condition        Report By
 EK0732  HISTORY     - 1985     MONUMENTED       NGS
 EK0732  HISTORY     - 1987     GOOD             USPSQD
 EK0732  HISTORY     - 1988     GOOD             USPSQD
 EK0732  HISTORY     - 1989     GOOD             USPSQD
 EK0732  HISTORY     - 1990     GOOD             USPSQD
 EK0732
 EK0732                          STATION DESCRIPTION
 EK0732
 EK0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0732'8.6 KM (5.35 MI) SOUTH FROM COVE.
 EK0732'8.6 KM (5.35 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 EK0732'BARTON AVENUE IN COVE, SET IN TOP OF THE NORTH END OF THE WEST
 EK0732'HEADWALL OF A 25-FEET DOUBLE BOX CULVERT UNDER HIGHWAY 71, AND
 EK0732'5.0 METERS (16.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 EK0732'THE MARK IS 0.31 M BELOW HIGHWAY 71.
 EK0732
 EK0732                          STATION RECOVERY (1987)
 EK0732
 EK0732'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0732'RECOVERED IN GOOD CONDITION.
 EK0732
 EK0732                          STATION RECOVERY (1988)
 EK0732
 EK0732'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0732'RECOVERED IN GOOD CONDITION.
 EK0732
 EK0732                          STATION RECOVERY (1989)
 EK0732
 EK0732'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0732'RECOVERED IN GOOD CONDITION.
 EK0732
 EK0732                          STATION RECOVERY (1990)
 EK0732
 EK0732'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0759 ***********************************************************************
 EK0759  DESIGNATION -  R 302
 EK0759  PID         -  EK0759
 EK0759  STATE/COUNTY-  AR/SEVIER
 EK0759  USGS QUAD   -  DE QUEEN (1966)
 EK0759
 EK0759                         *CURRENT SURVEY CONTROL
 EK0759  ___________________________________________________________________
 EK0759* NAD 83(1986)-  34 05 44.     (N)    094 19 21.     (W)     SCALED    
 EK0759* NAVD 88     -       198.564  (meters)     651.46   (feet)  ADJUSTED  
 EK0759  ___________________________________________________________________
 EK0759  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 EK0759  DYNAMIC HT  -         198.362 (meters)     650.79  (feet)  COMP
 EK0759  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 EK0759
 EK0759  VERT ORDER  -  FIRST     CLASS II
 EK0759
 EK0759.The horizontal coordinates were scaled from a topographic map and have
 EK0759.an estimated accuracy of +/- 6 seconds.
 EK0759
 EK0759.The orthometric height was determined by differential leveling
 EK0759.and adjusted by the National Geodetic Survey in June 1991..
 EK0759
 EK0759.The geoid height was determined by GEOID03.
 EK0759
 EK0759.The dynamic height is computed by dividing the NAVD 88
 EK0759.geopotential number by the normal gravity value computed on the
 EK0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0759.degrees latitude (g = 980.6199 gals.).
 EK0759
 EK0759.The modeled gravity was interpolated from observed gravity values.
 EK0759
 EK0759;                    North         East    Units  Estimated Accuracy
 EK0759;SPC AR S     -   560,910.      185,710.      MT  (+/- 180 meters Scaled)
 EK0759
 EK0759                          SUPERSEDED SURVEY CONTROL
 EK0759
 EK0759.No superseded survey control is available for this station.
 EK0759
 EK0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT780735(NAD 83)
 EK0759_MARKER: I = METAL ROD
 EK0759_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0759+WITH SETTING: INFORMATION.
 EK0759_SP_SET: SHALLOW SET METAL ROD
 EK0759_STAMPING: R 302 1985
 EK0759_MARK LOGO: NGS   
 EK0759_PROJECTION: FLUSH
 EK0759_MAGNETIC: I = MARKER IS A STEEL ROD
 EK0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0759+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1998
 EK0759_ROD/PIPE-DEPTH: 1.1  meters
 EK0759
 EK0759  HISTORY     - Date     Condition        Report By
 EK0759  HISTORY     - 1985     MONUMENTED       NGS
 EK0759  HISTORY     - 1987     GOOD             USPSQD
 EK0759  HISTORY     - 1988     GOOD             USPSQD
 EK0759  HISTORY     - 1989     GOOD             USPSQD
 EK0759  HISTORY     - 1990     GOOD             USPSQD
 EK0759  HISTORY     - 19980113 GOOD             NGS
 EK0759
 EK0759                          STATION DESCRIPTION
 EK0759
 EK0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0759'5.9 KM (3.7 MI) NORTH FROM DE QUEEN.
 EK0759'5.92 KM (3.7 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF U.S.
 EK0759'HIGHWAY 70 IN DE QUEEN, ON A SMALL NORTH-SOUTH RIDGE, 17.28 METERS
 EK0759'(56.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.74 METERS (9.0 FT)
 EK0759'EAST OF THE CENTER OF THE NORTH-SOUTH GRAVEL TRACK ROAD, AND
 EK0759'0.76 METERS (2.5 FT) SOUTH OF A POWERLINE POLE NUMBERED 105.  NOTE,
 EK0759'DRIVEN TO REFUSAL.
 EK0759'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EK0759'THE MARK IS 0.5 M ABOVE HIGHWAY.
 EK0759
 EK0759                          STATION RECOVERY (1987)
 EK0759
 EK0759'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0759'RECOVERED IN GOOD CONDITION.
 EK0759
 EK0759                          STATION RECOVERY (1988)
 EK0759
 EK0759'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0759'RECOVERED IN GOOD CONDITION.
 EK0759
 EK0759                          STATION RECOVERY (1989)
 EK0759
 EK0759'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0759'RECOVERED IN GOOD CONDITION.
 EK0759
 EK0759                          STATION RECOVERY (1990)
 EK0759
 EK0759'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0759'RECOVERED IN GOOD CONDITION.
 EK0759
 EK0759                          STATION RECOVERY (1998)
 EK0759
 EK0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 EK0759'4.8 KM (3.00 MI) NORTHERLY ALONG U.S.  HIGHWAY 71 FROM THE JUNCTION OF
 EK0759'U.S.  HIGHWAY 70 IN DEQUEEN, 17.2 M (56.4 FT) WEST OF THE HIGHWAY
 EK0759'CENTERLINE, 1.0 M (3.3 FT) SOUTH OF UTILITY POLE NUMBER 105, 0.5 M
 EK0759'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A
 EK0759'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EK0759'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1068 ***********************************************************************
 DM1068  DESIGNATION -  R 303
 DM1068  PID         -  DM1068
 DM1068  STATE/COUNTY-  AR/LITTLE RIVER
 DM1068  USGS QUAD   -  WINTHROP (1975)
 DM1068
 DM1068                         *CURRENT SURVEY CONTROL
 DM1068  ___________________________________________________________________
 DM1068* NAD 83(1986)-  33 48 42.     (N)    094 20 04.     (W)     SCALED    
 DM1068* NAVD 88     -        97.446  (meters)     319.70   (feet)  ADJUSTED  
 DM1068  ___________________________________________________________________
 DM1068  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DM1068  DYNAMIC HT  -          97.346 (meters)     319.38  (feet)  COMP
 DM1068  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 DM1068
 DM1068  VERT ORDER  -  FIRST     CLASS II
 DM1068
 DM1068.The horizontal coordinates were scaled from a topographic map and have
 DM1068.an estimated accuracy of +/- 6 seconds.
 DM1068
 DM1068.The orthometric height was determined by differential leveling
 DM1068.and adjusted by the National Geodetic Survey in June 1991..
 DM1068
 DM1068.The geoid height was determined by GEOID03.
 DM1068
 DM1068.The dynamic height is computed by dividing the NAVD 88
 DM1068.geopotential number by the normal gravity value computed on the
 DM1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1068.degrees latitude (g = 980.6199 gals.).
 DM1068
 DM1068.The modeled gravity was interpolated from observed gravity values.
 DM1068
 DM1068;                    North         East    Units  Estimated Accuracy
 DM1068;SPC AR S     -   529,460.      183,890.      MT  (+/- 180 meters Scaled)
 DM1068
 DM1068                          SUPERSEDED SURVEY CONTROL
 DM1068
 DM1068.No superseded survey control is available for this station.
 DM1068
 DM1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT764420(NAD 83)
 DM1068_MARKER: DB = BENCH MARK DISK
 DM1068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1068_SP_SET: BOX CULVERT HEADWALL
 DM1068_STAMPING: R 303 1985
 DM1068_MARK LOGO: NGS   
 DM1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1068
 DM1068  HISTORY     - Date     Condition        Report By
 DM1068  HISTORY     - 1985     MONUMENTED       NGS
 DM1068  HISTORY     - 1987     GOOD             USPSQD
 DM1068  HISTORY     - 1988     GOOD             USPSQD
 DM1068  HISTORY     - 1989     GOOD             USPSQD
 DM1068  HISTORY     - 1990     GOOD             USPSQD
 DM1068  HISTORY     - 19920823 GOOD             USPSQD
 DM1068
 DM1068                          STATION DESCRIPTION
 DM1068
 DM1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1068'3.0 KM (1.85 MI) SSE FROM WINTHROP.
 DM1068'3.0 KM (1.85 MI) SOUTH-SOUTHEAST ALONG STATE ROUTE 234 FROM THE POST
 DM1068'OFFICE IN WINTHROP, SET IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 DM1068'HEADWALL OF A 12-FEET DOUBLE BOX CULVERT UNDER THE HIGHWAY, AND
 DM1068'5.2 METERS (17.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DM1068'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1068
 DM1068                          STATION RECOVERY (1987)
 DM1068
 DM1068'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1068'RECOVERED IN GOOD CONDITION.
 DM1068
 DM1068                          STATION RECOVERY (1988)
 DM1068
 DM1068'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1068'RECOVERED IN GOOD CONDITION.
 DM1068
 DM1068                          STATION RECOVERY (1989)
 DM1068
 DM1068'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1068'RECOVERED IN GOOD CONDITION.
 DM1068
 DM1068                          STATION RECOVERY (1990)
 DM1068
 DM1068'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1068'RECOVERED IN GOOD CONDITION.
 DM1068
 DM1068                          STATION RECOVERY (1992)
 DM1068
 DM1068'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2642 ***********************************************************************
 EH2642  DESIGNATION -  R 305
 EH2642  PID         -  EH2642
 EH2642  STATE/COUNTY-  AR/DESHA
 EH2642  USGS QUAD   -  SNOW LAKE (1967)
 EH2642
 EH2642                         *CURRENT SURVEY CONTROL
 EH2642  ___________________________________________________________________
 EH2642* NAD 83(1986)-  34 01 46.     (N)    091 04 23.     (W)     SCALED    
 EH2642* NAVD 88     -        50.775  (meters)     166.58   (feet)  ADJUSTED  
 EH2642  ___________________________________________________________________
 EH2642  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2642  DYNAMIC HT  -          50.725 (meters)     166.42  (feet)  COMP
 EH2642  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 EH2642
 EH2642  VERT ORDER  -  FIRST     CLASS II
 EH2642
 EH2642.The horizontal coordinates were scaled from a topographic map and have
 EH2642.an estimated accuracy of +/- 6 seconds.
 EH2642
 EH2642.The orthometric height was determined by differential leveling
 EH2642.and adjusted by the National Geodetic Survey in June 1991..
 EH2642
 EH2642.The geoid height was determined by GEOID03.
 EH2642
 EH2642.The dynamic height is computed by dividing the NAVD 88
 EH2642.geopotential number by the normal gravity value computed on the
 EH2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2642.degrees latitude (g = 980.6199 gals.).
 EH2642
 EH2642.The modeled gravity was interpolated from observed gravity values.
 EH2642
 EH2642;                    North         East    Units  Estimated Accuracy
 EH2642;SPC AR S     -   551,540.      485,600.      MT  (+/- 180 meters Scaled)
 EH2642
 EH2642                          SUPERSEDED SURVEY CONTROL
 EH2642
 EH2642  NGVD 29 (??/??/??)   50.827  (m)          166.75   (f) ADJUSTED    1 2
 EH2642
 EH2642.Superseded values are not recommended for survey control.
 EH2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2642.See file dsdata.txt to determine how the superseded data were derived.
 EH2642
 EH2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT779670(NAD 83)
 EH2642_MARKER: I = METAL ROD
 EH2642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2642_SP_SET: STAINLESS STEEL ROD
 EH2642_STAMPING: R 305 1985
 EH2642_MARK LOGO: NGS   
 EH2642_PROJECTION: FLUSH
 EH2642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2642_ROD/PIPE-DEPTH: 23.2 meters
 EH2642
 EH2642  HISTORY     - Date     Condition        Report By
 EH2642  HISTORY     - 1985     MONUMENTED       NGS
 EH2642
 EH2642                          STATION DESCRIPTION
 EH2642
 EH2642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2642'10.3 KM (6.4 MI) SW FROM SNOW LAKE.
 EH2642'3.4 KM (2.1 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH2642'JUNCTION OF STATE ROUTE 85 IN SNOW LAKE, THENCE 1.7 KM (1.05 MI)
 EH2642'NORTHERLY ALONG THE TOP OF THE LEVEE TO THE JUNCTION OF THE LEVEE
 EH2642'ROADS, THENCE 1.5 KM (0.95 MI) WEST-NORTHWEST ALONG THE TOP OF THE
 EH2642'LEVEE TO A DIRT ROAD LEADING SOUTH, THENCE 3.7 KM (2.3 MI) SOUTHERLY
 EH2642'ALONG THE DIRT ROAD, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD,
 EH2642'SET BETWEEN TWO WITNESS POSTS, 14.6 METERS (48.0 FT) SOUTHWEST OF THE
 EH2642'APPROXIMATE CENTER OF THE DIRT ROAD, 4.7 METERS (15.3 FT) NORTHWEST OF
 EH2642'THE NORTHWEST RAIL, 1.4 METERS (4.5 FT) WEST-SOUTHWEST OF A UTILITY
 EH2642'POLE, AND 9.8 METERS (32.0 FT) NORTHWEST OF A RAILROAD SIGNAL LIGHT
 EH2642'NUMBER 3725.
 EH2642'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH2642'THE MARK IS 0.91 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1148 ***********************************************************************
 DM1148  DESIGNATION -  R 307
 DM1148  PID         -  DM1148
 DM1148  STATE/COUNTY-  AR/LITTLE RIVER
 DM1148  USGS QUAD   -  OGDEN (1975)
 DM1148
 DM1148                         *CURRENT SURVEY CONTROL
 DM1148  ___________________________________________________________________
 DM1148* NAD 83(1986)-  33 36 44.     (N)    094 04 15.     (W)     SCALED    
 DM1148* NAVD 88     -        95.885  (meters)     314.58   (feet)  ADJUSTED  
 DM1148  ___________________________________________________________________
 DM1148  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DM1148  DYNAMIC HT  -          95.784 (meters)     314.25  (feet)  COMP
 DM1148  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 DM1148
 DM1148  VERT ORDER  -  FIRST     CLASS II
 DM1148
 DM1148.The horizontal coordinates were scaled from a topographic map and have
 DM1148.an estimated accuracy of +/- 6 seconds.
 DM1148
 DM1148.The orthometric height was determined by differential leveling
 DM1148.and adjusted by the National Geodetic Survey in June 1991..
 DM1148
 DM1148.The geoid height was determined by GEOID03.
 DM1148
 DM1148.The dynamic height is computed by dividing the NAVD 88
 DM1148.geopotential number by the normal gravity value computed on the
 DM1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1148.degrees latitude (g = 980.6199 gals.).
 DM1148
 DM1148.The modeled gravity was interpolated from observed gravity values.
 DM1148
 DM1148;                    North         East    Units  Estimated Accuracy
 DM1148;SPC AR S     -   506,820.      207,850.      MT  (+/- 180 meters Scaled)
 DM1148
 DM1148                          SUPERSEDED SURVEY CONTROL
 DM1148
 DM1148.No superseded survey control is available for this station.
 DM1148
 DM1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT006196(NAD 83)
 DM1148_MARKER: I = METAL ROD
 DM1148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1148_SP_SET: STAINLESS STEEL ROD
 DM1148_STAMPING: R 307 1985
 DM1148_MARK LOGO: NGS   
 DM1148_PROJECTION: FLUSH
 DM1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1148_ROD/PIPE-DEPTH: 4.3  meters
 DM1148
 DM1148  HISTORY     - Date     Condition        Report By
 DM1148  HISTORY     - 1985     MONUMENTED       NGS
 DM1148  HISTORY     - 19971025 GOOD             USPSQD
 DM1148
 DM1148                          STATION DESCRIPTION
 DM1148
 DM1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1148'8.9 KM (5.55 MI) SE FROM ASHDOWN.
 DM1148'8.9 KM (5.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 71 FROM ITS NORTH
 DM1148'JUNCTION WITH STATE HIGHWAY 32 IN ASHDOWN, 33.2 M (108.9 FT)
 DM1148'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DM1148'HIGHWAY, 10.8 M (35.4 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 6.5
 DM1148'M (21.3 FT) SOUTHWEST OF THE WEST CORNER OF A BUILDING, AND 3.0 M
 DM1148'(9.8 FT) SOUTHEAST OF THE NORTHWEST END OF A FENCE.  NOTE--ACCESS TO
 DM1148'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1148'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DM1148'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DM1148
 DM1148                          STATION RECOVERY (1997)
 DM1148
 DM1148'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1270 ***********************************************************************
 GE1270  DESIGNATION -  R 308
 GE1270  PID         -  GE1270
 GE1270  STATE/COUNTY-  AR/FULTON
 GE1270  USGS QUAD   -  WIRTH (1968)
 GE1270
 GE1270                         *CURRENT SURVEY CONTROL
 GE1270  ___________________________________________________________________
 GE1270* NAD 83(1986)-  36 26 59.     (N)    091 29 51.     (W)     SCALED    
 GE1270* NAVD 88     -       209.106  (meters)     686.04   (feet)  ADJUSTED  
 GE1270  ___________________________________________________________________
 GE1270  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GE1270  DYNAMIC HT  -         208.934 (meters)     685.48  (feet)  COMP
 GE1270  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 GE1270
 GE1270  VERT ORDER  -  FIRST     CLASS II
 GE1270
 GE1270.The horizontal coordinates were scaled from a topographic map and have
 GE1270.an estimated accuracy of +/- 6 seconds.
 GE1270
 GE1270.The orthometric height was determined by differential leveling
 GE1270.and adjusted by the National Geodetic Survey in January 1995..
 GE1270
 GE1270.The geoid height was determined by GEOID03.
 GE1270
 GE1270.The dynamic height is computed by dividing the NAVD 88
 GE1270.geopotential number by the normal gravity value computed on the
 GE1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1270.degrees latitude (g = 980.6199 gals.).
 GE1270
 GE1270.The modeled gravity was interpolated from observed gravity values.
 GE1270
 GE1270;                    North         East    Units  Estimated Accuracy
 GE1270;SPC AR N     -   234,920.      445,050.      MT  (+/- 180 meters Scaled)
 GE1270
 GE1270                          SUPERSEDED SURVEY CONTROL
 GE1270
 GE1270  NGVD 29 (10/05/93)  208.988  (m)          685.65   (f) ADJUSTED    1 2
 GE1270
 GE1270.Superseded values are not recommended for survey control.
 GE1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1270.See file dsdata.txt to determine how the superseded data were derived.
 GE1270
 GE1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA346348(NAD 83)
 GE1270_MARKER: DV = VERTICAL CONTROL DISK
 GE1270_SETTING: 66 = SET IN ROCK OUTCROP
 GE1270_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1270_STAMPING: R 308 1990
 GE1270_MARK LOGO: NGS   
 GE1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1270+STABILITY: POSITION/ELEVATION WELL
 GE1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1270+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1270
 GE1270  HISTORY     - Date     Condition        Report By
 GE1270  HISTORY     - 1990     MONUMENTED       NGS
 GE1270
 GE1270                          STATION DESCRIPTION
 GE1270
 GE1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1270'7.2 KM (4.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1270'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN A 2 BY 4-FOOT AREA OF
 GE1270'OUTCROPPING BEDROCK, 17.7 M (58.1 FT) SOUTHWEST OF THE CENTERLINE OF
 GE1270'A COUNTY ROAD, 10.5 M (34.4 FT) NORTH-NORTHWEST OF AND LEVEL WITH THE
 GE1270'HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0926 ***********************************************************************
 GG0926  DESIGNATION -  R 309
 GG0926  PID         -  GG0926
 GG0926  STATE/COUNTY-  AR/BENTON
 GG0926  USGS QUAD   -  PEA RIDGE (1981)
 GG0926
 GG0926                         *CURRENT SURVEY CONTROL
 GG0926  ___________________________________________________________________
 GG0926* NAD 83(1986)-  36 25 32.     (N)    094 03 33.     (W)     SCALED    
 GG0926* NAVD 88     -       406.555  (meters)    1333.84   (feet)  ADJUSTED  
 GG0926  ___________________________________________________________________
 GG0926  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GG0926  DYNAMIC HT  -         406.198 (meters)    1332.67  (feet)  COMP
 GG0926  MODELED GRAV-     979,742.3   (mgal)                       NAVD 88
 GG0926
 GG0926  VERT ORDER  -  FIRST     CLASS II
 GG0926
 GG0926.The horizontal coordinates were scaled from a topographic map and have
 GG0926.an estimated accuracy of +/- 6 seconds.
 GG0926
 GG0926.The orthometric height was determined by differential leveling
 GG0926.and adjusted by the National Geodetic Survey in June 1991..
 GG0926
 GG0926.The geoid height was determined by GEOID03.
 GG0926
 GG0926.The dynamic height is computed by dividing the NAVD 88
 GG0926.geopotential number by the normal gravity value computed on the
 GG0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0926.degrees latitude (g = 980.6199 gals.).
 GG0926
 GG0926.The modeled gravity was interpolated from observed gravity values.
 GG0926
 GG0926;                    North         East    Units  Estimated Accuracy
 GG0926;SPC AR N     -   234,060.      215,350.      MT  (+/- 180 meters Scaled)
 GG0926
 GG0926                          SUPERSEDED SURVEY CONTROL
 GG0926
 GG0926  NGVD 29 (10/05/93)  406.408  (m)         1333.36   (f) ADJUSTED    1 2
 GG0926
 GG0926.Superseded values are not recommended for survey control.
 GG0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0926.See file dsdata.txt to determine how the superseded data were derived.
 GG0926
 GG0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA050316(NAD 83)
 GG0926_MARKER: I = METAL ROD
 GG0926_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0926+WITH SETTING: INFORMATION.
 GG0926_SP_SET: METAL ROD DRIVEN INTO GROUND
 GG0926_STAMPING: R 309 1989
 GG0926_MARK LOGO: NGS   
 GG0926_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0926+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0926
 GG0926  HISTORY     - Date     Condition        Report By
 GG0926  HISTORY     - 1989     MONUMENTED       NGS
 GG0926
 GG0926                          STATION DESCRIPTION
 GG0926
 GG0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0926'9.6 KM (5.95 MI) NORTHERLY ALONG U.S. HIGHWAY 62 FROM ITS JUNCTION
 GG0926'WITH STATE HIGHWAY 94 IN ROGERS, A METAL ROD DRIVEN TO REFUSAL AT 2.3
 GG0926'M AND FLUSH WITH GROUND, 0.7 KM (0.45 MI) SOUTHWEST OF THE
 GG0926'INTERSECTION OF STATE HIGHWAY 72, 16.6 M (54.5 FT) SOUTHEAST OF THE
 GG0926'CENTERLINE OF THE HIGHWAY, 11.4 M (37.4 FT) NORTHEAST OF UTILITY POLE
 GG0926'NUMBER 810, 11.1 M (36.4 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY
 GG0926'LEADING TO THE WILKERSON RESIDENCE, 0.3 M (1.0 FT) NORTHWEST OF A
 GG0926'WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO
 GG0926'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0900 ***********************************************************************
 GG0900  DESIGNATION -  R 310
 GG0900  PID         -  GG0900
 GG0900  STATE/COUNTY-  AR/WASHINGTON
 GG0900  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0900
 GG0900                         *CURRENT SURVEY CONTROL
 GG0900  ___________________________________________________________________
 GG0900* NAD 83(1986)-  36 01 54.     (N)    094 10 43.     (W)     SCALED    
 GG0900* NAVD 88     -       392.714  (meters)    1288.43   (feet)  ADJUSTED  
 GG0900  ___________________________________________________________________
 GG0900  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0900  DYNAMIC HT  -         392.360 (meters)    1287.27  (feet)  COMP
 GG0900  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GG0900
 GG0900  VERT ORDER  -  FIRST     CLASS II
 GG0900
 GG0900.The horizontal coordinates were scaled from a topographic map and have
 GG0900.an estimated accuracy of +/- 6 seconds.
 GG0900
 GG0900.The orthometric height was determined by differential leveling
 GG0900.and adjusted by the National Geodetic Survey in June 1991..
 GG0900
 GG0900.The geoid height was determined by GEOID03.
 GG0900
 GG0900.The dynamic height is computed by dividing the NAVD 88
 GG0900.geopotential number by the normal gravity value computed on the
 GG0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0900.degrees latitude (g = 980.6199 gals.).
 GG0900
 GG0900.The modeled gravity was interpolated from observed gravity values.
 GG0900
 GG0900;                    North         East    Units  Estimated Accuracy
 GG0900;SPC AR N     -   190,590.      203,670.      MT  (+/- 180 meters Scaled)
 GG0900
 GG0900                          SUPERSEDED SURVEY CONTROL
 GG0900
 GG0900  NGVD 29 (10/05/93)  392.549  (m)         1287.89   (f) ADJUSTED    1 2
 GG0900
 GG0900.Superseded values are not recommended for survey control.
 GG0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0900.See file dsdata.txt to determine how the superseded data were derived.
 GG0900
 GG0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV938881(NAD 83)
 GG0900_MARKER: DV = VERTICAL CONTROL DISK
 GG0900_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0900_SP_SET: ABUTMENT
 GG0900_STAMPING: R 310 1989
 GG0900_MARK LOGO: NGS   
 GG0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0900+STABILITY: POSITION/ELEVATION WELL
 GG0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0900+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0900
 GG0900  HISTORY     - Date     Condition        Report By
 GG0900  HISTORY     - 1989     MONUMENTED       NGS
 GG0900  HISTORY     - 19961102 GOOD             USPSQD
 GG0900
 GG0900                          STATION DESCRIPTION
 GG0900
 GG0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0900'IN FAYETTEVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 71 AND THE
 GG0900'ARKANSAS AND MISSOURI RAILROAD, IN TOP OF AND 0.3 M (1.0 FT)
 GG0900'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 GG0900'THE SOUTHBOUND HIGHWAY OVERPASS OF THE RAILROAD, 30.7 M (100.7 FT)
 GG0900'SOUTHEAST OF THE NEAR RAIL, 5.3 M (17.4 FT) SOUTHWEST OF THE CENTER
 GG0900'OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 GG0900
 GG0900                          STATION RECOVERY (1996)
 GG0900
 GG0900'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1210 ***********************************************************************
 FH1210  DESIGNATION -  R 311
 FH1210  PID         -  FH1210
 FH1210  STATE/COUNTY-  AR/CRAWFORD
 FH1210  USGS QUAD   -  RUDY (1983)
 FH1210
 FH1210                         *CURRENT SURVEY CONTROL
 FH1210  ___________________________________________________________________
 FH1210* NAD 83(1986)-  35 31 33.     (N)    094 16 18.     (W)     SCALED    
 FH1210* NAVD 88     -       148.060  (meters)     485.76   (feet)  ADJUSTED  
 FH1210  ___________________________________________________________________
 FH1210  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 FH1210  DYNAMIC HT  -         147.924 (meters)     485.31  (feet)  COMP
 FH1210  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FH1210
 FH1210  VERT ORDER  -  FIRST     CLASS II
 FH1210
 FH1210.The horizontal coordinates were scaled from a topographic map and have
 FH1210.an estimated accuracy of +/- 6 seconds.
 FH1210
 FH1210.The orthometric height was determined by differential leveling
 FH1210.and adjusted by the National Geodetic Survey in June 1991..
 FH1210
 FH1210.The geoid height was determined by GEOID03.
 FH1210
 FH1210.The dynamic height is computed by dividing the NAVD 88
 FH1210.geopotential number by the normal gravity value computed on the
 FH1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1210.degrees latitude (g = 980.6199 gals.).
 FH1210
 FH1210.The modeled gravity was interpolated from observed gravity values.
 FH1210
 FH1210;                    North         East    Units  Estimated Accuracy
 FH1210;SPC AR N     -   134,670.      193,990.      MT  (+/- 180 meters Scaled)
 FH1210
 FH1210                          SUPERSEDED SURVEY CONTROL
 FH1210
 FH1210  NGVD 29 (10/05/93)  147.959  (m)          485.43   (f) ADJUSTED    1 2
 FH1210
 FH1210.Superseded values are not recommended for survey control.
 FH1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1210.See file dsdata.txt to determine how the superseded data were derived.
 FH1210
 FH1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV847321(NAD 83)
 FH1210_MARKER: DV = VERTICAL CONTROL DISK
 FH1210_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH1210_SP_SET: PIER
 FH1210_STAMPING: R 311 1989
 FH1210_MARK LOGO: NGS   
 FH1210_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1210+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1210
 FH1210  HISTORY     - Date     Condition        Report By
 FH1210  HISTORY     - 1989     MONUMENTED       NGS
 FH1210
 FH1210                          STATION DESCRIPTION
 FH1210
 FH1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1210'IN RUDY, AT THE INTERSECTION OF STATE HIGHWAY 282 AND THE ARKANSAS
 FH1210'AND MISSOURI RAILROAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 FH1210'MOST NORTHWESTERLY 1 OF 2 COLUMNS OF THE FIRST PIER SOUTHWEST OF THE
 FH1210'NORTHEAST ABUTMENT OF THE HIGHWAY BRIDGE SPANNING FROG BAYOU, 48.2 M
 FH1210'(158.1 FT) SOUTHWEST OF THE NEAR RAIL, 2.9 M (9.5 FT) NORTHWEST OF
 FH1210'THE CENTER OF THE HIGHWAY, AND 1.6 M (5.2 FT) ABOVE THE GROUND
 FH1210'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1233 ***********************************************************************
 FH1233  DESIGNATION -  R 312
 FH1233  PID         -  FH1233
 FH1233  STATE/COUNTY-  AR/CRAWFORD
 FH1233  USGS QUAD   -  FERN (1983)
 FH1233
 FH1233                         *CURRENT SURVEY CONTROL
 FH1233  ___________________________________________________________________
 FH1233* NAD 83(1986)-  35 44 40.     (N)    094 06 58.     (W)     SCALED    
 FH1233* NAVD 88     -       582.992  (meters)    1912.70   (feet)  ADJUSTED  
 FH1233  ___________________________________________________________________
 FH1233  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FH1233  DYNAMIC HT  -         582.438 (meters)    1910.88  (feet)  COMP
 FH1233  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 FH1233
 FH1233  VERT ORDER  -  FIRST     CLASS II
 FH1233
 FH1233.The horizontal coordinates were scaled from a topographic map and have
 FH1233.an estimated accuracy of +/- 6 seconds.
 FH1233
 FH1233.The orthometric height was determined by differential leveling
 FH1233.and adjusted by the National Geodetic Survey in June 1991..
 FH1233
 FH1233.The geoid height was determined by GEOID03.
 FH1233
 FH1233.The dynamic height is computed by dividing the NAVD 88
 FH1233.geopotential number by the normal gravity value computed on the
 FH1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1233.degrees latitude (g = 980.6199 gals.).
 FH1233
 FH1233.The modeled gravity was interpolated from observed gravity values.
 FH1233
 FH1233;                    North         East    Units  Estimated Accuracy
 FH1233;SPC AR N     -   158,610.      208,620.      MT  (+/- 180 meters Scaled)
 FH1233
 FH1233                          SUPERSEDED SURVEY CONTROL
 FH1233
 FH1233  NGVD 29 (10/05/93)  582.844  (m)         1912.21   (f) ADJUSTED    1 2
 FH1233
 FH1233.Superseded values are not recommended for survey control.
 FH1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1233.See file dsdata.txt to determine how the superseded data were derived.
 FH1233
 FH1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV990561(NAD 83)
 FH1233_MARKER: DV = VERTICAL CONTROL DISK
 FH1233_SETTING: 66 = SET IN ROCK OUTCROP
 FH1233_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1233_STAMPING: R 312 1989
 FH1233_MARK LOGO: NGS   
 FH1233_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1233+STABILITY: POSITION/ELEVATION WELL
 FH1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1233+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1233
 FH1233  HISTORY     - Date     Condition        Report By
 FH1233  HISTORY     - 1989     MONUMENTED       NGS
 FH1233
 FH1233                          STATION DESCRIPTION
 FH1233
 FH1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1233'7.8 KM (4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1233'WITH STATE HIGHWAY 74 IN WINSLOW, SET VERTICALLY IN THE EAST FACE OF
 FH1233'AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 25.4 M (83.3 FT) NORTH
 FH1233'OF THE SOUTH END OF THE EXPOSED BEDROCK, 14.0 M (45.9 FT) WEST OF THE
 FH1233'CENTER OF THE HIGHWAY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 FH1233'AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1253 ***********************************************************************
 GE1253  DESIGNATION -  R 313
 GE1253  PID         -  GE1253
 GE1253  STATE/COUNTY-  AR/SHARP
 GE1253  USGS QUAD   -  HARDY (1981)
 GE1253
 GE1253                         *CURRENT SURVEY CONTROL
 GE1253  ___________________________________________________________________
 GE1253* NAD 83(1986)-  36 18 03.     (N)    091 26 31.     (W)     SCALED    
 GE1253* NAVD 88     -       113.173  (meters)     371.30   (feet)  ADJUSTED  
 GE1253  ___________________________________________________________________
 GE1253  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE1253  DYNAMIC HT  -         113.078 (meters)     370.99  (feet)  COMP
 GE1253  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GE1253
 GE1253  VERT ORDER  -  FIRST     CLASS II
 GE1253
 GE1253.The horizontal coordinates were scaled from a topographic map and have
 GE1253.an estimated accuracy of +/- 6 seconds.
 GE1253
 GE1253.The orthometric height was determined by differential leveling
 GE1253.and adjusted by the National Geodetic Survey in January 1995..
 GE1253
 GE1253.The geoid height was determined by GEOID03.
 GE1253
 GE1253.The dynamic height is computed by dividing the NAVD 88
 GE1253.geopotential number by the normal gravity value computed on the
 GE1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1253.degrees latitude (g = 980.6199 gals.).
 GE1253
 GE1253.The modeled gravity was interpolated from observed gravity values.
 GE1253
 GE1253;                    North         East    Units  Estimated Accuracy
 GE1253;SPC AR N     -   218,430.      450,130.      MT  (+/- 180 meters Scaled)
 GE1253
 GE1253                          SUPERSEDED SURVEY CONTROL
 GE1253
 GE1253  NGVD 29 (10/05/93)  113.064  (m)          370.94   (f) ADJUSTED    1 2
 GE1253
 GE1253.Superseded values are not recommended for survey control.
 GE1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1253.See file dsdata.txt to determine how the superseded data were derived.
 GE1253
 GE1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA398184(NAD 83)
 GE1253_MARKER: DV = VERTICAL CONTROL DISK
 GE1253_SETTING: 66 = SET IN ROCK OUTCROP
 GE1253_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1253_STAMPING: R 313 1990
 GE1253_MARK LOGO: NGS   
 GE1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1253+STABILITY: POSITION/ELEVATION WELL
 GE1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1253+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1253
 GE1253  HISTORY     - Date     Condition        Report By
 GE1253  HISTORY     - 1990     MONUMENTED       NGS
 GE1253
 GE1253                          STATION DESCRIPTION
 GE1253
 GE1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1253'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1253'U.S. HIGHWAY 62 IN HARDY, IN A 6 BY 16-FOOT EXPOSED AREA OF BEDROCK
 GE1253'IN A HIGHWAY CUT, 27.9 M (91.5 FT) SOUTHEAST OF A UTILITY POLE WITH 2
 GE1253'GUY WIRES, 11.3 M (37.1 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY,
 GE1253'8.4 M (27.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.7 M (5.6 FT)
 GE1253'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A
 GE1253'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2186 ***********************************************************************
 FF2186  DESIGNATION -  R 314
 FF2186  PID         -  FF2186
 FF2186  STATE/COUNTY-  AR/POINSETT
 FF2186  USGS QUAD   -  MARKED TREE (1983)
 FF2186
 FF2186                         *CURRENT SURVEY CONTROL
 FF2186  ___________________________________________________________________
 FF2186* NAD 83(1986)-  35 36 06.     (N)    090 29 47.     (W)     SCALED    
 FF2186* NAVD 88     -        65.864  (meters)     216.09   (feet)  ADJUSTED  
 FF2186  ___________________________________________________________________
 FF2186  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF2186  DYNAMIC HT  -          65.806 (meters)     215.90  (feet)  COMP
 FF2186  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 FF2186
 FF2186  VERT ORDER  -  FIRST     CLASS II
 FF2186
 FF2186.The horizontal coordinates were scaled from a topographic map and have
 FF2186.an estimated accuracy of +/- 6 seconds.
 FF2186
 FF2186.The orthometric height was determined by differential leveling
 FF2186.and adjusted by the National Geodetic Survey in January 1995..
 FF2186
 FF2186.The geoid height was determined by GEOID03.
 FF2186
 FF2186.The dynamic height is computed by dividing the NAVD 88
 FF2186.geopotential number by the normal gravity value computed on the
 FF2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2186.degrees latitude (g = 980.6199 gals.).
 FF2186
 FF2186.The modeled gravity was interpolated from observed gravity values.
 FF2186
 FF2186;                    North         East    Units  Estimated Accuracy
 FF2186;SPC AR N     -   141,750.      536,240.      MT  (+/- 180 meters Scaled)
 FF2186
 FF2186                          SUPERSEDED SURVEY CONTROL
 FF2186
 FF2186  NGVD 29 (10/05/93)   65.803  (m)          215.89   (f) ADJUSTED    1 2
 FF2186
 FF2186.Superseded values are not recommended for survey control.
 FF2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2186.See file dsdata.txt to determine how the superseded data were derived.
 FF2186
 FF2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV267426(NAD 83)
 FF2186_MARKER: I = METAL ROD
 FF2186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2186_SP_SET: STAINLESS STEEL ROD
 FF2186_STAMPING: R 314 1990
 FF2186_MARK LOGO: NGS   
 FF2186_PROJECTION: FLUSH
 FF2186_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2186+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 FF2186_ROD/PIPE-DEPTH: 24.3 meters
 FF2186
 FF2186  HISTORY     - Date     Condition        Report By
 FF2186  HISTORY     - 1990     MONUMENTED       NGS
 FF2186  HISTORY     - 20020802 GOOD             USACE
 FF2186
 FF2186                          STATION DESCRIPTION
 FF2186
 FF2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2186'6.0 KM (3.70 MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 63 FROM THE JUNCTION
 FF2186'OF STATE HIGHWAY 69 IN TRUMANN, THENCE 3.2 KM (2.00 MI) SOUTHERLY
 FF2186'ALONG U.S. HIGHWAY 63, 65.9 M (216.2 FT) NORTH OF THE NORTHEAST
 FF2186'CORNER OF A CULVERT HEADWALL, 23.4 M (76.8 FT) EAST OF THE CENTERLINE
 FF2186'OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.2 M (3.9 FT) BELOW THE
 FF2186'LEVEL OF THE HIGHWAY, 1.15 M (3.77 FT) NORTH OF A BRACED FENCE POST,
 FF2186'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 FF2186'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2186
 FF2186                          STATION RECOVERY (2002)
 FF2186
 FF2186'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2205 ***********************************************************************
 FF2205  DESIGNATION -  R 315
 FF2205  PID         -  FF2205
 FF2205  STATE/COUNTY-  AR/CRAIGHEAD
 FF2205  USGS QUAD   -  BONO (1980)
 FF2205
 FF2205                         *CURRENT SURVEY CONTROL
 FF2205  ___________________________________________________________________
 FF2205* NAD 83(1986)-  35 54 51.     (N)    090 48 18.     (W)     SCALED    
 FF2205* NAVD 88     -        78.898  (meters)     258.85   (feet)  ADJUSTED  
 FF2205  ___________________________________________________________________
 FF2205  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FF2205  DYNAMIC HT  -          78.832 (meters)     258.63  (feet)  COMP
 FF2205  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 FF2205
 FF2205  VERT ORDER  -  FIRST     CLASS II
 FF2205
 FF2205.The horizontal coordinates were scaled from a topographic map and have
 FF2205.an estimated accuracy of +/- 6 seconds.
 FF2205
 FF2205.The orthometric height was determined by differential leveling
 FF2205.and adjusted by the National Geodetic Survey in January 1995..
 FF2205
 FF2205.The geoid height was determined by GEOID03.
 FF2205
 FF2205.The dynamic height is computed by dividing the NAVD 88
 FF2205.geopotential number by the normal gravity value computed on the
 FF2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2205.degrees latitude (g = 980.6199 gals.).
 FF2205
 FF2205.The modeled gravity was interpolated from observed gravity values.
 FF2205
 FF2205;                    North         East    Units  Estimated Accuracy
 FF2205;SPC AR N     -   176,040.      507,850.      MT  (+/- 180 meters Scaled)
 FF2205
 FF2205                          SUPERSEDED SURVEY CONTROL
 FF2205
 FF2205  NGVD 29 (10/05/93)   78.816  (m)          258.58   (f) ADJUSTED    1 2
 FF2205
 FF2205.Superseded values are not recommended for survey control.
 FF2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2205.See file dsdata.txt to determine how the superseded data were derived.
 FF2205
 FF2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV980766(NAD 83)
 FF2205_MARKER: I = METAL ROD
 FF2205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2205_SP_SET: STAINLESS STEEL ROD
 FF2205_STAMPING: R 315 1990
 FF2205_MARK LOGO: NGS   
 FF2205_PROJECTION: FLUSH
 FF2205_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2205+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 FF2205_ROD/PIPE-DEPTH: 6.0  meters
 FF2205
 FF2205  HISTORY     - Date     Condition        Report By
 FF2205  HISTORY     - 1990     MONUMENTED       NGS
 FF2205  HISTORY     - 20020827 GOOD             USACE
 FF2205
 FF2205                          STATION DESCRIPTION
 FF2205
 FF2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2205'0.5 KM (0.30 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF2205'IN BONO, 28.4 M (93.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 FF2205'REVIVAL TEMPLE CHURCH, 16.4 M (53.8 FT) EAST OF THE HIGHWAY
 FF2205'CENTERLINE, 9.6 M (31.5 FT) NORTH OF THE MOST NORTHERLY OF 2
 FF2205'DRIVEWAYS, 5.9 M (19.4 FT) NORTHEAST OF THE SOUTHEAST END OF A
 FF2205'36-INCH PIPE CULVERT, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3
 FF2205'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM
 FF2205'POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2205
 FF2205                          STATION RECOVERY (2002)
 FF2205
 FF2205'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1236 ***********************************************************************
 GE1236  DESIGNATION -  R 316
 GE1236  PID         -  GE1236
 GE1236  STATE/COUNTY-  AR/SHARP
 GE1236  USGS QUAD   -  WILLIFORD (1981)
 GE1236
 GE1236                         *CURRENT SURVEY CONTROL
 GE1236  ___________________________________________________________________
 GE1236* NAD 83(1986)-  36 15 07.     (N)    091 16 56.     (W)     SCALED    
 GE1236* NAVD 88     -       158.147  (meters)     518.85   (feet)  ADJUSTED  
 GE1236  ___________________________________________________________________
 GE1236  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GE1236  DYNAMIC HT  -         158.017 (meters)     518.43  (feet)  COMP
 GE1236  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GE1236
 GE1236  VERT ORDER  -  FIRST     CLASS II
 GE1236
 GE1236.The horizontal coordinates were scaled from a topographic map and have
 GE1236.an estimated accuracy of +/- 6 seconds.
 GE1236
 GE1236.The orthometric height was determined by differential leveling
 GE1236.and adjusted by the National Geodetic Survey in January 1995..
 GE1236
 GE1236.The geoid height was determined by GEOID03.
 GE1236
 GE1236.The dynamic height is computed by dividing the NAVD 88
 GE1236.geopotential number by the normal gravity value computed on the
 GE1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1236.degrees latitude (g = 980.6199 gals.).
 GE1236
 GE1236.The modeled gravity was interpolated from observed gravity values.
 GE1236
 GE1236;                    North         East    Units  Estimated Accuracy
 GE1236;SPC AR N     -   213,100.      464,510.      MT  (+/- 180 meters Scaled)
 GE1236
 GE1236                          SUPERSEDED SURVEY CONTROL
 GE1236
 GE1236  NGVD 29 (10/05/93)  158.047  (m)          518.53   (f) ADJUSTED    1 2
 GE1236
 GE1236.Superseded values are not recommended for survey control.
 GE1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1236.See file dsdata.txt to determine how the superseded data were derived.
 GE1236
 GE1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA543132(NAD 83)
 GE1236_MARKER: DV = VERTICAL CONTROL DISK
 GE1236_SETTING: 66 = SET IN ROCK OUTCROP
 GE1236_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1236_STAMPING: R 316 1990
 GE1236_MARK LOGO: NGS   
 GE1236_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1236+STABILITY: POSITION/ELEVATION WELL
 GE1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1236+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1236
 GE1236  HISTORY     - Date     Condition        Report By
 GE1236  HISTORY     - 1990     MONUMENTED       NGS
 GE1236
 GE1236                          STATION DESCRIPTION
 GE1236
 GE1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1236'3.2 KM (2.00 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1236'STATE HIGHWAY 90 IN RAVENDEN, IN THE NORTHEASTERN 1/3 OF A 3 BY
 GE1236'4-FOOT AREA OF OUTCROPPING BEDROCK, 12.2 M (40.0 FT) NORTHEAST OF THE
 GE1236'HIGHWAY CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 GE1236'AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0217 ***********************************************************************
 GE0217  DESIGNATION -  R 32
 GE0217  PID         -  GE0217
 GE0217  STATE/COUNTY-  AR/GREENE
 GE0217  USGS QUAD   -  LAFE (1993)
 GE0217
 GE0217                         *CURRENT SURVEY CONTROL
 GE0217  ___________________________________________________________________
 GE0217* NAD 83(1986)-  36 14 28.     (N)    090 33 03.     (W)     SCALED    
 GE0217* NAVD 88     -        86.709  (meters)     284.48   (feet)  ADJUSTED  
 GE0217  ___________________________________________________________________
 GE0217  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE0217  DYNAMIC HT  -          86.638 (meters)     284.24  (feet)  COMP
 GE0217  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 GE0217
 GE0217  VERT ORDER  -  FIRST     CLASS II
 GE0217
 GE0217.The horizontal coordinates were scaled from a topographic map and have
 GE0217.an estimated accuracy of +/- 6 seconds.
 GE0217
 GE0217.The orthometric height was determined by differential leveling
 GE0217.and adjusted by the National Geodetic Survey in June 1991..
 GE0217
 GE0217.The geoid height was determined by GEOID03.
 GE0217
 GE0217.The dynamic height is computed by dividing the NAVD 88
 GE0217.geopotential number by the normal gravity value computed on the
 GE0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0217.degrees latitude (g = 980.6199 gals.).
 GE0217
 GE0217.The modeled gravity was interpolated from observed gravity values.
 GE0217
 GE0217;                    North         East    Units  Estimated Accuracy
 GE0217;SPC AR N     -   212,620.      530,260.      MT  (+/- 180 meters Scaled)
 GE0217
 GE0217                          SUPERSEDED SURVEY CONTROL
 GE0217
 GE0217  NGVD 29 (??/??/92)   86.701  (m)          284.45   (f) ADJ UNCH    1 2
 GE0217
 GE0217.Superseded values are not recommended for survey control.
 GE0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0217.See file dsdata.txt to determine how the superseded data were derived.
 GE0217
 GE0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA200134(NAD 83)
 GE0217_MARKER: DB = BENCH MARK DISK
 GE0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0217_SP_SET: PIER
 GE0217_STAMPING: R 32 1933
 GE0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0217
 GE0217  HISTORY     - Date     Condition        Report By
 GE0217  HISTORY     - 1933     MONUMENTED       CGS
 GE0217  HISTORY     - 1956     GOOD             NGS
 GE0217  HISTORY     - 1963     GOOD             NGS
 GE0217  HISTORY     - 20020916 MARK NOT FOUND   USACE
 GE0217
 GE0217                          STATION DESCRIPTION
 GE0217
 GE0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0217'6.2 MI SE FROM KNOBEL.
 GE0217'6.25 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0217'STATION AT KNOBEL, ABOUT 0.1 MILE SOUTHEAST OF ROAD CROSSING
 GE0217'AT STONEWALL, ABOUT 0.1 MILE NORTHWEST OF MILE POLE 205, IN THE
 GE0217'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE PIER OF
 GE0217'RAILROAD BRIDGE NO. 204.9 OVER CACHE RIVER MAIN CANAL, 9 FEET
 GE0217'NORTHEAST OF NORTHEAST RAIL, 2 1/2 FEET SOUTHWEST OF NORTHEAST
 GE0217'END OF PIER AND 4 1/2 FEET BELOW LEVEL OF TRACK.
 GE0217
 GE0217                          STATION RECOVERY (1963)
 GE0217
 GE0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GE0217'RECOVERED IN GOOD CONDITION.
 GE0217
 GE0217                          STATION RECOVERY (2002)
 GE0217
 GE0217'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1834 ***********************************************************************
 FE1834  DESIGNATION -  R 33
 FE1834  PID         -  FE1834
 FE1834  STATE/COUNTY-  AR/MISSISSIPPI
 FE1834  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1834
 FE1834                         *CURRENT SURVEY CONTROL
 FE1834  ___________________________________________________________________
 FE1834* NAD 83(1986)-  35 55 16.     (N)    089 54 21.     (W)     SCALED    
 FE1834* NAVD 88     -        77.682  (meters)     254.86   (feet)  ADJUSTED  
 FE1834  ___________________________________________________________________
 FE1834  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE1834  DYNAMIC HT  -          77.617 (meters)     254.65  (feet)  COMP
 FE1834  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1834
 FE1834  VERT ORDER  -  FIRST     CLASS II
 FE1834
 FE1834.The horizontal coordinates were scaled from a topographic map and have
 FE1834.an estimated accuracy of +/- 6 seconds.
 FE1834
 FE1834.The orthometric height was determined by differential leveling
 FE1834.and adjusted by the National Geodetic Survey in June 1991..
 FE1834
 FE1834.The geoid height was determined by GEOID03.
 FE1834
 FE1834.The dynamic height is computed by dividing the NAVD 88
 FE1834.geopotential number by the normal gravity value computed on the
 FE1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1834.degrees latitude (g = 980.6199 gals.).
 FE1834
 FE1834.The modeled gravity was interpolated from observed gravity values.
 FE1834
 FE1834;                    North         East    Units  Estimated Accuracy
 FE1834;SPC AR N     -   178,160.      588,980.      MT  (+/- 180 meters Scaled)
 FE1834
 FE1834                          SUPERSEDED SURVEY CONTROL
 FE1834
 FE1834  NGVD 29 (??/??/??)   77.632  (m)          254.70   (f) ADJUSTED    1 2
 FE1834
 FE1834.Superseded values are not recommended for survey control.
 FE1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1834.See file dsdata.txt to determine how the superseded data were derived.
 FE1834
 FE1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE378791(NAD 83)
 FE1834_MARKER: DB = BENCH MARK DISK
 FE1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1834_STAMPING: R 33 1933
 FE1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1834+STABILITY: SURFACE MOTION
 FE1834
 FE1834  HISTORY     - Date     Condition        Report By
 FE1834  HISTORY     - 1933     MONUMENTED       CGS
 FE1834  HISTORY     - 1956     GOOD             CGS
 FE1834  HISTORY     - 1972     MARK NOT FOUND   USGS
 FE1834
 FE1834                          STATION DESCRIPTION
 FE1834
 FE1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1834'AT BLYTHEVILLE.
 FE1834'AT BLYTHEVILLE, ABOUT 390 YARDS SOUTH ALONG THE ST. LOUIS-SAN
 FE1834'FRANCISCO RAILWAY FROM THE STATION, ABOUT 130 YARDS SOUTH OF
 FE1834'CROSSING OF TRACK AND WEST CHERRY STREET, AT THE ABANDONED
 FE1834'CROSSING OF BARFIELD BRANCH LEADING EAST-WEST AND THE MAIN LINE
 FE1834'LEADING NORTH-SOUTH, ABOUT 172 YARDS EAST OF INTERSECTION OF SOUTH
 FE1834'BROADWAY AND LOCUST STREET, 54 FEET EAST OF EAST RAIL OF MAIN
 FE1834'TRACK, 36 FEET NORTH OF CENTER LINE OF ABANDONED TRACK BED,
 FE1834'4 FEET WEST OF A FENCE LINE, 6 FEET NORTHWEST OF A FENCE CORNER,
 FE1834'22 FEET NORTHEAST OF NORTH END OF A 30-INCH CORRUGATED METAL
 FE1834'PIPE CULVERT UNDER OLD ABANDONED RAILROAD BED, 2 FEET SOUTH OF
 FE1834'A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK
 FE1834'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1834
 FE1834                          STATION RECOVERY (1972)
 FE1834
 FE1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FE1834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0113 ***********************************************************************
 GG0113  DESIGNATION -  R 34
 GG0113  PID         -  GG0113
 GG0113  STATE/COUNTY-  AR/BENTON
 GG0113  USGS QUAD   -  GRAVETTE (1981)
 GG0113
 GG0113                         *CURRENT SURVEY CONTROL
 GG0113  ___________________________________________________________________
 GG0113* NAD 83(1986)-  36 25 20.     (N)    094 27 13.     (W)     SCALED    
 GG0113* NAVD 88     -       371.785  (meters)    1219.76   (feet)  ADJUSTED  
 GG0113  ___________________________________________________________________
 GG0113  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GG0113  DYNAMIC HT  -         371.472 (meters)    1218.74  (feet)  COMP
 GG0113  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GG0113
 GG0113  VERT ORDER  -  SECOND    CLASS 0
 GG0113
 GG0113.The horizontal coordinates were scaled from a topographic map and have
 GG0113.an estimated accuracy of +/- 6 seconds.
 GG0113
 GG0113.The orthometric height was determined by differential leveling
 GG0113.and adjusted by the National Geodetic Survey in June 1991..
 GG0113
 GG0113.The geoid height was determined by GEOID03.
 GG0113
 GG0113.The dynamic height is computed by dividing the NAVD 88
 GG0113.geopotential number by the normal gravity value computed on the
 GG0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0113.degrees latitude (g = 980.6199 gals.).
 GG0113
 GG0113.The modeled gravity was interpolated from observed gravity values.
 GG0113
 GG0113;                    North         East    Units  Estimated Accuracy
 GG0113;SPC AR N     -   234,500.      179,970.      MT  (+/- 180 meters Scaled)
 GG0113
 GG0113                          SUPERSEDED SURVEY CONTROL
 GG0113
 GG0113  NGVD 29 (??/??/92)  371.66   (m)         1219.4    (f) COMPUTED    2 0
 GG0113
 GG0113.Superseded values are not recommended for survey control.
 GG0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0113.See file dsdata.txt to determine how the superseded data were derived.
 GG0113
 GG0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA696317(NAD 83)
 GG0113_MARKER: DB = BENCH MARK DISK
 GG0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0113_SP_SET: CULVERT
 GG0113_STAMPING: R 34 1934
 GG0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0113
 GG0113  HISTORY     - Date     Condition        Report By
 GG0113  HISTORY     - 1934     MONUMENTED       CGS
 GG0113  HISTORY     - 1968     GOOD             USGS
 GG0113
 GG0113                          STATION DESCRIPTION
 GG0113
 GG0113'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GG0113'AT GRAVETTE.
 GG0113'AT GRAVETTE, BENTON CO, ON STATE HWY 72.  AT THE CROSSING OF HWY
 GG0113'72 AND THE ST. LOUIS-SAN FRANCISCO RAILWAY AND THE KANSAS CITY
 GG0113'SOUTHERN RAILWAY, AT A CONC CUL, IN TOP OF THE S HEADWALL, 15 FT
 GG0113'S AND 101 FT W OF THE MAIN LINE.  A STANDARD DISK, STAMPED R 34
 GG0113'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0328 ***********************************************************************
 GF0328  DESIGNATION -  R 35
 GF0328  PID         -  GF0328
 GF0328  STATE/COUNTY-  AR/BOONE
 GF0328  USGS QUAD   -  OMAHA (1967)
 GF0328
 GF0328                         *CURRENT SURVEY CONTROL
 GF0328  ___________________________________________________________________
 GF0328* NAD 83(1986)-  36 24 49.     (N)    093 07 50.     (W)     SCALED    
 GF0328* NAVD 88     -       286.185  (meters)     938.93   (feet)  ADJUSTED  
 GF0328  ___________________________________________________________________
 GF0328  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GF0328  DYNAMIC HT  -         285.935 (meters)     938.11  (feet)  COMP
 GF0328  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 GF0328
 GF0328  VERT ORDER  -  SECOND    CLASS 0
 GF0328
 GF0328.The horizontal coordinates were scaled from a topographic map and have
 GF0328.an estimated accuracy of +/- 6 seconds.
 GF0328
 GF0328.The orthometric height was determined by differential leveling
 GF0328.and adjusted by the National Geodetic Survey in June 1991..
 GF0328
 GF0328.The geoid height was determined by GEOID03.
 GF0328
 GF0328.The dynamic height is computed by dividing the NAVD 88
 GF0328.geopotential number by the normal gravity value computed on the
 GF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0328.degrees latitude (g = 980.6199 gals.).
 GF0328
 GF0328.The modeled gravity was interpolated from observed gravity values.
 GF0328
 GF0328;                    North         East    Units  Estimated Accuracy
 GF0328;SPC AR N     -   231,380.      298,600.      MT  (+/- 180 meters Scaled)
 GF0328
 GF0328                          SUPERSEDED SURVEY CONTROL
 GF0328
 GF0328  NGVD 29 (??/??/92)  286.062  (m)          938.52   (f) ADJ UNCH    2 0
 GF0328
 GF0328.Superseded values are not recommended for survey control.
 GF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0328.See file dsdata.txt to determine how the superseded data were derived.
 GF0328
 GF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA882298(NAD 83)
 GF0328_MARKER: DB = BENCH MARK DISK
 GF0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0328_SP_SET: BRIDGE
 GF0328_STAMPING: R-35 1934
 GF0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0328
 GF0328  HISTORY     - Date     Condition        Report By
 GF0328  HISTORY     - 1934     MONUMENTED       CGS
 GF0328
 GF0328                          STATION DESCRIPTION
 GF0328
 GF0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0328'4.5 MI NW FROM MYRTLE.
 GF0328'4.5 MILES NORTHWEST OF, ALONG MISSOURI PACIFIC R.R. FROM STATION
 GF0328'AT POLE 427-22, AT STEEL BRIDGE NO. 142 OVER BARN FORK CREEK,
 GF0328'IN THE TOP OF THE SOUTH WING-WALL OF THE EAST END OF BRIDGE,
 GF0328'8 FEET SOUTH OF RAILROAD CENTERLINE, 0.6 FEET NORTH OF SOUTH
 GF0328'EDGE OF WING-WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0083 ***********************************************************************
 GF0083  DESIGNATION -  R 36
 GF0083  PID         -  GF0083
 GF0083  STATE/COUNTY-  AR/BAXTER
 GF0083  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0083
 GF0083                         *CURRENT SURVEY CONTROL
 GF0083  ___________________________________________________________________
 GF0083* NAD 83(1986)-  36 20 01.     (N)    092 28 33.     (W)     SCALED    
 GF0083* NAVD 88     -       199.428  (meters)     654.29   (feet)  ADJUSTED  
 GF0083  ___________________________________________________________________
 GF0083  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0083  DYNAMIC HT  -         199.257 (meters)     653.73  (feet)  COMP
 GF0083  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GF0083
 GF0083  VERT ORDER  -  SECOND    CLASS 0
 GF0083
 GF0083.The horizontal coordinates were scaled from a topographic map and have
 GF0083.an estimated accuracy of +/- 6 seconds.
 GF0083
 GF0083.The orthometric height was determined by differential leveling
 GF0083.and adjusted by the National Geodetic Survey in June 1991..
 GF0083
 GF0083.The geoid height was determined by GEOID03.
 GF0083
 GF0083.The dynamic height is computed by dividing the NAVD 88
 GF0083.geopotential number by the normal gravity value computed on the
 GF0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0083.degrees latitude (g = 980.6199 gals.).
 GF0083
 GF0083.The modeled gravity was interpolated from observed gravity values.
 GF0083
 GF0083;                    North         East    Units  Estimated Accuracy
 GF0083;SPC AR N     -   222,030.      357,280.      MT  (+/- 180 meters Scaled)
 GF0083
 GF0083                          SUPERSEDED SURVEY CONTROL
 GF0083
 GF0083  NGVD 29 (??/??/92)  199.312  (m)          653.91   (f) ADJ UNCH    2 0
 GF0083
 GF0083.Superseded values are not recommended for survey control.
 GF0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0083.See file dsdata.txt to determine how the superseded data were derived.
 GF0083
 GF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA470210(NAD 83)
 GF0083_MARKER: DB = BENCH MARK DISK
 GF0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0083_STAMPING: R-36 1934
 GF0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0083+STABILITY: SURFACE MOTION
 GF0083
 GF0083  HISTORY     - Date     Condition        Report By
 GF0083  HISTORY     - 1934     MONUMENTED       CGS
 GF0083  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0083
 GF0083                          STATION DESCRIPTION
 GF0083
 GF0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0083'3.9 MI NE FROM GASSVILLE.
 GF0083'170 FEET SOUTH OF EDGE OF BAND AT SOUTH SIDE OF A DRY STREAM
 GF0083'BED, 67 FEET SOUTH OF FENCE CORNER AT CURVE, 28 FEET WEST OF
 GF0083'HIGHWAY CENTERLINE, 1 FT. EAST OF PROPERTY-LINE FENCE.  TABLET
 GF0083'SET IN PRECAST CONCRETE POST.
 GF0083
 GF0083                          STATION RECOVERY (1965)
 GF0083
 GF0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0135 ***********************************************************************
 GF0135  DESIGNATION -  R 37
 GF0135  PID         -  GF0135
 GF0135  STATE/COUNTY-  AR/MARION
 GF0135  USGS QUAD   -  COTTER SW (1972)
 GF0135
 GF0135                         *CURRENT SURVEY CONTROL
 GF0135  ___________________________________________________________________
 GF0135* NAD 83(1986)-  36 16 30.     (N)    092 37 40.     (W)     SCALED    
 GF0135* NAVD 88     -       214.020  (meters)     702.16   (feet)  ADJUSTED  
 GF0135  ___________________________________________________________________
 GF0135  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GF0135  DYNAMIC HT  -         213.837 (meters)     701.56  (feet)  COMP
 GF0135  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 GF0135
 GF0135  VERT ORDER  -  SECOND    CLASS 0
 GF0135
 GF0135.The horizontal coordinates were scaled from a topographic map and have
 GF0135.an estimated accuracy of +/- 6 seconds.
 GF0135
 GF0135.The orthometric height was determined by differential leveling
 GF0135.and adjusted by the National Geodetic Survey in June 1991..
 GF0135
 GF0135.The geoid height was determined by GEOID03.
 GF0135
 GF0135.The dynamic height is computed by dividing the NAVD 88
 GF0135.geopotential number by the normal gravity value computed on the
 GF0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0135.degrees latitude (g = 980.6199 gals.).
 GF0135
 GF0135.The modeled gravity was interpolated from observed gravity values.
 GF0135
 GF0135;                    North         East    Units  Estimated Accuracy
 GF0135;SPC AR N     -   215,600.      343,590.      MT  (+/- 180 meters Scaled)
 GF0135
 GF0135                          SUPERSEDED SURVEY CONTROL
 GF0135
 GF0135  NGVD 29 (??/??/92)  213.907  (m)          701.79   (f) ADJ UNCH    2 0
 GF0135
 GF0135.Superseded values are not recommended for survey control.
 GF0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0135.See file dsdata.txt to determine how the superseded data were derived.
 GF0135
 GF0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA334145(NAD 83)
 GF0135_MARKER: DB = BENCH MARK DISK
 GF0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0135_STAMPING: R-37 1934
 GF0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0135+STABILITY: SURFACE MOTION
 GF0135
 GF0135  HISTORY     - Date     Condition        Report By
 GF0135  HISTORY     - 1934     MONUMENTED       CGS
 GF0135
 GF0135                          STATION DESCRIPTION
 GF0135
 GF0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0135'4 MI E FROM YELLVILLE.
 GF0135'ABOUT 0.15 MILE WEST OF POLE 388, 5 FEET EAST OF POLE 388-5,
 GF0135'40 FEET NORTHWEST OF INTERSECTION OF CENTERLINES OF RAILROAD AND
 GF0135'GRADE CROSSING, 21.5 FEET WEST OF CENTERLINE OF ROAD, 20 FEET
 GF0135'NORTH OF RAILROAD CENTERLINE, 20 FEET SOUTH OF R/W FENCE.  TABLET
 GF0135'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0107 ***********************************************************************
 GF0107  DESIGNATION -  R 38
 GF0107  PID         -  GF0107
 GF0107  STATE/COUNTY-  AR/FULTON
 GF0107  USGS QUAD   -  GEPP (1966)
 GF0107
 GF0107                         *CURRENT SURVEY CONTROL
 GF0107  ___________________________________________________________________
 GF0107* NAD 83(1986)-  36 23 50.     (N)    092 01 32.     (W)     SCALED    
 GF0107* NAVD 88     -       278.094  (meters)     912.38   (feet)  ADJUSTED  
 GF0107  ___________________________________________________________________
 GF0107  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GF0107  DYNAMIC HT  -         277.860 (meters)     911.61  (feet)  COMP
 GF0107  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GF0107
 GF0107  VERT ORDER  -  SECOND    CLASS 0
 GF0107
 GF0107.The horizontal coordinates were scaled from a topographic map and have
 GF0107.an estimated accuracy of +/- 6 seconds.
 GF0107
 GF0107.The orthometric height was determined by differential leveling
 GF0107.and adjusted by the National Geodetic Survey in June 1991..
 GF0107
 GF0107.The geoid height was determined by GEOID03.
 GF0107
 GF0107.The dynamic height is computed by dividing the NAVD 88
 GF0107.geopotential number by the normal gravity value computed on the
 GF0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0107.degrees latitude (g = 980.6199 gals.).
 GF0107
 GF0107.The modeled gravity was interpolated from observed gravity values.
 GF0107
 GF0107;                    North         East    Units  Estimated Accuracy
 GF0107;SPC AR N     -   228,980.      397,710.      MT  (+/- 180 meters Scaled)
 GF0107
 GF0107                          SUPERSEDED SURVEY CONTROL
 GF0107
 GF0107  NGVD 29 (??/??/92)  277.982  (m)          912.01   (f) ADJ UNCH    2 0
 GF0107
 GF0107.Superseded values are not recommended for survey control.
 GF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0107.See file dsdata.txt to determine how the superseded data were derived.
 GF0107
 GF0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA873284(NAD 83)
 GF0107_MARKER: DB = BENCH MARK DISK
 GF0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0107_STAMPING: R 38 1934
 GF0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0107+STABILITY: SURFACE MOTION
 GF0107
 GF0107  HISTORY     - Date     Condition        Report By
 GF0107  HISTORY     - 1934     MONUMENTED       CGS
 GF0107  HISTORY     - 1966     GOOD             USGS
 GF0107
 GF0107                          STATION DESCRIPTION
 GF0107
 GF0107'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GF0107'2.4 MI W FROM MOUNTAIN HOME.
 GF0107'MARK IS IN GOOD CONDITION.  2.4 MI. W. ALONG U.S. HWY. 62 FROM
 GF0107'VIOLA, FULTON COUNTY, 475 FT. W. FROM X-RD., S. ACROSS THE HIGHWAY
 GF0107'FROM A FARMHOUSE, 1 FT. S. OF THE PROPERTY LINE FENCE.  A STANDARD
 GF0107'DISK, STAMPED R 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0072 ***********************************************************************
 GF0072  DESIGNATION -  R 39
 GF0072  PID         -  GF0072
 GF0072  STATE/COUNTY-  AR/IZARD
 GF0072  USGS QUAD   -  BOSWELL (1980)
 GF0072
 GF0072                         *CURRENT SURVEY CONTROL
 GF0072  ___________________________________________________________________
 GF0072* NAD 83(1986)-  36 02 43.     (N)    092 03 50.     (W)     SCALED    
 GF0072* NAVD 88     -       107.202  (meters)     351.71   (feet)  ADJUSTED  
 GF0072  ___________________________________________________________________
 GF0072  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GF0072  DYNAMIC HT  -         107.111 (meters)     351.41  (feet)  COMP
 GF0072  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GF0072
 GF0072  VERT ORDER  -  SECOND    CLASS 0
 GF0072
 GF0072.The horizontal coordinates were scaled from a topographic map and have
 GF0072.an estimated accuracy of +/- 6 seconds.
 GF0072
 GF0072.The orthometric height was determined by differential leveling
 GF0072.and adjusted by the National Geodetic Survey in June 1991..
 GF0072
 GF0072.The geoid height was determined by GEOID03.
 GF0072
 GF0072.The dynamic height is computed by dividing the NAVD 88
 GF0072.geopotential number by the normal gravity value computed on the
 GF0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0072.degrees latitude (g = 980.6199 gals.).
 GF0072
 GF0072.The modeled gravity was interpolated from observed gravity values.
 GF0072
 GF0072;                    North         East    Units  Estimated Accuracy
 GF0072;SPC AR N     -   189,930.      394,240.      MT  (+/- 180 meters Scaled)
 GF0072
 GF0072                          SUPERSEDED SURVEY CONTROL
 GF0072
 GF0072  NGVD 29 (??/??/92)  107.102  (m)          351.38   (f) ADJ UNCH    2 0
 GF0072
 GF0072.Superseded values are not recommended for survey control.
 GF0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0072.See file dsdata.txt to determine how the superseded data were derived.
 GF0072
 GF0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV843893(NAD 83)
 GF0072_MARKER: DB = BENCH MARK DISK
 GF0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0072_SP_SET: BRIDGE
 GF0072_STAMPING: R-39 1934
 GF0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0072
 GF0072  HISTORY     - Date     Condition        Report By
 GF0072  HISTORY     - 1934     MONUMENTED       CGS
 GF0072
 GF0072                          STATION DESCRIPTION
 GF0072
 GF0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0072'7 MI SE FROM CALICO ROCK.
 GF0072'ABOUT 0.5 MILE NORTHWEST OF BOSWELL STATION, 8 FEET NORTHEAST
 GF0072'OF MISSOURI PACIFIC R.R. CENTERLINE, AT RAILROAD BRIDGE NO. 61
 GF0072'AT POLE 334-12, IN TOP OF THE EAST END OF THE SOUTH WINGWALL
 GF0072'OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0127 ***********************************************************************
 FF0127  DESIGNATION -  R 4
 FF0127  PID         -  FF0127
 FF0127  STATE/COUNTY-  AR/CRITTENDEN
 FF0127  USGS QUAD   -  TYRONZA (1974)
 FF0127
 FF0127                         *CURRENT SURVEY CONTROL
 FF0127  ___________________________________________________________________
 FF0127* NAD 83(1986)-  35 23 10.     (N)    090 15 41.     (W)     SCALED    
 FF0127* NAVD 88     -        68.409  (meters)     224.44   (feet)  ADJUSTED  
 FF0127  ___________________________________________________________________
 FF0127  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF0127  DYNAMIC HT  -          68.348 (meters)     224.24  (feet)  COMP
 FF0127  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FF0127
 FF0127  VERT ORDER  -  FIRST     CLASS II
 FF0127
 FF0127.The horizontal coordinates were scaled from a topographic map and have
 FF0127.an estimated accuracy of +/- 6 seconds.
 FF0127
 FF0127.The orthometric height was determined by differential leveling
 FF0127.and adjusted by the National Geodetic Survey in June 1991..
 FF0127
 FF0127.The geoid height was determined by GEOID03.
 FF0127
 FF0127.The dynamic height is computed by dividing the NAVD 88
 FF0127.geopotential number by the normal gravity value computed on the
 FF0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0127.degrees latitude (g = 980.6199 gals.).
 FF0127
 FF0127.The modeled gravity was interpolated from observed gravity values.
 FF0127
 FF0127;                    North         East    Units  Estimated Accuracy
 FF0127;SPC AR N     -   118,190.      557,950.      MT  (+/- 180 meters Scaled)
 FF0127
 FF0127                          SUPERSEDED SURVEY CONTROL
 FF0127
 FF0127  NGVD 29 (??/??/??)   68.348  (m)          224.24   (f) ADJUSTED    1 2
 FF0127
 FF0127.Superseded values are not recommended for survey control.
 FF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0127.See file dsdata.txt to determine how the superseded data were derived.
 FF0127
 FF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV487193(NAD 83)
 FF0127_MARKER: DB = BENCH MARK DISK
 FF0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0127_STAMPING: 224.238 R 4 1928
 FF0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0127+STABILITY: SURFACE MOTION
 FF0127
 FF0127  HISTORY     - Date     Condition        Report By
 FF0127  HISTORY     - 1928     MONUMENTED       CGS
 FF0127  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0127
 FF0127                          STATION DESCRIPTION
 FF0127
 FF0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0127'1.1 MI NW FROM TURRELL.
 FF0127'ABOUT 1.1 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0127'RAILWAY FROM THE STATION AT TURRELL, CRITTENDEN COUNTY, ABOUT 73
 FF0127'PACES SOUTHEAST OF A YARD-LIMIT SIGN, BETWEEN POLES 461+4 AND
 FF0127'461+5, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK,
 FF0127'19.7 FEET NORTHWEST OF THE SOUTH RIGHT-OF-WAY FENCE, 12.5 FEET
 FF0127'NORTH OF A POLE, AND 5.7 FEET LOWER THAN THE TOP OF THE RAIL.
 FF0127'A STANDARD DISK, STAMPED 224.238 R 4 1928 AND SET IN THE TOP OF A
 FF0127'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.  NOTE-- THE
 FF0127'DESCRIBED AREA HAS BEEN FILLED IN WITH ABOUT 4 FEET OF DIRT.
 FF0127'MARK WAS NOT DUG FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1565 ***********************************************************************
 FF1565  DESIGNATION -  R 42
 FF1565  PID         -  FF1565
 FF1565  STATE/COUNTY-  AR/INDEPENDENCE
 FF1565  USGS QUAD   -  JAMESTOWN (1981)
 FF1565
 FF1565                         *CURRENT SURVEY CONTROL
 FF1565  ___________________________________________________________________
 FF1565* NAD 83(1986)-  35 43 54.     (N)    091 39 31.     (W)     SCALED    
 FF1565* NAVD 88     -       129.806  (meters)     425.87   (feet)  ADJUSTED  
 FF1565  ___________________________________________________________________
 FF1565  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF1565  DYNAMIC HT  -         129.695 (meters)     425.51  (feet)  COMP
 FF1565  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 FF1565
 FF1565  VERT ORDER  -  SECOND    CLASS 0
 FF1565
 FF1565.The horizontal coordinates were scaled from a topographic map and have
 FF1565.an estimated accuracy of +/- 6 seconds.
 FF1565
 FF1565.The orthometric height was determined by differential leveling
 FF1565.and adjusted by the National Geodetic Survey in June 1991..
 FF1565
 FF1565.The geoid height was determined by GEOID03.
 FF1565
 FF1565.The dynamic height is computed by dividing the NAVD 88
 FF1565.geopotential number by the normal gravity value computed on the
 FF1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1565.degrees latitude (g = 980.6199 gals.).
 FF1565
 FF1565.The modeled gravity was interpolated from observed gravity values.
 FF1565
 FF1565;                    North         East    Units  Estimated Accuracy
 FF1565;SPC AR N     -   155,190.      430,880.      MT  (+/- 180 meters Scaled)
 FF1565
 FF1565                          SUPERSEDED SURVEY CONTROL
 FF1565
 FF1565  NGVD 29 (??/??/??)  129.731  (m)          425.63   (f) ADJUSTED    2 0
 FF1565
 FF1565.Superseded values are not recommended for survey control.
 FF1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1565.See file dsdata.txt to determine how the superseded data were derived.
 FF1565
 FF1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV213550(NAD 83)
 FF1565_MARKER: DB = BENCH MARK DISK
 FF1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1565_STAMPING: R 42 1935 425.626
 FF1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1565+STABILITY: SURFACE MOTION
 FF1565
 FF1565  HISTORY     - Date     Condition        Report By
 FF1565  HISTORY     - 1935     MONUMENTED       CGS
 FF1565  HISTORY     - 1949     GOOD             CGS
 FF1565  HISTORY     - 1965     MARK NOT FOUND   USGS
 FF1565
 FF1565                          STATION DESCRIPTION
 FF1565
 FF1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF1565'4.4 MI SW FROM BATESVILLE.
 FF1565'4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE INTERSECTION
 FF1565'OF ST. LOUIS AND EAST MAIN STREETS AT BATESVILLE, ABOUT 385 FEET
 FF1565'SOUTHWEST OF THE A.W. NEWHOUSE MAIL BOX, SOUTH OF A CURVE, 165
 FF1565'FEET SOUTHWEST OF THE EAST HEADWALL OF A PIPE HIGHWAY CULVERT,
 FF1565'120 FEET SOUTHWEST OF A WOODEN CULVERT ON THE DRIVEWAY LEADING
 FF1565'TO A FARMHOUSE, 34 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FF1565'6.8 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF THE PROPERTY-LINE
 FF1565'FENCE.  A STANDARD DISK, STAMPED R 42 1935 AND SET IN THE TOP
 FF1565'OF A CONCRETE POST.
 FF1565
 FF1565                          STATION RECOVERY (1965)
 FF1565
 FF1565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FF1565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1588 ***********************************************************************
 FF1588  DESIGNATION -  R 43
 FF1588  PID         -  FF1588
 FF1588  STATE/COUNTY-  AR/INDEPENDENCE
 FF1588  USGS QUAD   -  BETHESDA (1989)
 FF1588
 FF1588                         *CURRENT SURVEY CONTROL
 FF1588  ___________________________________________________________________
 FF1588* NAD 83(1986)-  35 45 42.     (N)    091 50 48.     (W)     SCALED    
 FF1588* NAVD 88     -        89.716  (meters)     294.34   (feet)  ADJUSTED  
 FF1588  ___________________________________________________________________
 FF1588  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF1588  DYNAMIC HT  -          89.637 (meters)     294.08  (feet)  COMP
 FF1588  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 FF1588
 FF1588  VERT ORDER  -  SECOND    CLASS 0
 FF1588
 FF1588.The horizontal coordinates were scaled from a topographic map and have
 FF1588.an estimated accuracy of +/- 6 seconds.
 FF1588
 FF1588.The orthometric height was determined by differential leveling
 FF1588.and adjusted by the National Geodetic Survey in June 1991..
 FF1588
 FF1588.The geoid height was determined by GEOID03.
 FF1588
 FF1588.The dynamic height is computed by dividing the NAVD 88
 FF1588.geopotential number by the normal gravity value computed on the
 FF1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1588.degrees latitude (g = 980.6199 gals.).
 FF1588
 FF1588.The modeled gravity was interpolated from observed gravity values.
 FF1588
 FF1588;                    North         East    Units  Estimated Accuracy
 FF1588;SPC AR N     -   158,470.      413,870.      MT  (+/- 180 meters Scaled)
 FF1588
 FF1588                          SUPERSEDED SURVEY CONTROL
 FF1588
 FF1588  NGVD 29 (??/??/??)   89.632  (m)          294.07   (f) ADJUSTED    2 0
 FF1588
 FF1588.Superseded values are not recommended for survey control.
 FF1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1588.See file dsdata.txt to determine how the superseded data were derived.
 FF1588
 FF1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV042581(NAD 83)
 FF1588_MARKER: DB = BENCH MARK DISK
 FF1588_SETTING: 80 = SET IN A BOULDER
 FF1588_SP_SET: BOULDER
 FF1588_STAMPING: R 43 1935
 FF1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1588+STABILITY: SURFACE MOTION
 FF1588
 FF1588  HISTORY     - Date     Condition        Report By
 FF1588  HISTORY     - 1935     MONUMENTED       CGS
 FF1588
 FF1588                          STATION DESCRIPTION
 FF1588
 FF1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1588'1.2 MI S FROM O NEAL.
 FF1588'1.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1588'STATION AT O NEAL, INDEPENDENCE COUNTY, ABOUT 200 FEET SOUTH
 FF1588'OF BRIDGE 16, ABOUT 90 FEET NORTH OF THE TWENTIETH POLE NORTH OF
 FF1588'MILEPOST 297, 25 FEET EAST OF THE CENTER LINE OF THE TRACK,
 FF1588'AND IN THE TOP OF THE EAST END OF A 6- BY 10-FOOT SANDSTONE
 FF1588'BOULDER, ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 FF1588'STAMPED R 43 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0498 ***********************************************************************
 GE0498  DESIGNATION -  R 44
 GE0498  PID         -  GE0498
 GE0498  STATE/COUNTY-  AR/LAWRENCE
 GE0498  USGS QUAD   -  BLACK ROCK (1974)
 GE0498
 GE0498                         *CURRENT SURVEY CONTROL
 GE0498  ___________________________________________________________________
 GE0498* NAD 83(1986)-  36 06 04.     (N)    091 05 56.     (W)     SCALED    
 GE0498* NAVD 88     -        78.976  (meters)     259.11   (feet)  ADJUSTED  
 GE0498  ___________________________________________________________________
 GE0498  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GE0498  DYNAMIC HT  -          78.910 (meters)     258.89  (feet)  COMP
 GE0498  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 GE0498
 GE0498  VERT ORDER  -  SECOND    CLASS 0
 GE0498
 GE0498.The horizontal coordinates were scaled from a topographic map and have
 GE0498.an estimated accuracy of +/- 6 seconds.
 GE0498
 GE0498.The orthometric height was determined by differential leveling
 GE0498.and adjusted by the National Geodetic Survey in June 1991..
 GE0498
 GE0498.The geoid height was determined by GEOID03.
 GE0498
 GE0498.The dynamic height is computed by dividing the NAVD 88
 GE0498.geopotential number by the normal gravity value computed on the
 GE0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0498.degrees latitude (g = 980.6199 gals.).
 GE0498
 GE0498.The modeled gravity was interpolated from observed gravity values.
 GE0498
 GE0498;                    North         East    Units  Estimated Accuracy
 GE0498;SPC AR N     -   196,500.      481,140.      MT  (+/- 180 meters Scaled)
 GE0498
 GE0498                          SUPERSEDED SURVEY CONTROL
 GE0498
 GE0498  NGVD 29 (??/??/92)   78.884  (m)          258.81   (f) ADJ UNCH    2 0
 GE0498
 GE0498.Superseded values are not recommended for survey control.
 GE0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0498.See file dsdata.txt to determine how the superseded data were derived.
 GE0498
 GE0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV711968(NAD 83)
 GE0498_MARKER: DB = BENCH MARK DISK
 GE0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0498_STAMPING: R 44 1935
 GE0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0498+STABILITY: SURFACE MOTION
 GE0498
 GE0498  HISTORY     - Date     Condition        Report By
 GE0498  HISTORY     - 1935     MONUMENTED       CGS
 GE0498
 GE0498                          STATION DESCRIPTION
 GE0498
 GE0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GE0498'0.8 MI SW FROM BLACK ROCK.
 GE0498'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE ST. LOUIS-SAN
 GE0498'FRANCISCO RAILWAY STATION AT BLACK ROCK, ABOUT 0.2 MILE SOUTH OF
 GE0498'A CITY-LIMIT SIGN, 0.15 MILE NORTH OF AN OLD MINE WEST OF THE
 GE0498'HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32.5
 GE0498'FEET SOUTH OF A POLE, AND 1 FOOT EAST OF THE PROPERTY-LINE
 GE0498'FENCE.  A STANDARD DISK, STAMPED R 44 1935 AND SET IN THE TOP
 GE0498'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0228 ***********************************************************************
 FH0228  DESIGNATION -  R 45
 FH0228  PID         -  FH0228
 FH0228  STATE/COUNTY-  AR/SCOTT
 FH0228  USGS QUAD   -  ABBOTT (1987)
 FH0228
 FH0228                         *CURRENT SURVEY CONTROL
 FH0228  ___________________________________________________________________
 FH0228* NAD 83(1986)-  35 05 55.     (N)    094 07 51.     (W)     SCALED    
 FH0228* NAVD 88     -       206.183  (meters)     676.45   (feet)  ADJUSTED  
 FH0228  ___________________________________________________________________
 FH0228  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FH0228  DYNAMIC HT  -         205.979 (meters)     675.78  (feet)  COMP
 FH0228  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 FH0228
 FH0228  VERT ORDER  -  SECOND    CLASS 0
 FH0228
 FH0228.The horizontal coordinates were scaled from a topographic map and have
 FH0228.an estimated accuracy of +/- 6 seconds.
 FH0228
 FH0228.The orthometric height was determined by differential leveling
 FH0228.and adjusted by the National Geodetic Survey in June 1991..
 FH0228
 FH0228.The geoid height was determined by GEOID03.
 FH0228
 FH0228.The dynamic height is computed by dividing the NAVD 88
 FH0228.geopotential number by the normal gravity value computed on the
 FH0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0228.degrees latitude (g = 980.6199 gals.).
 FH0228
 FH0228.The modeled gravity was interpolated from observed gravity values.
 FH0228
 FH0228;                    North         East    Units  Estimated Accuracy
 FH0228;SPC AR N     -    87,000.      205,730.      MT  (+/- 180 meters Scaled)
 FH0228
 FH0228                          SUPERSEDED SURVEY CONTROL
 FH0228
 FH0228  NGVD 29 (??/??/92)  206.083  (m)          676.12   (f) ADJ UNCH    2 0
 FH0228
 FH0228.Superseded values are not recommended for survey control.
 FH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0228.See file dsdata.txt to determine how the superseded data were derived.
 FH0228
 FH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU969845(NAD 83)
 FH0228_MARKER: DB = BENCH MARK DISK
 FH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0228_STAMPING: R-45 1934
 FH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0228+STABILITY: SURFACE MOTION
 FH0228
 FH0228  HISTORY     - Date     Condition        Report By
 FH0228  HISTORY     - 1934     MONUMENTED       CGS
 FH0228  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0228
 FH0228                          STATION DESCRIPTION
 FH0228
 FH0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0228'4.1 MI E FROM ABBOTT.
 FH0228'4.1 MILES EAST OF, ALONG C.R.I. AND P.RY. FROM STATION.  POST
 FH0228'SET AT ECHO SIDING, ABOUT 300 FEET SOUTHWEST OF ECHO R.R. STATION,
 FH0228'ABOUT 150 FEET EAST OF EAST CORNER OF R.R. SECTIONS FORMANS
 FH0228'HOUSE, 41.2 FEET EAST OF EAST CORNER OF RAILROAD BUILDING, 38.1
 FH0228'FEET NORTHWEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 FH0228'R.R. NEAREST TRACK, 1.2 FEET NORTHEAST OF EAST FENCE CORNER OF
 FH0228'RAILROAD SECTION YARD.  TABLET SET IN PRECAST CONCRETE POST.
 FH0228'NOTE-- ALL BUILDINGS AT ECHO HAVE BEEN REMOVED.
 FH0228
 FH0228                          STATION RECOVERY (1959)
 FH0228
 FH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1287 ***********************************************************************
 FG1287  DESIGNATION -  R 46
 FG1287  PID         -  FG1287
 FG1287  STATE/COUNTY-  AR/YELL
 FG1287  USGS QUAD   -  HAVANA (1966)
 FG1287
 FG1287                         *CURRENT SURVEY CONTROL
 FG1287  ___________________________________________________________________
 FG1287* NAD 83(1986)-  35 06 34.     (N)    093 31 28.     (W)     SCALED    
 FG1287* NAVD 88     -       115.745  (meters)     379.74   (feet)  ADJUSTED  
 FG1287  ___________________________________________________________________
 FG1287  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FG1287  DYNAMIC HT  -         115.632 (meters)     379.37  (feet)  COMP
 FG1287  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FG1287
 FG1287  VERT ORDER  -  SECOND    CLASS 0
 FG1287
 FG1287.The horizontal coordinates were scaled from a topographic map and have
 FG1287.an estimated accuracy of +/- 6 seconds.
 FG1287
 FG1287.The orthometric height was determined by differential leveling
 FG1287.and adjusted by the National Geodetic Survey in June 1991..
 FG1287
 FG1287.The geoid height was determined by GEOID03.
 FG1287
 FG1287.The dynamic height is computed by dividing the NAVD 88
 FG1287.geopotential number by the normal gravity value computed on the
 FG1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1287.degrees latitude (g = 980.6199 gals.).
 FG1287
 FG1287.The modeled gravity was interpolated from observed gravity values.
 FG1287
 FG1287;                    North         East    Units  Estimated Accuracy
 FG1287;SPC AR N     -    87,180.      261,030.      MT  (+/- 180 meters Scaled)
 FG1287
 FG1287                          SUPERSEDED SURVEY CONTROL
 FG1287
 FG1287  NGVD 29 (??/??/92)  115.69   (m)          379.6    (f) COMPUTED    2 0
 FG1287
 FG1287.Superseded values are not recommended for survey control.
 FG1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1287.See file dsdata.txt to determine how the superseded data were derived.
 FG1287
 FG1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU522853(NAD 83)
 FG1287_MARKER: DB = BENCH MARK DISK
 FG1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1287_SP_SET: BUILDING
 FG1287_STAMPING: R-46 1934
 FG1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1287
 FG1287  HISTORY     - Date     Condition        Report By
 FG1287  HISTORY     - 1934     MONUMENTED       CGS
 FG1287
 FG1287                          STATION DESCRIPTION
 FG1287
 FG1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1287'IN HAVANA.
 FG1287'TABLET SET VERTICALLY IN BRICK WALL ON WEST SIDE OF HAVANA HIGH SCHOOL
 FG1287'BUILDING.  69.2 FEET NORTH OF SOUTH-WEST CORNER OF BUILDING. 6.9 FEET
 FG1287'SOUTH OF CENTER OF SOUTH ENTRANCE DOOR ON WEST SIDE OF BUILDING. 4
 FG1287'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0957 ***********************************************************************
 FG0957  DESIGNATION -  R 47
 FG0957  PID         -  FG0957
 FG0957  STATE/COUNTY-  AR/POPE
 FG0957  USGS QUAD   -  SIMPSON (1980)
 FG0957
 FG0957                         *CURRENT SURVEY CONTROL
 FG0957  ___________________________________________________________________
 FG0957* NAD 83(1986)-  35 32 32.     (N)    093 06 27.     (W)     SCALED    
 FG0957* NAVD 88     -       437.581  (meters)    1435.63   (feet)  ADJUSTED  
 FG0957  ___________________________________________________________________
 FG0957  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FG0957  DYNAMIC HT  -         437.159 (meters)    1434.25  (feet)  COMP
 FG0957  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 FG0957
 FG0957  VERT ORDER  -  SECOND    CLASS 0
 FG0957
 FG0957.The horizontal coordinates were scaled from a topographic map and have
 FG0957.an estimated accuracy of +/- 6 seconds.
 FG0957
 FG0957.The orthometric height was determined by differential leveling
 FG0957.and adjusted by the National Geodetic Survey in June 1991..
 FG0957
 FG0957.The geoid height was determined by GEOID03.
 FG0957
 FG0957.The dynamic height is computed by dividing the NAVD 88
 FG0957.geopotential number by the normal gravity value computed on the
 FG0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0957.degrees latitude (g = 980.6199 gals.).
 FG0957
 FG0957.The modeled gravity was interpolated from observed gravity values.
 FG0957
 FG0957;                    North         East    Units  Estimated Accuracy
 FG0957;SPC AR N     -   134,680.      299,580.      MT  (+/- 180 meters Scaled)
 FG0957
 FG0957                          SUPERSEDED SURVEY CONTROL
 FG0957
 FG0957  NGVD 29 (??/??/92)  437.520  (m)         1435.43   (f) ADJ UNCH    2 0
 FG0957
 FG0957.Superseded values are not recommended for survey control.
 FG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0957.See file dsdata.txt to determine how the superseded data were derived.
 FG0957
 FG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV902331(NAD 83)
 FG0957_MARKER: DB = BENCH MARK DISK
 FG0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0957_STAMPING: R 47 1934
 FG0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0957+STABILITY: SURFACE MOTION
 FG0957
 FG0957  HISTORY     - Date     Condition        Report By
 FG0957  HISTORY     - 1934     MONUMENTED       CGS
 FG0957  HISTORY     - 1935     GOOD             NGS
 FG0957
 FG0957                          STATION DESCRIPTION
 FG0957
 FG0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0957'14.9 MI NW FROM DOVER.
 FG0957'14.9 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT
 FG0957'DOVER, 175 FEET SOUTH OF THE FARMHOUSE OF F.M. DUMA, 150 FEET WEST OF
 FG0957'A GALVANIZED CULVERT UNDER THE HIGHWAY, 105 FEET SOUTH OF THE
 FG0957'SOUTHEAST CORNER OF A GARDEN FENCE, 56.6 FEET SOUTH OF THE CENTER LINE
 FG0957'OF THE HIGHWAY, 5.3 FEET SOUTHWEST OF A 12-INCH OAK TREE.  SET IN THE
 FG0957'TOP OF A CONCRETE POST.
 FG0957
 FG0957                          STATION RECOVERY (1935)
 FG0957
 FG0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0501 ***********************************************************************
 FG0501  DESIGNATION -  R 48
 FG0501  PID         -  FG0501
 FG0501  STATE/COUNTY-  AR/VAN BUREN
 FG0501  USGS QUAD   -  SCOTLAND (1965)
 FG0501
 FG0501                         *CURRENT SURVEY CONTROL
 FG0501  ___________________________________________________________________
 FG0501* NAD 83(1986)-  35 33 59.     (N)    092 32 28.     (W)     SCALED    
 FG0501* NAVD 88     -       228.877  (meters)     750.91   (feet)  ADJUSTED  
 FG0501  ___________________________________________________________________
 FG0501  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG0501  DYNAMIC HT  -         228.666 (meters)     750.22  (feet)  COMP
 FG0501  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FG0501
 FG0501  VERT ORDER  -  SECOND    CLASS 0
 FG0501
 FG0501.The horizontal coordinates were scaled from a topographic map and have
 FG0501.an estimated accuracy of +/- 6 seconds.
 FG0501
 FG0501.The orthometric height was determined by differential leveling
 FG0501.and adjusted by the National Geodetic Survey in June 1991..
 FG0501
 FG0501.The geoid height was determined by GEOID03.
 FG0501
 FG0501.The dynamic height is computed by dividing the NAVD 88
 FG0501.geopotential number by the normal gravity value computed on the
 FG0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0501.degrees latitude (g = 980.6199 gals.).
 FG0501
 FG0501.The modeled gravity was interpolated from observed gravity values.
 FG0501
 FG0501;                    North         East    Units  Estimated Accuracy
 FG0501;SPC AR N     -   136,930.      350,950.      MT  (+/- 180 meters Scaled)
 FG0501
 FG0501                          SUPERSEDED SURVEY CONTROL
 FG0501
 FG0501  NGVD 29 (??/??/92)  228.814  (m)          750.70   (f) ADJ UNCH    2 0
 FG0501
 FG0501.Superseded values are not recommended for survey control.
 FG0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0501.See file dsdata.txt to determine how the superseded data were derived.
 FG0501
 FG0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV415359(NAD 83)
 FG0501_MARKER: DB = BENCH MARK DISK
 FG0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0501_STAMPING: R-48 1934
 FG0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0501+STABILITY: SURFACE MOTION
 FG0501
 FG0501  HISTORY     - Date     Condition        Report By
 FG0501  HISTORY     - 1934     MONUMENTED       CGS
 FG0501  HISTORY     - 1935     GOOD             NGS
 FG0501
 FG0501                          STATION DESCRIPTION
 FG0501
 FG0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0501'5.7 MI W FROM CLINTON.
 FG0501'5.7 MILES WEST OF CLINTON, FROM JCT. HWYS. U.S. 65 AND ST. 95.  ALONG
 FG0501'STATE HWY. NO. 95.  10.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF MRS.
 FG0501'LAVINA WILLIAMS FARM HOUSE.  45.6 FEET NORTH OF CENTERLINE OF STATE
 FG0501'HWY. NO. 95.  38.6 FEET NORTHWEST OF CENTERLINE OF JUNCTION OF HIGHWAY
 FG0501'AND FARM ROAD.  21 FEET WEST OF NORTHEAST FENCE CORNER.  7.3 FEET EAST
 FG0501'OF 10 INCH OAK TREE.  1.3 FT. SOUTH OF FENCE PARALLELING HIGHWAY.
 FG0501'TABLET SET IN PRECAST CONCRETE POST.  NOTE-- 49 FT. NW OF THE CENTER
 FG0501'OF HWY AND PRIVATE DRIVE, 45.7 FT. N OF CENTER OF HWY 95, 26.7 FT W OF
 FG0501'FENCE POST AT E EDGE OF PRIVATE DRIVE.  AN NGS STANDARD DISK STAMPED R
 FG0501'48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0464 ***********************************************************************
 GF0464  DESIGNATION -  R 5
 GF0464  PID         -  GF0464
 GF0464  STATE/COUNTY-  AR/CARROLL
 GF0464  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0464
 GF0464                         *CURRENT SURVEY CONTROL
 GF0464  ___________________________________________________________________
 GF0464* NAD 83(1986)-  36 26 15.     (N)    093 43 52.     (W)     SCALED    
 GF0464* NAVD 88     -       313.764  (meters)    1029.41   (feet)  ADJUSTED  
 GF0464  ___________________________________________________________________
 GF0464  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GF0464  DYNAMIC HT  -         313.493 (meters)    1028.52  (feet)  COMP
 GF0464  MODELED GRAV-     979,759.2   (mgal)                       NAVD 88
 GF0464
 GF0464  VERT ORDER  -  FIRST     CLASS II
 GF0464
 GF0464.The horizontal coordinates were scaled from a topographic map and have
 GF0464.an estimated accuracy of +/- 6 seconds.
 GF0464
 GF0464.The orthometric height was determined by differential leveling
 GF0464.and adjusted by the National Geodetic Survey in June 1991..
 GF0464
 GF0464.The geoid height was determined by GEOID03.
 GF0464
 GF0464.The dynamic height is computed by dividing the NAVD 88
 GF0464.geopotential number by the normal gravity value computed on the
 GF0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0464.degrees latitude (g = 980.6199 gals.).
 GF0464
 GF0464.The modeled gravity was interpolated from observed gravity values.
 GF0464
 GF0464;                    North         East    Units  Estimated Accuracy
 GF0464;SPC AR N     -   234,820.      244,780.      MT  (+/- 180 meters Scaled)
 GF0464
 GF0464                          SUPERSEDED SURVEY CONTROL
 GF0464
 GF0464  NGVD 29 (??/??/92)  313.626  (m)         1028.95   (f) ADJ UNCH    1 2
 GF0464
 GF0464.Superseded values are not recommended for survey control.
 GF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0464.See file dsdata.txt to determine how the superseded data were derived.
 GF0464
 GF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA344327(NAD 83)
 GF0464_MARKER: DB = BENCH MARK DISK
 GF0464_SETTING: 0 = UNSPECIFIED SETTING
 GF0464_STAMPING: R-5 1930
 GF0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0464
 GF0464  HISTORY     - Date     Condition        Report By
 GF0464  HISTORY     - 1930     MONUMENTED       CGS
 GF0464  HISTORY     - 1934     GOOD             NGS
 GF0464
 GF0464                          STATION DESCRIPTION
 GF0464
 GF0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0464'1.9 MI N FROM EUREKA SPRINGS.
 GF0464'ABOUT 1.9 MILES NORTH OF EUREKA SPRINGS, ALONG ST. HWY. 23
 GF0464'FROM MISSOURI AND NORTH ARKANSAS RY. STATION, 124 FEET SOUTH
 GF0464'OF HIGHWAY BRIDGE OVER CREEK, 88 FEET SOUTH OF SOUTH RAIL OF
 GF0464'MISSOURI AND NORTH ARKANSAS RY., 35 FEET EAST OF CENTERLINE OF ST.
 GF0464'HWY. 23, 3.5 FT. SOUTHEAST OF NORTHWEST CORNER OF FENCE, POST SET
 GF0464'IN CENTER OF THREE RAILWAY RAILS DRIVEN VERTICALLY IN GROUND
 GF0464'TO FORM A TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0482 ***********************************************************************
 GF0482  DESIGNATION -  R 51
 GF0482  PID         -  GF0482
 GF0482  STATE/COUNTY-  AR/MADISON
 GF0482  USGS QUAD   -  FORUM (1973)
 GF0482
 GF0482                         *CURRENT SURVEY CONTROL
 GF0482  ___________________________________________________________________
 GF0482* NAD 83(1986)-  36 08 52.     (N)    093 44 16.     (W)     SCALED    
 GF0482* NAVD 88     -       392.859  (meters)    1288.90   (feet)  ADJUSTED  
 GF0482  ___________________________________________________________________
 GF0482  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0482  DYNAMIC HT  -         392.503 (meters)    1287.74  (feet)  COMP
 GF0482  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 GF0482
 GF0482  VERT ORDER  -  SECOND    CLASS 0
 GF0482
 GF0482.The horizontal coordinates were scaled from a topographic map and have
 GF0482.an estimated accuracy of +/- 6 seconds.
 GF0482
 GF0482.The orthometric height was determined by differential leveling
 GF0482.and adjusted by the National Geodetic Survey in June 1991..
 GF0482
 GF0482.The geoid height was determined by GEOID03.
 GF0482
 GF0482.The dynamic height is computed by dividing the NAVD 88
 GF0482.geopotential number by the normal gravity value computed on the
 GF0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0482.degrees latitude (g = 980.6199 gals.).
 GF0482
 GF0482.The modeled gravity was interpolated from observed gravity values.
 GF0482
 GF0482;                    North         East    Units  Estimated Accuracy
 GF0482;SPC AR N     -   202,680.      243,620.      MT  (+/- 180 meters Scaled)
 GF0482
 GF0482                          SUPERSEDED SURVEY CONTROL
 GF0482
 GF0482  NGVD 29 (??/??/92)  392.724  (m)         1288.46   (f) ADJ UNCH    2 0
 GF0482
 GF0482.Superseded values are not recommended for survey control.
 GF0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0482.See file dsdata.txt to determine how the superseded data were derived.
 GF0482
 GF0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA336005(NAD 83)
 GF0482_MARKER: DB = BENCH MARK DISK
 GF0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0482_STAMPING: R 51 1934
 GF0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0482+STABILITY: SURFACE MOTION
 GF0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0482+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 GF0482
 GF0482  HISTORY     - Date     Condition        Report By
 GF0482  HISTORY     - 1934     MONUMENTED       CGS
 GF0482  HISTORY     - 1987     GOOD             USPSQD
 GF0482  HISTORY     - 1988     GOOD             USPSQD
 GF0482  HISTORY     - 1989     GOOD             USPSQD
 GF0482  HISTORY     - 20050402 GOOD             GEOCAC
 GF0482  HISTORY     - 20050707 GOOD             GEOCAC
 GF0482
 GF0482                          STATION DESCRIPTION
 GF0482
 GF0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0482'3.7 MI S FROM FORUM.
 GF0482'3.7 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE SCHOOL AT FORUM,
 GF0482'MADISON COUNTY, 0.2 MILE SOUTHEAST OF THE STEEL BRIDGE OVER WAR
 GF0482'EAGLE CREEK, 325 FEET NORTH OF THE FARMHOUSE OF MRS. WITHROW,
 GF0482'73 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.6 FEET
 GF0482'WEST OF THE NORTHEAST CORNER OF A BOARD FENCE, AND 1.3 FEET SOUTH
 GF0482'OF THE FENCE LINE.  A STANDARD DISK, STAMPED R 51 1934 AND SET IN
 GF0482'THE TOP OF A CONCRETE POST.
 GF0482
 GF0482                          STATION RECOVERY (1987)
 GF0482
 GF0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0482'RECOVERED IN GOOD CONDITION.
 GF0482
 GF0482                          STATION RECOVERY (1988)
 GF0482
 GF0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0482'RECOVERED IN GOOD CONDITION.
 GF0482
 GF0482                          STATION RECOVERY (1989)
 GF0482
 GF0482'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 GF0482'RECOVERED IN GOOD CONDITION.
 GF0482
 GF0482                          STATION RECOVERY (2005)
 GF0482
 GF0482'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0482'LOCATED IN THE FRONT YARD OF THE YATES RESIDENCE.  MARK IN EXCELLENT
 GF0482'SHAPE
 GF0482
 GF0482                          STATION RECOVERY (2005)
 GF0482
 GF0482'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GF0482'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1329 ***********************************************************************
 FG1329  DESIGNATION -  R 52
 FG1329  PID         -  FG1329
 FG1329  STATE/COUNTY-  AR/MADISON
 FG1329  USGS QUAD   -  ST PAUL (1973)
 FG1329
 FG1329                         *CURRENT SURVEY CONTROL
 FG1329  ___________________________________________________________________
 FG1329* NAD 83(1986)-  35 49 05.     (N)    093 48 42.     (W)     SCALED    
 FG1329* NAVD 88     -       435.942  (meters)    1430.25   (feet)  ADJUSTED  
 FG1329  ___________________________________________________________________
 FG1329  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG1329  DYNAMIC HT  -         435.529 (meters)    1428.90  (feet)  COMP
 FG1329  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 FG1329
 FG1329  VERT ORDER  -  SECOND    CLASS 0
 FG1329
 FG1329.The horizontal coordinates were scaled from a topographic map and have
 FG1329.an estimated accuracy of +/- 6 seconds.
 FG1329
 FG1329.The orthometric height was determined by differential leveling
 FG1329.and adjusted by the National Geodetic Survey in June 1991..
 FG1329
 FG1329.The geoid height was determined by GEOID03.
 FG1329
 FG1329.The dynamic height is computed by dividing the NAVD 88
 FG1329.geopotential number by the normal gravity value computed on the
 FG1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1329.degrees latitude (g = 980.6199 gals.).
 FG1329
 FG1329.The modeled gravity was interpolated from observed gravity values.
 FG1329
 FG1329;                    North         East    Units  Estimated Accuracy
 FG1329;SPC AR N     -   166,230.      236,300.      MT  (+/- 180 meters Scaled)
 FG1329
 FG1329                          SUPERSEDED SURVEY CONTROL
 FG1329
 FG1329  NGVD 29 (??/??/92)  435.808  (m)         1429.81   (f) ADJ UNCH    2 0
 FG1329
 FG1329.Superseded values are not recommended for survey control.
 FG1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1329.See file dsdata.txt to determine how the superseded data were derived.
 FG1329
 FG1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV266640(NAD 83)
 FG1329_MARKER: DB = BENCH MARK DISK
 FG1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1329_STAMPING: R 52 1934
 FG1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1329+STABILITY: SURFACE MOTION
 FG1329
 FG1329  HISTORY     - Date     Condition        Report By
 FG1329  HISTORY     - 1934     MONUMENTED       CGS
 FG1329  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1329
 FG1329                          STATION DESCRIPTION
 FG1329
 FG1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1329'1.5 MI E FROM COMBS.
 FG1329'1.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FG1329'SECTION HOUSE AT COMBS, 150 FEET WEST OF POLE 384+10, 225 FEET WEST OF
 FG1329'A CONCRETE PIPE CULVERT, 48.7 FEET NORTH OF THE CENTERLINE OF THE
 FG1329'TRACK, 36 FEET WEST OF A 2-FOOT SWEET GUM TREE, AND 1.3 FEET SOUTH OF
 FG1329'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 52 1934 AND SET IN
 FG1329'THE TOP OF A CONCRETE POST.
 FG1329
 FG1329                          STATION RECOVERY (1973)
 FG1329
 FG1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1782 ***********************************************************************
 EH1782  DESIGNATION -  R 53
 EH1782  PID         -  EH1782
 EH1782  STATE/COUNTY-  AR/JEFFERSON
 EH1782  USGS QUAD   -  SHERRILL (1971)
 EH1782
 EH1782                         *CURRENT SURVEY CONTROL
 EH1782  ___________________________________________________________________
 EH1782* NAD 83(1986)-  34 23 02.     (N)    091 57 01.     (W)     SCALED    
 EH1782* NAVD 88     -        67.623  (meters)     221.86   (feet)  ADJUSTED  
 EH1782  ___________________________________________________________________
 EH1782  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1782  DYNAMIC HT  -          67.558 (meters)     221.65  (feet)  COMP
 EH1782  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EH1782
 EH1782  VERT ORDER  -  SECOND    CLASS 0
 EH1782
 EH1782.The horizontal coordinates were scaled from a topographic map and have
 EH1782.an estimated accuracy of +/- 6 seconds.
 EH1782
 EH1782.The orthometric height was determined by differential leveling
 EH1782.and adjusted by the National Geodetic Survey in June 1991..
 EH1782
 EH1782.The geoid height was determined by GEOID03.
 EH1782
 EH1782.The dynamic height is computed by dividing the NAVD 88
 EH1782.geopotential number by the normal gravity value computed on the
 EH1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1782.degrees latitude (g = 980.6199 gals.).
 EH1782
 EH1782.The modeled gravity was interpolated from observed gravity values.
 EH1782
 EH1782;                    North         East    Units  Estimated Accuracy
 EH1782;SPC AR S     -   590,460.      404,570.      MT  (+/- 180 meters Scaled)
 EH1782
 EH1782                          SUPERSEDED SURVEY CONTROL
 EH1782
 EH1782  NGVD 29 (??/??/??)   67.663  (m)          221.99   (f) ADJUSTED    2 0
 EH1782
 EH1782.Superseded values are not recommended for survey control.
 EH1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1782.See file dsdata.txt to determine how the superseded data were derived.
 EH1782
 EH1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU965052(NAD 83)
 EH1782_MARKER: DB = BENCH MARK DISK
 EH1782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1782_SP_SET: BUILDING WALL
 EH1782_STAMPING: R 53 1934
 EH1782_MARK LOGO: CGS   
 EH1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1782+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EH1782
 EH1782  HISTORY     - Date     Condition        Report By
 EH1782  HISTORY     - 1934     MONUMENTED       CGS
 EH1782  HISTORY     - 19940222 GOOD             LOCENG
 EH1782  HISTORY     - 19980801 GOOD             NRCS
 EH1782  HISTORY     - 20020606 GOOD             USACE
 EH1782  HISTORY     - 20030317 GOOD             ARHD
 EH1782
 EH1782                          STATION DESCRIPTION
 EH1782
 EH1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1782'IN SHERRILL.
 EH1782'ABOUT 150 FEET SOUTHWEST OF CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS
 EH1782'SOUTHWESTERN RY.  4.3 FEET EAST OF CENTERLINE OF FRONT ENTRANCE TO
 EH1782'BANK.  4.1 FT. ABOVE LEVEL OF CONCRETE SIDEWALK.  BRONZE TABLET SET
 EH1782'VERTICALLY IN BRICK WALL OF BANK OF SHERRILL.
 EH1782
 EH1782                          STATION RECOVERY (1994)
 EH1782
 EH1782'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 EH1782'RECOVERED IN GOOD CONDITION BY BEN C. JARVIS ON FEBRUARY 22, 1994
 EH1782'OF SHERILL, ARKANSAS.  MARK IS LOCATED AT THE BANK OF SHERILL IN THE
 EH1782'FRONT BRICK WALL NEAR THE ENTRANCE.
 EH1782
 EH1782                          STATION RECOVERY (1998)
 EH1782
 EH1782'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH1782'RECOVERED AS DESCRIBED.
 EH1782
 EH1782                          STATION RECOVERY (2002)
 EH1782
 EH1782'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1782'RECOVERED IN GOOD CONDITION.
 EH1782
 EH1782                          STATION RECOVERY (2003)
 EH1782
 EH1782'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EH1782'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1701 ***********************************************************************
 EH1701  DESIGNATION -  R 54
 EH1701  PID         -  EH1701
 EH1701  STATE/COUNTY-  AR/ARKANSAS
 EH1701  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1701
 EH1701                         *CURRENT SURVEY CONTROL
 EH1701  ___________________________________________________________________
 EH1701* NAD 83(1986)-  34 29 39.     (N)    091 33 46.     (W)     SCALED    
 EH1701* NAVD 88     -        59.958  (meters)     196.71   (feet)  ADJUSTED  
 EH1701  ___________________________________________________________________
 EH1701  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH1701  DYNAMIC HT  -          59.900 (meters)     196.52  (feet)  COMP
 EH1701  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 EH1701
 EH1701  VERT ORDER  -  FIRST     CLASS II
 EH1701
 EH1701.The horizontal coordinates were scaled from a topographic map and have
 EH1701.an estimated accuracy of +/- 6 seconds.
 EH1701
 EH1701.The orthometric height was determined by differential leveling
 EH1701.and adjusted by the National Geodetic Survey in June 1991..
 EH1701
 EH1701.The geoid height was determined by GEOID03.
 EH1701
 EH1701.The dynamic height is computed by dividing the NAVD 88
 EH1701.geopotential number by the normal gravity value computed on the
 EH1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1701.degrees latitude (g = 980.6199 gals.).
 EH1701
 EH1701.The modeled gravity was interpolated from observed gravity values.
 EH1701
 EH1701;                    North         East    Units  Estimated Accuracy
 EH1701;SPC AR S     -   602,780.      440,160.      MT  (+/- 180 meters Scaled)
 EH1701
 EH1701                          SUPERSEDED SURVEY CONTROL
 EH1701
 EH1701  NGVD 29 (??/??/??)   59.986  (m)          196.80   (f) ADJUSTED    1 2
 EH1701
 EH1701.Superseded values are not recommended for survey control.
 EH1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1701.See file dsdata.txt to determine how the superseded data were derived.
 EH1701
 EH1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU319178(NAD 83)
 EH1701_MARKER: DB = BENCH MARK DISK
 EH1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1701_STAMPING: R 54 1934
 EH1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1701+STABILITY: SURFACE MOTION
 EH1701
 EH1701  HISTORY     - Date     Condition        Report By
 EH1701  HISTORY     - 1934     MONUMENTED       CGS
 EH1701  HISTORY     - 1954     GOOD             CGS
 EH1701  HISTORY     - 20030619 MARK NOT FOUND   USACE
 EH1701
 EH1701                          STATION DESCRIPTION
 EH1701
 EH1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1701'1.0 MI SW FROM STUTTGART.
 EH1701'1.0 MILE SOUTHWEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 EH1701'THE STATION AT STUTTGART, 96 FEET NORTHEAST OF THE CENTER OF A ROAD
 EH1701'CROSSING, 45 FEET SOUTH OF THE 10TH POLE SOUTHWEST OF MILEPOST 234, 47
 EH1701'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 25 FEET NORTH
 EH1701'OF THE CENTER LINE OF AN EAST AN WEST DIRT ROAD, 5 FEET NORTHWEST OF A
 EH1701'POWER POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 EH1701'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EH1701
 EH1701                          STATION RECOVERY (2003)
 EH1701
 EH1701'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1064 ***********************************************************************
 EH1064  DESIGNATION -  R 55
 EH1064  PID         -  EH1064
 EH1064  STATE/COUNTY-  AR/MONROE
 EH1064  USGS QUAD   -  HOLLY GROVE (1971)
 EH1064
 EH1064                         *CURRENT SURVEY CONTROL
 EH1064  ___________________________________________________________________
 EH1064* NAD 83(1986)-  34 36 04.     (N)    091 14 05.     (W)     SCALED    
 EH1064* NAVD 88     -        54.001  (meters)     177.17   (feet)  ADJUSTED  
 EH1064  ___________________________________________________________________
 EH1064  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH1064  DYNAMIC HT  -          53.950 (meters)     177.00  (feet)  COMP
 EH1064  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 EH1064
 EH1064  VERT ORDER  -  FIRST     CLASS II
 EH1064
 EH1064.The horizontal coordinates were scaled from a topographic map and have
 EH1064.an estimated accuracy of +/- 6 seconds.
 EH1064
 EH1064.The orthometric height was determined by differential leveling
 EH1064.and adjusted by the National Geodetic Survey in June 1991..
 EH1064
 EH1064.The geoid height was determined by GEOID03.
 EH1064
 EH1064.The dynamic height is computed by dividing the NAVD 88
 EH1064.geopotential number by the normal gravity value computed on the
 EH1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1064.degrees latitude (g = 980.6199 gals.).
 EH1064
 EH1064.The modeled gravity was interpolated from observed gravity values.
 EH1064
 EH1064;                    North         East    Units  Estimated Accuracy
 EH1064;SPC AR S     -   614,820.      470,200.      MT  (+/- 180 meters Scaled)
 EH1064
 EH1064                          SUPERSEDED SURVEY CONTROL
 EH1064
 EH1064  NGVD 29 (??/??/??)   54.023  (m)          177.24   (f) ADJUSTED    1 2
 EH1064
 EH1064.Superseded values are not recommended for survey control.
 EH1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1064.See file dsdata.txt to determine how the superseded data were derived.
 EH1064
 EH1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU618302(NAD 83)
 EH1064_MARKER: DB = BENCH MARK DISK
 EH1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1064_STAMPING: R 55 1935
 EH1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1064+STABILITY: SURFACE MOTION
 EH1064
 EH1064  HISTORY     - Date     Condition        Report By
 EH1064  HISTORY     - 1935     MONUMENTED       CGS
 EH1064  HISTORY     - 1955     GOOD             CGS
 EH1064  HISTORY     - 1966     MARK NOT FOUND   USGS
 EH1064
 EH1064                          STATION DESCRIPTION
 EH1064
 EH1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1064'2.05 MI NW FROM HOLLY GROVE.
 EH1064'ABOUT 2.05 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EH1064'THE STATION AT HOLLY GROVE, ABOUT 0.35 MILE EAST OF MILE POLE 357, AT
 EH1064'A FARM CROSSING, 36 3/4 FEET NORTH-NORTHEAST OF NEAR RAIL, 87 FEET
 EH1064'EAST OF CENTER OF FARM CROSSING, 66 1/2 FEET EAST-NORTHEAST AND ACROSS
 EH1064'TRACK FROM TELEPHONE POLE NO. 356/19, 7 1/2 FEET WEST OF TELEPHONE
 EH1064'POLE NO. 1471, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 EH1064'A CONCRETE POST PROJECTING 3 INCHES.
 EH1064
 EH1064                          STATION RECOVERY (1966)
 EH1064
 EH1064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EH1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0883 ***********************************************************************
 EH0883  DESIGNATION -  R 56
 EH0883  PID         -  EH0883
 EH0883  STATE/COUNTY-  AR/LEE
 EH0883  USGS QUAD   -  LA GRANGE (1982)
 EH0883
 EH0883                         *CURRENT SURVEY CONTROL
 EH0883  ___________________________________________________________________
 EH0883* NAD 83(1986)-  34 39 25.     (N)    090 44 10.     (W)     SCALED    
 EH0883* NAVD 88     -        63.198  (meters)     207.34   (feet)  ADJUSTED  
 EH0883  ___________________________________________________________________
 EH0883  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0883  DYNAMIC HT  -          63.138 (meters)     207.15  (feet)  COMP
 EH0883  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 EH0883
 EH0883  VERT ORDER  -  FIRST     CLASS II
 EH0883
 EH0883.The horizontal coordinates were scaled from a topographic map and have
 EH0883.an estimated accuracy of +/- 6 seconds.
 EH0883
 EH0883.The orthometric height was determined by differential leveling
 EH0883.and adjusted by the National Geodetic Survey in June 1991..
 EH0883
 EH0883.The geoid height was determined by GEOID03.
 EH0883
 EH0883.The dynamic height is computed by dividing the NAVD 88
 EH0883.geopotential number by the normal gravity value computed on the
 EH0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0883.degrees latitude (g = 980.6199 gals.).
 EH0883
 EH0883.The modeled gravity was interpolated from observed gravity values.
 EH0883
 EH0883;                    North         East    Units  Estimated Accuracy
 EH0883;SPC AR S     -   621,470.      515,850.      MT  (+/- 180 meters Scaled)
 EH0883
 EH0883                          SUPERSEDED SURVEY CONTROL
 EH0883
 EH0883  NGVD 29 (??/??/??)   63.216  (m)          207.40   (f) ADJUSTED    1 2
 EH0883
 EH0883.Superseded values are not recommended for survey control.
 EH0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0883.See file dsdata.txt to determine how the superseded data were derived.
 EH0883
 EH0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU074373(NAD 83)
 EH0883_MARKER: DB = BENCH MARK DISK
 EH0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0883_STAMPING: R 56 1935
 EH0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0883+STABILITY: SURFACE MOTION
 EH0883
 EH0883  HISTORY     - Date     Condition        Report By
 EH0883  HISTORY     - 1935     MONUMENTED       CGS
 EH0883  HISTORY     - 1956     GOOD             CGS
 EH0883  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0883
 EH0883                          STATION DESCRIPTION
 EH0883
 EH0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0883'IN LA GRANGE.
 EH0883'AT LA GRANGE, ALONG THE MISSOURI PACIFIC RAILROAD, 141 FEET
 EH0883'SOUTH-SOUTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND AN EAST-WEST
 EH0883'GRAVEL ROAD, 21 FEET WEST OF WEST RAIL OF A SIDE TRACK, 36 FEET WEST
 EH0883'OF WEST RAIL OF MAIN TRACK, 91 FEET NORTH-NORTHWEST OF NORTHWEST
 EH0883'CORNER OF MAIN TRACK TRESTLE NO. 3212, 65 1/2 FEET SOUTHWEST AND
 EH0883'ACROSS TRACK FROM STATION SIGN, 3 1/2 FEET WEST OF TELEPHONE POLE NO.
 EH0883'3185, ABOUT 2 1/2 FEET BELOW LEVEL OF MAIN TRACK, AND SET IN THE TOP
 EH0883'OF A CONCRETE POST PROJECTING 2 INCHES. NORE-- THE CONCRETE PORTION OF
 EH0883'TOP OF POST HAS BEEN CHIPPED OFF TO THE SIZE OF DISK.  THE DISK AND
 EH0883'POST APPEAR TO BE SOLID AND APPARENTLY HAVE NOT BEEN DISTURBED.
 EH0883'NOTE-- PROBABLY DESTROYED.  SITE IS NOW USED FOR GRAVEL STORAGE.
 EH0883
 EH0883                          STATION RECOVERY (1978)
 EH0883
 EH0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1307 ***********************************************************************
 EH1307  DESIGNATION -  R 57 RESET
 EH1307  PID         -  EH1307
 EH1307  STATE/COUNTY-  AR/ARKANSAS
 EH1307  USGS QUAD   -  ARKANSAS POST (1972)
 EH1307
 EH1307                         *CURRENT SURVEY CONTROL
 EH1307  ___________________________________________________________________
 EH1307* NAD 83(1986)-  34 03 40.     (N)    091 22 22.     (W)     SCALED    
 EH1307* NAVD 88     -        54.864  (meters)     180.00   (feet)  ADJUSTED  
 EH1307  ___________________________________________________________________
 EH1307  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EH1307  DYNAMIC HT  -          54.810 (meters)     179.82  (feet)  COMP
 EH1307  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 EH1307
 EH1307  VERT ORDER  -  FIRST     CLASS II
 EH1307
 EH1307.The horizontal coordinates were scaled from a topographic map and have
 EH1307.an estimated accuracy of +/- 6 seconds.
 EH1307
 EH1307.The orthometric height was determined by differential leveling
 EH1307.and adjusted by the National Geodetic Survey in June 1991..
 EH1307
 EH1307.The geoid height was determined by GEOID03.
 EH1307
 EH1307.The dynamic height is computed by dividing the NAVD 88
 EH1307.geopotential number by the normal gravity value computed on the
 EH1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1307.degrees latitude (g = 980.6199 gals.).
 EH1307
 EH1307.The modeled gravity was interpolated from observed gravity values.
 EH1307
 EH1307;                    North         East    Units  Estimated Accuracy
 EH1307;SPC AR S     -   554,840.      457,900.      MT  (+/- 180 meters Scaled)
 EH1307
 EH1307                          SUPERSEDED SURVEY CONTROL
 EH1307
 EH1307  NGVD 29 (??/??/??)   54.925  (m)          180.20   (f) ADJUSTED    1 2
 EH1307
 EH1307.Superseded values are not recommended for survey control.
 EH1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1307.See file dsdata.txt to determine how the superseded data were derived.
 EH1307
 EH1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501701(NAD 83)
 EH1307_MARKER: DB = BENCH MARK DISK
 EH1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1307_STAMPING: R 57 1935 RESET 1955
 EH1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1307+STABILITY: SURFACE MOTION
 EH1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1307+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003
 EH1307
 EH1307  HISTORY     - Date     Condition        Report By
 EH1307  HISTORY     - 1955     MONUMENTED       CGS
 EH1307  HISTORY     - 1976     GOOD             NGS
 EH1307  HISTORY     - 20030417 GOOD             USACE
 EH1307
 EH1307                          STATION DESCRIPTION
 EH1307
 EH1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1307'4.0 MI S FROM GILLETT.
 EH1307'4.0 MILES SOUTH ALONG THE STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1307'SOUTHWESTERN RAILROAD STATION AT GILLETT, 126 FEET EAST OF THE CENTER
 EH1307'LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF A ROAD
 EH1307'LEADING EAST, 3 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A NORTH
 EH1307'AND SOUTH FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 EH1307'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EH1307
 EH1307                          STATION RECOVERY (1976)
 EH1307
 EH1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1307'RECOVERED IN GOOD CONDITION.
 EH1307
 EH1307                          STATION RECOVERY (2003)
 EH1307
 EH1307'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0051 ***********************************************************************
 EK0051  DESIGNATION -  R 58
 EK0051  PID         -  EK0051
 EK0051  STATE/COUNTY-  AR/POLK
 EK0051  USGS QUAD   -  MOUNTAIN FORK (1979)
 EK0051
 EK0051                         *CURRENT SURVEY CONTROL
 EK0051  ___________________________________________________________________
 EK0051* NAD 83(1986)-  34 42 20.     (N)    094 26 16.     (W)     SCALED    
 EK0051* NAVD 88     -       392.928  (meters)    1289.13   (feet)  ADJUSTED  
 EK0051  ___________________________________________________________________
 EK0051  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EK0051  DYNAMIC HT  -         392.498 (meters)    1287.72  (feet)  COMP
 EK0051  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 EK0051
 EK0051  VERT ORDER  -  SECOND    CLASS 0
 EK0051
 EK0051.The horizontal coordinates were scaled from a topographic map and have
 EK0051.an estimated accuracy of +/- 6 seconds.
 EK0051
 EK0051.The orthometric height was determined by differential leveling
 EK0051.and adjusted by the National Geodetic Survey in June 1991..
 EK0051
 EK0051.The geoid height was determined by GEOID03.
 EK0051
 EK0051.The dynamic height is computed by dividing the NAVD 88
 EK0051.geopotential number by the normal gravity value computed on the
 EK0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0051.degrees latitude (g = 980.6199 gals.).
 EK0051
 EK0051.The modeled gravity was interpolated from observed gravity values.
 EK0051
 EK0051;                    North         East    Units  Estimated Accuracy
 EK0051;SPC AR S     -   628,800.      176,690.      MT  (+/- 180 meters Scaled)
 EK0051
 EK0051                          SUPERSEDED SURVEY CONTROL
 EK0051
 EK0051  NGVD 29 (??/??/92)  392.800  (m)         1288.71   (f) ADJ UNCH    2 0
 EK0051
 EK0051.Superseded values are not recommended for survey control.
 EK0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0051.See file dsdata.txt to determine how the superseded data were derived.
 EK0051
 EK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU683413(NAD 83)
 EK0051_MARKER: DB = BENCH MARK DISK
 EK0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0051_STAMPING: R 58 1934
 EK0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0051+STABILITY: SURFACE MOTION
 EK0051
 EK0051  HISTORY     - Date     Condition        Report By
 EK0051  HISTORY     - 1934     MONUMENTED       CGS
 EK0051  HISTORY     - 1961     GOOD             NGS
 EK0051
 EK0051                          STATION DESCRIPTION
 EK0051
 EK0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0051'AT HOWARD.
 EK0051'IN THE TOWN OF HOWARD.  51 FEET NORTHEAST OF CENTERLINE OF KANSAS
 EK0051'CITY SOUTHERN R.R. MAIN LINE TRACK, 35 FEET WEST OF CORNER
 EK0051'OF SEXTON RESIDENCE, 8 FEET SOUTHWEST OF COTTONWOOD TREE 1.4
 EK0051'FT. IN DIAMETER AT BASE, 1 FT. OUTSIDE YARD FENCE.  TABLET SET
 EK0051'IN PRECAST CONCRETE POST.
 EK0051
 EK0051                          STATION RECOVERY (1961)
 EK0051
 EK0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0115 ***********************************************************************
 GF0115  DESIGNATION -  R 6
 GF0115  PID         -  GF0115
 GF0115  STATE/COUNTY-  AR/SEARCY
 GF0115  USGS QUAD   -  ST JOE (1967)
 GF0115
 GF0115                         *CURRENT SURVEY CONTROL
 GF0115  ___________________________________________________________________
 GF0115* NAD 83(1986)-  36 02 13.     (N)    092 49 16.     (W)     SCALED    
 GF0115* NAVD 88     -       247.698  (meters)     812.66   (feet)  ADJUSTED  
 GF0115  ___________________________________________________________________
 GF0115  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GF0115  DYNAMIC HT  -         247.475 (meters)     811.92  (feet)  COMP
 GF0115  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GF0115
 GF0115  VERT ORDER  -  FIRST     CLASS II
 GF0115
 GF0115.The horizontal coordinates were scaled from a topographic map and have
 GF0115.an estimated accuracy of +/- 6 seconds.
 GF0115
 GF0115.The orthometric height was determined by differential leveling
 GF0115.and adjusted by the National Geodetic Survey in June 1991..
 GF0115
 GF0115.The geoid height was determined by GEOID03.
 GF0115
 GF0115.The dynamic height is computed by dividing the NAVD 88
 GF0115.geopotential number by the normal gravity value computed on the
 GF0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0115.degrees latitude (g = 980.6199 gals.).
 GF0115
 GF0115.The modeled gravity was interpolated from observed gravity values.
 GF0115
 GF0115;                    North         East    Units  Estimated Accuracy
 GF0115;SPC AR N     -   189,310.      326,000.      MT  (+/- 180 meters Scaled)
 GF0115
 GF0115                          SUPERSEDED SURVEY CONTROL
 GF0115
 GF0115  NGVD 29 (??/??/92)  247.571  (m)          812.24   (f) ADJ UNCH    1 2
 GF0115
 GF0115.Superseded values are not recommended for survey control.
 GF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0115.See file dsdata.txt to determine how the superseded data were derived.
 GF0115
 GF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV161880(NAD 83)
 GF0115_MARKER: DB = BENCH MARK DISK
 GF0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0115_STAMPING: R-6 1931
 GF0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0115+STABILITY: SURFACE MOTION
 GF0115
 GF0115  HISTORY     - Date     Condition        Report By
 GF0115  HISTORY     - 1931     MONUMENTED       CGS
 GF0115  HISTORY     - 1935     GOOD             NGS
 GF0115
 GF0115                          STATION DESCRIPTION
 GF0115
 GF0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0115'1.3 MI NW FROM ST JOE.
 GF0115'1.3 MILE NORTHWEST FROM RY. STATION AT ST. JOE, SEARCY COUNTY,
 GF0115'ARK., ON RIGHT OF WAY OF MISSOURI AND NORTH ARKANSAS RY., 190
 GF0115'FEET SOUTHEAST OF MILEPOST 154, ON RAILROAD BRIDGE, IN NORTHEAST
 GF0115'CORNER OF NORTHWEST PIER, ABOUT 4 FEET BELOW SURFACE OF TRACK,
 GF0115'A STANDARD TABLET CEMENTED IN HORIZONTAL SURFACE OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0124 ***********************************************************************
 DM0124  DESIGNATION -  R 60
 DM0124  PID         -  DM0124
 DM0124  STATE/COUNTY-  AR/SEVIER
 DM0124  USGS QUAD   -  LOCKESBURG (1978)
 DM0124
 DM0124                         *CURRENT SURVEY CONTROL
 DM0124  ___________________________________________________________________
 DM0124* NAD 83(1986)-  33 57 58.     (N)    094 09 58.     (W)     SCALED    
 DM0124* NAVD 88     -       132.853  (meters)     435.87   (feet)  ADJUSTED  
 DM0124  ___________________________________________________________________
 DM0124  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DM0124  DYNAMIC HT  -         132.718 (meters)     435.43  (feet)  COMP
 DM0124  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 DM0124
 DM0124  VERT ORDER  -  SECOND    CLASS 0
 DM0124
 DM0124.The horizontal coordinates were scaled from a topographic map and have
 DM0124.an estimated accuracy of +/- 6 seconds.
 DM0124
 DM0124.The orthometric height was determined by differential leveling
 DM0124.and adjusted by the National Geodetic Survey in June 1991..
 DM0124
 DM0124.The geoid height was determined by GEOID03.
 DM0124
 DM0124.The dynamic height is computed by dividing the NAVD 88
 DM0124.geopotential number by the normal gravity value computed on the
 DM0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0124.degrees latitude (g = 980.6199 gals.).
 DM0124
 DM0124.The modeled gravity was interpolated from observed gravity values.
 DM0124
 DM0124;                    North         East    Units  Estimated Accuracy
 DM0124;SPC AR S     -   546,240.      199,840.      MT  (+/- 180 meters Scaled)
 DM0124
 DM0124                          SUPERSEDED SURVEY CONTROL
 DM0124
 DM0124  NGVD 29 (??/??/92)  132.802  (m)          435.70   (f) ADJ UNCH    2 0
 DM0124
 DM0124.Superseded values are not recommended for survey control.
 DM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0124.See file dsdata.txt to determine how the superseded data were derived.
 DM0124
 DM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT922590(NAD 83)
 DM0124_MARKER: DB = BENCH MARK DISK
 DM0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0124_SP_SET: BUILDING
 DM0124_STAMPING: R-60 1934
 DM0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0124
 DM0124  HISTORY     - Date     Condition        Report By
 DM0124  HISTORY     - 1934     MONUMENTED       CGS
 DM0124  HISTORY     - 1962     GOOD             NGS
 DM0124
 DM0124                          STATION DESCRIPTION
 DM0124
 DM0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0124'IN LOCKESBURG.
 DM0124'IN THE TOWN VERTICAL BRONZE TABLET IN NORTH WALL OF LOCKESBURG
 DM0124'SCHOOL, 49.3 FEET SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE WELL
 DM0124'CURB, 36.5 FEET WEST OF CENTERLINE OF NORTH MAIN ENTRANCE TO
 DM0124'SCHOOL, 4.1 FEET ABOVE GROUND, 3.1 FEET EAST OF NORTHWEST CORNER
 DM0124'OF BLDG.
 DM0124
 DM0124                          STATION RECOVERY (1962)
 DM0124
 DM0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0117 ***********************************************************************
 DM0117  DESIGNATION -  R 61
 DM0117  PID         -  DM0117
 DM0117  STATE/COUNTY-  AR/LITTLE RIVER
 DM0117  USGS QUAD   -  ASHDOWN EAST (1975)
 DM0117
 DM0117                         *CURRENT SURVEY CONTROL
 DM0117  ___________________________________________________________________
 DM0117* NAD 83(1986)-  33 42 34.     (N)    094 05 08.     (W)     SCALED    
 DM0117* NAVD 88     -        86.674  (meters)     284.36   (feet)  ADJUSTED  
 DM0117  ___________________________________________________________________
 DM0117  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DM0117  DYNAMIC HT  -          86.585 (meters)     284.07  (feet)  COMP
 DM0117  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 DM0117
 DM0117  VERT ORDER  -  SECOND    CLASS 0
 DM0117
 DM0117.The horizontal coordinates were scaled from a topographic map and have
 DM0117.an estimated accuracy of +/- 6 seconds.
 DM0117
 DM0117.The orthometric height was determined by differential leveling
 DM0117.and adjusted by the National Geodetic Survey in June 1991..
 DM0117
 DM0117.The geoid height was determined by GEOID03.
 DM0117
 DM0117.The dynamic height is computed by dividing the NAVD 88
 DM0117.geopotential number by the normal gravity value computed on the
 DM0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0117.degrees latitude (g = 980.6199 gals.).
 DM0117
 DM0117.The modeled gravity was interpolated from observed gravity values.
 DM0117
 DM0117;                    North         East    Units  Estimated Accuracy
 DM0117;SPC AR S     -   517,630.      206,700.      MT  (+/- 180 meters Scaled)
 DM0117
 DM0117                          SUPERSEDED SURVEY CONTROL
 DM0117
 DM0117  NGVD 29 (??/??/92)   86.684  (m)          284.40   (f) ADJ UNCH    2 0
 DM0117
 DM0117.Superseded values are not recommended for survey control.
 DM0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0117.See file dsdata.txt to determine how the superseded data were derived.
 DM0117
 DM0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT994304(NAD 83)
 DM0117_MARKER: DB = BENCH MARK DISK
 DM0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0117_STAMPING: R 61 1934
 DM0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0117+STABILITY: SURFACE MOTION
 DM0117
 DM0117  HISTORY     - Date     Condition        Report By
 DM0117  HISTORY     - 1934     MONUMENTED       CGS
 DM0117  HISTORY     - 1962     GOOD             NGS
 DM0117  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0117
 DM0117                          STATION DESCRIPTION
 DM0117
 DM0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DM0117'4.1 MI NE FROM ASHDOWN.
 DM0117'4.1 MILES NORTHEAST ALONG THE GRAYSONIA, NASHVILLE AND ASHDOWN
 DM0117'RAILROAD FROM THE COUNTY COURTHOUSE AT ASHDOWN, LITTLE RIVER COUNTY,
 DM0117'0.1 MILE SOUTH OF MILEPOST 4, AT THE SOUTH END OF A LONG TANGENT, 150
 DM0117'FEET NORTH OF THE NORTH END OF A CUT THROUGH RED CLAY, 35.3 FEET EAST
 DM0117'OF THE TRACK, 45.2 FEET NORTHWEST OF A LONE 1.2-FOOT PINE TREE, 4.5
 DM0117'FEET NORTH OF A POLE, AND 3 FEET LOWER THAN THE RAIL.  A STANDARD
 DM0117'DISK, STAMPED R 61 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DM0117
 DM0117                          STATION RECOVERY (1985)
 DM0117
 DM0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0117'NOT SEARCHED FOR, RAILROAD HAS BEEN REMOVED, INACCESSIBLE ROADS THIS
 DM0117'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1039 ***********************************************************************
 DL1039  DESIGNATION -  R 62
 DL1039  PID         -  DL1039
 DL1039  STATE/COUNTY-  AR/HEMPSTEAD
 DL1039  USGS QUAD   -  SHEPPARD (1978)
 DL1039
 DL1039                         *CURRENT SURVEY CONTROL
 DL1039  ___________________________________________________________________
 DL1039* NAD 83(1986)-  33 43 40.     (N)    093 38 39.     (W)     SCALED    
 DL1039* NAVD 88     -       102.815  (meters)     337.32   (feet)  ADJUSTED  
 DL1039  ___________________________________________________________________
 DL1039  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL1039  DYNAMIC HT  -         102.707 (meters)     336.96  (feet)  COMP
 DL1039  MODELED GRAV-     979,588.7   (mgal)                       NAVD 88
 DL1039
 DL1039  VERT ORDER  -  SECOND    CLASS 0
 DL1039
 DL1039.The horizontal coordinates were scaled from a topographic map and have
 DL1039.an estimated accuracy of +/- 6 seconds.
 DL1039
 DL1039.The orthometric height was determined by differential leveling
 DL1039.and adjusted by the National Geodetic Survey in June 1991..
 DL1039
 DL1039.The geoid height was determined by GEOID03.
 DL1039
 DL1039.The dynamic height is computed by dividing the NAVD 88
 DL1039.geopotential number by the normal gravity value computed on the
 DL1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1039.degrees latitude (g = 980.6199 gals.).
 DL1039
 DL1039.The modeled gravity was interpolated from observed gravity values.
 DL1039
 DL1039;                    North         East    Units  Estimated Accuracy
 DL1039;SPC AR S     -   518,910.      247,640.      MT  (+/- 180 meters Scaled)
 DL1039
 DL1039                          SUPERSEDED SURVEY CONTROL
 DL1039
 DL1039  NGVD 29 (??/??/92)  102.824  (m)          337.35   (f) ADJ UNCH    2 0
 DL1039
 DL1039.Superseded values are not recommended for survey control.
 DL1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1039.See file dsdata.txt to determine how the superseded data were derived.
 DL1039
 DL1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT403321(NAD 83)
 DL1039_MARKER: DB = BENCH MARK DISK
 DL1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1039_STAMPING: R 62 1935
 DL1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1039+STABILITY: SURFACE MOTION
 DL1039
 DL1039  HISTORY     - Date     Condition        Report By
 DL1039  HISTORY     - 1935     MONUMENTED       CGS
 DL1039  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL1039
 DL1039                          STATION DESCRIPTION
 DL1039
 DL1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1039'4.1 MI SE FROM WASHINGTON.
 DL1039'4.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1039'STATION AT WASHINGTON, HEMPSTEAD COUNTY, 0.8 MILE NORTHEAST OF AN
 DL1039'AIRWAY BEACON, 0.3 MILE NORTH OF TRESTLE NO. 7, 5 FEET WEST OF THE
 DL1039'FIRST POLE SOUTH OF MILEPOST 463, 156 FEET NORTH OF A DIVISION FENCE,
 DL1039'22 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 6.8 FEET WEST OF THE
 DL1039'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 62 1935 AND SET IN THE
 DL1039'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0936 ***********************************************************************
 DL0936  DESIGNATION -  R 63
 DL0936  PID         -  DL0936
 DL0936  STATE/COUNTY-  AR/MILLER
 DL0936  USGS QUAD   -  HOMAN (1975)
 DL0936
 DL0936                         *CURRENT SURVEY CONTROL
 DL0936  ___________________________________________________________________
 DL0936* NAD 83(1986)-  33 31 46.     (N)    093 54 47.     (W)     SCALED    
 DL0936* NAVD 88     -        80.820  (meters)     265.16   (feet)  ADJUSTED  
 DL0936  ___________________________________________________________________
 DL0936  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL0936  DYNAMIC HT  -          80.735 (meters)     264.88  (feet)  COMP
 DL0936  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DL0936
 DL0936  VERT ORDER  -  SECOND    CLASS 0
 DL0936
 DL0936.The horizontal coordinates were scaled from a topographic map and have
 DL0936.an estimated accuracy of +/- 6 seconds.
 DL0936
 DL0936.The orthometric height was determined by differential leveling
 DL0936.and adjusted by the National Geodetic Survey in June 1991..
 DL0936
 DL0936.The geoid height was determined by GEOID03.
 DL0936
 DL0936.The dynamic height is computed by dividing the NAVD 88
 DL0936.geopotential number by the normal gravity value computed on the
 DL0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0936.degrees latitude (g = 980.6199 gals.).
 DL0936
 DL0936.The modeled gravity was interpolated from observed gravity values.
 DL0936
 DL0936;                    North         East    Units  Estimated Accuracy
 DL0936;SPC AR S     -   497,350.      222,310.      MT  (+/- 180 meters Scaled)
 DL0936
 DL0936                          SUPERSEDED SURVEY CONTROL
 DL0936
 DL0936  NGVD 29 (??/??/92)   80.840  (m)          265.22   (f) ADJ UNCH    2 0
 DL0936
 DL0936.Superseded values are not recommended for survey control.
 DL0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0936.See file dsdata.txt to determine how the superseded data were derived.
 DL0936
 DL0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT152103(NAD 83)
 DL0936_MARKER: DB = BENCH MARK DISK
 DL0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0936_STAMPING: R-63 1935
 DL0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0936+STABILITY: SURFACE MOTION
 DL0936
 DL0936  HISTORY     - Date     Condition        Report By
 DL0936  HISTORY     - 1935     MONUMENTED       CGS
 DL0936  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0936  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DL0936
 DL0936                          STATION DESCRIPTION
 DL0936
 DL0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0936'0.9 MI NE FROM CLEAR LAKE JCT.
 DL0936'0.9 MILE NORTHEAST OF, ALONG M.P.R.R. FROM STATION.  ABOUT 144 FEET
 DL0936'SOUTH OF M.P.479-30.  75.7 FEET WEST OF WEST CORNER OF FRED KULL FARM
 DL0936'HOUSE.  45.5 FEET SOUTHEAST OF CENTERLINE OF M.P.R.R. TRACK.  26.6
 DL0936'FEET SOUTHWEST OF CENTERLINE OF CROSS ROAD AND GATEWAY.  15.2 FEET
 DL0936'EAST OF BELL TELEPHONE POLE.  2.1 FT. SOUTHEAST OF R/W FENCE.  TABLET
 DL0936'SET IN PRECAST CONCRETE POST.
 DL0936
 DL0936                          STATION RECOVERY (1963)
 DL0936
 DL0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0936'MARK NOT FOUND.
 DL0936
 DL0936                          STATION RECOVERY (1997)
 DL0936
 DL0936'RECOVERY NOTE BY US POWER SQUADRON 1997
 DL0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0485 ***********************************************************************
 DL0485  DESIGNATION -  R 64
 DL0485  PID         -  DL0485
 DL0485  STATE/COUNTY-  AR/NEVADA
 DL0485  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0485
 DL0485                         *CURRENT SURVEY CONTROL
 DL0485  ___________________________________________________________________
 DL0485* NAD 83(1986)-  33 51 00.     (N)    093 19 31.     (W)     SCALED    
 DL0485* NAVD 88     -        71.792  (meters)     235.54   (feet)  ADJUSTED  
 DL0485  ___________________________________________________________________
 DL0485  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DL0485  DYNAMIC HT  -          71.718 (meters)     235.29  (feet)  COMP
 DL0485  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 DL0485
 DL0485  VERT ORDER  -  SECOND    CLASS 0
 DL0485
 DL0485.The horizontal coordinates were scaled from a topographic map and have
 DL0485.an estimated accuracy of +/- 6 seconds.
 DL0485
 DL0485.The orthometric height was determined by differential leveling
 DL0485.and adjusted by the National Geodetic Survey in June 1991..
 DL0485
 DL0485.The geoid height was determined by GEOID03.
 DL0485
 DL0485.The dynamic height is computed by dividing the NAVD 88
 DL0485.geopotential number by the normal gravity value computed on the
 DL0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0485.degrees latitude (g = 980.6199 gals.).
 DL0485
 DL0485.The modeled gravity was interpolated from observed gravity values.
 DL0485
 DL0485;                    North         East    Units  Estimated Accuracy
 DL0485;SPC AR S     -   532,040.      277,360.      MT  (+/- 180 meters Scaled)
 DL0485
 DL0485                          SUPERSEDED SURVEY CONTROL
 DL0485
 DL0485  NGVD 29 (??/??/92)   71.794  (m)          235.54   (f) ADJ UNCH    2 0
 DL0485
 DL0485.Superseded values are not recommended for survey control.
 DL0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0485.See file dsdata.txt to determine how the superseded data were derived.
 DL0485
 DL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT699455(NAD 83)
 DL0485_MARKER: DB = BENCH MARK DISK
 DL0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0485_STAMPING: R-64 1935
 DL0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0485+STABILITY: SURFACE MOTION
 DL0485
 DL0485  HISTORY     - Date     Condition        Report By
 DL0485  HISTORY     - 1935     MONUMENTED       CGS
 DL0485  HISTORY     - 1963     GOOD             NGS
 DL0485
 DL0485                          STATION DESCRIPTION
 DL0485
 DL0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0485'IN BOUGHTON.
 DL0485'294 FEET SOUTHWEST OF CENTERLINE OF CROSS ROAD.  240 FEET NORTHEAST OF
 DL0485'R/R. WATER TANK.  53.8 FEET NORTHWEST OF CENTERLINE OF MISSOURI
 DL0485'PACIFIC R.R. MAIN LINE TRACK.  9 FEET NORTHWEST OF NORTH CORNER OF
 DL0485'BOUGHTON DEPOT.  3.6 FEET SOUTHWEST OF FIFTH TELEGRAPH POLE NORTHEAST
 DL0485'OF M.P. 437-30.  TABLET SET IN PRECAST CONCRETE POST.
 DL0485
 DL0485                          STATION RECOVERY (1963)
 DL0485
 DL0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1065 ***********************************************************************
 DK1065  DESIGNATION -  R 65
 DK1065  PID         -  DK1065
 DK1065  STATE/COUNTY-  AR/CHICOT
 DK1065  USGS QUAD   -  READLAND (1970)
 DK1065
 DK1065                         *CURRENT SURVEY CONTROL
 DK1065  ___________________________________________________________________
 DK1065* NAD 83(1986)-  33 05 49.     (N)    091 13 50.     (W)     SCALED    
 DK1065* NAVD 88     -        33.645  (meters)     110.38   (feet)  ADJUSTED  
 DK1065  ___________________________________________________________________
 DK1065  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK1065  DYNAMIC HT  -          33.610 (meters)     110.27  (feet)  COMP
 DK1065  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 DK1065
 DK1065  VERT ORDER  -  SECOND    CLASS 0
 DK1065
 DK1065.The horizontal coordinates were scaled from a topographic map and have
 DK1065.an estimated accuracy of +/- 6 seconds.
 DK1065
 DK1065.The orthometric height was determined by differential leveling
 DK1065.and adjusted by the National Geodetic Survey in June 1991..
 DK1065
 DK1065.The geoid height was determined by GEOID03.
 DK1065
 DK1065.The dynamic height is computed by dividing the NAVD 88
 DK1065.geopotential number by the normal gravity value computed on the
 DK1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1065.degrees latitude (g = 980.6199 gals.).
 DK1065
 DK1065.The modeled gravity was interpolated from observed gravity values.
 DK1065
 DK1065;                    North         East    Units  Estimated Accuracy
 DK1065;SPC AR S     -   448,000.      471,830.      MT  (+/- 180 meters Scaled)
 DK1065
 DK1065                          SUPERSEDED SURVEY CONTROL
 DK1065
 DK1065  NGVD 29 (??/??/??)   33.733  (m)          110.67   (f) ADJUSTED    2 0
 DK1065
 DK1065.Superseded values are not recommended for survey control.
 DK1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1065.See file dsdata.txt to determine how the superseded data were derived.
 DK1065
 DK1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS651634(NAD 83)
 DK1065_MARKER: DB = BENCH MARK DISK
 DK1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1065_STAMPING: R-65 1935
 DK1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1065+STABILITY: SURFACE MOTION
 DK1065
 DK1065  HISTORY     - Date     Condition        Report By
 DK1065  HISTORY     - 1935     MONUMENTED       CGS
 DK1065
 DK1065                          STATION DESCRIPTION
 DK1065
 DK1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1065'2.4 MI SE FROM EUDORA.
 DK1065'2.4 MILES SOUTHEAST OF, ALONG U.S. HWY. 65, FROM CITY HALL.  192 FEET
 DK1065'SOUTHWEST OF ELM TREE 5 FT. IN DIAMETER AT BASE.  33 FEET NORTH OF
 DK1065'CENTERLINE OF U.S. HWY. 65.  69 FEET EAST OF CENTERLINE OF DRIVEWAY
 DK1065'INTO R.H. MYER FARM.  29 FEET SOUTH OF CENTERLINE OF U.S. HWY. 65. 8.5
 DK1065'FEET EAST OF POWER LINE POLE.  1.3 FEET SOUTH OF FENCE. TABLET SET IN
 DK1065'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0577 ***********************************************************************
 FG0577  DESIGNATION -  R 66
 FG0577  PID         -  FG0577
 FG0577  STATE/COUNTY-  AR/POPE
 FG0577  USGS QUAD   -  SOLO (1980)
 FG0577
 FG0577                         *CURRENT SURVEY CONTROL
 FG0577  ___________________________________________________________________
 FG0577* NAD 83(1986)-  35 34 40.     (N)    092 58 33.     (W)     SCALED    
 FG0577* NAVD 88     -       442.387  (meters)    1451.40   (feet)  ADJUSTED  
 FG0577  ___________________________________________________________________
 FG0577  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FG0577  DYNAMIC HT  -         441.954 (meters)    1449.98  (feet)  COMP
 FG0577  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 FG0577
 FG0577  VERT ORDER  -  SECOND    CLASS 0
 FG0577
 FG0577.The horizontal coordinates were scaled from a topographic map and have
 FG0577.an estimated accuracy of +/- 6 seconds.
 FG0577
 FG0577.The orthometric height was determined by differential leveling
 FG0577.and adjusted by the National Geodetic Survey in June 1991..
 FG0577
 FG0577.The geoid height was determined by GEOID03.
 FG0577
 FG0577.The dynamic height is computed by dividing the NAVD 88
 FG0577.geopotential number by the normal gravity value computed on the
 FG0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0577.degrees latitude (g = 980.6199 gals.).
 FG0577
 FG0577.The modeled gravity was interpolated from observed gravity values.
 FG0577
 FG0577;                    North         East    Units  Estimated Accuracy
 FG0577;SPC AR N     -   138,500.      311,560.      MT  (+/- 180 meters Scaled)
 FG0577
 FG0577                          SUPERSEDED SURVEY CONTROL
 FG0577
 FG0577  NGVD 29 (??/??/92)  442.322  (m)         1451.18   (f) ADJ UNCH    2 0
 FG0577
 FG0577.Superseded values are not recommended for survey control.
 FG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0577.See file dsdata.txt to determine how the superseded data were derived.
 FG0577
 FG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV021371(NAD 83)
 FG0577_MARKER: DB = BENCH MARK DISK
 FG0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0577_STAMPING: R 66 1935
 FG0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0577+STABILITY: SURFACE MOTION
 FG0577
 FG0577  HISTORY     - Date     Condition        Report By
 FG0577  HISTORY     - 1935     MONUMENTED       CGS
 FG0577
 FG0577                          STATION DESCRIPTION
 FG0577
 FG0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0577'1.1 MI S FROM SOLO.
 FG0577'1.1 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE E. A. UNDERHILL
 FG0577'RESIDENCE AT SOLO, POPE COUNTY, 90 FEET NORTH OF THE JUNCTION OF THE
 FG0577'MOTORWAY ROAD, 27 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET
 FG0577'NORTHEAST OF THE CENTERLINE OF THE ROAD, 59 FEET SOUTHWEST OF A POLE
 FG0577'WITH A BRACE, AND 10 FEET NORTH OF A BLAZED 12-INCH PINE TREE.  A
 FG0577'STANDARD DISK, STAMPED R 66 1935 AND SET IN THE TOP OF A CONCRETE
 FG0577'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0462 ***********************************************************************
 FG0462  DESIGNATION -  R 67
 FG0462  PID         -  FG0462
 FG0462  STATE/COUNTY-  AR/CONWAY
 FG0462  USGS QUAD   -  JERUSALEM (1990)
 FG0462
 FG0462                         *CURRENT SURVEY CONTROL
 FG0462  ___________________________________________________________________
 FG0462* NAD 83(1986)-  35 24 39.     (N)    092 47 05.     (W)     SCALED    
 FG0462* NAVD 88     -       171.061  (meters)     561.22   (feet)  ADJUSTED  
 FG0462  ___________________________________________________________________
 FG0462  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FG0462  DYNAMIC HT  -         170.900 (meters)     560.69  (feet)  COMP
 FG0462  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 FG0462
 FG0462  VERT ORDER  -  SECOND    CLASS 0
 FG0462
 FG0462.The horizontal coordinates were scaled from a topographic map and have
 FG0462.an estimated accuracy of +/- 6 seconds.
 FG0462
 FG0462.The orthometric height was determined by differential leveling
 FG0462.and adjusted by the National Geodetic Survey in June 1991..
 FG0462
 FG0462.The geoid height was determined by GEOID03.
 FG0462
 FG0462.The dynamic height is computed by dividing the NAVD 88
 FG0462.geopotential number by the normal gravity value computed on the
 FG0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0462.degrees latitude (g = 980.6199 gals.).
 FG0462
 FG0462.The modeled gravity was interpolated from observed gravity values.
 FG0462
 FG0462;                    North         East    Units  Estimated Accuracy
 FG0462;SPC AR N     -   119,820.      328,730.      MT  (+/- 180 meters Scaled)
 FG0462
 FG0462                          SUPERSEDED SURVEY CONTROL
 FG0462
 FG0462  NGVD 29 (??/??/92)  171.047  (m)          561.18   (f) ADJ UNCH    2 0
 FG0462
 FG0462.Superseded values are not recommended for survey control.
 FG0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0462.See file dsdata.txt to determine how the superseded data were derived.
 FG0462
 FG0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV195186(NAD 83)
 FG0462_MARKER: DB = BENCH MARK DISK
 FG0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0462_STAMPING: R 67 1935
 FG0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0462+STABILITY: SURFACE MOTION
 FG0462
 FG0462  HISTORY     - Date     Condition        Report By
 FG0462  HISTORY     - 1935     MONUMENTED       CGS
 FG0462
 FG0462                          STATION DESCRIPTION
 FG0462
 FG0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0462'2 MI NE FROM JERUSALEM.
 FG0462'2 MILES NORTHEAST ALONG THE CLEVELAND ROAD FROM THE JUNCTION OF THE
 FG0462'MORRILTON ROAD AT JERUSALEM, CONWAY COUNTY, 198 FEET WEST OF THE WEST
 FG0462'END OF THE BALCO MCCOY FARMHOUSE, 67 FEET SOUTHEAST OF THE CENTERLINE
 FG0462'OF THE ROAD, 13 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD, 8 FEET
 FG0462'NORTHEAST OF A 28-INCH OAK STUMP, AND 5 FEET NORTH OF A SOUTHEAST
 FG0462'FENCE CORNER.  A STANDARD DISK, STAMPED R 67 1935 AND SET IN THE TOP
 FG0462'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0184 ***********************************************************************
 FG0184  DESIGNATION -  R 68
 FG0184  PID         -  FG0184
 FG0184  STATE/COUNTY-  AR/FAULKNER
 FG0184  USGS QUAD   -  BARNEY (1994)
 FG0184
 FG0184                         *CURRENT SURVEY CONTROL
 FG0184  ___________________________________________________________________
 FG0184* NAD 83(1986)-  35 21 03.     (N)    092 14 36.     (W)     SCALED    
 FG0184* NAVD 88     -       230.349  (meters)     755.74   (feet)  ADJUSTED  
 FG0184  ___________________________________________________________________
 FG0184  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FG0184  DYNAMIC HT  -         230.136 (meters)     755.04  (feet)  COMP
 FG0184  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 FG0184
 FG0184  VERT ORDER  -  SECOND    CLASS 0
 FG0184
 FG0184.The horizontal coordinates were scaled from a topographic map and have
 FG0184.an estimated accuracy of +/- 6 seconds.
 FG0184
 FG0184.The orthometric height was determined by differential leveling
 FG0184.and adjusted by the National Geodetic Survey in June 1991..
 FG0184
 FG0184.The geoid height was determined by GEOID03.
 FG0184
 FG0184.The dynamic height is computed by dividing the NAVD 88
 FG0184.geopotential number by the normal gravity value computed on the
 FG0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0184.degrees latitude (g = 980.6199 gals.).
 FG0184
 FG0184.The modeled gravity was interpolated from observed gravity values.
 FG0184
 FG0184;                    North         East    Units  Estimated Accuracy
 FG0184;SPC AR N     -   112,910.      377,880.      MT  (+/- 180 meters Scaled)
 FG0184
 FG0184                          SUPERSEDED SURVEY CONTROL
 FG0184
 FG0184  NGVD 29 (??/??/92)  230.313  (m)          755.62   (f) ADJ UNCH    2 0
 FG0184
 FG0184.Superseded values are not recommended for survey control.
 FG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0184.See file dsdata.txt to determine how the superseded data were derived.
 FG0184
 FG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV687122(NAD 83)
 FG0184_MARKER: DB = BENCH MARK DISK
 FG0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0184_STAMPING: R 68 1934
 FG0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0184+STABILITY: SURFACE MOTION
 FG0184
 FG0184  HISTORY     - Date     Condition        Report By
 FG0184  HISTORY     - 1934     MONUMENTED       CGS
 FG0184  HISTORY     - 1962     GOOD             NGS
 FG0184
 FG0184                          STATION DESCRIPTION
 FG0184
 FG0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0184'2.5 MI W FROM QUITMAN.
 FG0184'IN FAULKNER COUNTY, 2.5 MILES WEST ALONG STATE HIGHWAY 25 FROM THE
 FG0184'SCHOOL AT QUITMAN, CLEBURNE COUNTY, 450 FEET SOUTH OF A FARMHOUSE, 150
 FG0184'FEET NORTH OF A CONCRETE CULVERT, 93.4 FEET SOUTHWEST OF THE JUNCTION
 FG0184'WITH A FARM ROAD, 47.7 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 6.6
 FG0184'FEET SOUTHWEST OF THE NORTHEAST CORNER OF A PASTURE FENCE, 4.8 FEET
 FG0184'WEST OF THE FENCE PARALLELING THE HIGHWAY, AND 1.5 FEET SOUTH OF THE
 FG0184'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED R 68 1934 AND SET IN
 FG0184'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0113 ***********************************************************************
 FG0113  DESIGNATION -  R 69
 FG0113  PID         -  FG0113
 FG0113  STATE/COUNTY-  AR/FAULKNER
 FG0113  USGS QUAD   -  HAMLET (1994)
 FG0113
 FG0113                         *CURRENT SURVEY CONTROL
 FG0113  ___________________________________________________________________
 FG0113* NAD 83(1986)-  35 04 40.     (N)    092 18 17.     (W)     SCALED    
 FG0113* NAVD 88     -        90.228  (meters)     296.02   (feet)  ADJUSTED  
 FG0113  ___________________________________________________________________
 FG0113  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FG0113  DYNAMIC HT  -          90.143 (meters)     295.74  (feet)  COMP
 FG0113  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 FG0113
 FG0113  VERT ORDER  -  SECOND    CLASS 0
 FG0113
 FG0113.The horizontal coordinates were scaled from a topographic map and have
 FG0113.an estimated accuracy of +/- 6 seconds.
 FG0113
 FG0113.The orthometric height was determined by differential leveling
 FG0113.and adjusted by the National Geodetic Survey in June 1991..
 FG0113
 FG0113.The geoid height was determined by GEOID03.
 FG0113
 FG0113.The dynamic height is computed by dividing the NAVD 88
 FG0113.geopotential number by the normal gravity value computed on the
 FG0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0113.degrees latitude (g = 980.6199 gals.).
 FG0113
 FG0113.The modeled gravity was interpolated from observed gravity values.
 FG0113
 FG0113;                    North         East    Units  Estimated Accuracy
 FG0113;SPC AR N     -    82,630.      372,210.      MT  (+/- 180 meters Scaled)
 FG0113
 FG0113                          SUPERSEDED SURVEY CONTROL
 FG0113
 FG0113  NGVD 29 (??/??/92)   90.231  (m)          296.03   (f) ADJ UNCH    2 0
 FG0113
 FG0113.Superseded values are not recommended for survey control.
 FG0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0113.See file dsdata.txt to determine how the superseded data were derived.
 FG0113
 FG0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU633818(NAD 83)
 FG0113_MARKER: DB = BENCH MARK DISK
 FG0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0113_STAMPING: R 69 1934
 FG0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0113+STABILITY: SURFACE MOTION
 FG0113
 FG0113  HISTORY     - Date     Condition        Report By
 FG0113  HISTORY     - 1934     MONUMENTED       CGS
 FG0113  HISTORY     - 1962     GOOD             NGS
 FG0113
 FG0113                          STATION DESCRIPTION
 FG0113
 FG0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0113'5.2 MI W FROM VILONIA.
 FG0113'5.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE NAZARENE CHURCH AT
 FG0113'VILONIA, 160 FEET EAST OF THE JUNCTION OF STATE HIGHWAY 36, 84 FEET
 FG0113'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 61 FEET NORTH OF THE
 FG0113'CENTERLINE OF HIGHWAY 64, AND 10 FEET WEST OF A NORTH-SOUTH FENCE. SET
 FG0113'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0041 ***********************************************************************
 FG0041  DESIGNATION -  R 7
 FG0041  PID         -  FG0041
 FG0041  STATE/COUNTY-  AR/CLEBURNE
 FG0041  USGS QUAD   -  GREERS FERRY (1981)
 FG0041
 FG0041                         *CURRENT SURVEY CONTROL
 FG0041  ___________________________________________________________________
 FG0041* NAD 83(1986)-  35 34 32.     (N)    092 12 08.     (W)     SCALED    
 FG0041* NAVD 88     -       123.949  (meters)     406.66   (feet)  ADJUSTED  
 FG0041  ___________________________________________________________________
 FG0041  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG0041  DYNAMIC HT  -         123.837 (meters)     406.29  (feet)  COMP
 FG0041  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 FG0041
 FG0041  VERT ORDER  -  FIRST     CLASS II
 FG0041
 FG0041.The horizontal coordinates were scaled from a topographic map and have
 FG0041.an estimated accuracy of +/- 6 seconds.
 FG0041
 FG0041.The orthometric height was determined by differential leveling
 FG0041.and adjusted by the National Geodetic Survey in June 1991..
 FG0041
 FG0041.The geoid height was determined by GEOID03.
 FG0041
 FG0041.The dynamic height is computed by dividing the NAVD 88
 FG0041.geopotential number by the normal gravity value computed on the
 FG0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0041.degrees latitude (g = 980.6199 gals.).
 FG0041
 FG0041.The modeled gravity was interpolated from observed gravity values.
 FG0041
 FG0041;                    North         East    Units  Estimated Accuracy
 FG0041;SPC AR N     -   137,830.      381,670.      MT  (+/- 180 meters Scaled)
 FG0041
 FG0041                          SUPERSEDED SURVEY CONTROL
 FG0041
 FG0041  NGVD 29 (??/??/92)  123.863  (m)          406.37   (f) ADJ UNCH    1 2
 FG0041
 FG0041.Superseded values are not recommended for survey control.
 FG0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0041.See file dsdata.txt to determine how the superseded data were derived.
 FG0041
 FG0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV722371(NAD 83)
 FG0041_MARKER: DB = BENCH MARK DISK
 FG0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0041+STABILITY: SURFACE MOTION
 FG0041
 FG0041  HISTORY     - Date     Condition        Report By
 FG0041  HISTORY     - UNK      MONUMENTED       CGS
 FG0041  HISTORY     - 1931     GOOD             NGS
 FG0041  HISTORY     - 1935     MARK NOT FOUND   NGS
 FG0041
 FG0041                          STATION DESCRIPTION
 FG0041
 FG0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FG0041'IN HIGDEN.
 FG0041'LOCATED ON THE RIGHT OF WAY OF THE MISSOURI AND NORTH ARKANSAS R.R. 82
 FG0041'FT. SOUTH OF SOUTH END OF STATION AT HIGDEN, ARK.  22 FT. WEST OF
 FG0041'CENTER LINE OF TRACK.
 FG0041
 FG0041                          STATION RECOVERY (1935)
 FG0041
 FG0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0015 ***********************************************************************
 EJ0015  DESIGNATION -  R 70
 EJ0015  PID         -  EJ0015
 EJ0015  STATE/COUNTY-  AR/PULASKI
 EJ0015  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0015
 EJ0015                         *CURRENT SURVEY CONTROL
 EJ0015  ___________________________________________________________________
 EJ0015* NAD 83(1986)-  34 47 15.     (N)    092 16 49.     (W)     SCALED    
 EJ0015* NAVD 88     -        86.432  (meters)     283.57   (feet)  ADJUSTED  
 EJ0015  ___________________________________________________________________
 EJ0015  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EJ0015  DYNAMIC HT  -          86.352 (meters)     283.31  (feet)  COMP
 EJ0015  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 EJ0015
 EJ0015  VERT ORDER  -  SECOND    CLASS 0
 EJ0015
 EJ0015.The horizontal coordinates were scaled from a topographic map and have
 EJ0015.an estimated accuracy of +/- 6 seconds.
 EJ0015
 EJ0015.The orthometric height was determined by differential leveling
 EJ0015.and adjusted by the National Geodetic Survey in June 1991..
 EJ0015
 EJ0015.The geoid height was determined by GEOID03.
 EJ0015
 EJ0015.The dynamic height is computed by dividing the NAVD 88
 EJ0015.geopotential number by the normal gravity value computed on the
 EJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0015.degrees latitude (g = 980.6199 gals.).
 EJ0015
 EJ0015.The modeled gravity was interpolated from observed gravity values.
 EJ0015
 EJ0015;                    North         East    Units  Estimated Accuracy
 EJ0015;SPC AR S     -   635,270.      374,350.      MT  (+/- 180 meters Scaled)
 EJ0015
 EJ0015                          SUPERSEDED SURVEY CONTROL
 EJ0015
 EJ0015  NGVD 29 (??/??/92)   86.490  (m)          283.76   (f) ADJ UNCH    2 0
 EJ0015
 EJ0015.Superseded values are not recommended for survey control.
 EJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0015.See file dsdata.txt to determine how the superseded data were derived.
 EJ0015
 EJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU658497(NAD 83)
 EJ0015_MARKER: DB = BENCH MARK DISK
 EJ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0015_STAMPING: R 70 1934
 EJ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0015+STABILITY: SURFACE MOTION
 EJ0015
 EJ0015  HISTORY     - Date     Condition        Report By
 EJ0015  HISTORY     - 1934     MONUMENTED       CGS
 EJ0015  HISTORY     - 1967     MARK NOT FOUND   NGS
 EJ0015  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0015
 EJ0015                          STATION DESCRIPTION
 EJ0015
 EJ0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0015'1.8 MI N FROM NORTH LITTLE ROCK.
 EJ0015'1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0015'AT NORTH LITTLE ROCK, PULASKI COUNTY, AT LEVY, 77 FEET SOUTH OF THE
 EJ0015'SOUTHWEST CORNER OF THE K.H. CONWAY RESIDENCE, 51 FEET NORTH OF THE
 EJ0015'CENTER OF A ROAD CROSSING, 37 FEET NORTHEAST OF THE CENTERLINE OF THE
 EJ0015'TRACK, 35 FEET SOUTHEAST OF POLE 345/37, 11 FEET SOUTHWEST OF THE EAST
 EJ0015'CORNER OF A FENCE, AND 1-1/2 FEET NORTHWEST OF ANOTHER FENCE.  A
 EJ0015'STANDARD DISK, STAMPED R 70 1934 AND SET IN THE TOP OF A CONCRETE
 EJ0015'POST.
 EJ0015
 EJ0015                          STATION RECOVERY (1984)
 EJ0015
 EJ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0015'NOT RECOVERED, THE STREET HAS BEEN WIDENED, MARK CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0761 ***********************************************************************
 EJ0761  DESIGNATION -  R 71
 EJ0761  PID         -  EJ0761
 EJ0761  STATE/COUNTY-  AR/PERRY
 EJ0761  USGS QUAD   -  FOURCHE (1984)
 EJ0761
 EJ0761                         *CURRENT SURVEY CONTROL
 EJ0761  ___________________________________________________________________
 EJ0761* NAD 83(1986)-  34 58 36.     (N)    092 36 42.     (W)     SCALED    
 EJ0761* NAVD 88     -        85.339  (meters)     279.98   (feet)  ADJUSTED  
 EJ0761  ___________________________________________________________________
 EJ0761  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EJ0761  DYNAMIC HT  -          85.258 (meters)     279.72  (feet)  COMP
 EJ0761  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 EJ0761
 EJ0761  VERT ORDER  -  SECOND    CLASS 0
 EJ0761
 EJ0761.The horizontal coordinates were scaled from a topographic map and have
 EJ0761.an estimated accuracy of +/- 6 seconds.
 EJ0761
 EJ0761.The orthometric height was determined by differential leveling
 EJ0761.and adjusted by the National Geodetic Survey in June 1991..
 EJ0761
 EJ0761.The geoid height was determined by GEOID03.
 EJ0761
 EJ0761.The dynamic height is computed by dividing the NAVD 88
 EJ0761.geopotential number by the normal gravity value computed on the
 EJ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0761.degrees latitude (g = 980.6199 gals.).
 EJ0761
 EJ0761.The modeled gravity was interpolated from observed gravity values.
 EJ0761
 EJ0761;                    North         East    Units  Estimated Accuracy
 EJ0761;SPC AR N     -    71,550.      344,150.      MT  (+/- 180 meters Scaled)
 EJ0761
 EJ0761                          SUPERSEDED SURVEY CONTROL
 EJ0761
 EJ0761  NGVD 29 (??/??/92)   85.369  (m)          280.08   (f) ADJ UNCH    2 0
 EJ0761
 EJ0761.Superseded values are not recommended for survey control.
 EJ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0761.See file dsdata.txt to determine how the superseded data were derived.
 EJ0761
 EJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU354705(NAD 83)
 EJ0761_MARKER: DB = BENCH MARK DISK
 EJ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0761_STAMPING: R-71 1934
 EJ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0761+STABILITY: SURFACE MOTION
 EJ0761
 EJ0761  HISTORY     - Date     Condition        Report By
 EJ0761  HISTORY     - 1934     MONUMENTED       CGS
 EJ0761
 EJ0761                          STATION DESCRIPTION
 EJ0761
 EJ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0761'2.4 MI E FROM BIGELOW.
 EJ0761'2.4 MILES EAST OF, ALONG C.R.I. AND P.RY. FROM STATION POST SET AT
 EJ0761'KENNY SIDING.  ABOUT 180 FEET WEST OF KENNY SIDING MARKER.  48.4 FEET
 EJ0761'NORTH OF CENTERLINE OF FARM ROAD AT RAILROAD CROSSING.  26.5 FEET EAST
 EJ0761'OF TELEPHONE POLE 169-32.  4.5 FEET WEST OF WEST END OF IRON GATE. 1.9
 EJ0761'FEET SOUTH OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST
 EJ0761'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0324 ***********************************************************************
 FG0324  DESIGNATION -  R 72
 FG0324  PID         -  FG0324
 FG0324  STATE/COUNTY-  AR/CONWAY
 FG0324  USGS QUAD   -  MORRILTON WEST (1991)
 FG0324
 FG0324                         *CURRENT SURVEY CONTROL
 FG0324  ___________________________________________________________________
 FG0324* NAD 83(1986)-  35 10 03.     (N)    092 47 03.     (W)     SCALED    
 FG0324* NAVD 88     -        94.440  (meters)     309.84   (feet)  ADJUSTED  
 FG0324  ___________________________________________________________________
 FG0324  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FG0324  DYNAMIC HT  -          94.351 (meters)     309.55  (feet)  COMP
 FG0324  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FG0324
 FG0324  VERT ORDER  -  SECOND    CLASS 0
 FG0324
 FG0324.The horizontal coordinates were scaled from a topographic map and have
 FG0324.an estimated accuracy of +/- 6 seconds.
 FG0324
 FG0324.The orthometric height was determined by differential leveling
 FG0324.and adjusted by the National Geodetic Survey in June 1991..
 FG0324
 FG0324.The geoid height was determined by GEOID03.
 FG0324
 FG0324.The dynamic height is computed by dividing the NAVD 88
 FG0324.geopotential number by the normal gravity value computed on the
 FG0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0324.degrees latitude (g = 980.6199 gals.).
 FG0324
 FG0324.The modeled gravity was interpolated from observed gravity values.
 FG0324
 FG0324;                    North         East    Units  Estimated Accuracy
 FG0324;SPC AR N     -    92,830.      328,560.      MT  (+/- 180 meters Scaled)
 FG0324
 FG0324                          SUPERSEDED SURVEY CONTROL
 FG0324
 FG0324  NGVD 29 (??/??/92)   94.47   (m)          309.9    (f) COMPUTED    2 0
 FG0324
 FG0324.Superseded values are not recommended for survey control.
 FG0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0324.See file dsdata.txt to determine how the superseded data were derived.
 FG0324
 FG0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU196916(NAD 83)
 FG0324_MARKER: DB = BENCH MARK DISK
 FG0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0324_SP_SET: ABUTMENT
 FG0324_STAMPING: B-72 1934
 FG0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0324
 FG0324  HISTORY     - Date     Condition        Report By
 FG0324  HISTORY     - 1934     MONUMENTED       CGS
 FG0324  HISTORY     - 1969     GOOD             NGS
 FG0324
 FG0324                          STATION DESCRIPTION
 FG0324
 FG0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0324'2.5 MI W FROM MORRILTON.
 FG0324'TABLET SET HORIZONTALLY ON NORTHEAST END OF SOUTHEAST ABUTMENT TO
 FG0324'R.R.BRIDGE NO. 129.  ABOUT 400 FEET NORTHWEST OF M.P.395.  6.7 FEET
 FG0324'NORTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R.  4.8 FEET SOUTHWEST
 FG0324'OF TOP OF SLOPE ON NORTHEAST ABUTMENT.  4.3 FEET BELOW LEVEL OF TRACK.
 FG0324'1.2 FEET SOUTHEAST OF NORTHWEST EDGE OF ABUTMENT.  1.1 FT. NORTHWEST
 FG0324'OF NORTHWEST SIDE OF ABUTMENT.
 FG0324
 FG0324                          STATION RECOVERY (1969)
 FG0324
 FG0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FG0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0927 ***********************************************************************
 EJ0927  DESIGNATION -  R 73
 EJ0927  PID         -  EJ0927
 EJ0927  STATE/COUNTY-  AR/SALINE
 EJ0927  USGS QUAD   -  PARON (1984)
 EJ0927
 EJ0927                         *CURRENT SURVEY CONTROL
 EJ0927  ___________________________________________________________________
 EJ0927* NAD 83(1986)-  34 47 46.     (N)    092 46 15.     (W)     SCALED    
 EJ0927* NAVD 88     -       170.403  (meters)     559.06   (feet)  ADJUSTED  
 EJ0927  ___________________________________________________________________
 EJ0927  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EJ0927  DYNAMIC HT  -         170.239 (meters)     558.53  (feet)  COMP
 EJ0927  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 EJ0927
 EJ0927  VERT ORDER  -  SECOND    CLASS 0
 EJ0927
 EJ0927.The horizontal coordinates were scaled from a topographic map and have
 EJ0927.an estimated accuracy of +/- 6 seconds.
 EJ0927
 EJ0927.The orthometric height was determined by differential leveling
 EJ0927.and adjusted by the National Geodetic Survey in June 1991..
 EJ0927
 EJ0927.The geoid height was determined by GEOID03.
 EJ0927
 EJ0927.The dynamic height is computed by dividing the NAVD 88
 EJ0927.geopotential number by the normal gravity value computed on the
 EJ0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0927.degrees latitude (g = 980.6199 gals.).
 EJ0927
 EJ0927.The modeled gravity was interpolated from observed gravity values.
 EJ0927
 EJ0927;                    North         East    Units  Estimated Accuracy
 EJ0927;SPC AR S     -   636,460.      329,460.      MT  (+/- 180 meters Scaled)
 EJ0927
 EJ0927                          SUPERSEDED SURVEY CONTROL
 EJ0927
 EJ0927  NGVD 29 (??/??/92)  170.415  (m)          559.10   (f) ADJ UNCH    2 0
 EJ0927
 EJ0927.Superseded values are not recommended for survey control.
 EJ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0927.See file dsdata.txt to determine how the superseded data were derived.
 EJ0927
 EJ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU209504(NAD 83)
 EJ0927_MARKER: DB = BENCH MARK DISK
 EJ0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0927_STAMPING: R 73 1935
 EJ0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0927+STABILITY: SURFACE MOTION
 EJ0927
 EJ0927  HISTORY     - Date     Condition        Report By
 EJ0927  HISTORY     - 1935     MONUMENTED       CGS
 EJ0927  HISTORY     - 1959     GOOD             NGS
 EJ0927  HISTORY     - 19980425 GOOD             USPSQD
 EJ0927
 EJ0927                          STATION DESCRIPTION
 EJ0927
 EJ0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EJ0927'1.9 MI N FROM PARON.
 EJ0927'LOCATED ABOUT 1.9 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE
 EJ0927'SCHOOLHOUSE AT PARON, SALINE COUNTY, 47 FEET SOUTHWEST OF THE
 EJ0927'CENTERLINE OF THE HIGHWAY, 1.7 FEET NORTHEAST OF A FENCE LINE
 EJ0927'PARALLELING THE HIGHWAY, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST
 EJ0927'BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED R 73 1935, SET
 EJ0927'IN THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE POST PROJECTING 3
 EJ0927'INCHES.
 EJ0927
 EJ0927                          STATION RECOVERY (1998)
 EJ0927
 EJ0927'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1244 ***********************************************************************
 FF1244  DESIGNATION -  R 74
 FF1244  PID         -  FF1244
 FF1244  STATE/COUNTY-  AR/JACKSON
 FF1244  USGS QUAD   -  TUPELO (1980)
 FF1244
 FF1244                         *CURRENT SURVEY CONTROL
 FF1244  ___________________________________________________________________
 FF1244* NAD 83(1986)-  35 25 12.     (N)    091 13 49.     (W)     SCALED    
 FF1244* NAVD 88     -        66.493  (meters)     218.15   (feet)  ADJUSTED  
 FF1244  ___________________________________________________________________
 FF1244  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1244  DYNAMIC HT  -          66.434 (meters)     217.96  (feet)  COMP
 FF1244  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FF1244
 FF1244  VERT ORDER  -  SECOND    CLASS 0
 FF1244
 FF1244.The horizontal coordinates were scaled from a topographic map and have
 FF1244.an estimated accuracy of +/- 6 seconds.
 FF1244
 FF1244.The orthometric height was determined by differential leveling
 FF1244.and adjusted by the National Geodetic Survey in June 1991..
 FF1244
 FF1244.The geoid height was determined by GEOID03.
 FF1244
 FF1244.The dynamic height is computed by dividing the NAVD 88
 FF1244.geopotential number by the normal gravity value computed on the
 FF1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1244.degrees latitude (g = 980.6199 gals.).
 FF1244
 FF1244.The modeled gravity was interpolated from observed gravity values.
 FF1244
 FF1244;                    North         East    Units  Estimated Accuracy
 FF1244;SPC AR N     -   120,830.      469,900.      MT  (+/- 180 meters Scaled)
 FF1244
 FF1244                          SUPERSEDED SURVEY CONTROL
 FF1244
 FF1244  NGVD 29 (??/??/??)   66.443  (m)          217.99   (f) ADJUSTED    2 0
 FF1244
 FF1244.Superseded values are not recommended for survey control.
 FF1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1244.See file dsdata.txt to determine how the superseded data were derived.
 FF1244
 FF1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV606210(NAD 83)
 FF1244_MARKER: DB = BENCH MARK DISK
 FF1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1244_STAMPING: R 74 1934
 FF1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1244+STABILITY: SURFACE MOTION
 FF1244
 FF1244  HISTORY     - Date     Condition        Report By
 FF1244  HISTORY     - 1934     MONUMENTED       CGS
 FF1244  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF1244
 FF1244                          STATION DESCRIPTION
 FF1244
 FF1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1244'2 MI S FROM WELDON.
 FF1244'2.0 MILES SOUTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1244'PACIFIC RAILROAD FROM THE STATION AT WELDON, JACKSON COUNTY,
 FF1244'129 FEET SOUTH OF POLE 37/25, 0.1 MILE SOUTH OF A ROAD CROSSING,
 FF1244'42 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 30 FEET SOUTH
 FF1244'OF A CORNER OF A WIRE FENCE.  A STANDARD DISK, STAMPED R 74 1934
 FF1244'AND SET IN THE TOP OF A CONCRETE POST.
 FF1244
 FF1244                          STATION RECOVERY (1975)
 FF1244
 FF1244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0879 ***********************************************************************
 FF0879  DESIGNATION -  R 75
 FF0879  PID         -  FF0879
 FF0879  STATE/COUNTY-  AR/CRAIGHEAD
 FF0879  USGS QUAD   -  CASH (1980)
 FF0879
 FF0879                         *CURRENT SURVEY CONTROL
 FF0879  ___________________________________________________________________
 FF0879* NAD 83(1986)-  35 47 37.     (N)    090 56 11.     (W)     SCALED    
 FF0879* NAVD 88     -        75.455  (meters)     247.56   (feet)  ADJUSTED  
 FF0879  ___________________________________________________________________
 FF0879  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FF0879  DYNAMIC HT  -          75.391 (meters)     247.35  (feet)  COMP
 FF0879  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 FF0879
 FF0879  VERT ORDER  -  SECOND    CLASS 0
 FF0879
 FF0879.The horizontal coordinates were scaled from a topographic map and have
 FF0879.an estimated accuracy of +/- 6 seconds.
 FF0879
 FF0879.The orthometric height was determined by differential leveling
 FF0879.and adjusted by the National Geodetic Survey in June 1991..
 FF0879
 FF0879.The geoid height was determined by GEOID03.
 FF0879
 FF0879.The dynamic height is computed by dividing the NAVD 88
 FF0879.geopotential number by the normal gravity value computed on the
 FF0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0879.degrees latitude (g = 980.6199 gals.).
 FF0879
 FF0879.The modeled gravity was interpolated from observed gravity values.
 FF0879
 FF0879;                    North         East    Units  Estimated Accuracy
 FF0879;SPC AR N     -   162,530.      496,140.      MT  (+/- 180 meters Scaled)
 FF0879
 FF0879                          SUPERSEDED SURVEY CONTROL
 FF0879
 FF0879  NGVD 29 (??/??/??)   75.378  (m)          247.30   (f) ADJUSTED    2 0
 FF0879
 FF0879.Superseded values are not recommended for survey control.
 FF0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0879.See file dsdata.txt to determine how the superseded data were derived.
 FF0879
 FF0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV864630(NAD 83)
 FF0879_MARKER: DB = BENCH MARK DISK
 FF0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0879_STAMPING: R 75 1934
 FF0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0879+STABILITY: SURFACE MOTION
 FF0879
 FF0879  HISTORY     - Date     Condition        Report By
 FF0879  HISTORY     - 1934     MONUMENTED       CGS
 FF0879  HISTORY     - 1938     GOOD             CGS
 FF0879  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0879
 FF0879                          STATION DESCRIPTION
 FF0879
 FF0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0879'0.3 MI SW FROM CASH.
 FF0879'ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0879'OFFICE AT CASH, CRAIGHEAD COUNTY, AT THE SOUTHWEST CITY LIMITS,
 FF0879'ABOUT 180 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BUFF-COLORED
 FF0879'BUNGALOW, 27 FEET NORTHWEST OF THE WEST CONCRETE HEAD WALL OF
 FF0879'A LARGE CULVERT, 42 FEET NORTHWEST OF THE CENTER LINE OF THE
 FF0879'HIGHWAY, AND 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 FF0879'STANDARD DISK, STAMPED R 75 1934 AND SET IN THE TOP OF A CONCRETE
 FF0879'POST.
 FF0879
 FF0879                          STATION RECOVERY (1938)
 FF0879
 FF0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF0879'RECOVERED IN GOOD CONDITION.
 FF0879
 FF0879                          STATION RECOVERY (1976)
 FF0879
 FF0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0673 ***********************************************************************
 FF0673  DESIGNATION -  R 76
 FF0673  PID         -  FF0673
 FF0673  STATE/COUNTY-  AR/POINSETT
 FF0673  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0673
 FF0673                         *CURRENT SURVEY CONTROL
 FF0673  ___________________________________________________________________
 FF0673* NAD 83(1986)-  35 27 38.     (N)    090 44 22.     (W)     SCALED    
 FF0673* NAVD 88     -        84.991  (meters)     278.84   (feet)  ADJUSTED  
 FF0673  ___________________________________________________________________
 FF0673  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF0673  DYNAMIC HT  -          84.915 (meters)     278.59  (feet)  COMP
 FF0673  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FF0673
 FF0673  VERT ORDER  -  FIRST     CLASS II
 FF0673
 FF0673.The horizontal coordinates were scaled from a topographic map and have
 FF0673.an estimated accuracy of +/- 6 seconds.
 FF0673
 FF0673.The orthometric height was determined by differential leveling
 FF0673.and adjusted by the National Geodetic Survey in June 1991..
 FF0673
 FF0673.The geoid height was determined by GEOID03.
 FF0673
 FF0673.The dynamic height is computed by dividing the NAVD 88
 FF0673.geopotential number by the normal gravity value computed on the
 FF0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0673.degrees latitude (g = 980.6199 gals.).
 FF0673
 FF0673.The modeled gravity was interpolated from observed gravity values.
 FF0673
 FF0673;                    North         East    Units  Estimated Accuracy
 FF0673;SPC AR N     -   125,790.      514,420.      MT  (+/- 180 meters Scaled)
 FF0673
 FF0673                          SUPERSEDED SURVEY CONTROL
 FF0673
 FF0673  NGVD 29 (??/??/??)   84.939  (m)          278.67   (f) ADJUSTED    1 2
 FF0673
 FF0673.Superseded values are not recommended for survey control.
 FF0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0673.See file dsdata.txt to determine how the superseded data were derived.
 FF0673
 FF0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV051264(NAD 83)
 FF0673_MARKER: DB = BENCH MARK DISK
 FF0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0673_STAMPING: R 76 1934
 FF0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0673+STABILITY: SURFACE MOTION
 FF0673
 FF0673  HISTORY     - Date     Condition        Report By
 FF0673  HISTORY     - 1934     MONUMENTED       CGS
 FF0673  HISTORY     - 1956     GOOD             CGS
 FF0673  HISTORY     - 20030507 MARK NOT FOUND   USACE
 FF0673
 FF0673                          STATION DESCRIPTION
 FF0673
 FF0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0673'1.4 MI S FROM WHITEHALL.
 FF0673'ABOUT 1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0673'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, AT A NARROW
 FF0673'EAST-WEST ROAD CROSSING, 28 FEET WEST OF THE WEST RAIL, 79 1/2
 FF0673'FEET WEST-NORTHWEST AND ACROSS TRACK AND ROAD FROM TELEPHONE
 FF0673'POLE NO. 263/26, 17 1/2 FEET NORTH OF CENTER LINE OF ROAD, 59
 FF0673'FEET EAST OF CENTER LINE OF STATE HIGHWAY 1, 22 1/2 FEET NORTH
 FF0673'AND ACROSS ROAD FROM CROSSING WARNING SIGN, 85 FEET NORTH AND
 FF0673'ACROSS ROAD FROM TELEPHONE POLE NO. 950, ABOUT 1 FOOT BELOW LEVEL
 FF0673'OF HIGHWAY, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 FF0673'CONCRETE POST PROJECTING 5 INCHES.
 FF0673
 FF0673                          STATION RECOVERY (2003)
 FF0673
 FF0673'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0772 ***********************************************************************
 EJ0772  DESIGNATION -  R 78
 EJ0772  PID         -  EJ0772
 EJ0772  STATE/COUNTY-  AR/SALINE
 EJ0772  USGS QUAD   -  HASKELL (1984)
 EJ0772
 EJ0772                         *CURRENT SURVEY CONTROL
 EJ0772  ___________________________________________________________________
 EJ0772* NAD 83(1986)-  34 32 15.     (N)    092 37 44.     (W)     SCALED    
 EJ0772* NAVD 88     -        88.669  (meters)     290.91   (feet)  ADJUSTED  
 EJ0772  ___________________________________________________________________
 EJ0772  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ0772  DYNAMIC HT  -          88.586 (meters)     290.64  (feet)  COMP
 EJ0772  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 EJ0772
 EJ0772  VERT ORDER  -  SECOND    CLASS 0
 EJ0772
 EJ0772.The horizontal coordinates were scaled from a topographic map and have
 EJ0772.an estimated accuracy of +/- 6 seconds.
 EJ0772
 EJ0772.The orthometric height was determined by differential leveling
 EJ0772.and adjusted by the National Geodetic Survey in June 1991..
 EJ0772
 EJ0772.The geoid height was determined by GEOID03.
 EJ0772
 EJ0772.The dynamic height is computed by dividing the NAVD 88
 EJ0772.geopotential number by the normal gravity value computed on the
 EJ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0772.degrees latitude (g = 980.6199 gals.).
 EJ0772
 EJ0772.The modeled gravity was interpolated from observed gravity values.
 EJ0772
 EJ0772;                    North         East    Units  Estimated Accuracy
 EJ0772;SPC AR S     -   607,680.      342,270.      MT  (+/- 180 meters Scaled)
 EJ0772
 EJ0772                          SUPERSEDED SURVEY CONTROL
 EJ0772
 EJ0772  NGVD 29 (??/??/92)   88.696  (m)          291.00   (f) ADJ UNCH    2 0
 EJ0772
 EJ0772.Superseded values are not recommended for survey control.
 EJ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0772.See file dsdata.txt to determine how the superseded data were derived.
 EJ0772
 EJ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU340218(NAD 83)
 EJ0772_MARKER: DB = BENCH MARK DISK
 EJ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0772_STAMPING: R-78 1935
 EJ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0772+STABILITY: SURFACE MOTION
 EJ0772
 EJ0772  HISTORY     - Date     Condition        Report By
 EJ0772  HISTORY     - 1935     MONUMENTED       CGS
 EJ0772  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0772  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0772
 EJ0772                          STATION DESCRIPTION
 EJ0772
 EJ0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0772'2.8 MI W FROM BENTON.
 EJ0772'2.8 MILES WEST OF, ALONG M.P.R.R. FROM STATION.  ABOUT 150 FT. NORTH
 EJ0772'OF SQUARE WOODEN FARM HOUSE.  101 FT. SOUTH OF RAILROAD SIGNAL STAND
 EJ0772'NO. 3716.  51.4 FT. SOUTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R.
 EJ0772'AT PRIVATE RAILROAD CROSSING.  3.9 FT. NORTH OF NORTHEAST END OF IRON
 EJ0772'GATE.  1.7 FT. NORTHWEST OF FENCE PARALLELING RAILROAD.  TABLET SET IN
 EJ0772'PRECAST CONCRETE POST.  NOTE-- BUILDINGS HAVE BEEN BUILT AND SOME
 EJ0772'REMOVED SINCE MARK WAS SET
 EJ0772
 EJ0772                          STATION RECOVERY (1973)
 EJ0772
 EJ0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EJ0772'MARK NOT FOUND.
 EJ0772
 EJ0772                          STATION RECOVERY (1998)
 EJ0772
 EJ0772'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0747 ***********************************************************************
 EJ0747  CBN         -  This is a Cooperative Base Network Control Station.
 EJ0747  DESIGNATION -  R 79
 EJ0747  PID         -  EJ0747
 EJ0747  STATE/COUNTY-  AR/GARLAND
 EJ0747  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ0747
 EJ0747                         *CURRENT SURVEY CONTROL
 EJ0747  ___________________________________________________________________
 EJ0747* NAD 83(1997)-  34 30 04.46543(N)    092 59 52.44019(W)     ADJUSTED  
 EJ0747* NAVD 88     -       139.361  (meters)     457.22   (feet)  ADJUSTED  
 EJ0747  ___________________________________________________________________
 EJ0747  X           -    -275,202.239 (meters)                     COMP
 EJ0747  Y           -  -5,254,856.574 (meters)                     COMP
 EJ0747  Z           -   3,592,468.960 (meters)                     COMP
 EJ0747  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 EJ0747  ELLIP HEIGHT-         112.32  (meters)          (09/21/01) GPS OBS
 EJ0747  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EJ0747  DYNAMIC HT  -         139.225 (meters)     456.77  (feet)  COMP
 EJ0747  MODELED GRAV-     979,660.3   (mgal)                       NAVD 88
 EJ0747
 EJ0747  HORZ ORDER  -  B
 EJ0747  VERT ORDER  -  SECOND    CLASS 0
 EJ0747  ELLP ORDER  -  FOURTH    CLASS II
 EJ0747
 EJ0747.The horizontal coordinates were established by GPS observations
 EJ0747.and adjusted by the National Geodetic Survey in September 1997..
 EJ0747
 EJ0747.The orthometric height was determined by differential leveling
 EJ0747.and adjusted by the National Geodetic Survey in June 1991..
 EJ0747
 EJ0747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ0747
 EJ0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0747
 EJ0747.The ellipsoidal height was determined by GPS observations
 EJ0747.and is referenced to NAD 83.
 EJ0747
 EJ0747.The geoid height was determined by GEOID03.
 EJ0747
 EJ0747.The dynamic height is computed by dividing the NAVD 88
 EJ0747.geopotential number by the normal gravity value computed on the
 EJ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0747.degrees latitude (g = 980.6199 gals.).
 EJ0747
 EJ0747.The modeled gravity was interpolated from observed gravity values.
 EJ0747
 EJ0747;                    North         East     Units Scale Factor Converg.
 EJ0747;SPC AR S     -   603,926.537   308,360.125   MT  0.99995157   -0 33 30.7
 EJ0747;SPC AR S     - 1,981,382.31  1,011,678.18   sFT  0.99995157   -0 33 30.7
 EJ0747;UTM  15      - 3,817,734.794   500,192.779   MT  0.99960000   +0 00 04.3
 EJ0747
 EJ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0747!SPC AR S     -   0.99998237  x   0.99995157  =   0.99993394
 EJ0747!UTM  15      -   0.99998237  x   0.99960000  =   0.99958238
 EJ0747
 EJ0747                          SUPERSEDED SURVEY CONTROL
 EJ0747
 EJ0747  ELLIP H (09/19/97)  112.33   (m)                       GP(       ) 4 1
 EJ0747  NAVD 88 (09/19/97)  139.36   (m)          457.2    (f) LEVELING    3  
 EJ0747  NGVD 29 (??/??/92)  139.362  (m)          457.22   (f) ADJ UNCH    2 0
 EJ0747
 EJ0747.Superseded values are not recommended for survey control.
 EJ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0747.See file dsdata.txt to determine how the superseded data were derived.
 EJ0747
 EJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0019317735(NAD 83)
 EJ0747_MARKER: DB = BENCH MARK DISK
 EJ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0747_STAMPING: R 79 1935
 EJ0747_MARK LOGO: CGS   
 EJ0747_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0747+STABILITY: SURFACE MOTION
 EJ0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0747+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 EJ0747
 EJ0747  HISTORY     - Date     Condition        Report By
 EJ0747  HISTORY     - 1935     MONUMENTED       CGS
 EJ0747  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0747  HISTORY     - 19970401 GOOD             NGS
 EJ0747  HISTORY     - 20010408 GOOD             JCLS
 EJ0747  HISTORY     - 20031001 GOOD             ARHD
 EJ0747  HISTORY     - 20060925 GOOD             JCLS
 EJ0747
 EJ0747                          STATION DESCRIPTION
 EJ0747
 EJ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0747'3.8 MI E FROM HOT SPRING.
 EJ0747'3.8 MILES EAST OF, ALONG M.P.R.R. FROM STATION.  ABOUT 120 FT.
 EJ0747'NORTHWEST OF TELEPHONE POLE MARKED 395+10.  59.5 FT. NORTHWEST OF
 EJ0747'CENTERLINE OF PRIVATE RAILROAD CROSSING.  47.1 FT. NORTH OF CENTERLINE
 EJ0747'OF MISSOURI PACIFIC R.R.  16.5 FT. SOUTH OF CENTERLINE OF COUNTY ROAD.
 EJ0747'1.8 FT. SOUTH OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST
 EJ0747'CONCRETE POST.
 EJ0747
 EJ0747                          STATION RECOVERY (1972)
 EJ0747
 EJ0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ0747'MARK NOT FOUND.
 EJ0747
 EJ0747                          STATION RECOVERY (1997)
 EJ0747
 EJ0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EJ0747'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF HOT SPRINGS, 0.3 MI
 EJ0747'(0.5 KM) WEST OF MORNING STAR, BETWEEN SPRING ROAD AND THE RAILROAD.
 EJ0747'OWNERSHIP--ROAD OR RAILROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM
 EJ0747'THE INTERSECTION OF U.S. HIGHWAY 70 (E. GRAND AV) AND U.S. HIGHWAY 270
 EJ0747'BUSINESS (MALVERN AV) IN HOT SPRINGS, GO NORTHEAST FOR 0.85 MI (1.37
 EJ0747'KM) ON HIGHWAY 70 TO AN INTERSECTION.  TURN RIGHT AND GO EASTERLY FOR
 EJ0747'1.05 MI (1.69 KM) ON SPRING ROAD TO A RAILROAD CROSSING.  CONTINUE
 EJ0747'STRAIGHT AHEAD AND GO EASTERLY FOR 1.5 MI (2.4 KM) ON SPRING ROAD TO
 EJ0747'THE MORNING STAR MISSIONARY BAPTIST CHURCH ON LEFT.  CONTINUE STRAIGHT
 EJ0747'AHEAD AND GO EAST FOR 0.15 MI (0.24 KM) ON SPRING ROAD TO THE STATION
 EJ0747'ON RIGHT.  THE STATION IS A CGS BENCH MARK DISK SET INTO THE TOP OF A
 EJ0747'15-CM SQUARE CONCRETE MONUMENT PROJECTING 4 CM ABOVE GROUND.  LOCATED
 EJ0747'59.7 M (195.9 FT) EAST-NORTHEAST FROM A UTILITY POLE, 32.5 M (106.6
 EJ0747'FT) WEST-SOUTHWEST FROM UTILITY POLE NUMBER 17 (3383Z 200 05 374 853)
 EJ0747'WITH TWO GUY WIRES, 13.7 M (44.9 FT) NORTH-NORTHWEST OF THE NORTH RAIL
 EJ0747'OF RAILROAD, 10.4 M (34.1 FT) SOUTH AND ACROSS ROAD FROM A FIRE
 EJ0747'HYDRANT, 5.5 M (18.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 EJ0747'OF SPRING ROAD, 0.15 M (0.49 FT) NORTH FROM A METAL WITNESS POST,
 EJ0747'ABOUT 1 M (3.3 FT) HIGHER THAN THE RAILROAD TRACKS AND ABOUT LEVEL
 EJ0747'WITH SPRING ROAD.  NOTE--THE STATION HAS TREE LINE BLOCKAGE FROM 290
 EJ0747'THROUGH 50 DEGREES, TREE BLOCKAGE FROM 95 THROUGH 145 DEGREES AND TREE
 EJ0747'BLOCKAGE FROM 195 THROUGH 215 DEGREES.
 EJ0747
 EJ0747                          STATION RECOVERY (2001)
 EJ0747
 EJ0747'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 EJ0747'RECOVERED IN GOOD CONDITION.
 EJ0747
 EJ0747                          STATION RECOVERY (2003)
 EJ0747
 EJ0747'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ0747'RECOVERED IN GOOD CONDITION.
 EJ0747
 EJ0747                          STATION RECOVERY (2006)
 EJ0747
 EJ0747'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EJ0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1336 ***********************************************************************
 FF1336  DESIGNATION -  R 8
 FF1336  PID         -  FF1336
 FF1336  STATE/COUNTY-  AR/WHITE
 FF1336  USGS QUAD   -  BALD KNOB (1994)
 FF1336
 FF1336                         *CURRENT SURVEY CONTROL
 FF1336  ___________________________________________________________________
 FF1336* NAD 83(1986)-  35 18 30.     (N)    091 33 55.     (W)     SCALED    
 FF1336* NAVD 88     -        67.415  (meters)     221.18   (feet)  ADJUSTED  
 FF1336  ___________________________________________________________________
 FF1336  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1336  DYNAMIC HT  -          67.355 (meters)     220.98  (feet)  COMP
 FF1336  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 FF1336
 FF1336  VERT ORDER  -  FIRST     CLASS II
 FF1336
 FF1336.The horizontal coordinates were scaled from a topographic map and have
 FF1336.an estimated accuracy of +/- 6 seconds.
 FF1336
 FF1336.The orthometric height was determined by differential leveling
 FF1336.and adjusted by the National Geodetic Survey in June 1991..
 FF1336
 FF1336.The geoid height was determined by GEOID03.
 FF1336
 FF1336.The dynamic height is computed by dividing the NAVD 88
 FF1336.geopotential number by the normal gravity value computed on the
 FF1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1336.degrees latitude (g = 980.6199 gals.).
 FF1336
 FF1336.The modeled gravity was interpolated from observed gravity values.
 FF1336
 FF1336;                    North         East    Units  Estimated Accuracy
 FF1336;SPC AR N     -   108,260.      439,530.      MT  (+/- 180 meters Scaled)
 FF1336
 FF1336                          SUPERSEDED SURVEY CONTROL
 FF1336
 FF1336  NGVD 29 (??/??/??)   67.369  (m)          221.03   (f) ADJUSTED    1 2
 FF1336
 FF1336.Superseded values are not recommended for survey control.
 FF1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1336.See file dsdata.txt to determine how the superseded data were derived.
 FF1336
 FF1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV304081(NAD 83)
 FF1336_MARKER: DB = BENCH MARK DISK
 FF1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1336_STAMPING: 221.026 R 8 1931
 FF1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1336+STABILITY: SURFACE MOTION
 FF1336
 FF1336  HISTORY     - Date     Condition        Report By
 FF1336  HISTORY     - 1931     MONUMENTED       CGS
 FF1336  HISTORY     - 1962     GOOD             CGS
 FF1336  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1336
 FF1336                          STATION DESCRIPTION
 FF1336
 FF1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1336'AT BALD KNOB.
 FF1336'AT BALD KNOB, WHITE COUNTY, ABOUT 650 FEET NORTH OF THE MISSOURI
 FF1336'PACIFIC RAILROAD PASSENGER STATION, AT THE FIRST STREET CROSSING
 FF1336'EAST OF BLOCK SIGNAL 288.1, 141 FEET EAST OF THE SOUTH YARD
 FF1336'TRACK, 35 FEET SOUTH OF THE CENTER LINE OF THE STREET, AND 32
 FF1336'FEET WEST OF THE CENTER LINE OF THE TRACK LEADING TO MEMPHIS.
 FF1336'A STANDARD DISK, STAMPED 221.026 R 8 1931 AND SET IN THE TOP
 FF1336'OF A CONCRETE POST.
 FF1336
 FF1336                          STATION RECOVERY (2003)
 FF1336
 FF1336'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0546 ***********************************************************************
 EJ0546  DESIGNATION -  R 80
 EJ0546  PID         -  EJ0546
 EJ0546  STATE/COUNTY-  AR/JEFFERSON
 EJ0546  USGS QUAD   -  PINE BLUFF (1984)
 EJ0546
 EJ0546                         *CURRENT SURVEY CONTROL
 EJ0546  ___________________________________________________________________
 EJ0546* NAD 83(1986)-  34 14 59.     (N)    092 06 17.     (W)     SCALED    
 EJ0546* NAVD 88     -        82.124  (meters)     269.44   (feet)  ADJUSTED  
 EJ0546  ___________________________________________________________________
 EJ0546  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0546  DYNAMIC HT  -          82.044 (meters)     269.17  (feet)  COMP
 EJ0546  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 EJ0546
 EJ0546  VERT ORDER  -  SECOND    CLASS 0
 EJ0546
 EJ0546.The horizontal coordinates were scaled from a topographic map and have
 EJ0546.an estimated accuracy of +/- 6 seconds.
 EJ0546
 EJ0546.The orthometric height was determined by differential leveling
 EJ0546.and adjusted by the National Geodetic Survey in June 1991..
 EJ0546
 EJ0546.The geoid height was determined by GEOID03.
 EJ0546
 EJ0546.The dynamic height is computed by dividing the NAVD 88
 EJ0546.geopotential number by the normal gravity value computed on the
 EJ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0546.degrees latitude (g = 980.6199 gals.).
 EJ0546
 EJ0546.The modeled gravity was interpolated from observed gravity values.
 EJ0546
 EJ0546;                    North         East    Units  Estimated Accuracy
 EJ0546;SPC AR S     -   575,590.      390,350.      MT  (+/- 180 meters Scaled)
 EJ0546
 EJ0546                          SUPERSEDED SURVEY CONTROL
 EJ0546
 EJ0546  NGVD 29 (??/??/92)   82.201  (m)          269.69   (f) ADJ UNCH    2 0
 EJ0546
 EJ0546.Superseded values are not recommended for survey control.
 EJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0546.See file dsdata.txt to determine how the superseded data were derived.
 EJ0546
 EJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT824902(NAD 83)
 EJ0546_MARKER: DB = BENCH MARK DISK
 EJ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0546_STAMPING: R 80 1935
 EJ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0546+STABILITY: SURFACE MOTION
 EJ0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0546+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 EJ0546
 EJ0546  HISTORY     - Date     Condition        Report By
 EJ0546  HISTORY     - 1935     MONUMENTED       CGS
 EJ0546  HISTORY     - 1937     GOOD             ARGS
 EJ0546  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0546  HISTORY     - 20020819 GOOD             INDIV
 EJ0546
 EJ0546                          STATION DESCRIPTION
 EJ0546
 EJ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0546'6.4 MI W FROM PINE BLUFF.
 EJ0546'6.4 MILES WEST OF, ALONG M.P.RY., FROM STATION ABOUT 200 FEET
 EJ0546'NORTHWEST OF R.R. TRESTLE MARKED NO. 7.  ABOUT 120 FEET EAST OF
 EJ0546'TELEPHONE POLE MARKED 407+20.  48.3 FEET NORTH OF CENTERLINE OF
 EJ0546'MISSOURI PACIFIC R.R.  4 FT. SOUTHEAST OF SOUTHWEST CORNER OF FIELD
 EJ0546'FENCE AND 16 INCH IN DIAMETER PINE TREE.  1.4 FT. SOUTH OF FENCE
 EJ0546'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0546
 EJ0546                          STATION RECOVERY (1937)
 EJ0546
 EJ0546'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1937
 EJ0546'RECOVERED IN GOOD CONDITION.
 EJ0546
 EJ0546                          STATION RECOVERY (1984)
 EJ0546
 EJ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0546'MARK NOT FOUND.
 EJ0546
 EJ0546                          STATION RECOVERY (2002)
 EJ0546
 EJ0546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JS)
 EJ0546'THE MARK WAS FOUND AND IN GOOD CONDITION 2.50 FEET SOUTHEAST OF BURNED
 EJ0546'OUT STUMP. THE OLD SIGN POST WAS AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1348 ***********************************************************************
 EH1348  DESIGNATION -  R 82
 EH1348  PID         -  EH1348
 EH1348  STATE/COUNTY-  AR/ARKANSAS
 EH1348  USGS QUAD   -  DE WITT (1968)
 EH1348
 EH1348                         *CURRENT SURVEY CONTROL
 EH1348  ___________________________________________________________________
 EH1348* NAD 83(1986)-  34 18 56.     (N)    091 17 13.     (W)     SCALED    
 EH1348* NAVD 88     -        51.106  (meters)     167.67   (feet)  ADJUSTED  
 EH1348  ___________________________________________________________________
 EH1348  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH1348  DYNAMIC HT  -          51.056 (meters)     167.51  (feet)  COMP
 EH1348  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 EH1348
 EH1348  VERT ORDER  -  FIRST     CLASS II
 EH1348
 EH1348.The horizontal coordinates were scaled from a topographic map and have
 EH1348.an estimated accuracy of +/- 6 seconds.
 EH1348
 EH1348.The orthometric height was determined by differential leveling
 EH1348.and adjusted by the National Geodetic Survey in August 1993..
 EH1348
 EH1348.The geoid height was determined by GEOID03.
 EH1348
 EH1348.The dynamic height is computed by dividing the NAVD 88
 EH1348.geopotential number by the normal gravity value computed on the
 EH1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1348.degrees latitude (g = 980.6199 gals.).
 EH1348
 EH1348.The modeled gravity was interpolated from observed gravity values.
 EH1348
 EH1348;                    North         East    Units  Estimated Accuracy
 EH1348;SPC AR S     -   583,110.      465,630.      MT  (+/- 180 meters Scaled)
 EH1348
 EH1348                          SUPERSEDED SURVEY CONTROL
 EH1348
 EH1348  NAVD 88 (06/15/91)   51.062  (m)          167.53   (f) UNKNOWN     1 2
 EH1348  NGVD 29 (??/??/??)   51.187  (m)          167.94   (f) ADJUSTED    1 2
 EH1348
 EH1348.Superseded values are not recommended for survey control.
 EH1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1348.See file dsdata.txt to determine how the superseded data were derived.
 EH1348
 EH1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT576984(NAD 83)
 EH1348_MARKER: DB = BENCH MARK DISK
 EH1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1348_STAMPING: R 82 1935
 EH1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1348+STABILITY: SURFACE MOTION
 EH1348
 EH1348  HISTORY     - Date     Condition        Report By
 EH1348  HISTORY     - 1935     MONUMENTED       CGS
 EH1348  HISTORY     - 1954     GOOD             CGS
 EH1348  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1348
 EH1348                          STATION DESCRIPTION
 EH1348
 EH1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1348'3.4 MI NE FROM DEWITT.
 EH1348'3.4 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE COUNTY COURTHOUSE
 EH1348'AT DEWITT, ARKANSAS COUNTY, 2.0 MILES SOUTHWEST OF THE CENTER SCHOOL,
 EH1348'0.6 MILE NORTHEAST OF THE ROAD JUNCTION AT THE LAGURE SCHOOL, 0.2 MILE
 EH1348'WEST OF A STEEL BRIDGE, 95 YARDS EAST OF A CONCRETE CULVERT, 83 YARDS
 EH1348'NORTHWEST OF AN UNPAINTED FRAME FARMHOUSE, 46 FEET NORTH OF THE
 EH1348'CENTERLINE OF THE HIGHWAY, AND 4.5 FEET EAST OF THE SOUTHWEST CORNER
 EH1348'OF A FENCE.  A STANDARD DISK, STAMPED R 82 1935 AND SET IN THE TOP OF
 EH1348'A CONCRETE POST.
 EH1348
 EH1348                          STATION RECOVERY (1976)
 EH1348
 EH1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0894 ***********************************************************************
 FG0894  DESIGNATION -  R 85
 FG0894  PID         -  FG0894
 FG0894  STATE/COUNTY-  AR/JOHNSON
 FG0894  USGS QUAD   -  TREAT (1980)
 FG0894
 FG0894                         *CURRENT SURVEY CONTROL
 FG0894  ___________________________________________________________________
 FG0894* NAD 83(1986)-  35 31 27.     (N)    093 14 57.     (W)     SCALED    
 FG0894* NAVD 88     -       232.815  (meters)     763.83   (feet)  ADJUSTED  
 FG0894  ___________________________________________________________________
 FG0894  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FG0894  DYNAMIC HT  -         232.590 (meters)     763.09  (feet)  COMP
 FG0894  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 FG0894
 FG0894  VERT ORDER  -  SECOND    CLASS 0
 FG0894
 FG0894.The horizontal coordinates were scaled from a topographic map and have
 FG0894.an estimated accuracy of +/- 6 seconds.
 FG0894
 FG0894.The orthometric height was determined by differential leveling
 FG0894.and adjusted by the National Geodetic Survey in June 1991..
 FG0894
 FG0894.The geoid height was determined by GEOID03.
 FG0894
 FG0894.The dynamic height is computed by dividing the NAVD 88
 FG0894.geopotential number by the normal gravity value computed on the
 FG0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0894.degrees latitude (g = 980.6199 gals.).
 FG0894
 FG0894.The modeled gravity was interpolated from observed gravity values.
 FG0894
 FG0894;                    North         East    Units  Estimated Accuracy
 FG0894;SPC AR N     -   132,830.      286,710.      MT  (+/- 180 meters Scaled)
 FG0894
 FG0894                          SUPERSEDED SURVEY CONTROL
 FG0894
 FG0894  NGVD 29 (??/??/92)  232.770  (m)          763.68   (f) ADJ UNCH    2 0
 FG0894
 FG0894.Superseded values are not recommended for survey control.
 FG0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0894.See file dsdata.txt to determine how the superseded data were derived.
 FG0894
 FG0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV774312(NAD 83)
 FG0894_MARKER: DB = BENCH MARK DISK
 FG0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0894_STAMPING: R 85 1935
 FG0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0894+STABILITY: SURFACE MOTION
 FG0894
 FG0894  HISTORY     - Date     Condition        Report By
 FG0894  HISTORY     - 1935     MONUMENTED       CGS
 FG0894  HISTORY     - 1935     GOOD             NGS
 FG0894  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0894
 FG0894                          STATION DESCRIPTION
 FG0894
 FG0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0894'4.9 MI E FROM HAGARVILLE.
 FG0894'LOCATED 4.9 MILES EAST OF HAGARVILLE, ALONG HAGARVILLE-HOWARD SCHOOL
 FG0894'RD., FROM THE C. E. MORRIS RESIDENCE.  ABOUT 800 FT. EAST OF
 FG0894'HARDCASTLES STORE.  100 FT. EAST OF H. L. POTEET HOUSE.  80 FT. EAST
 FG0894'OF SMALL BRIDGE.  45 FT SOUTHEAST OF CENTERLINE OF T JUNTION OF LAMAR
 FG0894'RD. WITH HAGARVILLE-HOWARD SCHOOL RD.  26 FT SOUTH OF CENTERLINE OF
 FG0894'HAGARVILLE-HOWARD SCHOOL RD., 25 FT. EAST OF CENTERLINE OF LAMAR RD.
 FG0894'AT JUNCTION OF LINES B AND 6.  TABLET SET IN PRECAST CONCRETE POST.
 FG0894
 FG0894                          STATION RECOVERY (1960)
 FG0894
 FG0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FG0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0183 ***********************************************************************
 FF0183  DESIGNATION -  R 86
 FF0183  PID         -  FF0183
 FF0183  STATE/COUNTY-  AR/CRITTENDEN
 FF0183  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0183
 FF0183                         *CURRENT SURVEY CONTROL
 FF0183  ___________________________________________________________________
 FF0183* NAD 83(1986)-  35 11 27.     (N)    090 13 08.     (W)     SCALED    
 FF0183* NAVD 88     -        66.991  (meters)     219.79   (feet)  POSTED    
 FF0183  ___________________________________________________________________
 FF0183  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0183  DYNAMIC HT  -          66.930 (meters)     219.59  (feet)  COMP
 FF0183  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 FF0183
 FF0183  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0183
 FF0183.The horizontal coordinates were scaled from a topographic map and have
 FF0183.an estimated accuracy of +/- 6 seconds.
 FF0183
 FF0183.The orthometric height was determined by differential leveling
 FF0183.and adjusted by the National Geodetic Survey in 1992..
 FF0183.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0183.rate of 1.1 thru 2.0 mm/km.
 FF0183
 FF0183.The geoid height was determined by GEOID03.
 FF0183
 FF0183.The dynamic height is computed by dividing the NAVD 88
 FF0183.geopotential number by the normal gravity value computed on the
 FF0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0183.degrees latitude (g = 980.6199 gals.).
 FF0183
 FF0183.The modeled gravity was interpolated from observed gravity values.
 FF0183
 FF0183;                    North         East    Units  Estimated Accuracy
 FF0183;SPC AR N     -    96,600.      562,200.      MT  (+/- 180 meters Scaled)
 FF0183
 FF0183                          SUPERSEDED SURVEY CONTROL
 FF0183
 FF0183  NGVD 29 (??/??/??)   66.999  (m)          219.81   (f) ADJUSTED    2 0
 FF0183
 FF0183.Superseded values are not recommended for survey control.
 FF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0183.See file dsdata.txt to determine how the superseded data were derived.
 FF0183
 FF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU532977(NAD 83)
 FF0183_MARKER: DB = BENCH MARK DISK
 FF0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0183_STAMPING: R 86 1935
 FF0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0183+STABILITY: SURFACE MOTION
 FF0183
 FF0183  HISTORY     - Date     Condition        Report By
 FF0183  HISTORY     - 1935     MONUMENTED       CGS
 FF0183  HISTORY     - 20030130 MARK NOT FOUND   USACE
 FF0183
 FF0183                          STATION DESCRIPTION
 FF0183
 FF0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0183'4.8 MI E FROM VINCENT.
 FF0183'4.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0183'STATION AT VINCENT, CRITTENDEN COUNTY, AT GAVIN, 81.5 FEET
 FF0183'SOUTHEAST OF MILEPOST 368, 47.5 FEET EAST OF THE STATION SIGNBOARD,
 FF0183'23.5 FEET NORTH OF THE NORTHWEST CORNER OF SEMAPHORE 3681,
 FF0183'36.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 4.5 FEET
 FF0183'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED R 86
 FF0183'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0183
 FF0183                          STATION RECOVERY (2003)
 FF0183
 FF0183'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0237 ***********************************************************************
 EK0237  DESIGNATION -  R 87
 EK0237  PID         -  EK0237
 EK0237  STATE/COUNTY-  AR/SEVIER
 EK0237  USGS QUAD   -  GILLHAM (1964)
 EK0237
 EK0237                         *CURRENT SURVEY CONTROL
 EK0237  ___________________________________________________________________
 EK0237* NAD 83(1986)-  34 09 48.     (N)    094 17 01.     (W)     SCALED    
 EK0237* NAVD 88     -       165.932  (meters)     544.40   (feet)  ADJUSTED  
 EK0237  ___________________________________________________________________
 EK0237  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EK0237  DYNAMIC HT  -         165.763 (meters)     543.84  (feet)  COMP
 EK0237  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 EK0237
 EK0237  VERT ORDER  -  SECOND    CLASS 0
 EK0237
 EK0237.The horizontal coordinates were scaled from a topographic map and have
 EK0237.an estimated accuracy of +/- 6 seconds.
 EK0237
 EK0237.The orthometric height was determined by differential leveling
 EK0237.and adjusted by the National Geodetic Survey in June 1991..
 EK0237
 EK0237.The geoid height was determined by GEOID03.
 EK0237
 EK0237.The dynamic height is computed by dividing the NAVD 88
 EK0237.geopotential number by the normal gravity value computed on the
 EK0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0237.degrees latitude (g = 980.6199 gals.).
 EK0237
 EK0237.The modeled gravity was interpolated from observed gravity values.
 EK0237
 EK0237;                    North         East    Units  Estimated Accuracy
 EK0237;SPC AR S     -   568,350.      189,470.      MT  (+/- 180 meters Scaled)
 EK0237
 EK0237                          SUPERSEDED SURVEY CONTROL
 EK0237
 EK0237  NGVD 29 (??/??/92)  165.909  (m)          544.32   (f) ADJ UNCH    2 0
 EK0237
 EK0237.Superseded values are not recommended for survey control.
 EK0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0237.See file dsdata.txt to determine how the superseded data were derived.
 EK0237
 EK0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT816810(NAD 83)
 EK0237_MARKER: DB = BENCH MARK DISK
 EK0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0237_STAMPING: R-87 1935
 EK0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0237+STABILITY: SURFACE MOTION
 EK0237
 EK0237  HISTORY     - Date     Condition        Report By
 EK0237  HISTORY     - 1935     MONUMENTED       CGS
 EK0237  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0237  HISTORY     - 1964     MARK NOT FOUND   USGS
 EK0237  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0237
 EK0237                          STATION DESCRIPTION
 EK0237
 EK0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0237'2.1 MI SE FROM GILLHAM.
 EK0237'2.1 MILES SOUTHEAST OF, ALONG DUDLEY CREEK ROAD, FROM KANS. CITY
 EK0237'SO. RY. STATION, ABOUT 1.9 MILE EAST OF M.P. 442 1/2, AT HENRY
 EK0237'HERMANS FARM, 100 FEET SOUTHWEST OF THE FARMHOUSE, 44.5 FEET SOUTH
 EK0237'OF THE ROAD CENTERLINE, 46 FEET NORTH OF NORTH BANK OF DUDLEY
 EK0237'CREEK, 37.5 FEET SOUTH OF FENCE CORNER AT SOUTH SIDE OF ROAD, 1
 EK0237'FT. EAST OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE
 EK0237'POST.
 EK0237
 EK0237                          STATION RECOVERY (1962)
 EK0237
 EK0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0237'MARK NOT FOUND.
 EK0237
 EK0237                          STATION RECOVERY (1964)
 EK0237
 EK0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EK0237'MARK NOT FOUND.
 EK0237
 EK0237                          STATION RECOVERY (1985)
 EK0237
 EK0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0237'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0279 ***********************************************************************
 EK0279  DESIGNATION -  R 88
 EK0279  PID         -  EK0279
 EK0279  STATE/COUNTY-  AR/HOWARD
 EK0279  USGS QUAD   -  GILLHAM DAM (1964)
 EK0279
 EK0279                         *CURRENT SURVEY CONTROL
 EK0279  ___________________________________________________________________
 EK0279* NAD 83(1986)-  34 13 17.     (N)    094 08 53.     (W)     SCALED    
 EK0279* NAVD 88     -       244.395  (meters)     801.82   (feet)  ADJUSTED  
 EK0279  ___________________________________________________________________
 EK0279  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EK0279  DYNAMIC HT  -         244.144 (meters)     801.00  (feet)  COMP
 EK0279  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 EK0279
 EK0279  VERT ORDER  -  SECOND    CLASS 0
 EK0279
 EK0279.The horizontal coordinates were scaled from a topographic map and have
 EK0279.an estimated accuracy of +/- 6 seconds.
 EK0279
 EK0279.The orthometric height was determined by differential leveling
 EK0279.and adjusted by the National Geodetic Survey in June 1991..
 EK0279
 EK0279.The geoid height was determined by GEOID03.
 EK0279
 EK0279.The dynamic height is computed by dividing the NAVD 88
 EK0279.geopotential number by the normal gravity value computed on the
 EK0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0279.degrees latitude (g = 980.6199 gals.).
 EK0279
 EK0279.The modeled gravity was interpolated from observed gravity values.
 EK0279
 EK0279;                    North         East    Units  Estimated Accuracy
 EK0279;SPC AR S     -   574,520.      202,100.      MT  (+/- 180 meters Scaled)
 EK0279
 EK0279                          SUPERSEDED SURVEY CONTROL
 EK0279
 EK0279  NGVD 29 (??/??/92)  244.356  (m)          801.69   (f) ADJ UNCH    2 0
 EK0279
 EK0279.Superseded values are not recommended for survey control.
 EK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0279.See file dsdata.txt to determine how the superseded data were derived.
 EK0279
 EK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT942872(NAD 83)
 EK0279_MARKER: DB = BENCH MARK DISK
 EK0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0279_STAMPING: R-88 1935
 EK0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0279+STABILITY: SURFACE MOTION
 EK0279
 EK0279  HISTORY     - Date     Condition        Report By
 EK0279  HISTORY     - 1935     MONUMENTED       CGS
 EK0279  HISTORY     - 1962     GOOD             NGS
 EK0279
 EK0279                          STATION DESCRIPTION
 EK0279
 EK0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0279'2.7 MI SW FROM GALENA.
 EK0279'ABOUT 2.7 MILES SOUTHWEST OF, ALONG BURG-GILLHAM ROAD, FROM OLD
 EK0279'TOWN SITE OF GALENA.  ABOUT .7 MILE SOUTH OF INTERSECTION OF
 EK0279'FORGY SPRINGS ROAD, .6 MILE SOUTH OF CHAMBERS SPRINGS, 360 FEET
 EK0279'SOUTH OF CURVE AT SOUTH SIDE OF DIP IN HIGHWAY, 180 FEET NORTH
 EK0279'OF SADDLE IN RIDGE, 19.5 FEET EAST OF HIGHWAY CENTERLINE, 8 FEET
 EK0279'EAST OF BLAZED OAK TREE .8 FT. IN DIAMETER AND SUPPORTING
 EK0279'TELEPHONE LINE, TABLET SET IN PRECAST CONCRETE POST.
 EK0279
 EK0279                          STATION RECOVERY (1962)
 EK0279
 EK0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0234 ***********************************************************************
 EK0234  DESIGNATION -  R 89
 EK0234  PID         -  EK0234
 EK0234  STATE/COUNTY-  AR/HOWARD
 EK0234  USGS QUAD   -  DIERKS DAM (1966)
 EK0234
 EK0234                         *CURRENT SURVEY CONTROL
 EK0234  ___________________________________________________________________
 EK0234* NAD 83(1986)-  34 14 36.     (N)    094 01 42.     (W)     SCALED    
 EK0234* NAVD 88     -       217.516  (meters)     713.63   (feet)  ADJUSTED  
 EK0234  ___________________________________________________________________
 EK0234  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 EK0234  DYNAMIC HT  -         217.293 (meters)     712.90  (feet)  COMP
 EK0234  MODELED GRAV-     979,605.3   (mgal)                       NAVD 88
 EK0234
 EK0234  VERT ORDER  -  SECOND    CLASS 0
 EK0234
 EK0234.The horizontal coordinates were scaled from a topographic map and have
 EK0234.an estimated accuracy of +/- 6 seconds.
 EK0234
 EK0234.The orthometric height was determined by differential leveling
 EK0234.and adjusted by the National Geodetic Survey in June 1991..
 EK0234
 EK0234.The geoid height was determined by GEOID03.
 EK0234
 EK0234.The dynamic height is computed by dividing the NAVD 88
 EK0234.geopotential number by the normal gravity value computed on the
 EK0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0234.degrees latitude (g = 980.6199 gals.).
 EK0234
 EK0234.The modeled gravity was interpolated from observed gravity values.
 EK0234
 EK0234;                    North         East    Units  Estimated Accuracy
 EK0234;SPC AR S     -   576,720.      213,180.      MT  (+/- 180 meters Scaled)
 EK0234
 EK0234                          SUPERSEDED SURVEY CONTROL
 EK0234
 EK0234  NGVD 29 (??/??/92)  217.474  (m)          713.50   (f) ADJ UNCH    2 0
 EK0234
 EK0234.Superseded values are not recommended for survey control.
 EK0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0234.See file dsdata.txt to determine how the superseded data were derived.
 EK0234
 EK0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT053896(NAD 83)
 EK0234_MARKER: DB = BENCH MARK DISK
 EK0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0234_STAMPING: R 89 1935
 EK0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0234+STABILITY: SURFACE MOTION
 EK0234
 EK0234  HISTORY     - Date     Condition        Report By
 EK0234  HISTORY     - 1935     MONUMENTED       CGS
 EK0234  HISTORY     - 1962     GOOD             NGS
 EK0234
 EK0234                          STATION DESCRIPTION
 EK0234
 EK0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0234'2.8 MI NE FROM BURG.
 EK0234'REACHED FROM THE INTERSECTION OF THE BURG-GILLHAM ROAD AT BURG BY
 EK0234'GOING NORTHEAST ON THE BURG-UMPIRE ROAD FOR 2.15 MILES TO A SIDE
 EK0234'ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST FOR 1.4 MILES TO FORKS AND
 EK0234'MARK IN FORKS, 40 FEET SOUTHEAST OF THE MAIN ROAD, 26 FEET NORTHEAST
 EK0234'OF A ROAD LEADING SOUTHEAST AND ABOUT 44 FEET SOUTHEAST OF A BLAZED
 EK0234'OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0308 ***********************************************************************
 GE0308  DESIGNATION -  R 9
 GE0308  PID         -  GE0308
 GE0308  STATE/COUNTY-  AR/LAWRENCE
 GE0308  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0308
 GE0308                         *CURRENT SURVEY CONTROL
 GE0308  ___________________________________________________________________
 GE0308* NAD 83(1997)-  36 00 51.94231(N)    090 59 59.03772(W)     ADJUSTED  
 GE0308* NAVD 88     -        80.191  (meters)     263.09   (feet)  ADJUSTED  
 GE0308  ___________________________________________________________________
 GE0308  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 GE0308  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GE0308  DYNAMIC HT  -          80.124 (meters)     262.87  (feet)  COMP
 GE0308  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 GE0308
 GE0308  HORZ ORDER  -  SECOND
 GE0308  VERT ORDER  -  FIRST     CLASS II
 GE0308
 GE0308.The horizontal coordinates were established by classical geodetic methods
 GE0308.and adjusted by the National Geodetic Survey in September 1999..
 GE0308
 GE0308.The orthometric height was determined by differential leveling
 GE0308.and adjusted by the National Geodetic Survey in June 1991..
 GE0308
 GE0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0308
 GE0308.The geoid height was determined by GEOID03.
 GE0308
 GE0308.The dynamic height is computed by dividing the NAVD 88
 GE0308.geopotential number by the normal gravity value computed on the
 GE0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0308.degrees latitude (g = 980.6199 gals.).
 GE0308
 GE0308.The modeled gravity was interpolated from observed gravity values.
 GE0308
 GE0308;                    North         East     Units Scale Factor Converg.
 GE0308;SPC AR N     -   186,964.485   490,166.565   MT  0.99996405   +0 34 55.4
 GE0308;SPC AR N     -   613,399.31  1,608,154.81   sFT  0.99996405   +0 34 55.4
 GE0308;UTM  15      - 3,987,399.331   680,257.889   MT  1.00000038   +1 10 35.2
 GE0308
 GE0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0308!SPC AR N     -   0.99999181  x   0.99996405  =   0.99995586
 GE0308!UTM  15      -   0.99999181  x   1.00000038  =   0.99999219
 GE0308
 GE0308                          SUPERSEDED SURVEY CONTROL
 GE0308
 GE0308  NAD 83(1986)-  36 00 51.95309(N)    090 59 59.03729(W) AD(       ) 2
 GE0308  NAD 27      -  36 00 51.69630(N)    090 59 58.60230(W) AD(       ) 2
 GE0308  NGVD 29 (??/??/92)   80.105  (m)          262.81   (f) ADJ UNCH    1 2
 GE0308
 GE0308.Superseded values are not recommended for survey control.
 GE0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0308.See file dsdata.txt to determine how the superseded data were derived.
 GE0308
 GE0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8025887399(NAD 83)
 GE0308_MARKER: DB = BENCH MARK DISK
 GE0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0308_STAMPING: 262.811 R 9 1931
 GE0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0308+STABILITY: SURFACE MOTION
 GE0308
 GE0308  HISTORY     - Date     Condition        Report By
 GE0308  HISTORY     - 1931     MONUMENTED       CGS
 GE0308  HISTORY     - 1953     GOOD             NGS
 GE0308  HISTORY     - 1974     GOOD             USGS
 GE0308  HISTORY     - 20020323 MARK NOT FOUND   USACE
 GE0308
 GE0308                          STATION DESCRIPTION
 GE0308
 GE0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GE0308'3 MI SW FROM HOXIE.
 GE0308'3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM HOXIE,
 GE0308'LAWRENCE COUNTY, 51 FEET SOUTH OF POLE 229+13, AT A PRIVATE-ROAD
 GE0308'CROSSING, 25 FEET SOUTH OF THE ROAD, 35 FEET EAST OF THE CENTER
 GE0308'LINE OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 GE0308'DISK, STAMPED 262.811 R 9 1931 AND SET IN THE TOP OF A CONCRETE
 GE0308'POST.
 GE0308
 GE0308                          STATION RECOVERY (1974)
 GE0308
 GE0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GE0308'3 MI. SW ALONG THE MO. PAC. RR FROM. T. 16 N. R. 1 E9 IN NE COR. SEC.
 GE0308'20. APPROXIMATELY 900 FEET SOUTH FROM THE JCT. OF U.S. HWY. 67 AND A
 GE0308'GRAVELLED ROAD LEADING WEST, AT AN ABANDONED PRIVATE GRADE-CROSSING.
 GE0308'75 FT. SOUTH OF THE HIGHWAY, 35 FT. SOUTH OF THE CENTER OF THE TRACK,
 GE0308'AND IN LINE WITH A ROW OF POWER POLES. A STANDARD DISK, STAMPED
 GE0308'"262.811 R 9 1931" AND SET IN THE TOP OF A CONCRETE POST.
 GE0308
 GE0308                          STATION RECOVERY (2002)
 GE0308
 GE0308'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0308'THIS STATION WAS NOT FOUND. NOW IS AREA OF CULTIVATED FIELD AND SMALL
 GE0308'DRAIN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9688 ***********************************************************************
 DE9688  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9688  DESIGNATION -  R 9 2 89
 DE9688  PID         -  DE9688
 DE9688  STATE/COUNTY-  AR/MISSISSIPPI
 DE9688  USGS QUAD   -  CHIC (1983)
 DE9688
 DE9688                         *CURRENT SURVEY CONTROL
 DE9688  ___________________________________________________________________
 DE9688* NAD 83(1997)-  35 58 24.25692(N)    089 43 48.52788(W)     ADJUSTED  
 DE9688* NAVD 88     -        85.94   (meters)     282.0    (feet)  GPS OBS   
 DE9688  ___________________________________________________________________
 DE9688  X           -      24,339.272 (meters)                     COMP
 DE9688  Y           -  -5,167,722.227 (meters)                     COMP
 DE9688  Z           -   3,725,837.831 (meters)                     COMP
 DE9688  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DE9688  ELLIP HEIGHT-          57.80  (meters)          (01/24/03) GPS OBS
 DE9688  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DE9688
 DE9688  HORZ ORDER  -  FIRST
 DE9688  ELLP ORDER  -  SECOND    CLASS II
 DE9688
 DE9688.The horizontal coordinates were established by GPS observations
 DE9688.and adjusted by the National Geodetic Survey in January 2003..
 DE9688
 DE9688.The orthometric height was determined by GPS observations and a
 DE9688.high-resolution geoid model using precise GPS observation and
 DE9688.processing techniques.
 DE9688
 DE9688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9688
 DE9688.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9688
 DE9688.The ellipsoidal height was determined by GPS observations
 DE9688.and is referenced to NAD 83.
 DE9688
 DE9688.The geoid height was determined by GEOID03.
 DE9688
 DE9688;                    North         East     Units Scale Factor Converg.
 DE9688;SPC AR N     -   184,314.280   604,700.507   MT  0.99995894   +1 19 15.0
 DE9688;SPC AR N     -   604,704.43  1,983,921.58   sFT  0.99995894   +1 19 15.0
 DE9688;UTM  16      - 3,984,445.380   253,826.668   MT  1.00034679   -1 36 16.3
 DE9688
 DE9688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9688!SPC AR N     -   0.99999093  x   0.99995894  =   0.99994987
 DE9688!UTM  16      -   0.99999093  x   1.00034679  =   1.00033772
 DE9688
 DE9688                          SUPERSEDED SURVEY CONTROL
 DE9688
 DE9688.No superseded survey control is available for this station.
 DE9688
 DE9688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5382784445(NAD 83)
 DE9688_MARKER: F = FLANGE-ENCASED ROD
 DE9688_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DE9688_STAMPING: R-9-2-89
 DE9688_MARK LOGO: USACE 
 DE9688_PROJECTION: FLUSH
 DE9688_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9688+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 DE9688_ROD/PIPE-DEPTH: 12.2 meters
 DE9688_SLEEVE-DEPTH  :  0.5 meters
 DE9688
 DE9688  HISTORY     - Date     Condition        Report By
 DE9688  HISTORY     - 1998     MONUMENTED       USACE
 DE9688  HISTORY     - 20011010 GOOD             3001
 DE9688
 DE9688                          STATION DESCRIPTION
 DE9688
 DE9688'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9688'THE STATION IS LOCATED IN HUFFMAN, AR (MISSISSIPPI COUNTY), 0.3 MILES
 DE9688'EAST OF HWY 137 AT
 DE9688'HUFFMAN.  6.6 MILES EAST-SOUTHEAST OF COOTER, MS, 5.3 MILES NORTHEAST
 DE9688'OF ARMOREL, AR.
 DE9688'MUST HAVE KEY TO GET ON LEVEE.
 DE9688' 
 DE9688'TO REACH THE STATION FROM THE INTERSECTION OF I-55 EXIT 71, PROCEED
 DE9688'NORTH ON FRONTAGE
 DE9688'ROAD FOR 0.5 MILES TO SR 150.  PROCEED EAST ON SR 150 FOR 8.8 MILES TO
 DE9688'THE INTERSECTION OF
 DE9688'SR 150 AND SR 137, GO EAST ON LOCAL ROAD FOR 0.21 MILES, THROUGH A
 DE9688'LOCKED GATE TO TOP OF
 DE9688'LEVEE AND THE MARK IS ON THE LEFT.  ALSO, MAY BE REACHED FROM JUNCTION
 DE9688'OF SR 150 AND SR
 DE9688'137.  PROCEED NORTH FOR 0.5 MILES ON SR 137, TO JUNCTION OF SR 137 AND
 DE9688'N CR 54.  PROCEED
 DE9688'EAST ON N CR 54 FOR 0.22 MILES TO THE TOP OF LEVEE.  GO SOUTH ON LEVEE
 DE9688'FOR 0.56 MILES TO THE
 DE9688'MARK ON THE RIGHT.
 DE9688' 
 DE9688'THE STATION IS A 3/4 INCH ALUMINUM ROD, DRIVEN TO A DEPTH OF 40 FEET
 DE9688'DEEP AND THE TOP
 DE9688'SECTION IS A 3/4 INCH RIBBED ALUMINUM ROD, WITH AN ALUMINUM CAP INSIDE
 DE9688'A PVC PIPE WITH
 DE9688'ALUMINUM CAP ON IT STAMPED R-9-2-89.  PVC CAP SET FLUSH WITH THE
 DE9688'GROUND, AND CONCRETE
 DE9688'AROUND PVC.  MARK IS 0.3 MILES EAST OF HUFFMAN, AR, ON LEVEE.  0.5
 DE9688'MILES SOUTH OF PAVED
 DE9688'ROAD, ACROSS LEVEE TO GRAIN LOADING DOCK, 10 FEET LANDSIDE OF
 DE9688'CENTERLINE OF LEVEE.  110
 DE9688'FEET UPSTREAM OF INTERSECTION OF CENTERLINE OF LEVEE, AND LAND AND
 DE9688'RIVERSIDE RAMP, 4
 DE9688'FEET RIVERSIDE OF WITNESS POST.
 DE9688'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0870 ***********************************************************************
 DK0870  DESIGNATION -  R 90
 DK0870  PID         -  DK0870
 DK0870  STATE/COUNTY-  AR/DESHA
 DK0870  USGS QUAD   -  DUMAS (1969)
 DK0870
 DK0870                         *CURRENT SURVEY CONTROL
 DK0870  ___________________________________________________________________
 DK0870* NAD 83(1986)-  33 52 59.     (N)    091 28 46.     (W)     SCALED    
 DK0870* NAVD 88     -        49.687  (meters)     163.01   (feet)  POSTED    
 DK0870  ___________________________________________________________________
 DK0870  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DK0870  DYNAMIC HT  -          49.640 (meters)     162.86  (feet)  COMP
 DK0870  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 DK0870
 DK0870  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 DK0870
 DK0870.The horizontal coordinates were scaled from a topographic map and have
 DK0870.an estimated accuracy of +/- 6 seconds.
 DK0870
 DK0870.The orthometric height was determined by differential leveling
 DK0870.and adjusted by the National Geodetic Survey in 1992..
 DK0870.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 DK0870.rate of 3.1 thru 4.0 mm/km.
 DK0870
 DK0870.The geoid height was determined by GEOID03.
 DK0870
 DK0870.The dynamic height is computed by dividing the NAVD 88
 DK0870.geopotential number by the normal gravity value computed on the
 DK0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0870.degrees latitude (g = 980.6199 gals.).
 DK0870
 DK0870.The modeled gravity was interpolated from observed gravity values.
 DK0870
 DK0870;                    North         East    Units  Estimated Accuracy
 DK0870;SPC AR S     -   535,040.      448,150.      MT  (+/- 180 meters Scaled)
 DK0870
 DK0870                          SUPERSEDED SURVEY CONTROL
 DK0870
 DK0870  NGVD 29 (??/??/??)   49.790  (m)          163.35   (f) ADJUSTED    2 0
 DK0870
 DK0870.Superseded values are not recommended for survey control.
 DK0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0870.See file dsdata.txt to determine how the superseded data were derived.
 DK0870
 DK0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT406502(NAD 83)
 DK0870_MARKER: DB = BENCH MARK DISK
 DK0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0870_STAMPING: R 90 1935
 DK0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0870+STABILITY: SURFACE MOTION
 DK0870
 DK0870  HISTORY     - Date     Condition        Report By
 DK0870  HISTORY     - 1935     MONUMENTED       CGS
 DK0870  HISTORY     - 1940     GOOD             CGS
 DK0870  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0870
 DK0870                          STATION DESCRIPTION
 DK0870
 DK0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DK0870'1.0 MI E FROM DUMAS.
 DK0870'TO REACH FROM THE MISSOURI PACIFIC RR STATION AT DUMAS PROCEED EAST ON
 DK0870'STATE HIGHWAY NO. 54, GO ABOUT 1.0 MI.  BENCH MARK IS ABOUT 0.2 MI.
 DK0870'FROM JUNCTION OF U.S. HIGHWAY NO. 65 AND STATE HIGHWAY NO. 54, ABOUT
 DK0870'0.9 MI. WEST OF A STEEL BRIDGE OVER A LARGE DRAINAGE DITCH, ABOUT 195
 DK0870'FEET SOUTHWEST OF A LARGE PERSIMMON TREE AT A FENCE JUNCTION, 28 FEET
 DK0870'EAST OF THE CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE WHICH OPENS ON
 DK0870'A LANE LEADING TO A FARM, ABOUT 27 SOUTH OF THE CENTER LINE OF THE
 DK0870'HIGHWAY, ABOUT 25 YARDS NORTHEAST OF A FARM HOUSE, AND 1 FOOT NORTH OF
 DK0870'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK BM IN TOP OF 8 IN. SQUARE
 DK0870'CONCRETE POST PROJECTING 8 IN. ABOVE GROUND.  THIS DESCRIPTION TAKES
 DK0870'THE PLACE OF PREVIOUS DESCRIPTION OF BENCH MARK.
 DK0870
 DK0870                          STATION RECOVERY (1955)
 DK0870
 DK0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0050 ***********************************************************************
 DL0050  DESIGNATION -  R 91
 DL0050  PID         -  DL0050
 DL0050  STATE/COUNTY-  AR/CALHOUN
 DL0050  USGS QUAD   -  FORDYCE (1985)
 DL0050
 DL0050                         *CURRENT SURVEY CONTROL
 DL0050  ___________________________________________________________________
 DL0050* NAD 83(1986)-  33 47 13.     (N)    092 23 39.     (W)     SCALED    
 DL0050* NAVD 88     -        72.112  (meters)     236.59   (feet)  ADJUSTED  
 DL0050  ___________________________________________________________________
 DL0050  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DL0050  DYNAMIC HT  -          72.038 (meters)     236.34  (feet)  COMP
 DL0050  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 DL0050
 DL0050  VERT ORDER  -  SECOND    CLASS 0
 DL0050
 DL0050.The horizontal coordinates were scaled from a topographic map and have
 DL0050.an estimated accuracy of +/- 6 seconds.
 DL0050
 DL0050.The orthometric height was determined by differential leveling
 DL0050.and adjusted by the National Geodetic Survey in June 1991..
 DL0050
 DL0050.The geoid height was determined by GEOID03.
 DL0050
 DL0050.The dynamic height is computed by dividing the NAVD 88
 DL0050.geopotential number by the normal gravity value computed on the
 DL0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0050.degrees latitude (g = 980.6199 gals.).
 DL0050
 DL0050.The modeled gravity was interpolated from observed gravity values.
 DL0050
 DL0050;                    North         East    Units  Estimated Accuracy
 DL0050;SPC AR S     -   524,320.      363,500.      MT  (+/- 180 meters Scaled)
 DL0050
 DL0050                          SUPERSEDED SURVEY CONTROL
 DL0050
 DL0050  NGVD 29 (??/??/92)   72.165  (m)          236.76   (f) ADJ UNCH    2 0
 DL0050
 DL0050.Superseded values are not recommended for survey control.
 DL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0050.See file dsdata.txt to determine how the superseded data were derived.
 DL0050
 DL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT560386(NAD 83)
 DL0050_MARKER: DB = BENCH MARK DISK
 DL0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0050_STAMPING: R-91 1935
 DL0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0050+STABILITY: SURFACE MOTION
 DL0050
 DL0050  HISTORY     - Date     Condition        Report By
 DL0050  HISTORY     - 1935     MONUMENTED       CGS
 DL0050  HISTORY     - 1964     GOOD             NGS
 DL0050
 DL0050                          STATION DESCRIPTION
 DL0050
 DL0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0050'2.2 MI S FROM FORDYCE.
 DL0050'2.2 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  53.5 FEET
 DL0050'WEST OF CENTERLINE OF RAILROAD CROSSING.  47 FEET SOUTH OF CENTERLINE
 DL0050'OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  33.2 FEET NORTHWEST OF
 DL0050'CENTERLINE OF FARM ROAD.  9.4 FEET SOUTH OF TELEPHONE POLE 52-24. 4.3
 DL0050'FEET NORTH OF SOUTH CORNER OF FENCE.  4 FEET NORTHEAST OF FENCE
 DL0050'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 DL0050
 DL0050                          STATION RECOVERY (1964)
 DL0050
 DL0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3145 ***********************************************************************
 EH3145  DESIGNATION -  R 92 2 1
 EH3145  PID         -  EH3145
 EH3145  STATE/COUNTY-  AR/CRITTENDEN
 EH3145  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH3145
 EH3145                         *CURRENT SURVEY CONTROL
 EH3145  ___________________________________________________________________
 EH3145* NAD 83(1986)-  34 55 55.     (N)    090 16 42.     (W)     SCALED    
 EH3145* NAVD 88     -        63.10   (+/-2cm)     207.0    (feet)  VERTCON   
 EH3145  ___________________________________________________________________
 EH3145  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EH3145
 EH3145  VERT ORDER  -  THIRD ? (See Below)
 EH3145
 EH3145.The horizontal coordinates were scaled from a topographic map and have
 EH3145.an estimated accuracy of +/- 6 seconds.
 EH3145
 EH3145.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3145.The vertical order pertains to the NGVD 29 superseded value.
 EH3145
 EH3145.The geoid height was determined by GEOID03.
 EH3145
 EH3145;                    North         East    Units  Estimated Accuracy
 EH3145;SPC AR N     -    67,790.      557,290.      MT  (+/- 180 meters Scaled)
 EH3145
 EH3145                          SUPERSEDED SURVEY CONTROL
 EH3145
 EH3145  NGVD 29 (07/19/86)   63.11   (m)          207.1    (f) LEVELING    3  
 EH3145
 EH3145.Superseded values are not recommended for survey control.
 EH3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3145.See file dsdata.txt to determine how the superseded data were derived.
 EH3145
 EH3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU485688(NAD 83)
 EH3145_MARKER: P = PIPE CAP
 EH3145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH3145
 EH3145  HISTORY     - Date     Condition        Report By
 EH3145  HISTORY     - 1931     MONUMENTED       MRC
 EH3145
 EH3145                          STATION DESCRIPTION
 EH3145
 EH3145'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931
 EH3145'ABOUT 3,000 FEET SOUTH OF LOCUST GROVE CHURCH, 1,300 FEET
 EH3145'DUE WEST FROM ANGLE IN LEVEE, 314 FEET ABOVE MILEPOST
 EH3145'176, 1,319.5 FEET (N 75 DEG 44 MIN W) FROM CENTER
 EH3145'OF LEVEE AT MILEPOST 176, AND 3 FEET NORTH OF NORTHEAST
 EH3145'CORNER OF SMALL GARAGE.  MARKED BY BRASS CAP ON IRON PIPE
 EH3145'AND CONCRETE TILE.  STATION HORSE (SEE DESCRIPTION THEREOF)
 EH3145'WAS 879.697 METERS (2,886.14 FEET) FROM STATION, N 10 DEG
 EH3145'07 MIN 52 SEC E.  STATION B.M.BROCK (M.R.C.) (SEE
 EH3145'DESCRIPTION THEREOF) IS 511.568 METERS (1,678.37 FEET) FROM
 EH3145'STATION, N 19 DEG 02 MIN 03 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0095 ***********************************************************************
 FH0095  DESIGNATION -  R 93
 FH0095  PID         -  FH0095
 FH0095  STATE/COUNTY-  AR/FRANKLIN
 FH0095  USGS QUAD   -  MOUNTAINBURG SE (1983)
 FH0095
 FH0095                         *CURRENT SURVEY CONTROL
 FH0095  ___________________________________________________________________
 FH0095* NAD 83(1986)-  35 31 51.     (N)    094 02 08.     (W)     SCALED    
 FH0095* NAVD 88     -       124.701  (meters)     409.12   (feet)  ADJUSTED  
 FH0095  ___________________________________________________________________
 FH0095  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FH0095  DYNAMIC HT  -         124.588 (meters)     408.75  (feet)  COMP
 FH0095  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FH0095
 FH0095  VERT ORDER  -  SECOND    CLASS 0
 FH0095
 FH0095.The horizontal coordinates were scaled from a topographic map and have
 FH0095.an estimated accuracy of +/- 6 seconds.
 FH0095
 FH0095.The orthometric height was determined by differential leveling
 FH0095.and adjusted by the National Geodetic Survey in June 1991..
 FH0095
 FH0095.The geoid height was determined by GEOID03.
 FH0095
 FH0095.The dynamic height is computed by dividing the NAVD 88
 FH0095.geopotential number by the normal gravity value computed on the
 FH0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0095.degrees latitude (g = 980.6199 gals.).
 FH0095
 FH0095.The modeled gravity was interpolated from observed gravity values.
 FH0095
 FH0095;                    North         East    Units  Estimated Accuracy
 FH0095;SPC AR N     -   134,760.      215,410.      MT  (+/- 180 meters Scaled)
 FH0095
 FH0095                          SUPERSEDED SURVEY CONTROL
 FH0095
 FH0095  NGVD 29 (??/??/92)  124.632  (m)          408.90   (f) ADJ UNCH    2 0
 FH0095
 FH0095.Superseded values are not recommended for survey control.
 FH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0095.See file dsdata.txt to determine how the superseded data were derived.
 FH0095
 FH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV061324(NAD 83)
 FH0095_MARKER: DB = BENCH MARK DISK
 FH0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0095_STAMPING: R 93 1935
 FH0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0095+STABILITY: SURFACE MOTION
 FH0095
 FH0095  HISTORY     - Date     Condition        Report By
 FH0095  HISTORY     - 1935     MONUMENTED       CGS
 FH0095  HISTORY     - 1959     GOOD             NGS
 FH0095  HISTORY     - 1972     MARK NOT FOUND   USGS
 FH0095
 FH0095                          STATION DESCRIPTION
 FH0095
 FH0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0095'3.3 MI NE FROM MULBERRY.
 FH0095'IN FRANKLIN COUNTY, 3.3 MILES NORTHEAST ALONG THE
 FH0095'MULBERRY-CRAVENS ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION
 FH0095'AT MULBERRY, CRAWFORD COUNTY, 185 FEET NORTHEAST OF THE
 FH0095'NORTHEAST CORNER OF A GIN YARD, 85 FEET SOUTHWEST OF THE SOUTH
 FH0095'END OF A BRIDGE, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FH0095'12 FEET SOUTH OF A NORTHEAST FENCE CORNER, 9 FEET NORTH OF A
 FH0095'WELL, AND 2 FEET WEST OF AN 8-INCH ELM TREE.  A STANDARD DISK,
 FH0095'STAMPED R 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FH0095'AT THE NORTHEAST CORNER OF A FIELD BUT THE GIN HAS BEEN TORN
 FH0095'DOW.  IT IS ABOUT 100 FEET EAST OF A CULVERT AND FIELD ENTRANCE
 FH0095'THAT ARE ON THE NORTH SIDE OF THE ROAD, 12 FEET SOUTH OF A
 FH0095'10-INCH TREE THAT IS IN RIGHT OF WAY LINE AND 2 FEET WEST OF
 FH0095'ANOTHER TREE.  THE MARK IS JUST WEST OF A NORTH-SOUTH ROW OF
 FH0095'TREES THAT ARE ALONG THE WEST SIDE OF A DRAINAGE.
 FH0095
 FH0095                          STATION RECOVERY (1972)
 FH0095
 FH0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FH0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1500 ***********************************************************************
 FG1500  DESIGNATION -  R 94
 FG1500  PID         -  FG1500
 FG1500  STATE/COUNTY-  AR/FRANKLIN
 FG1500  USGS QUAD   -  CRAVENS (1973)
 FG1500
 FG1500                         *CURRENT SURVEY CONTROL
 FG1500  ___________________________________________________________________
 FG1500* NAD 83(1986)-  35 36 18.     (N)    093 57 28.     (W)     SCALED    
 FG1500* NAVD 88     -       165.153  (meters)     541.84   (feet)  ADJUSTED  
 FG1500  ___________________________________________________________________
 FG1500  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FG1500  DYNAMIC HT  -         164.999 (meters)     541.33  (feet)  COMP
 FG1500  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FG1500
 FG1500  VERT ORDER  -  SECOND    CLASS 0
 FG1500
 FG1500.The horizontal coordinates were scaled from a topographic map and have
 FG1500.an estimated accuracy of +/- 6 seconds.
 FG1500
 FG1500.The orthometric height was determined by differential leveling
 FG1500.and adjusted by the National Geodetic Survey in June 1991..
 FG1500
 FG1500.The geoid height was determined by GEOID03.
 FG1500
 FG1500.The dynamic height is computed by dividing the NAVD 88
 FG1500.geopotential number by the normal gravity value computed on the
 FG1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1500.degrees latitude (g = 980.6199 gals.).
 FG1500
 FG1500.The modeled gravity was interpolated from observed gravity values.
 FG1500
 FG1500;                    North         East    Units  Estimated Accuracy
 FG1500;SPC AR N     -   142,840.      222,630.      MT  (+/- 180 meters Scaled)
 FG1500
 FG1500                          SUPERSEDED SURVEY CONTROL
 FG1500
 FG1500  NGVD 29 (??/??/92)  165.066  (m)          541.55   (f) ADJ UNCH    2 0
 FG1500
 FG1500.Superseded values are not recommended for survey control.
 FG1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1500.See file dsdata.txt to determine how the superseded data were derived.
 FG1500
 FG1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV132405(NAD 83)
 FG1500_MARKER: DB = BENCH MARK DISK
 FG1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1500_STAMPING: R 94 1935
 FG1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1500+STABILITY: SURFACE MOTION
 FG1500
 FG1500  HISTORY     - Date     Condition        Report By
 FG1500  HISTORY     - 1935     MONUMENTED       CGS
 FG1500  HISTORY     - 1972     GOOD             NGS
 FG1500
 FG1500                          STATION DESCRIPTION
 FG1500
 FG1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1500'2.1 MI N FROM WHITE ROCK.
 FG1500'2.1 MILES NORTH ALONG THE FERN-WHITE ROCK ROAD FROM THE SCHOOL AT
 FG1500'WHITE ROCK, FRANKLIN COUNTY, 600 FEET SOUTH OF A FORD AT MULBERRY
 FG1500'RIVER, 123 FEET SOUTH OF THE SOUTHWEST CORNER OF THE L. E. PRALL
 FG1500'CABIN, 110 FEET SOUTH OF A SAWMILL, 27 FEET WEST OF THE CENTERLINE OF
 FG1500'THE ROAD, 6 FEET WEST OF A NORTHEAST FENCE CORNER, AND 1 FOOT NORTH OF
 FG1500'A FENCE.  A STANDARD DISK, STAMPED R 94 1935 AND SET IN THE TOP OF A
 FG1500'CONCRETE POST.
 FG1500
 FG1500                          STATION RECOVERY (1972)
 FG1500
 FG1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1468 ***********************************************************************
 FG1468  DESIGNATION -  R 95
 FG1468  PID         -  FG1468
 FG1468  STATE/COUNTY-  AR/MADISON
 FG1468  USGS QUAD   -  BOSTON (1973)
 FG1468
 FG1468                         *CURRENT SURVEY CONTROL
 FG1468  ___________________________________________________________________
 FG1468* NAD 83(1986)-  35 47 44.     (N)    093 35 16.     (W)     SCALED    
 FG1468* NAVD 88     -       609.438  (meters)    1999.46   (feet)  ADJUSTED  
 FG1468  ___________________________________________________________________
 FG1468  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG1468  DYNAMIC HT  -         608.846 (meters)    1997.52  (feet)  COMP
 FG1468  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 FG1468
 FG1468  VERT ORDER  -  SECOND    CLASS 0
 FG1468
 FG1468.The horizontal coordinates were scaled from a topographic map and have
 FG1468.an estimated accuracy of +/- 6 seconds.
 FG1468
 FG1468.The orthometric height was determined by differential leveling
 FG1468.and adjusted by the National Geodetic Survey in June 1991..
 FG1468
 FG1468.The geoid height was determined by GEOID03.
 FG1468
 FG1468.The dynamic height is computed by dividing the NAVD 88
 FG1468.geopotential number by the normal gravity value computed on the
 FG1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1468.degrees latitude (g = 980.6199 gals.).
 FG1468
 FG1468.The modeled gravity was interpolated from observed gravity values.
 FG1468
 FG1468;                    North         East    Units  Estimated Accuracy
 FG1468;SPC AR N     -   163,380.      256,490.      MT  (+/- 180 meters Scaled)
 FG1468
 FG1468                          SUPERSEDED SURVEY CONTROL
 FG1468
 FG1468  NGVD 29 (??/??/92)  609.336  (m)         1999.13   (f) ADJ UNCH    2 0
 FG1468
 FG1468.Superseded values are not recommended for survey control.
 FG1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1468.See file dsdata.txt to determine how the superseded data were derived.
 FG1468
 FG1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV468614(NAD 83)
 FG1468_MARKER: DB = BENCH MARK DISK
 FG1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1468_STAMPING: R 95 1935
 FG1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1468+STABILITY: SURFACE MOTION
 FG1468
 FG1468  HISTORY     - Date     Condition        Report By
 FG1468  HISTORY     - 1935     MONUMENTED       CGS
 FG1468
 FG1468                          STATION DESCRIPTION
 FG1468
 FG1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1468'2.1 MI N FROM SPOKE PLANT.
 FG1468'2.1 MILES NORTH ALONG THE SPOKE PLANT-BOSTON ROAD FROM THE SCHOOL AT
 FG1468'SPOKE PLANT, MADISON COUNTY, AT THE FOOT OF A HILL, 0.1 MILE NORTH OF
 FG1468'A FARMHOUSE, 60 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD
 FG1468'LEADING SOUTHEAST, 11 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 23
 FG1468'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD LEADING SOUTHEAST, 5 FEET
 FG1468'SOUTHEAST OF A 14-INCH OAK TREE, AND 3 FEET SOUTHWEST OF A 10-INCH OAK
 FG1468'TREE.  A STANDARD DISK, STAMPED R 95 1935 AND SET IN THE TOP OF A
 FG1468'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0648 ***********************************************************************
 EJ0648  DESIGNATION -  R 96
 EJ0648  PID         -  EJ0648
 EJ0648  STATE/COUNTY-  AR/GRANT
 EJ0648  USGS QUAD   -  CANE CREEK (1984)
 EJ0648
 EJ0648                         *CURRENT SURVEY CONTROL
 EJ0648  ___________________________________________________________________
 EJ0648* NAD 83(1986)-  34 27 05.     (N)    092 22 20.     (W)     SCALED    
 EJ0648* NAVD 88     -        77.498  (meters)     254.26   (feet)  ADJUSTED  
 EJ0648  ___________________________________________________________________
 EJ0648  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EJ0648  DYNAMIC HT  -          77.425 (meters)     254.02  (feet)  COMP
 EJ0648  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 EJ0648
 EJ0648  VERT ORDER  -  SECOND    CLASS 0
 EJ0648
 EJ0648.The horizontal coordinates were scaled from a topographic map and have
 EJ0648.an estimated accuracy of +/- 6 seconds.
 EJ0648
 EJ0648.The orthometric height was determined by differential leveling
 EJ0648.and adjusted by the National Geodetic Survey in June 1991..
 EJ0648
 EJ0648.The geoid height was determined by GEOID03.
 EJ0648
 EJ0648.The dynamic height is computed by dividing the NAVD 88
 EJ0648.geopotential number by the normal gravity value computed on the
 EJ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0648.degrees latitude (g = 980.6199 gals.).
 EJ0648
 EJ0648.The modeled gravity was interpolated from observed gravity values.
 EJ0648
 EJ0648;                    North         East    Units  Estimated Accuracy
 EJ0648;SPC AR S     -   598,010.      365,800.      MT  (+/- 180 meters Scaled)
 EJ0648
 EJ0648                          SUPERSEDED SURVEY CONTROL
 EJ0648
 EJ0648  NGVD 29 (??/??/92)   77.547  (m)          254.42   (f) ADJ UNCH    2 0
 EJ0648
 EJ0648.Superseded values are not recommended for survey control.
 EJ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0648.See file dsdata.txt to determine how the superseded data were derived.
 EJ0648
 EJ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU576123(NAD 83)
 EJ0648_MARKER: DB = BENCH MARK DISK
 EJ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0648_STAMPING: R 96 1935
 EJ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0648+STABILITY: SURFACE MOTION
 EJ0648
 EJ0648  HISTORY     - Date     Condition        Report By
 EJ0648  HISTORY     - 1935     MONUMENTED       CGS
 EJ0648  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ0648
 EJ0648                          STATION DESCRIPTION
 EJ0648
 EJ0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ0648'1.3 MI W FROM ICO.
 EJ0648'1.3 MILES WEST ALONG THE BELFAST ROAD FROM THE INTERSECTION OF U. S.
 EJ0648'HIGHWAY 167 AT ICO, GRANT COUNTY, 1.1 MILES EAST OF THE J. O. TABOR
 EJ0648'FARMHOUSE IN 1935, ON THE OUTSIDE OF A CURVE, 78 FEET SOUTHWEST OF THE
 EJ0648'SOUTHWEST END OF A WOODEN BRIDGE OVER HURRICANE CREEK, AND 48 FEET
 EJ0648'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED R 96
 EJ0648'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0865 ***********************************************************************
 EJ0865  DESIGNATION -  R 98
 EJ0865  PID         -  EJ0865
 EJ0865  STATE/COUNTY-  AR/PULASKI
 EJ0865  USGS QUAD   -  FERNDALE (1984)
 EJ0865
 EJ0865                         *CURRENT SURVEY CONTROL
 EJ0865  ___________________________________________________________________
 EJ0865* NAD 83(1986)-  34 46 22.     (N)    092 32 12.     (W)     SCALED    
 EJ0865* NAVD 88     -       132.617  (meters)     435.09   (feet)  ADJUSTED  
 EJ0865  ___________________________________________________________________
 EJ0865  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EJ0865  DYNAMIC HT  -         132.491 (meters)     434.68  (feet)  COMP
 EJ0865  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 EJ0865
 EJ0865  VERT ORDER  -  SECOND    CLASS 0
 EJ0865
 EJ0865.The horizontal coordinates were scaled from a topographic map and have
 EJ0865.an estimated accuracy of +/- 6 seconds.
 EJ0865
 EJ0865.The orthometric height was determined by differential leveling
 EJ0865.and adjusted by the National Geodetic Survey in June 1991..
 EJ0865
 EJ0865.The geoid height was determined by GEOID03.
 EJ0865
 EJ0865.The dynamic height is computed by dividing the NAVD 88
 EJ0865.geopotential number by the normal gravity value computed on the
 EJ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0865.degrees latitude (g = 980.6199 gals.).
 EJ0865
 EJ0865.The modeled gravity was interpolated from observed gravity values.
 EJ0865
 EJ0865;                    North         East    Units  Estimated Accuracy
 EJ0865;SPC AR S     -   633,730.      350,870.      MT  (+/- 180 meters Scaled)
 EJ0865
 EJ0865                          SUPERSEDED SURVEY CONTROL
 EJ0865
 EJ0865  NGVD 29 (??/??/92)  132.649  (m)          435.20   (f) ADJ UNCH    2 0
 EJ0865
 EJ0865.Superseded values are not recommended for survey control.
 EJ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0865.See file dsdata.txt to determine how the superseded data were derived.
 EJ0865
 EJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU423479(NAD 83)
 EJ0865_MARKER: DB = BENCH MARK DISK
 EJ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0865_STAMPING: R 98 1935
 EJ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0865+STABILITY: SURFACE MOTION
 EJ0865
 EJ0865  HISTORY     - Date     Condition        Report By
 EJ0865  HISTORY     - 1935     MONUMENTED       CGS
 EJ0865  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0865
 EJ0865                          STATION DESCRIPTION
 EJ0865
 EJ0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0865'1.4 MI E FROM FERNDALE.
 EJ0865'1.4 MILES EAST ALONG TWELFTH STREET PIKE FROM THE J.W. CARTER STORE AT
 EJ0865'FERNDALE, PULASKI COUNTY, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 EJ0865'SOUTH, AT THE SUMMIT OF A HILL, 22.4 FEET NORTH OF THE CENTERLINE OF
 EJ0865'THE PIKE, AND 43 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED R 98
 EJ0865'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0849 ***********************************************************************
 EJ0849  DESIGNATION -  R 99
 EJ0849  PID         -  EJ0849
 EJ0849  STATE/COUNTY-  AR/PULASKI
 EJ0849  USGS QUAD   -  MARTINDALE (1984)
 EJ0849
 EJ0849                         *CURRENT SURVEY CONTROL
 EJ0849  ___________________________________________________________________
 EJ0849* NAD 83(1986)-  34 52 42.     (N)    092 39 52.     (W)     SCALED    
 EJ0849* NAVD 88     -        90.877  (meters)     298.15   (feet)  ADJUSTED  
 EJ0849  ___________________________________________________________________
 EJ0849  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EJ0849  DYNAMIC HT  -          90.790 (meters)     297.87  (feet)  COMP
 EJ0849  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 EJ0849
 EJ0849  VERT ORDER  -  SECOND    CLASS 0
 EJ0849
 EJ0849.The horizontal coordinates were scaled from a topographic map and have
 EJ0849.an estimated accuracy of +/- 6 seconds.
 EJ0849
 EJ0849.The orthometric height was determined by differential leveling
 EJ0849.and adjusted by the National Geodetic Survey in June 1991..
 EJ0849
 EJ0849.The geoid height was determined by GEOID03.
 EJ0849
 EJ0849.The dynamic height is computed by dividing the NAVD 88
 EJ0849.geopotential number by the normal gravity value computed on the
 EJ0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0849.degrees latitude (g = 980.6199 gals.).
 EJ0849
 EJ0849.The modeled gravity was interpolated from observed gravity values.
 EJ0849
 EJ0849;                    North         East    Units  Estimated Accuracy
 EJ0849;SPC AR S     -   645,510.      339,250.      MT  (+/- 180 meters Scaled)
 EJ0849
 EJ0849                          SUPERSEDED SURVEY CONTROL
 EJ0849
 EJ0849  NGVD 29 (??/??/92)   90.904  (m)          298.24   (f) ADJ UNCH    2 0
 EJ0849
 EJ0849.Superseded values are not recommended for survey control.
 EJ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0849.See file dsdata.txt to determine how the superseded data were derived.
 EJ0849
 EJ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU306596(NAD 83)
 EJ0849_MARKER: DB = BENCH MARK DISK
 EJ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0849_STAMPING: R 99 1935
 EJ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0849+STABILITY: SURFACE MOTION
 EJ0849
 EJ0849  HISTORY     - Date     Condition        Report By
 EJ0849  HISTORY     - 1935     MONUMENTED       CGS
 EJ0849
 EJ0849                          STATION DESCRIPTION
 EJ0849
 EJ0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0849'2.0 MI W FROM CROSS ROADS.
 EJ0849'2.0 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT CROSS
 EJ0849'ROADS, PULASKI COUNTY, 550 FEET EAST OF A CONCRETE CULVERT UNDER THE
 EJ0849'HIGHWAY, 71.4 FEET WEST OF THE NORTHWEST CORNER OF THE SLEEPY HOLLOW
 EJ0849'SERVICE STATION, 29.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 EJ0849'0.5 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED R 99 1935 AND SET
 EJ0849'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1968 ***********************************************************************
 FF1968  DESIGNATION -  RADIO STATION KWEM MAST
 FF1968  PID         -  FF1968
 FF1968  STATE/COUNTY-  AR/CRITTENDEN
 FF1968  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1968
 FF1968                         *CURRENT SURVEY CONTROL
 FF1968  ___________________________________________________________________
 FF1968* NAD 83(1997)-  35 08 00.80431(N)    090 05 37.95322(W)     ADJUSTED  
 FF1968* NAVD 88     -                                                        
 FF1968  ___________________________________________________________________
 FF1968  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FF1968  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1968
 FF1968  HORZ ORDER  -  THIRD
 FF1968
 FF1968.The horizontal coordinates were established by classical geodetic methods
 FF1968.and adjusted by the National Geodetic Survey in September 1999..
 FF1968
 FF1968
 FF1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1968
 FF1968.The geoid height was determined by GEOID03.
 FF1968
 FF1968;                    North         East     Units Scale Factor Converg.
 FF1968;SPC AR N     -    90,459.506   573,706.735   MT  0.99996667   +1 06 33.0
 FF1968;SPC AR N     -   296,782.56  1,882,236.18   sFT  0.99996667   +1 06 33.0
 FF1968;SPC TN       -    96,588.548   226,986.196   MT  1.00002259   -2 23 48.2
 FF1968;SPC TN       -   316,890.93    744,703.88   sFT  1.00002259   -2 23 48.2
 FF1968;UTM  15      - 3,891,720.731   764,795.669   MT  1.00046423   +1 40 24.2
 FF1968
 FF1968                          SUPERSEDED SURVEY CONTROL
 FF1968
 FF1968  NAD 83(1997)-  35 08 00.80432(N)    090 05 37.95320(W) AD(       ) 4
 FF1968  NAD 83(1997)-  35 08 00.80668(N)    090 05 37.95233(W) AD(       ) 4
 FF1968  NAD 83(1997)-  35 08 00.81069(N)    090 05 37.95207(W) AD(       ) 4
 FF1968  NAD 83(1986)-  35 08 00.81459(N)    090 05 37.95436(W) AD(       ) 4
 FF1968  NAD 27      -  35 08 00.48700(N)    090 05 37.62000(W) AD(       ) 3
 FF1968
 FF1968.Superseded values are not recommended for survey control.
 FF1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1968.See file dsdata.txt to determine how the superseded data were derived.
 FF1968
 FF1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6479691721(NAD 83)
 FF1968_MARKER: 42 = RADIO/TV MAST
 FF1968
 FF1968  HISTORY     - Date     Condition        Report By
 FF1968  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF1968  HISTORY     - 1957     GOOD             CGS
 FF1968
 FF1968                          STATION DESCRIPTION
 FF1968
 FF1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF1968'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF WEST MEMPHIS,
 FF1968'0.25 MILE SOUTH-SOUTHWEST OF THE WEST END OF THE MEMPHIS-ARKANSAS
 FF1968'BRIDGE OVER THE MISSISSIPPI RIVER.  IT IS A 3 SIDED STEEL
 FF1968'TRUSSWORK STRUCTURE WITH AN OVERALL HEIGHT OF 468 FEET.
 FF1968'
 FF1968'THE POINT OBSERVED WAS A RED LIGHT ON THE TOP OF MAST.
 FF1968
 FF1968                          STATION RECOVERY (1957)
 FF1968
 FF1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1968'THE STATION WAS RECOVERED AND THE 1953 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0959 ***********************************************************************
 FH0959  DESIGNATION -  RAGG RESET
 FH0959  PID         -  FH0959
 FH0959  STATE/COUNTY-  AR/CRAWFORD
 FH0959  USGS QUAD   -  UNIONTOWN (1983)
 FH0959
 FH0959                         *CURRENT SURVEY CONTROL
 FH0959  ___________________________________________________________________
 FH0959* NAD 83(1997)-  35 35 37.23168(N)    094 27 54.77405(W)     ADJUSTED  
 FH0959* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 FH0959  ___________________________________________________________________
 FH0959  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FH0959  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FH0959
 FH0959  HORZ ORDER  -  FIRST
 FH0959
 FH0959.The horizontal coordinates were established by classical geodetic methods
 FH0959.and adjusted by the National Geodetic Survey in September 1999..
 FH0959
 FH0959.The orthometric height was scaled from a topographic map.
 FH0959
 FH0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0959
 FH0959.The geoid height was determined by GEOID03.
 FH0959
 FH0959;                    North         East     Units Scale Factor Converg.
 FH0959;SPC AR N     -   142,620.619   176,630.169   MT  0.99993595   -1 26 04.2
 FH0959;SPC AR N     -   467,914.48    579,494.15   sFT  0.99993595   -1 26 04.2
 FH0959;SPC OK N     -    71,700.947   920,263.814   MT  0.99999521   +2 05 09.8
 FH0959;SPC OK N     -   235,238.86  3,019,232.20   sFT  0.99999521   +2 05 09.8
 FH0959;UTM  15      - 3,939,870.607   367,264.860   MT  0.99981711   -0 51 10.5
 FH0959
 FH0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0959!SPC AR N     -   0.99995858  x   0.99993595  =   0.99989453
 FH0959!SPC OK N     -   0.99995858  x   0.99999521  =   0.99995379
 FH0959!UTM  15      -   0.99995858  x   0.99981711  =   0.99977570
 FH0959
 FH0959|---------------------------------------------------------------------|
 FH0959| PID    Reference Object                     Distance      Geod. Az  |
 FH0959|                                                           dddmmss.s |
 FH0959| AH9979 RAGG RM 2                            35.259 METERS 00134     |
 FH0959| FH0955 GRASSY                              APPROX.18.3 KM 0750152.1 |
 FH0959| AH9978 RAGG RM 1                            26.505 METERS 08239     |
 FH0959| AH9990 RAGG AZ MK                                         1651019.8 |
 FH0959| FH0960 BOUNDARY MON 63 AR OK               233.993 METERS 17218     |
 FH0959|---------------------------------------------------------------------|
 FH0959
 FH0959                          SUPERSEDED SURVEY CONTROL
 FH0959
 FH0959  NAD 83(1997)-  35 35 37.23897(N)    094 27 54.77480(W) AD(       ) 1
 FH0959  NAD 83(1986)-  35 35 37.23541(N)    094 27 54.76834(W) AD(       ) 1
 FH0959  NAD 27      -  35 35 36.92800(N)    094 27 53.99500(W) AD(       ) 1
 FH0959
 FH0959.Superseded values are not recommended for survey control.
 FH0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0959.See file dsdata.txt to determine how the superseded data were derived.
 FH0959
 FH0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6726539871(NAD 83)
 FH0959_MARKER: DH = HORIZONTAL CONTROL DISK
 FH0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0959_STAMPING: RAGG 1935 1983
 FH0959_MARK LOGO: NGS   
 FH0959_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FH0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0959+STABILITY: SURFACE MOTION
 FH0959
 FH0959  HISTORY     - Date     Condition        Report By
 FH0959  HISTORY     - 1983     MONUMENTED       NGS
 FH0959
 FH0959                          STATION DESCRIPTION
 FH0959
 FH0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 FH0959'THE STATION UNDERGROUND MARK AND REFERENCE MARKS NO 1 AND NO 2 WERE
 FH0959'RECOVERED IN GOOD CONDITION.  THE STATION SURFACE MARK WAS FOUND OUT
 FH0959'OF THE GROUND AND THE DISK WAS RECLAIMED.  THE AZIMUTH MARK THAT WAS
 FH0959'PREVIOUSLY DESTROYED WHEN A NEW ROAD WAS BUILT AND THEN RESET IN 1941
 FH0959'WAS STILL NOT VISABLE DUE TO TREES ON LINE WITH THE STATION BUT WAS
 FH0959'RECOVERED IN GOOD CONDITION.  THE STATION UNDERGROUND MARK WAS LOWERED
 FH0959'IN PLACE AND A NEW SURFACE MARK WAS SET.  NO SUITABLE LOCATION FOR A
 FH0959'NEW AZIMUTH MARK WAS AVAILABLE.  A NEW DESCRIPTION FOLLOWS.  THE
 FH0959'STATION IS LOCATED ABOUT 6 MI (9.66 KM) SOUTHWEST OF A NATURAL BRIDGE
 FH0959', 1 MI (1.61 KM) NORTHWEST OF UNIONTOWN, IN THE NORTHWEST QUARTER OF
 FH0959'SECTION 36, T11N, R33W, ON RIGHT-OF-WAY DIRT ROAD.  TO REACH FROM THE
 FH0959'POST OFFICE IN UNIONTOWN, GO NORTH AND WEST ON STATE HIGHWAY 220 FOR
 FH0959'1.3 MI (2.09 KM) TO POINT WHERE HIGHWAY 220 TURN LEFT, AND A SIDE ROAD
 FH0959'ON THE RIGHT, TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 0.3 MI (0.48
 FH0959'KM) TO THE STATION ON THE LEFT AT WEST EDGE OF ROAD.  THE STATION
 FH0959'SURFACE AND UNDERGROUND MARKS ARE STANDARD NGS DISK, STAMPED --RAGG
 FH0959'1935 1983--.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 FH0959'POST, 8 INCHES BELOW THE SURFACE OF DITCH AT EDGE OF ROAD. IT IS 14.32
 FH0959'M (46.98 FT) NORTHWEST OF A FORKED TRUNK OAK TREE AT EAST EDGE OF
 FH0959'ROAD, 9.30 M (30.51 FT) SOUTHWEST OF A 24 INCH OAK TREE AT EAST EDGE
 FH0959'OF ROAD, 2.90 M (9.51 FT) WEST OF THE CENTER OF ROAD, AND 1.68 M (5.51
 FH0959'FT) EAST OF A METAL WITNESS POST AND SIGN SET IN FENCELINE.  REFERENCE
 FH0959'MARK NO 1 IS A STANDARD DISK, STAMPED-RAGG NO 1 1935-, SET IN THE TOP
 FH0959'OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES. IT IS IN WOODS AND
 FH0959'ACROSS ROAD FROM THE STATION, 20.42 M (66.99 FT) EAST OF THE EAST
 FH0959'RIGHT-OF-WAY FENCE, 6.10 M (20.01 FT) NORTH OF THE NORTH EDGE OF OPEN
 FH0959'PASTURE FIELD, 2.13 M (6.99 FT) NORTHWEST OF AN 18 INCH OAK TREE AND
 FH0959'0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND SIGN.  REFERENCE
 FH0959'MARK NO 2 IS A STANDARD DISK, STAMPED-RAGG NO 2 1935-, SET IN THE TOP
 FH0959'OF A SQUARE CONCRETE POST, PROJECTING 1 INCH. IT IS AT THE EAST EDGE
 FH0959'OF A DIRT ROAD, 34.44 M (112.99 FT) SOUTH OF FENCE CORNER TREE, 3.35 M
 FH0959'(10.99 FT) SOUTH SOUTHWEST OF A TWIN TRUNKED OAK TREE, 2.44 M (8.01
 FH0959'FT) EAST OF THE CENTER OF ROAD, 0.30 M (0.98 FT) NORTH OF A METAL
 FH0959'WITNESS POST AND SIGN AND 0.15 M (0.49 FT) WEST OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1380 ***********************************************************************
 DL1380  DESIGNATION -  RAMSEY
 DL1380  PID         -  DL1380
 DL1380  STATE/COUNTY-  AR/DALLAS
 DL1380  USGS QUAD   -  PRINCETON EAST (1985)
 DL1380
 DL1380                         *CURRENT SURVEY CONTROL
 DL1380  ___________________________________________________________________
 DL1380* NAD 83(1997)-  33 53 42.12769(N)    092 33 01.08426(W)     ADJUSTED  
 DL1380* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 DL1380  ___________________________________________________________________
 DL1380  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DL1380  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DL1380
 DL1380  HORZ ORDER  -  SECOND
 DL1380
 DL1380.The horizontal coordinates were established by classical geodetic methods
 DL1380.and adjusted by the National Geodetic Survey in September 1999..
 DL1380
 DL1380.The orthometric height was scaled from a topographic map.
 DL1380
 DL1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1380
 DL1380.The geoid height was determined by GEOID03.
 DL1380
 DL1380;                    North         East     Units Scale Factor Converg.
 DL1380;SPC AR S     -   536,377.711   349,102.342   MT  0.99992141   -0 18 28.8
 DL1380;SPC AR S     - 1,759,765.87  1,145,346.60   sFT  0.99992141   -0 18 28.8
 DL1380;UTM  15      - 3,750,608.817   541,579.884   MT  0.99962131   +0 15 02.8
 DL1380
 DL1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1380!SPC AR S     -   0.99998402  x   0.99992141  =   0.99990543
 DL1380!UTM  15      -   0.99998402  x   0.99962131  =   0.99960533
 DL1380
 DL1380:                Primary Azimuth Mark                     Grid Az
 DL1380:SPC AR S     -  ARKANSAS FORESTRY COMM LOT 32            015 58 18.0
 DL1380:UTM  15      -  ARKANSAS FORESTRY COMM LOT 32            015 24 46.4
 DL1380
 DL1380|---------------------------------------------------------------------|
 DL1380| PID    Reference Object                     Distance      Geod. Az  |
 DL1380|                                                           dddmmss.s |
 DL1380| EJ1838 ARKANSAS FORESTRY COMM LOT 32       APPROX.14.3 KM 0153949.2 |
 DL1380| DL1297 THORNTON MUNICIPAL TANK             APPROX.14.3 KM 1574020.7 |
 DL1380| CY6321 RAMSEY RM 1                          24.767 METERS 26459     |
 DL1380| CY6320 RAMSEY AZ MK                                       3431653.2 |
 DL1380| CY6322 RAMSEY RM 2                          27.534 METERS 34544     |
 DL1380|---------------------------------------------------------------------|
 DL1380
 DL1380                          SUPERSEDED SURVEY CONTROL
 DL1380
 DL1380  NAD 83(1997)-  33 53 42.13787(N)    092 33 01.07558(W) AD(       ) 2
 DL1380  NAD 83(1986)-  33 53 42.13834(N)    092 33 01.07575(W) AD(       ) 2
 DL1380  NAD 27      -  33 53 41.76676(N)    092 33 00.50894(W) AD(       ) 2
 DL1380
 DL1380.Superseded values are not recommended for survey control.
 DL1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1380.See file dsdata.txt to determine how the superseded data were derived.
 DL1380
 DL1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4158050609(NAD 83)
 DL1380_MARKER: DS = TRIANGULATION STATION DISK
 DL1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1380
 DL1380  HISTORY     - Date     Condition        Report By
 DL1380  HISTORY     - 1964     MONUMENTED       CGS
 DL1380
 DL1380                          STATION DESCRIPTION
 DL1380
 DL1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1380'ABOUT 7 MILES SOUTHEAST OF PRINCETON, 8 MILES NORTHWEST OF
 DL1380'FORDYCE, IN THE SOUTHEAST 1/4 OF SECTION 29, T-9-S, R-14-W,
 DL1380'AND ON THE PROPERTY OF MRS. C.L. MORGAN.  IT IS 256 FEET WEST
 DL1380'OF THE INTERSECTION OF A GRAVELED ROAD AND A SIDE ROAD EAST,
 DL1380'17 FEET NORTHWEST OF A 6 INCH PINE TREE, 7 FEET WEST OF A WITNESS
 DL1380'POST, AND AT THE SOUTHWEST END OF AN ASPHALT MIX AREA.  THE
 DL1380'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED RAMSEY 1964.
 DL1380'
 DL1380'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 9 IN
 DL1380'PRINCETON, GO SOUTH ON STATE HIGHWAYS 8 AND 9 FOR 2.0 MILES
 DL1380'TO THEIR JUNCTION.  TURN LEFT AND GO SOUTHEAST ON HIGHWAY
 DL1380'8 FOR 6.15 MILES TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT ON
 DL1380'THE GRAVELED ROAD AND GO NORTH FOR 0.7 MILE TO A SIDE ROAD
 DL1380'RIGHT (ABOUT 50 FEET NORTH OF ANOTHER SIDE ROAD EAST) AND
 DL1380'THE STATION AS DESCRIBED.
 DL1380'
 DL1380'REFERENCE MARK 1 IS 87 FEET EAST OF A WITNESS POST, 40 FEET WEST
 DL1380'OF AN 8 INCH PINE TREE AND 1 FOOT NORTH OF A 6 INCH PINE TREE.
 DL1380'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED RAMSEY
 DL1380'NO 1 1964.
 DL1380'
 DL1380'REFERENCE MARK 2 IS 94 FEET NORTHWEST OF THE WITNESS POST, 25
 DL1380'FEET SOUTHWEST OF OF THE SOUTHWEST EDGE OF THE MIX AREA, AND
 DL1380'10 FEET NORTHWEST OF THE CENTERLINE OF A TRACK ROAD.  THE
 DL1380'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED RAMSEY NO
 DL1380'2 1964.
 DL1380'
 DL1380'THE AZIMUTH MARK IS 102 FEET NORTHEAST OF A ROAD FORK, 25 FEET
 DL1380'NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT
 DL1380'WEST OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND
 DL1380'THE DISK IS STAMPED RAMSEY 1964.
 DL1380'
 DL1380'NOTE--TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 DL1380'NORTHWEST ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 DL1380'ON THE LEFT.
 DL1380'
 DL1380'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1777 ***********************************************************************
 FF1777  DESIGNATION -  RANDOM
 FF1777  PID         -  FF1777
 FF1777  STATE/COUNTY-  AR/LAWRENCE
 FF1777  USGS QUAD   -  STRANGERS HOME (1980)
 FF1777
 FF1777                         *CURRENT SURVEY CONTROL
 FF1777  ___________________________________________________________________
 FF1777* NAD 83(1997)-  35 57 46.73062(N)    091 09 25.77067(W)     ADJUSTED  
 FF1777* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 FF1777  ___________________________________________________________________
 FF1777  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 FF1777  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FF1777
 FF1777  HORZ ORDER  -  THIRD
 FF1777
 FF1777.The horizontal coordinates were established by classical geodetic methods
 FF1777.and adjusted by the National Geodetic Survey in September 1999..
 FF1777
 FF1777.The orthometric height was scaled from a topographic map.
 FF1777
 FF1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1777
 FF1777.The geoid height was determined by GEOID03.
 FF1777
 FF1777;                    North         East     Units Scale Factor Converg.
 FF1777;SPC AR N     -   181,123.527   476,025.054   MT  0.99995772   +0 29 25.6
 FF1777;SPC AR N     -   594,236.10  1,561,758.86   sFT  0.99995772   +0 29 25.6
 FF1777;UTM  15      - 3,981,412.225   666,177.480   MT  0.99994028   +1 04 56.9
 FF1777
 FF1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1777!SPC AR N     -   0.99999278  x   0.99995772  =   0.99995050
 FF1777!UTM  15      -   0.99999278  x   0.99994028  =   0.99993306
 FF1777
 FF1777|---------------------------------------------------------------------|
 FF1777| PID    Reference Object                     Distance      Geod. Az  |
 FF1777|                                                           dddmmss.s |
 FF1777| CI2119 RANDOM RM 1                          25.537 METERS 13419     |
 FF1777| CI2120 RANDOM RM 2                          22.918 METERS 21044     |
 FF1777| CI2118 RANDOM AZ MK                                       2712849.3 |
 FF1777|---------------------------------------------------------------------|
 FF1777
 FF1777                          SUPERSEDED SURVEY CONTROL
 FF1777
 FF1777  NAD 83(1997)-  35 57 46.74003(N)    091 09 25.76867(W) AD(       ) 3
 FF1777  NAD 83(1986)-  35 57 46.74141(N)    091 09 25.77025(W) AD(       ) 3
 FF1777  NAD 27      -  35 57 46.47820(N)    091 09 25.31190(W) AD(       ) 3
 FF1777
 FF1777.Superseded values are not recommended for survey control.
 FF1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1777.See file dsdata.txt to determine how the superseded data were derived.
 FF1777
 FF1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6617781412(NAD 83)
 FF1777_MARKER: DS = TRIANGULATION STATION DISK
 FF1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1777
 FF1777  HISTORY     - Date     Condition        Report By
 FF1777  HISTORY     - 1954     MONUMENTED       CGS
 FF1777  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF1777
 FF1777                          STATION DESCRIPTION
 FF1777
 FF1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1777'THE STATION IS 7 MILES NORTHWEST OF ALICIA, 8 MILES WEST-SOUTHWEST
 FF1777'OF MINTURN, 2 MILES SOUTHEAST OF THE BLACK RIVER, 0.5 MILE
 FF1777'EAST OF A BAYOU OF THE BLACK RIVER, 60 FEET WEST OF A ROAD
 FF1777'LEADING NORTH TO A FARMHOUSE, 25 FEET NORTH OF A DIRT ROAD,
 FF1777'15 FEET NORTH OF A 4 IN X 4 IN WITNESS POST AND 15 FEET NORTH
 FF1777'OF A WIRE FENCE.
 FF1777'
 FF1777'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF
 FF1777'THE DEPOT IN ALICIA, GO WEST ON THE GRAVEL ROAD (CROSSING
 FF1777'U.S. HIGHWAY 67) FOR 2.5 MILES TO A FORK, TURN RIGHT AND
 FF1777'GO NORTH ON THE GRAVEL ROAD FOR 4.3 MILES TO A FORK, TURN
 FF1777'LEFT AND GO NORTHWEST FOR 1.5 MILES TO A SIDE ROAD ON THE
 FF1777'LEFT, TURN LEFT AND GO WEST FOR 0.4 MILE TO A T-INTERSECTION,
 FF1777'TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A T-INTERSECTION,
 FF1777'TURN RIGHT AND GO WEST FOR 1.4 MILES TO THE STATION ON THE
 FF1777'RIGHT, CONTINUE WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 FF1777'RIGHT.
 FF1777'
 FF1777'THE STATION MARK IS 16 INCHES UNDERGROUND AND THE DISK IS
 FF1777'STAMPED RANDOM 1954.
 FF1777'
 FF1777'REFERENCE MARK NO. 1 IS 24 FEET NORTHEAST OF A POWERLINE
 FF1777'POLE AND 18 FEET SOUTH OF THE ROAD.  THE MARK PROJECTS 2
 FF1777'INCHES AND THE DISK IS STAMPED RANDOM NO 1 1954.
 FF1777'
 FF1777'REFERENCE MARK NO. 2 IS 41 FEET NORTHWEST OF THE NORTHWEST
 FF1777'CORNER OF A FARM HOUSE, AND 24 FEET SOUTH OF THE ROAD.  THE
 FF1777'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED RANDOM NO
 FF1777'2 1954.
 FF1777'
 FF1777'THE AZIMUTH MARK IS 51 FEET NORTH OF THE ROAD, 29 FEET NORTHWEST
 FF1777'OF A 4 IN X 4 IN WITNESS POST AND 4 FEET EAST OF A LARGE
 FF1777'HICKORY TREE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 FF1777'STAMPED RANDOM 1954.
 FF1777'
 FF1777'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1777
 FF1777                          STATION RECOVERY (2002)
 FF1777
 FF1777'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1790 ***********************************************************************
 FG1790  DESIGNATION -  RASPBERRY
 FG1790  PID         -  FG1790
 FG1790  STATE/COUNTY-  AR/POPE
 FG1790  USGS QUAD   -  SMYRNA (1980)
 FG1790
 FG1790                         *CURRENT SURVEY CONTROL
 FG1790  ___________________________________________________________________
 FG1790* NAD 83(1997)-  35 39 46.76988(N)    092 57 48.67887(W)     ADJUSTED  
 FG1790* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 FG1790  ___________________________________________________________________
 FG1790  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FG1790  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG1790
 FG1790  HORZ ORDER  -  SECOND
 FG1790
 FG1790.The horizontal coordinates were established by classical geodetic methods
 FG1790.and adjusted by the National Geodetic Survey in September 1999..
 FG1790
 FG1790.The orthometric height was scaled from a topographic map.
 FG1790
 FG1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1790
 FG1790.The geoid height was determined by GEOID03.
 FG1790
 FG1790;                    North         East     Units Scale Factor Converg.
 FG1790;SPC AR N     -   147,941.349   312,764.095   MT  0.99993688   -0 33 38.4
 FG1790;SPC AR N     -   485,370.91  1,026,126.87   sFT  0.99993688   -0 33 38.4
 FG1790;UTM  15      - 3,946,570.963   503,301.615   MT  0.99960013   +0 01 16.6
 FG1790
 FG1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1790!SPC AR N     -   0.99990270  x   0.99993688  =   0.99983959
 FG1790!UTM  15      -   0.99990270  x   0.99960013  =   0.99950287
 FG1790
 FG1790|---------------------------------------------------------------------|
 FG1790| PID    Reference Object                     Distance      Geod. Az  |
 FG1790|                                                           dddmmss.s |
 FG1790| CI2122 RASPBERRY RM 1                       10.223 METERS 02224     |
 FG1790| FG1786 WALKER LOOKOUT TOWER                APPROX. 9.2 KM 0841958.0 |
 FG1790| CI2123 RASPBERRY RM 2                        9.994 METERS 26433     |
 FG1790| CI2121 RASPBERRY AZ MK                                    2720007.0 |
 FG1790|---------------------------------------------------------------------|
 FG1790
 FG1790                          SUPERSEDED SURVEY CONTROL
 FG1790
 FG1790  NAD 83(1986)-  35 39 46.78232(N)    092 57 48.67799(W) AD(       ) 2
 FG1790  NAD 27      -  35 39 46.49600(N)    092 57 48.05300(W) AD(       ) 2
 FG1790
 FG1790.Superseded values are not recommended for survey control.
 FG1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1790.See file dsdata.txt to determine how the superseded data were derived.
 FG1790
 FG1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0330246571(NAD 83)
 FG1790_MARKER: DS = TRIANGULATION STATION DISK
 FG1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1790
 FG1790  HISTORY     - Date     Condition        Report By
 FG1790  HISTORY     - 1954     MONUMENTED       CGS
 FG1790  HISTORY     - 1985     GOOD             USDA
 FG1790
 FG1790                          STATION DESCRIPTION
 FG1790
 FG1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1790'THE STATION IS ABOUT 9 MILES SOUTHWEST OF WITTS SPRINGS,
 FG1790'ABOUT 0.4 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 FG1790'27 AND 16 AND ON THE HIGHEST AND EASTERN PEAK OF A TWIN PEAKED
 FG1790'MOUNTAIN LOCALLY KNOWN AS RASPBERRY MOUNTAIN.  THE MARK IS
 FG1790'5 FEET WEST OF A PAINTED WHITE 4 IN X 4 IN WITNESS POST.
 FG1790'
 FG1790'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN WITTS
 FG1790'SPRINGS, GO SOUTH AND WEST ON STATE HIGHWAYS 16 AND 27 FOR
 FG1790'11.4 MILES TO A FORKS AND THE JUNCTION OF THESE HIGHWAYS,
 FG1790'TURN RIGHT ON DIM TRACK ROAD AND GO NORTH AND EAST FOR 0.45
 FG1790'MILE TO THE SUMMIT OF THE MOUNTAIN AND THE STATION MARK AS
 FG1790'DESCRIBED, THE AZIMUTH MARK IS ON THE SUMMIT OF THE WESTERN PEAK
 FG1790'OF THE MOUNTAIN.
 FG1790'
 FG1790'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1790'RASPBERRY 1954.
 FG1790'
 FG1790'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1790'RASPBERRY NO 1 1954.
 FG1790'
 FG1790'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1790'RASPBERRY NO 2 1954.
 FG1790'
 FG1790'THE AZIMUTH MARK IS 2 FEET EAST OF A PAINTED WHITE 4 IN X
 FG1790'4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FG1790'IS STAMPED RASPBERRY 1954.
 FG1790'
 FG1790'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FG1790
 FG1790                          STATION RECOVERY (1985)
 FG1790
 FG1790'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HWH)
 FG1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0740 ***********************************************************************
 EH0740  DESIGNATION -  RATIO
 EH0740  PID         -  EH0740
 EH0740  STATE/COUNTY-  AR/PHILLIPS
 EH0740  USGS QUAD   -  LAMBROOK (1982)
 EH0740
 EH0740                         *CURRENT SURVEY CONTROL
 EH0740  ___________________________________________________________________
 EH0740* NAD 83(1997)-  34 15 07.85970(N)    090 55 50.01529(W)     ADJUSTED  
 EH0740* NAVD 88     -        58.190  (meters)     190.91   (feet)  ADJUSTED  
 EH0740  ___________________________________________________________________
 EH0740  X           -     -85,711.342 (meters)                     COMP
 EH0740  Y           -  -5,276,894.958 (meters)                     COMP
 EH0740  Z           -   3,569,620.824 (meters)                     COMP
 EH0740  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 EH0740  ELLIP HEIGHT-          31.64  (meters)          (09/14/99) GPS OBS
 EH0740  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH0740  DYNAMIC HT  -          58.133 (meters)     190.72  (feet)  COMP
 EH0740  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 EH0740
 EH0740  HORZ ORDER  -  SECOND
 EH0740  VERT ORDER  -  FIRST     CLASS II
 EH0740  ELLP ORDER  -  FOURTH    CLASS I
 EH0740
 EH0740.The horizontal coordinates were established by classical geodetic methods
 EH0740.and adjusted by the National Geodetic Survey in September 1999..
 EH0740
 EH0740.The orthometric height was determined by differential leveling
 EH0740.and adjusted by the National Geodetic Survey in June 1991..
 EH0740.WARNING-Repeat measurements at this control monument indicate possible
 EH0740.vertical movement.
 EH0740
 EH0740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0740
 EH0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0740
 EH0740.The ellipsoidal height was determined by GPS observations
 EH0740.and is referenced to NAD 83.
 EH0740
 EH0740.The geoid height was determined by GEOID03.
 EH0740
 EH0740.The dynamic height is computed by dividing the NAVD 88
 EH0740.geopotential number by the normal gravity value computed on the
 EH0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0740.degrees latitude (g = 980.6199 gals.).
 EH0740
 EH0740.The modeled gravity was interpolated from observed gravity values.
 EH0740
 EH0740;                    North         East     Units Scale Factor Converg.
 EH0740;SPC AR S     -   576,368.408   498,497.967   MT  0.99992567   +0 35 54.8
 EH0740;SPC AR S     - 1,890,968.69  1,635,488.75   sFT  0.99992567   +0 35 54.8
 EH0740;UTM  15      - 3,792,055.535   690,557.024   MT  1.00004762   +1 09 54.4
 EH0740
 EH0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0740!SPC AR S     -   0.99999503  x   0.99992567  =   0.99992070
 EH0740!UTM  15      -   0.99999503  x   1.00004762  =   1.00004265
 EH0740
 EH0740:                Primary Azimuth Mark                     Grid Az
 EH0740:SPC AR S     -  ELAINE MISS R GRAIN COOP ELEV            045 47 43.4
 EH0740:UTM  15      -  ELAINE MISS R GRAIN COOP ELEV            045 13 43.8
 EH0740
 EH0740|---------------------------------------------------------------------|
 EH0740| PID    Reference Object                     Distance      Geod. Az  |
 EH0740|                                                           dddmmss.s |
 EH0740| EH2816 ELAINE MISS R GRAIN COOP ELEV       APPROX.10.4 KM 0462338.2 |
 EH0740| EH2817 ELAINE MUNICIPAL TANK               APPROX. 9.7 KM 0485301.6 |
 EH0740| EH0739 RATIO RM 1                           28.855 METERS 07609     |
 EH0740| EH0741 RATIO RM 2                           30.252 METERS 21342     |
 EH0740| EH0742 RATIO AZ MK                         APPROX. 0.7 KM 2240854.6 |
 EH0740|---------------------------------------------------------------------|
 EH0740
 EH0740                          SUPERSEDED SURVEY CONTROL
 EH0740
 EH0740  NAD 83(1997)-  34 15 07.86102(N)    090 55 50.01493(W) AD(       ) 2
 EH0740  NAD 83(1986)-  34 15 07.86831(N)    090 55 50.00993(W) AD(       ) 2
 EH0740  NAD 27      -  34 15 07.49442(N)    090 55 49.61592(W) AD(       ) 2
 EH0740  NGVD 29 (??/??/??)   58.247  (m)          191.10   (f) ADJUSTED    1 2
 EH0740
 EH0740.Superseded values are not recommended for survey control.
 EH0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0740.See file dsdata.txt to determine how the superseded data were derived.
 EH0740
 EH0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9055792056(NAD 83)
 EH0740_MARKER: DS = TRIANGULATION STATION DISK
 EH0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH0740_STAMPING: RATIO 1964
 EH0740_MARK LOGO: CGS   
 EH0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0740+STABILITY: SURFACE MOTION
 EH0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0740+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0740
 EH0740  HISTORY     - Date     Condition        Report By
 EH0740  HISTORY     - 1965     MONUMENTED       CGS
 EH0740  HISTORY     - 1976     GOOD             NGS
 EH0740  HISTORY     - 1985     GOOD             NGS
 EH0740  HISTORY     - 1985     GOOD             NGS
 EH0740  HISTORY     - 20030331 GOOD             USACE
 EH0740
 EH0740                          STATION DESCRIPTION
 EH0740
 EH0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH0740'THE STATION IS 8-3/4 MILES SOUTH AND 10-1/2 MILES EAST OF
 EH0740'ST. CHARLES, 4 MILES SOUTH AND 4-1/2 MILES WEST OF ELAINE,
 EH0740'3/4 MILE SOUTH OF RATIO, 0.1 MILE SOUTHWEST OF MILEPOST
 EH0740'NO. 37/38, AND ON PROPERTY CONTROLLED BY THE LEVEE BOARD.
 EH0740'
 EH0740'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 85,
 EH0740'44, AND 20 IN ELAINE, GO SOUTH AND SOUTHWEST ON ROUTES
 EH0740'85 AND 44 FOR 3 MILES TO THE SECOND RAILROAD CROSSING.
 EH0740'CONTINUE SOUTHWEST ON ROUTES 85 AND 44 FOR 3.2 MILES TO A
 EH0740'CROSSROAD IN THE VILLAGE OF RATIO.  TURN LEFT AND GO SOUTH,
 EH0740'EAST, AND SOUTH ON A DIRT ROAD FOR 0.9 MILE TO THE TOP OF A
 EH0740'LEVEE.  TURN RIGHT AND GO SOUTHWEST ON THE LEVEE ROAD FOR 0.05
 EH0740'MILE TO MILEPOST NO. 37/38 ON THE RIGHT.  CONTINUE
 EH0740'SOUTHWEST ON THE LEVEE ROAD FOR 0.1 MILE TO A BEND OF
 EH0740'THE LEVEE AND THE STATION ON THE RIGHT.
 EH0740'
 EH0740'STATION MARKS ARE STANDARD DISKS STAMPED RATIO 1964.  THE SURFACE
 EH0740'DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH0740'OF THE GROUND.  IT IS 19 FEET NORTHWEST OF THE CENTER OF THE
 EH0740'LEVEE ROAD, AND ON THE NORTHWEST EDGE OF THE TOP OF THE LEVEE.
 EH0740'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH0740'42 INCHES BELOW THE SURFACE OF THE GROUND.
 EH0740'
 EH0740'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RATIO NO 1 1964,
 EH0740'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS
 EH0740'16 FEET NORTH OF THE CENTER OF THE LEVEE ROAD, AND ON THE
 EH0740'NORTH EDGE OF THE TOP OF THE LEVEE.
 EH0740'
 EH0740'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RATIO NO 2 1964,
 EH0740'IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH0740'OF THE GROUND.  IT IS 11 FEET SOUTHEAST OF THE CENTER OF
 EH0740'THE LEVEE ROAD, AND ON THE SOUTHEAST EDGE OF THE TOP OF
 EH0740'THE LEVEE.
 EH0740'
 EH0740'AZIMUTH MARK, A STANDARD DISK STAMPED RATIO 1964, IS SET
 EH0740'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 EH0740'IS 10 FEET NORTHWEST OF THE CENTER OF THE LEVEE ROAD AND A
 EH0740'CATTLE GUARD, 1.5 FEET WEST OF A METAL WITNESS POST, AND
 EH0740'1.5 FEET NORTHWEST OF THE WEST POST OF THE CATTLE GUARD.
 EH0740'
 EH0740'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 EH0740'ON THE LEVEE ROAD FOR 0.45 MILE TO A CATTLE GUARD AND THE
 EH0740'AZIMUTH MARK ON THE RIGHT.
 EH0740'
 EH0740'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG TAPE TENSION.
 EH0740'
 EH0740'STATION WAS BUILT IN 1964 BUT OCCUPIED IN 1965.
 EH0740'
 EH0740'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH0740
 EH0740                          STATION RECOVERY (1976)
 EH0740
 EH0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0740'2.5 MI N FROM MELLWOOD.
 EH0740'2.5 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0740'MELLWOOD, 0.1 MILE WEST OF MILEPOST 37/38, 19 FEET NORTHWEST OF THE
 EH0740'CENTER LINE OF THE LEVEE, 95 FEET WEST OF RM 1, AND 99 FEET NORTHWEST
 EH0740'OF RM 2.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING +0
 EH0740'INCHES.  ABOUT LEVEL WITH LEVEE.
 EH0740
 EH0740                          STATION RECOVERY (1985)
 EH0740
 EH0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0740'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 EH0740'RECOVERED IN GOOD CONDITION. IT IS IN T 5 G, R 2 E, SOUTHWEST 1/4
 EH0740'SECTION 17.  OWNERSHIP--LACONIA DRAINAGE AND LEVEE DISTRICT OF
 EH0740'PHILLIP COUNTY, ARKANSAS, 417 RIGHTOR STREET, HELENA AR 72342.
 EH0740'PHONE 501-338-6731.
 EH0740'
 EH0740'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 IN ELAINE
 EH0740'GO SOUTH ON HIGHWAY 85 FOR 9.75 KM (6.05 MI) TO THE MAIN CROSSROAD IN
 EH0740'RATIO.  TURN LEFT, EASTERLY, CROSSING A GRATING-TYPE BRIDGE, AND
 EH0740'FOLLOW WINDING DIRT ROAD FOR 1.35 KM (0.85 MI) TO THE LEVEE ROAD.
 EH0740'TURN RIGHT,  SOUTHWEST, ON THE LEVEE ROAD FOR 0.31 KM (0.2 MI)
 EH0740'TO A SLIGHT CURVE, A WIDE SPOT AND THE STATION ON THE RIGHT.
 EH0740'TO REACH THE AZIMUTH MARK, CONTINUE AHEAD FOR 0.74 KM (0.45 MI)
 EH0740'TO A CATTLE GUARD AND THE MARK ON THE RIGHT.
 EH0740'
 EH0740'STATION MARK IS FLUSH, 208 METERS WEST-SOUTHWEST OF A MILEPOST, 6.5
 EH0740'METERS NORTHWEST OF THE ROAD CENTER, LEVEL WITH THE ROAD, AND 0.5
 EH0740'METERS NORTHEAST OF A FIBERGLASS WITNESS POST.
 EH0740'
 EH0740'REFERENCE MARK 1 IS FLUSH, 4.3 METERS NORTH-NORTHWEST OF THE ROAD
 EH0740'CENTER, AND 0.3 METER SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST.
 EH0740'
 EH0740'REFERENCE MARK 2 IS FLUSH, 4.0 METERS SOUTHEAST OF THE ROAD CENTER,
 EH0740'AND 0.3 METER NORTHEAST OF A FIBERGLASS WITNESS POST.
 EH0740'
 EH0740'AZIMUTH MARK PROJECTS 15 CM. IT IS 3.0 METERS NORTHWEST OF THE ROAD
 EH0740'CENTER, 2.4 METERS WEST OF THE NORTH CORNER OF A METAL CATTLE GUARD.
 EH0740'0.4 METER SOUTHEAST OF A FIBERGLASS WITNESS POST, AND 0.2 METER
 EH0740'NORTHEAST OF A FENCE.
 EH0740
 EH0740                          STATION RECOVERY (1985)
 EH0740
 EH0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0740'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.61 METERS (2.0 FT) EAST OF
 EH0740'A WITNESS POST.
 EH0740
 EH0740                          STATION RECOVERY (2003)
 EH0740
 EH0740'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0742 ***********************************************************************
 EH0742  DESIGNATION -  RATIO AZ MK
 EH0742  PID         -  EH0742
 EH0742  STATE/COUNTY-  AR/PHILLIPS
 EH0742  USGS QUAD   -  MELLWOOD (1982)
 EH0742
 EH0742                         *CURRENT SURVEY CONTROL
 EH0742  ___________________________________________________________________
 EH0742* NAD 83(1997)-  34 14 50.79321(N)    090 56 09.96442(W)     ADJUSTED  
 EH0742* NAVD 88     -        59.202  (meters)     194.23   (feet)  ADJUSTED  
 EH0742  ___________________________________________________________________
 EH0742  X           -     -86,226.551 (meters)                     COMP
 EH0742  Y           -  -5,277,183.393 (meters)                     COMP
 EH0742  Z           -   3,569,186.705 (meters)                     COMP
 EH0742  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EH0742  ELLIP HEIGHT-          32.64  (meters)          (09/14/99) GPS OBS
 EH0742  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH0742  DYNAMIC HT  -          59.144 (meters)     194.04  (feet)  COMP
 EH0742  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 EH0742
 EH0742  HORZ ORDER  -  SECOND
 EH0742  VERT ORDER  -  FIRST     CLASS II
 EH0742  ELLP ORDER  -  FOURTH    CLASS I
 EH0742
 EH0742.The horizontal coordinates were established by GPS observations
 EH0742.and adjusted by the National Geodetic Survey in September 1999..
 EH0742
 EH0742.The orthometric height was determined by differential leveling
 EH0742.and adjusted by the National Geodetic Survey in June 1991..
 EH0742
 EH0742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0742
 EH0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0742
 EH0742.The ellipsoidal height was determined by GPS observations
 EH0742.and is referenced to NAD 83.
 EH0742
 EH0742.The geoid height was determined by GEOID03.
 EH0742
 EH0742.The dynamic height is computed by dividing the NAVD 88
 EH0742.geopotential number by the normal gravity value computed on the
 EH0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0742.degrees latitude (g = 980.6199 gals.).
 EH0742
 EH0742.The modeled gravity was interpolated from observed gravity values.
 EH0742
 EH0742;                    North         East     Units Scale Factor Converg.
 EH0742;SPC AR S     -   575,837.288   497,993.072   MT  0.99992536   +0 35 43.6
 EH0742;SPC AR S     - 1,889,226.17  1,633,832.27   sFT  0.99992536   +0 35 43.6
 EH0742;UTM  15      - 3,791,519.384   690,057.344   MT  1.00004528   +1 09 42.6
 EH0742
 EH0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0742!SPC AR S     -   0.99999488  x   0.99992536  =   0.99992024
 EH0742!UTM  15      -   0.99999488  x   1.00004528  =   1.00004016
 EH0742
 EH0742:                Primary Azimuth Mark                     Grid Az
 EH0742:SPC AR S     -  RATIO                                    043 32 59.8
 EH0742:UTM  15      -  RATIO                                    042 59 00.8
 EH0742
 EH0742|---------------------------------------------------------------------|
 EH0742| PID    Reference Object                     Distance      Geod. Az  |
 EH0742|                                                           dddmmss.s |
 EH0742| EH0740 RATIO                               APPROX. 0.7 KM 0440843.4 |
 EH0742|---------------------------------------------------------------------|
 EH0742
 EH0742                          SUPERSEDED SURVEY CONTROL
 EH0742
 EH0742  NAD 83(1997)-  34 14 50.79457(N)    090 56 09.96407(W) AD(       ) 2
 EH0742  NAD 83(1986)-  34 14 50.80170(N)    090 56 09.95902(W) AD(       ) 2
 EH0742  NGVD 29 (??/??/??)   59.260  (m)          194.42   (f) ADJUSTED    1 2
 EH0742
 EH0742.Superseded values are not recommended for survey control.
 EH0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0742.See file dsdata.txt to determine how the superseded data were derived.
 EH0742
 EH0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9005791519(NAD 83)
 EH0742_MARKER: DZ = AZIMUTH MARK DISK
 EH0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH0742_STAMPING: RATIO 1964 AZIMUTH
 EH0742_MARK LOGO: CGS   
 EH0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0742+STABILITY: SURFACE MOTION
 EH0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0742+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 EH0742
 EH0742  HISTORY     - Date     Condition        Report By
 EH0742  HISTORY     - 1985     MONUMENTED       NGS
 EH0742  HISTORY     - 1976     GOOD             NGS
 EH0742  HISTORY     - 1985     GOOD             NGS
 EH0742  HISTORY     - 20050412 GOOD             USACE
 EH0742
 EH0742                          STATION DESCRIPTION
 EH0742
 EH0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0742'STATION IS LOCATED ABOUT 10 KM (6 MI) SOUTHWEST OF ELAINE, 1.6
 EH0742'KM (1 MI) SOUTH OF RATIO, 3.7 KM (2.3 MI) NORTH-NORTHEAST OF MELLWOOD,
 EH0742'IN T 5 S, R 2 E, INTERSECTION OF SECTIONS 17, 18, 19 AND 20, ALONG
 EH0742'THE MAIN LEVEE PARALLELING THE MISSISSIPPI RIVER.  OWNERSHIP--LACONIA
 EH0742'DRAINAGE AND LEVEE DISTRICT OF PHILLIPS COUNTY, ARKANSAS, 417 RIGHTOR
 EH0742'STREET, HELENA AR 72342, PHONE 501 338-6731.
 EH0742'
 EH0742'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 IN ELAINE,
 EH0742'GO SOUTH ON HIGHWAY 85 FOR 9.75 KM (6.05 MI) TO  THE MAIN CROSSROAD IN
 EH0742'RATIO. TURN LEFT, EASTERLY, CROSSING A GRATING-TYPE BRIDGE, AND
 EH0742'FOLLOW WINDING DIRT ROAD FOR 1.35 KM (0.85 MI) TO THE LEVEE ROAD.
 EH0742'TURN RIGHT, SOUTHWEST, ON THE LEVEE ROAD FOR 0.31 KM (0.2 MI)
 EH0742'TO A SLIGHT CURVE, A WIDE SPOT AND RATIO 1965 ON THE RIGHT.
 EH0742'CONTINUE AHEAD FOR 0.74 KM (0.45 MI) TO A CATTLE GUARD
 EH0742'AND THE MARK ON THE RIGHT.
 EH0742'
 EH0742'STATION MARK, A STANDARD CGS AZIMUTH MARK DISK STAMPPED--RATIO 1965--,
 EH0742'IS SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 15 CM ABOVE
 EH0742'THE GROUND.  IT IS 3.0 METERS NORTHWEST OF THE ROAD CENTER, 2.4 METERS
 EH0742'WEST OF THE NORTH CORNER OF A CATTLE GUARD, 0.4 METER SOUTHEAST OF A
 EH0742'FIBERGLASS WITNESS POST, AND 0.2 METER NORTHEAST OF A FENCE.
 EH0742'
 EH0742'THIS STATION IS INTERVISIBLE WITH RATIO 1965.
 EH0742
 EH0742                          STATION RECOVERY (1976)
 EH0742
 EH0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0742'2.05 MI N FROM MELLWOOD.
 EH0742'2.05 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0742'MELLWOOD, AT A FENCE AND CATTLE GUARD CROSSING THE LEVEE, 10 FEET
 EH0742'NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT NORTHWEST OF THE
 EH0742'WEST POST OF THE CATTLE GUARD.  A DISK SET IN THE TOP OF A CONCRETE
 EH0742'POST PROJECTING +8 INCHES.  ABOUT LEVEL WITH LEVEE.
 EH0742
 EH0742                          STATION RECOVERY (1985)
 EH0742
 EH0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0742'RECOVERED IN GOOD CONDITION.
 EH0742
 EH0742                          STATION RECOVERY (2005)
 EH0742
 EH0742'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0739 ***********************************************************************
 EH0739  DESIGNATION -  RATIO RM 1
 EH0739  PID         -  EH0739
 EH0739  STATE/COUNTY-  AR/PHILLIPS
 EH0739  USGS QUAD   -  LAMBROOK (1982)
 EH0739
 EH0739                         *CURRENT SURVEY CONTROL
 EH0739  ___________________________________________________________________
 EH0739* NAD 83(1986)-  34 15 08.     (N)    090 55 46.     (W)     SCALED    
 EH0739* NAVD 88     -        58.005  (meters)     190.30   (feet)  ADJUSTED  
 EH0739  ___________________________________________________________________
 EH0739  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH0739  DYNAMIC HT  -          57.948 (meters)     190.12  (feet)  COMP
 EH0739  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 EH0739
 EH0739  VERT ORDER  -  FIRST     CLASS II
 EH0739
 EH0739.The horizontal coordinates were scaled from a topographic map and have
 EH0739.an estimated accuracy of +/- 6 seconds.
 EH0739
 EH0739.The orthometric height was determined by differential leveling
 EH0739.and adjusted by the National Geodetic Survey in June 1991..
 EH0739
 EH0739.The geoid height was determined by GEOID03.
 EH0739
 EH0739.The dynamic height is computed by dividing the NAVD 88
 EH0739.geopotential number by the normal gravity value computed on the
 EH0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0739.degrees latitude (g = 980.6199 gals.).
 EH0739
 EH0739.The modeled gravity was interpolated from observed gravity values.
 EH0739
 EH0739;                    North         East    Units  Estimated Accuracy
 EH0739;SPC AR S     -   576,370.      498,600.      MT  (+/- 180 meters Scaled)
 EH0739
 EH0739                          SUPERSEDED SURVEY CONTROL
 EH0739
 EH0739  NGVD 29 (??/??/??)   58.062  (m)          190.49   (f) ADJUSTED    1 2
 EH0739
 EH0739.Superseded values are not recommended for survey control.
 EH0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0739.See file dsdata.txt to determine how the superseded data were derived.
 EH0739
 EH0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT906920(NAD 83)
 EH0739_MARKER: DR = REFERENCE MARK DISK
 EH0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0739_STAMPING: RATIO 1964 NO 1
 EH0739_MARK LOGO: CGS   
 EH0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0739+STABILITY: SURFACE MOTION
 EH0739
 EH0739  HISTORY     - Date     Condition        Report By
 EH0739  HISTORY     - 1964     MONUMENTED       CGS
 EH0739  HISTORY     - 1976     GOOD             NGS
 EH0739  HISTORY     - 1985     GOOD             NGS
 EH0739  HISTORY     - 20050412 MARK NOT FOUND   USACE
 EH0739
 EH0739                          STATION DESCRIPTION
 EH0739
 EH0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0739'2.5 MI N FROM MELLWOOD.
 EH0739'2.5 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0739'MELLWOOD, 0.1 MILE WEST OF MILEPOST 37/38, 16 FEET NORTH OF THE CENTER
 EH0739'LINE OF THE LEVEE, AND 95 FEET EAST OF RATIO 1964.  A DISK SET IN THE
 EH0739'TOP OF A CONCRETE POST PROJECTING +0 INCHES.  ABOUT LEVEL WITH LEVEE.
 EH0739
 EH0739                          STATION RECOVERY (1985)
 EH0739
 EH0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0739'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) WEST OF
 EH0739'A WITNESS POST.
 EH0739
 EH0739                          STATION RECOVERY (2005)
 EH0739
 EH0739'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0741 ***********************************************************************
 EH0741  DESIGNATION -  RATIO RM 2
 EH0741  PID         -  EH0741
 EH0741  STATE/COUNTY-  AR/PHILLIPS
 EH0741  USGS QUAD   -  LAMBROOK (1982)
 EH0741
 EH0741                         *CURRENT SURVEY CONTROL
 EH0741  ___________________________________________________________________
 EH0741* NAD 83(1986)-  34 15 06.     (N)    090 55 44.     (W)     SCALED    
 EH0741* NAVD 88     -        58.327  (meters)     191.36   (feet)  ADJUSTED  
 EH0741  ___________________________________________________________________
 EH0741  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH0741  DYNAMIC HT  -          58.269 (meters)     191.17  (feet)  COMP
 EH0741  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 EH0741
 EH0741  VERT ORDER  -  FIRST     CLASS II
 EH0741
 EH0741.The horizontal coordinates were scaled from a topographic map and have
 EH0741.an estimated accuracy of +/- 6 seconds.
 EH0741
 EH0741.The orthometric height was determined by differential leveling
 EH0741.and adjusted by the National Geodetic Survey in June 1991..
 EH0741.WARNING-Repeat measurements at this control monument indicate possible
 EH0741.vertical movement.
 EH0741
 EH0741.The geoid height was determined by GEOID03.
 EH0741
 EH0741.The dynamic height is computed by dividing the NAVD 88
 EH0741.geopotential number by the normal gravity value computed on the
 EH0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0741.degrees latitude (g = 980.6199 gals.).
 EH0741
 EH0741.The modeled gravity was interpolated from observed gravity values.
 EH0741
 EH0741;                    North         East    Units  Estimated Accuracy
 EH0741;SPC AR S     -   576,310.      498,650.      MT  (+/- 180 meters Scaled)
 EH0741
 EH0741                          SUPERSEDED SURVEY CONTROL
 EH0741
 EH0741  NGVD 29 (??/??/??)   58.384  (m)          191.55   (f) ADJUSTED    1 2
 EH0741
 EH0741.Superseded values are not recommended for survey control.
 EH0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0741.See file dsdata.txt to determine how the superseded data were derived.
 EH0741
 EH0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT907920(NAD 83)
 EH0741_MARKER: DR = REFERENCE MARK DISK
 EH0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0741_STAMPING: RATIO 1964 RM NO 2
 EH0741_MARK LOGO: CGS   
 EH0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0741+STABILITY: SURFACE MOTION
 EH0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0741+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 EH0741
 EH0741  HISTORY     - Date     Condition        Report By
 EH0741  HISTORY     - 1964     MONUMENTED       CGS
 EH0741  HISTORY     - 1976     GOOD             NGS
 EH0741  HISTORY     - 1985     GOOD             NGS
 EH0741  HISTORY     - 20050412 GOOD             USACE
 EH0741
 EH0741                          STATION DESCRIPTION
 EH0741
 EH0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0741'2.5 MI N FROM MELLWOOD.
 EH0741'2.5 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0741'MELLWOOD, 0.1 MILE WEST OF MILEPOST 37/38, 11 FEET SOUTHEAST OF THE
 EH0741'CENTER LINE OF THE LEVEE, AND 99 FEET SOUTHEAST OF RATIO 1964.
 EH0741
 EH0741                          STATION RECOVERY (1985)
 EH0741
 EH0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0741'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) EAST OF
 EH0741'A WITNESS POST, AND 30.2 METERS (99.0 FT) SOUTHWEST OF STATION RATIO.
 EH0741
 EH0741                          STATION RECOVERY (2005)
 EH0741
 EH0741'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1221 ***********************************************************************
 DM1221  DESIGNATION -  RAVANA
 DM1221  PID         -  DM1221
 DM1221  STATE/COUNTY-  AR/MILLER
 DM1221  USGS QUAD   -  RAVANNA (1975)
 DM1221
 DM1221                         *CURRENT SURVEY CONTROL
 DM1221  ___________________________________________________________________
 DM1221* NAD 83(1997)-  33 04 05.63493(N)    094 01 56.38390(W)     ADJUSTED  
 DM1221* NAVD 88     -       108.99   (+/-2cm)     357.6    (feet)  VERTCON   
 DM1221  ___________________________________________________________________
 DM1221  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DM1221  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DM1221
 DM1221  HORZ ORDER  -  FIRST
 DM1221  VERT ORDER  -  THIRD ? (See Below)
 DM1221
 DM1221.The horizontal coordinates were established by classical geodetic methods
 DM1221.and adjusted by the National Geodetic Survey in September 1999..
 DM1221
 DM1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1221.The vertical order pertains to the NGVD 29 superseded value.
 DM1221
 DM1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1221
 DM1221.The geoid height was determined by GEOID03.
 DM1221
 DM1221;                    North         East     Units Scale Factor Converg.
 DM1221;SPC AR S     -   446,423.929   210,219.842   MT  1.00005946   -1 08 14.9
 DM1221;SPC AR S     - 1,464,642.51    689,696.26   sFT  1.00005946   -1 08 14.9
 DM1221;SPC TXNC     - 2,164,287.888 1,017,017.713   MT  0.99987266   +2 26 11.9
 DM1221;SPC TXNC     - 7,100,667.85  3,336,665.61   sFT  0.99987266   +2 26 11.9
 DM1221;SPC LA N     -   285,785.486   856,897.400   MT  1.00011626   -0 48 36.5
 DM1221;SPC LA N     -   937,614.55  2,811,337.55   sFT  1.00011626   -0 48 36.5
 DM1221;UTM  15      - 3,659,324.892   403,636.309   MT  0.99971449   -0 33 48.0
 DM1221
 DM1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1221!SPC AR S     -   0.99998706  x   1.00005946  =   1.00004651
 DM1221!SPC TXNC     -   0.99998706  x   0.99987266  =   0.99985972
 DM1221!SPC LA N     -   0.99998706  x   1.00011626  =   1.00010331
 DM1221!UTM  15      -   0.99998706  x   0.99971449  =   0.99970155
 DM1221
 DM1221|---------------------------------------------------------------------|
 DM1221| PID    Reference Object                     Distance      Geod. Az  |
 DM1221|                                                           dddmmss.s |
 DM1221| CX6128 RAVANA RM 1                          29.660 METERS 02809     |
 DM1221| CX6129 RAVANA RM 2 AZIMUTH                                26453     |
 DM1221|---------------------------------------------------------------------|
 DM1221
 DM1221                          SUPERSEDED SURVEY CONTROL
 DM1221
 DM1221  NAD 83(1997)-  33 04 05.63961(N)    094 01 56.38166(W) AD(       ) 1
 DM1221  NAD 83(1997)-  33 04 05.64317(N)    094 01 56.37510(W) AD(       ) 1
 DM1221  NAD 83(1986)-  33 04 05.64288(N)    094 01 56.37335(W) AD(       ) 1
 DM1221  NAD 27      -  33 04 05.16700(N)    094 01 55.71500(W) AD(       ) 1
 DM1221  NGVD 29 (07/19/86)  109.02   (m)          357.7    (f) LEVELING    3  
 DM1221
 DM1221.Superseded values are not recommended for survey control.
 DM1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1221.See file dsdata.txt to determine how the superseded data were derived.
 DM1221
 DM1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0363659325(NAD 83)
 DM1221_MARKER: DS = TRIANGULATION STATION DISK
 DM1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1221
 DM1221  HISTORY     - Date     Condition        Report By
 DM1221  HISTORY     - 1930     MONUMENTED       CGS
 DM1221  HISTORY     - 1937     GOOD             TXHD
 DM1221  HISTORY     - 1950     SEE DESCRIPTION  CGS
 DM1221
 DM1221                          STATION DESCRIPTION
 DM1221
 DM1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1221'ABOUT 1/2 MILE EAST OF RAVANA RAILROAD STATION, ON SOUTH END
 DM1221'OF A BARE KNOLL, ON LAND OWNED BY G.S. BECK, AND ABOUT 75 METERS
 DM1221'(246 FEET) SOUTH OF HIS HOUSE.  STATION IS 16.7 METERS (55 FEET)
 DM1221'SOUTHEAST OF SOUTHEAST CORNER OF BARN, 7.4 METERS (24 FEET) WEST
 DM1221'OF FENCE WEST OF ROAD, AND 28.0 METERS (92 FEET) NORTH OF
 DM1221'FENCE NORTH OF ROAD.  TO REACH FROM RAVANA GO NORTH AND EAST
 DM1221'OUT OF TOWN 0.6 MILE TO TOP OF GRADE WHERE ROAD TURNS NORTH.
 DM1221'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 DM1221'CONCRETE.  UPPER MARK IS 4 INCHES BELOW
 DM1221'SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 DM1221'CONCRETE.  NO. 1 IS 1-1/2 METERS (5 FEET) WEST
 DM1221'OF FENCE LINE, AND 29.66 METERS (97.3 FEET) FROM STATION.
 DM1221'N 28 DEG 09 MIN E.  NO. 2 IS IN SOUTHWEST CORNER OF
 DM1221'FIELD, 10 METERS (33 FEET) NORTH OF ROAD, AND 3/8 MILE
 DM1221'FROM STATION S 84 DEG 53 MIN 14 SEC W.
 DM1221
 DM1221                          STATION RECOVERY (1937)
 DM1221
 DM1221'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1221'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 DM1221'GOOD CONDITION, ALTHOUGH THE STATION SURFACE MARK WAS COVERED BY
 DM1221'SAND.
 DM1221'
 DM1221'THE STATION WAS REACHED FROM THE KANSAS CITY SOUTHERN RAILWAY
 DM1221'STATION MARKER AT RAVANA, ARKANSAS BY GOING N 0.03 MILE AND
 DM1221'E 0.32 MILE, THEN N FOR 0.1 MILE TO REFERENCE MARK NO. 2 AT CROSS
 DM1221'ROAD, THEN E 0.17 MILE AND N FOR .05 MILE TO REFERENCE MARK NO. 1
 DM1221'ON THE W SIDE OF THE ROAD WHICH IS NEAR STATION.
 DM1221
 DM1221                          STATION RECOVERY (1950)
 DM1221
 DM1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DM1221'THE ORIGINAL STATION AND REFERENCE MARKS HAD BEEN DESTROYED DUE
 DM1221'TO ROAD RELOCATION.  REFERENCE MARK NO 2 1930 WAS FOUND, BUT
 DM1221'HAD BEEN DISTURBED SO THE DISK WAS REMOVED.
 DM1221'
 DM1221'FOLLOWING THE ESTABLISHMENT OF RAVANA 2, A SECOND AND MORE
 DM1221'THOROUGH SEARCH WAS MADE FOR THE ORIGINAL STATION, BUT IT COULD
 DM1221'NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1222 ***********************************************************************
 DM1222  DESIGNATION -  RAVANA 2
 DM1222  PID         -  DM1222
 DM1222  STATE/COUNTY-  AR/MILLER
 DM1222  USGS QUAD   -  RAVANNA (1975)
 DM1222
 DM1222                         *CURRENT SURVEY CONTROL
 DM1222  ___________________________________________________________________
 DM1222* NAD 83(1997)-  33 04 06.03181(N)    094 01 56.40338(W)     ADJUSTED  
 DM1222* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 DM1222  ___________________________________________________________________
 DM1222  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DM1222  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DM1222
 DM1222  HORZ ORDER  -  FIRST
 DM1222
 DM1222.The horizontal coordinates were established by classical geodetic methods
 DM1222.and adjusted by the National Geodetic Survey in September 1999..
 DM1222
 DM1222.The orthometric height was scaled from a topographic map.
 DM1222
 DM1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1222
 DM1222.The geoid height was determined by GEOID03.
 DM1222
 DM1222;                    North         East     Units Scale Factor Converg.
 DM1222;SPC AR S     -   446,436.164   210,219.580   MT  1.00005942   -1 08 14.9
 DM1222;SPC AR S     - 1,464,682.65    689,695.41   sFT  1.00005942   -1 08 14.9
 DM1222;SPC TXNC     - 2,164,300.080 1,017,016.688   MT  0.99987267   +2 26 11.9
 DM1222;SPC TXNC     - 7,100,707.85  3,336,662.25   sFT  0.99987267   +2 26 11.9
 DM1222;SPC LA N     -   285,797.720   856,897.068   MT  1.00011630   -0 48 36.5
 DM1222;SPC LA N     -   937,654.69  2,811,336.46   sFT  1.00011630   -0 48 36.5
 DM1222;UTM  15      - 3,659,337.120   403,635.924   MT  0.99971449   -0 33 48.0
 DM1222
 DM1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1222!SPC AR S     -   0.99998706  x   1.00005942  =   1.00004648
 DM1222!SPC TXNC     -   0.99998706  x   0.99987267  =   0.99985973
 DM1222!SPC LA N     -   0.99998706  x   1.00011630  =   1.00010336
 DM1222!UTM  15      -   0.99998706  x   0.99971449  =   0.99970155
 DM1222
 DM1222|---------------------------------------------------------------------|
 DM1222| PID    Reference Object                     Distance      Geod. Az  |
 DM1222|                                                           dddmmss.s |
 DM1222| CX6131 RAVANA 2 RM 1                        29.388 METERS 03855     |
 DM1222| CX6130 RAVANA 2 AZ MK                                     0661225.3 |
 DM1222| CX6132 RAVANA 2 RM 2                        35.058 METERS 30732     |
 DM1222|---------------------------------------------------------------------|
 DM1222
 DM1222                          SUPERSEDED SURVEY CONTROL
 DM1222
 DM1222  NAD 83(1997)-  33 04 06.03708(N)    094 01 56.40092(W) AD(       ) 1
 DM1222  NAD 83(1997)-  33 04 06.03952(N)    094 01 56.39426(W) AD(       ) 1
 DM1222  NAD 83(1986)-  33 04 06.04014(N)    094 01 56.39254(W) AD(       ) 1
 DM1222  NAD 27      -  33 04 05.56300(N)    094 01 55.73400(W) AD(       ) 1
 DM1222
 DM1222.Superseded values are not recommended for survey control.
 DM1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1222.See file dsdata.txt to determine how the superseded data were derived.
 DM1222
 DM1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0363659337(NAD 83)
 DM1222_MARKER: DS = TRIANGULATION STATION DISK
 DM1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1222
 DM1222  HISTORY     - Date     Condition        Report By
 DM1222  HISTORY     - 1950     MONUMENTED       CGS
 DM1222  HISTORY     - 1956     GOOD             CGS
 DM1222  HISTORY     - 1963     GOOD             CGS
 DM1222
 DM1222                          STATION DESCRIPTION
 DM1222
 DM1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DM1222'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF BRIGHT STAR
 DM1222'AND 0.5 EAST OF RAVANA ON THE HIGH POINT OF A PROMINENT RIDGE
 DM1222'AND ON LAND OWNED AND OCCUPIED BY MR. G.S. BECK.  IT IS ABOUT
 DM1222'250 FEET WEST OF THE BECK HOME, 20.5 FEET NORTH OF FENCE LINE AND
 DM1222'WITNESS POST AND 50 FEET NORTH OF THE CENTER OF ROAD.  IT IS
 DM1222'STAMPED RAVANA 2 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 DM1222'
 DM1222'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 2 FEET WEST OF
 DM1222'THE WEST END OF GATE INTO LOT, 15 FEET SOUTH OF POWER LINE POLE
 DM1222'AND 1 FOOT NORTH OF FENCE LINE.  IT IS STAMPED RAVANA 2 NO 1
 DM1222'1950 AND SET FLUSH WITH THE GROUND SURFACE.
 DM1222'
 DM1222'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET IN THE NORTH
 DM1222'EDGE OF THE LOT 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS
 DM1222'STAMPED RAVANA 2 NO 2 1950 AND SET FLUSH WITH THE GROUND
 DM1222'SURFACE.
 DM1222'
 DM1222'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO
 DM1222'2 IS 151.85 FEET.
 DM1222'
 DM1222'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST-NORTHEAST OF THE STATION,
 DM1222'25 FEET NORTH OF THE CENTER OF GRADED ROAD, 2 FEET SOUTHEAST
 DM1222'OF WITNESS POST AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED
 DM1222'RAVANA 2 1950 AND PROJECTS 3 INCHES.
 DM1222'
 DM1222'TO REACH THE STATION FROM THE GENERAL STORE (PATTERSONS) IN
 DM1222'BRIGHT STAR, GO SOUTHEAST ON MAIN ROAD TOWARD DODDRIDGE FOR
 DM1222'0.5 MILE, TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO FORKS, BEAR
 DM1222'RIGHT AND CONTINUE ON GRADED ROAD KEEPING STRAIGHT AHEAD AT ALL
 DM1222'INTERSECTIONS FOR 4.0 MILES TO THE AZIMUTH MARK ON THE RIGHT
 DM1222'AS DESCRIBED, CONTINUE WEST ON GRADED ROAD FOR 0.3 MILE TO THE
 DM1222'BECK HOME ON THE RIGHT, PASS THROUGH GATE IN FENCE LINE ABOUT
 DM1222'200 FEET WEST OF THE BECK HOME, TURN LEFT TO THE SOUTHWEST
 DM1222'CORNER OF LOT AND STATION AS DESCRIBED.
 DM1222'
 DM1222'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1222
 DM1222                          STATION RECOVERY (1956)
 DM1222
 DM1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1222'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK WERE RECOVERED IN
 DM1222'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DM1222'STATION SITE ARE CORRECT.
 DM1222
 DM1222                          STATION RECOVERY (1963)
 DM1222
 DM1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DM1222'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DM1222'CONDITION.  THE STATION MARK IS NEAR THE SOUTHWEST CORNER OF A
 DM1222'LOT AT A VACANT HOUSE AND IT IS 8.5 FEET WEST OF AN 8-INCH
 DM1222'PINE TREE.
 DM1222'
 DM1222'TO REACH THE STATION FROM BRIGHT STAR, FROM THE SCHOOL, GO
 DM1222'SOUTHEAST ON STATE HIGHWAY 160 FOR 0.55 MILE TO A SIDE ROAD
 DM1222'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO FORKS, TAKE RIGHT
 DM1222'FORK AND CONTINUE ON MAIN ROAD FOR 3.75 MILES TO THE AZIMUTH
 DM1222'MARK ON THE RIGHT (2 FEET SOUTHWEST OF A WITNESS POST AND 1
 DM1222'FOOT SOUTH OF A FENCE), CONTINUE ON MAIN ROAD FOR 0.25 MILE
 DM1222'TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0868 ***********************************************************************
 GE0868  DESIGNATION -  RAVEN
 GE0868  PID         -  GE0868
 GE0868  STATE/COUNTY-  AR/SHARP
 GE0868  USGS QUAD   -  WILLIFORD (1981)
 GE0868
 GE0868                         *CURRENT SURVEY CONTROL
 GE0868  ___________________________________________________________________
 GE0868* NAD 83(1997)-  36 16 12.64599(N)    091 18 11.02562(W)     ADJUSTED  
 GE0868* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 GE0868  ___________________________________________________________________
 GE0868  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 GE0868  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GE0868
 GE0868  HORZ ORDER  -  THIRD
 GE0868
 GE0868.The horizontal coordinates were established by classical geodetic methods
 GE0868.and adjusted by the National Geodetic Survey in September 1999..
 GE0868
 GE0868.The orthometric height was scaled from a topographic map.
 GE0868
 GE0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0868
 GE0868.The geoid height was determined by GEOID03.
 GE0868
 GE0868;                    North         East     Units Scale Factor Converg.
 GE0868;SPC AR N     -   215,106.222   462,623.346   MT  1.00000749   +0 24 20.0
 GE0868;SPC AR N     -   705,727.66  1,517,790.09   sFT  1.00000749   +0 24 20.0
 GE0868;UTM  15      - 4,015,251.543   652,424.292   MT  0.99988626   +1 00 14.7
 GE0868
 GE0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0868!SPC AR N     -   0.99997619  x   1.00000749  =   0.99998368
 GE0868!UTM  15      -   0.99997619  x   0.99988626  =   0.99986245
 GE0868
 GE0868|---------------------------------------------------------------------|
 GE0868| PID    Reference Object                     Distance      Geod. Az  |
 GE0868|                                                           dddmmss.s |
 GE0868| CI2125 RAVEN RM 2                           26.181 METERS 01031     |
 GE0868| GE1247 RAVEN AZ MK                                        1343517.0 |
 GE0868| CI2124 RAVEN RM 1                           21.309 METERS 28702     |
 GE0868|---------------------------------------------------------------------|
 GE0868
 GE0868                          SUPERSEDED SURVEY CONTROL
 GE0868
 GE0868  NAD 83(1986)-  36 16 12.65478(N)    091 18 11.02472(W) AD(       ) 3
 GE0868  NAD 27      -  36 16 12.41150(N)    091 18 10.54610(W) AD(       ) 3
 GE0868
 GE0868.Superseded values are not recommended for survey control.
 GE0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0868.See file dsdata.txt to determine how the superseded data were derived.
 GE0868
 GE0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5242415252(NAD 83)
 GE0868_MARKER: DS = TRIANGULATION STATION DISK
 GE0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0868
 GE0868  HISTORY     - Date     Condition        Report By
 GE0868  HISTORY     - 1955     MONUMENTED       CGS
 GE0868
 GE0868                          STATION DESCRIPTION
 GE0868
 GE0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0868'THE STATION IS LOCATED ON THE PROPERTY OF MR. J.A. SWETNAM, ABOUT
 GE0868'3-1/2 MILES NORTHWEST OF RAVENDEN, 3-1/2 MILES NORTHEAST OF
 GE0868'WILLIFORD, 95 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS
 GE0868'62 AND 63 AND 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GE0868'SMALL GROCERY AND GAS STATION.
 GE0868'
 GE0868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90
 GE0868'AND U.S. HIGHWAYS 62 AND 63 AT RAVENDEN, GO NORTHWEST ON HIGHWAYS
 GE0868'62 AND 63 FOR 3.3 MILES TO THE AZIMUTH MARK ON THE LEFT,
 GE0868'CONTINUE ON THE HIGHWAY FOR 0.35 MILE TO THE STATION ON THE LEFT.
 GE0868'
 GE0868'THE STATION MARK IS FLUSH AND THE DISK IS STAMPED RAVEN 1955.
 GE0868'
 GE0868'REFERENCE MARK 1 IS 3 FEET NORTHWEST OF A 4 X 4 INCH WHITE
 GE0868'WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE.  THE MARK
 GE0868'PROJECTS 4 INCHES AND THE DISK IS STAMPED RAVEN NO 1 1955.
 GE0868'
 GE0868'REFERENCE MARK 2 IS 31 FEET SOUTHWEST OF THE CENTER OF THE
 GE0868'HIGHWAY AND 4 FEET SOUTHEAST OF A STEEL SIGN POST.  THE MARK
 GE0868'IS FLUSH AND THE DISK IS STAMPED RAVEN NO 2 1955.
 GE0868'
 GE0868'THE AZIMUTH MARK IS 60 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GE0868'AND 2 FEET WEST A POWERLINE POLE AND A 4 X 4 INCH WHITE
 GE0868'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0868'RAVEN 1955.
 GE0868'
 GE0868'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1247 ***********************************************************************
 GE1247  DESIGNATION -  RAVEN AZ MK
 GE1247  PID         -  GE1247
 GE1247  STATE/COUNTY-  AR/SHARP
 GE1247  USGS QUAD   -  WILLIFORD (1981)
 GE1247
 GE1247                         *CURRENT SURVEY CONTROL
 GE1247  ___________________________________________________________________
 GE1247* NAD 83(1986)-  36 15 59.     (N)    091 17 54.     (W)     SCALED    
 GE1247* NAVD 88     -       172.029  (meters)     564.40   (feet)  ADJUSTED  
 GE1247  ___________________________________________________________________
 GE1247  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GE1247  DYNAMIC HT  -         171.885 (meters)     563.93  (feet)  COMP
 GE1247  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 GE1247
 GE1247  VERT ORDER  -  FIRST     CLASS II
 GE1247
 GE1247.The horizontal coordinates were scaled from a topographic map and have
 GE1247.an estimated accuracy of +/- 6 seconds.
 GE1247
 GE1247.The orthometric height was determined by differential leveling
 GE1247.and adjusted by the National Geodetic Survey in January 1995..
 GE1247
 GE1247.The geoid height was determined by GEOID03.
 GE1247
 GE1247.The dynamic height is computed by dividing the NAVD 88
 GE1247.geopotential number by the normal gravity value computed on the
 GE1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1247.degrees latitude (g = 980.6199 gals.).
 GE1247
 GE1247.The modeled gravity was interpolated from observed gravity values.
 GE1247
 GE1247;                    North         East    Units  Estimated Accuracy
 GE1247;SPC AR N     -   214,690.      463,050.      MT  (+/- 180 meters Scaled)
 GE1247
 GE1247                          SUPERSEDED SURVEY CONTROL
 GE1247
 GE1247  NGVD 29 (10/05/93)  171.926  (m)          564.06   (f) ADJUSTED    1 2
 GE1247
 GE1247.Superseded values are not recommended for survey control.
 GE1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1247.See file dsdata.txt to determine how the superseded data were derived.
 GE1247
 GE1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA528148(NAD 83)
 GE1247_MARKER: DZ = AZIMUTH MARK DISK
 GE1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1247_SP_SET: CONCRETE POST
 GE1247_STAMPING: RAVEN 1935
 GE1247_MARK LOGO: CGS   
 GE1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1247+STABILITY: SURFACE MOTION
 GE1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1247+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992
 GE1247
 GE1247  HISTORY     - Date     Condition        Report By
 GE1247  HISTORY     - 1955     MONUMENTED       CGS
 GE1247  HISTORY     - 19920402 GOOD             NGS
 GE1247
 GE1247                          STATION DESCRIPTION
 GE1247
 GE1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 GE1247'5.4 KM (3.35 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1247'STATE HIGHWAY 90 IN RAVENDEN, 205.0 M (672.6 FT) NORTHWEST OF THE
 GE1247'CENTER OF A GRAVELED ROAD LEADING SOUTH, 18.4 M (60.4 FT) SOUTHWEST
 GE1247'OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) NORTHWEST OF UTILITY POLE
 GE1247'NUMBER 244 3 4 WITH A GUY WIRE, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 GE1247'POST, 0.3 M (1.0 FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE
 GE1247'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 GE1247'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0846 ***********************************************************************
 GE0846  DESIGNATION -  RAVENDEN
 GE0846  PID         -  GE0846
 GE0846  STATE/COUNTY-  AR/RANDOLPH
 GE0846  USGS QUAD   -  RAVENDEN SPRINGS (1981)
 GE0846
 GE0846                         *CURRENT SURVEY CONTROL
 GE0846  ___________________________________________________________________
 GE0846* NAD 83(1997)-  36 16 03.78836(N)    091 14 58.21972(W)     ADJUSTED  
 GE0846* NAVD 88     -       191.76   (+/-2cm)     629.1    (feet)  VERTCON   
 GE0846  ___________________________________________________________________
 GE0846  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 GE0846  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GE0846
 GE0846  HORZ ORDER  -  THIRD
 GE0846  VERT ORDER  -  THIRD ? (See Below)
 GE0846
 GE0846.The horizontal coordinates were established by classical geodetic methods
 GE0846.and adjusted by the National Geodetic Survey in September 1999..
 GE0846
 GE0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0846.The vertical order pertains to the NGVD 29 superseded value.
 GE0846
 GE0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0846
 GE0846.The geoid height was determined by GEOID03.
 GE0846
 GE0846;                    North         East     Units Scale Factor Converg.
 GE0846;SPC AR N     -   214,868.577   467,437.722   MT  1.00000698   +0 26 12.2
 GE0846;SPC AR N     -   704,947.99  1,533,585.26   sFT  1.00000698   +0 26 12.2
 GE0846;UTM  15      - 4,015,064.246   657,240.350   MT  0.99990464   +1 02 08.6
 GE0846
 GE0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0846!SPC AR N     -   0.99997436  x   1.00000698  =   0.99998134
 GE0846!UTM  15      -   0.99997436  x   0.99990464  =   0.99987900
 GE0846
 GE0846:                Primary Azimuth Mark                     Grid Az
 GE0846:SPC AR N     -  RAVENDEN AZ MK                           029 48 29.4
 GE0846:UTM  15      -  RAVENDEN AZ MK                           029 12 33.0
 GE0846
 GE0846|---------------------------------------------------------------------|
 GE0846| PID    Reference Object                     Distance      Geod. Az  |
 GE0846|                                                           dddmmss.s |
 GE0846| CI2126 RAVENDEN AZ MK                                     0301441.6 |
 GE0846| CI2127 RAVENDEN RM 1                         7.810 METERS 03846     |
 GE0846| GE0857 ANNIEVILLE                          APPROX.12.5 KM 1743501.3 |
 GE0846| CI2128 RAVENDEN RM 2                         7.255 METERS 22312     |
 GE0846|---------------------------------------------------------------------|
 GE0846
 GE0846                          SUPERSEDED SURVEY CONTROL
 GE0846
 GE0846  NAD 83(1986)-  36 16 03.79844(N)    091 14 58.21925(W) AD(       ) 3
 GE0846  NAD 27      -  36 16 03.55470(N)    091 14 57.74700(W) AD(       ) 3
 GE0846  NGVD 29 (07/19/86)  191.66   (m)          628.8    (f) LEVELING    3  
 GE0846
 GE0846.Superseded values are not recommended for survey control.
 GE0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0846.See file dsdata.txt to determine how the superseded data were derived.
 GE0846
 GE0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5724015064(NAD 83)
 GE0846_MARKER: DS = TRIANGULATION STATION DISK
 GE0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0846
 GE0846  HISTORY     - Date     Condition        Report By
 GE0846  HISTORY     - 1955     MONUMENTED       CGS
 GE0846
 GE0846                          STATION DESCRIPTION
 GE0846
 GE0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0846'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF IMBODEN,
 GE0846'2-1/4 MILES NORTH OF RAVENDEN, 0.05 MILE WEST OF STATE HIGHWAY
 GE0846'90, 75 FEET SOUTH OF THE JUNCTION OF TWO TRACK ROADS, 21.5
 GE0846'FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 10-INCH OAK TREE,
 GE0846'5 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST AND ON
 GE0846'LAND OWNED BY MR. L.W. PERRY.
 GE0846'
 GE0846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 GE0846'AND 63, AND STATE HIGHWAY 90 IN RAVENDEN, GO NORTHERLY ON
 GE0846'STATE HIGHWAY 90 FOR 2.15 MILES TO A SIDE ROAD ON THE RIGHT
 GE0846'AT A CURVE, CONTINUE NORTHERLY ON THE HIGHWAY FOR 0.25 MILE
 GE0846'TO A TRACK ROAD ON THE LEFT, (THE AZIMUTH MARK IS 0.05 MILE
 GE0846'NORTH OF THIS POINT AND ON THE EAST SIDE OF THE HIGHWAY)
 GE0846'TURN SHARP LEFT (SOUTH-SOUTHWEST) AND FOLLOW THE TRACK ROAD
 GE0846'FOR 0.1 MILE TO THE JUNCTION AND THE STATION AS DESCRIBED.
 GE0846'
 GE0846'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 GE0846'RAVENDEN 1955.
 GE0846'
 GE0846'REFERENCE MARK 1 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 GE0846'RAVENDEN NO 1 1955.
 GE0846'
 GE0846'REFERENCE MARK 2 IS 7 FEET WEST-NORTHWEST OF THE TRIANGULAR
 GE0846'BLAZED TREE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 GE0846'STAMPED RAVENDEN NO 2 1955.
 GE0846'
 GE0846'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTER OF THE HIGHWAY
 GE0846'AND 2 FEET SOUTH-SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS
 GE0846'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 GE0846'RAVENDEN 1955.
 GE0846'
 GE0846'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1832 ***********************************************************************
 EJ1832  DESIGNATION -  RAY
 EJ1832  PID         -  EJ1832
 EJ1832  STATE/COUNTY-  AR/SALINE
 EJ1832  USGS QUAD   -  TRASKWOOD (1984)
 EJ1832
 EJ1832                         *CURRENT SURVEY CONTROL
 EJ1832  ___________________________________________________________________
 EJ1832* NAD 83(1997)-  34 28 53.60620(N)    092 43 26.66239(W)     ADJUSTED  
 EJ1832* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 EJ1832  ___________________________________________________________________
 EJ1832  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 EJ1832  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ1832
 EJ1832  HORZ ORDER  -  SECOND
 EJ1832
 EJ1832.The horizontal coordinates were established by classical geodetic methods
 EJ1832.and adjusted by the National Geodetic Survey in September 1999..
 EJ1832
 EJ1832.The orthometric height was scaled from a topographic map.
 EJ1832
 EJ1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1832
 EJ1832.The geoid height was determined by GEOID03.
 EJ1832
 EJ1832;                    North         East     Units Scale Factor Converg.
 EJ1832;SPC AR S     -   601,531.733   333,490.477   MT  0.99994883   -0 24 18.9
 EJ1832;SPC AR S     - 1,973,525.36  1,094,126.67   sFT  0.99994883   -0 24 18.9
 EJ1832;UTM  15      - 3,815,586.731   525,336.617   MT  0.99960791   +0 09 22.4
 EJ1832
 EJ1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1832!SPC AR S     -   0.99998186  x   0.99994883  =   0.99993069
 EJ1832!UTM  15      -   0.99998186  x   0.99960791  =   0.99958978
 EJ1832
 EJ1832|---------------------------------------------------------------------|
 EJ1832| PID    Reference Object                     Distance      Geod. Az  |
 EJ1832|                                                           dddmmss.s |
 EJ1832| CY6331 RAY RM 2                             25.033 METERS 06648     |
 EJ1832| CY6329 RAY AZ MK                                          0671041.7 |
 EJ1832| EJ1853 MAGNET BAROID WATER TANK            APPROX. 7.7 KM 2624356.7 |
 EJ1832| CY6330 RAY RM 1                             28.563 METERS 32828     |
 EJ1832|---------------------------------------------------------------------|
 EJ1832
 EJ1832                          SUPERSEDED SURVEY CONTROL
 EJ1832
 EJ1832  NAD 83(1986)-  34 28 53.61722(N)    092 43 26.65342(W) AD(       ) 2
 EJ1832  NAD 27      -  34 28 53.28535(N)    092 43 26.05583(W) AD(       ) 2
 EJ1832
 EJ1832.Superseded values are not recommended for survey control.
 EJ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1832.See file dsdata.txt to determine how the superseded data were derived.
 EJ1832
 EJ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2533715587(NAD 83)
 EJ1832_MARKER: DS = TRIANGULATION STATION DISK
 EJ1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1832
 EJ1832  HISTORY     - Date     Condition        Report By
 EJ1832  HISTORY     - 1964     MONUMENTED       CGS
 EJ1832
 EJ1832                          STATION DESCRIPTION
 EJ1832
 EJ1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1832'NO MEASUREMENTS BETWEEN R.M.S TREES ON LINE.
 EJ1832'
 EJ1832'THE STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF BENTON.  10
 EJ1832'MILES NORTHWEST OF MALVERN, ABOUT 300 FEET WEST OF U.S. HIGHWAY
 EJ1832'67, ABOUT 350 FEET SOUTHEAST OF THE CENTER OF INTERSTATE
 EJ1832'HIGHWAY 30, IN THE SOUTHEAST 1/4 OF SECTION 9, T 3 S, R 16
 EJ1832'W,. AND ON THE PROPERTY OF MR. U.S. FLOYD.  IT IS 5 FEET
 EJ1832'NORTHEAST OF A WITNESS POST, 36 FEET NORTHWEST OF AN UNUSED
 EJ1832'GRAVEL ROAD, 49 FEET NORTHEAST OF A 30 INCH PINE TREE, 83
 EJ1832'FEET SOUTHWEST OF A 24 INCH PINE TREE WITH A TRIANGULAR
 EJ1832'BLAZE ON ITS EAST SIDE AND 185 FEET SOUTHWEST OF THE
 EJ1832'CENTERLINE OF A PAVED ROAD.  THE MONUMENT PROJECTS 5
 EJ1832'INCHES AND THE DISK IS STAMPED RAY 1963.
 EJ1832'
 EJ1832'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 67, 70 AND
 EJ1832'INTERSTATE HIGHWAY 30 AND STATE HIGHWAY 5 IN BENTON, GO
 EJ1832'SOUTHWEST ON U.S. HIGHWAY 67, 70 AND INTERSTATE HIGHWAY
 EJ1832'30 FOR 2.8 MILES TO WHERE HIGHWAY 67 TURNS RIGHT.  TURN RIGHT
 EJ1832'AND THEN LEFT PASSING UNDER INTERSTATE HIGHWAY 30 AND GO
 EJ1832'SOUTH-SOUTHWEST ON U.S. HIGHWAY 67 FOR 1.75 MILES TO THE
 EJ1832'JUNCTION WITH STATE HIGHWAY 229 ON THE LEFT.  CONTINUE
 EJ1832'SOUTHWEST ON HIGHWAY 67 FOR 5.1 MILES TO THE AZIMUTH MARK IN
 EJ1832'CONCRETE CULVERT ON THE LEFT.  CONTINUE SOUTHWEST ON
 EJ1832'HIGHWAY 67 FOR 0.3 MILE TO A SIDE ROAD RIGHT AND THE
 EJ1832'STATION ON A HILL IN THE SOUTHWEST ANGLE OF THE
 EJ1832'INTERSECTION.
 EJ1832'
 EJ1832'REFERENCE MARK 1 IS 83 FEET SOUTHEAST OF THE SOUTHEAST BANK
 EJ1832'OF INTERSTATE HIGHWAY 30 AND 95 FEET NORTHWEST OF THE WITNESS
 EJ1832'POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 EJ1832'RAY NO 1 1963.
 EJ1832'
 EJ1832'REFERENCE MARK 2 IS 14 FEET NORTH OF A 24 INCH PINE TREE,
 EJ1832'86 FEET NORTHEAST OF THE WITNESS POST AND 103 FEET SOUTHWEST
 EJ1832'OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT PROJECTS
 EJ1832'5 INCHES AND THE DISK IS STAMPED RAY NO 2 1963.
 EJ1832'
 EJ1832'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED
 EJ1832'IN A DRILL HOLE IN THE SOUTHWEST EDGE OF A CONCRETE CULVERT.
 EJ1832'IT IS 6 INCHES NORTHEAST OF THE SOUTHWEST EDGE OF THE CULVERT,
 EJ1832'1 FOOT SOUTHWEST OF A WITNESS POST, 28 FEET NORTH OF A POWER
 EJ1832'POLE AND 26 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 67.
 EJ1832'THE DISK IS STAMPED RAY 1963.
 EJ1832'
 EJ1832'NOTE.  THE STATION WAS BUILT IN 1963 BUT WAS NOT OCCUPIED
 EJ1832'UNTIL 1964.
 EJ1832'
 EJ1832'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0704 ***********************************************************************
 GF0704  DESIGNATION -  REA VALLEY
 GF0704  PID         -  GF0704
 GF0704  STATE/COUNTY-  AR/MARION
 GF0704  USGS QUAD   -  REA VALLEY (1966)
 GF0704
 GF0704                         *CURRENT SURVEY CONTROL
 GF0704  ___________________________________________________________________
 GF0704* NAD 83(1997)-  36 12 32.71235(N)    092 31 38.68274(W)     ADJUSTED  
 GF0704* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 GF0704  ___________________________________________________________________
 GF0704  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GF0704  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GF0704
 GF0704  HORZ ORDER  -  FIRST
 GF0704
 GF0704.The horizontal coordinates were established by classical geodetic methods
 GF0704.and adjusted by the National Geodetic Survey in September 1999..
 GF0704
 GF0704.The orthometric height was scaled from a topographic map.
 GF0704
 GF0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0704
 GF0704.The geoid height was determined by GEOID03.
 GF0704
 GF0704;                    North         East     Units Scale Factor Converg.
 GF0704;SPC AR N     -   208,232.550   352,572.894   MT  0.99999530   -0 18 24.8
 GF0704;SPC AR N     -   683,176.29  1,156,732.90   sFT  0.99999530   -0 18 24.8
 GF0704;UTM  15      - 4,007,243.132   542,480.674   MT  0.99962223   +0 16 45.0
 GF0704
 GF0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0704!SPC AR N     -   0.99994276  x   0.99999530  =   0.99993806
 GF0704!UTM  15      -   0.99994276  x   0.99962223  =   0.99956501
 GF0704
 GF0704:                Primary Azimuth Mark                     Grid Az
 GF0704:SPC AR N     -  REA VALLEY AZ MK                         078 23 45.9
 GF0704:UTM  15      -  REA VALLEY AZ MK                         077 48 36.1
 GF0704
 GF0704|---------------------------------------------------------------------|
 GF0704| PID    Reference Object                     Distance      Geod. Az  |
 GF0704|                                                           dddmmss.s |
 GF0704| CI2129 REA VALLEY AZ MK                                   0780521.1 |
 GF0704| CI2130 REA VALLEY RM 1                      23.738 METERS 20949     |
 GF0704| CI2131 REA VALLEY RM 2                      18.731 METERS 31404     |
 GF0704| GF0698 FLIPPIN MUNICIPAL AIRPORT BCN       APPROX.10.6 KM 3292143.0 |
 GF0704|---------------------------------------------------------------------|
 GF0704
 GF0704                          SUPERSEDED SURVEY CONTROL
 GF0704
 GF0704  NAD 83(1986)-  36 12 32.72487(N)    092 31 38.68429(W) AD(       ) 1
 GF0704  NAD 27      -  36 12 32.47500(N)    092 31 38.09900(W) AD(       ) 1
 GF0704
 GF0704.Superseded values are not recommended for survey control.
 GF0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0704.See file dsdata.txt to determine how the superseded data were derived.
 GF0704
 GF0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4248107243(NAD 83)
 GF0704_MARKER: DS = TRIANGULATION STATION DISK
 GF0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0704
 GF0704  HISTORY     - Date     Condition        Report By
 GF0704  HISTORY     - 1953     MONUMENTED       CGS
 GF0704
 GF0704                          STATION DESCRIPTION
 GF0704
 GF0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0704'THE STATION IS IN SECTION 13, T 18 N, R 15 W, ON THE SUMMIT
 GF0704'OF A HIGH TIMBERED RIDGE, ABOUT 4 MILES SOUTH AND 0.75 MILE
 GF0704'EAST OF COTTER, 0.75 MILE SOUTH AND 0.75 MILE EAST OF THE
 GF0704'REA VALLEY POST OFFICE, 33 FEET EAST-NORTHEAST OF THE CENTER
 GF0704'OF A TRACK ROAD, 28 FEET WEST-NORTHWEST OF A 16-INCH WALNUT
 GF0704'TREE, 12 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST
 GF0704'AND ON LAND OWNED BY MR. E.L. POINTER OF ODESSA, TEXAS.
 GF0704'
 GF0704'TO REACH THE STATION FROM THE POST OFFICE IN FLIPPIN, GO
 GF0704'EASTERLY ON U.S. HIGHWAY 62 FOR 2.4 MILES TO THE JUNCTION OF
 GF0704'STATE HIGHWAY 101 ON THE RIGHT, TURN RIGHT (SOUTH) AND FOLLOW
 GF0704'STATE HIGHWAY 101 (GRAVELED) FOR 3.8 MILES TO A T-INTERSECTION
 GF0704'JUST WEST OF THE REA VALLEY POST OFFICE, TURN RIGHT AND
 GF0704'FOLLOW A GRADED ROAD WESTERLY FOR 2.4 MILES TO A TRACK CROSSROAD
 GF0704'AT THE TOP OF A RIDGE, TURN LEFT AND FOLLOW THE TRACK ROAD
 GF0704'FOR 0.85 MILE TO A WIRE GATE, GO THROUGH GATE AND FOLLOW
 GF0704'THE TRACK ROAD FOR 1 MILE TO A T-INTERSECTION, TURN LEFT AND
 GF0704'CONTINUE ON MAIN TRACK ROAD FOR 0.7 MILE TO THE SUMMIT OF
 GF0704'THE HILL AND THE STATION.
 GF0704'
 GF0704'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON THE
 GF0704'TRACK ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT
 GF0704'AS DESCRIBED.
 GF0704'
 GF0704'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0704'REA VALLEY 1953.
 GF0704'
 GF0704'REFERENCE MARK 1 IS 15 FEET SOUTHWEST OF THE CENTER OF A
 GF0704'DIM TRACK ROAD AND 10 FEET NORTH OF A 24-INCH WALNUT TREE.
 GF0704'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED REA VALLEY
 GF0704'NO 1 1953.
 GF0704'
 GF0704'REFERENCE MARK 2 IS 33 FEET NORTH OF THE CENTER OF A TRACK
 GF0704'ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GF0704'REA VALLEY NO 2 1953.
 GF0704'
 GF0704'THE AZIMUTH MARK IS 160 FEET EAST OF THE CENTER OF A JUNCTION
 GF0704'OF A WOODS ROAD, 10 FEET NORTH-NORTHWEST OF A 10-INCH OAK
 GF0704'TREE AND 21 FEET NORTH OF THE CENTER OF A TRACK ROAD.  THE
 GF0704'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED REA VALLEY
 GF0704'1953.
 GF0704'
 GF0704'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH
 GF0704'SQUARE CONCRETE POSTS.
 GF0704'
 GF0704'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1800 ***********************************************************************
 FF1800  DESIGNATION -  REAVES
 FF1800  PID         -  FF1800
 FF1800  STATE/COUNTY-  AR/SHARP
 FF1800  USGS QUAD   -  STRAWBERRY (1980)
 FF1800
 FF1800                         *CURRENT SURVEY CONTROL
 FF1800  ___________________________________________________________________
 FF1800* NAD 83(1997)-  35 56 58.90220(N)    091 22 27.19247(W)     ADJUSTED  
 FF1800* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 FF1800  ___________________________________________________________________
 FF1800  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FF1800  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FF1800
 FF1800  HORZ ORDER  -  SECOND
 FF1800
 FF1800.The horizontal coordinates were established by classical geodetic methods
 FF1800.and adjusted by the National Geodetic Survey in September 1999..
 FF1800
 FF1800.The orthometric height was scaled from a topographic map.
 FF1800
 FF1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1800
 FF1800.The geoid height was determined by GEOID03.
 FF1800
 FF1800;                    North         East     Units Scale Factor Converg.
 FF1800;SPC AR N     -   179,503.451   456,455.581   MT  0.99995622   +0 21 50.9
 FF1800;SPC AR N     -   588,920.91  1,497,554.69   sFT  0.99995622   +0 21 50.9
 FF1800;UTM  15      - 3,979,590.396   646,626.845   MT  0.99986492   +0 57 16.6
 FF1800
 FF1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1800!SPC AR N     -   0.99998194  x   0.99995622  =   0.99993816
 FF1800!UTM  15      -   0.99998194  x   0.99986492  =   0.99984686
 FF1800
 FF1800|---------------------------------------------------------------------|
 FF1800| PID    Reference Object                     Distance      Geod. Az  |
 FF1800|                                                           dddmmss.s |
 FF1800| CI2133 REAVES RM 1                          19.981 METERS 00349     |
 FF1800| CI2132 REAVES AZ MK                                       0502000.3 |
 FF1800| CI2134 REAVES RM 2                          23.897 METERS 26244     |
 FF1800|---------------------------------------------------------------------|
 FF1800
 FF1800                          SUPERSEDED SURVEY CONTROL
 FF1800
 FF1800  NAD 83(1997)-  35 56 58.91223(N)    091 22 27.19190(W) AD(       ) 2
 FF1800  NAD 83(1986)-  35 56 58.91318(N)    091 22 27.19209(W) AD(       ) 2
 FF1800  NAD 27      -  35 56 58.65010(N)    091 22 26.71620(W) AD(       ) 2
 FF1800
 FF1800.Superseded values are not recommended for survey control.
 FF1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1800.See file dsdata.txt to determine how the superseded data were derived.
 FF1800
 FF1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4662779590(NAD 83)
 FF1800_MARKER: DS = TRIANGULATION STATION DISK
 FF1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1800
 FF1800  HISTORY     - Date     Condition        Report By
 FF1800  HISTORY     - 1954     MONUMENTED       CGS
 FF1800  HISTORY     - 1961     GOOD             USGS
 FF1800
 FF1800                          STATION DESCRIPTION
 FF1800
 FF1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1800'THE STATION IS ON THE PROPERTY OF MR. LAWRENCE REAVES, IN
 FF1800'SECTION 14, R 4 W, T 15 N, ABOUT 9-1/2 MILES EAST OF CAVE
 FF1800'CITY, 3-1/2 MILES WEST-SOUTHWEST OF STRAWBERRY, 54 FEET
 FF1800'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD AND 4 FEET NORTHWEST
 FF1800'OF A 4 X 4 INCH WHITE WITNESS POST.
 FF1800'
 FF1800'TO REACH THE STATION FROM THE POST OFFICE IN STRAWBERRY,
 FF1800'GO WEST ON A GRAVEL ROAD FOR 0.4 MILE TO A FORK, TAKE RIGHT
 FF1800'FORK AND CONTINUE FOR 2.95 MILES TO THE AZIMUTH MARK ON
 FF1800'THE RIGHT AS DESCRIBED, CONTINUE ON THE GRAVEL ROAD FOR
 FF1800'0.25 MILE TO THE STATION ON THE LEFT.
 FF1800'
 FF1800'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1800'REAVES 1954.
 FF1800'
 FF1800'REFERENCE MARK 1 IS 21 FEET SOUTHEAST OF THE CENTER OF THE
 FF1800'GRAVEL ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 FF1800'STAMPED REAVES NO 1 1954.
 FF1800'
 FF1800'REFERENCE MARK 2 IS 32 FEET SOUTHEAST OF THE CENTER OF THE
 FF1800'GRAVEL ROAD AND 19 FEET SOUTHWEST OF A POWERLINE POLE.  THE
 FF1800'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED REAVES NO
 FF1800'2 1954.
 FF1800'
 FF1800'THE AZIMUTH MARK IS 48 FEET NORTHWEST OF THE CENTER OF THE
 FF1800'GRAVEL ROAD, 5 FEET SOUTHEAST OF A WIRE FENCE AND 3 FEET
 FF1800'WEST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 FF1800'3 INCHES AND THE DISK IS STAMPED REAVES 1954.
 FF1800'
 FF1800'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF1800
 FF1800                          STATION RECOVERY (1961)
 FF1800
 FF1800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FF1800'STATION FOUND IN GOOD CONDITION.  MARK IS NOW 70 FEET SE OF GRAVEL
 FF1800'ROAD INSTEAD OF 54 FEET.
 FF1800'
 FF1800'R.M. 1 IS EITHER COVERED UP OR DESTROYED.  R.M. 2 HAS BEEN
 FF1800'DESTROYED BY A BULLDOZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0087 ***********************************************************************
 GE0087  DESIGNATION -  RECTOR
 GE0087  PID         -  GE0087
 GE0087  STATE/COUNTY-  AR/CLAY
 GE0087  USGS QUAD   -  RECTOR (1984)
 GE0087
 GE0087                         *CURRENT SURVEY CONTROL
 GE0087  ___________________________________________________________________
 GE0087* NAD 83(1997)-  36 15 31.21922(N)    090 17 20.73122(W)     ADJUSTED  
 GE0087* NAVD 88     -        84.398  (meters)     276.90   (feet)  ADJUSTED  
 GE0087  ___________________________________________________________________
 GE0087  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GE0087  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE0087  DYNAMIC HT  -          84.329 (meters)     276.67  (feet)  COMP
 GE0087  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GE0087
 GE0087  HORZ ORDER  -  SECOND
 GE0087  VERT ORDER  -  FIRST     CLASS II
 GE0087
 GE0087.The horizontal coordinates were established by classical geodetic methods
 GE0087.and adjusted by the National Geodetic Survey in September 1999..
 GE0087
 GE0087.The orthometric height was determined by differential leveling
 GE0087.and adjusted by the National Geodetic Survey in June 1991..
 GE0087
 GE0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0087
 GE0087.The geoid height was determined by GEOID03.
 GE0087
 GE0087.The dynamic height is computed by dividing the NAVD 88
 GE0087.geopotential number by the normal gravity value computed on the
 GE0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0087.degrees latitude (g = 980.6199 gals.).
 GE0087
 GE0087.The modeled gravity was interpolated from observed gravity values.
 GE0087
 GE0087;                    North         East     Units Scale Factor Converg.
 GE0087;SPC AR N     -   214,943.489   553,749.475   MT  1.00000511   +0 59 44.1
 GE0087;SPC AR N     -   705,193.76  1,816,759.74   sFT  1.00000511   +0 59 44.1
 GE0087;SPC MO E     -    47,213.002   268,952.697   MT  0.99993776   +0 07 29.1
 GE0087;UTM  15      - 4,016,048.773   743,554.833   MT  1.00033094   +1 36 14.8
 GE0087
 GE0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0087!SPC AR N     -   0.99999122  x   1.00000511  =   0.99999633
 GE0087!SPC MO E     -   0.99999122  x   0.99993776  =   0.99992898
 GE0087!UTM  15      -   0.99999122  x   1.00033094  =   1.00032215
 GE0087
 GE0087|---------------------------------------------------------------------|
 GE0087| PID    Reference Object                     Distance      Geod. Az  |
 GE0087|                                                           dddmmss.s |
 GE0087| GE0088 RECTOR RM 1                          38.251 METERS 04828     |
 GE0087| CI5346 RECTOR RM 3                           6.355 METERS 05820     |
 GE0087| AH9971 RECTOR AZ MK 2                                     2773121.0 |
 GE0087| GE0086 TRAV STA 200                        347.308 METERS 27834     |
 GE0087| GE0089 RECTOR RM 2                          34.748 METERS 31811     |
 GE0087| GE1012 RECTOR MUNICIPAL TANK               APPROX. 1.2 KM 3205937.8 |
 GE0087| CI5347 RECTOR RM 4                           8.705 METERS 32134     |
 GE0087|---------------------------------------------------------------------|
 GE0087
 GE0087                          SUPERSEDED SURVEY CONTROL
 GE0087
 GE0087  NAD 83(1986)-  36 15 31.22825(N)    090 17 20.73014(W) AD(       ) 2
 GE0087  NAD 27      -  36 15 31.00280(N)    090 17 20.36690(W) AD(       ) 2
 GE0087  NGVD 29 (??/??/92)   84.390  (m)          276.87   (f) ADJ UNCH    1 2
 GE0087
 GE0087.Superseded values are not recommended for survey control.
 GE0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0087.See file dsdata.txt to determine how the superseded data were derived.
 GE0087
 GE0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4355516049(NAD 83)
 GE0087_MARKER: DS = TRIANGULATION STATION DISK
 GE0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0087_STAMPING: RECTOR 1953
 GE0087_MARK LOGO: CGS   
 GE0087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GE0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0087+STABILITY: SURFACE MOTION
 GE0087
 GE0087  HISTORY     - Date     Condition        Report By
 GE0087  HISTORY     - 1953     MONUMENTED       CGS
 GE0087  HISTORY     - 1956     GOOD             NGS
 GE0087  HISTORY     - 1970     GOOD             NGS
 GE0087  HISTORY     - 19840101 GOOD             NGS
 GE0087  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0087
 GE0087                          STATION DESCRIPTION
 GE0087
 GE0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0087'THE STATION IS LOCATED IN THE SOUTH PART OF RECTOR IN THE BALL
 GE0087'PARK, 121 FEET SOUTH OF THE CENTER OF STATE HIGHWAYS 90 AND 1E,
 GE0087'86 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 30 FEET EAST OF
 GE0087'A GRAVELED ROAD LEADING TO THE GRAND-STAND.  IT IS SET FLUSH
 GE0087'AND IT IS STAMPED RECTOR 1953.
 GE0087'
 GE0087'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF THE CENTER OF STATE
 GE0087'HIGHWAYS 90 AND 1E AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 GE0087'IT PROJECTS 4 INCHES AND IS STAMPED RECTOR NO 1 1953.
 GE0087'
 GE0087'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTER OF THE
 GE0087'HIGHWAYS, 8 FEET EAST OF THE CENTER OF A DRIVEWAY AND 1 FOOT SOUTH
 GE0087'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 5 INCHES AND IS STAMPED
 GE0087'RECTOR NO 2 1953.
 GE0087'
 GE0087'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 170.00 FEET.
 GE0087'
 GE0087'THE AZIMUTH MARK IS 40 FEET WEST OF STATE HIGHWAY 90, 40 FEET
 GE0087'NORTH OF STATE HIGHWAY 1E AND 13 FEET NORTHEAST OF A BRACE POLE.
 GE0087'IT IS A STANDARD U.S. ENGINEER DEPARTMENT MARK FROM THE
 GE0087'MEMPHIS ENGINEER DISTRICT.  IT IS SET FLUSH AND IS STAMPED
 GE0087'TRAV. STA. 200.
 GE0087'
 GE0087'TO REACH THE STATION FROM THE RAILROAD DEPOT IN RECTOR GO
 GE0087'SOUTHWEST AND SOUTH FOR 0.3 MILE TO THE JUNCTION OF STATE
 GE0087'HIGHWAYS 90 AND 1E AND THE AZIMUTH MARK (TRAV. STA. 200 (USE/)
 GE0087'ON THE RIGHT AS DESCRIBED.  TURN LEFT AND GO EAST ON STATE
 GE0087'HIGHWAYS 90 AND 1E FOR 0.2 TO THE ENTRANCE TO THE BALL PARK
 GE0087'AND STATION AND REFERENCE MARKS AS DESCRIBED.
 GE0087'
 GE0087'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0087
 GE0087                          STATION RECOVERY (1956)
 GE0087
 GE0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GE0087'AT RECTOR.
 GE0087'AT RECTOR, ABOUT 0.25 MILE SOUTH ALONG MAIN STREET (STATE HIGHWAY
 GE0087'90) FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, THENCE
 GE0087'ABOUT 0.2 MILE EAST ALONG EAST 9TH STREET (STATE HIGHWAY 1),
 GE0087'118 FEET SOUTH OF CENTER LINE OF HIGHWAY 1, 148 FEET SOUTHEAST
 GE0087'OF CENTER OF JUNCTION OF HIGHWAY AND BALLARD STREET LEADING
 GE0087'NORTH, 31 1/2 FEET EAST-NORTHEAST OF CENTER LINE OF A DRIVE TO A
 GE0087'BASEBALL PARK, 21 FEET WEST-SOUTHWEST OF AN 8-INCH ELM TREE, 21
 GE0087'FEET EAST-SOUTHEAST OF A 7 -INCH ELM TREE, 125.5 FEET SOUTHWEST
 GE0087'OF RM NO. 1, 113.98 FEET SOUTHEAST OF RM NO. 2, ABOUT 2 FEET
 GE0087'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GE0087'ABOUT FLUSH WITH GROUND.
 GE0087
 GE0087                          STATION RECOVERY (1970)
 GE0087
 GE0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0087'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 GE0087'WERE SEARCHED FOR BUT NOT FOUND AND ARE ASSUMED TO HAVE BEEN
 GE0087'DESTROYED.  TRAV. STA 200 (USE) WHICH WAS USED AS THE AZIMUTH
 GE0087'MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY SERVICE
 GE0087'STATION DRIVE.  BY USING AN 8 FOOT STAND THE RECTOR WATER TANK
 GE0087'WOULD SEE AND REFERENCE MARKS 3 AND 4 ALONG WITH AN AZIMUTH MARK
 GE0087'WERE SET.  A NEW DESCRIPTION FOLLOWS-
 GE0087'
 GE0087'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF RECTOR AT THE
 GE0087'NORTHWEST CORNER OF THE RECTOR MEMORIAL AND INDUSTRIAL PARK, 117
 GE0087'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 1 AND 90, 30 FEET
 GE0087'NORTHEAST OF THE CENTERLINE OF DRIVEWAY TO BALL FIELD, 59 FEET
 GE0087'SOUTHEAST OF A 12 INCH ELM TREE, 170 FEET EAST OF THE NORTHEAST
 GE0087'CORNER OF THE TOWN PARK RESTAURANT, 175 FEET SOUTHWEST OF A 48
 GE0087'INCH OAK TREE, 48 FEET NORTHWEST OF A 10 INCH ELM TREE, AND 1
 GE0087'FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 GE0087'THE DISK IS STAMPED RECTOR 1953.
 GE0087'
 GE0087'REFERENCE MARK 3 IS 107 FEET SOUTH OF THE CENTERLINE OF THE
 GE0087'HIGHWAY, 154 FEET SOUTHWEST OF THE OAK TREE, 54 FEET NORTH OF
 GE0087'THE 10 INCH ELM TREE AND 58 FEET SOUTHEAST OF THE 12 INCH
 GE0087'ELM TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GE0087'RECTOR 1953 NO 3 1970.
 GE0087'
 GE0087'REFERENCE MARK 4 IS 93 FEET SOUTH OF THE CENTERLINE OF THE
 GE0087'HIGHWAY, 34 FEET SOUTH OF THE 12 INCH ELM TREE AND 30 FEET
 GE0087'NORTHEAST OF THE CENTERLINE OF THE DRIVE.  THE MONUMENT IS
 GE0087'FLUSH AND THE DISK IS STAMPED RECTOR 1953 NO 4 1970.
 GE0087'
 GE0087'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RECTOR 1953 1970
 GE0087'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 GE0087'BASE OF A LARGE TEXACO SIGN, 105 FEET WEST OF THE CENTERLINE
 GE0087'OF STATE HIGHWAY 90, 27 FEET NORTH OF THE CENTERLINE OF STATE
 GE0087'HIGHWAY 1, 1 FOOT SOUTHEAST OF METAL POLE SUPPORTING THE
 GE0087'SIGN AND 0.25 MILE WEST FROM THE STATION ALONG STATE HIGHWAY 90
 GE0087'AND 1 TO THEIR JUNCTION.
 GE0087'
 GE0087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT RECTOR
 GE0087'
 GE0087'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
 GE0087
 GE0087                          STATION RECOVERY (1984)
 GE0087
 GE0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GE0087'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 GE0087'THE STATION MARK AND REFERENCE MARKS NO 3 AND NO 4 WERE GOING TO BE
 GE0087'DESTROYED BY CONSTRUCTION OF A NEW PARKING LOT.  A COMPLETE NEW
 GE0087'STATION RECTOR 2 1984 WAS ESTABLISHED AT THIS DATE.
 GE0087
 GE0087                          STATION RECOVERY (2002)
 GE0087
 GE0087'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0087'THE STATION IS PRESUMED DESTROYED. AREA IS NOW PAVED PARKING LOT FOR
 GE0087'INDUSTRIAL PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1012 ***********************************************************************
 GE1012  DESIGNATION -  RECTOR MUNICIPAL TANK
 GE1012  PID         -  GE1012
 GE1012  STATE/COUNTY-  AR/CLAY
 GE1012  USGS QUAD   -  RECTOR (1984)
 GE1012
 GE1012                         *CURRENT SURVEY CONTROL
 GE1012  ___________________________________________________________________
 GE1012* NAD 83(1997)-  36 16 01.19863(N)    090 17 50.71759(W)     ADJUSTED  
 GE1012* NAVD 88     -                                                        
 GE1012  ___________________________________________________________________
 GE1012  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GE1012  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GE1012
 GE1012  HORZ ORDER  -  THIRD
 GE1012
 GE1012.The horizontal coordinates were established by classical geodetic methods
 GE1012.and adjusted by the National Geodetic Survey in September 1999..
 GE1012
 GE1012
 GE1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1012
 GE1012.The geoid height was determined by GEOID03.
 GE1012
 GE1012;                    North         East     Units Scale Factor Converg.
 GE1012;SPC AR N     -   215,854.446   552,985.044   MT  1.00000683   +0 59 26.6
 GE1012;SPC AR N     -   708,182.46  1,814,251.77   sFT  1.00000683   +0 59 26.6
 GE1012;SPC MO E     -    48,135.409   268,202.250   MT  0.99993741   +0 07 11.4
 GE1012;UTM  15      - 4,016,951.849   742,780.518   MT  1.00032630   +1 35 58.2
 GE1012
 GE1012                          SUPERSEDED SURVEY CONTROL
 GE1012
 GE1012  NAD 83(1986)-  36 16 01.20771(N)    090 17 50.71656(W) AD(       ) 4
 GE1012  NAD 27      -  36 16 00.98400(N)    090 17 50.35400(W) AD(       ) 3
 GE1012
 GE1012.Superseded values are not recommended for survey control.
 GE1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1012.See file dsdata.txt to determine how the superseded data were derived.
 GE1012
 GE1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4278116952(NAD 83)
 GE1012_MARKER: 53 = ELEVATED TANK
 GE1012
 GE1012  HISTORY     - Date     Condition        Report By
 GE1012  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1012
 GE1012                          STATION DESCRIPTION
 GE1012
 GE1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1012'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF THE TOWN
 GE1012'OF RECTOR AND ABOUT 300 FEET NORTH OF THE CENTER OF THE
 GE1012'INTERSECTION OF 2ND. AND GREENVILLE STREETS.
 GE1012'
 GE1012'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 GE1012'THE OVERALL HEIGHT IS 120 FEET.  THE POINT OBSERVED UPON
 GE1012'WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0088 ***********************************************************************
 GE0088  DESIGNATION -  RECTOR RM 1
 GE0088  PID         -  GE0088
 GE0088  STATE/COUNTY-  AR/CLAY
 GE0088  USGS QUAD   -  RECTOR (1984)
 GE0088
 GE0088                         *CURRENT SURVEY CONTROL
 GE0088  ___________________________________________________________________
 GE0088* NAD 83(1986)-  36 15 31.     (N)    090 17 20.     (W)     SCALED    
 GE0088* NAVD 88     -        84.098  (meters)     275.91   (feet)  ADJUSTED  
 GE0088  ___________________________________________________________________
 GE0088  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE0088  DYNAMIC HT  -          84.029 (meters)     275.69  (feet)  COMP
 GE0088  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GE0088
 GE0088  VERT ORDER  -  FIRST     CLASS II
 GE0088
 GE0088.The horizontal coordinates were scaled from a topographic map and have
 GE0088.an estimated accuracy of +/- 6 seconds.
 GE0088
 GE0088.The orthometric height was determined by differential leveling
 GE0088.and adjusted by the National Geodetic Survey in June 1991..
 GE0088
 GE0088.The geoid height was determined by GEOID03.
 GE0088
 GE0088.The dynamic height is computed by dividing the NAVD 88
 GE0088.geopotential number by the normal gravity value computed on the
 GE0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0088.degrees latitude (g = 980.6199 gals.).
 GE0088
 GE0088.The modeled gravity was interpolated from observed gravity values.
 GE0088
 GE0088;                    North         East    Units  Estimated Accuracy
 GE0088;SPC AR N     -   214,940.      553,770.      MT  (+/- 180 meters Scaled)
 GE0088
 GE0088                          SUPERSEDED SURVEY CONTROL
 GE0088
 GE0088  NGVD 29 (??/??/92)   84.090  (m)          275.89   (f) ADJ UNCH    1 2
 GE0088
 GE0088.Superseded values are not recommended for survey control.
 GE0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0088.See file dsdata.txt to determine how the superseded data were derived.
 GE0088
 GE0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA435160(NAD 83)
 GE0088_MARKER: DR = REFERENCE MARK DISK
 GE0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0088_STAMPING: RECTOR NO 1 1953
 GE0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0088+STABILITY: SURFACE MOTION
 GE0088
 GE0088  HISTORY     - Date     Condition        Report By
 GE0088  HISTORY     - 1953     MONUMENTED       CGS
 GE0088  HISTORY     - 1956     GOOD             NGS
 GE0088
 GE0088                          STATION DESCRIPTION
 GE0088
 GE0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0088'AT RECTOR.
 GE0088'AT RECTOR, ABOUT 0.25 MILE SOUTH ALONG MAIN STREET (STATE
 GE0088'HIGHWAY 90) FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION,
 GE0088'THENCE ABOUT 0.2 MILE EAST ALONG EAST 9TH STREET (STATE HIGHWAY
 GE0088'1), 173 FEET EAST OF JUNCTION OF HIGHWAY AND BALLARD STREET
 GE0088'LEADING NORTH, 33 FEET SOUTH OF CENTER LINE OF STATE HIGHWAY 1,
 GE0088'170.25 FEET EAST OF RM NO. 2, 125.5 FEET NORTHEAST OF STATION
 GE0088'MARK, 12 1/2 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 18, ABOUT
 GE0088'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GE0088'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0089 ***********************************************************************
 GE0089  DESIGNATION -  RECTOR RM 2
 GE0089  PID         -  GE0089
 GE0089  STATE/COUNTY-  AR/CLAY
 GE0089  USGS QUAD   -  RECTOR (1984)
 GE0089
 GE0089                         *CURRENT SURVEY CONTROL
 GE0089  ___________________________________________________________________
 GE0089* NAD 83(1986)-  36 15 31.     (N)    090 17 20.     (W)     SCALED    
 GE0089* NAVD 88     -        84.469  (meters)     277.13   (feet)  ADJUSTED  
 GE0089  ___________________________________________________________________
 GE0089  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE0089  DYNAMIC HT  -          84.399 (meters)     276.90  (feet)  COMP
 GE0089  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GE0089
 GE0089  VERT ORDER  -  FIRST     CLASS II
 GE0089
 GE0089.The horizontal coordinates were scaled from a topographic map and have
 GE0089.an estimated accuracy of +/- 6 seconds.
 GE0089
 GE0089.The orthometric height was determined by differential leveling
 GE0089.and adjusted by the National Geodetic Survey in June 1991..
 GE0089
 GE0089.The geoid height was determined by GEOID03.
 GE0089
 GE0089.The dynamic height is computed by dividing the NAVD 88
 GE0089.geopotential number by the normal gravity value computed on the
 GE0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0089.degrees latitude (g = 980.6199 gals.).
 GE0089
 GE0089.The modeled gravity was interpolated from observed gravity values.
 GE0089
 GE0089;                    North         East    Units  Estimated Accuracy
 GE0089;SPC AR N     -   214,940.      553,770.      MT  (+/- 180 meters Scaled)
 GE0089
 GE0089                          SUPERSEDED SURVEY CONTROL
 GE0089
 GE0089  NGVD 29 (??/??/92)   84.461  (m)          277.10   (f) ADJ UNCH    1 2
 GE0089
 GE0089.Superseded values are not recommended for survey control.
 GE0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0089.See file dsdata.txt to determine how the superseded data were derived.
 GE0089
 GE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA435160(NAD 83)
 GE0089_MARKER: DR = REFERENCE MARK DISK
 GE0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0089_STAMPING: RECTOR NO 2 1953
 GE0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0089+STABILITY: SURFACE MOTION
 GE0089
 GE0089  HISTORY     - Date     Condition        Report By
 GE0089  HISTORY     - 1953     MONUMENTED       CGS
 GE0089  HISTORY     - 1956     GOOD             NGS
 GE0089
 GE0089                          STATION DESCRIPTION
 GE0089
 GE0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0089'AT RECTOR.
 GE0089'AT RECTOR, ABOUT 0.25 MILE SOUTH ALONG MAIN STREET (STATE HIGHWAY
 GE0089'90) FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, THENCE
 GE0089'ABOUT 0.2 MILE EAST ALONG EAST 9TH STREET (STATE HIGHWAY 1),
 GE0089'34 FEET SOUTH OF CENTER LINE OF HIGHWAY, 37 FEET SOUTH-SOUTHEAST
 GE0089'OF CENTER OF JUNCTION OF HIGHWAY AND BALLARD STREET NORTH, 8 FEET
 GE0089'EAST OF CENTER LINE OF A DRIVE SOUTH TO A BASE-BALL PARK, 170.25
 GE0089'FEET WEST OF RM NO. 1, 113.98 FEET NORTHWEST OF STATION MARK,
 GE0089'10 1/2 FEET SOUTH OF EAST END OF A 24-INCH PIPE CULVERT UNDER DRIVE
 GE0089'WAY TO PARK, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE
 GE0089'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1259 ***********************************************************************
 DL1259  DESIGNATION -  RED
 DL1259  PID         -  DL1259
 DL1259  STATE/COUNTY-  AR/CLEVELAND
 DL1259  USGS QUAD   -  RISON (1982)
 DL1259
 DL1259                         *CURRENT SURVEY CONTROL
 DL1259  ___________________________________________________________________
 DL1259* NAD 83(1997)-  33 54 50.74659(N)    092 13 05.12157(W)     ADJUSTED  
 DL1259* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 DL1259  ___________________________________________________________________
 DL1259  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DL1259  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DL1259
 DL1259  HORZ ORDER  -  SECOND
 DL1259
 DL1259.The horizontal coordinates were established by classical geodetic methods
 DL1259.and adjusted by the National Geodetic Survey in September 1999..
 DL1259
 DL1259.The orthometric height was scaled from a topographic map.
 DL1259
 DL1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1259
 DL1259.The geoid height was determined by GEOID03.
 DL1259
 DL1259;                    North         East     Units Scale Factor Converg.
 DL1259;SPC AR S     -   538,376.460   379,833.221   MT  0.99992066   -0 07 19.4
 DL1259;SPC AR S     - 1,766,323.44  1,246,169.49   sFT  0.99992066   -0 07 19.4
 DL1259;UTM  15      - 3,752,906.405   572,281.215   MT  0.99966440   +0 26 10.6
 DL1259
 DL1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1259!SPC AR S     -   0.99999372  x   0.99992066  =   0.99991438
 DL1259!UTM  15      -   0.99999372  x   0.99966440  =   0.99965813
 DL1259
 DL1259:                Primary Azimuth Mark                     Grid Az
 DL1259:SPC AR S     -  RED AZ MK                                017 35 38.0
 DL1259:UTM  15      -  RED AZ MK                                017 02 08.0
 DL1259
 DL1259|---------------------------------------------------------------------|
 DL1259| PID    Reference Object                     Distance      Geod. Az  |
 DL1259|                                                           dddmmss.s |
 DL1259| CY6333 RED AZ MK                                          0172818.6 |
 DL1259| DL1260 RISON CO COURTHOUSE CLOCKTOWER      APPROX. 5.6 KM 0281708.6 |
 DL1259| DL1261 RISON MUNICIPAL TANK                APPROX. 5.6 KM 0284926.3 |
 DL1259| CY6334 RED RM 1                             28.941 METERS 19316     |
 DL1259| CY6335 RED RM 2                             26.981 METERS 27042     |
 DL1259|---------------------------------------------------------------------|
 DL1259
 DL1259                          SUPERSEDED SURVEY CONTROL
 DL1259
 DL1259  NAD 83(1986)-  33 54 50.75673(N)    092 13 05.11426(W) AD(       ) 2
 DL1259  NAD 27      -  33 54 50.38677(N)    092 13 04.59478(W) AD(       ) 2
 DL1259
 DL1259.Superseded values are not recommended for survey control.
 DL1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1259.See file dsdata.txt to determine how the superseded data were derived.
 DL1259
 DL1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7228152906(NAD 83)
 DL1259_MARKER: DS = TRIANGULATION STATION DISK
 DL1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1259_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1259
 DL1259  HISTORY     - Date     Condition        Report By
 DL1259  HISTORY     - 1964     MONUMENTED       CGS
 DL1259  HISTORY     - 1969     GOOD             USGS
 DL1259
 DL1259                          STATION DESCRIPTION
 DL1259
 DL1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1259'ABOUT 3 MILES SOUTHWEST OF RISON, 12 MILES NORTHEAST OF FORDYCE,
 DL1259'IN THE SOUTHWEST 1/4 OF SECTION 23, T-9-S, R-11-W, AND ON ROAD
 DL1259'RIGHT-OF-WAY.  IT IS 81 FEET NORTHWEST OF THE INTERSECTION OF U.S.
 DL1259'HIGHWAY 79 AND A GRADED SIDE ROAD WEST, 58 FEET NORTH OF THE
 DL1259'CENTERLINE OF THE GRADED ROAD, 60 FEET WEST OF THE CENTERLINE OF
 DL1259'THE HIGHWAY, AND 5 FEET SOUTH OF A WITNESS POST.  THE MONUMENT
 DL1259'PROJECTS 2 INCHES AND THE DISK IS STAMPED RED 1964.
 DL1259'
 DL1259'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY 35
 DL1259'AT THE WEST EDGE OF RISON, GO SOUTH ON HIGHWAY 79 FOR 2.75 MILES TO
 DL1259'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR
 DL1259'0.35 MILE TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT.
 DL1259'
 DL1259'REFERENCE MARK 1 IS 72 FEET SOUTHWEST OF THE INTERSECTION, 59
 DL1259'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 39 FEET SOUTH
 DL1259'OF THE CENTERLINE OF THE GRADED ROAD.  THE MONUMENT PROJECTS 3
 DL1259'INCHES AND THE DISK IS STAMPED RED NO 1 1964.
 DL1259'
 DL1259'REFERENCE MARK 2 IS 86 FEET SOUTHWEST OF THE WITNESS POST, 52 FEET
 DL1259'NORTH OF A 12 INCH PINE TREE, AND 24 FEET NORTH OF THE CENTERLINE
 DL1259'OF THE GRADED ROAD.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 DL1259'STAMPED RED NO 2 1964.
 DL1259'
 DL1259'THE AZIMUTH MARK IS 190 FEET NORTHEAST OF THE INTERSECTION OF
 DL1259'HIGHWAY 79 AND A GRAVELED CROSSROAD, 62 FEET EAST OF THE CENTERLINE
 DL1259'OF THE HIGHWAY, 36 FEET WEST OF THE CENTERLINE OF A TRACK
 DL1259'ROAD, AND 1 FOOT SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS
 DL1259'3 INCHES AND THE DISK IS STAMPED RED 1964.
 DL1259'
 DL1259'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1259
 DL1259                          STATION RECOVERY (1969)
 DL1259
 DL1259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1259'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED AND OLD
 DL1259'DESCRIPTION IS ADEQUATE.
 DL1259'
 DL1259'DISTANCES AND DIRECTIONS TO SURFACE MARKS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1528 ***********************************************************************
 DL1528  DESIGNATION -  RED
 DL1528  PID         -  DL1528
 DL1528  STATE/COUNTY-  AR/MILLER
 DL1528  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1528
 DL1528                         *CURRENT SURVEY CONTROL
 DL1528  ___________________________________________________________________
 DL1528* NAD 83(1997)-  33 01 14.89997(N)    093 49 56.87628(W)     ADJUSTED  
 DL1528* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 DL1528  ___________________________________________________________________
 DL1528  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DL1528  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL1528
 DL1528  HORZ ORDER  -  FIRST
 DL1528
 DL1528.The horizontal coordinates were established by classical geodetic methods
 DL1528.and adjusted by the National Geodetic Survey in September 1999..
 DL1528
 DL1528.The orthometric height was scaled from a topographic map.
 DL1528
 DL1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1528
 DL1528.The geoid height was determined by GEOID03.
 DL1528
 DL1528;                    North         East     Units Scale Factor Converg.
 DL1528;SPC AR S     -   440,812.286   228,786.941   MT  1.00007361   -1 01 32.2
 DL1528;SPC AR S     - 1,446,231.64    750,611.82   sFT  1.00007361   -1 01 32.2
 DL1528;SPC LA N     -   280,278.774   875,496.731   MT  1.00009995   -0 42 16.1
 DL1528;SPC LA N     -   919,547.94  2,872,358.86   sFT  1.00009995   -0 42 16.1
 DL1528;UTM  15      - 3,653,901.257   422,251.666   MT  0.99967453   -0 27 13.2
 DL1528
 DL1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1528!SPC AR S     -   0.99998783  x   1.00007361  =   1.00006144
 DL1528!SPC LA N     -   0.99998783  x   1.00009995  =   1.00008778
 DL1528!UTM  15      -   0.99998783  x   0.99967453  =   0.99966236
 DL1528
 DL1528|---------------------------------------------------------------------|
 DL1528| PID    Reference Object                     Distance      Geod. Az  |
 DL1528|                                                           dddmmss.s |
 DL1528| CX6134 RED RM 1                              6.993 METERS 04154     |
 DL1528| CQ3319 MIRA FIRE TOWER KKA 420 LFC         APPROX.12.2 KM 2143035.9 |
 DL1528| CX6135 RED RM 2                              4.970 METERS 30907     |
 DL1528| CX6133 RED AZ MK                                          3353212.1 |
 DL1528|---------------------------------------------------------------------|
 DL1528
 DL1528                          SUPERSEDED SURVEY CONTROL
 DL1528
 DL1528  NAD 83(1997)-  33 01 14.90739(N)    093 49 56.86897(W) AD(       ) 1
 DL1528  NAD 83(1997)-  33 01 14.90856(N)    093 49 56.86663(W) AD(       ) 1
 DL1528  NAD 83(1986)-  33 01 14.90968(N)    093 49 56.86585(W) AD(       ) 1
 DL1528  NAD 27      -  33 01 14.42600(N)    093 49 56.22600(W) AD(       ) 1
 DL1528
 DL1528.Superseded values are not recommended for survey control.
 DL1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1528.See file dsdata.txt to determine how the superseded data were derived.
 DL1528
 DL1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2225253901(NAD 83)
 DL1528_MARKER: DS = TRIANGULATION STATION DISK
 DL1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1528
 DL1528  HISTORY     - Date     Condition        Report By
 DL1528  HISTORY     - 1950     MONUMENTED       CGS
 DL1528  HISTORY     - 1962     GOOD             USGS
 DL1528
 DL1528                          STATION DESCRIPTION
 DL1528
 DL1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1528'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF DODDRIDGE
 DL1528'AND 1/2 MILE WEST OF THE RED RIVER NEAR THE SOUTHEAST END
 DL1528'OF A PROMINENT NORTHWEST-SOUTHEAST WOODED RIDGE OVERLOOKING
 DL1528'THE RED RIVER TO THE SOUTH.  IT IS 32 FEET SOUTH OF A DIM
 DL1528'TRACK ROAD, 20 FEET SOUTHEAST OF A 10 INCH PINE TREE, 100
 DL1528'FEET EAST OF FENCE LINE AND 13 FEET NORTHWEST OF WITNESS
 DL1528'POST.  IT IS STAMPED RED 1950 AND PROJECTS 3 INCHES.
 DL1528'
 DL1528'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 10
 DL1528'FEET SOUTH OF THE DIM TRACK ROAD.  IT IS STAMPED RED NO 1
 DL1528'1950 AND PROJECTS 4 INCHES.
 DL1528'
 DL1528'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION AND ON
 DL1528'ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED
 DL1528'RED NO 2 1950 AND PROJECTS 4 INCHES.
 DL1528'
 DL1528'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 DL1528'NO 2 IS 28.77 FEET.
 DL1528'
 DL1528'THE AZIMUTH MARK IS ABOUT 0.45 MILE NORTHWEST OF THE STATION,
 DL1528'7 FEET EAST OF THE CENTER OF TRACK ROAD LEADING TO FARM
 DL1528'HOUSE, 1 FOOT WEST OF FENCE LINE AND 2 FEET NORTH OF WITNESS
 DL1528'POST.  IT IS STAMPED RED 1950 AND PROJECTS 4 INCHES.
 DL1528'
 DL1528'TO REACH THE STATION FROM THE RAILROAD STATION IN DODDRIDGE,
 DL1528'GO EAST FOR 0.4 MILE TO JUNCTION WITH U.S. HIGHWAY NO 71,
 DL1528'CONTINUE STRAIGHT AHEAD EAST ON GRADED ROAD FOR 2.05 MILES
 DL1528'TO SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH KEEPING STRAIGHT
 DL1528'AHEAD AT ALL SIDE ROADS FOR 3.3 MILES TO T-INTERSECTION,
 DL1528'TURN LEFT AND FOLLOW ROUGH ROAD EAST FOR 1.8 MILES TO FORKS,
 DL1528'BEAR LEFT AND CONTINUE EAST ON TRACK ROAD FOR 0.5 MILE TO
 DL1528'RICH NELSONS STORE ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 DL1528'ON TRACK ROAD FOR 0.15 MILE TO WHERE ROAD MAKES A LEFT TURN
 DL1528'AROUND FENCE CORNER AND TRACK ROAD CONTINUES STRAIGHT AHEAD,
 DL1528'CONTINUE STRAIGHT AHEAD MAKING A SHORT JOG AND GOING SOUTH
 DL1528'TO FENCE LINE ABOUT 300 FEET WEST OF SMALL FARM HOUSE ON
 DL1528'LEFT, PASS THROUGH GATE IN FENCE LINE AND CONTINUE ON FARM
 DL1528'ROAD AROUND EDGE OF FIELD AND SOUTH THROUGH WOODED AND MUDDY
 DL1528'AREA FOR 0.35 MILE TO ANOTHER GATE, PASS THROUGH GATE
 DL1528'AND CONTINUE SOUTH ALONG WEST SIDE OF FENCE LINE FOR 0.1
 DL1528'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 DL1528'CONTINUE SOUTH FOR 0.05 MILE TO FORKS IMMEDIATELY IN
 DL1528'FRONT OF NEGRO FARM HOUSE, BEAR LEFT AND FOLLOW TRACK ROAD
 DL1528'SOUTHEASTERLY PASSING TO THE RIGHT OF ANOTHER NEGRO
 DL1528'FARM HOUSE AND DOWN LANE FOR 0.35 MILE TO A POINT WHERE
 DL1528'TRACK ROAD STARTS DOWN GRADE AND STATION JUST EAST OF THIS
 DL1528'POINT ON THE HIGHEST POINT OF RIDGE AS DESCRIBED.
 DL1528'
 DL1528'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1528
 DL1528                          STATION RECOVERY (1962)
 DL1528
 DL1528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DL1528'THE STATION WAS FOUND 100 FEET WEST OF FENCE LINE, INSTEAD
 DL1528'OF 100 FEET EAST, AS NOTED IN 1950 DESCRIPTION.  OTHER WISE
 DL1528'THE DESCRIPTION IS ADEQUATE AND CORRECT.  THE STATION MARK
 DL1528'WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1779 ***********************************************************************
 FG1779  DESIGNATION -  RED
 FG1779  PID         -  FG1779
 FG1779  STATE/COUNTY-  AR/VAN BUREN
 FG1779  USGS QUAD   -  BOTKINBURG (1965)
 FG1779
 FG1779                         *CURRENT SURVEY CONTROL
 FG1779  ___________________________________________________________________
 FG1779* NAD 83(1997)-  35 43 33.98175(N)    092 30 58.53361(W)     ADJUSTED  
 FG1779* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 FG1779  ___________________________________________________________________
 FG1779  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 FG1779  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FG1779
 FG1779  HORZ ORDER  -  SECOND
 FG1779
 FG1779.The horizontal coordinates were established by classical geodetic methods
 FG1779.and adjusted by the National Geodetic Survey in September 1999..
 FG1779
 FG1779.The orthometric height was scaled from a topographic map.
 FG1779
 FG1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1779
 FG1779.The geoid height was determined by GEOID03.
 FG1779
 FG1779;                    North         East     Units Scale Factor Converg.
 FG1779;SPC AR N     -   154,639.280   353,294.795   MT  0.99993899   -0 18 01.5
 FG1779;SPC AR N     -   507,345.70  1,159,101.34   sFT  0.99993899   -0 18 01.5
 FG1779;UTM  15      - 3,953,678.144   543,748.821   MT  0.99962358   +0 16 56.9
 FG1779
 FG1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1779!SPC AR N     -   0.99991646  x   0.99993899  =   0.99985545
 FG1779!UTM  15      -   0.99991646  x   0.99962358  =   0.99954007
 FG1779
 FG1779|---------------------------------------------------------------------|
 FG1779| PID    Reference Object                     Distance      Geod. Az  |
 FG1779|                                                           dddmmss.s |
 FG1779| FG1777 RED HILL LOOKOUT TOWER               26.412 METERS 04828     |
 FG1779| FG1778 RED HILL                              6.678 METERS 05255     |
 FG1779| CI2139 RED AZ MK                                          1694339.2 |
 FG1779| CI2140 RED RM 1                             26.908 METERS 35554     |
 FG1779|---------------------------------------------------------------------|
 FG1779
 FG1779                          SUPERSEDED SURVEY CONTROL
 FG1779
 FG1779  NAD 83(1986)-  35 43 33.99425(N)    092 30 58.53252(W) AD(       ) 2
 FG1779  NAD 27      -  35 43 33.71200(N)    092 30 57.95400(W) AD(       ) 2
 FG1779
 FG1779.Superseded values are not recommended for survey control.
 FG1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1779.See file dsdata.txt to determine how the superseded data were derived.
 FG1779
 FG1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4374953678(NAD 83)
 FG1779_MARKER: DS = TRIANGULATION STATION DISK
 FG1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1779
 FG1779  HISTORY     - Date     Condition        Report By
 FG1779  HISTORY     - 1954     MONUMENTED       CGS
 FG1779  HISTORY     - 1961     GOOD             SWBELL
 FG1779
 FG1779                          STATION DESCRIPTION
 FG1779
 FG1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1779'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH HILL LOCALLY
 FG1779'KNOWN AS RED HILL, ABOUT 8.75 MILES NORTH AND 3.75 MILES
 FG1779'WEST OF CLINTON, 2.5 MILES SOUTH AND 0.5 MILE EAST OF DENNARD,
 FG1779'86 FEET SOUTHWEST OF THE CENTER OF THE RED HILL LOOKOUT TOWER,
 FG1779'24 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST AND
 FG1779'22.5 FEET SOUTHWEST OF A FENCE CORNER.
 FG1779'
 FG1779'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 FG1779'U.S. HIGHWAY 65 IN CLINTON, GO NORTH ON U.S. HIGHWAY 65 FOR 12.3
 FG1779'MILES TO A SIDE ROAD ON THE LEFT AND SIGN RED HILL TOWER,
 FG1779'TURN RIGHT (EAST AND SOUTH) AND FOLLOW THE MAIN GRAVEL ROAD FOR
 FG1779'1.6 MILES TO THE LOOKOUT TOWER AND THE STATION.
 FG1779'
 FG1779'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND
 FG1779'EAST FOR 0.25 MILE TO THE MAIN ROAD, TURN RIGHT SOUTH AND
 FG1779'GO FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FG1779'
 FG1779'THE STATION MARK IS 12-INCH UNDER THE SURFACE OF THE GROUND AND
 FG1779'THE DISK IS STAMPED RED 1954.
 FG1779'
 FG1779'REFERENCE MARK 1 IS 24 FEET WEST OF A WIRE FENCE AND 16 FEET SOUTH
 FG1779'OF A POWERLINE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 FG1779'IS STAMPED RED NO 1 1954.
 FG1779'
 FG1779'RED HILL USGS MARK WAS USED AS REFERENCE MARK 2.  IT IS 6 INCHES
 FG1779'SOUTHWEST OF A FENCE CORNER.  THE MARK IS A STANDARD U.S.
 FG1779'GEOLOGICAL BENCH MARK CAP (DISK) BOLTED TO THE TOP OF A 3 INCH
 FG1779'CAST IRON PIPE WHICH PROJECTS 2 FEET ABOVE THE SURFACE OF
 FG1779'THE GROUND.  THE DISK IS NOT STAMPED.
 FG1779'
 FG1779'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF THE ROAD,
 FG1779'2 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1
 FG1779'FOOT SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 3 INCHES
 FG1779'AND THE DISK IS STAMPED RED 1954.
 FG1779'
 FG1779'A TRAVERSE MEASUREMENT WAS MADE TO THE BOTTOM CENTER OF
 FG1779'THE LOOKOUT TOWER.
 FG1779'
 FG1779'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 FG1779'ARE STANDARD DISK SET IN THE TOP OF 12-INCH CONCRETE POSTS.
 FG1779'
 FG1779'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FG1779
 FG1779                          STATION RECOVERY (1961)
 FG1779
 FG1779'RECOVERY NOTE BY SOUTH WESTERN BELL TELEPHONE COMPANY 1961
 FG1779'STATION AND ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0815 ***********************************************************************
 GF0815  DESIGNATION -  RED
 GF0815  PID         -  GF0815
 GF0815  STATE/COUNTY-  AR/BOONE
 GF0815  USGS QUAD   -  OSAGE NE (1968)
 GF0815
 GF0815                         *CURRENT SURVEY CONTROL
 GF0815  ___________________________________________________________________
 GF0815* NAD 83(1997)-  36 12 06.46958(N)    093 16 36.91399(W)     ADJUSTED  
 GF0815* NAVD 88     -       679.2    (meters)    2228.     (feet)  VERTCON   
 GF0815  ___________________________________________________________________
 GF0815  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 GF0815  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GF0815
 GF0815  HORZ ORDER  -  FIRST
 GF0815
 GF0815.The horizontal coordinates were established by classical geodetic methods
 GF0815.and adjusted by the National Geodetic Survey in September 1999..
 GF0815
 GF0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0815
 GF0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0815
 GF0815.The geoid height was determined by GEOID03.
 GF0815
 GF0815;                    North         East     Units Scale Factor Converg.
 GF0815;SPC AR N     -   208,041.274   285,166.084   MT  0.99999392   -0 44 34.9
 GF0815;SPC AR N     -   682,548.75    935,582.39   sFT  0.99999392   -0 44 34.9
 GF0815;SPC MO C     -    41,161.554   430,132.882   MT  0.99999346   -0 27 32.0
 GF0815;UTM  15      - 4,006,366.612   475,105.520   MT  0.99960764   -0 09 48.8
 GF0815
 GF0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0815!SPC AR N     -   0.99989781  x   0.99999392  =   0.99989173
 GF0815!SPC MO C     -   0.99989781  x   0.99999346  =   0.99989127
 GF0815!UTM  15      -   0.99989781  x   0.99960764  =   0.99950549
 GF0815
 GF0815|---------------------------------------------------------------------|
 GF0815| PID    Reference Object                     Distance      Geod. Az  |
 GF0815|                                                           dddmmss.s |
 GF0815| CI2136 RED RM 1                             28.758 METERS 08256     |
 GF0815| CI2135 RED AZ MK                                          1272649.9 |
 GF0815| GF0813 HARRISON ST HWY DEPT MAST           APPROX. 6.8 KM 1295023.0 |
 GF0815| CI2138 RED RM 3                             17.912 METERS 13323     |
 GF0815| GF0814 HARRISON CORP OF ENGRS MAST         APPROX. 6.2 KM 1550830.2 |
 GF0815| CI2137 RED RM 2                             57.376 METERS 34614     |
 GF0815|---------------------------------------------------------------------|
 GF0815
 GF0815                          SUPERSEDED SURVEY CONTROL
 GF0815
 GF0815  NAD 83(1997)-  36 12 06.48019(N)    093 16 36.91327(W) AD(       ) 1
 GF0815  NAD 83(1986)-  36 12 06.47965(N)    093 16 36.91479(W) AD(       ) 1
 GF0815  NAD 27      -  36 12 06.22100(N)    093 16 36.26500(W) AD(       ) 1
 GF0815  NGVD 29 (07/19/86)  679.1    (m)         2228.     (f) VERT ANG       
 GF0815
 GF0815.Superseded values are not recommended for survey control.
 GF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0815.See file dsdata.txt to determine how the superseded data were derived.
 GF0815
 GF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7510606367(NAD 83)
 GF0815_MARKER: DS = TRIANGULATION STATION DISK
 GF0815_SETTING: 80 = SET IN A BOULDER
 GF0815_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GF0815
 GF0815  HISTORY     - Date     Condition        Report By
 GF0815  HISTORY     - 1928     MONUMENTED       CGS
 GF0815  HISTORY     - 1935     GOOD             ARGS
 GF0815  HISTORY     - 1940     GOOD             CGS
 GF0815  HISTORY     - 1971     GOOD             NGS
 GF0815
 GF0815                          STATION DESCRIPTION
 GF0815
 GF0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GF0815'STATION IS ABOUT 10 MILES W AND 2 MILES S OF HARRISON (20 MILES
 GF0815'BY ROAD), ABOUT 5 MILES NW OF TRAVELLERS HOME FORMERLY KNOWN
 GF0815'AS PRESBYTERIAN MISSION, 1/6 MILE SW OF OLD ROAD, LEADING ALONG
 GF0815'RIDGE TO NW FROM HOME, 2 MILES N OF KINGSLEYS PLACE, 11/2 MILES
 GF0815'N OF F. CONNERS PLACE, AND 1 MILE W OF STONE SCHOOLHOUSE, ON
 GF0815'HIGHEST POINT OF HIGHEST RIDGE IN VICINITY, ABOUT 300 METERS
 GF0815'(984 FEET) SW OF OLD TUMBLED-DOWN LOG CABIN ON SW SIDE OF ROAD
 GF0815'BY A LARGE TRIANGLE-BLAZED WHITE OAK, 9.65 METERS (31.7 FEET) S
 GF0815'OF 10-INCH WHITE OAK, 5.5 METERS (18 FEET) SW BY W OF
 GF0815'16-INCH CHESTNUT OAK, 4.75 METERS (15.6 FEET) N OF 12-INCH
 GF0815'BLACK OAK, AND 7.2 METERS (24 FEET) ESE OF 10-INCH WHITE
 GF0815'OAK, ALL FOUR TREES HAVING TRIANGULAR BLAZES ON SIDES TOWARD
 GF0815'STATION.
 GF0815'
 GF0815'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GF0815'BOULDERS.
 GF0815'
 GF0815'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS.
 GF0815'REFERENCE MARK NO. 1 IS 7 METERS (23 FEET) W OF FALLEN
 GF0815'TREE, 5.25 METERS (17.2 FEET) NE OF BLAZED 14-INCH WHITE OAK,
 GF0815'1.6 METERS (5 FEET) S OF BLAZED 3-INCH WHITE OAK, AND 28.75
 GF0815'METERS (94.3 FEET) FROM STATION .
 GF0815'REFERENCE MARK NO. 2 IS ON BROW OF HILL, 3.7 METERS (12 FEET)
 GF0815'S OF BLAZED 10-INCH WHITE OAK, 3.2 METERS (10 FEET) E OF
 GF0815'18-INCH SPANISH OAK, AND 57.40 METERS (188.3 FEET) FROM STATION
 GF0815
 GF0815                          STATION RECOVERY (1935)
 GF0815
 GF0815'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 GF0815'THE ORIGINAL DESCRIPTION OF THIS STATION IS VERY GOOD AND EASILY
 GF0815'RECOVERED.  STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 GF0815'IN GOOD CONDITION.
 GF0815
 GF0815                          STATION RECOVERY (1940)
 GF0815
 GF0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0815'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 GF0815'CONDITION AND MEASUREMENTS CHECKED AS DESCRIBED.  DESCRIPTION
 GF0815'GOOD AND ADEQUATE.
 GF0815'
 GF0815'A NEW AZIMUTH MARK WAS SET BY THIS PARTY.  DESCRIPTION FOLLOW-
 GF0815'
 GF0815'THE AZIMUTH MARK IS STAMPED RED 1940 AND PROJECTS 4 INCHES.
 GF0815'IT IS A STANDARD DISK SET IN CONCRETE.
 GF0815'IT IS 30 FEET S OF THE SE CORNER OF A STONE SCHOOLHOUSE AND
 GF0815'28 FEET N OF THE CENTER OF A DIRT ROAD.
 GF0815'
 GF0815'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW ROAD BACK
 GF0815'0.7 MILE TO STONE SCHOOLHOUSE MENTIONED IN DESCRIPTION AND
 GF0815'AZIMUTH MARK IN SCHOOL YARD NEAR ROAD.
 GF0815
 GF0815                          STATION RECOVERY (1971)
 GF0815
 GF0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0815'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 GF0815'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS ALSO RECOVERED
 GF0815'BUT IS NO LONGER SOLID, THEREFORE REFERENCE MARK 3 WAS ESTABLISHED.
 GF0815'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND AND THERE
 GF0815'WAS NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.  THE DIRECTIONS
 GF0815'TO REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK CHECKED WITH OLD
 GF0815'DATA, HOWEVER, A DISTANCE OF 0.008 METER LONGER TO REFERENCE
 GF0815'MARK 1 WAS NOTED AND A DIFFERENCE OF 0.024 METER SHORTER WAS NOTED
 GF0815'IN THE DISTANCE TO REFERENCE MARK 2.  THE 1940 RECOVERY NOTE
 GF0815'LISTED THE DISTANCE TO REFERENCE MARK 2 AS BEING 54.700 METERS
 GF0815'WHICH WAS AN APPARENT TRANSPOSITION OF NUMBERS.  DUE TO THE
 GF0815'ABOVE AND CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS.
 GF0815'
 GF0815'THE STATION IS LOCATED ABOUT 10 MILES WEST AND 2 MILES SOUTH OF
 GF0815'HARRISON, 7 MILES EAST AND 1.5 MILES NORTH OF OSAGE, 6 MILES SOUTH
 GF0815'AND 1.5 MILES EAST OF ALPENA, IN THE WEST HALF OF SECTION 24, R.
 GF0815'22 W., T. 18 N., AND ON PROPERTY OWNED BY MARGUERITE BRAY WHOSE
 GF0815'ADDRESS IS POST OFFICE BOX 3831, GUYMON, OKLAHOMA 73942.
 GF0815'
 GF0815'TO REACH THE STATION FROM THE POST OFFICE IN OSAGE, GO SOUTH ON A
 GF0815'GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 GF0815'AND GO SOUTHEASTERLY ON A GRAVELED ROAD FOR 2.85 MILES TO A SIDE
 GF0815'ROAD ON THE RIGHT.  CONTINUE AHEAD, SOUTHEASTERLY, FOR 0.75 MILE
 GF0815'TO A T-ROAD.  TURN LEFT AND GO EASTERLY FOR 0.8 MILE TO A FORK.
 GF0815'TAKE THE LEFT FORK AND GO NORTHEASTERLY FOR 0.3 MILE TO A SIDE ROAD
 GF0815'ON THE LEFT.  TURN LEFT AND GO NORTHWEST, THEN BEARING AROUND
 GF0815'EASTERLY FOR 5.4 MILES TO A T-ROAD.  TURN LEFT AND GO NORTH FOR
 GF0815'0.3 MILE TO A GATE DIRECTLY AHEAD AT A POINT WHERE THE ROAD TURNS
 GF0815'RIGHT.  PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR 0.85 MILE
 GF0815'TO A SIDE ROAD LEFT.  CONTINUE NORTHERLY FOR 0.15 MILE TO ANOTHER
 GF0815'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR 0.15 MILE
 GF0815'TO THE RUINS OF AN OLD ROCK BUILDING AND THE AZIMUTH MARK
 GF0815'ON THE LEFT.  CONTINUE NORTHERLY FOR 0.35 MILE TO A FORK.
 GF0815'TAKE THE LEFT FORK AND GO WESTERLY ON A TRACK ROAD FOR 0.4
 GF0815'MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 GF0815'NORTHERLY ON THE TRACK ROAD FOR 0.15 MILE TO REFERENCE MARK 1 ON THE
 GF0815'LEFT AND THE STATION 103.5 FEET SOUTHWEST OF THE ROAD.
 GF0815'
 GF0815'THE STATION MARK IS A STANDARD DISK, STAMPED RED 1928, CEMENTED IN A
 GF0815'DRILL HOLE IN A 2 FOOT BY 2 FOOT BOULDER THAT PROJECTS 3 INCHES
 GF0815'ABOVE THE GROUND SURFACE.  IT IS 103.5 FEET SOUTHWEST OF THE CENTER
 GF0815'OF THE TRACK ROAD AND 3.0 FEET NORTHWEST OF A WITNESS POST.
 GF0815'
 GF0815'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RED NO 1 1928, CEMENTED
 GF0815'IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT BOULDER THAT PROJECTS 8
 GF0815'INCHES ABOVE THE GROUND.  IT IS 91.4 FEET EAST OF THE WITNESS POST,
 GF0815'9.0 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 6.0 FEET SOUTHEAST
 GF0815'OF A TRIANGLE BLAZED TREE, AND ABOUT THE SAME ELEVATION AS THE
 GF0815'STATION.
 GF0815'
 GF0815'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RED NO 2 1928, CEMENTED
 GF0815'IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT BOULDER THAT PROJECTS 6 INCHES
 GF0815'ABOVE THE GROUND.  IT IS 190.0 FEET NORTH OF THE WITNESS POST, 9.0
 GF0815'FEET EAST OF A TRIANGLE BLAZED OAK TREE AND ABOUT 5 FEET LOWER IN
 GF0815'ELEVATION THAN THE STATION.
 GF0815'
 GF0815'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED RED 1928 NO 3 1971,
 GF0815'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST THAT PROJECTS
 GF0815'4 INCHES ABOVE THE GROUND.  IT IS 80.0 FEET SOUTHWEST OF THE
 GF0815'CENTER OF THE TRACK ROAD, 55.5 FEET SOUTHEAST OF THE WITNESS POST
 GF0815'AND ABOUT THE SAME ELEVATION AS THE STATION.
 GF0815'
 GF0815'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RED 1940, SET IN THE
 GF0815'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 GF0815'THE GROUND.  IT IS 32.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 GF0815'CORNER OF THE RUINS OF AN OLD ROCK BUILDING, 26.5 FEET WEST OF THE
 GF0815'CENTER OF THE ROAD AND 2.5 FEET NORTH OF A WITNESS POST.
 GF0815'
 GF0815'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 GF0815'ALPENA.
 GF0815'
 GF0815'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1579 ***********************************************************************
 DL1579  DESIGNATION -  RED BLUFF
 DL1579  PID         -  DL1579
 DL1579  STATE/COUNTY-  AR/LITTLE RIVER
 DL1579  USGS QUAD   -  RED BLUFF (1975)
 DL1579
 DL1579                         *CURRENT SURVEY CONTROL
 DL1579  ___________________________________________________________________
 DL1579* NAD 83(1997)-  33 38 45.03141(N)    093 57 31.94592(W)     ADJUSTED  
 DL1579* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 DL1579  ___________________________________________________________________
 DL1579  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DL1579  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DL1579
 DL1579  HORZ ORDER  -  THIRD
 DL1579
 DL1579.The horizontal coordinates were established by classical geodetic methods
 DL1579.and adjusted by the National Geodetic Survey in September 1999..
 DL1579
 DL1579.The orthometric height was scaled from a topographic map.
 DL1579
 DL1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1579
 DL1579.The geoid height was determined by GEOID03.
 DL1579
 DL1579;                    North         East     Units Scale Factor Converg.
 DL1579;SPC AR S     -   510,341.195   218,304.038   MT  0.99994132   -1 05 46.9
 DL1579;SPC AR S     - 1,674,344.40    716,219.16   sFT  0.99994132   -1 05 46.9
 DL1579;SPC TXNC     - 2,228,578.268 1,021,101.778   MT  0.99992627   +2 28 36.1
 DL1579;SPC TXNC     - 7,311,593.87  3,350,064.75   sFT  0.99992627   +2 28 36.1
 DL1579;UTM  15      - 3,723,301.041   411,082.670   MT  0.99969747   -0 31 52.7
 DL1579
 DL1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1579!SPC AR S     -   0.99998965  x   0.99994132  =   0.99993097
 DL1579!SPC TXNC     -   0.99998965  x   0.99992627  =   0.99991592
 DL1579!UTM  15      -   0.99998965  x   0.99969747  =   0.99968712
 DL1579
 DL1579|---------------------------------------------------------------------|
 DL1579| PID    Reference Object                     Distance      Geod. Az  |
 DL1579|                                                           dddmmss.s |
 DL1579| DL1578 TT 23 KW                             29.739 METERS 00309     |
 DL1579| DL1586 OKAY IDEAL CEMENT CO STACK          APPROX.14.0 KM 0121807.3 |
 DL1579| DL1583 OKAY IDEAL CEMENT CO TANK           APPROX.13.7 KM 0132851.9 |
 DL1579| CX6139 RED BLUFF RM 1                       27.105 METERS 07925     |
 DL1579| DM1171 JEAN                                APPROX.11.6 KM 3091909.4 |
 DL1579| CX6140 RED BLUFF RM 2                       28.788 METERS 32040     |
 DL1579| CX6141 RED BLUFF RM 3                       28.744 METERS 32044     |
 DL1579|---------------------------------------------------------------------|
 DL1579
 DL1579                          SUPERSEDED SURVEY CONTROL
 DL1579
 DL1579  NAD 83(1997)-  33 38 45.03652(N)    093 57 31.94158(W) AD(       ) 3
 DL1579  NAD 83(1997)-  33 38 45.03680(N)    093 57 31.94076(W) AD(       ) 3
 DL1579  NAD 83(1986)-  33 38 45.03891(N)    093 57 31.93486(W) AD(       ) 3
 DL1579  NAD 27      -  33 38 44.60000(N)    093 57 31.25900(W) AD(       ) 3
 DL1579
 DL1579.Superseded values are not recommended for survey control.
 DL1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1579.See file dsdata.txt to determine how the superseded data were derived.
 DL1579
 DL1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1108323301(NAD 83)
 DL1579_MARKER: DS = TRIANGULATION STATION DISK
 DL1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1579
 DL1579  HISTORY     - Date     Condition        Report By
 DL1579  HISTORY     - 1951     MONUMENTED       CGS
 DL1579  HISTORY     - 1963     GOOD             CGS
 DL1579  HISTORY     - 1975     GOOD             NGS
 DL1579
 DL1579                          STATION DESCRIPTION
 DL1579
 DL1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1579'STATION IS LOCATED IN THE VILLAGE OF RED BLUFF, 0.25 MILE SOUTH
 DL1579'OF THE MAIN CROSSROADS, 100 YARDS SOUTH OF AN ABANDONED BARN, 100
 DL1579'YARDS SOUTHEAST OF A GALVANIZED IRON WAITING ROOM, AND 98 FEET EAST
 DL1579'OF A HICKORY TREE THAT IS ABOUT 2-1/2 FEET IN DIAMETER.
 DL1579'
 DL1579'THE STATION MARK PROJECTS ABOUT 4 INCHES, AND THE DISK IS
 DL1579'STAMPED RED BLUFF 1951.
 DL1579'
 DL1579'REFERENCE MARK NO. 1 IS 105 FEET SOUTH OF THE SOUTH RAIL OF A
 DL1579'RAILROAD TRACK.  THE MARK PROJECTS ABOUT 8 INCHES, AND THE DISK
 DL1579'IS STAMPED REDBLUFF NO 1 1951.
 DL1579'
 DL1579'REFERENCE MARK NO. 2 IS 81 FEET SOUTH OF THE SOUTH RAIL OF THE
 DL1579'RAILROAD TRACK, AND 77 FEET NORTHEAST OF THE HICKORY TREE.
 DL1579'THE MARK PROJECTS ABOUT 10 INCHES, AND THE DISK IS STAMPED REDBLUFF
 DL1579'NO 2 1951.
 DL1579'
 DL1579'TT 23 KW (USGS) WAS USED AS AN EXTRA REFERENCE MARK.  IT IS 89
 DL1579'FEET SOUTHEAST OF A TELEPHONE POLE, AND 43 FEET SOUTH OF THE
 DL1579'SOUTH RAIL OF THE RAILROAD TRACK.  IT IS A U.S. GEOLOGICAL SURVEY
 DL1579'BENCH MARK DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.
 DL1579'THE MARK PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED TT 23
 DL1579'KW 1949.
 DL1579'
 DL1579'DUE TO THE DIFFICULTY IN FINDING A SPOT THAT WAS VISIBLE FROM THE
 DL1579'GROUND, NO AZIMUTH MARK WAS SET.
 DL1579'
 DL1579'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 DL1579'OF 12-INCH CONCRETE CYLINDERS.
 DL1579'
 DL1579'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1579
 DL1579                          STATION RECOVERY (1963)
 DL1579
 DL1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DL1579'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1579'CONDITION.
 DL1579
 DL1579                          STATION RECOVERY (1975)
 DL1579
 DL1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DL1579'THE STATION WAS VISITED 2-26-75 AND THE STATION MARK, REFERENCE
 DL1579'MARK NO 1 AND STATION TT 23 KW (USGS) WERE RECOVERED IN GOOD
 DL1579'CONDITION.  REFERENCE MARK NO 2 WAS FOUND LEANING AND WAS RESET
 DL1579'VERY CLOSE TO ITS ORIGINAL POSITION AS REFERENCE MARK NO 3 AT
 DL1579'THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DL1579'
 DL1579'THE STATION IS LOCATED IN THE VILLAGE OF RED BLUFF, 0.2 MILES
 DL1579'SOUTH OF THE MAIN CROSSROADS.
 DL1579'
 DL1579'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 71, 52, AND STATE
 DL1579'HIGHWAY 32 WEST AT CAUTION LIGHT IN ASHDOWN, GO SOUTH ON U.S.
 DL1579'HIGHWAYS 71 AND 52 FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY
 DL1579'32 EAST ON THE LEFT.  TURN LEFT AND GO EAST ON STATE HIGHWAY
 DL1579'32 FOR 7.1 MILES TO A GRAVEL SIDE ROAD ON THE RIGHT AND A
 DL1579'CHURCH IN THE SOUTHEAST ANGLE OF INTERSECTION.  TURN RIGHT AND
 DL1579'GO SOUTH ON A GRAVEL ROAD FOR 1.4 MILES TO RAILROAD TRACKS.
 DL1579'CONTINUE AHEAD SOUTHEAST ON MAIN GRAVEL ROAD FOR 2.0 MILES TO A
 DL1579'SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON MAIN GRAVEL
 DL1579'ROAD FOR 2.15 MILES TO A SIDE ROAD ON RIGHT.  TURN RIGHT
 DL1579'CROSSING RAILROAD TRACKS FOR 0.05 MILE TO STATION ON THE RIGHT
 DL1579'ABOUT 200 FEET WEST OF ROAD.
 DL1579'
 DL1579'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK,
 DL1579'STAMPED RED BLUFF 1951, SET IN TOP OF A ROUND CONCRETE POST
 DL1579'PROJECTING 2 INCHES.  IT IS 221 FEET WEST OF THE CENTER OF A GRADED
 DL1579'ROAD, 141 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 98
 DL1579'FEET EAST OF A 30 INCH OAK TREE, 9 FEET NORTH OF THE CENTER
 DL1579'OF A TRACK ROAD AND 1.5 FEET WEST OF A METAL WITNESS POST AND
 DL1579'SIGN.
 DL1579'
 DL1579'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DL1579'RED BLUFF NO 1 1951, SET IN TOP OF A ROUND CONCRETE POST
 DL1579'PROJECTING 3 INCHES.  IT IS 130 FEET WEST OF THE CENTER OF A GRADED
 DL1579'ROAD, 105 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS AND
 DL1579'1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 DL1579'
 DL1579'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED RED
 DL1579'BLUFF NO 3 1951 1975, SET IN THE TOP OF A ROUND CONCRETE POST
 DL1579'PROJECTING 6 INCHES.  IT IS 82.5 FEET SOUTH OF THE SOUTH RAIL OF
 DL1579'RAILROAD TRACKS, 76 FEET NORTH OF A 30 INCH OAK TREE AND 1.5 FEET
 DL1579'WEST OF A METAL WITNESS POST AND SIGN.
 DL1579'
 DL1579'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 3
 DL1579'EQUALS 157.678 FEET.
 DL1579'
 DL1579'TT 23 KW 1949 (USGS) IS A U.S.G.S. BENCH MARK DISK SET IN A 6 X 6
 DL1579'INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 107 FEET
 DL1579'EAST-SOUTHEAST OF A RAILROAD TRACKS SWITCH, 43 FEET SOUTH OF THE
 DL1579'SOUTH RAIL OF RAILROAD TRACKS AND 1.5 FEET SOUTH OF A METAL
 DL1579'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1778 ***********************************************************************
 FG1778  DESIGNATION -  RED HILL
 FG1778  PID         -  FG1778
 FG1778  STATE/COUNTY-  AR/VAN BUREN
 FG1778  USGS QUAD   -  BOTKINBURG (1965)
 FG1778
 FG1778                         *CURRENT SURVEY CONTROL
 FG1778  ___________________________________________________________________
 FG1778* NAD 83(1997)-  35 43 34.11241(N)    092 30 58.32164(W)     ADJUSTED  
 FG1778* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 FG1778  ___________________________________________________________________
 FG1778  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 FG1778  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FG1778
 FG1778  HORZ ORDER  -  THIRD
 FG1778
 FG1778.The horizontal coordinates were established by classical geodetic methods
 FG1778.and adjusted by the National Geodetic Survey in September 1999..
 FG1778.No horizontal observational check was made to the station.
 FG1778
 FG1778.The orthometric height was scaled from a topographic map.
 FG1778
 FG1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1778
 FG1778.The geoid height was determined by GEOID03.
 FG1778
 FG1778;                    North         East     Units Scale Factor Converg.
 FG1778;SPC AR N     -   154,643.279   353,300.143   MT  0.99993899   -0 18 01.4
 FG1778;SPC AR N     -   507,358.82  1,159,118.89   sFT  0.99993899   -0 18 01.4
 FG1778;UTM  15      - 3,953,682.196   543,754.126   MT  0.99962359   +0 16 57.0
 FG1778
 FG1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1778!SPC AR N     -   0.99991646  x   0.99993899  =   0.99985545
 FG1778!UTM  15      -   0.99991646  x   0.99962359  =   0.99954008
 FG1778
 FG1778                          SUPERSEDED SURVEY CONTROL
 FG1778
 FG1778  NAD 83(1986)-  35 43 34.12491(N)    092 30 58.32055(W) AD(       ) 3
 FG1778  NAD 27      -  35 43 33.84300(N)    092 30 57.74200(W) AD(       ) 3
 FG1778
 FG1778.Superseded values are not recommended for survey control.
 FG1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1778.See file dsdata.txt to determine how the superseded data were derived.
 FG1778
 FG1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4375453682(NAD 83)
 FG1778_MARKER: DD = SURVEY DISK
 FG1778_SETTING: 0 = UNSPECIFIED SETTING
 FG1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1778
 FG1778  HISTORY     - Date     Condition        Report By
 FG1778  HISTORY     - 1954     MONUMENTED       USGS
 FG1778
 FG1778                          STATION DESCRIPTION
 FG1778
 FG1778'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (JCM)
 FG1778'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH HILL LOCALLY
 FG1778'KNOWN AS RED HILL, ABOUT 8.75 MILES NORTH AND 3.75 MILES WEST
 FG1778'OF CLINTON, 2.5 MILES SOUTH AND 0.5 MILE EAST OF DENNARD, 65
 FG1778'FEET SOUTHWEST OF THE CENTER OF THE RED HILL LOOKOUT TOWER AND
 FG1778'6 INCHES SOUTHWEST OF A FENCE CORNER.
 FG1778'
 FG1778'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION RED AND
 FG1778'THE DISTANCE WAS FOUND TO BE 21.91 FEET 6.678 METERS.
 FG1778'
 FG1778'THE MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK CAP (DISK)
 FG1778'BOLTED TO THE TOP OF A 3 INCH CAST IRON PIPE WHICH PROJECTS
 FG1778'2 FEET ABOVE THE SURFACE OF THE GROUND.  THE DISK IS NOT
 FG1778'STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1777 ***********************************************************************
 FG1777  DESIGNATION -  RED HILL LOOKOUT TOWER
 FG1777  PID         -  FG1777
 FG1777  STATE/COUNTY-  AR/VAN BUREN
 FG1777  USGS QUAD   -  BOTKINBURG (1965)
 FG1777
 FG1777                         *CURRENT SURVEY CONTROL
 FG1777  ___________________________________________________________________
 FG1777* NAD 83(1997)-  35 43 34.55003(N)    092 30 57.74698(W)     ADJUSTED  
 FG1777* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 FG1777  ___________________________________________________________________
 FG1777  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 FG1777  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FG1777
 FG1777  HORZ ORDER  -  THIRD
 FG1777
 FG1777.The horizontal coordinates were established by classical geodetic methods
 FG1777.and adjusted by the National Geodetic Survey in September 1999..
 FG1777.No horizontal observational check was made to the station.
 FG1777
 FG1777.The orthometric height was scaled from a topographic map.
 FG1777
 FG1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1777
 FG1777.The geoid height was determined by GEOID03.
 FG1777
 FG1777;                    North         East     Units Scale Factor Converg.
 FG1777;SPC AR N     -   154,656.690   353,314.655   MT  0.99993900   -0 18 01.0
 FG1777;SPC AR N     -   507,402.82  1,159,166.50   sFT  0.99993900   -0 18 01.0
 FG1777;UTM  15      - 3,953,695.749   543,768.496   MT  0.99962361   +0 16 57.3
 FG1777
 FG1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1777!SPC AR N     -   0.99991646  x   0.99993900  =   0.99985546
 FG1777!UTM  15      -   0.99991646  x   0.99962361  =   0.99954010
 FG1777
 FG1777                          SUPERSEDED SURVEY CONTROL
 FG1777
 FG1777  NAD 83(1986)-  35 43 34.56253(N)    092 30 57.74589(W) AD(       ) 3
 FG1777  NAD 27      -  35 43 34.28000(N)    092 30 57.16700(W) AD(       ) 3
 FG1777
 FG1777.Superseded values are not recommended for survey control.
 FG1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1777.See file dsdata.txt to determine how the superseded data were derived.
 FG1777
 FG1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4376853696(NAD 83)
 FG1777_MARKER: 57 = LOOKOUT TOWER
 FG1777
 FG1777  HISTORY     - Date     Condition        Report By
 FG1777  HISTORY     - 1954     FIRST OBSERVED   CGS
 FG1777
 FG1777                          STATION DESCRIPTION
 FG1777
 FG1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HJA)
 FG1777'THE TOWER IS LOCATED ON THE SUMMIT OF A HIGH HILL LOCALLY
 FG1777'KNOWN AS RED HILL, ABOUT 8.75 MILES NORTH AND 3.75 MILES WEST
 FG1777'OF CLINTON, 2.5 MILES SOUTH AND 0.5 MILE EAST OF DENNARD.
 FG1777'
 FG1777'IT IS A STANDARD FOUR LEGGED STEEL STRUCTURE SUPPORTING AN
 FG1777'OBSERVATION CABIN, THE OVERALL HEIGHT BEING APPROXIMATELY 120 FEET.
 FG1777'
 FG1777'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION RED
 FG1777'TO THE BOTTOM CENTER OF THE TOWER AND THE DISTANCE IS 86.65 FEET
 FG1777'26.412 METERS NORTHEAST OF THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1907 ***********************************************************************
 FG1907  DESIGNATION -  RED STAR
 FG1907  PID         -  FG1907
 FG1907  STATE/COUNTY-  AR/MADISON
 FG1907  USGS QUAD   -  BOSTON (1973)
 FG1907
 FG1907                         *CURRENT SURVEY CONTROL
 FG1907  ___________________________________________________________________
 FG1907* NAD 83(1997)-  35 50 03.30701(N)    093 34 29.42191(W)     ADJUSTED  
 FG1907* NAVD 88     -       715.9    (meters)    2349.     (feet)  VERTCON   
 FG1907  ___________________________________________________________________
 FG1907  X           -    -322,819.088 (meters)                     COMP
 FG1907  Y           -  -5,167,271.011 (meters)                     COMP
 FG1907  Z           -   3,713,700.297 (meters)                     COMP
 FG1907  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 FG1907  ELLIP HEIGHT-         688.12  (meters)          (02/17/00) GPS OBS
 FG1907  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG1907
 FG1907  HORZ ORDER  -  FIRST
 FG1907  ELLP ORDER  -  FOURTH    CLASS I
 FG1907
 FG1907.The horizontal coordinates were established by classical geodetic methods
 FG1907.and adjusted by the National Geodetic Survey in February 2000..
 FG1907
 FG1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1907
 FG1907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1907
 FG1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1907
 FG1907.The ellipsoidal height was determined by GPS observations
 FG1907.and is referenced to NAD 83.
 FG1907
 FG1907.The geoid height was determined by GEOID03.
 FG1907
 FG1907;                    North         East     Units Scale Factor Converg.
 FG1907;SPC AR N     -   167,653.280   257,723.970   MT  0.99994542   -0 54 59.0
 FG1907;SPC AR N     -   550,042.47    845,549.39   sFT  0.99994542   -0 54 59.0
 FG1907;UTM  15      - 3,965,717.301   448,082.618   MT  0.99963321   -0 20 11.6
 FG1907
 FG1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1907!SPC AR N     -   0.99989201  x   0.99994542  =   0.99983744
 FG1907!UTM  15      -   0.99989201  x   0.99963321  =   0.99952526
 FG1907
 FG1907|---------------------------------------------------------------------|
 FG1907| PID    Reference Object                     Distance      Geod. Az  |
 FG1907|                                                           dddmmss.s |
 FG1907| CI2142 RED STAR RM 1                         7.264 METERS 00949     |
 FG1907| CI2143 RED STAR RM 2                         7.429 METERS 18528     |
 FG1907| FG1908 BOSTON TV RELAY MAST                APPROX. 0.6 KM 2285423.6 |
 FG1907| CI2141 RED STAR AZ MK                                     2285916.2 |
 FG1907|---------------------------------------------------------------------|
 FG1907
 FG1907                          SUPERSEDED SURVEY CONTROL
 FG1907
 FG1907  NAD 83(1997)-  35 50 03.30696(N)    093 34 29.42297(W) AD(       ) 1
 FG1907  ELLIP H (09/14/99)  688.14   (m)                       GP(       ) 4 1
 FG1907  NAD 83(1997)-  35 50 03.31883(N)    093 34 29.42414(W) AD(       ) 1
 FG1907  NAD 83(1986)-  35 50 03.31686(N)    093 34 29.43628(W) AD(       ) 1
 FG1907  NAD 27      -  35 50 03.03222(N)    093 34 28.76318(W) AD(       ) 1
 FG1907  NGVD 29 (12/03/93)  715.8    (m)         2348.     (f) GPS OBS        
 FG1907
 FG1907.Superseded values are not recommended for survey control.
 FG1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1907.See file dsdata.txt to determine how the superseded data were derived.
 FG1907
 FG1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4808365717(NAD 83)
 FG1907_MARKER: DS = TRIANGULATION STATION DISK
 FG1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1907_SP_SET: CONCRETE POST
 FG1907_STAMPING: RED STAR 1971
 FG1907_MARK LOGO: NGS   
 FG1907_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FG1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1907+STABILITY: SURFACE MOTION
 FG1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1907+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 FG1907
 FG1907  HISTORY     - Date     Condition        Report By
 FG1907  HISTORY     - 1971     MONUMENTED       NGS
 FG1907  HISTORY     - 1971     GOOD             NGS
 FG1907  HISTORY     - 1987     GOOD             USPSQD
 FG1907  HISTORY     - 19921122 GOOD             NOS
 FG1907  HISTORY     - 20040727 GOOD             ARHD
 FG1907
 FG1907                          STATION DESCRIPTION
 FG1907
 FG1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1907'THE STATION IS ABOUT 6 MILES WEST AND 3-3/4 MILES NORTH OF
 FG1907'FALLSVILLE, 4-1/2 MILES EAST AND 1-1/2 MILES NORTH OF PETTIGREW AND 2
 FG1907'MILES EAST OF THE SMALL VILLAGE OF BOSTON, IN THE NORTHWEST 1/4 OF
 FG1907'SECTION 31, T. 14 N., R. 24 W., ON TOP OF A CUTBANK ON THE EAST
 FG1907'RIGHT-OF-WAY OF STATE HIGHWAY 16.
 FG1907'
 FG1907'TO REACH THE STATION FROM THE POST OFFICE IN PETTIGREW, GO NORTHEAST
 FG1907'ON STATE HIGHWAY 16 FOR 3.3 MILES TO THE VILLAGE OF BOSTON.
 FG1907'CONTINUE NORTHEAST ON HIGHWAY 16 FOR 1.3 MILES TO A GRAVELED SIDE
 FG1907'ROAD RIGHT.* CONTINUE NORTHEAST ON HIGHWAY 16 FOR 0.4 MILE TO THE
 FG1907'STATION ON THE RIGHT.
 FG1907'
 FG1907'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO SOUTH
 FG1907'ON GRAVELED ROAD FOR 0.3 MILE TO A GATE ON THE LEFT.  TURN LEFT,
 FG1907'PASSING THROUGH GATE, THEN TURN LEFT AGAIN AND GO NORTHEAST AND
 FG1907'NORTH ON DIM TRACK ROAD FOR 0.15 MILE TO THE TOP OF THE HILL, A
 FG1907'MICROWAVE MAST AND THE MARK.
 FG1907'
 FG1907'STATION MARKS ARE STANDARD DISKS, STAMPED RED STAR 1971.  THE SURFACE
 FG1907'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 FG1907'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 49.0 FEET EAST OF THE
 FG1907'CENTERLINE OF STATE HIGHWAY 16, 4.8 FEET NORTHWEST OF A WITNESS
 FG1907'POST AND 2.5 FEET WEST OF A FENCE.  THE UNDERGROUND MARK IS SET IN
 FG1907'AN IRREGULAR MASS OF CONCRETE 24 INCHES BELOW THE GROUND
 FG1907'SURFACE.
 FG1907'
 FG1907'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RED STAR NO 1 1971, SET
 FG1907'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1907'WITH THE GROUND SURFACE.  IT IS 50.0 FEET EAST OF THE CENTERLINE OF
 FG1907'STATE HIGHWAY 16, 28.4 FEET NORTH OF THE WITNESS POST, 1.2 FEET
 FG1907'WEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1907'
 FG1907'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RED STAR NO 2 1971, SET
 FG1907'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1907'WITH THE GROUND SURFACE.  IT IS 50.0 FEET EAST OF THE CENTERLINE OF
 FG1907'STATE HIGHWAY 16, 20.0 FEET SOUTH OF THE WITNESS POST, 1.2 FEET
 FG1907'WEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1907'
 FG1907'AZIMUTH MARK IS A STANDARD DISK, STAMPED RED STAR 1971, CEMENTED IN A
 FG1907'DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A
 FG1907'DOUBLE MAST MICROWAVE TOWER.  IT IS 8.0 FEET NORTH OF THE NORTHWEST
 FG1907'CORNER OF A SMALL METAL BUILDING.
 FG1907'
 FG1907'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FG1907
 FG1907                          STATION RECOVERY (1971)
 FG1907
 FG1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FG1907'RECOVERED IN GOOD CONDITION.
 FG1907
 FG1907                          STATION RECOVERY (1987)
 FG1907
 FG1907'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1907'RECOVERED IN GOOD CONDITION.
 FG1907
 FG1907                          STATION RECOVERY (1992)
 FG1907
 FG1907'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 FG1907'RECOVERED IN GOOD CONDITION.
 FG1907
 FG1907                          STATION RECOVERY (2004)
 FG1907
 FG1907'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1786 ***********************************************************************
 EJ1786  DESIGNATION -  REDFIELD
 EJ1786  PID         -  EJ1786
 EJ1786  STATE/COUNTY-  AR/JEFFERSON
 EJ1786  USGS QUAD   -  REDFIELD (1984)
 EJ1786
 EJ1786                         *CURRENT SURVEY CONTROL
 EJ1786  ___________________________________________________________________
 EJ1786* NAD 83(1997)-  34 27 40.95188(N)    092 08 21.44986(W)     ADJUSTED  
 EJ1786* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 EJ1786  ___________________________________________________________________
 EJ1786  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 EJ1786  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EJ1786
 EJ1786  HORZ ORDER  -  FIRST
 EJ1786
 EJ1786.The horizontal coordinates were established by classical geodetic methods
 EJ1786.and adjusted by the National Geodetic Survey in September 1999..
 EJ1786
 EJ1786.The orthometric height was scaled from a topographic map.
 EJ1786
 EJ1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1786
 EJ1786.The geoid height was determined by GEOID03.
 EJ1786
 EJ1786;                    North         East     Units Scale Factor Converg.
 EJ1786;SPC AR S     -   599,066.562   387,202.256   MT  0.99994615   -0 04 40.7
 EJ1786;SPC AR S     - 1,965,437.55  1,270,346.07   sFT  0.99994615   -0 04 40.7
 EJ1786;UTM  15      - 3,813,650.311   579,053.325   MT  0.99967703   +0 29 13.4
 EJ1786
 EJ1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1786!SPC AR S     -   0.99998889  x   0.99994615  =   0.99993504
 EJ1786!UTM  15      -   0.99998889  x   0.99967703  =   0.99966592
 EJ1786
 EJ1786|---------------------------------------------------------------------|
 EJ1786| PID    Reference Object                     Distance      Geod. Az  |
 EJ1786|                                                           dddmmss.s |
 EJ1786| CY6340 REDFIELD RM 1                        46.808 METERS 12519     |
 EJ1786| EJ1783 JEFFERSON TV STATION KATV TWR       APPROX.10.5 KM 1944938.3 |
 EJ1786| CY6341 REDFIELD RM 2                        56.745 METERS 22436     |
 EJ1786| EJ1785 REDFIELD MUNICIPAL TANK             APPROX. 4.3 KM 2480215.0 |
 EJ1786| CY6339 REDFIELD AZ MK                                     2605627.3 |
 EJ1786|---------------------------------------------------------------------|
 EJ1786
 EJ1786                          SUPERSEDED SURVEY CONTROL
 EJ1786
 EJ1786  NAD 83(1986)-  34 27 40.96098(N)    092 08 21.44178(W) AD(       ) 1
 EJ1786  NAD 27      -  34 27 40.62033(N)    092 08 20.91587(W) AD(       ) 1
 EJ1786
 EJ1786.Superseded values are not recommended for survey control.
 EJ1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1786.See file dsdata.txt to determine how the superseded data were derived.
 EJ1786
 EJ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7905313650(NAD 83)
 EJ1786_MARKER: DS = TRIANGULATION STATION DISK
 EJ1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1786
 EJ1786  HISTORY     - Date     Condition        Report By
 EJ1786  HISTORY     - 1940     MONUMENTED       CGS
 EJ1786  HISTORY     - 1964     GOOD             CGS
 EJ1786  HISTORY     - 19690217 GOOD             USGS
 EJ1786
 EJ1786                          STATION DESCRIPTION
 EJ1786
 EJ1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1786'STATION IS LOCATED ABOUT 3 MILES E OF THE TOWN OF REDFIELD
 EJ1786'ON LAND OWNED BY MR. G. HARDIN WHO LIVES ABOUT 0.1 MILE N
 EJ1786'OF THE STATION.
 EJ1786'
 EJ1786'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1786'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1786'
 EJ1786'STATION MARK PROJECTS 4 INCHES AND IS 6 FEET S OF A WHITE
 EJ1786'REFERENCE POST, 25 FEET SE OF A PICKET FENCE CORNER, 24 FEET
 EJ1786'W OF A 30-INCH OAK TREE, 55 FEET N OF THE CENTER OF THE MAIN
 EJ1786'ROAD AND ABOUT 0.1 MILE S OF MR. HARDINS HOUSE.
 EJ1786'
 EJ1786'REFERENCE MARK NO.1 PROJECTS 4 INCHES AND IS 49.5 FEET S
 EJ1786'OF THE CENTER OF THE MAIN ROAD, 6 FEET NE OF A TRIANGLE-BLAZED
 EJ1786'8-INCH OAK TREE AND ON SAME LEVEL AS THE STATION.
 EJ1786'
 EJ1786'REFERENCE MARK NO.2 PROJECTS 6 INCHES AND IS 70.6 FEET S OF
 EJ1786'THE CENTER OF THE MAIN ROAD AND IS ABOUT 1 FOOT LOWER THAN
 EJ1786'THE STATION.
 EJ1786'
 EJ1786'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS 32 FEET N OF THE
 EJ1786'CENTER OF THE MAIN ROAD, 3.9 FEET N OF A WHITE REFERENCE
 EJ1786'POST, 9.7 FEET E OF A TRIANGLE-BLAZED 16-INCH PINE TREE
 EJ1786'AND 6 FEET NW OF A 6-INCH TELEPHONE POLE.
 EJ1786'
 EJ1786'TO REACH STATION FROM THE TOWN OF REDFIELD, GO E OVER BRIDGE
 EJ1786'OVER RAILROAD AND FOLLOW MAIN-GRAVELED ROAD 3 MILES TO A
 EJ1786'TRIANGLE-BLAZED 16-INCH PINE TREE ON THE LEFT, (N SIDE OF
 EJ1786'ROAD), AND AZIMUTH MARK, CONTINUE 0.4 MILE TO A LARGE OAK
 EJ1786'TREE ON THE LEFT AND STATION.
 EJ1786'
 EJ1786'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 EJ1786
 EJ1786                          STATION RECOVERY (1964)
 EJ1786
 EJ1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1786'NO MEASUREMENT BETWEEN R.M.S, BRUSH ON LINE.
 EJ1786'
 EJ1786'THE STATION, AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EJ1786'THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.
 EJ1786'
 EJ1786'A NEW DESCRIPTION FOLLOWS.
 EJ1786'
 EJ1786'THE STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF PINE
 EJ1786'BLUFF, ABOUT 3 MILES EAST OF REDFIELD, IN THE NORTHEAST
 EJ1786'CORNER OF SEC. 13, T. 3 S., R. 11 W., AND ON THE PROPERTY OF
 EJ1786'MR. W.D. PATTERSON.  IT IS 71 FEET NORTHEAST OF THE INTERSECTION
 EJ1786'OF A CROSSROAD, 54 FEET NORTH OF THE CENTERLINE OF COUNTY
 EJ1786'ROAD 1, 33 FEET NORTH OF A WITNESS POST, 25 FEET SOUTHEAST
 EJ1786'OF A 12 INCH CEDAR TREE, AND 21 FEET EAST OF THE CENTERLINE
 EJ1786'OF A GRAVELED DRIVEWAY.  THE MONUMENT PROJECTS 2 INCHES
 EJ1786'AND THE DISK IS STAMPED REDFIELD 1940.
 EJ1786'
 EJ1786'TO REACH FROM THE CAUTION LIGHT IN REDFIELD, GO NORTHWEST
 EJ1786'ON U.S. HIGHWAY 65 FOR 1 BLOCK TO A CROSS STREET.  TURN
 EJ1786'RIGHT AND GO NORTHEAST ON WILLIAMS STREET FOR 0.15 MILE
 EJ1786'(CROSSING A RAILROAD OVERPASS) TO A CROSS STREET.  TURN LEFT
 EJ1786'AND GO NORTHWEST ON BRODIE AVENUE FOR 0.05 MILE TO A CROSS
 EJ1786'STREET.  TURN RIGHT AND GO NORTHEAST ON COUNTY ROAD 1 (REDFIELD
 EJ1786'RIVER ROAD) FOR 1.3 MILES TO A Y-FORK.  TAKE THE RIGHT FORK
 EJ1786'AND GO NORTHEAST ON COUNTY ROAD 1 FOR 1.15 MILE TO A SIDE
 EJ1786'ROAD RIGHT AT THE END OF THE SURFACED ROAD.  CONTINUE
 EJ1786'EASTERLY ON A GRAVELED ROAD (COUNTY ROAD 1) FOR 0.3 MILE TO A
 EJ1786'FRAME HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON THE
 EJ1786'LEFT.  CONTINUE EASTERLY ON COUNTY ROAD 1 FOR 0.4 MILE TO A
 EJ1786'SIDE ROAD RIGHT AND A GRAVELED DRIVEWAY ON THE LEFT, AND
 EJ1786'THE STATION ON THE LEFT.
 EJ1786'
 EJ1786'REFERENCE MARK 1 IS 51 FEET SOUTH OF THE CENTERLINE OF COUNTY
 EJ1786'ROAD 1, 48 FEET WEST OF A POWER POLE WITH A TRANSFORMER,
 EJ1786'AND 13 FEET NORTHWEST OF A 12 INCH OAK TREE.  THE MONUMENT
 EJ1786'PROJECTS 3 INCHES AND THE DISK IS STAMPED REDFIELD NO 1 1940.
 EJ1786'
 EJ1786'REFERENCE MARK 2 IS 115 FEET SOUTHWEST OF THE INTERSECTION OF
 EJ1786'THE CROSSROAD, 70 FEET SOUTH OF THE CENTERLINE OF COUNTY
 EJ1786'ROAD 1, 55 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 EJ1786'AND 41 FEET SOUTH OF A POWER POLE.  THE MONUMENT PROJECTS
 EJ1786'6 INCHES AND THE DISK IS STAMPED REDFIELD NO 2 1940.
 EJ1786'
 EJ1786'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTERLINE OF COUNTY
 EJ1786'ROAD 1, 10 FEET NORTH OF A TELEPHONE POLE, 6 FEET NORTHWEST
 EJ1786'OF AN 8 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH
 EJ1786'SIDE, AND 1 FOOT NORTH OF A WIRE FENCE AND A WITNESS POST.
 EJ1786'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED REDFIELD
 EJ1786'1940.
 EJ1786'
 EJ1786'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EJ1786
 EJ1786                          STATION RECOVERY (1969)
 EJ1786
 EJ1786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1785 ***********************************************************************
 EJ1785  DESIGNATION -  REDFIELD MUNICIPAL TANK
 EJ1785  PID         -  EJ1785
 EJ1785  STATE/COUNTY-  AR/JEFFERSON
 EJ1785  USGS QUAD   -  REDFIELD (1984)
 EJ1785
 EJ1785                         *CURRENT SURVEY CONTROL
 EJ1785  ___________________________________________________________________
 EJ1785* NAD 83(1997)-  34 26 49.20468(N)    092 10 56.26470(W)     ADJUSTED  
 EJ1785* NAVD 88     -                                                        
 EJ1785  ___________________________________________________________________
 EJ1785  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 EJ1785  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EJ1785
 EJ1785  HORZ ORDER  -  THIRD
 EJ1785
 EJ1785.The horizontal coordinates were established by classical geodetic methods
 EJ1785.and adjusted by the National Geodetic Survey in September 1999..
 EJ1785
 EJ1785
 EJ1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1785
 EJ1785.The geoid height was determined by GEOID03.
 EJ1785
 EJ1785;                    North         East     Units Scale Factor Converg.
 EJ1785;SPC AR S     -   597,478.317   383,248.316   MT  0.99994432   -0 06 07.3
 EJ1785;SPC AR S     - 1,960,226.78  1,257,373.85   sFT  0.99994432   -0 06 07.3
 EJ1785;UTM  15      - 3,812,023.609   575,116.304   MT  0.99966955   +0 27 45.2
 EJ1785
 EJ1785                          SUPERSEDED SURVEY CONTROL
 EJ1785
 EJ1785  NAD 83(1986)-  34 26 49.21413(N)    092 10 56.25641(W) AD(       ) 4
 EJ1785  NAD 27      -  34 26 48.87275(N)    092 10 55.72453(W) AD(       ) 3
 EJ1785
 EJ1785.Superseded values are not recommended for survey control.
 EJ1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1785.See file dsdata.txt to determine how the superseded data were derived.
 EJ1785
 EJ1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7511612024(NAD 83)
 EJ1785_MARKER: 51 = TANK
 EJ1785
 EJ1785  HISTORY     - Date     Condition        Report By
 EJ1785  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1785
 EJ1785                          STATION DESCRIPTION
 EJ1785
 EJ1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1785'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN
 EJ1785'THE EAST EDGE OF REDFIELD.  IT IS A 4 LEFFED STEEL STRUCTURE
 EJ1785'PAINTED SILVER WITH THE LEGEND REDFIELD WRITTEN IN LARGE BLACK
 EJ1785'LETTERS ON THE NORTH AND SOUTH SIDES.  THE OVERALL HEIGHT IS 80
 EJ1785'FEET.
 EJ1785'
 EJ1785'TO REACH FROM THE CAUTION LIGHT IN REDFIELD, GO NORTH ON
 EJ1785'U.S. HIGHWAY 65 FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT
 EJ1785'AND GO EAST PASSING OVER A RAILROAD OVERPASS FOR 0.25 MILE TO THE
 EJ1785'END OF THE ROAD AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2002 ***********************************************************************
 FF2002  DESIGNATION -  REDMAN
 FF2002  PID         -  FF2002
 FF2002  STATE/COUNTY-  AR/CRITTENDEN
 FF2002  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF2002
 FF2002                         *CURRENT SURVEY CONTROL
 FF2002  ___________________________________________________________________
 FF2002* NAD 83(1997)-  35 14 06.55452(N)    090 06 22.87855(W)     ADJUSTED  
 FF2002* NAVD 88     -        75.5    (meters)     248.     (feet)  VERTCON   
 FF2002  ___________________________________________________________________
 FF2002  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FF2002  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF2002
 FF2002  HORZ ORDER  -  FIRST
 FF2002
 FF2002.The horizontal coordinates were established by classical geodetic methods
 FF2002.and adjusted by the National Geodetic Survey in September 1999..
 FF2002
 FF2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2002
 FF2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2002
 FF2002.The geoid height was determined by GEOID03.
 FF2002
 FF2002;                    North         East     Units Scale Factor Converg.
 FF2002;SPC AR N     -   101,706.634   572,352.877   MT  0.99995438   +1 06 06.9
 FF2002;SPC AR N     -   333,682.52  1,877,794.40   sFT  0.99995438   +1 06 06.9
 FF2002;SPC TN       -   107,898.007   226,322.616   MT  1.00000265   -2 24 14.5
 FF2002;SPC TN       -   353,995.38    742,526.78   sFT  1.00000265   -2 24 14.5
 FF2002;UTM  15      - 3,902,959.535   763,329.971   MT  1.00045466   +1 40 13.4
 FF2002
 FF2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2002!SPC AR N     -   0.99999243  x   0.99995438  =   0.99994681
 FF2002!SPC TN       -   0.99999243  x   1.00000265  =   0.99999508
 FF2002!UTM  15      -   0.99999243  x   1.00045466  =   1.00044709
 FF2002
 FF2002|---------------------------------------------------------------------|
 FF2002| PID    Reference Object                     Distance      Geod. Az  |
 FF2002|                                                           dddmmss.s |
 FF2002| CI5355 REDMAN RM 1                          29.336 METERS 13451     |
 FF2002| FF2005 REDMAN AZ MK                        APPROX. 0.7 KM 1585233.5 |
 FF2002| FF2039 WEST MEMPHIS E MUN TANK             APPROX.10.0 KM 2055048.8 |
 FF2002| FF2040 WEST MEMPHIS PLANTERS E TANK        APPROX.13.3 KM 2111100.2 |
 FF2002| FF2034 W MEMPHIS PLANTERS COMPRESS TK      APPROX.13.4 KM 2120902.5 |
 FF2002| FF2036 WEST MEMPHIS FED TANK               APPROX.11.8 KM 2133508.3 |
 FF2002| FF2035 W MEMPHIS COTTON OIL MILL TK        APPROX.11.3 KM 2190019.9 |
 FF2002| FF2037 WEST MEMPHIS N MUNICIPAL TANK       APPROX.11.4 KM 2201824.9 |
 FF2002| FF2041 MARION MUNICIPAL TANK               APPROX. 8.4 KM 2550400.0 |
 FF2002| FF2042 MARION CRITTENDEN CO MAST           APPROX. 8.6 KM 2552446.5 |
 FF2002| FF1072 K 217                               305.992 METERS 31933     |
 FF2002| FF2007 K 217 TPT                           298.886 METERS 31933     |
 FF2002| CI5356 REDMAN RM 2                          27.342 METERS 35852     |
 FF2002|---------------------------------------------------------------------|
 FF2002
 FF2002                          SUPERSEDED SURVEY CONTROL
 FF2002
 FF2002  NAD 83(1997)-  35 14 06.55467(N)    090 06 22.87851(W) AD(       ) 1
 FF2002  NAD 83(1997)-  35 14 06.56000(N)    090 06 22.87950(W) AD(       ) 1
 FF2002  NAD 83(1986)-  35 14 06.56515(N)    090 06 22.87950(W) AD(       ) 1
 FF2002  NAD 27      -  35 14 06.24572(N)    090 06 22.54710(W) AD(       ) 1
 FF2002  NGVD 29 (07/19/86)   75.5    (m)          248.     (f) VERT ANG       
 FF2002
 FF2002.Superseded values are not recommended for survey control.
 FF2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2002.See file dsdata.txt to determine how the superseded data were derived.
 FF2002
 FF2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6333002960(NAD 83)
 FF2002_MARKER: DS = TRIANGULATION STATION DISK
 FF2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF2002
 FF2002  HISTORY     - Date     Condition        Report By
 FF2002  HISTORY     - 1979     MONUMENTED       NGS
 FF2002
 FF2002                          STATION DESCRIPTION
 FF2002
 FF2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2002'THE STATION IS LOCATED ABOUT 16.09 KILOMETERS (10 MI.)
 FF2002'NORTHWEST OF MEMPHIS, TENNESSEE, 8.69 KILOMETERS (5.4 MI.)
 FF2002'EAST-NORTHEAST OF MARION AND ATOP THE WEST LEVEE OF THE
 FF2002'MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM ST. FRANCIS
 FF2002'LEVEE DISTRICT, MR. B. B. FAIR, CHIEF ENGINEER, P.O. BOX 308,
 FF2002'WEST MEMPHIS, ARKANSAS, 72301. TELEPHONE 501-735-1062.
 FF2002'
 FF2002'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FF2002'STATE HIGHWAY 77 IN MARION, GO EAST, CROSSING RAILROAD TRACKS, ON
 FF2002'MILITARY ROAD FOR 0.1 MILE (0.16 KM.) TO A SIDE ROAD LEFT.
 FF2002'TURN LEFT AND GO NORTH ON CYPRESS LANE FOR 0.3 MILE (0.48 KM.)
 FF2002'TO WHERE THE PAVED ROAD TURNS RIGHT AND A GRAVEL ROAD GOES NORTH.
 FF2002'TURN RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 4.7 MILES (7.56 KM)
 FF2002'TO A T-ROAD.  TURN LEFT AND GO NORTHERLY ON A PAVED ROAD FOR 1.5
 FF2002'MILES (2.41 KM.) TO A LOCKED BOARD GATE ON THE RIGHT, ABOUT 300
 FF2002'FEET BEFORE REACHING A POINT WHERE THE PAVED ROAD TURNS LEFT.
 FF2002'AT THE BOARD GATE, TURN RIGHT, PASSING THROUGH THE GATE AND GO
 FF2002'EASTERLY ON A FIELD ROAD FOR 0.1 MILE (0.16 KM.)
 FF2002'TO THE TOP OF A LEVEE.  TURN SHARP RIGHT AND GO SOUTH ON TOP OF
 FF2002'THE LEVEE FOR 0.2 MILE (0.32 KM.) TO MILEPOST 143/144 ON THE
 FF2002'RIGHT.  CONTINUE SOUTH ATOP THE LEVEE FOR 0.2 MILE (0.32 KM.) TO
 FF2002'THE STATION ON THE RIGHT, JUST AFTER PASSING A WING LEVEE ON THE
 FF2002'LEFT.
 FF2002'
 FF2002'THE STATION IS A STANDARD NGS DISK
 FF2002'STAMPED---REDMAN 1979---,
 FF2002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2002'FLUSH WITH GROUND.  IT IS LOCATED
 FF2002'4.8 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2002'1.8 METERS NORTHWEST FROM A METAL WITNESS POST.
 FF2002'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF2002'STAMPED---REDMAN 1979---,
 FF2002'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE GROUND.
 FF2002'
 FF2002'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 FF2002'STAMPED---REDMAN NO 1 1979---,
 FF2002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2002'FLUSH WITH GROUND.  IT IS LOCATED
 FF2002'6.7 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2002'0.4 METER NORTH FROM A METAL WITNESS POST.
 FF2002'MARK IS LEVEL WITH STATION.
 FF2002'
 FF2002'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 FF2002'STAMPED---REDMAN NO 2 1979---,
 FF2002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2002'FLUSH WITH GROUND.  IT IS LOCATED
 FF2002'4.3 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2002'0.4 METER SOUTH FROM A METAL WITNESS POST.
 FF2002'MARK IS LEVEL WITH STATION.
 FF2002'
 FF2002'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 FF2002'STAMPED---REDMAN 1979---,
 FF2002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2002'FLUSH WITH GROUND.
 FF2002'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG THE
 FF2002'TOP OF THE LEVEE FOR 0.4 MILE (0.64 KM.) TO THE AZIMUTH MARK ON
 FF2002'THE RIGHT.
 FF2002'
 FF2002'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2005 ***********************************************************************
 FF2005  DESIGNATION -  REDMAN AZ MK
 FF2005  PID         -  FF2005
 FF2005  STATE/COUNTY-  AR/CRITTENDEN
 FF2005  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF2005
 FF2005                         *CURRENT SURVEY CONTROL
 FF2005  ___________________________________________________________________
 FF2005* NAD 83(1997)-  35 13 44.47603(N)    090 06 12.48281(W)     ADJUSTED  
 FF2005* NAVD 88     -        75.4    (meters)     247.     (feet)  VERTCON   
 FF2005  ___________________________________________________________________
 FF2005  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FF2005  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF2005
 FF2005  HORZ ORDER  -  SECOND
 FF2005
 FF2005.The horizontal coordinates were established by classical geodetic methods
 FF2005.and adjusted by the National Geodetic Survey in September 1999..
 FF2005
 FF2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2005
 FF2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2005
 FF2005.The geoid height was determined by GEOID03.
 FF2005
 FF2005;                    North         East     Units Scale Factor Converg.
 FF2005;SPC AR N     -   101,031.434   572,628.777   MT  0.99995504   +1 06 12.9
 FF2005;SPC AR N     -   331,467.30  1,878,699.58   sFT  0.99995504   +1 06 12.9
 FF2005;SPC TN       -   107,207.166   226,556.722   MT  1.00000377   -2 24 08.4
 FF2005;SPC TN       -   351,728.84    743,294.85   sFT  1.00000377   -2 24 08.4
 FF2005;UTM  15      - 3,902,286.769   763,612.697   MT  1.00045650   +1 40 18.5
 FF2005
 FF2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2005!SPC AR N     -   0.99999245  x   0.99995504  =   0.99994749
 FF2005!SPC TN       -   0.99999245  x   1.00000377  =   0.99999622
 FF2005!UTM  15      -   0.99999245  x   1.00045650  =   1.00044894
 FF2005
 FF2005                          SUPERSEDED SURVEY CONTROL
 FF2005
 FF2005  NAD 83(1997)-  35 13 44.47618(N)    090 06 12.48278(W) AD(       ) 2
 FF2005  NAD 83(1997)-  35 13 44.48153(N)    090 06 12.48374(W) AD(       ) 2
 FF2005  NAD 83(1986)-  35 13 44.48667(N)    090 06 12.48376(W) AD(       ) 2
 FF2005  NAD 27      -  35 13 44.16678(N)    090 06 12.15155(W) AD(       ) 2
 FF2005  NGVD 29 (07/19/86)   75.4    (m)          247.     (f) VERT ANG       
 FF2005
 FF2005.Superseded values are not recommended for survey control.
 FF2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2005.See file dsdata.txt to determine how the superseded data were derived.
 FF2005
 FF2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6361302287(NAD 83)
 FF2005_MARKER: DZ = AZIMUTH MARK DISK
 FF2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF2005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2005+STABILITY: SURFACE MOTION
 FF2005
 FF2005  HISTORY     - Date     Condition        Report By
 FF2005  HISTORY     - 1979     MONUMENTED       NGS
 FF2005
 FF2005                          STATION DESCRIPTION
 FF2005
 FF2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2005'THE STATION IS LOCATED ABOUT 15.45 KILOMETERS NORTHWEST OF
 FF2005'MEMPHIS, TENNESSEE, 8.69 KILOMETERS EAST-NORTHEAST OF MARION,
 FF2005'ARKANSAS AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.
 FF2005'PERMISSION WAS OBTAINED FROM CHIEF ENGINEER, MR. B.B. FAIR, ST.
 FF2005'ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS,
 FF2005'ARKANSAS, 72301.  TELEPHONE 501-735-1062.
 FF2005'
 FF2005'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FF2005'STATE HIGHWAY 77 IN MARION, GO EAST, CROSS RAILROAD TRACKS, AND
 FF2005'GO 0.16 KILOMETER (0.1 MI.) TO A SIDE ROAD LEFT.  TURN LEFT AND
 FF2005'GO NORTH ON CYPRESS LANE FOR 0.48 KILOMETERS (0.3 MI.) TO WHERE
 FF2005'THE PAVED ROAD TURNS RIGHT AND A GRAVEL ROAD AHEAD.  TURN RIGHT
 FF2005'AND GO EASTERLY FOR 7.56 KILOMETERS (4.7 MI.) TO A T-ROAD.  TURN
 FF2005'LEFT AND GO NORTHERLY ON A PAVED ROAD FOR 2.41 KILOMETERS (1.5 MI.
 FF2005'TO A FIELD ROAD AND A LOCKED BOARD GATE ON THE RIGHT.  TURN RIGHT,
 FF2005'PASS THROUGH THE GATE AND GO EAST ACROSS A FIELD FOR
 FF2005'0.16 KILOMETERS (0.1 MI.) TO THE TOP OF A LEVEE.  TURN SHARP
 FF2005'RIGHT AND GO SOUTHERLY ALONG THE TOP OF THE LEVEE FOR
 FF2005'1.28 KILOMETERS (0.8 MI.) TO A CATTLE GUARD AND THE STATION MARK
 FF2005'ON THE RIGHT.
 FF2005'
 FF2005'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FF2005'STAMPED---REDMAN 1979---,
 FF2005'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2005'FLUSH WITH GROUND.  IT IS LOCATED
 FF2005'3.2 METERS WEST FROM THE CENTER OF A GATE AT A CATTLE GUARD AND
 FF2005'0.81 METER NORTH FROM A METAL WITNESS POST IN A FENCELINE.
 FF2005'
 FF2005'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1784 ***********************************************************************
 FG1784  DESIGNATION -  REEVES
 FG1784  PID         -  FG1784
 FG1784  STATE/COUNTY-  AR/SEARCY
 FG1784  USGS QUAD   -  ALREAD (1965)
 FG1784
 FG1784                         *CURRENT SURVEY CONTROL
 FG1784  ___________________________________________________________________
 FG1784* NAD 83(1997)-  35 43 35.49407(N)    092 44 16.54622(W)     ADJUSTED  
 FG1784* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 FG1784  ___________________________________________________________________
 FG1784  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FG1784  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FG1784
 FG1784  HORZ ORDER  -  THIRD
 FG1784
 FG1784.The horizontal coordinates were established by classical geodetic methods
 FG1784.and adjusted by the National Geodetic Survey in September 1999..
 FG1784
 FG1784.The orthometric height was scaled from a topographic map.
 FG1784
 FG1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1784
 FG1784.The geoid height was determined by GEOID03.
 FG1784
 FG1784;                    North         East     Units Scale Factor Converg.
 FG1784;SPC AR N     -   154,813.607   333,241.297   MT  0.99993901   -0 25 45.8
 FG1784;SPC AR N     -   507,917.64  1,093,309.16   sFT  0.99993901   -0 25 45.8
 FG1784;UTM  15      - 3,953,648.547   523,701.096   MT  0.99960692   +0 09 10.9
 FG1784
 FG1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1784!SPC AR N     -   0.99990721  x   0.99993901  =   0.99984623
 FG1784!UTM  15      -   0.99990721  x   0.99960692  =   0.99951417
 FG1784
 FG1784|---------------------------------------------------------------------|
 FG1784| PID    Reference Object                     Distance      Geod. Az  |
 FG1784|                                                           dddmmss.s |
 FG1784| CI2154 REEVES RM 1                          18.531 METERS 03723     |
 FG1784| CI2155 REEVES RM 2                          18.227 METERS 14338     |
 FG1784| CI2153 REEVES AZ MK                                       1541549.7 |
 FG1784|---------------------------------------------------------------------|
 FG1784
 FG1784                          SUPERSEDED SURVEY CONTROL
 FG1784
 FG1784  NAD 83(1986)-  35 43 35.50705(N)    092 44 16.54547(W) AD(       ) 3
 FG1784  NAD 27      -  35 43 35.22600(N)    092 44 15.95400(W) AD(       ) 3
 FG1784
 FG1784.Superseded values are not recommended for survey control.
 FG1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1784.See file dsdata.txt to determine how the superseded data were derived.
 FG1784
 FG1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2370153649(NAD 83)
 FG1784_MARKER: DS = TRIANGULATION STATION DISK
 FG1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1784
 FG1784  HISTORY     - Date     Condition        Report By
 FG1784  HISTORY     - 1954     MONUMENTED       CGS
 FG1784
 FG1784                          STATION DESCRIPTION
 FG1784
 FG1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1784'THE STATION IS ON THE SUMMIT OF A HIGH TIMBERED HILL IN SECTION
 FG1784'36, T 13 N, R 17 W, ABOUT 7 MILES EAST AND 2.5 MILES SOUTH OF THE
 FG1784'SMALL VILLAGE OF WITTS SPRING, 2 MILES NORTH OF THE CHIMES
 FG1784'POST OFFICE, 22 FEET SOUTHEAST OF A 30-INCH OAK TREE AND 6
 FG1784'FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 FG1784'
 FG1784'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 FG1784'AND U.S. HIGHWAY 65 IN CLINTON, GO NORTH ON U.S. HIGHWAY 65
 FG1784'FOR 14.05 MILES TO A SIDE ROAD ON THE LEFT, (THIS IS 0.15 MILE
 FG1784'SOUTH OF THE DENNARD POST OFFICE) TURN LEFT (WEST) AND FOLLOW
 FG1784'THE MAIN GRAVELED ROAD FOR 4.3 MILES TO A ROAD FORK, CONTINUE
 FG1784'ON THE RIGHT ROAD FOR 4.65 MILES TO A T-INTERSECTION, TURN LEFT
 FG1784'(SOUTHWESTERLY) AND FOLLOW THE TRACE RIDGE ROAD (GRAVEL) FOR
 FG1784'5.1 MILES TO A ROAD FORK AND A CHURCH ON THE RIGHT, CONTINUE
 FG1784'ON THE RIGHT ROAD FOR 2.4 MILES TO ANOTHER ROAD FORK,
 FG1784'CONTINUE WESTERLY ON THE RIGHT ROAD FOR 1 MILE TO THE AZIMUTH
 FG1784'MARK ON THE RIGHT AS DESCRIBED, CONTINUE WESTERLY FOR 0.2 MILE
 FG1784'TO WHERE THE MAIN ROAD BEARS TO THE SOUTH AND A DIRT ROAD ON
 FG1784'THE RIGHT, TURN RIGHT (NORTH) AND GO FOR 0.75 MILE TO A
 FG1784'ROCK HOUSE AND HOME OF JOHN REEVES, GO WEST ON A TRACK ROAD FOR
 FG1784'0.1 MILE, TURN NORTH WITH THE ROAD AND GO FOR 0.5 MILE TO A
 FG1784'TRIANGLE-BLAZED OAK TREE ON THE LEFT JUST BEFORE REACHING
 FG1784'A SMALL CLEARING, BEAR LEFT (WEST) AND PICK ROAD FOR ABOUT
 FG1784'0.5 MILE TO THE SUMMIT OF THE HILL AND STATION.
 FG1784'
 FG1784'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1784'REEVES 1954.
 FG1784'
 FG1784'REFERENCE MARK 1 IS 4 FEET SOUTHEAST OF AN 8-INCH OAK TREE.  THE
 FG1784'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED REEVES NO 1 1954.
 FG1784'
 FG1784'REFERENCE MARK 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 FG1784'REEVES NO 2 1954.
 FG1784'
 FG1784'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTER OF THE ROAD,
 FG1784'2 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT
 FG1784'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 FG1784'DISK IS STAMPED REEVES 1954.
 FG1784'
 FG1784'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 FG1784'POSTS.
 FG1784'
 FG1784'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0822 ***********************************************************************
 FF0822  DESIGNATION -  REFERENCE MARK
 FF0822  PID         -  FF0822
 FF0822  STATE/COUNTY-  AR/CRAIGHEAD
 FF0822  USGS QUAD   -  JONESBORO (1983)
 FF0822
 FF0822                         *CURRENT SURVEY CONTROL
 FF0822  ___________________________________________________________________
 FF0822* NAD 83(1986)-  35 49 04.     (N)    090 38 57.     (W)     SCALED    
 FF0822* NAVD 88     -        76.027  (meters)     249.43   (feet)  ADJUSTED  
 FF0822  ___________________________________________________________________
 FF0822  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0822  DYNAMIC HT  -          75.962 (meters)     249.22  (feet)  COMP
 FF0822  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 FF0822
 FF0822  VERT ORDER  -  FIRST     CLASS II
 FF0822
 FF0822.The horizontal coordinates were scaled from a topographic map and have
 FF0822.an estimated accuracy of +/- 6 seconds.
 FF0822
 FF0822.The orthometric height was determined by differential leveling
 FF0822.and adjusted by the National Geodetic Survey in June 1991..
 FF0822
 FF0822.The geoid height was determined by GEOID03.
 FF0822
 FF0822.The dynamic height is computed by dividing the NAVD 88
 FF0822.geopotential number by the normal gravity value computed on the
 FF0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0822.degrees latitude (g = 980.6199 gals.).
 FF0822
 FF0822.The modeled gravity was interpolated from observed gravity values.
 FF0822
 FF0822;                    North         East    Units  Estimated Accuracy
 FF0822;SPC AR N     -   165,530.      522,070.      MT  (+/- 180 meters Scaled)
 FF0822
 FF0822                          SUPERSEDED SURVEY CONTROL
 FF0822
 FF0822  NGVD 29 (??/??/??)   75.939  (m)          249.14   (f) ADJUSTED    1 2
 FF0822
 FF0822.Superseded values are not recommended for survey control.
 FF0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0822.See file dsdata.txt to determine how the superseded data were derived.
 FF0822
 FF0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV123662(NAD 83)
 FF0822_MARKER: DR = REFERENCE MARK DISK
 FF0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0822+STABILITY: SURFACE MOTION
 FF0822
 FF0822  HISTORY     - Date     Condition        Report By
 FF0822  HISTORY     - UNK      MONUMENTED       DOD
 FF0822  HISTORY     - 1956     GOOD             CGS
 FF0822  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0822
 FF0822                          STATION DESCRIPTION
 FF0822
 FF0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0822'AT NETTLETON.
 FF0822'AT NETTLETON, IN THE SOUTH QUARTER OF THE CROSSING OF THE ST.
 FF0822'LOUIS-SAN FRANCISCO RAILWAY AND THE MISSOURI PACIFIC RAILROAD,
 FF0822'39.8 FEET SOUTHWEST OF SOUTHWEST RAIL OF ST. L. - S.F. RY.,
 FF0822'67 1/2 FEET SOUTH OF CENTER OF CROSSING OF TRACKS, 39 1/2 FEET
 FF0822'SOUTHEAST OF SOUTHEAST RAIL OF MISSOURI PACIFIC RR, 72 FEET
 FF0822'SOUTH-SOUTHEAST AND ACROSS M.P.RR TRACK FROM THE EAST CORNER
 FF0822'OF THE ST. L.-S.F.RY. STATION, 8 FEET SOUTHEAST OF A TELEPHONE
 FF0822'POLE, 13 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, ABOUT 3 FEET BELOW
 FF0822'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0822'3 INCHES.
 FF0822
 FF0822                          STATION RECOVERY (1992)
 FF0822
 FF0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0822'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2029 ***********************************************************************
 EJ2029  DESIGNATION -  REFUGE
 EJ2029  PID         -  EJ2029
 EJ2029  STATE/COUNTY-  AR/SCOTT
 EJ2029  USGS QUAD   -  LITTLE TEXAS (1985)
 EJ2029
 EJ2029                         *CURRENT SURVEY CONTROL
 EJ2029  ___________________________________________________________________
 EJ2029* NAD 83(1997)-  34 47 37.30850(N)    093 44 33.18279(W)     ADJUSTED  
 EJ2029* NAVD 88     -       389.1    (meters)    1277.     (feet)  VERTCON   
 EJ2029  ___________________________________________________________________
 EJ2029  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 EJ2029  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 EJ2029
 EJ2029  HORZ ORDER  -  THIRD
 EJ2029
 EJ2029.The horizontal coordinates were established by classical geodetic methods
 EJ2029.and adjusted by the National Geodetic Survey in September 1999..
 EJ2029
 EJ2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2029
 EJ2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2029
 EJ2029.The geoid height was determined by GEOID03.
 EJ2029
 EJ2029;                    North         East     Units Scale Factor Converg.
 EJ2029;SPC AR N     -    52,485.351   240,530.988   MT  1.00003038   -1 00 50.4
 EJ2029;SPC AR N     -   172,195.69    789,142.08   sFT  1.00003038   -1 00 50.4
 EJ2029;SPC AR S     -   637,279.773   240,534.230   MT  1.00000614   -0 58 31.0
 EJ2029;SPC AR S     - 2,090,808.72    789,152.72   sFT  1.00000614   -0 58 31.0
 EJ2029;UTM  15      - 3,850,416.399   432,070.719   MT  0.99965687   -0 25 25.4
 EJ2029
 EJ2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2029!SPC AR N     -   0.99994359  x   1.00003038  =   0.99997396
 EJ2029!SPC AR S     -   0.99994359  x   1.00000614  =   0.99994972
 EJ2029!UTM  15      -   0.99994359  x   0.99965687  =   0.99960047
 EJ2029
 EJ2029:                Primary Azimuth Mark                     Grid Az
 EJ2029:SPC AR N     -  JEAN RESET                               009 41 16.2
 EJ2029:SPC AR S     -  JEAN RESET                               009 38 56.8
 EJ2029:UTM  15      -  JEAN RESET                               009 05 51.2
 EJ2029
 EJ2029|---------------------------------------------------------------------|
 EJ2029| PID    Reference Object                     Distance      Geod. Az  |
 EJ2029|                                                           dddmmss.s |
 EJ2029| FG1886 JEAN RESET                          APPROX.25.7 KM 0084025.8 |
 EJ2029| CX6164 REFUGE RM 1                           7.794 METERS 17025     |
 EJ2029| CX6165 REFUGE RM 2                           8.616 METERS 24438     |
 EJ2029|---------------------------------------------------------------------|
 EJ2029
 EJ2029                          SUPERSEDED SURVEY CONTROL
 EJ2029
 EJ2029  NAD 83(1997)-  34 47 37.31650(N)    093 44 33.17825(W) AD(       ) 3
 EJ2029  NAD 83(1986)-  34 47 37.31789(N)    093 44 33.17642(W) AD(       ) 3
 EJ2029  NAD 27      -  34 47 36.96250(N)    093 44 32.45080(W) AD(       ) 3
 EJ2029  NGVD 29 (07/19/86)  389.0    (m)         1276.     (f) VERT ANG       
 EJ2029
 EJ2029.Superseded values are not recommended for survey control.
 EJ2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2029.See file dsdata.txt to determine how the superseded data were derived.
 EJ2029
 EJ2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3207150416(NAD 83)
 EJ2029_MARKER: DD = SURVEY DISK
 EJ2029_SETTING: 0 = UNSPECIFIED SETTING
 EJ2029
 EJ2029  HISTORY     - Date     Condition        Report By
 EJ2029  HISTORY     - 1956     MONUMENTED       CGS
 EJ2029  HISTORY     - 1959     GOOD             CGS
 EJ2029
 EJ2029                          STATION DESCRIPTION
 EJ2029
 EJ2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2029'THE STATION IS LOCATED IN THE OUACHITA NATIONAL WILDLIFE
 EJ2029'RESERVE, NEAR THE EAST END OF A PINE AND OAK TREE COVERED
 EJ2029'RIDGE WHICH LIES IN AN APPROXIMATE EAST-WEST DIRECTION.  IT
 EJ2029'IS ABOUT 21.5 MILES EAST-SOUTHEAST OF WALDRON, 12.5 MILES
 EJ2029'EAST OF PARKS AND 5.5 MILES SOUTH OF NOLA.
 EJ2029'
 EJ2029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 EJ2029'AND STATE HIGHWAY 28, WHICH IS 7.5 MILES SOUTH OF WALDRON,
 EJ2029'DRIVE EAST ON STATE HIGHWAY 28 FOR 12.5 MILES TO A POINT
 EJ2029'WHERE HIGHWAY TURNS SHARP LEFT ACROSS BRIDGE, NORTH, AND
 EJ2029'A BLADED ROAD CONTINUES EAST.  KEEP STRAIGHT AHEAD ON THE
 EJ2029'BLADED ROAD AND DRIVE EAST AND SOUTHEAST FOR 0.85 MILE TO
 EJ2029'A CROSSROAD.  TURN LEFT AND DRIVE EAST FOR 0.15 MILE TO
 EJ2029'A CROSSROAD.  TURN RIGHT AND DRIVE SOUTHEASTERLY ACROSS
 EJ2029'CREEK BOTTOM, FORDING TWO CREEKS, FOR 0.35 MILE TO A SIDE
 EJ2029'ROAD LEFT.  KEEP STRAIGHT AHEAD, EASTERLY, FOR 0.7 MILE
 EJ2029'TO A LOCKED IRON GATE.  BEAR TO THE RIGHT THROUGH A WIRE
 EJ2029'GATE, THENCE CONTINUE EASTERLY ON BLADED ROAD ALONG THE CREST
 EJ2029'OF THE RIDGE FOR 3.3 MILES TO A TRIANGLE BLAZED OAK TREE ON
 EJ2029'THE LEFT, AT A POINT WHERE THE ROAD BEGINS TO DESCEND DOWN
 EJ2029'THE SOUTH SIDE OF THE RIDGE.  THIS IS THE END OF TRUCK
 EJ2029'TRAVEL.  PACK EASTERLY ALONG A BLAZED TRAIL ON THE CREST
 EJ2029'OF THE RIDGE FOR ABOUT 15 MINUTES TO THE TOP OF A SLIGHT
 EJ2029'RISE AND STATION.
 EJ2029'
 EJ2029'ALL THE MARKS ARE STANDARD DISKS BRAZED ON THE TOPS OF IRON
 EJ2029'SOIL PIPES WHICH ARE ABOUT 2 INCHES IN DIAMETER.
 EJ2029'
 EJ2029'THE STATION MARK, STAMPED REFUGE 1956, PROJECTS ABOUT 3
 EJ2029'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 11.6 FEET
 EJ2029'WEST OF A TRIANGLE BLAZED OAK TREE WHICH IS ABOUT 10 INCHES
 EJ2029'IN DIAMETER.
 EJ2029'
 EJ2029'REFERENCE MARK 1, STAMPED REFUGE NO 1 1956, IS ABOUT THE
 EJ2029'SAME ELEVATION AS THE STATION MARK AND PROJECTS 8 INCHES
 EJ2029'ABOVE THE SURFACE OF THE GROUND.
 EJ2029'
 EJ2029'REFERENCE MARK 2, STAMPED REFUGE NO 2 1956, IS ABOUT THE
 EJ2029'SAME ELEVATION AS THE STATION MARK AND PROJECTS 6 INCHES
 EJ2029'ABOVE THE SURFACE OF THE GROUND.
 EJ2029'
 EJ2029'A SUITABLE LOCATION FOR AN AZIMUTH MARK WAS NOT FOUND AT
 EJ2029'THIS TIME.
 EJ2029
 EJ2029                          STATION RECOVERY (1959)
 EJ2029
 EJ2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EJ2029'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 EJ2029'MARKS FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET AT
 EJ2029'THIS STATION.
 EJ2029'
 EJ2029'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION FROM PARKS.
 EJ2029'
 EJ2029'TO REACH FROM PARKS, FROM THE POST OFFICE, GO EAST ON STATE
 EJ2029'HIGHWAY 28 FOR 8.3 MILES TO POINT WHERE HIGHWAY 28 TURNS
 EJ2029'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.95 MILE TO CROSSROADS
 EJ2029'JUST AFTER PASSING FORKS, TURN LEFT AND FOLLOW FORREST SERVICE
 EJ2029'ROAD EASTERLY ACROSS FORK AND BRIDGE FOR 1.15 TO AN IRON
 EJ2029'GATE (WIRE GATE ON RIGHT), PASS THROUGH GATE AND CONTINUE
 EJ2029'ON MAIN BLADED ROAD FOR 3.3 MILES TO A TRIANGLE-BLAZED TREE
 EJ2029'ON LEFT AND END OF TRUCK TRAVEL.  PACK EASTERLY ALONG A
 EJ2029'TRAIL THAT FOLLOWS CREST OF RIDGE FOR ABOUT 15 MINUTES TO
 EJ2029'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1865 ***********************************************************************
 FG1865  DESIGNATION -  REGAN
 FG1865  PID         -  FG1865
 FG1865  STATE/COUNTY-  AR/LOGAN
 FG1865  USGS QUAD   -  CLARKSVILLE (1993)
 FG1865
 FG1865                         *CURRENT SURVEY CONTROL
 FG1865  ___________________________________________________________________
 FG1865* NAD 83(1997)-  35 23 59.52825(N)    093 27 32.73721(W)     ADJUSTED  
 FG1865* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 FG1865  ___________________________________________________________________
 FG1865  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 FG1865  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1865
 FG1865  HORZ ORDER  -  SECOND
 FG1865
 FG1865.The horizontal coordinates were established by classical geodetic methods
 FG1865.and adjusted by the National Geodetic Survey in September 1999..
 FG1865
 FG1865.The orthometric height was scaled from a topographic map.
 FG1865
 FG1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1865
 FG1865.The geoid height was determined by GEOID03.
 FG1865
 FG1865;                    North         East     Units Scale Factor Converg.
 FG1865;SPC AR N     -   119,304.807   267,465.892   MT  0.99994108   -0 50 56.6
 FG1865;SPC AR N     -   391,419.19    877,511.01   sFT  0.99994108   -0 50 56.6
 FG1865;UTM  15      - 3,917,485.229   458,311.616   MT  0.99962142   -0 15 57.4
 FG1865
 FG1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1865!SPC AR N     -   0.99997619  x   0.99994108  =   0.99991727
 FG1865!UTM  15      -   0.99997619  x   0.99962142  =   0.99959762
 FG1865
 FG1865|---------------------------------------------------------------------|
 FG1865| PID    Reference Object                     Distance      Geod. Az  |
 FG1865|                                                           dddmmss.s |
 FG1865| CI2157 REGAN RM 1                           25.256 METERS 16650     |
 FG1865| CI2158 REGAN RM 2                           11.390 METERS 24556     |
 FG1865| CI2156 REGAN AZ MK                                        2705147.5 |
 FG1865|---------------------------------------------------------------------|
 FG1865
 FG1865                          SUPERSEDED SURVEY CONTROL
 FG1865
 FG1865  NAD 83(1997)-  35 23 59.53940(N)    093 27 32.73569(W) AD(       ) 2
 FG1865  NAD 83(1986)-  35 23 59.53922(N)    093 27 32.73453(W) AD(       ) 2
 FG1865  NAD 27      -  35 23 59.23600(N)    093 27 32.07200(W) AD(       ) 2
 FG1865
 FG1865.Superseded values are not recommended for survey control.
 FG1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1865.See file dsdata.txt to determine how the superseded data were derived.
 FG1865
 FG1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5831217485(NAD 83)
 FG1865_MARKER: DS = TRIANGULATION STATION DISK
 FG1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1865
 FG1865  HISTORY     - Date     Condition        Report By
 FG1865  HISTORY     - 1940     MONUMENTED       CGS
 FG1865  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FG1865
 FG1865                          STATION DESCRIPTION
 FG1865
 FG1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1865'STATION IS LOCATED ABOUT 5 MILES S OF CLARKSVILLE AND ABOUT
 FG1865'5 MILES NE OF SCRANTON.  IT IS ON THE HIGHEST POINT OF AN E-W
 FG1865'RIDGE, LOCALLY KNOWN AS REGAN MOUNTAIN.  THE CREST OF THE RIDGE
 FG1865'IS CLEARED OF TIMBER, THE N AND S SLOPES ARE TIMBERED.  IT
 FG1865'IS ON THE PROPERTY OF MISS SALLY ROGERS WHO LIVES ABOUT 0.75
 FG1865'MILE E OF THE STATION, AT THE E END OF THE RIDGE.  THE MARK
 FG1865'PROJECTS 6 INCHES AND IS STAMPED REGAN 1940.  THERE IS A
 FG1865'WHITE REFERENCE POST 5 FEET E OF THE STATION.
 FG1865'
 FG1865'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1865'DISKS SET IN CONCRETE.
 FG1865'
 FG1865'REFERENCE MARK NO.1 IS ABOUT 1 METER LOWER THAN THE STATION,
 FG1865'ON THE S SLOPE OF THE RIDGE AND 1 FOOT W OF A N-S FENCE
 FG1865'LINE.  THE MARK PROJECTS 1 INCH AND IS STAMPED REGAN NO.1,
 FG1865'1940.
 FG1865'
 FG1865'REFERENCE MARK NO.2 IS ABOUT 1 METER LOWER THAN THE STATION,
 FG1865'ON THE S SLOPE OF THE RIDGE.  THE MARK PROJECTS 3 INCHES AND
 FG1865'IS STAMPED REGAN NO.2, 1940.
 FG1865'
 FG1865'THE AZIMUTH MARK IS 0.3 MILE W OF THE STATION, ON THE CREST
 FG1865'OF THE RIDGE, ON THE W END OF A CLEARED BUT UNCULTIVATED
 FG1865'FIELD, 20 FEET E OF A N-S FENCE LINE AND 200 FEET N OF A WIRE
 FG1865'GATE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED REGAN 1940.
 FG1865'THERE IS A WHITE REFERENCE POST 3 FEET N OF THE MARK.
 FG1865'
 FG1865'TO REACH THE STATION FROM MIDWAY, GO N ON MAIN-TRAVELED ROAD
 FG1865'FOR 5.6 MILES TO CROSSROADS IN THE E END OF SCRANTON.  TURN
 FG1865'RIGHT, (E), AND GO 3.8 MILES TO A ROAD LEADING N.  TURN LEFT,
 FG1865'(N), AND GO 2.15 MILES TO A TURN TO THE E.  TURN E AND GO
 FG1865'0.05 MILE TO A FARMHOUSE ON THE N SIDE OF THE ROAD.  TURN
 FG1865'LEFT, (N) PASS THROUGH FARMHOUSE YARD AND GO NE ON FARM ROAD
 FG1865'FOR 0.55 MILE TO WIRE GATE AT TOP OF RIDGE.  PASS THROUGH
 FG1865'GATE, TURN E AND GO 0.2 MILE TO ANOTHER WIRE GATE.  THE
 FG1865'AZIMUTH MARK IS 200 FEET N OF THE GATE.  PASS THROUGH GATE
 FG1865'AND FOLLOW DIM TRACK ROAD FOR 0.3 MILE TO THE STATION ON
 FG1865'THE HIGHEST PART OF THE HILL.
 FG1865'
 FG1865'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FG1865
 FG1865                          STATION RECOVERY (1959)
 FG1865
 FG1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1865'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FG1865'
 FG1865'A NEW ROAD HAS BEEN BUILT TO THE TOP OF THE MOUNTAIN.  FOLLOWING
 FG1865'IS AN AMENDMENT TO THE ORIGINAL DESCRIPTION FROM THE POINT
 FG1865'WHERE IT LEFT THE MAIN ROAD.  FROM THE HOUSE ON THE LEFT
 FG1865'WHERE ORIGINAL DESCRIPTION LEFT THE ROAD CONTINUE EAST ON
 FG1865'MAIN ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT ACROSS
 FG1865'A CATTLE GUARD AND GO NORTH FOR 0.25 MILE TO ANOTHER CATTLE
 FG1865'GUARD, CONTINUE NORTH UPHILL FOR 0.25 MILE TO A WIRE GATE
 FG1865'ON RIGHT AT THE SOUTHWEST CORNER OF A PASTURE (THE AZIMUTH
 FG1865'MARK IS ABOUT 0.05 MILE NORTH OF THIS POINT, ON EAST SIDE
 FG1865'OF FENCE AND ABOUT 4 FEET NORTHEAST OF A LARGE OAK TREE),
 FG1865'BEAR RIGHT THROUGH GATE AND GO EAST-NORTHEAST ACROSS
 FG1865'PASTURE FOR ABOUT 0.25 MILE TO HIGHEST POINT IN PASTURE AND
 FG1865'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1195 ***********************************************************************
 GE1195  DESIGNATION -  REGIPORT
 GE1195  PID         -  GE1195
 GE1195  STATE/COUNTY-  AR/LAWRENCE
 GE1195  USGS QUAD   -  MANSON (1965)
 GE1195
 GE1195                         *CURRENT SURVEY CONTROL
 GE1195  ___________________________________________________________________
 GE1195* NAD 83(1997)-  36 07 38.71315(N)    090 55 29.43900(W)     ADJUSTED  
 GE1195* NAVD 88     -        83.4    (meters)     274.     (feet)  VERTCON   
 GE1195  ___________________________________________________________________
 GE1195  X           -     -83,250.116 (meters)                     COMP
 GE1195  Y           -  -5,157,048.292 (meters)                     COMP
 GE1195  Z           -   3,739,653.323 (meters)                     COMP
 GE1195  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 GE1195  ELLIP HEIGHT-          55.20  (meters)          (09/24/01) GPS OBS
 GE1195  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GE1195
 GE1195  HORZ ORDER  -  FIRST
 GE1195  ELLP ORDER  -  FOURTH    CLASS II
 GE1195
 GE1195.This mark is at Walnut Ridge Airport (ARG)
 GE1195
 GE1195.The horizontal coordinates were established by GPS observations
 GE1195.and adjusted by the National Geodetic Survey in September 1999..
 GE1195
 GE1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1195
 GE1195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1195
 GE1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1195
 GE1195.The ellipsoidal height was determined by GPS observations
 GE1195.and is referenced to NAD 83.
 GE1195
 GE1195.The geoid height was determined by GEOID03.
 GE1195
 GE1195;                    North         East     Units Scale Factor Converg.
 GE1195;SPC AR N     -   199,572.150   496,780.047   MT  0.99998078   +0 37 32.3
 GE1195;SPC AR N     -   654,762.96  1,629,852.54   sFT  0.99998078   +0 37 32.3
 GE1195;UTM  15      - 4,000,075.682   686,740.086   MT  1.00002969   +1 13 25.8
 GE1195
 GE1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1195!SPC AR N     -   0.99999134  x   0.99998078  =   0.99997212
 GE1195!UTM  15      -   0.99999134  x   1.00002969  =   1.00002103
 GE1195
 GE1195:                Primary Azimuth Mark                     Grid Az
 GE1195:SPC AR N     -  REGIPORT AZ MK                           179 27 22.6
 GE1195:UTM  15      -  REGIPORT AZ MK                           178 51 29.1
 GE1195
 GE1195|---------------------------------------------------------------------|
 GE1195| PID    Reference Object                     Distance      Geod. Az  |
 GE1195|                                                           dddmmss.s |
 GE1195| GE1196 REGIPORT AZ MK                      APPROX. 0.5 KM 1800454.9 |
 GE1195|---------------------------------------------------------------------|
 GE1195
 GE1195                          SUPERSEDED SURVEY CONTROL
 GE1195
 GE1195  ELLIP H (09/14/99)   55.22   (m)                       GP(       ) 4 1
 GE1195  NAD 83(1986)-  36 07 38.72425(N)    090 55 29.44054(W) AD(       ) 1
 GE1195  NGVD 29 (11/13/90)   83.4    (m)          274.     (f) GPS OBS        
 GE1195
 GE1195.Superseded values are not recommended for survey control.
 GE1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1195.See file dsdata.txt to determine how the superseded data were derived.
 GE1195
 GE1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8674000076(NAD 83)
 GE1195_MARKER: I = METAL ROD
 GE1195_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1195_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1195_STAMPING: REGIPORT 1990
 GE1195_MARK LOGO: NGS   
 GE1195_PROJECTION: FLUSH
 GE1195_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1195+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE1195_ROD/PIPE-DEPTH: 12.7 meters
 GE1195_SLEEVE-DEPTH  : 0.93 meters
 GE1195
 GE1195  HISTORY     - Date     Condition        Report By
 GE1195  HISTORY     - 1990     MONUMENTED       NGS
 GE1195  HISTORY     - 20020913 GOOD             USACE
 GE1195
 GE1195                          STATION DESCRIPTION
 GE1195
 GE1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1195'STATION IS LOCATED ABOUT 16.5 KM (10.3 MI) SOUTH-SOUTHEAST OF
 GE1195'POCAHONTAS, 15.8 KM (9.8 MI) EAST-NORTHEAST OF BLACK ROCK, 7.4 KM
 GE1195'(4.6 MI) NORTHEAST OF WALNUT RIDGE.  AT THE WALNUT RIDGE REGIONAL
 GE1195'AIRPORT. OWNERSHIP--CITY OF WALNUT RIDGE AR 72476.  AIRPORT MANAGER
 GE1195'IS DICK BOBROWSKI, BOX 108, WALNUT RIDGE AR 72476.  PHONE IS
 GE1195'501-886-5432 OR 501-886-5454.
 GE1195'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 67 AND 412 IN WEST WALNUT
 GE1195'RIDGE, GO NORTH ON U.S.HIGHWAY 67 FOR 6.39 KM (3.97 MI) TO A
 GE1195'CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD, PASSING THROUGH
 GE1195'THE SOUTHERN BAPTIST COLLEGE FOR 2.45 KM (1.52 MI) TO A T-JUNCTION.
 GE1195'TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.11 KM (0.07 MI) TO A
 GE1195'T-JUNCTION.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.29 KM
 GE1195'(0.18 MI) TO A GATE.  PASS THROUGH OR GO AROUND THE GATE AND GO EAST
 GE1195'ACROSS AN APRON FOR 0.11 KM (0.07 MI) TO A TAXIWAY. TURN LEFT AND GO
 GE1195'NORTH ON THE TAXIWAY FOR 0.37 KM (0.23 MI) TO TAXIWAY D AND THE
 GE1195'STATION ON THE RIGHT.
 GE1195'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GE1195'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET 22.0
 GE1195'M (72.2 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF TAXIWAY D, 11.6 M
 GE1195'(38.1 FT) SOUTHEAST FROM THE CURVED PAVEMENT AT THE JUNCTION OF
 GE1195'TAXIWAY D AND APRON, 11.25 M (36.91 FT) EAST FROM THE EAST EDGE OF
 GE1195'THE APRON.
 GE1195'DESCRIBED BY R.D.BALL
 GE1195
 GE1195                          STATION RECOVERY (2002)
 GE1195
 GE1195'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1196 ***********************************************************************
 GE1196  DESIGNATION -  REGIPORT AZ MK
 GE1196  PID         -  GE1196
 GE1196  STATE/COUNTY-  AR/LAWRENCE
 GE1196  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1196
 GE1196                         *CURRENT SURVEY CONTROL
 GE1196  ___________________________________________________________________
 GE1196* NAD 83(1997)-  36 07 21.78109(N)    090 55 29.46884(W)     ADJUSTED  
 GE1196* NAVD 88     -        83.0    (meters)     272.     (feet)  VERTCON   
 GE1196  ___________________________________________________________________
 GE1196  X           -     -83,255.823 (meters)                     COMP
 GE1196  Y           -  -5,157,355.592 (meters)                     COMP
 GE1196  Z           -   3,739,231.531 (meters)                     COMP
 GE1196  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GE1196  ELLIP HEIGHT-          54.79  (meters)          (09/24/01) GPS OBS
 GE1196  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GE1196
 GE1196  HORZ ORDER  -  FIRST
 GE1196  ELLP ORDER  -  FOURTH    CLASS II
 GE1196
 GE1196.This mark is at Walnut Ridge Airport (ARG)
 GE1196
 GE1196.The horizontal coordinates were established by GPS observations
 GE1196.and adjusted by the National Geodetic Survey in September 1999..
 GE1196
 GE1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1196
 GE1196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1196
 GE1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1196
 GE1196.The ellipsoidal height was determined by GPS observations
 GE1196.and is referenced to NAD 83.
 GE1196
 GE1196.The geoid height was determined by GEOID03.
 GE1196
 GE1196;                    North         East     Units Scale Factor Converg.
 GE1196;SPC AR N     -   199,050.293   496,784.999   MT  0.99998000   +0 37 32.3
 GE1196;SPC AR N     -   653,050.84  1,629,868.78   sFT  0.99998000   +0 37 32.3
 GE1196;UTM  15      - 3,999,553.880   686,750.486   MT  1.00002974   +1 13 25.3
 GE1196
 GE1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1196!SPC AR N     -   0.99999140  x   0.99998000  =   0.99997140
 GE1196!UTM  15      -   0.99999140  x   1.00002974  =   1.00002114
 GE1196
 GE1196:                Primary Azimuth Mark                     Grid Az
 GE1196:SPC AR N     -  REGIPORT                                 359 27 22.6
 GE1196:UTM  15      -  REGIPORT                                 358 51 29.6
 GE1196
 GE1196|---------------------------------------------------------------------|
 GE1196| PID    Reference Object                     Distance      Geod. Az  |
 GE1196|                                                           dddmmss.s |
 GE1196| GE1195 REGIPORT                            APPROX. 0.5 KM 0000454.9 |
 GE1196|---------------------------------------------------------------------|
 GE1196
 GE1196                          SUPERSEDED SURVEY CONTROL
 GE1196
 GE1196  ELLIP H (09/14/99)   54.81   (m)                       GP(       ) 4 1
 GE1196  NAD 83(1986)-  36 07 21.79218(N)    090 55 29.47038(W) AD(       ) 1
 GE1196  NGVD 29 (11/13/90)   83.0    (m)          272.     (f) GPS OBS        
 GE1196
 GE1196.Superseded values are not recommended for survey control.
 GE1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1196.See file dsdata.txt to determine how the superseded data were derived.
 GE1196
 GE1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8675099554(NAD 83)
 GE1196_MARKER: I = METAL ROD
 GE1196_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1196_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1196_STAMPING: REGIPORT AZ MK 1990
 GE1196_MARK LOGO: NGS   
 GE1196_PROJECTION: FLUSH
 GE1196_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1196+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1196_ROD/PIPE-DEPTH: 16.5 meters
 GE1196_SLEEVE-DEPTH  : 0.93 meters
 GE1196
 GE1196  HISTORY     - Date     Condition        Report By
 GE1196  HISTORY     - 1990     MONUMENTED       NGS
 GE1196
 GE1196                          STATION DESCRIPTION
 GE1196
 GE1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1196'STATION IS LOCATED ABOUT 16.5 KM (10.3 MI) SOUTH-SOUTHEAST OF
 GE1196'POCAHONTAS, 15.8 KM (9.8 MI) EAST-NORTHEAST OF BLACK ROCK, 7.4 KM
 GE1196'(4.6 MI) NORTHEAST OF WALNUT RIDGE.  AT THE WALNUT RIDGE REGIONAL
 GE1196'AIRPORT.  OWNERSHIP--CITY OF WALNUT RIDGE AR 72476.  AIRPORT MANAGER
 GE1196'IS DICK BOBROWSKI, BOX 108, WALNUT RIDGE AR 72476.  PHONE IS
 GE1196'501-886-5432 OR 501-886-5454.
 GE1196'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 67 AND 412 IN WEST WALNUT
 GE1196'RIDGE, GO NORTH ON U.S.HIGHWAY 67 FOR 6.39 KM (3.97 MI) TO A
 GE1196'CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD, PASSING THROUGH
 GE1196'THE SOUTHERN BAPTIST COLLEGE FOR 2.45 KM (1.52 MI) TO A T-JUNCTION.
 GE1196'TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.11 KM (0.07 MI) TO A
 GE1196'T-JUNCTION.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.29 KM
 GE1196'(0.18 MI) TO A GATE.  PASS THROUGH OR GO AROUND THE GATE AND GO EAST
 GE1196'ACROSS AN APRON FOR 0.11 KM (0.07 MI) TO A TAXIWAY. TURN RIGHT AND GO
 GE1196'SOUTH ON THE TAXIWAY FOR 0.13 KM (0.08 MI) TO TAXIWAY F AND THE
 GE1196'STATION ON THE LEFT.
 GE1196'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GE1196'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET 21.6
 GE1196'M (70.9 FT) NORTH OF THE CENTERLINE OF TAXIWAY F, 11.6 M (38.1 FT)
 GE1196'EAST FROM THE CURVED PAVEMENT AT THE JUNCTION OF TAXIWAY F AND APRON,
 GE1196'10.6 M (34.8 FT) EAST OF THE EAST EDGE OF THE APRON.
 GE1196'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2108 ***********************************************************************
 DK2108  DESIGNATION -  RELFS
 DK2108  PID         -  DK2108
 DK2108  STATE/COUNTY-  AR/LINCOLN
 DK2108  USGS QUAD   -  RELFS BLUFF (1973)
 DK2108
 DK2108                         *CURRENT SURVEY CONTROL
 DK2108  ___________________________________________________________________
 DK2108* NAD 83(1997)-  33 52 25.63492(N)    091 51 06.56721(W)     ADJUSTED  
 DK2108* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 DK2108  ___________________________________________________________________
 DK2108  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DK2108  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DK2108
 DK2108  HORZ ORDER  -  FIRST
 DK2108
 DK2108.The horizontal coordinates were established by classical geodetic methods
 DK2108.and adjusted by the National Geodetic Survey in September 1999..
 DK2108
 DK2108.The orthometric height was scaled from a topographic map.
 DK2108
 DK2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2108
 DK2108.The geoid height was determined by GEOID03.
 DK2108
 DK2108;                    North         East     Units Scale Factor Converg.
 DK2108;SPC AR S     -   533,894.180   413,708.331   MT  0.99992238   +0 04 58.6
 DK2108;SPC AR S     - 1,751,617.82  1,357,308.08   sFT  0.99992238   +0 04 58.6
 DK2108;UTM  15      - 3,748,755.013   606,190.818   MT  0.99973901   +0 38 24.0
 DK2108
 DK2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2108!SPC AR S     -   0.99998696  x   0.99992238  =   0.99990934
 DK2108!UTM  15      -   0.99998696  x   0.99973901  =   0.99972597
 DK2108
 DK2108:                Primary Azimuth Mark                     Grid Az
 DK2108:SPC AR S     -  STAR CITY MUNICIPAL TANK                 002 10 37.6
 DK2108:UTM  15      -  STAR CITY MUNICIPAL TANK                 001 37 12.2
 DK2108
 DK2108|---------------------------------------------------------------------|
 DK2108| PID    Reference Object                     Distance      Geod. Az  |
 DK2108|                                                           dddmmss.s |
 DK2108| DK2106 STAR CITY MUNICIPAL TANK            APPROX. 7.7 KM 0021536.2 |
 DK2108| EH3003 GRADY MUNICIPAL TANK                APPROX.26.7 KM 0311558.8 |
 DK2108| DK2086 TYRE FIRE TOWER 4 UNIT 7            APPROX.14.1 KM 1364101.0 |
 DK2108| CY6343 RELFS RM 1                           39.810 METERS 15827     |
 DK2108| DK2092 SAWYER                              APPROX.14.6 KM 1684206.5 |
 DK2108| DL1266 WARREN BRADLEY LUMBER LG STK        APPROX.35.9 KM 2140446.9 |
 DK2108| DL1267 WARREN BRADLEY LUMBER MILL TK       APPROX.35.8 KM 2141702.2 |
 DK2108| DL1262 WARREN SOUTHERN LUMBER CO TANK      APPROX.35.3 KM 2170420.9 |
 DK2108| DL1264 WARREN SOUTHERN LUMBER CO STK       APPROX.35.2 KM 2171258.8 |
 DK2108| CY6344 RELFS RM 2                           41.118 METERS 23326     |
 DK2108| DK2110 GLENDALE STANDARD OIL WATER TK      APPROX.13.7 KM 3142908.2 |
 DK2108| CY6342 RELFS AZ MK                                        3451151.9 |
 DK2108| DK1440 R 77                                 11.139 METERS 35512     |
 DK2108|---------------------------------------------------------------------|
 DK2108
 DK2108                          SUPERSEDED SURVEY CONTROL
 DK2108
 DK2108  NAD 83(1986)-  33 52 25.64442(N)    091 51 06.56117(W) AD(       ) 1
 DK2108  NAD 27      -  33 52 25.27700(N)    091 51 06.08200(W) AD(       ) 1
 DK2108
 DK2108.Superseded values are not recommended for survey control.
 DK2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2108.See file dsdata.txt to determine how the superseded data were derived.
 DK2108
 DK2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0619148755(NAD 83)
 DK2108_MARKER: DS = TRIANGULATION STATION DISK
 DK2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2108+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 DK2108
 DK2108  HISTORY     - Date     Condition        Report By
 DK2108  HISTORY     - 1939     MONUMENTED       CGS
 DK2108  HISTORY     - 1965     GOOD             CGS
 DK2108  HISTORY     - 1968     GOOD             USAF
 DK2108  HISTORY     - 1987     GOOD             USPSQD
 DK2108  HISTORY     - 20050608 GOOD             ARHD
 DK2108
 DK2108                          STATION DESCRIPTION
 DK2108
 DK2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2108'STATION RELFS IS ABOUT 5 MILES S OF STAR CITY, JUST W OF HIGHWAY
 DK2108'13 AT EDGE OF WOODED LAND 44 FEET OF CENTER LINE OF HIGHWAY
 DK2108'13, 13 FEET W OF N AND S FENCE LINE, 19 FEET W OF TRIANGLE
 DK2108'BLAZED 10-INCH OAK TREE WHICH IS JUST E OF FENCE LINE, 95
 DK2108'FEET NNE OF GATE LEADING TO LAND, 17 FEET SE OF 18-INCH OAK
 DK2108'TREE.  MARK PROJECTS 6 INCHES.
 DK2108'
 DK2108'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2108'BRONZE DISKS SET IN CONCRETE.
 DK2108'
 DK2108'TO REACH STATION FROM COURTHOUSE IN STAR CITY, DRIVE S ON HIGHWAY
 DK2108'13 AND 11 FOR 0.6 MILE TO INTERSECTION, CONTINUE S ON HIGHWAY
 DK2108'13 5.0 MILES TO STATION ON RIGHT.
 DK2108'
 DK2108'REFERENCE MARK NO. 1 IS S OF STATION IN E AND W FENCE LINE
 DK2108'26 FEET SW OF S END OF GATE, 24 FEET S OF CENTER LINE OF ROAD,
 DK2108'14 FEET W OF FENCE CORNER.  MARK PROJECTS 6 INCHES.  REFERENCE
 DK2108'MARK NO. 2 IS 147 FEET WSW OF TRIANGLE BLAZED OAK TREE, 161.61
 DK2108'FEET NNS OF REFERENCE MARK NO. 1 AND W OF STATION.
 DK2108'
 DK2108'AZIMUTH MARK IS 0.3 MILE N OF STATION, JUST E OF OLD ABANDONED
 DK2108'CABIN, 14 FEET E OF PICKET FENCE, 4 FEET SE OF 8-INCH FIR
 DK2108'TREE, 27 PACES W OF CENTER LINE OF HIGHWAY 13, 22 FEET N OF
 DK2108'TRIANGLE BLAZED 24-INCH OAK TREE, 33.2 FEET S OF U.S. ENGINEERS
 DK2108'DEPARTMENT, VICKSBURG DISTRICT.  MARK AT NE CORNER OF YARD.
 DK2108'
 DK2108'U.S.C. AND G. SURVEY B.M. R.77 IS NNE OF STATION, 3 FEET E OF
 DK2108'N AND S FENCE LINE, 33 FEET W OF CENTER LINE OF HIGHWAY 13.
 DK2108'MARK PROJECTS ABOUT 5 INCHES.
 DK2108'
 DK2108'A 90-FOOT TOWER WILL CLEAR LINE TO PUNTNEY, ALL OTHER LINES
 DK2108'NEED 103-FOOT TOWER.
 DK2108'
 DK2108'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DK2108
 DK2108                          STATION RECOVERY (1965)
 DK2108
 DK2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 DK2108'THE STATION WAS VISITED 6-9-65 AND STATION MARK WAS FOUND IN
 DK2108'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED AND
 DK2108'THE DISK WAS RECLAIMED AT THIS DATE.  REFERENCE MARK NO. 1
 DK2108'AND NO. 2 AND BENCH MARK R 77 WERE NOT FOUND.  REFERENCE MARK
 DK2108'NO. 1 AND BENCH MARK R 77 WERE DESTROYED WHEN ROAD WAS WIDENED.
 DK2108'REFERENCE MARK NO. 2 SHOULD BE UNDER THE HOUSE IN THAT VICINITY.
 DK2108'THE STATION IS ON RIGHT-OF-WAY OF STATE HIGHWAY 81 WHICH IS
 DK2108'IN THE PROCESS OF BEING IMPROVED.  REFERENCE MARK NO. 3 AND
 DK2108'NO.  4 WERE ESTABLISHED AT THIS DATE, BUT WERE NOT TIED DOWN TO
 DK2108'THE AZIMUTH OF THE MAIN SCHEME.  MERELY AS A REFERENCE SHOULD
 DK2108'THE STATION BE DESTROYED DURING ROAD CONSTRUCTION.  A NEW
 DK2108'DESCRIPTION FOLLOWS.
 DK2108'
 DK2108'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF STAR CITY ON
 DK2108'THE RIGHT-OF-WAY OF STATE HIGHWAY 81, BORDERING PROPERTY OWNED
 DK2108'BY A MR. HACKNEY, IN THE NORTHEAST CORNER OF THE YARD, 42
 DK2108'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 81, 99.5 FEET EAST
 DK2108'NORTHEAST OF NORTHEAST CORNER OF MR. HACKNEYS HOUSE, 38 FEET
 DK2108'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, 21.8
 DK2108'FEET NORTHWEST OF A BOLT DRIVEN IN A 12-INCH OAK TREE ON
 DK2108'SOUTHWEST SIDE OF THE ROAD, 103 FEET NORTH OF THE
 DK2108'CENTERLINE OF SIDE ROAD LEADING SOUTHWEST, 1 FOOT WEST OF A
 DK2108'METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED RELFS
 DK2108'1939.  PROJECTS 4-INCHES.
 DK2108'
 DK2108'REFERENCE MARK NO. 3 IS 62.58 FEET SOUTH OF THE STATION, 53.2
 DK2108'FEET WEST OF THE CENTERLINE OF ROAD, 44 FEET NORTH OF THE
 DK2108'CENTERLINE OF ROAD LEADING SOUTHWEST, 93 FEET EAST OF SOUTHEAST
 DK2108'CORNER OF HOUSE, 8.6 FEET NORTH OF A 2 FOOT OAK TREE.  IT IS
 DK2108'A STANDARD DISK STAMPED RELFS NO. 3 1939.  FLUSH
 DK2108'WITH GROUND.
 DK2108'
 DK2108'REFERENCE MARK NO. 4 IS 57.19 FEET WEST OF STATION, 109 FEET
 DK2108'WEST OF THE CENTERLINE OF STATE HIGHWAY 81, 52 FEET NORTH-NORTHEAST
 DK2108'OF NORTHEAST CORNER OF MR. HACKNEYS HOUSE AND IN LINE WITH
 DK2108'POWER POLE AND NORTHEAST CORNER OF HOUSE UNDER POWER LINE,
 DK2108'1 FOOT SOUTH OF A FENCE LINE, 51.5 FEET WEST NORTHWEST OF A
 DK2108'12-INCH OAK TREE, 54.5 FEET SOUTH SOUTHWEST OF A POWER POLE.
 DK2108'IT IS A STANDARD DISK STAMPED RELFS NO. 4 1939.
 DK2108'PROJECTS 4-INCHES.
 DK2108'
 DK2108'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 93.20
 DK2108'FEET.  NO AZIMUTH MARK ESTABLISHED AT THIS DATE.
 DK2108'
 DK2108'TO REACH THE STATION FROM THE LINCOLN COUNTY COURTHOUSE AT
 DK2108'STAR CITY, GO SOUTH ON STATE HIGHWAY 81 FOR 4.55 MILES TO A
 DK2108'SIDE ROAD RIGHT AND STATION ON THE RIGHT.
 DK2108
 DK2108                          STATION RECOVERY (1968)
 DK2108
 DK2108'RECOVERY NOTE BY US AIR FORCE 1968
 DK2108'STATION AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED IN GOOD
 DK2108'CONDITION.  NO AZIMUTH MARK HAD BEEN RE-ESTABLISHED IN 1965.  THE
 DK2108'ROUTE DESCRIPTION WAS SUFFICIENT.
 DK2108
 DK2108                          STATION RECOVERY (1987)
 DK2108
 DK2108'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 DK2108'RECOVERED IN GOOD CONDITION.
 DK2108
 DK2108                          STATION RECOVERY (2005)
 DK2108
 DK2108'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1764 ***********************************************************************
 FG1764  DESIGNATION -  REMOVE
 FG1764  PID         -  FG1764
 FG1764  STATE/COUNTY-  AR/CONWAY
 FG1764  USGS QUAD   -  HATTIEVILLE (1991)
 FG1764
 FG1764                         *CURRENT SURVEY CONTROL
 FG1764  ___________________________________________________________________
 FG1764* NAD 83(1997)-  35 16 47.52557(N)    092 49 21.44874(W)     ADJUSTED  
 FG1764* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 FG1764  ___________________________________________________________________
 FG1764  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 FG1764  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FG1764
 FG1764  HORZ ORDER  -  FIRST
 FG1764
 FG1764.The horizontal coordinates were established by classical geodetic methods
 FG1764.and adjusted by the National Geodetic Survey in September 1999..
 FG1764
 FG1764.The orthometric height was scaled from a topographic map.
 FG1764
 FG1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1764
 FG1764.The geoid height was determined by GEOID03.
 FG1764
 FG1764;                    North         East     Units Scale Factor Converg.
 FG1764;SPC AR N     -   105,322.441   325,165.304   MT  0.99994996   -0 28 43.3
 FG1764;SPC AR N     -   345,545.38  1,066,813.17   sFT  0.99994996   -0 28 43.3
 FG1764;UTM  15      - 3,904,094.524   516,130.499   MT  0.99960321   +0 06 08.8
 FG1764
 FG1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1764!SPC AR N     -   0.99997531  x   0.99994996  =   0.99992527
 FG1764!UTM  15      -   0.99997531  x   0.99960321  =   0.99957853
 FG1764
 FG1764:                Primary Azimuth Mark                     Grid Az
 FG1764:SPC AR N     -  G 67                                     015 00 58.9
 FG1764:UTM  15      -  G 67                                     014 26 06.8
 FG1764
 FG1764|---------------------------------------------------------------------|
 FG1764| PID    Reference Object                     Distance      Geod. Az  |
 FG1764|                                                           dddmmss.s |
 FG1764| FG0482 G 67                                               0143215.6 |
 FG1764| CI2159 REMOVE AZ MK                                       0184630.7 |
 FG1764| CI2160 REMOVE RM 1                          24.137 METERS 04317     |
 FG1764| CI2161 REMOVE RM 2                          32.043 METERS 12629     |
 FG1764|---------------------------------------------------------------------|
 FG1764
 FG1764                          SUPERSEDED SURVEY CONTROL
 FG1764
 FG1764  NAD 83(1986)-  35 16 47.54083(N)    092 49 21.44398(W) AD(       ) 1
 FG1764  NAD 27      -  35 16 47.24500(N)    092 49 20.84500(W) AD(       ) 1
 FG1764
 FG1764.Superseded values are not recommended for survey control.
 FG1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1764.See file dsdata.txt to determine how the superseded data were derived.
 FG1764
 FG1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1613004095(NAD 83)
 FG1764_MARKER: DS = TRIANGULATION STATION DISK
 FG1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1764
 FG1764  HISTORY     - Date     Condition        Report By
 FG1764  HISTORY     - 1940     MONUMENTED       CGS
 FG1764  HISTORY     - 1954     GOOD             CGS
 FG1764  HISTORY     - 1962     GOOD             CGS
 FG1764  HISTORY     - 1967     GOOD             CGS
 FG1764
 FG1764                          STATION DESCRIPTION
 FG1764
 FG1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1764'THIS STATION IS LOCATED ABOUT 7 MILES ENE OF ATKINS, 10
 FG1764'MILES NW OF MORRILTON 2 MILES WSW OF HATTIEVILLE, ON THE
 FG1764'SE AND HIGHEST POINT OF A RIDGE THAT EXTENDS SE INTO THE
 FG1764'LOW LANDS BETWEEN THE E AND W FORKS OF POINT REMOVE CREEK.
 FG1764'
 FG1764'SURFACE, UNDERGROUND AND REFERENCE MARK NO.2 ARE STANDARD
 FG1764'DISKS SET IN CONCRETE.
 FG1764'
 FG1764'STATION MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND, AND
 FG1764'IS STAMPED REMOVE 1940.  IT IS 11.5 FEET NW OF A WHITE REFERENCE
 FG1764'POST, 11.0 FEET SE OF A 6-INCH OAK TREE WITH TRIANGLE BLAZE,
 FG1764'AND 16.0 FEET N OF THE N EDGE OF CULTIVATED FIELD.
 FG1764'
 FG1764'REFERENCE MARK NO.1 AND AZIMUTH MARK ARE STANDARD DISKS
 FG1764'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FG1764'
 FG1764'REFERENCE MARK NO.1 STAMPED REMOVE NO.1 1940 IS ABOUT 5.0
 FG1764'FEET LOWER THAN THE STATION, 8.0 FEET N OF THE CENTER LINE
 FG1764'OF ROAD, AND 27.0 FEET WNW OF A 2 1/2-FOOT OAK TREE.
 FG1764'
 FG1764'REFERENCE MARK NO.2 STAMPED REMOVE NO.2 1940 PROJECTS
 FG1764'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 3 FEET LOWER
 FG1764'THAN THE STATION, AND 51.0 FEET S OF THE CENTER LINE OF
 FG1764'DIM ROAD.
 FG1764'
 FG1764'AZIMUTH MARK STAMPED REMOVE 1940 IS 12.0 FEET S OF FENCE,
 FG1764'AND 51.8 FEET N OF THE CENTER LINE OF DIRT ROAD.
 FG1764'
 FG1764'TO REACH THE STATION FROM HATTIEVILLE GO W 1.15 MILES TO
 FG1764'FORK, TAKE LEFT FORK AND CONTINUE W 0.45 MILE, TURN LEFT AND
 FG1764'FOLLOW ROAD SW 0.9 MILE, TURN LEFT ONTO ROAD LEADING S,
 FG1764'PASSING TO THE RIGHT (W) OF A BARN WITH TIN ROOF, AND GO
 FG1764'1.25 MILES, TURN LEFT ON VERY DIM ROAD, THAT IS ABOUT 40
 FG1764'YARDS S OF THE SUMMIT OF RIDGE, ON THE S SIDE OF LARGE OAK
 FG1764'TREE WITH AN ARROW ON IT AND GO 0.05 MILE TO WASHOUT.  TAKE
 FG1764'OLD ROAD BED ON THE S SIDE OF WASHOUT AND GO LEFT (E) 0.1
 FG1764'MILE TO DIM FORK.  TAKE LEFT FORK AND GO 0.55 MILE TO A
 FG1764'PLAIN ROAD LEADING (E) TO TOP OF RIDGE, TURN RIGHT (E) AND
 FG1764'GO 0.35 MILE TO AN OLD HOUSE AND BARN.  CONTINUE 0.1 MILE
 FG1764'TO STATION THAT IS ABOUT 100 YARDS E OF OLD BARN.
 FG1764'
 FG1764'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 FG1764
 FG1764                          STATION RECOVERY (1954)
 FG1764
 FG1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1764'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FG1764'OLD HOUSE AT THE STATION SITE HAS BEEN TORN DOWN AND REMOVED.
 FG1764'DUE TO CHANGES IN THE ROADS, THE OLD TO REACH WAS INADEQUATE.
 FG1764'NEW TO REACH FOLLOWS-
 FG1764'
 FG1764'TO REACH THE STATION FROM HATTIEVILLE, GO W FOR 1.15 MI.
 FG1764'TO FORKS, TAKE THE LEFT FORK AND GO 0.45 MI. TO A SIDE ROAD
 FG1764'LEFT, TURN LEFT AND GO S FOR 0.4 MI. TO REVERSE Y ON THE
 FG1764'RIGHT, TURN SHARP RIGHT AND GO 0.8 MI. TO A SIDE ROAD LEFT,
 FG1764'TURN LEFT ON A ROUGH AND WASHED-OUT ROAD AND GO 0.75 MI.
 FG1764'TO A BARBED-WIRE FENCE CORNER ON THE LEFT AND AN OLD TRACK
 FG1764'ROAD ON THE LEFT, TURN LEFT ON THE TRACK ROAD FOR 0.15 MI.
 FG1764'TO THE TOP OF THE RIDGE, THENCE LEFT AND FOLLOW THE RIDGE
 FG1764'TO THE E END AND THE HIGHEST POINT AND THE STATION.  THE LAST
 FG1764'TWO MILEAGES WERE WALKED AND ESTIMATED.
 FG1764'
 FG1764'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1764
 FG1764                          STATION RECOVERY (1962)
 FG1764
 FG1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1764'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 FG1764'NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS
 FG1764'AND DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE
 FG1764'AZIMUTH MARK WAS NOT RECOVERED, ABOUT THIRTY MINUTES WAS
 FG1764'SPENT SEARCHING FOR THE MARK.  BENCH MARK G 67 WAS USED
 FG1764'AS THE AZIMUTH MARK.
 FG1764'
 FG1764'A COMPLETE NEW DESCRIPTION FOLLOWS-
 FG1764'
 FG1764'THE STATION IS 7-1/4 MILES NORTHEAST OF ATKINS, 5 MILES
 FG1764'NORTH OF KENWOOD, 2 MILES SOUTHWEST OF HATTIEVILLE, ON THE
 FG1764'HIGHEST PART OF A LONE, TIMBERED RIDGE, AND ON PROPERTY
 FG1764'OWNED BY MR. F.M. BAUGHMAN.
 FG1764'
 FG1764'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE
 FG1764'OF HATTIEVILLE, GO WESTERLY ON STATE HIGHWAY 213 FOR 1.1
 FG1764'MILES TO WHERE STATE HIGHWAY 213 TURNS SHARP RIGHT.  CONTINUE
 FG1764'AHEAD, WESTERLY ON A GRAVEL ROAD FOR 0.6 MILE TO A SIDE ROAD
 FG1764'ON THE LEFT.* TURN LEFT AND GO SOUTH AND SOUTHWEST ON A
 FG1764'GRAVEL ROAD FOR 0.5 MILE TO A DIAGONAL CROSSROAD.  CONTINUE
 FG1764'AHEAD SOUTHWESTERLY FOR 0.25 MILE TO A FORK.  TAKE THE LEFT
 FG1764'FORK AND GO SOUTHERLY ON A GRAVEL ROAD FOR 1.0 MILE TO A
 FG1764'TRACK ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON THE
 FG1764'TRACK ROAD FOR 0.15 MILE TO A FORK AND A TREE WITH A
 FG1764'TRIANGULAR BLAZE.  TAKE THE LEFT FORK AND GO UPHILL FOR 0.25
 FG1764'MILE TO A FENCE CORNER AND A DIM TRACK ROAD AHEAD.
 FG1764'CONTINUE STRAIGHT AHEAD, NORTH AND EAST ON THE DIM TRACK
 FG1764'ROAD, ACROSS AN OPEN FIELD FOR 0.2 MILE TO A FENCE.
 FG1764'(PERMISSION WAS OBTAINED FROM THE PROPERTY OWNER TO
 FG1764'CROSS FENCE AT THIS POINT.) CROSS THE FENCE AND CONTINUE
 FG1764'EASTERLY UPHILL FOR 0.2 MILE TO THE REMAINS OF A
 FG1764'FOUNDATION OF AN OLD HOUSE.  CONTINUE SOUTHEAST THROUGH THE
 FG1764'TIMBER FOR 0.1 MILE TO THE STATION AT THE NORTH EDGE OF A
 FG1764'CLEARING.
 FG1764'
 FG1764'STATION MARK, A STANDARD DISK STAMPED REMOVE 1940, IS SET
 FG1764'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 FG1764'23 FEET SOUTHEAST OF A 20-INCH TREE WITH A TRIANGULAR BLAZE,
 FG1764'11.4 FEET EAST OF A METAL WITNESS POST AND AT THE SOUTH
 FG1764'EDGE OF THE TIMBER.  THE UNDERGROUND DISK WAS NOT INSPECTED
 FG1764'BY THIS PARTY.
 FG1764'
 FG1764'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REMOVE NO 1 1940,
 FG1764'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FG1764'PROJECTS 1 FOOT ON THE NORTH SIDE.  IT IS 5 FEET LOWER IN
 FG1764'ELEVATION THAN THE STATION.
 FG1764'
 FG1764'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED REMOVE NO 2 1940,
 FG1764'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FG1764'IT IS NEAR THE SOUTH EDGE OF THE TIMBER AND THE SAME ELEVATION
 FG1764'AS THE STATION.
 FG1764'
 FG1764'B.M. G 67, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 FG1764'DISK STAMPED G 67 1935, IS SET IN A SQUARE CONCRETE POST
 FG1764'WHICH PROJECTS 5 INCHES.  IT IS 61 FEET NORTHEAST OF THE
 FG1764'CENTER OF A GRAVEL ROAD, 61 FEET SOUTHWEST OF THE SOUTHWEST
 FG1764'CORNER OF A HOUSE, 35 FEET SOUTH OF A POWER POLE, 1.3 FEET
 FG1764'EAST OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A ROCK
 FG1764'WALL.
 FG1764'
 FG1764'* TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 FG1764'AHEAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FG1764'
 FG1764'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FG1764'
 FG1764'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 FG1764
 FG1764                          STATION RECOVERY (1967)
 FG1764
 FG1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1764'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE
 FG1764'1962 DESCRIPTION BY J.K. RICHARDS IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1056 ***********************************************************************
 GE1056  DESIGNATION -  REYNO
 GE1056  PID         -  GE1056
 GE1056  STATE/COUNTY-  AR/RANDOLPH
 GE1056  USGS QUAD   -  REYNO (1980)
 GE1056
 GE1056                         *CURRENT SURVEY CONTROL
 GE1056  ___________________________________________________________________
 GE1056* NAD 83(1997)-  36 21 35.35545(N)    090 45 31.95170(W)     ADJUSTED  
 GE1056* NAVD 88     -        85.31   (+/-2cm)     279.9    (feet)  VERTCON   
 GE1056  ___________________________________________________________________
 GE1056  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GE1056  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GE1056
 GE1056  HORZ ORDER  -  THIRD
 GE1056  VERT ORDER  -  THIRD ? (See Below)
 GE1056
 GE1056.The horizontal coordinates were established by classical geodetic methods
 GE1056.and adjusted by the National Geodetic Survey in September 1999..
 GE1056
 GE1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1056.The vertical order pertains to the NGVD 29 superseded value.
 GE1056
 GE1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1056
 GE1056.The geoid height was determined by GEOID03.
 GE1056
 GE1056;                    North         East     Units Scale Factor Converg.
 GE1056;SPC AR N     -   225,533.887   511,393.916   MT  1.00002745   +0 43 20.0
 GE1056;SPC AR N     -   739,939.09  1,677,798.21   sFT  1.00002745   +0 43 20.0
 GE1056;UTM  15      - 4,026,191.231   701,081.040   MT  1.00009820   +1 19 44.8
 GE1056
 GE1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1056!SPC AR N     -   0.99999110  x   1.00002745  =   1.00001855
 GE1056!UTM  15      -   0.99999110  x   1.00009820  =   1.00008929
 GE1056
 GE1056|---------------------------------------------------------------------|
 GE1056| PID    Reference Object                     Distance      Geod. Az  |
 GE1056|                                                           dddmmss.s |
 GE1056| CI5373 REYNO RM 1                           21.177 METERS 07735     |
 GE1056| GE0274 S 25                                  8.001 METERS 15623     |
 GE1056| CI5372 REYNO AZ MK                                        1684034.8 |
 GE1056|---------------------------------------------------------------------|
 GE1056
 GE1056                          SUPERSEDED SURVEY CONTROL
 GE1056
 GE1056  NAD 83(1986)-  36 21 35.36255(N)    090 45 31.95155(W) AD(       ) 3
 GE1056  NAD 27      -  36 21 35.13060(N)    090 45 31.53650(W) AD(       ) 3
 GE1056  NGVD 29 (07/19/86)   85.27   (m)          279.8    (f) LEVELING    3  
 GE1056
 GE1056.Superseded values are not recommended for survey control.
 GE1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1056.See file dsdata.txt to determine how the superseded data were derived.
 GE1056
 GE1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0108126191(NAD 83)
 GE1056_MARKER: DS = TRIANGULATION STATION DISK
 GE1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1056
 GE1056  HISTORY     - Date     Condition        Report By
 GE1056  HISTORY     - 1955     MONUMENTED       CGS
 GE1056  HISTORY     - 20020914 MARK NOT FOUND   USACE
 GE1056
 GE1056                          STATION DESCRIPTION
 GE1056
 GE1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1056'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE REYNO
 GE1056'ELEMENTARY SCHOOL GROUND WHICH IS IN THE SOUTHERN EDGE OF REYNO.
 GE1056'IT IS 219 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL, 65
 GE1056'FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAYS 62 AND 67, 50
 GE1056'FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 28 FEET NORTHWEST
 GE1056'OF THE WEST EDGE OF A SIDEWALK.
 GE1056'
 GE1056'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 GE1056'THE DISK IS STAMPED REYNO 1955.
 GE1056'
 GE1056'REFERENCE MARK 1 IS 39 FEET NORTHWEST OF THE CENTER OF THE
 GE1056'HIGHWAY, 36 FEET SOUTHEAST OF A 36-INCH OAK TREE AND 1 FOOT
 GE1056'NORTHWEST OF THE EDGE OF THE SIDEWALK.  THE MARK IS FLUSH WITH
 GE1056'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED REYNO NO 1
 GE1056'1955.  BENCH MARK S 25 WAS USED AS REFERENCE MARK 2.  IT IS
 GE1056'A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 GE1056'IN THE TOP OF AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS 2
 GE1056'INCHES.  THE MARK IS 2 FEET NORTHWEST OF THE EDGE OF THE
 GE1056'SIDEWALK AND THE DISK IS STAMPED S 25 1932.
 GE1056'
 GE1056'THE AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF A GRAVEL
 GE1056'ROAD, 4 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST AND 2
 GE1056'FEET SOUTHWEST OF A POWERLINE POLE.  THE MARK PROJECTS 3 INCHES
 GE1056'AND THE DISK IS STAMPED REYNO 1955.
 GE1056'
 GE1056'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE1056
 GE1056                          STATION RECOVERY (2002)
 GE1056
 GE1056'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1761 ***********************************************************************
 EJ1761  DESIGNATION -  REYNOLDS
 EJ1761  PID         -  EJ1761
 EJ1761  STATE/COUNTY-  AR/FAULKNER
 EJ1761  USGS QUAD   -  MAYFLOWER (1987)
 EJ1761
 EJ1761                         *CURRENT SURVEY CONTROL
 EJ1761  ___________________________________________________________________
 EJ1761* NAD 83(1997)-  34 58 33.14602(N)    092 28 18.00379(W)     ADJUSTED  
 EJ1761* NAVD 88     -       232.8    (meters)     764.     (feet)  VERTCON   
 EJ1761  ___________________________________________________________________
 EJ1761  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 EJ1761  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EJ1761
 EJ1761  HORZ ORDER  -  FIRST
 EJ1761
 EJ1761.The horizontal coordinates were established by classical geodetic methods
 EJ1761.and adjusted by the National Geodetic Survey in September 1999..
 EJ1761
 EJ1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1761
 EJ1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1761
 EJ1761.The geoid height was determined by GEOID03.
 EJ1761
 EJ1761;                    North         East     Units Scale Factor Converg.
 EJ1761;SPC AR N     -    71,388.031   356,930.196   MT  0.99999191   -0 16 28.1
 EJ1761;SPC AR N     -   234,212.23  1,171,028.48   sFT  0.99999191   -0 16 28.1
 EJ1761;SPC AR S     -   656,232.785   356,927.537   MT  1.00005336   -0 15 50.4
 EJ1761;SPC AR S     - 2,152,990.40  1,171,019.76   sFT  1.00005336   -0 15 50.4
 EJ1761;UTM  15      - 3,870,495.035   548,225.577   MT  0.99962866   +0 18 10.3
 EJ1761
 EJ1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1761!SPC AR N     -   0.99996781  x   0.99999191  =   0.99995972
 EJ1761!SPC AR S     -   0.99996781  x   1.00005336  =   1.00002117
 EJ1761!UTM  15      -   0.99996781  x   0.99962866  =   0.99959648
 EJ1761
 EJ1761|---------------------------------------------------------------------|
 EJ1761| PID    Reference Object                     Distance      Geod. Az  |
 EJ1761|                                                           dddmmss.s |
 EJ1761| CY6351 REYNOLDS RM 2                         9.150 METERS 10518     |
 EJ1761| CY6350 REYNOLDS RM 1                         4.030 METERS 21925     |
 EJ1761|---------------------------------------------------------------------|
 EJ1761
 EJ1761                          SUPERSEDED SURVEY CONTROL
 EJ1761
 EJ1761  NAD 83(1986)-  34 58 33.16214(N)    092 28 17.99331(W) AD(       ) 1
 EJ1761  NAD 27      -  34 58 32.84600(N)    092 28 17.42400(W) AD(       ) 1
 EJ1761  NGVD 29 (07/19/86)  232.8    (m)          764.     (f) VERT ANG       
 EJ1761
 EJ1761.Superseded values are not recommended for survey control.
 EJ1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1761.See file dsdata.txt to determine how the superseded data were derived.
 EJ1761
 EJ1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4822670495(NAD 83)
 EJ1761_MARKER: DS = TRIANGULATION STATION DISK
 EJ1761_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1761_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EJ1761
 EJ1761  HISTORY     - Date     Condition        Report By
 EJ1761  HISTORY     - 1916     MONUMENTED       CGS
 EJ1761  HISTORY     - 1935     SEE DESCRIPTION  ARGS
 EJ1761  HISTORY     - 1936     GOOD             ARGS
 EJ1761  HISTORY     - 1938     SEE DESCRIPTION  USFS
 EJ1761  HISTORY     - 1940     SEE DESCRIPTION  CGS
 EJ1761
 EJ1761                          STATION DESCRIPTION
 EJ1761
 EJ1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EJ1761'STATION IS 3 MILES N OF W FROM MAYFLOWER, ON HIGHEST GROUND, ABOUT
 EJ1761'5 METERS (16 FEET) N OF S EDGE OF TOP OF PROMINENT WOODED RIDGE
 EJ1761'KNOWN AS HIGH POINT.
 EJ1761'
 EJ1761'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 EJ1761'HOLES IN OUTCROPPING BEDROCK.
 EJ1761'
 EJ1761'REFERENCE MARK NO.1 IS 4.03 METERS (13.2 FEET) FROM STATION,
 EJ1761'S 39 DEG 23 MIN W.
 EJ1761'
 EJ1761'REFERENCE MARK NO.2 IS 9.15 METERS (30 FEET) FROM STATION,
 EJ1761'S 74 DEG 43 MIN E.  ELEVATION OF STATION MARK IS 232.8
 EJ1761'METERS (764 FEET).
 EJ1761
 EJ1761                          STATION RECOVERY (1935)
 EJ1761
 EJ1761'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 EJ1761'STATION IS NOW MARKED WITH A U.S. COAST AND GEODETIC SURVEY AND
 EJ1761'STATE SURVEY TABLET BENCH MARK TYPE.  THE TABLETS OF BOTH REFERENCE
 EJ1761'MARKS ARE GONE BUT SPINDLES ARE STILL IN PLACE.  DISTANCES FROM
 EJ1761'BOTH SPINDLES CHECKED THE NEW MARKER.  OTHERWISE, THE ORIGINAL
 EJ1761'DESCRIPTION IS GOOD.
 EJ1761
 EJ1761                          STATION RECOVERY (1936)
 EJ1761
 EJ1761'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1936
 EJ1761'STATION RECOVERED AND THE ORIGINAL DESCRIPTION IS GOOD.
 EJ1761'BRASS PLATES ON STATION AND ON REFERENCE MARKERS HAVE BEEN
 EJ1761'REMOVED.  HOLE IN ROCK AT STATION AND REFERENCE MARKER PLATE
 EJ1761'SHAFTS ARE STILL IN PLACE.
 EJ1761
 EJ1761                          STATION RECOVERY (1938)
 EJ1761
 EJ1761'RECOVERY NOTE BY US FOREST SERVICE 1938
 EJ1761'STATION RECOVERED AND THE ORIGINAL DESCRIPTION REMAINS UNCHANGED.
 EJ1761'HOWEVER, THE STATION DISK HAS BEEN REMOVED FROM THE BEDROCK
 EJ1761'LEAVING ONLY THE SHAFT HOLE.  BOTH REFERENCE MARKERS HAVE HAD
 EJ1761'THE TOP OF THE DISK BROKEN OFF BUT THE SHAFTS OF BOTH REMAIN
 EJ1761'IN PLACE IN BEDROCK.
 EJ1761
 EJ1761                          STATION RECOVERY (1940)
 EJ1761
 EJ1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1761'STATION RECOVERED AND ONLY THE DRILL HOLES OF THE STATION AND
 EJ1761'REFERENCE MARK NO.1 WERE FOUND INTACT.
 EJ1761'
 EJ1761'THE BOULDER CONTAINING THE STATION DRILL HOLE WAS FOUND TO HAVE A
 EJ1761'LARGE CRACK RUNNING THROUGH THE DRILL HOLE, AND WAS, THEREFORE
 EJ1761'CONSIDERED UNSUITABLE FOR A PERMANENT STATION MARK.  A NEW
 EJ1761'STATION, REYNOLDS 2, 1940 WAS ESTABLISHED 2.614 METERS NW OF THE
 EJ1761'OLD STATION.
 EJ1761'
 EJ1761'REFERENCE MARK NO.1 WAS FOUND INTACT.  THE DISTANCE FROM THE
 EJ1761'STATION TO REFERENCE MARK NO.1 CHECKED THE OLD MEASURED
 EJ1761'DISTANCE.
 EJ1761'
 EJ1761'REFERENCE MARK NO.2 WAS FOUND TO HAVE BEEN DESTROYED, DUE
 EJ1761'TO THE BOULDER HAVING BEEN MOVED AND TURNED OVER.
 EJ1761'
 EJ1761'THE DISTANCE FROM REYNOLDS 1916 TO REFERENCE MARK NO.1, 1916
 EJ1761'IS 13.2 FEET SSW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1762 ***********************************************************************
 EJ1762  DESIGNATION -  REYNOLDS 2
 EJ1762  PID         -  EJ1762
 EJ1762  STATE/COUNTY-  AR/FAULKNER
 EJ1762  USGS QUAD   -  MAYFLOWER (1987)
 EJ1762
 EJ1762                         *CURRENT SURVEY CONTROL
 EJ1762  ___________________________________________________________________
 EJ1762* NAD 83(1997)-  34 58 33.23070(N)    092 28 17.99779(W)     ADJUSTED  
 EJ1762* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 EJ1762  ___________________________________________________________________
 EJ1762  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 EJ1762  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EJ1762
 EJ1762  HORZ ORDER  -  FIRST
 EJ1762
 EJ1762.The horizontal coordinates were established by classical geodetic methods
 EJ1762.and adjusted by the National Geodetic Survey in September 1999..
 EJ1762
 EJ1762.The orthometric height was scaled from a topographic map.
 EJ1762
 EJ1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1762
 EJ1762.The geoid height was determined by GEOID03.
 EJ1762
 EJ1762;                    North         East     Units Scale Factor Converg.
 EJ1762;SPC AR N     -    71,390.640   356,930.361   MT  0.99999190   -0 16 28.1
 EJ1762;SPC AR N     -   234,220.79  1,171,029.03   sFT  0.99999190   -0 16 28.1
 EJ1762;SPC AR S     -   656,235.394   356,927.701   MT  1.00005337   -0 15 50.4
 EJ1762;SPC AR S     - 2,152,998.96  1,171,020.30   sFT  1.00005337   -0 15 50.4
 EJ1762;UTM  15      - 3,870,497.644   548,225.716   MT  0.99962866   +0 18 10.3
 EJ1762
 EJ1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1762!SPC AR N     -   0.99996778  x   0.99999190  =   0.99995968
 EJ1762!SPC AR S     -   0.99996778  x   1.00005337  =   1.00002115
 EJ1762!UTM  15      -   0.99996778  x   0.99962866  =   0.99959645
 EJ1762
 EJ1762|---------------------------------------------------------------------|
 EJ1762| PID    Reference Object                     Distance      Geod. Az  |
 EJ1762|                                                           dddmmss.s |
 EJ1762| CY6353 REYNOLDS 2 RM 1                      15.838 METERS 12803     |
 EJ1762| EJ1761 REYNOLDS                              2.614 METERS 18320     |
 EJ1762| CY6350 REYNOLDS RM 1                         6.303 METERS 20548     |
 EJ1762| CY6354 REYNOLDS 2 RM 2                       7.610 METERS 24632     |
 EJ1762| CY6352 REYNOLDS 2 AZ MK                                   2831034.8 |
 EJ1762|---------------------------------------------------------------------|
 EJ1762
 EJ1762                          SUPERSEDED SURVEY CONTROL
 EJ1762
 EJ1762  NAD 83(1986)-  34 58 33.24685(N)    092 28 17.98730(W) AD(       ) 1
 EJ1762  NAD 27      -  34 58 32.93100(N)    092 28 17.41800(W) AD(       ) 1
 EJ1762
 EJ1762.Superseded values are not recommended for survey control.
 EJ1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1762.See file dsdata.txt to determine how the superseded data were derived.
 EJ1762
 EJ1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4822670498(NAD 83)
 EJ1762_MARKER: DS = TRIANGULATION STATION DISK
 EJ1762_SETTING: 80 = SET IN A BOULDER
 EJ1762_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ1762
 EJ1762  HISTORY     - Date     Condition        Report By
 EJ1762  HISTORY     - 1940     MONUMENTED       CGS
 EJ1762  HISTORY     - 1967     GOOD             CGS
 EJ1762
 EJ1762                          STATION DESCRIPTION
 EJ1762
 EJ1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1762'STATION IS LOCATED ABOUT 3 MILES NW OF THE TOWN OF MAYFLOWER ON
 EJ1762'THE HIGHEST POINT OF A TIMBERED RIDGE, LOCALLY KNOWN AS HIGH
 EJ1762'POINT.
 EJ1762'
 EJ1762'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 EJ1762'DRILL HOLES IN BOULDERS AS DESCRIBED.
 EJ1762'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE AS DESCRIBED.
 EJ1762'
 EJ1762'STATION MARK IS ABOUT 10 INCHES BELOW THE SURFACE AND IS
 EJ1762'2.614 METERS NW OF STATION REYNOLDS 1916, 18 FEET E OF A
 EJ1762'TRIANGLE-BLAZED 5-INCH OAK TREE, AND 19 FEET S OF A WHITE REFERENCE
 EJ1762'POST, AND STAMPED REYNOLDS 2, 1940.
 EJ1762'
 EJ1762'REFERENCE MARK NO.1 IS AT EDGE OF BLUFF AND IS ON LEVEL WITH
 EJ1762'STATION, STAMPED REYNOLDS 2 NO.1, 1940.
 EJ1762'
 EJ1762'REFERENCE MARK NO.2 IS AT THE EDGE OF THE BLUFF AND IS ABOUT 2
 EJ1762'FEET LOWER THAN THE STATION, STAMPED REYNOLDS 2, NO.2, 1940.
 EJ1762'
 EJ1762'REFERENCE MARK NO.1 1916 IS AT THE EDGE OF THE BLUFF AND IS
 EJ1762'ABOUT 1 FOOT LOWER THAN STATION REYNOLDS 1940.
 EJ1762'
 EJ1762'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS 27 FEET N OF THE
 EJ1762'CENTER OF THE MAIN ROAD AND 5 FEET E OF A WHITE REFERENCE POST,
 EJ1762'STAMPED REYNOLDS 2, 1940.
 EJ1762'
 EJ1762'STATION REYNOLDS 1916 IS IN A LARGE BOULDER FLUSH WITH THE
 EJ1762'GROUND AND IS 2.614 METERS SE OF STATION REYNOLDS 2, 1940.
 EJ1762'
 EJ1762'TO REACH STATION FROM THE POST OFFICE IN THE TOWN OF MAYFLOWER,
 EJ1762'GO W ON MAIN GRAVEL ROAD 4.4 MILES TO BERYL EMMONS MAIL BOX
 EJ1762'ON THE RIGHT, CONTINUE 0.3 MILE TO THE AZIMUTH MARK ON THE
 EJ1762'RIGHT (N) SIDE OF THE ROAD, CONTINUE 0.3 MILE TO A DIRT ROAD
 EJ1762'RIGHT (N), TURN RIGHT AND GO 1.1 MILES (FOLLOWING MAIN DIRT
 EJ1762'ROAD) TO A TRACK ROAD TO THE RIGHT (E), TURN RIGHT AND GO 0.1
 EJ1762'MILE TO A FORK, TAKE RIGHT FORK (S) UP HILL 0.35 MILE TO TOP OF
 EJ1762'RIDGE, HERE TURN LEFT (E) AND FOLLOW TOP OF RIDGE 1.7 MILES TO
 EJ1762'HIGHEST POINT AND STATION.
 EJ1762'
 EJ1762'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 EJ1762
 EJ1762                          STATION RECOVERY (1967)
 EJ1762
 EJ1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1762'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2
 EJ1762'WERE RECOVERED IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT
 EJ1762'OF THE MARKS.  FOLLOWING IS A NEW AND COMPETE DESCRIPTION.
 EJ1762'
 EJ1762'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH TIMBERED
 EJ1762'RIDGE KNOWN AS HIGH POINT.  IT IS ABOUT 3 MILES NORTHWEST OF
 EJ1762'MAYFLOWER.
 EJ1762'
 EJ1762'TO REACH FROM THE POST OFFICE IN MAYFLOWER, GO WEST ONPAVED ROAD
 EJ1762'FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WEST ON
 EJ1762'GRAVELED ROAD FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK
 EJ1762'AND GO NORTH ON GRAVELED ROAD FOR 0.25 MILE TO A FORK.
 EJ1762'TAKE THE LEFT FORK AND GO WEST ON THE MAIN GRAVELED ROAD FOR
 EJ1762'2.25 MILES TO A WIRE GATE ON THE RIGHT AND END OF TRUCK TRAVEL.
 EJ1762'PACK NORTH TO THE HIGHEST POINT OF A HIGH PROMINENT HILL AND
 EJ1762'STATION.  ABOUT A 45 MINUTE PACK.  TO REACH THE AZIMUTH MARK
 EJ1762'FROM THE END OF TRUCK TRAVEL, CONTINUE WEST ON THE GRAVELED
 EJ1762'ROAD FOR 1.4 MILES TO A FORK AND J.A. TEAS MAIL BOX ON THE
 EJ1762'LEFT.  TAKE THE LEFT FORK AND GO WEST ON GRAVELED ROAD FOR 0.3
 EJ1762'MILE TO THE AZIMUTH MARK ON THE RIGHT JUST AFTER PASSING A
 EJ1762'STOCK POND ON THE RIGHT.
 EJ1762'
 EJ1762'STATION MARK IS A STANDARD DISK, STAMPED REYNOLDS NO 2 1940,
 EJ1762'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP 4 INCHES BELOW THE
 EJ1762'GROUND SURFACE.  IT IS 21 FEET NORTH OF THE SOUTH EDGE OF BLUFF,
 EJ1762'19 FEET EAST OF A 6 INCH FORKED OAK TREE AND UNDER A 3 FOOT
 EJ1762'HIGH CAIRN TO HELP LOCATE THE MARK.
 EJ1762'
 EJ1762'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REYNOLDS NO 2 NO
 EJ1762'1 1940, CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF THE BLUFF.
 EJ1762'IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EJ1762'
 EJ1762'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REYNOLDS NO
 EJ1762'2 NO 2 1940, CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF
 EJ1762'THE BLUFF.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 EJ1762'
 EJ1762'AZIMUTH MARK IS A STANDARD DISK, STAMPED REYNOLDS NO 2 1940,
 EJ1762'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 EJ1762'2 INCHES.  IT IS 47 FEET WEST-SOUTHWEST OF THE WEST EDGE OF THE
 EJ1762'STOCK POND DAM, 32 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 EJ1762'1 FOOT SOUTH OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2984 ***********************************************************************
 EH2984  DESIGNATION -  RICE
 EH2984  PID         -  EH2984
 EH2984  STATE/COUNTY-  AR/ARKANSAS
 EH2984  USGS QUAD   -  ALMYRA (1968)
 EH2984
 EH2984                         *CURRENT SURVEY CONTROL
 EH2984  ___________________________________________________________________
 EH2984* NAD 83(1997)-  34 28 26.24301(N)    091 25 04.59498(W)     ADJUSTED  
 EH2984* NAVD 88     -        60.37   (+/-2cm)     198.1    (feet)  VERTCON   
 EH2984  ___________________________________________________________________
 EH2984  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 EH2984  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH2984
 EH2984  HORZ ORDER  -  SECOND
 EH2984  VERT ORDER  -  THIRD ? (See Below)
 EH2984
 EH2984.The horizontal coordinates were established by classical geodetic methods
 EH2984.and adjusted by the National Geodetic Survey in September 1999..
 EH2984
 EH2984.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2984.The vertical order pertains to the NGVD 29 superseded value.
 EH2984
 EH2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2984
 EH2984.The geoid height was determined by GEOID03.
 EH2984
 EH2984;                    North         East     Units Scale Factor Converg.
 EH2984;SPC AR S     -   600,605.397   453,469.639   MT  0.99994781   +0 19 32.8
 EH2984;SPC AR S     - 1,970,486.21  1,487,758.31   sFT  0.99994781   +0 19 32.8
 EH2984;UTM  15      - 3,815,844.917   645,289.801   MT  0.99986019   +0 53 44.3
 EH2984
 EH2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2984!SPC AR S     -   0.99999470  x   0.99994781  =   0.99994251
 EH2984!UTM  15      -   0.99999470  x   0.99986019  =   0.99985489
 EH2984
 EH2984:                Primary Azimuth Mark                     Grid Az
 EH2984:SPC AR S     -  ALMYRA MUNICIPAL TANK                    174 30 06.8
 EH2984:UTM  15      -  ALMYRA MUNICIPAL TANK                    173 55 55.3
 EH2984
 EH2984|---------------------------------------------------------------------|
 EH2984| PID    Reference Object                     Distance      Geod. Az  |
 EH2984|                                                           dddmmss.s |
 EH2984| EH2982 ALMYRA MUNICIPAL TANK               APPROX. 7.6 KM 1744939.6 |
 EH2984| CY6356 RICE RM 1                            40.350 METERS 19557     |
 EH2984| CY6357 RICE RM 2                            47.049 METERS 25147     |
 EH2984| CY6355 RICE AZ MK                                         2825632.0 |
 EH2984|---------------------------------------------------------------------|
 EH2984
 EH2984                          SUPERSEDED SURVEY CONTROL
 EH2984
 EH2984  NAD 83(1986)-  34 28 26.25005(N)    091 25 04.59018(W) AD(       ) 2
 EH2984  NAD 27      -  34 28 25.89883(N)    091 25 04.14066(W) AD(       ) 2
 EH2984  NGVD 29 (07/19/86)   60.42   (m)          198.2    (f) LEVELING    3  
 EH2984
 EH2984.Superseded values are not recommended for survey control.
 EH2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2984.See file dsdata.txt to determine how the superseded data were derived.
 EH2984
 EH2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4529015845(NAD 83)
 EH2984_MARKER: DS = TRIANGULATION STATION DISK
 EH2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2984
 EH2984  HISTORY     - Date     Condition        Report By
 EH2984  HISTORY     - 1965     MONUMENTED       CGS
 EH2984
 EH2984                          STATION DESCRIPTION
 EH2984
 EH2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2984'STATION IS ON THE GROUNDS OF THE UNIVERSITY OF ARKANSAS,
 EH2984'RICE BRANCH AGRICULTRAL EXPERIMENT STATION, ABOUT 8 MILES
 EH2984'EAST-SOUTHEAST OF STUTTGART, IN THE NORTHEAST 1/4 OF SECTION
 EH2984'3, T 3 S, R 4 W. AND ON THE PROPERTY OF THE UNIVERSITY OF
 EH2984'ARKANSAS.
 EH2984'
 EH2984'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 EH2984'AND 130 AT THE SOUTHEAST EDGE OF STUTTGART, GO EAST ON HIGHWAY
 EH2984'130 FOR 6.4 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 EH2984'EAST ON THE HIGHWAY FOR 0.7 MILE TO THE WEST ENTRANCE TO
 EH2984'THE EXPERIMENT STATION.  TURN RIGHT AND GO SOUTH ON A PAVED
 EH2984'ROAD FOR 0.05 MILE TO WHERE THE ROAD TURNS LEFT (EAST).
 EH2984'TURN LEFT AND GO EAST ABOUT 50 FEET TO WHERE THE ROAD TURNS
 EH2984'SOUTH.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.05
 EH2984'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 EH2984'PAVED ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT JUST
 EH2984'BEFORE REACHING A CURVE.
 EH2984'
 EH2984'STATION MARKS ARE STANDARD DISKS STAMPED RICE 1965.  THE
 EH2984'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH2984'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 49 FEET
 EH2984'EAST OF A POWER POLE, 61.5 FEET SOUTH OF THE CENTER OF A
 EH2984'PAVED ROAD, 72.3 FEET EAST OF THE CENTER OF A PAVED ROAD,
 EH2984'81 FEET SOUTH OF A TELEPHONE POLE AND 131 FEET NORTH OF THE
 EH2984'NORTHWEST CORNER OF A BLOND BRICK BUILDING.  THE UNDERGROUND
 EH2984'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 EH2984'THE SURFACE OF THE GROUND.
 EH2984'
 EH2984'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RICE NO 1
 EH2984'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS 2 INCHES
 EH2984'BELOW THE SURFACE OF THE GROUND.  IT IS 1.6 FEET SOUTHWEST OF
 EH2984'THE NORTHWEST CORNER OF THE BLOND BRICK BUILDING AND 39.5
 EH2984'FEET EAST OF THE CENTER OF A PAVED ROAD.
 EH2984'
 EH2984'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RICE NO 2
 EH2984'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS 2 INCHES
 EH2984'BELOW THE SURFACE OF THE GROUND.  IT IS 1.2 FEET NORTHEAST
 EH2984'OF THE SOUTHEAST CORNER OF A GREENHOUSE AND 73 FEET WEST OF
 EH2984'THE CENTER OF A PAVED ROAD.
 EH2984'
 EH2984'AZIMUTH MARK, A STANDARD DISK STAMPED RICE 1965, IS SET IN
 EH2984'A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 1.5
 EH2984'FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL
 EH2984'WITNESS POST, 34.5 FEET SOUTH OF THE EAST END OF A METAL
 EH2984'CULVERT AND 44 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 130.
 EH2984'
 EH2984'NOTE- REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE PULLING
 EH2984'7 KG. TENSION.
 EH2984'
 EH2984'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1901 ***********************************************************************
 FG1901  DESIGNATION -  RICE
 FG1901  PID         -  FG1901
 FG1901  STATE/COUNTY-  AR/FRANKLIN
 FG1901  USGS QUAD   -  BRANCH (1993)
 FG1901
 FG1901                         *CURRENT SURVEY CONTROL
 FG1901  ___________________________________________________________________
 FG1901* NAD 83(1997)-  35 18 07.29173(N)    093 55 28.40541(W)     ADJUSTED  
 FG1901* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 FG1901  ___________________________________________________________________
 FG1901  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FG1901  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FG1901
 FG1901  HORZ ORDER  -  FIRST
 FG1901
 FG1901.The horizontal coordinates were established by classical geodetic methods
 FG1901.and adjusted by the National Geodetic Survey in September 1999..
 FG1901
 FG1901.The orthometric height was scaled from a topographic map.
 FG1901
 FG1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1901
 FG1901.The geoid height was determined by GEOID03.
 FG1901
 FG1901;                    North         East     Units Scale Factor Converg.
 FG1901;SPC AR N     -   109,178.491   224,978.955   MT  0.99994800   -1 07 11.6
 FG1901;SPC AR N     -   358,196.43    738,118.45   sFT  0.99994800   -1 07 11.6
 FG1901;UTM  15      - 3,906,929.320   415,942.590   MT  0.99968707   -0 32 03.6
 FG1901
 FG1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1901!SPC AR N     -   0.99997092  x   0.99994800  =   0.99991893
 FG1901!UTM  15      -   0.99997092  x   0.99968707  =   0.99965800
 FG1901
 FG1901:                Primary Azimuth Mark                     Grid Az
 FG1901:SPC AR N     -  RICE AZ MK                               059 27 20.4
 FG1901:UTM  15      -  RICE AZ MK                               058 52 12.4
 FG1901
 FG1901|---------------------------------------------------------------------|
 FG1901| PID    Reference Object                     Distance      Geod. Az  |
 FG1901|                                                           dddmmss.s |
 FG1901| CI2168 RICE AZ MK                                         0582008.8 |
 FG1901| CI2169 RICE RM 1                             8.658 METERS 20014     |
 FG1901| FH0974 PINNACLE RESET                      APPROX.15.3 KM 2300440.9 |
 FG1901| CI2170 RICE RM 2                             4.247 METERS 28154     |
 FG1901|---------------------------------------------------------------------|
 FG1901
 FG1901                          SUPERSEDED SURVEY CONTROL
 FG1901
 FG1901  NAD 83(1997)-  35 18 07.30118(N)    093 55 28.40166(W) AD(       ) 1
 FG1901  NAD 83(1986)-  35 18 07.30124(N)    093 55 28.39744(W) AD(       ) 1
 FG1901  NAD 27      -  35 18 06.97900(N)    093 55 27.66900(W) AD(       ) 1
 FG1901
 FG1901.Superseded values are not recommended for survey control.
 FG1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1901.See file dsdata.txt to determine how the superseded data were derived.
 FG1901
 FG1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1594306929(NAD 83)
 FG1901_MARKER: DD = SURVEY DISK
 FG1901_SETTING: 80 = SET IN A BOULDER
 FG1901_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1901
 FG1901  HISTORY     - Date     Condition        Report By
 FG1901  HISTORY     - 1940     MONUMENTED       CGS
 FG1901  HISTORY     - 1956     GOOD             CGS
 FG1901  HISTORY     - 1959     GOOD             CGS
 FG1901
 FG1901                          STATION DESCRIPTION
 FG1901
 FG1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1901'STATION IS ABOUT 11 MILES W OF PARIS.
 FG1901'
 FG1901'SURFACE MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 FG1901'BOULDER.  THE DISK IS SET IN THE TOP OF A BURIED BOULDER 10
 FG1901'BY 12 BY 30 INCHES SET FLUSH WITH THE GROUND, AND IS STAMPED,
 FG1901'RICE 1940.
 FG1901'
 FG1901'UNDERGROUND MARK IS A BLOCK OF CONCRETE 3 FEET BELOW THE GROUND
 FG1901'CONTAINING AT THE CENTER OF ITS UPPER SURFACE A STANDARD
 FG1901'DISK STATION MARK.
 FG1901'
 FG1901'REFERENCE MARK NO.1, A STANDARD DISK, IS S OF THE STATION, SET
 FG1901'IN THE N END OF FLAT ROCK LEDGE OUTCROP ABOUT 6 FEET SQUARE,
 FG1901'AND IS STAMPED RICE NO.1, 1940.
 FG1901'
 FG1901'REFERENCE MARK NO.2, A STANDARD DISK, IS SET IN A ROCK OUTCROP
 FG1901'JUST W OF THE STATION AND IS STAMPED RICE NO.2, 1940.
 FG1901'
 FG1901'AZIMUTH MARK IS 0.4 MILE NE OF THE STATION, 0.15 MILE E OF
 FG1901'THE LOGAN-FRANKLIN COUNTY LINE, 49 FEET SE OF THE CENTER LINE
 FG1901'OF THE HIGHWAY AND 3.3 FEET SW OF A REFERENCE POST.  IT IS
 FG1901'A STANDARD DISK SET IN CONCRETE.
 FG1901'
 FG1901'TO REACH THE STATION FROM THE COURTHOUSE IN PARIS, GO W ON STATE
 FG1901'ROAD 22 FOR 10.9 MILES TO THE LOGAN-FRANKLIN COUNTY LINE, CONTINUE
 FG1901'W ON HIGHWAY 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 FG1901'GO 0.3 MILE.  FROM THIS POINT PACK TO THE TOP OF THE HILL JUST W
 FG1901'OF THE ROAD.  THE STATION IS AT THE EXTREME E END OF THE RIDGE,
 FG1901'ABOUT 30 FEET NE AND 8 FEET BELOW THE HIGHEST POINT OF ROCK
 FG1901'OUTCROP.
 FG1901
 FG1901                          STATION RECOVERY (1956)
 FG1901
 FG1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 FG1901'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 FG1901'AS DESCRIBED.
 FG1901'
 FG1901'THE AZIMUTH MARK WAS RESET TO CLEAR NEW HIGHWAY CONSTRUCTION
 FG1901'IN THE EXACT LINE OF THE ORIGINAL AZIMUTH MARK TO THE STATION
 FG1901'AND ABOUT 75 YARDS NEARER THE STATION.  IT IS A STANDARD DISK
 FG1901'STAMPED RICE 1940-1956 IN A CONCRETE MONUMENT PROJECTING ABOUT
 FG1901'4 INCHES, ABOUT 30 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE
 FG1901'OF THE HIGHWAY NO.22, ABOUT 30 YARDS WEST OF THE ENTRANCE ROAD
 FG1901'TO A LARGE TRANSFORMER STATION AND IS NEAR THE NORTHWEST CORNER
 FG1901'OF THE TRANSFORMER YARD AREA.  IT IS 1/4 MILE EAST OF THE
 FG1901'COUNTY LINE HIGHWAY SCHOOL WHICH IS NORTH OF THE HIGHWAY.
 FG1901
 FG1901                          STATION RECOVERY (1959)
 FG1901
 FG1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1901'THE STATION AND R.M. NO. 2 WERE RECOVERED AS DESCRIBED AND
 FG1901'FOUND IN GOOD CONDITION.  THE DISK FOR R.M. NO. 1 HAS BEEN
 FG1901'BROKEN OFF BUT THE STEM OF THE DISK REMAINS IN THE DRILL HOLE
 FG1901'IN THE BOULDER.  THE STEM OF THE DISK IS SUFFICIENT FOR A
 FG1901'REFERENCE.  THE AZIMUTH MARK WAS NOT FOUND AT THE TIME THE
 FG1901'STATION WAS RECOVERED.  THE FOLLOWING INFORMATION WAS OBTAINED
 FG1901'AT A LATER DATE BUT WAS NOT AVAILABLE AT TIME OF RECOVERY-
 FG1901'THE AZIMUTH MARK WAS RESET ABOUT 75 YARDS NEARER THE STATION.
 FG1901'A STANDARD DISK STAMPED RICE 1940-1956, IN A CONCRETE
 FG1901'MONUMENT PROJECTING 4 INCHES, ABOUT 30 FEET SOUTH OF THE
 FG1901'SOUTH RIGHT OF WAY LINE, 30 FEET WEST OF THE CENTERLINE OF AN
 FG1901'ENTRANCE ROAD TO A LARGE TRANSFORMER STATION AND IS NEAR THE
 FG1901'NORTHWEST CORNER OF THE TRANSFORMER YARD.
 FG1901'
 FG1901'THE DESCRIPTION TO REACH THE STATION FROM PARIS IS ADEQUATE.
 FG1901'A LARGE CONSOLIDATED SCHOOL HAS BEEN BUILT ON THE NORTH SIDE OF
 FG1901'THE HIGHWAY AT THE COUNTY LINE.  THIS IS ABOUT 0.4 MILE NORTHEAST
 FG1901'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0659 ***********************************************************************
 GG0659  DESIGNATION -  RICE
 GG0659  PID         -  GG0659
 GG0659  STATE/COUNTY-  AR/BENTON
 GG0659  USGS QUAD   -  HIWASSE (1982)
 GG0659
 GG0659                         *CURRENT SURVEY CONTROL
 GG0659  ___________________________________________________________________
 GG0659* NAD 83(1997)-  36 23 25.65219(N)    094 17 17.97816(W)     ADJUSTED  
 GG0659* NAVD 88     -       421.8    (meters)    1384.     (feet)  VERTCON   
 GG0659  ___________________________________________________________________
 GG0659  X           -    -384,401.012 (meters)                     COMP
 GG0659  Y           -  -5,126,337.818 (meters)                     COMP
 GG0659  Z           -   3,763,389.952 (meters)                     COMP
 GG0659  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GG0659  ELLIP HEIGHT-         393.69  (meters)          (09/24/01) GPS OBS
 GG0659  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GG0659
 GG0659  HORZ ORDER  -  FIRST
 GG0659  ELLP ORDER  -  FOURTH    CLASS II
 GG0659
 GG0659.The horizontal coordinates were established by classical geodetic methods
 GG0659.and adjusted by the National Geodetic Survey in September 1999..
 GG0659
 GG0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0659
 GG0659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0659
 GG0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0659
 GG0659.The ellipsoidal height was determined by GPS observations
 GG0659.and is referenced to NAD 83.
 GG0659
 GG0659.The geoid height was determined by GEOID03.
 GG0659
 GG0659;                    North         East     Units Scale Factor Converg.
 GG0659;SPC AR N     -   230,617.327   194,709.172   MT  1.00003484   -1 19 53.7
 GG0659;SPC AR N     -   756,617.01    638,808.34   sFT  1.00003484   -1 19 53.7
 GG0659;UTM  15      - 4,028,028.230   384,458.299   MT  0.99976448   -0 45 51.9
 GG0659
 GG0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0659!SPC AR N     -   0.99993822  x   1.00003484  =   0.99997305
 GG0659!UTM  15      -   0.99993822  x   0.99976448  =   0.99970271
 GG0659
 GG0659|---------------------------------------------------------------------|
 GG0659| PID    Reference Object                     Distance      Geod. Az  |
 GG0659|                                                           dddmmss.s |
 GG0659| CI2166 RICE RM 1                            27.267 METERS 03630     |
 GG0659| GG0603 BENTONVILLE MUN STANDPIPE           APPROX. 8.8 KM 1020905.1 |
 GG0659| GG0604 BENTONVILLE MUNICIPAL TANK          APPROX. 7.2 KM 1050317.6 |
 GG0659| GG0592 ROGERS GREGORY ROBINSON TANK        APPROX.16.6 KM 1111313.4 |
 GG0659| GG0606 ROGERS MUNICIPAL TANK               APPROX.15.7 KM 1115726.3 |
 GG0659| GG0595 ROGERS SW GAS AND ELEC TANK         APPROX.17.1 KM 1120154.6 |
 GG0659| GG0597 ROGERS TV STA KAMO CABLE MAST       APPROX.15.6 KM 1183048.1 |
 GG0659| GG0605 ROGERS RADIO STA KAMO MAST          APPROX.11.8 KM 1210413.7 |
 GG0659| GG0649 SPRINGDALE MUNICIPAL TANK           APPROX.26.8 KM 1472759.6 |
 GG0659| CI2167 RICE RM 2                            35.034 METERS 15448     |
 GG0659| CI2165 RICE AZ MK                                         1563253.5 |
 GG0659| GG0665 GRAVETTE MUNICIPAL TANK             APPROX.14.9 KM 2842139.9 |
 GG0659|---------------------------------------------------------------------|
 GG0659
 GG0659                          SUPERSEDED SURVEY CONTROL
 GG0659
 GG0659  ELLIP H (09/14/99)  393.61   (m)                       GP(       ) 4 1
 GG0659  NAD 83(1997)-  36 23 25.65489(N)    094 17 17.97899(W) AD(       ) 1
 GG0659  NAD 83(1997)-  36 23 25.66565(N)    094 17 17.98215(W) AD(       ) 1
 GG0659  NAD 83(1986)-  36 23 25.66545(N)    094 17 17.98088(W) AD(       ) 1
 GG0659  NAD 27      -  36 23 25.39100(N)    094 17 17.22900(W) AD(       ) 1
 GG0659  NGVD 29 (07/16/90)  421.7    (m)         1384.     (f) GPS OBS        
 GG0659
 GG0659.Superseded values are not recommended for survey control.
 GG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0659.See file dsdata.txt to determine how the superseded data were derived.
 GG0659
 GG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8445828028(NAD 83)
 GG0659_MARKER: DS = TRIANGULATION STATION DISK
 GG0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0659_SP_SET: CONCRETE POST
 GG0659_STAMPING: RICE 1935
 GG0659_MARK LOGO: CGS   
 GG0659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GG0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0659+STABILITY: SURFACE MOTION
 GG0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0659+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1992
 GG0659
 GG0659  HISTORY     - Date     Condition        Report By
 GG0659  HISTORY     - 1935     MONUMENTED       CGS
 GG0659  HISTORY     - 1935     GOOD             CGS
 GG0659  HISTORY     - 1940     GOOD             CGS
 GG0659  HISTORY     - 1961     GOOD             CGS
 GG0659  HISTORY     - 1988     GOOD             USPSQD
 GG0659  HISTORY     - 19890109 GOOD             NGS
 GG0659  HISTORY     - 19900419 GOOD             NGS
 GG0659  HISTORY     - 19921104 GOOD             NOS
 GG0659
 GG0659                          STATION DESCRIPTION
 GG0659
 GG0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0659'STATION IS ABOUT 4-1/2 MILES WNW OF BENTONVILLE AND 3-1/2 MILES
 GG0659'SE OF HIWASSES, IN SW 1/4 SEC. 21, T 20 N, R 31 W, ON THE
 GG0659'RIGHT-OF-WAY OF FRISCO RAILROAD.  MARK IS SET 24.5 FEET E
 GG0659'OF THE E RAIL, 29.0 FEET W OF THE CENTER LINE OF U.S. HIGHWAY
 GG0659'71, APPROXIMATELY 200 FEET NE OF SMALL HOUSE W OF THE TRACKS,
 GG0659'APPROXIMATELY 250 FEET S OF CROSSROADS.  MARK PROJECTS 6
 GG0659'INCHES.
 GG0659'
 GG0659'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0659'BRONZE DISKS SET IN CONCRETE.
 GG0659'
 GG0659'REFERENCE MARK NO. 1 IS NE OF THE STATION, 21 FEET E OF THE
 GG0659'CENTER LINE OF U.S. HIGHWAY 71 1 FOOT E OF THE RIGHT-OF-WAY
 GG0659'FENCE LINE.  MARK PROJECTS 8 INCHES.
 GG0659'
 GG0659'REFERENCE MARK NO. 2 IS SE OF THE STATION, 21 FEET E OF THE
 GG0659'CENTER LINE OF U.S. HIGHWAY 71, 1 FOOT E OF RIGHT-OF-WAY
 GG0659'FENCE LINE.  MARK PROJECTS 6 INCHES.
 GG0659'
 GG0659'AZIMUTH MARK IS SE OF THE STATION, 36 FEET N OF THE CENTER
 GG0659'LINE OF U.S. HIGHWAY 71, 1 FOOT N OF THE RIGHT-OF-WAY FENCE
 GG0659'LINE, AT E END OF CURVE.  MARK PROJECTS 6 INCHES.
 GG0659'
 GG0659'STATION REACHED FROM BENTONVILLE BY GOING W ON THE U.S. HIGHWAY
 GG0659'71, 4.4 MILES TO JUNCTION WITH STATE HIGHWAY 102, CONTINUE
 GG0659'ON U.S. HIGHWAY 71 N AND W 0.9 MILE TO CURVE TO N, CONTINUE N 0.2
 GG0659'MILE TO STATION ON LEFT.
 GG0659'
 GG0659'NOTE- U.S.C. AND G.S. BENCH MARK K-34, 1934, IS APPROXIMATELY
 GG0659'0.35 MILE N OF THE STATION, IN THE RIGHT-OF-WAY OF THE FRISCO
 GG0659'RAILROAD 1 FOOT W OF THE FENCE LINE, 27 FEET W OF THE CENTER
 GG0659'LINE OF U.S. HIGHWAY 71, 25.5 FEET E OF THE E RAIL, 48 FEET N
 GG0659'OF FENCE CORNER AT SIDE ROAD ACROSS TRACKS.  MARK IS STANDARD
 GG0659'DISK SET IN CONCRETE POST, PROJECTING 8 INCHES.  MARK IS
 GG0659'NOT VISIBLE FROM GROUND AT STATION.
 GG0659'
 GG0659'ALL LIGHTS COME INTO VIEW AT 55 FEET.
 GG0659
 GG0659                          STATION RECOVERY (1935)
 GG0659
 GG0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GG0659'RECOVERED IN GOOD CONDITION.
 GG0659
 GG0659                          STATION RECOVERY (1940)
 GG0659
 GG0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GG0659'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE DIFFERENCE
 GG0659'IN THE DIRECTION TO REFERENCE MARK NO. 2.
 GG0659
 GG0659                          STATION RECOVERY (1961)
 GG0659
 GG0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0659'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 GG0659'MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 GG0659'TO REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK CHECKED.
 GG0659'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 CHECKED.
 GG0659'
 GG0659'DUE TO SEVERAL CHANGES, A COMPLETE NEW DESCRIPTION AND TO REACH
 GG0659'FOLLOWS-
 GG0659'
 GG0659'ABOUT 4-1/2 MILES WEST-NORTHWEST OF BENTONVILLE, ABOUT 3-1/2
 GG0659'MILES SOUTHEAST OF HIWASSEE, IN THE SOUTHWEST 1/4 OF SEC. 21,
 GG0659'T. 20 N., R. 31 W., AND ON THE PROPERTY OF MR. GEORGE E.
 GG0659'TAYLOR.  IT IS 140 FEET NORTH OF A FENCE CORNER, 132 FEET
 GG0659'EAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK CHICKEN
 GG0659'HOUSE, 31 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 72 AND
 GG0659'27 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS
 GG0659'6 INCHES AND THE DISK IS STAMPED RICE 1935.
 GG0659'
 GG0659'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 72 AND 102 ABOUT
 GG0659'4 MILES WEST OF BENTONVILLE, GO NORTH AND WEST ON HIGHWAY
 GG0659'72 FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT JUST BEFORE
 GG0659'REACHING A CURVE TO THE RIGHT.  CONTINUE NORTH ON HIGHWAY
 GG0659'72 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 GG0659'
 GG0659'REFERENCE MARK 1 IS 21 FEET EAST OF THE CENTERLINE OF HIGHWAY
 GG0659'72, 9 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 GG0659'WIRE FENCE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 GG0659'IS STAMPED RICE NO 1 1935.
 GG0659'
 GG0659'REFERENCE MARK 2 IS 57 FEET NORTHEAST OF A FENCE CORNER, 47
 GG0659'FEET NORTH OF A POWER POLE, 21 FEET EAST OF THE CENTERLINE OF
 GG0659'HIGHWAY 72 AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT
 GG0659'PROJECTS 6 INCHES AND THE DISK IS STAMPED RICE NO 2 1935.
 GG0659'
 GG0659'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 GG0659'72, 9 FEET NORTHWEST OF A TELEPHONE POLE AND 2 FEET NORTH
 GG0659'OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT PROJECTS
 GG0659'10 INCHES AND THE DISK IS STAMPED RICE 1935 AZIMUTH.
 GG0659'
 GG0659'NOTE- THE DIRECTION TO THE AZIMUTH MARK WAS DETERMINED BY
 GG0659'PRECISE METHODS.
 GG0659'
 GG0659'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0659
 GG0659                          STATION RECOVERY (1988)
 GG0659
 GG0659'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0659'RECOVERED IN GOOD CONDITION.
 GG0659
 GG0659                          STATION RECOVERY (1989)
 GG0659
 GG0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0659'STATION IS LOCATED ABOUT 16.6 KM (10.30 MI) NORTHEAST OF DECATUR, 15.1
 GG0659'KM (9.40 MI) SOUTHEAST OF GRAVETTE AND 6.8 KM (4.25 MI) NORTHWEST OF
 GG0659'BENTONVILLE.  OWNERSHIP--RICHARD TREON. HE LIVES AT THE HOUSE JUST
 GG0659'WEST OF THE STATION.  TELEPHONE NUMBER 501-795-2380
 GG0659'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 GG0659'HIGHWAY 72 IN WEST BENTONVILLE, GO WESTERLY ON STATE HIGHWAY 72 FOR
 GG0659'5.97 KM (3.70 MI) TO THE JUNCTION OF STATE HIGHWAY 102 ON THE LEFT.
 GG0659'CONTINUE NORTHWESTERLY ON STATE HIGHWAY 72 FOR 1.78 KM (1.10 MI) TO A
 GG0659'HOUSE AND THE STATION ON THE LEFT, IN THE CENTER OF THE EAST EDGE OF A
 GG0659'LAWN.
 GG0659'STATION IS A STANDARD CGS STATION MARK DISK---RICE 1953--- SET IN THE
 GG0659'TOP OF A 30-CM SQUARE CONCRETE POST THAT PROJECTS 11-CM ABOVE THE
 GG0659'GROUND.  IT IS 61.0 M (200.1 FT) EAST OF THE NORTHEAST CORNER OF A
 GG0659'HOUSE, 42.8 M (140.4 FT) NORTH-NORTHWEST OF A FENCE CORNER, 39.9 M
 GG0659'(130.9 FT) NORTH OF THE CENTER OF A GRAVELED DRIVEWAY, 16.2 M
 GG0659'(53.1 FT) SOUTH-SOUTHWEST OF A FENCE CORNER, 9.2 M (30.2 FT) WEST OF
 GG0659'THE CENTERLINE OF STATE HIGHWAY 72, AND 3.3 M (10.8 FT) NORTHWEST OF
 GG0659'TELEPHONE JUNCTION BOX NUMBER 1200 34.
 GG0659'DESCRIBED BY J.E. HANSMANN.
 GG0659
 GG0659                          STATION RECOVERY (1990)
 GG0659
 GG0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0659'STATION IS LOCATED ABOUT 16.6 KM (10.3 MI) NORTHEAST OF DECATUR, 15.1
 GG0659'KM (9.4 MI) SOUTHEAST OF GRAVETTE, AND 6.8 KM (4.2 MI) NORTHWEST OF
 GG0659'BENTONVILLE.  OWNERSHIP--RICHARD TREON.  HE LIVES AT THE HOUSE JUST
 GG0659'WEST OF THE STATION.
 GG0659'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 GG0659'HIGHWAY 72 IN WEST BENTONVILLE, GO WESTERLY ON STATE HIGHWAY 72 FOR
 GG0659'5.97 KM (3.71 MI) TO THE JUNCTION OF STATE HIGHWAY 102 ON THE LEFT.
 GG0659'CONTINUE NORTHWESTERLY ON STATE HIGHWAY 72 FOR 1.78 KM (1.11 MI) TO A
 GG0659'HOUSE AND THE STATION ON THE LEFT.  IN THE CENTER OF THE EAST EDGE OF
 GG0659'A LAWN.
 GG0659'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---RICE 1935---.
 GG0659'SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT PROJECTS 11-CM
 GG0659'ABOVE THE GROUND.  IT IS 61.0 M (200.1 FT) EAST OF THE NORTHEAST
 GG0659'CORNER OF A HOUSE, 42.8 M (140.4 FT) NORTH-NORTHWEST OF A FENCE
 GG0659'CORNER, 39.9 M (130.9 FT) NORTH OF THE CENTER OF A GRAVELED DRIVEWAY,
 GG0659'16.2 M (53.1 FT) SOUTH-SOUTHWEST OF A FENCE CORNER, 9.2 M (30.2 FT)
 GG0659'WEST OF THE CENTERLINE OF STATE HIGHWAY 72, AND 3.3 M (10.8 FT)
 GG0659'NORTHWEST OF TELEPHONE JUNCTION BOX NUMBER 1200 34.
 GG0659'DESCRIBED BY E.J.HANSMANN., CHECKED BY R.D.BALL.
 GG0659
 GG0659                          STATION RECOVERY (1992)
 GG0659
 GG0659'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 GG0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0236 ***********************************************************************
 FF0236  DESIGNATION -  RICEVILLE
 FF0236  PID         -  FF0236
 FF0236  STATE/COUNTY-  AR/CRITTENDEN
 FF0236  USGS QUAD   -  FLETCHER LAKE (1993)
 FF0236
 FF0236                         *CURRENT SURVEY CONTROL
 FF0236  ___________________________________________________________________
 FF0236* NAD 83(1997)-  35 07 22.86256(N)    090 13 37.03583(W)     ADJUSTED  
 FF0236* NAVD 88     -        65.023  (meters)     213.33   (feet)  ADJUSTED  
 FF0236  ___________________________________________________________________
 FF0236  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FF0236  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF0236  DYNAMIC HT  -          64.965 (meters)     213.14  (feet)  COMP
 FF0236  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FF0236
 FF0236  HORZ ORDER  -  FIRST
 FF0236  VERT ORDER  -  FIRST     CLASS II
 FF0236
 FF0236.The horizontal coordinates were established by classical geodetic methods
 FF0236.and adjusted by the National Geodetic Survey in September 1999..
 FF0236
 FF0236.The orthometric height was determined by differential leveling
 FF0236.and adjusted by the National Geodetic Survey in June 1991..
 FF0236.WARNING-Repeat measurements at this control monument indicate possible
 FF0236.vertical movement.
 FF0236
 FF0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0236
 FF0236.The geoid height was determined by GEOID03.
 FF0236
 FF0236.The dynamic height is computed by dividing the NAVD 88
 FF0236.geopotential number by the normal gravity value computed on the
 FF0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0236.degrees latitude (g = 980.6199 gals.).
 FF0236
 FF0236.The modeled gravity was interpolated from observed gravity values.
 FF0236
 FF0236;                    North         East     Units Scale Factor Converg.
 FF0236;SPC AR N     -    89,063.885   561,601.589   MT  0.99996813   +1 01 54.2
 FF0236;SPC AR N     -   292,203.76  1,842,521.21   sFT  0.99996813   +1 01 54.2
 FF0236;SPC TN       -    95,935.796   214,817.673   MT  1.00002484   -2 28 28.7
 FF0236;SPC TN       -   314,749.36    704,780.98   sFT  1.00002484   -2 28 28.7
 FF0236;UTM  15      - 3,890,205.247   752,699.321   MT  1.00038706   +1 35 46.6
 FF0236
 FF0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0236!SPC AR N     -   0.99999407  x   0.99996813  =   0.99996220
 FF0236!SPC TN       -   0.99999407  x   1.00002484  =   1.00001891
 FF0236!UTM  15      -   0.99999407  x   1.00038706  =   1.00038112
 FF0236
 FF0236|---------------------------------------------------------------------|
 FF0236| PID    Reference Object                     Distance      Geod. Az  |
 FF0236|                                                           dddmmss.s |
 FF0236| CI5376 RICEVILLE RM                         22.240 METERS 16113     |
 FF0236| FF0230 MOUNDS                              APPROX. 3.6 KM 2564851.0 |
 FF0236|---------------------------------------------------------------------|
 FF0236
 FF0236                          SUPERSEDED SURVEY CONTROL
 FF0236
 FF0236  NAD 83(1997)-  35 07 22.86316(N)    090 13 37.03573(W) AD(       ) 1
 FF0236  NAD 83(1997)-  35 07 22.86600(N)    090 13 37.03571(W) AD(       ) 1
 FF0236  NAD 83(1986)-  35 07 22.87322(N)    090 13 37.03688(W) AD(       ) 1
 FF0236  NAD 27      -  35 07 22.54190(N)    090 13 36.69120(W) AD(       ) 1
 FF0236  NGVD 29 (??/??/??)   65.000  (m)          213.25   (f) ADJUSTED    1 2
 FF0236
 FF0236.Superseded values are not recommended for survey control.
 FF0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0236.See file dsdata.txt to determine how the superseded data were derived.
 FF0236
 FF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5269990205(NAD 83)
 FF0236_MARKER: DS = TRIANGULATION STATION DISK
 FF0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0236_STAMPING: RICEVILLE 1916 1920 BM
 FF0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0236+STABILITY: SURFACE MOTION
 FF0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0236+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 FF0236
 FF0236  HISTORY     - Date     Condition        Report By
 FF0236  HISTORY     - 1916     MONUMENTED       CGS
 FF0236  HISTORY     - 1928     GOOD             CGS
 FF0236  HISTORY     - 1935     GOOD             CGS
 FF0236  HISTORY     - 1952     GOOD             CGS
 FF0236  HISTORY     - 1956     GOOD             CGS
 FF0236  HISTORY     - 1956     GOOD             CGS
 FF0236  HISTORY     - 1957     GOOD             CGS
 FF0236  HISTORY     - 20030206 GOOD             USACE
 FF0236
 FF0236                          STATION DESCRIPTION
 FF0236
 FF0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF0236'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF0236'RAILWAY, AT RICEVILLE RAILWAY STATION, 94 METERS (308 FEET)
 FF0236'W OF STATION BOARD, 4.33 METERS (14.2 FEET) S OF S RAIL
 FF0236'OF MAIN TRACK, AND 6.2 METERS (20 FEET) NE OF TWELFTH TELEGRAPH
 FF0236'POLE W OF MILEPOST 11.
 FF0236'
 FF0236'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 FF0236'IN CONCRETE.
 FF0236'
 FF0236'STANDARD REFERENCE DISK IN CONCRETE, IS 26.57 METERS
 FF0236'(87.2 FEET) S OF S RAIL OF MAIN TRACK, AND 22.240 METERS
 FF0236'(72.97 FEET) FROM STATION, S 18 DEG 47 MIN E.
 FF0236
 FF0236                          STATION RECOVERY (1928)
 FF0236
 FF0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 FF0236'STATION AND REFERENCE MARKS WERE FOUND STAMPED WITH NAME AND
 FF0236'DATES 1916,1920.  REFERENCE MARK WAS FOUND ON TOP OF GROUND
 FF0236'AND WAS REPORTED AS DESTROYED.
 FF0236
 FF0236                          STATION RECOVERY (1935)
 FF0236
 FF0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0236'THIS STATION WAS RECOVERED IN GOOD CONDITION 20 INCHES BELOW
 FF0236'GROUND SURFACE, WITH UNDERGROUND MARK INTACT.  (REPORTED
 FF0236'IN 1928 TO BE OUT OF GROUND.  THE REFERENCE MARK SET IN 1916
 FF0236'WAS MISTAKEN FOR STATION MARK).  IT IS 4.32 METERS (14.16 FEET)
 FF0236'S OF S RAILROAD RAIL, 6.42 METERS (21.04 FEET) NE OF 12TH
 FF0236'TELEGRAPH POLE W OF MILEPOST 11, 8.86 METERS (29.14 FEET)
 FF0236'W OF CENTER OF ROAD CROSSING RAILROAD, 13.60 METERS (44.63
 FF0236'FEET) W OF CROSSING SIGNPOST AND 50 FEET N OF CENTER OF E-W
 FF0236'HIGHWAY.  A 1-1/4 INCH PIPE IS DRIVEN IN GROUND JUST E OF
 FF0236'STATION, WITH ONE INCH SHOWING ABOVE GROUND.
 FF0236'
 FF0236'REFERENCE MARK NO. 1 (1916) WAS FOUND OUT OF GROUND IN DITCH.
 FF0236'
 FF0236'REFERENCE MARK NO. 1 (1935) WAS SET.  IT IS A STANDARD BRONZE
 FF0236'DISK SET IN A 14- BY 14- BY 30-INCH CONCRETE PIER ON N SIDE
 FF0236'OF E-W GRAVEL HIGHWAY, 22.20 METERS (72.82 FEET) FROM STATION,
 FF0236'S 15 DEG 24 MIN 45.8 SEC E, 6.4 FEET E OF NW CORNER OF
 FF0236'OLD BLACKSMITH SHOP, 59.2 FEET NE OF 12TH TELEGRAPH POLE
 FF0236'W OF MILEPOST NO. 11, 80.3 FEET N OF ROAD CROSSING SIGN
 FF0236'AND 130 FEET E OF NW CORNER OF OLD STORE.  DISTANCE TO
 FF0236'REFERENCE MARK NO. 2 IS 26.69 METERS, (87.54 FEET),
 FF0236'N 47 DEG 04 MIN W.
 FF0236'
 FF0236'REFERENCE MARK NO. 2 (1935) IS A STANDARD C AND G.S.B.M.
 FF0236'TABLET IN A 10- BY 10- INCH CONCRETE PIER MARKED NO.---1928.,
 FF0236'4.38 METERS (14.36 FEET) N OF S RAILROAD RAIL, 10.65 METERS
 FF0236'(34.94 FEET) NW OF 12TH TELEGRAPH POLE W OF MILEPOST NO. 11,
 FF0236'14.00 METERS (45.93 FEET) FROM STATION, S 76 DEG 34 MIN 18 SEC W.
 FF0236
 FF0236                          STATION RECOVERY (1952)
 FF0236
 FF0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 FF0236'STATION MARK RECOVERED 1-FOOT BELOW SURFACE OF GROUND, RM
 FF0236'NO. 1 1916 HAS BEEN DESTROYED, RM NO 2 1935 HAS BEEN BROKEN
 FF0236'OFF FROM WIDING OF THE ROAD AND IS NOW IN THE GRADER DITCH, RM.
 FF0236'NO. 3 THE U.S.C. AND G.S. BENCH MARK IS IN GOOD CONDITION.
 FF0236
 FF0236                          STATION RECOVERY (1956)
 FF0236
 FF0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0236'THE STATION IS LOCATED ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0236'RAILROAD, ABOUT 1.85 MILE WEST-SOUTHWEST OF THE HULBERT-WEST
 FF0236'MEMPHIS STATION AT HULBERT, AT A ROAD CROSSING, 21.6 FEET
 FF0236'NORTHEAST OF MILEAGE TELEPHONE POLE NO. 11/12, 14.4 FEET
 FF0236'SOUTH-SOUTHEAST OF THE NEAR RAIL OF TRACK, 35-1/2 FEET
 FF0236'SOUTH-SOUTHWEST OF CENTER OF ROAD CROSSING, 45.2 FEET
 FF0236'WEST-SOUTHWEST OF CROSSING WARNING SIGN, 51 FEET
 FF0236'NORTH-NORTHWEST OF THE CENTER LINE OF A BLACK TOP ROAD AT A
 FF0236'POINT JUST EAST OF A POINT WHERE ROAD TURNS SOUTH AWAY
 FF0236'FROM TRACK, ABOUT 3-1/2 FEET BELOW LEVEL OF TRACK, IN TOP OF
 FF0236'A CONCRETE POST ABOUT 18 INCHES UNDERGROUND AND STAMPED
 FF0236'RICEVILLE 1916 1920 BM.
 FF0236'
 FF0236'REFERENCE MARK NO. 1 (1935) WAS FOUND PULLED OUT OF GROUND
 FF0236'AND BROKEN OFF.  THE DISK WAS STAMPED RICEVILLE RM 1 1916
 FF0236'1920.
 FF0236'
 FF0236'REFERENCE MARK NO. 2 IS A C. AND G.S. BENCH MARK DISK 46.07
 FF0236'FEET (14.041 METERS) WEST-SOUTHWEST OF THE STATION, 80 FEET
 FF0236'SOUTHWEST OF CENTER OF ROAD CROSSING, 35-1/2 FEET NORTHWEST
 FF0236'OF MILEAGE TELEPHONE POLE NO. 11/12, 14.6 FEET SOUTH-SOUTHEAST
 FF0236'OF NEAR RAIL OF TRACK, 91-1/2 FEET WEST-SOUTHWEST AND ACROSS
 FF0236'ROAD FROM CROSSING SIGN, 1-1/2 FEET NORTH-NORTHWEST OF A
 FF0236'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK
 FF0236'AND IN A CONCRETE POST PROJECTING 2 INCHES.  THE DISK IS
 FF0236'STAMPED RM 2 0 5 1928.
 FF0236
 FF0236                          STATION RECOVERY (1956)
 FF0236
 FF0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0236'1.9 MI W FROM HULBERT.
 FF0236'1.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0236'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, AT A
 FF0236'ROAD CROSSING, 14.4 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK,
 FF0236'21.6 FEET NORTHEAST OF MILEAGE POLE NO. 11/12, 35 1/2 FEET
 FF0236'SOUTH-SOUTHWEST OF CENTER OF ROAD CROSSING, 45.2 FEET
 FF0236'WEST-SOUTHWEST OF CROSSING SIGN, 51 FEET NORTH-NORTHWEST OF
 FF0236'CENTER LINE OF A BLACK TOP ROAD AT A POINT JUST EAST OF CURVE
 FF0236'IN ROAD WITH TANGENTS EXTENDING SOUTH AND EAST-NORTHEAST PARALLEL
 FF0236'TO TRACK, 45.9 FEET EAST-NORTHEAST OF BENCH MARK O 5 (RM-2),
 FF0236'ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0236'CONCRETE POST ABOUT 18-INCHES UNDERGROUND.
 FF0236
 FF0236                          STATION RECOVERY (1957)
 FF0236
 FF0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0236'RECOVERED IN GOOD CONDITION.
 FF0236
 FF0236                          STATION RECOVERY (2003)
 FF0236
 FF0236'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0236'MARK IS 1.8 FT BELOW SURFACE, AND 2 FT S OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2900 ***********************************************************************
 EH2900  DESIGNATION -  RICH
 EH2900  PID         -  EH2900
 EH2900  STATE/COUNTY-  AR/MONROE
 EH2900  USGS QUAD   -  KEEVIL (1971)
 EH2900
 EH2900                         *CURRENT SURVEY CONTROL
 EH2900  ___________________________________________________________________
 EH2900* NAD 83(1997)-  34 47 14.04671(N)    091 11 08.01666(W)     ADJUSTED  
 EH2900* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 EH2900  ___________________________________________________________________
 EH2900  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 EH2900  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2900
 EH2900  HORZ ORDER  -  FIRST
 EH2900
 EH2900.The horizontal coordinates were established by classical geodetic methods
 EH2900.and adjusted by the National Geodetic Survey in September 1999..
 EH2900
 EH2900.The orthometric height was scaled from a topographic map.
 EH2900
 EH2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2900
 EH2900.The geoid height was determined by GEOID03.
 EH2900
 EH2900;                    North         East     Units Scale Factor Converg.
 EH2900;SPC AR S     -   635,502.208   474,540.216   MT  1.00000465   +0 27 21.0
 EH2900;SPC AR S     - 2,084,976.83  1,556,887.36   sFT  1.00000465   +0 27 21.0
 EH2900;SPC AR N     -    50,665.655   474,542.186   MT  1.00003193   +0 28 26.1
 EH2900;SPC AR N     -   166,225.57  1,556,893.82   sFT  1.00003193   +0 28 26.1
 EH2900;UTM  15      - 3,850,948.644   666,007.832   MT  0.99993967   +1 02 07.5
 EH2900
 EH2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2900!SPC AR S     -   0.99999495  x   1.00000465  =   0.99999960
 EH2900!SPC AR N     -   0.99999495  x   1.00003193  =   1.00002688
 EH2900!UTM  15      -   0.99999495  x   0.99993967  =   0.99993462
 EH2900
 EH2900|---------------------------------------------------------------------|
 EH2900| PID    Reference Object                     Distance      Geod. Az  |
 EH2900|                                                           dddmmss.s |
 EH2900| CY6362 RICH RM 1                            51.182 METERS 18105     |
 EH2900| CY6363 RICH RM 2                            24.064 METERS 32028     |
 EH2900| CY6361 RICH AZ MK                                         3472051.2 |
 EH2900| EH2901 BRINKLEY RADIO STATION KBJ 60 MAST  APPROX. 3.3 KM 3554822.2 |
 EH2900|---------------------------------------------------------------------|
 EH2900
 EH2900                          SUPERSEDED SURVEY CONTROL
 EH2900
 EH2900  NAD 83(1986)-  34 47 14.05396(N)    091 11 08.01346(W) AD(       ) 1
 EH2900  NAD 27      -  34 47 13.70933(N)    091 11 07.56386(W) AD(       ) 1
 EH2900
 EH2900.Superseded values are not recommended for survey control.
 EH2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2900.See file dsdata.txt to determine how the superseded data were derived.
 EH2900
 EH2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6600850949(NAD 83)
 EH2900_MARKER: DS = TRIANGULATION STATION DISK
 EH2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2900_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2900
 EH2900  HISTORY     - Date     Condition        Report By
 EH2900  HISTORY     - 1965     MONUMENTED       CGS
 EH2900  HISTORY     - 1963     GOOD             CGS
 EH2900
 EH2900                          STATION DESCRIPTION
 EH2900
 EH2900'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2900'THE STATION IS 14 MILES NORTH OF HOLLY GROVE, 9 MILES NORTHEAST
 EH2900'OF CLARENDON, 7 MILES SOUTH OF BRINKLEY AND ON THE RIGHT-OF-WAY
 EH2900'OF U.S. HIGHWAY 49.
 EH2900'
 EH2900'FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 79, 9-1/2 MILES EAST
 EH2900'OF CLARENDON, GO NORTHERLY ON HIGHWAY 49 FOR 4.9 MILES TO A
 EH2900'CROSSROAD (JUNCTION WITH STATE HIGHWAY 39).  CONTINUE NORTHERLY
 EH2900'ON HIGHWAY 49 FOR 2.3 MILES TO THE STATION ON THE LEFT, JUST
 EH2900'BEFORE REACHING A CURVE OF THE HIGHWAY AND THE JUNCTION OF A
 EH2900'GRAVEL ROAD AT THE POINT OF THE CURVE.
 EH2900'
 EH2900'STATION MARKS ARE STANDARD DISKS STAMPED RICH 1965.  THE
 EH2900'SURFACE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 EH2900'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 83
 EH2900'FEET SOUTHEAST OF A 4 X 4 CONCRETE ROAD RIGHT-OF-WAY MARKER,
 EH2900'75 FEET SOUTHEAST OF A POWER POLE, 68 FEET EAST OF THE CENTER
 EH2900'OF THE GRAVEL ROAD, 60 FEET WEST, SOUTHWEST OF THE CENTER
 EH2900'LINE OF HIGHWAY 49 AND 5 FEET NORTH, NORTHWEST OF A METAL
 EH2900'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EH2900'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2900'
 EH2900'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RICH NO 1 1965
 EH2900'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2900'3 INCHES.  IT IS 143 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 EH2900'49, 74 FEET NORTHEAST OF A TELEPHONE POLE NUMBER 135, 35 FEET
 EH2900'EAST OF THE CENTER OF THE GRAVEL ROAD AND 1.6 FEET WEST OF
 EH2900'A POWER POLE.
 EH2900'
 EH2900'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RICH NO 2 1965
 EH2900'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2900'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 77 FEET WEST,
 EH2900'SOUTHWEST OF THE CENTER OF HIGHWAY 49, 29 FEET EAST OF THE
 EH2900'CENTER OF THE GRAVEL ROAD, 18 FEET SOUTHWEST OF THE 4 X 4
 EH2900'CONCRETE ROAD RIGHT-OF-WAY MARKER AND 7 FEET WEST OF A POWER
 EH2900'POLE.
 EH2900'
 EH2900'AZIMUTH MARK, A STANDARD DISK STAMPED RICH 1965 IS CEMENTED
 EH2900'IN A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A
 EH2900'CONCRETE CULVERT.  IT IS 37.5 FEET WEST OF THE CENTER LINE
 EH2900'OF HIGHWAY 49, 2 FEET NORTH OF THE SOUTH END OF THE HEADWALL,
 EH2900'30 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT WEST
 EH2900'OF A METAL WITNESS POST.
 EH2900'
 EH2900'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 EH2900'HIGHWAY 49 FOR 0.5 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 EH2900'ON THE LEFT.
 EH2900'
 EH2900'NOTE- REFERENCE MARK NO. 1 WAS MEASURED WITH A 300 FOOT TAPE
 EH2900'PULLING 7 KG. TAPE TENSION.
 EH2900'
 EH2900'REFERENCE MARK NO. 2 WAS MEASURED WITH A 30 METER TAPE PULLING
 EH2900'5 KG. TAPE TENSION.
 EH2900'
 EH2900'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2900
 EH2900                          STATION RECOVERY (1963)
 EH2900
 EH2900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2900'STATION, BOTH RMS, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 EH2900'CONDITION AS DESCRIBED.  POLE NO. 135 USED FOR REFERENCE HAS BEEN
 EH2900'REMOVED.
 EH2900'
 EH2900'1965 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0837 ***********************************************************************
 EK0837  DESIGNATION -  RICH
 EK0837  PID         -  EK0837
 EK0837  STATE/COUNTY-  AR/POLK
 EK0837  USGS QUAD   -  RICH MOUNTAIN (1979)
 EK0837
 EK0837                         *CURRENT SURVEY CONTROL
 EK0837  ___________________________________________________________________
 EK0837* NAD 83(1997)-  34 40 27.36092(N)    094 19 44.25267(W)     ADJUSTED  
 EK0837* NAVD 88     -       817.     (meters)    2680.     (feet)  SCALED    
 EK0837  ___________________________________________________________________
 EK0837  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 EK0837  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 EK0837
 EK0837  HORZ ORDER  -  FIRST
 EK0837
 EK0837.The horizontal coordinates were established by classical geodetic methods
 EK0837.and adjusted by the National Geodetic Survey in September 1999..
 EK0837
 EK0837.The orthometric height was scaled from a topographic map.
 EK0837
 EK0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0837
 EK0837.The geoid height was determined by GEOID03.
 EK0837
 EK0837;                    North         East     Units Scale Factor Converg.
 EK0837;SPC AR S     -   625,101.403   186,577.043   MT  0.99998070   -1 18 12.6
 EK0837;SPC AR S     - 2,050,853.52    612,128.18   sFT  0.99998070   -1 18 12.6
 EK0837;SPC AR N     -    40,348.931   186,561.391   MT  1.00006102   -1 21 18.8
 EK0837;SPC AR N     -   132,378.12    612,076.83   sFT  1.00006102   -1 21 18.8
 EK0837;SPC OK S     -   154,857.971   936,349.915   MT  0.99993717   +2 05 01.5
 EK0837;SPC OK S     -   508,063.19  3,072,008.01   sFT  0.99993717   +2 05 01.5
 EK0837;UTM  15      - 3,837,724.863   378,247.796   MT  0.99978271   -0 45 22.1
 EK0837
 EK0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0837!SPC AR S     -   0.99987656  x   0.99998070  =   0.99985726
 EK0837!SPC AR N     -   0.99987656  x   1.00006102  =   0.99993757
 EK0837!SPC OK S     -   0.99987656  x   0.99993717  =   0.99981373
 EK0837!UTM  15      -   0.99987656  x   0.99978271  =   0.99965929
 EK0837
 EK0837|---------------------------------------------------------------------|
 EK0837| PID    Reference Object                     Distance      Geod. Az  |
 EK0837|                                                           dddmmss.s |
 EK0837| CX6168 RICH RM 1                            25.510 METERS 13647     |
 EK0837| EK0889 WHISKEY 2                           APPROX.37.3 KM 1923328.8 |
 EK0837| CX6169 RICH RM 2                            25.470 METERS 23223     |
 EK0837| EK0838 RICH MTN LOOKOUT TOWER                6.859 METERS 27405     |
 EK0837| EK0836 CAIRN                               APPROX. 5.5 KM 3191226.6 |
 EK0837|---------------------------------------------------------------------|
 EK0837
 EK0837                          SUPERSEDED SURVEY CONTROL
 EK0837
 EK0837  NAD 83(1997)-  34 40 27.36384(N)    094 19 44.25173(W) AD(       ) 1
 EK0837  NAD 83(1986)-  34 40 27.36580(N)    094 19 44.24552(W) AD(       ) 1
 EK0837  NAD 27      -  34 40 26.98900(N)    094 19 43.47200(W) AD(       ) 1
 EK0837
 EK0837.Superseded values are not recommended for survey control.
 EK0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0837.See file dsdata.txt to determine how the superseded data were derived.
 EK0837
 EK0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7824837725(NAD 83)
 EK0837_MARKER: DD = SURVEY DISK
 EK0837_SETTING: 0 = UNSPECIFIED SETTING
 EK0837
 EK0837  HISTORY     - Date     Condition        Report By
 EK0837  HISTORY     - 1930     MONUMENTED       CGS
 EK0837  HISTORY     - 1952     GOOD             CGS
 EK0837  HISTORY     - 1956     GOOD             USGS
 EK0837  HISTORY     - 1961     GOOD             CGS
 EK0837  HISTORY     - 1973     POOR             ARHD
 EK0837  HISTORY     - 20040701 POOR             ARHD
 EK0837
 EK0837                          STATION DESCRIPTION
 EK0837
 EK0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 EK0837'ABOUT 2 MILES SOUTHEAST OF RICH MOUNTAIN, A STATION ON THE
 EK0837'KANSAS CITY SOUTHERN RAILWAY, ON HIGHWAY 8, 2-1/2 MILES EAST
 EK0837'OF OLD MENA HOTEL ON TOP OF RICH MOUNTAIN, ON HIGHEST PART
 EK0837'OF THE EASTERN KNOLL OF THIS MOUNTAIN, UNDER CENTER OF RICH
 EK0837'MOUNTAIN FOREST SERVICE LOOKOUT TOWER (STEEL).  SURFACE MARK
 EK0837'PROJECTS 1 FOOT, AND IS STANDARD STATION DISK IN CONCRETE, IN
 EK0837'5-INCH IRON PIPE.  REFERENCE MARKS ARE STANDARD
 EK0837'REFERENCE DISKS IN ANCHORS FOR GUY WIRES.  NO. 1 IS
 EK0837'25.54 METERS (83.8 FT) FROM STATION, S 43 DEG 05 MIN E.
 EK0837'NO. 2 IS 25.51 METERS (83.7 FT) FROM STATION,
 EK0837'S 52 DEG 24 MIN W.
 EK0837
 EK0837                          STATION RECOVERY (1952)
 EK0837
 EK0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0837'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EK0837'CONDITION.  THE STEEL LOOKOUT TOWER MENTIONED IN THE 1930
 EK0837'DESCRIPTION HAS BEEN REMOVED AND A WOODEN TOWER BUILT JUST
 EK0837'WEST OF THE STATION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 EK0837'MARKS DID NOT CHECK WITH THE 1930.
 EK0837'
 EK0837'A NEW DESCRIPTION FOLLOWS.
 EK0837'
 EK0837'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTHWEST OF MENA,
 EK0837'ON A PROMINENT POINT KNOWN AS RICH MOUNTAIN.  IT IS 16 FEET
 EK0837'SOUTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 16
 EK0837'FEET NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.
 EK0837'THE DISK IS CEMENTED IN A 5 INCH PIPE WHICH PROJECTS 12
 EK0837'INCHES AND STAMPED RICH 1930.
 EK0837'
 EK0837'REFERENCE MARK NO. 1 IS 89 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 EK0837'LEG OF THE LOOKOUT TOWER.  THE MARK IS SET IN A 3 FEET SQUARE
 EK0837'CONCRETE GUYING ANCHOR FOR THE OLD TOWER.  THE DISK IS STAMPED
 EK0837'RICH NO 1 1930.
 EK0837'
 EK0837'REFERENCE MARK NO. 2 IS 55 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 EK0837'LEG OF THE LOOKOUT TOWER AND 12 FEET SOUTHEAST OF THE SOUTHWEST
 EK0837'GUYING ANCHOR OF THE PRESENT TOWER.  THE MARK IS SET IN A 3 FEET
 EK0837'SQUARE CONCRETE GUYING ANCHOR FOR THE OLD TOWER.
 EK0837'
 EK0837'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.  NONE WAS
 EK0837'SET.
 EK0837'
 EK0837'TO REACH FROM THE POST OFFICE IN MENA, GO WESTERLY ON THE MAIN
 EK0837'STREET AND UP HILL FOR 9.85 MILES TO A SIDE ROAD LEFT.  HERE
 EK0837'TURN SHARP LEFT 0.2 MILE TO THE LOOKOUT TOWER AND THE STATION.
 EK0837'
 EK0837'OBSERVATIONS TAKEN FROM A 90 FT. STEEL TOWER.
 EK0837
 EK0837                          STATION RECOVERY (1956)
 EK0837
 EK0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EK0837'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EK0837'THE WOODEN TOWER MENTIONED IN THE 1952 DESCRIPTION HAS BEEN
 EK0837'REMOVED AND A STEEL TOWER BUILT (IN 1953) JUST WEST OF THE
 EK0837'STATION.  A NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ABOUT
 EK0837'8-1/4 MILE NW OF MENA, ON A PROMINENT POINT KNOWN AS RICH
 EK0837'MOUNTAIN.  IT IS 44 FEET SE OF THE NE LEG AND 44 FEET NE OF
 EK0837'THE SE LEG OF THE LOOKOUT TOWER.  THE DISK IS CEMENTED IN A 5
 EK0837'INCH PIPE WHICH PROJECTS 12 INCHES.
 EK0837'
 EK0837'REFERENCE MARK 1 IS 115 FEET ESE OF THE SE LEG OF THE TOWER,
 EK0837'SET IN A 3 FEET SQUARE CONCRETE GUYING ANCHOR FOR THE ORIGINAL
 EK0837'TOWER.
 EK0837'
 EK0837'REFERENCE MARK 2 IS 46 FEET SSE OF THE SW LEG OF THE LOOKOUT
 EK0837'TOWER, SET IN A 3 FOOT SQUARE CONCRETE GUYING ANCHOR FOR
 EK0837'THE ORIGINAL TOWER.
 EK0837'
 EK0837'THERE IS NO GROUND AZIMUTH MARK.
 EK0837
 EK0837                          STATION RECOVERY (1961)
 EK0837
 EK0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0837'STATION RECOVERED AS DESCRIBED EXCEPT THE PRESENT LOOKOUT
 EK0837'TOWER IS LOCATED ABOUT 31 FEET WEST OF THE 1952 LOCATION.
 EK0837'THE CONCRETE FOUNDATIONS FOR THE OLD TOWER REMAINS.  ALL
 EK0837'MARKS FOUND IN GOOD CONDITION.
 EK0837'
 EK0837'THE 1952 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EK0837
 EK0837                          STATION RECOVERY (1973)
 EK0837
 EK0837'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1973 (JT)
 EK0837'RICH 1930 SURFACE MARK LOOSE.
 EK0837
 EK0837                          STATION RECOVERY (2004)
 EK0837
 EK0837'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EK0837'THE STATION WAS RECOVERED BUT IS LEANING TO THE WEST. RM'S RECOVERED
 EK0837'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1876 ***********************************************************************
 FG1876  DESIGNATION -  RICH
 FG1876  PID         -  FG1876
 FG1876  STATE/COUNTY-  AR/LOGAN
 FG1876  USGS QUAD   -  SCRANTON (1993)
 FG1876
 FG1876                         *CURRENT SURVEY CONTROL
 FG1876  ___________________________________________________________________
 FG1876* NAD 83(1997)-  35 15 07.65864(N)    093 34 02.03492(W)     ADJUSTED  
 FG1876* NAVD 88     -       531.     (meters)    1742.     (feet)  SCALED    
 FG1876  ___________________________________________________________________
 FG1876  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FG1876  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FG1876
 FG1876  HORZ ORDER  -  FIRST
 FG1876
 FG1876.The horizontal coordinates were established by classical geodetic methods
 FG1876.and adjusted by the National Geodetic Survey in September 1999..
 FG1876
 FG1876.The orthometric height was scaled from a topographic map.
 FG1876
 FG1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1876
 FG1876.The geoid height was determined by GEOID03.
 FG1876
 FG1876;                    North         East     Units Scale Factor Converg.
 FG1876;SPC AR N     -   103,067.296   257,383.277   MT  0.99995263   -0 54 43.1
 FG1876;SPC AR N     -   338,146.62    844,431.63   sFT  0.99995263   -0 54 43.1
 FG1876;UTM  15      - 3,901,151.048   448,398.136   MT  0.99963281   -0 19 38.6
 FG1876
 FG1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1876!SPC AR N     -   0.99992129  x   0.99995263  =   0.99987392
 FG1876!UTM  15      -   0.99992129  x   0.99963281  =   0.99955413
 FG1876
 FG1876|---------------------------------------------------------------------|
 FG1876| PID    Reference Object                     Distance      Geod. Az  |
 FG1876|                                                           dddmmss.s |
 FG1876| CI2172 RICH RM 1                            27.068 METERS 18526     |
 FG1876| FG1875 RICH MOUNTAIN LOT                    21.150 METERS 22531     |
 FG1876| CI2171 RICH AZ MK                                         2463850.6 |
 FG1876| CI2173 RICH RM 2                            29.022 METERS 27043     |
 FG1876| FG1879 SUBIACO SUBIACO COLLEGE TANK        APPROX. 7.8 KM 3110439.8 |
 FG1876|---------------------------------------------------------------------|
 FG1876
 FG1876                          SUPERSEDED SURVEY CONTROL
 FG1876
 FG1876  NAD 83(1997)-  35 15 07.66972(N)    093 34 02.03249(W) AD(       ) 1
 FG1876  NAD 83(1986)-  35 15 07.67023(N)    093 34 02.03061(W) AD(       ) 1
 FG1876  NAD 27      -  35 15 07.35500(N)    093 34 01.34700(W) AD(       ) 1
 FG1876
 FG1876.Superseded values are not recommended for survey control.
 FG1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1876.See file dsdata.txt to determine how the superseded data were derived.
 FG1876
 FG1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4839801151(NAD 83)
 FG1876_MARKER: DS = TRIANGULATION STATION DISK
 FG1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1876
 FG1876  HISTORY     - Date     Condition        Report By
 FG1876  HISTORY     - 1940     MONUMENTED       CGS
 FG1876  HISTORY     - 1959     POOR             CGS
 FG1876
 FG1876                          STATION DESCRIPTION
 FG1876
 FG1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1876'STATION IS LOCATED ABOUT 3.5 MILES SW OF MIDWAY, 4.5 MILES
 FG1876'SE OF SUBIACO, AND 9.5 MILES ESE OF PARIS ON THE HIGHEST POINT
 FG1876'OF A TIMBERED PEAK KNOWN LOCALLY AS RICH MOUNTAIN.  IT IS STAMPED
 FG1876'RICH 1940 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS
 FG1876'69.38 FEET NE OF THE CENTER OF THE RICH MOUNTAIN FIRE TOWER,
 FG1876'41.0 FEET N OF THE NW CORNER OF SHED, AND 6.5 FEET SW OF A
 FG1876'WHITE REFERENCE POST.
 FG1876'
 FG1876'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1876'DISKS SET IN CONCRETE.
 FG1876'
 FG1876'REFERENCE MARK NO.1 STAMPED RICH NO.1 1940 PROJECTS ABOUT
 FG1876'6 INCHES ABOVE THE GROUND.  IT IS 37.2 FEET SSW OF THE SW CORNER
 FG1876'OF SHED, 33.4 FEET SE OF THE SE CORNER OF FENCE AROUND RICH
 FG1876'MOUNTAIN FIRE TOWER, AT ABOUT THE SAME ELEVATION AS THE STATION.
 FG1876'
 FG1876'REFERENCE MARK NO.2 STAMPED RICH NO.2 1940 PROJECTS ABOUT 6
 FG1876'INCHES ABOVE THE GROUND AT ABOUT THE SAME ELEVATION AS THE
 FG1876'STATION.  IT IS 43.3 FEET NW OF THE NW CORNER OF FENCE AROUND
 FG1876'RICH MOUNTAIN FIRE TOWER, AND 14.6 FEET N OF THE CENTER LINE
 FG1876'OF A TRACK ROAD.
 FG1876'
 FG1876'AZIMUTH MARK, STAMPED RICH 1940 PROJECTS ABOUT 6 INCHES ABOVE
 FG1876'THE GROUND.  IT IS 1.0 FOOT S OF FENCE, 63.0 FEET E OF WHITE
 FG1876'REFERENCE POST, AND 54.0 FEET N OF THE CENTER LINE OF A DIRT
 FG1876'ROAD.
 FG1876'
 FG1876'THIS STATION IS REACHED AS FOLLOWS- FROM THE COURTHOUSE IN
 FG1876'PARIS GO S ON STATE HIGHWAY 109, 1.0 MILE TO THE JUNCTION OF
 FG1876'STATE HIGHWAY 109 AND THE MAGAZINE MOUNTAIN ROAD.  TAKE MAGAZINE
 FG1876'MOUNTAIN ROAD SE 6.5 MILES TO A FORK AT SIGN RICH MOUNTAIN
 FG1876'FIRE TOWER 6.0 MILES.  TAKE LEFT FORK STRAIGHT AHEAD, AND
 FG1876'FOLLOW MAIN ROAD 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 FG1876'(N).  CONTINUE NE 1.2 MILES TO RICH MOUNTAIN FIRE TOWER AND
 FG1876'STATION.
 FG1876
 FG1876                          STATION RECOVERY (1959)
 FG1876
 FG1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1876'PART OF THE TOP OF THE SURFACE STATION MARK WAS CHIPPED OFF
 FG1876'AND THE DISK WAS BROKEN OFF.  THE SHANK OF THE DISK REMAINS
 FG1876'IN THE CONCRETE AND THE CENTER OF THE SHANK CAN BE USED FOR
 FG1876'THE STATION.  THE REFERENCE MARKS AND THE AZIMUTH MARK FOUND IN
 FG1876'GOOD CONDITION.  THE FIRE TOWER HAS BEEN TORN DOWN BUT THE
 FG1876'FOUNDATIONS REMAIN.  THE STATION MARK IS ABOUT 35 FEET SOUTHEAST
 FG1876'OF A LARGE OAK TREE WITH THE LETTERS B M PAINTED ON THE SOUTH
 FG1876'SIDE OF THE TREE.
 FG1876'
 FG1876'THE AZIMUTH MARK IS 1.25 MILES SOUTHWEST OF THE STATION, 0.8
 FG1876'MILE WEST OF A FORK AND ABOUT 0.1 MILE EAST OF A HOUSE THAT
 FG1876'IS ON THE NORTH SIDE OF THE ROAD.  THE MARK IS NORTHWEST OF
 FG1876'A POINT WHERE THE ROAD CROSSES THE HIGHEST POINT OF A SMALL RISE
 FG1876'AND 1 FOOT SOUTH OF THE SECOND FENCE LINE NORTH OF THE ROAD.
 FG1876'
 FG1876'THE DESCRIPTION TO REACH THE STATION FROM PARIS IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3122 ***********************************************************************
 EH3122  DESIGNATION -  RIDDELL
 EH3122  PID         -  EH3122
 EH3122  STATE/COUNTY-  AR/PHILLIPS
 EH3122  USGS QUAD   -  WEST HELENA (1982)
 EH3122
 EH3122                         *CURRENT SURVEY CONTROL
 EH3122  ___________________________________________________________________
 EH3122* NAD 83(1997)-  34 34 18.51155(N)    090 40 32.67948(W)     ADJUSTED  
 EH3122* NAVD 88     -        72.85   (meters)     239.0    (feet)  RESET     
 EH3122  ___________________________________________________________________
 EH3122  X           -     -62,006.089 (meters)                     COMP
 EH3122  Y           -  -5,257,199.346 (meters)                     COMP
 EH3122  Z           -   3,598,880.010 (meters)                     COMP
 EH3122  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EH3122  ELLIP HEIGHT-          45.81  (meters)          (09/24/01) GPS OBS
 EH3122  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH3122
 EH3122  HORZ ORDER  -  FIRST
 EH3122  VERT ORDER  -  THIRD
 EH3122  ELLP ORDER  -  FOURTH    CLASS II
 EH3122
 EH3122.This mark is at Thompson-Robbins Airport (HEE)
 EH3122
 EH3122.The horizontal coordinates were established by GPS observations
 EH3122.and adjusted by the National Geodetic Survey in September 1999..
 EH3122
 EH3122.The orthometric height was computed from unverified reset data.
 EH3122
 EH3122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3122
 EH3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3122
 EH3122.The ellipsoidal height was determined by GPS observations
 EH3122.and is referenced to NAD 83.
 EH3122
 EH3122.The geoid height was determined by GEOID03.
 EH3122
 EH3122;                    North         East     Units Scale Factor Converg.
 EH3122;SPC AR S     -   612,093.759   521,507.277   MT  0.99996235   +0 44 28.2
 EH3122;SPC AR S     - 2,008,177.61  1,710,978.46   sFT  0.99996235   +0 44 28.2
 EH3122;UTM  15      - 3,828,014.689   713,212.083   MT  1.00016035   +1 19 09.7
 EH3122
 EH3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3122!SPC AR S     -   0.99999281  x   0.99996235  =   0.99995516
 EH3122!UTM  15      -   0.99999281  x   1.00016035  =   1.00015316
 EH3122
 EH3122:                Primary Azimuth Mark                     Grid Az
 EH3122:SPC AR S     -  RIDDELL AZ MK                            088 47 12.6
 EH3122:UTM  15      -  RIDDELL AZ MK                            088 12 31.1
 EH3122
 EH3122|---------------------------------------------------------------------|
 EH3122| PID    Reference Object                     Distance      Geod. Az  |
 EH3122|                                                           dddmmss.s |
 EH3122| EH3123 RIDDELL AZ MK                       APPROX. 0.6 KM 0893140.8 |
 EH3122| EH0899 V 170                               290.785 METERS 10932     |
 EH3122|---------------------------------------------------------------------|
 EH3122
 EH3122                          SUPERSEDED SURVEY CONTROL
 EH3122
 EH3122  ELLIP H (09/14/99)   45.92   (m)                       GP(       ) 4 1
 EH3122  NAD 83(1997)-  34 34 18.51348(N)    090 40 32.67815(W) AD(       ) 1
 EH3122  NAD 83(1997)-  34 34 18.51441(N)    090 40 32.67782(W) AD(       ) 1
 EH3122  NAD 83(1986)-  34 34 18.52032(N)    090 40 32.67581(W) AD(       ) 1
 EH3122  NGVD 29 (08/21/02)   72.89   (m)          239.1    (f) RESET       3  
 EH3122
 EH3122.Superseded values are not recommended for survey control.
 EH3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3122.See file dsdata.txt to determine how the superseded data were derived.
 EH3122
 EH3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1321228015(NAD 83)
 EH3122_MARKER: DS = TRIANGULATION STATION DISK
 EH3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3122_SP_SET: CONCRETE POST
 EH3122_STAMPING: RIDDELL 1986
 EH3122_MARK LOGO: NGS   
 EH3122_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3122+STABILITY: SURFACE MOTION
 EH3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3122+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 EH3122
 EH3122  HISTORY     - Date     Condition        Report By
 EH3122  HISTORY     - 1986     MONUMENTED       NGS
 EH3122  HISTORY     - 19890601 GOOD             NGS
 EH3122  HISTORY     - 19900413 GOOD
 EH3122  HISTORY     - 20050412 GOOD             USACE
 EH3122
 EH3122                          STATION DESCRIPTION
 EH3122
 EH3122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EH3122'STATION IS LOCATED ABOUT 8.3 KM (5.2 MI) NORTHEAST OF WALNUT GROVE,
 EH3122'7.0 KM (4.3 MI) SOUTHEAST OF LEXA, AND 4.2 KM (2.6 MI) NORTHWEST OF
 EH3122'WEST HELENA.  AT THE HELENA-WEST HELENA THOMPSON-ROBBINS MUNICIPAL
 EH3122'AIRPORT.  OWNERSHIP--CITIES OF HELENA-WEST HELENA AR 72342. AIRPORT
 EH3122'MANAGER IS DARRYL RIDDELL, P.O.BOX 2482, WEST HELENA AR 72390. PHONE
 EH3122'IS 501-572-9011 OR HOME 501-572-4020.
 EH3122'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 49 AND STATE HIGHWAY 185 IN
 EH3122'NORTHWEST WEST HELENA.  GO NORTH ON STATE HIGHWAY 185 FOR 1.63 KM
 EH3122'(1.01 MI) TO A PAVED ROAD STRAIGHT AHEAD AND STATE HIGHWAY 185 TURNS
 EH3122'EAST.  CONTINUE NORTH, WEST AND NORTHEAST ON THE PAVED ROAD AND
 EH3122'AIRPORT ENTRANCE ROAD, AROUND THE WEST SIDE OF THE ARKANSAS NATIONAL
 EH3122'GUARD ARMORY FOR 0.45 KM (0.28 MI) TO A GATE.  PASS THROUGH THE GATE
 EH3122'AND GO NORTH AND NORTHWEST ACROSS AN APRON PASSING AIRPORT OFFICE IN
 EH3122'THE NORTHWEST CORNER OF A HANGER FOR 0.14 KM (0.09 MI) TO A TAXIWAY
 EH3122'ON THE LEFT.  TURN LEFT AND GO WEST ON THE TAXIWAY FOR 0.28 KM
 EH3122'(0.17 MI) TO THE STATION ON THE RIGHT.
 EH3122'STATION IS A STANDARD NGS STATION MARK DISK STAMPED---RIDDELL---. SET
 EH3122'IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 EH3122'GROUND.  IT IS 72.1 M (236.5 FT) NORTH-NORTHWEST OF THE WINDSOCK
 EH3122'POLE, 57.8 M (189.6 FT) EAST OF THE EAST EDGE OF A TAXIWAY, 50.8 M
 EH3122'(166.7 FT) SOUTHEAST OF THE THIRD RUNWAY LIGHT EAST OF THE WEST END
 EH3122'OF RUNWAY 8, 50.6 M (166.0 FT) SOUTHWEST OF THE FOURTH RUNWAY LIGHT
 EH3122'EAST OF THE WEST END OF RUNWAY 8, 44.8 M (147.0 FT) SOUTH OF THE
 EH3122'SOUTH EDGE OF RUNWAY 8-26, 18.2 M (59.7 FT) NORTH OF THE NORTH EDGE
 EH3122'OF A TAXIWAY.
 EH3122'1986 DESCRIPTIONS STATE THAT THIS MARK HAS AN ELEVATION ESTABLISHED,
 EH3122'BUT NO DATA TO ESTABLISH PROOF OF AN ELEVATION.
 EH3122'DESCRIBED BY E.J.HANSMANN.  GPS OPERATOR SHOULD CHECK DESCREPENCY IN
 EH3122'STAMPING AND NOTIFY PROJECT DIRECTOR OF ANY CHANGE.
 EH3122
 EH3122                          STATION RECOVERY (1990)
 EH3122
 EH3122'RECOVERED 1990
 EH3122'RECOVERED IN GOOD CONDITION.
 EH3122
 EH3122                          STATION RECOVERY (2005)
 EH3122
 EH3122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH3122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3123 ***********************************************************************
 EH3123  DESIGNATION -  RIDDELL AZ MK
 EH3123  PID         -  EH3123
 EH3123  STATE/COUNTY-  AR/PHILLIPS
 EH3123  USGS QUAD   -  WEST HELENA (1982)
 EH3123
 EH3123                         *CURRENT SURVEY CONTROL
 EH3123  ___________________________________________________________________
 EH3123* NAD 83(1997)-  34 34 18.66187(N)    090 40 10.53859(W)     ADJUSTED  
 EH3123* NAVD 88     -        72.75   (meters)     238.7    (feet)  RESET     
 EH3123  ___________________________________________________________________
 EH3123  X           -     -61,441.739 (meters)                     COMP
 EH3123  Y           -  -5,257,203.261 (meters)                     COMP
 EH3123  Z           -   3,598,883.768 (meters)                     COMP
 EH3123  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EH3123  ELLIP HEIGHT-          45.71  (meters)          (09/24/01) GPS OBS
 EH3123  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH3123
 EH3123  HORZ ORDER  -  FIRST
 EH3123  VERT ORDER  -  THIRD
 EH3123  ELLP ORDER  -  FOURTH    CLASS II
 EH3123
 EH3123.This mark is at Thompson-Robbins Airport (HEE)
 EH3123
 EH3123.The horizontal coordinates were established by GPS observations
 EH3123.and adjusted by the National Geodetic Survey in September 1999..
 EH3123
 EH3123.The orthometric height was computed from unverified reset data.
 EH3123
 EH3123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3123
 EH3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3123
 EH3123.The ellipsoidal height was determined by GPS observations
 EH3123.and is referenced to NAD 83.
 EH3123
 EH3123.The geoid height was determined by GEOID03.
 EH3123
 EH3123;                    North         East     Units Scale Factor Converg.
 EH3123;SPC AR S     -   612,105.708   522,071.502   MT  0.99996235   +0 44 40.6
 EH3123;SPC AR S     - 2,008,216.81  1,712,829.59   sFT  0.99996235   +0 44 40.6
 EH3123;UTM  15      - 3,828,032.334   713,776.271   MT  1.00016332   +1 19 22.3
 EH3123
 EH3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3123!SPC AR S     -   0.99999282  x   0.99996235  =   0.99995518
 EH3123!UTM  15      -   0.99999282  x   1.00016332  =   1.00015614
 EH3123
 EH3123:                Primary Azimuth Mark                     Grid Az
 EH3123:SPC AR S     -  RIDDELL                                  268 47 12.8
 EH3123:UTM  15      -  RIDDELL                                  268 12 31.1
 EH3123
 EH3123|---------------------------------------------------------------------|
 EH3123| PID    Reference Object                     Distance      Geod. Az  |
 EH3123|                                                           dddmmss.s |
 EH3123| EH3122 RIDDELL                             APPROX. 0.6 KM 2693153.4 |
 EH3123|---------------------------------------------------------------------|
 EH3123
 EH3123                          SUPERSEDED SURVEY CONTROL
 EH3123
 EH3123  ELLIP H (09/14/99)   45.82   (m)                       GP(       ) 4 1
 EH3123  NAD 83(1997)-  34 34 18.66380(N)    090 40 10.53726(W) AD(       ) 1
 EH3123  NAD 83(1997)-  34 34 18.66473(N)    090 40 10.53693(W) AD(       ) 1
 EH3123  NAD 83(1986)-  34 34 18.67064(N)    090 40 10.53491(W) AD(       ) 1
 EH3123  NGVD 29 (08/21/02)   72.78   (m)          238.8    (f) RESET       3  
 EH3123
 EH3123.Superseded values are not recommended for survey control.
 EH3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3123.See file dsdata.txt to determine how the superseded data were derived.
 EH3123
 EH3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1377628032(NAD 83)
 EH3123_MARKER: DZ = AZIMUTH MARK DISK
 EH3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3123_SP_SET: CONCRETE POST
 EH3123_STAMPING: RIDDELL 1986
 EH3123_MARK LOGO: NGS   
 EH3123_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3123+STABILITY: SURFACE MOTION
 EH3123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3123+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 EH3123
 EH3123  HISTORY     - Date     Condition        Report By
 EH3123  HISTORY     - 1986     MONUMENTED       NGS
 EH3123  HISTORY     - 19890601 GOOD             NGS
 EH3123  HISTORY     - 19900416 GOOD
 EH3123
 EH3123                          STATION DESCRIPTION
 EH3123
 EH3123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EH3123'STATION IS LOCATED ABOUT 8.3 KM (5.2 MI) NORTHEAST OF WALNUT GROVE,
 EH3123'7.0 KM (4.3 MI) SOUTHEAST OF LEXA, AND 4.2 KM (2.6 MI) NORTHWEST OF
 EH3123'WEST HELENA.  AT THE HELENA-WEST HELENA THOMPSON-ROBBINS MUNICIPAL
 EH3123'AIRPORT.  OWNERSHIP--CITIES OF HELENA-WEST HELENA AR 72342. AIRPORT
 EH3123'MANAGER IS DARRYL RIDDELL, P.O.BOX 2482, WEST HELENA AR 72390. PHONE
 EH3123'IS 501-572-9011 OR HOME 501-572-4020.
 EH3123'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 49 AND STATE HIGHWAY 185 IN
 EH3123'NORTHWEST WEST HELENA.  GO NORTH ON STATE HIGHWAY 185 FOR 1.63 KM
 EH3123'(1.01 MI) TO A PAVED ROAD STRAIGHT AHEAD AND STATE HIGHWAY 185 TURNS
 EH3123'EAST.  CONTINUE NORTH, WEST, AND NORTHEAST ON THE PAVED ROAD AND
 EH3123'AIRPORT ENTRANCE ROAD, AROUND THE WEST SIDE OF THE ARKANSAS NATIONAL
 EH3123'GUARD ARMORY FOR 0.45 KM (0.28 MI) TO A GATE.  PASS THROUGH THE GATE
 EH3123'AND GO NORTH AND EAST ACROSS AN APRON, PASSING AIRPORT OFFICE IN THE
 EH3123'NORTHEAST CORNER OF A HANGER FOR 0.31 KM (0.19 MI) TO THE EAST EDGE
 EH3123'OF THE APRON AND THE STATION STRAIGHT AHEAD.
 EH3123'STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---RIDDELL 1986---.
 EH3123'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 EH3123'GROUND.  IT IS 64.9 M (212.9 FT) NORTH OF THE WEST ONE OF THREE
 EH3123'STORAGE TANKS, 53.2 M (174.5 FT) SOUTHWEST OF THE SECOND RUNWAY LIGHT
 EH3123'WEST OF THE END OF RUNWAY 26, 41.0 M (134.5 FT) SOUTH-SOUTHEAST OF
 EH3123'THE THIRD RUNWAY LIGHT WEST OF THE EAST END OF RUNWAY 26, 39.6 M
 EH3123'(129.9 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 8-26, 32.2 M (105.6 FT)
 EH3123'EAST OF THE EAST EDGE OF AN APRON, AND 0.8 M (2.6 FT) WEST OF A
 EH3123'CARSONITE WITNESS POST.
 EH3123'1986 DESCRIPTIONS STATES THAT THIS MARK HAS AN ELEVATION ESTABLISHED,
 EH3123'BUT NO DATA TO ESTABLISH PROOF OF AN ELEVATION.
 EH3123'DESCRIBED BY E.J.HANSMANN.
 EH3123
 EH3123                          STATION RECOVERY (1990)
 EH3123
 EH3123'RECOVERED 1990
 EH3123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2125 ***********************************************************************
 FF2125  DESIGNATION -  RISHER
 FF2125  PID         -  FF2125
 FF2125  STATE/COUNTY-  AR/CRAIGHEAD
 FF2125  USGS QUAD   -  RISHER (1980)
 FF2125
 FF2125                         *CURRENT SURVEY CONTROL
 FF2125  ___________________________________________________________________
 FF2125* NAD 83(1997)-  35 44 46.33203(N)    090 58 26.45379(W)     ADJUSTED  
 FF2125* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 FF2125  ___________________________________________________________________
 FF2125  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FF2125  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FF2125
 FF2125  HORZ ORDER  -  SECOND
 FF2125
 FF2125.The horizontal coordinates were established by classical geodetic methods
 FF2125.and adjusted by the National Geodetic Survey in September 1999..
 FF2125
 FF2125.The orthometric height was scaled from a topographic map.
 FF2125
 FF2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2125
 FF2125.The geoid height was determined by GEOID03.
 FF2125
 FF2125;                    North         East     Units Scale Factor Converg.
 FF2125;SPC AR N     -   157,230.045   492,794.836   MT  0.99993992   +0 35 49.3
 FF2125;SPC AR N     -   515,845.57  1,616,777.72   sFT  0.99993992   +0 35 49.3
 FF2125;UTM  15      - 3,957,691.878   683,192.712   MT  1.00001355   +1 11 02.0
 FF2125
 FF2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2125!SPC AR N     -   0.99999272  x   0.99993992  =   0.99993264
 FF2125!UTM  15      -   0.99999272  x   1.00001355  =   1.00000627
 FF2125
 FF2125:                Primary Azimuth Mark                     Grid Az
 FF2125:SPC AR N     -  CASH R BRANDS RICE MILLS ELEV            037 21 04.4
 FF2125:UTM  15      -  CASH R BRANDS RICE MILLS ELEV            036 45 51.7
 FF2125
 FF2125|---------------------------------------------------------------------|
 FF2125| PID    Reference Object                     Distance      Geod. Az  |
 FF2125|                                                           dddmmss.s |
 FF2125| FF2131 CASH R BRANDS RICE MILLS ELEV       APPROX. 6.8 KM 0375653.7 |
 FF2125| CI5400 RISHER RM 1                          26.921 METERS 13954     |
 FF2125| CI5399 RISHER AZ MK                                       2151945.2 |
 FF2125| CI5401 RISHER RM 2                          30.645 METERS 24237     |
 FF2125|---------------------------------------------------------------------|
 FF2125
 FF2125                          SUPERSEDED SURVEY CONTROL
 FF2125
 FF2125  NAD 83(1997)-  35 44 46.33680(N)    090 58 26.45403(W) AD(       ) 2
 FF2125  NAD 83(1986)-  35 44 46.34385(N)    090 58 26.45362(W) AD(       ) 2
 FF2125  NAD 27      -  35 44 46.06740(N)    090 58 26.01940(W) AD(       ) 2
 FF2125
 FF2125.Superseded values are not recommended for survey control.
 FF2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2125.See file dsdata.txt to determine how the superseded data were derived.
 FF2125
 FF2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8319357692(NAD 83)
 FF2125_MARKER: DS = TRIANGULATION STATION DISK
 FF2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2125
 FF2125  HISTORY     - Date     Condition        Report By
 FF2125  HISTORY     - 1954     MONUMENTED       CGS
 FF2125  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF2125
 FF2125                          STATION DESCRIPTION
 FF2125
 FF2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2125'THE STATION IS IN SECTION 22, T 13 N., W 1 E, ABOUT 13 MILES
 FF2125'EAST OF TUCKERMAN, 5 MILES SOUTH OF CASH, ON THE EAST SIDE
 FF2125'OF STATE HIGHWAY 18 IN A POINT OF GROUND FORMED BY A DIRT
 FF2125'ROAD LEADING SOUTH AND THE HIGHWAY, ACROSS THE HIGHWAY FROM
 FF2125'THE RALPH D, BURKE GROCERY STORE, 99 FEET EAST OF THE CENTER
 FF2125'OF THE HIGHWAY, 40 FEET SOUTH OF A POWERLINE POLE, 28 FEET
 FF2125'WEST OF A GRAVELED ROAD, 7 FEET WEST OF A WHITE 4 IN X 4 IN
 FF2125'WITNESS POST AND ON LAND OWNED BY MR. BUD FARLEY.
 FF2125'
 FF2125'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 FF2125'18 AND A GRAVELED ROAD AT THE SOUTH EDGE OF THE TOWN OF
 FF2125'CASH, GO SOUTHWESTERLY ON STATE HIGHWAY 18 AND A GRAVELED
 FF2125'ROAD AT THE SOUTH EDGE OF THE TOWN OF CASH, GO SOUTHWESTERLY
 FF2125'ON STATE HIGHWAY 18 FOR 5 MILES TO THE SMALL SETTLEMENT OF
 FF2125'RISHER AND THE STATION AS DESCRIBED.
 FF2125'
 FF2125'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 FF2125'ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FF2125'
 FF2125'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 FF2125'DISK IS STAMPED RISHER 1954.
 FF2125'
 FF2125'REFERENCE MARK 1 IS 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FF2125'OF A HOUSE AND 21 FEET EAST OF A GRAVELED ROAD.  THE MARK
 FF2125'PROJECTS 4 INCHES AND THE DISK IS STAMPED RISHER NO 1 1954.
 FF2125'
 FF2125'REFERENCE MARK 2 IS 47 FEET EAST OF THE CENTER OF THE HIGHWAY.
 FF2125'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RISHER
 FF2125'NO 2 1954.
 FF2125'
 FF2125'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF THE HIGHWAY,
 FF2125'2 FEET NORTH OF A POWERLINE POLE AND 2 FEET NORTHEAST OF
 FF2125'A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 3 INCHES
 FF2125'AND THE DISK IS STAMPED RISHER 1954.
 FF2125'
 FF2125'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH
 FF2125'CONCRETE POSTS.
 FF2125'
 FF2125'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2125
 FF2125                          STATION RECOVERY (2002)
 FF2125
 FF2125'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1349 ***********************************************************************
 DL1349  DESIGNATION -  RISINGER
 DL1349  PID         -  DL1349
 DL1349  STATE/COUNTY-  AR/UNION
 DL1349  USGS QUAD   -  LOCKHART (1981)
 DL1349
 DL1349                         *CURRENT SURVEY CONTROL
 DL1349  ___________________________________________________________________
 DL1349* NAD 83(1997)-  33 00 48.24656(N)    092 35 21.52517(W)     ADJUSTED  
 DL1349* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 DL1349  ___________________________________________________________________
 DL1349  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DL1349  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL1349
 DL1349  HORZ ORDER  -  SECOND
 DL1349
 DL1349.The horizontal coordinates were established by classical geodetic methods
 DL1349.and adjusted by the National Geodetic Survey in September 1999..
 DL1349
 DL1349.The orthometric height was scaled from a topographic map.
 DL1349
 DL1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1349
 DL1349.The geoid height was determined by GEOID03.
 DL1349
 DL1349;                    North         East     Units Scale Factor Converg.
 DL1349;SPC AR S     -   438,617.196   344,931.301   MT  1.00007588   -0 19 47.4
 DL1349;SPC AR S     - 1,439,029.92  1,131,662.11   sFT  1.00007588   -0 19 47.4
 DL1349;SPC LA N     -   278,695.605   991,653.905   MT  1.00009747   -0 02 50.0
 DL1349;SPC LA N     -   914,353.83  3,253,451.19   sFT  1.00009747   -0 02 50.0
 DL1349;UTM  15      - 3,652,847.575   538,359.044   MT  0.99961814   +0 13 25.5
 DL1349
 DL1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1349!SPC AR S     -   0.99999455  x   1.00007588  =   1.00007043
 DL1349!SPC LA N     -   0.99999455  x   1.00009747  =   1.00009202
 DL1349!UTM  15      -   0.99999455  x   0.99961814  =   0.99961269
 DL1349
 DL1349:                Primary Azimuth Mark                     Grid Az
 DL1349:SPC AR S     -  RISINGER AZ MK                           012 50 22.8
 DL1349:SPC LA N     -  RISINGER AZ MK                           012 33 25.4
 DL1349:UTM  15      -  RISINGER AZ MK                           012 17 09.9
 DL1349
 DL1349|---------------------------------------------------------------------|
 DL1349| PID    Reference Object                     Distance      Geod. Az  |
 DL1349|                                                           dddmmss.s |
 DL1349| CY6364 RISINGER AZ MK                                     0123035.4 |
 DL1349| CY6365 RISINGER RM 1                        21.436 METERS 20124     |
 DL1349| DL1350 TT 12 Y                             129.460 METERS 26036     |
 DL1349| CY6366 RISINGER RM 2                        19.662 METERS 32328     |
 DL1349| DL1353 UPLAND                              APPROX.12.3 KM 3260616.3 |
 DL1349|---------------------------------------------------------------------|
 DL1349
 DL1349                          SUPERSEDED SURVEY CONTROL
 DL1349
 DL1349  NAD 83(1997)-  33 00 48.25613(N)    092 35 21.51884(W) AD(       ) 2
 DL1349  NAD 83(1986)-  33 00 48.25909(N)    092 35 21.51661(W) AD(       ) 2
 DL1349  NAD 27      -  33 00 47.76900(N)    092 35 20.96600(W) AD(       ) 2
 DL1349
 DL1349.Superseded values are not recommended for survey control.
 DL1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1349.See file dsdata.txt to determine how the superseded data were derived.
 DL1349
 DL1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3835952848(NAD 83)
 DL1349_MARKER: DS = TRIANGULATION STATION DISK
 DL1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1349
 DL1349  HISTORY     - Date     Condition        Report By
 DL1349  HISTORY     - 1952     MONUMENTED       CGS
 DL1349  HISTORY     - 1964     GOOD             CGS
 DL1349
 DL1349                          STATION DESCRIPTION
 DL1349
 DL1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1349'THE STATION IS IN SECTION 6 R 2 W, T 20 N, ABOUT 8 MILES
 DL1349'EAST OF JUNCTION CITY, ABOUT 1 MILE NORTHWEST OF THE SETTLEMENT
 DL1349'OF LOCKHART, NEAR THE ARKANSAS-LOUISIANA STATE LINE, ON
 DL1349'PROPERTY OWNED BY R.J. RISINGER.  THE MARK IS 75 FEET NORTH
 DL1349'OF A WHITE 4 IN X 4 IN WITNESS POST, 50 FEET SOUTHWEST OF
 DL1349'THE NORTHWEST CORNER OF A HOUSE, 27 FEET SOUTH OF A 48-INCH
 DL1349'OAK TREE, 23 FEET NORTHWEST OF A GATE.
 DL1349'
 DL1349'TO REACH THE STATION FROM THE RAILROAD DEPOT IN JUNCTION CITY,
 DL1349'GO EAST ON THE MAIN GRAVELED ROAD 3.3 MILES TO THE TOP OF
 DL1349'A HILL, A CHURCH AND A Y-JUNCTION, CONTINUE EAST 3.3 MILES
 DL1349'TO A CROSS ROAD, CONTINUE EAST 1.8 MILES TO A T-JUNCTION
 DL1349'AND THE AZIMUTH MARK ON THE LEFT, TURN RIGHT AND GO SOUTH
 DL1349'FOR 0.5 MILE TO A T-JUNCTION AND A FARM HOUSE ON THE RIGHT,
 DL1349'TURN RIGHT AND GO WEST 0.2 MILE TO THE STATION ON THE RIGHT.
 DL1349'
 DL1349'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 DL1349'STAMPED RISINGER 1952.
 DL1349'
 DL1349'REFERENCE MARK 1 IS 4 FEET NORTH OF THE WITNESS POST AND
 DL1349'1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND
 DL1349'THE DISK IS STAMPED RISINGER NO 1 1952.
 DL1349'
 DL1349'REFERENCE MARK 2 IS 56 FEET WEST OF THE OAK TREE AND 1 FOOT
 DL1349'EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 DL1349'IS STAMPED RISINGER NO 2 1952.
 DL1349'
 DL1349'THE AZIMUTH MARK IS 125 FEET NORTHEAST OF THE CENTER OF THE
 DL1349'T-JUNCTION, 4 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS
 DL1349'POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES
 DL1349'AND THE DISK IS STAMPED RISINGER 1952.
 DL1349'
 DL1349'TT 12 Y (USGS) IS 6 FEET SOUTH OF THE CENTER OF A TRACK
 DL1349'ROAD AND 20 FEET SOUTH OF A TRANSFORMER POLE.  THE MARK IS
 DL1349'A STANDARD UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK
 DL1349'SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER THAT IS FLUSH
 DL1349'WITH THE GROUND AND THE DISK IS STAMPED TT. STA. 12Y. 1927.
 DL1349'202.  THE MEASUREMENT TO THIS MARK WAS DETERMINED BY A SECOND
 DL1349'ORDER TRAVERSE.
 DL1349'
 DL1349'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL1349
 DL1349                          STATION RECOVERY (1964)
 DL1349
 DL1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1349'THE STATION, REFERENCE MARKS AND U.S.G.S. MARK RECOVERED
 DL1349'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED
 DL1349'AND WAS FOUND LYING ON TOP OF THE GROUND JUST INSIDE FENCE
 DL1349'ON EAST SIDE OF THE HIGHWAY.
 DL1349'
 DL1349'R.M. NO. 1 IS FLUSH WITH THE GROUND AND R.M. NO. 2 WAS RECOVERED
 DL1349'3 INCHES BELOW THE SURFACE.  THE ROAD PAST THE U.S.G.S. MARK
 DL1349'HAS BEEN ABANDONED.  THIS MARK WAS RECOVERED FROM THE POWERLINE
 DL1349'POLE AND THE OLD ABANDONED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1805 ***********************************************************************
 EJ1805  DESIGNATION -  RISON
 EJ1805  PID         -  EJ1805
 EJ1805  STATE/COUNTY-  AR/CLEVELAND
 EJ1805  USGS QUAD   -  KEDRON (1984)
 EJ1805
 EJ1805                         *CURRENT SURVEY CONTROL
 EJ1805  ___________________________________________________________________
 EJ1805* NAD 83(1997)-  34 00 24.35568(N)    092 11 55.56815(W)     ADJUSTED  
 EJ1805* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 EJ1805  ___________________________________________________________________
 EJ1805  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 EJ1805  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 EJ1805
 EJ1805  HORZ ORDER  -  THIRD
 EJ1805
 EJ1805.The horizontal coordinates were established by classical geodetic methods
 EJ1805.and adjusted by the National Geodetic Survey in September 1999..
 EJ1805
 EJ1805.The orthometric height was scaled from a topographic map.
 EJ1805
 EJ1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1805
 EJ1805.The geoid height was determined by GEOID03.
 EJ1805
 EJ1805;                    North         East     Units Scale Factor Converg.
 EJ1805;SPC AR S     -   548,650.996   381,639.737   MT  0.99991859   -0 06 40.5
 EJ1805;SPC AR S     - 1,800,032.48  1,252,096.37   sFT  0.99991859   -0 06 40.5
 EJ1805;UTM  15      - 3,763,195.464   573,986.996   MT  0.99966748   +0 26 53.3
 EJ1805
 EJ1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1805!SPC AR S     -   0.99999136  x   0.99991859  =   0.99990995
 EJ1805!UTM  15      -   0.99999136  x   0.99966748  =   0.99965884
 EJ1805
 EJ1805|---------------------------------------------------------------------|
 EJ1805| PID    Reference Object                     Distance      Geod. Az  |
 EJ1805|                                                           dddmmss.s |
 EJ1805| CY6368 RISON RM 1                           32.784 METERS 09113     |
 EJ1805| DL1261 RISON MUNICIPAL TANK                APPROX. 5.5 KM 1703517.5 |
 EJ1805| DL1260 RISON CO COURTHOUSE CLOCKTOWER      APPROX. 5.5 KM 1710237.2 |
 EJ1805| CY6367 RISON AZ MK                                        1781109.1 |
 EJ1805| CY6369 RISON RM 2                           27.472 METERS 35346     |
 EJ1805|---------------------------------------------------------------------|
 EJ1805
 EJ1805                          SUPERSEDED SURVEY CONTROL
 EJ1805
 EJ1805  NAD 83(1986)-  34 00 24.36568(N)    092 11 55.56086(W) AD(       ) 3
 EJ1805  NAD 27      -  34 00 24.00486(N)    092 11 55.03724(W) AD(       ) 3
 EJ1805
 EJ1805.Superseded values are not recommended for survey control.
 EJ1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1805.See file dsdata.txt to determine how the superseded data were derived.
 EJ1805
 EJ1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7398763195(NAD 83)
 EJ1805_MARKER: DS = TRIANGULATION STATION DISK
 EJ1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1805
 EJ1805  HISTORY     - Date     Condition        Report By
 EJ1805  HISTORY     - 1964     MONUMENTED       CGS
 EJ1805  HISTORY     - 19690226 GOOD             USGS
 EJ1805
 EJ1805                          STATION DESCRIPTION
 EJ1805
 EJ1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1805'THE STATION IS ABOUT 3-1/2 MILES NORTH-NORTHWEST OF RISON,
 EJ1805'IN THE SOUTHEAST 1/4 OF SECTION 22, T 8 S, R 11 W. AND ON THE
 EJ1805'HIGHWAY RIGHT-OF-WAY.  IT IS 6 FEET SOUTH OF A WITNESS POST,
 EJ1805'16 FEET SOUTHEAST OF A 10 INCH PINE TREE, 17 FEET NORTHEAST
 EJ1805'OF A 12 INCH PINE TREE AND 54 FEET WEST OF THE CENTERLINE OF
 EJ1805'U.S. HIGHWAY 79.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 EJ1805'IS STAMPED RISON 1964.
 EJ1805'
 EJ1805'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 35 AND U.S.
 EJ1805'HIGHWAY 79 AT THE WEST EDGE OF RISON, GO NORTH ON U.S. HIGHWAY
 EJ1805'79 FOR 2.7 MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON
 EJ1805'THE RIGHT IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE
 EJ1805'NORTH ON HIGHWAY 79 FOR 0.55 MILE TO A STORE ON THE LEFT.
 EJ1805'CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE TO THE STATION ON
 EJ1805'THE LEFT.
 EJ1805'
 EJ1805'REFERENCE MARK 1 IS 53 FEET EAST OF THE CENTERLINE OF HIGHWAY
 EJ1805'79, 106 FEET EAST OF THE WITNESS POST AND 136 FEET NORTH OF
 EJ1805'A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EJ1805'RISON NO 1 1964.
 EJ1805'
 EJ1805'REFERENCE MARK 2 IS 64 FEET WEST OF THE CENTERLINE OF THE
 EJ1805'HIGHWAY AND 84 FEET NORTH-NORTHWEST OF THE WITNESS POST.  THE
 EJ1805'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED RISON NO
 EJ1805'2 1964.
 EJ1805'
 EJ1805'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A WITNESS POST, 2
 EJ1805'FEET SOUTHWEST OF A POWER POLE, 8 FEET SOUTHWEST OF A FENCE
 EJ1805'CORNER, 17 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND
 EJ1805'56 FEET EAST OF THE CENTERLINE OF HIGHWAY 79.  THE MONUMENT
 EJ1805'PROJECTS 6 INCHES AND THE DISK IS STAMPED RISON 1964.
 EJ1805'
 EJ1805'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ1805
 EJ1805                          STATION RECOVERY (1969)
 EJ1805
 EJ1805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ1805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1260 ***********************************************************************
 DL1260  DESIGNATION -  RISON CO COURTHOUSE CLOCKTOWER
 DL1260  PID         -  DL1260
 DL1260  STATE/COUNTY-  AR/CLEVELAND
 DL1260  USGS QUAD   -  RISON (1982)
 DL1260
 DL1260                         *CURRENT SURVEY CONTROL
 DL1260  ___________________________________________________________________
 DL1260* NAD 83(1997)-  33 57 29.61646(N)    092 11 22.51925(W)     ADJUSTED  
 DL1260* NAVD 88     -                                                        
 DL1260  ___________________________________________________________________
 DL1260  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DL1260  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DL1260
 DL1260  HORZ ORDER  -  THIRD
 DL1260
 DL1260.The horizontal coordinates were established by classical geodetic methods
 DL1260.and adjusted by the National Geodetic Survey in September 1999..
 DL1260
 DL1260
 DL1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1260
 DL1260.The geoid height was determined by GEOID03.
 DL1260
 DL1260;                    North         East     Units Scale Factor Converg.
 DL1260;SPC AR S     -   543,265.824   382,477.745   MT  0.99991935   -0 06 22.0
 DL1260;SPC AR S     - 1,782,364.62  1,254,845.74   sFT  0.99991935   -0 06 22.0
 DL1260;UTM  15      - 3,757,820.073   574,877.289   MT  0.99966911   +0 27 09.7
 DL1260
 DL1260                          SUPERSEDED SURVEY CONTROL
 DL1260
 DL1260  NAD 83(1986)-  33 57 29.62639(N)    092 11 22.51205(W) AD(       ) 4
 DL1260  NAD 27      -  33 57 29.26467(N)    092 11 21.99111(W) AD(       ) 3
 DL1260
 DL1260.Superseded values are not recommended for survey control.
 DL1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1260.See file dsdata.txt to determine how the superseded data were derived.
 DL1260
 DL1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7487757820(NAD 83)
 DL1260_MARKER: 55 = TOWER
 DL1260
 DL1260  HISTORY     - Date     Condition        Report By
 DL1260  HISTORY     - 1964     FIRST OBSERVED   CGS
 DL1260
 DL1260                          STATION DESCRIPTION
 DL1260
 DL1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1260'THE STATION IS THE CENTER OF THE TOP OF THE CLOCKTOWER,
 DL1260'LOCATED NEAR THE CENTER OF THE CLEVELAND COUNTY COURTHOUSE
 DL1260'IN RISON.  IT IS A BRICK TOWER PAINTED RED WITH A RED TILE
 DL1260'ROOF AND HAS A CLOCK IN THE NORTH-SOUTH AND EAST-WEST SIDES.
 DL1260'THE OVERALL HEIGHT IS ABOUT 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1261 ***********************************************************************
 DL1261  DESIGNATION -  RISON MUNICIPAL TANK
 DL1261  PID         -  DL1261
 DL1261  STATE/COUNTY-  AR/CLEVELAND
 DL1261  USGS QUAD   -  RISON (1982)
 DL1261
 DL1261                         *CURRENT SURVEY CONTROL
 DL1261  ___________________________________________________________________
 DL1261* NAD 83(1997)-  33 57 28.90520(N)    092 11 20.66725(W)     ADJUSTED  
 DL1261* NAVD 88     -                                                        
 DL1261  ___________________________________________________________________
 DL1261  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DL1261  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DL1261
 DL1261  HORZ ORDER  -  THIRD
 DL1261
 DL1261.The horizontal coordinates were established by classical geodetic methods
 DL1261.and adjusted by the National Geodetic Survey in September 1999..
 DL1261
 DL1261
 DL1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1261
 DL1261.The geoid height was determined by GEOID03.
 DL1261
 DL1261;                    North         East     Units Scale Factor Converg.
 DL1261;SPC AR S     -   543,243.823   382,525.250   MT  0.99991935   -0 06 21.0
 DL1261;SPC AR S     - 1,782,292.44  1,255,001.59   sFT  0.99991935   -0 06 21.0
 DL1261;UTM  15      - 3,757,798.541   574,924.996   MT  0.99966920   +0 27 10.8
 DL1261
 DL1261                          SUPERSEDED SURVEY CONTROL
 DL1261
 DL1261  NAD 83(1986)-  33 57 28.91514(N)    092 11 20.66004(W) AD(       ) 4
 DL1261  NAD 27      -  33 57 28.55347(N)    092 11 20.13913(W) AD(       ) 3
 DL1261
 DL1261.Superseded values are not recommended for survey control.
 DL1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1261.See file dsdata.txt to determine how the superseded data were derived.
 DL1261
 DL1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7492557799(NAD 83)
 DL1261_MARKER: 53 = ELEVATED TANK
 DL1261
 DL1261  HISTORY     - Date     Condition        Report By
 DL1261  HISTORY     - 1964     FIRST OBSERVED   CGS
 DL1261
 DL1261                          STATION DESCRIPTION
 DL1261
 DL1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1261'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 DL1261'ABOUT 200 FEET SOUTHEAST OF THE CLEVELAND COUNTY COURTHOUSE
 DL1261'IN RISON.  IT IS A FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE
 DL1261'PAINTED SILVER AND THE OVERALL HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2934 ***********************************************************************
 EH2934  DESIGNATION -  RIVER
 EH2934  PID         -  EH2934
 EH2934  STATE/COUNTY-  AR/PRAIRIE
 EH2934  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH2934
 EH2934                         *CURRENT SURVEY CONTROL
 EH2934  ___________________________________________________________________
 EH2934* NAD 83(1997)-  34 47 41.58944(N)    091 26 54.56024(W)     ADJUSTED  
 EH2934* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 EH2934  ___________________________________________________________________
 EH2934  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 EH2934  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2934
 EH2934  HORZ ORDER  -  FIRST
 EH2934
 EH2934.The horizontal coordinates were established by classical geodetic methods
 EH2934.and adjusted by the National Geodetic Survey in September 1999..
 EH2934
 EH2934.The orthometric height was scaled from a topographic map.
 EH2934
 EH2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2934
 EH2934.The geoid height was determined by GEOID03.
 EH2934
 EH2934;                    North         East     Units Scale Factor Converg.
 EH2934;SPC AR S     -   636,190.404   450,471.824   MT  1.00000642   +0 18 31.2
 EH2934;SPC AR S     - 2,087,234.68  1,477,922.98   sFT  1.00000642   +0 18 31.2
 EH2934;UTM  15      - 3,851,393.866   641,936.434   MT  0.99984830   +0 53 07.8
 EH2934
 EH2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2934!SPC AR S     -   0.99999590  x   1.00000642  =   1.00000232
 EH2934!UTM  15      -   0.99999590  x   0.99984830  =   0.99984420
 EH2934
 EH2934                          SUPERSEDED SURVEY CONTROL
 EH2934
 EH2934  NAD 83(1986)-  34 47 41.59614(N)    091 26 54.55589(W) AD(       ) 1
 EH2934  NAD 27      -  34 47 41.25729(N)    091 26 54.09031(W) AD(       ) 1
 EH2934
 EH2934.Superseded values are not recommended for survey control.
 EH2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2934.See file dsdata.txt to determine how the superseded data were derived.
 EH2934
 EH2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4193651394(NAD 83)
 EH2934_MARKER: N = NAIL
 EH2934_SETTING: 0 = UNSPECIFIED SETTING
 EH2934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2934
 EH2934  HISTORY     - Date     Condition        Report By
 EH2934  HISTORY     - 1916     MONUMENTED       CGS
 EH2934  HISTORY     - 1935     GOOD             CGS
 EH2934  HISTORY     - 1951     MARK NOT FOUND   CGS
 EH2934
 EH2934                          STATION DESCRIPTION
 EH2934
 EH2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH2934'STATION IS ON TRESTLE WHICH FORMS W APPROACH TO STEEL BRIDGE
 EH2934'OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY ACROSS WHITE
 EH2934'RIVER, 1 MILE E OF DE VALLS BLUFF RAILWAY STATION, ON
 EH2934'PROLONGATION OF EASTWARD TANGENT TO CURVE OF S RAIL, ON
 EH2934'N END OF CAP OF THIRTY-SIXTH BENT OF TRESTLE FROM W ABUTMENT OF
 EH2934'BRIDGE, 1.71 METERS (5.6 FEET) N OF N RAIL OF MAIN TRACK, AND 1
 EH2934'METER (3 FEET) BELOW IT.  MARKED BY A TWENTY-PENNY NAIL
 EH2934'IN CENTER OF TRIANGLE OF EIGHT-PENNY NAILS DRIVEN IN CAP.
 EH2934
 EH2934                          STATION RECOVERY (1935)
 EH2934
 EH2934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH2934'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EH2934
 EH2934                          STATION RECOVERY (1951)
 EH2934
 EH2934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 EH2934'STATION WAS REPORTED LOST OR DESTROYED IN REPAIR OF THE BRIDGE
 EH2934'ACCORDING TO THE BRIDGE WATCHMAN.  NO ATTEMPT AT RECOVERY
 EH2934'WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1164 ***********************************************************************
 FF1164  DESIGNATION -  RM
 FF1164  PID         -  FF1164
 FF1164  STATE/COUNTY-  AR/JACKSON
 FF1164  USGS QUAD   -  AUVERGNE (1981)
 FF1164
 FF1164                         *CURRENT SURVEY CONTROL
 FF1164  ___________________________________________________________________
 FF1164* NAD 83(1986)-  35 30 45.     (N)    091 13 49.     (W)     SCALED    
 FF1164* NAVD 88     -        70.52   (+/-2cm)     231.4    (feet)  VERTCON   
 FF1164  ___________________________________________________________________
 FF1164  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF1164
 FF1164  VERT ORDER  -  ? (See Below)
 FF1164
 FF1164.The horizontal coordinates were scaled from a topographic map and have
 FF1164.an estimated accuracy of +/- 6 seconds.
 FF1164
 FF1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1164.The vertical order pertains to the NGVD 29 superseded value.
 FF1164
 FF1164.The geoid height was determined by GEOID03.
 FF1164
 FF1164;                    North         East    Units  Estimated Accuracy
 FF1164;SPC AR N     -   131,090.      469,820.      MT  (+/- 180 meters Scaled)
 FF1164
 FF1164                          SUPERSEDED SURVEY CONTROL
 FF1164
 FF1164  NGVD 29 (??/??/??)   70.465  (m)          231.18   (f) ADJUSTED    ?  
 FF1164
 FF1164.Superseded values are not recommended for survey control.
 FF1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1164.See file dsdata.txt to determine how the superseded data were derived.
 FF1164
 FF1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV604313(NAD 83)
 FF1164_MARKER: DR = REFERENCE MARK DISK
 FF1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1164_STAMPING: REFERENCE MARK
 FF1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1164+STABILITY: SURFACE MOTION
 FF1164
 FF1164  HISTORY     - Date     Condition        Report By
 FF1164  HISTORY     - UNK      MONUMENTED       DOD
 FF1164  HISTORY     - 1935     GOOD             CGS
 FF1164  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1164
 FF1164                          STATION DESCRIPTION
 FF1164
 FF1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1164'AT AUVERGNE.
 FF1164'260 FEET NORTH OF CORPS OF ENGINEERS, U.S. ARMY BENCH MARK L
 FF1164'10-4 DESCRIBED ABOVE, 120 FEET SOUTHWEST OF BENCH MARK U 74
 FF1164'DESCRIBED BELOW, 12 FEET WEST OF THE CENTERLINE OF THE TRACK,
 FF1164'AND 46 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 17.  A
 FF1164'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED REFERENCE
 FF1164'MARK AND SET IN THE TOP OF A CONCRETE POST.  231.184 FEET.)
 FF1164
 FF1164                          STATION RECOVERY (1964)
 FF1164
 FF1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0853 ***********************************************************************
 FF0853  DESIGNATION -  RM
 FF0853  PID         -  FF0853
 FF0853  STATE/COUNTY-  AR/CRAIGHEAD
 FF0853  USGS QUAD   -  OTWELL (1980)
 FF0853
 FF0853                         *CURRENT SURVEY CONTROL
 FF0853  ___________________________________________________________________
 FF0853* NAD 83(1986)-  35 43 34.     (N)    090 50 12.     (W)     SCALED    
 FF0853* NAVD 88     -        77.173  (meters)     253.19   (feet)  ADJUSTED  
 FF0853  ___________________________________________________________________
 FF0853  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF0853  DYNAMIC HT  -          77.107 (meters)     252.98  (feet)  COMP
 FF0853  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 FF0853
 FF0853  VERT ORDER  -  FIRST     CLASS II
 FF0853
 FF0853.The horizontal coordinates were scaled from a topographic map and have
 FF0853.an estimated accuracy of +/- 6 seconds.
 FF0853
 FF0853.The orthometric height was determined by differential leveling
 FF0853.and adjusted by the National Geodetic Survey in June 1991..
 FF0853
 FF0853.The geoid height was determined by GEOID03.
 FF0853
 FF0853.The dynamic height is computed by dividing the NAVD 88
 FF0853.geopotential number by the normal gravity value computed on the
 FF0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0853.degrees latitude (g = 980.6199 gals.).
 FF0853
 FF0853.The modeled gravity was interpolated from observed gravity values.
 FF0853
 FF0853;                    North         East    Units  Estimated Accuracy
 FF0853;SPC AR N     -   155,140.      505,240.      MT  (+/- 180 meters Scaled)
 FF0853
 FF0853                          SUPERSEDED SURVEY CONTROL
 FF0853
 FF0853  NGVD 29 (??/??/??)   77.101  (m)          252.96   (f) ADJUSTED    1 2
 FF0853
 FF0853.Superseded values are not recommended for survey control.
 FF0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0853.See file dsdata.txt to determine how the superseded data were derived.
 FF0853
 FF0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV956557(NAD 83)
 FF0853_MARKER: DR = REFERENCE MARK DISK
 FF0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0853+STABILITY: SURFACE MOTION
 FF0853
 FF0853  HISTORY     - Date     Condition        Report By
 FF0853  HISTORY     - UNK      MONUMENTED       DOD
 FF0853  HISTORY     - 1956     GOOD             CGS
 FF0853  HISTORY     - 20020821 MARK NOT FOUND   USACE
 FF0853
 FF0853                          STATION DESCRIPTION
 FF0853
 FF0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0853'3.7 MI S FROM GIBSON.
 FF0853'3.7 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0853'THE ROAD CROSSING AT GIBSON, AT OTWELL, 193 FEET EAST-NORTHEAST
 FF0853'OF CENTER OF INTERSECTION OF STATE HIGHWAY 39 AND AN EAST-WEST
 FF0853'ROAD, 192 FEET EAST OF CENTER LINE OF HIGHWAY 39, 109 FEET
 FF0853'EAST-SOUTHEAST OF SOUTHEAST CORNER OF POST OFFICE, 21 FEET NORTH
 FF0853'OF CENTER LINE OF ROAD, 8 FEET EAST OF A FENCE CORNER, IN A FENCE
 FF0853'LINE, ABOUT 1 FOOT ABOVE LEVEL OF GRAVEL ROAD AND SET IN THE TOP
 FF0853'OF A CONCRETE POST PROJECTING 6 INCHES.
 FF0853
 FF0853                          STATION RECOVERY (2002)
 FF0853
 FF0853'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0773 ***********************************************************************
 FG0773  DESIGNATION -  RM
 FG0773  PID         -  FG0773
 FG0773  STATE/COUNTY-  AR/NEWTON
 FG0773  USGS QUAD   -  LURTON (1980)
 FG0773
 FG0773                         *CURRENT SURVEY CONTROL
 FG0773  ___________________________________________________________________
 FG0773* NAD 83(1986)-  35 48 34.     (N)    093 00 54.     (W)     SCALED    
 FG0773* NAVD 88     -       670.779  (meters)    2200.71   (feet)  ADJUSTED  
 FG0773  ___________________________________________________________________
 FG0773  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0773  DYNAMIC HT  -         670.123 (meters)    2198.56  (feet)  COMP
 FG0773  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 FG0773
 FG0773  VERT ORDER  -  SECOND    CLASS 0
 FG0773
 FG0773.The horizontal coordinates were scaled from a topographic map and have
 FG0773.an estimated accuracy of +/- 6 seconds.
 FG0773
 FG0773.The orthometric height was determined by differential leveling
 FG0773.and adjusted by the National Geodetic Survey in June 1991..
 FG0773
 FG0773.The geoid height was determined by GEOID03.
 FG0773
 FG0773.The dynamic height is computed by dividing the NAVD 88
 FG0773.geopotential number by the normal gravity value computed on the
 FG0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0773.degrees latitude (g = 980.6199 gals.).
 FG0773
 FG0773.The modeled gravity was interpolated from observed gravity values.
 FG0773
 FG0773;                    North         East    Units  Estimated Accuracy
 FG0773;SPC AR N     -   164,240.      308,270.      MT  (+/- 180 meters Scaled)
 FG0773
 FG0773                          SUPERSEDED SURVEY CONTROL
 FG0773
 FG0773  NGVD 29 (??/??/92)  670.677  (m)         2200.38   (f) ADJ UNCH    2 0
 FG0773
 FG0773.Superseded values are not recommended for survey control.
 FG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0773.See file dsdata.txt to determine how the superseded data were derived.
 FG0773
 FG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV986628(NAD 83)
 FG0773_MARKER: R = RIVET
 FG0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0773_SP_SET: OAK TREE
 FG0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0773
 FG0773  HISTORY     - Date     Condition        Report By
 FG0773  HISTORY     - 1935     MONUMENTED       USGS
 FG0773  HISTORY     - 1935     GOOD             NGS
 FG0773
 FG0773                          STATION DESCRIPTION
 FG0773
 FG0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0773'5.1 MI N FROM MOORE.
 FG0773'5.1 MILES NORTH ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF THE
 FG0773'LURTON ROAD AT MOORE, NEWTON COUNTY, 125 FEET SOUTHEAST OF THE
 FG0773'KETCHERSIDE TOWER, 100 FEET SOUTHEAST OF THE KEEPERS HOUSE, 11 FEET
 FG0773'WEST OF THE CENTERLINE OF THE ROAD, 10 FEET NORTH OF THE CENTERLINE OF
 FG0773'THE TOWER ROAD, IN THE BASE OF A BLAZED 14-INCH OAK TREE, AND 18
 FG0773'INCHES HIGHER THAN THE ROAD.  A COPPER RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0775 ***********************************************************************
 FG0775  DESIGNATION -  RM N AND W
 FG0775  PID         -  FG0775
 FG0775  STATE/COUNTY-  AR/NEWTON
 FG0775  USGS QUAD   -  PARTHENON (1980)
 FG0775
 FG0775                         *CURRENT SURVEY CONTROL
 FG0775  ___________________________________________________________________
 FG0775* NAD 83(1986)-  35 54 58.     (N)    093 10 54.     (W)     SCALED    
 FG0775* NAVD 88     -       574.726  (meters)    1885.58   (feet)  ADJUSTED  
 FG0775  ___________________________________________________________________
 FG0775  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0775  DYNAMIC HT  -         574.168 (meters)    1883.75  (feet)  COMP
 FG0775  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 FG0775
 FG0775  VERT ORDER  -  SECOND    CLASS 0
 FG0775
 FG0775.The horizontal coordinates were scaled from a topographic map and have
 FG0775.an estimated accuracy of +/- 6 seconds.
 FG0775
 FG0775.The orthometric height was determined by differential leveling
 FG0775.and adjusted by the National Geodetic Survey in June 1991..
 FG0775
 FG0775.The geoid height was determined by GEOID03.
 FG0775
 FG0775.The dynamic height is computed by dividing the NAVD 88
 FG0775.geopotential number by the normal gravity value computed on the
 FG0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0775.degrees latitude (g = 980.6199 gals.).
 FG0775
 FG0775.The modeled gravity was interpolated from observed gravity values.
 FG0775
 FG0775;                    North         East    Units  Estimated Accuracy
 FG0775;SPC AR N     -   176,240.      293,350.      MT  (+/- 180 meters Scaled)
 FG0775
 FG0775                          SUPERSEDED SURVEY CONTROL
 FG0775
 FG0775  NGVD 29 (??/??/92)  574.624  (m)         1885.25   (f) ADJ UNCH    2 0
 FG0775
 FG0775.Superseded values are not recommended for survey control.
 FG0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0775.See file dsdata.txt to determine how the superseded data were derived.
 FG0775
 FG0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV836746(NAD 83)
 FG0775_MARKER: N = NAIL
 FG0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0775_SP_SET: OAK TREE
 FG0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0775
 FG0775  HISTORY     - Date     Condition        Report By
 FG0775  HISTORY     - 1935     MONUMENTED       USGS
 FG0775  HISTORY     - 1935     GOOD             NGS
 FG0775  HISTORY     - 20050519 MARK NOT FOUND   ARHD
 FG0775
 FG0775                          STATION DESCRIPTION
 FG0775
 FG0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0775'7.7 MI N FROM DEER.
 FG0775'7.7 MILES NORTH ALONG STATE HIGHWAY 7 FROM DEER, NEWTON COUNTY, AT THE
 FG0775'JUNCTION OF THE RED ROCK ROAD, 54 FEET NORTH OF A STONE CULVERT UNDER
 FG0775'THE RED ROCK ROAD, 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 29
 FG0775'FEET WEST OF THE CENTERLINE OF THE REDROCK ROAD, AND IN THE BASE OF A
 FG0775'28-INCH FORKED OAK TREE.  A STANDARD COPPER NAIL AND WASHER.
 FG0775
 FG0775                          STATION RECOVERY (2005)
 FG0775
 FG0775'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (TPS)
 FG0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1693 ***********************************************************************
 EJ1693  DESIGNATION -  RNG LITTLE ROCK RADIO LIT
 EJ1693  PID         -  EJ1693
 EJ1693  STATE/COUNTY-  AR/PULASKI
 EJ1693  USGS QUAD   -  SWEET HOME (1986)
 EJ1693
 EJ1693                         *CURRENT SURVEY CONTROL
 EJ1693  ___________________________________________________________________
 EJ1693* NAD 83(1997)-  34 41 02.79898(N)    092 11 13.71384(W)     ADJUSTED  
 EJ1693* NAVD 88     -                                                        
 EJ1693  ___________________________________________________________________
 EJ1693  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 EJ1693  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EJ1693
 EJ1693  HORZ ORDER  -  THIRD
 EJ1693
 EJ1693.The horizontal coordinates were established by classical geodetic methods
 EJ1693.and adjusted by the National Geodetic Survey in September 1999..
 EJ1693
 EJ1693
 EJ1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1693
 EJ1693.The geoid height was determined by GEOID03.
 EJ1693
 EJ1693;                    North         East     Units Scale Factor Converg.
 EJ1693;SPC AR S     -   623,781.265   382,850.996   MT  0.99998263   -0 06 17.1
 EJ1693;SPC AR S     - 2,046,522.37  1,256,070.31   sFT  0.99998263   -0 06 17.1
 EJ1693;UTM  15      - 3,838,313.641   574,459.386   MT  0.99966833   +0 27 45.3
 EJ1693
 EJ1693                          SUPERSEDED SURVEY CONTROL
 EJ1693
 EJ1693  NAD 83(1986)-  34 41 02.80919(N)    092 11 13.70388(W) AD(       ) 4
 EJ1693  NAD 27      -  34 41 02.47899(N)    092 11 13.17149(W) AD(       ) 3
 EJ1693
 EJ1693.Superseded values are not recommended for survey control.
 EJ1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1693.See file dsdata.txt to determine how the superseded data were derived.
 EJ1693
 EJ1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7445938314(NAD 83)
 EJ1693_MARKER: 42 = RADIO/TV MAST
 EJ1693
 EJ1693  HISTORY     - Date     Condition        Report By
 EJ1693  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1693
 EJ1693                          STATION DESCRIPTION
 EJ1693
 EJ1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1693'THE STATION IS THE CENTER 1 OF 5 MASTS.  IT IS A 4 COURSE
 EJ1693'LOW FREQUENCY RADIO RANGE OWNED AND OPERATED BY THE FAA.  THE MAST
 EJ1693'IS A 3 LEG STEEL SELF SUPPORTING STRUCTURE PAINTED IN ALTERNATE
 EJ1693'SECTIONS OF INTERNATIONAL RED AND WHITE.  THIS RANGE IS NOT
 EJ1693'IN USE AT THE PRESENT TIME AND WE WERE TOLD THAT IT IS TO BE
 EJ1693'TORN DOWN IN THE NEAR FUTURE.
 EJ1693'
 EJ1693'ABOUT 8 MILES SOUTHEAST OF LITTLE ROCK, 4 MILES EAST OF SWEET
 EJ1693'HOME AND ON GOVERNMENT LEASED PROPERTY.
 EJ1693'
 EJ1693'TO REACH FROM THE INTERSECTION OF ROOSEVELT AND CONFEDERATE ROADS
 EJ1693'IN THE SOUTH EDGE OF LITTLE ROCK, GO SOUTHEAST AND EAST
 EJ1693'ON ROOSEVELT ROAD FOR 1.3 MILES TO A CROSSROAD.  CONTINUE EAST ON
 EJ1693'THE PAVED ROAD FOR 2.2 MILES TO A ROAD FORK.  KEEP RIGHT
 EJ1693'AND CONTINUE EAST FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN
 EJ1693'RIGHT AND GO SOUTH ON FOURCHE DAM PIKE FOR 1.05 MILES TO A
 EJ1693'T-ROAD.  TURN LEFT AND GO EAST ON FRAZIER PIKE FOR 0.75 MILE TO A
 EJ1693'PAVED ROAD SOUTH.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD
 EJ1693'FOR 1.55 MILES TO THE RNG ON THE RIGHT.
 EJ1693'
 EJ1693'THE OVERALL HEIGHT IS 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1857 ***********************************************************************
 FG1857  DESIGNATION -  ROBERTS
 FG1857  PID         -  FG1857
 FG1857  STATE/COUNTY-  AR/LOGAN
 FG1857  USGS QUAD   -  DELAWARE (1993)
 FG1857
 FG1857                         *CURRENT SURVEY CONTROL
 FG1857  ___________________________________________________________________
 FG1857* NAD 83(1997)-  35 18 42.31855(N)    093 20 59.32220(W)     ADJUSTED  
 FG1857* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 FG1857  ___________________________________________________________________
 FG1857  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 FG1857  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FG1857
 FG1857  HORZ ORDER  -  FIRST
 FG1857
 FG1857.The horizontal coordinates were established by classical geodetic methods
 FG1857.and adjusted by the National Geodetic Survey in September 1999..
 FG1857
 FG1857.The orthometric height was scaled from a topographic map.
 FG1857
 FG1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1857
 FG1857.The geoid height was determined by GEOID03.
 FG1857
 FG1857;                    North         East     Units Scale Factor Converg.
 FG1857;SPC AR N     -   109,388.714   277,257.667   MT  0.99994718   -0 47 07.6
 FG1857;SPC AR N     -   358,886.14    909,636.20   sFT  0.99994718   -0 47 07.6
 FG1857;UTM  15      - 3,907,672.528   468,200.578   MT  0.99961246   -0 12 07.9
 FG1857
 FG1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1857!SPC AR N     -   0.99995768  x   0.99994718  =   0.99990486
 FG1857!UTM  15      -   0.99995768  x   0.99961246  =   0.99957015
 FG1857
 FG1857|---------------------------------------------------------------------|
 FG1857| PID    Reference Object                     Distance      Geod. Az  |
 FG1857|                                                           dddmmss.s |
 FG1857| CI2195 ROBERTS RM 3                         31.687 METERS 00813     |
 FG1857| CI2193 ROBERTS RM 1                         38.085 METERS 01343     |
 FG1857| CI2192 ROBERTS AZ MK                                      0993959.7 |
 FG1857| CI2194 ROBERTS RM 2                         29.450 METERS 14615     |
 FG1857| CI2196 ROBERTS RM 4                         19.831 METERS 26538     |
 FG1857|---------------------------------------------------------------------|
 FG1857
 FG1857                          SUPERSEDED SURVEY CONTROL
 FG1857
 FG1857  NAD 83(1997)-  35 18 42.33015(N)    093 20 59.31977(W) AD(       ) 1
 FG1857  NAD 83(1986)-  35 18 42.33021(N)    093 20 59.31962(W) AD(       ) 1
 FG1857  NAD 27      -  35 18 42.02500(N)    093 20 58.66800(W) AD(       ) 1
 FG1857
 FG1857.Superseded values are not recommended for survey control.
 FG1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1857.See file dsdata.txt to determine how the superseded data were derived.
 FG1857
 FG1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6820107673(NAD 83)
 FG1857_MARKER: DS = TRIANGULATION STATION DISK
 FG1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1857
 FG1857  HISTORY     - Date     Condition        Report By
 FG1857  HISTORY     - 1940     MONUMENTED       CGS
 FG1857  HISTORY     - 1959     GOOD             CGS
 FG1857
 FG1857                          STATION DESCRIPTION
 FG1857
 FG1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1857'STATION IS LOCATED ABOUT 3-1/2 MILES NW OF DELAWARE, AND 4
 FG1857'MILES NE OF NEW BLAINE.  IT IS ON THE HIGHEST POINT OF A
 FG1857'PROMINENT TIMBERED RIDGE, ON LAND OWNED AND OCCUPIED BY
 FG1857'J.W. ROBERTS.
 FG1857'
 FG1857'THE MARK IS 33 FEET N OF THE NE CORNER OF AN ABANDONED
 FG1857'SCHOOLHOUSE, AND 150 FEET SW OF AN ABANDONED FARMHOUSE.
 FG1857'IT IS AT A RIGHT-ANGLE TURN IN THE ROAD, AND 100 FEET W OF
 FG1857'THE CENTER LINE OF THE ROAD.
 FG1857'
 FG1857'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1857'DISKS SET IN CONCRETE.
 FG1857'
 FG1857'THE SURFACE MARK PROJECTS 6 INCHES AND IS STAMPED ROBERTS 1940.
 FG1857'THERE IS A WHITE REFERENCE POST 6 FEET S OF THE STATION.
 FG1857'
 FG1857'REFERENCE MARK NO.1 IS ABOUT 1/2 METER LOWER THAN THE STATION,
 FG1857'AT THE E EDGE OF A SMALL GROWTH OF OAK TREES, AND 20 FEET
 FG1857'S OF THE CENTER LINE OF THE ROAD.  IT PROJECTS 2 INCHES AND
 FG1857'IS STAMPED ROBERTS, NO.1, 1940.
 FG1857'
 FG1857'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE
 FG1857'STATION, 30 FEET S OF THE CENTER LINE OF THE ROAD LEADING E
 FG1857'FROM THE SCHOOL, AND 15 FEET SE OF A WELL.  IT PROJECTS
 FG1857'6 INCHES, AND IS STAMPED ROBERTS, NO.2, 1940.
 FG1857'
 FG1857'THE AZIMUTH MARK IS 0.5 MILE E OF THE STATION, 10 FEET E OF
 FG1857'THE CENTER LINE OF A N-S ROAD, AT THE W END OF A CLEARED
 FG1857'TRACT OF LAND AND ABOUT 150 YARDS SE OF THE RESIDENCE OF J.W.
 FG1857'ROBERTS.  THE MARK PROJECTS 5 INCHES AND IS STAMPED ROBERTS,
 FG1857'1940.  THERE IS A WHITE REFERENCE POST 3 FEET S OF THE MARK.
 FG1857'
 FG1857'TO REACH THE AZIMUTH MARK GO E FOR 0.5 MILE, THEN S ABOUT
 FG1857'100 YARDS.
 FG1857'
 FG1857'TO REACH THE STATION START AT THE POST OFFICE IN DELAWARE.
 FG1857'IT IS IN A FARMHOUSE ABOUT 0.3 MILE E OF THE MAIN PART OF
 FG1857'THE TOWN, ON THE S SIDE OF STATE HIGHWAY NO.22, AND OPPOSITE
 FG1857'A DIRT ROAD LEADING N.  GO N ON THE DIRT ROAD FOR 0.15 MILE,
 FG1857'TURN E, RIGHT, AND GO 0.15 MILE.  TURN LEFT, N, WITH
 FG1857'MAIN-TRAVELED ROAD AND GO N AND NW FOR 4.7 MILES TO THE ABANDONED
 FG1857'SCHOOL HOUSE AND STATION.
 FG1857'
 FG1857'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1857
 FG1857                          STATION RECOVERY (1959)
 FG1857
 FG1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1857'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FG1857'CONDITION.  A NEW HOUSE HAS BEEN BUILT JUST EAST OF THE
 FG1857'FORMER SITE OF A SCHOOL HOUSE.  THE STATION MARK IS 21 FEET
 FG1857'NORTH AND 3 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE.  R.M.
 FG1857'NO. 1 WAS IN THE EDGE OF THE MAIN ROAD AND WAS IN DANGER OF BEING
 FG1857'DESTROYED BY ROAD GRADING.  R.M. NO. 2 WAS RECOVERED TO
 FG1857'SOUTHEAST OF THE HOUSE AND THE HOUSE HAD BEEN BUILT ON LINE
 FG1857'BETWEEN THIS MARK AND THE STATION.  THESE MARKS WERE MOVED
 FG1857'AND THE DISKS WERE RESTAMPED NO. 3 AND NO. 4.
 FG1857'
 FG1857'R.M. NO. 3 IS 103.96 FEET NORTHEAST OF THE STATION, ON THE NORTH
 FG1857'SIDE OF THE DRIVEWAY AND 36 FEET WEST OF THE CENTERLINE OF THE
 FG1857'MAIN ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 FG1857'ROBERTS NO 3 1959.  R.M. NO. 4 IS 65.06 FEET NORTHWEST OF
 FG1857'THE STATION, ON THE NORTH SIDE OF A TRACK ROAD AND IN THE EDGE
 FG1857'OF THE WOODS.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK
 FG1857'IS STAMPED ROBERTS NO 4 1959.  THE AZIMUTH MARK IS 0.5 MILE
 FG1857'EAST AND ABOUT 0.05 MILE SOUTH OF THE STATION AND IS ON THE
 FG1857'EAST SIDE OF THE NORTH-SOUTH ROAD.
 FG1857'
 FG1857'TO REACH THE STATION FROM NEW BLAINE, FROM THE POST OFFICE,
 FG1857'GO EASTERLY ON STATE HIGHWAY 22 FOR 1.1 MILES TO CROSSROADS,
 FG1857'TURN LEFT AND GO NORTH, EAST AND NORTH ON MAIN ROAD FOR
 FG1857'2.55 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 FG1857'AND SOUTHEAST FOR 2.3 MILES TO A HOUSE ON RIGHT WHERE MAIN
 FG1857'ROAD TURNS LEFT AND STATION TO NORTH OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2072 ***********************************************************************
 EJ2072  CBN         -  This is a Cooperative Base Network Control Station.
 EJ2072  PACS        -  This is a Primary Airport Control Station.
 EJ2072  DESIGNATION -  ROCKPORT
 EJ2072  PID         -  EJ2072
 EJ2072  STATE/COUNTY-  AR/PULASKI
 EJ2072  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ2072
 EJ2072                         *CURRENT SURVEY CONTROL
 EJ2072  ___________________________________________________________________
 EJ2072* NAD 83(1997)-  34 49 54.46682(N)    092 15 28.05173(W)     ADJUSTED  
 EJ2072* NAVD 88     -       165.08   (meters)     541.6    (feet)  GPS OBS   
 EJ2072  ___________________________________________________________________
 EJ2072  X           -    -206,481.617 (meters)                     COMP
 EJ2072  Y           -  -5,237,152.141 (meters)                     COMP
 EJ2072  Z           -   3,622,644.491 (meters)                     COMP
 EJ2072  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 EJ2072  ELLIP HEIGHT-         138.20  (meters)          (09/21/01) GPS OBS
 EJ2072  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ2072
 EJ2072  HORZ ORDER  -  B
 EJ2072  ELLP ORDER  -  FOURTH    CLASS II
 EJ2072
 EJ2072.This mark is at North Little Rock Airport (1M1)
 EJ2072
 EJ2072.The horizontal coordinates were established by GPS observations
 EJ2072.and adjusted by the National Geodetic Survey in September 1997..
 EJ2072
 EJ2072.The orthometric height was determined by GPS observations and a
 EJ2072.high-resolution geoid model.
 EJ2072
 EJ2072.GPS derived orthometric heights for airport stations designated as
 EJ2072.PACS or SACS are published to 2 decimal places.  This maintains
 EJ2072.centimeter relative accuracy between the PACS and SACS.  It does
 EJ2072.not indicate centimeter accuracy relative to other marks which are
 EJ2072.part of the NAVD 88 network.
 EJ2072
 EJ2072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2072
 EJ2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2072
 EJ2072.The ellipsoidal height was determined by GPS observations
 EJ2072.and is referenced to NAD 83.
 EJ2072
 EJ2072.The geoid height was determined by GEOID03.
 EJ2072
 EJ2072;                    North         East     Units Scale Factor Converg.
 EJ2072;SPC AR S     -   640,178.917   376,418.238   MT  1.00001517   -0 08 39.4
 EJ2072;SPC AR S     - 2,100,320.33  1,234,965.50   sFT  1.00001517   -0 08 39.4
 EJ2072;UTM  15      - 3,854,641.255   567,866.662   MT  0.99965677   +0 25 26.2
 EJ2072
 EJ2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2072!SPC AR S     -   0.99997831  x   1.00001517  =   0.99999348
 EJ2072!UTM  15      -   0.99997831  x   0.99965677  =   0.99963508
 EJ2072
 EJ2072:                Primary Azimuth Mark                     Grid Az
 EJ2072:SPC AR S     -  ROCKPORT AZ MK                           355 42 44.5
 EJ2072:UTM  15      -  ROCKPORT AZ MK                           355 08 38.9
 EJ2072
 EJ2072|---------------------------------------------------------------------|
 EJ2072| PID    Reference Object                     Distance      Geod. Az  |
 EJ2072|                                                           dddmmss.s |
 EJ2072| EJ2073 ROCKPORT AZ MK                      APPROX. 0.8 KM 3553405.1 |
 EJ2072|---------------------------------------------------------------------|
 EJ2072
 EJ2072                          SUPERSEDED SURVEY CONTROL
 EJ2072
 EJ2072  ELLIP H (09/19/97)  138.19   (m)                       GP(       ) 4 1
 EJ2072  NAD 83(1986)-  34 49 54.48196(N)    092 15 28.03693(W) AD(       ) 1
 EJ2072  NAVD 88 (09/19/97)  165.07   (m)          541.6    (f) LEVELING    3  
 EJ2072  NGVD 29 (11/13/90)  165.0    (m)          541.     (f) GPS OBS        
 EJ2072
 EJ2072.Superseded values are not recommended for survey control.
 EJ2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2072.See file dsdata.txt to determine how the superseded data were derived.
 EJ2072
 EJ2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6786754641(NAD 83)
 EJ2072_MARKER: DH = HORIZONTAL CONTROL DISK
 EJ2072_SETTING: 66 = SET IN ROCK OUTCROP
 EJ2072_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EJ2072_STAMPING: ROCKPORT 1990
 EJ2072_MARK LOGO: NGS   
 EJ2072_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ2072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ2072+STABILITY: POSITION/ELEVATION WELL
 EJ2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ2072+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 EJ2072
 EJ2072  HISTORY     - Date     Condition        Report By
 EJ2072  HISTORY     - 1990     MONUMENTED       NGS
 EJ2072  HISTORY     - 19950529 GOOD             NGS
 EJ2072  HISTORY     - 19970123 GOOD             NGS
 EJ2072  HISTORY     - 20030317 GOOD             JCLS
 EJ2072  HISTORY     - 20051022 GOOD             WOOLPT
 EJ2072
 EJ2072                          STATION DESCRIPTION
 EJ2072
 EJ2072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EJ2072'STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) SOUTHWEST OF JACKSONVILLE,
 EJ2072'7.3 KM (4.5 MI) EAST-SOUTHEAST OF OAK GROVE, AND 3.8 KM (2.4 MI)
 EJ2072'NORTH OF NORTH LITTLE ROCK.  AT THE NORTH LITTLE ROCK MUNICIPAL
 EJ2072'AIRPORT.  --OWNERSHIP--CITY OF NORTH LITTLE ROCK. CITY HALL. NORTH
 EJ2072'LITTLE ROCK AR 72118.  PHONE IS 501-374-2233 (MAYOR). AIRPORT MANAGER
 EJ2072'IS JUDY WHEELER, P.O. BOX 9113, NORTH LITTLE ROCK AR 72119. PHONE IS
 EJ2072'501-835-5654 OR HOME 501-758-5631.
 EJ2072'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40
 EJ2072'NORTHBOUND LANES (EXIT 152) AND STATE HIGHWAY 176 IN WEST NORTH
 EJ2072'LITTLE ROCK.  GO NORTHERLY ON STATE HIGHWAY 176 (CAMP ROBINSON ROAD)
 EJ2072'FOR 3.16 KM (1.96 MI) TO WHERE STATE HIGHWAY 176 TURNS LEFT. CONTINUE
 EJ2072'NORTHERLY ON REMOUNT ROAD FOR 2.39 KM (1.49 MI) TO A PAVED ROAD ON
 EJ2072'THE RIGHT. TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD AND
 EJ2072'ALONG A CIRCLE DRIVE FOR 0.27 KM (0.17 MI) TO A LOCKED GATE.  ENTRY
 EJ2072'CODE FOR THE GATE IS 1228.  PASS THROUGH THE GATE AND GO NORTH ON A
 EJ2072'PAVED ROAD FOR 0.1 KM (0.1 MI) TO AN APRON ON THE RIGHT. TURN RIGHT
 EJ2072'AND GO EAST ACROSS THE APRON FOR 0.10 KM (0.06 MI) TO A TAXIWAY. TURN
 EJ2072'RIGHT AND GO SOUTH ALONG THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE
 EJ2072'STATION ON THE LEFT. NOTE=IF GROUND IS WET MAY BE BETTER TO REACH THE
 EJ2072'STATION FROM THE RUNWAY.
 EJ2072'THE STATION IS SET IN THE WEST END OF A 0.6 X 6 FT (1.8 M) EXPOSED
 EJ2072'PIECE OF ROCK, 37.0 M (121.4 FT) WEST OF THE CENTERLINE OF A RUNWAY,
 EJ2072'39.1 M (128.3 FT) EAST OF THE CENTERLINE OF A TAXIWAY, AND 22.2 M
 EJ2072'(72.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST LEG OF A SLOPE INDICATOR
 EJ2072'LIGHT.
 EJ2072'ENTRY CODE FOR THE LOCKED GATE IS 1228.
 EJ2072'DESCRIBED BY R.D.BALL.
 EJ2072
 EJ2072                          STATION RECOVERY (1995)
 EJ2072
 EJ2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 EJ2072'THIS STATION IS LOCATED AT THE NORTH LITTLE ROCK MUNICIPAL AIRPORT,
 EJ2072'JUST EAST OF THE MAIN TAXIWAY, 75.5 SOUTHWEST OF THE CENTER OF A
 EJ2072'PLASI, 84.6 FT (25.8 M) WEST OF THE WEST EDGE OF RUNWAY 17/35, 103.7
 EJ2072'FT (31.6 M) NORTH WEST OF RUNWAY LIGHT NO 13 THE THIRD LIGHT NORTH OF
 EJ2072'THE END 35, 113.9 FT (34.7 M) EAST OF THE EAST EDGE OF THE RAMP.  IT
 EJ2072'IS A STANDARD NGS BRASS DISK MONUMENT IN A ROCK OUT CROP ABOUT O.1 FT
 EJ2072'ABOVE THE GROUND STAMPED ROCKPORT 1990.
 EJ2072
 EJ2072                          STATION RECOVERY (1997)
 EJ2072
 EJ2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EJ2072'THE STATION IS LOCATED ON THE NORTH SIDE OF LITTLE ROCK, AT THE NORTH
 EJ2072'LITTLE ROCK MUNICIPAL AIRPORT, NEAR THE WEST SIDE OF THE AIRFIELD,
 EJ2072'BETWEEN THE MAIN RAMP AND RUNWAY 17-35 AND JUST EAST OF THE AIRPORT
 EJ2072'OFFICE.  OWNERSHIP--CITY OF NORTH LITTLE ROCK, 8230 REMOUNT ROAD,
 EJ2072'NORTH LITTLE ROCK AR 72118.  MAILING ADDRESS IS PO BOX 9113, NORTH
 EJ2072'LITTLE ROCK AR 72119.  AIRPORT MANAGER IS JUDY WHEELER, PHONE
 EJ2072'501-835-5654.  TO REACH THE STATION FROM THE UNDERPASS AT THE JUNCTION
 EJ2072'OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY 176 (CAMP ROBINSON ROAD) IN
 EJ2072'NORTH LITTLE ROCK (EXIT 152), GO NORTH ON HIGHWAY 176 FOR 3.22 KM
 EJ2072'(2.00 MI) TO A PAVED Y-JUNCTION.  TURN RIGHT, NORTH ON REMOUNT ROAD
 EJ2072'FOR 2.41 KM (1.50 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT.
 EJ2072'TURN RIGHT, EAST ON THE ROAD FOR 0.20 KM (0.10 MI) TO THE TERMINAL AND
 EJ2072'A GATE ON THE LEFT.  TURN LEFT, NORTH, PASSING THROUGH THE GATE FOR
 EJ2072'0.11 KM (0.05 MI) TO THE APRON.  TURN RIGHT, EAST ACROSS THE APRON FOR
 EJ2072'0.11 KM (0.05 MI) TO A TAXIWAY. TURN RIGHT, SOUTH ALONG THE TAXIWAY
 EJ2072'FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET
 EJ2072'IN THE TOP OF A 1.2 M (3.9 FT) X 0.3 M (1.0 FT) AREA OF EXPOSED ROCK
 EJ2072'OUTCROP PROJECTING 5 CM ABOVE GROUND.  IT IS 34.6 M (113.5 FT) EAST OF
 EJ2072'THE EAST EDGE OF THE TAXIWAY, 31.5 M (103.3 FT) NORTHWEST OF RUNWAY
 EJ2072'LIGHT NUMBER 13, 25.8 M (84.6 FT) WEST OF THE WEST EDGE OF RUNWAY
 EJ2072'17-35, 22.2 M (72.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EJ2072'CONCRETE PAD OF THE PLASI AND 1.6 M (5.2 FT) NORTHEAST OF A FIBERGLASS
 EJ2072'WITNESS POST. NOTE--THE STATION WAS USED AS AN AREA NAVIGATION
 EJ2072'APPROACH PRIMARY AIRPORT CONTROL STATION.
 EJ2072
 EJ2072                          STATION RECOVERY (2003)
 EJ2072
 EJ2072'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (FJO)
 EJ2072'RECOVERED IN GOOD CONDITION.
 EJ2072
 EJ2072                          STATION RECOVERY (2005)
 EJ2072
 EJ2072'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (KCH)
 EJ2072'DESCRIBED BY WOOLPERT, INC.  2005 (DJK)  THE STATION IS LOCATED
 EJ2072'APPROXIMATELY 6.96 KM (4.32 MI) NORTH OF NORTH LITTLE ROCK, 4.99 KM
 EJ2072'(3.1 MI) WEST OF CHERRYWOOD LAKE, 1.21 KM (0.75 MI) WEST-SOUTHWEST OF
 EJ2072'INTERSECTION OF AVAITION WY AND WEST MARYLAND AVE, IS LOCATED IN NORTH
 EJ2072'LITTLE ROCK AT THE NORTH LITTLE ROCK AIRPORT.  OWNER--CITY OF NORTH
 EJ2072'LITTLE ROCK, AR 72118 PHONE NUMBER--501-374-2233.
 EJ2072' 
 EJ2072'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND
 EJ2072'HIGHWAY 176 (CAMP ROBINSON RD), GO NORTH ON HIGHWAY 176 FOR 1.96 MI
 EJ2072'(3.15 KM) THEN BEAR RIGHT ON REMOUNT RD FOR 1.5 MI (2.41 KM) TO
 EJ2072'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST ON AIRPORT ENTRANCE
 EJ2072'RD FOR 0.15 MI (0.24 KM) TO A LOCKED GATE ON THE RIGHT.  GO SOUTH
 EJ2072'THROUGH THE GATE ONTO APRON APPROXIMATLY 100 FT (30.5 M) TURN LEFT,
 EJ2072'EAST FOR 0.1 MI (0.16 KM) ACROSS THE APRON TO A TAXIWAY TURN LEFT,
 EJ2072'NORTH ON THE TAXIWAY FOR APPROX 300 FT (91.4 M) AND THE STATION ON THE
 EJ2072'RIGHT.
 EJ2072' 
 EJ2072'THE MARK IS A 3 1/2 INCH (9 CM) BRASS DISK SET IN THE TOP OF A ROCK
 EJ2072'OUTCROP.  IT IS 113.5 FT (34.6 M) EAST OF THE EAST EDGE OF THE
 EJ2072'TAXIWAY, 103.3 FT (35.1 M) NORTHWEST OF RUNWAY LIGHT NUMBER 13, AND
 EJ2072'5.2 FT (1.6 M) NORTHEAST OF A FIBERGLASS WITNESS POST.  THIS STATION
 EJ2072'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2073 ***********************************************************************
 EJ2073  SACS        -  This is a Secondary Airport Control Station.
 EJ2073  DESIGNATION -  ROCKPORT AZ MK
 EJ2073  PID         -  EJ2073
 EJ2073  STATE/COUNTY-  AR/PULASKI
 EJ2073  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ2073
 EJ2073                         *CURRENT SURVEY CONTROL
 EJ2073  ___________________________________________________________________
 EJ2073* NAD 83(1997)-  34 50 19.53894(N)    092 15 30.40864(W)     ADJUSTED  
 EJ2073* NAVD 88     -       170.34   (meters)     558.9    (feet)  GPS OBS   
 EJ2073  ___________________________________________________________________
 EJ2073  X           -    -206,524.237 (meters)                     COMP
 EJ2073  Y           -  -5,236,713.067 (meters)                     COMP
 EJ2073  Z           -   3,623,281.659 (meters)                     COMP
 EJ2073  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 EJ2073  ELLIP HEIGHT-         143.43  (meters)          (12/29/05) GPS OBS
 EJ2073  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EJ2073
 EJ2073  HORZ ORDER  -  FIRST
 EJ2073  ELLP ORDER  -  FOURTH    CLASS II
 EJ2073
 EJ2073.This mark is at North Little Rock Airport (1M1)
 EJ2073
 EJ2073.The horizontal coordinates were established by GPS observations
 EJ2073.and adjusted by the WOOLPERT CONSULTANTS in December 2005..
 EJ2073
 EJ2073.The orthometric height was determined by GPS observations and a
 EJ2073.high-resolution geoid model.
 EJ2073
 EJ2073.GPS derived orthometric heights for airport stations designated as
 EJ2073.PACS or SACS are published to 2 decimal places.  This maintains
 EJ2073.centimeter relative accuracy between the PACS and SACS.  It does
 EJ2073.not indicate centimeter accuracy relative to other marks which are
 EJ2073.part of the NAVD 88 network.
 EJ2073
 EJ2073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2073
 EJ2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2073
 EJ2073.The ellipsoidal height was determined by GPS observations
 EJ2073.and is referenced to NAD 83.
 EJ2073
 EJ2073.The geoid height was determined by GEOID03.
 EJ2073
 EJ2073;                    North         East     Units Scale Factor Converg.
 EJ2073;SPC AR S     -   640,951.700   376,360.300   MT  1.00001687   -0 08 40.7
 EJ2073;SPC AR S     - 2,102,855.70  1,234,775.42   sFT  1.00001687   -0 08 40.7
 EJ2073;UTM  15      - 3,855,413.148   567,801.086   MT  0.99965666   +0 25 25.1
 EJ2073
 EJ2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2073!SPC AR S     -   0.99997749  x   1.00001687  =   0.99999436
 EJ2073!UTM  15      -   0.99997749  x   0.99965666  =   0.99963415
 EJ2073
 EJ2073:                Primary Azimuth Mark                     Grid Az
 EJ2073:SPC AR S     -  ROCKPORT                                 175 42 44.4
 EJ2073:UTM  15      -  ROCKPORT                                 175 08 38.6
 EJ2073
 EJ2073|---------------------------------------------------------------------|
 EJ2073| PID    Reference Object                     Distance      Geod. Az  |
 EJ2073|                                                           dddmmss.s |
 EJ2073| EJ2072 ROCKPORT                            APPROX. 0.8 KM 1753403.7 |
 EJ2073|---------------------------------------------------------------------|
 EJ2073
 EJ2073                          SUPERSEDED SURVEY CONTROL
 EJ2073
 EJ2073  NAD 83(1997)-  34 50 19.53920(N)    092 15 30.40899(W) AD(       ) 1
 EJ2073  ELLIP H (09/14/99)  143.42   (m)                       GP(       ) 4 1
 EJ2073  NAD 83(1986)-  34 50 19.55428(N)    092 15 30.39421(W) AD(       ) 1
 EJ2073  NGVD 29 (11/13/90)  170.3    (m)          559.     (f) GPS OBS        
 EJ2073
 EJ2073.Superseded values are not recommended for survey control.
 EJ2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2073.See file dsdata.txt to determine how the superseded data were derived.
 EJ2073
 EJ2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6780155413(NAD 83)
 EJ2073_MARKER: DD = SURVEY DISK
 EJ2073_SETTING: 66 = SET IN ROCK OUTCROP
 EJ2073_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EJ2073_STAMPING: ROCKPORT AZ MK 1990
 EJ2073_MARK LOGO: NGS   
 EJ2073_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ2073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ2073+STABILITY: POSITION/ELEVATION WELL
 EJ2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ2073+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 EJ2073
 EJ2073  HISTORY     - Date     Condition        Report By
 EJ2073  HISTORY     - 1990     MONUMENTED       NGS
 EJ2073  HISTORY     - 19950529 GOOD             NGS
 EJ2073  HISTORY     - 20051022 GOOD             WOOLPT
 EJ2073
 EJ2073                          STATION DESCRIPTION
 EJ2073
 EJ2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EJ2073'STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) SOUTHWEST OF JACKSONVILLE,
 EJ2073'7.3 KM (4.5 MI) EAST-SOUTHEAST OF OAK GROVE, AND 3.8 KM (2.4 MI)
 EJ2073'NORTH OF NORTH LITTLE ROCK.  AT THE NORTH LITTLE ROCK MUNICIPAL
 EJ2073'AIRPORT.  --OWNERSHIP--CITY OF NORTH LITTLE ROCK, CITY HALL, NORTH
 EJ2073'LITTLE ROCK AR 72118.  PHONE IS 501-374-2233 (MAYOR). AIRPORT MANAGER
 EJ2073'IS JUDY WHEELER, P.O. BOX 9113, NORTH LITTLE ROCK AR 72119.PHONE IS
 EJ2073'501-835-5654 OR HOME 501-758-5631.
 EJ2073'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40
 EJ2073'NORTHBOUND LANES (EXIT 152) AND STATE HIGHWAY 176 IN WEST NORTH
 EJ2073'LITTLE ROCK.  GO NORTHERLY ON STATE HIGHWAY 176 (CAMP ROBINSON ROAD)
 EJ2073'FOR 3.16 KM (1.96 MI) TO WHERE STATE HIGHWAY 176 TURNS LEFT. CONTINUE
 EJ2073'NORTHERLY ON REMOUNT ROAD FOR 2.39 KM (1.49 MI) TO A PAVED ROAD ON
 EJ2073'THE RIGHT.  TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD AND
 EJ2073'ALONG A CIRCLE DRIVE FOR 0.27 KM (0.17 MI) TO A LOCKED GATE. ENTRY
 EJ2073'CODE FOR THE GATE IS 1228.  PASS THROUGH THE GATE AND GO NORTH ON A
 EJ2073'PAVED ROAD FOR 0.1 KM (0.1 MI) TO AN APRON ON THE RIGHT. TURN RIGHT
 EJ2073'AND GO EAST ACROSS THE APRON FOR 0.10 KM (0.06 MI) TO A TAXIWAY ON
 EJ2073'THE LEFT.  TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.55 KM
 EJ2073'(0.34 MI) TO THE TAXIWAY CURVES RIGHT AND THE STATION ON THE TOP OF
 EJ2073'THE CUTBANK.
 EJ2073'THE STATION IS A NGS AZIMUTH DISK SET IN THE NORTHEAST PART OF A 4 X 6
 EJ2073'FT (1.8 M) EXPOSED PIECE OF ROCK.  IT IS 24.2 M (79.4 FT) NORTH OF
 EJ2073'THE WEST CORNER EDGE OF THE CUTBANK, 16.7 M (54.8 FT) WEST OF THE
 EJ2073'EXTENDED CENTERLINE OF THE TAXIWAY, 0.6 M (2.0 FT) NORTHEAST OF A
 EJ2073'CARSONITE WITNESS POST.
 EJ2073'ENTRY CODE FOR THE LOCKED GATE IS 1228.
 EJ2073'DESCRIBED BY R.D.BALL.
 EJ2073
 EJ2073                          STATION RECOVERY (1995)
 EJ2073
 EJ2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 EJ2073'THIS STATION IS LOCATED AT THE NORTH LITTLE ROCK MUNICIPAL AIRPORT AT
 EJ2073'THE NORTH END OF THE FIELD NEAR RUNWAY 17.  IT IS LOCATED ON THE HIGH
 EJ2073'GROUND WEST OF THE RUNWAY END.  265.04 FT (80.78 M) WEST OF THE WEST
 EJ2073'EDGE OF THE STOPWAY, 242.08 FT (73.79 M) NORTHWEST OF THE WEST REIL
 EJ2073'LIGHT, 131.82 FT (40.18 M) NORTH OF THE CORNER OF THE TAXIWAY.  IT IS
 EJ2073'A STANDARD NGS BRASS DISK MONUMENT IN A ROCK OUTCROP FLUSH WITH THE
 EJ2073'GROUND, STAMPED ROCKPORT AZ MK 1990.
 EJ2073
 EJ2073                          STATION RECOVERY (2005)
 EJ2073
 EJ2073'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (KCH)
 EJ2073'DESCRIBED BY WOOLPERT, INC.  2005 (DJK)  THE STATION IS LOCATED
 EJ2073'APPROXIMATELY 7.76 KM (4.8 MI) NORTH OF NORTH LITTLE ROCK, 5.18 KM
 EJ2073'(3.22 MI) WEST OF CHERRYWOOD LAKE, 0.78 KM (0.48 MI) WEST-SOUTHWEST OF
 EJ2073'INTERSECTION OF AVAITION WAY AND WEST MARYLAND AVENUE, AND IS LOCATED
 EJ2073'IN NORTH LITTLE ROCK AT THE NORTH LITTLE ROCK AIRPORT.  OWNER--CITY OF
 EJ2073'NORTH LITTLE ROCK, AR 72118 PHONE NUMBER--501-374-2233.
 EJ2073' 
 EJ2073'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND
 EJ2073'HIGHWAY 176 (CAMP ROBINSON RD), GO NORTH ON HIGHWAY 176 FOR 3.1 KM
 EJ2073'(1.92 MI) THEN BEAR RIGHT ON REMOUNT ROAD FOR 2.4 KM (1.5 MI) TO
 EJ2073'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT (EAST) ON AIRPORT ENTRANCE
 EJ2073'ROAD FOR 0.24 KM (0.15 MI) TO A LOCKED GATE ON THE RIGHT.  GO SOUTH
 EJ2073'THROUGH THE GATE ONTO APRON APPROX 100 FT (30.5 M) TURN LEFT, EAST FOR
 EJ2073'0.16 KM (0.1 MI) ACROSS THE APRON TO A TAXIWAY.  TURN LEFT, NORTH ON
 EJ2073'THE TAXIWAY FOR 0.8 KM (0.5 MI) TO THE END OF THE TAXIWAY AND THE
 EJ2073'STATION AHEAD ON A HILL.
 EJ2073' 
 EJ2073'THE MARK IS A 3 1/2 INCH (9 CM) BRASS AZIMUTH MARK DISK STAMPED
 EJ2073'ROCKPORT SET IN THE TOP OF A ROCK OUTCROP.  IT IS 40.2 M (132.0 FT)
 EJ2073'NORTH OF THE NORTHWEST CORNER OF THE TAXIWAY, 57.1 M (187.4 FT)
 EJ2073'NORTHWEST OF THE NORTHEAST CORNER OF THE TAXIWAY, 73.8 M (242.1 FT)
 EJ2073'NORTHWEST OF THE WEST REIL, AND 0.6 M (2.0 FT) NORTHEAST OF A
 EJ2073'FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY
 EJ2073'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0839 ***********************************************************************
 EK0839  DESIGNATION -  ROCKY
 EK0839  PID         -  EK0839
 EK0839  STATE/COUNTY-  AR/POLK
 EK0839  USGS QUAD   -  POTTER (1979)
 EK0839
 EK0839                         *CURRENT SURVEY CONTROL
 EK0839  ___________________________________________________________________
 EK0839* NAD 83(1997)-  34 35 28.15797(N)    094 21 31.50148(W)     ADJUSTED  
 EK0839* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 EK0839  ___________________________________________________________________
 EK0839  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 EK0839  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 EK0839
 EK0839  HORZ ORDER  -  SECOND
 EK0839
 EK0839.The horizontal coordinates were established by classical geodetic methods
 EK0839.and adjusted by the National Geodetic Survey in September 1999..
 EK0839
 EK0839.The orthometric height was scaled from a topographic map.
 EK0839
 EK0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0839
 EK0839.The geoid height was determined by GEOID03.
 EK0839
 EK0839;                    North         East     Units Scale Factor Converg.
 EK0839;SPC AR S     -   615,946.678   183,635.066   MT  0.99996557   -1 19 12.6
 EK0839;SPC AR S     - 2,020,818.39    602,476.05   sFT  0.99996557   -1 19 12.6
 EK0839;SPC OK S     -   145,545.761   933,954.045   MT  0.99993595   +2 04 00.6
 EK0839;SPC OK S     -   477,511.38  3,064,147.56   sFT  0.99993595   +2 04 00.6
 EK0839;UTM  15      - 3,828,544.126   375,394.045   MT  0.99979138   -0 46 17.3
 EK0839
 EK0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0839!SPC AR S     -   0.99995408  x   0.99996557  =   0.99991965
 EK0839!SPC OK S     -   0.99995408  x   0.99993595  =   0.99989003
 EK0839!UTM  15      -   0.99995408  x   0.99979138  =   0.99974547
 EK0839
 EK0839|---------------------------------------------------------------------|
 EK0839| PID    Reference Object                     Distance      Geod. Az  |
 EK0839|                                                           dddmmss.s |
 EK0839| EK0840 ROCKY 2                               5.158 METERS 00130     |
 EK0839| EK0838 RICH MTN LOOKOUT TOWER              APPROX. 9.6 KM 0162718.7 |
 EK0839| CX6177 ROCKY AZ MK                                        0925937.8 |
 EK0839| EK0883 BEE MTN LOOKOUT TOWER               APPROX.14.5 KM 1403147.0 |
 EK0839| CX6178 ROCKY RM 1                           13.821 METERS 18450     |
 EK0839| CX6179 ROCKY RM 2                           13.510 METERS 27329     |
 EK0839|---------------------------------------------------------------------|
 EK0839
 EK0839                          SUPERSEDED SURVEY CONTROL
 EK0839
 EK0839  NAD 83(1997)-  34 35 28.16153(N)    094 21 31.49994(W) AD(       ) 2
 EK0839  NAD 83(1986)-  34 35 28.16371(N)    094 21 31.49390(W) AD(       ) 2
 EK0839  NAD 27      -  34 35 27.77800(N)    094 21 30.71700(W) AD(       ) 2
 EK0839
 EK0839.Superseded values are not recommended for survey control.
 EK0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0839.See file dsdata.txt to determine how the superseded data were derived.
 EK0839
 EK0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7539428544(NAD 83)
 EK0839_MARKER: DS = TRIANGULATION STATION DISK
 EK0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0839
 EK0839  HISTORY     - Date     Condition        Report By
 EK0839  HISTORY     - 1952     MONUMENTED       CGS
 EK0839  HISTORY     - 1954     GOOD             CGS
 EK0839
 EK0839                          STATION DESCRIPTION
 EK0839
 EK0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0839'THE STATION IS LOCATED ABOUT 7 MILES WEST OF MENA, ALONG THE
 EK0839'NORTH RIGHT-OF-WAY OF STATE HIGHWAY 8.  IT IS 36 FEET EAST OF
 EK0839'THE CENTERLINE OF A DRIVEWAY, 22 FEET NORTH OF THE CENTERLINE
 EK0839'OF THE HIGHWAY, 6.5 FEET SOUTHWEST OF A WITNESS POST AND 3.5
 EK0839'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 3
 EK0839'INCHES AND THE DISK IS STAMPED ROCKY 1952.
 EK0839'
 EK0839'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTERLINE OF
 EK0839'THE HIGHWAY AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 EK0839'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ROCKY NO 1 1952.
 EK0839'
 EK0839'REFERENCE MARK NO. 2 IS 23 FEET NORTH OF THE CENTERLINE
 EK0839'OF THE HIGHWAY, 7 FEET WEST OF THE CENTERLINE OF A DRIVEWAY
 EK0839'AND 1 FOOT SOUTH OF THE WEST OF A GATE.  THE MARK PROJECTS 8
 EK0839'INCHES AND THE DISK IS STAMPED ROCKY NO 2 1952.
 EK0839'
 EK0839'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EK0839'3.5 FEET WEST OF A POWER LINE POLE AND 2 FEET NORTH OF A WITNESS
 EK0839'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 EK0839'ROCKY 1952.
 EK0839'
 EK0839'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY
 EK0839'8 IN MENA, GO NORTHWESTERLY ACROSS RAILROAD TRACKS FOR 0.1 MILE
 EK0839'TO INTERSECTION AT THE UNION BANK BUILDING.  HERE TURN LEFT
 EK0839'ON HIGHWAY 8 FOR 7.6 MILES TO A POINT WHERE THE HIGHWAY CURVES
 EK0839'TO THE RIGHT (WEST) AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EK0839'ON HIGHWAY 0.3 MILE TO THE STATION ON THE RIGHT JUST BEFORE
 EK0839'REACHING A HOUSE.
 EK0839'
 EK0839'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0839
 EK0839                          STATION RECOVERY (1954)
 EK0839
 EK0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EK0839'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 EK0839'CONDITION.  AS REQUESTED BY MR. M.O. THORNTON, RESIDENT ENGINEER,
 EK0839'MENA ARKANSAS, THE STATION AND BOTH REFERENCE MARKS WERE
 EK0839'MOVED TO THE NORTH EDGE RIGHT-OF-WAY OF STATE HIGHWAY 8 NOW
 EK0839'UNDER CONSTRUCTION.  THE ORIGINAL DESCRIPTION FOR THE AZIMUTH
 EK0839'MARK IS ADEQUATE AND CORRECT.  THIS MARK WAS NOT DISTURBED AND
 EK0839'WAS USED AS THE AZIMUTH MARK FOR ROCKY 2 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1029 ***********************************************************************
 GE1029  DESIGNATION -  ROCKY
 GE1029  PID         -  GE1029
 GE1029  STATE/COUNTY-  AR/GREENE
 GE1029  USGS QUAD   -  PARAGOULD WEST (1984)
 GE1029
 GE1029                         *CURRENT SURVEY CONTROL
 GE1029  ___________________________________________________________________
 GE1029* NAD 83(1997)-  36 01 43.48639(N)    090 32 38.30730(W)     ADJUSTED  
 GE1029* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 GE1029  ___________________________________________________________________
 GE1029  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 GE1029  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GE1029
 GE1029  HORZ ORDER  -  FIRST
 GE1029
 GE1029.The horizontal coordinates were established by classical geodetic methods
 GE1029.and adjusted by the National Geodetic Survey in September 1999..
 GE1029
 GE1029.The orthometric height was scaled from a topographic map.
 GE1029
 GE1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1029
 GE1029.The geoid height was determined by GEOID03.
 GE1029
 GE1029;                    North         East     Units Scale Factor Converg.
 GE1029;SPC AR N     -   189,065.381   531,223.740   MT  0.99996595   +0 50 50.1
 GE1029;SPC AR N     -   620,292.00  1,742,856.55   sFT  0.99996595   +0 50 50.1
 GE1029;UTM  15      - 3,989,927.633   721,296.459   MT  1.00020346   +1 26 42.7
 GE1029
 GE1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1029!SPC AR N     -   0.99998385  x   0.99996595  =   0.99994980
 GE1029!UTM  15      -   0.99998385  x   1.00020346  =   1.00018731
 GE1029
 GE1029|---------------------------------------------------------------------|
 GE1029| PID    Reference Object                     Distance      Geod. Az  |
 GE1029|                                                           dddmmss.s |
 GE1029| CI5433 ROCKY RM 4                           19.679 METERS 02532     |
 GE1029| CI5429 ROCKY AZ MK                                        0574359.6 |
 GE1029| GE1007 PARAGOULD GREENE CO CTHSE TWR       APPROX. 5.8 KM 0583930.6 |
 GE1029| GE1008 PARAGOULD RAD STA KDRS MAST         APPROX. 7.7 KM 0715241.7 |
 GE1029| FF1933 NUTT                                APPROX.13.4 KM 1413445.8 |
 GE1029| CI5430 ROCKY RM 1                           28.916 METERS 27351     |
 GE1029| CI5432 ROCKY RM 3                           35.958 METERS 31619     |
 GE1029| CI5431 ROCKY RM 2                           20.242 METERS 35519     |
 GE1029|---------------------------------------------------------------------|
 GE1029
 GE1029                          SUPERSEDED SURVEY CONTROL
 GE1029
 GE1029  NAD 83(1986)-  36 01 43.49710(N)    090 32 38.30766(W) AD(       ) 1
 GE1029  NAD 27      -  36 01 43.24570(N)    090 32 37.91860(W) AD(       ) 1
 GE1029
 GE1029.Superseded values are not recommended for survey control.
 GE1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1029.See file dsdata.txt to determine how the superseded data were derived.
 GE1029
 GE1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2129689928(NAD 83)
 GE1029_MARKER: DS = TRIANGULATION STATION DISK
 GE1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1029+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE1029
 GE1029  HISTORY     - Date     Condition        Report By
 GE1029  HISTORY     - 1953     MONUMENTED       CGS
 GE1029  HISTORY     - 1973     GOOD             NGS
 GE1029  HISTORY     - 20020913 GOOD             USACE
 GE1029
 GE1029                          STATION DESCRIPTION
 GE1029
 GE1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1029'THE STATION IS LOCATED ABOUT 3 MILES WEST AND 2 MILES SOUTH
 GE1029'OF PARAGOULD AND ABOUT 1.3 MILES WEST OF THE ROCK HILL MISSIONARY
 GE1029'BAPTIST CHURCH.  IT IS 55 FEET EAST OF THE CENTER OF A GRAVELED
 GE1029'ROAD, 31 FEET EAST OF A TRIANGULAR BLAZED TREE, 30 FEET NORTH OF
 GE1029'THE CENTER OF A TRACK ROAD AND 3 FEET SOUTHWEST OF A WITNESS
 GE1029'POST.  IT IS STAMPED ROCKY 1953 AND PROJECTS 6 INCHES.
 GE1029'
 GE1029'REFERENCE MARK NO. 1 IS 37 FEET SOUTHWEST OF THE CENTER OF
 GE1029'A T ROAD INTERSECTION, AND 19 FEET WEST OF THE CENTER OF
 GE1029'A GRAVELED ROAD.  IT IS STAMPED ROCKY NO 1 1953 AND PROJECTS
 GE1029'4 INCHES.
 GE1029'
 GE1029'REFERENCE MARK NO. 2 IS 40 FEET NORTH OF A TRIANGULAR BLAZED
 GE1029'TREE AND 16.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD.
 GE1029'IT IS STAMPED ROCKY NO 2 1953 AND PROJECTS 6 INCHES.
 GE1029'
 GE1029'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GE1029'NO. 2 IS 107.5 FEET.
 GE1029'
 GE1029'THE AZIMUTH MARK IS LOCATED ACROSS THE ROAD SOUTH OF A FARM
 GE1029'HOUSE, 20 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND
 GE1029'1 FOOT WEST OF A WITNESS POST.  IT IS STAMPED ROCKY 1953
 GE1029'AND PROJECTS 6 INCHES.
 GE1029'
 GE1029'TO REACH THE STATION FROM THE POST OFFICE IN PARAGOULD, GO
 GE1029'SOUTH ON STATE HIGHWAY 1 FOR 0.2 MILE TO ITS JUNCTION WITH
 GE1029'STATE HIGHWAY 25.  TURN RIGHT AND GO WEST ON STATE HIGHWAYS
 GE1029'1 AND 25 FOR 1.0 MILE TO THE POINT WHERE STATE HIGHWAY 1
 GE1029'TURNS LEFT, TURN LEFT AND GO SOUTHWESTERLY ON STATE HIGHWAY
 GE1029'1 FOR 1.9 MILES TO A T ROAD RIGHT AT THE ROCK HILL MISSIONARY
 GE1029'BAPTIST CHURCH.  TURN RIGHT AND GO WEST ON A GRAVELED
 GE1029'ROAD FOR 1.1 MILES TO A HOUSE ON THE RIGHT AND THE AZIMUTH
 GE1029'MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST AND SOUTH FOR
 GE1029'0.35 MILE TO A T ROAD LEFT AND THE STATION ON THE LEFT AS
 GE1029'DESCRIBED.
 GE1029'
 GE1029'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GE1029
 GE1029                          STATION RECOVERY (1973)
 GE1029
 GE1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 GE1029'THE STATION WAS VISITED 6-1-73 AND THE STATION AND REFERENCE MARK
 GE1029'NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 GE1029'DESTROYED AND THE DISK WAS RECLAIMED.  THE AZIMUTH MARK WAS NOT
 GE1029'FOUND AT THIS DATE AND IS BELIEVED TO HAVE BEEN DESTROYED DURING
 GE1029'ROAD CONSTRUCTION AND IF NOT IT WILL BE DESTROYED DURING THIS
 GE1029'CONSTRUCTION.  REFERENCE MARK NO. 2 WAS DESTROYED AT
 GE1029'THIS DATE AND THE DISK RECLAIMED.  REFERENCE MARKS NO. 3 AND NO.
 GE1029'4 WERE ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 GE1029'
 GE1029'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF PARAGOULD, AND
 GE1029'ABOUT 1.3 MILES WEST OF THE ROCKY HILL BAPTIST CHURCH, ON THE TOP
 GE1029'OF A LOW HILL, EAST AND ACROSS THE ROAD FROM THE CITY DUMP, IN THE
 GE1029'NORTH EAST ANGLE OF A T INTERSECTION ON THE MAIN ROAD AND A ROAD
 GE1029'LEADING EAST.  IT IS 37 FEET NORTH OF THE ROAD LEADING EAST, 65.5
 GE1029'FEET EAST OF STATE HIGHWAY 358, 2 FEET SOUTH OF AN 8-INCH OAK
 GE1029'TREE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 GE1029'TRIANGULATION STATION DISK STAMPED ROCKY 1957, PROJECTING 6
 GE1029'INCHES.
 GE1029'
 GE1029'REFERENCE MARK NO. 3 IS 117.92 FEET WEST-NORTHWEST OF THE STATION.
 GE1029'IT IS 46 FEET WEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF
 GE1029'A METAL WITNESS POST.  IT IS AN NGS REFERENCE MARK DISK, STAMPED
 GE1029'ROCKY NO 3 1973, FLUSH WITH THE GROUND.
 GE1029'
 GE1029'REFERENCE MARK NO. 4 IS 64.56 FEET NORTH OF THE STATION.  IT IS 54
 GE1029'FEET EAST OF THE CENTER OF THE ROAD AND 1 FOOT NORTH OF A METAL
 GE1029'WITNESS POST AND 101 FEET NORTH OF THE CENTER OF THE ROAD LEADING
 GE1029'EAST.  IT IS AN NGS REFERENCE MARK DISK STAMPED ROCKY NO 4 1973,
 GE1029'PROJECTING 3 INCHES.
 GE1029'
 GE1029'NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.
 GE1029'
 GE1029'TO REACH THE STATION FROM THE POST OFFICE IN PARAGOULD, GO SOUTH
 GE1029'ON STATE HIGHWAY 1 FOR 0.2 MILE TO ITS JUNCTION WITH STATE HIGHWAY
 GE1029'25, TURN RIGHT AND GO WEST FOR 1.0 MILE TO THE JUNCTIONS OF STATE
 GE1029'HIGHWAY 1 AND 25, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 1 FOR
 GE1029'1.9 MILES TO ITS INTERSECTION WITH STATE HIGHWAY 358.  TURN RIGHT
 GE1029'AND GO WEST FOR 1.3 MILES TO THE STATION ON THE LEFT IN THE
 GE1029'NORTHEAST ANGLE OF THE ROAD INTERSECTION.
 GE1029'
 GE1029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SW. OF
 GE1029'PARAGOULD.
 GE1029
 GE1029                          STATION RECOVERY (2002)
 GE1029
 GE1029'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0840 ***********************************************************************
 EK0840  DESIGNATION -  ROCKY 2
 EK0840  PID         -  EK0840
 EK0840  STATE/COUNTY-  AR/POLK
 EK0840  USGS QUAD   -  POTTER (1979)
 EK0840
 EK0840                         *CURRENT SURVEY CONTROL
 EK0840  ___________________________________________________________________
 EK0840* NAD 83(1997)-  34 35 28.32530(N)    094 21 31.49620(W)     ADJUSTED  
 EK0840* NAVD 88     -       323.49   (+/-2cm)    1061.3    (feet)  VERTCON   
 EK0840  ___________________________________________________________________
 EK0840  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 EK0840  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 EK0840
 EK0840  HORZ ORDER  -  THIRD
 EK0840  VERT ORDER  -  THIRD ? (See Below)
 EK0840
 EK0840.The horizontal coordinates were established by classical geodetic methods
 EK0840.and adjusted by the National Geodetic Survey in September 1999..
 EK0840.No horizontal observational check was made to the station.
 EK0840
 EK0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0840.The vertical order pertains to the NGVD 29 superseded value.
 EK0840
 EK0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0840
 EK0840.The geoid height was determined by GEOID03.
 EK0840
 EK0840;                    North         East     Units Scale Factor Converg.
 EK0840;SPC AR S     -   615,951.830   183,635.320   MT  0.99996557   -1 19 12.6
 EK0840;SPC AR S     - 2,020,835.30    602,476.88   sFT  0.99996557   -1 19 12.6
 EK0840;SPC OK S     -   145,550.919   933,953.994   MT  0.99993595   +2 04 00.6
 EK0840;SPC OK S     -   477,528.31  3,064,147.40   sFT  0.99993595   +2 04 00.6
 EK0840;UTM  15      - 3,828,549.279   375,394.249   MT  0.99979138   -0 46 17.3
 EK0840
 EK0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0840!SPC AR S     -   0.99995401  x   0.99996557  =   0.99991958
 EK0840!SPC OK S     -   0.99995401  x   0.99993595  =   0.99988997
 EK0840!UTM  15      -   0.99995401  x   0.99979138  =   0.99974540
 EK0840
 EK0840|---------------------------------------------------------------------|
 EK0840| PID    Reference Object                     Distance      Geod. Az  |
 EK0840|                                                           dddmmss.s |
 EK0840| CX6179 ROCKY RM 2                            8.208 METERS 09102     |
 EK0840| CX6177 ROCKY AZ MK                                        0934428.9 |
 EK0840| EK0839 ROCKY                                 5.158 METERS 18130     |
 EK0840| CX6178 ROCKY RM 1                           14.487 METERS 27124     |
 EK0840|---------------------------------------------------------------------|
 EK0840
 EK0840                          SUPERSEDED SURVEY CONTROL
 EK0840
 EK0840  NAD 83(1997)-  34 35 28.32886(N)    094 21 31.49467(W) AD(       ) 3
 EK0840  NAD 83(1986)-  34 35 28.33104(N)    094 21 31.48862(W) AD(       ) 3
 EK0840  NAD 27      -  34 35 27.94600(N)    094 21 30.71200(W) AD(       ) 3
 EK0840  NGVD 29 (07/19/86)  323.40   (m)         1061.0    (f) LEVELING    3  
 EK0840
 EK0840.Superseded values are not recommended for survey control.
 EK0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0840.See file dsdata.txt to determine how the superseded data were derived.
 EK0840
 EK0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7539428549(NAD 83)
 EK0840_MARKER: DS = TRIANGULATION STATION DISK
 EK0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EK0840
 EK0840  HISTORY     - Date     Condition        Report By
 EK0840  HISTORY     - 1954     MONUMENTED       CGS
 EK0840  HISTORY     - 1961     GOOD             CGS
 EK0840
 EK0840                          STATION DESCRIPTION
 EK0840
 EK0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EK0840'THE STATION IS LOCATED ABOUT 7 MILES WEST OF MENA, ALONG
 EK0840'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 8, 39 FEET NORTH OF
 EK0840'THE CENTER OF STATE HIGHWAY 8, 36 FEET EAST OF THE CENTER OF A
 EK0840'MR. T.E. MANLEY FARM DRIVEWAY, 9 FEET EAST OF A WHITE 4
 EK0840'IN X 4 IN WITNESS POST AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 EK0840'FENCE LINE.
 EK0840'
 EK0840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 EK0840'AND STATE HIGHWAY 8 IN MENA, GO NORTHWESTERLY ACROSS RAILROAD
 EK0840'TRACKS FOR 0.1 MILE TO INTERSECTION AT THE UNION BANK BUILDING,
 EK0840'TURN LEFT (SOUTH AND WESTERLY) AND FOLLOW STATE HIGHWAY
 EK0840'8 FOR 7.6 MILES TO A POINT WHERE THE HIGHWAY CURVES TO THE RIGHT
 EK0840'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE
 EK0840'WESTERLY ON THE HIGHWAY FOR 0.3 MILE TO A DRIVEWAY ON
 EK0840'THE RIGHT AND THE STATION AS DESCRIBED.
 EK0840'
 EK0840'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0840'ROCKY 2 1954.
 EK0840'
 EK0840'REFERENCE MARK 1 IS 39 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 EK0840'12 FEET WEST OF THE FARM DRIVEWAY, 3 FEET SOUTHWEST OF A GATE
 EK0840'POST AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE
 EK0840'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 EK0840'IS STAMPED ROCKY 2 NO 1 1954.
 EK0840'
 EK0840'REFERENCE MARK 2 IS 39 FEET NORTH OF THE CENTER OF THE HIGHWAY
 EK0840'AND 2 FEET SOUTH OF THE FENCE.  THE MARK IS FLUSH WITH THE
 EK0840'SURFACE OF THE GROUND AND THE DISK IS STAMPED ROCKY 2 NO 2 1954.
 EK0840'
 EK0840'THE AZIMUTH MARK IS 78 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 EK0840'15 FEET NORTH OF A POWERLINE POLE AND 3 FEET NORTHEAST OF A WHITE
 EK0840'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 10 INCHES AND
 EK0840'THE DISK IS STAMPED ROCKY 1952.
 EK0840'
 EK0840'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 EK0840'POSTS.
 EK0840'
 EK0840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0840
 EK0840                          STATION RECOVERY (1961)
 EK0840
 EK0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0840'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EK0840'THE STATION AND REFERENCE MARKS WERE STAMPED ROCKY 2 1954 BUT
 EK0840'THE 1954 DESCRIPTION FOR THIS STATION WAS NOT AVAILABLE AT TIME
 EK0840'OF RECOVERY.  THE AZIMUTH MARK RECOVERED 0.3 MILE EAST OF
 EK0840'THE STATION, NEAR THE WEST END OF A CURVE, 15 FEET
 EK0840'NORTH-NORTHWEST OF A POWERLINE POLE AND 2 FEET NORTH OF A WHITE
 EK0840'WITNESS POST.
 EK0840'
 EK0840'TO REACH THE STATION FROM MENA, FROM THE JUNCTION OF U.S.
 EK0840'HIGHWAY 71 AND STATE HIGHWAY 8, GO NORTHWEST ACROSS RAILROAD
 EK0840'FOR 0.1 MILE, TURN LEFT AND FOLLOW STATE HIGHWAY 8 SOUTHWEST,
 EK0840'WEST AND SOUTHWEST FOR 7.6 MILES TO POINT WHERE HIGHWAY CURVES
 EK0840'TO RIGHT (WEST) AND AZIMUTH MARK ON THE LEFT, CONTINUE WEST
 EK0840'FOR 0.3 MILE TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2928 ***********************************************************************
 EH2928  DESIGNATION -  ROE
 EH2928  PID         -  EH2928
 EH2928  STATE/COUNTY-  AR/MONROE
 EH2928  USGS QUAD   -  ROE (1968)
 EH2928
 EH2928                         *CURRENT SURVEY CONTROL
 EH2928  ___________________________________________________________________
 EH2928* NAD 83(1997)-  34 38 04.10702(N)    091 23 04.17240(W)     ADJUSTED  
 EH2928* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 EH2928  ___________________________________________________________________
 EH2928  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EH2928  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH2928
 EH2928  HORZ ORDER  -  FIRST
 EH2928
 EH2928.The horizontal coordinates were established by classical geodetic methods
 EH2928.and adjusted by the National Geodetic Survey in September 1999..
 EH2928
 EH2928.The orthometric height was scaled from a topographic map.
 EH2928
 EH2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2928
 EH2928.The geoid height was determined by GEOID03.
 EH2928
 EH2928;                    North         East     Units Scale Factor Converg.
 EH2928;SPC AR S     -   618,428.963   456,435.436   MT  0.99997319   +0 20 40.2
 EH2928;SPC AR S     - 2,028,962.36  1,497,488.59   sFT  0.99997319   +0 20 40.2
 EH2928;UTM  15      - 3,833,695.505   648,077.301   MT  0.99987026   +0 55 06.0
 EH2928
 EH2928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2928!SPC AR S     -   0.99999400  x   0.99997319  =   0.99996719
 EH2928!UTM  15      -   0.99999400  x   0.99987026  =   0.99986426
 EH2928
 EH2928|---------------------------------------------------------------------|
 EH2928| PID    Reference Object                     Distance      Geod. Az  |
 EH2928|                                                           dddmmss.s |
 EH2928| CY6373 ROE RM 1                             27.140 METERS 00428     |
 EH2928| CY6374 ROE RM 2                             23.756 METERS 18418     |
 EH2928| EH2925 ULM RADIO STATION KBJ 58 MAST       APPROX. 8.0 KM 2265410.7 |
 EH2928| CY6372 ROE AZ MK                                          3575249.2 |
 EH2928|---------------------------------------------------------------------|
 EH2928
 EH2928                          SUPERSEDED SURVEY CONTROL
 EH2928
 EH2928  NAD 83(1986)-  34 38 04.11348(N)    091 23 04.16815(W) AD(       ) 1
 EH2928  NAD 27      -  34 38 03.76440(N)    091 23 03.71302(W) AD(       ) 1
 EH2928
 EH2928.Superseded values are not recommended for survey control.
 EH2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2928.See file dsdata.txt to determine how the superseded data were derived.
 EH2928
 EH2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4807733696(NAD 83)
 EH2928_MARKER: DS = TRIANGULATION STATION DISK
 EH2928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2928
 EH2928  HISTORY     - Date     Condition        Report By
 EH2928  HISTORY     - 1965     MONUMENTED       CGS
 EH2928
 EH2928                          STATION DESCRIPTION
 EH2928
 EH2928'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2928'STATION IS LOCATED AT THE NORTHEAST EDGE OF ROE, ON THE EAST SIDE
 EH2928'OF U.S. HIGHWAY 79, 0.5 MILE NORTH OF THE JUNCTION OF U.S.
 EH2928'HIGHWAY 79 AND STATE HIGHWAY 33, 0.1 MILE WEST-SOUTHWEST OF THE
 EH2928'ROE CEMETERY AND ON THE HIGHWAY RIGHT-OF-WAY.
 EH2928'
 EH2928'STATION MARKS ARE STANDARD DISKS STAMPED ROE 1965.  THE SURFACE
 EH2928'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2928'THE SURFACE OF THE GROUND.  IT IS 1 FOOT WEST OF A WIRE FENCE,
 EH2928'3 FEET SOUTHWEST OF A METAL WITNESS POST, 61 FEET EAST OF THE
 EH2928'CENTERLINE OF U.S. HIGHWAY 79 AND 138 FEET NORTH OF THE CENTER
 EH2928'OF A DRIVEWAY THAT LEADS TO THE ROE CEMETERY.  THE UNDERGROUND
 EH2928'DISK IS SET IN AN IRREGULAR MASS ON CONCRETE 42 INCHES BELOW
 EH2928'THE SURFACE OF THE GROUND.
 EH2928'
 EH2928'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ROE NO 1 1965,
 EH2928'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 EH2928'IT IS 1 FOOT WEST OF THE WIRE FENCE, 61 FEET EAST OF THE
 EH2928'CENTERLINE OF HIGHWAY 79 AND 86 FEET NORTH OF THE METAL
 EH2928'WITNESS POST.
 EH2928'
 EH2928'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ROE NO 2 1965,
 EH2928'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 EH2928'INCHES.  IT IS 2 FEET WEST OF THE WIRE FENCE, 45 FEET NORTH
 EH2928'OF A POWER POLE, 60 FEET NORTH OF THE CENTER OF THE CEMETERY
 EH2928'DRIVEWAY AND 64 FEET EAST OF THE CENTERLINE OF HIGHWAY 79.
 EH2928'
 EH2928'AZIMUTH MARK, A STANDARD DISK STAMPED ROE 1965, IS SET IN
 EH2928'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 EH2928'IT IS 1 FOOT SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A
 EH2928'METAL WITNESS POST, 21 FEET WEST OF THE NORTH END OF A CULVERT
 EH2928'AND 60 WEST OF THE CENTERLINE OF U.S. HIGHWAY 79.
 EH2928'
 EH2928'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 EH2928'HIGHWAY 79 FOR 0.35 MILE TO THE MARK ON THE LEFT.
 EH2928'
 EH2928'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1803 ***********************************************************************
 EJ1803  DESIGNATION -  ROGERS
 EJ1803  PID         -  EJ1803
 EJ1803  STATE/COUNTY-  AR/CLEVELAND
 EJ1803  USGS QUAD   -  FAITH (1984)
 EJ1803
 EJ1803                         *CURRENT SURVEY CONTROL
 EJ1803  ___________________________________________________________________
 EJ1803* NAD 83(1997)-  34 00 50.20726(N)    092 07 14.83857(W)     ADJUSTED  
 EJ1803* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 EJ1803  ___________________________________________________________________
 EJ1803  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 EJ1803  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 EJ1803
 EJ1803  HORZ ORDER  -  SECOND
 EJ1803
 EJ1803.The horizontal coordinates were established by classical geodetic methods
 EJ1803.and adjusted by the National Geodetic Survey in September 1999..
 EJ1803
 EJ1803.The orthometric height was scaled from a topographic map.
 EJ1803
 EJ1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1803
 EJ1803.The geoid height was determined by GEOID03.
 EJ1803
 EJ1803;                    North         East     Units Scale Factor Converg.
 EJ1803;SPC AR S     -   549,436.223   388,843.717   MT  0.99991853   -0 04 03.4
 EJ1803;SPC AR S     - 1,802,608.67  1,275,731.43   sFT  0.99991853   -0 04 03.4
 EJ1803;UTM  15      - 3,764,050.781   581,181.207   MT  0.99968124   +0 29 30.7
 EJ1803
 EJ1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1803!SPC AR S     -   0.99999089  x   0.99991853  =   0.99990942
 EJ1803!UTM  15      -   0.99999089  x   0.99968124  =   0.99967213
 EJ1803
 EJ1803:                Primary Azimuth Mark                     Grid Az
 EJ1803:SPC AR S     -  ET 32 KEE                                028 42 34.5
 EJ1803:UTM  15      -  ET 32 KEE                                028 09 00.4
 EJ1803
 EJ1803|---------------------------------------------------------------------|
 EJ1803| PID    Reference Object                     Distance      Geod. Az  |
 EJ1803|                                                           dddmmss.s |
 EJ1803| EJ1801 ET 32 KEE                           405.852 METERS 0283831.1 |
 EJ1803| CY6378 ROGERS RM 1                          28.855 METERS 03231     |
 EJ1803| EJ1802 ARKANSAS FORESTRY COMM LOT 76       APPROX. 7.4 KM 0833112.0 |
 EJ1803| DK2111 GLENDALE RAD STA KKY 559 MAST       APPROX.16.0 KM 1104355.8 |
 EJ1803| DK2110 GLENDALE STANDARD OIL WATER TK      APPROX.16.2 KM 1112619.5 |
 EJ1803| CY6379 ROGERS RM 2                          29.085 METERS 12401     |
 EJ1803| DL1261 RISON MUNICIPAL TANK                APPROX. 8.8 KM 2253034.9 |
 EJ1803| DL1260 RISON CO COURTHOUSE CLOCKTOWER      APPROX. 8.9 KM 2254934.1 |
 EJ1803| EJ1809 ARKANSAS FORESTRY COMM LOT 77       APPROX.13.3 KM 2821038.1 |
 EJ1803|---------------------------------------------------------------------|
 EJ1803
 EJ1803                          SUPERSEDED SURVEY CONTROL
 EJ1803
 EJ1803  NAD 83(1986)-  34 00 50.21711(N)    092 07 14.83140(W) AD(       ) 2
 EJ1803  NAD 27      -  34 00 49.85736(N)    092 07 14.31534(W) AD(       ) 2
 EJ1803
 EJ1803.Superseded values are not recommended for survey control.
 EJ1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1803.See file dsdata.txt to determine how the superseded data were derived.
 EJ1803
 EJ1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8118164051(NAD 83)
 EJ1803_MARKER: DS = TRIANGULATION STATION DISK
 EJ1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1803
 EJ1803  HISTORY     - Date     Condition        Report By
 EJ1803  HISTORY     - 1964     MONUMENTED       CGS
 EJ1803  HISTORY     - 19690226 GOOD             USGS
 EJ1803
 EJ1803                          STATION DESCRIPTION
 EJ1803
 EJ1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1803'ABOUT 5 MILES NORTHEAST OF RISON, IN THE NORTHWEST 1/4 OF SEC.
 EJ1803'21, T-8-S, R-10-W, AND ON THE PROPERTY OF MR. H.A. ROGERS.
 EJ1803'IT IS 36 FEET NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY,
 EJ1803'54 FEET SOUTHEAST OF A POWERLINE POLE, 26 FEET SOUTHEAST OF
 EJ1803'THE CENTERLINE OF A GRAVELED ROAD, AND 24 FEET SOUTHWEST OF A
 EJ1803'30 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 EJ1803'STAMPED ROGERS 1964.
 EJ1803'
 EJ1803'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE
 EJ1803'IN RISON, GO EASTERLY ON THE PAVED ROAD FOR 0.4 MILE TO THE
 EJ1803'END OF PAVEMENT.  CONTINUE EAST AND NORTHEAST ON THE GRAVELED
 EJ1803'ROAD FOR 5.6 MILES TO A HOUSE ON EITHER SIDE OF THE ROAD AND
 EJ1803'THE STATION ON THE RIGHT.
 EJ1803'
 EJ1803'TO REACH ET 32 (USGS) FROM THE STATION, GO NORTHEAST ON THE
 EJ1803'GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT AND THE BENCH
 EJ1803'MARK ON THE LEFT.
 EJ1803'
 EJ1803'REFERENCE MARK 1 IS 65 FEET SOUTH OF A POWER POLE WITH A
 EJ1803'TRANSFORMER ON THE TOP, 28 FEET SOUTHEAST OF THE CENTERLINE
 EJ1803'OF THE ROAD, 21 FEET SOUTHWEST OF A 24 INCH OAK TREE, AND
 EJ1803'11 FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY.  THE
 EJ1803'MONUMENT IS FLUSH AND THE DISK IS STAMPED ROGERS NO 1 1964.
 EJ1803'
 EJ1803'REFERENCE MARK 2 IS 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EJ1803'OF A FRAME HOUSE AND 6 FEET NORTH OF A 24 INCH OAK TREE.  THE
 EJ1803'MONUMENT IS FLUSH AND THE DISK IS STAMPED ROGERS NO 2 1964.
 EJ1803'
 EJ1803'ET 32 (USGS) IS A STANDARD U.S.G.S BENCH MARK DISK SET IN THE
 EJ1803'TOP OF A 6 X 6 INCH CONCRETE POST THAT IS FLUSH WITH THE
 EJ1803'SURFACE OF THE GROUND.  IT IS 47 FEET NORTHWEST OF THE ROAD
 EJ1803'INTERSECTION, 36 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD,
 EJ1803'26 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET
 EJ1803'EAST OF A FENCE CORNER AND A WITNESS POST.  THE DISK IS STAMPED
 EJ1803'ET KEE 32 1961.
 EJ1803'
 EJ1803'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EJ1803
 EJ1803                          STATION RECOVERY (1969)
 EJ1803
 EJ1803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ1803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0596 ***********************************************************************
 GG0596  DESIGNATION -  ROGERS 2
 GG0596  PID         -  GG0596
 GG0596  STATE/COUNTY-  AR/BENTON
 GG0596  USGS QUAD   -  ROGERS (1976)
 GG0596
 GG0596                         *CURRENT SURVEY CONTROL
 GG0596  ___________________________________________________________________
 GG0596* NAD 83(1997)-  36 19 55.30447(N)    094 07 07.40249(W)     ADJUSTED  
 GG0596* NAVD 88     -       416.937  (meters)    1367.90   (feet)  ADJUSTED  
 GG0596  ___________________________________________________________________
 GG0596  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 GG0596  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GG0596  DYNAMIC HT  -         416.567 (meters)    1366.69  (feet)  COMP
 GG0596  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 GG0596
 GG0596  HORZ ORDER  -  SECOND
 GG0596  VERT ORDER  -  FIRST     CLASS II
 GG0596
 GG0596.The horizontal coordinates were established by classical geodetic methods
 GG0596.and adjusted by the National Geodetic Survey in September 1999..
 GG0596
 GG0596.The orthometric height was determined by differential leveling
 GG0596.and adjusted by the National Geodetic Survey in June 1991..
 GG0596
 GG0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0596
 GG0596.The geoid height was determined by GEOID03.
 GG0596
 GG0596.The dynamic height is computed by dividing the NAVD 88
 GG0596.geopotential number by the normal gravity value computed on the
 GG0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0596.degrees latitude (g = 980.6199 gals.).
 GG0596
 GG0596.The modeled gravity was interpolated from observed gravity values.
 GG0596
 GG0596;                    North         East     Units Scale Factor Converg.
 GG0596;SPC AR N     -   223,794.416   209,782.797   MT  1.00002100   -1 13 58.4
 GG0596;SPC AR N     -   734,232.18    688,262.39   sFT  1.00002100   -1 13 58.4
 GG0596;SPC MO W     -    18,415.607   884,230.729   MT  0.99995561   +0 13 33.2
 GG0596;UTM  15      - 4,021,357.140   399,594.592   MT  0.99972421   -0 39 46.3
 GG0596
 GG0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0596!SPC AR N     -   0.99993898  x   1.00002100  =   0.99995998
 GG0596!SPC MO W     -   0.99993898  x   0.99995561  =   0.99989460
 GG0596!UTM  15      -   0.99993898  x   0.99972421  =   0.99966321
 GG0596
 GG0596:                Primary Azimuth Mark                     Grid Az
 GG0596:SPC AR N     -  AIRPORT BEACON ROGERS MUN APT            016 56 38.9
 GG0596:SPC MO W     -  AIRPORT BEACON ROGERS MUN APT            015 29 07.3
 GG0596:UTM  15      -  AIRPORT BEACON ROGERS MUN APT            016 22 26.8
 GG0596
 GG0596|---------------------------------------------------------------------|
 GG0596| PID    Reference Object                     Distance      Geod. Az  |
 GG0596|                                                           dddmmss.s |
 GG0596| GG0593 AIRPORT BEACON ROGERS MUN APT       APPROX. 3.7 KM 0154240.5 |
 GG0596| CI2209 ROGERS RM 3                          28.137 METERS 03029     |
 GG0596| CI2207 ROGERS RM 1                          31.306 METERS 21610     |
 GG0596| GG0597 ROGERS TV STA KAMO CABLE MAST       APPROX. 1.8 KM 2374351.8 |
 GG0596| GG0661 VAUGHN                              APPROX.21.0 KM 2652256.9 |
 GG0596| GG0605 ROGERS RADIO STA KAMO MAST          APPROX. 5.2 KM 2743318.3 |
 GG0596| GG0604 BENTONVILLE MUNICIPAL TANK          APPROX. 9.5 KM 2990654.9 |
 GG0596| GG0606 ROGERS MUNICIPAL TANK               APPROX. 0.9 KM 3120854.7 |
 GG0596| GG0920 ROGERS AZ MK                                       3552339.9 |
 GG0596|---------------------------------------------------------------------|
 GG0596
 GG0596                          SUPERSEDED SURVEY CONTROL
 GG0596
 GG0596  NAD 83(1997)-  36 19 55.31024(N)    094 07 07.40543(W) AD(       ) 2
 GG0596  NAD 83(1997)-  36 19 55.31688(N)    094 07 07.40457(W) AD(       ) 2
 GG0596  NAD 83(1986)-  36 19 55.31677(N)    094 07 07.40345(W) AD(       ) 2
 GG0596  NAD 27      -  36 19 55.04470(N)    094 07 06.68000(W) AD(       ) 2
 GG0596  NGVD 29 (10/05/93)  416.787  (m)         1367.41   (f) ADJUSTED    1 2
 GG0596
 GG0596.Superseded values are not recommended for survey control.
 GG0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0596.See file dsdata.txt to determine how the superseded data were derived.
 GG0596
 GG0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9959521357(NAD 83)
 GG0596_MARKER: DS = TRIANGULATION STATION DISK
 GG0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0596_SP_SET: CONCRETE POST
 GG0596_STAMPING: ROGERS 2 1961
 GG0596_MARK LOGO: CGS   
 GG0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0596+STABILITY: SURFACE MOTION
 GG0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0596+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 GG0596
 GG0596  HISTORY     - Date     Condition        Report By
 GG0596  HISTORY     - 1961     MONUMENTED       CGS
 GG0596  HISTORY     - 1961     GOOD             CGS
 GG0596  HISTORY     - 1971     GOOD             NGS
 GG0596  HISTORY     - 1980     GOOD             LOCENG
 GG0596  HISTORY     - 1988     GOOD             USPSQD
 GG0596  HISTORY     - 19891115 GOOD             NGS
 GG0596  HISTORY     - 20040531 GOOD             USPSQD
 GG0596  HISTORY     - 20050530 GOOD             GEOCAC
 GG0596
 GG0596                          STATION DESCRIPTION
 GG0596
 GG0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0596'STATION IS SOUTHEAST OF THE INTERSECTION OF WEST ELM STREET
 GG0596'AND SOUTH THIRD STREET, ON THE PROPERTY OF THE CITY OF ROGERS
 GG0596'AND IS IN THE EAST PART OF SECTION 12, T. 21 N., R. 32 W., 37
 GG0596'FEET EAST OF THE CENTERLINE OF SOUTH THIRD STREET, 54 FEET
 GG0596'SOUTH OF THE CENTERLINE OF WEST ELM STREET, 64.7 FEET SOUTHEAST
 GG0596'OF THE CENTER OF THE INTERSECTION OF SOUTH THIRD STREET AND
 GG0596'WEST ELM STREET, 40 FEET WEST OF THE NORTHWEST CORNER OF
 GG0596'CITY HALL BUILDING AND 18 FEET WEST OF A METAL FLAG POLE.  THE
 GG0596'MONUMENT IS FLUSH AND THE DISK IS STAMPED ROGERS 2 1961.
 GG0596'
 GG0596'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN THE TOP OF A 6
 GG0596'INCH RAISED CURB AND THE DISK IS STAMPED ROGERS NO 1 1935.
 GG0596'IT IS 27 FEET NORTH OF A CONCRETE WALK LEADING TO A HOUSE AND
 GG0596'31 FEET WEST OF THE CENTERLINE OF SOUTH THIRD STREET.
 GG0596'
 GG0596'REFERENCE MARK 3 IS SET FLUSH IN A DRILL HOLE IN THE TOP OF A
 GG0596'6 INCH RAISED CURB AND THE DISK IS STAMPED ROGERS NO 3 1935.
 GG0596'IT IS 31 FEET NORTH OF THE CENTERLINE OF WEST ELM STREET AND
 GG0596'75 FEET EAST OF THE CENTERLINE OF SOUTH THIRD STREET.
 GG0596'
 GG0596'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK
 GG0596'SET FLUSH IN A DRILL HOLE IN THE TOP OF A 6 INCH RAISED CURB
 GG0596'AND THE DISK IS STAMPED ROGERS 1935 AZIMUTH.  IT IS 1 FOOT
 GG0596'NORTHEAST OF STREET LIGHT POLE, 6 INCHES WEST OF THE WEST
 GG0596'EDGE OF SIDEWALK, 3 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK
 GG0596'AND IS ON THE SOUTHWEST CORNER OF THE INTERSECTION OF WEST
 GG0596'WALNUT STREET AND SOUTH THIRD STREET.
 GG0596'
 GG0596'THE DIRECTION TO THE AZIMUTH MARK WAS OBTAINED BY PRECISE
 GG0596'METHODS.
 GG0596'
 GG0596'NO MEASUREMENT BETWEEN RMS NEAR 180 DEGREES.
 GG0596'
 GG0596'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 GG0596
 GG0596                          STATION RECOVERY (1961)
 GG0596
 GG0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GG0596'RECOVERED IN GOOD CONDITION.
 GG0596
 GG0596                          STATION RECOVERY (1971)
 GG0596
 GG0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0596'THE SITE OF THIS STATION WAS VISITED IN OCTOBER, 1971 BY MR JOHN
 GG0596'W. MEYERS AND HE REPORTED THAT THE CONSTRUCTION HAD BEEN COMPLETED
 GG0596'AND THE MARKS WERE ALL IN GOOD CONDITION.
 GG0596
 GG0596                          STATION RECOVERY (1980)
 GG0596
 GG0596'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JMB)
 GG0596'STATION, AZIMUTH MARK, AND REF. POINTS, ALL GOOD CONDITION.  ALL
 GG0596'REFERENCES ARE ADEQUATE, BUT NOT TRUE IN EVERY DETAIL.
 GG0596'
 GG0596'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CITY OF ROGERS.
 GG0596
 GG0596                          STATION RECOVERY (1988)
 GG0596
 GG0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0596'RECOVERED IN GOOD CONDITION.
 GG0596
 GG0596                          STATION RECOVERY (1989)
 GG0596
 GG0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0596'IN ROGERS, AT THE INTERSECTION OF THIRD AND ELM STREETS, 16.5 M (54.1
 GG0596'FT) SOUTH OF THE CENTERLINE OF ELM STREET, 12.2 M (40.0 FT) WEST OF
 GG0596'THE NORTHWEST CORNER OF CITY HALL, 11.3 M (37.1 FT) EAST OF THE
 GG0596'CENTERLINE OF THIRD STREET, 5.5 M (18.0 FT) WEST OF A FLAG POLE, 0.6
 GG0596'M (2.0 FT) ABOVE THE LEVEL OF THE STREETS, AND IN A CONCRETE MONUMENT
 GG0596'THAT IS FLUSH WITH THE GROUND SURFACE.
 GG0596
 GG0596                          STATION RECOVERY (2004)
 GG0596
 GG0596'RECOVERY NOTE BY US POWER SQUADRON 2004 (LDB)
 GG0596'RECOVERED AS DESCRIBED.
 GG0596
 GG0596                          STATION RECOVERY (2005)
 GG0596
 GG0596'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0596'REFERENCE MARK 1, REFERENCE MARK 3, AND THE AZIMUTH MARK SEARCHED FOR
 GG0596'BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0920 ***********************************************************************
 GG0920  DESIGNATION -  ROGERS AZ MK
 GG0920  PID         -  GG0920
 GG0920  STATE/COUNTY-  AR/BENTON
 GG0920  USGS QUAD   -  ROGERS (1976)
 GG0920
 GG0920                         *CURRENT SURVEY CONTROL
 GG0920  ___________________________________________________________________
 GG0920* NAD 83(1986)-  36 20 00.     (N)    094 07 09.     (W)     SCALED    
 GG0920* NAVD 88     -       414.403  (meters)    1359.59   (feet)  ADJUSTED  
 GG0920  ___________________________________________________________________
 GG0920  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GG0920  DYNAMIC HT  -         414.036 (meters)    1358.38  (feet)  COMP
 GG0920  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 GG0920
 GG0920  VERT ORDER  -  FIRST     CLASS II
 GG0920
 GG0920.The horizontal coordinates were scaled from a topographic map and have
 GG0920.an estimated accuracy of +/- 6 seconds.
 GG0920
 GG0920.The orthometric height was determined by differential leveling
 GG0920.and adjusted by the National Geodetic Survey in June 1991..
 GG0920
 GG0920.The geoid height was determined by GEOID03.
 GG0920
 GG0920.The dynamic height is computed by dividing the NAVD 88
 GG0920.geopotential number by the normal gravity value computed on the
 GG0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0920.degrees latitude (g = 980.6199 gals.).
 GG0920
 GG0920.The modeled gravity was interpolated from observed gravity values.
 GG0920
 GG0920;                    North         East    Units  Estimated Accuracy
 GG0920;SPC AR N     -   223,940.      209,750.      MT  (+/- 180 meters Scaled)
 GG0920
 GG0920                          SUPERSEDED SURVEY CONTROL
 GG0920
 GG0920  NGVD 29 (10/05/93)  414.253  (m)         1359.10   (f) ADJUSTED    1 2
 GG0920
 GG0920.Superseded values are not recommended for survey control.
 GG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0920.See file dsdata.txt to determine how the superseded data were derived.
 GG0920
 GG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA995215(NAD 83)
 GG0920_MARKER: DR = REFERENCE MARK DISK
 GG0920_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GG0920_SP_SET: CURB
 GG0920_STAMPING: ROGERS 1935
 GG0920_MARK LOGO: CGS   
 GG0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0920+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1989
 GG0920
 GG0920  HISTORY     - Date     Condition        Report By
 GG0920  HISTORY     - 1935     MONUMENTED       CGS
 GG0920  HISTORY     - 1988     GOOD             USPSQD
 GG0920  HISTORY     - 19891115 GOOD             NGS
 GG0920  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 GG0920  HISTORY     - 20050530 MARK NOT FOUND   GEOCAC
 GG0920
 GG0920                          STATION DESCRIPTION
 GG0920
 GG0920'DESCRIBED BY US POWER SQUADRON 1988 (RAN)
 GG0920'RECOVERED IN GOOD CONDITION.
 GG0920
 GG0920                          STATION RECOVERY (1989)
 GG0920
 GG0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0920'IN ROGERS, AT THE INTERSECTION OF WALNUT AND THIRD STREETS, IN THE
 GG0920'CONCRETE CURB AT THE SOUTHWEST ANGLE OF THE INTERSECTION, 10.4 M
 GG0920'(34.1 FT) WEST OF THE CENTERLINE OF THIRD STREET, 9.2 M (30.2 FT)
 GG0920'SOUTH OF THE CENTERLINE OF WALNUT STREET, 1.7 M (5.6 FT) EAST
 GG0920'NORTHEAST OF A METAL STREET LIGHT POLE, AND LEVEL WITH THE STREETS.
 GG0920
 GG0920                          STATION RECOVERY (2004)
 GG0920
 GG0920'RECOVERY NOTE BY US POWER SQUADRON 2004 (LDB)
 GG0920'MARKER NOT FOUND.  INSTALLATION OF WHEEL CHAIR RAMP WITHIN THE PAST
 GG0920'TEN YEARS MAY HAVE REMOVED THE MARKER.
 GG0920
 GG0920                          STATION RECOVERY (2005)
 GG0920
 GG0920'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0592 ***********************************************************************
 GG0592  DESIGNATION -  ROGERS GREGORY ROBINSON TANK
 GG0592  PID         -  GG0592
 GG0592  STATE/COUNTY-  AR/BENTON
 GG0592  USGS QUAD   -  ROGERS (1976)
 GG0592
 GG0592                         *CURRENT SURVEY CONTROL
 GG0592  ___________________________________________________________________
 GG0592* NAD 83(1997)-  36 20 09.78818(N)    094 06 55.93922(W)     ADJUSTED  
 GG0592* NAVD 88     -                                                        
 GG0592  ___________________________________________________________________
 GG0592  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 GG0592  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GG0592
 GG0592  HORZ ORDER  -  THIRD
 GG0592
 GG0592.The horizontal coordinates were established by classical geodetic methods
 GG0592.and adjusted by the National Geodetic Survey in September 1999..
 GG0592
 GG0592
 GG0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0592
 GG0592.The geoid height was determined by GEOID03.
 GG0592
 GG0592;                    North         East     Units Scale Factor Converg.
 GG0592;SPC AR N     -   224,234.617   210,078.223   MT  1.00002192   -1 13 51.7
 GG0592;SPC AR N     -   735,676.41    689,231.64   sFT  1.00002192   -1 13 51.7
 GG0592;UTM  15      - 4,021,800.126   399,885.538   MT  0.99972349   -0 39 39.7
 GG0592
 GG0592                          SUPERSEDED SURVEY CONTROL
 GG0592
 GG0592  NAD 83(1997)-  36 20 09.79287(N)    094 06 55.94324(W) AD(       ) 4
 GG0592  NAD 83(1997)-  36 20 09.80157(N)    094 06 55.93950(W) AD(       ) 4
 GG0592  NAD 83(1986)-  36 20 09.80155(N)    094 06 55.93911(W) AD(       ) 4
 GG0592  NAD 27      -  36 20 09.53000(N)    094 06 55.21600(W) AD(       ) 3
 GG0592
 GG0592.Superseded values are not recommended for survey control.
 GG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0592.See file dsdata.txt to determine how the superseded data were derived.
 GG0592
 GG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9988621800(NAD 83)
 GG0592_MARKER: 53 = ELEVATED TANK
 GG0592
 GG0592  HISTORY     - Date     Condition        Report By
 GG0592  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0592  HISTORY     - 1940     GOOD             CGS
 GG0592  HISTORY     - 1957     GOOD             CGS
 GG0592  HISTORY     - 1961     GOOD             CGS
 GG0592  HISTORY     - 1980     GOOD             LOCENG
 GG0592  HISTORY     - 1988     GOOD             USPSQD
 GG0592  HISTORY     - 20030104 GOOD             GEOCAC
 GG0592  HISTORY     - 20050530 GOOD             GEOCAC
 GG0592
 GG0592                          STATION DESCRIPTION
 GG0592
 GG0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0592'THIS INTERSECTION STATION IS THE CENTER OF THE TANK BELONGING
 GG0592'TO THE VINEGAR WORKS OF THE GREGORY, ROBINSON, SPEAS COMPANY,
 GG0592'INCORPORATED.  IT IS ABOUT 2 BLOCKS N OF THE CENTER OF ROGERS
 GG0592'AND 100 FEET W OF RAILROAD TRACKS.  IT IS ABOUT 100 FEET HIGH,
 GG0592'SUPPORTED BY FOUR LEGS, SURROUNDED BY PLATFORM AND HANDRAIL,
 GG0592'AND ABOUT 50,000-GALLON CAPACITY.  IT WAS ERECTED IN 1918,
 GG0592'IS SILVER, AND VERY PROMINENT.
 GG0592'
 GG0592'THIS IS THE NW OF TWO SIMILAR TANKS ABOUT 1/2 MILE APART.
 GG0592
 GG0592                          STATION RECOVERY (1940)
 GG0592
 GG0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GG0592'GREGORY-ROBINSON-SPEAS INC., WATER TANK IS IN THE N PART OF
 GG0592'THE CITY OF ROGERS JUST W OF THE FRISCO RAILROAD TRACKS, AND
 GG0592'E OF THE U.S. HIGHWAY 62.
 GG0592'
 GG0592'THE TANK AND FOUR TRUSSWORK LEGS ARE OF STEEL CONSTRUCTION,
 GG0592'140 FEET HIGH, PAINTED SILVER, WITH A BALL FINIAL ON THE TOP.
 GG0592'IT WAS BUILT IN 1919.
 GG0592'
 GG0592'OBJECT SIGHTED ON- BALL FINIAL.
 GG0592
 GG0592                          STATION RECOVERY (1957)
 GG0592
 GG0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GG0592'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT
 GG0592'THAT THE COMPANY IS NOW KNOWN AS THE SPEAS CO.
 GG0592
 GG0592                          STATION RECOVERY (1961)
 GG0592
 GG0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0592'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GG0592
 GG0592                          STATION RECOVERY (1980)
 GG0592
 GG0592'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JMB)
 GG0592'TOWER STILL EXISTS IN LOCATION AS GIVEN, AND HAS PLATE DATE 1919 IN
 GG0592'PLACE.  DESCRIPTION IS ADEQUATE, BUT COMPANY IS NOW ROGERS VINEGAR
 GG0592'CO.
 GG0592'
 GG0592'NOTE--REFERENCE IS MADE TO THIS BEING THE WESTERLY TOWER OF TWO
 GG0592'SIMILIAR ONES 1/2 MILE APART.  IT IS THE ONLY REMAINING ONE-SEE
 GG0592'OTHER ENCLOSURE).
 GG0592'
 GG0592'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CITY OF ROGERS.
 GG0592
 GG0592                          STATION RECOVERY (1988)
 GG0592
 GG0592'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0592'RECOVERED IN GOOD CONDITION.
 GG0592
 GG0592                          STATION RECOVERY (2003)
 GG0592
 GG0592'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GG0592' 
 GG0592' 
 GG0592
 GG0592                          STATION RECOVERY (2005)
 GG0592
 GG0592'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0606 ***********************************************************************
 GG0606  DESIGNATION -  ROGERS MUNICIPAL TANK
 GG0606  PID         -  GG0606
 GG0606  STATE/COUNTY-  AR/BENTON
 GG0606  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0606
 GG0606                         *CURRENT SURVEY CONTROL
 GG0606  ___________________________________________________________________
 GG0606* NAD 83(1997)-  36 20 14.76722(N)    094 07 33.98149(W)     ADJUSTED  
 GG0606* NAVD 88     -                                                        
 GG0606  ___________________________________________________________________
 GG0606  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GG0606  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GG0606
 GG0606  HORZ ORDER  -  THIRD
 GG0606
 GG0606.The horizontal coordinates were established by classical geodetic methods
 GG0606.and adjusted by the National Geodetic Survey in September 1999..
 GG0606
 GG0606
 GG0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0606
 GG0606.The geoid height was determined by GEOID03.
 GG0606
 GG0606;                    North         East     Units Scale Factor Converg.
 GG0606;SPC AR N     -   224,408.490   209,133.008   MT  1.00002224   -1 14 13.8
 GG0606;SPC AR N     -   736,246.85    686,130.54   sFT  1.00002224   -1 14 13.8
 GG0606;UTM  15      - 4,021,964.540   398,938.922   MT  0.99972584   -0 40 02.3
 GG0606
 GG0606                          SUPERSEDED SURVEY CONTROL
 GG0606
 GG0606  NAD 83(1997)-  36 20 14.77275(N)    094 07 33.98426(W) AD(       ) 4
 GG0606  NAD 83(1997)-  36 20 14.77972(N)    094 07 33.98372(W) AD(       ) 4
 GG0606  NAD 83(1986)-  36 20 14.77964(N)    094 07 33.98254(W) AD(       ) 4
 GG0606  NAD 27      -  36 20 14.50800(N)    094 07 33.25900(W) AD(       ) 3
 GG0606
 GG0606.Superseded values are not recommended for survey control.
 GG0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0606.See file dsdata.txt to determine how the superseded data were derived.
 GG0606
 GG0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9893921965(NAD 83)
 GG0606_MARKER: 53 = ELEVATED TANK
 GG0606
 GG0606  HISTORY     - Date     Condition        Report By
 GG0606  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0606  HISTORY     - 1988     GOOD             USPSQD
 GG0606  HISTORY     - 20050530 GOOD             GEOCAC
 GG0606
 GG0606                          STATION DESCRIPTION
 GG0606
 GG0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0606'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS LOCATED
 GG0606'IN THE WEST PART OF ROGERS AT THE INTERSECTION OF PERSIMMON
 GG0606'STREET AND NORTH 8TH STREET.  IT IS AN EIGHT LEGGED STEEL
 GG0606'STRUCTURE PAINTED PEA GREEN WITH THE LEGEND ROGERS IN BLACK
 GG0606'LETTERS ON THE EAST, WEST, NORTH AND SOUTH SIDES.  THE OVERALL
 GG0606'HEIGHT IS 150 FT.
 GG0606
 GG0606                          STATION RECOVERY (1988)
 GG0606
 GG0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 GG0606'RECOVERED IN GOOD CONDITION.
 GG0606
 GG0606                          STATION RECOVERY (2005)
 GG0606
 GG0606'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0606'THE TANK IS PAINTED SILVER WITH ROGERS IN BLACK LETTERS ON THE NORTH
 GG0606'AND SOUTH SIDES.
 GG0606' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0605 ***********************************************************************
 GG0605  DESIGNATION -  ROGERS RADIO STA KAMO MAST
 GG0605  PID         -  GG0605
 GG0605  STATE/COUNTY-  AR/BENTON
 GG0605  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0605
 GG0605                         *CURRENT SURVEY CONTROL
 GG0605  ___________________________________________________________________
 GG0605* NAD 83(1997)-  36 20 08.57917(N)    094 10 34.11377(W)     ADJUSTED  
 GG0605* NAVD 88     -                                                        
 GG0605  ___________________________________________________________________
 GG0605  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GG0605  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GG0605
 GG0605  HORZ ORDER  -  THIRD
 GG0605
 GG0605.The horizontal coordinates were established by classical geodetic methods
 GG0605.and adjusted by the National Geodetic Survey in September 1999..
 GG0605
 GG0605
 GG0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0605
 GG0605.The geoid height was determined by GEOID03.
 GG0605
 GG0605;                    North         East     Units Scale Factor Converg.
 GG0605;SPC AR N     -   224,315.929   204,637.565   MT  1.00002184   -1 15 58.7
 GG0605;SPC AR N     -   735,943.18    671,381.74   sFT  1.00002184   -1 15 58.7
 GG0605;UTM  15      - 4,021,827.333   394,445.927   MT  0.99973727   -0 41 49.0
 GG0605
 GG0605                          SUPERSEDED SURVEY CONTROL
 GG0605
 GG0605  NAD 83(1997)-  36 20 08.58440(N)    094 10 34.11603(W) AD(       ) 4
 GG0605  NAD 83(1997)-  36 20 08.59165(N)    094 10 34.11604(W) AD(       ) 4
 GG0605  NAD 83(1986)-  36 20 08.59161(N)    094 10 34.11522(W) AD(       ) 4
 GG0605  NAD 27      -  36 20 08.31800(N)    094 10 33.38100(W) AD(       ) 3
 GG0605
 GG0605.Superseded values are not recommended for survey control.
 GG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0605.See file dsdata.txt to determine how the superseded data were derived.
 GG0605
 GG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9444621827(NAD 83)
 GG0605_MARKER: 42 = RADIO/TV MAST
 GG0605
 GG0605  HISTORY     - Date     Condition        Report By
 GG0605  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0605  HISTORY     - 1988     GOOD             USPSQD
 GG0605  HISTORY     - 20050530 MARK NOT FOUND   GEOCAC
 GG0605
 GG0605                          STATION DESCRIPTION
 GG0605
 GG0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0605'THE STATION IS THE CENTER OF THE LIGHT AT THE TOP OF A UNIFORM
 GG0605'STEEL MAST SUPPORTED BY GUY WIRES AND PAINTED IN ALTERNATE
 GG0605'SECTIONS OF INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT
 GG0605'IS ABOUT 300 FEET.  IT IS ABOUT 3 MILES WEST OF ROGERS AND
 GG0605'IS ON THE NORTH SIDE OF U.S. HIGHWAYS 71 AND 62.
 GG0605
 GG0605                          STATION RECOVERY (1988)
 GG0605
 GG0605'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0605'RECOVERED IN GOOD CONDITION.
 GG0605
 GG0605                          STATION RECOVERY (2005)
 GG0605
 GG0605'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0605'THIS LOCATION IS THE PARKING LOT FOR A RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0597 ***********************************************************************
 GG0597  DESIGNATION -  ROGERS TV STA KAMO CABLE MAST
 GG0597  PID         -  GG0597
 GG0597  STATE/COUNTY-  AR/BENTON
 GG0597  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0597
 GG0597                         *CURRENT SURVEY CONTROL
 GG0597  ___________________________________________________________________
 GG0597* NAD 83(1997)-  36 19 23.90173(N)    094 08 08.85357(W)     ADJUSTED  
 GG0597* NAVD 88     -                                                        
 GG0597  ___________________________________________________________________
 GG0597  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GG0597  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GG0597
 GG0597  HORZ ORDER  -  THIRD
 GG0597
 GG0597.The horizontal coordinates were established by classical geodetic methods
 GG0597.and adjusted by the National Geodetic Survey in September 1999..
 GG0597
 GG0597
 GG0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0597
 GG0597.The geoid height was determined by GEOID03.
 GG0597
 GG0597;                    North         East     Units Scale Factor Converg.
 GG0597;SPC AR N     -   222,859.787   208,229.534   MT  1.00001902   -1 14 34.1
 GG0597;SPC AR N     -   731,165.82    683,166.40   sFT  1.00001902   -1 14 34.1
 GG0597;UTM  15      - 4,020,407.384   398,051.158   MT  0.99972806   -0 40 22.2
 GG0597
 GG0597                          SUPERSEDED SURVEY CONTROL
 GG0597
 GG0597  NAD 83(1997)-  36 19 23.90754(N)    094 08 08.85639(W) AD(       ) 4
 GG0597  NAD 83(1997)-  36 19 23.91408(N)    094 08 08.85583(W) AD(       ) 4
 GG0597  NAD 83(1986)-  36 19 23.91401(N)    094 08 08.85479(W) AD(       ) 4
 GG0597  NAD 27      -  36 19 23.64000(N)    094 08 08.12900(W) AD(       ) 3
 GG0597
 GG0597.Superseded values are not recommended for survey control.
 GG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0597.See file dsdata.txt to determine how the superseded data were derived.
 GG0597
 GG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9805120407(NAD 83)
 GG0597_MARKER: 42 = RADIO/TV MAST
 GG0597
 GG0597  HISTORY     - Date     Condition        Report By
 GG0597  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0597  HISTORY     - 1988     GOOD             USPSQD
 GG0597  HISTORY     - 20030104 GOOD             GEOCAC
 GG0597
 GG0597                          STATION DESCRIPTION
 GG0597
 GG0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0597'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED IN
 GG0597'THE SOUTHWEST PART OF ROGERS, 0.1 MILE EAST OF THE INTERSECTION
 GG0597'OF WEST DOGWOOD STREET AND SOUTH 14TH STREET AND IS OWNED AND
 GG0597'OPERATED BY MR. FRED STEVENS.  IT IS A UNIFORM STEEL MAST
 GG0597'SUPPORTED BY GUY WIRES AND IS PAINTED IN ALTERNATE SECTIONS
 GG0597'OF INTERNATIONAL ORANGE AND WHITE.  THE OVERALL HEIGHT IS 350
 GG0597'FEET.
 GG0597
 GG0597                          STATION RECOVERY (1988)
 GG0597
 GG0597'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0597'RECOVERED IN GOOD CONDITION.
 GG0597
 GG0597                          STATION RECOVERY (2003)
 GG0597
 GG0597'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GG0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0921 ***********************************************************************
 GG0921  DESIGNATION -  ROGPORT
 GG0921  PID         -  GG0921
 GG0921  STATE/COUNTY-  AR/BENTON
 GG0921  USGS QUAD   -  ROGERS (1976)
 GG0921
 GG0921                         *CURRENT SURVEY CONTROL
 GG0921  ___________________________________________________________________
 GG0921* NAD 83(1997)-  36 21 53.03340(N)    094 06 38.73785(W)     ADJUSTED  
 GG0921* NAVD 88     -       412.613  (meters)    1353.71   (feet)  ADJUSTED  
 GG0921  ___________________________________________________________________
 GG0921  X           -    -368,632.887 (meters)                     COMP
 GG0921  Y           -  -5,129,186.084 (meters)                     COMP
 GG0921  Z           -   3,761,085.812 (meters)                     COMP
 GG0921  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GG0921  ELLIP HEIGHT-         384.47  (meters)          (09/24/01) GPS OBS
 GG0921  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GG0921  DYNAMIC HT  -         412.250 (meters)    1352.52  (feet)  COMP
 GG0921  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 GG0921
 GG0921  HORZ ORDER  -  FIRST
 GG0921  VERT ORDER  -  FIRST     CLASS II
 GG0921  ELLP ORDER  -  FOURTH    CLASS II
 GG0921
 GG0921.This mark is at Rogers Mun-Carter Fld Airport (ROG)
 GG0921
 GG0921.The horizontal coordinates were established by GPS observations
 GG0921.and adjusted by the National Geodetic Survey in September 1999..
 GG0921
 GG0921.The orthometric height was determined by differential leveling
 GG0921.and adjusted by the National Geodetic Survey in June 1991..
 GG0921
 GG0921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0921
 GG0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0921
 GG0921.The ellipsoidal height was determined by GPS observations
 GG0921.and is referenced to NAD 83.
 GG0921
 GG0921.The geoid height was determined by GEOID03.
 GG0921
 GG0921.The dynamic height is computed by dividing the NAVD 88
 GG0921.geopotential number by the normal gravity value computed on the
 GG0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0921.degrees latitude (g = 980.6199 gals.).
 GG0921
 GG0921.The modeled gravity was interpolated from observed gravity values.
 GG0921
 GG0921;                    North         East     Units Scale Factor Converg.
 GG0921;SPC AR N     -   227,407.165   210,575.332   MT  1.00002862   -1 13 41.7
 GG0921;SPC AR N     -   746,085.01    690,862.57   sFT  1.00002862   -1 13 41.7
 GG0921;UTM  15      - 4,024,976.500   400,350.932   MT  0.99972234   -0 39 31.1
 GG0921
 GG0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0921!SPC AR N     -   0.99993966  x   1.00002862  =   0.99996828
 GG0921!UTM  15      -   0.99993966  x   0.99972234  =   0.99966202
 GG0921
 GG0921:                Primary Azimuth Mark                     Grid Az
 GG0921:SPC AR N     -  ROGPORT AZ MK                            018 40 38.9
 GG0921:UTM  15      -  ROGPORT AZ MK                            018 06 28.3
 GG0921
 GG0921|---------------------------------------------------------------------|
 GG0921| PID    Reference Object                     Distance      Geod. Az  |
 GG0921|                                                           dddmmss.s |
 GG0921| GG0922 ROGPORT AZ MK                       APPROX. 0.7 KM 0172657.2 |
 GG0921|---------------------------------------------------------------------|
 GG0921
 GG0921                          SUPERSEDED SURVEY CONTROL
 GG0921
 GG0921  ELLIP H (09/14/99)  384.36   (m)                       GP(       ) 4 1
 GG0921  NAD 83(1997)-  36 21 53.03959(N)    094 06 38.73935(W) AD(       ) 1
 GG0921  NAD 83(1997)-  36 21 53.04755(N)    094 06 38.74201(W) AD(       ) 1
 GG0921  NAD 83(1986)-  36 21 53.04814(N)    094 06 38.74086(W) AD(       ) 1
 GG0921  NGVD 29 (10/05/93)  412.471  (m)         1353.25   (f) ADJUSTED    1 2
 GG0921
 GG0921.Superseded values are not recommended for survey control.
 GG0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0921.See file dsdata.txt to determine how the superseded data were derived.
 GG0921
 GG0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0035124977(NAD 83)
 GG0921_MARKER: I = METAL ROD
 GG0921_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0921_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GG0921_STAMPING: ROGPORT 1989
 GG0921_MARK LOGO: NGS   
 GG0921_PROJECTION: FLUSH
 GG0921_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GG0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0921+STABILITY: POSITION/ELEVATION WELL
 GG0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0921+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 GG0921_ROD/PIPE-DEPTH:  1.3 meters
 GG0921_SLEEVE-DEPTH  :  0.3 meters
 GG0921
 GG0921  HISTORY     - Date     Condition        Report By
 GG0921  HISTORY     - 1989     MONUMENTED       NGS
 GG0921  HISTORY     - 19900418 GOOD             NGS
 GG0921  HISTORY     - 19900426 GOOD             NGS
 GG0921
 GG0921                          STATION DESCRIPTION
 GG0921
 GG0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0921'0.3 KM (0.20 MI) NORTHERLY ALONG AIRPORT DRIVE FROM ITS JUNCTION WITH
 GG0921'U.S. HIGHWAY 62 IN ROGERS, THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY
 GG0921'ALONG A TAXIWAY, AT THE ROGERS MUNICIPAL AIRPORT, 27.4 M (89.9 FT)
 GG0921'WEST OF THE SOUTHWEST CORNER OF THE RUNWAY, 6.5 M (21.3 FT)
 GG0921'WEST-NORTHWEST OF A VASI LIGHT, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 GG0921'THE RUNWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GG0921'CAP.
 GG0921
 GG0921                          STATION RECOVERY (1990)
 GG0921
 GG0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0921'STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) EAST OF BENTONVILLE, 8.9 KM
 GG0921'(5.5 MI) SOUTH OF PEA RIDGE, AND 4.3 KM (2.7 MI) NORTH-NORTHWEST OF
 GG0921'ROGERS.  AT THE ROGERS MUNICIPAL-CATER FIELD AIRPORT. OWNERSHIP--CITY
 GG0921'OF ROGERS, CITY HALL, ROGERS AR 72756. AIRPORT MANAGER IS KEN HILL,
 GG0921'300 WEST POPULAR STREET, ROGERS AR 72756.  PHONE IS 501-631-1400 OR
 GG0921'HOME 501-631-1610.  FRANK SPEER (ASST) 501-636-8636.
 GG0921'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 62B, AND
 GG0921'STATE HIGHWAY 94 IN NORTH ROGERS, GO NORTHEAST ON U.S. HIGHWAY 62 FOR
 GG0921'1.34 KM (0.83 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 GG0921'NORTH ON THE AIRPORT ENTRANCE ROAD PASSING THE AIRPORT OFFICE ON THE
 GG0921'RIGHT FOR 0.28 KM (0.17 MI) TO A LOCKED GATE.  PASS THROUGH THE GATE
 GG0921'AND GO NORTHWEST ACROSS AN APRON FOR 0.06 KM (0.04 MI) TO A TAXIWAY.
 GG0921'TURN LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.38 KM (0.24 MI) TO A
 GG0921'RUNWAY AND THE STATION ACROSS THE RUNWAY AND ON LINE WITH THE RUNWAY
 GG0921'END.
 GG0921'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GG0921'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET 27.2
 GG0921'M (89.2 FT) WEST FROM THE WEST EDGE OF THE RUNWAY AND 6.15 M
 GG0921'(20.18 FT) NORTHWEST FROM A PIPE LEG SUPPORTING A 2X2 FT.ORANGE BOX
 GG0921'WITH A LIGHT.
 GG0921'CONTACT KEN HILL AHEAD OF TIME.  HE WANTS TO BE AT THE AIRPORT DURING
 GG0921'THE TIME OF OBSERVING AND DURING MARK SETTING.
 GG0921'DESCRIBED BY R.D.BALL
 GG0921
 GG0921                          STATION RECOVERY (1990)
 GG0921
 GG0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0921'STATION IS LOCATED AT THE SOUTH END OF FIELD JUST WEST OF RUNWAY END
 GG0921'1.  IT IS 138.0 FT (42.1 M) WEST OF CL END RWY 1, 88.9 FT (27.1 M) WNW
 GG0921'OF THE SW CORNER OF THE RUNWAY, 79.4 FT (24.2 M) WEST OF THE
 GG0921'WESTERNMOST THRESHOLD LIGHT AND 20.5 FT (6.2 M) NW OF THE CENTER OF
 GG0921'THE WEST REIL.  A STANDARD NGS VERTICAL CONTROL MARK CONSISTING OF A
 GG0921'STAINLESS STEEL ROD WITH A PUNCH HOLE MARKING THE HORIZONTAL POINT
 GG0921'WITHIN A STEEL LOGO CAP.  THE CAP IS FLUSH WITH GROUND AND STAMPED
 GG0921'ROGPORT 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0922 ***********************************************************************
 GG0922  DESIGNATION -  ROGPORT AZ MK
 GG0922  PID         -  GG0922
 GG0922  STATE/COUNTY-  AR/BENTON
 GG0922  USGS QUAD   -  ROGERS (1976)
 GG0922
 GG0922                         *CURRENT SURVEY CONTROL
 GG0922  ___________________________________________________________________
 GG0922* NAD 83(1997)-  36 22 13.63369(N)    094 06 30.73110(W)     ADJUSTED  
 GG0922* NAVD 88     -       412.532  (meters)    1353.45   (feet)  ADJUSTED  
 GG0922  ___________________________________________________________________
 GG0922  X           -    -368,406.800 (meters)                     COMP
 GG0922  Y           -  -5,128,824.742 (meters)                     COMP
 GG0922  Z           -   3,761,597.094 (meters)                     COMP
 GG0922  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GG0922  ELLIP HEIGHT-         384.38  (meters)          (09/24/01) GPS OBS
 GG0922  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GG0922  DYNAMIC HT  -         412.170 (meters)    1352.26  (feet)  COMP
 GG0922  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 GG0922
 GG0922  HORZ ORDER  -  FIRST
 GG0922  VERT ORDER  -  FIRST     CLASS II
 GG0922  ELLP ORDER  -  FOURTH    CLASS II
 GG0922
 GG0922.This mark is at Rogers Mun-Carter Fld Airport (ROG)
 GG0922
 GG0922.The horizontal coordinates were established by GPS observations
 GG0922.and adjusted by the National Geodetic Survey in September 1999..
 GG0922
 GG0922.The orthometric height was determined by differential leveling
 GG0922.and adjusted by the National Geodetic Survey in June 1991..
 GG0922
 GG0922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0922
 GG0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0922
 GG0922.The ellipsoidal height was determined by GPS observations
 GG0922.and is referenced to NAD 83.
 GG0922
 GG0922.The geoid height was determined by GEOID03.
 GG0922
 GG0922.The dynamic height is computed by dividing the NAVD 88
 GG0922.geopotential number by the normal gravity value computed on the
 GG0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0922.degrees latitude (g = 980.6199 gals.).
 GG0922
 GG0922.The modeled gravity was interpolated from observed gravity values.
 GG0922
 GG0922;                    North         East     Units Scale Factor Converg.
 GG0922;SPC AR N     -   228,037.742   210,788.495   MT  1.00002998   -1 13 37.0
 GG0922;SPC AR N     -   748,153.83    691,561.92   sFT  1.00002998   -1 13 37.0
 GG0922;UTM  15      - 4,025,608.970   400,557.752   MT  0.99972184   -0 39 26.7
 GG0922
 GG0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0922!SPC AR N     -   0.99993968  x   1.00002998  =   0.99996966
 GG0922!UTM  15      -   0.99993968  x   0.99972184  =   0.99966153
 GG0922
 GG0922:                Primary Azimuth Mark                     Grid Az
 GG0922:SPC AR N     -  ROGPORT                                  198 40 39.0
 GG0922:UTM  15      -  ROGPORT                                  198 06 28.7
 GG0922
 GG0922|---------------------------------------------------------------------|
 GG0922| PID    Reference Object                     Distance      Geod. Az  |
 GG0922|                                                           dddmmss.s |
 GG0922| GG0921 ROGPORT                             APPROX. 0.7 KM 1972702.0 |
 GG0922|---------------------------------------------------------------------|
 GG0922
 GG0922                          SUPERSEDED SURVEY CONTROL
 GG0922
 GG0922  ELLIP H (09/14/99)  384.27   (m)                       GP(       ) 4 1
 GG0922  NAD 83(1997)-  36 22 13.64081(N)    094 06 30.73322(W) AD(       ) 1
 GG0922  NAD 83(1997)-  36 22 13.64784(N)    094 06 30.73525(W) AD(       ) 1
 GG0922  NAD 83(1986)-  36 22 13.64845(N)    094 06 30.73415(W) AD(       ) 1
 GG0922  NAVD 88 (12/20/99)  412.53   (m)         1353.4    (f) LEVELING    3  
 GG0922  NGVD 29 (10/05/93)  412.391  (m)         1352.99   (f) ADJUSTED    1 2
 GG0922
 GG0922.Superseded values are not recommended for survey control.
 GG0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0922.See file dsdata.txt to determine how the superseded data were derived.
 GG0922
 GG0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0055825609(NAD 83)
 GG0922_MARKER: I = METAL ROD
 GG0922_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0922_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GG0922_STAMPING: ROGPORT AZ MK 1989
 GG0922_MARK LOGO: NGS   
 GG0922_PROJECTION: FLUSH
 GG0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0922+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 GG0922_ROD/PIPE-DEPTH:  1.4 meters
 GG0922_SLEEVE-DEPTH  :  0.3 meters
 GG0922
 GG0922  HISTORY     - Date     Condition        Report By
 GG0922  HISTORY     - 1989     MONUMENTED       NGS
 GG0922  HISTORY     - 19900418 GOOD             NGS
 GG0922  HISTORY     - 19900426 GOOD             NGS
 GG0922  HISTORY     - 19990622 GOOD             NGS
 GG0922
 GG0922                          STATION DESCRIPTION
 GG0922
 GG0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0922'0.3 KM (0.20 MI) NORTHERLY ALONG AIRPORT DRIVE FROM ITS JUNCTION WITH
 GG0922'U.S. HIGHWAY 62 IN ROGERS, THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY
 GG0922'ALONG A TAXIWAY, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG THE WEST
 GG0922'EDGE OF A RUNWAY, AT THE ROGERS MUNICIPAL AIRPORT, 51.5 M (169.0 FT)
 GG0922'NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, 46.7 M (153.2 FT)
 GG0922'NORTH OF THE CENTER OF AN EAST-WEST RUNWAY, AND LEVEL WITH THE
 GG0922'RUNWAYS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GG0922'CAP.
 GG0922
 GG0922                          STATION RECOVERY (1990)
 GG0922
 GG0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0922'STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) EAST OF BENTONVILLE, 8.9 KM
 GG0922'(5.5 MI) SOUTH OF PEA RIDGE, AND 4.3 KM (2.7 MI) NORTH-NORTHWEST OF
 GG0922'ROGERS.  AT THE ROGERS MUNICIPAL-CATER FIELD AIRPORT. OWNERSHIP--CITY
 GG0922'OF ROGERS, CITY HALL, ROGERS AR 72756. AIRPORT MANAGER IS KEN HILL,
 GG0922'300 WEST POPULAR STREET, ROGERS AR 72756.  PHONE IS 501-631-1400 OR
 GG0922'HOME 501-631-1610.  FRANK SPEER (ASST) 501-636-8636.
 GG0922'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 62B, AND
 GG0922'STATE HIGHWAY 94 IN NORTH ROGERS.  GO NORTHEAST ON U.S. HIGHWAY 62
 GG0922'FOR 1.34 KM (0.83 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 GG0922'NORTH ON THE AIRPORT ENTRANCE ROAD PASSING THE AIRPORT OFFICE ON THE
 GG0922'RIGHT FOR 0.28 KM (0.17 MI) TO A LOCKED GATE.  PASS THROUGH THE GATE
 GG0922'AND GO NORTHWEST ACROSS AN APRON FOR 0.06 KM (0.04 MI) TO A TAXIWAY.
 GG0922'TURN RIGHT AND GO NORTHEAST ON THE TAXIWAY FOR 0.27 KM (0.17 MI) TO A
 GG0922'TAXIWAY.  TURN LEFT AND GO WESTERLY CROSSING A RUNWAY FOR 0.12 KM
 GG0922'(0.07 MI) TO THE STATION ON THE RIGHT.
 GG0922'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GG0922'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET 66.8
 GG0922'M (219.2 FT) WEST-NORTHWEST OF THE RUNWAY CENTERLINE, 51.0 M
 GG0922'(167.3 FT) NORTH OF THE APPROXIMATE CENTER OF A CLOSED RUNWAY, 45.1 M
 GG0922'(148.0 FT) NORTHWEST OF A RUNWAY LIGHT AND ABOUT 0.6 M (2.0 FT) ABOVE
 GG0922'THE RUNWAY CENTER.
 GG0922'CONTACT KEN HILL AHEAD OF TIME.  HE WANTS TO BE AT THE AIRPORT DURING
 GG0922'THE TIME OF OBSERVING AND DURING MARK SETTING.
 GG0922'DESCRIBED BY R.D.BALL.
 GG0922
 GG0922                          STATION RECOVERY (1990)
 GG0922
 GG0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0922'STATION IS LOCATED NEAR THE MIDSECTION OF THE FIELD, NORTH AND WEST OF
 GG0922'THE INTERSECTION OF THE RUNWAY AND THE REMAINS OF A FORMER EAST-WEST
 GG0922'RUNWAY NOW ABANDONED PAVING.  IT IS 227.8 FT (69.4 M) SW OF THE SECOND
 GG0922'RUNWAY LIGHT NORTH OF THE AFOREMENTIONED INTERSECTION, 155.4 FT (47.4
 GG0922'M) NW OF THE NW CORNER OF A PAVEMENT STUB WHERE RUNWAY PAVEMENT WAS
 GG0922'FEATHERED INTO ABANDONED PAVING, 155.4 FT (47.4 M) WEST OF THE WEST
 GG0922'EDGE OF THE RUNWAY, 147.9 FT (45.1 M) NW OF THE CLOSEST RUNWAY LIGHT
 GG0922'TO THE INTERSECTION AND 37.6 FT (11.5 M) WNW OF 90 BEND IN A SHALLOW
 GG0922'DRAINAGE DITCH NW OF THE INTERSECTION.  A STANDARD NGS VCM STAINLESS
 GG0922'STEEL ROD.
 GG0922
 GG0922                          STATION RECOVERY (1999)
 GG0922
 GG0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 GG0922'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1872 ***********************************************************************
 EJ1872  DESIGNATION -  ROLAND
 EJ1872  PID         -  EJ1872
 EJ1872  STATE/COUNTY-  AR/PULASKI
 EJ1872  USGS QUAD   -  FOURCHE (1984)
 EJ1872
 EJ1872                         *CURRENT SURVEY CONTROL
 EJ1872  ___________________________________________________________________
 EJ1872* NAD 83(1997)-  34 54 27.08949(N)    092 34 44.27104(W)     ADJUSTED  
 EJ1872* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 EJ1872  ___________________________________________________________________
 EJ1872  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 EJ1872  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EJ1872
 EJ1872  HORZ ORDER  -  FIRST
 EJ1872
 EJ1872.The horizontal coordinates were established by classical geodetic methods
 EJ1872.and adjusted by the National Geodetic Survey in September 1999..
 EJ1872
 EJ1872.The orthometric height was scaled from a topographic map.
 EJ1872
 EJ1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1872
 EJ1872.The geoid height was determined by GEOID03.
 EJ1872
 EJ1872;                    North         East     Units Scale Factor Converg.
 EJ1872;SPC AR S     -   648,700.245   347,086.487   MT  1.00003445   -0 19 26.5
 EJ1872;SPC AR S     - 2,128,277.39  1,138,732.92   sFT  1.00003445   -0 19 26.5
 EJ1872;SPC AR N     -    63,857.838   347,088.059   MT  1.00000517   -0 20 12.8
 EJ1872;SPC AR N     -   209,506.92  1,138,738.07   sFT  1.00000517   -0 20 12.8
 EJ1872;UTM  15      - 3,862,868.875   538,463.510   MT  0.99961823   +0 14 27.4
 EJ1872
 EJ1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1872!SPC AR S     -   0.99997452  x   1.00003445  =   1.00000897
 EJ1872!SPC AR N     -   0.99997452  x   1.00000517  =   0.99997969
 EJ1872!UTM  15      -   0.99997452  x   0.99961823  =   0.99959276
 EJ1872
 EJ1872|---------------------------------------------------------------------|
 EJ1872| PID    Reference Object                     Distance      Geod. Az  |
 EJ1872|                                                           dddmmss.s |
 EJ1872| CY6381 ROLAND RM 1                           8.580 METERS 11539     |
 EJ1872| CY6380 ROLAND AZ MK                                       1622033.2 |
 EJ1872| CY6382 ROLAND RM 2                           7.434 METERS 21623     |
 EJ1872|---------------------------------------------------------------------|
 EJ1872
 EJ1872                          SUPERSEDED SURVEY CONTROL
 EJ1872
 EJ1872  NAD 83(1986)-  34 54 27.10301(N)    092 34 44.26140(W) AD(       ) 1
 EJ1872  NAD 27      -  34 54 26.78300(N)    092 34 43.67900(W) AD(       ) 1
 EJ1872
 EJ1872.Superseded values are not recommended for survey control.
 EJ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1872.See file dsdata.txt to determine how the superseded data were derived.
 EJ1872
 EJ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3846462869(NAD 83)
 EJ1872_MARKER: DS = TRIANGULATION STATION DISK
 EJ1872_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1872_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EJ1872
 EJ1872  HISTORY     - Date     Condition        Report By
 EJ1872  HISTORY     - 1940     MONUMENTED       CGS
 EJ1872  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ1872
 EJ1872                          STATION DESCRIPTION
 EJ1872
 EJ1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1872'STATION IS LOCATED ABOUT 4.5 MILES WNW OF ROLAND AND ABOUT 7
 EJ1872'MILES SSE OF BIGELOW, ON THE HIGHEST PART OF A PROMINENT
 EJ1872'WOODED HILL AND ON LAND OWNED BY THE STATE.
 EJ1872'
 EJ1872'THE STATION IS MARKED BY A STANDARD DISK WEDGED IN A DRILL HOLE
 EJ1872'IN OUTCROPPING BEDROCK AND IS STAMPED ROLAND 1940.
 EJ1872'
 EJ1872'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 EJ1872'OUTCROPPING BEDROCK.
 EJ1872'
 EJ1872'REFERENCE MARK NO. 1 IS STAMPED ROLAND NO. 1 1940, AND IS
 EJ1872'ABOUT 2 FEET LOWER THAN THE STATION.  REFERENCE MARK NO. 2 IS
 EJ1872'STAMPED ROLAND NO. 2 1940, AND IS ABOUT THE SAME ELEVATION AS THE
 EJ1872'STATION.
 EJ1872'
 EJ1872'AZIMUTH MARK IS A STANDARD DISK SET AT THE CENTER OF THE TOP
 EJ1872'OF A SQUARE BLOCK OR POST OF CONCRETE.  IT IS STAMPED ROLAND 1940
 EJ1872'AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 48.0 FEET
 EJ1872'SW OF 16-INCH PINE TREE WITH TRIANGLE BLAZE, 4.7 FEET N OF
 EJ1872'WHITE REFERENCE POST, AND 49.4 FEET W OF THE CENTER LINE OF
 EJ1872'TRACK ROAD.
 EJ1872'
 EJ1872'STATION IS REACHED AS FOLLOWS--FROM THE POST OFFICE IN LITTLE
 EJ1872'ROCK GO NORTHWESTERLY ON STATE HIGHWAY 10 FOR 25.25 MILES TO
 EJ1872'CROSSROADS AT THE JUNCTION OF STATE HIGHWAYS 10 AND 113.
 EJ1872'TURN RIGHT ON STATE HIGHWAY 113 AND GO 1.0 MILE, TURN RIGHT AND
 EJ1872'GO NORTHEASTERLY ON GRADED DIRT ROAD 1.15 MILES TO MAUMELLE
 EJ1872'GROCERY ON THE RIGHT, CONTINUE ON MAIN ROAD 2.75 MILES TO TRACK
 EJ1872'ROAD LEADING LEFT ON THE E SIDE OF FARMHOUSE, TURN LEFT ON
 EJ1872'TRACK ROAD AND GO 0.1 MILE TO FORK, TAKE RIGHT FORK AND GO 0.35
 EJ1872'MILE TO FARM HOUSE OF MR. WHITT.  FROM HERE PACK NORTHEASTERLY
 EJ1872'TO HIGHEST PART OF HILL AND STATION.
 EJ1872
 EJ1872                          STATION RECOVERY (1960)
 EJ1872
 EJ1872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ1872'A THOROUGH SEARCH FOR THIS STATION WAS MADE BUT DUE TO INADEQUATE
 EJ1872'DESCRIPTION AND BEING UNABLE TO IDENTIFY THE HIGHEST HILL IN
 EJ1872'THAT VICINITY FROM THE PHOTOGRAPHS IT IS LIKELY THE STATION
 EJ1872'IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1841 ***********************************************************************
 EJ1841  DESIGNATION -  ROLLA RADIO STA KCY 29 MAST
 EJ1841  PID         -  EJ1841
 EJ1841  STATE/COUNTY-  AR/HOT SPRING
 EJ1841  USGS QUAD   -  WILLOW (1984)
 EJ1841
 EJ1841                         *CURRENT SURVEY CONTROL
 EJ1841  ___________________________________________________________________
 EJ1841* NAD 83(1997)-  34 12 22.21817(N)    092 44 44.02347(W)     ADJUSTED  
 EJ1841* NAVD 88     -                                                        
 EJ1841  ___________________________________________________________________
 EJ1841  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 EJ1841  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EJ1841
 EJ1841  HORZ ORDER  -  THIRD
 EJ1841
 EJ1841.The horizontal coordinates were established by classical geodetic methods
 EJ1841.and adjusted by the National Geodetic Survey in September 1999..
 EJ1841
 EJ1841
 EJ1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1841
 EJ1841.The geoid height was determined by GEOID03.
 EJ1841
 EJ1841;                    North         East     Units Scale Factor Converg.
 EJ1841;SPC AR S     -   571,000.590   331,294.162   MT  0.99992295   -0 25 02.2
 EJ1841;SPC AR S     - 1,873,357.77  1,086,920.93   sFT  0.99992295   -0 25 02.2
 EJ1841;UTM  15      - 3,785,045.531   523,439.900   MT  0.99960677   +0 08 34.9
 EJ1841
 EJ1841                          SUPERSEDED SURVEY CONTROL
 EJ1841
 EJ1841  NAD 83(1986)-  34 12 22.22861(N)    092 44 44.01407(W) AD(       ) 4
 EJ1841  NAD 27      -  34 12 21.88454(N)    092 44 43.42023(W) AD(       ) 3
 EJ1841
 EJ1841.Superseded values are not recommended for survey control.
 EJ1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1841.See file dsdata.txt to determine how the superseded data were derived.
 EJ1841
 EJ1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2344085046(NAD 83)
 EJ1841_MARKER: 51 = TANK
 EJ1841_SETTING: 0 = UNSPECIFIED SETTING
 EJ1841
 EJ1841  HISTORY     - Date     Condition        Report By
 EJ1841  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1841
 EJ1841                          STATION DESCRIPTION
 EJ1841
 EJ1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1841'THE STATION IS THE CENTER OF THE RED LIGHT AT THE TOP OF THE MAST
 EJ1841'LOCATED ABOUT 12 MILES SOUTHWEST OF MALVERN, ABOUT 2 MILES WEST OF
 EJ1841'LONO.  IT IS A TRIANGULAR SHAPED GUYED STEEL MAST WITH A BLINKING
 EJ1841'RED LIGHT AT THE TOP, PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 EJ1841'WHITE AND THE OVERALL HEIGHT IS 215 FEET.  IT IS ALSO TELEPHONE
 EJ1841'RELAY STATION KB 630 AND IS OWNED AND OPERATED BY THE ARKANSAS
 EJ1841'STATE HIGHWAY DEPARTMENT.
 EJ1841'
 EJ1841'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 9 AND 222 IN LONO
 EJ1841'GO WEST ON ROAD 222 (GRAVELED) FOR 1.3 MILES TO THE RAILROAD
 EJ1841'CROSSING IN ROLLA.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.8
 EJ1841'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 EJ1841'FOR 0.1 MILE TO THE MAST ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0874 ***********************************************************************
 EH0874  DESIGNATION -  RONDO
 EH0874  PID         -  EH0874
 EH0874  STATE/COUNTY-  AR/LEE
 EH0874  USGS QUAD   -  RONDO (1971)
 EH0874
 EH0874                         *CURRENT SURVEY CONTROL
 EH0874  ___________________________________________________________________
 EH0874* NAD 83(1997)-  34 39 34.09140(N)    090 49 23.02860(W)     ADJUSTED  
 EH0874* NAVD 88     -        65.352  (meters)     214.41   (feet)  ADJUSTED  
 EH0874  ___________________________________________________________________
 EH0874  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 EH0874  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0874  DYNAMIC HT  -          65.291 (meters)     214.21  (feet)  COMP
 EH0874  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 EH0874
 EH0874  HORZ ORDER  -  FIRST
 EH0874  VERT ORDER  -  FIRST     CLASS II
 EH0874
 EH0874.The horizontal coordinates were established by classical geodetic methods
 EH0874.and adjusted by the National Geodetic Survey in September 1999..
 EH0874
 EH0874.The orthometric height was determined by differential leveling
 EH0874.and adjusted by the National Geodetic Survey in June 1991..
 EH0874
 EH0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0874
 EH0874.The geoid height was determined by GEOID03.
 EH0874
 EH0874.The dynamic height is computed by dividing the NAVD 88
 EH0874.geopotential number by the normal gravity value computed on the
 EH0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0874.degrees latitude (g = 980.6199 gals.).
 EH0874
 EH0874.The modeled gravity was interpolated from observed gravity values.
 EH0874
 EH0874;                    North         East     Units Scale Factor Converg.
 EH0874;SPC AR S     -   621,652.245   507,878.819   MT  0.99997785   +0 39 31.4
 EH0874;SPC AR S     - 2,039,537.41  1,666,265.76   sFT  0.99997785   +0 39 31.4
 EH0874;UTM  15      - 3,837,436.433   699,485.603   MT  1.00009051   +1 14 18.3
 EH0874
 EH0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0874!SPC AR S     -   0.99999397  x   0.99997785  =   0.99997182
 EH0874!UTM  15      -   0.99999397  x   1.00009051  =   1.00008448
 EH0874
 EH0874|---------------------------------------------------------------------|
 EH0874| PID    Reference Object                     Distance      Geod. Az  |
 EH0874|                                                           dddmmss.s |
 EH0874| EH0875 C 15                                 36.070 METERS 09313     |
 EH0874| CY6386 RONDO AZ MK RESET                                  1224844.1 |
 EH0874| EH0876 RONDO AZ MK                                        1225220.7 |
 EH0874| EH0873 RONDO RM 1                           34.942 METERS 17204     |
 EH0874|---------------------------------------------------------------------|
 EH0874
 EH0874                          SUPERSEDED SURVEY CONTROL
 EH0874
 EH0874  NAD 83(1997)-  34 39 34.09455(N)    090 49 23.02761(W) AD(       ) 1
 EH0874  NAD 83(1997)-  34 39 34.09520(N)    090 49 23.02736(W) AD(       ) 1
 EH0874  NAD 83(1986)-  34 39 34.09892(N)    090 49 23.02603(W) AD(       ) 1
 EH0874  NAD 27      -  34 39 33.73942(N)    090 49 22.61297(W) AD(       ) 1
 EH0874  NGVD 29 (??/??/??)   65.364  (m)          214.45   (f) ADJUSTED    1 2
 EH0874
 EH0874.Superseded values are not recommended for survey control.
 EH0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0874.See file dsdata.txt to determine how the superseded data were derived.
 EH0874
 EH0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9948637436(NAD 83)
 EH0874_MARKER: DS = TRIANGULATION STATION DISK
 EH0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0874_STAMPING: RONDO 1953
 EH0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0874+STABILITY: SURFACE MOTION
 EH0874
 EH0874  HISTORY     - Date     Condition        Report By
 EH0874  HISTORY     - 1953     MONUMENTED       CGS
 EH0874  HISTORY     - 1956     GOOD             CGS
 EH0874  HISTORY     - 1965     GOOD             CGS
 EH0874  HISTORY     - 20030408 MARK NOT FOUND   USACE
 EH0874
 EH0874                          STATION DESCRIPTION
 EH0874
 EH0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH0874'THE STATION IS LOCATED IN THE VILLAGE OF RONDO, 262 FEET
 EH0874'WEST OF THE RONDO POST OFFICE, 109 FEET SOUTHWEST OF A WELL,
 EH0874'56 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 29 FEET
 EH0874'SOUTH OF AN OLD RAILROAD BED.  IT IS SET FLUSH AND IS STAMPED
 EH0874'RONDO 1953.
 EH0874'
 EH0874'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE CENTER OF THE
 EH0874'GRAVELED ROAD, 14 FEET WEST OF THE NORTHWEST CORNER OF A
 EH0874'BARN AND 1 FOOT NORTH OF A POWER LINE POLE.  IT PROJECTS
 EH0874'3 INCHES AND IS STAMPED RONDO NO 1 1953.
 EH0874'
 EH0874'A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 EH0874'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST, 142 FEET
 EH0874'WEST OF THE POST OFFICE, 67 FEET SOUTHEAST OF A WELL AND
 EH0874'14 FEET EAST OF A POWER LINE POLE, WAS USED FOR REFERENCE
 EH0874'MARK NO. 2.  IT IS SET FLUSH AND IS STAMPED C 15 1932.
 EH0874'
 EH0874'THE DISTANCE BETWEEN R.M. NO. 1 AND BENCH MARK C 15 IS 148.06
 EH0874'FEET.
 EH0874'
 EH0874'THE AZIMUTH MARK IS 45 FEET NORTHEAST OF A Y JUNCTION, 1
 EH0874'FOOT WEST OF A HIGH LINE POLE AND 1 FOOT WEST OF A WITNESS
 EH0874'POST.  IT PROJECTS 4 INCHES AND IS STAMPED RONDO 1953.
 EH0874'
 EH0874'TO REACH THE AZIMUTH MARK FROM THE RONDO POST OFFICE GO
 EH0874'SOUTHEAST ON THE GRAVELED STREET FOR 0.2 MILE TO THE AZIMUTH
 EH0874'MARK ON THE LEFT AS DESCRIBED.
 EH0874'
 EH0874'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH0874
 EH0874                          STATION RECOVERY (1956)
 EH0874
 EH0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 EH0874'IN RONDO.
 EH0874'AT RONDO, ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 121 FROM THE COTTON
 EH0874'GIN THENCE ABOUT 0.2 MILE NORTHWEST ALONG A STREET, THENCE ABOUT 50
 EH0874'YARDS SOUTHWEST ALONG A STREET, 30 FEET SOUTHWEST OF CENTER OF
 EH0874'ABANDONED GRADE OF THE MISSOURI AND ARKANSAS RAILROAD, 57 FEET
 EH0874'NORTHWEST OF CENTER LINE OF NORTHEAST-SOUTHWEST STREET, 114.7 FEET
 EH0874'NORTH OF RM NO. 1, 118.4 FEET WEST OF BENCH MARK C 15, 201 FEET WEST
 EH0874'AND ACROSS STREETS FROM X. J. BOALS GROCERY STORE, 179 FEET SOUTHWEST
 EH0874'AND ACROSS STREET FROM SOUTH CORNER OF L. AND F. MC GINNIS GENERAL
 EH0874'STORE, ABOUT LEVEL WITH STREET AND SET IN THE TOP OF A CONCRETE POST
 EH0874'ABOUT FLUSH WITH GROUND.
 EH0874
 EH0874                          STATION RECOVERY (1965)
 EH0874
 EH0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH0874'THE STATION, REFERENCE MARK 1 AND BENCH MARK C 15 1932 (R.M.
 EH0874'NO.2) WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 EH0874'WAS FOUND TO HAVE BEEN DESTROYED.  A NEW AZIMUTH MARK WAS
 EH0874'ESTABLISHED AT THIS TIME.  THE DISTANCES AND DIRECTIONS
 EH0874'TO THE REFERENCE MARKS CHECKED.  DUE TO CHANGES OF REFERENCE
 EH0874'POINTS A NEW DESCRIPTION FOLLOWS.
 EH0874'
 EH0874'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF A CROSSROAD
 EH0874'INTERSECTION IN THE CENTRAL PART OF RONDO AND IS ON TOWN
 EH0874'PROPERTY.
 EH0874'
 EH0874'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED RONDO
 EH0874'1953, SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH0874'THE GROUND.  IT IS 262 FEET WEST OF THE RONDO POST OFFICE,
 EH0874'149 FEET SOUTHWEST OF THE CENTER OF THE CROSSROAD, 29 FEET
 EH0874'SOUTH OF AN OLD RAILROAD ROADBED AND 56 FEET WEST OF THE
 EH0874'CENTER OF A GRAVELED ROAD.  THE UNDERGROUND
 EH0874'MARK WAS NOT INSPECTED AT THIS TIME.
 EH0874'
 EH0874'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RONDO NO 1
 EH0874'1953, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EH0874'3 INCHES.  IT IS 1 FOOT NORTH OF A POWER POLE AND 26 FEET
 EH0874'EAST OF THE CENTER OF THE GRAVELED ROAD.  THE BARN MENTIONED
 EH0874'IN THE ORIGINAL DESCRIPTION HAS BEEN TORN DOWN.
 EH0874'
 EH0874'BENCH MARK C 15 1932 (R.M. NO. 2), A STANDARD COAST AND
 EH0874'GEODETIC SURVEY BENCH MARK DISK STAMPED C 15 1932, SET IN
 EH0874'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH0874'WITH THE GROUND.  IT IS 142 FEET WEST OF THE POST OFFICE,
 EH0874'83 FEET SOUTHEAST OF THE CENTER OF THE CROSSROAD, 41 FEET
 EH0874'SOUTH OF THE CENTER OF A GRAVELED ROAD AND 5 FEET EAST OF
 EH0874'AN OLD SIDEWALK.
 EH0874'
 EH0874'AZIMUTH MARK A STANDARD DISK STAMPED RONDO 1953 RESET 1965,
 EH0874'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.
 EH0874'IT IS 2 FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET WEST
 EH0874'OF A POWER POLE, 31 FEET NORTH OF THE CENTERLINE OF STATE
 EH0874'HIGHWAY 121 AND 33 FEET NORTHEAST OF THE JUNCTION OF A GRAVELED
 EH0874'ROAD AND HIGHWAY 121.
 EH0874'
 EH0874'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD 150 FEET NORTHEAST
 EH0874'OF THE STATION, GO SOUTH-SOUTHEAST ON A GRAVELED ROAD FOR
 EH0874'0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY 121 AND THE
 EH0874'AZIMUTH ON THE LEFT IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 EH0874'
 EH0874'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH0874
 EH0874                          STATION RECOVERY (2003)
 EH0874
 EH0874'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0876 ***********************************************************************
 EH0876  DESIGNATION -  RONDO AZ MK
 EH0876  PID         -  EH0876
 EH0876  STATE/COUNTY-  AR/LEE
 EH0876  USGS QUAD   -  RONDO (1971)
 EH0876
 EH0876                         *CURRENT SURVEY CONTROL
 EH0876  ___________________________________________________________________
 EH0876* NAD 83(1986)-  34 39 26.     (N)    090 49 10.     (W)     SCALED    
 EH0876* NAVD 88     -        65.031  (meters)     213.36   (feet)  ADJUSTED  
 EH0876  ___________________________________________________________________
 EH0876  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0876  DYNAMIC HT  -          64.970 (meters)     213.16  (feet)  COMP
 EH0876  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 EH0876
 EH0876  VERT ORDER  -  FIRST     CLASS II
 EH0876
 EH0876.The horizontal coordinates were scaled from a topographic map and have
 EH0876.an estimated accuracy of +/- 6 seconds.
 EH0876
 EH0876.The orthometric height was determined by differential leveling
 EH0876.and adjusted by the National Geodetic Survey in June 1991..
 EH0876
 EH0876.The geoid height was determined by GEOID03.
 EH0876
 EH0876.The dynamic height is computed by dividing the NAVD 88
 EH0876.geopotential number by the normal gravity value computed on the
 EH0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0876.degrees latitude (g = 980.6199 gals.).
 EH0876
 EH0876.The modeled gravity was interpolated from observed gravity values.
 EH0876
 EH0876;                    North         East    Units  Estimated Accuracy
 EH0876;SPC AR S     -   621,410.      508,210.      MT  (+/- 180 meters Scaled)
 EH0876
 EH0876                          SUPERSEDED SURVEY CONTROL
 EH0876
 EH0876  NGVD 29 (??/??/??)   65.043  (m)          213.40   (f) ADJUSTED    1 2
 EH0876
 EH0876.Superseded values are not recommended for survey control.
 EH0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0876.See file dsdata.txt to determine how the superseded data were derived.
 EH0876
 EH0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU998371(NAD 83)
 EH0876_MARKER: DZ = AZIMUTH MARK DISK
 EH0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0876_STAMPING: RONDO 1953
 EH0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0876+STABILITY: SURFACE MOTION
 EH0876
 EH0876  HISTORY     - Date     Condition        Report By
 EH0876  HISTORY     - 1953     MONUMENTED       CGS
 EH0876  HISTORY     - 1956     GOOD             CGS
 EH0876
 EH0876                          STATION DESCRIPTION
 EH0876
 EH0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0876'IN RONDO.
 EH0876'AT RONDO, ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 121 FROM THE COTTON
 EH0876'GIN, ABOUT 0.2 MILE WEST ALONG HIGHWAY FROM THE SCHOOL, AT
 EH0876'RONDO, AT THE JUNCTION OF A STREET LEADING NORTHWEST TO THE POST
 EH0876'OFFICE, STORES AND SCHOOL AT RONDO, 29 FEET NORTH OF CENTER LINE OF
 EH0876'HIGHWAY, 30 1/2 FEET NORTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND
 EH0876'STREET, 88 FEET EAST AND ACROSS STREET FROM TELEPHONE POLE NO. 55, 4
 EH0876'1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF A
 EH0876'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET
 EH0876'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0873 ***********************************************************************
 EH0873  DESIGNATION -  RONDO RM 1
 EH0873  PID         -  EH0873
 EH0873  STATE/COUNTY-  AR/LEE
 EH0873  USGS QUAD   -  RONDO (1971)
 EH0873
 EH0873                         *CURRENT SURVEY CONTROL
 EH0873  ___________________________________________________________________
 EH0873* NAD 83(1986)-  34 39 32.     (N)    090 49 22.     (W)     SCALED    
 EH0873* NAVD 88     -        65.460  (meters)     214.76   (feet)  ADJUSTED  
 EH0873  ___________________________________________________________________
 EH0873  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0873  DYNAMIC HT  -          65.398 (meters)     214.56  (feet)  COMP
 EH0873  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 EH0873
 EH0873  VERT ORDER  -  FIRST     CLASS II
 EH0873
 EH0873.The horizontal coordinates were scaled from a topographic map and have
 EH0873.an estimated accuracy of +/- 6 seconds.
 EH0873
 EH0873.The orthometric height was determined by differential leveling
 EH0873.and adjusted by the National Geodetic Survey in June 1991..
 EH0873
 EH0873.The geoid height was determined by GEOID03.
 EH0873
 EH0873.The dynamic height is computed by dividing the NAVD 88
 EH0873.geopotential number by the normal gravity value computed on the
 EH0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0873.degrees latitude (g = 980.6199 gals.).
 EH0873
 EH0873.The modeled gravity was interpolated from observed gravity values.
 EH0873
 EH0873;                    North         East    Units  Estimated Accuracy
 EH0873;SPC AR S     -   621,590.      507,910.      MT  (+/- 180 meters Scaled)
 EH0873
 EH0873                          SUPERSEDED SURVEY CONTROL
 EH0873
 EH0873  NGVD 29 (??/??/??)   65.472  (m)          214.80   (f) ADJUSTED    1 2
 EH0873
 EH0873.Superseded values are not recommended for survey control.
 EH0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0873.See file dsdata.txt to determine how the superseded data were derived.
 EH0873
 EH0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU995373(NAD 83)
 EH0873_MARKER: DR = REFERENCE MARK DISK
 EH0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0873_STAMPING: RONDO RM 1 1953
 EH0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0873+STABILITY: SURFACE MOTION
 EH0873
 EH0873  HISTORY     - Date     Condition        Report By
 EH0873  HISTORY     - 1953     MONUMENTED       CGS
 EH0873  HISTORY     - 1956     GOOD             CGS
 EH0873
 EH0873                          STATION DESCRIPTION
 EH0873
 EH0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0873'IN RONDO.
 EH0873'AT RONDO, ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 121 FROM THE COTTON
 EH0873'GIN, THENCE ABOUT 0.2 MILE NORTHWEST ALONG A STREET, THENCE ABOUT 70
 EH0873'YARDS SOUTHWEST ALONG A STREET, 27 1/2 FEET SOUTHEAST OF CENTER LINE
 EH0873'OF NORTHEAST-SOUTHWEST STREET, 257 FEET SOUTHWEST OF WEST CORNER OF X.
 EH0873'J. BOALS GROCERY STORE, 107 FEET SOUTHWEST OF CENTER LINE OF ABANDONED
 EH0873'GRADE OF THE MISSOURI AND ARKANSAS RAILROAD, 1 FOOT NORTHEAST OF A
 EH0873'POWER POLE, 114.7 FEET SOUTH OF STATION MARK, 148 FEET SOUTHWEST OF
 EH0873'BENCH MARK C 15, 14 FEET NORTHWEST OF NORTH CORNER OF AN OLD WOODEN
 EH0873'BUILDING, ABOUT LEVEL WITH STREET AND SET IN THE TOP OF A CONCRETE
 EH0873'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1750 ***********************************************************************
 EJ1750  DESIGNATION -  ROOTS
 EJ1750  PID         -  EJ1750
 EJ1750  STATE/COUNTY-  AR/PULASKI
 EJ1750  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1750
 EJ1750                         *CURRENT SURVEY CONTROL
 EJ1750  ___________________________________________________________________
 EJ1750* NAD 83(1997)-  34 46 57.81684(N)    092 18 18.55455(W)     ADJUSTED  
 EJ1750* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 EJ1750  ___________________________________________________________________
 EJ1750  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 EJ1750  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EJ1750
 EJ1750  HORZ ORDER  -  SECOND
 EJ1750
 EJ1750.The horizontal coordinates were established by classical geodetic methods
 EJ1750.and adjusted by the National Geodetic Survey in September 1999..
 EJ1750
 EJ1750.The orthometric height was scaled from a topographic map.
 EJ1750
 EJ1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1750
 EJ1750.The geoid height was determined by GEOID03.
 EJ1750
 EJ1750;                    North         East     Units Scale Factor Converg.
 EJ1750;SPC AR S     -   634,747.184   372,069.552   MT  1.00000362   -0 10 14.9
 EJ1750;SPC AR S     - 2,082,499.72  1,220,698.19   sFT  1.00000362   -0 10 14.9
 EJ1750;UTM  15      - 3,849,168.650   563,573.537   MT  0.99964981   +0 23 47.0
 EJ1750
 EJ1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1750!SPC AR S     -   0.99998035  x   1.00000362  =   0.99998397
 EJ1750!UTM  15      -   0.99998035  x   0.99964981  =   0.99963016
 EJ1750
 EJ1750|---------------------------------------------------------------------|
 EJ1750| PID    Reference Object                     Distance      Geod. Az  |
 EJ1750|                                                           dddmmss.s |
 EJ1750| CY6388 ROOTS RM 1                           29.692 METERS 00300     |
 EJ1750| EJ1738 FORT ROBINSON WATER TANK            APPROX. 5.3 KM 0213531.2 |
 EJ1750| EJ1736 LEVY ST JOSEPHS ORPHANGE CROSS      APPROX. 4.9 KM 0391303.1 |
 EJ1750| EJ1739 ROOTS 2                             275.341 METERS 06948     |
 EJ1750| CY6389 ROOTS RM 2                           27.607 METERS 07623     |
 EJ1750| EJ1754 N LITTLE ROCK MUNICIPAL TANK        APPROX. 3.8 KM 0823237.5 |
 EJ1750| EJ1682 N LITTLE ROCK RAD KARK NE TWR       APPROX. 5.6 KM 1014304.3 |
 EJ1750| EJ1752 N LITTLE ROCK VETERANS ADM STK      APPROX. 1.1 KM 1255253.1 |
 EJ1750| EJ1751 FORT LOGAN H ROOTS WATER TANK       APPROX. 1.2 KM 1304416.2 |
 EJ1750| CY6387 ROOTS AZ MK                                        1414957.5 |
 EJ1750| EJ1745 ROOTS 2 AZ MK                       APPROX. 1.1 KM 1414958.4 |
 EJ1750| EJ1746 LITTLE ROCK ARK POWER CO STACK      APPROX. 4.4 KM 1441222.6 |
 EJ1750| EJ1713 LITTLE ROCK CAPITOL DOME            APPROX. 4.3 KM 1595139.0 |
 EJ1750| EJ1735 LITTLE ROCK ARK DEAF SCHOOL TK      APPROX. 4.0 KM 2041529.0 |
 EJ1750| EJ1755 LITTLE ROCK MUNICIPAL SPIPE         APPROX. 3.2 KM 2541315.5 |
 EJ1750|---------------------------------------------------------------------|
 EJ1750
 EJ1750                          SUPERSEDED SURVEY CONTROL
 EJ1750
 EJ1750  NAD 83(1986)-  34 46 57.82888(N)    092 18 18.54286(W) AD(       ) 2
 EJ1750  NAD 27      -  34 46 57.49900(N)    092 18 17.99600(W) AD(       ) 2
 EJ1750
 EJ1750.Superseded values are not recommended for survey control.
 EJ1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1750.See file dsdata.txt to determine how the superseded data were derived.
 EJ1750
 EJ1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6357449169(NAD 83)
 EJ1750_MARKER: DS = TRIANGULATION STATION DISK
 EJ1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1750
 EJ1750  HISTORY     - Date     Condition        Report By
 EJ1750  HISTORY     - 1940     MONUMENTED       CGS
 EJ1750  HISTORY     - 1949     SEE DESCRIPTION  CGS
 EJ1750
 EJ1750                          STATION DESCRIPTION
 EJ1750
 EJ1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1750'THIS STATION IS ABOUT 3-1/2 MILES AIRLINE NNW OF LITTLE ROCK NEAR
 EJ1750'THE EXTREME NW END OF BIG ROCK MOUNTAIN, ON GROVERMENT PROPERTY
 EJ1750'KNOWN AS FORT ROOTS.
 EJ1750'
 EJ1750'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 EJ1750'SET IN CONCRETE AS DESCRIBED.
 EJ1750'
 EJ1750'STATION IS 58 FEET E OF EDGE OF BLUFF OVERLOOKING THE ARKANSAS
 EJ1750'RIVER, 19 FEET W OF TREE WITH TRIANGLE BLAZE, 3.7 FEET W OF WHITE
 EJ1750'WITNESS POST, STAMPED ROOTS 1940.
 EJ1750'
 EJ1750'REFERENCE MARK NO.1 IS 43 FEET S OF ROAD LEADING TO DUMP YARD,
 EJ1750'3 FEET LOWER THAN STATION MARK AND STAMPED ROOTS NO.1, 1940.
 EJ1750'
 EJ1750'REFERENCE MARK NO.2 IS 107 FEET S OF ROAD LEADING TO DUMP YARD,
 EJ1750'2 FEET LOWER THAN STATION MARK AND STAMPED ROOTS NO.2, 1940.
 EJ1750'
 EJ1750'STATION CAN BE REACHED FROM THE ARMY ENGINEERS BUILDING IN LITTLE
 EJ1750'ROCK BY GOING N ON BROADWAY STREET (U.S. HIGHWAY 65) 0.7 MILE,
 EJ1750'JUST AFTER CROSSING BROADWAY STREET BRIDGE TURN LEFT (U.S. HIGHWAY
 EJ1750'65 TURNS RIGHT) AND FOLLOW MAIN-TRAVELED ROAD 1.1 MILES TO
 EJ1750'RAILROAD CROSSING, CONTINUE 0.1 MILE TO FIRST PAVED STREET
 EJ1750'LEADING LEFT, TURN LEFT AND FOLLOW THE ROAD TOWARDS FORT ROOTS
 EJ1750'1.6 MILES TO SUMMIT OF HILL AND ENTRANCE GATE TO FORT,
 EJ1750'PASS THROUGH GATE AND CONTINUE STRAIGHT AHEAD ABOUT
 EJ1750'0.2 MILE TO PAVED STREET LEADING RIGHT WHICH IS JUST LEFT
 EJ1750'OF ROOFED SIDEWALK AND JUST BEFORE COMING TO CIRCULAR DRIVEWAY
 EJ1750'TURN RIGHT AND GO ABOUT 0.1 MILE TO T-ROADS, TURN RIGHT AND
 EJ1750'FOLLOW THE MAIN-TRAVELED ROAD TOWARDS THE DUMP YARD TO ITS END
 EJ1750'AND STATION ON RIGHT 0.4 MILE.
 EJ1750'
 EJ1750'THE AZIMUTH CAN BE REACHED FROM THE T-ROAD MENTIONED IN THE
 EJ1750'STATION DESCRIPTION BY CONTINUING ALONG THE STREET LEFT OF
 EJ1750'ROOFED SIDEWALK ABOUT 0.2 MILE TO REAR OF BUILDING NUMBER 58
 EJ1750'ABOUT 250 FEET S OF THE TENNIS COURTS.  THE MARK IS A STANDARD
 EJ1750'DISK CEMENTED IN THE CONCRETE SIDEWALK S OF THE STREET 25.4 FEET
 EJ1750'NE OF NW CORNER OF BUILDING NO.58, 11.2 FEET S OF S CURB,
 EJ1750'STAMPED ROOTS 1940.
 EJ1750
 EJ1750                          STATION RECOVERY (1949)
 EJ1750
 EJ1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 EJ1750'STATION WAS RECOVERED AS DESCRIBED BY A.N.S. IN 1940.  ALL
 EJ1750'MARKS WERE FOUND IN GOOD CONDITION EXCEPT R.M. 1 WHICH HAD
 EJ1750'BEEN DESTROYED.  THE DISTANCE TO R.M. 2 WAS CHECKED AND FOUND
 EJ1750'TO BE CORRECT.
 EJ1750'
 EJ1750'THE STATION HAD TO BE REMOVED BECAUSE OF QUARRYING OPERATIONS IN THE
 EJ1750'IMMEDIATE VICINITY.  A NEW STATION, ROOTS 2 1949, WAS ESTABLISHED
 EJ1750'AND TRAVERSED TO FROM THE OLD STATION.  THE AZIMUTH MARK WAS
 EJ1750'RESET, RETAINING THE AZIMUTH FROM THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1739 ***********************************************************************
 EJ1739  DESIGNATION -  ROOTS 2
 EJ1739  PID         -  EJ1739
 EJ1739  STATE/COUNTY-  AR/PULASKI
 EJ1739  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1739
 EJ1739                         *CURRENT SURVEY CONTROL
 EJ1739  ___________________________________________________________________
 EJ1739* NAD 83(1997)-  34 47 00.90259(N)    092 18 08.39115(W)     ADJUSTED  
 EJ1739* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 EJ1739  ___________________________________________________________________
 EJ1739  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 EJ1739  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EJ1739
 EJ1739  HORZ ORDER  -  SECOND
 EJ1739
 EJ1739.The horizontal coordinates were established by classical geodetic methods
 EJ1739.and adjusted by the National Geodetic Survey in September 1999..
 EJ1739
 EJ1739.The orthometric height was scaled from a topographic map.
 EJ1739
 EJ1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1739
 EJ1739.The geoid height was determined by GEOID03.
 EJ1739
 EJ1739;                    North         East     Units Scale Factor Converg.
 EJ1739;SPC AR S     -   634,841.506   372,328.234   MT  1.00000382   -0 10 09.2
 EJ1739;SPC AR S     - 2,082,809.17  1,221,546.88   sFT  1.00000382   -0 10 09.2
 EJ1739;UTM  15      - 3,849,265.495   563,831.181   MT  0.99965022   +0 23 52.9
 EJ1739
 EJ1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1739!SPC AR S     -   0.99997752  x   1.00000382  =   0.99998134
 EJ1739!UTM  15      -   0.99997752  x   0.99965022  =   0.99962775
 EJ1739
 EJ1739|---------------------------------------------------------------------|
 EJ1739| PID    Reference Object                     Distance      Geod. Az  |
 EJ1739|                                                           dddmmss.s |
 EJ1739| CY6390 ROOTS 2 RM 3                         20.656 METERS 04122     |
 EJ1739| EJ1737 N LITTLE ROCK W SCEN RD SPIPE       APPROX. 1.0 KM 0821832.7 |
 EJ1739| EJ1754 N LITTLE ROCK MUNICIPAL TANK        APPROX. 3.5 KM 0833233.3 |
 EJ1739| EJ1744 N LITTLE ROCK PARK HILL BAP CH      APPROX. 4.0 KM 0865740.2 |
 EJ1739| EJ1682 N LITTLE ROCK RAD KARK NE TWR       APPROX. 5.3 KM 1031712.7 |
 EJ1739| EJ1683 N LITTLE ROCK RAD KARK SW TWR       APPROX. 5.3 KM 1035936.3 |
 EJ1739| EJ1681 N LITTLE ROCK POWER LT TK           APPROX.10.0 KM 1093944.3 |
 EJ1739| EJ1697 LITTLE ROCK ADAM FLD ASR 4 RAD      APPROX. 9.5 KM 1312114.8 |
 EJ1739| EJ1692 LITTLE ROCK ADAMS FIELD AIRPORT BEA APPROX. 7.9 KM 1345057.0 |
 EJ1739| EJ1752 N LITTLE ROCK VETERANS ADM STK      APPROX. 1.0 KM 1385705.1 |
 EJ1739| EJ1751 FORT LOGAN H ROOTS WATER TANK       APPROX. 1.1 KM 1431224.0 |
 EJ1739| EJ1706 LITTLE ROCK RAD STA KMMK FM         APPROX. 5.0 KM 1473156.0 |
 EJ1739| EJ1746 LITTLE ROCK ARK POWER CO STACK      APPROX. 4.4 KM 1474151.4 |
 EJ1739| EJ1699 LITTLE ROCK GRANITE MTN SPIPE       APPROX.10.3 KM 1553054.3 |
 EJ1739| EJ1745 ROOTS 2 AZ MK                       APPROX. 1.1 KM 1560121.6 |
 EJ1739| EJ1741 N LITTLE ROCK RAD STA KVLC          APPROX. 2.1 KM 1583549.7 |
 EJ1739| EJ1709 LITTLE ROCK GAINES ST SPIPE         APPROX. 5.8 KM 1601638.8 |
 EJ1739| EJ1713 LITTLE ROCK CAPITOL DOME            APPROX. 4.3 KM 1633309.5 |
 EJ1739| EJ1749 LITTLE ROCK SQUAT TANK              APPROX. 3.0 KM 1901809.1 |
 EJ1739| EJ1703 LITTLE ROCK RAD STA KKC 227 TR      APPROX. 6.7 KM 1904933.4 |
 EJ1739| EJ1734 LITTLE ROCK PULASKI HTS BAP CH      APPROX. 3.3 KM 2044943.9 |
 EJ1739| EJ1733 LITTLE ROCK PULASKI HTS PRESB       APPROX. 3.6 KM 2104105.6 |
 EJ1739| EJ1747 LITTLE ROCK RAD STA KKD 274 TR      APPROX. 3.8 KM 2461214.3 |
 EJ1739| EJ1750 ROOTS                               275.341 METERS 24948     |
 EJ1739| EJ1755 LITTLE ROCK MUNICIPAL SPIPE         APPROX. 3.5 KM 2535211.4 |
 EJ1739| EJ1743 LITTLE ROCK RAD STA KKD 291 TR      APPROX. 5.2 KM 2561725.0 |
 EJ1739| EJ1732 VETERANS ADM BDRY MARKER             51.621 METERS 29556     |
 EJ1739| CY6391 ROOTS 2 RM 4                         26.377 METERS 31630     |
 EJ1739|---------------------------------------------------------------------|
 EJ1739
 EJ1739                          SUPERSEDED SURVEY CONTROL
 EJ1739
 EJ1739  NAD 83(1986)-  34 47 00.91458(N)    092 18 08.37967(W) AD(       ) 2
 EJ1739  NAD 27      -  34 47 00.58518(N)    092 18 07.83268(W) AD(       ) 2
 EJ1739
 EJ1739.Superseded values are not recommended for survey control.
 EJ1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1739.See file dsdata.txt to determine how the superseded data were derived.
 EJ1739
 EJ1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6383149265(NAD 83)
 EJ1739_MARKER: DD = SURVEY DISK
 EJ1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1739
 EJ1739  HISTORY     - Date     Condition        Report By
 EJ1739  HISTORY     - 1949     MONUMENTED       CGS
 EJ1739  HISTORY     - 1964     GOOD             CGS
 EJ1739
 EJ1739                          STATION DESCRIPTION
 EJ1739
 EJ1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 EJ1739'STATION IS LOCATED ABOUT 3-1/2 MILES NNW OF LITTLE ROCK, ABOUT
 EJ1739'1/2 MILE N OF THE VETERANS HOSPITAL, NEAR THE NW END OF BIG
 EJ1739'ROCK MOUNTAIN, IN THE NW END OF THE HOSPITAL GARDEN.  IT
 EJ1739'IS 65 FEET SW OF A FENCE LINE, 55 FEET WSW OF A TRIANGULAR-BLAZED
 EJ1739'12-INCH OAK TREE, AND 23 FEET E OF A TRIANGULAR-BLAZED 10-
 EJ1739'INCH OAK TREE.
 EJ1739'
 EJ1739'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.  SURFACE
 EJ1739'MARK IS STAMPED ROOTS 2 1949 AND IS SET 10 INCHES BELOW THE
 EJ1739'SURFACE OF THE GROUND.
 EJ1739'
 EJ1739'A TRAVERSE CONNECTION WAS MADE TO THIS STATION FROM ROOTS 1940
 EJ1739'BEFORE IT WAS DESTROYED.
 EJ1739'
 EJ1739'R.M. 3 IS 15 FEET NE OF THE 12-INCH TRIANGULAR-BLAZED TREE AND
 EJ1739'1 FOOT SW OF THE FENCE LINE.  IT IS A BRONZE REFERENCE DISK
 EJ1739'SET IN CONCRETE.  DISK IS STAMPED ROOTS 2 RM 3 1949 AND IS
 EJ1739'SET 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EJ1739'
 EJ1739'R.M. 4 IS 20 FEET SW OF THE FENCE LINE AND 10 FEET E OF A
 EJ1739'16-INCH OAK TREE.  IT IS A BRONZE REFERENCE DISK, STAMPED ROOTS 2
 EJ1739'RM 4 1949, SET IN CONCRETE, AND PROJECTS 4 INCHES.
 EJ1739'
 EJ1739'A THIRD-ORDER TRAVERSE CONNECTION WAS MADE TO A VETERANS
 EJ1739'ADMINISTRATION BOUNDARY MARKER WHICH IS LOCATED NW OF THE STATION.
 EJ1739'IT IS 39 FEET SW OF THE FENCE LINE AND 10 FEET W OF 16-INCH
 EJ1739'BLAZED OAK TREE.  IT IS A 4-INCH TILE, FILLED WITH AND SURROUNDED
 EJ1739'BY A MASS OF CONCRETE.  THE HEAD OF A LARGE NAIL MARKS THE CENTER
 EJ1739'OF THE TILE.
 EJ1739'
 EJ1739'AZIMUTH MARK IS ABOUT 0.8 MILE S OF THE STATION.  IT IS SET
 EJ1739'IN THE NW PARAPET OF BUILDING NO. 58 AT THE VETERANS HOSPITAL, 22
 EJ1739'FEET NE OF THE NW CORNER OF THE BUILDING.  DISK IS STAMPED ROOTS
 EJ1739'2 1949.
 EJ1739'
 EJ1739'TO REACH THE STATION FROM THE MAIN GATE TO THE VETERANS HOSPITAL IN
 EJ1739'NORTH LITTLE ROCK, CONTINUE STRAIGHT AHEAD (SW) FOR 0.1 MILE
 EJ1739'TO THE FIRST SIDE STREET TO THE RIGHT.  TURN RIGHT AND FOLLOW
 EJ1739'A WINDING STREET N FOR 0.55 MILE TO CYPRESS STREET.  TURN LEFT
 EJ1739'ON CYPRESS STREET AND GO SW FOR 0.25 MILE TO A SIDE ROAD RIGHT.
 EJ1739'TURN RIGHT AND GO N AND W FOR 0.25 MILE TO A TRACK ROAD RIGHT,
 EJ1739'AT THE END OF A CULTIVATED FIELD.  TURN RIGHT AND GO N FOR 0.05
 EJ1739'MILE TO THE NW CORNER OF THE FIELD.  HERE TURN RIGHT AND GO
 EJ1739'E FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 EJ1739'
 EJ1739'TO REACH THE AZIMUTH MARK FROM THE MAIN GATE, GO SW FOR 0.15
 EJ1739'MILE TO A SIDE STREET RIGHT JUST AFTER PASSING A ROOFED WALK.
 EJ1739'TURN RIGHT AND FOLLOW THE ROOFED WALK FOR 0.25 MILE TO BUILDING
 EJ1739'NO. 58 ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 EJ1739'
 EJ1739'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 EJ1739
 EJ1739                          STATION RECOVERY (1964)
 EJ1739
 EJ1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1739'THE STATION, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 EJ1739'RECOVERED IN GOOD CONDITION.  THE VET. ADMIN., BOUNDARY MARKER WAS
 EJ1739'FOUND DESTROYED.  THE DISTANCES TO THE REFERENCE MARKS CHECKED.
 EJ1739'THE ANGLE BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS
 EJ1739'CHECKED.  A NEW DESCRIPTION FOLLOWS.
 EJ1739'
 EJ1739'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHWEST OF LITTLE
 EJ1739'ROCK, ABOUT 1/2 MILE NORTH OF THE VETERANS HOSPITAL, NEAR THE
 EJ1739'NORTHWEST END OF BIG ROCK MOUNTAIN, ABOUT 300 FEET EAST OF
 EJ1739'THE EAST EDGE OF A GRAVEL PIT.  IT IS 65 FEET SOUTH OF A WIRE
 EJ1739'FENCE, 54 FEET SOUTHEAST OF A 20 INCH OAK TREE, AND 4 FEET EAST
 EJ1739'OF A WITNESS POST.  THE MONUMENT IS 18 INCHES UNDERGROUND AND THE
 EJ1739'DISK IS STAMPED ROOTS 2 1949.
 EJ1739'
 EJ1739'TO REACH THE STATION FROM THE MAIN GATE TO THE VETERANS HOSPITAL
 EJ1739'IN NORTH LITTLE ROCK, GO SOUTHWEST ON PAVED STREET FOR 0.1 MILE
 EJ1739'TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW A WINDING STREET
 EJ1739'NORTH FOR 0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 EJ1739'SOUTHWEST ON CYPRESS STREET FOR 0.25 MILE TO A SIDE ROAD RIGHT.
 EJ1739'TURN RIGHT AND GO NORTHWEST ON A GRAVELED ROAD FOR 0.05 MILE
 EJ1739'TO A WIRE GATE.  PASS THROUGH THE GATE AND GO NORTH ON A SAND
 EJ1739'ROAD FOR 0.1 MILE TO A SMALL DUMPING AREA AND THE STATION.
 EJ1739'
 EJ1739'TO REACH THE AZIMUTH MARK FROM THE MAIN GATE, GO SOUTHWEST FOR
 EJ1739'0.15 MILE TO A SIDE STREET RIGHT JUST AFTER PASSING A ROOFED
 EJ1739'WALK.  TURN RIGHT AND FOLLOW THE ROOFED WALK FOR 0.25 MILE
 EJ1739'TO BUILDING NO. 58 ON THE LEFT AND THE AZIMUTH MARK.
 EJ1739'
 EJ1739'REFERENCE MARK 3 IS 14 FEET NORTH OF THE 20 INCH OAK TREE, 1 FOOT
 EJ1739'SOUTH OF THE WIRE FENCE, AND 1 FOOT NORTHEAST OF AN IRON CORNER
 EJ1739'MARKER PAINTED YELLOW.  THE MONUMENT IS 18 INCHES UNDERGROUND AND
 EJ1739'THE DISK IS STAMPED ROOTS 2 NO 3 1949.
 EJ1739'
 EJ1739'REFERENCE MARK 4 IS 20 FEET SOUTH OF THE WIRE FENCE, AND 1 FOOT
 EJ1739'NORTHWEST OF AN IRON CORNER MARKER PAINTED YELLOW.  THE
 EJ1739'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED ROOTS 2 NO
 EJ1739'4 1949.
 EJ1739'
 EJ1739'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROOTS 2 1949,
 EJ1739'CEMENTED IN A DRILLED HOLE IN THE NORTHWEST PARAPET OF BUILDING
 EJ1739'NO. 58.  IT IS 22 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 EJ1739'BUILDING.
 EJ1739'
 EJ1739'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1745 ***********************************************************************
 EJ1745  DESIGNATION -  ROOTS 2 AZ MK
 EJ1745  PID         -  EJ1745
 EJ1745  STATE/COUNTY-  AR/PULASKI
 EJ1745  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1745
 EJ1745                         *CURRENT SURVEY CONTROL
 EJ1745  ___________________________________________________________________
 EJ1745* NAD 83(1997)-  34 46 29.21780(N)    092 17 51.31295(W)     ADJUSTED  
 EJ1745* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 EJ1745  ___________________________________________________________________
 EJ1745  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 EJ1745  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EJ1745
 EJ1745  HORZ ORDER  -  THIRD
 EJ1745
 EJ1745.The horizontal coordinates were established by classical geodetic methods
 EJ1745.and adjusted by the National Geodetic Survey in September 1999..
 EJ1745
 EJ1745.The orthometric height was scaled from a topographic map.
 EJ1745
 EJ1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1745
 EJ1745.The geoid height was determined by GEOID03.
 EJ1745
 EJ1745;                    North         East     Units Scale Factor Converg.
 EJ1745;SPC AR S     -   633,863.846   372,759.599   MT  1.00000182   -0 09 59.6
 EJ1745;SPC AR S     - 2,079,601.63  1,222,962.12   sFT  1.00000182   -0 09 59.6
 EJ1745;UTM  15      - 3,848,292.496   564,272.048   MT  0.99965091   +0 24 02.3
 EJ1745
 EJ1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1745!SPC AR S     -   0.99997877  x   1.00000182  =   0.99998059
 EJ1745!UTM  15      -   0.99997877  x   0.99965091  =   0.99962969
 EJ1745
 EJ1745:                Primary Azimuth Mark                     Grid Az
 EJ1745:SPC AR S     -  ROOTS                                    322 00 13.5
 EJ1745:UTM  15      -  ROOTS                                    321 26 11.6
 EJ1745
 EJ1745|---------------------------------------------------------------------|
 EJ1745| PID    Reference Object                     Distance      Geod. Az  |
 EJ1745|                                                           dddmmss.s |
 EJ1745| EJ1750 ROOTS                               APPROX. 1.1 KM 3215013.9 |
 EJ1745| EJ1739 ROOTS 2                             APPROX. 1.1 KM 3360131.3 |
 EJ1745|---------------------------------------------------------------------|
 EJ1745
 EJ1745                          SUPERSEDED SURVEY CONTROL
 EJ1745
 EJ1745  NAD 83(1986)-  34 46 29.23047(N)    092 17 51.30180(W) AD(       ) 3
 EJ1745  NAD 27      -  34 46 28.89900(N)    092 17 50.75500(W) AD(       ) 3
 EJ1745
 EJ1745.Superseded values are not recommended for survey control.
 EJ1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1745.See file dsdata.txt to determine how the superseded data were derived.
 EJ1745
 EJ1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6427248292(NAD 83)
 EJ1745_MARKER: DD = SURVEY DISK
 EJ1745_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1745+STABILITY: SURFACE MOTION
 EJ1745
 EJ1745  HISTORY     - Date     Condition        Report By
 EJ1745  HISTORY     - 1949     MONUMENTED       CGS
 EJ1745
 EJ1745                          STATION DESCRIPTION
 EJ1745
 EJ1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EJ1745'SEE STATION ROOTS 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1684 ***********************************************************************
 EJ1684  DESIGNATION -  ROSE CTY COTTON SEED OIL CO TK
 EJ1684  PID         -  EJ1684
 EJ1684  STATE/COUNTY-  AR/PULASKI
 EJ1684  USGS QUAD   -  MC ALMONT (1986)
 EJ1684
 EJ1684                         *CURRENT SURVEY CONTROL
 EJ1684  ___________________________________________________________________
 EJ1684* NAD 83(1997)-  34 45 20.21053(N)    092 13 16.03090(W)     ADJUSTED  
 EJ1684* NAVD 88     -                                                        
 EJ1684  ___________________________________________________________________
 EJ1684  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EJ1684  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ1684
 EJ1684  HORZ ORDER  -  THIRD
 EJ1684
 EJ1684.The horizontal coordinates were established by classical geodetic methods
 EJ1684.and adjusted by the National Geodetic Survey in September 1999..
 EJ1684
 EJ1684
 EJ1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1684
 EJ1684.The geoid height was determined by GEOID03.
 EJ1684
 EJ1684;                    North         East     Units Scale Factor Converg.
 EJ1684;SPC AR S     -   631,719.616   379,754.622   MT  0.99999755   -0 07 25.5
 EJ1684;SPC AR S     - 2,072,566.77  1,245,911.62   sFT  0.99999755   -0 07 25.5
 EJ1684;UTM  15      - 3,846,218.365   571,285.559   MT  0.99966263   +0 26 38.5
 EJ1684
 EJ1684                          SUPERSEDED SURVEY CONTROL
 EJ1684
 EJ1684  NAD 83(1986)-  34 45 20.21973(N)    092 13 16.01643(W) AD(       ) 4
 EJ1684  NAD 27      -  34 45 19.89000(N)    092 13 15.48000(W) AD(       ) 3
 EJ1684
 EJ1684.Superseded values are not recommended for survey control.
 EJ1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1684.See file dsdata.txt to determine how the superseded data were derived.
 EJ1684
 EJ1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7128646218(NAD 83)
 EJ1684_MARKER: 51 = TANK
 EJ1684
 EJ1684  HISTORY     - Date     Condition        Report By
 EJ1684  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1684  HISTORY     - 1956     GOOD             CGS
 EJ1684  HISTORY     - 1962     GOOD             CGS
 EJ1684
 EJ1684                          STATION DESCRIPTION
 EJ1684
 EJ1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1684'STATION IS THE FINIAL OF THE WATER TANK AT THE COTTONSEED OIL
 EJ1684'CO., PLANT AT ROSE CITY.  THIS IS A RED-COLORED STEEL STRUCTURE
 EJ1684'ABOUT 100 FEET TO THE PLATFORM AND 30 FEET FROM THE PLATFORM
 EJ1684'TO THE FINIAL.
 EJ1684
 EJ1684                          STATION RECOVERY (1956)
 EJ1684
 EJ1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 EJ1684'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 EJ1684
 EJ1684                          STATION RECOVERY (1962)
 EJ1684
 EJ1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 EJ1684'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1687 ***********************************************************************
 FG1687  DESIGNATION -  ROSEBUD
 FG1687  PID         -  FG1687
 FG1687  STATE/COUNTY-  AR/WHITE
 FG1687  USGS QUAD   -  ROSE BUD (1994)
 FG1687
 FG1687                         *CURRENT SURVEY CONTROL
 FG1687  ___________________________________________________________________
 FG1687* NAD 83(1997)-  35 19 34.55025(N)    092 04 12.16110(W)     ADJUSTED  
 FG1687* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 FG1687  ___________________________________________________________________
 FG1687  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 FG1687  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FG1687
 FG1687  HORZ ORDER  -  FIRST
 FG1687
 FG1687.The horizontal coordinates were established by classical geodetic methods
 FG1687.and adjusted by the National Geodetic Survey in September 1999..
 FG1687
 FG1687.The orthometric height was scaled from a topographic map.
 FG1687
 FG1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1687
 FG1687.The geoid height was determined by GEOID03.
 FG1687
 FG1687;                    North         East     Units Scale Factor Converg.
 FG1687;SPC AR N     -   110,159.257   393,631.572   MT  0.99994601   -0 02 26.7
 FG1687;SPC AR N     -   361,414.16  1,291,439.58   sFT  0.99994601   -0 02 26.7
 FG1687;UTM  15      - 3,909,622.124   584,522.984   MT  0.99968804   +0 32 15.9
 FG1687
 FG1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1687!SPC AR N     -   0.99996304  x   0.99994601  =   0.99990905
 FG1687!UTM  15      -   0.99996304  x   0.99968804  =   0.99965109
 FG1687
 FG1687:                Primary Azimuth Mark                     Grid Az
 FG1687:SPC AR N     -  HEBER SPRINGS NEW ST FOR LOT             016 17 24.9
 FG1687:UTM  15      -  HEBER SPRINGS NEW ST FOR LOT             015 42 42.3
 FG1687
 FG1687|---------------------------------------------------------------------|
 FG1687| PID    Reference Object                     Distance      Geod. Az  |
 FG1687|                                                           dddmmss.s |
 FG1687| FG1682 HEBER SPRINGS NEW ST FOR LOT        APPROX.17.3 KM 0161458.2 |
 FG1687| CI2215 ROSEBUD AZ MK                                      0941126.4 |
 FG1687| CI2216 ROSEBUD RM 1                         38.226 METERS 16337     |
 FG1687| CI2217 ROSEBUD RM 2                         37.926 METERS 26233     |
 FG1687|---------------------------------------------------------------------|
 FG1687
 FG1687                          SUPERSEDED SURVEY CONTROL
 FG1687
 FG1687  NAD 83(1986)-  35 19 34.56519(N)    092 04 12.15886(W) AD(       ) 1
 FG1687  NAD 27      -  35 19 34.26900(N)    092 04 11.62500(W) AD(       ) 1
 FG1687
 FG1687.Superseded values are not recommended for survey control.
 FG1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1687.See file dsdata.txt to determine how the superseded data were derived.
 FG1687
 FG1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8452309622(NAD 83)
 FG1687_MARKER: DS = TRIANGULATION STATION DISK
 FG1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1687
 FG1687  HISTORY     - Date     Condition        Report By
 FG1687  HISTORY     - 1940     MONUMENTED       CGS
 FG1687  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FG1687  HISTORY     - 1963     SEE DESCRIPTION  USGS
 FG1687  HISTORY     - 1967     GOOD             CGS
 FG1687
 FG1687                          STATION DESCRIPTION
 FG1687
 FG1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1687'THE STATION IS LOCATED ABOUT 0.5 MILE SE OF THE TOWN OF
 FG1687'ROSEBUD, AT THE N END OF A PROMINENT HILL WHICH IS COVERED BY
 FG1687'A SCATTERED GROWTH OF PINE.  IT IS ABOUT 200 YARDS SW OF THE
 FG1687'ROSEBUD SCHOOL HOUSE, ON PROPERTY OWNED BY B.B. KNOKES.
 FG1687'
 FG1687'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1687'DISKS SET IN CONCRETE.
 FG1687'
 FG1687'THE STATION MARK PROJECTS 6 INCHES, AND IS 7 FEET W OF A WHITE
 FG1687'REFERENCE POST, 40 FEET N OF A 12-INCH PINE TREE, AND 46 FEET E
 FG1687'OF A 10-INCH PINE TREE.  IT IS STAMPED ROSEBUD 1940.
 FG1687'
 FG1687'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND IS 36 FEET E OF A
 FG1687'12-INCH PINE TREE, 31 FEET N OF A 10-INCH PINE TREE, AND IS ABOUT
 FG1687'1 FOOT HIGHER THAN THE STATION.  IT IS STAMPED ROSEBUD NO. 1,
 FG1687'1940.
 FG1687'
 FG1687'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND IS 28 FEET W OF A
 FG1687'14-INCH PINE TREE, 21 FEET N OF A 12-INCH PINE TREE, AND IS
 FG1687'ABOUT 6 FEET LOWER THAN THE STATION.  IT IS A STAMPED ROSEBUD NO.
 FG1687'2, 1940.
 FG1687'
 FG1687'THE AZIMUTH MARK PROJECTS 6 INCHES, AND IS 2 FEET N OF A WHITE
 FG1687'REFERENCE POST, AND 18 FEET E OF THE CENTER OF THE MAIN DIRT
 FG1687'ROAD.  IT IS STAMPED ROSEBUD 1940.
 FG1687'
 FG1687'TO REACH THE AZIMUTH MARK FROM THE SCHOOL HOUSE, GO E ON THE
 FG1687'MAIN DIRT ROAD, 0.2 MILE TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD
 FG1687'ON DIRT ROAD FOR 0.4 MILE E AND SE TO THE AZIMUTH MARK ON THE
 FG1687'LEFT (E) SIDE OF THE ROAD.
 FG1687'
 FG1687'TO REACH THE STATION FROM THE TOWN OF ROSEBUD, GO E ON STATE
 FG1687'HIGHWAY 36 FOR 0.5 MILE TO A DIRT ROAD RIGHT (S).  TURN RIGHT
 FG1687'AND GO 0.4 MILE TO TOP OF HILL AND SCHOOL HOUSE, TURN RIGHT
 FG1687'(PASSING TO RIGHT OF SCHOOL) AND FOLLOW DIM ROAD 0.05 MILE
 FG1687'ALONG FENCE TO GATE ENTERING LANE, HERE TURN LEFT (E) AND GO
 FG1687'0.1 MILE TO TOP OF HILL AND THE STATION.
 FG1687'
 FG1687'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 FG1687
 FG1687                          STATION RECOVERY (1962)
 FG1687
 FG1687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1687'THE STATION SURFACE MARK WAS FOUND TO BE DESTROYED, THE MARK
 FG1687'WAS DESTROYED BY A BULLDOZER.  THE UNDERGROUND DISK WAS RECOVERED
 FG1687'AND FOUND IN GOOD CONDITION.  A NEW SURFACE DISK WAS SET DIRECTLY
 FG1687'OVER THE UNDERGROUND DISK.
 FG1687'
 FG1687'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 FG1687'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES AND
 FG1687'DIRECTIONS TO ALL MARKS WERE VERIFIED.
 FG1687'
 FG1687'A COMPLETE NEW DESCRIPTION FOLLOWS-
 FG1687'
 FG1687'THE STATION IS 6-1/2 MILES NORTH OF ROMANCE, 1/2 MILE SOUTHEAST
 FG1687'OF ROSEBUD, ON THE NORTH END OF A PROMINENT HILL WHICH IS COVERED
 FG1687'BY A SCATTERED GROWTH OF PINE TREES AND ON PROPERTY OWNED BY
 FG1687'COLONEL NOLAN TROXELL.
 FG1687'
 FG1687'TO REACH THE STATION FROM THE POST OFFICE IN ROSEBUD, GO EAST
 FG1687'ON STATE HIGHWAY 36 FOR 0.9 MILE TO A SIDE ROAD ON THE RIGHT.
 FG1687'TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.1 MILE TO A SIDE
 FG1687'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD
 FG1687'FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE WEST ON THE
 FG1687'GRAVEL ROAD FOR 0.05 MILE TO COLONEL TROXELLS HOME ON THE RIGHT.
 FG1687'BEAR LEFT AND GO SOUTHWEST ON A TRACK ROAD FOR 0.05 MILE TO AN
 FG1687'ALUMINUM GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHWEST
 FG1687'ON THE TRACK ROAD FOR 0.05 MILE TO A GATE.  PASS THROUGH THE
 FG1687'GATE AND CONTINUE SOUTHWEST ON THE TRACK ROAD FOR 0.05 MILE
 FG1687'TO THE STATION, NEAR THE CENTER OF THE TRACK ROAD.
 FG1687'
 FG1687'THE STATION SURFACE MARK, A STANDARD DISK STAMPED ROSEBUD 1940
 FG1687'1962, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 FG1687'SURFACE OF THE GROUND.  IT IS 8.5 FEET EAST OF A METAL WITNESS
 FG1687'POST AND 5 FEET WEST OF THE CENTER OF THE TRACK ROAD.  THE
 FG1687'UNDERGROUND MARK, A STANDARD DISK STAMPED ROSEBUD 1940, IS SET
 FG1687'IN AN IRREGULAR MASS OF CONCRETE 24 INCHES BELOW THE SURFACE
 FG1687'OF THE GROUND.
 FG1687'
 FG1687'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROSEBUD NO 1 1940,
 FG1687'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 FG1687'IS 49 FEET SOUTHWEST OF A FENCE AND 30 FEET WEST OF A 12-INCH
 FG1687'PINE TREE.
 FG1687'
 FG1687'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROSEBUD NO 2 1940,
 FG1687'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FG1687'IT IS 31 FEET SOUTH OF A FENCE AND 16 FEET SOUTHEAST OF A
 FG1687'10-INCH PINE TREE.
 FG1687'
 FG1687'AZIMUTH MARK, A STANDARD DISK STAMPED ROSEBUD 1940, IS SET IN A
 FG1687'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 19 FEET
 FG1687'EAST OF THE CENTER OF A GRADED ROAD AND 2.5 FEET NORTH OF A METAL
 FG1687'WITNESS POST.
 FG1687'
 FG1687'TO REACH THE AZIMUTH MARK FROM COLONEL TROXELLS HOME, GO EAST ON A
 FG1687'GRAVEL ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 FG1687'EAST ON THE GRAVEL ROAD FOR 0.2 MILE TO A ANGLING CROSSROAD.
 FG1687'BEAR RIGHT, THEN LEFT AND CONTINUE EAST AND SOUTHEAST ON A GRAVEL
 FG1687'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF
 FG1687'THE ROAD.
 FG1687'
 FG1687'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FG1687'
 FG1687'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FG1687
 FG1687                          STATION RECOVERY (1963)
 FG1687
 FG1687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1687'STATION MARK WAS RESET.  ORIGINAL MARK IS DESTROYED AND
 FG1687'LYING AT SITE.  A NEW POST HAS BEEN SET AND STAMPED ROSE BUD
 FG1687'1940-1962, THE NEW POST SEEMS TO BE IN THE SAME SPOT AS OLD
 FG1687'POST.  NO INFORMATION AVAILABLE IN FIELD.
 FG1687
 FG1687                          STATION RECOVERY (1967)
 FG1687
 FG1687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1687'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 FG1687'DESCRIBED BY J.K. RICHARDS IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0814 ***********************************************************************
 EK0814  DESIGNATION -  ROSS
 EK0814  PID         -  EK0814
 EK0814  STATE/COUNTY-  AR/SCOTT
 EK0814  USGS QUAD   -  PEANUT MOUNTAIN (1983)
 EK0814
 EK0814                         *CURRENT SURVEY CONTROL
 EK0814  ___________________________________________________________________
 EK0814* NAD 83(1997)-  34 49 21.67560(N)    094 10 41.55639(W)     ADJUSTED  
 EK0814* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 EK0814  ___________________________________________________________________
 EK0814  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 EK0814  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 EK0814
 EK0814  HORZ ORDER  -  SECOND
 EK0814
 EK0814.The horizontal coordinates were established by classical geodetic methods
 EK0814.and adjusted by the National Geodetic Survey in September 1999..
 EK0814
 EK0814.The orthometric height was scaled from a topographic map.
 EK0814
 EK0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0814
 EK0814.The geoid height was determined by GEOID03.
 EK0814
 EK0814;                    North         East     Units Scale Factor Converg.
 EK0814;SPC AR N     -    56,494.586   200,738.752   MT  1.00002359   -1 16 03.0
 EK0814;SPC AR N     -   185,349.32    658,590.39   sFT  1.00002359   -1 16 03.0
 EK0814;SPC AR S     -   641,258.701   200,739.651   MT  1.00001297   -1 13 08.8
 EK0814;SPC AR S     - 2,103,862.92    658,593.34   sFT  1.00001297   -1 13 08.8
 EK0814;UTM  15      - 3,854,012.762   392,252.306   MT  0.99974309   -0 40 22.3
 EK0814
 EK0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0814!SPC AR N     -   0.99994359  x   1.00002359  =   0.99996718
 EK0814!SPC AR S     -   0.99994359  x   1.00001297  =   0.99995656
 EK0814!UTM  15      -   0.99994359  x   0.99974309  =   0.99968669
 EK0814
 EK0814|---------------------------------------------------------------------|
 EK0814| PID    Reference Object                     Distance      Geod. Az  |
 EK0814|                                                           dddmmss.s |
 EK0814| CX6187 ROSS RM 1                            18.452 METERS 08010     |
 EK0814| EK0817 BLUE                                APPROX.19.3 KM 1414352.7 |
 EK0814| CX6188 ROSS RM 2                            18.782 METERS 21134     |
 EK0814|---------------------------------------------------------------------|
 EK0814
 EK0814                          SUPERSEDED SURVEY CONTROL
 EK0814
 EK0814  NAD 83(1997)-  34 49 21.68046(N)    094 10 41.55552(W) AD(       ) 2
 EK0814  NAD 83(1986)-  34 49 21.68141(N)    094 10 41.54994(W) AD(       ) 2
 EK0814  NAD 27      -  34 49 21.32000(N)    094 10 40.79600(W) AD(       ) 2
 EK0814
 EK0814.Superseded values are not recommended for survey control.
 EK0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0814.See file dsdata.txt to determine how the superseded data were derived.
 EK0814
 EK0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9225254013(NAD 83)
 EK0814_MARKER: DS = TRIANGULATION STATION DISK
 EK0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0814
 EK0814  HISTORY     - Date     Condition        Report By
 EK0814  HISTORY     - 1952     MONUMENTED       CGS
 EK0814  HISTORY     - 1959     GOOD             CGS
 EK0814
 EK0814                          STATION DESCRIPTION
 EK0814
 EK0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0814'STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, ABOUT
 EK0814'5 MILES SOUTH AND 4-1/2 MILES WEST OF WALDRON, AND ABOUT
 EK0814'7-1/2 MILES WEST 3-1/2 MILES NORTH OF BOLES.  IT IS 20 FEET
 EK0814'NORTHWEST OF THE NORTH ONE OF TWO BLAZED TREES, AND 11 FEET
 EK0814'EAST NORTHEAST OF A WHITE WITNESS POST, THE MARK PROJECTS
 EK0814'6 INCHES AND THE DISC IS STAMPED ROSS 1952.
 EK0814'
 EK0814'REFERENCE MARK NO. 1 IS 68 FEET NORTHEAST OF THE NORTH TRIANGLE
 EK0814'BLAZE TREE, THE MARK PROJECTS 5 INCHES AND THE DISC IS STAMPED
 EK0814'ROSS NO 1 1952.
 EK0814'
 EK0814'REFERENCE MARK NO. 2 IS 45 FEET SOUTHWEST OF THE NORTH TRIANGLE
 EK0814'BLAZE TREE, THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED
 EK0814'ROSS NO 2 1952.
 EK0814'
 EK0814'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 270 (WHICH
 EK0814'IS 5.6 MILES NORTH AND EAST OF MENA) TURN LEFT ON U.S. HIGHWAY
 EK0814'NO. 270 AND GO 6.55 MILES TO THE EAGLETON POST OFFICE ON
 EK0814'THE LEFT, CONTINUE ON HIGHWAY NO. 270 FOR 0.1 MILE TO A
 EK0814'T ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD (KEEPING
 EK0814'STRAIGHT AHEAD AT ALL INTERSECTIONS) FOR 14 MILES TO A SIDE
 EK0814'ROAD RIGHT AND SIGN, BOLES MOTOR WAY, TURN RIGHT ON WOODS
 EK0814'ROAD AND GO EASTERLY FOR 0.3 MILE TO A DIM FORK, TAKE LEFT
 EK0814'FORK AND GO 0.75 MILE TO A TRIANGLE BLAZE TREE ON RIGHT,
 EK0814'TURN LEFT AND GO ON A DIM WOODS ROAD FOR ABOUT 75 YARDS TO
 EK0814'A SMALL CLEARING AND STATION AS DESCRIBED.
 EK0814'
 EK0814'DUE TO HEAVY TIMBER GROWTH, NO SUITABLE PLACE TO ESTABLISH
 EK0814'AN AZIMUTH COULD BE FOUND.
 EK0814'
 EK0814'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0814
 EK0814                          STATION RECOVERY (1959)
 EK0814
 EK0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0814'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0814'CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 EK0814'
 EK0814'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM THE JUNCTION
 EK0814'5.6 MILES NORTH AND EAST OF MENA IS ACCURATE EXCEPT THE LAST
 EK0814'MILEAGE SHOULD BE 2.4 MILES INSTEAD OF 0.75 MILE.  FOLLOWING
 EK0814'IS A DESCRIPTION TO REACH FROM WALDRON.
 EK0814'
 EK0814'TO REACH FROM WALDRON, FROM THE COURT HOUSE, GO SOUTH ON
 EK0814'U.S. HIGHWAY 71 FOR 4.1 MILES TO CROSSROADS AT SERVICE STATION
 EK0814'IN SOUTHWEST ANGLE, TURN RIGHT AND GO WESTERLY FOR 8.35 MILES
 EK0814'TO A REVERSE FORK AT A CHURCH, CONTINUE SOUTHWEST ON MAIN
 EK0814'ROAD FOR 2.45 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 EK0814'EASTERLY ON ROAD NO. 150 AS PER SIGN BOLES 11 FOR 0.3 MILE
 EK0814'TO FORKS, TAKE LEFT FORK ON ROAD 150 FOR 2.4 MILES TO A DIM
 EK0814'ROAD ON LEFT JUST AFTER ROAD BEARS TO RIGHT TO START DOWN
 EK0814'HILL.  STATION IS ABOUT 75 YARDS TO LEFT ON HIGHEST POINT
 EK0814'OF RIDGE.  A TRIANGLE BLAZE WAS CUT ON TREE TO LEFT OF MAIN
 EK0814'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1441 ***********************************************************************
 DL1441  DESIGNATION -  ROSSTON
 DL1441  PID         -  DL1441
 DL1441  STATE/COUNTY-  AR/NEVADA
 DL1441  USGS QUAD   -  WILLISVILLE (1973)
 DL1441
 DL1441                         *CURRENT SURVEY CONTROL
 DL1441  ___________________________________________________________________
 DL1441* NAD 83(1997)-  33 34 00.06958(N)    093 18 10.98507(W)     ADJUSTED  
 DL1441* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 DL1441  ___________________________________________________________________
 DL1441  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DL1441  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DL1441
 DL1441  HORZ ORDER  -  THIRD
 DL1441
 DL1441.The horizontal coordinates were established by classical geodetic methods
 DL1441.and adjusted by the National Geodetic Survey in September 1999..
 DL1441
 DL1441.The orthometric height was scaled from a topographic map.
 DL1441
 DL1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1441
 DL1441.The geoid height was determined by GEOID03.
 DL1441
 DL1441;                    North         East     Units Scale Factor Converg.
 DL1441;SPC AR S     -   500,593.585   279,019.199   MT  0.99995157   -0 43 45.5
 DL1441;SPC AR S     - 1,642,364.12    915,415.49   sFT  0.99995157   -0 43 45.5
 DL1441;UTM  15      - 3,714,153.800   471,872.508   MT  0.99960975   -0 10 03.2
 DL1441
 DL1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1441!SPC AR S     -   0.99998441  x   0.99995157  =   0.99993598
 DL1441!UTM  15      -   0.99998441  x   0.99960975  =   0.99959417
 DL1441
 DL1441:                Primary Azimuth Mark                     Grid Az
 DL1441:SPC AR S     -  ROSSTON AZ MK                            028 23 17.8
 DL1441:UTM  15      -  ROSSTON AZ MK                            027 49 35.5
 DL1441
 DL1441|---------------------------------------------------------------------|
 DL1441| PID    Reference Object                     Distance      Geod. Az  |
 DL1441|                                                           dddmmss.s |
 DL1441| CX6189 ROSSTON AZ MK                                      0273932.3 |
 DL1441| CX6190 ROSSTON RM 1                         30.952 METERS 19903     |
 DL1441| CX6191 ROSSTON RM 2                         24.388 METERS 29625     |
 DL1441|---------------------------------------------------------------------|
 DL1441
 DL1441                          SUPERSEDED SURVEY CONTROL
 DL1441
 DL1441  NAD 83(1997)-  33 34 00.07762(N)    093 18 10.97731(W) AD(       ) 3
 DL1441  NAD 83(1986)-  33 34 00.07972(N)    093 18 10.97528(W) AD(       ) 3
 DL1441  NAD 27      -  33 33 59.65400(N)    093 18 10.36000(W) AD(       ) 3
 DL1441
 DL1441.Superseded values are not recommended for survey control.
 DL1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1441.See file dsdata.txt to determine how the superseded data were derived.
 DL1441
 DL1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7187314154(NAD 83)
 DL1441_MARKER: DS = TRIANGULATION STATION DISK
 DL1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1441
 DL1441  HISTORY     - Date     Condition        Report By
 DL1441  HISTORY     - 1950     MONUMENTED       CGS
 DL1441  HISTORY     - 1963     GOOD             CGS
 DL1441
 DL1441                          STATION DESCRIPTION
 DL1441
 DL1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1441'THE STATION IS LOCATED ABOUT 3-1/2 MILE NORTH AND 1/4 MILE WEST
 DL1441'OF WILLISVILLE.  IT IS 120 FEET SOUTHWEST OF A HIGH LINE POLE, 115
 DL1441'FEET NORTHEAST OF A HIGH LINE POLE, AND 95 FEET EAST-SOUTHEAST
 DL1441'OF A WELL.  IT IS STAMPED ROSSTON 1950 AND IT PROJECTS 1 INCH
 DL1441'ABOVE THE SURFACE OF THE GROUND.
 DL1441'
 DL1441'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 23 FEET
 DL1441'EAST OF A HIGH LINE POLE, 18 FEET NORTH OF THE ROAD, AND 4 FEET
 DL1441'NORTH OF A EAST-WEST FENCE LINE.  IT IS STAMPED ROSSTON NO 1
 DL1441'1950 AND IS SET FLUSH.
 DL1441'
 DL1441'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 33 FEET
 DL1441'NORTHEAST OF A WELL, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 DL1441'IT IS STAMPED ROSSTON NO 2 1950, AND IS SET FLUSH.
 DL1441'
 DL1441'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 137.90 FEET.
 DL1441'
 DL1441'THE AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION, 15 FEET
 DL1441'EAST OF THE CENTER OF A ROAD, AND 1 FOOT SOUTH OF A WITNESS
 DL1441'POST.  IT IS STAMPED ROSSTON 1950, AND PROJECTS 5 INCHES.
 DL1441'
 DL1441'TO REACH THE STATION FROM WILLISVILLE, FROM CROSSROAD, GO NORTH
 DL1441'ON STATE HIGHWAY 19 FOR 2.7 MILES TO JUNCTION WITH STATE HIGHWAY
 DL1441'76, CONTINUE NORTH ON STATE HIGHWAY 19 FOR 0.5 MILE TO A T-ROAD
 DL1441'LEFT AT A WHITE HOUSE ON ON LEFT, TURN LEFT AND FOLLOW MAIN
 DL1441'ROAD NORTHWEST FOR 1.5 MILES TO CROSSROADS, TURN LEFT AND
 DL1441'GO SOUTHWEST FOR 0.05 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED,
 DL1441'FROM HERE CONTINUE SOUTHWEST FOR 0.5 MILE TO DRIVEWAY ON RIGHT
 DL1441'AND STATION IN FARMYARD AS DESCRIBED.
 DL1441'
 DL1441'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL1441
 DL1441                          STATION RECOVERY (1963)
 DL1441
 DL1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1441'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1441'CONDITION.
 DL1441'
 DL1441'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1441'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2074 ***********************************************************************
 EJ2074  CBN         -  This is a Cooperative Base Network Control Station.
 EJ2074  DESIGNATION -  ROUCH
 EJ2074  PID         -  EJ2074
 EJ2074  STATE/COUNTY-  AR/PULASKI
 EJ2074  USGS QUAD   -  LITTLE ROCK (1966)
 EJ2074
 EJ2074                         *CURRENT SURVEY CONTROL
 EJ2074  ___________________________________________________________________
 EJ2074* NAD 83(1997)-  34 43 27.77488(N)    092 20 27.06917(W)     ADJUSTED  
 EJ2074* NAVD 88     -       113.2    (meters)     371.     (feet)  GPS OBS   
 EJ2074  ___________________________________________________________________
 EJ2074  X           -    -214,349.470 (meters)                     COMP
 EJ2074  Y           -  -5,243,596.399 (meters)                     COMP
 EJ2074  Z           -   3,612,827.328 (meters)                     COMP
 EJ2074  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 EJ2074  ELLIP HEIGHT-          86.61  (meters)          (09/21/01) GPS OBS
 EJ2074  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EJ2074
 EJ2074  HORZ ORDER  -  B
 EJ2074  ELLP ORDER  -  FOURTH    CLASS II
 EJ2074
 EJ2074.The horizontal coordinates were established by GPS observations
 EJ2074.and adjusted by the National Geodetic Survey in September 1997..
 EJ2074
 EJ2074.The orthometric height was determined by GPS observations and a
 EJ2074.high-resolution geoid model.
 EJ2074
 EJ2074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2074
 EJ2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2074
 EJ2074.The ellipsoidal height was determined by GPS observations
 EJ2074.and is referenced to NAD 83.
 EJ2074
 EJ2074.The geoid height was determined by GEOID03.
 EJ2074
 EJ2074;                    North         East     Units Scale Factor Converg.
 EJ2074;SPC AR S     -   628,284.984   368,780.564   MT  0.99999084   -0 11 26.8
 EJ2074;SPC AR S     - 2,061,298.32  1,209,907.57   sFT  0.99999084   -0 11 26.8
 EJ2074;UTM  15      - 3,842,676.507   560,349.755   MT  0.99964489   +0 22 31.7
 EJ2074
 EJ2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2074!SPC AR S     -   0.99998640  x   0.99999084  =   0.99997724
 EJ2074!UTM  15      -   0.99998640  x   0.99964489  =   0.99963130
 EJ2074
 EJ2074                          SUPERSEDED SURVEY CONTROL
 EJ2074
 EJ2074  ELLIP H (09/19/97)   86.60   (m)                       GP(       ) 4 1
 EJ2074  NAD 83(1986)-  34 43 27.78949(N)    092 20 27.05417(W) AD(       ) 1
 EJ2074  NGVD 29 (11/13/90)  113.3    (m)          372.     (f) GPS OBS        
 EJ2074
 EJ2074.Superseded values are not recommended for survey control.
 EJ2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2074.See file dsdata.txt to determine how the superseded data were derived.
 EJ2074
 EJ2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6035042677(NAD 83)
 EJ2074_MARKER: Z = SEE DESCRIPTION
 EJ2074_SETTING: 0 = UNSPECIFIED SETTING
 EJ2074_MARK LOGO: UALR  
 EJ2074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ2074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ2074+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1997
 EJ2074
 EJ2074  HISTORY     - Date     Condition        Report By
 EJ2074  HISTORY     - 1990     MONUMENTED       UALR
 EJ2074  HISTORY     - 19970420 GOOD             NGS
 EJ2074
 EJ2074                          STATION DESCRIPTION
 EJ2074
 EJ2074'DESCRIBED BY UNIVERSITY OF ARKANSAS AT LITTLE ROCK 1990
 EJ2074'STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTHWEST OF THE CENTER OF
 EJ2074'LITTLE ROCK, 5.2 KM (3.2 MI) NORTH OF INTERSTATE HIGHWAY 30, AND 2.2
 EJ2074'KM (1.4 MI) SOUTH OF INTERSTATE HIGHWAY 630.  ON TOP OF THE
 EJ2074'ENGINEERING-TECHNICAL-SCIENCE BUILDING AT THE UNIVERSITY OF ARKANSAS
 EJ2074'AT LITTLE ROCK.
 EJ2074'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 (EXIT
 EJ2074'132) AND UNVERSITY AVENUE IN SOUTHWEST LITTLE ROCK.  GO NORTH ON
 EJ2074'UNIVERSITY AVENUE FOR 4.49 KM (2.79 MI) TO THE JUNCTION OF ASHER
 EJ2074'AVENUE.  CONTINUE NORTH ON UNIVERSITY AVENUE FOR 1.03 KM (0.64 MI) TO
 EJ2074'A CROSS STREET.  TURN RIGHT AND GO EAST ON 28TH STREET FOR 0.28 KM
 EJ2074'(0.17 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 EJ2074'THE PAVED ROAD FOR 0.16 KM (0.10 MI)  TO A PAVED ROAD ON THE RIGHT.
 EJ2074'TURN RIGHT AND GO WEST ON THE PAVED ROAD AND SOUTHWEST ACROSS A
 EJ2074'PARKING LOT TO THE WEST SIDE AND LOADING DOCK OF THE
 EJ2074'ENGINEERING-TECHNICAL-SCIENCE BUILDING.
 EJ2074'THE STATION IS A ASHTECH ANTENNA ON THE TOP OF A 1.5 INCH STEEL PIPE,
 EJ2074'BOLTED TO THE CENTER OF THE EAST WALL, AND ON TOP OF THE
 EJ2074'ENGINEERING-TECHNICAL-SCIENCE BUILDING. CENTER OF PIPE WAS HELD FOR
 EJ2074'ANTENNA PLUMB, AND HEIGHT OF ANTENNA WAS MEASURED FROM A PUNCH MARK
 EJ2074'IN A STEEL ANGLE IRON LOCATED ABOUT 0.5 FT (0.2 M) SOUTH OF THE 1.5
 EJ2074'INCH PIPE TO THE BOTTOM OF THE ANTENNA.
 EJ2074'CONTACT PROF. JUD ROUCH, UNIVERSITY OF ARKANSAS AT LITTLE ROCK, 2801
 EJ2074'SOUTH UNIVERSITY AVENUE, LITTLE ROCK AR 72204.  PHONE IS 501-569-8204
 EJ2074'OR HOME 501-565-0630. HE WILL GUIDE YOU TO THE ANTENNA.
 EJ2074'YOU CAN NOT USE THE MICROMETER AT THIS STATION.
 EJ2074'DESCRIBED BY E.J.HANSMANN.
 EJ2074
 EJ2074                          STATION RECOVERY (1997)
 EJ2074
 EJ2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EJ2074'THE STATION IS LOCATED IN LITTLE ROCK, AT THE UNIVERSITY OF ARKANSAS
 EJ2074'AT LITTLE ROCK, ON TOP OF THE ENGINEERING-TECHNICAL SCIENCE BUILDING,
 EJ2074'NEAR THE TOP CENTER OF THE EAST WALL OF BUILDING.
 EJ2074'OWNERSHIP--UNIVERSITY OF ARKANSAS AT LITTLE ROCK, 2801 SOUTH
 EJ2074'UNIVERSITY AVENUE, LITTLE ROCK AR 72204.  CONTACT IS PROFESSOR JUD
 EJ2074'ROUCH, PHONE 501-569-8204 OR 565-0630 (HOME).  TO REACH THE STATION
 EJ2074'FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND UNIVERSITY AVENUE (EXIT
 EJ2074'132) IN SOUTHWEST LITTLE ROCK, GO NORTH FOR 2.85 MI (4.59 KM) ON
 EJ2074'UNIVERSITY AVENUE TO A CROSS STREET, ASHER AVENUE.  CONTINUE STRAIGHT
 EJ2074'AHEAD AND GO NORTH FOR 0.65 MI (1.05 KM) ON UNIVERSITY AVENUE TO THE
 EJ2074'JUNCTION OF 28TH STREET.  TURN RIGHT AND GO EAST FOR 0.2 MI (0.3 KM)
 EJ2074'ON 28TH STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR
 EJ2074'0.07 MI (0.11 KM) ON THE PAVED ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT
 EJ2074'AND GO WESTERLY THEN SOUTHERLY FOR 0.25 MI (0.40 KM) ON THE PAVED ROAD
 EJ2074'ALONG PERIMETER OF PARKING LOT TO THE WEST SIDE OF BUILDING, A LOADING
 EJ2074'DOCK AND END OF TRUCK TRAVEL. UNIVERSITY PERSONNEL WILL PROVIDE ESCORT
 EJ2074'TO THE STATION SITE. STATION MONUMENTATION CONSISTS OF A 1.5-INCH
 EJ2074'METAL PIPE WELDED TO TWO STEEL ANGLE IRON BRACKETS WHICH ARE ATTACHED
 EJ2074'TO THE EAST WALL OF BUILDING AT TOP OF BUILDING.  A LEVELING HEAD IS
 EJ2074'ATTACHED TO THE TOP OF PIPE.  THE DATUM POINT IS THE POINT WHERE THE
 EJ2074'CENTER OF THE 1.5-INCH METAL PIPE INTERSECTS THE TOP OF UPPER WALL
 EJ2074'BRACKET. TRIMBLE CHOKE RING ANTENNA P/N 29659-00, S/N 0220080343 WAS
 EJ2074'MOUNTED TO THE LEVELING HEAD DURING THE SURVEY PROJECT.  OVERALL
 EJ2074'ANTENNA HEIGHT TO TOP OF ANTENNA CIRCULAR PLATE WAS DETERMINED BY
 EJ2074'MEASURING FROM THE TOP OF UPPER WALL BRACKET (AT PUNCH POINT ABOUT 0.1
 EJ2074'M (0.3 FT) SOUTH FROM 1.5-INCH PIPE) TO THE BOTTOM OF ANTENNA CIRCULAR
 EJ2074'PLATE AND THEN ADDING THE THICKNESS OF THE ANTENNA CIRCULAR PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2089 ***********************************************************************
 FF2089  DESIGNATION -  ROUGH
 FF2089  PID         -  FF2089
 FF2089  STATE/COUNTY-  AR/ST FRANCIS
 FF2089  USGS QUAD   -  HAWKINS (1984)
 FF2089
 FF2089                         *CURRENT SURVEY CONTROL
 FF2089  ___________________________________________________________________
 FF2089* NAD 83(1997)-  35 06 11.52608(N)    090 55 08.02184(W)     ADJUSTED  
 FF2089* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 FF2089  ___________________________________________________________________
 FF2089  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FF2089  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF2089
 FF2089  HORZ ORDER  -  FIRST
 FF2089
 FF2089.The horizontal coordinates were established by classical geodetic methods
 FF2089.and adjusted by the National Geodetic Survey in September 1999..
 FF2089
 FF2089.The orthometric height was scaled from a topographic map.
 FF2089
 FF2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2089
 FF2089.The geoid height was determined by GEOID03.
 FF2089
 FF2089;                    North         East     Units Scale Factor Converg.
 FF2089;SPC AR N     -    85,951.621   498,563.184   MT  0.99997095   +0 37 44.7
 FF2089;SPC AR N     -   281,992.94  1,635,702.71   sFT  0.99997095   +0 37 44.7
 FF2089;UTM  15      - 3,886,469.279   689,679.781   MT  1.00004343   +1 11 49.6
 FF2089
 FF2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2089!SPC AR N     -   0.99999452  x   0.99997095  =   0.99996547
 FF2089!UTM  15      -   0.99999452  x   1.00004343  =   1.00003795
 FF2089
 FF2089:                Primary Azimuth Mark                     Grid Az
 FF2089:SPC AR N     -  WYNNE FEDERAL COMPRESS CO TANK           038 40 21.9
 FF2089:UTM  15      -  WYNNE FEDERAL COMPRESS CO TANK           038 06 17.0
 FF2089
 FF2089|---------------------------------------------------------------------|
 FF2089| PID    Reference Object                     Distance      Geod. Az  |
 FF2089|                                                           dddmmss.s |
 FF2089| FF2077 WYNNE FEDERAL COMPRESS CO TANK      APPROX.18.5 KM 0391806.6 |
 FF2089| FF2078 WYNNE WEST MUNICIPAL TANK           APPROX.17.6 KM 0401221.3 |
 FF2089| FF2080 WYNNE EAST MUNICIPAL TANK           APPROX.18.8 KM 0421401.3 |
 FF2089| FF2079 MORGAN                              APPROX.14.0 KM 0794633.8 |
 FF2089| FF2088 FORREST CITY WOODRUFF ELEC RAD      APPROX.13.9 KM 1203618.0 |
 FF2089| FF2086 FORREST CITY MUNICIPAL TANK         APPROX.16.3 KM 1251210.9 |
 FF2089| FF2084 FORREST CITY ST FRANCIS CTHSE       APPROX.16.3 KM 1302526.3 |
 FF2089| FF2087 FORREST CITY FED COMP SE TK         APPROX.16.5 KM 1331348.5 |
 FF2089| FF2085 FORREST CITY FED COMP NW TK         APPROX.15.8 KM 1334300.0 |
 FF2089| CI5444 ROUGH RM 1                           29.153 METERS 13612     |
 FF2089| FF2090 T6N R2E SECS 29 30 31 32             13.133 METERS 19217     |
 FF2089| CI5445 ROUGH RM 2                           27.340 METERS 24753     |
 FF2089| CI5443 ROUGH AZ MK                                        2692324.6 |
 FF2089|---------------------------------------------------------------------|
 FF2089
 FF2089                          SUPERSEDED SURVEY CONTROL
 FF2089
 FF2089  NAD 83(1997)-  35 06 11.53309(N)    090 55 08.01941(W) AD(       ) 1
 FF2089  NAD 83(1986)-  35 06 11.53538(N)    090 55 08.02089(W) AD(       ) 1
 FF2089  NAD 27      -  35 06 11.20920(N)    090 55 07.59790(W) AD(       ) 1
 FF2089
 FF2089.Superseded values are not recommended for survey control.
 FF2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2089.See file dsdata.txt to determine how the superseded data were derived.
 FF2089
 FF2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8968086469(NAD 83)
 FF2089_MARKER: DS = TRIANGULATION STATION DISK
 FF2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2089
 FF2089  HISTORY     - Date     Condition        Report By
 FF2089  HISTORY     - 1954     MONUMENTED       CGS
 FF2089  HISTORY     - 1957     GOOD             USGS
 FF2089
 FF2089                          STATION DESCRIPTION
 FF2089
 FF2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2089'THE STATION IS LOCATED ABOUT 9 MILES WEST NORTHWEST OF CALDWELL,
 FF2089'ABOUT 8 MILES WEST SOUTHWEST OF COLT, 52 FEET NORTH OF THE
 FF2089'CENTER OF A TRACK ROAD, 32.5 FEET NORTH OF AN EAST-WEST FENCE
 FF2089'LINE AND 18 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET
 FF2089'4 INCHES BELOW THE SURFACE OF THE GROUND AND IT IS STAMPED
 FF2089'ROUGH 1954.
 FF2089'
 FF2089'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF A TRACK
 FF2089'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 FF2089'6 INCHES AND IS STAMPED ROUGH NO 1 1954.
 FF2089'
 FF2089'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE CENTER OF A TRACK
 FF2089'ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 FF2089'6 INCHES AND IS STAMPED ROUGH NO 2 1954.
 FF2089'
 FF2089'A TRAVERSE CONNECTION WAS MADE TO A U S SECTION CORNER THAT
 FF2089'IS 9 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 9 FEET SOUTH
 FF2089'OF THE EAST END OF A GATE.  IT IS A BRONZE DISK SET IN THE TOP
 FF2089'OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES AND THE DISK
 FF2089'IS STAMPED U S.
 FF2089'
 FF2089'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF A TRACK
 FF2089'ROAD, 30 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 10 FEET
 FF2089'NORTH OF A FENCE CORNER AND 1 FOOT NORTH OF A WITNESS POST.
 FF2089'IT PROJECTS 5 INCHES AND IS STAMPED ROUGH 1954.
 FF2089'
 FF2089'TO REACH THE STATION FROM THE POST OFFICE IN COLT GO WESTERLY ON
 FF2089'A GRAVELED ROAD FOR 7.4 MILES TO A T ROAD LEFT, JUST AFTER
 FF2089'PASSING A DEPT. OF AGRICULTURE SIGN ON THE RIGHT, TURN LEFT AND
 FF2089'FOLLOW GRAVELED ROAD SOUTHERLY FOR 1.7 MILES TO A T ROAD LEFT
 FF2089'AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO EAST ON
 FF2089'THE TRACK ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT AS
 FF2089'DESCRIBED.
 FF2089'
 FF2089'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2089
 FF2089                          STATION RECOVERY (1957)
 FF2089
 FF2089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FF2089'AZIMUTH MARK AND REFERENCE MARK 2 DESTROYED.  AZIMUTH MARK
 FF2089'LYING AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1844 ***********************************************************************
 EJ1844  DESIGNATION -  ROUND
 EJ1844  PID         -  EJ1844
 EJ1844  STATE/COUNTY-  AR/DALLAS
 EJ1844  USGS QUAD   -  ROUND HILL (1984)
 EJ1844
 EJ1844                         *CURRENT SURVEY CONTROL
 EJ1844  ___________________________________________________________________
 EJ1844* NAD 83(1997)-  34 07 56.36534(N)    092 47 43.16962(W)     ADJUSTED  
 EJ1844* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 EJ1844  ___________________________________________________________________
 EJ1844  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 EJ1844  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EJ1844
 EJ1844  HORZ ORDER  -  SECOND
 EJ1844
 EJ1844.The horizontal coordinates were established by classical geodetic methods
 EJ1844.and adjusted by the National Geodetic Survey in September 1999..
 EJ1844
 EJ1844.The orthometric height was scaled from a topographic map.
 EJ1844
 EJ1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1844
 EJ1844.The geoid height was determined by GEOID03.
 EJ1844
 EJ1844;                    North         East     Units Scale Factor Converg.
 EJ1844;SPC AR S     -   562,844.372   326,644.819   MT  0.99991992   -0 26 42.5
 EJ1844;SPC AR S     - 1,846,598.58  1,071,667.21   sFT  0.99991992   -0 26 42.5
 EJ1844;UTM  15      - 3,776,846.839   518,871.959   MT  0.99960439   +0 06 53.4
 EJ1844
 EJ1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1844!SPC AR S     -   0.99998139  x   0.99991992  =   0.99990132
 EJ1844!UTM  15      -   0.99998139  x   0.99960439  =   0.99958579
 EJ1844
 EJ1844|---------------------------------------------------------------------|
 EJ1844| PID    Reference Object                     Distance      Geod. Az  |
 EJ1844|                                                           dddmmss.s |
 EJ1844| CY6404 ROUND RM 2                           29.950 METERS 01915     |
 EJ1844| EJ1842 ARKANSAS FORESTRY COMM LOT 52       APPROX.10.7 KM 0835248.9 |
 EJ1844| CY6403 ROUND RM 1                           29.548 METERS 10001     |
 EJ1844| EJ1843 TT 2 ADP                            APPROX. 0.5 KM 1404038.9 |
 EJ1844| EJ1846 ARKANSAS FORESTRY COMM LOT 56       APPROX. 7.5 KM 2590839.1 |
 EJ1844|---------------------------------------------------------------------|
 EJ1844
 EJ1844                          SUPERSEDED SURVEY CONTROL
 EJ1844
 EJ1844  NAD 83(1986)-  34 07 56.37547(N)    092 47 43.16044(W) AD(       ) 2
 EJ1844  NAD 27      -  34 07 56.02626(N)    092 47 42.56197(W) AD(       ) 2
 EJ1844
 EJ1844.Superseded values are not recommended for survey control.
 EJ1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1844.See file dsdata.txt to determine how the superseded data were derived.
 EJ1844
 EJ1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1887276847(NAD 83)
 EJ1844_MARKER: DS = TRIANGULATION STATION DISK
 EJ1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1844_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1844
 EJ1844  HISTORY     - Date     Condition        Report By
 EJ1844  HISTORY     - 1964     MONUMENTED       CGS
 EJ1844
 EJ1844                          STATION DESCRIPTION
 EJ1844
 EJ1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1844'ABOUT 12 MILES SOUTHWEST OF LEOLA, 10 MILES SOUTHEAST OF
 EJ1844'DONALDSON, 3 MILES WEST OF WILLOW, IN THE NORTHWEST 1/4
 EJ1844'OF SEC. 12, T-7-S, R-17-W, AND ON THE GROUNDS OF THE ROUND
 EJ1844'HILL COMMUNITY RECREATION HALL.  IT IS 132 FEET SOUTHWEST
 EJ1844'OF THE SOUTHWEST CORNER OF THE FRAME HALL BUILDING, 32 FEET NORTH
 EJ1844'OF THE CENTERLINE OF A GRAVELED ROAD, 20 FEET NORTHEAST OF A
 EJ1844'WITNESS POST AND A FENCE CORNER, AND 14 FEET EAST OF A FENCE.  THE
 EJ1844'MONUMENT IS FLUSH AND THE DISK IS STAMPED ROUND 1964.
 EJ1844'
 EJ1844'TO REACH THE STATION FROM THE WILLOW BAPTIST CHURCH IN WILLOW,
 EJ1844'GO WESTERLY ON THE PAVED ROAD FOR 0.1 MILE TO A RAILROAD
 EJ1844'CROSSING, CONTINUE WESTERLY ON THE ROAD FOR 2.0 MILES TO A
 EJ1844'ROAD FORK.  TAKE THE LEFT FORK AND CONTINUE WESTERLY ON THE
 EJ1844'GRAVELED ROAD FOR 0.1 MILE TO A ROAD FORK.  TAKE THE RIGHT
 EJ1844'FORK AND CONTINUE WESTERLY ON THE GRAVELED ROAD FOR 0.7
 EJ1844'MILES TO A SIDE ROAD RIGHT AND TT 2 (USGS).  TURN RIGHT ON
 EJ1844'THE GRAVELED ROAD AND GO NORTH AND WEST FOR 0.45 MILE TO
 EJ1844'THE STATION ON THE RIGHT.
 EJ1844'
 EJ1844'REFERENCE MARK 1 IS 78 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EJ1844'OF THE BUILDING AND 18 FEET NORTH OF THE CENTERLINE OF THE
 EJ1844'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ROUND NO 1
 EJ1844'1964.
 EJ1844'
 EJ1844'REFERENCE MARK 2 IS 80 FEET WEST OF THE NORTHWEST CORNER
 EJ1844'OF THE BUILDING, 47 FEET SOUTH OF A FENCE AND 38 FEET EAST
 EJ1844'OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EJ1844'ROUND NO 2 1964.
 EJ1844'
 EJ1844'TT 2 (USGS) IS A STANDARD U.S.G.S. DISK SET IN THE TOP OF
 EJ1844'A 6 X 6 INCH CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 EJ1844'63 FEET NORTHWEST OF THE T-ROAD INTERSECTION, 23 FEET WEST
 EJ1844'OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT NORTHEAST
 EJ1844'OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE DISK
 EJ1844'IS STAMPED 2 ADP 1962.
 EJ1844'
 EJ1844'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1902 ***********************************************************************
 EJ1902  DESIGNATION -  ROUND
 EJ1902  PID         -  EJ1902
 EJ1902  STATE/COUNTY-  AR/PERRY
 EJ1902  USGS QUAD   -  PARON (1984)
 EJ1902
 EJ1902                         *CURRENT SURVEY CONTROL
 EJ1902  ___________________________________________________________________
 EJ1902* NAD 83(1997)-  34 50 26.54098(N)    092 45 11.00494(W)     ADJUSTED  
 EJ1902* NAVD 88     -       387.1    (meters)    1270.     (feet)  VERTCON   
 EJ1902  ___________________________________________________________________
 EJ1902  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 EJ1902  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EJ1902
 EJ1902  HORZ ORDER  -  FIRST
 EJ1902
 EJ1902.The horizontal coordinates were established by classical geodetic methods
 EJ1902.and adjusted by the National Geodetic Survey in September 1999..
 EJ1902
 EJ1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1902
 EJ1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1902
 EJ1902.The geoid height was determined by GEOID03.
 EJ1902
 EJ1902;                    North         East     Units Scale Factor Converg.
 EJ1902;SPC AR N     -    56,552.795   331,121.181   MT  1.00001950   -0 26 17.5
 EJ1902;SPC AR N     -   185,540.29  1,086,353.41   sFT  1.00001950   -0 26 17.5
 EJ1902;SPC AR S     -   641,390.982   331,121.279   MT  1.00001735   -0 25 17.3
 EJ1902;SPC AR S     - 2,104,296.91  1,086,353.73   sFT  1.00001735   -0 25 17.3
 EJ1902;UTM  15      - 3,855,405.975   522,577.571   MT  0.99960628   +0 08 27.9
 EJ1902
 EJ1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1902!SPC AR N     -   0.99994358  x   1.00001950  =   0.99996307
 EJ1902!SPC AR S     -   0.99994358  x   1.00001735  =   0.99996092
 EJ1902!UTM  15      -   0.99994358  x   0.99960628  =   0.99954988
 EJ1902
 EJ1902|---------------------------------------------------------------------|
 EJ1902| PID    Reference Object                     Distance      Geod. Az  |
 EJ1902|                                                           dddmmss.s |
 EJ1902| CU7806 ROUND WM BLAZE IN OAK TREE                         03638     |
 EJ1902| CY6397 ROUND RM 1                            3.328 METERS 08107     |
 EJ1902| CY5963 ROUND WM DRILL HOLE                   7.802 METERS 12520     |
 EJ1902| EJ1725 DALLAS LITTLE ROCK AWY BCN 29       APPROX.40.1 KM 1361141.3 |
 EJ1902| EJ1903 ROUND RM BRONZE PIN                   4.640 METERS 20711     |
 EJ1902| CY5294 ROUND WM BLAZE IN TREE                             21816     |
 EJ1902| CY6395 ROUND AZ MK                                        2415204.7 |
 EJ1902| EJ1901 NORTH FORK LOOKOUT TOWER            APPROX. 9.3 KM 2831534.4 |
 EJ1902| CY6398 ROUND RM 2                            4.109 METERS 29650     |
 EJ1902| EJ1899 VALLEY                              APPROX.13.8 KM 3122834.6 |
 EJ1902|---------------------------------------------------------------------|
 EJ1902
 EJ1902                          SUPERSEDED SURVEY CONTROL
 EJ1902
 EJ1902  NAD 83(1986)-  34 50 26.55419(N)    092 45 10.99681(W) AD(       ) 1
 EJ1902  NAD 27      -  34 50 26.22900(N)    092 45 10.40000(W) AD(       ) 1
 EJ1902  NGVD 29 (07/19/86)  387.1    (m)         1270.     (f) VERT ANG       
 EJ1902
 EJ1902.Superseded values are not recommended for survey control.
 EJ1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1902.See file dsdata.txt to determine how the superseded data were derived.
 EJ1902
 EJ1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2257855406(NAD 83)
 EJ1902_MARKER: DD = SURVEY DISK
 EJ1902_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1902_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EJ1902
 EJ1902  HISTORY     - Date     Condition        Report By
 EJ1902  HISTORY     - 1916     MONUMENTED       CGS
 EJ1902  HISTORY     - 1935     GOOD             ARGS
 EJ1902  HISTORY     - 1940     GOOD             CGS
 EJ1902  HISTORY     - 1959     GOOD             CGS
 EJ1902  HISTORY     - 1967     GOOD             CGS
 EJ1902
 EJ1902                          STATION DESCRIPTION
 EJ1902
 EJ1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EJ1902'STATION IS ABOUT 12 MILES, AIRLINE, E OF S FROM PERRYVILLE,
 EJ1902'3 MILES E OF S FROM HARMONY CHURCH, 5 MILES N FROM PARON POST
 EJ1902'OFFICE, AND 1/2 MILE E OF THE BENTON-PERRYVILLE ROAD, ON
 EJ1902'HIGHEST POINT OF NARROW ROCKY RIDGE 1/4 MILE LONG, KNOWN
 EJ1902'LOCALLY AS ROUND MOUNTAIN, 25 METERS (82 FEET) W OF EASTERN
 EJ1902'END, IN DEPRESSION 3 METERS (10 FEET) E OF THE HIGHEST ROCK.
 EJ1902'
 EJ1902'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE IN A
 EJ1902'DEPRESSION IN OUTCROPPING BEDROCK.
 EJ1902'
 EJ1902'REFERENCE MARK IS 1 1/2-INCH DRILL HOLE 1 INCH DEEP IN MIDDLE
 EJ1902'OF TOP OF NARROW SLAB STANDING UPRIGHT, 15 METERS (49 FEET) W
 EJ1902'OF EASTERN END OF TOP, AND 7.81 METERS (25.6 FEET) FROM STATION,
 EJ1902'S 56 DEG 42 MIN E.
 EJ1902'
 EJ1902'WITNESS MARKS ARE TREES WITH TRIANGULAR BLAZES WITH A NAIL
 EJ1902'AT THE CENTER OF EACH APEX OF THE TRIANGLE.
 EJ1902'
 EJ1902'WITNESS MARK NO.1, ON S SLOPE, IS 5.6 METERS (18 FEET) FROM
 EJ1902'STATION, S 38 DEG 16 MIN W, NO.2, ON N SLOPE, IS 3.2
 EJ1902'METERS (10 FEET) FROM STATION, N 36 DEG 38 MIN E.
 EJ1902'AZIMUTH OF NANCY PEAK, 3 MILES FROM STATION, IS 100 DEG.
 EJ1902'ELEVATION OF STATION MARK IS 387.1 METERS (1,270 FEET).
 EJ1902
 EJ1902                          STATION RECOVERY (1935)
 EJ1902
 EJ1902'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 EJ1902'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 EJ1902'IN GOOD CONDITION.  BOTH WITNESS TREES ARE STILL STANDING BUT
 EJ1902'ARE DEAD.
 EJ1902'
 EJ1902'STATION IS ABOUT 1 MILE E OF STATE HIGHWAY NO.9 AT THE SALINE
 EJ1902'AND PERRY COUNTY LINE.  THIS POINT IS MARKED WITH A WHITE
 EJ1902'SQUARE POST WITH SALINE COUNTY PAINTED ON THE S SIDE AND PERRY
 EJ1902'COUNTY ON THE N SIDE.
 EJ1902
 EJ1902                          STATION RECOVERY (1940)
 EJ1902
 EJ1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1902'STATION RECOVERED, ALSO DRILL HOLE IN ROCK THAT WAS USED AS
 EJ1902'A REFERENCE MARK.  TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK
 EJ1902'WERE SET.  THE ORIGINAL DESCRIPTION WAS FOUND TO BE IN ERROR
 EJ1902'BECAUSE OF ROAD CHANGES.  THE 1940 DESCRIPTION SHOULD BE
 EJ1902'CONSIDERED CORRECT.
 EJ1902'
 EJ1902'STATION ROUND IS ABOUT 5.0 MILES N OF PARON POST OFFICE, 12
 EJ1902'MILES SE OF PERRYVILLE AND 1.0 MILE E OF STATE HIGHWAY 9.  IT IS
 EJ1902'ON THE SUMMIT OF WHAT IS LOCALLY KNOWN AS ROUND MOUNTAIN, A
 EJ1902'ROCKY RIDGE 1/4 MILE LONG, RUNNING E AND W.  THE STATION IS
 EJ1902'25 METERS W OF THE E END OF THE RIDGE IN A DEPRESSION 3 METERS
 EJ1902'E OF THE HIGHEST POINT.  THE DISK IS SET IN A BOULDER 1 BY 2
 EJ1902'FEET IN SIZE, THAT PROJECTS 1 FOOT.  THERE IS NO NAME NOR DATE
 EJ1902'STAMPED ON THE DISK.
 EJ1902'
 EJ1902'REFERENCE MARK NO.1 IS ON THE N SIDE OF THE RIDGE, SET IN A
 EJ1902'BOULDER ABOUT 1/2 METER LOWER THAN THE STATION.  THE BOULDER
 EJ1902'IS 2 BY 4 FEET IN SIZE, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 EJ1902'
 EJ1902'REFERENCE MARK NO.2 IS ON THE CREST OF THE RIDGE, SET IN A
 EJ1902'BOULDER 6 BY 8 FEET IN SIZE, THE TOP OF WHICH IS ABOUT 1 METER
 EJ1902'ABOVE THE STATION, AND THE MARK IS ON TOP OF BOULDER.
 EJ1902'
 EJ1902'DRILL HOLE IN ROCK, WHICH WAS USED AS A REFERENCE MARK, IS
 EJ1902'1-1/2 INCH IN DIAMETER AND 1 INCH DEEP, DRILLED IN AN UPRIGHT
 EJ1902'SLAB OF ROCK ABOUT 1/2 METER HIGHER THAN THE STATION.
 EJ1902'
 EJ1902'THERE IS A BRONZE PIN, PROBABLY THE SHANK OF A SURVEY DISK
 EJ1902'ON THE S SIDE OF THE RIDGE, SET IN A BOULDER 2 BY 3 FEET IN
 EJ1902'SIZE, AND ABOUT 1 METER LOWER THAN THE STATION.
 EJ1902'
 EJ1902'THE OLD WITNESS MARKS, TRIANGLE BLAZES ON TREES, NO LONGER
 EJ1902'EXIST.
 EJ1902'
 EJ1902'THE AZIMUTH MARK IS ABOUT 1.0 MILE SW OF THE STATION, 0.5
 EJ1902'MILE S OF THE PERRY-SALINE COUNTY LINE, 24 FEET NW OF THE
 EJ1902'CENTER LINE OF STATE HIGHWAY 9 AND 200 FEET N OF A BRIDGE.
 EJ1902'THE MARK PROJECTS 6 INCHES AND IS STAMPED ROUND 1916, 1940.
 EJ1902'THERE IS A WHITE REFERENCE POST 12 FEET SW OF THE MARK.
 EJ1902'
 EJ1902'TO REACH THE AZIMUTH MARK START AT THE COUNTY LINE, GO S ON
 EJ1902'STATE HIGHWAY 9 FOR 0.5 MILE TO THE BRIDGE AND MARK ON THE
 EJ1902'RIGHT SIDE OF THE ROAD.
 EJ1902'
 EJ1902'TO REACH THE STATION FROM MORRILTON START AT THE INTERSECTION
 EJ1902'OF U.S. HIGHWAY 64 AND STATE HIGHWAY 9, GO S ON STATE HIGHWAY
 EJ1902'9 FOR 24.0 MILES TO THE JUNCTION OF STATE HIGHWAYS 9 AND 10.
 EJ1902'CONTINUE ON STATE HIGHWAY 9 FOR 3.3 MILES TO THE PERRY-SALINE
 EJ1902'COUNTY LINE ON THE TOP OF A RIDGE.  SIGN LEAVING PERRY COUNTY
 EJ1902'ON THE E SIDE OF THE ROAD.  TAKE TRACK ROAD LEFT, (E), FOR
 EJ1902'0.6 MILE TO END OF TRUCK TRAVEL.  PACK NE TO THE TOP OF THE
 EJ1902'RIDGE AND STATION ABOUT 1/2 MILE.
 EJ1902
 EJ1902                          STATION RECOVERY (1959)
 EJ1902
 EJ1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 EJ1902'THE STATION WAS VISITED 8-13-59 AND THE STATION MARK, REFERENCE
 EJ1902'MARK NO. 1 AND NO. 2, THE BRASS PIN, DRILL HOLE AND THE AZIMUTH
 EJ1902'MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 EJ1902'RESET AT THIS DATE AT THE REQUEST OF THE STATE HIGHWAY DEPARTMENT
 EJ1902'DUE TO THE CONSTRUCTION OF THE HIGHWAY.  THE NEW AZIMUTH MARK
 EJ1902'WAS SET SOUTHWEST OF AND IN LINE WITH THE 1940 AZIMUTH MARK
 EJ1902'AND THE STATION.  THE 1940 DESCRIPTION BY A.N.S. OF THE STATION
 EJ1902'IS ADEQUATE.  A DESCRIPTION OF THE NEW AZIMUTH MARK FOLLOWS-
 EJ1902'
 EJ1902'THE AZIMUTH MARK IS 1.0 MILE SOUTHWEST OF THE STATION, 0.5 MILE
 EJ1902'SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE PERRY-SALINE COUNTY
 EJ1902'LINE, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE
 EJ1902'HIGHWAY 9 AND A PIPE LINE.  IT IS 17 FEET NORTH OF A WOODS
 EJ1902'ROAD LEADING WEST, 65 FEET WEST OF THE CENTERLINE OF STATE
 EJ1902'HIGHWAY 9, 33 FEET NORTHWEST OF THE PIPE LINE, 1 FOOT WEST
 EJ1902'OF A METAL WITNESS POST BEARING A WHITE SIGN AND AT THE
 EJ1902'INTERSECTION OF THE WEST AND NORTHWEST RIGHT-OF-WAYS OF
 EJ1902'THE HIGHWAY AND THE PIPE LINE.  IT IS A STANDARD DISK,
 EJ1902'STAMPED ROUND 1916 1940 RESET 1959, PROJECTING 3 INCHES.
 EJ1902
 EJ1902                          STATION RECOVERY (1967)
 EJ1902
 EJ1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1902'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 EJ1902'DESCRIBED BY C.R.R. IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1740 ***********************************************************************
 EJ1740  DESIGNATION -  ROUND HILL
 EJ1740  PID         -  EJ1740
 EJ1740  STATE/COUNTY-  AR/PULASKI
 EJ1740  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1740
 EJ1740                         *CURRENT SURVEY CONTROL
 EJ1740  ___________________________________________________________________
 EJ1740* NAD 83(1997)-  34 49 54.01387(N)    092 22 14.74009(W)     ADJUSTED  
 EJ1740* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 EJ1740  ___________________________________________________________________
 EJ1740  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 EJ1740  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EJ1740
 EJ1740  HORZ ORDER  -  FIRST
 EJ1740
 EJ1740.The horizontal coordinates were established by classical geodetic methods
 EJ1740.and adjusted by the National Geodetic Survey in September 1999..
 EJ1740
 EJ1740.The orthometric height was scaled from a topographic map.
 EJ1740
 EJ1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1740
 EJ1740.The geoid height was determined by GEOID03.
 EJ1740
 EJ1740;                    North         East     Units Scale Factor Converg.
 EJ1740;SPC AR S     -   640,196.684   366,084.289   MT  1.00001514   -0 12 27.0
 EJ1740;SPC AR S     - 2,100,378.62  1,201,061.54   sFT  1.00001514   -0 12 27.0
 EJ1740;SPC AR N     -    55,350.877   366,084.078   MT  1.00002154   -0 12 56.7
 EJ1740;SPC AR N     -   181,597.00  1,201,060.85   sFT  1.00002154   -0 12 56.7
 EJ1740;UTM  15      - 3,854,556.685   557,536.832   MT  0.99964080   +0 21 33.9
 EJ1740
 EJ1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1740!SPC AR S     -   0.99997772  x   1.00001514  =   0.99999286
 EJ1740!SPC AR N     -   0.99997772  x   1.00002154  =   0.99999926
 EJ1740!UTM  15      -   0.99997772  x   0.99964080  =   0.99961853
 EJ1740
 EJ1740:                Primary Azimuth Mark                     Grid Az
 EJ1740:SPC AR S     -  ROUND HILL IMM HT MARY CATH CH           027 42 32.5
 EJ1740:SPC AR N     -  ROUND HILL IMM HT MARY CATH CH           027 43 02.2
 EJ1740:UTM  15      -  ROUND HILL IMM HT MARY CATH CH           027 08 31.6
 EJ1740
 EJ1740|---------------------------------------------------------------------|
 EJ1740| PID    Reference Object                     Distance      Geod. Az  |
 EJ1740|                                                           dddmmss.s |
 EJ1740| EJ1730 ROUND HILL IMM HT MARY CATH CH      APPROX. 5.6 KM 0273005.5 |
 EJ1740| CY6406 ROUND HILL RM 1                      16.058 METERS 03011     |
 EJ1740| EJ1751 FORT LOGAN H ROOTS WATER TANK       APPROX. 9.3 KM 1315528.9 |
 EJ1740| EJ1755 LITTLE ROCK MUNICIPAL SPIPE         APPROX. 7.0 KM 1545331.2 |
 EJ1740| CY6407 ROUND HILL RM 2                       8.308 METERS 28242     |
 EJ1740| CY6405 ROUND HILL AZ MK                                   3113817.2 |
 EJ1740|---------------------------------------------------------------------|
 EJ1740
 EJ1740                          SUPERSEDED SURVEY CONTROL
 EJ1740
 EJ1740  NAD 83(1986)-  34 49 54.02656(N)    092 22 14.72724(W) AD(       ) 1
 EJ1740  NAD 27      -  34 49 53.69900(N)    092 22 14.16900(W) AD(       ) 1
 EJ1740
 EJ1740.Superseded values are not recommended for survey control.
 EJ1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1740.See file dsdata.txt to determine how the superseded data were derived.
 EJ1740
 EJ1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5753754557(NAD 83)
 EJ1740_MARKER: DS = TRIANGULATION STATION DISK
 EJ1740_SETTING: 80 = SET IN A BOULDER
 EJ1740_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 EJ1740
 EJ1740  HISTORY     - Date     Condition        Report By
 EJ1740  HISTORY     - 1940     MONUMENTED       CGS
 EJ1740  HISTORY     - 1967     MARK NOT FOUND   CGS
 EJ1740  HISTORY     - 1985     MARK NOT FOUND   USGS
 EJ1740
 EJ1740                          STATION DESCRIPTION
 EJ1740
 EJ1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1740'STATION IS LOCATED IN PULASKI COUNTY ON WHAT IS LOCALLY
 EJ1740'KNOWN AS ROUND HILL.  IT IS ABOUT 8.5 MILES NW OF LITTLE
 EJ1740'ROCK AND 1.5 MILES N OF ROSENBAUM LAKE.  THE STATION IS ON
 EJ1740'THE SUMMIT OF THE HILL IN A GROWTH OF SMALL OAK TREES.  ON
 EJ1740'THE S SLOPE THERE ARE SEVERAL CLUMPS OF SMALL PINE TREES.
 EJ1740'
 EJ1740'THE STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE
 EJ1740'IN A BOULDER.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 EJ1740'ROUND HILL 1940.
 EJ1740'
 EJ1740'REFERENCE MARK NO.1 IS A STANDARD DISK WEDGED IN A DRILL
 EJ1740'HOLE IN A BOULDER AND IS 1 METER LOWER THAN THE STATION
 EJ1740'AT THE N EDGE OF RIDGE.  IT IS SET FLUSH WITH THE GROUND
 EJ1740'AND IS STAMPED ROUND HILL NO.1, 1940.
 EJ1740'
 EJ1740'REFERENCE MARK NO.2 IS AT THE SAME ELEVATION AS THE STATION
 EJ1740'ON THE SUMMIT OF THE RIDGE.  IT IS A STANDARD DISK WEDGED
 EJ1740'IN A DRILL HOLE IN A BOULDER, SET FLUSH WITH THE GROUND
 EJ1740'AND IS STAMPED ROUND HILL NO.2, 1940.
 EJ1740'
 EJ1740'THE AZIMUTH MARK IS A STANDARD DISK SET AT THE CENTER OF
 EJ1740'THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.  IT PROJECTS
 EJ1740'6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 EJ1740'ROUND HILL 1940.
 EJ1740'
 EJ1740'TO REACH THE STATION FROM THE POST OFFICE IN N LITTLE ROCK,
 EJ1740'GO N ON U.S. HIGHWAY 65 FOR 5.2 MILES TO A GRADED DIRT ROAD
 EJ1740'TURNING LEFT (W).  CROSS RAILROAD TRACKS AND FOLLOW ALONG
 EJ1740'W SIDE OF TRACKS 0.7 MILE.  TURN W AND GO 3.8 MILES TO A
 EJ1740'DIM ROAD TURNING N AT SIX MAIL BOXES ON THE RIGHT SIDE OF
 EJ1740'THE ROAD.  TURN N AND GO 0.05 MILE TO FORK.  TAKE LEFT FORK
 EJ1740'AND GO 0.15 MILE TO A CABIN OCCUPIED BY A FAMILY.
 EJ1740'THE ROAD TURNS THROUGH A LANE HERE, GO THROUGH LANE FOR
 EJ1740'0.1 MILE TO END.  TURN RIGHT AND GO 0.2 MILE TO A CABIN
 EJ1740'ON THE RIGHT AND END OF TRUCK TRAVEL.  FROM HERE THE STATION
 EJ1740'IS TO THE W AT THE TOP OF THE RIDGE, ABOUT 0.25 MILE.
 EJ1740'
 EJ1740'THE AZIMUTH MARK IS 0.75 MILE NW, ACROSS THE ROAD FROM A
 EJ1740'CABIN OCCUPIED BY FRANK HOUSTON.  IT IS ON THE W SIDE OF
 EJ1740'THE ROAD, 1 FOOT E OF THE FENCE LINE.
 EJ1740'
 EJ1740'TO REACH FROM THE STATION, WALK THROUGH THE TIMBER NW TO
 EJ1740'A CABIN WHICH CAN BE SEEN FROM THE TOP OF THE RIDGE.  THE
 EJ1740'MARK IS ON THE W SIDE OF THE ROAD.
 EJ1740'
 EJ1740'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 EJ1740
 EJ1740                          STATION RECOVERY (1967)
 EJ1740
 EJ1740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ1740'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE SEARCHED
 EJ1740'FOR BUT NOT FOUND.  THE STATION HILL IS NOW A ROCK QUARRY.
 EJ1740'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  FOLLOWING
 EJ1740'IS A DESCRIPTION OF THE AZIMUTH MARK.
 EJ1740'
 EJ1740'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 EJ1740'CRYSTAL HILL ROAD, ABOUT 6 MILES NORTHWEST OF NORTH LITTLE
 EJ1740'ROCK, GO WEST ON CRYSTAL HILL ROAD FOR 3.8 MILES TO A CROSS
 EJ1740'ROAD AND SIGN COUNTS-MASSIE ROAD.  TURN RIGHT AND GO
 EJ1740'NORTHERLY ON COUNTS-MASSIE ROAD FOR 1.45 MILES TO THE AZIMUTH
 EJ1740'MARK ON THE LEFT.
 EJ1740'
 EJ1740'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROUND HILL 1940,
 EJ1740'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 EJ1740'2 INCHES.  IT IS 138 FEET NORTH OF A TRANSFORMER POLE, 26
 EJ1740'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 1 FOOT EAST
 EJ1740'OF A FENCE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 EJ1740
 EJ1740                          STATION RECOVERY (1985)
 EJ1740
 EJ1740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ1740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1793 ***********************************************************************
 FG1793  DESIGNATION -  ROUND HILL
 FG1793  PID         -  FG1793
 FG1793  STATE/COUNTY-  AR/SEARCY
 FG1793  USGS QUAD   -  MOORE (1980)
 FG1793
 FG1793                         *CURRENT SURVEY CONTROL
 FG1793  ___________________________________________________________________
 FG1793* NAD 83(1997)-  35 50 30.86649(N)    092 56 22.02625(W)     ADJUSTED  
 FG1793* NAVD 88     -       657.     (meters)    2156.     (feet)  SCALED    
 FG1793  ___________________________________________________________________
 FG1793  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FG1793  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG1793
 FG1793  HORZ ORDER  -  THIRD
 FG1793
 FG1793.The horizontal coordinates were established by classical geodetic methods
 FG1793.and adjusted by the National Geodetic Survey in September 1999..
 FG1793
 FG1793.The orthometric height was scaled from a topographic map.
 FG1793
 FG1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1793
 FG1793.The geoid height was determined by GEOID03.
 FG1793
 FG1793;                    North         East     Units Scale Factor Converg.
 FG1793;SPC AR N     -   167,769.698   315,132.699   MT  0.99994601   -0 32 48.0
 FG1793;SPC AR N     -   550,424.42  1,033,897.86   sFT  0.99994601   -0 32 48.0
 FG1793;UTM  15      - 3,966,415.592   505,467.942   MT  0.99960037   +0 02 07.6
 FG1793
 FG1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1793!SPC AR N     -   0.99990127  x   0.99994601  =   0.99984729
 FG1793!UTM  15      -   0.99990127  x   0.99960037  =   0.99950168
 FG1793
 FG1793|---------------------------------------------------------------------|
 FG1793| PID    Reference Object                     Distance      Geod. Az  |
 FG1793|                                                           dddmmss.s |
 FG1793| CI2221 ROUND HILL RM 1                      15.920 METERS 00531     |
 FG1793| FG1794 ROUND HILL LOOKOUT TOWER             36.315 METERS 22324     |
 FG1793| CI2222 BM                                   16.032 METERS 23438     |
 FG1793| FG1795 HORN                                APPROX. 6.8 KM 3573432.0 |
 FG1793|---------------------------------------------------------------------|
 FG1793
 FG1793                          SUPERSEDED SURVEY CONTROL
 FG1793
 FG1793  NAD 83(1986)-  35 50 30.87755(N)    092 56 22.02788(W) AD(       ) 3
 FG1793  NAD 27      -  35 50 30.58900(N)    092 56 21.42200(W) AD(       ) 3
 FG1793
 FG1793.Superseded values are not recommended for survey control.
 FG1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1793.See file dsdata.txt to determine how the superseded data were derived.
 FG1793
 FG1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0546866416(NAD 83)
 FG1793_MARKER: DS = TRIANGULATION STATION DISK
 FG1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1793
 FG1793  HISTORY     - Date     Condition        Report By
 FG1793  HISTORY     - 1954     MONUMENTED       CGS
 FG1793  HISTORY     - 1972     GOOD             NGS
 FG1793
 FG1793                          STATION DESCRIPTION
 FG1793
 FG1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1793'THE STATION IS IN SECTION 19, T 14 N, R 18 W, IN THE OZARK NATIONAL
 FG1793'FOREST, ABOUT 6-3/4 MILES WEST AND 4-3/4 MILES SOUTH OF
 FG1793'SNOWBALL, 5 MILES NORTH AND 4 MILES WEST OF WITTS SPRINGS,
 FG1793'1/4 MILE EAST OF THE SEARCY-NEWTON COUNTY LINE, 9 FEET WEST
 FG1793'OF A 4 X 4 INCH WHITE WITNESS POST AND 8 FEET WEST OF A WIRE
 FG1793'FENCE.
 FG1793'
 FG1793'TO REACH THE STATION FROM THE WITTS SPRINGS POST OFFICE, GO
 FG1793'SOUTHWEST ON STATE HIGHWAY 16 AND 27 FOR 11.5 MILES TO THEIR
 FG1793'JUNCTION, TURN SHARP RIGHT AND GO NORTHERLY ON STATE HIGHWAY
 FG1793'16 FOR 6.2 MILES TO A POINT WHERE THE HIGHWAY TURNS LEFT,
 FG1793'CONTINUE NORTH, LEAVING HIGHWAY, FOR 7.1 MILES TO A FORK,
 FG1793'TAKE RIGHT FORK FOR 3.1 MILES TO A FORK, TAKE RIGHT FORK
 FG1793'FOR 1.7 MILES TO A FORK AT THE FOOT OF A HILL, TAKE RIGHT
 FG1793'FORK FOR 1.9 MILES TO A FORK, TAKE LEFT FORK FOR 1.3 MILES
 FG1793'TO THE ROUND HILL LOOKOUT TOWER AND THE STATION.
 FG1793'
 FG1793'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ROUND
 FG1793'HILL 1954.
 FG1793'
 FG1793'REFERENCE MARK 1 IS 5 FEET WEST OF THE CORNER FENCE POST.  THE
 FG1793'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED ROUND HILL
 FG1793'NO 1 1954.
 FG1793'
 FG1793'USC AND GS BENCH MARK WAS USED AS REFERENCE MARK 2.  IT IS A
 FG1793'STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 FG1793'CEMENTED IN A DRILL HOLE IN A 6 X 16 INCH BOULDER WHICH PROJECTS
 FG1793'3 INCHES.  IT IS 5 FEET NORTH OF THE CENTER OF THE NORTH WALL
 FG1793'OF A HOUSE.  THERE WAS NO STAMPING ON THE MARK.
 FG1793'
 FG1793'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1793'
 FG1793'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FG1793
 FG1793                          STATION RECOVERY (1972)
 FG1793
 FG1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1793'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 FG1793'IN GOOD CONDITION.  THE DISTANCES TO THE MARKS WERE VERIFIED.
 FG1793'THE ANGLE BETWEEN THE REFERENCE MARKS IS 2 MINUTES 17 SECONDS
 FG1793'LARGER THAN THE PREVIOUS ANGLE.  REFERENCE MARK 2 IS A U.S.
 FG1793'GEOLOGICAL SURVEY STATION DISK AND NOT A U.S. COAST AND GEODETIC
 FG1793'SURVEY BENCH MARK DISK AS STATED IN THE 1954 DESCRIPTION.  THE
 FG1793'CENTER OF THE LOOKOUT TOWER NEAR THE STATION SITE COULD NOT
 FG1793'BE MEASURED TO, DUE TO A SMALL BUILDING ON LINE.
 FG1793'
 FG1793'THE GENERAL DESCRIPTION AND THE DESCRIPTION OF THE ROUTE TO REACH
 FG1793'THE STATION ARE ADEQUATE.  FOLLOWING ARE NEW MEASUREMENT TO
 FG1793'THE MARKS DUE TO CHANGES IN THE AREA AT THE STATION.
 FG1793'
 FG1793'THE STATION MARK IS ABOUT 118 FEET NORTHEAST OF THE LOOKOUT
 FG1793'TOWER, 103 FEET NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT
 FG1793'TOWER, 69 FEET NORTH OF THE CENTER OF A LARGE TWIN TRUNK OAK TREE,
 FG1793'41 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 26 FEET NORTH
 FG1793'OF THE CENTER OF THE DRIVEWAY AND 2.5 FEET NORTH OF A METAL
 FG1793'WITNESS POST.
 FG1793'
 FG1793'REFERENCE MARK 1 IS 147 FEET NORTHEAST OF THE NORTHEAST LEG
 FG1793'OF THE LOOKOUT TOWER, 51 FEET WEST OF A 16-INCH OAK TREE, 46
 FG1793'FEET SOUTH OF A 12-INCH OAK TREE, 30 FEET WEST OF THE CENTER OF THE
 FG1793'GRAVELED ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 FG1793'
 FG1793'THE USGS MARK IS 89 FEET WEST OF THE CENTER OF THE GRAVELED
 FG1793'ROAD, 65 FEET WEST-NORTHWEST OF THE TWIN TRUNK OAK TREE, 52 FEET
 FG1793'NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 7
 FG1793'FEET SOUTH OF THE CENTER OF THE DRIVEWAY.
 FG1793'
 FG1793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5 MILES NORTH
 FG1793'AND 4 MILES WEST OF WITTS SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1730 ***********************************************************************
 EJ1730  DESIGNATION -  ROUND HILL IMM HT MARY CATH CH
 EJ1730  PID         -  EJ1730
 EJ1730  STATE/COUNTY-  AR/PULASKI
 EJ1730  USGS QUAD   -  CATO (1987)
 EJ1730
 EJ1730                         *CURRENT SURVEY CONTROL
 EJ1730  ___________________________________________________________________
 EJ1730* NAD 83(1997)-  34 52 34.38408(N)    092 20 33.42521(W)     ADJUSTED  
 EJ1730* NAVD 88     -                                                        
 EJ1730  ___________________________________________________________________
 EJ1730  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 EJ1730  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EJ1730
 EJ1730  HORZ ORDER  -  THIRD
 EJ1730
 EJ1730.The horizontal coordinates were established by classical geodetic methods
 EJ1730.and adjusted by the National Geodetic Survey in September 1999..
 EJ1730
 EJ1730
 EJ1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1730
 EJ1730.The geoid height was determined by GEOID03.
 EJ1730
 EJ1730;                    North         East     Units Scale Factor Converg.
 EJ1730;SPC AR S     -   645,129.770   368,675.228   MT  1.00002627   -0 11 30.3
 EJ1730;SPC AR S     - 2,116,563.25  1,209,561.98   sFT  1.00002627   -0 11 30.3
 EJ1730;SPC AR N     -    60,283.585   368,675.688   MT  1.00001172   -0 11 57.7
 EJ1730;SPC AR N     -   197,780.40  1,209,563.49   sFT  1.00001172   -0 11 57.7
 EJ1730;UTM  15      - 3,859,513.308   560,077.841   MT  0.99964448   +0 22 33.3
 EJ1730
 EJ1730                          SUPERSEDED SURVEY CONTROL
 EJ1730
 EJ1730  NAD 83(1986)-  34 52 34.39735(N)    092 20 33.41201(W) AD(       ) 4
 EJ1730  NAD 27      -  34 52 34.07000(N)    092 20 32.86000(W) AD(       ) 3
 EJ1730
 EJ1730.Superseded values are not recommended for survey control.
 EJ1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1730.See file dsdata.txt to determine how the superseded data were derived.
 EJ1730
 EJ1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6007859513(NAD 83)
 EJ1730_MARKER: 91 = CHURCH CROSS
 EJ1730
 EJ1730  HISTORY     - Date     Condition        Report By
 EJ1730  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1730
 EJ1730                          STATION DESCRIPTION
 EJ1730
 EJ1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1730'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 EJ1730'THE CROSS ON THE IMMACULATE HEART OF MARY CATHOLIC CHURCH.
 EJ1730'THIS IS A BLACK-COLORED CROSS ON A BLACK SPIRE.  THE CHURCH IS A
 EJ1730'YELLOW BRICK STRUCTURE.  IT IS LOCATED ON A WOODED RIDGE ABOUT
 EJ1730'0.2 MILE E OF U.S. HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1794 ***********************************************************************
 FG1794  DESIGNATION -  ROUND HILL LOOKOUT TOWER
 FG1794  PID         -  FG1794
 FG1794  STATE/COUNTY-  AR/SEARCY
 FG1794  USGS QUAD   -  MOORE (1980)
 FG1794
 FG1794                         *CURRENT SURVEY CONTROL
 FG1794  ___________________________________________________________________
 FG1794* NAD 83(1997)-  35 50 30.01031(N)    092 56 23.02038(W)     ADJUSTED  
 FG1794* NAVD 88     -                                                        
 FG1794  ___________________________________________________________________
 FG1794  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FG1794  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG1794
 FG1794  HORZ ORDER  -  THIRD
 FG1794
 FG1794.The horizontal coordinates were established by classical geodetic methods
 FG1794.and adjusted by the National Geodetic Survey in September 1999..
 FG1794
 FG1794
 FG1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1794
 FG1794.The geoid height was determined by GEOID03.
 FG1794
 FG1794;                    North         East     Units Scale Factor Converg.
 FG1794;SPC AR N     -   167,743.551   315,107.501   MT  0.99994600   -0 32 48.6
 FG1794;SPC AR N     -   550,338.63  1,033,815.19   sFT  0.99994600   -0 32 48.6
 FG1794;UTM  15      - 3,966,389.198   505,443.020   MT  0.99960037   +0 02 07.1
 FG1794
 FG1794                          SUPERSEDED SURVEY CONTROL
 FG1794
 FG1794  NAD 83(1986)-  35 50 30.02068(N)    092 56 23.02154(W) AD(       ) 4
 FG1794  NAD 27      -  35 50 29.73300(N)    092 56 22.41700(W) AD(       ) 3
 FG1794
 FG1794.Superseded values are not recommended for survey control.
 FG1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1794.See file dsdata.txt to determine how the superseded data were derived.
 FG1794
 FG1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0544366389(NAD 83)
 FG1794_MARKER: 57 = LOOKOUT TOWER
 FG1794
 FG1794  HISTORY     - Date     Condition        Report By
 FG1794  HISTORY     - 1954     FIRST OBSERVED   CGS
 FG1794
 FG1794                          STATION DESCRIPTION
 FG1794
 FG1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1794'THE STATION IS IN THE OZARK NATIONAL FOREST, ABOUT 6-3/4
 FG1794'MILES WEST AND 4-3/4 MILES SOUTH OF SNOWBALL, 5 MILES NORTH
 FG1794'AND 4 MILES WEST OF WITTS SPRINGS AND 1/4 MILE EAST OF THE
 FG1794'SEARCY-NEWTON COUNTY LINE.  IT IS A FOUR-LEGGED STEEL TOWER
 FG1794'ABOUT 110 FEET HIGH WITH A GLASS ENCLOSED HOUSE AT THE TOP.
 FG1794'THE POINT INTERSECTED WAS THE APEX OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0635 ***********************************************************************
 FF0635  DESIGNATION -  ROUND POND
 FF0635  PID         -  FF0635
 FF0635  STATE/COUNTY-  AR/ST FRANCIS
 FF0635  USGS QUAD   -  ROUND POND (1992)
 FF0635
 FF0635                         *CURRENT SURVEY CONTROL
 FF0635  ___________________________________________________________________
 FF0635* NAD 83(1997)-  35 03 45.22962(N)    090 36 49.98026(W)     ADJUSTED  
 FF0635* NAVD 88     -        60.613  (meters)     198.86   (feet)  ADJUSTED  
 FF0635  ___________________________________________________________________
 FF0635  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FF0635  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0635  DYNAMIC HT  -          60.558 (meters)     198.68  (feet)  COMP
 FF0635  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 FF0635
 FF0635  HORZ ORDER  -  FIRST
 FF0635  VERT ORDER  -  FIRST     CLASS II
 FF0635
 FF0635.The horizontal coordinates were established by classical geodetic methods
 FF0635.and adjusted by the National Geodetic Survey in September 1999..
 FF0635
 FF0635.The orthometric height was determined by differential leveling
 FF0635.and adjusted by the National Geodetic Survey in June 1991..
 FF0635
 FF0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0635
 FF0635.The geoid height was determined by GEOID03.
 FF0635
 FF0635.The dynamic height is computed by dividing the NAVD 88
 FF0635.geopotential number by the normal gravity value computed on the
 FF0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0635.degrees latitude (g = 980.6199 gals.).
 FF0635
 FF0635.The modeled gravity was interpolated from observed gravity values.
 FF0635
 FF0635;                    North         East     Units Scale Factor Converg.
 FF0635;SPC AR N     -    81,792.119   526,432.588   MT  0.99997711   +0 48 23.7
 FF0635;SPC AR N     -   268,346.31  1,727,137.58   sFT  0.99997711   +0 48 23.7
 FF0635;UTM  15      - 3,882,584.938   717,592.789   MT  1.00018356   +1 22 16.7
 FF0635
 FF0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0635!SPC AR N     -   0.99999474  x   0.99997711  =   0.99997185
 FF0635!UTM  15      -   0.99999474  x   1.00018356  =   1.00017829
 FF0635
 FF0635:                Primary Azimuth Mark                     Grid Az
 FF0635:SPC AR N     -  BLACKFISH RESET                          063 42 58.5
 FF0635:UTM  15      -  BLACKFISH RESET                          063 09 05.5
 FF0635
 FF0635|---------------------------------------------------------------------|
 FF0635| PID    Reference Object                     Distance      Geod. Az  |
 FF0635|                                                           dddmmss.s |
 FF0635| FF0639 BLACKFISH RESET                     APPROX. 1.0 KM 0643122.2 |
 FF0635| CI5446 ROUND POND RM                        23.511 METERS 30955     |
 FF0635|---------------------------------------------------------------------|
 FF0635
 FF0635                          SUPERSEDED SURVEY CONTROL
 FF0635
 FF0635  NAD 83(1997)-  35 03 45.23287(N)    090 36 49.97854(W) AD(       ) 1
 FF0635  NAD 83(1997)-  35 03 45.23736(N)    090 36 49.97892(W) AD(       ) 1
 FF0635  NAD 83(1986)-  35 03 45.23943(N)    090 36 49.97940(W) AD(       ) 1
 FF0635  NAD 27      -  35 03 44.90950(N)    090 36 49.59880(W) AD(       ) 1
 FF0635  NGVD 29 (??/??/??)   60.595  (m)          198.80   (f) ADJUSTED    1 2
 FF0635
 FF0635.Superseded values are not recommended for survey control.
 FF0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0635.See file dsdata.txt to determine how the superseded data were derived.
 FF0635
 FF0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1759382585(NAD 83)
 FF0635_MARKER: DS = TRIANGULATION STATION DISK
 FF0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0635_STAMPING: ROUND POND 1916 1920 BM
 FF0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0635+STABILITY: SURFACE MOTION
 FF0635
 FF0635  HISTORY     - Date     Condition        Report By
 FF0635  HISTORY     - 1916     MONUMENTED       CGS
 FF0635  HISTORY     - 1920     MARK NOT FOUND   CGS
 FF0635  HISTORY     - 1935     GOOD             CGS
 FF0635  HISTORY     - 1956     POOR             CGS
 FF0635  HISTORY     - 1956     GOOD             CGS
 FF0635  HISTORY     - 19820105 MARK NOT FOUND   USGS
 FF0635
 FF0635                          STATION DESCRIPTION
 FF0635
 FF0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF0635'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF0635'RAILWAY, ABOUT 1/3 MILE E OF ROUND POND RAILWAY STATION, ON
 FF0635'PROLONGATION OF WESTWARD TANGENT TO CURVE OF N RAIL OF MAIN
 FF0635'TRACK, ABOUT 280 METERS (919 FEET) E OF POINT OF TANGENCY,
 FF0635'55.1 METERS (181 FEET) NW OF TWENTY-FIFTH TELEGRAPH POLE W
 FF0635'OF MILEPOST 33, 14.57 METERS (47.8 FEET) N OF N RAIL OF MAIN
 FF0635'TRACK, AND ABOUT 1.7 METERS (6 FEET) BELOW RAIL.
 FF0635'
 FF0635'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FF0635'IN CONCRETE.
 FF0635'
 FF0635'A STANDARD REFERENCE DISK IN CONCRETE, IS 1.9 METERS
 FF0635'(6 FEET) N OF SMALL OAK TREE, 7.6 METERS (25 FEET) W OF SMALL
 FF0635'MAPLE TREE, AND 23.511 METERS (77.14 FEET) FROM STATION,
 FF0635'N 50 DEG 05 MIN W.
 FF0635
 FF0635                          STATION RECOVERY (1920)
 FF0635
 FF0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FF0635'IN 1920 NAME AND DATES 1916, 1920 WERE STAMPED ON STATION MARK.
 FF0635'REFERENCE MARK COULD NOT BE FOUND.  NEW HIGHWAY HAD BEEN
 FF0635'CONSTRUCTED ACROSS REFERENCE MARK SITE.
 FF0635'
 FF0635'ELEVATION OF STATION IS 60.578 METERS (198.746 FEET), OF
 FF0635'REFERENCE MARK 59.639 METERS (195.666 FEET)
 FF0635
 FF0635                          STATION RECOVERY (1935)
 FF0635
 FF0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0635'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS ON
 FF0635'N FENCE LINE BETWEEN RAILROAD AND E-W ROAD AND S OF A 3-DOOR
 FF0635'FLAT-ROOFED CABIN.
 FF0635'
 FF0635'REFERENCE MARK NO. 1 (1916), REPORTED TO BE LOST BY HIGHWAY
 FF0635'CONSTRUCTION IN 1920, WAS RECOVERED IN GOOD CONDITION, 3 INCHES
 FF0635'BELOW GROUND SURFACE, 11 FEET SE OF SE CORNER OF FLAT-ROOFED CABIN
 FF0635'WITH 3 DOORS, 4 FEET SW FROM SW CORNER OF GARDEN FENCE, ABOUT
 FF0635'40 FEET N OF HIGHWAY, 23.51 METERS (77.14 FEET) FROM STATION,
 FF0635'N 50 DEG 06 MIN 39 SEC W.
 FF0635'
 FF0635'REFERENCE MARK NO. 2 (1935) A STANDARD BRONZE DISK SET IN A
 FF0635'14- BY 14- BY 30-INCH CONCRETE PIER IS 3.5 FEET S OF N FENCE
 FF0635'LINE BETWEEN RAILROAD AND E-W HIGHWAY, 42.92 FEET (SLOPE
 FF0635'MEASURE) N OF N RAILROAD RAIL, 15.73 METERS (51.61 FEET)
 FF0635'FROM STATION, S 55 DEG 12 MIN 52 SEC W.
 FF0635'
 FF0635'DISTANCE FROM REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1
 FF0635'IS 24.59 METERS (80.65 FEET), N 11 DEG 58 MIN W.
 FF0635
 FF0635                          STATION RECOVERY (1956)
 FF0635
 FF0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0635'THE STATION IS LOCATED ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0635'RAILROAD ABOUT 0.4 MILE NORTHEAST OF RAILROAD OVERPASS OVER
 FF0635'GRAVEL ROAD AT ROUND POND, 0.15 MILE NORTHEAST OF CROSSING
 FF0635'OF A GRADED ROAD, 48 FEET NORTHWEST OF NORTHWEST RAIL, 30 FEET
 FF0635'SOUTHEAST OF CENTER LINE OF A GRAVEL ROAD PARALLEL TO TRACK,
 FF0635'15-1/2 FEET NORTH-NORTHEAST OF TELEPHONE POLE NO. 1512, 96-1/2
 FF0635'FEET SOUTH AND ACROSS ROAD FROM SOUTH CORNER OF A FRAME CHURCH
 FF0635'BUILDING, 1-1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 FF0635'ABOUT 10 FEET BELOW LEVEL OF TRACK, IN A CONCRETE POST ABOUT
 FF0635'2 INCHES UNDERGROUND AND STAMPED ROUND POND 1916 1920 BM.
 FF0635'NOTE- THE STATION MARK APPEARS TO HAVE BEEN PUSHED SLIGHTLY
 FF0635'NORTHWEST.
 FF0635'
 FF0635'REFERENCE MARK NO. 1 IS 76.87 FEET (23.428 METERS) WEST-NORTHWEST
 FF0635'OF THE STATION, 43 FEET NORTHWEST OF CENTER LINE OF ROAD, 120
 FF0635'FEET NORTHWEST OF NORTHWEST RAIL, 79 FEET WEST-NORTHWEST
 FF0635'OF TELEPHONE POLE NO. 1512, 94-1/2 FEET SOUTHWEST OF SOUTH
 FF0635'CORNER OF CHURCH BUILDING, 38 FEET EAST OF EAST PORCH CORNER
 FF0635'OF A TENANT HOUSE, 77 FEET SOUTHWEST OF A 36-INCH OAK TREE,
 FF0635'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 FF0635'WITH ROAD, IN CONCRETE POST ABOUT 2 INCHES UNDERGROUND AND
 FF0635'STAMPED BM RM 1 BM.
 FF0635'
 FF0635'REFERENCE MARK NO. 2 IS 51.60 FEET (15.728 METERS) SOUTHWEST
 FF0635'OF STATION, 43-1/2 FEET NORTHWEST OF NORTHWEST RAIL, 32 FEET
 FF0635'SOUTHEAST OF CENTER LINE OF ROAD, 37 FEET SOUTHWEST OF TELEPHONE
 FF0635'POLE NO. 1512,73 FEET NORTHEAST OF TELEPHONE POLE NO. 1513,
 FF0635'1-1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0635'2-1/2 FEET ABOVE LEVEL OF ROAD, IN A CONCRETE POST PROJECTING
 FF0635'2 INCHES AND STAMPED ROUND POND RM 2 1916 1920.
 FF0635
 FF0635                          STATION RECOVERY (1956)
 FF0635
 FF0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0635'0.4 MI NE FROM ROUND POND.
 FF0635'ABOUT 0.4 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0635'PACIFIC RAILROAD FROM RAILROAD OVERPASS OVER GRAVEL ROAD AT
 FF0635'ROUND POND, ABOUT 0.15 MILE NORTHEAST OF CROSSING OF A GRADED
 FF0635'ROAD, 48 FEET NORTHWEST OF NORTHWEST RAIL, 30 FEET SOUTHEAST OF
 FF0635'CENTER LINE OF GRAVEL ROAD PARALLEL TO TRACK, 15 1/2 FEET
 FF0635'NORTH-NORTHEAST OF TELEPHONE POLE NO. 1512, 96 1/2 FEET SOUTH
 FF0635'AND ACROSS ROAD FROM THE SOUTH CORNER OF A FRAME CHURCH BUILDING,
 FF0635'51 1/2 FEET NORTHEAST OF RM NO. 2, 1 1/2 FEET NORTHWEST OF A
 FF0635'WHITE WOODEN WITNESS POST, ABOUT 10 FEET BELOW LEVEL OF TRACK
 FF0635'AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.
 FF0635
 FF0635                          STATION RECOVERY (1982)
 FF0635
 FF0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JEB)
 FF0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0636 ***********************************************************************
 FF0636  DESIGNATION -  ROUND POND RM 1
 FF0636  PID         -  FF0636
 FF0636  STATE/COUNTY-  AR/ST FRANCIS
 FF0636  USGS QUAD   -  ROUND POND (1992)
 FF0636
 FF0636                         *CURRENT SURVEY CONTROL
 FF0636  ___________________________________________________________________
 FF0636* NAD 83(1986)-  35 03 46.     (N)    090 36 50.     (W)     SCALED    
 FF0636* NAVD 88     -        59.734  (meters)     195.98   (feet)  ADJUSTED  
 FF0636  ___________________________________________________________________
 FF0636  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0636  DYNAMIC HT  -          59.680 (meters)     195.80  (feet)  COMP
 FF0636  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 FF0636
 FF0636  VERT ORDER  -  FIRST     CLASS II
 FF0636
 FF0636.The horizontal coordinates were scaled from a topographic map and have
 FF0636.an estimated accuracy of +/- 6 seconds.
 FF0636
 FF0636.The orthometric height was determined by differential leveling
 FF0636.and adjusted by the National Geodetic Survey in June 1991..
 FF0636
 FF0636.The geoid height was determined by GEOID03.
 FF0636
 FF0636.The dynamic height is computed by dividing the NAVD 88
 FF0636.geopotential number by the normal gravity value computed on the
 FF0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0636.degrees latitude (g = 980.6199 gals.).
 FF0636
 FF0636.The modeled gravity was interpolated from observed gravity values.
 FF0636
 FF0636;                    North         East    Units  Estimated Accuracy
 FF0636;SPC AR N     -    81,820.      526,430.      MT  (+/- 180 meters Scaled)
 FF0636
 FF0636                          SUPERSEDED SURVEY CONTROL
 FF0636
 FF0636  NGVD 29 (??/??/??)   59.716  (m)          195.92   (f) ADJUSTED    1 2
 FF0636
 FF0636.Superseded values are not recommended for survey control.
 FF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0636.See file dsdata.txt to determine how the superseded data were derived.
 FF0636
 FF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU175826(NAD 83)
 FF0636_MARKER: DR = REFERENCE MARK DISK
 FF0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0636_STAMPING: B M RM 1 B M
 FF0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0636+STABILITY: SURFACE MOTION
 FF0636
 FF0636  HISTORY     - Date     Condition        Report By
 FF0636  HISTORY     - UNK      MONUMENTED       CGS
 FF0636  HISTORY     - 1956     GOOD             CGS
 FF0636  HISTORY     - 19820105 MARK NOT FOUND   USGS
 FF0636
 FF0636                          STATION DESCRIPTION
 FF0636
 FF0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0636'0.4 MI NE FROM ROUND POND.
 FF0636'ABOUT 0.4 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0636'PACIFIC RAILROAD FROM THE RAILROAD OVERPASS OVER A GRAVEL ROAD
 FF0636'AT ROUND POND, 120 FEET NORTHWEST AND ACROSS A GRAVEL ROAD FROM
 FF0636'THE NORTHWEST RAIL, 43 FEET NORTHWEST OF CENTER LINE OF GRAVEL
 FF0636'ROAD, 79 FEET WEST-NORTHWEST AND ACROSS ROAD FROM TELEPHONE POLE
 FF0636'NO. 1512, 77 FEET WEST-NORTHWEST AND ACROSS ROAD FROM STATION
 FF0636'MARK, 80.6 FEET NORTH-NORTHWEST AND ACROSS ROAD FROM RM NO. 2,
 FF0636'94 1/2 FEET SOUTHWEST OF SOUTH CORNER OF A FRAME CHURCH BUILDING,
 FF0636'38 FEET EAST OF EAST CORNER OF PORCH OF A TENANT HOUSE, 77 FEET
 FF0636'SOUTHWEST OF A 36-INCH OAK TREE, 2 FEET NORTHEAST OF A WHITE
 FF0636'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 FF0636'OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.
 FF0636
 FF0636                          STATION RECOVERY (1982)
 FF0636
 FF0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JEB)
 FF0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0634 ***********************************************************************
 FF0634  DESIGNATION -  ROUND POND RM 2
 FF0634  PID         -  FF0634
 FF0634  STATE/COUNTY-  AR/ST FRANCIS
 FF0634  USGS QUAD   -  ROUND POND (1992)
 FF0634
 FF0634                         *CURRENT SURVEY CONTROL
 FF0634  ___________________________________________________________________
 FF0634* NAD 83(1986)-  35 03 45.     (N)    090 36 49.     (W)     SCALED    
 FF0634* NAVD 88     -        60.790  (meters)     199.44   (feet)  ADJUSTED  
 FF0634  ___________________________________________________________________
 FF0634  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0634  DYNAMIC HT  -          60.736 (meters)     199.26  (feet)  COMP
 FF0634  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 FF0634
 FF0634  VERT ORDER  -  FIRST     CLASS II
 FF0634
 FF0634.The horizontal coordinates were scaled from a topographic map and have
 FF0634.an estimated accuracy of +/- 6 seconds.
 FF0634
 FF0634.The orthometric height was determined by differential leveling
 FF0634.and adjusted by the National Geodetic Survey in June 1991..
 FF0634
 FF0634.The geoid height was determined by GEOID03.
 FF0634
 FF0634.The dynamic height is computed by dividing the NAVD 88
 FF0634.geopotential number by the normal gravity value computed on the
 FF0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0634.degrees latitude (g = 980.6199 gals.).
 FF0634
 FF0634.The modeled gravity was interpolated from observed gravity values.
 FF0634
 FF0634;                    North         East    Units  Estimated Accuracy
 FF0634;SPC AR N     -    81,790.      526,460.      MT  (+/- 180 meters Scaled)
 FF0634
 FF0634                          SUPERSEDED SURVEY CONTROL
 FF0634
 FF0634  NGVD 29 (??/??/??)   60.772  (m)          199.38   (f) ADJUSTED    1 2
 FF0634
 FF0634.Superseded values are not recommended for survey control.
 FF0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0634.See file dsdata.txt to determine how the superseded data were derived.
 FF0634
 FF0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU176825(NAD 83)
 FF0634_MARKER: DR = REFERENCE MARK DISK
 FF0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0634_STAMPING: ROUND POND RM 2 1916 1920
 FF0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0634+STABILITY: SURFACE MOTION
 FF0634
 FF0634  HISTORY     - Date     Condition        Report By
 FF0634  HISTORY     - 1920     MONUMENTED       CGS
 FF0634  HISTORY     - 1956     GOOD             CGS
 FF0634  HISTORY     - 19820105 MARK NOT FOUND   USGS
 FF0634
 FF0634                          STATION DESCRIPTION
 FF0634
 FF0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0634'0.4 MI NE FROM ROUND POND.
 FF0634'ABOUT 0.4 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0634'PACIFIC RAILROAD FROM THE RAILROAD OVERPASS OVER GRAVEL ROAD
 FF0634'AT ROUND POND, 43 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 32 FEET
 FF0634'SOUTHEAST OF CENTER LINE OF A GRAVEL ROAD PARALLEL TO TRACK,
 FF0634'37 FEET SOUTHWEST OF TELEPHONE POLE NO. 1512, 73 FEET NORTHEAST
 FF0634'OF TELEPHONE POLE NO. 1513, 1 FOOT NORTHWEST OF THE ROW OF POLES,
 FF0634'140 FEET SOUTH AND ACROSS ROAD FROM THE SOUTH CORNER OF A FRAME
 FF0634'CHURCH BUILDING, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 FF0634'POST, ABOUT 10 FEET BELOW LEVEL OF TRACK, ABOUT 2 1/2 FEET ABOVE
 FF0634'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0634'2 INCHES.
 FF0634
 FF0634                          STATION RECOVERY (1982)
 FF0634
 FF0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JEB)
 FF0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1903 ***********************************************************************
 EJ1903  DESIGNATION -  ROUND RM BRONZE PIN
 EJ1903  PID         -  EJ1903
 EJ1903  STATE/COUNTY-  AR/PERRY
 EJ1903  USGS QUAD   -  PARON (1984)
 EJ1903
 EJ1903                         *CURRENT SURVEY CONTROL
 EJ1903  ___________________________________________________________________
 EJ1903* NAD 83(1997)-  34 50 26.40703(N)    092 45 11.08836(W)     ADJUSTED  
 EJ1903* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 EJ1903  ___________________________________________________________________
 EJ1903  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 EJ1903  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EJ1903
 EJ1903  HORZ ORDER  -  SECOND
 EJ1903
 EJ1903.The horizontal coordinates were established by classical geodetic methods
 EJ1903.and adjusted by the National Geodetic Survey in September 1999..
 EJ1903
 EJ1903.The orthometric height was scaled from a topographic map.
 EJ1903
 EJ1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1903
 EJ1903.The geoid height was determined by GEOID03.
 EJ1903
 EJ1903;                    North         East     Units Scale Factor Converg.
 EJ1903;SPC AR N     -    56,548.683   331,119.030   MT  1.00001951   -0 26 17.6
 EJ1903;SPC AR N     -   185,526.80  1,086,346.35   sFT  1.00001951   -0 26 17.6
 EJ1903;SPC AR S     -   641,386.869   331,119.129   MT  1.00001734   -0 25 17.4
 EJ1903;SPC AR S     - 2,104,283.42  1,086,346.68   sFT  1.00001734   -0 25 17.4
 EJ1903;UTM  15      - 3,855,401.843   522,575.462   MT  0.99960628   +0 08 27.8
 EJ1903
 EJ1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1903!SPC AR N     -   0.99994359  x   1.00001951  =   0.99996310
 EJ1903!SPC AR S     -   0.99994359  x   1.00001734  =   0.99996093
 EJ1903!UTM  15      -   0.99994359  x   0.99960628  =   0.99954989
 EJ1903
 EJ1903                          SUPERSEDED SURVEY CONTROL
 EJ1903
 EJ1903  NAD 83(1986)-  34 50 26.42025(N)    092 45 11.08023(W) AD(       ) 2
 EJ1903  NAD 27      -  34 50 26.09500(N)    092 45 10.48300(W) AD(       ) 2
 EJ1903
 EJ1903.Superseded values are not recommended for survey control.
 EJ1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1903.See file dsdata.txt to determine how the superseded data were derived.
 EJ1903
 EJ1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2257555402(NAD 83)
 EJ1903_MARKER: Z = SEE DESCRIPTION
 EJ1903_SETTING: 80 = SET IN A BOULDER
 EJ1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1903+STABILITY: SURFACE MOTION
 EJ1903
 EJ1903  HISTORY     - Date     Condition        Report By
 EJ1903  HISTORY     - 1940     MONUMENTED       CGS
 EJ1903
 EJ1903                          STATION DESCRIPTION
 EJ1903
 EJ1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ1903'SEE STATION ROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1946 ***********************************************************************
 EJ1946  DESIGNATION -  ROVER
 EJ1946  PID         -  EJ1946
 EJ1946  STATE/COUNTY-  AR/YELL
 EJ1946  USGS QUAD   -  ROVER (1968)
 EJ1946
 EJ1946                         *CURRENT SURVEY CONTROL
 EJ1946  ___________________________________________________________________
 EJ1946* NAD 83(1997)-  34 56 47.35422(N)    093 24 19.02260(W)     ADJUSTED  
 EJ1946* NAVD 88     -       120.43   (+/-2cm)     395.1    (feet)  VERTCON   
 EJ1946  ___________________________________________________________________
 EJ1946  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 EJ1946  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EJ1946
 EJ1946  HORZ ORDER  -  THIRD
 EJ1946  VERT ORDER  -  THIRD ? (See Below)
 EJ1946
 EJ1946.The horizontal coordinates were established by classical geodetic methods
 EJ1946.and adjusted by the National Geodetic Survey in September 1999..
 EJ1946
 EJ1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1946.The vertical order pertains to the NGVD 29 superseded value.
 EJ1946
 EJ1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1946
 EJ1946.The geoid height was determined by GEOID03.
 EJ1946
 EJ1946;                    North         East     Units Scale Factor Converg.
 EJ1946;SPC AR N     -    68,940.778   271,635.415   MT  0.99999744   -0 49 03.8
 EJ1946;SPC AR N     -   226,183.20    891,190.52   sFT  0.99999744   -0 49 03.8
 EJ1946;UTM  15      - 3,867,183.707   462,992.992   MT  0.99961688   -0 13 55.8
 EJ1946
 EJ1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1946!SPC AR N     -   0.99998571  x   0.99999744  =   0.99998315
 EJ1946!UTM  15      -   0.99998571  x   0.99961688  =   0.99960260
 EJ1946
 EJ1946|---------------------------------------------------------------------|
 EJ1946| PID    Reference Object                     Distance      Geod. Az  |
 EJ1946|                                                           dddmmss.s |
 EJ1946| CX6195 ROVER RM 1                           23.161 METERS 00818     |
 EJ1946| CX6197 ROVER RM 3                           27.331 METERS 09721     |
 EJ1946| CX6194 ROVER AZ MK                                        2564440.8 |
 EJ1946| CX6196 ROVER RM 2                            8.916 METERS 25710     |
 EJ1946|---------------------------------------------------------------------|
 EJ1946
 EJ1946                          SUPERSEDED SURVEY CONTROL
 EJ1946
 EJ1946  NAD 83(1997)-  34 56 47.36515(N)    093 24 19.01815(W) AD(       ) 3
 EJ1946  NAD 83(1986)-  34 56 47.36563(N)    093 24 19.01632(W) AD(       ) 3
 EJ1946  NAD 27      -  34 56 47.03510(N)    093 24 18.34120(W) AD(       ) 3
 EJ1946  NGVD 29 (07/19/86)  120.39   (m)          395.0    (f) LEVELING    3  
 EJ1946
 EJ1946.Superseded values are not recommended for survey control.
 EJ1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1946.See file dsdata.txt to determine how the superseded data were derived.
 EJ1946
 EJ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6299367184(NAD 83)
 EJ1946_MARKER: DS = TRIANGULATION STATION DISK
 EJ1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1946
 EJ1946  HISTORY     - Date     Condition        Report By
 EJ1946  HISTORY     - 1956     MONUMENTED       CGS
 EJ1946  HISTORY     - 1960     GOOD             CGS
 EJ1946  HISTORY     - 1966     GOOD             CGS
 EJ1946
 EJ1946                          STATION DESCRIPTION
 EJ1946
 EJ1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1946'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAYS
 EJ1946'27 AND 28 IN THE SMALL VILLAGE OF ROVER, IN THE NORTHWEST
 EJ1946'CORNER OF THE YARD OF THE ROVER BAPTIST CHURCH.  IT IS 0.05
 EJ1946'MILE EAST OF THE POINT WHERE THE TWO HIGHWAYS FORK IN THE
 EJ1946'WEST EDGE OF TOWN.
 EJ1946'
 EJ1946'THE STATION MARK, STAMPED ROVER 1956, IS A STANDARD BRONZE
 EJ1946'DISK SET IN A SQUARE CONCRETE BLOCK WHICH IS FLUSH WITH THE
 EJ1946'SURFACE OF THE GROUND.  IT IS 89 FEET NORTHWEST OF THE NORTHWEST
 EJ1946'CORNER OF THE CHURCH AND 33 FEET SOUTH OF THE CENTERLINE
 EJ1946'OF THE HIGHWAY.
 EJ1946'
 EJ1946'REFERENCE MARK 1, STAMPED ROVER NO 1 1956, IS A STANDARD
 EJ1946'BRONZE DISK SET IN A CONCRETE CYLINDER WHICH PROJECTS 4
 EJ1946'INCHES.  IT IS 33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 EJ1946'AND 5 FEET SOUTH OF A TELEPHONE POLE.
 EJ1946'
 EJ1946'REFERENCE MARK 2, STAMPED ROVER NO 2 1956, IS A STANDARD
 EJ1946'BRONZE DISK SET IN A CONCRETE CYLINDER WHICH PROJECTS 4
 EJ1946'INCHES.  IT IS 31 FEET SOUTH OF THE CENTERLINE OF THE
 EJ1946'HIGHWAY AND 1 FOOT NORTH OF A FENCE.
 EJ1946'
 EJ1946'THE AZIMUTH MARK, STAMPED ROVER 1956, IS A STANDARD BRONZE
 EJ1946'DISK SET IN A CONCRETE CYLINDER WHICH PROJECTS 4 INCHES.  IT
 EJ1946'IS 34 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 28 AND 3
 EJ1946'FEET SOUTHWEST OF A TELEPHONE POLE.
 EJ1946'
 EJ1946'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 EJ1946'27 AND 28 IN THE WEST EDGE OF TOWN, GO WEST ON HIGHWAY 28
 EJ1946'FOR 0.25 MILE TO THE MARK ON RIGHT.
 EJ1946
 EJ1946                          STATION RECOVERY (1960)
 EJ1946
 EJ1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 EJ1946'THE STATION WAS VISITED 7-13-60 AND ALL MARKS WERE FOUND
 EJ1946'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 EJ1946'
 EJ1946'THE STATION IS LOCATED ON THE RIGHT-OF-WAYS OF STATE HIGHWAY
 EJ1946'27 AND 28 IN THE VILLAGE OF ROVER, AT THE NORTHWEST CORNER
 EJ1946'OF THE CHURCH YARD OF THE ROVER BAPTIST CHURCH, 100 PACES
 EJ1946'EAST OF THE INTERSECTION OF STATE HIGHWAYS 27 AND 28, 89
 EJ1946'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BAPTIST CHURCH,
 EJ1946'103 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE
 EJ1946'NORTH OF THE HIGHWAY, 80 FEET WEST OF THE PROJECTED PLANE OF
 EJ1946'THE WEST WALL OF THE CHURCH, 33 FEET SOUTH OF THE CENTERLINE
 EJ1946'OF STATE HIGHWAYS 27 AND 28, 14 FEET WEST OF TWO LARGE OAK
 EJ1946'TREES, AND 22 FEET EAST OF A TELEPHONE POLE.  IT IS A
 EJ1946'STANDARD DISK STAMPED ROVER 1956, FLUSH WITH THE GROUND.
 EJ1946'
 EJ1946'REFERENCE MARK NO. 1 IS 76 FEET NORTH OF THE STATION, 32
 EJ1946'FEET NORTH OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTH OF
 EJ1946'A TELEPHONE POLE, 78 FEET SOUTHEAST OF THE CENTER OF A WELL
 EJ1946'AT THE NORTHEAST CORNER OF THE HOUSE, AND 84 FEET EAST OF THE
 EJ1946'SOUTHEAST CORNER OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED
 EJ1946'ROVER NO 1 1956, FLUSH WITH THE GROUND.
 EJ1946'
 EJ1946'REFERENCE MARK NO. 2 IS 29.25 FEET WEST OF THE STATION, 30 FEET
 EJ1946'SOUTH OF THE CENTERLINE OF THE HIGHWAYS, 1 FOOT NORTH OF A FENCE
 EJ1946'LINE, 6.5 FEET WEST OF A TELEPHONE POLE, 6.5 FEET WEST OF
 EJ1946'A FENCE CORNER, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 EJ1946'IT IS A STANDARD DISK, STAMPED ROVER NO 2 1956, PROJECTING
 EJ1946'2 INCHES.
 EJ1946'
 EJ1946'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION AT THE
 EJ1946'INSIDE OF THE FIRST CURVE WEST OF THE STATION, 4 FEET SOUTHWEST
 EJ1946'OF A POWER POLE, 75 FEET NORTH AND ACROSS THE HIGHWAY FROM
 EJ1946'A GUYED POWER POLE, 44 FEET SOUTHEAST OF THE RUINS OF AN OLD
 EJ1946'CHIMNEY, AND 1 FOOT NORTH OF A WITNESS POST.  IT IS A STANDARD
 EJ1946'DISK, STAMPED ROVER 1956, PROJECTING 4 INCHES.
 EJ1946
 EJ1946                          STATION RECOVERY (1966)
 EJ1946
 EJ1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EJ1946'THE STATION WAS VISITED 10-26-66 AND STATION MARK, AZIMUTH
 EJ1946'MARK, AND RM NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 EJ1946'IT WAS REQUESTED BY THE CHURCH THAT RM NO. 2 BE MOVED.  THIS
 EJ1946'WAS DONE BY ESTABLISHING RM NO. 3 AT THIS DATE.  A NEW
 EJ1946'DESCRIPTION FOLLOWS.
 EJ1946'
 EJ1946'THE STATION IS LOCATED IN THE COMMUNITY OF ROVER, ON THE
 EJ1946'RIGHT-OF-WAY OF STATE HIGHWAY 27 AND 28, 100 PACES EAST
 EJ1946'OF THE INTERSECTION OF STATE HIGHWAYS 27 AND 28 AT THE NORTHWEST
 EJ1946'CORNER OF THE ROVER BAPTIST CHURCH.  THE STATION IS 105 FT.
 EJ1946'SE OF THE SOUTHEAST CORNER OF THE CHIMNEY ON THE E SIDE OF
 EJ1946'HOUSE NORTH OF HIGHWAY, 89 FT. NW OF NORTHWEST CORNER OF ROVER
 EJ1946'BAPTIST CHURCH, 81 FT. W OF PROJECTED PLANE OF W WALL OF
 EJ1946'THE CHURCH, 33.6FT. S OF THE CENTERLINE OF THE HIGHWAY,
 EJ1946'14 FT. W OF TWO LARGE OAK TREES, 20 FT. E OF A POWER POLE,
 EJ1946'43.4 FT. NNE OF NORTHWEST CORNER OF THE CHURCH PARSONAGE.
 EJ1946'IT IS A STANDARD DISTK STAMPED ROVER 1956, FLUSH WITH THE
 EJ1946'GROUND.
 EJ1946'
 EJ1946'REFERENCE MARK NO. 1 IS 76 FT. NNE OF STATION, 30 FT. N OF THE
 EJ1946'CENTER LINE OF ROAD, 5 FT. S OF TELEPHONE POLE, 77 FT. SE OF
 EJ1946'THE CENTER OF THE WELL AT THE NORTHEAST CORNER OF THE HOUSE,
 EJ1946'81 FT. E OF THE SOUTHEAST CORNER OF THE HOUSE.
 EJ1946'IT IS A STANDARD DISK STAMPED ROVER NO. 1 1956, FLUSH WITH
 EJ1946'THE GROUND.
 EJ1946'
 EJ1946'REFERENCE MARK NO. 3 IS 89.67 FT. ESE OF STATION, 36.6 FT. N
 EJ1946'OF THE CENTERLINE OF FRONT DOOR OF CHURCH, 83 FT. S OF THE
 EJ1946'CENTERLINE OF STATE HIGHWAYS 27 AND 28,28.4FT. N OF NORTH
 EJ1946'EDGE OF BOTTOM STEP OF CHURCH, 6-INCHES EAST OF WEST EDGE
 EJ1946'OF SIDE WALK.  IT IS A STANDARD DISK STAMPED ROVER 1956
 EJ1946'NO. 3 1966, SET IN A DRILL HOLE FLUSH WITH TOP OF SIDE WALK.
 EJ1946'
 EJ1946'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION AT THE
 EJ1946'INSIDE OF THE FIRST CURVE WEST OF STATION, 34 FT. N OF THE
 EJ1946'CENTERLINE OF ROAD, 75 FT. N OF A GUYED POWER POLE ON SOUTH
 EJ1946'SIDE OF RAOD, 4 FT. SW OF A POWER POLE, 1 FOOT NORTH OF
 EJ1946'A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED ROVER 1956,
 EJ1946'PROJECTING 4 INCHES.
 EJ1946'
 EJ1946'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ROVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1929 ***********************************************************************
 EJ1929  DESIGNATION -  ROYAL
 EJ1929  PID         -  EJ1929
 EJ1929  STATE/COUNTY-  AR/GARLAND
 EJ1929  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1929
 EJ1929                         *CURRENT SURVEY CONTROL
 EJ1929  ___________________________________________________________________
 EJ1929* NAD 83(1997)-  34 30 33.05351(N)    093 16 11.42669(W)     ADJUSTED  
 EJ1929* NAVD 88     -       175.7    (meters)     576.     (feet)  VERTCON   
 EJ1929  ___________________________________________________________________
 EJ1929  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 EJ1929  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EJ1929
 EJ1929  HORZ ORDER  -  THIRD
 EJ1929
 EJ1929.The horizontal coordinates were established by classical geodetic methods
 EJ1929.and adjusted by the National Geodetic Survey in September 1999..
 EJ1929
 EJ1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1929
 EJ1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1929
 EJ1929.The geoid height was determined by GEOID03.
 EJ1929
 EJ1929;                    North         East     Units Scale Factor Converg.
 EJ1929;SPC AR S     -   605,083.953   283,399.142   MT  0.99995271   -0 42 38.6
 EJ1929;SPC AR S     - 1,985,179.60    929,785.35   sFT  0.99995271   -0 42 38.6
 EJ1929;UTM  15      - 3,818,648.407   475,230.427   MT  0.99960756   -0 09 10.4
 EJ1929
 EJ1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1929!SPC AR S     -   0.99997677  x   0.99995271  =   0.99992948
 EJ1929!UTM  15      -   0.99997677  x   0.99960756  =   0.99958434
 EJ1929
 EJ1929|---------------------------------------------------------------------|
 EJ1929| PID    Reference Object                     Distance      Geod. Az  |
 EJ1929|                                                           dddmmss.s |
 EJ1929| CX6202 ROYAL RM 2                            9.848 METERS 06111     |
 EJ1929| CX6200 ROYAL AZ MK                                        2902037.3 |
 EJ1929| CX6201 ROYAL RM 1                           10.062 METERS 35452     |
 EJ1929|---------------------------------------------------------------------|
 EJ1929
 EJ1929                          SUPERSEDED SURVEY CONTROL
 EJ1929
 EJ1929  NAD 83(1997)-  34 30 33.06405(N)    093 16 11.41939(W) AD(       ) 3
 EJ1929  NAD 83(1986)-  34 30 33.06417(N)    093 16 11.41914(W) AD(       ) 3
 EJ1929  NAD 27      -  34 30 32.75330(N)    093 16 10.74620(W) AD(       ) 3
 EJ1929  NGVD 29 (07/19/86)  175.7    (m)          576.     (f) VERT ANG       
 EJ1929
 EJ1929.Superseded values are not recommended for survey control.
 EJ1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1929.See file dsdata.txt to determine how the superseded data were derived.
 EJ1929
 EJ1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7523018648(NAD 83)
 EJ1929_MARKER: DS = TRIANGULATION STATION DISK
 EJ1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1929
 EJ1929  HISTORY     - Date     Condition        Report By
 EJ1929  HISTORY     - 1956     MONUMENTED       CGS
 EJ1929
 EJ1929                          STATION DESCRIPTION
 EJ1929
 EJ1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1929'THE STATION IS ON THE RIGHT-OF-WAY OF U.S.HIGHWAY 270.
 EJ1929'ABOUT 12-1/2 MILES WEST OF HOT SPRINGS, ABOUT 4 MILES EAST
 EJ1929'OF CRYSTAL SPRINGS, ABOUT 1.7 MILES WEST OF ROYAL AND ABOUT
 EJ1929'200 FEET WEST OF A LARGE PINE, WITH A TRIANGLE BLAZE.
 EJ1929'
 EJ1929'TO REACH THE STATION FROM THE POST OFFICE IN ROYAL, GO WEST
 EJ1929'ON U.S.HIGHWAY 270 FOR 1.7 MILES TO THE STATION ON THE
 EJ1929'RIGHT, NORTH.
 EJ1929'
 EJ1929'THE STATION IS A STANDARD DISK STAMPED ROYAL 1956.  IT IS
 EJ1929'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 EJ1929'THE GROUND.  THE MARK IS 49 FEET NORTH OF THE CENTERLINE
 EJ1929'OF THE HIGHWAY, 10 FEET SOUTH OF A WIRE FENCE AND 5 FEET
 EJ1929'NORTHWEST OF A WHITE WITNESS POST.
 EJ1929'
 EJ1929'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ROYAL NO 1 1956.
 EJ1929'IT IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 EJ1929'FLUSH WITH THE TOP OF THE GROUND.  THE MARK IS IN PASTURE
 EJ1929'LAND 17 FEET NORTH OF A WIRE FENCE.
 EJ1929'
 EJ1929'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROYAL NO 2 1956.
 EJ1929'IT IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 EJ1929'FLUSH WITH THE GROUND.  THE MARK IS IN PASTURE LAND 17 FEET
 EJ1929'NORTH OF A WIRE FENCE.
 EJ1929'
 EJ1929'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROYAL 1956.  IT
 EJ1929'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 EJ1929'WITH THE GROUND.  THE MARK IS ON THE RIGHT-OF-WAY OF THE
 EJ1929'HIGHWAY, 47.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EJ1929'3 FEET NORTH OF A WIRE FENCE, 3 FEET SOUTH OF A WHITE WITNESS
 EJ1929'POST AND 0.2 MILE WEST OF THE STATION.
 EJ1929'
 EJ1929'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 EJ1929'HIGHWAY 270 FOR 0.2 MILE TO THE MARK ON THE LEFT, SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1120 ***********************************************************************
 DL1120  DESIGNATION -  RR 342
 DL1120  PID         -  DL1120
 DL1120  STATE/COUNTY-  AR/MILLER
 DL1120  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1120
 DL1120                         *CURRENT SURVEY CONTROL
 DL1120  ___________________________________________________________________
 DL1120* NAD 83(1986)-  33 09 36.     (N)    093 50 18.     (W)     SCALED    
 DL1120* NAVD 88     -        61.337  (meters)     201.24   (feet)  ADJUSTED  
 DL1120  ___________________________________________________________________
 DL1120  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1120  DYNAMIC HT  -          61.270 (meters)     201.02  (feet)  COMP
 DL1120  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 DL1120
 DL1120  VERT ORDER  -  FIRST     CLASS I
 DL1120
 DL1120.The horizontal coordinates were scaled from a topographic map and have
 DL1120.an estimated accuracy of +/- 6 seconds.
 DL1120
 DL1120.The orthometric height was determined by differential leveling
 DL1120.and adjusted by the National Geodetic Survey in June 1991..
 DL1120
 DL1120.The geoid height was determined by GEOID03.
 DL1120
 DL1120.The dynamic height is computed by dividing the NAVD 88
 DL1120.geopotential number by the normal gravity value computed on the
 DL1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1120.degrees latitude (g = 980.6199 gals.).
 DL1120
 DL1120.The modeled gravity was interpolated from observed gravity values.
 DL1120
 DL1120;                    North         East    Units  Estimated Accuracy
 DL1120;SPC AR S     -   456,260.      228,520.      MT  (+/- 180 meters Scaled)
 DL1120
 DL1120                          SUPERSEDED SURVEY CONTROL
 DL1120
 DL1120  NGVD 29 (??/??/??)   61.366  (m)          201.33   (f) ADJUSTED    1 1
 DL1120
 DL1120.Superseded values are not recommended for survey control.
 DL1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1120.See file dsdata.txt to determine how the superseded data were derived.
 DL1120
 DL1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218693(NAD 83)
 DL1120_MARKER: DD = SURVEY DISK
 DL1120_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DL1120_SP_SET: NRC PRESSED 40 FEET
 DL1120_STAMPING: PBM RR MILE 342
 DL1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1120
 DL1120  HISTORY     - Date     Condition        Report By
 DL1120  HISTORY     - 1977     MONUMENTED       USE
 DL1120  HISTORY     - 1977     GOOD             NGS
 DL1120
 DL1120                          STATION DESCRIPTION
 DL1120
 DL1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1120'8.6 MI NE FROM DODDRIDGE.
 DL1120'4.4 MILES NORTH ON U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1120'STATE HIGHWAY 160 AT DODDRIDGE, THENCE 3.6 MILES NORTHEAST
 DL1120'ON GRAVEL ROAD TO A ASPHALT ROAD, THENCE 0.6 MILE EAST, CROSSING
 DL1120'BELOH BRIDGE OVER MCKINNEY BAYOU, ABOUT 200 FEET SOUTHEAST
 DL1120'OF THE EAST END OF BRIDGE, 101 FEET SOUTH OF CENTER OF ROAD,
 DL1120'SET IN THE EDGE OF FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1132 ***********************************************************************
 DL1132  DESIGNATION -  RR 352
 DL1132  PID         -  DL1132
 DL1132  STATE/COUNTY-  AR/MILLER
 DL1132  USGS QUAD   -  CANFIELD (1975)
 DL1132
 DL1132                         *CURRENT SURVEY CONTROL
 DL1132  ___________________________________________________________________
 DL1132* NAD 83(1986)-  33 13 14.     (N)    093 44 23.     (W)     SCALED    
 DL1132* NAVD 88     -        66.910  (meters)     219.52   (feet)  ADJUSTED  
 DL1132  ___________________________________________________________________
 DL1132  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DL1132  DYNAMIC HT  -          66.838 (meters)     219.28  (feet)  COMP
 DL1132  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 DL1132
 DL1132  VERT ORDER  -  FIRST     CLASS I
 DL1132
 DL1132.The horizontal coordinates were scaled from a topographic map and have
 DL1132.an estimated accuracy of +/- 6 seconds.
 DL1132
 DL1132.The orthometric height was determined by differential leveling
 DL1132.and adjusted by the National Geodetic Survey in June 1991..
 DL1132
 DL1132.The geoid height was determined by GEOID03.
 DL1132
 DL1132.The dynamic height is computed by dividing the NAVD 88
 DL1132.geopotential number by the normal gravity value computed on the
 DL1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1132.degrees latitude (g = 980.6199 gals.).
 DL1132
 DL1132.The modeled gravity was interpolated from observed gravity values.
 DL1132
 DL1132;                    North         East    Units  Estimated Accuracy
 DL1132;SPC AR S     -   462,810.      237,830.      MT  (+/- 180 meters Scaled)
 DL1132
 DL1132                          SUPERSEDED SURVEY CONTROL
 DL1132
 DL1132  NGVD 29 (??/??/??)   66.939  (m)          219.62   (f) ADJUSTED    1 1
 DL1132
 DL1132.Superseded values are not recommended for survey control.
 DL1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1132.See file dsdata.txt to determine how the superseded data were derived.
 DL1132
 DL1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS310759(NAD 83)
 DL1132_MARKER: P = PIPE CAP
 DL1132_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DL1132_SP_SET: 45 FOOT CASE MARK
 DL1132_STAMPING: PBM RR MILE 352
 DL1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1132
 DL1132  HISTORY     - Date     Condition        Report By
 DL1132  HISTORY     - 1977     MONUMENTED       USE
 DL1132  HISTORY     - 1977     GOOD             NGS
 DL1132
 DL1132                          STATION DESCRIPTION
 DL1132
 DL1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1132'15.4 MI SW FROM GARLAND.
 DL1132'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1132'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1132'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1132'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO
 DL1132'A T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG A GRAVEL
 DL1132'ROAD TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD
 DL1132'TO A T JUNCTION, THENCE 3.7 MILES EAST AND SOUTHERLY TO A
 DL1132'T JUNCTION, THENCE 1.1 MILES SOUTH ALONG A GRAVEL ROAD TO
 DL1132'A SHARP CURVE IN ROAD, 300 FEET NORTH OF A METAL BARN, 120
 DL1132'FEET WEST OF TOE OF LEVEE, AND 7 FEET SOUTH OF A FENCE.
 DL1132'A PIPE CAP SCREWED ON A 1 INCH PIPE WHICH IS PRESSED TO A DEPTH
 DL1132'OF 45 FEET AND PROTECTED BY A 4 INCH PIPE PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1142 ***********************************************************************
 DL1142  DESIGNATION -  RR 362
 DL1142  PID         -  DL1142
 DL1142  STATE/COUNTY-  AR/MILLER
 DL1142  USGS QUAD   -  GARLAND (1975)
 DL1142
 DL1142                         *CURRENT SURVEY CONTROL
 DL1142  ___________________________________________________________________
 DL1142* NAD 83(1986)-  33 17 05.     (N)    093 41 52.     (W)     SCALED    
 DL1142* NAVD 88     -        68.203  (meters)     223.76   (feet)  ADJUSTED  
 DL1142  ___________________________________________________________________
 DL1142  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL1142  DYNAMIC HT  -          68.130 (meters)     223.52  (feet)  COMP
 DL1142  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 DL1142
 DL1142  VERT ORDER  -  FIRST     CLASS I
 DL1142
 DL1142.The horizontal coordinates were scaled from a topographic map and have
 DL1142.an estimated accuracy of +/- 6 seconds.
 DL1142
 DL1142.The orthometric height was determined by differential leveling
 DL1142.and adjusted by the National Geodetic Survey in June 1991..
 DL1142
 DL1142.The geoid height was determined by GEOID03.
 DL1142
 DL1142.The dynamic height is computed by dividing the NAVD 88
 DL1142.geopotential number by the normal gravity value computed on the
 DL1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1142.degrees latitude (g = 980.6199 gals.).
 DL1142
 DL1142.The modeled gravity was interpolated from observed gravity values.
 DL1142
 DL1142;                    North         East    Units  Estimated Accuracy
 DL1142;SPC AR S     -   469,860.      241,860.      MT  (+/- 180 meters Scaled)
 DL1142
 DL1142                          SUPERSEDED SURVEY CONTROL
 DL1142
 DL1142  NGVD 29 (??/??/??)   68.233  (m)          223.86   (f) ADJUSTED    1 1
 DL1142
 DL1142.Superseded values are not recommended for survey control.
 DL1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1142.See file dsdata.txt to determine how the superseded data were derived.
 DL1142
 DL1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS350830(NAD 83)
 DL1142_MARKER: P = PIPE CAP
 DL1142_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DL1142_SP_SET: 41 FOOT CASE MARK
 DL1142_STAMPING: PBM RR MILE 362
 DL1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1142
 DL1142  HISTORY     - Date     Condition        Report By
 DL1142  HISTORY     - 1977     MONUMENTED       USE
 DL1142  HISTORY     - 1977     GOOD             NGS
 DL1142
 DL1142                          STATION DESCRIPTION
 DL1142
 DL1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1142'6.8 MI SE FROM GARLAND.
 DL1142'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1142'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1142'GRAVEL ROAD PARALLELING LEVEE, THENCE 1.4 MILES SOUTHEAST ALONG
 DL1142'TOP OF LEVEE, 59 FEET NORTH OF CENTER OF TOP OF LEVEE, 45 FEET
 DL1142'EAST OF A LARGE PECAN TREE WITH A TRIANGLE BLAZE ON SOUTH SIDE,
 DL1142'AND SET 33 FEET EAST OF BENCH MARK H 258.
 DL1142'A PIPE CAP SCREWED ON A 1 INCH PIPE WHICH IS PRESSED TO A DEPTH
 DL1142'OF 41 FEET AND PROTECTED BY A 4 INCH PIPE PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1149 ***********************************************************************
 DL1149  DESIGNATION -  RR 372
 DL1149  PID         -  DL1149
 DL1149  STATE/COUNTY-  AR/MILLER
 DL1149  USGS QUAD   -  GARLAND (1975)
 DL1149
 DL1149                         *CURRENT SURVEY CONTROL
 DL1149  ___________________________________________________________________
 DL1149* NAD 83(1986)-  33 21 28.     (N)    093 42 36.     (W)     SCALED    
 DL1149* NAVD 88     -        71.528  (meters)     234.67   (feet)  ADJUSTED  
 DL1149  ___________________________________________________________________
 DL1149  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1149  DYNAMIC HT  -          71.452 (meters)     234.42  (feet)  COMP
 DL1149  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DL1149
 DL1149  VERT ORDER  -  FIRST     CLASS I
 DL1149
 DL1149.The horizontal coordinates were scaled from a topographic map and have
 DL1149.an estimated accuracy of +/- 6 seconds.
 DL1149
 DL1149.The orthometric height was determined by differential leveling
 DL1149.and adjusted by the National Geodetic Survey in June 1991..
 DL1149
 DL1149.The geoid height was determined by GEOID03.
 DL1149
 DL1149.The dynamic height is computed by dividing the NAVD 88
 DL1149.geopotential number by the normal gravity value computed on the
 DL1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1149.degrees latitude (g = 980.6199 gals.).
 DL1149
 DL1149.The modeled gravity was interpolated from observed gravity values.
 DL1149
 DL1149;                    North         East    Units  Estimated Accuracy
 DL1149;SPC AR S     -   477,980.      240,850.      MT  (+/- 180 meters Scaled)
 DL1149
 DL1149                          SUPERSEDED SURVEY CONTROL
 DL1149
 DL1149  NGVD 29 (??/??/??)   71.559  (m)          234.77   (f) ADJUSTED    1 1
 DL1149
 DL1149.Superseded values are not recommended for survey control.
 DL1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1149.See file dsdata.txt to determine how the superseded data were derived.
 DL1149
 DL1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS339911(NAD 83)
 DL1149_MARKER: P = PIPE CAP
 DL1149_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DL1149_SP_SET: 49 FOOT CASE MARK
 DL1149_STAMPING: PBM RR MILE 372
 DL1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1149
 DL1149  HISTORY     - Date     Condition        Report By
 DL1149  HISTORY     - 1977     MONUMENTED       USE
 DL1149  HISTORY     - 1977     GOOD             NGS
 DL1149
 DL1149                          STATION DESCRIPTION
 DL1149
 DL1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1149'IN GARLAND.
 DL1149'ABOUT 200 FEET NORTHWEST OF THE NORTHWEST END OF US HIGHWAY 82
 DL1149'BRIDGE ACROSS THE RED RIVER, ABOUT 150 YARDS SOUTHEAST OF THE
 DL1149'JUNCTION OF US HIGHWAY 82 AND STATE HIGHWAY 134, 98 FEET NORTH-
 DL1149'EAST OF THE CENTER OF US HIGHWAY 82 AND 39 FEET WEST OF THE
 DL1149'CENTER LINE OF A PAVED STREET LEADING NORTH.
 DL1149'A PIPE CAP SCREWED ON A 1 INCH PIPE WHICH IS PRESSED TO A DEPTH
 DL1149'OF 49 FEET AND PROTECTED BY A 4 INCH PIPE PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1156 ***********************************************************************
 DL1156  DESIGNATION -  RR 382
 DL1156  PID         -  DL1156
 DL1156  STATE/COUNTY-  AR/MILLER
 DL1156  USGS QUAD   -  BOYD HILL (1975)
 DL1156
 DL1156                         *CURRENT SURVEY CONTROL
 DL1156  ___________________________________________________________________
 DL1156* NAD 83(1986)-  33 25 23.     (N)    093 44 42.     (W)     SCALED    
 DL1156* NAVD 88     -        72.619  (meters)     238.25   (feet)  ADJUSTED  
 DL1156  ___________________________________________________________________
 DL1156  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DL1156  DYNAMIC HT  -          72.542 (meters)     238.00  (feet)  COMP
 DL1156  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 DL1156
 DL1156  VERT ORDER  -  FIRST     CLASS I
 DL1156
 DL1156.The horizontal coordinates were scaled from a topographic map and have
 DL1156.an estimated accuracy of +/- 6 seconds.
 DL1156
 DL1156.The orthometric height was determined by differential leveling
 DL1156.and adjusted by the National Geodetic Survey in June 1991..
 DL1156
 DL1156.The geoid height was determined by GEOID03.
 DL1156
 DL1156.The dynamic height is computed by dividing the NAVD 88
 DL1156.geopotential number by the normal gravity value computed on the
 DL1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1156.degrees latitude (g = 980.6199 gals.).
 DL1156
 DL1156.The modeled gravity was interpolated from observed gravity values.
 DL1156
 DL1156;                    North         East    Units  Estimated Accuracy
 DL1156;SPC AR S     -   485,280.      237,720.      MT  (+/- 180 meters Scaled)
 DL1156
 DL1156                          SUPERSEDED SURVEY CONTROL
 DL1156
 DL1156  NGVD 29 (??/??/??)   72.645  (m)          238.34   (f) ADJUSTED    1 1
 DL1156
 DL1156.Superseded values are not recommended for survey control.
 DL1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1156.See file dsdata.txt to determine how the superseded data were derived.
 DL1156
 DL1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS307984(NAD 83)
 DL1156_MARKER: Z = SEE DESCRIPTION
 DL1156_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DL1156_SP_SET: 47 FOOT CASE MARK
 DL1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1156
 DL1156  HISTORY     - Date     Condition        Report By
 DL1156  HISTORY     - 1977     MONUMENTED       USE
 DL1156  HISTORY     - 1977     GOOD             NGS
 DL1156
 DL1156                          STATION DESCRIPTION
 DL1156
 DL1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1156'1.0 MI NORTH FROM BECK.
 DL1156'1.0 MILE NORTH ALONG STATE HIGHWAY 296 FROM THE JUNCTION OF US
 DL1156'HIGHWAY 82 AT BECK, 67 FEET SOUTH OF TOP OF LEVEE, 40 FEET NORTH
 DL1156'OF CENTER OF ROAD, 22 FEET WEST OF THE CENTER OF A METAL GATE AT
 DL1156'TOE OF LEVEE, 12 FEET WEST OF A FENCE CORNER AND 3 FEET SOUTH OF
 DL1156'A FENCE AT TOE OF LEVEE.
 DL1156'A PIPE CAP SCREWED ON A 1 INCH PIPE WHICH IS PRESSED TO A DEPTH
 DL1156'OF 47 FEET AND PROTECTED BY A 4 INCH PIPE PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1175 ***********************************************************************
 DL1175  DESIGNATION -  RR 402
 DL1175  PID         -  DL1175
 DL1175  STATE/COUNTY-  AR/MILLER
 DL1175  USGS QUAD   -  FULTON (1975)
 DL1175
 DL1175                         *CURRENT SURVEY CONTROL
 DL1175  ___________________________________________________________________
 DL1175* NAD 83(1986)-  33 36 20.     (N)    093 48 56.     (W)     SCALED    
 DL1175* NAVD 88     -        79.155  (meters)     259.69   (feet)  ADJUSTED  
 DL1175  ___________________________________________________________________
 DL1175  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL1175  DYNAMIC HT  -          79.072 (meters)     259.42  (feet)  COMP
 DL1175  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 DL1175
 DL1175  VERT ORDER  -  FIRST     CLASS I
 DL1175
 DL1175.The horizontal coordinates were scaled from a topographic map and have
 DL1175.an estimated accuracy of +/- 6 seconds.
 DL1175
 DL1175.The orthometric height was determined by differential leveling
 DL1175.and adjusted by the National Geodetic Survey in June 1991..
 DL1175
 DL1175.The geoid height was determined by GEOID03.
 DL1175
 DL1175.The dynamic height is computed by dividing the NAVD 88
 DL1175.geopotential number by the normal gravity value computed on the
 DL1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1175.degrees latitude (g = 980.6199 gals.).
 DL1175
 DL1175.The modeled gravity was interpolated from observed gravity values.
 DL1175
 DL1175;                    North         East    Units  Estimated Accuracy
 DL1175;SPC AR S     -   505,630.      231,520.      MT  (+/- 180 meters Scaled)
 DL1175
 DL1175                          SUPERSEDED SURVEY CONTROL
 DL1175
 DL1175  NGVD 29 (??/??/??)   79.167  (m)          259.73   (f) ADJUSTED    1 1
 DL1175
 DL1175.Superseded values are not recommended for survey control.
 DL1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1175.See file dsdata.txt to determine how the superseded data were derived.
 DL1175
 DL1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT243187(NAD 83)
 DL1175_MARKER: P = PIPE CAP
 DL1175_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DL1175_SP_SET: 46 FEET CASE MARK
 DL1175_STAMPING: PBM RR MILE 402
 DL1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1175
 DL1175  HISTORY     - Date     Condition        Report By
 DL1175  HISTORY     - 1977     MONUMENTED       USE
 DL1175  HISTORY     - 1977     GOOD             NGS
 DL1175
 DL1175                          STATION DESCRIPTION
 DL1175
 DL1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1175'IN FULTON.
 DL1175'AT THE WEST END OF INTERSTATE HIGHWAY 30 BRIDGE OVER RED RIVER AT
 DL1175'FULTON, 102 FEET NORTH OF THE END OF BRIDGE OF THE WEST BOUND LANE
 DL1175'OF HIGHWAY, 59 FEET NORTHEAST OF THE CENTER OF A SIGN MILLER COUNTY,
 DL1175'29 FEET WEST OF THE CENTER OF A DIRT ROAD AND 3 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1186 ***********************************************************************
 DL1186  DESIGNATION -  RR 412
 DL1186  PID         -  DL1186
 DL1186  STATE/COUNTY-  AR/MILLER
 DL1186  USGS QUAD   -  HOMAN (1975)
 DL1186
 DL1186                         *CURRENT SURVEY CONTROL
 DL1186  ___________________________________________________________________
 DL1186* NAD 83(1986)-  33 33 50.     (N)    093 56 00.     (W)     SCALED    
 DL1186* NAVD 88     -        80.473  (meters)     264.02   (feet)  ADJUSTED  
 DL1186  ___________________________________________________________________
 DL1186  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DL1186  DYNAMIC HT  -          80.388 (meters)     263.74  (feet)  COMP
 DL1186  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 DL1186
 DL1186  VERT ORDER  -  FIRST     CLASS I
 DL1186
 DL1186.The horizontal coordinates were scaled from a topographic map and have
 DL1186.an estimated accuracy of +/- 6 seconds.
 DL1186
 DL1186.The orthometric height was determined by differential leveling
 DL1186.and adjusted by the National Geodetic Survey in June 1991..
 DL1186
 DL1186.The geoid height was determined by GEOID03.
 DL1186
 DL1186.The dynamic height is computed by dividing the NAVD 88
 DL1186.geopotential number by the normal gravity value computed on the
 DL1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1186.degrees latitude (g = 980.6199 gals.).
 DL1186
 DL1186.The modeled gravity was interpolated from observed gravity values.
 DL1186
 DL1186;                    North         East    Units  Estimated Accuracy
 DL1186;SPC AR S     -   501,210.      220,500.      MT  (+/- 180 meters Scaled)
 DL1186
 DL1186                          SUPERSEDED SURVEY CONTROL
 DL1186
 DL1186  NGVD 29 (??/??/??)   80.487  (m)          264.06   (f) ADJUSTED    1 1
 DL1186
 DL1186.Superseded values are not recommended for survey control.
 DL1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1186.See file dsdata.txt to determine how the superseded data were derived.
 DL1186
 DL1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT133141(NAD 83)
 DL1186_MARKER: P = PIPE CAP
 DL1186_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DL1186_SP_SET: USE PRESSED CASE MARK 58FT
 DL1186_STAMPING: P.B.M. R.R. MILE 412
 DL1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1186
 DL1186  HISTORY     - Date     Condition        Report By
 DL1186  HISTORY     - 1977     MONUMENTED       USE
 DL1186  HISTORY     - 1977     GOOD             NGS
 DL1186
 DL1186                          STATION DESCRIPTION
 DL1186
 DL1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1186'12.6 MI NW FROM FULTON.
 DL1186'1.8 MILES SOUTHWEST ALONG INTERSTATE 30 FROM THE WEST END OF THE
 DL1186'BRIDE OVER THE RED RIVER, THENCE 1.1 MILES SOUTHWEST ALONG THE LEVEE,
 DL1186'THENCE 0.1 MILE SOUTHEAST TO U.S. HIGHWAY 67, THENCE 6.4 MILES
 DL1186'SOUTHWEST ON U.S. HIGHWAY 67 TO A ASPHALT ROAD LEADING TO BRIDGE
 DL1186'OVER INTERSTATE 30, THENCE 2.2 MILES NORTHWEST ON ASPHALT AND
 DL1186'GRAVEL ROAD TO THE LEVEE, THENCE 1.0 MILE NORTH ALONG THE LEVEE TO
 DL1186'A SHARP CURVE IN THE LEVEE AND SPUR LEVEE LEADING SOUTHWEST, 146
 DL1186'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF MAIN LEVEE AND
 DL1186'A SPUR LEVEE LEADING SOUTHWEST, 145 FEET NORTHEAST OF THE CENTER
 DL1186'OF A GATE ON TOP OF MAIN LEVEE, 79 FEET SOUTH OF THE CENTER OF
 DL1186'MAIN LEVEE, 4 FEET NORTH OF A EAST WEST FENCE AT TOE OF LEVEE, A
 DL1186'ONE INCH PIPE PRESSED 58 FEET WITH A CAP AND ENCASED WITH A 4 INCH
 DL1186'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1028 ***********************************************************************
 DM1028  DESIGNATION -  RR 422
 DM1028  PID         -  DM1028
 DM1028  STATE/COUNTY-  AR/MILLER
 DM1028  USGS QUAD   -  OGDEN (1975)
 DM1028
 DM1028                         *CURRENT SURVEY CONTROL
 DM1028  ___________________________________________________________________
 DM1028* NAD 83(1986)-  33 32 38.     (N)    094 00 05.     (W)     SCALED    
 DM1028* NAVD 88     -        82.984  (meters)     272.26   (feet)  ADJUSTED  
 DM1028  ___________________________________________________________________
 DM1028  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1028  DYNAMIC HT  -          82.896 (meters)     271.97  (feet)  COMP
 DM1028  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 DM1028
 DM1028  VERT ORDER  -  FIRST     CLASS I
 DM1028
 DM1028.The horizontal coordinates were scaled from a topographic map and have
 DM1028.an estimated accuracy of +/- 6 seconds.
 DM1028
 DM1028.The orthometric height was determined by differential leveling
 DM1028.and adjusted by the National Geodetic Survey in June 1991..
 DM1028
 DM1028.The geoid height was determined by GEOID03.
 DM1028
 DM1028.The dynamic height is computed by dividing the NAVD 88
 DM1028.geopotential number by the normal gravity value computed on the
 DM1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1028.degrees latitude (g = 980.6199 gals.).
 DM1028
 DM1028.The modeled gravity was interpolated from observed gravity values.
 DM1028
 DM1028;                    North         East    Units  Estimated Accuracy
 DM1028;SPC AR S     -   499,110.      214,140.      MT  (+/- 180 meters Scaled)
 DM1028
 DM1028                          SUPERSEDED SURVEY CONTROL
 DM1028
 DM1028  NGVD 29 (??/??/??)   83.000  (m)          272.31   (f) ADJUSTED    1 1
 DM1028
 DM1028.Superseded values are not recommended for survey control.
 DM1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1028.See file dsdata.txt to determine how the superseded data were derived.
 DM1028
 DM1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT070120(NAD 83)
 DM1028_MARKER: P = PIPE CAP
 DM1028_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DM1028_SP_SET: GALVANIZED STEEL PIPE
 DM1028_STAMPING: PBM RR MILE 422
 DM1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1028
 DM1028  HISTORY     - Date     Condition        Report By
 DM1028  HISTORY     - 1977     MONUMENTED       USE
 DM1028  HISTORY     - 1977     GOOD             NGS
 DM1028  HISTORY     - 19971025 GOOD             USPSQD
 DM1028
 DM1028                          STATION DESCRIPTION
 DM1028
 DM1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DM1028'8.2 MI NW FROM MANDEVILLE.
 DM1028'FROM THE JUNCTION OF US HIGHWAY 67 AND COUNTY ROAD 108, WHICH IS
 DM1028'1.9 MILES NORTHEAST OF MANDEVILLE, GO 5.3 MILES NORTHWEST ON 108 TO
 DM1028'A SIDE ROAD LEADING SOUTH, THENCE 1.0 MILE NORTH ON FIELD ROAD TO
 DM1028'LEVEE, SET ABOUT 125 YARDS SOUTHWEST OF A SHARP CURVE IN LEVEE,
 DM1028'19 FEET NORTHEAST OF A 3 FOOT DIAMETER PECAN TREE AND ON THE
 DM1028'PROPERTY OF JAMES E. STERLING, A 1 INCH PIPE WITH A CAP AND
 DM1028'ENCASED IN A 4 INCH PIPE WITH A CAP.
 DM1028
 DM1028                          STATION RECOVERY (1997)
 DM1028
 DM1028'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0773 ***********************************************************************
 EJ0773  DESIGNATION -  RRBM RV 801
 EJ0773  PID         -  EJ0773
 EJ0773  STATE/COUNTY-  AR/SALINE
 EJ0773  USGS QUAD   -  HASKELL (1984)
 EJ0773
 EJ0773                         *CURRENT SURVEY CONTROL
 EJ0773  ___________________________________________________________________
 EJ0773* NAD 83(1986)-  34 32 01.     (N)    092 38 42.     (W)     SCALED    
 EJ0773* NAVD 88     -       112.458  (meters)     368.96   (feet)  ADJUSTED  
 EJ0773  ___________________________________________________________________
 EJ0773  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EJ0773  DYNAMIC HT  -         112.353 (meters)     368.61  (feet)  COMP
 EJ0773  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 EJ0773
 EJ0773  VERT ORDER  -  SECOND    CLASS 0
 EJ0773
 EJ0773.The horizontal coordinates were scaled from a topographic map and have
 EJ0773.an estimated accuracy of +/- 6 seconds.
 EJ0773
 EJ0773.The orthometric height was determined by differential leveling
 EJ0773.and adjusted by the National Geodetic Survey in June 1991..
 EJ0773
 EJ0773.The geoid height was determined by GEOID03.
 EJ0773
 EJ0773.The dynamic height is computed by dividing the NAVD 88
 EJ0773.geopotential number by the normal gravity value computed on the
 EJ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0773.degrees latitude (g = 980.6199 gals.).
 EJ0773
 EJ0773.The modeled gravity was interpolated from observed gravity values.
 EJ0773
 EJ0773;                    North         East    Units  Estimated Accuracy
 EJ0773;SPC AR S     -   607,260.      340,790.      MT  (+/- 180 meters Scaled)
 EJ0773
 EJ0773                          SUPERSEDED SURVEY CONTROL
 EJ0773
 EJ0773  NGVD 29 (??/??/92)  112.483  (m)          369.04   (f) ADJ UNCH    2 0
 EJ0773
 EJ0773.Superseded values are not recommended for survey control.
 EJ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0773.See file dsdata.txt to determine how the superseded data were derived.
 EJ0773
 EJ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU325213(NAD 83)
 EJ0773_MARKER: R = RIVET
 EJ0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0773_SP_SET: PIER FOUNDATION
 EJ0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0773
 EJ0773  HISTORY     - Date     Condition        Report By
 EJ0773  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0773  HISTORY     - 1935     GOOD             NGS
 EJ0773  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0773
 EJ0773                          STATION DESCRIPTION
 EJ0773
 EJ0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0773'4 MI W FROM BENTON.
 EJ0773'4 MILES WEST OF, ALONG MO.PAC.R.R.FROM STATION.  RIVET IN NORTH SPUR
 EJ0773'FOUNDATION OF CONCRETE PIER FOUNDATION OF VIADUCT UNDER HIGHWAY NO.
 EJ0773'67.  19 FT. NORTH OF CENTERLINE OF RAILROAD.  6 FEET FROM WEST COLUMN,
 EJ0773'7 FT. FROM EAST COLUMN, AT MILEPOST 372-24.
 EJ0773
 EJ0773                          STATION RECOVERY (1998)
 EJ0773
 EJ0773'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0777 ***********************************************************************
 EJ0777  DESIGNATION -  RRBM RV 802
 EJ0777  PID         -  EJ0777
 EJ0777  STATE/COUNTY-  AR/SALINE
 EJ0777  USGS QUAD   -  HASKELL (1984)
 EJ0777
 EJ0777                         *CURRENT SURVEY CONTROL
 EJ0777  ___________________________________________________________________
 EJ0777* NAD 83(1986)-  34 32 11.     (N)    092 43 04.     (W)     SCALED    
 EJ0777* NAVD 88     -       111.347  (meters)     365.31   (feet)  ADJUSTED  
 EJ0777  ___________________________________________________________________
 EJ0777  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EJ0777  DYNAMIC HT  -         111.241 (meters)     364.96  (feet)  COMP
 EJ0777  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 EJ0777
 EJ0777  VERT ORDER  -  SECOND    CLASS 0
 EJ0777
 EJ0777.The horizontal coordinates were scaled from a topographic map and have
 EJ0777.an estimated accuracy of +/- 6 seconds.
 EJ0777
 EJ0777.The orthometric height was determined by differential leveling
 EJ0777.and adjusted by the National Geodetic Survey in June 1991..
 EJ0777
 EJ0777.The geoid height was determined by GEOID03.
 EJ0777
 EJ0777.The dynamic height is computed by dividing the NAVD 88
 EJ0777.geopotential number by the normal gravity value computed on the
 EJ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0777.degrees latitude (g = 980.6199 gals.).
 EJ0777
 EJ0777.The modeled gravity was interpolated from observed gravity values.
 EJ0777
 EJ0777;                    North         East    Units  Estimated Accuracy
 EJ0777;SPC AR S     -   607,610.      334,110.      MT  (+/- 180 meters Scaled)
 EJ0777
 EJ0777                          SUPERSEDED SURVEY CONTROL
 EJ0777
 EJ0777  NGVD 29 (??/??/92)  111.367  (m)          365.38   (f) ADJ UNCH    2 0
 EJ0777
 EJ0777.Superseded values are not recommended for survey control.
 EJ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0777.See file dsdata.txt to determine how the superseded data were derived.
 EJ0777
 EJ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU258216(NAD 83)
 EJ0777_MARKER: R = RIVET
 EJ0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0777_SP_SET: CONCRETE BASE
 EJ0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0777
 EJ0777  HISTORY     - Date     Condition        Report By
 EJ0777  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0777  HISTORY     - 1974     POOR             USGS
 EJ0777
 EJ0777                          STATION DESCRIPTION
 EJ0777
 EJ0777'DESCRIBED BY MISSOURI PACIFIC RAILROAD UNK
 EJ0777'5.6 MI E FROM LONSDALE.
 EJ0777'5.6 MILES EAST OF, ALONG MISSOURI PAC.R.R.FROM STATION RIVET IN
 EJ0777'NORTHEAST CORNER OF CONCRETE BASE FOR SIGNAL BOX.  35 FT. NORTHWEST OF
 EJ0777'TELEPHONE POLE 377-03.  9 FEET SOUTH OF CENTERLINE OF RAILROAD. NOTE--
 EJ0777'SIGNAL BOX IS LEANING ABOUT 15 DEGREES SOUTH.
 EJ0777
 EJ0777                          STATION RECOVERY (1974)
 EJ0777
 EJ0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0777'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0784 ***********************************************************************
 EJ0784  DESIGNATION -  RRBM RV 803
 EJ0784  PID         -  EJ0784
 EJ0784  STATE/COUNTY-  AR/GARLAND
 EJ0784  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ0784
 EJ0784                         *CURRENT SURVEY CONTROL
 EJ0784  ___________________________________________________________________
 EJ0784* NAD 83(1986)-  34 32 08.     (N)    092 52 33.     (W)     SCALED    
 EJ0784* NAVD 88     -       186.764  (meters)     612.74   (feet)  ADJUSTED  
 EJ0784  ___________________________________________________________________
 EJ0784  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EJ0784  DYNAMIC HT  -         186.583 (meters)     612.15  (feet)  COMP
 EJ0784  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 EJ0784
 EJ0784  VERT ORDER  -  SECOND    CLASS 0
 EJ0784
 EJ0784.The horizontal coordinates were scaled from a topographic map and have
 EJ0784.an estimated accuracy of +/- 6 seconds.
 EJ0784
 EJ0784.The orthometric height was determined by differential leveling
 EJ0784.and adjusted by the National Geodetic Survey in June 1991..
 EJ0784
 EJ0784.The geoid height was determined by GEOID03.
 EJ0784
 EJ0784.The dynamic height is computed by dividing the NAVD 88
 EJ0784.geopotential number by the normal gravity value computed on the
 EJ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0784.degrees latitude (g = 980.6199 gals.).
 EJ0784
 EJ0784.The modeled gravity was interpolated from observed gravity values.
 EJ0784
 EJ0784;                    North         East    Units  Estimated Accuracy
 EJ0784;SPC AR S     -   607,630.      319,600.      MT  (+/- 180 meters Scaled)
 EJ0784
 EJ0784                          SUPERSEDED SURVEY CONTROL
 EJ0784
 EJ0784  NGVD 29 (??/??/92)  186.766  (m)          612.75   (f) ADJ UNCH    2 0
 EJ0784
 EJ0784.Superseded values are not recommended for survey control.
 EJ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0784.See file dsdata.txt to determine how the superseded data were derived.
 EJ0784
 EJ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU113215(NAD 83)
 EJ0784_MARKER: R = RIVET
 EJ0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0784_SP_SET: SEMAPHORE BASE
 EJ0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0784
 EJ0784  HISTORY     - Date     Condition        Report By
 EJ0784  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0784  HISTORY     - 1935     GOOD             NGS
 EJ0784  HISTORY     - 1939     GOOD             NGS
 EJ0784
 EJ0784                          STATION DESCRIPTION
 EJ0784
 EJ0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0784'4.5 MI W FROM LONSDALE.
 EJ0784'4.5 MILES WEST OF, ALONG MO.PAC.R.R.FROM STATION.  RIVET IN CONCRETE
 EJ0784'BASE OF SEMAPHORE NO. 3873.  0.2 MILE WEST OF M.P.387.  OPPOSITE
 EJ0784'MILEPOLE 387.06.  IN SOUTHEAST CORNER OF CONCRETE BASE.  9 FEET NORTH
 EJ0784'OF CENTERLINE OF RAILROAD.
 EJ0784
 EJ0784                          STATION RECOVERY (1939)
 EJ0784
 EJ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EJ0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0821 ***********************************************************************
 GF0821  DESIGNATION -  RUDD RESET
 GF0821  PID         -  GF0821
 GF0821  STATE/COUNTY-  AR/CARROLL
 GF0821  USGS QUAD   -  OSAGE (1968)
 GF0821
 GF0821                         *CURRENT SURVEY CONTROL
 GF0821  ___________________________________________________________________
 GF0821* NAD 83(1997)-  36 13 52.15420(N)    093 27 45.00526(W)     ADJUSTED  
 GF0821* NAVD 88     -       637.4    (meters)    2091.     (feet)  VERTCON   
 GF0821  ___________________________________________________________________
 GF0821  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 GF0821  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GF0821
 GF0821  HORZ ORDER  -  FIRST
 GF0821
 GF0821.The horizontal coordinates were established by classical geodetic methods
 GF0821.and adjusted by the National Geodetic Survey in September 1999..
 GF0821
 GF0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0821
 GF0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0821
 GF0821.The geoid height was determined by GEOID03.
 GF0821
 GF0821;                    North         East     Units Scale Factor Converg.
 GF0821;SPC AR N     -   211,530.589   268,526.259   MT  0.99999957   -0 51 03.7
 GF0821;SPC AR N     -   693,996.61    880,989.90   sFT  0.99999957   -0 51 03.7
 GF0821;UTM  15      - 4,009,686.448   458,437.692   MT  0.99962128   -0 16 24.1
 GF0821
 GF0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0821!SPC AR N     -   0.99990437  x   0.99999957  =   0.99990394
 GF0821!UTM  15      -   0.99990437  x   0.99962128  =   0.99952569
 GF0821
 GF0821:                Primary Azimuth Mark                     Grid Az
 GF0821:SPC AR N     -  RED                                      101 50 32.3
 GF0821:UTM  15      -  RED                                      101 15 52.7
 GF0821
 GF0821|---------------------------------------------------------------------|
 GF0821| PID    Reference Object                     Distance      Geod. Az  |
 GF0821|                                                           dddmmss.s |
 GF0821| GF0815 RED                                 APPROX.17.0 KM 1005928.6 |
 GF0821| GF0814 HARRISON CORP OF ENGRS MAST         APPROX.21.3 KM 1144109.3 |
 GF0821| GF0817 COMPTON LOT                         APPROX.21.3 KM 1573925.8 |
 GF0821| CI2229 RUDD AZ MK                                         2342710.4 |
 GF0821| CI2230 RUDD RM 1                            19.154 METERS 27450     |
 GF0821| GF0841 METALTON ATT MICROWAVE              APPROX. 6.2 KM 3092258.3 |
 GF0821| CI2231 RUDD RM 2                            33.013 METERS 33046     |
 GF0821|---------------------------------------------------------------------|
 GF0821
 GF0821                          SUPERSEDED SURVEY CONTROL
 GF0821
 GF0821  NAD 83(1997)-  36 13 52.16529(N)    093 27 45.00508(W) AD(       ) 1
 GF0821  NAD 83(1986)-  36 13 52.16490(N)    093 27 45.00656(W) AD(       ) 1
 GF0821  NAD 27      -  36 13 51.90700(N)    093 27 44.33400(W) AD(       ) 1
 GF0821  NGVD 29 (07/19/86)  637.3    (m)         2091.     (f) VERT ANG       
 GF0821
 GF0821.Superseded values are not recommended for survey control.
 GF0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0821.See file dsdata.txt to determine how the superseded data were derived.
 GF0821
 GF0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5843809686(NAD 83)
 GF0821_MARKER: DS = TRIANGULATION STATION DISK
 GF0821_SETTING: 80 = SET IN A BOULDER
 GF0821_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GF0821
 GF0821  HISTORY     - Date     Condition        Report By
 GF0821  HISTORY     - 1940     MONUMENTED       CGS
 GF0821  HISTORY     - 1966     SEE DESCRIPTION  USGS
 GF0821  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GF0821
 GF0821                          STATION DESCRIPTION
 GF0821
 GF0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0821'THIS STATION IS LOCATED ABOUT 1 MILE N OF THE RUDD POST OFFICE,
 GF0821'AND ABOUT 12 MILES SE OF BERRYVILLE, IN THE SE 1/4 OF SEC. 7,
 GF0821'T 18 N, R 23 W.  IT IS ON A HIGH OAK-TIMBERED HILL, THE HIGHEST
 GF0821'IN THE VICINITY.
 GF0821'
 GF0821'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GF0821'WEDGED IN DRILL HOLES IN BOULDERS.
 GF0821'
 GF0821'THE STATION MARK IS SET IN A DRILL HOLE IN A 3-BY 4-FOOT
 GF0821'BOULDER WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 GF0821'IT IS 9 FEET N OF AN 8-INCH OAK TREE, 60 FEET E OF THE EDGE
 GF0821'OF A CORN FIELD AND 15 FEET SW OF A 6-INCH OAK TREE.  MARK IS
 GF0821'STAMPED RUDD 1940.
 GF0821'
 GF0821'REFERENCE MARK NO. 1 IS STAMPED RUDD NO. 1 1940 AND IS SET IN
 GF0821'A DRILL HOLE IN A 4-BY 4-FOOT BOULDER WHICH IS SET FLUSH WITH
 GF0821'THE GROUND.  IT IS 30 FEET E OF THE EDGE OF THE FIELD.
 GF0821'
 GF0821'REFERENCE MARK NO. 2 IS STAMPED RUDD NO. 2 1940 AND IS SET IN
 GF0821'A DRILL HOLE IN A 3- BY 4-FOOT BOULDER WHICH IS SET FLUSH WITH
 GF0821'THE GROUND.  IT IS 30 FEET N OF A 16-INCH OAK TREE AND 21
 GF0821'FEET NNW OF A 16-INCH OAK TREE.
 GF0821'
 GF0821'THE AZIMUTH MARK IS STAMPED RUDD 1940 AND IS SET FLUSH IN A
 GF0821'DRILL HOLE IN A 4- BY 4-FOOT BOULDER WHICH IS SET FLUSH WITH THE
 GF0821'GROUND.  IT IS 15 FEET S OF A 14-INCH OAK TREE, 18 FEET W OF
 GF0821'A FENCE AND 15 FEET NE OF A 16-INCH OAK TREE.
 GF0821'
 GF0821'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SW ACROSS THE
 GF0821'FIELD 0.2 MILE TO THE EDGE OF THE WOODS AND THE AZIMUTH MARK.
 GF0821'
 GF0821'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 GF0821'STATE HIGHWAY 21 AT THE S EDGE OF BERRYVILLE, GO S ON STATE
 GF0821'HIGHWAY 21 FOR 11.35 MILES TO THE VILLAGE OF METALTON, AND
 GF0821'A FORK TO THE LEFT (E), TURN LEFT AND FOLLOW THE MAIN GRAVEL
 GF0821'ROAD 1.95 MILES TO THE RUDD POST OFFICE, CONTINUE ON MAIN ROAD
 GF0821'0.8 MILE TO A FORK, TAKE LEFT FORK AND GO 2.2 MILES ON MAIN
 GF0821'GRAVEL ROAD TO A DIRT ROAD LEFT, JUST N OF THREE MAIL BOXES,
 GF0821'TURN LEFT AND FOLLOW DIRT ROAD 0.3 MILE TO A FORK, TAKE LEFT
 GF0821'FORK AND GO 0.1 MILE TO A LOG HOUSE, TURN SHARP RIGHT AND
 GF0821'FOLLOW DIM TRACK ROAD UP HILL 0.3 MILE TO THE HIGHEST POINT OF
 GF0821'HILL AND STATION.
 GF0821'
 GF0821'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 GF0821
 GF0821                          STATION RECOVERY (1966)
 GF0821
 GF0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (RFF)
 GF0821'BOTH RMS WERE FOUND IN GOOD CONDITION.  THE PORTION OF THE STONE
 GF0821'(AS REFERENCED FROM THE RMS) HAS BEEN BROKEN AWAY AND THE STATION
 GF0821'TABLET IS GONE.
 GF0821
 GF0821                          STATION RECOVERY (1971)
 GF0821
 GF0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0821'REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 GF0821'CONDITION.  THE STATION MARK DISK WAS MISSING AND A NEW DISK WAS
 GF0821'SET IN THE OLD DRILL HOLE.  THE DIRECTION AND DISTANCE TO THE
 GF0821'REFERENCE MARKS CHECKED THE OLD DATA.  A DIFFERENCE OF 06.2
 GF0821'SECONDS WAS NOTED IN THE DIRECTION TO THE AZIMUTH MARK.  DUE TO
 GF0821'THE ABOVE AND ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 GF0821'
 GF0821'THE STATION IS ABOUT 9-1/2 MILES WEST AND 4-1/2 MILES SOUTH OF
 GF0821'ALPENA, 3 MILES NORTH AND 3 MILES WEST OF OSAGE, 3-1/2 MILES EAST
 GF0821'AND 1 MILE NORTH OF METALTON, IN THE SOUTHEAST 1/4 OF SECTION 7, T.
 GF0821'18 N., R. 23 W., ON THE SUMMIT OF A TREE AND BRUSH COVERED HILL,
 GF0821'ON PROPERTY OWNED BY DAVE MATTOX, PHONE NUMBER 421-3342.
 GF0821'
 GF0821'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND
 GF0821'103, ABOUT 17 MILES NORTHEAST OF HUNTSVILLE, GO NORTHWEST ON HIGHWAY
 GF0821'103 FOR 2.4 MILES TO THE SMALL VILLAGE OF RUDD WHERE HIGHWAY 103
 GF0821'TURNS TO THE RIGHT AND A PAVED ROAD CONTINUES STRAIGHT AHEAD.
 GF0821'TURN RIGHT AND GO EAST ON HIGHWAY 103 FOR 0.45 MILE TO A GRAVELED
 GF0821'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.4
 GF0821'MILE TO A FARM HOUSE.  CONTINUE NORTH ON FARM ROAD, PASSING A
 GF0821'BARN ON THE LEFT FOR 0.4 MILE TO A GATE, PASS THROUGH GATE AND
 GF0821'GO NORTHEAST FOR 0.05 MILE TO A 3-WAY FORK.  TAKE THE CENTER FORK
 GF0821'AND CONTINUE NORTHEAST FOLLOWING CREST OF RIDGE FOR 0.4 MILE TO
 GF0821'AN OLD CISTERN ON THE LEFT.  CONTINUE EASTERLY ON TRACK ROAD FOR
 GF0821'0.9 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE EAST ON
 GF0821'TRACK ROAD FOR 0.05 MILE TO A DIM SIDE ROAD LEFT AT THE TOP OF
 GF0821'RIDGE.  TURN LEFT AND GO NORTHERLY, UP STEEP HILL FOR 0.2 MILE
 GF0821'TO THE TOP OF HILL AND THE STATION.
 GF0821'
 GF0821'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ACROSS OLD
 GF0821'OPEN FIELD FOR 0.15 MILE TO THE EDGE OF WOODS AND THE MARK.
 GF0821'
 GF0821'STATION MARK IS A STANDARD DISK, STAMPED RUDD 1940 1971, CEMENTED
 GF0821'IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE GROUND
 GF0821'SURFACE.  IT IS 4.8 FEET SOUTH OF A WITNESS POST.
 GF0821'
 GF0821'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RUDD NO 1 1940, CEMENTED
 GF0821'IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND
 GF0821'SURFACE.  IT IS 64.0 FEET WEST OF THE WITNESS POST AND ABOUT 1 FOOT
 GF0821'LOWER THAN THE STATION.
 GF0821'
 GF0821'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RUDD NO 2 1940, CEMENTED
 GF0821'IN A DRILL HOLE IN ROCK OUTCROP, THAT PROJECTS 3 INCHES ABOVE THE
 GF0821'GROUND.  IT IS 104.8 FEET NORTHWEST OF THE WITNESS POST AND ABOUT
 GF0821'3 FEET LOWER THAN THE STATION.
 GF0821'
 GF0821'AZIMUTH MARK IS A STANDARD DISK, STAMPED RUDD 1940, CEMENTED IN A
 GF0821'DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND SURFACE.
 GF0821'IT IS 18.0 FEET NORTHWEST OF A 14 INCH TRIANGULAR BLAZED OAK TREE
 GF0821'AND 2.5 FEET WEST OF A WITNESS POST.
 GF0821'
 GF0821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 GF0821'EAST-NORTHEAST OF METALTON.
 GF0821'
 GF0821'HEIGHT OF LIGHT ABOVE STATION MARK 74.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2737 ***********************************************************************
 FE2737  DESIGNATION -  RUNWAY NORTH
 FE2737  PID         -  FE2737
 FE2737  STATE/COUNTY-  AR/MISSISSIPPI
 FE2737  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2737
 FE2737                         *CURRENT SURVEY CONTROL
 FE2737  ___________________________________________________________________
 FE2737* NAD 83(1997)-  35 58 48.99333(N)    089 56 36.41969(W)     ADJUSTED  
 FE2737* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 FE2737  ___________________________________________________________________
 FE2737  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2737  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE2737
 FE2737  HORZ ORDER  -  THIRD
 FE2737
 FE2737.This mark is at Arkansas Int Airport (BYH)
 FE2737
 FE2737.The horizontal coordinates were established by classical geodetic methods
 FE2737.and adjusted by the National Geodetic Survey in September 1999..
 FE2737
 FE2737.The orthometric height was scaled from a topographic map.
 FE2737
 FE2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2737
 FE2737.The geoid height was determined by GEOID03.
 FE2737
 FE2737;                    North         East     Units Scale Factor Converg.
 FE2737;SPC AR N     -   184,653.889   585,451.355   MT  0.99995976   +1 11 48.1
 FE2737;SPC AR N     -   605,818.63  1,920,768.32   sFT  0.99995976   +1 11 48.1
 FE2737;SPC MO E     -    16,446.478   300,190.001   MT  0.99996436   +0 19 37.1
 FE2737;UTM  16      - 3,985,767.791   234,611.360   MT  1.00046794   -1 43 49.1
 FE2737;UTM  15      - 3,986,081.862   775,588.990   MT  1.00053595   +1 47 48.7
 FE2737
 FE2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2737!SPC AR N     -   0.99999233  x   0.99995976  =   0.99995209
 FE2737!SPC MO E     -   0.99999233  x   0.99996436  =   0.99995669
 FE2737!UTM  16      -   0.99999233  x   1.00046794  =   1.00046027
 FE2737!UTM  15      -   0.99999233  x   1.00053595  =   1.00052828
 FE2737
 FE2737:                Primary Azimuth Mark                     Grid Az
 FE2737:SPC AR N     -  RUNWAY SOUTH                             178 48 22.0
 FE2737:SPC MO E     -  RUNWAY SOUTH                             179 40 33.0
 FE2737:UTM  16      -  RUNWAY SOUTH                             181 43 59.2
 FE2737:UTM  15      -  RUNWAY SOUTH                             178 12 21.4
 FE2737
 FE2737|---------------------------------------------------------------------|
 FE2737| PID    Reference Object                     Distance      Geod. Az  |
 FE2737|                                                           dddmmss.s |
 FE2737| FE2738 RUNWAY SOUTH                        APPROX. 3.5 KM 1800010.1 |
 FE2737|---------------------------------------------------------------------|
 FE2737
 FE2737                          SUPERSEDED SURVEY CONTROL
 FE2737
 FE2737  NAD 83(1997)-  35 58 48.99574(N)    089 56 36.42146(W) AD(       ) 3
 FE2737  NAD 83(1986)-  35 58 49.00645(N)    089 56 36.41970(W) AD(       ) 3
 FE2737  NAD 27      -  35 58 48.74910(N)    089 56 36.10450(W) AD(       ) 3
 FE2737
 FE2737.Superseded values are not recommended for survey control.
 FE2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2737.See file dsdata.txt to determine how the superseded data were derived.
 FE2737
 FE2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3461185768(NAD 83)
 FE2737_MARKER: DS = TRIANGULATION STATION DISK
 FE2737_SETTING: 0 = UNSPECIFIED SETTING
 FE2737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2737
 FE2737  HISTORY     - Date     Condition        Report By
 FE2737  HISTORY     - 1960     MONUMENTED       USE
 FE2737  HISTORY     - 1974     SEE DESCRIPTION  DMA
 FE2737
 FE2737                          STATION DESCRIPTION
 FE2737
 FE2737'DESCRIBED BY US ENGINEERS 1960 (HWK)
 FE2737'THE STATION IS ABOUT 3 MILES NORTHWEST OF BLYTHEVILLE, AT THE
 FE2737'NORTHEAST END OF THE BLYTHEVILLE AIR FORCE BASE RUNWAY.
 FE2737'
 FE2737'THE MARK IS A U.S. ARMY CORPS OF ENGINEERS SURVEY DISK (NO STAMPING),
 FE2737'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE
 FE2737'RUNWAY. IT IS 28.5 FEET SOUTHWEST OF THE MOST WESTERLY ONE OF NINE
 FE2737'OVER RUN LIGHTS, 1.4 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 FE2737'RUNWAY, 1 FOOT WEST OF THE EAST EDGE OF THE RUNWAY AND 1 FOOT SOUTH
 FE2737'OF THE NORTH END OF THE RUNWAY.
 FE2737
 FE2737                          STATION RECOVERY (1974)
 FE2737
 FE2737'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974 (FG)
 FE2737'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE DESTROYED.
 FE2737'THE TOP PART OF THE STATION WAS MISSING AND ONLY BENT STEM WAS IN
 FE2737'DRILL HOLE OF RUNWAY.  ASSUME SNOWPLOWS DESTROYED STATION.
 FE2737'
 FE2737'DISTANCE AND DIRECTION FROM NEAREST TOWN--BLYTHVILLE AIR FORCE
 FE2737'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2738 ***********************************************************************
 FE2738  DESIGNATION -  RUNWAY SOUTH
 FE2738  PID         -  FE2738
 FE2738  STATE/COUNTY-  AR/MISSISSIPPI
 FE2738  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2738
 FE2738                         *CURRENT SURVEY CONTROL
 FE2738  ___________________________________________________________________
 FE2738* NAD 83(1997)-  35 56 54.28278(N)    089 56 36.42661(W)     ADJUSTED  
 FE2738* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 FE2738  ___________________________________________________________________
 FE2738  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FE2738  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2738
 FE2738  HORZ ORDER  -  THIRD
 FE2738
 FE2738.This mark is at Arkansas Int Airport (BYH)
 FE2738
 FE2738.The horizontal coordinates were established by classical geodetic methods
 FE2738.and adjusted by the National Geodetic Survey in September 1999..
 FE2738
 FE2738.The orthometric height was scaled from a topographic map.
 FE2738
 FE2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2738
 FE2738.The geoid height was determined by GEOID03.
 FE2738
 FE2738;                    North         East     Units Scale Factor Converg.
 FE2738;SPC AR N     -   181,119.224   585,525.018   MT  0.99995608   +1 11 48.1
 FE2738;SPC AR N     -   594,221.99  1,921,010.00   sFT  0.99995608   +1 11 48.1
 FE2738;SPC MO E     -    12,911.079   300,209.997   MT  0.99996439   +0 19 36.2
 FE2738;UTM  16      - 3,982,232.171   234,504.421   MT  1.00046864   -1 43 44.3
 FE2738;UTM  15      - 3,982,546.117   775,699.696   MT  1.00053671   +1 47 43.8
 FE2738
 FE2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2738!SPC AR N     -   0.99999232  x   0.99995608  =   0.99994840
 FE2738!SPC MO E     -   0.99999232  x   0.99996439  =   0.99995671
 FE2738!UTM  16      -   0.99999232  x   1.00046864  =   1.00046095
 FE2738!UTM  15      -   0.99999232  x   1.00053671  =   1.00052902
 FE2738
 FE2738:                Primary Azimuth Mark                     Grid Az
 FE2738:SPC AR N     -  RUNWAY NORTH                             358 48 22.0
 FE2738:SPC MO E     -  RUNWAY NORTH                             359 40 33.9
 FE2738:UTM  16      -  RUNWAY NORTH                             001 43 54.4
 FE2738:UTM  15      -  RUNWAY NORTH                             358 12 26.3
 FE2738
 FE2738|---------------------------------------------------------------------|
 FE2738| PID    Reference Object                     Distance      Geod. Az  |
 FE2738|                                                           dddmmss.s |
 FE2738| FE2737 RUNWAY NORTH                        APPROX. 3.5 KM 0000010.1 |
 FE2738|---------------------------------------------------------------------|
 FE2738
 FE2738                          SUPERSEDED SURVEY CONTROL
 FE2738
 FE2738  NAD 83(1997)-  35 56 54.28538(N)    089 56 36.42881(W) AD(       ) 3
 FE2738  NAD 83(1986)-  35 56 54.29585(N)    089 56 36.42630(W) AD(       ) 3
 FE2738  NAD 27      -  35 56 54.03610(N)    089 56 36.11190(W) AD(       ) 3
 FE2738
 FE2738.Superseded values are not recommended for survey control.
 FE2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2738.See file dsdata.txt to determine how the superseded data were derived.
 FE2738
 FE2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3450482232(NAD 83)
 FE2738_MARKER: DS = TRIANGULATION STATION DISK
 FE2738_SETTING: 0 = UNSPECIFIED SETTING
 FE2738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2738
 FE2738  HISTORY     - Date     Condition        Report By
 FE2738  HISTORY     - 1960     MONUMENTED       CGS
 FE2738  HISTORY     - 1974     SEE DESCRIPTION  DMA
 FE2738
 FE2738                          STATION DESCRIPTION
 FE2738
 FE2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2738'THE STATION IS ABOUT 3 MILES NORTHWEST OF BLYTHEVILLE, AT THE
 FE2738'SOUTHEAST END OF THE BLYTHEVILLE AIR FORCE BASE RUNWAY.
 FE2738'
 FE2738'THE MARK IS A U.S. ARMY CORPS OF ENGINEERS SURVEY DISK (NO STAMPING),
 FE2738'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE
 FE2738'RUNWAY. IT IS 26 FEET NORTH OF THE MOST EASTERLY OVER RUN LIGHT, 1.4
 FE2738'FEET NORTHWEST OF THE SOUTHEAST END OF THE RUNWAY, 1 FOOT NORTH OF
 FE2738'THE SOUTH END OF THE RUNWAY AND 1 FOOT WEST OF THE EAST EDGE OF THE
 FE2738'RUNWAY.
 FE2738
 FE2738                          STATION RECOVERY (1974)
 FE2738
 FE2738'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974 (FG)
 FE2738'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE DESTROYED.
 FE2738'THE ONLY EVIDENCE OF STATION WAS A DRILL HOLE IN RUNWAY WHERE THE
 FE2738'STATION WAS SET.  ASSUME TO HAVE BEEN DESTROYED BY SNOWPLOWS.
 FE2738'
 FE2738'DISTANCE AND DIRECTION FROM NEAREST TOWN--BLYTHVILLE AFB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1783 ***********************************************************************
 FG1783  DESIGNATION -  RUPERT
 FG1783  PID         -  FG1783
 FG1783  STATE/COUNTY-  AR/VAN BUREN
 FG1783  USGS QUAD   -  ALREAD (1965)
 FG1783
 FG1783                         *CURRENT SURVEY CONTROL
 FG1783  ___________________________________________________________________
 FG1783* NAD 83(1997)-  35 38 11.54042(N)    092 41 18.16577(W)     ADJUSTED  
 FG1783* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 FG1783  ___________________________________________________________________
 FG1783  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FG1783  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG1783
 FG1783  HORZ ORDER  -  SECOND
 FG1783
 FG1783.The horizontal coordinates were established by classical geodetic methods
 FG1783.and adjusted by the National Geodetic Survey in September 1999..
 FG1783
 FG1783.The orthometric height was scaled from a topographic map.
 FG1783
 FG1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1783
 FG1783.The geoid height was determined by GEOID03.
 FG1783
 FG1783;                    North         East     Units Scale Factor Converg.
 FG1783;SPC AR N     -   144,797.657   337,654.104   MT  0.99993635   -0 24 02.0
 FG1783;SPC AR N     -   475,056.98  1,107,786.84   sFT  0.99993635   -0 24 02.0
 FG1783;UTM  15      - 3,943,681.242   528,213.978   MT  0.99960981   +0 10 53.6
 FG1783
 FG1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1783!SPC AR N     -   0.99991774  x   0.99993635  =   0.99985409
 FG1783!UTM  15      -   0.99991774  x   0.99960981  =   0.99952758
 FG1783
 FG1783:                Primary Azimuth Mark                     Grid Az
 FG1783:SPC AR N     -  RUPERT AZ MK                             099 49 48.0
 FG1783:UTM  15      -  RUPERT AZ MK                             099 14 52.4
 FG1783
 FG1783|---------------------------------------------------------------------|
 FG1783| PID    Reference Object                     Distance      Geod. Az  |
 FG1783|                                                           dddmmss.s |
 FG1783| CI2235 RUPERT AZ MK                                       0992546.0 |
 FG1783| CI2236 RUPERT RM 1                           7.477 METERS 11913     |
 FG1783| CI2237 RUPERT RM 2                          10.765 METERS 22022     |
 FG1783|---------------------------------------------------------------------|
 FG1783
 FG1783                          SUPERSEDED SURVEY CONTROL
 FG1783
 FG1783  NAD 83(1986)-  35 38 11.55291(N)    092 41 18.16506(W) AD(       ) 2
 FG1783  NAD 27      -  35 38 11.27800(N)    092 41 17.56900(W) AD(       ) 2
 FG1783
 FG1783.Superseded values are not recommended for survey control.
 FG1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1783.See file dsdata.txt to determine how the superseded data were derived.
 FG1783
 FG1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2821443681(NAD 83)
 FG1783_MARKER: DD = SURVEY DISK
 FG1783_SETTING: 0 = UNSPECIFIED SETTING
 FG1783
 FG1783  HISTORY     - Date     Condition        Report By
 FG1783  HISTORY     - 1954     MONUMENTED       CGS
 FG1783
 FG1783                          STATION DESCRIPTION
 FG1783
 FG1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1783'THE STATION IS ABOUT 14 MILES WEST-NORTHWEST OF CLINTON, 3
 FG1783'MILES SOUTH OF THE ARCHEY FORK LITTLE RED RIVER, ON THE
 FG1783'SUMMIT OF A PROMINENT WOODED HILL 0.5 MILE WEST-NORTHWEST
 FG1783'OF THE RUPERT SCHOOL, AND 7 FEET SOUTHWEST OF A 4 IN X 4 IN
 FG1783'WITNESS POST.
 FG1783'
 FG1783'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 FG1783'AND STATE HIGHWAY 16 IN THE NORTHERN EDGE OF CLINTON, GO WESTERLY
 FG1783'ON STATE HIGHWAY 16 FOR 9.5 MILES TO THE CRABTREE POST OFFICE,
 FG1783'CONTINUE ON THE HIGHWAY FOR 11.6 MILES TO THE RUPERT SCHOOL
 FG1783'ON THE RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 0.4 MILE TO AN
 FG1783'OLD HOUSE ON THE RIGHT WITH A BOARD GATE JUST WEST OF THE HOUSE,
 FG1783'TURN RIGHT, PASSING THROUGH GATE, GO NORTH THROUGH LANE PASSING
 FG1783'ON THE WEST SIDE OF A LOG BARN FOR 0.15 MILE TO A WIRE
 FG1783'GATE AND THE END OF TRUCK TRAVEL, PACK EAST FOR ABOUT 50
 FG1783'YARDS TO A POWER-LINE CLEARING, TURN LEFT AND GO NORTHERLY
 FG1783'ALONG THE POWER-LINE TO A RAIL FENCE, TURN LEFT AND PACK
 FG1783'WEST ALONG FENCE FOR ABOUT 100 YARDS TO THE TOP OF THE HILL
 FG1783'AND THE STATION MARK AS DESCRIBED, TO REACH THE AZIMUTH MARK
 FG1783'FROM THE RUPERT SCHOOL GO EAST AND SOUTH ON THE HIGHWAY
 FG1783'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FG1783'DESCRIBED.
 FG1783'
 FG1783'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A 3-FOOT
 FG1783'LENGTH OF 2-INCH CAST IRON PIPE THAT PROJECTS 4 INCHES.  THE DISK
 FG1783'IS STAMPED RUPERT 1954.
 FG1783'
 FG1783'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED TO THE TOP OF
 FG1783'A 3-FOOT LENGTH OF 2-INCH CAST IRON PIPE THAT PROJECTS 10 INCHES.
 FG1783'THE DISK IS STAMPED RUPERT NO 1 1954.
 FG1783'
 FG1783'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED TO THE TOP OF A
 FG1783'3-FOOT LENGTH OF 2-INCH CAST IRON PIPE THAT PROJECTS 12 INCHES.
 FG1783'THE DISK IS STAMPED RUPERT NO 2 1954.
 FG1783'
 FG1783'THE AZIMUTH MARK IS 20 FEET WEST OF THE HIGHWAY, 4 FEET NORTH OF
 FG1783'A 4 IN X 4 IN WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.
 FG1783'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED RUPERT 1954.
 FG1783'
 FG1783'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1673 ***********************************************************************
 FG1673  DESIGNATION -  RUSHING
 FG1673  PID         -  FG1673
 FG1673  STATE/COUNTY-  AR/STONE
 FG1673  USGS QUAD   -  SHIRLEY (1981)
 FG1673
 FG1673                         *CURRENT SURVEY CONTROL
 FG1673  ___________________________________________________________________
 FG1673* NAD 83(1997)-  35 44 03.33737(N)    092 15 44.82623(W)     ADJUSTED  
 FG1673* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 FG1673  ___________________________________________________________________
 FG1673  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 FG1673  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FG1673
 FG1673  HORZ ORDER  -  SECOND
 FG1673
 FG1673.The horizontal coordinates were established by classical geodetic methods
 FG1673.and adjusted by the National Geodetic Survey in September 1999..
 FG1673
 FG1673.The orthometric height was scaled from a topographic map.
 FG1673
 FG1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1673
 FG1673.The geoid height was determined by GEOID03.
 FG1673
 FG1673;                    North         East     Units Scale Factor Converg.
 FG1673;SPC AR N     -   155,453.181   376,258.718   MT  0.99993935   -0 09 09.8
 FG1673;SPC AR N     -   510,015.98  1,234,442.14   sFT  0.99993935   -0 09 09.8
 FG1673;UTM  15      - 3,954,725.417   566,696.359   MT  0.99965481   +0 25 50.7
 FG1673
 FG1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1673!SPC AR N     -   0.99995173  x   0.99993935  =   0.99989109
 FG1673!UTM  15      -   0.99995173  x   0.99965481  =   0.99960656
 FG1673
 FG1673|---------------------------------------------------------------------|
 FG1673| PID    Reference Object                     Distance      Geod. Az  |
 FG1673|                                                           dddmmss.s |
 FG1673| FG1672 RUSHING LOOKOUT TOWER                14.229 METERS 00010     |
 FG1673| CI2239 RUSHING RM 1                         21.379 METERS 09538     |
 FG1673| CI2240 RUSHING RM 2                         19.637 METERS 26654     |
 FG1673| CI2238 RUSHING AZ MK                                      3315720.8 |
 FG1673|---------------------------------------------------------------------|
 FG1673
 FG1673                          SUPERSEDED SURVEY CONTROL
 FG1673
 FG1673  NAD 83(1986)-  35 44 03.34969(N)    092 15 44.82446(W) AD(       ) 2
 FG1673  NAD 27      -  35 44 03.07200(N)    092 15 44.26700(W) AD(       ) 2
 FG1673
 FG1673.Superseded values are not recommended for survey control.
 FG1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1673.See file dsdata.txt to determine how the superseded data were derived.
 FG1673
 FG1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6669654725(NAD 83)
 FG1673_MARKER: DS = TRIANGULATION STATION DISK
 FG1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1673_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1673
 FG1673  HISTORY     - Date     Condition        Report By
 FG1673  HISTORY     - 1954     MONUMENTED       CGS
 FG1673
 FG1673                          STATION DESCRIPTION
 FG1673
 FG1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1673'THE STATION IS LOCATED IN THE SETTLEMENT OF RUSHING AND
 FG1673'ADJACENT TO THE RUSHING FOREST SERVICE LOOKOUT TOWER.  IT
 FG1673'IS 9.5 FEET SOUTH OF A WHITE BOARD FENCE, 7 FEET NORTH OF
 FG1673'A WIRE FENCE AND 6 FEET NORTH OF A WITNESS POST.
 FG1673'
 FG1673'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND
 FG1673'NORTHWEST ON A FOREST SERVICE ROAD FOR 0.1 MILE TO STATE
 FG1673'HIGHWAY 9, BEAR RIGHT AND GO NORTH 0.15 MILE TO THE MARK
 FG1673'ON THE LEFT.
 FG1673'
 FG1673'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1673'STAMPED RUSHING 1954.
 FG1673'
 FG1673'REFERENCE MARK 1 IS 9 FEET SOUTH OF THE CENTER OF A LANE
 FG1673'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES
 FG1673'AND THE DISK IS STAMPED RUSHING NO 1 1954.
 FG1673'
 FG1673'REFERENCE MARK 2 IS 6 FEET SOUTH OF THE CENTER OF THE LANE
 FG1673'AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 3
 FG1673'INCHES AND THE DISK IS STAMPED RUSHING NO 2 1954.
 FG1673'
 FG1673'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF THE CENTER OF STATE
 FG1673'HIGHWAY 9 AND 9 FEET NORTHEAST OF A FENCE.  THE MARK PROJECTS
 FG1673'6 INCHES AND THE DISK IS STAMPED RUSHING 1954.
 FG1673'
 FG1673'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1672 ***********************************************************************
 FG1672  DESIGNATION -  RUSHING LOOKOUT TOWER
 FG1672  PID         -  FG1672
 FG1672  STATE/COUNTY-  AR/STONE
 FG1672  USGS QUAD   -  SHIRLEY (1981)
 FG1672
 FG1672                         *CURRENT SURVEY CONTROL
 FG1672  ___________________________________________________________________
 FG1672* NAD 83(1997)-  35 44 03.79904(N)    092 15 44.82456(W)     ADJUSTED  
 FG1672* NAVD 88     -                                                        
 FG1672  ___________________________________________________________________
 FG1672  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 FG1672  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FG1672
 FG1672  HORZ ORDER  -  THIRD
 FG1672
 FG1672.The horizontal coordinates were established by classical geodetic methods
 FG1672.and adjusted by the National Geodetic Survey in September 1999..
 FG1672
 FG1672
 FG1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1672
 FG1672.The geoid height was determined by GEOID03.
 FG1672
 FG1672;                    North         East     Units Scale Factor Converg.
 FG1672;SPC AR N     -   155,467.409   376,258.798   MT  0.99993936   -0 09 09.8
 FG1672;SPC AR N     -   510,062.66  1,234,442.41   sFT  0.99993936   -0 09 09.8
 FG1672;UTM  15      - 3,954,739.641   566,696.294   MT  0.99965481   +0 25 50.8
 FG1672
 FG1672                          SUPERSEDED SURVEY CONTROL
 FG1672
 FG1672  NAD 83(1986)-  35 44 03.81137(N)    092 15 44.82330(W) AD(       ) 4
 FG1672  NAD 27      -  35 44 03.53400(N)    092 15 44.26500(W) AD(       ) 3
 FG1672
 FG1672.Superseded values are not recommended for survey control.
 FG1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1672.See file dsdata.txt to determine how the superseded data were derived.
 FG1672
 FG1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6669654740(NAD 83)
 FG1672_MARKER: 57 = LOOKOUT TOWER
 FG1672
 FG1672  HISTORY     - Date     Condition        Report By
 FG1672  HISTORY     - 1954     FIRST OBSERVED   CGS
 FG1672  HISTORY     - 1964     GOOD             USFS
 FG1672
 FG1672                          STATION DESCRIPTION
 FG1672
 FG1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1672'THE STATION IS LOCATED IN THE SETTLEMENT OF RUSHING, ABOUT
 FG1672'0.1 MILE EAST OF STATE HIGHWAY 9.  IT IS A 100 FOOT HIGH,
 FG1672'FOUR LEGGED STEEL STRUCTURE SUPPORTING AN OBSERVATION CABIN.
 FG1672'DISTANCE AND DIRECTION WAS MADE TO THE DETERMINED CENTER
 FG1672'OF THE BASE OF THE TOWER AND THE DISTANCE WAS FOUND TO BE
 FG1672'46.48 FEET AND 14.230 METERS.
 FG1672
 FG1672                          STATION RECOVERY (1964)
 FG1672
 FG1672'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 FG1672'THE LOOKOUT TOWER FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1510 ***********************************************************************
 DL1510  DESIGNATION -  RUSSELL
 DL1510  PID         -  DL1510
 DL1510  STATE/COUNTY-  AR/LAFAYETTE
 DL1510  USGS QUAD   -  GARLAND (1975)
 DL1510
 DL1510                         *CURRENT SURVEY CONTROL
 DL1510  ___________________________________________________________________
 DL1510* NAD 83(1997)-  33 17 49.17818(N)    093 39 22.86302(W)     ADJUSTED  
 DL1510* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 DL1510  ___________________________________________________________________
 DL1510  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DL1510  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL1510
 DL1510  HORZ ORDER  -  THIRD
 DL1510
 DL1510.The horizontal coordinates were established by classical geodetic methods
 DL1510.and adjusted by the National Geodetic Survey in September 1999..
 DL1510
 DL1510.The orthometric height was scaled from a topographic map.
 DL1510
 DL1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1510
 DL1510.The geoid height was determined by GEOID03.
 DL1510
 DL1510;                    North         East     Units Scale Factor Converg.
 DL1510;SPC AR S     -   471,160.265   245,736.000   MT  1.00000067   -0 55 37.4
 DL1510;SPC AR S     - 1,545,798.30    806,218.86   sFT  1.00000067   -0 55 37.4
 DL1510;UTM  15      - 3,684,404.659   438,892.149   MT  0.99964604   -0 21 37.2
 DL1510
 DL1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1510!SPC AR S     -   0.99999336  x   1.00000067  =   0.99999403
 DL1510!UTM  15      -   0.99999336  x   0.99964604  =   0.99963940
 DL1510
 DL1510|---------------------------------------------------------------------|
 DL1510| PID    Reference Object                     Distance      Geod. Az  |
 DL1510|                                                           dddmmss.s |
 DL1510| CX6204 RUSSELL RM 1                         27.351 METERS 05422     |
 DL1510| CX6205 RUSSELL RM 2                         22.340 METERS 13047     |
 DL1510| CX6203 RUSSELL AZ MK                                      1454200.3 |
 DL1510| DL1509 TT 9 WHV                             34.256 METERS 29849     |
 DL1510|---------------------------------------------------------------------|
 DL1510
 DL1510                          SUPERSEDED SURVEY CONTROL
 DL1510
 DL1510  NAD 83(1997)-  33 17 49.18378(N)    093 39 22.85424(W) AD(       ) 3
 DL1510  NAD 83(1986)-  33 17 49.19059(N)    093 39 22.85040(W) AD(       ) 3
 DL1510  NAD 27      -  33 17 48.72700(N)    093 39 22.20500(W) AD(       ) 3
 DL1510
 DL1510.Superseded values are not recommended for survey control.
 DL1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1510.See file dsdata.txt to determine how the superseded data were derived.
 DL1510
 DL1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3889284405(NAD 83)
 DL1510_MARKER: DS = TRIANGULATION STATION DISK
 DL1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1510_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1510
 DL1510  HISTORY     - Date     Condition        Report By
 DL1510  HISTORY     - 1951     MONUMENTED       CGS
 DL1510  HISTORY     - 1963     GOOD             CGS
 DL1510
 DL1510                          STATION DESCRIPTION
 DL1510
 DL1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1510'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 4 MILES
 DL1510'WEST OF LEWISVILLE ON LAND OWNED BY MR. R. RUSSELL.  IT IS 42 FEET
 DL1510'NORTHWEST OF NORTHWEST CORNER OF A HOUSE AND 51 FEET NORTHEAST
 DL1510'OF THE CENTER OF A DIRT ROAD.
 DL1510'
 DL1510'TO REACH FROM JUNCTION OF STATE HIGHWAY 134 AND U.S. HIGHWAY 82
 DL1510'AT CARLAND CITY, GO EAST ON U.S. HIGHWAY 82 FOR 2.9 MILES TO
 DL1510'CROSSROADS WITH STORE ON LEFT.  TURN RIGHT, AND CROSS
 DL1510'RAILROAD AND GO SOUTH ON GRAVEL ROAD 1.60 MILES TO T-INTERSECTION.
 DL1510'TURN RIGHT AND GO WEST 1.3 MILES TO A FORK.  BEAR LEFT AND GO
 DL1510'SOUTHWEST FOR 1.4 MILES TO STATION ON THE LEFT.  TO REACH
 DL1510'AZIMUTH MARK GO SOUTHEASTERLY FOR 0.35 MILES FROM THE STATION.
 DL1510'
 DL1510'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 DL1510'AND THE DISK IS STAMPED RUSSELL 1951.
 DL1510'
 DL1510'REFERENCE MARK NO. 1 IS 36 FEET EAST OF NORTHEAST CORNER OF
 DL1510'THE HOUSE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DL1510'RUSSELL NO. 1 1951.
 DL1510'
 DL1510'REFERENCE MARK NO. 2 IS 6 FEET NORTHWEST OF A 4 FOOT OAK TREE.
 DL1510'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED RUSSELL
 DL1510'NO. 2 1951.
 DL1510'
 DL1510'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF THE DIRT
 DL1510'ROAD, AND IS 5 FEET WEST OF A POWER-LINE POLE.  THE MARK
 DL1510'PROJECTS 6 INCHES AND THE DISK IS STAMPED RUSSELL 1951
 DL1510'
 DL1510'TT 9 WHV (USGS) IS 3 FEET WEST OF A POWER-LINE POLE, 20 FEET
 DL1510'EAST OF THE CENTER OF THE DIRT ROAD.  IT IS SET IN A 6-INCH
 DL1510'SQUARE CONCRETE POST, PROJECTING 5 INCHES.  THE DISK IS STAMPED
 DL1510'1948 WHV TT 9.
 DL1510'
 DL1510'STATION, AZIMUTH MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 DL1510'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL1510'
 DL1510'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1510
 DL1510                          STATION RECOVERY (1963)
 DL1510
 DL1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1510'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS DESCRIBED
 DL1510'AND FOUND IN GOOD CONDITION.  THE U.S.G.S. MARK TT 9 WHV WAS NOT
 DL1510'RECOVERED AND HAS PROBABLY BEEN DESTROYED BY ROAD IMPROVMENT.
 DL1510'
 DL1510'TO REACH THE STATION FROM THE CROSSROADS AND STORE 2.9 MILES EAST
 DL1510'OF GARLAND, GO SOUTH ACROSS RAILROAD AND FOLLOW SURFACE ROAD
 DL1510'SOUTHERLY FOR 4.5 MILES TO A SIDE ROAD RIGHT AT END OF SURFACED
 DL1510'ROAD, CONTINUE ABOUT 0.05 MILE TO STATION ON LEFT, TO NORTHWEST
 DL1510'OF A HOUSE WITH A LARGE TREE IN FRONT YARD.
 DL1510'
 DL1510'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION A ND
 DL1510'IS 5 FEET WEST OF A POWERLINE POLE THA T IS WEST OF A FARM ROAD
 DL1510'LEADING SOUTH TO A FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1830 ***********************************************************************
 FG1830  DESIGNATION -  RUSSELLVILLE
 FG1830  PID         -  FG1830
 FG1830  STATE/COUNTY-  AR/POPE
 FG1830  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1830
 FG1830                         *CURRENT SURVEY CONTROL
 FG1830  ___________________________________________________________________
 FG1830* NAD 83(1997)-  35 17 14.88525(N)    093 08 44.19243(W)     ADJUSTED  
 FG1830* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 FG1830  ___________________________________________________________________
 FG1830  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 FG1830  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FG1830
 FG1830  HORZ ORDER  -  SECOND
 FG1830
 FG1830.The horizontal coordinates were established by classical geodetic methods
 FG1830.and adjusted by the National Geodetic Survey in September 1999..
 FG1830
 FG1830.The orthometric height was scaled from a topographic map.
 FG1830
 FG1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1830
 FG1830.The geoid height was determined by GEOID03.
 FG1830
 FG1830;                    North         East     Units Scale Factor Converg.
 FG1830;SPC AR N     -   106,459.184   295,794.156   MT  0.99994927   -0 39 59.9
 FG1830;SPC AR N     -   349,274.84    970,451.33   sFT  0.99994927   -0 39 59.9
 FG1830;UTM  15      - 3,904,932.663   486,759.569   MT  0.99960216   -0 05 02.8
 FG1830
 FG1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1830!SPC AR N     -   0.99998825  x   0.99994927  =   0.99993752
 FG1830!UTM  15      -   0.99998825  x   0.99960216  =   0.99959041
 FG1830
 FG1830:                Primary Azimuth Mark                     Grid Az
 FG1830:SPC AR N     -  RUSSELLVILLE AZ MK                       085 47 42.8
 FG1830:UTM  15      -  RUSSELLVILLE AZ MK                       085 12 45.7
 FG1830
 FG1830|---------------------------------------------------------------------|
 FG1830| PID    Reference Object                     Distance      Geod. Az  |
 FG1830|                                                           dddmmss.s |
 FG1830| CI2241 RUSSELLVILLE AZ MK                                 0850742.9 |
 FG1830| FG1831 RUSSELLVILLE ARK POWER LT TANK      APPROX. 1.5 KM 1553144.6 |
 FG1830| CI2243 RUSSELLVILLE RM 2                    23.595 METERS 23429     |
 FG1830| CI2242 RUSSELLVILLE RM 1                    24.820 METERS 31330     |
 FG1830|---------------------------------------------------------------------|
 FG1830
 FG1830                          SUPERSEDED SURVEY CONTROL
 FG1830
 FG1830  NAD 83(1986)-  35 17 14.89791(N)    093 08 44.18943(W) AD(       ) 2
 FG1830  NAD 27      -  35 17 14.59800(N)    093 08 43.55800(W) AD(       ) 2
 FG1830
 FG1830.Superseded values are not recommended for survey control.
 FG1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1830.See file dsdata.txt to determine how the superseded data were derived.
 FG1830
 FG1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8676004933(NAD 83)
 FG1830_MARKER: DS = TRIANGULATION STATION DISK
 FG1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1830
 FG1830  HISTORY     - Date     Condition        Report By
 FG1830  HISTORY     - 1940     MONUMENTED       CGS
 FG1830  HISTORY     - 1954     GOOD             CGS
 FG1830  HISTORY     - 1959     GOOD             AEROS
 FG1830  HISTORY     - 1967     MARK NOT FOUND   CGS
 FG1830  HISTORY     - 1972     GOOD             NGS
 FG1830
 FG1830                          STATION DESCRIPTION
 FG1830
 FG1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1830'STATION IS LOCATED IN THE NW PART OF RUSSELLVILLE.
 FG1830'
 FG1830'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1830'DISKS SET IN CONCRETE.
 FG1830'
 FG1830'STATION MARK IS STAMPED RUSSELLVILLE 1940.  A STANDARD REFERENCE
 FG1830'POST IS SET 6 FEET E OF THE STATION MARK.
 FG1830'
 FG1830'REFERENCE MARK NO.1 IS NW OF THE STATION IN THE FENCE LINE,
 FG1830'PROJECTS 6 INCHES, AND IS STAMPED RUSSELLVILLE NO.1, 1940.
 FG1830'
 FG1830'REFERENCE MARK NO.2 IS SW OF THE STATION IN THE FENCE LINE,
 FG1830'PROJECTS 6 INCHES, AND IS STAMPED RUSSELLVILLE NO.2, 1940.
 FG1830'
 FG1830'THE AZIMUTH MARK IS ABOUT 0.5 MILE ENE OF THE STATION.  IT IS
 FG1830'25 FEET W OF THE CENTER LINE OF THE PAVEMENT, 44 FEET N
 FG1830'OF A TELEPHONE POLE, 85 FEET SW OF THE SW CORNER OF A BRICK HOUSE,
 FG1830'AND 4 FEET S OF A STANDARD REFERENCE POST.  THE MARK PROJECTS
 FG1830'6 INCHES, AND THE DISK IS STAMPED RUSSELVILLE 1940.
 FG1830'
 FG1830'TO REACH THE AZIMUTH MARK FROM THE PEARSON HOTEL, GO N ON
 FG1830'STATE ROAD 7 FOR 0.65 MILE TO MARK ON LEFT.
 FG1830'
 FG1830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 FG1830'AND STATE ROAD 7 AT THE PEARSON HOTEL IN RUSSELLVILLE, GO
 FG1830'W ON U.S. HIGHWAY 64 FOR 0.6 MILE TO A T-STREET N AT HOUSE
 FG1830'NUMBER 1512, TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD 0.35 MILE
 FG1830'TO THE GATEWAY AT BARREL FACTORY ON N SIDE OF THE RAILROAD,
 FG1830'TURN RIGHT TO FIRST HOUSE.  THE STATION IS IN AN OPEN FIELD
 FG1830'ABOUT 100 YARDS NE OF THIS HOUSE, AND 58 FEET E OF A FENCE.
 FG1830
 FG1830                          STATION RECOVERY (1954)
 FG1830
 FG1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1830'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 FG1830'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AFTER
 FG1830'A THOROUGH SEARCH HAD BEEN MADE.
 FG1830'
 FG1830'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1830
 FG1830                          STATION RECOVERY (1959)
 FG1830
 FG1830'RECOVERY NOTE BY AERO SERVICE CORPORATION 1959 (RM)
 FG1830'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FG1830
 FG1830                          STATION RECOVERY (1967)
 FG1830
 FG1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1830'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 FG1830'FOUND.  THE STATION SITE IS NOW A LUMBER YARD FOR WARD FURNITURE
 FG1830'MFG.  CO.  THEY SAID THE YARD HAD BEEN FILLED IN AND GRADED DOWN.
 FG1830'THE OLD HOUSE AND LAND MARKS ARE ALL GONE.  THE AZIMUTH MARK WAS
 FG1830'SEARCHED FOR BUT NOT FOUND AND THE HIGHWAY HAS BEEN REBUILT AND MAY
 FG1830'OF BEEN DESTROYED AT THAT TIME.
 FG1830
 FG1830                          STATION RECOVERY (1972)
 FG1830
 FG1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1830'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 ARE COVERED
 FG1830'WITH 4 TO 6 FEET OF FILL DIRT AND A LUMBER YARD, WARD FURNITURE
 FG1830'MANUFACTURING, DIVISION OF DESOTA INC. WAS ESTABLISHED IN THIS
 FG1830'AREA.
 FG1830'
 FG1830'THE AZIMUTH MARK WAS SEARCHED FOR AND IS ASSUMED DESTROYED TO
 FG1830'WIDENING OF STATE HIGHWAY 7.
 FG1830'
 FG1830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST PART OF
 FG1830'RUSSELLVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1831 ***********************************************************************
 FG1831  DESIGNATION -  RUSSELLVILLE ARK POWER LT TANK
 FG1831  PID         -  FG1831
 FG1831  STATE/COUNTY-  AR/POPE
 FG1831  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1831
 FG1831                         *CURRENT SURVEY CONTROL
 FG1831  ___________________________________________________________________
 FG1831* NAD 83(1997)-  35 16 29.39837(N)    093 08 18.94861(W)     ADJUSTED  
 FG1831* NAVD 88     -                                                        
 FG1831  ___________________________________________________________________
 FG1831  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FG1831  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FG1831
 FG1831  HORZ ORDER  -  THIRD
 FG1831
 FG1831.The horizontal coordinates were established by classical geodetic methods
 FG1831.and adjusted by the National Geodetic Survey in September 1999..
 FG1831
 FG1831
 FG1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1831
 FG1831.The geoid height was determined by GEOID03.
 FG1831
 FG1831;                    North         East     Units Scale Factor Converg.
 FG1831;SPC AR N     -   105,050.124   296,415.754   MT  0.99995043   -0 39 45.2
 FG1831;SPC AR N     -   344,651.95    972,490.69   sFT  0.99995043   -0 39 45.2
 FG1831;UTM  15      - 3,903,530.482   487,395.238   MT  0.99960196   -0 04 48.1
 FG1831
 FG1831                          SUPERSEDED SURVEY CONTROL
 FG1831
 FG1831  NAD 83(1986)-  35 16 29.41097(N)    093 08 18.94554(W) AD(       ) 4
 FG1831  NAD 27      -  35 16 29.11000(N)    093 08 18.32000(W) AD(       ) 3
 FG1831
 FG1831.Superseded values are not recommended for survey control.
 FG1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1831.See file dsdata.txt to determine how the superseded data were derived.
 FG1831
 FG1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8739503530(NAD 83)
 FG1831_MARKER: 51 = TANK
 FG1831
 FG1831  HISTORY     - Date     Condition        Report By
 FG1831  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1831
 FG1831                          STATION DESCRIPTION
 FG1831
 FG1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1831'THIS INTERSECTION POINT OBSERVED UPON WAS THE FINIAL OF THE
 FG1831'ARKANSAS POWER AND LIGHT COMPANY WATER TANK IN RUSSELLVILLE.
 FG1831'THIS IS A SILVER-COLORED STEEL STRUCTURE APPROXIMATELY 90
 FG1831'FEET TO BASE OF TANK AND 35 FEET FROM BASE TO FINIAL.  THE
 FG1831'EMBLEM OF THE ARKANSAS POWER AND LIGHT COMPANY IS PAINTED
 FG1831'ON THE E SIDE OF THE TANK.  THE TANK IS LOCATED IN THE SW
 FG1831'PART OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1826 ***********************************************************************
 FG1826  DESIGNATION -  RUSSELLVILLE FED COMPRESS W TK
 FG1826  PID         -  FG1826
 FG1826  STATE/COUNTY-  AR/POPE
 FG1826  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1826
 FG1826                         *CURRENT SURVEY CONTROL
 FG1826  ___________________________________________________________________
 FG1826* NAD 83(1997)-  35 16 28.29868(N)    093 07 08.77680(W)     ADJUSTED  
 FG1826* NAVD 88     -                                                        
 FG1826  ___________________________________________________________________
 FG1826  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 FG1826  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FG1826
 FG1826  HORZ ORDER  -  THIRD
 FG1826
 FG1826.The horizontal coordinates were established by classical geodetic methods
 FG1826.and adjusted by the National Geodetic Survey in September 1999..
 FG1826
 FG1826
 FG1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1826
 FG1826.The geoid height was determined by GEOID03.
 FG1826
 FG1826;                    North         East     Units Scale Factor Converg.
 FG1826;SPC AR N     -   104,995.907   298,188.598   MT  0.99995046   -0 39 04.3
 FG1826;SPC AR N     -   344,474.07    978,307.09   sFT  0.99995046   -0 39 04.3
 FG1826;UTM  15      - 3,903,494.303   489,167.924   MT  0.99960145   -0 04 07.6
 FG1826
 FG1826                          SUPERSEDED SURVEY CONTROL
 FG1826
 FG1826  NAD 83(1986)-  35 16 28.31138(N)    093 07 08.77378(W) AD(       ) 4
 FG1826  NAD 27      -  35 16 28.01200(N)    093 07 08.14700(W) AD(       ) 3
 FG1826
 FG1826.Superseded values are not recommended for survey control.
 FG1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1826.See file dsdata.txt to determine how the superseded data were derived.
 FG1826
 FG1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8916803494(NAD 83)
 FG1826_MARKER: 82 = FINIAL
 FG1826
 FG1826  HISTORY     - Date     Condition        Report By
 FG1826  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1826  HISTORY     - 1960     SEE DESCRIPTION  USGS
 FG1826
 FG1826                          STATION DESCRIPTION
 FG1826
 FG1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1826'THIS INTERSECTION POINT OBSERVED UPON WAS THE FINIAL OF
 FG1826'THE W ONE OF TWO FEDERAL COMPRESS COMPANYS WATER TANKS IN
 FG1826'RUSSELLVILLE.  THIS IS A SILVER-COLORED STEEL STRUCTURE
 FG1826'APPROXIMATELY 105 FEET TO BASE OF TANK AND 30 FEET FROM
 FG1826'BASE TO FINIAL.  FEDERAL COMPRESS AND WAREHOUSE COMPANY IS
 FG1826'PAINTED ON THE W SIDE OF THE TANK.  THIS TANK IS THE WESTERLY
 FG1826'ONE OF TWO TANKS.
 FG1826'
 FG1826'THE TANK IS LOCATED ON THE S SIDE OF THE MISSOURI PACIFIC
 FG1826'TRACK ON THE E EDGE OF RUSSELLVILLE.
 FG1826
 FG1826                          STATION RECOVERY (1960)
 FG1826
 FG1826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FG1826'THE TANK HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1961 ***********************************************************************
 FG1961  FBN         -  This is a Federal Base Network Control Station.
 FG1961  PACS        -  This is a Primary Airport Control Station.
 FG1961  DESIGNATION -  RUSSPORT
 FG1961  PID         -  FG1961
 FG1961  STATE/COUNTY-  AR/POPE
 FG1961  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1961
 FG1961                         *CURRENT SURVEY CONTROL
 FG1961  ___________________________________________________________________
 FG1961* NAD 83(1997)-  35 15 36.14730(N)    093 05 32.21308(W)     ADJUSTED  
 FG1961* NAVD 88     -       117.99   (meters)     387.1    (feet)  GPS OBS   
 FG1961  ___________________________________________________________________
 FG1961  X           -    -281,260.069 (meters)                     COMP
 FG1961  Y           -  -5,206,306.623 (meters)                     COMP
 FG1961  Z           -   3,661,512.890 (meters)                     COMP
 FG1961  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 FG1961  ELLIP HEIGHT-          88.89  (meters)          (07/20/01) GPS OBS
 FG1961  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FG1961
 FG1961  HORZ ORDER  -  A
 FG1961  ELLP ORDER  -  FOURTH    CLASS I
 FG1961
 FG1961.This mark is at Russellville Airport (RUE)
 FG1961
 FG1961.The horizontal coordinates were established by GPS observations
 FG1961.and adjusted by the National Geodetic Survey in July 1997..
 FG1961
 FG1961.The orthometric height was determined by GPS observations and a
 FG1961.high-resolution geoid model.
 FG1961
 FG1961.GPS derived orthometric heights for airport stations designated as
 FG1961.PACS or SACS are published to 2 decimal places.  This maintains
 FG1961.centimeter relative accuracy between the PACS and SACS.  It does
 FG1961.not indicate centimeter accuracy relative to other marks which are
 FG1961.part of the NAVD 88 network.
 FG1961
 FG1961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1961
 FG1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1961
 FG1961.The ellipsoidal height was determined by GPS observations
 FG1961.and is referenced to NAD 83.
 FG1961
 FG1961.The geoid height was determined by GEOID03.
 FG1961
 FG1961;                    North         East     Units Scale Factor Converg.
 FG1961;SPC AR N     -   103,361.470   300,610.935   MT  0.99995185   -0 38 08.2
 FG1961;SPC AR N     -   339,111.76    986,254.38   sFT  0.99995185   -0 38 08.2
 FG1961;UTM  15      - 3,901,885.135   491,605.895   MT  0.99960087   -0 03 11.8
 FG1961
 FG1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1961!SPC AR N     -   0.99998605  x   0.99995185  =   0.99993790
 FG1961!UTM  15      -   0.99998605  x   0.99960087  =   0.99958692
 FG1961
 FG1961:                Primary Azimuth Mark                     Grid Az
 FG1961:SPC AR N     -  RUSSPORT AZ MK                           075 03 56.3
 FG1961:UTM  15      -  RUSSPORT AZ MK                           074 28 59.9
 FG1961
 FG1961|---------------------------------------------------------------------|
 FG1961| PID    Reference Object                     Distance      Geod. Az  |
 FG1961|                                                           dddmmss.s |
 FG1961| FG1962 RUSSPORT AZ MK                      APPROX. 0.6 KM 0742548.1 |
 FG1961|---------------------------------------------------------------------|
 FG1961
 FG1961                          SUPERSEDED SURVEY CONTROL
 FG1961
 FG1961  ELLIP H (07/24/97)   88.90   (m)                       GP(       ) 2 1
 FG1961  NAD 83(1986)-  35 15 36.16010(N)    093 05 32.20517(W) AD(       ) 1
 FG1961  NAVD 88 (09/19/97)  118.00   (m)          387.1    (f) LEVELING    3  
 FG1961  NGVD 29 (11/13/90)  118.1    (m)          387.     (f) GPS OBS        
 FG1961
 FG1961.Superseded values are not recommended for survey control.
 FG1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1961.See file dsdata.txt to determine how the superseded data were derived.
 FG1961
 FG1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9160601885(NAD 83)
 FG1961_MARKER: I = METAL ROD
 FG1961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1961_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1961_STAMPING: RUSSPORT 1990
 FG1961_MARK LOGO: NGS   
 FG1961_PROJECTION: FLUSH
 FG1961_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1961+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 FG1961_ROD/PIPE-DEPTH:  0.7 meters
 FG1961_SLEEVE-DEPTH  :  0.3 meters
 FG1961
 FG1961  HISTORY     - Date     Condition        Report By
 FG1961  HISTORY     - 1990     MONUMENTED       NGS
 FG1961  HISTORY     - 19951231 GOOD             NGS
 FG1961  HISTORY     - 19961125 GOOD             NGS
 FG1961  HISTORY     - 20000111 GOOD             NGS
 FG1961  HISTORY     - 20040922 GOOD             NGS
 FG1961
 FG1961                          STATION DESCRIPTION
 FG1961
 FG1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1961'STATION IS LOCATED ABOUT 17.4 KM (10.8 MI) NORTHWEST, 6.8 KM (4.2 MI)
 FG1961'NORTHEAST OF DARDANELLE, AND 1.3 KM (0.8 MI) SOUTHEAST OF
 FG1961'RUSSELLVILLE.  AT THE RUSSELLVILLE MUNICIPAL AIRPORT. OWNERSHIP--CITY
 FG1961'OF RUSSELLVILLE, CITY HALL, RUSSELLVILLE AR 72801. AIRPORT MANAGER IS
 FG1961'EARL ANDERSON, P.O.BOX 428, RUSSELLVILLE AR 72801. PHONE IS
 FG1961'501-967-1227.  JIM WALDO IS ASST. AIRPORT MANAGER. HOME PHONE IS
 FG1961'501-331-2487.
 FG1961'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 64 AND STATE
 FG1961'HIGHWAY 7T IN EAST RUSSELLVILLE, GO SOUTH ON STATE HIGHWAY 7T FOR
 FG1961'1.61 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON 16 TH
 FG1961'STREET FOR 2.02 KM (1.26 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT
 FG1961'AND GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.38 KM (0.24 MI)
 FG1961'TO A DRIVEWAY AND PARKING LOT ON THE LEFT.  TURN LEFT AND GO EAST ON
 FG1961'THE DRIVEWAY AND THROUGH THE PARKING LOT FOR 0.06 KM (0.04 MI) TO A
 FG1961'LOCKED GATE.  PASS THROUGH THE GATE AND GO SOUTHEAST ON A PAVED ROAD
 FG1961'AND ACROSS AN APRON, PASSING THE AIRPORT OFFICE ON THE RIGHT, AND
 FG1961'ALONG A TAXIWAY FOR 0.13 KM (0.08 MI) TO A TAXIWAY. TURN LEFT AND GO
 FG1961'ALONG THE TAXIWAY FOR 0.37 KM (0.23 MI) TO THE STATION ON THE LEFT.
 FG1961'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FG1961'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 14.5 M
 FG1961'(47.6 FT) NORTH-NORTHWEST OF A TAXIWAY CENTERLINE, 13.7 M (44.9 FT)
 FG1961'EAST-NORTHEAST OF A TAXIWAY CENTERLINE LEADING TO HANGARS, 10.2 M
 FG1961'(33.5 FT) NORTH-NORTHEAST FROM THE CURVED AND 1.15 M (3.77 FT)
 FG1961'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 FG1961'THERE IS A LOCKED GATE AT THIS AIRPORT.
 FG1961'DESCRIBED BY R.D.BALL
 FG1961
 FG1961                          STATION RECOVERY (1995)
 FG1961
 FG1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 FG1961'THIS STATION IS LOCATED AT THE RUSSELLVILLE MUNICIPAL AIRPORT.  43.7
 FG1961'FEET (13.3 M) EAST OF THE CENTERLINE OF A NORTHWEST SOUTHEAST TAXIWAY.
 FG1961'109.1 FT (33.3 M) NORTHEAST OF A TAXIWAY REFLECTOR IN THE SOUTHWEST
 FG1961'CORNER OF THE INTERSECTION, 74.9 FT (22.8 M) NORTH OF A TAXIWAY
 FG1961'REFLECTOR IN THE SOUTHEAST CORNER OF THE INTERSECTION.  24.8 FT (7.6
 FG1961'M) NORTH OF THE NORTH EDGE OF THE MAIN TAXIWAY.  IT IS A 3D NGS ROD
 FG1961'MARK SET FLUSH WITH THE GROUND.  STAMPED RUSSPORT 1990.
 FG1961
 FG1961                          STATION RECOVERY (1996)
 FG1961
 FG1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 FG1961'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF RUSSELLVILLE,
 FG1961'AT THE RUSSELLVILLE REGIONAL AIRPORT, NEAR MIDFIELD, IN THE NORTHEAST
 FG1961'QUADRANT OF THE JUNCTION OF THE PARALLEL TAXIWAY AND A CONNECTOR
 FG1961'TAXIWAY LEADING TO SOME HANGARS.  OWNERSHIP--CITY OF RUSSELLVILLE,
 FG1961'CITY HALL, RUSSELLVILLE AR, PO BOX 128, RUSSELLVILLE AR 72801. AIRPORT
 FG1961'MANAGER IS BILL SHELTON, PHONE 501-967-1227 (AIRPORT), 331-3318
 FG1961'(HOME).  ASSISTANT MANAGER IS SHAWN WALTER, PHONE 890-5070.  CALL IN
 FG1961'ADVANCE TO OPEN THE LOCKED GATE.  TO REACH THE STATION FROM THE
 FG1961'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAYS
 FG1961'64 AND 331 (EXIT 84) ON THE EAST SIDE OF RUSSELLVILLE, GO SOUTH ON
 FG1961'HIGHWAYS 64 AND 331 FOR 0.48 KM (0.30 MI) TO A PAVED T-JUNCTION.  TURN
 FG1961'RIGHT, WEST ON HIGHWAYS 64 AND 331 FOR 0.74 KM (0.45 MI) TO A PAVED
 FG1961'CROSSROAD.  TURN LEFT, SOUTH ON HIGHWAY 331 (ELMIRA AVENUE) FOR 1.53
 FG1961'KM (0.95 MI) TO A PAVED CROSSROAD.  TURN LEFT, EAST ON EAST 16TH
 FG1961'STREET FOR 0.40 KM (0.25 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 FG1961'SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.38 KM (0.25 MI) TO A
 FG1961'DRIVEWAY AND A PARKING LOT ON THE LEFT.  TURN LEFT, EAST ON THE
 FG1961'DRIVEWAY AND THROUGH THE PARKING LOT FOR 0.06 KM (0.05 MI) TO A LOCKED
 FG1961'GATE AND AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT, SOUTHEAST, PASSING
 FG1961'THROUGH THE GATE AND ACROSS THE APRON FOR 0.13 KM (0.10 MI) TO THE
 FG1961'PARALLEL TAXIWAY.  TURN LEFT, EAST-NORTHEAST ALONG THE TAXIWAY FOR
 FG1961'0.37 KM (0.20 MI) TO THE STATION ON THE LEFT. THE STATION IS A PUNCH
 FG1961'HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 FG1961'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 FG1961'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 18.6 M (61.0
 FG1961'FT) NORTHEAST OF THE CENTER OF THE JUNCTION OF THE TAXIWAYS, 13.4 M
 FG1961'(44.0 FT) EAST-NORTHEAST OF THE CENTER OF THE TAXIWAY LEADING TO THE
 FG1961'HANGARS, 12.8 M (42.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 FG1961'PARALLEL TAXIWAY, 1.2 M (3.9 FT) NORTH-NORTHEAST OF A STEEL WITNESS
 FG1961'POST, 1.15 M (3.77 FT) WEST-NORTHWEST OF A STEEL WITNESS POST, 1.1 M
 FG1961'(3.6 FT) EAST-SOUTHEAST OF A STEEL WITNESS POST AND 1.15 M (3.77 FT)
 FG1961'SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST.  NOTE--THIS STATION WAS
 FG1961'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 FG1961'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A ROD
 FG1961'MARK.
 FG1961
 FG1961                          STATION RECOVERY (2000)
 FG1961
 FG1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 FG1961'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 FG1961'CONDITION.  NOTE-THE STATION IS CLOSE TO A TAXIWAY, THE AIRPORT
 FG1961'MANAGER REQUESTS HE BE CONTACTED ONE DAY IN ADVANCE BEFORE OCCUPYING
 FG1961'THIS STATION.  SEE CONTACT IN THE 1996 DESCRIPTION.
 FG1961
 FG1961                          STATION RECOVERY (2004)
 FG1961
 FG1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG1961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1962 ***********************************************************************
 FG1962  DESIGNATION -  RUSSPORT AZ MK
 FG1962  PID         -  FG1962
 FG1962  STATE/COUNTY-  AR/POPE
 FG1962  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1962
 FG1962                         *CURRENT SURVEY CONTROL
 FG1962  ___________________________________________________________________
 FG1962* NAD 83(1997)-  35 15 41.14256(N)    093 05 10.35337(W)     ADJUSTED  
 FG1962* NAVD 88     -       122.9    (meters)     403.     (feet)  VERTCON   
 FG1962  ___________________________________________________________________
 FG1962  X           -    -280,703.737 (meters)                     COMP
 FG1962  Y           -  -5,206,251.603 (meters)                     COMP
 FG1962  Z           -   3,661,641.387 (meters)                     COMP
 FG1962  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 FG1962  ELLIP HEIGHT-          93.73  (meters)          (09/24/01) GPS OBS
 FG1962  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FG1962
 FG1962  HORZ ORDER  -  FIRST
 FG1962  ELLP ORDER  -  FOURTH    CLASS II
 FG1962
 FG1962.This mark is at Russellville Airport (RUE)
 FG1962
 FG1962.The horizontal coordinates were established by GPS observations
 FG1962.and adjusted by the National Geodetic Survey in September 1999..
 FG1962
 FG1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1962
 FG1962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1962
 FG1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1962
 FG1962.The ellipsoidal height was determined by GPS observations
 FG1962.and is referenced to NAD 83.
 FG1962
 FG1962.The geoid height was determined by GEOID03.
 FG1962
 FG1962;                    North         East     Units Scale Factor Converg.
 FG1962;SPC AR N     -   103,509.286   301,165.128   MT  0.99995171   -0 37 55.4
 FG1962;SPC AR N     -   339,596.72    988,072.59   sFT  0.99995171   -0 37 55.4
 FG1962;UTM  15      - 3,902,038.522   492,158.363   MT  0.99960076   -0 02 59.2
 FG1962
 FG1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1962!SPC AR N     -   0.99998529  x   0.99995171  =   0.99993700
 FG1962!UTM  15      -   0.99998529  x   0.99960076  =   0.99958605
 FG1962
 FG1962:                Primary Azimuth Mark                     Grid Az
 FG1962:SPC AR N     -  RUSSPORT                                 255 03 56.1
 FG1962:UTM  15      -  RUSSPORT                                 254 28 59.9
 FG1962
 FG1962|---------------------------------------------------------------------|
 FG1962| PID    Reference Object                     Distance      Geod. Az  |
 FG1962|                                                           dddmmss.s |
 FG1962| FG1961 RUSSPORT                            APPROX. 0.6 KM 2542600.7 |
 FG1962|---------------------------------------------------------------------|
 FG1962
 FG1962                          SUPERSEDED SURVEY CONTROL
 FG1962
 FG1962  ELLIP H (09/14/99)   93.74   (m)                       GP(       ) 4 1
 FG1962  NAD 83(1986)-  35 15 41.15536(N)    093 05 10.34546(W) AD(       ) 1
 FG1962  NGVD 29 (11/13/90)  122.9    (m)          403.     (f) GPS OBS        
 FG1962
 FG1962.Superseded values are not recommended for survey control.
 FG1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1962.See file dsdata.txt to determine how the superseded data were derived.
 FG1962
 FG1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9215802039(NAD 83)
 FG1962_MARKER: I = METAL ROD
 FG1962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1962_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FG1962_STAMPING: RUSSPORT AZ MK 1990
 FG1962_MARK LOGO: NGS   
 FG1962_PROJECTION: FLUSH
 FG1962_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1962+STABILITY: POSITION/ELEVATION WELL
 FG1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1962+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 FG1962_ROD/PIPE-DEPTH:  0.9 meters
 FG1962_SLEEVE-DEPTH  :  0.3 meters
 FG1962
 FG1962  HISTORY     - Date     Condition        Report By
 FG1962  HISTORY     - 1990     MONUMENTED       NGS
 FG1962  HISTORY     - 19951231 GOOD             NGS
 FG1962  HISTORY     - 20040922 GOOD             NGS
 FG1962
 FG1962                          STATION DESCRIPTION
 FG1962
 FG1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FG1962'STATION IS LOCATED ABOUT 17.4 KM (10.8 MI) NORTHWEST OF ATKINS, 6.8 KM
 FG1962'(4.2 MI) NORTHEAST OF DARDANELLE, AND 1.3 KM (0.8 MI) SOUTHEAST OF
 FG1962'RUSSELLVILLE.  AT THE RUSSELLVILLE MUNICIPAL AIRPORT. OWNERSHIP--CITY
 FG1962'OF RUSSELLVILLE, CITY HALL, RUSSELLVILLE AR 72801. AIRPORT MANAGER IS
 FG1962'EARL ANDERSON, P.O.BOX 428. RUSSELLVILLE AR 72802. JIM WALDO IS ASST.
 FG1962'AIRPORT MANAGER.  HOME PHONE IS 501-331-2487.
 FG1962'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FG1962'HIGHWAY 7T IN EAST RUSSELLVILLE, GO SOUTH ON STATE HIGHWAY 7T FOR
 FG1962'1.61 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON 16 TH
 FG1962'STREET FOR 2.02 KM (1.26 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT
 FG1962'AND GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.38 KM (0.24 MI)
 FG1962'TO A DRIVEWAY AND PARKING LOT ON THE LEFT.  TURN LEFT AND GO EAST ON
 FG1962'THE DRIVEWAY AND THROUGH THE PARKING LOT FOR 0.06 KM (0.04 MI) TO A
 FG1962'LOCKED GATE.  PASS THROUGH THE GATE AND GO SOUTHEAST ON A PAVED ROAD
 FG1962'AND ACROSS AN APRON, PASSING THE AIRPORT OFFICE ON THE RIGHT, AND
 FG1962'ALONG A TAXIWAY FOR 0.13 KM (0.08 MI) TO A TAXIWAY. TURN LEFT AND GO
 FG1962'NORTHEAST ON THE TAXIWAY FOR 0.96 KM (0.60 MI) TO THE STATION ON THE
 FG1962'LEFT AND ABOUT ON LINE WITH THE TAXIWAY AND RUNWAY END.
 FG1962'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FG1962'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 15.3 M
 FG1962'(50.2 FT) NORTH OF THE NORTH EDGE OF THE TAXIWAY, 14.2 M (46.6 FT)
 FG1962'NORTH-NORTHEAST OF A TAXIWAY REFECTOR, 12.3 M (40.4 FT) THERE IS A
 FG1962'LOCKED GATE AT THIS AIRPORT.
 FG1962'DESCRIBED BY R.D.BALL.
 FG1962
 FG1962                          STATION RECOVERY (1995)
 FG1962
 FG1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 FG1962'THIS STATION IS LOCATED AT RUSSELLVILLE MUNICIPAL AIRPORT AT THE
 FG1962'NORTHEAST END OF THE FIELD NEAR RUNWAY END 25.  50.5 FT (15.4 M)
 FG1962'NORTHWEST OF THE NORTHEAST EDGE OF THE TAXIWAY CORNER, 46.6 FT (14.2
 FG1962'M) NORTHEAST OF A TAXIWAY REFLECTOR, SOUTHWEST OF THE TAXIWAY CORNER,
 FG1962'71.6 FT (21.8 M) NORTHWEST OF A TAXIWAY REFLECTOR SOUTHEAST OF THE
 FG1962'TAXIWAY CORNER.  IT IS 3D MARK SET BY NGS MOUNTED FLUSH WITH THE
 FG1962'GROUND.
 FG1962
 FG1962                          STATION RECOVERY (2004)
 FG1962
 FG1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0662 ***********************************************************************
 GF0662  DESIGNATION -  RUTH
 GF0662  PID         -  GF0662
 GF0662  STATE/COUNTY-  AR/BAXTER
 GF0662  USGS QUAD   -  GAMALIEL (1965)
 GF0662
 GF0662                         *CURRENT SURVEY CONTROL
 GF0662  ___________________________________________________________________
 GF0662* NAD 83(1997)-  36 22 49.88959(N)    092 09 34.33366(W)     ADJUSTED  
 GF0662* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 GF0662  ___________________________________________________________________
 GF0662  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GF0662  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GF0662
 GF0662  HORZ ORDER  -  SECOND
 GF0662
 GF0662.The horizontal coordinates were established by classical geodetic methods
 GF0662.and adjusted by the National Geodetic Survey in September 1999..
 GF0662
 GF0662.The orthometric height was scaled from a topographic map.
 GF0662
 GF0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0662
 GF0662.The geoid height was determined by GEOID03.
 GF0662
 GF0662;                    North         East     Units Scale Factor Converg.
 GF0662;SPC AR N     -   227,140.917   385,684.508   MT  1.00003241   -0 05 34.2
 GF0662;SPC AR N     -   745,211.49  1,265,366.59   sFT  1.00003241   -0 05 34.2
 GF0662;UTM  15      - 4,026,483.532   575,384.153   MT  0.99967001   +0 29 54.7
 GF0662
 GF0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0662!SPC AR N     -   0.99995782  x   1.00003241  =   0.99999023
 GF0662!UTM  15      -   0.99995782  x   0.99967001  =   0.99962785
 GF0662
 GF0662|---------------------------------------------------------------------|
 GF0662| PID    Reference Object                     Distance      Geod. Az  |
 GF0662|                                                           dddmmss.s |
 GF0662| CI2244 RUTH RM 1                            18.294 METERS 06852     |
 GF0662| GF0659 BEXAR                               APPROX.16.5 KM 1274514.5 |
 GF0662| GF0663 LOOKOUT TOWER 4 UNIT 16               8.311 METERS 17950     |
 GF0662| CI2245 RUTH RM 2                            17.723 METERS 26735     |
 GF0662|---------------------------------------------------------------------|
 GF0662
 GF0662                          SUPERSEDED SURVEY CONTROL
 GF0662
 GF0662  NAD 83(1986)-  36 22 49.90018(N)    092 09 34.33386(W) AD(       ) 2
 GF0662  NAD 27      -  36 22 49.66600(N)    092 09 33.77000(W) AD(       ) 2
 GF0662
 GF0662.Superseded values are not recommended for survey control.
 GF0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0662.See file dsdata.txt to determine how the superseded data were derived.
 GF0662
 GF0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7538426484(NAD 83)
 GF0662_MARKER: DS = TRIANGULATION STATION DISK
 GF0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0662
 GF0662  HISTORY     - Date     Condition        Report By
 GF0662  HISTORY     - 1953     MONUMENTED       CGS
 GF0662  HISTORY     - 1965     GOOD             CGS
 GF0662
 GF0662                          STATION DESCRIPTION
 GF0662
 GF0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0662'THE STATION IS ABOUT 10 MILES WEST AND 1-1/2 MILES SOUTH OF
 GF0662'VIOLA, 1/2 MILE WEST OF THE BAXTER-FULTON COUNTY LINE, ON A WOODED
 GF0662'HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY, IN
 GF0662'THE SOUTHWEST 1/4 OF SEC. 27, T 20 N, R 11 W, ON LAND OWNED BY THE
 GF0662'STATE AND OCCUPIED BY A LOOKOUT TOWER.  IT IS 18.6 FEET
 GF0662'SOUTHEAST OF AN 18 INCH OAK TREE.
 GF0662'
 GF0662'TO REACH THE STATION FROM THE CROSSROADS ON U.S. HIGHWAY 62 AT
 GF0662'THE NORTH EDGE OF VIOLA, GO WESTERLY ON HIGHWAY 62 FOR 7.7 MILES
 GF0662'TO THE GEPP POST OFFICE ON THE RIGHT, CONTINUE WESTERLY ON THE
 GF0662'HIGHWAY FOR 3.9 MILES TO A SIDE ROAD LEFT AT A SIGN FIRE TOWER,
 GF0662'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO THE
 GF0662'STATION.
 GF0662'
 GF0662'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GF0662'RUTH 1953.
 GF0662'
 GF0662'REFERENCE MARK 1 IS 14 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GF0662'A HOUSE AND 3 FEET SOUTHEAST OF A 14 INCH OAK TREE.  THE MARK
 GF0662'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED RUTH NO 1 1953.
 GF0662'
 GF0662'REFERENCE MARK 2 IS 2 FEET EAST OF A 36 INCH OAK TREE.  THE
 GF0662'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RUTH NO 2 1953.
 GF0662'
 GF0662'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0662'
 GF0662'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0662
 GF0662                          STATION RECOVERY (1965)
 GF0662
 GF0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0662'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0662'CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 GF0662'
 GF0662'THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1297 ***********************************************************************
 EJ1297  DESIGNATION -  RV
 EJ1297  PID         -  EJ1297
 EJ1297  STATE/COUNTY-  AR/GARLAND
 EJ1297  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1297
 EJ1297                         *CURRENT SURVEY CONTROL
 EJ1297  ___________________________________________________________________
 EJ1297* NAD 83(1986)-  34 30 08.     (N)    093 03 02.     (W)     SCALED    
 EJ1297* NAVD 88     -       171.080  (meters)     561.28   (feet)  ADJUSTED  
 EJ1297  ___________________________________________________________________
 EJ1297  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EJ1297  DYNAMIC HT  -         170.912 (meters)     560.73  (feet)  COMP
 EJ1297  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 EJ1297
 EJ1297  VERT ORDER  -  SECOND    CLASS 0
 EJ1297
 EJ1297.The horizontal coordinates were scaled from a topographic map and have
 EJ1297.an estimated accuracy of +/- 6 seconds.
 EJ1297
 EJ1297.The orthometric height was determined by differential leveling
 EJ1297.and adjusted by the National Geodetic Survey in June 1991..
 EJ1297
 EJ1297.The geoid height was determined by GEOID03.
 EJ1297
 EJ1297.The dynamic height is computed by dividing the NAVD 88
 EJ1297.geopotential number by the normal gravity value computed on the
 EJ1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1297.degrees latitude (g = 980.6199 gals.).
 EJ1297
 EJ1297.The modeled gravity was interpolated from observed gravity values.
 EJ1297
 EJ1297;                    North         East    Units  Estimated Accuracy
 EJ1297;SPC AR S     -   604,080.      303,530.      MT  (+/- 180 meters Scaled)
 EJ1297
 EJ1297                          SUPERSEDED SURVEY CONTROL
 EJ1297
 EJ1297  NGVD 29 (??/??/92)  171.073  (m)          561.26   (f) ADJ UNCH    2 0
 EJ1297
 EJ1297.Superseded values are not recommended for survey control.
 EJ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1297.See file dsdata.txt to determine how the superseded data were derived.
 EJ1297
 EJ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU953178(NAD 83)
 EJ1297_MARKER: R = RIVET
 EJ1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1297_SP_SET: CULVERT
 EJ1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1297
 EJ1297  HISTORY     - Date     Condition        Report By
 EJ1297  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1297  HISTORY     - 1939     GOOD             NGS
 EJ1297
 EJ1297                          STATION DESCRIPTION
 EJ1297
 EJ1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1297'0.4 MI S FROM HOT SPRINGS.
 EJ1297'0.4 MILE SOUTH OF MISSOURI PACIFIC R.R. STATION.  A MONEL METAL RIVET
 EJ1297'IN THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT OVER GRAND
 EJ1297'AVE.  33 FEET WEST OF WEST RAIL OF MISSOUIR PACIFIC R. R.  42 FEET
 EJ1297'SOUTH OF CENTERLINE OF GRAND AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1331 ***********************************************************************
 EJ1331  DESIGNATION -  RV
 EJ1331  PID         -  EJ1331
 EJ1331  STATE/COUNTY-  AR/PIKE
 EJ1331  USGS QUAD   -  NARROWS DAM (1969)
 EJ1331
 EJ1331                         *CURRENT SURVEY CONTROL
 EJ1331  ___________________________________________________________________
 EJ1331* NAD 83(1986)-  34 10 42.     (N)    093 37 51.     (W)     SCALED    
 EJ1331* NAVD 88     -       202.300  (meters)     663.71   (feet)  ADJUSTED  
 EJ1331  ___________________________________________________________________
 EJ1331  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EJ1331  DYNAMIC HT  -         202.093 (meters)     663.03  (feet)  COMP
 EJ1331  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 EJ1331
 EJ1331  VERT ORDER  -  SECOND    CLASS 0
 EJ1331
 EJ1331.The horizontal coordinates were scaled from a topographic map and have
 EJ1331.an estimated accuracy of +/- 6 seconds.
 EJ1331
 EJ1331.The orthometric height was determined by differential leveling
 EJ1331.and adjusted by the National Geodetic Survey in June 1991..
 EJ1331
 EJ1331.The geoid height was determined by GEOID03.
 EJ1331
 EJ1331.The dynamic height is computed by dividing the NAVD 88
 EJ1331.geopotential number by the normal gravity value computed on the
 EJ1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1331.degrees latitude (g = 980.6199 gals.).
 EJ1331
 EJ1331.The modeled gravity was interpolated from observed gravity values.
 EJ1331
 EJ1331;                    North         East    Units  Estimated Accuracy
 EJ1331;SPC AR S     -   568,860.      249,670.      MT  (+/- 180 meters Scaled)
 EJ1331
 EJ1331                          SUPERSEDED SURVEY CONTROL
 EJ1331
 EJ1331  NGVD 29 (??/??/92)  202.278  (m)          663.64   (f) ADJ UNCH    2 0
 EJ1331
 EJ1331.Superseded values are not recommended for survey control.
 EJ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1331.See file dsdata.txt to determine how the superseded data were derived.
 EJ1331
 EJ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT418821(NAD 83)
 EJ1331_MARKER: R = RIVET
 EJ1331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1331_SP_SET: CULVERT
 EJ1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1331
 EJ1331  HISTORY     - Date     Condition        Report By
 EJ1331  HISTORY     - UNK      MONUMENTED       ARGS
 EJ1331  HISTORY     - 1962     GOOD             NGS
 EJ1331
 EJ1331                          STATION DESCRIPTION
 EJ1331
 EJ1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1331'5.5 MI S FROM KIRBY.
 EJ1331'5.5 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE SCHOOL ATT KIRBY, PIKE
 EJ1331'COUNTY, 1.0 MILE NORTH OF A STATE FORESTRY SERVICE OBSERVATION TOWER,
 EJ1331'AND IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL OF A
 EJ1331'CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0259 ***********************************************************************
 GE0259  DESIGNATION -  RV 1
 GE0259  PID         -  GE0259
 GE0259  STATE/COUNTY-  AR/CLAY
 GE0259  USGS QUAD   -  CORNING (1964)
 GE0259
 GE0259                         *CURRENT SURVEY CONTROL
 GE0259  ___________________________________________________________________
 GE0259* NAD 83(1986)-  36 29 22.     (N)    090 31 13.     (W)     SCALED    
 GE0259* NAVD 88     -        90.512  (meters)     296.95   (feet)  ADJUSTED  
 GE0259  ___________________________________________________________________
 GE0259  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GE0259  DYNAMIC HT  -          90.439 (meters)     296.72  (feet)  COMP
 GE0259  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GE0259
 GE0259  VERT ORDER  -  FIRST     CLASS II
 GE0259
 GE0259.The horizontal coordinates were scaled from a topographic map and have
 GE0259.an estimated accuracy of +/- 6 seconds.
 GE0259
 GE0259.The orthometric height was determined by differential leveling
 GE0259.and adjusted by the National Geodetic Survey in June 1991..
 GE0259.WARNING-Repeat measurements at this control monument indicate possible
 GE0259.vertical movement.
 GE0259
 GE0259.The geoid height was determined by GEOID03.
 GE0259
 GE0259.The dynamic height is computed by dividing the NAVD 88
 GE0259.geopotential number by the normal gravity value computed on the
 GE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0259.degrees latitude (g = 980.6199 gals.).
 GE0259
 GE0259.The modeled gravity was interpolated from observed gravity values.
 GE0259
 GE0259;                    North         East    Units  Estimated Accuracy
 GE0259;SPC AR N     -   240,210.      532,590.      MT  (+/- 180 meters Scaled)
 GE0259
 GE0259                          SUPERSEDED SURVEY CONTROL
 GE0259
 GE0259  NGVD 29 (??/??/92)   90.500  (m)          296.92   (f) ADJ UNCH    1 2
 GE0259
 GE0259.Superseded values are not recommended for survey control.
 GE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0259.See file dsdata.txt to determine how the superseded data were derived.
 GE0259
 GE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA221410(NAD 83)
 GE0259_MARKER: R = RIVET
 GE0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0259_SP_SET: FOUNDATION
 GE0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0259
 GE0259  HISTORY     - Date     Condition        Report By
 GE0259  HISTORY     - UNK      MONUMENTED       MPRR
 GE0259  HISTORY     - 1956     GOOD             NGS
 GE0259
 GE0259                          STATION DESCRIPTION
 GE0259
 GE0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0259'0.6 MI N FROM MOARK.
 GE0259'0.65 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0259'STATION AT MOARK, LOCATED ACROSS TRACK FROM A POINT BETWEEN
 GE0259'POLES 185/25 AND 185/26, IN THE TOP OF NORTH CORNER OF ABANDONED
 GE0259'FOUNDATION OF A BATTERY FEED, 9 1/2 FEET NORTHWEST OF NORTHWEST
 GE0259'RAIL, 1 3/4 FEET SOUTH OF SOUTH FACE OF CONCRETE FOUNDATION OF
 GE0259'NEW BATTERY FEED AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1314 ***********************************************************************
 FF1314  DESIGNATION -  RV 1
 FF1314  PID         -  FF1314
 FF1314  STATE/COUNTY-  AR/WHITE
 FF1314  USGS QUAD   -  KENSETT (1994)
 FF1314
 FF1314                         *CURRENT SURVEY CONTROL
 FF1314  ___________________________________________________________________
 FF1314* NAD 83(1986)-  35 14 06.     (N)    091 39 48.     (W)     SCALED    
 FF1314* NAVD 88     -        67.626  (meters)     221.87   (feet)  ADJUSTED  
 FF1314  ___________________________________________________________________
 FF1314  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1314  DYNAMIC HT  -          67.565 (meters)     221.67  (feet)  COMP
 FF1314  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 FF1314
 FF1314  VERT ORDER  -  FIRST     CLASS II
 FF1314
 FF1314.The horizontal coordinates were scaled from a topographic map and have
 FF1314.an estimated accuracy of +/- 6 seconds.
 FF1314
 FF1314.The orthometric height was determined by differential leveling
 FF1314.and adjusted by the National Geodetic Survey in June 1991..
 FF1314
 FF1314.The geoid height was determined by GEOID03.
 FF1314
 FF1314.The dynamic height is computed by dividing the NAVD 88
 FF1314.geopotential number by the normal gravity value computed on the
 FF1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1314.degrees latitude (g = 980.6199 gals.).
 FF1314
 FF1314.The modeled gravity was interpolated from observed gravity values.
 FF1314
 FF1314;                    North         East    Units  Estimated Accuracy
 FF1314;SPC AR N     -   100,090.      430,640.      MT  (+/- 180 meters Scaled)
 FF1314
 FF1314                          SUPERSEDED SURVEY CONTROL
 FF1314
 FF1314  NGVD 29 (??/??/??)   67.582  (m)          221.73   (f) ADJUSTED    1 2
 FF1314
 FF1314.Superseded values are not recommended for survey control.
 FF1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1314.See file dsdata.txt to determine how the superseded data were derived.
 FF1314
 FF1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU216999(NAD 83)
 FF1314_MARKER: R = RIVET
 FF1314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1314_SP_SET: CULVERT
 FF1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1314
 FF1314  HISTORY     - Date     Condition        Report By
 FF1314  HISTORY     - UNK      MONUMENTED       MPRR
 FF1314  HISTORY     - 1931     GOOD             CGS
 FF1314  HISTORY     - 1934     GOOD             CGS
 FF1314  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF1314
 FF1314                          STATION DESCRIPTION
 FF1314
 FF1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1314'AT KENSETT.
 FF1314'AT KENSETT, WHITE COUNTY, ABOUT 0.5 MILE NORTHEAST ALONG THE
 FF1314'MISSOURI PACIFIC RAILROAD FROM THE STATION, BETWEEN POLES
 FF1314'295+39 AND 296, AND IN THE TOP OF THE WEST END OF AN 8- BY
 FF1314'10-FOOT CULVERT.  A STANDARD MONEL-METAL RIVET.
 FF1314
 FF1314                          STATION RECOVERY (1934)
 FF1314
 FF1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1314'RECOVERED IN GOOD CONDITION.
 FF1314
 FF1314                          STATION RECOVERY (1990)
 FF1314
 FF1314'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1335 ***********************************************************************
 FF1335  DESIGNATION -  RV 10
 FF1335  PID         -  FF1335
 FF1335  STATE/COUNTY-  AR/WHITE
 FF1335  USGS QUAD   -  BALD KNOB (1994)
 FF1335
 FF1335                         *CURRENT SURVEY CONTROL
 FF1335  ___________________________________________________________________
 FF1335* NAD 83(1986)-  35 18 23.     (N)    091 34 14.     (W)     SCALED    
 FF1335* NAVD 88     -        69.92   (+/-2cm)     229.4    (feet)  VERTCON   
 FF1335  ___________________________________________________________________
 FF1335  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1335
 FF1335  VERT ORDER  -  ? (See Below)
 FF1335
 FF1335.The horizontal coordinates were scaled from a topographic map and have
 FF1335.an estimated accuracy of +/- 6 seconds.
 FF1335
 FF1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1335.The vertical order pertains to the NGVD 29 superseded value.
 FF1335
 FF1335.The geoid height was determined by GEOID03.
 FF1335
 FF1335;                    North         East    Units  Estimated Accuracy
 FF1335;SPC AR N     -   108,040.      439,050.      MT  (+/- 180 meters Scaled)
 FF1335
 FF1335                          SUPERSEDED SURVEY CONTROL
 FF1335
 FF1335  NGVD 29 (??/??/??)   69.877  (m)          229.25   (f) ADJUSTED    ?  
 FF1335
 FF1335.Superseded values are not recommended for survey control.
 FF1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1335.See file dsdata.txt to determine how the superseded data were derived.
 FF1335
 FF1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV299079(NAD 83)
 FF1335_MARKER: R = RIVET
 FF1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1335+STABILITY: SURFACE MOTION
 FF1335
 FF1335  HISTORY     - Date     Condition        Report By
 FF1335  HISTORY     - UNK      MONUMENTED       MPRR
 FF1335  HISTORY     - 1931     GOOD             CGS
 FF1335  HISTORY     - 1934     GOOD             CGS
 FF1335
 FF1335                          STATION DESCRIPTION
 FF1335
 FF1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1335'NEAR BALD KNOB.
 FF1335'AT THE SOUTHWEST EDGE OF BALD KNOB, WHITE COUNTY, ON THE MAIN
 FF1335'LINE OF THE MISSOURI PACIFIC RAILROAD, OPPOSITE POLE 288+27,
 FF1335'AT A BRIDGE SIGNAL, AND IN THE CENTER LINE OF THE WEST SIDE OF
 FF1335'THE CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
 FF1335
 FF1335                          STATION RECOVERY (1934)
 FF1335
 FF1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1431 ***********************************************************************
 FF1431  DESIGNATION -  RV 100
 FF1431  PID         -  FF1431
 FF1431  STATE/COUNTY-  AR/WHITE
 FF1431  USGS QUAD   -  KENSETT (1994)
 FF1431
 FF1431                         *CURRENT SURVEY CONTROL
 FF1431  ___________________________________________________________________
 FF1431* NAD 83(1986)-  35 12 49.     (N)    091 41 29.     (W)     SCALED    
 FF1431* NAVD 88     -        68.289  (meters)     224.04   (feet)  ADJUSTED  
 FF1431  ___________________________________________________________________
 FF1431  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1431  DYNAMIC HT  -          68.227 (meters)     223.84  (feet)  COMP
 FF1431  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 FF1431
 FF1431  VERT ORDER  -  FIRST     CLASS II
 FF1431
 FF1431.The horizontal coordinates were scaled from a topographic map and have
 FF1431.an estimated accuracy of +/- 6 seconds.
 FF1431
 FF1431.The orthometric height was determined by differential leveling
 FF1431.and adjusted by the National Geodetic Survey in June 1991..
 FF1431
 FF1431.The geoid height was determined by GEOID03.
 FF1431
 FF1431.The dynamic height is computed by dividing the NAVD 88
 FF1431.geopotential number by the normal gravity value computed on the
 FF1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1431.degrees latitude (g = 980.6199 gals.).
 FF1431
 FF1431.The modeled gravity was interpolated from observed gravity values.
 FF1431
 FF1431;                    North         East    Units  Estimated Accuracy
 FF1431;SPC AR N     -    97,700.      428,100.      MT  (+/- 180 meters Scaled)
 FF1431
 FF1431                          SUPERSEDED SURVEY CONTROL
 FF1431
 FF1431  NGVD 29 (??/??/??)   68.249  (m)          223.91   (f) ADJUSTED    1 2
 FF1431
 FF1431.Superseded values are not recommended for survey control.
 FF1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1431.See file dsdata.txt to determine how the superseded data were derived.
 FF1431
 FF1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU191975(NAD 83)
 FF1431_MARKER: DD = SURVEY DISK
 FF1431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1431_SP_SET: CULVERT
 FF1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1431
 FF1431  HISTORY     - Date     Condition        Report By
 FF1431  HISTORY     - UNK      MONUMENTED       MPRR
 FF1431  HISTORY     - 1955     GOOD             CGS
 FF1431  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF1431
 FF1431                          STATION DESCRIPTION
 FF1431
 FF1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1431'1.6 MI SW FROM KENSETT.
 FF1431'1.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1431'STATION AT KENSETT, WHITE COUNTY, 82 FEET SOUTHEAST OF POLE 298/05,
 FF1431'110 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 67 E, AT
 FF1431'A DOUBLE CAST-IRON PIPE CULVERT, IN THE CENTER OF THE NORTHWEST
 FF1431'HEADWALL, AND 6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FF1431'NORTHWEST TRACK.
 FF1431
 FF1431                          STATION RECOVERY (1990)
 FF1431
 FF1431'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1433 ***********************************************************************
 FF1433  DESIGNATION -  RV 102
 FF1433  PID         -  FF1433
 FF1433  STATE/COUNTY-  AR/WHITE
 FF1433  USGS QUAD   -  KENSETT (1994)
 FF1433
 FF1433                         *CURRENT SURVEY CONTROL
 FF1433  ___________________________________________________________________
 FF1433* NAD 83(1986)-  35 12 13.     (N)    091 42 18.     (W)     SCALED    
 FF1433* NAVD 88     -        67.229  (meters)     220.57   (feet)  ADJUSTED  
 FF1433  ___________________________________________________________________
 FF1433  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1433  DYNAMIC HT  -          67.169 (meters)     220.37  (feet)  COMP
 FF1433  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 FF1433
 FF1433  VERT ORDER  -  FIRST     CLASS II
 FF1433
 FF1433.The horizontal coordinates were scaled from a topographic map and have
 FF1433.an estimated accuracy of +/- 6 seconds.
 FF1433
 FF1433.The orthometric height was determined by differential leveling
 FF1433.and adjusted by the National Geodetic Survey in June 1991..
 FF1433
 FF1433.The geoid height was determined by GEOID03.
 FF1433
 FF1433.The dynamic height is computed by dividing the NAVD 88
 FF1433.geopotential number by the normal gravity value computed on the
 FF1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1433.degrees latitude (g = 980.6199 gals.).
 FF1433
 FF1433.The modeled gravity was interpolated from observed gravity values.
 FF1433
 FF1433;                    North         East    Units  Estimated Accuracy
 FF1433;SPC AR N     -    96,590.      426,860.      MT  (+/- 180 meters Scaled)
 FF1433
 FF1433                          SUPERSEDED SURVEY CONTROL
 FF1433
 FF1433  NGVD 29 (??/??/??)   67.191  (m)          220.44   (f) ADJUSTED    1 2
 FF1433
 FF1433.Superseded values are not recommended for survey control.
 FF1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1433.See file dsdata.txt to determine how the superseded data were derived.
 FF1433
 FF1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU178963(NAD 83)
 FF1433_MARKER: R = RIVET
 FF1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1433+STABILITY: SURFACE MOTION
 FF1433
 FF1433  HISTORY     - Date     Condition        Report By
 FF1433  HISTORY     - UNK      MONUMENTED       MPRR
 FF1433  HISTORY     - 1955     GOOD             CGS
 FF1433  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1433
 FF1433                          STATION DESCRIPTION
 FF1433
 FF1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1433'0.6 MI NE FROM HIGGINSON.
 FF1433'0.6 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1433'STATION AT HIGGINSON, WHITE COUNTY, 287 FEET NORTHEAST OF A WHISTLE
 FF1433'POST, 65 FEET WEST OF POLE 299/08, AT A BATTERY FEED, IN THE
 FF1433'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, AND 7.3 FEET
 FF1433'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 FF1433
 FF1433                          STATION RECOVERY (2003)
 FF1433
 FF1433'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1437 ***********************************************************************
 FF1437  DESIGNATION -  RV 104
 FF1437  PID         -  FF1437
 FF1437  STATE/COUNTY-  AR/WHITE
 FF1437  USGS QUAD   -  KENSETT (1994)
 FF1437
 FF1437                         *CURRENT SURVEY CONTROL
 FF1437  ___________________________________________________________________
 FF1437* NAD 83(1986)-  35 11 38.     (N)    091 43 03.     (W)     SCALED    
 FF1437* NAVD 88     -        66.931  (meters)     219.59   (feet)  ADJUSTED  
 FF1437  ___________________________________________________________________
 FF1437  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1437  DYNAMIC HT  -          66.870 (meters)     219.39  (feet)  COMP
 FF1437  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FF1437
 FF1437  VERT ORDER  -  FIRST     CLASS II
 FF1437
 FF1437.The horizontal coordinates were scaled from a topographic map and have
 FF1437.an estimated accuracy of +/- 6 seconds.
 FF1437
 FF1437.The orthometric height was determined by differential leveling
 FF1437.and adjusted by the National Geodetic Survey in June 1991..
 FF1437
 FF1437.The geoid height was determined by GEOID03.
 FF1437
 FF1437.The dynamic height is computed by dividing the NAVD 88
 FF1437.geopotential number by the normal gravity value computed on the
 FF1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1437.degrees latitude (g = 980.6199 gals.).
 FF1437
 FF1437.The modeled gravity was interpolated from observed gravity values.
 FF1437
 FF1437;                    North         East    Units  Estimated Accuracy
 FF1437;SPC AR N     -    95,510.      425,730.      MT  (+/- 180 meters Scaled)
 FF1437
 FF1437                          SUPERSEDED SURVEY CONTROL
 FF1437
 FF1437  NGVD 29 (??/??/??)   66.895  (m)          219.47   (f) ADJUSTED    1 2
 FF1437
 FF1437.Superseded values are not recommended for survey control.
 FF1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1437.See file dsdata.txt to determine how the superseded data were derived.
 FF1437
 FF1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU167952(NAD 83)
 FF1437_MARKER: R = RIVET
 FF1437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1437_SP_SET: CULVERT
 FF1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1437
 FF1437  HISTORY     - Date     Condition        Report By
 FF1437  HISTORY     - UNK      MONUMENTED       MPRR
 FF1437  HISTORY     - 1955     GOOD             CGS
 FF1437  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1437
 FF1437                          STATION DESCRIPTION
 FF1437
 FF1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1437'0.4 MI SW FROM HIGGINSON.
 FF1437'0.4 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1437'STATION AT HIGGINSON, WHITE COUNTY, 275 FEET NORTHEAST OF A BLOCK
 FF1437'SIGNAL, 66.5 FEET NORTHWEST OF POLE 300/07, AT A CONCRETE CULVERT,
 FF1437'IN THE CENTER OF THE NORTHWEST HEADWALL, AND 8.7 FEET NORTHWEST
 FF1437'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 FF1437
 FF1437                          STATION RECOVERY (2003)
 FF1437
 FF1437'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1438 ***********************************************************************
 FF1438  DESIGNATION -  RV 105
 FF1438  PID         -  FF1438
 FF1438  STATE/COUNTY-  AR/WHITE
 FF1438  USGS QUAD   -  KENSETT (1994)
 FF1438
 FF1438                         *CURRENT SURVEY CONTROL
 FF1438  ___________________________________________________________________
 FF1438* NAD 83(1986)-  35 11 13.     (N)    091 43 36.     (W)     SCALED    
 FF1438* NAVD 88     -        67.063  (meters)     220.02   (feet)  ADJUSTED  
 FF1438  ___________________________________________________________________
 FF1438  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1438  DYNAMIC HT  -          67.002 (meters)     219.82  (feet)  COMP
 FF1438  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 FF1438
 FF1438  VERT ORDER  -  FIRST     CLASS II
 FF1438
 FF1438.The horizontal coordinates were scaled from a topographic map and have
 FF1438.an estimated accuracy of +/- 6 seconds.
 FF1438
 FF1438.The orthometric height was determined by differential leveling
 FF1438.and adjusted by the National Geodetic Survey in June 1991..
 FF1438
 FF1438.The geoid height was determined by GEOID03.
 FF1438
 FF1438.The dynamic height is computed by dividing the NAVD 88
 FF1438.geopotential number by the normal gravity value computed on the
 FF1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1438.degrees latitude (g = 980.6199 gals.).
 FF1438
 FF1438.The modeled gravity was interpolated from observed gravity values.
 FF1438
 FF1438;                    North         East    Units  Estimated Accuracy
 FF1438;SPC AR N     -    94,740.      424,890.      MT  (+/- 180 meters Scaled)
 FF1438
 FF1438                          SUPERSEDED SURVEY CONTROL
 FF1438
 FF1438  NGVD 29 (??/??/??)   67.028  (m)          219.91   (f) ADJUSTED    1 2
 FF1438
 FF1438.Superseded values are not recommended for survey control.
 FF1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1438.See file dsdata.txt to determine how the superseded data were derived.
 FF1438
 FF1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU159945(NAD 83)
 FF1438_MARKER: R = RIVET
 FF1438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1438_SP_SET: CULVERT
 FF1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1438
 FF1438  HISTORY     - Date     Condition        Report By
 FF1438  HISTORY     - UNK      MONUMENTED       MPRR
 FF1438  HISTORY     - 1955     GOOD             CGS
 FF1438
 FF1438                          STATION DESCRIPTION
 FF1438
 FF1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1438'1.1 MI SW FROM HIGGINSON.
 FF1438'1.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1438'STATION AT HIGGINSON, WHITE COUNTY, 62.8 FEET SOUTHWEST OF POLE
 FF1438'300/35, AT A CONCRETE CULVERT, IN THE CENTER OF THE NORTHWEST
 FF1438'HEADWALL, AND 8.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FF1438'NORTHWEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1439 ***********************************************************************
 FF1439  DESIGNATION -  RV 106
 FF1439  PID         -  FF1439
 FF1439  STATE/COUNTY-  AR/WHITE
 FF1439  USGS QUAD   -  KENSETT (1994)
 FF1439
 FF1439                         *CURRENT SURVEY CONTROL
 FF1439  ___________________________________________________________________
 FF1439* NAD 83(1986)-  35 10 58.     (N)    091 43 54.     (W)     SCALED    
 FF1439* NAVD 88     -        67.207  (meters)     220.50   (feet)  ADJUSTED  
 FF1439  ___________________________________________________________________
 FF1439  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1439  DYNAMIC HT  -          67.146 (meters)     220.29  (feet)  COMP
 FF1439  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 FF1439
 FF1439  VERT ORDER  -  FIRST     CLASS II
 FF1439
 FF1439.The horizontal coordinates were scaled from a topographic map and have
 FF1439.an estimated accuracy of +/- 6 seconds.
 FF1439
 FF1439.The orthometric height was determined by differential leveling
 FF1439.and adjusted by the National Geodetic Survey in June 1991..
 FF1439
 FF1439.The geoid height was determined by GEOID03.
 FF1439
 FF1439.The dynamic height is computed by dividing the NAVD 88
 FF1439.geopotential number by the normal gravity value computed on the
 FF1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1439.degrees latitude (g = 980.6199 gals.).
 FF1439
 FF1439.The modeled gravity was interpolated from observed gravity values.
 FF1439
 FF1439;                    North         East    Units  Estimated Accuracy
 FF1439;SPC AR N     -    94,270.      424,440.      MT  (+/- 180 meters Scaled)
 FF1439
 FF1439                          SUPERSEDED SURVEY CONTROL
 FF1439
 FF1439  NGVD 29 (??/??/??)   67.173  (m)          220.38   (f) ADJUSTED    1 2
 FF1439
 FF1439.Superseded values are not recommended for survey control.
 FF1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1439.See file dsdata.txt to determine how the superseded data were derived.
 FF1439
 FF1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU154940(NAD 83)
 FF1439_MARKER: R = RIVET
 FF1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1439_SP_SET: CULVERT
 FF1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1439
 FF1439  HISTORY     - Date     Condition        Report By
 FF1439  HISTORY     - UNK      MONUMENTED       MPRR
 FF1439  HISTORY     - 1955     GOOD             CGS
 FF1439
 FF1439                          STATION DESCRIPTION
 FF1439
 FF1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1439'1.5 MI SW FROM HIGGINSON.
 FF1439'1.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1439'STATION AT HIGGINSON, WHITE COUNTY, 220 FEET NORTHEAST OF A
 FF1439'ROAD CROSSING, 62.8 FEET NORTHWEST OF POLE 301/11, AT A 24-INCH
 FF1439'CAST-IRON PIPE CULVERT, IN THE CENTER OF THE NORTHWEST CONCRETE
 FF1439'HEADWALL, AND 14.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FF1439'NORTHWEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1440 ***********************************************************************
 FF1440  DESIGNATION -  RV 107
 FF1440  PID         -  FF1440
 FF1440  STATE/COUNTY-  AR/WHITE
 FF1440  USGS QUAD   -  KENSETT (1994)
 FF1440
 FF1440                         *CURRENT SURVEY CONTROL
 FF1440  ___________________________________________________________________
 FF1440* NAD 83(1986)-  35 10 35.     (N)    091 44 24.     (W)     SCALED    
 FF1440* NAVD 88     -        67.56   (+/-2cm)     221.7    (feet)  VERTCON   
 FF1440  ___________________________________________________________________
 FF1440  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1440
 FF1440  VERT ORDER  -  ? (See Below)
 FF1440
 FF1440.The horizontal coordinates were scaled from a topographic map and have
 FF1440.an estimated accuracy of +/- 6 seconds.
 FF1440
 FF1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1440.The vertical order pertains to the NGVD 29 superseded value.
 FF1440
 FF1440.The geoid height was determined by GEOID03.
 FF1440
 FF1440;                    North         East    Units  Estimated Accuracy
 FF1440;SPC AR N     -    93,560.      423,680.      MT  (+/- 180 meters Scaled)
 FF1440
 FF1440                          SUPERSEDED SURVEY CONTROL
 FF1440
 FF1440  NGVD 29 (??/??/??)   67.524  (m)          221.53   (f) ADJUSTED    ?  
 FF1440
 FF1440.Superseded values are not recommended for survey control.
 FF1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1440.See file dsdata.txt to determine how the superseded data were derived.
 FF1440
 FF1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU147933(NAD 83)
 FF1440_MARKER: R = RIVET
 FF1440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1440_SP_SET: CULVERT
 FF1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1440
 FF1440  HISTORY     - Date     Condition        Report By
 FF1440  HISTORY     - UNK      MONUMENTED       MPRR
 FF1440  HISTORY     - 1955     GOOD             CGS
 FF1440
 FF1440                          STATION DESCRIPTION
 FF1440
 FF1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1440'2.2 MI SW FROM HIGGINSON.
 FF1440'2.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1440'STATION AT HIGGINSON, WHITE COUNTY, 70-FEET WEST OF POLE 301/38,
 FF1440'AT A 30-INCH CAST-IRON PIPE CULVERT, IN THE NORTHEAST CORNER OF THE
 FF1440'NORHTWEST CONCRETE HEADWALL, 14.3 FEET NORTHWEST OF THE NORTHWEST
 FF1440'RAIL OF THE NORTHWEST TRACK, AND 11 FEET SOUTHEAST OF A WHISTLE
 FF1440'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1443 ***********************************************************************
 FF1443  DESIGNATION -  RV 109
 FF1443  PID         -  FF1443
 FF1443  STATE/COUNTY-  AR/WHITE
 FF1443  USGS QUAD   -  GARNER (1981)
 FF1443
 FF1443                         *CURRENT SURVEY CONTROL
 FF1443  ___________________________________________________________________
 FF1443* NAD 83(1986)-  35 09 53.     (N)    091 45 19.     (W)     SCALED    
 FF1443* NAVD 88     -        66.251  (meters)     217.36   (feet)  ADJUSTED  
 FF1443  ___________________________________________________________________
 FF1443  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1443  DYNAMIC HT  -          66.191 (meters)     217.16  (feet)  COMP
 FF1443  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 FF1443
 FF1443  VERT ORDER  -  FIRST     CLASS II
 FF1443
 FF1443.The horizontal coordinates were scaled from a topographic map and have
 FF1443.an estimated accuracy of +/- 6 seconds.
 FF1443
 FF1443.The orthometric height was determined by differential leveling
 FF1443.and adjusted by the National Geodetic Survey in June 1991..
 FF1443
 FF1443.The geoid height was determined by GEOID03.
 FF1443
 FF1443.The dynamic height is computed by dividing the NAVD 88
 FF1443.geopotential number by the normal gravity value computed on the
 FF1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1443.degrees latitude (g = 980.6199 gals.).
 FF1443
 FF1443.The modeled gravity was interpolated from observed gravity values.
 FF1443
 FF1443;                    North         East    Units  Estimated Accuracy
 FF1443;SPC AR N     -    92,260.      422,300.      MT  (+/- 180 meters Scaled)
 FF1443
 FF1443                          SUPERSEDED SURVEY CONTROL
 FF1443
 FF1443  NGVD 29 (??/??/??)   66.221  (m)          217.26   (f) ADJUSTED    1 2
 FF1443
 FF1443.Superseded values are not recommended for survey control.
 FF1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1443.See file dsdata.txt to determine how the superseded data were derived.
 FF1443
 FF1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU133920(NAD 83)
 FF1443_MARKER: R = RIVET
 FF1443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1443_SP_SET: CULVERT
 FF1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1443+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 FF1443
 FF1443  HISTORY     - Date     Condition        Report By
 FF1443  HISTORY     - UNK      MONUMENTED       MPRR
 FF1443  HISTORY     - 1955     GOOD             CGS
 FF1443  HISTORY     - 20030630 GOOD             USACE
 FF1443
 FF1443                          STATION DESCRIPTION
 FF1443
 FF1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1443'2.4 MI NE FROM GARNER.
 FF1443'2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1443'STATION SIGN AT GARNER, WHITE COUNTY, 80 FEET NORTHWEST OF POLE
 FF1443'303/05, 69.5 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 67,
 FF1443'AT A 36-INCH CAST-IRON PIPE CULVERT, IN THE CENTER OF THE NORTHWEST
 FF1443'CONCRETE HEADWALL, AND 9.4 FEET NORTHWEST OF THE NORTHWEST RAIL
 FF1443'OF THE NORTHWEST TRACK.
 FF1443
 FF1443                          STATION RECOVERY (2003)
 FF1443
 FF1443'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1354 ***********************************************************************
 FF1354  DESIGNATION -  RV 11
 FF1354  PID         -  FF1354
 FF1354  STATE/COUNTY-  AR/WHITE
 FF1354  USGS QUAD   -  BALD KNOB (1994)
 FF1354
 FF1354                         *CURRENT SURVEY CONTROL
 FF1354  ___________________________________________________________________
 FF1354* NAD 83(1986)-  35 18 46.     (N)    091 33 43.     (W)     SCALED    
 FF1354* NAVD 88     -        67.459  (meters)     221.32   (feet)  ADJUSTED  
 FF1354  ___________________________________________________________________
 FF1354  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1354  DYNAMIC HT  -          67.399 (meters)     221.12  (feet)  COMP
 FF1354  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 FF1354
 FF1354  VERT ORDER  -  FIRST     CLASS II
 FF1354
 FF1354.The horizontal coordinates were scaled from a topographic map and have
 FF1354.an estimated accuracy of +/- 6 seconds.
 FF1354
 FF1354.The orthometric height was determined by differential leveling
 FF1354.and adjusted by the National Geodetic Survey in June 1991..
 FF1354
 FF1354.The geoid height was determined by GEOID03.
 FF1354
 FF1354.The dynamic height is computed by dividing the NAVD 88
 FF1354.geopotential number by the normal gravity value computed on the
 FF1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1354.degrees latitude (g = 980.6199 gals.).
 FF1354
 FF1354.The modeled gravity was interpolated from observed gravity values.
 FF1354
 FF1354;                    North         East    Units  Estimated Accuracy
 FF1354;SPC AR N     -   108,750.      439,830.      MT  (+/- 180 meters Scaled)
 FF1354
 FF1354                          SUPERSEDED SURVEY CONTROL
 FF1354
 FF1354  NGVD 29 (??/??/??)   67.413  (m)          221.17   (f) ADJUSTED    1 2
 FF1354
 FF1354.Superseded values are not recommended for survey control.
 FF1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1354.See file dsdata.txt to determine how the superseded data were derived.
 FF1354
 FF1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV307086(NAD 83)
 FF1354_MARKER: R = RIVET
 FF1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1354_SP_SET: FOUNDATION
 FF1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1354
 FF1354  HISTORY     - Date     Condition        Report By
 FF1354  HISTORY     - UNK      MONUMENTED       MPRR
 FF1354  HISTORY     - 1931     GOOD             CGS
 FF1354  HISTORY     - 1934     GOOD             CGS
 FF1354
 FF1354                          STATION DESCRIPTION
 FF1354
 FF1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1354'AT BALD KNOB.
 FF1354'AT THE NORTHEAST EDGE OF BALD KNOB, WHITE COUNTY, ON THE MAIN
 FF1354'LINE OF THE MISSOURI PACIFIC RAILROAD, OPPOSITE POLE 287+36,
 FF1354'AND IN THE NORTHWEST CORNER OF A CONCRETE BATTERY-FEED FOUNDATION.
 FF1354'A STANDARD MONEL-METAL RIVET.
 FF1354
 FF1354                          STATION RECOVERY (1934)
 FF1354
 FF1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1446 ***********************************************************************
 FF1446  DESIGNATION -  RV 111
 FF1446  PID         -  FF1446
 FF1446  STATE/COUNTY-  AR/WHITE
 FF1446  USGS QUAD   -  GARNER (1981)
 FF1446
 FF1446                         *CURRENT SURVEY CONTROL
 FF1446  ___________________________________________________________________
 FF1446* NAD 83(1986)-  35 08 42.     (N)    091 46 51.     (W)     SCALED    
 FF1446* NAVD 88     -        66.893  (meters)     219.46   (feet)  ADJUSTED  
 FF1446  ___________________________________________________________________
 FF1446  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1446  DYNAMIC HT  -          66.832 (meters)     219.26  (feet)  COMP
 FF1446  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 FF1446
 FF1446  VERT ORDER  -  FIRST     CLASS II
 FF1446
 FF1446.The horizontal coordinates were scaled from a topographic map and have
 FF1446.an estimated accuracy of +/- 6 seconds.
 FF1446
 FF1446.The orthometric height was determined by differential leveling
 FF1446.and adjusted by the National Geodetic Survey in June 1991..
 FF1446
 FF1446.The geoid height was determined by GEOID03.
 FF1446
 FF1446.The dynamic height is computed by dividing the NAVD 88
 FF1446.geopotential number by the normal gravity value computed on the
 FF1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1446.degrees latitude (g = 980.6199 gals.).
 FF1446
 FF1446.The modeled gravity was interpolated from observed gravity values.
 FF1446
 FF1446;                    North         East    Units  Estimated Accuracy
 FF1446;SPC AR N     -    90,070.      419,970.      MT  (+/- 180 meters Scaled)
 FF1446
 FF1446                          SUPERSEDED SURVEY CONTROL
 FF1446
 FF1446  NGVD 29 (??/??/??)   66.865  (m)          219.37   (f) ADJUSTED    1 2
 FF1446
 FF1446.Superseded values are not recommended for survey control.
 FF1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1446.See file dsdata.txt to determine how the superseded data were derived.
 FF1446
 FF1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU110898(NAD 83)
 FF1446_MARKER: R = RIVET
 FF1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1446_SP_SET: CULVERT
 FF1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1446+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 FF1446
 FF1446  HISTORY     - Date     Condition        Report By
 FF1446  HISTORY     - UNK      MONUMENTED       MPRR
 FF1446  HISTORY     - 1955     GOOD             CGS
 FF1446  HISTORY     - 20030630 GOOD             USACE
 FF1446
 FF1446                          STATION DESCRIPTION
 FF1446
 FF1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1446'0.4 MI NE FROM GARNER.
 FF1446'0.4 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1446'STATION SIGN AT GARNER, WHITE COUNTY, 85.4 FEET SOUTHWEST OF
 FF1446'POLE 305/03, 72 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 FF1446'67, AT A DOUBLE 5- BY 8-FOOT CONCRETE CULVERT, IN THE CENTER OF
 FF1446'THE NORTHWEST HEADWALL, AND 9 FEET NORTHWEST OF THE NORTHWEST
 FF1446'RAIL OF THE NORTHWEST TRACK.
 FF1446
 FF1446                          STATION RECOVERY (2003)
 FF1446
 FF1446'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1449 ***********************************************************************
 FF1449  DESIGNATION -  RV 112
 FF1449  PID         -  FF1449
 FF1449  STATE/COUNTY-  AR/WHITE
 FF1449  USGS QUAD   -  GARNER (1981)
 FF1449
 FF1449                         *CURRENT SURVEY CONTROL
 FF1449  ___________________________________________________________________
 FF1449* NAD 83(1986)-  35 08 19.     (N)    091 47 21.     (W)     SCALED    
 FF1449* NAVD 88     -        67.805  (meters)     222.46   (feet)  ADJUSTED  
 FF1449  ___________________________________________________________________
 FF1449  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1449  DYNAMIC HT  -          67.743 (meters)     222.25  (feet)  COMP
 FF1449  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FF1449
 FF1449  VERT ORDER  -  FIRST     CLASS II
 FF1449
 FF1449.The horizontal coordinates were scaled from a topographic map and have
 FF1449.an estimated accuracy of +/- 6 seconds.
 FF1449
 FF1449.The orthometric height was determined by differential leveling
 FF1449.and adjusted by the National Geodetic Survey in June 1991..
 FF1449
 FF1449.The geoid height was determined by GEOID03.
 FF1449
 FF1449.The dynamic height is computed by dividing the NAVD 88
 FF1449.geopotential number by the normal gravity value computed on the
 FF1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1449.degrees latitude (g = 980.6199 gals.).
 FF1449
 FF1449.The modeled gravity was interpolated from observed gravity values.
 FF1449
 FF1449;                    North         East    Units  Estimated Accuracy
 FF1449;SPC AR N     -    89,360.      419,210.      MT  (+/- 180 meters Scaled)
 FF1449
 FF1449                          SUPERSEDED SURVEY CONTROL
 FF1449
 FF1449  NGVD 29 (??/??/??)   67.778  (m)          222.37   (f) ADJUSTED    1 2
 FF1449
 FF1449.Superseded values are not recommended for survey control.
 FF1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1449.See file dsdata.txt to determine how the superseded data were derived.
 FF1449
 FF1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU103890(NAD 83)
 FF1449_MARKER: R = RIVET
 FF1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1449+STABILITY: SURFACE MOTION
 FF1449
 FF1449  HISTORY     - Date     Condition        Report By
 FF1449  HISTORY     - UNK      MONUMENTED       MPRR
 FF1449  HISTORY     - 1955     GOOD             CGS
 FF1449
 FF1449                          STATION DESCRIPTION
 FF1449
 FF1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1449'0.2 MI SW FROM GARNER.
 FF1449'0.2 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1449'STATION SIGN AT GARNER, WHITE COUNTY, 59 FEET NORTHWEST OF
 FF1449'POLE 305/29, IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 FF1449'FOUNDATION, AT A SIGNAL, AND 7 FEET NORTHWEST OF THE NORTHWEST RAIL
 FF1449'OF THE NORTHWEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1450 ***********************************************************************
 FF1450  DESIGNATION -  RV 114
 FF1450  PID         -  FF1450
 FF1450  STATE/COUNTY-  AR/WHITE
 FF1450  USGS QUAD   -  GARNER (1981)
 FF1450
 FF1450                         *CURRENT SURVEY CONTROL
 FF1450  ___________________________________________________________________
 FF1450* NAD 83(1986)-  35 07 37.     (N)    091 48 17.     (W)     SCALED    
 FF1450* NAVD 88     -        69.449  (meters)     227.85   (feet)  ADJUSTED  
 FF1450  ___________________________________________________________________
 FF1450  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1450  DYNAMIC HT  -          69.386 (meters)     227.64  (feet)  COMP
 FF1450  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 FF1450
 FF1450  VERT ORDER  -  FIRST     CLASS II
 FF1450
 FF1450.The horizontal coordinates were scaled from a topographic map and have
 FF1450.an estimated accuracy of +/- 6 seconds.
 FF1450
 FF1450.The orthometric height was determined by differential leveling
 FF1450.and adjusted by the National Geodetic Survey in June 1991..
 FF1450
 FF1450.The geoid height was determined by GEOID03.
 FF1450
 FF1450.The dynamic height is computed by dividing the NAVD 88
 FF1450.geopotential number by the normal gravity value computed on the
 FF1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1450.degrees latitude (g = 980.6199 gals.).
 FF1450
 FF1450.The modeled gravity was interpolated from observed gravity values.
 FF1450
 FF1450;                    North         East    Units  Estimated Accuracy
 FF1450;SPC AR N     -    88,060.      417,800.      MT  (+/- 180 meters Scaled)
 FF1450
 FF1450                          SUPERSEDED SURVEY CONTROL
 FF1450
 FF1450  NGVD 29 (??/??/??)   69.424  (m)          227.77   (f) ADJUSTED    1 2
 FF1450
 FF1450.Superseded values are not recommended for survey control.
 FF1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1450.See file dsdata.txt to determine how the superseded data were derived.
 FF1450
 FF1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU089877(NAD 83)
 FF1450_MARKER: R = RIVET
 FF1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1450_SP_SET: CULVERT
 FF1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1450+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 FF1450
 FF1450  HISTORY     - Date     Condition        Report By
 FF1450  HISTORY     - UNK      MONUMENTED       MPRR
 FF1450  HISTORY     - 1955     GOOD             CGS
 FF1450  HISTORY     - 20030630 GOOD             USACE
 FF1450
 FF1450                          STATION DESCRIPTION
 FF1450
 FF1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1450'1.3 MI NE FROM MC RAE.
 FF1450'1.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1450'STATION AT MC RAE, WHITE COUNTY, 52 FEET NORTHWEST OF POLE 306/37,
 FF1450'71 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, AT A
 FF1450'CONCRETE CULVERT, IN THE CENTER OF THE NORTHWEST HEADWALL, AND 8
 FF1450'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 FF1450
 FF1450                          STATION RECOVERY (2003)
 FF1450
 FF1450'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1451 ***********************************************************************
 FF1451  DESIGNATION -  RV 116
 FF1451  PID         -  FF1451
 FF1451  STATE/COUNTY-  AR/WHITE
 FF1451  USGS QUAD   -  MC RAE (1992)
 FF1451
 FF1451                         *CURRENT SURVEY CONTROL
 FF1451  ___________________________________________________________________
 FF1451* NAD 83(1986)-  35 07 01.     (N)    091 49 02.     (W)     SCALED    
 FF1451* NAVD 88     -        68.349  (meters)     224.24   (feet)  ADJUSTED  
 FF1451  ___________________________________________________________________
 FF1451  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1451  DYNAMIC HT  -          68.287 (meters)     224.04  (feet)  COMP
 FF1451  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 FF1451
 FF1451  VERT ORDER  -  FIRST     CLASS II
 FF1451
 FF1451.The horizontal coordinates were scaled from a topographic map and have
 FF1451.an estimated accuracy of +/- 6 seconds.
 FF1451
 FF1451.The orthometric height was determined by differential leveling
 FF1451.and adjusted by the National Geodetic Survey in June 1991..
 FF1451
 FF1451.The geoid height was determined by GEOID03.
 FF1451
 FF1451.The dynamic height is computed by dividing the NAVD 88
 FF1451.geopotential number by the normal gravity value computed on the
 FF1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1451.degrees latitude (g = 980.6199 gals.).
 FF1451
 FF1451.The modeled gravity was interpolated from observed gravity values.
 FF1451
 FF1451;                    North         East    Units  Estimated Accuracy
 FF1451;SPC AR N     -    86,950.      416,660.      MT  (+/- 180 meters Scaled)
 FF1451
 FF1451                          SUPERSEDED SURVEY CONTROL
 FF1451
 FF1451  NGVD 29 (??/??/??)   68.327  (m)          224.17   (f) ADJUSTED    1 2
 FF1451
 FF1451.Superseded values are not recommended for survey control.
 FF1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1451.See file dsdata.txt to determine how the superseded data were derived.
 FF1451
 FF1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU077866(NAD 83)
 FF1451_MARKER: R = RIVET
 FF1451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1451_SP_SET: CULVERT
 FF1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1451
 FF1451  HISTORY     - Date     Condition        Report By
 FF1451  HISTORY     - UNK      MONUMENTED       MPRR
 FF1451  HISTORY     - 1955     GOOD             CGS
 FF1451  HISTORY     - 20030701 MARK NOT FOUND   USACE
 FF1451
 FF1451                          STATION DESCRIPTION
 FF1451
 FF1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1451'0.3 MI NE FROM MC RAE.
 FF1451'0.3 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1451'STATION AT MC RAE, WHITE COUNTY, 94 FEET WEST OF POLE 307/37, 65
 FF1451'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, AT A CONCRETE
 FF1451'CULVERT, IN THE CENTER OF THE NORTHWEST HEADWALL, AND 14 FEET
 FF1451'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 FF1451
 FF1451                          STATION RECOVERY (2003)
 FF1451
 FF1451'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1454 ***********************************************************************
 FF1454  DESIGNATION -  RV 117
 FF1454  PID         -  FF1454
 FF1454  STATE/COUNTY-  AR/WHITE
 FF1454  USGS QUAD   -  MC RAE (1992)
 FF1454
 FF1454                         *CURRENT SURVEY CONTROL
 FF1454  ___________________________________________________________________
 FF1454* NAD 83(1986)-  35 06 32.     (N)    091 49 41.     (W)     SCALED    
 FF1454* NAVD 88     -        68.803  (meters)     225.73   (feet)  ADJUSTED  
 FF1454  ___________________________________________________________________
 FF1454  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1454  DYNAMIC HT  -          68.740 (meters)     225.52  (feet)  COMP
 FF1454  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 FF1454
 FF1454  VERT ORDER  -  FIRST     CLASS II
 FF1454
 FF1454.The horizontal coordinates were scaled from a topographic map and have
 FF1454.an estimated accuracy of +/- 6 seconds.
 FF1454
 FF1454.The orthometric height was determined by differential leveling
 FF1454.and adjusted by the National Geodetic Survey in June 1991..
 FF1454
 FF1454.The geoid height was determined by GEOID03.
 FF1454
 FF1454.The dynamic height is computed by dividing the NAVD 88
 FF1454.geopotential number by the normal gravity value computed on the
 FF1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1454.degrees latitude (g = 980.6199 gals.).
 FF1454
 FF1454.The modeled gravity was interpolated from observed gravity values.
 FF1454
 FF1454;                    North         East    Units  Estimated Accuracy
 FF1454;SPC AR N     -    86,060.      415,680.      MT  (+/- 180 meters Scaled)
 FF1454
 FF1454                          SUPERSEDED SURVEY CONTROL
 FF1454
 FF1454  NGVD 29 (??/??/??)   68.781  (m)          225.66   (f) ADJUSTED    1 2
 FF1454
 FF1454.Superseded values are not recommended for survey control.
 FF1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1454.See file dsdata.txt to determine how the superseded data were derived.
 FF1454
 FF1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU068857(NAD 83)
 FF1454_MARKER: R = RIVET
 FF1454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1454_SP_SET: BRIDGE
 FF1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1454
 FF1454  HISTORY     - Date     Condition        Report By
 FF1454  HISTORY     - UNK      MONUMENTED       MPRR
 FF1454  HISTORY     - 1955     GOOD             CGS
 FF1454  HISTORY     - 20030701 MARK NOT FOUND   USACE
 FF1454
 FF1454                          STATION DESCRIPTION
 FF1454
 FF1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1454'0.5 MI SW FROM MC RAE.
 FF1454'0.5 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1454'STATION AT MC RAE, WHITE COUNTY, 73 FEET WEST OF POLE 308/29,
 FF1454'71 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, AT BRIDGE
 FF1454'397, IN THE NORTHWEST END OF THE NORTHEAST ABUTMENT, AND 8 FEET
 FF1454'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 FF1454
 FF1454                          STATION RECOVERY (2003)
 FF1454
 FF1454'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1456 ***********************************************************************
 FF1456  DESIGNATION -  RV 118
 FF1456  PID         -  FF1456
 FF1456  STATE/COUNTY-  AR/WHITE
 FF1456  USGS QUAD   -  MC RAE (1992)
 FF1456
 FF1456                         *CURRENT SURVEY CONTROL
 FF1456  ___________________________________________________________________
 FF1456* NAD 83(1986)-  35 06 06.     (N)    091 50 15.     (W)     SCALED    
 FF1456* NAVD 88     -        68.454  (meters)     224.59   (feet)  ADJUSTED  
 FF1456  ___________________________________________________________________
 FF1456  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1456  DYNAMIC HT  -          68.391 (meters)     224.38  (feet)  COMP
 FF1456  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FF1456
 FF1456  VERT ORDER  -  FIRST     CLASS II
 FF1456
 FF1456.The horizontal coordinates were scaled from a topographic map and have
 FF1456.an estimated accuracy of +/- 6 seconds.
 FF1456
 FF1456.The orthometric height was determined by differential leveling
 FF1456.and adjusted by the National Geodetic Survey in June 1991..
 FF1456
 FF1456.The geoid height was determined by GEOID03.
 FF1456
 FF1456.The dynamic height is computed by dividing the NAVD 88
 FF1456.geopotential number by the normal gravity value computed on the
 FF1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1456.degrees latitude (g = 980.6199 gals.).
 FF1456
 FF1456.The modeled gravity was interpolated from observed gravity values.
 FF1456
 FF1456;                    North         East    Units  Estimated Accuracy
 FF1456;SPC AR N     -    85,250.      414,820.      MT  (+/- 180 meters Scaled)
 FF1456
 FF1456                          SUPERSEDED SURVEY CONTROL
 FF1456
 FF1456  NGVD 29 (??/??/??)   68.433  (m)          224.52   (f) ADJUSTED    1 2
 FF1456
 FF1456.Superseded values are not recommended for survey control.
 FF1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1456.See file dsdata.txt to determine how the superseded data were derived.
 FF1456
 FF1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU059849(NAD 83)
 FF1456_MARKER: R = RIVET
 FF1456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1456_SP_SET: CULVERT
 FF1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1456+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF1456
 FF1456  HISTORY     - Date     Condition        Report By
 FF1456  HISTORY     - UNK      MONUMENTED       MPRR
 FF1456  HISTORY     - 1955     GOOD             CGS
 FF1456  HISTORY     - 20030701 GOOD             USACE
 FF1456
 FF1456                          STATION DESCRIPTION
 FF1456
 FF1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1456'1.2 MI SW FROM MC RAE.
 FF1456'1.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1456'STATION AT MC RAE, WHITE COUNTY, 69 FEET WEST OF POLE 309/19,
 FF1456'65 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, AT A
 FF1456'CONCRETE CULVERT, IN THE CENTER OF THE NORTHEAST END OF THE
 FF1456'NORTHWEST HEADWALL, AND 13 FEET NORTHWEST OF THE NORTHWEST RAIL
 FF1456'OF THE NORTHWEST TRACK.
 FF1456
 FF1456                          STATION RECOVERY (2003)
 FF1456
 FF1456'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1458 ***********************************************************************
 FF1458  DESIGNATION -  RV 119
 FF1458  PID         -  FF1458
 FF1458  STATE/COUNTY-  AR/WHITE
 FF1458  USGS QUAD   -  MC RAE (1992)
 FF1458
 FF1458                         *CURRENT SURVEY CONTROL
 FF1458  ___________________________________________________________________
 FF1458* NAD 83(1986)-  35 05 39.     (N)    091 50 50.     (W)     SCALED    
 FF1458* NAVD 88     -        69.03   (+/-2cm)     226.5    (feet)  VERTCON   
 FF1458  ___________________________________________________________________
 FF1458  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1458
 FF1458  VERT ORDER  -  ? (See Below)
 FF1458
 FF1458.The horizontal coordinates were scaled from a topographic map and have
 FF1458.an estimated accuracy of +/- 6 seconds.
 FF1458
 FF1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1458.The vertical order pertains to the NGVD 29 superseded value.
 FF1458
 FF1458.The geoid height was determined by GEOID03.
 FF1458
 FF1458;                    North         East    Units  Estimated Accuracy
 FF1458;SPC AR N     -    84,420.      413,930.      MT  (+/- 180 meters Scaled)
 FF1458
 FF1458                          SUPERSEDED SURVEY CONTROL
 FF1458
 FF1458  NGVD 29 (??/??/??)   69.008  (m)          226.40   (f) ADJUSTED    ?  
 FF1458
 FF1458.Superseded values are not recommended for survey control.
 FF1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1458.See file dsdata.txt to determine how the superseded data were derived.
 FF1458
 FF1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU050840(NAD 83)
 FF1458_MARKER: R = RIVET
 FF1458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1458_SP_SET: CULVERT
 FF1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1458
 FF1458  HISTORY     - Date     Condition        Report By
 FF1458  HISTORY     - UNK      MONUMENTED       MPRR
 FF1458  HISTORY     - 1955     GOOD             CGS
 FF1458
 FF1458                          STATION DESCRIPTION
 FF1458
 FF1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1458'2 MI SW FROM MC RAE.
 FF1458'2.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1458'STATION AT MC RAE, WHITE COUNTY, 58 FEET WEST OF POLE 310/08,
 FF1458'21 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AT A CULVERT, IN
 FF1458'THE CENTER OF THE SOUTHEAST CONCRETE HEADWALL, AND 14 FEET
 FF1458'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1355 ***********************************************************************
 FF1355  DESIGNATION -  RV 12
 FF1355  PID         -  FF1355
 FF1355  STATE/COUNTY-  AR/WHITE
 FF1355  USGS QUAD   -  BALD KNOB (1994)
 FF1355
 FF1355                         *CURRENT SURVEY CONTROL
 FF1355  ___________________________________________________________________
 FF1355* NAD 83(1986)-  35 19 17.     (N)    091 33 11.     (W)     SCALED    
 FF1355* NAVD 88     -        66.885  (meters)     219.44   (feet)  ADJUSTED  
 FF1355  ___________________________________________________________________
 FF1355  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1355  DYNAMIC HT  -          66.826 (meters)     219.25  (feet)  COMP
 FF1355  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FF1355
 FF1355  VERT ORDER  -  FIRST     CLASS II
 FF1355
 FF1355.The horizontal coordinates were scaled from a topographic map and have
 FF1355.an estimated accuracy of +/- 6 seconds.
 FF1355
 FF1355.The orthometric height was determined by differential leveling
 FF1355.and adjusted by the National Geodetic Survey in June 1991..
 FF1355
 FF1355.The geoid height was determined by GEOID03.
 FF1355
 FF1355.The dynamic height is computed by dividing the NAVD 88
 FF1355.geopotential number by the normal gravity value computed on the
 FF1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1355.degrees latitude (g = 980.6199 gals.).
 FF1355
 FF1355.The modeled gravity was interpolated from observed gravity values.
 FF1355
 FF1355;                    North         East    Units  Estimated Accuracy
 FF1355;SPC AR N     -   109,710.      440,640.      MT  (+/- 180 meters Scaled)
 FF1355
 FF1355                          SUPERSEDED SURVEY CONTROL
 FF1355
 FF1355  NGVD 29 (??/??/??)   66.839  (m)          219.29   (f) ADJUSTED    1 2
 FF1355
 FF1355.Superseded values are not recommended for survey control.
 FF1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1355.See file dsdata.txt to determine how the superseded data were derived.
 FF1355
 FF1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV315096(NAD 83)
 FF1355_MARKER: R = RIVET
 FF1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1355_SP_SET: CULVERT
 FF1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1355
 FF1355  HISTORY     - Date     Condition        Report By
 FF1355  HISTORY     - UNK      MONUMENTED       MPRR
 FF1355  HISTORY     - 1931     GOOD             CGS
 FF1355  HISTORY     - 1934     GOOD             CGS
 FF1355
 FF1355                          STATION DESCRIPTION
 FF1355
 FF1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1355'1.4 MI NE FROM BALD KNOB.
 FF1355'ABOUT 1.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1355'FROM BALD KNOB, WHITE COUNTY, OPPOSITE POLE 287+04, AND IN THE
 FF1355'CENTER LINE OF THE WEST HEAD WALL OF A DOUBLE 3- BY 4-FOOT
 FF1355'CONCRETE CULVERT (FORMERLY BRIDGE 357.)  A STANDARD MONEL-METAL
 FF1355'RIVET.
 FF1355
 FF1355                          STATION RECOVERY (1934)
 FF1355
 FF1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1462 ***********************************************************************
 FF1462  DESIGNATION -  RV 122
 FF1462  PID         -  FF1462
 FF1462  STATE/COUNTY-  AR/WHITE
 FF1462  USGS QUAD   -  BEEBE (1994)
 FF1462
 FF1462                         *CURRENT SURVEY CONTROL
 FF1462  ___________________________________________________________________
 FF1462* NAD 83(1986)-  35 04 21.     (N)    091 52 33.     (W)     SCALED    
 FF1462* NAVD 88     -        73.286  (meters)     240.44   (feet)  ADJUSTED  
 FF1462  ___________________________________________________________________
 FF1462  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1462  DYNAMIC HT  -          73.219 (meters)     240.22  (feet)  COMP
 FF1462  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 FF1462
 FF1462  VERT ORDER  -  FIRST     CLASS II
 FF1462
 FF1462.The horizontal coordinates were scaled from a topographic map and have
 FF1462.an estimated accuracy of +/- 6 seconds.
 FF1462
 FF1462.The orthometric height was determined by differential leveling
 FF1462.and adjusted by the National Geodetic Survey in June 1991..
 FF1462
 FF1462.The geoid height was determined by GEOID03.
 FF1462
 FF1462.The dynamic height is computed by dividing the NAVD 88
 FF1462.geopotential number by the normal gravity value computed on the
 FF1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1462.degrees latitude (g = 980.6199 gals.).
 FF1462
 FF1462.The modeled gravity was interpolated from observed gravity values.
 FF1462
 FF1462;                    North         East    Units  Estimated Accuracy
 FF1462;SPC AR N     -    82,010.      411,330.      MT  (+/- 180 meters Scaled)
 FF1462
 FF1462                          SUPERSEDED SURVEY CONTROL
 FF1462
 FF1462  NGVD 29 (??/??/??)   73.270  (m)          240.39   (f) ADJUSTED    1 2
 FF1462
 FF1462.Superseded values are not recommended for survey control.
 FF1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1462.See file dsdata.txt to determine how the superseded data were derived.
 FF1462
 FF1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU024816(NAD 83)
 FF1462_MARKER: R = RIVET
 FF1462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1462_SP_SET: CULVERT
 FF1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1462+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 FF1462
 FF1462  HISTORY     - Date     Condition        Report By
 FF1462  HISTORY     - UNK      MONUMENTED       MPRR
 FF1462  HISTORY     - 1955     GOOD             CGS
 FF1462  HISTORY     - 1962     GOOD             CGS
 FF1462  HISTORY     - 20020606 GOOD             USACE
 FF1462
 FF1462                          STATION DESCRIPTION
 FF1462
 FF1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1462'0.3 MI NE FROM BEEBE.
 FF1462'0.3 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1462'STATION AT BEEBE, WHITE COUNTY, 74.7 FEET NORTH OF POLE 312/18,
 FF1462'49 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, AT A
 FF1462'6-BY 10-FOOT CONCRETE CULVERT, IN THE CENTER OF THE NORTHWEST
 FF1462'HEADWALL, AND 11.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FF1462'NORTHWEST TRACK.
 FF1462
 FF1462                          STATION RECOVERY (1962)
 FF1462
 FF1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FF1462'RECOVERED IN GOOD CONDITION.
 FF1462
 FF1462                          STATION RECOVERY (2002)
 FF1462
 FF1462'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1466 ***********************************************************************
 FF1466  DESIGNATION -  RV 123
 FF1466  PID         -  FF1466
 FF1466  STATE/COUNTY-  AR/WHITE
 FF1466  USGS QUAD   -  BEEBE (1994)
 FF1466
 FF1466                         *CURRENT SURVEY CONTROL
 FF1466  ___________________________________________________________________
 FF1466* NAD 83(1986)-  35 04 02.     (N)    091 52 59.     (W)     SCALED    
 FF1466* NAVD 88     -        70.798  (meters)     232.28   (feet)  ADJUSTED  
 FF1466  ___________________________________________________________________
 FF1466  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1466  DYNAMIC HT  -          70.733 (meters)     232.06  (feet)  COMP
 FF1466  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FF1466
 FF1466  VERT ORDER  -  SECOND    CLASS 0
 FF1466
 FF1466.The horizontal coordinates were scaled from a topographic map and have
 FF1466.an estimated accuracy of +/- 6 seconds.
 FF1466
 FF1466.The orthometric height was determined by differential leveling
 FF1466.and adjusted by the National Geodetic Survey in June 1991..
 FF1466
 FF1466.The geoid height was determined by GEOID03.
 FF1466
 FF1466.The dynamic height is computed by dividing the NAVD 88
 FF1466.geopotential number by the normal gravity value computed on the
 FF1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1466.degrees latitude (g = 980.6199 gals.).
 FF1466
 FF1466.The modeled gravity was interpolated from observed gravity values.
 FF1466
 FF1466;                    North         East    Units  Estimated Accuracy
 FF1466;SPC AR N     -    81,430.      410,670.      MT  (+/- 180 meters Scaled)
 FF1466
 FF1466                          SUPERSEDED SURVEY CONTROL
 FF1466
 FF1466  NGVD 29 (??/??/??)   70.776  (m)          232.20   (f) ADJUSTED    2 0
 FF1466
 FF1466.Superseded values are not recommended for survey control.
 FF1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1466.See file dsdata.txt to determine how the superseded data were derived.
 FF1466
 FF1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU018810(NAD 83)
 FF1466_MARKER: R = RIVET
 FF1466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1466_SP_SET: CULVERT
 FF1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1466
 FF1466  HISTORY     - Date     Condition        Report By
 FF1466  HISTORY     - UNK      MONUMENTED       MPRR
 FF1466  HISTORY     - 1955     GOOD             CGS
 FF1466  HISTORY     - 1962     GOOD             CGS
 FF1466  HISTORY     - 20020606 POOR             USACE
 FF1466
 FF1466                          STATION DESCRIPTION
 FF1466
 FF1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1466'0.2 MI SW FROM BEEBE.
 FF1466'0.2 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1466'STATION AT BEEBE, WHITE COUNTY, AT POLE 312/38, 20 FEET NORTHWEST
 FF1466'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 20 FEET SOUTHEAST
 FF1466'OF THE CENTERLINE OF THE ROAD PARALLELING THE TRACKS, AT A
 FF1466'CONCRETE CULVERT, AND IN THE CENTER OF THE NORTHWEST HEADWALL.
 FF1466
 FF1466                          STATION RECOVERY (1962)
 FF1466
 FF1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FF1466'RECOVERED IN GOOD CONDITION.
 FF1466
 FF1466                          STATION RECOVERY (2002)
 FF1466
 FF1466'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1466'THE STATION IS IN THE CENTER OF N.W. HEADWALL WHICH IS CRACKED BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1468 ***********************************************************************
 FF1468  DESIGNATION -  RV 124
 FF1468  PID         -  FF1468
 FF1468  STATE/COUNTY-  AR/WHITE
 FF1468  USGS QUAD   -  BEEBE (1994)
 FF1468
 FF1468                         *CURRENT SURVEY CONTROL
 FF1468  ___________________________________________________________________
 FF1468* NAD 83(1986)-  35 03 38.     (N)    091 53 30.     (W)     SCALED    
 FF1468* NAVD 88     -        68.868  (meters)     225.94   (feet)  ADJUSTED  
 FF1468  ___________________________________________________________________
 FF1468  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1468  DYNAMIC HT  -          68.805 (meters)     225.74  (feet)  COMP
 FF1468  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 FF1468
 FF1468  VERT ORDER  -  FIRST     CLASS II
 FF1468
 FF1468.The horizontal coordinates were scaled from a topographic map and have
 FF1468.an estimated accuracy of +/- 6 seconds.
 FF1468
 FF1468.The orthometric height was determined by differential leveling
 FF1468.and adjusted by the National Geodetic Survey in June 1991..
 FF1468
 FF1468.The geoid height was determined by GEOID03.
 FF1468
 FF1468.The dynamic height is computed by dividing the NAVD 88
 FF1468.geopotential number by the normal gravity value computed on the
 FF1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1468.degrees latitude (g = 980.6199 gals.).
 FF1468
 FF1468.The modeled gravity was interpolated from observed gravity values.
 FF1468
 FF1468;                    North         East    Units  Estimated Accuracy
 FF1468;SPC AR N     -    80,690.      409,880.      MT  (+/- 180 meters Scaled)
 FF1468
 FF1468                          SUPERSEDED SURVEY CONTROL
 FF1468
 FF1468  NGVD 29 (??/??/??)   68.849  (m)          225.88   (f) ADJUSTED    1 2
 FF1468
 FF1468.Superseded values are not recommended for survey control.
 FF1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1468.See file dsdata.txt to determine how the superseded data were derived.
 FF1468
 FF1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU010803(NAD 83)
 FF1468_MARKER: R = RIVET
 FF1468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1468_SP_SET: CULVERT
 FF1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1468
 FF1468  HISTORY     - Date     Condition        Report By
 FF1468  HISTORY     - UNK      MONUMENTED       MPRR
 FF1468  HISTORY     - 1955     GOOD             CGS
 FF1468  HISTORY     - 20020606 MARK NOT FOUND   USACE
 FF1468
 FF1468                          STATION DESCRIPTION
 FF1468
 FF1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1468'0.9 MI SW FROM BEEBE.
 FF1468'0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1468'STATION AT BEEBE, WHITE COUNTY, 360 FEET SOUTHWEST OF A ROAD
 FF1468'CROSSING, 29 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SIGNAL,
 FF1468'AT POLE 313/25, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 FF1468'NORTHWEST HEADWALL, AND 11 FEET NORTHWEST OF THE NORTHWEST RAIL
 FF1468'OF THE NORTHWEST TRACK.
 FF1468
 FF1468                          STATION RECOVERY (2002)
 FF1468
 FF1468'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1470 ***********************************************************************
 FF1470  DESIGNATION -  RV 125
 FF1470  PID         -  FF1470
 FF1470  STATE/COUNTY-  AR/WHITE
 FF1470  USGS QUAD   -  BEEBE (1994)
 FF1470
 FF1470                         *CURRENT SURVEY CONTROL
 FF1470  ___________________________________________________________________
 FF1470* NAD 83(1986)-  35 03 14.     (N)    091 54 14.     (W)     SCALED    
 FF1470* NAVD 88     -        67.482  (meters)     221.40   (feet)  ADJUSTED  
 FF1470  ___________________________________________________________________
 FF1470  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1470  DYNAMIC HT  -          67.420 (meters)     221.19  (feet)  COMP
 FF1470  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FF1470
 FF1470  VERT ORDER  -  FIRST     CLASS II
 FF1470
 FF1470.The horizontal coordinates were scaled from a topographic map and have
 FF1470.an estimated accuracy of +/- 6 seconds.
 FF1470
 FF1470.The orthometric height was determined by differential leveling
 FF1470.and adjusted by the National Geodetic Survey in June 1991..
 FF1470
 FF1470.The geoid height was determined by GEOID03.
 FF1470
 FF1470.The dynamic height is computed by dividing the NAVD 88
 FF1470.geopotential number by the normal gravity value computed on the
 FF1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1470.degrees latitude (g = 980.6199 gals.).
 FF1470
 FF1470.The modeled gravity was interpolated from observed gravity values.
 FF1470
 FF1470;                    North         East    Units  Estimated Accuracy
 FF1470;SPC AR N     -    79,940.      408,770.      MT  (+/- 180 meters Scaled)
 FF1470
 FF1470                          SUPERSEDED SURVEY CONTROL
 FF1470
 FF1470  NGVD 29 (??/??/??)   67.465  (m)          221.34   (f) ADJUSTED    1 2
 FF1470
 FF1470.Superseded values are not recommended for survey control.
 FF1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1470.See file dsdata.txt to determine how the superseded data were derived.
 FF1470
 FF1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU999795(NAD 83)
 FF1470_MARKER: R = RIVET
 FF1470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1470_SP_SET: FOUNDATION
 FF1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1470
 FF1470  HISTORY     - Date     Condition        Report By
 FF1470  HISTORY     - UNK      MONUMENTED       MPRR
 FF1470  HISTORY     - 1955     GOOD             CGS
 FF1470  HISTORY     - 20020427 MARK NOT FOUND   USACE
 FF1470
 FF1470                          STATION DESCRIPTION
 FF1470
 FF1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1470'1.7 MI SW FROM BEEBE.
 FF1470'1.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1470'STATION AT BEEBE, WHITE COUNTY, AT POLE 314/18, AT A BATTERY
 FF1470'FEED, IN THE SOUTHEAST CORNER OF THE FOUNDATION, AND 7 FEET
 FF1470'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 FF1470
 FF1470                          STATION RECOVERY (2002)
 FF1470
 FF1470'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1472 ***********************************************************************
 FF1472  DESIGNATION -  RV 126
 FF1472  PID         -  FF1472
 FF1472  STATE/COUNTY-  AR/WHITE
 FF1472  USGS QUAD   -  BEEBE (1994)
 FF1472
 FF1472                         *CURRENT SURVEY CONTROL
 FF1472  ___________________________________________________________________
 FF1472* NAD 83(1986)-  35 02 53.     (N)    091 54 52.     (W)     SCALED    
 FF1472* NAVD 88     -        66.965  (meters)     219.70   (feet)  ADJUSTED  
 FF1472  ___________________________________________________________________
 FF1472  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1472  DYNAMIC HT  -          66.903 (meters)     219.50  (feet)  COMP
 FF1472  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 FF1472
 FF1472  VERT ORDER  -  FIRST     CLASS II
 FF1472
 FF1472.The horizontal coordinates were scaled from a topographic map and have
 FF1472.an estimated accuracy of +/- 6 seconds.
 FF1472
 FF1472.The orthometric height was determined by differential leveling
 FF1472.and adjusted by the National Geodetic Survey in June 1991..
 FF1472
 FF1472.The geoid height was determined by GEOID03.
 FF1472
 FF1472.The dynamic height is computed by dividing the NAVD 88
 FF1472.geopotential number by the normal gravity value computed on the
 FF1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1472.degrees latitude (g = 980.6199 gals.).
 FF1472
 FF1472.The modeled gravity was interpolated from observed gravity values.
 FF1472
 FF1472;                    North         East    Units  Estimated Accuracy
 FF1472;SPC AR N     -    79,300.      407,810.      MT  (+/- 180 meters Scaled)
 FF1472
 FF1472                          SUPERSEDED SURVEY CONTROL
 FF1472
 FF1472  NGVD 29 (??/??/??)   66.949  (m)          219.65   (f) ADJUSTED    1 2
 FF1472
 FF1472.Superseded values are not recommended for survey control.
 FF1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1472.See file dsdata.txt to determine how the superseded data were derived.
 FF1472
 FF1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU990789(NAD 83)
 FF1472_MARKER: R = RIVET
 FF1472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1472_SP_SET: FOUNDATION
 FF1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1472
 FF1472  HISTORY     - Date     Condition        Report By
 FF1472  HISTORY     - UNK      MONUMENTED       MPRR
 FF1472  HISTORY     - 1955     GOOD             CGS
 FF1472  HISTORY     - 20020427 MARK NOT FOUND   USACE
 FF1472
 FF1472                          STATION DESCRIPTION
 FF1472
 FF1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1472'2.4 MI SW FROM BEEBE.
 FF1472'2.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1472'STATION AT BEEBE, WHITE COUNTY, AT POLE 315/06, AT SIGNAL 3150,
 FF1472'IN THE SOUTHWEST CORNER OF THE FOUNDATION, AND 7 FEET SOUTHEAST
 FF1472'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK.
 FF1472
 FF1472                          STATION RECOVERY (2002)
 FF1472
 FF1472'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1474 ***********************************************************************
 FF1474  DESIGNATION -  RV 127
 FF1474  PID         -  FF1474
 FF1474  STATE/COUNTY-  AR/LONOKE
 FF1474  USGS QUAD   -  BEEBE (1994)
 FF1474
 FF1474                         *CURRENT SURVEY CONTROL
 FF1474  ___________________________________________________________________
 FF1474* NAD 83(1986)-  35 02 31.     (N)    091 55 33.     (W)     SCALED    
 FF1474* NAVD 88     -        67.892  (meters)     222.74   (feet)  ADJUSTED  
 FF1474  ___________________________________________________________________
 FF1474  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1474  DYNAMIC HT  -          67.830 (meters)     222.54  (feet)  COMP
 FF1474  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 FF1474
 FF1474  VERT ORDER  -  FIRST     CLASS II
 FF1474
 FF1474.The horizontal coordinates were scaled from a topographic map and have
 FF1474.an estimated accuracy of +/- 6 seconds.
 FF1474
 FF1474.The orthometric height was determined by differential leveling
 FF1474.and adjusted by the National Geodetic Survey in June 1991..
 FF1474
 FF1474.The geoid height was determined by GEOID03.
 FF1474
 FF1474.The dynamic height is computed by dividing the NAVD 88
 FF1474.geopotential number by the normal gravity value computed on the
 FF1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1474.degrees latitude (g = 980.6199 gals.).
 FF1474
 FF1474.The modeled gravity was interpolated from observed gravity values.
 FF1474
 FF1474;                    North         East    Units  Estimated Accuracy
 FF1474;SPC AR S     -   663,470.      406,770.      MT  (+/- 180 meters Scaled)
 FF1474
 FF1474                          SUPERSEDED SURVEY CONTROL
 FF1474
 FF1474  NGVD 29 (??/??/??)   67.879  (m)          222.70   (f) ADJUSTED    1 2
 FF1474
 FF1474.Superseded values are not recommended for survey control.
 FF1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1474.See file dsdata.txt to determine how the superseded data were derived.
 FF1474
 FF1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU979782(NAD 83)
 FF1474_MARKER: R = RIVET
 FF1474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1474_SP_SET: FOUNDATION
 FF1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1474
 FF1474  HISTORY     - Date     Condition        Report By
 FF1474  HISTORY     - UNK      MONUMENTED       MPRR
 FF1474  HISTORY     - 1955     GOOD             CGS
 FF1474  HISTORY     - 20020427 MARK NOT FOUND   USACE
 FF1474
 FF1474                          STATION DESCRIPTION
 FF1474
 FF1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1474'1.7 MI NE FROM WARD.
 FF1474'1.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1474'STATION AT WARD, LONOKE COUNTY, AT POLE 315/38, AT A BATTERY
 FF1474'FEED, AND IN THE SOUTHEAST CORNER OF THE FOUNDATION.
 FF1474
 FF1474                          STATION RECOVERY (2002)
 FF1474
 FF1474'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1475 ***********************************************************************
 FF1475  DESIGNATION -  RV 128
 FF1475  PID         -  FF1475
 FF1475  STATE/COUNTY-  AR/LONOKE
 FF1475  USGS QUAD   -  BEEBE (1994)
 FF1475
 FF1475                         *CURRENT SURVEY CONTROL
 FF1475  ___________________________________________________________________
 FF1475* NAD 83(1986)-  35 02 08.     (N)    091 56 14.     (W)     SCALED    
 FF1475* NAVD 88     -        69.637  (meters)     228.47   (feet)  ADJUSTED  
 FF1475  ___________________________________________________________________
 FF1475  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1475  DYNAMIC HT  -          69.573 (meters)     228.26  (feet)  COMP
 FF1475  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 FF1475
 FF1475  VERT ORDER  -  FIRST     CLASS II
 FF1475
 FF1475.The horizontal coordinates were scaled from a topographic map and have
 FF1475.an estimated accuracy of +/- 6 seconds.
 FF1475
 FF1475.The orthometric height was determined by differential leveling
 FF1475.and adjusted by the National Geodetic Survey in June 1991..
 FF1475
 FF1475.The geoid height was determined by GEOID03.
 FF1475
 FF1475.The dynamic height is computed by dividing the NAVD 88
 FF1475.geopotential number by the normal gravity value computed on the
 FF1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1475.degrees latitude (g = 980.6199 gals.).
 FF1475
 FF1475.The modeled gravity was interpolated from observed gravity values.
 FF1475
 FF1475;                    North         East    Units  Estimated Accuracy
 FF1475;SPC AR S     -   662,760.      405,730.      MT  (+/- 180 meters Scaled)
 FF1475
 FF1475                          SUPERSEDED SURVEY CONTROL
 FF1475
 FF1475  NGVD 29 (??/??/??)   69.624  (m)          228.42   (f) ADJUSTED    1 2
 FF1475
 FF1475.Superseded values are not recommended for survey control.
 FF1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1475.See file dsdata.txt to determine how the superseded data were derived.
 FF1475
 FF1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU969775(NAD 83)
 FF1475_MARKER: R = RIVET
 FF1475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1475_SP_SET: FOUNDATION
 FF1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1475
 FF1475  HISTORY     - Date     Condition        Report By
 FF1475  HISTORY     - UNK      MONUMENTED       MPRR
 FF1475  HISTORY     - 1955     GOOD             CGS
 FF1475
 FF1475                          STATION DESCRIPTION
 FF1475
 FF1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1475'0.9 MI NE FROM WARD.
 FF1475'0.9 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1475'STATION AT WARD, LONOKE COUNTY, AT POLE 316/29, AT SIGNAL 3166,
 FF1475'IN THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION, AND 7 FEET
 FF1475'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1476 ***********************************************************************
 FF1476  DESIGNATION -  RV 129
 FF1476  PID         -  FF1476
 FF1476  STATE/COUNTY-  AR/LONOKE
 FF1476  USGS QUAD   -  BEEBE (1994)
 FF1476
 FF1476                         *CURRENT SURVEY CONTROL
 FF1476  ___________________________________________________________________
 FF1476* NAD 83(1986)-  35 01 53.     (N)    091 56 42.     (W)     SCALED    
 FF1476* NAVD 88     -        71.12   (+/-2cm)     233.3    (feet)  VERTCON   
 FF1476  ___________________________________________________________________
 FF1476  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1476
 FF1476  VERT ORDER  -  ? (See Below)
 FF1476
 FF1476.The horizontal coordinates were scaled from a topographic map and have
 FF1476.an estimated accuracy of +/- 6 seconds.
 FF1476
 FF1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1476.The vertical order pertains to the NGVD 29 superseded value.
 FF1476
 FF1476.The geoid height was determined by GEOID03.
 FF1476
 FF1476;                    North         East    Units  Estimated Accuracy
 FF1476;SPC AR S     -   662,290.      405,020.      MT  (+/- 180 meters Scaled)
 FF1476
 FF1476                          SUPERSEDED SURVEY CONTROL
 FF1476
 FF1476  NGVD 29 (??/??/??)   71.111  (m)          233.30   (f) ADJUSTED    ?  
 FF1476
 FF1476.Superseded values are not recommended for survey control.
 FF1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1476.See file dsdata.txt to determine how the superseded data were derived.
 FF1476
 FF1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU962770(NAD 83)
 FF1476_MARKER: R = RIVET
 FF1476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1476_SP_SET: CULVERT
 FF1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1476
 FF1476  HISTORY     - Date     Condition        Report By
 FF1476  HISTORY     - UNK      MONUMENTED       MPRR
 FF1476  HISTORY     - 1955     GOOD             CGS
 FF1476
 FF1476                          STATION DESCRIPTION
 FF1476
 FF1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1476'0.4 MI NE FROM WARD.
 FF1476'0.4 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1476'STATION AT WARD, LONOKE COUNTY, AT POLE 317/09, AT A CONCRETE
 FF1476'CULVERT, IN THE CENTER OF THE NORTHEAST HEADWALL, AND 8 FEET
 FF1476'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0007 ***********************************************************************
 FH0007  DESIGNATION -  RV 13
 FH0007  PID         -  FH0007
 FH0007  STATE/COUNTY-  AR/WASHINGTON
 FH0007  USGS QUAD   -  WEST FORK (1994)
 FH0007
 FH0007                         *CURRENT SURVEY CONTROL
 FH0007  ___________________________________________________________________
 FH0007* NAD 83(1986)-  35 53 22.     (N)    094 10 25.     (W)     SCALED    
 FH0007* NAVD 88     -       419.216  (meters)    1375.38   (feet)  ADJUSTED  
 FH0007  ___________________________________________________________________
 FH0007  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FH0007  DYNAMIC HT  -         418.830 (meters)    1374.11  (feet)  COMP
 FH0007  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 FH0007
 FH0007  VERT ORDER  -  FIRST     CLASS II
 FH0007
 FH0007.The horizontal coordinates were scaled from a topographic map and have
 FH0007.an estimated accuracy of +/- 6 seconds.
 FH0007
 FH0007.The orthometric height was determined by differential leveling
 FH0007.and adjusted by the National Geodetic Survey in June 1991..
 FH0007
 FH0007.The geoid height was determined by GEOID03.
 FH0007
 FH0007.The dynamic height is computed by dividing the NAVD 88
 FH0007.geopotential number by the normal gravity value computed on the
 FH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0007.degrees latitude (g = 980.6199 gals.).
 FH0007
 FH0007.The modeled gravity was interpolated from observed gravity values.
 FH0007
 FH0007;                    North         East    Units  Estimated Accuracy
 FH0007;SPC AR N     -   174,810.      203,770.      MT  (+/- 180 meters Scaled)
 FH0007
 FH0007                          SUPERSEDED SURVEY CONTROL
 FH0007
 FH0007  NGVD 29 (??/??/92)  419.059  (m)         1374.86   (f) ADJ UNCH    1 2
 FH0007
 FH0007.Superseded values are not recommended for survey control.
 FH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0007.See file dsdata.txt to determine how the superseded data were derived.
 FH0007
 FH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV940723(NAD 83)
 FH0007_MARKER: R = RIVET
 FH0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0007_SP_SET: CULVERT
 FH0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0007
 FH0007  HISTORY     - Date     Condition        Report By
 FH0007  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0007  HISTORY     - 1960     GOOD             NGS
 FH0007  HISTORY     - 1987     GOOD             USPSQD
 FH0007  HISTORY     - 19891109 MARK NOT FOUND   NGS
 FH0007
 FH0007                          STATION DESCRIPTION
 FH0007
 FH0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0007'0.2 MI N FROM WOOLSEY.
 FH0007'1/4 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0007'WOOLSEY, WASHINGTON COUNTY, AT POLE 365+26, AND IN THE TOP OF THE
 FH0007'NORTHEAST HEADWALL OF A CULVERT.  A STANDARD MONEL-METAL RIVET.
 FH0007
 FH0007                          STATION RECOVERY (1987)
 FH0007
 FH0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0007'RECOVERED IN GOOD CONDITION.
 FH0007
 FH0007                          STATION RECOVERY (1989)
 FH0007
 FH0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1356 ***********************************************************************
 FF1356  DESIGNATION -  RV 13
 FF1356  PID         -  FF1356
 FF1356  STATE/COUNTY-  AR/WHITE
 FF1356  USGS QUAD   -  BALD KNOB (1994)
 FF1356
 FF1356                         *CURRENT SURVEY CONTROL
 FF1356  ___________________________________________________________________
 FF1356* NAD 83(1986)-  35 19 40.     (N)    091 32 46.     (W)     SCALED    
 FF1356* NAVD 88     -        67.872  (meters)     222.68   (feet)  ADJUSTED  
 FF1356  ___________________________________________________________________
 FF1356  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1356  DYNAMIC HT  -          67.812 (meters)     222.48  (feet)  COMP
 FF1356  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FF1356
 FF1356  VERT ORDER  -  FIRST     CLASS II
 FF1356
 FF1356.The horizontal coordinates were scaled from a topographic map and have
 FF1356.an estimated accuracy of +/- 6 seconds.
 FF1356
 FF1356.The orthometric height was determined by differential leveling
 FF1356.and adjusted by the National Geodetic Survey in June 1991..
 FF1356
 FF1356.The geoid height was determined by GEOID03.
 FF1356
 FF1356.The dynamic height is computed by dividing the NAVD 88
 FF1356.geopotential number by the normal gravity value computed on the
 FF1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1356.degrees latitude (g = 980.6199 gals.).
 FF1356
 FF1356.The modeled gravity was interpolated from observed gravity values.
 FF1356
 FF1356;                    North         East    Units  Estimated Accuracy
 FF1356;SPC AR N     -   110,420.      441,270.      MT  (+/- 180 meters Scaled)
 FF1356
 FF1356                          SUPERSEDED SURVEY CONTROL
 FF1356
 FF1356  NGVD 29 (??/??/??)   67.825  (m)          222.52   (f) ADJUSTED    1 2
 FF1356
 FF1356.Superseded values are not recommended for survey control.
 FF1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1356.See file dsdata.txt to determine how the superseded data were derived.
 FF1356
 FF1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV321103(NAD 83)
 FF1356_MARKER: R = RIVET
 FF1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1356_SP_SET: CULVERT
 FF1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1356
 FF1356  HISTORY     - Date     Condition        Report By
 FF1356  HISTORY     - UNK      MONUMENTED       MPRR
 FF1356  HISTORY     - 1931     GOOD             CGS
 FF1356  HISTORY     - 1934     GOOD             CGS
 FF1356
 FF1356                          STATION DESCRIPTION
 FF1356
 FF1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1356'2 MI NE FROM BALD KNOB.
 FF1356'ABOUT 2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1356'FROM BALD KNOB, WHITE COUNTY, OPPOSITE POLE 286+21, AND IN THE
 FF1356'CENTER LINE OF THE WEST HEAD WALL OF A DOUBLE 7- BY 10-FOOT
 FF1356'CONCRETE CULVERT (FORMERLY BRIDGE 355.)  A STANDARD MONEL-METAL
 FF1356'RIVET.
 FF1356
 FF1356                          STATION RECOVERY (1934)
 FF1356
 FF1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1479 ***********************************************************************
 FF1479  DESIGNATION -  RV 130
 FF1479  PID         -  FF1479
 FF1479  STATE/COUNTY-  AR/LONOKE
 FF1479  USGS QUAD   -  BEEBE (1994)
 FF1479
 FF1479                         *CURRENT SURVEY CONTROL
 FF1479  ___________________________________________________________________
 FF1479* NAD 83(1986)-  35 01 40.     (N)    091 57 06.     (W)     SCALED    
 FF1479* NAVD 88     -        73.173  (meters)     240.07   (feet)  ADJUSTED  
 FF1479  ___________________________________________________________________
 FF1479  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1479  DYNAMIC HT  -          73.106 (meters)     239.85  (feet)  COMP
 FF1479  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FF1479
 FF1479  VERT ORDER  -  FIRST     CLASS II
 FF1479
 FF1479.The horizontal coordinates were scaled from a topographic map and have
 FF1479.an estimated accuracy of +/- 6 seconds.
 FF1479
 FF1479.The orthometric height was determined by differential leveling
 FF1479.and adjusted by the National Geodetic Survey in June 1991..
 FF1479
 FF1479.The geoid height was determined by GEOID03.
 FF1479
 FF1479.The dynamic height is computed by dividing the NAVD 88
 FF1479.geopotential number by the normal gravity value computed on the
 FF1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1479.degrees latitude (g = 980.6199 gals.).
 FF1479
 FF1479.The modeled gravity was interpolated from observed gravity values.
 FF1479
 FF1479;                    North         East    Units  Estimated Accuracy
 FF1479;SPC AR S     -   661,890.      404,410.      MT  (+/- 180 meters Scaled)
 FF1479
 FF1479                          SUPERSEDED SURVEY CONTROL
 FF1479
 FF1479  NGVD 29 (??/??/??)   73.161  (m)          240.03   (f) ADJUSTED    1 2
 FF1479
 FF1479.Superseded values are not recommended for survey control.
 FF1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1479.See file dsdata.txt to determine how the superseded data were derived.
 FF1479
 FF1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU956766(NAD 83)
 FF1479_MARKER: R = RIVET
 FF1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1479_SP_SET: CULVERT
 FF1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1479+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF1479
 FF1479  HISTORY     - Date     Condition        Report By
 FF1479  HISTORY     - UNK      MONUMENTED       MPRR
 FF1479  HISTORY     - 1955     GOOD             CGS
 FF1479  HISTORY     - 20030701 GOOD             USACE
 FF1479
 FF1479                          STATION DESCRIPTION
 FF1479
 FF1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1479'0.1 MI SW FROM WARD.
 FF1479'0.1 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1479'STATION AT WARD, LONOKE COUNTY, AT POLE 317/28, AT A CONCRETE
 FF1479'CULVERT, IN THE CENTER OF THE NORTHWEST HEADWALL, AND 18 FEET
 FF1479'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 FF1479
 FF1479                          STATION RECOVERY (2003)
 FF1479
 FF1479'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1481 ***********************************************************************
 FF1481  DESIGNATION -  RV 131
 FF1481  PID         -  FF1481
 FF1481  STATE/COUNTY-  AR/LONOKE
 FF1481  USGS QUAD   -  BEEBE (1994)
 FF1481
 FF1481                         *CURRENT SURVEY CONTROL
 FF1481  ___________________________________________________________________
 FF1481* NAD 83(1986)-  35 01 21.     (N)    091 57 30.     (W)     SCALED    
 FF1481* NAVD 88     -        76.211  (meters)     250.04   (feet)  ADJUSTED  
 FF1481  ___________________________________________________________________
 FF1481  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1481  DYNAMIC HT  -          76.140 (meters)     249.80  (feet)  COMP
 FF1481  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 FF1481
 FF1481  VERT ORDER  -  FIRST     CLASS II
 FF1481
 FF1481.The horizontal coordinates were scaled from a topographic map and have
 FF1481.an estimated accuracy of +/- 6 seconds.
 FF1481
 FF1481.The orthometric height was determined by differential leveling
 FF1481.and adjusted by the National Geodetic Survey in June 1991..
 FF1481
 FF1481.The geoid height was determined by GEOID03.
 FF1481
 FF1481.The dynamic height is computed by dividing the NAVD 88
 FF1481.geopotential number by the normal gravity value computed on the
 FF1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1481.degrees latitude (g = 980.6199 gals.).
 FF1481
 FF1481.The modeled gravity was interpolated from observed gravity values.
 FF1481
 FF1481;                    North         East    Units  Estimated Accuracy
 FF1481;SPC AR S     -   661,310.      403,800.      MT  (+/- 180 meters Scaled)
 FF1481
 FF1481                          SUPERSEDED SURVEY CONTROL
 FF1481
 FF1481  NGVD 29 (??/??/??)   76.199  (m)          250.00   (f) ADJUSTED    1 2
 FF1481
 FF1481.Superseded values are not recommended for survey control.
 FF1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1481.See file dsdata.txt to determine how the superseded data were derived.
 FF1481
 FF1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU950760(NAD 83)
 FF1481_MARKER: R = RIVET
 FF1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1481_SP_SET: CULVERT
 FF1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1481
 FF1481  HISTORY     - Date     Condition        Report By
 FF1481  HISTORY     - UNK      MONUMENTED       MPRR
 FF1481  HISTORY     - 1955     GOOD             CGS
 FF1481  HISTORY     - 20030701 MARK NOT FOUND   USACE
 FF1481
 FF1481                          STATION DESCRIPTION
 FF1481
 FF1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1481'0.6 MI SW FROM WARD.
 FF1481'0.6 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1481'STATION AT WARD, LONOKE COUNTY, 94 FEET NORTHWEST OF POLE 318/10,
 FF1481'65 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, AT A
 FF1481'CAST-IRON PIPE CULVERT, AND IN THE CENTER OF THE NORTHWEST
 FF1481'CONCRETE HEADWALL.
 FF1481
 FF1481                          STATION RECOVERY (2003)
 FF1481
 FF1481'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2390 ***********************************************************************
 EH2390  DESIGNATION -  RV 135
 EH2390  PID         -  EH2390
 EH2390  STATE/COUNTY-  AR/LONOKE
 EH2390  USGS QUAD   -  OAK GROVE (1982)
 EH2390
 EH2390                         *CURRENT SURVEY CONTROL
 EH2390  ___________________________________________________________________
 EH2390* NAD 83(1986)-  34 59 38.     (N)    091 59 15.     (W)     SCALED    
 EH2390* NAVD 88     -        75.689  (meters)     248.32   (feet)  ADJUSTED  
 EH2390  ___________________________________________________________________
 EH2390  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EH2390  DYNAMIC HT  -          75.619 (meters)     248.09  (feet)  COMP
 EH2390  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 EH2390
 EH2390  VERT ORDER  -  FIRST     CLASS II
 EH2390
 EH2390.The horizontal coordinates were scaled from a topographic map and have
 EH2390.an estimated accuracy of +/- 6 seconds.
 EH2390
 EH2390.The orthometric height was determined by differential leveling
 EH2390.and adjusted by the National Geodetic Survey in June 1991..
 EH2390
 EH2390.The geoid height was determined by GEOID03.
 EH2390
 EH2390.The dynamic height is computed by dividing the NAVD 88
 EH2390.geopotential number by the normal gravity value computed on the
 EH2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2390.degrees latitude (g = 980.6199 gals.).
 EH2390
 EH2390.The modeled gravity was interpolated from observed gravity values.
 EH2390
 EH2390;                    North         East    Units  Estimated Accuracy
 EH2390;SPC AR S     -   658,130.      401,140.      MT  (+/- 180 meters Scaled)
 EH2390
 EH2390                          SUPERSEDED SURVEY CONTROL
 EH2390
 EH2390  NGVD 29 (??/??/??)   75.684  (m)          248.31   (f) ADJUSTED    1 2
 EH2390
 EH2390.Superseded values are not recommended for survey control.
 EH2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2390.See file dsdata.txt to determine how the superseded data were derived.
 EH2390
 EH2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU924728(NAD 83)
 EH2390_MARKER: R = RIVET
 EH2390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2390_SP_SET: CULVERT
 EH2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2390
 EH2390  HISTORY     - Date     Condition        Report By
 EH2390  HISTORY     - UNK      MONUMENTED       MPRR
 EH2390  HISTORY     - 1955     GOOD             CGS
 EH2390
 EH2390                          STATION DESCRIPTION
 EH2390
 EH2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2390'0.5 MI SW FROM AUSTIN.
 EH2390'0.5 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 EH2390'OFFICE AT AUSTIN, 43 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 17
 EH2390'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 5 FEET
 EH2390'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE
 EH2390'NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0018 ***********************************************************************
 EJ0018  DESIGNATION -  RV 137
 EJ0018  PID         -  EJ0018
 EJ0018  STATE/COUNTY-  AR/LONOKE
 EJ0018  USGS QUAD   -  CABOT (1987)
 EJ0018
 EJ0018                         *CURRENT SURVEY CONTROL
 EJ0018  ___________________________________________________________________
 EJ0018* NAD 83(1986)-  34 58 58.     (N)    092 00 05.     (W)     SCALED    
 EJ0018* NAVD 88     -        80.195  (meters)     263.11   (feet)  ADJUSTED  
 EJ0018  ___________________________________________________________________
 EJ0018  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ0018  DYNAMIC HT  -          80.121 (meters)     262.86  (feet)  COMP
 EJ0018  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 EJ0018
 EJ0018  VERT ORDER  -  FIRST     CLASS II
 EJ0018
 EJ0018.The horizontal coordinates were scaled from a topographic map and have
 EJ0018.an estimated accuracy of +/- 6 seconds.
 EJ0018
 EJ0018.The orthometric height was determined by differential leveling
 EJ0018.and adjusted by the National Geodetic Survey in June 1991..
 EJ0018
 EJ0018.The geoid height was determined by GEOID03.
 EJ0018
 EJ0018.The dynamic height is computed by dividing the NAVD 88
 EJ0018.geopotential number by the normal gravity value computed on the
 EJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0018.degrees latitude (g = 980.6199 gals.).
 EJ0018
 EJ0018.The modeled gravity was interpolated from observed gravity values.
 EJ0018
 EJ0018;                    North         East    Units  Estimated Accuracy
 EJ0018;SPC AR S     -   656,900.      399,870.      MT  (+/- 180 meters Scaled)
 EJ0018
 EJ0018                          SUPERSEDED SURVEY CONTROL
 EJ0018
 EJ0018  NGVD 29 (??/??/92)   80.190  (m)          263.09   (f) ADJ UNCH    1 2
 EJ0018
 EJ0018.Superseded values are not recommended for survey control.
 EJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0018.See file dsdata.txt to determine how the superseded data were derived.
 EJ0018
 EJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU911715(NAD 83)
 EJ0018_MARKER: R = RIVET
 EJ0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0018_SP_SET: CULVERT
 EJ0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0018
 EJ0018  HISTORY     - Date     Condition        Report By
 EJ0018  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0018  HISTORY     - 1955     GOOD             NGS
 EJ0018  HISTORY     - 20030310 GOOD             ARHD
 EJ0018
 EJ0018                          STATION DESCRIPTION
 EJ0018
 EJ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0018'1.2 MI NE FROM CABOT.
 EJ0018'1.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0018'STATION AT CABOT, LONOKE COUNTY, 75 FEET NORTHWEST OF POLE 321/35, AT
 EJ0018'A DOUBLE 6-BY 7-FOOT CONCRETE CULVERT, IN THE CENTER OF THE NORTHWEST
 EJ0018'HEADWALL, AND 20 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 EJ0018'TRACK.
 EJ0018
 EJ0018                          STATION RECOVERY (2003)
 EJ0018
 EJ0018'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0019 ***********************************************************************
 EJ0019  DESIGNATION -  RV 138
 EJ0019  PID         -  EJ0019
 EJ0019  STATE/COUNTY-  AR/LONOKE
 EJ0019  USGS QUAD   -  CABOT (1987)
 EJ0019
 EJ0019                         *CURRENT SURVEY CONTROL
 EJ0019  ___________________________________________________________________
 EJ0019* NAD 83(1986)-  34 58 39.     (N)    092 00 40.     (W)     SCALED    
 EJ0019* NAVD 88     -        85.120  (meters)     279.26   (feet)  POSTED    
 EJ0019  ___________________________________________________________________
 EJ0019  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ0019  DYNAMIC HT  -          85.040 (meters)     279.00  (feet)  COMP
 EJ0019  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 EJ0019
 EJ0019  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EJ0019
 EJ0019.The horizontal coordinates were scaled from a topographic map and have
 EJ0019.an estimated accuracy of +/- 6 seconds.
 EJ0019
 EJ0019.The orthometric height was determined by differential leveling
 EJ0019.and adjusted by the National Geodetic Survey in 1992..
 EJ0019.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EJ0019.rate of 3.1 thru 4.0 mm/km.
 EJ0019
 EJ0019.The geoid height was determined by GEOID03.
 EJ0019
 EJ0019.The dynamic height is computed by dividing the NAVD 88
 EJ0019.geopotential number by the normal gravity value computed on the
 EJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0019.degrees latitude (g = 980.6199 gals.).
 EJ0019
 EJ0019.The modeled gravity was interpolated from observed gravity values.
 EJ0019
 EJ0019;                    North         East    Units  Estimated Accuracy
 EJ0019;SPC AR S     -   656,310.      398,990.      MT  (+/- 180 meters Scaled)
 EJ0019
 EJ0019                          SUPERSEDED SURVEY CONTROL
 EJ0019
 EJ0019  NGVD 29 (??/??/92)   85.117  (m)          279.25   (f) ADJ UNCH    1 2
 EJ0019
 EJ0019.Superseded values are not recommended for survey control.
 EJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0019.See file dsdata.txt to determine how the superseded data were derived.
 EJ0019
 EJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU902709(NAD 83)
 EJ0019_MARKER: R = RIVET
 EJ0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0019_SP_SET: CULVERT
 EJ0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0019
 EJ0019  HISTORY     - Date     Condition        Report By
 EJ0019  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0019  HISTORY     - 1955     GOOD             NGS
 EJ0019
 EJ0019                          STATION DESCRIPTION
 EJ0019
 EJ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0019'0.5 MI NE FROM CABOT.
 EJ0019'0.5 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0019'STATION AT CABOT, LONOKE COUNTY, 76 FEET WEST OF POLE 322/21, AT A
 EJ0019'24-INCH CAST-IRON PIPE CULVERT, IN THE CENTER OF THE NORTHWEST
 EJ0019'CONCRETE HEADWALL, AND 18 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 EJ0019'NORTHWEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0021 ***********************************************************************
 EJ0021  DESIGNATION -  RV 139
 EJ0021  PID         -  EJ0021
 EJ0021  STATE/COUNTY-  AR/LONOKE
 EJ0021  USGS QUAD   -  CABOT (1987)
 EJ0021
 EJ0021                         *CURRENT SURVEY CONTROL
 EJ0021  ___________________________________________________________________
 EJ0021* NAD 83(1986)-  34 58 09.     (N)    092 01 09.     (W)     SCALED    
 EJ0021* NAVD 88     -        87.255  (meters)     286.27   (feet)  ADJUSTED  
 EJ0021  ___________________________________________________________________
 EJ0021  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EJ0021  DYNAMIC HT  -          87.174 (meters)     286.00  (feet)  COMP
 EJ0021  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 EJ0021
 EJ0021  VERT ORDER  -  FIRST     CLASS II
 EJ0021
 EJ0021.The horizontal coordinates were scaled from a topographic map and have
 EJ0021.an estimated accuracy of +/- 6 seconds.
 EJ0021
 EJ0021.The orthometric height was determined by differential leveling
 EJ0021.and adjusted by the National Geodetic Survey in June 1991..
 EJ0021
 EJ0021.The geoid height was determined by GEOID03.
 EJ0021
 EJ0021.The dynamic height is computed by dividing the NAVD 88
 EJ0021.geopotential number by the normal gravity value computed on the
 EJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0021.degrees latitude (g = 980.6199 gals.).
 EJ0021
 EJ0021.The modeled gravity was interpolated from observed gravity values.
 EJ0021
 EJ0021;                    North         East    Units  Estimated Accuracy
 EJ0021;SPC AR S     -   655,390.      398,250.      MT  (+/- 180 meters Scaled)
 EJ0021
 EJ0021                          SUPERSEDED SURVEY CONTROL
 EJ0021
 EJ0021  NGVD 29 (??/??/92)   87.252  (m)          286.26   (f) ADJ UNCH    1 2
 EJ0021
 EJ0021.Superseded values are not recommended for survey control.
 EJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0021.See file dsdata.txt to determine how the superseded data were derived.
 EJ0021
 EJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU895700(NAD 83)
 EJ0021_MARKER: R = RIVET
 EJ0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0021_SP_SET: FOUNDATION
 EJ0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0021
 EJ0021  HISTORY     - Date     Condition        Report By
 EJ0021  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0021  HISTORY     - 1955     GOOD             NGS
 EJ0021  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 EJ0021
 EJ0021                          STATION DESCRIPTION
 EJ0021
 EJ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0021'0.2 MI SW FROM CABOT.
 EJ0021'0.2 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0021'STATION AT CABOT, LONOKE COUNTY, 52 FEET WEST OF POLE 323/10, AT A
 EJ0021'BRIDGE SIGNAL, IN THE CENTER OF THE SOUTHEAST SIDE OF THE NORTHWEST
 EJ0021'CONCRETE FOUNDATION, AND 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 EJ0021'NORTHWEST TRACK.
 EJ0021
 EJ0021                          STATION RECOVERY (1984)
 EJ0021
 EJ0021'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (FSS)
 EJ0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1357 ***********************************************************************
 FF1357  DESIGNATION -  RV 14
 FF1357  PID         -  FF1357
 FF1357  STATE/COUNTY-  AR/WHITE
 FF1357  USGS QUAD   -  BALD KNOB (1994)
 FF1357
 FF1357                         *CURRENT SURVEY CONTROL
 FF1357  ___________________________________________________________________
 FF1357* NAD 83(1986)-  35 20 07.     (N)    091 32 17.     (W)     SCALED    
 FF1357* NAVD 88     -        69.079  (meters)     226.64   (feet)  ADJUSTED  
 FF1357  ___________________________________________________________________
 FF1357  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1357  DYNAMIC HT  -          69.017 (meters)     226.43  (feet)  COMP
 FF1357  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 FF1357
 FF1357  VERT ORDER  -  FIRST     CLASS II
 FF1357
 FF1357.The horizontal coordinates were scaled from a topographic map and have
 FF1357.an estimated accuracy of +/- 6 seconds.
 FF1357
 FF1357.The orthometric height was determined by differential leveling
 FF1357.and adjusted by the National Geodetic Survey in June 1991..
 FF1357
 FF1357.The geoid height was determined by GEOID03.
 FF1357
 FF1357.The dynamic height is computed by dividing the NAVD 88
 FF1357.geopotential number by the normal gravity value computed on the
 FF1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1357.degrees latitude (g = 980.6199 gals.).
 FF1357
 FF1357.The modeled gravity was interpolated from observed gravity values.
 FF1357
 FF1357;                    North         East    Units  Estimated Accuracy
 FF1357;SPC AR N     -   111,260.      442,000.      MT  (+/- 180 meters Scaled)
 FF1357
 FF1357                          SUPERSEDED SURVEY CONTROL
 FF1357
 FF1357  NGVD 29 (??/??/??)   69.031  (m)          226.48   (f) ADJUSTED    1 2
 FF1357
 FF1357.Superseded values are not recommended for survey control.
 FF1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1357.See file dsdata.txt to determine how the superseded data were derived.
 FF1357
 FF1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV328112(NAD 83)
 FF1357_MARKER: R = RIVET
 FF1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1357+STABILITY: SURFACE MOTION
 FF1357
 FF1357  HISTORY     - Date     Condition        Report By
 FF1357  HISTORY     - UNK      MONUMENTED       MPRR
 FF1357  HISTORY     - 1931     GOOD             CGS
 FF1357  HISTORY     - 1934     GOOD             CGS
 FF1357
 FF1357                          STATION DESCRIPTION
 FF1357
 FF1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1357'2.6 MI NE FROM BALD KNOB.
 FF1357'ABOUT 2.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1357'FROM BALD KNOB, WHITE COUNTY, OPPOSITE POLE 285+33, AND IN THE
 FF1357'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2858.  A
 FF1357'STANDARD MONEL-METAL RIVET.
 FF1357
 FF1357                          STATION RECOVERY (1934)
 FF1357
 FF1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0024 ***********************************************************************
 EJ0024  DESIGNATION -  RV 142
 EJ0024  PID         -  EJ0024
 EJ0024  STATE/COUNTY-  AR/LONOKE
 EJ0024  USGS QUAD   -  CABOT (1987)
 EJ0024
 EJ0024                         *CURRENT SURVEY CONTROL
 EJ0024  ___________________________________________________________________
 EJ0024* NAD 83(1986)-  34 56 55.     (N)    092 02 05.     (W)     SCALED    
 EJ0024* NAVD 88     -        81.245  (meters)     266.55   (feet)  ADJUSTED  
 EJ0024  ___________________________________________________________________
 EJ0024  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EJ0024  DYNAMIC HT  -          81.170 (meters)     266.31  (feet)  COMP
 EJ0024  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 EJ0024
 EJ0024  VERT ORDER  -  FIRST     CLASS II
 EJ0024
 EJ0024.The horizontal coordinates were scaled from a topographic map and have
 EJ0024.an estimated accuracy of +/- 6 seconds.
 EJ0024
 EJ0024.The orthometric height was determined by differential leveling
 EJ0024.and adjusted by the National Geodetic Survey in June 1991..
 EJ0024
 EJ0024.The geoid height was determined by GEOID03.
 EJ0024
 EJ0024.The dynamic height is computed by dividing the NAVD 88
 EJ0024.geopotential number by the normal gravity value computed on the
 EJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0024.degrees latitude (g = 980.6199 gals.).
 EJ0024
 EJ0024.The modeled gravity was interpolated from observed gravity values.
 EJ0024
 EJ0024;                    North         East    Units  Estimated Accuracy
 EJ0024;SPC AR S     -   653,110.      396,830.      MT  (+/- 180 meters Scaled)
 EJ0024
 EJ0024                          SUPERSEDED SURVEY CONTROL
 EJ0024
 EJ0024  NGVD 29 (??/??/92)   81.248  (m)          266.56   (f) ADJ UNCH    1 2
 EJ0024
 EJ0024.Superseded values are not recommended for survey control.
 EJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0024.See file dsdata.txt to determine how the superseded data were derived.
 EJ0024
 EJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU881677(NAD 83)
 EJ0024_MARKER: R = RIVET
 EJ0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0024_SP_SET: FOUNDATION
 EJ0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0024
 EJ0024  HISTORY     - Date     Condition        Report By
 EJ0024  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0024  HISTORY     - 1955     GOOD             NGS
 EJ0024  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0024
 EJ0024                          STATION DESCRIPTION
 EJ0024
 EJ0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0024'1.9 MI SW FROM CABOT.
 EJ0024'1.9 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0024'STATION AT CABOT, LONOKE COUNTY, 43 FEET NORTHWEST OF POLE 325/00, AT
 EJ0024'A BATTERY FEED, IN THE SOUTHEAST CORNER OF THE FOUNDATION, AND 7 FEET
 EJ0024'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 EJ0024
 EJ0024                          STATION RECOVERY (1984)
 EJ0024
 EJ0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0026 ***********************************************************************
 EJ0026  DESIGNATION -  RV 143
 EJ0026  PID         -  EJ0026
 EJ0026  STATE/COUNTY-  AR/LONOKE
 EJ0026  USGS QUAD   -  CABOT (1987)
 EJ0026
 EJ0026                         *CURRENT SURVEY CONTROL
 EJ0026  ___________________________________________________________________
 EJ0026* NAD 83(1986)-  34 56 29.     (N)    092 02 25.     (W)     SCALED    
 EJ0026* NAVD 88     -        80.447  (meters)     263.93   (feet)  ADJUSTED  
 EJ0026  ___________________________________________________________________
 EJ0026  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ0026  DYNAMIC HT  -          80.372 (meters)     263.69  (feet)  COMP
 EJ0026  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 EJ0026
 EJ0026  VERT ORDER  -  FIRST     CLASS II
 EJ0026
 EJ0026.The horizontal coordinates were scaled from a topographic map and have
 EJ0026.an estimated accuracy of +/- 6 seconds.
 EJ0026
 EJ0026.The orthometric height was determined by differential leveling
 EJ0026.and adjusted by the National Geodetic Survey in June 1991..
 EJ0026
 EJ0026.The geoid height was determined by GEOID03.
 EJ0026
 EJ0026.The dynamic height is computed by dividing the NAVD 88
 EJ0026.geopotential number by the normal gravity value computed on the
 EJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0026.degrees latitude (g = 980.6199 gals.).
 EJ0026
 EJ0026.The modeled gravity was interpolated from observed gravity values.
 EJ0026
 EJ0026;                    North         East    Units  Estimated Accuracy
 EJ0026;SPC AR S     -   652,310.      396,320.      MT  (+/- 180 meters Scaled)
 EJ0026
 EJ0026                          SUPERSEDED SURVEY CONTROL
 EJ0026
 EJ0026  NGVD 29 (??/??/92)   80.451  (m)          263.95   (f) ADJ UNCH    1 2
 EJ0026
 EJ0026.Superseded values are not recommended for survey control.
 EJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0026.See file dsdata.txt to determine how the superseded data were derived.
 EJ0026
 EJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU876669(NAD 83)
 EJ0026_MARKER: R = RIVET
 EJ0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0026_SP_SET: FOUNDATION
 EJ0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0026
 EJ0026  HISTORY     - Date     Condition        Report By
 EJ0026  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0026  HISTORY     - 1955     GOOD             NGS
 EJ0026  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0026
 EJ0026                          STATION DESCRIPTION
 EJ0026
 EJ0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0026'2.5 MI SW FROM CABOT.
 EJ0026'2.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0026'STATION AT CABOT, LONOKE COUNTY, 10 FEET EAST OF POLE 325/23, AT
 EJ0026'SIGNAL 3256R, IN THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION, AND
 EJ0026'8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK.
 EJ0026
 EJ0026                          STATION RECOVERY (1984)
 EJ0026
 EJ0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0027 ***********************************************************************
 EJ0027  DESIGNATION -  RV 144
 EJ0027  PID         -  EJ0027
 EJ0027  STATE/COUNTY-  AR/LONOKE
 EJ0027  USGS QUAD   -  CABOT (1987)
 EJ0027
 EJ0027                         *CURRENT SURVEY CONTROL
 EJ0027  ___________________________________________________________________
 EJ0027* NAD 83(1986)-  34 56 08.     (N)    092 02 40.     (W)     SCALED    
 EJ0027* NAVD 88     -        79.926  (meters)     262.22   (feet)  ADJUSTED  
 EJ0027  ___________________________________________________________________
 EJ0027  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EJ0027  DYNAMIC HT  -          79.852 (meters)     261.98  (feet)  COMP
 EJ0027  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 EJ0027
 EJ0027  VERT ORDER  -  FIRST     CLASS II
 EJ0027
 EJ0027.The horizontal coordinates were scaled from a topographic map and have
 EJ0027.an estimated accuracy of +/- 6 seconds.
 EJ0027
 EJ0027.The orthometric height was determined by differential leveling
 EJ0027.and adjusted by the National Geodetic Survey in June 1991..
 EJ0027
 EJ0027.The geoid height was determined by GEOID03.
 EJ0027
 EJ0027.The dynamic height is computed by dividing the NAVD 88
 EJ0027.geopotential number by the normal gravity value computed on the
 EJ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0027.degrees latitude (g = 980.6199 gals.).
 EJ0027
 EJ0027.The modeled gravity was interpolated from observed gravity values.
 EJ0027
 EJ0027;                    North         East    Units  Estimated Accuracy
 EJ0027;SPC AR S     -   651,660.      395,940.      MT  (+/- 180 meters Scaled)
 EJ0027
 EJ0027                          SUPERSEDED SURVEY CONTROL
 EJ0027
 EJ0027  NGVD 29 (??/??/92)   79.932  (m)          262.24   (f) ADJ UNCH    1 2
 EJ0027
 EJ0027.Superseded values are not recommended for survey control.
 EJ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0027.See file dsdata.txt to determine how the superseded data were derived.
 EJ0027
 EJ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU872663(NAD 83)
 EJ0027_MARKER: R = RIVET
 EJ0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0027_SP_SET: FOUNDATION
 EJ0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0027
 EJ0027  HISTORY     - Date     Condition        Report By
 EJ0027  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0027  HISTORY     - 1955     MARK NOT FOUND   NGS
 EJ0027
 EJ0027                          STATION DESCRIPTION
 EJ0027
 EJ0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0027'3.0 MI SW FROM CABOT.
 EJ0027'3.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0027'STATION AT CABOT, LONOKE COUNTY, 63 FEET SOUTHWEST OF POLE 326/02, AT
 EJ0027'A BATTERY FEED, IN THE SOUTHEAST CORNER OF THE FOUNDATION, AND 7 FEET
 EJ0027'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0029 ***********************************************************************
 EJ0029  DESIGNATION -  RV 145
 EJ0029  PID         -  EJ0029
 EJ0029  STATE/COUNTY-  AR/LONOKE
 EJ0029  USGS QUAD   -  CABOT (1987)
 EJ0029
 EJ0029                         *CURRENT SURVEY CONTROL
 EJ0029  ___________________________________________________________________
 EJ0029* NAD 83(1986)-  34 55 47.     (N)    092 02 57.     (W)     SCALED    
 EJ0029* NAVD 88     -        79.51   (+/-2cm)     260.9    (feet)  VERTCON   
 EJ0029  ___________________________________________________________________
 EJ0029  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EJ0029
 EJ0029  VERT ORDER  -  ? (See Below)
 EJ0029
 EJ0029.The horizontal coordinates were scaled from a topographic map and have
 EJ0029.an estimated accuracy of +/- 6 seconds.
 EJ0029
 EJ0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0029.The vertical order pertains to the NGVD 29 superseded value.
 EJ0029
 EJ0029.The geoid height was determined by GEOID03.
 EJ0029
 EJ0029;                    North         East    Units  Estimated Accuracy
 EJ0029;SPC AR S     -   651,010.      395,510.      MT  (+/- 180 meters Scaled)
 EJ0029
 EJ0029                          SUPERSEDED SURVEY CONTROL
 EJ0029
 EJ0029  NGVD 29 (??/??/92)   79.520  (m)          260.89   (f) ADJ UNCH    ?  
 EJ0029
 EJ0029.Superseded values are not recommended for survey control.
 EJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0029.See file dsdata.txt to determine how the superseded data were derived.
 EJ0029
 EJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU868656(NAD 83)
 EJ0029_MARKER: R = RIVET
 EJ0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0029_SP_SET: FOUNDATION
 EJ0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0029
 EJ0029  HISTORY     - Date     Condition        Report By
 EJ0029  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0029  HISTORY     - 1955     GOOD             NGS
 EJ0029  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0029
 EJ0029                          STATION DESCRIPTION
 EJ0029
 EJ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0029'3.5 MI SW FROM CABOT.
 EJ0029'3.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0029'STATION AT CABOT, LONOKE COUNTY, 45 FEET NORTH OF POLE 326/22, AT
 EJ0029'SIGNAL 3264 R, IN THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION, AND
 EJ0029'8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK.
 EJ0029
 EJ0029                          STATION RECOVERY (1984)
 EJ0029
 EJ0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0033 ***********************************************************************
 EJ0033  DESIGNATION -  RV 149
 EJ0033  PID         -  EJ0033
 EJ0033  STATE/COUNTY-  AR/PULASKI
 EJ0033  USGS QUAD   -  CABOT (1987)
 EJ0033
 EJ0033                         *CURRENT SURVEY CONTROL
 EJ0033  ___________________________________________________________________
 EJ0033* NAD 83(1986)-  34 54 24.     (N)    092 03 58.     (W)     SCALED    
 EJ0033* NAVD 88     -        78.094  (meters)     256.21   (feet)  ADJUSTED  
 EJ0033  ___________________________________________________________________
 EJ0033  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EJ0033  DYNAMIC HT  -          78.021 (meters)     255.97  (feet)  COMP
 EJ0033  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 EJ0033
 EJ0033  VERT ORDER  -  FIRST     CLASS II
 EJ0033
 EJ0033.The horizontal coordinates were scaled from a topographic map and have
 EJ0033.an estimated accuracy of +/- 6 seconds.
 EJ0033
 EJ0033.The orthometric height was determined by differential leveling
 EJ0033.and adjusted by the National Geodetic Survey in June 1991..
 EJ0033
 EJ0033.The geoid height was determined by GEOID03.
 EJ0033
 EJ0033.The dynamic height is computed by dividing the NAVD 88
 EJ0033.geopotential number by the normal gravity value computed on the
 EJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0033.degrees latitude (g = 980.6199 gals.).
 EJ0033
 EJ0033.The modeled gravity was interpolated from observed gravity values.
 EJ0033
 EJ0033;                    North         East    Units  Estimated Accuracy
 EJ0033;SPC AR S     -   648,460.      393,960.      MT  (+/- 180 meters Scaled)
 EJ0033
 EJ0033                          SUPERSEDED SURVEY CONTROL
 EJ0033
 EJ0033  NGVD 29 (??/??/92)   78.105  (m)          256.25   (f) ADJ UNCH    1 2
 EJ0033
 EJ0033.Superseded values are not recommended for survey control.
 EJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0033.See file dsdata.txt to determine how the superseded data were derived.
 EJ0033
 EJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU853630(NAD 83)
 EJ0033_MARKER: R = RIVET
 EJ0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0033_SP_SET: FOUNDATION
 EJ0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0033
 EJ0033  HISTORY     - Date     Condition        Report By
 EJ0033  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0033  HISTORY     - 1955     GOOD             NGS
 EJ0033  HISTORY     - 198411   MARK NOT FOUND   USPSQD
 EJ0033
 EJ0033                          STATION DESCRIPTION
 EJ0033
 EJ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0033'3.8 MI NE FROM JACKSONVILLE.
 EJ0033'IN LONOKE COUNTY, 3.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC
 EJ0033'RAILROAD FROM THE STATION AT JACKSONVILLE, PULASKI COUNTY, 30 FEET
 EJ0033'SOUTHWEST OF POLE 328/15, AT SIGNAL 3282 R, IN THE SOUTHWEST CORNER OF
 EJ0033'THE CONCRETE FOUNDATION, AND 8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 EJ0033'THE SOUTHEAST TRACK.
 EJ0033
 EJ0033                          STATION RECOVERY (1984)
 EJ0033
 EJ0033'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1359 ***********************************************************************
 FF1359  DESIGNATION -  RV 15
 FF1359  PID         -  FF1359
 FF1359  STATE/COUNTY-  AR/WHITE
 FF1359  USGS QUAD   -  BALD KNOB (1994)
 FF1359
 FF1359                         *CURRENT SURVEY CONTROL
 FF1359  ___________________________________________________________________
 FF1359* NAD 83(1986)-  35 20 34.     (N)    091 31 45.     (W)     SCALED    
 FF1359* NAVD 88     -        69.16   (+/-2cm)     226.9    (feet)  VERTCON   
 FF1359  ___________________________________________________________________
 FF1359  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1359
 FF1359  VERT ORDER  -  ? (See Below)
 FF1359
 FF1359.The horizontal coordinates were scaled from a topographic map and have
 FF1359.an estimated accuracy of +/- 6 seconds.
 FF1359
 FF1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1359.The vertical order pertains to the NGVD 29 superseded value.
 FF1359
 FF1359.The geoid height was determined by GEOID03.
 FF1359
 FF1359;                    North         East    Units  Estimated Accuracy
 FF1359;SPC AR N     -   112,090.      442,800.      MT  (+/- 180 meters Scaled)
 FF1359
 FF1359                          SUPERSEDED SURVEY CONTROL
 FF1359
 FF1359  NGVD 29 (??/??/??)   69.116  (m)          226.76   (f) ADJUSTED    ?  
 FF1359
 FF1359.Superseded values are not recommended for survey control.
 FF1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1359.See file dsdata.txt to determine how the superseded data were derived.
 FF1359
 FF1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV336120(NAD 83)
 FF1359_MARKER: R = RIVET
 FF1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1359+STABILITY: SURFACE MOTION
 FF1359
 FF1359  HISTORY     - Date     Condition        Report By
 FF1359  HISTORY     - UNK      MONUMENTED       MPRR
 FF1359  HISTORY     - 1931     GOOD             CGS
 FF1359  HISTORY     - 1934     GOOD             CGS
 FF1359
 FF1359                          STATION DESCRIPTION
 FF1359
 FF1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1359'1.8 MI SW FROM RUSSELL.
 FF1359'ABOUT 1-3/4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1359'FROM RUSSELL, WHITE COUNTY, OPPOSITE POLE 285+05, AND IN THE
 FF1359'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2853.  A
 FF1359'STANDARD MONEL-METAL RIVET.
 FF1359
 FF1359                          STATION RECOVERY (1934)
 FF1359
 FF1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0011 ***********************************************************************
 FH0011  DESIGNATION -  RV 15
 FH0011  PID         -  FH0011
 FH0011  STATE/COUNTY-  AR/WASHINGTON
 FH0011  USGS QUAD   -  BRENTWOOD (1983)
 FH0011
 FH0011                         *CURRENT SURVEY CONTROL
 FH0011  ___________________________________________________________________
 FH0011* NAD 83(1986)-  35 51 33.     (N)    094 06 39.     (W)     SCALED    
 FH0011* NAVD 88     -       452.027  (meters)    1483.03   (feet)  ADJUSTED  
 FH0011  ___________________________________________________________________
 FH0011  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FH0011  DYNAMIC HT  -         451.604 (meters)    1481.64  (feet)  COMP
 FH0011  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FH0011
 FH0011  VERT ORDER  -  FIRST     CLASS II
 FH0011
 FH0011.The horizontal coordinates were scaled from a topographic map and have
 FH0011.an estimated accuracy of +/- 6 seconds.
 FH0011
 FH0011.The orthometric height was determined by differential leveling
 FH0011.and adjusted by the National Geodetic Survey in June 1991..
 FH0011
 FH0011.The geoid height was determined by GEOID03.
 FH0011
 FH0011.The dynamic height is computed by dividing the NAVD 88
 FH0011.geopotential number by the normal gravity value computed on the
 FH0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0011.degrees latitude (g = 980.6199 gals.).
 FH0011
 FH0011.The modeled gravity was interpolated from observed gravity values.
 FH0011
 FH0011;                    North         East    Units  Estimated Accuracy
 FH0011;SPC AR N     -   171,320.      209,370.      MT  (+/- 180 meters Scaled)
 FH0011
 FH0011                          SUPERSEDED SURVEY CONTROL
 FH0011
 FH0011  NGVD 29 (??/??/92)  451.868  (m)         1482.50   (f) ADJ UNCH    1 2
 FH0011
 FH0011.Superseded values are not recommended for survey control.
 FH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0011.See file dsdata.txt to determine how the superseded data were derived.
 FH0011
 FH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV997688(NAD 83)
 FH0011_MARKER: R = RIVET
 FH0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0011_SP_SET: HEADWALL
 FH0011_MARK LOGO: NONE  
 FH0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0011+STABILITY: SURFACE MOTION
 FH0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0011+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1989
 FH0011
 FH0011  HISTORY     - Date     Condition        Report By
 FH0011  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0011  HISTORY     - 1960     GOOD             NGS
 FH0011  HISTORY     - 19891109 GOOD             NGS
 FH0011
 FH0011                          STATION DESCRIPTION
 FH0011
 FH0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0011'AT BRENTWOOD.
 FH0011'AT BRENTWOOD, WASHINGTON COUNTY, 110 FEET WEST OF THE ST.
 FH0011'LOUIS-SAN FRANCISCO RAILWAY STATION, 175 FEET SOUTHEAST OF
 FH0011'MILEPOST 370, 115 FEET SOUTHWEST OF THE POST OFFICE AND STORE,
 FH0011'22.5 FEET SOUTHWEST OF THE MAIN TRACK, AND IN THE TOP OF THE
 FH0011'NORTHWEST CONCRETE HEADWALL OF A CULVERT.  A STANDARD MONEL-METAL
 FH0011'RIVET.  NOTE-- THE RAILROAD HAS BEEN REMOVED FROM BRENTWOOD BUT
 FH0011'THE MARK WAS RECOVERED IN HEADWALL OF CULVERT AS DESCRIBED FROM
 FH0011'STORE AND POST OFFICE.
 FH0011
 FH0011                          STATION RECOVERY (1989)
 FH0011
 FH0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0011'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 FH0011'BENTWOOD, AT THE INTERSECTION OF COUNTY ROAD 39 AND THE ARKANSAS AND
 FH0011'MISSOURI RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE
 FH0011'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER
 FH0011'THE TRACK, 48.4 M (158.8 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD,
 FH0011'6.8 M (22.3 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW
 FH0011'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0036 ***********************************************************************
 EJ0036  DESIGNATION -  RV 151
 EJ0036  PID         -  EJ0036
 EJ0036  STATE/COUNTY-  AR/PULASKI
 EJ0036  USGS QUAD   -  CABOT (1987)
 EJ0036
 EJ0036                         *CURRENT SURVEY CONTROL
 EJ0036  ___________________________________________________________________
 EJ0036* NAD 83(1986)-  34 53 25.     (N)    092 04 43.     (W)     SCALED    
 EJ0036* NAVD 88     -        78.059  (meters)     256.10   (feet)  ADJUSTED  
 EJ0036  ___________________________________________________________________
 EJ0036  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EJ0036  DYNAMIC HT  -          77.987 (meters)     255.86  (feet)  COMP
 EJ0036  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EJ0036
 EJ0036  VERT ORDER  -  FIRST     CLASS II
 EJ0036
 EJ0036.The horizontal coordinates were scaled from a topographic map and have
 EJ0036.an estimated accuracy of +/- 6 seconds.
 EJ0036
 EJ0036.The orthometric height was determined by differential leveling
 EJ0036.and adjusted by the National Geodetic Survey in June 1991..
 EJ0036
 EJ0036.The geoid height was determined by GEOID03.
 EJ0036
 EJ0036.The dynamic height is computed by dividing the NAVD 88
 EJ0036.geopotential number by the normal gravity value computed on the
 EJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0036.degrees latitude (g = 980.6199 gals.).
 EJ0036
 EJ0036.The modeled gravity was interpolated from observed gravity values.
 EJ0036
 EJ0036;                    North         East    Units  Estimated Accuracy
 EJ0036;SPC AR S     -   646,640.      392,810.      MT  (+/- 180 meters Scaled)
 EJ0036
 EJ0036                          SUPERSEDED SURVEY CONTROL
 EJ0036
 EJ0036  NGVD 29 (??/??/92)   78.074  (m)          256.15   (f) ADJ UNCH    1 2
 EJ0036
 EJ0036.Superseded values are not recommended for survey control.
 EJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0036.See file dsdata.txt to determine how the superseded data were derived.
 EJ0036
 EJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU841612(NAD 83)
 EJ0036_MARKER: R = RIVET
 EJ0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0036_SP_SET: FOUNDATION
 EJ0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0036
 EJ0036  HISTORY     - Date     Condition        Report By
 EJ0036  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0036  HISTORY     - 1955     GOOD             NGS
 EJ0036  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0036
 EJ0036                          STATION DESCRIPTION
 EJ0036
 EJ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0036'2.4 MI NE FROM JACKSONVILLE.
 EJ0036'2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0036'STATION AT JACKSONVILLE, PULASKI COUNTY, 18 FEET WEST OF POLE 329/29,
 EJ0036'AT SIGNAL 3296 R, IN THE SOUTHWEST CORNER OF THE FOUNDATION, AND 8
 EJ0036'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK.  A
 EJ0036'STANDARD MONEL-METAL RIVET.
 EJ0036
 EJ0036                          STATION RECOVERY (1984)
 EJ0036
 EJ0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0038 ***********************************************************************
 EJ0038  DESIGNATION -  RV 152
 EJ0038  PID         -  EJ0038
 EJ0038  STATE/COUNTY-  AR/PULASKI
 EJ0038  USGS QUAD   -  CABOT (1987)
 EJ0038
 EJ0038                         *CURRENT SURVEY CONTROL
 EJ0038  ___________________________________________________________________
 EJ0038* NAD 83(1986)-  34 52 51.     (N)    092 05 17.     (W)     SCALED    
 EJ0038* NAVD 88     -        78.243  (meters)     256.70   (feet)  ADJUSTED  
 EJ0038  ___________________________________________________________________
 EJ0038  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EJ0038  DYNAMIC HT  -          78.171 (meters)     256.47  (feet)  COMP
 EJ0038  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EJ0038
 EJ0038  VERT ORDER  -  FIRST     CLASS II
 EJ0038
 EJ0038.The horizontal coordinates were scaled from a topographic map and have
 EJ0038.an estimated accuracy of +/- 6 seconds.
 EJ0038
 EJ0038.The orthometric height was determined by differential leveling
 EJ0038.and adjusted by the National Geodetic Survey in June 1991..
 EJ0038
 EJ0038.The geoid height was determined by GEOID03.
 EJ0038
 EJ0038.The dynamic height is computed by dividing the NAVD 88
 EJ0038.geopotential number by the normal gravity value computed on the
 EJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0038.degrees latitude (g = 980.6199 gals.).
 EJ0038
 EJ0038.The modeled gravity was interpolated from observed gravity values.
 EJ0038
 EJ0038;                    North         East    Units  Estimated Accuracy
 EJ0038;SPC AR S     -   645,590.      391,950.      MT  (+/- 180 meters Scaled)
 EJ0038
 EJ0038                          SUPERSEDED SURVEY CONTROL
 EJ0038
 EJ0038  NGVD 29 (??/??/92)   78.259  (m)          256.75   (f) ADJ UNCH    1 2
 EJ0038
 EJ0038.Superseded values are not recommended for survey control.
 EJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0038.See file dsdata.txt to determine how the superseded data were derived.
 EJ0038
 EJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU833602(NAD 83)
 EJ0038_MARKER: R = RIVET
 EJ0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0038_SP_SET: CULVERT
 EJ0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0038
 EJ0038  HISTORY     - Date     Condition        Report By
 EJ0038  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0038  HISTORY     - 1955     GOOD             NGS
 EJ0038
 EJ0038                          STATION DESCRIPTION
 EJ0038
 EJ0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0038'1.6 MI NE FROM JACKSONVILLE.
 EJ0038'1.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0038'STATION AT JACKSONVILLE, PULASKI COUNTY, 500 FEET SOUTHWEST OF A ROAD
 EJ0038'CROSSING, 72 FEET WEST OF POLE 330/22, AT A CONCRETE CULVERT, IN THE
 EJ0038'CENTER OF THE NORTHWEST HEADWALL, AND 12.5 FEET NORTHWEST OF THE
 EJ0038'NORTHWEST RAIL OF THE NORTHWEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0039 ***********************************************************************
 EJ0039  DESIGNATION -  RV 153
 EJ0039  PID         -  EJ0039
 EJ0039  STATE/COUNTY-  AR/PULASKI
 EJ0039  USGS QUAD   -  CABOT (1987)
 EJ0039
 EJ0039                         *CURRENT SURVEY CONTROL
 EJ0039  ___________________________________________________________________
 EJ0039* NAD 83(1986)-  34 52 34.     (N)    092 05 43.     (W)     SCALED    
 EJ0039* NAVD 88     -        80.183  (meters)     263.07   (feet)  ADJUSTED  
 EJ0039  ___________________________________________________________________
 EJ0039  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EJ0039  DYNAMIC HT  -          80.109 (meters)     262.82  (feet)  COMP
 EJ0039  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EJ0039
 EJ0039  VERT ORDER  -  FIRST     CLASS II
 EJ0039
 EJ0039.The horizontal coordinates were scaled from a topographic map and have
 EJ0039.an estimated accuracy of +/- 6 seconds.
 EJ0039
 EJ0039.The orthometric height was determined by differential leveling
 EJ0039.and adjusted by the National Geodetic Survey in June 1991..
 EJ0039
 EJ0039.The geoid height was determined by GEOID03.
 EJ0039
 EJ0039.The dynamic height is computed by dividing the NAVD 88
 EJ0039.geopotential number by the normal gravity value computed on the
 EJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0039.degrees latitude (g = 980.6199 gals.).
 EJ0039
 EJ0039.The modeled gravity was interpolated from observed gravity values.
 EJ0039
 EJ0039;                    North         East    Units  Estimated Accuracy
 EJ0039;SPC AR S     -   645,070.      391,290.      MT  (+/- 180 meters Scaled)
 EJ0039
 EJ0039                          SUPERSEDED SURVEY CONTROL
 EJ0039
 EJ0039  NGVD 29 (??/??/92)   80.200  (m)          263.12   (f) ADJ UNCH    1 2
 EJ0039
 EJ0039.Superseded values are not recommended for survey control.
 EJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0039.See file dsdata.txt to determine how the superseded data were derived.
 EJ0039
 EJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU826596(NAD 83)
 EJ0039_MARKER: R = RIVET
 EJ0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0039_SP_SET: FOUNDATION
 EJ0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0039
 EJ0039  HISTORY     - Date     Condition        Report By
 EJ0039  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0039  HISTORY     - 1955     GOOD             NGS
 EJ0039  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0039
 EJ0039                          STATION DESCRIPTION
 EJ0039
 EJ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0039'1.1 MI NE FROM JACKSONVILLE.
 EJ0039'1.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0039'STATION AT JACKSONVILLE, PULASKI COUNTY, 1/4 MILE SOUTHWEST OF A ROAD
 EJ0039'CROSSING, 80 FEET SOUTHWEST OF POLE 331/03, 45 FEET NORTHEAST OF THE
 EJ0039'NORTHEAST ABUTMENT OF BRIDGE 461, 8 FEET SOUTHEAST OF THE SOUTHEAST
 EJ0039'RAIL OF THE SOUTHEAST TRACK, AND IN THE SOUTHWEST CORNER OF A SIGNAL
 EJ0039'FOUNDATION.
 EJ0039
 EJ0039                          STATION RECOVERY (1984)
 EJ0039
 EJ0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0040 ***********************************************************************
 EJ0040  DESIGNATION -  RV 154
 EJ0040  PID         -  EJ0040
 EJ0040  STATE/COUNTY-  AR/PULASKI
 EJ0040  USGS QUAD   -  JACKSONVILLE (1987)
 EJ0040
 EJ0040                         *CURRENT SURVEY CONTROL
 EJ0040  ___________________________________________________________________
 EJ0040* NAD 83(1986)-  34 52 07.     (N)    092 06 23.     (W)     SCALED    
 EJ0040* NAVD 88     -        82.431  (meters)     270.44   (feet)  ADJUSTED  
 EJ0040  ___________________________________________________________________
 EJ0040  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EJ0040  DYNAMIC HT  -          82.355 (meters)     270.19  (feet)  COMP
 EJ0040  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EJ0040
 EJ0040  VERT ORDER  -  FIRST     CLASS II
 EJ0040
 EJ0040.The horizontal coordinates were scaled from a topographic map and have
 EJ0040.an estimated accuracy of +/- 6 seconds.
 EJ0040
 EJ0040.The orthometric height was determined by differential leveling
 EJ0040.and adjusted by the National Geodetic Survey in June 1991..
 EJ0040
 EJ0040.The geoid height was determined by GEOID03.
 EJ0040
 EJ0040.The dynamic height is computed by dividing the NAVD 88
 EJ0040.geopotential number by the normal gravity value computed on the
 EJ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0040.degrees latitude (g = 980.6199 gals.).
 EJ0040
 EJ0040.The modeled gravity was interpolated from observed gravity values.
 EJ0040
 EJ0040;                    North         East    Units  Estimated Accuracy
 EJ0040;SPC AR S     -   644,240.      390,270.      MT  (+/- 180 meters Scaled)
 EJ0040
 EJ0040                          SUPERSEDED SURVEY CONTROL
 EJ0040
 EJ0040  NGVD 29 (??/??/92)   82.450  (m)          270.50   (f) ADJ UNCH    1 2
 EJ0040
 EJ0040.Superseded values are not recommended for survey control.
 EJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0040.See file dsdata.txt to determine how the superseded data were derived.
 EJ0040
 EJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU816588(NAD 83)
 EJ0040_MARKER: R = RIVET
 EJ0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0040_SP_SET: CULVERT
 EJ0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0040
 EJ0040  HISTORY     - Date     Condition        Report By
 EJ0040  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0040  HISTORY     - 1955     GOOD             NGS
 EJ0040  HISTORY     - 1989     GOOD             USPSQD
 EJ0040  HISTORY     - 1990     GOOD             USPSQD
 EJ0040
 EJ0040                          STATION DESCRIPTION
 EJ0040
 EJ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0040'0.2 MI NE FROM JACKSONVILLE.
 EJ0040'0.2 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0040'STATION AT JACKSONVILLE, PULASKI COUNTY, 300 FEET SOUTHWEST OF A
 EJ0040'SIGNAL BATTERY BOX, 63 FEET NORTHWEST OF POLE 331/37, AT A CONCRETE
 EJ0040'CULVERT, IN THE CENTER OF THE NORTHWEST HEADWALL, AND 12 FEET
 EJ0040'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 EJ0040
 EJ0040                          STATION RECOVERY (1989)
 EJ0040
 EJ0040'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0040'RECOVERED IN GOOD CONDITION.
 EJ0040
 EJ0040                          STATION RECOVERY (1990)
 EJ0040
 EJ0040'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0044 ***********************************************************************
 EJ0044  DESIGNATION -  RV 157
 EJ0044  PID         -  EJ0044
 EJ0044  STATE/COUNTY-  AR/PULASKI
 EJ0044  USGS QUAD   -  MC ALMONT (1986)
 EJ0044
 EJ0044                         *CURRENT SURVEY CONTROL
 EJ0044  ___________________________________________________________________
 EJ0044* NAD 83(1986)-  34 50 58.     (N)    092 07 34.     (W)     SCALED    
 EJ0044* NAVD 88     -        76.837  (meters)     252.09   (feet)  ADJUSTED  
 EJ0044  ___________________________________________________________________
 EJ0044  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EJ0044  DYNAMIC HT  -          76.766 (meters)     251.86  (feet)  COMP
 EJ0044  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EJ0044
 EJ0044  VERT ORDER  -  FIRST     CLASS II
 EJ0044
 EJ0044.The horizontal coordinates were scaled from a topographic map and have
 EJ0044.an estimated accuracy of +/- 6 seconds.
 EJ0044
 EJ0044.The orthometric height was determined by differential leveling
 EJ0044.and adjusted by the National Geodetic Survey in June 1991..
 EJ0044
 EJ0044.The geoid height was determined by GEOID03.
 EJ0044
 EJ0044.The dynamic height is computed by dividing the NAVD 88
 EJ0044.geopotential number by the normal gravity value computed on the
 EJ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0044.degrees latitude (g = 980.6199 gals.).
 EJ0044
 EJ0044.The modeled gravity was interpolated from observed gravity values.
 EJ0044
 EJ0044;                    North         East    Units  Estimated Accuracy
 EJ0044;SPC AR S     -   642,110.      388,470.      MT  (+/- 180 meters Scaled)
 EJ0044
 EJ0044                          SUPERSEDED SURVEY CONTROL
 EJ0044
 EJ0044  NGVD 29 (??/??/92)   76.861  (m)          252.17   (f) ADJ UNCH    1 2
 EJ0044
 EJ0044.Superseded values are not recommended for survey control.
 EJ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0044.See file dsdata.txt to determine how the superseded data were derived.
 EJ0044
 EJ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU798566(NAD 83)
 EJ0044_MARKER: R = RIVET
 EJ0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0044_SP_SET: ABUTMENT
 EJ0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0044
 EJ0044  HISTORY     - Date     Condition        Report By
 EJ0044  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0044  HISTORY     - 1955     GOOD             NGS
 EJ0044  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0044
 EJ0044                          STATION DESCRIPTION
 EJ0044
 EJ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0044'1.5 MI SW FROM JACKSONVILLE.
 EJ0044'1.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0044'STATION AT JACKSONVILLE, PULASKI COUNTY, 51 FEET NORTHWEST OF POLE
 EJ0044'333/26, AT BRIDGE 467 OVER BAYOU METRO, IN THE NORTHWEST END OF THE
 EJ0044'SOUTHWEST ABUTMENT, AND 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 EJ0044'NORTHWEST TRACK.
 EJ0044
 EJ0044                          STATION RECOVERY (1984)
 EJ0044
 EJ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0046 ***********************************************************************
 EJ0046  DESIGNATION -  RV 158
 EJ0046  PID         -  EJ0046
 EJ0046  STATE/COUNTY-  AR/PULASKI
 EJ0046  USGS QUAD   -  MC ALMONT (1986)
 EJ0046
 EJ0046                         *CURRENT SURVEY CONTROL
 EJ0046  ___________________________________________________________________
 EJ0046* NAD 83(1986)-  34 50 39.     (N)    092 08 09.     (W)     SCALED    
 EJ0046* NAVD 88     -        73.96   (+/-2cm)     242.7    (feet)  VERTCON   
 EJ0046  ___________________________________________________________________
 EJ0046  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ0046
 EJ0046  VERT ORDER  -  ? (See Below)
 EJ0046
 EJ0046.The horizontal coordinates were scaled from a topographic map and have
 EJ0046.an estimated accuracy of +/- 6 seconds.
 EJ0046
 EJ0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0046.The vertical order pertains to the NGVD 29 superseded value.
 EJ0046
 EJ0046.The geoid height was determined by GEOID03.
 EJ0046
 EJ0046;                    North         East    Units  Estimated Accuracy
 EJ0046;SPC AR S     -   641,530.      387,580.      MT  (+/- 180 meters Scaled)
 EJ0046
 EJ0046                          SUPERSEDED SURVEY CONTROL
 EJ0046
 EJ0046  NGVD 29 (??/??/92)   73.991  (m)          242.75   (f) ADJ UNCH    ?  
 EJ0046
 EJ0046.Superseded values are not recommended for survey control.
 EJ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0046.See file dsdata.txt to determine how the superseded data were derived.
 EJ0046
 EJ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU790561(NAD 83)
 EJ0046_MARKER: R = RIVET
 EJ0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0046_SP_SET: CULVERT
 EJ0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0046
 EJ0046  HISTORY     - Date     Condition        Report By
 EJ0046  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0046  HISTORY     - 1955     GOOD             NGS
 EJ0046  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0046
 EJ0046                          STATION DESCRIPTION
 EJ0046
 EJ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0046'2.2 MI SW FROM JACKSONVILLE.
 EJ0046'2.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0046'STATION AT JACKSONVILLE, PULASKI COUNTY, 317 YARDS SOUTHWEST OF A ROAD
 EJ0046'CROSSING, 63 FEET NORTHWEST OF POLE 334/13, AT A CONCRETE CULVERT, IN
 EJ0046'THE NORTHWEST HEADWALL, AND 19 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 EJ0046'THE NORTHWEST TRACK.
 EJ0046
 EJ0046                          STATION RECOVERY (1984)
 EJ0046
 EJ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0047 ***********************************************************************
 EJ0047  DESIGNATION -  RV 159
 EJ0047  PID         -  EJ0047
 EJ0047  STATE/COUNTY-  AR/PULASKI
 EJ0047  USGS QUAD   -  MC ALMONT (1986)
 EJ0047
 EJ0047                         *CURRENT SURVEY CONTROL
 EJ0047  ___________________________________________________________________
 EJ0047* NAD 83(1986)-  34 50 25.     (N)    092 08 30.     (W)     SCALED    
 EJ0047* NAVD 88     -        74.585  (meters)     244.70   (feet)  ADJUSTED  
 EJ0047  ___________________________________________________________________
 EJ0047  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EJ0047  DYNAMIC HT  -          74.516 (meters)     244.47  (feet)  COMP
 EJ0047  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 EJ0047
 EJ0047  VERT ORDER  -  FIRST     CLASS II
 EJ0047
 EJ0047.The horizontal coordinates were scaled from a topographic map and have
 EJ0047.an estimated accuracy of +/- 6 seconds.
 EJ0047
 EJ0047.The orthometric height was determined by differential leveling
 EJ0047.and adjusted by the National Geodetic Survey in June 1991..
 EJ0047
 EJ0047.The geoid height was determined by GEOID03.
 EJ0047
 EJ0047.The dynamic height is computed by dividing the NAVD 88
 EJ0047.geopotential number by the normal gravity value computed on the
 EJ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0047.degrees latitude (g = 980.6199 gals.).
 EJ0047
 EJ0047.The modeled gravity was interpolated from observed gravity values.
 EJ0047
 EJ0047;                    North         East    Units  Estimated Accuracy
 EJ0047;SPC AR S     -   641,100.      387,040.      MT  (+/- 180 meters Scaled)
 EJ0047
 EJ0047                          SUPERSEDED SURVEY CONTROL
 EJ0047
 EJ0047  NGVD 29 (??/??/92)   74.612  (m)          244.79   (f) ADJ UNCH    1 2
 EJ0047
 EJ0047.Superseded values are not recommended for survey control.
 EJ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0047.See file dsdata.txt to determine how the superseded data were derived.
 EJ0047
 EJ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU784556(NAD 83)
 EJ0047_MARKER: R = RIVET
 EJ0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0047_SP_SET: CULVERT
 EJ0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0047
 EJ0047  HISTORY     - Date     Condition        Report By
 EJ0047  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0047  HISTORY     - 1955     GOOD             NGS
 EJ0047  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0047
 EJ0047                          STATION DESCRIPTION
 EJ0047
 EJ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0047'2.6 MI SW FROM JACKSONVILLE.
 EJ0047'2.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0047'STATION AT JACKSONVILLE, PULASKI COUNTY, 62 FEET WEST OF POLE 334/30,
 EJ0047'150 FEET SOUTHWEST OF THE SOUTHWEST END OF A CURVE, AT A CONCRETE
 EJ0047'CULVERT, IN THE NORTHWEST HEADWALL, AND 12 FEET NORTHWEST OF THE
 EJ0047'NORTHWEST RAIL OF THE NORTHWEST TRACK.
 EJ0047
 EJ0047                          STATION RECOVERY (1984)
 EJ0047
 EJ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1361 ***********************************************************************
 FF1361  DESIGNATION -  RV 16
 FF1361  PID         -  FF1361
 FF1361  STATE/COUNTY-  AR/WHITE
 FF1361  USGS QUAD   -  BALD KNOB (1994)
 FF1361
 FF1361                         *CURRENT SURVEY CONTROL
 FF1361  ___________________________________________________________________
 FF1361* NAD 83(1986)-  35 20 58.     (N)    091 31 19.     (W)     SCALED    
 FF1361* NAVD 88     -        70.294  (meters)     230.62   (feet)  ADJUSTED  
 FF1361  ___________________________________________________________________
 FF1361  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1361  DYNAMIC HT  -          70.232 (meters)     230.42  (feet)  COMP
 FF1361  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 FF1361
 FF1361  VERT ORDER  -  FIRST     CLASS II
 FF1361
 FF1361.The horizontal coordinates were scaled from a topographic map and have
 FF1361.an estimated accuracy of +/- 6 seconds.
 FF1361
 FF1361.The orthometric height was determined by differential leveling
 FF1361.and adjusted by the National Geodetic Survey in June 1991..
 FF1361
 FF1361.The geoid height was determined by GEOID03.
 FF1361
 FF1361.The dynamic height is computed by dividing the NAVD 88
 FF1361.geopotential number by the normal gravity value computed on the
 FF1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1361.degrees latitude (g = 980.6199 gals.).
 FF1361
 FF1361.The modeled gravity was interpolated from observed gravity values.
 FF1361
 FF1361;                    North         East    Units  Estimated Accuracy
 FF1361;SPC AR N     -   112,830.      443,450.      MT  (+/- 180 meters Scaled)
 FF1361
 FF1361                          SUPERSEDED SURVEY CONTROL
 FF1361
 FF1361  NGVD 29 (??/??/??)   70.245  (m)          230.46   (f) ADJUSTED    1 2
 FF1361
 FF1361.Superseded values are not recommended for survey control.
 FF1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1361.See file dsdata.txt to determine how the superseded data were derived.
 FF1361
 FF1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV343127(NAD 83)
 FF1361_MARKER: R = RIVET
 FF1361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1361_SP_SET: BRIDGE ABUTMENT
 FF1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1361
 FF1361  HISTORY     - Date     Condition        Report By
 FF1361  HISTORY     - UNK      MONUMENTED       MPRR
 FF1361  HISTORY     - 1931     GOOD             CGS
 FF1361  HISTORY     - 1934     GOOD             CGS
 FF1361
 FF1361                          STATION DESCRIPTION
 FF1361
 FF1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1361'1.2 MI SW FROM RUSSELL.
 FF1361'ABOUT 1-1/4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1361'FROM RUSSELL, WHITE COUNTY, OPPOSITE POLE 284+21, IN THE CENTER
 FF1361'LINE OF THE SOUTH ABUTMENT OF BRIDGE 351, AND IN THE WEST
 FF1361'PROJECTION ALONG THE TRACK.  A STANDARD MONEL-METAL RIVET.
 FF1361
 FF1361                          STATION RECOVERY (1934)
 FF1361
 FF1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0013 ***********************************************************************
 FH0013  DESIGNATION -  RV 16
 FH0013  PID         -  FH0013
 FH0013  STATE/COUNTY-  AR/WASHINGTON
 FH0013  USGS QUAD   -  BRENTWOOD (1983)
 FH0013
 FH0013                         *CURRENT SURVEY CONTROL
 FH0013  ___________________________________________________________________
 FH0013* NAD 83(1986)-  35 50 54.     (N)    094 06 32.     (W)     SCALED    
 FH0013* NAVD 88     -       463.808  (meters)    1521.68   (feet)  ADJUSTED  
 FH0013  ___________________________________________________________________
 FH0013  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH0013  DYNAMIC HT  -         463.372 (meters)    1520.25  (feet)  COMP
 FH0013  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 FH0013
 FH0013  VERT ORDER  -  FIRST     CLASS II
 FH0013
 FH0013.The horizontal coordinates were scaled from a topographic map and have
 FH0013.an estimated accuracy of +/- 6 seconds.
 FH0013
 FH0013.The orthometric height was determined by differential leveling
 FH0013.and adjusted by the National Geodetic Survey in June 1991..
 FH0013
 FH0013.The geoid height was determined by GEOID03.
 FH0013
 FH0013.The dynamic height is computed by dividing the NAVD 88
 FH0013.geopotential number by the normal gravity value computed on the
 FH0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0013.degrees latitude (g = 980.6199 gals.).
 FH0013
 FH0013.The modeled gravity was interpolated from observed gravity values.
 FH0013
 FH0013;                    North         East    Units  Estimated Accuracy
 FH0013;SPC AR N     -   170,120.      209,520.      MT  (+/- 180 meters Scaled)
 FH0013
 FH0013                          SUPERSEDED SURVEY CONTROL
 FH0013
 FH0013  NGVD 29 (??/??/92)  463.649  (m)         1521.16   (f) ADJ UNCH    1 2
 FH0013
 FH0013.Superseded values are not recommended for survey control.
 FH0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0013.See file dsdata.txt to determine how the superseded data were derived.
 FH0013
 FH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV998676(NAD 83)
 FH0013_MARKER: R = RIVET
 FH0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0013_SP_SET: CULVERT
 FH0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0013
 FH0013  HISTORY     - Date     Condition        Report By
 FH0013  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0013  HISTORY     - 1960     GOOD             NGS
 FH0013
 FH0013                          STATION DESCRIPTION
 FH0013
 FH0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0013'0.9 MI S FROM BRENTWOOD.
 FH0013'0.9 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0013'BRENTWOOD, WASHINGTON COUNTY, 60 FEET SOUTH OF MILEPOST 3P1, 6
 FH0013'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP
 FH0013'OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT, AND AT THE
 FH0013'SOUTHWEST CORNER OF A SMALL TRESTLE.  A STANDARD MONEL-METAL
 FH0013'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0053 ***********************************************************************
 EJ0053  DESIGNATION -  RV 164
 EJ0053  PID         -  EJ0053
 EJ0053  STATE/COUNTY-  AR/PULASKI
 EJ0053  USGS QUAD   -  MC ALMONT (1986)
 EJ0053
 EJ0053                         *CURRENT SURVEY CONTROL
 EJ0053  ___________________________________________________________________
 EJ0053* NAD 83(1986)-  34 48 47.     (N)    092 10 34.     (W)     SCALED    
 EJ0053* NAVD 88     -        79.361  (meters)     260.37   (feet)  ADJUSTED  
 EJ0053  ___________________________________________________________________
 EJ0053  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EJ0053  DYNAMIC HT  -          79.287 (meters)     260.13  (feet)  COMP
 EJ0053  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 EJ0053
 EJ0053  VERT ORDER  -  FIRST     CLASS II
 EJ0053
 EJ0053.The horizontal coordinates were scaled from a topographic map and have
 EJ0053.an estimated accuracy of +/- 6 seconds.
 EJ0053
 EJ0053.The orthometric height was determined by differential leveling
 EJ0053.and adjusted by the National Geodetic Survey in June 1991..
 EJ0053
 EJ0053.The geoid height was determined by GEOID03.
 EJ0053
 EJ0053.The dynamic height is computed by dividing the NAVD 88
 EJ0053.geopotential number by the normal gravity value computed on the
 EJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0053.degrees latitude (g = 980.6199 gals.).
 EJ0053
 EJ0053.The modeled gravity was interpolated from observed gravity values.
 EJ0053
 EJ0053;                    North         East    Units  Estimated Accuracy
 EJ0053;SPC AR S     -   638,080.      383,890.      MT  (+/- 180 meters Scaled)
 EJ0053
 EJ0053                          SUPERSEDED SURVEY CONTROL
 EJ0053
 EJ0053  NGVD 29 (??/??/92)   79.392  (m)          260.47   (f) ADJ UNCH    1 2
 EJ0053
 EJ0053.Superseded values are not recommended for survey control.
 EJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0053.See file dsdata.txt to determine how the superseded data were derived.
 EJ0053
 EJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU753526(NAD 83)
 EJ0053_MARKER: R = RIVET
 EJ0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0053_SP_SET: ABUTMENT
 EJ0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0053
 EJ0053  HISTORY     - Date     Condition        Report By
 EJ0053  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0053  HISTORY     - 1955     GOOD             NGS
 EJ0053  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0053
 EJ0053                          STATION DESCRIPTION
 EJ0053
 EJ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0053'5.5 MI SW FROM JACKSONVILLE.
 EJ0053'5.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0053'STATION AT JACKSONVILLE, PULASKI COUNTY, 48.7 FEET WEST OF POLE
 EJ0053'337/22, AT BRIDGE 471A OVER U. S. HIGHWAY 67, IN THE NORTHWEST END OF
 EJ0053'THE NORTHEAST ABUTMENT, AND 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 EJ0053'THE NORTHWEST TRACK.
 EJ0053
 EJ0053                          STATION RECOVERY (1984)
 EJ0053
 EJ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0054 ***********************************************************************
 EJ0054  DESIGNATION -  RV 165
 EJ0054  PID         -  EJ0054
 EJ0054  STATE/COUNTY-  AR/PULASKI
 EJ0054  USGS QUAD   -  MC ALMONT (1986)
 EJ0054
 EJ0054                         *CURRENT SURVEY CONTROL
 EJ0054  ___________________________________________________________________
 EJ0054* NAD 83(1986)-  34 48 24.     (N)    092 11 00.     (W)     SCALED    
 EJ0054* NAVD 88     -        81.809  (meters)     268.40   (feet)  ADJUSTED  
 EJ0054  ___________________________________________________________________
 EJ0054  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EJ0054  DYNAMIC HT  -          81.733 (meters)     268.15  (feet)  COMP
 EJ0054  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 EJ0054
 EJ0054  VERT ORDER  -  FIRST     CLASS II
 EJ0054
 EJ0054.The horizontal coordinates were scaled from a topographic map and have
 EJ0054.an estimated accuracy of +/- 6 seconds.
 EJ0054
 EJ0054.The orthometric height was determined by differential leveling
 EJ0054.and adjusted by the National Geodetic Survey in June 1991..
 EJ0054
 EJ0054.The geoid height was determined by GEOID03.
 EJ0054
 EJ0054.The dynamic height is computed by dividing the NAVD 88
 EJ0054.geopotential number by the normal gravity value computed on the
 EJ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0054.degrees latitude (g = 980.6199 gals.).
 EJ0054
 EJ0054.The modeled gravity was interpolated from observed gravity values.
 EJ0054
 EJ0054;                    North         East    Units  Estimated Accuracy
 EJ0054;SPC AR S     -   637,380.      383,220.      MT  (+/- 180 meters Scaled)
 EJ0054
 EJ0054                          SUPERSEDED SURVEY CONTROL
 EJ0054
 EJ0054  NGVD 29 (??/??/92)   81.833  (m)          268.48   (f) ADJ UNCH    1 2
 EJ0054
 EJ0054.Superseded values are not recommended for survey control.
 EJ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0054.See file dsdata.txt to determine how the superseded data were derived.
 EJ0054
 EJ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU746519(NAD 83)
 EJ0054_MARKER: R = RIVET
 EJ0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0054_SP_SET: CULVERT
 EJ0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0054+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EJ0054
 EJ0054  HISTORY     - Date     Condition        Report By
 EJ0054  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0054  HISTORY     - 1955     GOOD             NGS
 EJ0054  HISTORY     - 1984     GOOD             NGS
 EJ0054  HISTORY     - 1989     GOOD             USPSQD
 EJ0054  HISTORY     - 1990     GOOD             USPSQD
 EJ0054  HISTORY     - 20030317 GOOD             JCLS
 EJ0054
 EJ0054                          STATION DESCRIPTION
 EJ0054
 EJ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0054'5.6 MI NE FROM NORTH LITTLE ROCK.
 EJ0054'5.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0054'LOCUST STREET VIADUCT AT NORTH LITTLE ROCK, PULASKI COUNTY, AT
 EJ0054'MCALMONT, 90 FEET NORTHWEST OF POLE 338/06, 47 FEET NORTHWEST OF THE
 EJ0054'NORTHWEST RAIL OF THE NORTHWEST TRACK, 16 FEET SOUTHEAST OF THE
 EJ0054'CENTERLINE OF U. S. HIGHWAY 67, AT AN 18-INCH CONCRETE CULVERT UNDER
 EJ0054'THE HIGHWAY, AND IN THE CENTER OF THE SOUTHEAST HEADWALL.
 EJ0054
 EJ0054                          STATION RECOVERY (1984)
 EJ0054
 EJ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0054'RECOVERED IN GOOD CONDITION.
 EJ0054
 EJ0054                          STATION RECOVERY (1989)
 EJ0054
 EJ0054'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0054'RECOVERED IN GOOD CONDITION.
 EJ0054
 EJ0054                          STATION RECOVERY (1990)
 EJ0054
 EJ0054'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0054'RECOVERED IN GOOD CONDITION.
 EJ0054
 EJ0054                          STATION RECOVERY (2003)
 EJ0054
 EJ0054'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (FJO)
 EJ0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0055 ***********************************************************************
 EJ0055  DESIGNATION -  RV 166
 EJ0055  PID         -  EJ0055
 EJ0055  STATE/COUNTY-  AR/PULASKI
 EJ0055  USGS QUAD   -  MC ALMONT (1986)
 EJ0055
 EJ0055                         *CURRENT SURVEY CONTROL
 EJ0055  ___________________________________________________________________
 EJ0055* NAD 83(1986)-  34 48 07.     (N)    092 11 20.     (W)     SCALED    
 EJ0055* NAVD 88     -        81.813  (meters)     268.41   (feet)  ADJUSTED  
 EJ0055  ___________________________________________________________________
 EJ0055  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EJ0055  DYNAMIC HT  -          81.737 (meters)     268.17  (feet)  COMP
 EJ0055  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 EJ0055
 EJ0055  VERT ORDER  -  FIRST     CLASS II
 EJ0055
 EJ0055.The horizontal coordinates were scaled from a topographic map and have
 EJ0055.an estimated accuracy of +/- 6 seconds.
 EJ0055
 EJ0055.The orthometric height was determined by differential leveling
 EJ0055.and adjusted by the National Geodetic Survey in June 1991..
 EJ0055
 EJ0055.The geoid height was determined by GEOID03.
 EJ0055
 EJ0055.The dynamic height is computed by dividing the NAVD 88
 EJ0055.geopotential number by the normal gravity value computed on the
 EJ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0055.degrees latitude (g = 980.6199 gals.).
 EJ0055
 EJ0055.The modeled gravity was interpolated from observed gravity values.
 EJ0055
 EJ0055;                    North         East    Units  Estimated Accuracy
 EJ0055;SPC AR S     -   636,850.      382,720.      MT  (+/- 180 meters Scaled)
 EJ0055
 EJ0055                          SUPERSEDED SURVEY CONTROL
 EJ0055
 EJ0055  NGVD 29 (??/??/92)   81.847  (m)          268.53   (f) ADJ UNCH    1 2
 EJ0055
 EJ0055.Superseded values are not recommended for survey control.
 EJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0055.See file dsdata.txt to determine how the superseded data were derived.
 EJ0055
 EJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU741513(NAD 83)
 EJ0055_MARKER: R = RIVET
 EJ0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0055_SP_SET: CULVERT
 EJ0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0055
 EJ0055  HISTORY     - Date     Condition        Report By
 EJ0055  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0055  HISTORY     - 1955     GOOD             NGS
 EJ0055  HISTORY     - 1984     GOOD             NGS
 EJ0055  HISTORY     - 1989     GOOD             USPSQD
 EJ0055  HISTORY     - 1990     GOOD             USPSQD
 EJ0055
 EJ0055                          STATION DESCRIPTION
 EJ0055
 EJ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0055'5.2 MI NE FROM NORTH LITTLE ROCK.
 EJ0055'5.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0055'LOCUST STREET VIADUCT AT NORTH LITTLE ROCK, PULASKI COUNTY, 98 FEET
 EJ0055'NORTHWEST OF POLE 338/24, 47 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 EJ0055'THE NORTHWEST TRACK, 16 FEET SOUTHEAST OF THE CENTERLINE OF U. S.
 EJ0055'HIGHWAY 67, AT A 24-INCH CONCRETE-PIPE CULVERT UNDER THE HIGHWAY, AND
 EJ0055'IN THE CENTER OF THE SOUTHEAST HEADWALL.
 EJ0055
 EJ0055                          STATION RECOVERY (1984)
 EJ0055
 EJ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0055'RECOVERED IN GOOD CONDITION.
 EJ0055
 EJ0055                          STATION RECOVERY (1989)
 EJ0055
 EJ0055'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0055'RECOVERED IN GOOD CONDITION.
 EJ0055
 EJ0055                          STATION RECOVERY (1990)
 EJ0055
 EJ0055'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0058 ***********************************************************************
 EJ0058  DESIGNATION -  RV 168
 EJ0058  PID         -  EJ0058
 EJ0058  STATE/COUNTY-  AR/PULASKI
 EJ0058  USGS QUAD   -  MC ALMONT (1986)
 EJ0058
 EJ0058                         *CURRENT SURVEY CONTROL
 EJ0058  ___________________________________________________________________
 EJ0058* NAD 83(1986)-  34 46 45.     (N)    092 12 43.     (W)     SCALED    
 EJ0058* NAVD 88     -        77.252  (meters)     253.45   (feet)  ADJUSTED  
 EJ0058  ___________________________________________________________________
 EJ0058  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ0058  DYNAMIC HT  -          77.180 (meters)     253.21  (feet)  COMP
 EJ0058  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 EJ0058
 EJ0058  VERT ORDER  -  FIRST     CLASS II
 EJ0058
 EJ0058.The horizontal coordinates were scaled from a topographic map and have
 EJ0058.an estimated accuracy of +/- 6 seconds.
 EJ0058
 EJ0058.The orthometric height was determined by differential leveling
 EJ0058.and adjusted by the National Geodetic Survey in June 1991..
 EJ0058
 EJ0058.The geoid height was determined by GEOID03.
 EJ0058
 EJ0058.The dynamic height is computed by dividing the NAVD 88
 EJ0058.geopotential number by the normal gravity value computed on the
 EJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0058.degrees latitude (g = 980.6199 gals.).
 EJ0058
 EJ0058.The modeled gravity was interpolated from observed gravity values.
 EJ0058
 EJ0058;                    North         East    Units  Estimated Accuracy
 EJ0058;SPC AR S     -   634,330.      380,600.      MT  (+/- 180 meters Scaled)
 EJ0058
 EJ0058                          SUPERSEDED SURVEY CONTROL
 EJ0058
 EJ0058  NGVD 29 (??/??/92)   77.291  (m)          253.58   (f) ADJ UNCH    1 2
 EJ0058
 EJ0058.Superseded values are not recommended for survey control.
 EJ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0058.See file dsdata.txt to determine how the superseded data were derived.
 EJ0058
 EJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU721488(NAD 83)
 EJ0058_MARKER: R = RIVET
 EJ0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0058_SP_SET: CULVERT
 EJ0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0058
 EJ0058  HISTORY     - Date     Condition        Report By
 EJ0058  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0058  HISTORY     - 1955     GOOD             NGS
 EJ0058  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0058
 EJ0058                          STATION DESCRIPTION
 EJ0058
 EJ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0058'3.2 MI NE FROM NORTH LITTLE ROCK.
 EJ0058'3.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0058'LOCUST STREET VIADUCT AT NORTH LITTLE ROCK, PULASKI COUNTY,  67 FEET
 EJ0058'NORTHWEST OF POLE 340/23, AT A 3- BY 3-FOOT CONCRETE CULVERT, IN THE
 EJ0058'CENTER OF THE NORTHWEST HEADWALL, AND 14.8 FEET NORTHWEST OF THE
 EJ0058'NORTHWEST RAIL OF THE NORTHWEST TRACK.
 EJ0058
 EJ0058                          STATION RECOVERY (1984)
 EJ0058
 EJ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0014 ***********************************************************************
 FH0014  DESIGNATION -  RV 17
 FH0014  PID         -  FH0014
 FH0014  STATE/COUNTY-  AR/WASHINGTON
 FH0014  USGS QUAD   -  BRENTWOOD (1983)
 FH0014
 FH0014                         *CURRENT SURVEY CONTROL
 FH0014  ___________________________________________________________________
 FH0014* NAD 83(1986)-  35 50 26.     (N)    094 06 55.     (W)     SCALED    
 FH0014* NAVD 88     -       473.883  (meters)    1554.73   (feet)  ADJUSTED  
 FH0014  ___________________________________________________________________
 FH0014  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FH0014  DYNAMIC HT  -         473.438 (meters)    1553.27  (feet)  COMP
 FH0014  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FH0014
 FH0014  VERT ORDER  -  FIRST     CLASS II
 FH0014
 FH0014.The horizontal coordinates were scaled from a topographic map and have
 FH0014.an estimated accuracy of +/- 6 seconds.
 FH0014
 FH0014.The orthometric height was determined by differential leveling
 FH0014.and adjusted by the National Geodetic Survey in June 1991..
 FH0014
 FH0014.The geoid height was determined by GEOID03.
 FH0014
 FH0014.The dynamic height is computed by dividing the NAVD 88
 FH0014.geopotential number by the normal gravity value computed on the
 FH0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0014.degrees latitude (g = 980.6199 gals.).
 FH0014
 FH0014.The modeled gravity was interpolated from observed gravity values.
 FH0014
 FH0014;                    North         East    Units  Estimated Accuracy
 FH0014;SPC AR N     -   169,270.      208,920.      MT  (+/- 180 meters Scaled)
 FH0014
 FH0014                          SUPERSEDED SURVEY CONTROL
 FH0014
 FH0014  NGVD 29 (??/??/92)  473.725  (m)         1554.21   (f) ADJ UNCH    1 2
 FH0014
 FH0014.Superseded values are not recommended for survey control.
 FH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0014.See file dsdata.txt to determine how the superseded data were derived.
 FH0014
 FH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV992668(NAD 83)
 FH0014_MARKER: R = RIVET
 FH0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0014_SP_SET: CULVERT
 FH0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0014
 FH0014  HISTORY     - Date     Condition        Report By
 FH0014  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0014  HISTORY     - 1960     GOOD             NGS
 FH0014
 FH0014                          STATION DESCRIPTION
 FH0014
 FH0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0014'1.7 MI S FROM BRENTWOOD.
 FH0014'1.7 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0014'BRENTWOOD, WASHINGTON COUNTY, BETWEEN POLES 371+27 AND 371+28, AND
 FH0014'IN THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT.  A
 FH0014'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1362 ***********************************************************************
 FF1362  DESIGNATION -  RV 17
 FF1362  PID         -  FF1362
 FF1362  STATE/COUNTY-  AR/WHITE
 FF1362  USGS QUAD   -  BALD KNOB (1994)
 FF1362
 FF1362                         *CURRENT SURVEY CONTROL
 FF1362  ___________________________________________________________________
 FF1362* NAD 83(1986)-  35 21 24.     (N)    091 30 52.     (W)     SCALED    
 FF1362* NAVD 88     -        72.000  (meters)     236.22   (feet)  ADJUSTED  
 FF1362  ___________________________________________________________________
 FF1362  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1362  DYNAMIC HT  -          71.936 (meters)     236.01  (feet)  COMP
 FF1362  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FF1362
 FF1362  VERT ORDER  -  FIRST     CLASS II
 FF1362
 FF1362.The horizontal coordinates were scaled from a topographic map and have
 FF1362.an estimated accuracy of +/- 6 seconds.
 FF1362
 FF1362.The orthometric height was determined by differential leveling
 FF1362.and adjusted by the National Geodetic Survey in June 1991..
 FF1362
 FF1362.The geoid height was determined by GEOID03.
 FF1362
 FF1362.The dynamic height is computed by dividing the NAVD 88
 FF1362.geopotential number by the normal gravity value computed on the
 FF1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1362.degrees latitude (g = 980.6199 gals.).
 FF1362
 FF1362.The modeled gravity was interpolated from observed gravity values.
 FF1362
 FF1362;                    North         East    Units  Estimated Accuracy
 FF1362;SPC AR N     -   113,640.      444,130.      MT  (+/- 180 meters Scaled)
 FF1362
 FF1362                          SUPERSEDED SURVEY CONTROL
 FF1362
 FF1362  NGVD 29 (??/??/??)   71.950  (m)          236.06   (f) ADJUSTED    1 2
 FF1362
 FF1362.Superseded values are not recommended for survey control.
 FF1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1362.See file dsdata.txt to determine how the superseded data were derived.
 FF1362
 FF1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV349136(NAD 83)
 FF1362_MARKER: R = RIVET
 FF1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1362_SP_SET: CULVERT
 FF1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1362
 FF1362  HISTORY     - Date     Condition        Report By
 FF1362  HISTORY     - UNK      MONUMENTED       MPRR
 FF1362  HISTORY     - 1931     GOOD             CGS
 FF1362  HISTORY     - 1934     GOOD             CGS
 FF1362
 FF1362                          STATION DESCRIPTION
 FF1362
 FF1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1362'0.5 MI SW FROM RUSSELL.
 FF1362'ABOUT 1/2 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1362'RUSSELL, WHITE COUNTY, OPPOSITE POLE 283+34, AND IN THE CENTER
 FF1362'LINE OF THE WEST HEAD WALL OF A 4- BY 4-FOOT CONCRETE CULVERT.
 FF1362'A STANDARD MONEL-METAL RIVET.
 FF1362
 FF1362                          STATION RECOVERY (1934)
 FF1362
 FF1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0280 ***********************************************************************
 EJ0280  DESIGNATION -  RV 174
 EJ0280  PID         -  EJ0280
 EJ0280  STATE/COUNTY-  AR/PULASKI
 EJ0280  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0280
 EJ0280                         *CURRENT SURVEY CONTROL
 EJ0280  ___________________________________________________________________
 EJ0280* NAD 83(1986)-  34 45 19.     (N)    092 16 53.     (W)     SCALED    
 EJ0280* NAVD 88     -        81.713  (meters)     268.09   (feet)  ADJUSTED  
 EJ0280  ___________________________________________________________________
 EJ0280  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0280  DYNAMIC HT  -          81.637 (meters)     267.84  (feet)  COMP
 EJ0280  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 EJ0280
 EJ0280  VERT ORDER  -  FIRST     CLASS II
 EJ0280
 EJ0280.The horizontal coordinates were scaled from a topographic map and have
 EJ0280.an estimated accuracy of +/- 6 seconds.
 EJ0280
 EJ0280.The orthometric height was determined by differential leveling
 EJ0280.and adjusted by the National Geodetic Survey in June 1991..
 EJ0280.WARNING-Repeat measurements at this control monument indicate possible
 EJ0280.vertical movement.
 EJ0280
 EJ0280.The geoid height was determined by GEOID03.
 EJ0280
 EJ0280.The dynamic height is computed by dividing the NAVD 88
 EJ0280.geopotential number by the normal gravity value computed on the
 EJ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0280.degrees latitude (g = 980.6199 gals.).
 EJ0280
 EJ0280.The modeled gravity was interpolated from observed gravity values.
 EJ0280
 EJ0280;                    North         East    Units  Estimated Accuracy
 EJ0280;SPC AR S     -   631,700.      374,240.      MT  (+/- 180 meters Scaled)
 EJ0280
 EJ0280                          SUPERSEDED SURVEY CONTROL
 EJ0280
 EJ0280  NGVD 29 (06/07/95)   81.764  (m)          268.25   (f) ADJUSTED    1 2
 EJ0280
 EJ0280.Superseded values are not recommended for survey control.
 EJ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0280.See file dsdata.txt to determine how the superseded data were derived.
 EJ0280
 EJ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU657461(NAD 83)
 EJ0280_MARKER: R = RIVET
 EJ0280_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EJ0280_STAMPING: RV 174
 EJ0280_MARK LOGO: MPRR  
 EJ0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0280
 EJ0280  HISTORY     - Date     Condition        Report By
 EJ0280  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0280  HISTORY     - 1934     GOOD             NGS
 EJ0280  HISTORY     - 1984     POOR             NGS
 EJ0280  HISTORY     - 1988     GOOD             USPSQD
 EJ0280  HISTORY     - 1988     POOR             USPSQD
 EJ0280  HISTORY     - 1989     GOOD             USPSQD
 EJ0280  HISTORY     - 1990     GOOD             USPSQD
 EJ0280
 EJ0280                          STATION DESCRIPTION
 EJ0280
 EJ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ0280'IN NORTH LITTLE ROCK.
 EJ0280'AT NORTH LITTLE ROCK, PULASKI COUNTY, AT THE NORTH END OF THE MISSOURI
 EJ0280'PACIFIC RAILROAD DOUBLE-TRACK BRIDGE 477 OVER THE ARKANSAS RIVER, IN
 EJ0280'THE CENTER OF THE EAST PARAPET, 2.9 FEET WEST OF THE TOP OF THE SLOPE
 EJ0280'ON THE EAST END OF THE ABUTMENT, AND 7 FEET EAST OF THE CENTERLINE OF
 EJ0280'THE NEAREST TRACK.  A STANDARD MONEL-METAL RIVET, STAMPED RV 174.
 EJ0280
 EJ0280                          STATION RECOVERY (1984)
 EJ0280
 EJ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0280'RECOVERED IN POOR CONDITION.  ADD THE MARK IS ACROSS THE TRACKS FROM
 EJ0280'BENCH MARK L 10.  NOTE, RIVET WAS CHECKED AND DOUBLE CHECKED FOR
 EJ0280'STAMPING, NO STAMPING LEGIBLE ON RIVET, THE RIVET HAS BEEN POUNDED ON
 EJ0280'THE TOP AND FLATTENED SOMEWHAT, POSSIBLE AN ELEVATION CHANGE.
 EJ0280
 EJ0280                          STATION RECOVERY (1988)
 EJ0280
 EJ0280'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0280'RECOVERED IN GOOD CONDITION.
 EJ0280
 EJ0280                          STATION RECOVERY (1988)
 EJ0280
 EJ0280'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0280'MARK RECOVERED IN POOR CONDITION.
 EJ0280
 EJ0280                          STATION RECOVERY (1989)
 EJ0280
 EJ0280'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0280'RECOVERED IN GOOD CONDITION.
 EJ0280
 EJ0280                          STATION RECOVERY (1990)
 EJ0280
 EJ0280'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0278 ***********************************************************************
 EJ0278  DESIGNATION -  RV 175
 EJ0278  PID         -  EJ0278
 EJ0278  STATE/COUNTY-  AR/PULASKI
 EJ0278  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0278
 EJ0278                         *CURRENT SURVEY CONTROL
 EJ0278  ___________________________________________________________________
 EJ0278* NAD 83(1986)-  34 45 08.     (N)    092 16 59.     (W)     SCALED    
 EJ0278* NAVD 88     -        82.780  (meters)     271.59   (feet)  ADJUSTED  
 EJ0278  ___________________________________________________________________
 EJ0278  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ0278  DYNAMIC HT  -          82.704 (meters)     271.34  (feet)  COMP
 EJ0278  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 EJ0278
 EJ0278  VERT ORDER  -  FIRST     CLASS II
 EJ0278
 EJ0278.The horizontal coordinates were scaled from a topographic map and have
 EJ0278.an estimated accuracy of +/- 6 seconds.
 EJ0278
 EJ0278.The orthometric height was determined by differential leveling
 EJ0278.and adjusted by the National Geodetic Survey in June 1991..
 EJ0278
 EJ0278.The geoid height was determined by GEOID03.
 EJ0278
 EJ0278.The dynamic height is computed by dividing the NAVD 88
 EJ0278.geopotential number by the normal gravity value computed on the
 EJ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0278.degrees latitude (g = 980.6199 gals.).
 EJ0278
 EJ0278.The modeled gravity was interpolated from observed gravity values.
 EJ0278
 EJ0278;                    North         East    Units  Estimated Accuracy
 EJ0278;SPC AR S     -   631,360.      374,080.      MT  (+/- 180 meters Scaled)
 EJ0278
 EJ0278                          SUPERSEDED SURVEY CONTROL
 EJ0278
 EJ0278  NGVD 29 (??/??/92)   82.830  (m)          271.75   (f) ADJ UNCH    1 2
 EJ0278
 EJ0278.Superseded values are not recommended for survey control.
 EJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0278.See file dsdata.txt to determine how the superseded data were derived.
 EJ0278
 EJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU656458(NAD 83)
 EJ0278_MARKER: R = RIVET
 EJ0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0278_SP_SET: BRIDGE, CROSSBEAM
 EJ0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0278
 EJ0278  HISTORY     - Date     Condition        Report By
 EJ0278  HISTORY     - UNK      MONUMENTED       MPRR
 EJ0278  HISTORY     - 1955     GOOD             NGS
 EJ0278  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0278  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0278  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0278
 EJ0278                          STATION DESCRIPTION
 EJ0278
 EJ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0278'IN LITTLE ROCK.
 EJ0278'AT LITTLE ROCK, PULASKI COUNTY, ON THE MISSOURI PACIFIC RAILROAD, AT
 EJ0278'POLE 345+19, IN THE EAST PIER OF THE LINCOLN AVENUE VIADUCT, AND IN
 EJ0278'THE CENTER OF THE CONCRETE CROSSBEAM.  A STANDARD MONEL-METAL RIVET.
 EJ0278
 EJ0278                          STATION RECOVERY (1984)
 EJ0278
 EJ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0278'NOT RECOVERED, BRIDGE DESTROYED, INTERSTATE HIGHWAY UNDER
 EJ0278'CONSTRUCTION.
 EJ0278
 EJ0278                          STATION RECOVERY (1988)
 EJ0278
 EJ0278'RECOVERY NOTE BY US POWER SQUADRON 1988 (RRB)
 EJ0278'MARK NOT FOUND.
 EJ0278
 EJ0278                          STATION RECOVERY (1989)
 EJ0278
 EJ0278'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0614 ***********************************************************************
 EJ0614  DESIGNATION -  RV 176
 EJ0614  PID         -  EJ0614
 EJ0614  STATE/COUNTY-  AR/JEFFERSON
 EJ0614  USGS QUAD   -  PINE BLUFF (1984)
 EJ0614
 EJ0614                         *CURRENT SURVEY CONTROL
 EJ0614  ___________________________________________________________________
 EJ0614* NAD 83(1986)-  34 09 15.     (N)    092 04 14.     (W)     SCALED    
 EJ0614* NAVD 88     -        85.181  (meters)     279.46   (feet)  ADJUSTED  
 EJ0614  ___________________________________________________________________
 EJ0614  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 EJ0614  DYNAMIC HT  -          85.099 (meters)     279.20  (feet)  COMP
 EJ0614  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 EJ0614
 EJ0614  VERT ORDER  -  SECOND    CLASS 0
 EJ0614
 EJ0614.The horizontal coordinates were scaled from a topographic map and have
 EJ0614.an estimated accuracy of +/- 6 seconds.
 EJ0614
 EJ0614.The orthometric height was determined by differential leveling
 EJ0614.and adjusted by the National Geodetic Survey in June 1991..
 EJ0614
 EJ0614.The geoid height was determined by GEOID03.
 EJ0614
 EJ0614.The dynamic height is computed by dividing the NAVD 88
 EJ0614.geopotential number by the normal gravity value computed on the
 EJ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0614.degrees latitude (g = 980.6199 gals.).
 EJ0614
 EJ0614.The modeled gravity was interpolated from observed gravity values.
 EJ0614
 EJ0614;                    North         East    Units  Estimated Accuracy
 EJ0614;SPC AR S     -   564,980.      393,490.      MT  (+/- 180 meters Scaled)
 EJ0614
 EJ0614                          SUPERSEDED SURVEY CONTROL
 EJ0614
 EJ0614  NGVD 29 (??/??/92)   85.262  (m)          279.73   (f) ADJ UNCH    2 0
 EJ0614
 EJ0614.Superseded values are not recommended for survey control.
 EJ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0614.See file dsdata.txt to determine how the superseded data were derived.
 EJ0614
 EJ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT856796(NAD 83)
 EJ0614_MARKER: R = RIVET
 EJ0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0614_SP_SET: CULVERT
 EJ0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0614
 EJ0614  HISTORY     - Date     Condition        Report By
 EJ0614  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0614  HISTORY     - 1932     GOOD             NGS
 EJ0614  HISTORY     - 1934     GOOD             NGS
 EJ0614  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0614
 EJ0614                          STATION DESCRIPTION
 EJ0614
 EJ0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0614'4 MI NE FROM FAITH.
 EJ0614'ABOUT 4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EJ0614'FAITH, JEFFERSON COUNTY, ABOUT 14-3/4 POLES SOUTHWEST OF MILEPOST 274,
 EJ0614'AT A CONCRETE CULVERT, AND IN THE CENTER OF THE EAST HEAD WALL. A
 EJ0614'STANDARD MONEL-METAL RIVET.
 EJ0614
 EJ0614                          STATION RECOVERY (1934)
 EJ0614
 EJ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0614'RECOVERED IN GOOD CONDITION.
 EJ0614
 EJ0614                          STATION RECOVERY (1984)
 EJ0614
 EJ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0615 ***********************************************************************
 EJ0615  DESIGNATION -  RV 177
 EJ0615  PID         -  EJ0615
 EJ0615  STATE/COUNTY-  AR/JEFFERSON
 EJ0615  USGS QUAD   -  PINE BLUFF (1984)
 EJ0615
 EJ0615                         *CURRENT SURVEY CONTROL
 EJ0615  ___________________________________________________________________
 EJ0615* NAD 83(1986)-  34 08 51.     (N)    092 04 33.     (W)     SCALED    
 EJ0615* NAVD 88     -        84.294  (meters)     276.55   (feet)  ADJUSTED  
 EJ0615  ___________________________________________________________________
 EJ0615  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EJ0615  DYNAMIC HT  -          84.212 (meters)     276.29  (feet)  COMP
 EJ0615  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 EJ0615
 EJ0615  VERT ORDER  -  SECOND    CLASS 0
 EJ0615
 EJ0615.The horizontal coordinates were scaled from a topographic map and have
 EJ0615.an estimated accuracy of +/- 6 seconds.
 EJ0615
 EJ0615.The orthometric height was determined by differential leveling
 EJ0615.and adjusted by the National Geodetic Survey in June 1991..
 EJ0615
 EJ0615.The geoid height was determined by GEOID03.
 EJ0615
 EJ0615.The dynamic height is computed by dividing the NAVD 88
 EJ0615.geopotential number by the normal gravity value computed on the
 EJ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0615.degrees latitude (g = 980.6199 gals.).
 EJ0615
 EJ0615.The modeled gravity was interpolated from observed gravity values.
 EJ0615
 EJ0615;                    North         East    Units  Estimated Accuracy
 EJ0615;SPC AR S     -   564,250.      393,010.      MT  (+/- 180 meters Scaled)
 EJ0615
 EJ0615                          SUPERSEDED SURVEY CONTROL
 EJ0615
 EJ0615  NGVD 29 (??/??/92)   84.374  (m)          276.82   (f) ADJ UNCH    2 0
 EJ0615
 EJ0615.Superseded values are not recommended for survey control.
 EJ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0615.See file dsdata.txt to determine how the superseded data were derived.
 EJ0615
 EJ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT851788(NAD 83)
 EJ0615_MARKER: R = RIVET
 EJ0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0615_SP_SET: CULVERT
 EJ0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0615
 EJ0615  HISTORY     - Date     Condition        Report By
 EJ0615  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0615  HISTORY     - 1932     GOOD             NGS
 EJ0615  HISTORY     - 1934     GOOD             NGS
 EJ0615
 EJ0615                          STATION DESCRIPTION
 EJ0615
 EJ0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0615'3.5 MI NE FROM FAITH.
 EJ0615'ABOUT 3-1/2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EJ0615'FROM FAITH, JEFFERSON COUNTY, ABOUT 2 POLES SOUTHWEST OF MILEPOST 275,
 EJ0615'AT A CONCRETE CULVERT, AND IN THE CENTER OF THE EAST HEAD WALL. A
 EJ0615'STANDARD MONEL-METAL RIVET.
 EJ0615
 EJ0615                          STATION RECOVERY (1934)
 EJ0615
 EJ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0617 ***********************************************************************
 EJ0617  DESIGNATION -  RV 178
 EJ0617  PID         -  EJ0617
 EJ0617  STATE/COUNTY-  AR/JEFFERSON
 EJ0617  USGS QUAD   -  FAITH (1984)
 EJ0617
 EJ0617                         *CURRENT SURVEY CONTROL
 EJ0617  ___________________________________________________________________
 EJ0617* NAD 83(1986)-  34 07 06.     (N)    092 05 47.     (W)     SCALED    
 EJ0617* NAVD 88     -        82.342  (meters)     270.15   (feet)  ADJUSTED  
 EJ0617  ___________________________________________________________________
 EJ0617  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 EJ0617  DYNAMIC HT  -          82.262 (meters)     269.89  (feet)  COMP
 EJ0617  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 EJ0617
 EJ0617  VERT ORDER  -  SECOND    CLASS 0
 EJ0617
 EJ0617.The horizontal coordinates were scaled from a topographic map and have
 EJ0617.an estimated accuracy of +/- 6 seconds.
 EJ0617
 EJ0617.The orthometric height was determined by differential leveling
 EJ0617.and adjusted by the National Geodetic Survey in June 1991..
 EJ0617
 EJ0617.The geoid height was determined by GEOID03.
 EJ0617
 EJ0617.The dynamic height is computed by dividing the NAVD 88
 EJ0617.geopotential number by the normal gravity value computed on the
 EJ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0617.degrees latitude (g = 980.6199 gals.).
 EJ0617
 EJ0617.The modeled gravity was interpolated from observed gravity values.
 EJ0617
 EJ0617;                    North         East    Units  Estimated Accuracy
 EJ0617;SPC AR S     -   561,010.      391,110.      MT  (+/- 180 meters Scaled)
 EJ0617
 EJ0617                          SUPERSEDED SURVEY CONTROL
 EJ0617
 EJ0617  NGVD 29 (??/??/92)   82.419  (m)          270.40   (f) ADJ UNCH    2 0
 EJ0617
 EJ0617.Superseded values are not recommended for survey control.
 EJ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0617.See file dsdata.txt to determine how the superseded data were derived.
 EJ0617
 EJ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT833756(NAD 83)
 EJ0617_MARKER: R = RIVET
 EJ0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0617_SP_SET: CULVERT
 EJ0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0617
 EJ0617  HISTORY     - Date     Condition        Report By
 EJ0617  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0617  HISTORY     - 1932     GOOD             NGS
 EJ0617  HISTORY     - 1934     GOOD             NGS
 EJ0617
 EJ0617                          STATION DESCRIPTION
 EJ0617
 EJ0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0617'1.2 MI NE FROM FAITH.
 EJ0617'ABOUT 1.2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EJ0617'FROM FAITH, JEFFERSON COUNTY, ABOUT 12-1/2 POLES SOUTHWEST OF MILEPOST
 EJ0617'277, AT A CONCRETE PIPE CULVERT, AND IN THE TOP OF THE EAST END. A
 EJ0617'STANDARD MONEL-METAL RIVET.
 EJ0617
 EJ0617                          STATION RECOVERY (1934)
 EJ0617
 EJ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0626 ***********************************************************************
 EJ0626  DESIGNATION -  RV 179
 EJ0626  PID         -  EJ0626
 EJ0626  STATE/COUNTY-  AR/JEFFERSON
 EJ0626  USGS QUAD   -  FAITH (1984)
 EJ0626
 EJ0626                         *CURRENT SURVEY CONTROL
 EJ0626  ___________________________________________________________________
 EJ0626* NAD 83(1986)-  34 05 07.     (N)    092 07 04.     (W)     SCALED    
 EJ0626* NAVD 88     -        68.017  (meters)     223.15   (feet)  ADJUSTED  
 EJ0626  ___________________________________________________________________
 EJ0626  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EJ0626  DYNAMIC HT  -          67.950 (meters)     222.93  (feet)  COMP
 EJ0626  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 EJ0626
 EJ0626  VERT ORDER  -  SECOND    CLASS 0
 EJ0626
 EJ0626.The horizontal coordinates were scaled from a topographic map and have
 EJ0626.an estimated accuracy of +/- 6 seconds.
 EJ0626
 EJ0626.The orthometric height was determined by differential leveling
 EJ0626.and adjusted by the National Geodetic Survey in June 1991..
 EJ0626
 EJ0626.The geoid height was determined by GEOID03.
 EJ0626
 EJ0626.The dynamic height is computed by dividing the NAVD 88
 EJ0626.geopotential number by the normal gravity value computed on the
 EJ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0626.degrees latitude (g = 980.6199 gals.).
 EJ0626
 EJ0626.The modeled gravity was interpolated from observed gravity values.
 EJ0626
 EJ0626;                    North         East    Units  Estimated Accuracy
 EJ0626;SPC AR S     -   557,350.      389,130.      MT  (+/- 180 meters Scaled)
 EJ0626
 EJ0626                          SUPERSEDED SURVEY CONTROL
 EJ0626
 EJ0626  NGVD 29 (??/??/92)   68.092  (m)          223.40   (f) ADJ UNCH    2 0
 EJ0626
 EJ0626.Superseded values are not recommended for survey control.
 EJ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0626.See file dsdata.txt to determine how the superseded data were derived.
 EJ0626
 EJ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT813719(NAD 83)
 EJ0626_MARKER: R = RIVET
 EJ0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0626_SP_SET: CULVERT
 EJ0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0626
 EJ0626  HISTORY     - Date     Condition        Report By
 EJ0626  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0626  HISTORY     - 1932     GOOD             NGS
 EJ0626  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0626
 EJ0626                          STATION DESCRIPTION
 EJ0626
 EJ0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0626'1.4 MI SW FROM FAITH.
 EJ0626'ABOUT 1.4 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EJ0626'FROM FAITH, JEFFERSON COUNTY, ABOUT 29-1/4 POLES SOUTHWEST OF MILEPOST
 EJ0626'279, AT A CONCRETE PIPE CULVERT, AND IN THE TOP OF THE WEST END. A
 EJ0626'STANDARD MONEL-METAL RIVET.
 EJ0626
 EJ0626                          STATION RECOVERY (1962)
 EJ0626
 EJ0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1363 ***********************************************************************
 FF1363  DESIGNATION -  RV 18
 FF1363  PID         -  FF1363
 FF1363  STATE/COUNTY-  AR/WHITE
 FF1363  USGS QUAD   -  BALD KNOB (1994)
 FF1363
 FF1363                         *CURRENT SURVEY CONTROL
 FF1363  ___________________________________________________________________
 FF1363* NAD 83(1986)-  35 21 53.     (N)    091 30 19.     (W)     SCALED    
 FF1363* NAVD 88     -        71.728  (meters)     235.33   (feet)  ADJUSTED  
 FF1363  ___________________________________________________________________
 FF1363  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1363  DYNAMIC HT  -          71.665 (meters)     235.12  (feet)  COMP
 FF1363  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 FF1363
 FF1363  VERT ORDER  -  FIRST     CLASS II
 FF1363
 FF1363.The horizontal coordinates were scaled from a topographic map and have
 FF1363.an estimated accuracy of +/- 6 seconds.
 FF1363
 FF1363.The orthometric height was determined by differential leveling
 FF1363.and adjusted by the National Geodetic Survey in June 1991..
 FF1363
 FF1363.The geoid height was determined by GEOID03.
 FF1363
 FF1363.The dynamic height is computed by dividing the NAVD 88
 FF1363.geopotential number by the normal gravity value computed on the
 FF1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1363.degrees latitude (g = 980.6199 gals.).
 FF1363
 FF1363.The modeled gravity was interpolated from observed gravity values.
 FF1363
 FF1363;                    North         East    Units  Estimated Accuracy
 FF1363;SPC AR N     -   114,540.      444,960.      MT  (+/- 180 meters Scaled)
 FF1363
 FF1363                          SUPERSEDED SURVEY CONTROL
 FF1363
 FF1363  NGVD 29 (??/??/??)   71.679  (m)          235.17   (f) ADJUSTED    1 2
 FF1363
 FF1363.Superseded values are not recommended for survey control.
 FF1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1363.See file dsdata.txt to determine how the superseded data were derived.
 FF1363
 FF1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV357145(NAD 83)
 FF1363_MARKER: R = RIVET
 FF1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1363_SP_SET: FOUNDATION
 FF1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1363
 FF1363  HISTORY     - Date     Condition        Report By
 FF1363  HISTORY     - UNK      MONUMENTED       MPRR
 FF1363  HISTORY     - 1931     GOOD             CGS
 FF1363  HISTORY     - 1934     GOOD             CGS
 FF1363
 FF1363                          STATION DESCRIPTION
 FF1363
 FF1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1363'AT RUSSELL.
 FF1363'AT THE NORTHEAST EDGE OF RUSSELL, WHITE COUNTY, ON THE MAIN LINE
 FF1363'OF THE MISSOURI PACIFIC RAILROAD, OPPOSITE POLE 283+03, AND IN
 FF1363'THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2830.
 FF1363'A STANDARD MONEL-METAL RIVET.
 FF1363
 FF1363                          STATION RECOVERY (1934)
 FF1363
 FF1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0016 ***********************************************************************
 FH0016  DESIGNATION -  RV 18
 FH0016  PID         -  FH0016
 FH0016  STATE/COUNTY-  AR/WASHINGTON
 FH0016  USGS QUAD   -  WINSLOW (1983)
 FH0016
 FH0016                         *CURRENT SURVEY CONTROL
 FH0016  ___________________________________________________________________
 FH0016* NAD 83(1986)-  35 48 02.     (N)    094 08 06.     (W)     SCALED    
 FH0016* NAVD 88     -       528.462  (meters)    1733.80   (feet)  ADJUSTED  
 FH0016  ___________________________________________________________________
 FH0016  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FH0016  DYNAMIC HT  -         527.957 (meters)    1732.14  (feet)  COMP
 FH0016  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 FH0016
 FH0016  VERT ORDER  -  FIRST     CLASS II
 FH0016
 FH0016.The horizontal coordinates were scaled from a topographic map and have
 FH0016.an estimated accuracy of +/- 6 seconds.
 FH0016
 FH0016.The orthometric height was determined by differential leveling
 FH0016.and adjusted by the National Geodetic Survey in June 1991..
 FH0016
 FH0016.The geoid height was determined by GEOID03.
 FH0016
 FH0016.The dynamic height is computed by dividing the NAVD 88
 FH0016.geopotential number by the normal gravity value computed on the
 FH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0016.degrees latitude (g = 980.6199 gals.).
 FH0016
 FH0016.The modeled gravity was interpolated from observed gravity values.
 FH0016
 FH0016;                    North         East    Units  Estimated Accuracy
 FH0016;SPC AR N     -   164,870.      207,040.      MT  (+/- 180 meters Scaled)
 FH0016
 FH0016                          SUPERSEDED SURVEY CONTROL
 FH0016
 FH0016  NGVD 29 (??/??/92)  528.298  (m)         1733.26   (f) ADJ UNCH    1 2
 FH0016
 FH0016.Superseded values are not recommended for survey control.
 FH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0016.See file dsdata.txt to determine how the superseded data were derived.
 FH0016
 FH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV974624(NAD 83)
 FH0016_MARKER: DB = BENCH MARK DISK
 FH0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0016_SP_SET: CULVERT
 FH0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0016
 FH0016  HISTORY     - Date     Condition        Report By
 FH0016  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0016  HISTORY     - 1960     MARK NOT FOUND   NGS
 FH0016  HISTORY     - 1965     POOR             NGS
 FH0016
 FH0016                          STATION DESCRIPTION
 FH0016
 FH0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0016'AT WINSLOW.
 FH0016'AT WINSLOW, WASHINGTON COUNTY, 255 FEET SOUTH OF THE SIGNAL TOWER
 FH0016'AT THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, DIRECTLY OPPOSITE
 FH0016'POLE 374+32, 10 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK,
 FH0016'AND IN THE TOP OF THE EAST CONCRETE HEADWALL OF A CULVERT.  A
 FH0016'STANDARD MONEL-METAL RIVET.  NOTE-- THE RIVET IS MASHED DOWN AND
 FH0016'UNDER A LOT OF ROCK.
 FH0016
 FH0016                          STATION RECOVERY (1965)
 FH0016
 FH0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FH0016'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0628 ***********************************************************************
 EJ0628  DESIGNATION -  RV 180
 EJ0628  PID         -  EJ0628
 EJ0628  STATE/COUNTY-  AR/CLEVELAND
 EJ0628  USGS QUAD   -  KEDRON (1984)
 EJ0628
 EJ0628                         *CURRENT SURVEY CONTROL
 EJ0628  ___________________________________________________________________
 EJ0628* NAD 83(1986)-  34 01 45.     (N)    092 09 14.     (W)     SCALED    
 EJ0628* NAVD 88     -        60.941  (meters)     199.94   (feet)  ADJUSTED  
 EJ0628  ___________________________________________________________________
 EJ0628  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 EJ0628  DYNAMIC HT  -          60.881 (meters)     199.74  (feet)  COMP
 EJ0628  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 EJ0628
 EJ0628  VERT ORDER  -  SECOND    CLASS 0
 EJ0628
 EJ0628.The horizontal coordinates were scaled from a topographic map and have
 EJ0628.an estimated accuracy of +/- 6 seconds.
 EJ0628
 EJ0628.The orthometric height was determined by differential leveling
 EJ0628.and adjusted by the National Geodetic Survey in June 1991..
 EJ0628
 EJ0628.The geoid height was determined by GEOID03.
 EJ0628
 EJ0628.The dynamic height is computed by dividing the NAVD 88
 EJ0628.geopotential number by the normal gravity value computed on the
 EJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0628.degrees latitude (g = 980.6199 gals.).
 EJ0628
 EJ0628.The modeled gravity was interpolated from observed gravity values.
 EJ0628
 EJ0628;                    North         East    Units  Estimated Accuracy
 EJ0628;SPC AR S     -   551,130.      385,790.      MT  (+/- 180 meters Scaled)
 EJ0628
 EJ0628                          SUPERSEDED SURVEY CONTROL
 EJ0628
 EJ0628  NGVD 29 (??/??/92)   61.014  (m)          200.18   (f) ADJ UNCH    2 0
 EJ0628
 EJ0628.Superseded values are not recommended for survey control.
 EJ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0628.See file dsdata.txt to determine how the superseded data were derived.
 EJ0628
 EJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT781657(NAD 83)
 EJ0628_MARKER: R = RIVET
 EJ0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0628_SP_SET: CULVERT
 EJ0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0628
 EJ0628  HISTORY     - Date     Condition        Report By
 EJ0628  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0628  HISTORY     - 1932     GOOD             NGS
 EJ0628  HISTORY     - 1934     GOOD             NGS
 EJ0628
 EJ0628                          STATION DESCRIPTION
 EJ0628
 EJ0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0628'5.5 MI NE FROM RISON.
 EJ0628'ABOUT 5-1/2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EJ0628'FROM THE STATION AT RISON, CLEVELAND COUNTY, ABOUT 8-1/2 POLES
 EJ0628'SOUTHWEST OF MILEPOST 284, AT A CONCRETE PIPE CULVERT, AND IN THE
 EJ0628'CENTER OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 EJ0628
 EJ0628                          STATION RECOVERY (1934)
 EJ0628
 EJ0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0629 ***********************************************************************
 EJ0629  DESIGNATION -  RV 181
 EJ0629  PID         -  EJ0629
 EJ0629  STATE/COUNTY-  AR/CLEVELAND
 EJ0629  USGS QUAD   -  KEDRON (1984)
 EJ0629
 EJ0629                         *CURRENT SURVEY CONTROL
 EJ0629  ___________________________________________________________________
 EJ0629* NAD 83(1986)-  34 00 50.     (N)    092 09 50.     (W)     SCALED    
 EJ0629* NAVD 88     -        65.291  (meters)     214.21   (feet)  ADJUSTED  
 EJ0629  ___________________________________________________________________
 EJ0629  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 EJ0629  DYNAMIC HT  -          65.226 (meters)     214.00  (feet)  COMP
 EJ0629  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 EJ0629
 EJ0629  VERT ORDER  -  SECOND    CLASS 0
 EJ0629
 EJ0629.The horizontal coordinates were scaled from a topographic map and have
 EJ0629.an estimated accuracy of +/- 6 seconds.
 EJ0629
 EJ0629.The orthometric height was determined by differential leveling
 EJ0629.and adjusted by the National Geodetic Survey in June 1991..
 EJ0629
 EJ0629.The geoid height was determined by GEOID03.
 EJ0629
 EJ0629.The dynamic height is computed by dividing the NAVD 88
 EJ0629.geopotential number by the normal gravity value computed on the
 EJ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0629.degrees latitude (g = 980.6199 gals.).
 EJ0629
 EJ0629.The modeled gravity was interpolated from observed gravity values.
 EJ0629
 EJ0629;                    North         East    Units  Estimated Accuracy
 EJ0629;SPC AR S     -   549,440.      384,860.      MT  (+/- 180 meters Scaled)
 EJ0629
 EJ0629                          SUPERSEDED SURVEY CONTROL
 EJ0629
 EJ0629  NGVD 29 (??/??/92)   65.362  (m)          214.44   (f) ADJ UNCH    2 0
 EJ0629
 EJ0629.Superseded values are not recommended for survey control.
 EJ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0629.See file dsdata.txt to determine how the superseded data were derived.
 EJ0629
 EJ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT772640(NAD 83)
 EJ0629_MARKER: R = RIVET
 EJ0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0629_SP_SET: FOUNDATION
 EJ0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0629
 EJ0629  HISTORY     - Date     Condition        Report By
 EJ0629  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0629  HISTORY     - 1932     GOOD             NGS
 EJ0629  HISTORY     - 1934     GOOD             NGS
 EJ0629
 EJ0629                          STATION DESCRIPTION
 EJ0629
 EJ0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0629'4.25 MI NE FROM RISON.
 EJ0629'ABOUT 4-1/4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EJ0629'FROM THE STATION AT RISON, CLEVELAND COUNTY, ABOUT 17-1/4 POLES
 EJ0629'SOUTHWEST OF MILEPOST 285, ABOUT 145 FEET NORTHWEST OF THE TRACK, AT
 EJ0629'AN OLD CONCRETE FOUNDATION, AND IN THE CENTER OF THE HIGH PART.  A
 EJ0629'STANDARD MONEL-METAL RIVET.
 EJ0629
 EJ0629                          STATION RECOVERY (1934)
 EJ0629
 EJ0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0002 ***********************************************************************
 DL0002  DESIGNATION -  RV 182
 DL0002  PID         -  DL0002
 DL0002  STATE/COUNTY-  AR/CLEVELAND
 DL0002  USGS QUAD   -  RISON (1982)
 DL0002
 DL0002                         *CURRENT SURVEY CONTROL
 DL0002  ___________________________________________________________________
 DL0002* NAD 83(1986)-  33 58 05.     (N)    092 10 57.     (W)     SCALED    
 DL0002* NAVD 88     -        73.120  (meters)     239.89   (feet)  ADJUSTED  
 DL0002  ___________________________________________________________________
 DL0002  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DL0002  DYNAMIC HT  -          73.048 (meters)     239.66  (feet)  COMP
 DL0002  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 DL0002
 DL0002  VERT ORDER  -  SECOND    CLASS 0
 DL0002
 DL0002.The horizontal coordinates were scaled from a topographic map and have
 DL0002.an estimated accuracy of +/- 6 seconds.
 DL0002
 DL0002.The orthometric height was determined by differential leveling
 DL0002.and adjusted by the National Geodetic Survey in June 1991..
 DL0002
 DL0002.The geoid height was determined by GEOID03.
 DL0002
 DL0002.The dynamic height is computed by dividing the NAVD 88
 DL0002.geopotential number by the normal gravity value computed on the
 DL0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0002.degrees latitude (g = 980.6199 gals.).
 DL0002
 DL0002.The modeled gravity was interpolated from observed gravity values.
 DL0002
 DL0002;                    North         East    Units  Estimated Accuracy
 DL0002;SPC AR S     -   544,360.      383,140.      MT  (+/- 180 meters Scaled)
 DL0002
 DL0002                          SUPERSEDED SURVEY CONTROL
 DL0002
 DL0002  NGVD 29 (??/??/92)   73.186  (m)          240.11   (f) ADJ UNCH    2 0
 DL0002
 DL0002.Superseded values are not recommended for survey control.
 DL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0002.See file dsdata.txt to determine how the superseded data were derived.
 DL0002
 DL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT755589(NAD 83)
 DL0002_MARKER: R = RIVET
 DL0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0002_SP_SET: FOUNDATION
 DL0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0002
 DL0002  HISTORY     - Date     Condition        Report By
 DL0002  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0002  HISTORY     - 1932     GOOD             NGS
 DL0002
 DL0002                          STATION DESCRIPTION
 DL0002
 DL0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0002'0.75 MI NE FROM RISON.
 DL0002'ABOUT 3/4 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0002'THE STATION AT RISON, CLEVELAND COUNTY, ABOUT 1 POLE SOUTHWEST OF
 DL0002'MILEPOST 289, ABOUT 118 FEET NORTHWEST OF THE TRACK, AND IN AN OLD 18-
 DL0002'BY 24-INCH CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0003 ***********************************************************************
 DL0003  DESIGNATION -  RV 183
 DL0003  PID         -  DL0003
 DL0003  STATE/COUNTY-  AR/CLEVELAND
 DL0003  USGS QUAD   -  RISON (1982)
 DL0003
 DL0003                         *CURRENT SURVEY CONTROL
 DL0003  ___________________________________________________________________
 DL0003* NAD 83(1986)-  33 57 41.     (N)    092 11 28.     (W)     SCALED    
 DL0003* NAVD 88     -        71.805  (meters)     235.58   (feet)  ADJUSTED  
 DL0003  ___________________________________________________________________
 DL0003  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DL0003  DYNAMIC HT  -          71.734 (meters)     235.35  (feet)  COMP
 DL0003  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 DL0003
 DL0003  VERT ORDER  -  SECOND    CLASS 0
 DL0003
 DL0003.The horizontal coordinates were scaled from a topographic map and have
 DL0003.an estimated accuracy of +/- 6 seconds.
 DL0003
 DL0003.The orthometric height was determined by differential leveling
 DL0003.and adjusted by the National Geodetic Survey in June 1991..
 DL0003
 DL0003.The geoid height was determined by GEOID03.
 DL0003
 DL0003.The dynamic height is computed by dividing the NAVD 88
 DL0003.geopotential number by the normal gravity value computed on the
 DL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0003.degrees latitude (g = 980.6199 gals.).
 DL0003
 DL0003.The modeled gravity was interpolated from observed gravity values.
 DL0003
 DL0003;                    North         East    Units  Estimated Accuracy
 DL0003;SPC AR S     -   543,620.      382,340.      MT  (+/- 180 meters Scaled)
 DL0003
 DL0003                          SUPERSEDED SURVEY CONTROL
 DL0003
 DL0003  NGVD 29 (??/??/92)   71.871  (m)          235.80   (f) ADJ UNCH    2 0
 DL0003
 DL0003.Superseded values are not recommended for survey control.
 DL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0003.See file dsdata.txt to determine how the superseded data were derived.
 DL0003
 DL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT747581(NAD 83)
 DL0003_MARKER: R = RIVET
 DL0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0003_SP_SET: FOUNDATION
 DL0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0003
 DL0003  HISTORY     - Date     Condition        Report By
 DL0003  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0003  HISTORY     - 1932     GOOD             NGS
 DL0003  HISTORY     - 1937     GOOD             ARGS
 DL0003  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 DL0003
 DL0003                          STATION DESCRIPTION
 DL0003
 DL0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0003'IN RISON.
 DL0003'AT RISON, CLEVELAND COUNTY, IN FRONT OF THE ST. LOUIS SOUTHWESTERN
 DL0003'RAILWAY STATION, AND IN THE CONCRETE FOUNDATION OF THE TRAIN-ORDER
 DL0003'SIGNAL.  A STANDARD MONEL-METAL RIVET.
 DL0003
 DL0003                          STATION RECOVERY (1937)
 DL0003
 DL0003'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1937
 DL0003'RECOVERED IN GOOD CONDITION.
 DL0003
 DL0003                          STATION RECOVERY (2006)
 DL0003
 DL0003'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DL0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0005 ***********************************************************************
 DL0005  DESIGNATION -  RV 184
 DL0005  PID         -  DL0005
 DL0005  STATE/COUNTY-  AR/CLEVELAND
 DL0005  USGS QUAD   -  RISON (1982)
 DL0005
 DL0005                         *CURRENT SURVEY CONTROL
 DL0005  ___________________________________________________________________
 DL0005* NAD 83(1986)-  33 57 03.     (N)    092 11 53.     (W)     SCALED    
 DL0005* NAVD 88     -        68.407  (meters)     224.43   (feet)  ADJUSTED  
 DL0005  ___________________________________________________________________
 DL0005  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DL0005  DYNAMIC HT  -          68.340 (meters)     224.21  (feet)  COMP
 DL0005  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 DL0005
 DL0005  VERT ORDER  -  SECOND    CLASS 0
 DL0005
 DL0005.The horizontal coordinates were scaled from a topographic map and have
 DL0005.an estimated accuracy of +/- 6 seconds.
 DL0005
 DL0005.The orthometric height was determined by differential leveling
 DL0005.and adjusted by the National Geodetic Survey in June 1991..
 DL0005
 DL0005.The geoid height was determined by GEOID03.
 DL0005
 DL0005.The dynamic height is computed by dividing the NAVD 88
 DL0005.geopotential number by the normal gravity value computed on the
 DL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0005.degrees latitude (g = 980.6199 gals.).
 DL0005
 DL0005.The modeled gravity was interpolated from observed gravity values.
 DL0005
 DL0005;                    North         East    Units  Estimated Accuracy
 DL0005;SPC AR S     -   542,450.      381,690.      MT  (+/- 180 meters Scaled)
 DL0005
 DL0005                          SUPERSEDED SURVEY CONTROL
 DL0005
 DL0005  NGVD 29 (??/??/92)   68.472  (m)          224.65   (f) ADJ UNCH    2 0
 DL0005
 DL0005.Superseded values are not recommended for survey control.
 DL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0005.See file dsdata.txt to determine how the superseded data were derived.
 DL0005
 DL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT741569(NAD 83)
 DL0005_MARKER: R = RIVET
 DL0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0005_SP_SET: CULVERT
 DL0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0005
 DL0005  HISTORY     - Date     Condition        Report By
 DL0005  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0005  HISTORY     - 1932     GOOD             NGS
 DL0005
 DL0005                          STATION DESCRIPTION
 DL0005
 DL0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0005'0.8 MI SW FROM RISON.
 DL0005'ABOUT 0.8 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0005'THE STATION AT RISON, CLEVELAND COUNTY, ABOUT 18-1/4 POLES SOUTHWEST
 DL0005'OF MILEPOST 290, AT A CONCRETE CULVERT, AND IN THE WEST HEAD WALL. A
 DL0005'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0006 ***********************************************************************
 DL0006  DESIGNATION -  RV 185
 DL0006  PID         -  DL0006
 DL0006  STATE/COUNTY-  AR/CLEVELAND
 DL0006  USGS QUAD   -  RISON (1982)
 DL0006
 DL0006                         *CURRENT SURVEY CONTROL
 DL0006  ___________________________________________________________________
 DL0006* NAD 83(1986)-  33 56 10.     (N)    092 12 33.     (W)     SCALED    
 DL0006* NAVD 88     -        56.054  (meters)     183.90   (feet)  ADJUSTED  
 DL0006  ___________________________________________________________________
 DL0006  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DL0006  DYNAMIC HT  -          55.999 (meters)     183.72  (feet)  COMP
 DL0006  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 DL0006
 DL0006  VERT ORDER  -  SECOND    CLASS 0
 DL0006
 DL0006.The horizontal coordinates were scaled from a topographic map and have
 DL0006.an estimated accuracy of +/- 6 seconds.
 DL0006
 DL0006.The orthometric height was determined by differential leveling
 DL0006.and adjusted by the National Geodetic Survey in June 1991..
 DL0006
 DL0006.The geoid height was determined by GEOID03.
 DL0006
 DL0006.The dynamic height is computed by dividing the NAVD 88
 DL0006.geopotential number by the normal gravity value computed on the
 DL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0006.degrees latitude (g = 980.6199 gals.).
 DL0006
 DL0006.The modeled gravity was interpolated from observed gravity values.
 DL0006
 DL0006;                    North         East    Units  Estimated Accuracy
 DL0006;SPC AR S     -   540,820.      380,660.      MT  (+/- 180 meters Scaled)
 DL0006
 DL0006                          SUPERSEDED SURVEY CONTROL
 DL0006
 DL0006  NGVD 29 (??/??/92)   56.121  (m)          184.12   (f) ADJ UNCH    2 0
 DL0006
 DL0006.Superseded values are not recommended for survey control.
 DL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0006.See file dsdata.txt to determine how the superseded data were derived.
 DL0006
 DL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT730553(NAD 83)
 DL0006_MARKER: R = RIVET
 DL0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0006_SP_SET: CULVERT
 DL0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0006+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 DL0006
 DL0006  HISTORY     - Date     Condition        Report By
 DL0006  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0006  HISTORY     - 1932     GOOD             NGS
 DL0006  HISTORY     - 20060106 GOOD             ARHD
 DL0006
 DL0006                          STATION DESCRIPTION
 DL0006
 DL0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0006'2 MI SW FROM RISON.
 DL0006'ABOUT 2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0006'THE STATION AT RISON, CLEVELAND COUNTY, ABOUT 22-1/2 POLES SOUTHWEST
 DL0006'OF MILEPOST 291, AT A CONCRETE PIPE CULVERT, AND IN THE TOP OF THE
 DL0006'EAST END.  A STANDARD MONEL-METAL RIVET.
 DL0006
 DL0006                          STATION RECOVERY (2006)
 DL0006
 DL0006'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DL0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0007 ***********************************************************************
 DL0007  DESIGNATION -  RV 186
 DL0007  PID         -  DL0007
 DL0007  STATE/COUNTY-  AR/CLEVELAND
 DL0007  USGS QUAD   -  RISON (1982)
 DL0007
 DL0007                         *CURRENT SURVEY CONTROL
 DL0007  ___________________________________________________________________
 DL0007* NAD 83(1986)-  33 54 55.     (N)    092 12 38.     (W)     SCALED    
 DL0007* NAVD 88     -        49.761  (meters)     163.26   (feet)  ADJUSTED  
 DL0007  ___________________________________________________________________
 DL0007  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DL0007  DYNAMIC HT  -          49.712 (meters)     163.10  (feet)  COMP
 DL0007  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 DL0007
 DL0007  VERT ORDER  -  SECOND    CLASS 0
 DL0007
 DL0007.The horizontal coordinates were scaled from a topographic map and have
 DL0007.an estimated accuracy of +/- 6 seconds.
 DL0007
 DL0007.The orthometric height was determined by differential leveling
 DL0007.and adjusted by the National Geodetic Survey in June 1991..
 DL0007
 DL0007.The geoid height was determined by GEOID03.
 DL0007
 DL0007.The dynamic height is computed by dividing the NAVD 88
 DL0007.geopotential number by the normal gravity value computed on the
 DL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0007.degrees latitude (g = 980.6199 gals.).
 DL0007
 DL0007.The modeled gravity was interpolated from observed gravity values.
 DL0007
 DL0007;                    North         East    Units  Estimated Accuracy
 DL0007;SPC AR S     -   538,510.      380,530.      MT  (+/- 180 meters Scaled)
 DL0007
 DL0007                          SUPERSEDED SURVEY CONTROL
 DL0007
 DL0007  NGVD 29 (??/??/92)   49.828  (m)          163.48   (f) ADJ UNCH    2 0
 DL0007
 DL0007.Superseded values are not recommended for survey control.
 DL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0007.See file dsdata.txt to determine how the superseded data were derived.
 DL0007
 DL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT729530(NAD 83)
 DL0007_MARKER: R = RIVET
 DL0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0007_SP_SET: CULVERT
 DL0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0007
 DL0007  HISTORY     - Date     Condition        Report By
 DL0007  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0007  HISTORY     - 1932     GOOD             NGS
 DL0007
 DL0007                          STATION DESCRIPTION
 DL0007
 DL0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0007'3.5 MI SW FROM RISON.
 DL0007'ABOUT 3-1/2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0007'FROM THE STATION AT RISON, CLEVELAND COUNTY, ABOUT 7 POLES SOUTHWEST
 DL0007'OF MILESPOST 293, AT A CONCRETE PIPE CULVERT, AND IN THE TOP OF THE
 DL0007'WEST END.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0009 ***********************************************************************
 DL0009  DESIGNATION -  RV 187
 DL0009  PID         -  DL0009
 DL0009  STATE/COUNTY-  AR/CLEVELAND
 DL0009  USGS QUAD   -  RISON (1982)
 DL0009
 DL0009                         *CURRENT SURVEY CONTROL
 DL0009  ___________________________________________________________________
 DL0009* NAD 83(1986)-  33 53 38.     (N)    092 13 46.     (W)     SCALED    
 DL0009* NAVD 88     -        46.352  (meters)     152.07   (feet)  ADJUSTED  
 DL0009  ___________________________________________________________________
 DL0009  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DL0009  DYNAMIC HT  -          46.306 (meters)     151.92  (feet)  COMP
 DL0009  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 DL0009
 DL0009  VERT ORDER  -  SECOND    CLASS 0
 DL0009
 DL0009.The horizontal coordinates were scaled from a topographic map and have
 DL0009.an estimated accuracy of +/- 6 seconds.
 DL0009
 DL0009.The orthometric height was determined by differential leveling
 DL0009.and adjusted by the National Geodetic Survey in June 1991..
 DL0009
 DL0009.The geoid height was determined by GEOID03.
 DL0009
 DL0009.The dynamic height is computed by dividing the NAVD 88
 DL0009.geopotential number by the normal gravity value computed on the
 DL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0009.degrees latitude (g = 980.6199 gals.).
 DL0009
 DL0009.The modeled gravity was interpolated from observed gravity values.
 DL0009
 DL0009;                    North         East    Units  Estimated Accuracy
 DL0009;SPC AR S     -   536,140.      378,780.      MT  (+/- 180 meters Scaled)
 DL0009
 DL0009                          SUPERSEDED SURVEY CONTROL
 DL0009
 DL0009  NGVD 29 (??/??/92)   46.418  (m)          152.29   (f) ADJ UNCH    2 0
 DL0009
 DL0009.Superseded values are not recommended for survey control.
 DL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0009.See file dsdata.txt to determine how the superseded data were derived.
 DL0009
 DL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT712506(NAD 83)
 DL0009_MARKER: R = RIVET
 DL0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0009_SP_SET: BRIDGE
 DL0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0009
 DL0009  HISTORY     - Date     Condition        Report By
 DL0009  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0009  HISTORY     - 1932     GOOD             NGS
 DL0009
 DL0009                          STATION DESCRIPTION
 DL0009
 DL0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0009'4.7 MI NE FROM KINGSLAND.
 DL0009'ABOUT 4.7 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0009'FROM THE STATION AT KINGSLAND, CLEVELAND COUNTY, ABOUT 3 POLES
 DL0009'SOUTHWEST OF MILEPOST 295, AT THE SALINE RIVER BRIDGE, AND IN THE WEST
 DL0009'END OF THE CONCRETE CAP BETWEEN THE SOUTH CYLINDER PIERS.  A STANDARD
 DL0009'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0010 ***********************************************************************
 DL0010  DESIGNATION -  RV 188
 DL0010  PID         -  DL0010
 DL0010  STATE/COUNTY-  AR/CLEVELAND
 DL0010  USGS QUAD   -  RISON (1982)
 DL0010
 DL0010                         *CURRENT SURVEY CONTROL
 DL0010  ___________________________________________________________________
 DL0010* NAD 83(1986)-  33 53 01.     (N)    092 14 54.     (W)     SCALED    
 DL0010* NAVD 88     -        46.399  (meters)     152.23   (feet)  ADJUSTED  
 DL0010  ___________________________________________________________________
 DL0010  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DL0010  DYNAMIC HT  -          46.353 (meters)     152.08  (feet)  COMP
 DL0010  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 DL0010
 DL0010  VERT ORDER  -  SECOND    CLASS 0
 DL0010
 DL0010.The horizontal coordinates were scaled from a topographic map and have
 DL0010.an estimated accuracy of +/- 6 seconds.
 DL0010
 DL0010.The orthometric height was determined by differential leveling
 DL0010.and adjusted by the National Geodetic Survey in June 1991..
 DL0010
 DL0010.The geoid height was determined by GEOID03.
 DL0010
 DL0010.The dynamic height is computed by dividing the NAVD 88
 DL0010.geopotential number by the normal gravity value computed on the
 DL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0010.degrees latitude (g = 980.6199 gals.).
 DL0010
 DL0010.The modeled gravity was interpolated from observed gravity values.
 DL0010
 DL0010;                    North         East    Units  Estimated Accuracy
 DL0010;SPC AR S     -   535,000.      377,030.      MT  (+/- 180 meters Scaled)
 DL0010
 DL0010                          SUPERSEDED SURVEY CONTROL
 DL0010
 DL0010  NGVD 29 (??/??/92)   46.464  (m)          152.44   (f) ADJ UNCH    2 0
 DL0010
 DL0010.Superseded values are not recommended for survey control.
 DL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0010.See file dsdata.txt to determine how the superseded data were derived.
 DL0010
 DL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT695495(NAD 83)
 DL0010_MARKER: R = RIVET
 DL0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0010_SP_SET: CULVERT
 DL0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0010
 DL0010  HISTORY     - Date     Condition        Report By
 DL0010  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0010  HISTORY     - 1932     GOOD             NGS
 DL0010
 DL0010                          STATION DESCRIPTION
 DL0010
 DL0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0010'3.4 MI NE FROM KINGSLAND.
 DL0010'ABOUT 3.4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0010'FROM THE STATION AT KINGSLAND, CLEVELAND COUNTY, ABOUT 12 POLES
 DL0010'SOUTHWEST OF MILEPOST 296, AT A CONCRETE CULVERT UNDER STATE HIGHWAY
 DL0010'3, AND IN THE EAST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0012 ***********************************************************************
 DL0012  DESIGNATION -  RV 189
 DL0012  PID         -  DL0012
 DL0012  STATE/COUNTY-  AR/CLEVELAND
 DL0012  USGS QUAD   -  FORDYCE NE (1985)
 DL0012
 DL0012                         *CURRENT SURVEY CONTROL
 DL0012  ___________________________________________________________________
 DL0012* NAD 83(1986)-  33 52 43.     (N)    092 15 25.     (W)     SCALED    
 DL0012* NAVD 88     -        49.014  (meters)     160.81   (feet)  ADJUSTED  
 DL0012  ___________________________________________________________________
 DL0012  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DL0012  DYNAMIC HT  -          48.965 (meters)     160.65  (feet)  COMP
 DL0012  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 DL0012
 DL0012  VERT ORDER  -  SECOND    CLASS 0
 DL0012
 DL0012.The horizontal coordinates were scaled from a topographic map and have
 DL0012.an estimated accuracy of +/- 6 seconds.
 DL0012
 DL0012.The orthometric height was determined by differential leveling
 DL0012.and adjusted by the National Geodetic Survey in June 1991..
 DL0012
 DL0012.The geoid height was determined by GEOID03.
 DL0012
 DL0012.The dynamic height is computed by dividing the NAVD 88
 DL0012.geopotential number by the normal gravity value computed on the
 DL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0012.degrees latitude (g = 980.6199 gals.).
 DL0012
 DL0012.The modeled gravity was interpolated from observed gravity values.
 DL0012
 DL0012;                    North         East    Units  Estimated Accuracy
 DL0012;SPC AR S     -   534,450.      376,230.      MT  (+/- 180 meters Scaled)
 DL0012
 DL0012                          SUPERSEDED SURVEY CONTROL
 DL0012
 DL0012  NGVD 29 (??/??/92)   49.078  (m)          161.02   (f) ADJ UNCH    2 0
 DL0012
 DL0012.Superseded values are not recommended for survey control.
 DL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0012.See file dsdata.txt to determine how the superseded data were derived.
 DL0012
 DL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT687489(NAD 83)
 DL0012_MARKER: R = RIVET
 DL0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0012_SP_SET: CULVERT
 DL0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0012
 DL0012  HISTORY     - Date     Condition        Report By
 DL0012  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0012  HISTORY     - 1932     GOOD             NGS
 DL0012
 DL0012                          STATION DESCRIPTION
 DL0012
 DL0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0012'2.8 MI NE FROM KINGSLAND.
 DL0012'ABOUT 2.8 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0012'FROM THE STATION AT KINGSLAND, CLEVELAND COUNTY, NORTHWEST OF MILEPOST
 DL0012'297, AT A CONCRETE PIPE CULVERT UNDER STATE HIGHWAY 3, AND IN THE
 DL0012'CENTER OF THE EAST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1199 ***********************************************************************
 FF1199  DESIGNATION -  RV 19
 FF1199  PID         -  FF1199
 FF1199  STATE/COUNTY-  AR/WHITE
 FF1199  USGS QUAD   -  AUGUSTA SW (1981)
 FF1199
 FF1199                         *CURRENT SURVEY CONTROL
 FF1199  ___________________________________________________________________
 FF1199* NAD 83(1986)-  35 22 15.     (N)    091 29 57.     (W)     SCALED    
 FF1199* NAVD 88     -        69.11   (+/-2cm)     226.7    (feet)  VERTCON   
 FF1199  ___________________________________________________________________
 FF1199  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1199
 FF1199  VERT ORDER  -  ? (See Below)
 FF1199
 FF1199.The horizontal coordinates were scaled from a topographic map and have
 FF1199.an estimated accuracy of +/- 6 seconds.
 FF1199
 FF1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1199.The vertical order pertains to the NGVD 29 superseded value.
 FF1199
 FF1199.The geoid height was determined by GEOID03.
 FF1199
 FF1199;                    North         East    Units  Estimated Accuracy
 FF1199;SPC AR N     -   115,220.      445,510.      MT  (+/- 180 meters Scaled)
 FF1199
 FF1199                          SUPERSEDED SURVEY CONTROL
 FF1199
 FF1199  NGVD 29 (??/??/??)   69.061  (m)          226.58   (f) ADJUSTED    ?  
 FF1199
 FF1199.Superseded values are not recommended for survey control.
 FF1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1199.See file dsdata.txt to determine how the superseded data were derived.
 FF1199
 FF1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV363152(NAD 83)
 FF1199_MARKER: R = RIVET
 FF1199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1199_SP_SET: BRIDGE ABUTMENT
 FF1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1199
 FF1199  HISTORY     - Date     Condition        Report By
 FF1199  HISTORY     - UNK      MONUMENTED       MPRR
 FF1199  HISTORY     - 1931     GOOD             CGS
 FF1199  HISTORY     - 1934     GOOD             CGS
 FF1199
 FF1199                          STATION DESCRIPTION
 FF1199
 FF1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1199'0.8 MI NE FROM RUSSELL.
 FF1199'ABOUT 3/4 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1199'RUSSELL, WHITE COUNTY, OPPOSITE POLE 282+25, IN THE CENTER LINE OF
 FF1199'THE NORTH CONCRETE ABUTMENT OF A BRIDGE, AND IN THE EAST PROJECTION
 FF1199'ALONG UNITED STATES HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
 FF1199
 FF1199                          STATION RECOVERY (1934)
 FF1199
 FF1199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0019 ***********************************************************************
 FH0019  DESIGNATION -  RV 19
 FH0019  PID         -  FH0019
 FH0019  STATE/COUNTY-  AR/WASHINGTON
 FH0019  USGS QUAD   -  WINSLOW (1983)
 FH0019
 FH0019                         *CURRENT SURVEY CONTROL
 FH0019  ___________________________________________________________________
 FH0019* NAD 83(1986)-  35 47 32.     (N)    094 07 57.     (W)     SCALED    
 FH0019* NAVD 88     -       521.796  (meters)    1711.93   (feet)  ADJUSTED  
 FH0019  ___________________________________________________________________
 FH0019  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FH0019  DYNAMIC HT  -         521.296 (meters)    1710.29  (feet)  COMP
 FH0019  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 FH0019
 FH0019  VERT ORDER  -  FIRST     CLASS II
 FH0019
 FH0019.The horizontal coordinates were scaled from a topographic map and have
 FH0019.an estimated accuracy of +/- 6 seconds.
 FH0019
 FH0019.The orthometric height was determined by differential leveling
 FH0019.and adjusted by the National Geodetic Survey in June 1991..
 FH0019
 FH0019.The geoid height was determined by GEOID03.
 FH0019
 FH0019.The dynamic height is computed by dividing the NAVD 88
 FH0019.geopotential number by the normal gravity value computed on the
 FH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0019.degrees latitude (g = 980.6199 gals.).
 FH0019
 FH0019.The modeled gravity was interpolated from observed gravity values.
 FH0019
 FH0019;                    North         East    Units  Estimated Accuracy
 FH0019;SPC AR N     -   163,940.      207,250.      MT  (+/- 180 meters Scaled)
 FH0019
 FH0019                          SUPERSEDED SURVEY CONTROL
 FH0019
 FH0019  NGVD 29 (??/??/92)  521.632  (m)         1711.39   (f) ADJ UNCH    1 2
 FH0019
 FH0019.Superseded values are not recommended for survey control.
 FH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0019.See file dsdata.txt to determine how the superseded data were derived.
 FH0019
 FH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV976614(NAD 83)
 FH0019_MARKER: R = RIVET
 FH0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0019_SP_SET: CONCRETE FOUNDATION
 FH0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0019
 FH0019  HISTORY     - Date     Condition        Report By
 FH0019  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0019  HISTORY     - 1960     GOOD             NGS
 FH0019  HISTORY     - 1968     MARK NOT FOUND   USGS
 FH0019
 FH0019                          STATION DESCRIPTION
 FH0019
 FH0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0019'0.5 MI S FROM WINSLOW.
 FH0019'1.2 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM WINSLOW,
 FH0019'WASHINGTON COUNTY, 3-1/2 POLES SOUTH OF THE SOUTH END OF A TUNNEL,
 FH0019'16-1/2 POLES SOUTH OF MILEPOST 375, ON THE EAST SIDE OF THE TRACK,
 FH0019'AND IN THE TOP OF AN OLD CONCRETE SIGNAL FOUNDATION.  A STANDARD
 FH0019'MONEL-METAL RIVET.  NOTE-- TUNNEL IS BEING ENLARGED AND IMPROVED,
 FH0019'AREA HAS BEEN CLEARED.
 FH0019
 FH0019                          STATION RECOVERY (1968)
 FH0019
 FH0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FH0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0013 ***********************************************************************
 DL0013  DESIGNATION -  RV 190
 DL0013  PID         -  DL0013
 DL0013  STATE/COUNTY-  AR/CLEVELAND
 DL0013  USGS QUAD   -  KINGSLAND (1985)
 DL0013
 DL0013                         *CURRENT SURVEY CONTROL
 DL0013  ___________________________________________________________________
 DL0013* NAD 83(1986)-  33 52 25.     (N)    092 15 56.     (W)     SCALED    
 DL0013* NAVD 88     -        50.500  (meters)     165.68   (feet)  ADJUSTED  
 DL0013  ___________________________________________________________________
 DL0013  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DL0013  DYNAMIC HT  -          50.449 (meters)     165.51  (feet)  COMP
 DL0013  MODELED GRAV-     979,631.4   (mgal)                       NAVD 88
 DL0013
 DL0013  VERT ORDER  -  SECOND    CLASS 0
 DL0013
 DL0013.The horizontal coordinates were scaled from a topographic map and have
 DL0013.an estimated accuracy of +/- 6 seconds.
 DL0013
 DL0013.The orthometric height was determined by differential leveling
 DL0013.and adjusted by the National Geodetic Survey in June 1991..
 DL0013
 DL0013.The geoid height was determined by GEOID03.
 DL0013
 DL0013.The dynamic height is computed by dividing the NAVD 88
 DL0013.geopotential number by the normal gravity value computed on the
 DL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0013.degrees latitude (g = 980.6199 gals.).
 DL0013
 DL0013.The modeled gravity was interpolated from observed gravity values.
 DL0013
 DL0013;                    North         East    Units  Estimated Accuracy
 DL0013;SPC AR S     -   533,900.      375,430.      MT  (+/- 180 meters Scaled)
 DL0013
 DL0013                          SUPERSEDED SURVEY CONTROL
 DL0013
 DL0013  NGVD 29 (??/??/92)   50.563  (m)          165.89   (f) ADJ UNCH    2 0
 DL0013
 DL0013.Superseded values are not recommended for survey control.
 DL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0013.See file dsdata.txt to determine how the superseded data were derived.
 DL0013
 DL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT679483(NAD 83)
 DL0013_MARKER: R = RIVET
 DL0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0013_SP_SET: CULVERT
 DL0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0013
 DL0013  HISTORY     - Date     Condition        Report By
 DL0013  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0013  HISTORY     - 1932     GOOD             NGS
 DL0013
 DL0013                          STATION DESCRIPTION
 DL0013
 DL0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0013'2.2 MI NE FROM KINGSLAND.
 DL0013'ABOUT 2.2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0013'FROM THE STATION AT KINGSLAND, CLEVELAND COUNTY, ABOUT 18-1/2 POLES
 DL0013'SOUTHWEST OF MILEPOST 297, AT A CONCRETE PIPE CULVERT UNDER STATE
 DL0013'HIGHWAY 3, AND IN THE CENTER OF THE EAST HEAD WALL.  A STANDARD
 DL0013'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0014 ***********************************************************************
 DL0014  DESIGNATION -  RV 191
 DL0014  PID         -  DL0014
 DL0014  STATE/COUNTY-  AR/CLEVELAND
 DL0014  USGS QUAD   -  KINGSLAND (1985)
 DL0014
 DL0014                         *CURRENT SURVEY CONTROL
 DL0014  ___________________________________________________________________
 DL0014* NAD 83(1986)-  33 51 56.     (N)    092 16 48.     (W)     SCALED    
 DL0014* NAVD 88     -        53.796  (meters)     176.50   (feet)  ADJUSTED  
 DL0014  ___________________________________________________________________
 DL0014  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL0014  DYNAMIC HT  -          53.742 (meters)     176.32  (feet)  COMP
 DL0014  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 DL0014
 DL0014  VERT ORDER  -  SECOND    CLASS 0
 DL0014
 DL0014.The horizontal coordinates were scaled from a topographic map and have
 DL0014.an estimated accuracy of +/- 6 seconds.
 DL0014
 DL0014.The orthometric height was determined by differential leveling
 DL0014.and adjusted by the National Geodetic Survey in June 1991..
 DL0014
 DL0014.The geoid height was determined by GEOID03.
 DL0014
 DL0014.The dynamic height is computed by dividing the NAVD 88
 DL0014.geopotential number by the normal gravity value computed on the
 DL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0014.degrees latitude (g = 980.6199 gals.).
 DL0014
 DL0014.The modeled gravity was interpolated from observed gravity values.
 DL0014
 DL0014;                    North         East    Units  Estimated Accuracy
 DL0014;SPC AR S     -   533,010.      374,090.      MT  (+/- 180 meters Scaled)
 DL0014
 DL0014                          SUPERSEDED SURVEY CONTROL
 DL0014
 DL0014  NGVD 29 (??/??/92)   53.857  (m)          176.70   (f) ADJ UNCH    2 0
 DL0014
 DL0014.Superseded values are not recommended for survey control.
 DL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0014.See file dsdata.txt to determine how the superseded data were derived.
 DL0014
 DL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT665474(NAD 83)
 DL0014_MARKER: R = RIVET
 DL0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0014_SP_SET: CULVERT
 DL0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0014
 DL0014  HISTORY     - Date     Condition        Report By
 DL0014  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0014  HISTORY     - 1932     GOOD             NGS
 DL0014
 DL0014                          STATION DESCRIPTION
 DL0014
 DL0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0014'1.2 MI NE FROM KINGSLAND.
 DL0014'ABOUT 1.2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0014'FROM THE STATION AT KINGSLAND, CLEVELAND COUNTY, ABOUT 18 POLES
 DL0014'SOUTHWEST OF MILEPOST 298, AT A CONCRETE PIPE CULVERT UNDER STATE
 DL0014'HIGHWAY 3, AND IN THE CENTER OF THE EAST HEAD WALL.  A STANDARD
 DL0014'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0619 ***********************************************************************
 EJ0619  DESIGNATION -  RV 192
 EJ0619  PID         -  EJ0619
 EJ0619  STATE/COUNTY-  AR/JEFFERSON
 EJ0619  USGS QUAD   -  PINE BLUFF (1984)
 EJ0619
 EJ0619                         *CURRENT SURVEY CONTROL
 EJ0619  ___________________________________________________________________
 EJ0619* NAD 83(1986)-  34 13 38.     (N)    092 00 24.     (W)     SCALED    
 EJ0619* NAVD 88     -        65.013  (meters)     213.30   (feet)  ADJUSTED  
 EJ0619  ___________________________________________________________________
 EJ0619  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0619  DYNAMIC HT  -          64.950 (meters)     213.09  (feet)  COMP
 EJ0619  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EJ0619
 EJ0619  VERT ORDER  -  SECOND    CLASS 0
 EJ0619
 EJ0619.The horizontal coordinates were scaled from a topographic map and have
 EJ0619.an estimated accuracy of +/- 6 seconds.
 EJ0619
 EJ0619.The orthometric height was determined by differential leveling
 EJ0619.and adjusted by the National Geodetic Survey in June 1991..
 EJ0619
 EJ0619.The geoid height was determined by GEOID03.
 EJ0619
 EJ0619.The dynamic height is computed by dividing the NAVD 88
 EJ0619.geopotential number by the normal gravity value computed on the
 EJ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0619.degrees latitude (g = 980.6199 gals.).
 EJ0619
 EJ0619.The modeled gravity was interpolated from observed gravity values.
 EJ0619
 EJ0619;                    North         East    Units  Estimated Accuracy
 EJ0619;SPC AR S     -   573,090.      399,390.      MT  (+/- 180 meters Scaled)
 EJ0619
 EJ0619                          SUPERSEDED SURVEY CONTROL
 EJ0619
 EJ0619  NGVD 29 (??/??/92)   65.10   (m)          213.6    (f) COMPUTED    2 0
 EJ0619
 EJ0619.Superseded values are not recommended for survey control.
 EJ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0619.See file dsdata.txt to determine how the superseded data were derived.
 EJ0619
 EJ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT914877(NAD 83)
 EJ0619_MARKER: R = RIVET
 EJ0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0619_SP_SET: CONCRETE WALK
 EJ0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0619
 EJ0619  HISTORY     - Date     Condition        Report By
 EJ0619  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0619  HISTORY     - 1932     GOOD             NGS
 EJ0619  HISTORY     - 1934     GOOD             NGS
 EJ0619  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0619
 EJ0619                          STATION DESCRIPTION
 EJ0619
 EJ0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0619'IN PINE BLUFF.
 EJ0619'AT PINE BLUFF, JEFFERSON COUNTY, AT THE ST. LOUIS SOUTHWESTERN RAILWAY
 EJ0619'STATION, ABOUT 1 POLE WEST OF MILEPOST 268, AND IN THE CONCRETE WALK
 EJ0619'AT THE NORTHWEST CORNER OF THE STATION.  A STANDARD MONEL-METAL RIVET.
 EJ0619
 EJ0619                          STATION RECOVERY (1934)
 EJ0619
 EJ0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0619'RECOVERED IN GOOD CONDITION.
 EJ0619
 EJ0619                          STATION RECOVERY (1984)
 EJ0619
 EJ0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0619'MARK NOT RECOVERED, BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0620 ***********************************************************************
 EJ0620  DESIGNATION -  RV 193
 EJ0620  PID         -  EJ0620
 EJ0620  STATE/COUNTY-  AR/JEFFERSON
 EJ0620  USGS QUAD   -  PINE BLUFF (1984)
 EJ0620
 EJ0620                         *CURRENT SURVEY CONTROL
 EJ0620  ___________________________________________________________________
 EJ0620* NAD 83(1986)-  34 13 38.     (N)    092 00 32.     (W)     SCALED    
 EJ0620* NAVD 88     -        67.389  (meters)     221.09   (feet)  ADJUSTED  
 EJ0620  ___________________________________________________________________
 EJ0620  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0620  DYNAMIC HT  -          67.324 (meters)     220.88  (feet)  COMP
 EJ0620  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EJ0620
 EJ0620  VERT ORDER  -  SECOND    CLASS 0
 EJ0620
 EJ0620.The horizontal coordinates were scaled from a topographic map and have
 EJ0620.an estimated accuracy of +/- 6 seconds.
 EJ0620
 EJ0620.The orthometric height was determined by differential leveling
 EJ0620.and adjusted by the National Geodetic Survey in June 1991..
 EJ0620
 EJ0620.The geoid height was determined by GEOID03.
 EJ0620
 EJ0620.The dynamic height is computed by dividing the NAVD 88
 EJ0620.geopotential number by the normal gravity value computed on the
 EJ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0620.degrees latitude (g = 980.6199 gals.).
 EJ0620
 EJ0620.The modeled gravity was interpolated from observed gravity values.
 EJ0620
 EJ0620;                    North         East    Units  Estimated Accuracy
 EJ0620;SPC AR S     -   573,090.      399,180.      MT  (+/- 180 meters Scaled)
 EJ0620
 EJ0620                          SUPERSEDED SURVEY CONTROL
 EJ0620
 EJ0620  NGVD 29 (??/??/92)   67.47   (m)          221.4    (f) COMPUTED    2 0
 EJ0620
 EJ0620.Superseded values are not recommended for survey control.
 EJ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0620.See file dsdata.txt to determine how the superseded data were derived.
 EJ0620
 EJ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT912877(NAD 83)
 EJ0620_MARKER: R = RIVET
 EJ0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0620_SP_SET: CURB
 EJ0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0620
 EJ0620  HISTORY     - Date     Condition        Report By
 EJ0620  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0620  HISTORY     - 1932     GOOD             NGS
 EJ0620  HISTORY     - 1934     GOOD             NGS
 EJ0620  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0620
 EJ0620                          STATION DESCRIPTION
 EJ0620
 EJ0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0620'IN PINE BLUFF.
 EJ0620'AT PINE BLUFF, JEFFERSON COUNTY, ON THE ST. LOUIS SOUTHWESTERN
 EJ0620'RAILWAY, 64 FEET WEST OF THE SIXTEENTH POLE WEST OF MILEPOST 268,
 EJ0620'6-1/2 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND IN THE CONCRETE
 EJ0620'CURB.  A STANDARD MONEL-METAL RIVET
 EJ0620
 EJ0620                          STATION RECOVERY (1934)
 EJ0620
 EJ0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0620'RECOVERED IN GOOD CONDITION.
 EJ0620
 EJ0620                          STATION RECOVERY (1984)
 EJ0620
 EJ0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0620'MARK NOT RECOVERED, CURB IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0621 ***********************************************************************
 EJ0621  DESIGNATION -  RV 194
 EJ0621  PID         -  EJ0621
 EJ0621  STATE/COUNTY-  AR/JEFFERSON
 EJ0621  USGS QUAD   -  PINE BLUFF (1984)
 EJ0621
 EJ0621                         *CURRENT SURVEY CONTROL
 EJ0621  ___________________________________________________________________
 EJ0621* NAD 83(1986)-  34 13 38.     (N)    092 00 57.     (W)     SCALED    
 EJ0621* NAVD 88     -        69.508  (meters)     228.04   (feet)  ADJUSTED  
 EJ0621  ___________________________________________________________________
 EJ0621  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ0621  DYNAMIC HT  -          69.441 (meters)     227.82  (feet)  COMP
 EJ0621  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EJ0621
 EJ0621  VERT ORDER  -  SECOND    CLASS 0
 EJ0621
 EJ0621.The horizontal coordinates were scaled from a topographic map and have
 EJ0621.an estimated accuracy of +/- 6 seconds.
 EJ0621
 EJ0621.The orthometric height was determined by differential leveling
 EJ0621.and adjusted by the National Geodetic Survey in June 1991..
 EJ0621
 EJ0621.The geoid height was determined by GEOID03.
 EJ0621
 EJ0621.The dynamic height is computed by dividing the NAVD 88
 EJ0621.geopotential number by the normal gravity value computed on the
 EJ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0621.degrees latitude (g = 980.6199 gals.).
 EJ0621
 EJ0621.The modeled gravity was interpolated from observed gravity values.
 EJ0621
 EJ0621;                    North         East    Units  Estimated Accuracy
 EJ0621;SPC AR S     -   573,090.      398,540.      MT  (+/- 180 meters Scaled)
 EJ0621
 EJ0621                          SUPERSEDED SURVEY CONTROL
 EJ0621
 EJ0621  NGVD 29 (??/??/92)   69.60   (m)          228.3    (f) COMPUTED    2 0
 EJ0621
 EJ0621.Superseded values are not recommended for survey control.
 EJ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0621.See file dsdata.txt to determine how the superseded data were derived.
 EJ0621
 EJ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT906877(NAD 83)
 EJ0621_MARKER: R = RIVET
 EJ0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0621_SP_SET: STREET
 EJ0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0621
 EJ0621  HISTORY     - Date     Condition        Report By
 EJ0621  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0621  HISTORY     - 1932     GOOD             NGS
 EJ0621  HISTORY     - 1934     GOOD             NGS
 EJ0621  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0621
 EJ0621                          STATION DESCRIPTION
 EJ0621
 EJ0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0621'IN PINE BLUFF.
 EJ0621'AT PINE BLUFF, JEFFERSON COUNTY, ON THE ST. LOUIS SOUTHWESTERN
 EJ0621'RAILWAY, AT THE THIRTIETH POLE WEST OF MILEPOST 268, IN THE EAST EDGE
 EJ0621'OF THE PAVEMENT ON MULBERRY STREET, AND 21 FEET SOUTH OF THE CENTER
 EJ0621'LINE OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 EJ0621
 EJ0621                          STATION RECOVERY (1934)
 EJ0621
 EJ0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0621'RECOVERED IN GOOD CONDITION.
 EJ0621
 EJ0621                          STATION RECOVERY (1984)
 EJ0621
 EJ0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0621'MARK NOT RECOVERED, PRESUMED TO BE COVERED BY NEW PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0622 ***********************************************************************
 EJ0622  DESIGNATION -  RV 195
 EJ0622  PID         -  EJ0622
 EJ0622  STATE/COUNTY-  AR/JEFFERSON
 EJ0622  USGS QUAD   -  PINE BLUFF (1984)
 EJ0622
 EJ0622                         *CURRENT SURVEY CONTROL
 EJ0622  ___________________________________________________________________
 EJ0622* NAD 83(1986)-  34 13 29.     (N)    092 01 17.     (W)     SCALED    
 EJ0622* NAVD 88     -        69.806  (meters)     229.02   (feet)  ADJUSTED  
 EJ0622  ___________________________________________________________________
 EJ0622  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ0622  DYNAMIC HT  -          69.738 (meters)     228.80  (feet)  COMP
 EJ0622  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EJ0622
 EJ0622  VERT ORDER  -  FIRST     CLASS II
 EJ0622
 EJ0622.The horizontal coordinates were scaled from a topographic map and have
 EJ0622.an estimated accuracy of +/- 6 seconds.
 EJ0622
 EJ0622.The orthometric height was determined by differential leveling
 EJ0622.and adjusted by the National Geodetic Survey in June 1991..
 EJ0622.WARNING-Repeat measurements at this control monument indicate possible
 EJ0622.vertical movement.
 EJ0622
 EJ0622.The geoid height was determined by GEOID03.
 EJ0622
 EJ0622.The dynamic height is computed by dividing the NAVD 88
 EJ0622.geopotential number by the normal gravity value computed on the
 EJ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0622.degrees latitude (g = 980.6199 gals.).
 EJ0622
 EJ0622.The modeled gravity was interpolated from observed gravity values.
 EJ0622
 EJ0622;                    North         East    Units  Estimated Accuracy
 EJ0622;SPC AR S     -   572,810.      398,030.      MT  (+/- 180 meters Scaled)
 EJ0622
 EJ0622                          SUPERSEDED SURVEY CONTROL
 EJ0622
 EJ0622.No superseded survey control is available for this station.
 EJ0622
 EJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT901875(NAD 83)
 EJ0622_MARKER: R = RIVET
 EJ0622_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EJ0622_MARK LOGO: SLSWRR
 EJ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0622+STABILITY: SURFACE MOTION
 EJ0622
 EJ0622  HISTORY     - Date     Condition        Report By
 EJ0622  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0622  HISTORY     - 1932     GOOD             NGS
 EJ0622  HISTORY     - 1934     GOOD             NGS
 EJ0622  HISTORY     - 1984     GOOD             NGS
 EJ0622  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0622  HISTORY     - 1989     GOOD             USPSQD
 EJ0622  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0622  HISTORY     - 1990     GOOD             USPSQD
 EJ0622
 EJ0622                          STATION DESCRIPTION
 EJ0622
 EJ0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0622'IN PINE BLUFF.
 EJ0622'AT PINE BLUFF, JEFFERSON COUNTY, ON THE ST. LOUIS SOUTHWESTERN
 EJ0622'RAILWAY, AT THE HICKORY STREET CROSSING, 26 FEET SOUTHEAST OF THE
 EJ0622'CENTER LINE OF THE TRACK, AND IN THE SOUTH CURB.  A STANDARD
 EJ0622'MONEL-METAL RIVET.
 EJ0622
 EJ0622                          STATION RECOVERY (1934)
 EJ0622
 EJ0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0622'RECOVERED IN GOOD CONDITION.
 EJ0622
 EJ0622                          STATION RECOVERY (1984)
 EJ0622
 EJ0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0622'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PINE BLUFF,
 EJ0622'AT THE HICKORY STREET CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILROAD,
 EJ0622'7.16 METERS (23.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL AND 3.65 METERS
 EJ0622'(12.0 FT) WEST OF THE CENTER LINE OF HICKORY STREET.
 EJ0622'THE MARK IS 0.15 M ABOVE HICKORY STREET.
 EJ0622
 EJ0622                          STATION RECOVERY (1988)
 EJ0622
 EJ0622'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAR)
 EJ0622'MARK NOT FOUND.
 EJ0622
 EJ0622                          STATION RECOVERY (1989)
 EJ0622
 EJ0622'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0622'RECOVERED IN GOOD CONDITION.
 EJ0622
 EJ0622                          STATION RECOVERY (1989)
 EJ0622
 EJ0622'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EJ0622'MARK NOT FOUND.
 EJ0622
 EJ0622                          STATION RECOVERY (1990)
 EJ0622
 EJ0622'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0623 ***********************************************************************
 EJ0623  DESIGNATION -  RV 196
 EJ0623  PID         -  EJ0623
 EJ0623  STATE/COUNTY-  AR/JEFFERSON
 EJ0623  USGS QUAD   -  PINE BLUFF (1984)
 EJ0623
 EJ0623                         *CURRENT SURVEY CONTROL
 EJ0623  ___________________________________________________________________
 EJ0623* NAD 83(1986)-  34 12 56.     (N)    092 01 40.     (W)     SCALED    
 EJ0623* NAVD 88     -        69.125  (meters)     226.79   (feet)  ADJUSTED  
 EJ0623  ___________________________________________________________________
 EJ0623  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EJ0623  DYNAMIC HT  -          69.058 (meters)     226.57  (feet)  COMP
 EJ0623  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 EJ0623
 EJ0623  VERT ORDER  -  SECOND    CLASS 0
 EJ0623
 EJ0623.The horizontal coordinates were scaled from a topographic map and have
 EJ0623.an estimated accuracy of +/- 6 seconds.
 EJ0623
 EJ0623.The orthometric height was determined by differential leveling
 EJ0623.and adjusted by the National Geodetic Survey in June 1991..
 EJ0623
 EJ0623.The geoid height was determined by GEOID03.
 EJ0623
 EJ0623.The dynamic height is computed by dividing the NAVD 88
 EJ0623.geopotential number by the normal gravity value computed on the
 EJ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0623.degrees latitude (g = 980.6199 gals.).
 EJ0623
 EJ0623.The modeled gravity was interpolated from observed gravity values.
 EJ0623
 EJ0623;                    North         East    Units  Estimated Accuracy
 EJ0623;SPC AR S     -   571,790.      397,440.      MT  (+/- 180 meters Scaled)
 EJ0623
 EJ0623                          SUPERSEDED SURVEY CONTROL
 EJ0623
 EJ0623  NGVD 29 (??/??/92)   69.212  (m)          227.07   (f) ADJ UNCH    2 0
 EJ0623
 EJ0623.Superseded values are not recommended for survey control.
 EJ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0623.See file dsdata.txt to determine how the superseded data were derived.
 EJ0623
 EJ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT895864(NAD 83)
 EJ0623_MARKER: R = RIVET
 EJ0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0623_SP_SET: CULVERT
 EJ0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0623
 EJ0623  HISTORY     - Date     Condition        Report By
 EJ0623  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0623  HISTORY     - 1932     GOOD             NGS
 EJ0623  HISTORY     - 1934     GOOD             NGS
 EJ0623
 EJ0623                          STATION DESCRIPTION
 EJ0623
 EJ0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0623'IN PINE BLUFF.
 EJ0623'AT PINE BLUFF, JEFFERSON COUNTY, AT THE SOUTHWEST PART OF THE CITY, ON
 EJ0623'THE ST. LOUIS SOUTHWESTERN RAILWAY, 111 FEET SOUTH OF THE NINETEENTH
 EJ0623'POLE SOUTH OF MILEPOST 269, AT A CONCRETE CULVERT, AND IN THE CENTER
 EJ0623'OF THE EAST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 EJ0623
 EJ0623                          STATION RECOVERY (1934)
 EJ0623
 EJ0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0610 ***********************************************************************
 EJ0610  DESIGNATION -  RV 197
 EJ0610  PID         -  EJ0610
 EJ0610  STATE/COUNTY-  AR/JEFFERSON
 EJ0610  USGS QUAD   -  PINE BLUFF (1984)
 EJ0610
 EJ0610                         *CURRENT SURVEY CONTROL
 EJ0610  ___________________________________________________________________
 EJ0610* NAD 83(1986)-  34 11 14.     (N)    092 02 53.     (W)     SCALED    
 EJ0610* NAVD 88     -        64.431  (meters)     211.39   (feet)  ADJUSTED  
 EJ0610  ___________________________________________________________________
 EJ0610  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 EJ0610  DYNAMIC HT  -          64.369 (meters)     211.18  (feet)  COMP
 EJ0610  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 EJ0610
 EJ0610  VERT ORDER  -  SECOND    CLASS 0
 EJ0610
 EJ0610.The horizontal coordinates were scaled from a topographic map and have
 EJ0610.an estimated accuracy of +/- 6 seconds.
 EJ0610
 EJ0610.The orthometric height was determined by differential leveling
 EJ0610.and adjusted by the National Geodetic Survey in June 1991..
 EJ0610
 EJ0610.The geoid height was determined by GEOID03.
 EJ0610
 EJ0610.The dynamic height is computed by dividing the NAVD 88
 EJ0610.geopotential number by the normal gravity value computed on the
 EJ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0610.degrees latitude (g = 980.6199 gals.).
 EJ0610
 EJ0610.The modeled gravity was interpolated from observed gravity values.
 EJ0610
 EJ0610;                    North         East    Units  Estimated Accuracy
 EJ0610;SPC AR S     -   568,650.      395,570.      MT  (+/- 180 meters Scaled)
 EJ0610
 EJ0610                          SUPERSEDED SURVEY CONTROL
 EJ0610
 EJ0610  NGVD 29 (??/??/92)   64.517  (m)          211.67   (f) ADJ UNCH    2 0
 EJ0610
 EJ0610.Superseded values are not recommended for survey control.
 EJ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0610.See file dsdata.txt to determine how the superseded data were derived.
 EJ0610
 EJ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT877833(NAD 83)
 EJ0610_MARKER: R = RIVET
 EJ0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0610_SP_SET: CULVERT
 EJ0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0610
 EJ0610  HISTORY     - Date     Condition        Report By
 EJ0610  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0610  HISTORY     - 1932     GOOD             NGS
 EJ0610  HISTORY     - 1934     GOOD             NGS
 EJ0610  HISTORY     - 1984     GOOD             NGS
 EJ0610
 EJ0610                          STATION DESCRIPTION
 EJ0610
 EJ0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0610'3.5 MI SW FROM PINE BLUFF.
 EJ0610'ABOUT 3-1/2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EJ0610'FROM PINE BLUFF, JEFFERSON COUNTY, ABOUT 17-3/4 POLES SOUTHWEST OF
 EJ0610'MILEPOST 271, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE WEST
 EJ0610'HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 EJ0610
 EJ0610                          STATION RECOVERY (1934)
 EJ0610
 EJ0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0610'RECOVERED IN GOOD CONDITION.
 EJ0610
 EJ0610                          STATION RECOVERY (1984)
 EJ0610
 EJ0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0611 ***********************************************************************
 EJ0611  DESIGNATION -  RV 198
 EJ0611  PID         -  EJ0611
 EJ0611  STATE/COUNTY-  AR/JEFFERSON
 EJ0611  USGS QUAD   -  PINE BLUFF (1984)
 EJ0611
 EJ0611                         *CURRENT SURVEY CONTROL
 EJ0611  ___________________________________________________________________
 EJ0611* NAD 83(1986)-  34 10 29.     (N)    092 03 22.     (W)     SCALED    
 EJ0611* NAVD 88     -        66.370  (meters)     217.75   (feet)  ADJUSTED  
 EJ0611  ___________________________________________________________________
 EJ0611  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 EJ0611  DYNAMIC HT  -          66.306 (meters)     217.54  (feet)  COMP
 EJ0611  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EJ0611
 EJ0611  VERT ORDER  -  SECOND    CLASS 0
 EJ0611
 EJ0611.The horizontal coordinates were scaled from a topographic map and have
 EJ0611.an estimated accuracy of +/- 6 seconds.
 EJ0611
 EJ0611.The orthometric height was determined by differential leveling
 EJ0611.and adjusted by the National Geodetic Survey in June 1991..
 EJ0611
 EJ0611.The geoid height was determined by GEOID03.
 EJ0611
 EJ0611.The dynamic height is computed by dividing the NAVD 88
 EJ0611.geopotential number by the normal gravity value computed on the
 EJ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0611.degrees latitude (g = 980.6199 gals.).
 EJ0611
 EJ0611.The modeled gravity was interpolated from observed gravity values.
 EJ0611
 EJ0611;                    North         East    Units  Estimated Accuracy
 EJ0611;SPC AR S     -   567,260.      394,830.      MT  (+/- 180 meters Scaled)
 EJ0611
 EJ0611                          SUPERSEDED SURVEY CONTROL
 EJ0611
 EJ0611  NGVD 29 (??/??/92)   66.454  (m)          218.02   (f) ADJ UNCH    2 0
 EJ0611
 EJ0611.Superseded values are not recommended for survey control.
 EJ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0611.See file dsdata.txt to determine how the superseded data were derived.
 EJ0611
 EJ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT869819(NAD 83)
 EJ0611_MARKER: R = RIVET
 EJ0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0611_SP_SET: CULVERT
 EJ0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0611
 EJ0611  HISTORY     - Date     Condition        Report By
 EJ0611  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0611  HISTORY     - 1932     GOOD             NGS
 EJ0611  HISTORY     - 1934     GOOD             NGS
 EJ0611  HISTORY     - 1984     GOOD             NGS
 EJ0611
 EJ0611                          STATION DESCRIPTION
 EJ0611
 EJ0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0611'4.75 MI SW FROM PINE BLUFF.
 EJ0611'ABOUT 4-3/4 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EJ0611'FROM PINE BLUFF, JEFFERSON COUNTY, ABOUT 23-1/2 POLES SOUTHWEST OF
 EJ0611'MILEPOST 272, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE WEST
 EJ0611'HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 EJ0611
 EJ0611                          STATION RECOVERY (1934)
 EJ0611
 EJ0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0611'RECOVERED IN GOOD CONDITION.
 EJ0611
 EJ0611                          STATION RECOVERY (1984)
 EJ0611
 EJ0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0613 ***********************************************************************
 EJ0613  DESIGNATION -  RV 199
 EJ0613  PID         -  EJ0613
 EJ0613  STATE/COUNTY-  AR/JEFFERSON
 EJ0613  USGS QUAD   -  PINE BLUFF (1984)
 EJ0613
 EJ0613                         *CURRENT SURVEY CONTROL
 EJ0613  ___________________________________________________________________
 EJ0613* NAD 83(1986)-  34 09 39.     (N)    092 03 56.     (W)     SCALED    
 EJ0613* NAVD 88     -        83.624  (meters)     274.36   (feet)  ADJUSTED  
 EJ0613  ___________________________________________________________________
 EJ0613  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 EJ0613  DYNAMIC HT  -          83.543 (meters)     274.09  (feet)  COMP
 EJ0613  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 EJ0613
 EJ0613  VERT ORDER  -  SECOND    CLASS 0
 EJ0613
 EJ0613.The horizontal coordinates were scaled from a topographic map and have
 EJ0613.an estimated accuracy of +/- 6 seconds.
 EJ0613
 EJ0613.The orthometric height was determined by differential leveling
 EJ0613.and adjusted by the National Geodetic Survey in June 1991..
 EJ0613
 EJ0613.The geoid height was determined by GEOID03.
 EJ0613
 EJ0613.The dynamic height is computed by dividing the NAVD 88
 EJ0613.geopotential number by the normal gravity value computed on the
 EJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0613.degrees latitude (g = 980.6199 gals.).
 EJ0613
 EJ0613.The modeled gravity was interpolated from observed gravity values.
 EJ0613
 EJ0613;                    North         East    Units  Estimated Accuracy
 EJ0613;SPC AR S     -   565,720.      393,960.      MT  (+/- 180 meters Scaled)
 EJ0613
 EJ0613                          SUPERSEDED SURVEY CONTROL
 EJ0613
 EJ0613  NGVD 29 (??/??/92)   83.705  (m)          274.62   (f) ADJ UNCH    2 0
 EJ0613
 EJ0613.Superseded values are not recommended for survey control.
 EJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0613.See file dsdata.txt to determine how the superseded data were derived.
 EJ0613
 EJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT861803(NAD 83)
 EJ0613_MARKER: R = RIVET
 EJ0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0613_SP_SET: CULVERT
 EJ0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0613
 EJ0613  HISTORY     - Date     Condition        Report By
 EJ0613  HISTORY     - UNK      MONUMENTED       SLSWRR
 EJ0613  HISTORY     - 1932     GOOD             NGS
 EJ0613  HISTORY     - 1934     GOOD             NGS
 EJ0613  HISTORY     - 1984     GOOD             NGS
 EJ0613
 EJ0613                          STATION DESCRIPTION
 EJ0613
 EJ0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0613'6 MI SW FROM PINE BLUFF.
 EJ0613'ABOUT 6 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EJ0613'PINE BLUFF, JEFFERSON COUNTY, AT SORRELLS, ABOUT 2-1/4 POLES SOUTHWEST
 EJ0613'OF MILEPOST 274, AT A CONCRETE PIPE CULVERT, AND IN THE TOP OF THE
 EJ0613'EAST END.  A STANDARD MONEL-METAL RIVET.
 EJ0613
 EJ0613                          STATION RECOVERY (1934)
 EJ0613
 EJ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EJ0613'RECOVERED IN GOOD CONDITION.
 EJ0613
 EJ0613                          STATION RECOVERY (1984)
 EJ0613
 EJ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1315 ***********************************************************************
 FF1315  DESIGNATION -  RV 2
 FF1315  PID         -  FF1315
 FF1315  STATE/COUNTY-  AR/WHITE
 FF1315  USGS QUAD   -  KENSETT (1994)
 FF1315
 FF1315                         *CURRENT SURVEY CONTROL
 FF1315  ___________________________________________________________________
 FF1315* NAD 83(1986)-  35 14 26.     (N)    091 39 23.     (W)     SCALED    
 FF1315* NAVD 88     -        63.991  (meters)     209.94   (feet)  ADJUSTED  
 FF1315  ___________________________________________________________________
 FF1315  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1315  DYNAMIC HT  -          63.933 (meters)     209.75  (feet)  COMP
 FF1315  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 FF1315
 FF1315  VERT ORDER  -  FIRST     CLASS II
 FF1315
 FF1315.The horizontal coordinates were scaled from a topographic map and have
 FF1315.an estimated accuracy of +/- 6 seconds.
 FF1315
 FF1315.The orthometric height was determined by differential leveling
 FF1315.and adjusted by the National Geodetic Survey in June 1991..
 FF1315
 FF1315.The geoid height was determined by GEOID03.
 FF1315
 FF1315.The dynamic height is computed by dividing the NAVD 88
 FF1315.geopotential number by the normal gravity value computed on the
 FF1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1315.degrees latitude (g = 980.6199 gals.).
 FF1315
 FF1315.The modeled gravity was interpolated from observed gravity values.
 FF1315
 FF1315;                    North         East    Units  Estimated Accuracy
 FF1315;SPC AR N     -   100,700.      431,270.      MT  (+/- 180 meters Scaled)
 FF1315
 FF1315                          SUPERSEDED SURVEY CONTROL
 FF1315
 FF1315  NGVD 29 (??/??/??)   63.948  (m)          209.80   (f) ADJUSTED    1 2
 FF1315
 FF1315.Superseded values are not recommended for survey control.
 FF1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1315.See file dsdata.txt to determine how the superseded data were derived.
 FF1315
 FF1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV222005(NAD 83)
 FF1315_MARKER: R = RIVET
 FF1315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1315_SP_SET: BRIDGE ABUTMENT
 FF1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1315
 FF1315  HISTORY     - Date     Condition        Report By
 FF1315  HISTORY     - UNK      MONUMENTED       MPRR
 FF1315  HISTORY     - 1931     GOOD             CGS
 FF1315  HISTORY     - 1934     GOOD             CGS
 FF1315  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1315
 FF1315                          STATION DESCRIPTION
 FF1315
 FF1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1315'1 MI NE FROM KENSETT.
 FF1315'ABOUT 1 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1315'FROM THE STATION AT KENSETT, WHITE COUNTY, OPPOSITE POLE 295+17,
 FF1315'AND IN THE SOUTHEAST ABUTMENT OF A BRIDGE ON UNITED STATES
 FF1315'HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
 FF1315
 FF1315                          STATION RECOVERY (1934)
 FF1315
 FF1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1315'RECOVERED IN GOOD CONDITION.
 FF1315
 FF1315                          STATION RECOVERY (2003)
 FF1315
 FF1315'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0470 ***********************************************************************
 GF0470  DESIGNATION -  RV 2
 GF0470  PID         -  GF0470
 GF0470  STATE/COUNTY-  AR/BENTON
 GF0470  USGS QUAD   -  GARFIELD (1976)
 GF0470
 GF0470                         *CURRENT SURVEY CONTROL
 GF0470  ___________________________________________________________________
 GF0470* NAD 83(1986)-  36 28 01.     (N)    093 56 43.     (W)     SCALED    
 GF0470* NAVD 88     -       493.293  (meters)    1618.41   (feet)  ADJUSTED  
 GF0470  ___________________________________________________________________
 GF0470  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0470  DYNAMIC HT  -         492.857 (meters)    1616.98  (feet)  COMP
 GF0470  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 GF0470
 GF0470  VERT ORDER  -  FIRST     CLASS II
 GF0470
 GF0470.The horizontal coordinates were scaled from a topographic map and have
 GF0470.an estimated accuracy of +/- 6 seconds.
 GF0470
 GF0470.The orthometric height was determined by differential leveling
 GF0470.and adjusted by the National Geodetic Survey in June 1991..
 GF0470
 GF0470.The geoid height was determined by GEOID03.
 GF0470
 GF0470.The dynamic height is computed by dividing the NAVD 88
 GF0470.geopotential number by the normal gravity value computed on the
 GF0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0470.degrees latitude (g = 980.6199 gals.).
 GF0470
 GF0470.The modeled gravity was interpolated from observed gravity values.
 GF0470
 GF0470;                    North         East    Units  Estimated Accuracy
 GF0470;SPC AR N     -   238,440.      225,650.      MT  (+/- 180 meters Scaled)
 GF0470
 GF0470                          SUPERSEDED SURVEY CONTROL
 GF0470
 GF0470  NGVD 29 (??/??/92)  493.132  (m)         1617.88   (f) ADJ UNCH    1 2
 GF0470
 GF0470.Superseded values are not recommended for survey control.
 GF0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0470.See file dsdata.txt to determine how the superseded data were derived.
 GF0470
 GF0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA153361(NAD 83)
 GF0470_MARKER: R = RIVET
 GF0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0470_SP_SET: CULVERT
 GF0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0470
 GF0470  HISTORY     - Date     Condition        Report By
 GF0470  HISTORY     - UNK      MONUMENTED       SLSFRR
 GF0470  HISTORY     - 1961     GOOD             NGS
 GF0470  HISTORY     - 1987     GOOD             USPSQD
 GF0470  HISTORY     - 1987     GOOD             USPSQD
 GF0470  HISTORY     - 1989     GOOD             USPSQD
 GF0470
 GF0470                          STATION DESCRIPTION
 GF0470
 GF0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GF0470'2.4 MI N FROM GARFIELD.
 GF0470'2.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GF0470'GARFIELD, BENTON COUNTY, 9 POLES SOUTH OF MILEPOST 317, 4 FEET
 GF0470'WEST OF THE TRACK, AND IN THE TOP OF THE WEST HEADWALL OF A
 GF0470'CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 GF0470
 GF0470                          STATION RECOVERY (1987)
 GF0470
 GF0470'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0470'RECOVERED IN GOOD CONDITION.
 GF0470
 GF0470                          STATION RECOVERY (1987)
 GF0470
 GF0470'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0470'RECOVERED IN GOOD CONDITION.
 GF0470
 GF0470                          STATION RECOVERY (1989)
 GF0470
 GF0470'RECOVERY NOTE BY US POWER SQUADRON 1989 (REJ)
 GF0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1200 ***********************************************************************
 FF1200  DESIGNATION -  RV 20
 FF1200  PID         -  FF1200
 FF1200  STATE/COUNTY-  AR/WHITE
 FF1200  USGS QUAD   -  BRADFORD (1980)
 FF1200
 FF1200                         *CURRENT SURVEY CONTROL
 FF1200  ___________________________________________________________________
 FF1200* NAD 83(1986)-  35 22 36.     (N)    091 29 33.     (W)     SCALED    
 FF1200* NAVD 88     -        68.011  (meters)     223.13   (feet)  ADJUSTED  
 FF1200  ___________________________________________________________________
 FF1200  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1200  DYNAMIC HT  -          67.951 (meters)     222.94  (feet)  COMP
 FF1200  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 FF1200
 FF1200  VERT ORDER  -  FIRST     CLASS II
 FF1200
 FF1200.The horizontal coordinates were scaled from a topographic map and have
 FF1200.an estimated accuracy of +/- 6 seconds.
 FF1200
 FF1200.The orthometric height was determined by differential leveling
 FF1200.and adjusted by the National Geodetic Survey in June 1991..
 FF1200
 FF1200.The geoid height was determined by GEOID03.
 FF1200
 FF1200.The dynamic height is computed by dividing the NAVD 88
 FF1200.geopotential number by the normal gravity value computed on the
 FF1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1200.degrees latitude (g = 980.6199 gals.).
 FF1200
 FF1200.The modeled gravity was interpolated from observed gravity values.
 FF1200
 FF1200;                    North         East    Units  Estimated Accuracy
 FF1200;SPC AR N     -   115,870.      446,110.      MT  (+/- 180 meters Scaled)
 FF1200
 FF1200                          SUPERSEDED SURVEY CONTROL
 FF1200
 FF1200  NGVD 29 (??/??/??)   67.960  (m)          222.97   (f) ADJUSTED    1 2
 FF1200
 FF1200.Superseded values are not recommended for survey control.
 FF1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1200.See file dsdata.txt to determine how the superseded data were derived.
 FF1200
 FF1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV369158(NAD 83)
 FF1200_MARKER: R = RIVET
 FF1200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1200_SP_SET: CULVERT
 FF1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1200+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 FF1200
 FF1200  HISTORY     - Date     Condition        Report By
 FF1200  HISTORY     - UNK      MONUMENTED       MPRR
 FF1200  HISTORY     - 1931     GOOD             CGS
 FF1200  HISTORY     - 1934     GOOD             CGS
 FF1200  HISTORY     - 20030529 GOOD             USACE
 FF1200
 FF1200                          STATION DESCRIPTION
 FF1200
 FF1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1200'1.3 MI NE FROM RUSSELL.
 FF1200'ABOUT 1.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1200'RUSSELL, WHITE COUNTY, OPPOSITE POLE 281+41, AND IN THE CENTER LINE
 FF1200'OF THE EAST HEAD WALL OF A 4- BY 5-FOOT MASONRY CULVERT.  A
 FF1200'STANDARD MONEL-METAL RIVET.
 FF1200
 FF1200                          STATION RECOVERY (1934)
 FF1200
 FF1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1200'RECOVERED IN GOOD CONDITION.
 FF1200
 FF1200                          STATION RECOVERY (2003)
 FF1200
 FF1200'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0020 ***********************************************************************
 FH0020  DESIGNATION -  RV 20
 FH0020  PID         -  FH0020
 FH0020  STATE/COUNTY-  AR/WASHINGTON
 FH0020  USGS QUAD   -  WINSLOW (1983)
 FH0020
 FH0020                         *CURRENT SURVEY CONTROL
 FH0020  ___________________________________________________________________
 FH0020* NAD 83(1986)-  35 46 45.     (N)    094 08 31.     (W)     SCALED    
 FH0020* NAVD 88     -       484.875  (meters)    1590.79   (feet)  ADJUSTED  
 FH0020  ___________________________________________________________________
 FH0020  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FH0020  DYNAMIC HT  -         484.410 (meters)    1589.27  (feet)  COMP
 FH0020  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 FH0020
 FH0020  VERT ORDER  -  FIRST     CLASS II
 FH0020
 FH0020.The horizontal coordinates were scaled from a topographic map and have
 FH0020.an estimated accuracy of +/- 6 seconds.
 FH0020
 FH0020.The orthometric height was determined by differential leveling
 FH0020.and adjusted by the National Geodetic Survey in June 1991..
 FH0020
 FH0020.The geoid height was determined by GEOID03.
 FH0020
 FH0020.The dynamic height is computed by dividing the NAVD 88
 FH0020.geopotential number by the normal gravity value computed on the
 FH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0020.degrees latitude (g = 980.6199 gals.).
 FH0020
 FH0020.The modeled gravity was interpolated from observed gravity values.
 FH0020
 FH0020;                    North         East    Units  Estimated Accuracy
 FH0020;SPC AR N     -   162,510.      206,360.      MT  (+/- 180 meters Scaled)
 FH0020
 FH0020                          SUPERSEDED SURVEY CONTROL
 FH0020
 FH0020  NGVD 29 (??/??/92)  484.713  (m)         1590.26   (f) ADJ UNCH    1 2
 FH0020
 FH0020.Superseded values are not recommended for survey control.
 FH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0020.See file dsdata.txt to determine how the superseded data were derived.
 FH0020
 FH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV967600(NAD 83)
 FH0020_MARKER: R = RIVET
 FH0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0020_SP_SET: WALL
 FH0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0020
 FH0020  HISTORY     - Date     Condition        Report By
 FH0020  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0020  HISTORY     - 1960     GOOD             NGS
 FH0020
 FH0020                          STATION DESCRIPTION
 FH0020
 FH0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0020'1.7 MI S FROM WINSLOW.
 FH0020'1.7 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0020'WINSLOW, WASHINGTON COUNTY, AT MILEAGE 376.5, AT THE NORTH END OF
 FH0020'A RAILROAD BRIDGE, AND IN THE TOP OF THE WEST SIDE OF A CONCRETE
 FH0020'U-WALL.  A STANDARD MONEL-METAL RIVET.  NOTE-- IT APPEARS THAT A
 FH0020'NEW HEADWALL HAS BEEN BUILT ON THE NORTH END OF THE BRIDGE SINCE
 FH0020'1932.  RIVET WAS PROBABLY DESTROYED WHEN THIS WAS DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0016 ***********************************************************************
 DL0016  DESIGNATION -  RV 200
 DL0016  PID         -  DL0016
 DL0016  STATE/COUNTY-  AR/CLEVELAND
 DL0016  USGS QUAD   -  KINGSLAND (1985)
 DL0016
 DL0016                         *CURRENT SURVEY CONTROL
 DL0016  ___________________________________________________________________
 DL0016* NAD 83(1986)-  33 51 31.     (N)    092 17 53.     (W)     SCALED    
 DL0016* NAVD 88     -        65.087  (meters)     213.54   (feet)  ADJUSTED  
 DL0016  ___________________________________________________________________
 DL0016  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DL0016  DYNAMIC HT  -          65.021 (meters)     213.32  (feet)  COMP
 DL0016  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 DL0016
 DL0016  VERT ORDER  -  SECOND    CLASS 0
 DL0016
 DL0016.The horizontal coordinates were scaled from a topographic map and have
 DL0016.an estimated accuracy of +/- 6 seconds.
 DL0016
 DL0016.The orthometric height was determined by differential leveling
 DL0016.and adjusted by the National Geodetic Survey in June 1991..
 DL0016
 DL0016.The geoid height was determined by GEOID03.
 DL0016
 DL0016.The dynamic height is computed by dividing the NAVD 88
 DL0016.geopotential number by the normal gravity value computed on the
 DL0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0016.degrees latitude (g = 980.6199 gals.).
 DL0016
 DL0016.The modeled gravity was interpolated from observed gravity values.
 DL0016
 DL0016;                    North         East    Units  Estimated Accuracy
 DL0016;SPC AR S     -   532,240.      372,420.      MT  (+/- 180 meters Scaled)
 DL0016
 DL0016                          SUPERSEDED SURVEY CONTROL
 DL0016
 DL0016  NGVD 29 (??/??/92)   65.147  (m)          213.74   (f) ADJ UNCH    2 0
 DL0016
 DL0016.Superseded values are not recommended for survey control.
 DL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0016.See file dsdata.txt to determine how the superseded data were derived.
 DL0016
 DL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT649467(NAD 83)
 DL0016_MARKER: R = RIVET
 DL0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0016_SP_SET: FOUNDATION
 DL0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0016
 DL0016  HISTORY     - Date     Condition        Report By
 DL0016  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0016  HISTORY     - 1932     GOOD             NGS
 DL0016
 DL0016                          STATION DESCRIPTION
 DL0016
 DL0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0016'IN KINGSLAND.
 DL0016'AT KINGSLAND, CLEVELAND COUNTY, IN FRONT OF THE ST. LOUIS SOUTHWESTERN
 DL0016'RAILWAY STATION, AND IN THE CONCRETE FOUNDATION OF THE TRAIN-ORDER
 DL0016'SIGNAL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0017 ***********************************************************************
 DL0017  DESIGNATION -  RV 201
 DL0017  PID         -  DL0017
 DL0017  STATE/COUNTY-  AR/CLEVELAND
 DL0017  USGS QUAD   -  KINGSLAND (1985)
 DL0017
 DL0017                         *CURRENT SURVEY CONTROL
 DL0017  ___________________________________________________________________
 DL0017* NAD 83(1986)-  33 51 39.     (N)    092 18 32.     (W)     SCALED    
 DL0017* NAVD 88     -        68.844  (meters)     225.87   (feet)  ADJUSTED  
 DL0017  ___________________________________________________________________
 DL0017  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DL0017  DYNAMIC HT  -          68.775 (meters)     225.64  (feet)  COMP
 DL0017  MODELED GRAV-     979,624.9   (mgal)                       NAVD 88
 DL0017
 DL0017  VERT ORDER  -  SECOND    CLASS 0
 DL0017
 DL0017.The horizontal coordinates were scaled from a topographic map and have
 DL0017.an estimated accuracy of +/- 6 seconds.
 DL0017
 DL0017.The orthometric height was determined by differential leveling
 DL0017.and adjusted by the National Geodetic Survey in June 1991..
 DL0017
 DL0017.The geoid height was determined by GEOID03.
 DL0017
 DL0017.The dynamic height is computed by dividing the NAVD 88
 DL0017.geopotential number by the normal gravity value computed on the
 DL0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0017.degrees latitude (g = 980.6199 gals.).
 DL0017
 DL0017.The modeled gravity was interpolated from observed gravity values.
 DL0017
 DL0017;                    North         East    Units  Estimated Accuracy
 DL0017;SPC AR S     -   532,490.      371,420.      MT  (+/- 180 meters Scaled)
 DL0017
 DL0017                          SUPERSEDED SURVEY CONTROL
 DL0017
 DL0017  NGVD 29 (??/??/92)   68.903  (m)          226.06   (f) ADJ UNCH    2 0
 DL0017
 DL0017.Superseded values are not recommended for survey control.
 DL0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0017.See file dsdata.txt to determine how the superseded data were derived.
 DL0017
 DL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT639469(NAD 83)
 DL0017_MARKER: R = RIVET
 DL0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0017_SP_SET: CULVERT
 DL0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0017
 DL0017  HISTORY     - Date     Condition        Report By
 DL0017  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0017  HISTORY     - 1932     GOOD             NGS
 DL0017
 DL0017                          STATION DESCRIPTION
 DL0017
 DL0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0017'0.75 MI SW FROM KINGSLAND.
 DL0017'ABOUT 2/3 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0017'THE STATION AT KINGSLAND, CLEVELAND COUNTY, ABOUT 13-1/3 POLES
 DL0017'SOUTHWEST OF MILEPOST 300, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 DL0017'THE WEST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0018 ***********************************************************************
 DL0018  DESIGNATION -  RV 202
 DL0018  PID         -  DL0018
 DL0018  STATE/COUNTY-  AR/CLEVELAND
 DL0018  USGS QUAD   -  KINGSLAND (1985)
 DL0018
 DL0018                         *CURRENT SURVEY CONTROL
 DL0018  ___________________________________________________________________
 DL0018* NAD 83(1986)-  33 51 18.     (N)    092 19 37.     (W)     SCALED    
 DL0018* NAVD 88     -        69.287  (meters)     227.32   (feet)  ADJUSTED  
 DL0018  ___________________________________________________________________
 DL0018  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DL0018  DYNAMIC HT  -          69.217 (meters)     227.09  (feet)  COMP
 DL0018  MODELED GRAV-     979,623.0   (mgal)                       NAVD 88
 DL0018
 DL0018  VERT ORDER  -  SECOND    CLASS 0
 DL0018
 DL0018.The horizontal coordinates were scaled from a topographic map and have
 DL0018.an estimated accuracy of +/- 6 seconds.
 DL0018
 DL0018.The orthometric height was determined by differential leveling
 DL0018.and adjusted by the National Geodetic Survey in June 1991..
 DL0018
 DL0018.The geoid height was determined by GEOID03.
 DL0018
 DL0018.The dynamic height is computed by dividing the NAVD 88
 DL0018.geopotential number by the normal gravity value computed on the
 DL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0018.degrees latitude (g = 980.6199 gals.).
 DL0018
 DL0018.The modeled gravity was interpolated from observed gravity values.
 DL0018
 DL0018;                    North         East    Units  Estimated Accuracy
 DL0018;SPC AR S     -   531,850.      369,750.      MT  (+/- 180 meters Scaled)
 DL0018
 DL0018                          SUPERSEDED SURVEY CONTROL
 DL0018
 DL0018  NGVD 29 (??/??/92)   69.344  (m)          227.51   (f) ADJ UNCH    2 0
 DL0018
 DL0018.Superseded values are not recommended for survey control.
 DL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0018.See file dsdata.txt to determine how the superseded data were derived.
 DL0018
 DL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT622462(NAD 83)
 DL0018_MARKER: R = RIVET
 DL0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0018_SP_SET: ABUTMENT
 DL0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0018
 DL0018  HISTORY     - Date     Condition        Report By
 DL0018  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0018  HISTORY     - 1932     GOOD             NGS
 DL0018
 DL0018                          STATION DESCRIPTION
 DL0018
 DL0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0018'1.8 MI SW FROM KINGSLAND.
 DL0018'ABOUT 1.8 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0018'FROM THE STATION AT KINGSLAND, CLEVELAND COUNTY, ABOUT 18 POLES
 DL0018'SOUTHWEST OF MILEPOST 301, AT AN UNDERPASS, AND IN THE WEST END OF THE
 DL0018'SOUTH CONCRETE ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0021 ***********************************************************************
 DL0021  DESIGNATION -  RV 203
 DL0021  PID         -  DL0021
 DL0021  STATE/COUNTY-  AR/DALLAS
 DL0021  USGS QUAD   -  FORDYCE (1985)
 DL0021
 DL0021                         *CURRENT SURVEY CONTROL
 DL0021  ___________________________________________________________________
 DL0021* NAD 83(1986)-  33 49 01.     (N)    092 23 59.     (W)     SCALED    
 DL0021* NAVD 88     -        78.350  (meters)     257.05   (feet)  ADJUSTED  
 DL0021  ___________________________________________________________________
 DL0021  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0021  DYNAMIC HT  -          78.270 (meters)     256.79  (feet)  COMP
 DL0021  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 DL0021
 DL0021  VERT ORDER  -  SECOND    CLASS 0
 DL0021
 DL0021.The horizontal coordinates were scaled from a topographic map and have
 DL0021.an estimated accuracy of +/- 6 seconds.
 DL0021
 DL0021.The orthometric height was determined by differential leveling
 DL0021.and adjusted by the National Geodetic Survey in June 1991..
 DL0021
 DL0021.The geoid height was determined by GEOID03.
 DL0021
 DL0021.The dynamic height is computed by dividing the NAVD 88
 DL0021.geopotential number by the normal gravity value computed on the
 DL0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0021.degrees latitude (g = 980.6199 gals.).
 DL0021
 DL0021.The modeled gravity was interpolated from observed gravity values.
 DL0021
 DL0021;                    North         East    Units  Estimated Accuracy
 DL0021;SPC AR S     -   527,650.      363,000.      MT  (+/- 180 meters Scaled)
 DL0021
 DL0021                          SUPERSEDED SURVEY CONTROL
 DL0021
 DL0021  NGVD 29 (??/??/92)   78.402  (m)          257.22   (f) ADJ UNCH    2 0
 DL0021
 DL0021.Superseded values are not recommended for survey control.
 DL0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0021.See file dsdata.txt to determine how the superseded data were derived.
 DL0021
 DL0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT555420(NAD 83)
 DL0021_MARKER: R = RIVET
 DL0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0021_SP_SET: CULVERT
 DL0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0021
 DL0021  HISTORY     - Date     Condition        Report By
 DL0021  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0021  HISTORY     - 1932     GOOD             NGS
 DL0021
 DL0021                          STATION DESCRIPTION
 DL0021
 DL0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0021'1 MI NE FROM FORDYCE.
 DL0021'ABOUT 1 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0021'FORDYCE, DALLAS COUNTY, SOUTHEAST OF THE SEVENTEENTH POLE, SOUTHWEST
 DL0021'OF MILEPOST 306, AT A CONCRETE PIPE CULVERT UNDER STATE HIGHWAY 3, AND
 DL0021'IN THE CENTER OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0023 ***********************************************************************
 DL0023  DESIGNATION -  RV 204
 DL0023  PID         -  DL0023
 DL0023  STATE/COUNTY-  AR/DALLAS
 DL0023  USGS QUAD   -  FORDYCE (1985)
 DL0023
 DL0023                         *CURRENT SURVEY CONTROL
 DL0023  ___________________________________________________________________
 DL0023* NAD 83(1986)-  33 48 43.     (N)    092 24 32.     (W)     SCALED    
 DL0023* NAVD 88     -        81.344  (meters)     266.88   (feet)  ADJUSTED  
 DL0023  ___________________________________________________________________
 DL0023  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0023  DYNAMIC HT  -          81.261 (meters)     266.60  (feet)  COMP
 DL0023  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 DL0023
 DL0023  VERT ORDER  -  SECOND    CLASS 0
 DL0023
 DL0023.The horizontal coordinates were scaled from a topographic map and have
 DL0023.an estimated accuracy of +/- 6 seconds.
 DL0023
 DL0023.The orthometric height was determined by differential leveling
 DL0023.and adjusted by the National Geodetic Survey in June 1991..
 DL0023
 DL0023.The geoid height was determined by GEOID03.
 DL0023
 DL0023.The dynamic height is computed by dividing the NAVD 88
 DL0023.geopotential number by the normal gravity value computed on the
 DL0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0023.degrees latitude (g = 980.6199 gals.).
 DL0023
 DL0023.The modeled gravity was interpolated from observed gravity values.
 DL0023
 DL0023;                    North         East    Units  Estimated Accuracy
 DL0023;SPC AR S     -   527,100.      362,150.      MT  (+/- 180 meters Scaled)
 DL0023
 DL0023                          SUPERSEDED SURVEY CONTROL
 DL0023
 DL0023  NGVD 29 (??/??/92)   81.396  (m)          267.05   (f) ADJ UNCH    2 0
 DL0023
 DL0023.Superseded values are not recommended for survey control.
 DL0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0023.See file dsdata.txt to determine how the superseded data were derived.
 DL0023
 DL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT547414(NAD 83)
 DL0023_MARKER: R = RIVET
 DL0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0023_SP_SET: FOUNDATION
 DL0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0023
 DL0023  HISTORY     - Date     Condition        Report By
 DL0023  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0023  HISTORY     - 1932     GOOD             NGS
 DL0023  HISTORY     - 1935     GOOD             NGS
 DL0023
 DL0023                          STATION DESCRIPTION
 DL0023
 DL0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0023'IN FORDYCE.
 DL0023'AT FORDYCE, DALLAS COUNTY, ON THE ST. LOUIS SOUTHWESTERN RAILWAY, AT
 DL0023'THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, ABOUT
 DL0023'0.2 MILE SOUTH OF THE C.R.I. AND P.RY. STATION, ABOUT 0.2 MILE
 DL0023'SOUTHWEST OF ST.L.SWN.RY. MILEPOST 307, 9 FEET WEST OF THE CENTER LINE
 DL0023'OF THE TRACK, AND IN THE FOUNDATION OF THE CONCRETE INTERLOCKER. A
 DL0023'STANDARD MONEL-METAL RIVET.
 DL0023
 DL0023                          STATION RECOVERY (1935)
 DL0023
 DL0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DL0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0026 ***********************************************************************
 DL0026  DESIGNATION -  RV 205
 DL0026  PID         -  DL0026
 DL0026  STATE/COUNTY-  AR/DALLAS
 DL0026  USGS QUAD   -  FORDYCE (1985)
 DL0026
 DL0026                         *CURRENT SURVEY CONTROL
 DL0026  ___________________________________________________________________
 DL0026* NAD 83(1986)-  33 48 22.     (N)    092 25 11.     (W)     SCALED    
 DL0026* NAVD 88     -        85.677  (meters)     281.09   (feet)  ADJUSTED  
 DL0026  ___________________________________________________________________
 DL0026  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0026  DYNAMIC HT  -          85.589 (meters)     280.80  (feet)  COMP
 DL0026  MODELED GRAV-     979,613.3   (mgal)                       NAVD 88
 DL0026
 DL0026  VERT ORDER  -  SECOND    CLASS 0
 DL0026
 DL0026.The horizontal coordinates were scaled from a topographic map and have
 DL0026.an estimated accuracy of +/- 6 seconds.
 DL0026
 DL0026.The orthometric height was determined by differential leveling
 DL0026.and adjusted by the National Geodetic Survey in June 1991..
 DL0026
 DL0026.The geoid height was determined by GEOID03.
 DL0026
 DL0026.The dynamic height is computed by dividing the NAVD 88
 DL0026.geopotential number by the normal gravity value computed on the
 DL0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0026.degrees latitude (g = 980.6199 gals.).
 DL0026
 DL0026.The modeled gravity was interpolated from observed gravity values.
 DL0026
 DL0026;                    North         East    Units  Estimated Accuracy
 DL0026;SPC AR S     -   526,460.      361,140.      MT  (+/- 180 meters Scaled)
 DL0026
 DL0026                          SUPERSEDED SURVEY CONTROL
 DL0026
 DL0026  NGVD 29 (??/??/92)   85.727  (m)          281.26   (f) ADJ UNCH    2 0
 DL0026
 DL0026.Superseded values are not recommended for survey control.
 DL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0026.See file dsdata.txt to determine how the superseded data were derived.
 DL0026
 DL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT537408(NAD 83)
 DL0026_MARKER: R = RIVET
 DL0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0026_SP_SET: CONCRETE BOX
 DL0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0026
 DL0026  HISTORY     - Date     Condition        Report By
 DL0026  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0026  HISTORY     - 1932     GOOD             NGS
 DL0026  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0026
 DL0026                          STATION DESCRIPTION
 DL0026
 DL0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0026'IN FORDYCE.
 DL0026'AT FORDYCE, DALLAS COUNTY ON THE ST. LOUIS SOUTHWESTERN RAILWAY, ABOUT
 DL0026'1-1/2 POLES NORTH OF MILEPOST 308, AT THE SOUTH EDGE OF THE TOWN, 55
 DL0026'FEET EAST OF THE TRACK, AT THE BOILERHOUSE OF THE WHEEL CO., AND IN
 DL0026'THE CONCRETE BOX 3 FEET SOUTHWEST OF THE SOUTHWEST CORNER.  A STANDARD
 DL0026'MONEL-METAL RIVET.
 DL0026
 DL0026                          STATION RECOVERY (1964)
 DL0026
 DL0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0029 ***********************************************************************
 DL0029  DESIGNATION -  RV 206
 DL0029  PID         -  DL0029
 DL0029  STATE/COUNTY-  AR/CALHOUN
 DL0029  USGS QUAD   -  FORDYCE (1985)
 DL0029
 DL0029                         *CURRENT SURVEY CONTROL
 DL0029  ___________________________________________________________________
 DL0029* NAD 83(1986)-  33 46 39.     (N)    092 29 30.     (W)     SCALED    
 DL0029* NAVD 88     -        95.536  (meters)     313.44   (feet)  ADJUSTED  
 DL0029  ___________________________________________________________________
 DL0029  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0029  DYNAMIC HT  -          95.438 (meters)     313.12  (feet)  COMP
 DL0029  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DL0029
 DL0029  VERT ORDER  -  SECOND    CLASS 0
 DL0029
 DL0029.The horizontal coordinates were scaled from a topographic map and have
 DL0029.an estimated accuracy of +/- 6 seconds.
 DL0029
 DL0029.The orthometric height was determined by differential leveling
 DL0029.and adjusted by the National Geodetic Survey in June 1991..
 DL0029
 DL0029.The geoid height was determined by GEOID03.
 DL0029
 DL0029.The dynamic height is computed by dividing the NAVD 88
 DL0029.geopotential number by the normal gravity value computed on the
 DL0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0029.degrees latitude (g = 980.6199 gals.).
 DL0029
 DL0029.The modeled gravity was interpolated from observed gravity values.
 DL0029
 DL0029;                    North         East    Units  Estimated Accuracy
 DL0029;SPC AR S     -   523,310.      354,460.      MT  (+/- 180 meters Scaled)
 DL0029
 DL0029                          SUPERSEDED SURVEY CONTROL
 DL0029
 DL0029  NGVD 29 (??/??/92)   95.580  (m)          313.58   (f) ADJ UNCH    2 0
 DL0029
 DL0029.Superseded values are not recommended for survey control.
 DL0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0029.See file dsdata.txt to determine how the superseded data were derived.
 DL0029
 DL0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT470376(NAD 83)
 DL0029_MARKER: R = RIVET
 DL0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0029_SP_SET: FOUNDATION
 DL0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0029
 DL0029  HISTORY     - Date     Condition        Report By
 DL0029  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0029  HISTORY     - 1932     GOOD             NGS
 DL0029  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0029
 DL0029                          STATION DESCRIPTION
 DL0029
 DL0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0029'IN THORNTON.
 DL0029'AT THORNTON, CALHOUN COUNTY, IN FRONT OF THE ST. LOUIS SOUTHWESTERN
 DL0029'RAILWAY STATION, AT MILEPOST 313, AND IN THE CONCRETE FOUNDATION OF
 DL0029'THE TRAIN-ORDER SIGNAL.  A STANDARD MONEL-METAL RIVET.  NOTE-- THE
 DL0029'RAILROAD STATION AND THE TRAIN ORDER SIGNAL HAVE BEEN REMOVED FROM
 DL0029'THORNTON.
 DL0029
 DL0029                          STATION RECOVERY (1964)
 DL0029
 DL0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0346 ***********************************************************************
 DL0346  DESIGNATION -  RV 208
 DL0346  PID         -  DL0346
 DL0346  STATE/COUNTY-  AR/CALHOUN
 DL0346  USGS QUAD   -  BEARDEN (1985)
 DL0346
 DL0346                         *CURRENT SURVEY CONTROL
 DL0346  ___________________________________________________________________
 DL0346* NAD 83(1986)-  33 44 23.     (N)    092 34 53.     (W)     SCALED    
 DL0346* NAVD 88     -        78.051  (meters)     256.07   (feet)  ADJUSTED  
 DL0346  ___________________________________________________________________
 DL0346  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL0346  DYNAMIC HT  -          77.971 (meters)     255.81  (feet)  COMP
 DL0346  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
 DL0346
 DL0346  VERT ORDER  -  SECOND    CLASS 0
 DL0346
 DL0346.The horizontal coordinates were scaled from a topographic map and have
 DL0346.an estimated accuracy of +/- 6 seconds.
 DL0346
 DL0346.The orthometric height was determined by differential leveling
 DL0346.and adjusted by the National Geodetic Survey in June 1991..
 DL0346
 DL0346.The geoid height was determined by GEOID03.
 DL0346
 DL0346.The dynamic height is computed by dividing the NAVD 88
 DL0346.geopotential number by the normal gravity value computed on the
 DL0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0346.degrees latitude (g = 980.6199 gals.).
 DL0346
 DL0346.The modeled gravity was interpolated from observed gravity values.
 DL0346
 DL0346;                    North         East    Units  Estimated Accuracy
 DL0346;SPC AR S     -   519,170.      346,130.      MT  (+/- 180 meters Scaled)
 DL0346
 DL0346                          SUPERSEDED SURVEY CONTROL
 DL0346
 DL0346  NGVD 29 (??/??/92)   78.091  (m)          256.20   (f) ADJ UNCH    2 0
 DL0346
 DL0346.Superseded values are not recommended for survey control.
 DL0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0346.See file dsdata.txt to determine how the superseded data were derived.
 DL0346
 DL0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT387333(NAD 83)
 DL0346_MARKER: R = RIVET
 DL0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0346_SP_SET: CULVERT
 DL0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0346
 DL0346  HISTORY     - Date     Condition        Report By
 DL0346  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0346  HISTORY     - 1932     GOOD             NGS
 DL0346  HISTORY     - 1964     GOOD             NGS
 DL0346
 DL0346                          STATION DESCRIPTION
 DL0346
 DL0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0346'5.9 MI SW FROM THORNTON.
 DL0346'ABOUT 5.9 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0346'FROM THE STATION AT THORNTON, CALHOUN COUNTY, ABOUT 27-1/2 POLES
 DL0346'SOUTHWEST OF MILEPOST 318, AT A CONCRETE CULVERT, AND IN THE WEST HEAD
 DL0346'WALL.  A STANDARD MONEL-METAL RIVET.
 DL0346
 DL0346                          STATION RECOVERY (1964)
 DL0346
 DL0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0347 ***********************************************************************
 DL0347  DESIGNATION -  RV 209
 DL0347  PID         -  DL0347
 DL0347  STATE/COUNTY-  AR/OUACHITA
 DL0347  USGS QUAD   -  BEARDEN (1985)
 DL0347
 DL0347                         *CURRENT SURVEY CONTROL
 DL0347  ___________________________________________________________________
 DL0347* NAD 83(1986)-  33 43 41.     (N)    092 36 25.     (W)     SCALED    
 DL0347* NAVD 88     -        74.758  (meters)     245.27   (feet)  ADJUSTED  
 DL0347  ___________________________________________________________________
 DL0347  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DL0347  DYNAMIC HT  -          74.681 (meters)     245.02  (feet)  COMP
 DL0347  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 DL0347
 DL0347  VERT ORDER  -  SECOND    CLASS 0
 DL0347
 DL0347.The horizontal coordinates were scaled from a topographic map and have
 DL0347.an estimated accuracy of +/- 6 seconds.
 DL0347
 DL0347.The orthometric height was determined by differential leveling
 DL0347.and adjusted by the National Geodetic Survey in June 1991..
 DL0347
 DL0347.The geoid height was determined by GEOID03.
 DL0347
 DL0347.The dynamic height is computed by dividing the NAVD 88
 DL0347.geopotential number by the normal gravity value computed on the
 DL0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0347.degrees latitude (g = 980.6199 gals.).
 DL0347
 DL0347.The modeled gravity was interpolated from observed gravity values.
 DL0347
 DL0347;                    North         East    Units  Estimated Accuracy
 DL0347;SPC AR S     -   517,890.      343,750.      MT  (+/- 180 meters Scaled)
 DL0347
 DL0347                          SUPERSEDED SURVEY CONTROL
 DL0347
 DL0347  NGVD 29 (??/??/92)   74.797  (m)          245.40   (f) ADJ UNCH    2 0
 DL0347
 DL0347.Superseded values are not recommended for survey control.
 DL0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0347.See file dsdata.txt to determine how the superseded data were derived.
 DL0347
 DL0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT364320(NAD 83)
 DL0347_MARKER: R = RIVET
 DL0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0347_SP_SET: CURB
 DL0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0347
 DL0347  HISTORY     - Date     Condition        Report By
 DL0347  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0347  HISTORY     - 1964     GOOD             NGS
 DL0347  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL0347
 DL0347                          STATION DESCRIPTION
 DL0347
 DL0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0347'0.75 MI NE FROM BEARDEN.
 DL0347'THIS MARK RECOVERED AT THE NORTHEAST EDGE OF BEARDEN, AT THE BEGINNING
 DL0347'OF STATE AND FEDERAL MAINTENANCE OF HIGHWAY, 13.5 FEET NORTHWEST OF A
 DL0347'CONCRETE POST PROJECTING 2 FEET WITH PLATE STAMPED F.A.P. 299-B. THE
 DL0347'RIVET IS IN SOUTHEAST CURB OF STREET AND NEAR THE NORTHEAST END OF THE
 DL0347'CURB.  THIS MARK IS ABOUT 165 FEET WEST OF THE RAILROAD. NOTE-- THERE
 DL0347'IS NO CURBING ON US HWY 167.
 DL0347
 DL0347                          STATION RECOVERY (1973)
 DL0347
 DL0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DL0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1202 ***********************************************************************
 FF1202  DESIGNATION -  RV 21
 FF1202  PID         -  FF1202
 FF1202  STATE/COUNTY-  AR/WHITE
 FF1202  USGS QUAD   -  BRADFORD (1980)
 FF1202
 FF1202                         *CURRENT SURVEY CONTROL
 FF1202  ___________________________________________________________________
 FF1202* NAD 83(1986)-  35 23 31.     (N)    091 28 33.     (W)     SCALED    
 FF1202* NAVD 88     -        70.193  (meters)     230.29   (feet)  ADJUSTED  
 FF1202  ___________________________________________________________________
 FF1202  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1202  DYNAMIC HT  -          70.131 (meters)     230.09  (feet)  COMP
 FF1202  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 FF1202
 FF1202  VERT ORDER  -  FIRST     CLASS II
 FF1202
 FF1202.The horizontal coordinates were scaled from a topographic map and have
 FF1202.an estimated accuracy of +/- 6 seconds.
 FF1202
 FF1202.The orthometric height was determined by differential leveling
 FF1202.and adjusted by the National Geodetic Survey in June 1991..
 FF1202
 FF1202.The geoid height was determined by GEOID03.
 FF1202
 FF1202.The dynamic height is computed by dividing the NAVD 88
 FF1202.geopotential number by the normal gravity value computed on the
 FF1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1202.degrees latitude (g = 980.6199 gals.).
 FF1202
 FF1202.The modeled gravity was interpolated from observed gravity values.
 FF1202
 FF1202;                    North         East    Units  Estimated Accuracy
 FF1202;SPC AR N     -   117,570.      447,620.      MT  (+/- 180 meters Scaled)
 FF1202
 FF1202                          SUPERSEDED SURVEY CONTROL
 FF1202
 FF1202  NGVD 29 (??/??/??)   70.141  (m)          230.12   (f) ADJUSTED    1 2
 FF1202
 FF1202.Superseded values are not recommended for survey control.
 FF1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1202.See file dsdata.txt to determine how the superseded data were derived.
 FF1202
 FF1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV384175(NAD 83)
 FF1202_MARKER: R = RIVET
 FF1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1202+STABILITY: SURFACE MOTION
 FF1202
 FF1202  HISTORY     - Date     Condition        Report By
 FF1202  HISTORY     - UNK      MONUMENTED       MPRR
 FF1202  HISTORY     - 1931     GOOD             CGS
 FF1202  HISTORY     - 1934     GOOD             CGS
 FF1202
 FF1202                          STATION DESCRIPTION
 FF1202
 FF1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1202'2.8 MI NE FROM RUSSELL.
 FF1202'ABOUT 2.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1202'RUSSELL, WHITE COUNTY, OPPOSITE POLE 280+24, AND IN THE SOUTHWEST
 FF1202'CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2804.  A STANDARD
 FF1202'MONEL-METAL RIVET.
 FF1202
 FF1202                          STATION RECOVERY (1934)
 FF1202
 FF1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0349 ***********************************************************************
 DL0349  DESIGNATION -  RV 210
 DL0349  PID         -  DL0349
 DL0349  STATE/COUNTY-  AR/OUACHITA
 DL0349  USGS QUAD   -  BEARDEN (1985)
 DL0349
 DL0349                         *CURRENT SURVEY CONTROL
 DL0349  ___________________________________________________________________
 DL0349* NAD 83(1986)-  33 43 25.     (N)    092 36 58.     (W)     SCALED    
 DL0349* NAVD 88     -        72.724  (meters)     238.60   (feet)  ADJUSTED  
 DL0349  ___________________________________________________________________
 DL0349  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DL0349  DYNAMIC HT  -          72.649 (meters)     238.35  (feet)  COMP
 DL0349  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 DL0349
 DL0349  VERT ORDER  -  SECOND    CLASS 0
 DL0349
 DL0349.The horizontal coordinates were scaled from a topographic map and have
 DL0349.an estimated accuracy of +/- 6 seconds.
 DL0349
 DL0349.The orthometric height was determined by differential leveling
 DL0349.and adjusted by the National Geodetic Survey in June 1991..
 DL0349
 DL0349.The geoid height was determined by GEOID03.
 DL0349
 DL0349.The dynamic height is computed by dividing the NAVD 88
 DL0349.geopotential number by the normal gravity value computed on the
 DL0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0349.degrees latitude (g = 980.6199 gals.).
 DL0349
 DL0349.The modeled gravity was interpolated from observed gravity values.
 DL0349
 DL0349;                    North         East    Units  Estimated Accuracy
 DL0349;SPC AR S     -   517,400.      342,900.      MT  (+/- 180 meters Scaled)
 DL0349
 DL0349                          SUPERSEDED SURVEY CONTROL
 DL0349
 DL0349  NGVD 29 (??/??/92)   72.763  (m)          238.72   (f) ADJ UNCH    2 0
 DL0349
 DL0349.Superseded values are not recommended for survey control.
 DL0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0349.See file dsdata.txt to determine how the superseded data were derived.
 DL0349
 DL0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT355315(NAD 83)
 DL0349_MARKER: R = RIVET
 DL0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0349_SP_SET: FOUNDATION
 DL0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0349
 DL0349  HISTORY     - Date     Condition        Report By
 DL0349  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0349  HISTORY     - 1964     GOOD             NGS
 DL0349  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL0349
 DL0349                          STATION DESCRIPTION
 DL0349
 DL0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0349'IN BEARDEN.
 DL0349'AT BEARDEN, ABOUT 45 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 DL0349'PRESENT RAILROAD STATION, ON TOP OF A CONCRETE FOUNDATION IN FRONT OF
 DL0349'FORMER SITE OF RAILROAD STATION, ABOUT 11.5 FEET NORTHWEST OF
 DL0349'NORTHWEST RAIL AND ABOUT FLUSH WITH THE GROUND.  NOTE-- THE TRAIN
 DL0349'ORDER SIGNAL HAS BEEN REMOVED.  RIVET WAS SET IN ITS FOUNDATION.
 DL0349
 DL0349                          STATION RECOVERY (1973)
 DL0349
 DL0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DL0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0352 ***********************************************************************
 DL0352  DESIGNATION -  RV 212
 DL0352  PID         -  DL0352
 DL0352  STATE/COUNTY-  AR/OUACHITA
 DL0352  USGS QUAD   -  EAGLE MILLS (1985)
 DL0352
 DL0352                         *CURRENT SURVEY CONTROL
 DL0352  ___________________________________________________________________
 DL0352* NAD 83(1986)-  33 41 07.     (N)    092 42 01.     (W)     SCALED    
 DL0352* NAVD 88     -        44.715  (meters)     146.70   (feet)  ADJUSTED  
 DL0352  ___________________________________________________________________
 DL0352  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL0352  DYNAMIC HT  -          44.669 (meters)     146.55  (feet)  COMP
 DL0352  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 DL0352
 DL0352  VERT ORDER  -  SECOND    CLASS 0
 DL0352
 DL0352.The horizontal coordinates were scaled from a topographic map and have
 DL0352.an estimated accuracy of +/- 6 seconds.
 DL0352
 DL0352.The orthometric height was determined by differential leveling
 DL0352.and adjusted by the National Geodetic Survey in June 1991..
 DL0352
 DL0352.The geoid height was determined by GEOID03.
 DL0352
 DL0352.The dynamic height is computed by dividing the NAVD 88
 DL0352.geopotential number by the normal gravity value computed on the
 DL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0352.degrees latitude (g = 980.6199 gals.).
 DL0352
 DL0352.The modeled gravity was interpolated from observed gravity values.
 DL0352
 DL0352;                    North         East    Units  Estimated Accuracy
 DL0352;SPC AR S     -   513,200.      335,070.      MT  (+/- 180 meters Scaled)
 DL0352
 DL0352                          SUPERSEDED SURVEY CONTROL
 DL0352
 DL0352  NGVD 29 (??/??/92)   44.755  (m)          146.83   (f) ADJ UNCH    2 0
 DL0352
 DL0352.Superseded values are not recommended for survey control.
 DL0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0352.See file dsdata.txt to determine how the superseded data were derived.
 DL0352
 DL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT277273(NAD 83)
 DL0352_MARKER: R = RIVET
 DL0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0352_SP_SET: CULVERT
 DL0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0352
 DL0352  HISTORY     - Date     Condition        Report By
 DL0352  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0352  HISTORY     - 1932     GOOD             NGS
 DL0352  HISTORY     - 1964     GOOD             NGS
 DL0352
 DL0352                          STATION DESCRIPTION
 DL0352
 DL0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0352'5.5 MI SW FROM BEARDEN.
 DL0352'ABOUT 5-1/2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0352'FROM THE STATION AT BEARDEN, OUACHITA COUNTY, ABOUT 26-1/2 POLES
 DL0352'SOUTHWEST OF MILEPOST 326, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 DL0352'THE WEST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 DL0352
 DL0352                          STATION RECOVERY (1964)
 DL0352
 DL0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0355 ***********************************************************************
 DL0355  DESIGNATION -  RV 213
 DL0355  PID         -  DL0355
 DL0355  STATE/COUNTY-  AR/OUACHITA
 DL0355  USGS QUAD   -  EAGLE MILLS (1985)
 DL0355
 DL0355                         *CURRENT SURVEY CONTROL
 DL0355  ___________________________________________________________________
 DL0355* NAD 83(1986)-  33 40 04.     (N)    092 44 46.     (W)     SCALED    
 DL0355* NAVD 88     -        37.786  (meters)     123.97   (feet)  ADJUSTED  
 DL0355  ___________________________________________________________________
 DL0355  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0355  DYNAMIC HT  -          37.748 (meters)     123.84  (feet)  COMP
 DL0355  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 DL0355
 DL0355  VERT ORDER  -  SECOND    CLASS 0
 DL0355
 DL0355.The horizontal coordinates were scaled from a topographic map and have
 DL0355.an estimated accuracy of +/- 6 seconds.
 DL0355
 DL0355.The orthometric height was determined by differential leveling
 DL0355.and adjusted by the National Geodetic Survey in June 1991..
 DL0355
 DL0355.The geoid height was determined by GEOID03.
 DL0355
 DL0355.The dynamic height is computed by dividing the NAVD 88
 DL0355.geopotential number by the normal gravity value computed on the
 DL0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0355.degrees latitude (g = 980.6199 gals.).
 DL0355
 DL0355.The modeled gravity was interpolated from observed gravity values.
 DL0355
 DL0355;                    North         East    Units  Estimated Accuracy
 DL0355;SPC AR S     -   511,290.      330,810.      MT  (+/- 180 meters Scaled)
 DL0355
 DL0355                          SUPERSEDED SURVEY CONTROL
 DL0355
 DL0355  NGVD 29 (??/??/92)   37.824  (m)          124.09   (f) ADJ UNCH    2 0
 DL0355
 DL0355.Superseded values are not recommended for survey control.
 DL0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0355.See file dsdata.txt to determine how the superseded data were derived.
 DL0355
 DL0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT235253(NAD 83)
 DL0355_MARKER: R = RIVET
 DL0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0355_SP_SET: CULVERT
 DL0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0355
 DL0355  HISTORY     - Date     Condition        Report By
 DL0355  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0355  HISTORY     - 1932     GOOD             NGS
 DL0355  HISTORY     - 1964     GOOD             NGS
 DL0355
 DL0355                          STATION DESCRIPTION
 DL0355
 DL0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0355'2.3 MI SW FROM EAGLE MILLS.
 DL0355'2.3 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0355'EAGLE MILLS, OUACHITA COUNTY, 23-3/4 POLES SOUTHWEST OF MILEPOST 329,
 DL0355'AT A CONCRETE PIPE CULVERT, AND IN THE TOP OF THE EAST END.  A
 DL0355'STANDARD MONEL-METAL RIVET.  NOTE-- MARK IS 12 3/4 POLES SW OF A NEW
 DL0355'OVERPASS ON U.S. HWY 79.
 DL0355
 DL0355                          STATION RECOVERY (1964)
 DL0355
 DL0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0359 ***********************************************************************
 DL0359  DESIGNATION -  RV 214
 DL0359  PID         -  DL0359
 DL0359  STATE/COUNTY-  AR/OUACHITA
 DL0359  USGS QUAD   -  HARMONY GROVE (1985)
 DL0359
 DL0359                         *CURRENT SURVEY CONTROL
 DL0359  ___________________________________________________________________
 DL0359* NAD 83(1986)-  33 38 56.     (N)    092 46 38.     (W)     SCALED    
 DL0359* NAVD 88     -        36.353  (meters)     119.27   (feet)  ADJUSTED  
 DL0359  ___________________________________________________________________
 DL0359  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0359  DYNAMIC HT  -          36.316 (meters)     119.15  (feet)  COMP
 DL0359  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 DL0359
 DL0359  VERT ORDER  -  SECOND    CLASS 0
 DL0359
 DL0359.The horizontal coordinates were scaled from a topographic map and have
 DL0359.an estimated accuracy of +/- 6 seconds.
 DL0359
 DL0359.The orthometric height was determined by differential leveling
 DL0359.and adjusted by the National Geodetic Survey in June 1991..
 DL0359
 DL0359.The geoid height was determined by GEOID03.
 DL0359
 DL0359.The dynamic height is computed by dividing the NAVD 88
 DL0359.geopotential number by the normal gravity value computed on the
 DL0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0359.degrees latitude (g = 980.6199 gals.).
 DL0359
 DL0359.The modeled gravity was interpolated from observed gravity values.
 DL0359
 DL0359;                    North         East    Units  Estimated Accuracy
 DL0359;SPC AR S     -   509,210.      327,910.      MT  (+/- 180 meters Scaled)
 DL0359
 DL0359                          SUPERSEDED SURVEY CONTROL
 DL0359
 DL0359  NGVD 29 (??/??/92)   36.390  (m)          119.39   (f) ADJ UNCH    2 0
 DL0359
 DL0359.Superseded values are not recommended for survey control.
 DL0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0359.See file dsdata.txt to determine how the superseded data were derived.
 DL0359
 DL0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT206232(NAD 83)
 DL0359_MARKER: R = RIVET
 DL0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0359_SP_SET: CULVERT
 DL0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0359
 DL0359  HISTORY     - Date     Condition        Report By
 DL0359  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0359  HISTORY     - 1932     GOOD             NGS
 DL0359  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0359
 DL0359                          STATION DESCRIPTION
 DL0359
 DL0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0359'5.8 MI N FROM CAMDEN.
 DL0359'LOCATED ON THE ST. LOUIS AND SOUTHWESTERN R.R. IN THE CENTER OF THE
 DL0359'WEST HEADWALL OF THE CONCRETE CULVERT AT MILE POLE 331-29 3/4.
 DL0359
 DL0359                          STATION RECOVERY (1960)
 DL0359
 DL0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0370 ***********************************************************************
 DL0370  DESIGNATION -  RV 215
 DL0370  PID         -  DL0370
 DL0370  STATE/COUNTY-  AR/OUACHITA
 DL0370  USGS QUAD   -  CAMDEN (1985)
 DL0370
 DL0370                         *CURRENT SURVEY CONTROL
 DL0370  ___________________________________________________________________
 DL0370* NAD 83(1986)-  33 37 26.     (N)    092 48 49.     (W)     SCALED    
 DL0370* NAVD 88     -        36.290  (meters)     119.06   (feet)  ADJUSTED  
 DL0370  ___________________________________________________________________
 DL0370  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0370  DYNAMIC HT  -          36.253 (meters)     118.94  (feet)  COMP
 DL0370  MODELED GRAV-     979,611.1   (mgal)                       NAVD 88
 DL0370
 DL0370  VERT ORDER  -  SECOND    CLASS 0
 DL0370
 DL0370.The horizontal coordinates were scaled from a topographic map and have
 DL0370.an estimated accuracy of +/- 6 seconds.
 DL0370
 DL0370.The orthometric height was determined by differential leveling
 DL0370.and adjusted by the National Geodetic Survey in June 1991..
 DL0370
 DL0370.The geoid height was determined by GEOID03.
 DL0370
 DL0370.The dynamic height is computed by dividing the NAVD 88
 DL0370.geopotential number by the normal gravity value computed on the
 DL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0370.degrees latitude (g = 980.6199 gals.).
 DL0370
 DL0370.The modeled gravity was interpolated from observed gravity values.
 DL0370
 DL0370;                    North         East    Units  Estimated Accuracy
 DL0370;SPC AR S     -   506,470.      324,510.      MT  (+/- 180 meters Scaled)
 DL0370
 DL0370                          SUPERSEDED SURVEY CONTROL
 DL0370
 DL0370  NGVD 29 (??/??/92)   36.326  (m)          119.18   (f) ADJ UNCH    2 0
 DL0370
 DL0370.Superseded values are not recommended for survey control.
 DL0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0370.See file dsdata.txt to determine how the superseded data were derived.
 DL0370
 DL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT172204(NAD 83)
 DL0370_MARKER: R = RIVET
 DL0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0370_SP_SET: FOUNDATION
 DL0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0370
 DL0370  HISTORY     - Date     Condition        Report By
 DL0370  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0370  HISTORY     - 1932     GOOD             NGS
 DL0370  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0370
 DL0370                          STATION DESCRIPTION
 DL0370
 DL0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DL0370'2.9 MI N FROM CAMDEN.
 DL0370'LOCATED ON THE ST. LOUIS AND SOUTHWESTERN R.R. IN THE CONCRETE
 DL0370'FOUNDATION OF THE TRAIN ORDER SIGNAL AT KENT STATION, AT MILE POLE
 DL0370'334-25.
 DL0370
 DL0370                          STATION RECOVERY (1960)
 DL0370
 DL0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0374 ***********************************************************************
 DL0374  DESIGNATION -  RV 217
 DL0374  PID         -  DL0374
 DL0374  STATE/COUNTY-  AR/OUACHITA
 DL0374  USGS QUAD   -  CAMDEN (1985)
 DL0374
 DL0374                         *CURRENT SURVEY CONTROL
 DL0374  ___________________________________________________________________
 DL0374* NAD 83(1986)-  33 35 16.     (N)    092 49 38.     (W)     SCALED    
 DL0374* NAVD 88     -        44.919  (meters)     147.37   (feet)  ADJUSTED  
 DL0374  ___________________________________________________________________
 DL0374  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0374  DYNAMIC HT  -          44.873 (meters)     147.22  (feet)  COMP
 DL0374  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 DL0374
 DL0374  VERT ORDER  -  FIRST     CLASS II
 DL0374
 DL0374.The horizontal coordinates were scaled from a topographic map and have
 DL0374.an estimated accuracy of +/- 6 seconds.
 DL0374
 DL0374.The orthometric height was determined by differential leveling
 DL0374.and adjusted by the National Geodetic Survey in June 1991..
 DL0374.WARNING-Repeat measurements at this control monument indicate possible
 DL0374.vertical movement.
 DL0374
 DL0374.The geoid height was determined by GEOID03.
 DL0374
 DL0374.The dynamic height is computed by dividing the NAVD 88
 DL0374.geopotential number by the normal gravity value computed on the
 DL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0374.degrees latitude (g = 980.6199 gals.).
 DL0374
 DL0374.The modeled gravity was interpolated from observed gravity values.
 DL0374
 DL0374;                    North         East    Units  Estimated Accuracy
 DL0374;SPC AR S     -   502,470.      323,220.      MT  (+/- 180 meters Scaled)
 DL0374
 DL0374                          SUPERSEDED SURVEY CONTROL
 DL0374
 DL0374  NGVD 29 (??/??/92)   44.944  (m)          147.45   (f) ADJ UNCH    1 2
 DL0374
 DL0374.Superseded values are not recommended for survey control.
 DL0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0374.See file dsdata.txt to determine how the superseded data were derived.
 DL0374
 DL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT160164(NAD 83)
 DL0374_MARKER: R = RIVET
 DL0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0374_SP_SET: ABUTMENT
 DL0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0374
 DL0374  HISTORY     - Date     Condition        Report By
 DL0374  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0374  HISTORY     - 1960     GOOD             NGS
 DL0374  HISTORY     - 1964     GOOD             NGS
 DL0374
 DL0374                          STATION DESCRIPTION
 DL0374
 DL0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0374'0.55 MI NE FROM CAMDEN.
 DL0374'ABOUT 0.55 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0374'FROM THE MISSOURI PACIFIC RAILROAD STATION AT CAMDEN, SET IN THE TOP
 DL0374'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF AN ABANDONED
 DL0374'UNDERPASS, THIS UNDERPASS HAS BEEN FILLED IN WITH DIRT, 133 FEET SOUTH
 DL0374'OF THE CENTER LINE OF U.S. HIGHWAY 79 UNDERPASS, 187 FEET NORTH OF THE
 DL0374'CENTER LINE OF THE CROSSING WITH WASHINGTON STREET, 46 FEET WEST OF
 DL0374'THE CENTER OF THE WEST RAIL OF THE MAIN TRACK, AND ABOUT 2 FEET BELOW
 DL0374'THE TRACKS.
 DL0374
 DL0374                          STATION RECOVERY (1964)
 DL0374
 DL0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0510 ***********************************************************************
 FF0510  DESIGNATION -  RV 218
 FF0510  PID         -  FF0510
 FF0510  STATE/COUNTY-  AR/ST FRANCIS
 FF0510  USGS QUAD   -  FORREST CITY (1976)
 FF0510
 FF0510                         *CURRENT SURVEY CONTROL
 FF0510  ___________________________________________________________________
 FF0510* NAD 83(1986)-  35 02 15.     (N)    090 48 16.     (W)     SCALED    
 FF0510* NAVD 88     -        74.776  (meters)     245.33   (feet)  ADJUSTED  
 FF0510  ___________________________________________________________________
 FF0510  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FF0510  DYNAMIC HT  -          74.708 (meters)     245.10  (feet)  COMP
 FF0510  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 FF0510
 FF0510  VERT ORDER  -  FIRST     CLASS II
 FF0510
 FF0510.The horizontal coordinates were scaled from a topographic map and have
 FF0510.an estimated accuracy of +/- 6 seconds.
 FF0510
 FF0510.The orthometric height was determined by differential leveling
 FF0510.and adjusted by the National Geodetic Survey in June 1991..
 FF0510.WARNING-Repeat measurements at this control monument indicate possible
 FF0510.vertical movement.
 FF0510
 FF0510.The geoid height was determined by GEOID03.
 FF0510
 FF0510.The dynamic height is computed by dividing the NAVD 88
 FF0510.geopotential number by the normal gravity value computed on the
 FF0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0510.degrees latitude (g = 980.6199 gals.).
 FF0510
 FF0510.The modeled gravity was interpolated from observed gravity values.
 FF0510
 FF0510;                    North         East    Units  Estimated Accuracy
 FF0510;SPC AR N     -    78,780.      509,090.      MT  (+/- 180 meters Scaled)
 FF0510
 FF0510                          SUPERSEDED SURVEY CONTROL
 FF0510
 FF0510  NGVD 29 (??/??/??)   74.756  (m)          245.26   (f) ADJUSTED    1 2
 FF0510
 FF0510.Superseded values are not recommended for survey control.
 FF0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0510.See file dsdata.txt to determine how the superseded data were derived.
 FF0510
 FF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU002794(NAD 83)
 FF0510_MARKER: R = RIVET
 FF0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0510_SP_SET: BRIDGE ABUTMENT
 FF0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0510+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 FF0510
 FF0510  HISTORY     - Date     Condition        Report By
 FF0510  HISTORY     - UNK      MONUMENTED       MPRR
 FF0510  HISTORY     - 1956     GOOD             CGS
 FF0510  HISTORY     - 20030603 GOOD             USACE
 FF0510
 FF0510                          STATION DESCRIPTION
 FF0510
 FF0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0510'2.4 MI N FROM FORREST CITY.
 FF0510'ABOUT 2.45 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0510'STATION AT FORREST CITY, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 FF0510'NORTHWEST AND ACROSS TRACK FROM TELEPHONE NO. 293/15, 7 1/2 FEET
 FF0510'WEST OF WEST RAIL, 84 FEET NORTH OF CENTER LINE OF GRAVEL ROAD,
 FF0510'A MONEL METAL RIVET IN THE TOP OF SOUTHEAST END OF NORTHWEST WING
 FF0510'WALL OF NORTH CONCRETE ABUTMENT OF BRIDGE NO. 293.5 AND ABOUT 3 FEET
 FF0510'BELOW LEVEL OF TRACK.  NOTE-- THE BRIDGE AND WINGWALLS ARE BADLY
 FF0510'CRACKED AND MARK WOULD APPEAR TO BE UNSTABLE.
 FF0510
 FF0510                          STATION RECOVERY (2003)
 FF0510
 FF0510'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0513 ***********************************************************************
 FF0513  DESIGNATION -  RV 219
 FF0513  PID         -  FF0513
 FF0513  STATE/COUNTY-  AR/ST FRANCIS
 FF0513  USGS QUAD   -  FORREST CITY (1976)
 FF0513
 FF0513                         *CURRENT SURVEY CONTROL
 FF0513  ___________________________________________________________________
 FF0513* NAD 83(1986)-  35 03 56.     (N)    090 48 58.     (W)     SCALED    
 FF0513* NAVD 88     -        74.022  (meters)     242.85   (feet)  ADJUSTED  
 FF0513  ___________________________________________________________________
 FF0513  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FF0513  DYNAMIC HT  -          73.955 (meters)     242.63  (feet)  COMP
 FF0513  MODELED GRAV-     979,727.3   (mgal)                       NAVD 88
 FF0513
 FF0513  VERT ORDER  -  FIRST     CLASS II
 FF0513
 FF0513.The horizontal coordinates were scaled from a topographic map and have
 FF0513.an estimated accuracy of +/- 6 seconds.
 FF0513
 FF0513.The orthometric height was determined by differential leveling
 FF0513.and adjusted by the National Geodetic Survey in June 1991..
 FF0513
 FF0513.The geoid height was determined by GEOID03.
 FF0513
 FF0513.The dynamic height is computed by dividing the NAVD 88
 FF0513.geopotential number by the normal gravity value computed on the
 FF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0513.degrees latitude (g = 980.6199 gals.).
 FF0513
 FF0513.The modeled gravity was interpolated from observed gravity values.
 FF0513
 FF0513;                    North         East    Units  Estimated Accuracy
 FF0513;SPC AR N     -    81,880.      507,980.      MT  (+/- 180 meters Scaled)
 FF0513
 FF0513                          SUPERSEDED SURVEY CONTROL
 FF0513
 FF0513  NGVD 29 (??/??/??)   74.000  (m)          242.78   (f) ADJUSTED    1 2
 FF0513
 FF0513.Superseded values are not recommended for survey control.
 FF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0513.See file dsdata.txt to determine how the superseded data were derived.
 FF0513
 FF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU991824(NAD 83)
 FF0513_MARKER: R = RIVET
 FF0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0513_SP_SET: BRIDGE ABUTMENT
 FF0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0513+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 FF0513
 FF0513  HISTORY     - Date     Condition        Report By
 FF0513  HISTORY     - UNK      MONUMENTED       MPRR
 FF0513  HISTORY     - 1956     GOOD             CGS
 FF0513  HISTORY     - 20030603 GOOD             USACE
 FF0513
 FF0513                          STATION DESCRIPTION
 FF0513
 FF0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0513'0.6 MI S FROM CALDWELL.
 FF0513'ABOUT 0.65 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0513'THE ROAD CROSSING AT CALDWELL, ABOUT 68 YARDS NORTH OF CROSSING OF
 FF0513'A NORTHEAST-SOUTHWEST GRAVEL ROAD, NEAR TELEPHONE POLE NO. 291/15,
 FF0513'A MONEL METAL RIVET IN THE TOP OF WEST END OF THE BACK WALL OF THE
 FF0513'SOUTH CONCRETE ABUTMENT OF BRIDGE NO. 291.5, 7 1/2 FEET WEST OF
 FF0513'WEST RAIL AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 FF0513
 FF0513                          STATION RECOVERY (2003)
 FF0513
 FF0513'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1204 ***********************************************************************
 FF1204  DESIGNATION -  RV 22
 FF1204  PID         -  FF1204
 FF1204  STATE/COUNTY-  AR/WHITE
 FF1204  USGS QUAD   -  BRADFORD (1980)
 FF1204
 FF1204                         *CURRENT SURVEY CONTROL
 FF1204  ___________________________________________________________________
 FF1204* NAD 83(1986)-  35 24 25.     (N)    091 27 44.     (W)     SCALED    
 FF1204* NAVD 88     -        68.740  (meters)     225.52   (feet)  ADJUSTED  
 FF1204  ___________________________________________________________________
 FF1204  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1204  DYNAMIC HT  -          68.680 (meters)     225.33  (feet)  COMP
 FF1204  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FF1204
 FF1204  VERT ORDER  -  FIRST     CLASS II
 FF1204
 FF1204.The horizontal coordinates were scaled from a topographic map and have
 FF1204.an estimated accuracy of +/- 6 seconds.
 FF1204
 FF1204.The orthometric height was determined by differential leveling
 FF1204.and adjusted by the National Geodetic Survey in June 1991..
 FF1204
 FF1204.The geoid height was determined by GEOID03.
 FF1204
 FF1204.The dynamic height is computed by dividing the NAVD 88
 FF1204.geopotential number by the normal gravity value computed on the
 FF1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1204.degrees latitude (g = 980.6199 gals.).
 FF1204
 FF1204.The modeled gravity was interpolated from observed gravity values.
 FF1204
 FF1204;                    North         East    Units  Estimated Accuracy
 FF1204;SPC AR N     -   119,240.      448,850.      MT  (+/- 180 meters Scaled)
 FF1204
 FF1204                          SUPERSEDED SURVEY CONTROL
 FF1204
 FF1204  NGVD 29 (??/??/??)   68.688  (m)          225.35   (f) ADJUSTED    1 2
 FF1204
 FF1204.Superseded values are not recommended for survey control.
 FF1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1204.See file dsdata.txt to determine how the superseded data were derived.
 FF1204
 FF1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV396192(NAD 83)
 FF1204_MARKER: R = RIVET
 FF1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1204_SP_SET: CULVERT
 FF1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1204+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 FF1204
 FF1204  HISTORY     - Date     Condition        Report By
 FF1204  HISTORY     - UNK      MONUMENTED       MPRR
 FF1204  HISTORY     - 1931     GOOD             CGS
 FF1204  HISTORY     - 1934     GOOD             CGS
 FF1204  HISTORY     - 20030529 GOOD             USACE
 FF1204
 FF1204                          STATION DESCRIPTION
 FF1204
 FF1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1204'1.1 MI SW FROM BRADFORD.
 FF1204'ABOUT 1.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1204'BRADFORD, WHITE COUNTY, OPPOSITE POLE 279+11, AND IN THE CENTER OF
 FF1204'THE EAST CONCRETE HEAD WALL OF A 30-INCH VITRIFIED-PIPE CULVERT.
 FF1204'A STANDARD MONEL-METAL RIVET.
 FF1204
 FF1204                          STATION RECOVERY (1934)
 FF1204
 FF1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1204'RECOVERED IN GOOD CONDITION.
 FF1204
 FF1204                          STATION RECOVERY (2003)
 FF1204
 FF1204'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0021 ***********************************************************************
 FH0021  DESIGNATION -  RV 22
 FH0021  PID         -  FH0021
 FH0021  STATE/COUNTY-  AR/WASHINGTON
 FH0021  USGS QUAD   -  WINSLOW (1983)
 FH0021
 FH0021                         *CURRENT SURVEY CONTROL
 FH0021  ___________________________________________________________________
 FH0021* NAD 83(1986)-  35 45 22.     (N)    094 08 40.     (W)     SCALED    
 FH0021* NAVD 88     -       426.030  (meters)    1397.73   (feet)  ADJUSTED  
 FH0021  ___________________________________________________________________
 FH0021  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FH0021  DYNAMIC HT  -         425.623 (meters)    1396.40  (feet)  COMP
 FH0021  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 FH0021
 FH0021  VERT ORDER  -  FIRST     CLASS II
 FH0021
 FH0021.The horizontal coordinates were scaled from a topographic map and have
 FH0021.an estimated accuracy of +/- 6 seconds.
 FH0021
 FH0021.The orthometric height was determined by differential leveling
 FH0021.and adjusted by the National Geodetic Survey in June 1991..
 FH0021
 FH0021.The geoid height was determined by GEOID03.
 FH0021
 FH0021.The dynamic height is computed by dividing the NAVD 88
 FH0021.geopotential number by the normal gravity value computed on the
 FH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0021.degrees latitude (g = 980.6199 gals.).
 FH0021
 FH0021.The modeled gravity was interpolated from observed gravity values.
 FH0021
 FH0021;                    North         East    Units  Estimated Accuracy
 FH0021;SPC AR N     -   159,960.      206,080.      MT  (+/- 180 meters Scaled)
 FH0021
 FH0021                          SUPERSEDED SURVEY CONTROL
 FH0021
 FH0021  NGVD 29 (??/??/92)  425.875  (m)         1397.22   (f) ADJ UNCH    1 2
 FH0021
 FH0021.Superseded values are not recommended for survey control.
 FH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0021.See file dsdata.txt to determine how the superseded data were derived.
 FH0021
 FH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV965575(NAD 83)
 FH0021_MARKER: R = RIVET
 FH0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0021_SP_SET: BRIDGE ABUTMENT
 FH0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0021
 FH0021  HISTORY     - Date     Condition        Report By
 FH0021  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0021  HISTORY     - 1960     MARK NOT FOUND   NGS
 FH0021
 FH0021                          STATION DESCRIPTION
 FH0021
 FH0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0021'2.8 MI N FROM SCHABERG.
 FH0021'IN WASHINGTON COUNTY, 2.8 MILES NORTH ALONG THE ST. LOUIS-SAN
 FH0021'FRANCISCO RAILWAY FROM SCHABERG, CRAWFORD COUNTY, AT MILEAGE
 FH0021'378.2, AND IN THE TOP OF THE EAST SIDE OF THE NORTH CONCRETE
 FH0021'ABUTMENT OF A BRIDGE.  A STANDARD MONEL-METAL RIVET.  NOTE-- THIS
 FH0021'RIVET COULD NOT BE FOUND.  IT WAS ALSO SEARCHED FOR AND NOT
 FH0021'RECOVERED IN FEBRUARY 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0024 ***********************************************************************
 FH0024  DESIGNATION -  RV 22 A
 FH0024  PID         -  FH0024
 FH0024  STATE/COUNTY-  AR/CRAWFORD
 FH0024  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0024
 FH0024                         *CURRENT SURVEY CONTROL
 FH0024  ___________________________________________________________________
 FH0024* NAD 83(1986)-  35 43 39.     (N)    094 09 36.     (W)     SCALED    
 FH0024* NAVD 88     -       340.847  (meters)    1118.26   (feet)  ADJUSTED  
 FH0024  ___________________________________________________________________
 FH0024  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FH0024  DYNAMIC HT  -         340.528 (meters)    1117.22  (feet)  COMP
 FH0024  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 FH0024
 FH0024  VERT ORDER  -  FIRST     CLASS II
 FH0024
 FH0024.The horizontal coordinates were scaled from a topographic map and have
 FH0024.an estimated accuracy of +/- 6 seconds.
 FH0024
 FH0024.The orthometric height was determined by differential leveling
 FH0024.and adjusted by the National Geodetic Survey in June 1991..
 FH0024
 FH0024.The geoid height was determined by GEOID03.
 FH0024
 FH0024.The dynamic height is computed by dividing the NAVD 88
 FH0024.geopotential number by the normal gravity value computed on the
 FH0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0024.degrees latitude (g = 980.6199 gals.).
 FH0024
 FH0024.The modeled gravity was interpolated from observed gravity values.
 FH0024
 FH0024;                    North         East    Units  Estimated Accuracy
 FH0024;SPC AR N     -   156,820.      204,610.      MT  (+/- 180 meters Scaled)
 FH0024
 FH0024                          SUPERSEDED SURVEY CONTROL
 FH0024
 FH0024  NGVD 29 (??/??/92)  340.703  (m)         1117.79   (f) ADJ UNCH    1 2
 FH0024
 FH0024.Superseded values are not recommended for survey control.
 FH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0024.See file dsdata.txt to determine how the superseded data were derived.
 FH0024
 FH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV950543(NAD 83)
 FH0024_MARKER: R = RIVET
 FH0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0024_SP_SET: BRIDGE ABUTMENT
 FH0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0024
 FH0024  HISTORY     - Date     Condition        Report By
 FH0024  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0024  HISTORY     - 1960     GOOD             NGS
 FH0024
 FH0024                          STATION DESCRIPTION
 FH0024
 FH0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0024'0.5 MI N FROM SCHABERG.
 FH0024'1/2 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0024'SCHABERG, CRAWFORD COUNTY, AT RAILROAD BRIDGE 380.5, AND IN THE
 FH0024'TOP OF THE EAST SIDE OF THE NORTH ABUTMENT.  A STANDARD MONEL-METAL
 FH0024'RIVET.  NOTE-- THE BRIDGE HAS BEEN REPLACED BY A CORRUGATED IRON
 FH0024'CULVERT AND RIVET WAS PROBABLY DESTROYED WHEN THIS WAS DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0524 ***********************************************************************
 FF0524  DESIGNATION -  RV 220
 FF0524  PID         -  FF0524
 FF0524  STATE/COUNTY-  AR/CROSS
 FF0524  USGS QUAD   -  WYNNE (1992)
 FF0524
 FF0524                         *CURRENT SURVEY CONTROL
 FF0524  ___________________________________________________________________
 FF0524* NAD 83(1986)-  35 09 46.     (N)    090 48 21.     (W)     SCALED    
 FF0524* NAVD 88     -        75.928  (meters)     249.11   (feet)  ADJUSTED  
 FF0524  ___________________________________________________________________
 FF0524  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 FF0524  DYNAMIC HT  -          75.860 (meters)     248.88  (feet)  COMP
 FF0524  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FF0524
 FF0524  VERT ORDER  -  FIRST     CLASS II
 FF0524
 FF0524.The horizontal coordinates were scaled from a topographic map and have
 FF0524.an estimated accuracy of +/- 6 seconds.
 FF0524
 FF0524.The orthometric height was determined by differential leveling
 FF0524.and adjusted by the National Geodetic Survey in June 1991..
 FF0524.WARNING-Repeat measurements at this control monument indicate possible
 FF0524.vertical movement.
 FF0524
 FF0524.The geoid height was determined by GEOID03.
 FF0524
 FF0524.The dynamic height is computed by dividing the NAVD 88
 FF0524.geopotential number by the normal gravity value computed on the
 FF0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0524.degrees latitude (g = 980.6199 gals.).
 FF0524
 FF0524.The modeled gravity was interpolated from observed gravity values.
 FF0524
 FF0524;                    North         East    Units  Estimated Accuracy
 FF0524;SPC AR N     -    92,680.      508,790.      MT  (+/- 180 meters Scaled)
 FF0524
 FF0524                          SUPERSEDED SURVEY CONTROL
 FF0524
 FF0524  NGVD 29 (??/??/??)   75.898  (m)          249.01   (f) ADJUSTED    1 2
 FF0524
 FF0524.Superseded values are not recommended for survey control.
 FF0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0524.See file dsdata.txt to determine how the superseded data were derived.
 FF0524
 FF0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU998932(NAD 83)
 FF0524_MARKER: R = RIVET
 FF0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0524_SP_SET: CULVERT
 FF0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0524+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 FF0524
 FF0524  HISTORY     - Date     Condition        Report By
 FF0524  HISTORY     - UNK      MONUMENTED       MPRR
 FF0524  HISTORY     - 1956     GOOD             CGS
 FF0524  HISTORY     - 20030602 GOOD             USACE
 FF0524
 FF0524                          STATION DESCRIPTION
 FF0524
 FF0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0524'2.2 MI N FROM COLT.
 FF0524'ABOUT 2.15 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0524'THE ROAD CROSSING AT COLT, ABOUT 1.1 MILES NORTH OF THE ST.
 FF0524'FRANCIS-CROSS COUNTY LINE, AT A GRAVEL ROAD CROSSING, NEAR
 FF0524'TELEPHONE POLE NO. 284/20, 8 1/2 FEET WEST OF WEST RAIL OF MAIN
 FF0524'TRACK, 88 FEET NORTH OF CENTER OF CROSSING OF GRAVEL ROAD, A
 FF0524'MONEL METAL RIVET IN THE TOP OF THE SOUTHWEST CORNER OF WEST
 FF0524'HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 23 1/2 FEET NORTHEAST
 FF0524'OF A SIGN Q SIDING, AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 FF0524
 FF0524                          STATION RECOVERY (2003)
 FF0524
 FF0524'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0525 ***********************************************************************
 FF0525  DESIGNATION -  RV 221
 FF0525  PID         -  FF0525
 FF0525  STATE/COUNTY-  AR/CROSS
 FF0525  USGS QUAD   -  WYNNE (1992)
 FF0525
 FF0525                         *CURRENT SURVEY CONTROL
 FF0525  ___________________________________________________________________
 FF0525* NAD 83(1986)-  35 10 14.     (N)    090 48 14.     (W)     SCALED    
 FF0525* NAVD 88     -        75.882  (meters)     248.96   (feet)  ADJUSTED  
 FF0525  ___________________________________________________________________
 FF0525  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF0525  DYNAMIC HT  -          75.813 (meters)     248.73  (feet)  COMP
 FF0525  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 FF0525
 FF0525  VERT ORDER  -  FIRST     CLASS II
 FF0525
 FF0525.The horizontal coordinates were scaled from a topographic map and have
 FF0525.an estimated accuracy of +/- 6 seconds.
 FF0525
 FF0525.The orthometric height was determined by differential leveling
 FF0525.and adjusted by the National Geodetic Survey in June 1991..
 FF0525
 FF0525.The geoid height was determined by GEOID03.
 FF0525
 FF0525.The dynamic height is computed by dividing the NAVD 88
 FF0525.geopotential number by the normal gravity value computed on the
 FF0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0525.degrees latitude (g = 980.6199 gals.).
 FF0525
 FF0525.The modeled gravity was interpolated from observed gravity values.
 FF0525
 FF0525;                    North         East    Units  Estimated Accuracy
 FF0525;SPC AR N     -    93,550.      508,960.      MT  (+/- 180 meters Scaled)
 FF0525
 FF0525                          SUPERSEDED SURVEY CONTROL
 FF0525
 FF0525  NGVD 29 (??/??/??)   75.852  (m)          248.86   (f) ADJUSTED    1 2
 FF0525
 FF0525.Superseded values are not recommended for survey control.
 FF0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0525.See file dsdata.txt to determine how the superseded data were derived.
 FF0525
 FF0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU999941(NAD 83)
 FF0525_MARKER: R = RIVET
 FF0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0525_SP_SET: CULVERT
 FF0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0525+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 FF0525
 FF0525  HISTORY     - Date     Condition        Report By
 FF0525  HISTORY     - UNK      MONUMENTED       MPRR
 FF0525  HISTORY     - 1956     GOOD             CGS
 FF0525  HISTORY     - 20030602 GOOD             USACE
 FF0525
 FF0525                          STATION DESCRIPTION
 FF0525
 FF0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0525'3.8 MI S FROM WYNNE.
 FF0525'ABOUT 3.85 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0525'THE STATION AT WYNNE, ABOUT 2.65 MILES NORTH OF THE ROAD CROSSING
 FF0525'AT COLT, ST. FRANCIS COUNTY, ABOUT 0.6 MILE SOUTH OF ROAD
 FF0525'CROSSING AT MEBANE, ABOUT 0.5 MILE NORTH OF AN EAST-WEST ROAD
 FF0525'CROSSING, NEAR TELEPHONE POLE NO. 284/05, A MONEL METAL RIVET IN
 FF0525'THE TOP OF THE SOUTHWEST CORNER OF WEST CONCRETE HEAD WALL OF A
 FF0525'24-INCH CAST IRON PIPE CULVERT, 9 1/2 FEET WEST OF WEST RAIL AND
 FF0525'ABOUT 2 FEET BELOW LEVEL OF TRACK.
 FF0525
 FF0525                          STATION RECOVERY (2003)
 FF0525
 FF0525'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0530 ***********************************************************************
 FF0530  DESIGNATION -  RV 222
 FF0530  PID         -  FF0530
 FF0530  STATE/COUNTY-  AR/CROSS
 FF0530  USGS QUAD   -  WYNNE (1992)
 FF0530
 FF0530                         *CURRENT SURVEY CONTROL
 FF0530  ___________________________________________________________________
 FF0530* NAD 83(1986)-  35 12 29.     (N)    090 47 45.     (W)     SCALED    
 FF0530* NAVD 88     -        77.190  (meters)     253.25   (feet)  ADJUSTED  
 FF0530  ___________________________________________________________________
 FF0530  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF0530  DYNAMIC HT  -          77.120 (meters)     253.02  (feet)  COMP
 FF0530  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 FF0530
 FF0530  VERT ORDER  -  FIRST     CLASS II
 FF0530
 FF0530.The horizontal coordinates were scaled from a topographic map and have
 FF0530.an estimated accuracy of +/- 6 seconds.
 FF0530
 FF0530.The orthometric height was determined by differential leveling
 FF0530.and adjusted by the National Geodetic Survey in June 1991..
 FF0530.WARNING-Repeat measurements at this control monument indicate possible
 FF0530.vertical movement.
 FF0530
 FF0530.The geoid height was determined by GEOID03.
 FF0530
 FF0530.The dynamic height is computed by dividing the NAVD 88
 FF0530.geopotential number by the normal gravity value computed on the
 FF0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0530.degrees latitude (g = 980.6199 gals.).
 FF0530
 FF0530.The modeled gravity was interpolated from observed gravity values.
 FF0530
 FF0530;                    North         East    Units  Estimated Accuracy
 FF0530;SPC AR N     -    97,710.      509,640.      MT  (+/- 180 meters Scaled)
 FF0530
 FF0530                          SUPERSEDED SURVEY CONTROL
 FF0530
 FF0530  NGVD 29 (??/??/??)   77.159  (m)          253.15   (f) ADJUSTED    1 2
 FF0530
 FF0530.Superseded values are not recommended for survey control.
 FF0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0530.See file dsdata.txt to determine how the superseded data were derived.
 FF0530
 FF0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU006983(NAD 83)
 FF0530_MARKER: R = RIVET
 FF0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0530_SP_SET: CULVERT
 FF0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0530
 FF0530  HISTORY     - Date     Condition        Report By
 FF0530  HISTORY     - UNK      MONUMENTED       MPRR
 FF0530  HISTORY     - 1956     GOOD             CGS
 FF0530
 FF0530                          STATION DESCRIPTION
 FF0530
 FF0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0530'1.2 MI S FROM WYNNE.
 FF0530'ABOUT 1.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0530'THE STATION AT WYNNE, BETWEEN TELEPHONE POLES NO. 281/15 AND
 FF0530'281/16, ABOUT 42 YARDS SOUTH OF A NARROW EAST-WEST ROAD CROSSING,
 FF0530'A MONEL METAL RIVET IN THE TOP OF SOUTHWEST CORNER OF WEST HEAD
 FF0530'WALL OF A 12-FOOT CONCRETE CULVERT WITH PARTITION, 8 FEET WEST
 FF0530'OF WEST RAIL OF MAIN TRACK AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 FF0530'TRACK.  NOTE-- THE CONCRETE HAS BEEN CHIPPED AWAY FROM AROUND
 FF0530'RIVET SO THAT IT NOW PROJECTS ABOUT 1 INCH OUT OF CONCRETE.
 FF0530'IT DOES NOT APPEAR TO HAVE BENT OR DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0532 ***********************************************************************
 FF0532  DESIGNATION -  RV 223
 FF0532  PID         -  FF0532
 FF0532  STATE/COUNTY-  AR/CROSS
 FF0532  USGS QUAD   -  WYNNE (1992)
 FF0532
 FF0532                         *CURRENT SURVEY CONTROL
 FF0532  ___________________________________________________________________
 FF0532* NAD 83(1986)-  35 13 01.     (N)    090 47 36.     (W)     SCALED    
 FF0532* NAVD 88     -        76.856  (meters)     252.15   (feet)  ADJUSTED  
 FF0532  ___________________________________________________________________
 FF0532  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0532  DYNAMIC HT  -          76.787 (meters)     251.93  (feet)  COMP
 FF0532  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 FF0532
 FF0532  VERT ORDER  -  FIRST     CLASS II
 FF0532
 FF0532.The horizontal coordinates were scaled from a topographic map and have
 FF0532.an estimated accuracy of +/- 6 seconds.
 FF0532
 FF0532.The orthometric height was determined by differential leveling
 FF0532.and adjusted by the National Geodetic Survey in June 1991..
 FF0532
 FF0532.The geoid height was determined by GEOID03.
 FF0532
 FF0532.The dynamic height is computed by dividing the NAVD 88
 FF0532.geopotential number by the normal gravity value computed on the
 FF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0532.degrees latitude (g = 980.6199 gals.).
 FF0532
 FF0532.The modeled gravity was interpolated from observed gravity values.
 FF0532
 FF0532;                    North         East    Units  Estimated Accuracy
 FF0532;SPC AR N     -    98,700.      509,860.      MT  (+/- 180 meters Scaled)
 FF0532
 FF0532                          SUPERSEDED SURVEY CONTROL
 FF0532
 FF0532  NGVD 29 (??/??/??)   76.824  (m)          252.05   (f) ADJUSTED    1 2
 FF0532
 FF0532.Superseded values are not recommended for survey control.
 FF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0532.See file dsdata.txt to determine how the superseded data were derived.
 FF0532
 FF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU008993(NAD 83)
 FF0532_MARKER: R = RIVET
 FF0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0532_SP_SET: CULVERT
 FF0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0532+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 FF0532
 FF0532  HISTORY     - Date     Condition        Report By
 FF0532  HISTORY     - UNK      MONUMENTED       MPRR
 FF0532  HISTORY     - 1956     GOOD             CGS
 FF0532  HISTORY     - 20030602 GOOD             USACE
 FF0532
 FF0532                          STATION DESCRIPTION
 FF0532
 FF0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0532'0.6 MI S FROM WYNNE.
 FF0532'ABOUT 0.6 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0532'THE STATION AT WYNNE, BETWEEN TELEPHONE POLES 280/27 AND 280/28,
 FF0532'A MONEL METAL RIVET IN THE TOP OF SOUTHWEST CORNER OF WEST HEAD
 FF0532'WALL OF AN 8-FOOT CONCRETE CULVERT WITH PARTITION, 9 1/2 FEET
 FF0532'WEST OF WEST RAIL OF MAIN TRACK AND ABOUT 1 1/2 FEET BELOW LEVEL
 FF0532'OF TRACK.
 FF0532
 FF0532                          STATION RECOVERY (2003)
 FF0532
 FF0532'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0541 ***********************************************************************
 FF0541  DESIGNATION -  RV 224
 FF0541  PID         -  FF0541
 FF0541  STATE/COUNTY-  AR/CROSS
 FF0541  USGS QUAD   -  WYNNE (1992)
 FF0541
 FF0541                         *CURRENT SURVEY CONTROL
 FF0541  ___________________________________________________________________
 FF0541* NAD 83(1986)-  35 13 35.     (N)    090 48 36.     (W)     SCALED    
 FF0541* NAVD 88     -        72.936  (meters)     239.29   (feet)  ADJUSTED  
 FF0541  ___________________________________________________________________
 FF0541  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0541  DYNAMIC HT  -          72.870 (meters)     239.07  (feet)  COMP
 FF0541  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 FF0541
 FF0541  VERT ORDER  -  SECOND    CLASS 0
 FF0541
 FF0541.The horizontal coordinates were scaled from a topographic map and have
 FF0541.an estimated accuracy of +/- 6 seconds.
 FF0541
 FF0541.The orthometric height was determined by differential leveling
 FF0541.and adjusted by the National Geodetic Survey in June 1991..
 FF0541
 FF0541.The geoid height was determined by GEOID03.
 FF0541
 FF0541.The dynamic height is computed by dividing the NAVD 88
 FF0541.geopotential number by the normal gravity value computed on the
 FF0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0541.degrees latitude (g = 980.6199 gals.).
 FF0541
 FF0541.The modeled gravity was interpolated from observed gravity values.
 FF0541
 FF0541;                    North         East    Units  Estimated Accuracy
 FF0541;SPC AR N     -    99,730.      508,330.      MT  (+/- 180 meters Scaled)
 FF0541
 FF0541                          SUPERSEDED SURVEY CONTROL
 FF0541
 FF0541  NGVD 29 (??/??/??)   72.890  (m)          239.14   (f) ADJUSTED    2 0
 FF0541
 FF0541.Superseded values are not recommended for survey control.
 FF0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0541.See file dsdata.txt to determine how the superseded data were derived.
 FF0541
 FF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV993003(NAD 83)
 FF0541_MARKER: R = RIVET
 FF0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0541+STABILITY: SURFACE MOTION
 FF0541
 FF0541  HISTORY     - Date     Condition        Report By
 FF0541  HISTORY     - UNK      MONUMENTED       MPRR
 FF0541  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0541
 FF0541                          STATION DESCRIPTION
 FF0541
 FF0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0541'1 MI W FROM WYNNE.
 FF0541'APPARENTLY NEW BASES AND THE OLD ONE COULD NOT BE LOCATED.
 FF0541'1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0541'STATION AT WYNNE, CROSS COUNTY, AT TELEPHONE POLE 331/10, AT
 FF0541'SIGNAL 331.5, AND IN THE SOUTHEAST CORNER OF THE CONCRETE
 FF0541'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0543 ***********************************************************************
 FF0543  DESIGNATION -  RV 225
 FF0543  PID         -  FF0543
 FF0543  STATE/COUNTY-  AR/CROSS
 FF0543  USGS QUAD   -  WYNNE (1992)
 FF0543
 FF0543                         *CURRENT SURVEY CONTROL
 FF0543  ___________________________________________________________________
 FF0543* NAD 83(1986)-  35 13 39.     (N)    090 49 28.     (W)     SCALED    
 FF0543* NAVD 88     -        71.608  (meters)     234.93   (feet)  ADJUSTED  
 FF0543  ___________________________________________________________________
 FF0543  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0543  DYNAMIC HT  -          71.543 (meters)     234.72  (feet)  COMP
 FF0543  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 FF0543
 FF0543  VERT ORDER  -  FIRST     CLASS II
 FF0543
 FF0543.The horizontal coordinates were scaled from a topographic map and have
 FF0543.an estimated accuracy of +/- 6 seconds.
 FF0543
 FF0543.The orthometric height was determined by differential leveling
 FF0543.and adjusted by the National Geodetic Survey in June 1991..
 FF0543.WARNING-Repeat measurements at this control monument indicate possible
 FF0543.vertical movement.
 FF0543
 FF0543.The geoid height was determined by GEOID03.
 FF0543
 FF0543.The dynamic height is computed by dividing the NAVD 88
 FF0543.geopotential number by the normal gravity value computed on the
 FF0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0543.degrees latitude (g = 980.6199 gals.).
 FF0543
 FF0543.The modeled gravity was interpolated from observed gravity values.
 FF0543
 FF0543;                    North         East    Units  Estimated Accuracy
 FF0543;SPC AR N     -    99,840.      507,010.      MT  (+/- 180 meters Scaled)
 FF0543
 FF0543                          SUPERSEDED SURVEY CONTROL
 FF0543
 FF0543  NGVD 29 (??/??/??)   71.575  (m)          234.83   (f) ADJUSTED    1 2
 FF0543
 FF0543.Superseded values are not recommended for survey control.
 FF0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0543.See file dsdata.txt to determine how the superseded data were derived.
 FF0543
 FF0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV979004(NAD 83)
 FF0543_MARKER: R = RIVET
 FF0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0543_SP_SET: CONCRETE BASE
 FF0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0543
 FF0543  HISTORY     - Date     Condition        Report By
 FF0543  HISTORY     - UNK      MONUMENTED       MPRR
 FF0543  HISTORY     - 1956     GOOD             CGS
 FF0543
 FF0543                          STATION DESCRIPTION
 FF0543
 FF0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0543'1.8 MI W FROM WYNNE.
 FF0543'ABOUT 1.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0543'THE STATION AT WYNNE, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE
 FF0543'POLES 330/19 AND 330/20, AT THE EAST END OF A CUT, A MONEL-METAL
 FF0543'RIVET IN THE TOP OF NORTHEAST CORNER OF CONCRETE BASE OF A
 FF0543'BATTERY BOX, 7 FEET SOUTH OF SOUTH RAIL AND ABOUT 1/2 FOOT
 FF0543'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0546 ***********************************************************************
 FF0546  DESIGNATION -  RV 226
 FF0546  PID         -  FF0546
 FF0546  STATE/COUNTY-  AR/CROSS
 FF0546  USGS QUAD   -  WYNNE (1992)
 FF0546
 FF0546                         *CURRENT SURVEY CONTROL
 FF0546  ___________________________________________________________________
 FF0546* NAD 83(1986)-  35 13 42.     (N)    090 50 05.     (W)     SCALED    
 FF0546* NAVD 88     -        71.434  (meters)     234.36   (feet)  ADJUSTED  
 FF0546  ___________________________________________________________________
 FF0546  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0546  DYNAMIC HT  -          71.370 (meters)     234.15  (feet)  COMP
 FF0546  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FF0546
 FF0546  VERT ORDER  -  FIRST     CLASS II
 FF0546
 FF0546.The horizontal coordinates were scaled from a topographic map and have
 FF0546.an estimated accuracy of +/- 6 seconds.
 FF0546
 FF0546.The orthometric height was determined by differential leveling
 FF0546.and adjusted by the National Geodetic Survey in June 1991..
 FF0546.WARNING-Repeat measurements at this control monument indicate possible
 FF0546.vertical movement.
 FF0546
 FF0546.The geoid height was determined by GEOID03.
 FF0546
 FF0546.The dynamic height is computed by dividing the NAVD 88
 FF0546.geopotential number by the normal gravity value computed on the
 FF0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0546.degrees latitude (g = 980.6199 gals.).
 FF0546
 FF0546.The modeled gravity was interpolated from observed gravity values.
 FF0546
 FF0546;                    North         East    Units  Estimated Accuracy
 FF0546;SPC AR N     -    99,920.      506,070.      MT  (+/- 180 meters Scaled)
 FF0546
 FF0546                          SUPERSEDED SURVEY CONTROL
 FF0546
 FF0546  NGVD 29 (??/??/??)   71.402  (m)          234.26   (f) ADJUSTED    1 2
 FF0546
 FF0546.Superseded values are not recommended for survey control.
 FF0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0546.See file dsdata.txt to determine how the superseded data were derived.
 FF0546
 FF0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV970005(NAD 83)
 FF0546_MARKER: R = RIVET
 FF0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0546_SP_SET: CONCRETE BASE
 FF0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0546
 FF0546  HISTORY     - Date     Condition        Report By
 FF0546  HISTORY     - UNK      MONUMENTED       MPRR
 FF0546  HISTORY     - 1956     GOOD             CGS
 FF0546
 FF0546                          STATION DESCRIPTION
 FF0546
 FF0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0546'2.4 MI W FROM WYNNE.
 FF0546'ABOUT 2.45 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0546'THE STATION AT WYNNE, ABOUT 0.1 MILE EAST OF A NORTH-SOUTH
 FF0546'ROAD CROSSING, 19 YARDS SOUTHWEST OF MILE POLE 330, 18 YARDS
 FF0546'NORTHWEST AND ACROSS TRACK FROM MILE POST 330, 7 1/2 FEET NORTH
 FF0546'OF NORTH RAIL AND IS A MONEL-METAL RIVET IN THE TOP OF SOUTHEAST
 FF0546'CORNER OF CONCRETE BASE OF SIGNAL NO. 329.9 AND ABOUT 1/2 FOOT
 FF0546'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0548 ***********************************************************************
 FF0548  DESIGNATION -  RV 227
 FF0548  PID         -  FF0548
 FF0548  STATE/COUNTY-  AR/CROSS
 FF0548  USGS QUAD   -  WYNNE (1992)
 FF0548
 FF0548                         *CURRENT SURVEY CONTROL
 FF0548  ___________________________________________________________________
 FF0548* NAD 83(1986)-  35 13 47.     (N)    090 51 01.     (W)     SCALED    
 FF0548* NAVD 88     -        69.136  (meters)     226.82   (feet)  ADJUSTED  
 FF0548  ___________________________________________________________________
 FF0548  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0548  DYNAMIC HT  -          69.074 (meters)     226.62  (feet)  COMP
 FF0548  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 FF0548
 FF0548  VERT ORDER  -  SECOND    CLASS 0
 FF0548
 FF0548.The horizontal coordinates were scaled from a topographic map and have
 FF0548.an estimated accuracy of +/- 6 seconds.
 FF0548
 FF0548.The orthometric height was determined by differential leveling
 FF0548.and adjusted by the National Geodetic Survey in June 1991..
 FF0548
 FF0548.The geoid height was determined by GEOID03.
 FF0548
 FF0548.The dynamic height is computed by dividing the NAVD 88
 FF0548.geopotential number by the normal gravity value computed on the
 FF0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0548.degrees latitude (g = 980.6199 gals.).
 FF0548
 FF0548.The modeled gravity was interpolated from observed gravity values.
 FF0548
 FF0548;                    North         East    Units  Estimated Accuracy
 FF0548;SPC AR N     -   100,060.      504,660.      MT  (+/- 180 meters Scaled)
 FF0548
 FF0548                          SUPERSEDED SURVEY CONTROL
 FF0548
 FF0548  NGVD 29 (??/??/??)   69.090  (m)          226.67   (f) ADJUSTED    2 0
 FF0548
 FF0548.Superseded values are not recommended for survey control.
 FF0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0548.See file dsdata.txt to determine how the superseded data were derived.
 FF0548
 FF0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV956006(NAD 83)
 FF0548_MARKER: R = RIVET
 FF0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0548+STABILITY: SURFACE MOTION
 FF0548
 FF0548  HISTORY     - Date     Condition        Report By
 FF0548  HISTORY     - UNK      MONUMENTED       MPRR
 FF0548  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0548
 FF0548                          STATION DESCRIPTION
 FF0548
 FF0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0548'3.3 MI W FROM WYNNE.
 FF0548'3.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0548'STATION AT WYNNE, CROSS COUNTY, AT TELEPHONE POLE 329/02, AT A
 FF0548'BATTERY BOX, AND IN THE NORTHEAST CORNER OF THE CONCRETE
 FF0548'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0549 ***********************************************************************
 FF0549  DESIGNATION -  RV 228
 FF0549  PID         -  FF0549
 FF0549  STATE/COUNTY-  AR/CROSS
 FF0549  USGS QUAD   -  WYNNE (1992)
 FF0549
 FF0549                         *CURRENT SURVEY CONTROL
 FF0549  ___________________________________________________________________
 FF0549* NAD 83(1986)-  35 13 48.     (N)    090 51 38.     (W)     SCALED    
 FF0549* NAVD 88     -        70.068  (meters)     229.88   (feet)  ADJUSTED  
 FF0549  ___________________________________________________________________
 FF0549  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0549  DYNAMIC HT  -          70.005 (meters)     229.67  (feet)  COMP
 FF0549  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 FF0549
 FF0549  VERT ORDER  -  FIRST     CLASS II
 FF0549
 FF0549.The horizontal coordinates were scaled from a topographic map and have
 FF0549.an estimated accuracy of +/- 6 seconds.
 FF0549
 FF0549.The orthometric height was determined by differential leveling
 FF0549.and adjusted by the National Geodetic Survey in June 1991..
 FF0549.WARNING-Repeat measurements at this control monument indicate possible
 FF0549.vertical movement.
 FF0549
 FF0549.The geoid height was determined by GEOID03.
 FF0549
 FF0549.The dynamic height is computed by dividing the NAVD 88
 FF0549.geopotential number by the normal gravity value computed on the
 FF0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0549.degrees latitude (g = 980.6199 gals.).
 FF0549
 FF0549.The modeled gravity was interpolated from observed gravity values.
 FF0549
 FF0549;                    North         East    Units  Estimated Accuracy
 FF0549;SPC AR N     -   100,080.      503,720.      MT  (+/- 180 meters Scaled)
 FF0549
 FF0549                          SUPERSEDED SURVEY CONTROL
 FF0549
 FF0549  NGVD 29 (??/??/??)   70.036  (m)          229.78   (f) ADJUSTED    1 2
 FF0549
 FF0549.Superseded values are not recommended for survey control.
 FF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0549.See file dsdata.txt to determine how the superseded data were derived.
 FF0549
 FF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV946006(NAD 83)
 FF0549_MARKER: R = RIVET
 FF0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0549_SP_SET: CONCRETE BASE
 FF0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0549
 FF0549  HISTORY     - Date     Condition        Report By
 FF0549  HISTORY     - UNK      MONUMENTED       MPRR
 FF0549  HISTORY     - 1956     GOOD             CGS
 FF0549
 FF0549                          STATION DESCRIPTION
 FF0549
 FF0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0549'4 MI W FROM WYNNE.
 FF0549'ABOUT 3.95 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0549'THE STATION AT WYNNE, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE
 FF0549'POLES 328/15 AND 328/16, NEAR THE TOP OF A SLIGHT GRADE, A
 FF0549'MONEL-METAL RIVET IN THE TOP OF NORTHEAST CORNER OF CONCRETE
 FF0549'BASE OF A BATTERY BOX, 7 FEET SOUTH OF SOUTH RAIL AND ABOUT 1/2
 FF0549'FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0552 ***********************************************************************
 FF0552  DESIGNATION -  RV 229
 FF0552  PID         -  FF0552
 FF0552  STATE/COUNTY-  AR/CROSS
 FF0552  USGS QUAD   -  WYNNE (1992)
 FF0552
 FF0552                         *CURRENT SURVEY CONTROL
 FF0552  ___________________________________________________________________
 FF0552* NAD 83(1986)-  35 13 51.     (N)    090 52 14.     (W)     SCALED    
 FF0552* NAVD 88     -        68.203  (meters)     223.76   (feet)  ADJUSTED  
 FF0552  ___________________________________________________________________
 FF0552  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0552  DYNAMIC HT  -          68.142 (meters)     223.56  (feet)  COMP
 FF0552  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 FF0552
 FF0552  VERT ORDER  -  FIRST     CLASS II
 FF0552
 FF0552.The horizontal coordinates were scaled from a topographic map and have
 FF0552.an estimated accuracy of +/- 6 seconds.
 FF0552
 FF0552.The orthometric height was determined by differential leveling
 FF0552.and adjusted by the National Geodetic Survey in June 1991..
 FF0552
 FF0552.The geoid height was determined by GEOID03.
 FF0552
 FF0552.The dynamic height is computed by dividing the NAVD 88
 FF0552.geopotential number by the normal gravity value computed on the
 FF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0552.degrees latitude (g = 980.6199 gals.).
 FF0552
 FF0552.The modeled gravity was interpolated from observed gravity values.
 FF0552
 FF0552;                    North         East    Units  Estimated Accuracy
 FF0552;SPC AR N     -   100,160.      502,810.      MT  (+/- 180 meters Scaled)
 FF0552
 FF0552                          SUPERSEDED SURVEY CONTROL
 FF0552
 FF0552  NGVD 29 (??/??/??)   68.171  (m)          223.66   (f) ADJUSTED    1 2
 FF0552
 FF0552.Superseded values are not recommended for survey control.
 FF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0552.See file dsdata.txt to determine how the superseded data were derived.
 FF0552
 FF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV937007(NAD 83)
 FF0552_MARKER: R = RIVET
 FF0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0552_SP_SET: CONCRETE BASE
 FF0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0552
 FF0552  HISTORY     - Date     Condition        Report By
 FF0552  HISTORY     - UNK      MONUMENTED       MPRR
 FF0552  HISTORY     - 1956     GOOD             CGS
 FF0552
 FF0552                          STATION DESCRIPTION
 FF0552
 FF0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0552'4.4 MI W FROM WYNNE.
 FF0552'ABOUT 4.45 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0552'THE STATION AT WYNNE, ABOUT 56 YARDS WEST OF MILE POST 328, ABOUT
 FF0552'141 YARDS WEST OF A TRIPLE CORRUGATED PIPE CULVERT UNDER TRACK,
 FF0552'7 1/2 FEET NORTH OF NORTH RAIL, A MONEL-METAL RIVET IN THE TOP
 FF0552'OF SOUTHEAST CORNER OF CONCRETE BASE OF SIGNAL NO. 328.1 AND
 FF0552'ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0025 ***********************************************************************
 FH0025  DESIGNATION -  RV 23
 FH0025  PID         -  FH0025
 FH0025  STATE/COUNTY-  AR/CRAWFORD
 FH0025  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0025
 FH0025                         *CURRENT SURVEY CONTROL
 FH0025  ___________________________________________________________________
 FH0025* NAD 83(1986)-  35 43 35.     (N)    094 10 14.     (W)     SCALED    
 FH0025* NAVD 88     -       329.782  (meters)    1081.96   (feet)  ADJUSTED  
 FH0025  ___________________________________________________________________
 FH0025  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FH0025  DYNAMIC HT  -         329.476 (meters)    1080.96  (feet)  COMP
 FH0025  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FH0025
 FH0025  VERT ORDER  -  FIRST     CLASS II
 FH0025
 FH0025.The horizontal coordinates were scaled from a topographic map and have
 FH0025.an estimated accuracy of +/- 6 seconds.
 FH0025
 FH0025.The orthometric height was determined by differential leveling
 FH0025.and adjusted by the National Geodetic Survey in June 1991..
 FH0025
 FH0025.The geoid height was determined by GEOID03.
 FH0025
 FH0025.The dynamic height is computed by dividing the NAVD 88
 FH0025.geopotential number by the normal gravity value computed on the
 FH0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0025.degrees latitude (g = 980.6199 gals.).
 FH0025
 FH0025.The modeled gravity was interpolated from observed gravity values.
 FH0025
 FH0025;                    North         East    Units  Estimated Accuracy
 FH0025;SPC AR N     -   156,710.      203,650.      MT  (+/- 180 meters Scaled)
 FH0025
 FH0025                          SUPERSEDED SURVEY CONTROL
 FH0025
 FH0025  NGVD 29 (??/??/92)  329.643  (m)         1081.50   (f) ADJ UNCH    1 2
 FH0025
 FH0025.Superseded values are not recommended for survey control.
 FH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0025.See file dsdata.txt to determine how the superseded data were derived.
 FH0025
 FH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV941542(NAD 83)
 FH0025_MARKER: R = RIVET
 FH0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0025_SP_SET: CULVERT
 FH0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0025
 FH0025  HISTORY     - Date     Condition        Report By
 FH0025  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0025  HISTORY     - 1960     GOOD             NGS
 FH0025  HISTORY     - 19891109 MARK NOT FOUND   NGS
 FH0025
 FH0025                          STATION DESCRIPTION
 FH0025
 FH0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0025'AT SCHABERG.
 FH0025'AT SCHABERG, CRAWFORD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 FH0025'RAILWAY, AT POLE 381+5, 40 FEET NORTHWEST OF THE TRACK, AND IN
 FH0025'THE TOP OF A ROCK CULVERT.  A STANDARD MONEL-METAL RIVET.
 FH0025
 FH0025                          STATION RECOVERY (1989)
 FH0025
 FH0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1205 ***********************************************************************
 FF1205  DESIGNATION -  RV 23
 FF1205  PID         -  FF1205
 FF1205  STATE/COUNTY-  AR/WHITE
 FF1205  USGS QUAD   -  BRADFORD (1980)
 FF1205
 FF1205                         *CURRENT SURVEY CONTROL
 FF1205  ___________________________________________________________________
 FF1205* NAD 83(1986)-  35 24 59.     (N)    091 27 27.     (W)     SCALED    
 FF1205* NAVD 88     -        69.222  (meters)     227.11   (feet)  ADJUSTED  
 FF1205  ___________________________________________________________________
 FF1205  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1205  DYNAMIC HT  -          69.161 (meters)     226.91  (feet)  COMP
 FF1205  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 FF1205
 FF1205  VERT ORDER  -  FIRST     CLASS II
 FF1205
 FF1205.The horizontal coordinates were scaled from a topographic map and have
 FF1205.an estimated accuracy of +/- 6 seconds.
 FF1205
 FF1205.The orthometric height was determined by differential leveling
 FF1205.and adjusted by the National Geodetic Survey in June 1991..
 FF1205
 FF1205.The geoid height was determined by GEOID03.
 FF1205
 FF1205.The dynamic height is computed by dividing the NAVD 88
 FF1205.geopotential number by the normal gravity value computed on the
 FF1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1205.degrees latitude (g = 980.6199 gals.).
 FF1205
 FF1205.The modeled gravity was interpolated from observed gravity values.
 FF1205
 FF1205;                    North         East    Units  Estimated Accuracy
 FF1205;SPC AR N     -   120,290.      449,270.      MT  (+/- 180 meters Scaled)
 FF1205
 FF1205                          SUPERSEDED SURVEY CONTROL
 FF1205
 FF1205  NGVD 29 (??/??/??)   69.170  (m)          226.94   (f) ADJUSTED    1 2
 FF1205
 FF1205.Superseded values are not recommended for survey control.
 FF1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1205.See file dsdata.txt to determine how the superseded data were derived.
 FF1205
 FF1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV400203(NAD 83)
 FF1205_MARKER: R = RIVET
 FF1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1205_SP_SET: CULVERT
 FF1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1205
 FF1205  HISTORY     - Date     Condition        Report By
 FF1205  HISTORY     - UNK      MONUMENTED       MPRR
 FF1205  HISTORY     - 1931     GOOD             CGS
 FF1205  HISTORY     - 1934     GOOD             CGS
 FF1205
 FF1205                          STATION DESCRIPTION
 FF1205
 FF1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1205'0.4 MI SW FROM BRADFORD.
 FF1205'ABOUT 0.4 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1205'FROM BRADFORD, WHITE COUNTY, OPPOSITE POLE 278+23, AND IN THE
 FF1205'CENTER LINE OF THE EAST HEAD WALL OF A DOUBLE 8- BY 8-FOOT
 FF1205'CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 FF1205
 FF1205                          STATION RECOVERY (1934)
 FF1205
 FF1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0553 ***********************************************************************
 FF0553  DESIGNATION -  RV 230
 FF0553  PID         -  FF0553
 FF0553  STATE/COUNTY-  AR/CROSS
 FF0553  USGS QUAD   -  HAMLIN (1984)
 FF0553
 FF0553                         *CURRENT SURVEY CONTROL
 FF0553  ___________________________________________________________________
 FF0553* NAD 83(1986)-  35 13 54.     (N)    090 52 46.     (W)     SCALED    
 FF0553* NAVD 88     -        68.342  (meters)     224.22   (feet)  ADJUSTED  
 FF0553  ___________________________________________________________________
 FF0553  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0553  DYNAMIC HT  -          68.280 (meters)     224.02  (feet)  COMP
 FF0553  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 FF0553
 FF0553  VERT ORDER  -  FIRST     CLASS II
 FF0553
 FF0553.The horizontal coordinates were scaled from a topographic map and have
 FF0553.an estimated accuracy of +/- 6 seconds.
 FF0553
 FF0553.The orthometric height was determined by differential leveling
 FF0553.and adjusted by the National Geodetic Survey in June 1991..
 FF0553.WARNING-Repeat measurements at this control monument indicate possible
 FF0553.vertical movement.
 FF0553
 FF0553.The geoid height was determined by GEOID03.
 FF0553
 FF0553.The dynamic height is computed by dividing the NAVD 88
 FF0553.geopotential number by the normal gravity value computed on the
 FF0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0553.degrees latitude (g = 980.6199 gals.).
 FF0553
 FF0553.The modeled gravity was interpolated from observed gravity values.
 FF0553
 FF0553;                    North         East    Units  Estimated Accuracy
 FF0553;SPC AR N     -   100,240.      502,000.      MT  (+/- 180 meters Scaled)
 FF0553
 FF0553                          SUPERSEDED SURVEY CONTROL
 FF0553
 FF0553  NGVD 29 (??/??/??)   68.310  (m)          224.11   (f) ADJUSTED    1 2
 FF0553
 FF0553.Superseded values are not recommended for survey control.
 FF0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0553.See file dsdata.txt to determine how the superseded data were derived.
 FF0553
 FF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV929007(NAD 83)
 FF0553_MARKER: R = RIVET
 FF0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0553_SP_SET: CONCRETE BASE
 FF0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0553
 FF0553  HISTORY     - Date     Condition        Report By
 FF0553  HISTORY     - UNK      MONUMENTED       MPRR
 FF0553  HISTORY     - 1956     GOOD             CGS
 FF0553
 FF0553                          STATION DESCRIPTION
 FF0553
 FF0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0553'5 MI W FROM WYNNE.
 FF0553'ABOUT 4.95 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0553'THE STATION AT WYNNE, ACROSS TRACK FROM POINT BETWEEN TELEPHONE
 FF0553'POLES 327/14 AND 327/15, 7.2 FEET SOUTH OF SOUTH RAIL, A
 FF0553'MONEL-METAL RIVET IN THE TOP OF NORTHEAST CORNER OF CONCRETE
 FF0553'BASE OF A BATTERY BOX AND ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0554 ***********************************************************************
 FF0554  DESIGNATION -  RV 231
 FF0554  PID         -  FF0554
 FF0554  STATE/COUNTY-  AR/CROSS
 FF0554  USGS QUAD   -  HAMLIN (1984)
 FF0554
 FF0554                         *CURRENT SURVEY CONTROL
 FF0554  ___________________________________________________________________
 FF0554* NAD 83(1986)-  35 13 56.     (N)    090 53 18.     (W)     SCALED    
 FF0554* NAVD 88     -        68.020  (meters)     223.16   (feet)  ADJUSTED  
 FF0554  ___________________________________________________________________
 FF0554  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0554  DYNAMIC HT  -          67.959 (meters)     222.96  (feet)  COMP
 FF0554  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 FF0554
 FF0554  VERT ORDER  -  FIRST     CLASS II
 FF0554
 FF0554.The horizontal coordinates were scaled from a topographic map and have
 FF0554.an estimated accuracy of +/- 6 seconds.
 FF0554
 FF0554.The orthometric height was determined by differential leveling
 FF0554.and adjusted by the National Geodetic Survey in June 1991..
 FF0554
 FF0554.The geoid height was determined by GEOID03.
 FF0554
 FF0554.The dynamic height is computed by dividing the NAVD 88
 FF0554.geopotential number by the normal gravity value computed on the
 FF0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0554.degrees latitude (g = 980.6199 gals.).
 FF0554
 FF0554.The modeled gravity was interpolated from observed gravity values.
 FF0554
 FF0554;                    North         East    Units  Estimated Accuracy
 FF0554;SPC AR N     -   100,300.      501,190.      MT  (+/- 180 meters Scaled)
 FF0554
 FF0554                          SUPERSEDED SURVEY CONTROL
 FF0554
 FF0554  NGVD 29 (??/??/??)   67.990  (m)          223.06   (f) ADJUSTED    1 2
 FF0554
 FF0554.Superseded values are not recommended for survey control.
 FF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0554.See file dsdata.txt to determine how the superseded data were derived.
 FF0554
 FF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV921008(NAD 83)
 FF0554_MARKER: R = RIVET
 FF0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0554_SP_SET: CONCRETE BASE
 FF0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0554
 FF0554  HISTORY     - Date     Condition        Report By
 FF0554  HISTORY     - UNK      MONUMENTED       MPRR
 FF0554  HISTORY     - 1956     GOOD             CGS
 FF0554
 FF0554                          STATION DESCRIPTION
 FF0554
 FF0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0554'5.4 MI W FROM WYNNE.
 FF0554'ABOUT 5.45 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0554'THE STATION AT WYNNE, ABOUT 25 YARDS SOUTHEAST AND ACROSS TRACK
 FF0554'FROM MILE POLE 327, 7 1/2 FEET SOUTH OF SOUTH RAIL, A MONEL METAL
 FF0554'RIVET IN THE TOP OF NORTHEAST CORNER OF CONCRETE BASE OF A
 FF0554'BATTERY BOX AND ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0556 ***********************************************************************
 FF0556  DESIGNATION -  RV 232
 FF0556  PID         -  FF0556
 FF0556  STATE/COUNTY-  AR/CROSS
 FF0556  USGS QUAD   -  HAMLIN (1984)
 FF0556
 FF0556                         *CURRENT SURVEY CONTROL
 FF0556  ___________________________________________________________________
 FF0556* NAD 83(1986)-  35 14 01.     (N)    090 54 26.     (W)     SCALED    
 FF0556* NAVD 88     -        66.741  (meters)     218.97   (feet)  ADJUSTED  
 FF0556  ___________________________________________________________________
 FF0556  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0556  DYNAMIC HT  -          66.681 (meters)     218.77  (feet)  COMP
 FF0556  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 FF0556
 FF0556  VERT ORDER  -  SECOND    CLASS 0
 FF0556
 FF0556.The horizontal coordinates were scaled from a topographic map and have
 FF0556.an estimated accuracy of +/- 6 seconds.
 FF0556
 FF0556.The orthometric height was determined by differential leveling
 FF0556.and adjusted by the National Geodetic Survey in June 1991..
 FF0556
 FF0556.The geoid height was determined by GEOID03.
 FF0556
 FF0556.The dynamic height is computed by dividing the NAVD 88
 FF0556.geopotential number by the normal gravity value computed on the
 FF0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0556.degrees latitude (g = 980.6199 gals.).
 FF0556
 FF0556.The modeled gravity was interpolated from observed gravity values.
 FF0556
 FF0556;                    North         East    Units  Estimated Accuracy
 FF0556;SPC AR N     -   100,430.      499,470.      MT  (+/- 180 meters Scaled)
 FF0556
 FF0556                          SUPERSEDED SURVEY CONTROL
 FF0556
 FF0556  NGVD 29 (??/??/??)   66.695  (m)          218.82   (f) ADJUSTED    2 0
 FF0556
 FF0556.Superseded values are not recommended for survey control.
 FF0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0556.See file dsdata.txt to determine how the superseded data were derived.
 FF0556
 FF0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV904009(NAD 83)
 FF0556_MARKER: R = RIVET
 FF0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0556+STABILITY: SURFACE MOTION
 FF0556
 FF0556  HISTORY     - Date     Condition        Report By
 FF0556  HISTORY     - UNK      MONUMENTED       MPRR
 FF0556  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0556
 FF0556                          STATION DESCRIPTION
 FF0556
 FF0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0556'1.1 MI E FROM HAMLIN.
 FF0556'1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM HAMLIN,
 FF0556'CROSS COUNTY, AT TELEPHONE POLE 325/28, AT A BATTERY BOX, AND
 FF0556'IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.  A STANDARD
 FF0556'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0558 ***********************************************************************
 FF0558  DESIGNATION -  RV 233
 FF0558  PID         -  FF0558
 FF0558  STATE/COUNTY-  AR/CROSS
 FF0558  USGS QUAD   -  HAMLIN (1984)
 FF0558
 FF0558                         *CURRENT SURVEY CONTROL
 FF0558  ___________________________________________________________________
 FF0558* NAD 83(1986)-  35 14 04.     (N)    090 55 01.     (W)     SCALED    
 FF0558* NAVD 88     -        66.748  (meters)     218.99   (feet)  ADJUSTED  
 FF0558  ___________________________________________________________________
 FF0558  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0558  DYNAMIC HT  -          66.688 (meters)     218.79  (feet)  COMP
 FF0558  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 FF0558
 FF0558  VERT ORDER  -  FIRST     CLASS II
 FF0558
 FF0558.The horizontal coordinates were scaled from a topographic map and have
 FF0558.an estimated accuracy of +/- 6 seconds.
 FF0558
 FF0558.The orthometric height was determined by differential leveling
 FF0558.and adjusted by the National Geodetic Survey in June 1991..
 FF0558.WARNING-Repeat measurements at this control monument indicate possible
 FF0558.vertical movement.
 FF0558
 FF0558.The geoid height was determined by GEOID03.
 FF0558
 FF0558.The dynamic height is computed by dividing the NAVD 88
 FF0558.geopotential number by the normal gravity value computed on the
 FF0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0558.degrees latitude (g = 980.6199 gals.).
 FF0558
 FF0558.The modeled gravity was interpolated from observed gravity values.
 FF0558
 FF0558;                    North         East    Units  Estimated Accuracy
 FF0558;SPC AR N     -   100,510.      498,580.      MT  (+/- 180 meters Scaled)
 FF0558
 FF0558                          SUPERSEDED SURVEY CONTROL
 FF0558
 FF0558  NGVD 29 (??/??/??)   66.716  (m)          218.88   (f) ADJUSTED    1 2
 FF0558
 FF0558.Superseded values are not recommended for survey control.
 FF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0558.See file dsdata.txt to determine how the superseded data were derived.
 FF0558
 FF0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV895010(NAD 83)
 FF0558_MARKER: R = RIVET
 FF0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0558_SP_SET: CONCRETE BASE
 FF0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0558
 FF0558  HISTORY     - Date     Condition        Report By
 FF0558  HISTORY     - UNK      MONUMENTED       MPRR
 FF0558  HISTORY     - 1956     GOOD             CGS
 FF0558
 FF0558                          STATION DESCRIPTION
 FF0558
 FF0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0558'6.6 MI E FROM FAIROAKS.
 FF0558'ABOUT 6.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0558'STATION AT FAIROAKS, ABOUT 0.6 MILE EAST OF ROAD CROSSING AT
 FF0558'HAMLIN, BETWEEN TELEPHONE POLES NO. 325/11 AND 325/12, 7 1/2
 FF0558'FEET NORTH OF NORTH RAIL, A MONEL METAL RIVET IN THE TOP OF
 FF0558'SOUTHEAST CORNER OF ABANDONED CONCRETE BASE OF A SIGNAL, 4 FEET
 FF0558'EAST OF CENTER OF NEW BASE FOR SIGNAL 325.3 AND ABOUT LEVEL WITH
 FF0558'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0560 ***********************************************************************
 FF0560  DESIGNATION -  RV 234
 FF0560  PID         -  FF0560
 FF0560  STATE/COUNTY-  AR/CROSS
 FF0560  USGS QUAD   -  HAMLIN (1984)
 FF0560
 FF0560                         *CURRENT SURVEY CONTROL
 FF0560  ___________________________________________________________________
 FF0560* NAD 83(1986)-  35 14 07.     (N)    090 55 34.     (W)     SCALED    
 FF0560* NAVD 88     -        68.098  (meters)     223.42   (feet)  ADJUSTED  
 FF0560  ___________________________________________________________________
 FF0560  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0560  DYNAMIC HT  -          68.037 (meters)     223.22  (feet)  COMP
 FF0560  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 FF0560
 FF0560  VERT ORDER  -  FIRST     CLASS II
 FF0560
 FF0560.The horizontal coordinates were scaled from a topographic map and have
 FF0560.an estimated accuracy of +/- 6 seconds.
 FF0560
 FF0560.The orthometric height was determined by differential leveling
 FF0560.and adjusted by the National Geodetic Survey in June 1991..
 FF0560
 FF0560.The geoid height was determined by GEOID03.
 FF0560
 FF0560.The dynamic height is computed by dividing the NAVD 88
 FF0560.geopotential number by the normal gravity value computed on the
 FF0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0560.degrees latitude (g = 980.6199 gals.).
 FF0560
 FF0560.The modeled gravity was interpolated from observed gravity values.
 FF0560
 FF0560;                    North         East    Units  Estimated Accuracy
 FF0560;SPC AR N     -   100,600.      497,750.      MT  (+/- 180 meters Scaled)
 FF0560
 FF0560                          SUPERSEDED SURVEY CONTROL
 FF0560
 FF0560  NGVD 29 (??/??/??)   68.066  (m)          223.31   (f) ADJUSTED    1 2
 FF0560
 FF0560.Superseded values are not recommended for survey control.
 FF0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0560.See file dsdata.txt to determine how the superseded data were derived.
 FF0560
 FF0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV887011(NAD 83)
 FF0560_MARKER: R = RIVET
 FF0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0560_SP_SET: CONCRETE BASE
 FF0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0560
 FF0560  HISTORY     - Date     Condition        Report By
 FF0560  HISTORY     - UNK      MONUMENTED       MPRR
 FF0560  HISTORY     - 1956     GOOD             CGS
 FF0560
 FF0560                          STATION DESCRIPTION
 FF0560
 FF0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0560'6 MI E FROM FAIROAKS.
 FF0560'ABOUT 6.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0560'THE STATION AT FAIROAKS, AT HAMLIN, 332 FEET EAST OF CENTER OF
 FF0560'CROSSING OF ROAD AT HAMLIN, ACROSS TRACK FROM POINT BETWEEN
 FF0560'TELEPHONE POLES 324/24 AND 324/25, A MONEL METAL RIVET IN THE
 FF0560'TOP OF NORTHEAST CORNER OF CONCRETE BASE OF A BATTERY BOX AND
 FF0560'ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0563 ***********************************************************************
 FF0563  DESIGNATION -  RV 235
 FF0563  PID         -  FF0563
 FF0563  STATE/COUNTY-  AR/CROSS
 FF0563  USGS QUAD   -  HAMLIN (1984)
 FF0563
 FF0563                         *CURRENT SURVEY CONTROL
 FF0563  ___________________________________________________________________
 FF0563* NAD 83(1986)-  35 14 10.     (N)    090 56 28.     (W)     SCALED    
 FF0563* NAVD 88     -        68.513  (meters)     224.78   (feet)  ADJUSTED  
 FF0563  ___________________________________________________________________
 FF0563  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0563  DYNAMIC HT  -          68.451 (meters)     224.58  (feet)  COMP
 FF0563  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 FF0563
 FF0563  VERT ORDER  -  FIRST     CLASS II
 FF0563
 FF0563.The horizontal coordinates were scaled from a topographic map and have
 FF0563.an estimated accuracy of +/- 6 seconds.
 FF0563
 FF0563.The orthometric height was determined by differential leveling
 FF0563.and adjusted by the National Geodetic Survey in June 1991..
 FF0563
 FF0563.The geoid height was determined by GEOID03.
 FF0563
 FF0563.The dynamic height is computed by dividing the NAVD 88
 FF0563.geopotential number by the normal gravity value computed on the
 FF0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0563.degrees latitude (g = 980.6199 gals.).
 FF0563
 FF0563.The modeled gravity was interpolated from observed gravity values.
 FF0563
 FF0563;                    North         East    Units  Estimated Accuracy
 FF0563;SPC AR N     -   100,670.      496,380.      MT  (+/- 180 meters Scaled)
 FF0563
 FF0563                          SUPERSEDED SURVEY CONTROL
 FF0563
 FF0563  NGVD 29 (??/??/??)   68.478  (m)          224.66   (f) ADJUSTED    1 2
 FF0563
 FF0563.Superseded values are not recommended for survey control.
 FF0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0563.See file dsdata.txt to determine how the superseded data were derived.
 FF0563
 FF0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV873011(NAD 83)
 FF0563_MARKER: R = RIVET
 FF0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0563_SP_SET: CONCRETE BASE
 FF0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0563
 FF0563  HISTORY     - Date     Condition        Report By
 FF0563  HISTORY     - UNK      MONUMENTED       MPRR
 FF0563  HISTORY     - 1956     GOOD             CGS
 FF0563
 FF0563                          STATION DESCRIPTION
 FF0563
 FF0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0563'5.2 MI E FROM FAIROAKS.
 FF0563'ABOUT 5.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0563'THE STATION AT FAIROAKS, ABOUT 0.8 MILE WEST OF ROAD CROSSING
 FF0563'AT HAMLIN, 55 YARDS WEST OF MILE POLE 324, 7.4 FEET SOUTH OF SOUTH
 FF0563'RAIL, A MONEL-METAL RIVET IN THE TOP OF NORTHEAST CORNER OF
 FF0563'CONCRETE BASE OF A BATTERY BOX AND ABOUT 1/2 FOOT ABOVE LEVEL OF
 FF0563'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0564 ***********************************************************************
 FF0564  DESIGNATION -  RV 236
 FF0564  PID         -  FF0564
 FF0564  STATE/COUNTY-  AR/CROSS
 FF0564  USGS QUAD   -  HAMLIN (1984)
 FF0564
 FF0564                         *CURRENT SURVEY CONTROL
 FF0564  ___________________________________________________________________
 FF0564* NAD 83(1986)-  35 14 14.     (N)    090 57 04.     (W)     SCALED    
 FF0564* NAVD 88     -        67.796  (meters)     222.43   (feet)  ADJUSTED  
 FF0564  ___________________________________________________________________
 FF0564  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0564  DYNAMIC HT  -          67.735 (meters)     222.23  (feet)  COMP
 FF0564  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FF0564
 FF0564  VERT ORDER  -  FIRST     CLASS II
 FF0564
 FF0564.The horizontal coordinates were scaled from a topographic map and have
 FF0564.an estimated accuracy of +/- 6 seconds.
 FF0564
 FF0564.The orthometric height was determined by differential leveling
 FF0564.and adjusted by the National Geodetic Survey in June 1991..
 FF0564
 FF0564.The geoid height was determined by GEOID03.
 FF0564
 FF0564.The dynamic height is computed by dividing the NAVD 88
 FF0564.geopotential number by the normal gravity value computed on the
 FF0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0564.degrees latitude (g = 980.6199 gals.).
 FF0564
 FF0564.The modeled gravity was interpolated from observed gravity values.
 FF0564
 FF0564;                    North         East    Units  Estimated Accuracy
 FF0564;SPC AR N     -   100,790.      495,470.      MT  (+/- 180 meters Scaled)
 FF0564
 FF0564                          SUPERSEDED SURVEY CONTROL
 FF0564
 FF0564  NGVD 29 (??/??/??)   67.762  (m)          222.32   (f) ADJUSTED    1 2
 FF0564
 FF0564.Superseded values are not recommended for survey control.
 FF0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0564.See file dsdata.txt to determine how the superseded data were derived.
 FF0564
 FF0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV864012(NAD 83)
 FF0564_MARKER: R = RIVET
 FF0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0564_SP_SET: CONCRETE BASE
 FF0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0564
 FF0564  HISTORY     - Date     Condition        Report By
 FF0564  HISTORY     - UNK      MONUMENTED       MPRR
 FF0564  HISTORY     - 1956     GOOD             CGS
 FF0564
 FF0564                          STATION DESCRIPTION
 FF0564
 FF0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0564'4.6 MI E FROM FAIROAKS.
 FF0564'ABOUT 4.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0564'THE STATION AT FAIROAKS, AT A GRAVEL ROAD CROSSING, 7 1/2 FEET
 FF0564'NORTH OF NORTH RAIL, 94 FEET WEST OF CENTER OF CROSSING, 41 1/2
 FF0564'FEET SOUTHEAST OF TELEPHONE POLE NO. 323/12, A MONEL-METAL
 FF0564'RIVET IN THE TOP OF SOUTHEAST CORNER OF CONCRETE BASE OF SIGNAL
 FF0564'NO. 323.3 AND ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0567 ***********************************************************************
 FF0567  DESIGNATION -  RV 237
 FF0567  PID         -  FF0567
 FF0567  STATE/COUNTY-  AR/CROSS
 FF0567  USGS QUAD   -  HAMLIN (1984)
 FF0567
 FF0567                         *CURRENT SURVEY CONTROL
 FF0567  ___________________________________________________________________
 FF0567* NAD 83(1986)-  35 14 17.     (N)    090 57 49.     (W)     SCALED    
 FF0567* NAVD 88     -        67.355  (meters)     220.98   (feet)  ADJUSTED  
 FF0567  ___________________________________________________________________
 FF0567  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0567  DYNAMIC HT  -          67.294 (meters)     220.78  (feet)  COMP
 FF0567  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF0567
 FF0567  VERT ORDER  -  FIRST     CLASS II
 FF0567
 FF0567.The horizontal coordinates were scaled from a topographic map and have
 FF0567.an estimated accuracy of +/- 6 seconds.
 FF0567
 FF0567.The orthometric height was determined by differential leveling
 FF0567.and adjusted by the National Geodetic Survey in June 1991..
 FF0567
 FF0567.The geoid height was determined by GEOID03.
 FF0567
 FF0567.The dynamic height is computed by dividing the NAVD 88
 FF0567.geopotential number by the normal gravity value computed on the
 FF0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0567.degrees latitude (g = 980.6199 gals.).
 FF0567
 FF0567.The modeled gravity was interpolated from observed gravity values.
 FF0567
 FF0567;                    North         East    Units  Estimated Accuracy
 FF0567;SPC AR N     -   100,870.      494,330.      MT  (+/- 180 meters Scaled)
 FF0567
 FF0567                          SUPERSEDED SURVEY CONTROL
 FF0567
 FF0567  NGVD 29 (??/??/??)   67.319  (m)          220.86   (f) ADJUSTED    1 2
 FF0567
 FF0567.Superseded values are not recommended for survey control.
 FF0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0567.See file dsdata.txt to determine how the superseded data were derived.
 FF0567
 FF0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV852013(NAD 83)
 FF0567_MARKER: R = RIVET
 FF0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0567_SP_SET: CONCRETE BASE
 FF0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0567
 FF0567  HISTORY     - Date     Condition        Report By
 FF0567  HISTORY     - UNK      MONUMENTED       MPRR
 FF0567  HISTORY     - 1956     GOOD             CGS
 FF0567
 FF0567                          STATION DESCRIPTION
 FF0567
 FF0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0567'3.9 MI E FROM FAIROAKS.
 FF0567'ABOUT 3.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0567'THE STATION AT FAIROAKS, ABOUT 0.35 MILE EAST OF A NORTH-SOUTH
 FF0567'GRAVEL ROAD CROSSING, ABOUT 0.15 MILE WEST OF STATION SIGN
 FF0567'MC MANUS AND A SWITCH STAND AT EAST END OF A SPUR TRACK, ACROSS
 FF0567'TRACK FROM A POINT BETWEEN TELEPHONE POLE 322/20 AND 322/21,
 FF0567'A MONEL-METAL RIVET IN THE TOP OF NORTHEAST CORNER OF CONCRETE
 FF0567'BASE OF A BATTERY BOX, 7 1/2 FEET SOUTH OF SOUTH RAIL AND ABOUT
 FF0567'1/2 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0568 ***********************************************************************
 FF0568  DESIGNATION -  RV 238
 FF0568  PID         -  FF0568
 FF0568  STATE/COUNTY-  AR/CROSS
 FF0568  USGS QUAD   -  HAMLIN (1984)
 FF0568
 FF0568                         *CURRENT SURVEY CONTROL
 FF0568  ___________________________________________________________________
 FF0568* NAD 83(1986)-  35 14 20.     (N)    090 58 37.     (W)     SCALED    
 FF0568* NAVD 88     -        67.237  (meters)     220.59   (feet)  ADJUSTED  
 FF0568  ___________________________________________________________________
 FF0568  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0568  DYNAMIC HT  -          67.177 (meters)     220.40  (feet)  COMP
 FF0568  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF0568
 FF0568  VERT ORDER  -  FIRST     CLASS II
 FF0568
 FF0568.The horizontal coordinates were scaled from a topographic map and have
 FF0568.an estimated accuracy of +/- 6 seconds.
 FF0568
 FF0568.The orthometric height was determined by differential leveling
 FF0568.and adjusted by the National Geodetic Survey in June 1991..
 FF0568
 FF0568.The geoid height was determined by GEOID03.
 FF0568
 FF0568.The dynamic height is computed by dividing the NAVD 88
 FF0568.geopotential number by the normal gravity value computed on the
 FF0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0568.degrees latitude (g = 980.6199 gals.).
 FF0568
 FF0568.The modeled gravity was interpolated from observed gravity values.
 FF0568
 FF0568;                    North         East    Units  Estimated Accuracy
 FF0568;SPC AR N     -   100,950.      493,120.      MT  (+/- 180 meters Scaled)
 FF0568
 FF0568                          SUPERSEDED SURVEY CONTROL
 FF0568
 FF0568  NGVD 29 (??/??/??)   67.200  (m)          220.47   (f) ADJUSTED    1 2
 FF0568
 FF0568.Superseded values are not recommended for survey control.
 FF0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0568.See file dsdata.txt to determine how the superseded data were derived.
 FF0568
 FF0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV840014(NAD 83)
 FF0568_MARKER: R = RIVET
 FF0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0568_SP_SET: CONCRETE BASE
 FF0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0568
 FF0568  HISTORY     - Date     Condition        Report By
 FF0568  HISTORY     - UNK      MONUMENTED       MPRR
 FF0568  HISTORY     - 1956     GOOD             CGS
 FF0568
 FF0568                          STATION DESCRIPTION
 FF0568
 FF0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0568'3.2 MI E FROM FAIROAKS.
 FF0568'ABOUT 3.15 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0568'THE STATION AT FAIROAKS, ABOUT 103 YARDS WEST OF MILE POLE 322,
 FF0568'ACROSS TRACK FROM POINT BETWEEN TELEPHONE POLES 321/28 AND 321/29,
 FF0568'7.3 FEET SOUTH OF SOUTH RAIL, A MONEL-METAL RIVET IN THE TOP OF
 FF0568'NORTHEAST CORNER OF CONCRETE BASE OF A BATTERY BOX AND ABOUT
 FF0568'1/4 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0573 ***********************************************************************
 FF0573  DESIGNATION -  RV 239
 FF0573  PID         -  FF0573
 FF0573  STATE/COUNTY-  AR/CROSS
 FF0573  USGS QUAD   -  HAMLIN (1984)
 FF0573
 FF0573                         *CURRENT SURVEY CONTROL
 FF0573  ___________________________________________________________________
 FF0573* NAD 83(1986)-  35 14 24.     (N)    090 59 21.     (W)     SCALED    
 FF0573* NAVD 88     -        67.454  (meters)     221.31   (feet)  ADJUSTED  
 FF0573  ___________________________________________________________________
 FF0573  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0573  DYNAMIC HT  -          67.393 (meters)     221.11  (feet)  COMP
 FF0573  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF0573
 FF0573  VERT ORDER  -  SECOND    CLASS 0
 FF0573
 FF0573.The horizontal coordinates were scaled from a topographic map and have
 FF0573.an estimated accuracy of +/- 6 seconds.
 FF0573
 FF0573.The orthometric height was determined by differential leveling
 FF0573.and adjusted by the National Geodetic Survey in June 1991..
 FF0573
 FF0573.The geoid height was determined by GEOID03.
 FF0573
 FF0573.The dynamic height is computed by dividing the NAVD 88
 FF0573.geopotential number by the normal gravity value computed on the
 FF0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0573.degrees latitude (g = 980.6199 gals.).
 FF0573
 FF0573.The modeled gravity was interpolated from observed gravity values.
 FF0573
 FF0573;                    North         East    Units  Estimated Accuracy
 FF0573;SPC AR N     -   101,060.      492,000.      MT  (+/- 180 meters Scaled)
 FF0573
 FF0573                          SUPERSEDED SURVEY CONTROL
 FF0573
 FF0573  NGVD 29 (??/??/??)   67.401  (m)          221.13   (f) ADJUSTED    2 0
 FF0573
 FF0573.Superseded values are not recommended for survey control.
 FF0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0573.See file dsdata.txt to determine how the superseded data were derived.
 FF0573
 FF0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV829015(NAD 83)
 FF0573_MARKER: R = RIVET
 FF0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0573+STABILITY: SURFACE MOTION
 FF0573
 FF0573  HISTORY     - Date     Condition        Report By
 FF0573  HISTORY     - UNK      MONUMENTED       MPRR
 FF0573  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0573
 FF0573                          STATION DESCRIPTION
 FF0573
 FF0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0573'2.5 MI E FROM FAIROAKS.
 FF0573'2.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0573'STATION AT FAIR OAKS, CROSS COUNTRY, AT TELEPHONE POLES 321/07
 FF0573'AT SIGNAL 321.3, AND IN THE SOUTHEAST CORNER OF THE CONCRETE
 FF0573'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0886 ***********************************************************************
 DL0886  DESIGNATION -  RV 24
 DL0886  PID         -  DL0886
 DL0886  STATE/COUNTY-  AR/LAFAYETTE
 DL0886  USGS QUAD   -  LEWISVILLE (1978)
 DL0886
 DL0886                         *CURRENT SURVEY CONTROL
 DL0886  ___________________________________________________________________
 DL0886* NAD 83(1986)-  33 20 31.     (N)    093 30 04.     (W)     SCALED    
 DL0886* NAVD 88     -        79.194  (meters)     259.82   (feet)  ADJUSTED  
 DL0886  ___________________________________________________________________
 DL0886  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DL0886  DYNAMIC HT  -          79.109 (meters)     259.54  (feet)  COMP
 DL0886  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DL0886
 DL0886  VERT ORDER  -  SECOND    CLASS 0
 DL0886
 DL0886.The horizontal coordinates were scaled from a topographic map and have
 DL0886.an estimated accuracy of +/- 6 seconds.
 DL0886
 DL0886.The orthometric height was determined by differential leveling
 DL0886.and adjusted by the National Geodetic Survey in June 1991..
 DL0886
 DL0886.The geoid height was determined by GEOID03.
 DL0886
 DL0886.The dynamic height is computed by dividing the NAVD 88
 DL0886.geopotential number by the normal gravity value computed on the
 DL0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0886.degrees latitude (g = 980.6199 gals.).
 DL0886
 DL0886.The modeled gravity was interpolated from observed gravity values.
 DL0886
 DL0886;                    North         East    Units  Estimated Accuracy
 DL0886;SPC AR S     -   475,920.      260,270.      MT  (+/- 180 meters Scaled)
 DL0886
 DL0886                          SUPERSEDED SURVEY CONTROL
 DL0886
 DL0886  NGVD 29 (??/??/92)   79.230  (m)          259.94   (f) ADJ UNCH    2 0
 DL0886
 DL0886.Superseded values are not recommended for survey control.
 DL0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0886.See file dsdata.txt to determine how the superseded data were derived.
 DL0886
 DL0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS533893(NAD 83)
 DL0886_MARKER: R = RIVET
 DL0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0886+STABILITY: SURFACE MOTION
 DL0886
 DL0886  HISTORY     - Date     Condition        Report By
 DL0886  HISTORY     - UNK      MONUMENTED       LARR
 DL0886  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0886
 DL0886                          STATION DESCRIPTION
 DL0886
 DL0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0886'1.1 MI S FROM STAMPS.
 DL0886'1.1 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM STAMPS,
 DL0886'LAFAYETTE COUNTY, AT MILEPOST 24, AND 18 FEET EAST OF THE CENTER LINE
 DL0886'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DL0886'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0027 ***********************************************************************
 FH0027  DESIGNATION -  RV 24
 FH0027  PID         -  FH0027
 FH0027  STATE/COUNTY-  AR/CRAWFORD
 FH0027  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0027
 FH0027                         *CURRENT SURVEY CONTROL
 FH0027  ___________________________________________________________________
 FH0027* NAD 83(1986)-  35 43 00.     (N)    094 11 40.     (W)     SCALED    
 FH0027* NAVD 88     -       301.063  (meters)     987.74   (feet)  ADJUSTED  
 FH0027  ___________________________________________________________________
 FH0027  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FH0027  DYNAMIC HT  -         300.783 (meters)     986.82  (feet)  COMP
 FH0027  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 FH0027
 FH0027  VERT ORDER  -  FIRST     CLASS II
 FH0027
 FH0027.The horizontal coordinates were scaled from a topographic map and have
 FH0027.an estimated accuracy of +/- 6 seconds.
 FH0027
 FH0027.The orthometric height was determined by differential leveling
 FH0027.and adjusted by the National Geodetic Survey in June 1991..
 FH0027
 FH0027.The geoid height was determined by GEOID03.
 FH0027
 FH0027.The dynamic height is computed by dividing the NAVD 88
 FH0027.geopotential number by the normal gravity value computed on the
 FH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0027.degrees latitude (g = 980.6199 gals.).
 FH0027
 FH0027.The modeled gravity was interpolated from observed gravity values.
 FH0027
 FH0027;                    North         East    Units  Estimated Accuracy
 FH0027;SPC AR N     -   155,680.      201,460.      MT  (+/- 180 meters Scaled)
 FH0027
 FH0027                          SUPERSEDED SURVEY CONTROL
 FH0027
 FH0027  NGVD 29 (??/??/92)  300.928  (m)          987.29   (f) ADJ UNCH    1 2
 FH0027
 FH0027.Superseded values are not recommended for survey control.
 FH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0027.See file dsdata.txt to determine how the superseded data were derived.
 FH0027
 FH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV919531(NAD 83)
 FH0027_MARKER: R = RIVET
 FH0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0027_SP_SET: CULVERT
 FH0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0027
 FH0027  HISTORY     - Date     Condition        Report By
 FH0027  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0027  HISTORY     - 1960     GOOD             NGS
 FH0027
 FH0027                          STATION DESCRIPTION
 FH0027
 FH0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0027'0.9 MI NE FROM ARMADA.
 FH0027'1/8 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0027'ARMADA, CRAWFORD COUNTY, 32-3/4 POLES SOUTHWEST OF MILPOST 382,
 FH0027'AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST END OF THE
 FH0027'SOUTHEAST HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1208 ***********************************************************************
 FF1208  DESIGNATION -  RV 24
 FF1208  PID         -  FF1208
 FF1208  STATE/COUNTY-  AR/WHITE
 FF1208  USGS QUAD   -  BRADFORD (1980)
 FF1208
 FF1208                         *CURRENT SURVEY CONTROL
 FF1208  ___________________________________________________________________
 FF1208* NAD 83(1986)-  35 25 27.     (N)    091 27 10.     (W)     SCALED    
 FF1208* NAVD 88     -        72.878  (meters)     239.10   (feet)  ADJUSTED  
 FF1208  ___________________________________________________________________
 FF1208  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1208  DYNAMIC HT  -          72.814 (meters)     238.89  (feet)  COMP
 FF1208  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 FF1208
 FF1208  VERT ORDER  -  FIRST     CLASS II
 FF1208
 FF1208.The horizontal coordinates were scaled from a topographic map and have
 FF1208.an estimated accuracy of +/- 6 seconds.
 FF1208
 FF1208.The orthometric height was determined by differential leveling
 FF1208.and adjusted by the National Geodetic Survey in June 1991..
 FF1208
 FF1208.The geoid height was determined by GEOID03.
 FF1208
 FF1208.The dynamic height is computed by dividing the NAVD 88
 FF1208.geopotential number by the normal gravity value computed on the
 FF1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1208.degrees latitude (g = 980.6199 gals.).
 FF1208
 FF1208.The modeled gravity was interpolated from observed gravity values.
 FF1208
 FF1208;                    North         East    Units  Estimated Accuracy
 FF1208;SPC AR N     -   121,160.      449,690.      MT  (+/- 180 meters Scaled)
 FF1208
 FF1208                          SUPERSEDED SURVEY CONTROL
 FF1208
 FF1208  NGVD 29 (??/??/??)   72.825  (m)          238.93   (f) ADJUSTED    1 2
 FF1208
 FF1208.Superseded values are not recommended for survey control.
 FF1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1208.See file dsdata.txt to determine how the superseded data were derived.
 FF1208
 FF1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV404211(NAD 83)
 FF1208_MARKER: R = RIVET
 FF1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1208_SP_SET: CULVERT
 FF1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1208+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 FF1208
 FF1208  HISTORY     - Date     Condition        Report By
 FF1208  HISTORY     - UNK      MONUMENTED       MPRR
 FF1208  HISTORY     - 1931     GOOD             CGS
 FF1208  HISTORY     - 1934     GOOD             CGS
 FF1208  HISTORY     - 20020419 GOOD             USACE
 FF1208
 FF1208                          STATION DESCRIPTION
 FF1208
 FF1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1208'AT BRADFORD.
 FF1208'AT BRADFORD, WHITE COUNTY, ON THE MAIN LINE OF THE MISSOURI
 FF1208'PACIFIC RAILROAD, OPPOSITE POLE 277+38, AND IN THE CENTER OF THE
 FF1208'WEST HEAD WALL OF A 2- BY 3-FOOT CONCRETE CULVERT.  A STANDARD
 FF1208'MONEL-METAL RIVET.
 FF1208
 FF1208                          STATION RECOVERY (1934)
 FF1208
 FF1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1208'RECOVERED IN GOOD CONDITION.
 FF1208
 FF1208                          STATION RECOVERY (2002)
 FF1208
 FF1208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0574 ***********************************************************************
 FF0574  DESIGNATION -  RV 240
 FF0574  PID         -  FF0574
 FF0574  STATE/COUNTY-  AR/CROSS
 FF0574  USGS QUAD   -  HAMLIN (1984)
 FF0574
 FF0574                         *CURRENT SURVEY CONTROL
 FF0574  ___________________________________________________________________
 FF0574* NAD 83(1986)-  35 14 27.     (N)    090 59 58.     (W)     SCALED    
 FF0574* NAVD 88     -        67.297  (meters)     220.79   (feet)  ADJUSTED  
 FF0574  ___________________________________________________________________
 FF0574  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0574  DYNAMIC HT  -          67.237 (meters)     220.59  (feet)  COMP
 FF0574  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF0574
 FF0574  VERT ORDER  -  FIRST     CLASS II
 FF0574
 FF0574.The horizontal coordinates were scaled from a topographic map and have
 FF0574.an estimated accuracy of +/- 6 seconds.
 FF0574
 FF0574.The orthometric height was determined by differential leveling
 FF0574.and adjusted by the National Geodetic Survey in June 1991..
 FF0574
 FF0574.The geoid height was determined by GEOID03.
 FF0574
 FF0574.The dynamic height is computed by dividing the NAVD 88
 FF0574.geopotential number by the normal gravity value computed on the
 FF0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0574.degrees latitude (g = 980.6199 gals.).
 FF0574
 FF0574.The modeled gravity was interpolated from observed gravity values.
 FF0574
 FF0574;                    North         East    Units  Estimated Accuracy
 FF0574;SPC AR N     -   101,140.      491,070.      MT  (+/- 180 meters Scaled)
 FF0574
 FF0574                          SUPERSEDED SURVEY CONTROL
 FF0574
 FF0574  NGVD 29 (??/??/??)   67.262  (m)          220.68   (f) ADJUSTED    1 2
 FF0574
 FF0574.Superseded values are not recommended for survey control.
 FF0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0574.See file dsdata.txt to determine how the superseded data were derived.
 FF0574
 FF0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV820015(NAD 83)
 FF0574_MARKER: R = RIVET
 FF0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0574_SP_SET: CONCRETE BASE
 FF0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0574
 FF0574  HISTORY     - Date     Condition        Report By
 FF0574  HISTORY     - UNK      MONUMENTED       MPRR
 FF0574  HISTORY     - 1956     GOOD             CGS
 FF0574
 FF0574                          STATION DESCRIPTION
 FF0574
 FF0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0574'1.8 MI E FROM FAIROAKS.
 FF0574'ABOUT 1.85 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0574'THE STATION AT FAIROAKS SOUTHWEST AND ACROSS TRACK FROM TELEPHONE
 FF0574'POLE NO. 320/18, 7.3 FEET SOUTH OF SOUTH RAIL, IN THE TOP OF
 FF0574'NORTHEAST CORNER OF CONCRETE BASE OF A BATTERY BOX AND ABOUT
 FF0574'1/2 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1172 ***********************************************************************
 FF1172  DESIGNATION -  RV 241
 FF1172  PID         -  FF1172
 FF1172  STATE/COUNTY-  AR/CROSS
 FF1172  USGS QUAD   -  FAIR OAKS (1971)
 FF1172
 FF1172                         *CURRENT SURVEY CONTROL
 FF1172  ___________________________________________________________________
 FF1172* NAD 83(1986)-  35 14 30.     (N)    091 00 39.     (W)     SCALED    
 FF1172* NAVD 88     -        67.491  (meters)     221.43   (feet)  ADJUSTED  
 FF1172  ___________________________________________________________________
 FF1172  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1172  DYNAMIC HT  -          67.431 (meters)     221.23  (feet)  COMP
 FF1172  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF1172
 FF1172  VERT ORDER  -  FIRST     CLASS II
 FF1172
 FF1172.The horizontal coordinates were scaled from a topographic map and have
 FF1172.an estimated accuracy of +/- 6 seconds.
 FF1172
 FF1172.The orthometric height was determined by differential leveling
 FF1172.and adjusted by the National Geodetic Survey in June 1991..
 FF1172
 FF1172.The geoid height was determined by GEOID03.
 FF1172
 FF1172.The dynamic height is computed by dividing the NAVD 88
 FF1172.geopotential number by the normal gravity value computed on the
 FF1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1172.degrees latitude (g = 980.6199 gals.).
 FF1172
 FF1172.The modeled gravity was interpolated from observed gravity values.
 FF1172
 FF1172;                    North         East    Units  Estimated Accuracy
 FF1172;SPC AR N     -   101,220.      490,030.      MT  (+/- 180 meters Scaled)
 FF1172
 FF1172                          SUPERSEDED SURVEY CONTROL
 FF1172
 FF1172  NGVD 29 (??/??/??)   67.456  (m)          221.31   (f) ADJUSTED    1 2
 FF1172
 FF1172.Superseded values are not recommended for survey control.
 FF1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1172.See file dsdata.txt to determine how the superseded data were derived.
 FF1172
 FF1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV809016(NAD 83)
 FF1172_MARKER: R = RIVET
 FF1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1172_SP_SET: CONCRETE BASE
 FF1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1172
 FF1172  HISTORY     - Date     Condition        Report By
 FF1172  HISTORY     - UNK      MONUMENTED       MPRR
 FF1172  HISTORY     - 1956     GOOD             CGS
 FF1172
 FF1172                          STATION DESCRIPTION
 FF1172
 FF1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1172'1.2 MI E FROM FAIROAKS.
 FF1172'1.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1172'STATION AT FAIROAKS, ABOUT 0.15 MILE EAST OF A NORTH-SOUTH
 FF1172'GRAVEL ROAD CROSSING, 79 1/2 FEET WEST-SOUTHWEST OF MILE POLE
 FF1172'320. 93 1/2 FEET WEST-NORTHWEST OF MILE POST 320, 7 1/2 FEET
 FF1172'NORTH OF NORTH RAIL, A MONEL METAL RIVET IN THE TOP OF SOUTHEAST
 FF1172'CORNER OF CONCRETE BASE OF SIGNAL NO. 320.1 AND 1/2 FOOT ABOVE
 FF1172'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1174 ***********************************************************************
 FF1174  DESIGNATION -  RV 242
 FF1174  PID         -  FF1174
 FF1174  STATE/COUNTY-  AR/CROSS
 FF1174  USGS QUAD   -  FAIR OAKS (1971)
 FF1174
 FF1174                         *CURRENT SURVEY CONTROL
 FF1174  ___________________________________________________________________
 FF1174* NAD 83(1986)-  35 14 32.     (N)    091 01 16.     (W)     SCALED    
 FF1174* NAVD 88     -        67.233  (meters)     220.58   (feet)  ADJUSTED  
 FF1174  ___________________________________________________________________
 FF1174  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1174  DYNAMIC HT  -          67.173 (meters)     220.38  (feet)  COMP
 FF1174  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FF1174
 FF1174  VERT ORDER  -  SECOND    CLASS 0
 FF1174
 FF1174.The horizontal coordinates were scaled from a topographic map and have
 FF1174.an estimated accuracy of +/- 6 seconds.
 FF1174
 FF1174.The orthometric height was determined by differential leveling
 FF1174.and adjusted by the National Geodetic Survey in June 1991..
 FF1174
 FF1174.The geoid height was determined by GEOID03.
 FF1174
 FF1174.The dynamic height is computed by dividing the NAVD 88
 FF1174.geopotential number by the normal gravity value computed on the
 FF1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1174.degrees latitude (g = 980.6199 gals.).
 FF1174
 FF1174.The modeled gravity was interpolated from observed gravity values.
 FF1174
 FF1174;                    North         East    Units  Estimated Accuracy
 FF1174;SPC AR N     -   101,280.      489,090.      MT  (+/- 180 meters Scaled)
 FF1174
 FF1174                          SUPERSEDED SURVEY CONTROL
 FF1174
 FF1174  NGVD 29 (??/??/??)   67.179  (m)          220.40   (f) ADJUSTED    2 0
 FF1174
 FF1174.Superseded values are not recommended for survey control.
 FF1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1174.See file dsdata.txt to determine how the superseded data were derived.
 FF1174
 FF1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV800017(NAD 83)
 FF1174_MARKER: R = RIVET
 FF1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1174+STABILITY: SURFACE MOTION
 FF1174
 FF1174  HISTORY     - Date     Condition        Report By
 FF1174  HISTORY     - UNK      MONUMENTED       MPRR
 FF1174  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF1174
 FF1174                          STATION DESCRIPTION
 FF1174
 FF1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1174'0.6 MI E FROM FAIROAKS.
 FF1174'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1174'STATION AT FAIR OAKS, CROSS COUNTY, AT TELEPHONE POLE 319/12,
 FF1174'AT A BATTERY BOX, AND IN THE NORTHEAST CORNER OF THE CONCRETE
 FF1174'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1175 ***********************************************************************
 FF1175  DESIGNATION -  RV 243
 FF1175  PID         -  FF1175
 FF1175  STATE/COUNTY-  AR/CROSS
 FF1175  USGS QUAD   -  FAIR OAKS (1971)
 FF1175
 FF1175                         *CURRENT SURVEY CONTROL
 FF1175  ___________________________________________________________________
 FF1175* NAD 83(1986)-  35 14 35.     (N)    091 01 48.     (W)     SCALED    
 FF1175* NAVD 88     -        67.530  (meters)     221.55   (feet)  ADJUSTED  
 FF1175  ___________________________________________________________________
 FF1175  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1175  DYNAMIC HT  -          67.470 (meters)     221.36  (feet)  COMP
 FF1175  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 FF1175
 FF1175  VERT ORDER  -  SECOND    CLASS 0
 FF1175
 FF1175.The horizontal coordinates were scaled from a topographic map and have
 FF1175.an estimated accuracy of +/- 6 seconds.
 FF1175
 FF1175.The orthometric height was determined by differential leveling
 FF1175.and adjusted by the National Geodetic Survey in June 1991..
 FF1175
 FF1175.The geoid height was determined by GEOID03.
 FF1175
 FF1175.The dynamic height is computed by dividing the NAVD 88
 FF1175.geopotential number by the normal gravity value computed on the
 FF1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1175.degrees latitude (g = 980.6199 gals.).
 FF1175
 FF1175.The modeled gravity was interpolated from observed gravity values.
 FF1175
 FF1175;                    North         East    Units  Estimated Accuracy
 FF1175;SPC AR N     -   101,360.      488,280.      MT  (+/- 180 meters Scaled)
 FF1175
 FF1175                          SUPERSEDED SURVEY CONTROL
 FF1175
 FF1175  NGVD 29 (??/??/??)   67.476  (m)          221.38   (f) ADJUSTED    2 0
 FF1175
 FF1175.Superseded values are not recommended for survey control.
 FF1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1175.See file dsdata.txt to determine how the superseded data were derived.
 FF1175
 FF1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV792017(NAD 83)
 FF1175_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FF1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1175+STABILITY: SURFACE MOTION
 FF1175
 FF1175  HISTORY     - Date     Condition        Report By
 FF1175  HISTORY     - UNK      MONUMENTED       MPRR
 FF1175  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF1175
 FF1175                          STATION DESCRIPTION
 FF1175
 FF1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1175'AT FAIROAKS.
 FF1175'AT FAIR OAKS, CROSS COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 FF1175'AT TELEPHONE POLE 318/21, AT SIGNAL 318.9, AND IN THE SOUTHEAST
 FF1175'CORNER OF THE CONCRETE FOUNDATION.  A STANDARD MONEL-METAL
 FF1175'RIVET.  NOTE-- NEW SIGNAL BASES HAVE BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0887 ***********************************************************************
 DL0887  DESIGNATION -  RV 24.5
 DL0887  PID         -  DL0887
 DL0887  STATE/COUNTY-  AR/LAFAYETTE
 DL0887  USGS QUAD   -  LEWISVILLE (1978)
 DL0887
 DL0887                         *CURRENT SURVEY CONTROL
 DL0887  ___________________________________________________________________
 DL0887* NAD 83(1986)-  33 20 05.     (N)    093 30 03.     (W)     SCALED    
 DL0887* NAVD 88     -        79.129  (meters)     259.61   (feet)  ADJUSTED  
 DL0887  ___________________________________________________________________
 DL0887  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DL0887  DYNAMIC HT  -          79.044 (meters)     259.33  (feet)  COMP
 DL0887  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 DL0887
 DL0887  VERT ORDER  -  SECOND    CLASS 0
 DL0887
 DL0887.The horizontal coordinates were scaled from a topographic map and have
 DL0887.an estimated accuracy of +/- 6 seconds.
 DL0887
 DL0887.The orthometric height was determined by differential leveling
 DL0887.and adjusted by the National Geodetic Survey in June 1991..
 DL0887
 DL0887.The geoid height was determined by GEOID03.
 DL0887
 DL0887.The dynamic height is computed by dividing the NAVD 88
 DL0887.geopotential number by the normal gravity value computed on the
 DL0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0887.degrees latitude (g = 980.6199 gals.).
 DL0887
 DL0887.The modeled gravity was interpolated from observed gravity values.
 DL0887
 DL0887;                    North         East    Units  Estimated Accuracy
 DL0887;SPC AR S     -   475,120.      260,280.      MT  (+/- 180 meters Scaled)
 DL0887
 DL0887                          SUPERSEDED SURVEY CONTROL
 DL0887
 DL0887  NGVD 29 (??/??/92)   79.165  (m)          259.73   (f) ADJ UNCH    2 0
 DL0887
 DL0887.Superseded values are not recommended for survey control.
 DL0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0887.See file dsdata.txt to determine how the superseded data were derived.
 DL0887
 DL0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS533885(NAD 83)
 DL0887_MARKER: R = RIVET
 DL0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0887+STABILITY: SURFACE MOTION
 DL0887
 DL0887  HISTORY     - Date     Condition        Report By
 DL0887  HISTORY     - UNK      MONUMENTED       LARR
 DL0887  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0887
 DL0887                          STATION DESCRIPTION
 DL0887
 DL0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0887'1.6 MI S FROM STAMPS.
 DL0887'1.6 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0887'STATION AT STAMPS, LAFAYETTE COUNTY, AT MILEAGE 24.5, AND EAST OF THE
 DL0887'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DL0887'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1185 ***********************************************************************
 FF1185  DESIGNATION -  RV 245
 FF1185  PID         -  FF1185
 FF1185  STATE/COUNTY-  AR/CROSS
 FF1185  USGS QUAD   -  TILTON (1980)
 FF1185
 FF1185                         *CURRENT SURVEY CONTROL
 FF1185  ___________________________________________________________________
 FF1185* NAD 83(1986)-  35 19 06.     (N)    091 00 52.     (W)     SCALED    
 FF1185* NAVD 88     -        68.470  (meters)     224.64   (feet)  ADJUSTED  
 FF1185  ___________________________________________________________________
 FF1185  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1185  DYNAMIC HT  -          68.409 (meters)     224.44  (feet)  COMP
 FF1185  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FF1185
 FF1185  VERT ORDER  -  FIRST     CLASS II
 FF1185
 FF1185.The horizontal coordinates were scaled from a topographic map and have
 FF1185.an estimated accuracy of +/- 6 seconds.
 FF1185
 FF1185.The orthometric height was determined by differential leveling
 FF1185.and adjusted by the National Geodetic Survey in June 1991..
 FF1185
 FF1185.The geoid height was determined by GEOID03.
 FF1185
 FF1185.The dynamic height is computed by dividing the NAVD 88
 FF1185.geopotential number by the normal gravity value computed on the
 FF1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1185.degrees latitude (g = 980.6199 gals.).
 FF1185
 FF1185.The modeled gravity was interpolated from observed gravity values.
 FF1185
 FF1185;                    North         East    Units  Estimated Accuracy
 FF1185;SPC AR N     -   109,730.      489,610.      MT  (+/- 180 meters Scaled)
 FF1185
 FF1185                          SUPERSEDED SURVEY CONTROL
 FF1185
 FF1185  NGVD 29 (??/??/??)   68.427  (m)          224.50   (f) ADJUSTED    1 2
 FF1185
 FF1185.Superseded values are not recommended for survey control.
 FF1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1185.See file dsdata.txt to determine how the superseded data were derived.
 FF1185
 FF1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV804101(NAD 83)
 FF1185_MARKER: R = RIVET
 FF1185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1185_SP_SET: CONCRETE BASE
 FF1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1185
 FF1185  HISTORY     - Date     Condition        Report By
 FF1185  HISTORY     - UNK      MONUMENTED       SLSWRR
 FF1185  HISTORY     - 1956     GOOD             CGS
 FF1185
 FF1185                          STATION DESCRIPTION
 FF1185
 FF1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1185'5.2 MI N FROM FAIROAKS.
 FF1185'5.2 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 FF1185'STATION AT FAIROAKS, AT TILTON, 11 FEET WEST OF WEST RAIL OF MAIN
 FF1185'TRACK, 44 1/2 FEET SOUTH OF STATION SIGN AT TILTON, 118 FEET
 FF1185'NORTH-NORTHWEST OF CENTER OF CROSSING OF TRACK ADN AN EAST-WEST
 FF1185'DIRT ROAD, 80 FEET WEST-SOUTHWEST AND ACROSS TRACKS FROM TELEPHONE
 FF1185'POLE NO. 167/13, A MONEL METAL RIVET IN THE TOP OF SOUTHEAST
 FF1185'CORNER OF AN ABANDONED CONCRETE BASE AND ABOUT 1 FOOT BELOW LEVEL
 FF1185'OF TRACK.  NOTE-- THE CONCRETE HAS BEEN CHIPPED AWAY FROM AROUND
 FF1185'THE RIVET AND THE RIVED BEATEN DOWN TO THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0577 ***********************************************************************
 FF0577  DESIGNATION -  RV 246
 FF0577  PID         -  FF0577
 FF0577  STATE/COUNTY-  AR/CROSS
 FF0577  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0577
 FF0577                         *CURRENT SURVEY CONTROL
 FF0577  ___________________________________________________________________
 FF0577* NAD 83(1986)-  35 24 07.     (N)    090 59 46.     (W)     SCALED    
 FF0577* NAVD 88     -        72.830  (meters)     238.94   (feet)  ADJUSTED  
 FF0577  ___________________________________________________________________
 FF0577  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FF0577  DYNAMIC HT  -          72.766 (meters)     238.73  (feet)  COMP
 FF0577  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 FF0577
 FF0577  VERT ORDER  -  FIRST     CLASS II
 FF0577
 FF0577.The horizontal coordinates were scaled from a topographic map and have
 FF0577.an estimated accuracy of +/- 6 seconds.
 FF0577
 FF0577.The orthometric height was determined by differential leveling
 FF0577.and adjusted by the National Geodetic Survey in June 1991..
 FF0577
 FF0577.The geoid height was determined by GEOID03.
 FF0577
 FF0577.The dynamic height is computed by dividing the NAVD 88
 FF0577.geopotential number by the normal gravity value computed on the
 FF0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0577.degrees latitude (g = 980.6199 gals.).
 FF0577
 FF0577.The modeled gravity was interpolated from observed gravity values.
 FF0577
 FF0577;                    North         East    Units  Estimated Accuracy
 FF0577;SPC AR N     -   119,020.      491,190.      MT  (+/- 180 meters Scaled)
 FF0577
 FF0577                          SUPERSEDED SURVEY CONTROL
 FF0577
 FF0577  NGVD 29 (??/??/??)   72.783  (m)          238.79   (f) ADJUSTED    1 2
 FF0577
 FF0577.Superseded values are not recommended for survey control.
 FF0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0577.See file dsdata.txt to determine how the superseded data were derived.
 FF0577
 FF0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV819194(NAD 83)
 FF0577_MARKER: R = RIVET
 FF0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0577_SP_SET: SEMAPHORE
 FF0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0577
 FF0577  HISTORY     - Date     Condition        Report By
 FF0577  HISTORY     - UNK      MONUMENTED       SLSWRR
 FF0577  HISTORY     - 1956     GOOD             CGS
 FF0577
 FF0577                          STATION DESCRIPTION
 FF0577
 FF0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0577'AT HICKORY RIDGE.
 FF0577'AT HICKORY RIDGE, ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY,
 FF0577'10.7 FEET EAST OF EAST RAIL OF MAIN TRACK, 4.1 FEET SOUTHWEST
 FF0577'OF NORTHWEST CORNER OF TELEGRAPH OPERATORS WINDOW OF RAILWAY
 FF0577'STATION, 26.4 FEET SOUTH-SOUTHWEST OF NORTHWEST CORNER OF STATION,
 FF0577'111 FEET NORTH-NORTHWEST OF BM F 16, A MONEL METAL RIVETED IN THE
 FF0577'TOP OF AN ABANDONED FOUNDATION OF STATION SEMAPHORE AND ABOUT 3
 FF0577'INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0225 ***********************************************************************
 GE0225  DESIGNATION -  RV 247
 GE0225  PID         -  GE0225
 GE0225  STATE/COUNTY-  AR/CLAY
 GE0225  USGS QUAD   -  KNOBEL (1993)
 GE0225
 GE0225                         *CURRENT SURVEY CONTROL
 GE0225  ___________________________________________________________________
 GE0225* NAD 83(1986)-  36 19 19.     (N)    090 36 11.     (W)     SCALED    
 GE0225* NAVD 88     -        86.198  (meters)     282.80   (feet)  ADJUSTED  
 GE0225  ___________________________________________________________________
 GE0225  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE0225  DYNAMIC HT  -          86.129 (meters)     282.57  (feet)  COMP
 GE0225  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GE0225
 GE0225  VERT ORDER  -  FIRST     CLASS II
 GE0225
 GE0225.The horizontal coordinates were scaled from a topographic map and have
 GE0225.an estimated accuracy of +/- 6 seconds.
 GE0225
 GE0225.The orthometric height was determined by differential leveling
 GE0225.and adjusted by the National Geodetic Survey in June 1991..
 GE0225
 GE0225.The geoid height was determined by GEOID03.
 GE0225
 GE0225.The dynamic height is computed by dividing the NAVD 88
 GE0225.geopotential number by the normal gravity value computed on the
 GE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0225.degrees latitude (g = 980.6199 gals.).
 GE0225
 GE0225.The modeled gravity was interpolated from observed gravity values.
 GE0225
 GE0225;                    North         East    Units  Estimated Accuracy
 GE0225;SPC AR N     -   221,520.      525,440.      MT  (+/- 180 meters Scaled)
 GE0225
 GE0225                          SUPERSEDED SURVEY CONTROL
 GE0225
 GE0225  NGVD 29 (??/??/92)   86.190  (m)          282.77   (f) ADJ UNCH    1 2
 GE0225
 GE0225.Superseded values are not recommended for survey control.
 GE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0225.See file dsdata.txt to determine how the superseded data were derived.
 GE0225
 GE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA151223(NAD 83)
 GE0225_MARKER: Z = SEE DESCRIPTION
 GE0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0225_SP_SET: FOUNDATION
 GE0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0225
 GE0225  HISTORY     - Date     Condition        Report By
 GE0225  HISTORY     - UNK      MONUMENTED       MPRR
 GE0225  HISTORY     - 1956     GOOD             NGS
 GE0225  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0225
 GE0225                          STATION DESCRIPTION
 GE0225
 GE0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0225'AT KNOBEL.
 GE0225'AT KNOBEL, NEAR POLE 198/26, LOCATED ON THE NORTHWEST SIDE OF THE
 GE0225'MAIN TRACK LEADING SOUTHWEST AND BETWEEN THE MAIN TRACK AND A
 GE0225'SPUR TRACK, IN THE TOP OF THE NORTHWEST CORNER OF CONCRETE
 GE0225'FOUNDATION OF AN ABANDONED WATER COLUMN, 8 1/2 FEET NORTHWEST
 GE0225'OF NORTHWEST RAIL OF MAIN TRACK, 242 FEET SOUTHWEST OF WEST
 GE0225'CORNER OF STATION, 145 FEET NORTHWEST OF AND ACROSS TRACK FROM
 GE0225'STAND PIPE OF A LARGE BLACK WATER TANK, 28 FEET NORTH-NORTHWEST
 GE0225'AND ACROSS TRACK FROM THE THIRD PLATFORM LIGHT SOUTHWEST OF
 GE0225'STATION, 3.8 FEET SOUTHEAST OF SOUTHEAST RAIL OF SIDE TRACK AND
 GE0225'ABOUT 1 FOOT BELOW LEVEL OF MAIN TRACK.
 GE0225
 GE0225                          STATION RECOVERY (2002)
 GE0225
 GE0225'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0233 ***********************************************************************
 GE0233  DESIGNATION -  RV 248
 GE0233  PID         -  GE0233
 GE0233  STATE/COUNTY-  AR/CLAY
 GE0233  USGS QUAD   -  KNOBEL (1993)
 GE0233
 GE0233                         *CURRENT SURVEY CONTROL
 GE0233  ___________________________________________________________________
 GE0233* NAD 83(1986)-  36 19 54.     (N)    090 35 30.     (W)     SCALED    
 GE0233* NAVD 88     -        85.599  (meters)     280.84   (feet)  ADJUSTED  
 GE0233  ___________________________________________________________________
 GE0233  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GE0233  DYNAMIC HT  -          85.530 (meters)     280.61  (feet)  COMP
 GE0233  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GE0233
 GE0233  VERT ORDER  -  FIRST     CLASS II
 GE0233
 GE0233.The horizontal coordinates were scaled from a topographic map and have
 GE0233.an estimated accuracy of +/- 6 seconds.
 GE0233
 GE0233.The orthometric height was determined by differential leveling
 GE0233.and adjusted by the National Geodetic Survey in June 1991..
 GE0233
 GE0233.The geoid height was determined by GEOID03.
 GE0233
 GE0233.The dynamic height is computed by dividing the NAVD 88
 GE0233.geopotential number by the normal gravity value computed on the
 GE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0233.degrees latitude (g = 980.6199 gals.).
 GE0233
 GE0233.The modeled gravity was interpolated from observed gravity values.
 GE0233
 GE0233;                    North         East    Units  Estimated Accuracy
 GE0233;SPC AR N     -   222,610.      526,450.      MT  (+/- 180 meters Scaled)
 GE0233
 GE0233                          SUPERSEDED SURVEY CONTROL
 GE0233
 GE0233  NGVD 29 (??/??/92)   85.590  (m)          280.81   (f) ADJ UNCH    1 2
 GE0233
 GE0233.Superseded values are not recommended for survey control.
 GE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0233.See file dsdata.txt to determine how the superseded data were derived.
 GE0233
 GE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA161234(NAD 83)
 GE0233_MARKER: R = RIVET
 GE0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0233_SP_SET: CULVERT
 GE0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0233
 GE0233  HISTORY     - Date     Condition        Report By
 GE0233  HISTORY     - UNK      MONUMENTED       MPRR
 GE0233  HISTORY     - 1956     GOOD             NGS
 GE0233
 GE0233                          STATION DESCRIPTION
 GE0233
 GE0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0233'1.2 MI N FROM KNOBEL.
 GE0233'1.15 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0233'STATION AT KNOBEL, ABOUT 0.2 MILE SOUTH OF A ROAD CROSSING, ABOUT
 GE0233'20 POLES SOUTH OF MILE POLE 197, IN THE TOP OF CENTER OF EAST
 GE0233'HEAD WALL OF A 4 BY 3-FOOT CONCRETE BOX CULVERT, 8 3/4 FEET EAST
 GE0233'OF EAST RAIL AND ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7972 ***********************************************************************
 DF7972  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7972  DESIGNATION -  RV 24X
 DF7972  PID         -  DF7972
 DF7972  STATE/COUNTY-  AR/WHITE
 DF7972  USGS QUAD   -  BRADFORD (1980)
 DF7972
 DF7972                         *CURRENT SURVEY CONTROL
 DF7972  ___________________________________________________________________
 DF7972* NAD 83(1997)-  35 25 28.71742(N)    091 27 11.75679(W)     ADJUSTED  
 DF7972* NAVD 88     -        72.87   (meters)     239.1    (feet)  GPS OBS   
 DF7972  ___________________________________________________________________
 DF7972  X           -    -131,963.743 (meters)                     COMP
 DF7972  Y           -  -5,201,625.311 (meters)                     COMP
 DF7972  Z           -   3,676,384.643 (meters)                     COMP
 DF7972  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DF7972  ELLIP HEIGHT-          45.61  (meters)          (09/08/03) GPS OBS
 DF7972  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DF7972
 DF7972  HORZ ORDER  -  B
 DF7972  ELLP ORDER  -  FOURTH    CLASS I
 DF7972
 DF7972.The horizontal coordinates were established by GPS observations
 DF7972.and adjusted by the National Geodetic Survey in September 2003..
 DF7972
 DF7972.The orthometric height was determined by GPS observations and a
 DF7972.high-resolution geoid model using precise GPS observation and
 DF7972.processing techniques.
 DF7972
 DF7972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7972
 DF7972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7972
 DF7972.The ellipsoidal height was determined by GPS observations
 DF7972.and is referenced to NAD 83.
 DF7972
 DF7972.The geoid height was determined by GEOID03.
 DF7972
 DF7972;                    North         East     Units Scale Factor Converg.
 DF7972;SPC AR N     -   121,209.192   449,647.905   MT  0.99993979   +0 19 05.3
 DF7972;SPC AR N     -   397,667.16  1,475,219.83   sFT  0.99993979   +0 19 05.3
 DF7972;UTM  15      - 3,921,234.819   640,414.658   MT  0.99984297   +0 53 48.1
 DF7972
 DF7972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7972!SPC AR N     -   0.99999284  x   0.99993979  =   0.99993263
 DF7972!UTM  15      -   0.99999284  x   0.99984297  =   0.99983581
 DF7972
 DF7972                          SUPERSEDED SURVEY CONTROL
 DF7972
 DF7972.No superseded survey control is available for this station.
 DF7972
 DF7972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4041521235(NAD 83)
 DF7972_MARKER: DS = TRIANGULATION STATION DISK
 DF7972_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF7972_SP_SET: BRONZE CAP TOP OF CONC HEADWALL
 DF7972_STAMPING: RV24X 2002
 DF7972_MARK LOGO: USACE 
 DF7972_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7972+STABILITY: SURFACE MOTION
 DF7972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7972+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005
 DF7972
 DF7972  HISTORY     - Date     Condition        Report By
 DF7972  HISTORY     - 20020616 MONUMENTED       EMCINC
 DF7972  HISTORY     - 20050331 GOOD             ARHD
 DF7972
 DF7972                          STATION DESCRIPTION
 DF7972
 DF7972'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DF7972'MARK IS LOCATED IN BRADFORD, AR ON THE MISSOURI PACIFIC RAILROAD. TO
 DF7972'REACH MARK FROM
 DF7972'THE INTERSECTION OF SR 367 AND SR 87 IN BRADFORD, AR GO 0.08 KM
 DF7972'(0.05MI) SOUTHEAST ON SR 87
 DF7972'TO SW FRONT ST. ON THE LEFT, THENCE 0.24 KM (0.15MI) NORTHEAST ON SW
 DF7972'FRONT ST. TO THE
 DF7972'MARK ON THE RIGHT IN A CONCRETE HEADWALL OF A CULVERT UNDER THE
 DF7972'MISSOURI PACIFIC
 DF7972'RAILROAD. THE MARK IS 12.8M (42.0FT) SOUTHEAST OF THE CENTER OF
 DF7972'SOUTHEAST FRONT ST., 9.0 M
 DF7972'(29.5FT) NORTHWEST OF THE WEST RAIL OF THE MAIN LINE RAILROAD TRACK,
 DF7972'1.0M (3.3FT)
 DF7972'SOUTHWEST OF THE NORTHWEST END OF THE CONCRETE HEADWALL AND A
 DF7972'CARSONITE POST AND
 DF7972'0.15M (0.5FT) NORTHEAST OF THE SOUTH END OF THE CONCRETE HEADWALL.
 DF7972'YEAR 1923 CAST IN THE
 DF7972'WEST FACE OF THE HEADWALL.
 DF7972'MARK IS A US ARMY COE BRONZE CAP SET FLUSH WITH THE TOP OF THE
 DF7972'CONCRETE HEADWALL.
 DF7972'STAMPED RV24X 2002
 DF7972' 
 DF7972'
 DF7972
 DF7972                          STATION RECOVERY (2005)
 DF7972
 DF7972'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DF7972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0572 ***********************************************************************
 DL0572  DESIGNATION -  RV 25
 DL0572  PID         -  DL0572
 DL0572  STATE/COUNTY-  AR/LAFAYETTE
 DL0572  USGS QUAD   -  BUCKNER (1968)
 DL0572
 DL0572                         *CURRENT SURVEY CONTROL
 DL0572  ___________________________________________________________________
 DL0572* NAD 83(1986)-  33 19 42.     (N)    093 29 59.     (W)     SCALED    
 DL0572* NAVD 88     -        81.832  (meters)     268.48   (feet)  ADJUSTED  
 DL0572  ___________________________________________________________________
 DL0572  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DL0572  DYNAMIC HT  -          81.744 (meters)     268.19  (feet)  COMP
 DL0572  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DL0572
 DL0572  VERT ORDER  -  SECOND    CLASS 0
 DL0572
 DL0572.The horizontal coordinates were scaled from a topographic map and have
 DL0572.an estimated accuracy of +/- 6 seconds.
 DL0572
 DL0572.The orthometric height was determined by differential leveling
 DL0572.and adjusted by the National Geodetic Survey in June 1991..
 DL0572
 DL0572.The geoid height was determined by GEOID03.
 DL0572
 DL0572.The dynamic height is computed by dividing the NAVD 88
 DL0572.geopotential number by the normal gravity value computed on the
 DL0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0572.degrees latitude (g = 980.6199 gals.).
 DL0572
 DL0572.The modeled gravity was interpolated from observed gravity values.
 DL0572
 DL0572;                    North         East    Units  Estimated Accuracy
 DL0572;SPC AR S     -   474,410.      260,370.      MT  (+/- 180 meters Scaled)
 DL0572
 DL0572                          SUPERSEDED SURVEY CONTROL
 DL0572
 DL0572  NGVD 29 (??/??/92)   81.868  (m)          268.60   (f) ADJ UNCH    2 0
 DL0572
 DL0572.Superseded values are not recommended for survey control.
 DL0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0572.See file dsdata.txt to determine how the superseded data were derived.
 DL0572
 DL0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS534877(NAD 83)
 DL0572_MARKER: R = RIVET
 DL0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0572+STABILITY: SURFACE MOTION
 DL0572
 DL0572  HISTORY     - Date     Condition        Report By
 DL0572  HISTORY     - UNK      MONUMENTED       LARR
 DL0572  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0572
 DL0572                          STATION DESCRIPTION
 DL0572
 DL0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0572'2.0 MI S FROM STAMPS.
 DL0572'2 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0572'STATION AT STAMPS, LAFAYETTE COUNTY, AND EAST OF THE TRACK.  A
 DL0572'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0030 ***********************************************************************
 FH0030  DESIGNATION -  RV 25
 FH0030  PID         -  FH0030
 FH0030  STATE/COUNTY-  AR/CRAWFORD
 FH0030  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0030
 FH0030                         *CURRENT SURVEY CONTROL
 FH0030  ___________________________________________________________________
 FH0030* NAD 83(1986)-  35 40 54.     (N)    094 10 40.     (W)     SCALED    
 FH0030* NAVD 88     -       260.671  (meters)     855.22   (feet)  ADJUSTED  
 FH0030  ___________________________________________________________________
 FH0030  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FH0030  DYNAMIC HT  -         260.430 (meters)     854.43  (feet)  COMP
 FH0030  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 FH0030
 FH0030  VERT ORDER  -  FIRST     CLASS II
 FH0030
 FH0030.The horizontal coordinates were scaled from a topographic map and have
 FH0030.an estimated accuracy of +/- 6 seconds.
 FH0030
 FH0030.The orthometric height was determined by differential leveling
 FH0030.and adjusted by the National Geodetic Survey in June 1991..
 FH0030
 FH0030.The geoid height was determined by GEOID03.
 FH0030
 FH0030.The dynamic height is computed by dividing the NAVD 88
 FH0030.geopotential number by the normal gravity value computed on the
 FH0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0030.degrees latitude (g = 980.6199 gals.).
 FH0030
 FH0030.The modeled gravity was interpolated from observed gravity values.
 FH0030
 FH0030;                    North         East    Units  Estimated Accuracy
 FH0030;SPC AR N     -   151,770.      202,890.      MT  (+/- 180 meters Scaled)
 FH0030
 FH0030                          SUPERSEDED SURVEY CONTROL
 FH0030
 FH0030  NGVD 29 (??/??/92)  260.546  (m)          854.81   (f) ADJ UNCH    1 2
 FH0030
 FH0030.Superseded values are not recommended for survey control.
 FH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0030.See file dsdata.txt to determine how the superseded data were derived.
 FH0030
 FH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV934492(NAD 83)
 FH0030_MARKER: R = RIVET
 FH0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0030_SP_SET: WALL
 FH0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0030+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 FH0030
 FH0030  HISTORY     - Date     Condition        Report By
 FH0030  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0030  HISTORY     - 1959     GOOD             NGS
 FH0030  HISTORY     - 20050108 GOOD             GEOCAC
 FH0030
 FH0030                          STATION DESCRIPTION
 FH0030
 FH0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0030'0.2 MI NE FROM CHESTER.
 FH0030'1/4 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0030'FROM CHESTER, CRAWFORD COUNTY, 35-1/2 POLES SOUTHWEST OF MILEPOST
 FH0030'385, EAST OF THE TRACK, AND IN THE TOP OF THE CONCRETE H-WALL.
 FH0030'A STANDARD MONEL-METAL RIVET.  NOTE-- THIS MARK RECOVERED ABOUT
 FH0030'1/4 MILE NORTHWEST OF CHESTER, IN THE NORTHEAST HEADWALL AND ABOUT
 FH0030'2 FEET SOUTHEAST OF THE NORTHWEST END.
 FH0030
 FH0030                          STATION RECOVERY (2005)
 FH0030
 FH0030'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FH0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1209 ***********************************************************************
 FF1209  DESIGNATION -  RV 25
 FF1209  PID         -  FF1209
 FF1209  STATE/COUNTY-  AR/WHITE
 FF1209  USGS QUAD   -  BRADFORD (1980)
 FF1209
 FF1209                         *CURRENT SURVEY CONTROL
 FF1209  ___________________________________________________________________
 FF1209* NAD 83(1986)-  35 26 06.     (N)    091 26 38.     (W)     SCALED    
 FF1209* NAVD 88     -        66.815  (meters)     219.21   (feet)  ADJUSTED  
 FF1209  ___________________________________________________________________
 FF1209  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1209  DYNAMIC HT  -          66.757 (meters)     219.02  (feet)  COMP
 FF1209  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 FF1209
 FF1209  VERT ORDER  -  FIRST     CLASS II
 FF1209
 FF1209.The horizontal coordinates were scaled from a topographic map and have
 FF1209.an estimated accuracy of +/- 6 seconds.
 FF1209
 FF1209.The orthometric height was determined by differential leveling
 FF1209.and adjusted by the National Geodetic Survey in June 1991..
 FF1209
 FF1209.The geoid height was determined by GEOID03.
 FF1209
 FF1209.The dynamic height is computed by dividing the NAVD 88
 FF1209.geopotential number by the normal gravity value computed on the
 FF1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1209.degrees latitude (g = 980.6199 gals.).
 FF1209
 FF1209.The modeled gravity was interpolated from observed gravity values.
 FF1209
 FF1209;                    North         East    Units  Estimated Accuracy
 FF1209;SPC AR N     -   122,360.      450,490.      MT  (+/- 180 meters Scaled)
 FF1209
 FF1209                          SUPERSEDED SURVEY CONTROL
 FF1209
 FF1209  NGVD 29 (??/??/??)   66.762  (m)          219.03   (f) ADJUSTED    1 2
 FF1209
 FF1209.Superseded values are not recommended for survey control.
 FF1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1209.See file dsdata.txt to determine how the superseded data were derived.
 FF1209
 FF1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV412223(NAD 83)
 FF1209_MARKER: R = RIVET
 FF1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1209_SP_SET: BRIDGE ABUTMENT
 FF1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1209
 FF1209  HISTORY     - Date     Condition        Report By
 FF1209  HISTORY     - UNK      MONUMENTED       MPRR
 FF1209  HISTORY     - 1931     GOOD             CGS
 FF1209  HISTORY     - 1934     GOOD             CGS
 FF1209
 FF1209                          STATION DESCRIPTION
 FF1209
 FF1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1209'1.1 MI NE FROM BRADFORD.
 FF1209'ABOUT 1.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1209'BRADFORD, WHITE COUNTY, OPPOSITE POLE 277+03, IN THE CENTER LINE
 FF1209'OF THE SOUTH ABUTMENT OF BRIDGE 339, AND IN THE EAST PROJECTION
 FF1209'OF THE CONCRETE BACK WALL.  A STANDARD MONEL-METAL RIVET.
 FF1209
 FF1209                          STATION RECOVERY (1934)
 FF1209
 FF1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0238 ***********************************************************************
 GE0238  DESIGNATION -  RV 252
 GE0238  PID         -  GE0238
 GE0238  STATE/COUNTY-  AR/CLAY
 GE0238  USGS QUAD   -  KNOBEL (1993)
 GE0238
 GE0238                         *CURRENT SURVEY CONTROL
 GE0238  ___________________________________________________________________
 GE0238* NAD 83(1986)-  36 21 50.     (N)    090 35 19.     (W)     SCALED    
 GE0238* NAVD 88     -        87.693  (meters)     287.71   (feet)  ADJUSTED  
 GE0238  ___________________________________________________________________
 GE0238  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GE0238  DYNAMIC HT  -          87.623 (meters)     287.48  (feet)  COMP
 GE0238  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GE0238
 GE0238  VERT ORDER  -  FIRST     CLASS II
 GE0238
 GE0238.The horizontal coordinates were scaled from a topographic map and have
 GE0238.an estimated accuracy of +/- 6 seconds.
 GE0238
 GE0238.The orthometric height was determined by differential leveling
 GE0238.and adjusted by the National Geodetic Survey in June 1991..
 GE0238
 GE0238.The geoid height was determined by GEOID03.
 GE0238
 GE0238.The dynamic height is computed by dividing the NAVD 88
 GE0238.geopotential number by the normal gravity value computed on the
 GE0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0238.degrees latitude (g = 980.6199 gals.).
 GE0238
 GE0238.The modeled gravity was interpolated from observed gravity values.
 GE0238
 GE0238;                    North         East    Units  Estimated Accuracy
 GE0238;SPC AR N     -   226,190.      526,670.      MT  (+/- 180 meters Scaled)
 GE0238
 GE0238                          SUPERSEDED SURVEY CONTROL
 GE0238
 GE0238  NGVD 29 (??/??/92)   87.684  (m)          287.68   (f) ADJ UNCH    1 2
 GE0238
 GE0238.Superseded values are not recommended for survey control.
 GE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0238.See file dsdata.txt to determine how the superseded data were derived.
 GE0238
 GE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163270(NAD 83)
 GE0238_MARKER: R = RIVET
 GE0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0238_SP_SET: PIER
 GE0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0238
 GE0238  HISTORY     - Date     Condition        Report By
 GE0238  HISTORY     - UNK      MONUMENTED       MPRR
 GE0238  HISTORY     - 1956     GOOD             NGS
 GE0238
 GE0238                          STATION DESCRIPTION
 GE0238
 GE0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0238'3 MI S FROM CORNING.
 GE0238'3.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0238'STATION AT CORNING, ABOUT 0.3 MILE SOUTH OF MILE POLE 195, IN
 GE0238'THE TOP OF WEST END OF NORTH CONCRETE PIER OF STEEL BRIDGE OVER
 GE0238'BLACK RIVER, 11 1/4 FEET WEST OF WEST RAIL, 1 1/2 FEET EAST OF
 GE0238'WEST END OF PIER AND ABOUT 7 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0574 ***********************************************************************
 DL0574  DESIGNATION -  RV 26
 DL0574  PID         -  DL0574
 DL0574  STATE/COUNTY-  AR/LAFAYETTE
 DL0574  USGS QUAD   -  BUCKNER (1968)
 DL0574
 DL0574                         *CURRENT SURVEY CONTROL
 DL0574  ___________________________________________________________________
 DL0574* NAD 83(1986)-  33 18 48.     (N)    093 29 52.     (W)     SCALED    
 DL0574* NAVD 88     -        77.485  (meters)     254.22   (feet)  ADJUSTED  
 DL0574  ___________________________________________________________________
 DL0574  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DL0574  DYNAMIC HT  -          77.402 (meters)     253.94  (feet)  COMP
 DL0574  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 DL0574
 DL0574  VERT ORDER  -  SECOND    CLASS 0
 DL0574
 DL0574.The horizontal coordinates were scaled from a topographic map and have
 DL0574.an estimated accuracy of +/- 6 seconds.
 DL0574
 DL0574.The orthometric height was determined by differential leveling
 DL0574.and adjusted by the National Geodetic Survey in June 1991..
 DL0574
 DL0574.The geoid height was determined by GEOID03.
 DL0574
 DL0574.The dynamic height is computed by dividing the NAVD 88
 DL0574.geopotential number by the normal gravity value computed on the
 DL0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0574.degrees latitude (g = 980.6199 gals.).
 DL0574
 DL0574.The modeled gravity was interpolated from observed gravity values.
 DL0574
 DL0574;                    North         East    Units  Estimated Accuracy
 DL0574;SPC AR S     -   472,750.      260,530.      MT  (+/- 180 meters Scaled)
 DL0574
 DL0574                          SUPERSEDED SURVEY CONTROL
 DL0574
 DL0574  NGVD 29 (??/??/92)   77.523  (m)          254.34   (f) ADJ UNCH    2 0
 DL0574
 DL0574.Superseded values are not recommended for survey control.
 DL0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0574.See file dsdata.txt to determine how the superseded data were derived.
 DL0574
 DL0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS536861(NAD 83)
 DL0574_MARKER: R = RIVET
 DL0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0574+STABILITY: SURFACE MOTION
 DL0574
 DL0574  HISTORY     - Date     Condition        Report By
 DL0574  HISTORY     - UNK      MONUMENTED       LARR
 DL0574  HISTORY     - 1963     GOOD             NGS
 DL0574
 DL0574                          STATION DESCRIPTION
 DL0574
 DL0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0574'3 MI S FROM STAMPS.
 DL0574'3 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0574'STATION AT STAMPS, LAFAYETTE COUNTY, ABOUT 3/4 POLE SOUTH OF MILEPOST
 DL0574'26, AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE
 DL0574'TOP OF A CONCRETE POST.  NOTE-- TO THE EAST OF THE TRACK AND IS ABOUT
 DL0574'1/2 POLE NORTH OF MILEPOST 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1211 ***********************************************************************
 FF1211  DESIGNATION -  RV 26
 FF1211  PID         -  FF1211
 FF1211  STATE/COUNTY-  AR/WHITE
 FF1211  USGS QUAD   -  BRADFORD (1980)
 FF1211
 FF1211                         *CURRENT SURVEY CONTROL
 FF1211  ___________________________________________________________________
 FF1211* NAD 83(1986)-  35 26 31.     (N)    091 26 18.     (W)     SCALED    
 FF1211* NAVD 88     -        65.386  (meters)     214.52   (feet)  ADJUSTED  
 FF1211  ___________________________________________________________________
 FF1211  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1211  DYNAMIC HT  -          65.329 (meters)     214.33  (feet)  COMP
 FF1211  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 FF1211
 FF1211  VERT ORDER  -  FIRST     CLASS II
 FF1211
 FF1211.The horizontal coordinates were scaled from a topographic map and have
 FF1211.an estimated accuracy of +/- 6 seconds.
 FF1211
 FF1211.The orthometric height was determined by differential leveling
 FF1211.and adjusted by the National Geodetic Survey in June 1991..
 FF1211
 FF1211.The geoid height was determined by GEOID03.
 FF1211
 FF1211.The dynamic height is computed by dividing the NAVD 88
 FF1211.geopotential number by the normal gravity value computed on the
 FF1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1211.degrees latitude (g = 980.6199 gals.).
 FF1211
 FF1211.The modeled gravity was interpolated from observed gravity values.
 FF1211
 FF1211;                    North         East    Units  Estimated Accuracy
 FF1211;SPC AR N     -   123,140.      450,990.      MT  (+/- 180 meters Scaled)
 FF1211
 FF1211                          SUPERSEDED SURVEY CONTROL
 FF1211
 FF1211  NGVD 29 (??/??/??)   65.332  (m)          214.34   (f) ADJUSTED    1 2
 FF1211
 FF1211.Superseded values are not recommended for survey control.
 FF1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1211.See file dsdata.txt to determine how the superseded data were derived.
 FF1211
 FF1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV417231(NAD 83)
 FF1211_MARKER: R = RIVET
 FF1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1211_SP_SET: CULVERT
 FF1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1211
 FF1211  HISTORY     - Date     Condition        Report By
 FF1211  HISTORY     - UNK      MONUMENTED       MPRR
 FF1211  HISTORY     - 1931     GOOD             CGS
 FF1211  HISTORY     - 1934     GOOD             CGS
 FF1211
 FF1211                          STATION DESCRIPTION
 FF1211
 FF1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1211'1.8 MI NE FROM BRADFORD.
 FF1211'IN JACKSON COUNTY, ABOUT 1-3/4 MILES NORTHEAST ALONG THE MISSOURI
 FF1211'PACIFIC RAILROAD FROM BRADFORD, WHITE COUNTY, AT POLE 276+21,
 FF1211'AND IN THE CENTER LINE OF THE WEST HEAD WALL OF A 2- BY 3-FOOT
 FF1211'CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 FF1211
 FF1211                          STATION RECOVERY (1934)
 FF1211
 FF1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1213 ***********************************************************************
 FF1213  DESIGNATION -  RV 27
 FF1213  PID         -  FF1213
 FF1213  STATE/COUNTY-  AR/JACKSON
 FF1213  USGS QUAD   -  BRADFORD (1980)
 FF1213
 FF1213                         *CURRENT SURVEY CONTROL
 FF1213  ___________________________________________________________________
 FF1213* NAD 83(1986)-  35 27 20.     (N)    091 25 38.     (W)     SCALED    
 FF1213* NAVD 88     -        65.55   (+/-2cm)     215.1    (feet)  VERTCON   
 FF1213  ___________________________________________________________________
 FF1213  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1213
 FF1213  VERT ORDER  -  ? (See Below)
 FF1213
 FF1213.The horizontal coordinates were scaled from a topographic map and have
 FF1213.an estimated accuracy of +/- 6 seconds.
 FF1213
 FF1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1213.The vertical order pertains to the NGVD 29 superseded value.
 FF1213
 FF1213.The geoid height was determined by GEOID03.
 FF1213
 FF1213;                    North         East    Units  Estimated Accuracy
 FF1213;SPC AR N     -   124,650.      451,990.      MT  (+/- 180 meters Scaled)
 FF1213
 FF1213                          SUPERSEDED SURVEY CONTROL
 FF1213
 FF1213  NGVD 29 (??/??/??)   65.499  (m)          214.89   (f) ADJUSTED    ?  
 FF1213
 FF1213.Superseded values are not recommended for survey control.
 FF1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1213.See file dsdata.txt to determine how the superseded data were derived.
 FF1213
 FF1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV427247(NAD 83)
 FF1213_MARKER: R = RIVET
 FF1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1213_SP_SET: CULVERT
 FF1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1213
 FF1213  HISTORY     - Date     Condition        Report By
 FF1213  HISTORY     - UNK      MONUMENTED       MPRR
 FF1213  HISTORY     - 1931     GOOD             CGS
 FF1213  HISTORY     - 1934     GOOD             CGS
 FF1213
 FF1213                          STATION DESCRIPTION
 FF1213
 FF1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1213'1.7 MI S FROM GRANDGLAISE.
 FF1213'ABOUT 1.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1213'GRANDGLAISE, JACKSON COUNTY, AT POLE 275+13, AND IN THE CENTER LINE
 FF1213'OF THE EAST HEAD WALL OF A 5- BY 6-FOOT CONCRETE CULVERT.  A
 FF1213'STANDARD MONEL-METAL RIVET.
 FF1213
 FF1213                          STATION RECOVERY (1934)
 FF1213
 FF1213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0035 ***********************************************************************
 FH0035  DESIGNATION -  RV 27
 FH0035  PID         -  FH0035
 FH0035  STATE/COUNTY-  AR/CRAWFORD
 FH0035  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0035
 FH0035                         *CURRENT SURVEY CONTROL
 FH0035  ___________________________________________________________________
 FH0035* NAD 83(1986)-  35 39 29.     (N)    094 10 13.     (W)     SCALED    
 FH0035* NAVD 88     -       235.502  (meters)     772.64   (feet)  ADJUSTED  
 FH0035  ___________________________________________________________________
 FH0035  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FH0035  DYNAMIC HT  -         235.284 (meters)     771.93  (feet)  COMP
 FH0035  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FH0035
 FH0035  VERT ORDER  -  FIRST     CLASS II
 FH0035
 FH0035.The horizontal coordinates were scaled from a topographic map and have
 FH0035.an estimated accuracy of +/- 6 seconds.
 FH0035
 FH0035.The orthometric height was determined by differential leveling
 FH0035.and adjusted by the National Geodetic Survey in June 1991..
 FH0035
 FH0035.The geoid height was determined by GEOID03.
 FH0035
 FH0035.The dynamic height is computed by dividing the NAVD 88
 FH0035.geopotential number by the normal gravity value computed on the
 FH0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0035.degrees latitude (g = 980.6199 gals.).
 FH0035
 FH0035.The modeled gravity was interpolated from observed gravity values.
 FH0035
 FH0035;                    North         East    Units  Estimated Accuracy
 FH0035;SPC AR N     -   149,130.      203,510.      MT  (+/- 180 meters Scaled)
 FH0035
 FH0035                          SUPERSEDED SURVEY CONTROL
 FH0035
 FH0035  NGVD 29 (??/??/92)  235.380  (m)          772.24   (f) ADJ UNCH    1 2
 FH0035
 FH0035.Superseded values are not recommended for survey control.
 FH0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0035.See file dsdata.txt to determine how the superseded data were derived.
 FH0035
 FH0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV940466(NAD 83)
 FH0035_MARKER: R = RIVET
 FH0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0035_SP_SET: PIER
 FH0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0035
 FH0035  HISTORY     - Date     Condition        Report By
 FH0035  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0035  HISTORY     - 1959     GOOD             NGS
 FH0035  HISTORY     - 19891115 MARK NOT FOUND   NGS
 FH0035
 FH0035                          STATION DESCRIPTION
 FH0035
 FH0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0035'1.9 MI S FROM CHESTER.
 FH0035'1.9 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0035'CHESTER, CRAWFORD COUNTY, AT RAILROAD BRIDGE 388.0, AND IN THE
 FH0035'TOP OF THE WEST SIDE OF THE NORTH CONCRETE PIER.  A STANDARD
 FH0035'MONEL-METAL RIVET.  NOTE-- THIS RIVET COULD NOT BE FOUND AND IT
 FH0035'APPEARS THE BRIDGE MAY HAVE BEEN REBUILT SINCE THE RIVET WAS SET.
 FH0035
 FH0035                          STATION RECOVERY (1989)
 FH0035
 FH0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0576 ***********************************************************************
 DL0576  DESIGNATION -  RV 28
 DL0576  PID         -  DL0576
 DL0576  STATE/COUNTY-  AR/LAFAYETTE
 DL0576  USGS QUAD   -  BUCKNER (1968)
 DL0576
 DL0576                         *CURRENT SURVEY CONTROL
 DL0576  ___________________________________________________________________
 DL0576* NAD 83(1986)-  33 17 05.     (N)    093 29 53.     (W)     SCALED    
 DL0576* NAVD 88     -        84.437  (meters)     277.02   (feet)  ADJUSTED  
 DL0576  ___________________________________________________________________
 DL0576  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DL0576  DYNAMIC HT  -          84.346 (meters)     276.73  (feet)  COMP
 DL0576  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DL0576
 DL0576  VERT ORDER  -  SECOND    CLASS 0
 DL0576
 DL0576.The horizontal coordinates were scaled from a topographic map and have
 DL0576.an estimated accuracy of +/- 6 seconds.
 DL0576
 DL0576.The orthometric height was determined by differential leveling
 DL0576.and adjusted by the National Geodetic Survey in June 1991..
 DL0576
 DL0576.The geoid height was determined by GEOID03.
 DL0576
 DL0576.The dynamic height is computed by dividing the NAVD 88
 DL0576.geopotential number by the normal gravity value computed on the
 DL0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0576.degrees latitude (g = 980.6199 gals.).
 DL0576
 DL0576.The modeled gravity was interpolated from observed gravity values.
 DL0576
 DL0576;                    North         East    Units  Estimated Accuracy
 DL0576;SPC AR S     -   469,570.      260,460.      MT  (+/- 180 meters Scaled)
 DL0576
 DL0576                          SUPERSEDED SURVEY CONTROL
 DL0576
 DL0576  NGVD 29 (??/??/92)   84.480  (m)          277.16   (f) ADJ UNCH    2 0
 DL0576
 DL0576.Superseded values are not recommended for survey control.
 DL0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0576.See file dsdata.txt to determine how the superseded data were derived.
 DL0576
 DL0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS536829(NAD 83)
 DL0576_MARKER: R = RIVET
 DL0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0576+STABILITY: SURFACE MOTION
 DL0576
 DL0576  HISTORY     - Date     Condition        Report By
 DL0576  HISTORY     - UNK      MONUMENTED       LARR
 DL0576  HISTORY     - 1963     GOOD             NGS
 DL0576
 DL0576                          STATION DESCRIPTION
 DL0576
 DL0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0576'1.2 MI N FROM MCKAMIE.
 DL0576'ABOUT 1.2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0576'MCKAMIE, LAFAYETTE COUNTY, AT MILEPOST 28, AND EAST OF THE TRACK.  A
 DL0576'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1216 ***********************************************************************
 FF1216  DESIGNATION -  RV 28
 FF1216  PID         -  FF1216
 FF1216  STATE/COUNTY-  AR/JACKSON
 FF1216  USGS QUAD   -  BRADFORD (1980)
 FF1216
 FF1216                         *CURRENT SURVEY CONTROL
 FF1216  ___________________________________________________________________
 FF1216* NAD 83(1986)-  35 27 56.     (N)    091 24 54.     (W)     SCALED    
 FF1216* NAVD 88     -        65.459  (meters)     214.76   (feet)  ADJUSTED  
 FF1216  ___________________________________________________________________
 FF1216  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1216  DYNAMIC HT  -          65.403 (meters)     214.58  (feet)  COMP
 FF1216  MODELED GRAV-     979,767.5   (mgal)                       NAVD 88
 FF1216
 FF1216  VERT ORDER  -  FIRST     CLASS II
 FF1216
 FF1216.The horizontal coordinates were scaled from a topographic map and have
 FF1216.an estimated accuracy of +/- 6 seconds.
 FF1216
 FF1216.The orthometric height was determined by differential leveling
 FF1216.and adjusted by the National Geodetic Survey in June 1991..
 FF1216
 FF1216.The geoid height was determined by GEOID03.
 FF1216
 FF1216.The dynamic height is computed by dividing the NAVD 88
 FF1216.geopotential number by the normal gravity value computed on the
 FF1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1216.degrees latitude (g = 980.6199 gals.).
 FF1216
 FF1216.The modeled gravity was interpolated from observed gravity values.
 FF1216
 FF1216;                    North         East    Units  Estimated Accuracy
 FF1216;SPC AR N     -   125,770.      453,100.      MT  (+/- 180 meters Scaled)
 FF1216
 FF1216                          SUPERSEDED SURVEY CONTROL
 FF1216
 FF1216  NGVD 29 (??/??/??)   65.405  (m)          214.58   (f) ADJUSTED    1 2
 FF1216
 FF1216.Superseded values are not recommended for survey control.
 FF1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1216.See file dsdata.txt to determine how the superseded data were derived.
 FF1216
 FF1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV438258(NAD 83)
 FF1216_MARKER: R = RIVET
 FF1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1216_SP_SET: CULVERT
 FF1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1216
 FF1216  HISTORY     - Date     Condition        Report By
 FF1216  HISTORY     - UNK      MONUMENTED       MPRR
 FF1216  HISTORY     - 1931     GOOD             CGS
 FF1216  HISTORY     - 1934     GOOD             CGS
 FF1216
 FF1216                          STATION DESCRIPTION
 FF1216
 FF1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1216'0.7 MI S FROM GRANDGLAISE.
 FF1216'ABOUT 0.7 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1216'GRANDGLAISE, JACKSON COUNTY, AT F.F. JUNCTION, AT POLE 274+15,
 FF1216'AND IN THE CENTER LINE OF THE EAST HEAD WALL OF AN 8- BY 12-FOOT
 FF1216'CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 FF1216
 FF1216                          STATION RECOVERY (1934)
 FF1216
 FF1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0037 ***********************************************************************
 FH0037  DESIGNATION -  RV 28
 FH0037  PID         -  FH0037
 FH0037  STATE/COUNTY-  AR/CRAWFORD
 FH0037  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0037
 FH0037                         *CURRENT SURVEY CONTROL
 FH0037  ___________________________________________________________________
 FH0037* NAD 83(1986)-  35 38 52.     (N)    094 09 52.     (W)     SCALED    
 FH0037* NAVD 88     -       225.840  (meters)     740.94   (feet)  ADJUSTED  
 FH0037  ___________________________________________________________________
 FH0037  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FH0037  DYNAMIC HT  -         225.631 (meters)     740.26  (feet)  COMP
 FH0037  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 FH0037
 FH0037  VERT ORDER  -  FIRST     CLASS II
 FH0037
 FH0037.The horizontal coordinates were scaled from a topographic map and have
 FH0037.an estimated accuracy of +/- 6 seconds.
 FH0037
 FH0037.The orthometric height was determined by differential leveling
 FH0037.and adjusted by the National Geodetic Survey in June 1991..
 FH0037
 FH0037.The geoid height was determined by GEOID03.
 FH0037
 FH0037.The dynamic height is computed by dividing the NAVD 88
 FH0037.geopotential number by the normal gravity value computed on the
 FH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0037.degrees latitude (g = 980.6199 gals.).
 FH0037
 FH0037.The modeled gravity was interpolated from observed gravity values.
 FH0037
 FH0037;                    North         East    Units  Estimated Accuracy
 FH0037;SPC AR N     -   147,980.      204,010.      MT  (+/- 180 meters Scaled)
 FH0037
 FH0037                          SUPERSEDED SURVEY CONTROL
 FH0037
 FH0037  NGVD 29 (??/??/92)  225.720  (m)          740.55   (f) ADJ UNCH    1 2
 FH0037
 FH0037.Superseded values are not recommended for survey control.
 FH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0037.See file dsdata.txt to determine how the superseded data were derived.
 FH0037
 FH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV945455(NAD 83)
 FH0037_MARKER: R = RIVET
 FH0037_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0037_SP_SET: PIER
 FH0037_MARK LOGO: NONE  
 FH0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0037+STABILITY: POSITION/ELEVATION WELL
 FH0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0037+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1989
 FH0037
 FH0037  HISTORY     - Date     Condition        Report By
 FH0037  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0037  HISTORY     - 1959     GOOD             NGS
 FH0037  HISTORY     - 19891109 GOOD             NGS
 FH0037
 FH0037                          STATION DESCRIPTION
 FH0037
 FH0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0037'1.4 MI N FROM MOUNTAINBURG.
 FH0037'1.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0037'MOUNTAINBURG, CRAWFORD COUNTY, AT BRIDGE 388.8, AND IN THE TOP
 FH0037'OF THE WEST SIDE OF THE NORTH PIER.  A STANDARD MONEL-METAL
 FH0037'RIVET.  NOTE-- RECOVERED IN THE WEST SIDE OF THE NORTH PIER OF
 FH0037'THE MAIN BRIDGE OVER FROG BAYOU.
 FH0037
 FH0037                          STATION RECOVERY (1989)
 FH0037
 FH0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0037'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.3 KM
 FH0037'(1.45 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 FH0037'JUNCTION OF STATE HIGHWAY 282 IN MOUNTAINBURG, IN TOP OF AND 0.5 M
 FH0037'(1.6 FT) EAST OF THE WEST END OF THE NORTH CONCRETE PIER OF A
 FH0037'RAILROAD BRIDGE SPANNING FROG BAYOU, 2.2 M (7.2 FT) WEST OF THE NEAR
 FH0037'RAIL, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.4 M (1.3 FT)
 FH0037'WEST OF THE NORTH END OF THE STEEL GIRDER PORTION OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0578 ***********************************************************************
 DL0578  DESIGNATION -  RV 29
 DL0578  PID         -  DL0578
 DL0578  STATE/COUNTY-  AR/LAFAYETTE
 DL0578  USGS QUAD   -  BUCKNER (1968)
 DL0578
 DL0578                         *CURRENT SURVEY CONTROL
 DL0578  ___________________________________________________________________
 DL0578* NAD 83(1986)-  33 16 10.     (N)    093 29 55.     (W)     SCALED    
 DL0578* NAVD 88     -        83.594  (meters)     274.26   (feet)  ADJUSTED  
 DL0578  ___________________________________________________________________
 DL0578  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL0578  DYNAMIC HT  -          83.505 (meters)     273.97  (feet)  COMP
 DL0578  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 DL0578
 DL0578  VERT ORDER  -  SECOND    CLASS 0
 DL0578
 DL0578.The horizontal coordinates were scaled from a topographic map and have
 DL0578.an estimated accuracy of +/- 6 seconds.
 DL0578
 DL0578.The orthometric height was determined by differential leveling
 DL0578.and adjusted by the National Geodetic Survey in June 1991..
 DL0578
 DL0578.The geoid height was determined by GEOID03.
 DL0578
 DL0578.The dynamic height is computed by dividing the NAVD 88
 DL0578.geopotential number by the normal gravity value computed on the
 DL0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0578.degrees latitude (g = 980.6199 gals.).
 DL0578
 DL0578.The modeled gravity was interpolated from observed gravity values.
 DL0578
 DL0578;                    North         East    Units  Estimated Accuracy
 DL0578;SPC AR S     -   467,880.      260,380.      MT  (+/- 180 meters Scaled)
 DL0578
 DL0578                          SUPERSEDED SURVEY CONTROL
 DL0578
 DL0578  NGVD 29 (??/??/92)   83.638  (m)          274.40   (f) ADJ UNCH    2 0
 DL0578
 DL0578.Superseded values are not recommended for survey control.
 DL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0578.See file dsdata.txt to determine how the superseded data were derived.
 DL0578
 DL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS535812(NAD 83)
 DL0578_MARKER: R = RIVET
 DL0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0578+STABILITY: SURFACE MOTION
 DL0578
 DL0578  HISTORY     - Date     Condition        Report By
 DL0578  HISTORY     - UNK      MONUMENTED       LARR
 DL0578  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0578
 DL0578                          STATION DESCRIPTION
 DL0578
 DL0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0578'0.2 MI N FROM MCKAMIE.
 DL0578'ABOUT 0.2 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0578'MCKAMIE, LAFAYETTE COUNTY, AT MILEPOST 29, AND EAST OF THE TRACK.  A
 DL0578'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0038 ***********************************************************************
 FH0038  DESIGNATION -  RV 29
 FH0038  PID         -  FH0038
 FH0038  STATE/COUNTY-  AR/CRAWFORD
 FH0038  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0038
 FH0038                         *CURRENT SURVEY CONTROL
 FH0038  ___________________________________________________________________
 FH0038* NAD 83(1986)-  35 38 05.     (N)    094 10 12.     (W)     SCALED    
 FH0038* NAVD 88     -       224.710  (meters)     737.24   (feet)  ADJUSTED  
 FH0038  ___________________________________________________________________
 FH0038  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FH0038  DYNAMIC HT  -         224.503 (meters)     736.56  (feet)  COMP
 FH0038  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FH0038
 FH0038  VERT ORDER  -  FIRST     CLASS II
 FH0038
 FH0038.The horizontal coordinates were scaled from a topographic map and have
 FH0038.an estimated accuracy of +/- 6 seconds.
 FH0038
 FH0038.The orthometric height was determined by differential leveling
 FH0038.and adjusted by the National Geodetic Survey in June 1991..
 FH0038
 FH0038.The geoid height was determined by GEOID03.
 FH0038
 FH0038.The dynamic height is computed by dividing the NAVD 88
 FH0038.geopotential number by the normal gravity value computed on the
 FH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0038.degrees latitude (g = 980.6199 gals.).
 FH0038
 FH0038.The modeled gravity was interpolated from observed gravity values.
 FH0038
 FH0038;                    North         East    Units  Estimated Accuracy
 FH0038;SPC AR N     -   146,540.      203,480.      MT  (+/- 180 meters Scaled)
 FH0038
 FH0038                          SUPERSEDED SURVEY CONTROL
 FH0038
 FH0038  NGVD 29 (??/??/92)  224.60   (m)          736.9    (f) COMPUTED    1 2
 FH0038
 FH0038.Superseded values are not recommended for survey control.
 FH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0038.See file dsdata.txt to determine how the superseded data were derived.
 FH0038
 FH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV940440(NAD 83)
 FH0038_MARKER: R = RIVET
 FH0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0038_SP_SET: CULVERT
 FH0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0038
 FH0038  HISTORY     - Date     Condition        Report By
 FH0038  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0038  HISTORY     - 1959     GOOD             NGS
 FH0038  HISTORY     - 19891115 MARK NOT FOUND   NGS
 FH0038
 FH0038                          STATION DESCRIPTION
 FH0038
 FH0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0038'AT MOUNTAINBURG.
 FH0038'AT MOUNTAINBURG, CRAWFORD COUNTY, 1/2 MILE NORTHEAST ALONG THE
 FH0038'ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION, AT A PRIVATE-ROAD
 FH0038'CROSSING.  45.2 FEET SOUTH OF THE CENTERLINE OF THE PRIVATE ROAD,
 FH0038'38.8 FEET EAST OF POLE 389+29, 9.1 FEET SOUTHEAST OF THE CENTERLINE
 FH0038'OF THE TRACK, AND IN THE TOP OF THE NORTHWEST CONCRETE HEADWALL
 FH0038'OF A CULVERT.  A STANDARD MONEL-METAL RIVET.
 FH0038
 FH0038                          STATION RECOVERY (1989)
 FH0038
 FH0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1217 ***********************************************************************
 FF1217  DESIGNATION -  RV 29
 FF1217  PID         -  FF1217
 FF1217  STATE/COUNTY-  AR/JACKSON
 FF1217  USGS QUAD   -  BRADFORD (1980)
 FF1217
 FF1217                         *CURRENT SURVEY CONTROL
 FF1217  ___________________________________________________________________
 FF1217* NAD 83(1986)-  35 28 21.     (N)    091 24 30.     (W)     SCALED    
 FF1217* NAVD 88     -        66.771  (meters)     219.06   (feet)  ADJUSTED  
 FF1217  ___________________________________________________________________
 FF1217  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1217  DYNAMIC HT  -          66.713 (meters)     218.87  (feet)  COMP
 FF1217  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 FF1217
 FF1217  VERT ORDER  -  FIRST     CLASS II
 FF1217
 FF1217.The horizontal coordinates were scaled from a topographic map and have
 FF1217.an estimated accuracy of +/- 6 seconds.
 FF1217
 FF1217.The orthometric height was determined by differential leveling
 FF1217.and adjusted by the National Geodetic Survey in June 1991..
 FF1217
 FF1217.The geoid height was determined by GEOID03.
 FF1217
 FF1217.The dynamic height is computed by dividing the NAVD 88
 FF1217.geopotential number by the normal gravity value computed on the
 FF1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1217.degrees latitude (g = 980.6199 gals.).
 FF1217
 FF1217.The modeled gravity was interpolated from observed gravity values.
 FF1217
 FF1217;                    North         East    Units  Estimated Accuracy
 FF1217;SPC AR N     -   126,540.      453,700.      MT  (+/- 180 meters Scaled)
 FF1217
 FF1217                          SUPERSEDED SURVEY CONTROL
 FF1217
 FF1217  NGVD 29 (??/??/??)   66.716  (m)          218.88   (f) ADJUSTED    1 2
 FF1217
 FF1217.Superseded values are not recommended for survey control.
 FF1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1217.See file dsdata.txt to determine how the superseded data were derived.
 FF1217
 FF1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV444266(NAD 83)
 FF1217_MARKER: R = RIVET
 FF1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1217_SP_SET: CULVERT
 FF1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1217
 FF1217  HISTORY     - Date     Condition        Report By
 FF1217  HISTORY     - UNK      MONUMENTED       MPRR
 FF1217  HISTORY     - 1931     GOOD             CGS
 FF1217  HISTORY     - 1934     GOOD             CGS
 FF1217  HISTORY     - 20020419 MARK NOT FOUND   USACE
 FF1217
 FF1217                          STATION DESCRIPTION
 FF1217
 FF1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1217'0.1 MI S FROM GRANDGLAISE.
 FF1217'ABOUT 0.1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1217'GRANDGLAISE, JACKSON COUNTY, ON THE SOUTHBOUND MAIN TRACK AT POLE
 FF1217'273+31, AND IN THE CENTER LINE OF THE EAST CONCRETE HEAD WALL OF A
 FF1217'24-INCH CORRUGATED-IRON PIPE CULVERT.  A STANDARD MONEL-METAL RIVET.
 FF1217
 FF1217                          STATION RECOVERY (1934)
 FF1217
 FF1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1217'RECOVERED IN GOOD CONDITION.
 FF1217
 FF1217                          STATION RECOVERY (2002)
 FF1217
 FF1217'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1317 ***********************************************************************
 FF1317  DESIGNATION -  RV 3
 FF1317  PID         -  FF1317
 FF1317  STATE/COUNTY-  AR/WHITE
 FF1317  USGS QUAD   -  KENSETT (1994)
 FF1317
 FF1317                         *CURRENT SURVEY CONTROL
 FF1317  ___________________________________________________________________
 FF1317* NAD 83(1986)-  35 14 53.     (N)    091 38 49.     (W)     SCALED    
 FF1317* NAVD 88     -        63.376  (meters)     207.93   (feet)  ADJUSTED  
 FF1317  ___________________________________________________________________
 FF1317  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1317  DYNAMIC HT  -          63.319 (meters)     207.74  (feet)  COMP
 FF1317  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 FF1317
 FF1317  VERT ORDER  -  FIRST     CLASS II
 FF1317
 FF1317.The horizontal coordinates were scaled from a topographic map and have
 FF1317.an estimated accuracy of +/- 6 seconds.
 FF1317
 FF1317.The orthometric height was determined by differential leveling
 FF1317.and adjusted by the National Geodetic Survey in June 1991..
 FF1317
 FF1317.The geoid height was determined by GEOID03.
 FF1317
 FF1317.The dynamic height is computed by dividing the NAVD 88
 FF1317.geopotential number by the normal gravity value computed on the
 FF1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1317.degrees latitude (g = 980.6199 gals.).
 FF1317
 FF1317.The modeled gravity was interpolated from observed gravity values.
 FF1317
 FF1317;                    North         East    Units  Estimated Accuracy
 FF1317;SPC AR N     -   101,540.      432,130.      MT  (+/- 180 meters Scaled)
 FF1317
 FF1317                          SUPERSEDED SURVEY CONTROL
 FF1317
 FF1317  NGVD 29 (??/??/??)   63.332  (m)          207.78   (f) ADJUSTED    1 2
 FF1317
 FF1317.Superseded values are not recommended for survey control.
 FF1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1317.See file dsdata.txt to determine how the superseded data were derived.
 FF1317
 FF1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV230013(NAD 83)
 FF1317_MARKER: R = RIVET
 FF1317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1317_SP_SET: CULVERT
 FF1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1317
 FF1317  HISTORY     - Date     Condition        Report By
 FF1317  HISTORY     - UNK      MONUMENTED       MPRR
 FF1317  HISTORY     - 1931     GOOD             CGS
 FF1317  HISTORY     - 1934     GOOD             CGS
 FF1317  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1317
 FF1317                          STATION DESCRIPTION
 FF1317
 FF1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1317'1.7 MI NE FROM KENSETT.
 FF1317'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1317'FROM KENSETT, WHITE COUNTY, OPPOSITE POLE 294+27, ABOUT 100
 FF1317'FEET WEST OF THE TRACK, AT A DOUBLE 2-1/2-BY 6-FOOT CONCRETE
 FF1317'CULVERT ON UNITED STATES HIGHWAY 67, AND IN THE TOP OF THE
 FF1317'EAST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 FF1317
 FF1317                          STATION RECOVERY (1934)
 FF1317
 FF1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1317'RECOVERED IN GOOD CONDITION.
 FF1317
 FF1317                          STATION RECOVERY (2003)
 FF1317
 FF1317'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0053 ***********************************************************************
 GG0053  DESIGNATION -  RV 3
 GG0053  PID         -  GG0053
 GG0053  STATE/COUNTY-  AR/BENTON
 GG0053  USGS QUAD   -  PEA RIDGE (1981)
 GG0053
 GG0053                         *CURRENT SURVEY CONTROL
 GG0053  ___________________________________________________________________
 GG0053* NAD 83(1986)-  36 26 16.     (N)    094 00 03.     (W)     SCALED    
 GG0053* NAVD 88     -       444.231  (meters)    1457.45   (feet)  ADJUSTED  
 GG0053  ___________________________________________________________________
 GG0053  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GG0053  DYNAMIC HT  -         443.840 (meters)    1456.17  (feet)  COMP
 GG0053  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 GG0053
 GG0053  VERT ORDER  -  FIRST     CLASS II
 GG0053
 GG0053.The horizontal coordinates were scaled from a topographic map and have
 GG0053.an estimated accuracy of +/- 6 seconds.
 GG0053
 GG0053.The orthometric height was determined by differential leveling
 GG0053.and adjusted by the National Geodetic Survey in June 1991..
 GG0053
 GG0053.The geoid height was determined by GEOID03.
 GG0053
 GG0053.The dynamic height is computed by dividing the NAVD 88
 GG0053.geopotential number by the normal gravity value computed on the
 GG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0053.degrees latitude (g = 980.6199 gals.).
 GG0053
 GG0053.The modeled gravity was interpolated from observed gravity values.
 GG0053
 GG0053;                    North         East    Units  Estimated Accuracy
 GG0053;SPC AR N     -   235,310.      220,600.      MT  (+/- 180 meters Scaled)
 GG0053
 GG0053                          SUPERSEDED SURVEY CONTROL
 GG0053
 GG0053  NGVD 29 (??/??/92)  444.079  (m)         1456.95   (f) ADJ UNCH    1 2
 GG0053
 GG0053.Superseded values are not recommended for survey control.
 GG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0053.See file dsdata.txt to determine how the superseded data were derived.
 GG0053
 GG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA102329(NAD 83)
 GG0053_MARKER: R = RIVET
 GG0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0053_SP_SET: CULVERT
 GG0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0053
 GG0053  HISTORY     - Date     Condition        Report By
 GG0053  HISTORY     - UNK      MONUMENTED       SLSFRR
 GG0053  HISTORY     - 1961     GOOD             NGS
 GG0053  HISTORY     - 1987     POOR             USPSQD
 GG0053
 GG0053                          STATION DESCRIPTION
 GG0053
 GG0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0053'1.9 MI S FROM GARFIELD.
 GG0053'1.9 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0053'GARFIELD, BENTON COUNTY, 23-1/2 POLES SOUTH OF MILEPOST 321,
 GG0053'ON THE WEST SIDE OF THE TRACK, AND IN THE TOP OF THE WEST HEADWALL
 GG0053'OF A STONE CULVERT.  A STANDARD MONEL-METAL RIVET.
 GG0053
 GG0053                          STATION RECOVERY (1987)
 GG0053
 GG0053'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0053'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0580 ***********************************************************************
 DL0580  DESIGNATION -  RV 30
 DL0580  PID         -  DL0580
 DL0580  STATE/COUNTY-  AR/LAFAYETTE
 DL0580  USGS QUAD   -  BUCKNER (1968)
 DL0580
 DL0580                         *CURRENT SURVEY CONTROL
 DL0580  ___________________________________________________________________
 DL0580* NAD 83(1986)-  33 15 21.     (N)    093 29 35.     (W)     SCALED    
 DL0580* NAVD 88     -        83.072  (meters)     272.55   (feet)  ADJUSTED  
 DL0580  ___________________________________________________________________
 DL0580  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DL0580  DYNAMIC HT  -          82.982 (meters)     272.25  (feet)  COMP
 DL0580  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 DL0580
 DL0580  VERT ORDER  -  SECOND    CLASS 0
 DL0580
 DL0580.The horizontal coordinates were scaled from a topographic map and have
 DL0580.an estimated accuracy of +/- 6 seconds.
 DL0580
 DL0580.The orthometric height was determined by differential leveling
 DL0580.and adjusted by the National Geodetic Survey in June 1991..
 DL0580
 DL0580.The geoid height was determined by GEOID03.
 DL0580
 DL0580.The dynamic height is computed by dividing the NAVD 88
 DL0580.geopotential number by the normal gravity value computed on the
 DL0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0580.degrees latitude (g = 980.6199 gals.).
 DL0580
 DL0580.The modeled gravity was interpolated from observed gravity values.
 DL0580
 DL0580;                    North         East    Units  Estimated Accuracy
 DL0580;SPC AR S     -   466,360.      260,880.      MT  (+/- 180 meters Scaled)
 DL0580
 DL0580                          SUPERSEDED SURVEY CONTROL
 DL0580
 DL0580  NGVD 29 (??/??/92)   83.116  (m)          272.69   (f) ADJ UNCH    2 0
 DL0580
 DL0580.Superseded values are not recommended for survey control.
 DL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0580.See file dsdata.txt to determine how the superseded data were derived.
 DL0580
 DL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS540797(NAD 83)
 DL0580_MARKER: R = RIVET
 DL0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0580+STABILITY: SURFACE MOTION
 DL0580
 DL0580  HISTORY     - Date     Condition        Report By
 DL0580  HISTORY     - UNK      MONUMENTED       LARR
 DL0580  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0580
 DL0580                          STATION DESCRIPTION
 DL0580
 DL0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0580'0.9 MI S FROM MCKAMIE.
 DL0580'ABOUT 0.9 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0580'STATION AT MCKAMIE, LAFAYETTE COUNTY, AT MILEPOST 30, AND EAST OF THE
 DL0580'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DL0580'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0040 ***********************************************************************
 FH0040  DESIGNATION -  RV 30
 FH0040  PID         -  FH0040
 FH0040  STATE/COUNTY-  AR/CRAWFORD
 FH0040  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0040
 FH0040                         *CURRENT SURVEY CONTROL
 FH0040  ___________________________________________________________________
 FH0040* NAD 83(1986)-  35 36 59.     (N)    094 10 56.     (W)     SCALED    
 FH0040* NAVD 88     -       213.008  (meters)     698.84   (feet)  ADJUSTED  
 FH0040  ___________________________________________________________________
 FH0040  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FH0040  DYNAMIC HT  -         212.812 (meters)     698.20  (feet)  COMP
 FH0040  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 FH0040
 FH0040  VERT ORDER  -  FIRST     CLASS II
 FH0040
 FH0040.The horizontal coordinates were scaled from a topographic map and have
 FH0040.an estimated accuracy of +/- 6 seconds.
 FH0040
 FH0040.The orthometric height was determined by differential leveling
 FH0040.and adjusted by the National Geodetic Survey in June 1991..
 FH0040.WARNING-Repeat measurements at this control monument indicate possible
 FH0040.vertical movement.
 FH0040
 FH0040.The geoid height was determined by GEOID03.
 FH0040
 FH0040.The dynamic height is computed by dividing the NAVD 88
 FH0040.geopotential number by the normal gravity value computed on the
 FH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0040.degrees latitude (g = 980.6199 gals.).
 FH0040
 FH0040.The modeled gravity was interpolated from observed gravity values.
 FH0040
 FH0040;                    North         East    Units  Estimated Accuracy
 FH0040;SPC AR N     -   144,540.      202,320.      MT  (+/- 180 meters Scaled)
 FH0040
 FH0040                          SUPERSEDED SURVEY CONTROL
 FH0040
 FH0040  NGVD 29 (??/??/92)  212.879  (m)          698.42   (f) ADJ UNCH    1 2
 FH0040
 FH0040.Superseded values are not recommended for survey control.
 FH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0040.See file dsdata.txt to determine how the superseded data were derived.
 FH0040
 FH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV929420(NAD 83)
 FH0040_MARKER: R = RIVET
 FH0040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0040_SP_SET: ABUTMENT
 FH0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0040+STABILITY: POSITION/ELEVATION WELL
 FH0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0040+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1989
 FH0040
 FH0040  HISTORY     - Date     Condition        Report By
 FH0040  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0040  HISTORY     - 1959     GOOD             NGS
 FH0040  HISTORY     - 19891107 GOOD             NGS
 FH0040
 FH0040                          STATION DESCRIPTION
 FH0040
 FH0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0040'1 MI S FROM MOUNTAINBURG.
 FH0040'1.0 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0040'MOUNTAINBURG, CRAWFORD COUNTY, AT POLE 391+5, AT BRIDGE 391.1,
 FH0040'AND IN THE TOP OF THE WEST SIDE OF THE SOUTH CONCRETE ABUTMENT.
 FH0040'A STANDARD MONEL-METAL RIVET.
 FH0040
 FH0040                          STATION RECOVERY (1989)
 FH0040
 FH0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0040'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.4 KM
 FH0040'(0.85 MI) SOUTHWESTERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM
 FH0040'THE JUNCTION OF STATE HIGHWAY 282 IN MOUNTAINBURG, IN TOP OF AND 0.4
 FH0040'M (1.3 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 FH0040'RAILROAD BRIDGE SPANNING FROG BAYOU, 2.5 M (8.2 FT) WEST OF THE NEAR
 FH0040'RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1218 ***********************************************************************
 FF1218  DESIGNATION -  RV 30
 FF1218  PID         -  FF1218
 FF1218  STATE/COUNTY-  AR/JACKSON
 FF1218  USGS QUAD   -  BRADFORD (1980)
 FF1218
 FF1218                         *CURRENT SURVEY CONTROL
 FF1218  ___________________________________________________________________
 FF1218* NAD 83(1986)-  35 28 44.     (N)    091 24 15.     (W)     SCALED    
 FF1218* NAVD 88     -        66.692  (meters)     218.81   (feet)  ADJUSTED  
 FF1218  ___________________________________________________________________
 FF1218  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1218  DYNAMIC HT  -          66.634 (meters)     218.62  (feet)  COMP
 FF1218  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 FF1218
 FF1218  VERT ORDER  -  FIRST     CLASS II
 FF1218
 FF1218.The horizontal coordinates were scaled from a topographic map and have
 FF1218.an estimated accuracy of +/- 6 seconds.
 FF1218
 FF1218.The orthometric height was determined by differential leveling
 FF1218.and adjusted by the National Geodetic Survey in June 1991..
 FF1218
 FF1218.The geoid height was determined by GEOID03.
 FF1218
 FF1218.The dynamic height is computed by dividing the NAVD 88
 FF1218.geopotential number by the normal gravity value computed on the
 FF1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1218.degrees latitude (g = 980.6199 gals.).
 FF1218
 FF1218.The modeled gravity was interpolated from observed gravity values.
 FF1218
 FF1218;                    North         East    Units  Estimated Accuracy
 FF1218;SPC AR N     -   127,250.      454,070.      MT  (+/- 180 meters Scaled)
 FF1218
 FF1218                          SUPERSEDED SURVEY CONTROL
 FF1218
 FF1218  NGVD 29 (??/??/??)   66.636  (m)          218.62   (f) ADJUSTED    1 2
 FF1218
 FF1218.Superseded values are not recommended for survey control.
 FF1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1218.See file dsdata.txt to determine how the superseded data were derived.
 FF1218
 FF1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV447273(NAD 83)
 FF1218_MARKER: R = RIVET
 FF1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1218_SP_SET: CULVERT
 FF1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1218
 FF1218  HISTORY     - Date     Condition        Report By
 FF1218  HISTORY     - UNK      MONUMENTED       MPRR
 FF1218  HISTORY     - 1931     GOOD             CGS
 FF1218  HISTORY     - 1934     GOOD             CGS
 FF1218
 FF1218                          STATION DESCRIPTION
 FF1218
 FF1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1218'0.4 MI N FROM GRANDGLAISE.
 FF1218'ABOUT 0.4 MILE NORTH ALONG THE MISSOURI PACIFIC FROM THE STATION
 FF1218'AT GRANDGLAISE, JACKSON COUNTY, AT POLE 273+11, AND IN THE CENTER
 FF1218'LINE OF THE EAST HEAD WALL OF A DOUBLE 6- BY 7-FOOT CONCRETE
 FF1218'CULVERT.  A STANDARD MONEL-METAL RIVET.
 FF1218
 FF1218                          STATION RECOVERY (1934)
 FF1218
 FF1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0582 ***********************************************************************
 DL0582  DESIGNATION -  RV 31
 DL0582  PID         -  DL0582
 DL0582  STATE/COUNTY-  AR/LAFAYETTE
 DL0582  USGS QUAD   -  BUSSEY (1960)
 DL0582
 DL0582                         *CURRENT SURVEY CONTROL
 DL0582  ___________________________________________________________________
 DL0582* NAD 83(1986)-  33 14 35.     (N)    093 29 13.     (W)     SCALED    
 DL0582* NAVD 88     -        83.006  (meters)     272.33   (feet)  ADJUSTED  
 DL0582  ___________________________________________________________________
 DL0582  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DL0582  DYNAMIC HT  -          82.917 (meters)     272.04  (feet)  COMP
 DL0582  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 DL0582
 DL0582  VERT ORDER  -  SECOND    CLASS 0
 DL0582
 DL0582.The horizontal coordinates were scaled from a topographic map and have
 DL0582.an estimated accuracy of +/- 6 seconds.
 DL0582
 DL0582.The orthometric height was determined by differential leveling
 DL0582.and adjusted by the National Geodetic Survey in June 1991..
 DL0582
 DL0582.The geoid height was determined by GEOID03.
 DL0582
 DL0582.The dynamic height is computed by dividing the NAVD 88
 DL0582.geopotential number by the normal gravity value computed on the
 DL0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0582.degrees latitude (g = 980.6199 gals.).
 DL0582
 DL0582.The modeled gravity was interpolated from observed gravity values.
 DL0582
 DL0582;                    North         East    Units  Estimated Accuracy
 DL0582;SPC AR S     -   464,940.      261,430.      MT  (+/- 180 meters Scaled)
 DL0582
 DL0582                          SUPERSEDED SURVEY CONTROL
 DL0582
 DL0582  NGVD 29 (??/??/92)   83.051  (m)          272.48   (f) ADJ UNCH    2 0
 DL0582
 DL0582.Superseded values are not recommended for survey control.
 DL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0582.See file dsdata.txt to determine how the superseded data were derived.
 DL0582
 DL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS546783(NAD 83)
 DL0582_MARKER: R = RIVET
 DL0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0582+STABILITY: SURFACE MOTION
 DL0582
 DL0582  HISTORY     - Date     Condition        Report By
 DL0582  HISTORY     - UNK      MONUMENTED       LARR
 DL0582  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0582
 DL0582                          STATION DESCRIPTION
 DL0582
 DL0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0582'1.8 MI S FROM MCKAMIE.
 DL0582'ABOUT 1.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0582'THE STATION AT MCKAMIE, LAFAYETTE COUNTY, AND EAST OF THE TRACK.  A
 DL0582'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0042 ***********************************************************************
 FH0042  DESIGNATION -  RV 31
 FH0042  PID         -  FH0042
 FH0042  STATE/COUNTY-  AR/CRAWFORD
 FH0042  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0042
 FH0042                         *CURRENT SURVEY CONTROL
 FH0042  ___________________________________________________________________
 FH0042* NAD 83(1986)-  35 35 31.     (N)    094 12 05.     (W)     SCALED    
 FH0042* NAVD 88     -       202.560  (meters)     664.57   (feet)  ADJUSTED  
 FH0042  ___________________________________________________________________
 FH0042  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 FH0042  DYNAMIC HT  -         202.372 (meters)     663.95  (feet)  COMP
 FH0042  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 FH0042
 FH0042  VERT ORDER  -  FIRST     CLASS II
 FH0042
 FH0042.The horizontal coordinates were scaled from a topographic map and have
 FH0042.an estimated accuracy of +/- 6 seconds.
 FH0042
 FH0042.The orthometric height was determined by differential leveling
 FH0042.and adjusted by the National Geodetic Survey in June 1991..
 FH0042
 FH0042.The geoid height was determined by GEOID03.
 FH0042
 FH0042.The dynamic height is computed by dividing the NAVD 88
 FH0042.geopotential number by the normal gravity value computed on the
 FH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0042.degrees latitude (g = 980.6199 gals.).
 FH0042
 FH0042.The modeled gravity was interpolated from observed gravity values.
 FH0042
 FH0042;                    North         East    Units  Estimated Accuracy
 FH0042;SPC AR N     -   141,860.      200,530.      MT  (+/- 180 meters Scaled)
 FH0042
 FH0042                          SUPERSEDED SURVEY CONTROL
 FH0042
 FH0042  NGVD 29 (10/05/93)  202.436  (m)          664.16   (f) ADJUSTED    1 2
 FH0042
 FH0042.Superseded values are not recommended for survey control.
 FH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0042.See file dsdata.txt to determine how the superseded data were derived.
 FH0042
 FH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV911393(NAD 83)
 FH0042_MARKER: R = RIVET
 FH0042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0042_SP_SET: RETAINING WALL
 FH0042_MARK LOGO: NONE  
 FH0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0042+STABILITY: SURFACE MOTION
 FH0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0042+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1989
 FH0042
 FH0042  HISTORY     - Date     Condition        Report By
 FH0042  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0042  HISTORY     - 1959     GOOD             NGS
 FH0042  HISTORY     - 19891107 GOOD             NGS
 FH0042
 FH0042                          STATION DESCRIPTION
 FH0042
 FH0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0042'3 MI S FROM MOUNTAINBURG.
 FH0042'3.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0042'MOUNTAINBURG, CRAWFORD COUNTY, AT BRIDGE 393.3, SOUTHEAST OF THE
 FH0042'TRACK, AND IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT.  A
 FH0042'STANDARD MONEL-METAL RIVET.
 FH0042
 FH0042                          STATION RECOVERY (1989)
 FH0042
 FH0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0042'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.5 KM
 FH0042'(2.80 MI) SOUTHWESTERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM
 FH0042'THE JUNCTION OF STATE HIGHWAY 282 IN MOUNTAINBURG, IN TOP OF AND 0.5
 FH0042'M (1.6 FT) NORTH OF THE SOUTH END OF THE NORTH RETAINING WALL OF A
 FH0042'RAILROAD BRIDGE, 1.8 M (5.9 FT) SOUTH OF THE NEAR RAIL, AND 0.6 M
 FH0042'(2.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1219 ***********************************************************************
 FF1219  DESIGNATION -  RV 31
 FF1219  PID         -  FF1219
 FF1219  STATE/COUNTY-  AR/JACKSON
 FF1219  USGS QUAD   -  BRADFORD (1980)
 FF1219
 FF1219                         *CURRENT SURVEY CONTROL
 FF1219  ___________________________________________________________________
 FF1219* NAD 83(1986)-  35 29 15.     (N)    091 23 55.     (W)     SCALED    
 FF1219* NAVD 88     -        69.287  (meters)     227.32   (feet)  ADJUSTED  
 FF1219  ___________________________________________________________________
 FF1219  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1219  DYNAMIC HT  -          69.227 (meters)     227.12  (feet)  COMP
 FF1219  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 FF1219
 FF1219  VERT ORDER  -  FIRST     CLASS II
 FF1219
 FF1219.The horizontal coordinates were scaled from a topographic map and have
 FF1219.an estimated accuracy of +/- 6 seconds.
 FF1219
 FF1219.The orthometric height was determined by differential leveling
 FF1219.and adjusted by the National Geodetic Survey in June 1991..
 FF1219
 FF1219.The geoid height was determined by GEOID03.
 FF1219
 FF1219.The dynamic height is computed by dividing the NAVD 88
 FF1219.geopotential number by the normal gravity value computed on the
 FF1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1219.degrees latitude (g = 980.6199 gals.).
 FF1219
 FF1219.The modeled gravity was interpolated from observed gravity values.
 FF1219
 FF1219;                    North         East    Units  Estimated Accuracy
 FF1219;SPC AR N     -   128,210.      454,570.      MT  (+/- 180 meters Scaled)
 FF1219
 FF1219                          SUPERSEDED SURVEY CONTROL
 FF1219
 FF1219  NGVD 29 (??/??/??)   69.231  (m)          227.14   (f) ADJUSTED    1 2
 FF1219
 FF1219.Superseded values are not recommended for survey control.
 FF1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1219.See file dsdata.txt to determine how the superseded data were derived.
 FF1219
 FF1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV452282(NAD 83)
 FF1219_MARKER: R = RIVET
 FF1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1219+STABILITY: SURFACE MOTION
 FF1219
 FF1219  HISTORY     - Date     Condition        Report By
 FF1219  HISTORY     - UNK      MONUMENTED       MPRR
 FF1219  HISTORY     - 1931     GOOD             CGS
 FF1219  HISTORY     - 1934     GOOD             CGS
 FF1219
 FF1219                          STATION DESCRIPTION
 FF1219
 FF1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1219'1 MI N FROM GRANDGLAISE.
 FF1219'ABOUT 1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1219'STATION AT GRANDGLAISE, JACKSON COUNTY, AT POLE 272+25, AND IN
 FF1219'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2724 R.
 FF1219'A STANDARD MONEL-METAL RIVET.
 FF1219
 FF1219                          STATION RECOVERY (1934)
 FF1219
 FF1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0584 ***********************************************************************
 DL0584  DESIGNATION -  RV 32
 DL0584  PID         -  DL0584
 DL0584  STATE/COUNTY-  AR/COLUMBIA
 DL0584  USGS QUAD   -  BUSSEY (1960)
 DL0584
 DL0584                         *CURRENT SURVEY CONTROL
 DL0584  ___________________________________________________________________
 DL0584* NAD 83(1986)-  33 13 46.     (N)    093 28 47.     (W)     SCALED    
 DL0584* NAVD 88     -        81.973  (meters)     268.94   (feet)  ADJUSTED  
 DL0584  ___________________________________________________________________
 DL0584  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL0584  DYNAMIC HT  -          81.885 (meters)     268.65  (feet)  COMP
 DL0584  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 DL0584
 DL0584  VERT ORDER  -  SECOND    CLASS 0
 DL0584
 DL0584.The horizontal coordinates were scaled from a topographic map and have
 DL0584.an estimated accuracy of +/- 6 seconds.
 DL0584
 DL0584.The orthometric height was determined by differential leveling
 DL0584.and adjusted by the National Geodetic Survey in June 1991..
 DL0584
 DL0584.The geoid height was determined by GEOID03.
 DL0584
 DL0584.The dynamic height is computed by dividing the NAVD 88
 DL0584.geopotential number by the normal gravity value computed on the
 DL0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0584.degrees latitude (g = 980.6199 gals.).
 DL0584
 DL0584.The modeled gravity was interpolated from observed gravity values.
 DL0584
 DL0584;                    North         East    Units  Estimated Accuracy
 DL0584;SPC AR S     -   463,420.      262,080.      MT  (+/- 180 meters Scaled)
 DL0584
 DL0584                          SUPERSEDED SURVEY CONTROL
 DL0584
 DL0584  NGVD 29 (??/??/92)   82.019  (m)          269.09   (f) ADJ UNCH    2 0
 DL0584
 DL0584.Superseded values are not recommended for survey control.
 DL0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0584.See file dsdata.txt to determine how the superseded data were derived.
 DL0584
 DL0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS553768(NAD 83)
 DL0584_MARKER: R = RIVET
 DL0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0584+STABILITY: SURFACE MOTION
 DL0584
 DL0584  HISTORY     - Date     Condition        Report By
 DL0584  HISTORY     - UNK      MONUMENTED       LARR
 DL0584  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0584
 DL0584                          STATION DESCRIPTION
 DL0584
 DL0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0584'2.8 MI S FROM MCKAMIE.
 DL0584'IN COLUMBIA COUNTY, ABOUT 2.8 MILES SOUTH ALONG THE LOUISIANA AND
 DL0584'ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, AT
 DL0584'MILEPOST 32, AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET
 DL0584'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0044 ***********************************************************************
 FH0044  DESIGNATION -  RV 32
 FH0044  PID         -  FH0044
 FH0044  STATE/COUNTY-  AR/CRAWFORD
 FH0044  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0044
 FH0044                         *CURRENT SURVEY CONTROL
 FH0044  ___________________________________________________________________
 FH0044* NAD 83(1986)-  35 35 10.     (N)    094 13 03.     (W)     SCALED    
 FH0044* NAVD 88     -       199.050  (meters)     653.05   (feet)  ADJUSTED  
 FH0044  ___________________________________________________________________
 FH0044  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FH0044  DYNAMIC HT  -         198.864 (meters)     652.44  (feet)  COMP
 FH0044  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FH0044
 FH0044  VERT ORDER  -  FIRST     CLASS II
 FH0044
 FH0044.The horizontal coordinates were scaled from a topographic map and have
 FH0044.an estimated accuracy of +/- 6 seconds.
 FH0044
 FH0044.The orthometric height was determined by differential leveling
 FH0044.and adjusted by the National Geodetic Survey in June 1991..
 FH0044
 FH0044.The geoid height was determined by GEOID03.
 FH0044
 FH0044.The dynamic height is computed by dividing the NAVD 88
 FH0044.geopotential number by the normal gravity value computed on the
 FH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0044.degrees latitude (g = 980.6199 gals.).
 FH0044
 FH0044.The modeled gravity was interpolated from observed gravity values.
 FH0044
 FH0044;                    North         East    Units  Estimated Accuracy
 FH0044;SPC AR N     -   141,250.      199,050.      MT  (+/- 180 meters Scaled)
 FH0044
 FH0044                          SUPERSEDED SURVEY CONTROL
 FH0044
 FH0044  NGVD 29 (10/05/93)  198.929  (m)          652.65   (f) ADJUSTED    1 2
 FH0044
 FH0044.Superseded values are not recommended for survey control.
 FH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0044.See file dsdata.txt to determine how the superseded data were derived.
 FH0044
 FH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV896387(NAD 83)
 FH0044_MARKER: R = RIVET
 FH0044_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0044_SP_SET: HEADWALL
 FH0044_MARK LOGO: NONE  
 FH0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0044+STABILITY: SURFACE MOTION
 FH0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0044+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1989
 FH0044
 FH0044  HISTORY     - Date     Condition        Report By
 FH0044  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0044  HISTORY     - 1959     GOOD             NGS
 FH0044  HISTORY     - 19891107 GOOD             NGS
 FH0044
 FH0044                          STATION DESCRIPTION
 FH0044
 FH0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0044'1.6 MI N FROM LANCASTER.
 FH0044'1.6 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0044'LANCASTER, CRAWFORD COUNTY, 12-1/2 POLES SOUTH OF MILEPOST 394,
 FH0044'AT A CULVERT, AND IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 FH0044'CONCRETE HEADWALL.  A STANDARD MONEL-METAL RIVET.
 FH0044
 FH0044                          STATION RECOVERY (1989)
 FH0044
 FH0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0044'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.1 KM
 FH0044'(3.80 MI) SOUTHWESTERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM
 FH0044'THE JUNCTION OF STATE HIGHWAY 282 IN MOUNTAINBURG, IN TOP OF AND 0.3
 FH0044'M (1.0 FT) WEST OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 FH0044'CULVERT,1.2 M (5.9 FT) SOUTH OF THE NEAR RAIL, AND 0.2 M (0.7 FT)
 FH0044'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1221 ***********************************************************************
 FF1221  DESIGNATION -  RV 32
 FF1221  PID         -  FF1221
 FF1221  STATE/COUNTY-  AR/JACKSON
 FF1221  USGS QUAD   -  BRADFORD (1980)
 FF1221
 FF1221                         *CURRENT SURVEY CONTROL
 FF1221  ___________________________________________________________________
 FF1221* NAD 83(1986)-  35 29 51.     (N)    091 23 35.     (W)     SCALED    
 FF1221* NAVD 88     -        68.361  (meters)     224.28   (feet)  ADJUSTED  
 FF1221  ___________________________________________________________________
 FF1221  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1221  DYNAMIC HT  -          68.302 (meters)     224.09  (feet)  COMP
 FF1221  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 FF1221
 FF1221  VERT ORDER  -  FIRST     CLASS II
 FF1221
 FF1221.The horizontal coordinates were scaled from a topographic map and have
 FF1221.an estimated accuracy of +/- 6 seconds.
 FF1221
 FF1221.The orthometric height was determined by differential leveling
 FF1221.and adjusted by the National Geodetic Survey in June 1991..
 FF1221
 FF1221.The geoid height was determined by GEOID03.
 FF1221
 FF1221.The dynamic height is computed by dividing the NAVD 88
 FF1221.geopotential number by the normal gravity value computed on the
 FF1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1221.degrees latitude (g = 980.6199 gals.).
 FF1221
 FF1221.The modeled gravity was interpolated from observed gravity values.
 FF1221
 FF1221;                    North         East    Units  Estimated Accuracy
 FF1221;SPC AR N     -   129,320.      455,070.      MT  (+/- 180 meters Scaled)
 FF1221
 FF1221                          SUPERSEDED SURVEY CONTROL
 FF1221
 FF1221  NGVD 29 (??/??/??)   68.305  (m)          224.10   (f) ADJUSTED    1 2
 FF1221
 FF1221.Superseded values are not recommended for survey control.
 FF1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1221.See file dsdata.txt to determine how the superseded data were derived.
 FF1221
 FF1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV457294(NAD 83)
 FF1221_MARKER: R = RIVET
 FF1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1221+STABILITY: SURFACE MOTION
 FF1221
 FF1221  HISTORY     - Date     Condition        Report By
 FF1221  HISTORY     - UNK      MONUMENTED       MPRR
 FF1221  HISTORY     - 1931     GOOD             CGS
 FF1221  HISTORY     - 1934     GOOD             CGS
 FF1221
 FF1221                          STATION DESCRIPTION
 FF1221
 FF1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1221'2 MI S FROM OLYPHANT.
 FF1221'ABOUT 2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1221'THE STATION AT OLYPHANT, JACKSON COUNTY, AT POLE 271+34, AND IN
 FF1221'THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY
 FF1221'FEED.  A STANDARD MONEL-METAL RIVET.
 FF1221
 FF1221                          STATION RECOVERY (1934)
 FF1221
 FF1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0586 ***********************************************************************
 DL0586  DESIGNATION -  RV 32.5
 DL0586  PID         -  DL0586
 DL0586  STATE/COUNTY-  AR/COLUMBIA
 DL0586  USGS QUAD   -  BUSSEY (1960)
 DL0586
 DL0586                         *CURRENT SURVEY CONTROL
 DL0586  ___________________________________________________________________
 DL0586* NAD 83(1986)-  33 13 23.     (N)    093 28 35.     (W)     SCALED    
 DL0586* NAVD 88     -        82.063  (meters)     269.24   (feet)  ADJUSTED  
 DL0586  ___________________________________________________________________
 DL0586  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DL0586  DYNAMIC HT  -          81.975 (meters)     268.95  (feet)  COMP
 DL0586  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 DL0586
 DL0586  VERT ORDER  -  SECOND    CLASS 0
 DL0586
 DL0586.The horizontal coordinates were scaled from a topographic map and have
 DL0586.an estimated accuracy of +/- 6 seconds.
 DL0586
 DL0586.The orthometric height was determined by differential leveling
 DL0586.and adjusted by the National Geodetic Survey in June 1991..
 DL0586
 DL0586.The geoid height was determined by GEOID03.
 DL0586
 DL0586.The dynamic height is computed by dividing the NAVD 88
 DL0586.geopotential number by the normal gravity value computed on the
 DL0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0586.degrees latitude (g = 980.6199 gals.).
 DL0586
 DL0586.The modeled gravity was interpolated from observed gravity values.
 DL0586
 DL0586;                    North         East    Units  Estimated Accuracy
 DL0586;SPC AR S     -   462,700.      262,380.      MT  (+/- 180 meters Scaled)
 DL0586
 DL0586                          SUPERSEDED SURVEY CONTROL
 DL0586
 DL0586  NGVD 29 (??/??/92)   82.110  (m)          269.39   (f) ADJ UNCH    2 0
 DL0586
 DL0586.Superseded values are not recommended for survey control.
 DL0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0586.See file dsdata.txt to determine how the superseded data were derived.
 DL0586
 DL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS556761(NAD 83)
 DL0586_MARKER: R = RIVET
 DL0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0586+STABILITY: SURFACE MOTION
 DL0586
 DL0586  HISTORY     - Date     Condition        Report By
 DL0586  HISTORY     - UNK      MONUMENTED       LARR
 DL0586  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0586
 DL0586                          STATION DESCRIPTION
 DL0586
 DL0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0586'3.3 MI S FROM MCKAMIE.
 DL0586'IN COLUMBIA COUNTY, ABOUT 3.3 MILES SOUTH ALONG THE LOUISIANA AND
 DL0586'ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, AT
 DL0586'MILEAGE 32.5, AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET,
 DL0586'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0587 ***********************************************************************
 DL0587  DESIGNATION -  RV 33
 DL0587  PID         -  DL0587
 DL0587  STATE/COUNTY-  AR/COLUMBIA
 DL0587  USGS QUAD   -  BUSSEY (1960)
 DL0587
 DL0587                         *CURRENT SURVEY CONTROL
 DL0587  ___________________________________________________________________
 DL0587* NAD 83(1986)-  33 12 59.     (N)    093 28 22.     (W)     SCALED    
 DL0587* NAVD 88     -        82.632  (meters)     271.10   (feet)  ADJUSTED  
 DL0587  ___________________________________________________________________
 DL0587  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL0587  DYNAMIC HT  -          82.543 (meters)     270.81  (feet)  COMP
 DL0587  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 DL0587
 DL0587  VERT ORDER  -  SECOND    CLASS 0
 DL0587
 DL0587.The horizontal coordinates were scaled from a topographic map and have
 DL0587.an estimated accuracy of +/- 6 seconds.
 DL0587
 DL0587.The orthometric height was determined by differential leveling
 DL0587.and adjusted by the National Geodetic Survey in June 1991..
 DL0587
 DL0587.The geoid height was determined by GEOID03.
 DL0587
 DL0587.The dynamic height is computed by dividing the NAVD 88
 DL0587.geopotential number by the normal gravity value computed on the
 DL0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0587.degrees latitude (g = 980.6199 gals.).
 DL0587
 DL0587.The modeled gravity was interpolated from observed gravity values.
 DL0587
 DL0587;                    North         East    Units  Estimated Accuracy
 DL0587;SPC AR S     -   461,960.      262,700.      MT  (+/- 180 meters Scaled)
 DL0587
 DL0587                          SUPERSEDED SURVEY CONTROL
 DL0587
 DL0587  NGVD 29 (??/??/92)   82.678  (m)          271.25   (f) ADJ UNCH    2 0
 DL0587
 DL0587.Superseded values are not recommended for survey control.
 DL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0587.See file dsdata.txt to determine how the superseded data were derived.
 DL0587
 DL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS559753(NAD 83)
 DL0587_MARKER: R = RIVET
 DL0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0587+STABILITY: SURFACE MOTION
 DL0587
 DL0587  HISTORY     - Date     Condition        Report By
 DL0587  HISTORY     - UNK      MONUMENTED       LARR
 DL0587  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0587
 DL0587                          STATION DESCRIPTION
 DL0587
 DL0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0587'3.8 MI S FROM MCKAMIE.
 DL0587'IN COLUMBIA COUNTY, ABOUT 3.8 MILES SOUTH ALONG THE LOUISIANA AND
 DL0587'ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, AT
 DL0587'MILEPOST 33, AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET
 DL0587'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0942 ***********************************************************************
 FF0942  DESIGNATION -  RV 33
 FF0942  PID         -  FF0942
 FF0942  STATE/COUNTY-  AR/JACKSON
 FF0942  USGS QUAD   -  OLYPHANT (1962)
 FF0942
 FF0942                         *CURRENT SURVEY CONTROL
 FF0942  ___________________________________________________________________
 FF0942* NAD 83(1986)-  35 30 39.     (N)    091 23 08.     (W)     SCALED    
 FF0942* NAVD 88     -        69.944  (meters)     229.47   (feet)  ADJUSTED  
 FF0942  ___________________________________________________________________
 FF0942  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0942  DYNAMIC HT  -          69.884 (meters)     229.28  (feet)  COMP
 FF0942  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 FF0942
 FF0942  VERT ORDER  -  FIRST     CLASS II
 FF0942
 FF0942.The horizontal coordinates were scaled from a topographic map and have
 FF0942.an estimated accuracy of +/- 6 seconds.
 FF0942
 FF0942.The orthometric height was determined by differential leveling
 FF0942.and adjusted by the National Geodetic Survey in June 1991..
 FF0942
 FF0942.The geoid height was determined by GEOID03.
 FF0942
 FF0942.The dynamic height is computed by dividing the NAVD 88
 FF0942.geopotential number by the normal gravity value computed on the
 FF0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0942.degrees latitude (g = 980.6199 gals.).
 FF0942
 FF0942.The modeled gravity was interpolated from observed gravity values.
 FF0942
 FF0942;                    North         East    Units  Estimated Accuracy
 FF0942;SPC AR N     -   130,810.      455,740.      MT  (+/- 180 meters Scaled)
 FF0942
 FF0942                          SUPERSEDED SURVEY CONTROL
 FF0942
 FF0942  NGVD 29 (??/??/??)   69.887  (m)          229.29   (f) ADJUSTED    1 2
 FF0942
 FF0942.Superseded values are not recommended for survey control.
 FF0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0942.See file dsdata.txt to determine how the superseded data were derived.
 FF0942
 FF0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV464308(NAD 83)
 FF0942_MARKER: R = RIVET
 FF0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0942+STABILITY: SURFACE MOTION
 FF0942
 FF0942  HISTORY     - Date     Condition        Report By
 FF0942  HISTORY     - UNK      MONUMENTED       MPRR
 FF0942  HISTORY     - 1931     GOOD             CGS
 FF0942  HISTORY     - 1934     GOOD             CGS
 FF0942  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FF0942
 FF0942                          STATION DESCRIPTION
 FF0942
 FF0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0942'1 MI S FROM OLYPHANT.
 FF0942'ABOUT 1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0942'STATION AT OLYPHANT, JACKSON COUNTY, AT POLE 270+33, AT A BRIDGE
 FF0942'SIGNAL, AND IN THE CENTER OF THE WEST SIDE OF THE EAST CONCRETE
 FF0942'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
 FF0942
 FF0942                          STATION RECOVERY (1934)
 FF0942
 FF0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0942'RECOVERED IN GOOD CONDITION.
 FF0942
 FF0942                          STATION RECOVERY (2002)
 FF0942
 FF0942'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0045 ***********************************************************************
 FH0045  DESIGNATION -  RV 33
 FH0045  PID         -  FH0045
 FH0045  STATE/COUNTY-  AR/CRAWFORD
 FH0045  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0045
 FH0045                         *CURRENT SURVEY CONTROL
 FH0045  ___________________________________________________________________
 FH0045* NAD 83(1986)-  35 34 52.     (N)    094 13 38.     (W)     SCALED    
 FH0045* NAVD 88     -       192.590  (meters)     631.86   (feet)  ADJUSTED  
 FH0045  ___________________________________________________________________
 FH0045  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FH0045  DYNAMIC HT  -         192.410 (meters)     631.27  (feet)  COMP
 FH0045  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FH0045
 FH0045  VERT ORDER  -  FIRST     CLASS II
 FH0045
 FH0045.The horizontal coordinates were scaled from a topographic map and have
 FH0045.an estimated accuracy of +/- 6 seconds.
 FH0045
 FH0045.The orthometric height was determined by differential leveling
 FH0045.and adjusted by the National Geodetic Survey in June 1991..
 FH0045.WARNING-Repeat measurements at this control monument indicate possible
 FH0045.vertical movement.
 FH0045
 FH0045.The geoid height was determined by GEOID03.
 FH0045
 FH0045.The dynamic height is computed by dividing the NAVD 88
 FH0045.geopotential number by the normal gravity value computed on the
 FH0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0045.degrees latitude (g = 980.6199 gals.).
 FH0045
 FH0045.The modeled gravity was interpolated from observed gravity values.
 FH0045
 FH0045;                    North         East    Units  Estimated Accuracy
 FH0045;SPC AR N     -   140,710.      198,160.      MT  (+/- 180 meters Scaled)
 FH0045
 FH0045                          SUPERSEDED SURVEY CONTROL
 FH0045
 FH0045  NGVD 29 (??/??/92)  192.472  (m)          631.47   (f) ADJ UNCH    1 2
 FH0045
 FH0045.Superseded values are not recommended for survey control.
 FH0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0045.See file dsdata.txt to determine how the superseded data were derived.
 FH0045
 FH0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV888381(NAD 83)
 FH0045_MARKER: R = RIVET
 FH0045_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FH0045_SP_SET: RETAINING WALL
 FH0045_MARK LOGO: NONE  
 FH0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0045+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1989
 FH0045
 FH0045  HISTORY     - Date     Condition        Report By
 FH0045  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0045  HISTORY     - 1959     GOOD             NGS
 FH0045  HISTORY     - 19891107 GOOD             NGS
 FH0045
 FH0045                          STATION DESCRIPTION
 FH0045
 FH0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0045'0.6 MI N FROM LANCASTER.
 FH0045'0.6 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0045'LANCASTER, CRAWFORD COUNTY, AT BRIDGE 395.2, AND IN THE TOP OF
 FH0045'THE WEST SIDE OF THE NORTH CONCRETE ABUTMENT.  A STANDARD
 FH0045'MONEL-METAL RIVET.  NOTE-- IS ABOUT 5 1/2 FEET NORTH OF THE
 FH0045'SOUTHEAST END OF THE NORTHWEST WINGWALL.
 FH0045
 FH0045                          STATION RECOVERY (1989)
 FH0045
 FH0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0045'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.4 KM
 FH0045'(4.60 MI) SOUTHWESTERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM
 FH0045'THE JUNCTION OF STATE HIGHWAY 282 IN MOUNTAINBURG, IN TOP OF AND 4.0
 FH0045'M (13.1 FT) SOUTH OF THE NORTH END OF THE NORTHWEST CONCRETE
 FH0045'RETAINING WALL OF THE RAILROAD BRIDGE SPANNING FROG BAYOU, 2.1 M (6.9
 FH0045'FT) WEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 FH0045'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0589 ***********************************************************************
 DL0589  DESIGNATION -  RV 33.5
 DL0589  PID         -  DL0589
 DL0589  STATE/COUNTY-  AR/COLUMBIA
 DL0589  USGS QUAD   -  BUSSEY (1960)
 DL0589
 DL0589                         *CURRENT SURVEY CONTROL
 DL0589  ___________________________________________________________________
 DL0589* NAD 83(1986)-  33 12 34.     (N)    093 28 10.     (W)     SCALED    
 DL0589* NAVD 88     -        82.179  (meters)     269.62   (feet)  ADJUSTED  
 DL0589  ___________________________________________________________________
 DL0589  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DL0589  DYNAMIC HT  -          82.090 (meters)     269.32  (feet)  COMP
 DL0589  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 DL0589
 DL0589  VERT ORDER  -  SECOND    CLASS 0
 DL0589
 DL0589.The horizontal coordinates were scaled from a topographic map and have
 DL0589.an estimated accuracy of +/- 6 seconds.
 DL0589
 DL0589.The orthometric height was determined by differential leveling
 DL0589.and adjusted by the National Geodetic Survey in June 1991..
 DL0589
 DL0589.The geoid height was determined by GEOID03.
 DL0589
 DL0589.The dynamic height is computed by dividing the NAVD 88
 DL0589.geopotential number by the normal gravity value computed on the
 DL0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0589.degrees latitude (g = 980.6199 gals.).
 DL0589
 DL0589.The modeled gravity was interpolated from observed gravity values.
 DL0589
 DL0589;                    North         East    Units  Estimated Accuracy
 DL0589;SPC AR S     -   461,190.      263,000.      MT  (+/- 180 meters Scaled)
 DL0589
 DL0589                          SUPERSEDED SURVEY CONTROL
 DL0589
 DL0589  NGVD 29 (??/??/92)   82.224  (m)          269.76   (f) ADJ UNCH    2 0
 DL0589
 DL0589.Superseded values are not recommended for survey control.
 DL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0589.See file dsdata.txt to determine how the superseded data were derived.
 DL0589
 DL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS562746(NAD 83)
 DL0589_MARKER: R = RIVET
 DL0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0589+STABILITY: SURFACE MOTION
 DL0589
 DL0589  HISTORY     - Date     Condition        Report By
 DL0589  HISTORY     - UNK      MONUMENTED       LARR
 DL0589  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0589
 DL0589                          STATION DESCRIPTION
 DL0589
 DL0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0589'4.3 MI S FROM MCKAMIE.
 DL0589'IN COLUMBIA COUNTY, ABOUT 4.3 MILES SOUTH ALONG THE LOUISIANA AND
 DL0589'ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, AT
 DL0589'MILEAGE 33.5, AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET SET
 DL0589'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0590 ***********************************************************************
 DL0590  DESIGNATION -  RV 34
 DL0590  PID         -  DL0590
 DL0590  STATE/COUNTY-  AR/COLUMBIA
 DL0590  USGS QUAD   -  BUSSEY (1960)
 DL0590
 DL0590                         *CURRENT SURVEY CONTROL
 DL0590  ___________________________________________________________________
 DL0590* NAD 83(1986)-  33 12 10.     (N)    093 27 57.     (W)     SCALED    
 DL0590* NAVD 88     -        80.791  (meters)     265.06   (feet)  ADJUSTED  
 DL0590  ___________________________________________________________________
 DL0590  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0590  DYNAMIC HT  -          80.704 (meters)     264.78  (feet)  COMP
 DL0590  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 DL0590
 DL0590  VERT ORDER  -  SECOND    CLASS 0
 DL0590
 DL0590.The horizontal coordinates were scaled from a topographic map and have
 DL0590.an estimated accuracy of +/- 6 seconds.
 DL0590
 DL0590.The orthometric height was determined by differential leveling
 DL0590.and adjusted by the National Geodetic Survey in June 1991..
 DL0590
 DL0590.The geoid height was determined by GEOID03.
 DL0590
 DL0590.The dynamic height is computed by dividing the NAVD 88
 DL0590.geopotential number by the normal gravity value computed on the
 DL0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0590.degrees latitude (g = 980.6199 gals.).
 DL0590
 DL0590.The modeled gravity was interpolated from observed gravity values.
 DL0590
 DL0590;                    North         East    Units  Estimated Accuracy
 DL0590;SPC AR S     -   460,440.      263,330.      MT  (+/- 180 meters Scaled)
 DL0590
 DL0590                          SUPERSEDED SURVEY CONTROL
 DL0590
 DL0590  NGVD 29 (??/??/92)   80.836  (m)          265.21   (f) ADJ UNCH    2 0
 DL0590
 DL0590.Superseded values are not recommended for survey control.
 DL0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0590.See file dsdata.txt to determine how the superseded data were derived.
 DL0590
 DL0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS565738(NAD 83)
 DL0590_MARKER: R = RIVET
 DL0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0590+STABILITY: SURFACE MOTION
 DL0590
 DL0590  HISTORY     - Date     Condition        Report By
 DL0590  HISTORY     - UNK      MONUMENTED       LARR
 DL0590  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0590
 DL0590                          STATION DESCRIPTION
 DL0590
 DL0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0590'4.8 MI S FROM MCKAMIE.
 DL0590'IN COLUMBIA COUNTY, ABOUT 4.8 MILES SOUTH ALONG THE LOUISIANA AND
 DL0590'ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, AT
 DL0590'MILEPOST 34, AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET
 DL0590'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0046 ***********************************************************************
 FH0046  DESIGNATION -  RV 34
 FH0046  PID         -  FH0046
 FH0046  STATE/COUNTY-  AR/CRAWFORD
 FH0046  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0046
 FH0046                         *CURRENT SURVEY CONTROL
 FH0046  ___________________________________________________________________
 FH0046* NAD 83(1986)-  35 34 27.     (N)    094 13 32.     (W)     SCALED    
 FH0046* NAVD 88     -       189.388  (meters)     621.35   (feet)  ADJUSTED  
 FH0046  ___________________________________________________________________
 FH0046  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FH0046  DYNAMIC HT  -         189.211 (meters)     620.77  (feet)  COMP
 FH0046  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FH0046
 FH0046  VERT ORDER  -  FIRST     CLASS II
 FH0046
 FH0046.The horizontal coordinates were scaled from a topographic map and have
 FH0046.an estimated accuracy of +/- 6 seconds.
 FH0046
 FH0046.The orthometric height was determined by differential leveling
 FH0046.and adjusted by the National Geodetic Survey in June 1991..
 FH0046.WARNING-Repeat measurements at this control monument indicate possible
 FH0046.vertical movement.
 FH0046
 FH0046.The geoid height was determined by GEOID03.
 FH0046
 FH0046.The dynamic height is computed by dividing the NAVD 88
 FH0046.geopotential number by the normal gravity value computed on the
 FH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0046.degrees latitude (g = 980.6199 gals.).
 FH0046
 FH0046.The modeled gravity was interpolated from observed gravity values.
 FH0046
 FH0046;                    North         East    Units  Estimated Accuracy
 FH0046;SPC AR N     -   139,940.      198,290.      MT  (+/- 180 meters Scaled)
 FH0046
 FH0046                          SUPERSEDED SURVEY CONTROL
 FH0046
 FH0046  NGVD 29 (10/05/93)  189.271  (m)          620.97   (f) ADJUSTED    1 2
 FH0046
 FH0046.Superseded values are not recommended for survey control.
 FH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0046.See file dsdata.txt to determine how the superseded data were derived.
 FH0046
 FH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV889374(NAD 83)
 FH0046_MARKER: R = RIVET
 FH0046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0046_SP_SET: RETAINING WALL
 FH0046_MARK LOGO: NONE  
 FH0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0046+STABILITY: SURFACE MOTION
 FH0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0046+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1989
 FH0046
 FH0046  HISTORY     - Date     Condition        Report By
 FH0046  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0046  HISTORY     - 1959     GOOD             NGS
 FH0046  HISTORY     - 19891107 GOOD             NGS
 FH0046
 FH0046                          STATION DESCRIPTION
 FH0046
 FH0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0046'0.2 MI N FROM LANCASTER.
 FH0046'1/4 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0046'LANCASTER, CRAWFORD, AT POLE 395+22 AT BRIDGE 395.6, AND IN
 FH0046'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT.  A
 FH0046'STANDARD MONEL-METAL RIVET.
 FH0046
 FH0046                          STATION RECOVERY (1989)
 FH0046
 FH0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0046'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.2 KM
 FH0046'(5.10 MI) SOUTHWESTERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM
 FH0046'THE JUNCTION OF STATE HIGHWAY 282 IN MOUNTAINBURG, IN TOP OF AND 1.3
 FH0046'M (4.3 FT) NORTH OF THE SOUTH END OF THE SOUTHEAST CONCRETE RETAINING
 FH0046'WALL OF THE RAILROAD BRIDGE SPANNING FROG BAYOU, 2.3 M (7.5 FT) EAST
 FH0046'OF THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0593 ***********************************************************************
 DL0593  DESIGNATION -  RV 35
 DL0593  PID         -  DL0593
 DL0593  STATE/COUNTY-  AR/COLUMBIA
 DL0593  USGS QUAD   -  BUSSEY (1960)
 DL0593
 DL0593                         *CURRENT SURVEY CONTROL
 DL0593  ___________________________________________________________________
 DL0593* NAD 83(1986)-  33 11 21.     (N)    093 27 33.     (W)     SCALED    
 DL0593* NAVD 88     -        80.505  (meters)     264.12   (feet)  ADJUSTED  
 DL0593  ___________________________________________________________________
 DL0593  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL0593  DYNAMIC HT  -          80.418 (meters)     263.84  (feet)  COMP
 DL0593  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 DL0593
 DL0593  VERT ORDER  -  SECOND    CLASS 0
 DL0593
 DL0593.The horizontal coordinates were scaled from a topographic map and have
 DL0593.an estimated accuracy of +/- 6 seconds.
 DL0593
 DL0593.The orthometric height was determined by differential leveling
 DL0593.and adjusted by the National Geodetic Survey in June 1991..
 DL0593
 DL0593.The geoid height was determined by GEOID03.
 DL0593
 DL0593.The dynamic height is computed by dividing the NAVD 88
 DL0593.geopotential number by the normal gravity value computed on the
 DL0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0593.degrees latitude (g = 980.6199 gals.).
 DL0593
 DL0593.The modeled gravity was interpolated from observed gravity values.
 DL0593
 DL0593;                    North         East    Units  Estimated Accuracy
 DL0593;SPC AR S     -   458,920.      263,930.      MT  (+/- 180 meters Scaled)
 DL0593
 DL0593                          SUPERSEDED SURVEY CONTROL
 DL0593
 DL0593  NGVD 29 (??/??/92)   80.550  (m)          264.27   (f) ADJ UNCH    2 0
 DL0593
 DL0593.Superseded values are not recommended for survey control.
 DL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0593.See file dsdata.txt to determine how the superseded data were derived.
 DL0593
 DL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571723(NAD 83)
 DL0593_MARKER: R = RIVET
 DL0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0593+STABILITY: SURFACE MOTION
 DL0593
 DL0593  HISTORY     - Date     Condition        Report By
 DL0593  HISTORY     - UNK      MONUMENTED       LARR
 DL0593  HISTORY     - 1963     GOOD             NGS
 DL0593
 DL0593                          STATION DESCRIPTION
 DL0593
 DL0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0593'5.8 MI S FROM MCKAMIE.
 DL0593'IN COLUMBIA COUNTY, ABOUT 5.8 MILES SOUTH ALONG THE LOUISIANA AND
 DL0593'ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, AT
 DL0593'MILEPOST 35, AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET
 DL0593'IN THE TOP OF A CONCRETE POST.  NOTE-- EAST ACROSS THE RAILROAD FROM
 DL0593'CONCRETE MILEPOST 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0048 ***********************************************************************
 FH0048  DESIGNATION -  RV 35
 FH0048  PID         -  FH0048
 FH0048  STATE/COUNTY-  AR/CRAWFORD
 FH0048  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0048
 FH0048                         *CURRENT SURVEY CONTROL
 FH0048  ___________________________________________________________________
 FH0048* NAD 83(1986)-  35 34 05.     (N)    094 13 58.     (W)     SCALED    
 FH0048* NAVD 88     -       189.477  (meters)     621.64   (feet)  ADJUSTED  
 FH0048  ___________________________________________________________________
 FH0048  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FH0048  DYNAMIC HT  -         189.301 (meters)     621.07  (feet)  COMP
 FH0048  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 FH0048
 FH0048  VERT ORDER  -  FIRST     CLASS II
 FH0048
 FH0048.The horizontal coordinates were scaled from a topographic map and have
 FH0048.an estimated accuracy of +/- 6 seconds.
 FH0048
 FH0048.The orthometric height was determined by differential leveling
 FH0048.and adjusted by the National Geodetic Survey in June 1991..
 FH0048.WARNING-Repeat measurements at this control monument indicate possible
 FH0048.vertical movement.
 FH0048
 FH0048.The geoid height was determined by GEOID03.
 FH0048
 FH0048.The dynamic height is computed by dividing the NAVD 88
 FH0048.geopotential number by the normal gravity value computed on the
 FH0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0048.degrees latitude (g = 980.6199 gals.).
 FH0048
 FH0048.The modeled gravity was interpolated from observed gravity values.
 FH0048
 FH0048;                    North         East    Units  Estimated Accuracy
 FH0048;SPC AR N     -   139,280.      197,620.      MT  (+/- 180 meters Scaled)
 FH0048
 FH0048                          SUPERSEDED SURVEY CONTROL
 FH0048
 FH0048  NGVD 29 (??/??/92)  189.372  (m)          621.30   (f) ADJ UNCH    1 2
 FH0048
 FH0048.Superseded values are not recommended for survey control.
 FH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0048.See file dsdata.txt to determine how the superseded data were derived.
 FH0048
 FH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV882367(NAD 83)
 FH0048_MARKER: R = RIVET
 FH0048_SETTING: 0 = UNSPECIFIED SETTING
 FH0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0048
 FH0048  HISTORY     - Date     Condition        Report By
 FH0048  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0048  HISTORY     - 1959     GOOD             NGS
 FH0048  HISTORY     - 19891109 MARK NOT FOUND   NGS
 FH0048
 FH0048                          STATION DESCRIPTION
 FH0048
 FH0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0048'0.4 MI S FROM LANCASTER.
 FH0048'0.4 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0048'LANCASTER, CRAWFORD COUNTY, 105 FEET NORTHWEST OF THE CENTER
 FH0048'OF A ROAD CROSSING, 24.1 FEET SOUTH OF POLE 396+10, 8.2 FEET
 FH0048'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF THE
 FH0048'NORTHWEST END OF A CONCRETE RETAINING WALL.  A STANDARD
 FH0048'MONEL-METAL RIVET.
 FH0048
 FH0048                          STATION RECOVERY (1989)
 FH0048
 FH0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0594 ***********************************************************************
 DL0594  DESIGNATION -  RV 35.5
 DL0594  PID         -  DL0594
 DL0594  STATE/COUNTY-  AR/COLUMBIA
 DL0594  USGS QUAD   -  BUSSEY (1960)
 DL0594
 DL0594                         *CURRENT SURVEY CONTROL
 DL0594  ___________________________________________________________________
 DL0594* NAD 83(1986)-  33 10 55.     (N)    093 27 32.     (W)     SCALED    
 DL0594* NAVD 88     -        78.762  (meters)     258.40   (feet)  ADJUSTED  
 DL0594  ___________________________________________________________________
 DL0594  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0594  DYNAMIC HT  -          78.677 (meters)     258.13  (feet)  COMP
 DL0594  MODELED GRAV-     979,557.6   (mgal)                       NAVD 88
 DL0594
 DL0594  VERT ORDER  -  SECOND    CLASS 0
 DL0594
 DL0594.The horizontal coordinates were scaled from a topographic map and have
 DL0594.an estimated accuracy of +/- 6 seconds.
 DL0594
 DL0594.The orthometric height was determined by differential leveling
 DL0594.and adjusted by the National Geodetic Survey in June 1991..
 DL0594
 DL0594.The geoid height was determined by GEOID03.
 DL0594
 DL0594.The dynamic height is computed by dividing the NAVD 88
 DL0594.geopotential number by the normal gravity value computed on the
 DL0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0594.degrees latitude (g = 980.6199 gals.).
 DL0594
 DL0594.The modeled gravity was interpolated from observed gravity values.
 DL0594
 DL0594;                    North         East    Units  Estimated Accuracy
 DL0594;SPC AR S     -   458,120.      263,940.      MT  (+/- 180 meters Scaled)
 DL0594
 DL0594                          SUPERSEDED SURVEY CONTROL
 DL0594
 DL0594  NGVD 29 (??/??/92)   78.808  (m)          258.56   (f) ADJ UNCH    2 0
 DL0594
 DL0594.Superseded values are not recommended for survey control.
 DL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0594.See file dsdata.txt to determine how the superseded data were derived.
 DL0594
 DL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS572715(NAD 83)
 DL0594_MARKER: R = RIVET
 DL0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0594+STABILITY: SURFACE MOTION
 DL0594
 DL0594  HISTORY     - Date     Condition        Report By
 DL0594  HISTORY     - UNK      MONUMENTED       LARR
 DL0594  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0594
 DL0594                          STATION DESCRIPTION
 DL0594
 DL0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0594'6.3 MI S FROM MCKAMIE.
 DL0594'IN COLUMBIA COUNTY, ABOUT 6.3 MILES SOUTH ALONG THE LOUISIANA AND
 DL0594'ARKANSAS RAILWAY FROM THE STATION AT MCKAMIE, LAFAYETTE COUNTY, AT
 DL0594'MILEAGE 35.5, AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET,
 DL0594'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0596 ***********************************************************************
 DL0596  DESIGNATION -  RV 36
 DL0596  PID         -  DL0596
 DL0596  STATE/COUNTY-  AR/COLUMBIA
 DL0596  USGS QUAD   -  BUSSEY (1960)
 DL0596
 DL0596                         *CURRENT SURVEY CONTROL
 DL0596  ___________________________________________________________________
 DL0596* NAD 83(1986)-  33 10 28.     (N)    093 27 33.     (W)     SCALED    
 DL0596* NAVD 88     -        76.93   (+/-2cm)     252.4    (feet)  VERTCON   
 DL0596  ___________________________________________________________________
 DL0596  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0596
 DL0596  VERT ORDER  -  ? (See Below)
 DL0596
 DL0596.The horizontal coordinates were scaled from a topographic map and have
 DL0596.an estimated accuracy of +/- 6 seconds.
 DL0596
 DL0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0596.The vertical order pertains to the NGVD 29 superseded value.
 DL0596
 DL0596.The geoid height was determined by GEOID03.
 DL0596
 DL0596;                    North         East    Units  Estimated Accuracy
 DL0596;SPC AR S     -   457,290.      263,910.      MT  (+/- 180 meters Scaled)
 DL0596
 DL0596                          SUPERSEDED SURVEY CONTROL
 DL0596
 DL0596  NGVD 29 (??/??/92)   76.976  (m)          252.55   (f) ADJ UNCH    ?  
 DL0596
 DL0596.Superseded values are not recommended for survey control.
 DL0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0596.See file dsdata.txt to determine how the superseded data were derived.
 DL0596
 DL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571707(NAD 83)
 DL0596_MARKER: R = RIVET
 DL0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0596+STABILITY: SURFACE MOTION
 DL0596
 DL0596  HISTORY     - Date     Condition        Report By
 DL0596  HISTORY     - UNK      MONUMENTED       LARR
 DL0596  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0596
 DL0596                          STATION DESCRIPTION
 DL0596
 DL0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0596'5.1 MI N FROM TAYLOR.
 DL0596'ABOUT 5.1 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0596'THE STATION AT TAYLOR, COLUMBIA COUNTY, AT MILEPOST 36, AND EAST OF
 DL0596'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DL0596'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0050 ***********************************************************************
 FH0050  DESIGNATION -  RV 36
 FH0050  PID         -  FH0050
 FH0050  STATE/COUNTY-  AR/CRAWFORD
 FH0050  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0050
 FH0050                         *CURRENT SURVEY CONTROL
 FH0050  ___________________________________________________________________
 FH0050* NAD 83(1986)-  35 33 05.     (N)    094 14 56.     (W)     SCALED    
 FH0050* NAVD 88     -       170.992  (meters)     561.00   (feet)  ADJUSTED  
 FH0050  ___________________________________________________________________
 FH0050  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FH0050  DYNAMIC HT  -         170.833 (meters)     560.47  (feet)  COMP
 FH0050  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FH0050
 FH0050  VERT ORDER  -  FIRST     CLASS II
 FH0050
 FH0050.The horizontal coordinates were scaled from a topographic map and have
 FH0050.an estimated accuracy of +/- 6 seconds.
 FH0050
 FH0050.The orthometric height was determined by differential leveling
 FH0050.and adjusted by the National Geodetic Survey in June 1991..
 FH0050
 FH0050.The geoid height was determined by GEOID03.
 FH0050
 FH0050.The dynamic height is computed by dividing the NAVD 88
 FH0050.geopotential number by the normal gravity value computed on the
 FH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0050.degrees latitude (g = 980.6199 gals.).
 FH0050
 FH0050.The modeled gravity was interpolated from observed gravity values.
 FH0050
 FH0050;                    North         East    Units  Estimated Accuracy
 FH0050;SPC AR N     -   137,460.      196,120.      MT  (+/- 180 meters Scaled)
 FH0050
 FH0050                          SUPERSEDED SURVEY CONTROL
 FH0050
 FH0050  NGVD 29 (??/??/92)  170.887  (m)          560.65   (f) ADJ UNCH    1 2
 FH0050
 FH0050.Superseded values are not recommended for survey control.
 FH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0050.See file dsdata.txt to determine how the superseded data were derived.
 FH0050
 FH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV868349(NAD 83)
 FH0050_MARKER: R = RIVET
 FH0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0050_SP_SET: BRIDGE
 FH0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0050
 FH0050  HISTORY     - Date     Condition        Report By
 FH0050  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0050  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0050  HISTORY     - 19891109 MARK NOT FOUND   NGS
 FH0050
 FH0050                          STATION DESCRIPTION
 FH0050
 FH0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0050'2.6 MI NE FROM RUDY.
 FH0050'2.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0050'FROM RUDY, CRAWFORD COUNTY, AT BRIDGE 398.5, AND IN THE TOP
 FH0050'OF THE WEST SIDE OF THE SOUTH CONCRETE ABUTMENT.  A STANDARD
 FH0050'MONEL-METAL RIVET.  NOTE-- TWO HOLES WERE FOUND IN THE CONCRETE
 FH0050'HEADWALL SO THE RIVET MAY HAVE BEEN REMOVED.
 FH0050
 FH0050                          STATION RECOVERY (1989)
 FH0050
 FH0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0051 ***********************************************************************
 FH0051  DESIGNATION -  RV 37
 FH0051  PID         -  FH0051
 FH0051  STATE/COUNTY-  AR/CRAWFORD
 FH0051  USGS QUAD   -  RUDY (1983)
 FH0051
 FH0051                         *CURRENT SURVEY CONTROL
 FH0051  ___________________________________________________________________
 FH0051* NAD 83(1986)-  35 32 47.     (N)    094 15 12.     (W)     SCALED    
 FH0051* NAVD 88     -       165.443  (meters)     542.79   (feet)  ADJUSTED  
 FH0051  ___________________________________________________________________
 FH0051  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FH0051  DYNAMIC HT  -         165.289 (meters)     542.29  (feet)  COMP
 FH0051  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FH0051
 FH0051  VERT ORDER  -  FIRST     CLASS II
 FH0051
 FH0051.The horizontal coordinates were scaled from a topographic map and have
 FH0051.an estimated accuracy of +/- 6 seconds.
 FH0051
 FH0051.The orthometric height was determined by differential leveling
 FH0051.and adjusted by the National Geodetic Survey in June 1991..
 FH0051
 FH0051.The geoid height was determined by GEOID03.
 FH0051
 FH0051.The dynamic height is computed by dividing the NAVD 88
 FH0051.geopotential number by the normal gravity value computed on the
 FH0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0051.degrees latitude (g = 980.6199 gals.).
 FH0051
 FH0051.The modeled gravity was interpolated from observed gravity values.
 FH0051
 FH0051;                    North         East    Units  Estimated Accuracy
 FH0051;SPC AR N     -   136,920.      195,710.      MT  (+/- 180 meters Scaled)
 FH0051
 FH0051                          SUPERSEDED SURVEY CONTROL
 FH0051
 FH0051  NGVD 29 (??/??/92)  165.340  (m)          542.45   (f) ADJ UNCH    1 2
 FH0051
 FH0051.Superseded values are not recommended for survey control.
 FH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0051.See file dsdata.txt to determine how the superseded data were derived.
 FH0051
 FH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV863343(NAD 83)
 FH0051_MARKER: R = RIVET
 FH0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0051_SP_SET: BRIDGE
 FH0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0051
 FH0051  HISTORY     - Date     Condition        Report By
 FH0051  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0051  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0051  HISTORY     - 19891106 MARK NOT FOUND   NGS
 FH0051
 FH0051                          STATION DESCRIPTION
 FH0051
 FH0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0051'2 MI NE FROM RUDY.
 FH0051'2.0 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0051'FROM RUDY, CRAWFORD COUNTY, AT BRIDGE 399.1, AND IN THE TOP OF
 FH0051'THE WEST SIDE OF THE NORTH CONCRETE ABUTMENT.  A STANDARD
 FH0051'MONEL-METAL RIVET.
 FH0051
 FH0051                          STATION RECOVERY (1989)
 FH0051
 FH0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0948 ***********************************************************************
 FF0948  DESIGNATION -  RV 37
 FF0948  PID         -  FF0948
 FF0948  STATE/COUNTY-  AR/JACKSON
 FF0948  USGS QUAD   -  NEWPORT (1981)
 FF0948
 FF0948                         *CURRENT SURVEY CONTROL
 FF0948  ___________________________________________________________________
 FF0948* NAD 83(1986)-  35 34 24.     (N)    091 20 42.     (W)     SCALED    
 FF0948* NAVD 88     -        69.019  (meters)     226.44   (feet)  ADJUSTED  
 FF0948  ___________________________________________________________________
 FF0948  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0948  DYNAMIC HT  -          68.960 (meters)     226.25  (feet)  COMP
 FF0948  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 FF0948
 FF0948  VERT ORDER  -  FIRST     CLASS II
 FF0948
 FF0948.The horizontal coordinates were scaled from a topographic map and have
 FF0948.an estimated accuracy of +/- 6 seconds.
 FF0948
 FF0948.The orthometric height was determined by differential leveling
 FF0948.and adjusted by the National Geodetic Survey in June 1991..
 FF0948
 FF0948.The geoid height was determined by GEOID03.
 FF0948
 FF0948.The dynamic height is computed by dividing the NAVD 88
 FF0948.geopotential number by the normal gravity value computed on the
 FF0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0948.degrees latitude (g = 980.6199 gals.).
 FF0948
 FF0948.The modeled gravity was interpolated from observed gravity values.
 FF0948
 FF0948;                    North         East    Units  Estimated Accuracy
 FF0948;SPC AR N     -   137,770.      459,370.      MT  (+/- 180 meters Scaled)
 FF0948
 FF0948                          SUPERSEDED SURVEY CONTROL
 FF0948
 FF0948  NGVD 29 (??/??/??)   68.959  (m)          226.24   (f) ADJUSTED    1 2
 FF0948
 FF0948.Superseded values are not recommended for survey control.
 FF0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0948.See file dsdata.txt to determine how the superseded data were derived.
 FF0948
 FF0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV499378(NAD 83)
 FF0948_MARKER: R = RIVET
 FF0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0948_SP_SET: BRIDGE
 FF0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0948
 FF0948  HISTORY     - Date     Condition        Report By
 FF0948  HISTORY     - UNK      MONUMENTED       MPRR
 FF0948  HISTORY     - 1931     GOOD             CGS
 FF0948  HISTORY     - 1934     GOOD             CGS
 FF0948  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF0948
 FF0948                          STATION DESCRIPTION
 FF0948
 FF0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0948'4.2 MI SW FROM NEWPORT.
 FF0948'ABOUT 4-1/4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0948'FROM THE STATION AT NEWPORT, JACKSON COUNTY, AT POLE 265+37,
 FF0948'IN THE CONCRETE FIRE WALL OF BRIDGE 315-AA, AND ABOUT 6 FEET EAST
 FF0948'OF THE CENTER LINE OF THE SOUTH-BOUND TRACK.  A STANDARD
 FF0948'MONEL-METAL RIVET.
 FF0948
 FF0948                          STATION RECOVERY (1934)
 FF0948
 FF0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0948'RECOVERED IN GOOD CONDITION.
 FF0948
 FF0948                          STATION RECOVERY (2002)
 FF0948
 FF0948'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0599 ***********************************************************************
 DL0599  DESIGNATION -  RV 37/16
 DL0599  PID         -  DL0599
 DL0599  STATE/COUNTY-  AR/COLUMBIA
 DL0599  USGS QUAD   -  BUSSEY (1960)
 DL0599
 DL0599                         *CURRENT SURVEY CONTROL
 DL0599  ___________________________________________________________________
 DL0599* NAD 83(1986)-  33 09 10.     (N)    093 27 35.     (W)     SCALED    
 DL0599* NAVD 88     -        78.695  (meters)     258.19   (feet)  ADJUSTED  
 DL0599  ___________________________________________________________________
 DL0599  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DL0599  DYNAMIC HT  -          78.610 (meters)     257.91  (feet)  COMP
 DL0599  MODELED GRAV-     979,555.9   (mgal)                       NAVD 88
 DL0599
 DL0599  VERT ORDER  -  SECOND    CLASS 0
 DL0599
 DL0599.The horizontal coordinates were scaled from a topographic map and have
 DL0599.an estimated accuracy of +/- 6 seconds.
 DL0599
 DL0599.The orthometric height was determined by differential leveling
 DL0599.and adjusted by the National Geodetic Survey in June 1991..
 DL0599.WARNING-Repeat measurements at this control monument indicate possible
 DL0599.vertical movement.
 DL0599
 DL0599.The geoid height was determined by GEOID03.
 DL0599
 DL0599.The dynamic height is computed by dividing the NAVD 88
 DL0599.geopotential number by the normal gravity value computed on the
 DL0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0599.degrees latitude (g = 980.6199 gals.).
 DL0599
 DL0599.The modeled gravity was interpolated from observed gravity values.
 DL0599
 DL0599;                    North         East    Units  Estimated Accuracy
 DL0599;SPC AR S     -   454,890.      263,820.      MT  (+/- 180 meters Scaled)
 DL0599
 DL0599                          SUPERSEDED SURVEY CONTROL
 DL0599
 DL0599  NGVD 29 (??/??/92)   78.743  (m)          258.34   (f) ADJ UNCH    2 0
 DL0599
 DL0599.Superseded values are not recommended for survey control.
 DL0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0599.See file dsdata.txt to determine how the superseded data were derived.
 DL0599
 DL0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571683(NAD 83)
 DL0599_MARKER: R = RIVET
 DL0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0599+STABILITY: SURFACE MOTION
 DL0599
 DL0599  HISTORY     - Date     Condition        Report By
 DL0599  HISTORY     - UNK      MONUMENTED       LARR
 DL0599  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0599
 DL0599                          STATION DESCRIPTION
 DL0599
 DL0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0599'3.6 MI N FROM TAYLOR.
 DL0599'ABOUT 3.6 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0599'THE STATION AT TAYLOR, COLUMBIA COUNTY, ABOUT 16 POLES SOUTH OF
 DL0599'MILEPOST 37, AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET
 DL0599'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0053 ***********************************************************************
 FH0053  DESIGNATION -  RV 38
 FH0053  PID         -  FH0053
 FH0053  STATE/COUNTY-  AR/CRAWFORD
 FH0053  USGS QUAD   -  RUDY (1983)
 FH0053
 FH0053                         *CURRENT SURVEY CONTROL
 FH0053  ___________________________________________________________________
 FH0053* NAD 83(1986)-  35 32 21.     (N)    094 15 55.     (W)     SCALED    
 FH0053* NAVD 88     -       162.945  (meters)     534.60   (feet)  ADJUSTED  
 FH0053  ___________________________________________________________________
 FH0053  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 FH0053  DYNAMIC HT  -         162.794 (meters)     534.10  (feet)  COMP
 FH0053  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 FH0053
 FH0053  VERT ORDER  -  FIRST     CLASS II
 FH0053
 FH0053.The horizontal coordinates were scaled from a topographic map and have
 FH0053.an estimated accuracy of +/- 6 seconds.
 FH0053
 FH0053.The orthometric height was determined by differential leveling
 FH0053.and adjusted by the National Geodetic Survey in June 1991..
 FH0053
 FH0053.The geoid height was determined by GEOID03.
 FH0053
 FH0053.The dynamic height is computed by dividing the NAVD 88
 FH0053.geopotential number by the normal gravity value computed on the
 FH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0053.degrees latitude (g = 980.6199 gals.).
 FH0053
 FH0053.The modeled gravity was interpolated from observed gravity values.
 FH0053
 FH0053;                    North         East    Units  Estimated Accuracy
 FH0053;SPC AR N     -   136,140.      194,600.      MT  (+/- 180 meters Scaled)
 FH0053
 FH0053                          SUPERSEDED SURVEY CONTROL
 FH0053
 FH0053  NGVD 29 (??/??/92)  162.843  (m)          534.26   (f) ADJ UNCH    1 2
 FH0053
 FH0053.Superseded values are not recommended for survey control.
 FH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0053.See file dsdata.txt to determine how the superseded data were derived.
 FH0053
 FH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV853335(NAD 83)
 FH0053_MARKER: R = RIVET
 FH0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0053_SP_SET: CULVERT
 FH0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0053
 FH0053  HISTORY     - Date     Condition        Report By
 FH0053  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0053  HISTORY     - 1959     GOOD             NGS
 FH0053  HISTORY     - 19891102 MARK NOT FOUND   NGS
 FH0053
 FH0053                          STATION DESCRIPTION
 FH0053
 FH0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0053'1.3 MI NE FROM RUDY.
 FH0053'1.3 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0053'FROM RUDY, CRAWFORD COUNTY, 32-1/2 POLES SOUTHWEST OF MILEPOST
 FH0053'399, ON THE NORTHWEST SIDE OF THE TRACK, 1 FOOT SOUTHWEST OF
 FH0053'THE END OF THE CULVERT.  A STANDARD MONEL-METAL RIVET.
 FH0053
 FH0053                          STATION RECOVERY (1989)
 FH0053
 FH0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0949 ***********************************************************************
 FF0949  DESIGNATION -  RV 38
 FF0949  PID         -  FF0949
 FF0949  STATE/COUNTY-  AR/JACKSON
 FF0949  USGS QUAD   -  NEWPORT (1981)
 FF0949
 FF0949                         *CURRENT SURVEY CONTROL
 FF0949  ___________________________________________________________________
 FF0949* NAD 83(1986)-  35 34 40.     (N)    091 20 21.     (W)     SCALED    
 FF0949* NAVD 88     -        68.998  (meters)     226.37   (feet)  ADJUSTED  
 FF0949  ___________________________________________________________________
 FF0949  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0949  DYNAMIC HT  -          68.939 (meters)     226.18  (feet)  COMP
 FF0949  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 FF0949
 FF0949  VERT ORDER  -  FIRST     CLASS II
 FF0949
 FF0949.The horizontal coordinates were scaled from a topographic map and have
 FF0949.an estimated accuracy of +/- 6 seconds.
 FF0949
 FF0949.The orthometric height was determined by differential leveling
 FF0949.and adjusted by the National Geodetic Survey in June 1991..
 FF0949
 FF0949.The geoid height was determined by GEOID03.
 FF0949
 FF0949.The dynamic height is computed by dividing the NAVD 88
 FF0949.geopotential number by the normal gravity value computed on the
 FF0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0949.degrees latitude (g = 980.6199 gals.).
 FF0949
 FF0949.The modeled gravity was interpolated from observed gravity values.
 FF0949
 FF0949;                    North         East    Units  Estimated Accuracy
 FF0949;SPC AR N     -   138,260.      459,900.      MT  (+/- 180 meters Scaled)
 FF0949
 FF0949                          SUPERSEDED SURVEY CONTROL
 FF0949
 FF0949  NGVD 29 (??/??/??)   68.938  (m)          226.17   (f) ADJUSTED    1 2
 FF0949
 FF0949.Superseded values are not recommended for survey control.
 FF0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0949.See file dsdata.txt to determine how the superseded data were derived.
 FF0949
 FF0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV504383(NAD 83)
 FF0949_MARKER: R = RIVET
 FF0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0949_SP_SET: BRIDGE
 FF0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0949
 FF0949  HISTORY     - Date     Condition        Report By
 FF0949  HISTORY     - UNK      MONUMENTED       MPRR
 FF0949  HISTORY     - 1931     GOOD             CGS
 FF0949  HISTORY     - 1934     GOOD             CGS
 FF0949  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF0949
 FF0949                          STATION DESCRIPTION
 FF0949
 FF0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0949'3.8 MI SW FROM NEWPORT.
 FF0949'ABOUT 3-3/4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0949'FROM THE STATION AT NEWPORT, JACKSON COUNTY, AT POLE 265+19, IN
 FF0949'THE CONCRETE FIRE WALL OF BRIDGE 315, AND ABOUT 6 FEET EAST OF
 FF0949'THE CENTER LINE OF THE SOUTH-BOUND TRACK.  A STANDARD MONEL-METAL
 FF0949'RIVET.
 FF0949
 FF0949                          STATION RECOVERY (1934)
 FF0949
 FF0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0949'RECOVERED IN GOOD CONDITION.
 FF0949
 FF0949                          STATION RECOVERY (2002)
 FF0949
 FF0949'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0601 ***********************************************************************
 DL0601  DESIGNATION -  RV 38.5
 DL0601  PID         -  DL0601
 DL0601  STATE/COUNTY-  AR/COLUMBIA
 DL0601  USGS QUAD   -  BUSSEY (1960)
 DL0601
 DL0601                         *CURRENT SURVEY CONTROL
 DL0601  ___________________________________________________________________
 DL0601* NAD 83(1986)-  33 08 20.     (N)    093 27 37.     (W)     SCALED    
 DL0601* NAVD 88     -        78.493  (meters)     257.52   (feet)  ADJUSTED  
 DL0601  ___________________________________________________________________
 DL0601  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DL0601  DYNAMIC HT  -          78.408 (meters)     257.24  (feet)  COMP
 DL0601  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DL0601
 DL0601  VERT ORDER  -  SECOND    CLASS 0
 DL0601
 DL0601.The horizontal coordinates were scaled from a topographic map and have
 DL0601.an estimated accuracy of +/- 6 seconds.
 DL0601
 DL0601.The orthometric height was determined by differential leveling
 DL0601.and adjusted by the National Geodetic Survey in June 1991..
 DL0601
 DL0601.The geoid height was determined by GEOID03.
 DL0601
 DL0601.The dynamic height is computed by dividing the NAVD 88
 DL0601.geopotential number by the normal gravity value computed on the
 DL0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0601.degrees latitude (g = 980.6199 gals.).
 DL0601
 DL0601.The modeled gravity was interpolated from observed gravity values.
 DL0601
 DL0601;                    North         East    Units  Estimated Accuracy
 DL0601;SPC AR S     -   453,350.      263,750.      MT  (+/- 180 meters Scaled)
 DL0601
 DL0601                          SUPERSEDED SURVEY CONTROL
 DL0601
 DL0601  NGVD 29 (??/??/92)   78.542  (m)          257.68   (f) ADJ UNCH    2 0
 DL0601
 DL0601.Superseded values are not recommended for survey control.
 DL0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0601.See file dsdata.txt to determine how the superseded data were derived.
 DL0601
 DL0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS570667(NAD 83)
 DL0601_MARKER: R = RIVET
 DL0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0601+STABILITY: SURFACE MOTION
 DL0601
 DL0601  HISTORY     - Date     Condition        Report By
 DL0601  HISTORY     - UNK      MONUMENTED       LARR
 DL0601  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0601
 DL0601                          STATION DESCRIPTION
 DL0601
 DL0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0601'2.6 MI N FROM TAYLOR.
 DL0601'ABOUT 2.6 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0601'THE STATION AT TAYLOR, COLUMBIA COUNTY, AT MILEAGE 38.5, AND EAST OF
 DL0601'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DL0601'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0603 ***********************************************************************
 DL0603  DESIGNATION -  RV 39
 DL0603  PID         -  DL0603
 DL0603  STATE/COUNTY-  AR/COLUMBIA
 DL0603  USGS QUAD   -  BUSSEY (1960)
 DL0603
 DL0603                         *CURRENT SURVEY CONTROL
 DL0603  ___________________________________________________________________
 DL0603* NAD 83(1986)-  33 07 50.     (N)    093 27 38.     (W)     SCALED    
 DL0603* NAVD 88     -        76.540  (meters)     251.12   (feet)  ADJUSTED  
 DL0603  ___________________________________________________________________
 DL0603  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DL0603  DYNAMIC HT  -          76.458 (meters)     250.85  (feet)  COMP
 DL0603  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 DL0603
 DL0603  VERT ORDER  -  SECOND    CLASS 0
 DL0603
 DL0603.The horizontal coordinates were scaled from a topographic map and have
 DL0603.an estimated accuracy of +/- 6 seconds.
 DL0603
 DL0603.The orthometric height was determined by differential leveling
 DL0603.and adjusted by the National Geodetic Survey in June 1991..
 DL0603
 DL0603.The geoid height was determined by GEOID03.
 DL0603
 DL0603.The dynamic height is computed by dividing the NAVD 88
 DL0603.geopotential number by the normal gravity value computed on the
 DL0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0603.degrees latitude (g = 980.6199 gals.).
 DL0603
 DL0603.The modeled gravity was interpolated from observed gravity values.
 DL0603
 DL0603;                    North         East    Units  Estimated Accuracy
 DL0603;SPC AR S     -   452,430.      263,710.      MT  (+/- 180 meters Scaled)
 DL0603
 DL0603                          SUPERSEDED SURVEY CONTROL
 DL0603
 DL0603  NGVD 29 (??/??/92)   76.591  (m)          251.28   (f) ADJ UNCH    2 0
 DL0603
 DL0603.Superseded values are not recommended for survey control.
 DL0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0603.See file dsdata.txt to determine how the superseded data were derived.
 DL0603
 DL0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS570658(NAD 83)
 DL0603_MARKER: R = RIVET
 DL0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0603+STABILITY: SURFACE MOTION
 DL0603
 DL0603  HISTORY     - Date     Condition        Report By
 DL0603  HISTORY     - UNK      MONUMENTED       LARR
 DL0603  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0603
 DL0603                          STATION DESCRIPTION
 DL0603
 DL0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0603'2.1 MI N FROM TAYLOR.
 DL0603'ABOUT 2.1 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0603'THE STATION AT TAYLOR, COLUMBIA COUNTY, AT MILEPOST 39, AND EAST OF
 DL0603'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DL0603'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0056 ***********************************************************************
 GG0056  DESIGNATION -  RV 4
 GG0056  PID         -  GG0056
 GG0056  STATE/COUNTY-  AR/BENTON
 GG0056  USGS QUAD   -  PEA RIDGE (1981)
 GG0056
 GG0056                         *CURRENT SURVEY CONTROL
 GG0056  ___________________________________________________________________
 GG0056* NAD 83(1986)-  36 25 10.     (N)    094 03 04.     (W)     SCALED    
 GG0056* NAVD 88     -       386.333  (meters)    1267.49   (feet)  ADJUSTED  
 GG0056  ___________________________________________________________________
 GG0056  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GG0056  DYNAMIC HT  -         385.994 (meters)    1266.38  (feet)  COMP
 GG0056  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 GG0056
 GG0056  VERT ORDER  -  FIRST     CLASS II
 GG0056
 GG0056.The horizontal coordinates were scaled from a topographic map and have
 GG0056.an estimated accuracy of +/- 6 seconds.
 GG0056
 GG0056.The orthometric height was determined by differential leveling
 GG0056.and adjusted by the National Geodetic Survey in June 1991..
 GG0056
 GG0056.The geoid height was determined by GEOID03.
 GG0056
 GG0056.The dynamic height is computed by dividing the NAVD 88
 GG0056.geopotential number by the normal gravity value computed on the
 GG0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0056.degrees latitude (g = 980.6199 gals.).
 GG0056
 GG0056.The modeled gravity was interpolated from observed gravity values.
 GG0056
 GG0056;                    North         East    Units  Estimated Accuracy
 GG0056;SPC AR N     -   233,360.      216,050.      MT  (+/- 180 meters Scaled)
 GG0056
 GG0056                          SUPERSEDED SURVEY CONTROL
 GG0056
 GG0056  NGVD 29 (??/??/92)  386.190  (m)         1267.03   (f) ADJ UNCH    1 2
 GG0056
 GG0056.Superseded values are not recommended for survey control.
 GG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0056.See file dsdata.txt to determine how the superseded data were derived.
 GG0056
 GG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA057309(NAD 83)
 GG0056_MARKER: R = RIVET
 GG0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0056_SP_SET: BRIDGE
 GG0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0056+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 GG0056
 GG0056  HISTORY     - Date     Condition        Report By
 GG0056  HISTORY     - UNK      MONUMENTED       SLSFRR
 GG0056  HISTORY     - 1961     GOOD             NGS
 GG0056  HISTORY     - 1987     GOOD             USPSQD
 GG0056  HISTORY     - 1987     GOOD             USPSQD
 GG0056  HISTORY     - 1987     GOOD             USPSQD
 GG0056  HISTORY     - 20051103 GOOD             GEOCAC
 GG0056
 GG0056                          STATION DESCRIPTION
 GG0056
 GG0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0056'2.1 MI N FROM AVOCA.
 GG0056'2.1 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0056'AVOCA, BENTON COUNTY, 5-1/2 POLES SOUTH OF MILEPOST 325, ON THE
 GG0056'WEST SIDE OF THE TRACK, AT BRIDGE 325.2 OVER SUGAR CREEK, AND
 GG0056'IN THE TOP OF THE NORTH ABUTMENT.  A STANDARD MONEL-METAL RIVET.
 GG0056
 GG0056                          STATION RECOVERY (1987)
 GG0056
 GG0056'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0056'RECOVERED IN GOOD CONDITION.
 GG0056
 GG0056                          STATION RECOVERY (1987)
 GG0056
 GG0056'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0056'RECOVERED IN GOOD CONDITION.
 GG0056
 GG0056                          STATION RECOVERY (1987)
 GG0056
 GG0056'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0056'RECOVERED IN GOOD CONDITION.
 GG0056
 GG0056                          STATION RECOVERY (2005)
 GG0056
 GG0056'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GG0056'GEOCAC FIRST REPORT.
 GG0056'RIVET RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1319 ***********************************************************************
 FF1319  DESIGNATION -  RV 4
 FF1319  PID         -  FF1319
 FF1319  STATE/COUNTY-  AR/WHITE
 FF1319  USGS QUAD   -  JUDSONIA (1994)
 FF1319
 FF1319                         *CURRENT SURVEY CONTROL
 FF1319  ___________________________________________________________________
 FF1319* NAD 83(1986)-  35 15 57.     (N)    091 38 13.     (W)     SCALED    
 FF1319* NAVD 88     -        66.47   (+/-2cm)     218.1    (feet)  VERTCON   
 FF1319  ___________________________________________________________________
 FF1319  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1319
 FF1319  VERT ORDER  -  ? (See Below)
 FF1319
 FF1319.The horizontal coordinates were scaled from a topographic map and have
 FF1319.an estimated accuracy of +/- 6 seconds.
 FF1319
 FF1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1319.The vertical order pertains to the NGVD 29 superseded value.
 FF1319
 FF1319.The geoid height was determined by GEOID03.
 FF1319
 FF1319;                    North         East    Units  Estimated Accuracy
 FF1319;SPC AR N     -   103,510.      433,030.      MT  (+/- 180 meters Scaled)
 FF1319
 FF1319                          SUPERSEDED SURVEY CONTROL
 FF1319
 FF1319  NGVD 29 (??/??/??)   66.422  (m)          217.92   (f) ADJUSTED    ?  
 FF1319
 FF1319.Superseded values are not recommended for survey control.
 FF1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1319.See file dsdata.txt to determine how the superseded data were derived.
 FF1319
 FF1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV239033(NAD 83)
 FF1319_MARKER: R = RIVET
 FF1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1319_SP_SET: BRIDGE
 FF1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1319
 FF1319  HISTORY     - Date     Condition        Report By
 FF1319  HISTORY     - UNK      MONUMENTED       MPRR
 FF1319  HISTORY     - 1931     GOOD             CGS
 FF1319  HISTORY     - 1934     GOOD             CGS
 FF1319  HISTORY     - 1990     GOOD             USPSQD
 FF1319
 FF1319                          STATION DESCRIPTION
 FF1319
 FF1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1319'0.5 MI S FROM JUDSONIA.
 FF1319'ABOUT 1/2 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1319'JUDSONIA, WHITE COUNTY, AT BRIDGE 368 OVER LITTLE RED RIVER,
 FF1319'AND IN THE WEST END OF THE SOUTH CONCRETE ABUTMENT.  A STANDARD
 FF1319'MONEL-METAL RIVET.
 FF1319
 FF1319                          STATION RECOVERY (1934)
 FF1319
 FF1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1319'RECOVERED IN GOOD CONDITION.
 FF1319
 FF1319                          STATION RECOVERY (1990)
 FF1319
 FF1319'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0604 ***********************************************************************
 DL0604  DESIGNATION -  RV 40
 DL0604  PID         -  DL0604
 DL0604  STATE/COUNTY-  AR/COLUMBIA
 DL0604  USGS QUAD   -  TAYLOR (1978)
 DL0604
 DL0604                         *CURRENT SURVEY CONTROL
 DL0604  ___________________________________________________________________
 DL0604* NAD 83(1986)-  33 07 02.     (N)    093 27 40.     (W)     SCALED    
 DL0604* NAVD 88     -        78.104  (meters)     256.25   (feet)  ADJUSTED  
 DL0604  ___________________________________________________________________
 DL0604  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DL0604  DYNAMIC HT  -          78.020 (meters)     255.97  (feet)  COMP
 DL0604  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 DL0604
 DL0604  VERT ORDER  -  SECOND    CLASS 0
 DL0604
 DL0604.The horizontal coordinates were scaled from a topographic map and have
 DL0604.an estimated accuracy of +/- 6 seconds.
 DL0604
 DL0604.The orthometric height was determined by differential leveling
 DL0604.and adjusted by the National Geodetic Survey in June 1991..
 DL0604
 DL0604.The geoid height was determined by GEOID03.
 DL0604
 DL0604.The dynamic height is computed by dividing the NAVD 88
 DL0604.geopotential number by the normal gravity value computed on the
 DL0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0604.degrees latitude (g = 980.6199 gals.).
 DL0604
 DL0604.The modeled gravity was interpolated from observed gravity values.
 DL0604
 DL0604;                    North         East    Units  Estimated Accuracy
 DL0604;SPC AR S     -   450,950.      263,630.      MT  (+/- 180 meters Scaled)
 DL0604
 DL0604                          SUPERSEDED SURVEY CONTROL
 DL0604
 DL0604  NGVD 29 (??/??/92)   78.155  (m)          256.41   (f) ADJ UNCH    2 0
 DL0604
 DL0604.Superseded values are not recommended for survey control.
 DL0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0604.See file dsdata.txt to determine how the superseded data were derived.
 DL0604
 DL0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS569643(NAD 83)
 DL0604_MARKER: R = RIVET
 DL0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0604_SP_SET: CULVERT
 DL0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0604
 DL0604  HISTORY     - Date     Condition        Report By
 DL0604  HISTORY     - UNK      MONUMENTED       LARR
 DL0604  HISTORY     - 1963     GOOD             NGS
 DL0604
 DL0604                          STATION DESCRIPTION
 DL0604
 DL0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0604'1.1 MI N FROM TAYLOR.
 DL0604'ABOUT 1.1 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0604'THE STATION AT TAYLOR, COLUMBIA COUNTY, AT MILEPOST 40, IN THE
 DL0604'CONCRETE HEAD WALL OF A TRESTLE, AND 8 FEET EAST OF THE TRACK.  A
 DL0604'STANDARD MONEL-METAL RIVET.  NOTE-- IN CONCRETE HEADWALL OF A SMALL
 DL0604'TRESTLE THAT IS NEAR THE 1ST POLE NORTH OF MILEPOST 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0952 ***********************************************************************
 FF0952  DESIGNATION -  RV 40
 FF0952  PID         -  FF0952
 FF0952  STATE/COUNTY-  AR/JACKSON
 FF0952  USGS QUAD   -  NEWPORT (1981)
 FF0952
 FF0952                         *CURRENT SURVEY CONTROL
 FF0952  ___________________________________________________________________
 FF0952* NAD 83(1986)-  35 35 17.     (N)    091 19 08.     (W)     SCALED    
 FF0952* NAVD 88     -        69.36   (+/-2cm)     227.6    (feet)  VERTCON   
 FF0952  ___________________________________________________________________
 FF0952  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF0952
 FF0952  VERT ORDER  -  ? (See Below)
 FF0952
 FF0952.The horizontal coordinates were scaled from a topographic map and have
 FF0952.an estimated accuracy of +/- 6 seconds.
 FF0952
 FF0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0952.The vertical order pertains to the NGVD 29 superseded value.
 FF0952
 FF0952.The geoid height was determined by GEOID03.
 FF0952
 FF0952;                    North         East    Units  Estimated Accuracy
 FF0952;SPC AR N     -   139,410.      461,730.      MT  (+/- 180 meters Scaled)
 FF0952
 FF0952                          SUPERSEDED SURVEY CONTROL
 FF0952
 FF0952  NGVD 29 (??/??/??)   69.293  (m)          227.34   (f) ADJUSTED    ?  
 FF0952
 FF0952.Superseded values are not recommended for survey control.
 FF0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0952.See file dsdata.txt to determine how the superseded data were derived.
 FF0952
 FF0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV523395(NAD 83)
 FF0952_MARKER: R = RIVET
 FF0952_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0952_SP_SET: PIER
 FF0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0952
 FF0952  HISTORY     - Date     Condition        Report By
 FF0952  HISTORY     - UNK      MONUMENTED       MPRR
 FF0952  HISTORY     - 1931     GOOD             CGS
 FF0952  HISTORY     - 1934     GOOD             CGS
 FF0952
 FF0952                          STATION DESCRIPTION
 FF0952
 FF0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0952'2.2 MI SW FROM NEWPORT.
 FF0952'ABOUT 2-1/4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0952'FROM THE STATION AT NEWPORT, JACKSON COUNTY, AT POLE 264+04, IN
 FF0952'THE CENTER LINE OF THE NORTH PIER OF BRIDGE 314, AND IN THE
 FF0952'EAST PROJECTING ALONG THE TRACK.  A STANDARD MONEL-METAL RIVET.
 FF0952
 FF0952                          STATION RECOVERY (1934)
 FF0952
 FF0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0133 ***********************************************************************
 FH0133  DESIGNATION -  RV 40
 FH0133  PID         -  FH0133
 FH0133  STATE/COUNTY-  AR/CRAWFORD
 FH0133  USGS QUAD   -  VAN BUREN (1997)
 FH0133
 FH0133                         *CURRENT SURVEY CONTROL
 FH0133  ___________________________________________________________________
 FH0133* NAD 83(1986)-  35 29 24.     (N)    094 16 20.     (W)     SCALED    
 FH0133* NAVD 88     -       141.902  (meters)     465.56   (feet)  ADJUSTED  
 FH0133  ___________________________________________________________________
 FH0133  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FH0133  DYNAMIC HT  -         141.770 (meters)     465.12  (feet)  COMP
 FH0133  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 FH0133
 FH0133  VERT ORDER  -  FIRST     CLASS II
 FH0133
 FH0133.The horizontal coordinates were scaled from a topographic map and have
 FH0133.an estimated accuracy of +/- 6 seconds.
 FH0133
 FH0133.The orthometric height was determined by differential leveling
 FH0133.and adjusted by the National Geodetic Survey in June 1991..
 FH0133
 FH0133.The geoid height was determined by GEOID03.
 FH0133
 FH0133.The dynamic height is computed by dividing the NAVD 88
 FH0133.geopotential number by the normal gravity value computed on the
 FH0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0133.degrees latitude (g = 980.6199 gals.).
 FH0133
 FH0133.The modeled gravity was interpolated from observed gravity values.
 FH0133
 FH0133;                    North         East    Units  Estimated Accuracy
 FH0133;SPC AR N     -   130,700.      193,850.      MT  (+/- 180 meters Scaled)
 FH0133
 FH0133                          SUPERSEDED SURVEY CONTROL
 FH0133
 FH0133  NGVD 29 (??/??/92)  141.807  (m)          465.25   (f) ADJ UNCH    1 2
 FH0133
 FH0133.Superseded values are not recommended for survey control.
 FH0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0133.See file dsdata.txt to determine how the superseded data were derived.
 FH0133
 FH0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV846281(NAD 83)
 FH0133_MARKER: R = RIVET
 FH0133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0133_SP_SET: ABUTMENT
 FH0133_MARK LOGO: NONE  
 FH0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0133+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 FH0133
 FH0133  HISTORY     - Date     Condition        Report By
 FH0133  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0133  HISTORY     - 1959     GOOD             NGS
 FH0133  HISTORY     - 19891030 GOOD             NGS
 FH0133
 FH0133                          STATION DESCRIPTION
 FH0133
 FH0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0133'3 MI SW FROM RUDY.
 FH0133'3.0 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0133'FROM RUDY, CRAWFORD COUNTY, AT MILEPOST 404, ON THE NORTHWEST
 FH0133'SIDE OF THE TRACK, AND IN THE TOP OF THE NORTHEAST CONCRETE
 FH0133'HEADWALL OF A CULVERT.  A STANDARD MONEL-METAL RIVET.
 FH0133
 FH0133                          STATION RECOVERY (1989)
 FH0133
 FH0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0133'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.8 KM
 FH0133'(3.00 MI) SOUTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 FH0133'JUNCTION OF STATE HIGHWAY 282 IN RUDY, IN TOP OF AND 0.3 M (1.0 FT)
 FH0133'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD
 FH0133'BRIDGE SPANNING FROG BAYOU, 1.9 M (6.2 FT) NORTH OF THE NEAR RAIL,
 FH0133'AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0606 ***********************************************************************
 DL0606  DESIGNATION -  RV 41
 DL0606  PID         -  DL0606
 DL0606  STATE/COUNTY-  AR/COLUMBIA
 DL0606  USGS QUAD   -  TAYLOR (1978)
 DL0606
 DL0606                         *CURRENT SURVEY CONTROL
 DL0606  ___________________________________________________________________
 DL0606* NAD 83(1986)-  33 06 04.     (N)    093 27 40.     (W)     SCALED    
 DL0606* NAVD 88     -        75.516  (meters)     247.76   (feet)  ADJUSTED  
 DL0606  ___________________________________________________________________
 DL0606  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DL0606  DYNAMIC HT  -          75.434 (meters)     247.49  (feet)  COMP
 DL0606  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 DL0606
 DL0606  VERT ORDER  -  SECOND    CLASS 0
 DL0606
 DL0606.The horizontal coordinates were scaled from a topographic map and have
 DL0606.an estimated accuracy of +/- 6 seconds.
 DL0606
 DL0606.The orthometric height was determined by differential leveling
 DL0606.and adjusted by the National Geodetic Survey in June 1991..
 DL0606
 DL0606.The geoid height was determined by GEOID03.
 DL0606
 DL0606.The dynamic height is computed by dividing the NAVD 88
 DL0606.geopotential number by the normal gravity value computed on the
 DL0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0606.degrees latitude (g = 980.6199 gals.).
 DL0606
 DL0606.The modeled gravity was interpolated from observed gravity values.
 DL0606
 DL0606;                    North         East    Units  Estimated Accuracy
 DL0606;SPC AR S     -   449,160.      263,610.      MT  (+/- 180 meters Scaled)
 DL0606
 DL0606                          SUPERSEDED SURVEY CONTROL
 DL0606
 DL0606  NGVD 29 (??/??/92)   75.568  (m)          247.93   (f) ADJ UNCH    2 0
 DL0606
 DL0606.Superseded values are not recommended for survey control.
 DL0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0606.See file dsdata.txt to determine how the superseded data were derived.
 DL0606
 DL0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS569625(NAD 83)
 DL0606_MARKER: R = RIVET
 DL0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0606+STABILITY: SURFACE MOTION
 DL0606
 DL0606  HISTORY     - Date     Condition        Report By
 DL0606  HISTORY     - UNK      MONUMENTED       LARR
 DL0606  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0606
 DL0606                          STATION DESCRIPTION
 DL0606
 DL0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0606'0.2 MI N FROM TAYLOR.
 DL0606'ABOUT 0.2 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0606'STATION AT TAYLOR, COLUMBIA COUNTY, AT MILEPOST 41, AND EAST OF THE
 DL0606'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DL0606'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0953 ***********************************************************************
 FF0953  DESIGNATION -  RV 41
 FF0953  PID         -  FF0953
 FF0953  STATE/COUNTY-  AR/JACKSON
 FF0953  USGS QUAD   -  NEWPORT (1981)
 FF0953
 FF0953                         *CURRENT SURVEY CONTROL
 FF0953  ___________________________________________________________________
 FF0953* NAD 83(1986)-  35 35 34.     (N)    091 18 21.     (W)     SCALED    
 FF0953* NAVD 88     -        70.888  (meters)     232.57   (feet)  ADJUSTED  
 FF0953  ___________________________________________________________________
 FF0953  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF0953  DYNAMIC HT  -          70.827 (meters)     232.37  (feet)  COMP
 FF0953  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 FF0953
 FF0953  VERT ORDER  -  FIRST     CLASS II
 FF0953
 FF0953.The horizontal coordinates were scaled from a topographic map and have
 FF0953.an estimated accuracy of +/- 6 seconds.
 FF0953
 FF0953.The orthometric height was determined by differential leveling
 FF0953.and adjusted by the National Geodetic Survey in June 1991..
 FF0953
 FF0953.The geoid height was determined by GEOID03.
 FF0953
 FF0953.The dynamic height is computed by dividing the NAVD 88
 FF0953.geopotential number by the normal gravity value computed on the
 FF0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0953.degrees latitude (g = 980.6199 gals.).
 FF0953
 FF0953.The modeled gravity was interpolated from observed gravity values.
 FF0953
 FF0953;                    North         East    Units  Estimated Accuracy
 FF0953;SPC AR N     -   139,950.      462,900.      MT  (+/- 180 meters Scaled)
 FF0953
 FF0953                          SUPERSEDED SURVEY CONTROL
 FF0953
 FF0953  NGVD 29 (??/??/??)   70.825  (m)          232.37   (f) ADJUSTED    1 2
 FF0953
 FF0953.Superseded values are not recommended for survey control.
 FF0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0953.See file dsdata.txt to determine how the superseded data were derived.
 FF0953
 FF0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV534401(NAD 83)
 FF0953_MARKER: R = RIVET
 FF0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0953_SP_SET: BRIDGE
 FF0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0953
 FF0953  HISTORY     - Date     Condition        Report By
 FF0953  HISTORY     - UNK      MONUMENTED       MPRR
 FF0953  HISTORY     - 1931     GOOD             CGS
 FF0953  HISTORY     - 1934     GOOD             CGS
 FF0953  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF0953
 FF0953                          STATION DESCRIPTION
 FF0953
 FF0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0953'1.5 MI SW FROM NEWPORT.
 FF0953'ABOUT 1-1/2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0953'FROM THE STATION AT NEWPORT, JACKSON COUNTY, AT POLE 263+11, AND
 FF0953'IN THE EAST END OF THE CONCRETE FIRE WALL OF BRIDGE 312 H.  A
 FF0953'STANDARD MONEL-METAL RIVET.
 FF0953
 FF0953                          STATION RECOVERY (1934)
 FF0953
 FF0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0953'RECOVERED IN GOOD CONDITION.
 FF0953
 FF0953                          STATION RECOVERY (2002)
 FF0953
 FF0953'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0954 ***********************************************************************
 FF0954  DESIGNATION -  RV 42
 FF0954  PID         -  FF0954
 FF0954  STATE/COUNTY-  AR/JACKSON
 FF0954  USGS QUAD   -  NEWPORT (1981)
 FF0954
 FF0954                         *CURRENT SURVEY CONTROL
 FF0954  ___________________________________________________________________
 FF0954* NAD 83(1986)-  35 35 53.     (N)    091 17 48.     (W)     SCALED    
 FF0954* NAVD 88     -        71.275  (meters)     233.84   (feet)  ADJUSTED  
 FF0954  ___________________________________________________________________
 FF0954  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF0954  DYNAMIC HT  -          71.214 (meters)     233.64  (feet)  COMP
 FF0954  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 FF0954
 FF0954  VERT ORDER  -  FIRST     CLASS II
 FF0954
 FF0954.The horizontal coordinates were scaled from a topographic map and have
 FF0954.an estimated accuracy of +/- 6 seconds.
 FF0954
 FF0954.The orthometric height was determined by differential leveling
 FF0954.and adjusted by the National Geodetic Survey in June 1991..
 FF0954
 FF0954.The geoid height was determined by GEOID03.
 FF0954
 FF0954.The dynamic height is computed by dividing the NAVD 88
 FF0954.geopotential number by the normal gravity value computed on the
 FF0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0954.degrees latitude (g = 980.6199 gals.).
 FF0954
 FF0954.The modeled gravity was interpolated from observed gravity values.
 FF0954
 FF0954;                    North         East    Units  Estimated Accuracy
 FF0954;SPC AR N     -   140,540.      463,730.      MT  (+/- 180 meters Scaled)
 FF0954
 FF0954                          SUPERSEDED SURVEY CONTROL
 FF0954
 FF0954  NGVD 29 (??/??/??)   71.212  (m)          233.63   (f) ADJUSTED    1 2
 FF0954
 FF0954.Superseded values are not recommended for survey control.
 FF0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0954.See file dsdata.txt to determine how the superseded data were derived.
 FF0954
 FF0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV543407(NAD 83)
 FF0954_MARKER: R = RIVET
 FF0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0954+STABILITY: SURFACE MOTION
 FF0954
 FF0954  HISTORY     - Date     Condition        Report By
 FF0954  HISTORY     - UNK      MONUMENTED       MPRR
 FF0954  HISTORY     - 1931     GOOD             CGS
 FF0954  HISTORY     - 1934     GOOD             CGS
 FF0954  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF0954
 FF0954                          STATION DESCRIPTION
 FF0954
 FF0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0954'1 MI SW FROM NEWPORT.
 FF0954'ABOUT 1 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0954'THE STATION AT NEWPORT, JACKSON COUNTY, AT POLE 262+27, AT A
 FF0954'BRIDGE SIGNAL, AND IN THE CENTER OF THE WEST SIDE OF THE EAST
 FF0954'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
 FF0954
 FF0954                          STATION RECOVERY (1934)
 FF0954
 FF0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0954'RECOVERED IN GOOD CONDITION.
 FF0954
 FF0954                          STATION RECOVERY (2002)
 FF0954
 FF0954'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0135 ***********************************************************************
 FH0135  DESIGNATION -  RV 42
 FH0135  PID         -  FH0135
 FH0135  STATE/COUNTY-  AR/CRAWFORD
 FH0135  USGS QUAD   -  VAN BUREN (1997)
 FH0135
 FH0135                         *CURRENT SURVEY CONTROL
 FH0135  ___________________________________________________________________
 FH0135* NAD 83(1986)-  35 28 25.     (N)    094 18 19.     (W)     SCALED    
 FH0135* NAVD 88     -       157.915  (meters)     518.09   (feet)  ADJUSTED  
 FH0135  ___________________________________________________________________
 FH0135  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 FH0135  DYNAMIC HT  -         157.766 (meters)     517.60  (feet)  COMP
 FH0135  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FH0135
 FH0135  VERT ORDER  -  FIRST     CLASS II
 FH0135
 FH0135.The horizontal coordinates were scaled from a topographic map and have
 FH0135.an estimated accuracy of +/- 6 seconds.
 FH0135
 FH0135.The orthometric height was determined by differential leveling
 FH0135.and adjusted by the National Geodetic Survey in June 1991..
 FH0135
 FH0135.The geoid height was determined by GEOID03.
 FH0135
 FH0135.The dynamic height is computed by dividing the NAVD 88
 FH0135.geopotential number by the normal gravity value computed on the
 FH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0135.degrees latitude (g = 980.6199 gals.).
 FH0135
 FH0135.The modeled gravity was interpolated from observed gravity values.
 FH0135
 FH0135;                    North         East    Units  Estimated Accuracy
 FH0135;SPC AR N     -   128,950.      190,810.      MT  (+/- 180 meters Scaled)
 FH0135
 FH0135                          SUPERSEDED SURVEY CONTROL
 FH0135
 FH0135  NGVD 29 (??/??/92)  157.819  (m)          517.78   (f) ADJ UNCH    1 2
 FH0135
 FH0135.Superseded values are not recommended for survey control.
 FH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0135.See file dsdata.txt to determine how the superseded data were derived.
 FH0135
 FH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV815263(NAD 83)
 FH0135_MARKER: R = RIVET
 FH0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0135_SP_SET: CULVERT
 FH0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0135
 FH0135  HISTORY     - Date     Condition        Report By
 FH0135  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0135  HISTORY     - 1959     GOOD             NGS
 FH0135  HISTORY     - 19891101 MARK NOT FOUND   NGS
 FH0135
 FH0135                          STATION DESCRIPTION
 FH0135
 FH0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0135'3.8 MI NE FROM VAN BUREN.
 FH0135'3.8 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0135'FRM VAN BUREN, CRAWFORD, AT POLE 406+10, ON THE NORTHWEST SIDE
 FH0135'OF THE TRACK, AND IN THE TOP OF A CONCRETE CULVERT.  A STANDARD
 FH0135'MONEL-METAL RIVET.
 FH0135
 FH0135                          STATION RECOVERY (1989)
 FH0135
 FH0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0955 ***********************************************************************
 FF0955  DESIGNATION -  RV 43
 FF0955  PID         -  FF0955
 FF0955  STATE/COUNTY-  AR/JACKSON
 FF0955  USGS QUAD   -  NEWPORT (1981)
 FF0955
 FF0955                         *CURRENT SURVEY CONTROL
 FF0955  ___________________________________________________________________
 FF0955* NAD 83(1986)-  35 36 21.     (N)    091 17 09.     (W)     SCALED    
 FF0955* NAVD 88     -        70.57   (+/-2cm)     231.5    (feet)  VERTCON   
 FF0955  ___________________________________________________________________
 FF0955  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF0955
 FF0955  VERT ORDER  -  ? (See Below)
 FF0955
 FF0955.The horizontal coordinates were scaled from a topographic map and have
 FF0955.an estimated accuracy of +/- 6 seconds.
 FF0955
 FF0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0955.The vertical order pertains to the NGVD 29 superseded value.
 FF0955
 FF0955.The geoid height was determined by GEOID03.
 FF0955
 FF0955;                    North         East    Units  Estimated Accuracy
 FF0955;SPC AR N     -   141,410.      464,710.      MT  (+/- 180 meters Scaled)
 FF0955
 FF0955                          SUPERSEDED SURVEY CONTROL
 FF0955
 FF0955  NGVD 29 (??/??/??)   70.506  (m)          231.32   (f) ADJUSTED    ?  
 FF0955
 FF0955.Superseded values are not recommended for survey control.
 FF0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0955.See file dsdata.txt to determine how the superseded data were derived.
 FF0955
 FF0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV552415(NAD 83)
 FF0955_MARKER: R = RIVET
 FF0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0955_SP_SET: WALL
 FF0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0955
 FF0955  HISTORY     - Date     Condition        Report By
 FF0955  HISTORY     - UNK      MONUMENTED       MPRR
 FF0955  HISTORY     - 1931     GOOD             CGS
 FF0955  HISTORY     - 1934     GOOD             CGS
 FF0955  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF0955
 FF0955                          STATION DESCRIPTION
 FF0955
 FF0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0955'AT NEWPORT.
 FF0955'AT NEWPORT, JACKSON COUNTY, ABOUT 50 YARDS WEST OF THE MAIN
 FF0955'TRACKS OF THE MISSOURI PACIFIC RAILROAD, AT POLE 262+00, IN THE
 FF0955'CENTER OF THE TOP OF THE CONCRETE SEA WALL, AND OVER THE NAME
 FF0955'PLATE MARKED NEWPORT LEVEE DISTRICT.  A STANDARD MONEL-METAL
 FF0955'RIVET.
 FF0955
 FF0955                          STATION RECOVERY (1934)
 FF0955
 FF0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0955'RECOVERED IN GOOD CONDITION.
 FF0955
 FF0955                          STATION RECOVERY (2002)
 FF0955
 FF0955'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0136 ***********************************************************************
 FH0136  DESIGNATION -  RV 43
 FH0136  PID         -  FH0136
 FH0136  STATE/COUNTY-  AR/CRAWFORD
 FH0136  USGS QUAD   -  VAN BUREN (1997)
 FH0136
 FH0136                         *CURRENT SURVEY CONTROL
 FH0136  ___________________________________________________________________
 FH0136* NAD 83(1986)-  35 28 02.     (N)    094 19 10.     (W)     SCALED    
 FH0136* NAVD 88     -       144.776  (meters)     474.99   (feet)  ADJUSTED  
 FH0136  ___________________________________________________________________
 FH0136  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FH0136  DYNAMIC HT  -         144.640 (meters)     474.54  (feet)  COMP
 FH0136  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FH0136
 FH0136  VERT ORDER  -  FIRST     CLASS II
 FH0136
 FH0136.The horizontal coordinates were scaled from a topographic map and have
 FH0136.an estimated accuracy of +/- 6 seconds.
 FH0136
 FH0136.The orthometric height was determined by differential leveling
 FH0136.and adjusted by the National Geodetic Survey in June 1991..
 FH0136.WARNING-Repeat measurements at this control monument indicate possible
 FH0136.vertical movement.
 FH0136
 FH0136.The geoid height was determined by GEOID03.
 FH0136
 FH0136.The dynamic height is computed by dividing the NAVD 88
 FH0136.geopotential number by the normal gravity value computed on the
 FH0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0136.degrees latitude (g = 980.6199 gals.).
 FH0136
 FH0136.The modeled gravity was interpolated from observed gravity values.
 FH0136
 FH0136;                    North         East    Units  Estimated Accuracy
 FH0136;SPC AR N     -   128,270.      189,510.      MT  (+/- 180 meters Scaled)
 FH0136
 FH0136                          SUPERSEDED SURVEY CONTROL
 FH0136
 FH0136  NGVD 29 (10/05/93)  144.681  (m)          474.67   (f) ADJUSTED    1 2
 FH0136
 FH0136.Superseded values are not recommended for survey control.
 FH0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0136.See file dsdata.txt to determine how the superseded data were derived.
 FH0136
 FH0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV802256(NAD 83)
 FH0136_MARKER: R = RIVET
 FH0136_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0136_SP_SET: PIER
 FH0136_MARK LOGO: NONE  
 FH0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0136+STABILITY: POSITION/ELEVATION WELL
 FH0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0136+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1989
 FH0136
 FH0136  HISTORY     - Date     Condition        Report By
 FH0136  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0136  HISTORY     - 1959     GOOD             NGS
 FH0136  HISTORY     - 1987     GOOD             USPSQD
 FH0136  HISTORY     - 1989     GOOD             USPSQD
 FH0136  HISTORY     - 19891103 GOOD             NGS
 FH0136
 FH0136                          STATION DESCRIPTION
 FH0136
 FH0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0136'3 MI NE FROM VAN BUREN.
 FH0136'3.0 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0136'FROM VAN BUREN, CRAWFORD COUNTY, AT MILEAGE 407.2, AT THE
 FH0136'BRIDGE OVER FLAT ROCK CREEK, AND IN THE TOP OF THE NORTHWEST
 FH0136'SIDE OF THE STONE PIER.  A STANDARD MONEL-METAL RIVET.
 FH0136'NOTE-- ON THE PIER ON THE EAST SIDE OF THE CREEK, JUST BELOW
 FH0136'THE SIGN WITH THE BRIDGE NUMBER ON IT.
 FH0136
 FH0136                          STATION RECOVERY (1987)
 FH0136
 FH0136'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0136'RECOVERED IN GOOD CONDITION.
 FH0136
 FH0136                          STATION RECOVERY (1989)
 FH0136
 FH0136'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 FH0136'RECOVERED IN GOOD CONDITION.
 FH0136
 FH0136                          STATION RECOVERY (1989)
 FH0136
 FH0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0136'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.8 KM
 FH0136'(3.00 MI) NORTHEASTERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM
 FH0136'THE STATION IN VAN BUREN, IN TOP OF AND 0.4 M (1.3 FT) SOUTHEAST OF
 FH0136'THE NORTHWEST END OF THE CENTER PIER OF THE RAILROAD BRIDGE SPANNING
 FH0136'FLAT ROCK CREEK, 2.6 M (8.5 FT) NORTHWEST OF THE NEAR RAIL, AND 1.7 M
 FH0136'(5.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0611 ***********************************************************************
 DL0611  DESIGNATION -  RV 44
 DL0611  PID         -  DL0611
 DL0611  STATE/COUNTY-  AR/COLUMBIA
 DL0611  USGS QUAD   -  TAYLOR (1978)
 DL0611
 DL0611                         *CURRENT SURVEY CONTROL
 DL0611  ___________________________________________________________________
 DL0611* NAD 83(1986)-  33 03 31.     (N)    093 27 46.     (W)     SCALED    
 DL0611* NAVD 88     -        76.132  (meters)     249.78   (feet)  ADJUSTED  
 DL0611  ___________________________________________________________________
 DL0611  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0611  DYNAMIC HT  -          76.050 (meters)     249.51  (feet)  COMP
 DL0611  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DL0611
 DL0611  VERT ORDER  -  SECOND    CLASS 0
 DL0611
 DL0611.The horizontal coordinates were scaled from a topographic map and have
 DL0611.an estimated accuracy of +/- 6 seconds.
 DL0611
 DL0611.The orthometric height was determined by differential leveling
 DL0611.and adjusted by the National Geodetic Survey in June 1991..
 DL0611
 DL0611.The geoid height was determined by GEOID03.
 DL0611
 DL0611.The dynamic height is computed by dividing the NAVD 88
 DL0611.geopotential number by the normal gravity value computed on the
 DL0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0611.degrees latitude (g = 980.6199 gals.).
 DL0611
 DL0611.The modeled gravity was interpolated from observed gravity values.
 DL0611
 DL0611;                    North         East    Units  Estimated Accuracy
 DL0611;SPC AR S     -   444,450.      263,390.      MT  (+/- 180 meters Scaled)
 DL0611
 DL0611                          SUPERSEDED SURVEY CONTROL
 DL0611
 DL0611  NGVD 29 (??/??/92)   76.186  (m)          249.95   (f) ADJ UNCH    2 0
 DL0611
 DL0611.Superseded values are not recommended for survey control.
 DL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0611.See file dsdata.txt to determine how the superseded data were derived.
 DL0611
 DL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS567578(NAD 83)
 DL0611_MARKER: R = RIVET
 DL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0611+STABILITY: SURFACE MOTION
 DL0611
 DL0611  HISTORY     - Date     Condition        Report By
 DL0611  HISTORY     - UNK      MONUMENTED       LARR
 DL0611  HISTORY     - 1965     MARK NOT FOUND   NGS
 DL0611
 DL0611                          STATION DESCRIPTION
 DL0611
 DL0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DL0611'2.9 MI S FROM TAYLOR.
 DL0611'LOCATED ABOUT 2.9 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 DL0611'FROM THE STATION AT TAYLOR, COLUMBIA COUNTY, AT MILEPOST 44, AND EAST
 DL0611'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DL0611'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0961 ***********************************************************************
 FF0961  DESIGNATION -  RV 44
 FF0961  PID         -  FF0961
 FF0961  STATE/COUNTY-  AR/JACKSON
 FF0961  USGS QUAD   -  NEWPORT (1981)
 FF0961
 FF0961                         *CURRENT SURVEY CONTROL
 FF0961  ___________________________________________________________________
 FF0961* NAD 83(1986)-  35 36 33.     (N)    091 16 49.     (W)     SCALED    
 FF0961* NAVD 88     -        69.911  (meters)     229.37   (feet)  ADJUSTED  
 FF0961  ___________________________________________________________________
 FF0961  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF0961  DYNAMIC HT  -          69.850 (meters)     229.17  (feet)  COMP
 FF0961  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 FF0961
 FF0961  VERT ORDER  -  FIRST     CLASS II
 FF0961
 FF0961.The horizontal coordinates were scaled from a topographic map and have
 FF0961.an estimated accuracy of +/- 6 seconds.
 FF0961
 FF0961.The orthometric height was determined by differential leveling
 FF0961.and adjusted by the National Geodetic Survey in June 1991..
 FF0961
 FF0961.The geoid height was determined by GEOID03.
 FF0961
 FF0961.The dynamic height is computed by dividing the NAVD 88
 FF0961.geopotential number by the normal gravity value computed on the
 FF0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0961.degrees latitude (g = 980.6199 gals.).
 FF0961
 FF0961.The modeled gravity was interpolated from observed gravity values.
 FF0961
 FF0961;                    North         East    Units  Estimated Accuracy
 FF0961;SPC AR N     -   141,780.      465,210.      MT  (+/- 180 meters Scaled)
 FF0961
 FF0961                          SUPERSEDED SURVEY CONTROL
 FF0961
 FF0961  NGVD 29 (??/??/??)   69.846  (m)          229.15   (f) ADJUSTED    1 2
 FF0961
 FF0961.Superseded values are not recommended for survey control.
 FF0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0961.See file dsdata.txt to determine how the superseded data were derived.
 FF0961
 FF0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV557419(NAD 83)
 FF0961_MARKER: R = RIVET
 FF0961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0961_SP_SET: BRIDGE
 FF0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0961
 FF0961  HISTORY     - Date     Condition        Report By
 FF0961  HISTORY     - UNK      MONUMENTED       MPRR
 FF0961  HISTORY     - 1932     GOOD             CGS
 FF0961  HISTORY     - 1934     GOOD             CGS
 FF0961  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF0961
 FF0961                          STATION DESCRIPTION
 FF0961
 FF0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FF0961'0.5 MI N FROM NEWPORT.
 FF0961'ABOUT 1/2 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0961'NEWPORT, JACKSON COUNTY, AT POLE 261+20, AND IN THE WEST SIDE OF
 FF0961'THE EAST CONCRETE FOUNDATION OF A BRIDGE SIGNAL.  A STANDARD
 FF0961'MONEL-METAL RIVET.
 FF0961
 FF0961                          STATION RECOVERY (1934)
 FF0961
 FF0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0961'RECOVERED IN GOOD CONDITION.
 FF0961
 FF0961                          STATION RECOVERY (2002)
 FF0961
 FF0961'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0138 ***********************************************************************
 FH0138  DESIGNATION -  RV 44
 FH0138  PID         -  FH0138
 FH0138  STATE/COUNTY-  AR/CRAWFORD
 FH0138  USGS QUAD   -  VAN BUREN (1997)
 FH0138
 FH0138                         *CURRENT SURVEY CONTROL
 FH0138  ___________________________________________________________________
 FH0138* NAD 83(1986)-  35 27 01.     (N)    094 19 48.     (W)     SCALED    
 FH0138* NAVD 88     -       144.263  (meters)     473.30   (feet)  ADJUSTED  
 FH0138  ___________________________________________________________________
 FH0138  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FH0138  DYNAMIC HT  -         144.128 (meters)     472.86  (feet)  COMP
 FH0138  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 FH0138
 FH0138  VERT ORDER  -  FIRST     CLASS II
 FH0138
 FH0138.The horizontal coordinates were scaled from a topographic map and have
 FH0138.an estimated accuracy of +/- 6 seconds.
 FH0138
 FH0138.The orthometric height was determined by differential leveling
 FH0138.and adjusted by the National Geodetic Survey in June 1991..
 FH0138
 FH0138.The geoid height was determined by GEOID03.
 FH0138
 FH0138.The dynamic height is computed by dividing the NAVD 88
 FH0138.geopotential number by the normal gravity value computed on the
 FH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0138.degrees latitude (g = 980.6199 gals.).
 FH0138
 FH0138.The modeled gravity was interpolated from observed gravity values.
 FH0138
 FH0138;                    North         East    Units  Estimated Accuracy
 FH0138;SPC AR N     -   126,420.      188,500.      MT  (+/- 180 meters Scaled)
 FH0138
 FH0138                          SUPERSEDED SURVEY CONTROL
 FH0138
 FH0138  NGVD 29 (??/??/92)  144.171  (m)          473.00   (f) ADJ UNCH    1 2
 FH0138
 FH0138.Superseded values are not recommended for survey control.
 FH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0138.See file dsdata.txt to determine how the superseded data were derived.
 FH0138
 FH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV793237(NAD 83)
 FH0138_MARKER: R = RIVET
 FH0138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0138_SP_SET: HEADWALL
 FH0138_MARK LOGO: NONE  
 FH0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0138+STABILITY: SURFACE MOTION
 FH0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0138+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1989
 FH0138
 FH0138  HISTORY     - Date     Condition        Report By
 FH0138  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0138  HISTORY     - 1959     GOOD             NGS
 FH0138  HISTORY     - 1987     GOOD             USPSQD
 FH0138  HISTORY     - 1989     GOOD             USPSQD
 FH0138  HISTORY     - 19891102 GOOD             NGS
 FH0138
 FH0138                          STATION DESCRIPTION
 FH0138
 FH0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0138'1.6 MI N FROM VAN BUREN.
 FH0138'1.6 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0138'THE STATION AT VAN BUREN, CRAWFORD COUNTY, 16 POLES SOUTH
 FH0138'OF MILEPOST 408, ON THE WEST SIDE OF THE TRACK AND IN THE TOP
 FH0138'OF THE NORTH END OF A CONCRETE CULVERT.  A STANDARD MONEL-METAL
 FH0138'RIVET.
 FH0138
 FH0138                          STATION RECOVERY (1987)
 FH0138
 FH0138'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0138'RECOVERED IN GOOD CONDITION.
 FH0138
 FH0138                          STATION RECOVERY (1989)
 FH0138
 FH0138'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 FH0138'RECOVERED IN GOOD CONDITION.
 FH0138
 FH0138                          STATION RECOVERY (1989)
 FH0138
 FH0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0138'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.6 KM
 FH0138'(1.60 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 FH0138'STATION IN VAN BUREN, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH
 FH0138'END OF THE WEST CONCRETE HEADWALL OF A BOX CULVERT, 2.4 M (7.9 FT)
 FH0138'WEST OF THE NEAR RAIL, AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0140 ***********************************************************************
 FH0140  DESIGNATION -  RV 45
 FH0140  PID         -  FH0140
 FH0140  STATE/COUNTY-  AR/CRAWFORD
 FH0140  USGS QUAD   -  VAN BUREN (1997)
 FH0140
 FH0140                         *CURRENT SURVEY CONTROL
 FH0140  ___________________________________________________________________
 FH0140* NAD 83(1986)-  35 26 33.     (N)    094 20 16.     (W)     SCALED    
 FH0140* NAVD 88     -       138.393  (meters)     454.04   (feet)  ADJUSTED  
 FH0140  ___________________________________________________________________
 FH0140  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FH0140  DYNAMIC HT  -         138.263 (meters)     453.62  (feet)  COMP
 FH0140  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FH0140
 FH0140  VERT ORDER  -  FIRST     CLASS II
 FH0140
 FH0140.The horizontal coordinates were scaled from a topographic map and have
 FH0140.an estimated accuracy of +/- 6 seconds.
 FH0140
 FH0140.The orthometric height was determined by differential leveling
 FH0140.and adjusted by the National Geodetic Survey in June 1991..
 FH0140
 FH0140.The geoid height was determined by GEOID03.
 FH0140
 FH0140.The dynamic height is computed by dividing the NAVD 88
 FH0140.geopotential number by the normal gravity value computed on the
 FH0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0140.degrees latitude (g = 980.6199 gals.).
 FH0140
 FH0140.The modeled gravity was interpolated from observed gravity values.
 FH0140
 FH0140;                    North         East    Units  Estimated Accuracy
 FH0140;SPC AR N     -   125,570.      187,780.      MT  (+/- 180 meters Scaled)
 FH0140
 FH0140                          SUPERSEDED SURVEY CONTROL
 FH0140
 FH0140  NGVD 29 (??/??/92)  138.301  (m)          453.74   (f) ADJ UNCH    1 2
 FH0140
 FH0140.Superseded values are not recommended for survey control.
 FH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0140.See file dsdata.txt to determine how the superseded data were derived.
 FH0140
 FH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV785229(NAD 83)
 FH0140_MARKER: R = RIVET
 FH0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0140_SP_SET: CULVERT
 FH0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0140
 FH0140  HISTORY     - Date     Condition        Report By
 FH0140  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0140  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0140
 FH0140                          STATION DESCRIPTION
 FH0140
 FH0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0140'AT VAN BUREN.
 FH0140'0.9 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0140'THE STATION AT VAN BUREN, CRAWFORD COUNTY, AT POLE 409+3, 6 RAILS
 FH0140'EAST OF A ROAD CROSSING, AND IN THE TOP OF THE SOUTHEAST CONCRETE
 FH0140'HEADWALL OF A CULVERT.  A STANDARD MONEL-METAL RIVET.
 FH0140'NOTE-- THE CULVERT, IN WHICH THIS RIVET WAS SET, HAD EITHER
 FH0140'BEEN REMOVED OR COVERED BY THE RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0962 ***********************************************************************
 FF0962  DESIGNATION -  RV 46
 FF0962  PID         -  FF0962
 FF0962  STATE/COUNTY-  AR/JACKSON
 FF0962  USGS QUAD   -  NEWPORT (1981)
 FF0962
 FF0962                         *CURRENT SURVEY CONTROL
 FF0962  ___________________________________________________________________
 FF0962* NAD 83(1986)-  35 37 25.     (N)    091 15 56.     (W)     SCALED    
 FF0962* NAVD 88     -        70.924  (meters)     232.69   (feet)  ADJUSTED  
 FF0962  ___________________________________________________________________
 FF0962  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF0962  DYNAMIC HT  -          70.863 (meters)     232.49  (feet)  COMP
 FF0962  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 FF0962
 FF0962  VERT ORDER  -  FIRST     CLASS II
 FF0962
 FF0962.The horizontal coordinates were scaled from a topographic map and have
 FF0962.an estimated accuracy of +/- 6 seconds.
 FF0962
 FF0962.The orthometric height was determined by differential leveling
 FF0962.and adjusted by the National Geodetic Survey in June 1991..
 FF0962
 FF0962.The geoid height was determined by GEOID03.
 FF0962
 FF0962.The dynamic height is computed by dividing the NAVD 88
 FF0962.geopotential number by the normal gravity value computed on the
 FF0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0962.degrees latitude (g = 980.6199 gals.).
 FF0962
 FF0962.The modeled gravity was interpolated from observed gravity values.
 FF0962
 FF0962;                    North         East    Units  Estimated Accuracy
 FF0962;SPC AR N     -   143,390.      466,530.      MT  (+/- 180 meters Scaled)
 FF0962
 FF0962                          SUPERSEDED SURVEY CONTROL
 FF0962
 FF0962  NGVD 29 (??/??/??)   70.858  (m)          232.47   (f) ADJUSTED    1 2
 FF0962
 FF0962.Superseded values are not recommended for survey control.
 FF0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0962.See file dsdata.txt to determine how the superseded data were derived.
 FF0962
 FF0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV570435(NAD 83)
 FF0962_MARKER: R = RIVET
 FF0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0962_SP_SET: CONCRETE GATE VALVE
 FF0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0962
 FF0962  HISTORY     - Date     Condition        Report By
 FF0962  HISTORY     - UNK      MONUMENTED       MPRR
 FF0962  HISTORY     - 1932     GOOD             CGS
 FF0962  HISTORY     - 1962     MARK NOT FOUND   USGS
 FF0962
 FF0962                          STATION DESCRIPTION
 FF0962
 FF0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FF0962'1.8 MI N FROM NEWPORT.
 FF0962'ABOUT 1-3/4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0962'NEWPORT, JACKSON COUNTY, AT POLE 260+07, AND IN THE CENTER OF
 FF0962'THE NORTH SIDE OF THE CONCRETE GATE-VALVE FRAME AT NEWPORT LEVEE.
 FF0962'A STANDARD MONEL-METAL RIVET.
 FF0962
 FF0962                          STATION RECOVERY (1962)
 FF0962
 FF0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FF0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0615 ***********************************************************************
 DL0615  DESIGNATION -  RV 46+12
 DL0615  PID         -  DL0615
 DL0615  STATE/COUNTY-  AR/COLUMBIA
 DL0615  USGS QUAD   -  TAYLOR (1978)
 DL0615
 DL0615                         *CURRENT SURVEY CONTROL
 DL0615  ___________________________________________________________________
 DL0615* NAD 83(1986)-  33 01 27.     (N)    093 27 47.     (W)     SCALED    
 DL0615* NAVD 88     -        77.251  (meters)     253.45   (feet)  ADJUSTED  
 DL0615  ___________________________________________________________________
 DL0615  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0615  DYNAMIC HT  -          77.167 (meters)     253.17  (feet)  COMP
 DL0615  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 DL0615
 DL0615  VERT ORDER  -  SECOND    CLASS 0
 DL0615
 DL0615.The horizontal coordinates were scaled from a topographic map and have
 DL0615.an estimated accuracy of +/- 6 seconds.
 DL0615
 DL0615.The orthometric height was determined by differential leveling
 DL0615.and adjusted by the National Geodetic Survey in June 1991..
 DL0615
 DL0615.The geoid height was determined by GEOID03.
 DL0615
 DL0615.The dynamic height is computed by dividing the NAVD 88
 DL0615.geopotential number by the normal gravity value computed on the
 DL0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0615.degrees latitude (g = 980.6199 gals.).
 DL0615
 DL0615.The modeled gravity was interpolated from observed gravity values.
 DL0615
 DL0615;                    North         East    Units  Estimated Accuracy
 DL0615;SPC AR S     -   440,630.      263,310.      MT  (+/- 180 meters Scaled)
 DL0615
 DL0615                          SUPERSEDED SURVEY CONTROL
 DL0615
 DL0615  NGVD 29 (??/??/92)   77.307  (m)          253.63   (f) ADJ UNCH    2 0
 DL0615
 DL0615.Superseded values are not recommended for survey control.
 DL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0615.See file dsdata.txt to determine how the superseded data were derived.
 DL0615
 DL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS567540(NAD 83)
 DL0615_MARKER: R = RIVET
 DL0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0615_SP_SET: CULVERT
 DL0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0615
 DL0615  HISTORY     - Date     Condition        Report By
 DL0615  HISTORY     - UNK      MONUMENTED       LARR
 DL0615  HISTORY     - 1963     GOOD             NGS
 DL0615
 DL0615                          STATION DESCRIPTION
 DL0615
 DL0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0615'1.4 MI N FROM SPRING HILL.
 DL0615'IN COLUMBIA COUNTY, ARKANSAS, ABOUT 1.4 MILES NORTH ALONG THE
 DL0615'LOUISIANA AND ARKANSAS RAILWAY FROM THE STATION AT SPRING HILL,
 DL0615'WEBSTER PARISH, LOUISIANA, AT POLE 46+12, AND IN THE TOP OF THE SOUTH
 DL0615'END OF THE EAST HEAD WALL OF A CONCRETE CULVERT.  A STANDARD
 DL0615'MONEL-METAL RIVET.  NOTE-- AT THE SOUTH END OF THE EAST HEADWALL OF
 DL0615'THE CONCRETE CULVERT THAT IS NEAR THE 10TH POLE SOUTH OF MILEPOST 46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0964 ***********************************************************************
 FF0964  DESIGNATION -  RV 47
 FF0964  PID         -  FF0964
 FF0964  STATE/COUNTY-  AR/JACKSON
 FF0964  USGS QUAD   -  JACKSONPORT (1981)
 FF0964
 FF0964                         *CURRENT SURVEY CONTROL
 FF0964  ___________________________________________________________________
 FF0964* NAD 83(1986)-  35 37 59.     (N)    091 15 47.     (W)     SCALED    
 FF0964* NAVD 88     -        71.302  (meters)     233.93   (feet)  ADJUSTED  
 FF0964  ___________________________________________________________________
 FF0964  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF0964  DYNAMIC HT  -          71.240 (meters)     233.73  (feet)  COMP
 FF0964  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 FF0964
 FF0964  VERT ORDER  -  FIRST     CLASS II
 FF0964
 FF0964.The horizontal coordinates were scaled from a topographic map and have
 FF0964.an estimated accuracy of +/- 6 seconds.
 FF0964
 FF0964.The orthometric height was determined by differential leveling
 FF0964.and adjusted by the National Geodetic Survey in June 1991..
 FF0964
 FF0964.The geoid height was determined by GEOID03.
 FF0964
 FF0964.The dynamic height is computed by dividing the NAVD 88
 FF0964.geopotential number by the normal gravity value computed on the
 FF0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0964.degrees latitude (g = 980.6199 gals.).
 FF0964
 FF0964.The modeled gravity was interpolated from observed gravity values.
 FF0964
 FF0964;                    North         East    Units  Estimated Accuracy
 FF0964;SPC AR N     -   144,440.      466,750.      MT  (+/- 180 meters Scaled)
 FF0964
 FF0964                          SUPERSEDED SURVEY CONTROL
 FF0964
 FF0964  NGVD 29 (??/??/??)   71.236  (m)          233.71   (f) ADJUSTED    1 2
 FF0964
 FF0964.Superseded values are not recommended for survey control.
 FF0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0964.See file dsdata.txt to determine how the superseded data were derived.
 FF0964
 FF0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV572446(NAD 83)
 FF0964_MARKER: R = RIVET
 FF0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0964+STABILITY: SURFACE MOTION
 FF0964
 FF0964  HISTORY     - Date     Condition        Report By
 FF0964  HISTORY     - UNK      MONUMENTED       MPRR
 FF0964  HISTORY     - 1931     GOOD             CGS
 FF0964  HISTORY     - 1935     GOOD             CGS
 FF0964  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FF0964
 FF0964                          STATION DESCRIPTION
 FF0964
 FF0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0964'AT DIAZ.
 FF0964'AT DIAZ, JACKSON COUNTY, ON THE MAIN LINE OF THE MISSOURI PACIFIC
 FF0964'RAILROAD, AT POLE 259+19, AND IN THE NORTHEAST CORNER OF THE
 FF0964'CONCRETE FOUNDATION OF CANTILEVER SIGNAL 2596.  A STANDARD
 FF0964'MONEL-METAL RIVET.
 FF0964
 FF0964                          STATION RECOVERY (1935)
 FF0964
 FF0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FF0964'RECOVERED IN GOOD CONDITION.
 FF0964
 FF0964                          STATION RECOVERY (2002)
 FF0964
 FF0964'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0142 ***********************************************************************
 FH0142  DESIGNATION -  RV 48
 FH0142  PID         -  FH0142
 FH0142  STATE/COUNTY-  AR/CRAWFORD
 FH0142  USGS QUAD   -  VAN BUREN (1997)
 FH0142
 FH0142                         *CURRENT SURVEY CONTROL
 FH0142  ___________________________________________________________________
 FH0142* NAD 83(1986)-  35 26 06.     (N)    094 21 39.     (W)     SCALED    
 FH0142* NAVD 88     -       127.678  (meters)     418.89   (feet)  ADJUSTED  
 FH0142  ___________________________________________________________________
 FH0142  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FH0142  DYNAMIC HT  -         127.558 (meters)     418.50  (feet)  COMP
 FH0142  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FH0142
 FH0142  VERT ORDER  -  FIRST     CLASS II
 FH0142
 FH0142.The horizontal coordinates were scaled from a topographic map and have
 FH0142.an estimated accuracy of +/- 6 seconds.
 FH0142
 FH0142.The orthometric height was determined by differential leveling
 FH0142.and adjusted by the National Geodetic Survey in June 1991..
 FH0142
 FH0142.The geoid height was determined by GEOID03.
 FH0142
 FH0142.The dynamic height is computed by dividing the NAVD 88
 FH0142.geopotential number by the normal gravity value computed on the
 FH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0142.degrees latitude (g = 980.6199 gals.).
 FH0142
 FH0142.The modeled gravity was interpolated from observed gravity values.
 FH0142
 FH0142;                    North         East    Units  Estimated Accuracy
 FH0142;SPC AR N     -   124,790.      185,660.      MT  (+/- 180 meters Scaled)
 FH0142
 FH0142                          SUPERSEDED SURVEY CONTROL
 FH0142
 FH0142  NGVD 29 (??/??/92)  127.589  (m)          418.60   (f) ADJ UNCH    1 2
 FH0142
 FH0142.Superseded values are not recommended for survey control.
 FH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0142.See file dsdata.txt to determine how the superseded data were derived.
 FH0142
 FH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV764221(NAD 83)
 FH0142_MARKER: R = RIVET
 FH0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0142_SP_SET: CONCRETE BLOCK
 FH0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0142
 FH0142  HISTORY     - Date     Condition        Report By
 FH0142  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0142  HISTORY     - 1959     GOOD             NGS
 FH0142
 FH0142                          STATION DESCRIPTION
 FH0142
 FH0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0142'AT VAN BUREN.
 FH0142'AT VAN BUREN, CRAWFORD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 FH0142'RAILWAY, AT THE SOUTHEAST CORNER OF THE MISSOURI PACIFIC
 FH0142'RAILROAD CROSSING, AND IN THE TOP OF A CONCRETE BLOCK SUPPORTING
 FH0142'SIGNAL PIPES.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0966 ***********************************************************************
 FF0966  DESIGNATION -  RV 48
 FF0966  PID         -  FF0966
 FF0966  STATE/COUNTY-  AR/JACKSON
 FF0966  USGS QUAD   -  JACKSONPORT (1981)
 FF0966
 FF0966                         *CURRENT SURVEY CONTROL
 FF0966  ___________________________________________________________________
 FF0966* NAD 83(1986)-  35 38 38.     (N)    091 15 26.     (W)     SCALED    
 FF0966* NAVD 88     -        72.093  (meters)     236.53   (feet)  ADJUSTED  
 FF0966  ___________________________________________________________________
 FF0966  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FF0966  DYNAMIC HT  -          72.031 (meters)     236.32  (feet)  COMP
 FF0966  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 FF0966
 FF0966  VERT ORDER  -  FIRST     CLASS II
 FF0966
 FF0966.The horizontal coordinates were scaled from a topographic map and have
 FF0966.an estimated accuracy of +/- 6 seconds.
 FF0966
 FF0966.The orthometric height was determined by differential leveling
 FF0966.and adjusted by the National Geodetic Survey in June 1991..
 FF0966
 FF0966.The geoid height was determined by GEOID03.
 FF0966
 FF0966.The dynamic height is computed by dividing the NAVD 88
 FF0966.geopotential number by the normal gravity value computed on the
 FF0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0966.degrees latitude (g = 980.6199 gals.).
 FF0966
 FF0966.The modeled gravity was interpolated from observed gravity values.
 FF0966
 FF0966;                    North         East    Units  Estimated Accuracy
 FF0966;SPC AR N     -   145,650.      467,270.      MT  (+/- 180 meters Scaled)
 FF0966
 FF0966                          SUPERSEDED SURVEY CONTROL
 FF0966
 FF0966  NGVD 29 (??/??/??)   72.027  (m)          236.31   (f) ADJUSTED    1 2
 FF0966
 FF0966.Superseded values are not recommended for survey control.
 FF0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0966.See file dsdata.txt to determine how the superseded data were derived.
 FF0966
 FF0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV577458(NAD 83)
 FF0966_MARKER: R = RIVET
 FF0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0966+STABILITY: SURFACE MOTION
 FF0966
 FF0966  HISTORY     - Date     Condition        Report By
 FF0966  HISTORY     - UNK      MONUMENTED       MPRR
 FF0966  HISTORY     - 1931     GOOD             CGS
 FF0966  HISTORY     - 1934     GOOD             CGS
 FF0966  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FF0966
 FF0966                          STATION DESCRIPTION
 FF0966
 FF0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0966'0.8 MI NE FROM DIAZ.
 FF0966'ABOUT 0.8 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0966'FROM DIAZ, JACKSON COUNTY, OPPOSITE POLE 258+24, AND IN THE
 FF0966'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY FEED.
 FF0966'A STANDARD MONEL-METAL RIVET.
 FF0966
 FF0966                          STATION RECOVERY (1934)
 FF0966
 FF0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0966'RECOVERED IN GOOD CONDITION.
 FF0966
 FF0966                          STATION RECOVERY (2002)
 FF0966
 FF0966'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0967 ***********************************************************************
 FF0967  DESIGNATION -  RV 49
 FF0967  PID         -  FF0967
 FF0967  STATE/COUNTY-  AR/JACKSON
 FF0967  USGS QUAD   -  JACKSONPORT (1981)
 FF0967
 FF0967                         *CURRENT SURVEY CONTROL
 FF0967  ___________________________________________________________________
 FF0967* NAD 83(1986)-  35 39 02.     (N)    091 15 09.     (W)     SCALED    
 FF0967* NAVD 88     -        72.096  (meters)     236.53   (feet)  ADJUSTED  
 FF0967  ___________________________________________________________________
 FF0967  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF0967  DYNAMIC HT  -          72.034 (meters)     236.33  (feet)  COMP
 FF0967  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 FF0967
 FF0967  VERT ORDER  -  FIRST     CLASS II
 FF0967
 FF0967.The horizontal coordinates were scaled from a topographic map and have
 FF0967.an estimated accuracy of +/- 6 seconds.
 FF0967
 FF0967.The orthometric height was determined by differential leveling
 FF0967.and adjusted by the National Geodetic Survey in June 1991..
 FF0967
 FF0967.The geoid height was determined by GEOID03.
 FF0967
 FF0967.The dynamic height is computed by dividing the NAVD 88
 FF0967.geopotential number by the normal gravity value computed on the
 FF0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0967.degrees latitude (g = 980.6199 gals.).
 FF0967
 FF0967.The modeled gravity was interpolated from observed gravity values.
 FF0967
 FF0967;                    North         East    Units  Estimated Accuracy
 FF0967;SPC AR N     -   146,390.      467,690.      MT  (+/- 180 meters Scaled)
 FF0967
 FF0967                          SUPERSEDED SURVEY CONTROL
 FF0967
 FF0967  NGVD 29 (??/??/??)   72.029  (m)          236.32   (f) ADJUSTED    1 2
 FF0967
 FF0967.Superseded values are not recommended for survey control.
 FF0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0967.See file dsdata.txt to determine how the superseded data were derived.
 FF0967
 FF0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV581465(NAD 83)
 FF0967_MARKER: R = RIVET
 FF0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0967+STABILITY: SURFACE MOTION
 FF0967
 FF0967  HISTORY     - Date     Condition        Report By
 FF0967  HISTORY     - UNK      MONUMENTED       MPRR
 FF0967  HISTORY     - 1931     GOOD             CGS
 FF0967  HISTORY     - 1934     GOOD             CGS
 FF0967  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FF0967
 FF0967                          STATION DESCRIPTION
 FF0967
 FF0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0967'1.3 MI NE FROM DIAZ.
 FF0967'ABOUT 1.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0967'FROM DIAZ, JACKSON COUNTY, OPPOSITE POLE 258+03, AND IN THE
 FF0967'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2580.
 FF0967'A STANDARD MONEL-METAL RIVET.
 FF0967
 FF0967                          STATION RECOVERY (1934)
 FF0967
 FF0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0967'RECOVERED IN GOOD CONDITION.
 FF0967
 FF0967                          STATION RECOVERY (2002)
 FF0967
 FF0967'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0058 ***********************************************************************
 GG0058  DESIGNATION -  RV 5
 GG0058  PID         -  GG0058
 GG0058  STATE/COUNTY-  AR/BENTON
 GG0058  USGS QUAD   -  PEA RIDGE (1981)
 GG0058
 GG0058                         *CURRENT SURVEY CONTROL
 GG0058  ___________________________________________________________________
 GG0058* NAD 83(1986)-  36 23 55.     (N)    094 04 31.     (W)     SCALED    
 GG0058* NAVD 88     -       410.469  (meters)    1346.68   (feet)  ADJUSTED  
 GG0058  ___________________________________________________________________
 GG0058  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GG0058  DYNAMIC HT  -         410.108 (meters)    1345.50  (feet)  COMP
 GG0058  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 GG0058
 GG0058  VERT ORDER  -  FIRST     CLASS II
 GG0058
 GG0058.The horizontal coordinates were scaled from a topographic map and have
 GG0058.an estimated accuracy of +/- 6 seconds.
 GG0058
 GG0058.The orthometric height was determined by differential leveling
 GG0058.and adjusted by the National Geodetic Survey in June 1991..
 GG0058
 GG0058.The geoid height was determined by GEOID03.
 GG0058
 GG0058.The dynamic height is computed by dividing the NAVD 88
 GG0058.geopotential number by the normal gravity value computed on the
 GG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0058.degrees latitude (g = 980.6199 gals.).
 GG0058
 GG0058.The modeled gravity was interpolated from observed gravity values.
 GG0058
 GG0058;                    North         East    Units  Estimated Accuracy
 GG0058;SPC AR N     -   231,100.      213,840.      MT  (+/- 180 meters Scaled)
 GG0058
 GG0058                          SUPERSEDED SURVEY CONTROL
 GG0058
 GG0058  NGVD 29 (??/??/92)  410.327  (m)         1346.21   (f) ADJ UNCH    1 2
 GG0058
 GG0058.Superseded values are not recommended for survey control.
 GG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0058.See file dsdata.txt to determine how the superseded data were derived.
 GG0058
 GG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA035286(NAD 83)
 GG0058_MARKER: R = RIVET
 GG0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0058_SP_SET: CULVERT
 GG0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0058
 GG0058  HISTORY     - Date     Condition        Report By
 GG0058  HISTORY     - UNK      MONUMENTED       SLSFRR
 GG0058  HISTORY     - 1961     GOOD             NGS
 GG0058  HISTORY     - 1987     GOOD             USPSQD
 GG0058  HISTORY     - 1987     GOOD             USPSQD
 GG0058  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0058
 GG0058                          STATION DESCRIPTION
 GG0058
 GG0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0058'AT AVOCA.
 GG0058'AT AVOCA, BENTON COUNTY, 440 YARDS SOUTH OF THE ST. LOUIS-SAN
 GG0058'FRANCISCO RAILWAY STATION, 16-3/4 POLES SOUTH OF MILEPOST 327,
 GG0058'30 FEET WEST OF THE MAIN TRACK, 40 FEET EAST OF U.S. HIGHWAY 62,
 GG0058'AND IN THE TOP OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 GG0058'A STANDARD MONEL-METAL RIVET.
 GG0058
 GG0058                          STATION RECOVERY (1987)
 GG0058
 GG0058'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0058'RECOVERED IN GOOD CONDITION.
 GG0058
 GG0058                          STATION RECOVERY (1987)
 GG0058
 GG0058'RECOVERY NOTE BY US POWER SQUADRON 1987 (TSW)
 GG0058'RECOVERED IN GOOD CONDITION.
 GG0058
 GG0058                          STATION RECOVERY (1989)
 GG0058
 GG0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0058'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1320 ***********************************************************************
 FF1320  DESIGNATION -  RV 5
 FF1320  PID         -  FF1320
 FF1320  STATE/COUNTY-  AR/WHITE
 FF1320  USGS QUAD   -  JUDSONIA (1994)
 FF1320
 FF1320                         *CURRENT SURVEY CONTROL
 FF1320  ___________________________________________________________________
 FF1320* NAD 83(1986)-  35 16 26.     (N)    091 37 49.     (W)     SCALED    
 FF1320* NAVD 88     -        67.263  (meters)     220.68   (feet)  ADJUSTED  
 FF1320  ___________________________________________________________________
 FF1320  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1320  DYNAMIC HT  -          67.203 (meters)     220.48  (feet)  COMP
 FF1320  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 FF1320
 FF1320  VERT ORDER  -  FIRST     CLASS II
 FF1320
 FF1320.The horizontal coordinates were scaled from a topographic map and have
 FF1320.an estimated accuracy of +/- 6 seconds.
 FF1320
 FF1320.The orthometric height was determined by differential leveling
 FF1320.and adjusted by the National Geodetic Survey in June 1991..
 FF1320
 FF1320.The geoid height was determined by GEOID03.
 FF1320
 FF1320.The dynamic height is computed by dividing the NAVD 88
 FF1320.geopotential number by the normal gravity value computed on the
 FF1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1320.degrees latitude (g = 980.6199 gals.).
 FF1320
 FF1320.The modeled gravity was interpolated from observed gravity values.
 FF1320
 FF1320;                    North         East    Units  Estimated Accuracy
 FF1320;SPC AR N     -   104,410.      433,640.      MT  (+/- 180 meters Scaled)
 FF1320
 FF1320                          SUPERSEDED SURVEY CONTROL
 FF1320
 FF1320  NGVD 29 (??/??/??)   67.218  (m)          220.53   (f) ADJUSTED    1 2
 FF1320
 FF1320.Superseded values are not recommended for survey control.
 FF1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1320.See file dsdata.txt to determine how the superseded data were derived.
 FF1320
 FF1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV245042(NAD 83)
 FF1320_MARKER: R = RIVET
 FF1320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1320_SP_SET: CONCRETE BASE
 FF1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1320
 FF1320  HISTORY     - Date     Condition        Report By
 FF1320  HISTORY     - UNK      MONUMENTED       MPRR
 FF1320  HISTORY     - 1962     GOOD             CGS
 FF1320  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF1320
 FF1320                          STATION DESCRIPTION
 FF1320
 FF1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1320'AT JUDSONIA.
 FF1320'AT JUDSONIA, WHITE COUNTY, IN FRONT OF THE MISSOURI PACIFIC
 FF1320'RAILROAD STATION, AND IN THE NORTHEAST CORNER OF THE CONCRETE
 FF1320'BASE OF THE TRAIN-ORDER SIGNAL.  A STANDARD MONEL-METAL RIVET.
 FF1320
 FF1320                          STATION RECOVERY (1990)
 FF1320
 FF1320'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0147 ***********************************************************************
 FH0147  DESIGNATION -  RV 50
 FH0147  PID         -  FH0147
 FH0147  STATE/COUNTY-  AR/SEBASTIAN
 FH0147  USGS QUAD   -  FORT SMITH (1987)
 FH0147
 FH0147                         *CURRENT SURVEY CONTROL
 FH0147  ___________________________________________________________________
 FH0147* NAD 83(1986)-  35 24 30.     (N)    094 23 50.     (W)     SCALED    
 FH0147* NAVD 88     -       134.636  (meters)     441.72   (feet)  ADJUSTED  
 FH0147  ___________________________________________________________________
 FH0147  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FH0147  DYNAMIC HT  -         134.509 (meters)     441.30  (feet)  COMP
 FH0147  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FH0147
 FH0147  VERT ORDER  -  FIRST     CLASS II
 FH0147
 FH0147.The horizontal coordinates were scaled from a topographic map and have
 FH0147.an estimated accuracy of +/- 6 seconds.
 FH0147
 FH0147.The orthometric height was determined by differential leveling
 FH0147.and adjusted by the National Geodetic Survey in June 1991..
 FH0147
 FH0147.The geoid height was determined by GEOID03.
 FH0147
 FH0147.The dynamic height is computed by dividing the NAVD 88
 FH0147.geopotential number by the normal gravity value computed on the
 FH0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0147.degrees latitude (g = 980.6199 gals.).
 FH0147
 FH0147.The modeled gravity was interpolated from observed gravity values.
 FH0147
 FH0147;                    North         East    Units  Estimated Accuracy
 FH0147;SPC AR N     -   121,910.      182,290.      MT  (+/- 180 meters Scaled)
 FH0147
 FH0147                          SUPERSEDED SURVEY CONTROL
 FH0147
 FH0147  NGVD 29 (??/??/92)  134.545  (m)          441.42   (f) ADJ UNCH    1 2
 FH0147
 FH0147.Superseded values are not recommended for survey control.
 FH0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0147.See file dsdata.txt to determine how the superseded data were derived.
 FH0147
 FH0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV731192(NAD 83)
 FH0147_MARKER: R = RIVET
 FH0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0147_SP_SET: CULVERT
 FH0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0147
 FH0147  HISTORY     - Date     Condition        Report By
 FH0147  HISTORY     - UNK      MONUMENTED       SLSFRR
 FH0147  HISTORY     - 1959     POOR             NGS
 FH0147
 FH0147                          STATION DESCRIPTION
 FH0147
 FH0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0147'AT FORT SMITH.
 FH0147'3.0 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0147'THE STATION AT FORT SMITH, SEBASTIAN COUNTY, 14-1/2 POLES
 FH0147'SOUTH OF MILEPOST 413, ON THE NORTH SIDE OF THE TRACK, AND IN
 FH0147'THE TOP OF A CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 FH0147'NOTE-- THE TOP OF THE RIVET WAS FOUND TO BE BEATEN OFF AS
 FH0147'REPORTED IN 1945.  THE POINT IS 1 FOOT SOUTHWEST OF THE NORTHEAST
 FH0147'CORNER OF THE NORTHWEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0968 ***********************************************************************
 FF0968  DESIGNATION -  RV 50
 FF0968  PID         -  FF0968
 FF0968  STATE/COUNTY-  AR/JACKSON
 FF0968  USGS QUAD   -  TUCKERMAN (1981)
 FF0968
 FF0968                         *CURRENT SURVEY CONTROL
 FF0968  ___________________________________________________________________
 FF0968* NAD 83(1986)-  35 39 27.     (N)    091 14 54.     (W)     SCALED    
 FF0968* NAVD 88     -        70.792  (meters)     232.26   (feet)  ADJUSTED  
 FF0968  ___________________________________________________________________
 FF0968  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF0968  DYNAMIC HT  -          70.731 (meters)     232.06  (feet)  COMP
 FF0968  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 FF0968
 FF0968  VERT ORDER  -  FIRST     CLASS II
 FF0968
 FF0968.The horizontal coordinates were scaled from a topographic map and have
 FF0968.an estimated accuracy of +/- 6 seconds.
 FF0968
 FF0968.The orthometric height was determined by differential leveling
 FF0968.and adjusted by the National Geodetic Survey in June 1991..
 FF0968
 FF0968.The geoid height was determined by GEOID03.
 FF0968
 FF0968.The dynamic height is computed by dividing the NAVD 88
 FF0968.geopotential number by the normal gravity value computed on the
 FF0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0968.degrees latitude (g = 980.6199 gals.).
 FF0968
 FF0968.The modeled gravity was interpolated from observed gravity values.
 FF0968
 FF0968;                    North         East    Units  Estimated Accuracy
 FF0968;SPC AR N     -   147,170.      468,060.      MT  (+/- 180 meters Scaled)
 FF0968
 FF0968                          SUPERSEDED SURVEY CONTROL
 FF0968
 FF0968  NGVD 29 (??/??/92)   70.725  (m)          232.04   (f) ADJ UNCH    1 2
 FF0968
 FF0968.Superseded values are not recommended for survey control.
 FF0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0968.See file dsdata.txt to determine how the superseded data were derived.
 FF0968
 FF0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV585473(NAD 83)
 FF0968_MARKER: R = RIVET
 FF0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0968_SP_SET: CULVERT
 FF0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0968
 FF0968  HISTORY     - Date     Condition        Report By
 FF0968  HISTORY     - UNK      MONUMENTED       MPRR
 FF0968  HISTORY     - 1931     GOOD             CGS
 FF0968  HISTORY     - 1934     GOOD             CGS
 FF0968
 FF0968                          STATION DESCRIPTION
 FF0968
 FF0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0968'1.8 MI NE FROM DIAZ.
 FF0968'ABOUT 1.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0968'FROM DIAZ, JACKSON COUNTY, OPPOSITE POLE 257+22, OPPOSITE
 FF0968'RAILROAD BRIDGE 309, AND IN THE CENTER LINE OF THE EAST HEAD
 FF0968'WALL OF A CONCRETE CULVERT UNDER U.S. HIGHWAY 67.  A STANDARD
 FF0968'MONEL-METAL RIVET.
 FF0968
 FF0968                          STATION RECOVERY (1934)
 FF0968
 FF0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0969 ***********************************************************************
 FF0969  DESIGNATION -  RV 50 RESET
 FF0969  PID         -  FF0969
 FF0969  STATE/COUNTY-  AR/JACKSON
 FF0969  USGS QUAD   -  TUCKERMAN (1981)
 FF0969
 FF0969                         *CURRENT SURVEY CONTROL
 FF0969  ___________________________________________________________________
 FF0969* NAD 83(1986)-  35 39 27.     (N)    091 14 53.     (W)     SCALED    
 FF0969* NAVD 88     -        71.15   (meters)     233.4    (feet)  RESET     
 FF0969  ___________________________________________________________________
 FF0969  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF0969
 FF0969  VERT ORDER  -  THIRD
 FF0969
 FF0969.The horizontal coordinates were scaled from a topographic map and have
 FF0969.an estimated accuracy of +/- 6 seconds.
 FF0969
 FF0969.The orthometric height was computed from unverified reset data.
 FF0969
 FF0969.The geoid height was determined by GEOID03.
 FF0969
 FF0969;                    North         East    Units  Estimated Accuracy
 FF0969;SPC AR N     -   147,170.      468,090.      MT  (+/- 180 meters Scaled)
 FF0969
 FF0969                          SUPERSEDED SURVEY CONTROL
 FF0969
 FF0969  NGVD 29 (08/21/02)   71.08   (m)          233.2    (f) RESET       3  
 FF0969
 FF0969.Superseded values are not recommended for survey control.
 FF0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0969.See file dsdata.txt to determine how the superseded data were derived.
 FF0969
 FF0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV585473(NAD 83)
 FF0969_MARKER: DB = BENCH MARK DISK
 FF0969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0969_SP_SET: CULVERT
 FF0969_STAMPING: RV 50 RESET 1961
 FF0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0969
 FF0969  HISTORY     - Date     Condition        Report By
 FF0969  HISTORY     - 1961     MONUMENTED       CGS
 FF0969  HISTORY     - 20020927 GOOD             USACE
 FF0969
 FF0969                          STATION DESCRIPTION
 FF0969
 FF0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FF0969'1.8 MI NE FROM DIAZ.
 FF0969'THIS MARK IS LOCATED 1.8 MILES NORTHEAST ALONG THE MISSOURI
 FF0969'PACIFIC RAILROAD FROM DIAZ, 1 1/2 POLES SOUTH OF POLE NO. 257+20,
 FF0969'IN THE CENTER OF THE WEST HEADWALL OF A RAILROAD BRIDGE CULVERT
 FF0969'UNDER THE TRACKS, BRIDGE BUILT IN 1937, THE DISK IS ABOVE THE NO.
 FF0969'9 IN 1937 CAST IN THE WEST SIDE OF THE HEADWALL, AND SET IN A
 FF0969'DRILL HOLE IN THE TOP OF THE CONCRETE HEADWALL.
 FF0969
 FF0969                          STATION RECOVERY (2002)
 FF0969
 FF0969'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0969'ADDITIONAL PREFAB. CONCRETE ATOP EXISTING HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0139 ***********************************************************************
 DM0139  DESIGNATION -  RV 500
 DM0139  PID         -  DM0139
 DM0139  STATE/COUNTY-  AR/MILLER
 DM0139  USGS QUAD   -  TEXARKANA (1975)
 DM0139
 DM0139                         *CURRENT SURVEY CONTROL
 DM0139  ___________________________________________________________________
 DM0139* NAD 83(1986)-  33 24 55.     (N)    094 03 02.     (W)     SCALED    
 DM0139* NAVD 88     -        86.168  (meters)     282.70   (feet)  ADJUSTED  
 DM0139  ___________________________________________________________________
 DM0139  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0139  DYNAMIC HT  -          86.076 (meters)     282.40  (feet)  COMP
 DM0139  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 DM0139
 DM0139  VERT ORDER  -  FIRST     CLASS II
 DM0139
 DM0139.The horizontal coordinates were scaled from a topographic map and have
 DM0139.an estimated accuracy of +/- 6 seconds.
 DM0139
 DM0139.The orthometric height was determined by differential leveling
 DM0139.and adjusted by the National Geodetic Survey in June 1991..
 DM0139
 DM0139.The geoid height was determined by GEOID03.
 DM0139
 DM0139.The dynamic height is computed by dividing the NAVD 88
 DM0139.geopotential number by the normal gravity value computed on the
 DM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0139.degrees latitude (g = 980.6199 gals.).
 DM0139
 DM0139.The modeled gravity was interpolated from observed gravity values.
 DM0139
 DM0139;                    North         East    Units  Estimated Accuracy
 DM0139;SPC AR S     -   484,940.      209,290.      MT  (+/- 180 meters Scaled)
 DM0139
 DM0139                          SUPERSEDED SURVEY CONTROL
 DM0139
 DM0139  NGVD 29 (??/??/92)   86.190  (m)          282.77   (f) ADJ UNCH    1 2
 DM0139
 DM0139.Superseded values are not recommended for survey control.
 DM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0139.See file dsdata.txt to determine how the superseded data were derived.
 DM0139
 DM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS023978(NAD 83)
 DM0139_MARKER: R = RIVET
 DM0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0139_SP_SET: SEMAPHORE BASE
 DM0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0139
 DM0139  HISTORY     - Date     Condition        Report By
 DM0139  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0139  HISTORY     - 1932     GOOD             NGS
 DM0139  HISTORY     - 1963     MARK NOT FOUND   NGS
 DM0139  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0139  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0139
 DM0139                          STATION DESCRIPTION
 DM0139
 DM0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0139'IN TEXARKANA.
 DM0139'AT 419 - 1/4 POLES.  IN THE CONCRETE BASE OF A SEMAPHORE TO NORTH OF
 DM0139'TRACK.
 DM0139
 DM0139                          STATION RECOVERY (1963)
 DM0139
 DM0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0139'MARK NOT FOUND.
 DM0139
 DM0139                          STATION RECOVERY (1985)
 DM0139
 DM0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0139'MARK NOT FOUND.
 DM0139
 DM0139                          STATION RECOVERY (1997)
 DM0139
 DM0139'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0140 ***********************************************************************
 DM0140  DESIGNATION -  RV 501
 DM0140  PID         -  DM0140
 DM0140  STATE/COUNTY-  AR/MILLER
 DM0140  USGS QUAD   -  TEXARKANA (1975)
 DM0140
 DM0140                         *CURRENT SURVEY CONTROL
 DM0140  ___________________________________________________________________
 DM0140* NAD 83(1986)-  33 25 07.     (N)    094 02 27.     (W)     SCALED    
 DM0140* NAVD 88     -        87.401  (meters)     286.75   (feet)  ADJUSTED  
 DM0140  ___________________________________________________________________
 DM0140  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0140  DYNAMIC HT  -          87.308 (meters)     286.44  (feet)  COMP
 DM0140  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 DM0140
 DM0140  VERT ORDER  -  FIRST     CLASS II
 DM0140
 DM0140.The horizontal coordinates were scaled from a topographic map and have
 DM0140.an estimated accuracy of +/- 6 seconds.
 DM0140
 DM0140.The orthometric height was determined by differential leveling
 DM0140.and adjusted by the National Geodetic Survey in June 1991..
 DM0140
 DM0140.The geoid height was determined by GEOID03.
 DM0140
 DM0140.The dynamic height is computed by dividing the NAVD 88
 DM0140.geopotential number by the normal gravity value computed on the
 DM0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0140.degrees latitude (g = 980.6199 gals.).
 DM0140
 DM0140.The modeled gravity was interpolated from observed gravity values.
 DM0140
 DM0140;                    North         East    Units  Estimated Accuracy
 DM0140;SPC AR S     -   485,290.      210,200.      MT  (+/- 180 meters Scaled)
 DM0140
 DM0140                          SUPERSEDED SURVEY CONTROL
 DM0140
 DM0140  NGVD 29 (??/??/92)   87.424  (m)          286.82   (f) ADJ UNCH    1 2
 DM0140
 DM0140.Superseded values are not recommended for survey control.
 DM0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0140.See file dsdata.txt to determine how the superseded data were derived.
 DM0140
 DM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS032981(NAD 83)
 DM0140_MARKER: R = RIVET
 DM0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0140_SP_SET: CONCRETE MANHOLE
 DM0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0140
 DM0140  HISTORY     - Date     Condition        Report By
 DM0140  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0140  HISTORY     - 1963     GOOD             NGS
 DM0140  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0140  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0140
 DM0140                          STATION DESCRIPTION
 DM0140
 DM0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DM0140'IN TEXARKANA.
 DM0140'AT TEXARKANA, MILLER COUNTY, ON THE ST LOUIS SOUTHWESTERN RAILWAY,
 DM0140'ABOUT 15 1/4 POLES WEST OF MILEPOST 418, ABOUT 50 FEET NORTH OF THE
 DM0140'TRACK, AND IN A CONCRETE MANHOLE.  A STANDARD MONEL METAL RIVET.
 DM0140'NOTE-- 13 POLES WEST OF MILEPOST 418, 50 FEET NORTH OF THE TRACK AND
 DM0140'IN A CONCRETE MANHOLE.
 DM0140
 DM0140                          STATION RECOVERY (1985)
 DM0140
 DM0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0140'0000
 DM0140
 DM0140                          STATION RECOVERY (1997)
 DM0140
 DM0140'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0141 ***********************************************************************
 DM0141  DESIGNATION -  RV 502
 DM0141  PID         -  DM0141
 DM0141  STATE/COUNTY-  AR/MILLER
 DM0141  USGS QUAD   -  TEXARKANA (1975)
 DM0141
 DM0141                         *CURRENT SURVEY CONTROL
 DM0141  ___________________________________________________________________
 DM0141* NAD 83(1986)-  33 25 14.     (N)    094 01 49.     (W)     SCALED    
 DM0141* NAVD 88     -        89.943  (meters)     295.09   (feet)  ADJUSTED  
 DM0141  ___________________________________________________________________
 DM0141  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0141  DYNAMIC HT  -          89.847 (meters)     294.77  (feet)  COMP
 DM0141  MODELED GRAV-     979,572.0   (mgal)                       NAVD 88
 DM0141
 DM0141  VERT ORDER  -  FIRST     CLASS II
 DM0141
 DM0141.The horizontal coordinates were scaled from a topographic map and have
 DM0141.an estimated accuracy of +/- 6 seconds.
 DM0141
 DM0141.The orthometric height was determined by differential leveling
 DM0141.and adjusted by the National Geodetic Survey in June 1991..
 DM0141
 DM0141.The geoid height was determined by GEOID03.
 DM0141
 DM0141.The dynamic height is computed by dividing the NAVD 88
 DM0141.geopotential number by the normal gravity value computed on the
 DM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0141.degrees latitude (g = 980.6199 gals.).
 DM0141
 DM0141.The modeled gravity was interpolated from observed gravity values.
 DM0141
 DM0141;                    North         East    Units  Estimated Accuracy
 DM0141;SPC AR S     -   485,490.      211,190.      MT  (+/- 180 meters Scaled)
 DM0141
 DM0141                          SUPERSEDED SURVEY CONTROL
 DM0141
 DM0141  NGVD 29 (??/??/92)   89.967  (m)          295.17   (f) ADJ UNCH    1 2
 DM0141
 DM0141.Superseded values are not recommended for survey control.
 DM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0141.See file dsdata.txt to determine how the superseded data were derived.
 DM0141
 DM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS042983(NAD 83)
 DM0141_MARKER: R = RIVET
 DM0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0141_SP_SET: CURBING
 DM0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0141
 DM0141  HISTORY     - Date     Condition        Report By
 DM0141  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0141  HISTORY     - 1932     GOOD             NGS
 DM0141  HISTORY     - 1963     MARK NOT FOUND   NGS
 DM0141  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0141  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0141
 DM0141                          STATION DESCRIPTION
 DM0141
 DM0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0141'1 MI E FROM TEXARKANA.
 DM0141'AT 417 + 25 3/4 POLES.  IN CONCRETE CURBING AT THE WEST SIDE OF A
 DM0141'STREET.  35 FT. SOUTH OF TRACK.
 DM0141
 DM0141                          STATION RECOVERY (1963)
 DM0141
 DM0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0141'MARK NOT FOUND.
 DM0141
 DM0141                          STATION RECOVERY (1985)
 DM0141
 DM0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0141'MARK NOT FOUND.
 DM0141
 DM0141                          STATION RECOVERY (1997)
 DM0141
 DM0141'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0142 ***********************************************************************
 DM0142  DESIGNATION -  RV 503
 DM0142  PID         -  DM0142
 DM0142  STATE/COUNTY-  AR/MILLER
 DM0142  USGS QUAD   -  TEXARKANA (1975)
 DM0142
 DM0142                         *CURRENT SURVEY CONTROL
 DM0142  ___________________________________________________________________
 DM0142* NAD 83(1986)-  33 25 15.     (N)    094 01 14.     (W)     SCALED    
 DM0142* NAVD 88     -        99.604  (meters)     326.78   (feet)  ADJUSTED  
 DM0142  ___________________________________________________________________
 DM0142  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0142  DYNAMIC HT  -          99.498 (meters)     326.44  (feet)  COMP
 DM0142  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 DM0142
 DM0142  VERT ORDER  -  FIRST     CLASS II
 DM0142
 DM0142.The horizontal coordinates were scaled from a topographic map and have
 DM0142.an estimated accuracy of +/- 6 seconds.
 DM0142
 DM0142.The orthometric height was determined by differential leveling
 DM0142.and adjusted by the National Geodetic Survey in June 1991..
 DM0142
 DM0142.The geoid height was determined by GEOID03.
 DM0142
 DM0142.The dynamic height is computed by dividing the NAVD 88
 DM0142.geopotential number by the normal gravity value computed on the
 DM0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0142.degrees latitude (g = 980.6199 gals.).
 DM0142
 DM0142.The modeled gravity was interpolated from observed gravity values.
 DM0142
 DM0142;                    North         East    Units  Estimated Accuracy
 DM0142;SPC AR S     -   485,500.      212,090.      MT  (+/- 180 meters Scaled)
 DM0142
 DM0142                          SUPERSEDED SURVEY CONTROL
 DM0142
 DM0142  NGVD 29 (??/??/92)   99.628  (m)          326.86   (f) ADJ UNCH    1 2
 DM0142
 DM0142.Superseded values are not recommended for survey control.
 DM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0142.See file dsdata.txt to determine how the superseded data were derived.
 DM0142
 DM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS051984(NAD 83)
 DM0142_MARKER: R = RIVET
 DM0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0142_SP_SET: STEP
 DM0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0142
 DM0142  HISTORY     - Date     Condition        Report By
 DM0142  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0142  HISTORY     - 1932     GOOD             NGS
 DM0142  HISTORY     - 1963     MARK NOT FOUND   NGS
 DM0142  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0142  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0142
 DM0142                          STATION DESCRIPTION
 DM0142
 DM0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0142'1.5 MI E FROM TEXARKANA.
 DM0142'AT 417 + 9 1/4 POLES.  IN THE EAST END OF THE THIRD STEP AT THE
 DM0142'STATION OF THE S. S. W. R.R. HOSPITAL.
 DM0142
 DM0142                          STATION RECOVERY (1963)
 DM0142
 DM0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0142'MARK NOT FOUND.
 DM0142
 DM0142                          STATION RECOVERY (1985)
 DM0142
 DM0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0142'MARK NOT FOUND.
 DM0142
 DM0142                          STATION RECOVERY (1997)
 DM0142
 DM0142'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0144 ***********************************************************************
 DM0144  DESIGNATION -  RV 504
 DM0144  PID         -  DM0144
 DM0144  STATE/COUNTY-  AR/MILLER
 DM0144  USGS QUAD   -  TEXARKANA (1975)
 DM0144
 DM0144                         *CURRENT SURVEY CONTROL
 DM0144  ___________________________________________________________________
 DM0144* NAD 83(1986)-  33 25 06.     (N)    094 00 29.     (W)     SCALED    
 DM0144* NAVD 88     -       101.244  (meters)     332.16   (feet)  ADJUSTED  
 DM0144  ___________________________________________________________________
 DM0144  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0144  DYNAMIC HT  -         101.136 (meters)     331.81  (feet)  COMP
 DM0144  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 DM0144
 DM0144  VERT ORDER  -  FIRST     CLASS II
 DM0144
 DM0144.The horizontal coordinates were scaled from a topographic map and have
 DM0144.an estimated accuracy of +/- 6 seconds.
 DM0144
 DM0144.The orthometric height was determined by differential leveling
 DM0144.and adjusted by the National Geodetic Survey in June 1991..
 DM0144
 DM0144.The geoid height was determined by GEOID03.
 DM0144
 DM0144.The dynamic height is computed by dividing the NAVD 88
 DM0144.geopotential number by the normal gravity value computed on the
 DM0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0144.degrees latitude (g = 980.6199 gals.).
 DM0144
 DM0144.The modeled gravity was interpolated from observed gravity values.
 DM0144
 DM0144;                    North         East    Units  Estimated Accuracy
 DM0144;SPC AR S     -   485,200.      213,250.      MT  (+/- 180 meters Scaled)
 DM0144
 DM0144                          SUPERSEDED SURVEY CONTROL
 DM0144
 DM0144  NGVD 29 (??/??/92)  101.268  (m)          332.24   (f) ADJ UNCH    1 2
 DM0144
 DM0144.Superseded values are not recommended for survey control.
 DM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0144.See file dsdata.txt to determine how the superseded data were derived.
 DM0144
 DM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS062981(NAD 83)
 DM0144_MARKER: R = RIVET
 DM0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0144_SP_SET: CULVERT
 DM0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0144
 DM0144  HISTORY     - Date     Condition        Report By
 DM0144  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0144  HISTORY     - 1932     GOOD             NGS
 DM0144  HISTORY     - 1963     MARK NOT FOUND   NGS
 DM0144  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0144  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0144
 DM0144                          STATION DESCRIPTION
 DM0144
 DM0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0144'2.1 MI E FROM TEXARKANA.
 DM0144'AT 416 + 18 POLES.  AT THE SOUTH END OF CONCRETE CULVERT UNDER TRACK.
 DM0144'NOTE-- A CULVERT WAS FOUND NEAR THE 19TH POLE NW OF MILEPOST 416 BUT
 DM0144'NO RIVET WAS FOUND.
 DM0144
 DM0144                          STATION RECOVERY (1963)
 DM0144
 DM0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0144'MARK NOT FOUND.
 DM0144
 DM0144                          STATION RECOVERY (1985)
 DM0144
 DM0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0144'MARK NOT FOUND.
 DM0144
 DM0144                          STATION RECOVERY (1997)
 DM0144
 DM0144'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0800 ***********************************************************************
 DL0800  DESIGNATION -  RV 505
 DL0800  PID         -  DL0800
 DL0800  STATE/COUNTY-  AR/MILLER
 DL0800  USGS QUAD   -  MANDEVILLE (1975)
 DL0800
 DL0800                         *CURRENT SURVEY CONTROL
 DL0800  ___________________________________________________________________
 DL0800* NAD 83(1986)-  33 24 21.     (N)    093 59 12.     (W)     SCALED    
 DL0800* NAVD 88     -       107.506  (meters)     352.71   (feet)  ADJUSTED  
 DL0800  ___________________________________________________________________
 DL0800  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DL0800  DYNAMIC HT  -         107.391 (meters)     352.33  (feet)  COMP
 DL0800  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DL0800
 DL0800  VERT ORDER  -  FIRST     CLASS II
 DL0800
 DL0800.The horizontal coordinates were scaled from a topographic map and have
 DL0800.an estimated accuracy of +/- 6 seconds.
 DL0800
 DL0800.The orthometric height was determined by differential leveling
 DL0800.and adjusted by the National Geodetic Survey in June 1991..
 DL0800
 DL0800.The geoid height was determined by GEOID03.
 DL0800
 DL0800.The dynamic height is computed by dividing the NAVD 88
 DL0800.geopotential number by the normal gravity value computed on the
 DL0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0800.degrees latitude (g = 980.6199 gals.).
 DL0800
 DL0800.The modeled gravity was interpolated from observed gravity values.
 DL0800
 DL0800;                    North         East    Units  Estimated Accuracy
 DL0800;SPC AR S     -   483,780.      215,210.      MT  (+/- 180 meters Scaled)
 DL0800
 DL0800                          SUPERSEDED SURVEY CONTROL
 DL0800
 DL0800  NGVD 29 (??/??/92)  107.532  (m)          352.79   (f) ADJ UNCH    1 2
 DL0800
 DL0800.Superseded values are not recommended for survey control.
 DL0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0800.See file dsdata.txt to determine how the superseded data were derived.
 DL0800
 DL0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS082967(NAD 83)
 DL0800_MARKER: R = RIVET
 DL0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0800_SP_SET: CULVERT
 DL0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0800
 DL0800  HISTORY     - Date     Condition        Report By
 DL0800  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0800  HISTORY     - 1963     GOOD             NGS
 DL0800  HISTORY     - 1985     MARK NOT FOUND   NGS
 DL0800
 DL0800                          STATION DESCRIPTION
 DL0800
 DL0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0800'4.8 MI W FROM GENOA.
 DL0800'4.8 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM GENOA,
 DL0800'MILLER COUNTY, ABOUT 27-3/4 POLES WEST OF MILEPOST 414, AND IN THE
 DL0800'NORTH HEAD WALL OF A CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 DL0800
 DL0800                          STATION RECOVERY (1985)
 DL0800
 DL0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0802 ***********************************************************************
 DL0802  DESIGNATION -  RV 506
 DL0802  PID         -  DL0802
 DL0802  STATE/COUNTY-  AR/MILLER
 DL0802  USGS QUAD   -  MANDEVILLE (1975)
 DL0802
 DL0802                         *CURRENT SURVEY CONTROL
 DL0802  ___________________________________________________________________
 DL0802* NAD 83(1986)-  33 23 10.     (N)    093 56 59.     (W)     SCALED    
 DL0802* NAVD 88     -       114.251  (meters)     374.84   (feet)  ADJUSTED  
 DL0802  ___________________________________________________________________
 DL0802  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DL0802  DYNAMIC HT  -         114.129 (meters)     374.44  (feet)  COMP
 DL0802  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DL0802
 DL0802  VERT ORDER  -  FIRST     CLASS II
 DL0802
 DL0802.The horizontal coordinates were scaled from a topographic map and have
 DL0802.an estimated accuracy of +/- 6 seconds.
 DL0802
 DL0802.The orthometric height was determined by differential leveling
 DL0802.and adjusted by the National Geodetic Survey in June 1991..
 DL0802
 DL0802.The geoid height was determined by GEOID03.
 DL0802
 DL0802.The dynamic height is computed by dividing the NAVD 88
 DL0802.geopotential number by the normal gravity value computed on the
 DL0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0802.degrees latitude (g = 980.6199 gals.).
 DL0802
 DL0802.The modeled gravity was interpolated from observed gravity values.
 DL0802
 DL0802;                    North         East    Units  Estimated Accuracy
 DL0802;SPC AR S     -   481,520.      218,600.      MT  (+/- 180 meters Scaled)
 DL0802
 DL0802                          SUPERSEDED SURVEY CONTROL
 DL0802
 DL0802  NGVD 29 (??/??/92)  114.278  (m)          374.93   (f) ADJ UNCH    1 2
 DL0802
 DL0802.Superseded values are not recommended for survey control.
 DL0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0802.See file dsdata.txt to determine how the superseded data were derived.
 DL0802
 DL0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS116944(NAD 83)
 DL0802_MARKER: R = RIVET
 DL0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0802_SP_SET: CULVERT
 DL0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0802
 DL0802  HISTORY     - Date     Condition        Report By
 DL0802  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0802  HISTORY     - 1963     GOOD             NGS
 DL0802  HISTORY     - 1985     MARK NOT FOUND   NGS
 DL0802
 DL0802                          STATION DESCRIPTION
 DL0802
 DL0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0802'2.2 MI W FROM GENOA.
 DL0802'2.2 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM GENOA,
 DL0802'MILLER COUNTY, ABOUT 9-3/4 POLES WEST OF MILEPOST 412, AND IN THE
 DL0802'NORTH HEAD WALL OF A PIPE CULVERT.  A STANDARD MONEL-METAL RIVET.
 DL0802
 DL0802                          STATION RECOVERY (1985)
 DL0802
 DL0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0805 ***********************************************************************
 DL0805  DESIGNATION -  RV 507
 DL0805  PID         -  DL0805
 DL0805  STATE/COUNTY-  AR/MILLER
 DL0805  USGS QUAD   -  FOUKE NE (1975)
 DL0805
 DL0805                         *CURRENT SURVEY CONTROL
 DL0805  ___________________________________________________________________
 DL0805* NAD 83(1986)-  33 23 20.     (N)    093 51 21.     (W)     SCALED    
 DL0805* NAVD 88     -       101.865  (meters)     334.20   (feet)  ADJUSTED  
 DL0805  ___________________________________________________________________
 DL0805  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DL0805  DYNAMIC HT  -         101.756 (meters)     333.84  (feet)  COMP
 DL0805  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 DL0805
 DL0805  VERT ORDER  -  FIRST     CLASS II
 DL0805
 DL0805.The horizontal coordinates were scaled from a topographic map and have
 DL0805.an estimated accuracy of +/- 6 seconds.
 DL0805
 DL0805.The orthometric height was determined by differential leveling
 DL0805.and adjusted by the National Geodetic Survey in June 1991..
 DL0805
 DL0805.The geoid height was determined by GEOID03.
 DL0805
 DL0805.The dynamic height is computed by dividing the NAVD 88
 DL0805.geopotential number by the normal gravity value computed on the
 DL0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0805.degrees latitude (g = 980.6199 gals.).
 DL0805
 DL0805.The modeled gravity was interpolated from observed gravity values.
 DL0805
 DL0805;                    North         East    Units  Estimated Accuracy
 DL0805;SPC AR S     -   481,670.      227,340.      MT  (+/- 180 meters Scaled)
 DL0805
 DL0805                          SUPERSEDED SURVEY CONTROL
 DL0805
 DL0805  NGVD 29 (??/??/92)  101.901  (m)          334.32   (f) ADJ UNCH    1 2
 DL0805
 DL0805.Superseded values are not recommended for survey control.
 DL0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0805.See file dsdata.txt to determine how the superseded data were derived.
 DL0805
 DL0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS204947(NAD 83)
 DL0805_MARKER: R = RIVET
 DL0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0805_SP_SET: CULVERT
 DL0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0805
 DL0805  HISTORY     - Date     Condition        Report By
 DL0805  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0805  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0805
 DL0805                          STATION DESCRIPTION
 DL0805
 DL0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0805'1.3 MI W FROM ARTEX.
 DL0805'1.3 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM ARTEX,
 DL0805'MILLER COUNTY, ABOUT 22-3/4 POLES WEST OF MILEPOST 406, AND IN THE
 DL0805'NORTH HEAD WALL OF A PIPE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0809 ***********************************************************************
 DL0809  DESIGNATION -  RV 509
 DL0809  PID         -  DL0809
 DL0809  STATE/COUNTY-  AR/MILLER
 DL0809  USGS QUAD   -  GARLAND (1975)
 DL0809
 DL0809                         *CURRENT SURVEY CONTROL
 DL0809  ___________________________________________________________________
 DL0809* NAD 83(1986)-  33 22 06.     (N)    093 42 57.     (W)     SCALED    
 DL0809* NAVD 88     -        74.316  (meters)     243.82   (feet)  ADJUSTED  
 DL0809  ___________________________________________________________________
 DL0809  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL0809  DYNAMIC HT  -          74.237 (meters)     243.56  (feet)  COMP
 DL0809  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DL0809
 DL0809  VERT ORDER  -  FIRST     CLASS II
 DL0809
 DL0809.The horizontal coordinates were scaled from a topographic map and have
 DL0809.an estimated accuracy of +/- 6 seconds.
 DL0809
 DL0809.The orthometric height was determined by differential leveling
 DL0809.and adjusted by the National Geodetic Survey in June 1991..
 DL0809
 DL0809.The geoid height was determined by GEOID03.
 DL0809
 DL0809.The dynamic height is computed by dividing the NAVD 88
 DL0809.geopotential number by the normal gravity value computed on the
 DL0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0809.degrees latitude (g = 980.6199 gals.).
 DL0809
 DL0809.The modeled gravity was interpolated from observed gravity values.
 DL0809
 DL0809;                    North         East    Units  Estimated Accuracy
 DL0809;SPC AR S     -   479,160.      240,330.      MT  (+/- 180 meters Scaled)
 DL0809
 DL0809                          SUPERSEDED SURVEY CONTROL
 DL0809
 DL0809  NGVD 29 (??/??/92)   74.363  (m)          243.97   (f) ADJ UNCH    1 2
 DL0809
 DL0809.Superseded values are not recommended for survey control.
 DL0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0809.See file dsdata.txt to determine how the superseded data were derived.
 DL0809
 DL0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS334923(NAD 83)
 DL0809_MARKER: R = RIVET
 DL0809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0809_SP_SET: ABUTMENT
 DL0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0809
 DL0809  HISTORY     - Date     Condition        Report By
 DL0809  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0809  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0809
 DL0809                          STATION DESCRIPTION
 DL0809
 DL0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0809'0.6 MI W FROM GARLAND CITY.
 DL0809'0.6 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM GARLAND
 DL0809'CITY, MILLER COUNTY, ABOUT 7-1/2 POLES WEST OF MILEPOST 398, AND IN
 DL0809'THE NORTH SIDE OF THE EAST ABUTMENT OF AN UNDERGRADE CROSSING.  A
 DL0809'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0970 ***********************************************************************
 FF0970  DESIGNATION -  RV 51
 FF0970  PID         -  FF0970
 FF0970  STATE/COUNTY-  AR/JACKSON
 FF0970  USGS QUAD   -  TUCKERMAN (1981)
 FF0970
 FF0970                         *CURRENT SURVEY CONTROL
 FF0970  ___________________________________________________________________
 FF0970* NAD 83(1986)-  35 39 53.     (N)    091 14 35.     (W)     SCALED    
 FF0970* NAVD 88     -        71.28   (+/-2cm)     233.9    (feet)  VERTCON   
 FF0970  ___________________________________________________________________
 FF0970  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF0970
 FF0970  VERT ORDER  -  ? (See Below)
 FF0970
 FF0970.The horizontal coordinates were scaled from a topographic map and have
 FF0970.an estimated accuracy of +/- 6 seconds.
 FF0970
 FF0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0970.The vertical order pertains to the NGVD 29 superseded value.
 FF0970
 FF0970.The geoid height was determined by GEOID03.
 FF0970
 FF0970;                    North         East    Units  Estimated Accuracy
 FF0970;SPC AR N     -   147,970.      468,530.      MT  (+/- 180 meters Scaled)
 FF0970
 FF0970                          SUPERSEDED SURVEY CONTROL
 FF0970
 FF0970  NGVD 29 (??/??/??)   71.212  (m)          233.63   (f) ADJUSTED    ?  
 FF0970
 FF0970.Superseded values are not recommended for survey control.
 FF0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0970.See file dsdata.txt to determine how the superseded data were derived.
 FF0970
 FF0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV590481(NAD 83)
 FF0970_MARKER: R = RIVET
 FF0970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0970_SP_SET: CULVERT
 FF0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0970
 FF0970  HISTORY     - Date     Condition        Report By
 FF0970  HISTORY     - UNK      MONUMENTED       MPRR
 FF0970  HISTORY     - 1931     GOOD             CGS
 FF0970  HISTORY     - 1934     GOOD             CGS
 FF0970  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FF0970
 FF0970                          STATION DESCRIPTION
 FF0970
 FF0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0970'2.4 MI NE FROM DIAZ.
 FF0970'ABOUT 2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0970'FROM DIAZ, JACKSON COUNTY, OPPOSITE POLE 257+00, AND IN THE CENTER
 FF0970'OF THE WEST HEAD WALL OF A 3- BY 3-FOOT CONCRETE CULVERT.  A
 FF0970'STANDARD MONEL-METAL RIVET.
 FF0970
 FF0970                          STATION RECOVERY (1934)
 FF0970
 FF0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0970'RECOVERED IN GOOD CONDITION.
 FF0970
 FF0970                          STATION RECOVERY (2002)
 FF0970
 FF0970'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0970'ADDITIONAL PREFAB. CONCRETE ATOP EXISTING HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0810 ***********************************************************************
 DL0810  DESIGNATION -  RV 510
 DL0810  PID         -  DL0810
 DL0810  STATE/COUNTY-  AR/MILLER
 DL0810  USGS QUAD   -  GARLAND (1975)
 DL0810
 DL0810                         *CURRENT SURVEY CONTROL
 DL0810  ___________________________________________________________________
 DL0810* NAD 83(1986)-  33 21 45.     (N)    093 42 31.     (W)     SCALED    
 DL0810* NAVD 88     -        74.996  (meters)     246.05   (feet)  ADJUSTED  
 DL0810  ___________________________________________________________________
 DL0810  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL0810  DYNAMIC HT  -          74.916 (meters)     245.79  (feet)  COMP
 DL0810  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DL0810
 DL0810  VERT ORDER  -  FIRST     CLASS I
 DL0810
 DL0810.The horizontal coordinates were scaled from a topographic map and have
 DL0810.an estimated accuracy of +/- 6 seconds.
 DL0810
 DL0810.The orthometric height was determined by differential leveling
 DL0810.and adjusted by the National Geodetic Survey in June 1991..
 DL0810.WARNING-Repeat measurements at this control monument indicate possible
 DL0810.vertical movement.
 DL0810
 DL0810.The geoid height was determined by GEOID03.
 DL0810
 DL0810.The dynamic height is computed by dividing the NAVD 88
 DL0810.geopotential number by the normal gravity value computed on the
 DL0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0810.degrees latitude (g = 980.6199 gals.).
 DL0810
 DL0810.The modeled gravity was interpolated from observed gravity values.
 DL0810
 DL0810;                    North         East    Units  Estimated Accuracy
 DL0810;SPC AR S     -   478,500.      240,990.      MT  (+/- 180 meters Scaled)
 DL0810
 DL0810                          SUPERSEDED SURVEY CONTROL
 DL0810
 DL0810  NGVD 29 (??/??/??)   75.031  (m)          246.16   (f) ADJUSTED    1 1
 DL0810
 DL0810.Superseded values are not recommended for survey control.
 DL0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0810.See file dsdata.txt to determine how the superseded data were derived.
 DL0810
 DL0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS340916(NAD 83)
 DL0810_MARKER: R = RIVET
 DL0810_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL0810+WITH SETTING: PAVEMENT
 DL0810_SP_SET: CONCRETE PAD
 DL0810_MARK LOGO: NONE  
 DL0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0810+STABILITY: SURFACE MOTION
 DL0810
 DL0810  HISTORY     - Date     Condition        Report By
 DL0810  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0810  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0810  HISTORY     - 1977     GOOD             NGS
 DL0810  HISTORY     - 1985     GOOD             NGS
 DL0810
 DL0810                          STATION DESCRIPTION
 DL0810
 DL0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0810'IN GARLAND CITY.
 DL0810'AT GARLAND CITY, MILLER COUNTY, ON THE ST. LOUIS SOUTHWESTERN RAILWAY,
 DL0810'ABOUT 21-1/2 POLES WEST OF MILEPOST 397, AND IN THE CONCRETE RUNWAY TO
 DL0810'THE FREIGHT ROOM.  A STANDARD MONEL-METAL RIVET.  NOTE-- FREIGHT DEPOT
 DL0810'HAS BEEN REMOVED.
 DL0810
 DL0810                          STATION RECOVERY (1977)
 DL0810
 DL0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DL0810'RECOVERED IN GOOD CONDITION.
 DL0810
 DL0810                          STATION RECOVERY (1985)
 DL0810
 DL0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL0810'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 DL0810'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH STATE
 DL0810'HIGHWAY 134 IN GARLAND CITY, THENCE 1.2 KM (0.75 MI) SOUTHEASTERLY
 DL0810'ALONG THE SOUTHERN PACIFIC RAILROAD, A MONEL RIVET IN THE CENTER OF
 DL0810'THE NORTHEAST EDGE OF A CONCRETE PAD THAT WAS PART OF THE OLD
 DL0810'RAILROAD STATION FOUNDATION, 17.1 M (56.1 FT) SOUTHEAST OF THE WEST
 DL0810'CORNER OF THE PAD, 14.7 M (48.2 FT) NORTHWEST OF THE SOUTH CORNER OF
 DL0810'THE PAD, AND 5.8 M (19.0 FT) NORTHEAST OF THE NEAR RAIL.
 DL0810'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0815 ***********************************************************************
 DL0815  DESIGNATION -  RV 511
 DL0815  PID         -  DL0815
 DL0815  STATE/COUNTY-  AR/MILLER
 DL0815  USGS QUAD   -  GARLAND (1975)
 DL0815
 DL0815                         *CURRENT SURVEY CONTROL
 DL0815  ___________________________________________________________________
 DL0815* NAD 83(1986)-  33 21 40.     (N)    093 42 20.     (W)     SCALED    
 DL0815* NAVD 88     -        74.882  (meters)     245.68   (feet)  ADJUSTED  
 DL0815  ___________________________________________________________________
 DL0815  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL0815  DYNAMIC HT  -          74.802 (meters)     245.41  (feet)  COMP
 DL0815  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DL0815
 DL0815  VERT ORDER  -  FIRST     CLASS I
 DL0815
 DL0815.The horizontal coordinates were scaled from a topographic map and have
 DL0815.an estimated accuracy of +/- 6 seconds.
 DL0815
 DL0815.The orthometric height was determined by differential leveling
 DL0815.and adjusted by the National Geodetic Survey in June 1991..
 DL0815
 DL0815.The geoid height was determined by GEOID03.
 DL0815
 DL0815.The dynamic height is computed by dividing the NAVD 88
 DL0815.geopotential number by the normal gravity value computed on the
 DL0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0815.degrees latitude (g = 980.6199 gals.).
 DL0815
 DL0815.The modeled gravity was interpolated from observed gravity values.
 DL0815
 DL0815;                    North         East    Units  Estimated Accuracy
 DL0815;SPC AR S     -   478,350.      241,270.      MT  (+/- 180 meters Scaled)
 DL0815
 DL0815                          SUPERSEDED SURVEY CONTROL
 DL0815
 DL0815  NGVD 29 (??/??/??)   74.913  (m)          245.78   (f) ADJUSTED    1 1
 DL0815
 DL0815.Superseded values are not recommended for survey control.
 DL0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0815.See file dsdata.txt to determine how the superseded data were derived.
 DL0815
 DL0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS343915(NAD 83)
 DL0815_MARKER: R = RIVET
 DL0815_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL0815_SP_SET: BRIDGE ABUTMENT
 DL0815_MARK LOGO: NONE  
 DL0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL0815+STABILITY: POSITION/ELEVATION WELL
 DL0815
 DL0815  HISTORY     - Date     Condition        Report By
 DL0815  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0815  HISTORY     - 1963     GOOD             NGS
 DL0815  HISTORY     - 1977     GOOD             NGS
 DL0815  HISTORY     - 1985     GOOD             NGS
 DL0815
 DL0815                          STATION DESCRIPTION
 DL0815
 DL0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0815'0.5 MI E FROM GARLAND CITY.
 DL0815'0.5 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM GARLAND
 DL0815'CITY, MILLER COUNTY, ABOUT 9-1/4 POLES WEST OF MILEPOST 397, AND IN
 DL0815'THE NORTH SIDE OF THE WEST ABUTMENT OF THE RAILROAD BRIDGE OVER RED
 DL0815'RIVER.  A STANDARD MONEL-METAL RIVET.
 DL0815
 DL0815                          STATION RECOVERY (1977)
 DL0815
 DL0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DL0815'RECOVERED IN GOOD CONDITION.
 DL0815
 DL0815                          STATION RECOVERY (1985)
 DL0815
 DL0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL0815'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 DL0815'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH STATE
 DL0815'HIGHWAY 134 IN GARLAND CITY, THENCE 1.7 KM (1.05 MI) SOUTHEAST ALONG
 DL0815'THE SOUTHERN PACIFIC RAILROAD, A MONEL RIVET IN THE NORTH CORNER OF
 DL0815'THE NORTHWEST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE
 DL0815'RED RIVER, 1.4 M (4.6 FT) NORTHEAST OF THE NEAR RAIL, 0.7 M (2.3 FT)
 DL0815'NORTHWEST OF THE NORTHWEST END OF THE BRIDGE, AND 0.2 M (0.7 FT)
 DL0815'SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 DL0815'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0816 ***********************************************************************
 DL0816  DESIGNATION -  RV 512
 DL0816  PID         -  DL0816
 DL0816  STATE/COUNTY-  AR/LAFAYETTE
 DL0816  USGS QUAD   -  GARLAND (1975)
 DL0816
 DL0816                         *CURRENT SURVEY CONTROL
 DL0816  ___________________________________________________________________
 DL0816* NAD 83(1986)-  33 21 24.     (N)    093 42 11.     (W)     SCALED    
 DL0816* NAVD 88     -        72.519  (meters)     237.92   (feet)  ADJUSTED  
 DL0816  ___________________________________________________________________
 DL0816  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL0816  DYNAMIC HT  -          72.442 (meters)     237.67  (feet)  COMP
 DL0816  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DL0816
 DL0816  VERT ORDER  -  FIRST     CLASS II
 DL0816
 DL0816.The horizontal coordinates were scaled from a topographic map and have
 DL0816.an estimated accuracy of +/- 6 seconds.
 DL0816
 DL0816.The orthometric height was determined by differential leveling
 DL0816.and adjusted by the National Geodetic Survey in June 1991..
 DL0816
 DL0816.The geoid height was determined by GEOID03.
 DL0816
 DL0816.The dynamic height is computed by dividing the NAVD 88
 DL0816.geopotential number by the normal gravity value computed on the
 DL0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0816.degrees latitude (g = 980.6199 gals.).
 DL0816
 DL0816.The modeled gravity was interpolated from observed gravity values.
 DL0816
 DL0816;                    North         East    Units  Estimated Accuracy
 DL0816;SPC AR S     -   477,850.      241,500.      MT  (+/- 180 meters Scaled)
 DL0816
 DL0816                          SUPERSEDED SURVEY CONTROL
 DL0816
 DL0816  NGVD 29 (??/??/92)   72.564  (m)          238.07   (f) ADJ UNCH    1 2
 DL0816
 DL0816.Superseded values are not recommended for survey control.
 DL0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0816.See file dsdata.txt to determine how the superseded data were derived.
 DL0816
 DL0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS345910(NAD 83)
 DL0816_MARKER: R = RIVET
 DL0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0816_SP_SET: BRIDGE
 DL0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0816
 DL0816  HISTORY     - Date     Condition        Report By
 DL0816  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0816  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0816
 DL0816                          STATION DESCRIPTION
 DL0816
 DL0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0816'0.6 MI E FROM GARLAND CITY.
 DL0816'IN LAFAYETTE COUNTY, ABOUT 0.6 MILE EAST ALONG THE ST. LOUIS
 DL0816'SOUTHWESTERN RAILWAY FROM GARLAND CITY, MILLER COUNTY, ABOUT 3-1/2
 DL0816'POLES WEST OF MILEPOST 397, AND IN THE SOUTH SIDE OF THE EAST PIER OF
 DL0816'THE RAILROAD BRIDGE OVER RED RIVER.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0817 ***********************************************************************
 DL0817  DESIGNATION -  RV 513
 DL0817  PID         -  DL0817
 DL0817  STATE/COUNTY-  AR/LAFAYETTE
 DL0817  USGS QUAD   -  GARLAND (1975)
 DL0817
 DL0817                         *CURRENT SURVEY CONTROL
 DL0817  ___________________________________________________________________
 DL0817* NAD 83(1986)-  33 21 11.     (N)    093 41 40.     (W)     SCALED    
 DL0817* NAVD 88     -        69.800  (meters)     229.00   (feet)  ADJUSTED  
 DL0817  ___________________________________________________________________
 DL0817  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0817  DYNAMIC HT  -          69.725 (meters)     228.76  (feet)  COMP
 DL0817  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 DL0817
 DL0817  VERT ORDER  -  FIRST     CLASS II
 DL0817
 DL0817.The horizontal coordinates were scaled from a topographic map and have
 DL0817.an estimated accuracy of +/- 6 seconds.
 DL0817
 DL0817.The orthometric height was determined by differential leveling
 DL0817.and adjusted by the National Geodetic Survey in June 1991..
 DL0817
 DL0817.The geoid height was determined by GEOID03.
 DL0817
 DL0817.The dynamic height is computed by dividing the NAVD 88
 DL0817.geopotential number by the normal gravity value computed on the
 DL0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0817.degrees latitude (g = 980.6199 gals.).
 DL0817
 DL0817.The modeled gravity was interpolated from observed gravity values.
 DL0817
 DL0817;                    North         East    Units  Estimated Accuracy
 DL0817;SPC AR S     -   477,440.      242,290.      MT  (+/- 180 meters Scaled)
 DL0817
 DL0817                          SUPERSEDED SURVEY CONTROL
 DL0817
 DL0817  NGVD 29 (??/??/92)   69.844  (m)          229.15   (f) ADJ UNCH    1 2
 DL0817
 DL0817.Superseded values are not recommended for survey control.
 DL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0817.See file dsdata.txt to determine how the superseded data were derived.
 DL0817
 DL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS353906(NAD 83)
 DL0817_MARKER: R = RIVET
 DL0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0817_SP_SET: CULVERT
 DL0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0817
 DL0817  HISTORY     - Date     Condition        Report By
 DL0817  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0817  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0817
 DL0817                          STATION DESCRIPTION
 DL0817
 DL0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0817'IN JOELLA.
 DL0817'AT JOELLA, LAFAYETTE COUNTY, ON THE ST. LOUIS SOUTHWESTERN RAILWAY,
 DL0817'ABOUT 13-1/2 POLES WEST OF MILEPOST 396, 68 FEET SOUTH OF THE TRACK,
 DL0817'AND IN THE HEAD WALL OF A HIGHWAY CULVERT.  A STANDARD MONEL-METAL
 DL0817'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0818 ***********************************************************************
 DL0818  DESIGNATION -  RV 514
 DL0818  PID         -  DL0818
 DL0818  STATE/COUNTY-  AR/LAFAYETTE
 DL0818  USGS QUAD   -  GARLAND (1975)
 DL0818
 DL0818                         *CURRENT SURVEY CONTROL
 DL0818  ___________________________________________________________________
 DL0818* NAD 83(1986)-  33 21 14.     (N)    093 40 37.     (W)     SCALED    
 DL0818* NAVD 88     -        69.326  (meters)     227.45   (feet)  ADJUSTED  
 DL0818  ___________________________________________________________________
 DL0818  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL0818  DYNAMIC HT  -          69.251 (meters)     227.20  (feet)  COMP
 DL0818  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DL0818
 DL0818  VERT ORDER  -  FIRST     CLASS II
 DL0818
 DL0818.The horizontal coordinates were scaled from a topographic map and have
 DL0818.an estimated accuracy of +/- 6 seconds.
 DL0818
 DL0818.The orthometric height was determined by differential leveling
 DL0818.and adjusted by the National Geodetic Survey in June 1991..
 DL0818
 DL0818.The geoid height was determined by GEOID03.
 DL0818
 DL0818.The dynamic height is computed by dividing the NAVD 88
 DL0818.geopotential number by the normal gravity value computed on the
 DL0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0818.degrees latitude (g = 980.6199 gals.).
 DL0818
 DL0818.The modeled gravity was interpolated from observed gravity values.
 DL0818
 DL0818;                    North         East    Units  Estimated Accuracy
 DL0818;SPC AR S     -   477,500.      243,920.      MT  (+/- 180 meters Scaled)
 DL0818
 DL0818                          SUPERSEDED SURVEY CONTROL
 DL0818
 DL0818  NGVD 29 (??/??/92)   69.369  (m)          227.59   (f) ADJ UNCH    1 2
 DL0818
 DL0818.Superseded values are not recommended for survey control.
 DL0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0818.See file dsdata.txt to determine how the superseded data were derived.
 DL0818
 DL0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS370907(NAD 83)
 DL0818_MARKER: R = RIVET
 DL0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0818_SP_SET: CULVERT
 DL0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0818
 DL0818  HISTORY     - Date     Condition        Report By
 DL0818  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0818  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0818
 DL0818                          STATION DESCRIPTION
 DL0818
 DL0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0818'1.0 MI E FROM JOELLA.
 DL0818'1.0 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM JOELLA,
 DL0818'LAFAYETTE COUNTY, ABOUT 12-3/4 POLES WEST OF MILEPOST 395, 68 FEET
 DL0818'NORTH OF THE TRACK, AND IN THE HEAD WALL OF A HIGHWAY CULVERT.  A
 DL0818'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0819 ***********************************************************************
 DL0819  DESIGNATION -  RV 515
 DL0819  PID         -  DL0819
 DL0819  STATE/COUNTY-  AR/LAFAYETTE
 DL0819  USGS QUAD   -  GARLAND (1975)
 DL0819
 DL0819                         *CURRENT SURVEY CONTROL
 DL0819  ___________________________________________________________________
 DL0819* NAD 83(1986)-  33 21 18.     (N)    093 39 38.     (W)     SCALED    
 DL0819* NAVD 88     -        70.191  (meters)     230.28   (feet)  ADJUSTED  
 DL0819  ___________________________________________________________________
 DL0819  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL0819  DYNAMIC HT  -          70.116 (meters)     230.04  (feet)  COMP
 DL0819  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DL0819
 DL0819  VERT ORDER  -  FIRST     CLASS II
 DL0819
 DL0819.The horizontal coordinates were scaled from a topographic map and have
 DL0819.an estimated accuracy of +/- 6 seconds.
 DL0819
 DL0819.The orthometric height was determined by differential leveling
 DL0819.and adjusted by the National Geodetic Survey in June 1991..
 DL0819
 DL0819.The geoid height was determined by GEOID03.
 DL0819
 DL0819.The dynamic height is computed by dividing the NAVD 88
 DL0819.geopotential number by the normal gravity value computed on the
 DL0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0819.degrees latitude (g = 980.6199 gals.).
 DL0819
 DL0819.The modeled gravity was interpolated from observed gravity values.
 DL0819
 DL0819;                    North         East    Units  Estimated Accuracy
 DL0819;SPC AR S     -   477,600.      245,450.      MT  (+/- 180 meters Scaled)
 DL0819
 DL0819                          SUPERSEDED SURVEY CONTROL
 DL0819
 DL0819  NGVD 29 (??/??/92)   70.234  (m)          230.43   (f) ADJ UNCH    1 2
 DL0819
 DL0819.Superseded values are not recommended for survey control.
 DL0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0819.See file dsdata.txt to determine how the superseded data were derived.
 DL0819
 DL0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS385908(NAD 83)
 DL0819_MARKER: R = RIVET
 DL0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0819_SP_SET: CULVERT
 DL0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0819
 DL0819  HISTORY     - Date     Condition        Report By
 DL0819  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0819  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0819
 DL0819                          STATION DESCRIPTION
 DL0819
 DL0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0819'2.0 MI E FROM JOELLA.
 DL0819'2.0 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM JOELLA,
 DL0819'LAFAYETTE COUNTY, ABOUT 14-3/4 POLES WEST OF MILEPOST 394, 65 FEET
 DL0819'SOUTH OF THE TRACK, AND IN THE HEAD WALL OF A HIGHWAY CULVERT.  A
 DL0819'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0826 ***********************************************************************
 DL0826  DESIGNATION -  RV 516
 DL0826  PID         -  DL0826
 DL0826  STATE/COUNTY-  AR/LAFAYETTE
 DL0826  USGS QUAD   -  GARLAND (1975)
 DL0826
 DL0826                         *CURRENT SURVEY CONTROL
 DL0826  ___________________________________________________________________
 DL0826* NAD 83(1986)-  33 21 21.     (N)    093 39 07.     (W)     SCALED    
 DL0826* NAVD 88     -        69.760  (meters)     228.87   (feet)  ADJUSTED  
 DL0826  ___________________________________________________________________
 DL0826  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL0826  DYNAMIC HT  -          69.686 (meters)     228.63  (feet)  COMP
 DL0826  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DL0826
 DL0826  VERT ORDER  -  FIRST     CLASS II
 DL0826
 DL0826.The horizontal coordinates were scaled from a topographic map and have
 DL0826.an estimated accuracy of +/- 6 seconds.
 DL0826
 DL0826.The orthometric height was determined by differential leveling
 DL0826.and adjusted by the National Geodetic Survey in June 1991..
 DL0826
 DL0826.The geoid height was determined by GEOID03.
 DL0826
 DL0826.The dynamic height is computed by dividing the NAVD 88
 DL0826.geopotential number by the normal gravity value computed on the
 DL0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0826.degrees latitude (g = 980.6199 gals.).
 DL0826
 DL0826.The modeled gravity was interpolated from observed gravity values.
 DL0826
 DL0826;                    North         East    Units  Estimated Accuracy
 DL0826;SPC AR S     -   477,680.      246,250.      MT  (+/- 180 meters Scaled)
 DL0826
 DL0826                          SUPERSEDED SURVEY CONTROL
 DL0826
 DL0826  NGVD 29 (??/??/92)   69.802  (m)          229.01   (f) ADJ UNCH    1 2
 DL0826
 DL0826.Superseded values are not recommended for survey control.
 DL0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0826.See file dsdata.txt to determine how the superseded data were derived.
 DL0826
 DL0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS393909(NAD 83)
 DL0826_MARKER: R = RIVET
 DL0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0826_SP_SET: CULVERT
 DL0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0826
 DL0826  HISTORY     - Date     Condition        Report By
 DL0826  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0826  HISTORY     - 1963     GOOD             NGS
 DL0826
 DL0826                          STATION DESCRIPTION
 DL0826
 DL0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0826'2.5 MI E FROM JOELLA.
 DL0826'2.5 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM JOELLA,
 DL0826'LAFAYETTE COUNTY, ABOUT 1/4 POLE WEST OF MILEPOST 394, 75 FEET NORTH
 DL0826'OF THE TRACK, AND IN THE HEAD WALL OF A HIGHWAY CULVERT.  A STANDARD
 DL0826'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0827 ***********************************************************************
 DL0827  DESIGNATION -  RV 517
 DL0827  PID         -  DL0827
 DL0827  STATE/COUNTY-  AR/LAFAYETTE
 DL0827  USGS QUAD   -  GARLAND (1975)
 DL0827
 DL0827                         *CURRENT SURVEY CONTROL
 DL0827  ___________________________________________________________________
 DL0827* NAD 83(1986)-  33 21 25.     (N)    093 38 27.     (W)     SCALED    
 DL0827* NAVD 88     -        69.108  (meters)     226.73   (feet)  ADJUSTED  
 DL0827  ___________________________________________________________________
 DL0827  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DL0827  DYNAMIC HT  -          69.034 (meters)     226.49  (feet)  COMP
 DL0827  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DL0827
 DL0827  VERT ORDER  -  FIRST     CLASS II
 DL0827
 DL0827.The horizontal coordinates were scaled from a topographic map and have
 DL0827.an estimated accuracy of +/- 6 seconds.
 DL0827
 DL0827.The orthometric height was determined by differential leveling
 DL0827.and adjusted by the National Geodetic Survey in June 1991..
 DL0827
 DL0827.The geoid height was determined by GEOID03.
 DL0827
 DL0827.The dynamic height is computed by dividing the NAVD 88
 DL0827.geopotential number by the normal gravity value computed on the
 DL0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0827.degrees latitude (g = 980.6199 gals.).
 DL0827
 DL0827.The modeled gravity was interpolated from observed gravity values.
 DL0827
 DL0827;                    North         East    Units  Estimated Accuracy
 DL0827;SPC AR S     -   477,790.      247,290.      MT  (+/- 180 meters Scaled)
 DL0827
 DL0827                          SUPERSEDED SURVEY CONTROL
 DL0827
 DL0827  NGVD 29 (??/??/92)   69.149  (m)          226.87   (f) ADJ UNCH    1 2
 DL0827
 DL0827.Superseded values are not recommended for survey control.
 DL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0827.See file dsdata.txt to determine how the superseded data were derived.
 DL0827
 DL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS403910(NAD 83)
 DL0827_MARKER: R = RIVET
 DL0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0827_SP_SET: CULVERT
 DL0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0827
 DL0827  HISTORY     - Date     Condition        Report By
 DL0827  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0827  HISTORY     - 1963     GOOD             NGS
 DL0827
 DL0827                          STATION DESCRIPTION
 DL0827
 DL0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0827'3.7 MI W FROM LEWISVILLE.
 DL0827'3.7 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0827'LEWISVILLE, LAFAYETTE COUTNY, ABOUT 10-1/2 POLES WEST OF MILEPOST 393,
 DL0827'NORTH OF THE TRACK, AND IN THE SOUTH HEAD WALL OF A HIGHWAY CULVERT. A
 DL0827'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0828 ***********************************************************************
 DL0828  DESIGNATION -  RV 518
 DL0828  PID         -  DL0828
 DL0828  STATE/COUNTY-  AR/LAFAYETTE
 DL0828  USGS QUAD   -  LEWISVILLE (1978)
 DL0828
 DL0828                         *CURRENT SURVEY CONTROL
 DL0828  ___________________________________________________________________
 DL0828* NAD 83(1986)-  33 21 31.     (N)    093 37 29.     (W)     SCALED    
 DL0828* NAVD 88     -        78.809  (meters)     258.56   (feet)  ADJUSTED  
 DL0828  ___________________________________________________________________
 DL0828  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DL0828  DYNAMIC HT  -          78.725 (meters)     258.28  (feet)  COMP
 DL0828  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DL0828
 DL0828  VERT ORDER  -  FIRST     CLASS II
 DL0828
 DL0828.The horizontal coordinates were scaled from a topographic map and have
 DL0828.an estimated accuracy of +/- 6 seconds.
 DL0828
 DL0828.The orthometric height was determined by differential leveling
 DL0828.and adjusted by the National Geodetic Survey in June 1991..
 DL0828
 DL0828.The geoid height was determined by GEOID03.
 DL0828
 DL0828.The dynamic height is computed by dividing the NAVD 88
 DL0828.geopotential number by the normal gravity value computed on the
 DL0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0828.degrees latitude (g = 980.6199 gals.).
 DL0828
 DL0828.The modeled gravity was interpolated from observed gravity values.
 DL0828
 DL0828;                    North         East    Units  Estimated Accuracy
 DL0828;SPC AR S     -   477,950.      248,790.      MT  (+/- 180 meters Scaled)
 DL0828
 DL0828                          SUPERSEDED SURVEY CONTROL
 DL0828
 DL0828  NGVD 29 (??/??/92)   78.848  (m)          258.69   (f) ADJ UNCH    1 2
 DL0828
 DL0828.Superseded values are not recommended for survey control.
 DL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0828.See file dsdata.txt to determine how the superseded data were derived.
 DL0828
 DL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS418912(NAD 83)
 DL0828_MARKER: R = RIVET
 DL0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0828_SP_SET: CULVERT
 DL0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0828
 DL0828  HISTORY     - Date     Condition        Report By
 DL0828  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0828  HISTORY     - 1963     GOOD             NGS
 DL0828
 DL0828                          STATION DESCRIPTION
 DL0828
 DL0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0828'2.7 MI W FROM LEWISVILLE.
 DL0828'2.7 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0828'LEWISVILLE, LAFAYETTE COUNTY, ABOUT 11-3/4 POLES WEST OF MILEPOST 392,
 DL0828'NORTH OF THE TRACK, AND IN THE SOUTH HEAD WALL OF A HIGHWAY CULVERT. A
 DL0828'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0832 ***********************************************************************
 DL0832  DESIGNATION -  RV 519
 DL0832  PID         -  DL0832
 DL0832  STATE/COUNTY-  AR/LAFAYETTE
 DL0832  USGS QUAD   -  LEWISVILLE (1978)
 DL0832
 DL0832                         *CURRENT SURVEY CONTROL
 DL0832  ___________________________________________________________________
 DL0832* NAD 83(1986)-  33 21 32.     (N)    093 36 50.     (W)     SCALED    
 DL0832* NAVD 88     -        81.421  (meters)     267.13   (feet)  ADJUSTED  
 DL0832  ___________________________________________________________________
 DL0832  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DL0832  DYNAMIC HT  -          81.334 (meters)     266.84  (feet)  COMP
 DL0832  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DL0832
 DL0832  VERT ORDER  -  FIRST     CLASS II
 DL0832
 DL0832.The horizontal coordinates were scaled from a topographic map and have
 DL0832.an estimated accuracy of +/- 6 seconds.
 DL0832
 DL0832.The orthometric height was determined by differential leveling
 DL0832.and adjusted by the National Geodetic Survey in June 1991..
 DL0832
 DL0832.The geoid height was determined by GEOID03.
 DL0832
 DL0832.The dynamic height is computed by dividing the NAVD 88
 DL0832.geopotential number by the normal gravity value computed on the
 DL0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0832.degrees latitude (g = 980.6199 gals.).
 DL0832
 DL0832.The modeled gravity was interpolated from observed gravity values.
 DL0832
 DL0832;                    North         East    Units  Estimated Accuracy
 DL0832;SPC AR S     -   477,960.      249,800.      MT  (+/- 180 meters Scaled)
 DL0832
 DL0832                          SUPERSEDED SURVEY CONTROL
 DL0832
 DL0832  NGVD 29 (??/??/92)   81.459  (m)          267.25   (f) ADJ UNCH    1 2
 DL0832
 DL0832.Superseded values are not recommended for survey control.
 DL0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0832.See file dsdata.txt to determine how the superseded data were derived.
 DL0832
 DL0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS428912(NAD 83)
 DL0832_MARKER: R = RIVET
 DL0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0832_SP_SET: CULVERT
 DL0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0832
 DL0832  HISTORY     - Date     Condition        Report By
 DL0832  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0832  HISTORY     - 1963     GOOD             NGS
 DL0832
 DL0832                          STATION DESCRIPTION
 DL0832
 DL0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0832'2.0 MI W FROM LEWISVILLE.
 DL0832'2.0 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0832'LEWISVILLE, LAFAYETTE COUNTY, ABOUT 21-1/3 POLES WEST OF MILEPOST 391,
 DL0832'NORTH OF THE TRACK, AND IN THE SOUTH HEAD WALL OF A HIGHWAY CULVERT. A
 DL0832'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0972 ***********************************************************************
 FF0972  DESIGNATION -  RV 52
 FF0972  PID         -  FF0972
 FF0972  STATE/COUNTY-  AR/JACKSON
 FF0972  USGS QUAD   -  TUCKERMAN (1981)
 FF0972
 FF0972                         *CURRENT SURVEY CONTROL
 FF0972  ___________________________________________________________________
 FF0972* NAD 83(1986)-  35 40 17.     (N)    091 14 18.     (W)     SCALED    
 FF0972* NAVD 88     -        70.220  (meters)     230.38   (feet)  ADJUSTED  
 FF0972  ___________________________________________________________________
 FF0972  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF0972  DYNAMIC HT  -          70.160 (meters)     230.18  (feet)  COMP
 FF0972  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 FF0972
 FF0972  VERT ORDER  -  FIRST     CLASS II
 FF0972
 FF0972.The horizontal coordinates were scaled from a topographic map and have
 FF0972.an estimated accuracy of +/- 6 seconds.
 FF0972
 FF0972.The orthometric height was determined by differential leveling
 FF0972.and adjusted by the National Geodetic Survey in June 1991..
 FF0972
 FF0972.The geoid height was determined by GEOID03.
 FF0972
 FF0972.The dynamic height is computed by dividing the NAVD 88
 FF0972.geopotential number by the normal gravity value computed on the
 FF0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0972.degrees latitude (g = 980.6199 gals.).
 FF0972
 FF0972.The modeled gravity was interpolated from observed gravity values.
 FF0972
 FF0972;                    North         East    Units  Estimated Accuracy
 FF0972;SPC AR N     -   148,710.      468,950.      MT  (+/- 180 meters Scaled)
 FF0972
 FF0972                          SUPERSEDED SURVEY CONTROL
 FF0972
 FF0972  NGVD 29 (??/??/??)   70.152  (m)          230.16   (f) ADJUSTED    1 2
 FF0972
 FF0972.Superseded values are not recommended for survey control.
 FF0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0972.See file dsdata.txt to determine how the superseded data were derived.
 FF0972
 FF0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV594489(NAD 83)
 FF0972_MARKER: R = RIVET
 FF0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0972_SP_SET: CULVERT
 FF0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0972
 FF0972  HISTORY     - Date     Condition        Report By
 FF0972  HISTORY     - UNK      MONUMENTED       MPRR
 FF0972  HISTORY     - 1931     GOOD             CGS
 FF0972  HISTORY     - 1934     GOOD             CGS
 FF0972  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF0972
 FF0972                          STATION DESCRIPTION
 FF0972
 FF0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0972'2.9 MI NE FROM DIAZ.
 FF0972'ABOUT 2.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0972'FROM DIAZ, JACKSON COUNTY, OPPOSITE POLE 256+19, AND IN THE CENTER
 FF0972'OF THE EAST HEAD WALL OF A 2- BY 3-FOOT CONCRETE CULVERT.  A
 FF0972'STANDARD MONEL-METAL RIVET.
 FF0972
 FF0972                          STATION RECOVERY (1934)
 FF0972
 FF0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0972'RECOVERED IN GOOD CONDITION.
 FF0972
 FF0972                          STATION RECOVERY (2002)
 FF0972
 FF0972'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0833 ***********************************************************************
 DL0833  DESIGNATION -  RV 520
 DL0833  PID         -  DL0833
 DL0833  STATE/COUNTY-  AR/LAFAYETTE
 DL0833  USGS QUAD   -  LEWISVILLE (1978)
 DL0833
 DL0833                         *CURRENT SURVEY CONTROL
 DL0833  ___________________________________________________________________
 DL0833* NAD 83(1986)-  33 21 21.     (N)    093 35 23.     (W)     SCALED    
 DL0833* NAVD 88     -        84.143  (meters)     276.06   (feet)  ADJUSTED  
 DL0833  ___________________________________________________________________
 DL0833  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL0833  DYNAMIC HT  -          84.053 (meters)     275.76  (feet)  COMP
 DL0833  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DL0833
 DL0833  VERT ORDER  -  FIRST     CLASS II
 DL0833
 DL0833.The horizontal coordinates were scaled from a topographic map and have
 DL0833.an estimated accuracy of +/- 6 seconds.
 DL0833
 DL0833.The orthometric height was determined by differential leveling
 DL0833.and adjusted by the National Geodetic Survey in June 1991..
 DL0833.WARNING-Repeat measurements at this control monument indicate possible
 DL0833.vertical movement.
 DL0833
 DL0833.The geoid height was determined by GEOID03.
 DL0833
 DL0833.The dynamic height is computed by dividing the NAVD 88
 DL0833.geopotential number by the normal gravity value computed on the
 DL0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0833.degrees latitude (g = 980.6199 gals.).
 DL0833
 DL0833.The modeled gravity was interpolated from observed gravity values.
 DL0833
 DL0833;                    North         East    Units  Estimated Accuracy
 DL0833;SPC AR S     -   477,590.      252,040.      MT  (+/- 180 meters Scaled)
 DL0833
 DL0833                          SUPERSEDED SURVEY CONTROL
 DL0833
 DL0833  NGVD 29 (??/??/92)   84.184  (m)          276.19   (f) ADJ UNCH    1 2
 DL0833
 DL0833.Superseded values are not recommended for survey control.
 DL0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0833.See file dsdata.txt to determine how the superseded data were derived.
 DL0833
 DL0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS451908(NAD 83)
 DL0833_MARKER: R = RIVET
 DL0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0833_SP_SET: CONCRETE FOOTING
 DL0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0833
 DL0833  HISTORY     - Date     Condition        Report By
 DL0833  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0833  HISTORY     - 1960     GOOD             NGS
 DL0833  HISTORY     - 1963     GOOD             NGS
 DL0833
 DL0833                          STATION DESCRIPTION
 DL0833
 DL0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0833'0.7 MI W FROM LEWISVILLE.
 DL0833'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0833'STATION AT LEWISVILLE, IN SECTION 16, T 16 S, R 24 W, SET IN THE TOP
 DL0833'OF THE NORTH CORNER OF THE NORTHWEST CONCRETE FOOTING OF A WATER TANK,
 DL0833'THE WATER TANK HAS BEEN REMOVED, 66 FEET NORTHWEST OF THE NORTHWEST
 DL0833'RAIL OF A BRANCH LINE LEADING TO SHREVEPORT, 123 FEET WEST OF THE
 DL0833'SOUTHWEST CORNER OF A TOOL SHED, 115 FEET NORTH-NORTHWEST AND ACROSS
 DL0833'THE TRACK FROM A 36-INCH OAK TREE, 42 FEET SOUTH OF THE SOUTH RAIL OF
 DL0833'THE MAIN TRACK, ABOUT LEVEL WITH THE TRACK, AND 14 INCHES ABOVE THE
 DL0833'GROUND.  NOTE-- IT IS 10 1/2 POLES WEST OF MILEPOST 390 AND 40 FEET
 DL0833'SOUTH OF THE TRACK.
 DL0833
 DL0833                          STATION RECOVERY (1963)
 DL0833
 DL0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0835 ***********************************************************************
 DL0835  DESIGNATION -  RV 521
 DL0835  PID         -  DL0835
 DL0835  STATE/COUNTY-  AR/LAFAYETTE
 DL0835  USGS QUAD   -  LEWISVILLE (1978)
 DL0835
 DL0835                         *CURRENT SURVEY CONTROL
 DL0835  ___________________________________________________________________
 DL0835* NAD 83(1986)-  33 21 17.     (N)    093 34 45.     (W)     SCALED    
 DL0835* NAVD 88     -        81.513  (meters)     267.43   (feet)  ADJUSTED  
 DL0835  ___________________________________________________________________
 DL0835  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL0835  DYNAMIC HT  -          81.426 (meters)     267.15  (feet)  COMP
 DL0835  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DL0835
 DL0835  VERT ORDER  -  FIRST     CLASS II
 DL0835
 DL0835.The horizontal coordinates were scaled from a topographic map and have
 DL0835.an estimated accuracy of +/- 6 seconds.
 DL0835
 DL0835.The orthometric height was determined by differential leveling
 DL0835.and adjusted by the National Geodetic Survey in June 1991..
 DL0835
 DL0835.The geoid height was determined by GEOID03.
 DL0835
 DL0835.The dynamic height is computed by dividing the NAVD 88
 DL0835.geopotential number by the normal gravity value computed on the
 DL0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0835.degrees latitude (g = 980.6199 gals.).
 DL0835
 DL0835.The modeled gravity was interpolated from observed gravity values.
 DL0835
 DL0835;                    North         East    Units  Estimated Accuracy
 DL0835;SPC AR S     -   477,450.      253,020.      MT  (+/- 180 meters Scaled)
 DL0835
 DL0835                          SUPERSEDED SURVEY CONTROL
 DL0835
 DL0835  NGVD 29 (??/??/92)   81.546  (m)          267.54   (f) ADJ UNCH    1 2
 DL0835
 DL0835.Superseded values are not recommended for survey control.
 DL0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0835.See file dsdata.txt to determine how the superseded data were derived.
 DL0835
 DL0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS461907(NAD 83)
 DL0835_MARKER: R = RIVET
 DL0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0835_SP_SET: BUILDING
 DL0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0835
 DL0835  HISTORY     - Date     Condition        Report By
 DL0835  HISTORY     - UNK      MONUMENTED       SLSWRR
 DL0835  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0835
 DL0835                          STATION DESCRIPTION
 DL0835
 DL0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0835'IN LEWISVILLE.
 DL0835'AT LEWISVILLE, LAFAYETTE COUNTY, AT THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0835'STATION, AND IN THE NORTHEAST CORNER OF THE PORTICO ON THE EAST SIDE
 DL0835'OF THE PASSENGER STATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0432 ***********************************************************************
 DL0432  DESIGNATION -  RV 523
 DL0432  PID         -  DL0432
 DL0432  STATE/COUNTY-  AR/CLARK
 DL0432  USGS QUAD   -  GURDON (1970)
 DL0432
 DL0432                         *CURRENT SURVEY CONTROL
 DL0432  ___________________________________________________________________
 DL0432* NAD 83(1986)-  33 56 38.     (N)    093 08 54.     (W)     SCALED    
 DL0432* NAVD 88     -        66.460  (meters)     218.04   (feet)  ADJUSTED  
 DL0432  ___________________________________________________________________
 DL0432  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL0432  DYNAMIC HT  -          66.393 (meters)     217.82  (feet)  COMP
 DL0432  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 DL0432
 DL0432  VERT ORDER  -  SECOND    CLASS 0
 DL0432
 DL0432.The horizontal coordinates were scaled from a topographic map and have
 DL0432.an estimated accuracy of +/- 6 seconds.
 DL0432
 DL0432.The orthometric height was determined by differential leveling
 DL0432.and adjusted by the National Geodetic Survey in June 1991..
 DL0432
 DL0432.The geoid height was determined by GEOID03.
 DL0432
 DL0432.The dynamic height is computed by dividing the NAVD 88
 DL0432.geopotential number by the normal gravity value computed on the
 DL0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0432.degrees latitude (g = 980.6199 gals.).
 DL0432
 DL0432.The modeled gravity was interpolated from observed gravity values.
 DL0432
 DL0432;                    North         East    Units  Estimated Accuracy
 DL0432;SPC AR S     -   542,260.      293,850.      MT  (+/- 180 meters Scaled)
 DL0432
 DL0432                          SUPERSEDED SURVEY CONTROL
 DL0432
 DL0432.No superseded survey control is available for this station.
 DL0432
 DL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT862559(NAD 83)
 DL0432_MARKER: R = RIVET
 DL0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0432_SP_SET: CULVERT
 DL0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0432
 DL0432  HISTORY     - Date     Condition        Report By
 DL0432  HISTORY     - UNK      MONUMENTED       MPRR
 DL0432  HISTORY     - 1935     MARK NOT FOUND   NGS
 DL0432  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0432  HISTORY     - 19980426 GOOD             USPSQD
 DL0432
 DL0432                          STATION DESCRIPTION
 DL0432
 DL0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0432'1.5 MI NE FROM GURDON.
 DL0432'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 67 FROM GURDON, CLARK COUNTY,
 DL0432'AT POLE 425+10 ON THE MISSOURI PACIFIC RAILROAD, 16 FEET SOUTH OF THE
 DL0432'CENTERLINE OF THE TRACK, AND IN THE CENTERLINE OF THE EAST CONCRETE
 DL0432'HEADWALL OF A 24-INCH HIGHWAY CULVERT.  A STANDARD MONEL-METAL RIVET.
 DL0432
 DL0432                          STATION RECOVERY (1964)
 DL0432
 DL0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0432'MARK NOT FOUND.
 DL0432
 DL0432                          STATION RECOVERY (1998)
 DL0432
 DL0432'RECOVERY NOTE BY US POWER SQUADRON 1998
 DL0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0434 ***********************************************************************
 DL0434  DESIGNATION -  RV 524
 DL0434  PID         -  DL0434
 DL0434  STATE/COUNTY-  AR/CLARK
 DL0434  USGS QUAD   -  GURDON (1970)
 DL0434
 DL0434                         *CURRENT SURVEY CONTROL
 DL0434  ___________________________________________________________________
 DL0434* NAD 83(1986)-  33 57 06.     (N)    093 12 13.     (W)     SCALED    
 DL0434* NAVD 88     -        70.749  (meters)     232.12   (feet)  ADJUSTED  
 DL0434  ___________________________________________________________________
 DL0434  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DL0434  DYNAMIC HT  -          70.678 (meters)     231.88  (feet)  COMP
 DL0434  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 DL0434
 DL0434  VERT ORDER  -  SECOND    CLASS 0
 DL0434
 DL0434.The horizontal coordinates were scaled from a topographic map and have
 DL0434.an estimated accuracy of +/- 6 seconds.
 DL0434
 DL0434.The orthometric height was determined by differential leveling
 DL0434.and adjusted by the National Geodetic Survey in June 1991..
 DL0434
 DL0434.The geoid height was determined by GEOID03.
 DL0434
 DL0434.The dynamic height is computed by dividing the NAVD 88
 DL0434.geopotential number by the normal gravity value computed on the
 DL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0434.degrees latitude (g = 980.6199 gals.).
 DL0434
 DL0434.The modeled gravity was interpolated from observed gravity values.
 DL0434
 DL0434;                    North         East    Units  Estimated Accuracy
 DL0434;SPC AR S     -   543,180.      288,750.      MT  (+/- 180 meters Scaled)
 DL0434
 DL0434                          SUPERSEDED SURVEY CONTROL
 DL0434
 DL0434  NGVD 29 (??/??/92)   70.754  (m)          232.13   (f) ADJ UNCH    2 0
 DL0434
 DL0434.Superseded values are not recommended for survey control.
 DL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0434.See file dsdata.txt to determine how the superseded data were derived.
 DL0434
 DL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT811568(NAD 83)
 DL0434_MARKER: R = RIVET
 DL0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0434_SP_SET: CULVERT
 DL0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0434
 DL0434  HISTORY     - Date     Condition        Report By
 DL0434  HISTORY     - UNK      MONUMENTED       MPRR
 DL0434  HISTORY     - 1934     GOOD             NGS
 DL0434  HISTORY     - 1964     GOOD             NGS
 DL0434
 DL0434                          STATION DESCRIPTION
 DL0434
 DL0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0434'4.7 MI NW FROM GURDON.
 DL0434'4.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM GURDON,
 DL0434'CLARK COUNTY, AT POLE 428+31, AND IN THE CENTERLINE OF THE SOUTH
 DL0434'HEADWALL OF A DOUBLE 4- BY 5-FOOT CONCRETE CULVERT.  A STANDARD
 DL0434'MONEL-METAL RIVET.  NOTE-- MARK IS ABOUT 1.6 MILES SOUTHEAST OF THE
 DL0434'OLD SUMMIT SIDING AND ABOUT 14 1/2 POLES SOUTHEAST OF MILEPOST 432.
 DL0434
 DL0434                          STATION RECOVERY (1964)
 DL0434
 DL0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0435 ***********************************************************************
 DL0435  DESIGNATION -  RV 525
 DL0435  PID         -  DL0435
 DL0435  STATE/COUNTY-  AR/CLARK
 DL0435  USGS QUAD   -  GURDON (1970)
 DL0435
 DL0435                         *CURRENT SURVEY CONTROL
 DL0435  ___________________________________________________________________
 DL0435* NAD 83(1986)-  33 57 04.     (N)    093 13 12.     (W)     SCALED    
 DL0435* NAVD 88     -        88.656  (meters)     290.87   (feet)  ADJUSTED  
 DL0435  ___________________________________________________________________
 DL0435  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL0435  DYNAMIC HT  -          88.566 (meters)     290.57  (feet)  COMP
 DL0435  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 DL0435
 DL0435  VERT ORDER  -  SECOND    CLASS 0
 DL0435
 DL0435.The horizontal coordinates were scaled from a topographic map and have
 DL0435.an estimated accuracy of +/- 6 seconds.
 DL0435
 DL0435.The orthometric height was determined by differential leveling
 DL0435.and adjusted by the National Geodetic Survey in June 1991..
 DL0435
 DL0435.The geoid height was determined by GEOID03.
 DL0435
 DL0435.The dynamic height is computed by dividing the NAVD 88
 DL0435.geopotential number by the normal gravity value computed on the
 DL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0435.degrees latitude (g = 980.6199 gals.).
 DL0435
 DL0435.The modeled gravity was interpolated from observed gravity values.
 DL0435
 DL0435;                    North         East    Units  Estimated Accuracy
 DL0435;SPC AR S     -   543,130.      287,240.      MT  (+/- 180 meters Scaled)
 DL0435
 DL0435                          SUPERSEDED SURVEY CONTROL
 DL0435
 DL0435  NGVD 29 (??/??/92)   88.657  (m)          290.87   (f) ADJ UNCH    2 0
 DL0435
 DL0435.Superseded values are not recommended for survey control.
 DL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0435.See file dsdata.txt to determine how the superseded data were derived.
 DL0435
 DL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT796567(NAD 83)
 DL0435_MARKER: R = RIVET
 DL0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0435_SP_SET: CULVERT
 DL0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0435
 DL0435  HISTORY     - Date     Condition        Report By
 DL0435  HISTORY     - UNK      MONUMENTED       MPRR
 DL0435  HISTORY     - 1934     GOOD             NGS
 DL0435  HISTORY     - 1964     GOOD             NGS
 DL0435
 DL0435                          STATION DESCRIPTION
 DL0435
 DL0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0435'5.7 MI NW FROM GURDON.
 DL0435'5.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM GURDON,
 DL0435'CLARK COUNTY, AT POLE 429+29, AND IN THE CENTERLINE OF THE SOUTH
 DL0435'HEADWALL OF A 3- BY 5-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL
 DL0435'RIVET.  NOTE-- ABOUT 0.6 MI SE OF THE OLD SUMMIT SIDING, ABOUT 16
 DL0435'POLES SE OF MILEPOST 433.
 DL0435
 DL0435                          STATION RECOVERY (1964)
 DL0435
 DL0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0436 ***********************************************************************
 DL0436  DESIGNATION -  RV 526
 DL0436  PID         -  DL0436
 DL0436  STATE/COUNTY-  AR/CLARK
 DL0436  USGS QUAD   -  GURDON (1970)
 DL0436
 DL0436                         *CURRENT SURVEY CONTROL
 DL0436  ___________________________________________________________________
 DL0436* NAD 83(1986)-  33 57 02.     (N)    093 14 00.     (W)     SCALED    
 DL0436* NAVD 88     -        95.675  (meters)     313.89   (feet)  ADJUSTED  
 DL0436  ___________________________________________________________________
 DL0436  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DL0436  DYNAMIC HT  -          95.579 (meters)     313.58  (feet)  COMP
 DL0436  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 DL0436
 DL0436  VERT ORDER  -  SECOND    CLASS 0
 DL0436
 DL0436.The horizontal coordinates were scaled from a topographic map and have
 DL0436.an estimated accuracy of +/- 6 seconds.
 DL0436
 DL0436.The orthometric height was determined by differential leveling
 DL0436.and adjusted by the National Geodetic Survey in June 1991..
 DL0436
 DL0436.The geoid height was determined by GEOID03.
 DL0436
 DL0436.The dynamic height is computed by dividing the NAVD 88
 DL0436.geopotential number by the normal gravity value computed on the
 DL0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0436.degrees latitude (g = 980.6199 gals.).
 DL0436
 DL0436.The modeled gravity was interpolated from observed gravity values.
 DL0436
 DL0436;                    North         East    Units  Estimated Accuracy
 DL0436;SPC AR S     -   543,090.      286,010.      MT  (+/- 180 meters Scaled)
 DL0436
 DL0436                          SUPERSEDED SURVEY CONTROL
 DL0436
 DL0436  NGVD 29 (??/??/92)   95.676  (m)          313.90   (f) ADJ UNCH    2 0
 DL0436
 DL0436.Superseded values are not recommended for survey control.
 DL0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0436.See file dsdata.txt to determine how the superseded data were derived.
 DL0436
 DL0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT784566(NAD 83)
 DL0436_MARKER: R = RIVET
 DL0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0436_SP_SET: CULVERT
 DL0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0436
 DL0436  HISTORY     - Date     Condition        Report By
 DL0436  HISTORY     - UNK      MONUMENTED       MPRR
 DL0436  HISTORY     - 1934     GOOD             NGS
 DL0436  HISTORY     - 1964     GOOD             NGS
 DL0436
 DL0436                          STATION DESCRIPTION
 DL0436
 DL0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0436'3.3 MI E FROM BURTSELL.
 DL0436'3.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DL0436'BURTSELL, AT POLE 430+21, AND IN THE CENTERLINE OF THE SOUTH HEADWALL
 DL0436'OF A 2- BY 3-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 DL0436'NOTE-- MARK IS ABOUT 0.15 MI NW OF THE OLD SUMMIT SIDING, AT A PUBLIC
 DL0436'ROAD CROSSING AND ABOUT 50 FT SE OF THE CENTER OF THE CROSSING.
 DL0436
 DL0436                          STATION RECOVERY (1964)
 DL0436
 DL0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0439 ***********************************************************************
 DL0439  DESIGNATION -  RV 528
 DL0439  PID         -  DL0439
 DL0439  STATE/COUNTY-  AR/CLARK
 DL0439  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL0439
 DL0439                         *CURRENT SURVEY CONTROL
 DL0439  ___________________________________________________________________
 DL0439* NAD 83(1986)-  33 57 14.     (N)    093 16 54.     (W)     SCALED    
 DL0439* NAVD 88     -        78.509  (meters)     257.57   (feet)  ADJUSTED  
 DL0439  ___________________________________________________________________
 DL0439  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL0439  DYNAMIC HT  -          78.429 (meters)     257.31  (feet)  COMP
 DL0439  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 DL0439
 DL0439  VERT ORDER  -  SECOND    CLASS 0
 DL0439
 DL0439.The horizontal coordinates were scaled from a topographic map and have
 DL0439.an estimated accuracy of +/- 6 seconds.
 DL0439
 DL0439.The orthometric height was determined by differential leveling
 DL0439.and adjusted by the National Geodetic Survey in June 1991..
 DL0439
 DL0439.The geoid height was determined by GEOID03.
 DL0439
 DL0439.The dynamic height is computed by dividing the NAVD 88
 DL0439.geopotential number by the normal gravity value computed on the
 DL0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0439.degrees latitude (g = 980.6199 gals.).
 DL0439
 DL0439.The modeled gravity was interpolated from observed gravity values.
 DL0439
 DL0439;                    North         East    Units  Estimated Accuracy
 DL0439;SPC AR S     -   543,510.      281,540.      MT  (+/- 180 meters Scaled)
 DL0439
 DL0439                          SUPERSEDED SURVEY CONTROL
 DL0439
 DL0439  NGVD 29 (??/??/92)   78.509  (m)          257.57   (f) ADJ UNCH    2 0
 DL0439
 DL0439.Superseded values are not recommended for survey control.
 DL0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0439.See file dsdata.txt to determine how the superseded data were derived.
 DL0439
 DL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT739570(NAD 83)
 DL0439_MARKER: R = RIVET
 DL0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0439_SP_SET: CULVERT
 DL0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0439
 DL0439  HISTORY     - Date     Condition        Report By
 DL0439  HISTORY     - UNK      MONUMENTED       MPRR
 DL0439  HISTORY     - 1934     POOR             NGS
 DL0439  HISTORY     - 1964     POOR             NGS
 DL0439
 DL0439                          STATION DESCRIPTION
 DL0439
 DL0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0439'0.5 MI E FROM BURTSELL.
 DL0439'0.5 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DL0439'BURTSELL, CLARK COUNTY, AT POLE 433+17, AND IN THE CENTERLINE OF THE
 DL0439'SOUTH HEADWALL OF A 4- BY 6-FOOT CONCRETE CULVERT.  A STANDARD
 DL0439'MONEL-METAL RIVET.
 DL0439
 DL0439                          STATION RECOVERY (1964)
 DL0439
 DL0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0439'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0441 ***********************************************************************
 DL0441  DESIGNATION -  RV 529
 DL0441  PID         -  DL0441
 DL0441  STATE/COUNTY-  AR/CLARK
 DL0441  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL0441
 DL0441                         *CURRENT SURVEY CONTROL
 DL0441  ___________________________________________________________________
 DL0441* NAD 83(1986)-  33 57 17.     (N)    093 17 25.     (W)     SCALED    
 DL0441* NAVD 88     -        80.296  (meters)     263.44   (feet)  ADJUSTED  
 DL0441  ___________________________________________________________________
 DL0441  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DL0441  DYNAMIC HT  -          80.214 (meters)     263.17  (feet)  COMP
 DL0441  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 DL0441
 DL0441  VERT ORDER  -  SECOND    CLASS 0
 DL0441
 DL0441.The horizontal coordinates were scaled from a topographic map and have
 DL0441.an estimated accuracy of +/- 6 seconds.
 DL0441
 DL0441.The orthometric height was determined by differential leveling
 DL0441.and adjusted by the National Geodetic Survey in June 1991..
 DL0441
 DL0441.The geoid height was determined by GEOID03.
 DL0441
 DL0441.The dynamic height is computed by dividing the NAVD 88
 DL0441.geopotential number by the normal gravity value computed on the
 DL0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0441.degrees latitude (g = 980.6199 gals.).
 DL0441
 DL0441.The modeled gravity was interpolated from observed gravity values.
 DL0441
 DL0441;                    North         East    Units  Estimated Accuracy
 DL0441;SPC AR S     -   543,610.      280,750.      MT  (+/- 180 meters Scaled)
 DL0441
 DL0441                          SUPERSEDED SURVEY CONTROL
 DL0441
 DL0441  NGVD 29 (??/??/92)   80.296  (m)          263.44   (f) ADJ UNCH    2 0
 DL0441
 DL0441.Superseded values are not recommended for survey control.
 DL0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0441.See file dsdata.txt to determine how the superseded data were derived.
 DL0441
 DL0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT731571(NAD 83)
 DL0441_MARKER: R = RIVET
 DL0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0441_SP_SET: CULVERT
 DL0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0441
 DL0441  HISTORY     - Date     Condition        Report By
 DL0441  HISTORY     - UNK      MONUMENTED       MPRR
 DL0441  HISTORY     - 1934     GOOD             NGS
 DL0441  HISTORY     - 1964     GOOD             NGS
 DL0441
 DL0441                          STATION DESCRIPTION
 DL0441
 DL0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0441'IN BURTSELL.
 DL0441'AT BURTSELL, CLARK COUNTY, ON THE MISSOURI PACIFIC RAILROAD, AT POLE
 DL0441'433+34, AND IN THE CENTERLINE OF THE SOUTH HEADWALL OF A DOUBLE 5- BY
 DL0441'6-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 DL0441
 DL0441                          STATION RECOVERY (1964)
 DL0441
 DL0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0973 ***********************************************************************
 FF0973  DESIGNATION -  RV 53
 FF0973  PID         -  FF0973
 FF0973  STATE/COUNTY-  AR/JACKSON
 FF0973  USGS QUAD   -  TUCKERMAN (1981)
 FF0973
 FF0973                         *CURRENT SURVEY CONTROL
 FF0973  ___________________________________________________________________
 FF0973* NAD 83(1986)-  35 40 43.     (N)    091 14 00.     (W)     SCALED    
 FF0973* NAVD 88     -        71.085  (meters)     233.22   (feet)  ADJUSTED  
 FF0973  ___________________________________________________________________
 FF0973  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF0973  DYNAMIC HT  -          71.024 (meters)     233.02  (feet)  COMP
 FF0973  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 FF0973
 FF0973  VERT ORDER  -  FIRST     CLASS II
 FF0973
 FF0973.The horizontal coordinates were scaled from a topographic map and have
 FF0973.an estimated accuracy of +/- 6 seconds.
 FF0973
 FF0973.The orthometric height was determined by differential leveling
 FF0973.and adjusted by the National Geodetic Survey in June 1991..
 FF0973
 FF0973.The geoid height was determined by GEOID03.
 FF0973
 FF0973.The dynamic height is computed by dividing the NAVD 88
 FF0973.geopotential number by the normal gravity value computed on the
 FF0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0973.degrees latitude (g = 980.6199 gals.).
 FF0973
 FF0973.The modeled gravity was interpolated from observed gravity values.
 FF0973
 FF0973;                    North         East    Units  Estimated Accuracy
 FF0973;SPC AR N     -   149,520.      469,400.      MT  (+/- 180 meters Scaled)
 FF0973
 FF0973                          SUPERSEDED SURVEY CONTROL
 FF0973
 FF0973  NGVD 29 (??/??/??)   71.017  (m)          232.99   (f) ADJUSTED    1 2
 FF0973
 FF0973.Superseded values are not recommended for survey control.
 FF0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0973.See file dsdata.txt to determine how the superseded data were derived.
 FF0973
 FF0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV598497(NAD 83)
 FF0973_MARKER: R = RIVET
 FF0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0973+STABILITY: SURFACE MOTION
 FF0973
 FF0973  HISTORY     - Date     Condition        Report By
 FF0973  HISTORY     - UNK      MONUMENTED       MPRR
 FF0973  HISTORY     - 1931     GOOD             CGS
 FF0973  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF0973
 FF0973                          STATION DESCRIPTION
 FF0973
 FF0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0973'3.5 MI NE FROM DIAZ.
 FF0973'ABOUT 3-1/2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0973'FROM DIAZ, JACKSON COUNTY, AT POLE 225+36, AND IN THE SOUTHEAST
 FF0973'CORNER OF THE CONCRETE FOUNDATION OF A BATTERY FEED.  A STANDARD
 FF0973'MONEL-METAL RIVET.
 FF0973
 FF0973                          STATION RECOVERY (1964)
 FF0973
 FF0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0442 ***********************************************************************
 DL0442  DESIGNATION -  RV 530
 DL0442  PID         -  DL0442
 DL0442  STATE/COUNTY-  AR/CLARK
 DL0442  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL0442
 DL0442                         *CURRENT SURVEY CONTROL
 DL0442  ___________________________________________________________________
 DL0442* NAD 83(1986)-  33 57 41.     (N)    093 18 40.     (W)     SCALED    
 DL0442* NAVD 88     -        86.274  (meters)     283.05   (feet)  ADJUSTED  
 DL0442  ___________________________________________________________________
 DL0442  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DL0442  DYNAMIC HT  -          86.186 (meters)     282.76  (feet)  COMP
 DL0442  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DL0442
 DL0442  VERT ORDER  -  SECOND    CLASS 0
 DL0442
 DL0442.The horizontal coordinates were scaled from a topographic map and have
 DL0442.an estimated accuracy of +/- 6 seconds.
 DL0442
 DL0442.The orthometric height was determined by differential leveling
 DL0442.and adjusted by the National Geodetic Survey in June 1991..
 DL0442
 DL0442.The geoid height was determined by GEOID03.
 DL0442
 DL0442.The dynamic height is computed by dividing the NAVD 88
 DL0442.geopotential number by the normal gravity value computed on the
 DL0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0442.degrees latitude (g = 980.6199 gals.).
 DL0442
 DL0442.The modeled gravity was interpolated from observed gravity values.
 DL0442
 DL0442;                    North         East    Units  Estimated Accuracy
 DL0442;SPC AR S     -   544,380.      278,830.      MT  (+/- 180 meters Scaled)
 DL0442
 DL0442                          SUPERSEDED SURVEY CONTROL
 DL0442
 DL0442  NGVD 29 (??/??/92)   86.272  (m)          283.04   (f) ADJ UNCH    2 0
 DL0442
 DL0442.Superseded values are not recommended for survey control.
 DL0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0442.See file dsdata.txt to determine how the superseded data were derived.
 DL0442
 DL0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT712579(NAD 83)
 DL0442_MARKER: R = RIVET
 DL0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0442_SP_SET: CULVERT
 DL0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0442
 DL0442  HISTORY     - Date     Condition        Report By
 DL0442  HISTORY     - UNK      MONUMENTED       MPRR
 DL0442  HISTORY     - 1934     POOR             NGS
 DL0442  HISTORY     - 1964     POOR             NGS
 DL0442
 DL0442                          STATION DESCRIPTION
 DL0442
 DL0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0442'1.4 MI NW FROM BURTSELL.
 DL0442'1.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0442'STATION AT BURTSELL, CLARK COUNTY, AT POLE 435+12, AND IN THE
 DL0442'CENTERLINE OF THE SOUTH HEADWALL OF A 3-1/2- BY 4-FOOT CONCRETE
 DL0442'CULVERT.  A STANDARD MONEL-METAL RIVET.  NOTE-- CULVERT IS NEAR
 DL0442'MILEPOST 438+1.  THE NUMBERS OF THE MILEPOSTS HAVE BEEN CHANGED. SOME
 DL0442'OF THE RIVET WAS EXPOSED AND THE RIVET APPEARED TO BE SLIGHTLY BENT.
 DL0442
 DL0442                          STATION RECOVERY (1964)
 DL0442
 DL0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0442'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0443 ***********************************************************************
 DL0443  DESIGNATION -  RV 531
 DL0443  PID         -  DL0443
 DL0443  STATE/COUNTY-  AR/CLARK
 DL0443  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL0443
 DL0443                         *CURRENT SURVEY CONTROL
 DL0443  ___________________________________________________________________
 DL0443* NAD 83(1986)-  33 57 57.     (N)    093 18 53.     (W)     SCALED    
 DL0443* NAVD 88     -        86.750  (meters)     284.61   (feet)  ADJUSTED  
 DL0443  ___________________________________________________________________
 DL0443  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DL0443  DYNAMIC HT  -          86.662 (meters)     284.32  (feet)  COMP
 DL0443  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 DL0443
 DL0443  VERT ORDER  -  SECOND    CLASS 0
 DL0443
 DL0443.The horizontal coordinates were scaled from a topographic map and have
 DL0443.an estimated accuracy of +/- 6 seconds.
 DL0443
 DL0443.The orthometric height was determined by differential leveling
 DL0443.and adjusted by the National Geodetic Survey in June 1991..
 DL0443
 DL0443.The geoid height was determined by GEOID03.
 DL0443
 DL0443.The dynamic height is computed by dividing the NAVD 88
 DL0443.geopotential number by the normal gravity value computed on the
 DL0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0443.degrees latitude (g = 980.6199 gals.).
 DL0443
 DL0443.The modeled gravity was interpolated from observed gravity values.
 DL0443
 DL0443;                    North         East    Units  Estimated Accuracy
 DL0443;SPC AR S     -   544,870.      278,500.      MT  (+/- 180 meters Scaled)
 DL0443
 DL0443                          SUPERSEDED SURVEY CONTROL
 DL0443
 DL0443  NGVD 29 (??/??/92)   86.748  (m)          284.61   (f) ADJ UNCH    2 0
 DL0443
 DL0443.Superseded values are not recommended for survey control.
 DL0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0443.See file dsdata.txt to determine how the superseded data were derived.
 DL0443
 DL0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT709584(NAD 83)
 DL0443_MARKER: R = RIVET
 DL0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0443_SP_SET: CULVERT
 DL0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0443
 DL0443  HISTORY     - Date     Condition        Report By
 DL0443  HISTORY     - UNK      MONUMENTED       MPRR
 DL0443  HISTORY     - 1934     POOR             NGS
 DL0443  HISTORY     - 1964     POOR             NGS
 DL0443
 DL0443                          STATION DESCRIPTION
 DL0443
 DL0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0443'1.7 MI NW FROM BURTSELL.
 DL0443'1.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0443'STATION AT BURTSELL, CLARK COUNTY, AT POLE 435+25, AND IN THE
 DL0443'CENTERLINE OF THE SOUTH HEADWALL OF A 2-1/2- BY 4-FOOT CONCRETE
 DL0443'CULVERT.  A STANDARD MONEL-METAL RIVET.  NOTE-- MARK IS NEAR MILEPOST
 DL0443'438+14.  THE RIVET IS EXCESSIVELY EXPOSED.
 DL0443
 DL0443                          STATION RECOVERY (1964)
 DL0443
 DL0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0443'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0444 ***********************************************************************
 DL0444  DESIGNATION -  RV 532
 DL0444  PID         -  DL0444
 DL0444  STATE/COUNTY-  AR/CLARK
 DL0444  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL0444
 DL0444                         *CURRENT SURVEY CONTROL
 DL0444  ___________________________________________________________________
 DL0444* NAD 83(1986)-  33 58 25.     (N)    093 19 41.     (W)     SCALED    
 DL0444* NAVD 88     -        95.558  (meters)     313.51   (feet)  ADJUSTED  
 DL0444  ___________________________________________________________________
 DL0444  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL0444  DYNAMIC HT  -          95.461 (meters)     313.19  (feet)  COMP
 DL0444  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 DL0444
 DL0444  VERT ORDER  -  SECOND    CLASS 0
 DL0444
 DL0444.The horizontal coordinates were scaled from a topographic map and have
 DL0444.an estimated accuracy of +/- 6 seconds.
 DL0444
 DL0444.The orthometric height was determined by differential leveling
 DL0444.and adjusted by the National Geodetic Survey in June 1991..
 DL0444
 DL0444.The geoid height was determined by GEOID03.
 DL0444
 DL0444.The dynamic height is computed by dividing the NAVD 88
 DL0444.geopotential number by the normal gravity value computed on the
 DL0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0444.degrees latitude (g = 980.6199 gals.).
 DL0444
 DL0444.The modeled gravity was interpolated from observed gravity values.
 DL0444
 DL0444;                    North         East    Units  Estimated Accuracy
 DL0444;SPC AR S     -   545,750.      277,280.      MT  (+/- 180 meters Scaled)
 DL0444
 DL0444                          SUPERSEDED SURVEY CONTROL
 DL0444
 DL0444  NGVD 29 (??/??/92)   95.555  (m)          313.50   (f) ADJ UNCH    2 0
 DL0444
 DL0444.Superseded values are not recommended for survey control.
 DL0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0444.See file dsdata.txt to determine how the superseded data were derived.
 DL0444
 DL0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT696592(NAD 83)
 DL0444_MARKER: R = RIVET
 DL0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0444_SP_SET: CULVERT
 DL0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0444
 DL0444  HISTORY     - Date     Condition        Report By
 DL0444  HISTORY     - UNK      MONUMENTED       MPRR
 DL0444  HISTORY     - 1934     GOOD             NGS
 DL0444  HISTORY     - 1964     GOOD             NGS
 DL0444
 DL0444                          STATION DESCRIPTION
 DL0444
 DL0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0444'1.7 MI SE FROM OKOLONA.
 DL0444'1.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0444'STATION AT OKOLONA, CLARK COUNTY, AT POLE 436+23, AND IN THE
 DL0444'CENTERLINE OF THE SOUTH HEADWALL OF A 2- BY 3-FOOT CONCRETE CULVERT. A
 DL0444'STANDARD MONEL-METAL RIVET.
 DL0444
 DL0444                          STATION RECOVERY (1964)
 DL0444
 DL0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0445 ***********************************************************************
 DL0445  DESIGNATION -  RV 533
 DL0445  PID         -  DL0445
 DL0445  STATE/COUNTY-  AR/CLARK
 DL0445  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL0445
 DL0445                         *CURRENT SURVEY CONTROL
 DL0445  ___________________________________________________________________
 DL0445* NAD 83(1986)-  33 59 12.     (N)    093 20 10.     (W)     SCALED    
 DL0445* NAVD 88     -       106.420  (meters)     349.15   (feet)  ADJUSTED  
 DL0445  ___________________________________________________________________
 DL0445  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL0445  DYNAMIC HT  -         106.312 (meters)     348.79  (feet)  COMP
 DL0445  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DL0445
 DL0445  VERT ORDER  -  SECOND    CLASS 0
 DL0445
 DL0445.The horizontal coordinates were scaled from a topographic map and have
 DL0445.an estimated accuracy of +/- 6 seconds.
 DL0445
 DL0445.The orthometric height was determined by differential leveling
 DL0445.and adjusted by the National Geodetic Survey in June 1991..
 DL0445
 DL0445.The geoid height was determined by GEOID03.
 DL0445
 DL0445.The dynamic height is computed by dividing the NAVD 88
 DL0445.geopotential number by the normal gravity value computed on the
 DL0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0445.degrees latitude (g = 980.6199 gals.).
 DL0445
 DL0445.The modeled gravity was interpolated from observed gravity values.
 DL0445
 DL0445;                    North         East    Units  Estimated Accuracy
 DL0445;SPC AR S     -   547,210.      276,560.      MT  (+/- 180 meters Scaled)
 DL0445
 DL0445                          SUPERSEDED SURVEY CONTROL
 DL0445
 DL0445  NGVD 29 (??/??/92)  106.415  (m)          349.13   (f) ADJ UNCH    2 0
 DL0445
 DL0445.Superseded values are not recommended for survey control.
 DL0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0445.See file dsdata.txt to determine how the superseded data were derived.
 DL0445
 DL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT689607(NAD 83)
 DL0445_MARKER: R = RIVET
 DL0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0445_SP_SET: CULVERT
 DL0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0445
 DL0445  HISTORY     - Date     Condition        Report By
 DL0445  HISTORY     - UNK      MONUMENTED       MPRR
 DL0445  HISTORY     - 1935     GOOD             NGS
 DL0445  HISTORY     - 1964     GOOD             NGS
 DL0445
 DL0445                          STATION DESCRIPTION
 DL0445
 DL0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0445'0.6 MI SE FROM OKOLONA.
 DL0445'0.6 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0445'STATION AT OKOLONA, CLARK COUNTY, AT POLE 437+26, AND IN THE
 DL0445'CENTERLINE OF THE SOUTH HEADWALL OF A 3- BY 3-1/2-FOOT CONCRETE
 DL0445'CULVERT.  A STANDARD MONEL-METAL RIVET.
 DL0445
 DL0445                          STATION RECOVERY (1964)
 DL0445
 DL0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1199 ***********************************************************************
 DL1199  DESIGNATION -  RV 534
 DL1199  PID         -  DL1199
 DL1199  STATE/COUNTY-  AR/CLARK
 DL1199  USGS QUAD   -  OKOLONA SOUTH (1970)
 DL1199
 DL1199                         *CURRENT SURVEY CONTROL
 DL1199  ___________________________________________________________________
 DL1199* NAD 83(1986)-  33 59 38.     (N)    093 20 19.     (W)     SCALED    
 DL1199* NAVD 88     -       113.204  (meters)     371.40   (feet)  ADJUSTED  
 DL1199  ___________________________________________________________________
 DL1199  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DL1199  DYNAMIC HT  -         113.090 (meters)     371.03  (feet)  COMP
 DL1199  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DL1199
 DL1199  VERT ORDER  -  SECOND    CLASS 0
 DL1199
 DL1199.The horizontal coordinates were scaled from a topographic map and have
 DL1199.an estimated accuracy of +/- 6 seconds.
 DL1199
 DL1199.The orthometric height was determined by differential leveling
 DL1199.and adjusted by the National Geodetic Survey in June 1991..
 DL1199
 DL1199.The geoid height was determined by GEOID03.
 DL1199
 DL1199.The dynamic height is computed by dividing the NAVD 88
 DL1199.geopotential number by the normal gravity value computed on the
 DL1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1199.degrees latitude (g = 980.6199 gals.).
 DL1199
 DL1199.The modeled gravity was interpolated from observed gravity values.
 DL1199
 DL1199;                    North         East    Units  Estimated Accuracy
 DL1199;SPC AR S     -   548,010.      276,340.      MT  (+/- 180 meters Scaled)
 DL1199
 DL1199                          SUPERSEDED SURVEY CONTROL
 DL1199
 DL1199.No superseded survey control is available for this station.
 DL1199
 DL1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT687615(NAD 83)
 DL1199_MARKER: R = RIVET
 DL1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1199_SP_SET: CULVERT
 DL1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1199
 DL1199  HISTORY     - Date     Condition        Report By
 DL1199  HISTORY     - UNK      MONUMENTED       MPRR
 DL1199  HISTORY     - 1935     GOOD             NGS
 DL1199  HISTORY     - 1964     GOOD             NGS
 DL1199
 DL1199                          STATION DESCRIPTION
 DL1199
 DL1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL1199'IN OKOLONA.
 DL1199'AT OKOLONA, CLARK COUNTY, ON THE MISSOURI PACIFIC RAILROAD, AT POLE
 DL1199'438+09, AND IN THE CENTERLINE OF THE SOUTH BELL END OF A 33-INCH
 DL1199'CONCRETE PIPE CULVERT.  A STANDARD MONEL-METAL RIVET.  NOTE-- MARK IS
 DL1199'1 POLE SOUTHEAST OF MILEPOST 441.
 DL1199
 DL1199                          STATION RECOVERY (1964)
 DL1199
 DL1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1234 ***********************************************************************
 EJ1234  DESIGNATION -  RV 535
 EJ1234  PID         -  EJ1234
 EJ1234  STATE/COUNTY-  AR/CLARK
 EJ1234  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1234
 EJ1234                         *CURRENT SURVEY CONTROL
 EJ1234  ___________________________________________________________________
 EJ1234* NAD 83(1986)-  34 00 06.     (N)    093 20 35.     (W)     SCALED    
 EJ1234* NAVD 88     -       117.185  (meters)     384.46   (feet)  ADJUSTED  
 EJ1234  ___________________________________________________________________
 EJ1234  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EJ1234  DYNAMIC HT  -         117.066 (meters)     384.07  (feet)  COMP
 EJ1234  MODELED GRAV-     979,623.2   (mgal)                       NAVD 88
 EJ1234
 EJ1234  VERT ORDER  -  SECOND    CLASS 0
 EJ1234
 EJ1234.The horizontal coordinates were scaled from a topographic map and have
 EJ1234.an estimated accuracy of +/- 6 seconds.
 EJ1234
 EJ1234.The orthometric height was determined by differential leveling
 EJ1234.and adjusted by the National Geodetic Survey in June 1991..
 EJ1234
 EJ1234.The geoid height was determined by GEOID03.
 EJ1234
 EJ1234.The dynamic height is computed by dividing the NAVD 88
 EJ1234.geopotential number by the normal gravity value computed on the
 EJ1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1234.degrees latitude (g = 980.6199 gals.).
 EJ1234
 EJ1234.The modeled gravity was interpolated from observed gravity values.
 EJ1234
 EJ1234;                    North         East    Units  Estimated Accuracy
 EJ1234;SPC AR S     -   548,880.      275,940.      MT  (+/- 180 meters Scaled)
 EJ1234
 EJ1234                          SUPERSEDED SURVEY CONTROL
 EJ1234
 EJ1234  NGVD 29 (??/??/92)  117.186  (m)          384.47   (f) ADJ UNCH    2 0
 EJ1234
 EJ1234.Superseded values are not recommended for survey control.
 EJ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1234.See file dsdata.txt to determine how the superseded data were derived.
 EJ1234
 EJ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT683623(NAD 83)
 EJ1234_MARKER: R = RIVET
 EJ1234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1234_SP_SET: FOUNDATION
 EJ1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1234
 EJ1234  HISTORY     - Date     Condition        Report By
 EJ1234  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1234  HISTORY     - 1935     GOOD             NGS
 EJ1234  HISTORY     - 1964     GOOD             NGS
 EJ1234
 EJ1234                          STATION DESCRIPTION
 EJ1234
 EJ1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1234'0.5 MI NW FROM OKOLONA.
 EJ1234'0.5 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1234'STATION AT OKOLONA, CLARK COUNTY, AT POLE 438+29, WEST OF AN OVERHEAD
 EJ1234'CROSSING, AND IN THE NORTHWEST CONCRETE FOUNDATION OF A LOW CLEARANCE
 EJ1234'ALARM.  A STANDARD MONEL-METAL RIVET.  NOTE-- MARK IS 1 1/2 POLES NW
 EJ1234'OF A WOODEN OVERPASS.
 EJ1234
 EJ1234                          STATION RECOVERY (1964)
 EJ1234
 EJ1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1235 ***********************************************************************
 EJ1235  DESIGNATION -  RV 536
 EJ1235  PID         -  EJ1235
 EJ1235  STATE/COUNTY-  AR/CLARK
 EJ1235  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1235
 EJ1235                         *CURRENT SURVEY CONTROL
 EJ1235  ___________________________________________________________________
 EJ1235* NAD 83(1986)-  34 00 47.     (N)    093 20 49.     (W)     SCALED    
 EJ1235* NAVD 88     -       100.570  (meters)     329.95   (feet)  ADJUSTED  
 EJ1235  ___________________________________________________________________
 EJ1235  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EJ1235  DYNAMIC HT  -         100.468 (meters)     329.62  (feet)  COMP
 EJ1235  MODELED GRAV-     979,624.2   (mgal)                       NAVD 88
 EJ1235
 EJ1235  VERT ORDER  -  SECOND    CLASS 0
 EJ1235
 EJ1235.The horizontal coordinates were scaled from a topographic map and have
 EJ1235.an estimated accuracy of +/- 6 seconds.
 EJ1235
 EJ1235.The orthometric height was determined by differential leveling
 EJ1235.and adjusted by the National Geodetic Survey in June 1991..
 EJ1235
 EJ1235.The geoid height was determined by GEOID03.
 EJ1235
 EJ1235.The dynamic height is computed by dividing the NAVD 88
 EJ1235.geopotential number by the normal gravity value computed on the
 EJ1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1235.degrees latitude (g = 980.6199 gals.).
 EJ1235
 EJ1235.The modeled gravity was interpolated from observed gravity values.
 EJ1235
 EJ1235;                    North         East    Units  Estimated Accuracy
 EJ1235;SPC AR S     -   550,150.      275,600.      MT  (+/- 180 meters Scaled)
 EJ1235
 EJ1235                          SUPERSEDED SURVEY CONTROL
 EJ1235
 EJ1235  NGVD 29 (??/??/92)  100.570  (m)          329.95   (f) ADJ UNCH    2 0
 EJ1235
 EJ1235.Superseded values are not recommended for survey control.
 EJ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1235.See file dsdata.txt to determine how the superseded data were derived.
 EJ1235
 EJ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT679636(NAD 83)
 EJ1235_MARKER: R = RIVET
 EJ1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1235_SP_SET: CULVERT
 EJ1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1235
 EJ1235  HISTORY     - Date     Condition        Report By
 EJ1235  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1235  HISTORY     - 1934     GOOD             NGS
 EJ1235  HISTORY     - 1964     GOOD             NGS
 EJ1235
 EJ1235                          STATION DESCRIPTION
 EJ1235
 EJ1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1235'1.3 MI NW FROM OKOLONA.
 EJ1235'1.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1235'STATION AT OKOLONA, CLARK COUNTY, AT POLE 439+22, AND IN THE
 EJ1235'CENTERLINE OF THE SOUTH HEADWALL OF A 3- BY 3-FOOT CONCRETE CULVERT. A
 EJ1235'STANDARD MONEL-METAL RIVET.  NOTE-- MARK IS ABOUT 12 POLES NORTH OF
 EJ1235'MILEPOST 442 AND 9 POLES NORTH OF A ROAD CROSSING.
 EJ1235
 EJ1235                          STATION RECOVERY (1964)
 EJ1235
 EJ1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1238 ***********************************************************************
 EJ1238  DESIGNATION -  RV 538
 EJ1238  PID         -  EJ1238
 EJ1238  STATE/COUNTY-  AR/CLARK
 EJ1238  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1238
 EJ1238                         *CURRENT SURVEY CONTROL
 EJ1238  ___________________________________________________________________
 EJ1238* NAD 83(1986)-  34 01 46.     (N)    093 22 07.     (W)     SCALED    
 EJ1238* NAVD 88     -        93.575  (meters)     307.00   (feet)  ADJUSTED  
 EJ1238  ___________________________________________________________________
 EJ1238  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EJ1238  DYNAMIC HT  -          93.481 (meters)     306.70  (feet)  COMP
 EJ1238  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 EJ1238
 EJ1238  VERT ORDER  -  SECOND    CLASS 0
 EJ1238
 EJ1238.The horizontal coordinates were scaled from a topographic map and have
 EJ1238.an estimated accuracy of +/- 6 seconds.
 EJ1238
 EJ1238.The orthometric height was determined by differential leveling
 EJ1238.and adjusted by the National Geodetic Survey in June 1991..
 EJ1238
 EJ1238.The geoid height was determined by GEOID03.
 EJ1238
 EJ1238.The dynamic height is computed by dividing the NAVD 88
 EJ1238.geopotential number by the normal gravity value computed on the
 EJ1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1238.degrees latitude (g = 980.6199 gals.).
 EJ1238
 EJ1238.The modeled gravity was interpolated from observed gravity values.
 EJ1238
 EJ1238;                    North         East    Units  Estimated Accuracy
 EJ1238;SPC AR S     -   551,990.      273,620.      MT  (+/- 180 meters Scaled)
 EJ1238
 EJ1238                          SUPERSEDED SURVEY CONTROL
 EJ1238
 EJ1238  NGVD 29 (??/??/92)   93.576  (m)          307.01   (f) ADJ UNCH    2 0
 EJ1238
 EJ1238.Superseded values are not recommended for survey control.
 EJ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1238.See file dsdata.txt to determine how the superseded data were derived.
 EJ1238
 EJ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT659654(NAD 83)
 EJ1238_MARKER: R = RIVET
 EJ1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1238_SP_SET: CULVERT
 EJ1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1238
 EJ1238  HISTORY     - Date     Condition        Report By
 EJ1238  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1238  HISTORY     - 1934     GOOD             NGS
 EJ1238  HISTORY     - 1964     GOOD             NGS
 EJ1238
 EJ1238                          STATION DESCRIPTION
 EJ1238
 EJ1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1238'3.1 MI NW FROM OKOLONA.
 EJ1238'3.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1238'STATION AT OKOLONA, CLARK COUNTY, AT POLE 441+16, AND IN THE
 EJ1238'CENTERLINE OF THE SOUTH HEADWALL OF A 4- BY 4-FOOT CONCRETE CULVERT. A
 EJ1238'STANDARD MONEL-METAL RIVET.  NOTE-- MARK IS ABOUT 6 POLES WEST OF
 EJ1238'MILEPOST 444.
 EJ1238
 EJ1238                          STATION RECOVERY (1964)
 EJ1238
 EJ1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1239 ***********************************************************************
 EJ1239  DESIGNATION -  RV 539
 EJ1239  PID         -  EJ1239
 EJ1239  STATE/COUNTY-  AR/CLARK
 EJ1239  USGS QUAD   -  ANTOINE (1975)
 EJ1239
 EJ1239                         *CURRENT SURVEY CONTROL
 EJ1239  ___________________________________________________________________
 EJ1239* NAD 83(1986)-  34 01 49.     (N)    093 22 43.     (W)     SCALED    
 EJ1239* NAVD 88     -        86.229  (meters)     282.90   (feet)  ADJUSTED  
 EJ1239  ___________________________________________________________________
 EJ1239  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EJ1239  DYNAMIC HT  -          86.142 (meters)     282.62  (feet)  COMP
 EJ1239  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 EJ1239
 EJ1239  VERT ORDER  -  SECOND    CLASS 0
 EJ1239
 EJ1239.The horizontal coordinates were scaled from a topographic map and have
 EJ1239.an estimated accuracy of +/- 6 seconds.
 EJ1239
 EJ1239.The orthometric height was determined by differential leveling
 EJ1239.and adjusted by the National Geodetic Survey in June 1991..
 EJ1239
 EJ1239.The geoid height was determined by GEOID03.
 EJ1239
 EJ1239.The dynamic height is computed by dividing the NAVD 88
 EJ1239.geopotential number by the normal gravity value computed on the
 EJ1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1239.degrees latitude (g = 980.6199 gals.).
 EJ1239
 EJ1239.The modeled gravity was interpolated from observed gravity values.
 EJ1239
 EJ1239;                    North         East    Units  Estimated Accuracy
 EJ1239;SPC AR S     -   552,100.      272,700.      MT  (+/- 180 meters Scaled)
 EJ1239
 EJ1239                          SUPERSEDED SURVEY CONTROL
 EJ1239
 EJ1239  NGVD 29 (??/??/92)   86.232  (m)          282.91   (f) ADJ UNCH    2 0
 EJ1239
 EJ1239.Superseded values are not recommended for survey control.
 EJ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1239.See file dsdata.txt to determine how the superseded data were derived.
 EJ1239
 EJ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT650655(NAD 83)
 EJ1239_MARKER: R = RIVET
 EJ1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1239_SP_SET: CULVERT
 EJ1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1239
 EJ1239  HISTORY     - Date     Condition        Report By
 EJ1239  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1239  HISTORY     - 1934     GOOD             NGS
 EJ1239  HISTORY     - 1964     GOOD             NGS
 EJ1239
 EJ1239                          STATION DESCRIPTION
 EJ1239
 EJ1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1239'2.2 MI SE FROM PIKE CITY JUNCTION.
 EJ1239'2.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM PIKE CITY
 EJ1239'JUNCTION, CLARK COUNTY, AT POLE 442+02, AND IN THE CENTERLINE OF THE
 EJ1239'SOUTH HEADWALL OF A 3- BY 3-FOOT CONCRETE CULVERT.  A STANDARD
 EJ1239'MONEL-METAL RIVET.  NOTE-- MARK IS ABOUT 7 POLES EAST OF MILEPOST 445.
 EJ1239
 EJ1239                          STATION RECOVERY (1964)
 EJ1239
 EJ1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0974 ***********************************************************************
 FF0974  DESIGNATION -  RV 54
 FF0974  PID         -  FF0974
 FF0974  STATE/COUNTY-  AR/JACKSON
 FF0974  USGS QUAD   -  TUCKERMAN (1981)
 FF0974
 FF0974                         *CURRENT SURVEY CONTROL
 FF0974  ___________________________________________________________________
 FF0974* NAD 83(1986)-  35 41 04.     (N)    091 13 45.     (W)     SCALED    
 FF0974* NAVD 88     -        70.947  (meters)     232.77   (feet)  ADJUSTED  
 FF0974  ___________________________________________________________________
 FF0974  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF0974  DYNAMIC HT  -          70.886 (meters)     232.57  (feet)  COMP
 FF0974  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 FF0974
 FF0974  VERT ORDER  -  FIRST     CLASS II
 FF0974
 FF0974.The horizontal coordinates were scaled from a topographic map and have
 FF0974.an estimated accuracy of +/- 6 seconds.
 FF0974
 FF0974.The orthometric height was determined by differential leveling
 FF0974.and adjusted by the National Geodetic Survey in June 1991..
 FF0974
 FF0974.The geoid height was determined by GEOID03.
 FF0974
 FF0974.The dynamic height is computed by dividing the NAVD 88
 FF0974.geopotential number by the normal gravity value computed on the
 FF0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0974.degrees latitude (g = 980.6199 gals.).
 FF0974
 FF0974.The modeled gravity was interpolated from observed gravity values.
 FF0974
 FF0974;                    North         East    Units  Estimated Accuracy
 FF0974;SPC AR N     -   150,170.      469,770.      MT  (+/- 180 meters Scaled)
 FF0974
 FF0974                          SUPERSEDED SURVEY CONTROL
 FF0974
 FF0974  NGVD 29 (??/??/??)   70.880  (m)          232.55   (f) ADJUSTED    1 2
 FF0974
 FF0974.Superseded values are not recommended for survey control.
 FF0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0974.See file dsdata.txt to determine how the superseded data were derived.
 FF0974
 FF0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV602503(NAD 83)
 FF0974_MARKER: R = RIVET
 FF0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0974_SP_SET: CULVERT
 FF0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0974
 FF0974  HISTORY     - Date     Condition        Report By
 FF0974  HISTORY     - UNK      MONUMENTED       MPRR
 FF0974  HISTORY     - 1931     GOOD             CGS
 FF0974  HISTORY     - 1934     GOOD             CGS
 FF0974  HISTORY     - 20020926 POOR             USACE
 FF0974
 FF0974                          STATION DESCRIPTION
 FF0974
 FF0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0974'3.5 MI SW FROM TUCKERMAN.
 FF0974'ABOUT 3-1/2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0974'FROM TUCKERMAN, JACKSON COUNTY, AT POLE 255+18, OPPOSITE BRIDGE
 FF0974'306, AND IN THE CENTER OF THE EAST HEAD WALL OF A CONCRETE
 FF0974'CULVERT UNDER U.S. HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
 FF0974
 FF0974                          STATION RECOVERY (1934)
 FF0974
 FF0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0974'RECOVERED IN GOOD CONDITION.
 FF0974
 FF0974                          STATION RECOVERY (2002)
 FF0974
 FF0974'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0974'RIVET HAS BEEN BENT OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1240 ***********************************************************************
 EJ1240  DESIGNATION -  RV 540
 EJ1240  PID         -  EJ1240
 EJ1240  STATE/COUNTY-  AR/CLARK
 EJ1240  USGS QUAD   -  ANTOINE (1975)
 EJ1240
 EJ1240                         *CURRENT SURVEY CONTROL
 EJ1240  ___________________________________________________________________
 EJ1240* NAD 83(1986)-  34 01 54.     (N)    093 23 39.     (W)     SCALED    
 EJ1240* NAVD 88     -        83.120  (meters)     272.70   (feet)  ADJUSTED  
 EJ1240  ___________________________________________________________________
 EJ1240  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EJ1240  DYNAMIC HT  -          83.036 (meters)     272.43  (feet)  COMP
 EJ1240  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 EJ1240
 EJ1240  VERT ORDER  -  SECOND    CLASS 0
 EJ1240
 EJ1240.The horizontal coordinates were scaled from a topographic map and have
 EJ1240.an estimated accuracy of +/- 6 seconds.
 EJ1240
 EJ1240.The orthometric height was determined by differential leveling
 EJ1240.and adjusted by the National Geodetic Survey in June 1991..
 EJ1240
 EJ1240.The geoid height was determined by GEOID03.
 EJ1240
 EJ1240.The dynamic height is computed by dividing the NAVD 88
 EJ1240.geopotential number by the normal gravity value computed on the
 EJ1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1240.degrees latitude (g = 980.6199 gals.).
 EJ1240
 EJ1240.The modeled gravity was interpolated from observed gravity values.
 EJ1240
 EJ1240;                    North         East    Units  Estimated Accuracy
 EJ1240;SPC AR S     -   552,270.      271,260.      MT  (+/- 180 meters Scaled)
 EJ1240
 EJ1240                          SUPERSEDED SURVEY CONTROL
 EJ1240
 EJ1240  NGVD 29 (??/??/92)   83.124  (m)          272.72   (f) ADJ UNCH    2 0
 EJ1240
 EJ1240.Superseded values are not recommended for survey control.
 EJ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1240.See file dsdata.txt to determine how the superseded data were derived.
 EJ1240
 EJ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT636657(NAD 83)
 EJ1240_MARKER: R = RIVET
 EJ1240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1240_SP_SET: CULVERT
 EJ1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1240
 EJ1240  HISTORY     - Date     Condition        Report By
 EJ1240  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1240  HISTORY     - 1934     GOOD             NGS
 EJ1240  HISTORY     - 1964     GOOD             NGS
 EJ1240
 EJ1240                          STATION DESCRIPTION
 EJ1240
 EJ1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1240'1.3 MI SE FROM PIKE CITY JUNCTION.
 EJ1240'1.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM PIKE CITY
 EJ1240'JUNCTION, CLARK COUNTY, AT POLE 442+33, AND IN THE CENTERLINE OF THE
 EJ1240'SOUTH HEADWALL OF A 4- BY 7-FOOT CONCRETE CULVERT.  A STANDARD
 EJ1240'MONEL-METAL RIVET.  NOTE-- MARK IS ABOUT 12 1/2 POLES EAST OF MILEPOST
 EJ1240'446.
 EJ1240
 EJ1240                          STATION RECOVERY (1964)
 EJ1240
 EJ1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1242 ***********************************************************************
 EJ1242  DESIGNATION -  RV 541
 EJ1242  PID         -  EJ1242
 EJ1242  STATE/COUNTY-  AR/CLARK
 EJ1242  USGS QUAD   -  ANTOINE (1975)
 EJ1242
 EJ1242                         *CURRENT SURVEY CONTROL
 EJ1242  ___________________________________________________________________
 EJ1242* NAD 83(1986)-  34 02 16.     (N)    093 24 54.     (W)     SCALED    
 EJ1242* NAVD 88     -        81.485  (meters)     267.34   (feet)  ADJUSTED  
 EJ1242  ___________________________________________________________________
 EJ1242  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EJ1242  DYNAMIC HT  -          81.403 (meters)     267.07  (feet)  COMP
 EJ1242  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 EJ1242
 EJ1242  VERT ORDER  -  SECOND    CLASS 0
 EJ1242
 EJ1242.The horizontal coordinates were scaled from a topographic map and have
 EJ1242.an estimated accuracy of +/- 6 seconds.
 EJ1242
 EJ1242.The orthometric height was determined by differential leveling
 EJ1242.and adjusted by the National Geodetic Survey in June 1991..
 EJ1242
 EJ1242.The geoid height was determined by GEOID03.
 EJ1242
 EJ1242.The dynamic height is computed by dividing the NAVD 88
 EJ1242.geopotential number by the normal gravity value computed on the
 EJ1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1242.degrees latitude (g = 980.6199 gals.).
 EJ1242
 EJ1242.The modeled gravity was interpolated from observed gravity values.
 EJ1242
 EJ1242;                    North         East    Units  Estimated Accuracy
 EJ1242;SPC AR S     -   552,980.      269,350.      MT  (+/- 180 meters Scaled)
 EJ1242
 EJ1242                          SUPERSEDED SURVEY CONTROL
 EJ1242
 EJ1242  NGVD 29 (??/??/92)   81.490  (m)          267.36   (f) ADJ UNCH    2 0
 EJ1242
 EJ1242.Superseded values are not recommended for survey control.
 EJ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1242.See file dsdata.txt to determine how the superseded data were derived.
 EJ1242
 EJ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT616664(NAD 83)
 EJ1242_MARKER: R = RIVET
 EJ1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1242_SP_SET: PIER
 EJ1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1242
 EJ1242  HISTORY     - Date     Condition        Report By
 EJ1242  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1242  HISTORY     - 1934     MARK NOT FOUND   NGS
 EJ1242  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1242  HISTORY     - 20031120 MARK NOT FOUND   ARHD
 EJ1242
 EJ1242                          STATION DESCRIPTION
 EJ1242
 EJ1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1242'IN PIKE CITY JUNCTION.
 EJ1242'AT PIKE CITY JUNCTION, CLARK COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 EJ1242'AT POLE 444+07, AND IN THE NORTHWEST CORNER OF THE CENTER CONCRETE
 EJ1242'PIER OF A STEEL WATER TANK.  A STANDARD MONEL-METAL RIVET. NOTE--
 EJ1242'WATER TANK HAS BEEN REMOVED.
 EJ1242
 EJ1242                          STATION RECOVERY (1964)
 EJ1242
 EJ1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1242'MARK NOT FOUND.
 EJ1242
 EJ1242                          STATION RECOVERY (2003)
 EJ1242
 EJ1242'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1243 ***********************************************************************
 EJ1243  DESIGNATION -  RV 542
 EJ1243  PID         -  EJ1243
 EJ1243  STATE/COUNTY-  AR/CLARK
 EJ1243  USGS QUAD   -  ANTOINE (1975)
 EJ1243
 EJ1243                         *CURRENT SURVEY CONTROL
 EJ1243  ___________________________________________________________________
 EJ1243* NAD 83(1986)-  34 02 40.     (N)    093 25 28.     (W)     SCALED    
 EJ1243* NAVD 88     -        76.196  (meters)     249.99   (feet)  ADJUSTED  
 EJ1243  ___________________________________________________________________
 EJ1243  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EJ1243  DYNAMIC HT  -          76.120 (meters)     249.74  (feet)  COMP
 EJ1243  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 EJ1243
 EJ1243  VERT ORDER  -  SECOND    CLASS 0
 EJ1243
 EJ1243.The horizontal coordinates were scaled from a topographic map and have
 EJ1243.an estimated accuracy of +/- 6 seconds.
 EJ1243
 EJ1243.The orthometric height was determined by differential leveling
 EJ1243.and adjusted by the National Geodetic Survey in June 1991..
 EJ1243
 EJ1243.The geoid height was determined by GEOID03.
 EJ1243
 EJ1243.The dynamic height is computed by dividing the NAVD 88
 EJ1243.geopotential number by the normal gravity value computed on the
 EJ1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1243.degrees latitude (g = 980.6199 gals.).
 EJ1243
 EJ1243.The modeled gravity was interpolated from observed gravity values.
 EJ1243
 EJ1243;                    North         East    Units  Estimated Accuracy
 EJ1243;SPC AR S     -   553,730.      268,490.      MT  (+/- 180 meters Scaled)
 EJ1243
 EJ1243                          SUPERSEDED SURVEY CONTROL
 EJ1243
 EJ1243  NGVD 29 (??/??/92)   76.201  (m)          250.00   (f) ADJ UNCH    2 0
 EJ1243
 EJ1243.Superseded values are not recommended for survey control.
 EJ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1243.See file dsdata.txt to determine how the superseded data were derived.
 EJ1243
 EJ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT608671(NAD 83)
 EJ1243_MARKER: R = RIVET
 EJ1243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1243_SP_SET: CULVERT
 EJ1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1243+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 EJ1243
 EJ1243  HISTORY     - Date     Condition        Report By
 EJ1243  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1243  HISTORY     - 1934     GOOD             NGS
 EJ1243  HISTORY     - 1964     GOOD             NGS
 EJ1243  HISTORY     - 20031120 GOOD             ARHD
 EJ1243
 EJ1243                          STATION DESCRIPTION
 EJ1243
 EJ1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1243'0.7 MI N FROM PIKE CITY JUNCTION.
 EJ1243'0.7 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM PIKE CITY
 EJ1243'JUNCTION, CLARK COUNTY, AT POLE 444+27, AND IN THE CENTERLINE OF THE
 EJ1243'WEST HEADWALL OF A DOUBLE 4- BY 4-FOOT CONCRETE CULVERT.  A STANDARD
 EJ1243'MONEL-METAL RIVET.  NOTE-- MARK IS 16 1/2 POLES NW OF MILEPOST 447 AND
 EJ1243'ABOUT 12 1/2 POLES NW OF THE HWY CROSSING OF ST. HWY 26 JUST NORTH OF
 EJ1243'ANTOINE.
 EJ1243
 EJ1243                          STATION RECOVERY (1964)
 EJ1243
 EJ1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1243'RECOVERED IN GOOD CONDITION.
 EJ1243
 EJ1243                          STATION RECOVERY (2003)
 EJ1243
 EJ1243'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1244 ***********************************************************************
 EJ1244  DESIGNATION -  RV 543
 EJ1244  PID         -  EJ1244
 EJ1244  STATE/COUNTY-  AR/CLARK
 EJ1244  USGS QUAD   -  ANTOINE (1975)
 EJ1244
 EJ1244                         *CURRENT SURVEY CONTROL
 EJ1244  ___________________________________________________________________
 EJ1244* NAD 83(1986)-  34 02 59.     (N)    093 25 54.     (W)     SCALED    
 EJ1244* NAVD 88     -        83.632  (meters)     274.38   (feet)  ADJUSTED  
 EJ1244  ___________________________________________________________________
 EJ1244  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EJ1244  DYNAMIC HT  -          83.547 (meters)     274.10  (feet)  COMP
 EJ1244  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 EJ1244
 EJ1244  VERT ORDER  -  SECOND    CLASS 0
 EJ1244
 EJ1244.The horizontal coordinates were scaled from a topographic map and have
 EJ1244.an estimated accuracy of +/- 6 seconds.
 EJ1244
 EJ1244.The orthometric height was determined by differential leveling
 EJ1244.and adjusted by the National Geodetic Survey in June 1991..
 EJ1244
 EJ1244.The geoid height was determined by GEOID03.
 EJ1244
 EJ1244.The dynamic height is computed by dividing the NAVD 88
 EJ1244.geopotential number by the normal gravity value computed on the
 EJ1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1244.degrees latitude (g = 980.6199 gals.).
 EJ1244
 EJ1244.The modeled gravity was interpolated from observed gravity values.
 EJ1244
 EJ1244;                    North         East    Units  Estimated Accuracy
 EJ1244;SPC AR S     -   554,320.      267,830.      MT  (+/- 180 meters Scaled)
 EJ1244
 EJ1244                          SUPERSEDED SURVEY CONTROL
 EJ1244
 EJ1244  NGVD 29 (??/??/92)   83.635  (m)          274.39   (f) ADJ UNCH    2 0
 EJ1244
 EJ1244.Superseded values are not recommended for survey control.
 EJ1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1244.See file dsdata.txt to determine how the superseded data were derived.
 EJ1244
 EJ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT601677(NAD 83)
 EJ1244_MARKER: R = RIVET
 EJ1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1244_SP_SET: CULVERT
 EJ1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1244
 EJ1244  HISTORY     - Date     Condition        Report By
 EJ1244  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1244  HISTORY     - 1934     GOOD             NGS
 EJ1244  HISTORY     - 1964     GOOD             NGS
 EJ1244
 EJ1244                          STATION DESCRIPTION
 EJ1244
 EJ1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1244'1.3 MI N FROM PIKE CITY JUNCTION.
 EJ1244'1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM PIKE CITY
 EJ1244'JUNCTION, CLARK COUNTY, AT POLE 445+12, AND IN THE CENTERLINE OF THE
 EJ1244'WEST HEADWALL OF A 2- BY 3-FOOT CONCRETE CULVERT.  A STANDARD
 EJ1244'MONEL-METAL RIVET.  NOTE-- ABOUT 4 3/4 POLES NW OF MILEPOST 448.
 EJ1244
 EJ1244                          STATION RECOVERY (1964)
 EJ1244
 EJ1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1246 ***********************************************************************
 EJ1246  DESIGNATION -  RV 544
 EJ1246  PID         -  EJ1246
 EJ1246  STATE/COUNTY-  AR/CLARK
 EJ1246  USGS QUAD   -  ANTOINE (1975)
 EJ1246
 EJ1246                         *CURRENT SURVEY CONTROL
 EJ1246  ___________________________________________________________________
 EJ1246* NAD 83(1986)-  34 03 21.     (N)    093 25 53.     (W)     SCALED    
 EJ1246* NAVD 88     -        86.457  (meters)     283.65   (feet)  ADJUSTED  
 EJ1246  ___________________________________________________________________
 EJ1246  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EJ1246  DYNAMIC HT  -          86.370 (meters)     283.37  (feet)  COMP
 EJ1246  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 EJ1246
 EJ1246  VERT ORDER  -  SECOND    CLASS 0
 EJ1246
 EJ1246.The horizontal coordinates were scaled from a topographic map and have
 EJ1246.an estimated accuracy of +/- 6 seconds.
 EJ1246
 EJ1246.The orthometric height was determined by differential leveling
 EJ1246.and adjusted by the National Geodetic Survey in June 1991..
 EJ1246
 EJ1246.The geoid height was determined by GEOID03.
 EJ1246
 EJ1246.The dynamic height is computed by dividing the NAVD 88
 EJ1246.geopotential number by the normal gravity value computed on the
 EJ1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1246.degrees latitude (g = 980.6199 gals.).
 EJ1246
 EJ1246.The modeled gravity was interpolated from observed gravity values.
 EJ1246
 EJ1246;                    North         East    Units  Estimated Accuracy
 EJ1246;SPC AR S     -   555,000.      267,860.      MT  (+/- 180 meters Scaled)
 EJ1246
 EJ1246                          SUPERSEDED SURVEY CONTROL
 EJ1246
 EJ1246  NGVD 29 (??/??/92)   86.460  (m)          283.66   (f) ADJ UNCH    2 0
 EJ1246
 EJ1246.Superseded values are not recommended for survey control.
 EJ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1246.See file dsdata.txt to determine how the superseded data were derived.
 EJ1246
 EJ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT601684(NAD 83)
 EJ1246_MARKER: R = RIVET
 EJ1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1246_SP_SET: BRIDGE
 EJ1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1246
 EJ1246  HISTORY     - Date     Condition        Report By
 EJ1246  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1246  HISTORY     - 1934     POOR             NGS
 EJ1246  HISTORY     - 1964     POOR             NGS
 EJ1246
 EJ1246                          STATION DESCRIPTION
 EJ1246
 EJ1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1246'1.8 MI N FROM PIKE CITY JUNCTION.
 EJ1246'1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM PIKE CITY
 EJ1246'JUNCTION, CLARK COUNTY, AT POLE 445+29, ON THE EAST SIDE OF THE TRACK,
 EJ1246'AND IN THE CENTERLINE OF THE NORTH CONCRETE BACK WALL OF BRIDGE 21.8.
 EJ1246'A STANDARD MONEL-METAL RIVET.  NOTE-- THE RIVET IS BATTERED AND BENT
 EJ1246'AND ELEVATION OF MARK SHOULD BE USED WITH CAUTION.
 EJ1246
 EJ1246                          STATION RECOVERY (1964)
 EJ1246
 EJ1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1246'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1247 ***********************************************************************
 EJ1247  DESIGNATION -  RV 545
 EJ1247  PID         -  EJ1247
 EJ1247  STATE/COUNTY-  AR/CLARK
 EJ1247  USGS QUAD   -  ANTOINE (1975)
 EJ1247
 EJ1247                         *CURRENT SURVEY CONTROL
 EJ1247  ___________________________________________________________________
 EJ1247* NAD 83(1986)-  34 03 47.     (N)    093 26 04.     (W)     SCALED    
 EJ1247* NAVD 88     -        83.621  (meters)     274.35   (feet)  ADJUSTED  
 EJ1247  ___________________________________________________________________
 EJ1247  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ1247  DYNAMIC HT  -          83.537 (meters)     274.07  (feet)  COMP
 EJ1247  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 EJ1247
 EJ1247  VERT ORDER  -  SECOND    CLASS 0
 EJ1247
 EJ1247.The horizontal coordinates were scaled from a topographic map and have
 EJ1247.an estimated accuracy of +/- 6 seconds.
 EJ1247
 EJ1247.The orthometric height was determined by differential leveling
 EJ1247.and adjusted by the National Geodetic Survey in June 1991..
 EJ1247
 EJ1247.The geoid height was determined by GEOID03.
 EJ1247
 EJ1247.The dynamic height is computed by dividing the NAVD 88
 EJ1247.geopotential number by the normal gravity value computed on the
 EJ1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1247.degrees latitude (g = 980.6199 gals.).
 EJ1247
 EJ1247.The modeled gravity was interpolated from observed gravity values.
 EJ1247
 EJ1247;                    North         East    Units  Estimated Accuracy
 EJ1247;SPC AR S     -   555,800.      267,590.      MT  (+/- 180 meters Scaled)
 EJ1247
 EJ1247                          SUPERSEDED SURVEY CONTROL
 EJ1247
 EJ1247  NGVD 29 (??/??/92)   83.624  (m)          274.36   (f) ADJ UNCH    2 0
 EJ1247
 EJ1247.Superseded values are not recommended for survey control.
 EJ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1247.See file dsdata.txt to determine how the superseded data were derived.
 EJ1247
 EJ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT599692(NAD 83)
 EJ1247_MARKER: R = RIVET
 EJ1247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1247_SP_SET: CULVERT
 EJ1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1247
 EJ1247  HISTORY     - Date     Condition        Report By
 EJ1247  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1247  HISTORY     - 1934     GOOD             NGS
 EJ1247  HISTORY     - 1964     GOOD             NGS
 EJ1247
 EJ1247                          STATION DESCRIPTION
 EJ1247
 EJ1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1247'2.3 MI N FROM PIKE CITY JUNCTION.
 EJ1247'2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM PIKE CITY
 EJ1247'JUNCTION, CLARK COUNTY, AT POLE 446+14, AND IN THE CENTERLINE OF THE
 EJ1247'WEST HEADWALL OF AN 18-INCH CONCRETE CULVERT.  A STANDARD MONEL-METAL
 EJ1247'RIVET.  NOTE-- MARK IS 7 1/2 POLES N OF MILEPOST 449.
 EJ1247
 EJ1247                          STATION RECOVERY (1964)
 EJ1247
 EJ1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1248 ***********************************************************************
 EJ1248  DESIGNATION -  RV 546
 EJ1248  PID         -  EJ1248
 EJ1248  STATE/COUNTY-  AR/CLARK
 EJ1248  USGS QUAD   -  ANTOINE (1975)
 EJ1248
 EJ1248                         *CURRENT SURVEY CONTROL
 EJ1248  ___________________________________________________________________
 EJ1248* NAD 83(1986)-  34 04 26.     (N)    093 26 14.     (W)     SCALED    
 EJ1248* NAVD 88     -        86.388  (meters)     283.42   (feet)  ADJUSTED  
 EJ1248  ___________________________________________________________________
 EJ1248  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EJ1248  DYNAMIC HT  -          86.301 (meters)     283.14  (feet)  COMP
 EJ1248  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 EJ1248
 EJ1248  VERT ORDER  -  SECOND    CLASS 0
 EJ1248
 EJ1248.The horizontal coordinates were scaled from a topographic map and have
 EJ1248.an estimated accuracy of +/- 6 seconds.
 EJ1248
 EJ1248.The orthometric height was determined by differential leveling
 EJ1248.and adjusted by the National Geodetic Survey in June 1991..
 EJ1248
 EJ1248.The geoid height was determined by GEOID03.
 EJ1248
 EJ1248.The dynamic height is computed by dividing the NAVD 88
 EJ1248.geopotential number by the normal gravity value computed on the
 EJ1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1248.degrees latitude (g = 980.6199 gals.).
 EJ1248
 EJ1248.The modeled gravity was interpolated from observed gravity values.
 EJ1248
 EJ1248;                    North         East    Units  Estimated Accuracy
 EJ1248;SPC AR S     -   557,010.      267,350.      MT  (+/- 180 meters Scaled)
 EJ1248
 EJ1248                          SUPERSEDED SURVEY CONTROL
 EJ1248
 EJ1248  NGVD 29 (??/??/92)   86.391  (m)          283.43   (f) ADJ UNCH    2 0
 EJ1248
 EJ1248.Superseded values are not recommended for survey control.
 EJ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1248.See file dsdata.txt to determine how the superseded data were derived.
 EJ1248
 EJ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT596704(NAD 83)
 EJ1248_MARKER: R = RIVET
 EJ1248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1248_SP_SET: CULVERT
 EJ1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1248
 EJ1248  HISTORY     - Date     Condition        Report By
 EJ1248  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1248  HISTORY     - 1934     GOOD             NGS
 EJ1248
 EJ1248                          STATION DESCRIPTION
 EJ1248
 EJ1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1248'3.1 MI N FROM PIKE CITY JUNCTION.
 EJ1248'3.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM PIKE CITY
 EJ1248'JUNCTION, CLARK COUNTY, AT POLE 447+08, AND IN THE CENTERLINE OF THE
 EJ1248'EAST HEADWALL OF A DOUBLE 4- BY 4-FOOT CONCRETE CULVERT.  A STANDARD
 EJ1248'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1249 ***********************************************************************
 EJ1249  DESIGNATION -  RV 547
 EJ1249  PID         -  EJ1249
 EJ1249  STATE/COUNTY-  AR/CLARK
 EJ1249  USGS QUAD   -  ANTOINE (1975)
 EJ1249
 EJ1249                         *CURRENT SURVEY CONTROL
 EJ1249  ___________________________________________________________________
 EJ1249* NAD 83(1986)-  34 04 58.     (N)    093 26 19.     (W)     SCALED    
 EJ1249* NAVD 88     -        88.738  (meters)     291.13   (feet)  ADJUSTED  
 EJ1249  ___________________________________________________________________
 EJ1249  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EJ1249  DYNAMIC HT  -          88.649 (meters)     290.84  (feet)  COMP
 EJ1249  MODELED GRAV-     979,627.5   (mgal)                       NAVD 88
 EJ1249
 EJ1249  VERT ORDER  -  SECOND    CLASS 0
 EJ1249
 EJ1249.The horizontal coordinates were scaled from a topographic map and have
 EJ1249.an estimated accuracy of +/- 6 seconds.
 EJ1249
 EJ1249.The orthometric height was determined by differential leveling
 EJ1249.and adjusted by the National Geodetic Survey in June 1991..
 EJ1249
 EJ1249.The geoid height was determined by GEOID03.
 EJ1249
 EJ1249.The dynamic height is computed by dividing the NAVD 88
 EJ1249.geopotential number by the normal gravity value computed on the
 EJ1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1249.degrees latitude (g = 980.6199 gals.).
 EJ1249
 EJ1249.The modeled gravity was interpolated from observed gravity values.
 EJ1249
 EJ1249;                    North         East    Units  Estimated Accuracy
 EJ1249;SPC AR S     -   558,000.      267,240.      MT  (+/- 180 meters Scaled)
 EJ1249
 EJ1249                          SUPERSEDED SURVEY CONTROL
 EJ1249
 EJ1249  NGVD 29 (??/??/92)   88.740  (m)          291.14   (f) ADJ UNCH    2 0
 EJ1249
 EJ1249.Superseded values are not recommended for survey control.
 EJ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1249.See file dsdata.txt to determine how the superseded data were derived.
 EJ1249
 EJ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT595714(NAD 83)
 EJ1249_MARKER: R = RIVET
 EJ1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1249_SP_SET: CULVERT
 EJ1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1249
 EJ1249  HISTORY     - Date     Condition        Report By
 EJ1249  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1249  HISTORY     - 1934     GOOD             NGS
 EJ1249
 EJ1249                          STATION DESCRIPTION
 EJ1249
 EJ1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1249'3.3 MI S FROM GRAYSONIA.
 EJ1249'3.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1249'AT GRAYSONIA, CLARK COUNTY, AT POLE 448+02, AND IN THE CENTERLINE OF
 EJ1249'THE WEST HEADWALL OF A 4- BY 4-FOOT CONCRETE CULVERT.  A STANDARD
 EJ1249'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1250 ***********************************************************************
 EJ1250  DESIGNATION -  RV 548
 EJ1250  PID         -  EJ1250
 EJ1250  STATE/COUNTY-  AR/CLARK
 EJ1250  USGS QUAD   -  ANTOINE (1975)
 EJ1250
 EJ1250                         *CURRENT SURVEY CONTROL
 EJ1250  ___________________________________________________________________
 EJ1250* NAD 83(1986)-  34 05 26.     (N)    093 26 16.     (W)     SCALED    
 EJ1250* NAVD 88     -        88.159  (meters)     289.24   (feet)  ADJUSTED  
 EJ1250  ___________________________________________________________________
 EJ1250  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EJ1250  DYNAMIC HT  -          88.070 (meters)     288.94  (feet)  COMP
 EJ1250  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 EJ1250
 EJ1250  VERT ORDER  -  SECOND    CLASS 0
 EJ1250
 EJ1250.The horizontal coordinates were scaled from a topographic map and have
 EJ1250.an estimated accuracy of +/- 6 seconds.
 EJ1250
 EJ1250.The orthometric height was determined by differential leveling
 EJ1250.and adjusted by the National Geodetic Survey in June 1991..
 EJ1250
 EJ1250.The geoid height was determined by GEOID03.
 EJ1250
 EJ1250.The dynamic height is computed by dividing the NAVD 88
 EJ1250.geopotential number by the normal gravity value computed on the
 EJ1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1250.degrees latitude (g = 980.6199 gals.).
 EJ1250
 EJ1250.The modeled gravity was interpolated from observed gravity values.
 EJ1250
 EJ1250;                    North         East    Units  Estimated Accuracy
 EJ1250;SPC AR S     -   558,860.      267,330.      MT  (+/- 180 meters Scaled)
 EJ1250
 EJ1250                          SUPERSEDED SURVEY CONTROL
 EJ1250
 EJ1250  NGVD 29 (??/??/92)   88.161  (m)          289.24   (f) ADJ UNCH    2 0
 EJ1250
 EJ1250.Superseded values are not recommended for survey control.
 EJ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1250.See file dsdata.txt to determine how the superseded data were derived.
 EJ1250
 EJ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT596722(NAD 83)
 EJ1250_MARKER: R = RIVET
 EJ1250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1250_SP_SET: CULVERT
 EJ1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1250
 EJ1250  HISTORY     - Date     Condition        Report By
 EJ1250  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1250  HISTORY     - 1934     GOOD             NGS
 EJ1250
 EJ1250                          STATION DESCRIPTION
 EJ1250
 EJ1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1250'2.7 MI S FROM GRAYSONIA.
 EJ1250'2.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1250'AT GRAYSONIA, CLARK COUNTY, AT POLE 448+20, AND IN THE CENTERLINE OF
 EJ1250'THE WEST HEADWALL OF A DOUBLE 4- BY 5-FOOT CONCRETE CULVERT.  A
 EJ1250'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1251 ***********************************************************************
 EJ1251  DESIGNATION -  RV 549
 EJ1251  PID         -  EJ1251
 EJ1251  STATE/COUNTY-  AR/CLARK
 EJ1251  USGS QUAD   -  ANTOINE (1975)
 EJ1251
 EJ1251                         *CURRENT SURVEY CONTROL
 EJ1251  ___________________________________________________________________
 EJ1251* NAD 83(1986)-  34 05 58.     (N)    093 26 21.     (W)     SCALED    
 EJ1251* NAVD 88     -        92.381  (meters)     303.09   (feet)  ADJUSTED  
 EJ1251  ___________________________________________________________________
 EJ1251  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EJ1251  DYNAMIC HT  -          92.288 (meters)     302.78  (feet)  COMP
 EJ1251  MODELED GRAV-     979,626.4   (mgal)                       NAVD 88
 EJ1251
 EJ1251  VERT ORDER  -  SECOND    CLASS 0
 EJ1251
 EJ1251.The horizontal coordinates were scaled from a topographic map and have
 EJ1251.an estimated accuracy of +/- 6 seconds.
 EJ1251
 EJ1251.The orthometric height was determined by differential leveling
 EJ1251.and adjusted by the National Geodetic Survey in June 1991..
 EJ1251
 EJ1251.The geoid height was determined by GEOID03.
 EJ1251
 EJ1251.The dynamic height is computed by dividing the NAVD 88
 EJ1251.geopotential number by the normal gravity value computed on the
 EJ1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1251.degrees latitude (g = 980.6199 gals.).
 EJ1251
 EJ1251.The modeled gravity was interpolated from observed gravity values.
 EJ1251
 EJ1251;                    North         East    Units  Estimated Accuracy
 EJ1251;SPC AR S     -   559,850.      267,210.      MT  (+/- 180 meters Scaled)
 EJ1251
 EJ1251                          SUPERSEDED SURVEY CONTROL
 EJ1251
 EJ1251  NGVD 29 (??/??/92)   92.383  (m)          303.09   (f) ADJ UNCH    2 0
 EJ1251
 EJ1251.Superseded values are not recommended for survey control.
 EJ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1251.See file dsdata.txt to determine how the superseded data were derived.
 EJ1251
 EJ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT594732(NAD 83)
 EJ1251_MARKER: R = RIVET
 EJ1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1251_SP_SET: CULVERT
 EJ1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1251
 EJ1251  HISTORY     - Date     Condition        Report By
 EJ1251  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1251  HISTORY     - 1934     GOOD             NGS
 EJ1251
 EJ1251                          STATION DESCRIPTION
 EJ1251
 EJ1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1251'2.0 MI S FROM GRAYSONIA.
 EJ1251'2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1251'AT GRAYSONIA, CLARK COUNTY, AT POLE 449+09, AND IN THE CENTERLINE OF
 EJ1251'THE WEST HEADWALL OF A 3-FOOT CONCRETE CULVERT.  A STANDARD
 EJ1251'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0975 ***********************************************************************
 FF0975  DESIGNATION -  RV 55
 FF0975  PID         -  FF0975
 FF0975  STATE/COUNTY-  AR/JACKSON
 FF0975  USGS QUAD   -  TUCKERMAN (1981)
 FF0975
 FF0975                         *CURRENT SURVEY CONTROL
 FF0975  ___________________________________________________________________
 FF0975* NAD 83(1986)-  35 41 24.     (N)    091 13 32.     (W)     SCALED    
 FF0975* NAVD 88     -        72.263  (meters)     237.08   (feet)  ADJUSTED  
 FF0975  ___________________________________________________________________
 FF0975  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0975  DYNAMIC HT  -          72.201 (meters)     236.88  (feet)  COMP
 FF0975  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 FF0975
 FF0975  VERT ORDER  -  FIRST     CLASS II
 FF0975
 FF0975.The horizontal coordinates were scaled from a topographic map and have
 FF0975.an estimated accuracy of +/- 6 seconds.
 FF0975
 FF0975.The orthometric height was determined by differential leveling
 FF0975.and adjusted by the National Geodetic Survey in June 1991..
 FF0975
 FF0975.The geoid height was determined by GEOID03.
 FF0975
 FF0975.The dynamic height is computed by dividing the NAVD 88
 FF0975.geopotential number by the normal gravity value computed on the
 FF0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0975.degrees latitude (g = 980.6199 gals.).
 FF0975
 FF0975.The modeled gravity was interpolated from observed gravity values.
 FF0975
 FF0975;                    North         East    Units  Estimated Accuracy
 FF0975;SPC AR N     -   150,790.      470,090.      MT  (+/- 180 meters Scaled)
 FF0975
 FF0975                          SUPERSEDED SURVEY CONTROL
 FF0975
 FF0975  NGVD 29 (??/??/??)   72.195  (m)          236.86   (f) ADJUSTED    1 2
 FF0975
 FF0975.Superseded values are not recommended for survey control.
 FF0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0975.See file dsdata.txt to determine how the superseded data were derived.
 FF0975
 FF0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV605510(NAD 83)
 FF0975_MARKER: R = RIVET
 FF0975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0975_SP_SET: CULVERT
 FF0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0975
 FF0975  HISTORY     - Date     Condition        Report By
 FF0975  HISTORY     - UNK      MONUMENTED       MPRR
 FF0975  HISTORY     - 1931     GOOD             CGS
 FF0975  HISTORY     - 1934     GOOD             CGS
 FF0975  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF0975
 FF0975                          STATION DESCRIPTION
 FF0975
 FF0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0975'3 MI SW FROM TUCKERMAN.
 FF0975'ABOUT 3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0975'TUCKERMAN, JACKSON COUNTY, AT POLE 255+01, AND IN THE CENTER OF
 FF0975'THE WEST HEAD WALL OF A 5- BY 8-FOOT CONCRETE CULVERT.  A
 FF0975'STANDARD MONEL-METAL RIVET.
 FF0975
 FF0975                          STATION RECOVERY (1934)
 FF0975
 FF0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0975'RECOVERED IN GOOD CONDITION.
 FF0975
 FF0975                          STATION RECOVERY (2002)
 FF0975
 FF0975'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0975'ADDITIONAL PREFAB CONCRETE ATOP EXISTING HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1253 ***********************************************************************
 EJ1253  DESIGNATION -  RV 550
 EJ1253  PID         -  EJ1253
 EJ1253  STATE/COUNTY-  AR/CLARK
 EJ1253  USGS QUAD   -  ANTOINE (1975)
 EJ1253
 EJ1253                         *CURRENT SURVEY CONTROL
 EJ1253  ___________________________________________________________________
 EJ1253* NAD 83(1986)-  34 06 47.     (N)    093 26 23.     (W)     SCALED    
 EJ1253* NAVD 88     -       100.155  (meters)     328.59   (feet)  ADJUSTED  
 EJ1253  ___________________________________________________________________
 EJ1253  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ1253  DYNAMIC HT  -         100.054 (meters)     328.26  (feet)  COMP
 EJ1253  MODELED GRAV-     979,625.7   (mgal)                       NAVD 88
 EJ1253
 EJ1253  VERT ORDER  -  SECOND    CLASS 0
 EJ1253
 EJ1253.The horizontal coordinates were scaled from a topographic map and have
 EJ1253.an estimated accuracy of +/- 6 seconds.
 EJ1253
 EJ1253.The orthometric height was determined by differential leveling
 EJ1253.and adjusted by the National Geodetic Survey in June 1991..
 EJ1253
 EJ1253.The geoid height was determined by GEOID03.
 EJ1253
 EJ1253.The dynamic height is computed by dividing the NAVD 88
 EJ1253.geopotential number by the normal gravity value computed on the
 EJ1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1253.degrees latitude (g = 980.6199 gals.).
 EJ1253
 EJ1253.The modeled gravity was interpolated from observed gravity values.
 EJ1253
 EJ1253;                    North         East    Units  Estimated Accuracy
 EJ1253;SPC AR S     -   561,360.      267,180.      MT  (+/- 180 meters Scaled)
 EJ1253
 EJ1253                          SUPERSEDED SURVEY CONTROL
 EJ1253
 EJ1253  NGVD 29 (??/??/92)  100.155  (m)          328.59   (f) ADJ UNCH    2 0
 EJ1253
 EJ1253.Superseded values are not recommended for survey control.
 EJ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1253.See file dsdata.txt to determine how the superseded data were derived.
 EJ1253
 EJ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT594747(NAD 83)
 EJ1253_MARKER: R = RIVET
 EJ1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1253_SP_SET: CULVERT
 EJ1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1253
 EJ1253  HISTORY     - Date     Condition        Report By
 EJ1253  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1253  HISTORY     - 1935     GOOD             NGS
 EJ1253
 EJ1253                          STATION DESCRIPTION
 EJ1253
 EJ1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1253'1.0 MI S FROM GRAYSONIA.
 EJ1253'1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 EJ1253'GRAYSONIA, CLARK COUNTY, AT POLE 450+08, IN THE CENTERLINE OF THE EAST
 EJ1253'HEADWALL OF A 4-FOOT CONCRETE PIPE CULVERT.  A STANDARD MONEL-METAL
 EJ1253'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1255 ***********************************************************************
 EJ1255  DESIGNATION -  RV 551
 EJ1255  PID         -  EJ1255
 EJ1255  STATE/COUNTY-  AR/CLARK
 EJ1255  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1255
 EJ1255                         *CURRENT SURVEY CONTROL
 EJ1255  ___________________________________________________________________
 EJ1255* NAD 83(1986)-  34 08 20.     (N)    093 27 15.     (W)     SCALED    
 EJ1255* NAVD 88     -       113.249  (meters)     371.55   (feet)  ADJUSTED  
 EJ1255  ___________________________________________________________________
 EJ1255  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ1255  DYNAMIC HT  -         113.134 (meters)     371.17  (feet)  COMP
 EJ1255  MODELED GRAV-     979,627.1   (mgal)                       NAVD 88
 EJ1255
 EJ1255  VERT ORDER  -  SECOND    CLASS 0
 EJ1255
 EJ1255.The horizontal coordinates were scaled from a topographic map and have
 EJ1255.an estimated accuracy of +/- 6 seconds.
 EJ1255
 EJ1255.The orthometric height was determined by differential leveling
 EJ1255.and adjusted by the National Geodetic Survey in June 1991..
 EJ1255
 EJ1255.The geoid height was determined by GEOID03.
 EJ1255
 EJ1255.The dynamic height is computed by dividing the NAVD 88
 EJ1255.geopotential number by the normal gravity value computed on the
 EJ1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1255.degrees latitude (g = 980.6199 gals.).
 EJ1255
 EJ1255.The modeled gravity was interpolated from observed gravity values.
 EJ1255
 EJ1255;                    North         East    Units  Estimated Accuracy
 EJ1255;SPC AR S     -   564,240.      265,890.      MT  (+/- 180 meters Scaled)
 EJ1255
 EJ1255                          SUPERSEDED SURVEY CONTROL
 EJ1255
 EJ1255  NGVD 29 (??/??/92)  113.248  (m)          371.55   (f) ADJ UNCH    2 0
 EJ1255
 EJ1255.Superseded values are not recommended for survey control.
 EJ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1255.See file dsdata.txt to determine how the superseded data were derived.
 EJ1255
 EJ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT581776(NAD 83)
 EJ1255_MARKER: R = RIVET
 EJ1255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1255_SP_SET: BRIDGE
 EJ1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1255
 EJ1255  HISTORY     - Date     Condition        Report By
 EJ1255  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1255  HISTORY     - 1934     GOOD             NGS
 EJ1255
 EJ1255                          STATION DESCRIPTION
 EJ1255
 EJ1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1255'1.3 MI N FROM GRAYSONIA.
 EJ1255'1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1255'AT GRAYSONIA, CLARK COUNTY, AT POLE 452+17, ON THE WEST SIDE OF THE
 EJ1255'TRACK, AND IN THE CENTERLINE OF THE SOUTH CONCRETE BACK WALL OF BRIDGE
 EJ1255'28.4.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1256 ***********************************************************************
 EJ1256  DESIGNATION -  RV 552
 EJ1256  PID         -  EJ1256
 EJ1256  STATE/COUNTY-  AR/PIKE
 EJ1256  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1256
 EJ1256                         *CURRENT SURVEY CONTROL
 EJ1256  ___________________________________________________________________
 EJ1256* NAD 83(1986)-  34 08 43.     (N)    093 27 01.     (W)     SCALED    
 EJ1256* NAVD 88     -       114.806  (meters)     376.66   (feet)  ADJUSTED  
 EJ1256  ___________________________________________________________________
 EJ1256  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EJ1256  DYNAMIC HT  -         114.690 (meters)     376.28  (feet)  COMP
 EJ1256  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 EJ1256
 EJ1256  VERT ORDER  -  SECOND    CLASS 0
 EJ1256
 EJ1256.The horizontal coordinates were scaled from a topographic map and have
 EJ1256.an estimated accuracy of +/- 6 seconds.
 EJ1256
 EJ1256.The orthometric height was determined by differential leveling
 EJ1256.and adjusted by the National Geodetic Survey in June 1991..
 EJ1256
 EJ1256.The geoid height was determined by GEOID03.
 EJ1256
 EJ1256.The dynamic height is computed by dividing the NAVD 88
 EJ1256.geopotential number by the normal gravity value computed on the
 EJ1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1256.degrees latitude (g = 980.6199 gals.).
 EJ1256
 EJ1256.The modeled gravity was interpolated from observed gravity values.
 EJ1256
 EJ1256;                    North         East    Units  Estimated Accuracy
 EJ1256;SPC AR S     -   564,940.      266,260.      MT  (+/- 180 meters Scaled)
 EJ1256
 EJ1256                          SUPERSEDED SURVEY CONTROL
 EJ1256
 EJ1256  NGVD 29 (??/??/92)  114.804  (m)          376.65   (f) ADJ UNCH    2 0
 EJ1256
 EJ1256.Superseded values are not recommended for survey control.
 EJ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1256.See file dsdata.txt to determine how the superseded data were derived.
 EJ1256
 EJ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT584783(NAD 83)
 EJ1256_MARKER: R = RIVET
 EJ1256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1256_SP_SET: CONCRETE PEDESTAL
 EJ1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1256
 EJ1256  HISTORY     - Date     Condition        Report By
 EJ1256  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1256  HISTORY     - 1934     GOOD             NGS
 EJ1256
 EJ1256                          STATION DESCRIPTION
 EJ1256
 EJ1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1256'1.8 MI N FROM GRAYSONIA.
 EJ1256'IN PIKE COUNTY, 1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 EJ1256'FROM THE STATION AT GRAYSONIA, CLARK COUNTY, AT POLE 453+02, AND IN
 EJ1256'THE NORTHWEST CONCRETE PEDESTAL OF A FOUNDATION FORMERLY SUPPORTING A
 EJ1256'WATER TANK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1257 ***********************************************************************
 EJ1257  DESIGNATION -  RV 553
 EJ1257  PID         -  EJ1257
 EJ1257  STATE/COUNTY-  AR/PIKE
 EJ1257  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1257
 EJ1257                         *CURRENT SURVEY CONTROL
 EJ1257  ___________________________________________________________________
 EJ1257* NAD 83(1986)-  34 09 28.     (N)    093 27 23.     (W)     SCALED    
 EJ1257* NAVD 88     -       117.077  (meters)     384.11   (feet)  ADJUSTED  
 EJ1257  ___________________________________________________________________
 EJ1257  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EJ1257  DYNAMIC HT  -         116.960 (meters)     383.73  (feet)  COMP
 EJ1257  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 EJ1257
 EJ1257  VERT ORDER  -  SECOND    CLASS 0
 EJ1257
 EJ1257.The horizontal coordinates were scaled from a topographic map and have
 EJ1257.an estimated accuracy of +/- 6 seconds.
 EJ1257
 EJ1257.The orthometric height was determined by differential leveling
 EJ1257.and adjusted by the National Geodetic Survey in June 1991..
 EJ1257
 EJ1257.The geoid height was determined by GEOID03.
 EJ1257
 EJ1257.The dynamic height is computed by dividing the NAVD 88
 EJ1257.geopotential number by the normal gravity value computed on the
 EJ1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1257.degrees latitude (g = 980.6199 gals.).
 EJ1257
 EJ1257.The modeled gravity was interpolated from observed gravity values.
 EJ1257
 EJ1257;                    North         East    Units  Estimated Accuracy
 EJ1257;SPC AR S     -   566,340.      265,720.      MT  (+/- 180 meters Scaled)
 EJ1257
 EJ1257                          SUPERSEDED SURVEY CONTROL
 EJ1257
 EJ1257  NGVD 29 (??/??/92)  117.076  (m)          384.11   (f) ADJ UNCH    2 0
 EJ1257
 EJ1257.Superseded values are not recommended for survey control.
 EJ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1257.See file dsdata.txt to determine how the superseded data were derived.
 EJ1257
 EJ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT579797(NAD 83)
 EJ1257_MARKER: R = RIVET
 EJ1257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1257_SP_SET: BRIDGE
 EJ1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1257
 EJ1257  HISTORY     - Date     Condition        Report By
 EJ1257  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1257  HISTORY     - 1934     GOOD             NGS
 EJ1257
 EJ1257                          STATION DESCRIPTION
 EJ1257
 EJ1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1257'2.9 MI N FROM GRAYSONIA.
 EJ1257'IN PIKE COUNTY, 2.9 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 EJ1257'FROM THE STATION AT GRAYSONIA, CLARK COUNTY, AT POLE 454+05, ON THE
 EJ1257'WEST SIDE OF THE TRACK, AND IN THE NORTH BACK WALL OF BRIDGE 30.0.  A
 EJ1257'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1258 ***********************************************************************
 EJ1258  DESIGNATION -  RV 554
 EJ1258  PID         -  EJ1258
 EJ1258  STATE/COUNTY-  AR/PIKE
 EJ1258  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1258
 EJ1258                         *CURRENT SURVEY CONTROL
 EJ1258  ___________________________________________________________________
 EJ1258* NAD 83(1986)-  34 10 31.     (N)    093 27 06.     (W)     SCALED    
 EJ1258* NAVD 88     -       119.154  (meters)     390.92   (feet)  ADJUSTED  
 EJ1258  ___________________________________________________________________
 EJ1258  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ1258  DYNAMIC HT  -         119.035 (meters)     390.53  (feet)  COMP
 EJ1258  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 EJ1258
 EJ1258  VERT ORDER  -  SECOND    CLASS 0
 EJ1258
 EJ1258.The horizontal coordinates were scaled from a topographic map and have
 EJ1258.an estimated accuracy of +/- 6 seconds.
 EJ1258
 EJ1258.The orthometric height was determined by differential leveling
 EJ1258.and adjusted by the National Geodetic Survey in June 1991..
 EJ1258
 EJ1258.The geoid height was determined by GEOID03.
 EJ1258
 EJ1258.The dynamic height is computed by dividing the NAVD 88
 EJ1258.geopotential number by the normal gravity value computed on the
 EJ1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1258.degrees latitude (g = 980.6199 gals.).
 EJ1258
 EJ1258.The modeled gravity was interpolated from observed gravity values.
 EJ1258
 EJ1258;                    North         East    Units  Estimated Accuracy
 EJ1258;SPC AR S     -   568,270.      266,180.      MT  (+/- 180 meters Scaled)
 EJ1258
 EJ1258                          SUPERSEDED SURVEY CONTROL
 EJ1258
 EJ1258  NGVD 29 (??/??/92)  119.152  (m)          390.92   (f) ADJ UNCH    2 0
 EJ1258
 EJ1258.Superseded values are not recommended for survey control.
 EJ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1258.See file dsdata.txt to determine how the superseded data were derived.
 EJ1258
 EJ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT583816(NAD 83)
 EJ1258_MARKER: R = RIVET
 EJ1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1258_SP_SET: BRIDGE
 EJ1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1258
 EJ1258  HISTORY     - Date     Condition        Report By
 EJ1258  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1258  HISTORY     - 1934     GOOD             NGS
 EJ1258
 EJ1258                          STATION DESCRIPTION
 EJ1258
 EJ1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1258'4.2 MI N FROM GRAYSONIA.
 EJ1258'IN PIKE COUNTY, 4.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 EJ1258'FROM THE STATION AT GRAYSONIA, CLARK COUNTY, AT POLE 455+15, ON THE
 EJ1258'EAST SIDE OF THE TRACK, AND IN THE SOUTH CONCRETE BACK WALL OF BRIDGE
 EJ1258'31.3.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1260 ***********************************************************************
 EJ1260  DESIGNATION -  RV 555
 EJ1260  PID         -  EJ1260
 EJ1260  STATE/COUNTY-  AR/CLARK
 EJ1260  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1260
 EJ1260                         *CURRENT SURVEY CONTROL
 EJ1260  ___________________________________________________________________
 EJ1260* NAD 83(1986)-  34 10 43.     (N)    093 27 00.     (W)     SCALED    
 EJ1260* NAVD 88     -       119.355  (meters)     391.58   (feet)  ADJUSTED  
 EJ1260  ___________________________________________________________________
 EJ1260  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ1260  DYNAMIC HT  -         119.235 (meters)     391.19  (feet)  COMP
 EJ1260  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 EJ1260
 EJ1260  VERT ORDER  -  SECOND    CLASS 0
 EJ1260
 EJ1260.The horizontal coordinates were scaled from a topographic map and have
 EJ1260.an estimated accuracy of +/- 6 seconds.
 EJ1260
 EJ1260.The orthometric height was determined by differential leveling
 EJ1260.and adjusted by the National Geodetic Survey in June 1991..
 EJ1260
 EJ1260.The geoid height was determined by GEOID03.
 EJ1260
 EJ1260.The dynamic height is computed by dividing the NAVD 88
 EJ1260.geopotential number by the normal gravity value computed on the
 EJ1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1260.degrees latitude (g = 980.6199 gals.).
 EJ1260
 EJ1260.The modeled gravity was interpolated from observed gravity values.
 EJ1260
 EJ1260;                    North         East    Units  Estimated Accuracy
 EJ1260;SPC AR S     -   568,640.      266,340.      MT  (+/- 180 meters Scaled)
 EJ1260
 EJ1260                          SUPERSEDED SURVEY CONTROL
 EJ1260
 EJ1260  NGVD 29 (??/??/92)  119.352  (m)          391.57   (f) ADJ UNCH    2 0
 EJ1260
 EJ1260.Superseded values are not recommended for survey control.
 EJ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1260.See file dsdata.txt to determine how the superseded data were derived.
 EJ1260
 EJ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT585820(NAD 83)
 EJ1260_MARKER: R = RIVET
 EJ1260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1260_SP_SET: CONCRETE PEDESTAL
 EJ1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1260
 EJ1260  HISTORY     - Date     Condition        Report By
 EJ1260  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1260  HISTORY     - 1934     GOOD             NGS
 EJ1260
 EJ1260                          STATION DESCRIPTION
 EJ1260
 EJ1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1260'4.5 MI N FROM GRAYSONIA.
 EJ1260'4.5 MILES NORTH ALONG THE MISSOURI RAILROAD FROM THE STATION AT
 EJ1260'GRAYSONIA, CLARK COUNTY, AT POLE 455+23, AND IN THE WEST SIDE OF THE
 EJ1260'NORTHEAST CONCRETE PEDESTAL OF BRIDGE 31.5.  A STANDARD MONEL-METAL
 EJ1260'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1262 ***********************************************************************
 EJ1262  DESIGNATION -  RV 556
 EJ1262  PID         -  EJ1262
 EJ1262  STATE/COUNTY-  AR/CLARK
 EJ1262  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1262
 EJ1262                         *CURRENT SURVEY CONTROL
 EJ1262  ___________________________________________________________________
 EJ1262* NAD 83(1986)-  34 12 49.     (N)    093 27 55.     (W)     SCALED    
 EJ1262* NAVD 88     -       125.710  (meters)     412.43   (feet)  ADJUSTED  
 EJ1262  ___________________________________________________________________
 EJ1262  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EJ1262  DYNAMIC HT  -         125.584 (meters)     412.02  (feet)  COMP
 EJ1262  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 EJ1262
 EJ1262  VERT ORDER  -  SECOND    CLASS 0
 EJ1262
 EJ1262.The horizontal coordinates were scaled from a topographic map and have
 EJ1262.an estimated accuracy of +/- 6 seconds.
 EJ1262
 EJ1262.The orthometric height was determined by differential leveling
 EJ1262.and adjusted by the National Geodetic Survey in June 1991..
 EJ1262
 EJ1262.The geoid height was determined by GEOID03.
 EJ1262
 EJ1262.The dynamic height is computed by dividing the NAVD 88
 EJ1262.geopotential number by the normal gravity value computed on the
 EJ1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1262.degrees latitude (g = 980.6199 gals.).
 EJ1262
 EJ1262.The modeled gravity was interpolated from observed gravity values.
 EJ1262
 EJ1262;                    North         East    Units  Estimated Accuracy
 EJ1262;SPC AR S     -   572,540.      264,990.      MT  (+/- 180 meters Scaled)
 EJ1262
 EJ1262                          SUPERSEDED SURVEY CONTROL
 EJ1262
 EJ1262  NGVD 29 (??/??/92)  125.704  (m)          412.41   (f) ADJ UNCH    2 0
 EJ1262
 EJ1262.Superseded values are not recommended for survey control.
 EJ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1262.See file dsdata.txt to determine how the superseded data were derived.
 EJ1262
 EJ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT571859(NAD 83)
 EJ1262_MARKER: R = RIVET
 EJ1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1262_SP_SET: CULVERT
 EJ1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1262
 EJ1262  HISTORY     - Date     Condition        Report By
 EJ1262  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1262  HISTORY     - 1934     GOOD             NGS
 EJ1262
 EJ1262                          STATION DESCRIPTION
 EJ1262
 EJ1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1262'4.1 MI S FROM AMITY.
 EJ1262'4.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1262'AT AMITY, CLARK COUNTY, AT POLE 458+15, AND IN THE EAST HEADWALL OF A
 EJ1262'4-FOOT CONCRETE PIPE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1264 ***********************************************************************
 EJ1264  DESIGNATION -  RV 558
 EJ1264  PID         -  EJ1264
 EJ1264  STATE/COUNTY-  AR/CLARK
 EJ1264  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1264
 EJ1264                         *CURRENT SURVEY CONTROL
 EJ1264  ___________________________________________________________________
 EJ1264* NAD 83(1986)-  34 14 13.     (N)    093 28 25.     (W)     SCALED    
 EJ1264* NAVD 88     -       127.194  (meters)     417.30   (feet)  ADJUSTED  
 EJ1264  ___________________________________________________________________
 EJ1264  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EJ1264  DYNAMIC HT  -         127.066 (meters)     416.88  (feet)  COMP
 EJ1264  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 EJ1264
 EJ1264  VERT ORDER  -  SECOND    CLASS 0
 EJ1264
 EJ1264.The horizontal coordinates were scaled from a topographic map and have
 EJ1264.an estimated accuracy of +/- 6 seconds.
 EJ1264
 EJ1264.The orthometric height was determined by differential leveling
 EJ1264.and adjusted by the National Geodetic Survey in June 1991..
 EJ1264
 EJ1264.The geoid height was determined by GEOID03.
 EJ1264
 EJ1264.The dynamic height is computed by dividing the NAVD 88
 EJ1264.geopotential number by the normal gravity value computed on the
 EJ1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1264.degrees latitude (g = 980.6199 gals.).
 EJ1264
 EJ1264.The modeled gravity was interpolated from observed gravity values.
 EJ1264
 EJ1264;                    North         East    Units  Estimated Accuracy
 EJ1264;SPC AR S     -   575,140.      264,260.      MT  (+/- 180 meters Scaled)
 EJ1264
 EJ1264                          SUPERSEDED SURVEY CONTROL
 EJ1264
 EJ1264  NGVD 29 (??/??/92)  127.186  (m)          417.28   (f) ADJ UNCH    2 0
 EJ1264
 EJ1264.Superseded values are not recommended for survey control.
 EJ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1264.See file dsdata.txt to determine how the superseded data were derived.
 EJ1264
 EJ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT563885(NAD 83)
 EJ1264_MARKER: R = RIVET
 EJ1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1264_SP_SET: CULVERT
 EJ1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1264
 EJ1264  HISTORY     - Date     Condition        Report By
 EJ1264  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1264  HISTORY     - 1934     GOOD             NGS
 EJ1264
 EJ1264                          STATION DESCRIPTION
 EJ1264
 EJ1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1264'2.3 MI S FROM AMITY.
 EJ1264'2.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1264'AT AMITY, CLARK COUNTY, AT POLE 460+11, AND IN THE WEST HEADWALL OF A
 EJ1264'4-FOOT CONCRETE PIPE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1265 ***********************************************************************
 EJ1265  DESIGNATION -  RV 559
 EJ1265  PID         -  EJ1265
 EJ1265  STATE/COUNTY-  AR/CLARK
 EJ1265  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1265
 EJ1265                         *CURRENT SURVEY CONTROL
 EJ1265  ___________________________________________________________________
 EJ1265* NAD 83(1986)-  34 14 38.     (N)    093 28 49.     (W)     SCALED    
 EJ1265* NAVD 88     -       131.391  (meters)     431.07   (feet)  ADJUSTED  
 EJ1265  ___________________________________________________________________
 EJ1265  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EJ1265  DYNAMIC HT  -         131.259 (meters)     430.64  (feet)  COMP
 EJ1265  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 EJ1265
 EJ1265  VERT ORDER  -  SECOND    CLASS 0
 EJ1265
 EJ1265.The horizontal coordinates were scaled from a topographic map and have
 EJ1265.an estimated accuracy of +/- 6 seconds.
 EJ1265
 EJ1265.The orthometric height was determined by differential leveling
 EJ1265.and adjusted by the National Geodetic Survey in June 1991..
 EJ1265
 EJ1265.The geoid height was determined by GEOID03.
 EJ1265
 EJ1265.The dynamic height is computed by dividing the NAVD 88
 EJ1265.geopotential number by the normal gravity value computed on the
 EJ1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1265.degrees latitude (g = 980.6199 gals.).
 EJ1265
 EJ1265.The modeled gravity was interpolated from observed gravity values.
 EJ1265
 EJ1265;                    North         East    Units  Estimated Accuracy
 EJ1265;SPC AR S     -   575,920.      263,650.      MT  (+/- 180 meters Scaled)
 EJ1265
 EJ1265                          SUPERSEDED SURVEY CONTROL
 EJ1265
 EJ1265  NGVD 29 (??/??/92)  131.381  (m)          431.04   (f) ADJ UNCH    2 0
 EJ1265
 EJ1265.Superseded values are not recommended for survey control.
 EJ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1265.See file dsdata.txt to determine how the superseded data were derived.
 EJ1265
 EJ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT557893(NAD 83)
 EJ1265_MARKER: R = RIVET
 EJ1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1265_SP_SET: CULVERT
 EJ1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1265
 EJ1265  HISTORY     - Date     Condition        Report By
 EJ1265  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1265  HISTORY     - 1934     GOOD             NGS
 EJ1265
 EJ1265                          STATION DESCRIPTION
 EJ1265
 EJ1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1265'1.5 MI S FROM AMITY.
 EJ1265'1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1265'AT AMITY, CLARK COUNTY, AT POLE 461+02, AND IN THE EAST HEADWALL OR A
 EJ1265'2-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0979 ***********************************************************************
 FF0979  DESIGNATION -  RV 56
 FF0979  PID         -  FF0979
 FF0979  STATE/COUNTY-  AR/JACKSON
 FF0979  USGS QUAD   -  TUCKERMAN (1981)
 FF0979
 FF0979                         *CURRENT SURVEY CONTROL
 FF0979  ___________________________________________________________________
 FF0979* NAD 83(1986)-  35 41 48.     (N)    091 13 15.     (W)     SCALED    
 FF0979* NAVD 88     -        73.201  (meters)     240.16   (feet)  ADJUSTED  
 FF0979  ___________________________________________________________________
 FF0979  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0979  DYNAMIC HT  -          73.138 (meters)     239.95  (feet)  COMP
 FF0979  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 FF0979
 FF0979  VERT ORDER  -  FIRST     CLASS II
 FF0979
 FF0979.The horizontal coordinates were scaled from a topographic map and have
 FF0979.an estimated accuracy of +/- 6 seconds.
 FF0979
 FF0979.The orthometric height was determined by differential leveling
 FF0979.and adjusted by the National Geodetic Survey in June 1991..
 FF0979
 FF0979.The geoid height was determined by GEOID03.
 FF0979
 FF0979.The dynamic height is computed by dividing the NAVD 88
 FF0979.geopotential number by the normal gravity value computed on the
 FF0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0979.degrees latitude (g = 980.6199 gals.).
 FF0979
 FF0979.The modeled gravity was interpolated from observed gravity values.
 FF0979
 FF0979;                    North         East    Units  Estimated Accuracy
 FF0979;SPC AR N     -   151,530.      470,520.      MT  (+/- 180 meters Scaled)
 FF0979
 FF0979                          SUPERSEDED SURVEY CONTROL
 FF0979
 FF0979  NGVD 29 (??/??/??)   73.132  (m)          239.93   (f) ADJUSTED    1 2
 FF0979
 FF0979.Superseded values are not recommended for survey control.
 FF0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0979.See file dsdata.txt to determine how the superseded data were derived.
 FF0979
 FF0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV609517(NAD 83)
 FF0979_MARKER: R = RIVET
 FF0979_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0979_SP_SET: CULVERT
 FF0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0979
 FF0979  HISTORY     - Date     Condition        Report By
 FF0979  HISTORY     - UNK      MONUMENTED       MPRR
 FF0979  HISTORY     - 1931     GOOD             CGS
 FF0979  HISTORY     - 1934     GOOD             CGS
 FF0979  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF0979
 FF0979                          STATION DESCRIPTION
 FF0979
 FF0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0979'2.5 MI SW FROM TUCKERMAN.
 FF0979'ABOUT 2-1/2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0979'FROM TUCKERMAN, JACKSON COUNTY, AT POLE 254+20, AND IN THE CENTER
 FF0979'OF THE WEST HEAD WALL OF A 5- BY 7-FOOT CONCRETE CULVERT.  A
 FF0979'STANDARD MONEL-METAL RIVET.
 FF0979
 FF0979                          STATION RECOVERY (1934)
 FF0979
 FF0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0979'RECOVERED IN GOOD CONDITION.
 FF0979
 FF0979                          STATION RECOVERY (2002)
 FF0979
 FF0979'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0979'ADDITIONAL PREFAB CONCRETE ATOP EXISTING HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1266 ***********************************************************************
 EJ1266  DESIGNATION -  RV 560
 EJ1266  PID         -  EJ1266
 EJ1266  STATE/COUNTY-  AR/CLARK
 EJ1266  USGS QUAD   -  AMITY (1966)
 EJ1266
 EJ1266                         *CURRENT SURVEY CONTROL
 EJ1266  ___________________________________________________________________
 EJ1266* NAD 83(1986)-  34 15 04.     (N)    093 28 43.     (W)     SCALED    
 EJ1266* NAVD 88     -       134.352  (meters)     440.79   (feet)  ADJUSTED  
 EJ1266  ___________________________________________________________________
 EJ1266  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EJ1266  DYNAMIC HT  -         134.217 (meters)     440.34  (feet)  COMP
 EJ1266  MODELED GRAV-     979,625.7   (mgal)                       NAVD 88
 EJ1266
 EJ1266  VERT ORDER  -  SECOND    CLASS 0
 EJ1266
 EJ1266.The horizontal coordinates were scaled from a topographic map and have
 EJ1266.an estimated accuracy of +/- 6 seconds.
 EJ1266
 EJ1266.The orthometric height was determined by differential leveling
 EJ1266.and adjusted by the National Geodetic Survey in June 1991..
 EJ1266
 EJ1266.The geoid height was determined by GEOID03.
 EJ1266
 EJ1266.The dynamic height is computed by dividing the NAVD 88
 EJ1266.geopotential number by the normal gravity value computed on the
 EJ1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1266.degrees latitude (g = 980.6199 gals.).
 EJ1266
 EJ1266.The modeled gravity was interpolated from observed gravity values.
 EJ1266
 EJ1266;                    North         East    Units  Estimated Accuracy
 EJ1266;SPC AR S     -   576,720.      263,820.      MT  (+/- 180 meters Scaled)
 EJ1266
 EJ1266                          SUPERSEDED SURVEY CONTROL
 EJ1266
 EJ1266  NGVD 29 (??/??/92)  134.342  (m)          440.75   (f) ADJ UNCH    2 0
 EJ1266
 EJ1266.Superseded values are not recommended for survey control.
 EJ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1266.See file dsdata.txt to determine how the superseded data were derived.
 EJ1266
 EJ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT559901(NAD 83)
 EJ1266_MARKER: R = RIVET
 EJ1266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1266_SP_SET: CULVERT
 EJ1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1266
 EJ1266  HISTORY     - Date     Condition        Report By
 EJ1266  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1266  HISTORY     - 1934     GOOD             NGS
 EJ1266
 EJ1266                          STATION DESCRIPTION
 EJ1266
 EJ1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1266'0.9 MI S FROM AMITY.
 EJ1266'0.9 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 EJ1266'AMITY, CLARK COUNTY, AT POLE 461+25, AND IN THE WEST HEADWALL OF A
 EJ1266'3-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1268 ***********************************************************************
 EJ1268  DESIGNATION -  RV 561
 EJ1268  PID         -  EJ1268
 EJ1268  STATE/COUNTY-  AR/CLARK
 EJ1268  USGS QUAD   -  AMITY (1966)
 EJ1268
 EJ1268                         *CURRENT SURVEY CONTROL
 EJ1268  ___________________________________________________________________
 EJ1268* NAD 83(1986)-  34 15 53.     (N)    093 28 34.     (W)     SCALED    
 EJ1268* NAVD 88     -       143.679  (meters)     471.39   (feet)  ADJUSTED  
 EJ1268  ___________________________________________________________________
 EJ1268  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EJ1268  DYNAMIC HT  -         143.534 (meters)     470.91  (feet)  COMP
 EJ1268  MODELED GRAV-     979,624.4   (mgal)                       NAVD 88
 EJ1268
 EJ1268  VERT ORDER  -  SECOND    CLASS 0
 EJ1268
 EJ1268.The horizontal coordinates were scaled from a topographic map and have
 EJ1268.an estimated accuracy of +/- 6 seconds.
 EJ1268
 EJ1268.The orthometric height was determined by differential leveling
 EJ1268.and adjusted by the National Geodetic Survey in June 1991..
 EJ1268
 EJ1268.The geoid height was determined by GEOID03.
 EJ1268
 EJ1268.The dynamic height is computed by dividing the NAVD 88
 EJ1268.geopotential number by the normal gravity value computed on the
 EJ1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1268.degrees latitude (g = 980.6199 gals.).
 EJ1268
 EJ1268.The modeled gravity was interpolated from observed gravity values.
 EJ1268
 EJ1268;                    North         East    Units  Estimated Accuracy
 EJ1268;SPC AR S     -   578,230.      264,070.      MT  (+/- 180 meters Scaled)
 EJ1268
 EJ1268                          SUPERSEDED SURVEY CONTROL
 EJ1268
 EJ1268  NGVD 29 (??/??/92)  143.665  (m)          471.34   (f) ADJ UNCH    2 0
 EJ1268
 EJ1268.Superseded values are not recommended for survey control.
 EJ1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1268.See file dsdata.txt to determine how the superseded data were derived.
 EJ1268
 EJ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT561916(NAD 83)
 EJ1268_MARKER: R = RIVET
 EJ1268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1268_SP_SET: CULVERT
 EJ1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1268
 EJ1268  HISTORY     - Date     Condition        Report By
 EJ1268  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1268  HISTORY     - 1935     GOOD             NGS
 EJ1268
 EJ1268                          STATION DESCRIPTION
 EJ1268
 EJ1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1268'IN AMITY.
 EJ1268'AT AMITY, CLARK COUNTY, ON THE MISSOURI PACIFIC RAILROAD, AT POLE
 EJ1268'462+21, AND IN THE WEST HEADWALL OF A 2-FOOT CONCRETE CULVERT.  A
 EJ1268'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1269 ***********************************************************************
 EJ1269  DESIGNATION -  RV 562
 EJ1269  PID         -  EJ1269
 EJ1269  STATE/COUNTY-  AR/CLARK
 EJ1269  USGS QUAD   -  AMITY (1966)
 EJ1269
 EJ1269                         *CURRENT SURVEY CONTROL
 EJ1269  ___________________________________________________________________
 EJ1269* NAD 83(1986)-  34 16 11.     (N)    093 28 13.     (W)     SCALED    
 EJ1269* NAVD 88     -       149.342  (meters)     489.97   (feet)  ADJUSTED  
 EJ1269  ___________________________________________________________________
 EJ1269  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EJ1269  DYNAMIC HT  -         149.191 (meters)     489.47  (feet)  COMP
 EJ1269  MODELED GRAV-     979,623.8   (mgal)                       NAVD 88
 EJ1269
 EJ1269  VERT ORDER  -  SECOND    CLASS 0
 EJ1269
 EJ1269.The horizontal coordinates were scaled from a topographic map and have
 EJ1269.an estimated accuracy of +/- 6 seconds.
 EJ1269
 EJ1269.The orthometric height was determined by differential leveling
 EJ1269.and adjusted by the National Geodetic Survey in June 1991..
 EJ1269
 EJ1269.The geoid height was determined by GEOID03.
 EJ1269
 EJ1269.The dynamic height is computed by dividing the NAVD 88
 EJ1269.geopotential number by the normal gravity value computed on the
 EJ1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1269.degrees latitude (g = 980.6199 gals.).
 EJ1269
 EJ1269.The modeled gravity was interpolated from observed gravity values.
 EJ1269
 EJ1269;                    North         East    Units  Estimated Accuracy
 EJ1269;SPC AR S     -   578,770.      264,610.      MT  (+/- 180 meters Scaled)
 EJ1269
 EJ1269                          SUPERSEDED SURVEY CONTROL
 EJ1269
 EJ1269  NGVD 29 (??/??/92)  149.327  (m)          489.92   (f) ADJ UNCH    2 0
 EJ1269
 EJ1269.Superseded values are not recommended for survey control.
 EJ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1269.See file dsdata.txt to determine how the superseded data were derived.
 EJ1269
 EJ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT567921(NAD 83)
 EJ1269_MARKER: R = RIVET
 EJ1269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1269_SP_SET: BRIDGE ABUTMENT
 EJ1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1269
 EJ1269  HISTORY     - Date     Condition        Report By
 EJ1269  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1269  HISTORY     - 1934     GOOD             NGS
 EJ1269
 EJ1269                          STATION DESCRIPTION
 EJ1269
 EJ1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1269'0.6 MI N FROM AMITY.
 EJ1269'0.6 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 EJ1269'AMITY, CLARK COUNTY, AT POLE 463+06, 50 FEET NORTH OF THE TRACK, AND
 EJ1269'IN THE SOUTHEAST CORNER OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY
 EJ1269'BRIDGE.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1270 ***********************************************************************
 EJ1270  DESIGNATION -  RV 563
 EJ1270  PID         -  EJ1270
 EJ1270  STATE/COUNTY-  AR/CLARK
 EJ1270  USGS QUAD   -  AMITY (1966)
 EJ1270
 EJ1270                         *CURRENT SURVEY CONTROL
 EJ1270  ___________________________________________________________________
 EJ1270* NAD 83(1986)-  34 16 32.     (N)    093 28 35.     (W)     SCALED    
 EJ1270* NAVD 88     -       154.612  (meters)     507.26   (feet)  ADJUSTED  
 EJ1270  ___________________________________________________________________
 EJ1270  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EJ1270  DYNAMIC HT  -         154.456 (meters)     506.74  (feet)  COMP
 EJ1270  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 EJ1270
 EJ1270  VERT ORDER  -  SECOND    CLASS 0
 EJ1270
 EJ1270.The horizontal coordinates were scaled from a topographic map and have
 EJ1270.an estimated accuracy of +/- 6 seconds.
 EJ1270
 EJ1270.The orthometric height was determined by differential leveling
 EJ1270.and adjusted by the National Geodetic Survey in June 1991..
 EJ1270
 EJ1270.The geoid height was determined by GEOID03.
 EJ1270
 EJ1270.The dynamic height is computed by dividing the NAVD 88
 EJ1270.geopotential number by the normal gravity value computed on the
 EJ1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1270.degrees latitude (g = 980.6199 gals.).
 EJ1270
 EJ1270.The modeled gravity was interpolated from observed gravity values.
 EJ1270
 EJ1270;                    North         East    Units  Estimated Accuracy
 EJ1270;SPC AR S     -   579,430.      264,060.      MT  (+/- 180 meters Scaled)
 EJ1270
 EJ1270                          SUPERSEDED SURVEY CONTROL
 EJ1270
 EJ1270  NGVD 29 (??/??/92)  154.597  (m)          507.21   (f) ADJ UNCH    2 0
 EJ1270
 EJ1270.Superseded values are not recommended for survey control.
 EJ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1270.See file dsdata.txt to determine how the superseded data were derived.
 EJ1270
 EJ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT561928(NAD 83)
 EJ1270_MARKER: R = RIVET
 EJ1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1270_SP_SET: CULVERT
 EJ1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1270
 EJ1270  HISTORY     - Date     Condition        Report By
 EJ1270  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1270  HISTORY     - 1934     GOOD             NGS
 EJ1270
 EJ1270                          STATION DESCRIPTION
 EJ1270
 EJ1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1270'1.4 MI N FROM AMITY.
 EJ1270'1.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1270'AT AMITY, CLARK COUNTY, AT MILEPOST 464, AND IN THE EAST HEADWALL OF A
 EJ1270'2-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1271 ***********************************************************************
 EJ1271  DESIGNATION -  RV 564
 EJ1271  PID         -  EJ1271
 EJ1271  STATE/COUNTY-  AR/CLARK
 EJ1271  USGS QUAD   -  AMITY (1966)
 EJ1271
 EJ1271                         *CURRENT SURVEY CONTROL
 EJ1271  ___________________________________________________________________
 EJ1271* NAD 83(1986)-  34 16 25.     (N)    093 29 31.     (W)     SCALED    
 EJ1271* NAVD 88     -       165.772  (meters)     543.87   (feet)  ADJUSTED  
 EJ1271  ___________________________________________________________________
 EJ1271  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EJ1271  DYNAMIC HT  -         165.604 (meters)     543.32  (feet)  COMP
 EJ1271  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 EJ1271
 EJ1271  VERT ORDER  -  SECOND    CLASS 0
 EJ1271
 EJ1271.The horizontal coordinates were scaled from a topographic map and have
 EJ1271.an estimated accuracy of +/- 6 seconds.
 EJ1271
 EJ1271.The orthometric height was determined by differential leveling
 EJ1271.and adjusted by the National Geodetic Survey in June 1991..
 EJ1271
 EJ1271.The geoid height was determined by GEOID03.
 EJ1271
 EJ1271.The dynamic height is computed by dividing the NAVD 88
 EJ1271.geopotential number by the normal gravity value computed on the
 EJ1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1271.degrees latitude (g = 980.6199 gals.).
 EJ1271
 EJ1271.The modeled gravity was interpolated from observed gravity values.
 EJ1271
 EJ1271;                    North         East    Units  Estimated Accuracy
 EJ1271;SPC AR S     -   579,230.      262,630.      MT  (+/- 180 meters Scaled)
 EJ1271
 EJ1271                          SUPERSEDED SURVEY CONTROL
 EJ1271
 EJ1271  NGVD 29 (??/??/92)  165.751  (m)          543.80   (f) ADJ UNCH    2 0
 EJ1271
 EJ1271.Superseded values are not recommended for survey control.
 EJ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1271.See file dsdata.txt to determine how the superseded data were derived.
 EJ1271
 EJ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT547926(NAD 83)
 EJ1271_MARKER: R = RIVET
 EJ1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1271_SP_SET: CULVERT
 EJ1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1271
 EJ1271  HISTORY     - Date     Condition        Report By
 EJ1271  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1271  HISTORY     - 1934     GOOD             NGS
 EJ1271
 EJ1271                          STATION DESCRIPTION
 EJ1271
 EJ1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1271'2.7 MI N FROM AMITY.
 EJ1271'IN PIKE COUNTY, 2.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 EJ1271'FROM THE STATION AT AMITY, CLARK COUNTY, AT POLE 465+10, AND IN THE
 EJ1271'WEST HEADWALL OF AN 18-INCH CONCRETE CULVERT.  A STANDARD MONEL-METAL
 EJ1271'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1272 ***********************************************************************
 EJ1272  DESIGNATION -  RV 565
 EJ1272  PID         -  EJ1272
 EJ1272  STATE/COUNTY-  AR/PIKE
 EJ1272  USGS QUAD   -  AMITY (1966)
 EJ1272
 EJ1272                         *CURRENT SURVEY CONTROL
 EJ1272  ___________________________________________________________________
 EJ1272* NAD 83(1986)-  34 16 51.     (N)    093 29 26.     (W)     SCALED    
 EJ1272* NAVD 88     -       168.572  (meters)     553.06   (feet)  ADJUSTED  
 EJ1272  ___________________________________________________________________
 EJ1272  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EJ1272  DYNAMIC HT  -         168.402 (meters)     552.50  (feet)  COMP
 EJ1272  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 EJ1272
 EJ1272  VERT ORDER  -  SECOND    CLASS 0
 EJ1272
 EJ1272.The horizontal coordinates were scaled from a topographic map and have
 EJ1272.an estimated accuracy of +/- 6 seconds.
 EJ1272
 EJ1272.The orthometric height was determined by differential leveling
 EJ1272.and adjusted by the National Geodetic Survey in June 1991..
 EJ1272
 EJ1272.The geoid height was determined by GEOID03.
 EJ1272
 EJ1272.The dynamic height is computed by dividing the NAVD 88
 EJ1272.geopotential number by the normal gravity value computed on the
 EJ1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1272.degrees latitude (g = 980.6199 gals.).
 EJ1272
 EJ1272.The modeled gravity was interpolated from observed gravity values.
 EJ1272
 EJ1272;                    North         East    Units  Estimated Accuracy
 EJ1272;SPC AR S     -   580,030.      262,770.      MT  (+/- 180 meters Scaled)
 EJ1272
 EJ1272                          SUPERSEDED SURVEY CONTROL
 EJ1272
 EJ1272  NGVD 29 (??/??/92)  168.550  (m)          552.98   (f) ADJ UNCH    2 0
 EJ1272
 EJ1272.Superseded values are not recommended for survey control.
 EJ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1272.See file dsdata.txt to determine how the superseded data were derived.
 EJ1272
 EJ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT548934(NAD 83)
 EJ1272_MARKER: R = RIVET
 EJ1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1272_SP_SET: CULVERT
 EJ1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1272
 EJ1272  HISTORY     - Date     Condition        Report By
 EJ1272  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1272  HISTORY     - 1934     GOOD             NGS
 EJ1272  HISTORY     - 1962     GOOD             NGS
 EJ1272
 EJ1272                          STATION DESCRIPTION
 EJ1272
 EJ1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1272'1.2 MI S FROM ROSBORO.
 EJ1272'1.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1272'AT ROSBORO, PIKE COUNTY, AT POLE 465+24, AND IN THE WEST HEADWALL OF A
 EJ1272'3-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 EJ1272
 EJ1272                          STATION RECOVERY (1962)
 EJ1272
 EJ1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1273 ***********************************************************************
 EJ1273  DESIGNATION -  RV 566
 EJ1273  PID         -  EJ1273
 EJ1273  STATE/COUNTY-  AR/PIKE
 EJ1273  USGS QUAD   -  AMITY (1966)
 EJ1273
 EJ1273                         *CURRENT SURVEY CONTROL
 EJ1273  ___________________________________________________________________
 EJ1273* NAD 83(1986)-  34 17 01.     (N)    093 29 54.     (W)     SCALED    
 EJ1273* NAVD 88     -       171.060  (meters)     561.22   (feet)  ADJUSTED  
 EJ1273  ___________________________________________________________________
 EJ1273  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EJ1273  DYNAMIC HT  -         170.888 (meters)     560.65  (feet)  COMP
 EJ1273  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 EJ1273
 EJ1273  VERT ORDER  -  SECOND    CLASS 0
 EJ1273
 EJ1273.The horizontal coordinates were scaled from a topographic map and have
 EJ1273.an estimated accuracy of +/- 6 seconds.
 EJ1273
 EJ1273.The orthometric height was determined by differential leveling
 EJ1273.and adjusted by the National Geodetic Survey in June 1991..
 EJ1273
 EJ1273.The geoid height was determined by GEOID03.
 EJ1273
 EJ1273.The dynamic height is computed by dividing the NAVD 88
 EJ1273.geopotential number by the normal gravity value computed on the
 EJ1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1273.degrees latitude (g = 980.6199 gals.).
 EJ1273
 EJ1273.The modeled gravity was interpolated from observed gravity values.
 EJ1273
 EJ1273;                    North         East    Units  Estimated Accuracy
 EJ1273;SPC AR S     -   580,350.      262,050.      MT  (+/- 180 meters Scaled)
 EJ1273
 EJ1273                          SUPERSEDED SURVEY CONTROL
 EJ1273
 EJ1273  NGVD 29 (??/??/92)  171.038  (m)          561.15   (f) ADJ UNCH    2 0
 EJ1273
 EJ1273.Superseded values are not recommended for survey control.
 EJ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1273.See file dsdata.txt to determine how the superseded data were derived.
 EJ1273
 EJ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT541937(NAD 83)
 EJ1273_MARKER: R = RIVET
 EJ1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1273_SP_SET: CULVERT
 EJ1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1273
 EJ1273  HISTORY     - Date     Condition        Report By
 EJ1273  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1273  HISTORY     - 1934     MARK NOT FOUND   NGS
 EJ1273  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1273
 EJ1273                          STATION DESCRIPTION
 EJ1273
 EJ1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1273'0.7 MI S FROM ROSBORO.
 EJ1273'0.7 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 EJ1273'ROSBORO, PIKE COUNTY, AT POLE 466+09, AND IN THE WEST HEADWALL OF A
 EJ1273'2-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 EJ1273
 EJ1273                          STATION RECOVERY (1962)
 EJ1273
 EJ1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1274 ***********************************************************************
 EJ1274  DESIGNATION -  RV 567
 EJ1274  PID         -  EJ1274
 EJ1274  STATE/COUNTY-  AR/PIKE
 EJ1274  USGS QUAD   -  GLENWOOD (1979)
 EJ1274
 EJ1274                         *CURRENT SURVEY CONTROL
 EJ1274  ___________________________________________________________________
 EJ1274* NAD 83(1986)-  34 17 27.     (N)    093 30 25.     (W)     SCALED    
 EJ1274* NAVD 88     -       179.965  (meters)     590.44   (feet)  ADJUSTED  
 EJ1274  ___________________________________________________________________
 EJ1274  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EJ1274  DYNAMIC HT  -         179.784 (meters)     589.84  (feet)  COMP
 EJ1274  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 EJ1274
 EJ1274  VERT ORDER  -  SECOND    CLASS 0
 EJ1274
 EJ1274.The horizontal coordinates were scaled from a topographic map and have
 EJ1274.an estimated accuracy of +/- 6 seconds.
 EJ1274
 EJ1274.The orthometric height was determined by differential leveling
 EJ1274.and adjusted by the National Geodetic Survey in June 1991..
 EJ1274
 EJ1274.The geoid height was determined by GEOID03.
 EJ1274
 EJ1274.The dynamic height is computed by dividing the NAVD 88
 EJ1274.geopotential number by the normal gravity value computed on the
 EJ1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1274.degrees latitude (g = 980.6199 gals.).
 EJ1274
 EJ1274.The modeled gravity was interpolated from observed gravity values.
 EJ1274
 EJ1274;                    North         East    Units  Estimated Accuracy
 EJ1274;SPC AR S     -   581,160.      261,270.      MT  (+/- 180 meters Scaled)
 EJ1274
 EJ1274                          SUPERSEDED SURVEY CONTROL
 EJ1274
 EJ1274  NGVD 29 (??/??/92)  179.942  (m)          590.36   (f) ADJ UNCH    2 0
 EJ1274
 EJ1274.Superseded values are not recommended for survey control.
 EJ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1274.See file dsdata.txt to determine how the superseded data were derived.
 EJ1274
 EJ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT533945(NAD 83)
 EJ1274_MARKER: R = RIVET
 EJ1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1274_SP_SET: CULVERT
 EJ1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1274
 EJ1274  HISTORY     - Date     Condition        Report By
 EJ1274  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1274  HISTORY     - 1934     GOOD             NGS
 EJ1274  HISTORY     - 1962     GOOD             NGS
 EJ1274
 EJ1274                          STATION DESCRIPTION
 EJ1274
 EJ1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1274'IN ROSBORO.
 EJ1274'AT ROSBORO, PIKE COUNTY, ON THE MISSOURI PACIFIC RAILROAD, AT POLE
 EJ1274'467+01, AND IN THE EAST HEADWALL OF AN 18-INCH CONCRETE CULVERT.  A
 EJ1274'STANDARD MONEL-METAL RIVET.  NOTE-- ABOUT 225 FT S OF THE RAILROAD
 EJ1274'CROSSING AT ROSBORO.
 EJ1274
 EJ1274                          STATION RECOVERY (1962)
 EJ1274
 EJ1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1367 ***********************************************************************
 EJ1367  DESIGNATION -  RV 568
 EJ1367  PID         -  EJ1367
 EJ1367  STATE/COUNTY-  AR/PIKE
 EJ1367  USGS QUAD   -  GLENWOOD (1979)
 EJ1367
 EJ1367                         *CURRENT SURVEY CONTROL
 EJ1367  ___________________________________________________________________
 EJ1367* NAD 83(1986)-  34 17 37.     (N)    093 30 53.     (W)     SCALED    
 EJ1367* NAVD 88     -       182.714  (meters)     599.45   (feet)  ADJUSTED  
 EJ1367  ___________________________________________________________________
 EJ1367  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EJ1367  DYNAMIC HT  -         182.530 (meters)     598.85  (feet)  COMP
 EJ1367  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 EJ1367
 EJ1367  VERT ORDER  -  SECOND    CLASS 0
 EJ1367
 EJ1367.The horizontal coordinates were scaled from a topographic map and have
 EJ1367.an estimated accuracy of +/- 6 seconds.
 EJ1367
 EJ1367.The orthometric height was determined by differential leveling
 EJ1367.and adjusted by the National Geodetic Survey in June 1991..
 EJ1367
 EJ1367.The geoid height was determined by GEOID03.
 EJ1367
 EJ1367.The dynamic height is computed by dividing the NAVD 88
 EJ1367.geopotential number by the normal gravity value computed on the
 EJ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1367.degrees latitude (g = 980.6199 gals.).
 EJ1367
 EJ1367.The modeled gravity was interpolated from observed gravity values.
 EJ1367
 EJ1367;                    North         East    Units  Estimated Accuracy
 EJ1367;SPC AR S     -   581,480.      260,560.      MT  (+/- 180 meters Scaled)
 EJ1367
 EJ1367                          SUPERSEDED SURVEY CONTROL
 EJ1367
 EJ1367  NGVD 29 (??/??/92)  182.690  (m)          599.38   (f) ADJ UNCH    2 0
 EJ1367
 EJ1367.Superseded values are not recommended for survey control.
 EJ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1367.See file dsdata.txt to determine how the superseded data were derived.
 EJ1367
 EJ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT526948(NAD 83)
 EJ1367_MARKER: R = RIVET
 EJ1367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1367_SP_SET: CULVERT
 EJ1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1367
 EJ1367  HISTORY     - Date     Condition        Report By
 EJ1367  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1367  HISTORY     - 1934     GOOD             NGS
 EJ1367  HISTORY     - 1962     GOOD             NGS
 EJ1367
 EJ1367                          STATION DESCRIPTION
 EJ1367
 EJ1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1367'0.5 MI N FROM ROSBORO.
 EJ1367'0.5 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 EJ1367'ROSBORO, PIKE COUNTY, AT POLE 467+15, AND IN THE WEST HEADWALL OF A
 EJ1367'2-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 EJ1367
 EJ1367                          STATION RECOVERY (1962)
 EJ1367
 EJ1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1368 ***********************************************************************
 EJ1368  DESIGNATION -  RV 569
 EJ1368  PID         -  EJ1368
 EJ1368  STATE/COUNTY-  AR/PIKE
 EJ1368  USGS QUAD   -  GLENWOOD (1979)
 EJ1368
 EJ1368                         *CURRENT SURVEY CONTROL
 EJ1368  ___________________________________________________________________
 EJ1368* NAD 83(1986)-  34 17 57.     (N)    093 31 16.     (W)     SCALED    
 EJ1368* NAVD 88     -       185.724  (meters)     609.33   (feet)  ADJUSTED  
 EJ1368  ___________________________________________________________________
 EJ1368  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EJ1368  DYNAMIC HT  -         185.537 (meters)     608.72  (feet)  COMP
 EJ1368  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 EJ1368
 EJ1368  VERT ORDER  -  SECOND    CLASS 0
 EJ1368
 EJ1368.The horizontal coordinates were scaled from a topographic map and have
 EJ1368.an estimated accuracy of +/- 6 seconds.
 EJ1368
 EJ1368.The orthometric height was determined by differential leveling
 EJ1368.and adjusted by the National Geodetic Survey in June 1991..
 EJ1368
 EJ1368.The geoid height was determined by GEOID03.
 EJ1368
 EJ1368.The dynamic height is computed by dividing the NAVD 88
 EJ1368.geopotential number by the normal gravity value computed on the
 EJ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1368.degrees latitude (g = 980.6199 gals.).
 EJ1368
 EJ1368.The modeled gravity was interpolated from observed gravity values.
 EJ1368
 EJ1368;                    North         East    Units  Estimated Accuracy
 EJ1368;SPC AR S     -   582,110.      259,980.      MT  (+/- 180 meters Scaled)
 EJ1368
 EJ1368                          SUPERSEDED SURVEY CONTROL
 EJ1368
 EJ1368  NGVD 29 (??/??/92)  185.700  (m)          609.25   (f) ADJ UNCH    2 0
 EJ1368
 EJ1368.Superseded values are not recommended for survey control.
 EJ1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1368.See file dsdata.txt to determine how the superseded data were derived.
 EJ1368
 EJ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT520954(NAD 83)
 EJ1368_MARKER: R = RIVET
 EJ1368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1368_SP_SET: CULVERT
 EJ1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1368
 EJ1368  HISTORY     - Date     Condition        Report By
 EJ1368  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1368  HISTORY     - 1934     GOOD             NGS
 EJ1368  HISTORY     - 1962     GOOD             NGS
 EJ1368
 EJ1368                          STATION DESCRIPTION
 EJ1368
 EJ1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1368'1.0 MI N FROM ROSBORO.
 EJ1368'1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 EJ1368'ROSBORO, PIKE COUNTY, AT POLE 468+01, AND IN THE WEST HEADWALL OF AN
 EJ1368'18-INCH CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 EJ1368
 EJ1368                          STATION RECOVERY (1962)
 EJ1368
 EJ1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0980 ***********************************************************************
 FF0980  DESIGNATION -  RV 57
 FF0980  PID         -  FF0980
 FF0980  STATE/COUNTY-  AR/JACKSON
 FF0980  USGS QUAD   -  TUCKERMAN (1981)
 FF0980
 FF0980                         *CURRENT SURVEY CONTROL
 FF0980  ___________________________________________________________________
 FF0980* NAD 83(1986)-  35 42 14.     (N)    091 12 56.     (W)     SCALED    
 FF0980* NAVD 88     -        74.67   (+/-2cm)     245.0    (feet)  VERTCON   
 FF0980  ___________________________________________________________________
 FF0980  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF0980
 FF0980  VERT ORDER  -  ? (See Below)
 FF0980
 FF0980.The horizontal coordinates were scaled from a topographic map and have
 FF0980.an estimated accuracy of +/- 6 seconds.
 FF0980
 FF0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0980.The vertical order pertains to the NGVD 29 superseded value.
 FF0980
 FF0980.The geoid height was determined by GEOID03.
 FF0980
 FF0980;                    North         East    Units  Estimated Accuracy
 FF0980;SPC AR N     -   152,340.      470,990.      MT  (+/- 180 meters Scaled)
 FF0980
 FF0980                          SUPERSEDED SURVEY CONTROL
 FF0980
 FF0980  NGVD 29 (??/??/??)   74.603  (m)          244.76   (f) ADJUSTED    ?  
 FF0980
 FF0980.Superseded values are not recommended for survey control.
 FF0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0980.See file dsdata.txt to determine how the superseded data were derived.
 FF0980
 FF0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV614525(NAD 83)
 FF0980_MARKER: R = RIVET
 FF0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0980+STABILITY: SURFACE MOTION
 FF0980
 FF0980  HISTORY     - Date     Condition        Report By
 FF0980  HISTORY     - UNK      MONUMENTED       MPRR
 FF0980  HISTORY     - 1931     GOOD             CGS
 FF0980  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF0980
 FF0980                          STATION DESCRIPTION
 FF0980
 FF0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0980'2 MI SW FROM TUCKERMAN.
 FF0980'ABOUT 2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0980'TUCKERMAN, JACKSON COUNTY, AT POLE 253+37, AND IN THE NORTHWEST
 FF0980'CORNER OF THE CONCRETE FOUNDATION OF A BATTERY FEED.  A STANDARD
 FF0980'MONEL-METAL RIVET.
 FF0980
 FF0980                          STATION RECOVERY (1964)
 FF0980
 FF0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1369 ***********************************************************************
 EJ1369  DESIGNATION -  RV 570
 EJ1369  PID         -  EJ1369
 EJ1369  STATE/COUNTY-  AR/PIKE
 EJ1369  USGS QUAD   -  GLENWOOD (1979)
 EJ1369
 EJ1369                         *CURRENT SURVEY CONTROL
 EJ1369  ___________________________________________________________________
 EJ1369* NAD 83(1986)-  34 18 18.     (N)    093 32 10.     (W)     SCALED    
 EJ1369* NAVD 88     -       177.472  (meters)     582.26   (feet)  ADJUSTED  
 EJ1369  ___________________________________________________________________
 EJ1369  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EJ1369  DYNAMIC HT  -         177.292 (meters)     581.67  (feet)  COMP
 EJ1369  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 EJ1369
 EJ1369  VERT ORDER  -  SECOND    CLASS 0
 EJ1369
 EJ1369.The horizontal coordinates were scaled from a topographic map and have
 EJ1369.an estimated accuracy of +/- 6 seconds.
 EJ1369
 EJ1369.The orthometric height was determined by differential leveling
 EJ1369.and adjusted by the National Geodetic Survey in June 1991..
 EJ1369
 EJ1369.The geoid height was determined by GEOID03.
 EJ1369
 EJ1369.The dynamic height is computed by dividing the NAVD 88
 EJ1369.geopotential number by the normal gravity value computed on the
 EJ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1369.degrees latitude (g = 980.6199 gals.).
 EJ1369
 EJ1369.The modeled gravity was interpolated from observed gravity values.
 EJ1369
 EJ1369;                    North         East    Units  Estimated Accuracy
 EJ1369;SPC AR S     -   582,770.      258,610.      MT  (+/- 180 meters Scaled)
 EJ1369
 EJ1369                          SUPERSEDED SURVEY CONTROL
 EJ1369
 EJ1369  NGVD 29 (??/??/92)  177.447  (m)          582.17   (f) ADJ UNCH    2 0
 EJ1369
 EJ1369.Superseded values are not recommended for survey control.
 EJ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1369.See file dsdata.txt to determine how the superseded data were derived.
 EJ1369
 EJ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT506961(NAD 83)
 EJ1369_MARKER: R = RIVET
 EJ1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1369_SP_SET: CULVERT
 EJ1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1369
 EJ1369  HISTORY     - Date     Condition        Report By
 EJ1369  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1369  HISTORY     - 1934     GOOD             NGS
 EJ1369  HISTORY     - 1962     GOOD             NGS
 EJ1369
 EJ1369                          STATION DESCRIPTION
 EJ1369
 EJ1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1369'2.0 MI N FROM ROSBORO.
 EJ1369'2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1369'AT ROSBORO, PIKE COUNTY, AT MILEPOST 469, AND IN THE WEST HEADWALL OF
 EJ1369'A 3-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 EJ1369
 EJ1369                          STATION RECOVERY (1962)
 EJ1369
 EJ1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1370 ***********************************************************************
 EJ1370  DESIGNATION -  RV 571
 EJ1370  PID         -  EJ1370
 EJ1370  STATE/COUNTY-  AR/PIKE
 EJ1370  USGS QUAD   -  GLENWOOD (1979)
 EJ1370
 EJ1370                         *CURRENT SURVEY CONTROL
 EJ1370  ___________________________________________________________________
 EJ1370* NAD 83(1986)-  34 18 49.     (N)    093 32 14.     (W)     SCALED    
 EJ1370* NAVD 88     -       172.325  (meters)     565.37   (feet)  ADJUSTED  
 EJ1370  ___________________________________________________________________
 EJ1370  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EJ1370  DYNAMIC HT  -         172.150 (meters)     564.80  (feet)  COMP
 EJ1370  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 EJ1370
 EJ1370  VERT ORDER  -  SECOND    CLASS 0
 EJ1370
 EJ1370.The horizontal coordinates were scaled from a topographic map and have
 EJ1370.an estimated accuracy of +/- 6 seconds.
 EJ1370
 EJ1370.The orthometric height was determined by differential leveling
 EJ1370.and adjusted by the National Geodetic Survey in June 1991..
 EJ1370
 EJ1370.The geoid height was determined by GEOID03.
 EJ1370
 EJ1370.The dynamic height is computed by dividing the NAVD 88
 EJ1370.geopotential number by the normal gravity value computed on the
 EJ1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1370.degrees latitude (g = 980.6199 gals.).
 EJ1370
 EJ1370.The modeled gravity was interpolated from observed gravity values.
 EJ1370
 EJ1370;                    North         East    Units  Estimated Accuracy
 EJ1370;SPC AR S     -   583,730.      258,520.      MT  (+/- 180 meters Scaled)
 EJ1370
 EJ1370                          SUPERSEDED SURVEY CONTROL
 EJ1370
 EJ1370  NGVD 29 (??/??/92)  172.300  (m)          565.29   (f) ADJ UNCH    2 0
 EJ1370
 EJ1370.Superseded values are not recommended for survey control.
 EJ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1370.See file dsdata.txt to determine how the superseded data were derived.
 EJ1370
 EJ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT505970(NAD 83)
 EJ1370_MARKER: R = RIVET
 EJ1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1370_SP_SET: CULVERT
 EJ1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1370
 EJ1370  HISTORY     - Date     Condition        Report By
 EJ1370  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1370  HISTORY     - 1934     GOOD             NGS
 EJ1370  HISTORY     - 1962     GOOD             NGS
 EJ1370
 EJ1370                          STATION DESCRIPTION
 EJ1370
 EJ1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1370'1.2 MI SE FROM GLENWOOD.
 EJ1370'1.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1370'STATION AT GLENWOOD, PIKE COUNTY, AT POLE 469+17, AND IN THE EAST
 EJ1370'HEADWALL OF A 2-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 EJ1370
 EJ1370                          STATION RECOVERY (1962)
 EJ1370
 EJ1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1371 ***********************************************************************
 EJ1371  DESIGNATION -  RV 572
 EJ1371  PID         -  EJ1371
 EJ1371  STATE/COUNTY-  AR/PIKE
 EJ1371  USGS QUAD   -  GLENWOOD (1979)
 EJ1371
 EJ1371                         *CURRENT SURVEY CONTROL
 EJ1371  ___________________________________________________________________
 EJ1371* NAD 83(1986)-  34 19 12.     (N)    093 32 32.     (W)     SCALED    
 EJ1371* NAVD 88     -       168.728  (meters)     553.57   (feet)  ADJUSTED  
 EJ1371  ___________________________________________________________________
 EJ1371  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EJ1371  DYNAMIC HT  -         168.557 (meters)     553.01  (feet)  COMP
 EJ1371  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 EJ1371
 EJ1371  VERT ORDER  -  SECOND    CLASS 0
 EJ1371
 EJ1371.The horizontal coordinates were scaled from a topographic map and have
 EJ1371.an estimated accuracy of +/- 6 seconds.
 EJ1371
 EJ1371.The orthometric height was determined by differential leveling
 EJ1371.and adjusted by the National Geodetic Survey in June 1991..
 EJ1371
 EJ1371.The geoid height was determined by GEOID03.
 EJ1371
 EJ1371.The dynamic height is computed by dividing the NAVD 88
 EJ1371.geopotential number by the normal gravity value computed on the
 EJ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1371.degrees latitude (g = 980.6199 gals.).
 EJ1371
 EJ1371.The modeled gravity was interpolated from observed gravity values.
 EJ1371
 EJ1371;                    North         East    Units  Estimated Accuracy
 EJ1371;SPC AR S     -   584,450.      258,070.      MT  (+/- 180 meters Scaled)
 EJ1371
 EJ1371                          SUPERSEDED SURVEY CONTROL
 EJ1371
 EJ1371  NGVD 29 (??/??/92)  168.703  (m)          553.49   (f) ADJ UNCH    2 0
 EJ1371
 EJ1371.Superseded values are not recommended for survey control.
 EJ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1371.See file dsdata.txt to determine how the superseded data were derived.
 EJ1371
 EJ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT501977(NAD 83)
 EJ1371_MARKER: R = RIVET
 EJ1371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1371_SP_SET: BRIDGE
 EJ1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1371
 EJ1371  HISTORY     - Date     Condition        Report By
 EJ1371  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1371  HISTORY     - 1934     GOOD             NGS
 EJ1371  HISTORY     - 1962     GOOD             NGS
 EJ1371
 EJ1371                          STATION DESCRIPTION
 EJ1371
 EJ1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1371'0.7 MI SE FROM GLENWOOD.
 EJ1371'0.7 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1371'STATION AT GLENWOOD, PIKE COUNTY, AT POLE 470+04, ON THE EAST SIDE OF
 EJ1371'THE TRACK, AND IN THE SOUTH CONCRETE BACK WALL OF BRIDGE 46.0.  A
 EJ1371'STANDARD MONEL-METAL RIVET.
 EJ1371
 EJ1371                          STATION RECOVERY (1962)
 EJ1371
 EJ1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1373 ***********************************************************************
 EJ1373  DESIGNATION -  RV 573
 EJ1373  PID         -  EJ1373
 EJ1373  STATE/COUNTY-  AR/PIKE
 EJ1373  USGS QUAD   -  GLENWOOD (1979)
 EJ1373
 EJ1373                         *CURRENT SURVEY CONTROL
 EJ1373  ___________________________________________________________________
 EJ1373* NAD 83(1986)-  34 19 38.     (N)    093 33 11.     (W)     SCALED    
 EJ1373* NAVD 88     -       166.818  (meters)     547.30   (feet)  ADJUSTED  
 EJ1373  ___________________________________________________________________
 EJ1373  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EJ1373  DYNAMIC HT  -         166.649 (meters)     546.75  (feet)  COMP
 EJ1373  MODELED GRAV-     979,617.0   (mgal)                       NAVD 88
 EJ1373
 EJ1373  VERT ORDER  -  SECOND    CLASS 0
 EJ1373
 EJ1373.The horizontal coordinates were scaled from a topographic map and have
 EJ1373.an estimated accuracy of +/- 6 seconds.
 EJ1373
 EJ1373.The orthometric height was determined by differential leveling
 EJ1373.and adjusted by the National Geodetic Survey in June 1991..
 EJ1373
 EJ1373.The geoid height was determined by GEOID03.
 EJ1373
 EJ1373.The dynamic height is computed by dividing the NAVD 88
 EJ1373.geopotential number by the normal gravity value computed on the
 EJ1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1373.degrees latitude (g = 980.6199 gals.).
 EJ1373
 EJ1373.The modeled gravity was interpolated from observed gravity values.
 EJ1373
 EJ1373;                    North         East    Units  Estimated Accuracy
 EJ1373;SPC AR S     -   585,260.      257,090.      MT  (+/- 180 meters Scaled)
 EJ1373
 EJ1373                          SUPERSEDED SURVEY CONTROL
 EJ1373
 EJ1373  NGVD 29 (??/??/92)  166.79   (m)          547.2    (f) COMPUTED    2 0
 EJ1373
 EJ1373.Superseded values are not recommended for survey control.
 EJ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1373.See file dsdata.txt to determine how the superseded data were derived.
 EJ1373
 EJ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT491985(NAD 83)
 EJ1373_MARKER: R = RIVET
 EJ1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1373_SP_SET: CULVERT
 EJ1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1373
 EJ1373  HISTORY     - Date     Condition        Report By
 EJ1373  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1373  HISTORY     - 1961     GOOD             NGS
 EJ1373
 EJ1373                          STATION DESCRIPTION
 EJ1373
 EJ1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1373'IN GLENWOOD.
 EJ1373'AT GLENWOOD, PIKE COUNTY, 0.15 MILE NORTH OF THE MISSOURI PACIFIC
 EJ1373'RAILROAD STATION, AT POLE 471+01, AND IN THE EAST HEADWALL OF A 3- BY
 EJ1373'3-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1374 ***********************************************************************
 EJ1374  DESIGNATION -  RV 574
 EJ1374  PID         -  EJ1374
 EJ1374  STATE/COUNTY-  AR/PIKE
 EJ1374  USGS QUAD   -  GLENWOOD (1979)
 EJ1374
 EJ1374                         *CURRENT SURVEY CONTROL
 EJ1374  ___________________________________________________________________
 EJ1374* NAD 83(1986)-  34 19 48.     (N)    093 33 22.     (W)     SCALED    
 EJ1374* NAVD 88     -       167.187  (meters)     548.51   (feet)  ADJUSTED  
 EJ1374  ___________________________________________________________________
 EJ1374  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EJ1374  DYNAMIC HT  -         167.018 (meters)     547.96  (feet)  COMP
 EJ1374  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 EJ1374
 EJ1374  VERT ORDER  -  SECOND    CLASS 0
 EJ1374
 EJ1374.The horizontal coordinates were scaled from a topographic map and have
 EJ1374.an estimated accuracy of +/- 6 seconds.
 EJ1374
 EJ1374.The orthometric height was determined by differential leveling
 EJ1374.and adjusted by the National Geodetic Survey in June 1991..
 EJ1374
 EJ1374.The geoid height was determined by GEOID03.
 EJ1374
 EJ1374.The dynamic height is computed by dividing the NAVD 88
 EJ1374.geopotential number by the normal gravity value computed on the
 EJ1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1374.degrees latitude (g = 980.6199 gals.).
 EJ1374
 EJ1374.The modeled gravity was interpolated from observed gravity values.
 EJ1374
 EJ1374;                    North         East    Units  Estimated Accuracy
 EJ1374;SPC AR S     -   585,570.      256,810.      MT  (+/- 180 meters Scaled)
 EJ1374
 EJ1374                          SUPERSEDED SURVEY CONTROL
 EJ1374
 EJ1374  NGVD 29 (??/??/92)  167.161  (m)          548.43   (f) ADJ UNCH    2 0
 EJ1374
 EJ1374.Superseded values are not recommended for survey control.
 EJ1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1374.See file dsdata.txt to determine how the superseded data were derived.
 EJ1374
 EJ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT488988(NAD 83)
 EJ1374_MARKER: R = RIVET
 EJ1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1374_SP_SET: CULVERT
 EJ1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1374
 EJ1374  HISTORY     - Date     Condition        Report By
 EJ1374  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1374  HISTORY     - 1961     GOOD             NGS
 EJ1374
 EJ1374                          STATION DESCRIPTION
 EJ1374
 EJ1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1374'0.5 MI N FROM GLENWOOD.
 EJ1374'ORIGINAL DESCRIPTION-- 1/2 MILE NORTH ALONG THE MISSOURI PACIFIC
 EJ1374'RAILROAD FROM THE STATION AT GLENWOOD, PIKE COUNTY, AT POLE 471+08,
 EJ1374'AND IN THE EAST HEADWALL OF A 4-FOOT CONCRETE CULVERT.  A STANDARD
 EJ1374'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1375 ***********************************************************************
 EJ1375  DESIGNATION -  RV 575
 EJ1375  PID         -  EJ1375
 EJ1375  STATE/COUNTY-  AR/PIKE
 EJ1375  USGS QUAD   -  GLENWOOD (1979)
 EJ1375
 EJ1375                         *CURRENT SURVEY CONTROL
 EJ1375  ___________________________________________________________________
 EJ1375* NAD 83(1986)-  34 20 54.     (N)    093 34 05.     (W)     SCALED    
 EJ1375* NAVD 88     -       167.704  (meters)     550.21   (feet)  ADJUSTED  
 EJ1375  ___________________________________________________________________
 EJ1375  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EJ1375  DYNAMIC HT  -         167.533 (meters)     549.65  (feet)  COMP
 EJ1375  MODELED GRAV-     979,614.1   (mgal)                       NAVD 88
 EJ1375
 EJ1375  VERT ORDER  -  SECOND    CLASS 0
 EJ1375
 EJ1375.The horizontal coordinates were scaled from a topographic map and have
 EJ1375.an estimated accuracy of +/- 6 seconds.
 EJ1375
 EJ1375.The orthometric height was determined by differential leveling
 EJ1375.and adjusted by the National Geodetic Survey in June 1991..
 EJ1375
 EJ1375.The geoid height was determined by GEOID03.
 EJ1375
 EJ1375.The dynamic height is computed by dividing the NAVD 88
 EJ1375.geopotential number by the normal gravity value computed on the
 EJ1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1375.degrees latitude (g = 980.6199 gals.).
 EJ1375
 EJ1375.The modeled gravity was interpolated from observed gravity values.
 EJ1375
 EJ1375;                    North         East    Units  Estimated Accuracy
 EJ1375;SPC AR S     -   587,620.      255,750.      MT  (+/- 180 meters Scaled)
 EJ1375
 EJ1375                          SUPERSEDED SURVEY CONTROL
 EJ1375
 EJ1375  NGVD 29 (??/??/92)  167.675  (m)          550.11   (f) ADJ UNCH    2 0
 EJ1375
 EJ1375.Superseded values are not recommended for survey control.
 EJ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1375.See file dsdata.txt to determine how the superseded data were derived.
 EJ1375
 EJ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU477009(NAD 83)
 EJ1375_MARKER: R = RIVET
 EJ1375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1375_SP_SET: CULVERT
 EJ1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1375
 EJ1375  HISTORY     - Date     Condition        Report By
 EJ1375  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1375  HISTORY     - 1961     GOOD             NGS
 EJ1375
 EJ1375                          STATION DESCRIPTION
 EJ1375
 EJ1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1375'2.0 MI N FROM GLENWOOD.
 EJ1375'2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1375'AT GLENWOOD, PIKE COUNTY, AT POLE 472+23, AND IN THE EAST HEADWALL OF
 EJ1375'A 3-FOOT CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1376 ***********************************************************************
 EJ1376  DESIGNATION -  RV 576
 EJ1376  PID         -  EJ1376
 EJ1376  STATE/COUNTY-  AR/MONTGOMERY
 EJ1376  USGS QUAD   -  GLENWOOD (1979)
 EJ1376
 EJ1376                         *CURRENT SURVEY CONTROL
 EJ1376  ___________________________________________________________________
 EJ1376* NAD 83(1986)-  34 21 33.     (N)    093 34 55.     (W)     SCALED    
 EJ1376* NAVD 88     -       171.806  (meters)     563.67   (feet)  ADJUSTED  
 EJ1376  ___________________________________________________________________
 EJ1376  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EJ1376  DYNAMIC HT  -         171.631 (meters)     563.09  (feet)  COMP
 EJ1376  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 EJ1376
 EJ1376  VERT ORDER  -  SECOND    CLASS 0
 EJ1376
 EJ1376.The horizontal coordinates were scaled from a topographic map and have
 EJ1376.an estimated accuracy of +/- 6 seconds.
 EJ1376
 EJ1376.The orthometric height was determined by differential leveling
 EJ1376.and adjusted by the National Geodetic Survey in June 1991..
 EJ1376
 EJ1376.The geoid height was determined by GEOID03.
 EJ1376
 EJ1376.The dynamic height is computed by dividing the NAVD 88
 EJ1376.geopotential number by the normal gravity value computed on the
 EJ1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1376.degrees latitude (g = 980.6199 gals.).
 EJ1376
 EJ1376.The modeled gravity was interpolated from observed gravity values.
 EJ1376
 EJ1376;                    North         East    Units  Estimated Accuracy
 EJ1376;SPC AR S     -   588,850.      254,490.      MT  (+/- 180 meters Scaled)
 EJ1376
 EJ1376                          SUPERSEDED SURVEY CONTROL
 EJ1376
 EJ1376  NGVD 29 (??/??/92)  171.775  (m)          563.57   (f) ADJ UNCH    2 0
 EJ1376
 EJ1376.Superseded values are not recommended for survey control.
 EJ1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1376.See file dsdata.txt to determine how the superseded data were derived.
 EJ1376
 EJ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU464021(NAD 83)
 EJ1376_MARKER: R = RIVET
 EJ1376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1376_SP_SET: CULVERT
 EJ1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1376
 EJ1376  HISTORY     - Date     Condition        Report By
 EJ1376  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1376  HISTORY     - 1961     GOOD             NGS
 EJ1376
 EJ1376                          STATION DESCRIPTION
 EJ1376
 EJ1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1376'3.1 MI N FROM GLENWOOD.
 EJ1376'THE MARK IS 3.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EJ1376'THE STATION AT GLENWOOD, PIKE COUNTY.  M.P. 473 X 26 POLES WEST
 EJ1376'HEADWALL 04 FT. CONCRETE CULVERT SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1377 ***********************************************************************
 EJ1377  DESIGNATION -  RV 577
 EJ1377  PID         -  EJ1377
 EJ1377  STATE/COUNTY-  AR/MONTGOMERY
 EJ1377  USGS QUAD   -  GLENWOOD (1979)
 EJ1377
 EJ1377                         *CURRENT SURVEY CONTROL
 EJ1377  ___________________________________________________________________
 EJ1377* NAD 83(1986)-  34 21 32.     (N)    093 35 09.     (W)     SCALED    
 EJ1377* NAVD 88     -       173.019  (meters)     567.65   (feet)  ADJUSTED  
 EJ1377  ___________________________________________________________________
 EJ1377  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EJ1377  DYNAMIC HT  -         172.842 (meters)     567.07  (feet)  COMP
 EJ1377  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 EJ1377
 EJ1377  VERT ORDER  -  SECOND    CLASS 0
 EJ1377
 EJ1377.The horizontal coordinates were scaled from a topographic map and have
 EJ1377.an estimated accuracy of +/- 6 seconds.
 EJ1377
 EJ1377.The orthometric height was determined by differential leveling
 EJ1377.and adjusted by the National Geodetic Survey in June 1991..
 EJ1377
 EJ1377.The geoid height was determined by GEOID03.
 EJ1377
 EJ1377.The dynamic height is computed by dividing the NAVD 88
 EJ1377.geopotential number by the normal gravity value computed on the
 EJ1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1377.degrees latitude (g = 980.6199 gals.).
 EJ1377
 EJ1377.The modeled gravity was interpolated from observed gravity values.
 EJ1377
 EJ1377;                    North         East    Units  Estimated Accuracy
 EJ1377;SPC AR S     -   588,820.      254,130.      MT  (+/- 180 meters Scaled)
 EJ1377
 EJ1377                          SUPERSEDED SURVEY CONTROL
 EJ1377
 EJ1377  NGVD 29 (??/??/92)  172.988  (m)          567.54   (f) ADJ UNCH    2 0
 EJ1377
 EJ1377.Superseded values are not recommended for survey control.
 EJ1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1377.See file dsdata.txt to determine how the superseded data were derived.
 EJ1377
 EJ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU461021(NAD 83)
 EJ1377_MARKER: R = RIVET
 EJ1377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1377_SP_SET: CULVERT
 EJ1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1377
 EJ1377  HISTORY     - Date     Condition        Report By
 EJ1377  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1377  HISTORY     - 1961     GOOD             NGS
 EJ1377
 EJ1377                          STATION DESCRIPTION
 EJ1377
 EJ1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1377'3.4 MI N FROM GLENWOOD.
 EJ1377'ABOUT 16 3/4 POLES NORTHWEST OF MILEPOST 476 AND IN THE SOUTH HEADWALL
 EJ1377'OF A 4 FOOT CONCRETE CULVERT.  MONEL-METAL RIVET SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1380 ***********************************************************************
 EJ1380  DESIGNATION -  RV 579
 EJ1380  PID         -  EJ1380
 EJ1380  STATE/COUNTY-  AR/MONTGOMERY
 EJ1380  USGS QUAD   -  GLENWOOD (1979)
 EJ1380
 EJ1380                         *CURRENT SURVEY CONTROL
 EJ1380  ___________________________________________________________________
 EJ1380* NAD 83(1986)-  34 22 27.     (N)    093 35 50.     (W)     SCALED    
 EJ1380* NAVD 88     -       176.601  (meters)     579.40   (feet)  ADJUSTED  
 EJ1380  ___________________________________________________________________
 EJ1380  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EJ1380  DYNAMIC HT  -         176.421 (meters)     578.81  (feet)  COMP
 EJ1380  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 EJ1380
 EJ1380  VERT ORDER  -  SECOND    CLASS 0
 EJ1380
 EJ1380.The horizontal coordinates were scaled from a topographic map and have
 EJ1380.an estimated accuracy of +/- 6 seconds.
 EJ1380
 EJ1380.The orthometric height was determined by differential leveling
 EJ1380.and adjusted by the National Geodetic Survey in June 1991..
 EJ1380
 EJ1380.The geoid height was determined by GEOID03.
 EJ1380
 EJ1380.The dynamic height is computed by dividing the NAVD 88
 EJ1380.geopotential number by the normal gravity value computed on the
 EJ1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1380.degrees latitude (g = 980.6199 gals.).
 EJ1380
 EJ1380.The modeled gravity was interpolated from observed gravity values.
 EJ1380
 EJ1380;                    North         East    Units  Estimated Accuracy
 EJ1380;SPC AR S     -   590,530.      253,110.      MT  (+/- 180 meters Scaled)
 EJ1380
 EJ1380                          SUPERSEDED SURVEY CONTROL
 EJ1380
 EJ1380  NGVD 29 (??/??/92)  176.568  (m)          579.29   (f) ADJ UNCH    2 0
 EJ1380
 EJ1380.Superseded values are not recommended for survey control.
 EJ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1380.See file dsdata.txt to determine how the superseded data were derived.
 EJ1380
 EJ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU450038(NAD 83)
 EJ1380_MARKER: R = RIVET
 EJ1380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1380_SP_SET: CULVERT
 EJ1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1380
 EJ1380  HISTORY     - Date     Condition        Report By
 EJ1380  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1380  HISTORY     - 1961     GOOD             NGS
 EJ1380
 EJ1380                          STATION DESCRIPTION
 EJ1380
 EJ1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1380'2.1 MI SE FROM CADDO GAP.
 EJ1380'ORIGINAL DESCRIPTION-- 2.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC
 EJ1380'RAILROAD FROM THE STATION AT CADDO GAP, MONTGOMERY COUNTY, AT POLE
 EJ1380'475+26, AND IN THE EAST HEADWALL OF A 3-FOOT CONCRETE-PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0982 ***********************************************************************
 FF0982  DESIGNATION -  RV 58
 FF0982  PID         -  FF0982
 FF0982  STATE/COUNTY-  AR/JACKSON
 FF0982  USGS QUAD   -  TUCKERMAN (1981)
 FF0982
 FF0982                         *CURRENT SURVEY CONTROL
 FF0982  ___________________________________________________________________
 FF0982* NAD 83(1986)-  35 42 48.     (N)    091 12 33.     (W)     SCALED    
 FF0982* NAVD 88     -        75.265  (meters)     246.93   (feet)  ADJUSTED  
 FF0982  ___________________________________________________________________
 FF0982  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FF0982  DYNAMIC HT  -          75.201 (meters)     246.72  (feet)  COMP
 FF0982  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 FF0982
 FF0982  VERT ORDER  -  FIRST     CLASS II
 FF0982
 FF0982.The horizontal coordinates were scaled from a topographic map and have
 FF0982.an estimated accuracy of +/- 6 seconds.
 FF0982
 FF0982.The orthometric height was determined by differential leveling
 FF0982.and adjusted by the National Geodetic Survey in June 1991..
 FF0982
 FF0982.The geoid height was determined by GEOID03.
 FF0982
 FF0982.The dynamic height is computed by dividing the NAVD 88
 FF0982.geopotential number by the normal gravity value computed on the
 FF0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0982.degrees latitude (g = 980.6199 gals.).
 FF0982
 FF0982.The modeled gravity was interpolated from observed gravity values.
 FF0982
 FF0982;                    North         East    Units  Estimated Accuracy
 FF0982;SPC AR N     -   153,390.      471,560.      MT  (+/- 180 meters Scaled)
 FF0982
 FF0982                          SUPERSEDED SURVEY CONTROL
 FF0982
 FF0982  NGVD 29 (??/??/??)   75.195  (m)          246.70   (f) ADJUSTED    1 2
 FF0982
 FF0982.Superseded values are not recommended for survey control.
 FF0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0982.See file dsdata.txt to determine how the superseded data were derived.
 FF0982
 FF0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV619536(NAD 83)
 FF0982_MARKER: R = RIVET
 FF0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0982+STABILITY: SURFACE MOTION
 FF0982
 FF0982  HISTORY     - Date     Condition        Report By
 FF0982  HISTORY     - UNK      MONUMENTED       MPRR
 FF0982  HISTORY     - 1931     GOOD             CGS
 FF0982  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF0982
 FF0982                          STATION DESCRIPTION
 FF0982
 FF0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0982'1.2 MI SW FROM TUCKERMAN.
 FF0982'ABOUT 1-1/4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0982'FROM TUCKERMAN, JACKSON COUNTY, AT POLE 253+08, AND IN THE
 FF0982'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2532.  A
 FF0982'STANDARD MONEL-METAL RIVET.
 FF0982
 FF0982                          STATION RECOVERY (1964)
 FF0982
 FF0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1381 ***********************************************************************
 EJ1381  DESIGNATION -  RV 580
 EJ1381  PID         -  EJ1381
 EJ1381  STATE/COUNTY-  AR/MONTGOMERY
 EJ1381  USGS QUAD   -  CADDO GAP (1979)
 EJ1381
 EJ1381                         *CURRENT SURVEY CONTROL
 EJ1381  ___________________________________________________________________
 EJ1381* NAD 83(1986)-  34 22 51.     (N)    093 36 08.     (W)     SCALED    
 EJ1381* NAVD 88     -       181.592  (meters)     595.77   (feet)  ADJUSTED  
 EJ1381  ___________________________________________________________________
 EJ1381  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EJ1381  DYNAMIC HT  -         181.407 (meters)     595.17  (feet)  COMP
 EJ1381  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 EJ1381
 EJ1381  VERT ORDER  -  SECOND    CLASS 0
 EJ1381
 EJ1381.The horizontal coordinates were scaled from a topographic map and have
 EJ1381.an estimated accuracy of +/- 6 seconds.
 EJ1381
 EJ1381.The orthometric height was determined by differential leveling
 EJ1381.and adjusted by the National Geodetic Survey in June 1991..
 EJ1381
 EJ1381.The geoid height was determined by GEOID03.
 EJ1381
 EJ1381.The dynamic height is computed by dividing the NAVD 88
 EJ1381.geopotential number by the normal gravity value computed on the
 EJ1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1381.degrees latitude (g = 980.6199 gals.).
 EJ1381
 EJ1381.The modeled gravity was interpolated from observed gravity values.
 EJ1381
 EJ1381;                    North         East    Units  Estimated Accuracy
 EJ1381;SPC AR S     -   591,280.      252,660.      MT  (+/- 180 meters Scaled)
 EJ1381
 EJ1381                          SUPERSEDED SURVEY CONTROL
 EJ1381
 EJ1381  NGVD 29 (??/??/92)  181.557  (m)          595.66   (f) ADJ UNCH    2 0
 EJ1381
 EJ1381.Superseded values are not recommended for survey control.
 EJ1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1381.See file dsdata.txt to determine how the superseded data were derived.
 EJ1381
 EJ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU446045(NAD 83)
 EJ1381_MARKER: R = RIVET
 EJ1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1381_SP_SET: CULVERT
 EJ1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1381
 EJ1381  HISTORY     - Date     Condition        Report By
 EJ1381  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1381  HISTORY     - 1961     GOOD             NGS
 EJ1381
 EJ1381                          STATION DESCRIPTION
 EJ1381
 EJ1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1381'1.5 MI SE FROM CADDO GAP.
 EJ1381'1.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1381'STATION AT CADDO GAP, MONTGOMERY COUNTY, AT POLE 476+14, AND IN THE
 EJ1381'WEST HEADWALL OF A 4-FOOT CONCRETE-PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1382 ***********************************************************************
 EJ1382  DESIGNATION -  RV 581
 EJ1382  PID         -  EJ1382
 EJ1382  STATE/COUNTY-  AR/MONTGOMERY
 EJ1382  USGS QUAD   -  CADDO GAP (1979)
 EJ1382
 EJ1382                         *CURRENT SURVEY CONTROL
 EJ1382  ___________________________________________________________________
 EJ1382* NAD 83(1986)-  34 23 09.     (N)    093 36 27.     (W)     SCALED    
 EJ1382* NAVD 88     -       181.614  (meters)     595.85   (feet)  ADJUSTED  
 EJ1382  ___________________________________________________________________
 EJ1382  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EJ1382  DYNAMIC HT  -         181.429 (meters)     595.24  (feet)  COMP
 EJ1382  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 EJ1382
 EJ1382  VERT ORDER  -  SECOND    CLASS 0
 EJ1382
 EJ1382.The horizontal coordinates were scaled from a topographic map and have
 EJ1382.an estimated accuracy of +/- 6 seconds.
 EJ1382
 EJ1382.The orthometric height was determined by differential leveling
 EJ1382.and adjusted by the National Geodetic Survey in June 1991..
 EJ1382
 EJ1382.The geoid height was determined by GEOID03.
 EJ1382
 EJ1382.The dynamic height is computed by dividing the NAVD 88
 EJ1382.geopotential number by the normal gravity value computed on the
 EJ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1382.degrees latitude (g = 980.6199 gals.).
 EJ1382
 EJ1382.The modeled gravity was interpolated from observed gravity values.
 EJ1382
 EJ1382;                    North         East    Units  Estimated Accuracy
 EJ1382;SPC AR S     -   591,840.      252,180.      MT  (+/- 180 meters Scaled)
 EJ1382
 EJ1382                          SUPERSEDED SURVEY CONTROL
 EJ1382
 EJ1382  NGVD 29 (??/??/92)  181.578  (m)          595.73   (f) ADJ UNCH    2 0
 EJ1382
 EJ1382.Superseded values are not recommended for survey control.
 EJ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1382.See file dsdata.txt to determine how the superseded data were derived.
 EJ1382
 EJ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU441051(NAD 83)
 EJ1382_MARKER: R = RIVET
 EJ1382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1382_SP_SET: CULVERT
 EJ1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1382
 EJ1382  HISTORY     - Date     Condition        Report By
 EJ1382  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1382  HISTORY     - 1961     GOOD             NGS
 EJ1382
 EJ1382                          STATION DESCRIPTION
 EJ1382
 EJ1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1382'1.1 MI SE FROM CADDO GAP.
 EJ1382'ABOUT 1.1 MILES SOUTHEAST OF CADDO GAP ALONG THE MISSOURI PACIFIC
 EJ1382'RAILROAD, IN THE WEST HEADWALL OF A CULVERT JUST EAST OF THE EAST END
 EJ1382'OF A LOW WATER BRIDGE OVER THE CADDO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1384 ***********************************************************************
 EJ1384  DESIGNATION -  RV 583
 EJ1384  PID         -  EJ1384
 EJ1384  STATE/COUNTY-  AR/MONTGOMERY
 EJ1384  USGS QUAD   -  CADDO GAP (1979)
 EJ1384
 EJ1384                         *CURRENT SURVEY CONTROL
 EJ1384  ___________________________________________________________________
 EJ1384* NAD 83(1986)-  34 23 52.     (N)    093 37 05.     (W)     SCALED    
 EJ1384* NAVD 88     -       187.808  (meters)     616.17   (feet)  ADJUSTED  
 EJ1384  ___________________________________________________________________
 EJ1384  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 EJ1384  DYNAMIC HT  -         187.617 (meters)     615.54  (feet)  COMP
 EJ1384  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 EJ1384
 EJ1384  VERT ORDER  -  SECOND    CLASS 0
 EJ1384
 EJ1384.The horizontal coordinates were scaled from a topographic map and have
 EJ1384.an estimated accuracy of +/- 6 seconds.
 EJ1384
 EJ1384.The orthometric height was determined by differential leveling
 EJ1384.and adjusted by the National Geodetic Survey in June 1991..
 EJ1384
 EJ1384.The geoid height was determined by GEOID03.
 EJ1384
 EJ1384.The dynamic height is computed by dividing the NAVD 88
 EJ1384.geopotential number by the normal gravity value computed on the
 EJ1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1384.degrees latitude (g = 980.6199 gals.).
 EJ1384
 EJ1384.The modeled gravity was interpolated from observed gravity values.
 EJ1384
 EJ1384;                    North         East    Units  Estimated Accuracy
 EJ1384;SPC AR S     -   593,180.      251,230.      MT  (+/- 180 meters Scaled)
 EJ1384
 EJ1384                          SUPERSEDED SURVEY CONTROL
 EJ1384
 EJ1384  NGVD 29 (??/??/92)  187.77   (m)          616.0    (f) COMPUTED    2 0
 EJ1384
 EJ1384.Superseded values are not recommended for survey control.
 EJ1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1384.See file dsdata.txt to determine how the superseded data were derived.
 EJ1384
 EJ1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU431064(NAD 83)
 EJ1384_MARKER: R = RIVET
 EJ1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1384_SP_SET: CULVERT
 EJ1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1384
 EJ1384  HISTORY     - Date     Condition        Report By
 EJ1384  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1384  HISTORY     - 1961     GOOD             NGS
 EJ1384
 EJ1384                          STATION DESCRIPTION
 EJ1384
 EJ1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1384'IN CADDO GAP.
 EJ1384'AT CADDO GAP, MONTGOMERY COUNTY, ABOUT 650 FEET SOUTHEAST OF THE
 EJ1384'MISSOURI PACIFIC RAILROAD STATION, 18 FEET NORTHEAST OF THE CENTERLINE
 EJ1384'OF THE MAIN TRACK, AND IN THE NORTHEAST HEADWALL OF A 3- BY 4-FOOT
 EJ1384'CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1389 ***********************************************************************
 EJ1389  DESIGNATION -  RV 586
 EJ1389  PID         -  EJ1389
 EJ1389  STATE/COUNTY-  AR/MONTGOMERY
 EJ1389  USGS QUAD   -  NORMAN (1979)
 EJ1389
 EJ1389                         *CURRENT SURVEY CONTROL
 EJ1389  ___________________________________________________________________
 EJ1389* NAD 83(1986)-  34 25 38.     (N)    093 38 16.     (W)     SCALED    
 EJ1389* NAVD 88     -       195.717  (meters)     642.11   (feet)  ADJUSTED  
 EJ1389  ___________________________________________________________________
 EJ1389  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 EJ1389  DYNAMIC HT  -         195.518 (meters)     641.46  (feet)  COMP
 EJ1389  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 EJ1389
 EJ1389  VERT ORDER  -  SECOND    CLASS 0
 EJ1389
 EJ1389.The horizontal coordinates were scaled from a topographic map and have
 EJ1389.an estimated accuracy of +/- 6 seconds.
 EJ1389
 EJ1389.The orthometric height was determined by differential leveling
 EJ1389.and adjusted by the National Geodetic Survey in June 1991..
 EJ1389
 EJ1389.The geoid height was determined by GEOID03.
 EJ1389
 EJ1389.The dynamic height is computed by dividing the NAVD 88
 EJ1389.geopotential number by the normal gravity value computed on the
 EJ1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1389.degrees latitude (g = 980.6199 gals.).
 EJ1389
 EJ1389.The modeled gravity was interpolated from observed gravity values.
 EJ1389
 EJ1389;                    North         East    Units  Estimated Accuracy
 EJ1389;SPC AR S     -   596,470.      249,470.      MT  (+/- 180 meters Scaled)
 EJ1389
 EJ1389                          SUPERSEDED SURVEY CONTROL
 EJ1389
 EJ1389  NGVD 29 (??/??/92)  195.676  (m)          641.98   (f) ADJ UNCH    2 0
 EJ1389
 EJ1389.Superseded values are not recommended for survey control.
 EJ1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1389.See file dsdata.txt to determine how the superseded data were derived.
 EJ1389
 EJ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU413097(NAD 83)
 EJ1389_MARKER: R = RIVET
 EJ1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1389_SP_SET: CULVERT
 EJ1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1389
 EJ1389  HISTORY     - Date     Condition        Report By
 EJ1389  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1389  HISTORY     - 1961     GOOD             NGS
 EJ1389
 EJ1389                          STATION DESCRIPTION
 EJ1389
 EJ1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1389'2.2 MI N FROM CADDO GAP.
 EJ1389'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1389'STATION AT CADDO GAP, MONTGOMERY COUNTY, AT POLE 480+08, AND IN THE
 EJ1389'WEST HEAD WALL OF A 2-FOOT CONCRETE PIPE CULVERT.  A STANDARD
 EJ1389'MONEL-METAL RIVET.  NOTE-- THE MILESPOSTS HAVE BEEN CHANGED AND THE
 EJ1389'RIVET WAS RECOVERED IN HEADWALL OF CULVERT AT MILEPOST 483.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1390 ***********************************************************************
 EJ1390  DESIGNATION -  RV 587
 EJ1390  PID         -  EJ1390
 EJ1390  STATE/COUNTY-  AR/MONTGOMERY
 EJ1390  USGS QUAD   -  NORMAN (1979)
 EJ1390
 EJ1390                         *CURRENT SURVEY CONTROL
 EJ1390  ___________________________________________________________________
 EJ1390* NAD 83(1986)-  34 26 01.     (N)    093 38 27.     (W)     SCALED    
 EJ1390* NAVD 88     -       199.414  (meters)     654.24   (feet)  ADJUSTED  
 EJ1390  ___________________________________________________________________
 EJ1390  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 EJ1390  DYNAMIC HT  -         199.211 (meters)     653.58  (feet)  COMP
 EJ1390  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 EJ1390
 EJ1390  VERT ORDER  -  SECOND    CLASS 0
 EJ1390
 EJ1390.The horizontal coordinates were scaled from a topographic map and have
 EJ1390.an estimated accuracy of +/- 6 seconds.
 EJ1390
 EJ1390.The orthometric height was determined by differential leveling
 EJ1390.and adjusted by the National Geodetic Survey in June 1991..
 EJ1390
 EJ1390.The geoid height was determined by GEOID03.
 EJ1390
 EJ1390.The dynamic height is computed by dividing the NAVD 88
 EJ1390.geopotential number by the normal gravity value computed on the
 EJ1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1390.degrees latitude (g = 980.6199 gals.).
 EJ1390
 EJ1390.The modeled gravity was interpolated from observed gravity values.
 EJ1390
 EJ1390;                    North         East    Units  Estimated Accuracy
 EJ1390;SPC AR S     -   597,190.      249,200.      MT  (+/- 180 meters Scaled)
 EJ1390
 EJ1390                          SUPERSEDED SURVEY CONTROL
 EJ1390
 EJ1390  NGVD 29 (??/??/92)  199.371  (m)          654.10   (f) ADJ UNCH    2 0
 EJ1390
 EJ1390.Superseded values are not recommended for survey control.
 EJ1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1390.See file dsdata.txt to determine how the superseded data were derived.
 EJ1390
 EJ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU411104(NAD 83)
 EJ1390_MARKER: R = RIVET
 EJ1390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1390_SP_SET: CULVERT
 EJ1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1390
 EJ1390  HISTORY     - Date     Condition        Report By
 EJ1390  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1390  HISTORY     - 1961     GOOD             NGS
 EJ1390
 EJ1390                          STATION DESCRIPTION
 EJ1390
 EJ1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1390'2.5 MI S FROM NORMAN.
 EJ1390'ABOUT 2.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1390'STATION AT NORMAN, MONTGOMERY COUNTY, AT POLE 480+22, AND IN THE EAST
 EJ1390'HEADWALL OF A 2X3 FOOT CONCRETE CULVERT.  A STANDARD MONEL METAL
 EJ1390'RIVET.  NOTE-- THE MILEPOSTS HAVE BEEN CHANGED AND THE RIVET WAS
 EJ1390'RECOVERED IN HEADWALL OF CULVERT, 14 1/2 POLES NORTHWEST OF MILEPOST
 EJ1390'483 AND 6 1/2 POLES SOUTHEAST OF TRESTLE NO. 483.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1392 ***********************************************************************
 EJ1392  DESIGNATION -  RV 589
 EJ1392  PID         -  EJ1392
 EJ1392  STATE/COUNTY-  AR/MONTGOMERY
 EJ1392  USGS QUAD   -  NORMAN (1979)
 EJ1392
 EJ1392                         *CURRENT SURVEY CONTROL
 EJ1392  ___________________________________________________________________
 EJ1392* NAD 83(1986)-  34 26 11.     (N)    093 39 24.     (W)     SCALED    
 EJ1392* NAVD 88     -       200.894  (meters)     659.10   (feet)  ADJUSTED  
 EJ1392  ___________________________________________________________________
 EJ1392  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EJ1392  DYNAMIC HT  -         200.690 (meters)     658.43  (feet)  COMP
 EJ1392  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 EJ1392
 EJ1392  VERT ORDER  -  SECOND    CLASS 0
 EJ1392
 EJ1392.The horizontal coordinates were scaled from a topographic map and have
 EJ1392.an estimated accuracy of +/- 6 seconds.
 EJ1392
 EJ1392.The orthometric height was determined by differential leveling
 EJ1392.and adjusted by the National Geodetic Survey in June 1991..
 EJ1392
 EJ1392.The geoid height was determined by GEOID03.
 EJ1392
 EJ1392.The dynamic height is computed by dividing the NAVD 88
 EJ1392.geopotential number by the normal gravity value computed on the
 EJ1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1392.degrees latitude (g = 980.6199 gals.).
 EJ1392
 EJ1392.The modeled gravity was interpolated from observed gravity values.
 EJ1392
 EJ1392;                    North         East    Units  Estimated Accuracy
 EJ1392;SPC AR S     -   597,520.      247,750.      MT  (+/- 180 meters Scaled)
 EJ1392
 EJ1392                          SUPERSEDED SURVEY CONTROL
 EJ1392
 EJ1392  NGVD 29 (??/??/92)  200.851  (m)          658.96   (f) ADJ UNCH    2 0
 EJ1392
 EJ1392.Superseded values are not recommended for survey control.
 EJ1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1392.See file dsdata.txt to determine how the superseded data were derived.
 EJ1392
 EJ1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU396107(NAD 83)
 EJ1392_MARKER: R = RIVET
 EJ1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1392_SP_SET: CULVERT
 EJ1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1392
 EJ1392  HISTORY     - Date     Condition        Report By
 EJ1392  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1392  HISTORY     - 1934     GOOD             NGS
 EJ1392
 EJ1392                          STATION DESCRIPTION
 EJ1392
 EJ1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1392'1.5 MI S FROM NORMAN.
 EJ1392'1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1392'AT NORMAN, MONTGOMERY COUNTY, AT POLE 481+21, AND IN THE WEST HEADWALL
 EJ1392'OF A 3-FOOT CONCRETE PIPE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0983 ***********************************************************************
 FF0983  DESIGNATION -  RV 59
 FF0983  PID         -  FF0983
 FF0983  STATE/COUNTY-  AR/JACKSON
 FF0983  USGS QUAD   -  TUCKERMAN (1981)
 FF0983
 FF0983                         *CURRENT SURVEY CONTROL
 FF0983  ___________________________________________________________________
 FF0983* NAD 83(1986)-  35 43 22.     (N)    091 12 10.     (W)     SCALED    
 FF0983* NAVD 88     -        75.595  (meters)     248.01   (feet)  ADJUSTED  
 FF0983  ___________________________________________________________________
 FF0983  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF0983  DYNAMIC HT  -          75.530 (meters)     247.80  (feet)  COMP
 FF0983  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 FF0983
 FF0983  VERT ORDER  -  FIRST     CLASS II
 FF0983
 FF0983.The horizontal coordinates were scaled from a topographic map and have
 FF0983.an estimated accuracy of +/- 6 seconds.
 FF0983
 FF0983.The orthometric height was determined by differential leveling
 FF0983.and adjusted by the National Geodetic Survey in June 1991..
 FF0983
 FF0983.The geoid height was determined by GEOID03.
 FF0983
 FF0983.The dynamic height is computed by dividing the NAVD 88
 FF0983.geopotential number by the normal gravity value computed on the
 FF0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0983.degrees latitude (g = 980.6199 gals.).
 FF0983
 FF0983.The modeled gravity was interpolated from observed gravity values.
 FF0983
 FF0983;                    North         East    Units  Estimated Accuracy
 FF0983;SPC AR N     -   154,440.      472,130.      MT  (+/- 180 meters Scaled)
 FF0983
 FF0983                          SUPERSEDED SURVEY CONTROL
 FF0983
 FF0983  NGVD 29 (??/??/??)   75.525  (m)          247.78   (f) ADJUSTED    1 2
 FF0983
 FF0983.Superseded values are not recommended for survey control.
 FF0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0983.See file dsdata.txt to determine how the superseded data were derived.
 FF0983
 FF0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV625546(NAD 83)
 FF0983_MARKER: R = RIVET
 FF0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0983+STABILITY: SURFACE MOTION
 FF0983
 FF0983  HISTORY     - Date     Condition        Report By
 FF0983  HISTORY     - UNK      MONUMENTED       MPRR
 FF0983  HISTORY     - 1931     GOOD             CGS
 FF0983  HISTORY     - 1934     GOOD             CGS
 FF0983  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF0983
 FF0983                          STATION DESCRIPTION
 FF0983
 FF0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0983'0.5 MI SW FROM TUCKERMAN.
 FF0983'ABOUT 1/2 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0983'FROM TUCKERMAN, JACKSON COUNTY, AT POLE 252+18, AND IN THE
 FF0983'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY FEED.
 FF0983'A STANDARD MONEL-METAL RIVET.
 FF0983
 FF0983                          STATION RECOVERY (1934)
 FF0983
 FF0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0983'RECOVERED IN GOOD CONDITION.
 FF0983
 FF0983                          STATION RECOVERY (2002)
 FF0983
 FF0983'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1393 ***********************************************************************
 EJ1393  DESIGNATION -  RV 590
 EJ1393  PID         -  EJ1393
 EJ1393  STATE/COUNTY-  AR/MONTGOMERY
 EJ1393  USGS QUAD   -  NORMAN (1979)
 EJ1393
 EJ1393                         *CURRENT SURVEY CONTROL
 EJ1393  ___________________________________________________________________
 EJ1393* NAD 83(1986)-  34 26 24.     (N)    093 40 08.     (W)     SCALED    
 EJ1393* NAVD 88     -       203.096  (meters)     666.32   (feet)  ADJUSTED  
 EJ1393  ___________________________________________________________________
 EJ1393  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EJ1393  DYNAMIC HT  -         202.890 (meters)     665.65  (feet)  COMP
 EJ1393  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 EJ1393
 EJ1393  VERT ORDER  -  SECOND    CLASS 0
 EJ1393
 EJ1393.The horizontal coordinates were scaled from a topographic map and have
 EJ1393.an estimated accuracy of +/- 6 seconds.
 EJ1393
 EJ1393.The orthometric height was determined by differential leveling
 EJ1393.and adjusted by the National Geodetic Survey in June 1991..
 EJ1393
 EJ1393.The geoid height was determined by GEOID03.
 EJ1393
 EJ1393.The dynamic height is computed by dividing the NAVD 88
 EJ1393.geopotential number by the normal gravity value computed on the
 EJ1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1393.degrees latitude (g = 980.6199 gals.).
 EJ1393
 EJ1393.The modeled gravity was interpolated from observed gravity values.
 EJ1393
 EJ1393;                    North         East    Units  Estimated Accuracy
 EJ1393;SPC AR S     -   597,940.      246,640.      MT  (+/- 180 meters Scaled)
 EJ1393
 EJ1393                          SUPERSEDED SURVEY CONTROL
 EJ1393
 EJ1393  NGVD 29 (??/??/92)  203.050  (m)          666.17   (f) ADJ UNCH    2 0
 EJ1393
 EJ1393.Superseded values are not recommended for survey control.
 EJ1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1393.See file dsdata.txt to determine how the superseded data were derived.
 EJ1393
 EJ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU385111(NAD 83)
 EJ1393_MARKER: R = RIVET
 EJ1393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1393_SP_SET: CULVERT
 EJ1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1393
 EJ1393  HISTORY     - Date     Condition        Report By
 EJ1393  HISTORY     - UNK      MONUMENTED       MPRR
 EJ1393  HISTORY     - 1961     GOOD             NGS
 EJ1393
 EJ1393                          STATION DESCRIPTION
 EJ1393
 EJ1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1393'0.7 MI S FROM NORMAN.
 EJ1393'ABOUT 0.7 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ1393'STATION AT NORMAN, MONTGOMERY COUNTY, AT POLE 482+15, AND IN THE WEST
 EJ1393'HEAD WALL OF A 4 FOOT CONCRETE-PIPE CULVERT.  A STANDARD MONEL METAL
 EJ1393'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1173 ***********************************************************************
 FG1173  DESIGNATION -  RV 592
 FG1173  PID         -  FG1173
 FG1173  STATE/COUNTY-  AR/POPE
 FG1173  USGS QUAD   -  DARDANELLE (1993)
 FG1173
 FG1173                         *CURRENT SURVEY CONTROL
 FG1173  ___________________________________________________________________
 FG1173* NAD 83(1986)-  35 13 36.     (N)    093 08 51.     (W)     SCALED    
 FG1173* NAVD 88     -        99.338  (meters)     325.91   (feet)  ADJUSTED  
 FG1173  ___________________________________________________________________
 FG1173  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1173  DYNAMIC HT  -          99.244 (meters)     325.60  (feet)  COMP
 FG1173  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FG1173
 FG1173  VERT ORDER  -  SECOND    CLASS 0
 FG1173
 FG1173.The horizontal coordinates were scaled from a topographic map and have
 FG1173.an estimated accuracy of +/- 6 seconds.
 FG1173
 FG1173.The orthometric height was determined by differential leveling
 FG1173.and adjusted by the National Geodetic Survey in June 1991..
 FG1173
 FG1173.The geoid height was determined by GEOID03.
 FG1173
 FG1173.The dynamic height is computed by dividing the NAVD 88
 FG1173.geopotential number by the normal gravity value computed on the
 FG1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1173.degrees latitude (g = 980.6199 gals.).
 FG1173
 FG1173.The modeled gravity was interpolated from observed gravity values.
 FG1173
 FG1173;                    North         East    Units  Estimated Accuracy
 FG1173;SPC AR N     -    99,720.      295,540.      MT  (+/- 180 meters Scaled)
 FG1173
 FG1173                          SUPERSEDED SURVEY CONTROL
 FG1173
 FG1173  NGVD 29 (??/??/92)   99.333  (m)          325.89   (f) ADJ UNCH    2 0
 FG1173
 FG1173.Superseded values are not recommended for survey control.
 FG1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1173.See file dsdata.txt to determine how the superseded data were derived.
 FG1173
 FG1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU865981(NAD 83)
 FG1173_MARKER: R = RIVET
 FG1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1173+STABILITY: SURFACE MOTION
 FG1173
 FG1173  HISTORY     - Date     Condition        Report By
 FG1173  HISTORY     - UNK      MONUMENTED       MPRR
 FG1173  HISTORY     - 1932     GOOD             NGS
 FG1173  HISTORY     - 1934     GOOD             NGS
 FG1173  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG1173
 FG1173                          STATION DESCRIPTION
 FG1173
 FG1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1173'1.6 MI NE FROM DARDANELLE.
 FG1173'8 AND 1/3 POLES WEST OF D. AND R. STATION AT NORTH DARDANELLE.  4 FT.
 FG1173'NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  LOCATED BETWEEN MAIN TRACK
 FG1173'AND A SIDEING.
 FG1173
 FG1173                          STATION RECOVERY (1934)
 FG1173
 FG1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG1173'RECOVERED IN GOOD CONDITION.
 FG1173
 FG1173                          STATION RECOVERY (1972)
 FG1173
 FG1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1174 ***********************************************************************
 FG1174  DESIGNATION -  RV 593
 FG1174  PID         -  FG1174
 FG1174  STATE/COUNTY-  AR/POPE
 FG1174  USGS QUAD   -  DARDANELLE (1993)
 FG1174
 FG1174                         *CURRENT SURVEY CONTROL
 FG1174  ___________________________________________________________________
 FG1174* NAD 83(1986)-  35 14 35.     (N)    093 08 29.     (W)     SCALED    
 FG1174* NAVD 88     -        97.317  (meters)     319.28   (feet)  ADJUSTED  
 FG1174  ___________________________________________________________________
 FG1174  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FG1174  DYNAMIC HT  -          97.224 (meters)     318.98  (feet)  COMP
 FG1174  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FG1174
 FG1174  VERT ORDER  -  SECOND    CLASS 0
 FG1174
 FG1174.The horizontal coordinates were scaled from a topographic map and have
 FG1174.an estimated accuracy of +/- 6 seconds.
 FG1174
 FG1174.The orthometric height was determined by differential leveling
 FG1174.and adjusted by the National Geodetic Survey in June 1991..
 FG1174
 FG1174.The geoid height was determined by GEOID03.
 FG1174
 FG1174.The dynamic height is computed by dividing the NAVD 88
 FG1174.geopotential number by the normal gravity value computed on the
 FG1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1174.degrees latitude (g = 980.6199 gals.).
 FG1174
 FG1174.The modeled gravity was interpolated from observed gravity values.
 FG1174
 FG1174;                    North         East    Units  Estimated Accuracy
 FG1174;SPC AR N     -   101,530.      296,120.      MT  (+/- 180 meters Scaled)
 FG1174
 FG1174                          SUPERSEDED SURVEY CONTROL
 FG1174
 FG1174  NGVD 29 (??/??/92)   97.312  (m)          319.26   (f) ADJ UNCH    2 0
 FG1174
 FG1174.Superseded values are not recommended for survey control.
 FG1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1174.See file dsdata.txt to determine how the superseded data were derived.
 FG1174
 FG1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV871000(NAD 83)
 FG1174_MARKER: R = RIVET
 FG1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1174_SP_SET: ABUTMENT
 FG1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1174
 FG1174  HISTORY     - Date     Condition        Report By
 FG1174  HISTORY     - UNK      MONUMENTED       MPRR
 FG1174  HISTORY     - 1932     GOOD             NGS
 FG1174  HISTORY     - 1934     GOOD             NGS
 FG1174
 FG1174                          STATION DESCRIPTION
 FG1174
 FG1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1174'3.1 MI NE FROM DARDANELLE.
 FG1174'ON SOUTHEAST ABUTMENT OF WHIG CREEK BRIDGE BETWEEN POLES 50 AND 51.
 FG1174'THIS MARK IS D AND R R.R. B.M. NO. 1.
 FG1174
 FG1174                          STATION RECOVERY (1934)
 FG1174
 FG1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1175 ***********************************************************************
 FG1175  DESIGNATION -  RV 594
 FG1175  PID         -  FG1175
 FG1175  STATE/COUNTY-  AR/POPE
 FG1175  USGS QUAD   -  DARDANELLE (1993)
 FG1175
 FG1175                         *CURRENT SURVEY CONTROL
 FG1175  ___________________________________________________________________
 FG1175* NAD 83(1986)-  35 14 52.     (N)    093 07 54.     (W)     SCALED    
 FG1175* NAVD 88     -       104.616  (meters)     343.23   (feet)  ADJUSTED  
 FG1175  ___________________________________________________________________
 FG1175  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FG1175  DYNAMIC HT  -         104.516 (meters)     342.90  (feet)  COMP
 FG1175  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FG1175
 FG1175  VERT ORDER  -  SECOND    CLASS 0
 FG1175
 FG1175.The horizontal coordinates were scaled from a topographic map and have
 FG1175.an estimated accuracy of +/- 6 seconds.
 FG1175
 FG1175.The orthometric height was determined by differential leveling
 FG1175.and adjusted by the National Geodetic Survey in June 1991..
 FG1175
 FG1175.The geoid height was determined by GEOID03.
 FG1175
 FG1175.The dynamic height is computed by dividing the NAVD 88
 FG1175.geopotential number by the normal gravity value computed on the
 FG1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1175.degrees latitude (g = 980.6199 gals.).
 FG1175
 FG1175.The modeled gravity was interpolated from observed gravity values.
 FG1175
 FG1175;                    North         East    Units  Estimated Accuracy
 FG1175;SPC AR N     -   102,040.      297,010.      MT  (+/- 180 meters Scaled)
 FG1175
 FG1175                          SUPERSEDED SURVEY CONTROL
 FG1175
 FG1175  NGVD 29 (??/??/92)  104.610  (m)          343.21   (f) ADJ UNCH    2 0
 FG1175
 FG1175.Superseded values are not recommended for survey control.
 FG1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1175.See file dsdata.txt to determine how the superseded data were derived.
 FG1175
 FG1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV880005(NAD 83)
 FG1175_MARKER: R = RIVET
 FG1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1175+STABILITY: SURFACE MOTION
 FG1175
 FG1175  HISTORY     - Date     Condition        Report By
 FG1175  HISTORY     - UNK      MONUMENTED       MPRR
 FG1175  HISTORY     - 1932     GOOD             NGS
 FG1175  HISTORY     - 1934     GOOD             NGS
 FG1175
 FG1175                          STATION DESCRIPTION
 FG1175
 FG1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1175'2.6 MI S FROM RUSSELLVILLE.
 FG1175'40 FT. NORTHEAST OF CENTERLINE OF TRACK AT NARROW GUAGE CROSSING.
 FG1175'BETWEEN POLES 70 AND 71.  THIS MARK IS DARDANELLE AND RUSSELLVILLE
 FG1175'RAILROAD MARK NO. 2.
 FG1175
 FG1175                          STATION RECOVERY (1934)
 FG1175
 FG1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1321 ***********************************************************************
 FF1321  DESIGNATION -  RV 6
 FF1321  PID         -  FF1321
 FF1321  STATE/COUNTY-  AR/WHITE
 FF1321  USGS QUAD   -  BALD KNOB (1994)
 FF1321
 FF1321                         *CURRENT SURVEY CONTROL
 FF1321  ___________________________________________________________________
 FF1321* NAD 83(1986)-  35 16 45.     (N)    091 37 10.     (W)     SCALED    
 FF1321* NAVD 88     -        67.311  (meters)     220.84   (feet)  ADJUSTED  
 FF1321  ___________________________________________________________________
 FF1321  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1321  DYNAMIC HT  -          67.251 (meters)     220.64  (feet)  COMP
 FF1321  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 FF1321
 FF1321  VERT ORDER  -  FIRST     CLASS II
 FF1321
 FF1321.The horizontal coordinates were scaled from a topographic map and have
 FF1321.an estimated accuracy of +/- 6 seconds.
 FF1321
 FF1321.The orthometric height was determined by differential leveling
 FF1321.and adjusted by the National Geodetic Survey in June 1991..
 FF1321
 FF1321.The geoid height was determined by GEOID03.
 FF1321
 FF1321.The dynamic height is computed by dividing the NAVD 88
 FF1321.geopotential number by the normal gravity value computed on the
 FF1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1321.degrees latitude (g = 980.6199 gals.).
 FF1321
 FF1321.The modeled gravity was interpolated from observed gravity values.
 FF1321
 FF1321;                    North         East    Units  Estimated Accuracy
 FF1321;SPC AR N     -   105,000.      434,620.      MT  (+/- 180 meters Scaled)
 FF1321
 FF1321                          SUPERSEDED SURVEY CONTROL
 FF1321
 FF1321  NGVD 29 (??/??/??)   67.266  (m)          220.69   (f) ADJUSTED    1 2
 FF1321
 FF1321.Superseded values are not recommended for survey control.
 FF1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1321.See file dsdata.txt to determine how the superseded data were derived.
 FF1321
 FF1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV255048(NAD 83)
 FF1321_MARKER: R = RIVET
 FF1321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1321_SP_SET: CULVERT
 FF1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1321
 FF1321  HISTORY     - Date     Condition        Report By
 FF1321  HISTORY     - UNK      MONUMENTED       MPRR
 FF1321  HISTORY     - 1962     GOOD             CGS
 FF1321
 FF1321                          STATION DESCRIPTION
 FF1321
 FF1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1321'0.7 MI NE FROM JUDSONIA.
 FF1321'ABOUT 3/4 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1321'JUDSONIA, WHITE COUNTY, AT POLE 291+36, AND IN THE CENTER OF
 FF1321'THE WEST HEAD WALL OF A 4- BY 4-FOOT CONCRETE CULVERT (FORMERLY
 FF1321'BRIDGE 366.)  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0064 ***********************************************************************
 GG0064  DESIGNATION -  RV 6
 GG0064  PID         -  GG0064
 GG0064  STATE/COUNTY-  AR/BENTON
 GG0064  USGS QUAD   -  ROGERS (1976)
 GG0064
 GG0064                         *CURRENT SURVEY CONTROL
 GG0064  ___________________________________________________________________
 GG0064* NAD 83(1986)-  36 19 47.     (N)    094 06 58.     (W)     SCALED    
 GG0064* NAVD 88     -       423.137  (meters)    1388.24   (feet)  ADJUSTED  
 GG0064  ___________________________________________________________________
 GG0064  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GG0064  DYNAMIC HT  -         422.761 (meters)    1387.01  (feet)  COMP
 GG0064  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 GG0064
 GG0064  VERT ORDER  -  FIRST     CLASS II
 GG0064
 GG0064.The horizontal coordinates were scaled from a topographic map and have
 GG0064.an estimated accuracy of +/- 6 seconds.
 GG0064
 GG0064.The orthometric height was determined by differential leveling
 GG0064.and adjusted by the National Geodetic Survey in June 1991..
 GG0064
 GG0064.The geoid height was determined by GEOID03.
 GG0064
 GG0064.The dynamic height is computed by dividing the NAVD 88
 GG0064.geopotential number by the normal gravity value computed on the
 GG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0064.degrees latitude (g = 980.6199 gals.).
 GG0064
 GG0064.The modeled gravity was interpolated from observed gravity values.
 GG0064
 GG0064;                    North         East    Units  Estimated Accuracy
 GG0064;SPC AR N     -   223,530.      210,010.      MT  (+/- 180 meters Scaled)
 GG0064
 GG0064                          SUPERSEDED SURVEY CONTROL
 GG0064
 GG0064  NGVD 29 (??/??/92)  422.990  (m)         1387.76   (f) ADJ UNCH    1 2
 GG0064
 GG0064.Superseded values are not recommended for survey control.
 GG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0064.See file dsdata.txt to determine how the superseded data were derived.
 GG0064
 GG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA998210(NAD 83)
 GG0064_MARKER: R = RIVET
 GG0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0064_SP_SET: CURB
 GG0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0064
 GG0064  HISTORY     - Date     Condition        Report By
 GG0064  HISTORY     - UNK      MONUMENTED       SLSFRR
 GG0064  HISTORY     - 1961     GOOD             NGS
 GG0064  HISTORY     - 1987     GOOD             USPSQD
 GG0064  HISTORY     - 1987     GOOD             LOCSUR
 GG0064  HISTORY     - 1987     GOOD             USPSQD
 GG0064  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0064
 GG0064                          STATION DESCRIPTION
 GG0064
 GG0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0064'AT ROGERS.
 GG0064'AT ROGERS, BENTON COUNTY, 2 RAILS NORTH OF THE ST. LOUIS-SAN
 GG0064'FRANCISCO RAILWAY STATION, AT THE CHERRY STREET CROSSING,
 GG0064'4 FEET WEST OF THE TRACK, AND IN THE TOP OF THE CONCRETE CURB
 GG0064'OF THE PLATFORM.  A STANDARD MONEL-METAL RIVET.
 GG0064
 GG0064                          STATION RECOVERY (1987)
 GG0064
 GG0064'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0064'RECOVERED IN GOOD CONDITION.
 GG0064
 GG0064                          STATION RECOVERY (1987)
 GG0064
 GG0064'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (TWS)
 GG0064'RECOVERED IN GOOD CONDITION.
 GG0064
 GG0064                          STATION RECOVERY (1987)
 GG0064
 GG0064'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0064'RECOVERED IN GOOD CONDITION.
 GG0064
 GG0064                          STATION RECOVERY (1989)
 GG0064
 GG0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0984 ***********************************************************************
 FF0984  DESIGNATION -  RV 60
 FF0984  PID         -  FF0984
 FF0984  STATE/COUNTY-  AR/JACKSON
 FF0984  USGS QUAD   -  TUCKERMAN (1981)
 FF0984
 FF0984                         *CURRENT SURVEY CONTROL
 FF0984  ___________________________________________________________________
 FF0984* NAD 83(1986)-  35 43 47.     (N)    091 11 53.     (W)     SCALED    
 FF0984* NAVD 88     -        75.055  (meters)     246.24   (feet)  ADJUSTED  
 FF0984  ___________________________________________________________________
 FF0984  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF0984  DYNAMIC HT  -          74.991 (meters)     246.03  (feet)  COMP
 FF0984  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 FF0984
 FF0984  VERT ORDER  -  FIRST     CLASS II
 FF0984
 FF0984.The horizontal coordinates were scaled from a topographic map and have
 FF0984.an estimated accuracy of +/- 6 seconds.
 FF0984
 FF0984.The orthometric height was determined by differential leveling
 FF0984.and adjusted by the National Geodetic Survey in June 1991..
 FF0984
 FF0984.The geoid height was determined by GEOID03.
 FF0984
 FF0984.The dynamic height is computed by dividing the NAVD 88
 FF0984.geopotential number by the normal gravity value computed on the
 FF0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0984.degrees latitude (g = 980.6199 gals.).
 FF0984
 FF0984.The modeled gravity was interpolated from observed gravity values.
 FF0984
 FF0984;                    North         East    Units  Estimated Accuracy
 FF0984;SPC AR N     -   155,210.      472,550.      MT  (+/- 180 meters Scaled)
 FF0984
 FF0984                          SUPERSEDED SURVEY CONTROL
 FF0984
 FF0984  NGVD 29 (??/??/??)   74.985  (m)          246.01   (f) ADJUSTED    1 2
 FF0984
 FF0984.Superseded values are not recommended for survey control.
 FF0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0984.See file dsdata.txt to determine how the superseded data were derived.
 FF0984
 FF0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV629554(NAD 83)
 FF0984_MARKER: R = RIVET
 FF0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0984+STABILITY: SURFACE MOTION
 FF0984
 FF0984  HISTORY     - Date     Condition        Report By
 FF0984  HISTORY     - UNK      MONUMENTED       MPRR
 FF0984  HISTORY     - 1931     GOOD             CGS
 FF0984  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF0984
 FF0984                          STATION DESCRIPTION
 FF0984
 FF0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0984'AT TUCKERMAN.
 FF0984'AT TUCKERMAN, JACKSON COUNTY, AT THE MISSOURI PACIFIC RAILROAD
 FF0984'STATION, OPPOSITE POLE 251+35, AND IN THE NORTHEAST CORNER OF
 FF0984'THE CONCRETE FOUNDATION OF THE TRAIN-ORDER SIGNAL.  A STANDARD
 FF0984'MONEL-METAL RIVET.
 FF0984
 FF0984                          STATION RECOVERY (1964)
 FF0984
 FF0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1006 ***********************************************************************
 DL1006  DESIGNATION -  RV 602
 DL1006  PID         -  DL1006
 DL1006  STATE/COUNTY-  AR/HOWARD
 DL1006  USGS QUAD   -  NASHVILLE (1951)
 DL1006
 DL1006                         *CURRENT SURVEY CONTROL
 DL1006  ___________________________________________________________________
 DL1006* NAD 83(1986)-  33 55 55.     (N)    093 50 10.     (W)     SCALED    
 DL1006* NAVD 88     -       106.541  (meters)     349.54   (feet)  ADJUSTED  
 DL1006  ___________________________________________________________________
 DL1006  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DL1006  DYNAMIC HT  -         106.433 (meters)     349.19  (feet)  COMP
 DL1006  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 DL1006
 DL1006  VERT ORDER  -  SECOND    CLASS 0
 DL1006
 DL1006.The horizontal coordinates were scaled from a topographic map and have
 DL1006.an estimated accuracy of +/- 6 seconds.
 DL1006
 DL1006.The orthometric height was determined by differential leveling
 DL1006.and adjusted by the National Geodetic Survey in June 1991..
 DL1006
 DL1006.The geoid height was determined by GEOID03.
 DL1006
 DL1006.The dynamic height is computed by dividing the NAVD 88
 DL1006.geopotential number by the normal gravity value computed on the
 DL1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1006.degrees latitude (g = 980.6199 gals.).
 DL1006
 DL1006.The modeled gravity was interpolated from observed gravity values.
 DL1006
 DL1006;                    North         East    Units  Estimated Accuracy
 DL1006;SPC AR S     -   541,860.      230,260.      MT  (+/- 180 meters Scaled)
 DL1006
 DL1006                          SUPERSEDED SURVEY CONTROL
 DL1006
 DL1006  NGVD 29 (??/??/92)  106.547  (m)          349.56   (f) ADJ UNCH    2 0
 DL1006
 DL1006.Superseded values are not recommended for survey control.
 DL1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1006.See file dsdata.txt to determine how the superseded data were derived.
 DL1006
 DL1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT227549(NAD 83)
 DL1006_MARKER: R = RIVET
 DL1006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1006_SP_SET: CULUERT
 DL1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1006
 DL1006  HISTORY     - Date     Condition        Report By
 DL1006  HISTORY     - UNK      MONUMENTED       MPRR
 DL1006  HISTORY     - 1962     MARK NOT FOUND   NGS
 DL1006
 DL1006                          STATION DESCRIPTION
 DL1006
 DL1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1006'1.0 MI S FROM NASHVILLE.
 DL1006'ABOUT 1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1006'STATION AT NASHVILLE, HOWARD COUNTY, 6 POLES NORTH OF MILEPOST 482, 70
 DL1006'FEET WEST OF THE TRACK, ON STATE HIGHWAY 4, AT AN 18-INCH PIPE
 DL1006'CULVERT, AND IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL. A
 DL1006'STANDARD MONEL-METAL RIVET.  (106.547 METERS OR 349.563 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1008 ***********************************************************************
 DL1008  DESIGNATION -  RV 603
 DL1008  PID         -  DL1008
 DL1008  STATE/COUNTY-  AR/HEMPSTEAD
 DL1008  USGS QUAD   -  NASHVILLE (1951)
 DL1008
 DL1008                         *CURRENT SURVEY CONTROL
 DL1008  ___________________________________________________________________
 DL1008* NAD 83(1986)-  33 55 34.     (N)    093 47 59.     (W)     SCALED    
 DL1008* NAVD 88     -       135.942  (meters)     446.00   (feet)  ADJUSTED  
 DL1008  ___________________________________________________________________
 DL1008  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DL1008  DYNAMIC HT  -         135.804 (meters)     445.55  (feet)  COMP
 DL1008  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 DL1008
 DL1008  VERT ORDER  -  SECOND    CLASS 0
 DL1008
 DL1008.The horizontal coordinates were scaled from a topographic map and have
 DL1008.an estimated accuracy of +/- 6 seconds.
 DL1008
 DL1008.The orthometric height was determined by differential leveling
 DL1008.and adjusted by the National Geodetic Survey in June 1991..
 DL1008
 DL1008.The geoid height was determined by GEOID03.
 DL1008
 DL1008.The dynamic height is computed by dividing the NAVD 88
 DL1008.geopotential number by the normal gravity value computed on the
 DL1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1008.degrees latitude (g = 980.6199 gals.).
 DL1008
 DL1008.The modeled gravity was interpolated from observed gravity values.
 DL1008
 DL1008;                    North         East    Units  Estimated Accuracy
 DL1008;SPC AR S     -   541,150.      233,610.      MT  (+/- 180 meters Scaled)
 DL1008
 DL1008                          SUPERSEDED SURVEY CONTROL
 DL1008
 DL1008  NGVD 29 (??/??/92)  135.948  (m)          446.02   (f) ADJ UNCH    2 0
 DL1008
 DL1008.Superseded values are not recommended for survey control.
 DL1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1008.See file dsdata.txt to determine how the superseded data were derived.
 DL1008
 DL1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT260542(NAD 83)
 DL1008_MARKER: Z = SEE DESCRIPTION
 DL1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1008_SP_SET: MILEPOST
 DL1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1008
 DL1008  HISTORY     - Date     Condition        Report By
 DL1008  HISTORY     - UNK      MONUMENTED       MPRR
 DL1008  HISTORY     - 1962     MARK NOT FOUND   NGS
 DL1008
 DL1008                          STATION DESCRIPTION
 DL1008
 DL1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1008'3.2 MI SE FROM NASHVILLE.
 DL1008'IN HEMPSTEAD COUNTY, 3.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC
 DL1008'RAILROAD FROM THE STATION AT NASHVILLE, HOWARD COUNTY, 10 FEET EAST OF
 DL1008'THE CENTERLINE OF THE TRACK, AND IN THE TOP OF CONCRETE MILEPOST 480.
 DL1008'A COPPER PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1011 ***********************************************************************
 DL1011  DESIGNATION -  RV 605
 DL1011  PID         -  DL1011
 DL1011  STATE/COUNTY-  AR/HEMPSTEAD
 DL1011  USGS QUAD   -  NASHVILLE (1951)
 DL1011
 DL1011                         *CURRENT SURVEY CONTROL
 DL1011  ___________________________________________________________________
 DL1011* NAD 83(1986)-  33 54 34.     (N)    093 47 03.     (W)     SCALED    
 DL1011* NAVD 88     -       125.549  (meters)     411.91   (feet)  ADJUSTED  
 DL1011  ___________________________________________________________________
 DL1011  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DL1011  DYNAMIC HT  -         125.422 (meters)     411.49  (feet)  COMP
 DL1011  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 DL1011
 DL1011  VERT ORDER  -  SECOND    CLASS 0
 DL1011
 DL1011.The horizontal coordinates were scaled from a topographic map and have
 DL1011.an estimated accuracy of +/- 6 seconds.
 DL1011
 DL1011.The orthometric height was determined by differential leveling
 DL1011.and adjusted by the National Geodetic Survey in June 1991..
 DL1011
 DL1011.The geoid height was determined by GEOID03.
 DL1011
 DL1011.The dynamic height is computed by dividing the NAVD 88
 DL1011.geopotential number by the normal gravity value computed on the
 DL1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1011.degrees latitude (g = 980.6199 gals.).
 DL1011
 DL1011.The modeled gravity was interpolated from observed gravity values.
 DL1011
 DL1011;                    North         East    Units  Estimated Accuracy
 DL1011;SPC AR S     -   539,280.      235,020.      MT  (+/- 180 meters Scaled)
 DL1011
 DL1011                          SUPERSEDED SURVEY CONTROL
 DL1011
 DL1011  NGVD 29 (??/??/92)  125.507  (m)          411.77   (f) ADJ UNCH    2 0
 DL1011
 DL1011.Superseded values are not recommended for survey control.
 DL1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1011.See file dsdata.txt to determine how the superseded data were derived.
 DL1011
 DL1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT275523(NAD 83)
 DL1011_MARKER: R = RIVET
 DL1011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1011_SP_SET: CULVERT
 DL1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1011
 DL1011  HISTORY     - Date     Condition        Report By
 DL1011  HISTORY     - UNK      MONUMENTED       MPRR
 DL1011  HISTORY     - 1962     GOOD             NGS
 DL1011
 DL1011                          STATION DESCRIPTION
 DL1011
 DL1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1011'4.6 MI SE FROM NASHVILLE.
 DL1011'IN HEMPSTEAD COUNTY, 4.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC
 DL1011'RAILROAD FROM THE STATION AT NASHVILLE, HOWARD COUNTY, 16 POLES
 DL1011'NORTHWEST OF MILEPOST 478, AT A 3- BY 4-FOOT CONCTRETE-BOX CULVERT,
 DL1011'AND IN THE CENTER OF THE TOP OF THE EAST HEADWALL.  A STANDARD
 DL1011'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0986 ***********************************************************************
 FF0986  DESIGNATION -  RV 61
 FF0986  PID         -  FF0986
 FF0986  STATE/COUNTY-  AR/JACKSON
 FF0986  USGS QUAD   -  TUCKERMAN (1981)
 FF0986
 FF0986                         *CURRENT SURVEY CONTROL
 FF0986  ___________________________________________________________________
 FF0986* NAD 83(1986)-  35 44 39.     (N)    091 11 16.     (W)     SCALED    
 FF0986* NAVD 88     -        74.226  (meters)     243.52   (feet)  ADJUSTED  
 FF0986  ___________________________________________________________________
 FF0986  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FF0986  DYNAMIC HT  -          74.163 (meters)     243.32  (feet)  COMP
 FF0986  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 FF0986
 FF0986  VERT ORDER  -  FIRST     CLASS II
 FF0986
 FF0986.The horizontal coordinates were scaled from a topographic map and have
 FF0986.an estimated accuracy of +/- 6 seconds.
 FF0986
 FF0986.The orthometric height was determined by differential leveling
 FF0986.and adjusted by the National Geodetic Survey in June 1991..
 FF0986
 FF0986.The geoid height was determined by GEOID03.
 FF0986
 FF0986.The dynamic height is computed by dividing the NAVD 88
 FF0986.geopotential number by the normal gravity value computed on the
 FF0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0986.degrees latitude (g = 980.6199 gals.).
 FF0986
 FF0986.The modeled gravity was interpolated from observed gravity values.
 FF0986
 FF0986;                    North         East    Units  Estimated Accuracy
 FF0986;SPC AR N     -   156,820.      473,460.      MT  (+/- 180 meters Scaled)
 FF0986
 FF0986                          SUPERSEDED SURVEY CONTROL
 FF0986
 FF0986  NGVD 29 (??/??/??)   74.155  (m)          243.29   (f) ADJUSTED    1 2
 FF0986
 FF0986.Superseded values are not recommended for survey control.
 FF0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0986.See file dsdata.txt to determine how the superseded data were derived.
 FF0986
 FF0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV638570(NAD 83)
 FF0986_MARKER: R = RIVET
 FF0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0986_SP_SET: CULVERT
 FF0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0986
 FF0986  HISTORY     - Date     Condition        Report By
 FF0986  HISTORY     - UNK      MONUMENTED       MPRR
 FF0986  HISTORY     - 1931     GOOD             CGS
 FF0986  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF0986
 FF0986                          STATION DESCRIPTION
 FF0986
 FF0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0986'1.2 MI NE FROM TUCKERMAN.
 FF0986'ABOUT 1-1/4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0986'FROM TUCKERMAN, JACKSON COUNTY, AT POLE 250+29, IMMEDIATELY SOUTH
 FF0986'OF THE POINT WHERE A FORMER SPUR LINE RAN TO THE SOUTHEAST, IN
 FF0986'THE EAST SIDE OF THE SOUTH END OF A 30-INCH CONCRETE ARCH-TOP
 FF0986'CULVERT, AND 20 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 FF0986'STANDARD MONEL-METAL RIVET.
 FF0986
 FF0986                          STATION RECOVERY (1964)
 FF0986
 FF0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1022 ***********************************************************************
 DL1022  DESIGNATION -  RV 611
 DL1022  PID         -  DL1022
 DL1022  STATE/COUNTY-  AR/HEMPSTEAD
 DL1022  USGS QUAD   -  WASHINGTON (1951)
 DL1022
 DL1022                         *CURRENT SURVEY CONTROL
 DL1022  ___________________________________________________________________
 DL1022* NAD 83(1986)-  33 50 10.     (N)    093 42 42.     (W)     SCALED    
 DL1022* NAVD 88     -       115.044  (meters)     377.44   (feet)  ADJUSTED  
 DL1022  ___________________________________________________________________
 DL1022  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DL1022  DYNAMIC HT  -         114.926 (meters)     377.05  (feet)  COMP
 DL1022  MODELED GRAV-     979,608.8   (mgal)                       NAVD 88
 DL1022
 DL1022  VERT ORDER  -  SECOND    CLASS 0
 DL1022
 DL1022.The horizontal coordinates were scaled from a topographic map and have
 DL1022.an estimated accuracy of +/- 6 seconds.
 DL1022
 DL1022.The orthometric height was determined by differential leveling
 DL1022.and adjusted by the National Geodetic Survey in June 1991..
 DL1022
 DL1022.The geoid height was determined by GEOID03.
 DL1022
 DL1022.The dynamic height is computed by dividing the NAVD 88
 DL1022.geopotential number by the normal gravity value computed on the
 DL1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1022.degrees latitude (g = 980.6199 gals.).
 DL1022
 DL1022.The modeled gravity was interpolated from observed gravity values.
 DL1022
 DL1022;                    North         East    Units  Estimated Accuracy
 DL1022;SPC AR S     -   531,030.      241,580.      MT  (+/- 180 meters Scaled)
 DL1022
 DL1022                          SUPERSEDED SURVEY CONTROL
 DL1022
 DL1022  NGVD 29 (??/??/92)  115.057  (m)          377.48   (f) ADJ UNCH    2 0
 DL1022
 DL1022.Superseded values are not recommended for survey control.
 DL1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1022.See file dsdata.txt to determine how the superseded data were derived.
 DL1022
 DL1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT341442(NAD 83)
 DL1022_MARKER: R = RIVET
 DL1022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1022_SP_SET: CULVERT
 DL1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1022
 DL1022  HISTORY     - Date     Condition        Report By
 DL1022  HISTORY     - UNK      MONUMENTED       MPRR
 DL1022  HISTORY     - 1962     GOOD             NGS
 DL1022
 DL1022                          STATION DESCRIPTION
 DL1022
 DL1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1022'1.1 MI SE FROM OZAN.
 DL1022'1.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1022'STATION AT OZAN, HEMPSTEAD COUNTY, 20 POLES NORTHWEST OF MILEPOST 471,
 DL1022'70 FEET WEST OF THE TRACK, BETWEEN THE TRACK AND STATE HIGHWAY 4, AT
 DL1022'AN 18-INCH PIPE CULVERT UNDER A ROAD APPROACH, AND IN THE CENTER OF
 DL1022'THE TOP OF THE SOUTH HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1028 ***********************************************************************
 DL1028  DESIGNATION -  RV 615
 DL1028  PID         -  DL1028
 DL1028  STATE/COUNTY-  AR/HEMPSTEAD
 DL1028  USGS QUAD   -  WASHINGTON (1951)
 DL1028
 DL1028                         *CURRENT SURVEY CONTROL
 DL1028  ___________________________________________________________________
 DL1028* NAD 83(1986)-  33 47 25.     (N)    093 40 48.     (W)     SCALED    
 DL1028* NAVD 88     -       119.865  (meters)     393.26   (feet)  ADJUSTED  
 DL1028  ___________________________________________________________________
 DL1028  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DL1028  DYNAMIC HT  -         119.741 (meters)     392.85  (feet)  COMP
 DL1028  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 DL1028
 DL1028  VERT ORDER  -  SECOND    CLASS 0
 DL1028
 DL1028.The horizontal coordinates were scaled from a topographic map and have
 DL1028.an estimated accuracy of +/- 6 seconds.
 DL1028
 DL1028.The orthometric height was determined by differential leveling
 DL1028.and adjusted by the National Geodetic Survey in June 1991..
 DL1028
 DL1028.The geoid height was determined by GEOID03.
 DL1028
 DL1028.The dynamic height is computed by dividing the NAVD 88
 DL1028.geopotential number by the normal gravity value computed on the
 DL1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1028.degrees latitude (g = 980.6199 gals.).
 DL1028
 DL1028.The modeled gravity was interpolated from observed gravity values.
 DL1028
 DL1028;                    North         East    Units  Estimated Accuracy
 DL1028;SPC AR S     -   525,900.      244,430.      MT  (+/- 180 meters Scaled)
 DL1028
 DL1028                          SUPERSEDED SURVEY CONTROL
 DL1028
 DL1028  NGVD 29 (??/??/92)  119.878  (m)          393.30   (f) ADJ UNCH    2 0
 DL1028
 DL1028.Superseded values are not recommended for survey control.
 DL1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1028.See file dsdata.txt to determine how the superseded data were derived.
 DL1028
 DL1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT370391(NAD 83)
 DL1028_MARKER: R = RIVET
 DL1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1028_SP_SET: CULVERT
 DL1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1028
 DL1028  HISTORY     - Date     Condition        Report By
 DL1028  HISTORY     - UNK      MONUMENTED       MPRR
 DL1028  HISTORY     - 1962     GOOD             NGS
 DL1028
 DL1028                          STATION DESCRIPTION
 DL1028
 DL1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1028'0.9 MI NW FROM WASHINGTON.
 DL1028'0.9 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1028'STATION AT WASHINGTON, HEMPSTEAD COUNTY, 27 POLES NORTHWEST OF
 DL1028'MILEPOST 467, AT A 4- BY 6-FOOT CONCRETE-BOX CULVERT, AND IN THE
 DL1028'CENTER OF THE TOP OF THE EAST HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1033 ***********************************************************************
 DL1033  DESIGNATION -  RV 617
 DL1033  PID         -  DL1033
 DL1033  STATE/COUNTY-  AR/HEMPSTEAD
 DL1033  USGS QUAD   -  WASHINGTON (1951)
 DL1033
 DL1033                         *CURRENT SURVEY CONTROL
 DL1033  ___________________________________________________________________
 DL1033* NAD 83(1986)-  33 46 24.     (N)    093 40 05.     (W)     SCALED    
 DL1033* NAVD 88     -       112.382  (meters)     368.71   (feet)  ADJUSTED  
 DL1033  ___________________________________________________________________
 DL1033  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL1033  DYNAMIC HT  -         112.265 (meters)     368.32  (feet)  COMP
 DL1033  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 DL1033
 DL1033  VERT ORDER  -  SECOND    CLASS 0
 DL1033
 DL1033.The horizontal coordinates were scaled from a topographic map and have
 DL1033.an estimated accuracy of +/- 6 seconds.
 DL1033
 DL1033.The orthometric height was determined by differential leveling
 DL1033.and adjusted by the National Geodetic Survey in June 1991..
 DL1033
 DL1033.The geoid height was determined by GEOID03.
 DL1033
 DL1033.The dynamic height is computed by dividing the NAVD 88
 DL1033.geopotential number by the normal gravity value computed on the
 DL1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1033.degrees latitude (g = 980.6199 gals.).
 DL1033
 DL1033.The modeled gravity was interpolated from observed gravity values.
 DL1033
 DL1033;                    North         East    Units  Estimated Accuracy
 DL1033;SPC AR S     -   524,000.      245,510.      MT  (+/- 180 meters Scaled)
 DL1033
 DL1033                          SUPERSEDED SURVEY CONTROL
 DL1033
 DL1033  NGVD 29 (??/??/92)  112.394  (m)          368.75   (f) ADJ UNCH    2 0
 DL1033
 DL1033.Superseded values are not recommended for survey control.
 DL1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1033.See file dsdata.txt to determine how the superseded data were derived.
 DL1033
 DL1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT381372(NAD 83)
 DL1033_MARKER: R = RIVET
 DL1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1033_SP_SET: CULVERT
 DL1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1033
 DL1033  HISTORY     - Date     Condition        Report By
 DL1033  HISTORY     - UNK      MONUMENTED       MPRR
 DL1033  HISTORY     - 1963     GOOD             NGS
 DL1033
 DL1033                          STATION DESCRIPTION
 DL1033
 DL1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1033'0.6 MI SE FROM WASHINGTON.
 DL1033'0.6 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1033'STATION AT WASHINGTON, HEMPSTEAD COUNTY, 14 POLES NORTHWEST OF
 DL1033'MILEPOST 466, AT A DOUBLE-BARREL 6- BY 5-FOOT CONCRETE-BOX CULVERT, IN
 DL1033'THE CENTER OF THE TOP OF THE EAST HEADWALL, 12 FEET EAST OF THE
 DL1033'CENTERLINE OF THE TRACK, AND 12 FEET SOUTH OF A CATTLE GUARD.  A
 DL1033'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1034 ***********************************************************************
 DL1034  DESIGNATION -  RV 618
 DL1034  PID         -  DL1034
 DL1034  STATE/COUNTY-  AR/HEMPSTEAD
 DL1034  USGS QUAD   -  WASHINGTON (1951)
 DL1034
 DL1034                         *CURRENT SURVEY CONTROL
 DL1034  ___________________________________________________________________
 DL1034* NAD 83(1986)-  33 46 08.     (N)    093 39 37.     (W)     SCALED    
 DL1034* NAVD 88     -       111.644  (meters)     366.29   (feet)  ADJUSTED  
 DL1034  ___________________________________________________________________
 DL1034  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL1034  DYNAMIC HT  -         111.527 (meters)     365.90  (feet)  COMP
 DL1034  MODELED GRAV-     979,592.3   (mgal)                       NAVD 88
 DL1034
 DL1034  VERT ORDER  -  SECOND    CLASS 0
 DL1034
 DL1034.The horizontal coordinates were scaled from a topographic map and have
 DL1034.an estimated accuracy of +/- 6 seconds.
 DL1034
 DL1034.The orthometric height was determined by differential leveling
 DL1034.and adjusted by the National Geodetic Survey in June 1991..
 DL1034
 DL1034.The geoid height was determined by GEOID03.
 DL1034
 DL1034.The dynamic height is computed by dividing the NAVD 88
 DL1034.geopotential number by the normal gravity value computed on the
 DL1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1034.degrees latitude (g = 980.6199 gals.).
 DL1034
 DL1034.The modeled gravity was interpolated from observed gravity values.
 DL1034
 DL1034;                    North         East    Units  Estimated Accuracy
 DL1034;SPC AR S     -   523,500.      246,220.      MT  (+/- 180 meters Scaled)
 DL1034
 DL1034                          SUPERSEDED SURVEY CONTROL
 DL1034
 DL1034  NGVD 29 (??/??/92)  111.656  (m)          366.32   (f) ADJ UNCH    2 0
 DL1034
 DL1034.Superseded values are not recommended for survey control.
 DL1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1034.See file dsdata.txt to determine how the superseded data were derived.
 DL1034
 DL1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT388367(NAD 83)
 DL1034_MARKER: R = RIVET
 DL1034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1034_SP_SET: CULVERT
 DL1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1034
 DL1034  HISTORY     - Date     Condition        Report By
 DL1034  HISTORY     - UNK      MONUMENTED       MPRR
 DL1034  HISTORY     - 1963     GOOD             NGS
 DL1034
 DL1034                          STATION DESCRIPTION
 DL1034
 DL1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1034'1.1 MI SE FROM WASHINGTON.
 DL1034'1.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1034'STATION AT WASHINGTON, HEMPSTEAD COUNTY, 28 POLES NORTHWEST OF
 DL1034'MILEPOST 465, AT A DOUBLE-BARREL 3- BY 3-FOOT CONCRETE-BOX CULVERT, IN
 DL1034'THE CENTER OF THE TOP OF THE EAST HEADWALL, 15 FEET EAST OF THE
 DL1034'CENTERLINE OF THE TRACK, AND 15 FEET SOUTH OF A CATTLE GUARD.  A
 DL1034'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0987 ***********************************************************************
 FF0987  DESIGNATION -  RV 62
 FF0987  PID         -  FF0987
 FF0987  STATE/COUNTY-  AR/JACKSON
 FF0987  USGS QUAD   -  TUCKERMAN (1981)
 FF0987
 FF0987                         *CURRENT SURVEY CONTROL
 FF0987  ___________________________________________________________________
 FF0987* NAD 83(1986)-  35 44 53.     (N)    091 11 06.     (W)     SCALED    
 FF0987* NAVD 88     -        73.72   (+/-2cm)     241.9    (feet)  VERTCON   
 FF0987  ___________________________________________________________________
 FF0987  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FF0987
 FF0987  VERT ORDER  -  ? (See Below)
 FF0987
 FF0987.The horizontal coordinates were scaled from a topographic map and have
 FF0987.an estimated accuracy of +/- 6 seconds.
 FF0987
 FF0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0987.The vertical order pertains to the NGVD 29 superseded value.
 FF0987
 FF0987.The geoid height was determined by GEOID03.
 FF0987
 FF0987;                    North         East    Units  Estimated Accuracy
 FF0987;SPC AR N     -   157,260.      473,710.      MT  (+/- 180 meters Scaled)
 FF0987
 FF0987                          SUPERSEDED SURVEY CONTROL
 FF0987
 FF0987  NGVD 29 (??/??/??)   73.651  (m)          241.64   (f) ADJUSTED    ?  
 FF0987
 FF0987.Superseded values are not recommended for survey control.
 FF0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0987.See file dsdata.txt to determine how the superseded data were derived.
 FF0987
 FF0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV641575(NAD 83)
 FF0987_MARKER: R = RIVET
 FF0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0987_SP_SET: CULVERT
 FF0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0987
 FF0987  HISTORY     - Date     Condition        Report By
 FF0987  HISTORY     - UNK      MONUMENTED       MPRR
 FF0987  HISTORY     - 1931     GOOD             CGS
 FF0987  HISTORY     - 1934     GOOD             CGS
 FF0987  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF0987
 FF0987                          STATION DESCRIPTION
 FF0987
 FF0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0987'1.5 MI NE FROM TUCKERMAN.
 FF0987'ABOUT 1-1/2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0987'FROM TUCKERMAN, JACKSON COUNTY, OPPOSITE POLE 250+17, AND IN
 FF0987'THE CENTER OF THE EAST HEAD WALL OF A 2- BY 3-FOOT CONCRETE
 FF0987'CULVERT.  A STANDARD MONEL-METAL RIVET.
 FF0987
 FF0987                          STATION RECOVERY (1934)
 FF0987
 FF0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0987'RECOVERED IN GOOD CONDITION.
 FF0987
 FF0987                          STATION RECOVERY (2002)
 FF0987
 FF0987'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1038 ***********************************************************************
 DL1038  DESIGNATION -  RV 620
 DL1038  PID         -  DL1038
 DL1038  STATE/COUNTY-  AR/HEMPSTEAD
 DL1038  USGS QUAD   -  SHEPPARD (1978)
 DL1038
 DL1038                         *CURRENT SURVEY CONTROL
 DL1038  ___________________________________________________________________
 DL1038* NAD 83(1986)-  33 43 50.     (N)    093 38 44.     (W)     SCALED    
 DL1038* NAVD 88     -       104.165  (meters)     341.75   (feet)  ADJUSTED  
 DL1038  ___________________________________________________________________
 DL1038  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL1038  DYNAMIC HT  -         104.056 (meters)     341.39  (feet)  COMP
 DL1038  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 DL1038
 DL1038  VERT ORDER  -  SECOND    CLASS 0
 DL1038
 DL1038.The horizontal coordinates were scaled from a topographic map and have
 DL1038.an estimated accuracy of +/- 6 seconds.
 DL1038
 DL1038.The orthometric height was determined by differential leveling
 DL1038.and adjusted by the National Geodetic Survey in June 1991..
 DL1038
 DL1038.The geoid height was determined by GEOID03.
 DL1038
 DL1038.The dynamic height is computed by dividing the NAVD 88
 DL1038.geopotential number by the normal gravity value computed on the
 DL1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1038.degrees latitude (g = 980.6199 gals.).
 DL1038
 DL1038.The modeled gravity was interpolated from observed gravity values.
 DL1038
 DL1038;                    North         East    Units  Estimated Accuracy
 DL1038;SPC AR S     -   519,220.      247,510.      MT  (+/- 180 meters Scaled)
 DL1038
 DL1038                          SUPERSEDED SURVEY CONTROL
 DL1038
 DL1038  NGVD 29 (??/??/92)  104.178  (m)          341.79   (f) ADJ UNCH    2 0
 DL1038
 DL1038.Superseded values are not recommended for survey control.
 DL1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1038.See file dsdata.txt to determine how the superseded data were derived.
 DL1038
 DL1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT401324(NAD 83)
 DL1038_MARKER: R = RIVET
 DL1038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1038_SP_SET: CULVERT
 DL1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1038
 DL1038  HISTORY     - Date     Condition        Report By
 DL1038  HISTORY     - UNK      MONUMENTED       MPRR
 DL1038  HISTORY     - 1963     GOOD             NGS
 DL1038
 DL1038                          STATION DESCRIPTION
 DL1038
 DL1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1038'3.9 MI SE FROM WASHINGTON.
 DL1038'3.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1038'STATION AT WASHINGTON, HEMPSTEAD COUNTY, 3 POLES NORTHWEST OF MILEPOST
 DL1038'463, AT A 4- BY 4-FOOT CONCRETE-BOX CULVERT, AND IN THE CENTER OF THE
 DL1038'TOP OF THE EAST HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1042 ***********************************************************************
 DL1042  DESIGNATION -  RV 621
 DL1042  PID         -  DL1042
 DL1042  STATE/COUNTY-  AR/HEMPSTEAD
 DL1042  USGS QUAD   -  HOPE (1978)
 DL1042
 DL1042                         *CURRENT SURVEY CONTROL
 DL1042  ___________________________________________________________________
 DL1042* NAD 83(1986)-  33 41 48.     (N)    093 36 35.     (W)     SCALED    
 DL1042* NAVD 88     -       101.908  (meters)     334.34   (feet)  ADJUSTED  
 DL1042  ___________________________________________________________________
 DL1042  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DL1042  DYNAMIC HT  -         101.801 (meters)     333.99  (feet)  COMP
 DL1042  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 DL1042
 DL1042  VERT ORDER  -  SECOND    CLASS 0
 DL1042
 DL1042.The horizontal coordinates were scaled from a topographic map and have
 DL1042.an estimated accuracy of +/- 6 seconds.
 DL1042
 DL1042.The orthometric height was determined by differential leveling
 DL1042.and adjusted by the National Geodetic Survey in June 1991..
 DL1042
 DL1042.The geoid height was determined by GEOID03.
 DL1042
 DL1042.The dynamic height is computed by dividing the NAVD 88
 DL1042.geopotential number by the normal gravity value computed on the
 DL1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1042.degrees latitude (g = 980.6199 gals.).
 DL1042
 DL1042.The modeled gravity was interpolated from observed gravity values.
 DL1042
 DL1042;                    North         East    Units  Estimated Accuracy
 DL1042;SPC AR S     -   515,410.      250,780.      MT  (+/- 180 meters Scaled)
 DL1042
 DL1042                          SUPERSEDED SURVEY CONTROL
 DL1042
 DL1042  NGVD 29 (??/??/92)  101.912  (m)          334.36   (f) ADJ UNCH    2 0
 DL1042
 DL1042.Superseded values are not recommended for survey control.
 DL1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1042.See file dsdata.txt to determine how the superseded data were derived.
 DL1042
 DL1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT434286(NAD 83)
 DL1042_MARKER: Z = SEE DESCRIPTION
 DL1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1042_SP_SET: MILEPOST
 DL1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1042
 DL1042  HISTORY     - Date     Condition        Report By
 DL1042  HISTORY     - UNK      MONUMENTED       MPRR
 DL1042  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL1042
 DL1042                          STATION DESCRIPTION
 DL1042
 DL1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1042'2.3 MI NW FROM HOPE.
 DL1042'2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1042'STATION AT HOPE, HEMPSTEAD COUNTY, AND IN THE TOP OF CONCRETE MILEPOST
 DL1042'460.  A COPPER PLUG.  NOTE-- CHECK LEVELING IN 1945 INDICATES THAT A
 DL1042'MONEL-METAL RIVET (RV 621-1) ABOUT 69 FEET SOUTHEAST OF THIS MARK AND
 DL1042'IN THE CENTER OF THE TOP OF THE NORTHEAST HEADWALL OF A 3- BY 7-FOOT
 DL1042'CONCRETE CULVERT WAS LEVELED TO IN 1935 INSTEAD OF THE MARK DESCRIBED
 DL1042'ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1043 ***********************************************************************
 DL1043  DESIGNATION -  RV 621.1
 DL1043  PID         -  DL1043
 DL1043  STATE/COUNTY-  AR/HEMPSTEAD
 DL1043  USGS QUAD   -  HOPE (1978)
 DL1043
 DL1043                         *CURRENT SURVEY CONTROL
 DL1043  ___________________________________________________________________
 DL1043* NAD 83(1986)-  33 41 48.     (N)    093 36 35.     (W)     SCALED    
 DL1043* NAVD 88     -       101.327  (meters)     332.44   (feet)  ADJUSTED  
 DL1043  ___________________________________________________________________
 DL1043  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DL1043  DYNAMIC HT  -         101.221 (meters)     332.09  (feet)  COMP
 DL1043  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 DL1043
 DL1043  VERT ORDER  -  SECOND    CLASS 0
 DL1043
 DL1043.The horizontal coordinates were scaled from a topographic map and have
 DL1043.an estimated accuracy of +/- 6 seconds.
 DL1043
 DL1043.The orthometric height was determined by differential leveling
 DL1043.and adjusted by the National Geodetic Survey in June 1991..
 DL1043
 DL1043.The geoid height was determined by GEOID03.
 DL1043
 DL1043.The dynamic height is computed by dividing the NAVD 88
 DL1043.geopotential number by the normal gravity value computed on the
 DL1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1043.degrees latitude (g = 980.6199 gals.).
 DL1043
 DL1043.The modeled gravity was interpolated from observed gravity values.
 DL1043
 DL1043;                    North         East    Units  Estimated Accuracy
 DL1043;SPC AR S     -   515,410.      250,780.      MT  (+/- 180 meters Scaled)
 DL1043
 DL1043                          SUPERSEDED SURVEY CONTROL
 DL1043
 DL1043  NGVD 29 (??/??/92)  101.331  (m)          332.45   (f) ADJ UNCH    2 0
 DL1043
 DL1043.Superseded values are not recommended for survey control.
 DL1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1043.See file dsdata.txt to determine how the superseded data were derived.
 DL1043
 DL1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT434286(NAD 83)
 DL1043_MARKER: R = RIVET
 DL1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1043_SP_SET: CULVERT
 DL1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1043
 DL1043  HISTORY     - Date     Condition        Report By
 DL1043  HISTORY     - UNK      MONUMENTED       MPRR
 DL1043  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL1043
 DL1043                          STATION DESCRIPTION
 DL1043
 DL1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1043'2.3 MI NW FROM HOPE.
 DL1043'2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1043'STATION AT HOPE, HEMPSTEAD COUNTY, 69 FEET SOUTHEAST OF MILEPOST 460,
 DL1043'AT A 3- BY 7-FOOT CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF
 DL1043'THE NORTHEAST HEADWALL.  A STANDARD MONEL-METAL RIVET.  NOTE-- CHECK
 DL1043'LEVELING IN 1945 INDICATES THAT THIS MARK WAS LEVELED OVER IN 1935
 DL1043'INSTEAD OF THE MARK DESCRIBED AS RV 621 (M.P.R.R.).  THIS MARK IS
 DL1043'PROBABLY STILL IN PLACE BUT AT THE TIME OF ATTEMPTED RECOVERY THE
 DL1043'CONCRETE HEADWALL WAS COVERED WITH ABOUT 6 INCHES OF FROZEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1045 ***********************************************************************
 DL1045  DESIGNATION -  RV 622
 DL1045  PID         -  DL1045
 DL1045  STATE/COUNTY-  AR/HEMPSTEAD
 DL1045  USGS QUAD   -  HOPE (1978)
 DL1045
 DL1045                         *CURRENT SURVEY CONTROL
 DL1045  ___________________________________________________________________
 DL1045* NAD 83(1986)-  33 40 35.     (N)    093 35 38.     (W)     SCALED    
 DL1045* NAVD 88     -       102.824  (meters)     337.35   (feet)  ADJUSTED  
 DL1045  ___________________________________________________________________
 DL1045  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL1045  DYNAMIC HT  -         102.716 (meters)     336.99  (feet)  COMP
 DL1045  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 DL1045
 DL1045  VERT ORDER  -  SECOND    CLASS 0
 DL1045
 DL1045.The horizontal coordinates were scaled from a topographic map and have
 DL1045.an estimated accuracy of +/- 6 seconds.
 DL1045
 DL1045.The orthometric height was determined by differential leveling
 DL1045.and adjusted by the National Geodetic Survey in June 1991..
 DL1045
 DL1045.The geoid height was determined by GEOID03.
 DL1045
 DL1045.The dynamic height is computed by dividing the NAVD 88
 DL1045.geopotential number by the normal gravity value computed on the
 DL1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1045.degrees latitude (g = 980.6199 gals.).
 DL1045
 DL1045.The modeled gravity was interpolated from observed gravity values.
 DL1045
 DL1045;                    North         East    Units  Estimated Accuracy
 DL1045;SPC AR S     -   513,140.      252,210.      MT  (+/- 180 meters Scaled)
 DL1045
 DL1045                          SUPERSEDED SURVEY CONTROL
 DL1045
 DL1045  NGVD 29 (??/??/92)  102.827  (m)          337.36   (f) ADJ UNCH    2 0
 DL1045
 DL1045.Superseded values are not recommended for survey control.
 DL1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1045.See file dsdata.txt to determine how the superseded data were derived.
 DL1045
 DL1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT449264(NAD 83)
 DL1045_MARKER: R = RIVET
 DL1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1045_SP_SET: CULVERT
 DL1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1045
 DL1045  HISTORY     - Date     Condition        Report By
 DL1045  HISTORY     - UNK      MONUMENTED       MPRR
 DL1045  HISTORY     - 1963     GOOD             NGS
 DL1045
 DL1045                          STATION DESCRIPTION
 DL1045
 DL1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1045'0.6 MI NW FROM HOPE.
 DL1045'0.6 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1045'STATION AT HOPE, HEMPSTEAD COUNTY, 9 POLES NORTHWEST OF MILEPOST 458,
 DL1045'AT THE NORTHEAST CORNER OF THE LOUISIANA OIL CO. PLANT, 36 FEET SOUTH
 DL1045'OF THE NORTH SWITCH TO THE SIDING, AT A 46- BY 42-INCH CONCRETE-PIPE
 DL1045'CULVERT, IN THE CENTER OF THE TOP OF THE WEST BELL, AND 14 FEET WEST
 DL1045'OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0989 ***********************************************************************
 FF0989  DESIGNATION -  RV 63
 FF0989  PID         -  FF0989
 FF0989  STATE/COUNTY-  AR/JACKSON
 FF0989  USGS QUAD   -  SWIFTON WEST (1980)
 FF0989
 FF0989                         *CURRENT SURVEY CONTROL
 FF0989  ___________________________________________________________________
 FF0989* NAD 83(1986)-  35 45 23.     (N)    091 10 43.     (W)     SCALED    
 FF0989* NAVD 88     -        74.957  (meters)     245.92   (feet)  ADJUSTED  
 FF0989  ___________________________________________________________________
 FF0989  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FF0989  DYNAMIC HT  -          74.894 (meters)     245.71  (feet)  COMP
 FF0989  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 FF0989
 FF0989  VERT ORDER  -  FIRST     CLASS II
 FF0989
 FF0989.The horizontal coordinates were scaled from a topographic map and have
 FF0989.an estimated accuracy of +/- 6 seconds.
 FF0989
 FF0989.The orthometric height was determined by differential leveling
 FF0989.and adjusted by the National Geodetic Survey in June 1991..
 FF0989
 FF0989.The geoid height was determined by GEOID03.
 FF0989
 FF0989.The dynamic height is computed by dividing the NAVD 88
 FF0989.geopotential number by the normal gravity value computed on the
 FF0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0989.degrees latitude (g = 980.6199 gals.).
 FF0989
 FF0989.The modeled gravity was interpolated from observed gravity values.
 FF0989
 FF0989;                    North         East    Units  Estimated Accuracy
 FF0989;SPC AR N     -   158,190.      474,280.      MT  (+/- 180 meters Scaled)
 FF0989
 FF0989                          SUPERSEDED SURVEY CONTROL
 FF0989
 FF0989  NGVD 29 (??/??/??)   74.885  (m)          245.69   (f) ADJUSTED    1 2
 FF0989
 FF0989.Superseded values are not recommended for survey control.
 FF0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0989.See file dsdata.txt to determine how the superseded data were derived.
 FF0989
 FF0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV646584(NAD 83)
 FF0989_MARKER: R = RIVET
 FF0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0989+STABILITY: SURFACE MOTION
 FF0989
 FF0989  HISTORY     - Date     Condition        Report By
 FF0989  HISTORY     - UNK      MONUMENTED       MPRR
 FF0989  HISTORY     - 1931     GOOD             CGS
 FF0989  HISTORY     - 1934     GOOD             CGS
 FF0989  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0989
 FF0989                          STATION DESCRIPTION
 FF0989
 FF0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0989'2.1 MI NE FROM TUCKERMAN.
 FF0989'ABOUT 2.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0989'FROM TUCKERMAN, JACKSON COUNTY, OPPOSITE POLE 249+30, AND IN THE
 FF0989'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY FEED.
 FF0989'A STANDARD MONEL-METAL RIVET.
 FF0989
 FF0989                          STATION RECOVERY (1934)
 FF0989
 FF0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0989'RECOVERED IN GOOD CONDITION.
 FF0989
 FF0989                          STATION RECOVERY (2002)
 FF0989
 FF0989'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1060 ***********************************************************************
 DL1060  DESIGNATION -  RV 633
 DL1060  PID         -  DL1060
 DL1060  STATE/COUNTY-  AR/HEMPSTEAD
 DL1060  USGS QUAD   -  PATMOS (1978)
 DL1060
 DL1060                         *CURRENT SURVEY CONTROL
 DL1060  ___________________________________________________________________
 DL1060* NAD 83(1986)-  33 35 41.     (N)    093 35 18.     (W)     SCALED    
 DL1060* NAVD 88     -       102.943  (meters)     337.74   (feet)  ADJUSTED  
 DL1060  ___________________________________________________________________
 DL1060  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DL1060  DYNAMIC HT  -         102.834 (meters)     337.38  (feet)  COMP
 DL1060  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 DL1060
 DL1060  VERT ORDER  -  SECOND    CLASS 0
 DL1060
 DL1060.The horizontal coordinates were scaled from a topographic map and have
 DL1060.an estimated accuracy of +/- 6 seconds.
 DL1060
 DL1060.The orthometric height was determined by differential leveling
 DL1060.and adjusted by the National Geodetic Survey in June 1991..
 DL1060
 DL1060.The geoid height was determined by GEOID03.
 DL1060
 DL1060.The dynamic height is computed by dividing the NAVD 88
 DL1060.geopotential number by the normal gravity value computed on the
 DL1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1060.degrees latitude (g = 980.6199 gals.).
 DL1060
 DL1060.The modeled gravity was interpolated from observed gravity values.
 DL1060
 DL1060;                    North         East    Units  Estimated Accuracy
 DL1060;SPC AR S     -   504,080.      252,580.      MT  (+/- 180 meters Scaled)
 DL1060
 DL1060                          SUPERSEDED SURVEY CONTROL
 DL1060
 DL1060  NGVD 29 (??/??/92)  102.959  (m)          337.79   (f) ADJ UNCH    2 0
 DL1060
 DL1060.Superseded values are not recommended for survey control.
 DL1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1060.See file dsdata.txt to determine how the superseded data were derived.
 DL1060
 DL1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT454173(NAD 83)
 DL1060_MARKER: R = RIVET
 DL1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1060+STABILITY: SURFACE MOTION
 DL1060
 DL1060  HISTORY     - Date     Condition        Report By
 DL1060  HISTORY     - UNK      MONUMENTED       LARR
 DL1060  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL1060
 DL1060                          STATION DESCRIPTION
 DL1060
 DL1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1060'5.4 MI S FROM HOPE.
 DL1060'5.4 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL1060'STATION AT HOPE, HEMPSTEAD COUNTY, ABOUT 1 MILE SOUTH OF A TRESTLE, AT
 DL1060'MILEPOST 5, AND 26 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 DL1060'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST
 DL1060'PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1068 ***********************************************************************
 DL1068  DESIGNATION -  RV 639
 DL1068  PID         -  DL1068
 DL1068  STATE/COUNTY-  AR/HEMPSTEAD
 DL1068  USGS QUAD   -  PATMOS (1978)
 DL1068
 DL1068                         *CURRENT SURVEY CONTROL
 DL1068  ___________________________________________________________________
 DL1068* NAD 83(1986)-  33 33 06.     (N)    093 35 25.     (W)     SCALED    
 DL1068* NAVD 88     -        92.403  (meters)     303.16   (feet)  ADJUSTED  
 DL1068  ___________________________________________________________________
 DL1068  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DL1068  DYNAMIC HT  -          92.305 (meters)     302.84  (feet)  COMP
 DL1068  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 DL1068
 DL1068  VERT ORDER  -  SECOND    CLASS 0
 DL1068
 DL1068.The horizontal coordinates were scaled from a topographic map and have
 DL1068.an estimated accuracy of +/- 6 seconds.
 DL1068
 DL1068.The orthometric height was determined by differential leveling
 DL1068.and adjusted by the National Geodetic Survey in June 1991..
 DL1068
 DL1068.The geoid height was determined by GEOID03.
 DL1068
 DL1068.The dynamic height is computed by dividing the NAVD 88
 DL1068.geopotential number by the normal gravity value computed on the
 DL1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1068.degrees latitude (g = 980.6199 gals.).
 DL1068
 DL1068.The modeled gravity was interpolated from observed gravity values.
 DL1068
 DL1068;                    North         East    Units  Estimated Accuracy
 DL1068;SPC AR S     -   499,310.      252,330.      MT  (+/- 180 meters Scaled)
 DL1068
 DL1068                          SUPERSEDED SURVEY CONTROL
 DL1068
 DL1068  NGVD 29 (??/??/92)   92.424  (m)          303.23   (f) ADJ UNCH    2 0
 DL1068
 DL1068.Superseded values are not recommended for survey control.
 DL1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1068.See file dsdata.txt to determine how the superseded data were derived.
 DL1068
 DL1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT452126(NAD 83)
 DL1068_MARKER: R = RIVET
 DL1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1068+STABILITY: SURFACE MOTION
 DL1068
 DL1068  HISTORY     - Date     Condition        Report By
 DL1068  HISTORY     - UNK      MONUMENTED       LARR
 DL1068  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL1068
 DL1068                          STATION DESCRIPTION
 DL1068
 DL1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1068'3.2 MI N FROM PATMOS.
 DL1068'3.2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL1068'STATION AT PATMOS, HEMPSTEAD COUNTY, 0.1 MILE NORTH OF TRESTLE NO. 80,
 DL1068'AT MILEPOST 8, AT THE NORTH EDGE OF A SWAMP, AND 25 FEET EAST OF THE
 DL1068'CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP
 DL1068'OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0991 ***********************************************************************
 FF0991  DESIGNATION -  RV 64
 FF0991  PID         -  FF0991
 FF0991  STATE/COUNTY-  AR/JACKSON
 FF0991  USGS QUAD   -  SWIFTON WEST (1980)
 FF0991
 FF0991                         *CURRENT SURVEY CONTROL
 FF0991  ___________________________________________________________________
 FF0991* NAD 83(1986)-  35 46 10.     (N)    091 10 11.     (W)     SCALED    
 FF0991* NAVD 88     -        75.51   (+/-2cm)     247.7    (feet)  VERTCON   
 FF0991  ___________________________________________________________________
 FF0991  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FF0991
 FF0991  VERT ORDER  -  ? (See Below)
 FF0991
 FF0991.The horizontal coordinates were scaled from a topographic map and have
 FF0991.an estimated accuracy of +/- 6 seconds.
 FF0991
 FF0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0991.The vertical order pertains to the NGVD 29 superseded value.
 FF0991
 FF0991.The geoid height was determined by GEOID03.
 FF0991
 FF0991;                    North         East    Units  Estimated Accuracy
 FF0991;SPC AR N     -   159,640.      475,070.      MT  (+/- 180 meters Scaled)
 FF0991
 FF0991                          SUPERSEDED SURVEY CONTROL
 FF0991
 FF0991  NGVD 29 (??/??/??)   75.438  (m)          247.50   (f) ADJUSTED    ?  
 FF0991
 FF0991.Superseded values are not recommended for survey control.
 FF0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0991.See file dsdata.txt to determine how the superseded data were derived.
 FF0991
 FF0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV654599(NAD 83)
 FF0991_MARKER: R = RIVET
 FF0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0991+STABILITY: SURFACE MOTION
 FF0991
 FF0991  HISTORY     - Date     Condition        Report By
 FF0991  HISTORY     - UNK      MONUMENTED       MPRR
 FF0991  HISTORY     - 1931     GOOD             CGS
 FF0991  HISTORY     - 1934     GOOD             CGS
 FF0991
 FF0991                          STATION DESCRIPTION
 FF0991
 FF0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0991'3.2 MI NE FROM TUCKERMAN.
 FF0991'ABOUT 3.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0991'FROM TUCKERMAN, JACKSON COUNTY, OPPOSITE POLE 248+29, AND IN
 FF0991'THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2488.
 FF0991'A STANDARD MONEL-METAL RIVET.
 FF0991
 FF0991                          STATION RECOVERY (1934)
 FF0991
 FF0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1074 ***********************************************************************
 DL1074  DESIGNATION -  RV 644
 DL1074  PID         -  DL1074
 DL1074  STATE/COUNTY-  AR/HEMPSTEAD
 DL1074  USGS QUAD   -  PATMOS (1978)
 DL1074
 DL1074                         *CURRENT SURVEY CONTROL
 DL1074  ___________________________________________________________________
 DL1074* NAD 83(1986)-  33 31 21.     (N)    093 34 12.     (W)     SCALED    
 DL1074* NAVD 88     -        97.194  (meters)     318.88   (feet)  ADJUSTED  
 DL1074  ___________________________________________________________________
 DL1074  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DL1074  DYNAMIC HT  -          97.090 (meters)     318.54  (feet)  COMP
 DL1074  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 DL1074
 DL1074  VERT ORDER  -  SECOND    CLASS 0
 DL1074
 DL1074.The horizontal coordinates were scaled from a topographic map and have
 DL1074.an estimated accuracy of +/- 6 seconds.
 DL1074
 DL1074.The orthometric height was determined by differential leveling
 DL1074.and adjusted by the National Geodetic Survey in June 1991..
 DL1074
 DL1074.The geoid height was determined by GEOID03.
 DL1074
 DL1074.The dynamic height is computed by dividing the NAVD 88
 DL1074.geopotential number by the normal gravity value computed on the
 DL1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1074.degrees latitude (g = 980.6199 gals.).
 DL1074
 DL1074.The modeled gravity was interpolated from observed gravity values.
 DL1074
 DL1074;                    North         East    Units  Estimated Accuracy
 DL1074;SPC AR S     -   496,040.      254,160.      MT  (+/- 180 meters Scaled)
 DL1074
 DL1074                          SUPERSEDED SURVEY CONTROL
 DL1074
 DL1074  NGVD 29 (??/??/92)   97.22   (m)          319.0    (f) COMPUTED    2 0
 DL1074
 DL1074.Superseded values are not recommended for survey control.
 DL1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1074.See file dsdata.txt to determine how the superseded data were derived.
 DL1074
 DL1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT470093(NAD 83)
 DL1074_MARKER: R = RIVET
 DL1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL1074_SP_SET: CULVERT
 DL1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1074
 DL1074  HISTORY     - Date     Condition        Report By
 DL1074  HISTORY     - UNK      MONUMENTED       LARR
 DL1074  HISTORY     - 1963     GOOD             NGS
 DL1074
 DL1074                          STATION DESCRIPTION
 DL1074
 DL1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1074'0.8 MI N FROM PATMOS.
 DL1074'0.8 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL1074'STATION AT PATMOS, HEMPSTEAD COUNTY, 12-1/2 POLES SOUTH OF MILEPOST
 DL1074'10, AT A 6- BY 6-FOOT CONCRETE-BOX CULVERT, IN THE SOUTH END OF THE
 DL1074'EAST HEADWALL, AND 12 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 DL1074'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1077 ***********************************************************************
 DL1077  DESIGNATION -  RV 646
 DL1077  PID         -  DL1077
 DL1077  STATE/COUNTY-  AR/HEMPSTEAD
 DL1077  USGS QUAD   -  PATMOS (1978)
 DL1077
 DL1077                         *CURRENT SURVEY CONTROL
 DL1077  ___________________________________________________________________
 DL1077* NAD 83(1986)-  33 30 25.     (N)    093 33 59.     (W)     SCALED    
 DL1077* NAVD 88     -        95.694  (meters)     313.96   (feet)  ADJUSTED  
 DL1077  ___________________________________________________________________
 DL1077  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1077  DYNAMIC HT  -          95.592 (meters)     313.62  (feet)  COMP
 DL1077  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DL1077
 DL1077  VERT ORDER  -  SECOND    CLASS 0
 DL1077
 DL1077.The horizontal coordinates were scaled from a topographic map and have
 DL1077.an estimated accuracy of +/- 6 seconds.
 DL1077
 DL1077.The orthometric height was determined by differential leveling
 DL1077.and adjusted by the National Geodetic Survey in June 1991..
 DL1077
 DL1077.The geoid height was determined by GEOID03.
 DL1077
 DL1077.The dynamic height is computed by dividing the NAVD 88
 DL1077.geopotential number by the normal gravity value computed on the
 DL1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1077.degrees latitude (g = 980.6199 gals.).
 DL1077
 DL1077.The modeled gravity was interpolated from observed gravity values.
 DL1077
 DL1077;                    North         East    Units  Estimated Accuracy
 DL1077;SPC AR S     -   494,310.      254,470.      MT  (+/- 180 meters Scaled)
 DL1077
 DL1077                          SUPERSEDED SURVEY CONTROL
 DL1077
 DL1077  NGVD 29 (??/??/92)   95.72   (m)          314.0    (f) COMPUTED    2 0
 DL1077
 DL1077.Superseded values are not recommended for survey control.
 DL1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1077.See file dsdata.txt to determine how the superseded data were derived.
 DL1077
 DL1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT473076(NAD 83)
 DL1077_MARKER: R = RIVET
 DL1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1077+STABILITY: SURFACE MOTION
 DL1077
 DL1077  HISTORY     - Date     Condition        Report By
 DL1077  HISTORY     - UNK      MONUMENTED       LARR
 DL1077  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL1077
 DL1077                          STATION DESCRIPTION
 DL1077
 DL1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1077'0.3 MI S FROM PATMOS.
 DL1077'0.3 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL1077'STATION AT PATMOS, HEMPSTEAD COUNTY, 15 POLES SOUTH OF MILEPOST 11,
 DL1077'AND 25 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DL1077'MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5
 DL1077'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0859 ***********************************************************************
 DL0859  DESIGNATION -  RV 648
 DL0859  PID         -  DL0859
 DL0859  STATE/COUNTY-  AR/HEMPSTEAD
 DL0859  USGS QUAD   -  OLD TOWN (1978)
 DL0859
 DL0859                         *CURRENT SURVEY CONTROL
 DL0859  ___________________________________________________________________
 DL0859* NAD 83(1986)-  33 29 33.     (N)    093 33 45.     (W)     SCALED    
 DL0859* NAVD 88     -        87.08   (+/-2cm)     285.7    (feet)  VERTCON   
 DL0859  ___________________________________________________________________
 DL0859  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DL0859
 DL0859  VERT ORDER  -  ? (See Below)
 DL0859
 DL0859.The horizontal coordinates were scaled from a topographic map and have
 DL0859.an estimated accuracy of +/- 6 seconds.
 DL0859
 DL0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0859.The vertical order pertains to the NGVD 29 superseded value.
 DL0859
 DL0859.The geoid height was determined by GEOID03.
 DL0859
 DL0859;                    North         East    Units  Estimated Accuracy
 DL0859;SPC AR S     -   492,700.      254,810.      MT  (+/- 180 meters Scaled)
 DL0859
 DL0859                          SUPERSEDED SURVEY CONTROL
 DL0859
 DL0859  NGVD 29 (??/??/92)   87.109  (m)          285.79   (f) ADJ UNCH    ?  
 DL0859
 DL0859.Superseded values are not recommended for survey control.
 DL0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0859.See file dsdata.txt to determine how the superseded data were derived.
 DL0859
 DL0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT477060(NAD 83)
 DL0859_MARKER: R = RIVET
 DL0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0859_SP_SET: CULVERT
 DL0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0859
 DL0859  HISTORY     - Date     Condition        Report By
 DL0859  HISTORY     - UNK      MONUMENTED       LARR
 DL0859  HISTORY     - 1963     GOOD             NGS
 DL0859
 DL0859                          STATION DESCRIPTION
 DL0859
 DL0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0859'1.3 MI S FROM PATMOS.
 DL0859'1.3 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0859'STATION AT PATMOS, HEMPSTEAD COUNTY, 15 POLES SOUTH OF MILEPOST 12, AT
 DL0859'A DOUBLE-BARREL CONCRETE-BOX CULVERT, IN THE SOUTH END OF THE EAST
 DL0859'HEADWALL, AND 12 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DL0859'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0860 ***********************************************************************
 DL0860  DESIGNATION -  RV 649
 DL0860  PID         -  DL0860
 DL0860  STATE/COUNTY-  AR/HEMPSTEAD
 DL0860  USGS QUAD   -  OLD TOWN (1978)
 DL0860
 DL0860                         *CURRENT SURVEY CONTROL
 DL0860  ___________________________________________________________________
 DL0860* NAD 83(1986)-  33 29 07.     (N)    093 33 38.     (W)     SCALED    
 DL0860* NAVD 88     -        84.50   (+/-2cm)     277.2    (feet)  VERTCON   
 DL0860  ___________________________________________________________________
 DL0860  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL0860
 DL0860  VERT ORDER  -  ? (See Below)
 DL0860
 DL0860.The horizontal coordinates were scaled from a topographic map and have
 DL0860.an estimated accuracy of +/- 6 seconds.
 DL0860
 DL0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0860.The vertical order pertains to the NGVD 29 superseded value.
 DL0860
 DL0860.The geoid height was determined by GEOID03.
 DL0860
 DL0860;                    North         East    Units  Estimated Accuracy
 DL0860;SPC AR S     -   491,900.      254,980.      MT  (+/- 180 meters Scaled)
 DL0860
 DL0860                          SUPERSEDED SURVEY CONTROL
 DL0860
 DL0860  NGVD 29 (??/??/92)   84.526  (m)          277.32   (f) ADJ UNCH    ?  
 DL0860
 DL0860.Superseded values are not recommended for survey control.
 DL0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0860.See file dsdata.txt to determine how the superseded data were derived.
 DL0860
 DL0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT479052(NAD 83)
 DL0860_MARKER: R = RIVET
 DL0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0860+STABILITY: SURFACE MOTION
 DL0860
 DL0860  HISTORY     - Date     Condition        Report By
 DL0860  HISTORY     - UNK      MONUMENTED       LARR
 DL0860  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0860
 DL0860                          STATION DESCRIPTION
 DL0860
 DL0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0860'1.8 MI S FROM PATMOS.
 DL0860'1.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0860'STATION AT PATMOS, HEMPSTEAD COUNTY, AT MILEPOST 13, AND 20 FEET EAST
 DL0860'OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN
 DL0860'THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0993 ***********************************************************************
 FF0993  DESIGNATION -  RV 65
 FF0993  PID         -  FF0993
 FF0993  STATE/COUNTY-  AR/JACKSON
 FF0993  USGS QUAD   -  SWIFTON WEST (1980)
 FF0993
 FF0993                         *CURRENT SURVEY CONTROL
 FF0993  ___________________________________________________________________
 FF0993* NAD 83(1986)-  35 47 04.     (N)    091 09 34.     (W)     SCALED    
 FF0993* NAVD 88     -        75.991  (meters)     249.31   (feet)  ADJUSTED  
 FF0993  ___________________________________________________________________
 FF0993  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FF0993  DYNAMIC HT  -          75.926 (meters)     249.10  (feet)  COMP
 FF0993  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 FF0993
 FF0993  VERT ORDER  -  FIRST     CLASS II
 FF0993
 FF0993.The horizontal coordinates were scaled from a topographic map and have
 FF0993.an estimated accuracy of +/- 6 seconds.
 FF0993
 FF0993.The orthometric height was determined by differential leveling
 FF0993.and adjusted by the National Geodetic Survey in June 1991..
 FF0993
 FF0993.The geoid height was determined by GEOID03.
 FF0993
 FF0993.The dynamic height is computed by dividing the NAVD 88
 FF0993.geopotential number by the normal gravity value computed on the
 FF0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0993.degrees latitude (g = 980.6199 gals.).
 FF0993
 FF0993.The modeled gravity was interpolated from observed gravity values.
 FF0993
 FF0993;                    North         East    Units  Estimated Accuracy
 FF0993;SPC AR N     -   161,310.      475,990.      MT  (+/- 180 meters Scaled)
 FF0993
 FF0993                          SUPERSEDED SURVEY CONTROL
 FF0993
 FF0993  NGVD 29 (??/??/??)   75.918  (m)          249.07   (f) ADJUSTED    1 2
 FF0993
 FF0993.Superseded values are not recommended for survey control.
 FF0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0993.See file dsdata.txt to determine how the superseded data were derived.
 FF0993
 FF0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV663616(NAD 83)
 FF0993_MARKER: R = RIVET
 FF0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0993+STABILITY: SURFACE MOTION
 FF0993
 FF0993  HISTORY     - Date     Condition        Report By
 FF0993  HISTORY     - UNK      MONUMENTED       MPRR
 FF0993  HISTORY     - 1931     GOOD             CGS
 FF0993  HISTORY     - 1934     GOOD             CGS
 FF0993  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0993
 FF0993                          STATION DESCRIPTION
 FF0993
 FF0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0993'4.4 MI NE FROM TUCKERMAN.
 FF0993'ABOUT 4.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0993'FROM TUCKERMAN, JACKSON COUNTY, OPPOSITE POLE 247+21, AND IN
 FF0993'THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL
 FF0993'2476.  A STANDARD MONEL-METAL RIVET.
 FF0993
 FF0993                          STATION RECOVERY (1934)
 FF0993
 FF0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0993'RECOVERED IN GOOD CONDITION.
 FF0993
 FF0993                          STATION RECOVERY (2002)
 FF0993
 FF0993'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0862 ***********************************************************************
 DL0862  DESIGNATION -  RV 650
 DL0862  PID         -  DL0862
 DL0862  STATE/COUNTY-  AR/HEMPSTEAD
 DL0862  USGS QUAD   -  OLD TOWN (1978)
 DL0862
 DL0862                         *CURRENT SURVEY CONTROL
 DL0862  ___________________________________________________________________
 DL0862* NAD 83(1986)-  33 28 44.     (N)    093 33 33.     (W)     SCALED    
 DL0862* NAVD 88     -        84.76   (+/-2cm)     278.1    (feet)  VERTCON   
 DL0862  ___________________________________________________________________
 DL0862  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DL0862
 DL0862  VERT ORDER  -  ? (See Below)
 DL0862
 DL0862.The horizontal coordinates were scaled from a topographic map and have
 DL0862.an estimated accuracy of +/- 6 seconds.
 DL0862
 DL0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0862.The vertical order pertains to the NGVD 29 superseded value.
 DL0862
 DL0862.The geoid height was determined by GEOID03.
 DL0862
 DL0862;                    North         East    Units  Estimated Accuracy
 DL0862;SPC AR S     -   491,190.      255,090.      MT  (+/- 180 meters Scaled)
 DL0862
 DL0862                          SUPERSEDED SURVEY CONTROL
 DL0862
 DL0862  NGVD 29 (??/??/92)   84.788  (m)          278.18   (f) ADJ UNCH    ?  
 DL0862
 DL0862.Superseded values are not recommended for survey control.
 DL0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0862.See file dsdata.txt to determine how the superseded data were derived.
 DL0862
 DL0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT480045(NAD 83)
 DL0862_MARKER: R = RIVET
 DL0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0862+STABILITY: SURFACE MOTION
 DL0862
 DL0862  HISTORY     - Date     Condition        Report By
 DL0862  HISTORY     - UNK      MONUMENTED       LARR
 DL0862  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0862
 DL0862                          STATION DESCRIPTION
 DL0862
 DL0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0862'2.2 MI S FROM PATMOS.
 DL0862'2.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0862'STATION AT PATMOS, HEMPSTEAD COUNTY, 0.1 MILE SOUTH OF A ROAD CROSSING
 DL0862'EAST OF A FARMHOUSE, 15 POLES SOUTH OF MILEPOST 13, 300 FEET NORTH OF
 DL0862'THE HEMPSTEAD-LAFAYETTE COUNTY LINE, AND 30 FEET EAST OF THE
 DL0862'CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP
 DL0862'OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0863 ***********************************************************************
 DL0863  DESIGNATION -  RV 651
 DL0863  PID         -  DL0863
 DL0863  STATE/COUNTY-  AR/LAFAYETTE
 DL0863  USGS QUAD   -  OLD TOWN (1978)
 DL0863
 DL0863                         *CURRENT SURVEY CONTROL
 DL0863  ___________________________________________________________________
 DL0863* NAD 83(1986)-  33 28 23.     (N)    093 33 16.     (W)     SCALED    
 DL0863* NAVD 88     -        83.303  (meters)     273.30   (feet)  ADJUSTED  
 DL0863  ___________________________________________________________________
 DL0863  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DL0863  DYNAMIC HT  -          83.215 (meters)     273.01  (feet)  COMP
 DL0863  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 DL0863
 DL0863  VERT ORDER  -  SECOND    CLASS 0
 DL0863
 DL0863.The horizontal coordinates were scaled from a topographic map and have
 DL0863.an estimated accuracy of +/- 6 seconds.
 DL0863
 DL0863.The orthometric height was determined by differential leveling
 DL0863.and adjusted by the National Geodetic Survey in June 1991..
 DL0863
 DL0863.The geoid height was determined by GEOID03.
 DL0863
 DL0863.The dynamic height is computed by dividing the NAVD 88
 DL0863.geopotential number by the normal gravity value computed on the
 DL0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0863.degrees latitude (g = 980.6199 gals.).
 DL0863
 DL0863.The modeled gravity was interpolated from observed gravity values.
 DL0863
 DL0863;                    North         East    Units  Estimated Accuracy
 DL0863;SPC AR S     -   490,540.      255,520.      MT  (+/- 180 meters Scaled)
 DL0863
 DL0863                          SUPERSEDED SURVEY CONTROL
 DL0863
 DL0863  NGVD 29 (??/??/92)   83.331  (m)          273.40   (f) ADJ UNCH    2 0
 DL0863
 DL0863.Superseded values are not recommended for survey control.
 DL0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0863.See file dsdata.txt to determine how the superseded data were derived.
 DL0863
 DL0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT484038(NAD 83)
 DL0863_MARKER: R = RIVET
 DL0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0863+STABILITY: SURFACE MOTION
 DL0863
 DL0863  HISTORY     - Date     Condition        Report By
 DL0863  HISTORY     - UNK      MONUMENTED       LARR
 DL0863  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0863
 DL0863                          STATION DESCRIPTION
 DL0863
 DL0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0863'0.5 MI N FROM BAKER.
 DL0863'0.5 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE NORTH
 DL0863'SWITCH TO THE SIDING AT BAKER, LAFAYETTE COUNTY, AT MILEPOST 14, AND
 DL0863'20 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL
 DL0863'RIVET, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE
 DL0863'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0864 ***********************************************************************
 DL0864  DESIGNATION -  RV 652
 DL0864  PID         -  DL0864
 DL0864  STATE/COUNTY-  AR/LAFAYETTE
 DL0864  USGS QUAD   -  OLD TOWN (1978)
 DL0864
 DL0864                         *CURRENT SURVEY CONTROL
 DL0864  ___________________________________________________________________
 DL0864* NAD 83(1986)-  33 27 52.     (N)    093 32 44.     (W)     SCALED    
 DL0864* NAVD 88     -        82.59   (+/-2cm)     271.0    (feet)  VERTCON   
 DL0864  ___________________________________________________________________
 DL0864  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DL0864
 DL0864  VERT ORDER  -  ? (See Below)
 DL0864
 DL0864.The horizontal coordinates were scaled from a topographic map and have
 DL0864.an estimated accuracy of +/- 6 seconds.
 DL0864
 DL0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0864.The vertical order pertains to the NGVD 29 superseded value.
 DL0864
 DL0864.The geoid height was determined by GEOID03.
 DL0864
 DL0864;                    North         East    Units  Estimated Accuracy
 DL0864;SPC AR S     -   489,570.      256,330.      MT  (+/- 180 meters Scaled)
 DL0864
 DL0864                          SUPERSEDED SURVEY CONTROL
 DL0864
 DL0864  NGVD 29 (??/??/92)   82.616  (m)          271.05   (f) ADJ UNCH    ?  
 DL0864
 DL0864.Superseded values are not recommended for survey control.
 DL0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0864.See file dsdata.txt to determine how the superseded data were derived.
 DL0864
 DL0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT493029(NAD 83)
 DL0864_MARKER: R = RIVET
 DL0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0864+STABILITY: SURFACE MOTION
 DL0864
 DL0864  HISTORY     - Date     Condition        Report By
 DL0864  HISTORY     - UNK      MONUMENTED       LARR
 DL0864  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0864
 DL0864                          STATION DESCRIPTION
 DL0864
 DL0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0864'IN BAKER.
 DL0864'AT BAKER, LAFAYETTE COUNTY, ON THE LOUISIANA AND ARKANSAS RAILWAY, 260
 DL0864'FEET SOUTH OF THE NORTH SWITCH TO THE SIDING, 15 POLES SOUTH OF
 DL0864'MILEPOST 14, AND 16 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 DL0864'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST
 DL0864'PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0865 ***********************************************************************
 DL0865  DESIGNATION -  RV 653
 DL0865  PID         -  DL0865
 DL0865  STATE/COUNTY-  AR/LAFAYETTE
 DL0865  USGS QUAD   -  OLD TOWN (1978)
 DL0865
 DL0865                         *CURRENT SURVEY CONTROL
 DL0865  ___________________________________________________________________
 DL0865* NAD 83(1986)-  33 27 48.     (N)    093 32 39.     (W)     SCALED    
 DL0865* NAVD 88     -        81.25   (+/-2cm)     266.6    (feet)  VERTCON   
 DL0865  ___________________________________________________________________
 DL0865  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DL0865
 DL0865  VERT ORDER  -  ? (See Below)
 DL0865
 DL0865.The horizontal coordinates were scaled from a topographic map and have
 DL0865.an estimated accuracy of +/- 6 seconds.
 DL0865
 DL0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0865.The vertical order pertains to the NGVD 29 superseded value.
 DL0865
 DL0865.The geoid height was determined by GEOID03.
 DL0865
 DL0865;                    North         East    Units  Estimated Accuracy
 DL0865;SPC AR S     -   489,440.      256,460.      MT  (+/- 180 meters Scaled)
 DL0865
 DL0865                          SUPERSEDED SURVEY CONTROL
 DL0865
 DL0865  NGVD 29 (??/??/92)   81.277  (m)          266.66   (f) ADJ UNCH    ?  
 DL0865
 DL0865.Superseded values are not recommended for survey control.
 DL0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0865.See file dsdata.txt to determine how the superseded data were derived.
 DL0865
 DL0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT494027(NAD 83)
 DL0865_MARKER: R = RIVET
 DL0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0865+STABILITY: SURFACE MOTION
 DL0865
 DL0865  HISTORY     - Date     Condition        Report By
 DL0865  HISTORY     - UNK      MONUMENTED       LARR
 DL0865  HISTORY     - 1963     GOOD             NGS
 DL0865
 DL0865                          STATION DESCRIPTION
 DL0865
 DL0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0865'0.1 MI S FROM BAKER.
 DL0865'0.1 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE SOUTH
 DL0865'SWITCH TO THE SIDING AT BAKER, LAFAYETTE COUNTY, AT MILEPOST 15, AND
 DL0865'18 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL
 DL0865'RIVET, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE
 DL0865'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0866 ***********************************************************************
 DL0866  DESIGNATION -  RV 654
 DL0866  PID         -  DL0866
 DL0866  STATE/COUNTY-  AR/LAFAYETTE
 DL0866  USGS QUAD   -  OLD TOWN (1978)
 DL0866
 DL0866                         *CURRENT SURVEY CONTROL
 DL0866  ___________________________________________________________________
 DL0866* NAD 83(1986)-  33 27 24.     (N)    093 32 13.     (W)     SCALED    
 DL0866* NAVD 88     -        79.79   (+/-2cm)     261.8    (feet)  VERTCON   
 DL0866  ___________________________________________________________________
 DL0866  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DL0866
 DL0866  VERT ORDER  -  ? (See Below)
 DL0866
 DL0866.The horizontal coordinates were scaled from a topographic map and have
 DL0866.an estimated accuracy of +/- 6 seconds.
 DL0866
 DL0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0866.The vertical order pertains to the NGVD 29 superseded value.
 DL0866
 DL0866.The geoid height was determined by GEOID03.
 DL0866
 DL0866;                    North         East    Units  Estimated Accuracy
 DL0866;SPC AR S     -   488,690.      257,120.      MT  (+/- 180 meters Scaled)
 DL0866
 DL0866                          SUPERSEDED SURVEY CONTROL
 DL0866
 DL0866  NGVD 29 (??/??/92)   79.816  (m)          261.86   (f) ADJ UNCH    ?  
 DL0866
 DL0866.Superseded values are not recommended for survey control.
 DL0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0866.See file dsdata.txt to determine how the superseded data were derived.
 DL0866
 DL0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT501020(NAD 83)
 DL0866_MARKER: R = RIVET
 DL0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0866+STABILITY: SURFACE MOTION
 DL0866
 DL0866  HISTORY     - Date     Condition        Report By
 DL0866  HISTORY     - UNK      MONUMENTED       LARR
 DL0866  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0866
 DL0866                          STATION DESCRIPTION
 DL0866
 DL0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0866'4.2 MI SE FROM PATMOS.
 DL0866'IN LAFAYETTE COUNTY, 4.2 MILES SOUTHEAST ALONG THE LOUISIANA AND
 DL0866'ARKANSAS RAILWAY FROM THE STATION AT PATMOS, HEMPSTEAD COUNTY, 15
 DL0866'POLES SOUTH OF MILEPOST 15, AND 20 FEET EAST OF THE CENTERLINE OF THE
 DL0866'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DL0866'POST TILTED SLIGHTLY TO THE WEST AND PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0867 ***********************************************************************
 DL0867  DESIGNATION -  RV 655
 DL0867  PID         -  DL0867
 DL0867  STATE/COUNTY-  AR/LAFAYETTE
 DL0867  USGS QUAD   -  OLD TOWN (1978)
 DL0867
 DL0867                         *CURRENT SURVEY CONTROL
 DL0867  ___________________________________________________________________
 DL0867* NAD 83(1986)-  33 27 04.     (N)    093 31 52.     (W)     SCALED    
 DL0867* NAVD 88     -        78.14   (+/-2cm)     256.4    (feet)  VERTCON   
 DL0867  ___________________________________________________________________
 DL0867  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DL0867
 DL0867  VERT ORDER  -  ? (See Below)
 DL0867
 DL0867.The horizontal coordinates were scaled from a topographic map and have
 DL0867.an estimated accuracy of +/- 6 seconds.
 DL0867
 DL0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0867.The vertical order pertains to the NGVD 29 superseded value.
 DL0867
 DL0867.The geoid height was determined by GEOID03.
 DL0867
 DL0867;                    North         East    Units  Estimated Accuracy
 DL0867;SPC AR S     -   488,070.      257,660.      MT  (+/- 180 meters Scaled)
 DL0867
 DL0867                          SUPERSEDED SURVEY CONTROL
 DL0867
 DL0867  NGVD 29 (??/??/92)   78.173  (m)          256.47   (f) ADJ UNCH    ?  
 DL0867
 DL0867.Superseded values are not recommended for survey control.
 DL0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0867.See file dsdata.txt to determine how the superseded data were derived.
 DL0867
 DL0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT506014(NAD 83)
 DL0867_MARKER: R = RIVET
 DL0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0867+STABILITY: SURFACE MOTION
 DL0867
 DL0867  HISTORY     - Date     Condition        Report By
 DL0867  HISTORY     - UNK      MONUMENTED       LARR
 DL0867  HISTORY     - 1963     GOOD             NGS
 DL0867
 DL0867                          STATION DESCRIPTION
 DL0867
 DL0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0867'4.7 MI SE FROM PATMOS.
 DL0867'IN LAFAYETTE COUNTY, 4.7 MILES SOUTHEAST ALONG THE LOUISIANA AND
 DL0867'ARKANSAS RAILWAY FROM THE STATION AT PATMOS, HEMPSTEAD COUNTY, 0.2
 DL0867'MILE SOUTH OF AN ABANDONED SPUR LINE, AT MILEPOST 16, AND 20 FEET EAST
 DL0867'OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN
 DL0867'THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0868 ***********************************************************************
 DL0868  DESIGNATION -  RV 656
 DL0868  PID         -  DL0868
 DL0868  STATE/COUNTY-  AR/LAFAYETTE
 DL0868  USGS QUAD   -  OLD TOWN (1978)
 DL0868
 DL0868                         *CURRENT SURVEY CONTROL
 DL0868  ___________________________________________________________________
 DL0868* NAD 83(1986)-  33 26 55.     (N)    093 31 42.     (W)     SCALED    
 DL0868* NAVD 88     -        78.852  (meters)     258.70   (feet)  ADJUSTED  
 DL0868  ___________________________________________________________________
 DL0868  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL0868  DYNAMIC HT  -          78.768 (meters)     258.42  (feet)  COMP
 DL0868  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DL0868
 DL0868  VERT ORDER  -  SECOND    CLASS 0
 DL0868
 DL0868.The horizontal coordinates were scaled from a topographic map and have
 DL0868.an estimated accuracy of +/- 6 seconds.
 DL0868
 DL0868.The orthometric height was determined by differential leveling
 DL0868.and adjusted by the National Geodetic Survey in June 1991..
 DL0868
 DL0868.The geoid height was determined by GEOID03.
 DL0868
 DL0868.The dynamic height is computed by dividing the NAVD 88
 DL0868.geopotential number by the normal gravity value computed on the
 DL0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0868.degrees latitude (g = 980.6199 gals.).
 DL0868
 DL0868.The modeled gravity was interpolated from observed gravity values.
 DL0868
 DL0868;                    North         East    Units  Estimated Accuracy
 DL0868;SPC AR S     -   487,790.      257,910.      MT  (+/- 180 meters Scaled)
 DL0868
 DL0868                          SUPERSEDED SURVEY CONTROL
 DL0868
 DL0868  NGVD 29 (??/??/92)   78.882  (m)          258.80   (f) ADJ UNCH    2 0
 DL0868
 DL0868.Superseded values are not recommended for survey control.
 DL0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0868.See file dsdata.txt to determine how the superseded data were derived.
 DL0868
 DL0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT508011(NAD 83)
 DL0868_MARKER: R = RIVET
 DL0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0868_SP_SET: CULVERT
 DL0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0868
 DL0868  HISTORY     - Date     Condition        Report By
 DL0868  HISTORY     - UNK      MONUMENTED       LARR
 DL0868  HISTORY     - 1963     GOOD             NGS
 DL0868
 DL0868                          STATION DESCRIPTION
 DL0868
 DL0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0868'5.0 MI SE FROM PATMOS.
 DL0868'IN LAFAYETTE COUNTY, 5.0 MILES SOUTHEAST ALONG THE LOUISIANA AND
 DL0868'ARKANSAS RAILWAY FROM THE STATION AT PATMOS, HEMPSTEAD COUNTY, 7-1/2
 DL0868'POLES SOUTH OF MILEPOST 16, 0.15 MILE NORTH OF THE CROSSING OF A ROAD
 DL0868'LEADING TO A FARMHOUSE JUST WEST OF THE TRACK, IN A SWAMP, AT A
 DL0868'DOUBLE-BARREL CONCRETE-BOX CULVERT, AND IN THE SOUTH END OF THE EAST
 DL0868'HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0869 ***********************************************************************
 DL0869  DESIGNATION -  RV 657
 DL0869  PID         -  DL0869
 DL0869  STATE/COUNTY-  AR/LAFAYETTE
 DL0869  USGS QUAD   -  OLD TOWN (1978)
 DL0869
 DL0869                         *CURRENT SURVEY CONTROL
 DL0869  ___________________________________________________________________
 DL0869* NAD 83(1986)-  33 26 14.     (N)    093 31 03.     (W)     SCALED    
 DL0869* NAVD 88     -        78.39   (+/-2cm)     257.2    (feet)  VERTCON   
 DL0869  ___________________________________________________________________
 DL0869  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0869
 DL0869  VERT ORDER  -  ? (See Below)
 DL0869
 DL0869.The horizontal coordinates were scaled from a topographic map and have
 DL0869.an estimated accuracy of +/- 6 seconds.
 DL0869
 DL0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0869.The vertical order pertains to the NGVD 29 superseded value.
 DL0869
 DL0869.The geoid height was determined by GEOID03.
 DL0869
 DL0869;                    North         East    Units  Estimated Accuracy
 DL0869;SPC AR S     -   486,510.      258,900.      MT  (+/- 180 meters Scaled)
 DL0869
 DL0869                          SUPERSEDED SURVEY CONTROL
 DL0869
 DL0869  NGVD 29 (??/??/92)   78.422  (m)          257.29   (f) ADJ UNCH    ?  
 DL0869
 DL0869.Superseded values are not recommended for survey control.
 DL0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0869.See file dsdata.txt to determine how the superseded data were derived.
 DL0869
 DL0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS518998(NAD 83)
 DL0869_MARKER: R = RIVET
 DL0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0869+STABILITY: SURFACE MOTION
 DL0869
 DL0869  HISTORY     - Date     Condition        Report By
 DL0869  HISTORY     - UNK      MONUMENTED       LARR
 DL0869  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0869
 DL0869                          STATION DESCRIPTION
 DL0869
 DL0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0869'7.2 MI NW FROM STAMPS.
 DL0869'7.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0869'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 1.0 MILE SOUTH OF THE
 DL0869'CROSSING OF A ROAD LEADING TO A FARMHOUSE JUST WEST OF THE TRACK, 15
 DL0869'POLES SOUTH OF MILEPOST 16, AND 20 FEET EAST OF THE CENTERLINE OF THE
 DL0869'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DL0869'POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0870 ***********************************************************************
 DL0870  DESIGNATION -  RV 658
 DL0870  PID         -  DL0870
 DL0870  STATE/COUNTY-  AR/LAFAYETTE
 DL0870  USGS QUAD   -  OLD TOWN (1978)
 DL0870
 DL0870                         *CURRENT SURVEY CONTROL
 DL0870  ___________________________________________________________________
 DL0870* NAD 83(1986)-  33 26 25.     (N)    093 31 13.     (W)     SCALED    
 DL0870* NAVD 88     -        78.13   (+/-2cm)     256.3    (feet)  VERTCON   
 DL0870  ___________________________________________________________________
 DL0870  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL0870
 DL0870  VERT ORDER  -  ? (See Below)
 DL0870
 DL0870.The horizontal coordinates were scaled from a topographic map and have
 DL0870.an estimated accuracy of +/- 6 seconds.
 DL0870
 DL0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0870.The vertical order pertains to the NGVD 29 superseded value.
 DL0870
 DL0870.The geoid height was determined by GEOID03.
 DL0870
 DL0870;                    North         East    Units  Estimated Accuracy
 DL0870;SPC AR S     -   486,850.      258,640.      MT  (+/- 180 meters Scaled)
 DL0870
 DL0870                          SUPERSEDED SURVEY CONTROL
 DL0870
 DL0870  NGVD 29 (??/??/92)   78.162  (m)          256.44   (f) ADJ UNCH    ?  
 DL0870
 DL0870.Superseded values are not recommended for survey control.
 DL0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0870.See file dsdata.txt to determine how the superseded data were derived.
 DL0870
 DL0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT516002(NAD 83)
 DL0870_MARKER: R = RIVET
 DL0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0870+STABILITY: SURFACE MOTION
 DL0870
 DL0870  HISTORY     - Date     Condition        Report By
 DL0870  HISTORY     - UNK      MONUMENTED       LARR
 DL0870  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0870
 DL0870                          STATION DESCRIPTION
 DL0870
 DL0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0870'6.7 MI NW FROM STAMPS.
 DL0870'6.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0870'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 200 FEET SOUTH OF TRESTLE
 DL0870'NO. 169 OVER A BAYOU, AT MILEPOST 17, AND 15 FEET EAST OF THE
 DL0870'CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP
 DL0870'OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0872 ***********************************************************************
 DL0872  DESIGNATION -  RV 659
 DL0872  PID         -  DL0872
 DL0872  STATE/COUNTY-  AR/LAFAYETTE
 DL0872  USGS QUAD   -  OLD TOWN (1978)
 DL0872
 DL0872                         *CURRENT SURVEY CONTROL
 DL0872  ___________________________________________________________________
 DL0872* NAD 83(1986)-  33 26 01.     (N)    093 30 53.     (W)     SCALED    
 DL0872* NAVD 88     -        78.45   (+/-2cm)     257.4    (feet)  VERTCON   
 DL0872  ___________________________________________________________________
 DL0872  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0872
 DL0872  VERT ORDER  -  ? (See Below)
 DL0872
 DL0872.The horizontal coordinates were scaled from a topographic map and have
 DL0872.an estimated accuracy of +/- 6 seconds.
 DL0872
 DL0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0872.The vertical order pertains to the NGVD 29 superseded value.
 DL0872
 DL0872.The geoid height was determined by GEOID03.
 DL0872
 DL0872;                    North         East    Units  Estimated Accuracy
 DL0872;SPC AR S     -   486,110.      259,150.      MT  (+/- 180 meters Scaled)
 DL0872
 DL0872                          SUPERSEDED SURVEY CONTROL
 DL0872
 DL0872  NGVD 29 (??/??/92)   78.485  (m)          257.50   (f) ADJ UNCH    ?  
 DL0872
 DL0872.Superseded values are not recommended for survey control.
 DL0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0872.See file dsdata.txt to determine how the superseded data were derived.
 DL0872
 DL0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS521994(NAD 83)
 DL0872_MARKER: R = RIVET
 DL0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0872+STABILITY: SURFACE MOTION
 DL0872
 DL0872  HISTORY     - Date     Condition        Report By
 DL0872  HISTORY     - UNK      MONUMENTED       LARR
 DL0872  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0872
 DL0872                          STATION DESCRIPTION
 DL0872
 DL0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0872'6.2 MI NW FROM STAMPS.
 DL0872'6.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0872'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 0.1 MILE SOUTH OF TRESTLE
 DL0872'NO. 174, 0.1 MILE NORTH OF A FARMHOUSE, 15 POLES SOUTH OF MILEPOST 17,
 DL0872'AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP
 DL0872'OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0995 ***********************************************************************
 FF0995  DESIGNATION -  RV 66
 FF0995  PID         -  FF0995
 FF0995  STATE/COUNTY-  AR/JACKSON
 FF0995  USGS QUAD   -  SWIFTON WEST (1980)
 FF0995
 FF0995                         *CURRENT SURVEY CONTROL
 FF0995  ___________________________________________________________________
 FF0995* NAD 83(1986)-  35 47 39.     (N)    091 09 09.     (W)     SCALED    
 FF0995* NAVD 88     -        76.07   (+/-2cm)     249.6    (feet)  VERTCON   
 FF0995  ___________________________________________________________________
 FF0995  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FF0995
 FF0995  VERT ORDER  -  ? (See Below)
 FF0995
 FF0995.The horizontal coordinates were scaled from a topographic map and have
 FF0995.an estimated accuracy of +/- 6 seconds.
 FF0995
 FF0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0995.The vertical order pertains to the NGVD 29 superseded value.
 FF0995
 FF0995.The geoid height was determined by GEOID03.
 FF0995
 FF0995;                    North         East    Units  Estimated Accuracy
 FF0995;SPC AR N     -   162,400.      476,610.      MT  (+/- 180 meters Scaled)
 FF0995
 FF0995                          SUPERSEDED SURVEY CONTROL
 FF0995
 FF0995  NGVD 29 (??/??/??)   75.994  (m)          249.32   (f) ADJUSTED    ?  
 FF0995
 FF0995.Superseded values are not recommended for survey control.
 FF0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0995.See file dsdata.txt to determine how the superseded data were derived.
 FF0995
 FF0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV669626(NAD 83)
 FF0995_MARKER: R = RIVET
 FF0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0995+STABILITY: SURFACE MOTION
 FF0995
 FF0995  HISTORY     - Date     Condition        Report By
 FF0995  HISTORY     - UNK      MONUMENTED       MPRR
 FF0995  HISTORY     - 1931     GOOD             CGS
 FF0995  HISTORY     - 1934     GOOD             CGS
 FF0995  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0995
 FF0995                          STATION DESCRIPTION
 FF0995
 FF0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0995'2.5 MI SW FROM SWIFTON.
 FF0995'ABOUT 2.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0995'FROM SWIFTON, JACKSON COUNTY, OPPOSITE POLE 246+32, AND IN THE
 FF0995'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2468.
 FF0995'A STANDARD MONEL-METAL RIVET.
 FF0995
 FF0995                          STATION RECOVERY (1934)
 FF0995
 FF0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0995'RECOVERED IN GOOD CONDITION.
 FF0995
 FF0995                          STATION RECOVERY (2002)
 FF0995
 FF0995'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0873 ***********************************************************************
 DL0873  DESIGNATION -  RV 660
 DL0873  PID         -  DL0873
 DL0873  STATE/COUNTY-  AR/LAFAYETTE
 DL0873  USGS QUAD   -  OLD TOWN (1978)
 DL0873
 DL0873                         *CURRENT SURVEY CONTROL
 DL0873  ___________________________________________________________________
 DL0873* NAD 83(1986)-  33 25 37.     (N)    093 30 42.     (W)     SCALED    
 DL0873* NAVD 88     -        78.45   (+/-2cm)     257.4    (feet)  VERTCON   
 DL0873  ___________________________________________________________________
 DL0873  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL0873
 DL0873  VERT ORDER  -  ? (See Below)
 DL0873
 DL0873.The horizontal coordinates were scaled from a topographic map and have
 DL0873.an estimated accuracy of +/- 6 seconds.
 DL0873
 DL0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0873.The vertical order pertains to the NGVD 29 superseded value.
 DL0873
 DL0873.The geoid height was determined by GEOID03.
 DL0873
 DL0873;                    North         East    Units  Estimated Accuracy
 DL0873;SPC AR S     -   485,360.      259,420.      MT  (+/- 180 meters Scaled)
 DL0873
 DL0873                          SUPERSEDED SURVEY CONTROL
 DL0873
 DL0873  NGVD 29 (??/??/92)   78.486  (m)          257.50   (f) ADJ UNCH    ?  
 DL0873
 DL0873.Superseded values are not recommended for survey control.
 DL0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0873.See file dsdata.txt to determine how the superseded data were derived.
 DL0873
 DL0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS524987(NAD 83)
 DL0873_MARKER: R = RIVET
 DL0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0873+STABILITY: SURFACE MOTION
 DL0873
 DL0873  HISTORY     - Date     Condition        Report By
 DL0873  HISTORY     - UNK      MONUMENTED       LARR
 DL0873  HISTORY     - 1963     GOOD             NGS
 DL0873
 DL0873                          STATION DESCRIPTION
 DL0873
 DL0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0873'5.7 MI NW FROM STAMPS.
 DL0873'5.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0873'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 0.2 MILE NORTH OF A ROAD
 DL0873'CROSSING, AT MILEPOST 18, WEST OF AN OPEN FIELD, AND 20 FEET EAST OF
 DL0873'THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE
 DL0873'TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0874 ***********************************************************************
 DL0874  DESIGNATION -  RV 661
 DL0874  PID         -  DL0874
 DL0874  STATE/COUNTY-  AR/LAFAYETTE
 DL0874  USGS QUAD   -  OLD TOWN (1978)
 DL0874
 DL0874                         *CURRENT SURVEY CONTROL
 DL0874  ___________________________________________________________________
 DL0874* NAD 83(1986)-  33 25 14.     (N)    093 30 35.     (W)     SCALED    
 DL0874* NAVD 88     -        79.195  (meters)     259.83   (feet)  ADJUSTED  
 DL0874  ___________________________________________________________________
 DL0874  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DL0874  DYNAMIC HT  -          79.111 (meters)     259.55  (feet)  COMP
 DL0874  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 DL0874
 DL0874  VERT ORDER  -  SECOND    CLASS 0
 DL0874
 DL0874.The horizontal coordinates were scaled from a topographic map and have
 DL0874.an estimated accuracy of +/- 6 seconds.
 DL0874
 DL0874.The orthometric height was determined by differential leveling
 DL0874.and adjusted by the National Geodetic Survey in June 1991..
 DL0874
 DL0874.The geoid height was determined by GEOID03.
 DL0874
 DL0874.The dynamic height is computed by dividing the NAVD 88
 DL0874.geopotential number by the normal gravity value computed on the
 DL0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0874.degrees latitude (g = 980.6199 gals.).
 DL0874
 DL0874.The modeled gravity was interpolated from observed gravity values.
 DL0874
 DL0874;                    North         East    Units  Estimated Accuracy
 DL0874;SPC AR S     -   484,650.      259,590.      MT  (+/- 180 meters Scaled)
 DL0874
 DL0874                          SUPERSEDED SURVEY CONTROL
 DL0874
 DL0874  NGVD 29 (??/??/92)   79.228  (m)          259.93   (f) ADJ UNCH    2 0
 DL0874
 DL0874.Superseded values are not recommended for survey control.
 DL0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0874.See file dsdata.txt to determine how the superseded data were derived.
 DL0874
 DL0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS526980(NAD 83)
 DL0874_MARKER: R = RIVET
 DL0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0874+STABILITY: SURFACE MOTION
 DL0874
 DL0874  HISTORY     - Date     Condition        Report By
 DL0874  HISTORY     - UNK      MONUMENTED       LARR
 DL0874  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0874
 DL0874                          STATION DESCRIPTION
 DL0874
 DL0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0874'5.2 MI NW FROM STAMPS.
 DL0874'5.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0874'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 15 POLES SOUTH OF MILEPOST
 DL0874'18, 125 FEET SOUTH OF TRESTLE NO. 185, AND 20 FEET EAST OF THE
 DL0874'CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP
 DL0874'OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0875 ***********************************************************************
 DL0875  DESIGNATION -  RV 662
 DL0875  PID         -  DL0875
 DL0875  STATE/COUNTY-  AR/LAFAYETTE
 DL0875  USGS QUAD   -  OLD TOWN (1978)
 DL0875
 DL0875                         *CURRENT SURVEY CONTROL
 DL0875  ___________________________________________________________________
 DL0875* NAD 83(1986)-  33 24 43.     (N)    093 30 28.     (W)     SCALED    
 DL0875* NAVD 88     -        79.32   (+/-2cm)     260.2    (feet)  VERTCON   
 DL0875  ___________________________________________________________________
 DL0875  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DL0875
 DL0875  VERT ORDER  -  ? (See Below)
 DL0875
 DL0875.The horizontal coordinates were scaled from a topographic map and have
 DL0875.an estimated accuracy of +/- 6 seconds.
 DL0875
 DL0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0875.The vertical order pertains to the NGVD 29 superseded value.
 DL0875
 DL0875.The geoid height was determined by GEOID03.
 DL0875
 DL0875;                    North         East    Units  Estimated Accuracy
 DL0875;SPC AR S     -   483,690.      259,760.      MT  (+/- 180 meters Scaled)
 DL0875
 DL0875                          SUPERSEDED SURVEY CONTROL
 DL0875
 DL0875  NGVD 29 (??/??/92)   79.351  (m)          260.34   (f) ADJ UNCH    ?  
 DL0875
 DL0875.Superseded values are not recommended for survey control.
 DL0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0875.See file dsdata.txt to determine how the superseded data were derived.
 DL0875
 DL0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS527970(NAD 83)
 DL0875_MARKER: R = RIVET
 DL0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0875+STABILITY: SURFACE MOTION
 DL0875
 DL0875  HISTORY     - Date     Condition        Report By
 DL0875  HISTORY     - UNK      MONUMENTED       LARR
 DL0875  HISTORY     - 1963     GOOD             NGS
 DL0875
 DL0875                          STATION DESCRIPTION
 DL0875
 DL0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0875'4.6 MI NW FROM STAMPS.
 DL0875'4.6 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0875'UNION STATION AT STAMPS, LAFAYETTE COUNTY, AT MILEPOST 19, 132 FEET
 DL0875'SOUTH OF TRESTLE NO. 190, AND 20 FEET EAST OF THE CENTERLINE OF THE
 DL0875'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DL0875'POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0877 ***********************************************************************
 DL0877  DESIGNATION -  RV 663
 DL0877  PID         -  DL0877
 DL0877  STATE/COUNTY-  AR/LAFAYETTE
 DL0877  USGS QUAD   -  OLD TOWN (1978)
 DL0877
 DL0877                         *CURRENT SURVEY CONTROL
 DL0877  ___________________________________________________________________
 DL0877* NAD 83(1986)-  33 24 18.     (N)    093 30 31.     (W)     SCALED    
 DL0877* NAVD 88     -        78.179  (meters)     256.49   (feet)  ADJUSTED  
 DL0877  ___________________________________________________________________
 DL0877  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DL0877  DYNAMIC HT  -          78.096 (meters)     256.22  (feet)  COMP
 DL0877  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 DL0877
 DL0877  VERT ORDER  -  SECOND    CLASS 0
 DL0877
 DL0877.The horizontal coordinates were scaled from a topographic map and have
 DL0877.an estimated accuracy of +/- 6 seconds.
 DL0877
 DL0877.The orthometric height was determined by differential leveling
 DL0877.and adjusted by the National Geodetic Survey in June 1991..
 DL0877
 DL0877.The geoid height was determined by GEOID03.
 DL0877
 DL0877.The dynamic height is computed by dividing the NAVD 88
 DL0877.geopotential number by the normal gravity value computed on the
 DL0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0877.degrees latitude (g = 980.6199 gals.).
 DL0877
 DL0877.The modeled gravity was interpolated from observed gravity values.
 DL0877
 DL0877;                    North         East    Units  Estimated Accuracy
 DL0877;SPC AR S     -   482,930.      259,670.      MT  (+/- 180 meters Scaled)
 DL0877
 DL0877                          SUPERSEDED SURVEY CONTROL
 DL0877
 DL0877  NGVD 29 (??/??/92)   78.213  (m)          256.60   (f) ADJ UNCH    2 0
 DL0877
 DL0877.Superseded values are not recommended for survey control.
 DL0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0877.See file dsdata.txt to determine how the superseded data were derived.
 DL0877
 DL0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS527963(NAD 83)
 DL0877_MARKER: R = RIVET
 DL0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0877+STABILITY: SURFACE MOTION
 DL0877
 DL0877  HISTORY     - Date     Condition        Report By
 DL0877  HISTORY     - UNK      MONUMENTED       LARR
 DL0877  HISTORY     - 1963     GOOD             NGS
 DL0877
 DL0877                          STATION DESCRIPTION
 DL0877
 DL0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0877'4.1 MI NW FROM STAMPS.
 DL0877'4.1 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0877'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 15 POLES SOUTH OF MILEPOST
 DL0877'19, 225 FEET SOUTH OF TRESTLE NO. 195, AND 20 FEET EAST OF THE
 DL0877'CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP
 DL0877'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0878 ***********************************************************************
 DL0878  DESIGNATION -  RV 664
 DL0878  PID         -  DL0878
 DL0878  STATE/COUNTY-  AR/LAFAYETTE
 DL0878  USGS QUAD   -  OLD TOWN (1978)
 DL0878
 DL0878                         *CURRENT SURVEY CONTROL
 DL0878  ___________________________________________________________________
 DL0878* NAD 83(1986)-  33 23 56.     (N)    093 30 34.     (W)     SCALED    
 DL0878* NAVD 88     -        80.66   (+/-2cm)     264.6    (feet)  VERTCON   
 DL0878  ___________________________________________________________________
 DL0878  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DL0878
 DL0878  VERT ORDER  -  ? (See Below)
 DL0878
 DL0878.The horizontal coordinates were scaled from a topographic map and have
 DL0878.an estimated accuracy of +/- 6 seconds.
 DL0878
 DL0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0878.The vertical order pertains to the NGVD 29 superseded value.
 DL0878
 DL0878.The geoid height was determined by GEOID03.
 DL0878
 DL0878;                    North         East    Units  Estimated Accuracy
 DL0878;SPC AR S     -   482,250.      259,580.      MT  (+/- 180 meters Scaled)
 DL0878
 DL0878                          SUPERSEDED SURVEY CONTROL
 DL0878
 DL0878  NGVD 29 (??/??/92)   80.692  (m)          264.74   (f) ADJ UNCH    ?  
 DL0878
 DL0878.Superseded values are not recommended for survey control.
 DL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0878.See file dsdata.txt to determine how the superseded data were derived.
 DL0878
 DL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS526956(NAD 83)
 DL0878_MARKER: R = RIVET
 DL0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0878+STABILITY: SURFACE MOTION
 DL0878
 DL0878  HISTORY     - Date     Condition        Report By
 DL0878  HISTORY     - UNK      MONUMENTED       LARR
 DL0878  HISTORY     - 1963     GOOD             NGS
 DL0878
 DL0878                          STATION DESCRIPTION
 DL0878
 DL0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0878'3.7 MI NW FROM STAMPS.
 DL0878'3.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0878'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 0.1 MILE NORTH OF A ROAD
 DL0878'CROSSING, 0.1 MILE SOUTH OF ANOTHER ROAD CROSSING, AT MILEPOST 20, AND
 DL0878'20 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL
 DL0878'RIVET, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE
 DL0878'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0879 ***********************************************************************
 DL0879  DESIGNATION -  RV 665
 DL0879  PID         -  DL0879
 DL0879  STATE/COUNTY-  AR/LAFAYETTE
 DL0879  USGS QUAD   -  OLD TOWN (1978)
 DL0879
 DL0879                         *CURRENT SURVEY CONTROL
 DL0879  ___________________________________________________________________
 DL0879* NAD 83(1986)-  33 23 28.     (N)    093 30 35.     (W)     SCALED    
 DL0879* NAVD 88     -        84.91   (+/-2cm)     278.6    (feet)  VERTCON   
 DL0879  ___________________________________________________________________
 DL0879  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DL0879
 DL0879  VERT ORDER  -  ? (See Below)
 DL0879
 DL0879.The horizontal coordinates were scaled from a topographic map and have
 DL0879.an estimated accuracy of +/- 6 seconds.
 DL0879
 DL0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0879.The vertical order pertains to the NGVD 29 superseded value.
 DL0879
 DL0879.The geoid height was determined by GEOID03.
 DL0879
 DL0879;                    North         East    Units  Estimated Accuracy
 DL0879;SPC AR S     -   481,390.      259,550.      MT  (+/- 180 meters Scaled)
 DL0879
 DL0879                          SUPERSEDED SURVEY CONTROL
 DL0879
 DL0879  NGVD 29 (??/??/92)   84.944  (m)          278.69   (f) ADJ UNCH    ?  
 DL0879
 DL0879.Superseded values are not recommended for survey control.
 DL0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0879.See file dsdata.txt to determine how the superseded data were derived.
 DL0879
 DL0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS525947(NAD 83)
 DL0879_MARKER: R = RIVET
 DL0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0879+STABILITY: SURFACE MOTION
 DL0879
 DL0879  HISTORY     - Date     Condition        Report By
 DL0879  HISTORY     - UNK      MONUMENTED       LARR
 DL0879  HISTORY     - 1963     GOOD             NGS
 DL0879
 DL0879                          STATION DESCRIPTION
 DL0879
 DL0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0879'3.2 MI NW FROM STAMPS.
 DL0879'3.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0879'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 15 POLES SOUTH OF MILEPOST
 DL0879'20, AT THE NORTH END OF A DRAW USED AS A DUMPING GROUND, 20 FEET EAST
 DL0879'OF THE CENTERLINE OF THE TRACK, AND ON THE SIDE OF THE EMBANKMENT.  A
 DL0879'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST TILTED
 DL0879'TO THE EAST AND PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0880 ***********************************************************************
 DL0880  DESIGNATION -  RV 666
 DL0880  PID         -  DL0880
 DL0880  STATE/COUNTY-  AR/LAFAYETTE
 DL0880  USGS QUAD   -  OLD TOWN (1978)
 DL0880
 DL0880                         *CURRENT SURVEY CONTROL
 DL0880  ___________________________________________________________________
 DL0880* NAD 83(1986)-  33 23 04.     (N)    093 30 27.     (W)     SCALED    
 DL0880* NAVD 88     -        94.30   (+/-2cm)     309.4    (feet)  VERTCON   
 DL0880  ___________________________________________________________________
 DL0880  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DL0880
 DL0880  VERT ORDER  -  ? (See Below)
 DL0880
 DL0880.The horizontal coordinates were scaled from a topographic map and have
 DL0880.an estimated accuracy of +/- 6 seconds.
 DL0880
 DL0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0880.The vertical order pertains to the NGVD 29 superseded value.
 DL0880
 DL0880.The geoid height was determined by GEOID03.
 DL0880
 DL0880;                    North         East    Units  Estimated Accuracy
 DL0880;SPC AR S     -   480,640.      259,740.      MT  (+/- 180 meters Scaled)
 DL0880
 DL0880                          SUPERSEDED SURVEY CONTROL
 DL0880
 DL0880  NGVD 29 (??/??/92)   94.335  (m)          309.50   (f) ADJ UNCH    ?  
 DL0880
 DL0880.Superseded values are not recommended for survey control.
 DL0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0880.See file dsdata.txt to determine how the superseded data were derived.
 DL0880
 DL0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS527940(NAD 83)
 DL0880_MARKER: R = RIVET
 DL0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0880+STABILITY: SURFACE MOTION
 DL0880
 DL0880  HISTORY     - Date     Condition        Report By
 DL0880  HISTORY     - UNK      MONUMENTED       LARR
 DL0880  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0880
 DL0880                          STATION DESCRIPTION
 DL0880
 DL0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0880'2.7 MI NW FROM STAMPS.
 DL0880'2.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0880'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 0.1 MILE NORTH OF A GRAVEL
 DL0880'PIT, AT MILEPOST 21, AT THE SOUTH END OF AN ABANDONED TRAIL ROAD
 DL0880'SIDING, AND 30 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DL0880'MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5
 DL0880'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0882 ***********************************************************************
 DL0882  DESIGNATION -  RV 667
 DL0882  PID         -  DL0882
 DL0882  STATE/COUNTY-  AR/LAFAYETTE
 DL0882  USGS QUAD   -  OLD TOWN (1978)
 DL0882
 DL0882                         *CURRENT SURVEY CONTROL
 DL0882  ___________________________________________________________________
 DL0882* NAD 83(1986)-  33 22 38.     (N)    093 30 17.     (W)     SCALED    
 DL0882* NAVD 88     -        89.92   (+/-2cm)     295.0    (feet)  VERTCON   
 DL0882  ___________________________________________________________________
 DL0882  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DL0882
 DL0882  VERT ORDER  -  ? (See Below)
 DL0882
 DL0882.The horizontal coordinates were scaled from a topographic map and have
 DL0882.an estimated accuracy of +/- 6 seconds.
 DL0882
 DL0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0882.The vertical order pertains to the NGVD 29 superseded value.
 DL0882
 DL0882.The geoid height was determined by GEOID03.
 DL0882
 DL0882;                    North         East    Units  Estimated Accuracy
 DL0882;SPC AR S     -   479,840.      259,990.      MT  (+/- 180 meters Scaled)
 DL0882
 DL0882                          SUPERSEDED SURVEY CONTROL
 DL0882
 DL0882  NGVD 29 (??/??/92)   89.958  (m)          295.14   (f) ADJ UNCH    ?  
 DL0882
 DL0882.Superseded values are not recommended for survey control.
 DL0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0882.See file dsdata.txt to determine how the superseded data were derived.
 DL0882
 DL0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS530932(NAD 83)
 DL0882_MARKER: R = RIVET
 DL0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0882+STABILITY: SURFACE MOTION
 DL0882
 DL0882  HISTORY     - Date     Condition        Report By
 DL0882  HISTORY     - UNK      MONUMENTED       LARR
 DL0882  HISTORY     - 1963     GOOD             NGS
 DL0882
 DL0882                          STATION DESCRIPTION
 DL0882
 DL0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0882'2.2 MI NW FROM STAMPS.
 DL0882'2.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0882'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 0.1 MILE SOUTH OF A HIGHWAY
 DL0882'OVERPASS, 15 POLES SOUTH OF MILEPOST 21, 200 FEET EAST OF THE HIGHWAY,
 DL0882'100 FEET NORTH OF A ROAD CROSSING, AND 20 FEET EAST OF THE CENTERLINE
 DL0882'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DL0882'CONCRETE POST PROJECTING 1.5 FEET ABOVE GROUND.  NOTE-- THE ROAD
 DL0882'CROSSING HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0883 ***********************************************************************
 DL0883  DESIGNATION -  RV 668
 DL0883  PID         -  DL0883
 DL0883  STATE/COUNTY-  AR/LAFAYETTE
 DL0883  USGS QUAD   -  LEWISVILLE (1978)
 DL0883
 DL0883                         *CURRENT SURVEY CONTROL
 DL0883  ___________________________________________________________________
 DL0883* NAD 83(1986)-  33 22 14.     (N)    093 30 06.     (W)     SCALED    
 DL0883* NAVD 88     -        80.961  (meters)     265.62   (feet)  ADJUSTED  
 DL0883  ___________________________________________________________________
 DL0883  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DL0883  DYNAMIC HT  -          80.874 (meters)     265.33  (feet)  COMP
 DL0883  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 DL0883
 DL0883  VERT ORDER  -  SECOND    CLASS 0
 DL0883
 DL0883.The horizontal coordinates were scaled from a topographic map and have
 DL0883.an estimated accuracy of +/- 6 seconds.
 DL0883
 DL0883.The orthometric height was determined by differential leveling
 DL0883.and adjusted by the National Geodetic Survey in June 1991..
 DL0883
 DL0883.The geoid height was determined by GEOID03.
 DL0883
 DL0883.The dynamic height is computed by dividing the NAVD 88
 DL0883.geopotential number by the normal gravity value computed on the
 DL0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0883.degrees latitude (g = 980.6199 gals.).
 DL0883
 DL0883.The modeled gravity was interpolated from observed gravity values.
 DL0883
 DL0883;                    North         East    Units  Estimated Accuracy
 DL0883;SPC AR S     -   479,100.      260,260.      MT  (+/- 180 meters Scaled)
 DL0883
 DL0883                          SUPERSEDED SURVEY CONTROL
 DL0883
 DL0883  NGVD 29 (??/??/92)   80.997  (m)          265.74   (f) ADJ UNCH    2 0
 DL0883
 DL0883.Superseded values are not recommended for survey control.
 DL0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0883.See file dsdata.txt to determine how the superseded data were derived.
 DL0883
 DL0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS533924(NAD 83)
 DL0883_MARKER: R = RIVET
 DL0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0883+STABILITY: SURFACE MOTION
 DL0883
 DL0883  HISTORY     - Date     Condition        Report By
 DL0883  HISTORY     - UNK      MONUMENTED       LARR
 DL0883  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0883
 DL0883                          STATION DESCRIPTION
 DL0883
 DL0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0883'1.7 MI NW FROM STAMPS.
 DL0883'1.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0883'UNION STATION AT STAMPS, LAFAYETTE COUNTY, AT MILEPOST 22, 36 FEET
 DL0883'SOUTH OF A TRESTLE, 15 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 DL0883'ON THE SIDE OF THE EMBANKMENT.  A STANDARD MONEL-METAL RIVET, SET IN
 DL0883'THE TOP OF A CONCRETE POST TILTED TO THE EAST AND PROJECTING 1.5 FEET
 DL0883'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0884 ***********************************************************************
 DL0884  DESIGNATION -  RV 669
 DL0884  PID         -  DL0884
 DL0884  STATE/COUNTY-  AR/LAFAYETTE
 DL0884  USGS QUAD   -  LEWISVILLE (1978)
 DL0884
 DL0884                         *CURRENT SURVEY CONTROL
 DL0884  ___________________________________________________________________
 DL0884* NAD 83(1986)-  33 21 48.     (N)    093 30 03.     (W)     SCALED    
 DL0884* NAVD 88     -        80.42   (+/-2cm)     263.8    (feet)  VERTCON   
 DL0884  ___________________________________________________________________
 DL0884  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL0884
 DL0884  VERT ORDER  -  ? (See Below)
 DL0884
 DL0884.The horizontal coordinates were scaled from a topographic map and have
 DL0884.an estimated accuracy of +/- 6 seconds.
 DL0884
 DL0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0884.The vertical order pertains to the NGVD 29 superseded value.
 DL0884
 DL0884.The geoid height was determined by GEOID03.
 DL0884
 DL0884;                    North         East    Units  Estimated Accuracy
 DL0884;SPC AR S     -   478,290.      260,330.      MT  (+/- 180 meters Scaled)
 DL0884
 DL0884                          SUPERSEDED SURVEY CONTROL
 DL0884
 DL0884  NGVD 29 (??/??/92)   80.459  (m)          263.97   (f) ADJ UNCH    ?  
 DL0884
 DL0884.Superseded values are not recommended for survey control.
 DL0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0884.See file dsdata.txt to determine how the superseded data were derived.
 DL0884
 DL0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS534916(NAD 83)
 DL0884_MARKER: R = RIVET
 DL0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0884+STABILITY: SURFACE MOTION
 DL0884
 DL0884  HISTORY     - Date     Condition        Report By
 DL0884  HISTORY     - UNK      MONUMENTED       LARR
 DL0884  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0884
 DL0884                          STATION DESCRIPTION
 DL0884
 DL0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0884'1.2 MI NW FROM STAMPS.
 DL0884'1.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DL0884'UNION STATION AT STAMPS, LAFAYETTE COUNTY, 15 POLES SOUTH OF MILEPOST
 DL0884'22, 75 FEET NORTH OF A HIGHWAY CROSSING, NEAR THE SINCLAIR REFINING
 DL0884'CO. PLANT, AND 10 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 DL0884'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST TILTED
 DL0884'SLIGHTLY TO THE EAST AND PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0145 ***********************************************************************
 DM0145  DESIGNATION -  RV 670
 DM0145  PID         -  DM0145
 DM0145  STATE/COUNTY-  AR/MILLER
 DM0145  USGS QUAD   -  TEXARKANA (1975)
 DM0145
 DM0145                         *CURRENT SURVEY CONTROL
 DM0145  ___________________________________________________________________
 DM0145* NAD 83(1986)-  33 25 12.     (N)    094 02 36.     (W)     SCALED    
 DM0145* NAVD 88     -        91.50   (+/-2cm)     300.2    (feet)  VERTCON   
 DM0145  ___________________________________________________________________
 DM0145  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0145
 DM0145  VERT ORDER  -  ? (See Below)
 DM0145
 DM0145.The horizontal coordinates were scaled from a topographic map and have
 DM0145.an estimated accuracy of +/- 6 seconds.
 DM0145
 DM0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0145.The vertical order pertains to the NGVD 29 superseded value.
 DM0145
 DM0145.The geoid height was determined by GEOID03.
 DM0145
 DM0145;                    North         East    Units  Estimated Accuracy
 DM0145;SPC AR S     -   485,450.      209,970.      MT  (+/- 180 meters Scaled)
 DM0145
 DM0145                          SUPERSEDED SURVEY CONTROL
 DM0145
 DM0145  NGVD 29 (??/??/92)   91.512  (m)          300.24   (f) ADJ UNCH    ?  
 DM0145
 DM0145.Superseded values are not recommended for survey control.
 DM0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0145.See file dsdata.txt to determine how the superseded data were derived.
 DM0145
 DM0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS029983(NAD 83)
 DM0145_MARKER: N = NAIL
 DM0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0145_SP_SET: PLATFORM
 DM0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0145
 DM0145  HISTORY     - Date     Condition        Report By
 DM0145  HISTORY     - UNK      MONUMENTED       MPRR
 DM0145  HISTORY     - 1935     GOOD             NGS
 DM0145  HISTORY     - 1963     MARK NOT FOUND   NGS
 DM0145  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0145
 DM0145                          STATION DESCRIPTION
 DM0145
 DM0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DM0145'IN TEXARKANA.
 DM0145'AT THE UNION STATION, AT NW CORNER OF STATION PLATFORM NO. 1, 8 POLES
 DM0145'WEST OF MP 490.
 DM0145
 DM0145                          STATION RECOVERY (1963)
 DM0145
 DM0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0145'MARK NOT FOUND.
 DM0145
 DM0145                          STATION RECOVERY (1997)
 DM0145
 DM0145'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0146 ***********************************************************************
 DM0146  DESIGNATION -  RV 671
 DM0146  PID         -  DM0146
 DM0146  STATE/COUNTY-  AR/MILLER
 DM0146  USGS QUAD   -  TEXARKANA (1975)
 DM0146
 DM0146                         *CURRENT SURVEY CONTROL
 DM0146  ___________________________________________________________________
 DM0146* NAD 83(1986)-  33 25 22.     (N)    094 02 12.     (W)     SCALED    
 DM0146* NAVD 88     -        91.22   (+/-2cm)     299.3    (feet)  VERTCON   
 DM0146  ___________________________________________________________________
 DM0146  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0146
 DM0146  VERT ORDER  -  ? (See Below)
 DM0146
 DM0146.The horizontal coordinates were scaled from a topographic map and have
 DM0146.an estimated accuracy of +/- 6 seconds.
 DM0146
 DM0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0146.The vertical order pertains to the NGVD 29 superseded value.
 DM0146
 DM0146.The geoid height was determined by GEOID03.
 DM0146
 DM0146;                    North         East    Units  Estimated Accuracy
 DM0146;SPC AR S     -   485,750.      210,600.      MT  (+/- 180 meters Scaled)
 DM0146
 DM0146                          SUPERSEDED SURVEY CONTROL
 DM0146
 DM0146  NGVD 29 (??/??/92)   91.236  (m)          299.33   (f) ADJ UNCH    ?  
 DM0146
 DM0146.Superseded values are not recommended for survey control.
 DM0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0146.See file dsdata.txt to determine how the superseded data were derived.
 DM0146
 DM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS036986(NAD 83)
 DM0146_MARKER: R = RIVET
 DM0146_SETTING: 0 = UNSPECIFIED SETTING
 DM0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0146
 DM0146  HISTORY     - Date     Condition        Report By
 DM0146  HISTORY     - UNK      MONUMENTED       MPRR
 DM0146  HISTORY     - 1935     GOOD             NGS
 DM0146  HISTORY     - 1963     MARK NOT FOUND   NGS
 DM0146  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0146
 DM0146                          STATION DESCRIPTION
 DM0146
 DM0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DM0146'0.4 MI NE FROM TEXARKANA.
 DM0146'ABOUT 0.4 MILE NE OF TEXARKANA, ALONG THE M.P. MAIN LINE.  20 FEET N.
 DM0146'OF WEST BOUND MAIN TRACK.  NE CORNER OF N. PEER OF COLLEGE HILL
 DM0146'VIADUCT, 32 POLES SW OF MP. 489.
 DM0146
 DM0146                          STATION RECOVERY (1963)
 DM0146
 DM0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0146'MARK NOT FOUND.
 DM0146
 DM0146                          STATION RECOVERY (1997)
 DM0146
 DM0146'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0147 ***********************************************************************
 DM0147  DESIGNATION -  RV 672
 DM0147  PID         -  DM0147
 DM0147  STATE/COUNTY-  AR/MILLER
 DM0147  USGS QUAD   -  TEXARKANA (1975)
 DM0147
 DM0147                         *CURRENT SURVEY CONTROL
 DM0147  ___________________________________________________________________
 DM0147* NAD 83(1986)-  33 25 45.     (N)    094 01 45.     (W)     SCALED    
 DM0147* NAVD 88     -        92.900  (meters)     304.79   (feet)  ADJUSTED  
 DM0147  ___________________________________________________________________
 DM0147  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0147  DYNAMIC HT  -          92.801 (meters)     304.46  (feet)  COMP
 DM0147  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DM0147
 DM0147  VERT ORDER  -  SECOND    CLASS 0
 DM0147
 DM0147.The horizontal coordinates were scaled from a topographic map and have
 DM0147.an estimated accuracy of +/- 6 seconds.
 DM0147
 DM0147.The orthometric height was determined by differential leveling
 DM0147.and adjusted by the National Geodetic Survey in June 1991..
 DM0147
 DM0147.The geoid height was determined by GEOID03.
 DM0147
 DM0147.The dynamic height is computed by dividing the NAVD 88
 DM0147.geopotential number by the normal gravity value computed on the
 DM0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0147.degrees latitude (g = 980.6199 gals.).
 DM0147
 DM0147.The modeled gravity was interpolated from observed gravity values.
 DM0147
 DM0147;                    North         East    Units  Estimated Accuracy
 DM0147;SPC AR S     -   486,440.      211,310.      MT  (+/- 180 meters Scaled)
 DM0147
 DM0147                          SUPERSEDED SURVEY CONTROL
 DM0147
 DM0147  NGVD 29 (??/??/92)   92.921  (m)          304.86   (f) ADJ UNCH    2 0
 DM0147
 DM0147.Superseded values are not recommended for survey control.
 DM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0147.See file dsdata.txt to determine how the superseded data were derived.
 DM0147
 DM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS043993(NAD 83)
 DM0147_MARKER: Z = SEE DESCRIPTION
 DM0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0147_SP_SET: BRIDGE
 DM0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0147
 DM0147  HISTORY     - Date     Condition        Report By
 DM0147  HISTORY     - UNK      MONUMENTED       MPRR
 DM0147  HISTORY     - 1935     GOOD             NGS
 DM0147  HISTORY     - 1963     GOOD             NGS
 DM0147  HISTORY     - 19971025 GOOD             USPSQD
 DM0147
 DM0147                          STATION DESCRIPTION
 DM0147
 DM0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DM0147'1.1 MI NE FROM TEXARKANA.
 DM0147'1.1 MILE N.E. OF TEXARKANA UNION STATION, ALONG M.P. TRACK.  CENTER OF
 DM0147'N.W. WING OF NORTH CONCRETE ABUTMENT OF BRIDGE 808, 8 POLES SW OF MP
 DM0147'489.
 DM0147
 DM0147                          STATION RECOVERY (1963)
 DM0147
 DM0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0147'RECOVERED IN GOOD CONDITION.
 DM0147
 DM0147                          STATION RECOVERY (1997)
 DM0147
 DM0147'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0152 ***********************************************************************
 DM0152  DESIGNATION -  RV 675
 DM0152  PID         -  DM0152
 DM0152  STATE/COUNTY-  AR/MILLER
 DM0152  USGS QUAD   -  TEXARKANA (1975)
 DM0152
 DM0152                         *CURRENT SURVEY CONTROL
 DM0152  ___________________________________________________________________
 DM0152* NAD 83(1986)-  33 26 43.     (N)    094 00 42.     (W)     SCALED    
 DM0152* NAVD 88     -        97.60   (+/-2cm)     320.2    (feet)  VERTCON   
 DM0152  ___________________________________________________________________
 DM0152  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM0152
 DM0152  VERT ORDER  -  ? (See Below)
 DM0152
 DM0152.The horizontal coordinates were scaled from a topographic map and have
 DM0152.an estimated accuracy of +/- 6 seconds.
 DM0152
 DM0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0152.The vertical order pertains to the NGVD 29 superseded value.
 DM0152
 DM0152.The geoid height was determined by GEOID03.
 DM0152
 DM0152;                    North         East    Units  Estimated Accuracy
 DM0152;SPC AR S     -   488,200.      212,970.      MT  (+/- 180 meters Scaled)
 DM0152
 DM0152                          SUPERSEDED SURVEY CONTROL
 DM0152
 DM0152  NGVD 29 (??/??/92)   97.612  (m)          320.25   (f) ADJ UNCH    ?  
 DM0152
 DM0152.Superseded values are not recommended for survey control.
 DM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0152.See file dsdata.txt to determine how the superseded data were derived.
 DM0152
 DM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT059011(NAD 83)
 DM0152_MARKER: R = RIVET
 DM0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0152_SP_SET: CULVERT
 DM0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0152
 DM0152  HISTORY     - Date     Condition        Report By
 DM0152  HISTORY     - UNK      MONUMENTED       MPRR
 DM0152  HISTORY     - 1935     GOOD             NGS
 DM0152  HISTORY     - 1963     GOOD             NGS
 DM0152  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0152
 DM0152                          STATION DESCRIPTION
 DM0152
 DM0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DM0152'2.6 MI NE FROM TEXARKANA.
 DM0152'TOP CENTER OF S.E. HEADWALL OF 8X7 CONCRETE BOX CULVERT UNDER RAILWAY,
 DM0152'30 POLES SW OF MP 487.
 DM0152
 DM0152                          STATION RECOVERY (1963)
 DM0152
 DM0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0152'RECOVERED IN GOOD CONDITION.
 DM0152
 DM0152                          STATION RECOVERY (1997)
 DM0152
 DM0152'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0153 ***********************************************************************
 DM0153  DESIGNATION -  RV 676
 DM0153  PID         -  DM0153
 DM0153  STATE/COUNTY-  AR/MILLER
 DM0153  USGS QUAD   -  TEXARKANA (1975)
 DM0153
 DM0153                         *CURRENT SURVEY CONTROL
 DM0153  ___________________________________________________________________
 DM0153* NAD 83(1986)-  33 27 02.     (N)    094 00 23.     (W)     SCALED    
 DM0153* NAVD 88     -       100.809  (meters)     330.74   (feet)  ADJUSTED  
 DM0153  ___________________________________________________________________
 DM0153  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM0153  DYNAMIC HT  -         100.702 (meters)     330.39  (feet)  COMP
 DM0153  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 DM0153
 DM0153  VERT ORDER  -  SECOND    CLASS 0
 DM0153
 DM0153.The horizontal coordinates were scaled from a topographic map and have
 DM0153.an estimated accuracy of +/- 6 seconds.
 DM0153
 DM0153.The orthometric height was determined by differential leveling
 DM0153.and adjusted by the National Geodetic Survey in June 1991..
 DM0153
 DM0153.The geoid height was determined by GEOID03.
 DM0153
 DM0153.The dynamic height is computed by dividing the NAVD 88
 DM0153.geopotential number by the normal gravity value computed on the
 DM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0153.degrees latitude (g = 980.6199 gals.).
 DM0153
 DM0153.The modeled gravity was interpolated from observed gravity values.
 DM0153
 DM0153;                    North         East    Units  Estimated Accuracy
 DM0153;SPC AR S     -   488,770.      213,470.      MT  (+/- 180 meters Scaled)
 DM0153
 DM0153                          SUPERSEDED SURVEY CONTROL
 DM0153
 DM0153  NGVD 29 (??/??/92)  100.830  (m)          330.81   (f) ADJ UNCH    2 0
 DM0153
 DM0153.Superseded values are not recommended for survey control.
 DM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0153.See file dsdata.txt to determine how the superseded data were derived.
 DM0153
 DM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT064016(NAD 83)
 DM0153_MARKER: R = RIVET
 DM0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0153_SP_SET: CULVERT
 DM0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0153
 DM0153  HISTORY     - Date     Condition        Report By
 DM0153  HISTORY     - UNK      MONUMENTED       MPRR
 DM0153  HISTORY     - 1935     GOOD             NGS
 DM0153  HISTORY     - 1963     GOOD             NGS
 DM0153  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0153
 DM0153                          STATION DESCRIPTION
 DM0153
 DM0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DM0153'3.1 MI NE FROM TEXARKANA.
 DM0153'ABOUT 3.1 MILES N.E. OF TEXARKANA UNION STATION, ALONG M.P. MAIN LINE.
 DM0153'60 FT. N.W. OF TRACK, TOP CENTER OF S.E. HEADWALL OF 24 IN. PIPE
 DM0153'UNDER U.S. HIGHWAY NO. 67, 12 POLES SW OF MP 487.
 DM0153
 DM0153                          STATION RECOVERY (1963)
 DM0153
 DM0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0153'RECOVERED IN GOOD CONDITION.
 DM0153
 DM0153                          STATION RECOVERY (1997)
 DM0153
 DM0153'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0154 ***********************************************************************
 DM0154  DESIGNATION -  RV 677
 DM0154  PID         -  DM0154
 DM0154  STATE/COUNTY-  AR/MILLER
 DM0154  USGS QUAD   -  TEXARKANA (1975)
 DM0154
 DM0154                         *CURRENT SURVEY CONTROL
 DM0154  ___________________________________________________________________
 DM0154* NAD 83(1986)-  33 27 22.     (N)    094 00 01.     (W)     SCALED    
 DM0154* NAVD 88     -       104.395  (meters)     342.50   (feet)  ADJUSTED  
 DM0154  ___________________________________________________________________
 DM0154  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM0154  DYNAMIC HT  -         104.284 (meters)     342.14  (feet)  COMP
 DM0154  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 DM0154
 DM0154  VERT ORDER  -  SECOND    CLASS 0
 DM0154
 DM0154.The horizontal coordinates were scaled from a topographic map and have
 DM0154.an estimated accuracy of +/- 6 seconds.
 DM0154
 DM0154.The orthometric height was determined by differential leveling
 DM0154.and adjusted by the National Geodetic Survey in June 1991..
 DM0154
 DM0154.The geoid height was determined by GEOID03.
 DM0154
 DM0154.The dynamic height is computed by dividing the NAVD 88
 DM0154.geopotential number by the normal gravity value computed on the
 DM0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0154.degrees latitude (g = 980.6199 gals.).
 DM0154
 DM0154.The modeled gravity was interpolated from observed gravity values.
 DM0154
 DM0154;                    North         East    Units  Estimated Accuracy
 DM0154;SPC AR S     -   489,380.      214,050.      MT  (+/- 180 meters Scaled)
 DM0154
 DM0154                          SUPERSEDED SURVEY CONTROL
 DM0154
 DM0154  NGVD 29 (??/??/92)  104.418  (m)          342.58   (f) ADJ UNCH    2 0
 DM0154
 DM0154.Superseded values are not recommended for survey control.
 DM0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0154.See file dsdata.txt to determine how the superseded data were derived.
 DM0154
 DM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT070023(NAD 83)
 DM0154_MARKER: R = RIVET
 DM0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0154_SP_SET: CULVERT
 DM0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0154
 DM0154  HISTORY     - Date     Condition        Report By
 DM0154  HISTORY     - UNK      MONUMENTED       MPRR
 DM0154  HISTORY     - 1935     GOOD             NGS
 DM0154  HISTORY     - 1963     GOOD             NGS
 DM0154  HISTORY     - 19971025 GOOD             USPSQD
 DM0154
 DM0154                          STATION DESCRIPTION
 DM0154
 DM0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DM0154'3.7 MI NE FROM TEXARKANA.
 DM0154'CENTER OF N.W. HEADWALL OF A 4X4 CONCRETE BOX CULVERT UNDER THE
 DM0154'RAILWAY, 26 POLES SW OF MP 486.  NOTE-- THE RIVET PROJECTS ABOUT 1/2
 DM0154'INCH FROM THE CULVERT BUT IT IS SOLID.
 DM0154
 DM0154                          STATION RECOVERY (1963)
 DM0154
 DM0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0154'RECOVERED IN GOOD CONDITION.
 DM0154
 DM0154                          STATION RECOVERY (1997)
 DM0154
 DM0154'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0997 ***********************************************************************
 FF0997  DESIGNATION -  RV 68
 FF0997  PID         -  FF0997
 FF0997  STATE/COUNTY-  AR/JACKSON
 FF0997  USGS QUAD   -  SWIFTON WEST (1980)
 FF0997
 FF0997                         *CURRENT SURVEY CONTROL
 FF0997  ___________________________________________________________________
 FF0997* NAD 83(1986)-  35 48 45.     (N)    091 08 23.     (W)     SCALED    
 FF0997* NAVD 88     -        75.544  (meters)     247.85   (feet)  ADJUSTED  
 FF0997  ___________________________________________________________________
 FF0997  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FF0997  DYNAMIC HT  -          75.480 (meters)     247.64  (feet)  COMP
 FF0997  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 FF0997
 FF0997  VERT ORDER  -  FIRST     CLASS II
 FF0997
 FF0997.The horizontal coordinates were scaled from a topographic map and have
 FF0997.an estimated accuracy of +/- 6 seconds.
 FF0997
 FF0997.The orthometric height was determined by differential leveling
 FF0997.and adjusted by the National Geodetic Survey in June 1991..
 FF0997
 FF0997.The geoid height was determined by GEOID03.
 FF0997
 FF0997.The dynamic height is computed by dividing the NAVD 88
 FF0997.geopotential number by the normal gravity value computed on the
 FF0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0997.degrees latitude (g = 980.6199 gals.).
 FF0997
 FF0997.The modeled gravity was interpolated from observed gravity values.
 FF0997
 FF0997;                    North         East    Units  Estimated Accuracy
 FF0997;SPC AR N     -   164,440.      477,740.      MT  (+/- 180 meters Scaled)
 FF0997
 FF0997                          SUPERSEDED SURVEY CONTROL
 FF0997
 FF0997  NGVD 29 (??/??/??)   75.469  (m)          247.60   (f) ADJUSTED    1 2
 FF0997
 FF0997.Superseded values are not recommended for survey control.
 FF0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0997.See file dsdata.txt to determine how the superseded data were derived.
 FF0997
 FF0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV680647(NAD 83)
 FF0997_MARKER: R = RIVET
 FF0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0997+STABILITY: SURFACE MOTION
 FF0997
 FF0997  HISTORY     - Date     Condition        Report By
 FF0997  HISTORY     - UNK      MONUMENTED       MPRR
 FF0997  HISTORY     - 1931     GOOD             CGS
 FF0997  HISTORY     - 1934     GOOD             CGS
 FF0997  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0997
 FF0997                          STATION DESCRIPTION
 FF0997
 FF0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0997'1 MI SW FROM SWIFTON.
 FF0997'ABOUT 1 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0997'FROM SWIFTON, JACKSON COUNTY, OPPOSITE POLE 245+14, AND IN THE
 FF0997'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2452.  A
 FF0997'STANDARD MONEL-METAL RIVET.
 FF0997
 FF0997                          STATION RECOVERY (1934)
 FF0997
 FF0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0997'RECOVERED IN GOOD CONDITION.
 FF0997
 FF0997                          STATION RECOVERY (2002)
 FF0997
 FF0997'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0852 ***********************************************************************
 DL0852  DESIGNATION -  RV 680
 DL0852  PID         -  DL0852
 DL0852  STATE/COUNTY-  AR/MILLER
 DL0852  USGS QUAD   -  MANDEVILLE (1975)
 DL0852
 DL0852                         *CURRENT SURVEY CONTROL
 DL0852  ___________________________________________________________________
 DL0852* NAD 83(1986)-  33 28 14.     (N)    093 58 44.     (W)     SCALED    
 DL0852* NAVD 88     -        93.122  (meters)     305.52   (feet)  ADJUSTED  
 DL0852  ___________________________________________________________________
 DL0852  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DL0852  DYNAMIC HT  -          93.023 (meters)     305.19  (feet)  COMP
 DL0852  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 DL0852
 DL0852  VERT ORDER  -  SECOND    CLASS 0
 DL0852
 DL0852.The horizontal coordinates were scaled from a topographic map and have
 DL0852.an estimated accuracy of +/- 6 seconds.
 DL0852
 DL0852.The orthometric height was determined by differential leveling
 DL0852.and adjusted by the National Geodetic Survey in June 1991..
 DL0852
 DL0852.The geoid height was determined by GEOID03.
 DL0852
 DL0852.The dynamic height is computed by dividing the NAVD 88
 DL0852.geopotential number by the normal gravity value computed on the
 DL0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0852.degrees latitude (g = 980.6199 gals.).
 DL0852
 DL0852.The modeled gravity was interpolated from observed gravity values.
 DL0852
 DL0852;                    North         East    Units  Estimated Accuracy
 DL0852;SPC AR S     -   490,940.      216,070.      MT  (+/- 180 meters Scaled)
 DL0852
 DL0852                          SUPERSEDED SURVEY CONTROL
 DL0852
 DL0852  NGVD 29 (??/??/92)   93.140  (m)          305.58   (f) ADJ UNCH    2 0
 DL0852
 DL0852.Superseded values are not recommended for survey control.
 DL0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0852.See file dsdata.txt to determine how the superseded data were derived.
 DL0852
 DL0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT090038(NAD 83)
 DL0852_MARKER: R = RIVET
 DL0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0852_SP_SET: CULVERT
 DL0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0852
 DL0852  HISTORY     - Date     Condition        Report By
 DL0852  HISTORY     - UNK      MONUMENTED       MPRR
 DL0852  HISTORY     - 1963     GOOD             NGS
 DL0852
 DL0852                          STATION DESCRIPTION
 DL0852
 DL0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0852'1.5 MI SW FROM MANDEVILLE.
 DL0852'1.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0852'STATION AT MANDEVILLE, MILLER COUNTY, 4 POLES SOUTHWEST OF MILEPOST
 DL0852'485, AT A 24-INCH TILE-PIPE CULVERT, IN THE CENTER OF THE TOP OF THE
 DL0852'WEST CONCRETE HEADWALL, 12 FEET WEST OF THE SOUTHWEST BOUND TRACK, AND
 DL0852'40 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67.  A STANDARD
 DL0852'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0932 ***********************************************************************
 DL0932  DESIGNATION -  RV 686
 DL0932  PID         -  DL0932
 DL0932  STATE/COUNTY-  AR/MILLER
 DL0932  USGS QUAD   -  HOMAN (1975)
 DL0932
 DL0932                         *CURRENT SURVEY CONTROL
 DL0932  ___________________________________________________________________
 DL0932* NAD 83(1986)-  33 30 47.     (N)    093 55 51.     (W)     SCALED    
 DL0932* NAVD 88     -        80.35   (+/-2cm)     263.6    (feet)  VERTCON   
 DL0932  ___________________________________________________________________
 DL0932  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DL0932
 DL0932  VERT ORDER  -  ? (See Below)
 DL0932
 DL0932.The horizontal coordinates were scaled from a topographic map and have
 DL0932.an estimated accuracy of +/- 6 seconds.
 DL0932
 DL0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0932.The vertical order pertains to the NGVD 29 superseded value.
 DL0932
 DL0932.The geoid height was determined by GEOID03.
 DL0932
 DL0932;                    North         East    Units  Estimated Accuracy
 DL0932;SPC AR S     -   495,570.      220,630.      MT  (+/- 180 meters Scaled)
 DL0932
 DL0932                          SUPERSEDED SURVEY CONTROL
 DL0932
 DL0932  NGVD 29 (??/??/92)   80.370  (m)          263.68   (f) ADJ UNCH    ?  
 DL0932
 DL0932.Superseded values are not recommended for survey control.
 DL0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0932.See file dsdata.txt to determine how the superseded data were derived.
 DL0932
 DL0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT135085(NAD 83)
 DL0932_MARKER: R = RIVET
 DL0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0932_SP_SET: CULVERT
 DL0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0932
 DL0932  HISTORY     - Date     Condition        Report By
 DL0932  HISTORY     - UNK      MONUMENTED       MPRR
 DL0932  HISTORY     - 1935     GOOD             NGS
 DL0932  HISTORY     - 1963     GOOD             NGS
 DL0932
 DL0932                          STATION DESCRIPTION
 DL0932
 DL0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0932'0.6 MI SW FROM CLEAR LAKE JUNCTION.
 DL0932'ABOUT .6 MILE S.W. OF CLEAR LAKE JUNCTION, ALONG THE M.P. RY.  100
 DL0932'FEET E. OF HIGHWAY 67.  TOP CENTER OF W. HEADWALL OF A DOUBLE BARREL
 DL0932'7X7 CONCRETE BOX CULVERT UNDER THE RAILWAY, 3 POLES SW OF MP 481.
 DL0932
 DL0932                          STATION RECOVERY (1963)
 DL0932
 DL0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0933 ***********************************************************************
 DL0933  DESIGNATION -  RV 687
 DL0933  PID         -  DL0933
 DL0933  STATE/COUNTY-  AR/MILLER
 DL0933  USGS QUAD   -  HOMAN (1975)
 DL0933
 DL0933                         *CURRENT SURVEY CONTROL
 DL0933  ___________________________________________________________________
 DL0933* NAD 83(1986)-  33 31 09.     (N)    093 55 30.     (W)     SCALED    
 DL0933* NAVD 88     -        81.269  (meters)     266.63   (feet)  ADJUSTED  
 DL0933  ___________________________________________________________________
 DL0933  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL0933  DYNAMIC HT  -          81.183 (meters)     266.35  (feet)  COMP
 DL0933  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 DL0933
 DL0933  VERT ORDER  -  FIRST     CLASS I
 DL0933
 DL0933.The horizontal coordinates were scaled from a topographic map and have
 DL0933.an estimated accuracy of +/- 6 seconds.
 DL0933
 DL0933.The orthometric height was determined by differential leveling
 DL0933.and adjusted by the National Geodetic Survey in June 1991..
 DL0933
 DL0933.The geoid height was determined by GEOID03.
 DL0933
 DL0933.The dynamic height is computed by dividing the NAVD 88
 DL0933.geopotential number by the normal gravity value computed on the
 DL0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0933.degrees latitude (g = 980.6199 gals.).
 DL0933
 DL0933.The modeled gravity was interpolated from observed gravity values.
 DL0933
 DL0933;                    North         East    Units  Estimated Accuracy
 DL0933;SPC AR S     -   496,240.      221,180.      MT  (+/- 180 meters Scaled)
 DL0933
 DL0933                          SUPERSEDED SURVEY CONTROL
 DL0933
 DL0933  NGVD 29 (??/??/??)   81.283  (m)          266.68   (f) ADJUSTED    1 1
 DL0933
 DL0933.Superseded values are not recommended for survey control.
 DL0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0933.See file dsdata.txt to determine how the superseded data were derived.
 DL0933
 DL0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT140092(NAD 83)
 DL0933_MARKER: R = RIVET
 DL0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0933_SP_SET: FOUNDATION
 DL0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0933
 DL0933  HISTORY     - Date     Condition        Report By
 DL0933  HISTORY     - UNK      MONUMENTED       MPRR
 DL0933  HISTORY     - 1935     GOOD             NGS
 DL0933  HISTORY     - 1963     GOOD             NGS
 DL0933  HISTORY     - 1977     GOOD             NGS
 DL0933
 DL0933                          STATION DESCRIPTION
 DL0933
 DL0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0933'0.1 MI SW FROM CLEAR LAKE JUNCTION.
 DL0933'0.1 MILE S.W. OF CLEAR LAKE JUNCTION, ALONG THE M.P. TRACK.  10 FEET
 DL0933'W. OF CENTERLINE OF SOUTHBOUND TRACK.  50 FEET E. OF HIGHWAY 67.  TOP
 DL0933'CENTER OF E. SIDE OF W. CONCRETE FOUNDATION OF SIGNAL BRIDGE, 21 POLES
 DL0933'SW OF MP 480.  NOTE-- SIGNAL BRIDGE HAS BEEN REMOVED.  A NEW SIGNAL
 DL0933'BRIDGE HAS BEEN BUILT JUST NE OF THE FOUNDATIONS FOR THE ORIGINAL ONE.
 DL0933
 DL0933                          STATION RECOVERY (1963)
 DL0933
 DL0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0933'RECOVERED IN GOOD CONDITION.
 DL0933
 DL0933                          STATION RECOVERY (1977)
 DL0933
 DL0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DL0933'1.8 MILES SOUTHWEST ALONG INTERSTATE 30 FROM THE WEST END OF BRIDGE
 DL0933'OVER THE RED RIVER , THENCE 1.1 MILES SOUTHWEST ALONG THE LEVEE,
 DL0933'THENCE 0.1 MILE SOUTHEAST TO U.S. HIGHWAY 67, THENCE 6.4 MILES
 DL0933'SOUTHWEST ON U.S. HIGHWAY 67 , AT A ARCH OVER THE MISSOURI PACIFIC
 DL0933'RAILROAD, 142 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 67, 56
 DL0933'FEET SOUTHEAST OF THE CENTER OF OLD HIGHWAY, 14 FEET SOUTHWEST OF
 DL0933'THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR A ARCH OVER
 DL0933'THE RAILROAD TRACKS SUPPORTING A SIGNAL LIGHT, 11 FEET NORTHWEST
 DL0933'OF THE NORTHWEST RAIL, ABOUT 50 YARDS NORTHEAST OF TRACK ROAD
 DL0933'CROSSING THE TRACKS, A MONEL METAL RIVER SET IN THE CENTER OF THE TOP
 DL0933'OF A 3 FOOT BY 4 FOOT CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0999 ***********************************************************************
 FF0999  DESIGNATION -  RV 69
 FF0999  PID         -  FF0999
 FF0999  STATE/COUNTY-  AR/JACKSON
 FF0999  USGS QUAD   -  SWIFTON WEST (1980)
 FF0999
 FF0999                         *CURRENT SURVEY CONTROL
 FF0999  ___________________________________________________________________
 FF0999* NAD 83(1986)-  35 49 15.     (N)    091 08 02.     (W)     SCALED    
 FF0999* NAVD 88     -        75.38   (+/-2cm)     247.3    (feet)  VERTCON   
 FF0999  ___________________________________________________________________
 FF0999  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF0999
 FF0999  VERT ORDER  -  ? (See Below)
 FF0999
 FF0999.The horizontal coordinates were scaled from a topographic map and have
 FF0999.an estimated accuracy of +/- 6 seconds.
 FF0999
 FF0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0999.The vertical order pertains to the NGVD 29 superseded value.
 FF0999
 FF0999.The geoid height was determined by GEOID03.
 FF0999
 FF0999;                    North         East    Units  Estimated Accuracy
 FF0999;SPC AR N     -   165,370.      478,260.      MT  (+/- 180 meters Scaled)
 FF0999
 FF0999                          SUPERSEDED SURVEY CONTROL
 FF0999
 FF0999  NGVD 29 (??/??/??)   75.303  (m)          247.06   (f) ADJUSTED    ?  
 FF0999
 FF0999.Superseded values are not recommended for survey control.
 FF0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0999.See file dsdata.txt to determine how the superseded data were derived.
 FF0999
 FF0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV685656(NAD 83)
 FF0999_MARKER: R = RIVET
 FF0999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0999_SP_SET: CULVERT
 FF0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0999
 FF0999  HISTORY     - Date     Condition        Report By
 FF0999  HISTORY     - UNK      MONUMENTED       MPRR
 FF0999  HISTORY     - 1931     GOOD             CGS
 FF0999  HISTORY     - 1934     GOOD             CGS
 FF0999
 FF0999                          STATION DESCRIPTION
 FF0999
 FF0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0999'0.3 MI SW FROM SWIFTON.
 FF0999'ABOUT 0.3 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0999'FROM SWIFTON, JACKSON COUNTY, OPPOSITE POLE 244+28, AND IN THE
 FF0999'CENTER OF THE EAST HEAD WALL OF AN 18-INCH CONCRETE CULVERT
 FF0999'UNDER UNITED STATES HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
 FF0999
 FF0999                          STATION RECOVERY (1934)
 FF0999
 FF0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1000 ***********************************************************************
 FF1000  DESIGNATION -  RV 69 RESET
 FF1000  PID         -  FF1000
 FF1000  STATE/COUNTY-  AR/JACKSON
 FF1000  USGS QUAD   -  SWIFTON WEST (1980)
 FF1000
 FF1000                         *CURRENT SURVEY CONTROL
 FF1000  ___________________________________________________________________
 FF1000* NAD 83(1986)-  35 49 16.     (N)    091 08 02.     (W)     SCALED    
 FF1000* NAVD 88     -        75.39   (+/-2cm)     247.3    (feet)  VERTCON   
 FF1000  ___________________________________________________________________
 FF1000  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF1000
 FF1000  VERT ORDER  -  ? (See Below)
 FF1000
 FF1000.The horizontal coordinates were scaled from a topographic map and have
 FF1000.an estimated accuracy of +/- 6 seconds.
 FF1000
 FF1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1000.The vertical order pertains to the NGVD 29 superseded value.
 FF1000
 FF1000.The geoid height was determined by GEOID03.
 FF1000
 FF1000;                    North         East    Units  Estimated Accuracy
 FF1000;SPC AR N     -   165,400.      478,260.      MT  (+/- 180 meters Scaled)
 FF1000
 FF1000                          SUPERSEDED SURVEY CONTROL
 FF1000
 FF1000  NGVD 29 (??/??/??)   75.312  (m)          247.09   (f) ADJUSTED    ?  
 FF1000
 FF1000.Superseded values are not recommended for survey control.
 FF1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1000.See file dsdata.txt to determine how the superseded data were derived.
 FF1000
 FF1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV685657(NAD 83)
 FF1000_MARKER: DB = BENCH MARK DISK
 FF1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1000_STAMPING: RV 69 RESET 1961
 FF1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1000+STABILITY: SURFACE MOTION
 FF1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1000+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002
 FF1000
 FF1000  HISTORY     - Date     Condition        Report By
 FF1000  HISTORY     - 1961     MONUMENTED       CGS
 FF1000  HISTORY     - 20020925 GOOD             USACE
 FF1000
 FF1000                          STATION DESCRIPTION
 FF1000
 FF1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FF1000'0.3 MI SW FROM SWIFTON.
 FF1000'THIS MARK IS LOCATED 0.3 MILE SOUTHWEST ALONG THE MISSOURI
 FF1000'PACIFIC RAILROAD FROM SWIFTON, AT THE NORTHEAST ANGLE WITH THE
 FF1000'JUNCTION WITH A SIDEROAD AND U.S. HIGHWAY 67, 89 FEET EAST OF THE
 FF1000'EAST RAIL OF THE TRACK, 28 FEET NORTH OF THE CENTER OF THE ROAD
 FF1000'LEADING EAST, 3 FEET SOUTH OF A POWER POLE, 20 FEET NORTHWEST OF
 FF1000'A FENCE CORNER AND 1 FOOT EAST OF A METAL WITNESS POST, AND SET
 FF1000'IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 FF1000
 FF1000                          STATION RECOVERY (2002)
 FF1000
 FF1000'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1000'THE STATION IS 14.4 FT W OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0938 ***********************************************************************
 DL0938  DESIGNATION -  RV 690
 DL0938  PID         -  DL0938
 DL0938  STATE/COUNTY-  AR/MILLER
 DL0938  USGS QUAD   -  HOMAN (1975)
 DL0938
 DL0938                         *CURRENT SURVEY CONTROL
 DL0938  ___________________________________________________________________
 DL0938* NAD 83(1986)-  33 32 10.     (N)    093 54 00.     (W)     SCALED    
 DL0938* NAVD 88     -        79.813  (meters)     261.85   (feet)  ADJUSTED  
 DL0938  ___________________________________________________________________
 DL0938  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL0938  DYNAMIC HT  -          79.729 (meters)     261.58  (feet)  COMP
 DL0938  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 DL0938
 DL0938  VERT ORDER  -  FIRST     CLASS I
 DL0938
 DL0938.The horizontal coordinates were scaled from a topographic map and have
 DL0938.an estimated accuracy of +/- 6 seconds.
 DL0938
 DL0938.The orthometric height was determined by differential leveling
 DL0938.and adjusted by the National Geodetic Survey in June 1991..
 DL0938
 DL0938.The geoid height was determined by GEOID03.
 DL0938
 DL0938.The dynamic height is computed by dividing the NAVD 88
 DL0938.geopotential number by the normal gravity value computed on the
 DL0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0938.degrees latitude (g = 980.6199 gals.).
 DL0938
 DL0938.The modeled gravity was interpolated from observed gravity values.
 DL0938
 DL0938;                    North         East    Units  Estimated Accuracy
 DL0938;SPC AR S     -   498,070.      223,540.      MT  (+/- 180 meters Scaled)
 DL0938
 DL0938                          SUPERSEDED SURVEY CONTROL
 DL0938
 DL0938  NGVD 29 (??/??/??)   79.827  (m)          261.90   (f) ADJUSTED    1 1
 DL0938
 DL0938.Superseded values are not recommended for survey control.
 DL0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0938.See file dsdata.txt to determine how the superseded data were derived.
 DL0938
 DL0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT164110(NAD 83)
 DL0938_MARKER: R = RIVET
 DL0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0938_SP_SET: CULVERT
 DL0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0938
 DL0938  HISTORY     - Date     Condition        Report By
 DL0938  HISTORY     - UNK      MONUMENTED       MPRR
 DL0938  HISTORY     - 1935     GOOD             NGS
 DL0938  HISTORY     - 1963     GOOD             NGS
 DL0938  HISTORY     - 1977     GOOD             NGS
 DL0938
 DL0938                          STATION DESCRIPTION
 DL0938
 DL0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0938'0.8 MI SW FROM HOMAN.
 DL0938'ABOUT 0.8 MILES S.W. OF HOMAN, ALONG THE M. P. TRACK.  70 FEET W. OF
 DL0938'CENTERLINE OF TRACK.  TOP CENTER OF E. HEADWALL OF A DOUBLE BARREL 3X6
 DL0938'CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 67, 26 POLES SW OF MP 478.
 DL0938
 DL0938                          STATION RECOVERY (1963)
 DL0938
 DL0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0938'RECOVERED IN GOOD CONDITION.
 DL0938
 DL0938                          STATION RECOVERY (1977)
 DL0938
 DL0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DL0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0939 ***********************************************************************
 DL0939  DESIGNATION -  RV 691
 DL0939  PID         -  DL0939
 DL0939  STATE/COUNTY-  AR/MILLER
 DL0939  USGS QUAD   -  HOMAN (1975)
 DL0939
 DL0939                         *CURRENT SURVEY CONTROL
 DL0939  ___________________________________________________________________
 DL0939* NAD 83(1986)-  33 32 25.     (N)    093 53 26.     (W)     SCALED    
 DL0939* NAVD 88     -        80.75   (+/-2cm)     264.9    (feet)  VERTCON   
 DL0939  ___________________________________________________________________
 DL0939  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL0939
 DL0939  VERT ORDER  -  ? (See Below)
 DL0939
 DL0939.The horizontal coordinates were scaled from a topographic map and have
 DL0939.an estimated accuracy of +/- 6 seconds.
 DL0939
 DL0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0939.The vertical order pertains to the NGVD 29 superseded value.
 DL0939
 DL0939.The geoid height was determined by GEOID03.
 DL0939
 DL0939;                    North         East    Units  Estimated Accuracy
 DL0939;SPC AR S     -   498,520.      224,420.      MT  (+/- 180 meters Scaled)
 DL0939
 DL0939                          SUPERSEDED SURVEY CONTROL
 DL0939
 DL0939  NGVD 29 (??/??/92)   80.763  (m)          264.97   (f) ADJ UNCH    ?  
 DL0939
 DL0939.Superseded values are not recommended for survey control.
 DL0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0939.See file dsdata.txt to determine how the superseded data were derived.
 DL0939
 DL0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT173115(NAD 83)
 DL0939_MARKER: R = RIVET
 DL0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0939_SP_SET: CULVERT
 DL0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0939
 DL0939  HISTORY     - Date     Condition        Report By
 DL0939  HISTORY     - UNK      MONUMENTED       MPRR
 DL0939  HISTORY     - 1935     GOOD             NGS
 DL0939  HISTORY     - 1963     GOOD             NGS
 DL0939
 DL0939                          STATION DESCRIPTION
 DL0939
 DL0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0939'0.2 MI SW FROM HOMAN.
 DL0939'ABOUT 0.2 MILE S.W. OF HOMAN, ALONG THE M.P. TRACK 10 FEET W. OF
 DL0939'TRACK.  40 FEET E. OF HIGHWAY 67.  TOP CENTER OF W. HEADWALL OF A 3X3
 DL0939'CONCRETE BOX CULVERT UNDER RAILWAY.  3 FEET BELOW TOP OF RAIL, AT
 DL0939'MILEPOST 478.
 DL0939
 DL0939                          STATION RECOVERY (1963)
 DL0939
 DL0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0947 ***********************************************************************
 DL0947  DESIGNATION -  RV 696
 DL0947  PID         -  DL0947
 DL0947  STATE/COUNTY-  AR/MILLER
 DL0947  USGS QUAD   -  FULTON (1975)
 DL0947
 DL0947                         *CURRENT SURVEY CONTROL
 DL0947  ___________________________________________________________________
 DL0947* NAD 83(1986)-  33 34 19.     (N)    093 51 04.     (W)     SCALED    
 DL0947* NAVD 88     -        80.24   (+/-2cm)     263.3    (feet)  VERTCON   
 DL0947  ___________________________________________________________________
 DL0947  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DL0947
 DL0947  VERT ORDER  -  ? (See Below)
 DL0947
 DL0947.The horizontal coordinates were scaled from a topographic map and have
 DL0947.an estimated accuracy of +/- 6 seconds.
 DL0947
 DL0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0947.The vertical order pertains to the NGVD 29 superseded value.
 DL0947
 DL0947.The geoid height was determined by GEOID03.
 DL0947
 DL0947;                    North         East    Units  Estimated Accuracy
 DL0947;SPC AR S     -   501,960.      228,150.      MT  (+/- 180 meters Scaled)
 DL0947
 DL0947                          SUPERSEDED SURVEY CONTROL
 DL0947
 DL0947  NGVD 29 (??/??/92)   80.258  (m)          263.31   (f) ADJ UNCH    ?  
 DL0947
 DL0947.Superseded values are not recommended for survey control.
 DL0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0947.See file dsdata.txt to determine how the superseded data were derived.
 DL0947
 DL0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT210150(NAD 83)
 DL0947_MARKER: R = RIVET
 DL0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0947_SP_SET: FOUNDATION
 DL0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0947
 DL0947  HISTORY     - Date     Condition        Report By
 DL0947  HISTORY     - UNK      MONUMENTED       MPRR
 DL0947  HISTORY     - 1935     GOOD             NGS
 DL0947  HISTORY     - 1963     GOOD             NGS
 DL0947
 DL0947                          STATION DESCRIPTION
 DL0947
 DL0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0947'3 MI NE FROM HOMAN.
 DL0947'ABOUT 3 MILES N.E. OF HOMAN, ALONG THE M.P. TRACK.  10 FEET E. OF
 DL0947'CENTERLINE OF RAILWAY.  TOP N.E. CORNER OF CONCRETE FOUNDATION OF A
 DL0947'RELAY CASE.  300 YDS. E. OF HIGHWAY 67, 33 POLES SW OF MP 474. NOTE--
 DL0947'A NEW RELAY CASE HAS BEEN BUILT BUT THE BASE OF THE FORMER RELAY CASE
 DL0947'REMAINS.
 DL0947
 DL0947                          STATION RECOVERY (1963)
 DL0947
 DL0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0948 ***********************************************************************
 DL0948  DESIGNATION -  RV 697
 DL0948  PID         -  DL0948
 DL0948  STATE/COUNTY-  AR/MILLER
 DL0948  USGS QUAD   -  FULTON (1975)
 DL0948
 DL0948                         *CURRENT SURVEY CONTROL
 DL0948  ___________________________________________________________________
 DL0948* NAD 83(1986)-  33 34 50.     (N)    093 50 44.     (W)     SCALED    
 DL0948* NAVD 88     -        80.160  (meters)     262.99   (feet)  ADJUSTED  
 DL0948  ___________________________________________________________________
 DL0948  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL0948  DYNAMIC HT  -          80.075 (meters)     262.71  (feet)  COMP
 DL0948  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 DL0948
 DL0948  VERT ORDER  -  SECOND    CLASS 0
 DL0948
 DL0948.The horizontal coordinates were scaled from a topographic map and have
 DL0948.an estimated accuracy of +/- 6 seconds.
 DL0948
 DL0948.The orthometric height was determined by differential leveling
 DL0948.and adjusted by the National Geodetic Survey in June 1991..
 DL0948
 DL0948.The geoid height was determined by GEOID03.
 DL0948
 DL0948.The dynamic height is computed by dividing the NAVD 88
 DL0948.geopotential number by the normal gravity value computed on the
 DL0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0948.degrees latitude (g = 980.6199 gals.).
 DL0948
 DL0948.The modeled gravity was interpolated from observed gravity values.
 DL0948
 DL0948;                    North         East    Units  Estimated Accuracy
 DL0948;SPC AR S     -   502,910.      228,680.      MT  (+/- 180 meters Scaled)
 DL0948
 DL0948                          SUPERSEDED SURVEY CONTROL
 DL0948
 DL0948  NGVD 29 (??/??/92)   80.178  (m)          263.05   (f) ADJ UNCH    2 0
 DL0948
 DL0948.Superseded values are not recommended for survey control.
 DL0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0948.See file dsdata.txt to determine how the superseded data were derived.
 DL0948
 DL0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT215159(NAD 83)
 DL0948_MARKER: R = RIVET
 DL0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0948_SP_SET: CONCRETE FOUNDATION
 DL0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0948
 DL0948  HISTORY     - Date     Condition        Report By
 DL0948  HISTORY     - UNK      MONUMENTED       MPRR
 DL0948  HISTORY     - 1935     GOOD             NGS
 DL0948  HISTORY     - 1963     GOOD             NGS
 DL0948
 DL0948                          STATION DESCRIPTION
 DL0948
 DL0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0948'3.6 MI NE FROM HOMAN.
 DL0948'ABOUT 3.6 MILES N.E. OF HOMAN, ALONG THE M.P. TRACK.  12 FEET E. OF
 DL0948'CENTERLINE OF TRACK.  450 YDS. E. OF HIGHWAY 67.  TOP N.E. CORNER OF
 DL0948'CONCRETE FOUNDATION OF A RELAY CASE, 6 POLES SW OF MP 474.  NOTE-- A
 DL0948'NEW RELAY CASE HAS BEEN BUILT BUT THE BASE OF THE FORMER CASE REMAINS.
 DL0948
 DL0948                          STATION RECOVERY (1963)
 DL0948
 DL0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0950 ***********************************************************************
 DL0950  DESIGNATION -  RV 699
 DL0950  PID         -  DL0950
 DL0950  STATE/COUNTY-  AR/MILLER
 DL0950  USGS QUAD   -  FULTON (1975)
 DL0950
 DL0950                         *CURRENT SURVEY CONTROL
 DL0950  ___________________________________________________________________
 DL0950* NAD 83(1986)-  33 35 28.     (N)    093 50 13.     (W)     SCALED    
 DL0950* NAVD 88     -        81.315  (meters)     266.78   (feet)  ADJUSTED  
 DL0950  ___________________________________________________________________
 DL0950  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL0950  DYNAMIC HT  -          81.230 (meters)     266.50  (feet)  COMP
 DL0950  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 DL0950
 DL0950  VERT ORDER  -  FIRST     CLASS I
 DL0950
 DL0950.The horizontal coordinates were scaled from a topographic map and have
 DL0950.an estimated accuracy of +/- 6 seconds.
 DL0950
 DL0950.The orthometric height was determined by differential leveling
 DL0950.and adjusted by the National Geodetic Survey in June 1991..
 DL0950
 DL0950.The geoid height was determined by GEOID03.
 DL0950
 DL0950.The dynamic height is computed by dividing the NAVD 88
 DL0950.geopotential number by the normal gravity value computed on the
 DL0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0950.degrees latitude (g = 980.6199 gals.).
 DL0950
 DL0950.The modeled gravity was interpolated from observed gravity values.
 DL0950
 DL0950;                    North         East    Units  Estimated Accuracy
 DL0950;SPC AR S     -   504,060.      229,500.      MT  (+/- 180 meters Scaled)
 DL0950
 DL0950                          SUPERSEDED SURVEY CONTROL
 DL0950
 DL0950  NGVD 29 (??/??/??)   81.328  (m)          266.82   (f) ADJUSTED    1 1
 DL0950
 DL0950.Superseded values are not recommended for survey control.
 DL0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0950.See file dsdata.txt to determine how the superseded data were derived.
 DL0950
 DL0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT223171(NAD 83)
 DL0950_MARKER: R = RIVET
 DL0950_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0950_SP_SET: ABUTMENT
 DL0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0950
 DL0950  HISTORY     - Date     Condition        Report By
 DL0950  HISTORY     - UNK      MONUMENTED       MPRR
 DL0950  HISTORY     - 1935     GOOD             NGS
 DL0950  HISTORY     - 1963     GOOD             NGS
 DL0950  HISTORY     - 1977     GOOD             NGS
 DL0950
 DL0950                          STATION DESCRIPTION
 DL0950
 DL0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0950'2.0 MI SW FROM FULTON.
 DL0950'ABOUT 2.0 MILES S.W. OF FULTON, ALONG THE M. P. TRACKS.  7 FEET W. OF
 DL0950'CENTERLINE OF TRACK.  4 POLES N. OF OVERPASS OF HIGHWAY 67.  TOP
 DL0950'CENTER OF W SIDE OF CONCRETE BACKWALL OF N ABUTMENT OF BRIDGE 782, 11
 DL0950'1/2 POLES SW OF MP 473.
 DL0950
 DL0950                          STATION RECOVERY (1963)
 DL0950
 DL0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0950'RECOVERED IN GOOD CONDITION.
 DL0950
 DL0950                          STATION RECOVERY (1977)
 DL0950
 DL0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DL0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0073 ***********************************************************************
 GG0073  DESIGNATION -  RV 7
 GG0073  PID         -  GG0073
 GG0073  STATE/COUNTY-  AR/WASHINGTON
 GG0073  USGS QUAD   -  SPRINGDALE (1994)
 GG0073
 GG0073                         *CURRENT SURVEY CONTROL
 GG0073  ___________________________________________________________________
 GG0073* NAD 83(1986)-  36 11 05.     (N)    094 07 43.     (W)     SCALED    
 GG0073* NAVD 88     -       403.833  (meters)    1324.91   (feet)  ADJUSTED  
 GG0073  ___________________________________________________________________
 GG0073  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0073  DYNAMIC HT  -         403.473 (meters)    1323.73  (feet)  COMP
 GG0073  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 GG0073
 GG0073  VERT ORDER  -  FIRST     CLASS II
 GG0073
 GG0073.The horizontal coordinates were scaled from a topographic map and have
 GG0073.an estimated accuracy of +/- 6 seconds.
 GG0073
 GG0073.The orthometric height was determined by differential leveling
 GG0073.and adjusted by the National Geodetic Survey in June 1991..
 GG0073
 GG0073.The geoid height was determined by GEOID03.
 GG0073
 GG0073.The dynamic height is computed by dividing the NAVD 88
 GG0073.geopotential number by the normal gravity value computed on the
 GG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0073.degrees latitude (g = 980.6199 gals.).
 GG0073
 GG0073.The modeled gravity was interpolated from observed gravity values.
 GG0073
 GG0073;                    North         East    Units  Estimated Accuracy
 GG0073;SPC AR N     -   207,470.      208,540.      MT  (+/- 180 meters Scaled)
 GG0073
 GG0073                          SUPERSEDED SURVEY CONTROL
 GG0073
 GG0073  NGVD 29 (??/??/92)  403.700  (m)         1324.47   (f) ADJ UNCH    1 2
 GG0073
 GG0073.Superseded values are not recommended for survey control.
 GG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0073.See file dsdata.txt to determine how the superseded data were derived.
 GG0073
 GG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA985050(NAD 83)
 GG0073_MARKER: R = RIVET
 GG0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0073_SP_SET: PLATFORM
 GG0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0073
 GG0073  HISTORY     - Date     Condition        Report By
 GG0073  HISTORY     - UNK      MONUMENTED       SLSFRR
 GG0073  HISTORY     - 1960     GOOD             NGS
 GG0073  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0073  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0073
 GG0073                          STATION DESCRIPTION
 GG0073
 GG0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0073'AT SPRINGDALE.
 GG0073'AT SPRINGDALE, WASHINGTON COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GG0073'RAILWAY, AT A STREET CROSSING, AND IN THE SOUTHWEST CORNER OF THE
 GG0073'PASSENGER-STATION PLATFORM.  A STANDARD MONEL-METAL RIVET.
 GG0073
 GG0073                          STATION RECOVERY (1987)
 GG0073
 GG0073'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0073'MARK NOT FOUND.
 GG0073
 GG0073                          STATION RECOVERY (1989)
 GG0073
 GG0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0073'THE OLD RAILROAD STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1329 ***********************************************************************
 FF1329  DESIGNATION -  RV 7
 FF1329  PID         -  FF1329
 FF1329  STATE/COUNTY-  AR/WHITE
 FF1329  USGS QUAD   -  BALD KNOB (1994)
 FF1329
 FF1329                         *CURRENT SURVEY CONTROL
 FF1329  ___________________________________________________________________
 FF1329* NAD 83(1986)-  35 17 00.     (N)    091 36 39.     (W)     SCALED    
 FF1329* NAVD 88     -        66.145  (meters)     217.01   (feet)  ADJUSTED  
 FF1329  ___________________________________________________________________
 FF1329  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1329  DYNAMIC HT  -          66.085 (meters)     216.81  (feet)  COMP
 FF1329  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FF1329
 FF1329  VERT ORDER  -  FIRST     CLASS II
 FF1329
 FF1329.The horizontal coordinates were scaled from a topographic map and have
 FF1329.an estimated accuracy of +/- 6 seconds.
 FF1329
 FF1329.The orthometric height was determined by differential leveling
 FF1329.and adjusted by the National Geodetic Survey in June 1991..
 FF1329
 FF1329.The geoid height was determined by GEOID03.
 FF1329
 FF1329.The dynamic height is computed by dividing the NAVD 88
 FF1329.geopotential number by the normal gravity value computed on the
 FF1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1329.degrees latitude (g = 980.6199 gals.).
 FF1329
 FF1329.The modeled gravity was interpolated from observed gravity values.
 FF1329
 FF1329;                    North         East    Units  Estimated Accuracy
 FF1329;SPC AR N     -   105,460.      435,400.      MT  (+/- 180 meters Scaled)
 FF1329
 FF1329                          SUPERSEDED SURVEY CONTROL
 FF1329
 FF1329  NGVD 29 (??/??/??)   66.099  (m)          216.86   (f) ADJUSTED    1 2
 FF1329
 FF1329.Superseded values are not recommended for survey control.
 FF1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1329.See file dsdata.txt to determine how the superseded data were derived.
 FF1329
 FF1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV263053(NAD 83)
 FF1329_MARKER: R = RIVET
 FF1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1329_SP_SET: CULVERT
 FF1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1329
 FF1329  HISTORY     - Date     Condition        Report By
 FF1329  HISTORY     - UNK      MONUMENTED       MPRR
 FF1329  HISTORY     - 1931     GOOD             CGS
 FF1329  HISTORY     - 1934     GOOD             CGS
 FF1329
 FF1329                          STATION DESCRIPTION
 FF1329
 FF1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1329'1.2 MI NE FROM JUDSONIA.
 FF1329'ABOUT 1-1/4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1329'FROM JUDSONIA, WHITE COUNTY, AT POLE 291+12, AND IN THE CENTER
 FF1329'OF THE WEST HEAD WALL OF A 4- BY 6-FOOT CONCRETE CULVERT (FORMERLY
 FF1329'BRIDGE 364.)  A STANDARD MONEL-METAL RIVET.
 FF1329
 FF1329                          STATION RECOVERY (1934)
 FF1329
 FF1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1003 ***********************************************************************
 FF1003  DESIGNATION -  RV 70
 FF1003  PID         -  FF1003
 FF1003  STATE/COUNTY-  AR/JACKSON
 FF1003  USGS QUAD   -  SWIFTON WEST (1980)
 FF1003
 FF1003                         *CURRENT SURVEY CONTROL
 FF1003  ___________________________________________________________________
 FF1003* NAD 83(1986)-  35 49 41.     (N)    091 07 45.     (W)     SCALED    
 FF1003* NAVD 88     -        76.497  (meters)     250.97   (feet)  ADJUSTED  
 FF1003  ___________________________________________________________________
 FF1003  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF1003  DYNAMIC HT  -          76.433 (meters)     250.76  (feet)  COMP
 FF1003  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 FF1003
 FF1003  VERT ORDER  -  FIRST     CLASS II
 FF1003
 FF1003.The horizontal coordinates were scaled from a topographic map and have
 FF1003.an estimated accuracy of +/- 6 seconds.
 FF1003
 FF1003.The orthometric height was determined by differential leveling
 FF1003.and adjusted by the National Geodetic Survey in June 1991..
 FF1003
 FF1003.The geoid height was determined by GEOID03.
 FF1003
 FF1003.The dynamic height is computed by dividing the NAVD 88
 FF1003.geopotential number by the normal gravity value computed on the
 FF1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1003.degrees latitude (g = 980.6199 gals.).
 FF1003
 FF1003.The modeled gravity was interpolated from observed gravity values.
 FF1003
 FF1003;                    North         East    Units  Estimated Accuracy
 FF1003;SPC AR N     -   166,180.      478,680.      MT  (+/- 180 meters Scaled)
 FF1003
 FF1003                          SUPERSEDED SURVEY CONTROL
 FF1003
 FF1003  NGVD 29 (??/??/??)   76.422  (m)          250.73   (f) ADJUSTED    1 2
 FF1003
 FF1003.Superseded values are not recommended for survey control.
 FF1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1003.See file dsdata.txt to determine how the superseded data were derived.
 FF1003
 FF1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV689664(NAD 83)
 FF1003_MARKER: R = RIVET
 FF1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1003+STABILITY: SURFACE MOTION
 FF1003
 FF1003  HISTORY     - Date     Condition        Report By
 FF1003  HISTORY     - UNK      MONUMENTED       MPRR
 FF1003  HISTORY     - 1931     GOOD             CGS
 FF1003  HISTORY     - 1934     GOOD             CGS
 FF1003  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF1003
 FF1003                          STATION DESCRIPTION
 FF1003
 FF1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1003'AT SWIFTON.
 FF1003'AT THE NORTHEAST EDGE OF SWIFTON, JACKSON COUNTY, ON THE MAIN
 FF1003'LINE OF THE MISSOURI PACIFIC RAILROAD, OPPOSITE POLE 244+03, AND
 FF1003'IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL
 FF1003'2440.  A STANDARD MONEL-METAL RIVET.
 FF1003
 FF1003                          STATION RECOVERY (1934)
 FF1003
 FF1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1003'RECOVERED IN GOOD CONDITION.
 FF1003
 FF1003                          STATION RECOVERY (2002)
 FF1003
 FF1003'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0952 ***********************************************************************
 DL0952  DESIGNATION -  RV 700
 DL0952  PID         -  DL0952
 DL0952  STATE/COUNTY-  AR/MILLER
 DL0952  USGS QUAD   -  FULTON (1975)
 DL0952
 DL0952                         *CURRENT SURVEY CONTROL
 DL0952  ___________________________________________________________________
 DL0952* NAD 83(1986)-  33 35 49.     (N)    093 49 45.     (W)     SCALED    
 DL0952* NAVD 88     -        81.430  (meters)     267.16   (feet)  ADJUSTED  
 DL0952  ___________________________________________________________________
 DL0952  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL0952  DYNAMIC HT  -          81.344 (meters)     266.88  (feet)  COMP
 DL0952  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 DL0952
 DL0952  VERT ORDER  -  FIRST     CLASS I
 DL0952
 DL0952.The horizontal coordinates were scaled from a topographic map and have
 DL0952.an estimated accuracy of +/- 6 seconds.
 DL0952
 DL0952.The orthometric height was determined by differential leveling
 DL0952.and adjusted by the National Geodetic Survey in June 1991..
 DL0952
 DL0952.The geoid height was determined by GEOID03.
 DL0952
 DL0952.The dynamic height is computed by dividing the NAVD 88
 DL0952.geopotential number by the normal gravity value computed on the
 DL0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0952.degrees latitude (g = 980.6199 gals.).
 DL0952
 DL0952.The modeled gravity was interpolated from observed gravity values.
 DL0952
 DL0952;                    North         East    Units  Estimated Accuracy
 DL0952;SPC AR S     -   504,700.      230,240.      MT  (+/- 180 meters Scaled)
 DL0952
 DL0952                          SUPERSEDED SURVEY CONTROL
 DL0952
 DL0952  NGVD 29 (??/??/??)   81.442  (m)          267.20   (f) ADJUSTED    1 1
 DL0952
 DL0952.Superseded values are not recommended for survey control.
 DL0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0952.See file dsdata.txt to determine how the superseded data were derived.
 DL0952
 DL0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT230177(NAD 83)
 DL0952_MARKER: R = RIVET
 DL0952_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0952_SP_SET: FOUNDATION
 DL0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0952
 DL0952  HISTORY     - Date     Condition        Report By
 DL0952  HISTORY     - UNK      MONUMENTED       MPRR
 DL0952  HISTORY     - 1935     GOOD             NGS
 DL0952  HISTORY     - 1963     GOOD             NGS
 DL0952  HISTORY     - 1977     GOOD             NGS
 DL0952
 DL0952                          STATION DESCRIPTION
 DL0952
 DL0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0952'1.5 MI SW FROM FULTON.
 DL0952'1.5 MILE S.W. OF FULTON, ALONG THE M. P. TRACK.  10 FEET W. OF
 DL0952'CENTERLINE OF TRACK.  300 YDS. W. OF HIGHWAY 65.  TOP NORTH-EAST
 DL0952'CORNER OF CONCRETE FOUNDATION OF SIGNAL 472-9, 29 POLES SW OF MP 472.
 DL0952
 DL0952                          STATION RECOVERY (1963)
 DL0952
 DL0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0952'RECOVERED IN GOOD CONDITION.
 DL0952
 DL0952                          STATION RECOVERY (1977)
 DL0952
 DL0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DL0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0953 ***********************************************************************
 DL0953  DESIGNATION -  RV 701
 DL0953  PID         -  DL0953
 DL0953  STATE/COUNTY-  AR/MILLER
 DL0953  USGS QUAD   -  FULTON (1975)
 DL0953
 DL0953                         *CURRENT SURVEY CONTROL
 DL0953  ___________________________________________________________________
 DL0953* NAD 83(1986)-  33 36 14.     (N)    093 49 23.     (W)     SCALED    
 DL0953* NAVD 88     -        81.070  (meters)     265.98   (feet)  ADJUSTED  
 DL0953  ___________________________________________________________________
 DL0953  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL0953  DYNAMIC HT  -          80.985 (meters)     265.70  (feet)  COMP
 DL0953  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 DL0953
 DL0953  VERT ORDER  -  FIRST     CLASS I
 DL0953
 DL0953.The horizontal coordinates were scaled from a topographic map and have
 DL0953.an estimated accuracy of +/- 6 seconds.
 DL0953
 DL0953.The orthometric height was determined by differential leveling
 DL0953.and adjusted by the National Geodetic Survey in June 1991..
 DL0953.WARNING-Repeat measurements at this control monument indicate possible
 DL0953.vertical movement.
 DL0953
 DL0953.The geoid height was determined by GEOID03.
 DL0953
 DL0953.The dynamic height is computed by dividing the NAVD 88
 DL0953.geopotential number by the normal gravity value computed on the
 DL0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0953.degrees latitude (g = 980.6199 gals.).
 DL0953
 DL0953.The modeled gravity was interpolated from observed gravity values.
 DL0953
 DL0953;                    North         East    Units  Estimated Accuracy
 DL0953;SPC AR S     -   505,460.      230,820.      MT  (+/- 180 meters Scaled)
 DL0953
 DL0953                          SUPERSEDED SURVEY CONTROL
 DL0953
 DL0953  NGVD 29 (??/??/??)   81.082  (m)          266.02   (f) ADJUSTED    1 1
 DL0953
 DL0953.Superseded values are not recommended for survey control.
 DL0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0953.See file dsdata.txt to determine how the superseded data were derived.
 DL0953
 DL0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT236185(NAD 83)
 DL0953_MARKER: R = RIVET
 DL0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0953_SP_SET: ABUTMENT
 DL0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0953
 DL0953  HISTORY     - Date     Condition        Report By
 DL0953  HISTORY     - UNK      MONUMENTED       MPRR
 DL0953  HISTORY     - 1935     GOOD             NGS
 DL0953  HISTORY     - 1963     GOOD             NGS
 DL0953  HISTORY     - 1977     GOOD             NGS
 DL0953
 DL0953                          STATION DESCRIPTION
 DL0953
 DL0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0953'0.7 MI SW FROM FULTON.
 DL0953'ABOUT 0.7 MILE S.W. OF FULTON, ALONG THE M. P. TRACKS.  7 FEET W. OF
 DL0953'CENTERLINE OF TRACK.  300 YDS. W. OF BRIDGE ON HIGHWAY 67.  TOP CENTER
 DL0953'OF W. CONCRETE BACKWALL OF S. ABUTMENT OF BRIDGE 781, 3 POLES SW OF MP
 DL0953'472.
 DL0953
 DL0953                          STATION RECOVERY (1963)
 DL0953
 DL0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0953'RECOVERED IN GOOD CONDITION.
 DL0953
 DL0953                          STATION RECOVERY (1977)
 DL0953
 DL0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DL0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0958 ***********************************************************************
 DL0958  DESIGNATION -  RV 702
 DL0958  PID         -  DL0958
 DL0958  STATE/COUNTY-  AR/HEMPSTEAD
 DL0958  USGS QUAD   -  FULTON (1975)
 DL0958
 DL0958                         *CURRENT SURVEY CONTROL
 DL0958  ___________________________________________________________________
 DL0958* NAD 83(1986)-  33 36 53.     (N)    093 48 35.     (W)     SCALED    
 DL0958* NAVD 88     -        82.07   (+/-2cm)     269.3    (feet)  VERTCON   
 DL0958  ___________________________________________________________________
 DL0958  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL0958
 DL0958  VERT ORDER  -  ? (See Below)
 DL0958
 DL0958.The horizontal coordinates were scaled from a topographic map and have
 DL0958.an estimated accuracy of +/- 6 seconds.
 DL0958
 DL0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0958.The vertical order pertains to the NGVD 29 superseded value.
 DL0958
 DL0958.The geoid height was determined by GEOID03.
 DL0958
 DL0958;                    North         East    Units  Estimated Accuracy
 DL0958;SPC AR S     -   506,640.      232,080.      MT  (+/- 180 meters Scaled)
 DL0958
 DL0958                          SUPERSEDED SURVEY CONTROL
 DL0958
 DL0958  NGVD 29 (??/??/92)   82.081  (m)          269.29   (f) ADJ UNCH    ?  
 DL0958
 DL0958.Superseded values are not recommended for survey control.
 DL0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0958.See file dsdata.txt to determine how the superseded data were derived.
 DL0958
 DL0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT248197(NAD 83)
 DL0958_MARKER: R = RIVET
 DL0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0958_SP_SET: FOUNDATION
 DL0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0958
 DL0958  HISTORY     - Date     Condition        Report By
 DL0958  HISTORY     - UNK      MONUMENTED       MPRR
 DL0958  HISTORY     - 1935     GOOD             NGS
 DL0958  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0958
 DL0958                          STATION DESCRIPTION
 DL0958
 DL0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0958'0.2 MI NE FROM FULTON.
 DL0958'ABOUT .2 MILE N.E. OF FULTON, ALONG THE M. P. TRACK.  10 FEET W. OF
 DL0958'CENTERLINE OF TRACK.  TOP W. SIDE OF OLD SEMAPHORE CONCRETE
 DL0958'FOUNDATION, 5 POLES SW OF MP 471.
 DL0958
 DL0958                          STATION RECOVERY (1963)
 DL0958
 DL0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0959 ***********************************************************************
 DL0959  DESIGNATION -  RV 703
 DL0959  PID         -  DL0959
 DL0959  STATE/COUNTY-  AR/HEMPSTEAD
 DL0959  USGS QUAD   -  FULTON (1975)
 DL0959
 DL0959                         *CURRENT SURVEY CONTROL
 DL0959  ___________________________________________________________________
 DL0959* NAD 83(1986)-  33 36 58.     (N)    093 48 16.     (W)     SCALED    
 DL0959* NAVD 88     -        85.508  (meters)     280.54   (feet)  ADJUSTED  
 DL0959  ___________________________________________________________________
 DL0959  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL0959  DYNAMIC HT  -          85.418 (meters)     280.24  (feet)  COMP
 DL0959  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 DL0959
 DL0959  VERT ORDER  -  SECOND    CLASS 0
 DL0959
 DL0959.The horizontal coordinates were scaled from a topographic map and have
 DL0959.an estimated accuracy of +/- 6 seconds.
 DL0959
 DL0959.The orthometric height was determined by differential leveling
 DL0959.and adjusted by the National Geodetic Survey in June 1991..
 DL0959
 DL0959.The geoid height was determined by GEOID03.
 DL0959
 DL0959.The dynamic height is computed by dividing the NAVD 88
 DL0959.geopotential number by the normal gravity value computed on the
 DL0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0959.degrees latitude (g = 980.6199 gals.).
 DL0959
 DL0959.The modeled gravity was interpolated from observed gravity values.
 DL0959
 DL0959;                    North         East    Units  Estimated Accuracy
 DL0959;SPC AR S     -   506,780.      232,570.      MT  (+/- 180 meters Scaled)
 DL0959
 DL0959                          SUPERSEDED SURVEY CONTROL
 DL0959
 DL0959  NGVD 29 (??/??/92)   85.524  (m)          280.59   (f) ADJ UNCH    2 0
 DL0959
 DL0959.Superseded values are not recommended for survey control.
 DL0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0959.See file dsdata.txt to determine how the superseded data were derived.
 DL0959
 DL0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT253198(NAD 83)
 DL0959_MARKER: R = RIVET
 DL0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0959_SP_SET: PEDESTAL
 DL0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0959
 DL0959  HISTORY     - Date     Condition        Report By
 DL0959  HISTORY     - UNK      MONUMENTED       MPRR
 DL0959  HISTORY     - 1935     GOOD             NGS
 DL0959  HISTORY     - 1963     GOOD             NGS
 DL0959
 DL0959                          STATION DESCRIPTION
 DL0959
 DL0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0959'0.6 MI NE FROM FULTON.
 DL0959'ABOUT 0.6 MILE N.E. OF FULTON, ALONG THE M. P. TRACK.  70 FEET E. OF
 DL0959'COUNTY HIGHWAY.  10 FEET W. OF CENTERLINE OF MAIN LINE OF RAILWAY. ON
 DL0959'TOP OF E. CORNER OF THE N.E. CONCRETE PEDESTAL OF FOUNDATION OF STEEL
 DL0959'WATER TANK, 28 POLES SW OF MP 470.  NOTE-- THE WATER TANK HAS BEEN
 DL0959'REMOVED BUT THE CONCRETE FOOTINGS REMAIN.
 DL0959
 DL0959                          STATION RECOVERY (1963)
 DL0959
 DL0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0963 ***********************************************************************
 DL0963  DESIGNATION -  RV 706
 DL0963  PID         -  DL0963
 DL0963  STATE/COUNTY-  AR/HEMPSTEAD
 DL0963  USGS QUAD   -  FULTON (1975)
 DL0963
 DL0963                         *CURRENT SURVEY CONTROL
 DL0963  ___________________________________________________________________
 DL0963* NAD 83(1986)-  33 36 59.     (N)    093 46 11.     (W)     SCALED    
 DL0963* NAVD 88     -        79.467  (meters)     260.72   (feet)  ADJUSTED  
 DL0963  ___________________________________________________________________
 DL0963  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL0963  DYNAMIC HT  -          79.384 (meters)     260.45  (feet)  COMP
 DL0963  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DL0963
 DL0963  VERT ORDER  -  SECOND    CLASS 0
 DL0963
 DL0963.The horizontal coordinates were scaled from a topographic map and have
 DL0963.an estimated accuracy of +/- 6 seconds.
 DL0963
 DL0963.The orthometric height was determined by differential leveling
 DL0963.and adjusted by the National Geodetic Survey in June 1991..
 DL0963
 DL0963.The geoid height was determined by GEOID03.
 DL0963
 DL0963.The dynamic height is computed by dividing the NAVD 88
 DL0963.geopotential number by the normal gravity value computed on the
 DL0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0963.degrees latitude (g = 980.6199 gals.).
 DL0963
 DL0963.The modeled gravity was interpolated from observed gravity values.
 DL0963
 DL0963;                    North         East    Units  Estimated Accuracy
 DL0963;SPC AR S     -   506,760.      235,790.      MT  (+/- 180 meters Scaled)
 DL0963
 DL0963                          SUPERSEDED SURVEY CONTROL
 DL0963
 DL0963  NGVD 29 (??/??/92)   79.484  (m)          260.77   (f) ADJ UNCH    2 0
 DL0963
 DL0963.Superseded values are not recommended for survey control.
 DL0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0963.See file dsdata.txt to determine how the superseded data were derived.
 DL0963
 DL0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT285198(NAD 83)
 DL0963_MARKER: R = RIVET
 DL0963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0963_SP_SET: ABUTMENT
 DL0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0963
 DL0963  HISTORY     - Date     Condition        Report By
 DL0963  HISTORY     - UNK      MONUMENTED       MPRR
 DL0963  HISTORY     - 1935     GOOD             NGS
 DL0963  HISTORY     - 1963     GOOD             NGS
 DL0963
 DL0963                          STATION DESCRIPTION
 DL0963
 DL0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0963'2.7 MI NE FROM FULTON.
 DL0963'ABOUT 2.7 MILES N.E. OF FULTON, ALONG THE M.P. TRACK.  10 FEET E. OF
 DL0963'CENTERLINE OF TRACK.  150 FEET W OF CENTERLINE OF HIGHWAY 67.  TOP
 DL0963'CENTER OF E. SIDE OF CONCRETE BACK-WALL OF S. ABUTMENT OF BRIDGE 773,
 DL0963'28 POLES SW OF MP 468.
 DL0963
 DL0963                          STATION RECOVERY (1963)
 DL0963
 DL0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0964 ***********************************************************************
 DL0964  DESIGNATION -  RV 707
 DL0964  PID         -  DL0964
 DL0964  STATE/COUNTY-  AR/HEMPSTEAD
 DL0964  USGS QUAD   -  FULTON (1975)
 DL0964
 DL0964                         *CURRENT SURVEY CONTROL
 DL0964  ___________________________________________________________________
 DL0964* NAD 83(1986)-  33 37 00.     (N)    093 46 00.     (W)     SCALED    
 DL0964* NAVD 88     -        77.39   (+/-2cm)     253.9    (feet)  VERTCON   
 DL0964  ___________________________________________________________________
 DL0964  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL0964
 DL0964  VERT ORDER  -  ? (See Below)
 DL0964
 DL0964.The horizontal coordinates were scaled from a topographic map and have
 DL0964.an estimated accuracy of +/- 6 seconds.
 DL0964
 DL0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0964.The vertical order pertains to the NGVD 29 superseded value.
 DL0964
 DL0964.The geoid height was determined by GEOID03.
 DL0964
 DL0964;                    North         East    Units  Estimated Accuracy
 DL0964;SPC AR S     -   506,780.      236,080.      MT  (+/- 180 meters Scaled)
 DL0964
 DL0964                          SUPERSEDED SURVEY CONTROL
 DL0964
 DL0964  NGVD 29 (??/??/92)   77.407  (m)          253.96   (f) ADJ UNCH    ?  
 DL0964
 DL0964.Superseded values are not recommended for survey control.
 DL0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0964.See file dsdata.txt to determine how the superseded data were derived.
 DL0964
 DL0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT288199(NAD 83)
 DL0964_MARKER: R = RIVET
 DL0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0964_SP_SET: E BELL
 DL0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0964
 DL0964  HISTORY     - Date     Condition        Report By
 DL0964  HISTORY     - UNK      MONUMENTED       MPRR
 DL0964  HISTORY     - 1935     GOOD             NGS
 DL0964  HISTORY     - 1963     GOOD             NGS
 DL0964
 DL0964                          STATION DESCRIPTION
 DL0964
 DL0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0964'2.9 FMI NE FROM FULTON.
 DL0964'ABOUT 2.9 MILES NE OF FULTON, ALONG THE M. P. RY.  12 FEET E. OF
 DL0964'CENTERLINE OF TRACK.  160 FEET W. OF CENTERLINE OF HIGHWAY 67.  30
 DL0964'FEET N. OF SIGNAL RELAY CASE.  TOP CENTER OF E. BELL OF 41 IN. BY 36
 DL0964'IN. CONCRETE PIPE UNDER RAILWAY, 17 POLES SW OF MP 468.
 DL0964
 DL0964                          STATION RECOVERY (1963)
 DL0964
 DL0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0967 ***********************************************************************
 DL0967  DESIGNATION -  RV 709
 DL0967  PID         -  DL0967
 DL0967  STATE/COUNTY-  AR/HEMPSTEAD
 DL0967  USGS QUAD   -  SPRING HILL (1975)
 DL0967
 DL0967                         *CURRENT SURVEY CONTROL
 DL0967  ___________________________________________________________________
 DL0967* NAD 83(1986)-  33 37 14.     (N)    093 44 41.     (W)     SCALED    
 DL0967* NAVD 88     -        82.62   (+/-2cm)     271.1    (feet)  VERTCON   
 DL0967  ___________________________________________________________________
 DL0967  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL0967
 DL0967  VERT ORDER  -  ? (See Below)
 DL0967
 DL0967.The horizontal coordinates were scaled from a topographic map and have
 DL0967.an estimated accuracy of +/- 6 seconds.
 DL0967
 DL0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0967.The vertical order pertains to the NGVD 29 superseded value.
 DL0967
 DL0967.The geoid height was determined by GEOID03.
 DL0967
 DL0967;                    North         East    Units  Estimated Accuracy
 DL0967;SPC AR S     -   507,180.      238,120.      MT  (+/- 180 meters Scaled)
 DL0967
 DL0967                          SUPERSEDED SURVEY CONTROL
 DL0967
 DL0967  NGVD 29 (??/??/92)   82.634  (m)          271.11   (f) ADJ UNCH    ?  
 DL0967
 DL0967.Superseded values are not recommended for survey control.
 DL0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0967.See file dsdata.txt to determine how the superseded data were derived.
 DL0967
 DL0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT309203(NAD 83)
 DL0967_MARKER: R = RIVET
 DL0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0967_SP_SET: CULVERT
 DL0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0967
 DL0967  HISTORY     - Date     Condition        Report By
 DL0967  HISTORY     - UNK      MONUMENTED       MPRR
 DL0967  HISTORY     - 1935     GOOD             NGS
 DL0967  HISTORY     - 1963     GOOD             NGS
 DL0967
 DL0967                          STATION DESCRIPTION
 DL0967
 DL0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0967'1.3 MI SW FROM SHEPPARD SIDING.
 DL0967'ABOUT 1.3 MILES S.W. OF SHEPPARD SIDING, ALONG THE M.P. RY.  15 FEET
 DL0967'E. OF CENTERLINE OF TRACK.  100 FEET W OF CENTERLINE OF HIGHWAY 67.
 DL0967'TOP CENTER OF E. HEADWALL OF 3X5 CONCRETE BOX 8 FT. BELOW TOP OF RAIL,
 DL0967'3 POLES SW OF MP 467.
 DL0967
 DL0967                          STATION RECOVERY (1963)
 DL0967
 DL0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1004 ***********************************************************************
 FF1004  DESIGNATION -  RV 71
 FF1004  PID         -  FF1004
 FF1004  STATE/COUNTY-  AR/JACKSON
 FF1004  USGS QUAD   -  SWIFTON EAST (1980)
 FF1004
 FF1004                         *CURRENT SURVEY CONTROL
 FF1004  ___________________________________________________________________
 FF1004* NAD 83(1986)-  35 50 11.     (N)    091 07 23.     (W)     SCALED    
 FF1004* NAVD 88     -        76.067  (meters)     249.56   (feet)  ADJUSTED  
 FF1004  ___________________________________________________________________
 FF1004  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF1004  DYNAMIC HT  -          76.002 (meters)     249.35  (feet)  COMP
 FF1004  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 FF1004
 FF1004  VERT ORDER  -  FIRST     CLASS II
 FF1004
 FF1004.The horizontal coordinates were scaled from a topographic map and have
 FF1004.an estimated accuracy of +/- 6 seconds.
 FF1004
 FF1004.The orthometric height was determined by differential leveling
 FF1004.and adjusted by the National Geodetic Survey in June 1991..
 FF1004
 FF1004.The geoid height was determined by GEOID03.
 FF1004
 FF1004.The dynamic height is computed by dividing the NAVD 88
 FF1004.geopotential number by the normal gravity value computed on the
 FF1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1004.degrees latitude (g = 980.6199 gals.).
 FF1004
 FF1004.The modeled gravity was interpolated from observed gravity values.
 FF1004
 FF1004;                    North         East    Units  Estimated Accuracy
 FF1004;SPC AR N     -   167,110.      479,230.      MT  (+/- 180 meters Scaled)
 FF1004
 FF1004                          SUPERSEDED SURVEY CONTROL
 FF1004
 FF1004  NGVD 29 (??/??/??)   75.991  (m)          249.31   (f) ADJUSTED    1 2
 FF1004
 FF1004.Superseded values are not recommended for survey control.
 FF1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1004.See file dsdata.txt to determine how the superseded data were derived.
 FF1004
 FF1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV695674(NAD 83)
 FF1004_MARKER: R = RIVET
 FF1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1004+STABILITY: SURFACE MOTION
 FF1004
 FF1004  HISTORY     - Date     Condition        Report By
 FF1004  HISTORY     - UNK      MONUMENTED       MPRR
 FF1004  HISTORY     - 1931     GOOD             CGS
 FF1004  HISTORY     - 1934     GOOD             CGS
 FF1004  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF1004
 FF1004                          STATION DESCRIPTION
 FF1004
 FF1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1004'0.9 MI NE FROM SWIFTON.
 FF1004'ABOUT 0.9 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1004'FROM SWIFTON, JACKSON COUNTY, AT POLE 243+17, AND IN THE
 FF1004'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY FEED.
 FF1004'A STANDARD MONEL-METAL RIVET.
 FF1004
 FF1004                          STATION RECOVERY (1934)
 FF1004
 FF1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1004'RECOVERED IN GOOD CONDITION.
 FF1004
 FF1004                          STATION RECOVERY (2002)
 FF1004
 FF1004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0971 ***********************************************************************
 DL0971  DESIGNATION -  RV 712
 DL0971  PID         -  DL0971
 DL0971  STATE/COUNTY-  AR/HEMPSTEAD
 DL0971  USGS QUAD   -  SHEPPARD (1978)
 DL0971
 DL0971                         *CURRENT SURVEY CONTROL
 DL0971  ___________________________________________________________________
 DL0971* NAD 83(1986)-  33 37 54.     (N)    093 42 30.     (W)     SCALED    
 DL0971* NAVD 88     -        80.453  (meters)     263.95   (feet)  ADJUSTED  
 DL0971  ___________________________________________________________________
 DL0971  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL0971  DYNAMIC HT  -          80.368 (meters)     263.67  (feet)  COMP
 DL0971  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 DL0971
 DL0971  VERT ORDER  -  SECOND    CLASS 0
 DL0971
 DL0971.The horizontal coordinates were scaled from a topographic map and have
 DL0971.an estimated accuracy of +/- 6 seconds.
 DL0971
 DL0971.The orthometric height was determined by differential leveling
 DL0971.and adjusted by the National Geodetic Survey in June 1991..
 DL0971
 DL0971.The geoid height was determined by GEOID03.
 DL0971
 DL0971.The dynamic height is computed by dividing the NAVD 88
 DL0971.geopotential number by the normal gravity value computed on the
 DL0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0971.degrees latitude (g = 980.6199 gals.).
 DL0971
 DL0971.The modeled gravity was interpolated from observed gravity values.
 DL0971
 DL0971;                    North         East    Units  Estimated Accuracy
 DL0971;SPC AR S     -   508,350.      241,510.      MT  (+/- 180 meters Scaled)
 DL0971
 DL0971                          SUPERSEDED SURVEY CONTROL
 DL0971
 DL0971  NGVD 29 (??/??/92)   80.468  (m)          264.00   (f) ADJ UNCH    2 0
 DL0971
 DL0971.Superseded values are not recommended for survey control.
 DL0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0971.See file dsdata.txt to determine how the superseded data were derived.
 DL0971
 DL0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT343215(NAD 83)
 DL0971_MARKER: R = RIVET
 DL0971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0971_SP_SET: ABUTMENT
 DL0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0971
 DL0971  HISTORY     - Date     Condition        Report By
 DL0971  HISTORY     - UNK      MONUMENTED       MPRR
 DL0971  HISTORY     - 1935     GOOD             NGS
 DL0971  HISTORY     - 1963     GOOD             NGS
 DL0971
 DL0971                          STATION DESCRIPTION
 DL0971
 DL0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0971'1.1 MI NE FROM SHEPPARD SIDING.
 DL0971'1.1 MILE NE OF SHEPPARD SIDING, ALONG THE M.P. TRACK.  TOP N. END OF
 DL0971'CONCRETE BACKWALL OF EAST ABUTMENT OF BRIDGE 762 (BALLAST DECK), 40
 DL0971'POLES SW OF MP 464.
 DL0971
 DL0971                          STATION RECOVERY (1963)
 DL0971
 DL0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0980 ***********************************************************************
 DL0980  DESIGNATION -  RV 719
 DL0980  PID         -  DL0980
 DL0980  STATE/COUNTY-  AR/HEMPSTEAD
 DL0980  USGS QUAD   -  SHEPPARD (1978)
 DL0980
 DL0980                         *CURRENT SURVEY CONTROL
 DL0980  ___________________________________________________________________
 DL0980* NAD 83(1986)-  33 39 08.     (N)    093 39 08.     (W)     SCALED    
 DL0980* NAVD 88     -        84.64   (+/-2cm)     277.7    (feet)  VERTCON   
 DL0980  ___________________________________________________________________
 DL0980  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DL0980
 DL0980  VERT ORDER  -  ? (See Below)
 DL0980
 DL0980.The horizontal coordinates were scaled from a topographic map and have
 DL0980.an estimated accuracy of +/- 6 seconds.
 DL0980
 DL0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0980.The vertical order pertains to the NGVD 29 superseded value.
 DL0980
 DL0980.The geoid height was determined by GEOID03.
 DL0980
 DL0980;                    North         East    Units  Estimated Accuracy
 DL0980;SPC AR S     -   510,550.      246,760.      MT  (+/- 180 meters Scaled)
 DL0980
 DL0980                          SUPERSEDED SURVEY CONTROL
 DL0980
 DL0980  NGVD 29 (??/??/92)   84.658  (m)          277.75   (f) ADJ UNCH    ?  
 DL0980
 DL0980.Superseded values are not recommended for survey control.
 DL0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0980.See file dsdata.txt to determine how the superseded data were derived.
 DL0980
 DL0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT395237(NAD 83)
 DL0980_MARKER: R = RIVET
 DL0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0980_SP_SET: BRIDGE
 DL0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0980
 DL0980  HISTORY     - Date     Condition        Report By
 DL0980  HISTORY     - UNK      MONUMENTED       MPRR
 DL0980  HISTORY     - 1935     GOOD             NGS
 DL0980  HISTORY     - 1963     GOOD             NGS
 DL0980
 DL0980                          STATION DESCRIPTION
 DL0980
 DL0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0980'1.5 MI E FROM GUERNSEY.
 DL0980'ABOUT 1.5 MILE E. OF GUERNSEY, ALONG THE M. P. TRACK TOP OF THE S. END
 DL0980'OF THE CONCRETE BACKWALL W. ABUTMENT OF THE CONCRETE, BALLAST DECK
 DL0980'BRIDGE 754, 18 POLES W OF MP 461.
 DL0980
 DL0980                          STATION RECOVERY (1963)
 DL0980
 DL0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1005 ***********************************************************************
 FF1005  DESIGNATION -  RV 72
 FF1005  PID         -  FF1005
 FF1005  STATE/COUNTY-  AR/JACKSON
 FF1005  USGS QUAD   -  SWIFTON EAST (1980)
 FF1005
 FF1005                         *CURRENT SURVEY CONTROL
 FF1005  ___________________________________________________________________
 FF1005* NAD 83(1986)-  35 50 37.     (N)    091 07 05.     (W)     SCALED    
 FF1005* NAVD 88     -        77.460  (meters)     254.13   (feet)  ADJUSTED  
 FF1005  ___________________________________________________________________
 FF1005  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF1005  DYNAMIC HT  -          77.395 (meters)     253.92  (feet)  COMP
 FF1005  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 FF1005
 FF1005  VERT ORDER  -  FIRST     CLASS II
 FF1005
 FF1005.The horizontal coordinates were scaled from a topographic map and have
 FF1005.an estimated accuracy of +/- 6 seconds.
 FF1005
 FF1005.The orthometric height was determined by differential leveling
 FF1005.and adjusted by the National Geodetic Survey in June 1991..
 FF1005
 FF1005.The geoid height was determined by GEOID03.
 FF1005
 FF1005.The dynamic height is computed by dividing the NAVD 88
 FF1005.geopotential number by the normal gravity value computed on the
 FF1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1005.degrees latitude (g = 980.6199 gals.).
 FF1005
 FF1005.The modeled gravity was interpolated from observed gravity values.
 FF1005
 FF1005;                    North         East    Units  Estimated Accuracy
 FF1005;SPC AR N     -   167,910.      479,670.      MT  (+/- 180 meters Scaled)
 FF1005
 FF1005                          SUPERSEDED SURVEY CONTROL
 FF1005
 FF1005  NGVD 29 (??/??/??)   77.384  (m)          253.88   (f) ADJUSTED    1 2
 FF1005
 FF1005.Superseded values are not recommended for survey control.
 FF1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1005.See file dsdata.txt to determine how the superseded data were derived.
 FF1005
 FF1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV699682(NAD 83)
 FF1005_MARKER: R = RIVET
 FF1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1005+STABILITY: SURFACE MOTION
 FF1005
 FF1005  HISTORY     - Date     Condition        Report By
 FF1005  HISTORY     - UNK      MONUMENTED       MPRR
 FF1005  HISTORY     - 1931     GOOD             CGS
 FF1005  HISTORY     - 1934     GOOD             CGS
 FF1005  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF1005
 FF1005                          STATION DESCRIPTION
 FF1005
 FF1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1005'1.5 MI NE FROM SWIFTON.
 FF1005'ABOUT 1-1/2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1005'FROM SWIFTON, JACKSON COUNTY, OPPOSITE POLE 242+34, AND IN THE
 FF1005'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2428.  A
 FF1005'STANDARD MONEL-METAL RIVET.
 FF1005
 FF1005                          STATION RECOVERY (1934)
 FF1005
 FF1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1005'RECOVERED IN GOOD CONDITION.
 FF1005
 FF1005                          STATION RECOVERY (2002)
 FF1005
 FF1005'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0988 ***********************************************************************
 DL0988  DESIGNATION -  RV 725
 DL0988  PID         -  DL0988
 DL0988  STATE/COUNTY-  AR/HEMPSTEAD
 DL0988  USGS QUAD   -  HOPE (1978)
 DL0988
 DL0988                         *CURRENT SURVEY CONTROL
 DL0988  ___________________________________________________________________
 DL0988* NAD 83(1986)-  33 40 04.     (N)    093 35 51.     (W)     SCALED    
 DL0988* NAVD 88     -       106.93   (+/-2cm)     350.8    (feet)  VERTCON   
 DL0988  ___________________________________________________________________
 DL0988  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL0988
 DL0988  VERT ORDER  -  ? (See Below)
 DL0988
 DL0988.The horizontal coordinates were scaled from a topographic map and have
 DL0988.an estimated accuracy of +/- 6 seconds.
 DL0988
 DL0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0988.The vertical order pertains to the NGVD 29 superseded value.
 DL0988
 DL0988.The geoid height was determined by GEOID03.
 DL0988
 DL0988;                    North         East    Units  Estimated Accuracy
 DL0988;SPC AR S     -   512,190.      251,860.      MT  (+/- 180 meters Scaled)
 DL0988
 DL0988                          SUPERSEDED SURVEY CONTROL
 DL0988
 DL0988  NGVD 29 (??/??/92)  106.939  (m)          350.85   (f) ADJ UNCH    ?  
 DL0988
 DL0988.Superseded values are not recommended for survey control.
 DL0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0988.See file dsdata.txt to determine how the superseded data were derived.
 DL0988
 DL0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT446254(NAD 83)
 DL0988_MARKER: R = RIVET
 DL0988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0988_SP_SET: FOUNDATION
 DL0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0988
 DL0988  HISTORY     - Date     Condition        Report By
 DL0988  HISTORY     - UNK      MONUMENTED       MPRR
 DL0988  HISTORY     - 1935     GOOD             NGS
 DL0988  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0988
 DL0988                          STATION DESCRIPTION
 DL0988
 DL0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0988'0.3 MI W FROM HOPE.
 DL0988'ABOUT 0.3 MILE W. OF THE STATION AT HOPE, ALONG THE M. P. TRACK.  15
 DL0988'FEET N. OF THE CENTERLINE OF THE TRACK.  TOP OF SE CORNER OF CONCRETE
 DL0988'FOUNDATION OF CROSSING SIGNAL.  (BELL HERVEY ST.), 2 POLES W OF MP
 DL0988'458.
 DL0988
 DL0988                          STATION RECOVERY (1963)
 DL0988
 DL0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0991 ***********************************************************************
 DL0991  DESIGNATION -  RV 726
 DL0991  PID         -  DL0991
 DL0991  STATE/COUNTY-  AR/HEMPSTEAD
 DL0991  USGS QUAD   -  HOPE (1978)
 DL0991
 DL0991                         *CURRENT SURVEY CONTROL
 DL0991  ___________________________________________________________________
 DL0991* NAD 83(1986)-  33 40 12.     (N)    093 35 12.     (W)     SCALED    
 DL0991* NAVD 88     -       105.975  (meters)     347.69   (feet)  ADJUSTED  
 DL0991  ___________________________________________________________________
 DL0991  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL0991  DYNAMIC HT  -         105.864 (meters)     347.32  (feet)  COMP
 DL0991  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 DL0991
 DL0991  VERT ORDER  -  SECOND    CLASS 0
 DL0991
 DL0991.The horizontal coordinates were scaled from a topographic map and have
 DL0991.an estimated accuracy of +/- 6 seconds.
 DL0991
 DL0991.The orthometric height was determined by differential leveling
 DL0991.and adjusted by the National Geodetic Survey in June 1991..
 DL0991
 DL0991.The geoid height was determined by GEOID03.
 DL0991
 DL0991.The dynamic height is computed by dividing the NAVD 88
 DL0991.geopotential number by the normal gravity value computed on the
 DL0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0991.degrees latitude (g = 980.6199 gals.).
 DL0991
 DL0991.The modeled gravity was interpolated from observed gravity values.
 DL0991
 DL0991;                    North         East    Units  Estimated Accuracy
 DL0991;SPC AR S     -   512,420.      252,870.      MT  (+/- 180 meters Scaled)
 DL0991
 DL0991                          SUPERSEDED SURVEY CONTROL
 DL0991
 DL0991  NGVD 29 (??/??/92)  105.984  (m)          347.72   (f) ADJ UNCH    2 0
 DL0991
 DL0991.Superseded values are not recommended for survey control.
 DL0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0991.See file dsdata.txt to determine how the superseded data were derived.
 DL0991
 DL0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT456257(NAD 83)
 DL0991_MARKER: R = RIVET
 DL0991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0991_SP_SET: CULVERT
 DL0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0991
 DL0991  HISTORY     - Date     Condition        Report By
 DL0991  HISTORY     - UNK      MONUMENTED       MPRR
 DL0991  HISTORY     - 1935     GOOD             NGS
 DL0991  HISTORY     - 1963     GOOD             NGS
 DL0991
 DL0991                          STATION DESCRIPTION
 DL0991
 DL0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0991'0.3 MI E FROM HOPE.
 DL0991'ABOUT 0.3 MILE E. OF THE STATION AT HOPE, ALONG THE M. P. TRACK 280
 DL0991'FEET W. OF ROAD CROSSING.  TOP CENTER OF SE HEADWALL OF DOUBLE 3X3
 DL0991'CONCRETE BOX, 21 POLES W OF MP 457.
 DL0991
 DL0991                          STATION RECOVERY (1963)
 DL0991
 DL0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1006 ***********************************************************************
 FF1006  DESIGNATION -  RV 73
 FF1006  PID         -  FF1006
 FF1006  STATE/COUNTY-  AR/JACKSON
 FF1006  USGS QUAD   -  SWIFTON EAST (1980)
 FF1006
 FF1006                         *CURRENT SURVEY CONTROL
 FF1006  ___________________________________________________________________
 FF1006* NAD 83(1986)-  35 51 07.     (N)    091 06 45.     (W)     SCALED    
 FF1006* NAVD 88     -        76.624  (meters)     251.39   (feet)  ADJUSTED  
 FF1006  ___________________________________________________________________
 FF1006  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF1006  DYNAMIC HT  -          76.559 (meters)     251.18  (feet)  COMP
 FF1006  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 FF1006
 FF1006  VERT ORDER  -  FIRST     CLASS II
 FF1006
 FF1006.The horizontal coordinates were scaled from a topographic map and have
 FF1006.an estimated accuracy of +/- 6 seconds.
 FF1006
 FF1006.The orthometric height was determined by differential leveling
 FF1006.and adjusted by the National Geodetic Survey in June 1991..
 FF1006
 FF1006.The geoid height was determined by GEOID03.
 FF1006
 FF1006.The dynamic height is computed by dividing the NAVD 88
 FF1006.geopotential number by the normal gravity value computed on the
 FF1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1006.degrees latitude (g = 980.6199 gals.).
 FF1006
 FF1006.The modeled gravity was interpolated from observed gravity values.
 FF1006
 FF1006;                    North         East    Units  Estimated Accuracy
 FF1006;SPC AR N     -   168,840.      480,160.      MT  (+/- 180 meters Scaled)
 FF1006
 FF1006                          SUPERSEDED SURVEY CONTROL
 FF1006
 FF1006  NGVD 29 (??/??/??)   76.547  (m)          251.14   (f) ADJUSTED    1 2
 FF1006
 FF1006.Superseded values are not recommended for survey control.
 FF1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1006.See file dsdata.txt to determine how the superseded data were derived.
 FF1006
 FF1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV704691(NAD 83)
 FF1006_MARKER: R = RIVET
 FF1006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1006_SP_SET: CULVERT
 FF1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1006
 FF1006  HISTORY     - Date     Condition        Report By
 FF1006  HISTORY     - UNK      MONUMENTED       MPRR
 FF1006  HISTORY     - 1931     GOOD             CGS
 FF1006  HISTORY     - 1934     GOOD             CGS
 FF1006
 FF1006                          STATION DESCRIPTION
 FF1006
 FF1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1006'2.2 MI NE FROM SWIFTON.
 FF1006'ABOUT 2.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1006'FROM SWIFTON, JACKSON COUNTY, OPPOSITE POLE 242+08, AND IN THE
 FF1006'CENTER OF THE EAST HEAD WALL OF AN 18-INCH CULVERT UNDER UNITED
 FF1006'STATES HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
 FF1006
 FF1006                          STATION RECOVERY (1934)
 FF1006
 FF1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8641 ***********************************************************************
 AF8641  DESIGNATION -  RV 73 RESET
 AF8641  PID         -  AF8641
 AF8641  STATE/COUNTY-  AR/JACKSON
 AF8641  USGS QUAD   -  SWIFTON EAST (1980)
 AF8641
 AF8641                         *CURRENT SURVEY CONTROL
 AF8641  ___________________________________________________________________
 AF8641* NAD 83(1986)-  35 51 07.     (N)    091 06 45.     (W)     SCALED    
 AF8641* NAVD 88     -        77.05   (meters)     252.8    (feet)  RESET     
 AF8641  ___________________________________________________________________
 AF8641  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AF8641
 AF8641  VERT ORDER  -  THIRD
 AF8641
 AF8641.The horizontal coordinates were scaled from a topographic map and have
 AF8641.an estimated accuracy of +/- 6 seconds.
 AF8641
 AF8641.The orthometric height was computed from unverified reset data.
 AF8641
 AF8641.The geoid height was determined by GEOID03.
 AF8641
 AF8641;                    North         East    Units  Estimated Accuracy
 AF8641;SPC AR N     -   168,840.      480,160.      MT  (+/- 180 meters Scaled)
 AF8641
 AF8641                          SUPERSEDED SURVEY CONTROL
 AF8641
 AF8641.No superseded survey control is available for this station.
 AF8641
 AF8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV704691(NAD 83)
 AF8641_MARKER: DB = BENCH MARK DISK
 AF8641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8641_STAMPING: RV 73 RESET 1961
 AF8641_MARK LOGO: CGS   
 AF8641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8641+STABILITY: SURFACE MOTION
 AF8641
 AF8641  HISTORY     - Date     Condition        Report By
 AF8641  HISTORY     - 1961     MONUMENTED       CGS
 AF8641  HISTORY     - 20020925 MARK NOT FOUND   USACE
 AF8641
 AF8641                          STATION DESCRIPTION
 AF8641
 AF8641'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (AKH)
 AF8641'2.2 MILES (3.5 KM) NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD AND
 AF8641'US HIGHWAY 67 FROM SWIFTON, 1 POLE SOUTH OF POLE 242+10, 85 FEET (25.9
 AF8641'M) NORTHWEST OF POLE NO 34F, 45.8 FEET (14.0 M) WEST OF THE WEST RAIL
 AF8641'OF THE TRACK, 36 FEET (11.0 M) EAST OF THE CENTERLINE OF US HIGHWAY
 AF8641'67, 92 FEET (28.0 M) NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST
 AF8641'ACROSS THE TRACKS, 4 FEET (1.2 M) SOUTHEAST OF A TELEGRAPH POLE, 1
 AF8641'FOOT (0.3 M) SOUTHEAST OF A METAL WITNESS POST AND ACROSS THE HIGHWAY
 AF8641'FROM A LARGE WHITE HOUSE.  A STANDARD DISK SET IN THE TOP OF A 12 INCH
 AF8641'ROUND CONCRETE POST PROJECTING 6 INCHES.
 AF8641
 AF8641                          STATION RECOVERY (2002)
 AF8641
 AF8641'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 AF8641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0996 ***********************************************************************
 DL0996  DESIGNATION -  RV 730
 DL0996  PID         -  DL0996
 DL0996  STATE/COUNTY-  AR/HEMPSTEAD
 DL0996  USGS QUAD   -  HOPE (1978)
 DL0996
 DL0996                         *CURRENT SURVEY CONTROL
 DL0996  ___________________________________________________________________
 DL0996* NAD 83(1986)-  33 40 44.     (N)    093 32 54.     (W)     SCALED    
 DL0996* NAVD 88     -        89.725  (meters)     294.37   (feet)  ADJUSTED  
 DL0996  ___________________________________________________________________
 DL0996  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DL0996  DYNAMIC HT  -          89.631 (meters)     294.06  (feet)  COMP
 DL0996  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 DL0996
 DL0996  VERT ORDER  -  SECOND    CLASS 0
 DL0996
 DL0996.The horizontal coordinates were scaled from a topographic map and have
 DL0996.an estimated accuracy of +/- 6 seconds.
 DL0996
 DL0996.The orthometric height was determined by differential leveling
 DL0996.and adjusted by the National Geodetic Survey in June 1991..
 DL0996
 DL0996.The geoid height was determined by GEOID03.
 DL0996
 DL0996.The dynamic height is computed by dividing the NAVD 88
 DL0996.geopotential number by the normal gravity value computed on the
 DL0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0996.degrees latitude (g = 980.6199 gals.).
 DL0996
 DL0996.The modeled gravity was interpolated from observed gravity values.
 DL0996
 DL0996;                    North         East    Units  Estimated Accuracy
 DL0996;SPC AR S     -   513,350.      256,440.      MT  (+/- 180 meters Scaled)
 DL0996
 DL0996                          SUPERSEDED SURVEY CONTROL
 DL0996
 DL0996  NGVD 29 (??/??/92)   89.732  (m)          294.40   (f) ADJ UNCH    2 0
 DL0996
 DL0996.Superseded values are not recommended for survey control.
 DL0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0996.See file dsdata.txt to determine how the superseded data were derived.
 DL0996
 DL0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT491266(NAD 83)
 DL0996_MARKER: R = RIVET
 DL0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0996_SP_SET: CULVERT
 DL0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0996
 DL0996  HISTORY     - Date     Condition        Report By
 DL0996  HISTORY     - UNK      MONUMENTED       MPRR
 DL0996  HISTORY     - 1935     GOOD             NGS
 DL0996  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0996
 DL0996                          STATION DESCRIPTION
 DL0996
 DL0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0996'2.7 MI E FROM HOPE.
 DL0996'ABOUT 2.7 MILE E. OF THE STATION AT HOPE, ALONG THE M. P. TRACK.  0.7
 DL0996'MILE E. OF OVERPASS, TOP S. HEADWALL OF A 6 X 8 CONCRETE BOX, UNDER
 DL0996'TRACK, 7 POLES W OF MP 455.
 DL0996
 DL0996                          STATION RECOVERY (1963)
 DL0996
 DL0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0446 ***********************************************************************
 DL0446  DESIGNATION -  RV 734
 DL0446  PID         -  DL0446
 DL0446  STATE/COUNTY-  AR/HEMPSTEAD
 DL0446  USGS QUAD   -  HOPE (1978)
 DL0446
 DL0446                         *CURRENT SURVEY CONTROL
 DL0446  ___________________________________________________________________
 DL0446* NAD 83(1986)-  33 42 09.     (N)    093 30 20.     (W)     SCALED    
 DL0446* NAVD 88     -        83.15   (+/-2cm)     272.8    (feet)  VERTCON   
 DL0446  ___________________________________________________________________
 DL0446  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DL0446
 DL0446  VERT ORDER  -  ? (See Below)
 DL0446
 DL0446.The horizontal coordinates were scaled from a topographic map and have
 DL0446.an estimated accuracy of +/- 6 seconds.
 DL0446
 DL0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0446.The vertical order pertains to the NGVD 29 superseded value.
 DL0446
 DL0446.The geoid height was determined by GEOID03.
 DL0446
 DL0446;                    North         East    Units  Estimated Accuracy
 DL0446;SPC AR S     -   515,910.      260,440.      MT  (+/- 180 meters Scaled)
 DL0446
 DL0446                          SUPERSEDED SURVEY CONTROL
 DL0446
 DL0446  NGVD 29 (??/??/92)   83.159  (m)          272.83   (f) ADJ UNCH    ?  
 DL0446
 DL0446.Superseded values are not recommended for survey control.
 DL0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0446.See file dsdata.txt to determine how the superseded data were derived.
 DL0446
 DL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT531292(NAD 83)
 DL0446_MARKER: R = RIVET
 DL0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0446_SP_SET: CULVERT
 DL0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0446
 DL0446  HISTORY     - Date     Condition        Report By
 DL0446  HISTORY     - UNK      MONUMENTED       MPRR
 DL0446  HISTORY     - 1935     GOOD             NGS
 DL0446  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0446
 DL0446                          STATION DESCRIPTION
 DL0446
 DL0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0446'5.8 MI E FROM HOPE.
 DL0446'ABOUT 5.8 MILE E. OF HOPE, ALONG THE M. P. R.R. 35 FEET E. OF TRACK,
 DL0446'ON TOP CENTER OF HEADWALL OF TILE DRAIN OUTLET.  MILEPOST NO. 452-06.
 DL0446'NOTE-- THE END OF THE DRAIN TILE IS COVERED WITH WOODEN BEAMS AND IF
 DL0446'THE RIVET IS IN PLACE IT WOULD NOT BE ACCESSIBLE FOR USE.
 DL0446
 DL0446                          STATION RECOVERY (1963)
 DL0446
 DL0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0448 ***********************************************************************
 DL0448  DESIGNATION -  RV 736
 DL0448  PID         -  DL0448
 DL0448  STATE/COUNTY-  AR/HEMPSTEAD
 DL0448  USGS QUAD   -  EMMET (1973)
 DL0448
 DL0448                         *CURRENT SURVEY CONTROL
 DL0448  ___________________________________________________________________
 DL0448* NAD 83(1986)-  33 42 54.     (N)    093 29 25.     (W)     SCALED    
 DL0448* NAVD 88     -        83.859  (meters)     275.13   (feet)  ADJUSTED  
 DL0448  ___________________________________________________________________
 DL0448  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL0448  DYNAMIC HT  -          83.771 (meters)     274.84  (feet)  COMP
 DL0448  MODELED GRAV-     979,590.4   (mgal)                       NAVD 88
 DL0448
 DL0448  VERT ORDER  -  SECOND    CLASS 0
 DL0448
 DL0448.The horizontal coordinates were scaled from a topographic map and have
 DL0448.an estimated accuracy of +/- 6 seconds.
 DL0448
 DL0448.The orthometric height was determined by differential leveling
 DL0448.and adjusted by the National Geodetic Survey in June 1991..
 DL0448
 DL0448.The geoid height was determined by GEOID03.
 DL0448
 DL0448.The dynamic height is computed by dividing the NAVD 88
 DL0448.geopotential number by the normal gravity value computed on the
 DL0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0448.degrees latitude (g = 980.6199 gals.).
 DL0448
 DL0448.The modeled gravity was interpolated from observed gravity values.
 DL0448
 DL0448;                    North         East    Units  Estimated Accuracy
 DL0448;SPC AR S     -   517,280.      261,880.      MT  (+/- 180 meters Scaled)
 DL0448
 DL0448                          SUPERSEDED SURVEY CONTROL
 DL0448
 DL0448  NGVD 29 (??/??/92)   83.862  (m)          275.14   (f) ADJ UNCH    2 0
 DL0448
 DL0448.Superseded values are not recommended for survey control.
 DL0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0448.See file dsdata.txt to determine how the superseded data were derived.
 DL0448
 DL0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT545306(NAD 83)
 DL0448_MARKER: R = RIVET
 DL0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0448_SP_SET: CULVERT
 DL0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0448
 DL0448  HISTORY     - Date     Condition        Report By
 DL0448  HISTORY     - UNK      MONUMENTED       MPRR
 DL0448  HISTORY     - 1935     GOOD             NGS
 DL0448  HISTORY     - 1963     GOOD             NGS
 DL0448
 DL0448                          STATION DESCRIPTION
 DL0448
 DL0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0448'7 MI E FROM HOPE.
 DL0448'ABOUT 7 MILES E. OF HOPE, ALONG THE M. P. RR TRACK TOP CENTER OF THE
 DL0448'N. HEADWALL OF A 5X7 CONCRETE BOX CULVERT.  ABOUT 36 3/4 POLES WEST OF
 DL0448'MILEPOST 450.
 DL0448
 DL0448                          STATION RECOVERY (1963)
 DL0448
 DL0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0450 ***********************************************************************
 DL0450  DESIGNATION -  RV 737
 DL0450  PID         -  DL0450
 DL0450  STATE/COUNTY-  AR/HEMPSTEAD
 DL0450  USGS QUAD   -  EMMET (1973)
 DL0450
 DL0450                         *CURRENT SURVEY CONTROL
 DL0450  ___________________________________________________________________
 DL0450* NAD 83(1986)-  33 43 12.     (N)    093 29 02.     (W)     SCALED    
 DL0450* NAVD 88     -        86.03   (+/-2cm)     282.3    (feet)  VERTCON   
 DL0450  ___________________________________________________________________
 DL0450  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL0450
 DL0450  VERT ORDER  -  ? (See Below)
 DL0450
 DL0450.The horizontal coordinates were scaled from a topographic map and have
 DL0450.an estimated accuracy of +/- 6 seconds.
 DL0450
 DL0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0450.The vertical order pertains to the NGVD 29 superseded value.
 DL0450
 DL0450.The geoid height was determined by GEOID03.
 DL0450
 DL0450;                    North         East    Units  Estimated Accuracy
 DL0450;SPC AR S     -   517,820.      262,480.      MT  (+/- 180 meters Scaled)
 DL0450
 DL0450                          SUPERSEDED SURVEY CONTROL
 DL0450
 DL0450  NGVD 29 (??/??/92)   86.035  (m)          282.27   (f) ADJ UNCH    ?  
 DL0450
 DL0450.Superseded values are not recommended for survey control.
 DL0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0450.See file dsdata.txt to determine how the superseded data were derived.
 DL0450
 DL0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT551312(NAD 83)
 DL0450_MARKER: R = RIVET
 DL0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0450_SP_SET: CULVERT
 DL0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0450
 DL0450  HISTORY     - Date     Condition        Report By
 DL0450  HISTORY     - UNK      MONUMENTED       MPRR
 DL0450  HISTORY     - 1935     GOOD             NGS
 DL0450  HISTORY     - 1963     GOOD             NGS
 DL0450
 DL0450                          STATION DESCRIPTION
 DL0450
 DL0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0450'7.5 MI E FROM HOPE.
 DL0450'ABOUT 7.5 MILE E. OF HOPE ALONG THE M. P. RR TRACK.  AT W. END OF
 DL0450'FILL.  TOP CENTER OF HEADWALL OF TILE DRAIN OUTLET 30 FEET S. OF
 DL0450'TRACK, 15 POLES WEST OF MILEPOST 450.
 DL0450
 DL0450                          STATION RECOVERY (1963)
 DL0450
 DL0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0452 ***********************************************************************
 DL0452  DESIGNATION -  RV 738
 DL0452  PID         -  DL0452
 DL0452  STATE/COUNTY-  AR/HEMPSTEAD
 DL0452  USGS QUAD   -  EMMET (1973)
 DL0452
 DL0452                         *CURRENT SURVEY CONTROL
 DL0452  ___________________________________________________________________
 DL0452* NAD 83(1986)-  33 43 29.     (N)    093 28 42.     (W)     SCALED    
 DL0452* NAVD 88     -        87.66   (+/-2cm)     287.6    (feet)  VERTCON   
 DL0452  ___________________________________________________________________
 DL0452  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL0452
 DL0452  VERT ORDER  -  ? (See Below)
 DL0452
 DL0452.The horizontal coordinates were scaled from a topographic map and have
 DL0452.an estimated accuracy of +/- 6 seconds.
 DL0452
 DL0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0452.The vertical order pertains to the NGVD 29 superseded value.
 DL0452
 DL0452.The geoid height was determined by GEOID03.
 DL0452
 DL0452;                    North         East    Units  Estimated Accuracy
 DL0452;SPC AR S     -   518,340.      263,000.      MT  (+/- 180 meters Scaled)
 DL0452
 DL0452                          SUPERSEDED SURVEY CONTROL
 DL0452
 DL0452  NGVD 29 (??/??/92)   87.663  (m)          287.61   (f) ADJ UNCH    ?  
 DL0452
 DL0452.Superseded values are not recommended for survey control.
 DL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0452.See file dsdata.txt to determine how the superseded data were derived.
 DL0452
 DL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT556317(NAD 83)
 DL0452_MARKER: R = RIVET
 DL0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0452_SP_SET: CULVERT
 DL0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0452
 DL0452  HISTORY     - Date     Condition        Report By
 DL0452  HISTORY     - UNK      MONUMENTED       MPRR
 DL0452  HISTORY     - 1935     GOOD             NGS
 DL0452  HISTORY     - 1963     GOOD             NGS
 DL0452
 DL0452                          STATION DESCRIPTION
 DL0452
 DL0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0452'0.3 MI W FROM EMMET.
 DL0452'ABOUT 0.3 MILE W. OF EMMETT, ALONG THE M. P. RR TRACK.  30 FEET N. OF
 DL0452'THE CENTERLINE OF THE MAIN LINE, TOP CENTER OF THE N. HEADWALL OF A
 DL0452'4X4 CONCRETE BOX CULVERT, 40 POLES WEST OF MILEPOST 449.
 DL0452
 DL0452                          STATION RECOVERY (1963)
 DL0452
 DL0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0457 ***********************************************************************
 DL0457  DESIGNATION -  RV 740
 DL0457  PID         -  DL0457
 DL0457  STATE/COUNTY-  AR/NEVADA
 DL0457  USGS QUAD   -  EMMET (1973)
 DL0457
 DL0457                         *CURRENT SURVEY CONTROL
 DL0457  ___________________________________________________________________
 DL0457* NAD 83(1986)-  33 44 16.     (N)    093 27 41.     (W)     SCALED    
 DL0457* NAVD 88     -        80.45   (+/-2cm)     263.9    (feet)  VERTCON   
 DL0457  ___________________________________________________________________
 DL0457  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DL0457
 DL0457  VERT ORDER  -  ? (See Below)
 DL0457
 DL0457.The horizontal coordinates were scaled from a topographic map and have
 DL0457.an estimated accuracy of +/- 6 seconds.
 DL0457
 DL0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0457.The vertical order pertains to the NGVD 29 superseded value.
 DL0457
 DL0457.The geoid height was determined by GEOID03.
 DL0457
 DL0457;                    North         East    Units  Estimated Accuracy
 DL0457;SPC AR S     -   519,770.      264,590.      MT  (+/- 180 meters Scaled)
 DL0457
 DL0457                          SUPERSEDED SURVEY CONTROL
 DL0457
 DL0457  NGVD 29 (??/??/92)   80.450  (m)          263.94   (f) ADJ UNCH    ?  
 DL0457
 DL0457.Superseded values are not recommended for survey control.
 DL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0457.See file dsdata.txt to determine how the superseded data were derived.
 DL0457
 DL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT572331(NAD 83)
 DL0457_MARKER: R = RIVET
 DL0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0457_SP_SET: CULVERT
 DL0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0457
 DL0457  HISTORY     - Date     Condition        Report By
 DL0457  HISTORY     - UNK      MONUMENTED       MPRR
 DL0457  HISTORY     - 1935     GOOD             NGS
 DL0457  HISTORY     - 1963     GOOD             NGS
 DL0457
 DL0457                          STATION DESCRIPTION
 DL0457
 DL0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0457'1.0 MI NE FROM EMMETT.
 DL0457'ABOUT 1.0 MILE NE OF EMMETT, ALONG THE M. P. RR TRACKS.  40 FEET S. OF
 DL0457'RELAY CASE, 16 FEET W. OF THE CENTERLINE OF TRACK.  TOP N. HEADWALL OF
 DL0457'A 5X5 BOX, 27 1/2 POLES SW OF MILEPOST 448.
 DL0457
 DL0457                          STATION RECOVERY (1963)
 DL0457
 DL0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0458 ***********************************************************************
 DL0458  DESIGNATION -  RV 741
 DL0458  PID         -  DL0458
 DL0458  STATE/COUNTY-  AR/NEVADA
 DL0458  USGS QUAD   -  EMMET (1973)
 DL0458
 DL0458                         *CURRENT SURVEY CONTROL
 DL0458  ___________________________________________________________________
 DL0458* NAD 83(1986)-  33 44 38.     (N)    093 27 13.     (W)     SCALED    
 DL0458* NAVD 88     -        77.375  (meters)     253.85   (feet)  ADJUSTED  
 DL0458  ___________________________________________________________________
 DL0458  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DL0458  DYNAMIC HT  -          77.295 (meters)     253.59  (feet)  COMP
 DL0458  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 DL0458
 DL0458  VERT ORDER  -  SECOND    CLASS 0
 DL0458
 DL0458.The horizontal coordinates were scaled from a topographic map and have
 DL0458.an estimated accuracy of +/- 6 seconds.
 DL0458
 DL0458.The orthometric height was determined by differential leveling
 DL0458.and adjusted by the National Geodetic Survey in June 1991..
 DL0458
 DL0458.The geoid height was determined by GEOID03.
 DL0458
 DL0458.The dynamic height is computed by dividing the NAVD 88
 DL0458.geopotential number by the normal gravity value computed on the
 DL0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0458.degrees latitude (g = 980.6199 gals.).
 DL0458
 DL0458.The modeled gravity was interpolated from observed gravity values.
 DL0458
 DL0458;                    North         East    Units  Estimated Accuracy
 DL0458;SPC AR S     -   520,430.      265,320.      MT  (+/- 180 meters Scaled)
 DL0458
 DL0458                          SUPERSEDED SURVEY CONTROL
 DL0458
 DL0458  NGVD 29 (??/??/92)   77.380  (m)          253.87   (f) ADJ UNCH    2 0
 DL0458
 DL0458.Superseded values are not recommended for survey control.
 DL0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0458.See file dsdata.txt to determine how the superseded data were derived.
 DL0458
 DL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT579338(NAD 83)
 DL0458_MARKER: R = RIVET
 DL0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0458_SP_SET: FOUNDATION
 DL0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0458
 DL0458  HISTORY     - Date     Condition        Report By
 DL0458  HISTORY     - UNK      MONUMENTED       MPRR
 DL0458  HISTORY     - 1935     GOOD             NGS
 DL0458  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0458
 DL0458                          STATION DESCRIPTION
 DL0458
 DL0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0458'1.7 MI NE FROM EMMET.
 DL0458'ABOUT 1.7 MILE NE OF EMMETT, ALONG THE M. P. RR TRACKS 0.1 MILE S. OF
 DL0458'TRESTLE NO. 721.  TOP NE. CORNER OF CONCRETE FOUNDATION OF SIGNAL
 DL0458'4480.  AT MILEPOST 448.
 DL0458
 DL0458                          STATION RECOVERY (1963)
 DL0458
 DL0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0459 ***********************************************************************
 DL0459  DESIGNATION -  RV 742
 DL0459  PID         -  DL0459
 DL0459  STATE/COUNTY-  AR/NEVADA
 DL0459  USGS QUAD   -  PRESCOTT WEST (1970)
 DL0459
 DL0459                         *CURRENT SURVEY CONTROL
 DL0459  ___________________________________________________________________
 DL0459* NAD 83(1986)-  33 45 06.     (N)    093 26 40.     (W)     SCALED    
 DL0459* NAVD 88     -        78.50   (+/-2cm)     257.5    (feet)  VERTCON   
 DL0459  ___________________________________________________________________
 DL0459  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DL0459
 DL0459  VERT ORDER  -  ? (See Below)
 DL0459
 DL0459.The horizontal coordinates were scaled from a topographic map and have
 DL0459.an estimated accuracy of +/- 6 seconds.
 DL0459
 DL0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0459.The vertical order pertains to the NGVD 29 superseded value.
 DL0459
 DL0459.The geoid height was determined by GEOID03.
 DL0459
 DL0459;                    North         East    Units  Estimated Accuracy
 DL0459;SPC AR S     -   521,280.      266,180.      MT  (+/- 180 meters Scaled)
 DL0459
 DL0459                          SUPERSEDED SURVEY CONTROL
 DL0459
 DL0459  NGVD 29 (??/??/92)   78.500  (m)          257.55   (f) ADJ UNCH    ?  
 DL0459
 DL0459.Superseded values are not recommended for survey control.
 DL0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0459.See file dsdata.txt to determine how the superseded data were derived.
 DL0459
 DL0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT588347(NAD 83)
 DL0459_MARKER: R = RIVET
 DL0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0459_SP_SET: FOUNDATION
 DL0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0459
 DL0459  HISTORY     - Date     Condition        Report By
 DL0459  HISTORY     - UNK      MONUMENTED       MPRR
 DL0459  HISTORY     - 1935     GOOD             NGS
 DL0459  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0459
 DL0459                          STATION DESCRIPTION
 DL0459
 DL0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0459'2.3 MI NE FROM EMMET.
 DL0459'ABOUT 2.3 MILE NE OF EMMETT, ALONG THE M. P. RR TRACK.  0.3 MILE NW OF
 DL0459'CROSSING AT 446-38, 10 FEET W. OF THE CENTERLINE OF TRACK, TOP OF NE
 DL0459'CORNER OF CONCRETE FOUNDATION OF SIGNAL 4473, 12 1/2 POLES SW OF
 DL0459'MILEPOST 447.
 DL0459
 DL0459                          STATION RECOVERY (1963)
 DL0459
 DL0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0461 ***********************************************************************
 DL0461  DESIGNATION -  RV 743
 DL0461  PID         -  DL0461
 DL0461  STATE/COUNTY-  AR/NEVADA
 DL0461  USGS QUAD   -  PRESCOTT WEST (1970)
 DL0461
 DL0461                         *CURRENT SURVEY CONTROL
 DL0461  ___________________________________________________________________
 DL0461* NAD 83(1986)-  33 45 27.     (N)    093 26 12.     (W)     SCALED    
 DL0461* NAVD 88     -        79.83   (+/-2cm)     261.9    (feet)  VERTCON   
 DL0461  ___________________________________________________________________
 DL0461  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DL0461
 DL0461  VERT ORDER  -  ? (See Below)
 DL0461
 DL0461.The horizontal coordinates were scaled from a topographic map and have
 DL0461.an estimated accuracy of +/- 6 seconds.
 DL0461
 DL0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0461.The vertical order pertains to the NGVD 29 superseded value.
 DL0461
 DL0461.The geoid height was determined by GEOID03.
 DL0461
 DL0461;                    North         East    Units  Estimated Accuracy
 DL0461;SPC AR S     -   521,920.      266,910.      MT  (+/- 180 meters Scaled)
 DL0461
 DL0461                          SUPERSEDED SURVEY CONTROL
 DL0461
 DL0461  NGVD 29 (??/??/92)   79.835  (m)          261.93   (f) ADJ UNCH    ?  
 DL0461
 DL0461.Superseded values are not recommended for survey control.
 DL0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0461.See file dsdata.txt to determine how the superseded data were derived.
 DL0461
 DL0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT595353(NAD 83)
 DL0461_MARKER: R = RIVET
 DL0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0461_SP_SET: CULVERT
 DL0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0461
 DL0461  HISTORY     - Date     Condition        Report By
 DL0461  HISTORY     - UNK      MONUMENTED       MPRR
 DL0461  HISTORY     - 1935     GOOD             NGS
 DL0461  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0461
 DL0461                          STATION DESCRIPTION
 DL0461
 DL0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0461'2.9 MI NE FROM EMMET.
 DL0461'ABOUT 2.9 MILE NE OF EMMETT, ALONG THE M. P. RR TRACK.  10 FEET SE OF
 DL0461'THE CENTERLINE OF TRACK.  NEAR BRIDGE 67.  TOP CENTER OF E. HEADWALL
 DL0461'OF DOUBLE BARREL 14X12 CONCRETE BOX, 28 1/2 POLES SW OF MILEPOST 446.
 DL0461
 DL0461                          STATION RECOVERY (1963)
 DL0461
 DL0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0462 ***********************************************************************
 DL0462  DESIGNATION -  RV 744
 DL0462  PID         -  DL0462
 DL0462  STATE/COUNTY-  AR/NEVADA
 DL0462  USGS QUAD   -  PRESCOTT WEST (1970)
 DL0462
 DL0462                         *CURRENT SURVEY CONTROL
 DL0462  ___________________________________________________________________
 DL0462* NAD 83(1986)-  33 45 49.     (N)    093 25 44.     (W)     SCALED    
 DL0462* NAVD 88     -        81.27   (+/-2cm)     266.6    (feet)  VERTCON   
 DL0462  ___________________________________________________________________
 DL0462  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DL0462
 DL0462  VERT ORDER  -  ? (See Below)
 DL0462
 DL0462.The horizontal coordinates were scaled from a topographic map and have
 DL0462.an estimated accuracy of +/- 6 seconds.
 DL0462
 DL0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0462.The vertical order pertains to the NGVD 29 superseded value.
 DL0462
 DL0462.The geoid height was determined by GEOID03.
 DL0462
 DL0462;                    North         East    Units  Estimated Accuracy
 DL0462;SPC AR S     -   522,590.      267,640.      MT  (+/- 180 meters Scaled)
 DL0462
 DL0462                          SUPERSEDED SURVEY CONTROL
 DL0462
 DL0462  NGVD 29 (??/??/92)   81.272  (m)          266.64   (f) ADJ UNCH    ?  
 DL0462
 DL0462.Superseded values are not recommended for survey control.
 DL0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0462.See file dsdata.txt to determine how the superseded data were derived.
 DL0462
 DL0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT602360(NAD 83)
 DL0462_MARKER: R = RIVET
 DL0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0462_SP_SET: CULVERT
 DL0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0462
 DL0462  HISTORY     - Date     Condition        Report By
 DL0462  HISTORY     - UNK      MONUMENTED       MPRR
 DL0462  HISTORY     - 1935     GOOD             NGS
 DL0462  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0462
 DL0462                          STATION DESCRIPTION
 DL0462
 DL0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0462'3.5 MI NE FROM EMMET.
 DL0462'ABOUT 3.5 MILE NE OF EMMETT, ALONG THE M. P. RR TRACK.  100 FEET SE OF
 DL0462'HIGHWAY BRIDGE 67.  10 FEET SE OF CENTERLINE OF TRACK.  TOP CENTER OF
 DL0462'THE SE HEADWALL OF A DOUBLE BARREL 16X12 CONCRETE BOX CULVERT, 5 POLES
 DL0462'SW OF MILEPOST 446.
 DL0462
 DL0462                          STATION RECOVERY (1963)
 DL0462
 DL0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1007 ***********************************************************************
 FF1007  DESIGNATION -  RV 75
 FF1007  PID         -  FF1007
 FF1007  STATE/COUNTY-  AR/JACKSON
 FF1007  USGS QUAD   -  SWIFTON EAST (1980)
 FF1007
 FF1007                         *CURRENT SURVEY CONTROL
 FF1007  ___________________________________________________________________
 FF1007* NAD 83(1986)-  35 51 55.     (N)    091 06 12.     (W)     SCALED    
 FF1007* NAVD 88     -        77.05   (+/-2cm)     252.8    (feet)  VERTCON   
 FF1007  ___________________________________________________________________
 FF1007  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF1007
 FF1007  VERT ORDER  -  ? (See Below)
 FF1007
 FF1007.The horizontal coordinates were scaled from a topographic map and have
 FF1007.an estimated accuracy of +/- 6 seconds.
 FF1007
 FF1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1007.The vertical order pertains to the NGVD 29 superseded value.
 FF1007
 FF1007.The geoid height was determined by GEOID03.
 FF1007
 FF1007;                    North         East    Units  Estimated Accuracy
 FF1007;SPC AR N     -   170,330.      480,980.      MT  (+/- 180 meters Scaled)
 FF1007
 FF1007                          SUPERSEDED SURVEY CONTROL
 FF1007
 FF1007  NGVD 29 (??/??/??)   76.974  (m)          252.54   (f) ADJUSTED    ?  
 FF1007
 FF1007.Superseded values are not recommended for survey control.
 FF1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1007.See file dsdata.txt to determine how the superseded data were derived.
 FF1007
 FF1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV712706(NAD 83)
 FF1007_MARKER: R = RIVET
 FF1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1007_SP_SET: CULVERT
 FF1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1007+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002
 FF1007
 FF1007  HISTORY     - Date     Condition        Report By
 FF1007  HISTORY     - UNK      MONUMENTED       MPRR
 FF1007  HISTORY     - 1931     GOOD             CGS
 FF1007  HISTORY     - 1934     GOOD             CGS
 FF1007  HISTORY     - 20020925 GOOD             USACE
 FF1007
 FF1007                          STATION DESCRIPTION
 FF1007
 FF1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1007'2.2 MI SW FROM ALICIA.
 FF1007'IN JACKSON COUNTY, ABOUT 2-1/4 MILES SOUTHWEST ALONG THE MISSOURI
 FF1007'PACIFIC RAILROAD FROM ALICIA, LAWRENCE COUNTY, AT POLE 241+01,
 FF1007'AND IN THE CENTER OF THE EAST HEAD WALL OF A 2- BY 3-FOOT
 FF1007'CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 FF1007
 FF1007                          STATION RECOVERY (1934)
 FF1007
 FF1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1007'RECOVERED IN GOOD CONDITION.
 FF1007
 FF1007                          STATION RECOVERY (2002)
 FF1007
 FF1007'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0470 ***********************************************************************
 DL0470  DESIGNATION -  RV 750
 DL0470  PID         -  DL0470
 DL0470  STATE/COUNTY-  AR/NEVADA
 DL0470  USGS QUAD   -  PRESCOTT WEST (1970)
 DL0470
 DL0470                         *CURRENT SURVEY CONTROL
 DL0470  ___________________________________________________________________
 DL0470* NAD 83(1986)-  33 47 55.     (N)    093 23 06.     (W)     SCALED    
 DL0470* NAVD 88     -        91.92   (+/-2cm)     301.6    (feet)  VERTCON   
 DL0470  ___________________________________________________________________
 DL0470  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DL0470
 DL0470  VERT ORDER  -  ? (See Below)
 DL0470
 DL0470.The horizontal coordinates were scaled from a topographic map and have
 DL0470.an estimated accuracy of +/- 6 seconds.
 DL0470
 DL0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0470.The vertical order pertains to the NGVD 29 superseded value.
 DL0470
 DL0470.The geoid height was determined by GEOID03.
 DL0470
 DL0470;                    North         East    Units  Estimated Accuracy
 DL0470;SPC AR S     -   526,410.      271,760.      MT  (+/- 180 meters Scaled)
 DL0470
 DL0470                          SUPERSEDED SURVEY CONTROL
 DL0470
 DL0470  NGVD 29 (??/??/92)   91.925  (m)          301.59   (f) ADJ UNCH    ?  
 DL0470
 DL0470.Superseded values are not recommended for survey control.
 DL0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0470.See file dsdata.txt to determine how the superseded data were derived.
 DL0470
 DL0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT643398(NAD 83)
 DL0470_MARKER: R = RIVET
 DL0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0470_SP_SET: CULVERT
 DL0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0470
 DL0470  HISTORY     - Date     Condition        Report By
 DL0470  HISTORY     - UNK      MONUMENTED       MPRR
 DL0470  HISTORY     - 1935     GOOD             NGS
 DL0470  HISTORY     - 1963     GOOD             NGS
 DL0470
 DL0470                          STATION DESCRIPTION
 DL0470
 DL0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0470'0.5 MI SW FROM PRESCOTT.
 DL0470'ABOUT 0.5 MILE SW OF PRESCOTT, ALONG THE M.P. RR TRACK.  FROM STA. 0.5
 DL0470'MILE NE OF CROSSING.  40 FEET SE OF HIGHWAY BRIDGE 67.  15 FEET NW OF
 DL0470'CENTERLINE OF TRACK AND 6 FEET BELOW THE TRACK.  TOP CENTER OF NW
 DL0470'HEADWALL OF A DOUBLE BARREL 5X6 CONCRETE BOX CULVERT, 38 POLES SW OF
 DL0470'MILEPOST 442.
 DL0470
 DL0470                          STATION RECOVERY (1963)
 DL0470
 DL0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0474 ***********************************************************************
 DL0474  DESIGNATION -  RV 751
 DL0474  PID         -  DL0474
 DL0474  STATE/COUNTY-  AR/NEVADA
 DL0474  USGS QUAD   -  PRESCOTT WEST (1970)
 DL0474
 DL0474                         *CURRENT SURVEY CONTROL
 DL0474  ___________________________________________________________________
 DL0474* NAD 83(1986)-  33 48 16.     (N)    093 22 39.     (W)     SCALED    
 DL0474* NAVD 88     -        97.43   (+/-2cm)     319.7    (feet)  VERTCON   
 DL0474  ___________________________________________________________________
 DL0474  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL0474
 DL0474  VERT ORDER  -  ? (See Below)
 DL0474
 DL0474.The horizontal coordinates were scaled from a topographic map and have
 DL0474.an estimated accuracy of +/- 6 seconds.
 DL0474
 DL0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0474.The vertical order pertains to the NGVD 29 superseded value.
 DL0474
 DL0474.The geoid height was determined by GEOID03.
 DL0474
 DL0474;                    North         East    Units  Estimated Accuracy
 DL0474;SPC AR S     -   527,050.      272,460.      MT  (+/- 180 meters Scaled)
 DL0474
 DL0474                          SUPERSEDED SURVEY CONTROL
 DL0474
 DL0474  NGVD 29 (??/??/92)   97.431  (m)          319.65   (f) ADJ UNCH    ?  
 DL0474
 DL0474.Superseded values are not recommended for survey control.
 DL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0474.See file dsdata.txt to determine how the superseded data were derived.
 DL0474
 DL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT650405(NAD 83)
 DL0474_MARKER: R = RIVET
 DL0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0474_SP_SET: CULVERT
 DL0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0474
 DL0474  HISTORY     - Date     Condition        Report By
 DL0474  HISTORY     - UNK      MONUMENTED       MPRR
 DL0474  HISTORY     - 1935     GOOD             NGS
 DL0474  HISTORY     - 1963     GOOD             NGS
 DL0474
 DL0474                          STATION DESCRIPTION
 DL0474
 DL0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0474'0.4 MI NE FROM PRESCOTT.
 DL0474'ABOUT 0.4 MILE NE OF PRESCOTT, ALONG THE M. P. RR TRACK.  120 FEET SE
 DL0474'OF HIGHWAY.  20 FEET NW OF MAIN LINE OF TRACK.  TOP CENTER OF W
 DL0474'HEADWALL OF CONCRETE DOUBLE 24 INCH TILE PIPES CULVERT, 3 POLES SW OF
 DL0474'MILEPOST 442.
 DL0474
 DL0474                          STATION RECOVERY (1963)
 DL0474
 DL0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0476 ***********************************************************************
 DL0476  DESIGNATION -  RV 753
 DL0476  PID         -  DL0476
 DL0476  STATE/COUNTY-  AR/NEVADA
 DL0476  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0476
 DL0476                         *CURRENT SURVEY CONTROL
 DL0476  ___________________________________________________________________
 DL0476* NAD 83(1986)-  33 49 07.     (N)    093 21 46.     (W)     SCALED    
 DL0476* NAVD 88     -        84.62   (+/-2cm)     277.6    (feet)  VERTCON   
 DL0476  ___________________________________________________________________
 DL0476  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL0476
 DL0476  VERT ORDER  -  ? (See Below)
 DL0476
 DL0476.The horizontal coordinates were scaled from a topographic map and have
 DL0476.an estimated accuracy of +/- 6 seconds.
 DL0476
 DL0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0476.The vertical order pertains to the NGVD 29 superseded value.
 DL0476
 DL0476.The geoid height was determined by GEOID03.
 DL0476
 DL0476;                    North         East    Units  Estimated Accuracy
 DL0476;SPC AR S     -   528,600.      273,850.      MT  (+/- 180 meters Scaled)
 DL0476
 DL0476                          SUPERSEDED SURVEY CONTROL
 DL0476
 DL0476  NGVD 29 (??/??/92)   84.624  (m)          277.64   (f) ADJ UNCH    ?  
 DL0476
 DL0476.Superseded values are not recommended for survey control.
 DL0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0476.See file dsdata.txt to determine how the superseded data were derived.
 DL0476
 DL0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT664421(NAD 83)
 DL0476_MARKER: R = RIVET
 DL0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0476_SP_SET: CULVERT
 DL0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0476
 DL0476  HISTORY     - Date     Condition        Report By
 DL0476  HISTORY     - UNK      MONUMENTED       MPRR
 DL0476  HISTORY     - 1935     GOOD             NGS
 DL0476  HISTORY     - 1963     GOOD             NGS
 DL0476
 DL0476                          STATION DESCRIPTION
 DL0476
 DL0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0476'1.7 MI NE FROM PRESCOTT.
 DL0476'ABOUT 1.7 MILES NE OF PRESCOTT, ALONG THE M. P. RR TRACK.  25 FEET NW
 DL0476'OF COUNTY ROAD.  15 FEET SE OF CENTERLINE OF TRACK.  TOP CENTER OF E
 DL0476'HEADWALL OF A 5X6 CONCRETE BOX CULVERT, 30 POLES SW OF MILEPOST 440.
 DL0476
 DL0476                          STATION RECOVERY (1963)
 DL0476
 DL0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0477 ***********************************************************************
 DL0477  DESIGNATION -  RV 754
 DL0477  PID         -  DL0477
 DL0477  STATE/COUNTY-  AR/NEVADA
 DL0477  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0477
 DL0477                         *CURRENT SURVEY CONTROL
 DL0477  ___________________________________________________________________
 DL0477* NAD 83(1986)-  33 49 18.     (N)    093 21 36.     (W)     SCALED    
 DL0477* NAVD 88     -        83.382  (meters)     273.56   (feet)  ADJUSTED  
 DL0477  ___________________________________________________________________
 DL0477  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL0477  DYNAMIC HT  -          83.297 (meters)     273.28  (feet)  COMP
 DL0477  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 DL0477
 DL0477  VERT ORDER  -  SECOND    CLASS 0
 DL0477
 DL0477.The horizontal coordinates were scaled from a topographic map and have
 DL0477.an estimated accuracy of +/- 6 seconds.
 DL0477
 DL0477.The orthometric height was determined by differential leveling
 DL0477.and adjusted by the National Geodetic Survey in June 1991..
 DL0477
 DL0477.The geoid height was determined by GEOID03.
 DL0477
 DL0477.The dynamic height is computed by dividing the NAVD 88
 DL0477.geopotential number by the normal gravity value computed on the
 DL0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0477.degrees latitude (g = 980.6199 gals.).
 DL0477
 DL0477.The modeled gravity was interpolated from observed gravity values.
 DL0477
 DL0477;                    North         East    Units  Estimated Accuracy
 DL0477;SPC AR S     -   528,940.      274,110.      MT  (+/- 180 meters Scaled)
 DL0477
 DL0477                          SUPERSEDED SURVEY CONTROL
 DL0477
 DL0477  NGVD 29 (??/??/92)   83.384  (m)          273.57   (f) ADJ UNCH    2 0
 DL0477
 DL0477.Superseded values are not recommended for survey control.
 DL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0477.See file dsdata.txt to determine how the superseded data were derived.
 DL0477
 DL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT666424(NAD 83)
 DL0477_MARKER: R = RIVET
 DL0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0477_SP_SET: ABUTMENT
 DL0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0477
 DL0477  HISTORY     - Date     Condition        Report By
 DL0477  HISTORY     - UNK      MONUMENTED       MPRR
 DL0477  HISTORY     - 1935     GOOD             NGS
 DL0477  HISTORY     - 1963     GOOD             NGS
 DL0477
 DL0477                          STATION DESCRIPTION
 DL0477
 DL0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0477'2 MI NE FROM PRESCOTT.
 DL0477'ABOUT 2 MILES NE OF PRESCOTT, ALONG THE M. P. RR TRACK.  TOP CENTER OF
 DL0477'THE E END OF N ABUTMENT BRIDGE 703, 17 POLES SW OF MILEPOST 440.
 DL0477
 DL0477                          STATION RECOVERY (1963)
 DL0477
 DL0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0483 ***********************************************************************
 DL0483  DESIGNATION -  RV 758
 DL0483  PID         -  DL0483
 DL0483  STATE/COUNTY-  AR/NEVADA
 DL0483  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0483
 DL0483                         *CURRENT SURVEY CONTROL
 DL0483  ___________________________________________________________________
 DL0483* NAD 83(1986)-  33 50 40.     (N)    093 20 00.     (W)     SCALED    
 DL0483* NAVD 88     -        74.81   (+/-2cm)     245.4    (feet)  VERTCON   
 DL0483  ___________________________________________________________________
 DL0483  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DL0483
 DL0483  VERT ORDER  -  ? (See Below)
 DL0483
 DL0483.The horizontal coordinates were scaled from a topographic map and have
 DL0483.an estimated accuracy of +/- 6 seconds.
 DL0483
 DL0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0483.The vertical order pertains to the NGVD 29 superseded value.
 DL0483
 DL0483.The geoid height was determined by GEOID03.
 DL0483
 DL0483;                    North         East    Units  Estimated Accuracy
 DL0483;SPC AR S     -   531,430.      276,610.      MT  (+/- 180 meters Scaled)
 DL0483
 DL0483                          SUPERSEDED SURVEY CONTROL
 DL0483
 DL0483  NGVD 29 (??/??/92)   74.816  (m)          245.46   (f) ADJ UNCH    ?  
 DL0483
 DL0483.Superseded values are not recommended for survey control.
 DL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0483.See file dsdata.txt to determine how the superseded data were derived.
 DL0483
 DL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT691449(NAD 83)
 DL0483_MARKER: R = RIVET
 DL0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0483_SP_SET: ABUTMENT
 DL0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0483
 DL0483  HISTORY     - Date     Condition        Report By
 DL0483  HISTORY     - UNK      MONUMENTED       MPRR
 DL0483  HISTORY     - 1935     GOOD             NGS
 DL0483  HISTORY     - 1963     GOOD             NGS
 DL0483
 DL0483                          STATION DESCRIPTION
 DL0483
 DL0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0483'4.2 MI NE FROM PRESCOTT.
 DL0483'ABOUT 4.2 MILES NE OF PRESCOTT, ALONG THE M. P. RR TRACK 400 FEET S OF
 DL0483'SCHOOL.  6 FEET SE OF CENTERLINE OF TRACK.  TOP CENTER OF THE E WING
 DL0483'OF N ABUTMENT OF BRIDGE 700, 9 POLES SW OF MILEPOST 438.
 DL0483
 DL0483                          STATION RECOVERY (1963)
 DL0483
 DL0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0484 ***********************************************************************
 DL0484  DESIGNATION -  RV 759
 DL0484  PID         -  DL0484
 DL0484  STATE/COUNTY-  AR/NEVADA
 DL0484  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0484
 DL0484                         *CURRENT SURVEY CONTROL
 DL0484  ___________________________________________________________________
 DL0484* NAD 83(1986)-  33 50 55.     (N)    093 19 43.     (W)     SCALED    
 DL0484* NAVD 88     -        71.52   (+/-2cm)     234.6    (feet)  VERTCON   
 DL0484  ___________________________________________________________________
 DL0484  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DL0484
 DL0484  VERT ORDER  -  ? (See Below)
 DL0484
 DL0484.The horizontal coordinates were scaled from a topographic map and have
 DL0484.an estimated accuracy of +/- 6 seconds.
 DL0484
 DL0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0484.The vertical order pertains to the NGVD 29 superseded value.
 DL0484
 DL0484.The geoid height was determined by GEOID03.
 DL0484
 DL0484;                    North         East    Units  Estimated Accuracy
 DL0484;SPC AR S     -   531,890.      277,050.      MT  (+/- 180 meters Scaled)
 DL0484
 DL0484                          SUPERSEDED SURVEY CONTROL
 DL0484
 DL0484  NGVD 29 (??/??/92)   71.517  (m)          234.64   (f) ADJ UNCH    ?  
 DL0484
 DL0484.Superseded values are not recommended for survey control.
 DL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0484.See file dsdata.txt to determine how the superseded data were derived.
 DL0484
 DL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT696454(NAD 83)
 DL0484_MARKER: R = RIVET
 DL0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0484_SP_SET: CULVERT
 DL0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0484
 DL0484  HISTORY     - Date     Condition        Report By
 DL0484  HISTORY     - UNK      MONUMENTED       MPRR
 DL0484  HISTORY     - 1935     GOOD             NGS
 DL0484  HISTORY     - 1963     GOOD             NGS
 DL0484
 DL0484                          STATION DESCRIPTION
 DL0484
 DL0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0484'4.6 MI NE FROM PRESCOTT.
 DL0484'ABOUT 4.6 MILES NORTHEAST OF, ALONG M.P.R.R.  ABOUT .2 MILE WEST OF
 DL0484'STATION AT BOUGHTON.  15 FEET NORTH OF CENTERLINE OF MAIN LINE TRACK
 DL0484'OF MISSOURI PACIFIC R.R.  TOP CENTER OF THE WEST HEADWALL OF A 5X5 FT.
 DL0484'CONCRETE BOX CULVERT.  AT M.P. 437-32.
 DL0484
 DL0484                          STATION RECOVERY (1963)
 DL0484
 DL0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0489 ***********************************************************************
 DL0489  DESIGNATION -  RV 762
 DL0489  PID         -  DL0489
 DL0489  STATE/COUNTY-  AR/NEVADA
 DL0489  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0489
 DL0489                         *CURRENT SURVEY CONTROL
 DL0489  ___________________________________________________________________
 DL0489* NAD 83(1986)-  33 51 44.     (N)    093 17 56.     (W)     SCALED    
 DL0489* NAVD 88     -        64.198  (meters)     210.62   (feet)  ADJUSTED  
 DL0489  ___________________________________________________________________
 DL0489  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL0489  DYNAMIC HT  -          64.133 (meters)     210.41  (feet)  COMP
 DL0489  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 DL0489
 DL0489  VERT ORDER  -  SECOND    CLASS 0
 DL0489
 DL0489.The horizontal coordinates were scaled from a topographic map and have
 DL0489.an estimated accuracy of +/- 6 seconds.
 DL0489
 DL0489.The orthometric height was determined by differential leveling
 DL0489.and adjusted by the National Geodetic Survey in June 1991..
 DL0489
 DL0489.The geoid height was determined by GEOID03.
 DL0489
 DL0489.The dynamic height is computed by dividing the NAVD 88
 DL0489.geopotential number by the normal gravity value computed on the
 DL0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0489.degrees latitude (g = 980.6199 gals.).
 DL0489
 DL0489.The modeled gravity was interpolated from observed gravity values.
 DL0489
 DL0489;                    North         East    Units  Estimated Accuracy
 DL0489;SPC AR S     -   533,360.      279,820.      MT  (+/- 180 meters Scaled)
 DL0489
 DL0489                          SUPERSEDED SURVEY CONTROL
 DL0489
 DL0489  NGVD 29 (??/??/92)   64.198  (m)          210.62   (f) ADJ UNCH    2 0
 DL0489
 DL0489.Superseded values are not recommended for survey control.
 DL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0489.See file dsdata.txt to determine how the superseded data were derived.
 DL0489
 DL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT723469(NAD 83)
 DL0489_MARKER: R = RIVET
 DL0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0489_SP_SET: ABUTMENT
 DL0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0489
 DL0489  HISTORY     - Date     Condition        Report By
 DL0489  HISTORY     - UNK      MONUMENTED       MPRR
 DL0489  HISTORY     - 1935     GOOD             NGS
 DL0489  HISTORY     - 1963     GOOD             NGS
 DL0489
 DL0489                          STATION DESCRIPTION
 DL0489
 DL0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0489'1.8 MI NE FROM BOUGHTON.
 DL0489'ABOUT 1.8 MILES NORTHEAST OF, ALONG M.P. RY.  AT TOP CENTER OF THE
 DL0489'WEST SIDE OF THE CONCRETE BACKWALL OF THE SOUTH ABUTMENT OF BRIDGE
 DL0489'692, LITTLE MISSOURI RIVER.  36 POLES SW OF MILEPOST 435.  NOTE-- 3
 DL0489'1/2 FEET NW OF THE NW RAIL.
 DL0489
 DL0489                          STATION RECOVERY (1963)
 DL0489
 DL0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0491 ***********************************************************************
 DL0491  DESIGNATION -  RV 763
 DL0491  PID         -  DL0491
 DL0491  STATE/COUNTY-  AR/CLARK
 DL0491  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0491
 DL0491                         *CURRENT SURVEY CONTROL
 DL0491  ___________________________________________________________________
 DL0491* NAD 83(1986)-  33 51 49.     (N)    093 17 20.     (W)     SCALED    
 DL0491* NAVD 88     -        62.81   (+/-2cm)     206.1    (feet)  VERTCON   
 DL0491  ___________________________________________________________________
 DL0491  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DL0491
 DL0491  VERT ORDER  -  ? (See Below)
 DL0491
 DL0491.The horizontal coordinates were scaled from a topographic map and have
 DL0491.an estimated accuracy of +/- 6 seconds.
 DL0491
 DL0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0491.The vertical order pertains to the NGVD 29 superseded value.
 DL0491
 DL0491.The geoid height was determined by GEOID03.
 DL0491
 DL0491;                    North         East    Units  Estimated Accuracy
 DL0491;SPC AR S     -   533,510.      280,750.      MT  (+/- 180 meters Scaled)
 DL0491
 DL0491                          SUPERSEDED SURVEY CONTROL
 DL0491
 DL0491  NGVD 29 (??/??/92)   62.813  (m)          206.08   (f) ADJ UNCH    ?  
 DL0491
 DL0491.Superseded values are not recommended for survey control.
 DL0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0491.See file dsdata.txt to determine how the superseded data were derived.
 DL0491
 DL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT732470(NAD 83)
 DL0491_MARKER: R = RIVET
 DL0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0491_SP_SET: CONCRETE BASE
 DL0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0491
 DL0491  HISTORY     - Date     Condition        Report By
 DL0491  HISTORY     - UNK      MONUMENTED       MPRR
 DL0491  HISTORY     - 1935     GOOD             NGS
 DL0491  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0491
 DL0491                          STATION DESCRIPTION
 DL0491
 DL0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0491'2.4 MI NE FROM BOUGHTON.
 DL0491'ABOUT 2.4 MILES NORTHEAST OF, ALONG M.P. RY.  TOP NORTHEAST CORNER OF
 DL0491'CONCRETE BASE OF RELAY CASE.  10 FEET SOUTH OF RAILROAD CENTERLINE. 9
 DL0491'POLES SW OF MILEPOST 435.
 DL0491
 DL0491                          STATION RECOVERY (1963)
 DL0491
 DL0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0495 ***********************************************************************
 DL0495  DESIGNATION -  RV 766
 DL0495  PID         -  DL0495
 DL0495  STATE/COUNTY-  AR/CLARK
 DL0495  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0495
 DL0495                         *CURRENT SURVEY CONTROL
 DL0495  ___________________________________________________________________
 DL0495* NAD 83(1986)-  33 52 24.     (N)    093 15 13.     (W)     SCALED    
 DL0495* NAVD 88     -        62.07   (+/-2cm)     203.6    (feet)  VERTCON   
 DL0495  ___________________________________________________________________
 DL0495  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DL0495
 DL0495  VERT ORDER  -  ? (See Below)
 DL0495
 DL0495.The horizontal coordinates were scaled from a topographic map and have
 DL0495.an estimated accuracy of +/- 6 seconds.
 DL0495
 DL0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0495.The vertical order pertains to the NGVD 29 superseded value.
 DL0495
 DL0495.The geoid height was determined by GEOID03.
 DL0495
 DL0495;                    North         East    Units  Estimated Accuracy
 DL0495;SPC AR S     -   534,540.      284,030.      MT  (+/- 180 meters Scaled)
 DL0495
 DL0495                          SUPERSEDED SURVEY CONTROL
 DL0495
 DL0495  NGVD 29 (??/??/92)   62.074  (m)          203.65   (f) ADJ UNCH    ?  
 DL0495
 DL0495.Superseded values are not recommended for survey control.
 DL0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0495.See file dsdata.txt to determine how the superseded data were derived.
 DL0495
 DL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT765481(NAD 83)
 DL0495_MARKER: R = RIVET
 DL0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0495_SP_SET: FOUNDATION
 DL0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0495
 DL0495  HISTORY     - Date     Condition        Report By
 DL0495  HISTORY     - UNK      MONUMENTED       MPRR
 DL0495  HISTORY     - 1935     GOOD             NGS
 DL0495  HISTORY     - 1963     GOOD             NGS
 DL0495
 DL0495                          STATION DESCRIPTION
 DL0495
 DL0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0495'3 MI SW FROM BEIRNE.
 DL0495'ABOUT 3 MILES SOUTHWEST OF, ALONG M.P. RY.  10 FEET SOUTH OF
 DL0495'CENTERLINE OF TRACK, TOP NORTHEAST CORNER OF THE CONCRETE FOUNDATION
 DL0495'OF A RELAY CASE, 37 POLES SW OF MILEPOST 432.
 DL0495
 DL0495                          STATION RECOVERY (1963)
 DL0495
 DL0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0497 ***********************************************************************
 DL0497  DESIGNATION -  RV 767
 DL0497  PID         -  DL0497
 DL0497  STATE/COUNTY-  AR/CLARK
 DL0497  USGS QUAD   -  GURDON (1970)
 DL0497
 DL0497                         *CURRENT SURVEY CONTROL
 DL0497  ___________________________________________________________________
 DL0497* NAD 83(1986)-  33 52 38.     (N)    093 14 28.     (W)     SCALED    
 DL0497* NAVD 88     -        62.47   (+/-2cm)     205.0    (feet)  VERTCON   
 DL0497  ___________________________________________________________________
 DL0497  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DL0497
 DL0497  VERT ORDER  -  ? (See Below)
 DL0497
 DL0497.The horizontal coordinates were scaled from a topographic map and have
 DL0497.an estimated accuracy of +/- 6 seconds.
 DL0497
 DL0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0497.The vertical order pertains to the NGVD 29 superseded value.
 DL0497
 DL0497.The geoid height was determined by GEOID03.
 DL0497
 DL0497;                    North         East    Units  Estimated Accuracy
 DL0497;SPC AR S     -   534,960.      285,190.      MT  (+/- 180 meters Scaled)
 DL0497
 DL0497                          SUPERSEDED SURVEY CONTROL
 DL0497
 DL0497  NGVD 29 (??/??/92)   62.472  (m)          204.96   (f) ADJ UNCH    ?  
 DL0497
 DL0497.Superseded values are not recommended for survey control.
 DL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0497.See file dsdata.txt to determine how the superseded data were derived.
 DL0497
 DL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT777485(NAD 83)
 DL0497_MARKER: R = RIVET
 DL0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0497_SP_SET: BIRDGE
 DL0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0497
 DL0497  HISTORY     - Date     Condition        Report By
 DL0497  HISTORY     - UNK      MONUMENTED       MPRR
 DL0497  HISTORY     - 1935     GOOD             NGS
 DL0497  HISTORY     - 1963     GOOD             NGS
 DL0497
 DL0497                          STATION DESCRIPTION
 DL0497
 DL0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0497'2.3 MI SW FROM BEIRNE.
 DL0497'ABOUT 2.3 MILES SOUTHWEST OF, ALONG M.P.R.R.  NORTH OF TRESTLE NO.
 DL0497'685.  65 FEET NORTH OF CENTERLINE OF RAILROAD.  TOP CENTER NORTHEAST
 DL0497'CONCRETE WINGWALL OF HIGHWAY 51 BRIDGE, 14 1/2 POLES SW OF MILEPOST
 DL0497'432.  NOTE-- STATE HWY 51 IS NOW A COUNTY ROAD.
 DL0497
 DL0497                          STATION RECOVERY (1963)
 DL0497
 DL0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1009 ***********************************************************************
 FF1009  DESIGNATION -  RV 77
 FF1009  PID         -  FF1009
 FF1009  STATE/COUNTY-  AR/LAWRENCE
 FF1009  USGS QUAD   -  ALICIA (1980)
 FF1009
 FF1009                         *CURRENT SURVEY CONTROL
 FF1009  ___________________________________________________________________
 FF1009* NAD 83(1986)-  35 52 56.     (N)    091 05 29.     (W)     SCALED    
 FF1009* NAVD 88     -        77.912  (meters)     255.62   (feet)  ADJUSTED  
 FF1009  ___________________________________________________________________
 FF1009  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FF1009  DYNAMIC HT  -          77.847 (meters)     255.40  (feet)  COMP
 FF1009  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FF1009
 FF1009  VERT ORDER  -  FIRST     CLASS II
 FF1009
 FF1009.The horizontal coordinates were scaled from a topographic map and have
 FF1009.an estimated accuracy of +/- 6 seconds.
 FF1009
 FF1009.The orthometric height was determined by differential leveling
 FF1009.and adjusted by the National Geodetic Survey in June 1991..
 FF1009
 FF1009.The geoid height was determined by GEOID03.
 FF1009
 FF1009.The dynamic height is computed by dividing the NAVD 88
 FF1009.geopotential number by the normal gravity value computed on the
 FF1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1009.degrees latitude (g = 980.6199 gals.).
 FF1009
 FF1009.The modeled gravity was interpolated from observed gravity values.
 FF1009
 FF1009;                    North         East    Units  Estimated Accuracy
 FF1009;SPC AR N     -   172,220.      482,040.      MT  (+/- 180 meters Scaled)
 FF1009
 FF1009                          SUPERSEDED SURVEY CONTROL
 FF1009
 FF1009  NGVD 29 (??/??/??)   77.834  (m)          255.36   (f) ADJUSTED    1 2
 FF1009
 FF1009.Superseded values are not recommended for survey control.
 FF1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1009.See file dsdata.txt to determine how the superseded data were derived.
 FF1009
 FF1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV722725(NAD 83)
 FF1009_MARKER: R = RIVET
 FF1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1009+STABILITY: SURFACE MOTION
 FF1009
 FF1009  HISTORY     - Date     Condition        Report By
 FF1009  HISTORY     - UNK      MONUMENTED       MPRR
 FF1009  HISTORY     - 1931     GOOD             CGS
 FF1009  HISTORY     - 1934     GOOD             CGS
 FF1009  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF1009
 FF1009                          STATION DESCRIPTION
 FF1009
 FF1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1009'1 MI SW FROM ALICIA.
 FF1009'ABOUT 1 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1009'ALICIA, LAWRENCE COUNTY, AT POLE 239+33, AND IN THE SOUTHEAST
 FF1009'CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2398.  A STANDARD
 FF1009'MONEL-METAL RIVET.
 FF1009
 FF1009                          STATION RECOVERY (1934)
 FF1009
 FF1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1009'RECOVERED IN GOOD CONDITION.
 FF1009
 FF1009                          STATION RECOVERY (2002)
 FF1009
 FF1009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0501 ***********************************************************************
 DL0501  DESIGNATION -  RV 770
 DL0501  PID         -  DL0501
 DL0501  STATE/COUNTY-  AR/CLARK
 DL0501  USGS QUAD   -  GURDON (1970)
 DL0501
 DL0501                         *CURRENT SURVEY CONTROL
 DL0501  ___________________________________________________________________
 DL0501* NAD 83(1986)-  33 53 13.     (N)    093 12 34.     (W)     SCALED    
 DL0501* NAVD 88     -        67.85   (+/-2cm)     222.6    (feet)  VERTCON   
 DL0501  ___________________________________________________________________
 DL0501  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL0501
 DL0501  VERT ORDER  -  ? (See Below)
 DL0501
 DL0501.The horizontal coordinates were scaled from a topographic map and have
 DL0501.an estimated accuracy of +/- 6 seconds.
 DL0501
 DL0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0501.The vertical order pertains to the NGVD 29 superseded value.
 DL0501
 DL0501.The geoid height was determined by GEOID03.
 DL0501
 DL0501;                    North         East    Units  Estimated Accuracy
 DL0501;SPC AR S     -   536,000.      288,130.      MT  (+/- 180 meters Scaled)
 DL0501
 DL0501                          SUPERSEDED SURVEY CONTROL
 DL0501
 DL0501  NGVD 29 (??/??/92)   67.852  (m)          222.61   (f) ADJ UNCH    ?  
 DL0501
 DL0501.Superseded values are not recommended for survey control.
 DL0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0501.See file dsdata.txt to determine how the superseded data were derived.
 DL0501
 DL0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT806496(NAD 83)
 DL0501_MARKER: R = RIVET
 DL0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0501_SP_SET: ABUTMENT
 DL0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0501
 DL0501  HISTORY     - Date     Condition        Report By
 DL0501  HISTORY     - UNK      MONUMENTED       MPRR
 DL0501  HISTORY     - 1935     GOOD             NGS
 DL0501  HISTORY     - 1963     GOOD             NGS
 DL0501
 DL0501                          STATION DESCRIPTION
 DL0501
 DL0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0501'0.3 MI SW FROM BEIRNE.
 DL0501'ALONG MISSOURI PACIFIC R.R.  ABOUT .3 MILE WEST OF STATION AT BEIRNE.
 DL0501'TOP CENTER OF WEST SIDE OF CONCRETE BACKWALL OF THE NORTH ABUTMENT OF
 DL0501'BRIDGE 684, 19 POLES SW OF MILEPOST 430.  NOTE-- MARK IS IN THE CENTER
 DL0501'OF THE TOP OF THE NE ABUTMENT OF BRIDGE NO. 430.4.
 DL0501
 DL0501                          STATION RECOVERY (1963)
 DL0501
 DL0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0504 ***********************************************************************
 DL0504  DESIGNATION -  RV 771
 DL0504  PID         -  DL0504
 DL0504  STATE/COUNTY-  AR/CLARK
 DL0504  USGS QUAD   -  GURDON (1970)
 DL0504
 DL0504                         *CURRENT SURVEY CONTROL
 DL0504  ___________________________________________________________________
 DL0504* NAD 83(1986)-  33 53 22.     (N)    093 12 03.     (W)     SCALED    
 DL0504* NAVD 88     -        69.008  (meters)     226.40   (feet)  ADJUSTED  
 DL0504  ___________________________________________________________________
 DL0504  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0504  DYNAMIC HT  -          68.938 (meters)     226.17  (feet)  COMP
 DL0504  MODELED GRAV-     979,624.9   (mgal)                       NAVD 88
 DL0504
 DL0504  VERT ORDER  -  FIRST     CLASS II
 DL0504
 DL0504.The horizontal coordinates were scaled from a topographic map and have
 DL0504.an estimated accuracy of +/- 6 seconds.
 DL0504
 DL0504.The orthometric height was determined by differential leveling
 DL0504.and adjusted by the National Geodetic Survey in June 1991..
 DL0504
 DL0504.The geoid height was determined by GEOID03.
 DL0504
 DL0504.The dynamic height is computed by dividing the NAVD 88
 DL0504.geopotential number by the normal gravity value computed on the
 DL0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0504.degrees latitude (g = 980.6199 gals.).
 DL0504
 DL0504.The modeled gravity was interpolated from observed gravity values.
 DL0504
 DL0504;                    North         East    Units  Estimated Accuracy
 DL0504;SPC AR S     -   536,270.      288,930.      MT  (+/- 180 meters Scaled)
 DL0504
 DL0504                          SUPERSEDED SURVEY CONTROL
 DL0504
 DL0504  NGVD 29 (??/??/92)   68.985  (m)          226.33   (f) ADJ UNCH    1 2
 DL0504
 DL0504.Superseded values are not recommended for survey control.
 DL0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0504.See file dsdata.txt to determine how the superseded data were derived.
 DL0504
 DL0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT814499(NAD 83)
 DL0504_MARKER: R = RIVET
 DL0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0504_SP_SET: CULVERT
 DL0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0504
 DL0504  HISTORY     - Date     Condition        Report By
 DL0504  HISTORY     - UNK      MONUMENTED       MPRR
 DL0504  HISTORY     - 1960     GOOD             NGS
 DL0504  HISTORY     - 1963     GOOD             NGS
 DL0504
 DL0504                          STATION DESCRIPTION
 DL0504
 DL0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0504'3.7 MI SW FROM GURDON.
 DL0504'ABOUT 3.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0504'STATION AT GURDON, 2 1/2 POLES NORTHEAST OF MILEPOLE 430, SET IN THE
 DL0504'TOP AND CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF A BOX TYPE
 DL0504'CULVERT UNDER THE TRACKS, 0.2 MILE NORTHEAST OF THE POST OFFICE AT
 DL0504'BEIRNE, 7 RAILS SOUTHWEST OF THE NORTHEAST END OF A SIDING, 13.1 FEET
 DL0504'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 3 FEET BELOW THE TRACKS.
 DL0504
 DL0504                          STATION RECOVERY (1963)
 DL0504
 DL0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0505 ***********************************************************************
 DL0505  DESIGNATION -  RV 772
 DL0505  PID         -  DL0505
 DL0505  STATE/COUNTY-  AR/CLARK
 DL0505  USGS QUAD   -  GURDON (1970)
 DL0505
 DL0505                         *CURRENT SURVEY CONTROL
 DL0505  ___________________________________________________________________
 DL0505* NAD 83(1986)-  33 53 35.     (N)    093 11 23.     (W)     SCALED    
 DL0505* NAVD 88     -        71.161  (meters)     233.47   (feet)  ADJUSTED  
 DL0505  ___________________________________________________________________
 DL0505  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0505  DYNAMIC HT  -          71.089 (meters)     233.23  (feet)  COMP
 DL0505  MODELED GRAV-     979,626.0   (mgal)                       NAVD 88
 DL0505
 DL0505  VERT ORDER  -  FIRST     CLASS II
 DL0505
 DL0505.The horizontal coordinates were scaled from a topographic map and have
 DL0505.an estimated accuracy of +/- 6 seconds.
 DL0505
 DL0505.The orthometric height was determined by differential leveling
 DL0505.and adjusted by the National Geodetic Survey in June 1991..
 DL0505
 DL0505.The geoid height was determined by GEOID03.
 DL0505
 DL0505.The dynamic height is computed by dividing the NAVD 88
 DL0505.geopotential number by the normal gravity value computed on the
 DL0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0505.degrees latitude (g = 980.6199 gals.).
 DL0505
 DL0505.The modeled gravity was interpolated from observed gravity values.
 DL0505
 DL0505;                    North         East    Units  Estimated Accuracy
 DL0505;SPC AR S     -   536,660.      289,960.      MT  (+/- 180 meters Scaled)
 DL0505
 DL0505                          SUPERSEDED SURVEY CONTROL
 DL0505
 DL0505  NGVD 29 (??/??/92)   71.191  (m)          233.57   (f) ADJ UNCH    1 2
 DL0505
 DL0505.Superseded values are not recommended for survey control.
 DL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0505.See file dsdata.txt to determine how the superseded data were derived.
 DL0505
 DL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT824503(NAD 83)
 DL0505_MARKER: R = RIVET
 DL0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0505_SP_SET: FOUNDATION
 DL0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0505
 DL0505  HISTORY     - Date     Condition        Report By
 DL0505  HISTORY     - UNK      MONUMENTED       MPRR
 DL0505  HISTORY     - 1960     GOOD             NGS
 DL0505  HISTORY     - 1963     GOOD             NGS
 DL0505
 DL0505                          STATION DESCRIPTION
 DL0505
 DL0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0505'3.0 MI SW FROM GURDON.
 DL0505'ABOUT 3.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0505'STATION AT GURDON, 61.7 FEET EAST OF THE FIRST POLE NORTHEAST OF POLE
 DL0505'429.10, IN THE TOP OF THE EAST CORNER OF THE CONCRETE FOUNDATION OF
 DL0505'SIGNAL LIGHT NO. 4293 R, 21.4 FEET NORTHWEST OF THE NORTHWEST RAIL,
 DL0505'8.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, AND ABOUT 1
 DL0505'FOOT ABOVE THE TOP OF THE TRACKS.
 DL0505
 DL0505                          STATION RECOVERY (1963)
 DL0505
 DL0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0508 ***********************************************************************
 DL0508  DESIGNATION -  RV 774
 DL0508  PID         -  DL0508
 DL0508  STATE/COUNTY-  AR/CLARK
 DL0508  USGS QUAD   -  GURDON (1970)
 DL0508
 DL0508                         *CURRENT SURVEY CONTROL
 DL0508  ___________________________________________________________________
 DL0508* NAD 83(1986)-  33 54 06.     (N)    093 10 14.     (W)     SCALED    
 DL0508* NAVD 88     -        72.235  (meters)     236.99   (feet)  ADJUSTED  
 DL0508  ___________________________________________________________________
 DL0508  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DL0508  DYNAMIC HT  -          72.162 (meters)     236.75  (feet)  COMP
 DL0508  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 DL0508
 DL0508  VERT ORDER  -  FIRST     CLASS II
 DL0508
 DL0508.The horizontal coordinates were scaled from a topographic map and have
 DL0508.an estimated accuracy of +/- 6 seconds.
 DL0508
 DL0508.The orthometric height was determined by differential leveling
 DL0508.and adjusted by the National Geodetic Survey in June 1991..
 DL0508
 DL0508.The geoid height was determined by GEOID03.
 DL0508
 DL0508.The dynamic height is computed by dividing the NAVD 88
 DL0508.geopotential number by the normal gravity value computed on the
 DL0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0508.degrees latitude (g = 980.6199 gals.).
 DL0508
 DL0508.The modeled gravity was interpolated from observed gravity values.
 DL0508
 DL0508;                    North         East    Units  Estimated Accuracy
 DL0508;SPC AR S     -   537,600.      291,750.      MT  (+/- 180 meters Scaled)
 DL0508
 DL0508                          SUPERSEDED SURVEY CONTROL
 DL0508
 DL0508  NGVD 29 (??/??/92)   72.235  (m)          236.99   (f) ADJ UNCH    1 2
 DL0508
 DL0508.Superseded values are not recommended for survey control.
 DL0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0508.See file dsdata.txt to determine how the superseded data were derived.
 DL0508
 DL0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT842512(NAD 83)
 DL0508_MARKER: R = RIVET
 DL0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0508_SP_SET: CULVERT
 DL0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0508
 DL0508  HISTORY     - Date     Condition        Report By
 DL0508  HISTORY     - UNK      MONUMENTED       MPRR
 DL0508  HISTORY     - 1960     GOOD             NGS
 DL0508  HISTORY     - 1963     GOOD             NGS
 DL0508
 DL0508                          STATION DESCRIPTION
 DL0508
 DL0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0508'1.7 MI SW FROM GURDON.
 DL0508'ABOUT 1.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0508'STATION AT GURDON, 5 RAILS NORTHEAST OF MILEPOLE 428, SET IN THE TOP
 DL0508'AND THE CENTER OF A SMALL DOUBLE CHANNEL CONCRETE CULVERT, 13 FEET
 DL0508'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 6 FEET BELOW THE RAILS.
 DL0508
 DL0508                          STATION RECOVERY (1963)
 DL0508
 DL0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0841 ***********************************************************************
 EH0841  DESIGNATION -  RV 776
 EH0841  PID         -  EH0841
 EH0841  STATE/COUNTY-  AR/PHILLIPS
 EH0841  USGS QUAD   -  LEXA (1991)
 EH0841
 EH0841                         *CURRENT SURVEY CONTROL
 EH0841  ___________________________________________________________________
 EH0841* NAD 83(1986)-  34 36 07.     (N)    090 45 07.     (W)     SCALED    
 EH0841* NAVD 88     -        61.043  (meters)     200.27   (feet)  ADJUSTED  
 EH0841  ___________________________________________________________________
 EH0841  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH0841  DYNAMIC HT  -          60.984 (meters)     200.08  (feet)  COMP
 EH0841  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 EH0841
 EH0841  VERT ORDER  -  SECOND    CLASS 0
 EH0841
 EH0841.The horizontal coordinates were scaled from a topographic map and have
 EH0841.an estimated accuracy of +/- 6 seconds.
 EH0841
 EH0841.The orthometric height was determined by differential leveling
 EH0841.and adjusted by the National Geodetic Survey in June 1991..
 EH0841
 EH0841.The geoid height was determined by GEOID03.
 EH0841
 EH0841.The dynamic height is computed by dividing the NAVD 88
 EH0841.geopotential number by the normal gravity value computed on the
 EH0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0841.degrees latitude (g = 980.6199 gals.).
 EH0841
 EH0841.The modeled gravity was interpolated from observed gravity values.
 EH0841
 EH0841;                    North         East    Units  Estimated Accuracy
 EH0841;SPC AR S     -   615,350.      514,480.      MT  (+/- 180 meters Scaled)
 EH0841
 EH0841                          SUPERSEDED SURVEY CONTROL
 EH0841
 EH0841  NGVD 29 (??/??/??)   61.045  (m)          200.28   (f) ADJUSTED    2 0
 EH0841
 EH0841.Superseded values are not recommended for survey control.
 EH0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0841.See file dsdata.txt to determine how the superseded data were derived.
 EH0841
 EH0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU061311(NAD 83)
 EH0841_MARKER: R = RIVET
 EH0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0841_SP_SET: CULVERT
 EH0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0841
 EH0841  HISTORY     - Date     Condition        Report By
 EH0841  HISTORY     - UNK      MONUMENTED       MPRR
 EH0841  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0841
 EH0841                          STATION DESCRIPTION
 EH0841
 EH0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0841'0.4 MI N FROM LEXA.
 EH0841'0.4 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD MAIN TRACK FROM THE
 EH0841'STATION AT LEXA, PHILLIPS COUNTY, AT A DOUBLE 6-BY 8-BY 64-FOOT
 EH0841'CONCRETE BOX CULVERT, IN THE TOP OF THE CENTER OF THE EAST HEADWALL,
 EH0841'14 FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER
 EH0841'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.  NOTE-- A CULVERT WAS
 EH0841'FOUND 0.25 MILE NORTH OF STATION BUT THE HEAD WALLS ARE COVERED WITH
 EH0841'HEAVY TIMBERS.  NO CULVERT WAS FOUND AT A POINT 0.4 MILE NORTH OF
 EH0841'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1014 ***********************************************************************
 EH1014  DESIGNATION -  RV 780
 EH1014  PID         -  EH1014
 EH1014  STATE/COUNTY-  AR/LEE
 EH1014  USGS QUAD   -  MARIANNA (1992)
 EH1014
 EH1014                         *CURRENT SURVEY CONTROL
 EH1014  ___________________________________________________________________
 EH1014* NAD 83(1986)-  34 46 36.     (N)    090 46 06.     (W)     SCALED    
 EH1014* NAVD 88     -        71.574  (meters)     234.82   (feet)  ADJUSTED  
 EH1014  ___________________________________________________________________
 EH1014  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1014  DYNAMIC HT  -          71.508 (meters)     234.61  (feet)  COMP
 EH1014  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 EH1014
 EH1014  VERT ORDER  -  SECOND    CLASS 0
 EH1014
 EH1014.The horizontal coordinates were scaled from a topographic map and have
 EH1014.an estimated accuracy of +/- 6 seconds.
 EH1014
 EH1014.The orthometric height was determined by differential leveling
 EH1014.and adjusted by the National Geodetic Survey in June 1991..
 EH1014
 EH1014.The geoid height was determined by GEOID03.
 EH1014
 EH1014.The dynamic height is computed by dividing the NAVD 88
 EH1014.geopotential number by the normal gravity value computed on the
 EH1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1014.degrees latitude (g = 980.6199 gals.).
 EH1014
 EH1014.The modeled gravity was interpolated from observed gravity values.
 EH1014
 EH1014;                    North         East    Units  Estimated Accuracy
 EH1014;SPC AR S     -   634,710.      512,740.      MT  (+/- 180 meters Scaled)
 EH1014
 EH1014                          SUPERSEDED SURVEY CONTROL
 EH1014
 EH1014  NGVD 29 (??/??/??)   71.581  (m)          234.85   (f) ADJUSTED    2 0
 EH1014
 EH1014.Superseded values are not recommended for survey control.
 EH1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1014.See file dsdata.txt to determine how the superseded data were derived.
 EH1014
 EH1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU042505(NAD 83)
 EH1014_MARKER: R = RIVET
 EH1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1014+STABILITY: SURFACE MOTION
 EH1014
 EH1014  HISTORY     - Date     Condition        Report By
 EH1014  HISTORY     - UNK      MONUMENTED       MPRR
 EH1014  HISTORY     - 1935     GOOD             CGS
 EH1014
 EH1014                          STATION DESCRIPTION
 EH1014
 EH1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1014'0.7 MI N FROM MARIANNA.
 EH1014'54 FT. N.W. OF CROSSING OF STATE HWY 3 AND TRACK.  21 FT. S.W. OF
 EH1014'CENTERLINE OF MAIN TRACK.  15 FT. N.E. OF CENTERLINE OF STATE ROAD NO.
 EH1014'3.  MONEL METAL RIVET SET IN CONCRETE POST WHICH IS 2 1/2 FT. ABOVE
 EH1014'GROUND AND 12 IN. X 12 IN. SQ. F. A. P. 183-H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1016 ***********************************************************************
 EH1016  DESIGNATION -  RV 781
 EH1016  PID         -  EH1016
 EH1016  STATE/COUNTY-  AR/LEE
 EH1016  USGS QUAD   -  MARIANNA (1992)
 EH1016
 EH1016                         *CURRENT SURVEY CONTROL
 EH1016  ___________________________________________________________________
 EH1016* NAD 83(1986)-  34 47 42.     (N)    090 47 29.     (W)     SCALED    
 EH1016* NAVD 88     -        65.18   (+/-2cm)     213.8    (feet)  VERTCON   
 EH1016  ___________________________________________________________________
 EH1016  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1016
 EH1016  VERT ORDER  -  ? (See Below)
 EH1016
 EH1016.The horizontal coordinates were scaled from a topographic map and have
 EH1016.an estimated accuracy of +/- 6 seconds.
 EH1016
 EH1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1016.The vertical order pertains to the NGVD 29 superseded value.
 EH1016
 EH1016.The geoid height was determined by GEOID03.
 EH1016
 EH1016;                    North         East    Units  Estimated Accuracy
 EH1016;SPC AR S     -   636,720.      510,600.      MT  (+/- 180 meters Scaled)
 EH1016
 EH1016                          SUPERSEDED SURVEY CONTROL
 EH1016
 EH1016  NGVD 29 (??/??/??)   65.182  (m)          213.85   (f) ADJUSTED    ?  
 EH1016
 EH1016.Superseded values are not recommended for survey control.
 EH1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1016.See file dsdata.txt to determine how the superseded data were derived.
 EH1016
 EH1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU020525(NAD 83)
 EH1016_MARKER: R = RIVET
 EH1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1016_SP_SET: CULVERT
 EH1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1016
 EH1016  HISTORY     - Date     Condition        Report By
 EH1016  HISTORY     - UNK      MONUMENTED       MPRR
 EH1016  HISTORY     - 1935     GOOD             CGS
 EH1016
 EH1016                          STATION DESCRIPTION
 EH1016
 EH1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1016'.9 MI S FROM FELTON.
 EH1016'OPPOSITE MILE POST 310.9.  75 FEET EAST OF CENTERLINE OF ST. ROAD NO.
 EH1016'1.  13 FEET WEST OF CENTERLINE OF TRACK.  MONEL METAL RIVET SET IN
 EH1016'CENTER OF WEST HEADWALL OF 5 FT. X 6 FT. X 27 FT. CONCRETE CULVERT
 EH1016'UNDER TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1018 ***********************************************************************
 EH1018  DESIGNATION -  RV 782
 EH1018  PID         -  EH1018
 EH1018  STATE/COUNTY-  AR/LEE
 EH1018  USGS QUAD   -  MARIANNA (1992)
 EH1018
 EH1018                         *CURRENT SURVEY CONTROL
 EH1018  ___________________________________________________________________
 EH1018* NAD 83(1986)-  34 49 39.     (N)    090 47 48.     (W)     SCALED    
 EH1018* NAVD 88     -        61.217  (meters)     200.84   (feet)  ADJUSTED  
 EH1018  ___________________________________________________________________
 EH1018  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1018  DYNAMIC HT  -          61.161 (meters)     200.66  (feet)  COMP
 EH1018  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 EH1018
 EH1018  VERT ORDER  -  SECOND    CLASS 0
 EH1018
 EH1018.The horizontal coordinates were scaled from a topographic map and have
 EH1018.an estimated accuracy of +/- 6 seconds.
 EH1018
 EH1018.The orthometric height was determined by differential leveling
 EH1018.and adjusted by the National Geodetic Survey in June 1991..
 EH1018
 EH1018.The geoid height was determined by GEOID03.
 EH1018
 EH1018.The dynamic height is computed by dividing the NAVD 88
 EH1018.geopotential number by the normal gravity value computed on the
 EH1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1018.degrees latitude (g = 980.6199 gals.).
 EH1018
 EH1018.The modeled gravity was interpolated from observed gravity values.
 EH1018
 EH1018;                    North         East    Units  Estimated Accuracy
 EH1018;SPC AR S     -   640,320.      510,080.      MT  (+/- 180 meters Scaled)
 EH1018
 EH1018                          SUPERSEDED SURVEY CONTROL
 EH1018
 EH1018  NGVD 29 (??/??/??)   61.220  (m)          200.85   (f) ADJUSTED    2 0
 EH1018
 EH1018.Superseded values are not recommended for survey control.
 EH1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1018.See file dsdata.txt to determine how the superseded data were derived.
 EH1018
 EH1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU014561(NAD 83)
 EH1018_MARKER: R = RIVET
 EH1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1018_SP_SET: ABUTMENT
 EH1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1018+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003
 EH1018
 EH1018  HISTORY     - Date     Condition        Report By
 EH1018  HISTORY     - UNK      MONUMENTED       MPRR
 EH1018  HISTORY     - 1935     GOOD             CGS
 EH1018  HISTORY     - 20030305 GOOD             USACE
 EH1018
 EH1018                          STATION DESCRIPTION
 EH1018
 EH1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1018'1.5 MI N FROM FELTON.
 EH1018'0.8 MILE S. OF STEEL SPAN OVER LAANGUILLE RIVER.  AT RR BRIDGE NO.
 EH1018'1395.  OPP. MILEPOST 308.5.  IN EAST END OF S. CONCRETE ABUTMENT OF RR
 EH1018'TRESTLE.  10 FT. E. OF CENTERLINE OF TRACK.
 EH1018
 EH1018                          STATION RECOVERY (2003)
 EH1018
 EH1018'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1018'SMALL CRACK IN ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1020 ***********************************************************************
 EH1020  DESIGNATION -  RV 783
 EH1020  PID         -  EH1020
 EH1020  STATE/COUNTY-  AR/LEE
 EH1020  USGS QUAD   -  MARIANNA (1992)
 EH1020
 EH1020                         *CURRENT SURVEY CONTROL
 EH1020  ___________________________________________________________________
 EH1020* NAD 83(1986)-  34 51 23.     (N)    090 47 41.     (W)     SCALED    
 EH1020* NAVD 88     -        63.545  (meters)     208.48   (feet)  ADJUSTED  
 EH1020  ___________________________________________________________________
 EH1020  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1020  DYNAMIC HT  -          63.486 (meters)     208.29  (feet)  COMP
 EH1020  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 EH1020
 EH1020  VERT ORDER  -  SECOND    CLASS 0
 EH1020
 EH1020.The horizontal coordinates were scaled from a topographic map and have
 EH1020.an estimated accuracy of +/- 6 seconds.
 EH1020
 EH1020.The orthometric height was determined by differential leveling
 EH1020.and adjusted by the National Geodetic Survey in June 1991..
 EH1020
 EH1020.The geoid height was determined by GEOID03.
 EH1020
 EH1020.The dynamic height is computed by dividing the NAVD 88
 EH1020.geopotential number by the normal gravity value computed on the
 EH1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1020.degrees latitude (g = 980.6199 gals.).
 EH1020
 EH1020.The modeled gravity was interpolated from observed gravity values.
 EH1020
 EH1020;                    North         East    Units  Estimated Accuracy
 EH1020;SPC AR S     -   643,530.      510,220.      MT  (+/- 180 meters Scaled)
 EH1020
 EH1020                          SUPERSEDED SURVEY CONTROL
 EH1020
 EH1020  NGVD 29 (??/??/??)   63.544  (m)          208.48   (f) ADJUSTED    2 0
 EH1020
 EH1020.Superseded values are not recommended for survey control.
 EH1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1020.See file dsdata.txt to determine how the superseded data were derived.
 EH1020
 EH1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU016593(NAD 83)
 EH1020_MARKER: R = RIVET
 EH1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1020_SP_SET: FOUNDATION
 EH1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1020
 EH1020  HISTORY     - Date     Condition        Report By
 EH1020  HISTORY     - UNK      MONUMENTED       MPRR
 EH1020  HISTORY     - 1935     GOOD             CGS
 EH1020
 EH1020                          STATION DESCRIPTION
 EH1020
 EH1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1020'2.7 MI S FROM HAYNES.
 EH1020'2.7 MILES S. OF HAYNES.  AT POINT WHERE STATE HIGHWAY NO. 1 OVERPASSES
 EH1020'M.P.RY.  IN CONCRETE FOUNDATION, SOUTHERNMOST SUPPORTING COLUMN UNDER
 EH1020'OVERPASS.  13 FT. W. OF CENTERLINE OF TRACK.  OPP. MILEPOST 306.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1022 ***********************************************************************
 EH1022  DESIGNATION -  RV 784
 EH1022  PID         -  EH1022
 EH1022  STATE/COUNTY-  AR/LEE
 EH1022  USGS QUAD   -  HAYNES (1992)
 EH1022
 EH1022                         *CURRENT SURVEY CONTROL
 EH1022  ___________________________________________________________________
 EH1022* NAD 83(1986)-  34 52 45.     (N)    090 47 36.     (W)     SCALED    
 EH1022* NAVD 88     -        67.257  (meters)     220.66   (feet)  ADJUSTED  
 EH1022  ___________________________________________________________________
 EH1022  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1022  DYNAMIC HT  -          67.195 (meters)     220.46  (feet)  COMP
 EH1022  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 EH1022
 EH1022  VERT ORDER  -  SECOND    CLASS 0
 EH1022
 EH1022.The horizontal coordinates were scaled from a topographic map and have
 EH1022.an estimated accuracy of +/- 6 seconds.
 EH1022
 EH1022.The orthometric height was determined by differential leveling
 EH1022.and adjusted by the National Geodetic Survey in June 1991..
 EH1022
 EH1022.The geoid height was determined by GEOID03.
 EH1022
 EH1022.The dynamic height is computed by dividing the NAVD 88
 EH1022.geopotential number by the normal gravity value computed on the
 EH1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1022.degrees latitude (g = 980.6199 gals.).
 EH1022
 EH1022.The modeled gravity was interpolated from observed gravity values.
 EH1022
 EH1022;                    North         East    Units  Estimated Accuracy
 EH1022;SPC AR S     -   646,060.      510,320.      MT  (+/- 180 meters Scaled)
 EH1022
 EH1022                          SUPERSEDED SURVEY CONTROL
 EH1022
 EH1022  NGVD 29 (??/??/??)   67.254  (m)          220.65   (f) ADJUSTED    2 0
 EH1022
 EH1022.Superseded values are not recommended for survey control.
 EH1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1022.See file dsdata.txt to determine how the superseded data were derived.
 EH1022
 EH1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU016618(NAD 83)
 EH1022_MARKER: R = RIVET
 EH1022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1022_SP_SET: CULVERT
 EH1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1022+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 EH1022
 EH1022  HISTORY     - Date     Condition        Report By
 EH1022  HISTORY     - UNK      MONUMENTED       MPRR
 EH1022  HISTORY     - 1935     GOOD             CGS
 EH1022  HISTORY     - 20030403 GOOD             USACE
 EH1022
 EH1022                          STATION DESCRIPTION
 EH1022
 EH1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1022'1 MI S FROM HAYNES.
 EH1022'OPPOSITE MILEPOST 304.8.  IN CENTER OF W. HEADWALL OF CONCRETE CULVERT
 EH1022'(31/2X6X24) UNDER TRACK.  12 FT. W. OF CENTERLINE OF TRACK.
 EH1022
 EH1022                          STATION RECOVERY (2003)
 EH1022
 EH1022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1023 ***********************************************************************
 EH1023  DESIGNATION -  RV 785
 EH1023  PID         -  EH1023
 EH1023  STATE/COUNTY-  AR/LEE
 EH1023  USGS QUAD   -  HAYNES (1992)
 EH1023
 EH1023                         *CURRENT SURVEY CONTROL
 EH1023  ___________________________________________________________________
 EH1023* NAD 83(1986)-  34 53 04.     (N)    090 47 35.     (W)     SCALED    
 EH1023* NAVD 88     -        68.33   (+/-2cm)     224.2    (feet)  VERTCON   
 EH1023  ___________________________________________________________________
 EH1023  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1023
 EH1023  VERT ORDER  -  ? (See Below)
 EH1023
 EH1023.The horizontal coordinates were scaled from a topographic map and have
 EH1023.an estimated accuracy of +/- 6 seconds.
 EH1023
 EH1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1023.The vertical order pertains to the NGVD 29 superseded value.
 EH1023
 EH1023.The geoid height was determined by GEOID03.
 EH1023
 EH1023;                    North         East    Units  Estimated Accuracy
 EH1023;SPC AR S     -   646,640.      510,340.      MT  (+/- 180 meters Scaled)
 EH1023
 EH1023                          SUPERSEDED SURVEY CONTROL
 EH1023
 EH1023  NGVD 29 (??/??/??)   68.327  (m)          224.17   (f) ADJUSTED    ?  
 EH1023
 EH1023.Superseded values are not recommended for survey control.
 EH1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1023.See file dsdata.txt to determine how the superseded data were derived.
 EH1023
 EH1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU016624(NAD 83)
 EH1023_MARKER: R = RIVET
 EH1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1023_SP_SET: CULVERT
 EH1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1023
 EH1023  HISTORY     - Date     Condition        Report By
 EH1023  HISTORY     - UNK      MONUMENTED       MPRR
 EH1023  HISTORY     - 1935     GOOD             CGS
 EH1023
 EH1023                          STATION DESCRIPTION
 EH1023
 EH1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1023'.6 MI S FROM HAYNES.
 EH1023'OPPOSITE MILEPOST 304.5.  IN CENTER OF W. CONCRETE HEADWALL OF 2 X 24
 EH1023'FT. CORRUGATED IRON PIPE CULVERT UNDER TRACK.  12 FT. W. OF CENTERLINE
 EH1023'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1027 ***********************************************************************
 EH1027  DESIGNATION -  RV 786
 EH1027  PID         -  EH1027
 EH1027  STATE/COUNTY-  AR/LEE
 EH1027  USGS QUAD   -  HAYNES (1992)
 EH1027
 EH1027                         *CURRENT SURVEY CONTROL
 EH1027  ___________________________________________________________________
 EH1027* NAD 83(1986)-  34 54 10.     (N)    090 47 28.     (W)     SCALED    
 EH1027* NAVD 88     -        67.06   (+/-2cm)     220.0    (feet)  VERTCON   
 EH1027  ___________________________________________________________________
 EH1027  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH1027
 EH1027  VERT ORDER  -  ? (See Below)
 EH1027
 EH1027.The horizontal coordinates were scaled from a topographic map and have
 EH1027.an estimated accuracy of +/- 6 seconds.
 EH1027
 EH1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1027.The vertical order pertains to the NGVD 29 superseded value.
 EH1027
 EH1027.The geoid height was determined by GEOID03.
 EH1027
 EH1027;                    North         East    Units  Estimated Accuracy
 EH1027;SPC AR S     -   648,680.      510,490.      MT  (+/- 180 meters Scaled)
 EH1027
 EH1027                          SUPERSEDED SURVEY CONTROL
 EH1027
 EH1027  NGVD 29 (??/??/??)   67.053  (m)          219.99   (f) ADJUSTED    ?  
 EH1027
 EH1027.Superseded values are not recommended for survey control.
 EH1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1027.See file dsdata.txt to determine how the superseded data were derived.
 EH1027
 EH1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU018644(NAD 83)
 EH1027_MARKER: R = RIVET
 EH1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1027_SP_SET: CULVERT
 EH1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1027
 EH1027  HISTORY     - Date     Condition        Report By
 EH1027  HISTORY     - UNK      MONUMENTED       MPRR
 EH1027  HISTORY     - 1935     GOOD             CGS
 EH1027
 EH1027                          STATION DESCRIPTION
 EH1027
 EH1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1027'3.2 MI S FROM BONAIR.
 EH1027'OPPOSITE MILEPOST 303.2.  0.1 MILE S. OF ST. FRANCIS-LEE COUNTY LINE.
 EH1027'110 FT. N. OF PRIVATE ROAD CROSSING.  60 FT. W. OF CENTERLINE OF STATE
 EH1027'HIGHWAY NO. 1.  15 FT. E. OF TRACK.  IN CENTER OF E. HEADWALL OF
 EH1027'4X5X30 CONCRETE CULVERT UNDER TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1028 ***********************************************************************
 EH1028  DESIGNATION -  RV 787
 EH1028  PID         -  EH1028
 EH1028  STATE/COUNTY-  AR/ST FRANCIS
 EH1028  USGS QUAD   -  HAYNES (1992)
 EH1028
 EH1028                         *CURRENT SURVEY CONTROL
 EH1028  ___________________________________________________________________
 EH1028* NAD 83(1986)-  34 54 26.     (N)    090 47 28.     (W)     SCALED    
 EH1028* NAVD 88     -        67.527  (meters)     221.54   (feet)  ADJUSTED  
 EH1028  ___________________________________________________________________
 EH1028  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH1028  DYNAMIC HT  -          67.465 (meters)     221.34  (feet)  COMP
 EH1028  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 EH1028
 EH1028  VERT ORDER  -  SECOND    CLASS 0
 EH1028
 EH1028.The horizontal coordinates were scaled from a topographic map and have
 EH1028.an estimated accuracy of +/- 6 seconds.
 EH1028
 EH1028.The orthometric height was determined by differential leveling
 EH1028.and adjusted by the National Geodetic Survey in June 1991..
 EH1028
 EH1028.The geoid height was determined by GEOID03.
 EH1028
 EH1028.The dynamic height is computed by dividing the NAVD 88
 EH1028.geopotential number by the normal gravity value computed on the
 EH1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1028.degrees latitude (g = 980.6199 gals.).
 EH1028
 EH1028.The modeled gravity was interpolated from observed gravity values.
 EH1028
 EH1028;                    North         East    Units  Estimated Accuracy
 EH1028;SPC AR N     -    64,350.      510,480.      MT  (+/- 180 meters Scaled)
 EH1028
 EH1028                          SUPERSEDED SURVEY CONTROL
 EH1028
 EH1028  NGVD 29 (??/??/??)   67.521  (m)          221.53   (f) ADJUSTED    2 0
 EH1028
 EH1028.Superseded values are not recommended for survey control.
 EH1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1028.See file dsdata.txt to determine how the superseded data were derived.
 EH1028
 EH1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU018649(NAD 83)
 EH1028_MARKER: R = RIVET
 EH1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1028_SP_SET: CULVERT
 EH1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1028+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 EH1028
 EH1028  HISTORY     - Date     Condition        Report By
 EH1028  HISTORY     - UNK      MONUMENTED       MPRR
 EH1028  HISTORY     - 1935     GOOD             CGS
 EH1028  HISTORY     - 20030403 GOOD             USACE
 EH1028
 EH1028                          STATION DESCRIPTION
 EH1028
 EH1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1028'2.9 MI S FROM BONAIR.
 EH1028'OPPOSITE MILEPOST 302.9.  400 FT. N. OF PRIVATE ROAD CROSSING.  18 FT.
 EH1028'W. OF CENTERLINE TRACK.  IN CENTER OF W. CONCRETE HEADWALL OF 2X36
 EH1028'VIT. CLAY PIPE CULVERT UNDER TRACK.
 EH1028
 EH1028                          STATION RECOVERY (2003)
 EH1028
 EH1028'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1030 ***********************************************************************
 EH1030  DESIGNATION -  RV 788
 EH1030  PID         -  EH1030
 EH1030  STATE/COUNTY-  AR/ST FRANCIS
 EH1030  USGS QUAD   -  HAYNES (1992)
 EH1030
 EH1030                         *CURRENT SURVEY CONTROL
 EH1030  ___________________________________________________________________
 EH1030* NAD 83(1986)-  34 55 44.     (N)    090 47 27.     (W)     SCALED    
 EH1030* NAVD 88     -        67.05   (+/-2cm)     220.0    (feet)  VERTCON   
 EH1030  ___________________________________________________________________
 EH1030  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH1030
 EH1030  VERT ORDER  -  ? (See Below)
 EH1030
 EH1030.The horizontal coordinates were scaled from a topographic map and have
 EH1030.an estimated accuracy of +/- 6 seconds.
 EH1030
 EH1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1030.The vertical order pertains to the NGVD 29 superseded value.
 EH1030
 EH1030.The geoid height was determined by GEOID03.
 EH1030
 EH1030;                    North         East    Units  Estimated Accuracy
 EH1030;SPC AR N     -    66,750.      510,480.      MT  (+/- 180 meters Scaled)
 EH1030
 EH1030                          SUPERSEDED SURVEY CONTROL
 EH1030
 EH1030  NGVD 29 (??/??/??)   67.044  (m)          219.96   (f) ADJUSTED    ?  
 EH1030
 EH1030.Superseded values are not recommended for survey control.
 EH1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1030.See file dsdata.txt to determine how the superseded data were derived.
 EH1030
 EH1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017673(NAD 83)
 EH1030_MARKER: R = RIVET
 EH1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1030_SP_SET: CULVERT
 EH1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1030
 EH1030  HISTORY     - Date     Condition        Report By
 EH1030  HISTORY     - UNK      MONUMENTED       MPRR
 EH1030  HISTORY     - 1935     GOOD             CGS
 EH1030
 EH1030                          STATION DESCRIPTION
 EH1030
 EH1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1030'1.4 MI S FROM BONAIR.
 EH1030'OPPOSITE MILEPOST 301.4.  250 FT. NW OF FARM HOUSE.  75 FT. N. OF
 EH1030'PRIVATE ROAD CROSSING.  75 FT. W OF CENTER LINE OF STATE ROAD NO. 1.
 EH1030'70 FT. N. OF NORTHERNMOST OF ROW OF 4 LARGE ELM TREES ON W SIDE OF
 EH1030'ROAD AND DIRECTLY ACROSS ROAD FROM HOUSE.  IN CENTER OF E. HEADWALL OF
 EH1030'5X20X24 FT. CONCRETE CULVERT UNDER TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1032 ***********************************************************************
 EH1032  DESIGNATION -  RV 789
 EH1032  PID         -  EH1032
 EH1032  STATE/COUNTY-  AR/ST FRANCIS
 EH1032  USGS QUAD   -  HAYNES (1992)
 EH1032
 EH1032                         *CURRENT SURVEY CONTROL
 EH1032  ___________________________________________________________________
 EH1032* NAD 83(1986)-  34 56 55.     (N)    090 47 26.     (W)     SCALED    
 EH1032* NAVD 88     -        69.46   (+/-2cm)     227.9    (feet)  VERTCON   
 EH1032  ___________________________________________________________________
 EH1032  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH1032
 EH1032  VERT ORDER  -  ? (See Below)
 EH1032
 EH1032.The horizontal coordinates were scaled from a topographic map and have
 EH1032.an estimated accuracy of +/- 6 seconds.
 EH1032
 EH1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1032.The vertical order pertains to the NGVD 29 superseded value.
 EH1032
 EH1032.The geoid height was determined by GEOID03.
 EH1032
 EH1032;                    North         East    Units  Estimated Accuracy
 EH1032;SPC AR N     -    68,940.      510,470.      MT  (+/- 180 meters Scaled)
 EH1032
 EH1032                          SUPERSEDED SURVEY CONTROL
 EH1032
 EH1032  NGVD 29 (??/??/??)   69.448  (m)          227.85   (f) ADJUSTED    ?  
 EH1032
 EH1032.Superseded values are not recommended for survey control.
 EH1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1032.See file dsdata.txt to determine how the superseded data were derived.
 EH1032
 EH1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017695(NAD 83)
 EH1032_MARKER: R = RIVET
 EH1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1032_SP_SET: CULVERT
 EH1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1032
 EH1032  HISTORY     - Date     Condition        Report By
 EH1032  HISTORY     - UNK      MONUMENTED       MPRR
 EH1032  HISTORY     - 1935     GOOD             CGS
 EH1032
 EH1032                          STATION DESCRIPTION
 EH1032
 EH1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1032'IN BONAIR.
 EH1032'OPPOSITE MILEPOST 300.  AT POINT WHERE STATE ROAD NO. 1 PARALLELS
 EH1032'TRACK.  300 FEET SOUTH OF DEPOT.  250 FEET SOUTH OF ROAD CROSSING.
 EH1032'ABOUT 85 FEET WEST OF CENTERLINE OF HWY. NO. 1 AT SOUTH END OF PASSING
 EH1032'TRACK.  IN CENTER OF EAST HEADWALL OF TRIPLE 3X5X24 FT. CONCRETE
 EH1032'CULVERT UNDER TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1112 ***********************************************************************
 FF1112  DESIGNATION -  RV 79
 FF1112  PID         -  FF1112
 FF1112  STATE/COUNTY-  AR/LAWRENCE
 FF1112  USGS QUAD   -  ALICIA (1980)
 FF1112
 FF1112                         *CURRENT SURVEY CONTROL
 FF1112  ___________________________________________________________________
 FF1112* NAD 83(1986)-  35 53 54.     (N)    091 04 50.     (W)     SCALED    
 FF1112* NAVD 88     -        76.972  (meters)     252.53   (feet)  ADJUSTED  
 FF1112  ___________________________________________________________________
 FF1112  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FF1112  DYNAMIC HT  -          76.907 (meters)     252.32  (feet)  COMP
 FF1112  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 FF1112
 FF1112  VERT ORDER  -  FIRST     CLASS II
 FF1112
 FF1112.The horizontal coordinates were scaled from a topographic map and have
 FF1112.an estimated accuracy of +/- 6 seconds.
 FF1112
 FF1112.The orthometric height was determined by differential leveling
 FF1112.and adjusted by the National Geodetic Survey in June 1991..
 FF1112
 FF1112.The geoid height was determined by GEOID03.
 FF1112
 FF1112.The dynamic height is computed by dividing the NAVD 88
 FF1112.geopotential number by the normal gravity value computed on the
 FF1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1112.degrees latitude (g = 980.6199 gals.).
 FF1112
 FF1112.The modeled gravity was interpolated from observed gravity values.
 FF1112
 FF1112;                    North         East    Units  Estimated Accuracy
 FF1112;SPC AR N     -   174,010.      483,000.      MT  (+/- 180 meters Scaled)
 FF1112
 FF1112                          SUPERSEDED SURVEY CONTROL
 FF1112
 FF1112  NGVD 29 (??/??/??)   76.892  (m)          252.27   (f) ADJUSTED    1 2
 FF1112
 FF1112.Superseded values are not recommended for survey control.
 FF1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1112.See file dsdata.txt to determine how the superseded data were derived.
 FF1112
 FF1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV732743(NAD 83)
 FF1112_MARKER: R = RIVET
 FF1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1112_SP_SET: CULVERT
 FF1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1112
 FF1112  HISTORY     - Date     Condition        Report By
 FF1112  HISTORY     - UNK      MONUMENTED       MPRR
 FF1112  HISTORY     - 1931     GOOD             CGS
 FF1112  HISTORY     - 1934     GOOD             CGS
 FF1112  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF1112
 FF1112                          STATION DESCRIPTION
 FF1112
 FF1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1112'0.2 MI N FROM ALICIA.
 FF1112'ABOUT 1/4 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1112'ALICIA, LAWRENCE COUNTY, AT POLE 238+24, AND IN THE CENTER OF
 FF1112'THE EAST HEAD WALL OF A 3- BY 4-FOOT CONCRETE CULVERT.  A
 FF1112'STANDARD MONEL-METAL RIVET.
 FF1112
 FF1112                          STATION RECOVERY (1934)
 FF1112
 FF1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1112'RECOVERED IN GOOD CONDITION.
 FF1112
 FF1112                          STATION RECOVERY (2002)
 FF1112
 FF1112'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1331 ***********************************************************************
 FF1331  DESIGNATION -  RV 8
 FF1331  PID         -  FF1331
 FF1331  STATE/COUNTY-  AR/WHITE
 FF1331  USGS QUAD   -  BALD KNOB (1994)
 FF1331
 FF1331                         *CURRENT SURVEY CONTROL
 FF1331  ___________________________________________________________________
 FF1331* NAD 83(1986)-  35 17 18.     (N)    091 36 00.     (W)     SCALED    
 FF1331* NAVD 88     -        65.654  (meters)     215.40   (feet)  ADJUSTED  
 FF1331  ___________________________________________________________________
 FF1331  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1331  DYNAMIC HT  -          65.595 (meters)     215.21  (feet)  COMP
 FF1331  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FF1331
 FF1331  VERT ORDER  -  FIRST     CLASS II
 FF1331
 FF1331.The horizontal coordinates were scaled from a topographic map and have
 FF1331.an estimated accuracy of +/- 6 seconds.
 FF1331
 FF1331.The orthometric height was determined by differential leveling
 FF1331.and adjusted by the National Geodetic Survey in June 1991..
 FF1331
 FF1331.The geoid height was determined by GEOID03.
 FF1331
 FF1331.The dynamic height is computed by dividing the NAVD 88
 FF1331.geopotential number by the normal gravity value computed on the
 FF1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1331.degrees latitude (g = 980.6199 gals.).
 FF1331
 FF1331.The modeled gravity was interpolated from observed gravity values.
 FF1331
 FF1331;                    North         East    Units  Estimated Accuracy
 FF1331;SPC AR N     -   106,020.      436,390.      MT  (+/- 180 meters Scaled)
 FF1331
 FF1331                          SUPERSEDED SURVEY CONTROL
 FF1331
 FF1331  NGVD 29 (??/??/??)   65.608  (m)          215.25   (f) ADJUSTED    1 2
 FF1331
 FF1331.Superseded values are not recommended for survey control.
 FF1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1331.See file dsdata.txt to determine how the superseded data were derived.
 FF1331
 FF1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV273059(NAD 83)
 FF1331_MARKER: R = RIVET
 FF1331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1331_SP_SET: CULVERT
 FF1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1331
 FF1331  HISTORY     - Date     Condition        Report By
 FF1331  HISTORY     - UNK      MONUMENTED       MPRR
 FF1331  HISTORY     - 1931     GOOD             CGS
 FF1331  HISTORY     - 1934     GOOD             CGS
 FF1331
 FF1331                          STATION DESCRIPTION
 FF1331
 FF1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1331'2 MI NE FROM JUDSONIA.
 FF1331'ABOUT 2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1331'JUDSONIA, WHITE COUNTY, AT POLE 290+25, AND IN THE CENTER OF
 FF1331'THE WEST HEAD WALL OF A 3- BY 3-FOOT CONCRETE CULVERT.  A
 FF1331'STANDARD MONEL-METAL RIVET.
 FF1331
 FF1331                          STATION RECOVERY (1934)
 FF1331
 FF1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0075 ***********************************************************************
 GG0075  DESIGNATION -  RV 8
 GG0075  PID         -  GG0075
 GG0075  STATE/COUNTY-  AR/WASHINGTON
 GG0075  USGS QUAD   -  SPRINGDALE (1994)
 GG0075
 GG0075                         *CURRENT SURVEY CONTROL
 GG0075  ___________________________________________________________________
 GG0075* NAD 83(1986)-  36 09 31.     (N)    094 08 29.     (W)     SCALED    
 GG0075* NAVD 88     -       401.326  (meters)    1316.68   (feet)  ADJUSTED  
 GG0075  ___________________________________________________________________
 GG0075  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0075  DYNAMIC HT  -         400.969 (meters)    1315.51  (feet)  COMP
 GG0075  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 GG0075
 GG0075  VERT ORDER  -  FIRST     CLASS II
 GG0075
 GG0075.The horizontal coordinates were scaled from a topographic map and have
 GG0075.an estimated accuracy of +/- 6 seconds.
 GG0075
 GG0075.The orthometric height was determined by differential leveling
 GG0075.and adjusted by the National Geodetic Survey in June 1991..
 GG0075
 GG0075.The geoid height was determined by GEOID03.
 GG0075
 GG0075.The dynamic height is computed by dividing the NAVD 88
 GG0075.geopotential number by the normal gravity value computed on the
 GG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0075.degrees latitude (g = 980.6199 gals.).
 GG0075
 GG0075.The modeled gravity was interpolated from observed gravity values.
 GG0075
 GG0075;                    North         East    Units  Estimated Accuracy
 GG0075;SPC AR N     -   204,600.      207,330.      MT  (+/- 180 meters Scaled)
 GG0075
 GG0075                          SUPERSEDED SURVEY CONTROL
 GG0075
 GG0075  NGVD 29 (??/??/92)  401.197  (m)         1316.26   (f) ADJ UNCH    1 2
 GG0075
 GG0075.Superseded values are not recommended for survey control.
 GG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0075.See file dsdata.txt to determine how the superseded data were derived.
 GG0075
 GG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA973021(NAD 83)
 GG0075_MARKER: R = RIVET
 GG0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0075_SP_SET: CULVERT
 GG0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0075
 GG0075  HISTORY     - Date     Condition        Report By
 GG0075  HISTORY     - UNK      MONUMENTED       SLSFRR
 GG0075  HISTORY     - 1960     GOOD             NGS
 GG0075  HISTORY     - 1987     GOOD             USPSQD
 GG0075  HISTORY     - 1987     GOOD             USPSQD
 GG0075  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0075
 GG0075                          STATION DESCRIPTION
 GG0075
 GG0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0075'2 MI S FROM SPRINGDALE.
 GG0075'2.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0075'SPRINGDALE, WASHINGTON COUNTY, 6-1/2 POLES SOUTH OF MILEPOST 345,
 GG0075'ON THE WEST SIDE OF THE TRACK, AND IN THE TOP OF THE NORTHEAST
 GG0075'HEADWALL OF A CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
 GG0075
 GG0075                          STATION RECOVERY (1987)
 GG0075
 GG0075'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GG0075'RECOVERED IN GOOD CONDITION.
 GG0075
 GG0075                          STATION RECOVERY (1987)
 GG0075
 GG0075'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0075'RECOVERED IN GOOD CONDITION.
 GG0075
 GG0075                          STATION RECOVERY (1989)
 GG0075
 GG0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0075'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1113 ***********************************************************************
 FF1113  DESIGNATION -  RV 80
 FF1113  PID         -  FF1113
 FF1113  STATE/COUNTY-  AR/LAWRENCE
 FF1113  USGS QUAD   -  ALICIA (1980)
 FF1113
 FF1113                         *CURRENT SURVEY CONTROL
 FF1113  ___________________________________________________________________
 FF1113* NAD 83(1986)-  35 54 22.     (N)    091 04 30.     (W)     SCALED    
 FF1113* NAVD 88     -        77.148  (meters)     253.11   (feet)  ADJUSTED  
 FF1113  ___________________________________________________________________
 FF1113  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF1113  DYNAMIC HT  -          77.083 (meters)     252.90  (feet)  COMP
 FF1113  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 FF1113
 FF1113  VERT ORDER  -  FIRST     CLASS II
 FF1113
 FF1113.The horizontal coordinates were scaled from a topographic map and have
 FF1113.an estimated accuracy of +/- 6 seconds.
 FF1113
 FF1113.The orthometric height was determined by differential leveling
 FF1113.and adjusted by the National Geodetic Survey in June 1991..
 FF1113
 FF1113.The geoid height was determined by GEOID03.
 FF1113
 FF1113.The dynamic height is computed by dividing the NAVD 88
 FF1113.geopotential number by the normal gravity value computed on the
 FF1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1113.degrees latitude (g = 980.6199 gals.).
 FF1113
 FF1113.The modeled gravity was interpolated from observed gravity values.
 FF1113
 FF1113;                    North         East    Units  Estimated Accuracy
 FF1113;SPC AR N     -   174,880.      483,500.      MT  (+/- 180 meters Scaled)
 FF1113
 FF1113                          SUPERSEDED SURVEY CONTROL
 FF1113
 FF1113  NGVD 29 (??/??/??)   77.068  (m)          252.85   (f) ADJUSTED    1 2
 FF1113
 FF1113.Superseded values are not recommended for survey control.
 FF1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1113.See file dsdata.txt to determine how the superseded data were derived.
 FF1113
 FF1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV737752(NAD 83)
 FF1113_MARKER: R = RIVET
 FF1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1113_SP_SET: CULVERT
 FF1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1113
 FF1113  HISTORY     - Date     Condition        Report By
 FF1113  HISTORY     - UNK      MONUMENTED       MPRR
 FF1113  HISTORY     - 1931     GOOD             CGS
 FF1113  HISTORY     - 1934     GOOD             CGS
 FF1113
 FF1113                          STATION DESCRIPTION
 FF1113
 FF1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1113'1 MI N FROM ALICIA.
 FF1113'ABOUT 1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1113'ALICIA, LAWRENCE COUNTY, OPPOSITE POLE 237+39, AND IN THE CENTER
 FF1113'OF THE EAST HEAD WALL OF A 3- BY 3-FOOT CONCRETE CULVERT UNDER
 FF1113'UNITED STATES HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
 FF1113
 FF1113                          STATION RECOVERY (1934)
 FF1113
 FF1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1114 ***********************************************************************
 FF1114  DESIGNATION -  RV 81
 FF1114  PID         -  FF1114
 FF1114  STATE/COUNTY-  AR/LAWRENCE
 FF1114  USGS QUAD   -  ALICIA (1980)
 FF1114
 FF1114                         *CURRENT SURVEY CONTROL
 FF1114  ___________________________________________________________________
 FF1114* NAD 83(1986)-  35 54 48.     (N)    091 04 12.     (W)     SCALED    
 FF1114* NAVD 88     -        78.420  (meters)     257.28   (feet)  ADJUSTED  
 FF1114  ___________________________________________________________________
 FF1114  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FF1114  DYNAMIC HT  -          78.354 (meters)     257.07  (feet)  COMP
 FF1114  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 FF1114
 FF1114  VERT ORDER  -  FIRST     CLASS II
 FF1114
 FF1114.The horizontal coordinates were scaled from a topographic map and have
 FF1114.an estimated accuracy of +/- 6 seconds.
 FF1114
 FF1114.The orthometric height was determined by differential leveling
 FF1114.and adjusted by the National Geodetic Survey in June 1991..
 FF1114
 FF1114.The geoid height was determined by GEOID03.
 FF1114
 FF1114.The dynamic height is computed by dividing the NAVD 88
 FF1114.geopotential number by the normal gravity value computed on the
 FF1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1114.degrees latitude (g = 980.6199 gals.).
 FF1114
 FF1114.The modeled gravity was interpolated from observed gravity values.
 FF1114
 FF1114;                    North         East    Units  Estimated Accuracy
 FF1114;SPC AR N     -   175,690.      483,940.      MT  (+/- 180 meters Scaled)
 FF1114
 FF1114                          SUPERSEDED SURVEY CONTROL
 FF1114
 FF1114  NGVD 29 (??/??/??)   78.340  (m)          257.02   (f) ADJUSTED    1 2
 FF1114
 FF1114.Superseded values are not recommended for survey control.
 FF1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1114.See file dsdata.txt to determine how the superseded data were derived.
 FF1114
 FF1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV741760(NAD 83)
 FF1114_MARKER: R = RIVET
 FF1114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1114_SP_SET: BRIDGE ABUTMENT
 FF1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1114
 FF1114  HISTORY     - Date     Condition        Report By
 FF1114  HISTORY     - UNK      MONUMENTED       MPRR
 FF1114  HISTORY     - 1931     GOOD             CGS
 FF1114  HISTORY     - 1934     GOOD             CGS
 FF1114
 FF1114                          STATION DESCRIPTION
 FF1114
 FF1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1114'1.5 MI N FROM ALICIA.
 FF1114'ABOUT 1-1/2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1114'ALICIA, LAWRENCE COUNTY, AT POLE 237+16, AND IN THE EAST
 FF1114'PROJECTION OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 276.  A
 FF1114'STANDARD MONEL-METAL RIVET.
 FF1114
 FF1114                          STATION RECOVERY (1934)
 FF1114
 FF1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1115 ***********************************************************************
 FF1115  DESIGNATION -  RV 82
 FF1115  PID         -  FF1115
 FF1115  STATE/COUNTY-  AR/LAWRENCE
 FF1115  USGS QUAD   -  ALICIA (1980)
 FF1115
 FF1115                         *CURRENT SURVEY CONTROL
 FF1115  ___________________________________________________________________
 FF1115* NAD 83(1986)-  35 55 18.     (N)    091 03 51.     (W)     SCALED    
 FF1115* NAVD 88     -        79.055  (meters)     259.37   (feet)  ADJUSTED  
 FF1115  ___________________________________________________________________
 FF1115  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FF1115  DYNAMIC HT  -          78.989 (meters)     259.15  (feet)  COMP
 FF1115  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 FF1115
 FF1115  VERT ORDER  -  FIRST     CLASS II
 FF1115
 FF1115.The horizontal coordinates were scaled from a topographic map and have
 FF1115.an estimated accuracy of +/- 6 seconds.
 FF1115
 FF1115.The orthometric height was determined by differential leveling
 FF1115.and adjusted by the National Geodetic Survey in June 1991..
 FF1115
 FF1115.The geoid height was determined by GEOID03.
 FF1115
 FF1115.The dynamic height is computed by dividing the NAVD 88
 FF1115.geopotential number by the normal gravity value computed on the
 FF1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1115.degrees latitude (g = 980.6199 gals.).
 FF1115
 FF1115.The modeled gravity was interpolated from observed gravity values.
 FF1115
 FF1115;                    North         East    Units  Estimated Accuracy
 FF1115;SPC AR N     -   176,620.      484,460.      MT  (+/- 180 meters Scaled)
 FF1115
 FF1115                          SUPERSEDED SURVEY CONTROL
 FF1115
 FF1115  NGVD 29 (??/??/??)   78.974  (m)          259.10   (f) ADJUSTED    1 2
 FF1115
 FF1115.Superseded values are not recommended for survey control.
 FF1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1115.See file dsdata.txt to determine how the superseded data were derived.
 FF1115
 FF1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV746769(NAD 83)
 FF1115_MARKER: R = RIVET
 FF1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1115+STABILITY: SURFACE MOTION
 FF1115
 FF1115  HISTORY     - Date     Condition        Report By
 FF1115  HISTORY     - UNK      MONUMENTED       MPRR
 FF1115  HISTORY     - 1931     GOOD             CGS
 FF1115  HISTORY     - 1934     GOOD             CGS
 FF1115  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF1115
 FF1115                          STATION DESCRIPTION
 FF1115
 FF1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1115'2.2 MI N FROM ALICIA.
 FF1115'ABOUT 2-1/4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 FF1115'FROM ALICIA, LAWRENCE COUNTY, ABOUT 1/2 MILE SOUTH OF THE
 FF1115'STATION AT CALVIN, AT POLE 236+29, AND IN THE NORTHWEST CORNER
 FF1115'OF THE CONCRETE FOUNDATION OF A BATTERY FEED.  A STANDARD
 FF1115'MONEL-METAL RIVET.
 FF1115
 FF1115                          STATION RECOVERY (1934)
 FF1115
 FF1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1115'RECOVERED IN GOOD CONDITION.
 FF1115
 FF1115                          STATION RECOVERY (2002)
 FF1115
 FF1115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1117 ***********************************************************************
 FF1117  DESIGNATION -  RV 83
 FF1117  PID         -  FF1117
 FF1117  STATE/COUNTY-  AR/LAWRENCE
 FF1117  USGS QUAD   -  ALICIA (1980)
 FF1117
 FF1117                         *CURRENT SURVEY CONTROL
 FF1117  ___________________________________________________________________
 FF1117* NAD 83(1986)-  35 55 56.     (N)    091 03 25.     (W)     SCALED    
 FF1117* NAVD 88     -        77.77   (+/-2cm)     255.2    (feet)  VERTCON   
 FF1117  ___________________________________________________________________
 FF1117  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FF1117
 FF1117  VERT ORDER  -  ? (See Below)
 FF1117
 FF1117.The horizontal coordinates were scaled from a topographic map and have
 FF1117.an estimated accuracy of +/- 6 seconds.
 FF1117
 FF1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1117.The vertical order pertains to the NGVD 29 superseded value.
 FF1117
 FF1117.The geoid height was determined by GEOID03.
 FF1117
 FF1117;                    North         East    Units  Estimated Accuracy
 FF1117;SPC AR N     -   177,790.      485,100.      MT  (+/- 180 meters Scaled)
 FF1117
 FF1117                          SUPERSEDED SURVEY CONTROL
 FF1117
 FF1117  NGVD 29 (??/??/??)   77.689  (m)          254.88   (f) ADJUSTED    ?  
 FF1117
 FF1117.Superseded values are not recommended for survey control.
 FF1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1117.See file dsdata.txt to determine how the superseded data were derived.
 FF1117
 FF1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV752781(NAD 83)
 FF1117_MARKER: R = RIVET
 FF1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1117_SP_SET: CULVERT
 FF1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1117
 FF1117  HISTORY     - Date     Condition        Report By
 FF1117  HISTORY     - UNK      MONUMENTED       MPRR
 FF1117  HISTORY     - 1931     GOOD             CGS
 FF1117  HISTORY     - 1934     GOOD             CGS
 FF1117  HISTORY     - 20020926 GOOD             USACE
 FF1117
 FF1117                          STATION DESCRIPTION
 FF1117
 FF1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1117'3.5 MI SW FROM MINTURN.
 FF1117'ABOUT 3.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1117'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 235+37, AND IN THE
 FF1117'CENTER LINE OF THE EAST HEAD WALL OF A DOUBLE 3- BY 6-FOOT
 FF1117'CONCRETE CULVERT UNDER UNITED STATES HIGHWAY 67.  A STANDARD
 FF1117'MONEL-METAL RIVET.
 FF1117
 FF1117                          STATION RECOVERY (1934)
 FF1117
 FF1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1117'RECOVERED IN GOOD CONDITION.
 FF1117
 FF1117                          STATION RECOVERY (2002)
 FF1117
 FF1117'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1117'THE STATION IS DESCRIBED FROM OLD HWY. 67, ABANDONED. APPROX. 0.08
 FF1117'MILES N OF CR730.
 FF1117'MARK IS 67 FT E OF CENTERLINE OF EXISTING HWY. 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1118 ***********************************************************************
 FF1118  DESIGNATION -  RV 84
 FF1118  PID         -  FF1118
 FF1118  STATE/COUNTY-  AR/LAWRENCE
 FF1118  USGS QUAD   -  ALICIA (1980)
 FF1118
 FF1118                         *CURRENT SURVEY CONTROL
 FF1118  ___________________________________________________________________
 FF1118* NAD 83(1986)-  35 56 21.     (N)    091 03 07.     (W)     SCALED    
 FF1118* NAVD 88     -        77.658  (meters)     254.78   (feet)  ADJUSTED  
 FF1118  ___________________________________________________________________
 FF1118  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FF1118  DYNAMIC HT  -          77.593 (meters)     254.57  (feet)  COMP
 FF1118  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 FF1118
 FF1118  VERT ORDER  -  FIRST     CLASS II
 FF1118
 FF1118.The horizontal coordinates were scaled from a topographic map and have
 FF1118.an estimated accuracy of +/- 6 seconds.
 FF1118
 FF1118.The orthometric height was determined by differential leveling
 FF1118.and adjusted by the National Geodetic Survey in June 1991..
 FF1118
 FF1118.The geoid height was determined by GEOID03.
 FF1118
 FF1118.The dynamic height is computed by dividing the NAVD 88
 FF1118.geopotential number by the normal gravity value computed on the
 FF1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1118.degrees latitude (g = 980.6199 gals.).
 FF1118
 FF1118.The modeled gravity was interpolated from observed gravity values.
 FF1118
 FF1118;                    North         East    Units  Estimated Accuracy
 FF1118;SPC AR N     -   178,570.      485,540.      MT  (+/- 180 meters Scaled)
 FF1118
 FF1118                          SUPERSEDED SURVEY CONTROL
 FF1118
 FF1118  NGVD 29 (??/??/??)   77.577  (m)          254.52   (f) ADJUSTED    1 2
 FF1118
 FF1118.Superseded values are not recommended for survey control.
 FF1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1118.See file dsdata.txt to determine how the superseded data were derived.
 FF1118
 FF1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV757789(NAD 83)
 FF1118_MARKER: R = RIVET
 FF1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1118_SP_SET: CULVERT
 FF1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1118
 FF1118  HISTORY     - Date     Condition        Report By
 FF1118  HISTORY     - UNK      MONUMENTED       MPRR
 FF1118  HISTORY     - 1931     GOOD             CGS
 FF1118  HISTORY     - 1934     GOOD             CGS
 FF1118  HISTORY     - 20020926 POOR             USACE
 FF1118
 FF1118                          STATION DESCRIPTION
 FF1118
 FF1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1118'2.8 MI SW FROM MINTURN.
 FF1118'ABOUT 2.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1118'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 235+11, AND IN THE
 FF1118'CENTER LINE OF THE EAST HEAD WALL OF A 24-INCH CONCRETE CULVERT
 FF1118'UNDER UNITED STATES HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
 FF1118
 FF1118                          STATION RECOVERY (1934)
 FF1118
 FF1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1118'RECOVERED IN GOOD CONDITION.
 FF1118
 FF1118                          STATION RECOVERY (2002)
 FF1118
 FF1118'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1118'HEAD OF RIVET HAS BEEN SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0579 ***********************************************************************
 FF0579  DESIGNATION -  RV 841
 FF0579  PID         -  FF0579
 FF0579  STATE/COUNTY-  AR/CROSS
 FF0579  USGS QUAD   -  WYNNE (1992)
 FF0579
 FF0579                         *CURRENT SURVEY CONTROL
 FF0579  ___________________________________________________________________
 FF0579* NAD 83(1986)-  35 13 28.     (N)    090 47 10.     (W)     SCALED    
 FF0579* NAVD 88     -        81.706  (meters)     268.06   (feet)  ADJUSTED  
 FF0579  ___________________________________________________________________
 FF0579  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF0579  DYNAMIC HT  -          81.632 (meters)     267.82  (feet)  COMP
 FF0579  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0579
 FF0579  VERT ORDER  -  FIRST     CLASS II
 FF0579
 FF0579.The horizontal coordinates were scaled from a topographic map and have
 FF0579.an estimated accuracy of +/- 6 seconds.
 FF0579
 FF0579.The orthometric height was determined by differential leveling
 FF0579.and adjusted by the National Geodetic Survey in June 1991..
 FF0579
 FF0579.The geoid height was determined by GEOID03.
 FF0579
 FF0579.The dynamic height is computed by dividing the NAVD 88
 FF0579.geopotential number by the normal gravity value computed on the
 FF0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0579.degrees latitude (g = 980.6199 gals.).
 FF0579
 FF0579.The modeled gravity was interpolated from observed gravity values.
 FF0579
 FF0579;                    North         East    Units  Estimated Accuracy
 FF0579;SPC AR N     -    99,540.      510,500.      MT  (+/- 180 meters Scaled)
 FF0579
 FF0579                          SUPERSEDED SURVEY CONTROL
 FF0579
 FF0579  NGVD 29 (??/??/??)   81.673  (m)          267.96   (f) ADJUSTED    1 2
 FF0579
 FF0579.Superseded values are not recommended for survey control.
 FF0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0579.See file dsdata.txt to determine how the superseded data were derived.
 FF0579
 FF0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV014001(NAD 83)
 FF0579_MARKER: R = RIVET
 FF0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0579_SP_SET: BRIDGE ABUTMENT
 FF0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0579
 FF0579  HISTORY     - Date     Condition        Report By
 FF0579  HISTORY     - UNK      MONUMENTED       MPRR
 FF0579  HISTORY     - 1956     GOOD             CGS
 FF0579  HISTORY     - 20030602 MARK NOT FOUND   USACE
 FF0579
 FF0579                          STATION DESCRIPTION
 FF0579
 FF0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0579'0.3 MI E FROM WYNNE.
 FF0579'AT WYNNE, ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC
 FF0579'RAILROAD FROM THE STATION, ACROSS TRACK FROM TELEPHONE POLE
 FF0579'NO. 332/23, AT THE OVERPASS OF THE TRACK OVER NORTH STATE STREET
 FF0579'(STATE HIGHWAY 1), IN THE TOP OF THE SOUTHWEST CORNER OF SOUTH
 FF0579'END OF WEST BACK WALL OF WEST ABUTMENT OF OVERPASS, 6 FEET
 FF0579'SOUTH OF SOUTH RAIL AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 FF0579
 FF0579                          STATION RECOVERY (2003)
 FF0579
 FF0579'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0581 ***********************************************************************
 FF0581  DESIGNATION -  RV 842
 FF0581  PID         -  FF0581
 FF0581  STATE/COUNTY-  AR/CROSS
 FF0581  USGS QUAD   -  WYNNE (1992)
 FF0581
 FF0581                         *CURRENT SURVEY CONTROL
 FF0581  ___________________________________________________________________
 FF0581* NAD 83(1986)-  35 13 19.     (N)    090 46 06.     (W)     SCALED    
 FF0581* NAVD 88     -        98.34   (+/-2cm)     322.6    (feet)  VERTCON   
 FF0581  ___________________________________________________________________
 FF0581  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0581
 FF0581  VERT ORDER  -  ? (See Below)
 FF0581
 FF0581.The horizontal coordinates were scaled from a topographic map and have
 FF0581.an estimated accuracy of +/- 6 seconds.
 FF0581
 FF0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0581.The vertical order pertains to the NGVD 29 superseded value.
 FF0581
 FF0581.The geoid height was determined by GEOID03.
 FF0581
 FF0581;                    North         East    Units  Estimated Accuracy
 FF0581;SPC AR N     -    99,290.      512,120.      MT  (+/- 180 meters Scaled)
 FF0581
 FF0581                          SUPERSEDED SURVEY CONTROL
 FF0581
 FF0581  NGVD 29 (??/??/??)   98.313  (m)          322.55   (f) ADJUSTED    ?  
 FF0581
 FF0581.Superseded values are not recommended for survey control.
 FF0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0581.See file dsdata.txt to determine how the superseded data were derived.
 FF0581
 FF0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU031999(NAD 83)
 FF0581_MARKER: R = RIVET
 FF0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0581_SP_SET: CONCRETE BASE
 FF0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0581
 FF0581  HISTORY     - Date     Condition        Report By
 FF0581  HISTORY     - UNK      MONUMENTED       MPRR
 FF0581  HISTORY     - 1935     GOOD             CGS
 FF0581
 FF0581                          STATION DESCRIPTION
 FF0581
 FF0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0581'1.3 MI E FROM WYNNE.
 FF0581'ABOUT 1.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0581'WYNNE, CROSS COUNTY, ABOUT 27 POLES EAST OF MILEPOST 333, NORTH
 FF0581'OF THE TRACK, AND IN THE SOUTHWEST CORNER OF THE CONCRETE BASE
 FF0581'OF SIGNAL 3339.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0582 ***********************************************************************
 FF0582  DESIGNATION -  RV 843
 FF0582  PID         -  FF0582
 FF0582  STATE/COUNTY-  AR/CROSS
 FF0582  USGS QUAD   -  WITTSBURG (1992)
 FF0582
 FF0582                         *CURRENT SURVEY CONTROL
 FF0582  ___________________________________________________________________
 FF0582* NAD 83(1986)-  35 13 43.     (N)    090 44 47.     (W)     SCALED    
 FF0582* NAVD 88     -        91.13   (+/-2cm)     299.0    (feet)  VERTCON   
 FF0582  ___________________________________________________________________
 FF0582  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0582
 FF0582  VERT ORDER  -  ? (See Below)
 FF0582
 FF0582.The horizontal coordinates were scaled from a topographic map and have
 FF0582.an estimated accuracy of +/- 6 seconds.
 FF0582
 FF0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0582.The vertical order pertains to the NGVD 29 superseded value.
 FF0582
 FF0582.The geoid height was determined by GEOID03.
 FF0582
 FF0582;                    North         East    Units  Estimated Accuracy
 FF0582;SPC AR N     -   100,050.      514,110.      MT  (+/- 180 meters Scaled)
 FF0582
 FF0582                          SUPERSEDED SURVEY CONTROL
 FF0582
 FF0582  NGVD 29 (??/??/??)   91.102  (m)          298.89   (f) ADJUSTED    ?  
 FF0582
 FF0582.Superseded values are not recommended for survey control.
 FF0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0582.See file dsdata.txt to determine how the superseded data were derived.
 FF0582
 FF0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV050007(NAD 83)
 FF0582_MARKER: R = RIVET
 FF0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0582_SP_SET: CONCRETE BASE
 FF0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0582
 FF0582  HISTORY     - Date     Condition        Report By
 FF0582  HISTORY     - UNK      MONUMENTED       MPRR
 FF0582  HISTORY     - 1935     GOOD             CGS
 FF0582
 FF0582                          STATION DESCRIPTION
 FF0582
 FF0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0582'2.8 MI E FROM WYNNE.
 FF0582'ABOUT 2.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0582'STATION AT WYNNE, CROSS COUNTY, ABOUT 6 POLES EAST OF MILEPOST
 FF0582'335, SOUTH OF THE TRACK, AND IN THE NORTHEAST CORNER OF THE
 FF0582'CONCRETE BASE OF SIGNAL 3350.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0584 ***********************************************************************
 FF0584  DESIGNATION -  RV 844
 FF0584  PID         -  FF0584
 FF0584  STATE/COUNTY-  AR/CROSS
 FF0584  USGS QUAD   -  WITTSBURG (1992)
 FF0584
 FF0584                         *CURRENT SURVEY CONTROL
 FF0584  ___________________________________________________________________
 FF0584* NAD 83(1986)-  35 14 16.     (N)    090 43 35.     (W)     SCALED    
 FF0584* NAVD 88     -        77.22   (+/-2cm)     253.3    (feet)  VERTCON   
 FF0584  ___________________________________________________________________
 FF0584  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0584
 FF0584  VERT ORDER  -  ? (See Below)
 FF0584
 FF0584.The horizontal coordinates were scaled from a topographic map and have
 FF0584.an estimated accuracy of +/- 6 seconds.
 FF0584
 FF0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0584.The vertical order pertains to the NGVD 29 superseded value.
 FF0584
 FF0584.The geoid height was determined by GEOID03.
 FF0584
 FF0584;                    North         East    Units  Estimated Accuracy
 FF0584;SPC AR N     -   101,090.      515,920.      MT  (+/- 180 meters Scaled)
 FF0584
 FF0584                          SUPERSEDED SURVEY CONTROL
 FF0584
 FF0584  NGVD 29 (??/??/??)   77.198  (m)          253.27   (f) ADJUSTED    ?  
 FF0584
 FF0584.Superseded values are not recommended for survey control.
 FF0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0584.See file dsdata.txt to determine how the superseded data were derived.
 FF0584
 FF0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV068017(NAD 83)
 FF0584_MARKER: R = RIVET
 FF0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0584_SP_SET: CONCRETE BASE
 FF0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0584
 FF0584  HISTORY     - Date     Condition        Report By
 FF0584  HISTORY     - UNK      MONUMENTED       MPRR
 FF0584  HISTORY     - 1935     GOOD             CGS
 FF0584
 FF0584                          STATION DESCRIPTION
 FF0584
 FF0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0584'4.2 MI E FROM WYNNE.
 FF0584'ABOUT 4.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0584'STATION AT WYNNE, CROSS COUNTY, ABOUT 18 POLES EAST OF MILEPOST
 FF0584'336, SOUTH OF THE TRACK, AND IN THE NORTHEAST CORNER OF THE
 FF0584'CONCRETE BASE OF SIGNAL 3366.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0585 ***********************************************************************
 FF0585  DESIGNATION -  RV 845
 FF0585  PID         -  FF0585
 FF0585  STATE/COUNTY-  AR/CROSS
 FF0585  USGS QUAD   -  WITTSBURG (1992)
 FF0585
 FF0585                         *CURRENT SURVEY CONTROL
 FF0585  ___________________________________________________________________
 FF0585* NAD 83(1986)-  35 14 47.     (N)    090 42 50.     (W)     SCALED    
 FF0585* NAVD 88     -        69.68   (+/-2cm)     228.6    (feet)  VERTCON   
 FF0585  ___________________________________________________________________
 FF0585  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0585
 FF0585  VERT ORDER  -  ? (See Below)
 FF0585
 FF0585.The horizontal coordinates were scaled from a topographic map and have
 FF0585.an estimated accuracy of +/- 6 seconds.
 FF0585
 FF0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0585.The vertical order pertains to the NGVD 29 superseded value.
 FF0585
 FF0585.The geoid height was determined by GEOID03.
 FF0585
 FF0585;                    North         East    Units  Estimated Accuracy
 FF0585;SPC AR N     -   102,060.      517,050.      MT  (+/- 180 meters Scaled)
 FF0585
 FF0585                          SUPERSEDED SURVEY CONTROL
 FF0585
 FF0585  NGVD 29 (??/??/??)   69.660  (m)          228.54   (f) ADJUSTED    ?  
 FF0585
 FF0585.Superseded values are not recommended for survey control.
 FF0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0585.See file dsdata.txt to determine how the superseded data were derived.
 FF0585
 FF0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV080027(NAD 83)
 FF0585_MARKER: R = RIVET
 FF0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0585_SP_SET: TRESTLE
 FF0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0585
 FF0585  HISTORY     - Date     Condition        Report By
 FF0585  HISTORY     - UNK      MONUMENTED       MPRR
 FF0585  HISTORY     - 1935     GOOD             CGS
 FF0585
 FF0585                          STATION DESCRIPTION
 FF0585
 FF0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0585'5.1 MI E FROM WYNNE.
 FF0585'ABOUT 5.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0585'THE STATION AT WYNNE, CROSS COUNTY, ABOUT 13 POLES EAST OF
 FF0585'MILEPOST 337, AT 3-PANEL CONCRETE TRESTLE 91, AND IN THE SOUTHWEST
 FF0585'CORNER OF THE EAST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0588 ***********************************************************************
 FF0588  DESIGNATION -  RV 846
 FF0588  PID         -  FF0588
 FF0588  STATE/COUNTY-  AR/CROSS
 FF0588  USGS QUAD   -  PRINCEDALE (1984)
 FF0588
 FF0588                         *CURRENT SURVEY CONTROL
 FF0588  ___________________________________________________________________
 FF0588* NAD 83(1986)-  35 15 30.     (N)    090 41 34.     (W)     SCALED    
 FF0588* NAVD 88     -        67.88   (+/-2cm)     222.7    (feet)  VERTCON   
 FF0588  ___________________________________________________________________
 FF0588  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0588
 FF0588  VERT ORDER  -  ? (See Below)
 FF0588
 FF0588.The horizontal coordinates were scaled from a topographic map and have
 FF0588.an estimated accuracy of +/- 6 seconds.
 FF0588
 FF0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0588.The vertical order pertains to the NGVD 29 superseded value.
 FF0588
 FF0588.The geoid height was determined by GEOID03.
 FF0588
 FF0588;                    North         East    Units  Estimated Accuracy
 FF0588;SPC AR N     -   103,410.      518,950.      MT  (+/- 180 meters Scaled)
 FF0588
 FF0588                          SUPERSEDED SURVEY CONTROL
 FF0588
 FF0588  NGVD 29 (??/??/??)   67.863  (m)          222.65   (f) ADJUSTED    ?  
 FF0588
 FF0588.Superseded values are not recommended for survey control.
 FF0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0588.See file dsdata.txt to determine how the superseded data were derived.
 FF0588
 FF0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV098041(NAD 83)
 FF0588_MARKER: R = RIVET
 FF0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0588+STABILITY: SURFACE MOTION
 FF0588
 FF0588  HISTORY     - Date     Condition        Report By
 FF0588  HISTORY     - UNK      MONUMENTED       MPRR
 FF0588  HISTORY     - 1935     GOOD             CGS
 FF0588
 FF0588                          STATION DESCRIPTION
 FF0588
 FF0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0588'6.6 MI E FROM WYNNE.
 FF0588'ABOUT 6.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0588'WYNNE, CROSS COUNTY, AT MILEPOST 339, AND IN THE SOUTHWEST
 FF0588'CORNER OF AN 18-FOOT CONCRETE-SLAB UNDERPASS.  A STANDARD
 FF0588'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0593 ***********************************************************************
 FF0593  DESIGNATION -  RV 847
 FF0593  PID         -  FF0593
 FF0593  STATE/COUNTY-  AR/CROSS
 FF0593  USGS QUAD   -  PARKIN (1993)
 FF0593
 FF0593                         *CURRENT SURVEY CONTROL
 FF0593  ___________________________________________________________________
 FF0593* NAD 83(1986)-  35 16 14.     (N)    090 34 34.     (W)     SCALED    
 FF0593* NAVD 88     -        69.31   (+/-2cm)     227.4    (feet)  VERTCON   
 FF0593  ___________________________________________________________________
 FF0593  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0593
 FF0593  VERT ORDER  -  ? (See Below)
 FF0593
 FF0593.The horizontal coordinates were scaled from a topographic map and have
 FF0593.an estimated accuracy of +/- 6 seconds.
 FF0593
 FF0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0593.The vertical order pertains to the NGVD 29 superseded value.
 FF0593
 FF0593.The geoid height was determined by GEOID03.
 FF0593
 FF0593;                    North         East    Units  Estimated Accuracy
 FF0593;SPC AR N     -   104,910.      529,540.      MT  (+/- 180 meters Scaled)
 FF0593
 FF0593                          SUPERSEDED SURVEY CONTROL
 FF0593
 FF0593  NGVD 29 (??/??/??)   69.300  (m)          227.36   (f) ADJUSTED    ?  
 FF0593
 FF0593.Superseded values are not recommended for survey control.
 FF0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0593.See file dsdata.txt to determine how the superseded data were derived.
 FF0593
 FF0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV204057(NAD 83)
 FF0593_MARKER: R = RIVET
 FF0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0593_SP_SET: BRIDGE
 FF0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0593
 FF0593  HISTORY     - Date     Condition        Report By
 FF0593  HISTORY     - UNK      MONUMENTED       MPRR
 FF0593  HISTORY     - 1935     GOOD             CGS
 FF0593
 FF0593                          STATION DESCRIPTION
 FF0593
 FF0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0593'1.6 MI W FROM PARKIN.
 FF0593'ABOUT 1.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0593'STATION AT PARKIN, CROSS COUNTY, ABOUT 10 POLES EAST OF MILEPOST
 FF0593'345, AND IN THE SOUTH END OF THE CONCRETE FIRE WALL OF BRIDGE
 FF0593'100.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0173 ***********************************************************************
 FF0173  DESIGNATION -  RV 848
 FF0173  PID         -  FF0173
 FF0173  STATE/COUNTY-  AR/CRITTENDEN
 FF0173  USGS QUAD   -  CRAWFORDSVILLE (1993)
 FF0173
 FF0173                         *CURRENT SURVEY CONTROL
 FF0173  ___________________________________________________________________
 FF0173* NAD 83(1986)-  35 13 42.     (N)    090 20 16.     (W)     SCALED    
 FF0173* NAVD 88     -        67.98   (+/-2cm)     223.0    (feet)  VERTCON   
 FF0173  ___________________________________________________________________
 FF0173  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0173
 FF0173  VERT ORDER  -  ? (See Below)
 FF0173
 FF0173.The horizontal coordinates were scaled from a topographic map and have
 FF0173.an estimated accuracy of +/- 6 seconds.
 FF0173
 FF0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0173.The vertical order pertains to the NGVD 29 superseded value.
 FF0173
 FF0173.The geoid height was determined by GEOID03.
 FF0173
 FF0173;                    North         East    Units  Estimated Accuracy
 FF0173;SPC AR N     -   100,570.      551,310.      MT  (+/- 180 meters Scaled)
 FF0173
 FF0173                          SUPERSEDED SURVEY CONTROL
 FF0173
 FF0173  NGVD 29 (??/??/??)   67.978  (m)          223.02   (f) ADJUSTED    ?  
 FF0173
 FF0173.Superseded values are not recommended for survey control.
 FF0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0173.See file dsdata.txt to determine how the superseded data were derived.
 FF0173
 FF0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV422016(NAD 83)
 FF0173_MARKER: R = RIVET
 FF0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0173_SP_SET: CONCRETE BASE
 FF0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0173
 FF0173  HISTORY     - Date     Condition        Report By
 FF0173  HISTORY     - UNK      MONUMENTED       MPRR
 FF0173  HISTORY     - 1935     GOOD             CGS
 FF0173
 FF0173                          STATION DESCRIPTION
 FF0173
 FF0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0173'0.6 MI NW FROM CRAWFORDSVILLE.
 FF0173'0.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0173'THE STATION AT CRAWFORDSVILLE, CRITTENDEN COUNTY, 28 POLES
 FF0173'SOUTHEAST OF MILEPOST 360, NORTH OF THE TRACK, AND IN THE CONCRETE
 FF0173'BASE OF SIGNAL 3609.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0176 ***********************************************************************
 FF0176  DESIGNATION -  RV 849
 FF0176  PID         -  FF0176
 FF0176  STATE/COUNTY-  AR/CRITTENDEN
 FF0176  USGS QUAD   -  CRAWFORDSVILLE (1993)
 FF0176
 FF0176                         *CURRENT SURVEY CONTROL
 FF0176  ___________________________________________________________________
 FF0176* NAD 83(1986)-  35 12 56.     (N)    090 18 29.     (W)     SCALED    
 FF0176* NAVD 88     -        68.80   (+/-2cm)     225.7    (feet)  VERTCON   
 FF0176  ___________________________________________________________________
 FF0176  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0176
 FF0176  VERT ORDER  -  ? (See Below)
 FF0176
 FF0176.The horizontal coordinates were scaled from a topographic map and have
 FF0176.an estimated accuracy of +/- 6 seconds.
 FF0176
 FF0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0176.The vertical order pertains to the NGVD 29 superseded value.
 FF0176
 FF0176.The geoid height was determined by GEOID03.
 FF0176
 FF0176;                    North         East    Units  Estimated Accuracy
 FF0176;SPC AR N     -    99,200.      554,030.      MT  (+/- 180 meters Scaled)
 FF0176
 FF0176                          SUPERSEDED SURVEY CONTROL
 FF0176
 FF0176  NGVD 29 (??/??/??)   68.799  (m)          225.72   (f) ADJUSTED    ?  
 FF0176
 FF0176.Superseded values are not recommended for survey control.
 FF0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0176.See file dsdata.txt to determine how the superseded data were derived.
 FF0176
 FF0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV450002(NAD 83)
 FF0176_MARKER: R = RIVET
 FF0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0176_SP_SET: CONCRETE BASE
 FF0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0176
 FF0176  HISTORY     - Date     Condition        Report By
 FF0176  HISTORY     - UNK      MONUMENTED       MPRR
 FF0176  HISTORY     - 1935     GOOD             CGS
 FF0176
 FF0176                          STATION DESCRIPTION
 FF0176
 FF0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0176'0.6 MI W FROM VINCENT.
 FF0176'0.6 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0176'STATION AT VINCENT, CRITTENDEN COUNTY, 18 POLES SOUTHEAST OF
 FF0176'MILEPOST 362, NORTH OF THE TRACK, AND IN THE CONCRETE BASE OF
 FF0176'SIGNAL 3625.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1120 ***********************************************************************
 FF1120  DESIGNATION -  RV 85
 FF1120  PID         -  FF1120
 FF1120  STATE/COUNTY-  AR/LAWRENCE
 FF1120  USGS QUAD   -  ALICIA (1980)
 FF1120
 FF1120                         *CURRENT SURVEY CONTROL
 FF1120  ___________________________________________________________________
 FF1120* NAD 83(1986)-  35 56 54.     (N)    091 02 44.     (W)     SCALED    
 FF1120* NAVD 88     -        79.309  (meters)     260.20   (feet)  ADJUSTED  
 FF1120  ___________________________________________________________________
 FF1120  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FF1120  DYNAMIC HT  -          79.242 (meters)     259.98  (feet)  COMP
 FF1120  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 FF1120
 FF1120  VERT ORDER  -  FIRST     CLASS II
 FF1120
 FF1120.The horizontal coordinates were scaled from a topographic map and have
 FF1120.an estimated accuracy of +/- 6 seconds.
 FF1120
 FF1120.The orthometric height was determined by differential leveling
 FF1120.and adjusted by the National Geodetic Survey in June 1991..
 FF1120
 FF1120.The geoid height was determined by GEOID03.
 FF1120
 FF1120.The dynamic height is computed by dividing the NAVD 88
 FF1120.geopotential number by the normal gravity value computed on the
 FF1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1120.degrees latitude (g = 980.6199 gals.).
 FF1120
 FF1120.The modeled gravity was interpolated from observed gravity values.
 FF1120
 FF1120;                    North         East    Units  Estimated Accuracy
 FF1120;SPC AR N     -   179,590.      486,110.      MT  (+/- 180 meters Scaled)
 FF1120
 FF1120                          SUPERSEDED SURVEY CONTROL
 FF1120
 FF1120  NGVD 29 (??/??/??)   79.227  (m)          259.93   (f) ADJUSTED    1 2
 FF1120
 FF1120.Superseded values are not recommended for survey control.
 FF1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1120.See file dsdata.txt to determine how the superseded data were derived.
 FF1120
 FF1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV762799(NAD 83)
 FF1120_MARKER: R = RIVET
 FF1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1120+STABILITY: SURFACE MOTION
 FF1120
 FF1120  HISTORY     - Date     Condition        Report By
 FF1120  HISTORY     - UNK      MONUMENTED       MPRR
 FF1120  HISTORY     - 1931     GOOD             CGS
 FF1120  HISTORY     - 1934     GOOD             CGS
 FF1120  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF1120
 FF1120                          STATION DESCRIPTION
 FF1120
 FF1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1120'2 MI SW FROM MINTURN.
 FF1120'ABOUT 2.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1120'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 234+21, AND IN THE
 FF1120'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2346.  A
 FF1120'STANDARD MONEL-METAL RIVET.
 FF1120
 FF1120                          STATION RECOVERY (1934)
 FF1120
 FF1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1120'RECOVERED IN GOOD CONDITION.
 FF1120
 FF1120                          STATION RECOVERY (2002)
 FF1120
 FF1120'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0178 ***********************************************************************
 FF0178  DESIGNATION -  RV 850
 FF0178  PID         -  FF0178
 FF0178  STATE/COUNTY-  AR/CRITTENDEN
 FF0178  USGS QUAD   -  CRAWFORDSVILLE (1993)
 FF0178
 FF0178                         *CURRENT SURVEY CONTROL
 FF0178  ___________________________________________________________________
 FF0178* NAD 83(1986)-  35 12 13.     (N)    090 16 44.     (W)     SCALED    
 FF0178* NAVD 88     -        69.22   (+/-2cm)     227.1    (feet)  VERTCON   
 FF0178  ___________________________________________________________________
 FF0178  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0178
 FF0178  VERT ORDER  -  ? (See Below)
 FF0178
 FF0178.The horizontal coordinates were scaled from a topographic map and have
 FF0178.an estimated accuracy of +/- 6 seconds.
 FF0178
 FF0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0178.The vertical order pertains to the NGVD 29 superseded value.
 FF0178
 FF0178.The geoid height was determined by GEOID03.
 FF0178
 FF0178;                    North         East    Units  Estimated Accuracy
 FF0178;SPC AR N     -    97,920.      556,710.      MT  (+/- 180 meters Scaled)
 FF0178
 FF0178                          SUPERSEDED SURVEY CONTROL
 FF0178
 FF0178  NGVD 29 (??/??/??)   69.220  (m)          227.10   (f) ADJUSTED    ?  
 FF0178
 FF0178.Superseded values are not recommended for survey control.
 FF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0178.See file dsdata.txt to determine how the superseded data were derived.
 FF0178
 FF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU477990(NAD 83)
 FF0178_MARKER: R = RIVET
 FF0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0178_SP_SET: CONCRETE BASE
 FF0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0178
 FF0178  HISTORY     - Date     Condition        Report By
 FF0178  HISTORY     - UNK      MONUMENTED       MPRR
 FF0178  HISTORY     - 1935     GOOD             CGS
 FF0178
 FF0178                          STATION DESCRIPTION
 FF0178
 FF0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0178'1.2 MI E FROM VINCENT.
 FF0178'1.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0178'STATION AT VINCENT, CRITTENDEN COUNTY, 11 POLES EAST OF MILEPOST
 FF0178'364, AND IN THE CONCRETE BASE OF SIGNAL 3642.  A STANDARD
 FF0178'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0181 ***********************************************************************
 FF0181  DESIGNATION -  RV 851
 FF0181  PID         -  FF0181
 FF0181  STATE/COUNTY-  AR/CRITTENDEN
 FF0181  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0181
 FF0181                         *CURRENT SURVEY CONTROL
 FF0181  ___________________________________________________________________
 FF0181* NAD 83(1986)-  35 11 34.     (N)    090 13 59.     (W)     SCALED    
 FF0181* NAVD 88     -        66.79   (+/-2cm)     219.1    (feet)  VERTCON   
 FF0181  ___________________________________________________________________
 FF0181  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0181
 FF0181  VERT ORDER  -  ? (See Below)
 FF0181
 FF0181.The horizontal coordinates were scaled from a topographic map and have
 FF0181.an estimated accuracy of +/- 6 seconds.
 FF0181
 FF0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0181.The vertical order pertains to the NGVD 29 superseded value.
 FF0181
 FF0181.The geoid height was determined by GEOID03.
 FF0181
 FF0181;                    North         East    Units  Estimated Accuracy
 FF0181;SPC AR N     -    96,790.      560,910.      MT  (+/- 180 meters Scaled)
 FF0181
 FF0181                          SUPERSEDED SURVEY CONTROL
 FF0181
 FF0181  NGVD 29 (??/??/??)   66.786  (m)          219.11   (f) ADJUSTED    ?  
 FF0181
 FF0181.Superseded values are not recommended for survey control.
 FF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0181.See file dsdata.txt to determine how the superseded data were derived.
 FF0181
 FF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU519979(NAD 83)
 FF0181_MARKER: R = RIVET
 FF0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0181_SP_SET: CULVERT
 FF0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0181
 FF0181  HISTORY     - Date     Condition        Report By
 FF0181  HISTORY     - UNK      MONUMENTED       MPRR
 FF0181  HISTORY     - 1935     GOOD             CGS
 FF0181
 FF0181                          STATION DESCRIPTION
 FF0181
 FF0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0181'4 MI E FROM VINCENT.
 FF0181'4.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0181'STATION AT VINCENT, CRITTENDEN COUNTY, 6 POLES EAST OF MILEPOST
 FF0181'367, AT A DOUBLE 3- BY 3- BY 38-FOOT CONCRETE BOX CULVERT, AND
 FF0181'IN THE CENTER OF THE SOUTH HEADWALL.  A STANDARD MONEL-METAL
 FF0181'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0182 ***********************************************************************
 FF0182  DESIGNATION -  RV 852
 FF0182  PID         -  FF0182
 FF0182  STATE/COUNTY-  AR/CRITTENDEN
 FF0182  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0182
 FF0182                         *CURRENT SURVEY CONTROL
 FF0182  ___________________________________________________________________
 FF0182* NAD 83(1986)-  35 11 30.     (N)    090 13 28.     (W)     SCALED    
 FF0182* NAVD 88     -        66.754  (meters)     219.01   (feet)  POSTED    
 FF0182  ___________________________________________________________________
 FF0182  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0182  DYNAMIC HT  -          66.690 (meters)     218.80  (feet)  COMP
 FF0182  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 FF0182
 FF0182  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0182
 FF0182.The horizontal coordinates were scaled from a topographic map and have
 FF0182.an estimated accuracy of +/- 6 seconds.
 FF0182
 FF0182.The orthometric height was determined by differential leveling
 FF0182.and adjusted by the National Geodetic Survey in 1992..
 FF0182.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0182.rate of 1.1 thru 2.0 mm/km.
 FF0182
 FF0182.The geoid height was determined by GEOID03.
 FF0182
 FF0182.The dynamic height is computed by dividing the NAVD 88
 FF0182.geopotential number by the normal gravity value computed on the
 FF0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0182.degrees latitude (g = 980.6199 gals.).
 FF0182
 FF0182.The modeled gravity was interpolated from observed gravity values.
 FF0182
 FF0182;                    North         East    Units  Estimated Accuracy
 FF0182;SPC AR N     -    96,680.      561,690.      MT  (+/- 180 meters Scaled)
 FF0182
 FF0182                          SUPERSEDED SURVEY CONTROL
 FF0182
 FF0182  NGVD 29 (??/??/??)   66.762  (m)          219.03   (f) ADJUSTED    2 0
 FF0182
 FF0182.Superseded values are not recommended for survey control.
 FF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0182.See file dsdata.txt to determine how the superseded data were derived.
 FF0182
 FF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU527978(NAD 83)
 FF0182_MARKER: R = RIVET
 FF0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0182_SP_SET: CULVERT
 FF0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0182+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2003
 FF0182
 FF0182  HISTORY     - Date     Condition        Report By
 FF0182  HISTORY     - UNK      MONUMENTED       MPRR
 FF0182  HISTORY     - 1935     GOOD             CGS
 FF0182  HISTORY     - 20030129 GOOD             USACE
 FF0182
 FF0182                          STATION DESCRIPTION
 FF0182
 FF0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0182'4.5 MI E FROM VINCENT.
 FF0182'4.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0182'STATION AT VINCENT, CRITTENDEN COUNTY, 21 POLES EAST OF MILEPOST
 FF0182'367, AT A 7-BY 6-BY 42-FOOT CONCRETE BOX CULVERT, AND IN THE
 FF0182'CENTER OF THE SOUTH HEADWALL.  A STANDARD MONEL-METAL RIVET.
 FF0182
 FF0182                          STATION RECOVERY (2003)
 FF0182
 FF0182'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0182'CONSTRUCTION CREWS IN AREA. POSSIBLE REPLACEMENT OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0185 ***********************************************************************
 FF0185  DESIGNATION -  RV 853
 FF0185  PID         -  FF0185
 FF0185  STATE/COUNTY-  AR/CRITTENDEN
 FF0185  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0185
 FF0185                         *CURRENT SURVEY CONTROL
 FF0185  ___________________________________________________________________
 FF0185* NAD 83(1986)-  35 10 39.     (N)    090 11 04.     (W)     SCALED    
 FF0185* NAVD 88     -        68.12   (+/-2cm)     223.5    (feet)  VERTCON   
 FF0185  ___________________________________________________________________
 FF0185  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0185
 FF0185  VERT ORDER  -  ? (See Below)
 FF0185
 FF0185.The horizontal coordinates were scaled from a topographic map and have
 FF0185.an estimated accuracy of +/- 6 seconds.
 FF0185
 FF0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0185.The vertical order pertains to the NGVD 29 superseded value.
 FF0185
 FF0185.The geoid height was determined by GEOID03.
 FF0185
 FF0185;                    North         East    Units  Estimated Accuracy
 FF0185;SPC AR N     -    95,180.      565,360.      MT  (+/- 180 meters Scaled)
 FF0185
 FF0185                          SUPERSEDED SURVEY CONTROL
 FF0185
 FF0185  NGVD 29 (??/??/??)   68.099  (m)          223.42   (f) ADJUSTED    ?  
 FF0185
 FF0185.Superseded values are not recommended for survey control.
 FF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0185.See file dsdata.txt to determine how the superseded data were derived.
 FF0185
 FF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU564963(NAD 83)
 FF0185_MARKER: R = RIVET
 FF0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0185_SP_SET: BRIDGE
 FF0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0185
 FF0185  HISTORY     - Date     Condition        Report By
 FF0185  HISTORY     - UNK      MONUMENTED       MPRR
 FF0185  HISTORY     - 1935     GOOD             CGS
 FF0185
 FF0185                          STATION DESCRIPTION
 FF0185
 FF0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0185'5.1 MI W FROM BRIARK.
 FF0185'5.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0185'STATION AT BRIARK, CRITTENDEN COUNTY, 6 POLES EAST OF MILEPOST
 FF0185'370, AT THE SOUTH END OF A 75-FOOT CONCRETE HIGHWAY BRIDGE, WEST
 FF0185'OF THE HIGHWAY, AND IN THE WHEEL GUARD.  A STANDARD MONEL-METAL
 FF0185'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0262 ***********************************************************************
 FF0262  DESIGNATION -  RV 854
 FF0262  PID         -  FF0262
 FF0262  STATE/COUNTY-  AR/CRITTENDEN
 FF0262  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0262
 FF0262                         *CURRENT SURVEY CONTROL
 FF0262  ___________________________________________________________________
 FF0262* NAD 83(1986)-  35 09 05.     (N)    090 07 00.     (W)     SCALED    
 FF0262* NAVD 88     -        71.892  (meters)     235.87   (feet)  ADJUSTED  
 FF0262  ___________________________________________________________________
 FF0262  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF0262  DYNAMIC HT  -          71.827 (meters)     235.65  (feet)  COMP
 FF0262  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 FF0262
 FF0262  VERT ORDER  -  FIRST     CLASS II
 FF0262
 FF0262.The horizontal coordinates were scaled from a topographic map and have
 FF0262.an estimated accuracy of +/- 6 seconds.
 FF0262
 FF0262.The orthometric height was determined by differential leveling
 FF0262.and adjusted by the National Geodetic Survey in June 1991..
 FF0262.WARNING-Repeat measurements at this control monument indicate possible
 FF0262.vertical movement.
 FF0262
 FF0262.The geoid height was determined by GEOID03.
 FF0262
 FF0262.The dynamic height is computed by dividing the NAVD 88
 FF0262.geopotential number by the normal gravity value computed on the
 FF0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0262.degrees latitude (g = 980.6199 gals.).
 FF0262
 FF0262.The modeled gravity was interpolated from observed gravity values.
 FF0262
 FF0262;                    North         East    Units  Estimated Accuracy
 FF0262;SPC AR N     -    92,400.      571,590.      MT  (+/- 180 meters Scaled)
 FF0262
 FF0262                          SUPERSEDED SURVEY CONTROL
 FF0262
 FF0262  NGVD 29 (??/??/??)   71.856  (m)          235.75   (f) ADJUSTED    1 2
 FF0262
 FF0262.Superseded values are not recommended for survey control.
 FF0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0262.See file dsdata.txt to determine how the superseded data were derived.
 FF0262
 FF0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU626936(NAD 83)
 FF0262_MARKER: R = RIVET
 FF0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0262_SP_SET: PIER
 FF0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0262
 FF0262  HISTORY     - Date     Condition        Report By
 FF0262  HISTORY     - UNK      MONUMENTED       MPRR
 FF0262  HISTORY     - 1956     GOOD             CGS
 FF0262  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0262
 FF0262                          STATION DESCRIPTION
 FF0262
 FF0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0262'4.9 MI NE FROM HULBERT.
 FF0262'3.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0262'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, THENCE
 FF0262'ABOUT 0.9 MILE NORTH ALONG ST. FRANCIS LEVEE, TEHNCE ABOUT 0.1
 FF0262'MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD, ABOUT 1.3 MILES
 FF0262'WEST ALONG M.P. RR FROM THE INTERSECTION OF THE ST. LOUIS - SAN
 FF0262'FRANCISCO RAILWAY AT BRIDGE JUNCTION, ABOUT 0.8 MILE WEST OF
 FF0262'RAILROAD JUNCTION AT BRIARK, NEAR THE CENTER OF TRESTLE NO. 374.4,
 FF0262'A MONEL METAL RIVET IN THE TOP OF THE SOUTH END OF CONCRETE
 FF0262'PIER OR FIRE WALL OF TRESTLE, 6 1/2 FEET SOUTH OF SOUTH RAIL,
 FF0262'0.4 FOOT NORTH OF SOUTH END OF CONCRETE STRUCTURE AND ABOUT 1 1/2
 FF0262'FEET BELOW LEVEL OF TRACK.
 FF0262
 FF0262                          STATION RECOVERY (1976)
 FF0262
 FF0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0263 ***********************************************************************
 FF0263  DESIGNATION -  RV 855
 FF0263  PID         -  FF0263
 FF0263  STATE/COUNTY-  AR/CRITTENDEN
 FF0263  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0263
 FF0263                         *CURRENT SURVEY CONTROL
 FF0263  ___________________________________________________________________
 FF0263* NAD 83(1986)-  35 08 49.     (N)    090 06 21.     (W)     SCALED    
 FF0263* NAVD 88     -        71.858  (meters)     235.75   (feet)  ADJUSTED  
 FF0263  ___________________________________________________________________
 FF0263  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0263  DYNAMIC HT  -          71.793 (meters)     235.54  (feet)  COMP
 FF0263  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 FF0263
 FF0263  VERT ORDER  -  FIRST     CLASS II
 FF0263
 FF0263.The horizontal coordinates were scaled from a topographic map and have
 FF0263.an estimated accuracy of +/- 6 seconds.
 FF0263
 FF0263.The orthometric height was determined by differential leveling
 FF0263.and adjusted by the National Geodetic Survey in June 1991..
 FF0263
 FF0263.The geoid height was determined by GEOID03.
 FF0263
 FF0263.The dynamic height is computed by dividing the NAVD 88
 FF0263.geopotential number by the normal gravity value computed on the
 FF0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0263.degrees latitude (g = 980.6199 gals.).
 FF0263
 FF0263.The modeled gravity was interpolated from observed gravity values.
 FF0263
 FF0263;                    North         East    Units  Estimated Accuracy
 FF0263;SPC AR N     -    91,920.      572,590.      MT  (+/- 180 meters Scaled)
 FF0263
 FF0263                          SUPERSEDED SURVEY CONTROL
 FF0263
 FF0263  NGVD 29 (??/??/??)   71.820  (m)          235.63   (f) ADJUSTED    1 2
 FF0263
 FF0263.Superseded values are not recommended for survey control.
 FF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0263.See file dsdata.txt to determine how the superseded data were derived.
 FF0263
 FF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU636931(NAD 83)
 FF0263_MARKER: R = RIVET
 FF0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0263_SP_SET: PIER
 FF0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0263
 FF0263  HISTORY     - Date     Condition        Report By
 FF0263  HISTORY     - UNK      MONUMENTED       MPRR
 FF0263  HISTORY     - 1956     GOOD             CGS
 FF0263  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0263
 FF0263                          STATION DESCRIPTION
 FF0263
 FF0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0263'0.8 MI W FROM BRIDGE JUNCTION.
 FF0263'0.75 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0263'CROSSING OF THE ST. LOUIS - SAN FRANCISCO RAILWAY AT BRIDGE
 FF0263'JUNCTION, ABOUT 0.25 MILE WEST OF RAILROAD JUNCTION AT BRIARK,
 FF0263'ABOUT 165 YARDS WEST OF EAST END OF TRESTLE NO. 374.9, ABOUT 88
 FF0263'YARDS EAST OF MILE POLE 375, IN THE TOP OF SOUTH END OF CONCRETE
 FF0263'PIER OR FIREWALL OF TRESTLE, ABOUT 6 FEET SOUTH OF SOUTH RAIL,
 FF0263'4 INCHES NORTH OF SOUTH END OF PIER AND ABOUT 1 FOOT BELOW LEVEL
 FF0263'OF TRACK.
 FF0263
 FF0263                          STATION RECOVERY (1976)
 FF0263
 FF0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0792 ***********************************************************************
 FF0792  DESIGNATION -  RV 856
 FF0792  PID         -  FF0792
 FF0792  STATE/COUNTY-  AR/POINSETT
 FF0792  USGS QUAD   -  HARRISBURG (1983)
 FF0792
 FF0792                         *CURRENT SURVEY CONTROL
 FF0792  ___________________________________________________________________
 FF0792* NAD 83(1986)-  35 34 15.     (N)    090 43 15.     (W)     SCALED    
 FF0792* NAVD 88     -        84.105  (meters)     275.93   (feet)  ADJUSTED  
 FF0792  ___________________________________________________________________
 FF0792  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF0792  DYNAMIC HT  -          84.031 (meters)     275.69  (feet)  COMP
 FF0792  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 FF0792
 FF0792  VERT ORDER  -  SECOND    CLASS 0
 FF0792
 FF0792.The horizontal coordinates were scaled from a topographic map and have
 FF0792.an estimated accuracy of +/- 6 seconds.
 FF0792
 FF0792.The orthometric height was determined by differential leveling
 FF0792.and adjusted by the National Geodetic Survey in June 1991..
 FF0792
 FF0792.The geoid height was determined by GEOID03.
 FF0792
 FF0792.The dynamic height is computed by dividing the NAVD 88
 FF0792.geopotential number by the normal gravity value computed on the
 FF0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0792.degrees latitude (g = 980.6199 gals.).
 FF0792
 FF0792.The modeled gravity was interpolated from observed gravity values.
 FF0792
 FF0792;                    North         East    Units  Estimated Accuracy
 FF0792;SPC AR N     -   138,040.      515,950.      MT  (+/- 180 meters Scaled)
 FF0792
 FF0792                          SUPERSEDED SURVEY CONTROL
 FF0792
 FF0792  NGVD 29 (??/??/??)   84.047  (m)          275.74   (f) ADJUSTED    2 0
 FF0792
 FF0792.Superseded values are not recommended for survey control.
 FF0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0792.See file dsdata.txt to determine how the superseded data were derived.
 FF0792
 FF0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065387(NAD 83)
 FF0792_MARKER: R = RIVET
 FF0792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0792_SP_SET: BRIDGE ABUTMENT
 FF0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0792
 FF0792  HISTORY     - Date     Condition        Report By
 FF0792  HISTORY     - UNK      MONUMENTED       MPRR
 FF0792  HISTORY     - 1956     MARK NOT FOUND   CGS
 FF0792
 FF0792                          STATION DESCRIPTION
 FF0792
 FF0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0792'0.6 MI N FROM HARRISBURG.
 FF0792'0.6 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0792'STATION AT HARRISBURG, POINSETT COUNTY, ABOUT 5 POLES SOUTH
 FF0792'OF MILEPOST 256, AT TRESTLE 1247 IN THE NORTHWEST CORNER OF THE
 FF0792'TOP OF THE NORTH ABUTMENT, AND 32 FEET WEST OF THE WEST RAIL.
 FF0792'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0670 ***********************************************************************
 FF0670  DESIGNATION -  RV 857
 FF0670  PID         -  FF0670
 FF0670  STATE/COUNTY-  AR/POINSETT
 FF0670  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0670
 FF0670                         *CURRENT SURVEY CONTROL
 FF0670  ___________________________________________________________________
 FF0670* NAD 83(1986)-  35 28 40.     (N)    090 44 10.     (W)     SCALED    
 FF0670* NAVD 88     -        82.516  (meters)     270.72   (feet)  ADJUSTED  
 FF0670  ___________________________________________________________________
 FF0670  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF0670  DYNAMIC HT  -          82.442 (meters)     270.48  (feet)  COMP
 FF0670  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 FF0670
 FF0670  VERT ORDER  -  FIRST     CLASS II
 FF0670
 FF0670.The horizontal coordinates were scaled from a topographic map and have
 FF0670.an estimated accuracy of +/- 6 seconds.
 FF0670
 FF0670.The orthometric height was determined by differential leveling
 FF0670.and adjusted by the National Geodetic Survey in June 1991..
 FF0670
 FF0670.The geoid height was determined by GEOID03.
 FF0670
 FF0670.The dynamic height is computed by dividing the NAVD 88
 FF0670.geopotential number by the normal gravity value computed on the
 FF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0670.degrees latitude (g = 980.6199 gals.).
 FF0670
 FF0670.The modeled gravity was interpolated from observed gravity values.
 FF0670
 FF0670;                    North         East    Units  Estimated Accuracy
 FF0670;SPC AR N     -   127,700.      514,690.      MT  (+/- 180 meters Scaled)
 FF0670
 FF0670                          SUPERSEDED SURVEY CONTROL
 FF0670
 FF0670  NGVD 29 (??/??/??)   82.463  (m)          270.55   (f) ADJUSTED    1 2
 FF0670
 FF0670.Superseded values are not recommended for survey control.
 FF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0670.See file dsdata.txt to determine how the superseded data were derived.
 FF0670
 FF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV053283(NAD 83)
 FF0670_MARKER: R = RIVET
 FF0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0670_SP_SET: CULVERT
 FF0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0670
 FF0670  HISTORY     - Date     Condition        Report By
 FF0670  HISTORY     - UNK      MONUMENTED       MPRR
 FF0670  HISTORY     - 1956     GOOD             CGS
 FF0670
 FF0670                          STATION DESCRIPTION
 FF0670
 FF0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0670'0.1 MI S FROM WHITEHALL.
 FF0670'ABOUT 0.1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0670'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, WEST AND ACROSS
 FF0670'TRACK FROM A POINT BETWEEN TELEPHONE POLES 262/17 AND 262/18,
 FF0670'11 FEET WEST OF WEST RAIL, A MONEL METAL RIVET IN THE TOP AND
 FF0670'CENTER OF THE WEST HEAD WALL OF A 20-FOOT CONCRETE CULVERT WITH
 FF0670'PARTITION, DIRECTLY OVER THE CENTER PARTITION OF CULVERT AND
 FF0670'ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0672 ***********************************************************************
 FF0672  DESIGNATION -  RV 858
 FF0672  PID         -  FF0672
 FF0672  STATE/COUNTY-  AR/POINSETT
 FF0672  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0672
 FF0672                         *CURRENT SURVEY CONTROL
 FF0672  ___________________________________________________________________
 FF0672* NAD 83(1986)-  35 28 07.     (N)    090 44 17.     (W)     SCALED    
 FF0672* NAVD 88     -        81.945  (meters)     268.85   (feet)  ADJUSTED  
 FF0672  ___________________________________________________________________
 FF0672  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF0672  DYNAMIC HT  -          81.872 (meters)     268.61  (feet)  COMP
 FF0672  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FF0672
 FF0672  VERT ORDER  -  FIRST     CLASS II
 FF0672
 FF0672.The horizontal coordinates were scaled from a topographic map and have
 FF0672.an estimated accuracy of +/- 6 seconds.
 FF0672
 FF0672.The orthometric height was determined by differential leveling
 FF0672.and adjusted by the National Geodetic Survey in June 1991..
 FF0672
 FF0672.The geoid height was determined by GEOID03.
 FF0672
 FF0672.The dynamic height is computed by dividing the NAVD 88
 FF0672.geopotential number by the normal gravity value computed on the
 FF0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0672.degrees latitude (g = 980.6199 gals.).
 FF0672
 FF0672.The modeled gravity was interpolated from observed gravity values.
 FF0672
 FF0672;                    North         East    Units  Estimated Accuracy
 FF0672;SPC AR N     -   126,680.      514,530.      MT  (+/- 180 meters Scaled)
 FF0672
 FF0672                          SUPERSEDED SURVEY CONTROL
 FF0672
 FF0672  NGVD 29 (??/??/??)   81.893  (m)          268.68   (f) ADJUSTED    1 2
 FF0672
 FF0672.Superseded values are not recommended for survey control.
 FF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0672.See file dsdata.txt to determine how the superseded data were derived.
 FF0672
 FF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV052273(NAD 83)
 FF0672_MARKER: R = RIVET
 FF0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0672_SP_SET: CULVERT
 FF0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0672
 FF0672  HISTORY     - Date     Condition        Report By
 FF0672  HISTORY     - UNK      MONUMENTED       MPRR
 FF0672  HISTORY     - 1956     GOOD             CGS
 FF0672
 FF0672                          STATION DESCRIPTION
 FF0672
 FF0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0672'0.8 MI S FROM WHITEHALL.
 FF0672'ABOUT 0.75 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0672'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, ACROSS TRACK
 FF0672'FROM A POINT BETWEEN TELEPHONE POLES 263/07 AND 263/08, A MONEL
 FF0672'METAL RIVET IN THE TOP OF CENTER OF THE WEST HEAD WALL OF A
 FF0672'10-FOOT CONCRETE CULVERT UNDER TRACK, 11 1/2 FEET WEST OF WEST
 FF0672'RAIL AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1121 ***********************************************************************
 FF1121  DESIGNATION -  RV 86
 FF1121  PID         -  FF1121
 FF1121  STATE/COUNTY-  AR/LAWRENCE
 FF1121  USGS QUAD   -  ALICIA (1980)
 FF1121
 FF1121                         *CURRENT SURVEY CONTROL
 FF1121  ___________________________________________________________________
 FF1121* NAD 83(1986)-  35 57 18.     (N)    091 02 26.     (W)     SCALED    
 FF1121* NAVD 88     -        78.004  (meters)     255.92   (feet)  ADJUSTED  
 FF1121  ___________________________________________________________________
 FF1121  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FF1121  DYNAMIC HT  -          77.939 (meters)     255.70  (feet)  COMP
 FF1121  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 FF1121
 FF1121  VERT ORDER  -  FIRST     CLASS II
 FF1121
 FF1121.The horizontal coordinates were scaled from a topographic map and have
 FF1121.an estimated accuracy of +/- 6 seconds.
 FF1121
 FF1121.The orthometric height was determined by differential leveling
 FF1121.and adjusted by the National Geodetic Survey in June 1991..
 FF1121
 FF1121.The geoid height was determined by GEOID03.
 FF1121
 FF1121.The dynamic height is computed by dividing the NAVD 88
 FF1121.geopotential number by the normal gravity value computed on the
 FF1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1121.degrees latitude (g = 980.6199 gals.).
 FF1121
 FF1121.The modeled gravity was interpolated from observed gravity values.
 FF1121
 FF1121;                    North         East    Units  Estimated Accuracy
 FF1121;SPC AR N     -   180,330.      486,550.      MT  (+/- 180 meters Scaled)
 FF1121
 FF1121                          SUPERSEDED SURVEY CONTROL
 FF1121
 FF1121  NGVD 29 (??/??/??)   77.922  (m)          255.65   (f) ADJUSTED    1 2
 FF1121
 FF1121.Superseded values are not recommended for survey control.
 FF1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1121.See file dsdata.txt to determine how the superseded data were derived.
 FF1121
 FF1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV767807(NAD 83)
 FF1121_MARKER: R = RIVET
 FF1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1121_SP_SET: CULVERT
 FF1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1121+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2002
 FF1121
 FF1121  HISTORY     - Date     Condition        Report By
 FF1121  HISTORY     - UNK      MONUMENTED       MPRR
 FF1121  HISTORY     - 1931     GOOD             CGS
 FF1121  HISTORY     - 1934     GOOD             CGS
 FF1121  HISTORY     - 20020926 GOOD             USACE
 FF1121
 FF1121                          STATION DESCRIPTION
 FF1121
 FF1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1121'1.5 MI SW FROM MINTURN.
 FF1121'ABOUT 1.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1121'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 233+39, AND IN
 FF1121'THE CENTER LINE OF THE EAST HEAD WALL OF A 2- BY 3-FOOT CONCRETE
 FF1121'CULVERT UNDER UNITED STATES HIGHWAY 67.  A STANDARD MONEL-METAL
 FF1121'RIVET.
 FF1121
 FF1121                          STATION RECOVERY (1934)
 FF1121
 FF1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1121'RECOVERED IN GOOD CONDITION.
 FF1121
 FF1121                          STATION RECOVERY (2002)
 FF1121
 FF1121'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0682 ***********************************************************************
 FF0682  DESIGNATION -  RV 861
 FF0682  PID         -  FF0682
 FF0682  STATE/COUNTY-  AR/CROSS
 FF0682  USGS QUAD   -  CHERRY VALLEY WEST (1984)
 FF0682
 FF0682                         *CURRENT SURVEY CONTROL
 FF0682  ___________________________________________________________________
 FF0682* NAD 83(1986)-  35 23 34.     (N)    090 45 17.     (W)     SCALED    
 FF0682* NAVD 88     -        83.823  (meters)     275.01   (feet)  ADJUSTED  
 FF0682  ___________________________________________________________________
 FF0682  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF0682  DYNAMIC HT  -          83.748 (meters)     274.76  (feet)  COMP
 FF0682  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FF0682
 FF0682  VERT ORDER  -  FIRST     CLASS II
 FF0682
 FF0682.The horizontal coordinates were scaled from a topographic map and have
 FF0682.an estimated accuracy of +/- 6 seconds.
 FF0682
 FF0682.The orthometric height was determined by differential leveling
 FF0682.and adjusted by the National Geodetic Survey in June 1991..
 FF0682
 FF0682.The geoid height was determined by GEOID03.
 FF0682
 FF0682.The dynamic height is computed by dividing the NAVD 88
 FF0682.geopotential number by the normal gravity value computed on the
 FF0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0682.degrees latitude (g = 980.6199 gals.).
 FF0682
 FF0682.The modeled gravity was interpolated from observed gravity values.
 FF0682
 FF0682;                    North         East    Units  Estimated Accuracy
 FF0682;SPC AR N     -   118,250.      513,120.      MT  (+/- 180 meters Scaled)
 FF0682
 FF0682                          SUPERSEDED SURVEY CONTROL
 FF0682
 FF0682  NGVD 29 (??/??/??)   83.776  (m)          274.86   (f) ADJUSTED    1 2
 FF0682
 FF0682.Superseded values are not recommended for survey control.
 FF0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0682.See file dsdata.txt to determine how the superseded data were derived.
 FF0682
 FF0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV039189(NAD 83)
 FF0682_MARKER: R = RIVET
 FF0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0682_SP_SET: CULVERT
 FF0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0682
 FF0682  HISTORY     - Date     Condition        Report By
 FF0682  HISTORY     - UNK      MONUMENTED       MPRR
 FF0682  HISTORY     - 1956     GOOD             CGS
 FF0682
 FF0682                          STATION DESCRIPTION
 FF0682
 FF0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0682'0.8 MI S FROM CHERRY VALLEY.
 FF0682'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0682'STATION AT CHERRY VALLEY, ABOUT 0.15 MILE SOUTH OF A ROAD
 FF0682'CROSSING, NEAR TELEPHONE POLE NO. 268/17, A MONEL METAL RIVET
 FF0682'IN THE TOP OF CENTER OF EAST HEAD WALL OF A 20-FOOT CONCRETE
 FF0682'CULVERT WITH PARTITION UNDER TRACK, 8 FEET EAST OF EAST RAIL AND
 FF0682'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0694 ***********************************************************************
 FF0694  DESIGNATION -  RV 863
 FF0694  PID         -  FF0694
 FF0694  STATE/COUNTY-  AR/CROSS
 FF0694  USGS QUAD   -  VANNDALE (1984)
 FF0694
 FF0694                         *CURRENT SURVEY CONTROL
 FF0694  ___________________________________________________________________
 FF0694* NAD 83(1986)-  35 19 16.     (N)    090 46 14.     (W)     SCALED    
 FF0694* NAVD 88     -        82.759  (meters)     271.52   (feet)  ADJUSTED  
 FF0694  ___________________________________________________________________
 FF0694  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0694  DYNAMIC HT  -          82.685 (meters)     271.28  (feet)  COMP
 FF0694  MODELED GRAV-     979,738.4   (mgal)                       NAVD 88
 FF0694
 FF0694  VERT ORDER  -  FIRST     CLASS II
 FF0694
 FF0694.The horizontal coordinates were scaled from a topographic map and have
 FF0694.an estimated accuracy of +/- 6 seconds.
 FF0694
 FF0694.The orthometric height was determined by differential leveling
 FF0694.and adjusted by the National Geodetic Survey in June 1991..
 FF0694
 FF0694.The geoid height was determined by GEOID03.
 FF0694
 FF0694.The dynamic height is computed by dividing the NAVD 88
 FF0694.geopotential number by the normal gravity value computed on the
 FF0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0694.degrees latitude (g = 980.6199 gals.).
 FF0694
 FF0694.The modeled gravity was interpolated from observed gravity values.
 FF0694
 FF0694;                    North         East    Units  Estimated Accuracy
 FF0694;SPC AR N     -   110,280.      511,790.      MT  (+/- 180 meters Scaled)
 FF0694
 FF0694                          SUPERSEDED SURVEY CONTROL
 FF0694
 FF0694  NGVD 29 (??/??/??)   82.719  (m)          271.39   (f) ADJUSTED    1 2
 FF0694
 FF0694.Superseded values are not recommended for survey control.
 FF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0694.See file dsdata.txt to determine how the superseded data were derived.
 FF0694
 FF0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV026109(NAD 83)
 FF0694_MARKER: R = RIVET
 FF0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0694_SP_SET: CULVERT
 FF0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0694
 FF0694  HISTORY     - Date     Condition        Report By
 FF0694  HISTORY     - UNK      MONUMENTED       MPRR
 FF0694  HISTORY     - 1956     GOOD             CGS
 FF0694
 FF0694                          STATION DESCRIPTION
 FF0694
 FF0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0694'0.6 MI N FROM VANNDALE.
 FF0694'ABOUT 0.55 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0694'THE ROAD CROSSING AT VANNDALE, NEAR TELEPHONE POLE NO. 273/18,
 FF0694'A MONEL METAL RIVET IN THE TOP OF CENTER OF EAST HEAD WALL OF A
 FF0694'15-FOOT CONCRETE CULVERT WITH PARTITION, 12 FEET EAST OF EAST
 FF0694'RAIL AND ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0699 ***********************************************************************
 FF0699  DESIGNATION -  RV 864
 FF0699  PID         -  FF0699
 FF0699  STATE/COUNTY-  AR/CROSS
 FF0699  USGS QUAD   -  VANNDALE (1984)
 FF0699
 FF0699                         *CURRENT SURVEY CONTROL
 FF0699  ___________________________________________________________________
 FF0699* NAD 83(1986)-  35 17 19.     (N)    090 46 40.     (W)     SCALED    
 FF0699* NAVD 88     -        84.140  (meters)     276.05   (feet)  ADJUSTED  
 FF0699  ___________________________________________________________________
 FF0699  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF0699  DYNAMIC HT  -          84.064 (meters)     275.80  (feet)  COMP
 FF0699  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0699
 FF0699  VERT ORDER  -  FIRST     CLASS II
 FF0699
 FF0699.The horizontal coordinates were scaled from a topographic map and have
 FF0699.an estimated accuracy of +/- 6 seconds.
 FF0699
 FF0699.The orthometric height was determined by differential leveling
 FF0699.and adjusted by the National Geodetic Survey in June 1991..
 FF0699
 FF0699.The geoid height was determined by GEOID03.
 FF0699
 FF0699.The dynamic height is computed by dividing the NAVD 88
 FF0699.geopotential number by the normal gravity value computed on the
 FF0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0699.degrees latitude (g = 980.6199 gals.).
 FF0699
 FF0699.The modeled gravity was interpolated from observed gravity values.
 FF0699
 FF0699;                    North         East    Units  Estimated Accuracy
 FF0699;SPC AR N     -   106,670.      511,170.      MT  (+/- 180 meters Scaled)
 FF0699
 FF0699                          SUPERSEDED SURVEY CONTROL
 FF0699
 FF0699  NGVD 29 (??/??/??)   84.104  (m)          275.93   (f) ADJUSTED    1 2
 FF0699
 FF0699.Superseded values are not recommended for survey control.
 FF0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0699.See file dsdata.txt to determine how the superseded data were derived.
 FF0699
 FF0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV020073(NAD 83)
 FF0699_MARKER: R = RIVET
 FF0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0699_SP_SET: CULVERT
 FF0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0699
 FF0699  HISTORY     - Date     Condition        Report By
 FF0699  HISTORY     - UNK      MONUMENTED       MPRR
 FF0699  HISTORY     - 1956     GOOD             CGS
 FF0699
 FF0699                          STATION DESCRIPTION
 FF0699
 FF0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0699'1.8 MI S FROM VANNDALE.
 FF0699'ABOUT 1.75 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0699'THE ROAD CROSSING AT VANNDALE, NEAR TELEPHONE POLE NO. 275/27
 FF0699'(THE 4TH TELEPHONE POLE NORTH OF MILE POLE 276), ACROSS THE
 FF0699'TRACK FROM TELEPHONE POLE NO. 1390, A MONEL METAL RIVET IN THE
 FF0699'TOP OF CENTER OF EAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT
 FF0699'UNDER TRACK, 16 FEET EAST OF EAST RAIL AND ABOUT 5 1/2 FEET
 FF0699'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0701 ***********************************************************************
 FF0701  DESIGNATION -  RV 865
 FF0701  PID         -  FF0701
 FF0701  STATE/COUNTY-  AR/CROSS
 FF0701  USGS QUAD   -  VANNDALE (1984)
 FF0701
 FF0701                         *CURRENT SURVEY CONTROL
 FF0701  ___________________________________________________________________
 FF0701* NAD 83(1986)-  35 16 51.     (N)    090 46 46.     (W)     SCALED    
 FF0701* NAVD 88     -        84.458  (meters)     277.09   (feet)  ADJUSTED  
 FF0701  ___________________________________________________________________
 FF0701  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0701  DYNAMIC HT  -          84.382 (meters)     276.84  (feet)  COMP
 FF0701  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FF0701
 FF0701  VERT ORDER  -  FIRST     CLASS II
 FF0701
 FF0701.The horizontal coordinates were scaled from a topographic map and have
 FF0701.an estimated accuracy of +/- 6 seconds.
 FF0701
 FF0701.The orthometric height was determined by differential leveling
 FF0701.and adjusted by the National Geodetic Survey in June 1991..
 FF0701
 FF0701.The geoid height was determined by GEOID03.
 FF0701
 FF0701.The dynamic height is computed by dividing the NAVD 88
 FF0701.geopotential number by the normal gravity value computed on the
 FF0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0701.degrees latitude (g = 980.6199 gals.).
 FF0701
 FF0701.The modeled gravity was interpolated from observed gravity values.
 FF0701
 FF0701;                    North         East    Units  Estimated Accuracy
 FF0701;SPC AR N     -   105,810.      511,030.      MT  (+/- 180 meters Scaled)
 FF0701
 FF0701                          SUPERSEDED SURVEY CONTROL
 FF0701
 FF0701  NGVD 29 (??/??/??)   84.422  (m)          276.97   (f) ADJUSTED    1 2
 FF0701
 FF0701.Superseded values are not recommended for survey control.
 FF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0701.See file dsdata.txt to determine how the superseded data were derived.
 FF0701
 FF0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV019064(NAD 83)
 FF0701_MARKER: R = RIVET
 FF0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0701_SP_SET: CULVERT
 FF0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0701
 FF0701  HISTORY     - Date     Condition        Report By
 FF0701  HISTORY     - UNK      MONUMENTED       MPRR
 FF0701  HISTORY     - 1956     GOOD             CGS
 FF0701
 FF0701                          STATION DESCRIPTION
 FF0701
 FF0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0701'2.3 MI S FROM VANNDALE.
 FF0701'ABOUT 2.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0701'THE ROAD CROSSING AT VANNDALE, ABOUT 3.85 MILES NORTH OF THE
 FF0701'STATION AT WYNNE, ABOUT 50 YARDS NORTH OF A PRIVATE FIELD ROAD
 FF0701'CROSSING, BETWEEN TELEPHONE POLES NO. 276/13 AND 276/14, A MONEL
 FF0701'METAL RIVET IN THE TOP OF CENTER OF EAST HEAD WALL OF A 12-FOOT
 FF0701'CONCRETE CULVERT, 11 1/2 FEET EAST OF EAST RAIL AND ABOUT 3 FEET
 FF0701'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1122 ***********************************************************************
 FF1122  DESIGNATION -  RV 87
 FF1122  PID         -  FF1122
 FF1122  STATE/COUNTY-  AR/LAWRENCE
 FF1122  USGS QUAD   -  ALICIA (1980)
 FF1122
 FF1122                         *CURRENT SURVEY CONTROL
 FF1122  ___________________________________________________________________
 FF1122* NAD 83(1986)-  35 57 52.     (N)    091 02 02.     (W)     SCALED    
 FF1122* NAVD 88     -        79.247  (meters)     260.00   (feet)  ADJUSTED  
 FF1122  ___________________________________________________________________
 FF1122  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FF1122  DYNAMIC HT  -          79.181 (meters)     259.78  (feet)  COMP
 FF1122  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 FF1122
 FF1122  VERT ORDER  -  FIRST     CLASS II
 FF1122
 FF1122.The horizontal coordinates were scaled from a topographic map and have
 FF1122.an estimated accuracy of +/- 6 seconds.
 FF1122
 FF1122.The orthometric height was determined by differential leveling
 FF1122.and adjusted by the National Geodetic Survey in June 1991..
 FF1122
 FF1122.The geoid height was determined by GEOID03.
 FF1122
 FF1122.The dynamic height is computed by dividing the NAVD 88
 FF1122.geopotential number by the normal gravity value computed on the
 FF1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1122.degrees latitude (g = 980.6199 gals.).
 FF1122
 FF1122.The modeled gravity was interpolated from observed gravity values.
 FF1122
 FF1122;                    North         East    Units  Estimated Accuracy
 FF1122;SPC AR N     -   181,390.      487,140.      MT  (+/- 180 meters Scaled)
 FF1122
 FF1122                          SUPERSEDED SURVEY CONTROL
 FF1122
 FF1122  NGVD 29 (??/??/??)   79.164  (m)          259.72   (f) ADJUSTED    1 2
 FF1122
 FF1122.Superseded values are not recommended for survey control.
 FF1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1122.See file dsdata.txt to determine how the superseded data were derived.
 FF1122
 FF1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV772817(NAD 83)
 FF1122_MARKER: R = RIVET
 FF1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1122_SP_SET: CULVERT
 FF1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1122+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2002
 FF1122
 FF1122  HISTORY     - Date     Condition        Report By
 FF1122  HISTORY     - UNK      MONUMENTED       MPRR
 FF1122  HISTORY     - 1931     GOOD             CGS
 FF1122  HISTORY     - 1934     GOOD             CGS
 FF1122  HISTORY     - 20020926 GOOD             USACE
 FF1122
 FF1122                          STATION DESCRIPTION
 FF1122
 FF1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1122'0.8 MI SW FROM MINTURN.
 FF1122'ABOUT 0.8 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1122'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 233+09, AND IN THE
 FF1122'CENTER OF THE WEST HEAD WALL OF A 2-1/2- BY 5-1/2-FOOT CONCRETE
 FF1122'CULVERT.  A STANDARD MONEL-METAL RIVET.
 FF1122
 FF1122                          STATION RECOVERY (1934)
 FF1122
 FF1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1122'RECOVERED IN GOOD CONDITION.
 FF1122
 FF1122                          STATION RECOVERY (2002)
 FF1122
 FF1122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1125 ***********************************************************************
 FF1125  DESIGNATION -  RV 88
 FF1125  PID         -  FF1125
 FF1125  STATE/COUNTY-  AR/LAWRENCE
 FF1125  USGS QUAD   -  ALICIA (1980)
 FF1125
 FF1125                         *CURRENT SURVEY CONTROL
 FF1125  ___________________________________________________________________
 FF1125* NAD 83(1986)-  35 58 56.     (N)    091 01 18.     (W)     SCALED    
 FF1125* NAVD 88     -        79.042  (meters)     259.32   (feet)  ADJUSTED  
 FF1125  ___________________________________________________________________
 FF1125  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FF1125  DYNAMIC HT  -          78.976 (meters)     259.11  (feet)  COMP
 FF1125  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 FF1125
 FF1125  VERT ORDER  -  FIRST     CLASS II
 FF1125
 FF1125.The horizontal coordinates were scaled from a topographic map and have
 FF1125.an estimated accuracy of +/- 6 seconds.
 FF1125
 FF1125.The orthometric height was determined by differential leveling
 FF1125.and adjusted by the National Geodetic Survey in June 1991..
 FF1125
 FF1125.The geoid height was determined by GEOID03.
 FF1125
 FF1125.The dynamic height is computed by dividing the NAVD 88
 FF1125.geopotential number by the normal gravity value computed on the
 FF1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1125.degrees latitude (g = 980.6199 gals.).
 FF1125
 FF1125.The modeled gravity was interpolated from observed gravity values.
 FF1125
 FF1125;                    North         East    Units  Estimated Accuracy
 FF1125;SPC AR N     -   183,370.      488,230.      MT  (+/- 180 meters Scaled)
 FF1125
 FF1125                          SUPERSEDED SURVEY CONTROL
 FF1125
 FF1125  NGVD 29 (??/??/??)   78.958  (m)          259.05   (f) ADJUSTED    1 2
 FF1125
 FF1125.Superseded values are not recommended for survey control.
 FF1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1125.See file dsdata.txt to determine how the superseded data were derived.
 FF1125
 FF1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV783837(NAD 83)
 FF1125_MARKER: R = RIVET
 FF1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1125_SP_SET: CULVERT
 FF1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1125
 FF1125  HISTORY     - Date     Condition        Report By
 FF1125  HISTORY     - UNK      MONUMENTED       MPRR
 FF1125  HISTORY     - 1931     GOOD             CGS
 FF1125  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF1125
 FF1125                          STATION DESCRIPTION
 FF1125
 FF1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1125'0.6 MI NE FROM MINTURN.
 FF1125'ABOUT 0.6 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1125'MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 231+32, AND IN THE CENTER
 FF1125'LINE OF THE EAST HEAD WALL OF A 3- BY 5-FOOT CONCRETE CULVERT
 FF1125'UNDER UNITED STATES HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
 FF1125
 FF1125                          STATION RECOVERY (2002)
 FF1125
 FF1125'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1126 ***********************************************************************
 FF1126  DESIGNATION -  RV 89
 FF1126  PID         -  FF1126
 FF1126  STATE/COUNTY-  AR/LAWRENCE
 FF1126  USGS QUAD   -  ALICIA (1980)
 FF1126
 FF1126                         *CURRENT SURVEY CONTROL
 FF1126  ___________________________________________________________________
 FF1126* NAD 83(1986)-  35 59 29.     (N)    091 00 54.     (W)     SCALED    
 FF1126* NAVD 88     -        78.458  (meters)     257.41   (feet)  ADJUSTED  
 FF1126  ___________________________________________________________________
 FF1126  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FF1126  DYNAMIC HT  -          78.393 (meters)     257.19  (feet)  COMP
 FF1126  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 FF1126
 FF1126  VERT ORDER  -  FIRST     CLASS II
 FF1126
 FF1126.The horizontal coordinates were scaled from a topographic map and have
 FF1126.an estimated accuracy of +/- 6 seconds.
 FF1126
 FF1126.The orthometric height was determined by differential leveling
 FF1126.and adjusted by the National Geodetic Survey in June 1991..
 FF1126
 FF1126.The geoid height was determined by GEOID03.
 FF1126
 FF1126.The dynamic height is computed by dividing the NAVD 88
 FF1126.geopotential number by the normal gravity value computed on the
 FF1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1126.degrees latitude (g = 980.6199 gals.).
 FF1126
 FF1126.The modeled gravity was interpolated from observed gravity values.
 FF1126
 FF1126;                    North         East    Units  Estimated Accuracy
 FF1126;SPC AR N     -   184,390.      488,820.      MT  (+/- 180 meters Scaled)
 FF1126
 FF1126                          SUPERSEDED SURVEY CONTROL
 FF1126
 FF1126  NGVD 29 (??/??/??)   78.374  (m)          257.13   (f) ADJUSTED    1 2
 FF1126
 FF1126.Superseded values are not recommended for survey control.
 FF1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1126.See file dsdata.txt to determine how the superseded data were derived.
 FF1126
 FF1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV789848(NAD 83)
 FF1126_MARKER: R = RIVET
 FF1126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1126_SP_SET: CULVERT
 FF1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1126
 FF1126  HISTORY     - Date     Condition        Report By
 FF1126  HISTORY     - UNK      MONUMENTED       MPRR
 FF1126  HISTORY     - 1931     GOOD             CGS
 FF1126  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF1126
 FF1126                          STATION DESCRIPTION
 FF1126
 FF1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1126'1.4 MI NE FROM MINTURN.
 FF1126'ABOUT 1.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1126'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 231+02, AND IN THE
 FF1126'CENTER OF THE EAST HEAD WALL OF A 2- BY 3-FOOT CONCRETE CULVERT
 FF1126'(FORMERLY BRIDGE 270.)  A STANDARD MONEL-METAL RIVET.
 FF1126
 FF1126                          STATION RECOVERY (2002)
 FF1126
 FF1126'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1333 ***********************************************************************
 FF1333  DESIGNATION -  RV 9
 FF1333  PID         -  FF1333
 FF1333  STATE/COUNTY-  AR/WHITE
 FF1333  USGS QUAD   -  BALD KNOB (1994)
 FF1333
 FF1333                         *CURRENT SURVEY CONTROL
 FF1333  ___________________________________________________________________
 FF1333* NAD 83(1986)-  35 17 39.     (N)    091 35 25.     (W)     SCALED    
 FF1333* NAVD 88     -        63.427  (meters)     208.09   (feet)  ADJUSTED  
 FF1333  ___________________________________________________________________
 FF1333  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1333  DYNAMIC HT  -          63.370 (meters)     207.91  (feet)  COMP
 FF1333  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 FF1333
 FF1333  VERT ORDER  -  FIRST     CLASS II
 FF1333
 FF1333.The horizontal coordinates were scaled from a topographic map and have
 FF1333.an estimated accuracy of +/- 6 seconds.
 FF1333
 FF1333.The orthometric height was determined by differential leveling
 FF1333.and adjusted by the National Geodetic Survey in June 1991..
 FF1333
 FF1333.The geoid height was determined by GEOID03.
 FF1333
 FF1333.The dynamic height is computed by dividing the NAVD 88
 FF1333.geopotential number by the normal gravity value computed on the
 FF1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1333.degrees latitude (g = 980.6199 gals.).
 FF1333
 FF1333.The modeled gravity was interpolated from observed gravity values.
 FF1333
 FF1333;                    North         East    Units  Estimated Accuracy
 FF1333;SPC AR N     -   106,670.      437,270.      MT  (+/- 180 meters Scaled)
 FF1333
 FF1333                          SUPERSEDED SURVEY CONTROL
 FF1333
 FF1333  NGVD 29 (??/??/??)   63.382  (m)          207.95   (f) ADJUSTED    1 2
 FF1333
 FF1333.Superseded values are not recommended for survey control.
 FF1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1333.See file dsdata.txt to determine how the superseded data were derived.
 FF1333
 FF1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV281065(NAD 83)
 FF1333_MARKER: R = RIVET
 FF1333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1333_SP_SET: CULVERT
 FF1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1333
 FF1333  HISTORY     - Date     Condition        Report By
 FF1333  HISTORY     - UNK      MONUMENTED       MPRR
 FF1333  HISTORY     - 1931     GOOD             CGS
 FF1333  HISTORY     - 1934     GOOD             CGS
 FF1333
 FF1333                          STATION DESCRIPTION
 FF1333
 FF1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1333'2.8 MI NE FROM JUDSONIA.
 FF1333'ABOUT 2-3/4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1333'FROM JUDSONIA, WHITE COUNTY, AT POLE 289+37, AND IN THE CENTER
 FF1333'OF THE WEST HEAD WALL OF A 4- BY 4-FOOT CONCRETE CULVERT
 FF1333'(FORMERLY BRIDGE 360.)  A STANDARD MONEL-METAL RIVET.
 FF1333
 FF1333                          STATION RECOVERY (1934)
 FF1333
 FF1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0076 ***********************************************************************
 GG0076  DESIGNATION -  RV 9
 GG0076  PID         -  GG0076
 GG0076  STATE/COUNTY-  AR/WASHINGTON
 GG0076  USGS QUAD   -  SPRINGDALE (1994)
 GG0076
 GG0076                         *CURRENT SURVEY CONTROL
 GG0076  ___________________________________________________________________
 GG0076* NAD 83(1986)-  36 08 59.     (N)    094 09 18.     (W)     SCALED    
 GG0076* NAVD 88     -       383.562  (meters)    1258.40   (feet)  ADJUSTED  
 GG0076  ___________________________________________________________________
 GG0076  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0076  DYNAMIC HT  -         383.219 (meters)    1257.28  (feet)  COMP
 GG0076  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 GG0076
 GG0076  VERT ORDER  -  FIRST     CLASS II
 GG0076
 GG0076.The horizontal coordinates were scaled from a topographic map and have
 GG0076.an estimated accuracy of +/- 6 seconds.
 GG0076
 GG0076.The orthometric height was determined by differential leveling
 GG0076.and adjusted by the National Geodetic Survey in June 1991..
 GG0076
 GG0076.The geoid height was determined by GEOID03.
 GG0076
 GG0076.The dynamic height is computed by dividing the NAVD 88
 GG0076.geopotential number by the normal gravity value computed on the
 GG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0076.degrees latitude (g = 980.6199 gals.).
 GG0076
 GG0076.The modeled gravity was interpolated from observed gravity values.
 GG0076
 GG0076;                    North         East    Units  Estimated Accuracy
 GG0076;SPC AR N     -   203,640.      206,080.      MT  (+/- 180 meters Scaled)
 GG0076
 GG0076                          SUPERSEDED SURVEY CONTROL
 GG0076
 GG0076  NGVD 29 (??/??/92)  383.435  (m)         1257.99   (f) ADJ UNCH    1 2
 GG0076
 GG0076.Superseded values are not recommended for survey control.
 GG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0076.See file dsdata.txt to determine how the superseded data were derived.
 GG0076
 GG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA960011(NAD 83)
 GG0076_MARKER: R = RIVET
 GG0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0076_SP_SET: CULVERT
 GG0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0076
 GG0076  HISTORY     - Date     Condition        Report By
 GG0076  HISTORY     - UNK      MONUMENTED       SLSFRR
 GG0076  HISTORY     - 1960     GOOD             NGS
 GG0076  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0076
 GG0076                          STATION DESCRIPTION
 GG0076
 GG0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0076'3 MI S FROM SPRINGDALE.
 GG0076'3.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0076'SPRINGDALE, WASHINGTON COUNTY, 6-1/2 POLES SOUTH OF MILEPOST
 GG0076'346, ON THE WEST SIDE OF THE TRACK, AND IN THE TOP OF THE
 GG0076'NORTHWEST CORNER OF THE HEADWALL OF A CONCRETE CULVERT.  A
 GG0076'STANDARD MONEL-METAL RIVET.
 GG0076
 GG0076                          STATION RECOVERY (1989)
 GG0076
 GG0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0076'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0499 ***********************************************************************
 GE0499  DESIGNATION -  RV 90
 GE0499  PID         -  GE0499
 GE0499  STATE/COUNTY-  AR/LAWRENCE
 GE0499  USGS QUAD   -  BLACK ROCK (1974)
 GE0499
 GE0499                         *CURRENT SURVEY CONTROL
 GE0499  ___________________________________________________________________
 GE0499* NAD 83(1986)-  36 00 02.     (N)    091 00 34.     (W)     SCALED    
 GE0499* NAVD 88     -        78.604  (meters)     257.89   (feet)  ADJUSTED  
 GE0499  ___________________________________________________________________
 GE0499  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GE0499  DYNAMIC HT  -          78.538 (meters)     257.67  (feet)  COMP
 GE0499  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GE0499
 GE0499  VERT ORDER  -  FIRST     CLASS II
 GE0499
 GE0499.The horizontal coordinates were scaled from a topographic map and have
 GE0499.an estimated accuracy of +/- 6 seconds.
 GE0499
 GE0499.The orthometric height was determined by differential leveling
 GE0499.and adjusted by the National Geodetic Survey in June 1991..
 GE0499
 GE0499.The geoid height was determined by GEOID03.
 GE0499
 GE0499.The dynamic height is computed by dividing the NAVD 88
 GE0499.geopotential number by the normal gravity value computed on the
 GE0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0499.degrees latitude (g = 980.6199 gals.).
 GE0499
 GE0499.The modeled gravity was interpolated from observed gravity values.
 GE0499
 GE0499;                    North         East    Units  Estimated Accuracy
 GE0499;SPC AR N     -   185,420.      489,310.      MT  (+/- 180 meters Scaled)
 GE0499
 GE0499                          SUPERSEDED SURVEY CONTROL
 GE0499
 GE0499  NGVD 29 (??/??/92)   78.519  (m)          257.61   (f) ADJ UNCH    1 2
 GE0499
 GE0499.Superseded values are not recommended for survey control.
 GE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0499.See file dsdata.txt to determine how the superseded data were derived.
 GE0499
 GE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV794858(NAD 83)
 GE0499_MARKER: R = RIVET
 GE0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0499_SP_SET: CULVERT
 GE0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0499
 GE0499  HISTORY     - Date     Condition        Report By
 GE0499  HISTORY     - UNK      MONUMENTED       MPRR
 GE0499  HISTORY     - UNK      GOOD             NGS
 GE0499  HISTORY     - 1935     GOOD             NGS
 GE0499
 GE0499                          STATION DESCRIPTION
 GE0499
 GE0499'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 GE0499'RECOVERED IN GOOD CONDITION.
 GE0499
 GE0499                          STATION RECOVERY (1935)
 GE0499
 GE0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0499'4 MI S FROM HOXIE.
 GE0499'4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM HOXIE,
 GE0499'LAWRENCE COUNTY, OPPOSITE POLE 230+16, AND IN THE CENTER OF THE
 GE0499'EAST HEAD WALL OF A 2- BY 3-FOOT CONCRETE CULVERT UNDER UNITED
 GE0499'STATES HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0501 ***********************************************************************
 GE0501  DESIGNATION -  RV 91
 GE0501  PID         -  GE0501
 GE0501  STATE/COUNTY-  AR/LAWRENCE
 GE0501  USGS QUAD   -  BLACK ROCK (1974)
 GE0501
 GE0501                         *CURRENT SURVEY CONTROL
 GE0501  ___________________________________________________________________
 GE0501* NAD 83(1986)-  36 00 34.     (N)    091 00 13.     (W)     SCALED    
 GE0501* NAVD 88     -        80.201  (meters)     263.13   (feet)  ADJUSTED  
 GE0501  ___________________________________________________________________
 GE0501  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GE0501  DYNAMIC HT  -          80.134 (meters)     262.91  (feet)  COMP
 GE0501  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 GE0501
 GE0501  VERT ORDER  -  FIRST     CLASS II
 GE0501
 GE0501.The horizontal coordinates were scaled from a topographic map and have
 GE0501.an estimated accuracy of +/- 6 seconds.
 GE0501
 GE0501.The orthometric height was determined by differential leveling
 GE0501.and adjusted by the National Geodetic Survey in June 1991..
 GE0501
 GE0501.The geoid height was determined by GEOID03.
 GE0501
 GE0501.The dynamic height is computed by dividing the NAVD 88
 GE0501.geopotential number by the normal gravity value computed on the
 GE0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0501.degrees latitude (g = 980.6199 gals.).
 GE0501
 GE0501.The modeled gravity was interpolated from observed gravity values.
 GE0501
 GE0501;                    North         East    Units  Estimated Accuracy
 GE0501;SPC AR N     -   186,410.      489,820.      MT  (+/- 180 meters Scaled)
 GE0501
 GE0501                          SUPERSEDED SURVEY CONTROL
 GE0501
 GE0501  NGVD 29 (??/??/92)   80.116  (m)          262.85   (f) ADJ UNCH    1 2
 GE0501
 GE0501.Superseded values are not recommended for survey control.
 GE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0501.See file dsdata.txt to determine how the superseded data were derived.
 GE0501
 GE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV799868(NAD 83)
 GE0501_MARKER: R = RIVET
 GE0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0501+STABILITY: SURFACE MOTION
 GE0501
 GE0501  HISTORY     - Date     Condition        Report By
 GE0501  HISTORY     - UNK      MONUMENTED       MPRR
 GE0501  HISTORY     - UNK      GOOD             NGS
 GE0501  HISTORY     - 1935     GOOD             NGS
 GE0501
 GE0501                          STATION DESCRIPTION
 GE0501
 GE0501'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 GE0501'RECOVERED IN GOOD CONDITION.
 GE0501
 GE0501                          STATION RECOVERY (1935)
 GE0501
 GE0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0501'3.5 MI S FROM HOXIE.
 GE0501'3-1/2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM HOXIE,
 GE0501'LAWRENCE COUNTY, AT POLE 229+29, AND IN THE SOUTHEAST CORNER OF
 GE0501'THE CONCRETE FOUNDATION OF SIGNAL 2296.  A STANDARD MONEL-METAL
 GE0501'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0309 ***********************************************************************
 GE0309  DESIGNATION -  RV 92
 GE0309  PID         -  GE0309
 GE0309  STATE/COUNTY-  AR/LAWRENCE
 GE0309  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0309
 GE0309                         *CURRENT SURVEY CONTROL
 GE0309  ___________________________________________________________________
 GE0309* NAD 83(1986)-  36 01 04.     (N)    090 59 51.     (W)     SCALED    
 GE0309* NAVD 88     -        79.43   (+/-2cm)     260.6    (feet)  VERTCON   
 GE0309  ___________________________________________________________________
 GE0309  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GE0309
 GE0309  VERT ORDER  -  ? (See Below)
 GE0309
 GE0309.The horizontal coordinates were scaled from a topographic map and have
 GE0309.an estimated accuracy of +/- 6 seconds.
 GE0309
 GE0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0309.The vertical order pertains to the NGVD 29 superseded value.
 GE0309
 GE0309.The geoid height was determined by GEOID03.
 GE0309
 GE0309;                    North         East    Units  Estimated Accuracy
 GE0309;SPC AR N     -   187,340.      490,360.      MT  (+/- 180 meters Scaled)
 GE0309
 GE0309                          SUPERSEDED SURVEY CONTROL
 GE0309
 GE0309  NGVD 29 (??/??/92)   79.338  (m)          260.29   (f) ADJ UNCH    ?  
 GE0309
 GE0309.Superseded values are not recommended for survey control.
 GE0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0309.See file dsdata.txt to determine how the superseded data were derived.
 GE0309
 GE0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV804877(NAD 83)
 GE0309_MARKER: R = RIVET
 GE0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0309_SP_SET: CULVERT
 GE0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0309
 GE0309  HISTORY     - Date     Condition        Report By
 GE0309  HISTORY     - UNK      MONUMENTED       MPRR
 GE0309  HISTORY     - 1934     GOOD             NGS
 GE0309
 GE0309                          STATION DESCRIPTION
 GE0309
 GE0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0309'2.8 MI S FROM HOXIE.
 GE0309'2 3/4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM HOXIE,
 GE0309'LAWRENCE COUNTY, AT POLE 229+03, AND IN THE CENTER OF THE WEST
 GE0309'HEAD WALL OF A DOUBLE 3- BY 5-FOOT CONCRETE CULVERT.  A STANDARD
 GE0309'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0310 ***********************************************************************
 GE0310  DESIGNATION -  RV 93
 GE0310  PID         -  GE0310
 GE0310  STATE/COUNTY-  AR/LAWRENCE
 GE0310  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0310
 GE0310                         *CURRENT SURVEY CONTROL
 GE0310  ___________________________________________________________________
 GE0310* NAD 83(1986)-  36 01 29.     (N)    090 59 33.     (W)     SCALED    
 GE0310* NAVD 88     -        80.858  (meters)     265.28   (feet)  ADJUSTED  
 GE0310  ___________________________________________________________________
 GE0310  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GE0310  DYNAMIC HT  -          80.791 (meters)     265.06  (feet)  COMP
 GE0310  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GE0310
 GE0310  VERT ORDER  -  FIRST     CLASS II
 GE0310
 GE0310.The horizontal coordinates were scaled from a topographic map and have
 GE0310.an estimated accuracy of +/- 6 seconds.
 GE0310
 GE0310.The orthometric height was determined by differential leveling
 GE0310.and adjusted by the National Geodetic Survey in June 1991..
 GE0310
 GE0310.The geoid height was determined by GEOID03.
 GE0310
 GE0310.The dynamic height is computed by dividing the NAVD 88
 GE0310.geopotential number by the normal gravity value computed on the
 GE0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0310.degrees latitude (g = 980.6199 gals.).
 GE0310
 GE0310.The modeled gravity was interpolated from observed gravity values.
 GE0310
 GE0310;                    North         East    Units  Estimated Accuracy
 GE0310;SPC AR N     -   188,110.      490,810.      MT  (+/- 180 meters Scaled)
 GE0310
 GE0310                          SUPERSEDED SURVEY CONTROL
 GE0310
 GE0310  NGVD 29 (??/??/92)   80.772  (m)          265.00   (f) ADJ UNCH    1 2
 GE0310
 GE0310.Superseded values are not recommended for survey control.
 GE0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0310.See file dsdata.txt to determine how the superseded data were derived.
 GE0310
 GE0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV808885(NAD 83)
 GE0310_MARKER: R = RIVET
 GE0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0310_SP_SET: FOUNDATION
 GE0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0310
 GE0310  HISTORY     - Date     Condition        Report By
 GE0310  HISTORY     - UNK      MONUMENTED       MPRR
 GE0310  HISTORY     - 1934     GOOD             NGS
 GE0310
 GE0310                          STATION DESCRIPTION
 GE0310
 GE0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0310'2.2 MI S FROM HOXIE.
 GE0310'2 1/4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM HOXIE,
 GE0310'LAWRENCE COUNTY, AT A.A. JUNCTION, AT POLE 228+20, AND IN THE
 GE0310'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A CANTILEVER
 GE0310'SIGNAL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0311 ***********************************************************************
 GE0311  DESIGNATION -  RV 94
 GE0311  PID         -  GE0311
 GE0311  STATE/COUNTY-  AR/LAWRENCE
 GE0311  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0311
 GE0311                         *CURRENT SURVEY CONTROL
 GE0311  ___________________________________________________________________
 GE0311* NAD 83(1986)-  36 01 54.     (N)    090 59 17.     (W)     SCALED    
 GE0311* NAVD 88     -        80.395  (meters)     263.76   (feet)  ADJUSTED  
 GE0311  ___________________________________________________________________
 GE0311  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GE0311  DYNAMIC HT  -          80.329 (meters)     263.55  (feet)  COMP
 GE0311  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GE0311
 GE0311  VERT ORDER  -  FIRST     CLASS II
 GE0311
 GE0311.The horizontal coordinates were scaled from a topographic map and have
 GE0311.an estimated accuracy of +/- 6 seconds.
 GE0311
 GE0311.The orthometric height was determined by differential leveling
 GE0311.and adjusted by the National Geodetic Survey in June 1991..
 GE0311
 GE0311.The geoid height was determined by GEOID03.
 GE0311
 GE0311.The dynamic height is computed by dividing the NAVD 88
 GE0311.geopotential number by the normal gravity value computed on the
 GE0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0311.degrees latitude (g = 980.6199 gals.).
 GE0311
 GE0311.The modeled gravity was interpolated from observed gravity values.
 GE0311
 GE0311;                    North         East    Units  Estimated Accuracy
 GE0311;SPC AR N     -   188,890.      491,200.      MT  (+/- 180 meters Scaled)
 GE0311
 GE0311                          SUPERSEDED SURVEY CONTROL
 GE0311
 GE0311  NGVD 29 (??/??/92)   80.309  (m)          263.48   (f) ADJ UNCH    1 2
 GE0311
 GE0311.Superseded values are not recommended for survey control.
 GE0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0311.See file dsdata.txt to determine how the superseded data were derived.
 GE0311
 GE0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV812893(NAD 83)
 GE0311_MARKER: R = RIVET
 GE0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0311_SP_SET: RR SIGNAL
 GE0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0311
 GE0311  HISTORY     - Date     Condition        Report By
 GE0311  HISTORY     - UNK      MONUMENTED       MPRR
 GE0311  HISTORY     - 1934     GOOD             NGS
 GE0311  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0311
 GE0311                          STATION DESCRIPTION
 GE0311
 GE0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0311'1.5 MI S FROM HOXIE.
 GE0311'1 1/2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM HOXIE,
 GE0311'LAWRENCE COUNTY, OPPOSITE POLE 227+39, AND IN THE CENTER OF THE
 GE0311'EAST HEAD WALL OF A 24-INCH CONCRETE CULVERT UNDER UNITED STATES
 GE0311'HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
 GE0311
 GE0311                          STATION RECOVERY (1992)
 GE0311
 GE0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0311'A DRILL HOLE WAS FOUND WITH THE RIVET MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0312 ***********************************************************************
 GE0312  DESIGNATION -  RV 95
 GE0312  PID         -  GE0312
 GE0312  STATE/COUNTY-  AR/LAWRENCE
 GE0312  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0312
 GE0312                         *CURRENT SURVEY CONTROL
 GE0312  ___________________________________________________________________
 GE0312* NAD 83(1986)-  36 02 45.     (N)    090 58 41.     (W)     SCALED    
 GE0312* NAVD 88     -        80.319  (meters)     263.51   (feet)  ADJUSTED  
 GE0312  ___________________________________________________________________
 GE0312  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GE0312  DYNAMIC HT  -          80.253 (meters)     263.30  (feet)  COMP
 GE0312  MODELED GRAV-     979,806.5   (mgal)                       NAVD 88
 GE0312
 GE0312  VERT ORDER  -  FIRST     CLASS II
 GE0312
 GE0312.The horizontal coordinates were scaled from a topographic map and have
 GE0312.an estimated accuracy of +/- 6 seconds.
 GE0312
 GE0312.The orthometric height was determined by differential leveling
 GE0312.and adjusted by the National Geodetic Survey in June 1991..
 GE0312
 GE0312.The geoid height was determined by GEOID03.
 GE0312
 GE0312.The dynamic height is computed by dividing the NAVD 88
 GE0312.geopotential number by the normal gravity value computed on the
 GE0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0312.degrees latitude (g = 980.6199 gals.).
 GE0312
 GE0312.The modeled gravity was interpolated from observed gravity values.
 GE0312
 GE0312;                    North         East    Units  Estimated Accuracy
 GE0312;SPC AR N     -   190,470.      492,080.      MT  (+/- 180 meters Scaled)
 GE0312
 GE0312                          SUPERSEDED SURVEY CONTROL
 GE0312
 GE0312  NGVD 29 (??/??/92)   80.232  (m)          263.23   (f) ADJ UNCH    1 2
 GE0312
 GE0312.Superseded values are not recommended for survey control.
 GE0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0312.See file dsdata.txt to determine how the superseded data were derived.
 GE0312
 GE0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV821909(NAD 83)
 GE0312_MARKER: R = RIVET
 GE0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0312_SP_SET: CULVERT
 GE0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0312
 GE0312  HISTORY     - Date     Condition        Report By
 GE0312  HISTORY     - UNK      MONUMENTED       MPRR
 GE0312  HISTORY     - 1934     GOOD             NGS
 GE0312  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0312
 GE0312                          STATION DESCRIPTION
 GE0312
 GE0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0312'0.5 MI S FROM HOXIE.
 GE0312'1/2 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM HOXIE,
 GE0312'LAWRENCE COUNTY, OPPOSITE POLE 226+34 AND IN THE CENTER OF THE
 GE0312'EAST HEAD WALL OF A DOUBLE 4- BY 5-FOOT CONCRETE CULVERT UNDER
 GE0312'UNITED STATES HIGHWAY 67.  A STANDARD MONEL-METAL RIVET.
 GE0312
 GE0312                          STATION RECOVERY (1992)
 GE0312
 GE0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0312'THERE IS A NEW HEADWALL AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0313 ***********************************************************************
 GE0313  DESIGNATION -  RV 96
 GE0313  PID         -  GE0313
 GE0313  STATE/COUNTY-  AR/LAWRENCE
 GE0313  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0313
 GE0313                         *CURRENT SURVEY CONTROL
 GE0313  ___________________________________________________________________
 GE0313* NAD 83(1986)-  36 03 08.     (N)    090 58 23.     (W)     SCALED    
 GE0313* NAVD 88     -        82.77   (+/-2cm)     271.6    (feet)  VERTCON   
 GE0313  ___________________________________________________________________
 GE0313  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GE0313
 GE0313  VERT ORDER  -  ? (See Below)
 GE0313
 GE0313.The horizontal coordinates were scaled from a topographic map and have
 GE0313.an estimated accuracy of +/- 6 seconds.
 GE0313
 GE0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0313.The vertical order pertains to the NGVD 29 superseded value.
 GE0313
 GE0313.The geoid height was determined by GEOID03.
 GE0313
 GE0313;                    North         East    Units  Estimated Accuracy
 GE0313;SPC AR N     -   191,180.      492,530.      MT  (+/- 180 meters Scaled)
 GE0313
 GE0313                          SUPERSEDED SURVEY CONTROL
 GE0313
 GE0313  NGVD 29 (??/??/92)   82.681  (m)          271.26   (f) ADJ UNCH    ?  
 GE0313
 GE0313.Superseded values are not recommended for survey control.
 GE0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0313.See file dsdata.txt to determine how the superseded data were derived.
 GE0313
 GE0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV825916(NAD 83)
 GE0313_MARKER: R = RIVET
 GE0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0313_SP_SET: RR SIGNAL
 GE0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0313
 GE0313  HISTORY     - Date     Condition        Report By
 GE0313  HISTORY     - UNK      MONUMENTED       MPRR
 GE0313  HISTORY     - 1934     GOOD             NGS
 GE0313  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0313
 GE0313                          STATION DESCRIPTION
 GE0313
 GE0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0313'AT HOXIE.
 GE0313'AT HOXIE, LAWRENCE COUNTY, JUST NORTH OF THE CROSSING OF THE
 GE0313'MISSOURI PACIFIC RAILROAD AND THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 GE0313'AT POLE 226+13, AND IN THE SOUTHEAST CORNER OF THE CONCRETE
 GE0313'FOUNDATION OF THE CANTILEVER SIGNAL.  A STANDARD MONEL-METAL
 GE0313'RIVET.
 GE0313
 GE0313                          STATION RECOVERY (1992)
 GE0313
 GE0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0313'A DRILL HOLE WAS FOUND WITH THE RIVET MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2105 ***********************************************************************
 DK2105  DESIGNATION -  RYE
 DK2105  PID         -  DK2105
 DK2105  STATE/COUNTY-  AR/CLEVELAND
 DK2105  USGS QUAD   -  WILMAR NORTH (1973)
 DK2105
 DK2105                         *CURRENT SURVEY CONTROL
 DK2105  ___________________________________________________________________
 DK2105* NAD 83(1997)-  33 44 31.76777(N)    091 59 20.67008(W)     ADJUSTED  
 DK2105* NAVD 88     -        66.85   (+/-2cm)     219.3    (feet)  VERTCON   
 DK2105  ___________________________________________________________________
 DK2105  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DK2105  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DK2105
 DK2105  HORZ ORDER  -  SECOND
 DK2105  VERT ORDER  -  THIRD ? (See Below)
 DK2105
 DK2105.The horizontal coordinates were established by classical geodetic methods
 DK2105.and adjusted by the National Geodetic Survey in September 1999..
 DK2105
 DK2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2105.The vertical order pertains to the NGVD 29 superseded value.
 DK2105
 DK2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2105
 DK2105.The geoid height was determined by GEOID03.
 DK2105
 DK2105;                    North         East     Units Scale Factor Converg.
 DK2105;SPC AR S     -   519,285.155   401,012.272   MT  0.99993140   +0 00 22.0
 DK2105;SPC AR S     - 1,703,688.05  1,315,654.43   sFT  0.99993140   +0 00 22.0
 DK2105;UTM  15      - 3,734,026.420   593,639.729   MT  0.99970809   +0 33 41.6
 DK2105
 DK2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2105!SPC AR S     -   0.99999356  x   0.99993140  =   0.99992496
 DK2105!UTM  15      -   0.99999356  x   0.99970809  =   0.99970165
 DK2105
 DK2105|---------------------------------------------------------------------|
 DK2105| PID    Reference Object                     Distance      Geod. Az  |
 DK2105|                                                           dddmmss.s |
 DK2105| CY6413 RYE RM 1                             27.872 METERS 18037     |
 DK2105| CY6414 RYE RM 2                             28.068 METERS 26428     |
 DK2105| CY6412 RYE AZ MK                                          3252401.5 |
 DK2105|---------------------------------------------------------------------|
 DK2105
 DK2105                          SUPERSEDED SURVEY CONTROL
 DK2105
 DK2105  NAD 83(1986)-  33 44 31.77771(N)    091 59 20.66417(W) AD(       ) 2
 DK2105  NAD 27      -  33 44 31.39777(N)    091 59 20.16737(W) AD(       ) 2
 DK2105  NGVD 29 (07/19/86)   66.94   (m)          219.6    (f) LEVELING    3  
 DK2105
 DK2105.Superseded values are not recommended for survey control.
 DK2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2105.See file dsdata.txt to determine how the superseded data were derived.
 DK2105
 DK2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9364034026(NAD 83)
 DK2105_MARKER: DS = TRIANGULATION STATION DISK
 DK2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK2105
 DK2105  HISTORY     - Date     Condition        Report By
 DK2105  HISTORY     - 1964     MONUMENTED       CGS
 DK2105  HISTORY     - 19690226 GOOD             USGS
 DK2105
 DK2105                          STATION DESCRIPTION
 DK2105
 DK2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DK2105'THE STATION IS LOCATED 0.6 MILE SOUTHEAST OF THE SMALL SETTLEMENT
 DK2105'OF RYE, ABOUT 10 MILES NORTH-NORTHEAST OF WARREN, IN THE
 DK2105'NORTHWEST 1/4 OF SEC. 24, T. 11 S., R. 9 W., AND ON THE PROPERTY
 DK2105'OF MR. JACK GROVES.  IT IS 184 FEET NORTH OF THE INTERSECTION
 DK2105'OF STATE HIGHWAY 35 AND A GRAVELED CROSSROAD, 112 FEET NORTHEAST
 DK2105'OF THE CENTERLINE OF STATE HIGHWAY 35, 91 FEET NORTH OF A
 DK2105'WITNESS POST, 76 FEET SOUTH-SOUTHEAST OF A 36 INCH OAK TREE,
 DK2105'28 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, AND 16 FEET
 DK2105'WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 DK2105'IS STAMPED RYE 1964.
 DK2105'
 DK2105'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 15 IN
 DK2105'THE SMALL SETTLEMENT OF RYE, GO SOUTHEAST ON STATE HIGHWAY
 DK2105'35 FOR 0.35 MILE TO A SIDE ROAD LEFT AND A CHURCH ON THE LEFT.*
 DK2105'CONTINUE SOUTHEAST ON STATE HIGHWAY 35 FOR 0.25 MILE TO A
 DK2105'CROSSROAD AND THE STATION ON THE LEFT.
 DK2105'
 DK2105'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON A
 DK2105'GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DK2105'
 DK2105'REFERENCE MARK 1 IS 96 FEET NORTH-NORTHWEST OF THE INTERSECTION
 DK2105'OF STATE HIGHWAY 35 AND A GRAVELED CROSSROAD, 44 FEET NORTHEAST
 DK2105'OF THE CENTERLINE OF STATE HIGHWAY 35, 30 FEET WEST OF THE
 DK2105'CENTERLINE OF THE GRAVELED ROAD, 1 FOOT NORTHEAST OF A WIRE
 DK2105'FENCE, AND 1 FOOT EAST OF THE WITNESS POST.  THE MONUMENT
 DK2105'PROJECTS 2 INCHES AND THE DISK IS STAMPED RYE NO 1 1964.
 DK2105'
 DK2105'REFERENCE MARK 2 IS 49 FEET SOUTHEAST OF A POWER POLE, 44
 DK2105'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 35, AND
 DK2105'1 FOOT NORTHEAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND
 DK2105'THE DISK IS STAMPED RYE NO 2 1964.
 DK2105'
 DK2105'THE AZIMUTH MARK IS 125 FEET EAST OF A FENCE CORNER, 27 FEET
 DK2105'NORTH OF A 16 INCH CEDAR TREE, 13 FEET NORTH OF THE CENTERLINE
 DK2105'OF A GRAVELED ROAD, 1 FOOT SOUTH OF A WIRE FENCE, AND 1 FOOT
 DK2105'SOUTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 1 INCH
 DK2105'AND THE DISK IS STAMPED RYE 1964.
 DK2105'
 DK2105'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK2105
 DK2105                          STATION RECOVERY (1969)
 DK2105
 DK2105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DK2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0468 ***********************************************************************
 GE0468  DESIGNATION -  S 1
 GE0468  PID         -  GE0468
 GE0468  STATE/COUNTY-  AR/SHARP
 GE0468  USGS QUAD   -  HARDY (1981)
 GE0468
 GE0468                         *CURRENT SURVEY CONTROL
 GE0468  ___________________________________________________________________
 GE0468* NAD 83(1986)-  36 16 42.     (N)    091 24 42.     (W)     SCALED    
 GE0468* NAVD 88     -       103.808  (meters)     340.58   (feet)  ADJUSTED  
 GE0468  ___________________________________________________________________
 GE0468  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE0468  DYNAMIC HT  -         103.721 (meters)     340.29  (feet)  COMP
 GE0468  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 GE0468
 GE0468  VERT ORDER  -  FIRST     CLASS II
 GE0468
 GE0468.The horizontal coordinates were scaled from a topographic map and have
 GE0468.an estimated accuracy of +/- 6 seconds.
 GE0468
 GE0468.The orthometric height was determined by differential leveling
 GE0468.and adjusted by the National Geodetic Survey in June 1991..
 GE0468
 GE0468.The geoid height was determined by GEOID03.
 GE0468
 GE0468.The dynamic height is computed by dividing the NAVD 88
 GE0468.geopotential number by the normal gravity value computed on the
 GE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0468.degrees latitude (g = 980.6199 gals.).
 GE0468
 GE0468.The modeled gravity was interpolated from observed gravity values.
 GE0468
 GE0468;                    North         East    Units  Estimated Accuracy
 GE0468;SPC AR N     -   215,950.      452,860.      MT  (+/- 180 meters Scaled)
 GE0468
 GE0468                          SUPERSEDED SURVEY CONTROL
 GE0468
 GE0468  NGVD 29 (??/??/92)  103.701  (m)          340.23   (f) ADJ UNCH    1 2
 GE0468
 GE0468.Superseded values are not recommended for survey control.
 GE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0468.See file dsdata.txt to determine how the superseded data were derived.
 GE0468
 GE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA426159(NAD 83)
 GE0468_MARKER: DB = BENCH MARK DISK
 GE0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0468_SP_SET: CULVERT
 GE0468_STAMPING: 340.226 S 1 1928
 GE0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0468
 GE0468  HISTORY     - Date     Condition        Report By
 GE0468  HISTORY     - 1928     MONUMENTED       CGS
 GE0468  HISTORY     - 1944     GOOD             NGS
 GE0468
 GE0468                          STATION DESCRIPTION
 GE0468
 GE0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0468'4.7 MI SE FROM HARDY.
 GE0468'4.7 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0468'FROM THE STATION AT HARDY, 660 FEET EAST OF THE BAKER SIGNPOST,
 GE0468'BETWEEN POLES 363/2 AND 363/3, 25.5 FEET SOUTHWEST OF THE
 GE0468'CENTERLINE OF THE MAIN TRACK, AT A CONCRETE CULVERT, IN THE TOP
 GE0468'OF THE SOUTHWEST HEADWALL AND 1.2 FEET EAST OF THE WEST END OF
 GE0468'THE HEADWALL.
 GE0468
 GE0468                          STATION RECOVERY (1944)
 GE0468
 GE0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0295 ***********************************************************************
 EJ0295  DESIGNATION -  S 10
 EJ0295  PID         -  EJ0295
 EJ0295  STATE/COUNTY-  AR/PULASKI
 EJ0295  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0295
 EJ0295                         *CURRENT SURVEY CONTROL
 EJ0295  ___________________________________________________________________
 EJ0295* NAD 83(1986)-  34 43 26.     (N)    092 18 09.     (W)     SCALED    
 EJ0295* NAVD 88     -        82.393  (meters)     270.32   (feet)  ADJUSTED  
 EJ0295  ___________________________________________________________________
 EJ0295  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EJ0295  DYNAMIC HT  -          82.317 (meters)     270.07  (feet)  COMP
 EJ0295  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 EJ0295
 EJ0295  VERT ORDER  -  FIRST     CLASS II
 EJ0295
 EJ0295.The horizontal coordinates were scaled from a topographic map and have
 EJ0295.an estimated accuracy of +/- 6 seconds.
 EJ0295
 EJ0295.The orthometric height was determined by differential leveling
 EJ0295.and adjusted by the National Geodetic Survey in June 1991..
 EJ0295
 EJ0295.The geoid height was determined by GEOID03.
 EJ0295
 EJ0295.The dynamic height is computed by dividing the NAVD 88
 EJ0295.geopotential number by the normal gravity value computed on the
 EJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0295.degrees latitude (g = 980.6199 gals.).
 EJ0295
 EJ0295.The modeled gravity was interpolated from observed gravity values.
 EJ0295
 EJ0295;                    North         East    Units  Estimated Accuracy
 EJ0295;SPC AR S     -   628,220.      372,290.      MT  (+/- 180 meters Scaled)
 EJ0295
 EJ0295                          SUPERSEDED SURVEY CONTROL
 EJ0295
 EJ0295  NGVD 29 (??/??/92)   82.444  (m)          270.49   (f) ADJ UNCH    1 2
 EJ0295
 EJ0295.Superseded values are not recommended for survey control.
 EJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0295.See file dsdata.txt to determine how the superseded data were derived.
 EJ0295
 EJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU638426(NAD 83)
 EJ0295_MARKER: DB = BENCH MARK DISK
 EJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0295_STAMPING: S 10 1932
 EJ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0295+STABILITY: SURFACE MOTION
 EJ0295
 EJ0295  HISTORY     - Date     Condition        Report By
 EJ0295  HISTORY     - 1932     MONUMENTED       CGS
 EJ0295  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0295  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0295  HISTORY     - 198504   MARK NOT FOUND   USGS
 EJ0295  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0295  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0295
 EJ0295                          STATION DESCRIPTION
 EJ0295
 EJ0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0295'IN LITTLE ROCK.
 EJ0295'AT LITTLE ROCK, PULASKI COUNTY, ON THE MISSOURI PACIFIC RAILROAD, ON
 EJ0295'WEST TWENTY-SIXTH STREET, 42 FEET NORTH OF THE EAST ENTRANCE TO THE
 EJ0295'COUNTY HOSPITAL, AND 35 FEET WEST OF THE CENTERLINE OF THE SOUTH-BOUND
 EJ0295'TRACK.  A STANDARD DISK, STAMPED S 10 1932 AND SET IN THE TOP OF A
 EJ0295'CONCRETE POST.  NOTE-- THE PULASKI COUNTY HOSPITAL HAS BEEN MOVED TO A
 EJ0295'NEW BUILDING FARTHER OUT ON THE HIGHWAY.  WHERE THE HOSPITAL WAS
 EJ0295'BEFORE IS NOW CALLED THE PULASKI COUNTY STOCKADE.  ALSO 26TH STREET
 EJ0295'HAS BEEN CLOSED TO TRAFFIC AND IS ONLY AN ENTRANCE AND IS USED FOR A
 EJ0295'PATH TO CUT TO THE HIGHWAY.
 EJ0295
 EJ0295                          STATION RECOVERY (1984)
 EJ0295
 EJ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0295'MARK NOT FOUND.
 EJ0295
 EJ0295                          STATION RECOVERY (1985)
 EJ0295
 EJ0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (FSS)
 EJ0295'MARK NOT FOUND.
 EJ0295
 EJ0295                          STATION RECOVERY (1989)
 EJ0295
 EJ0295'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLO)
 EJ0295'MARK NOT FOUND.
 EJ0295
 EJ0295                          STATION RECOVERY (1990)
 EJ0295
 EJ0295'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1126 ***********************************************************************
 FG1126  DESIGNATION -  S 100
 FG1126  PID         -  FG1126
 FG1126  STATE/COUNTY-  AR/CONWAY
 FG1126  USGS QUAD   -  ADONA (1989)
 FG1126
 FG1126                         *CURRENT SURVEY CONTROL
 FG1126  ___________________________________________________________________
 FG1126* NAD 83(1986)-  35 06 20.     (N)    092 57 14.     (W)     SCALED    
 FG1126* NAVD 88     -       217.752  (meters)     714.41   (feet)  ADJUSTED  
 FG1126  ___________________________________________________________________
 FG1126  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FG1126  DYNAMIC HT  -         217.540 (meters)     713.71  (feet)  COMP
 FG1126  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 FG1126
 FG1126  VERT ORDER  -  SECOND    CLASS 0
 FG1126
 FG1126.The horizontal coordinates were scaled from a topographic map and have
 FG1126.an estimated accuracy of +/- 6 seconds.
 FG1126
 FG1126.The orthometric height was determined by differential leveling
 FG1126.and adjusted by the National Geodetic Survey in June 1991..
 FG1126
 FG1126.The geoid height was determined by GEOID03.
 FG1126
 FG1126.The dynamic height is computed by dividing the NAVD 88
 FG1126.geopotential number by the normal gravity value computed on the
 FG1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1126.degrees latitude (g = 980.6199 gals.).
 FG1126
 FG1126.The modeled gravity was interpolated from observed gravity values.
 FG1126
 FG1126;                    North         East    Units  Estimated Accuracy
 FG1126;SPC AR N     -    86,090.      313,040.      MT  (+/- 180 meters Scaled)
 FG1126
 FG1126                          SUPERSEDED SURVEY CONTROL
 FG1126
 FG1126  NGVD 29 (??/??/92)  217.753  (m)          714.41   (f) ADJ UNCH    2 0
 FG1126
 FG1126.Superseded values are not recommended for survey control.
 FG1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1126.See file dsdata.txt to determine how the superseded data were derived.
 FG1126
 FG1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU042847(NAD 83)
 FG1126_MARKER: DB = BENCH MARK DISK
 FG1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1126_STAMPING: S 100 1935
 FG1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1126+STABILITY: SURFACE MOTION
 FG1126
 FG1126  HISTORY     - Date     Condition        Report By
 FG1126  HISTORY     - 1935     MONUMENTED       CGS
 FG1126  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1126
 FG1126                          STATION DESCRIPTION
 FG1126
 FG1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1126'9.3 MI N FROM CASA.
 FG1126'IN CONWAY, 9.3 MILES NORTH ALONG THE PETIT JEAN MOUNTAIN ROAD FROM THE
 FG1126'CHICAGO, ROCK ISLAND PACIFIC RAILWAY STATION AT CASA, PERRY COUNTY,
 FG1126'2.8 MILES SOUTHWEST OF CAMP PETIT JEAN, 1.8 MILES SOUTHWEST OF A STONE
 FG1126'WATER TOWER, 1.5 MILES WEST OF THE E.A. ROBERTSON STONE HOUSE, 79 FEET
 FG1126'SOUTH OF AN OAK TREE NEAR THE CENTER OF THE INTERSECTION OF THE ROADS,
 FG1126'48 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTH TO
 FG1126'CASA, 37 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND AT
 FG1126'THE SOUTH EDGE AT CEDAR CREEK. A STANDARD DISK, STAMPED S 100 1935 AND
 FG1126'SET IN THE TOP OF A CONCRETE POST. NOTE-- NOT RECOVERED. NEW HIGHWAY
 FG1126'CONSTRUCTION IN THE VICINITY OF THE MARK HAS PROBABLY DESTROYED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1117 ***********************************************************************
 FG1117  DESIGNATION -  S 101
 FG1117  PID         -  FG1117
 FG1117  STATE/COUNTY-  AR/POPE
 FG1117  USGS QUAD   -  HOLLA BEND (1993)
 FG1117
 FG1117                         *CURRENT SURVEY CONTROL
 FG1117  ___________________________________________________________________
 FG1117* NAD 83(1986)-  35 09 51.     (N)    093 01 38.     (W)     SCALED    
 FG1117* NAVD 88     -        95.744  (meters)     314.12   (feet)  ADJUSTED  
 FG1117  ___________________________________________________________________
 FG1117  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FG1117  DYNAMIC HT  -          95.653 (meters)     313.82  (feet)  COMP
 FG1117  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 FG1117
 FG1117  VERT ORDER  -  SECOND    CLASS 0
 FG1117
 FG1117.The horizontal coordinates were scaled from a topographic map and have
 FG1117.an estimated accuracy of +/- 6 seconds.
 FG1117
 FG1117.The orthometric height was determined by differential leveling
 FG1117.and adjusted by the National Geodetic Survey in June 1991..
 FG1117
 FG1117.The geoid height was determined by GEOID03.
 FG1117
 FG1117.The dynamic height is computed by dividing the NAVD 88
 FG1117.geopotential number by the normal gravity value computed on the
 FG1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1117.degrees latitude (g = 980.6199 gals.).
 FG1117
 FG1117.The modeled gravity was interpolated from observed gravity values.
 FG1117
 FG1117;                    North         East    Units  Estimated Accuracy
 FG1117;SPC AR N     -    92,660.      306,420.      MT  (+/- 180 meters Scaled)
 FG1117
 FG1117                          SUPERSEDED SURVEY CONTROL
 FG1117
 FG1117  NGVD 29 (??/??/92)   95.751  (m)          314.14   (f) ADJ UNCH    2 0
 FG1117
 FG1117.Superseded values are not recommended for survey control.
 FG1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1117.See file dsdata.txt to determine how the superseded data were derived.
 FG1117
 FG1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU975912(NAD 83)
 FG1117_MARKER: DB = BENCH MARK DISK
 FG1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1117_STAMPING: S 101 1935
 FG1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1117+STABILITY: SURFACE MOTION
 FG1117
 FG1117  HISTORY     - Date     Condition        Report By
 FG1117  HISTORY     - 1935     MONUMENTED       CGS
 FG1117
 FG1117                          STATION DESCRIPTION
 FG1117
 FG1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1117'9.2 MI SW FROM ATKINS.
 FG1117'9.2 MILES SOUTHWEST ALONG THE COUNTY ROAD TO REID FERRY FROM THE
 FG1117'MISSOURI PACIFIC RAILROAD STATION AT ATKINS, AT THE NORTH LANDING OF
 FG1117'REID FERRY, 0.3 MILE EAST OF THE FERRYMANS HOUSE, 50 FEET NORTH OF THE
 FG1117'NORTH TOP EDGE OF THE ARKANSAS RIVER BANK, 15 FEET NORTH OF THE
 FG1117'CENTERLINE OF THE ROAD, 4.8 FEET NORTHEAST OF THE NORTH END OF A
 FG1117'CONCRETE CULVERT, AND 3.5 FEET WEST OF A 30-INCH PECAN TREE.  A
 FG1117'STANDARD DISK, STAMPED S 101 1935 AND SET IN THE TOP OF A CONCRETE
 FG1117'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0978 ***********************************************************************
 EJ0978  DESIGNATION -  S 102
 EJ0978  PID         -  EJ0978
 EJ0978  STATE/COUNTY-  AR/YELL
 EJ0978  USGS QUAD   -  ONYX (1968)
 EJ0978
 EJ0978                         *CURRENT SURVEY CONTROL
 EJ0978  ___________________________________________________________________
 EJ0978* NAD 83(1986)-  34 51 42.     (N)    093 22 31.     (W)     SCALED    
 EJ0978* NAVD 88     -       207.786  (meters)     681.71   (feet)  ADJUSTED  
 EJ0978  ___________________________________________________________________
 EJ0978  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EJ0978  DYNAMIC HT  -         207.578 (meters)     681.03  (feet)  COMP
 EJ0978  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 EJ0978
 EJ0978  VERT ORDER  -  SECOND    CLASS 0
 EJ0978
 EJ0978.The horizontal coordinates were scaled from a topographic map and have
 EJ0978.an estimated accuracy of +/- 6 seconds.
 EJ0978
 EJ0978.The orthometric height was determined by differential leveling
 EJ0978.and adjusted by the National Geodetic Survey in June 1991..
 EJ0978
 EJ0978.The geoid height was determined by GEOID03.
 EJ0978
 EJ0978.The dynamic height is computed by dividing the NAVD 88
 EJ0978.geopotential number by the normal gravity value computed on the
 EJ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0978.degrees latitude (g = 980.6199 gals.).
 EJ0978
 EJ0978.The modeled gravity was interpolated from observed gravity values.
 EJ0978
 EJ0978;                    North         East    Units  Estimated Accuracy
 EJ0978;SPC AR N     -    59,490.      274,250.      MT  (+/- 180 meters Scaled)
 EJ0978
 EJ0978                          SUPERSEDED SURVEY CONTROL
 EJ0978
 EJ0978  NGVD 29 (??/??/92)  207.738  (m)          681.55   (f) ADJ UNCH    2 0
 EJ0978
 EJ0978.Superseded values are not recommended for survey control.
 EJ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0978.See file dsdata.txt to determine how the superseded data were derived.
 EJ0978
 EJ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU656577(NAD 83)
 EJ0978_MARKER: DB = BENCH MARK DISK
 EJ0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0978_STAMPING: S 102 1935
 EJ0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0978+STABILITY: SURFACE MOTION
 EJ0978
 EJ0978  HISTORY     - Date     Condition        Report By
 EJ0978  HISTORY     - 1935     MONUMENTED       CGS
 EJ0978  HISTORY     - 1965     GOOD             NGS
 EJ0978
 EJ0978                          STATION DESCRIPTION
 EJ0978
 EJ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0978'2.2 MI E FROM ONYX.
 EJ0978'2.2 MILES EAST ALONG THE HOLLIS ROAD FROM THE PUBLIC SCHOOL AT ONYX,
 EJ0978'YELL COUNTY, AT THE EAST END OF THE ROAD CUT ALONG THE SOUTH SLOPE OF
 EJ0978'A HILL, 27 FEET EAST OF THE SOUTH END OF A STONE CULVERT, 23.9 FEET
 EJ0978'SOUTH OF THE CENTER LINE OF THE ROAD, 17.8 FEET EAST OF THE NORTHWEST
 EJ0978'CORNER OF A FIELD FENCE, AND 1.1 FEET NORTH OF THE FENCE.  A STANDARD
 EJ0978'DISK, STAMPED S 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1051 ***********************************************************************
 EJ1051  DESIGNATION -  S 104
 EJ1051  PID         -  EJ1051
 EJ1051  STATE/COUNTY-  AR/GARLAND
 EJ1051  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1051
 EJ1051                         *CURRENT SURVEY CONTROL
 EJ1051  ___________________________________________________________________
 EJ1051* NAD 83(1986)-  34 32 04.     (N)    093 02 04.     (W)     SCALED    
 EJ1051* NAVD 88     -       190.849  (meters)     626.14   (feet)  ADJUSTED  
 EJ1051  ___________________________________________________________________
 EJ1051  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EJ1051  DYNAMIC HT  -         190.662 (meters)     625.53  (feet)  COMP
 EJ1051  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 EJ1051
 EJ1051  VERT ORDER  -  SECOND    CLASS 0
 EJ1051
 EJ1051.The horizontal coordinates were scaled from a topographic map and have
 EJ1051.an estimated accuracy of +/- 6 seconds.
 EJ1051
 EJ1051.The orthometric height was determined by differential leveling
 EJ1051.and adjusted by the National Geodetic Survey in June 1991..
 EJ1051
 EJ1051.The geoid height was determined by GEOID03.
 EJ1051
 EJ1051.The dynamic height is computed by dividing the NAVD 88
 EJ1051.geopotential number by the normal gravity value computed on the
 EJ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1051.degrees latitude (g = 980.6199 gals.).
 EJ1051
 EJ1051.The modeled gravity was interpolated from observed gravity values.
 EJ1051
 EJ1051;                    North         East    Units  Estimated Accuracy
 EJ1051;SPC AR S     -   607,640.      305,040.      MT  (+/- 180 meters Scaled)
 EJ1051
 EJ1051                          SUPERSEDED SURVEY CONTROL
 EJ1051
 EJ1051  NGVD 29 (??/??/92)  190.843  (m)          626.12   (f) ADJ UNCH    2 0
 EJ1051
 EJ1051.Superseded values are not recommended for survey control.
 EJ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1051.See file dsdata.txt to determine how the superseded data were derived.
 EJ1051
 EJ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU968214(NAD 83)
 EJ1051_MARKER: DB = BENCH MARK DISK
 EJ1051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1051_SP_SET: CULVERT
 EJ1051_STAMPING: S 104 1935
 EJ1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1051
 EJ1051  HISTORY     - Date     Condition        Report By
 EJ1051  HISTORY     - 1935     MONUMENTED       CGS
 EJ1051
 EJ1051                          STATION DESCRIPTION
 EJ1051
 EJ1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1051'2.2 MI NE FROM HOT SPRINGS.
 EJ1051'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE HOKE SMITH MONUMENT
 EJ1051'AT HOT SPRINGS, GARLAND COUNTY, AT THE ESTATE OF MAJOR J.C. WOODLAWN,
 EJ1051'77.4 FEET SOUTH OF THE WEST ENTRANCE, 12 FEET NORTH OF POLE E 2008, AT
 EJ1051'A 9- BY 4-FOOT BOX CULVERT, IN THE TOP OF THE SOUTHEAST HEAD WALL,
 EJ1051'17.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT
 EJ1051'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL.  A STANDARD DISK,
 EJ1051'STAMPED S 104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0634 ***********************************************************************
 FG0634  DESIGNATION -  S 106
 FG0634  PID         -  FG0634
 FG0634  STATE/COUNTY-  AR/VAN BUREN
 FG0634  USGS QUAD   -  BOTKINBURG (1965)
 FG0634
 FG0634                         *CURRENT SURVEY CONTROL
 FG0634  ___________________________________________________________________
 FG0634* NAD 83(1986)-  35 40 34.     (N)    092 36 52.     (W)     SCALED    
 FG0634* NAVD 88     -       440.960  (meters)    1446.72   (feet)  ADJUSTED  
 FG0634  ___________________________________________________________________
 FG0634  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0634  DYNAMIC HT  -         440.541 (meters)    1445.34  (feet)  COMP
 FG0634  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 FG0634
 FG0634  VERT ORDER  -  SECOND    CLASS 0
 FG0634
 FG0634.The horizontal coordinates were scaled from a topographic map and have
 FG0634.an estimated accuracy of +/- 6 seconds.
 FG0634
 FG0634.The orthometric height was determined by differential leveling
 FG0634.and adjusted by the National Geodetic Survey in June 1991..
 FG0634
 FG0634.The geoid height was determined by GEOID03.
 FG0634
 FG0634.The dynamic height is computed by dividing the NAVD 88
 FG0634.geopotential number by the normal gravity value computed on the
 FG0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0634.degrees latitude (g = 980.6199 gals.).
 FG0634
 FG0634.The modeled gravity was interpolated from observed gravity values.
 FG0634
 FG0634;                    North         East    Units  Estimated Accuracy
 FG0634;SPC AR N     -   149,140.      344,380.      MT  (+/- 180 meters Scaled)
 FG0634
 FG0634                          SUPERSEDED SURVEY CONTROL
 FG0634
 FG0634  NGVD 29 (??/??/92)  440.862  (m)         1446.39   (f) ADJ UNCH    2 0
 FG0634
 FG0634.Superseded values are not recommended for survey control.
 FG0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0634.See file dsdata.txt to determine how the superseded data were derived.
 FG0634
 FG0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV348480(NAD 83)
 FG0634_MARKER: DB = BENCH MARK DISK
 FG0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0634_STAMPING: S 106 1935
 FG0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0634+STABILITY: SURFACE MOTION
 FG0634
 FG0634  HISTORY     - Date     Condition        Report By
 FG0634  HISTORY     - 1935     MONUMENTED       CGS
 FG0634  HISTORY     - 1939     GOOD             NGS
 FG0634
 FG0634                          STATION DESCRIPTION
 FG0634
 FG0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0634'1.1 MI NE FROM COPELAND.
 FG0634'1.1 MILES NORTHEAST ALONG THE DENNARD ROAD FROM THE JUNCTION OF STATE
 FG0634'HIGHWAY 16 AT COPELAND, VAN BUREN COUNTY, ON THE VIRGIL ARNHART
 FG0634'PROPERTY, 70 FEET WEST OF THE WEST SIDE OF THE FARMHOUSE, 36 FEET EAST
 FG0634'OF THE CENTERLINE OF THE ROAD, 80 FEET NORTH OF A SOUTHWEST YARD
 FG0634'CORNER, 11 1/2 FEET SOUTH OF A GATE, AND 1 FOOT EAST OF A FENCE.  A
 FG0634'STANDARD DISK, STAMPED S 106 1935 AND SET IN THE TOP OF A CONCRETE
 FG0634'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2405 ***********************************************************************
 EH2405  DESIGNATION -  S 107
 EH2405  PID         -  EH2405
 EH2405  STATE/COUNTY-  AR/LONOKE
 EH2405  USGS QUAD   -  LONOKE (1982)
 EH2405
 EH2405                         *CURRENT SURVEY CONTROL
 EH2405  ___________________________________________________________________
 EH2405* NAD 83(1986)-  34 47 56.     (N)    091 59 39.     (W)     SCALED    
 EH2405* NAVD 88     -        77.472  (meters)     254.17   (feet)  ADJUSTED  
 EH2405  ___________________________________________________________________
 EH2405  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH2405  DYNAMIC HT  -          77.400 (meters)     253.94  (feet)  COMP
 EH2405  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 EH2405
 EH2405  VERT ORDER  -  FIRST     CLASS II
 EH2405
 EH2405.The horizontal coordinates were scaled from a topographic map and have
 EH2405.an estimated accuracy of +/- 6 seconds.
 EH2405
 EH2405.The orthometric height was determined by differential leveling
 EH2405.and adjusted by the National Geodetic Survey in June 1991..
 EH2405
 EH2405.The geoid height was determined by GEOID03.
 EH2405
 EH2405.The dynamic height is computed by dividing the NAVD 88
 EH2405.geopotential number by the normal gravity value computed on the
 EH2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2405.degrees latitude (g = 980.6199 gals.).
 EH2405
 EH2405.The modeled gravity was interpolated from observed gravity values.
 EH2405
 EH2405;                    North         East    Units  Estimated Accuracy
 EH2405;SPC AR S     -   636,500.      400,530.      MT  (+/- 180 meters Scaled)
 EH2405
 EH2405                          SUPERSEDED SURVEY CONTROL
 EH2405
 EH2405  NGVD 29 (??/??/??)   77.494  (m)          254.24   (f) ADJUSTED    1 2
 EH2405
 EH2405.Superseded values are not recommended for survey control.
 EH2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2405.See file dsdata.txt to determine how the superseded data were derived.
 EH2405
 EH2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU920512(NAD 83)
 EH2405_MARKER: DB = BENCH MARK DISK
 EH2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2405_STAMPING: S 107 1954
 EH2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2405+STABILITY: SURFACE MOTION
 EH2405
 EH2405  HISTORY     - Date     Condition        Report By
 EH2405  HISTORY     - 1954     MONUMENTED       CGS
 EH2405  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2405
 EH2405                          STATION DESCRIPTION
 EH2405
 EH2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2405'1.1 MI N FROM METO.
 EH2405'1.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STATION SIGN AT
 EH2405'METO, 59.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A VACANT CHURCH,
 EH2405'27 FEET WEST OF THE CENTER LINE OF THE ROAD, 5.8 FEET WEST OF A POWER
 EH2405'POLE, 2.5 FEET NORTH OF A WITNESS POST, 139 FEET SOUTHWEST OF BENCH
 EH2405'MARK T.B.M. 63 (ARK. GEOD. S.), SET IN THE TOP OF A CONCRETE POST
 EH2405'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 EH2405'NOTE-- CONSTRUCTION IN AREA.
 EH2405
 EH2405                          STATION RECOVERY (1976)
 EH2405
 EH2405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2177 ***********************************************************************
 EH2177  DESIGNATION -  S 108
 EH2177  PID         -  EH2177
 EH2177  STATE/COUNTY-  AR/PRAIRIE
 EH2177  USGS QUAD   -  CARLISLE (1994)
 EH2177
 EH2177                         *CURRENT SURVEY CONTROL
 EH2177  ___________________________________________________________________
 EH2177* NAD 83(1986)-  34 46 53.     (N)    091 41 51.     (W)     SCALED    
 EH2177* NAVD 88     -        72.693  (meters)     238.49   (feet)  ADJUSTED  
 EH2177  ___________________________________________________________________
 EH2177  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2177  DYNAMIC HT  -          72.625 (meters)     238.27  (feet)  COMP
 EH2177  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 EH2177
 EH2177  VERT ORDER  -  FIRST     CLASS II
 EH2177
 EH2177.The horizontal coordinates were scaled from a topographic map and have
 EH2177.an estimated accuracy of +/- 6 seconds.
 EH2177
 EH2177.The orthometric height was determined by differential leveling
 EH2177.and adjusted by the National Geodetic Survey in June 1991..
 EH2177
 EH2177.The geoid height was determined by GEOID03.
 EH2177
 EH2177.The dynamic height is computed by dividing the NAVD 88
 EH2177.geopotential number by the normal gravity value computed on the
 EH2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2177.degrees latitude (g = 980.6199 gals.).
 EH2177
 EH2177.The modeled gravity was interpolated from observed gravity values.
 EH2177
 EH2177;                    North         East    Units  Estimated Accuracy
 EH2177;SPC AR S     -   634,600.      427,690.      MT  (+/- 180 meters Scaled)
 EH2177
 EH2177                          SUPERSEDED SURVEY CONTROL
 EH2177
 EH2177  NGVD 29 (??/??/??)   72.704  (m)          238.53   (f) ADJUSTED    1 2
 EH2177
 EH2177.Superseded values are not recommended for survey control.
 EH2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2177.See file dsdata.txt to determine how the superseded data were derived.
 EH2177
 EH2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU191495(NAD 83)
 EH2177_MARKER: DB = BENCH MARK DISK
 EH2177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2177_SP_SET: CULVERT
 EH2177_STAMPING: S 108 1954
 EH2177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2177+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2177
 EH2177  HISTORY     - Date     Condition        Report By
 EH2177  HISTORY     - 1954     MONUMENTED       CGS
 EH2177  HISTORY     - 1967     GOOD             CGS
 EH2177  HISTORY     - 20030609 GOOD             USACE
 EH2177
 EH2177                          STATION DESCRIPTION
 EH2177
 EH2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2177'2.75 MI E FROM CARLISLE.
 EH2177'IT IS 2.75 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2177'RAILROAD FROM THE STATION IN CARLISLE, AT THE LONOKE-PRAIRIE COUNTY
 EH2177'LINE, 103 FEET SOUTH OF THE SOUTH RAIL, 44 FEET NORTH OF THE CENTER OF
 EH2177'U.S. HIGHWAY 70, 18 FEET EAST OF THE CENTER OF A ROAD LEADING NORTH, 1
 EH2177'FOOT EAST OF A METAL WITNESS POST AND CEMENTED IN A DRILL HOLE IN THE
 EH2177'TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER
 EH2177'THE HIGHWAY.
 EH2177
 EH2177                          STATION RECOVERY (2003)
 EH2177
 EH2177'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2177'STAMPING DIFFICULT TO READ, HAS BEEN SCRAPPED BY MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1999 ***********************************************************************
 EH1999  DESIGNATION -  S 109
 EH1999  PID         -  EH1999
 EH1999  STATE/COUNTY-  AR/PRAIRIE
 EH1999  USGS QUAD   -  HAZEN (1994)
 EH1999
 EH1999                         *CURRENT SURVEY CONTROL
 EH1999  ___________________________________________________________________
 EH1999* NAD 83(1986)-  34 50 09.     (N)    091 33 56.     (W)     SCALED    
 EH1999* NAVD 88     -        67.126  (meters)     220.23   (feet)  ADJUSTED  
 EH1999  ___________________________________________________________________
 EH1999  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1999  DYNAMIC HT  -          67.063 (meters)     220.02  (feet)  COMP
 EH1999  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 EH1999
 EH1999  VERT ORDER  -  FIRST     CLASS II
 EH1999
 EH1999.The horizontal coordinates were scaled from a topographic map and have
 EH1999.an estimated accuracy of +/- 6 seconds.
 EH1999
 EH1999.The orthometric height was determined by differential leveling
 EH1999.and adjusted by the National Geodetic Survey in June 1991..
 EH1999
 EH1999.The geoid height was determined by GEOID03.
 EH1999
 EH1999.The dynamic height is computed by dividing the NAVD 88
 EH1999.geopotential number by the normal gravity value computed on the
 EH1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1999.degrees latitude (g = 980.6199 gals.).
 EH1999
 EH1999.The modeled gravity was interpolated from observed gravity values.
 EH1999
 EH1999;                    North         East    Units  Estimated Accuracy
 EH1999;SPC AR S     -   640,680.      439,740.      MT  (+/- 180 meters Scaled)
 EH1999
 EH1999                          SUPERSEDED SURVEY CONTROL
 EH1999
 EH1999  NGVD 29 (??/??/??)   67.130  (m)          220.24   (f) ADJUSTED    1 2
 EH1999
 EH1999.Superseded values are not recommended for survey control.
 EH1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1999.See file dsdata.txt to determine how the superseded data were derived.
 EH1999
 EH1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311557(NAD 83)
 EH1999_MARKER: DB = BENCH MARK DISK
 EH1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1999_STAMPING: S 109 1954
 EH1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1999+STABILITY: SURFACE MOTION
 EH1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1999+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH1999
 EH1999  HISTORY     - Date     Condition        Report By
 EH1999  HISTORY     - 1954     MONUMENTED       CGS
 EH1999  HISTORY     - 20030610 GOOD             USACE
 EH1999
 EH1999                          STATION DESCRIPTION
 EH1999
 EH1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1999'4.55 MI N FROM HAZEN.
 EH1999'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1999'THE STATION AT HAZEN, THENCE 3.85 MILES NORTH ALONG STATE HIGHWAY 11,
 EH1999'0.25 MILE NORTH OF A FARMHOUSE, 84 FEET SOUTH OF A POWER POLE, IN LINE
 EH1999'WITH A ROW OF POWER POLES, 51.4 FEET EAST OF THE CENTER LINE OF THE
 EH1999'HIGHWAY, 4 FEET WEST OF A FENCE, 2.7 FEET NORTH OF A WITNESS POST, SET
 EH1999'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 EH1999'GROUND.
 EH1999
 EH1999                          STATION RECOVERY (2003)
 EH1999
 EH1999'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0022 ***********************************************************************
 DL0022  DESIGNATION -  S 11
 DL0022  PID         -  DL0022
 DL0022  STATE/COUNTY-  AR/DALLAS
 DL0022  USGS QUAD   -  FORDYCE (1985)
 DL0022
 DL0022                         *CURRENT SURVEY CONTROL
 DL0022  ___________________________________________________________________
 DL0022* NAD 83(1986)-  33 48 44.     (N)    092 24 32.     (W)     SCALED    
 DL0022* NAVD 88     -        81.235  (meters)     266.52   (feet)  ADJUSTED  
 DL0022  ___________________________________________________________________
 DL0022  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0022  DYNAMIC HT  -          81.152 (meters)     266.25  (feet)  COMP
 DL0022  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 DL0022
 DL0022  VERT ORDER  -  SECOND    CLASS 0
 DL0022
 DL0022.The horizontal coordinates were scaled from a topographic map and have
 DL0022.an estimated accuracy of +/- 6 seconds.
 DL0022
 DL0022.The orthometric height was determined by differential leveling
 DL0022.and adjusted by the National Geodetic Survey in June 1991..
 DL0022
 DL0022.The geoid height was determined by GEOID03.
 DL0022
 DL0022.The dynamic height is computed by dividing the NAVD 88
 DL0022.geopotential number by the normal gravity value computed on the
 DL0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0022.degrees latitude (g = 980.6199 gals.).
 DL0022
 DL0022.The modeled gravity was interpolated from observed gravity values.
 DL0022
 DL0022;                    North         East    Units  Estimated Accuracy
 DL0022;SPC AR S     -   527,130.      362,150.      MT  (+/- 180 meters Scaled)
 DL0022
 DL0022                          SUPERSEDED SURVEY CONTROL
 DL0022
 DL0022  NGVD 29 (??/??/92)   81.286  (m)          266.69   (f) ADJ UNCH    2 0
 DL0022
 DL0022.Superseded values are not recommended for survey control.
 DL0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0022.See file dsdata.txt to determine how the superseded data were derived.
 DL0022
 DL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT547414(NAD 83)
 DL0022_MARKER: DB = BENCH MARK DISK
 DL0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0022_STAMPING: 266.804 S 11 1932
 DL0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0022+STABILITY: SURFACE MOTION
 DL0022
 DL0022  HISTORY     - Date     Condition        Report By
 DL0022  HISTORY     - 1932     MONUMENTED       CGS
 DL0022  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0022  HISTORY     - 20060413 MARK NOT FOUND   ARHD
 DL0022
 DL0022                          STATION DESCRIPTION
 DL0022
 DL0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0022'IN FORDYCE.
 DL0022'AT FORDYCE, DALLAS COUNTY, AT THE NORTHEAST CORNER OF THE CROSSING OF
 DL0022'THE ST. LOUIS SOUTHWESTERN RAILWAY AND THE CHICAGO, ROCK ISLAND AND
 DL0022'PACIFIC RAILWAY, ABOUT 0.2 MILE SOUTH OF THE C.R.I. AND P.RY. STATION,
 DL0022'61.2 FEET NORTH OF THE NORTHEAST CORNER OF A SIGNAL TOWER, 57.4 FEET
 DL0022'NORTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE TRACKS, 44.9
 DL0022'FEET NORTH OF THE CENTER LINE OF THE ST.L.SWN. RY. TRACK, 33.1 FEET
 DL0022'EAST OF THE CENTER LINE OF THE C.R.I. AND P.RY. TRACK, AND 5 FEET
 DL0022'SOUTH OF A POLE.  A STANDARD DISK, STAMPED 266.804 S 11 1932 AND SET
 DL0022'IN THE TOP OF A CONCRETE POST.
 DL0022
 DL0022                          STATION RECOVERY (1966)
 DL0022
 DL0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DL0022'MARK NOT FOUND.
 DL0022
 DL0022                          STATION RECOVERY (2006)
 DL0022
 DL0022'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MSK)
 DL0022'MARK NOT FOUND. RAILROAD HAD BEEN REMOVED NEARBY. EARTHWORK HAD BEEN
 DL0022'DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1918 ***********************************************************************
 EH1918  DESIGNATION -  S 110
 EH1918  PID         -  EH1918
 EH1918  STATE/COUNTY-  AR/PRAIRIE
 EH1918  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1918
 EH1918                         *CURRENT SURVEY CONTROL
 EH1918  ___________________________________________________________________
 EH1918* NAD 83(1986)-  34 59 44.     (N)    091 39 16.     (W)     SCALED    
 EH1918* NAVD 88     -        62.148  (meters)     203.90   (feet)  ADJUSTED  
 EH1918  ___________________________________________________________________
 EH1918  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1918  DYNAMIC HT  -          62.091 (meters)     203.71  (feet)  COMP
 EH1918  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 EH1918
 EH1918  VERT ORDER  -  FIRST     CLASS II
 EH1918
 EH1918.The horizontal coordinates were scaled from a topographic map and have
 EH1918.an estimated accuracy of +/- 6 seconds.
 EH1918
 EH1918.The orthometric height was determined by differential leveling
 EH1918.and adjusted by the National Geodetic Survey in June 1991..
 EH1918
 EH1918.The geoid height was determined by GEOID03.
 EH1918
 EH1918.The dynamic height is computed by dividing the NAVD 88
 EH1918.geopotential number by the normal gravity value computed on the
 EH1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1918.degrees latitude (g = 980.6199 gals.).
 EH1918
 EH1918.The modeled gravity was interpolated from observed gravity values.
 EH1918
 EH1918;                    North         East    Units  Estimated Accuracy
 EH1918;SPC AR S     -   658,370.      431,550.      MT  (+/- 180 meters Scaled)
 EH1918
 EH1918                          SUPERSEDED SURVEY CONTROL
 EH1918
 EH1918  NGVD 29 (??/??/??)   62.149  (m)          203.90   (f) ADJUSTED    1 2
 EH1918
 EH1918.Superseded values are not recommended for survey control.
 EH1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1918.See file dsdata.txt to determine how the superseded data were derived.
 EH1918
 EH1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU227733(NAD 83)
 EH1918_MARKER: DB = BENCH MARK DISK
 EH1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1918_STAMPING: S 110 1954
 EH1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1918+STABILITY: SURFACE MOTION
 EH1918
 EH1918  HISTORY     - Date     Condition        Report By
 EH1918  HISTORY     - 1954     MONUMENTED       CGS
 EH1918  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1918
 EH1918                          STATION DESCRIPTION
 EH1918
 EH1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1918'4.8 MI E FROM HICKORY PLAINS.
 EH1918'4.8 MILES EAST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH STATE
 EH1918'HIGHWAY 13 AT HICKORY PLAINS, 258 FEET WEST OF THE CENTER LINE OF A
 EH1918'GRAVELED ROAD LEADING SOUTH, 134.4 FEET NORTHWEST OF THE NORTHWEST
 EH1918'CORNER OF A FARMHOUSE, 65 FEET EAST OF A POWER POLE, 37 FEET SOUTH OF
 EH1918'THE CENTER LINE OF THE HIGHWAY, 8.7 FEET EAST OF A FENCE CORNER, 3
 EH1918'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1918'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1918
 EH1918                          STATION RECOVERY (2003)
 EH1918
 EH1918'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1964 ***********************************************************************
 EH1964  DESIGNATION -  S 111
 EH1964  PID         -  EH1964
 EH1964  STATE/COUNTY-  AR/LONOKE
 EH1964  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1964
 EH1964                         *CURRENT SURVEY CONTROL
 EH1964  ___________________________________________________________________
 EH1964* NAD 83(1986)-  34 51 46.     (N)    091 45 57.     (W)     SCALED    
 EH1964* NAVD 88     -        71.203  (meters)     233.61   (feet)  ADJUSTED  
 EH1964  ___________________________________________________________________
 EH1964  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1964  DYNAMIC HT  -          71.136 (meters)     233.39  (feet)  COMP
 EH1964  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 EH1964
 EH1964  VERT ORDER  -  FIRST     CLASS II
 EH1964
 EH1964.The horizontal coordinates were scaled from a topographic map and have
 EH1964.an estimated accuracy of +/- 6 seconds.
 EH1964
 EH1964.The orthometric height was determined by differential leveling
 EH1964.and adjusted by the National Geodetic Survey in June 1991..
 EH1964
 EH1964.The geoid height was determined by GEOID03.
 EH1964
 EH1964.The dynamic height is computed by dividing the NAVD 88
 EH1964.geopotential number by the normal gravity value computed on the
 EH1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1964.degrees latitude (g = 980.6199 gals.).
 EH1964
 EH1964.The modeled gravity was interpolated from observed gravity values.
 EH1964
 EH1964;                    North         East    Units  Estimated Accuracy
 EH1964;SPC AR S     -   643,610.      421,410.      MT  (+/- 180 meters Scaled)
 EH1964
 EH1964                          SUPERSEDED SURVEY CONTROL
 EH1964
 EH1964  NGVD 29 (??/??/??)   71.211  (m)          233.63   (f) ADJUSTED    1 2
 EH1964
 EH1964.Superseded values are not recommended for survey control.
 EH1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1964.See file dsdata.txt to determine how the superseded data were derived.
 EH1964
 EH1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU128585(NAD 83)
 EH1964_MARKER: DB = BENCH MARK DISK
 EH1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1964_STAMPING: S 111 1955
 EH1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1964+STABILITY: SURFACE MOTION
 EH1964
 EH1964  HISTORY     - Date     Condition        Report By
 EH1964  HISTORY     - 1955     MONUMENTED       CGS
 EH1964  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH1964
 EH1964                          STATION DESCRIPTION
 EH1964
 EH1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1964'6.7 MI N FROM CARLISLE.
 EH1964'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1964'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 0.45 MILE WEST ALONG
 EH1964'STATE HIGHWAY 13, THENCE 0.45 MILE WEST ALONG A GRADED DIRT ROAD, 62
 EH1964'FEET EAST OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTH, 41
 EH1964'FEET NORTH OF THE NORTHWEST CORNER OF A FARMHOUSE, 46 FEET SOUTH OF
 EH1964'THE CENTER LINE OF AN EAST AND WEST ROAD, 16 FEET EAST OF A 30 INCH
 EH1964'OAK TREE, 2.3 FEET NORTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST,
 EH1964'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 EH1964'GROUND.
 EH1964
 EH1964                          STATION RECOVERY (2003)
 EH1964
 EH1964'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1627 ***********************************************************************
 EH1627  DESIGNATION -  S 112
 EH1627  PID         -  EH1627
 EH1627  STATE/COUNTY-  AR/ARKANSAS
 EH1627  USGS QUAD   -  LODGE CORNER (1968)
 EH1627
 EH1627                         *CURRENT SURVEY CONTROL
 EH1627  ___________________________________________________________________
 EH1627* NAD 83(1986)-  34 15 26.     (N)    091 31 44.     (W)     SCALED    
 EH1627* NAVD 88     -        58.549  (meters)     192.09   (feet)  ADJUSTED  
 EH1627  ___________________________________________________________________
 EH1627  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH1627  DYNAMIC HT  -          58.492 (meters)     191.90  (feet)  COMP
 EH1627  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 EH1627
 EH1627  VERT ORDER  -  FIRST     CLASS II
 EH1627
 EH1627.The horizontal coordinates were scaled from a topographic map and have
 EH1627.an estimated accuracy of +/- 6 seconds.
 EH1627
 EH1627.The orthometric height was determined by differential leveling
 EH1627.and adjusted by the National Geodetic Survey in August 1993..
 EH1627
 EH1627.The geoid height was determined by GEOID03.
 EH1627
 EH1627.The dynamic height is computed by dividing the NAVD 88
 EH1627.geopotential number by the normal gravity value computed on the
 EH1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1627.degrees latitude (g = 980.6199 gals.).
 EH1627
 EH1627.The modeled gravity was interpolated from observed gravity values.
 EH1627
 EH1627;                    North         East    Units  Estimated Accuracy
 EH1627;SPC AR S     -   576,510.      443,390.      MT  (+/- 180 meters Scaled)
 EH1627
 EH1627                          SUPERSEDED SURVEY CONTROL
 EH1627
 EH1627  NAVD 88 (06/15/91)   58.597  (m)          192.25   (f) UNKNOWN     1 2
 EH1627  NGVD 29 (??/??/??)   58.621  (m)          192.33   (f) ADJUSTED    1 2
 EH1627
 EH1627.Superseded values are not recommended for survey control.
 EH1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1627.See file dsdata.txt to determine how the superseded data were derived.
 EH1627
 EH1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT354916(NAD 83)
 EH1627_MARKER: DB = BENCH MARK DISK
 EH1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1627_STAMPING: S 112 1954
 EH1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1627+STABILITY: SURFACE MOTION
 EH1627
 EH1627  HISTORY     - Date     Condition        Report By
 EH1627  HISTORY     - 1954     MONUMENTED       CGS
 EH1627  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1627
 EH1627                          STATION DESCRIPTION
 EH1627
 EH1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1627'2.6 MI N FROM BAYOU METO.
 EH1627'2.6 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BAYOU METO,
 EH1627'AT HAGLER, 47 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 EH1627'64 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 33 FEET NORTH OF
 EH1627'THE CENTER LINE OF A ROAD LEADING WEST, 15 FEET WEST OF A 24 INCH OAK
 EH1627'TREE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH1627'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1627
 EH1627                          STATION RECOVERY (1967)
 EH1627
 EH1627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2338 ***********************************************************************
 EH2338  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2338  DESIGNATION -  S 113
 EH2338  PID         -  EH2338
 EH2338  STATE/COUNTY-  AR/ARKANSAS
 EH2338  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2338
 EH2338                         *CURRENT SURVEY CONTROL
 EH2338  ___________________________________________________________________
 EH2338* NAD 83(1997)-  34 30 34.05289(N)    091 33 44.86836(W)     ADJUSTED  
 EH2338* NAVD 88     -        59.67   (meters)     195.8    (feet)  GPS OBS   
 EH2338  ___________________________________________________________________
 EH2338  X           -    -143,463.364 (meters)                     COMP
 EH2338  Y           -  -5,259,519.928 (meters)                     COMP
 EH2338  Z           -   3,593,175.408 (meters)                     COMP
 EH2338  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 EH2338  ELLIP HEIGHT-          33.09  (meters)          (04/05/04) GPS OBS
 EH2338  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2338  DYNAMIC HT  -          59.61  (meters)     195.6   (feet)  COMP
 EH2338  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 EH2338
 EH2338  HORZ ORDER  -  B
 EH2338  VERT ORDER  -  THIRD (See Below)
 EH2338  ELLP ORDER  -  FOURTH    CLASS I
 EH2338
 EH2338.The horizontal coordinates were established by GPS observations
 EH2338.and adjusted by the National Geodetic Survey in April 2004..
 EH2338
 EH2338.The orthometric height was determined by GPS observations and a
 EH2338.high-resolution geoid model using precise GPS observation and
 EH2338.processing techniques. It supersedes the leveled height previously
 EH2338.determined for this station.
 EH2338.The vertical order pertains to the first NAVD 88 superseded value.
 EH2338
 EH2338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2338
 EH2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2338
 EH2338.The ellipsoidal height was determined by GPS observations
 EH2338.and is referenced to NAD 83.
 EH2338
 EH2338.The geoid height was determined by GEOID03.
 EH2338
 EH2338.The dynamic height is computed by dividing the NAVD 88
 EH2338.geopotential number by the normal gravity value computed on the
 EH2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2338.degrees latitude (g = 980.6199 gals.).
 EH2338
 EH2338.The modeled gravity was interpolated from observed gravity values.
 EH2338
 EH2338;                    North         East     Units Scale Factor Converg.
 EH2338;SPC AR S     -   604,477.417   440,176.790   MT  0.99995275   +0 14 41.6
 EH2338;SPC AR S     - 1,983,189.66  1,444,146.69   sFT  0.99995275   +0 14 41.6
 EH2338;UTM  15      - 3,819,584.133   631,960.614   MT  0.99981464   +0 48 52.4
 EH2338
 EH2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2338!SPC AR S     -   0.99999481  x   0.99995275  =   0.99994756
 EH2338!UTM  15      -   0.99999481  x   0.99981464  =   0.99980945
 EH2338
 EH2338                          SUPERSEDED SURVEY CONTROL
 EH2338
 EH2338  NAVD 88 (06/15/91)   59.644  (m)          195.68   (f) ADJUSTED    1 2
 EH2338  NGVD 29 (??/??/??)   59.672  (m)          195.77   (f) ADJUSTED    1 2
 EH2338
 EH2338.Superseded values are not recommended for survey control.
 EH2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2338.See file dsdata.txt to determine how the superseded data were derived.
 EH2338
 EH2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3196119584(NAD 83)
 EH2338_MARKER: DB = BENCH MARK DISK
 EH2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2338_STAMPING: S 113 1954
 EH2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2338+STABILITY: SURFACE MOTION
 EH2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2338+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 EH2338
 EH2338  HISTORY     - Date     Condition        Report By
 EH2338  HISTORY     - 1954     MONUMENTED       CGS
 EH2338  HISTORY     - 20020405 GOOD             USACE
 EH2338
 EH2338                          STATION DESCRIPTION
 EH2338
 EH2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2338'1.0 MI NW FROM STUTTGART.
 EH2338'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2338'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2338'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 0.2 MILE WEST
 EH2338'ALONG U.S. HIGHWAY 79, AT THE DOCKERY AIRPORT, 200 FEET NORTH OF THE
 EH2338'CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 EH2338'OF THE SOUTH HANGER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EH2338'0.2 FOOT ABOVE THE GROUND.
 EH2338
 EH2338                          STATION RECOVERY (2002)
 EH2338
 EH2338'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1357 ***********************************************************************
 EH1357  DESIGNATION -  S 114
 EH1357  PID         -  EH1357
 EH1357  STATE/COUNTY-  AR/ARKANSAS
 EH1357  USGS QUAD   -  DE WITT SW (1968)
 EH1357
 EH1357                         *CURRENT SURVEY CONTROL
 EH1357  ___________________________________________________________________
 EH1357* NAD 83(1986)-  34 21 42.     (N)    091 24 34.     (W)     SCALED    
 EH1357* NAVD 88     -        60.227  (meters)     197.59   (feet)  ADJUSTED  
 EH1357  ___________________________________________________________________
 EH1357  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH1357  DYNAMIC HT  -          60.169 (meters)     197.40  (feet)  COMP
 EH1357  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 EH1357
 EH1357  VERT ORDER  -  FIRST     CLASS II
 EH1357
 EH1357.The horizontal coordinates were scaled from a topographic map and have
 EH1357.an estimated accuracy of +/- 6 seconds.
 EH1357
 EH1357.The orthometric height was determined by differential leveling
 EH1357.and adjusted by the National Geodetic Survey in August 1993..
 EH1357
 EH1357.The geoid height was determined by GEOID03.
 EH1357
 EH1357.The dynamic height is computed by dividing the NAVD 88
 EH1357.geopotential number by the normal gravity value computed on the
 EH1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1357.degrees latitude (g = 980.6199 gals.).
 EH1357
 EH1357.The modeled gravity was interpolated from observed gravity values.
 EH1357
 EH1357;                    North         East    Units  Estimated Accuracy
 EH1357;SPC AR S     -   588,160.      454,320.      MT  (+/- 180 meters Scaled)
 EH1357
 EH1357                          SUPERSEDED SURVEY CONTROL
 EH1357
 EH1357  NAVD 88 (06/15/91)   60.285  (m)          197.78   (f) UNKNOWN     1 2
 EH1357  NGVD 29 (??/??/??)   60.292  (m)          197.81   (f) ADJUSTED    1 2
 EH1357
 EH1357.Superseded values are not recommended for survey control.
 EH1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1357.See file dsdata.txt to determine how the superseded data were derived.
 EH1357
 EH1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462034(NAD 83)
 EH1357_MARKER: DB = BENCH MARK DISK
 EH1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1357_STAMPING: S 114 1954
 EH1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1357+STABILITY: SURFACE MOTION
 EH1357
 EH1357  HISTORY     - Date     Condition        Report By
 EH1357  HISTORY     - 1954     MONUMENTED       CGS
 EH1357  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1357
 EH1357                          STATION DESCRIPTION
 EH1357
 EH1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1357'3.1 MI S FROM ALMYRA.
 EH1357'3.1 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1357'STATION AT ALMYRA, 7 POLES NORTH OF A ROAD CROSSING, 5 POLES NORTH OF
 EH1357'MILEPOST 248, 46 FEET EAST OF THE EAST RAIL, 2 FEET WEST OF A FENCE,
 EH1357'2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH1357'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1357
 EH1357                          STATION RECOVERY (1965)
 EH1357
 EH1357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EH1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1386 ***********************************************************************
 EH1386  DESIGNATION -  S 115
 EH1386  PID         -  EH1386
 EH1386  STATE/COUNTY-  AR/ARKANSAS
 EH1386  USGS QUAD   -  DE WITT (1968)
 EH1386
 EH1386                         *CURRENT SURVEY CONTROL
 EH1386  ___________________________________________________________________
 EH1386* NAD 83(1986)-  34 18 29.     (N)    091 20 36.     (W)     SCALED    
 EH1386* NAVD 88     -        57.872  (meters)     189.87   (feet)  ADJUSTED  
 EH1386  ___________________________________________________________________
 EH1386  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH1386  DYNAMIC HT  -          57.816 (meters)     189.68  (feet)  COMP
 EH1386  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 EH1386
 EH1386  VERT ORDER  -  FIRST     CLASS II
 EH1386
 EH1386.The horizontal coordinates were scaled from a topographic map and have
 EH1386.an estimated accuracy of +/- 6 seconds.
 EH1386
 EH1386.The orthometric height was determined by differential leveling
 EH1386.and adjusted by the National Geodetic Survey in August 1993..
 EH1386
 EH1386.The geoid height was determined by GEOID03.
 EH1386
 EH1386.The dynamic height is computed by dividing the NAVD 88
 EH1386.geopotential number by the normal gravity value computed on the
 EH1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1386.degrees latitude (g = 980.6199 gals.).
 EH1386
 EH1386.The modeled gravity was interpolated from observed gravity values.
 EH1386
 EH1386;                    North         East    Units  Estimated Accuracy
 EH1386;SPC AR S     -   582,250.      460,440.      MT  (+/- 180 meters Scaled)
 EH1386
 EH1386                          SUPERSEDED SURVEY CONTROL
 EH1386
 EH1386  NAVD 88 (06/15/91)   57.946  (m)          190.11   (f) UNKNOWN     1 2
 EH1386  NGVD 29 (??/??/??)   57.952  (m)          190.13   (f) ADJUSTED    1 2
 EH1386
 EH1386.Superseded values are not recommended for survey control.
 EH1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1386.See file dsdata.txt to determine how the superseded data were derived.
 EH1386
 EH1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT524975(NAD 83)
 EH1386_MARKER: DB = BENCH MARK DISK
 EH1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1386_STAMPING: S 115 1954
 EH1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1386+STABILITY: SURFACE MOTION
 EH1386
 EH1386  HISTORY     - Date     Condition        Report By
 EH1386  HISTORY     - 1954     MONUMENTED       CGS
 EH1386  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1386
 EH1386                          STATION DESCRIPTION
 EH1386
 EH1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1386'1.2 MI N FROM DEWITT.
 EH1386'1.2 MILES NORTH ALONG STATE HIGHWAY 30 FROM THE COURTHOUSE AT DEWITT,
 EH1386'91 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WHITE HOUSE, 38
 EH1386'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF THE
 EH1386'SOUTH END OF A BOARD FENCE, 4 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET
 EH1386'EAST OF A BOARD FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 EH1386'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1386
 EH1386                          STATION RECOVERY (1976)
 EH1386
 EH1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1336 ***********************************************************************
 EH1336  DESIGNATION -  S 116
 EH1336  PID         -  EH1336
 EH1336  STATE/COUNTY-  AR/ARKANSAS
 EH1336  USGS QUAD   -  TICHNOR (1972)
 EH1336
 EH1336                         *CURRENT SURVEY CONTROL
 EH1336  ___________________________________________________________________
 EH1336* NAD 83(1986)-  34 14 18.     (N)    091 21 03.     (W)     SCALED    
 EH1336* NAVD 88     -        57.713  (meters)     189.35   (feet)  ADJUSTED  
 EH1336  ___________________________________________________________________
 EH1336  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EH1336  DYNAMIC HT  -          57.657 (meters)     189.16  (feet)  COMP
 EH1336  MODELED GRAV-     979,662.1   (mgal)                       NAVD 88
 EH1336
 EH1336  VERT ORDER  -  FIRST     CLASS II
 EH1336
 EH1336.The horizontal coordinates were scaled from a topographic map and have
 EH1336.an estimated accuracy of +/- 6 seconds.
 EH1336
 EH1336.The orthometric height was determined by differential leveling
 EH1336.and adjusted by the National Geodetic Survey in August 1993..
 EH1336
 EH1336.The geoid height was determined by GEOID03.
 EH1336
 EH1336.The dynamic height is computed by dividing the NAVD 88
 EH1336.geopotential number by the normal gravity value computed on the
 EH1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1336.degrees latitude (g = 980.6199 gals.).
 EH1336
 EH1336.The modeled gravity was interpolated from observed gravity values.
 EH1336
 EH1336;                    North         East    Units  Estimated Accuracy
 EH1336;SPC AR S     -   574,510.      459,800.      MT  (+/- 180 meters Scaled)
 EH1336
 EH1336                          SUPERSEDED SURVEY CONTROL
 EH1336
 EH1336  NAVD 88 (06/15/91)   57.677  (m)          189.23   (f) UNKNOWN     1 2
 EH1336  NGVD 29 (??/??/??)   57.747  (m)          189.46   (f) ADJUSTED    1 2
 EH1336
 EH1336.Superseded values are not recommended for survey control.
 EH1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1336.See file dsdata.txt to determine how the superseded data were derived.
 EH1336
 EH1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT518898(NAD 83)
 EH1336_MARKER: DB = BENCH MARK DISK
 EH1336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1336_SP_SET: CULVERT
 EH1336_STAMPING: S 116 1955
 EH1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1336+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 EH1336
 EH1336  HISTORY     - Date     Condition        Report By
 EH1336  HISTORY     - 1955     MONUMENTED       CGS
 EH1336  HISTORY     - 1976     GOOD             NGS
 EH1336  HISTORY     - 20030416 GOOD             USACE
 EH1336
 EH1336                          STATION DESCRIPTION
 EH1336
 EH1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1336'3.9 MI S FROM DEWITT.
 EH1336'3.9 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1336'STATION AT DEWITT, AT A ROAD CROSSING, 10 1/8 POLES SOUTH OF MILEPOST
 EH1336'259, 1 1/2 POLES SOUTH OF THE STATION SIGN AT INDIANA SIDING, 18 FEET
 EH1336'WEST OF THE WEST RAIL, 17 FEET SOUTH OF THE CENTER LINE OF A ROAD, SET
 EH1336'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT
 EH1336'UNDER THE ROAD.
 EH1336
 EH1336                          STATION RECOVERY (1976)
 EH1336
 EH1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1336'RECOVERED IN GOOD CONDITION.
 EH1336
 EH1336                          STATION RECOVERY (2003)
 EH1336
 EH1336'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0821 ***********************************************************************
 DK0821  DESIGNATION -  S 117
 DK0821  PID         -  DK0821
 DK0821  STATE/COUNTY-  AR/DESHA
 DK0821  USGS QUAD   -  DUMAS (1969)
 DK0821
 DK0821                         *CURRENT SURVEY CONTROL
 DK0821  ___________________________________________________________________
 DK0821* NAD 83(1986)-  33 53 43.     (N)    091 29 48.     (W)     SCALED    
 DK0821* NAVD 88     -        49.584  (meters)     162.68   (feet)  ADJUSTED  
 DK0821  ___________________________________________________________________
 DK0821  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0821  DYNAMIC HT  -          49.534 (meters)     162.51  (feet)  COMP
 DK0821  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 DK0821
 DK0821  VERT ORDER  -  FIRST     CLASS II
 DK0821
 DK0821.The horizontal coordinates were scaled from a topographic map and have
 DK0821.an estimated accuracy of +/- 6 seconds.
 DK0821
 DK0821.The orthometric height was determined by differential leveling
 DK0821.and adjusted by the National Geodetic Survey in June 1991..
 DK0821
 DK0821.The geoid height was determined by GEOID03.
 DK0821
 DK0821.The dynamic height is computed by dividing the NAVD 88
 DK0821.geopotential number by the normal gravity value computed on the
 DK0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0821.degrees latitude (g = 980.6199 gals.).
 DK0821
 DK0821.The modeled gravity was interpolated from observed gravity values.
 DK0821
 DK0821;                    North         East    Units  Estimated Accuracy
 DK0821;SPC AR S     -   536,380.      446,550.      MT  (+/- 180 meters Scaled)
 DK0821
 DK0821                          SUPERSEDED SURVEY CONTROL
 DK0821
 DK0821  NGVD 29 (??/??/??)   49.715  (m)          163.11   (f) ADJUSTED    1 2
 DK0821
 DK0821.Superseded values are not recommended for survey control.
 DK0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0821.See file dsdata.txt to determine how the superseded data were derived.
 DK0821
 DK0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT390515(NAD 83)
 DK0821_MARKER: DB = BENCH MARK DISK
 DK0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0821_SP_SET: CULVERT
 DK0821_STAMPING: S 117 1955
 DK0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0821
 DK0821  HISTORY     - Date     Condition        Report By
 DK0821  HISTORY     - 1955     MONUMENTED       CGS
 DK0821  HISTORY     - 1969     MARK NOT FOUND   USGS
 DK0821  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK0821
 DK0821                          STATION DESCRIPTION
 DK0821
 DK0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0821'0.5 MI NW FROM DUMAS.
 DK0821'0.5 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0821'STATION AT DUMAS, 1 1/2 POLES NORTHWEST OF MILEPOST 427, 1 1/2 RAILS
 DK0821'NORTHWEST OF A SWITCH STAND, 62 FEET SOUTHWEST OF THE CENTER LINE OF A
 DK0821'ROAD, 10 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE
 DK0821'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT UNDER
 DK0821'THE RAILROAD.
 DK0821'NOTE--PERHAPS DESTROYED AS THERE IS A NEW HEADWALL ON THIS CULVERT.
 DK0821
 DK0821                          STATION RECOVERY (1969)
 DK0821
 DK0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DK0821'MARK NOT FOUND.
 DK0821
 DK0821                          STATION RECOVERY (1984)
 DK0821
 DK0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0821'SEARCHED FOR BUT NOT RECOVERED.  NOTE, NOT RECOVERED IN 1955 BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0125 ***********************************************************************
 EJ0125  DESIGNATION -  S 119
 EJ0125  PID         -  EJ0125
 EJ0125  STATE/COUNTY-  AR/PULASKI
 EJ0125  USGS QUAD   -  SWEET HOME (1986)
 EJ0125
 EJ0125                         *CURRENT SURVEY CONTROL
 EJ0125  ___________________________________________________________________
 EJ0125* NAD 83(1986)-  34 43 40.     (N)    092 14 30.     (W)     SCALED    
 EJ0125* NAVD 88     -        78.178  (meters)     256.49   (feet)  ADJUSTED  
 EJ0125  ___________________________________________________________________
 EJ0125  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EJ0125  DYNAMIC HT  -          78.105 (meters)     256.25  (feet)  COMP
 EJ0125  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 EJ0125
 EJ0125  VERT ORDER  -  SECOND    CLASS 0
 EJ0125
 EJ0125.This mark is at Adams Field Airport (LIT)
 EJ0125
 EJ0125.The horizontal coordinates were scaled from a topographic map and have
 EJ0125.an estimated accuracy of +/- 6 seconds.
 EJ0125
 EJ0125.The orthometric height was determined by differential leveling
 EJ0125.and adjusted by the National Geodetic Survey in June 1991..
 EJ0125
 EJ0125.The geoid height was determined by GEOID03.
 EJ0125
 EJ0125.The dynamic height is computed by dividing the NAVD 88
 EJ0125.geopotential number by the normal gravity value computed on the
 EJ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0125.degrees latitude (g = 980.6199 gals.).
 EJ0125
 EJ0125.The modeled gravity was interpolated from observed gravity values.
 EJ0125
 EJ0125;                    North         East    Units  Estimated Accuracy
 EJ0125;SPC AR S     -   628,640.      377,870.      MT  (+/- 180 meters Scaled)
 EJ0125
 EJ0125                          SUPERSEDED SURVEY CONTROL
 EJ0125
 EJ0125  NGVD 29 (??/??/92)   78.229  (m)          256.66   (f) ADJ UNCH    2 0
 EJ0125
 EJ0125.Superseded values are not recommended for survey control.
 EJ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0125.See file dsdata.txt to determine how the superseded data were derived.
 EJ0125
 EJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU694431(NAD 83)
 EJ0125_MARKER: DB = BENCH MARK DISK
 EJ0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0125_SP_SET: CONCRETE ARRON
 EJ0125_STAMPING: S 119 1952
 EJ0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0125
 EJ0125  HISTORY     - Date     Condition        Report By
 EJ0125  HISTORY     - 1952     MONUMENTED       CGS
 EJ0125  HISTORY     - 1956     GOOD             NGS
 EJ0125  HISTORY     - 1963     GOOD             NGS
 EJ0125  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0125  HISTORY     - 198505   MARK NOT FOUND   USGS
 EJ0125  HISTORY     - 20060330 MARK NOT FOUND   ARHD
 EJ0125
 EJ0125                          STATION DESCRIPTION
 EJ0125
 EJ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EJ0125'2 MI SE FROM LITTLE ROCK.
 EJ0125'LOCATED AT ADAMS FIELD, LITTLE ROCK MUNICIPAL AIRPORT, LITTLE ROCK,
 EJ0125'ARKANSAS, 96.7 FEET NORTHEAST OF THE CENTER OF THE EAST FACE OF THE
 EJ0125'MAIN PART OF THE ADMINISTRATION BUILDING, 66.5 FEET EAST OF THE NORTH
 EJ0125'WING OF THE BUILDING, 86.5 FEET SSE OF THE SOUTHEAST CORNER OF THE
 EJ0125'ADMINISTRATION BUILDING ANNEX, AND ONE FOOT WEST OF A FENCE.  A
 EJ0125'STANDARD DISK, STAMPED S 119 1952, CEMENTED IN A DRILLHOLE IN THE
 EJ0125'CONCRETE PASSENGER APRON.
 EJ0125
 EJ0125                          STATION RECOVERY (1963)
 EJ0125
 EJ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EJ0125'RECOVERED IN GOOD CONDITION.
 EJ0125
 EJ0125                          STATION RECOVERY (1984)
 EJ0125
 EJ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0125'NOT RECOVERED, IT IS POSSIBLE THAT THE MARK IS STILL IN PLACE BUT
 EJ0125'UNDER THE CARPET IN THE NEW ADMINISTRATION BUILDING AT THE AIRPORT.
 EJ0125'NOTE, THE JANITOR STATED THAT THERE WAS A DISK OF THIS TYPE UNDER THE
 EJ0125'CARPET.
 EJ0125
 EJ0125                          STATION RECOVERY (1985)
 EJ0125
 EJ0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0125'MARK NOT FOUND.
 EJ0125
 EJ0125                          STATION RECOVERY (2006)
 EJ0125
 EJ0125'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (TPS)
 EJ0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0664 ***********************************************************************
 DL0664  DESIGNATION -  S 120
 DL0664  PID         -  DL0664
 DL0664  STATE/COUNTY-  AR/COLUMBIA
 DL0664  USGS QUAD   -  EMERSON (1971)
 DL0664
 DL0664                         *CURRENT SURVEY CONTROL
 DL0664  ___________________________________________________________________
 DL0664* NAD 83(1986)-  33 03 16.     (N)    093 10 47.     (W)     SCALED    
 DL0664* NAVD 88     -        83.921  (meters)     275.33   (feet)  ADJUSTED  
 DL0664  ___________________________________________________________________
 DL0664  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL0664  DYNAMIC HT  -          83.829 (meters)     275.03  (feet)  COMP
 DL0664  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 DL0664
 DL0664  VERT ORDER  -  SECOND    CLASS 0
 DL0664
 DL0664.The horizontal coordinates were scaled from a topographic map and have
 DL0664.an estimated accuracy of +/- 6 seconds.
 DL0664
 DL0664.The orthometric height was determined by differential leveling
 DL0664.and adjusted by the National Geodetic Survey in June 1991..
 DL0664
 DL0664.The geoid height was determined by GEOID03.
 DL0664
 DL0664.The dynamic height is computed by dividing the NAVD 88
 DL0664.geopotential number by the normal gravity value computed on the
 DL0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0664.degrees latitude (g = 980.6199 gals.).
 DL0664
 DL0664.The modeled gravity was interpolated from observed gravity values.
 DL0664
 DL0664;                    North         East    Units  Estimated Accuracy
 DL0664;SPC AR S     -   443,650.      289,810.      MT  (+/- 180 meters Scaled)
 DL0664
 DL0664                          SUPERSEDED SURVEY CONTROL
 DL0664
 DL0664  NGVD 29 (??/??/92)   83.981  (m)          275.53   (f) ADJ UNCH    2 0
 DL0664
 DL0664.Superseded values are not recommended for survey control.
 DL0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0664.See file dsdata.txt to determine how the superseded data were derived.
 DL0664
 DL0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS832573(NAD 83)
 DL0664_MARKER: DB = BENCH MARK DISK
 DL0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0664_STAMPING: S 120 1934
 DL0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0664+STABILITY: SURFACE MOTION
 DL0664
 DL0664  HISTORY     - Date     Condition        Report By
 DL0664  HISTORY     - 1934     MONUMENTED       CGS
 DL0664  HISTORY     - 1960     GOOD             NGS
 DL0664  HISTORY     - 1963     GOOD             NGS
 DL0664
 DL0664                          STATION DESCRIPTION
 DL0664
 DL0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0664'3.1 MI S FROM EMERSON.
 DL0664'ABOUT 3.1 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0664'THE STATION AT EMERSON, IN SECTION 27, T 19 S, R 20 W, 2 POLES
 DL0664'SOUTHEAST OF A SLIGHT RISE, 314 FEET NORTHWEST OF MILEPOST 22, 53 FEET
 DL0664'NORTHEAST OF THE NORTHEAST RAIL, 4 1/2 FEET NORTHEAST OF A FENCE, 5.5
 DL0664'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE TRACKS,
 DL0664'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DL0664
 DL0664                          STATION RECOVERY (1963)
 DL0664
 DL0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0705 ***********************************************************************
 FG0705  DESIGNATION -  S 125
 FG0705  PID         -  FG0705
 FG0705  STATE/COUNTY-  AR/VAN BUREN
 FG0705  USGS QUAD   -  ALREAD (1965)
 FG0705
 FG0705                         *CURRENT SURVEY CONTROL
 FG0705  ___________________________________________________________________
 FG0705* NAD 83(1986)-  35 40 28.     (N)    092 42 54.     (W)     SCALED    
 FG0705* NAVD 88     -       418.611  (meters)    1373.39   (feet)  ADJUSTED  
 FG0705  ___________________________________________________________________
 FG0705  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0705  DYNAMIC HT  -         418.204 (meters)    1372.06  (feet)  COMP
 FG0705  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 FG0705
 FG0705  VERT ORDER  -  SECOND    CLASS 0
 FG0705
 FG0705.The horizontal coordinates were scaled from a topographic map and have
 FG0705.an estimated accuracy of +/- 6 seconds.
 FG0705
 FG0705.The orthometric height was determined by differential leveling
 FG0705.and adjusted by the National Geodetic Survey in June 1991..
 FG0705
 FG0705.The geoid height was determined by GEOID03.
 FG0705
 FG0705.The dynamic height is computed by dividing the NAVD 88
 FG0705.geopotential number by the normal gravity value computed on the
 FG0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0705.degrees latitude (g = 980.6199 gals.).
 FG0705
 FG0705.The modeled gravity was interpolated from observed gravity values.
 FG0705
 FG0705;                    North         East    Units  Estimated Accuracy
 FG0705;SPC AR N     -   149,020.      335,270.      MT  (+/- 180 meters Scaled)
 FG0705
 FG0705                          SUPERSEDED SURVEY CONTROL
 FG0705
 FG0705  NGVD 29 (??/??/92)  418.518  (m)         1373.09   (f) ADJ UNCH    2 0
 FG0705
 FG0705.Superseded values are not recommended for survey control.
 FG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0705.See file dsdata.txt to determine how the superseded data were derived.
 FG0705
 FG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV257478(NAD 83)
 FG0705_MARKER: DB = BENCH MARK DISK
 FG0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0705_STAMPING: S 125 1935
 FG0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0705+STABILITY: SURFACE MOTION
 FG0705
 FG0705  HISTORY     - Date     Condition        Report By
 FG0705  HISTORY     - 1935     MONUMENTED       CGS
 FG0705  HISTORY     - 1939     GOOD             NGS
 FG0705
 FG0705                          STATION DESCRIPTION
 FG0705
 FG0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0705'0.9 MI E FROM CHIMES.
 FG0705'0.9 MILE EAST ALONG THE UNA-COPELAND ROAD FROM THE POST OFFICE AT
 FG0705'CHIMES, VAN BUREN COUNTY, 2.0 MILES SOUTHEAST ALONG THE ARCHEY-CHIMES
 FG0705'ROAD, 1 MILE NORTH OF THE ARCHEY FORK OF THE LITTLE RED RIVER, 0.4
 FG0705'MILE SOUTH OF THE JIM SHOPFFIT FARMHOUSE, 0.5 MILE SOUTHEAST OF A
 FG0705'PROMINENT KNOLL, 56 FEET EAST OF A 24-INCH WHITE OAK TREE, 22 FEET
 FG0705'EAST OF THE CENTERLINE OF THE ROAD, AND 3 FEET WEST OF THE SMALLEST
 FG0705'ONE OF A GROUP OF FOUR OAK TREES.  A STANDARD DISK, STAMPED S 125 1935
 FG0705'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0943 ***********************************************************************
 FG0943  DESIGNATION -  S 126
 FG0943  PID         -  FG0943
 FG0943  STATE/COUNTY-  AR/POPE
 FG0943  USGS QUAD   -  TREAT (1980)
 FG0943
 FG0943                         *CURRENT SURVEY CONTROL
 FG0943  ___________________________________________________________________
 FG0943* NAD 83(1986)-  35 33 37.     (N)    093 08 04.     (W)     SCALED    
 FG0943* NAVD 88     -       487.710  (meters)    1600.10   (feet)  ADJUSTED  
 FG0943  ___________________________________________________________________
 FG0943  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FG0943  DYNAMIC HT  -         487.244 (meters)    1598.57  (feet)  COMP
 FG0943  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 FG0943
 FG0943  VERT ORDER  -  SECOND    CLASS 0
 FG0943
 FG0943.The horizontal coordinates were scaled from a topographic map and have
 FG0943.an estimated accuracy of +/- 6 seconds.
 FG0943
 FG0943.The orthometric height was determined by differential leveling
 FG0943.and adjusted by the National Geodetic Survey in June 1991..
 FG0943
 FG0943.The geoid height was determined by GEOID03.
 FG0943
 FG0943.The dynamic height is computed by dividing the NAVD 88
 FG0943.geopotential number by the normal gravity value computed on the
 FG0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0943.degrees latitude (g = 980.6199 gals.).
 FG0943
 FG0943.The modeled gravity was interpolated from observed gravity values.
 FG0943
 FG0943;                    North         East    Units  Estimated Accuracy
 FG0943;SPC AR N     -   136,710.      297,160.      MT  (+/- 180 meters Scaled)
 FG0943
 FG0943                          SUPERSEDED SURVEY CONTROL
 FG0943
 FG0943  NGVD 29 (??/??/92)  487.662  (m)         1599.94   (f) ADJ UNCH    2 0
 FG0943
 FG0943.Superseded values are not recommended for survey control.
 FG0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0943.See file dsdata.txt to determine how the superseded data were derived.
 FG0943
 FG0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV878351(NAD 83)
 FG0943_MARKER: DB = BENCH MARK DISK
 FG0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0943_STAMPING: S-126 1935
 FG0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0943+STABILITY: SURFACE MOTION
 FG0943
 FG0943  HISTORY     - Date     Condition        Report By
 FG0943  HISTORY     - 1935     MONUMENTED       CGS
 FG0943
 FG0943                          STATION DESCRIPTION
 FG0943
 FG0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0943'5.1 MI S FROM TREAT.
 FG0943'5.1 MILES SOUTH OF, ALONG TREAT ROAD, FROM POST OFFICE.  ABOUT 120
 FG0943'FEET NORTH OF SUMMIT OF HILL.  22 FEET EAST OF CENTERLINE OF TREAT
 FG0943'ROAD.  16.5 FEET NORTHEAST OF OAK TREE 2.5 FEET IN DIAMETER AT BASE,
 FG0943'AT EAST EDGE OF ROAD.  8.4 FEET EAST OF 3 GREEN POSTS 5 FT. HIGH IN
 FG0943'FORM OF ABOUT A 3-FT. TRIANGLE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0920 ***********************************************************************
 FG0920  DESIGNATION -  S 127
 FG0920  PID         -  FG0920
 FG0920  STATE/COUNTY-  AR/JOHNSON
 FG0920  USGS QUAD   -  HAGARVILLE (1980)
 FG0920
 FG0920                         *CURRENT SURVEY CONTROL
 FG0920  ___________________________________________________________________
 FG0920* NAD 83(1986)-  35 34 54.     (N)    093 18 31.     (W)     SCALED    
 FG0920* NAVD 88     -       215.833  (meters)     708.11   (feet)  ADJUSTED  
 FG0920  ___________________________________________________________________
 FG0920  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FG0920  DYNAMIC HT  -         215.629 (meters)     707.44  (feet)  COMP
 FG0920  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FG0920
 FG0920  VERT ORDER  -  SECOND    CLASS 0
 FG0920
 FG0920.The horizontal coordinates were scaled from a topographic map and have
 FG0920.an estimated accuracy of +/- 6 seconds.
 FG0920
 FG0920.The orthometric height was determined by differential leveling
 FG0920.and adjusted by the National Geodetic Survey in June 1991..
 FG0920
 FG0920.The geoid height was determined by GEOID03.
 FG0920
 FG0920.The dynamic height is computed by dividing the NAVD 88
 FG0920.geopotential number by the normal gravity value computed on the
 FG0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0920.degrees latitude (g = 980.6199 gals.).
 FG0920
 FG0920.The modeled gravity was interpolated from observed gravity values.
 FG0920
 FG0920;                    North         East    Units  Estimated Accuracy
 FG0920;SPC AR N     -   139,280.      281,400.      MT  (+/- 180 meters Scaled)
 FG0920
 FG0920                          SUPERSEDED SURVEY CONTROL
 FG0920
 FG0920  NGVD 29 (??/??/92)  215.789  (m)          707.97   (f) ADJ UNCH    2 0
 FG0920
 FG0920.Superseded values are not recommended for survey control.
 FG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0920.See file dsdata.txt to determine how the superseded data were derived.
 FG0920
 FG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV720375(NAD 83)
 FG0920_MARKER: DB = BENCH MARK DISK
 FG0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0920_STAMPING: S-127 1935
 FG0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0920+STABILITY: SURFACE MOTION
 FG0920
 FG0920  HISTORY     - Date     Condition        Report By
 FG0920  HISTORY     - 1935     MONUMENTED       CGS
 FG0920
 FG0920                          STATION DESCRIPTION
 FG0920
 FG0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0920'5.6 MI N FROM HAGARVILLE.
 FG0920'5.6 MILES NORTH OF, ALONG ST. HWY. 123, FROM THE C. E. MORRIS
 FG0920'RESIDENCE.  AT SUMMIT OF SMALL HILL. ABOUT .2 MILE SOUTH OF STEEL
 FG0920'HIGHWAY BRIDGE OVER PINEY CREEK. AT NORTHWEST CORNER OF CULTIVATED
 FG0920'FIELD.  ABOUT 195 FEET SOUTH OF STONE HIGHWAY CULVERT WITH LONG STONE
 FG0920'HEADWALLS. 28 FEET EAST OF CENTERLINE OF ST. HWY. 123. 1.2 FEET WEST
 FG0920'OF FENCE. TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0913 ***********************************************************************
 FG0913  DESIGNATION -  S 128
 FG0913  PID         -  FG0913
 FG0913  STATE/COUNTY-  AR/NEWTON
 FG0913  USGS QUAD   -  SWAIN (1978)
 FG0913
 FG0913                         *CURRENT SURVEY CONTROL
 FG0913  ___________________________________________________________________
 FG0913* NAD 83(1986)-  35 46 52.     (N)    093 18 02.     (W)     SCALED    
 FG0913* NAVD 88     -       334.049  (meters)    1095.96   (feet)  ADJUSTED  
 FG0913  ___________________________________________________________________
 FG0913  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG0913  DYNAMIC HT  -         333.736 (meters)    1094.93  (feet)  COMP
 FG0913  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 FG0913
 FG0913  VERT ORDER  -  SECOND    CLASS 0
 FG0913
 FG0913.The horizontal coordinates were scaled from a topographic map and have
 FG0913.an estimated accuracy of +/- 6 seconds.
 FG0913
 FG0913.The orthometric height was determined by differential leveling
 FG0913.and adjusted by the National Geodetic Survey in June 1991..
 FG0913
 FG0913.The geoid height was determined by GEOID03.
 FG0913
 FG0913.The dynamic height is computed by dividing the NAVD 88
 FG0913.geopotential number by the normal gravity value computed on the
 FG0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0913.degrees latitude (g = 980.6199 gals.).
 FG0913
 FG0913.The modeled gravity was interpolated from observed gravity values.
 FG0913
 FG0913;                    North         East    Units  Estimated Accuracy
 FG0913;SPC AR N     -   161,400.      282,420.      MT  (+/- 180 meters Scaled)
 FG0913
 FG0913                          SUPERSEDED SURVEY CONTROL
 FG0913
 FG0913  NGVD 29 (??/??/92)  333.980  (m)         1095.73   (f) ADJ UNCH    2 0
 FG0913
 FG0913.Superseded values are not recommended for survey control.
 FG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0913.See file dsdata.txt to determine how the superseded data were derived.
 FG0913
 FG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV728597(NAD 83)
 FG0913_MARKER: DB = BENCH MARK DISK
 FG0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0913_STAMPING: S-128 1935
 FG0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0913+STABILITY: SURFACE MOTION
 FG0913
 FG0913  HISTORY     - Date     Condition        Report By
 FG0913  HISTORY     - 1935     MONUMENTED       CGS
 FG0913
 FG0913                          STATION DESCRIPTION
 FG0913
 FG0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0913'1.4 MI W FROM LIMESTONE.
 FG0913'1.4 MILES WEST OF, ALONG LIMESTONE VALLEY ROAD, FROM THE V. G. HAM
 FG0913'RESIDENCE.  ABOUT 216 FEET NORTH OF CENTERLINE OF LIMESTONE VALLEY
 FG0913'ROAD AT HAIR-PIN TURN, WHERE ROAD BRANCHES OFF TO ROY CASEY FARM
 FG0913'HOUSE.  36 FEET NORTHWEST OF OAK STUMP 3 FT. IN DIAMETER AT TOP, 2.5
 FG0913'FT. HIGH. 25.4 FEET EAST OF CENTERLINE OF GATEWAY IN FRONT OF FARM
 FG0913'HOUSE.  25.3 FEET SOUTHEAST OF SOUTHEAST CORNER OF ROY CASEY FARM
 FG0913'HOUSE.  2 FEET SOUTH OF SOUTHEAST PICKET FENCE CORNER. TABLET SET IN
 FG0913'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0906 ***********************************************************************
 DK0906  DESIGNATION -  S 13
 DK0906  PID         -  DK0906
 DK0906  STATE/COUNTY-  AR/DESHA
 DK0906  USGS QUAD   -  HALLEY (1981)
 DK0906
 DK0906                         *CURRENT SURVEY CONTROL
 DK0906  ___________________________________________________________________
 DK0906* NAD 83(1986)-  33 35 46.     (N)    091 19 47.     (W)     SCALED    
 DK0906* NAVD 88     -        43.496  (meters)     142.70   (feet)  ADJUSTED  
 DK0906  ___________________________________________________________________
 DK0906  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DK0906  DYNAMIC HT  -          43.451 (meters)     142.56  (feet)  COMP
 DK0906  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 DK0906
 DK0906  VERT ORDER  -  FIRST     CLASS II
 DK0906
 DK0906.The horizontal coordinates were scaled from a topographic map and have
 DK0906.an estimated accuracy of +/- 6 seconds.
 DK0906
 DK0906.The orthometric height was determined by differential leveling
 DK0906.and adjusted by the National Geodetic Survey in June 1991..
 DK0906
 DK0906.The geoid height was determined by GEOID03.
 DK0906
 DK0906.The dynamic height is computed by dividing the NAVD 88
 DK0906.geopotential number by the normal gravity value computed on the
 DK0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0906.degrees latitude (g = 980.6199 gals.).
 DK0906
 DK0906.The modeled gravity was interpolated from observed gravity values.
 DK0906
 DK0906;                    North         East    Units  Estimated Accuracy
 DK0906;SPC AR S     -   503,290.      462,210.      MT  (+/- 180 meters Scaled)
 DK0906
 DK0906                          SUPERSEDED SURVEY CONTROL
 DK0906
 DK0906  NGVD 29 (??/??/??)   43.612  (m)          143.08   (f) ADJUSTED    1 2
 DK0906
 DK0906.Superseded values are not recommended for survey control.
 DK0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0906.See file dsdata.txt to determine how the superseded data were derived.
 DK0906
 DK0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT549186(NAD 83)
 DK0906_MARKER: DB = BENCH MARK DISK
 DK0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0906_STAMPING: S 13 1932
 DK0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0906+STABILITY: SURFACE MOTION
 DK0906
 DK0906  HISTORY     - Date     Condition        Report By
 DK0906  HISTORY     - 1932     MONUMENTED       CGS
 DK0906  HISTORY     - 1939     GOOD             CGS
 DK0906  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0906  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0906  HISTORY     - 20031022 MARK NOT FOUND   ARHD
 DK0906
 DK0906                          STATION DESCRIPTION
 DK0906
 DK0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0906'IN TRIPPE JUNCTION.
 DK0906'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED ON THE NORTH
 DK0906'R/W OF THE MO. PAC. R.R. AT TRIPPE JUNCTION.  AT THE INTERSECTION OF
 DK0906'HWY NO. 65 AND MO. PAC. R.R.  AT MILE POST NO. 412 - 22. 112 FEET NE
 DK0906'OF THE CENTER LINE OF HWY. 48 FEET NORTH OF THE CENTER LINE OF THE
 DK0906'TRACK.
 DK0906
 DK0906                          STATION RECOVERY (1977)
 DK0906
 DK0906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0906'MARK NOT FOUND.
 DK0906
 DK0906                          STATION RECOVERY (1977)
 DK0906
 DK0906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0906'MARK NOT FOUND.
 DK0906
 DK0906                          STATION RECOVERY (2003)
 DK0906
 DK0906'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DK0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0201 ***********************************************************************
 EK0201  DESIGNATION -  S 131 RESET
 EK0201  PID         -  EK0201
 EK0201  STATE/COUNTY-  AR/POLK
 EK0201  USGS QUAD   -  VANDERVOORT (1984)
 EK0201
 EK0201                         *CURRENT SURVEY CONTROL
 EK0201  ___________________________________________________________________
 EK0201* NAD 83(1986)-  34 23 34.     (N)    094 18 35.     (W)     SCALED    
 EK0201* NAVD 88     -       349.55   (meters)    1146.8    (feet)  RESET     
 EK0201  ___________________________________________________________________
 EK0201  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 EK0201
 EK0201  VERT ORDER  -  THIRD
 EK0201
 EK0201.The horizontal coordinates were scaled from a topographic map and have
 EK0201.an estimated accuracy of +/- 6 seconds.
 EK0201
 EK0201.The orthometric height was computed from unverified reset data.
 EK0201
 EK0201.The geoid height was determined by GEOID03.
 EK0201
 EK0201;                    North         East    Units  Estimated Accuracy
 EK0201;SPC AR S     -   593,850.      187,640.      MT  (+/- 180 meters Scaled)
 EK0201
 EK0201                          SUPERSEDED SURVEY CONTROL
 EK0201
 EK0201.No superseded survey control is available for this station.
 EK0201
 EK0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU796064(NAD 83)
 EK0201_MARKER: DB = BENCH MARK DISK
 EK0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0201_STAMPING: S 131 RESET 1964
 EK0201_MARK LOGO: CGS   
 EK0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0201+STABILITY: SURFACE MOTION
 EK0201
 EK0201  HISTORY     - Date     Condition        Report By
 EK0201  HISTORY     - 1964     MONUMENTED       CGS
 EK0201  HISTORY     - 1961     GOOD             NGS
 EK0201  HISTORY     - 1985     GOOD             NGS
 EK0201
 EK0201                          STATION DESCRIPTION
 EK0201
 EK0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EK0201'3.9 MI NE FROM VANDERVOORT.
 EK0201'THE MARK IS LOCATED 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 246
 EK0201'FROM ITS CROSSING WITH THE KANSAS CITY SOUTHERN RAILROAD TRACKS
 EK0201'AT VANDERVOORT, AT THE NORTHEAST CORNER OF A FARMHOUSE, 11 FEET
 EK0201'EAST OF THE CENTERLINE OF THE DRIVE TO THE HOUSE, 100 FEET
 EK0201'NORTHEAST OF THE NORTHEAST CORNER OF THE FRONT PORCH OF THE HOUSE
 EK0201'WITH A GREEN ROOF, 95 FEET NORTHEAST OF THE CENTER OF A WELL,
 EK0201'41 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND 1.5 FEET SOUTH
 EK0201'OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED S 131 RESET
 EK0201'1964, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EK0201
 EK0201                          STATION RECOVERY (1961)
 EK0201
 EK0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0201'RECOVERED IN GOOD CONDITION.
 EK0201
 EK0201                          STATION RECOVERY (1985)
 EK0201
 EK0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0201'RECOVERED IN GOOD CONDITION, NOT LEVELED TO THIS SURVEY, OFF MAIN
 EK0201'LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0193 ***********************************************************************
 EK0193  DESIGNATION -  S 133
 EK0193  PID         -  EK0193
 EK0193  STATE/COUNTY-  AR/POLK
 EK0193  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0193
 EK0193                         *CURRENT SURVEY CONTROL
 EK0193  ___________________________________________________________________
 EK0193* NAD 83(1986)-  34 26 42.     (N)    094 05 51.     (W)     SCALED    
 EK0193* NAVD 88     -       351.883  (meters)    1154.47   (feet)  ADJUSTED  
 EK0193  ___________________________________________________________________
 EK0193  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EK0193  DYNAMIC HT  -         351.510 (meters)    1153.25  (feet)  COMP
 EK0193  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 EK0193
 EK0193  VERT ORDER  -  SECOND    CLASS 0
 EK0193
 EK0193.The horizontal coordinates were scaled from a topographic map and have
 EK0193.an estimated accuracy of +/- 6 seconds.
 EK0193
 EK0193.The orthometric height was determined by differential leveling
 EK0193.and adjusted by the National Geodetic Survey in June 1991..
 EK0193
 EK0193.The geoid height was determined by GEOID03.
 EK0193
 EK0193.The dynamic height is computed by dividing the NAVD 88
 EK0193.geopotential number by the normal gravity value computed on the
 EK0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0193.degrees latitude (g = 980.6199 gals.).
 EK0193
 EK0193.The modeled gravity was interpolated from observed gravity values.
 EK0193
 EK0193;                    North         East    Units  Estimated Accuracy
 EK0193;SPC AR S     -   599,220.      207,260.      MT  (+/- 180 meters Scaled)
 EK0193
 EK0193                          SUPERSEDED SURVEY CONTROL
 EK0193
 EK0193  NGVD 29 (??/??/92)  351.811  (m)         1154.23   (f) ADJ UNCH    2 0
 EK0193
 EK0193.Superseded values are not recommended for survey control.
 EK0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0193.See file dsdata.txt to determine how the superseded data were derived.
 EK0193
 EK0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU991120(NAD 83)
 EK0193_MARKER: DB = BENCH MARK DISK
 EK0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0193_STAMPING: S-133 1935
 EK0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0193+STABILITY: SURFACE MOTION
 EK0193
 EK0193  HISTORY     - Date     Condition        Report By
 EK0193  HISTORY     - 1935     MONUMENTED       CGS
 EK0193  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0193
 EK0193                          STATION DESCRIPTION
 EK0193
 EK0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0193'1.5 MI E FROM SHADY.
 EK0193'1.5 MILES EAST OF, ALONG THE MINE CREEK ROAD, FROM COSSATOT
 EK0193'CREEK HWY. BRIDGE.  AT THE SHADY C.C.C. CAMP CO. 742, 70 FEET
 EK0193'NORTH OF THE MINE CREEK, 45 FEET NORTHEAST OF JUNCTION OF THE
 EK0193'WEST FORK OF Y OF ROAD TO THE CAMP, 24.7 FEET NORTH OF THE ROAD
 EK0193'CENTERLINE, 11.5 FEET NORTH OF THE CAMP MARKER.  TABLET SET
 EK0193'IN PRECAST CONCRETE POST.
 EK0193
 EK0193                          STATION RECOVERY (1961)
 EK0193
 EK0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0058 ***********************************************************************
 EK0058  DESIGNATION -  S 135
 EK0058  PID         -  EK0058
 EK0058  STATE/COUNTY-  AR/POLK
 EK0058  USGS QUAD   -  Y CITY (1975)
 EK0058
 EK0058                         *CURRENT SURVEY CONTROL
 EK0058  ___________________________________________________________________
 EK0058* NAD 83(1986)-  34 39 15.     (N)    094 03 28.     (W)     SCALED    
 EK0058* NAVD 88     -       376.897  (meters)    1236.54   (feet)  ADJUSTED  
 EK0058  ___________________________________________________________________
 EK0058  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 EK0058  DYNAMIC HT  -         376.492 (meters)    1235.21  (feet)  COMP
 EK0058  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 EK0058
 EK0058  VERT ORDER  -  SECOND    CLASS 0
 EK0058
 EK0058.The horizontal coordinates were scaled from a topographic map and have
 EK0058.an estimated accuracy of +/- 6 seconds.
 EK0058
 EK0058.The orthometric height was determined by differential leveling
 EK0058.and adjusted by the National Geodetic Survey in June 1991..
 EK0058
 EK0058.The geoid height was determined by GEOID03.
 EK0058
 EK0058.The dynamic height is computed by dividing the NAVD 88
 EK0058.geopotential number by the normal gravity value computed on the
 EK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0058.degrees latitude (g = 980.6199 gals.).
 EK0058
 EK0058.The modeled gravity was interpolated from observed gravity values.
 EK0058
 EK0058;                    North         East    Units  Estimated Accuracy
 EK0058;SPC AR S     -   622,340.      211,380.      MT  (+/- 180 meters Scaled)
 EK0058
 EK0058                          SUPERSEDED SURVEY CONTROL
 EK0058
 EK0058  NGVD 29 (??/??/92)  376.805  (m)         1236.23   (f) ADJ UNCH    2 0
 EK0058
 EK0058.Superseded values are not recommended for survey control.
 EK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0058.See file dsdata.txt to determine how the superseded data were derived.
 EK0058
 EK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU030352(NAD 83)
 EK0058_MARKER: DB = BENCH MARK DISK
 EK0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0058_STAMPING: S 135 1935
 EK0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0058+STABILITY: SURFACE MOTION
 EK0058
 EK0058  HISTORY     - Date     Condition        Report By
 EK0058  HISTORY     - 1935     MONUMENTED       CGS
 EK0058  HISTORY     - 1961     GOOD             NGS
 EK0058
 EK0058                          STATION DESCRIPTION
 EK0058
 EK0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0058'IN EUREKA.
 EK0058'IN THE TOWN OF EUREKA.  ALONG THE NEW POSEY HOLLOW ROAD, ABOUT
 EK0058'.3 MILE EAST OF SLATY CREEK, 31 FEET SOUTH OF THE ROAD CENTERLINE,
 EK0058'24.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE EUREKA SCHOOL,
 EK0058'8.5 FEET WEST OF A BLAZED OAK TREE 1.9 FT. IN DIAMETER, TABLET
 EK0058'SET IN PRECAST CONCRETE POST.
 EK0058
 EK0058                          STATION RECOVERY (1961)
 EK0058
 EK0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1173 ***********************************************************************
 EJ1173  DESIGNATION -  S 136
 EJ1173  PID         -  EJ1173
 EJ1173  STATE/COUNTY-  AR/CLARK
 EJ1173  USGS QUAD   -  DE GRAY (1976)
 EJ1173
 EJ1173                         *CURRENT SURVEY CONTROL
 EJ1173  ___________________________________________________________________
 EJ1173* NAD 83(1986)-  34 10 34.     (N)    093 12 28.     (W)     SCALED    
 EJ1173* NAVD 88     -       141.853  (meters)     465.40   (feet)  ADJUSTED  
 EJ1173  ___________________________________________________________________
 EJ1173  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EJ1173  DYNAMIC HT  -         141.711 (meters)     464.93  (feet)  COMP
 EJ1173  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 EJ1173
 EJ1173  VERT ORDER  -  SECOND    CLASS 0
 EJ1173
 EJ1173.The horizontal coordinates were scaled from a topographic map and have
 EJ1173.an estimated accuracy of +/- 6 seconds.
 EJ1173
 EJ1173.The orthometric height was determined by differential leveling
 EJ1173.and adjusted by the National Geodetic Survey in June 1991..
 EJ1173
 EJ1173.The geoid height was determined by GEOID03.
 EJ1173
 EJ1173.The dynamic height is computed by dividing the NAVD 88
 EJ1173.geopotential number by the normal gravity value computed on the
 EJ1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1173.degrees latitude (g = 980.6199 gals.).
 EJ1173
 EJ1173.The modeled gravity was interpolated from observed gravity values.
 EJ1173
 EJ1173;                    North         East    Units  Estimated Accuracy
 EJ1173;SPC AR S     -   568,070.      288,660.      MT  (+/- 180 meters Scaled)
 EJ1173
 EJ1173                          SUPERSEDED SURVEY CONTROL
 EJ1173
 EJ1173  NGVD 29 (??/??/92)  141.855  (m)          465.40   (f) ADJ UNCH    2 0
 EJ1173
 EJ1173.Superseded values are not recommended for survey control.
 EJ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1173.See file dsdata.txt to determine how the superseded data were derived.
 EJ1173
 EJ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT808817(NAD 83)
 EJ1173_MARKER: DB = BENCH MARK DISK
 EJ1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1173_STAMPING: S 136 1935
 EJ1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1173+STABILITY: SURFACE MOTION
 EJ1173
 EJ1173  HISTORY     - Date     Condition        Report By
 EJ1173  HISTORY     - 1935     MONUMENTED       CGS
 EJ1173  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1173
 EJ1173                          STATION DESCRIPTION
 EJ1173
 EJ1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1173'11 MI NW FROM ARKADELPHIA.
 EJ1173'ABOUT 11 MILES NORTHWEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 EJ1173'ARKADELPHIA, 270 FEET SOUTHEAST OF THE CENTER OF A CURVE IN THE
 EJ1173'HIGHWAY, 265 FEET WEST OF A GATE TO THE E.A. FRANCIS FARMHOUSE, 183
 EJ1173'FEET NORTHWEST OF THE JUNCTION OF DRIVEWAY TO THE YARD, 46 FEET
 EJ1173'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 29.2 FEET NORTHWEST OF
 EJ1173'A 16-INCH BLAZED OAK TREE.  A STANDARD DISK, STAMPED S 136 1935 AND
 EJ1173'SET IN THE TOP OF A CONCRETE POST.
 EJ1173
 EJ1173                          STATION RECOVERY (1964)
 EJ1173
 EJ1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1188 ***********************************************************************
 EJ1188  DESIGNATION -  S 137
 EJ1188  PID         -  EJ1188
 EJ1188  STATE/COUNTY-  AR/HOT SPRING
 EJ1188  USGS QUAD   -  POINT CEDAR (1976)
 EJ1188
 EJ1188                         *CURRENT SURVEY CONTROL
 EJ1188  ___________________________________________________________________
 EJ1188* NAD 83(1986)-  34 21 02.     (N)    093 18 00.     (W)     SCALED    
 EJ1188* NAVD 88     -       186.765  (meters)     612.74   (feet)  ADJUSTED  
 EJ1188  ___________________________________________________________________
 EJ1188  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EJ1188  DYNAMIC HT  -         186.578 (meters)     612.13  (feet)  COMP
 EJ1188  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 EJ1188
 EJ1188  VERT ORDER  -  SECOND    CLASS 0
 EJ1188
 EJ1188.The horizontal coordinates were scaled from a topographic map and have
 EJ1188.an estimated accuracy of +/- 6 seconds.
 EJ1188
 EJ1188.The orthometric height was determined by differential leveling
 EJ1188.and adjusted by the National Geodetic Survey in June 1991..
 EJ1188
 EJ1188.The geoid height was determined by GEOID03.
 EJ1188
 EJ1188.The dynamic height is computed by dividing the NAVD 88
 EJ1188.geopotential number by the normal gravity value computed on the
 EJ1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1188.degrees latitude (g = 980.6199 gals.).
 EJ1188
 EJ1188.The modeled gravity was interpolated from observed gravity values.
 EJ1188
 EJ1188;                    North         East    Units  Estimated Accuracy
 EJ1188;SPC AR S     -   587,530.      280,410.      MT  (+/- 180 meters Scaled)
 EJ1188
 EJ1188                          SUPERSEDED SURVEY CONTROL
 EJ1188
 EJ1188  NGVD 29 (??/??/92)  186.754  (m)          612.71   (f) ADJ UNCH    2 0
 EJ1188
 EJ1188.Superseded values are not recommended for survey control.
 EJ1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1188.See file dsdata.txt to determine how the superseded data were derived.
 EJ1188
 EJ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU724010(NAD 83)
 EJ1188_MARKER: DB = BENCH MARK DISK
 EJ1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1188_STAMPING: S 137 1935
 EJ1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1188+STABILITY: SURFACE MOTION
 EJ1188
 EJ1188  HISTORY     - Date     Condition        Report By
 EJ1188  HISTORY     - 1935     MONUMENTED       CGS
 EJ1188  HISTORY     - 1965     MARK NOT FOUND   USGS
 EJ1188  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1188
 EJ1188                          STATION DESCRIPTION
 EJ1188
 EJ1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1188'1.9 MI N FROM POINT CEDAR.
 EJ1188'1.9 MILES NORTH ALONG THE ROAD LEADING TO OMA AND PEARCY FROM THE
 EJ1188'CHURCH AT POINT CEDAR, 0.2 MILE WEST OF A CURVE IN THE ROAD AT A MINE,
 EJ1188'220 FEET NORTHWEST OF THE JUNCTION OF A DIM ROAD LEADING SOUTH, 160
 EJ1188'FEET NORTHWEST OF A SMALL STREAM, 75 FEET NORTHWEST OF A DIM ROAD
 EJ1188'LEADING WEST, 30 FEET SOUTHWEST OF A WOOD BRIDGE AT THE JUNCTION OF A
 EJ1188'TRAIL LEADING NORTHWEST UP A HILL, 27 FEET WEST OF THE CENTERLINE OF
 EJ1188'THE ROAD, AND 20 FEET NORTH OF AN 8-INCH BLAZED OAK TREE.  A STANDARD
 EJ1188'DISK, STAMPED S 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1188
 EJ1188                          STATION RECOVERY (1965)
 EJ1188
 EJ1188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ1188'MARK NOT FOUND.
 EJ1188
 EJ1188                          STATION RECOVERY (1998)
 EJ1188
 EJ1188'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1196 ***********************************************************************
 EJ1196  DESIGNATION -  S 138
 EJ1196  PID         -  EJ1196
 EJ1196  STATE/COUNTY-  AR/HOT SPRING
 EJ1196  USGS QUAD   -  BISMARCK (1976)
 EJ1196
 EJ1196                         *CURRENT SURVEY CONTROL
 EJ1196  ___________________________________________________________________
 EJ1196* NAD 83(1986)-  34 18 24.     (N)    093 13 51.     (W)     SCALED    
 EJ1196* NAVD 88     -       159.904  (meters)     524.62   (feet)  ADJUSTED  
 EJ1196  ___________________________________________________________________
 EJ1196  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EJ1196  DYNAMIC HT  -         159.744 (meters)     524.09  (feet)  COMP
 EJ1196  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 EJ1196
 EJ1196  VERT ORDER  -  SECOND    CLASS 0
 EJ1196
 EJ1196.The horizontal coordinates were scaled from a topographic map and have
 EJ1196.an estimated accuracy of +/- 6 seconds.
 EJ1196
 EJ1196.The orthometric height was determined by differential leveling
 EJ1196.and adjusted by the National Geodetic Survey in June 1991..
 EJ1196
 EJ1196.The geoid height was determined by GEOID03.
 EJ1196
 EJ1196.The dynamic height is computed by dividing the NAVD 88
 EJ1196.geopotential number by the normal gravity value computed on the
 EJ1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1196.degrees latitude (g = 980.6199 gals.).
 EJ1196
 EJ1196.The modeled gravity was interpolated from observed gravity values.
 EJ1196
 EJ1196;                    North         East    Units  Estimated Accuracy
 EJ1196;SPC AR S     -   582,580.      286,710.      MT  (+/- 180 meters Scaled)
 EJ1196
 EJ1196                          SUPERSEDED SURVEY CONTROL
 EJ1196
 EJ1196  NGVD 29 (??/??/92)  159.902  (m)          524.61   (f) ADJ UNCH    2 0
 EJ1196
 EJ1196.Superseded values are not recommended for survey control.
 EJ1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1196.See file dsdata.txt to determine how the superseded data were derived.
 EJ1196
 EJ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT787961(NAD 83)
 EJ1196_MARKER: DB = BENCH MARK DISK
 EJ1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1196_STAMPING: S 138 1935
 EJ1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1196+STABILITY: SURFACE MOTION
 EJ1196
 EJ1196  HISTORY     - Date     Condition        Report By
 EJ1196  HISTORY     - 1935     MONUMENTED       CGS
 EJ1196  HISTORY     - 19980425 GOOD             USPSQD
 EJ1196
 EJ1196                          STATION DESCRIPTION
 EJ1196
 EJ1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1196'1.8 MI E FROM BEATON.
 EJ1196'1.8 MILES EAST ALONG THE BEATON-BISMARCK ROAD FROM THE POST OFFICE AT
 EJ1196'BEATON, 0.1 MILE WEST OF A CURVE IN THE ROAD, 165 FEET EAST OF A GATE
 EJ1196'TO THE J. M. PATRICK FARMYARD, 24 FEET SOUTH OF THE CENTERLINE OF THE
 EJ1196'ROAD, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED S 138
 EJ1196'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1196
 EJ1196                          STATION RECOVERY (1998)
 EJ1196
 EJ1196'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1142 ***********************************************************************
 EJ1142  DESIGNATION -  S 139
 EJ1142  PID         -  EJ1142
 EJ1142  STATE/COUNTY-  AR/GARLAND
 EJ1142  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1142
 EJ1142                         *CURRENT SURVEY CONTROL
 EJ1142  ___________________________________________________________________
 EJ1142* NAD 83(1986)-  34 25 17.     (N)    093 05 52.     (W)     SCALED    
 EJ1142* NAVD 88     -       127.728  (meters)     419.05   (feet)  ADJUSTED  
 EJ1142  ___________________________________________________________________
 EJ1142  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ1142  DYNAMIC HT  -         127.603 (meters)     418.64  (feet)  COMP
 EJ1142  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 EJ1142
 EJ1142  VERT ORDER  -  SECOND    CLASS 0
 EJ1142
 EJ1142.The horizontal coordinates were scaled from a topographic map and have
 EJ1142.an estimated accuracy of +/- 6 seconds.
 EJ1142
 EJ1142.The orthometric height was determined by differential leveling
 EJ1142.and adjusted by the National Geodetic Survey in June 1991..
 EJ1142
 EJ1142.The geoid height was determined by GEOID03.
 EJ1142
 EJ1142.The dynamic height is computed by dividing the NAVD 88
 EJ1142.geopotential number by the normal gravity value computed on the
 EJ1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1142.degrees latitude (g = 980.6199 gals.).
 EJ1142
 EJ1142.The modeled gravity was interpolated from observed gravity values.
 EJ1142
 EJ1142;                    North         East    Units  Estimated Accuracy
 EJ1142;SPC AR S     -   595,160.      299,090.      MT  (+/- 180 meters Scaled)
 EJ1142
 EJ1142                          SUPERSEDED SURVEY CONTROL
 EJ1142
 EJ1142  NGVD 29 (??/??/92)  127.73   (m)          419.1    (f) COMPUTED    2 0
 EJ1142
 EJ1142.Superseded values are not recommended for survey control.
 EJ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1142.See file dsdata.txt to determine how the superseded data were derived.
 EJ1142
 EJ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU910088(NAD 83)
 EJ1142_MARKER: DB = BENCH MARK DISK
 EJ1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1142_SP_SET: CULVERT
 EJ1142_STAMPING: S 139 1935
 EJ1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1142
 EJ1142  HISTORY     - Date     Condition        Report By
 EJ1142  HISTORY     - 1935     MONUMENTED       CGS
 EJ1142
 EJ1142                          STATION DESCRIPTION
 EJ1142
 EJ1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1142'7.8 MI SW FROM HOT SPRINGS.
 EJ1142'7.8 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE MISSOURI PACIFIC
 EJ1142'RAILROAD STATION AT HOT SPRINGS, 1.4 MILES SOUTH OF LAKE HAMILTON, 435
 EJ1142'FEET SOUTH OF THE G. H. PHARR SERVICE STATION AT THE WEST SIDE OF A
 EJ1142'CURVE IN THE HIGHWAY, 14 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 EJ1142'AND IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A DOUBLE 6- X
 EJ1142'8-FOOT CONCRETE BOX CULVERT.  A STANDARD DISK, STAMPED S 139 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1536 ***********************************************************************
 EH1536  DESIGNATION -  S 14
 EH1536  PID         -  EH1536
 EH1536  STATE/COUNTY-  AR/LINCOLN
 EH1536  USGS QUAD   -  GRADY (1975)
 EH1536
 EH1536                         *CURRENT SURVEY CONTROL
 EH1536  ___________________________________________________________________
 EH1536* NAD 83(1986)-  34 03 24.     (N)    091 39 14.     (W)     SCALED    
 EH1536* NAVD 88     -        54.907  (meters)     180.14   (feet)  ADJUSTED  
 EH1536  ___________________________________________________________________
 EH1536  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH1536  DYNAMIC HT  -          54.853 (meters)     179.96  (feet)  COMP
 EH1536  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 EH1536
 EH1536  VERT ORDER  -  FIRST     CLASS II
 EH1536
 EH1536.The horizontal coordinates were scaled from a topographic map and have
 EH1536.an estimated accuracy of +/- 6 seconds.
 EH1536
 EH1536.The orthometric height was determined by differential leveling
 EH1536.and adjusted by the National Geodetic Survey in June 1991..
 EH1536.WARNING-Repeat measurements at this control monument indicate possible
 EH1536.vertical movement.
 EH1536
 EH1536.The geoid height was determined by GEOID03.
 EH1536
 EH1536.The dynamic height is computed by dividing the NAVD 88
 EH1536.geopotential number by the normal gravity value computed on the
 EH1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1536.degrees latitude (g = 980.6199 gals.).
 EH1536
 EH1536.The modeled gravity was interpolated from observed gravity values.
 EH1536
 EH1536;                    North         East    Units  Estimated Accuracy
 EH1536;SPC AR S     -   554,220.      431,950.      MT  (+/- 180 meters Scaled)
 EH1536
 EH1536                          SUPERSEDED SURVEY CONTROL
 EH1536
 EH1536  NGVD 29 (??/??/??)   55.041  (m)          180.58   (f) ADJUSTED    1 2
 EH1536
 EH1536.Superseded values are not recommended for survey control.
 EH1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1536.See file dsdata.txt to determine how the superseded data were derived.
 EH1536
 EH1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT242692(NAD 83)
 EH1536_MARKER: DB = BENCH MARK DISK
 EH1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1536_STAMPING: S 14 1932
 EH1536_MARK LOGO: CGS   
 EH1536_PROJECTION: PROJECTING 9 CENTIMETERS
 EH1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1536+STABILITY: SURFACE MOTION
 EH1536
 EH1536  HISTORY     - Date     Condition        Report By
 EH1536  HISTORY     - 1932     MONUMENTED       CGS
 EH1536  HISTORY     - 1938     GOOD             CGS
 EH1536  HISTORY     - 1984     GOOD             NGS
 EH1536  HISTORY     - 1988     GOOD             USPSQD
 EH1536  HISTORY     - 1989     GOOD             USPSQD
 EH1536  HISTORY     - 1990     GOOD             USPSQD
 EH1536
 EH1536                          STATION DESCRIPTION
 EH1536
 EH1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1536'3 MI SE FROM VARNER.
 EH1536'STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED ON THE NORTH
 EH1536'ROW OF MO. PAC. R.R. 22 1/2 POLES SE OF MILE POST 418.  29 FEET WEST
 EH1536'OF THE CENTER OF A GRADE CROSSING.  48 FEET NORTH OF THE CENTER LINE
 EH1536'OF THE TRACK.  4 FEET WEST OF A FENCE CORNER.
 EH1536
 EH1536                          STATION RECOVERY (1984)
 EH1536
 EH1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1536'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.8 KM
 EH1536'(3.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 EH1536'GRADY, AT A PRIVATE ROAD CROSSING THE MISSOURI PACIFIC RAILROAD,
 EH1536'18.60 METERS (61.0 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 EH1536'11.27 METERS (37.0 FT) NORTHEAST OF THE NORTHEAST RAIL, 8.53 METERS
 EH1536'(28.0 FT) NORTHWEST OF THE CENTER OF THE PRIVATE ROAD CROSSING THE
 EH1536'RAILROAD, 4.87 METERS (16.0 FT) WEST OF THE NORTHWEST END OF A ROUND
 EH1536'CONCRETE CULVERT UNDER THE PRIVATE ROAD, AND 0.18 METERS (0.6 FT)
 EH1536'SOUTHWEST OF A WITNESS POST.  NOTE, TWO WITNESS POSTS SET NEAR THIS
 EH1536'MARK ON THIS DATE.
 EH1536'THE MARK IS 0.18 METERS  N FROM A WITNESS POST.
 EH1536'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EH1536
 EH1536                          STATION RECOVERY (1988)
 EH1536
 EH1536'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH1536'RECOVERED IN GOOD CONDITION.
 EH1536
 EH1536                          STATION RECOVERY (1989)
 EH1536
 EH1536'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH1536'RECOVERED IN GOOD CONDITION.
 EH1536
 EH1536                          STATION RECOVERY (1990)
 EH1536
 EH1536'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH1536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1185 ***********************************************************************
 EJ1185  DESIGNATION -  S 140
 EJ1185  PID         -  EJ1185
 EJ1185  STATE/COUNTY-  AR/HOT SPRING
 EJ1185  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1185
 EJ1185                         *CURRENT SURVEY CONTROL
 EJ1185  ___________________________________________________________________
 EJ1185* NAD 83(1986)-  34 22 56.     (N)    093 00 39.     (W)     SCALED    
 EJ1185* NAVD 88     -       229.026  (meters)     751.40   (feet)  ADJUSTED  
 EJ1185  ___________________________________________________________________
 EJ1185  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EJ1185  DYNAMIC HT  -         228.799 (meters)     750.65  (feet)  COMP
 EJ1185  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 EJ1185
 EJ1185  VERT ORDER  -  SECOND    CLASS 0
 EJ1185
 EJ1185.The horizontal coordinates were scaled from a topographic map and have
 EJ1185.an estimated accuracy of +/- 6 seconds.
 EJ1185
 EJ1185.The orthometric height was determined by differential leveling
 EJ1185.and adjusted by the National Geodetic Survey in June 1991..
 EJ1185
 EJ1185.The geoid height was determined by GEOID03.
 EJ1185
 EJ1185.The dynamic height is computed by dividing the NAVD 88
 EJ1185.geopotential number by the normal gravity value computed on the
 EJ1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1185.degrees latitude (g = 980.6199 gals.).
 EJ1185
 EJ1185.The modeled gravity was interpolated from observed gravity values.
 EJ1185
 EJ1185;                    North         East    Units  Estimated Accuracy
 EJ1185;SPC AR S     -   590,740.      307,040.      MT  (+/- 180 meters Scaled)
 EJ1185
 EJ1185                          SUPERSEDED SURVEY CONTROL
 EJ1185
 EJ1185  NGVD 29 (??/??/92)  229.027  (m)          751.40   (f) ADJ UNCH    2 0
 EJ1185
 EJ1185.Superseded values are not recommended for survey control.
 EJ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1185.See file dsdata.txt to determine how the superseded data were derived.
 EJ1185
 EJ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU990045(NAD 83)
 EJ1185_MARKER: DB = BENCH MARK DISK
 EJ1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1185_STAMPING: S 140 1935
 EJ1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1185+STABILITY: SURFACE MOTION
 EJ1185
 EJ1185  HISTORY     - Date     Condition        Report By
 EJ1185  HISTORY     - 1935     MONUMENTED       CGS
 EJ1185
 EJ1185                          STATION DESCRIPTION
 EJ1185
 EJ1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1185'8.1 MI NW FROM SOCIAL HILL.
 EJ1185'8.1 MILES NORTHWEST ALONG THE SOCIAL HILL-HOT SPRINGS ROAD FROM THE
 EJ1185'R.J. HODGES RESIDENCE AT SOCIAL HILL, 0.7 MILE NORTHWEST OF THE
 EJ1185'JUNCTION OF A ROAD LEADING SOUTHEAST, AT THE SUMMIT OF A RIDGE, 32
 EJ1185'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 15 FEET EAST OF AN 8-INCH
 EJ1185'BLAZED OAK TREE.  A STANDARD DISK, STAMPED S 140 1935 AND SET IN THE
 EJ1185'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1443 ***********************************************************************
 FG1443  DESIGNATION -  S 141
 FG1443  PID         -  FG1443
 FG1443  STATE/COUNTY-  AR/JOHNSON
 FG1443  USGS QUAD   -  YALE (1973)
 FG1443
 FG1443                         *CURRENT SURVEY CONTROL
 FG1443  ___________________________________________________________________
 FG1443* NAD 83(1986)-  35 40 21.     (N)    093 38 15.     (W)     SCALED    
 FG1443* NAVD 88     -       276.938  (meters)     908.59   (feet)  ADJUSTED  
 FG1443  ___________________________________________________________________
 FG1443  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FG1443  DYNAMIC HT  -         276.678 (meters)     907.73  (feet)  COMP
 FG1443  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 FG1443
 FG1443  VERT ORDER  -  SECOND    CLASS 0
 FG1443
 FG1443.The horizontal coordinates were scaled from a topographic map and have
 FG1443.an estimated accuracy of +/- 6 seconds.
 FG1443
 FG1443.The orthometric height was determined by differential leveling
 FG1443.and adjusted by the National Geodetic Survey in June 1991..
 FG1443
 FG1443.The geoid height was determined by GEOID03.
 FG1443
 FG1443.The dynamic height is computed by dividing the NAVD 88
 FG1443.geopotential number by the normal gravity value computed on the
 FG1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1443.degrees latitude (g = 980.6199 gals.).
 FG1443
 FG1443.The modeled gravity was interpolated from observed gravity values.
 FG1443
 FG1443;                    North         East    Units  Estimated Accuracy
 FG1443;SPC AR N     -   149,800.      251,770.      MT  (+/- 180 meters Scaled)
 FG1443
 FG1443                          SUPERSEDED SURVEY CONTROL
 FG1443
 FG1443  NGVD 29 (??/??/92)  276.874  (m)          908.38   (f) ADJ UNCH    2 0
 FG1443
 FG1443.Superseded values are not recommended for survey control.
 FG1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1443.See file dsdata.txt to determine how the superseded data were derived.
 FG1443
 FG1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV423478(NAD 83)
 FG1443_MARKER: DB = BENCH MARK DISK
 FG1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1443_STAMPING: S 141 1935
 FG1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1443+STABILITY: SURFACE MOTION
 FG1443
 FG1443  HISTORY     - Date     Condition        Report By
 FG1443  HISTORY     - 1935     MONUMENTED       CGS
 FG1443  HISTORY     - 1935     GOOD             NGS
 FG1443  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1443
 FG1443                          STATION DESCRIPTION
 FG1443
 FG1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1443'0.6 MI E FROM YALE.
 FG1443'0.6 MILE EAST ALONG THE TAFT-OARK ROAD FROM THE SCHOOL AT YALE,
 FG1443'JOHNSON COUNTY, AT THE JUNCTION OF THE BATSON ROAD, 110 FEET SOUTHEAST
 FG1443'OF THE SOUTH SIDE OF A FORD AT THE JUNCTION, 63 FEET SOUTH OF THE
 FG1443'SOUTH BANK OF MULBERRY CREEK, 26 FEET WEST OF AN 18-INCH GUM TREE, AND
 FG1443'1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED S 141 1935 AND SET
 FG1443'IN THE TOP OF A CONCRETE POST.
 FG1443
 FG1443                          STATION RECOVERY (1973)
 FG1443
 FG1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0984 ***********************************************************************
 FG0984  DESIGNATION -  S 142
 FG0984  PID         -  FG0984
 FG0984  STATE/COUNTY-  AR/JOHNSON
 FG0984  USGS QUAD   -  OZONE (1980)
 FG0984
 FG0984                         *CURRENT SURVEY CONTROL
 FG0984  ___________________________________________________________________
 FG0984* NAD 83(1986)-  35 38 32.     (N)    093 28 31.     (W)     SCALED    
 FG0984* NAVD 88     -       602.493  (meters)    1976.68   (feet)  ADJUSTED  
 FG0984  ___________________________________________________________________
 FG0984  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FG0984  DYNAMIC HT  -         601.915 (meters)    1974.78  (feet)  COMP
 FG0984  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 FG0984
 FG0984  VERT ORDER  -  SECOND    CLASS 0
 FG0984
 FG0984.The horizontal coordinates were scaled from a topographic map and have
 FG0984.an estimated accuracy of +/- 6 seconds.
 FG0984
 FG0984.The orthometric height was determined by differential leveling
 FG0984.and adjusted by the National Geodetic Survey in June 1991..
 FG0984
 FG0984.The geoid height was determined by GEOID03.
 FG0984
 FG0984.The dynamic height is computed by dividing the NAVD 88
 FG0984.geopotential number by the normal gravity value computed on the
 FG0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0984.degrees latitude (g = 980.6199 gals.).
 FG0984
 FG0984.The modeled gravity was interpolated from observed gravity values.
 FG0984
 FG0984;                    North         East    Units  Estimated Accuracy
 FG0984;SPC AR N     -   146,210.      266,400.      MT  (+/- 180 meters Scaled)
 FG0984
 FG0984                          SUPERSEDED SURVEY CONTROL
 FG0984
 FG0984  NGVD 29 (??/??/92)  602.459  (m)         1976.57   (f) ADJ UNCH    2 0
 FG0984
 FG0984.Superseded values are not recommended for survey control.
 FG0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0984.See file dsdata.txt to determine how the superseded data were derived.
 FG0984
 FG0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV569443(NAD 83)
 FG0984_MARKER: DB = BENCH MARK DISK
 FG0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0984_STAMPING: S 142 1935
 FG0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0984+STABILITY: SURFACE MOTION
 FG0984
 FG0984  HISTORY     - Date     Condition        Report By
 FG0984  HISTORY     - 1935     MONUMENTED       CGS
 FG0984
 FG0984                          STATION DESCRIPTION
 FG0984
 FG0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0984'1.9 MI W FROM OZONE.
 FG0984'1.9 MILES WEST ALONG THE OZONE-BATSON ROAD FROM CEDAR PARK CAMP GROUND
 FG0984'AT OZONE, JOHNSON COUNTY, 150 FEET SOUTHEAST OF THE FRED AUSTIN LOG
 FG0984'FARMHOUSE, 42 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 FG0984'LEADING SOUTH, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 175 FEET
 FG0984'WEST OF A BARN, 18 FEET SOUTH OF A NORTHEAST FENCE CORNER, AND 2 FEET
 FG0984'EAST OF A FENCE.  A STANDARD DISK, STAMPED S 142 1935 AND SET IN THE
 FG0984'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0539 ***********************************************************************
 GF0539  DESIGNATION -  S 143
 GF0539  PID         -  GF0539
 GF0539  STATE/COUNTY-  AR/MADISON
 GF0539  USGS QUAD   -  FORUM (1973)
 GF0539
 GF0539                         *CURRENT SURVEY CONTROL
 GF0539  ___________________________________________________________________
 GF0539* NAD 83(1986)-  36 08 10.     (N)    093 38 56.     (W)     SCALED    
 GF0539* NAVD 88     -       454.169  (meters)    1490.05   (feet)  ADJUSTED  
 GF0539  ___________________________________________________________________
 GF0539  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0539  DYNAMIC HT  -         453.756 (meters)    1488.70  (feet)  COMP
 GF0539  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 GF0539
 GF0539  VERT ORDER  -  SECOND    CLASS 0
 GF0539
 GF0539.The horizontal coordinates were scaled from a topographic map and have
 GF0539.an estimated accuracy of +/- 6 seconds.
 GF0539
 GF0539.The orthometric height was determined by differential leveling
 GF0539.and adjusted by the National Geodetic Survey in June 1991..
 GF0539
 GF0539.The geoid height was determined by GEOID03.
 GF0539
 GF0539.The dynamic height is computed by dividing the NAVD 88
 GF0539.geopotential number by the normal gravity value computed on the
 GF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0539.degrees latitude (g = 980.6199 gals.).
 GF0539
 GF0539.The modeled gravity was interpolated from observed gravity values.
 GF0539
 GF0539;                    North         East    Units  Estimated Accuracy
 GF0539;SPC AR N     -   201,250.      251,600.      MT  (+/- 180 meters Scaled)
 GF0539
 GF0539                          SUPERSEDED SURVEY CONTROL
 GF0539
 GF0539  NGVD 29 (??/??/92)  454.042  (m)         1489.64   (f) ADJ UNCH    2 0
 GF0539
 GF0539.Superseded values are not recommended for survey control.
 GF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0539.See file dsdata.txt to determine how the superseded data were derived.
 GF0539
 GF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV416992(NAD 83)
 GF0539_MARKER: DB = BENCH MARK DISK
 GF0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0539_STAMPING: S 143 1935
 GF0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0539+STABILITY: SURFACE MOTION
 GF0539
 GF0539  HISTORY     - Date     Condition        Report By
 GF0539  HISTORY     - 1935     MONUMENTED       CGS
 GF0539  HISTORY     - 1973     MARK NOT FOUND   USGS
 GF0539  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GF0539
 GF0539                          STATION DESCRIPTION
 GF0539
 GF0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0539'4.3 MI W FROM MARBLE.
 GF0539'4.3 MILES WEST ALONG STATE HIGHWAY 68 FROM MARBLE HOTEL AT
 GF0539'MARBLE, MADISON COUNTY, 200 FEET NORTH OF A SMALL VALLEY, 175
 GF0539'FEET EAST OF THE NORTHEAST CORNER OF A VACANT FARMHOUSE ON THE
 GF0539'RAY MONTGOMERY FARM, 44 FEET SOUTH OF THE CENTERLINE OF THE
 GF0539'HIGHWAY, 30 FEET SOUTH OF THE NORTHEAST CORNER OF A GARDEN
 GF0539'FENCE, 10 FEET SOUTH OF A 20-INCH OAK STUMP, AND 2 FEET EAST OF
 GF0539'A FENCE.  A STANDARD DISK, STAMPED S 143 1935 AND SET IN THE
 GF0539'TOP OF A CONCRETE POST.
 GF0539
 GF0539                          STATION RECOVERY (1973)
 GF0539
 GF0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GF0539'MARK NOT FOUND.
 GF0539
 GF0539                          STATION RECOVERY (1989)
 GF0539
 GF0539'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 GF0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0548 ***********************************************************************
 GF0548  DESIGNATION -  S 144
 GF0548  PID         -  GF0548
 GF0548  STATE/COUNTY-  AR/MADISON
 GF0548  USGS QUAD   -  KINGSTON (1973)
 GF0548
 GF0548                         *CURRENT SURVEY CONTROL
 GF0548  ___________________________________________________________________
 GF0548* NAD 83(1986)-  36 01 44.     (N)    093 36 12.     (W)     SCALED    
 GF0548* NAVD 88     -       443.663  (meters)    1455.58   (feet)  ADJUSTED  
 GF0548  ___________________________________________________________________
 GF0548  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GF0548  DYNAMIC HT  -         443.252 (meters)    1454.24  (feet)  COMP
 GF0548  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 GF0548
 GF0548  VERT ORDER  -  SECOND    CLASS 0
 GF0548
 GF0548.The horizontal coordinates were scaled from a topographic map and have
 GF0548.an estimated accuracy of +/- 6 seconds.
 GF0548
 GF0548.The orthometric height was determined by differential leveling
 GF0548.and adjusted by the National Geodetic Survey in June 1991..
 GF0548
 GF0548.The geoid height was determined by GEOID03.
 GF0548
 GF0548.The dynamic height is computed by dividing the NAVD 88
 GF0548.geopotential number by the normal gravity value computed on the
 GF0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0548.degrees latitude (g = 980.6199 gals.).
 GF0548
 GF0548.The modeled gravity was interpolated from observed gravity values.
 GF0548
 GF0548;                    North         East    Units  Estimated Accuracy
 GF0548;SPC AR N     -   189,290.      255,500.      MT  (+/- 180 meters Scaled)
 GF0548
 GF0548                          SUPERSEDED SURVEY CONTROL
 GF0548
 GF0548  NGVD 29 (??/??/92)  443.540  (m)         1455.18   (f) ADJ UNCH    2 0
 GF0548
 GF0548.Superseded values are not recommended for survey control.
 GF0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0548.See file dsdata.txt to determine how the superseded data were derived.
 GF0548
 GF0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV456873(NAD 83)
 GF0548_MARKER: DB = BENCH MARK DISK
 GF0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0548_STAMPING: S 144 1935
 GF0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0548+STABILITY: SURFACE MOTION
 GF0548
 GF0548  HISTORY     - Date     Condition        Report By
 GF0548  HISTORY     - 1935     MONUMENTED       CGS
 GF0548  HISTORY     - 1987     GOOD             USPSQD
 GF0548  HISTORY     - 1989     GOOD             USPSQD
 GF0548
 GF0548                          STATION DESCRIPTION
 GF0548
 GF0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0548'4.2 MI W FROM LOY.
 GF0548'4.2 MILES WEST ALONG THE LOY-HUNTSVILLE ROAD FROM THE POST
 GF0548'OFFICE AT LOY, MADISON COUNTY, 0.2 MILE EAST OF WHARTON POST
 GF0548'OFFICE, AT THE UPPER WHARTON SCHOOL, 145 FEET EAST OF THE
 GF0548'CENTERLINE OF THE ROAD, 102 FEET NORTH OF THE NORTHEAST CORNER
 GF0548'OF THE SCHOOLHOUSE, 44 FEET SOUTH OF THE SOUTH BANK OF WHARTON
 GF0548'CREEK, 23 FEET SOUTH OF A 24-INCH OAK TREE AT THE NORTHWEST
 GF0548'CORNER OF A FENCE, AND 2 FEET WEST OF A FENCE.  A STANDARD
 GF0548'DISK, STAMPED S 144 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0548
 GF0548                          STATION RECOVERY (1987)
 GF0548
 GF0548'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0548'RECOVERED IN GOOD CONDITION.
 GF0548
 GF0548                          STATION RECOVERY (1989)
 GF0548
 GF0548'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 GF0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0676 ***********************************************************************
 FG0676  DESIGNATION -  S 148
 FG0676  PID         -  FG0676
 FG0676  STATE/COUNTY-  AR/VAN BUREN
 FG0676  USGS QUAD   -  REX (1965)
 FG0676
 FG0676                         *CURRENT SURVEY CONTROL
 FG0676  ___________________________________________________________________
 FG0676* NAD 83(1986)-  35 30 58.     (N)    092 43 50.     (W)     SCALED    
 FG0676* NAVD 88     -       277.959  (meters)     911.94   (feet)  ADJUSTED  
 FG0676  ___________________________________________________________________
 FG0676  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FG0676  DYNAMIC HT  -         277.690 (meters)     911.05  (feet)  COMP
 FG0676  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 FG0676
 FG0676  VERT ORDER  -  SECOND    CLASS 0
 FG0676
 FG0676.The horizontal coordinates were scaled from a topographic map and have
 FG0676.an estimated accuracy of +/- 6 seconds.
 FG0676
 FG0676.The orthometric height was determined by differential leveling
 FG0676.and adjusted by the National Geodetic Survey in June 1991..
 FG0676
 FG0676.The geoid height was determined by GEOID03.
 FG0676
 FG0676.The dynamic height is computed by dividing the NAVD 88
 FG0676.geopotential number by the normal gravity value computed on the
 FG0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0676.degrees latitude (g = 980.6199 gals.).
 FG0676
 FG0676.The modeled gravity was interpolated from observed gravity values.
 FG0676
 FG0676;                    North         East    Units  Estimated Accuracy
 FG0676;SPC AR N     -   131,470.      333,740.      MT  (+/- 180 meters Scaled)
 FG0676
 FG0676                          SUPERSEDED SURVEY CONTROL
 FG0676
 FG0676  NGVD 29 (??/??/92)  277.924  (m)          911.82   (f) ADJ UNCH    2 0
 FG0676
 FG0676.Superseded values are not recommended for survey control.
 FG0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0676.See file dsdata.txt to determine how the superseded data were derived.
 FG0676
 FG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV244303(NAD 83)
 FG0676_MARKER: DB = BENCH MARK DISK
 FG0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0676_STAMPING: S 148 1935
 FG0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0676+STABILITY: SURFACE MOTION
 FG0676
 FG0676  HISTORY     - Date     Condition        Report By
 FG0676  HISTORY     - 1935     MONUMENTED       CGS
 FG0676
 FG0676                          STATION DESCRIPTION
 FG0676
 FG0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0676'8.7 MI NW FROM CLEVELAND.
 FG0676'IN VAN BUREN COUNTY, 8.7 MILES NORTHWEST ALONG THE LOST CORNER ROAD
 FG0676'FROM THE POST OFFICE AT CLEVELAND, CONWAY COUNTY, 0.3 MILE NORTH OF
 FG0676'THE JESS KINCANNON FARMHOUSE, 34 FEET EAST OF THE JUNCTION OF A ROAD
 FG0676'LEADING EAST, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, 24 FEET
 FG0676'SOUTH OF THE ROAD LEADING EAST, 56 FEET EAST OF A NORTHEAST FENCE
 FG0676'CORNER, AND 2 1/2 FEET SOUTH OF A 6-INCH PINE TREE.  A STANDARD DISK,
 FG0676'STAMPED S 148 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0603 ***********************************************************************
 FG0603  DESIGNATION -  S 149
 FG0603  PID         -  FG0603
 FG0603  STATE/COUNTY-  AR/SEARCY
 FG0603  USGS QUAD   -  CANAAN (1980)
 FG0603
 FG0603                         *CURRENT SURVEY CONTROL
 FG0603  ___________________________________________________________________
 FG0603* NAD 83(1986)-  35 52 00.     (N)    092 44 36.     (W)     SCALED    
 FG0603* NAVD 88     -       243.679  (meters)     799.47   (feet)  ADJUSTED  
 FG0603  ___________________________________________________________________
 FG0603  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0603  DYNAMIC HT  -         243.457 (meters)     798.74  (feet)  COMP
 FG0603  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FG0603
 FG0603  VERT ORDER  -  SECOND    CLASS 0
 FG0603
 FG0603.The horizontal coordinates were scaled from a topographic map and have
 FG0603.an estimated accuracy of +/- 6 seconds.
 FG0603
 FG0603.The orthometric height was determined by differential leveling
 FG0603.and adjusted by the National Geodetic Survey in June 1991..
 FG0603
 FG0603.The geoid height was determined by GEOID03.
 FG0603
 FG0603.The dynamic height is computed by dividing the NAVD 88
 FG0603.geopotential number by the normal gravity value computed on the
 FG0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0603.degrees latitude (g = 980.6199 gals.).
 FG0603
 FG0603.The modeled gravity was interpolated from observed gravity values.
 FG0603
 FG0603;                    North         East    Units  Estimated Accuracy
 FG0603;SPC AR N     -   170,370.      332,870.      MT  (+/- 180 meters Scaled)
 FG0603
 FG0603                          SUPERSEDED SURVEY CONTROL
 FG0603
 FG0603  NGVD 29 (??/??/92)  243.575  (m)          799.13   (f) ADJ UNCH    2 0
 FG0603
 FG0603.Superseded values are not recommended for survey control.
 FG0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0603.See file dsdata.txt to determine how the superseded data were derived.
 FG0603
 FG0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV231691(NAD 83)
 FG0603_MARKER: DB = BENCH MARK DISK
 FG0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0603_STAMPING: S 149 1935
 FG0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0603+STABILITY: SURFACE MOTION
 FG0603
 FG0603  HISTORY     - Date     Condition        Report By
 FG0603  HISTORY     - 1935     MONUMENTED       CGS
 FG0603
 FG0603                          STATION DESCRIPTION
 FG0603
 FG0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0603'3.0 MI E FROM BEAR CREEK.
 FG0603'3.0 MILES EAST ALONG STATE HIGHWAY 27 FROM BEAR CREEK, SEARCY COUNTY,
 FG0603'300 FEET EAST OF THE SOUTHWEST CORNER OF THE RUFUS HORTON HOUSE ON THE
 FG0603'HENSLEY FARM, 99 FEET EAST OF A STONE BRIDGE, 35 FEET SOUTHEAST OF THE
 FG0603'CENTERLINE OF THE HIGHWAY, 88 FEET SOUTHEAST OF A 42-INCH WALNUT TREE,
 FG0603'20 FEET SOUTH OF A SOUTHWEST FENCE CORNER, AND 2 1/2 FEET WEST OF A
 FG0603'STONE WALL FENCE.  A STANDARD DISK, STAMPED S 149 1935 AND SET IN THE
 FG0603'TOP OF A CONCRTE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0520 ***********************************************************************
 FF0520  DESIGNATION -  S 15
 FF0520  PID         -  FF0520
 FF0520  STATE/COUNTY-  AR/ST FRANCIS
 FF0520  USGS QUAD   -  WYNNE (1992)
 FF0520
 FF0520                         *CURRENT SURVEY CONTROL
 FF0520  ___________________________________________________________________
 FF0520* NAD 83(1986)-  35 07 57.     (N)    090 48 44.     (W)     SCALED    
 FF0520* NAVD 88     -        76.274  (meters)     250.24   (feet)  ADJUSTED  
 FF0520  ___________________________________________________________________
 FF0520  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FF0520  DYNAMIC HT  -          76.205 (meters)     250.02  (feet)  COMP
 FF0520  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 FF0520
 FF0520  VERT ORDER  -  FIRST     CLASS II
 FF0520
 FF0520.The horizontal coordinates were scaled from a topographic map and have
 FF0520.an estimated accuracy of +/- 6 seconds.
 FF0520
 FF0520.The orthometric height was determined by differential leveling
 FF0520.and adjusted by the National Geodetic Survey in June 1991..
 FF0520.WARNING-Repeat measurements at this control monument indicate possible
 FF0520.vertical movement.
 FF0520
 FF0520.The geoid height was determined by GEOID03.
 FF0520
 FF0520.The dynamic height is computed by dividing the NAVD 88
 FF0520.geopotential number by the normal gravity value computed on the
 FF0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0520.degrees latitude (g = 980.6199 gals.).
 FF0520
 FF0520.The modeled gravity was interpolated from observed gravity values.
 FF0520
 FF0520;                    North         East    Units  Estimated Accuracy
 FF0520;SPC AR N     -    89,310.      508,250.      MT  (+/- 180 meters Scaled)
 FF0520
 FF0520                          SUPERSEDED SURVEY CONTROL
 FF0520
 FF0520  NGVD 29 (??/??/??)   76.247  (m)          250.15   (f) ADJUSTED    1 2
 FF0520
 FF0520.Superseded values are not recommended for survey control.
 FF0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0520.See file dsdata.txt to determine how the superseded data were derived.
 FF0520
 FF0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU993899(NAD 83)
 FF0520_MARKER: DB = BENCH MARK DISK
 FF0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0520_STAMPING: 250.101 S 15 1932
 FF0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0520+STABILITY: SURFACE MOTION
 FF0520
 FF0520  HISTORY     - Date     Condition        Report By
 FF0520  HISTORY     - 1932     MONUMENTED       CGS
 FF0520  HISTORY     - 1956     GOOD             CGS
 FF0520  HISTORY     - 1957     GOOD             USGS
 FF0520  HISTORY     - 20030602 MARK NOT FOUND   USACE
 FF0520
 FF0520                          STATION DESCRIPTION
 FF0520
 FF0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0520'AT COLT.
 FF0520'AT COLT, ALONG THE MISSOURI PACIFIC RAILROAD, ACROSS TRACK FROM
 FF0520'A POINT BETWEEN TELEPHONE POLES 286/24 AND 286/25, 48 FEET WEST OF
 FF0520'WEST RAIL, 216 FEET NORTH-NORTHWEST OF CENTER OF CROSSING OF
 FF0520'GRAVEL ROAD, 7.3 FEET SOUTH OF TELEPHONE POLE NO. 1804 (THE SECOND
 FF0520'POLE NORTH OF CROSSING), 203 FEET NORTH OF CENTER LINE OF ROAD,
 FF0520'110 1/2 FEET NORTH OF TELEPHONE POLE NO. 1805 (THE FIRST POLE NORTH
 FF0520'OF CROSSING), ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FF0520'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0520
 FF0520                          STATION RECOVERY (1957)
 FF0520
 FF0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FF0520'RECOVERED IN GOOD CONDITION.
 FF0520
 FF0520                          STATION RECOVERY (2003)
 FF0520
 FF0520'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0617 ***********************************************************************
 FG0617  DESIGNATION -  S 150
 FG0617  PID         -  FG0617
 FG0617  STATE/COUNTY-  AR/SEARCY
 FG0617  USGS QUAD   -  CANAAN (1980)
 FG0617
 FG0617                         *CURRENT SURVEY CONTROL
 FG0617  ___________________________________________________________________
 FG0617* NAD 83(1986)-  35 48 26.     (N)    092 40 49.     (W)     SCALED    
 FG0617* NAVD 88     -       398.571  (meters)    1307.64   (feet)  ADJUSTED  
 FG0617  ___________________________________________________________________
 FG0617  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0617  DYNAMIC HT  -         398.200 (meters)    1306.43  (feet)  COMP
 FG0617  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 FG0617
 FG0617  VERT ORDER  -  SECOND    CLASS 0
 FG0617
 FG0617.The horizontal coordinates were scaled from a topographic map and have
 FG0617.an estimated accuracy of +/- 6 seconds.
 FG0617
 FG0617.The orthometric height was determined by differential leveling
 FG0617.and adjusted by the National Geodetic Survey in June 1991..
 FG0617
 FG0617.The geoid height was determined by GEOID03.
 FG0617
 FG0617.The dynamic height is computed by dividing the NAVD 88
 FG0617.geopotential number by the normal gravity value computed on the
 FG0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0617.degrees latitude (g = 980.6199 gals.).
 FG0617
 FG0617.The modeled gravity was interpolated from observed gravity values.
 FG0617
 FG0617;                    North         East    Units  Estimated Accuracy
 FG0617;SPC AR N     -   163,730.      338,520.      MT  (+/- 180 meters Scaled)
 FG0617
 FG0617                          SUPERSEDED SURVEY CONTROL
 FG0617
 FG0617  NGVD 29 (??/??/92)  398.466  (m)         1307.30   (f) ADJ UNCH    2 0
 FG0617
 FG0617.Superseded values are not recommended for survey control.
 FG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0617.See file dsdata.txt to determine how the superseded data were derived.
 FG0617
 FG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV288626(NAD 83)
 FG0617_MARKER: DB = BENCH MARK DISK
 FG0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0617_STAMPING: S 150 1935
 FG0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0617+STABILITY: SURFACE MOTION
 FG0617
 FG0617  HISTORY     - Date     Condition        Report By
 FG0617  HISTORY     - 1935     MONUMENTED       CGS
 FG0617  HISTORY     - 1963     GOOD             USGS
 FG0617
 FG0617                          STATION DESCRIPTION
 FG0617
 FG0617'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FG0617'1.9 MI NE FROM KAY.
 FG0617'1.9 MILES NORTHEAST ALONG THE RED RIVER ROAD FROM THE POST OFFICE AT
 FG0617'KAY, SEARCY COUNTY, 600 FEET WEST OF THE WEST SIDE OF THE STEPHEN H.
 FG0617'TREAT FARMHOUSE, AT A CURVE, 40 FEET NORTH OF THE CENTERLINE OF THE
 FG0617'ROAD, 7 FEET NORTH OF A SMALL PINE TREE, AND 1 1/2 FEET SOUTHEAST OF A
 FG0617'NORTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED S 150 1935 AND SET
 FG0617'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1160 ***********************************************************************
 EJ1160  DESIGNATION -  S 151 RESET
 EJ1160  PID         -  EJ1160
 EJ1160  STATE/COUNTY-  AR/CLARK
 EJ1160  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1160
 EJ1160                         *CURRENT SURVEY CONTROL
 EJ1160  ___________________________________________________________________
 EJ1160* NAD 83(1986)-  34 12 12.     (N)    093 04 42.     (W)     SCALED    
 EJ1160* NAVD 88     -        96.44   (meters)     316.4    (feet)  RESET     
 EJ1160  ___________________________________________________________________
 EJ1160  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EJ1160
 EJ1160  VERT ORDER  -  THIRD
 EJ1160
 EJ1160.The horizontal coordinates were scaled from a topographic map and have
 EJ1160.an estimated accuracy of +/- 6 seconds.
 EJ1160
 EJ1160.The orthometric height was computed from unverified reset data.
 EJ1160
 EJ1160.The geoid height was determined by GEOID03.
 EJ1160
 EJ1160;                    North         East    Units  Estimated Accuracy
 EJ1160;SPC AR S     -   570,960.      300,630.      MT  (+/- 180 meters Scaled)
 EJ1160
 EJ1160                          SUPERSEDED SURVEY CONTROL
 EJ1160
 EJ1160.No superseded survey control is available for this station.
 EJ1160
 EJ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT927847(NAD 83)
 EJ1160_MARKER: DB = BENCH MARK DISK
 EJ1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1160_STAMPING: S 151 RESET 1965
 EJ1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1160+STABILITY: SURFACE MOTION
 EJ1160
 EJ1160  HISTORY     - Date     Condition        Report By
 EJ1160  HISTORY     - 1965     MONUMENTED       CGS
 EJ1160
 EJ1160                          STATION DESCRIPTION
 EJ1160
 EJ1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EJ1160'5.1 MI N FROM ARKADELPHIA.
 EJ1160'LOCATED 5.1 MILES NORTH ALONG U.S. HIGHWAY 67 AND STATE HIGHWAY 7 FROM
 EJ1160'THE POST OFFICE IN ARKADELPHIA, 0.1 MILE SOUTH OF A ROAD LEADING
 EJ1160'SOUTHWEST, AND AT THE NORTH END OF A CUT BANK, 60 FEET EAST OF THE
 EJ1160'CENTERLINE OF STATE HIGHWAY 7, 69 FEET SOUTH OF A WOODS ROAD LEADING
 EJ1160'EAST, 108 FEET SOUTH OF A POWER POLE, AND 1 FOOT EAST OF A METAL
 EJ1160'WITNESS POST.  A STANDARD DISK, STAMPED S 151 RESET 1965 SET IN TOP OF
 EJ1160'A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1102 ***********************************************************************
 EJ1102  DESIGNATION -  S 152
 EJ1102  PID         -  EJ1102
 EJ1102  STATE/COUNTY-  AR/CLARK
 EJ1102  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1102
 EJ1102                         *CURRENT SURVEY CONTROL
 EJ1102  ___________________________________________________________________
 EJ1102* NAD 83(1986)-  34 07 10.     (N)    093 02 42.     (W)     SCALED    
 EJ1102* NAVD 88     -        59.310  (meters)     194.59   (feet)  ADJUSTED  
 EJ1102  ___________________________________________________________________
 EJ1102  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ1102  DYNAMIC HT  -          59.251 (meters)     194.39  (feet)  COMP
 EJ1102  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 EJ1102
 EJ1102  VERT ORDER  -  FIRST     CLASS II
 EJ1102
 EJ1102.The horizontal coordinates were scaled from a topographic map and have
 EJ1102.an estimated accuracy of +/- 6 seconds.
 EJ1102
 EJ1102.The orthometric height was determined by differential leveling
 EJ1102.and adjusted by the National Geodetic Survey in June 1991..
 EJ1102
 EJ1102.The geoid height was determined by GEOID03.
 EJ1102
 EJ1102.The dynamic height is computed by dividing the NAVD 88
 EJ1102.geopotential number by the normal gravity value computed on the
 EJ1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1102.degrees latitude (g = 980.6199 gals.).
 EJ1102
 EJ1102.The modeled gravity was interpolated from observed gravity values.
 EJ1102
 EJ1102;                    North         East    Units  Estimated Accuracy
 EJ1102;SPC AR S     -   561,620.      303,600.      MT  (+/- 180 meters Scaled)
 EJ1102
 EJ1102                          SUPERSEDED SURVEY CONTROL
 EJ1102
 EJ1102  NGVD 29 (??/??/92)   59.328  (m)          194.65   (f) ADJ UNCH    1 2
 EJ1102
 EJ1102.Superseded values are not recommended for survey control.
 EJ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1102.See file dsdata.txt to determine how the superseded data were derived.
 EJ1102
 EJ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT958754(NAD 83)
 EJ1102_MARKER: DB = BENCH MARK DISK
 EJ1102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1102_SP_SET: ABUTMENT
 EJ1102_STAMPING: S 152 1934
 EJ1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1102
 EJ1102  HISTORY     - Date     Condition        Report By
 EJ1102  HISTORY     - 1934     MONUMENTED       CGS
 EJ1102  HISTORY     - 1960     GOOD             NGS
 EJ1102  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 EJ1102
 EJ1102                          STATION DESCRIPTION
 EJ1102
 EJ1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1102'0.85 MI NE FROM ARKADELPHIA.
 EJ1102'ABOUT 0.85 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EJ1102'THE STATION AT ARKADELPHIA, AT THE BRIDGE OVER OUACHITA RIVER, IN THE
 EJ1102'TOP OF THE WEST END OF THE SOUTH ABUTMENT, 1 POLE NORTH OF MILEPOLE
 EJ1102'410.20, 4 1/2 FEET NORTH OF THE NORTH RAIL, AND 4 FEET BELOW THE
 EJ1102'TRACKS.
 EJ1102
 EJ1102                          STATION RECOVERY (1998)
 EJ1102
 EJ1102'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0787 ***********************************************************************
 FG0787  DESIGNATION -  S 156
 FG0787  PID         -  FG0787
 FG0787  STATE/COUNTY-  AR/NEWTON
 FG0787  USGS QUAD   -  BOXLEY (1975)
 FG0787
 FG0787                         *CURRENT SURVEY CONTROL
 FG0787  ___________________________________________________________________
 FG0787* NAD 83(1986)-  35 57 45.     (N)    093 24 18.     (W)     SCALED    
 FG0787* NAVD 88     -       339.839  (meters)    1114.96   (feet)  ADJUSTED  
 FG0787  ___________________________________________________________________
 FG0787  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0787  DYNAMIC HT  -         339.521 (meters)    1113.91  (feet)  COMP
 FG0787  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FG0787
 FG0787  VERT ORDER  -  SECOND    CLASS 0
 FG0787
 FG0787.The horizontal coordinates were scaled from a topographic map and have
 FG0787.an estimated accuracy of +/- 6 seconds.
 FG0787
 FG0787.The orthometric height was determined by differential leveling
 FG0787.and adjusted by the National Geodetic Survey in June 1991..
 FG0787
 FG0787.The geoid height was determined by GEOID03.
 FG0787
 FG0787.The dynamic height is computed by dividing the NAVD 88
 FG0787.geopotential number by the normal gravity value computed on the
 FG0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0787.degrees latitude (g = 980.6199 gals.).
 FG0787
 FG0787.The modeled gravity was interpolated from observed gravity values.
 FG0787
 FG0787;                    North         East    Units  Estimated Accuracy
 FG0787;SPC AR N     -   181,650.      273,270.      MT  (+/- 180 meters Scaled)
 FG0787
 FG0787                          SUPERSEDED SURVEY CONTROL
 FG0787
 FG0787  NGVD 29 (??/??/92)  339.738  (m)         1114.62   (f) ADJ UNCH    2 0
 FG0787
 FG0787.Superseded values are not recommended for survey control.
 FG0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0787.See file dsdata.txt to determine how the superseded data were derived.
 FG0787
 FG0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV634798(NAD 83)
 FG0787_MARKER: DB = BENCH MARK DISK
 FG0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0787_STAMPING: S 156 1935
 FG0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0787+STABILITY: SURFACE MOTION
 FG0787
 FG0787  HISTORY     - Date     Condition        Report By
 FG0787  HISTORY     - 1935     MONUMENTED       CGS
 FG0787  HISTORY     - 1935     GOOD             NGS
 FG0787
 FG0787                          STATION DESCRIPTION
 FG0787
 FG0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0787'1.2 MI S FROM BOXLEY.
 FG0787'1.2 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT BOXLEY,
 FG0787'NEWTON COUNTY, 130 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE DOY
 FG0787'EDGEMAN FARMHOUSE, 59 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 FG0787'THE BOXLEY-REDSTAR ROAD, 53 FEET NORTH OF A SOUTHEAST FENCE CORNER,
 FG0787'AND 1 3/4 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED S 156 1935
 FG0787'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0551 ***********************************************************************
 GF0551  DESIGNATION -  S 157
 GF0551  PID         -  GF0551
 GF0551  STATE/COUNTY-  AR/MADISON
 GF0551  USGS QUAD   -  ROCKHOUSE (1972)
 GF0551
 GF0551                         *CURRENT SURVEY CONTROL
 GF0551  ___________________________________________________________________
 GF0551* NAD 83(1986)-  36 17 23.     (N)    093 44 21.     (W)     SCALED    
 GF0551* NAVD 88     -       484.962  (meters)    1591.08   (feet)  ADJUSTED  
 GF0551  ___________________________________________________________________
 GF0551  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GF0551  DYNAMIC HT  -         484.524 (meters)    1589.64  (feet)  COMP
 GF0551  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GF0551
 GF0551  VERT ORDER  -  SECOND    CLASS 0
 GF0551
 GF0551.The horizontal coordinates were scaled from a topographic map and have
 GF0551.an estimated accuracy of +/- 6 seconds.
 GF0551
 GF0551.The orthometric height was determined by differential leveling
 GF0551.and adjusted by the National Geodetic Survey in June 1991..
 GF0551
 GF0551.The geoid height was determined by GEOID03.
 GF0551
 GF0551.The dynamic height is computed by dividing the NAVD 88
 GF0551.geopotential number by the normal gravity value computed on the
 GF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0551.degrees latitude (g = 980.6199 gals.).
 GF0551
 GF0551.The modeled gravity was interpolated from observed gravity values.
 GF0551
 GF0551;                    North         East    Units  Estimated Accuracy
 GF0551;SPC AR N     -   218,430.      243,770.      MT  (+/- 180 meters Scaled)
 GF0551
 GF0551                          SUPERSEDED SURVEY CONTROL
 GF0551
 GF0551  NGVD 29 (??/??/92)  484.819  (m)         1590.61   (f) ADJ UNCH    2 0
 GF0551
 GF0551.Superseded values are not recommended for survey control.
 GF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0551.See file dsdata.txt to determine how the superseded data were derived.
 GF0551
 GF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA336163(NAD 83)
 GF0551_MARKER: DB = BENCH MARK DISK
 GF0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0551_STAMPING: S 157 1935
 GF0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0551+STABILITY: SURFACE MOTION
 GF0551
 GF0551  HISTORY     - Date     Condition        Report By
 GF0551  HISTORY     - 1935     MONUMENTED       CGS
 GF0551  HISTORY     - 1987     GOOD             USPSQD
 GF0551  HISTORY     - 20030123 GOOD             ARHD
 GF0551
 GF0551                          STATION DESCRIPTION
 GF0551
 GF0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0551'5.5 MI W FROM ROCKHOUSE.
 GF0551'5.5 MILES WEST ALONG THE ROAD LEADING TO STATE HIGHWAY 23 FROM
 GF0551'THE POST OFFICE AT ROCKHOUSE, MADISON COUNTY, AT A ROAD GATE,
 GF0551'12 FEET EAST OF THE CENTERLINE OF THE ROAD, 14 FEET NORTHWEST
 GF0551'OF A 12-INCH PINE TREE, 5 FEET EAST OF A 14-INCH PINE TREE USED
 GF0551'AS A GATE POST, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 GF0551'STAMPED S 157 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0551
 GF0551                          STATION RECOVERY (1987)
 GF0551
 GF0551'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0551'RECOVERED IN GOOD CONDITION.
 GF0551
 GF0551                          STATION RECOVERY (2003)
 GF0551
 GF0551'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 GF0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0408 ***********************************************************************
 GF0408  DESIGNATION -  S 158
 GF0408  PID         -  GF0408
 GF0408  STATE/COUNTY-  AR/CARROLL
 GF0408  USGS QUAD   -  OSAGE NE (1968)
 GF0408
 GF0408                         *CURRENT SURVEY CONTROL
 GF0408  ___________________________________________________________________
 GF0408* NAD 83(1986)-  36 10 48.     (N)    093 18 47.     (W)     SCALED    
 GF0408* NAVD 88     -       662.647  (meters)    2174.03   (feet)  ADJUSTED  
 GF0408  ___________________________________________________________________
 GF0408  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GF0408  DYNAMIC HT  -         662.035 (meters)    2172.03  (feet)  COMP
 GF0408  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 GF0408
 GF0408  VERT ORDER  -  SECOND    CLASS 0
 GF0408
 GF0408.The horizontal coordinates were scaled from a topographic map and have
 GF0408.an estimated accuracy of +/- 6 seconds.
 GF0408
 GF0408.The orthometric height was determined by differential leveling
 GF0408.and adjusted by the National Geodetic Survey in June 1991..
 GF0408
 GF0408.The geoid height was determined by GEOID03.
 GF0408
 GF0408.The dynamic height is computed by dividing the NAVD 88
 GF0408.geopotential number by the normal gravity value computed on the
 GF0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0408.degrees latitude (g = 980.6199 gals.).
 GF0408
 GF0408.The modeled gravity was interpolated from observed gravity values.
 GF0408
 GF0408;                    North         East    Units  Estimated Accuracy
 GF0408;SPC AR N     -   205,670.      281,880.      MT  (+/- 180 meters Scaled)
 GF0408
 GF0408                          SUPERSEDED SURVEY CONTROL
 GF0408
 GF0408  NGVD 29 (??/??/92)  662.525  (m)         2173.63   (f) ADJ UNCH    2 0
 GF0408
 GF0408.Superseded values are not recommended for survey control.
 GF0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0408.See file dsdata.txt to determine how the superseded data were derived.
 GF0408
 GF0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA718039(NAD 83)
 GF0408_MARKER: DB = BENCH MARK DISK
 GF0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0408_STAMPING: S 158 1935
 GF0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0408+STABILITY: SURFACE MOTION
 GF0408
 GF0408  HISTORY     - Date     Condition        Report By
 GF0408  HISTORY     - 1935     MONUMENTED       CGS
 GF0408  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0408
 GF0408                          STATION DESCRIPTION
 GF0408
 GF0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0408'2.9 MI NE FROM DELMAR.
 GF0408'2.9 MILES NORTHEAST ALONG THE BATAVIA-DELMAR ROAD FROM THE POST
 GF0408'OFFICE AT DELMAR, CARROLL COUNTY, 450 FEET SOUTH OF THE C. CLARK
 GF0408'FARMHOUSE, 82 FEET NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET
 GF0408'EAST OF THE EAST END OF A GATE, 14 FEET NORTH OF AN 18-INCH
 GF0408'OAK TREE, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED S
 GF0408'158 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0408
 GF0408                          STATION RECOVERY (1965)
 GF0408
 GF0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0395 ***********************************************************************
 GF0395  DESIGNATION -  S 159
 GF0395  PID         -  GF0395
 GF0395  STATE/COUNTY-  AR/NEWTON
 GF0395  USGS QUAD   -  PONCA (1967)
 GF0395
 GF0395                         *CURRENT SURVEY CONTROL
 GF0395  ___________________________________________________________________
 GF0395* NAD 83(1986)-  36 05 31.     (N)    093 18 54.     (W)     SCALED    
 GF0395* NAVD 88     -       619.621  (meters)    2032.87   (feet)  ADJUSTED  
 GF0395  ___________________________________________________________________
 GF0395  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GF0395  DYNAMIC HT  -         619.028 (meters)    2030.93  (feet)  COMP
 GF0395  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 GF0395
 GF0395  VERT ORDER  -  SECOND    CLASS 0
 GF0395
 GF0395.The horizontal coordinates were scaled from a topographic map and have
 GF0395.an estimated accuracy of +/- 6 seconds.
 GF0395
 GF0395.The orthometric height was determined by differential leveling
 GF0395.and adjusted by the National Geodetic Survey in June 1991..
 GF0395
 GF0395.The geoid height was determined by GEOID03.
 GF0395
 GF0395.The dynamic height is computed by dividing the NAVD 88
 GF0395.geopotential number by the normal gravity value computed on the
 GF0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0395.degrees latitude (g = 980.6199 gals.).
 GF0395
 GF0395.The modeled gravity was interpolated from observed gravity values.
 GF0395
 GF0395;                    North         East    Units  Estimated Accuracy
 GF0395;SPC AR N     -   195,900.      281,580.      MT  (+/- 180 meters Scaled)
 GF0395
 GF0395                          SUPERSEDED SURVEY CONTROL
 GF0395
 GF0395  NGVD 29 (??/??/92)  619.488  (m)         2032.44   (f) ADJ UNCH    2 0
 GF0395
 GF0395.Superseded values are not recommended for survey control.
 GF0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0395.See file dsdata.txt to determine how the superseded data were derived.
 GF0395
 GF0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV716941(NAD 83)
 GF0395_MARKER: DB = BENCH MARK DISK
 GF0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0395_SP_SET: CULVERT
 GF0395_STAMPING: S 159 1935
 GF0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0395
 GF0395  HISTORY     - Date     Condition        Report By
 GF0395  HISTORY     - 1935     MONUMENTED       CGS
 GF0395  HISTORY     - 1935     GOOD             NGS
 GF0395
 GF0395                          STATION DESCRIPTION
 GF0395
 GF0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0395'7.4 MI NE FROM PONCA.
 GF0395'7.4 MILES NORTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 GF0395'AT PONCA, NEWTON COUNTY, 0.6 MILE WEST OF COMPTON, 0.15
 GF0395'MILE EAST OF THE JUNCTION OF A ROAD LEADING TO DELMAR, 400
 GF0395'FEET WEST OF A FARMHOUSE, 16 FEET SOUTH OF THE CENTERLINE OF THE
 GF0395'HIGHWAY, IN THE TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 GF0395'AND 0.9 FOOT WEST OF THE EAST END.  A STANDARD DISK, STAMPED S
 GF0395'159 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0504 ***********************************************************************
 GE0504  DESIGNATION -  S 16
 GE0504  PID         -  GE0504
 GE0504  STATE/COUNTY-  AR/FULTON
 GE0504  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE0504
 GE0504                         *CURRENT SURVEY CONTROL
 GE0504  ___________________________________________________________________
 GE0504* NAD 83(1986)-  36 29 25.     (N)    091 34 56.     (W)     SCALED    
 GE0504* NAVD 88     -       226.793  (meters)     744.07   (feet)  ADJUSTED  
 GE0504  ___________________________________________________________________
 GE0504  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GE0504  DYNAMIC HT  -         226.606 (meters)     743.46  (feet)  COMP
 GE0504  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GE0504
 GE0504  VERT ORDER  -  SECOND    CLASS 0
 GE0504
 GE0504.The horizontal coordinates were scaled from a topographic map and have
 GE0504.an estimated accuracy of +/- 6 seconds.
 GE0504
 GE0504.The orthometric height was determined by differential leveling
 GE0504.and adjusted by the National Geodetic Survey in June 1991..
 GE0504
 GE0504.The geoid height was determined by GEOID03.
 GE0504
 GE0504.The dynamic height is computed by dividing the NAVD 88
 GE0504.geopotential number by the normal gravity value computed on the
 GE0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0504.degrees latitude (g = 980.6199 gals.).
 GE0504
 GE0504.The modeled gravity was interpolated from observed gravity values.
 GE0504
 GE0504;                    North         East    Units  Estimated Accuracy
 GE0504;SPC AR N     -   239,390.      437,440.      MT  (+/- 180 meters Scaled)
 GE0504
 GE0504                          SUPERSEDED SURVEY CONTROL
 GE0504
 GE0504  NGVD 29 (??/??/92)  226.671  (m)          743.67   (f) ADJ UNCH    2 0
 GE0504
 GE0504.Superseded values are not recommended for survey control.
 GE0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0504.See file dsdata.txt to determine how the superseded data were derived.
 GE0504
 GE0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA269392(NAD 83)
 GE0504_MARKER: DB = BENCH MARK DISK
 GE0504_SETTING: 0 = UNSPECIFIED SETTING
 GE0504_STAMPING: S 16 1932 743.670
 GE0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0504
 GE0504  HISTORY     - Date     Condition        Report By
 GE0504  HISTORY     - 1932     MONUMENTED       CGS
 GE0504  HISTORY     - 1963     GOOD             NGS
 GE0504
 GE0504                          STATION DESCRIPTION
 GE0504
 GE0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GE0504'2.8 MI SW FROM MAMMOTH SPRING.
 GE0504'LOCATED 2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE POST
 GE0504'OFFICE AT MAMMOTH SPRINGS, 110 FEET NORTHEAST OF A CROSSROADS,
 GE0504'121 FEET WEST OF THE SOUTHWEST CORNER OF THE STONE HOUSE OWNED BY
 GE0504'MR. MC GRAW, 92 FEET WEST-SOUTHWEST OF THE WEST ONE OF TWO STONE
 GE0504'PILLARS AT THE DRIVEWAY LEADING TO THE MC GRAW HOUSE, 38.5 FEET
 GE0504'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 GE0504'SOUTH-SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 GE0504'STAMPED S 16 1932, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1007 ***********************************************************************
 EJ1007  DESIGNATION -  S 161
 EJ1007  PID         -  EJ1007
 EJ1007  STATE/COUNTY-  AR/YELL
 EJ1007  USGS QUAD   -  ONYX (1968)
 EJ1007
 EJ1007                         *CURRENT SURVEY CONTROL
 EJ1007  ___________________________________________________________________
 EJ1007* NAD 83(1986)-  34 46 39.     (N)    093 29 13.     (W)     SCALED    
 EJ1007* NAVD 88     -       253.678  (meters)     832.28   (feet)  ADJUSTED  
 EJ1007  ___________________________________________________________________
 EJ1007  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EJ1007  DYNAMIC HT  -         253.418 (meters)     831.42  (feet)  COMP
 EJ1007  MODELED GRAV-     979,604.1   (mgal)                       NAVD 88
 EJ1007
 EJ1007  VERT ORDER  -  SECOND    CLASS 0
 EJ1007
 EJ1007.The horizontal coordinates were scaled from a topographic map and have
 EJ1007.an estimated accuracy of +/- 6 seconds.
 EJ1007
 EJ1007.The orthometric height was determined by differential leveling
 EJ1007.and adjusted by the National Geodetic Survey in June 1991..
 EJ1007
 EJ1007.The geoid height was determined by GEOID03.
 EJ1007
 EJ1007.The dynamic height is computed by dividing the NAVD 88
 EJ1007.geopotential number by the normal gravity value computed on the
 EJ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1007.degrees latitude (g = 980.6199 gals.).
 EJ1007
 EJ1007.The modeled gravity was interpolated from observed gravity values.
 EJ1007
 EJ1007;                    North         East    Units  Estimated Accuracy
 EJ1007;SPC AR N     -    50,310.      263,890.      MT  (+/- 180 meters Scaled)
 EJ1007
 EJ1007                          SUPERSEDED SURVEY CONTROL
 EJ1007
 EJ1007  NGVD 29 (??/??/92)  253.617  (m)          832.08   (f) ADJ UNCH    2 0
 EJ1007
 EJ1007.Superseded values are not recommended for survey control.
 EJ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1007.See file dsdata.txt to determine how the superseded data were derived.
 EJ1007
 EJ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU554484(NAD 83)
 EJ1007_MARKER: DB = BENCH MARK DISK
 EJ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1007_STAMPING: S 161 1935
 EJ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1007+STABILITY: SURFACE MOTION
 EJ1007
 EJ1007  HISTORY     - Date     Condition        Report By
 EJ1007  HISTORY     - 1935     MONUMENTED       CGS
 EJ1007  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ1007
 EJ1007                          STATION DESCRIPTION
 EJ1007
 EJ1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1007'1.0 MI S FROM ALY.
 EJ1007'1.0 MILE SOUTH ALONG STATE HIGHWAY 27 FROM THE CEMETERY AT ALY, YELL
 EJ1007'COUNTY, 200 FEET NORTHEAST OF THE NORTHEAST END OF THE LOW-WATER
 EJ1007'BRIDGE OVER IRONS FORK, AT THE INTERSECTION OF THE GLADSTONE ROAD, 47
 EJ1007'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 42 FEET EAST OF THE
 EJ1007'CENTER LINE OF THE HIGHWAY, AND 22.4 FEET NORTHEAST OF THE EAST END OF
 EJ1007'A STONE CULVERT UNDER THE HIGHWAY AND THE GLADSTONE ROAD.  A STANDARD
 EJ1007'DISK, STAMPED S 161 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1007
 EJ1007                          STATION RECOVERY (1968)
 EJ1007
 EJ1007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1041 ***********************************************************************
 EJ1041  DESIGNATION -  S 162
 EJ1041  PID         -  EJ1041
 EJ1041  STATE/COUNTY-  AR/GARLAND
 EJ1041  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1041
 EJ1041                         *CURRENT SURVEY CONTROL
 EJ1041  ___________________________________________________________________
 EJ1041* NAD 83(1986)-  34 31 05.     (N)    093 18 42.     (W)     SCALED    
 EJ1041* NAVD 88     -       215.190  (meters)     706.00   (feet)  ADJUSTED  
 EJ1041  ___________________________________________________________________
 EJ1041  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EJ1041  DYNAMIC HT  -         214.975 (meters)     705.30  (feet)  COMP
 EJ1041  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 EJ1041
 EJ1041  VERT ORDER  -  SECOND    CLASS 0
 EJ1041
 EJ1041.The horizontal coordinates were scaled from a topographic map and have
 EJ1041.an estimated accuracy of +/- 6 seconds.
 EJ1041
 EJ1041.The orthometric height was determined by differential leveling
 EJ1041.and adjusted by the National Geodetic Survey in June 1991..
 EJ1041
 EJ1041.The geoid height was determined by GEOID03.
 EJ1041
 EJ1041.The dynamic height is computed by dividing the NAVD 88
 EJ1041.geopotential number by the normal gravity value computed on the
 EJ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1041.degrees latitude (g = 980.6199 gals.).
 EJ1041
 EJ1041.The modeled gravity was interpolated from observed gravity values.
 EJ1041
 EJ1041;                    North         East    Units  Estimated Accuracy
 EJ1041;SPC AR S     -   606,120.      279,570.      MT  (+/- 180 meters Scaled)
 EJ1041
 EJ1041                          SUPERSEDED SURVEY CONTROL
 EJ1041
 EJ1041  NGVD 29 (??/??/92)  215.161  (m)          705.91   (f) ADJ UNCH    2 0
 EJ1041
 EJ1041.Superseded values are not recommended for survey control.
 EJ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1041.See file dsdata.txt to determine how the superseded data were derived.
 EJ1041
 EJ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU713196(NAD 83)
 EJ1041_MARKER: DB = BENCH MARK DISK
 EJ1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1041_SP_SET: CULVERT
 EJ1041_STAMPING: S 162 1935
 EJ1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1041
 EJ1041  HISTORY     - Date     Condition        Report By
 EJ1041  HISTORY     - 1935     MONUMENTED       CGS
 EJ1041  HISTORY     - 20020425 GOOD             ARHD
 EJ1041
 EJ1041                          STATION DESCRIPTION
 EJ1041
 EJ1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1041'1.5 MI E FROM CRYSTAL SPRINGS.
 EJ1041'1.5 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE PUBLIC SCHOOL AT
 EJ1041'CRYSTAL SPRINGS, GARLAND COUNTY, 0.9 MILE WEST OF A CONCRETE BRIDGE
 EJ1041'OVER MABERRY CREEK, 12.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 EJ1041'AT THE EAST END OF A SHARP CURVE, AT A CONCRETE CULVERT, IN THE TOP OF
 EJ1041'THE EAST END OF THE SOUTH HEAD WALL, AND 0.5 FOOT WEST OF THE EAST
 EJ1041'END.  A STANDARD DISK, STAMPED S 162 1935.
 EJ1041
 EJ1041                          STATION RECOVERY (2002)
 EJ1041
 EJ1041'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2002
 EJ1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1491 ***********************************************************************
 EJ1491  DESIGNATION -  S 163
 EJ1491  PID         -  EJ1491
 EJ1491  STATE/COUNTY-  AR/MONTGOMERY
 EJ1491  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1491
 EJ1491                         *CURRENT SURVEY CONTROL
 EJ1491  ___________________________________________________________________
 EJ1491* NAD 83(1986)-  34 32 34.     (N)    093 29 00.     (W)     SCALED    
 EJ1491* NAVD 88     -       174.036  (meters)     570.98   (feet)  ADJUSTED  
 EJ1491  ___________________________________________________________________
 EJ1491  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EJ1491  DYNAMIC HT  -         173.862 (meters)     570.41  (feet)  COMP
 EJ1491  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 EJ1491
 EJ1491  VERT ORDER  -  SECOND    CLASS 0
 EJ1491
 EJ1491.The horizontal coordinates were scaled from a topographic map and have
 EJ1491.an estimated accuracy of +/- 6 seconds.
 EJ1491
 EJ1491.The orthometric height was determined by differential leveling
 EJ1491.and adjusted by the National Geodetic Survey in June 1991..
 EJ1491
 EJ1491.The geoid height was determined by GEOID03.
 EJ1491
 EJ1491.The dynamic height is computed by dividing the NAVD 88
 EJ1491.geopotential number by the normal gravity value computed on the
 EJ1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1491.degrees latitude (g = 980.6199 gals.).
 EJ1491
 EJ1491.The modeled gravity was interpolated from observed gravity values.
 EJ1491
 EJ1491;                    North         East    Units  Estimated Accuracy
 EJ1491;SPC AR S     -   609,070.      263,850.      MT  (+/- 180 meters Scaled)
 EJ1491
 EJ1491                          SUPERSEDED SURVEY CONTROL
 EJ1491
 EJ1491  NGVD 29 (??/??/92)  173.998  (m)          570.86   (f) ADJ UNCH    2 0
 EJ1491
 EJ1491.Superseded values are not recommended for survey control.
 EJ1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1491.See file dsdata.txt to determine how the superseded data were derived.
 EJ1491
 EJ1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU556224(NAD 83)
 EJ1491_MARKER: DB = BENCH MARK DISK
 EJ1491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1491_SP_SET: BRIDGE
 EJ1491_STAMPING: S 163 1935
 EJ1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1491
 EJ1491  HISTORY     - Date     Condition        Report By
 EJ1491  HISTORY     - 1935     MONUMENTED       CGS
 EJ1491  HISTORY     - 1961     GOOD             NGS
 EJ1491  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1491
 EJ1491                          STATION DESCRIPTION
 EJ1491
 EJ1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1491'9.7 MI W FROM CRYSTAL SPRINGS.
 EJ1491'IN MONTGOMERY COUNTY, 9.7 MILES WEST ALONG U.S. HIGHWAY 270 FROM THE
 EJ1491'PUBLIC SCHOOL AT CRYSTAL SPRINGS, GARLAND COUNTY, AT GAP CREEK, AT A
 EJ1491'CONCRETE BRIDGE OVER THE CREEK, IN THE TOP OF THE SOUTHEAST CONCRETE
 EJ1491'WING WALL, 13 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 0.3
 EJ1491'FOOT EAST OF THE EAST END OF THE HEAD WALL.  A STANDARD DISK, STAMPED
 EJ1491'S 163 1935.
 EJ1491
 EJ1491                          STATION RECOVERY (1989)
 EJ1491
 EJ1491'RECOVERY NOTE BY US POWER SQUADRON 1989 (JFA)
 EJ1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1381 ***********************************************************************
 FF1381  DESIGNATION -  S 164
 FF1381  PID         -  FF1381
 FF1381  STATE/COUNTY-  AR/WHITE
 FF1381  USGS QUAD   -  KENSETT (1994)
 FF1381
 FF1381                         *CURRENT SURVEY CONTROL
 FF1381  ___________________________________________________________________
 FF1381* NAD 83(1986)-  35 08 06.     (N)    091 39 20.     (W)     SCALED    
 FF1381* NAVD 88     -        66.131  (meters)     216.96   (feet)  ADJUSTED  
 FF1381  ___________________________________________________________________
 FF1381  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1381  DYNAMIC HT  -          66.070 (meters)     216.76  (feet)  COMP
 FF1381  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FF1381
 FF1381  VERT ORDER  -  FIRST     CLASS II
 FF1381
 FF1381.The horizontal coordinates were scaled from a topographic map and have
 FF1381.an estimated accuracy of +/- 6 seconds.
 FF1381
 FF1381.The orthometric height was determined by differential leveling
 FF1381.and adjusted by the National Geodetic Survey in June 1991..
 FF1381
 FF1381.The geoid height was determined by GEOID03.
 FF1381
 FF1381.The dynamic height is computed by dividing the NAVD 88
 FF1381.geopotential number by the normal gravity value computed on the
 FF1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1381.degrees latitude (g = 980.6199 gals.).
 FF1381
 FF1381.The modeled gravity was interpolated from observed gravity values.
 FF1381
 FF1381;                    North         East    Units  Estimated Accuracy
 FF1381;SPC AR N     -    88,990.      431,390.      MT  (+/- 180 meters Scaled)
 FF1381
 FF1381                          SUPERSEDED SURVEY CONTROL
 FF1381
 FF1381  NGVD 29 (??/??/??)   66.103  (m)          216.87   (f) ADJUSTED    1 2
 FF1381
 FF1381.Superseded values are not recommended for survey control.
 FF1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1381.See file dsdata.txt to determine how the superseded data were derived.
 FF1381
 FF1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU224888(NAD 83)
 FF1381_MARKER: DB = BENCH MARK DISK
 FF1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1381_STAMPING: S 164 1955
 FF1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1381+STABILITY: SURFACE MOTION
 FF1381
 FF1381  HISTORY     - Date     Condition        Report By
 FF1381  HISTORY     - 1955     MONUMENTED       CGS
 FF1381  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1381
 FF1381                          STATION DESCRIPTION
 FF1381
 FF1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1381'1 MI NW FROM GRIFFITHVILLE.
 FF1381'1.0 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1381'RAILROAD FROM THE STATION AT GRIFFITHVILLE, 0.15 MILE NORTHWEST
 FF1381'OF MILEPOST 28, 0.1 MILE SOUTHEAST OF A DIRT ROAD CROSSING, 43.5
 FF1381'FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET SOUTHEAST OF A
 FF1381'FENCE, 3.5 FEET SOUTHWEST OF A FENCE, 2.6 FEET NORTHWEST OF A
 FF1381'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FF1381'0.6 FOOT ABOVE THE GROUND.
 FF1381
 FF1381                          STATION RECOVERY (2003)
 FF1381
 FF1381'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1617 ***********************************************************************
 FF1617  DESIGNATION -  S 165
 FF1617  PID         -  FF1617
 FF1617  STATE/COUNTY-  AR/INDEPENDENCE
 FF1617  USGS QUAD   -  CAVE CITY (1989)
 FF1617
 FF1617                         *CURRENT SURVEY CONTROL
 FF1617  ___________________________________________________________________
 FF1617* NAD 83(1986)-  35 53 45.     (N)    091 33 21.     (W)     SCALED    
 FF1617* NAVD 88     -       184.306  (meters)     604.68   (feet)  ADJUSTED  
 FF1617  ___________________________________________________________________
 FF1617  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FF1617  DYNAMIC HT  -         184.145 (meters)     604.15  (feet)  COMP
 FF1617  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 FF1617
 FF1617  VERT ORDER  -  SECOND    CLASS 0
 FF1617
 FF1617.The horizontal coordinates were scaled from a topographic map and have
 FF1617.an estimated accuracy of +/- 6 seconds.
 FF1617
 FF1617.The orthometric height was determined by differential leveling
 FF1617.and adjusted by the National Geodetic Survey in June 1991..
 FF1617
 FF1617.The geoid height was determined by GEOID03.
 FF1617
 FF1617.The dynamic height is computed by dividing the NAVD 88
 FF1617.geopotential number by the normal gravity value computed on the
 FF1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1617.degrees latitude (g = 980.6199 gals.).
 FF1617
 FF1617.The modeled gravity was interpolated from observed gravity values.
 FF1617
 FF1617;                    North         East    Units  Estimated Accuracy
 FF1617;SPC AR N     -   173,440.      440,100.      MT  (+/- 180 meters Scaled)
 FF1617
 FF1617                          SUPERSEDED SURVEY CONTROL
 FF1617
 FF1617  NGVD 29 (??/??/??)  184.229  (m)          604.42   (f) ADJUSTED    2 0
 FF1617
 FF1617.Superseded values are not recommended for survey control.
 FF1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1617.See file dsdata.txt to determine how the superseded data were derived.
 FF1617
 FF1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV303733(NAD 83)
 FF1617_MARKER: DB = BENCH MARK DISK
 FF1617_SETTING: 66 = SET IN ROCK OUTCROP
 FF1617_SP_SET: ROCK OUTCROP
 FF1617_STAMPING: S 165 1955
 FF1617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1617+STABILITY: POSITION/ELEVATION WELL
 FF1617
 FF1617  HISTORY     - Date     Condition        Report By
 FF1617  HISTORY     - 1955     MONUMENTED       CGS
 FF1617  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1617
 FF1617                          STATION DESCRIPTION
 FF1617
 FF1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1617'3.2 MI S FROM CAVE CITY.
 FF1617'3.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 FF1617'CAVE CITY, 64 YARDS NORTH OF THE NORTH SIDE OF CASONA GROCERY
 FF1617'STORE AND SERVICE STATION, 65 FEET EAST OF THE CENTER LINE OF
 FF1617'THE HIGHWAY, 54 FEET NORTHEAST OF THE NORTH END OF THE EAST
 FF1617'CONCRETE HEAD WALL OF A PIPE CULVERT, 62 FEET SOUTHEAST OF A
 FF1617'TELEPHONE POLE, 0.1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 FF1617'FLAT LIMESTONE OUTCROP.
 FF1617
 FF1617                          STATION RECOVERY (1986)
 FF1617
 FF1617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0626 ***********************************************************************
 GE0626  DESIGNATION -  S 166
 GE0626  PID         -  GE0626
 GE0626  STATE/COUNTY-  AR/SHARP
 GE0626  USGS QUAD   -  ASH FLAT (1980)
 GE0626
 GE0626                         *CURRENT SURVEY CONTROL
 GE0626  ___________________________________________________________________
 GE0626* NAD 83(1986)-  36 10 44.     (N)    091 37 02.     (W)     SCALED    
 GE0626* NAVD 88     -       244.832  (meters)     803.25   (feet)  ADJUSTED  
 GE0626  ___________________________________________________________________
 GE0626  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GE0626  DYNAMIC HT  -         244.624 (meters)     802.57  (feet)  COMP
 GE0626  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GE0626
 GE0626  VERT ORDER  -  SECOND    CLASS 0
 GE0626
 GE0626.The horizontal coordinates were scaled from a topographic map and have
 GE0626.an estimated accuracy of +/- 6 seconds.
 GE0626
 GE0626.The orthometric height was determined by differential leveling
 GE0626.and adjusted by the National Geodetic Survey in June 1991..
 GE0626
 GE0626.The geoid height was determined by GEOID03.
 GE0626
 GE0626.The dynamic height is computed by dividing the NAVD 88
 GE0626.geopotential number by the normal gravity value computed on the
 GE0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0626.degrees latitude (g = 980.6199 gals.).
 GE0626
 GE0626.The modeled gravity was interpolated from observed gravity values.
 GE0626
 GE0626;                    North         East    Units  Estimated Accuracy
 GE0626;SPC AR N     -   204,820.      434,430.      MT  (+/- 180 meters Scaled)
 GE0626
 GE0626                          SUPERSEDED SURVEY CONTROL
 GE0626
 GE0626  NGVD 29 (??/??/92)  244.729  (m)          802.92   (f) ADJ UNCH    2 0
 GE0626
 GE0626.Superseded values are not recommended for survey control.
 GE0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0626.See file dsdata.txt to determine how the superseded data were derived.
 GE0626
 GE0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA243046(NAD 83)
 GE0626_MARKER: DB = BENCH MARK DISK
 GE0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0626_SP_SET: CULVERT
 GE0626_STAMPING: S 166 1955
 GE0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0626
 GE0626  HISTORY     - Date     Condition        Report By
 GE0626  HISTORY     - 1955     MONUMENTED       CGS
 GE0626
 GE0626                          STATION DESCRIPTION
 GE0626
 GE0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0626'4 MI S FROM ASH FLAT.
 GE0626'3.95 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL AT
 GE0626'ASH FLAT, 370 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 GE0626'WEST, 0.1 MILE SOUTHEAST OF A FARMHOUSE, 21 FEET WEST OF THE
 GE0626'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 GE0626'WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1123 ***********************************************************************
 EH1123  DESIGNATION -  S 167
 EH1123  PID         -  EH1123
 EH1123  STATE/COUNTY-  AR/MONROE
 EH1123  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1123
 EH1123                         *CURRENT SURVEY CONTROL
 EH1123  ___________________________________________________________________
 EH1123* NAD 83(1986)-  34 50 21.     (N)    091 21 20.     (W)     SCALED    
 EH1123* NAVD 88     -        52.295  (meters)     171.57   (feet)  ADJUSTED  
 EH1123  ___________________________________________________________________
 EH1123  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1123  DYNAMIC HT  -          52.247 (meters)     171.41  (feet)  COMP
 EH1123  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 EH1123
 EH1123  VERT ORDER  -  FIRST     CLASS II
 EH1123
 EH1123.The horizontal coordinates were scaled from a topographic map and have
 EH1123.an estimated accuracy of +/- 6 seconds.
 EH1123
 EH1123.The orthometric height was determined by differential leveling
 EH1123.and adjusted by the National Geodetic Survey in June 1991..
 EH1123
 EH1123.The geoid height was determined by GEOID03.
 EH1123
 EH1123.The dynamic height is computed by dividing the NAVD 88
 EH1123.geopotential number by the normal gravity value computed on the
 EH1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1123.degrees latitude (g = 980.6199 gals.).
 EH1123
 EH1123.The modeled gravity was interpolated from observed gravity values.
 EH1123
 EH1123;                    North         East    Units  Estimated Accuracy
 EH1123;SPC AR S     -   641,150.      458,950.      MT  (+/- 180 meters Scaled)
 EH1123
 EH1123                          SUPERSEDED SURVEY CONTROL
 EH1123
 EH1123  NGVD 29 (??/??/??)   52.296  (m)          171.57   (f) ADJUSTED    1 2
 EH1123
 EH1123.Superseded values are not recommended for survey control.
 EH1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1123.See file dsdata.txt to determine how the superseded data were derived.
 EH1123
 EH1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU503564(NAD 83)
 EH1123_MARKER: DB = BENCH MARK DISK
 EH1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1123_STAMPING: S 167 1955
 EH1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1123+STABILITY: SURFACE MOTION
 EH1123
 EH1123  HISTORY     - Date     Condition        Report By
 EH1123  HISTORY     - 1955     MONUMENTED       CGS
 EH1123  HISTORY     - 1968     GOOD             USGS
 EH1123
 EH1123                          STATION DESCRIPTION
 EH1123
 EH1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1123'1.4 MI NE FROM BRASFIELD.
 EH1123'ABOUT 1.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1123'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT BRASFIELD, ABOUT
 EH1123'345 YARDS SOUTHWEST OF MILE POLE NO. 79, 43 1/2 FEET SOUTHEAST OF
 EH1123'SOUTHEAST RAIL, 131 FEET SOUTH-SOUTHWEST OF SOUTH CORNER OF TRESTLE
 EH1123'NO. 792, ABOUT 192 YARDS SOUTHWEST OF SOUTHWEST END OF TRESTLE NO.
 EH1123'791, 4 FEET NORTHEAST OF TELEPHONE POLE NO. 3322 (THE SECOND TELEPHONE
 EH1123'POLE SOUTHWEST OF SOUTHWEST END OF TRESTLE NO. 792, ABOUT 12 FEET
 EH1123'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1123'1 INCH.
 EH1123
 EH1123                          STATION RECOVERY (1968)
 EH1123
 EH1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EH1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1214 ***********************************************************************
 EH1214  DESIGNATION -  S 168
 EH1214  PID         -  EH1214
 EH1214  STATE/COUNTY-  AR/MONROE
 EH1214  USGS QUAD   -  CLARENDON (1968)
 EH1214
 EH1214                         *CURRENT SURVEY CONTROL
 EH1214  ___________________________________________________________________
 EH1214* NAD 83(1986)-  34 42 28.     (N)    091 17 41.     (W)     SCALED    
 EH1214* NAVD 88     -        54.909  (meters)     180.15   (feet)  ADJUSTED  
 EH1214  ___________________________________________________________________
 EH1214  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH1214  DYNAMIC HT  -          54.857 (meters)     179.98  (feet)  COMP
 EH1214  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 EH1214
 EH1214  VERT ORDER  -  FIRST     CLASS II
 EH1214
 EH1214.The horizontal coordinates were scaled from a topographic map and have
 EH1214.an estimated accuracy of +/- 6 seconds.
 EH1214
 EH1214.The orthometric height was determined by differential leveling
 EH1214.and adjusted by the National Geodetic Survey in June 1991..
 EH1214
 EH1214.The geoid height was determined by GEOID03.
 EH1214
 EH1214.The dynamic height is computed by dividing the NAVD 88
 EH1214.geopotential number by the normal gravity value computed on the
 EH1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1214.degrees latitude (g = 980.6199 gals.).
 EH1214
 EH1214.The modeled gravity was interpolated from observed gravity values.
 EH1214
 EH1214;                    North         East    Units  Estimated Accuracy
 EH1214;SPC AR S     -   626,610.      464,610.      MT  (+/- 180 meters Scaled)
 EH1214
 EH1214                          SUPERSEDED SURVEY CONTROL
 EH1214
 EH1214  NGVD 29 (??/??/??)   54.928  (m)          180.21   (f) ADJUSTED    1 2
 EH1214
 EH1214.Superseded values are not recommended for survey control.
 EH1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1214.See file dsdata.txt to determine how the superseded data were derived.
 EH1214
 EH1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU561419(NAD 83)
 EH1214_MARKER: DB = BENCH MARK DISK
 EH1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1214_STAMPING: S 168 1955
 EH1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1214+STABILITY: SURFACE MOTION
 EH1214
 EH1214  HISTORY     - Date     Condition        Report By
 EH1214  HISTORY     - 1955     MONUMENTED       CGS
 EH1214  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1214
 EH1214                          STATION DESCRIPTION
 EH1214
 EH1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1214'1.2 MI NE FROM CLARENDON.
 EH1214'ABOUT 1.2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1214'FROM THE STATION AT CLARENDON, ABOUT 0.2 MILE NORTHEAST OF MILE POLE
 EH1214'213, AT AN EAST-WEST ROAD CROSSING (LEADING WEST ALONG SOUTH SIDE OF A
 EH1214'LEVEE), AT THE OUTSIDE OF A TURN IN LEVEE WITH TANGENTS EXTENDING
 EH1214'NORTHEAST AND WEST, 17 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK,
 EH1214'15 FEET NORTH OF CENTER LINE OF ROAD, 3 FEET NORTHEAST OF CROSSING
 EH1214'WARNING SIGN, 63 1/2 FEET NORTHWEST AND ACROSS ROAD AND TRACK FROM
 EH1214'TELEPHONE POLE NO. 503, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 EH1214'CONCRETE POST PROJECTING 2 INCHES.
 EH1214
 EH1214                          STATION RECOVERY (2003)
 EH1214
 EH1214'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0956 ***********************************************************************
 EH0956  DESIGNATION -  S 169
 EH0956  PID         -  EH0956
 EH0956  STATE/COUNTY-  AR/ST FRANCIS
 EH0956  USGS QUAD   -  PALESTINE (1984)
 EH0956
 EH0956                         *CURRENT SURVEY CONTROL
 EH0956  ___________________________________________________________________
 EH0956* NAD 83(1986)-  34 58 19.     (N)    090 54 25.     (W)     SCALED    
 EH0956* NAVD 88     -        62.527  (meters)     205.14   (feet)  ADJUSTED  
 EH0956  ___________________________________________________________________
 EH0956  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0956  DYNAMIC HT  -          62.470 (meters)     204.95  (feet)  COMP
 EH0956  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 EH0956
 EH0956  VERT ORDER  -  FIRST     CLASS II
 EH0956
 EH0956.The horizontal coordinates were scaled from a topographic map and have
 EH0956.an estimated accuracy of +/- 6 seconds.
 EH0956
 EH0956.The orthometric height was determined by differential leveling
 EH0956.and adjusted by the National Geodetic Survey in June 1991..
 EH0956
 EH0956.The geoid height was determined by GEOID03.
 EH0956
 EH0956.The dynamic height is computed by dividing the NAVD 88
 EH0956.geopotential number by the normal gravity value computed on the
 EH0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0956.degrees latitude (g = 980.6199 gals.).
 EH0956
 EH0956.The modeled gravity was interpolated from observed gravity values.
 EH0956
 EH0956;                    North         East    Units  Estimated Accuracy
 EH0956;SPC AR N     -    71,400.      499,810.      MT  (+/- 180 meters Scaled)
 EH0956
 EH0956                          SUPERSEDED SURVEY CONTROL
 EH0956
 EH0956  NGVD 29 (??/??/??)   62.519  (m)          205.11   (f) ADJUSTED    1 2
 EH0956
 EH0956.Superseded values are not recommended for survey control.
 EH0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0956.See file dsdata.txt to determine how the superseded data were derived.
 EH0956
 EH0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU910719(NAD 83)
 EH0956_MARKER: DB = BENCH MARK DISK
 EH0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0956_SP_SET: CULVERT
 EH0956_STAMPING: S 169 1955
 EH0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0956+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0956
 EH0956  HISTORY     - Date     Condition        Report By
 EH0956  HISTORY     - 1955     MONUMENTED       CGS
 EH0956  HISTORY     - 20030331 GOOD             USACE
 EH0956
 EH0956                          STATION DESCRIPTION
 EH0956
 EH0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0956'0.3 MI SW FROM PALESTINE.
 EH0956'ABOUT 0.3 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0956'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0956'100 YARDS SOUTHWEST OF MILE POLE 52, 80 1/2 FEET SOUTHEAST OF
 EH0956'SOUTHEAST RAIL AND TRESTLE NO. 521A, 13 FEET NORTHWEST OF CENTER LINE
 EH0956'OF A GRAVEL ROAD PARALLEL TO TRACK, 20 FEET NORTH OF JUNCTION OF ROAD
 EH0956'PARALLEL TO TRACK AND A GRAVEL ROAD SOUTH, IN THE TOP OF SOUTHWEST END
 EH0956'OF THE NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER ROAD
 EH0956'PARALLEL TO TRACK, ABOUT 8 FEET BELOW LEVEL OF TRACK AND ABOUT 1 FOOT
 EH0956'ABOVE LEVEL OF GRAVEL ROAD.
 EH0956
 EH0956                          STATION RECOVERY (2003)
 EH0956
 EH0956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0004 ***********************************************************************
 FG0004  DESIGNATION -  S 17
 FG0004  PID         -  FG0004
 FG0004  STATE/COUNTY-  AR/IZARD
 FG0004  USGS QUAD   -  SYLAMORE (1975)
 FG0004
 FG0004                         *CURRENT SURVEY CONTROL
 FG0004  ___________________________________________________________________
 FG0004* NAD 83(1986)-  35 58 41.     (N)    092 03 00.     (W)     SCALED    
 FG0004* NAVD 88     -       243.199  (meters)     797.90   (feet)  ADJUSTED  
 FG0004  ___________________________________________________________________
 FG0004  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FG0004  DYNAMIC HT  -         242.989 (meters)     797.21  (feet)  COMP
 FG0004  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 FG0004
 FG0004  VERT ORDER  -  SECOND    CLASS 0
 FG0004
 FG0004.The horizontal coordinates were scaled from a topographic map and have
 FG0004.an estimated accuracy of +/- 6 seconds.
 FG0004
 FG0004.The orthometric height was determined by differential leveling
 FG0004.and adjusted by the National Geodetic Survey in June 1991..
 FG0004
 FG0004.The geoid height was determined by GEOID03.
 FG0004
 FG0004.The dynamic height is computed by dividing the NAVD 88
 FG0004.geopotential number by the normal gravity value computed on the
 FG0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0004.degrees latitude (g = 980.6199 gals.).
 FG0004
 FG0004.The modeled gravity was interpolated from observed gravity values.
 FG0004
 FG0004;                    North         East    Units  Estimated Accuracy
 FG0004;SPC AR N     -   182,470.      395,490.      MT  (+/- 180 meters Scaled)
 FG0004
 FG0004                          SUPERSEDED SURVEY CONTROL
 FG0004
 FG0004  NGVD 29 (??/??/92)  243.098  (m)          797.56   (f) ADJ UNCH    2 0
 FG0004
 FG0004.Superseded values are not recommended for survey control.
 FG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0004.See file dsdata.txt to determine how the superseded data were derived.
 FG0004
 FG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV856819(NAD 83)
 FG0004_MARKER: DB = BENCH MARK DISK
 FG0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0004_SP_SET: CULVERT
 FG0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0004
 FG0004  HISTORY     - Date     Condition        Report By
 FG0004  HISTORY     - UNK      MONUMENTED       CGS
 FG0004  HISTORY     - 1932     GOOD             NGS
 FG0004  HISTORY     - 1935     GOOD             NGS
 FG0004
 FG0004                          STATION DESCRIPTION
 FG0004
 FG0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0004'5 MI NE FROM SYLAMORE.
 FG0004'LOCATED ON HIGHWAY NO. 9 ABOUT 200 YARDS WEST OF A FARM HOUSE OWNED BY
 FG0004'ALBERT LAWRENCE, AND 1/4 MILE SOUTH OF A HAIR-PIN TURN AND IN THE
 FG0004'MIDDLE OF THE EAST SIDE OF A SMALL FIELD.  30 FEET WEST OF THE
 FG0004'CENTER-LINE OF THE HIGHWAY, 35 FEET NORTH OF A 6 INCH OAK TREE AND 145
 FG0004'YARDS NORTH OF A 24 INCH ROUND CULVERT.
 FG0004
 FG0004                          STATION RECOVERY (1935)
 FG0004
 FG0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1242 ***********************************************************************
 EH1242  DESIGNATION -  S 170
 EH1242  PID         -  EH1242
 EH1242  STATE/COUNTY-  AR/MONROE
 EH1242  USGS QUAD   -  KEEVIL (1971)
 EH1242
 EH1242                         *CURRENT SURVEY CONTROL
 EH1242  ___________________________________________________________________
 EH1242* NAD 83(1986)-  34 51 47.     (N)    091 12 37.     (W)     SCALED    
 EH1242* NAVD 88     -        57.642  (meters)     189.11   (feet)  ADJUSTED  
 EH1242  ___________________________________________________________________
 EH1242  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1242  DYNAMIC HT  -          57.589 (meters)     188.94  (feet)  COMP
 EH1242  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 EH1242
 EH1242  VERT ORDER  -  FIRST     CLASS II
 EH1242
 EH1242.The horizontal coordinates were scaled from a topographic map and have
 EH1242.an estimated accuracy of +/- 6 seconds.
 EH1242
 EH1242.The orthometric height was determined by differential leveling
 EH1242.and adjusted by the National Geodetic Survey in June 1991..
 EH1242
 EH1242.The geoid height was determined by GEOID03.
 EH1242
 EH1242.The dynamic height is computed by dividing the NAVD 88
 EH1242.geopotential number by the normal gravity value computed on the
 EH1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1242.degrees latitude (g = 980.6199 gals.).
 EH1242
 EH1242.The modeled gravity was interpolated from observed gravity values.
 EH1242
 EH1242;                    North         East    Units  Estimated Accuracy
 EH1242;SPC AR S     -   643,900.      472,210.      MT  (+/- 180 meters Scaled)
 EH1242
 EH1242                          SUPERSEDED SURVEY CONTROL
 EH1242
 EH1242  NGVD 29 (??/??/??)   57.646  (m)          189.13   (f) ADJUSTED    1 2
 EH1242
 EH1242.Superseded values are not recommended for survey control.
 EH1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1242.See file dsdata.txt to determine how the superseded data were derived.
 EH1242
 EH1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU635593(NAD 83)
 EH1242_MARKER: DB = BENCH MARK DISK
 EH1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1242_SP_SET: CULVERT
 EH1242_STAMPING: S 170 1955
 EH1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1242+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 EH1242
 EH1242  HISTORY     - Date     Condition        Report By
 EH1242  HISTORY     - 1955     MONUMENTED       CGS
 EH1242  HISTORY     - 20030424 GOOD             USACE
 EH1242
 EH1242                          STATION DESCRIPTION
 EH1242
 EH1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1242'2.05 MI SW FROM BRINKLEY.
 EH1242'ABOUT 2.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION
 EH1242'OF MAIN AND CYPRESS STREETS AT BRINKLEY, ABOUT 1.25 MILES NORTHEAST OF
 EH1242'HIGHWAY BRIDGE OVER BURNT CREEK, IN THE TOP OF NORTHEAST END OF
 EH1242'SOUTHEAST HEAD WALL OF A 15-FOOT CONCRETE CULVERT WITH PARTITION, 24
 EH1242'FEET SOUTHEAST OF CENTER LNE OF HIGHWAY AND ABOUT 1/2 FOOT BELOW LEVEL
 EH1242'OF HIGHWAY.
 EH1242
 EH1242                          STATION RECOVERY (2003)
 EH1242
 EH1242'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0837 ***********************************************************************
 EH0837  DESIGNATION -  S 171
 EH0837  PID         -  EH0837
 EH0837  STATE/COUNTY-  AR/PHILLIPS
 EH0837  USGS QUAD   -  LEXA (1991)
 EH0837
 EH0837                         *CURRENT SURVEY CONTROL
 EH0837  ___________________________________________________________________
 EH0837* NAD 83(1986)-  34 34 12.     (N)    090 45 02.     (W)     SCALED    
 EH0837* NAVD 88     -        61.615  (meters)     202.15   (feet)  ADJUSTED  
 EH0837  ___________________________________________________________________
 EH0837  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH0837  DYNAMIC HT  -          61.556 (meters)     201.96  (feet)  COMP
 EH0837  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 EH0837
 EH0837  VERT ORDER  -  FIRST     CLASS II
 EH0837
 EH0837.The horizontal coordinates were scaled from a topographic map and have
 EH0837.an estimated accuracy of +/- 6 seconds.
 EH0837
 EH0837.The orthometric height was determined by differential leveling
 EH0837.and adjusted by the National Geodetic Survey in June 1991..
 EH0837
 EH0837.The geoid height was determined by GEOID03.
 EH0837
 EH0837.The dynamic height is computed by dividing the NAVD 88
 EH0837.geopotential number by the normal gravity value computed on the
 EH0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0837.degrees latitude (g = 980.6199 gals.).
 EH0837
 EH0837.The modeled gravity was interpolated from observed gravity values.
 EH0837
 EH0837;                    North         East    Units  Estimated Accuracy
 EH0837;SPC AR S     -   611,810.      514,650.      MT  (+/- 180 meters Scaled)
 EH0837
 EH0837                          SUPERSEDED SURVEY CONTROL
 EH0837
 EH0837  NGVD 29 (??/??/??)   61.637  (m)          202.22   (f) ADJUSTED    1 2
 EH0837
 EH0837.Superseded values are not recommended for survey control.
 EH0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0837.See file dsdata.txt to determine how the superseded data were derived.
 EH0837
 EH0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU063276(NAD 83)
 EH0837_MARKER: DB = BENCH MARK DISK
 EH0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0837_STAMPING: S 171 1956
 EH0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0837+STABILITY: SURFACE MOTION
 EH0837
 EH0837  HISTORY     - Date     Condition        Report By
 EH0837  HISTORY     - 1956     MONUMENTED       CGS
 EH0837  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH0837
 EH0837                          STATION DESCRIPTION
 EH0837
 EH0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0837'2.0 MI S FROM LEXA.
 EH0837'ABOUT 2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0837'STATION AT LEXA, ABOUT 1.1 MILES NORTH OF OVERPASS OF STATE HIGHWAY 20
 EH0837'OVER TRACK, ABOUT 0.25 MILE NORTH OF A FIELD ROAD CROSSING, ABOUT 0.55
 EH0837'MILE SOUTH OF AN EAST-WEST GRAVEL ROAD CROSSING, 47 FEET EAST OF EAST
 EH0837'RAIL, 1 FOOT WEST OF A FENCE LINE, 152 FEET NORTHEAST AND ACROSS TRACK
 EH0837'FROM MILEAGE POLE NO. 327/19, 91 FEET EAST-SOUTHEAST AND ACROSS TRACK
 EH0837'FROM MILEAGE POLE NO. 327/18, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 EH0837'POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 EH0837'CONCRETE POST PROJECTING 1 INCH.  NOTE-- 1911 REPORT-MEASUREMENTS PUT
 EH0837'MARK IN A CULTIVATED FIELD.  SMALL PIECES OF CONCRETE WERE FOUND LYING
 EH0837'ABOVE THE GROUND IN THE AREA.
 EH0837
 EH0837                          STATION RECOVERY (1976)
 EH0837
 EH0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0917 ***********************************************************************
 EH0917  DESIGNATION -  S 172
 EH0917  PID         -  EH0917
 EH0917  STATE/COUNTY-  AR/PHILLIPS
 EH0917  USGS QUAD   -  HELENA (1982)
 EH0917
 EH0917                         *CURRENT SURVEY CONTROL
 EH0917  ___________________________________________________________________
 EH0917* NAD 83(1986)-  34 31 46.     (N)    090 36 01.     (W)     SCALED    
 EH0917* NAVD 88     -        63.020  (meters)     206.76   (feet)  ADJUSTED  
 EH0917  ___________________________________________________________________
 EH0917  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH0917  DYNAMIC HT  -          62.959 (meters)     206.56  (feet)  COMP
 EH0917  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EH0917
 EH0917  VERT ORDER  -  FIRST     CLASS II
 EH0917
 EH0917.The horizontal coordinates were scaled from a topographic map and have
 EH0917.an estimated accuracy of +/- 6 seconds.
 EH0917
 EH0917.The orthometric height was determined by differential leveling
 EH0917.and adjusted by the National Geodetic Survey in June 1991..
 EH0917
 EH0917.The geoid height was determined by GEOID03.
 EH0917
 EH0917.The dynamic height is computed by dividing the NAVD 88
 EH0917.geopotential number by the normal gravity value computed on the
 EH0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0917.degrees latitude (g = 980.6199 gals.).
 EH0917
 EH0917.The modeled gravity was interpolated from observed gravity values.
 EH0917
 EH0917;                    North         East    Units  Estimated Accuracy
 EH0917;SPC AR S     -   607,490.      528,500.      MT  (+/- 180 meters Scaled)
 EH0917
 EH0917                          SUPERSEDED SURVEY CONTROL
 EH0917
 EH0917  NGVD 29 (??/??/??)   63.060  (m)          206.89   (f) ADJUSTED    1 2
 EH0917
 EH0917.Superseded values are not recommended for survey control.
 EH0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0917.See file dsdata.txt to determine how the superseded data were derived.
 EH0917
 EH0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU202234(NAD 83)
 EH0917_MARKER: DB = BENCH MARK DISK
 EH0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0917_SP_SET: CULVERT
 EH0917_STAMPING: S 172 1956
 EH0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0917+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0917
 EH0917  HISTORY     - Date     Condition        Report By
 EH0917  HISTORY     - 1956     MONUMENTED       CGS
 EH0917  HISTORY     - 1976     GOOD             NGS
 EH0917  HISTORY     - 20030402 GOOD             USACE
 EH0917
 EH0917                          STATION DESCRIPTION
 EH0917
 EH0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0917'IN HELENA.
 EH0917'AT HELENA, ABOUT 0.8 MILE WEST ALONG PERRY STREET FROM THE COURT
 EH0917'HOUSE, AT THE CROSSING OF PERRY STREET AND THE EAST BOUND ROUTE OF
 EH0917'STATE HIGHWAY 20, ABOUT 65 YARDS SOUTHEAST OF CENTER OF INTERSECTION,
 EH0917'21 1/2 FEET SOUTHWEST OF SOUTHWEST CURB OF EAST BOUND ROUTE OF HIGHWAY
 EH0917'20, IN THE TOP OF NORTHWEST END OF SOUTHWEST HEAD WALL OF AN 8-FOOT
 EH0917'CONCRETE CULVERT UNDER HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF
 EH0917'HIGHWAY.
 EH0917
 EH0917                          STATION RECOVERY (1976)
 EH0917
 EH0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0917'RECOVERED IN GOOD CONDITION.
 EH0917
 EH0917                          STATION RECOVERY (2003)
 EH0917
 EH0917'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0265 ***********************************************************************
 FF0265  DESIGNATION -  S 173
 FF0265  PID         -  FF0265
 FF0265  STATE/COUNTY-  AR/CRITTENDEN
 FF0265  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0265
 FF0265                         *CURRENT SURVEY CONTROL
 FF0265  ___________________________________________________________________
 FF0265* NAD 83(1986)-  35 08 33.     (N)    090 05 38.     (W)     SCALED    
 FF0265* NAVD 88     -        71.531  (meters)     234.68   (feet)  ADJUSTED  
 FF0265  ___________________________________________________________________
 FF0265  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0265  DYNAMIC HT  -          71.467 (meters)     234.47  (feet)  COMP
 FF0265  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 FF0265
 FF0265  VERT ORDER  -  FIRST     CLASS I
 FF0265
 FF0265.The horizontal coordinates were scaled from a topographic map and have
 FF0265.an estimated accuracy of +/- 6 seconds.
 FF0265
 FF0265.The orthometric height was determined by differential leveling
 FF0265.and adjusted by the National Geodetic Survey in January 1995..
 FF0265.WARNING-Repeat measurements at this control monument indicate possible
 FF0265.vertical movement.
 FF0265
 FF0265.The geoid height was determined by GEOID03.
 FF0265
 FF0265.The dynamic height is computed by dividing the NAVD 88
 FF0265.geopotential number by the normal gravity value computed on the
 FF0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0265.degrees latitude (g = 980.6199 gals.).
 FF0265
 FF0265.The modeled gravity was interpolated from observed gravity values.
 FF0265
 FF0265;                    North         East    Units  Estimated Accuracy
 FF0265;SPC AR N     -    91,450.      573,690.      MT  (+/- 180 meters Scaled)
 FF0265
 FF0265                          SUPERSEDED SURVEY CONTROL
 FF0265
 FF0265  NAVD 88 (06/15/91)   71.553  (m)          234.75   (f) UNKNOWN     1 1
 FF0265  NGVD 29 (??/??/??)   71.537  (m)          234.70   (f) ADJUSTED    1 1
 FF0265
 FF0265.Superseded values are not recommended for survey control.
 FF0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0265.See file dsdata.txt to determine how the superseded data were derived.
 FF0265
 FF0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU647927(NAD 83)
 FF0265_MARKER: DB = BENCH MARK DISK
 FF0265_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FF0265_SP_SET: FOUNDATION
 FF0265_STAMPING: S 173 1956
 FF0265_MARK LOGO: CGS   
 FF0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0265+STABILITY: SURFACE MOTION
 FF0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0265+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1992
 FF0265
 FF0265  HISTORY     - Date     Condition        Report By
 FF0265  HISTORY     - 1956     MONUMENTED       CGS
 FF0265  HISTORY     - 1976     GOOD             NGS
 FF0265  HISTORY     - 19920318 GOOD             NGS
 FF0265
 FF0265                          STATION DESCRIPTION
 FF0265
 FF0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0265'AT BRIDGE JUNCTION.
 FF0265'AT BRIDGE JUNCTION, AT THE INTERSECTION OF THE ST. LOUIS-SAN
 FF0265'FRANCISCO RAILWAY AND THE MISSOURI PACIFIC RAILROAD, ABOUT 0.7
 FF0265'MILE NORTHWEST OF WEST END OF HARAHAN RAILROAD BRIDGE OVER
 FF0265'MISSISSIPPI RIVER, 25 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE
 FF0265'FRISCO RAILWAY, 8.6 FEET NORTH-NORTHEAST OF NEAR RAIL OF THE
 FF0265'M.P. RR, 15 FEET SOUTHWEST OF SIGN BRIDGE JUNCTION, 14.8 FEET
 FF0265'WEST OF CENTER OF IRON LID OF WESTERN UNION TELEGRAPH COMPANY
 FF0265'MAN HOLE, IN THE TOP OF NORTH CORNER OF A 5 1/2 BY 2-FOOT
 FF0265'ABANDONED CONCRETE FOUNDATION (FORMERLY FOR INTERLOCKING SYSTEM),
 FF0265'AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 FF0265
 FF0265                          STATION RECOVERY (1976)
 FF0265
 FF0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0265'RECOVERED IN GOOD CONDITION.
 FF0265
 FF0265                          STATION RECOVERY (1992)
 FF0265
 FF0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0265'3.6 KM (2.25 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 FF0265'JUNCTION OF INTERSTATE HIGHWAY 40 IN WEST MEMPHIS, IN A 2 BY 5.5-FOOT
 FF0265'ABANDONED CONCRETE FOUNDATION, AT BRIDGE JUNCTION, 16.6 M (54.5 FT)
 FF0265'SOUTH-SOUTHEAST OF A RAILROAD SIGNAL, 10.6 M (34.8 FT) WEST OF THE
 FF0265'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 4.6 M (15.1 FT)
 FF0265'WEST-NORTHWEST OF THE CENTER OF A MANHOLE COVER, 2.5 M (8.2 FT)
 FF0265'NORTH-NORTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, AND
 FF0265'0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0140 ***********************************************************************
 FF0140  DESIGNATION -  S 174
 FF0140  PID         -  FF0140
 FF0140  STATE/COUNTY-  AR/CRITTENDEN
 FF0140  USGS QUAD   -  JERICHO (1993)
 FF0140
 FF0140                         *CURRENT SURVEY CONTROL
 FF0140  ___________________________________________________________________
 FF0140* NAD 83(1986)-  35 17 40.     (N)    090 13 48.     (W)     SCALED    
 FF0140* NAVD 88     -        68.771  (meters)     225.63   (feet)  ADJUSTED  
 FF0140  ___________________________________________________________________
 FF0140  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0140  DYNAMIC HT  -          68.710 (meters)     225.43  (feet)  COMP
 FF0140  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FF0140
 FF0140  VERT ORDER  -  FIRST     CLASS II
 FF0140
 FF0140.The horizontal coordinates were scaled from a topographic map and have
 FF0140.an estimated accuracy of +/- 6 seconds.
 FF0140
 FF0140.The orthometric height was determined by differential leveling
 FF0140.and adjusted by the National Geodetic Survey in January 1995..
 FF0140
 FF0140.The geoid height was determined by GEOID03.
 FF0140
 FF0140.The dynamic height is computed by dividing the NAVD 88
 FF0140.geopotential number by the normal gravity value computed on the
 FF0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0140.degrees latitude (g = 980.6199 gals.).
 FF0140
 FF0140.The modeled gravity was interpolated from observed gravity values.
 FF0140
 FF0140;                    North         East    Units  Estimated Accuracy
 FF0140;SPC AR N     -   108,070.      560,980.      MT  (+/- 180 meters Scaled)
 FF0140
 FF0140                          SUPERSEDED SURVEY CONTROL
 FF0140
 FF0140  NAVD 88 (06/15/91)   68.778  (m)          225.65   (f) UNKNOWN     1 2
 FF0140  NGVD 29 (10/05/93)   68.756  (m)          225.58   (f) ADJUSTED    1 2
 FF0140
 FF0140.Superseded values are not recommended for survey control.
 FF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0140.See file dsdata.txt to determine how the superseded data were derived.
 FF0140
 FF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV518092(NAD 83)
 FF0140_MARKER: DB = BENCH MARK DISK
 FF0140_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0140_SP_SET: HEADWALL
 FF0140_STAMPING: S 174 1956
 FF0140_MARK LOGO: CGS   
 FF0140_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0140+STABILITY: SURFACE MOTION
 FF0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0140+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0140
 FF0140  HISTORY     - Date     Condition        Report By
 FF0140  HISTORY     - 1956     MONUMENTED       CGS
 FF0140  HISTORY     - 19920319 GOOD             NGS
 FF0140  HISTORY     - 20021024 GOOD             USACE
 FF0140
 FF0140                          STATION DESCRIPTION
 FF0140
 FF0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0140'1.1 MI SE FROM CLARKEDALE.
 FF0140'1.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0140'FROM THE STATION AND BLACK TOP ROAD CROSSING AT CLARKEDALE, ABOUT
 FF0140'0.25 MILE SOUTHEAST OF A RED BRICK SCHOOL BUILDING, ABOUT 0.4
 FF0140'MILE NORTHWEST OF JERICHO MERCANTILE COMPANY STORE AT JERICHO,
 FF0140'ACROSS TRACK FROM POINT BETWEEN MILEAGE TELEPHONE POLES NO.
 FF0140'467/29 AND 467/30, 29 FEET SOUTHWEST OF SOUTHWEST RAIL, 44 FEET
 FF0140'NORTHEAST OF CENTER LINE OF OLD U.S. HIGHWAY 63, IN THE TOP OF
 FF0140'SOUTHEAST END OF SOUTHWEST HEADWALL OF AN 8-FOOT CONCRETE CULVERT
 FF0140'UNDER TRACK, ABOUT 4 FEET BELOW LEVEL OF TRACK AND ABOUT 1 FOOT
 FF0140'ABOVE LEVEL OF OLD HIGHWAY.
 FF0140
 FF0140                          STATION RECOVERY (1992)
 FF0140
 FF0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0140'9.5 KM (5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM THE HIGH SCHOOL
 FF0140'IN TURRELL, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF
 FF0140'THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE BURLINGTON NORTHERN
 FF0140'RAILROAD, 13.4 M (44.0 FT) EAST OF THE HIGHWAY CENTERLINE, 8.8 M
 FF0140'(28.9 FT) WEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 FF0140'OF THE HIGHWAY.
 FF0140
 FF0140                          STATION RECOVERY (2002)
 FF0140
 FF0140'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0557 ***********************************************************************
 FF0557  DESIGNATION -  S 175
 FF0557  PID         -  FF0557
 FF0557  STATE/COUNTY-  AR/CROSS
 FF0557  USGS QUAD   -  HAMLIN (1984)
 FF0557
 FF0557                         *CURRENT SURVEY CONTROL
 FF0557  ___________________________________________________________________
 FF0557* NAD 83(1986)-  35 14 02.     (N)    090 54 40.     (W)     SCALED    
 FF0557* NAVD 88     -        66.715  (meters)     218.88   (feet)  ADJUSTED  
 FF0557  ___________________________________________________________________
 FF0557  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0557  DYNAMIC HT  -          66.655 (meters)     218.68  (feet)  COMP
 FF0557  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 FF0557
 FF0557  VERT ORDER  -  FIRST     CLASS II
 FF0557
 FF0557.The horizontal coordinates were scaled from a topographic map and have
 FF0557.an estimated accuracy of +/- 6 seconds.
 FF0557
 FF0557.The orthometric height was determined by differential leveling
 FF0557.and adjusted by the National Geodetic Survey in June 1991..
 FF0557
 FF0557.The geoid height was determined by GEOID03.
 FF0557
 FF0557.The dynamic height is computed by dividing the NAVD 88
 FF0557.geopotential number by the normal gravity value computed on the
 FF0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0557.degrees latitude (g = 980.6199 gals.).
 FF0557
 FF0557.The modeled gravity was interpolated from observed gravity values.
 FF0557
 FF0557;                    North         East    Units  Estimated Accuracy
 FF0557;SPC AR N     -   100,460.      499,110.      MT  (+/- 180 meters Scaled)
 FF0557
 FF0557                          SUPERSEDED SURVEY CONTROL
 FF0557
 FF0557  NGVD 29 (??/??/??)   66.684  (m)          218.78   (f) ADJUSTED    1 2
 FF0557
 FF0557.Superseded values are not recommended for survey control.
 FF0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0557.See file dsdata.txt to determine how the superseded data were derived.
 FF0557
 FF0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV900009(NAD 83)
 FF0557_MARKER: DB = BENCH MARK DISK
 FF0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0557_SP_SET: BRIDGE ABUTMENT
 FF0557_STAMPING: S 175 1956
 FF0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0557
 FF0557  HISTORY     - Date     Condition        Report By
 FF0557  HISTORY     - 1956     MONUMENTED       CGS
 FF0557
 FF0557                          STATION DESCRIPTION
 FF0557
 FF0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0557'7 MI E FROM FAIROAKS.
 FF0557'ABOUT 6.95 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0557'THE STATION AT FAIROAKS, ABOUT 6.7 MILES WEST OF THE STATION AT
 FF0557'WYNNE, ABOUT 10 YARDS SOUTHWEST OF TELEPHONE POLE NO. 325/22, IN
 FF0557'THE TOP OF NORTH END OF BACK WALL OF EAST CONCRETE ABUTMENT OF
 FF0557'A 0.1 MILE LONG CONCRETE BRIDGE NO. 325.6, 7 FEET NORTH OF NORTH
 FF0557'RAIL AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0854 ***********************************************************************
 EH0854  DESIGNATION -  S 176
 EH0854  PID         -  EH0854
 EH0854  STATE/COUNTY-  AR/LEE
 EH0854  USGS QUAD   -  MORO (1984)
 EH0854
 EH0854                         *CURRENT SURVEY CONTROL
 EH0854  ___________________________________________________________________
 EH0854* NAD 83(1986)-  34 45 06.     (N)    090 56 39.     (W)     SCALED    
 EH0854* NAVD 88     -        60.704  (meters)     199.16   (feet)  ADJUSTED  
 EH0854  ___________________________________________________________________
 EH0854  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0854  DYNAMIC HT  -          60.648 (meters)     198.98  (feet)  COMP
 EH0854  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 EH0854
 EH0854  VERT ORDER  -  FIRST     CLASS II
 EH0854
 EH0854.The horizontal coordinates were scaled from a topographic map and have
 EH0854.an estimated accuracy of +/- 6 seconds.
 EH0854
 EH0854.The orthometric height was determined by differential leveling
 EH0854.and adjusted by the National Geodetic Survey in June 1991..
 EH0854
 EH0854.The geoid height was determined by GEOID03.
 EH0854
 EH0854.The dynamic height is computed by dividing the NAVD 88
 EH0854.geopotential number by the normal gravity value computed on the
 EH0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0854.degrees latitude (g = 980.6199 gals.).
 EH0854
 EH0854.The modeled gravity was interpolated from observed gravity values.
 EH0854
 EH0854;                    North         East    Units  Estimated Accuracy
 EH0854;SPC AR S     -   631,760.      496,670.      MT  (+/- 180 meters Scaled)
 EH0854
 EH0854                          SUPERSEDED SURVEY CONTROL
 EH0854
 EH0854  NGVD 29 (??/??/??)   60.716  (m)          199.20   (f) ADJUSTED    1 2
 EH0854
 EH0854.Superseded values are not recommended for survey control.
 EH0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0854.See file dsdata.txt to determine how the superseded data were derived.
 EH0854
 EH0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU881474(NAD 83)
 EH0854_MARKER: DB = BENCH MARK DISK
 EH0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0854_STAMPING: S 176 1955
 EH0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0854+STABILITY: SURFACE MOTION
 EH0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0854+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0854
 EH0854  HISTORY     - Date     Condition        Report By
 EH0854  HISTORY     - 1955     MONUMENTED       CGS
 EH0854  HISTORY     - 20030331 GOOD             USACE
 EH0854
 EH0854                          STATION DESCRIPTION
 EH0854
 EH0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0854'4.9 MI SE FROM MORO.
 EH0854'ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH0854'AT MORO, THENCE ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 79, THENCE
 EH0854'ABOUT 1.6 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 0.45 MILE NORTH OF A
 EH0854'CROSSROAD, 27 FEET EAST OF CENTER LINE OF ROAD, 41 FEET WEST-SOUTHWEST
 EH0854'OF SOUTHWEST CORNER OF A TENANT HOUSE, 72 FEET SOUTH OF A 40-INCH OAK
 EH0854'TREE, 32 FEET WEST OF A WELL WITH ELECTRIC PUMP, 1 FOOT SOUTH OF A
 EH0854'FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 EH0854'POST PROJECTING 2 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE SCHOOL
 EH0854'AT AUBREY, LEE COUNTY, BY GOING ABOUT 1.9 MILES NORTH ALONG STATE
 EH0854'HIGHWAY 121, THENCE ABOUT 2.65 MILES WEST ALONG A DIRT ROAD, THENCE
 EH0854'ABOUT 0.45 MILE NORTH ALONG A GRAVEL ROAD.
 EH0854
 EH0854                          STATION RECOVERY (2003)
 EH0854
 EH0854'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1185 ***********************************************************************
 EH1185  DESIGNATION -  S 177
 EH1185  PID         -  EH1185
 EH1185  STATE/COUNTY-  AR/PRAIRIE
 EH1185  USGS QUAD   -  ULM (1968)
 EH1185
 EH1185                         *CURRENT SURVEY CONTROL
 EH1185  ___________________________________________________________________
 EH1185* NAD 83(1986)-  34 35 22.     (N)    091 26 25.     (W)     SCALED    
 EH1185* NAVD 88     -        63.362  (meters)     207.88   (feet)  ADJUSTED  
 EH1185  ___________________________________________________________________
 EH1185  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH1185  DYNAMIC HT  -          63.302 (meters)     207.68  (feet)  COMP
 EH1185  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 EH1185
 EH1185  VERT ORDER  -  FIRST     CLASS II
 EH1185
 EH1185.The horizontal coordinates were scaled from a topographic map and have
 EH1185.an estimated accuracy of +/- 6 seconds.
 EH1185
 EH1185.The orthometric height was determined by differential leveling
 EH1185.and adjusted by the National Geodetic Survey in June 1991..
 EH1185
 EH1185.The geoid height was determined by GEOID03.
 EH1185
 EH1185.The dynamic height is computed by dividing the NAVD 88
 EH1185.geopotential number by the normal gravity value computed on the
 EH1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1185.degrees latitude (g = 980.6199 gals.).
 EH1185
 EH1185.The modeled gravity was interpolated from observed gravity values.
 EH1185
 EH1185;                    North         East    Units  Estimated Accuracy
 EH1185;SPC AR S     -   613,410.      451,350.      MT  (+/- 180 meters Scaled)
 EH1185
 EH1185                          SUPERSEDED SURVEY CONTROL
 EH1185
 EH1185  NGVD 29 (??/??/??)   63.387  (m)          207.96   (f) ADJUSTED    1 2
 EH1185
 EH1185.Superseded values are not recommended for survey control.
 EH1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1185.See file dsdata.txt to determine how the superseded data were derived.
 EH1185
 EH1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU430286(NAD 83)
 EH1185_MARKER: DB = BENCH MARK DISK
 EH1185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1185_SP_SET: CONCRETE BLOCK
 EH1185_STAMPING: S 177 1955
 EH1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1185+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1185
 EH1185  HISTORY     - Date     Condition        Report By
 EH1185  HISTORY     - 1955     MONUMENTED       CGS
 EH1185  HISTORY     - 20030422 GOOD             USACE
 EH1185
 EH1185                          STATION DESCRIPTION
 EH1185
 EH1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1185'1.45 MI NE FROM ULM.
 EH1185'ABOUT 1.45 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1185'FROM THE STATION SIGN AT ULM, AT AN IRRIGATION WELL ON PROPERTY OF
 EH1185'IRVIN STEWART, AT WELL 2 S - 4W - 28 BDA, IN THE TOP OF SOUTHWEST
 EH1185'CORNER OF A 4-FOOT SQUARE CONCRETE BLOCK CAST AROUND WELL, 166 FEET
 EH1185'EAST OF CENTER OF CROSSING OF A FARM ROAD AND TRACK, 54 FEET SOUTH OF
 EH1185'CENTER LINE OF FARM DRIVE AND ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK.
 EH1185'NOTE-- WELL IS INSIDE A SMALL SHED AND ROOF IS ATTACHED WITH HINGES SO
 EH1185'THAT IT CAN BE RAISED AND A ROD HELD ON MARK.
 EH1185
 EH1185                          STATION RECOVERY (2003)
 EH1185
 EH1185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0199 ***********************************************************************
 FF0199  DESIGNATION -  S 178
 FF0199  PID         -  FF0199
 FF0199  STATE/COUNTY-  AR/ST FRANCIS
 FF0199  USGS QUAD   -  CHATFIELD (1992)
 FF0199
 FF0199                         *CURRENT SURVEY CONTROL
 FF0199  ___________________________________________________________________
 FF0199* NAD 83(1986)-  35 05 00.     (N)    090 26 22.     (W)     SCALED    
 FF0199* NAVD 88     -        60.506  (meters)     198.51   (feet)  ADJUSTED  
 FF0199  ___________________________________________________________________
 FF0199  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FF0199  DYNAMIC HT  -          60.452 (meters)     198.33  (feet)  COMP
 FF0199  MODELED GRAV-     979,734.0   (mgal)                       NAVD 88
 FF0199
 FF0199  VERT ORDER  -  FIRST     CLASS II
 FF0199
 FF0199.The horizontal coordinates were scaled from a topographic map and have
 FF0199.an estimated accuracy of +/- 6 seconds.
 FF0199
 FF0199.The orthometric height was determined by differential leveling
 FF0199.and adjusted by the National Geodetic Survey in June 1991..
 FF0199
 FF0199.The geoid height was determined by GEOID03.
 FF0199
 FF0199.The dynamic height is computed by dividing the NAVD 88
 FF0199.geopotential number by the normal gravity value computed on the
 FF0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0199.degrees latitude (g = 980.6199 gals.).
 FF0199
 FF0199.The modeled gravity was interpolated from observed gravity values.
 FF0199
 FF0199;                    North         East    Units  Estimated Accuracy
 FF0199;SPC AR N     -    84,330.      542,310.      MT  (+/- 180 meters Scaled)
 FF0199
 FF0199                          SUPERSEDED SURVEY CONTROL
 FF0199
 FF0199  NGVD 29 (??/??/??)   60.485  (m)          198.44   (f) ADJUSTED    1 2
 FF0199
 FF0199.Superseded values are not recommended for survey control.
 FF0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0199.See file dsdata.txt to determine how the superseded data were derived.
 FF0199
 FF0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU334852(NAD 83)
 FF0199_MARKER: DB = BENCH MARK DISK
 FF0199_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0199_SP_SET: 50 FEET
 FF0199_STAMPING: S 178 1956
 FF0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0199
 FF0199  HISTORY     - Date     Condition        Report By
 FF0199  HISTORY     - 1956     MONUMENTED       CGS
 FF0199  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0199  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0199
 FF0199                          STATION DESCRIPTION
 FF0199
 FF0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0199'3.3 MI NE FROM HETH.
 FF0199'3.3 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0199'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND FLAG STATION
 FF0199'AT HETH, ABOUT 0.3 MILE EAST-NORTHEAST OF MILE POLE 24, 216 FEET
 FF0199'SOUTH AND ACROSS A DIRT ROAD FROM THE SOUTH RAIL, 106 FEET SOUTH
 FF0199'OF CENTER LINE OF ROAD AND AT A POINT JUST WEST OF A CURVE IN
 FF0199'ROAD WITH TANGENTS EXTENDING WEST AND SOUTH, 94 FEET WEST OF
 FF0199'CENTER LINE OF A DRIVE TO P.S. JACKSON RESIDENCE, 37 FEET
 FF0199'WEST-NORTHWEST OF NORTHWEST CORNER OF HOUSE, 6 FEET NORTHEAST
 FF0199'OF A POWER POLE ON BRANCH LINE TO HOUSE, ABOUT 7 FEET BELOW LEVEL
 FF0199'OF TRACK AND IS A DISK ON TOP OF A COPPER-COATED STEEL ROD ABOUT
 FF0199'FLUSH WITH GROUND AND SURROUNDED BY A 4-INCH TILE.  THE ROD IS
 FF0199'DRIVEN TO A DEPTH OF 50-FEET IN GROUND.
 FF0199
 FF0199                          STATION RECOVERY (1977)
 FF0199
 FF0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0199'MARK NOT FOUND.
 FF0199
 FF0199                          STATION RECOVERY (1977)
 FF0199
 FF0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0745 ***********************************************************************
 FF0745  DESIGNATION -  S 179
 FF0745  PID         -  FF0745
 FF0745  STATE/COUNTY-  AR/CRAIGHEAD
 FF0745  USGS QUAD   -  JONESBORO (1983)
 FF0745
 FF0745                         *CURRENT SURVEY CONTROL
 FF0745  ___________________________________________________________________
 FF0745* NAD 83(1986)-  35 49 03.     (N)    090 38 55.     (W)     SCALED    
 FF0745* NAVD 88     -        76.269  (meters)     250.23   (feet)  ADJUSTED  
 FF0745  ___________________________________________________________________
 FF0745  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0745  DYNAMIC HT  -          76.204 (meters)     250.01  (feet)  COMP
 FF0745  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 FF0745
 FF0745  VERT ORDER  -  FIRST     CLASS II
 FF0745
 FF0745.The horizontal coordinates were scaled from a topographic map and have
 FF0745.an estimated accuracy of +/- 6 seconds.
 FF0745
 FF0745.The orthometric height was determined by differential leveling
 FF0745.and adjusted by the National Geodetic Survey in January 1995..
 FF0745
 FF0745.The geoid height was determined by GEOID03.
 FF0745
 FF0745.The dynamic height is computed by dividing the NAVD 88
 FF0745.geopotential number by the normal gravity value computed on the
 FF0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0745.degrees latitude (g = 980.6199 gals.).
 FF0745
 FF0745.The modeled gravity was interpolated from observed gravity values.
 FF0745
 FF0745;                    North         East    Units  Estimated Accuracy
 FF0745;SPC AR N     -   165,500.      522,120.      MT  (+/- 180 meters Scaled)
 FF0745
 FF0745                          SUPERSEDED SURVEY CONTROL
 FF0745
 FF0745  NAVD 88 (06/15/91)   76.282  (m)          250.27   (f) UNKNOWN     1 2
 FF0745  NGVD 29 (10/05/93)   76.192  (m)          249.97   (f) ADJUSTED    1 2
 FF0745
 FF0745.Superseded values are not recommended for survey control.
 FF0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0745.See file dsdata.txt to determine how the superseded data were derived.
 FF0745
 FF0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV124662(NAD 83)
 FF0745_MARKER: DB = BENCH MARK DISK
 FF0745_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0745_SP_SET: HEADWALL
 FF0745_STAMPING: S 179 1956
 FF0745_MARK LOGO: CGS   
 FF0745_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0745+STABILITY: SURFACE MOTION
 FF0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0745+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 FF0745
 FF0745  HISTORY     - Date     Condition        Report By
 FF0745  HISTORY     - 1956     MONUMENTED       CGS
 FF0745  HISTORY     - 19920322 GOOD             NGS
 FF0745  HISTORY     - 20020816 GOOD             USACE
 FF0745
 FF0745                          STATION DESCRIPTION
 FF0745
 FF0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0745'AT NETTLETON.
 FF0745'AT NETTLETON, IN THE NORTH QUARTER OF INTERSECTION OF THE ST.
 FF0745'LOUIS-SAN FRANCISCO RAILWAY AND THE MISSOURI PACIFIC RAILROAD, IN
 FF0745'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A TWIN
 FF0745'4-FOOT CONCRETE BOX CULVERT UNDER THE M.P. RR, 26 1/2 FEET NORTHEAST
 FF0745'OF NORTHEAST RAIL OF THE ST. L. - S.F. RY., 11 1/2 FEET NORTHWEST
 FF0745'OF NORTHWEST RAIL OF THE M.P. RR, 51 1/2 FEET NORTHEAST AND ACROSS
 FF0745'TRACK FROM THE ST. L.S.F. RY., STATION, 1/2 FOOT NORTHEAST OF
 FF0745'SOUTHWEST END OF HEAD WALL AND ABOUT 2 1/2 FEET BELOW LEVEL OF
 FF0745'TRACK.
 FF0745
 FF0745                          STATION RECOVERY (1992)
 FF0745
 FF0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0745'IN JONESBORO, AT 4940 EAST NETTLETON AVENUE, IN TOP OF AND 0.2 M
 FF0745'(0.7 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A
 FF0745'CULVERT, 46.5 M (152.6 FT) EAST OF THE NORTHEAST CORNER OF THE HARLEY
 FF0745'CHIROPRACTIC CLINIC AT 4940 EAST NETTLETON AVENUE, 8.0 M (26.2 FT)
 FF0745'NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 3.5 M
 FF0745'(11.5 FT) NORTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD.
 FF0745'AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE TRACKS.
 FF0745
 FF0745                          STATION RECOVERY (2002)
 FF0745
 FF0745'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0814 ***********************************************************************
 FG0814  DESIGNATION -  S 18
 FG0814  PID         -  FG0814
 FG0814  STATE/COUNTY-  AR/NEWTON
 FG0814  USGS QUAD   -  PARTHENON (1980)
 FG0814
 FG0814                         *CURRENT SURVEY CONTROL
 FG0814  ___________________________________________________________________
 FG0814* NAD 83(1986)-  35 59 42.     (N)    093 10 46.     (W)     SCALED    
 FG0814* NAVD 88     -       393.767  (meters)    1291.88   (feet)  ADJUSTED  
 FG0814  ___________________________________________________________________
 FG0814  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG0814  DYNAMIC HT  -         393.407 (meters)    1290.70  (feet)  COMP
 FG0814  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 FG0814
 FG0814  VERT ORDER  -  SECOND    CLASS 0
 FG0814
 FG0814.The horizontal coordinates were scaled from a topographic map and have
 FG0814.an estimated accuracy of +/- 6 seconds.
 FG0814
 FG0814.The orthometric height was determined by differential leveling
 FG0814.and adjusted by the National Geodetic Survey in June 1991..
 FG0814
 FG0814.The geoid height was determined by GEOID03.
 FG0814
 FG0814.The dynamic height is computed by dividing the NAVD 88
 FG0814.geopotential number by the normal gravity value computed on the
 FG0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0814.degrees latitude (g = 980.6199 gals.).
 FG0814
 FG0814.The modeled gravity was interpolated from observed gravity values.
 FG0814
 FG0814;                    North         East    Units  Estimated Accuracy
 FG0814;SPC AR N     -   184,990.      293,660.      MT  (+/- 180 meters Scaled)
 FG0814
 FG0814                          SUPERSEDED SURVEY CONTROL
 FG0814
 FG0814  NGVD 29 (??/??/92)  393.666  (m)         1291.55   (f) ADJ UNCH    2 0
 FG0814
 FG0814.Superseded values are not recommended for survey control.
 FG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0814.See file dsdata.txt to determine how the superseded data were derived.
 FG0814
 FG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV838834(NAD 83)
 FG0814_MARKER: DB = BENCH MARK DISK
 FG0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0814_STAMPING: S 181 1932
 FG0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0814+STABILITY: SURFACE MOTION
 FG0814
 FG0814  HISTORY     - Date     Condition        Report By
 FG0814  HISTORY     - 1932     MONUMENTED       CGS
 FG0814  HISTORY     - 1966     GOOD             USGS
 FG0814  HISTORY     - 20050519 MARK NOT FOUND   ARHD
 FG0814
 FG0814                          STATION DESCRIPTION
 FG0814
 FG0814'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FG0814'1.75 MI S FROM JASPER.
 FG0814'ABOUT 1 3/4 MI SO ALONG ST HWY 7 FROM JASPER, NEWTON, COUNTY., IN THE
 FG0814'NW/4 SW/4, SEC 35, T16N, R21W., AT THE TOPS OF THE FIRST LONG GRADE OF
 FG0814'JASPER APPROX 870 FT E OF RD JOT., APPROX 250 YRDS NO OF HOUSE OF J.A.
 FG0814'HARRISON, 41 FT NO OF CENTER LINE OF CO RD., 21 FT SO OF CENTERLO
 FG0814'CENTER LINE OF OLD HWY., AT STD DISK STAMPED 1291.553 S181932 AND SET
 FG0814'IN THE TOP OF A CONCRETE POST.
 FG0814
 FG0814                          STATION RECOVERY (2005)
 FG0814
 FG0814'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0838 ***********************************************************************
 FF0838  DESIGNATION -  S 180
 FF0838  PID         -  FF0838
 FF0838  STATE/COUNTY-  AR/POINSETT
 FF0838  USGS QUAD   -  WEINER (1980)
 FF0838
 FF0838                         *CURRENT SURVEY CONTROL
 FF0838  ___________________________________________________________________
 FF0838* NAD 83(1986)-  35 37 12.     (N)    090 53 48.     (W)     SCALED    
 FF0838* NAVD 88     -        75.985  (meters)     249.29   (feet)  ADJUSTED  
 FF0838  ___________________________________________________________________
 FF0838  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF0838  DYNAMIC HT  -          75.920 (meters)     249.08  (feet)  COMP
 FF0838  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FF0838
 FF0838  VERT ORDER  -  FIRST     CLASS II
 FF0838
 FF0838.The horizontal coordinates were scaled from a topographic map and have
 FF0838.an estimated accuracy of +/- 6 seconds.
 FF0838
 FF0838.The orthometric height was determined by differential leveling
 FF0838.and adjusted by the National Geodetic Survey in June 1991..
 FF0838
 FF0838.The geoid height was determined by GEOID03.
 FF0838
 FF0838.The dynamic height is computed by dividing the NAVD 88
 FF0838.geopotential number by the normal gravity value computed on the
 FF0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0838.degrees latitude (g = 980.6199 gals.).
 FF0838
 FF0838.The modeled gravity was interpolated from observed gravity values.
 FF0838
 FF0838;                    North         East    Units  Estimated Accuracy
 FF0838;SPC AR N     -   143,310.      499,950.      MT  (+/- 180 meters Scaled)
 FF0838
 FF0838                          SUPERSEDED SURVEY CONTROL
 FF0838
 FF0838  NGVD 29 (??/??/??)   75.924  (m)          249.09   (f) ADJUSTED    1 2
 FF0838
 FF0838.Superseded values are not recommended for survey control.
 FF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0838.See file dsdata.txt to determine how the superseded data were derived.
 FF0838
 FF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV904438(NAD 83)
 FF0838_MARKER: DB = BENCH MARK DISK
 FF0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0838_SP_SET: BUILDING
 FF0838_STAMPING: S 180 1956
 FF0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0838+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0838
 FF0838  HISTORY     - Date     Condition        Report By
 FF0838  HISTORY     - 1956     MONUMENTED       CGS
 FF0838  HISTORY     - 20020821 GOOD             USACE
 FF0838
 FF0838                          STATION DESCRIPTION
 FF0838
 FF0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0838'AT WEINER.
 FF0838'AT WEINER, ABOUT 66 YARDS SOUTHEAST AND ACROSS STATE HIGHWAY
 FF0838'39 AND THE ST. LOUIS SOUTHWESTERN RAILWAY TRACK FROM THE RAILROAD
 FF0838'STATION, SET VERTICALLY IN THE WEST FACE OF FOWLERS GENERAL
 FF0838'MERCHANDISE STORE, 30 FEET EAST OF CENTER LINE OF STATE HIGHWAY
 FF0838'39, 30 FEET NORTH OF CENTER LINE OF AN EAST-WEST STREET, 2 1/4
 FF0838'FEET NORTH OF SOUTHWEST CORNER OF BUILDING AND ABOUT 2 FEET ABOVE
 FF0838'SIDE WALK.
 FF0838
 FF0838                          STATION RECOVERY (2002)
 FF0838
 FF0838'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0824 ***********************************************************************
 FF0824  DESIGNATION -  S 181
 FF0824  PID         -  FF0824
 FF0824  STATE/COUNTY-  AR/POINSETT
 FF0824  USGS QUAD   -  WEINER (1980)
 FF0824
 FF0824                         *CURRENT SURVEY CONTROL
 FF0824  ___________________________________________________________________
 FF0824* NAD 83(1986)-  35 31 02.     (N)    090 57 29.     (W)     SCALED    
 FF0824* NAVD 88     -        71.004  (meters)     232.95   (feet)  ADJUSTED  
 FF0824  ___________________________________________________________________
 FF0824  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF0824  DYNAMIC HT  -          70.942 (meters)     232.75  (feet)  COMP
 FF0824  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 FF0824
 FF0824  VERT ORDER  -  FIRST     CLASS II
 FF0824
 FF0824.The horizontal coordinates were scaled from a topographic map and have
 FF0824.an estimated accuracy of +/- 6 seconds.
 FF0824
 FF0824.The orthometric height was determined by differential leveling
 FF0824.and adjusted by the National Geodetic Survey in June 1991..
 FF0824
 FF0824.The geoid height was determined by GEOID03.
 FF0824
 FF0824.The dynamic height is computed by dividing the NAVD 88
 FF0824.geopotential number by the normal gravity value computed on the
 FF0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0824.degrees latitude (g = 980.6199 gals.).
 FF0824
 FF0824.The modeled gravity was interpolated from observed gravity values.
 FF0824
 FF0824;                    North         East    Units  Estimated Accuracy
 FF0824;SPC AR N     -   131,840.      494,510.      MT  (+/- 180 meters Scaled)
 FF0824
 FF0824                          SUPERSEDED SURVEY CONTROL
 FF0824
 FF0824  NGVD 29 (??/??/??)   70.950  (m)          232.78   (f) ADJUSTED    1 2
 FF0824
 FF0824.Superseded values are not recommended for survey control.
 FF0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0824.See file dsdata.txt to determine how the superseded data were derived.
 FF0824
 FF0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV851323(NAD 83)
 FF0824_MARKER: DB = BENCH MARK DISK
 FF0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0824_STAMPING: S 181 1956
 FF0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0824+STABILITY: SURFACE MOTION
 FF0824
 FF0824  HISTORY     - Date     Condition        Report By
 FF0824  HISTORY     - 1956     MONUMENTED       CGS
 FF0824  HISTORY     - 20020319 MARK NOT FOUND   USACE
 FF0824
 FF0824                          STATION DESCRIPTION
 FF0824
 FF0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0824'2 MI N FROM FISHER.
 FF0824'ABOUT 2.05 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0824'FROM THE STATION AT FISHER, ABOUT 0.55 MILE NORTH OF A HIGHWAY
 FF0824'BRIDGE AND RAILROAD TRESTLE NO. 153.72, 47 FEET EAST OF EAST RAIL,
 FF0824'39 FEET WEST OF CENTER LINE OF STATE HIGHWAY 39, 1 FOOT EAST OF A
 FF0824'FENCE LINE, 24 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. 153/14,
 FF0824'81 FEET NORTH-NORTHWEST OF AN 18-INCH OAK TREE WHICH IS ON
 FF0824'SHOULDER OF HIGHWAY, 87 FEET WEST AND ACROSS HIGHWAY FROM A POWER
 FF0824'POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 FF0824'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0824'PROJECTING 3 INCHES.
 FF0824
 FF0824                          STATION RECOVERY (2002)
 FF0824
 FF0824'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0824'THE STATION IS PRESUMED DESTROYED DUE TO A DITCH BEING WIDENED.
 FF0824'    HWY IS NOW 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0717 ***********************************************************************
 FF0717  DESIGNATION -  S 182
 FF0717  PID         -  FF0717
 FF0717  STATE/COUNTY-  AR/POINSETT
 FF0717  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0717
 FF0717                         *CURRENT SURVEY CONTROL
 FF0717  ___________________________________________________________________
 FF0717* NAD 83(1986)-  35 28 32.     (N)    090 40 05.     (W)     SCALED    
 FF0717* NAVD 88     -        69.761  (meters)     228.87   (feet)  ADJUSTED  
 FF0717  ___________________________________________________________________
 FF0717  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF0717  DYNAMIC HT  -          69.700 (meters)     228.67  (feet)  COMP
 FF0717  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FF0717
 FF0717  VERT ORDER  -  FIRST     CLASS II
 FF0717
 FF0717.The horizontal coordinates were scaled from a topographic map and have
 FF0717.an estimated accuracy of +/- 6 seconds.
 FF0717
 FF0717.The orthometric height was determined by differential leveling
 FF0717.and adjusted by the National Geodetic Survey in June 1991..
 FF0717
 FF0717.The geoid height was determined by GEOID03.
 FF0717
 FF0717.The dynamic height is computed by dividing the NAVD 88
 FF0717.geopotential number by the normal gravity value computed on the
 FF0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0717.degrees latitude (g = 980.6199 gals.).
 FF0717
 FF0717.The modeled gravity was interpolated from observed gravity values.
 FF0717
 FF0717;                    North         East    Units  Estimated Accuracy
 FF0717;SPC AR N     -   127,540.      520,870.      MT  (+/- 180 meters Scaled)
 FF0717
 FF0717                          SUPERSEDED SURVEY CONTROL
 FF0717
 FF0717  NGVD 29 (??/??/??)   69.709  (m)          228.70   (f) ADJUSTED    1 2
 FF0717
 FF0717.Superseded values are not recommended for survey control.
 FF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0717.See file dsdata.txt to determine how the superseded data were derived.
 FF0717
 FF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV115282(NAD 83)
 FF0717_MARKER: DB = BENCH MARK DISK
 FF0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0717_STAMPING: S 182 1956
 FF0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0717+STABILITY: SURFACE MOTION
 FF0717
 FF0717  HISTORY     - Date     Condition        Report By
 FF0717  HISTORY     - 1956     MONUMENTED       CGS
 FF0717
 FF0717                          STATION DESCRIPTION
 FF0717
 FF0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0717'6.6 MI E FROM WHITEHALL.
 FF0717'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0717'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, THENCE ABOUT 3.2
 FF0717'MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.7
 FF0717'MILE EAST AND ABOUT 0.75 MILE SOUTH ALONG A GRAVEL ROAD TO A
 FF0717'POINT ABOUT 0.45 MILE SOUTH OF A ROAD LEADING EAST TO VALLEY VIEW
 FF0717'SCHOOL, THENCE ABOUT 0.25 MILE EAST ALONG A FENCE LINE TO THE
 FF0717'WEST EDGE OF A GRASS STRIP ABOUT 550 YARDS LONG AND FROM 45 TO
 FF0717'90 FEET WIDE WHICH IS KNOWN AS MOYE AIRPORT (THE STRIP IS
 FF0717'BETWEEN CULTIVATED FIELDS), ABOUT 110 YARDS SOUTH OF NORTH END
 FF0717'OF GRASS STRIP AND ABOUT 440 YARDS NORTH OF SOUTH END OF GRASS
 FF0717'STRIP, 45 FEET WEST OF CENTER LINE OF GRASS STRIP, 2 FEET
 FF0717'SOUTHEAST OF A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN
 FF0717'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0717'3 INCHES.  NOTE-- MARK IS ABOUT 0.55 MILE SOUTH-SOUTHWEST ACROSS
 FF0717'COUNTRY FROM VALLEY VIEW SCHOOL AND ABOUT 0.4 MILE
 FF0717'NORTH-NORTHEAST OF H.M. MOYE FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0871 ***********************************************************************
 FF0871  DESIGNATION -  S 183
 FF0871  PID         -  FF0871
 FF0871  STATE/COUNTY-  AR/CRAIGHEAD
 FF0871  USGS QUAD   -  JONESBORO (1983)
 FF0871
 FF0871                         *CURRENT SURVEY CONTROL
 FF0871  ___________________________________________________________________
 FF0871* NAD 83(1986)-  35 50 26.     (N)    090 44 37.     (W)     SCALED    
 FF0871* NAVD 88     -        87.948  (meters)     288.54   (feet)  ADJUSTED  
 FF0871  ___________________________________________________________________
 FF0871  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF0871  DYNAMIC HT  -          87.873 (meters)     288.30  (feet)  COMP
 FF0871  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 FF0871
 FF0871  VERT ORDER  -  FIRST     CLASS II
 FF0871
 FF0871.The horizontal coordinates were scaled from a topographic map and have
 FF0871.an estimated accuracy of +/- 6 seconds.
 FF0871
 FF0871.The orthometric height was determined by differential leveling
 FF0871.and adjusted by the National Geodetic Survey in June 1991..
 FF0871
 FF0871.The geoid height was determined by GEOID03.
 FF0871
 FF0871.The dynamic height is computed by dividing the NAVD 88
 FF0871.geopotential number by the normal gravity value computed on the
 FF0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0871.degrees latitude (g = 980.6199 gals.).
 FF0871
 FF0871.The modeled gravity was interpolated from observed gravity values.
 FF0871
 FF0871;                    North         East    Units  Estimated Accuracy
 FF0871;SPC AR N     -   167,940.      513,500.      MT  (+/- 180 meters Scaled)
 FF0871
 FF0871                          SUPERSEDED SURVEY CONTROL
 FF0871
 FF0871  NGVD 29 (??/??/??)   87.862  (m)          288.26   (f) ADJUSTED    1 2
 FF0871
 FF0871.Superseded values are not recommended for survey control.
 FF0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0871.See file dsdata.txt to determine how the superseded data were derived.
 FF0871
 FF0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV037686(NAD 83)
 FF0871_MARKER: DB = BENCH MARK DISK
 FF0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0871_STAMPING: S 183 1956
 FF0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0871+STABILITY: SURFACE MOTION
 FF0871
 FF0871  HISTORY     - Date     Condition        Report By
 FF0871  HISTORY     - 1956     MONUMENTED       CGS
 FF0871  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0871  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0871
 FF0871                          STATION DESCRIPTION
 FF0871
 FF0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0871'2.2 MI SW FROM JONESBORO.
 FF0871'2.15 MILES WEST-SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 FF0871'RAILWAY FROM THE STATION AT JONESBORO, ABOUT 1.0 MILE WEST OF
 FF0871'CROSSING OF U.S. HIGHWAY 63, 58 FEET SOUTH-SOUTHEAST OF NEAR
 FF0871'RAIL OF A SIDE TRACK, 102 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN
 FF0871'TRACK, 235 YARDS WEST OF CROSSING OF MAIN TRACK AND A NORTH-SOUTH
 FF0871'POWER TRANSMISSION LINE, 55 FEET NORTH OF A FENCE CORNER, 3 FEET
 FF0871'EAST-NORTHEAST OF MILE POLE 127 AND IN LINE WITH ROW OF POLES,
 FF0871'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 FF0871'LEVEL OF SIDE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0871'2 INCHES.
 FF0871
 FF0871                          STATION RECOVERY (1978)
 FF0871
 FF0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0871'MARK NOT FOUND.
 FF0871
 FF0871                          STATION RECOVERY (1978)
 FF0871
 FF0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0064 ***********************************************************************
 FF0064  DESIGNATION -  S 184
 FF0064  PID         -  FF0064
 FF0064  STATE/COUNTY-  AR/MISSISSIPPI
 FF0064  USGS QUAD   -  MANILA NORTH (1983)
 FF0064
 FF0064                         *CURRENT SURVEY CONTROL
 FF0064  ___________________________________________________________________
 FF0064* NAD 83(1986)-  35 56 04.     (N)    090 14 54.     (W)     SCALED    
 FF0064* NAVD 88     -        71.810  (meters)     235.60   (feet)  POSTED    
 FF0064  ___________________________________________________________________
 FF0064  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FF0064  DYNAMIC HT  -          71.750 (meters)     235.40  (feet)  COMP
 FF0064  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 FF0064
 FF0064  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0064
 FF0064.The horizontal coordinates were scaled from a topographic map and have
 FF0064.an estimated accuracy of +/- 6 seconds.
 FF0064
 FF0064.The orthometric height was determined by differential leveling
 FF0064.and adjusted by the National Geodetic Survey in 1992..
 FF0064.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0064.rate of 0.0 thru 1.0 mm/km.
 FF0064
 FF0064.The geoid height was determined by GEOID03.
 FF0064
 FF0064.The dynamic height is computed by dividing the NAVD 88
 FF0064.geopotential number by the normal gravity value computed on the
 FF0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0064.degrees latitude (g = 980.6199 gals.).
 FF0064
 FF0064.The modeled gravity was interpolated from observed gravity values.
 FF0064
 FF0064;                    North         East    Units  Estimated Accuracy
 FF0064;SPC AR N     -   179,040.      558,050.      MT  (+/- 180 meters Scaled)
 FF0064
 FF0064                          SUPERSEDED SURVEY CONTROL
 FF0064
 FF0064  NGVD 29 (??/??/??)   71.798  (m)          235.56   (f) ADJUSTED    1 2
 FF0064
 FF0064.Superseded values are not recommended for survey control.
 FF0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0064.See file dsdata.txt to determine how the superseded data were derived.
 FF0064
 FF0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV482801(NAD 83)
 FF0064_MARKER: DB = BENCH MARK DISK
 FF0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0064_STAMPING: S 184 1956
 FF0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0064+STABILITY: SURFACE MOTION
 FF0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0064+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 FF0064
 FF0064  HISTORY     - Date     Condition        Report By
 FF0064  HISTORY     - 1956     MONUMENTED       CGS
 FF0064  HISTORY     - 20020720 GOOD             USACE
 FF0064
 FF0064                          STATION DESCRIPTION
 FF0064
 FF0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0064'0.4 MI SE FROM LEACHVILLE.
 FF0064'ABOUT 0.45 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0064'RAILWAY FROM THE STATION AT LEACHVILLE, ABOUT 0.1 MILE SOUTHEAST
 FF0064'OF A SMALL TRESTLE, AT CROSSING OF A NARROW DIRT ROAD, 33 FEET
 FF0064'NORTHEAST OF NORTHEAST RAIL, 77 FEET EAST OF CENTER OF CROSSING,
 FF0064'102 FEET EAST-SOUTHEAST AND ACROSS DIRT ROAD FROM CROSSING
 FF0064'WARNING SIGN, 25 1/2 FEET EAST OF TELEPHONE POLE NO. 872, 1 1/2
 FF0064'FEET WEST OF A FENCE CORNER, 2 FEET NORTHWEST OF A WHITE WOODEN
 FF0064'WITNESS POST, ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 FF0064'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0064
 FF0064                          STATION RECOVERY (2002)
 FF0064
 FF0064'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0064'TO STATION FROM INTERSECTION OF HWY 77 AND 119, GO E ALONG HWY 77 FOR
 FF0064'0.4 MI TO MARK ON LEFT.
 FF0064'THE STATION IS 109.5 FT N OF CENTERLINE OF HWY 77, 28.5 FT E OF
 FF0064'POWERPOLE WITH GUIDE WIRE, 90 FT E OF CHESTNUT ST., 81.5 FT SW OF
 FF0064'SMALL PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1838 ***********************************************************************
 FE1838  DESIGNATION -  S 185
 FE1838  PID         -  FE1838
 FE1838  STATE/COUNTY-  AR/MISSISSIPPI
 FE1838  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1838
 FE1838                         *CURRENT SURVEY CONTROL
 FE1838  ___________________________________________________________________
 FE1838* NAD 83(1986)-  35 55 31.     (N)    089 55 49.     (W)     SCALED    
 FE1838* NAVD 88     -        77.155  (meters)     253.13   (feet)  ADJUSTED  
 FE1838  ___________________________________________________________________
 FE1838  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE1838  DYNAMIC HT  -          77.090 (meters)     252.92  (feet)  COMP
 FE1838  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1838
 FE1838  VERT ORDER  -  FIRST     CLASS II
 FE1838
 FE1838.The horizontal coordinates were scaled from a topographic map and have
 FE1838.an estimated accuracy of +/- 6 seconds.
 FE1838
 FE1838.The orthometric height was determined by differential leveling
 FE1838.and adjusted by the National Geodetic Survey in June 1991..
 FE1838
 FE1838.The geoid height was determined by GEOID03.
 FE1838
 FE1838.The dynamic height is computed by dividing the NAVD 88
 FE1838.geopotential number by the normal gravity value computed on the
 FE1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1838.degrees latitude (g = 980.6199 gals.).
 FE1838
 FE1838.The modeled gravity was interpolated from observed gravity values.
 FE1838
 FE1838;                    North         East    Units  Estimated Accuracy
 FE1838;SPC AR N     -   178,580.      586,770.      MT  (+/- 180 meters Scaled)
 FE1838
 FE1838                          SUPERSEDED SURVEY CONTROL
 FE1838
 FE1838  NGVD 29 (??/??/??)   77.106  (m)          252.97   (f) ADJUSTED    1 2
 FE1838
 FE1838.Superseded values are not recommended for survey control.
 FE1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1838.See file dsdata.txt to determine how the superseded data were derived.
 FE1838
 FE1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE356796(NAD 83)
 FE1838_MARKER: DB = BENCH MARK DISK
 FE1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1838_STAMPING: S 185 1956
 FE1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1838+STABILITY: SURFACE MOTION
 FE1838
 FE1838  HISTORY     - Date     Condition        Report By
 FE1838  HISTORY     - 1956     MONUMENTED       CGS
 FE1838  HISTORY     - 1987     GOOD             USPSQD
 FE1838  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1838
 FE1838                          STATION DESCRIPTION
 FE1838
 FE1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1838'AT BLYTHEVILLE.
 FE1838'AT BLYTHEVILLE, ABOUT 0.15 MILE WEST ALONG THE ST. LOUIS-SAN
 FE1838'FRANCISCO RAILWAY FROM THE CROSSING OF 21ST STREET (STATE HIGHWAY
 FE1838'18), AT CROSSING OF CENTER STREET, 20 FEET SOUTH-SOUTHEAST OF
 FE1838'NEAR RAIL AND ON INSIDE OF A CURVE IN TRACK, 4 FEET WEST-NORTHWEST
 FE1838'OF TELEPHONE POLE NO. 66, 60 FEET EAST OF CENTER LINE OF CENTER
 FE1838'STREET LEADING SOUTH, 49 FEET EAST-SOUTHEAST OF CENTER OF CROSSING
 FE1838'OF CENTER STREET, 54 FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM
 FE1838'FENCE CORNER AT SOUTH CORNER OF A HOUSING PROJECT (BRICK
 FE1838'RESIDENCES), ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FE1838'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1838
 FE1838                          STATION RECOVERY (1987)
 FE1838
 FE1838'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1838'RECOVERED IN GOOD CONDITION.
 FE1838
 FE1838                          STATION RECOVERY (2002)
 FE1838
 FE1838'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0174 ***********************************************************************
 GE0174  DESIGNATION -  S 186
 GE0174  PID         -  GE0174
 GE0174  STATE/COUNTY-  AR/GREENE
 GE0174  USGS QUAD   -  CARDWELL (1983)
 GE0174
 GE0174                         *CURRENT SURVEY CONTROL
 GE0174  ___________________________________________________________________
 GE0174* NAD 83(1986)-  36 04 15.     (N)    090 19 49.     (W)     SCALED    
 GE0174* NAVD 88     -        73.756  (meters)     241.98   (feet)  ADJUSTED  
 GE0174  ___________________________________________________________________
 GE0174  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0174  DYNAMIC HT  -          73.695 (meters)     241.78  (feet)  COMP
 GE0174  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 GE0174
 GE0174  VERT ORDER  -  FIRST     CLASS II
 GE0174
 GE0174.The horizontal coordinates were scaled from a topographic map and have
 GE0174.an estimated accuracy of +/- 6 seconds.
 GE0174
 GE0174.The orthometric height was determined by differential leveling
 GE0174.and adjusted by the National Geodetic Survey in June 1991..
 GE0174
 GE0174.The geoid height was determined by GEOID03.
 GE0174
 GE0174.The dynamic height is computed by dividing the NAVD 88
 GE0174.geopotential number by the normal gravity value computed on the
 GE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0174.degrees latitude (g = 980.6199 gals.).
 GE0174
 GE0174.The modeled gravity was interpolated from observed gravity values.
 GE0174
 GE0174;                    North         East    Units  Estimated Accuracy
 GE0174;SPC AR N     -   194,040.      550,400.      MT  (+/- 180 meters Scaled)
 GE0174
 GE0174                          SUPERSEDED SURVEY CONTROL
 GE0174
 GE0174  NGVD 29 (??/??/92)   73.747  (m)          241.95   (f) ADJ UNCH    1 2
 GE0174
 GE0174.Superseded values are not recommended for survey control.
 GE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0174.See file dsdata.txt to determine how the superseded data were derived.
 GE0174
 GE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV404951(NAD 83)
 GE0174_MARKER: DB = BENCH MARK DISK
 GE0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0174_STAMPING: S 186 1956
 GE0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0174+STABILITY: SURFACE MOTION
 GE0174
 GE0174  HISTORY     - Date     Condition        Report By
 GE0174  HISTORY     - 1956     MONUMENTED       CGS
 GE0174  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0174
 GE0174                          STATION DESCRIPTION
 GE0174
 GE0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0174'9.2 MI E FROM PARAGOULD.
 GE0174'ABOUT 9.25 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0174'FROM THE STATION AT PARAGOULD, ABOUT 2.55 MILES WEST OF THE
 GE0174'STATION AT CARDWELL, DUNKLIN COUNTY, MISSOURI, ABOUT 0.25 MILE
 GE0174'NORTHWEST OF RAILROAD TRESTLE OVER ST. FRANCIS RIVER AND THE
 GE0174'ARKANSAS-MISSOURI STATE LINE, 47 1/2 FEET SOUTH OF SOUTH RAIL,
 GE0174'257 FEET WEST OF SOUTHWEST CORNER OF RAILROAD TRESTLE NO. P 111.66,
 GE0174'53 FEET SOUTH-SOUTHEAST OF CENTER OF A ROAD CROSSING, 56 FEET
 GE0174'NORTHEAST OF A LONE 36-INCH BIRCH TREE, 38 FEET SOUTHEAST OF
 GE0174'CENTER LINE OF ROAD AND ON OUTSIDE OF CURVE IN ROAD WITH TANGENTS
 GE0174'EXTENDING NORTH ACROSS TRACK AND WEST ALONG SOUTH SIDE OF TRACK,
 GE0174'24 FEET SOUTH OF CROSSING WARNING SIGN, 2 FEET EAST OF A WHITE
 GE0174'WOODEN WITNESS POST, ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK AND
 GE0174'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0174
 GE0174                          STATION RECOVERY (2002)
 GE0174
 GE0174'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0102 ***********************************************************************
 GE0102  DESIGNATION -  S 187
 GE0102  PID         -  GE0102
 GE0102  STATE/COUNTY-  AR/GREENE
 GE0102  USGS QUAD   -  MARMADUKE (1992)
 GE0102
 GE0102                         *CURRENT SURVEY CONTROL
 GE0102  ___________________________________________________________________
 GE0102* NAD 83(1986)-  36 10 08.     (N)    090 23 43.     (W)     SCALED    
 GE0102* NAVD 88     -        82.291  (meters)     269.98   (feet)  ADJUSTED  
 GE0102  ___________________________________________________________________
 GE0102  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GE0102  DYNAMIC HT  -          82.224 (meters)     269.76  (feet)  COMP
 GE0102  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GE0102
 GE0102  VERT ORDER  -  FIRST     CLASS II
 GE0102
 GE0102.The horizontal coordinates were scaled from a topographic map and have
 GE0102.an estimated accuracy of +/- 6 seconds.
 GE0102
 GE0102.The orthometric height was determined by differential leveling
 GE0102.and adjusted by the National Geodetic Survey in June 1991..
 GE0102
 GE0102.The geoid height was determined by GEOID03.
 GE0102
 GE0102.The dynamic height is computed by dividing the NAVD 88
 GE0102.geopotential number by the normal gravity value computed on the
 GE0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0102.degrees latitude (g = 980.6199 gals.).
 GE0102
 GE0102.The modeled gravity was interpolated from observed gravity values.
 GE0102
 GE0102;                    North         East    Units  Estimated Accuracy
 GE0102;SPC AR N     -   204,820.      544,370.      MT  (+/- 180 meters Scaled)
 GE0102
 GE0102                          SUPERSEDED SURVEY CONTROL
 GE0102
 GE0102  NGVD 29 (??/??/92)   82.285  (m)          269.96   (f) ADJ UNCH    1 2
 GE0102
 GE0102.Superseded values are not recommended for survey control.
 GE0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0102.See file dsdata.txt to determine how the superseded data were derived.
 GE0102
 GE0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA342058(NAD 83)
 GE0102_MARKER: DB = BENCH MARK DISK
 GE0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0102_STAMPING: S 187 1956
 GE0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0102+STABILITY: SURFACE MOTION
 GE0102
 GE0102  HISTORY     - Date     Condition        Report By
 GE0102  HISTORY     - 1956     MONUMENTED       CGS
 GE0102  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0102
 GE0102                          STATION DESCRIPTION
 GE0102
 GE0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0102'1.4 MI SW FROM MARMADUKE.
 GE0102'ABOUT 1.4 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0102'FROM THE STATION AT MARMADUKE, ABOUT 7 1/2 TELEPHONE POLES
 GE0102'SOUTHWEST OF MILE POLE 94, ABOUT 8 1/2 TELEPHONE POLES SOUTHWEST
 GE0102'OF A ROAD CROSSING, 46 FEET SOUTHEAST OF SOUTHEAST RAIL, 168 FEET
 GE0102'NORTHEAST OF A FENCE CORNER, 96 FEET NORTHEAST OF TELEPHONE POLE
 GE0102'NO. 94/08, 1 FOOT NORTHWEST OF A FENCE LINE, 2 1/2 FEET NORTHEAST
 GE0102'OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL OF
 GE0102'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GE0102
 GE0102                          STATION RECOVERY (1981)
 GE0102
 GE0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0127 ***********************************************************************
 GE0127  DESIGNATION -  S 188
 GE0127  PID         -  GE0127
 GE0127  STATE/COUNTY-  AR/GREENE
 GE0127  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0127
 GE0127                         *CURRENT SURVEY CONTROL
 GE0127  ___________________________________________________________________
 GE0127* NAD 83(1986)-  36 06 44.     (N)    090 29 21.     (W)     SCALED    
 GE0127* NAVD 88     -        92.541  (meters)     303.61   (feet)  ADJUSTED  
 GE0127  ___________________________________________________________________
 GE0127  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GE0127  DYNAMIC HT  -          92.463 (meters)     303.36  (feet)  COMP
 GE0127  MODELED GRAV-     979,798.2   (mgal)                       NAVD 88
 GE0127
 GE0127  VERT ORDER  -  FIRST     CLASS II
 GE0127
 GE0127.The horizontal coordinates were scaled from a topographic map and have
 GE0127.an estimated accuracy of +/- 6 seconds.
 GE0127
 GE0127.The orthometric height was determined by differential leveling
 GE0127.and adjusted by the National Geodetic Survey in June 1991..
 GE0127
 GE0127.The geoid height was determined by GEOID03.
 GE0127
 GE0127.The dynamic height is computed by dividing the NAVD 88
 GE0127.geopotential number by the normal gravity value computed on the
 GE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0127.degrees latitude (g = 980.6199 gals.).
 GE0127
 GE0127.The modeled gravity was interpolated from observed gravity values.
 GE0127
 GE0127;                    North         East    Units  Estimated Accuracy
 GE0127;SPC AR N     -   198,400.      536,020.      MT  (+/- 180 meters Scaled)
 GE0127
 GE0127                          SUPERSEDED SURVEY CONTROL
 GE0127
 GE0127  NGVD 29 (??/??/92)   92.531  (m)          303.58   (f) ADJ UNCH    1 2
 GE0127
 GE0127.Superseded values are not recommended for survey control.
 GE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0127.See file dsdata.txt to determine how the superseded data were derived.
 GE0127
 GE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV259993(NAD 83)
 GE0127_MARKER: DB = BENCH MARK DISK
 GE0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0127_STAMPING: S 188 1956
 GE0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0127+STABILITY: SURFACE MOTION
 GE0127
 GE0127  HISTORY     - Date     Condition        Report By
 GE0127  HISTORY     - 1956     MONUMENTED       CGS
 GE0127  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0127
 GE0127                          STATION DESCRIPTION
 GE0127
 GE0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0127'4.2 MI NW FROM PARAGOULD.
 GE0127'ABOUT 4.25 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 GE0127'FROM THE STATION AT PARAGOULD, ABOUT 9 TELEPHONE POLES SOUTH
 GE0127'OF MILE POLE 215, AT AN EAST-WEST ROAD CROSSING, 40 3/4 FEET
 GE0127'WEST OF WEST RAIL, 49 FEET SOUTHWEST OF CENTER OF CROSSING,
 GE0127'43 1/2 FEET NORTHEAST OF NORTHEAST CORNER OF A FARM HOUSE, 32
 GE0127'FEET SOUTH OF CENTER LINE OF ROAD, 18 3/4 FEET NORTHEAST OF
 GE0127'CENTER OF TOP OF A WELL, 2 FEET NORTHEAST OF A FENCE CORNER,
 GE0127'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2
 GE0127'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0127'PROJECTING 3 INCHES.
 GE0127
 GE0127                          STATION RECOVERY (1981)
 GE0127
 GE0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0134 ***********************************************************************
 GE0134  DESIGNATION -  S 189
 GE0134  PID         -  GE0134
 GE0134  STATE/COUNTY-  AR/CLAY
 GE0134  USGS QUAD   -  PIGGOTT (1984)
 GE0134
 GE0134                         *CURRENT SURVEY CONTROL
 GE0134  ___________________________________________________________________
 GE0134* NAD 83(1986)-  36 24 27.     (N)    090 13 02.     (W)     SCALED    
 GE0134* NAVD 88     -       138.880  (meters)     455.64   (feet)  ADJUSTED  
 GE0134  ___________________________________________________________________
 GE0134  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GE0134  DYNAMIC HT  -         138.765 (meters)     455.26  (feet)  COMP
 GE0134  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GE0134
 GE0134  VERT ORDER  -  FIRST     CLASS II
 GE0134
 GE0134.The horizontal coordinates were scaled from a topographic map and have
 GE0134.an estimated accuracy of +/- 6 seconds.
 GE0134
 GE0134.The orthometric height was determined by differential leveling
 GE0134.and adjusted by the National Geodetic Survey in June 1991..
 GE0134
 GE0134.The geoid height was determined by GEOID03.
 GE0134
 GE0134.The dynamic height is computed by dividing the NAVD 88
 GE0134.geopotential number by the normal gravity value computed on the
 GE0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0134.degrees latitude (g = 980.6199 gals.).
 GE0134
 GE0134.The modeled gravity was interpolated from observed gravity values.
 GE0134
 GE0134;                    North         East    Units  Estimated Accuracy
 GE0134;SPC AR N     -   231,570.      559,910.      MT  (+/- 180 meters Scaled)
 GE0134
 GE0134                          SUPERSEDED SURVEY CONTROL
 GE0134
 GE0134  NGVD 29 (??/??/92)  138.867  (m)          455.60   (f) ADJ UNCH    1 2
 GE0134
 GE0134.Superseded values are not recommended for survey control.
 GE0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0134.See file dsdata.txt to determine how the superseded data were derived.
 GE0134
 GE0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA495327(NAD 83)
 GE0134_MARKER: DB = BENCH MARK DISK
 GE0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0134_STAMPING: S 189 1956
 GE0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0134+STABILITY: SURFACE MOTION
 GE0134
 GE0134  HISTORY     - Date     Condition        Report By
 GE0134  HISTORY     - 1956     MONUMENTED       CGS
 GE0134  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GE0134
 GE0134                          STATION DESCRIPTION
 GE0134
 GE0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0134'2.4 MI NW FROM PIGGOTT.
 GE0134'ABOUT 2.45 MILES NORTHWEST ALONG U.S. HIGHWAY 62 FROM THE POST
 GE0134'OFFICE AT PIGGOTT, ABOUT 0.2 MILE SOUTHEAST OF A CROSSROAD, NEAR
 GE0134'THE TOP OF A LONG GRADE DECENDING SOUTHEAST, ABOUT 110 YARDS
 GE0134'EAST OF A CONCRETE BLOCK HOUSE, 38 FEET SOUTHWEST OF CENTER
 GE0134'LINE OF HIGHWAY, 88 FEET SOUTHEAST OF SOUTHEAST END OF A 24-INCH
 GE0134'METAL PIPE CULVERT UNDER DRIVE TO CONCRETE BLOCK HOUSE, 57 FEET
 GE0134'SOUTHEAST OF A FENCE CORNER, 5 1/2 FEET WEST OF A TELEPHONE
 GE0134'POLE WITH GUY WIRE, 1 1/2 FEET NORTHEAST OF A FENCE LINE, 2 1/2
 GE0134'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 GE0134'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GE0134'POST PROJECTING 5 INCHES.
 GE0134
 GE0134                          STATION RECOVERY (2002)
 GE0134
 GE0134'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0134'TO STATION IS ASSUMED DESTROYED DUE TO HWY. 62 WIDENED AND POWERLINE
 GE0134'BEING INSTALLED ON NORTH SIDE OF HWY NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0045 ***********************************************************************
 DM0045  DESIGNATION -  S 19
 DM0045  PID         -  DM0045
 DM0045  STATE/COUNTY-  AR/LITTLE RIVER
 DM0045  USGS QUAD   -  ARKINDA (1975)
 DM0045
 DM0045                         *CURRENT SURVEY CONTROL
 DM0045  ___________________________________________________________________
 DM0045* NAD 83(1986)-  33 46 47.     (N)    094 28 09.     (W)     SCALED    
 DM0045* NAVD 88     -       137.473  (meters)     451.03   (feet)  ADJUSTED  
 DM0045  ___________________________________________________________________
 DM0045  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DM0045  DYNAMIC HT  -         137.331 (meters)     450.56  (feet)  COMP
 DM0045  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 DM0045
 DM0045  VERT ORDER  -  FIRST     CLASS II
 DM0045
 DM0045.The horizontal coordinates were scaled from a topographic map and have
 DM0045.an estimated accuracy of +/- 6 seconds.
 DM0045
 DM0045.The orthometric height was determined by differential leveling
 DM0045.and adjusted by the National Geodetic Survey in June 1991..
 DM0045
 DM0045.The geoid height was determined by GEOID03.
 DM0045
 DM0045.The dynamic height is computed by dividing the NAVD 88
 DM0045.geopotential number by the normal gravity value computed on the
 DM0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0045.degrees latitude (g = 980.6199 gals.).
 DM0045
 DM0045.The modeled gravity was interpolated from observed gravity values.
 DM0045
 DM0045;                    North         East    Units  Estimated Accuracy
 DM0045;SPC AR S     -   526,210.      171,340.      MT  (+/- 180 meters Scaled)
 DM0045
 DM0045                          SUPERSEDED SURVEY CONTROL
 DM0045
 DM0045  NGVD 29 (??/??/92)  137.463  (m)          450.99   (f) ADJ UNCH    1 2
 DM0045
 DM0045.Superseded values are not recommended for survey control.
 DM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0045.See file dsdata.txt to determine how the superseded data were derived.
 DM0045
 DM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT639387(NAD 83)
 DM0045_MARKER: DB = BENCH MARK DISK
 DM0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0045_SP_SET: PEDESTAZ
 DM0045_STAMPING: S 19 1934
 DM0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0045
 DM0045  HISTORY     - Date     Condition        Report By
 DM0045  HISTORY     - 1934     MONUMENTED       CGS
 DM0045  HISTORY     - 1944     GOOD             NGS
 DM0045  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0045
 DM0045                          STATION DESCRIPTION
 DM0045
 DM0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DM0045'IN ARKINDA.
 DM0045'AT ARKINDA, LITTLE RIVER COUNTY, 200 FEET NORTHWEST OF THE ST.
 DM0045'LOUIS-SAN FRANCISCO RAILWAY STATION, AT A WATER TANK, IN THE TOP OF A
 DM0045'CONCRETE PEDESTAL, AND 20 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 DM0045'STAMPED S 19 1934.  NOTE-- WATER TANK HAS BEEN DISMANTLED LEAVING
 DM0045'PEDESTALS STANDING.
 DM0045
 DM0045                          STATION RECOVERY (1985)
 DM0045
 DM0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0243 ***********************************************************************
 GE0243  DESIGNATION -  S 190
 GE0243  PID         -  GE0243
 GE0243  STATE/COUNTY-  AR/CLAY
 GE0243  USGS QUAD   -  CORNING (1964)
 GE0243
 GE0243                         *CURRENT SURVEY CONTROL
 GE0243  ___________________________________________________________________
 GE0243* NAD 83(1986)-  36 23 39.     (N)    090 35 19.     (W)     SCALED    
 GE0243* NAVD 88     -        85.674  (meters)     281.08   (feet)  ADJUSTED  
 GE0243  ___________________________________________________________________
 GE0243  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GE0243  DYNAMIC HT  -          85.605 (meters)     280.86  (feet)  COMP
 GE0243  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 GE0243
 GE0243  VERT ORDER  -  FIRST     CLASS II
 GE0243
 GE0243.The horizontal coordinates were scaled from a topographic map and have
 GE0243.an estimated accuracy of +/- 6 seconds.
 GE0243
 GE0243.The orthometric height was determined by differential leveling
 GE0243.and adjusted by the National Geodetic Survey in June 1991..
 GE0243
 GE0243.The geoid height was determined by GEOID03.
 GE0243
 GE0243.The dynamic height is computed by dividing the NAVD 88
 GE0243.geopotential number by the normal gravity value computed on the
 GE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0243.degrees latitude (g = 980.6199 gals.).
 GE0243
 GE0243.The modeled gravity was interpolated from observed gravity values.
 GE0243
 GE0243;                    North         East    Units  Estimated Accuracy
 GE0243;SPC AR N     -   229,550.      526,620.      MT  (+/- 180 meters Scaled)
 GE0243
 GE0243                          SUPERSEDED SURVEY CONTROL
 GE0243
 GE0243  NGVD 29 (??/??/92)   85.665  (m)          281.05   (f) ADJ UNCH    1 2
 GE0243
 GE0243.Superseded values are not recommended for survey control.
 GE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0243.See file dsdata.txt to determine how the superseded data were derived.
 GE0243
 GE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA162303(NAD 83)
 GE0243_MARKER: DB = BENCH MARK DISK
 GE0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0243_STAMPING: S 90 1956
 GE0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0243+STABILITY: SURFACE MOTION
 GE0243
 GE0243  HISTORY     - Date     Condition        Report By
 GE0243  HISTORY     - 1956     MONUMENTED       CGS
 GE0243  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0243
 GE0243                          STATION DESCRIPTION
 GE0243
 GE0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0243'1 MI S FROM CORNING.
 GE0243'0.95 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0243'STATION AT CORNING, WEST AND ACROSS TRACK AND ROAD FROM TELEPHONE
 GE0243'POLE 193/09, ABOUT 0.1 MILE NORTH OF RAILROAD TRESTLE OVER
 GE0243'CORNING LAKE, 190 FEET WEST AND ACROSS A ROAD PARALLEL TO TRACK
 GE0243'FROM WEST RAIL, 60 FEET WEST OF CENTER LINE OF ROAD, 273 FEET
 GE0243'NORTH OF A CURVE IN ROAD WITH TANGENTS EXTENDING NORTH PARALLEL
 GE0243'TO TRACK AND SOUTHEAST AWAY FROM TRACK, 83 FEET NORTH OF A
 GE0243'24-INCH CATALPA TREE, 44 FEET EAST-NORTHEAST OF NORTHEAST CORNER
 GE0243'OF A HOUSE, 14 1/2 FEET EAST OF A 7-INCH PLUM TREE, 6 1/2 FEET
 GE0243'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0243'ABOUT FLUSH WITH GROUND.
 GE0243
 GE0243                          STATION RECOVERY (2002)
 GE0243
 GE0243'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0395 ***********************************************************************
 DL0395  DESIGNATION -  S 192 X
 DL0395  PID         -  DL0395
 DL0395  STATE/COUNTY-  AR/CLARK
 DL0395  USGS QUAD   -  WHELEN SPRINGS (1970)
 DL0395
 DL0395                         *CURRENT SURVEY CONTROL
 DL0395  ___________________________________________________________________
 DL0395* NAD 83(1986)-  33 52 04.     (N)    093 08 15.     (W)     SCALED    
 DL0395* NAVD 88     -        75.991  (meters)     249.31   (feet)  ADJUSTED  
 DL0395  ___________________________________________________________________
 DL0395  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DL0395  DYNAMIC HT  -          75.914 (meters)     249.06  (feet)  COMP
 DL0395  MODELED GRAV-     979,626.3   (mgal)                       NAVD 88
 DL0395
 DL0395  VERT ORDER  -  FIRST     CLASS II
 DL0395
 DL0395.The horizontal coordinates were scaled from a topographic map and have
 DL0395.an estimated accuracy of +/- 6 seconds.
 DL0395
 DL0395.The orthometric height was determined by differential leveling
 DL0395.and adjusted by the National Geodetic Survey in June 1991..
 DL0395
 DL0395.The geoid height was determined by GEOID03.
 DL0395
 DL0395.The dynamic height is computed by dividing the NAVD 88
 DL0395.geopotential number by the normal gravity value computed on the
 DL0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0395.degrees latitude (g = 980.6199 gals.).
 DL0395
 DL0395.The modeled gravity was interpolated from observed gravity values.
 DL0395
 DL0395;                    North         East    Units  Estimated Accuracy
 DL0395;SPC AR S     -   533,800.      294,760.      MT  (+/- 180 meters Scaled)
 DL0395
 DL0395                          SUPERSEDED SURVEY CONTROL
 DL0395
 DL0395  NGVD 29 (??/??/92)   75.999  (m)          249.34   (f) ADJ UNCH    1 2
 DL0395
 DL0395.Superseded values are not recommended for survey control.
 DL0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0395.See file dsdata.txt to determine how the superseded data were derived.
 DL0395
 DL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT872475(NAD 83)
 DL0395_MARKER: DB = BENCH MARK DISK
 DL0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0395_STAMPING: S 192 X 1959
 DL0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0395+STABILITY: SURFACE MOTION
 DL0395
 DL0395  HISTORY     - Date     Condition        Report By
 DL0395  HISTORY     - 1959     MONUMENTED       CGS
 DL0395  HISTORY     - 1964     GOOD             NGS
 DL0395
 DL0395                          STATION DESCRIPTION
 DL0395
 DL0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DL0395'3.9 MI SE FROM GURDON.
 DL0395'ABOUT 0.3 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0395'STATION AT GURDON, THENCE 3.6 MILES SOUTHEAST ALONG A BRANCH LINE OF
 DL0395'THE MISSOURI PACIFIC RAILROAD, 6 1/4 POLES SOUTH OF MILEPOLE 430, IN
 DL0395'SECTION 15, T 10 S, R 20 W, 50 1/2 FEET EAST OF THE EAST RAIL, 28 FEET
 DL0395'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 58 FEET SOUTHEAST OF THE
 DL0395'CENTER OF A ROAD CROSSING, 11 1/2 FEET SOUTH OF A FENCE, 1 1/2 FEET
 DL0395'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE
 DL0395'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0395
 DL0395                          STATION RECOVERY (1964)
 DL0395
 DL0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0412 ***********************************************************************
 DL0412  DESIGNATION -  S 193 X
 DL0412  PID         -  DL0412
 DL0412  STATE/COUNTY-  AR/OUACHITA
 DL0412  USGS QUAD   -  CHIDESTER (1973)
 DL0412
 DL0412                         *CURRENT SURVEY CONTROL
 DL0412  ___________________________________________________________________
 DL0412* NAD 83(1986)-  33 42 21.     (N)    093 01 18.     (W)     SCALED    
 DL0412* NAVD 88     -        66.927  (meters)     219.58   (feet)  ADJUSTED  
 DL0412  ___________________________________________________________________
 DL0412  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DL0412  DYNAMIC HT  -          66.858 (meters)     219.35  (feet)  COMP
 DL0412  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 DL0412
 DL0412  VERT ORDER  -  FIRST     CLASS II
 DL0412
 DL0412.The horizontal coordinates were scaled from a topographic map and have
 DL0412.an estimated accuracy of +/- 6 seconds.
 DL0412
 DL0412.The orthometric height was determined by differential leveling
 DL0412.and adjusted by the National Geodetic Survey in June 1991..
 DL0412
 DL0412.The geoid height was determined by GEOID03.
 DL0412
 DL0412.The dynamic height is computed by dividing the NAVD 88
 DL0412.geopotential number by the normal gravity value computed on the
 DL0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0412.degrees latitude (g = 980.6199 gals.).
 DL0412
 DL0412.The modeled gravity was interpolated from observed gravity values.
 DL0412
 DL0412;                    North         East    Units  Estimated Accuracy
 DL0412;SPC AR S     -   515,730.      305,300.      MT  (+/- 180 meters Scaled)
 DL0412
 DL0412                          SUPERSEDED SURVEY CONTROL
 DL0412
 DL0412  NGVD 29 (??/??/92)   66.943  (m)          219.63   (f) ADJ UNCH    1 2
 DL0412
 DL0412.Superseded values are not recommended for survey control.
 DL0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0412.See file dsdata.txt to determine how the superseded data were derived.
 DL0412
 DL0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT979295(NAD 83)
 DL0412_MARKER: DB = BENCH MARK DISK
 DL0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0412_STAMPING: S 193 X 1959
 DL0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0412+STABILITY: SURFACE MOTION
 DL0412
 DL0412  HISTORY     - Date     Condition        Report By
 DL0412  HISTORY     - 1959     MONUMENTED       CGS
 DL0412  HISTORY     - 1960     GOOD             NGS
 DL0412  HISTORY     - 1964     GOOD             NGS
 DL0412
 DL0412                          STATION DESCRIPTION
 DL0412
 DL0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0412'0.3 MI NW FROM CHIDESTER.
 DL0412'ABOUT 0.3 MILE ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 DL0412'OFFICE AT CHIDESTER, IN SECTION 11, T 12 S, R 19 W, 3 1/4 POLES
 DL0412'NORTHWEST OF POLE 444.20, 30 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL
 DL0412'OF THE MAIN TRACK, 10 FEET SOUTHWEST OF THE CENTER LINE OF A STEEL
 DL0412'GATE IN A JOG IN THE FENCE, IN LINE WITH A ROW OF TELEPHONE POLES, 3
 DL0412'FEET NORTH OF A FENCE CORNER POST, 1 1/2 FEET SOUTH OF A METAL WITNESS
 DL0412'POST, 2 1/2 FEET BELOW THE TRACKS, IN THE TOP OF A CONCRETE POST
 DL0412'PROJECTING 7-INCHES.
 DL0412
 DL0412                          STATION RECOVERY (1964)
 DL0412
 DL0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0196 ***********************************************************************
 DL0196  DESIGNATION -  S 196
 DL0196  PID         -  DL0196
 DL0196  STATE/COUNTY-  AR/OUACHITA
 DL0196  USGS QUAD   -  LOUANN (1985)
 DL0196
 DL0196                         *CURRENT SURVEY CONTROL
 DL0196  ___________________________________________________________________
 DL0196* NAD 83(1986)-  33 27 49.     (N)    092 46 25.     (W)     SCALED    
 DL0196* NAVD 88     -        71.066  (meters)     233.16   (feet)  ADJUSTED  
 DL0196  ___________________________________________________________________
 DL0196  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0196  DYNAMIC HT  -          70.992 (meters)     232.91  (feet)  COMP
 DL0196  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 DL0196
 DL0196  VERT ORDER  -  FIRST     CLASS II
 DL0196
 DL0196.The horizontal coordinates were scaled from a topographic map and have
 DL0196.an estimated accuracy of +/- 6 seconds.
 DL0196
 DL0196.The orthometric height was determined by differential leveling
 DL0196.and adjusted by the National Geodetic Survey in June 1991..
 DL0196
 DL0196.The geoid height was determined by GEOID03.
 DL0196
 DL0196.The dynamic height is computed by dividing the NAVD 88
 DL0196.geopotential number by the normal gravity value computed on the
 DL0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0196.degrees latitude (g = 980.6199 gals.).
 DL0196
 DL0196.The modeled gravity was interpolated from observed gravity values.
 DL0196
 DL0196;                    North         East    Units  Estimated Accuracy
 DL0196;SPC AR S     -   488,660.      328,090.      MT  (+/- 180 meters Scaled)
 DL0196
 DL0196                          SUPERSEDED SURVEY CONTROL
 DL0196
 DL0196  NGVD 29 (??/??/92)   71.096  (m)          233.25   (f) ADJ UNCH    1 2
 DL0196
 DL0196.Superseded values are not recommended for survey control.
 DL0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0196.See file dsdata.txt to determine how the superseded data were derived.
 DL0196
 DL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT210027(NAD 83)
 DL0196_MARKER: DB = BENCH MARK DISK
 DL0196_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0196_SP_SET: 38 FT.
 DL0196_STAMPING: S 196 1960
 DL0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0196
 DL0196  HISTORY     - Date     Condition        Report By
 DL0196  HISTORY     - 1960     MONUMENTED       CGS
 DL0196  HISTORY     - 1964     GOOD             NGS
 DL0196
 DL0196                          STATION DESCRIPTION
 DL0196
 DL0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0196'9.35 MI SE FROM CAMDEN.
 DL0196'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0196'THE STATION AT CAMDEN, THENCE 6.0 MILES SOUTHEAST ALONG AN ASPHALT
 DL0196'ROAD, IN SECTION 32, T 14 S, R 16 W, 107 FEET SOUTHEAST OF THE
 DL0196'SOUTHEAST CORNER OF THE PENTACOSTAL CHURCH, 67 FEET SOUTHWEST OF THE
 DL0196'CENTER LINE OF THE ROAD, 30 FEET SOUTHWEST OF A 20-INCH PINE TREE, 20
 DL0196'FEET WEST OF A TRANSFORMER POLE, 26 FEET EAST OF A 22-INCH FORKED
 DL0196'SWEET GUM TREE, ABOUT 1 1/2 FEET BELOW THE ROAD, ON THE TOP OF A
 DL0196'5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A DEPTH OF 38 FEET
 DL0196'AND IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 DL0196
 DL0196                          STATION RECOVERY (1964)
 DL0196
 DL0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0382 ***********************************************************************
 DL0382  FBN         -  This is a Federal Base Network Control Station.
 DL0382  PACS        -  This is a Primary Airport Control Station.
 DL0382  DESIGNATION -  S 197
 DL0382  PID         -  DL0382
 DL0382  STATE/COUNTY-  AR/OUACHITA
 DL0382  USGS QUAD   -  CAMDEN (1985)
 DL0382
 DL0382                         *CURRENT SURVEY CONTROL
 DL0382  ___________________________________________________________________
 DL0382* NAD 83(1997)-  33 36 53.83437(N)    092 46 00.19009(W)     ADJUSTED  
 DL0382* NAVD 88     -        37.882  (meters)     124.28   (feet)  ADJUSTED  
 DL0382  ___________________________________________________________________
 DL0382  X           -    -256,650.980 (meters)                     COMP
 DL0382  Y           -  -5,310,833.558 (meters)                     COMP
 DL0382  Z           -   3,510,965.761 (meters)                     COMP
 DL0382  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DL0382  ELLIP HEIGHT-          11.65  (meters)          (07/20/01) GPS OBS
 DL0382  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0382  DYNAMIC HT  -          37.844 (meters)     124.16  (feet)  COMP
 DL0382  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 DL0382
 DL0382  HORZ ORDER  -  B
 DL0382  VERT ORDER  -  FIRST     CLASS II
 DL0382  ELLP ORDER  -  FOURTH    CLASS I
 DL0382
 DL0382.This mark is at Harrell Field Airport (CDH)
 DL0382
 DL0382.The horizontal coordinates were established by GPS observations
 DL0382.and adjusted by the National Geodetic Survey in September 1997..
 DL0382
 DL0382.The orthometric height was determined by differential leveling
 DL0382.and adjusted by the National Geodetic Survey in June 1991..
 DL0382
 DL0382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0382
 DL0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0382
 DL0382.The ellipsoidal height was determined by GPS observations
 DL0382.and is referenced to NAD 83.
 DL0382
 DL0382.The geoid height was determined by GEOID03.
 DL0382
 DL0382.The dynamic height is computed by dividing the NAVD 88
 DL0382.geopotential number by the normal gravity value computed on the
 DL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0382.degrees latitude (g = 980.6199 gals.).
 DL0382
 DL0382.The modeled gravity was interpolated from observed gravity values.
 DL0382
 DL0382;                    North         East     Units Scale Factor Converg.
 DL0382;SPC AR S     -   505,443.408   328,853.361   MT  0.99994510   -0 25 44.9
 DL0382;SPC AR S     - 1,658,275.58  1,078,913.07   sFT  0.99994510   -0 25 44.9
 DL0382;UTM  15      - 3,719,488.564   521,639.689   MT  0.99960577   +0 07 44.9
 DL0382
 DL0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0382!SPC AR S     -   0.99999817  x   0.99994510  =   0.99994327
 DL0382!UTM  15      -   0.99999817  x   0.99960577  =   0.99960394
 DL0382
 DL0382                          SUPERSEDED SURVEY CONTROL
 DL0382
 DL0382  ELLIP H (09/19/97)   11.68   (m)                       GP(       ) 4 1
 DL0382  NAD 83(1997)-  33 36 53.84267(N)    092 46 00.18624(W) AD(       ) 2
 DL0382  NAD 83(1986)-  33 36 53.84493(N)    092 46 00.18746(W) AD(       ) 2
 DL0382  NAVD 88 (09/19/97)   37.88   (m)          124.3    (f) LEVELING    3  
 DL0382  NGVD 29 (??/??/92)   37.918  (m)          124.40   (f) ADJ UNCH    1 2
 DL0382
 DL0382.Superseded values are not recommended for survey control.
 DL0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0382.See file dsdata.txt to determine how the superseded data were derived.
 DL0382
 DL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2164019489(NAD 83)
 DL0382_MARKER: DB = BENCH MARK DISK
 DL0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0382_SP_SET: CONCRETE POST
 DL0382_STAMPING: S 197 1960
 DL0382_MARK LOGO: CGS   
 DL0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0382+STABILITY: SURFACE MOTION
 DL0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0382+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 DL0382
 DL0382  HISTORY     - Date     Condition        Report By
 DL0382  HISTORY     - 1960     MONUMENTED       CGS
 DL0382  HISTORY     - 1964     GOOD             NGS
 DL0382  HISTORY     - 1984     GOOD             USGS
 DL0382  HISTORY     - 19921202 GOOD
 DL0382  HISTORY     - 19930127 GOOD             NOS
 DL0382  HISTORY     - 19970130 GOOD             NGS
 DL0382  HISTORY     - 20000203 GOOD             NGS
 DL0382  HISTORY     - 20010518 GOOD             NGS
 DL0382  HISTORY     - 20051220 GOOD             ARHD
 DL0382
 DL0382                          STATION DESCRIPTION
 DL0382
 DL0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0382'4.25 MI SE FROM HARMONY GROVE.
 DL0382'THIS MARK RECOVERED AS DESCRIBED FROM THE NORTHEAST CORNER OF THE MOST
 DL0382'EASTERLY OF THE METAL HANGARS.  THIS HANGAR IS PRESENTLY USED BY THE
 DL0382'CAMDEN FLYING SERVICE.  THE MARK IS 0.1 MILE EAST, 0.15 MILE NORTH AND
 DL0382'0.1 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY 4.
 DL0382
 DL0382                          STATION RECOVERY (1984)
 DL0382
 DL0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 DL0382'RECOVERED IN GOOD CONDITION.
 DL0382
 DL0382                          STATION RECOVERY (1992)
 DL0382
 DL0382'RECOVERED 1992
 DL0382'RECOVERED IN GOOD CONDITION.
 DL0382
 DL0382                          STATION RECOVERY (1993)
 DL0382
 DL0382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 DL0382'THE STATION IS LOCATED AT THE SOUTH END OF HARRELL FIELD ON THE EAST
 DL0382'SIDE OF CAMDEN, ARKANSAS.
 DL0382'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE POST OFFICE IN
 DL0382'CAMDEN (AND AT INTERSECTIONS OF CALIFORNIA AND WASHINGTON STREETS),
 DL0382'GO EASTERLY ON WASHINGTON FOR 0.2 MI (0.3 KM)  TO THE INTERSECTION OF
 DL0382'HARRISON, TURN LEFT ON HARRISON AND GO 0.05 MI (0.08 KM)  TO
 DL0382'INTERSECTION OF VAN BUREN, TURN RIGHT AND GO 3.85 MI (6.20 KM)  TO A
 DL0382'LOOP ROAD TO THE LEFT AND GO 0.35 MI (0.56 KM)  TO THE JUNCTION OF AR
 DL0382'4 AND US 79, TURN LEFT AND GO 0.25 MI (0.40 KM)  TO AIRPORT ROAD,
 DL0382'TURN RIGHT AND GO 0.1 MI (0.2 KM)  TO ROAD ON LEFT, TURN LEFT AND GO
 DL0382'0.1 MI (0.2 KM)  TO GATE ON LEFT, PASS THROUGH GATE AND GO 0.05 MI
 DL0382'(0.08 KM)  TO THE RIGHT AND TO THE NORTHEAST CORNER OF A RAZED HANGER
 DL0382'AND THE STATION.
 DL0382'THE STATION IS 4.9 FT (1.5 M)  NORTH OF THE FOUNDATION OF THE RAZED
 DL0382'HANGAR, 1.2 FT (0.4 M)  WEST OF A CONCRETE PAD BORDERING THE
 DL0382'FOUNDATION OF THE RAZED HANGAR, 0.9 FT (27.4 CM)  NORTH OF A SIDEWALK
 DL0382'WHICH RUNS ALONG THE FOUNDATION OF THE RAZED HANGAR, 72.2 FT
 DL0382'(22.0 M)  SOUTHEAST OF A RED OBSTRUCTION LIGHT ON THE EASTERLY MOST
 DL0382'GAS PUMP, AND IS 21.0 FT (6.4 M)  WEST OF A CONCRETE APRON.
 DL0382'THE STATION IS A CGS BENCH MARK DISK STAMPED S 197 1960, FLUSH WITH
 DL0382'THE GROUND.
 DL0382'ACCESS TO THE STATION AND THE AIRPORT WAS OBTAINED FROM MR. JIM
 DL0382'ADVANT, CAMDEN REGIONAL AIRPORT (HARRELL FIELD), CAMDEN, AR 71701,
 DL0382'PHONE (501) 574-0598
 DL0382'MARK RECOVERED 11-26-92 BY NOAA, PARTY CHIEF RALPH A HARRELL
 DL0382
 DL0382                          STATION RECOVERY (1997)
 DL0382
 DL0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 DL0382'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF CAMDEN, AT
 DL0382'HARRELL FIELD AIRPORT, NEAR THE CENTER OF THE SOUTH END OF THE
 DL0382'AIRFIELD, NEAR THE SOUTHWEST CORNER OF A SMALL RECTANGULAR GRASS
 DL0382'ISLAND WITH TWO FUEL PUMPS LOCATED NEAR THE CENTER OF THE APRON.
 DL0382'OWNERSHIP--CITY OF CAMDEN, FBO IS JIM ADVANT, PO BOX 26, CAMDEN AR
 DL0382'71701, PHONE 501-574-2642.  TO REACH THE STATION FROM THE UNDERPASS AT
 DL0382'THE JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY 4 ABOUT 5 KM (3.10
 DL0382'MI) NORTHEAST OF CAMDEN, GO NORTHEAST ON HIGHWAY 79 FOR 0.48 KM (0.30
 DL0382'MI) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, EASTERLY ON THE ROAD
 DL0382'FOR 0.13 KM (0.10 MI) TO A PAVED ROAD RIGHT JUST BEFORE BUILDING
 DL0382'NUMBER 3 ON THE RIGHT.  TURN RIGHT, SOUTH-SOUTHWEST ON THE ROAD FOR
 DL0382'0.08 KM (0.05 MI) TO A PARKING LOT ON THE SOUTH SIDE OF THE BUILDING
 DL0382'AND A GATE IN THE PIPE FENCE ON THE LEFT AT THE APRON.  TURN LEFT,
 DL0382'EAST-SOUTHEAST, PASSING THROUGH THE GATE AND ACROSS THE APRON FOR 0.18
 DL0382'KM (0.10 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE JUNCTION OF A
 DL0382'TAXIWAY.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 DL0382'RECESSED 2 CM BELOW THE GROUND SURFACE.  IT IS 43.1 M (141.4 FT)
 DL0382'SOUTHEAST OF A SMALL BUILDING NEAR THE FUEL PUMPS, 22.1 M (72.5 FT)
 DL0382'SOUTH OF A RED LIGHT ON THE EAST 1 OF 2 FUEL PUMPS, 21.3 M (69.9 FT)
 DL0382'SOUTH-SOUTHWEST OF THE SOUTH EDGE OF AN APRON, 1.7 M (5.6 FT)
 DL0382'NORTH-NORTHEAST OF THE NORTH EDGE OF AN APRON, 0.4 M (1.3 FT)
 DL0382'WEST-NORTHWEST OF A CONCRETE PAD LOCATED AT THE SOUTHEAST CORNER OF
 DL0382'THE GRASS ISLAND AND 0.3 M (1.0 FT) NORTH OF THE NORTH EDGE OF A
 DL0382'SIDEWALK ON THE SOUTH SIDE OF THE GRASS ISLAND.  NOTE--THIS STATION
 DL0382'WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL
 DL0382'STATION.
 DL0382
 DL0382                          STATION RECOVERY (2000)
 DL0382
 DL0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 DL0382'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHEAST OF CAMDEN AT
 DL0382'THE HARRELL FIELD AIRPORT AT THE SOUTHEAST CORNER OF THE GRASSY MEDIAN
 DL0382'FOR THE FUELING STATION LOCATED EAST OF THE AIRPORT OFFICE.
 DL0382'OWNERSHIP--CITY OF CAMDEN.  NOTE--CONTACT MR.  JIM ADVANT (AIRPORT
 DL0382'MANAGER) ONE DAY IN ADVANCE BEFORE OCCUPYING THIS STATION.  PHONE--
 DL0382'(501) 574-2642.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DL0382'79 AND STATE HIGHWAY 278 LOCATED ABOUT 5.0 KM (3.10 MI) NORTHEAST OF
 DL0382'CAMDEN, GO NORTHEAST ON HIGHWAY 79 FOR 0.48 KM (0.30 MI) TO THE
 DL0382'JUNCTION OF AIRPORT ROAD ON THE RIGHT, TURN RIGHT, EAST ON AIRPORT
 DL0382'ROAD, FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF A PAVED ROAD ON THE
 DL0382'RIGHT AT BUILDING NUMBER 3, TURN RIGHT, SOUTH ON THE ROAD FOR 0.05 KM
 DL0382'(0.05 MI) TO THE SOUTH END OF BUILDING 3 AND APRON ON THE LEFT LEADING
 DL0382'EAST BETWEEN A HANGAR AND BUILDING NUMBER 4, TURN LEFT, EAST ON APRON
 DL0382'FOR 0.24 KM (0.15 MI) TO THE WEST SIDE OF THE GRASSY MEDIAN OF THE
 DL0382'FUELING STATION AT A SMALL BUILDING NUMBER 6, TURN RIGHT, SOUTH ALONG
 DL0382'THE WEST EDGE OF THE MEDIAN FOR ABOUT 15.24 M (50.00 FT) TO ITS
 DL0382'SOUTHWEST CORNER, TURN LEFT, EAST ALONG THE SOUTH EDGE OF THE MEDIAN
 DL0382'FOR ABOUT 30.48 M (100.00 FT) TO ITS SOUTHEAST CORNER AND THE STATION
 DL0382'ON THE LEFT SET FLUSH WITH THE GROUND NEAR THE SOUTHEAST CORNER OF THE
 DL0382'GRASSY MEDIAN.  THE STATION IS A CGS BENCH MARK DISK SET IN TOP OF A
 DL0382'25 CM ROUND CONCRETE POST ABOUT 2 CM BELOW THE SURFACE OF THE GROUND.
 DL0382'LOCATED 43.13 M (141.50 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DL0382'BUILDING NUMBER 6, 1.7 M (5.6 FT) WEST OF THE SOUTHEAST CORNER OF A
 DL0382'SMALL CONCRETE PAD AT THE SOUTHEAST CORNER OF THE MEDIAN, 0.3 M (1.0
 DL0382'FT) NORTH OF THE NORTH EDGE OF AN OLD CONCRETE SIDEWALK ON THE SOUTH
 DL0382'SIDE OF THE MEDIAN AND 0.3 M (1.0 FT) NORTH OF A SHORT FIBER GLASS
 DL0382'WITNESS POST.
 DL0382
 DL0382                          STATION RECOVERY (2001)
 DL0382
 DL0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 DL0382'RECOVERED AS DESCRIBED.
 DL0382'
 DL0382
 DL0382                          STATION RECOVERY (2005)
 DL0382
 DL0382'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DL0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0230 ***********************************************************************
 DL0230  DESIGNATION -  S 198
 DL0230  PID         -  DL0230
 DL0230  STATE/COUNTY-  AR/UNION
 DL0230  USGS QUAD   -  CALION (1978)
 DL0230
 DL0230                         *CURRENT SURVEY CONTROL
 DL0230  ___________________________________________________________________
 DL0230* NAD 83(1986)-  33 19 24.     (N)    092 37 19.     (W)     SCALED    
 DL0230* NAVD 88     -        31.039  (meters)     101.83   (feet)  ADJUSTED  
 DL0230  ___________________________________________________________________
 DL0230  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0230  DYNAMIC HT  -          31.006 (meters)     101.73  (feet)  COMP
 DL0230  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 DL0230
 DL0230  VERT ORDER  -  FIRST     CLASS II
 DL0230
 DL0230.The horizontal coordinates were scaled from a topographic map and have
 DL0230.an estimated accuracy of +/- 6 seconds.
 DL0230
 DL0230.The orthometric height was determined by differential leveling
 DL0230.and adjusted by the National Geodetic Survey in June 1991..
 DL0230
 DL0230.The geoid height was determined by GEOID03.
 DL0230
 DL0230.The dynamic height is computed by dividing the NAVD 88
 DL0230.geopotential number by the normal gravity value computed on the
 DL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0230.degrees latitude (g = 980.6199 gals.).
 DL0230
 DL0230.The modeled gravity was interpolated from observed gravity values.
 DL0230
 DL0230;                    North         East    Units  Estimated Accuracy
 DL0230;SPC AR S     -   473,010.      342,090.      MT  (+/- 180 meters Scaled)
 DL0230
 DL0230                          SUPERSEDED SURVEY CONTROL
 DL0230
 DL0230  NGVD 29 (??/??/92)   31.077  (m)          101.96   (f) ADJ UNCH    1 2
 DL0230
 DL0230.Superseded values are not recommended for survey control.
 DL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0230.See file dsdata.txt to determine how the superseded data were derived.
 DL0230
 DL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS351871(NAD 83)
 DL0230_MARKER: DB = BENCH MARK DISK
 DL0230_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0230_SP_SET: 32 FT.
 DL0230_STAMPING: S 198 1960
 DL0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0230
 DL0230  HISTORY     - Date     Condition        Report By
 DL0230  HISTORY     - 1960     MONUMENTED       CGS
 DL0230  HISTORY     - 1964     GOOD             NGS
 DL0230
 DL0230                          STATION DESCRIPTION
 DL0230
 DL0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0230'2.6 MI E FROM NORPHLET.
 DL0230'ABOUT 2.6 MILES EAST ALONG AN ASPHALT ROAD FROM THE MISSOURI PACIFIC
 DL0230'RAILROAD STATION AT NORPHLET, IN SECTION 14, T 16 S, R 15 W, 101 FEET
 DL0230'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 248 FEET EAST OF A CONCRETE
 DL0230'BRIDGE, 76 FEET SOUTH OF A POWER POLE, 28 FEET NORTHEAST OF A LONE
 DL0230'14-INCH GUM TREE, 20 1/2 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF AN
 DL0230'ABANDONED CONCRETE FOUNDATION, 1.7 FEET SOUTHEAST OF A METAL WITNESS
 DL0230'POST, ABOUT 3 FEET BELOW THE ROAD, ON THE TOP OF A 5/8-INCH COPPER
 DL0230'COATED STEEL ROD THAT IS DRIVEN TO A DEPTH OF 32 FEET, AND IS ENCASED
 DL0230'IN A 6-INCH TILE PROJECTING 6 INCHES.
 DL0230
 DL0230                          STATION RECOVERY (1964)
 DL0230
 DL0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0102 ***********************************************************************
 DL0102  DESIGNATION -  S 199
 DL0102  PID         -  DL0102
 DL0102  STATE/COUNTY-  AR/UNION
 DL0102  USGS QUAD   -  NEW LONDON (1981)
 DL0102
 DL0102                         *CURRENT SURVEY CONTROL
 DL0102  ___________________________________________________________________
 DL0102* NAD 83(1986)-  33 13 23.     (N)    092 19 49.     (W)     SCALED    
 DL0102* NAVD 88     -        33.972  (meters)     111.46   (feet)  ADJUSTED  
 DL0102  ___________________________________________________________________
 DL0102  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0102  DYNAMIC HT  -          33.936 (meters)     111.34  (feet)  COMP
 DL0102  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DL0102
 DL0102  VERT ORDER  -  FIRST     CLASS II
 DL0102
 DL0102.The horizontal coordinates were scaled from a topographic map and have
 DL0102.an estimated accuracy of +/- 6 seconds.
 DL0102
 DL0102.The orthometric height was determined by differential leveling
 DL0102.and adjusted by the National Geodetic Survey in June 1991..
 DL0102
 DL0102.The geoid height was determined by GEOID03.
 DL0102
 DL0102.The dynamic height is computed by dividing the NAVD 88
 DL0102.geopotential number by the normal gravity value computed on the
 DL0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0102.degrees latitude (g = 980.6199 gals.).
 DL0102
 DL0102.The modeled gravity was interpolated from observed gravity values.
 DL0102
 DL0102;                    North         East    Units  Estimated Accuracy
 DL0102;SPC AR S     -   461,760.      369,210.      MT  (+/- 180 meters Scaled)
 DL0102
 DL0102                          SUPERSEDED SURVEY CONTROL
 DL0102
 DL0102  NGVD 29 (??/??/92)   34.022  (m)          111.62   (f) ADJ UNCH    1 2
 DL0102
 DL0102.Superseded values are not recommended for survey control.
 DL0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0102.See file dsdata.txt to determine how the superseded data were derived.
 DL0102
 DL0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS624762(NAD 83)
 DL0102_MARKER: DB = BENCH MARK DISK
 DL0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0102_STAMPING: S 199 1960
 DL0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0102+STABILITY: SURFACE MOTION
 DL0102
 DL0102  HISTORY     - Date     Condition        Report By
 DL0102  HISTORY     - 1960     MONUMENTED       CGS
 DL0102  HISTORY     - 1964     GOOD             NGS
 DL0102  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0102
 DL0102                          STATION DESCRIPTION
 DL0102
 DL0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0102'8.7 MI N FROM STRONG.
 DL0102'0.15 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0102'STATION AT STRONG, THENCE 1.1 MILES NORTHEAST ALONG A PAVED ROAD,
 DL0102'THENCE 7.45 MILES NORTH ALONG A GRADED DIRT ROAD, IN SECTION 22, T 17
 DL0102'S, R 12 W, 0.2 MILE SOUTH OF THE MOST SOUTHERLY OF THREE BRIDGES, 64
 DL0102'FEET WEST OF THE CENTER LINE OF THE ROAD, 125 FEET NORTH OF THE CENTER
 DL0102'LINE OF A WOODS ROAD LEADING WEST, 43 1/2 FEET NORTHWEST OF A 25-INCH
 DL0102'SWEET GUM TREE, 2 FEET SOUTH OF A WOVEN WIRE FENCE, 2.0 FEET WEST OF A
 DL0102'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IN
 DL0102'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0102
 DL0102                          STATION RECOVERY (1964)
 DL0102
 DL0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0102'RECOVERED IN GOOD CONDITION.
 DL0102
 DL0102                          STATION RECOVERY (2004)
 DL0102
 DL0102'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0316 ***********************************************************************
 GE0316  DESIGNATION -  S 2
 GE0316  PID         -  GE0316
 GE0316  STATE/COUNTY-  AR/LAWRENCE
 GE0316  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0316
 GE0316                         *CURRENT SURVEY CONTROL
 GE0316  ___________________________________________________________________
 GE0316* NAD 83(1986)-  36 03 08.     (N)    090 58 29.     (W)     SCALED    
 GE0316* NAVD 88     -        81.704  (meters)     268.06   (feet)  ADJUSTED  
 GE0316  ___________________________________________________________________
 GE0316  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GE0316  DYNAMIC HT  -          81.637 (meters)     267.84  (feet)  COMP
 GE0316  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GE0316
 GE0316  VERT ORDER  -  FIRST     CLASS II
 GE0316
 GE0316.The horizontal coordinates were scaled from a topographic map and have
 GE0316.an estimated accuracy of +/- 6 seconds.
 GE0316
 GE0316.The orthometric height was determined by differential leveling
 GE0316.and adjusted by the National Geodetic Survey in January 1995..
 GE0316
 GE0316.The geoid height was determined by GEOID03.
 GE0316
 GE0316.The dynamic height is computed by dividing the NAVD 88
 GE0316.geopotential number by the normal gravity value computed on the
 GE0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0316.degrees latitude (g = 980.6199 gals.).
 GE0316
 GE0316.The modeled gravity was interpolated from observed gravity values.
 GE0316
 GE0316;                    North         East    Units  Estimated Accuracy
 GE0316;SPC AR N     -   191,180.      492,380.      MT  (+/- 180 meters Scaled)
 GE0316
 GE0316                          SUPERSEDED SURVEY CONTROL
 GE0316
 GE0316  NAVD 88 (06/15/91)   81.700  (m)          268.04   (f) UNKNOWN     1 2
 GE0316  NGVD 29 (10/05/93)   81.616  (m)          267.77   (f) ADJUSTED    1 2
 GE0316
 GE0316.Superseded values are not recommended for survey control.
 GE0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0316.See file dsdata.txt to determine how the superseded data were derived.
 GE0316
 GE0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV824916(NAD 83)
 GE0316_MARKER: DB = BENCH MARK DISK
 GE0316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0316_SP_SET: HEADWALL
 GE0316_STAMPING: S 2 1928 267.759
 GE0316_MARK LOGO: CGS   
 GE0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0316+STABILITY: SURFACE MOTION
 GE0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0316+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE0316
 GE0316  HISTORY     - Date     Condition        Report By
 GE0316  HISTORY     - 1928     MONUMENTED       CGS
 GE0316  HISTORY     - 1944     GOOD             NGS
 GE0316  HISTORY     - 19920323 GOOD             NGS
 GE0316  HISTORY     - 20020913 GOOD             USACE
 GE0316
 GE0316                          STATION DESCRIPTION
 GE0316
 GE0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GE0316'0.1 MI NW FROM HOXIE.
 GE0316'0.1 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0316'FROM THE STATION AT HOXIE, LAWRENCE COUNTY, BETWEEN POLES 397/31
 GE0316'AND 397/32, 26 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 GE0316'AT A CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH
 GE0316'HEADWALL, AND 1 FOOT BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 GE0316'STAMPED 267.759 S 2 1928.
 GE0316
 GE0316                          STATION RECOVERY (1992)
 GE0316
 GE0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0316'IN HOXIE, AT THE INTERSECTION OF SOUTHWEST BROAD AND SOUTHWEST MEMPHIS
 GE0316'STREETS, IN TOP OF AND O.4 M NORTHWEST OF THE SOUTHEAST END OF THE
 GE0316'SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT, 16.3 M (53.5 FT)
 GE0316'NORTHEAST OF THE CENTER OF MEMPHIS STREET, 12.9 M (42.3 FT) NORTHWEST
 GE0316'OF THE EXTENDED CENTER OF BROAD STREET, 7.1 M (23.3 FT) SOUTHWEST OF
 GE0316'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 0.6 M
 GE0316'(2.0 FT) BELOW THE LEVEL OF THE TRACK.
 GE0316
 GE0316                          STATION RECOVERY (2002)
 GE0316
 GE0316'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0131 ***********************************************************************
 FH0131  DESIGNATION -  S 20
 FH0131  PID         -  FH0131
 FH0131  STATE/COUNTY-  AR/SCOTT
 FH0131  USGS QUAD   -  IONE (1987)
 FH0131
 FH0131                         *CURRENT SURVEY CONTROL
 FH0131  ___________________________________________________________________
 FH0131* NAD 83(1986)-  35 00 14.     (N)    094 07 14.     (W)     SCALED    
 FH0131* NAVD 88     -       170.748  (meters)     560.20   (feet)  ADJUSTED  
 FH0131  ___________________________________________________________________
 FH0131  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FH0131  DYNAMIC HT  -         170.576 (meters)     559.63  (feet)  COMP
 FH0131  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 FH0131
 FH0131  VERT ORDER  -  FIRST     CLASS II
 FH0131
 FH0131.The horizontal coordinates were scaled from a topographic map and have
 FH0131.an estimated accuracy of +/- 6 seconds.
 FH0131
 FH0131.The orthometric height was determined by differential leveling
 FH0131.and adjusted by the National Geodetic Survey in June 1991..
 FH0131
 FH0131.The geoid height was determined by GEOID03.
 FH0131
 FH0131.The dynamic height is computed by dividing the NAVD 88
 FH0131.geopotential number by the normal gravity value computed on the
 FH0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0131.degrees latitude (g = 980.6199 gals.).
 FH0131
 FH0131.The modeled gravity was interpolated from observed gravity values.
 FH0131
 FH0131;                    North         East    Units  Estimated Accuracy
 FH0131;SPC AR N     -    76,480.      206,450.      MT  (+/- 180 meters Scaled)
 FH0131
 FH0131                          SUPERSEDED SURVEY CONTROL
 FH0131
 FH0131  NGVD 29 (??/??/92)  170.643  (m)          559.85   (f) ADJ UNCH    1 2
 FH0131
 FH0131.Superseded values are not recommended for survey control.
 FH0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0131.See file dsdata.txt to determine how the superseded data were derived.
 FH0131
 FH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU977740(NAD 83)
 FH0131_MARKER: DB = BENCH MARK DISK
 FH0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0131_SP_SET: CURB
 FH0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0131
 FH0131  HISTORY     - Date     Condition        Report By
 FH0131  HISTORY     - UNK      MONUMENTED       CGS
 FH0131  HISTORY     - 1931     GOOD             NGS
 FH0131  HISTORY     - 1959     GOOD             NGS
 FH0131  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0131  HISTORY     - 1987     GOOD             USPSQD
 FH0131  HISTORY     - 1989     GOOD             USPSQD
 FH0131
 FH0131                          STATION DESCRIPTION
 FH0131
 FH0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FH0131'8.1 MI SE FROM ABBOTT.
 FH0131'8.1 MILES SOUTHEAST, LOCATD IN THE NORTHWEST CORNER OF BRIDGE
 FH0131'12-8.70, WHICH IS OVER OLD FREEDOM CREEK, IN THE CURBING ABOUT
 FH0131'1.5 FEET SOUTH OF THE NORTH END OF THE BRIDGE, THIS MARK IS
 FH0131'4.4 MILES SOUTH OF R 20, AND 8.9 MILES NORTH OF WALDRON, ARK.
 FH0131
 FH0131                          STATION RECOVERY (1959)
 FH0131
 FH0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0131'RECOVERED IN GOOD CONDITION.
 FH0131
 FH0131                          STATION RECOVERY (1985)
 FH0131
 FH0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0131'NOT RECOVERED, OLD BRIDGE GONE AND DISK LOST.
 FH0131
 FH0131                          STATION RECOVERY (1987)
 FH0131
 FH0131'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0131'RECOVERED IN GOOD CONDITION.
 FH0131
 FH0131                          STATION RECOVERY (1989)
 FH0131
 FH0131'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0739 ***********************************************************************
 FH0739  DESIGNATION -  S 20 RESET
 FH0739  PID         -  FH0739
 FH0739  STATE/COUNTY-  AR/SCOTT
 FH0739  USGS QUAD   -  IONE (1987)
 FH0739
 FH0739                         *CURRENT SURVEY CONTROL
 FH0739  ___________________________________________________________________
 FH0739* NAD 83(1986)-  35 00 14.     (N)    094 07 14.     (W)     SCALED    
 FH0739* NAVD 88     -       171.386  (meters)     562.29   (feet)  ADJUSTED  
 FH0739  ___________________________________________________________________
 FH0739  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FH0739  DYNAMIC HT  -         171.213 (meters)     561.72  (feet)  COMP
 FH0739  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 FH0739
 FH0739  VERT ORDER  -  FIRST     CLASS II
 FH0739
 FH0739.The horizontal coordinates were scaled from a topographic map and have
 FH0739.an estimated accuracy of +/- 6 seconds.
 FH0739
 FH0739.The orthometric height was determined by differential leveling
 FH0739.and adjusted by the National Geodetic Survey in June 1991..
 FH0739
 FH0739.The geoid height was determined by GEOID03.
 FH0739
 FH0739.The dynamic height is computed by dividing the NAVD 88
 FH0739.geopotential number by the normal gravity value computed on the
 FH0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0739.degrees latitude (g = 980.6199 gals.).
 FH0739
 FH0739.The modeled gravity was interpolated from observed gravity values.
 FH0739
 FH0739;                    North         East    Units  Estimated Accuracy
 FH0739;SPC AR N     -    76,480.      206,450.      MT  (+/- 180 meters Scaled)
 FH0739
 FH0739                          SUPERSEDED SURVEY CONTROL
 FH0739
 FH0739.No superseded survey control is available for this station.
 FH0739
 FH0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU977740(NAD 83)
 FH0739_MARKER: DB = BENCH MARK DISK
 FH0739_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0739_SP_SET: PARAPET WALL
 FH0739_STAMPING: S 20 RESET 1981
 FH0739_MARK LOGO: NGS   
 FH0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0739+STABILITY: SURFACE MOTION
 FH0739
 FH0739  HISTORY     - Date     Condition        Report By
 FH0739  HISTORY     - 1981     MONUMENTED       ARHD
 FH0739  HISTORY     - 1985     GOOD             NGS
 FH0739  HISTORY     - 1988     GOOD             USPSQD
 FH0739
 FH0739                          STATION DESCRIPTION
 FH0739
 FH0739'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1981
 FH0739'8.1 MI SE FROM ABBOTT.
 FH0739'8.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 71 FROM ABBOTT, IN THE
 FH0739'NORTHWEST CORNER OF PARAPET WALL OF BRIDGE NO 12-8.70 OVER OLD
 FH0739'FREEDOM CREEK, 1.5 FEET SOUTH OF THE NORTH END OF THE BRIDGE.
 FH0739
 FH0739                          STATION RECOVERY (1985)
 FH0739
 FH0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FH0739'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  4.2 KM
 FH0739'(2.65 MI) NORTH ALONG U.S. HIGHWAY 71 BUSINESS FROM THE JUNCTION OF
 FH0739'STATE HIGHWAY 80 (EAST CHURCH STREET), THENCE 6.7 KM (4.15 MI) NORTH
 FH0739'ALONG U.S. HIGHWAY 71, AT A BRIDGE OVER THE OLD FREEDOM CREEK, SET IN
 FH0739'TOP OF THE NORTHWEST END OF THE CONCRETE BRIDGE RAILING, 7.25 METERS
 FH0739'(23.8 FT) WEST OF THE CENTERLINE OF HIGHWAY 71, AND 0.24 METERS
 FH0739'(0.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE EAST BRIDGE RAIL.
 FH0739'THE MARK IS 0.85 M ABOVE HIGHWAY 71.
 FH0739
 FH0739                          STATION RECOVERY (1988)
 FH0739
 FH0739'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0561 ***********************************************************************
 DL0561  DESIGNATION -  S 202
 DL0561  PID         -  DL0561
 DL0561  STATE/COUNTY-  AR/LAFAYETTE
 DL0561  USGS QUAD   -  BUCKNER (1968)
 DL0561
 DL0561                         *CURRENT SURVEY CONTROL
 DL0561  ___________________________________________________________________
 DL0561* NAD 83(1986)-  33 21 23.     (N)    093 25 50.     (W)     SCALED    
 DL0561* NAVD 88     -        79.251  (meters)     260.01   (feet)  ADJUSTED  
 DL0561  ___________________________________________________________________
 DL0561  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DL0561  DYNAMIC HT  -          79.166 (meters)     259.73  (feet)  COMP
 DL0561  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DL0561
 DL0561  VERT ORDER  -  FIRST     CLASS II
 DL0561
 DL0561.The horizontal coordinates were scaled from a topographic map and have
 DL0561.an estimated accuracy of +/- 6 seconds.
 DL0561
 DL0561.The orthometric height was determined by differential leveling
 DL0561.and adjusted by the National Geodetic Survey in June 1991..
 DL0561
 DL0561.The geoid height was determined by GEOID03.
 DL0561
 DL0561.The dynamic height is computed by dividing the NAVD 88
 DL0561.geopotential number by the normal gravity value computed on the
 DL0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0561.degrees latitude (g = 980.6199 gals.).
 DL0561
 DL0561.The modeled gravity was interpolated from observed gravity values.
 DL0561
 DL0561;                    North         East    Units  Estimated Accuracy
 DL0561;SPC AR S     -   477,430.      266,860.      MT  (+/- 180 meters Scaled)
 DL0561
 DL0561                          SUPERSEDED SURVEY CONTROL
 DL0561
 DL0561  NGVD 29 (??/??/92)   79.286  (m)          260.12   (f) ADJ UNCH    1 2
 DL0561
 DL0561.Superseded values are not recommended for survey control.
 DL0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0561.See file dsdata.txt to determine how the superseded data were derived.
 DL0561
 DL0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS599908(NAD 83)
 DL0561_MARKER: DB = BENCH MARK DISK
 DL0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0561_STAMPING: S 202 1960
 DL0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0561+STABILITY: SURFACE MOTION
 DL0561
 DL0561  HISTORY     - Date     Condition        Report By
 DL0561  HISTORY     - 1960     MONUMENTED       CGS
 DL0561  HISTORY     - 1963     GOOD             NGS
 DL0561
 DL0561                          STATION DESCRIPTION
 DL0561
 DL0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0561'4.1 MI E FROM STAMPS.
 DL0561'ABOUT 4.1 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0561'STATION AT STAMPS, IN SECTION 13, T 16 S, R 22 W, 19 1/2 FEET EAST OF
 DL0561'THE 4TH POLE WEST OF MILEPOST 381, 3 RAILS WEST OF SEMAPHORE 381.0, 36
 DL0561'FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE POLES,
 DL0561'2.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE
 DL0561'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0561
 DL0561                          STATION RECOVERY (1963)
 DL0561
 DL0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0621 ***********************************************************************
 DL0621  DESIGNATION -  S 203
 DL0621  PID         -  DL0621
 DL0621  STATE/COUNTY-  AR/COLUMBIA
 DL0621  USGS QUAD   -  MAGNOLIA (1968)
 DL0621
 DL0621                         *CURRENT SURVEY CONTROL
 DL0621  ___________________________________________________________________
 DL0621* NAD 83(1986)-  33 19 03.     (N)    093 13 55.     (W)     SCALED    
 DL0621* NAVD 88     -        89.486  (meters)     293.59   (feet)  ADJUSTED  
 DL0621  ___________________________________________________________________
 DL0621  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0621  DYNAMIC HT  -          89.390 (meters)     293.27  (feet)  COMP
 DL0621  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 DL0621
 DL0621  VERT ORDER  -  SECOND    CLASS 0
 DL0621
 DL0621.The horizontal coordinates were scaled from a topographic map and have
 DL0621.an estimated accuracy of +/- 6 seconds.
 DL0621
 DL0621.The orthometric height was determined by differential leveling
 DL0621.and adjusted by the National Geodetic Survey in June 1991..
 DL0621
 DL0621.The geoid height was determined by GEOID03.
 DL0621
 DL0621.The dynamic height is computed by dividing the NAVD 88
 DL0621.geopotential number by the normal gravity value computed on the
 DL0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0621.degrees latitude (g = 980.6199 gals.).
 DL0621
 DL0621.The modeled gravity was interpolated from observed gravity values.
 DL0621
 DL0621;                    North         East    Units  Estimated Accuracy
 DL0621;SPC AR S     -   472,880.      285,290.      MT  (+/- 180 meters Scaled)
 DL0621
 DL0621                          SUPERSEDED SURVEY CONTROL
 DL0621
 DL0621  NGVD 29 (??/??/92)   89.518  (m)          293.69   (f) ADJ UNCH    2 0
 DL0621
 DL0621.Superseded values are not recommended for survey control.
 DL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0621.See file dsdata.txt to determine how the superseded data were derived.
 DL0621
 DL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS784865(NAD 83)
 DL0621_MARKER: DB = BENCH MARK DISK
 DL0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0621_STAMPING: S 203 1960
 DL0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0621+STABILITY: SURFACE MOTION
 DL0621
 DL0621  HISTORY     - Date     Condition        Report By
 DL0621  HISTORY     - 1960     MONUMENTED       CGS
 DL0621
 DL0621                          STATION DESCRIPTION
 DL0621
 DL0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0621'2.45 MI S FROM MCNEIL.
 DL0621'ABOUT 2.45 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0621'FROM THE STATION AT MCNEIL, IN SECTION 25, T 16 S, R 21 W, 0.3 MILE
 DL0621'NORTHEAST OF MILEPOST 3, 35 FEET NORTHWEST OF THE NORTHWEST RAIL, 86
 DL0621'FEET NORTHEAST OF THE NORTHWEST END OF A 36-INCH CORRUGATED CULVERT,
 DL0621'10 FEET NORTHEAST OF A BRACED TELEPHONE POLE, 18 1/2 FEET SOUTHEAST OF
 DL0621'A 10-INCH PINE TREE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 DL0621'3 FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING
 DL0621'6 INCHES.  NOTE-- ABOUT 3.8 MILES NORTH ALONG THE LOUISIANA AND NORTH
 DL0621'WEST RAILROAD FROM THE STATION AT MAGNOLIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0522 ***********************************************************************
 DL0522  DESIGNATION -  S 204
 DL0522  PID         -  DL0522
 DL0522  STATE/COUNTY-  AR/OUACHITA
 DL0522  USGS QUAD   -  STEPHENS (1976)
 DL0522
 DL0522                         *CURRENT SURVEY CONTROL
 DL0522  ___________________________________________________________________
 DL0522* NAD 83(1986)-  33 24 12.     (N)    093 05 49.     (W)     SCALED    
 DL0522* NAVD 88     -        56.771  (meters)     186.26   (feet)  ADJUSTED  
 DL0522  ___________________________________________________________________
 DL0522  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DL0522  DYNAMIC HT  -          56.711 (meters)     186.06  (feet)  COMP
 DL0522  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DL0522
 DL0522  VERT ORDER  -  FIRST     CLASS II
 DL0522
 DL0522.The horizontal coordinates were scaled from a topographic map and have
 DL0522.an estimated accuracy of +/- 6 seconds.
 DL0522
 DL0522.The orthometric height was determined by differential leveling
 DL0522.and adjusted by the National Geodetic Survey in June 1991..
 DL0522
 DL0522.The geoid height was determined by GEOID03.
 DL0522
 DL0522.The dynamic height is computed by dividing the NAVD 88
 DL0522.geopotential number by the normal gravity value computed on the
 DL0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0522.degrees latitude (g = 980.6199 gals.).
 DL0522
 DL0522.The modeled gravity was interpolated from observed gravity values.
 DL0522
 DL0522;                    North         East    Units  Estimated Accuracy
 DL0522;SPC AR S     -   482,250.      297,960.      MT  (+/- 180 meters Scaled)
 DL0522
 DL0522                          SUPERSEDED SURVEY CONTROL
 DL0522
 DL0522  NGVD 29 (??/??/92)   56.799  (m)          186.35   (f) ADJ UNCH    1 2
 DL0522
 DL0522.Superseded values are not recommended for survey control.
 DL0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0522.See file dsdata.txt to determine how the superseded data were derived.
 DL0522
 DL0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS909960(NAD 83)
 DL0522_MARKER: DB = BENCH MARK DISK
 DL0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0522_STAMPING: S 204 1960
 DL0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0522+STABILITY: SURFACE MOTION
 DL0522
 DL0522  HISTORY     - Date     Condition        Report By
 DL0522  HISTORY     - 1960     MONUMENTED       CGS
 DL0522  HISTORY     - 1963     GOOD             NGS
 DL0522
 DL0522                          STATION DESCRIPTION
 DL0522
 DL0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0522'1.95 MI SW FROM STEPHENS.
 DL0522'ABOUT 1.95 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0522'FROM THE STATION AT STEPHENS, IN SECTION 29, T 15 S, R 19 W, 3 1/2
 DL0522'POLES EAST OF MILEPOST 360, 62 FEET NORTH OF THE NORTH RAIL, 55 FEET
 DL0522'NORTHWEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 65 FEET NORTH OF
 DL0522'THE CENTER OF A ROAD CROSSING, 2 FEET EAST OF A FENCE, 2.4 FEET SOUTH
 DL0522'OF A METAL WITNESS POST, ABOUT 6 1/2 FEET BELOW THE TRACKS, SET IN THE
 DL0522'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0522
 DL0522                          STATION RECOVERY (1963)
 DL0522
 DL0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1324 ***********************************************************************
 FF1324  DESIGNATION -  S 205
 FF1324  PID         -  FF1324
 FF1324  STATE/COUNTY-  AR/WHITE
 FF1324  USGS QUAD   -  JUDSONIA (1994)
 FF1324
 FF1324                         *CURRENT SURVEY CONTROL
 FF1324  ___________________________________________________________________
 FF1324* NAD 83(1986)-  35 18 11.     (N)    091 38 35.     (W)     SCALED    
 FF1324* NAVD 88     -       119.833  (meters)     393.15   (feet)  ADJUSTED  
 FF1324  ___________________________________________________________________
 FF1324  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1324  DYNAMIC HT  -         119.725 (meters)     392.80  (feet)  COMP
 FF1324  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FF1324
 FF1324  VERT ORDER  -  SECOND    CLASS 0
 FF1324
 FF1324.The horizontal coordinates were scaled from a topographic map and have
 FF1324.an estimated accuracy of +/- 6 seconds.
 FF1324
 FF1324.The orthometric height was determined by differential leveling
 FF1324.and adjusted by the National Geodetic Survey in June 1991..
 FF1324
 FF1324.The geoid height was determined by GEOID03.
 FF1324
 FF1324.The dynamic height is computed by dividing the NAVD 88
 FF1324.geopotential number by the normal gravity value computed on the
 FF1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1324.degrees latitude (g = 980.6199 gals.).
 FF1324
 FF1324.The modeled gravity was interpolated from observed gravity values.
 FF1324
 FF1324;                    North         East    Units  Estimated Accuracy
 FF1324;SPC AR N     -   107,640.      432,460.      MT  (+/- 180 meters Scaled)
 FF1324
 FF1324                          SUPERSEDED SURVEY CONTROL
 FF1324
 FF1324  NGVD 29 (??/??/??)  119.781  (m)          392.98   (f) ADJUSTED    2 0
 FF1324
 FF1324.Superseded values are not recommended for survey control.
 FF1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1324.See file dsdata.txt to determine how the superseded data were derived.
 FF1324
 FF1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV233074(NAD 83)
 FF1324_MARKER: DB = BENCH MARK DISK
 FF1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1324_STAMPING: S 205 1962
 FF1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1324+STABILITY: SURFACE MOTION
 FF1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1324+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 FF1324
 FF1324  HISTORY     - Date     Condition        Report By
 FF1324  HISTORY     - 1962     MONUMENTED       CGS
 FF1324  HISTORY     - 1990     GOOD             USPSQD
 FF1324  HISTORY     - 20030731 GOOD             USACE
 FF1324
 FF1324                          STATION DESCRIPTION
 FF1324
 FF1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1324'3.4 MI N FROM JUDSONIA.
 FF1324'0.4 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1324'THE STATION AT JUDSONIA, THENCE 1.5 MILES NORTH ALONG A DIRT
 FF1324'ROAD, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 1.0 MILE
 FF1324'NORTHWEST ALONG STATE HIGHWAY 157, 23.4 FEET WEST OF CENTERLINE
 FF1324'OF THE HIGHWAY, 19.4 FEET EAST OF A RIGHT OF WAY FENCE, 2.3 FEET
 FF1324'NORTH OF A METAL WITNESS POST, 1.8 FEET NORTHWEST OF A POWER
 FF1324'POLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP
 FF1324'OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 FF1324
 FF1324                          STATION RECOVERY (1990)
 FF1324
 FF1324'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 FF1324'RECOVERED IN GOOD CONDITION.
 FF1324
 FF1324                          STATION RECOVERY (2003)
 FF1324
 FF1324'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1518 ***********************************************************************
 FF1518  DESIGNATION -  S 206
 FF1518  PID         -  FF1518
 FF1518  STATE/COUNTY-  AR/WHITE
 FF1518  USGS QUAD   -  SIDON (1994)
 FF1518
 FF1518                         *CURRENT SURVEY CONTROL
 FF1518  ___________________________________________________________________
 FF1518* NAD 83(1986)-  35 18 15.     (N)    091 58 10.     (W)     SCALED    
 FF1518* NAVD 88     -       232.455  (meters)     762.65   (feet)  ADJUSTED  
 FF1518  ___________________________________________________________________
 FF1518  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF1518  DYNAMIC HT  -         232.238 (meters)     761.93  (feet)  COMP
 FF1518  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FF1518
 FF1518  VERT ORDER  -  SECOND    CLASS 0
 FF1518
 FF1518.The horizontal coordinates were scaled from a topographic map and have
 FF1518.an estimated accuracy of +/- 6 seconds.
 FF1518
 FF1518.The orthometric height was determined by differential leveling
 FF1518.and adjusted by the National Geodetic Survey in June 1991..
 FF1518
 FF1518.The geoid height was determined by GEOID03.
 FF1518
 FF1518.The dynamic height is computed by dividing the NAVD 88
 FF1518.geopotential number by the normal gravity value computed on the
 FF1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1518.degrees latitude (g = 980.6199 gals.).
 FF1518
 FF1518.The modeled gravity was interpolated from observed gravity values.
 FF1518
 FF1518;                    North         East    Units  Estimated Accuracy
 FF1518;SPC AR N     -   107,710.      402,780.      MT  (+/- 180 meters Scaled)
 FF1518
 FF1518                          SUPERSEDED SURVEY CONTROL
 FF1518
 FF1518  NGVD 29 (??/??/??)  232.403  (m)          762.48   (f) ADJUSTED    2 0
 FF1518
 FF1518.Superseded values are not recommended for survey control.
 FF1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1518.See file dsdata.txt to determine how the superseded data were derived.
 FF1518
 FF1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV936072(NAD 83)
 FF1518_MARKER: DB = BENCH MARK DISK
 FF1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1518_STAMPING: S 206 1962
 FF1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1518+STABILITY: SURFACE MOTION
 FF1518
 FF1518  HISTORY     - Date     Condition        Report By
 FF1518  HISTORY     - 1962     MONUMENTED       CGS
 FF1518  HISTORY     - 1967     GOOD             CGS
 FF1518  HISTORY     - 1988     GOOD             USPSQD
 FF1518
 FF1518                          STATION DESCRIPTION
 FF1518
 FF1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1518'7.6 MI E FROM ROSE BUD.
 FF1518'IT IS 7.65 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE
 FF1518'IN ROSE BUD, 42 FEET WEST OF A T-FENCE INTERSECTION, 40 FEET
 FF1518'NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET EAST OF A METAL
 FF1518'WITNESS POST, 1 FOOT SOUTH OF A FENCE AND SET IN THE TOP OF AN
 FF1518'11 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 FF1518
 FF1518                          STATION RECOVERY (1988)
 FF1518
 FF1518'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1425 ***********************************************************************
 FF1425  DESIGNATION -  S 207
 FF1425  PID         -  FF1425
 FF1425  STATE/COUNTY-  AR/WHITE
 FF1425  USGS QUAD   -  FLOYD (1994)
 FF1425
 FF1425                         *CURRENT SURVEY CONTROL
 FF1425  ___________________________________________________________________
 FF1425* NAD 83(1986)-  35 08 21.     (N)    091 54 05.     (W)     SCALED    
 FF1425* NAVD 88     -        96.238  (meters)     315.74   (feet)  ADJUSTED  
 FF1425  ___________________________________________________________________
 FF1425  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1425  DYNAMIC HT  -          96.150 (meters)     315.45  (feet)  COMP
 FF1425  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FF1425
 FF1425  VERT ORDER  -  SECOND    CLASS 0
 FF1425
 FF1425.The horizontal coordinates were scaled from a topographic map and have
 FF1425.an estimated accuracy of +/- 6 seconds.
 FF1425
 FF1425.The orthometric height was determined by differential leveling
 FF1425.and adjusted by the National Geodetic Survey in June 1991..
 FF1425
 FF1425.The geoid height was determined by GEOID03.
 FF1425
 FF1425.The dynamic height is computed by dividing the NAVD 88
 FF1425.geopotential number by the normal gravity value computed on the
 FF1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1425.degrees latitude (g = 980.6199 gals.).
 FF1425
 FF1425.The modeled gravity was interpolated from observed gravity values.
 FF1425
 FF1425;                    North         East    Units  Estimated Accuracy
 FF1425;SPC AR N     -    89,410.      408,990.      MT  (+/- 180 meters Scaled)
 FF1425
 FF1425                          SUPERSEDED SURVEY CONTROL
 FF1425
 FF1425  NGVD 29 (??/??/??)   96.214  (m)          315.66   (f) ADJUSTED    2 0
 FF1425
 FF1425.Superseded values are not recommended for survey control.
 FF1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1425.See file dsdata.txt to determine how the superseded data were derived.
 FF1425
 FF1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU000890(NAD 83)
 FF1425_MARKER: DB = BENCH MARK DISK
 FF1425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1425_SP_SET: CULVERT
 FF1425_STAMPING: S 207 1962
 FF1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1425+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 FF1425
 FF1425  HISTORY     - Date     Condition        Report By
 FF1425  HISTORY     - 1962     MONUMENTED       CGS
 FF1425  HISTORY     - 20030731 GOOD             USACE
 FF1425
 FF1425                          STATION DESCRIPTION
 FF1425
 FF1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1425'5.9 MI NW FROM BEEBE.
 FF1425'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 31, THENCE 0.9 MILE
 FF1425'NORTHEAST ALONG STATE HIGHWAY 267 FROM THE RAILROAD STATION IN
 FF1425'BEEBE, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADHALL OF A
 FF1425'CONCRETE CULVERT, 48.6 FEET SOUTHWEST OF THE INTERSECTION OF
 FF1425'STATE HIGHWAY 267 AND A BLACKTOP ROAD LEADING NORTH, 24 FEET NORTH
 FF1425'OF A POWER POLE AND 17 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 267.
 FF1425
 FF1425                          STATION RECOVERY (2003)
 FF1425
 FF1425'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0276 ***********************************************************************
 FG0276  DESIGNATION -  S 208
 FG0276  PID         -  FG0276
 FG0276  STATE/COUNTY-  AR/FAULKNER
 FG0276  USGS QUAD   -  DAMASCUS (1994)
 FG0276
 FG0276                         *CURRENT SURVEY CONTROL
 FG0276  ___________________________________________________________________
 FG0276* NAD 83(1986)-  35 16 27.     (N)    092 23 14.     (W)     SCALED    
 FG0276* NAVD 88     -       197.719  (meters)     648.68   (feet)  ADJUSTED  
 FG0276  ___________________________________________________________________
 FG0276  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0276  DYNAMIC HT  -         197.534 (meters)     648.08  (feet)  COMP
 FG0276  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FG0276
 FG0276  VERT ORDER  -  SECOND    CLASS 0
 FG0276
 FG0276.The horizontal coordinates were scaled from a topographic map and have
 FG0276.an estimated accuracy of +/- 6 seconds.
 FG0276
 FG0276.The orthometric height was determined by differential leveling
 FG0276.and adjusted by the National Geodetic Survey in June 1991..
 FG0276
 FG0276.The geoid height was determined by GEOID03.
 FG0276
 FG0276.The dynamic height is computed by dividing the NAVD 88
 FG0276.geopotential number by the normal gravity value computed on the
 FG0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0276.degrees latitude (g = 980.6199 gals.).
 FG0276
 FG0276.The modeled gravity was interpolated from observed gravity values.
 FG0276
 FG0276;                    North         East    Units  Estimated Accuracy
 FG0276;SPC AR N     -   104,450.      364,770.      MT  (+/- 180 meters Scaled)
 FG0276
 FG0276                          SUPERSEDED SURVEY CONTROL
 FG0276
 FG0276  NGVD 29 (??/??/92)  197.713  (m)          648.66   (f) ADJ UNCH    2 0
 FG0276
 FG0276.Superseded values are not recommended for survey control.
 FG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0276.See file dsdata.txt to determine how the superseded data were derived.
 FG0276
 FG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV557036(NAD 83)
 FG0276_MARKER: DB = BENCH MARK DISK
 FG0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0276_SP_SET: CULVERT
 FG0276_STAMPING: S 208 1962
 FG0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0276
 FG0276  HISTORY     - Date     Condition        Report By
 FG0276  HISTORY     - 1962     MONUMENTED       CGS
 FG0276
 FG0276                          STATION DESCRIPTION
 FG0276
 FG0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0276'2.7 MI N FROM GREENBRIER.
 FG0276'2.7 MILES NORTH OF THE POST OFFICE AT GREENBRIER AND ALONG HIGHWAY 65,
 FG0276'32.7 FEET NORTHWEST OF A POWER POLE, 21.5 FEET EAST OF THE CENTER LINE
 FG0276'OF HIGHWAY 65, 1.7 FEET SOUTH OF THE NORTH END OF A CULVERT, SET IN A
 FG0276'DRILL HOLE IN THE EAST HEADWALL OF A CULVERT, AND APPROXIMATELY 2 FEET
 FG0276'BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0372 ***********************************************************************
 FG0372  DESIGNATION -  S 209
 FG0372  PID         -  FG0372
 FG0372  STATE/COUNTY-  AR/CONWAY
 FG0372  USGS QUAD   -  SPRINGFIELD (1990)
 FG0372
 FG0372                         *CURRENT SURVEY CONTROL
 FG0372  ___________________________________________________________________
 FG0372* NAD 83(1986)-  35 15 39.     (N)    092 33 43.     (W)     SCALED    
 FG0372* NAVD 88     -       105.333  (meters)     345.58   (feet)  ADJUSTED  
 FG0372  ___________________________________________________________________
 FG0372  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FG0372  DYNAMIC HT  -         105.234 (meters)     345.26  (feet)  COMP
 FG0372  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FG0372
 FG0372  VERT ORDER  -  SECOND    CLASS 0
 FG0372
 FG0372.The horizontal coordinates were scaled from a topographic map and have
 FG0372.an estimated accuracy of +/- 6 seconds.
 FG0372
 FG0372.The orthometric height was determined by differential leveling
 FG0372.and adjusted by the National Geodetic Survey in June 1991..
 FG0372
 FG0372.The geoid height was determined by GEOID03.
 FG0372
 FG0372.The dynamic height is computed by dividing the NAVD 88
 FG0372.geopotential number by the normal gravity value computed on the
 FG0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0372.degrees latitude (g = 980.6199 gals.).
 FG0372
 FG0372.The modeled gravity was interpolated from observed gravity values.
 FG0372
 FG0372;                    North         East    Units  Estimated Accuracy
 FG0372;SPC AR N     -   103,040.      348,870.      MT  (+/- 180 meters Scaled)
 FG0372
 FG0372                          SUPERSEDED SURVEY CONTROL
 FG0372
 FG0372  NGVD 29 (??/??/92)  105.336  (m)          345.59   (f) ADJ UNCH    2 0
 FG0372
 FG0372.Superseded values are not recommended for survey control.
 FG0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0372.See file dsdata.txt to determine how the superseded data were derived.
 FG0372
 FG0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV398020(NAD 83)
 FG0372_MARKER: DB = BENCH MARK DISK
 FG0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0372_SP_SET: BRIDGE
 FG0372_STAMPING: S 209 1962
 FG0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0372
 FG0372  HISTORY     - Date     Condition        Report By
 FG0372  HISTORY     - 1962     MONUMENTED       CGS
 FG0372  HISTORY     - 1967     GOOD             NGS
 FG0372  HISTORY     - 19970319 GOOD             USPSQD
 FG0372
 FG0372                          STATION DESCRIPTION
 FG0372
 FG0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0372'9.45 MI N FROM PLUMERVILLE.
 FG0372'IT IS 9.45 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF
 FG0372'U.S. HIGHWAY 64 IN PLUMERVILLE, 38 FEET NORTH OF THE CENTER OF A FIELD
 FG0372'APPROACH, 20 FEET EAST OF THE CENTER OF STATE HIGHWAY 92 AND CEMENTED
 FG0372'IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE BRIDGE.
 FG0372
 FG0372                          STATION RECOVERY (1997)
 FG0372
 FG0372'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0092 ***********************************************************************
 EK0092  DESIGNATION -  S 21
 EK0092  PID         -  EK0092
 EK0092  STATE/COUNTY-  AR/POLK
 EK0092  USGS QUAD   -  COVE (1984)
 EK0092
 EK0092                         *CURRENT SURVEY CONTROL
 EK0092  ___________________________________________________________________
 EK0092* NAD 83(1986)-  34 26 10.     (N)    094 24 40.     (W)     SCALED    
 EK0092* NAVD 88     -       320.236  (meters)    1050.64   (feet)  ADJUSTED  
 EK0092  ___________________________________________________________________
 EK0092  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 EK0092  DYNAMIC HT  -         319.890 (meters)    1049.51  (feet)  COMP
 EK0092  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 EK0092
 EK0092  VERT ORDER  -  FIRST     CLASS II
 EK0092
 EK0092.The horizontal coordinates were scaled from a topographic map and have
 EK0092.an estimated accuracy of +/- 6 seconds.
 EK0092
 EK0092.The orthometric height was determined by differential leveling
 EK0092.and adjusted by the National Geodetic Survey in June 1991..
 EK0092
 EK0092.The geoid height was determined by GEOID03.
 EK0092
 EK0092.The dynamic height is computed by dividing the NAVD 88
 EK0092.geopotential number by the normal gravity value computed on the
 EK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0092.degrees latitude (g = 980.6199 gals.).
 EK0092
 EK0092.The modeled gravity was interpolated from observed gravity values.
 EK0092
 EK0092;                    North         East    Units  Estimated Accuracy
 EK0092;SPC AR S     -   598,870.      178,430.      MT  (+/- 180 meters Scaled)
 EK0092
 EK0092                          SUPERSEDED SURVEY CONTROL
 EK0092
 EK0092  NGVD 29 (??/??/92)  320.158  (m)         1050.38   (f) ADJ UNCH    1 2
 EK0092
 EK0092.Superseded values are not recommended for survey control.
 EK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0092.See file dsdata.txt to determine how the superseded data were derived.
 EK0092
 EK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU703114(NAD 83)
 EK0092_MARKER: DB = BENCH MARK DISK
 EK0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0092_SP_SET: CONCRETE BASE
 EK0092_MARK LOGO: CGS   
 EK0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0092
 EK0092  HISTORY     - Date     Condition        Report By
 EK0092  HISTORY     - UNK      MONUMENTED       CGS
 EK0092  HISTORY     - 1932     GOOD             NGS
 EK0092  HISTORY     - 1961     GOOD             NGS
 EK0092  HISTORY     - 1985     POOR             NGS
 EK0092  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EK0092  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EK0092  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EK0092  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EK0092
 EK0092                          STATION DESCRIPTION
 EK0092
 EK0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0092'IN COVE.
 EK0092'IN COVE, LOCATED 200 FEET NORTH OF THE STATION AT COVE, IN THE
 EK0092'CONCRETE BASE OF THE MAIL POST, 43 FEET NORTH OF THE ROAD CROSSING,
 EK0092'8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 EK0092
 EK0092                          STATION RECOVERY (1961)
 EK0092
 EK0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0092'RECOVERED IN GOOD CONDITION.
 EK0092
 EK0092                          STATION RECOVERY (1985)
 EK0092
 EK0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0092'RECOVERED IN QUESTIONABLE CONDITION.  THE DISK IS STABLE AND INTACT
 EK0092'BUT THE FOUNDATION APPEARS TO BE SLIGHTLY UNDERMINED AND IN
 EK0092'DETERIATING CONDITION.  BENCH MARK SPURRED IN OFF OF MAIN LEVEL LINE
 EK0092'FOR ELEVATION CHECK.
 EK0092
 EK0092                          STATION RECOVERY (1987)
 EK0092
 EK0092'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0092'MARK NOT FOUND.
 EK0092
 EK0092                          STATION RECOVERY (1988)
 EK0092
 EK0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0092'MARK NOT FOUND.
 EK0092
 EK0092                          STATION RECOVERY (1989)
 EK0092
 EK0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0092'MARK NOT FOUND.
 EK0092
 EK0092                          STATION RECOVERY (1990)
 EK0092
 EK0092'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1927 ***********************************************************************
 FE1927  DESIGNATION -  S 213
 FE1927  PID         -  FE1927
 FE1927  STATE/COUNTY-  AR/MISSISSIPPI
 FE1927  USGS QUAD   -  ARMOREL (1983)
 FE1927
 FE1927                         *CURRENT SURVEY CONTROL
 FE1927  ___________________________________________________________________
 FE1927* NAD 83(1997)-  35 52 48.55387(N)    089 47 07.45828(W)     ADJUSTED  
 FE1927* NAVD 88     -        83.451  (meters)     273.79   (feet)  ADJUSTED  
 FE1927  ___________________________________________________________________
 FE1927  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FE1927  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE1927  DYNAMIC HT  -          83.381 (meters)     273.56  (feet)  COMP
 FE1927  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 FE1927
 FE1927  HORZ ORDER  -  SECOND
 FE1927  VERT ORDER  -  FIRST     CLASS I
 FE1927
 FE1927.The horizontal coordinates were established by classical geodetic methods
 FE1927.and adjusted by the National Geodetic Survey in September 1999..
 FE1927
 FE1927.The orthometric height was determined by differential leveling
 FE1927.and adjusted by the National Geodetic Survey in June 1991..
 FE1927
 FE1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1927
 FE1927.The geoid height was determined by GEOID03.
 FE1927
 FE1927.The dynamic height is computed by dividing the NAVD 88
 FE1927.geopotential number by the normal gravity value computed on the
 FE1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1927.degrees latitude (g = 980.6199 gals.).
 FE1927
 FE1927.The modeled gravity was interpolated from observed gravity values.
 FE1927
 FE1927;                    North         East     Units Scale Factor Converg.
 FE1927;SPC AR N     -   173,856.998   599,950.713   MT  0.99994923   +1 17 19.2
 FE1927;SPC AR N     -   570,395.83  1,968,338.30   sFT  0.99994923   +1 17 19.2
 FE1927;UTM  16      - 3,974,239.805   248,547.514   MT  1.00037918   -1 38 00.1
 FE1927
 FE1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1927!SPC AR N     -   0.99999128  x   0.99994923  =   0.99994051
 FE1927!UTM  16      -   0.99999128  x   1.00037918  =   1.00037046
 FE1927
 FE1927                          SUPERSEDED SURVEY CONTROL
 FE1927
 FE1927  NAD 83(1997)-  35 52 48.55649(N)    089 47 07.45903(W) AD(       ) 2
 FE1927  NAD 83(1997)-  35 52 48.56351(N)    089 47 07.46036(W) AD(       ) 2
 FE1927  NAD 83(1986)-  35 52 48.56486(N)    089 47 07.45861(W) AD(       ) 2
 FE1927  NAD 27      -  35 52 48.29840(N)    089 47 07.16301(W) AD(       ) 2
 FE1927  NGVD 29 (??/??/??)   83.384  (m)          273.57   (f) ADJUSTED    1 1
 FE1927
 FE1927.Superseded values are not recommended for survey control.
 FE1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1927.See file dsdata.txt to determine how the superseded data were derived.
 FE1927
 FE1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4854874240(NAD 83)
 FE1927_MARKER: DB = BENCH MARK DISK
 FE1927_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1927_SP_SET: 4 FEET
 FE1927_STAMPING: S 213 1976
 FE1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1927+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 FE1927
 FE1927  HISTORY     - Date     Condition        Report By
 FE1927  HISTORY     - 1976     MONUMENTED       NGS
 FE1927  HISTORY     - 1977     GOOD             NGS
 FE1927  HISTORY     - 20020722 GOOD             USACE
 FE1927
 FE1927                          STATION DESCRIPTION
 FE1927
 FE1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1927'2.2 MI SW FROM BARFIELD.
 FE1927'2.2 MILES SOUTHWEST ALONG THE LEVEE FROM THE JUNCTION OF STATE HIGH-
 FE1927'WAY 18, 0.1 MILE EAST OF A METAL GATE, 18 FEET NORTH OF THE CENTER
 FE1927'OF LEVEE, AND 1.2 FEET SOUTHEAST OF MILEPOST 59/60. A DISK ON THE
 FE1927'TOP OF A COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 3 FEET
 FE1927'BELOW THE LEVEE, AND 1 FOOT SW OF A WITNESS POST.
 FE1927
 FE1927                          STATION RECOVERY (1977)
 FE1927
 FE1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE1927'THE STATION IS LOCATED APPROXIMATELY 8 MILES EAST-SOUTHEAST
 FE1927'OF BLYTHEVILLE, 0.15 MILE NORTHEAST OF STATION ANDERSON 1929,
 FE1927'ON TOP OF THE MAIN LEVEE ON THE WEST BANK OF THE MISSISSIPPI
 FE1927'RIVER.
 FE1927'
 FE1927'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FE1927'55 AND STATE ROUTE 18 AT THE EAST SIDE OF BLYTHEVILLE, GO
 FE1927'EAST ON STATE ROUTE 18 FOR 4.4 MILES TO A T-ROAD JUNCTION
 FE1927'IN THE SMALL COMMUNITY OF ARMOREL.  TURN RIGHT AND GO SOUTH
 FE1927'AND EAST ON STATE ROUTE 18 FOR 1.15 MILES TO A GRAVEL SIDE ROAD
 FE1927'RIGHT, AT THE PRINCE OF PEACE CHURCH ON THE LEFT.  TURN RIGHT
 FE1927'ON GRAVEL ROAD AND GO SOUTH FOR 2.25 MILES TO A POINT WHERE
 FE1927'THE ROAD TURNS TO THE RIGHT, SOUTHWEST.  BEAR RIGHT AND
 FE1927'CONTINUE AHEAD SOUTHWEST FOR 0.15 MILE TO A GRAVEL ROAD
 FE1927'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.1 MILE TO THE TOP OF
 FE1927'LEVEE AND GRAVEL ROAD ON TOP OF THE LEVEE.  TURN LEFT
 FE1927'AND GO NORTH ON TOP OF LEVEE FOR 0.1 MILE TO THE MARK ON
 FE1927'THE RIGHT.
 FE1927'
 FE1927'THE MARK, STAMPED---S 213 1976---, IS A STANDARD
 FE1927'BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD THAT IS
 FE1927'3 INCHES BELOW THE GROUND SURFACE.  IT IS 18 FEET WEST OF THE
 FE1927'CENTER OF THE LEVEE ROAD AND 2 FEET NORTH OF A METAL WITNESS
 FE1927'POST.  AND IS ENCASED IN A 4-INCH PLASTIC PIPE WITH CAP.
 FE1927'
 FE1927'A TRAVERSE TIE WAS MADE TO STATION ANDERSON RM 5.
 FE1927
 FE1927                          STATION RECOVERY (2002)
 FE1927
 FE1927'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1875 ***********************************************************************
 FE1875  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1875  DESIGNATION -  S 214
 FE1875  PID         -  FE1875
 FE1875  STATE/COUNTY-  AR/MISSISSIPPI
 FE1875  USGS QUAD   -  OSCEOLA (1983)
 FE1875
 FE1875                         *CURRENT SURVEY CONTROL
 FE1875  ___________________________________________________________________
 FE1875* NAD 83(1997)-  35 37 38.52153(N)    089 56 33.46971(W)     ADJUSTED  
 FE1875* NAVD 88     -        79.91   (meters)     262.2    (feet)  GPS OBS   
 FE1875  ___________________________________________________________________
 FE1875  X           -       5,196.914 (meters)                     COMP
 FE1875  Y           -  -5,190,232.156 (meters)                     COMP
 FE1875  Z           -   3,694,694.002 (meters)                     COMP
 FE1875  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FE1875  ELLIP HEIGHT-          52.33  (meters)          (05/31/05) GPS OBS
 FE1875  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1875  DYNAMIC HT  -          79.84  (meters)     261.9   (feet)  COMP
 FE1875  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 FE1875
 FE1875  HORZ ORDER  -  FIRST
 FE1875  VERT ORDER  -  FIRST     CLASS I (See Below)
 FE1875  ELLP ORDER  -  FOURTH    CLASS II
 FE1875
 FE1875.The horizontal coordinates were established by GPS observations
 FE1875.and adjusted by the National Geodetic Survey in May 2005..
 FE1875
 FE1875.The orthometric height was determined by GPS observations and a
 FE1875.high-resolution geoid model using precise GPS observation and
 FE1875.processing techniques. It supersedes the leveled height previously
 FE1875.determined for this station.
 FE1875.The vertical order pertains to the first NAVD 88 superseded value.
 FE1875
 FE1875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1875
 FE1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1875
 FE1875.The ellipsoidal height was determined by GPS observations
 FE1875.and is referenced to NAD 83.
 FE1875
 FE1875.The geoid height was determined by GEOID03.
 FE1875
 FE1875.The dynamic height is computed by dividing the NAVD 88
 FE1875.geopotential number by the normal gravity value computed on the
 FE1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1875.degrees latitude (g = 980.6199 gals.).
 FE1875
 FE1875.The modeled gravity was interpolated from observed gravity values.
 FE1875
 FE1875;                    North         East     Units Scale Factor Converg.
 FE1875;SPC AR N     -   145,509.010   586,343.312   MT  0.99993622   +1 11 49.9
 FE1875;SPC AR N     -   477,390.81  1,923,694.68   sFT  0.99993622   +1 11 49.9
 FE1875;UTM  16      - 3,946,607.674   233,507.707   MT  1.00047524   -1 42 54.5
 FE1875;UTM  15      - 3,946,924.992   776,886.494   MT  1.00054486   +1 46 55.5
 FE1875
 FE1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1875!SPC AR N     -   0.99999179  x   0.99993622  =   0.99992801
 FE1875!UTM  16      -   0.99999179  x   1.00047524  =   1.00046702
 FE1875!UTM  15      -   0.99999179  x   1.00054486  =   1.00053664
 FE1875
 FE1875                          SUPERSEDED SURVEY CONTROL
 FE1875
 FE1875  NAVD 88 (06/15/91)   79.850  (m)          261.97   (f) ADJUSTED    1 1
 FE1875  NGVD 29 (??/??/??)   79.814  (m)          261.86   (f) ADJUSTED    1 1
 FE1875
 FE1875.Superseded values are not recommended for survey control.
 FE1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1875.See file dsdata.txt to determine how the superseded data were derived.
 FE1875
 FE1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3350846608(NAD 83)
 FE1875_MARKER: DB = BENCH MARK DISK
 FE1875_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1875_SP_SET: 104 FEET
 FE1875_STAMPING: S 214 1976
 FE1875_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1875+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 FE1875
 FE1875  HISTORY     - Date     Condition        Report By
 FE1875  HISTORY     - 1976     MONUMENTED       NGS
 FE1875  HISTORY     - 20020729 GOOD             USACE
 FE1875  HISTORY     - 20030721 GOOD             EMCINC
 FE1875
 FE1875                          STATION DESCRIPTION
 FE1875
 FE1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1875'6.9 MI SW FROM OSCEOLA.
 FE1875'6.9 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1875'JOHNSON STREET AT OSCEOLA, 16 FEET WEST OF THE CENTER OF THE LEVEE,
 FE1875'AND 1.9 FEET NORTHEAST OF MILEPOST 86/87. A DISK ON THE TOP OF A
 FE1875'COPPER COATED STEEL ROD SET TO A DEPTH OF 104 FEET, 2 FEET BELOW
 FE1875'THE LEVEE, AND 1 FOOT EAST OF A WITNESS POST.
 FE1875
 FE1875                          STATION RECOVERY (2002)
 FE1875
 FE1875'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1875'RECOVERED IN GOOD CONDITION.
 FE1875
 FE1875                          STATION RECOVERY (2003)
 FE1875
 FE1875'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1875'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1876 ***********************************************************************
 FE1876  DESIGNATION -  S 215
 FE1876  PID         -  FE1876
 FE1876  STATE/COUNTY-  AR/MISSISSIPPI
 FE1876  USGS QUAD   -  OSCEOLA (1983)
 FE1876
 FE1876                         *CURRENT SURVEY CONTROL
 FE1876  ___________________________________________________________________
 FE1876* NAD 83(1986)-  35 37 38.     (N)    089 56 31.     (W)     SCALED    
 FE1876* NAVD 88     -        74.684  (meters)     245.03   (feet)  ADJUSTED  
 FE1876  ___________________________________________________________________
 FE1876  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1876  DYNAMIC HT  -          74.620 (meters)     244.82  (feet)  COMP
 FE1876  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 FE1876
 FE1876  VERT ORDER  -  FIRST     CLASS I
 FE1876
 FE1876.The horizontal coordinates were scaled from a topographic map and have
 FE1876.an estimated accuracy of +/- 6 seconds.
 FE1876
 FE1876.The orthometric height was determined by differential leveling
 FE1876.and adjusted by the National Geodetic Survey in June 1991..
 FE1876
 FE1876.The geoid height was determined by GEOID03.
 FE1876
 FE1876.The dynamic height is computed by dividing the NAVD 88
 FE1876.geopotential number by the normal gravity value computed on the
 FE1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1876.degrees latitude (g = 980.6199 gals.).
 FE1876
 FE1876.The modeled gravity was interpolated from observed gravity values.
 FE1876
 FE1876;                    North         East    Units  Estimated Accuracy
 FE1876;SPC AR N     -   145,490.      586,410.      MT  (+/- 180 meters Scaled)
 FE1876
 FE1876                          SUPERSEDED SURVEY CONTROL
 FE1876
 FE1876  NGVD 29 (??/??/??)   74.648  (m)          244.91   (f) ADJUSTED    1 1
 FE1876
 FE1876.Superseded values are not recommended for survey control.
 FE1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1876.See file dsdata.txt to determine how the superseded data were derived.
 FE1876
 FE1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE335465(NAD 83)
 FE1876_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE1876_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1876_SP_SET: 34 FEET
 FE1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1876
 FE1876  HISTORY     - Date     Condition        Report By
 FE1876  HISTORY     - 1976     MONUMENTED       NGS
 FE1876  HISTORY     - 20020729 POOR             USACE
 FE1876
 FE1876                          STATION DESCRIPTION
 FE1876
 FE1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1876'7.0 MI SW FROM OSCEOLA.
 FE1876'7.0 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1876'JOHNSON STREET AT OSCEOLA, 115 FEET WEST OF THE CENTER OF THE
 FE1876'LEVEE, 97 FEET WEST OF MILEPOST 86/87, AND 400 FEET EAST OF A
 FE1876'WIRE FENCE. A DISK ON THE TOP OF A COPPER COATED STEEL ROD SET
 FE1876'TO A DEPTH OF 34 FEET, 3 FEET BELOW THE LEVEE, AND 1 FOOT NORTH
 FE1876'OF A WITNESS POST.
 FE1876
 FE1876                          STATION RECOVERY (2002)
 FE1876
 FE1876'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1876'THE STATION WAS FOUND WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1644 ***********************************************************************
 FF1644  DESIGNATION -  S 216
 FF1644  PID         -  FF1644
 FF1644  STATE/COUNTY-  AR/CRITTENDEN
 FF1644  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1644
 FF1644                         *CURRENT SURVEY CONTROL
 FF1644  ___________________________________________________________________
 FF1644* NAD 83(1986)-  35 24 27.     (N)    090 11 17.     (W)     SCALED    
 FF1644* NAVD 88     -        76.315  (meters)     250.38   (feet)  ADJUSTED  
 FF1644  ___________________________________________________________________
 FF1644  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FF1644  DYNAMIC HT  -          76.248 (meters)     250.16  (feet)  COMP
 FF1644  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FF1644
 FF1644  VERT ORDER  -  FIRST     CLASS I
 FF1644
 FF1644.The horizontal coordinates were scaled from a topographic map and have
 FF1644.an estimated accuracy of +/- 6 seconds.
 FF1644
 FF1644.The orthometric height was determined by differential leveling
 FF1644.and adjusted by the National Geodetic Survey in June 1991..
 FF1644
 FF1644.The geoid height was determined by GEOID03.
 FF1644
 FF1644.The dynamic height is computed by dividing the NAVD 88
 FF1644.geopotential number by the normal gravity value computed on the
 FF1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1644.degrees latitude (g = 980.6199 gals.).
 FF1644
 FF1644.The modeled gravity was interpolated from observed gravity values.
 FF1644
 FF1644;                    North         East    Units  Estimated Accuracy
 FF1644;SPC AR N     -   120,680.      564,570.      MT  (+/- 180 meters Scaled)
 FF1644
 FF1644                          SUPERSEDED SURVEY CONTROL
 FF1644
 FF1644  NGVD 29 (??/??/??)   76.299  (m)          250.32   (f) ADJUSTED    1 1
 FF1644
 FF1644.Superseded values are not recommended for survey control.
 FF1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1644.See file dsdata.txt to determine how the superseded data were derived.
 FF1644
 FF1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV553218(NAD 83)
 FF1644_MARKER: DB = BENCH MARK DISK
 FF1644_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1644+WITH SETTING: INTO GROUND
 FF1644_SP_SET: METAL ROD WITH BASE PLATE
 FF1644_STAMPING: S 216 1976
 FF1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1644+STABILITY: SURFACE MOTION
 FF1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1644+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 FF1644
 FF1644  HISTORY     - Date     Condition        Report By
 FF1644  HISTORY     - 1976     MONUMENTED       NGS
 FF1644  HISTORY     - 20030123 GOOD             USACE
 FF1644
 FF1644                          STATION DESCRIPTION
 FF1644
 FF1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1644'15.1 MI SOUTH FROM WILSON.
 FF1644'15.1 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1644'AT WILSON, 200 FEET SOUTHWEST OF A ROAD CROSSING LEVEE, 13 FEET
 FF1644'WEST OF THE CENTER OF LEVEE, 1 FOOT SOUTHWEST OF MILEPOST 125/126.
 FF1644'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1644'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTHEAST OF A WITNESS POST.
 FF1644
 FF1644                          STATION RECOVERY (2003)
 FF1644
 FF1644'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1076 ***********************************************************************
 FF1076  DESIGNATION -  S 217
 FF1076  PID         -  FF1076
 FF1076  STATE/COUNTY-  AR/CRITTENDEN
 FF1076  USGS QUAD   -  WEST MEMPHIS (1983)
 FF1076
 FF1076                         *CURRENT SURVEY CONTROL
 FF1076  ___________________________________________________________________
 FF1076* NAD 83(1986)-  35 08 30.     (N)    090 07 37.     (W)     SCALED    
 FF1076* NAVD 88     -        72.744  (meters)     238.66   (feet)  ADJUSTED  
 FF1076  ___________________________________________________________________
 FF1076  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1076  DYNAMIC HT  -          72.678 (meters)     238.44  (feet)  COMP
 FF1076  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 FF1076
 FF1076  VERT ORDER  -  FIRST     CLASS II
 FF1076
 FF1076.The horizontal coordinates were scaled from a topographic map and have
 FF1076.an estimated accuracy of +/- 6 seconds.
 FF1076
 FF1076.The orthometric height was determined by differential leveling
 FF1076.and adjusted by the National Geodetic Survey in June 1991..
 FF1076
 FF1076.The geoid height was determined by GEOID03.
 FF1076
 FF1076.The dynamic height is computed by dividing the NAVD 88
 FF1076.geopotential number by the normal gravity value computed on the
 FF1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1076.degrees latitude (g = 980.6199 gals.).
 FF1076
 FF1076.The modeled gravity was interpolated from observed gravity values.
 FF1076
 FF1076;                    North         East    Units  Estimated Accuracy
 FF1076;SPC AR N     -    91,300.      570,680.      MT  (+/- 180 meters Scaled)
 FF1076
 FF1076                          SUPERSEDED SURVEY CONTROL
 FF1076
 FF1076  NGVD 29 (??/??/??)   72.728  (m)          238.61   (f) ADJUSTED    1 2
 FF1076
 FF1076.Superseded values are not recommended for survey control.
 FF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1076.See file dsdata.txt to determine how the superseded data were derived.
 FF1076
 FF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU617925(NAD 83)
 FF1076_MARKER: DB = BENCH MARK DISK
 FF1076_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1076+WITH SETTING: INTO GROUND
 FF1076_SP_SET: METAL ROD WITH BASE PLATE
 FF1076_STAMPING: S 217 1976
 FF1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1076+STABILITY: SURFACE MOTION
 FF1076
 FF1076  HISTORY     - Date     Condition        Report By
 FF1076  HISTORY     - 1976     MONUMENTED       NGS
 FF1076  HISTORY     - 20030130 MARK NOT FOUND   USACE
 FF1076
 FF1076                          STATION DESCRIPTION
 FF1076
 FF1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1076'0.4 MI SOUTH FROM WEST MEMPHIS.
 FF1076'0.4 MILE SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1076'HIGHWAY 55 AT WEST MEMPHIS, 27 FEET NORTH OF THE CENTER LINE
 FF1076'OF THE LEVEE, 1.5 FEET SOUTHEAST OF MILEPOST 154/155.
 FF1076'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF
 FF1076'4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1076
 FF1076                          STATION RECOVERY (2003)
 FF1076
 FF1076'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0202 ***********************************************************************
 EH0202  DESIGNATION -  S 218
 EH0202  PID         -  EH0202
 EH0202  STATE/COUNTY-  AR/CRITTENDEN
 EH0202  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH0202
 EH0202                         *CURRENT SURVEY CONTROL
 EH0202  ___________________________________________________________________
 EH0202* NAD 83(1986)-  34 53 12.     (N)    090 18 52.     (W)     SCALED    
 EH0202* NAVD 88     -        68.760  (meters)     225.59   (feet)  ADJUSTED  
 EH0202  ___________________________________________________________________
 EH0202  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EH0202  DYNAMIC HT  -          68.696 (meters)     225.38  (feet)  COMP
 EH0202  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 EH0202
 EH0202  VERT ORDER  -  FIRST     CLASS II
 EH0202
 EH0202.The horizontal coordinates were scaled from a topographic map and have
 EH0202.an estimated accuracy of +/- 6 seconds.
 EH0202
 EH0202.The orthometric height was determined by differential leveling
 EH0202.and adjusted by the National Geodetic Survey in June 1991..
 EH0202
 EH0202.The geoid height was determined by GEOID03.
 EH0202
 EH0202.The dynamic height is computed by dividing the NAVD 88
 EH0202.geopotential number by the normal gravity value computed on the
 EH0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0202.degrees latitude (g = 980.6199 gals.).
 EH0202
 EH0202.The modeled gravity was interpolated from observed gravity values.
 EH0202
 EH0202;                    North         East    Units  Estimated Accuracy
 EH0202;SPC AR N     -    62,710.      554,080.      MT  (+/- 180 meters Scaled)
 EH0202
 EH0202                          SUPERSEDED SURVEY CONTROL
 EH0202
 EH0202  NGVD 29 (??/??/??)   68.777  (m)          225.65   (f) ADJUSTED    1 2
 EH0202
 EH0202.Superseded values are not recommended for survey control.
 EH0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0202.See file dsdata.txt to determine how the superseded data were derived.
 EH0202
 EH0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU454637(NAD 83)
 EH0202_MARKER: DB = BENCH MARK DISK
 EH0202_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0202_SP_SET: 4 FEET
 EH0202_STAMPING: S 218 1976
 EH0202_MARK LOGO: NGS   
 EH0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0202+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 EH0202
 EH0202  HISTORY     - Date     Condition        Report By
 EH0202  HISTORY     - 1976     MONUMENTED       NGS
 EH0202  HISTORY     - 20000901 GOOD             USE
 EH0202
 EH0202                          STATION DESCRIPTION
 EH0202
 EH0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0202'25.1 MI NE FROM WHITEHALL.
 EH0202'25.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0202'AT WHITEHALL, ALSO ABOUT 1 MILE NORTHEAST OF BRUINS CHAPEL, 2 FEET
 EH0202'EAST OF MILEPOST 180/181, AND 18 FEET NORTHEAST OF THE CENTER LINE OF
 EH0202'THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0202'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0202'FOOT SOUTHWEST OF A WITNESS POST.
 EH0202
 EH0202                          STATION RECOVERY (2000)
 EH0202
 EH0202'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0224 ***********************************************************************
 EH0224  DESIGNATION -  S 219
 EH0224  PID         -  EH0224
 EH0224  STATE/COUNTY-  AR/LEE
 EH0224  USGS QUAD   -  COUNCIL (1991)
 EH0224
 EH0224                         *CURRENT SURVEY CONTROL
 EH0224  ___________________________________________________________________
 EH0224* NAD 83(1986)-  34 49 34.     (N)    090 28 02.     (W)     SCALED    
 EH0224* NAVD 88     -        66.887  (meters)     219.45   (feet)  ADJUSTED  
 EH0224  ___________________________________________________________________
 EH0224  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0224  DYNAMIC HT  -          66.825 (meters)     219.24  (feet)  COMP
 EH0224  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 EH0224
 EH0224  VERT ORDER  -  FIRST     CLASS II
 EH0224
 EH0224.The horizontal coordinates were scaled from a topographic map and have
 EH0224.an estimated accuracy of +/- 6 seconds.
 EH0224
 EH0224.The orthometric height was determined by differential leveling
 EH0224.and adjusted by the National Geodetic Survey in June 1991..
 EH0224
 EH0224.The geoid height was determined by GEOID03.
 EH0224
 EH0224.The dynamic height is computed by dividing the NAVD 88
 EH0224.geopotential number by the normal gravity value computed on the
 EH0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0224.degrees latitude (g = 980.6199 gals.).
 EH0224
 EH0224.The modeled gravity was interpolated from observed gravity values.
 EH0224
 EH0224;                    North         East    Units  Estimated Accuracy
 EH0224;SPC AR S     -   640,570.      540,220.      MT  (+/- 180 meters Scaled)
 EH0224
 EH0224                          SUPERSEDED SURVEY CONTROL
 EH0224
 EH0224  NGVD 29 (??/??/??)   66.908  (m)          219.51   (f) ADJUSTED    1 2
 EH0224
 EH0224.Superseded values are not recommended for survey control.
 EH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0224.See file dsdata.txt to determine how the superseded data were derived.
 EH0224
 EH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU316566(NAD 83)
 EH0224_MARKER: DB = BENCH MARK DISK
 EH0224_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0224_SP_SET: 4 FEET
 EH0224_STAMPING: S 219 1976
 EH0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0224+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0224
 EH0224  HISTORY     - Date     Condition        Report By
 EH0224  HISTORY     - 1976     MONUMENTED       NGS
 EH0224  HISTORY     - 20030318 GOOD             USACE
 EH0224
 EH0224                          STATION DESCRIPTION
 EH0224
 EH0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0224'8.2 MI NE FROM WHITEHALL.
 EH0224'8.2 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0224'AT WHITEHALL, ALSO ABOUT 1.6 MILES SOUTH OF HARRIS FISHING CAMP, 12
 EH0224'FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT NORTHEAST
 EH0224'OF MILEPOST 197/198.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH0224'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW
 EH0224'LEVEE 1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0224
 EH0224                          STATION RECOVERY (2003)
 EH0224
 EH0224'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0030 ***********************************************************************
 DM0030  DESIGNATION -  S 22
 DM0030  PID         -  DM0030
 DM0030  STATE/COUNTY-  AR/LITTLE RIVER
 DM0030  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0030
 DM0030                         *CURRENT SURVEY CONTROL
 DM0030  ___________________________________________________________________
 DM0030* NAD 83(1986)-  33 40 15.     (N)    094 07 43.     (W)     SCALED    
 DM0030* NAVD 88     -       100.854  (meters)     330.89   (feet)  ADJUSTED  
 DM0030  ___________________________________________________________________
 DM0030  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM0030  DYNAMIC HT  -         100.749 (meters)     330.54  (feet)  COMP
 DM0030  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 DM0030
 DM0030  VERT ORDER  -  FIRST     CLASS II
 DM0030
 DM0030.The horizontal coordinates were scaled from a topographic map and have
 DM0030.an estimated accuracy of +/- 6 seconds.
 DM0030
 DM0030.The orthometric height was determined by differential leveling
 DM0030.and adjusted by the National Geodetic Survey in June 1991..
 DM0030
 DM0030.The geoid height was determined by GEOID03.
 DM0030
 DM0030.The dynamic height is computed by dividing the NAVD 88
 DM0030.geopotential number by the normal gravity value computed on the
 DM0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0030.degrees latitude (g = 980.6199 gals.).
 DM0030
 DM0030.The modeled gravity was interpolated from observed gravity values.
 DM0030
 DM0030;                    North         East    Units  Estimated Accuracy
 DM0030;SPC AR S     -   513,430.      202,620.      MT  (+/- 180 meters Scaled)
 DM0030
 DM0030                          SUPERSEDED SURVEY CONTROL
 DM0030
 DM0030  NGVD 29 (??/??/92)  100.860  (m)          330.90   (f) ADJ UNCH    1 2
 DM0030
 DM0030.Superseded values are not recommended for survey control.
 DM0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0030.See file dsdata.txt to determine how the superseded data were derived.
 DM0030
 DM0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT953262(NAD 83)
 DM0030_MARKER: DB = BENCH MARK DISK
 DM0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0030_SP_SET: PIER
 DM0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0030
 DM0030  HISTORY     - Date     Condition        Report By
 DM0030  HISTORY     - UNK      MONUMENTED       CGS
 DM0030  HISTORY     - 1932     GOOD             NGS
 DM0030  HISTORY     - 1962     GOOD             NGS
 DM0030  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0030  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0030  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0030
 DM0030                          STATION DESCRIPTION
 DM0030
 DM0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0030'IN ASHDOWN.
 DM0030'LOCATED IN THE N.E. CONCRETE PIER OF THE GROUP THAT SUPPORTS THE R.R.
 DM0030'WATER TOWER.  SOUTH OF THE STATION IN ASHDOWN.  NOTE-- THE WATER TANK
 DM0030'IS GONE BUT THE CONCRETE FOUNDATION REMAINS.  THE MARK IS ABOUT 8 FT W
 DM0030'OF THE W RAIL OF MAIN TRACK, 7 1/2 FT S OF THE S END OF A BRICK
 DM0030'PLATFORM AND ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  THIS
 DM0030'POINT IS ABOUT 150 FT S OF THE RAILROAD STATION.
 DM0030
 DM0030                          STATION RECOVERY (1962)
 DM0030
 DM0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0030'RECOVERED IN GOOD CONDITION.
 DM0030
 DM0030                          STATION RECOVERY (1985)
 DM0030
 DM0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0030'NOT RECOVERED, A SEARCH WAS MADE, OLD RAILROAD WATER TANK FOOTINGS
 DM0030'WERE FOUND BUT NO DISK, PROBABLY TAKEN OUT BY RAILRAOD WORK.
 DM0030
 DM0030                          STATION RECOVERY (1985)
 DM0030
 DM0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0030'MARK NOT FOUND.
 DM0030
 DM0030                          STATION RECOVERY (1997)
 DM0030
 DM0030'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0718 ***********************************************************************
 EH0718  DESIGNATION -  S 220
 EH0718  PID         -  EH0718
 EH0718  STATE/COUNTY-  AR/PHILLIPS
 EH0718  USGS QUAD   -  ELAINE (1982)
 EH0718
 EH0718                         *CURRENT SURVEY CONTROL
 EH0718  ___________________________________________________________________
 EH0718* NAD 83(1997)-  34 22 15.73693(N)    090 46 03.76006(W)     ADJUSTED  
 EH0718* NAVD 88     -        60.026  (meters)     196.94   (feet)  ADJUSTED  
 EH0718  ___________________________________________________________________
 EH0718  X           -     -70,613.224 (meters)                     COMP
 EH0718  Y           -  -5,269,687.314 (meters)                     COMP
 EH0718  Z           -   3,580,511.841 (meters)                     COMP
 EH0718  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EH0718  ELLIP HEIGHT-          33.27  (meters)          (09/14/99) GPS OBS
 EH0718  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH0718  DYNAMIC HT  -          59.967 (meters)     196.74  (feet)  COMP
 EH0718  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 EH0718
 EH0718  HORZ ORDER  -  SECOND
 EH0718  VERT ORDER  -  FIRST     CLASS II
 EH0718  ELLP ORDER  -  FOURTH    CLASS I
 EH0718
 EH0718.The horizontal coordinates were established by GPS observations
 EH0718.and adjusted by the National Geodetic Survey in September 1999..
 EH0718
 EH0718.The orthometric height was determined by differential leveling
 EH0718.and adjusted by the National Geodetic Survey in June 1991..
 EH0718
 EH0718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0718
 EH0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0718
 EH0718.The ellipsoidal height was determined by GPS observations
 EH0718.and is referenced to NAD 83.
 EH0718
 EH0718.The geoid height was determined by GEOID03.
 EH0718
 EH0718.The dynamic height is computed by dividing the NAVD 88
 EH0718.geopotential number by the normal gravity value computed on the
 EH0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0718.degrees latitude (g = 980.6199 gals.).
 EH0718
 EH0718.The modeled gravity was interpolated from observed gravity values.
 EH0718
 EH0718;                    North         East     Units Scale Factor Converg.
 EH0718;SPC AR S     -   589,719.479   513,337.346   MT  0.99993567   +0 41 22.9
 EH0718;SPC AR S     - 1,934,771.32  1,684,174.28   sFT  0.99993567   +0 41 22.9
 EH0718;UTM  15      - 3,805,555.303   705,265.398   MT  1.00011938   +1 15 38.4
 EH0718
 EH0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0718!SPC AR S     -   0.99999478  x   0.99993567  =   0.99993045
 EH0718!UTM  15      -   0.99999478  x   1.00011938  =   1.00011416
 EH0718
 EH0718                          SUPERSEDED SURVEY CONTROL
 EH0718
 EH0718  NAD 83(1997)-  34 22 15.73773(N)    090 46 03.76007(W) AD(       ) 2
 EH0718  NAD 83(1986)-  34 22 15.74465(N)    090 46 03.75821(W) AD(       ) 2
 EH0718  NGVD 29 (??/??/??)   60.075  (m)          197.10   (f) ADJUSTED    1 2
 EH0718
 EH0718.Superseded values are not recommended for survey control.
 EH0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0718.See file dsdata.txt to determine how the superseded data were derived.
 EH0718
 EH0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0526505555(NAD 83)
 EH0718_MARKER: DB = BENCH MARK DISK
 EH0718_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0718+WITH SETTING: INTO GROUND
 EH0718_STAMPING: S 220 1976
 EH0718_MARK LOGO: NGS   
 EH0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0718+STABILITY: SURFACE MOTION
 EH0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0718+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH0718
 EH0718  HISTORY     - Date     Condition        Report By
 EH0718  HISTORY     - 1976     MONUMENTED       NGS
 EH0718  HISTORY     - 1985     GOOD             NGS
 EH0718  HISTORY     - 1985     GOOD             NGS
 EH0718  HISTORY     - 20030331 POOR             USACE
 EH0718
 EH0718                          STATION DESCRIPTION
 EH0718
 EH0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0718'19.4 MI SW FROM HELENA.
 EH0718'19.4 MILES SOUTHWEST ALONG THE LEVEE FROM THE EAST END OF PERRY STREET
 EH0718'AT HELENA, 24 FEET NORTHWEST OF THE CENTER OF LEVEE AND A GRAVEL ROAD
 EH0718'WHERE IT LEADS SOUTHEAST OFF THE LEVEE, AND 1 FOOT SOUTHEAST OF
 EH0718'MILEPOST 21/22.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH
 EH0718'OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  1 FOOT WEST OF A
 EH0718'WITNESS POST.
 EH0718
 EH0718                          STATION RECOVERY (1985)
 EH0718
 EH0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0718'THE  STATION IS LOCATED ABUT 11.3 KM (7 MI) NORTHEAST OF ELAINE,
 EH0718'6.5 KM (4 MI) SOUTHEAST OF LAKE VIEW, ON THE MAIN LEVEE ALONG THE
 EH0718'MISSISSIPPI RIVER, AT MILEPOST 21/22, AT AN OLD RAMP CROSSING,
 EH0718'IN T 4 S, R 3 E, WEST EDGE SECTION 2. OWNERSHIP--HELENA IMPROVEMENT
 EH0718'DISTRICT, C/O ROSCOPE AND HIGGINS, P.A., PO BOX 610, HELENA AR
 EH0718'72342, PHONE 501-338-3438.
 EH0718'
 EH0718'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85
 EH0718'IN ELAINE, GO WEST ON HIGHWAY 20 FOR 5.91 KM (3.7 MI) TO A
 EH0718'FORK.  BEAR LEFT AROUND CURVE AND GO NORTH ON HIGHWAY 20
 EH0718'FOR 8.36 KM (5.2 MI) TO A DIRT ROAD RIGHT LEADING TO THE
 EH0718'SUPERIOR GRAIN COMPANY.  TURN RIGHT, EAST, FOR 0.21 KM (0.15 MI)
 EH0718'TO THE LEVEE ROAD.  TURN RIGHT, SOUTHWEST, ON THE LEVEE ROAD FOR 0.25
 EH0718'KM (0.15 MI) TO THE MILEPOST AND STATION ONTHE RIGHT.
 EH0718'
 EH0718'STATION MARK, A STANDARD NGS BENCH MARKS DISK STAMPED---S 200 1976---,
 EH0718'IS CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A VINYLE PIPE. DISK
 EH0718'PROJECTS 30 CM. IT IS 7.5 METERS NORTHWEST OF THE ROAD CENTER, 0.5
 EH0718'METER LOWEER THAN THE ROAD, 0.4 METER SOUTHEAST OF THE MILEPOST,
 EH0718'0.4 METER SOUTHWEST OF A FIBERGLASS WITNESS POST, AND 0.4 METER
 EH0718'NORTHEAST OF A FIBERGLASS WITNESS POST.  IMMEDIATE AREA IS GOUGED
 EH0718'OUT BY COWS USING MILEPOST TO RUB ON.
 EH0718'
 EH0718'THIS STATION IS INTERVISIBLE WITH F 305.
 EH0718
 EH0718                          STATION RECOVERY (1985)
 EH0718
 EH0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0718'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0718
 EH0718                          STATION RECOVERY (2003)
 EH0718
 EH0718'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0718'MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1001 ***********************************************************************
 EH1001  DESIGNATION -  S 222
 EH1001  PID         -  EH1001
 EH1001  STATE/COUNTY-  AR/PHILLIPS
 EH1001  USGS QUAD   -  HELENA (1982)
 EH1001
 EH1001                         *CURRENT SURVEY CONTROL
 EH1001  ___________________________________________________________________
 EH1001* NAD 83(1986)-  34 34 34.     (N)    090 35 44.     (W)     SCALED    
 EH1001* NAVD 88     -        56.907  (meters)     186.70   (feet)  ADJUSTED  
 EH1001  ___________________________________________________________________
 EH1001  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH1001  DYNAMIC HT  -          56.853 (meters)     186.53  (feet)  COMP
 EH1001  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 EH1001
 EH1001  VERT ORDER  -  FIRST     CLASS II
 EH1001
 EH1001.The horizontal coordinates were scaled from a topographic map and have
 EH1001.an estimated accuracy of +/- 6 seconds.
 EH1001
 EH1001.The orthometric height was determined by differential leveling
 EH1001.and adjusted by the National Geodetic Survey in June 1991..
 EH1001
 EH1001.The geoid height was determined by GEOID03.
 EH1001
 EH1001.The dynamic height is computed by dividing the NAVD 88
 EH1001.geopotential number by the normal gravity value computed on the
 EH1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1001.degrees latitude (g = 980.6199 gals.).
 EH1001
 EH1001.The modeled gravity was interpolated from observed gravity values.
 EH1001
 EH1001;                    North         East    Units  Estimated Accuracy
 EH1001;SPC AR S     -   612,670.      528,860.      MT  (+/- 180 meters Scaled)
 EH1001
 EH1001                          SUPERSEDED SURVEY CONTROL
 EH1001
 EH1001  NGVD 29 (??/??/??)   56.944  (m)          186.82   (f) ADJUSTED    1 2
 EH1001
 EH1001.Superseded values are not recommended for survey control.
 EH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1001.See file dsdata.txt to determine how the superseded data were derived.
 EH1001
 EH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU205286(NAD 83)
 EH1001_MARKER: DB = BENCH MARK DISK
 EH1001_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1001+WITH SETTING: INTO GROUND
 EH1001_STAMPING: S 222 1976
 EH1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1001+STABILITY: SURFACE MOTION
 EH1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1001+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH1001
 EH1001  HISTORY     - Date     Condition        Report By
 EH1001  HISTORY     - 1976     MONUMENTED       NGS
 EH1001  HISTORY     - 1987     GOOD             USPSQD
 EH1001  HISTORY     - 20030402 GOOD             USACE
 EH1001
 EH1001                          STATION DESCRIPTION
 EH1001
 EH1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1001'3.45 MI N FROM HELENA.
 EH1001'1.65 MILES NORTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH1001'HELENA, THENCE 1.8 MILES NORTH ALONG RIVER ROAD, 31 FEET NORTHEAST OF
 EH1001'THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF THE SOUTH GATE POST, 24
 EH1001'FEET SOUTHEAST OF A LARGE COTTONWOOD TREE, AND 10 FEET SOUTH OF THE
 EH1001'CENTER OF A TRACK ROAD LEADING EAST.  A DISK ON TOP OF A COPPER-COATED
 EH1001'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.
 EH1001'1 FOOT BELOW ROAD 1 FOOT NORTH OF A WITNESS POST.
 EH1001
 EH1001                          STATION RECOVERY (1987)
 EH1001
 EH1001'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1001'RECOVERED IN GOOD CONDITION.
 EH1001
 EH1001                          STATION RECOVERY (2003)
 EH1001
 EH1001'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1443 ***********************************************************************
 EH1443  DESIGNATION -  S 223
 EH1443  PID         -  EH1443
 EH1443  STATE/COUNTY-  AR/DESHA
 EH1443  USGS QUAD   -  SNOW LAKE (1967)
 EH1443
 EH1443                         *CURRENT SURVEY CONTROL
 EH1443  ___________________________________________________________________
 EH1443* NAD 83(1986)-  34 02 14.     (N)    091 02 56.     (W)     SCALED    
 EH1443* NAVD 88     -        49.357  (meters)     161.93   (feet)  ADJUSTED  
 EH1443  ___________________________________________________________________
 EH1443  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH1443  DYNAMIC HT  -          49.308 (meters)     161.77  (feet)  COMP
 EH1443  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 EH1443
 EH1443  VERT ORDER  -  FIRST     CLASS II
 EH1443
 EH1443.The horizontal coordinates were scaled from a topographic map and have
 EH1443.an estimated accuracy of +/- 6 seconds.
 EH1443
 EH1443.The orthometric height was determined by differential leveling
 EH1443.and adjusted by the National Geodetic Survey in June 1991..
 EH1443
 EH1443.The geoid height was determined by GEOID03.
 EH1443
 EH1443.The dynamic height is computed by dividing the NAVD 88
 EH1443.geopotential number by the normal gravity value computed on the
 EH1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1443.degrees latitude (g = 980.6199 gals.).
 EH1443
 EH1443.The modeled gravity was interpolated from observed gravity values.
 EH1443
 EH1443;                    North         East    Units  Estimated Accuracy
 EH1443;SPC AR S     -   552,420.      487,820.      MT  (+/- 180 meters Scaled)
 EH1443
 EH1443                          SUPERSEDED SURVEY CONTROL
 EH1443
 EH1443  NGVD 29 (??/??/??)   49.403  (m)          162.08   (f) ADJUSTED    1 2
 EH1443
 EH1443.Superseded values are not recommended for survey control.
 EH1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1443.See file dsdata.txt to determine how the superseded data were derived.
 EH1443
 EH1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT801680(NAD 83)
 EH1443_MARKER: DB = BENCH MARK DISK
 EH1443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1443_STAMPING: S 223 1976
 EH1443_MARK LOGO: NGS   
 EH1443_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1443+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH1443
 EH1443  HISTORY     - Date     Condition        Report By
 EH1443  HISTORY     - 1976     MONUMENTED       NGS
 EH1443  HISTORY     - 1985     GOOD             NGS
 EH1443  HISTORY     - 20001011 GOOD             USE
 EH1443
 EH1443                          STATION DESCRIPTION
 EH1443
 EH1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1443'2.45 MI SW FROM SNOW LAKE.
 EH1443'2.1 MILES SOUTHWEST ALONG MISSOURIA PACIFIC RAILROAD AT SNOW LAKE,
 EH1443'THENCE 0.35 MILES SOUTH ALONG LEVEE, 125 FEET EAST OF THE CENTER OF
 EH1443'LEVEE, 47 FEET SOUTH OF A CATTLE GUARD, AND 2 FEET WEST OF A FENCE. A
 EH1443'DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET
 EH1443'ENCASED IN A PIPE PROJECTING +0 INCHES.  40 FEET BELOW LEVEE 1 FOOT
 EH1443'EAST OF A WITNESS POST.
 EH1443
 EH1443                          STATION RECOVERY (1985)
 EH1443
 EH1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1443'RECOVERED IN GOOD CONDITION.
 EH1443
 EH1443                          STATION RECOVERY (2000)
 EH1443
 EH1443'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0904 ***********************************************************************
 EH0904  DESIGNATION -  S 224
 EH0904  PID         -  EH0904
 EH0904  STATE/COUNTY-  AR/PHILLIPS
 EH0904  USGS QUAD   -  WEST HELENA (1982)
 EH0904
 EH0904                         *CURRENT SURVEY CONTROL
 EH0904  ___________________________________________________________________
 EH0904* NAD 83(1986)-  34 33 15.     (N)    090 39 40.     (W)     SCALED    
 EH0904* NAVD 88     -        73.816  (meters)     242.18   (feet)  ADJUSTED  
 EH0904  ___________________________________________________________________
 EH0904  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0904  DYNAMIC HT  -          73.744 (meters)     241.94  (feet)  COMP
 EH0904  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 EH0904
 EH0904  VERT ORDER  -  FIRST     CLASS II
 EH0904
 EH0904.The horizontal coordinates were scaled from a topographic map and have
 EH0904.an estimated accuracy of +/- 6 seconds.
 EH0904
 EH0904.The orthometric height was determined by differential leveling
 EH0904.and adjusted by the National Geodetic Survey in June 1991..
 EH0904
 EH0904.The geoid height was determined by GEOID03.
 EH0904
 EH0904.The dynamic height is computed by dividing the NAVD 88
 EH0904.geopotential number by the normal gravity value computed on the
 EH0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0904.degrees latitude (g = 980.6199 gals.).
 EH0904
 EH0904.The modeled gravity was interpolated from observed gravity values.
 EH0904
 EH0904;                    North         East    Units  Estimated Accuracy
 EH0904;SPC AR S     -   610,150.      522,880.      MT  (+/- 180 meters Scaled)
 EH0904
 EH0904                          SUPERSEDED SURVEY CONTROL
 EH0904
 EH0904  NGVD 29 (??/??/??)   73.851  (m)          242.29   (f) ADJUSTED    1 2
 EH0904
 EH0904.Superseded values are not recommended for survey control.
 EH0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0904.See file dsdata.txt to determine how the superseded data were derived.
 EH0904
 EH0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU146260(NAD 83)
 EH0904_MARKER: DB = BENCH MARK DISK
 EH0904_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0904+WITH SETTING: INTO GROUND
 EH0904_STAMPING: S 224 1976
 EH0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0904+STABILITY: SURFACE MOTION
 EH0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0904+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003
 EH0904
 EH0904  HISTORY     - Date     Condition        Report By
 EH0904  HISTORY     - 1976     MONUMENTED       NGS
 EH0904  HISTORY     - 1987     GOOD             USPSQD
 EH0904  HISTORY     - 20030305 GOOD             USACE
 EH0904
 EH0904                          STATION DESCRIPTION
 EH0904
 EH0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0904'IN WEST HELENA.
 EH0904'1.8 MILES WEST ALONG U.S. HIGHWAY 49B FROM THE WEST HELENA BAPTIST
 EH0904'CHURCH AT WEST HELENA, AT THE JUNCTION OF U.S. HIGHWAY 49, 28.9 FEET
 EH0904'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF HIGHWAY 49, 118.7
 EH0904'FEET SOUTH OF THE EAST BOUND LANES OF HIHGWAY 49B, 31 FEET SOUTH OF
 EH0904'THE SOUTHWESTERN ONE OF THREE STEEL FLAGPOLES, 1.5 FEET NORTHEAST OF
 EH0904'THE CORNER POST OF A CYCLONE FENCE, AND 1 FOOT NORTHWEST OF THE FENCE.
 EH0904'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET
 EH0904'ENCASED IN A PIPE PROJECTING +0 INCHES.  3 FEET SOUTHWEST OF A WITNESS
 EH0904'POST.
 EH0904
 EH0904                          STATION RECOVERY (1987)
 EH0904
 EH0904'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH0904'RECOVERED IN GOOD CONDITION.
 EH0904
 EH0904                          STATION RECOVERY (2003)
 EH0904
 EH0904'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0904'NOT SUITABLE FOR GPS BECAUSE OF FLOWER GARDEN PLANTED AROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1497 ***********************************************************************
 EH1497  DESIGNATION -  S 225
 EH1497  PID         -  EH1497
 EH1497  STATE/COUNTY-  AR/ARKANSAS
 EH1497  USGS QUAD   -  ETHEL (1967)
 EH1497
 EH1497                         *CURRENT SURVEY CONTROL
 EH1497  ___________________________________________________________________
 EH1497* NAD 83(1986)-  34 22 10.     (N)    091 12 22.     (W)     SCALED    
 EH1497* NAVD 88     -        57.577  (meters)     188.90   (feet)  ADJUSTED  
 EH1497  ___________________________________________________________________
 EH1497  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EH1497  DYNAMIC HT  -          57.521 (meters)     188.72  (feet)  COMP
 EH1497  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 EH1497
 EH1497  VERT ORDER  -  FIRST     CLASS II
 EH1497
 EH1497.The horizontal coordinates were scaled from a topographic map and have
 EH1497.an estimated accuracy of +/- 6 seconds.
 EH1497
 EH1497.The orthometric height was determined by differential leveling
 EH1497.and adjusted by the National Geodetic Survey in August 1993..
 EH1497
 EH1497.The geoid height was determined by GEOID03.
 EH1497
 EH1497.The dynamic height is computed by dividing the NAVD 88
 EH1497.geopotential number by the normal gravity value computed on the
 EH1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1497.degrees latitude (g = 980.6199 gals.).
 EH1497
 EH1497.The modeled gravity was interpolated from observed gravity values.
 EH1497
 EH1497;                    North         East    Units  Estimated Accuracy
 EH1497;SPC AR S     -   589,140.      473,020.      MT  (+/- 180 meters Scaled)
 EH1497
 EH1497                          SUPERSEDED SURVEY CONTROL
 EH1497
 EH1497  NAVD 88 (06/15/91)   57.549  (m)          188.81   (f) UNKNOWN     1 2
 EH1497  NGVD 29 (??/??/??)   57.600  (m)          188.98   (f) ADJUSTED    1 2
 EH1497
 EH1497.Superseded values are not recommended for survey control.
 EH1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1497.See file dsdata.txt to determine how the superseded data were derived.
 EH1497
 EH1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU649045(NAD 83)
 EH1497_MARKER: DB = BENCH MARK DISK
 EH1497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1497_SP_SET: 96 FT.
 EH1497_STAMPING: S 225 1976
 EH1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1497+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1497
 EH1497  HISTORY     - Date     Condition        Report By
 EH1497  HISTORY     - 1976     MONUMENTED       NGS
 EH1497  HISTORY     - 20030407 GOOD             USACE
 EH1497
 EH1497                          STATION DESCRIPTION
 EH1497
 EH1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1497'4.65 MI W FROM ST CHARLES.
 EH1497'4.65 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST
 EH1497'STREET AT ST. CHARLES, AT THE INTERSECTION OF A NORTH-SOUTH ROAD, 52
 EH1497'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 37 FEET EAST OF THE
 EH1497'CENTERLINE OF THE ROAD, 24 FEET WEST OF THE CENTERLINE OF A GRAVEL
 EH1497'DRIVEWAY LEADING NORTH TO A HOUSE, 5 FEET NORTHEAST OF A JUNCTION
 EH1497'POWER LINE POLE WITH A TRANSFORMER.  A DISK ON TOP OF A COPPER-COATED
 EH1497'STEEL ROD TO A DEPTH OF 96 FEET ENCASED IN A PIPE PROJECTING +0
 EH1497'INCHES.  1 FOOT BELOW HIGHWAY.
 EH1497
 EH1497                          STATION RECOVERY (2003)
 EH1497
 EH1497'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1346 ***********************************************************************
 EH1346  DESIGNATION -  S 226
 EH1346  PID         -  EH1346
 EH1346  STATE/COUNTY-  AR/ARKANSAS
 EH1346  USGS QUAD   -  DE WITT (1968)
 EH1346
 EH1346                         *CURRENT SURVEY CONTROL
 EH1346  ___________________________________________________________________
 EH1346* NAD 83(1986)-  34 18 32.     (N)    091 18 08.     (W)     SCALED    
 EH1346* NAVD 88     -        58.966  (meters)     193.46   (feet)  ADJUSTED  
 EH1346  ___________________________________________________________________
 EH1346  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH1346  DYNAMIC HT  -          58.909 (meters)     193.27  (feet)  COMP
 EH1346  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 EH1346
 EH1346  VERT ORDER  -  FIRST     CLASS II
 EH1346
 EH1346.The horizontal coordinates were scaled from a topographic map and have
 EH1346.an estimated accuracy of +/- 6 seconds.
 EH1346
 EH1346.The orthometric height was determined by differential leveling
 EH1346.and adjusted by the National Geodetic Survey in August 1993..
 EH1346
 EH1346.The geoid height was determined by GEOID03.
 EH1346
 EH1346.The dynamic height is computed by dividing the NAVD 88
 EH1346.geopotential number by the normal gravity value computed on the
 EH1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1346.degrees latitude (g = 980.6199 gals.).
 EH1346
 EH1346.The modeled gravity was interpolated from observed gravity values.
 EH1346
 EH1346;                    North         East    Units  Estimated Accuracy
 EH1346;SPC AR S     -   582,360.      464,230.      MT  (+/- 180 meters Scaled)
 EH1346
 EH1346                          SUPERSEDED SURVEY CONTROL
 EH1346
 EH1346  NAVD 88 (06/15/91)   58.926  (m)          193.33   (f) UNKNOWN     1 2
 EH1346  NGVD 29 (??/??/??)   58.989  (m)          193.53   (f) ADJUSTED    1 2
 EH1346
 EH1346.Superseded values are not recommended for survey control.
 EH1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1346.See file dsdata.txt to determine how the superseded data were derived.
 EH1346
 EH1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT562977(NAD 83)
 EH1346_MARKER: DB = BENCH MARK DISK
 EH1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1346_SP_SET: CULVERT
 EH1346_STAMPING: S 226 1976
 EH1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1346+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1346
 EH1346  HISTORY     - Date     Condition        Report By
 EH1346  HISTORY     - 1976     MONUMENTED       NGS
 EH1346  HISTORY     - 20030414 GOOD             USACE
 EH1346
 EH1346                          STATION DESCRIPTION
 EH1346
 EH1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1346'1.6 MI NE FROM DEWITT.
 EH1346'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH STATE
 EH1346'HIGHWAY 1B AT DEWITT, SET IN THE NORTHEAST END OF THE NORTHWEST
 EH1346'HEADWALL OF A CONCRETE CULVERT, 123 FEET SOUTHEAST OF THE NORTHWEST
 EH1346'CORNER OF A LARGE BRICK HOUSE, AND 29 FEET NORTHWEST OF THE CENTER
 EH1346'LINE OF HIGHWAY.  1 FOOT BELOW HIGHWAY.
 EH1346
 EH1346                          STATION RECOVERY (2003)
 EH1346
 EH1346'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1261 ***********************************************************************
 EJ1261  DESIGNATION -  S 23
 EJ1261  PID         -  EJ1261
 EJ1261  STATE/COUNTY-  AR/CLARK
 EJ1261  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1261
 EJ1261                         *CURRENT SURVEY CONTROL
 EJ1261  ___________________________________________________________________
 EJ1261* NAD 83(1986)-  34 12 17.     (N)    093 27 47.     (W)     SCALED    
 EJ1261* NAVD 88     -       126.537  (meters)     415.15   (feet)  ADJUSTED  
 EJ1261  ___________________________________________________________________
 EJ1261  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EJ1261  DYNAMIC HT  -         126.410 (meters)     414.73  (feet)  COMP
 EJ1261  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 EJ1261
 EJ1261  VERT ORDER  -  SECOND    CLASS 0
 EJ1261
 EJ1261.The horizontal coordinates were scaled from a topographic map and have
 EJ1261.an estimated accuracy of +/- 6 seconds.
 EJ1261
 EJ1261.The orthometric height was determined by differential leveling
 EJ1261.and adjusted by the National Geodetic Survey in June 1991..
 EJ1261
 EJ1261.The geoid height was determined by GEOID03.
 EJ1261
 EJ1261.The dynamic height is computed by dividing the NAVD 88
 EJ1261.geopotential number by the normal gravity value computed on the
 EJ1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1261.degrees latitude (g = 980.6199 gals.).
 EJ1261
 EJ1261.The modeled gravity was interpolated from observed gravity values.
 EJ1261
 EJ1261;                    North         East    Units  Estimated Accuracy
 EJ1261;SPC AR S     -   571,550.      265,180.      MT  (+/- 180 meters Scaled)
 EJ1261
 EJ1261                          SUPERSEDED SURVEY CONTROL
 EJ1261
 EJ1261  NGVD 29 (??/??/92)  126.531  (m)          415.13   (f) ADJ UNCH    2 0
 EJ1261
 EJ1261.Superseded values are not recommended for survey control.
 EJ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1261.See file dsdata.txt to determine how the superseded data were derived.
 EJ1261
 EJ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT573849(NAD 83)
 EJ1261_MARKER: DB = BENCH MARK DISK
 EJ1261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1261_SP_SET: BRIDGE ABUTMENT
 EJ1261_STAMPING: 415.127 S 23 1932
 EJ1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1261
 EJ1261  HISTORY     - Date     Condition        Report By
 EJ1261  HISTORY     - 1932     MONUMENTED       CGS
 EJ1261  HISTORY     - 1934     MARK NOT FOUND   NGS
 EJ1261  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1261
 EJ1261                          STATION DESCRIPTION
 EJ1261
 EJ1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1261'4.8 MI S FROM AMITY.
 EJ1261'4.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1261'AT AMITY, CLARK COUNTY, AT POLE 457+25, AND IN THE WEST SIDE OF THE
 EJ1261'SOUTH ABUTMENT OF BRIDGE 33.6.  A STANDARD DISK, STAMPED 415.127 S 23
 EJ1261'1932.
 EJ1261
 EJ1261                          STATION RECOVERY (1975)
 EJ1261
 EJ1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0936 ***********************************************************************
 DK0936  DESIGNATION -  S 240
 DK0936  PID         -  DK0936
 DK0936  STATE/COUNTY-  AR/DESHA
 DK0936  USGS QUAD   -  WINCHESTER (1969)
 DK0936
 DK0936                         *CURRENT SURVEY CONTROL
 DK0936  ___________________________________________________________________
 DK0936* NAD 83(1986)-  33 49 47.     (N)    091 28 44.     (W)     SCALED    
 DK0936* NAVD 88     -        48.129  (meters)     157.90   (feet)  ADJUSTED  
 DK0936  ___________________________________________________________________
 DK0936  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0936  DYNAMIC HT  -          48.081 (meters)     157.75  (feet)  COMP
 DK0936  MODELED GRAV-     979,631.0   (mgal)                       NAVD 88
 DK0936
 DK0936  VERT ORDER  -  FIRST     CLASS II
 DK0936
 DK0936.The horizontal coordinates were scaled from a topographic map and have
 DK0936.an estimated accuracy of +/- 6 seconds.
 DK0936
 DK0936.The orthometric height was determined by differential leveling
 DK0936.and adjusted by the National Geodetic Survey in June 1991..
 DK0936
 DK0936.The geoid height was determined by GEOID03.
 DK0936
 DK0936.The dynamic height is computed by dividing the NAVD 88
 DK0936.geopotential number by the normal gravity value computed on the
 DK0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0936.degrees latitude (g = 980.6199 gals.).
 DK0936
 DK0936.The modeled gravity was interpolated from observed gravity values.
 DK0936
 DK0936;                    North         East    Units  Estimated Accuracy
 DK0936;SPC AR S     -   529,120.      448,240.      MT  (+/- 180 meters Scaled)
 DK0936
 DK0936                          SUPERSEDED SURVEY CONTROL
 DK0936
 DK0936  NGVD 29 (??/??/??)   48.264  (m)          158.35   (f) ADJUSTED    1 2
 DK0936
 DK0936.Superseded values are not recommended for survey control.
 DK0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0936.See file dsdata.txt to determine how the superseded data were derived.
 DK0936
 DK0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT407443(NAD 83)
 DK0936_MARKER: DB = BENCH MARK DISK
 DK0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0936_SP_SET: CULVERT
 DK0936_STAMPING: S 240 1939
 DK0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0936+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 DK0936
 DK0936  HISTORY     - Date     Condition        Report By
 DK0936  HISTORY     - 1939     MONUMENTED       CGS
 DK0936  HISTORY     - 1955     GOOD             CGS
 DK0936  HISTORY     - 20040113 GOOD             USACE
 DK0936
 DK0936                          STATION DESCRIPTION
 DK0936
 DK0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0936'1.0 MI S FROM PICKENS.
 DK0936'1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK0936'PICKENS, DESHA COUNTY, AT MILEPOST 432, OPPOSITE A RAILROAD CULVERT
 DK0936'DATED 1917, 63 FEET WEST OF THE WEST RAIL, 14 FEET EAST OF THE
 DK0936'CENTERLINE OF OLD U.S. HIGHWAY 65, AT A CONCRETE HIGHWAY CULVERT, AND
 DK0936'IN THE TOP OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED S 240 1939.
 DK0936
 DK0936                          STATION RECOVERY (1955)
 DK0936
 DK0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0936'RECOVERED IN GOOD CONDITION.
 DK0936
 DK0936                          STATION RECOVERY (2004)
 DK0936
 DK0936'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0684 ***********************************************************************
 FF0684  DESIGNATION -  S 242
 FF0684  PID         -  FF0684
 FF0684  STATE/COUNTY-  AR/CROSS
 FF0684  USGS QUAD   -  VANNDALE (1984)
 FF0684
 FF0684                         *CURRENT SURVEY CONTROL
 FF0684  ___________________________________________________________________
 FF0684* NAD 83(1986)-  35 22 22.     (N)    090 45 33.     (W)     SCALED    
 FF0684* NAVD 88     -        83.588  (meters)     274.24   (feet)  ADJUSTED  
 FF0684  ___________________________________________________________________
 FF0684  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF0684  DYNAMIC HT  -          83.514 (meters)     274.00  (feet)  COMP
 FF0684  MODELED GRAV-     979,739.8   (mgal)                       NAVD 88
 FF0684
 FF0684  VERT ORDER  -  FIRST     CLASS II
 FF0684
 FF0684.The horizontal coordinates were scaled from a topographic map and have
 FF0684.an estimated accuracy of +/- 6 seconds.
 FF0684
 FF0684.The orthometric height was determined by differential leveling
 FF0684.and adjusted by the National Geodetic Survey in June 1991..
 FF0684
 FF0684.The geoid height was determined by GEOID03.
 FF0684
 FF0684.The dynamic height is computed by dividing the NAVD 88
 FF0684.geopotential number by the normal gravity value computed on the
 FF0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0684.degrees latitude (g = 980.6199 gals.).
 FF0684
 FF0684.The modeled gravity was interpolated from observed gravity values.
 FF0684
 FF0684;                    North         East    Units  Estimated Accuracy
 FF0684;SPC AR N     -   116,030.      512,750.      MT  (+/- 180 meters Scaled)
 FF0684
 FF0684                          SUPERSEDED SURVEY CONTROL
 FF0684
 FF0684  NGVD 29 (??/??/??)   83.544  (m)          274.09   (f) ADJUSTED    1 2
 FF0684
 FF0684.Superseded values are not recommended for survey control.
 FF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0684.See file dsdata.txt to determine how the superseded data were derived.
 FF0684
 FF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV035166(NAD 83)
 FF0684_MARKER: DB = BENCH MARK DISK
 FF0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0684_STAMPING: S 242 1938
 FF0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0684+STABILITY: SURFACE MOTION
 FF0684
 FF0684  HISTORY     - Date     Condition        Report By
 FF0684  HISTORY     - 1938     MONUMENTED       CGS
 FF0684  HISTORY     - 1956     GOOD             CGS
 FF0684  HISTORY     - 20030505 MARK NOT FOUND   USACE
 FF0684
 FF0684                          STATION DESCRIPTION
 FF0684
 FF0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0684'2.2 MI S FROM CHERRY VALLEY.
 FF0684'ABOUT 2.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0684'THE STATION AT CHERRY VALLEY, AT AN EAST-WEST ROAD CROSSING,
 FF0684'27 1/2 FEET EAST OF EAST RAIL AT CENTER OF A CATTEL GUARD, 77 1/2
 FF0684'FEET NORTH OF MILE POLE 270, 48 FEET EAST-NORTHEAST AND ACROSS
 FF0684'TRACK FROM CONCRETE MILE POLE 270 + 00, 20 1/2 FEET SOUTH OF
 FF0684'CENTER LINE OF ROAD, 18 FEET WEST OF A FENCE CORNER, 1 FOOT
 FF0684'NORTH OF A FENCE WHICH EXTENDS TO CATTEL GUARD ACROSS TRACK,
 FF0684'89 FEET EAST-NORTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO.
 FF0684'1174, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 FF0684'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0684'POST ABOUT FLUSH WITH THE GROUND.  NOTE-- THE POST LEANS SLIGHTLY
 FF0684'TO THE WEST AND MAY HAVE BEEN HIT BY MACHINERY, HOWEVER, IT IS
 FF0684'SOLID AND NOT SCARRED UP.
 FF0684
 FF0684                          STATION RECOVERY (2003)
 FF0684
 FF0684'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1021 ***********************************************************************
 DK1021  DESIGNATION -  S 243
 DK1021  PID         -  DK1021
 DK1021  STATE/COUNTY-  AR/ASHLEY
 DK1021  USGS QUAD   -  MONTROSE (1981)
 DK1021
 DK1021                         *CURRENT SURVEY CONTROL
 DK1021  ___________________________________________________________________
 DK1021* NAD 83(1986)-  33 17 14.     (N)    091 29 36.     (W)     SCALED    
 DK1021* NAVD 88     -        38.205  (meters)     125.34   (feet)  ADJUSTED  
 DK1021  ___________________________________________________________________
 DK1021  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DK1021  DYNAMIC HT  -          38.164 (meters)     125.21  (feet)  COMP
 DK1021  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 DK1021
 DK1021  VERT ORDER  -  FIRST     CLASS II
 DK1021
 DK1021.The horizontal coordinates were scaled from a topographic map and have
 DK1021.an estimated accuracy of +/- 6 seconds.
 DK1021
 DK1021.The orthometric height was determined by differential leveling
 DK1021.and adjusted by the National Geodetic Survey in June 1991..
 DK1021
 DK1021.The geoid height was determined by GEOID03.
 DK1021
 DK1021.The dynamic height is computed by dividing the NAVD 88
 DK1021.geopotential number by the normal gravity value computed on the
 DK1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1021.degrees latitude (g = 980.6199 gals.).
 DK1021
 DK1021.The modeled gravity was interpolated from observed gravity values.
 DK1021
 DK1021;                    North         East    Units  Estimated Accuracy
 DK1021;SPC AR S     -   468,950.      447,200.      MT  (+/- 180 meters Scaled)
 DK1021
 DK1021                          SUPERSEDED SURVEY CONTROL
 DK1021
 DK1021  NGVD 29 (??/??/??)   38.313  (m)          125.70   (f) ADJUSTED    1 2
 DK1021
 DK1021.Superseded values are not recommended for survey control.
 DK1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1021.See file dsdata.txt to determine how the superseded data were derived.
 DK1021
 DK1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS402841(NAD 83)
 DK1021_MARKER: DB = BENCH MARK DISK
 DK1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1021_STAMPING: S 243 1939
 DK1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1021+STABILITY: SURFACE MOTION
 DK1021
 DK1021  HISTORY     - Date     Condition        Report By
 DK1021  HISTORY     - 1939     MONUMENTED       CGS
 DK1021  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1021  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1021
 DK1021                          STATION DESCRIPTION
 DK1021
 DK1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1021'0.8 MI S FROM MONTROSE.
 DK1021'0.8 MILE SOUTH OF THE JUNCTION.  A STANDARD DISC SET IN THE TOP OF A
 DK1021'CONCRETE POST LOCATED ON THE EAST R/W OF THE MO. PAC. R.R.  AT MILE
 DK1021'POST 433.  3 1/2.  POLES SOUTH OF THE SOUTH END OF THE MONTROSE
 DK1021'SIDING.  AT A R.R. JUNCTION SIGNAL ON THE TRACK.  BETWEEN THE HWY NO.
 DK1021'165 AND TRACK.  49 FEET EAST OF THE EAST RAIL.  30 FEET WEST OF THE
 DK1021'CENTER LINE OF THE HWY.
 DK1021
 DK1021                          STATION RECOVERY (1977)
 DK1021
 DK1021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1021'MARK NOT FOUND.
 DK1021
 DK1021                          STATION RECOVERY (1977)
 DK1021
 DK1021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0887 ***********************************************************************
 EJ0887  DESIGNATION -  S 244
 EJ0887  PID         -  EJ0887
 EJ0887  STATE/COUNTY-  AR/PERRY
 EJ0887  USGS QUAD   -  MARTINDALE (1984)
 EJ0887
 EJ0887                         *CURRENT SURVEY CONTROL
 EJ0887  ___________________________________________________________________
 EJ0887* NAD 83(1986)-  34 55 58.     (N)    092 38 55.     (W)     SCALED    
 EJ0887* NAVD 88     -       219.529  (meters)     720.24   (feet)  ADJUSTED  
 EJ0887  ___________________________________________________________________
 EJ0887  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EJ0887  DYNAMIC HT  -         219.316 (meters)     719.54  (feet)  COMP
 EJ0887  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 EJ0887
 EJ0887  VERT ORDER  -  SECOND    CLASS 0
 EJ0887
 EJ0887.The horizontal coordinates were scaled from a topographic map and have
 EJ0887.an estimated accuracy of +/- 6 seconds.
 EJ0887
 EJ0887.The orthometric height was determined by differential leveling
 EJ0887.and adjusted by the National Geodetic Survey in June 1991..
 EJ0887
 EJ0887.The geoid height was determined by GEOID03.
 EJ0887
 EJ0887.The dynamic height is computed by dividing the NAVD 88
 EJ0887.geopotential number by the normal gravity value computed on the
 EJ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0887.degrees latitude (g = 980.6199 gals.).
 EJ0887
 EJ0887.The modeled gravity was interpolated from observed gravity values.
 EJ0887
 EJ0887;                    North         East    Units  Estimated Accuracy
 EJ0887;SPC AR N     -    66,700.      340,740.      MT  (+/- 180 meters Scaled)
 EJ0887
 EJ0887                          SUPERSEDED SURVEY CONTROL
 EJ0887
 EJ0887  NGVD 29 (??/??/92)  219.554  (m)          720.32   (f) ADJ UNCH    2 0
 EJ0887
 EJ0887.Superseded values are not recommended for survey control.
 EJ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0887.See file dsdata.txt to determine how the superseded data were derived.
 EJ0887
 EJ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU320656(NAD 83)
 EJ0887_MARKER: DB = BENCH MARK DISK
 EJ0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0887_STAMPING: S 244 1939
 EJ0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0887+STABILITY: SURFACE MOTION
 EJ0887
 EJ0887  HISTORY     - Date     Condition        Report By
 EJ0887  HISTORY     - 1939     MONUMENTED       CGS
 EJ0887  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ0887
 EJ0887                          STATION DESCRIPTION
 EJ0887
 EJ0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0887'4.5 MI N FROM CROSS ROADS.
 EJ0887'IN PERRY COUNTY, 4.5 MILES NORTH ALONG STATE HIGHWAY 113 FROM THE
 EJ0887'PUBLIC SCHOOL AT CROSS ROADS, PULASKI COUNTY, 0.3 MILE NORTH OF THE
 EJ0887'CRONK GROCERY STORE, 0.1 MILE NORTH OF A SMALL WOODEN BRIDGE, 180 FEET
 EJ0887'SOUTH OF THE ENTRACE TO THE L. L. SMITH RESIDENCE, 36.9 FEET EAST OF
 EJ0887'THE CENTERLINE OF THE HIGHWAY, 19.6 FEET NORTHEAST OF A 15-INCH BLAZED
 EJ0887'OAK TREE, AND 2 FEET WEST OF THE WEST FENCE.  A STANDARD DISK, STAMPED
 EJ0887'S 244 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1552 ***********************************************************************
 EH1552  DESIGNATION -  S 245
 EH1552  PID         -  EH1552
 EH1552  STATE/COUNTY-  AR/JEFFERSON
 EH1552  USGS QUAD   -  MOSCOW (1971)
 EH1552
 EH1552                         *CURRENT SURVEY CONTROL
 EH1552  ___________________________________________________________________
 EH1552* NAD 83(1986)-  34 09 29.     (N)    091 49 12.     (W)     SCALED    
 EH1552* NAVD 88     -        59.304  (meters)     194.57   (feet)  ADJUSTED  
 EH1552  ___________________________________________________________________
 EH1552  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH1552  DYNAMIC HT  -          59.246 (meters)     194.38  (feet)  COMP
 EH1552  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 EH1552
 EH1552  VERT ORDER  -  FIRST     CLASS II
 EH1552
 EH1552.The horizontal coordinates were scaled from a topographic map and have
 EH1552.an estimated accuracy of +/- 6 seconds.
 EH1552
 EH1552.The orthometric height was determined by differential leveling
 EH1552.and adjusted by the National Geodetic Survey in June 1991..
 EH1552
 EH1552.The geoid height was determined by GEOID03.
 EH1552
 EH1552.The dynamic height is computed by dividing the NAVD 88
 EH1552.geopotential number by the normal gravity value computed on the
 EH1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1552.degrees latitude (g = 980.6199 gals.).
 EH1552
 EH1552.The modeled gravity was interpolated from observed gravity values.
 EH1552
 EH1552;                    North         East    Units  Estimated Accuracy
 EH1552;SPC AR S     -   565,430.      416,600.      MT  (+/- 180 meters Scaled)
 EH1552
 EH1552                          SUPERSEDED SURVEY CONTROL
 EH1552
 EH1552  NGVD 29 (??/??/??)   59.389  (m)          194.85   (f) ADJUSTED    1 2
 EH1552
 EH1552.Superseded values are not recommended for survey control.
 EH1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1552.See file dsdata.txt to determine how the superseded data were derived.
 EH1552
 EH1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT087803(NAD 83)
 EH1552_MARKER: DB = BENCH MARK DISK
 EH1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1552_STAMPING: S 245 1938
 EH1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1552+STABILITY: SURFACE MOTION
 EH1552
 EH1552  HISTORY     - Date     Condition        Report By
 EH1552  HISTORY     - 1938     MONUMENTED       CGS
 EH1552  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1552
 EH1552                          STATION DESCRIPTION
 EH1552
 EH1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1552'1.9 MI NW FROM MOSCOW.
 EH1552'1.9 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1552'STATION AT MOSCOW, JEFFERSON COUNTY, OPPOSTIE POLE 400+20, 56 FEET
 EH1552'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 65, AND 39 FEET NORTH OF THE
 EH1552'NORTH RAIL.  A STANDARD DISK, STAMPED S 245 1938 AND SET IN THE TOP OF
 EH1552'A CONCRETE POST.
 EH1552
 EH1552                          STATION RECOVERY (1964)
 EH1552
 EH1552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0890 ***********************************************************************
 FF0890  DESIGNATION -  S 246
 FF0890  PID         -  FF0890
 FF0890  STATE/COUNTY-  AR/CRAIGHEAD
 FF0890  USGS QUAD   -  HERMAN (1980)
 FF0890
 FF0890                         *CURRENT SURVEY CONTROL
 FF0890  ___________________________________________________________________
 FF0890* NAD 83(1986)-  35 51 26.     (N)    090 47 18.     (W)     SCALED    
 FF0890* NAVD 88     -        92.320  (meters)     302.89   (feet)  ADJUSTED  
 FF0890  ___________________________________________________________________
 FF0890  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0890  DYNAMIC HT  -          92.242 (meters)     302.63  (feet)  COMP
 FF0890  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 FF0890
 FF0890  VERT ORDER  -  SECOND    CLASS 0
 FF0890
 FF0890.The horizontal coordinates were scaled from a topographic map and have
 FF0890.an estimated accuracy of +/- 6 seconds.
 FF0890
 FF0890.The orthometric height was determined by differential leveling
 FF0890.and adjusted by the National Geodetic Survey in June 1991..
 FF0890
 FF0890.The geoid height was determined by GEOID03.
 FF0890
 FF0890.The dynamic height is computed by dividing the NAVD 88
 FF0890.geopotential number by the normal gravity value computed on the
 FF0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0890.degrees latitude (g = 980.6199 gals.).
 FF0890
 FF0890.The modeled gravity was interpolated from observed gravity values.
 FF0890
 FF0890;                    North         East    Units  Estimated Accuracy
 FF0890;SPC AR N     -   169,740.      509,440.      MT  (+/- 180 meters Scaled)
 FF0890
 FF0890                          SUPERSEDED SURVEY CONTROL
 FF0890
 FF0890  NGVD 29 (??/??/??)   92.237  (m)          302.61   (f) ADJUSTED    2 0
 FF0890
 FF0890.Superseded values are not recommended for survey control.
 FF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0890.See file dsdata.txt to determine how the superseded data were derived.
 FF0890
 FF0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV997703(NAD 83)
 FF0890_MARKER: DB = BENCH MARK DISK
 FF0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0890_STAMPING: S 246 1938
 FF0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0890+STABILITY: SURFACE MOTION
 FF0890
 FF0890  HISTORY     - Date     Condition        Report By
 FF0890  HISTORY     - 1938     MONUMENTED       CGS
 FF0890  HISTORY     - 20020826 POOR             USACE
 FF0890
 FF0890                          STATION DESCRIPTION
 FF0890
 FF0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0890'3.6 MI S FROM BONO.
 FF0890'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF0890'AT BONO, CRAIGHEAD COUNTY, THENCE ABOUT 0.7 MILE WEST ALONG STATE
 FF0890'HIGHWAY 18, ON THE EAST SLOPE OF A HILL, 63 FEET EAST OF THE
 FF0890'CENTER LINE OF A ROAD LEADING SOUTH TO HERMAN CHURCH, AND ABOUT
 FF0890'52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 FF0890'DISK, STAMPED S 246 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FF0890
 FF0890                          STATION RECOVERY (2002)
 FF0890
 FF0890'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0890'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1579 ***********************************************************************
 EH1579  DESIGNATION -  S 249
 EH1579  PID         -  EH1579
 EH1579  STATE/COUNTY-  AR/LINCOLN
 EH1579  USGS QUAD   -  CADES (1975)
 EH1579
 EH1579                         *CURRENT SURVEY CONTROL
 EH1579  ___________________________________________________________________
 EH1579* NAD 83(1986)-  34 02 28.     (N)    091 30 12.     (W)     SCALED    
 EH1579* NAVD 88     -        52.357  (meters)     171.77   (feet)  ADJUSTED  
 EH1579  ___________________________________________________________________
 EH1579  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EH1579  DYNAMIC HT  -          52.306 (meters)     171.61  (feet)  COMP
 EH1579  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 EH1579
 EH1579  VERT ORDER  -  SECOND    CLASS 0
 EH1579
 EH1579.The horizontal coordinates were scaled from a topographic map and have
 EH1579.an estimated accuracy of +/- 6 seconds.
 EH1579
 EH1579.The orthometric height was determined by differential leveling
 EH1579.and adjusted by the National Geodetic Survey in June 1991..
 EH1579
 EH1579.The geoid height was determined by GEOID03.
 EH1579
 EH1579.The dynamic height is computed by dividing the NAVD 88
 EH1579.geopotential number by the normal gravity value computed on the
 EH1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1579.degrees latitude (g = 980.6199 gals.).
 EH1579
 EH1579.The modeled gravity was interpolated from observed gravity values.
 EH1579
 EH1579;                    North         East    Units  Estimated Accuracy
 EH1579;SPC AR S     -   552,550.      445,860.      MT  (+/- 180 meters Scaled)
 EH1579
 EH1579                          SUPERSEDED SURVEY CONTROL
 EH1579
 EH1579  NGVD 29 (??/??/??)   52.432  (m)          172.02   (f) ADJUSTED    2 0
 EH1579
 EH1579.Superseded values are not recommended for survey control.
 EH1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1579.See file dsdata.txt to determine how the superseded data were derived.
 EH1579
 EH1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT381677(NAD 83)
 EH1579_MARKER: DB = BENCH MARK DISK
 EH1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1579_STAMPING: S 249 1940
 EH1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1579+STABILITY: SURFACE MOTION
 EH1579
 EH1579  HISTORY     - Date     Condition        Report By
 EH1579  HISTORY     - 1940     MONUMENTED       CGS
 EH1579
 EH1579                          STATION DESCRIPTION
 EH1579
 EH1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1579'7.1 MI NE FROM GOULD.
 EH1579'TO REACH FROM RAILROAD STATION AT GOULD, PROCEED NORTHWARD ALONG STATE
 EH1579'HIGHWAY NO 114, GO 5.2 MILES.  TURN RIGHT (EAST) AT CROCKETTS STORE
 EH1579'AND FOLLOW DIRT ROAD TOWARD SOUTH BEND, GO 1.9 MILES.  BENCH MARK IS
 EH1579'IN FRONT OF UNPAINTED HOUSE.  21 FEET TOWARDS HOUSE (SOUTH) FROM
 EH1579'CENTER LINE OF ROAD.  10 FEET TOWARDS CROCKETTS STORE (WEST) FROM
 EH1579'CORNER POST OF WIRE FENCE.  1 FOOT INSIDE (SOUTH) OF FENCE.  MONUMENT
 EH1579'PROJECTS 4 INCHES.  A 4 X 4 INCH CYPRESS POST PAINTED WHITE PROJECTING
 EH1579'18 INCHES IS 4.5 FEET AT 85 DEG MAGNETIC FROM BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0274 ***********************************************************************
 GE0274  DESIGNATION -  S 25
 GE0274  PID         -  GE0274
 GE0274  STATE/COUNTY-  AR/RANDOLPH
 GE0274  USGS QUAD   -  REYNO (1980)
 GE0274
 GE0274                         *CURRENT SURVEY CONTROL
 GE0274  ___________________________________________________________________
 GE0274* NAD 83(1997)-  36 21 35.11760(N)    090 45 31.82317(W)     ADJUSTED  
 GE0274* NAVD 88     -        85.440  (meters)     280.31   (feet)  ADJUSTED  
 GE0274  ___________________________________________________________________
 GE0274  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GE0274  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GE0274  DYNAMIC HT  -          85.372 (meters)     280.09  (feet)  COMP
 GE0274  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 GE0274
 GE0274  HORZ ORDER  -  SECOND
 GE0274  VERT ORDER  -  FIRST     CLASS II
 GE0274
 GE0274.The horizontal coordinates were established by classical geodetic methods
 GE0274.and adjusted by the National Geodetic Survey in September 1999..
 GE0274
 GE0274.The orthometric height was determined by differential leveling
 GE0274.and adjusted by the National Geodetic Survey in June 1991..
 GE0274
 GE0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0274
 GE0274.The geoid height was determined by GEOID03.
 GE0274
 GE0274.The dynamic height is computed by dividing the NAVD 88
 GE0274.geopotential number by the normal gravity value computed on the
 GE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0274.degrees latitude (g = 980.6199 gals.).
 GE0274
 GE0274.The modeled gravity was interpolated from observed gravity values.
 GE0274
 GE0274;                    North         East     Units Scale Factor Converg.
 GE0274;SPC AR N     -   225,526.597   511,397.213   MT  1.00002744   +0 43 20.0
 GE0274;SPC AR N     -   739,915.18  1,677,809.02   sFT  1.00002744   +0 43 20.0
 GE0274;UTM  15      - 4,026,183.975   701,084.414   MT  1.00009822   +1 19 44.8
 GE0274
 GE0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0274!SPC AR N     -   0.99999108  x   1.00002744  =   1.00001852
 GE0274!UTM  15      -   0.99999108  x   1.00009822  =   1.00008929
 GE0274
 GE0274                          SUPERSEDED SURVEY CONTROL
 GE0274
 GE0274  NAD 83(1986)-  36 21 35.12470(N)    090 45 31.82302(W) AD(       ) 2
 GE0274  NAD 27      -  36 21 34.89280(N)    090 45 31.40800(W) AD(       ) 2
 GE0274  NGVD 29 (??/??/92)   85.398  (m)          280.18   (f) ADJ UNCH    1 2
 GE0274
 GE0274.Superseded values are not recommended for survey control.
 GE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0274.See file dsdata.txt to determine how the superseded data were derived.
 GE0274
 GE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0108426184(NAD 83)
 GE0274_MARKER: DB = BENCH MARK DISK
 GE0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0274_STAMPING: 280.186 S 25 1932
 GE0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0274+STABILITY: SURFACE MOTION
 GE0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0274+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 GE0274
 GE0274  HISTORY     - Date     Condition        Report By
 GE0274  HISTORY     - 1955     MONUMENTED       CGS
 GE0274  HISTORY     - 1934     GOOD             NGS
 GE0274  HISTORY     - 20020914 GOOD             USACE
 GE0274
 GE0274                          STATION DESCRIPTION
 GE0274
 GE0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0274'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE REYNO
 GE0274'ELEMENTARY SCHOOL GROUND WHICH IS IN THE SOUTHERN EDGE OF
 GE0274'REYNO.  IT IS ABOUT 225 FEET SOUTH OF THE SOUTHEAST CORNER OF
 GE0274'THE SCHOOL AND 2 FEET NORTHWEST OF THE EDGE OF THE SIDEWALK.
 GE0274'IT IS A STANDARD U.S. COAST AND GEODETIC BENCH MARK DISK SET
 GE0274'IN THE TOP OF AN 8 IN X 8 IN CONCRETE POST WHICH PROJECTS 2
 GE0274'INCHES, AND THE DISK IS STAMPED S 25 1932.  A TRAVERSE WAS
 GE0274'MADE TO TRIANGULATION STATION REYNO, AND THE DISTANCE WAS
 GE0274'FOUND TO BE 26.25 FEET OR 8.001 METERS SOUTHEAST OF THE
 GE0274'STATION.
 GE0274
 GE0274                          STATION RECOVERY (1934)
 GE0274
 GE0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GE0274'AT REYNO.
 GE0274'AT REYNO, RANDOLPH COUNTY, 1/4 MILE SOUTH OF THE ST. LOUIS-SAN
 GE0274'FRANCISCO RAILWAY STATION, 150 FEET WEST OF THE TRACK, AT THE
 GE0274'PUBLIC SCHOOL, IN THE SOUTHEAST CORNER OF THE SCHOOL GROUNDS,
 GE0274'200 FEET SOUTHEAST OF THE SCHOOL BUILDING, AND 60 FEET WEST OF
 GE0274'THE CENTERLINE OF U.S. HIGHWAY 67.  A STANDARD DISK, STAMPED
 GE0274'280.186 S 25 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0274
 GE0274                          STATION RECOVERY (2002)
 GE0274
 GE0274'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0536 ***********************************************************************
 EJ0536  DESIGNATION -  S 250
 EJ0536  PID         -  EJ0536
 EJ0536  STATE/COUNTY-  AR/JEFFERSON
 EJ0536  USGS QUAD   -  WRIGHT (1975)
 EJ0536
 EJ0536                         *CURRENT SURVEY CONTROL
 EJ0536  ___________________________________________________________________
 EJ0536* NAD 83(1986)-  34 27 51.     (N)    092 07 24.     (W)     SCALED    
 EJ0536* NAVD 88     -        86.449  (meters)     283.62   (feet)  ADJUSTED  
 EJ0536  ___________________________________________________________________
 EJ0536  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EJ0536  DYNAMIC HT  -          86.368 (meters)     283.36  (feet)  COMP
 EJ0536  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 EJ0536
 EJ0536  VERT ORDER  -  SECOND    CLASS 0
 EJ0536
 EJ0536.The horizontal coordinates were scaled from a topographic map and have
 EJ0536.an estimated accuracy of +/- 6 seconds.
 EJ0536
 EJ0536.The orthometric height was determined by differential leveling
 EJ0536.and adjusted by the National Geodetic Survey in June 1991..
 EJ0536
 EJ0536.The geoid height was determined by GEOID03.
 EJ0536
 EJ0536.The dynamic height is computed by dividing the NAVD 88
 EJ0536.geopotential number by the normal gravity value computed on the
 EJ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0536.degrees latitude (g = 980.6199 gals.).
 EJ0536
 EJ0536.The modeled gravity was interpolated from observed gravity values.
 EJ0536
 EJ0536;                    North         East    Units  Estimated Accuracy
 EJ0536;SPC AR S     -   599,370.      388,670.      MT  (+/- 180 meters Scaled)
 EJ0536
 EJ0536                          SUPERSEDED SURVEY CONTROL
 EJ0536
 EJ0536  NGVD 29 (??/??/92)   86.525  (m)          283.87   (f) ADJ UNCH    2 0
 EJ0536
 EJ0536.Superseded values are not recommended for survey control.
 EJ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0536.See file dsdata.txt to determine how the superseded data were derived.
 EJ0536
 EJ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU805139(NAD 83)
 EJ0536_MARKER: DB = BENCH MARK DISK
 EJ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0536_STAMPING: S 250 1940
 EJ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0536+STABILITY: SURFACE MOTION
 EJ0536
 EJ0536  HISTORY     - Date     Condition        Report By
 EJ0536  HISTORY     - 1940     MONUMENTED       CGS
 EJ0536  HISTORY     - 1970     MARK NOT FOUND   USGS
 EJ0536
 EJ0536                          STATION DESCRIPTION
 EJ0536
 EJ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0536'4.5 MI NE FROM REDFIELD.
 EJ0536'FROM RAILROAD STATION AT REDFIELD, PROCEED ALONG GRAVELED ROAD TOWARDS
 EJ0536'THE RIVER, GO 4.5 MILES.  BENCH MARK IS STANDARD DISK IN PRE-CAST
 EJ0536'CONCRETE POST PROJECTING ABOUT 5 INCHES.  0.2 MILE TOWARDS REDFIELD
 EJ0536'(WEST) OF FORKS IN ROAD, THE LEFT (NORTHEAST) ROAD LEADING TO THE
 EJ0536'RIVER.  ON OUTSIDE OF CURVE, NEAR TOP OF RISE.  30 FEET WEST OF CENTER
 EJ0536'LINE OF GRAVELED ROAD.  ACROSS ROAD FROM TELEPHONE LINE.  A 4 X 4 INCH
 EJ0536'CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 2.7 FEET AT 250 DEG
 EJ0536'MAGNETIC FROM BENCH MARK.  NOTE-- REMAINS OF THE WHITE WITNESS POST
 EJ0536'WERE FOUND AT THE SITE, BUT THE ROAD HAS BEEN PAVED AND WIDENED.
 EJ0536
 EJ0536                          STATION RECOVERY (1970)
 EJ0536
 EJ0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EJ0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0588 ***********************************************************************
 EJ0588  DESIGNATION -  S 251
 EJ0588  PID         -  EJ0588
 EJ0588  STATE/COUNTY-  AR/JEFFERSON
 EJ0588  USGS QUAD   -  WHITE HALL (1984)
 EJ0588
 EJ0588                         *CURRENT SURVEY CONTROL
 EJ0588  ___________________________________________________________________
 EJ0588* NAD 83(1986)-  34 19 58.     (N)    092 02 00.     (W)     SCALED    
 EJ0588* NAVD 88     -        66.141  (meters)     217.00   (feet)  ADJUSTED  
 EJ0588  ___________________________________________________________________
 EJ0588  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0588  DYNAMIC HT  -          66.078 (meters)     216.79  (feet)  COMP
 EJ0588  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 EJ0588
 EJ0588  VERT ORDER  -  SECOND    CLASS 0
 EJ0588
 EJ0588.The horizontal coordinates were scaled from a topographic map and have
 EJ0588.an estimated accuracy of +/- 6 seconds.
 EJ0588
 EJ0588.The orthometric height was determined by differential leveling
 EJ0588.and adjusted by the National Geodetic Survey in June 1991..
 EJ0588
 EJ0588.The geoid height was determined by GEOID03.
 EJ0588
 EJ0588.The dynamic height is computed by dividing the NAVD 88
 EJ0588.geopotential number by the normal gravity value computed on the
 EJ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0588.degrees latitude (g = 980.6199 gals.).
 EJ0588
 EJ0588.The modeled gravity was interpolated from observed gravity values.
 EJ0588
 EJ0588;                    North         East    Units  Estimated Accuracy
 EJ0588;SPC AR S     -   584,790.      396,930.      MT  (+/- 180 meters Scaled)
 EJ0588
 EJ0588                          SUPERSEDED SURVEY CONTROL
 EJ0588
 EJ0588  NGVD 29 (??/??/92)   66.174  (m)          217.11   (f) ADJ UNCH    2 0
 EJ0588
 EJ0588.Superseded values are not recommended for survey control.
 EJ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0588.See file dsdata.txt to determine how the superseded data were derived.
 EJ0588
 EJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT889994(NAD 83)
 EJ0588_MARKER: DB = BENCH MARK DISK
 EJ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0588_STAMPING: S 251 1940
 EJ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0588+STABILITY: SURFACE MOTION
 EJ0588
 EJ0588  HISTORY     - Date     Condition        Report By
 EJ0588  HISTORY     - 1940     MONUMENTED       CGS
 EJ0588  HISTORY     - 20030625 MARK NOT FOUND   USACE
 EJ0588
 EJ0588                          STATION DESCRIPTION
 EJ0588
 EJ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0588'2.9 MI S FROM WRIGHT.
 EJ0588'2.9 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0588'WRIGHT, JEFFERSON COUNTY, 3.5 MILES ALONG A DIRT COUNTY ROAD
 EJ0588'PARALLELING THE LEVEE, 1.7 MILES ALONG A GRAVEL ROAD, 0.2 MILE ALONG A
 EJ0588'DIRT ROAD PARALLELING THE LEVEE, AT THE TOE OF THE LEVEE, 62 YARDS
 EJ0588'NORTH OF A TENANT HOUSE ON THE M. H. PIPKIN FARM, 8 FEET NORTHWEST OF
 EJ0588'THE CENTERLINE OF THE ROAD, 1 FOOT NORTHWEST OF A FENCE, AND 3.5 FEET
 EJ0588'NORTHEAST OF A 4 BY 4 INCH WHITE POST PROJECTING 2 FEET ABOVE GROUND.
 EJ0588'A STANDARD DISK, STAMPED S 251 1940 AND SET IN THE TOP OF A CONCRETE
 EJ0588'POST PROJECTING 8 INCHES ABOVE GROUND.
 EJ0588
 EJ0588                          STATION RECOVERY (2003)
 EJ0588
 EJ0588'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0186 ***********************************************************************
 EJ0186  DESIGNATION -  S 252
 EJ0186  PID         -  EJ0186
 EJ0186  STATE/COUNTY-  AR/PULASKI
 EJ0186  USGS QUAD   -  WOODSON (1987)
 EJ0186
 EJ0186                         *CURRENT SURVEY CONTROL
 EJ0186  ___________________________________________________________________
 EJ0186* NAD 83(1986)-  34 36 41.     (N)    092 08 47.     (W)     SCALED    
 EJ0186* NAVD 88     -        71.507  (meters)     234.60   (feet)  ADJUSTED  
 EJ0186  ___________________________________________________________________
 EJ0186  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ0186  DYNAMIC HT  -          71.439 (meters)     234.38  (feet)  COMP
 EJ0186  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 EJ0186
 EJ0186  VERT ORDER  -  SECOND    CLASS 0
 EJ0186
 EJ0186.The horizontal coordinates were scaled from a topographic map and have
 EJ0186.an estimated accuracy of +/- 6 seconds.
 EJ0186
 EJ0186.The orthometric height was determined by differential leveling
 EJ0186.and adjusted by the National Geodetic Survey in June 1991..
 EJ0186
 EJ0186.The geoid height was determined by GEOID03.
 EJ0186
 EJ0186.The dynamic height is computed by dividing the NAVD 88
 EJ0186.geopotential number by the normal gravity value computed on the
 EJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0186.degrees latitude (g = 980.6199 gals.).
 EJ0186
 EJ0186.The modeled gravity was interpolated from observed gravity values.
 EJ0186
 EJ0186;                    North         East    Units  Estimated Accuracy
 EJ0186;SPC AR S     -   615,710.      386,570.      MT  (+/- 180 meters Scaled)
 EJ0186
 EJ0186                          SUPERSEDED SURVEY CONTROL
 EJ0186
 EJ0186  NGVD 29 (??/??/92)   71.544  (m)          234.72   (f) ADJ UNCH    2 0
 EJ0186
 EJ0186.Superseded values are not recommended for survey control.
 EJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0186.See file dsdata.txt to determine how the superseded data were derived.
 EJ0186
 EJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU782302(NAD 83)
 EJ0186_MARKER: DB = BENCH MARK DISK
 EJ0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0186_SP_SET: CULVERT
 EJ0186_STAMPING: S 252 1940
 EJ0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0186
 EJ0186  HISTORY     - Date     Condition        Report By
 EJ0186  HISTORY     - 1940     MONUMENTED       CGS
 EJ0186  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0186
 EJ0186                          STATION DESCRIPTION
 EJ0186
 EJ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0186'1.3 MI S FROM SCOTT.
 EJ0186'1.3 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM SCOTT, PULASKI COUNTY,
 EJ0186'1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO A SMALL WHITE CHURCH,
 EJ0186'0.5 MILE SOUTH ALONG A DIRT ROAD LEADING TO A LARGE GREEN HOUSE, 0.8
 EJ0186'MILE WEST ALONG A DIRT ROAD, 3.8 MILES SOUTH ALONG A ROAD PARALLELING
 EJ0186'THE LEVEE AND LEADING TO GEORGETOWN LANDING, 2.0 MILES WEST ALONG THE
 EJ0186'ROAD, AT A POINT WHERE THE ROAD LEAVES THE LEVEE, 50 FEET NORTH OF THE
 EJ0186'CENTERLINE OF THE LEVEE, AT A CULVERT UNDER THE LEVEE, AND IN THE TOP
 EJ0186'OF THE EAST END OF THE CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED S
 EJ0186'252 1940.
 EJ0186
 EJ0186                          STATION RECOVERY (1989)
 EJ0186
 EJ0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1097 ***********************************************************************
 FG1097  DESIGNATION -  S 253
 FG1097  PID         -  FG1097
 FG1097  STATE/COUNTY-  AR/LOGAN
 FG1097  USGS QUAD   -  DELAWARE (1993)
 FG1097
 FG1097                         *CURRENT SURVEY CONTROL
 FG1097  ___________________________________________________________________
 FG1097* NAD 83(1986)-  35 16 50.     (N)    093 20 59.     (W)     SCALED    
 FG1097* NAVD 88     -       127.652  (meters)     418.80   (feet)  ADJUSTED  
 FG1097  ___________________________________________________________________
 FG1097  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FG1097  DYNAMIC HT  -         127.530 (meters)     418.40  (feet)  COMP
 FG1097  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FG1097
 FG1097  VERT ORDER  -  SECOND    CLASS 0
 FG1097
 FG1097.The horizontal coordinates were scaled from a topographic map and have
 FG1097.an estimated accuracy of +/- 6 seconds.
 FG1097
 FG1097.The orthometric height was determined by differential leveling
 FG1097.and adjusted by the National Geodetic Survey in June 1991..
 FG1097
 FG1097.The geoid height was determined by GEOID03.
 FG1097
 FG1097.The dynamic height is computed by dividing the NAVD 88
 FG1097.geopotential number by the normal gravity value computed on the
 FG1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1097.degrees latitude (g = 980.6199 gals.).
 FG1097
 FG1097.The modeled gravity was interpolated from observed gravity values.
 FG1097
 FG1097;                    North         East    Units  Estimated Accuracy
 FG1097;SPC AR N     -   105,930.      277,220.      MT  (+/- 180 meters Scaled)
 FG1097
 FG1097                          SUPERSEDED SURVEY CONTROL
 FG1097
 FG1097  NGVD 29 (??/??/92)  127.631  (m)          418.74   (f) ADJ UNCH    2 0
 FG1097
 FG1097.Superseded values are not recommended for survey control.
 FG1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1097.See file dsdata.txt to determine how the superseded data were derived.
 FG1097
 FG1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV681042(NAD 83)
 FG1097_MARKER: DB = BENCH MARK DISK
 FG1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1097_STAMPING: S 253 1940
 FG1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1097+STABILITY: SURFACE MOTION
 FG1097
 FG1097  HISTORY     - Date     Condition        Report By
 FG1097  HISTORY     - 1940     MONUMENTED       CGS
 FG1097  HISTORY     - 1959     GOOD             NGS
 FG1097  HISTORY     - 1984     GOOD             NGS
 FG1097
 FG1097                          STATION DESCRIPTION
 FG1097
 FG1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1097'2.9 MI W FROM DELAWARE.
 FG1097'2.9 MILES WEST ALONG STATE HIGHWAY 22 FROM DELAWARE, 103 FEET
 FG1097'SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF A DIRT ROAD LEADING
 FG1097'DOWNHILL, 88 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET WEST
 FG1097'OF THE CENTERLINE OF THE DIRT ROAD, 23 FEET WEST OF A WIRE-FENCE
 FG1097'CORNER, 1.6 FEET NORTH OF THE WIRE FENCE, AND 4 FEET EAST OF A WHITE
 FG1097'WOODEN WITNESS POST.  1966 REPORT- IT IS ABOUT 90 FEET SOUTH OF THE
 FG1097'CENTER OF STATE HIGHWAY 22, 26 FEET WEST OF THE CENTER OF A GRAVELED
 FG1097'ROAD LEADING SOUTH, 1.5 FEET WEST OF A METAL WITNESS POST, AND THE
 FG1097'MARK PROJECTS 6 INCHES.
 FG1097
 FG1097                          STATION RECOVERY (1984)
 FG1097
 FG1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1221 ***********************************************************************
 FG1221  DESIGNATION -  S 254
 FG1221  PID         -  FG1221
 FG1221  STATE/COUNTY-  AR/LOGAN
 FG1221  USGS QUAD   -  SCRANTON (1993)
 FG1221
 FG1221                         *CURRENT SURVEY CONTROL
 FG1221  ___________________________________________________________________
 FG1221* NAD 83(1986)-  35 21 46.     (N)    093 36 46.     (W)     SCALED    
 FG1221* NAVD 88     -       113.320  (meters)     371.78   (feet)  ADJUSTED  
 FG1221  ___________________________________________________________________
 FG1221  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FG1221  DYNAMIC HT  -         113.213 (meters)     371.43  (feet)  COMP
 FG1221  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FG1221
 FG1221  VERT ORDER  -  SECOND    CLASS 0
 FG1221
 FG1221.The horizontal coordinates were scaled from a topographic map and have
 FG1221.an estimated accuracy of +/- 6 seconds.
 FG1221
 FG1221.The orthometric height was determined by differential leveling
 FG1221.and adjusted by the National Geodetic Survey in June 1991..
 FG1221
 FG1221.The geoid height was determined by GEOID03.
 FG1221
 FG1221.The dynamic height is computed by dividing the NAVD 88
 FG1221.geopotential number by the normal gravity value computed on the
 FG1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1221.degrees latitude (g = 980.6199 gals.).
 FG1221
 FG1221.The modeled gravity was interpolated from observed gravity values.
 FG1221
 FG1221;                    North         East    Units  Estimated Accuracy
 FG1221;SPC AR N     -   115,410.      253,440.      MT  (+/- 180 meters Scaled)
 FG1221
 FG1221                          SUPERSEDED SURVEY CONTROL
 FG1221
 FG1221  NGVD 29 (??/??/92)  113.282  (m)          371.66   (f) ADJ UNCH    2 0
 FG1221
 FG1221.Superseded values are not recommended for survey control.
 FG1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1221.See file dsdata.txt to determine how the superseded data were derived.
 FG1221
 FG1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV443134(NAD 83)
 FG1221_MARKER: DB = BENCH MARK DISK
 FG1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1221_STAMPING: S 254 1940
 FG1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1221+STABILITY: SURFACE MOTION
 FG1221
 FG1221  HISTORY     - Date     Condition        Report By
 FG1221  HISTORY     - 1940     MONUMENTED       CGS
 FG1221  HISTORY     - 1959     GOOD             NGS
 FG1221
 FG1221                          STATION DESCRIPTION
 FG1221
 FG1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1221'5.8 MI SW FROM MORRISON BLUFF.
 FG1221'THE MARK IS LOCATED ON THE WEST SIDE OF A NORTH-SOUTH ROAD, 0.25 MILE
 FG1221'SOUTH OF A T-INTERSECTION AND 120 FEET NORTHEAST OF NORTHEAST CORNER
 FG1221'OF FARMHOUSE.  PART OF THE ORIGINAL ROAD LEADING TO THIS MARK FROM
 FG1221'MORRISON BLUFF HAS BEEN ABANDONED.  0.4 MILE SOUTH ALONG A GRAVEL ROAD
 FG1221'FROM MORRISON BLUFF, THENCE 1.6 MILES WEST ALONG A DIRT ROAD, THENCE
 FG1221'0.2 MILE SOUTH AND 3.0 MILES WEST TO A FORK IN THE ROAD, AND THENCE
 FG1221'0.6 MILE NORTHWEST.  AT THE NORTH END OF A CURVE IN THE ROAD, 120 FEET
 FG1221'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 18 FEET WEST OF THE
 FG1221'CENTERLINE OF THE ROAD, 5 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET
 FG1221'SOUTH OF THE FENCE, AND 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0194 ***********************************************************************
 FH0194  DESIGNATION -  S 256
 FH0194  PID         -  FH0194
 FH0194  STATE/COUNTY-  AR/SEBASTIAN
 FH0194  USGS QUAD   -  LAVACA (1997)
 FH0194
 FH0194                         *CURRENT SURVEY CONTROL
 FH0194  ___________________________________________________________________
 FH0194* NAD 83(1986)-  35 20 14.     (N)    094 09 27.     (W)     SCALED    
 FH0194* NAVD 88     -       130.454  (meters)     428.00   (feet)  ADJUSTED  
 FH0194  ___________________________________________________________________
 FH0194  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FH0194  DYNAMIC HT  -         130.332 (meters)     427.60  (feet)  COMP
 FH0194  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 FH0194
 FH0194  VERT ORDER  -  SECOND    CLASS 0
 FH0194
 FH0194.The horizontal coordinates were scaled from a topographic map and have
 FH0194.an estimated accuracy of +/- 6 seconds.
 FH0194
 FH0194.The orthometric height was determined by differential leveling
 FH0194.and adjusted by the National Geodetic Survey in June 1991..
 FH0194
 FH0194.The geoid height was determined by GEOID03.
 FH0194
 FH0194.The dynamic height is computed by dividing the NAVD 88
 FH0194.geopotential number by the normal gravity value computed on the
 FH0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0194.degrees latitude (g = 980.6199 gals.).
 FH0194
 FH0194.The modeled gravity was interpolated from observed gravity values.
 FH0194
 FH0194;                    North         East    Units  Estimated Accuracy
 FH0194;SPC AR N     -   113,520.      203,880.      MT  (+/- 180 meters Scaled)
 FH0194
 FH0194                          SUPERSEDED SURVEY CONTROL
 FH0194
 FH0194  NGVD 29 (??/??/92)  130.356  (m)          427.68   (f) ADJ UNCH    2 0
 FH0194
 FH0194.Superseded values are not recommended for survey control.
 FH0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0194.See file dsdata.txt to determine how the superseded data were derived.
 FH0194
 FH0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV948110(NAD 83)
 FH0194_MARKER: DB = BENCH MARK DISK
 FH0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0194_STAMPING: S 256 1940
 FH0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0194+STABILITY: SURFACE MOTION
 FH0194
 FH0194  HISTORY     - Date     Condition        Report By
 FH0194  HISTORY     - 1940     MONUMENTED       CGS
 FH0194  HISTORY     - 1959     GOOD             NGS
 FH0194  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0194
 FH0194                          STATION DESCRIPTION
 FH0194
 FH0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0194'1 MI E FROM LAVACA.
 FH0194'1.0 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FH0194'STATION AT LAVACA, 0.1 MILE EAST OF A DIRT-ROAD CROSSING, 0.1
 FH0194'MILE EAST OF MILEPOST 527, 190 FEET SOUTHWEST OF A TWO-STORY
 FH0194'FARMHOUSE, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, 4 FEET
 FH0194'WEST OF THE THIRD POLE EAST OF MILEPOST 527, AND 2.8 FEET EAST OF
 FH0194'A WHITE WOODEN WITNESS POST.
 FH0194
 FH0194                          STATION RECOVERY (1984)
 FH0194
 FH0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0194'SEARCHED FOR BUT NOT RECOVERED, RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1127 ***********************************************************************
 DL1127  DESIGNATION -  S 258
 DL1127  PID         -  DL1127
 DL1127  STATE/COUNTY-  AR/MILLER
 DL1127  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1127
 DL1127                         *CURRENT SURVEY CONTROL
 DL1127  ___________________________________________________________________
 DL1127* NAD 83(1986)-  33 10 48.     (N)    093 46 42.     (W)     SCALED    
 DL1127* NAVD 88     -        64.703  (meters)     212.28   (feet)  ADJUSTED  
 DL1127  ___________________________________________________________________
 DL1127  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1127  DYNAMIC HT  -          64.632 (meters)     212.05  (feet)  COMP
 DL1127  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 DL1127
 DL1127  VERT ORDER  -  FIRST     CLASS I
 DL1127
 DL1127.The horizontal coordinates were scaled from a topographic map and have
 DL1127.an estimated accuracy of +/- 6 seconds.
 DL1127
 DL1127.The orthometric height was determined by differential leveling
 DL1127.and adjusted by the National Geodetic Survey in June 1991..
 DL1127
 DL1127.The geoid height was determined by GEOID03.
 DL1127
 DL1127.The dynamic height is computed by dividing the NAVD 88
 DL1127.geopotential number by the normal gravity value computed on the
 DL1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1127.degrees latitude (g = 980.6199 gals.).
 DL1127
 DL1127.The modeled gravity was interpolated from observed gravity values.
 DL1127
 DL1127;                    North         East    Units  Estimated Accuracy
 DL1127;SPC AR S     -   458,380.      234,150.      MT  (+/- 180 meters Scaled)
 DL1127
 DL1127                          SUPERSEDED SURVEY CONTROL
 DL1127
 DL1127  NGVD 29 (??/??/??)   64.730  (m)          212.37   (f) ADJUSTED    1 1
 DL1127
 DL1127.Superseded values are not recommended for survey control.
 DL1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1127.See file dsdata.txt to determine how the superseded data were derived.
 DL1127
 DL1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS274715(NAD 83)
 DL1127_MARKER: DB = BENCH MARK DISK
 DL1127_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1127+WITH SETTING: INTO GROUND
 DL1127_SP_SET: METAL ROD WITH BASE PLATE
 DL1127_STAMPING: S 258 1977
 DL1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1127+STABILITY: SURFACE MOTION
 DL1127
 DL1127  HISTORY     - Date     Condition        Report By
 DL1127  HISTORY     - 1977     MONUMENTED       NGS
 DL1127
 DL1127                          STATION DESCRIPTION
 DL1127
 DL1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1127'20.0 MI SW FROM GARLAND.
 DL1127'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1127'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1127'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1127'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO A
 DL1127'T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG A GRAVEL ROAD
 DL1127'TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG GRAVEL ROAD TO A
 DL1127'T JUNCTION, THENCE 3.7 EAST AND SOUTHERLY ALONG GRAVEL ROAD TO
 DL1127'A T JUNCTION, THENCE 5.7 MILES SOUTH AND SOUTHWEST ALONG GRAVEL
 DL1127'ROAD TO A ROAD THROUGH FIELD, 23 FEET SOUTH OF CENTER OF ROAD,
 DL1127'16 FEET NORTHEAST OF CENTER OF METAL CATTLE GUARD AND ROAD
 DL1127'LEADING SOUTH ACROSS FIELD, AND 2 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1103 ***********************************************************************
 DL1103  DESIGNATION -  S 259
 DL1103  PID         -  DL1103
 DL1103  STATE/COUNTY-  AR/MILLER
 DL1103  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1103
 DL1103                         *CURRENT SURVEY CONTROL
 DL1103  ___________________________________________________________________
 DL1103* NAD 83(1986)-  33 04 01.     (N)    093 51 26.     (W)     SCALED    
 DL1103* NAVD 88     -       103.110  (meters)     338.29   (feet)  ADJUSTED  
 DL1103  ___________________________________________________________________
 DL1103  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DL1103  DYNAMIC HT  -         102.997 (meters)     337.92  (feet)  COMP
 DL1103  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 DL1103
 DL1103  VERT ORDER  -  FIRST     CLASS I
 DL1103
 DL1103.The horizontal coordinates were scaled from a topographic map and have
 DL1103.an estimated accuracy of +/- 6 seconds.
 DL1103
 DL1103.The orthometric height was determined by differential leveling
 DL1103.and adjusted by the National Geodetic Survey in June 1991..
 DL1103
 DL1103.The geoid height was determined by GEOID03.
 DL1103
 DL1103.The dynamic height is computed by dividing the NAVD 88
 DL1103.geopotential number by the normal gravity value computed on the
 DL1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1103.degrees latitude (g = 980.6199 gals.).
 DL1103
 DL1103.The modeled gravity was interpolated from observed gravity values.
 DL1103
 DL1103;                    North         East    Units  Estimated Accuracy
 DL1103;SPC AR S     -   445,970.      226,570.      MT  (+/- 180 meters Scaled)
 DL1103
 DL1103                          SUPERSEDED SURVEY CONTROL
 DL1103
 DL1103  NGVD 29 (??/??/??)  103.145  (m)          338.40   (f) ADJUSTED    1 1
 DL1103
 DL1103.Superseded values are not recommended for survey control.
 DL1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1103.See file dsdata.txt to determine how the superseded data were derived.
 DL1103
 DL1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS199590(NAD 83)
 DL1103_MARKER: DB = BENCH MARK DISK
 DL1103_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1103+WITH SETTING: INTO GROUND
 DL1103_SP_SET: METAL ROD WITH BASE PLATE
 DL1103_STAMPING: S 259 1977
 DL1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1103+STABILITY: SURFACE MOTION
 DL1103
 DL1103  HISTORY     - Date     Condition        Report By
 DL1103  HISTORY     - 1977     MONUMENTED       NGS
 DL1103
 DL1103                          STATION DESCRIPTION
 DL1103
 DL1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1103'4.0 MI SE FROM DODDRIDGE.
 DL1103'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1103'U.S. HIGHWAY 71 AT DODDRIDGE TO A FORK, THENCE 0.2 MILE SOUTH
 DL1103'TO A FORK, THENCE 0.6 MILE SOUTH TO A ROAD LEADING WEST, CONTINUE
 DL1103'SOUTHEAST FOR 1.1 MILES TO TOP OF HILL, 38 FEET EAST OF CENTER
 DL1103'OF ROAD, 20 FEET SOUTH OF A 2 FOOT DIAMETER OAK TREE WITH A
 DL1103'TRIANGLE BLAZE ON THE WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0065 ***********************************************************************
 GG0065  DESIGNATION -  S 26
 GG0065  PID         -  GG0065
 GG0065  STATE/COUNTY-  AR/BENTON
 GG0065  USGS QUAD   -  ROGERS (1976)
 GG0065
 GG0065                         *CURRENT SURVEY CONTROL
 GG0065  ___________________________________________________________________
 GG0065* NAD 83(1986)-  36 19 40.     (N)    094 07 01.     (W)     SCALED    
 GG0065* NAVD 88     -       424.539  (meters)    1392.84   (feet)  ADJUSTED  
 GG0065  ___________________________________________________________________
 GG0065  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GG0065  DYNAMIC HT  -         424.162 (meters)    1391.60  (feet)  COMP
 GG0065  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 GG0065
 GG0065  VERT ORDER  -  FIRST     CLASS II
 GG0065
 GG0065.The horizontal coordinates were scaled from a topographic map and have
 GG0065.an estimated accuracy of +/- 6 seconds.
 GG0065
 GG0065.The orthometric height was determined by differential leveling
 GG0065.and adjusted by the National Geodetic Survey in June 1991..
 GG0065
 GG0065.The geoid height was determined by GEOID03.
 GG0065
 GG0065.The dynamic height is computed by dividing the NAVD 88
 GG0065.geopotential number by the normal gravity value computed on the
 GG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0065.degrees latitude (g = 980.6199 gals.).
 GG0065
 GG0065.The modeled gravity was interpolated from observed gravity values.
 GG0065
 GG0065;                    North         East    Units  Estimated Accuracy
 GG0065;SPC AR N     -   223,320.      209,930.      MT  (+/- 180 meters Scaled)
 GG0065
 GG0065                          SUPERSEDED SURVEY CONTROL
 GG0065
 GG0065  NGVD 29 (??/??/92)  424.393  (m)         1392.36   (f) ADJ UNCH    1 2
 GG0065
 GG0065.Superseded values are not recommended for survey control.
 GG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0065.See file dsdata.txt to determine how the superseded data were derived.
 GG0065
 GG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA997208(NAD 83)
 GG0065_MARKER: DB = BENCH MARK DISK
 GG0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0065_SP_SET: WALL
 GG0065_STAMPING: 1392.363 S 26 1932
 GG0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0065
 GG0065  HISTORY     - Date     Condition        Report By
 GG0065  HISTORY     - 1932     MONUMENTED       CGS
 GG0065  HISTORY     - 1961     GOOD             NGS
 GG0065  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0065
 GG0065                          STATION DESCRIPTION
 GG0065
 GG0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0065'AT ROGERS.
 GG0065'AT ROGERS, BENTON COUNTY, AT THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0065'STATION, IN THE BRICKWALL FACING THE TRACK, 1 FOOT NORTH OF THE
 GG0065'WAITING-ROOM DOOR, AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK,
 GG0065'STAMPED 1392.363 S 26 1932 AND SET VERTICALLY.
 GG0065
 GG0065                          STATION RECOVERY (1989)
 GG0065
 GG0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0065'THE OLD RAILROAD STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1163 ***********************************************************************
 DL1163  DESIGNATION -  S 260
 DL1163  PID         -  DL1163
 DL1163  STATE/COUNTY-  AR/MILLER
 DL1163  USGS QUAD   -  BOYD HILL (1975)
 DL1163
 DL1163                         *CURRENT SURVEY CONTROL
 DL1163  ___________________________________________________________________
 DL1163* NAD 83(1986)-  33 29 53.     (N)    093 44 35.     (W)     SCALED    
 DL1163* NAVD 88     -        74.259  (meters)     243.63   (feet)  ADJUSTED  
 DL1163  ___________________________________________________________________
 DL1163  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL1163  DYNAMIC HT  -          74.181 (meters)     243.38  (feet)  COMP
 DL1163  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 DL1163
 DL1163  VERT ORDER  -  FIRST     CLASS I
 DL1163
 DL1163.The horizontal coordinates were scaled from a topographic map and have
 DL1163.an estimated accuracy of +/- 6 seconds.
 DL1163
 DL1163.The orthometric height was determined by differential leveling
 DL1163.and adjusted by the National Geodetic Survey in June 1991..
 DL1163
 DL1163.The geoid height was determined by GEOID03.
 DL1163
 DL1163.The dynamic height is computed by dividing the NAVD 88
 DL1163.geopotential number by the normal gravity value computed on the
 DL1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1163.degrees latitude (g = 980.6199 gals.).
 DL1163
 DL1163.The modeled gravity was interpolated from observed gravity values.
 DL1163
 DL1163;                    North         East    Units  Estimated Accuracy
 DL1163;SPC AR S     -   493,590.      238,040.      MT  (+/- 180 meters Scaled)
 DL1163
 DL1163                          SUPERSEDED SURVEY CONTROL
 DL1163
 DL1163  NGVD 29 (??/??/??)   74.277  (m)          243.69   (f) ADJUSTED    1 1
 DL1163
 DL1163.Superseded values are not recommended for survey control.
 DL1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1163.See file dsdata.txt to determine how the superseded data were derived.
 DL1163
 DL1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT309067(NAD 83)
 DL1163_MARKER: DB = BENCH MARK DISK
 DL1163_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1163+WITH SETTING: INTO GROUND
 DL1163_SP_SET: METAL ROD WITH BASE PLATE
 DL1163_STAMPING: S 260 1977
 DL1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1163+STABILITY: SURFACE MOTION
 DL1163
 DL1163  HISTORY     - Date     Condition        Report By
 DL1163  HISTORY     - 1977     MONUMENTED       NGS
 DL1163
 DL1163                          STATION DESCRIPTION
 DL1163
 DL1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1163'7.1 MI NORTH FROM BECK.
 DL1163'1.3 MILES NORTH ON STATE HIGHWAY 296 FROM THE JUNCTION OF US HIGHWAY
 DL1163'82, THENCE 5.8 MILES NORTH ALONG THE LEVEE TO AN OFF RAMP AND A GATE
 DL1163'LEADING TO THE ROAD, 40 FEET SOUTHWEST OF THE CENTER OF THE TOP OF
 DL1163'THE LEVEE, 19 FEET NORTHEAST OF THE CENTER OF THE ROAD AT THE TOE
 DL1163'OF THE LEVEE, 17 FEET WEST OF THE CNTER OF A GATE AT THE OFF RAMP,
 DL1163'2 FEET NORTH OF A FENCE CORNER AT THE TOE OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1185 ***********************************************************************
 DL1185  DESIGNATION -  S 261
 DL1185  PID         -  DL1185
 DL1185  STATE/COUNTY-  AR/MILLER
 DL1185  USGS QUAD   -  HOMAN (1975)
 DL1185
 DL1185                         *CURRENT SURVEY CONTROL
 DL1185  ___________________________________________________________________
 DL1185* NAD 83(1986)-  33 33 00.     (N)    093 56 01.     (W)     SCALED    
 DL1185* NAVD 88     -        79.967  (meters)     262.36   (feet)  ADJUSTED  
 DL1185  ___________________________________________________________________
 DL1185  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DL1185  DYNAMIC HT  -          79.883 (meters)     262.08  (feet)  COMP
 DL1185  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 DL1185
 DL1185  VERT ORDER  -  FIRST     CLASS I
 DL1185
 DL1185.The horizontal coordinates were scaled from a topographic map and have
 DL1185.an estimated accuracy of +/- 6 seconds.
 DL1185
 DL1185.The orthometric height was determined by differential leveling
 DL1185.and adjusted by the National Geodetic Survey in June 1991..
 DL1185
 DL1185.The geoid height was determined by GEOID03.
 DL1185
 DL1185.The dynamic height is computed by dividing the NAVD 88
 DL1185.geopotential number by the normal gravity value computed on the
 DL1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1185.degrees latitude (g = 980.6199 gals.).
 DL1185
 DL1185.The modeled gravity was interpolated from observed gravity values.
 DL1185
 DL1185;                    North         East    Units  Estimated Accuracy
 DL1185;SPC AR S     -   499,670.      220,450.      MT  (+/- 180 meters Scaled)
 DL1185
 DL1185                          SUPERSEDED SURVEY CONTROL
 DL1185
 DL1185  NGVD 29 (??/??/??)   79.981  (m)          262.40   (f) ADJUSTED    1 1
 DL1185
 DL1185.Superseded values are not recommended for survey control.
 DL1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1185.See file dsdata.txt to determine how the superseded data were derived.
 DL1185
 DL1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT133126(NAD 83)
 DL1185_MARKER: DB = BENCH MARK DISK
 DL1185_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1185+WITH SETTING: INTO GROUND
 DL1185_SP_SET: METAL ROD WITH BASE PLATE
 DL1185_STAMPING: S 261 1977
 DL1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1185+STABILITY: SURFACE MOTION
 DL1185
 DL1185  HISTORY     - Date     Condition        Report By
 DL1185  HISTORY     - 1977     MONUMENTED       NGS
 DL1185
 DL1185                          STATION DESCRIPTION
 DL1185
 DL1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1185'11.6 MI NW FROM FULTON.
 DL1185'1.8 MILES SOUTHWEST ALONG INTERSTATE 30 TO THE LEVEE, FROM THE WEST
 DL1185'END OF THE BRIDGE OVER RED RIVER, THENCE 1.1 MILES SOUTHWEST ALONG
 DL1185'THE LEVEE, THENCE 0.1 MILE SOUTHEAST TO US HIGHWAY 67, THENCE 6.4
 DL1185'MILES SOUTHWEST ON HIGHWAY 67 TO A ASPHALT ROAD LEADING NORTHWEST
 DL1185'TO A BRIDGE OVER INTERSTATE 30, THENCE 2.2 MILES NORTHWEST ON THE
 DL1185'ASPHALT AND GRAVEL ROAD TO A METAL GATE AT THE TOE OF THE LEVEE,
 DL1185'70 FEET WEST OF THE WEST CORNER OF A HOUSE, 38 FEET SOUTHWEST OF A
 DL1185'FENCE CORNER, 15 FEET NORTHEAST OF THE CENTER OF A METAL GATE, 2
 DL1185'FEET SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0012 ***********************************************************************
 FH0012  DESIGNATION -  S 27
 FH0012  PID         -  FH0012
 FH0012  STATE/COUNTY-  AR/WASHINGTON
 FH0012  USGS QUAD   -  BRENTWOOD (1983)
 FH0012
 FH0012                         *CURRENT SURVEY CONTROL
 FH0012  ___________________________________________________________________
 FH0012* NAD 83(1986)-  35 50 58.     (N)    094 06 24.     (W)     SCALED    
 FH0012* NAVD 88     -       462.267  (meters)    1516.62   (feet)  ADJUSTED  
 FH0012  ___________________________________________________________________
 FH0012  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH0012  DYNAMIC HT  -         461.832 (meters)    1515.19  (feet)  COMP
 FH0012  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 FH0012
 FH0012  VERT ORDER  -  FIRST     CLASS II
 FH0012
 FH0012.The horizontal coordinates were scaled from a topographic map and have
 FH0012.an estimated accuracy of +/- 6 seconds.
 FH0012
 FH0012.The orthometric height was determined by differential leveling
 FH0012.and adjusted by the National Geodetic Survey in June 1991..
 FH0012.WARNING-Repeat measurements at this control monument indicate possible
 FH0012.vertical movement.
 FH0012
 FH0012.The geoid height was determined by GEOID03.
 FH0012
 FH0012.The dynamic height is computed by dividing the NAVD 88
 FH0012.geopotential number by the normal gravity value computed on the
 FH0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0012.degrees latitude (g = 980.6199 gals.).
 FH0012
 FH0012.The modeled gravity was interpolated from observed gravity values.
 FH0012
 FH0012;                    North         East    Units  Estimated Accuracy
 FH0012;SPC AR N     -   170,240.      209,720.      MT  (+/- 180 meters Scaled)
 FH0012
 FH0012                          SUPERSEDED SURVEY CONTROL
 FH0012
 FH0012  NGVD 29 (??/??/92)  462.108  (m)         1516.10   (f) ADJ UNCH    1 2
 FH0012
 FH0012.Superseded values are not recommended for survey control.
 FH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0012.See file dsdata.txt to determine how the superseded data were derived.
 FH0012
 FH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV000678(NAD 83)
 FH0012_MARKER: DB = BENCH MARK DISK
 FH0012_SETTING: 80 = SET IN A BOULDER
 FH0012_SP_SET: BOULDER
 FH0012_STAMPING: 1516.050 S 27 1932
 FH0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0012+STABILITY: SURFACE MOTION
 FH0012
 FH0012  HISTORY     - Date     Condition        Report By
 FH0012  HISTORY     - 1932     MONUMENTED       CGS
 FH0012  HISTORY     - 1960     GOOD             NGS
 FH0012
 FH0012                          STATION DESCRIPTION
 FH0012
 FH0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0012'0.8 MI S FROM BRENTWOOD.
 FH0012'0.8 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0012'BRENTWOOD, WASHINGTON COUNTY, 5 FEET NORTH OF POLE 370+36, 50
 FH0012'FEET NORTHWEST OF THE TRACK, 1 FOOT EAST OF A FENCE PARALLELING
 FH0012'THE TRACK, AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED
 FH0012'1516.050 S 27 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0161 ***********************************************************************
 FH0161  DESIGNATION -  S 28 A
 FH0161  PID         -  FH0161
 FH0161  STATE/COUNTY-  AR/CRAWFORD
 FH0161  USGS QUAD   -  VAN BUREN (1997)
 FH0161
 FH0161                         *CURRENT SURVEY CONTROL
 FH0161  ___________________________________________________________________
 FH0161* NAD 83(1986)-  35 25 47.     (N)    094 21 11.     (W)     SCALED    
 FH0161* NAVD 88     -       124.228  (meters)     407.57   (feet)  ADJUSTED  
 FH0161  ___________________________________________________________________
 FH0161  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FH0161  DYNAMIC HT  -         124.111 (meters)     407.19  (feet)  COMP
 FH0161  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FH0161
 FH0161  VERT ORDER  -  FIRST     CLASS II
 FH0161
 FH0161.The horizontal coordinates were scaled from a topographic map and have
 FH0161.an estimated accuracy of +/- 6 seconds.
 FH0161
 FH0161.The orthometric height was determined by differential leveling
 FH0161.and adjusted by the National Geodetic Survey in June 1991..
 FH0161
 FH0161.The geoid height was determined by GEOID03.
 FH0161
 FH0161.The dynamic height is computed by dividing the NAVD 88
 FH0161.geopotential number by the normal gravity value computed on the
 FH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0161.degrees latitude (g = 980.6199 gals.).
 FH0161
 FH0161.The modeled gravity was interpolated from observed gravity values.
 FH0161
 FH0161;                    North         East    Units  Estimated Accuracy
 FH0161;SPC AR N     -   124,190.      186,360.      MT  (+/- 180 meters Scaled)
 FH0161
 FH0161                          SUPERSEDED SURVEY CONTROL
 FH0161
 FH0161  NGVD 29 (10/05/93)  124.137  (m)          407.27   (f) ADJUSTED    1 2
 FH0161
 FH0161.Superseded values are not recommended for survey control.
 FH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0161.See file dsdata.txt to determine how the superseded data were derived.
 FH0161
 FH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV771215(NAD 83)
 FH0161_MARKER: DD = SURVEY DISK
 FH0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0161_SP_SET: CONCRETE POST
 FH0161_STAMPING: U.S.C.E.-BM-S-28 A 1968
 FH0161_MARK LOGO: USE   
 FH0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0161+STABILITY: SURFACE MOTION
 FH0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0161+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2003
 FH0161
 FH0161  HISTORY     - Date     Condition        Report By
 FH0161  HISTORY     - 1968     MONUMENTED       DOD
 FH0161  HISTORY     - 19891102 GOOD             NGS
 FH0161  HISTORY     - 20031202 GOOD             ARHD
 FH0161
 FH0161                          STATION DESCRIPTION
 FH0161
 FH0161'DESCRIBED BY US DEPARTMENT OF DEFENSE 1968
 FH0161'AT VAN BUREN.
 FH0161'LOCATED 0.1 MILE SOUTH OF BROADWAY STREET BRIDGE OVER THE
 FH0161'ARKANSAS RIVER, NEAR THE INTERSECTION OF 2ND STREET AND VINE
 FH0161'STREET.  IT IS 16.5 FEET EAST OF A TELEGRAPH POLE WITH WIRES
 FH0161'LEADING TO AN ELECTRICAL BOX ON THE RAILROAD, 13 FEET NORTH OF
 FH0161'THE NORTH RAIL OF THE MISSOURI PACIFIC RIALROAD TRACKS (MAIN
 FH0161'LINE), 4 FEET NORTH OF THE ELECTRICAL BOX FOR THE SWITCH, 20
 FH0161'FEET SOUTH OF 2ND STREET, 115 FEET EAST OF THE CENTER OF VINE
 FH0161'STREET AND ACROSS THE TRACKS AND NORTH OF THE ARKANSAS SAND AND
 FH0161'GRAVEL CO.  IT IS A STANDARD CORPS OF ENGINEERS DISK SET IN THE
 FH0161'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND 1 FOOT EAST OF
 FH0161'A METAL WITNESS POST.  NOTE-- THIS MARK WAS SET TO REPLACE
 FH0161'C AND GS MARK S 28.
 FH0161
 FH0161                          STATION RECOVERY (1989)
 FH0161
 FH0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0161'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN VAN
 FH0161'BUREN, AT THE INTERSECTION OF 2ND AND VINE STREETS, 36.0 M (118.1 FT)
 FH0161'EAST OF THE EXTENDED CENTER OF VINE STREET, 6.5 M (21.3 FT) SOUTH OF
 FH0161'THE EXTENDED CENTER OF 2ND STREET, 4.0 M (13.1 FT) NORTH OF THE NEAR
 FH0161'RAIL OF THE UNION PACIFIC RAILROAD, 0.3 M (1.0 FT) EAST OF A METAL
 FH0161'WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, AND IN TOP
 FH0161'OF A CONCRETE MONUMENT THAT IS 0.2 M (0.7 FT) BELOW THE GROUND
 FH0161'SURFACE.
 FH0161
 FH0161                          STATION RECOVERY (2003)
 FH0161
 FH0161'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 FH0161'LAT = 35 25 47.5028
 FH0161'LON = 94 21 10.66185
 FH0161'OBTAINED LAT/LON BY RTK METHODS FROM STATIC CONTROL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1626 ***********************************************************************
 EJ1626  DESIGNATION -  S 287
 EJ1626  PID         -  EJ1626
 EJ1626  STATE/COUNTY-  AR/PULASKI
 EJ1626  USGS QUAD   -  WOODSON (1987)
 EJ1626
 EJ1626                         *CURRENT SURVEY CONTROL
 EJ1626  ___________________________________________________________________
 EJ1626* NAD 83(1986)-  34 32 18.     (N)    092 11 52.     (W)     SCALED    
 EJ1626* NAVD 88     -        70.195  (meters)     230.30   (feet)  ADJUSTED  
 EJ1626  ___________________________________________________________________
 EJ1626  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EJ1626  DYNAMIC HT  -          70.128 (meters)     230.08  (feet)  COMP
 EJ1626  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 EJ1626
 EJ1626  VERT ORDER  -  FIRST     CLASS II
 EJ1626
 EJ1626.The horizontal coordinates were scaled from a topographic map and have
 EJ1626.an estimated accuracy of +/- 6 seconds.
 EJ1626
 EJ1626.The orthometric height was determined by differential leveling
 EJ1626.and adjusted by the National Geodetic Survey in June 1991..
 EJ1626
 EJ1626.The geoid height was determined by GEOID03.
 EJ1626
 EJ1626.The dynamic height is computed by dividing the NAVD 88
 EJ1626.geopotential number by the normal gravity value computed on the
 EJ1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1626.degrees latitude (g = 980.6199 gals.).
 EJ1626
 EJ1626.The modeled gravity was interpolated from observed gravity values.
 EJ1626
 EJ1626;                    North         East    Units  Estimated Accuracy
 EJ1626;SPC AR S     -   607,610.      381,850.      MT  (+/- 180 meters Scaled)
 EJ1626
 EJ1626                          SUPERSEDED SURVEY CONTROL
 EJ1626
 EJ1626.No superseded survey control is available for this station.
 EJ1626
 EJ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU736221(NAD 83)
 EJ1626_MARKER: I = METAL ROD
 EJ1626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1626_SP_SET: STAINLESS STEEL ROD
 EJ1626_STAMPING: S 287 1984
 EJ1626_MARK LOGO: NGS   
 EJ1626_PROJECTION: FLUSH
 EJ1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1626_ROD/PIPE-DEPTH: 20.7 meters
 EJ1626
 EJ1626  HISTORY     - Date     Condition        Report By
 EJ1626  HISTORY     - 1984     MONUMENTED       NGS
 EJ1626  HISTORY     - 1988     GOOD             USPSQD
 EJ1626  HISTORY     - 1989     GOOD             USPSQD
 EJ1626  HISTORY     - 1989     GOOD             USPSQD
 EJ1626  HISTORY     - 1990     GOOD             USPSQD
 EJ1626  HISTORY     - 1990     GOOD             USPSQD
 EJ1626
 EJ1626                          STATION DESCRIPTION
 EJ1626
 EJ1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1626'1.7 KM (1.05 MI) NORTH FROM WOODSON.
 EJ1626'1.7 KM (1.05 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1626'WOODSON, AT THE NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND THE CASE
 EJ1626'CONSTRUCTION COMPANY INC. BUILDING, 9.08 METERS (29.8 FT)
 EJ1626'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.50 METERS
 EJ1626'(11.5 FT) SOUTH-SOUTHWEST OF THE CORNER FENCE POST OF THE CHAIN LINK
 EJ1626'FENCE, 11.64 METERS (38.2 FT) NORTH-NORTHEAST OF THE CENTER OF A
 EJ1626'DOUBLE METAL PIPE GATE WITH BARBWIRE, AND 0.18 METERS (0.6 FT)
 EJ1626'EAST-SOUTHEAST OF THE FENCE.  NOTE, THE ROD WAS ANCHORED AT THIS
 EJ1626'DEPTH.
 EJ1626'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EJ1626'THE MARK IS 0.15 M BELOW HIGHWAY.
 EJ1626
 EJ1626                          STATION RECOVERY (1988)
 EJ1626
 EJ1626'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1626'RECOVERED IN GOOD CONDITION.
 EJ1626
 EJ1626                          STATION RECOVERY (1989)
 EJ1626
 EJ1626'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1626'RECOVERED IN GOOD CONDITION.
 EJ1626
 EJ1626                          STATION RECOVERY (1989)
 EJ1626
 EJ1626'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1626'RECOVERED IN GOOD CONDITION.
 EJ1626
 EJ1626                          STATION RECOVERY (1990)
 EJ1626
 EJ1626'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1626'RECOVERED IN GOOD CONDITION.
 EJ1626
 EJ1626                          STATION RECOVERY (1990)
 EJ1626
 EJ1626'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1656 ***********************************************************************
 EJ1656  DESIGNATION -  S 288
 EJ1656  PID         -  EJ1656
 EJ1656  STATE/COUNTY-  AR/JEFFERSON
 EJ1656  USGS QUAD   -  PINE BLUFF (1984)
 EJ1656
 EJ1656                         *CURRENT SURVEY CONTROL
 EJ1656  ___________________________________________________________________
 EJ1656* NAD 83(1986)-  34 13 24.     (N)    092 01 56.     (W)     SCALED    
 EJ1656* NAVD 88     -        69.600  (meters)     228.35   (feet)  ADJUSTED  
 EJ1656  ___________________________________________________________________
 EJ1656  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ1656  DYNAMIC HT  -          69.533 (meters)     228.13  (feet)  COMP
 EJ1656  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EJ1656
 EJ1656  VERT ORDER  -  FIRST     CLASS II
 EJ1656
 EJ1656.The horizontal coordinates were scaled from a topographic map and have
 EJ1656.an estimated accuracy of +/- 6 seconds.
 EJ1656
 EJ1656.The orthometric height was determined by differential leveling
 EJ1656.and adjusted by the National Geodetic Survey in June 1991..
 EJ1656
 EJ1656.The geoid height was determined by GEOID03.
 EJ1656
 EJ1656.The dynamic height is computed by dividing the NAVD 88
 EJ1656.geopotential number by the normal gravity value computed on the
 EJ1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1656.degrees latitude (g = 980.6199 gals.).
 EJ1656
 EJ1656.The modeled gravity was interpolated from observed gravity values.
 EJ1656
 EJ1656;                    North         East    Units  Estimated Accuracy
 EJ1656;SPC AR S     -   572,650.      397,030.      MT  (+/- 180 meters Scaled)
 EJ1656
 EJ1656                          SUPERSEDED SURVEY CONTROL
 EJ1656
 EJ1656.No superseded survey control is available for this station.
 EJ1656
 EJ1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT891873(NAD 83)
 EJ1656_MARKER: I = METAL ROD
 EJ1656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1656_SP_SET: STAINLESS STEEL ROD
 EJ1656_STAMPING: S 288 1984
 EJ1656_MARK LOGO: NGS   
 EJ1656_PROJECTION: RECESSED 2 CENTIMETERS
 EJ1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1656_ROD/PIPE-DEPTH: 11.0 meters
 EJ1656
 EJ1656  HISTORY     - Date     Condition        Report By
 EJ1656  HISTORY     - 1984     MONUMENTED       NGS
 EJ1656  HISTORY     - 1988     GOOD             USPSQD
 EJ1656  HISTORY     - 1988     GOOD             USPSQD
 EJ1656  HISTORY     - 1989     GOOD             USPSQD
 EJ1656  HISTORY     - 1989     GOOD             USPSQD
 EJ1656  HISTORY     - 1990     GOOD             USPSQD
 EJ1656
 EJ1656                          STATION DESCRIPTION
 EJ1656
 EJ1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1656'IN PINE BLUFF.
 EJ1656'IN PINE BLUFF, 0.2 KM (0.1 MI) SOUTH ALONG STATE STREET FROM THE OLD
 EJ1656'UNION STATION (NOW THE UNION STATION RESTAURANT), THENCE 3.2 KM
 EJ1656'(2.0 MI) WEST ALONG U.S. HIGHWAY 65 NORTH BUSINESS (FIFTH AVENUE), SET
 EJ1656'BY A POWER LINE POLE IN THE LAWN BETWEEN THE HIGHWAY AND A PARKING LOT
 EJ1656'NORTH OF THE BARTONS PINE BLUFF BUILDING MATERIAL COMPANY WAREHOUSE,
 EJ1656'10.05 METERS (33.0 FT) SOUTH OF THE CENTER LINE OF SIXTH AVENUE,
 EJ1656'19.38 METERS (63.6 FT) NORTH OF A SECURITY FENCE AROUND THE WAREHOUSE
 EJ1656'BUILDING, 43.58 METERS (143.0 FT) WEST OF A POWER LINE POLE WITH ONE
 EJ1656'LARGE AND ONE SMALL TRANSFORMERS NORTH OF THE CHICKEN COUNTRY PLANT,
 EJ1656'1.82 METERS (6.0 FT) NORTH OF THE NORTH CURB OF THE PARKING LOT OF THE
 EJ1656'BARTONS COMPANY, AND 0.79 METERS (2.6 FT) EAST OF A POWER LINE POLE.
 EJ1656'NOTE, DRIVING RATE EXCEEDED, ROD ANCHORED.
 EJ1656'THE MARK IS 0.88 METERS  NW FROM A WITNESS POST.
 EJ1656'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1656
 EJ1656                          STATION RECOVERY (1988)
 EJ1656
 EJ1656'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAN)
 EJ1656'RECOVERED IN GOOD CONDITION.
 EJ1656
 EJ1656                          STATION RECOVERY (1988)
 EJ1656
 EJ1656'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1656'RECOVERED IN GOOD CONDITION.
 EJ1656
 EJ1656                          STATION RECOVERY (1989)
 EJ1656
 EJ1656'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1656'RECOVERED IN GOOD CONDITION.
 EJ1656
 EJ1656                          STATION RECOVERY (1989)
 EJ1656
 EJ1656'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EJ1656'RECOVERED IN GOOD CONDITION.
 EJ1656
 EJ1656                          STATION RECOVERY (1990)
 EJ1656
 EJ1656'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1740 ***********************************************************************
 DK1740  DESIGNATION -  S 289
 DK1740  PID         -  DK1740
 DK1740  STATE/COUNTY-  AR/DESHA
 DK1740  USGS QUAD   -  DUMAS (1969)
 DK1740
 DK1740                         *CURRENT SURVEY CONTROL
 DK1740  ___________________________________________________________________
 DK1740* NAD 83(1986)-  33 55 38.     (N)    091 22 46.     (W)     SCALED    
 DK1740* NAVD 88     -        48.130  (meters)     157.91   (feet)  ADJUSTED  
 DK1740  ___________________________________________________________________
 DK1740  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK1740  DYNAMIC HT  -          48.083 (meters)     157.75  (feet)  COMP
 DK1740  MODELED GRAV-     979,645.7   (mgal)                       NAVD 88
 DK1740
 DK1740  VERT ORDER  -  FIRST     CLASS II
 DK1740
 DK1740.The horizontal coordinates were scaled from a topographic map and have
 DK1740.an estimated accuracy of +/- 6 seconds.
 DK1740
 DK1740.The orthometric height was determined by differential leveling
 DK1740.and adjusted by the National Geodetic Survey in June 1991..
 DK1740
 DK1740.The geoid height was determined by GEOID03.
 DK1740
 DK1740.The dynamic height is computed by dividing the NAVD 88
 DK1740.geopotential number by the normal gravity value computed on the
 DK1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1740.degrees latitude (g = 980.6199 gals.).
 DK1740
 DK1740.The modeled gravity was interpolated from observed gravity values.
 DK1740
 DK1740;                    North         East    Units  Estimated Accuracy
 DK1740;SPC AR S     -   539,990.      457,370.      MT  (+/- 180 meters Scaled)
 DK1740
 DK1740                          SUPERSEDED SURVEY CONTROL
 DK1740
 DK1740.No superseded survey control is available for this station.
 DK1740
 DK1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT497552(NAD 83)
 DK1740_MARKER: I = METAL ROD
 DK1740_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK1740_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK1740_STAMPING: S 289 1984
 DK1740_MARK LOGO: NGS   
 DK1740_PROJECTION: FLUSH
 DK1740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK1740+STABILITY: POSITION/ELEVATION WELL
 DK1740_ROD/PIPE-DEPTH: 35.1 meters
 DK1740_SLEEVE-DEPTH  : 6.1 meters
 DK1740
 DK1740  HISTORY     - Date     Condition        Report By
 DK1740  HISTORY     - 1984     MONUMENTED       NGS
 DK1740  HISTORY     - 1988     GOOD             USPSQD
 DK1740  HISTORY     - 1989     GOOD             USPSQD
 DK1740  HISTORY     - 1990     GOOD             USPSQD
 DK1740  HISTORY     - 20040113 MARK NOT FOUND   USACE
 DK1740
 DK1740                          STATION DESCRIPTION
 DK1740
 DK1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DK1740'1.4 KM (0.85 MI) ESE FROM BACK GATE.
 DK1740'1.4 KM (0.85 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE
 DK1740'JUNCTION OF U.S. HIGHWAY 165 IN BACK GATE, SET IN THE NORTHEAST LAWN
 DK1740'AND NEAR THE CHURCH SIGN OF THE DANIELS CHAPEL BAPTIST CHURCH,
 DK1740'20.7 METERS (67.9 FT) SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 DK1740'HIGHWAY, 2.0 METERS (6.4 FT) NORTH-NORTHEAST OF THE NORTH FACE OF THE
 DK1740'CHURCH SIGN, 18.5 METERS (60.8 FT) NORTH-NORTHWEST OF THE NORTHEAST
 DK1740'CORNER OF THE CHURCH, 15.3 METERS (50.2 FT) NORTH OF THE NORTHWEST
 DK1740'CORNER OF THE CHURCH, 15.9 METERS (52.0 FT) SOUTHWEST OF THE WEST END
 DK1740'OF A 24-INCH METAL PIPE CULVERT, 23.8 METERS (78.0 FT) EAST OF THE
 DK1740'APPROXIMATE CENTER OF THE WESTERNMOST ONE OF TWO CHURCH ENTRANCE
 DK1740'DRIVES, 16.8 METERS (55.0 FT) WEST OF THE APPROXIMATE CENTER OF THE
 DK1740'EASTERNMOST ONE OF TWO CHURCH ENTRANCE DRIVES, 6.1 METERS (20.0 FT)
 DK1740'WEST OF THE EXTENDED CENTER OF THE NORTH ENTRANCE DOORS TO THE CHURCH,
 DK1740'2.5 METERS (8.2 FT) NORTHWEST OF THE EASTERNMOST CHURCH SIGN SUPPORT
 DK1740'POST, AND 2.5 METERS (8.1 FT) NORTHEAST OF THE WESTERNMOST CHURCH SIGN
 DK1740'SUPPORT POST.  NOTE, ROD IS DRIVEN TO REFUSAL.
 DK1740'THE MARK IS 0.5 M ABOVE HIGHWAY.
 DK1740
 DK1740                          STATION RECOVERY (1988)
 DK1740
 DK1740'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK1740'RECOVERED IN GOOD CONDITION.
 DK1740
 DK1740                          STATION RECOVERY (1989)
 DK1740
 DK1740'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK1740'RECOVERED IN GOOD CONDITION.
 DK1740
 DK1740                          STATION RECOVERY (1990)
 DK1740
 DK1740'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK1740'RECOVERED IN GOOD CONDITION.
 DK1740
 DK1740                          STATION RECOVERY (2004)
 DK1740
 DK1740'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK1740'MARK UNDER GRAVEL PARKING LOT FOR CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1199 ***********************************************************************
 FG1199  DESIGNATION -  S 29
 FG1199  PID         -  FG1199
 FG1199  STATE/COUNTY-  AR/FRANKLIN
 FG1199  USGS QUAD   -  OZARK (1993)
 FG1199
 FG1199                         *CURRENT SURVEY CONTROL
 FG1199  ___________________________________________________________________
 FG1199* NAD 83(1986)-  35 28 33.     (N)    093 48 49.     (W)     SCALED    
 FG1199* NAVD 88     -       117.457  (meters)     385.36   (feet)  ADJUSTED  
 FG1199  ___________________________________________________________________
 FG1199  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 FG1199  DYNAMIC HT  -         117.349 (meters)     385.00  (feet)  COMP
 FG1199  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 FG1199
 FG1199  VERT ORDER  -  FIRST     CLASS II
 FG1199
 FG1199.The horizontal coordinates were scaled from a topographic map and have
 FG1199.an estimated accuracy of +/- 6 seconds.
 FG1199
 FG1199.The orthometric height was determined by differential leveling
 FG1199.and adjusted by the National Geodetic Survey in June 1991..
 FG1199
 FG1199.The geoid height was determined by GEOID03.
 FG1199
 FG1199.The dynamic height is computed by dividing the NAVD 88
 FG1199.geopotential number by the normal gravity value computed on the
 FG1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1199.degrees latitude (g = 980.6199 gals.).
 FG1199
 FG1199.The modeled gravity was interpolated from observed gravity values.
 FG1199
 FG1199;                    North         East    Units  Estimated Accuracy
 FG1199;SPC AR N     -   128,270.      235,420.      MT  (+/- 180 meters Scaled)
 FG1199
 FG1199                          SUPERSEDED SURVEY CONTROL
 FG1199
 FG1199  NGVD 29 (??/??/92)  117.411  (m)          385.21   (f) ADJ UNCH    1 2
 FG1199
 FG1199.Superseded values are not recommended for survey control.
 FG1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1199.See file dsdata.txt to determine how the superseded data were derived.
 FG1199
 FG1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV261261(NAD 83)
 FG1199_MARKER: DB = BENCH MARK DISK
 FG1199_SETTING: 80 = SET IN A BOULDER
 FG1199_SP_SET: BOULDER
 FG1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1199+STABILITY: SURFACE MOTION
 FG1199
 FG1199  HISTORY     - Date     Condition        Report By
 FG1199  HISTORY     - UNK      MONUMENTED       CGS
 FG1199  HISTORY     - 1932     GOOD             NGS
 FG1199  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1199  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1199
 FG1199                          STATION DESCRIPTION
 FG1199
 FG1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1199'1 MI E FROM OZARK.
 FG1199'ON THE M.P. R.R., AT OZARK JUNCTION, 30 FEET S. OF THE R.R., 20 FEET
 FG1199'S.E. OF THE TELEPHONE BOOTH, IN A LARGE ROCK.  1959 REPORT-MARK IS
 FG1199'ABOUT 3 1/2 POLES EAST OF MILEPOST 464, IN TOP OF A LARGE BOULDER
 FG1199'ABOUT 30 FEET SOUTH OF THE TRACK.
 FG1199
 FG1199                          STATION RECOVERY (1963)
 FG1199
 FG1199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1199'MARK NOT FOUND.
 FG1199
 FG1199                          STATION RECOVERY (1984)
 FG1199
 FG1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1199'SEARCHED FOR BUT NOT RECOVERED.  THE OZARK LOCK AND DAM HAS BEEN
 FG1199'CONSTRUCTED SINCE THIS MARKS ORIGIN, POSSIBLY DISTURBED AT THIS TIME,
 FG1199'NO LARGE BOULDER WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1675 ***********************************************************************
 EJ1675  DESIGNATION -  S 290
 EJ1675  PID         -  EJ1675
 EJ1675  STATE/COUNTY-  AR/PULASKI
 EJ1675  USGS QUAD   -  MAYFLOWER (1987)
 EJ1675
 EJ1675                         *CURRENT SURVEY CONTROL
 EJ1675  ___________________________________________________________________
 EJ1675* NAD 83(1986)-  34 53 47.     (N)    092 26 44.     (W)     SCALED    
 EJ1675* NAVD 88     -        84.696  (meters)     277.87   (feet)  ADJUSTED  
 EJ1675  ___________________________________________________________________
 EJ1675  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EJ1675  DYNAMIC HT  -          84.617 (meters)     277.61  (feet)  COMP
 EJ1675  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 EJ1675
 EJ1675  VERT ORDER  -  FIRST     CLASS II
 EJ1675
 EJ1675.The horizontal coordinates were scaled from a topographic map and have
 EJ1675.an estimated accuracy of +/- 6 seconds.
 EJ1675
 EJ1675.The orthometric height was determined by differential leveling
 EJ1675.and adjusted by the National Geodetic Survey in June 1991..
 EJ1675
 EJ1675.The geoid height was determined by GEOID03.
 EJ1675
 EJ1675.The dynamic height is computed by dividing the NAVD 88
 EJ1675.geopotential number by the normal gravity value computed on the
 EJ1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1675.degrees latitude (g = 980.6199 gals.).
 EJ1675
 EJ1675.The modeled gravity was interpolated from observed gravity values.
 EJ1675
 EJ1675;                    North         East    Units  Estimated Accuracy
 EJ1675;SPC AR S     -   647,400.      359,270.      MT  (+/- 180 meters Scaled)
 EJ1675
 EJ1675                          SUPERSEDED SURVEY CONTROL
 EJ1675
 EJ1675  NGVD 29 (06/07/95)   84.757  (m)          278.07   (f) ADJUSTED    1 2
 EJ1675
 EJ1675.Superseded values are not recommended for survey control.
 EJ1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1675.See file dsdata.txt to determine how the superseded data were derived.
 EJ1675
 EJ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU506616(NAD 83)
 EJ1675_MARKER: DB = BENCH MARK DISK
 EJ1675_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1675_SP_SET: ROCK OUTCROP
 EJ1675_STAMPING: S 290 1984
 EJ1675_MARK LOGO: NGS   
 EJ1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1675+STABILITY: POSITION/ELEVATION WELL
 EJ1675
 EJ1675  HISTORY     - Date     Condition        Report By
 EJ1675  HISTORY     - 1984     MONUMENTED       NGS
 EJ1675  HISTORY     - 1988     GOOD             USPSQD
 EJ1675  HISTORY     - 1989     GOOD             USPSQD
 EJ1675  HISTORY     - 1989     GOOD             USPSQD
 EJ1675  HISTORY     - 1990     GOOD             USPSQD
 EJ1675  HISTORY     - 1991     GOOD             USPSQD
 EJ1675
 EJ1675                          STATION DESCRIPTION
 EJ1675
 EJ1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1675'6.5 KM (4.05 MI) NW FROM MORGAN.
 EJ1675'6.5 KM (4.05 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE UNDERPASS
 EJ1675'OF INTERSTATE 40 IN MORGAN TO THE MARK, A DISK SET VERTICALLY IN THE
 EJ1675'FACE OF A ROCK CUT ON THE RIGHT, 9.02 METERS (29.6 FT) NORTHEAST OF
 EJ1675'THE CENTERLINE OF THE HIGHWAY.
 EJ1675'THE MARK IS 1.07 M ABOVE HIGHWAY.
 EJ1675
 EJ1675                          STATION RECOVERY (1988)
 EJ1675
 EJ1675'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1675'RECOVERED IN GOOD CONDITION.
 EJ1675
 EJ1675                          STATION RECOVERY (1989)
 EJ1675
 EJ1675'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ1675'RECOVERED IN GOOD CONDITION.
 EJ1675
 EJ1675                          STATION RECOVERY (1989)
 EJ1675
 EJ1675'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1675'RECOVERED IN GOOD CONDITION.
 EJ1675
 EJ1675                          STATION RECOVERY (1990)
 EJ1675
 EJ1675'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ1675'RECOVERED IN GOOD CONDITION.
 EJ1675
 EJ1675                          STATION RECOVERY (1991)
 EJ1675
 EJ1675'RECOVERY NOTE BY US POWER SQUADRON 1991 (JH)
 EJ1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1554 ***********************************************************************
 FG1554  DESIGNATION -  S 291
 FG1554  PID         -  FG1554
 FG1554  STATE/COUNTY-  AR/CONWAY
 FG1554  USGS QUAD   -  MORRILTON EAST (1990)
 FG1554
 FG1554                         *CURRENT SURVEY CONTROL
 FG1554  ___________________________________________________________________
 FG1554* NAD 83(1986)-  35 09 14.     (N)    092 41 46.     (W)     SCALED    
 FG1554* NAVD 88     -       111.651  (meters)     366.31   (feet)  ADJUSTED  
 FG1554  ___________________________________________________________________
 FG1554  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FG1554  DYNAMIC HT  -         111.546 (meters)     365.96  (feet)  COMP
 FG1554  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FG1554
 FG1554  VERT ORDER  -  FIRST     CLASS II
 FG1554
 FG1554.The horizontal coordinates were scaled from a topographic map and have
 FG1554.an estimated accuracy of +/- 6 seconds.
 FG1554
 FG1554.The orthometric height was determined by differential leveling
 FG1554.and adjusted by the National Geodetic Survey in June 1991..
 FG1554
 FG1554.The geoid height was determined by GEOID03.
 FG1554
 FG1554.The dynamic height is computed by dividing the NAVD 88
 FG1554.geopotential number by the normal gravity value computed on the
 FG1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1554.degrees latitude (g = 980.6199 gals.).
 FG1554
 FG1554.The modeled gravity was interpolated from observed gravity values.
 FG1554
 FG1554;                    North         East    Units  Estimated Accuracy
 FG1554;SPC AR N     -    91,260.      336,580.      MT  (+/- 180 meters Scaled)
 FG1554
 FG1554                          SUPERSEDED SURVEY CONTROL
 FG1554
 FG1554  NGVD 29 (06/07/95)  111.695  (m)          366.45   (f) ADJUSTED    1 2
 FG1554
 FG1554.Superseded values are not recommended for survey control.
 FG1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1554.See file dsdata.txt to determine how the superseded data were derived.
 FG1554
 FG1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU276901(NAD 83)
 FG1554_MARKER: I = METAL ROD
 FG1554_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1554+WITH SETTING: INFORMATION.
 FG1554_SP_SET: SHALLOW SET METAL ROD
 FG1554_STAMPING: S 291 1984
 FG1554_MARK LOGO: NGS   
 FG1554_PROJECTION: RECESSED 2 CENTIMETERS
 FG1554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1554_ROD/PIPE-DEPTH: 1.83 meters
 FG1554
 FG1554  HISTORY     - Date     Condition        Report By
 FG1554  HISTORY     - 1984     MONUMENTED       NGS
 FG1554  HISTORY     - 1989     GOOD             USPSQD
 FG1554  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG1554  HISTORY     - 19970319 GOOD             USPSQD
 FG1554
 FG1554                          STATION DESCRIPTION
 FG1554
 FG1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1554'4.9 KM (3.05 MI) WEST FROM PLUMERVILLE.
 FG1554'4.9 KM (3.05 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1554'PLUMERVILLE TO THE MARK ON THE RIGHT, 14.45 METERS (47.4 FT) NORTH OF
 FG1554'THE CENTERLINE OF THE HIGHWAY, 31.73 METERS (104.1 FT) SOUTH-SOUTHWEST
 FG1554'OF THE SOUTHWEST CORNER OF A SMALL ONE LEVEL WOODEN HOUSE,
 FG1554'23.87 METERS (78.3 FT) WEST OF THE APPROXIMATE CENTER OF THE DRIVE TO
 FG1554'THE HOUSE AND A TRAILER HOUSE, 6.43 METERS (21.1 FT) SOUTH OF A
 FG1554'POWERLINE POLE WITH A TRANSFORMER, 0.91 METERS (3.0 FT) NORTHEAST OF A
 FG1554'TELEPHONE JUNCTION BOX, AND 0.67 M (2.2 FT) EAST OF A BARBWIRE FENCE.
 FG1554'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FG1554'THE MARK IS 1.22 M ABOVE HIGHWAY.
 FG1554
 FG1554                          STATION RECOVERY (1989)
 FG1554
 FG1554'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1554'RECOVERED IN GOOD CONDITION.
 FG1554
 FG1554                          STATION RECOVERY (1989)
 FG1554
 FG1554'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1554'MARK NOT FOUND.
 FG1554
 FG1554                          STATION RECOVERY (1997)
 FG1554
 FG1554'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1593 ***********************************************************************
 FG1593  DESIGNATION -  S 292
 FG1593  PID         -  FG1593
 FG1593  STATE/COUNTY-  AR/POPE
 FG1593  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1593
 FG1593                         *CURRENT SURVEY CONTROL
 FG1593  ___________________________________________________________________
 FG1593* NAD 83(1986)-  35 18 16.     (N)    093 10 16.     (W)     SCALED    
 FG1593* NAVD 88     -       109.655  (meters)     359.76   (feet)  ADJUSTED  
 FG1593  ___________________________________________________________________
 FG1593  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FG1593  DYNAMIC HT  -         109.550 (meters)     359.42  (feet)  COMP
 FG1593  MODELED GRAV-     979,682.1   (mgal)                       NAVD 88
 FG1593
 FG1593  VERT ORDER  -  FIRST     CLASS II
 FG1593
 FG1593.The horizontal coordinates were scaled from a topographic map and have
 FG1593.an estimated accuracy of +/- 6 seconds.
 FG1593
 FG1593.The orthometric height was determined by differential leveling
 FG1593.and adjusted by the National Geodetic Survey in June 1991..
 FG1593
 FG1593.The geoid height was determined by GEOID03.
 FG1593
 FG1593.The dynamic height is computed by dividing the NAVD 88
 FG1593.geopotential number by the normal gravity value computed on the
 FG1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1593.degrees latitude (g = 980.6199 gals.).
 FG1593
 FG1593.The modeled gravity was interpolated from observed gravity values.
 FG1593
 FG1593;                    North         East    Units  Estimated Accuracy
 FG1593;SPC AR N     -   108,370.      293,500.      MT  (+/- 180 meters Scaled)
 FG1593
 FG1593                          SUPERSEDED SURVEY CONTROL
 FG1593
 FG1593.No superseded survey control is available for this station.
 FG1593
 FG1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV844068(NAD 83)
 FG1593_MARKER: I = METAL ROD
 FG1593_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1593+WITH SETTING: INFORMATION.
 FG1593_SP_SET: SHALLOW SET METAL ROD
 FG1593_STAMPING: S 292 1984
 FG1593_MARK LOGO: NGS   
 FG1593_PROJECTION: FLUSH
 FG1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1593_ROD/PIPE-DEPTH: 2.43 meters
 FG1593
 FG1593  HISTORY     - Date     Condition        Report By
 FG1593  HISTORY     - 1984     MONUMENTED       NGS
 FG1593  HISTORY     - 1984     GOOD             USPSQD
 FG1593  HISTORY     - 1989     GOOD             USPSQD
 FG1593  HISTORY     - 1989     GOOD             USPSQD
 FG1593
 FG1593                          STATION DESCRIPTION
 FG1593
 FG1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1593'5.0 KM (3.1 MI) WNW FROM RUSSELLVILLE.
 FG1593'5.0 KM (3.1 MI) WEST ALONG HIGHWAY 64 (WEST MAIN STREET) FROM THE
 FG1593'COURTHOUSE IN RUSSELLVILLE, AT THE JUNCTION OF STATE HIGHWAY 326 EAST,
 FG1593'19.50 METERS (64.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 64,
 FG1593'4.87 METERS (16.0 FT) SOUTH OF AN EXTENDED CENTERLINE OF STATE HIGHWAY
 FG1593'326, 33.52 METERS (110.0 FT) NORTH OF AN EXTENDED CENTERLINE OF A
 FG1593'FIELD ROAD ENTRANCE, 12.61 METERS (41.4 FT) SOUTH OF A CONCRETE
 FG1593'RIGHT-OF-WAY MARKER, 2.74 METERS (9.0 FT) NORTH OF A TURN IN THE
 FG1593'FENCE, 0.24 METERS (0.8 FT) EAST OF THE FENCE.  NOTE, DRIVING RATE WAS
 FG1593'EXCEEDED, ROD ANCHORED.
 FG1593'THE MARK IS 0.24 METERS  N FROM A WITNESS POST.
 FG1593'THE MARK IS 1.0 M BELOW HIGHWAY 64.
 FG1593
 FG1593                          STATION RECOVERY (1984)
 FG1593
 FG1593'RECOVERY NOTE BY US POWER SQUADRON 1984 (TWS)
 FG1593'RECOVERED IN GOOD CONDITION.
 FG1593
 FG1593                          STATION RECOVERY (1989)
 FG1593
 FG1593'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1593'RECOVERED IN GOOD CONDITION.
 FG1593
 FG1593                          STATION RECOVERY (1989)
 FG1593
 FG1593'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1579 ***********************************************************************
 FG1579  DESIGNATION -  S 293
 FG1579  PID         -  FG1579
 FG1579  STATE/COUNTY-  AR/POPE
 FG1579  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1579
 FG1579                         *CURRENT SURVEY CONTROL
 FG1579  ___________________________________________________________________
 FG1579* NAD 83(1986)-  35 15 24.     (N)    093 01 13.     (W)     SCALED    
 FG1579* NAVD 88     -       230.745  (meters)     757.04   (feet)  ADJUSTED  
 FG1579  ___________________________________________________________________
 FG1579  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FG1579  DYNAMIC HT  -         230.526 (meters)     756.32  (feet)  COMP
 FG1579  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FG1579
 FG1579  VERT ORDER  -  FIRST     CLASS II
 FG1579
 FG1579.The horizontal coordinates were scaled from a topographic map and have
 FG1579.an estimated accuracy of +/- 6 seconds.
 FG1579
 FG1579.The orthometric height was determined by differential leveling
 FG1579.and adjusted by the National Geodetic Survey in June 1991..
 FG1579
 FG1579.The geoid height was determined by GEOID03.
 FG1579
 FG1579.The dynamic height is computed by dividing the NAVD 88
 FG1579.geopotential number by the normal gravity value computed on the
 FG1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1579.degrees latitude (g = 980.6199 gals.).
 FG1579
 FG1579.The modeled gravity was interpolated from observed gravity values.
 FG1579
 FG1579;                    North         East    Units  Estimated Accuracy
 FG1579;SPC AR N     -   102,920.      307,160.      MT  (+/- 180 meters Scaled)
 FG1579
 FG1579                          SUPERSEDED SURVEY CONTROL
 FG1579
 FG1579.No superseded survey control is available for this station.
 FG1579
 FG1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV981015(NAD 83)
 FG1579_MARKER: DB = BENCH MARK DISK
 FG1579_SETTING: 66 = SET IN ROCK OUTCROP
 FG1579_SP_SET: ROCK OUTCROP
 FG1579_STAMPING: S 293 1984
 FG1579_MARK LOGO: NGS   
 FG1579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1579+STABILITY: POSITION/ELEVATION WELL
 FG1579
 FG1579  HISTORY     - Date     Condition        Report By
 FG1579  HISTORY     - 1984     MONUMENTED       NGS
 FG1579  HISTORY     - 1987     GOOD             USPSQD
 FG1579  HISTORY     - 1988     GOOD             USPSQD
 FG1579  HISTORY     - 1989     GOOD             USPSQD
 FG1579  HISTORY     - 1989     GOOD             USPSQD
 FG1579
 FG1579                          STATION DESCRIPTION
 FG1579
 FG1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1579'11.5 KM (7.15 MI) NW FROM ATKINS.
 FG1579'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1579'THENCE 9.4 KM (5.85 MI) WEST ALONG U.S. HIGHWAY 64, THENCE 1.9 KM
 FG1579'(1.2 MI) NORTHWEST ALONG STATE HIGHWAY TO A DIRT ROAD AND THE MARK ON
 FG1579'THE LEFT, SET IN THE TOP OF A BEDROCK OUTCROP, 12.59 METERS (41.3 FT)
 FG1579'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 10.79 METERS (35.4 FT)
 FG1579'SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT ROAD.
 FG1579'THE MARK IS 0.61 METERS  ESE FROM A WITNESS POST.
 FG1579'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FG1579
 FG1579                          STATION RECOVERY (1987)
 FG1579
 FG1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1579'RECOVERED IN GOOD CONDITION.
 FG1579
 FG1579                          STATION RECOVERY (1988)
 FG1579
 FG1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1579'RECOVERED IN GOOD CONDITION.
 FG1579
 FG1579                          STATION RECOVERY (1989)
 FG1579
 FG1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1579'RECOVERED IN GOOD CONDITION.
 FG1579
 FG1579                          STATION RECOVERY (1989)
 FG1579
 FG1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1616 ***********************************************************************
 FG1616  DESIGNATION -  S 294
 FG1616  PID         -  FG1616
 FG1616  STATE/COUNTY-  AR/JOHNSON
 FG1616  USGS QUAD   -  CLARKSVILLE (1993)
 FG1616
 FG1616                         *CURRENT SURVEY CONTROL
 FG1616  ___________________________________________________________________
 FG1616* NAD 83(1986)-  35 28 04.     (N)    093 25 41.     (W)     SCALED    
 FG1616* NAVD 88     -       135.262  (meters)     443.77   (feet)  ADJUSTED  
 FG1616  ___________________________________________________________________
 FG1616  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FG1616  DYNAMIC HT  -         135.138 (meters)     443.37  (feet)  COMP
 FG1616  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FG1616
 FG1616  VERT ORDER  -  FIRST     CLASS II
 FG1616
 FG1616.The horizontal coordinates were scaled from a topographic map and have
 FG1616.an estimated accuracy of +/- 6 seconds.
 FG1616
 FG1616.The orthometric height was determined by differential leveling
 FG1616.and adjusted by the National Geodetic Survey in June 1991..
 FG1616
 FG1616.The geoid height was determined by GEOID03.
 FG1616
 FG1616.The dynamic height is computed by dividing the NAVD 88
 FG1616.geopotential number by the normal gravity value computed on the
 FG1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1616.degrees latitude (g = 980.6199 gals.).
 FG1616
 FG1616.The modeled gravity was interpolated from observed gravity values.
 FG1616
 FG1616;                    North         East    Units  Estimated Accuracy
 FG1616;SPC AR N     -   126,800.      270,390.      MT  (+/- 180 meters Scaled)
 FG1616
 FG1616                          SUPERSEDED SURVEY CONTROL
 FG1616
 FG1616.No superseded survey control is available for this station.
 FG1616
 FG1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV611250(NAD 83)
 FG1616_MARKER: DB = BENCH MARK DISK
 FG1616_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FG1616_SP_SET: MEDIUM CONCRETE BRIDGE
 FG1616_STAMPING: S 294 1984
 FG1616_MARK LOGO: NGS   
 FG1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1616
 FG1616  HISTORY     - Date     Condition        Report By
 FG1616  HISTORY     - 1984     MONUMENTED       NGS
 FG1616  HISTORY     - 1987     GOOD             USPSQD
 FG1616  HISTORY     - 1988     GOOD             USPSQD
 FG1616  HISTORY     - 1989     GOOD             USPSQD
 FG1616  HISTORY     - 1990     GOOD             USPSQD
 FG1616
 FG1616                          STATION DESCRIPTION
 FG1616
 FG1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1616'3.5 KM (2.1 MI) ESE FROM CLARKSVILLE.
 FG1616'3.5 KM (2.1 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE IN
 FG1616'CLARKSVILLE AT THE WEST END OF A CONCRETE BRIDGE OVER GREENBRIER
 FG1616'CREEK, AND IS SET IN TOP OF THE NORTH END OF THE NORTHWEST BRIDGE
 FG1616'ABUTMENT, IS ALSO 1.6 KM (2.85 MI) NORTHWEST ALONG U.S. HIGHWAY 64
 FG1616'FROM THE POST OFFICE IN LAMAR, 4.72 METERS (1.55 FT) NORTH-NORTHEAST
 FG1616'OF THE CENTERLINE OF HIGHWAY 64, 20.42 METERS (67.0 FT) EAST-SOUTHEAST
 FG1616'OF A SIX FEET HIGH WHITE WOOD POST WITH THE SIGH BROWN STREET, AND
 FG1616'0.21 METERS (0.7 FT) NORTHEAST OF THE SOUTHWEST FACE OF THE NORTHWEST
 FG1616'ABUTMENT.
 FG1616'THE MARK IS 0.3 M ABOVE THE CENTER OF HWY 64.
 FG1616
 FG1616                          STATION RECOVERY (1987)
 FG1616
 FG1616'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1616'RECOVERED IN GOOD CONDITION.
 FG1616
 FG1616                          STATION RECOVERY (1988)
 FG1616
 FG1616'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1616'RECOVERED IN GOOD CONDITION.
 FG1616
 FG1616                          STATION RECOVERY (1989)
 FG1616
 FG1616'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1616'RECOVERED IN GOOD CONDITION.
 FG1616
 FG1616                          STATION RECOVERY (1990)
 FG1616
 FG1616'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0775 ***********************************************************************
 FH0775  DESIGNATION -  S 295
 FH0775  PID         -  FH0775
 FH0775  STATE/COUNTY-  AR/SEBASTIAN
 FH0775  USGS QUAD   -  MULBERRY (1987)
 FH0775
 FH0775                         *CURRENT SURVEY CONTROL
 FH0775  ___________________________________________________________________
 FH0775* NAD 83(1986)-  35 25 25.     (N)    094 06 55.     (W)     SCALED    
 FH0775* NAVD 88     -       149.130  (meters)     489.27   (feet)  ADJUSTED  
 FH0775  ___________________________________________________________________
 FH0775  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 FH0775  DYNAMIC HT  -         148.992 (meters)     488.82  (feet)  COMP
 FH0775  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 FH0775
 FH0775  VERT ORDER  -  FIRST     CLASS II
 FH0775
 FH0775.The horizontal coordinates were scaled from a topographic map and have
 FH0775.an estimated accuracy of +/- 6 seconds.
 FH0775
 FH0775.The orthometric height was determined by differential leveling
 FH0775.and adjusted by the National Geodetic Survey in June 1991..
 FH0775
 FH0775.The geoid height was determined by GEOID03.
 FH0775
 FH0775.The dynamic height is computed by dividing the NAVD 88
 FH0775.geopotential number by the normal gravity value computed on the
 FH0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0775.degrees latitude (g = 980.6199 gals.).
 FH0775
 FH0775.The modeled gravity was interpolated from observed gravity values.
 FH0775
 FH0775;                    North         East    Units  Estimated Accuracy
 FH0775;SPC AR N     -   123,020.      207,930.      MT  (+/- 180 meters Scaled)
 FH0775
 FH0775                          SUPERSEDED SURVEY CONTROL
 FH0775
 FH0775.No superseded survey control is available for this station.
 FH0775
 FH0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV987205(NAD 83)
 FH0775_MARKER: I = METAL ROD
 FH0775_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0775_SP_SET: STAINLESS STEEL ROD
 FH0775_STAMPING: S 295 1984
 FH0775_MARK LOGO: NGS   
 FH0775_PROJECTION: RECESSED 5 CENTIMETERS
 FH0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0775_ROD/PIPE-DEPTH: 3.35 meters
 FH0775
 FH0775  HISTORY     - Date     Condition        Report By
 FH0775  HISTORY     - 1984     MONUMENTED       NGS
 FH0775  HISTORY     - 1987     GOOD             USPSQD
 FH0775  HISTORY     - 1988     GOOD             USPSQD
 FH0775  HISTORY     - 1989     GOOD             USPSQD
 FH0775  HISTORY     - 1990     GOOD             USPSQD
 FH0775
 FH0775                          STATION DESCRIPTION
 FH0775
 FH0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0775'17.8 KM (11.05 MI) WEST FROM CECIL.
 FH0775'17.8 KM (11.05 MI) WEST AONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0775'CECIL TO THE MARK ON THE RIGHT, 34.5 METERS (113.2 FT) NORTH-NORTHWEST
 FH0775'OF THE CENTERLINE OF HIGHWAY 96, 13.05 METERS (42.8 FT) NORTHEAST OF
 FH0775'THE SOUTHEAST CORNER OF A CHURCH, 3.54 METERS (11.6 FT) SOUTHEAST OF
 FH0775'THE SOUTHEAST CORNER OF A CINDER BLOCK RESTROOM, AND 1.19 METERS
 FH0775'(3.9 FT) WEST OF A POWERLINE POLE.
 FH0775'THE MARK IS 1.19 METERS  W FROM A WITNESS POST.
 FH0775'THE MARK IS 0.30 M ABOVE HIGHWAY 96.
 FH0775
 FH0775                          STATION RECOVERY (1987)
 FH0775
 FH0775'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0775'RECOVERED IN GOOD CONDITION.
 FH0775
 FH0775                          STATION RECOVERY (1988)
 FH0775
 FH0775'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0775'RECOVERED IN GOOD CONDITION.
 FH0775
 FH0775                          STATION RECOVERY (1989)
 FH0775
 FH0775'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0775'RECOVERED IN GOOD CONDITION.
 FH0775
 FH0775                          STATION RECOVERY (1990)
 FH0775
 FH0775'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1646 ***********************************************************************
 FG1646  DESIGNATION -  S 296
 FG1646  PID         -  FG1646
 FG1646  STATE/COUNTY-  AR/FRANKLIN
 FG1646  USGS QUAD   -  OZARK (1993)
 FG1646
 FG1646                         *CURRENT SURVEY CONTROL
 FG1646  ___________________________________________________________________
 FG1646* NAD 83(1986)-  35 27 22.     (N)    093 49 53.     (W)     SCALED    
 FG1646* NAVD 88     -       133.562  (meters)     438.19   (feet)  ADJUSTED  
 FG1646  ___________________________________________________________________
 FG1646  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1646  DYNAMIC HT  -         133.439 (meters)     437.79  (feet)  COMP
 FG1646  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 FG1646
 FG1646  VERT ORDER  -  FIRST     CLASS II
 FG1646
 FG1646.The horizontal coordinates were scaled from a topographic map and have
 FG1646.an estimated accuracy of +/- 6 seconds.
 FG1646
 FG1646.The orthometric height was determined by differential leveling
 FG1646.and adjusted by the National Geodetic Survey in June 1991..
 FG1646
 FG1646.The geoid height was determined by GEOID03.
 FG1646
 FG1646.The dynamic height is computed by dividing the NAVD 88
 FG1646.geopotential number by the normal gravity value computed on the
 FG1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1646.degrees latitude (g = 980.6199 gals.).
 FG1646
 FG1646.The modeled gravity was interpolated from observed gravity values.
 FG1646
 FG1646;                    North         East    Units  Estimated Accuracy
 FG1646;SPC AR N     -   126,110.      233,770.      MT  (+/- 180 meters Scaled)
 FG1646
 FG1646                          SUPERSEDED SURVEY CONTROL
 FG1646
 FG1646.No superseded survey control is available for this station.
 FG1646
 FG1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV245239(NAD 83)
 FG1646_MARKER: I = METAL ROD
 FG1646_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1646+WITH SETTING: INFORMATION.
 FG1646_SP_SET: SHALLOW SET METAL ROD
 FG1646_STAMPING: S 296 1984
 FG1646_MARK LOGO: NGS   
 FG1646_PROJECTION: FLUSH
 FG1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1646_ROD/PIPE-DEPTH: 1.52 meters
 FG1646
 FG1646  HISTORY     - Date     Condition        Report By
 FG1646  HISTORY     - 1984     MONUMENTED       NGS
 FG1646  HISTORY     - 1987     GOOD             USPSQD
 FG1646
 FG1646                          STATION DESCRIPTION
 FG1646
 FG1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1646'3.6 KM (2.25 MI) SOUTH FROM OZARK.
 FG1646'3.6 KM (2.25 MI) SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 FG1646'U.S. HIGHWAY 64 IN OZARK TO THE MARK ON THE RIGHT, 11.3 METERS
 FG1646'(36.5 FT) WEST OF THE CENTERLINE OF HIGHWAY 23, 28.71 METERS (94.2 FT)
 FG1646'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WOODEN HOUSE, 1.37 METERS
 FG1646'(4.5 FT) NORTH OF THE CENTER POST OF A BARBWIRE FENCE, 0.55 METERS
 FG1646'(1.8 FT) SOUTH OF A TELEPHONE JUNCTION BOX, AND 0.31 METERS (1.0 FT)
 FG1646'EAST OF A BARBWIRE FENCE.
 FG1646'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FG1646'THE MARK IS 0.91 M ABOVE HIGHWAY 64.
 FG1646
 FG1646                          STATION RECOVERY (1987)
 FG1646
 FG1646'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0800 ***********************************************************************
 FH0800  DESIGNATION -  S 297
 FH0800  PID         -  FH0800
 FH0800  STATE/COUNTY-  AR/SEBASTIAN
 FH0800  USGS QUAD   -  BARLING (1987)
 FH0800
 FH0800                         *CURRENT SURVEY CONTROL
 FH0800  ___________________________________________________________________
 FH0800* NAD 83(1997)-  35 21 49.48562(N)    094 22 27.68534(W)     ADJUSTED  
 FH0800* NAVD 88     -       149.139  (meters)     489.30   (feet)  ADJUSTED  
 FH0800  ___________________________________________________________________
 FH0800  X           -    -397,173.155 (meters)                     COMP
 FH0800  Y           -  -5,192,103.360 (meters)                     COMP
 FH0800  Z           -   3,670,919.303 (meters)                     COMP
 FH0800  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 FH0800  ELLIP HEIGHT-         119.01  (meters)          (12/13/01) GPS OBS
 FH0800  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FH0800  DYNAMIC HT  -         148.998 (meters)     488.84  (feet)  COMP
 FH0800  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 FH0800
 FH0800  HORZ ORDER  -  SECOND
 FH0800  VERT ORDER  -  FIRST     CLASS II
 FH0800  ELLP ORDER  -  FIRST     CLASS I
 FH0800
 FH0800.The horizontal coordinates were established by GPS observations
 FH0800.and adjusted by the National Geodetic Survey in February 2000..
 FH0800
 FH0800.The orthometric height was determined by differential leveling
 FH0800.and adjusted by the National Geodetic Survey in June 1991..
 FH0800
 FH0800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0800
 FH0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0800
 FH0800.The ellipsoidal height was determined by GPS observations
 FH0800.and is referenced to NAD 83.
 FH0800
 FH0800.The geoid height was determined by GEOID03.
 FH0800
 FH0800.The dynamic height is computed by dividing the NAVD 88
 FH0800.geopotential number by the normal gravity value computed on the
 FH0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0800.degrees latitude (g = 980.6199 gals.).
 FH0800
 FH0800.The modeled gravity was interpolated from observed gravity values.
 FH0800
 FH0800;                    North         East     Units Scale Factor Converg.
 FH0800;SPC AR N     -   116,916.762   184,245.996   MT  0.99994330   -1 22 53.9
 FH0800;SPC AR N     -   383,584.41    604,480.41   sFT  0.99994330   -1 22 53.9
 FH0800;UTM  15      - 3,914,249.124   375,141.176   MT  0.99979212   -0 47 43.9
 FH0800
 FH0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0800!SPC AR N     -   0.99998132  x   0.99994330  =   0.99992462
 FH0800!UTM  15      -   0.99998132  x   0.99979212  =   0.99977344
 FH0800
 FH0800                          SUPERSEDED SURVEY CONTROL
 FH0800
 FH0800  NAVD 88 (02/22/00)  149.14   (m)          489.3    (f) LEVELING    3  
 FH0800
 FH0800.Superseded values are not recommended for survey control.
 FH0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0800.See file dsdata.txt to determine how the superseded data were derived.
 FH0800
 FH0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7514114249(NAD 83)
 FH0800_MARKER: I = METAL ROD
 FH0800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0800_SP_SET: SHALLOW SET METAL ROD
 FH0800_STAMPING: S 297 1984
 FH0800_MARK LOGO: NGS   
 FH0800_PROJECTION: FLUSH
 FH0800_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0800+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1999
 FH0800_ROD/PIPE-DEPTH: 2.13 meters
 FH0800
 FH0800  HISTORY     - Date     Condition        Report By
 FH0800  HISTORY     - 1984     MONUMENTED       NGS
 FH0800  HISTORY     - 1988     GOOD             USPSQD
 FH0800  HISTORY     - 1989     GOOD             USPSQD
 FH0800  HISTORY     - 19990611 GOOD             NGS
 FH0800
 FH0800                          STATION DESCRIPTION
 FH0800
 FH0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0800'5.5 KM (3.45 MI) EAST FROM FORT SMITH.
 FH0800'5.5 KM (3.45 MI) EAST ALONG ROGERS AVENUE FROM THE MAIN POST OFFICE IN
 FH0800'FORT SMITH TO THE FIRST NATIONAL BANK AND THE MARK ON THE LEFT, 10.55
 FH0800'METERS (34.6 MI) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE OF
 FH0800'HIGHWAY 22, 15.61 METERS (51.2 FT) WEST OF THE SOUTHWEST CORNER OF THE
 FH0800'BANK, 13.11 METERS (43.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF
 FH0800'FUPER LANE, AND 2.62 METERS (8.6 FT) NORTHWEST OF THE BANK SIGN.
 FH0800'NOTE, ROD DRIVEN TO REFUSAL.
 FH0800'THE MARK IS ABOVE LEVEL WITH HIGHWAY 22.
 FH0800
 FH0800                          STATION RECOVERY (1988)
 FH0800
 FH0800'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0800'RECOVERED IN GOOD CONDITION.
 FH0800
 FH0800                          STATION RECOVERY (1989)
 FH0800
 FH0800'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0800'RECOVERED IN GOOD CONDITION.
 FH0800
 FH0800                          STATION RECOVERY (1999)
 FH0800
 FH0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 FH0800'RECOVERED AS DESCRIBED.--WITH THE FOLLOWING CORRECTION--THE LANE IN
 FH0800'THE DESCRIPTION IS EUPER LANE, NOT FUPER LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0822 ***********************************************************************
 FH0822  DESIGNATION -  S 298
 FH0822  PID         -  FH0822
 FH0822  STATE/COUNTY-  AR/SEBASTIAN
 FH0822  USGS QUAD   -  GREENWOOD (1987)
 FH0822
 FH0822                         *CURRENT SURVEY CONTROL
 FH0822  ___________________________________________________________________
 FH0822* NAD 83(1986)-  35 12 45.     (N)    094 15 36.     (W)     SCALED    
 FH0822* NAVD 88     -       152.619  (meters)     500.72   (feet)  ADJUSTED  
 FH0822  ___________________________________________________________________
 FH0822  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FH0822  DYNAMIC HT  -         152.471 (meters)     500.23  (feet)  COMP
 FH0822  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 FH0822
 FH0822  VERT ORDER  -  FIRST     CLASS II
 FH0822
 FH0822.The horizontal coordinates were scaled from a topographic map and have
 FH0822.an estimated accuracy of +/- 6 seconds.
 FH0822
 FH0822.The orthometric height was determined by differential leveling
 FH0822.and adjusted by the National Geodetic Survey in June 1991..
 FH0822
 FH0822.The geoid height was determined by GEOID03.
 FH0822
 FH0822.The dynamic height is computed by dividing the NAVD 88
 FH0822.geopotential number by the normal gravity value computed on the
 FH0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0822.degrees latitude (g = 980.6199 gals.).
 FH0822
 FH0822.The modeled gravity was interpolated from observed gravity values.
 FH0822
 FH0822;                    North         East    Units  Estimated Accuracy
 FH0822;SPC AR N     -    99,900.      194,250.      MT  (+/- 180 meters Scaled)
 FH0822
 FH0822                          SUPERSEDED SURVEY CONTROL
 FH0822
 FH0822.No superseded survey control is available for this station.
 FH0822
 FH0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU853973(NAD 83)
 FH0822_MARKER: DB = BENCH MARK DISK
 FH0822_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0822_SP_SET: BRIDGE ABUTMENT
 FH0822_STAMPING: S 298 1985
 FH0822_MARK LOGO: NGS   
 FH0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0822
 FH0822  HISTORY     - Date     Condition        Report By
 FH0822  HISTORY     - 1985     MONUMENTED       NGS
 FH0822
 FH0822                          STATION DESCRIPTION
 FH0822
 FH0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0822'0.48 KM (0.3 MI) WEST FROM GREENWOOD.
 FH0822'0.48 KM (0.3 MI) WEST ALONG STATE ROUTE 10S SPUR FROM THE SEBASTIAN
 FH0822'COUNTY COURTHOUSE IN GREENWOOD, SET IN TOP OF THE NORTH END OF THE
 FH0822'EAST ABUTMENT OF THE HIGHWAY 71 BRIDGE OVER HEARTSILL CREEK (BRIDGE
 FH0822'BUILT IN 1930), AND 4.1 METERS (13.3 FT) NORTH OF THE CENTERLINE OF
 FH0822'HIGHWAY 71.
 FH0822'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0679 ***********************************************************************
 EK0679  DESIGNATION -  S 299
 EK0679  PID         -  EK0679
 EK0679  STATE/COUNTY-  AR/SCOTT
 EK0679  USGS QUAD   -  WALDRON (1983)
 EK0679
 EK0679                         *CURRENT SURVEY CONTROL
 EK0679  ___________________________________________________________________
 EK0679* NAD 83(1986)-  34 53 42.     (N)    094 06 25.     (W)     SCALED    
 EK0679* NAVD 88     -       207.789  (meters)     681.72   (feet)  ADJUSTED  
 EK0679  ___________________________________________________________________
 EK0679  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 EK0679  DYNAMIC HT  -         207.573 (meters)     681.01  (feet)  COMP
 EK0679  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 EK0679
 EK0679  VERT ORDER  -  FIRST     CLASS II
 EK0679
 EK0679.The horizontal coordinates were scaled from a topographic map and have
 EK0679.an estimated accuracy of +/- 6 seconds.
 EK0679
 EK0679.The orthometric height was determined by differential leveling
 EK0679.and adjusted by the National Geodetic Survey in June 1991..
 EK0679
 EK0679.The geoid height was determined by GEOID03.
 EK0679
 EK0679.The dynamic height is computed by dividing the NAVD 88
 EK0679.geopotential number by the normal gravity value computed on the
 EK0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0679.degrees latitude (g = 980.6199 gals.).
 EK0679
 EK0679.The modeled gravity was interpolated from observed gravity values.
 EK0679
 EK0679;                    North         East    Units  Estimated Accuracy
 EK0679;SPC AR N     -    64,370.      207,430.      MT  (+/- 180 meters Scaled)
 EK0679
 EK0679                          SUPERSEDED SURVEY CONTROL
 EK0679
 EK0679.No superseded survey control is available for this station.
 EK0679
 EK0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU988619(NAD 83)
 EK0679_MARKER: I = METAL ROD
 EK0679_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0679+WITH SETTING: INFORMATION.
 EK0679_SP_SET: SHALLOW SET METAL ROD
 EK0679_STAMPING: S 299 1985
 EK0679_MARK LOGO: NGS   
 EK0679_PROJECTION: FLUSH
 EK0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0679+STABILITY: POSITION/ELEVATION WELL
 EK0679_ROD/PIPE-DEPTH: 2.3  meters
 EK0679
 EK0679  HISTORY     - Date     Condition        Report By
 EK0679  HISTORY     - 1985     MONUMENTED       NGS
 EK0679  HISTORY     - 1987     GOOD             USPSQD
 EK0679  HISTORY     - 1988     GOOD             USPSQD
 EK0679  HISTORY     - 1989     GOOD             USPSQD
 EK0679  HISTORY     - 1990     GOOD             USPSQD
 EK0679
 EK0679                          STATION DESCRIPTION
 EK0679
 EK0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0679'1.5 KM (0.95 MI) WEST FROM WALDRON.
 EK0679'1.5 KM (0.95 MI) WEST ALONG EAST CHURCH STREET FROM THE JUNCTION OF
 EK0679'U.S. HIGHWAY 71 B (BUSINESS ROUTE) IN WALDRON, ABOUT 150 YARDS EAST OF
 EK0679'THE JUNCTION OF U.S. HIGHWAY 71 AND EAST CHURCH STREET, AT A PAVED
 EK0679'STREET LEADING SOUTH TO MERCY HOSPITAL, 12.1 METERS (39.6 FT) SOUTH OF
 EK0679'THE CENTERLINE OF EAST CHURCH STREET, 22.6 METERS (74.0 FT) WEST OF
 EK0679'THE APPROXIMATE CENTER OF A PAVED STREET (SOUTH), 0.31 METERS (1.0 FT)
 EK0679'NORTH OF A WIRE FENCE LINE, 1.7 METERS (5.6 FT) NORTHWEST OF A
 EK0679'POWERLINE POLE, 1.4 METERS (4.6 FT) NORTHWEST OF A CONCRETE
 EK0679'RIGHT-OF-WAY POST, AND 13.0 METERS (42.5 FT) WEST-NORTHWEST OF THE
 EK0679'NORTH LEG OF A SIGN (MERCY HOSPITAL).  NOTE, DRIVEN TO REFUSAL AND
 EK0679'ANCHORED IN ROCK.
 EK0679'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 EK0679'THE MARK IS ABOVE LEVEL WITH EAST CHURCH STREET.
 EK0679
 EK0679                          STATION RECOVERY (1987)
 EK0679
 EK0679'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0679'RECOVERED IN GOOD CONDITION.
 EK0679
 EK0679                          STATION RECOVERY (1988)
 EK0679
 EK0679'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0679'RECOVERED IN GOOD CONDITION.
 EK0679
 EK0679                          STATION RECOVERY (1989)
 EK0679
 EK0679'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0679'RECOVERED IN GOOD CONDITION.
 EK0679
 EK0679                          STATION RECOVERY (1990)
 EK0679
 EK0679'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0749 ***********************************************************************
 FF0749  DESIGNATION -  S 3
 FF0749  PID         -  FF0749
 FF0749  STATE/COUNTY-  AR/CRAIGHEAD
 FF0749  USGS QUAD   -  NEEDHAM (1983)
 FF0749
 FF0749                         *CURRENT SURVEY CONTROL
 FF0749  ___________________________________________________________________
 FF0749* NAD 83(1986)-  35 47 42.     (N)    090 37 20.     (W)     SCALED    
 FF0749* NAVD 88     -        72.264  (meters)     237.09   (feet)  ADJUSTED  
 FF0749  ___________________________________________________________________
 FF0749  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FF0749  DYNAMIC HT  -          72.203 (meters)     236.89  (feet)  COMP
 FF0749  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 FF0749
 FF0749  VERT ORDER  -  FIRST     CLASS II
 FF0749
 FF0749.The horizontal coordinates were scaled from a topographic map and have
 FF0749.an estimated accuracy of +/- 6 seconds.
 FF0749
 FF0749.The orthometric height was determined by differential leveling
 FF0749.and adjusted by the National Geodetic Survey in January 1995..
 FF0749.WARNING-Repeat measurements at this control monument indicate possible
 FF0749.vertical movement.
 FF0749
 FF0749.The geoid height was determined by GEOID03.
 FF0749
 FF0749.The dynamic height is computed by dividing the NAVD 88
 FF0749.geopotential number by the normal gravity value computed on the
 FF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0749.degrees latitude (g = 980.6199 gals.).
 FF0749
 FF0749.The modeled gravity was interpolated from observed gravity values.
 FF0749
 FF0749;                    North         East    Units  Estimated Accuracy
 FF0749;SPC AR N     -   163,030.      524,540.      MT  (+/- 180 meters Scaled)
 FF0749
 FF0749                          SUPERSEDED SURVEY CONTROL
 FF0749
 FF0749  NAVD 88 (06/15/91)   72.277  (m)          237.13   (f) UNKNOWN     1 2
 FF0749  NGVD 29 (10/05/93)   72.186  (m)          236.83   (f) ADJUSTED    1 2
 FF0749
 FF0749.Superseded values are not recommended for survey control.
 FF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0749.See file dsdata.txt to determine how the superseded data were derived.
 FF0749
 FF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV148638(NAD 83)
 FF0749_MARKER: DB = BENCH MARK DISK
 FF0749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0749_SP_SET: HEADWALL
 FF0749_STAMPING: S 3 1928 236.870
 FF0749_MARK LOGO: CGS   
 FF0749_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0749+STABILITY: SURFACE MOTION
 FF0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0749+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF0749
 FF0749  HISTORY     - Date     Condition        Report By
 FF0749  HISTORY     - 1928     MONUMENTED       CGS
 FF0749  HISTORY     - 1956     GOOD             CGS
 FF0749  HISTORY     - 19920322 GOOD             NGS
 FF0749  HISTORY     - 20020814 GOOD             USACE
 FF0749
 FF0749                          STATION DESCRIPTION
 FF0749
 FF0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0749'2.2 MI SE FROM NETTLETON.
 FF0749'2.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0749'THE STATION AT NETTLETON, IN THE TOP AND 1 FOOT SOUTHEAST OF
 FF0749'NORTHWEST END OF THE SOUTHWEST HEAD WALL OF A 6-FOOT CONCRETE BOX
 FF0749'CULVERT UNDER TRACK, 9 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 107
 FF0749'FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM MILE POLE 426 AND ABOUT
 FF0749'3 FEET BELOW LEVEL OF TRACK.
 FF0749
 FF0749                          STATION RECOVERY (1992)
 FF0749
 FF0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0749'2.8 KM (1.75 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF0749'FROM THE JUNCTION OF STATE HIGHWAY 351 (INDUSTRIAL DRIVE) IN
 FF0749'JONESBORO, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 FF0749'END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK,
 FF0749'8.4 M (27.6 FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 2.9 M
 FF0749'(9.5 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE
 FF0749'LEVEL OF THE TRACK.
 FF0749
 FF0749                          STATION RECOVERY (2002)
 FF0749
 FF0749'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1014 ***********************************************************************
 FG1014  DESIGNATION -  S 30
 FG1014  PID         -  FG1014
 FG1014  STATE/COUNTY-  AR/POPE
 FG1014  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1014
 FG1014                         *CURRENT SURVEY CONTROL
 FG1014  ___________________________________________________________________
 FG1014* NAD 83(1986)-  35 18 27.     (N)    093 10 37.     (W)     SCALED    
 FG1014* NAVD 88     -       104.561  (meters)     343.05   (feet)  ADJUSTED  
 FG1014  ___________________________________________________________________
 FG1014  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FG1014  DYNAMIC HT  -         104.461 (meters)     342.72  (feet)  COMP
 FG1014  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 FG1014
 FG1014  VERT ORDER  -  FIRST     CLASS II
 FG1014
 FG1014.The horizontal coordinates were scaled from a topographic map and have
 FG1014.an estimated accuracy of +/- 6 seconds.
 FG1014
 FG1014.The orthometric height was determined by differential leveling
 FG1014.and adjusted by the National Geodetic Survey in June 1991..
 FG1014
 FG1014.The geoid height was determined by GEOID03.
 FG1014
 FG1014.The dynamic height is computed by dividing the NAVD 88
 FG1014.geopotential number by the normal gravity value computed on the
 FG1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1014.degrees latitude (g = 980.6199 gals.).
 FG1014
 FG1014.The modeled gravity was interpolated from observed gravity values.
 FG1014
 FG1014;                    North         East    Units  Estimated Accuracy
 FG1014;SPC AR N     -   108,720.      292,970.      MT  (+/- 180 meters Scaled)
 FG1014
 FG1014                          SUPERSEDED SURVEY CONTROL
 FG1014
 FG1014  NGVD 29 (??/??/92)  104.552  (m)          343.02   (f) ADJ UNCH    1 2
 FG1014
 FG1014.Superseded values are not recommended for survey control.
 FG1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1014.See file dsdata.txt to determine how the superseded data were derived.
 FG1014
 FG1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV839071(NAD 83)
 FG1014_MARKER: DB = BENCH MARK DISK
 FG1014_SETTING: 0 = UNSPECIFIED SETTING
 FG1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1014
 FG1014  HISTORY     - Date     Condition        Report By
 FG1014  HISTORY     - UNK      MONUMENTED       CGS
 FG1014  HISTORY     - 1932     GOOD             NGS
 FG1014  HISTORY     - 1959     GOOD             AEROS
 FG1014  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1014
 FG1014                          STATION DESCRIPTION
 FG1014
 FG1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1014'3.0 MI W FROM RUSSELLVILLE.
 FG1014'ON THE MISSOURI PACIFIC R. R. AT MILE POLE 420/ 31 POLES, 45 FEET W.
 FG1014'OF CROSS ROAD, 75 FEET W. OF SWITCH TRACK TO COAL MINE AND 30 FEET N.
 FG1014'OF TRACK.  NOTE-- SWITCH TRACK IS GONE AS MINE HAS BEEN ABANDONED BUT
 FG1014'BED REMAINS.
 FG1014
 FG1014                          STATION RECOVERY (1959)
 FG1014
 FG1014'RECOVERY NOTE BY AERO SERVICE CORPORATION 1959
 FG1014'RECOVERED IN GOOD CONDITION.
 FG1014
 FG1014                          STATION RECOVERY (1984)
 FG1014
 FG1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1014'SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0709 ***********************************************************************
 EK0709  DESIGNATION -  S 300
 EK0709  PID         -  EK0709
 EK0709  STATE/COUNTY-  AR/POLK
 EK0709  USGS QUAD   -  ACORN (1975)
 EK0709
 EK0709                         *CURRENT SURVEY CONTROL
 EK0709  ___________________________________________________________________
 EK0709* NAD 83(1986)-  34 38 40.     (N)    094 13 04.     (W)     SCALED    
 EK0709* NAVD 88     -       348.595  (meters)    1143.68   (feet)  ADJUSTED  
 EK0709  ___________________________________________________________________
 EK0709  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EK0709  DYNAMIC HT  -         348.218 (meters)    1142.45  (feet)  COMP
 EK0709  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 EK0709
 EK0709  VERT ORDER  -  FIRST     CLASS II
 EK0709
 EK0709.The horizontal coordinates were scaled from a topographic map and have
 EK0709.an estimated accuracy of +/- 6 seconds.
 EK0709
 EK0709.The orthometric height was determined by differential leveling
 EK0709.and adjusted by the National Geodetic Survey in June 1991..
 EK0709
 EK0709.The geoid height was determined by GEOID03.
 EK0709
 EK0709.The dynamic height is computed by dividing the NAVD 88
 EK0709.geopotential number by the normal gravity value computed on the
 EK0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0709.degrees latitude (g = 980.6199 gals.).
 EK0709
 EK0709.The modeled gravity was interpolated from observed gravity values.
 EK0709
 EK0709;                    North         East    Units  Estimated Accuracy
 EK0709;SPC AR S     -   621,570.      196,690.      MT  (+/- 180 meters Scaled)
 EK0709
 EK0709                          SUPERSEDED SURVEY CONTROL
 EK0709
 EK0709.No superseded survey control is available for this station.
 EK0709
 EK0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU883342(NAD 83)
 EK0709_MARKER: I = METAL ROD
 EK0709_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0709+WITH SETTING: INFORMATION.
 EK0709_SP_SET: SHALLOW SET METAL ROD
 EK0709_STAMPING: S 300 1985
 EK0709_MARK LOGO: NGS   
 EK0709_PROJECTION: FLUSH
 EK0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0709_ROD/PIPE-DEPTH: 2.3  meters
 EK0709
 EK0709  HISTORY     - Date     Condition        Report By
 EK0709  HISTORY     - 1985     MONUMENTED       NGS
 EK0709  HISTORY     - 1987     GOOD             USPSQD
 EK0709  HISTORY     - 1988     GOOD             USPSQD
 EK0709  HISTORY     - 1989     GOOD             USPSQD
 EK0709  HISTORY     - 1990     GOOD             USPSQD
 EK0709
 EK0709                          STATION DESCRIPTION
 EK0709
 EK0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0709'11.2 KM (6.95 MI) NORTH FROM MENA.
 EK0709'9.7 KM (6.0 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0709'SOUTHERN RAILROAD STATION IN MENA, THENCE 1.5 KM (0.95 MI) WEST ALONG
 EK0709'U.S. HIGHWAYS 270 AND 59, ABOUT 100 YARDS EAST OF THE KANSAS CITY
 EK0709'SOUTHERN RAILROAD CROSSING, 17.8 METERS (58.4 FT) SOUTH OF THE
 EK0709'CENTERLINE OF THE HIGHWAY (SLOPE MEASUREMENT), 16.3 METERS (53.6 FT)
 EK0709'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE PORCH,
 EK0709'0.61 METERS (2.0 FT) NORTH OF A CORNER FENCE POST, 6.4 METERS
 EK0709'(21.0 FT) EAST OF A 12-INCH MEMOSA TREE, 5.5 METERS (18.2 FT) SOUTH OF
 EK0709'THE APPROXIMATE CENTER OF A DIRT DRIVE, AND 11.7 METERS (38.4 FT) WEST
 EK0709'OF A 30-INCH OAK TREE.  NOTE, DRIVEN TO REFUSAL.
 EK0709'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0709'THE MARK IS 1.2 M BELOW HIGHWAY 270.
 EK0709
 EK0709                          STATION RECOVERY (1987)
 EK0709
 EK0709'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0709'RECOVERED IN GOOD CONDITION.
 EK0709
 EK0709                          STATION RECOVERY (1988)
 EK0709
 EK0709'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0709'RECOVERED IN GOOD CONDITION.
 EK0709
 EK0709                          STATION RECOVERY (1989)
 EK0709
 EK0709'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0709'RECOVERED IN GOOD CONDITION.
 EK0709
 EK0709                          STATION RECOVERY (1990)
 EK0709
 EK0709'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0733 ***********************************************************************
 EK0733  DESIGNATION -  S 301
 EK0733  PID         -  EK0733
 EK0733  STATE/COUNTY-  AR/POLK
 EK0733  USGS QUAD   -  BOG SPRINGS (1985)
 EK0733
 EK0733                         *CURRENT SURVEY CONTROL
 EK0733  ___________________________________________________________________
 EK0733* NAD 83(1986)-  34 21 26.     (N)    094 22 37.     (W)     SCALED    
 EK0733* NAVD 88     -       358.859  (meters)    1177.36   (feet)  ADJUSTED  
 EK0733  ___________________________________________________________________
 EK0733  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 EK0733  DYNAMIC HT  -         358.476 (meters)    1176.10  (feet)  COMP
 EK0733  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 EK0733
 EK0733  VERT ORDER  -  FIRST     CLASS II
 EK0733
 EK0733.The horizontal coordinates were scaled from a topographic map and have
 EK0733.an estimated accuracy of +/- 6 seconds.
 EK0733
 EK0733.The orthometric height was determined by differential leveling
 EK0733.and adjusted by the National Geodetic Survey in June 1991..
 EK0733
 EK0733.The geoid height was determined by GEOID03.
 EK0733
 EK0733.The dynamic height is computed by dividing the NAVD 88
 EK0733.geopotential number by the normal gravity value computed on the
 EK0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0733.degrees latitude (g = 980.6199 gals.).
 EK0733
 EK0733.The modeled gravity was interpolated from observed gravity values.
 EK0733
 EK0733;                    North         East    Units  Estimated Accuracy
 EK0733;SPC AR S     -   590,040.      181,360.      MT  (+/- 180 meters Scaled)
 EK0733
 EK0733                          SUPERSEDED SURVEY CONTROL
 EK0733
 EK0733.No superseded survey control is available for this station.
 EK0733
 EK0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU733026(NAD 83)
 EK0733_MARKER: I = METAL ROD
 EK0733_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0733+WITH SETTING: INFORMATION.
 EK0733_SP_SET: SHALLOW SET METAL ROD
 EK0733_STAMPING: S 301 1985
 EK0733_MARK LOGO: NGS   
 EK0733_PROJECTION: RECESSED 5 CENTIMETERS
 EK0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0733_ROD/PIPE-DEPTH: 1.5  meters
 EK0733
 EK0733  HISTORY     - Date     Condition        Report By
 EK0733  HISTORY     - 1985     MONUMENTED       NGS
 EK0733  HISTORY     - 1987     GOOD             USPSQD
 EK0733  HISTORY     - 1987     GOOD             USPSQD
 EK0733  HISTORY     - 1988     GOOD             USPSQD
 EK0733  HISTORY     - 1989     GOOD             USPSQD
 EK0733  HISTORY     - 1990     GOOD             USPSQD
 EK0733
 EK0733                          STATION DESCRIPTION
 EK0733
 EK0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0733'10.1 KM (6.25 MI) SOUTH FROM COVE.
 EK0733'10.1 KM (6.25 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 EK0733'BARTON AVENUE IN COVE, ALSO ABOUT 60.96 METERS (200.0 FT) WEST OF THE
 EK0733'POST OFFICE IN HATTON, AT THE JUNCTION OF U.S. HIGHWAY 71 AND AN
 EK0733'ASPHALT ROAD LEADING EAST, 14.3 METERS (47.0 FT) EAST OF THE
 EK0733'CENTERLINE OF HIGHWAY 71, 6.3 METERS (20.8 FT) SOUTH OF THE
 EK0733'APPROXIMATE CENTER OF THE ASPHALT ROAD, 0.76 METERS (2.5 FT) SOUTH OF
 EK0733'THE SOUTHERMOST ONE OF TWO POWERLINE POLES, AND 0.76 METERS (2.5 FT)
 EK0733'NORTH OF THE EAST POST OF THE HATTON BAPTIST CHURCH SIGN.  NOTE,
 EK0733'DRIVEN TO REFUSAL.
 EK0733'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0733'THE MARK IS 0.31 M ABOVE ASPHALT ROAD.
 EK0733
 EK0733                          STATION RECOVERY (1987)
 EK0733
 EK0733'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0733'RECOVERED IN GOOD CONDITION.
 EK0733
 EK0733                          STATION RECOVERY (1987)
 EK0733
 EK0733'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0733'RECOVERED IN GOOD CONDITION.
 EK0733
 EK0733                          STATION RECOVERY (1988)
 EK0733
 EK0733'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0733'RECOVERED IN GOOD CONDITION.
 EK0733
 EK0733                          STATION RECOVERY (1989)
 EK0733
 EK0733'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0733'RECOVERED IN GOOD CONDITION.
 EK0733
 EK0733                          STATION RECOVERY (1990)
 EK0733
 EK0733'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0760 ***********************************************************************
 EK0760  DESIGNATION -  S 302
 EK0760  PID         -  EK0760
 EK0760  STATE/COUNTY-  AR/SEVIER
 EK0760  USGS QUAD   -  DE QUEEN (1966)
 EK0760
 EK0760                         *CURRENT SURVEY CONTROL
 EK0760  ___________________________________________________________________
 EK0760* NAD 83(1986)-  34 04 38.     (N)    094 19 56.     (W)     SCALED    
 EK0760* NAVD 88     -       171.308  (meters)     562.03   (feet)  ADJUSTED  
 EK0760  ___________________________________________________________________
 EK0760  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EK0760  DYNAMIC HT  -         171.134 (meters)     561.46  (feet)  COMP
 EK0760  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 EK0760
 EK0760  VERT ORDER  -  FIRST     CLASS II
 EK0760
 EK0760.The horizontal coordinates were scaled from a topographic map and have
 EK0760.an estimated accuracy of +/- 6 seconds.
 EK0760
 EK0760.The orthometric height was determined by differential leveling
 EK0760.and adjusted by the National Geodetic Survey in June 1991..
 EK0760
 EK0760.The geoid height was determined by GEOID03.
 EK0760
 EK0760.The dynamic height is computed by dividing the NAVD 88
 EK0760.geopotential number by the normal gravity value computed on the
 EK0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0760.degrees latitude (g = 980.6199 gals.).
 EK0760
 EK0760.The modeled gravity was interpolated from observed gravity values.
 EK0760
 EK0760;                    North         East    Units  Estimated Accuracy
 EK0760;SPC AR S     -   558,900.      184,770.      MT  (+/- 180 meters Scaled)
 EK0760
 EK0760                          SUPERSEDED SURVEY CONTROL
 EK0760
 EK0760.No superseded survey control is available for this station.
 EK0760
 EK0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT770715(NAD 83)
 EK0760_MARKER: I = METAL ROD
 EK0760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0760_SP_SET: STAINLESS STEEL ROD
 EK0760_STAMPING: S 302 1985
 EK0760_MARK LOGO: NGS   
 EK0760_PROJECTION: FLUSH
 EK0760_MAGNETIC: I = MARKER IS A STEEL ROD
 EK0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0760+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1998
 EK0760_ROD/PIPE-DEPTH: 3.7  meters
 EK0760
 EK0760  HISTORY     - Date     Condition        Report By
 EK0760  HISTORY     - 1985     MONUMENTED       NGS
 EK0760  HISTORY     - 1987     GOOD             USPSQD
 EK0760  HISTORY     - 1988     GOOD             USPSQD
 EK0760  HISTORY     - 1989     GOOD             USPSQD
 EK0760  HISTORY     - 1990     GOOD             USPSQD
 EK0760  HISTORY     - 19980113 GOOD             NGS
 EK0760
 EK0760                          STATION DESCRIPTION
 EK0760
 EK0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0760'3.84 KM (2.4 MI) NORTH FROM DE QUEEN.
 EK0760'3.84 KM (2.4 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF U.S.
 EK0760'HIGHWAY 70 IN DE QUEEN, AT A GRAVEL ROAD LEADING WEST, 15.36 METERS
 EK0760'(50.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.94 METERS (19.5 FT)
 EK0760'NORTH OF THE CENTER OF THE GRAVEL ROAD LEADING WEST, AND 0.60 METERS
 EK0760'(2.0 FT) NORTHWEST OF A POWERLINE POLE NUMBERED 21430.  NOTE, DRIVEN
 EK0760'TO REFUSAL.
 EK0760'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 EK0760'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0760
 EK0760                          STATION RECOVERY (1987)
 EK0760
 EK0760'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0760'RECOVERED IN GOOD CONDITION.
 EK0760
 EK0760                          STATION RECOVERY (1988)
 EK0760
 EK0760'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0760'RECOVERED IN GOOD CONDITION.
 EK0760
 EK0760                          STATION RECOVERY (1989)
 EK0760
 EK0760'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0760'RECOVERED IN GOOD CONDITION.
 EK0760
 EK0760                          STATION RECOVERY (1990)
 EK0760
 EK0760'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0760'RECOVERED IN GOOD CONDITION.
 EK0760
 EK0760                          STATION RECOVERY (1998)
 EK0760
 EK0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 EK0760'3.8 KM (2.35 MI) NORTHERLY ALONG U.S.  HIGHWAY 71 FROM THE JUNCTION OF
 EK0760'U.S.  HIGHWAY 70 IN DEQUEEN, 15.1 M (49.5 FT) WEST OF THE HIGHWAY
 EK0760'CENTERLINE, 6.3 M (20.7 FT) NORTH OF THE CENTER OF MIZE LANE, 0.9 M
 EK0760'(3.0 FT) NORTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) ABOVE THE LEVEL
 EK0760'OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A UTILITY POLE WITH 2 GUY
 EK0760'CABLES, AND 0.4 M (1.3 FT) SOUTH OF UNDERGROUND CABLE JUNCTION BOX
 EK0760'NUMBER 12 85 1.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EK0760'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1069 ***********************************************************************
 DM1069  DESIGNATION -  S 303
 DM1069  PID         -  DM1069
 DM1069  STATE/COUNTY-  AR/LITTLE RIVER
 DM1069  USGS QUAD   -  WINTHROP (1975)
 DM1069
 DM1069                         *CURRENT SURVEY CONTROL
 DM1069  ___________________________________________________________________
 DM1069* NAD 83(1986)-  33 47 33.     (N)    094 18 07.     (W)     SCALED    
 DM1069* NAVD 88     -       102.391  (meters)     335.93   (feet)  ADJUSTED  
 DM1069  ___________________________________________________________________
 DM1069  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DM1069  DYNAMIC HT  -         102.286 (meters)     335.58  (feet)  COMP
 DM1069  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 DM1069
 DM1069  VERT ORDER  -  FIRST     CLASS II
 DM1069
 DM1069.The horizontal coordinates were scaled from a topographic map and have
 DM1069.an estimated accuracy of +/- 6 seconds.
 DM1069
 DM1069.The orthometric height was determined by differential leveling
 DM1069.and adjusted by the National Geodetic Survey in June 1991..
 DM1069
 DM1069.The geoid height was determined by GEOID03.
 DM1069
 DM1069.The dynamic height is computed by dividing the NAVD 88
 DM1069.geopotential number by the normal gravity value computed on the
 DM1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1069.degrees latitude (g = 980.6199 gals.).
 DM1069
 DM1069.The modeled gravity was interpolated from observed gravity values.
 DM1069
 DM1069;                    North         East    Units  Estimated Accuracy
 DM1069;SPC AR S     -   527,270.      186,850.      MT  (+/- 180 meters Scaled)
 DM1069
 DM1069                          SUPERSEDED SURVEY CONTROL
 DM1069
 DM1069.No superseded survey control is available for this station.
 DM1069
 DM1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT794399(NAD 83)
 DM1069_MARKER: I = METAL ROD
 DM1069_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1069_SP_SET: STAINLESS STEEL ROD
 DM1069_STAMPING: S 303 1985
 DM1069_MARK LOGO: NGS   
 DM1069_PROJECTION: FLUSH
 DM1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1069_ROD/PIPE-DEPTH: 7.3  meters
 DM1069
 DM1069  HISTORY     - Date     Condition        Report By
 DM1069  HISTORY     - 1985     MONUMENTED       NGS
 DM1069  HISTORY     - 1987     GOOD             USPSQD
 DM1069  HISTORY     - 1988     GOOD             USPSQD
 DM1069  HISTORY     - 1989     GOOD             USPSQD
 DM1069  HISTORY     - 1990     GOOD             USPSQD
 DM1069  HISTORY     - 19920823 GOOD             USPSQD
 DM1069
 DM1069                          STATION DESCRIPTION
 DM1069
 DM1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1069'6.8 KM (4.2 MI) SSE FROM WINTHROP.
 DM1069'6.8 KM (4.2 MI) SOUTH-SOUTHEAST ALONG STATE ROUTE 234 FROM THE POST
 DM1069'OFFICE IN WINTHROP, SET BETWEEN TWO WITNESS POSTS, 10.9 METERS
 DM1069'(35.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.1 METERS
 DM1069'(52.7 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN
 DM1069'RAILROAD, 1.4 METERS (4.6 FT) SOUTHEAST OF A POWERLINE POLE, AND
 DM1069'7.7 METERS (25.2 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST.  NOTE,
 DM1069'DRIVEN TO REFUSAL.
 DM1069'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 DM1069'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1069
 DM1069                          STATION RECOVERY (1987)
 DM1069
 DM1069'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1069'RECOVERED IN GOOD CONDITION.
 DM1069
 DM1069                          STATION RECOVERY (1988)
 DM1069
 DM1069'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1069'RECOVERED IN GOOD CONDITION.
 DM1069
 DM1069                          STATION RECOVERY (1989)
 DM1069
 DM1069'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1069'RECOVERED IN GOOD CONDITION.
 DM1069
 DM1069                          STATION RECOVERY (1990)
 DM1069
 DM1069'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1069'RECOVERED IN GOOD CONDITION.
 DM1069
 DM1069                          STATION RECOVERY (1992)
 DM1069
 DM1069'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1147 ***********************************************************************
 DM1147  DESIGNATION -  S 307
 DM1147  PID         -  DM1147
 DM1147  STATE/COUNTY-  AR/LITTLE RIVER
 DM1147  USGS QUAD   -  ASHDOWN EAST (1975)
 DM1147
 DM1147                         *CURRENT SURVEY CONTROL
 DM1147  ___________________________________________________________________
 DM1147* NAD 83(1986)-  33 37 53.     (N)    094 05 23.     (W)     SCALED    
 DM1147* NAVD 88     -        95.921  (meters)     314.70   (feet)  ADJUSTED  
 DM1147  ___________________________________________________________________
 DM1147  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DM1147  DYNAMIC HT  -          95.821 (meters)     314.37  (feet)  COMP
 DM1147  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 DM1147
 DM1147  VERT ORDER  -  FIRST     CLASS II
 DM1147
 DM1147.The horizontal coordinates were scaled from a topographic map and have
 DM1147.an estimated accuracy of +/- 6 seconds.
 DM1147
 DM1147.The orthometric height was determined by differential leveling
 DM1147.and adjusted by the National Geodetic Survey in June 1991..
 DM1147
 DM1147.The geoid height was determined by GEOID03.
 DM1147
 DM1147.The dynamic height is computed by dividing the NAVD 88
 DM1147.geopotential number by the normal gravity value computed on the
 DM1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1147.degrees latitude (g = 980.6199 gals.).
 DM1147
 DM1147.The modeled gravity was interpolated from observed gravity values.
 DM1147
 DM1147;                    North         East    Units  Estimated Accuracy
 DM1147;SPC AR S     -   508,980.      206,140.      MT  (+/- 180 meters Scaled)
 DM1147
 DM1147                          SUPERSEDED SURVEY CONTROL
 DM1147
 DM1147.No superseded survey control is available for this station.
 DM1147
 DM1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT989218(NAD 83)
 DM1147_MARKER: I = METAL ROD
 DM1147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1147_SP_SET: STAINLESS STEEL ROD
 DM1147_STAMPING: S 307 1985
 DM1147_MARK LOGO: NGS   
 DM1147_PROJECTION: FLUSH
 DM1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1147_ROD/PIPE-DEPTH: 4.3  meters
 DM1147
 DM1147  HISTORY     - Date     Condition        Report By
 DM1147  HISTORY     - 1985     MONUMENTED       NGS
 DM1147  HISTORY     - 20040922 GOOD             NGS
 DM1147
 DM1147                          STATION DESCRIPTION
 DM1147
 DM1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1147'6.2 KM (3.85 MI) SE FROM ASHDOWN.
 DM1147'6.2 KM (3.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 71 FROM ITS NORTH
 DM1147'JUNCTION WITH STATE HIGHWAY 32 IN ASHDOWN, 14.2 M (46.6 FT) SOUTHWEST
 DM1147'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 10.8 M
 DM1147'(35.4 FT) NORTHEAST OF THE NEAR RAIL OF THE KANSAS CITY AND SOUTHERN
 DM1147'RAILROAD, 9.6 M (31.5 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, AND
 DM1147'1.3 M (4.3 FT) SOUTHEAST OF UTILITY POLE NUMBER 30582.  NOTE--ACCESS
 DM1147'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1147'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 DM1147'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DM1147
 DM1147                          STATION RECOVERY (2004)
 DM1147
 DM1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 DM1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1269 ***********************************************************************
 GE1269  DESIGNATION -  S 308
 GE1269  PID         -  GE1269
 GE1269  STATE/COUNTY-  AR/FULTON
 GE1269  USGS QUAD   -  WIRTH (1968)
 GE1269
 GE1269                         *CURRENT SURVEY CONTROL
 GE1269  ___________________________________________________________________
 GE1269* NAD 83(1986)-  36 26 27.     (N)    091 29 51.     (W)     SCALED    
 GE1269* NAVD 88     -       157.299  (meters)     516.07   (feet)  ADJUSTED  
 GE1269  ___________________________________________________________________
 GE1269  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GE1269  DYNAMIC HT  -         157.170 (meters)     515.65  (feet)  COMP
 GE1269  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 GE1269
 GE1269  VERT ORDER  -  FIRST     CLASS II
 GE1269
 GE1269.The horizontal coordinates were scaled from a topographic map and have
 GE1269.an estimated accuracy of +/- 6 seconds.
 GE1269
 GE1269.The orthometric height was determined by differential leveling
 GE1269.and adjusted by the National Geodetic Survey in January 1995..
 GE1269
 GE1269.The geoid height was determined by GEOID03.
 GE1269
 GE1269.The dynamic height is computed by dividing the NAVD 88
 GE1269.geopotential number by the normal gravity value computed on the
 GE1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1269.degrees latitude (g = 980.6199 gals.).
 GE1269
 GE1269.The modeled gravity was interpolated from observed gravity values.
 GE1269
 GE1269;                    North         East    Units  Estimated Accuracy
 GE1269;SPC AR N     -   233,940.      445,060.      MT  (+/- 180 meters Scaled)
 GE1269
 GE1269                          SUPERSEDED SURVEY CONTROL
 GE1269
 GE1269  NGVD 29 (10/05/93)  157.181  (m)          515.68   (f) ADJUSTED    1 2
 GE1269
 GE1269.Superseded values are not recommended for survey control.
 GE1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1269.See file dsdata.txt to determine how the superseded data were derived.
 GE1269
 GE1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA346338(NAD 83)
 GE1269_MARKER: DV = VERTICAL CONTROL DISK
 GE1269_SETTING: 66 = SET IN ROCK OUTCROP
 GE1269_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1269_STAMPING: S 308 1990
 GE1269_MARK LOGO: NGS   
 GE1269_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1269+STABILITY: POSITION/ELEVATION WELL
 GE1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1269+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1269
 GE1269  HISTORY     - Date     Condition        Report By
 GE1269  HISTORY     - 1990     MONUMENTED       NGS
 GE1269
 GE1269                          STATION DESCRIPTION
 GE1269
 GE1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1269'8.4 KM (5.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1269'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN A 10 BY 20-FOOT EXPOSED AREA
 GE1269'OF BEDROCK IN A HIGHWAY CUT, 35.8 M (117.5 FT) NORTH OF THE SOUTH END
 GE1269'OF THE CUT, 8.1 M (26.6 FT) WEST OF THE HIGHWAY CENTERLINE, 0.8 M
 GE1269'(2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) SOUTH OF
 GE1269'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0927 ***********************************************************************
 GG0927  DESIGNATION -  S 309
 GG0927  PID         -  GG0927
 GG0927  STATE/COUNTY-  AR/BENTON
 GG0927  USGS QUAD   -  PEA RIDGE (1981)
 GG0927
 GG0927                         *CURRENT SURVEY CONTROL
 GG0927  ___________________________________________________________________
 GG0927* NAD 83(1986)-  36 26 10.     (N)    094 02 23.     (W)     SCALED    
 GG0927* NAVD 88     -       426.194  (meters)    1398.27   (feet)  ADJUSTED  
 GG0927  ___________________________________________________________________
 GG0927  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GG0927  DYNAMIC HT  -         425.820 (meters)    1397.04  (feet)  COMP
 GG0927  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 GG0927
 GG0927  VERT ORDER  -  FIRST     CLASS II
 GG0927
 GG0927.The horizontal coordinates were scaled from a topographic map and have
 GG0927.an estimated accuracy of +/- 6 seconds.
 GG0927
 GG0927.The orthometric height was determined by differential leveling
 GG0927.and adjusted by the National Geodetic Survey in June 1991..
 GG0927
 GG0927.The geoid height was determined by GEOID03.
 GG0927
 GG0927.The dynamic height is computed by dividing the NAVD 88
 GG0927.geopotential number by the normal gravity value computed on the
 GG0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0927.degrees latitude (g = 980.6199 gals.).
 GG0927
 GG0927.The modeled gravity was interpolated from observed gravity values.
 GG0927
 GG0927;                    North         East    Units  Estimated Accuracy
 GG0927;SPC AR N     -   235,190.      217,110.      MT  (+/- 180 meters Scaled)
 GG0927
 GG0927                          SUPERSEDED SURVEY CONTROL
 GG0927
 GG0927  NGVD 29 (10/05/93)  426.045  (m)         1397.78   (f) ADJUSTED    1 2
 GG0927
 GG0927.Superseded values are not recommended for survey control.
 GG0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0927.See file dsdata.txt to determine how the superseded data were derived.
 GG0927
 GG0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA068328(NAD 83)
 GG0927_MARKER: I = METAL ROD
 GG0927_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0927+WITH SETTING: INFORMATION.
 GG0927_SP_SET: METAL ROD DRIVEN INTO GROUND
 GG0927_STAMPING: S 309 1989
 GG0927_MARK LOGO: NGS   
 GG0927_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0927+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0927
 GG0927  HISTORY     - Date     Condition        Report By
 GG0927  HISTORY     - 1989     MONUMENTED       NGS
 GG0927
 GG0927                          STATION DESCRIPTION
 GG0927
 GG0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0927'11.8 KM (7.35 MI) NORTHERLY ALONG U.S. HIGHWAY 62 FROM ITS JUNCTION
 GG0927'WITH STATE HIGHWAY 94 IN ROGERS, A METAL ROD DRIVEN TO REFUSAL AT 0.8
 GG0927'M AND FLUSH WITH GROUND, 1.5 KM (0.95 MI) NORTHEAST OF THE
 GG0927'INTERSECTION OF STATE HIGHWAY 72, 26 M (85.3 FT) EAST NORTHEAST OF
 GG0927'THE CENTER OF A DRIVEWAY, 18.0 M (59.1 FT) NORTHWEST OF THE
 GG0927'CENTERLINE OF THE HIGHWAY, 13.8 M (45.3 FT) NORTHEAST OF UTILITY POLE
 GG0927'NUMBER 2004, 0.8 M (2.6 FT) SOUTHWEST OF A CONCRETE HIGHWAY RIGHT OF
 GG0927'WAY POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 GG0927'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 GG0927'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0899 ***********************************************************************
 GG0899  DESIGNATION -  S 310
 GG0899  PID         -  GG0899
 GG0899  STATE/COUNTY-  AR/WASHINGTON
 GG0899  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0899
 GG0899                         *CURRENT SURVEY CONTROL
 GG0899  ___________________________________________________________________
 GG0899* NAD 83(1986)-  36 01 23.     (N)    094 10 38.     (W)     SCALED    
 GG0899* NAVD 88     -       385.713  (meters)    1265.46   (feet)  ADJUSTED  
 GG0899  ___________________________________________________________________
 GG0899  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0899  DYNAMIC HT  -         385.365 (meters)    1264.32  (feet)  COMP
 GG0899  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 GG0899
 GG0899  VERT ORDER  -  FIRST     CLASS II
 GG0899
 GG0899.The horizontal coordinates were scaled from a topographic map and have
 GG0899.an estimated accuracy of +/- 6 seconds.
 GG0899
 GG0899.The orthometric height was determined by differential leveling
 GG0899.and adjusted by the National Geodetic Survey in June 1991..
 GG0899
 GG0899.The geoid height was determined by GEOID03.
 GG0899
 GG0899.The dynamic height is computed by dividing the NAVD 88
 GG0899.geopotential number by the normal gravity value computed on the
 GG0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0899.degrees latitude (g = 980.6199 gals.).
 GG0899
 GG0899.The modeled gravity was interpolated from observed gravity values.
 GG0899
 GG0899;                    North         East    Units  Estimated Accuracy
 GG0899;SPC AR N     -   189,630.      203,770.      MT  (+/- 180 meters Scaled)
 GG0899
 GG0899                          SUPERSEDED SURVEY CONTROL
 GG0899
 GG0899  NGVD 29 (10/05/93)  385.548  (m)         1264.92   (f) ADJUSTED    1 2
 GG0899
 GG0899.Superseded values are not recommended for survey control.
 GG0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0899.See file dsdata.txt to determine how the superseded data were derived.
 GG0899
 GG0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV939871(NAD 83)
 GG0899_MARKER: I = METAL ROD
 GG0899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0899_SP_SET: STAINLESS STEEL ROD
 GG0899_STAMPING: S 310 1989
 GG0899_MARK LOGO: NGS   
 GG0899_PROJECTION: FLUSH
 GG0899_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0899+STABILITY: POSITION/ELEVATION WELL
 GG0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0899+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0899_ROD/PIPE-DEPTH: 6.4  meters
 GG0899
 GG0899  HISTORY     - Date     Condition        Report By
 GG0899  HISTORY     - 1989     MONUMENTED       NGS
 GG0899  HISTORY     - 19961102 GOOD             USPSQD
 GG0899
 GG0899                          STATION DESCRIPTION
 GG0899
 GG0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0899'1.0 KM (0.60 MI) SOUTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD
 GG0899'FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 71 IN FAYETTEVILLE, 13.7 M
 GG0899'(44.9 FT) SOUTH OF THE CENTERLINE OF SUNRISE MOUNTAIN ROAD, 7.7 M
 GG0899'(25.3 FT) WEST OF THE NEAR RAIL, 7.1 M (23.3 FT) EAST OF A FENCE, 0.3
 GG0899'M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) SOUTH OF
 GG0899'A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GG0899'LOGO CAP.
 GG0899
 GG0899                          STATION RECOVERY (1996)
 GG0899
 GG0899'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1211 ***********************************************************************
 FH1211  DESIGNATION -  S 311
 FH1211  PID         -  FH1211
 FH1211  STATE/COUNTY-  AR/CRAWFORD
 FH1211  USGS QUAD   -  RUDY (1983)
 FH1211
 FH1211                         *CURRENT SURVEY CONTROL
 FH1211  ___________________________________________________________________
 FH1211* NAD 83(1986)-  35 32 01.     (N)    094 15 49.     (W)     SCALED    
 FH1211* NAVD 88     -       192.395  (meters)     631.22   (feet)  ADJUSTED  
 FH1211  ___________________________________________________________________
 FH1211  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FH1211  DYNAMIC HT  -         192.218 (meters)     630.64  (feet)  COMP
 FH1211  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FH1211
 FH1211  VERT ORDER  -  FIRST     CLASS II
 FH1211
 FH1211.The horizontal coordinates were scaled from a topographic map and have
 FH1211.an estimated accuracy of +/- 6 seconds.
 FH1211
 FH1211.The orthometric height was determined by differential leveling
 FH1211.and adjusted by the National Geodetic Survey in June 1991..
 FH1211
 FH1211.The geoid height was determined by GEOID03.
 FH1211
 FH1211.The dynamic height is computed by dividing the NAVD 88
 FH1211.geopotential number by the normal gravity value computed on the
 FH1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1211.degrees latitude (g = 980.6199 gals.).
 FH1211
 FH1211.The modeled gravity was interpolated from observed gravity values.
 FH1211
 FH1211;                    North         East    Units  Estimated Accuracy
 FH1211;SPC AR N     -   135,520.      194,740.      MT  (+/- 180 meters Scaled)
 FH1211
 FH1211                          SUPERSEDED SURVEY CONTROL
 FH1211
 FH1211  NGVD 29 (10/05/93)  192.293  (m)          630.88   (f) ADJUSTED    1 2
 FH1211
 FH1211.Superseded values are not recommended for survey control.
 FH1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1211.See file dsdata.txt to determine how the superseded data were derived.
 FH1211
 FH1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV854329(NAD 83)
 FH1211_MARKER: I = METAL ROD
 FH1211_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1211+WITH SETTING: INFORMATION.
 FH1211_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1211_STAMPING: S 311 1989
 FH1211_MARK LOGO: NGS   
 FH1211_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1211+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1211
 FH1211  HISTORY     - Date     Condition        Report By
 FH1211  HISTORY     - 1989     MONUMENTED       NGS
 FH1211
 FH1211                          STATION DESCRIPTION
 FH1211
 FH1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1211'1.3 KM (0.80 MI) NORTHEASTERLY ALONG STATE HIGHWAY 282 FROM THE
 FH1211'JUNCTION OF THE ARKANSAS AND MISSOURI RAILROAD IN RUDY, A METAL ROD
 FH1211'DRIVEN TO REFUSAL AT 1.1 M AND FLUSH WITH GROUND, 6.8 M (22.3 FT)
 FH1211'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.8 M (19.0 FT) SOUTHWEST
 FH1211'OF THE CENTER OF A GATE AND FIELD ENTRANCE, 0.3 M (1.0 FT) SOUTHEAST
 FH1211'OF A WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY.
 FH1211'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1234 ***********************************************************************
 FH1234  DESIGNATION -  S 312
 FH1234  PID         -  FH1234
 FH1234  STATE/COUNTY-  AR/CRAWFORD
 FH1234  USGS QUAD   -  FERN (1983)
 FH1234
 FH1234                         *CURRENT SURVEY CONTROL
 FH1234  ___________________________________________________________________
 FH1234* NAD 83(1986)-  35 44 54.     (N)    094 06 53.     (W)     SCALED    
 FH1234* NAVD 88     -       609.553  (meters)    1999.84   (feet)  ADJUSTED  
 FH1234  ___________________________________________________________________
 FH1234  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FH1234  DYNAMIC HT  -         608.972 (meters)    1997.94  (feet)  COMP
 FH1234  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 FH1234
 FH1234  VERT ORDER  -  FIRST     CLASS II
 FH1234
 FH1234.The horizontal coordinates were scaled from a topographic map and have
 FH1234.an estimated accuracy of +/- 6 seconds.
 FH1234
 FH1234.The orthometric height was determined by differential leveling
 FH1234.and adjusted by the National Geodetic Survey in June 1991..
 FH1234
 FH1234.The geoid height was determined by GEOID03.
 FH1234
 FH1234.The dynamic height is computed by dividing the NAVD 88
 FH1234.geopotential number by the normal gravity value computed on the
 FH1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1234.degrees latitude (g = 980.6199 gals.).
 FH1234
 FH1234.The modeled gravity was interpolated from observed gravity values.
 FH1234
 FH1234;                    North         East    Units  Estimated Accuracy
 FH1234;SPC AR N     -   159,040.      208,750.      MT  (+/- 180 meters Scaled)
 FH1234
 FH1234                          SUPERSEDED SURVEY CONTROL
 FH1234
 FH1234  NGVD 29 (10/05/93)  609.404  (m)         1999.35   (f) ADJUSTED    1 2
 FH1234
 FH1234.Superseded values are not recommended for survey control.
 FH1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1234.See file dsdata.txt to determine how the superseded data were derived.
 FH1234
 FH1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV992566(NAD 83)
 FH1234_MARKER: DV = VERTICAL CONTROL DISK
 FH1234_SETTING: 66 = SET IN ROCK OUTCROP
 FH1234_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1234_STAMPING: S 312 1989
 FH1234_MARK LOGO: NGS   
 FH1234_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1234+STABILITY: POSITION/ELEVATION WELL
 FH1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1234+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1234
 FH1234  HISTORY     - Date     Condition        Report By
 FH1234  HISTORY     - 1989     MONUMENTED       NGS
 FH1234
 FH1234                          STATION DESCRIPTION
 FH1234
 FH1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1234'7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1234'WITH STATE HIGHWAY 74 IN WINSLOW, IN THE NORTHERN 1/3 OF AN EXPOSED
 FH1234'AREA OF BEDROCK IN A HIGHWAY CUT, 40.3 M (132.2 FT) NORTH OF THE
 FH1234'NORTH END OF A CONCRETE PIPE CULVERT, 11.2 M (36.7 FT) WEST OF THE
 FH1234'CENTER OF THE HIGHWAY, 1.4 M (4.6 FT) NORTHWEST OF A WITNESS POST,
 FH1234'AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1252 ***********************************************************************
 GE1252  DESIGNATION -  S 313
 GE1252  PID         -  GE1252
 GE1252  STATE/COUNTY-  AR/SHARP
 GE1252  USGS QUAD   -  HARDY (1981)
 GE1252
 GE1252                         *CURRENT SURVEY CONTROL
 GE1252  ___________________________________________________________________
 GE1252* NAD 83(1986)-  36 17 52.     (N)    091 26 00.     (W)     SCALED    
 GE1252* NAVD 88     -       108.981  (meters)     357.55   (feet)  ADJUSTED  
 GE1252  ___________________________________________________________________
 GE1252  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GE1252  DYNAMIC HT  -         108.890 (meters)     357.25  (feet)  COMP
 GE1252  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GE1252
 GE1252  VERT ORDER  -  FIRST     CLASS II
 GE1252
 GE1252.The horizontal coordinates were scaled from a topographic map and have
 GE1252.an estimated accuracy of +/- 6 seconds.
 GE1252
 GE1252.The orthometric height was determined by differential leveling
 GE1252.and adjusted by the National Geodetic Survey in January 1995..
 GE1252
 GE1252.The geoid height was determined by GEOID03.
 GE1252
 GE1252.The dynamic height is computed by dividing the NAVD 88
 GE1252.geopotential number by the normal gravity value computed on the
 GE1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1252.degrees latitude (g = 980.6199 gals.).
 GE1252
 GE1252.The modeled gravity was interpolated from observed gravity values.
 GE1252
 GE1252;                    North         East    Units  Estimated Accuracy
 GE1252;SPC AR N     -   218,090.      450,900.      MT  (+/- 180 meters Scaled)
 GE1252
 GE1252                          SUPERSEDED SURVEY CONTROL
 GE1252
 GE1252  NGVD 29 (10/05/93)  108.873  (m)          357.19   (f) ADJUSTED    1 2
 GE1252
 GE1252.Superseded values are not recommended for survey control.
 GE1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1252.See file dsdata.txt to determine how the superseded data were derived.
 GE1252
 GE1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA406181(NAD 83)
 GE1252_MARKER: DV = VERTICAL CONTROL DISK
 GE1252_SETTING: 66 = SET IN ROCK OUTCROP
 GE1252_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1252_STAMPING: S 313 1990
 GE1252_MARK LOGO: NGS   
 GE1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1252+STABILITY: POSITION/ELEVATION WELL
 GE1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1252+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1252
 GE1252  HISTORY     - Date     Condition        Report By
 GE1252  HISTORY     - 1990     MONUMENTED       NGS
 GE1252
 GE1252                          STATION DESCRIPTION
 GE1252
 GE1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1252'5.5 KM (3.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1252'U.S. HIGHWAY 62 IN HARDY, IN A LEDGE AT THE BASE OF A VERTICAL
 GE1252'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 87.3 M (286.4 FT) NORTHEAST
 GE1252'OF THE CENTER OF A GRAVELED ROAD, 7.2 M (23.6 FT) NORTHWEST OF THE
 GE1252'HIGHWAY CENTERLINE, 1.5 M (4.9 FT) NORTHEAST OF A HIGHWAY CENTERLINE,
 GE1252'1.5 M (4.9 FT) NORTHEAST OF A WITNESS POST, AND 1.2 M (3.9 FT) BELOW
 GE1252'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2187 ***********************************************************************
 FF2187  DESIGNATION -  S 314
 FF2187  PID         -  FF2187
 FF2187  STATE/COUNTY-  AR/POINSETT
 FF2187  USGS QUAD   -  HATCHIE COON (1983)
 FF2187
 FF2187                         *CURRENT SURVEY CONTROL
 FF2187  ___________________________________________________________________
 FF2187* NAD 83(1986)-  35 37 39.     (N)    090 29 51.     (W)     SCALED    
 FF2187* NAVD 88     -        66.233  (meters)     217.30   (feet)  ADJUSTED  
 FF2187  ___________________________________________________________________
 FF2187  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF2187  DYNAMIC HT  -          66.175 (meters)     217.11  (feet)  COMP
 FF2187  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 FF2187
 FF2187  VERT ORDER  -  FIRST     CLASS II
 FF2187
 FF2187.The horizontal coordinates were scaled from a topographic map and have
 FF2187.an estimated accuracy of +/- 6 seconds.
 FF2187
 FF2187.The orthometric height was determined by differential leveling
 FF2187.and adjusted by the National Geodetic Survey in January 1995..
 FF2187
 FF2187.The geoid height was determined by GEOID03.
 FF2187
 FF2187.The dynamic height is computed by dividing the NAVD 88
 FF2187.geopotential number by the normal gravity value computed on the
 FF2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2187.degrees latitude (g = 980.6199 gals.).
 FF2187
 FF2187.The modeled gravity was interpolated from observed gravity values.
 FF2187
 FF2187;                    North         East    Units  Estimated Accuracy
 FF2187;SPC AR N     -   144,620.      536,090.      MT  (+/- 180 meters Scaled)
 FF2187
 FF2187                          SUPERSEDED SURVEY CONTROL
 FF2187
 FF2187  NGVD 29 (10/05/93)   66.169  (m)          217.09   (f) ADJUSTED    1 2
 FF2187
 FF2187.Superseded values are not recommended for survey control.
 FF2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2187.See file dsdata.txt to determine how the superseded data were derived.
 FF2187
 FF2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV266455(NAD 83)
 FF2187_MARKER: I = METAL ROD
 FF2187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2187_SP_SET: STAINLESS STEEL ROD
 FF2187_STAMPING: S 314 1990
 FF2187_MARK LOGO: NGS   
 FF2187_PROJECTION: FLUSH
 FF2187_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2187+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 FF2187_ROD/PIPE-DEPTH: 20.7 meters
 FF2187
 FF2187  HISTORY     - Date     Condition        Report By
 FF2187  HISTORY     - 1990     MONUMENTED       NGS
 FF2187  HISTORY     - 20020802 GOOD             USACE
 FF2187
 FF2187                          STATION DESCRIPTION
 FF2187
 FF2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2187'6.0 KM (3.70 MI)  SOUTHERLY ALONG OLD U.S. HIGHWAY 63 FROM THE
 FF2187'JUNCTION OF STATE HIGHWAY 69 IN TRUMANN, THENCE 0.4 KM (0.25 MI)
 FF2187'SOUTHERLY ALONG U.S. HIGHWAY 63, 32.0 M (105.0 FT)  SOUTHEAST OF THE
 FF2187'CENTER OF A POWER LINE CROSSING, 27.5 M (90.2 FT)  NORTHEAST OF THE
 FF2187'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 17.0 M (55.8 FT)
 FF2187'NORTHEAST OF THE CENTER OF AN OFF-RAMP, 1.8 M (5.9 FT)  BELOW THE
 FF2187'LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)  NORTH-NORTHWEST OF THE MOST
 FF2187'NORTHWESTERLY OF 5 BRACED FENCE POSTS, AND 0.5 M (1.6 FT)  SOUTHWEST
 FF2187'OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS
 FF2187'THROUGH A 5-INCH LOGO CAP.
 FF2187
 FF2187                          STATION RECOVERY (2002)
 FF2187
 FF2187'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1219 ***********************************************************************
 GE1219  DESIGNATION -  S 315
 GE1219  PID         -  GE1219
 GE1219  STATE/COUNTY-  AR/LAWRENCE
 GE1219  USGS QUAD   -  BLACK ROCK (1974)
 GE1219
 GE1219                         *CURRENT SURVEY CONTROL
 GE1219  ___________________________________________________________________
 GE1219* NAD 83(1986)-  36 06 29.     (N)    091 07 04.     (W)     SCALED    
 GE1219* NAVD 88     -        95.224  (meters)     312.41   (feet)  ADJUSTED  
 GE1219  ___________________________________________________________________
 GE1219  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GE1219  DYNAMIC HT  -          95.145 (meters)     312.15  (feet)  COMP
 GE1219  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 GE1219
 GE1219  VERT ORDER  -  FIRST     CLASS II
 GE1219
 GE1219.The horizontal coordinates were scaled from a topographic map and have
 GE1219.an estimated accuracy of +/- 6 seconds.
 GE1219
 GE1219.The orthometric height was determined by differential leveling
 GE1219.and adjusted by the National Geodetic Survey in January 1995..
 GE1219
 GE1219.The geoid height was determined by GEOID03.
 GE1219
 GE1219.The dynamic height is computed by dividing the NAVD 88
 GE1219.geopotential number by the normal gravity value computed on the
 GE1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1219.degrees latitude (g = 980.6199 gals.).
 GE1219
 GE1219.The modeled gravity was interpolated from observed gravity values.
 GE1219
 GE1219;                    North         East    Units  Estimated Accuracy
 GE1219;SPC AR N     -   197,250.      479,430.      MT  (+/- 180 meters Scaled)
 GE1219
 GE1219                          SUPERSEDED SURVEY CONTROL
 GE1219
 GE1219  NGVD 29 (10/05/93)   95.131  (m)          312.11   (f) ADJUSTED    1 2
 GE1219
 GE1219.Superseded values are not recommended for survey control.
 GE1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1219.See file dsdata.txt to determine how the superseded data were derived.
 GE1219
 GE1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV694975(NAD 83)
 GE1219_MARKER: I = METAL ROD
 GE1219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1219_SP_SET: STAINLESS STEEL ROD
 GE1219_STAMPING: S 315 1990
 GE1219_MARK LOGO: NGS   
 GE1219_PROJECTION: FLUSH
 GE1219_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1219+STABILITY: POSITION/ELEVATION WELL
 GE1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1219+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1219_ROD/PIPE-DEPTH: 5.9  meters
 GE1219
 GE1219  HISTORY     - Date     Condition        Report By
 GE1219  HISTORY     - 1990     MONUMENTED       NGS
 GE1219  HISTORY     - 20021026 GOOD             USACE
 GE1219
 GE1219                          STATION DESCRIPTION
 GE1219
 GE1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1219'1.6 KM (1.00 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1219'STATE HIGHWAY 25 IN BLACK ROCK, NEAR THE EAST EDGE OF A TRAFFIC
 GE1219'TRIANGLE, 18.0 M (59.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.5 M
 GE1219'(44.3 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 10.5 M (34.4 FT) WEST
 GE1219'OF THE CENTERLINE OF STATE HIGHWAY 117, 1.3 M (4.3 FT) SOUTH OF A
 GE1219'UTILITY POLE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 GE1219'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1219
 GE1219                          STATION RECOVERY (2002)
 GE1219
 GE1219'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1237 ***********************************************************************
 GE1237  DESIGNATION -  S 316
 GE1237  PID         -  GE1237
 GE1237  STATE/COUNTY-  AR/SHARP
 GE1237  USGS QUAD   -  WILLIFORD (1981)
 GE1237
 GE1237                         *CURRENT SURVEY CONTROL
 GE1237  ___________________________________________________________________
 GE1237* NAD 83(1986)-  36 15 40.     (N)    091 17 21.     (W)     SCALED    
 GE1237* NAVD 88     -       164.255  (meters)     538.89   (feet)  ADJUSTED  
 GE1237  ___________________________________________________________________
 GE1237  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GE1237  DYNAMIC HT  -         164.118 (meters)     538.44  (feet)  COMP
 GE1237  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GE1237
 GE1237  VERT ORDER  -  FIRST     CLASS II
 GE1237
 GE1237.The horizontal coordinates were scaled from a topographic map and have
 GE1237.an estimated accuracy of +/- 6 seconds.
 GE1237
 GE1237.The orthometric height was determined by differential leveling
 GE1237.and adjusted by the National Geodetic Survey in January 1995..
 GE1237
 GE1237.The geoid height was determined by GEOID03.
 GE1237
 GE1237.The dynamic height is computed by dividing the NAVD 88
 GE1237.geopotential number by the normal gravity value computed on the
 GE1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1237.degrees latitude (g = 980.6199 gals.).
 GE1237
 GE1237.The modeled gravity was interpolated from observed gravity values.
 GE1237
 GE1237;                    North         East    Units  Estimated Accuracy
 GE1237;SPC AR N     -   214,110.      463,880.      MT  (+/- 180 meters Scaled)
 GE1237
 GE1237                          SUPERSEDED SURVEY CONTROL
 GE1237
 GE1237  NGVD 29 (10/05/93)  164.153  (m)          538.56   (f) ADJUSTED    1 2
 GE1237
 GE1237.Superseded values are not recommended for survey control.
 GE1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1237.See file dsdata.txt to determine how the superseded data were derived.
 GE1237
 GE1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA536142(NAD 83)
 GE1237_MARKER: DV = VERTICAL CONTROL DISK
 GE1237_SETTING: 66 = SET IN ROCK OUTCROP
 GE1237_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1237_STAMPING: S 316 1990
 GE1237_MARK LOGO: NGS   
 GE1237_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1237+STABILITY: POSITION/ELEVATION WELL
 GE1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1237+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1237
 GE1237  HISTORY     - Date     Condition        Report By
 GE1237  HISTORY     - 1990     MONUMENTED       NGS
 GE1237
 GE1237                          STATION DESCRIPTION
 GE1237
 GE1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1237'4.5 KM (2.80 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1237'STATE HIGHWAY 90 IN RAVENDEN, IN THE NORTHEASTERN 1/3 OF A 5 BY
 GE1237'6-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 22.5 M (73.8 FT)
 GE1237'NORTHWEST OF A UTILITY POLE, 9.1 M (29.9 FT) NORTHEAST OF THE HIGHWAY
 GE1237'CENTERLINE, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 GE1237'(1.0 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0205 ***********************************************************************
 GE0205  DESIGNATION -  S 32
 GE0205  PID         -  GE0205
 GE0205  STATE/COUNTY-  AR/GREENE
 GE0205  USGS QUAD   -  MARMADUKE (1992)
 GE0205
 GE0205                         *CURRENT SURVEY CONTROL
 GE0205  ___________________________________________________________________
 GE0205* NAD 83(1986)-  36 08 41.     (N)    090 29 53.     (W)     SCALED    
 GE0205* NAVD 88     -        94.551  (meters)     310.21   (feet)  ADJUSTED  
 GE0205  ___________________________________________________________________
 GE0205  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0205  DYNAMIC HT  -          94.472 (meters)     309.95  (feet)  COMP
 GE0205  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GE0205
 GE0205  VERT ORDER  -  FIRST     CLASS II
 GE0205
 GE0205.The horizontal coordinates were scaled from a topographic map and have
 GE0205.an estimated accuracy of +/- 6 seconds.
 GE0205
 GE0205.The orthometric height was determined by differential leveling
 GE0205.and adjusted by the National Geodetic Survey in June 1991..
 GE0205
 GE0205.The geoid height was determined by GEOID03.
 GE0205
 GE0205.The dynamic height is computed by dividing the NAVD 88
 GE0205.geopotential number by the normal gravity value computed on the
 GE0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0205.degrees latitude (g = 980.6199 gals.).
 GE0205
 GE0205.The modeled gravity was interpolated from observed gravity values.
 GE0205
 GE0205;                    North         East    Units  Estimated Accuracy
 GE0205;SPC AR N     -   201,990.      535,170.      MT  (+/- 180 meters Scaled)
 GE0205
 GE0205                          SUPERSEDED SURVEY CONTROL
 GE0205
 GE0205  NGVD 29 (??/??/92)   94.541  (m)          310.17   (f) ADJ UNCH    1 2
 GE0205
 GE0205.Superseded values are not recommended for survey control.
 GE0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0205.See file dsdata.txt to determine how the superseded data were derived.
 GE0205
 GE0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA251029(NAD 83)
 GE0205_MARKER: DB = BENCH MARK DISK
 GE0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0205_STAMPING: S 32 1933
 GE0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0205+STABILITY: SURFACE MOTION
 GE0205
 GE0205  HISTORY     - Date     Condition        Report By
 GE0205  HISTORY     - 1933     MONUMENTED       CGS
 GE0205  HISTORY     - 1956     GOOD             NGS
 GE0205  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0205
 GE0205                          STATION DESCRIPTION
 GE0205
 GE0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0205'6.7 MI NW FROM PARAGOULD.
 GE0205'6.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0205'STATION AT PARAGOULD, ABOUT 0.15 MILE NORTHWEST OF MILE POLE 213,
 GE0205'AT CROSSING OF FRIENDSHIP ROAD, 44 FEET EAST-NORTHEAST OF NEAR
 GE0205'RAIL OF TRACK, 48 FEET EAST OF CENTER OF CROSSING, 17 FEET NORTH
 GE0205'OF CENTER LINE OF ROAD, 13 FEET NORTHEAST OF NORTHEAST CORNER
 GE0205'OF A 15-FOOT WOODEN BRIDGE ON ROAD, 4 1/2 FEET WEST-NORTHWEST
 GE0205'OF A POWER POLE, 2 1/2 FEET WEST-NORTHWEST OF A FENCE CORNER,
 GE0205'ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GE0205'CONCRETE POST PROJECTING 6 INCHES.
 GE0205
 GE0205                          STATION RECOVERY (2002)
 GE0205
 GE0205'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0205'BRIDGE REPLACED BY CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1824 ***********************************************************************
 FE1824  DESIGNATION -  S 33
 FE1824  PID         -  FE1824
 FE1824  STATE/COUNTY-  AR/MISSISSIPPI
 FE1824  USGS QUAD   -  ARMOREL (1983)
 FE1824
 FE1824                         *CURRENT SURVEY CONTROL
 FE1824  ___________________________________________________________________
 FE1824* NAD 83(1986)-  35 55 15.     (N)    089 51 21.     (W)     SCALED    
 FE1824* NAVD 88     -        77.411  (meters)     253.97   (feet)  ADJUSTED  
 FE1824  ___________________________________________________________________
 FE1824  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE1824  DYNAMIC HT  -          77.345 (meters)     253.76  (feet)  COMP
 FE1824  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1824
 FE1824  VERT ORDER  -  FIRST     CLASS II
 FE1824
 FE1824.The horizontal coordinates were scaled from a topographic map and have
 FE1824.an estimated accuracy of +/- 6 seconds.
 FE1824
 FE1824.The orthometric height was determined by differential leveling
 FE1824.and adjusted by the National Geodetic Survey in June 1991..
 FE1824
 FE1824.The geoid height was determined by GEOID03.
 FE1824
 FE1824.The dynamic height is computed by dividing the NAVD 88
 FE1824.geopotential number by the normal gravity value computed on the
 FE1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1824.degrees latitude (g = 980.6199 gals.).
 FE1824
 FE1824.The modeled gravity was interpolated from observed gravity values.
 FE1824
 FE1824;                    North         East    Units  Estimated Accuracy
 FE1824;SPC AR N     -   178,230.      593,500.      MT  (+/- 180 meters Scaled)
 FE1824
 FE1824                          SUPERSEDED SURVEY CONTROL
 FE1824
 FE1824  NGVD 29 (??/??/??)   77.348  (m)          253.77   (f) ADJUSTED    1 2
 FE1824
 FE1824.Superseded values are not recommended for survey control.
 FE1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1824.See file dsdata.txt to determine how the superseded data were derived.
 FE1824
 FE1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE423789(NAD 83)
 FE1824_MARKER: DB = BENCH MARK DISK
 FE1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1824_STAMPING: S 33 1933
 FE1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1824+STABILITY: SURFACE MOTION
 FE1824
 FE1824  HISTORY     - Date     Condition        Report By
 FE1824  HISTORY     - 1933     MONUMENTED       CGS
 FE1824  HISTORY     - 1956     POOR             CGS
 FE1824  HISTORY     - 1972     MARK NOT FOUND   USGS
 FE1824
 FE1824                          STATION DESCRIPTION
 FE1824
 FE1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1824'2 MI E FROM BLYTHEVILLE.
 FE1824'2.0 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FE1824'THE CROSSING OF RUDDLE ROAD WHICH IS IN EAST PART OF BLYTHEVILLE,
 FE1824'ABOUT 3.25 MILES WEST OF CROSSING OF STATE HIGHWAY 137 AT ARMOREL,
 FE1824'AT CROSSING OF STATE HIGHWAY 151 AT BURTON, 9 FEET SOUTH OF SOUTH
 FE1824'RAIL, 14 1/2 FEET WEST OF CENTER LINE OF HIGHWAY, 5 1/2 FEET
 FE1824'NORTH OF CROSSING WARNING SIGN, 17 FEET EAST OF A FENCE CORNER,
 FE1824'7 FEET NORTHEAST OF A TELEPHONE POLE, 43 FEET NORTH OF NORTHWEST
 FE1824'CORNER OF A WOODEN BRIDGE OVER A DITCH ON HIGHWAY, 104 1/2 FEET
 FE1824'WEST-NORTHWEST AND ACROSS HIGHWAY FROM BENCH MARK Z 186, ABOUT
 FE1824'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FE1824'PROJECTING 2 INCHES.  NOTE-- THE MARK HAS BEEN HIT BY MACHINERY
 FE1824'AND PUSHED OVER SLIGHTLY TO THE EAST.
 FE1824
 FE1824                          STATION RECOVERY (1972)
 FE1824
 FE1824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FE1824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0329 ***********************************************************************
 GF0329  DESIGNATION -  S 35
 GF0329  PID         -  GF0329
 GF0329  STATE/COUNTY-  AR/BOONE
 GF0329  USGS QUAD   -  OMAHA NE (1966)
 GF0329
 GF0329                         *CURRENT SURVEY CONTROL
 GF0329  ___________________________________________________________________
 GF0329* NAD 83(1986)-  36 23 53.     (N)    093 06 28.     (W)     SCALED    
 GF0329* NAVD 88     -       307.896  (meters)    1010.16   (feet)  ADJUSTED  
 GF0329  ___________________________________________________________________
 GF0329  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GF0329  DYNAMIC HT  -         307.628 (meters)    1009.28  (feet)  COMP
 GF0329  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 GF0329
 GF0329  VERT ORDER  -  SECOND    CLASS 0
 GF0329
 GF0329.The horizontal coordinates were scaled from a topographic map and have
 GF0329.an estimated accuracy of +/- 6 seconds.
 GF0329
 GF0329.The orthometric height was determined by differential leveling
 GF0329.and adjusted by the National Geodetic Survey in June 1991..
 GF0329
 GF0329.The geoid height was determined by GEOID03.
 GF0329
 GF0329.The dynamic height is computed by dividing the NAVD 88
 GF0329.geopotential number by the normal gravity value computed on the
 GF0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0329.degrees latitude (g = 980.6199 gals.).
 GF0329
 GF0329.The modeled gravity was interpolated from observed gravity values.
 GF0329
 GF0329;                    North         East    Units  Estimated Accuracy
 GF0329;SPC AR N     -   229,630.      300,620.      MT  (+/- 180 meters Scaled)
 GF0329
 GF0329                          SUPERSEDED SURVEY CONTROL
 GF0329
 GF0329  NGVD 29 (??/??/92)  307.770  (m)         1009.74   (f) ADJ UNCH    2 0
 GF0329
 GF0329.Superseded values are not recommended for survey control.
 GF0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0329.See file dsdata.txt to determine how the superseded data were derived.
 GF0329
 GF0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA903281(NAD 83)
 GF0329_MARKER: DB = BENCH MARK DISK
 GF0329_SETTING: 66 = SET IN ROCK OUTCROP
 GF0329_SP_SET: ROCK OUTCROP
 GF0329_STAMPING: S-35 1934
 GF0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0329+STABILITY: POSITION/ELEVATION WELL
 GF0329
 GF0329  HISTORY     - Date     Condition        Report By
 GF0329  HISTORY     - 1934     MONUMENTED       CGS
 GF0329
 GF0329                          STATION DESCRIPTION
 GF0329
 GF0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0329'2.8 MI NW FROM MYRTLE.
 GF0329'2.8 MILES NORTHWEST OF, ALONG MISSOURI PACIFIC R.R. FROM STATION
 GF0329'AT THE SELF SIDING, 165 FEET WEST OF POLE 425-30, 25.5 FEET
 GF0329'NORTHEAST OF CENTERLINE OF RAILROAD, 29 FEET NORTHEAST OF
 GF0329'INTERSECTION OF RAILROAD AND GRADE CROSSING, 47.5 FEET EAST
 GF0329'OF SOUTHEAST CORNER OF STATION, 3 FEET ABOVE THE TOP OF THE
 GF0329'RAILS.  TABLET SET IN TOP OF SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0084 ***********************************************************************
 GF0084  DESIGNATION -  S 36
 GF0084  PID         -  GF0084
 GF0084  STATE/COUNTY-  AR/BAXTER
 GF0084  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0084
 GF0084                         *CURRENT SURVEY CONTROL
 GF0084  ___________________________________________________________________
 GF0084* NAD 83(1986)-  36 18 37.     (N)    092 28 42.     (W)     SCALED    
 GF0084* NAVD 88     -       227.785  (meters)     747.32   (feet)  ADJUSTED  
 GF0084  ___________________________________________________________________
 GF0084  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0084  DYNAMIC HT  -         227.591 (meters)     746.69  (feet)  COMP
 GF0084  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 GF0084
 GF0084  VERT ORDER  -  SECOND    CLASS 0
 GF0084
 GF0084.The horizontal coordinates were scaled from a topographic map and have
 GF0084.an estimated accuracy of +/- 6 seconds.
 GF0084
 GF0084.The orthometric height was determined by differential leveling
 GF0084.and adjusted by the National Geodetic Survey in June 1991..
 GF0084
 GF0084.The geoid height was determined by GEOID03.
 GF0084
 GF0084.The dynamic height is computed by dividing the NAVD 88
 GF0084.geopotential number by the normal gravity value computed on the
 GF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0084.degrees latitude (g = 980.6199 gals.).
 GF0084
 GF0084.The modeled gravity was interpolated from observed gravity values.
 GF0084
 GF0084;                    North         East    Units  Estimated Accuracy
 GF0084;SPC AR N     -   219,440.      357,040.      MT  (+/- 180 meters Scaled)
 GF0084
 GF0084                          SUPERSEDED SURVEY CONTROL
 GF0084
 GF0084  NGVD 29 (??/??/92)  227.671  (m)          746.95   (f) ADJ UNCH    2 0
 GF0084
 GF0084.Superseded values are not recommended for survey control.
 GF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0084.See file dsdata.txt to determine how the superseded data were derived.
 GF0084
 GF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA468184(NAD 83)
 GF0084_MARKER: DB = BENCH MARK DISK
 GF0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0084_STAMPING: S-36 1934
 GF0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0084+STABILITY: SURFACE MOTION
 GF0084
 GF0084  HISTORY     - Date     Condition        Report By
 GF0084  HISTORY     - 1934     MONUMENTED       CGS
 GF0084  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0084  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 GF0084
 GF0084                          STATION DESCRIPTION
 GF0084
 GF0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0084'2.1 MI NE FROM GASSVILLE.
 GF0084'2.1 MILES NORTHEAST OF ALONG ST. HWY 125 345 FEET SOUTHWEST OF DIM
 GF0084'ROAD AND AT P.P. DUNBARS MAIL BOX, 285 FEET SOUTHEAST OF
 GF0084'CULVERT IN HIGHWAY AT FOOT OF HILL, 37 FEET SOUTHWEST OF FENCE
 GF0084'CORNER, 43 FEET SOUTHEAST OF HIGHWAY CENTERLINE, 1 FT. NORTHWEST
 GF0084'OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 GF0084
 GF0084                          STATION RECOVERY (1965)
 GF0084
 GF0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0084'MARK NOT FOUND.
 GF0084
 GF0084                          STATION RECOVERY (2004)
 GF0084
 GF0084'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0623 ***********************************************************************
 GF0623  DESIGNATION -  S 38
 GF0623  PID         -  GF0623
 GF0623  STATE/COUNTY-  AR/FULTON
 GF0623  USGS QUAD   -  GEPP (1966)
 GF0623
 GF0623                         *CURRENT SURVEY CONTROL
 GF0623  ___________________________________________________________________
 GF0623* NAD 83(1986)-  36 23 36.     (N)    092 00 07.     (W)     SCALED    
 GF0623* NAVD 88     -       271.656  (meters)     891.26   (feet)  ADJUSTED  
 GF0623  ___________________________________________________________________
 GF0623  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0623  DYNAMIC HT  -         271.426 (meters)     890.50  (feet)  COMP
 GF0623  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 GF0623
 GF0623  VERT ORDER  -  SECOND    CLASS 0
 GF0623
 GF0623.The horizontal coordinates were scaled from a topographic map and have
 GF0623.an estimated accuracy of +/- 6 seconds.
 GF0623
 GF0623.The orthometric height was determined by differential leveling
 GF0623.and adjusted by the National Geodetic Survey in June 1991..
 GF0623
 GF0623.The geoid height was determined by GEOID03.
 GF0623
 GF0623.The dynamic height is computed by dividing the NAVD 88
 GF0623.geopotential number by the normal gravity value computed on the
 GF0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0623.degrees latitude (g = 980.6199 gals.).
 GF0623
 GF0623.The modeled gravity was interpolated from observed gravity values.
 GF0623
 GF0623;                    North         East    Units  Estimated Accuracy
 GF0623;SPC AR N     -   228,550.      399,830.      MT  (+/- 180 meters Scaled)
 GF0623
 GF0623                          SUPERSEDED SURVEY CONTROL
 GF0623
 GF0623  NGVD 29 (??/??/92)  271.543  (m)          890.89   (f) ADJ UNCH    2 0
 GF0623
 GF0623.Superseded values are not recommended for survey control.
 GF0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0623.See file dsdata.txt to determine how the superseded data were derived.
 GF0623
 GF0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA895280(NAD 83)
 GF0623_MARKER: DB = BENCH MARK DISK
 GF0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0623_STAMPING: S 38 1934
 GF0623
 GF0623  HISTORY     - Date     Condition        Report By
 GF0623  HISTORY     - UNK      MONUMENTED
 GF0623  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0623
 GF0623                          STATION DESCRIPTION
 GF0623
 GF0623'DESCRIBED UNK
 GF0623'1 MI W FROM VIOLA.
 GF0623'1.0 MILE WEST ALONG U.S. HIGHWAY 62 FROM THE SITE OF DISTRICT
 GF0623'NO. 15 SPECIAL SCHOOL AT VIOLA, FULTON COUNTY, NORTH ACROSS THE
 GF0623'HIGHWAY FROM THE FARMHOUSE OWNED IN 1934 BY D.M. SCOTT, 65 FEET
 GF0623'EAST OF THE CENTER OF A GATE ON THE NORTH SIDE OF THE HIGHWAY,
 GF0623'36 FEET NORTH OF THE MAILBOX AT THE DRIVEWAY TO THE FARMHOUSE,
 GF0623'22.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT
 GF0623'SOUTH OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED S 38
 GF0623'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GF0623
 GF0623                          STATION RECOVERY (1965)
 GF0623
 GF0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0074 ***********************************************************************
 GF0074  DESIGNATION -  S 39
 GF0074  PID         -  GF0074
 GF0074  STATE/COUNTY-  AR/IZARD
 GF0074  USGS QUAD   -  BOSWELL (1980)
 GF0074
 GF0074                         *CURRENT SURVEY CONTROL
 GF0074  ___________________________________________________________________
 GF0074* NAD 83(1986)-  36 01 21.     (N)    092 03 58.     (W)     SCALED    
 GF0074* NAVD 88     -       106.183  (meters)     348.37   (feet)  ADJUSTED  
 GF0074  ___________________________________________________________________
 GF0074  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GF0074  DYNAMIC HT  -         106.092 (meters)     348.07  (feet)  COMP
 GF0074  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GF0074
 GF0074  VERT ORDER  -  SECOND    CLASS 0
 GF0074
 GF0074.The horizontal coordinates were scaled from a topographic map and have
 GF0074.an estimated accuracy of +/- 6 seconds.
 GF0074
 GF0074.The orthometric height was determined by differential leveling
 GF0074.and adjusted by the National Geodetic Survey in June 1991..
 GF0074
 GF0074.The geoid height was determined by GEOID03.
 GF0074
 GF0074.The dynamic height is computed by dividing the NAVD 88
 GF0074.geopotential number by the normal gravity value computed on the
 GF0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0074.degrees latitude (g = 980.6199 gals.).
 GF0074
 GF0074.The modeled gravity was interpolated from observed gravity values.
 GF0074
 GF0074;                    North         East    Units  Estimated Accuracy
 GF0074;SPC AR N     -   187,400.      394,040.      MT  (+/- 180 meters Scaled)
 GF0074
 GF0074                          SUPERSEDED SURVEY CONTROL
 GF0074
 GF0074  NGVD 29 (??/??/92)  106.083  (m)          348.04   (f) ADJ UNCH    2 0
 GF0074
 GF0074.Superseded values are not recommended for survey control.
 GF0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0074.See file dsdata.txt to determine how the superseded data were derived.
 GF0074
 GF0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV841868(NAD 83)
 GF0074_MARKER: DB = BENCH MARK DISK
 GF0074_SETTING: 66 = SET IN ROCK OUTCROP
 GF0074_SP_SET: ROCK LEDGE
 GF0074_STAMPING: S-39 1934
 GF0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0074+STABILITY: POSITION/ELEVATION WELL
 GF0074
 GF0074  HISTORY     - Date     Condition        Report By
 GF0074  HISTORY     - 1934     MONUMENTED       CGS
 GF0074
 GF0074                          STATION DESCRIPTION
 GF0074
 GF0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0074'7.3 MI N FROM SYLAMORE.
 GF0074'ABOUT 1.6 MILES SOUTH OF BOSWELL SWITCH, 130 FEET WEST OF MARKER
 GF0074'332-10, 10 FEET SOUTH OF RAILROAD CENTERLINE, 1 FT. ABOVE TOP
 GF0074'OF THE RAILS.  TABLET SET IN TOP OF A LIMESTONE LEDGE IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0129 ***********************************************************************
 FF0129  DESIGNATION -  S 4
 FF0129  PID         -  FF0129
 FF0129  STATE/COUNTY-  AR/CRITTENDEN
 FF0129  USGS QUAD   -  HEAFER (1974)
 FF0129
 FF0129                         *CURRENT SURVEY CONTROL
 FF0129  ___________________________________________________________________
 FF0129* NAD 83(1986)-  35 22 23.     (N)    090 15 21.     (W)     SCALED    
 FF0129* NAVD 88     -        68.603  (meters)     225.07   (feet)  ADJUSTED  
 FF0129  ___________________________________________________________________
 FF0129  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF0129  DYNAMIC HT  -          68.542 (meters)     224.87  (feet)  COMP
 FF0129  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FF0129
 FF0129  VERT ORDER  -  FIRST     CLASS II
 FF0129
 FF0129.The horizontal coordinates were scaled from a topographic map and have
 FF0129.an estimated accuracy of +/- 6 seconds.
 FF0129
 FF0129.The orthometric height was determined by differential leveling
 FF0129.and adjusted by the National Geodetic Survey in June 1991..
 FF0129
 FF0129.The geoid height was determined by GEOID03.
 FF0129
 FF0129.The dynamic height is computed by dividing the NAVD 88
 FF0129.geopotential number by the normal gravity value computed on the
 FF0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0129.degrees latitude (g = 980.6199 gals.).
 FF0129
 FF0129.The modeled gravity was interpolated from observed gravity values.
 FF0129
 FF0129;                    North         East    Units  Estimated Accuracy
 FF0129;SPC AR N     -   116,750.      558,480.      MT  (+/- 180 meters Scaled)
 FF0129
 FF0129                          SUPERSEDED SURVEY CONTROL
 FF0129
 FF0129  NGVD 29 (??/??/??)   68.552  (m)          224.91   (f) ADJUSTED    1 2
 FF0129
 FF0129.Superseded values are not recommended for survey control.
 FF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0129.See file dsdata.txt to determine how the superseded data were derived.
 FF0129
 FF0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV493178(NAD 83)
 FF0129_MARKER: DB = BENCH MARK DISK
 FF0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0129_STAMPING: 224.875 S 4 1928
 FF0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0129+STABILITY: SURFACE MOTION
 FF0129
 FF0129  HISTORY     - Date     Condition        Report By
 FF0129  HISTORY     - 1928     MONUMENTED       CGS
 FF0129  HISTORY     - 1956     GOOD             CGS
 FF0129  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0129  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0129
 FF0129                          STATION DESCRIPTION
 FF0129
 FF0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0129'AT TURRELL.
 FF0129'AT TURRELL, ABOUT 0.2 MILE NORTHWEST ALONG THE ST. LOUIS-SAN
 FF0129'FRANCISCO RAILWAY FROM THE STATION, EAST AND ACROSS TRACK FROM
 FF0129'WAMPLERS STORE (BRICK BUILDING), 41 FEET EAST-NORTHEAST OF NEAR
 FF0129'RAIL OF MAIN TRACK, 26 FEET EAST-NORTHEAST OF NEAR RAIL OF A SIDE
 FF0129'TRACK, 143 FEET SOUTHEAST OF CENTER OF CROSSING OF MAIN TRACK
 FF0129'AND AN EAST-WEST GRAVEL ROAD, 43 FEET NORTH OF MILEAGE POLE NO.
 FF0129'462/03, 3 FEET EAST-NORTHEAST OF THE ROW OF TELEPHONE POLES,
 FF0129'1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0129'5 1/2 FEET BELOW LEVEL OF MAIN TRACK AND SET IN THE TOP OF A
 FF0129'CONCRETE POST PROJECTING 5 INCHES.
 FF0129
 FF0129                          STATION RECOVERY (1974)
 FF0129
 FF0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0129'MARK NOT FOUND.
 FF0129
 FF0129                          STATION RECOVERY (1992)
 FF0129
 FF0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0129'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0614 ***********************************************************************
 GE0614  DESIGNATION -  S 40
 GE0614  PID         -  GE0614
 GE0614  STATE/COUNTY-  AR/SHARP
 GE0614  USGS QUAD   -  STUART (1981)
 GE0614
 GE0614                         *CURRENT SURVEY CONTROL
 GE0614  ___________________________________________________________________
 GE0614* NAD 83(1986)-  36 15 19.     (N)    091 34 26.     (W)     SCALED    
 GE0614* NAVD 88     -       187.412  (meters)     614.87   (feet)  ADJUSTED  
 GE0614  ___________________________________________________________________
 GE0614  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0614  DYNAMIC HT  -         187.253 (meters)     614.35  (feet)  COMP
 GE0614  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GE0614
 GE0614  VERT ORDER  -  SECOND    CLASS 0
 GE0614
 GE0614.The horizontal coordinates were scaled from a topographic map and have
 GE0614.an estimated accuracy of +/- 6 seconds.
 GE0614
 GE0614.The orthometric height was determined by differential leveling
 GE0614.and adjusted by the National Geodetic Survey in June 1991..
 GE0614
 GE0614.The geoid height was determined by GEOID03.
 GE0614
 GE0614.The dynamic height is computed by dividing the NAVD 88
 GE0614.geopotential number by the normal gravity value computed on the
 GE0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0614.degrees latitude (g = 980.6199 gals.).
 GE0614
 GE0614.The modeled gravity was interpolated from observed gravity values.
 GE0614
 GE0614;                    North         East    Units  Estimated Accuracy
 GE0614;SPC AR N     -   213,310.      438,300.      MT  (+/- 180 meters Scaled)
 GE0614
 GE0614                          SUPERSEDED SURVEY CONTROL
 GE0614
 GE0614  NGVD 29 (??/??/92)  187.30   (m)          614.5    (f) COMPUTED    2 0
 GE0614
 GE0614.Superseded values are not recommended for survey control.
 GE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0614.See file dsdata.txt to determine how the superseded data were derived.
 GE0614
 GE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA281132(NAD 83)
 GE0614_MARKER: DB = BENCH MARK DISK
 GE0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0614_SP_SET: BRIDGE
 GE0614_STAMPING: S 40 1934
 GE0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0614
 GE0614  HISTORY     - Date     Condition        Report By
 GE0614  HISTORY     - 1934     MONUMENTED       CGS
 GE0614  HISTORY     - 1955     MARK NOT FOUND   NGS
 GE0614  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0614
 GE0614                          STATION DESCRIPTION
 GE0614
 GE0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0614'3.1 MI NE FROM ASH FLAT.
 GE0614'AT CONCRETE HIGHWAY BRIDGE OVER WORTHINGTON CREEK, 16 FEET
 GE0614'SOUTHEAST OF HIGHWAY CENTERLINE, .5 FEET EAST OF THE SOUTHEAST
 GE0614'END OF THE SOUTH GUARD RAIL OF BRIDGE.
 GE0614
 GE0614                          STATION RECOVERY (2003)
 GE0614
 GE0614'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0305 ***********************************************************************
 GE0305  DESIGNATION -  S 41
 GE0305  PID         -  GE0305
 GE0305  STATE/COUNTY-  AR/RANDOLPH
 GE0305  USGS QUAD   -  MAYNARD (1968)
 GE0305
 GE0305                         *CURRENT SURVEY CONTROL
 GE0305  ___________________________________________________________________
 GE0305* NAD 83(1986)-  36 27 33.     (N)    090 55 33.     (W)     SCALED    
 GE0305* NAVD 88     -       130.762  (meters)     429.01   (feet)  ADJUSTED  
 GE0305  ___________________________________________________________________
 GE0305  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GE0305  DYNAMIC HT  -         130.655 (meters)     428.66  (feet)  COMP
 GE0305  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 GE0305
 GE0305  VERT ORDER  -  SECOND    CLASS 0
 GE0305
 GE0305.The horizontal coordinates were scaled from a topographic map and have
 GE0305.an estimated accuracy of +/- 6 seconds.
 GE0305
 GE0305.The orthometric height was determined by differential leveling
 GE0305.and adjusted by the National Geodetic Survey in June 1991..
 GE0305
 GE0305.The geoid height was determined by GEOID03.
 GE0305
 GE0305.The dynamic height is computed by dividing the NAVD 88
 GE0305.geopotential number by the normal gravity value computed on the
 GE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0305.degrees latitude (g = 980.6199 gals.).
 GE0305
 GE0305.The modeled gravity was interpolated from observed gravity values.
 GE0305
 GE0305;                    North         East    Units  Estimated Accuracy
 GE0305;SPC AR N     -   236,380.      496,290.      MT  (+/- 180 meters Scaled)
 GE0305
 GE0305                          SUPERSEDED SURVEY CONTROL
 GE0305
 GE0305  NGVD 29 (??/??/92)  130.684  (m)          428.75   (f) ADJ UNCH    2 0
 GE0305
 GE0305.Superseded values are not recommended for survey control.
 GE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0305.See file dsdata.txt to determine how the superseded data were derived.
 GE0305
 GE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA858368(NAD 83)
 GE0305_MARKER: DB = BENCH MARK DISK
 GE0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0305_STAMPING: S 41 1934
 GE0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0305+STABILITY: SURFACE MOTION
 GE0305
 GE0305  HISTORY     - Date     Condition        Report By
 GE0305  HISTORY     - 1934     MONUMENTED       CGS
 GE0305  HISTORY     - 1968     GOOD             USGS
 GE0305  HISTORY     - 20020420 MARK NOT FOUND   USACE
 GE0305
 GE0305                          STATION DESCRIPTION
 GE0305
 GE0305'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GE0305'3.7 MI N FROM MAYNARD.
 GE0305'ABOUT 3.7 MILES NORTH ALONG STATE HIGHWAY 115 FROM THE POST
 GE0305'OFFICE AT MAYNARD, RANDOLPH COUNTY, AT MIDDLEBROOK, T. 21 N.,R.
 GE0305'1 E. SECTION 13, ABOUT 150 FT NORTH OF THE NORTHEAST CORNER
 GE0305'OF THE PORCH OF THE OLD POST OFFICE (NOW A STORE), 52 FT. WEST
 GE0305'OF THE CENTERLINE STATE HIGHWAY 115, 14 FT. NORTH OF FENCE
 GE0305'CORNER, 5 FT WEST OF RIGHT OF WAY FENCE, AND ABOUT 2 FT HIGHER
 GE0305'THAN HIGHWAY.  A STD. DISK, STAMPED S 41 1934 AND SET IN A
 GE0305'CONCRETE POST FLUSH WITH THE GROUND.
 GE0305
 GE0305                          STATION RECOVERY (2002)
 GE0305
 GE0305'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1567 ***********************************************************************
 FF1567  DESIGNATION -  S 42
 FF1567  PID         -  FF1567
 FF1567  STATE/COUNTY-  AR/INDEPENDENCE
 FF1567  USGS QUAD   -  BATESVILLE (1989)
 FF1567
 FF1567                         *CURRENT SURVEY CONTROL
 FF1567  ___________________________________________________________________
 FF1567* NAD 83(1986)-  35 45 20.     (N)    091 38 26.     (W)     SCALED    
 FF1567* NAVD 88     -        83.113  (meters)     272.68   (feet)  ADJUSTED  
 FF1567  ___________________________________________________________________
 FF1567  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF1567  DYNAMIC HT  -          83.041 (meters)     272.44  (feet)  COMP
 FF1567  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 FF1567
 FF1567  VERT ORDER  -  SECOND    CLASS 0
 FF1567
 FF1567.The horizontal coordinates were scaled from a topographic map and have
 FF1567.an estimated accuracy of +/- 6 seconds.
 FF1567
 FF1567.The orthometric height was determined by differential leveling
 FF1567.and adjusted by the National Geodetic Survey in June 1991..
 FF1567
 FF1567.The geoid height was determined by GEOID03.
 FF1567
 FF1567.The dynamic height is computed by dividing the NAVD 88
 FF1567.geopotential number by the normal gravity value computed on the
 FF1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1567.degrees latitude (g = 980.6199 gals.).
 FF1567
 FF1567.The modeled gravity was interpolated from observed gravity values.
 FF1567
 FF1567;                    North         East    Units  Estimated Accuracy
 FF1567;SPC AR N     -   157,840.      432,510.      MT  (+/- 180 meters Scaled)
 FF1567
 FF1567                          SUPERSEDED SURVEY CONTROL
 FF1567
 FF1567  NGVD 29 (??/??/??)   83.037  (m)          272.43   (f) ADJUSTED    2 0
 FF1567
 FF1567.Superseded values are not recommended for survey control.
 FF1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1567.See file dsdata.txt to determine how the superseded data were derived.
 FF1567
 FF1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV229576(NAD 83)
 FF1567_MARKER: DB = BENCH MARK DISK
 FF1567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1567_SP_SET: BRIDGE
 FF1567_STAMPING: S 42 1935 272.431
 FF1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1567
 FF1567  HISTORY     - Date     Condition        Report By
 FF1567  HISTORY     - 1935     MONUMENTED       CGS
 FF1567  HISTORY     - 1949     GOOD             CGS
 FF1567  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 FF1567  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1567
 FF1567                          STATION DESCRIPTION
 FF1567
 FF1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF1567'1.5 MI S FROM BATESVILLE.
 FF1567'1.5 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE INTERSECTION OF
 FF1567'ST. LOUIS AND EAST MAIN STREETS AT BATESVILLE, AT THE SOUTH END OF
 FF1567'THE CONCRETE APPROACH TO THE BRIDGE OVER WHITE RIVER, IN THE TOP
 FF1567'OF THE EAST END OF THE CONCRETE ABUTMENT, 12.5 FEET EAST OF THE
 FF1567'CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE FLOOR
 FF1567'OF THE APPROACH.  A STANDARD DISK, STAMPED S 42 1935.
 FF1567
 FF1567                          STATION RECOVERY (1980)
 FF1567
 FF1567'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FF1567'MARK NOT FOUND.
 FF1567
 FF1567                          STATION RECOVERY (1986)
 FF1567
 FF1567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1590 ***********************************************************************
 FF1590  DESIGNATION -  S 43
 FF1590  PID         -  FF1590
 FF1590  STATE/COUNTY-  AR/INDEPENDENCE
 FF1590  USGS QUAD   -  CONCORD (1973)
 FF1590
 FF1590                         *CURRENT SURVEY CONTROL
 FF1590  ___________________________________________________________________
 FF1590* NAD 83(1986)-  35 44 48.     (N)    091 48 21.     (W)     SCALED    
 FF1590* NAVD 88     -        86.947  (meters)     285.26   (feet)  ADJUSTED  
 FF1590  ___________________________________________________________________
 FF1590  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF1590  DYNAMIC HT  -          86.871 (meters)     285.01  (feet)  COMP
 FF1590  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FF1590
 FF1590  VERT ORDER  -  SECOND    CLASS 0
 FF1590
 FF1590.The horizontal coordinates were scaled from a topographic map and have
 FF1590.an estimated accuracy of +/- 6 seconds.
 FF1590
 FF1590.The orthometric height was determined by differential leveling
 FF1590.and adjusted by the National Geodetic Survey in June 1991..
 FF1590
 FF1590.The geoid height was determined by GEOID03.
 FF1590
 FF1590.The dynamic height is computed by dividing the NAVD 88
 FF1590.geopotential number by the normal gravity value computed on the
 FF1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1590.degrees latitude (g = 980.6199 gals.).
 FF1590
 FF1590.The modeled gravity was interpolated from observed gravity values.
 FF1590
 FF1590;                    North         East    Units  Estimated Accuracy
 FF1590;SPC AR N     -   156,820.      417,560.      MT  (+/- 180 meters Scaled)
 FF1590
 FF1590                          SUPERSEDED SURVEY CONTROL
 FF1590
 FF1590  NGVD 29 (??/??/??)   86.865  (m)          284.99   (f) ADJUSTED    2 0
 FF1590
 FF1590.Superseded values are not recommended for survey control.
 FF1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1590.See file dsdata.txt to determine how the superseded data were derived.
 FF1590
 FF1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV079565(NAD 83)
 FF1590_MARKER: DB = BENCH MARK DISK
 FF1590_SETTING: 66 = SET IN ROCK OUTCROP
 FF1590_SP_SET: ROCK OUTCROP
 FF1590_STAMPING: S 43 1935
 FF1590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1590+STABILITY: POSITION/ELEVATION WELL
 FF1590
 FF1590  HISTORY     - Date     Condition        Report By
 FF1590  HISTORY     - 1935     MONUMENTED       CGS
 FF1590
 FF1590                          STATION DESCRIPTION
 FF1590
 FF1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1590'2 MI W FROM EARNHARTS.
 FF1590'2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1590'STATION AT EARNHARTS, INDEPENDENCE COUNTY, 92.5 FEET WEST OF
 FF1590'THE SECOND POLE WEST OF MILEPOST 295, 37 FEET SOUTH OF THE
 FF1590'CENTER LINE OF THE TRACK, 27 FEET SOUTH OF THE EDGE OF A CUT,
 FF1590'11 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF THE
 FF1590'HIGHEST POINT OF THE NORTH END OF A LIMESTONE OUTCROP.  A STANDARD
 FF1590'DISK, STAMPED S 43 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0580 ***********************************************************************
 FF0580  DESIGNATION -  S 44
 FF0580  PID         -  FF0580
 FF0580  STATE/COUNTY-  AR/CROSS
 FF0580  USGS QUAD   -  WYNNE (1992)
 FF0580
 FF0580                         *CURRENT SURVEY CONTROL
 FF0580  ___________________________________________________________________
 FF0580* NAD 83(1986)-  35 13 24.     (N)    090 46 26.     (W)     SCALED    
 FF0580* NAVD 88     -        90.406  (meters)     296.61   (feet)  POSTED    
 FF0580  ___________________________________________________________________
 FF0580  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0580  DYNAMIC HT  -          90.320 (meters)     296.32  (feet)  COMP
 FF0580  MODELED GRAV-     979,736.7   (mgal)                       NAVD 88
 FF0580
 FF0580  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0580
 FF0580.The horizontal coordinates were scaled from a topographic map and have
 FF0580.an estimated accuracy of +/- 6 seconds.
 FF0580
 FF0580.The orthometric height was determined by differential leveling
 FF0580.and adjusted by the National Geodetic Survey in 1992..
 FF0580.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0580.rate of 1.1 thru 2.0 mm/km.
 FF0580
 FF0580.The geoid height was determined by GEOID03.
 FF0580
 FF0580.The dynamic height is computed by dividing the NAVD 88
 FF0580.geopotential number by the normal gravity value computed on the
 FF0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0580.degrees latitude (g = 980.6199 gals.).
 FF0580
 FF0580.The modeled gravity was interpolated from observed gravity values.
 FF0580
 FF0580;                    North         East    Units  Estimated Accuracy
 FF0580;SPC AR N     -    99,430.      511,620.      MT  (+/- 180 meters Scaled)
 FF0580
 FF0580                          SUPERSEDED SURVEY CONTROL
 FF0580
 FF0580  NGVD 29 (??/??/??)   90.378  (m)          296.52   (f) ADJUSTED    2 0
 FF0580
 FF0580.Superseded values are not recommended for survey control.
 FF0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0580.See file dsdata.txt to determine how the superseded data were derived.
 FF0580
 FF0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV026000(NAD 83)
 FF0580_MARKER: DB = BENCH MARK DISK
 FF0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0580_STAMPING: S 44 1935
 FF0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0580+STABILITY: SURFACE MOTION
 FF0580
 FF0580  HISTORY     - Date     Condition        Report By
 FF0580  HISTORY     - 1935     MONUMENTED       CGS
 FF0580  HISTORY     - 20030602 MARK NOT FOUND   USACE
 FF0580
 FF0580                          STATION DESCRIPTION
 FF0580
 FF0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0580'1 MI E FROM WYNNE.
 FF0580'ABOUT 1 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0580'STATION AT WYNNE, CROSS COUNTY, ABOUT 115 FEET EAST OF THE
 FF0580'CENTER OF A ROAD CROSSING, 40.5 FEET NORTH OF THE CENTER LINE OF
 FF0580'THE TRACK, 9.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 FF0580'6 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 FF0580'STAMPED S 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0580
 FF0580                          STATION RECOVERY (2003)
 FF0580
 FF0580'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1140 ***********************************************************************
 FG1140  DESIGNATION -  S 46
 FG1140  PID         -  FG1140
 FG1140  STATE/COUNTY-  AR/YELL
 FG1140  USGS QUAD   -  DANVILLE (1972)
 FG1140
 FG1140                         *CURRENT SURVEY CONTROL
 FG1140  ___________________________________________________________________
 FG1140* NAD 83(1986)-  35 06 16.     (N)    093 29 43.     (W)     SCALED    
 FG1140* NAVD 88     -       114.921  (meters)     377.04   (feet)  ADJUSTED  
 FG1140  ___________________________________________________________________
 FG1140  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FG1140  DYNAMIC HT  -         114.808 (meters)     376.67  (feet)  COMP
 FG1140  MODELED GRAV-     979,656.4   (mgal)                       NAVD 88
 FG1140
 FG1140  VERT ORDER  -  SECOND    CLASS 0
 FG1140
 FG1140.The horizontal coordinates were scaled from a topographic map and have
 FG1140.an estimated accuracy of +/- 6 seconds.
 FG1140
 FG1140.The orthometric height was determined by differential leveling
 FG1140.and adjusted by the National Geodetic Survey in June 1991..
 FG1140
 FG1140.The geoid height was determined by GEOID03.
 FG1140
 FG1140.The dynamic height is computed by dividing the NAVD 88
 FG1140.geopotential number by the normal gravity value computed on the
 FG1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1140.degrees latitude (g = 980.6199 gals.).
 FG1140
 FG1140.The modeled gravity was interpolated from observed gravity values.
 FG1140
 FG1140;                    North         East    Units  Estimated Accuracy
 FG1140;SPC AR N     -    86,580.      263,680.      MT  (+/- 180 meters Scaled)
 FG1140
 FG1140                          SUPERSEDED SURVEY CONTROL
 FG1140
 FG1140  NGVD 29 (??/??/92)  114.871  (m)          376.87   (f) ADJ UNCH    2 0
 FG1140
 FG1140.Superseded values are not recommended for survey control.
 FG1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1140.See file dsdata.txt to determine how the superseded data were derived.
 FG1140
 FG1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU548847(NAD 83)
 FG1140_MARKER: DB = BENCH MARK DISK
 FG1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1140_STAMPING: S 46 1934 376.873
 FG1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1140+STABILITY: SURFACE MOTION
 FG1140
 FG1140  HISTORY     - Date     Condition        Report By
 FG1140  HISTORY     - 1934     MONUMENTED       CGS
 FG1140  HISTORY     - 1964     GOOD             NGS
 FG1140
 FG1140                          STATION DESCRIPTION
 FG1140
 FG1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FG1140'2.1 MI E FROM HAVANA.
 FG1140'HAVANA, C,RI, AND P RR DEPOT (NOW GONE), 2.1 MILES EAST FROM.  0.4
 FG1140'MILE EAST OF MP 227, 45 FT SOUTH AND 29 FT W OF ROAD CROSSING
 FG1140'RAILROAD, 2 FEET N OF S ROW FENCE AND STANDARD METAL WITNESS SIGN, IN
 FG1140'CONCRETE POST, STD NGS TABLET STAMPED S 46 1934 376.873.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0958 ***********************************************************************
 FG0958  DESIGNATION -  S 47
 FG0958  PID         -  FG0958
 FG0958  STATE/COUNTY-  AR/POPE
 FG0958  USGS QUAD   -  SIMPSON (1980)
 FG0958
 FG0958                         *CURRENT SURVEY CONTROL
 FG0958  ___________________________________________________________________
 FG0958* NAD 83(1986)-  35 33 25.     (N)    093 04 31.     (W)     SCALED    
 FG0958* NAVD 88     -       410.323  (meters)    1346.20   (feet)  ADJUSTED  
 FG0958  ___________________________________________________________________
 FG0958  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FG0958  DYNAMIC HT  -         409.928 (meters)    1344.91  (feet)  COMP
 FG0958  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 FG0958
 FG0958  VERT ORDER  -  SECOND    CLASS 0
 FG0958
 FG0958.The horizontal coordinates were scaled from a topographic map and have
 FG0958.an estimated accuracy of +/- 6 seconds.
 FG0958
 FG0958.The orthometric height was determined by differential leveling
 FG0958.and adjusted by the National Geodetic Survey in June 1991..
 FG0958
 FG0958.The geoid height was determined by GEOID03.
 FG0958
 FG0958.The dynamic height is computed by dividing the NAVD 88
 FG0958.geopotential number by the normal gravity value computed on the
 FG0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0958.degrees latitude (g = 980.6199 gals.).
 FG0958
 FG0958.The modeled gravity was interpolated from observed gravity values.
 FG0958
 FG0958;                    North         East    Units  Estimated Accuracy
 FG0958;SPC AR N     -   136,280.      302,520.      MT  (+/- 180 meters Scaled)
 FG0958
 FG0958                          SUPERSEDED SURVEY CONTROL
 FG0958
 FG0958  NGVD 29 (??/??/92)  410.270  (m)         1346.03   (f) ADJ UNCH    2 0
 FG0958
 FG0958.Superseded values are not recommended for survey control.
 FG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0958.See file dsdata.txt to determine how the superseded data were derived.
 FG0958
 FG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV931348(NAD 83)
 FG0958_MARKER: DB = BENCH MARK DISK
 FG0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0958_STAMPING: S 47 1934
 FG0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0958+STABILITY: SURFACE MOTION
 FG0958
 FG0958  HISTORY     - Date     Condition        Report By
 FG0958  HISTORY     - 1934     MONUMENTED       CGS
 FG0958  HISTORY     - 1935     GOOD             NGS
 FG0958
 FG0958                          STATION DESCRIPTION
 FG0958
 FG0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0958'16.8 MI NW FROM DOVER.
 FG0958'LOCATED ABOUT 16.8 MILES NORTHWEST OF DOVER, FROM SCHOOL, ALONG STATE
 FG0958'HWY NO. 7.  SET NEAR YARD FENCE OF FARM HOUSE.  69 FT SOUTH OF CORNER
 FG0958'OF FARMHOUSE.  38.4 FT NORTHWEST OF CENTERLINE OF HWY NO. 7.  14.1 FT
 FG0958'SOUTH OF SOUTH CORNER OF YARD FENCE. 8.2 FT NORTHWEST OF TELEPHONE
 FG0958'POLE.  4.4 FT SOUTH OF SOUTHWEST END OF WOODEN GATE. 1.6 FT SOUTHEAST
 FG0958'OF FENCE PARALLELING HIGHWAY. TABLET SET IN PRECAST CONCRETE POST WITH
 FG0958'STANDARD TABLET STAMPED S 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0502 ***********************************************************************
 FG0502  DESIGNATION -  S 48
 FG0502  PID         -  FG0502
 FG0502  STATE/COUNTY-  AR/VAN BUREN
 FG0502  USGS QUAD   -  SCOTLAND (1965)
 FG0502
 FG0502                         *CURRENT SURVEY CONTROL
 FG0502  ___________________________________________________________________
 FG0502* NAD 83(1986)-  35 33 39.     (N)    092 34 03.     (W)     SCALED    
 FG0502* NAVD 88     -       186.959  (meters)     613.38   (feet)  ADJUSTED  
 FG0502  ___________________________________________________________________
 FG0502  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0502  DYNAMIC HT  -         186.787 (meters)     612.82  (feet)  COMP
 FG0502  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FG0502
 FG0502  VERT ORDER  -  SECOND    CLASS 0
 FG0502
 FG0502.The horizontal coordinates were scaled from a topographic map and have
 FG0502.an estimated accuracy of +/- 6 seconds.
 FG0502
 FG0502.The orthometric height was determined by differential leveling
 FG0502.and adjusted by the National Geodetic Survey in June 1991..
 FG0502
 FG0502.The geoid height was determined by GEOID03.
 FG0502
 FG0502.The dynamic height is computed by dividing the NAVD 88
 FG0502.geopotential number by the normal gravity value computed on the
 FG0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0502.degrees latitude (g = 980.6199 gals.).
 FG0502
 FG0502.The modeled gravity was interpolated from observed gravity values.
 FG0502
 FG0502;                    North         East    Units  Estimated Accuracy
 FG0502;SPC AR N     -   136,330.      348,550.      MT  (+/- 180 meters Scaled)
 FG0502
 FG0502                          SUPERSEDED SURVEY CONTROL
 FG0502
 FG0502  NGVD 29 (??/??/92)  186.901  (m)          613.19   (f) ADJ UNCH    2 0
 FG0502
 FG0502.Superseded values are not recommended for survey control.
 FG0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0502.See file dsdata.txt to determine how the superseded data were derived.
 FG0502
 FG0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV391353(NAD 83)
 FG0502_MARKER: DB = BENCH MARK DISK
 FG0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0502_STAMPING: S-48 1934
 FG0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0502+STABILITY: SURFACE MOTION
 FG0502
 FG0502  HISTORY     - Date     Condition        Report By
 FG0502  HISTORY     - 1934     MONUMENTED       CGS
 FG0502  HISTORY     - 1935     GOOD             NGS
 FG0502  HISTORY     - 1941     MARK NOT FOUND   ARHD
 FG0502
 FG0502                          STATION DESCRIPTION
 FG0502
 FG0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0502'4.1 MI E FROM SCOTLAND.
 FG0502'4.1 MILES EAST OF SCOTLAND, FROM HALLS SERVICE STATION.  ALONG STATE
 FG0502'HWY. NO. 95.  ABOUT 120 FEET SOUTHEAST OF SOUTHEAST CORNER OF LUTHER
 FG0502'GRIGGS FARM HOUSE.  75.4 FEET NORTHEAST OF NORTHEAST CORNER OF HIGHWAY
 FG0502'NO. 95 BRIDGE.  45.3 FEET NORTH OF CENTERLINE OF STATE HWY. NO. 95.
 FG0502'33.9 FEET NORTH OF JUNCTION OF HIGHWAY NO. 95.  33.9 FEET NORTH OF
 FG0502'JUNCTION OF HIGHWAY NO. 95 AND ENTRANCE ROAD TO FARM HOUSE. 13.3 FEET
 FG0502'EAST OF CENTERLINE OF FARM ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG0502
 FG0502                          STATION RECOVERY (1941)
 FG0502
 FG0502'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1941
 FG0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0332 ***********************************************************************
 FG0332  DESIGNATION -  S 49
 FG0332  PID         -  FG0332
 FG0332  STATE/COUNTY-  AR/CONWAY
 FG0332  USGS QUAD   -  MENIFEE (1991)
 FG0332
 FG0332                         *CURRENT SURVEY CONTROL
 FG0332  ___________________________________________________________________
 FG0332* NAD 83(1986)-  35 08 59.     (N)    092 35 56.     (W)     SCALED    
 FG0332* NAVD 88     -        88.959  (meters)     291.86   (feet)  ADJUSTED  
 FG0332  ___________________________________________________________________
 FG0332  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FG0332  DYNAMIC HT  -          88.875 (meters)     291.58  (feet)  COMP
 FG0332  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FG0332
 FG0332  VERT ORDER  -  SECOND    CLASS 0
 FG0332
 FG0332.The horizontal coordinates were scaled from a topographic map and have
 FG0332.an estimated accuracy of +/- 6 seconds.
 FG0332
 FG0332.The orthometric height was determined by differential leveling
 FG0332.and adjusted by the National Geodetic Survey in June 1991..
 FG0332
 FG0332.The geoid height was determined by GEOID03.
 FG0332
 FG0332.The dynamic height is computed by dividing the NAVD 88
 FG0332.geopotential number by the normal gravity value computed on the
 FG0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0332.degrees latitude (g = 980.6199 gals.).
 FG0332
 FG0332.The modeled gravity was interpolated from observed gravity values.
 FG0332
 FG0332;                    North         East    Units  Estimated Accuracy
 FG0332;SPC AR N     -    90,740.      345,430.      MT  (+/- 180 meters Scaled)
 FG0332
 FG0332                          SUPERSEDED SURVEY CONTROL
 FG0332
 FG0332  NGVD 29 (??/??/92)   88.981  (m)          291.93   (f) ADJ UNCH    2 0
 FG0332
 FG0332.Superseded values are not recommended for survey control.
 FG0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0332.See file dsdata.txt to determine how the superseded data were derived.
 FG0332
 FG0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU365897(NAD 83)
 FG0332_MARKER: DB = BENCH MARK DISK
 FG0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0332_STAMPING: S 49 1934
 FG0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0332+STABILITY: SURFACE MOTION
 FG0332
 FG0332  HISTORY     - Date     Condition        Report By
 FG0332  HISTORY     - 1934     MONUMENTED       CGS
 FG0332  HISTORY     - 1967     GOOD             NGS
 FG0332  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0332
 FG0332                          STATION DESCRIPTION
 FG0332
 FG0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0332'2.75 MI E FROM PLUMERVILLE.
 FG0332'IT IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY
 FG0332'92 IN PLUMERVILLE, GO EAST ON U.S. HIGHWAY 64 FOR 2.75 MILE TO A SIDE
 FG0332'ROAD RIGHT, THENCE SOUTH ON GRADED ROAD FOR 0.25 MILE TO THE RAILROAD
 FG0332'TRACKS, 59 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 49 FEET
 FG0332'NORTHEAST OF THE NORTH END OF A CONCRETE PIPE UNDER THE TRACKS, 35
 FG0332'FEET WEST OF THE CENTER OF THE GRADED ROAD, 5 FEET NORTH OF A FENCE, 1
 FG0332'FOOT NORTH OF A METAL WITNESS POST, IN THE SOUTH END OF A JUNK YARD
 FG0332'AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2
 FG0332'INCHES.
 FG0332
 FG0332                          STATION RECOVERY (1984)
 FG0332
 FG0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0332'NOT RECOVERED, A THOROUGH SEARCH WAS MADE IN A GARBAGE DUMP FOR THIS
 FG0332'MARK, POSSIBLY GRADED OUT OR COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0465 ***********************************************************************
 GF0465  DESIGNATION -  S 5
 GF0465  PID         -  GF0465
 GF0465  STATE/COUNTY-  AR/CARROLL
 GF0465  USGS QUAD   -  EUREKA SPRINGS (1972)
 GF0465
 GF0465                         *CURRENT SURVEY CONTROL
 GF0465  ___________________________________________________________________
 GF0465* NAD 83(1986)-  36 26 52.     (N)    093 41 26.     (W)     SCALED    
 GF0465* NAVD 88     -       383.981  (meters)    1259.78   (feet)  ADJUSTED  
 GF0465  ___________________________________________________________________
 GF0465  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0465  DYNAMIC HT  -         383.643 (meters)    1258.67  (feet)  COMP
 GF0465  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 GF0465
 GF0465  VERT ORDER  -  FIRST     CLASS II
 GF0465
 GF0465.The horizontal coordinates were scaled from a topographic map and have
 GF0465.an estimated accuracy of +/- 6 seconds.
 GF0465
 GF0465.The orthometric height was determined by differential leveling
 GF0465.and adjusted by the National Geodetic Survey in June 1991..
 GF0465
 GF0465.The geoid height was determined by GEOID03.
 GF0465
 GF0465.The dynamic height is computed by dividing the NAVD 88
 GF0465.geopotential number by the normal gravity value computed on the
 GF0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0465.degrees latitude (g = 980.6199 gals.).
 GF0465
 GF0465.The modeled gravity was interpolated from observed gravity values.
 GF0465
 GF0465;                    North         East    Units  Estimated Accuracy
 GF0465;SPC AR N     -   235,890.      248,440.      MT  (+/- 180 meters Scaled)
 GF0465
 GF0465                          SUPERSEDED SURVEY CONTROL
 GF0465
 GF0465  NGVD 29 (??/??/92)  383.838  (m)         1259.31   (f) ADJ UNCH    1 2
 GF0465
 GF0465.Superseded values are not recommended for survey control.
 GF0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0465.See file dsdata.txt to determine how the superseded data were derived.
 GF0465
 GF0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA381338(NAD 83)
 GF0465_MARKER: DB = BENCH MARK DISK
 GF0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0465_SP_SET: PIER
 GF0465_STAMPING: S 5 1930
 GF0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0465
 GF0465  HISTORY     - Date     Condition        Report By
 GF0465  HISTORY     - 1930     MONUMENTED       CGS
 GF0465  HISTORY     - 20050102 POOR             GEOCAC
 GF0465
 GF0465                          STATION DESCRIPTION
 GF0465
 GF0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 GF0465'AT TUNNEL.
 GF0465'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, AT THE STATION
 GF0465'TUNNEL, 690 FEET WEST OF THE WEST END OF THE TUNNEL, 30 FEET SOUTH
 GF0465'OF THE SOUTH AND NEAREST RAIL, SET IN CONCRETE FOUNDATION PIER OF
 GF0465'THE OLD CRANE WHICH RAN FROM THE TUNNEL WATCH HOUSE.
 GF0465
 GF0465                          STATION RECOVERY (2005)
 GF0465
 GF0465'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0465'WHEN I ARRIVED AT THE LOCATION, THE DISC WAS MISSING BUT THE CONCRETE
 GF0465'PIER WAS STILL THERE.  THE STEM IS INTACT SO ITS EASY TO SEE WHERE THE
 GF0465'DISC WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0139 ***********************************************************************
 GG0139  DESIGNATION -  S 50
 GG0139  PID         -  GG0139
 GG0139  STATE/COUNTY-  AR/WASHINGTON
 GG0139  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0139
 GG0139                         *CURRENT SURVEY CONTROL
 GG0139  ___________________________________________________________________
 GG0139* NAD 83(1986)-  36 03 02.     (N)    094 12 27.     (W)     SCALED    
 GG0139* NAVD 88     -       385.275  (meters)    1264.02   (feet)  ADJUSTED  
 GG0139  ___________________________________________________________________
 GG0139  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0139  DYNAMIC HT  -         384.928 (meters)    1262.88  (feet)  COMP
 GG0139  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GG0139
 GG0139  VERT ORDER  -  SECOND    CLASS 0
 GG0139
 GG0139.The horizontal coordinates were scaled from a topographic map and have
 GG0139.an estimated accuracy of +/- 6 seconds.
 GG0139
 GG0139.The orthometric height was determined by differential leveling
 GG0139.and adjusted by the National Geodetic Survey in June 1991..
 GG0139
 GG0139.The geoid height was determined by GEOID03.
 GG0139
 GG0139.The dynamic height is computed by dividing the NAVD 88
 GG0139.geopotential number by the normal gravity value computed on the
 GG0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0139.degrees latitude (g = 980.6199 gals.).
 GG0139
 GG0139.The modeled gravity was interpolated from observed gravity values.
 GG0139
 GG0139;                    North         East    Units  Estimated Accuracy
 GG0139;SPC AR N     -   192,750.      201,110.      MT  (+/- 180 meters Scaled)
 GG0139
 GG0139                          SUPERSEDED SURVEY CONTROL
 GG0139
 GG0139  NGVD 29 (??/??/92)  385.112  (m)         1263.49   (f) ADJ UNCH    2 0
 GG0139
 GG0139.Superseded values are not recommended for survey control.
 GG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0139.See file dsdata.txt to determine how the superseded data were derived.
 GG0139
 GG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV912902(NAD 83)
 GG0139_MARKER: DB = BENCH MARK DISK
 GG0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0139_STAMPING: S 50 1934
 GG0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0139+STABILITY: SURFACE MOTION
 GG0139
 GG0139  HISTORY     - Date     Condition        Report By
 GG0139  HISTORY     - 1934     MONUMENTED       CGS
 GG0139  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0139
 GG0139                          STATION DESCRIPTION
 GG0139
 GG0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0139'2.1 MI E FROM FARMINGTON.
 GG0139'2.1 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RWY. FROM THE
 GG0139'STATION AT FARMINGTON, 13.3 FEET NORTH OF POLE 355+20, 400
 GG0139'FEET EAST OF WOODEN TRESTLE 355+7, 48.4 FEET NORTH OF THE CENTERLINE
 GG0139'OF THE TRACK, AND 1.6 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 GG0139'A STANDARD DISK, STAMPED S 50 1934 AND SET IN THE TOP OF A CONCRETE
 GG0139'POST.  NOTE-- IN MAY 1957, USGS REPORTED THE DESCRIBED LOCATION
 GG0139'LIES WITHIN GRADIENT OF HWY. 62.  A NEW HOME HAS BEEN CONSTRUCTED
 GG0139'THERE.  NOT REMEMBERED BY TENANTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1965 ***********************************************************************
 FG1965  DESIGNATION -  S 52 RESET
 FG1965  PID         -  FG1965
 FG1965  STATE/COUNTY-  AR/MADISON
 FG1965  USGS QUAD   -  ST PAUL (1973)
 FG1965
 FG1965                         *CURRENT SURVEY CONTROL
 FG1965  ___________________________________________________________________
 FG1965* NAD 83(1986)-  35 49 09.     (N)    093 46 43.     (W)     SCALED    
 FG1965* NAVD 88     -       453.15   (meters)    1486.7    (feet)  RESET     
 FG1965  ___________________________________________________________________
 FG1965  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG1965
 FG1965  VERT ORDER  -  THIRD
 FG1965
 FG1965.The horizontal coordinates were scaled from a topographic map and have
 FG1965.an estimated accuracy of +/- 6 seconds.
 FG1965
 FG1965.The orthometric height was computed from unverified reset data.
 FG1965
 FG1965.The geoid height was determined by GEOID03.
 FG1965
 FG1965;                    North         East    Units  Estimated Accuracy
 FG1965;SPC AR N     -   166,290.      239,290.      MT  (+/- 180 meters Scaled)
 FG1965
 FG1965                          SUPERSEDED SURVEY CONTROL
 FG1965
 FG1965  NGVD 29 (08/21/02)  453.02   (m)         1486.3    (f) RESET       3  
 FG1965
 FG1965.Superseded values are not recommended for survey control.
 FG1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1965.See file dsdata.txt to determine how the superseded data were derived.
 FG1965
 FG1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV296641(NAD 83)
 FG1965_MARKER: DV = VERTICAL CONTROL DISK
 FG1965_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FG1965_SP_SET: BRIDGE WINGWALL
 FG1965_STAMPING: S 52 RESET 1992
 FG1965_MARK LOGO: NGS   
 FG1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1965
 FG1965  HISTORY     - Date     Condition        Report By
 FG1965  HISTORY     - 1992     MONUMENTED       ARHD
 FG1965
 FG1965                          STATION DESCRIPTION
 FG1965
 FG1965'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1992
 FG1965'0.9 MILES (1.4 KM) SOUTH ON HIGHWAY 23 FROM THE ST. PAUL POST OFFICE,
 FG1965'AND 1.1 MILES (1.8 KM) NORTH OF THE INTERSECTION OF STATE HIGHWAY 23
 FG1965'AND STATE HIGHWAY 16 IN BRASHEARS, SET IN TOP OF BRIDGE WINGWALL,
 FG1965'NORTHEAST CORNER OF CONCRETE BRIDGE OVER WHITE RIVER, LOCATED 150
 FG1965'FEET (45.7 M) S-40 DEG-W ON TRUE BEARING FROM OLD DISC S 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1785 ***********************************************************************
 EH1785  DESIGNATION -  S 53
 EH1785  PID         -  EH1785
 EH1785  STATE/COUNTY-  AR/JEFFERSON
 EH1785  USGS QUAD   -  ROB ROY (1971)
 EH1785
 EH1785                         *CURRENT SURVEY CONTROL
 EH1785  ___________________________________________________________________
 EH1785* NAD 83(1986)-  34 20 35.     (N)    091 54 07.     (W)     SCALED    
 EH1785* NAVD 88     -        63.809  (meters)     209.35   (feet)  ADJUSTED  
 EH1785  ___________________________________________________________________
 EH1785  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EH1785  DYNAMIC HT  -          63.748 (meters)     209.15  (feet)  COMP
 EH1785  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 EH1785
 EH1785  VERT ORDER  -  SECOND    CLASS 0
 EH1785
 EH1785.The horizontal coordinates were scaled from a topographic map and have
 EH1785.an estimated accuracy of +/- 6 seconds.
 EH1785
 EH1785.The orthometric height was determined by differential leveling
 EH1785.and adjusted by the National Geodetic Survey in June 1991..
 EH1785
 EH1785.The geoid height was determined by GEOID03.
 EH1785
 EH1785.The dynamic height is computed by dividing the NAVD 88
 EH1785.geopotential number by the normal gravity value computed on the
 EH1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1785.degrees latitude (g = 980.6199 gals.).
 EH1785
 EH1785.The modeled gravity was interpolated from observed gravity values.
 EH1785
 EH1785;                    North         East    Units  Estimated Accuracy
 EH1785;SPC AR S     -   585,940.      409,020.      MT  (+/- 180 meters Scaled)
 EH1785
 EH1785                          SUPERSEDED SURVEY CONTROL
 EH1785
 EH1785  NGVD 29 (??/??/??)   63.850  (m)          209.48   (f) ADJUSTED    2 0
 EH1785
 EH1785.Superseded values are not recommended for survey control.
 EH1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1785.See file dsdata.txt to determine how the superseded data were derived.
 EH1785
 EH1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU009007(NAD 83)
 EH1785_MARKER: DB = BENCH MARK DISK
 EH1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1785_STAMPING: S-53 1934
 EH1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1785+STABILITY: SURFACE MOTION
 EH1785
 EH1785  HISTORY     - Date     Condition        Report By
 EH1785  HISTORY     - 1934     MONUMENTED       CGS
 EH1785  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1785
 EH1785                          STATION DESCRIPTION
 EH1785
 EH1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1785'3.9 MI SE FROM SHERRILL.
 EH1785'3.9 MILES SOUTHEAST OF, ALONG S.L.S. RY. FROM STATION.  ABOUT 200 FEET
 EH1785'SOUTH OF M.P.259-25.  58 FEET SOUTH OF ELLISON STATION SIGN BOARD.
 EH1785'41.2 FEET SOUTHWEST OF CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS
 EH1785'SOUTHWESTERN RY.  32.4 FEET SOUTHWEST OF SWITCH STAND.  5.5 FEET
 EH1785'NORTHWEST OF TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1785
 EH1785                          STATION RECOVERY (2003)
 EH1785
 EH1785'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2066 ***********************************************************************
 EH2066  DESIGNATION -  S 54
 EH2066  PID         -  EH2066
 EH2066  STATE/COUNTY-  AR/ARKANSAS
 EH2066  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2066
 EH2066                         *CURRENT SURVEY CONTROL
 EH2066  ___________________________________________________________________
 EH2066* NAD 83(1986)-  34 31 21.     (N)    091 31 34.     (W)     SCALED    
 EH2066* NAVD 88     -        64.446  (meters)     211.44   (feet)  ADJUSTED  
 EH2066  ___________________________________________________________________
 EH2066  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH2066  DYNAMIC HT  -          64.385 (meters)     211.24  (feet)  COMP
 EH2066  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 EH2066
 EH2066  VERT ORDER  -  SECOND    CLASS 0
 EH2066
 EH2066.The horizontal coordinates were scaled from a topographic map and have
 EH2066.an estimated accuracy of +/- 6 seconds.
 EH2066
 EH2066.The orthometric height was determined by differential leveling
 EH2066.and adjusted by the National Geodetic Survey in June 1991..
 EH2066
 EH2066.The geoid height was determined by GEOID03.
 EH2066
 EH2066.The dynamic height is computed by dividing the NAVD 88
 EH2066.geopotential number by the normal gravity value computed on the
 EH2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2066.degrees latitude (g = 980.6199 gals.).
 EH2066
 EH2066.The modeled gravity was interpolated from observed gravity values.
 EH2066
 EH2066;                    North         East    Units  Estimated Accuracy
 EH2066;SPC AR S     -   605,940.      443,510.      MT  (+/- 180 meters Scaled)
 EH2066
 EH2066                          SUPERSEDED SURVEY CONTROL
 EH2066
 EH2066  NGVD 29 (??/??/??)   64.475  (m)          211.53   (f) ADJUSTED    2 0
 EH2066
 EH2066.Superseded values are not recommended for survey control.
 EH2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2066.See file dsdata.txt to determine how the superseded data were derived.
 EH2066
 EH2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU352210(NAD 83)
 EH2066_MARKER: DB = BENCH MARK DISK
 EH2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2066_STAMPING: S-54 1934
 EH2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2066+STABILITY: SURFACE MOTION
 EH2066
 EH2066  HISTORY     - Date     Condition        Report By
 EH2066  HISTORY     - 1934     MONUMENTED       CGS
 EH2066  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH2066
 EH2066                          STATION DESCRIPTION
 EH2066
 EH2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH2066'1.9 MI NE FROM STUTTGART.
 EH2066'1.9 MILES NORTHEAST OF, ALONG S.L.S.RY. FROM STATION.  ABOUT 180 FEET
 EH2066'NORTHEAST OF A MILE POLE 231-15.  ABOUT 150 FEET NORTHEAST OF
 EH2066'INTERSECTION OF CENTERLINES OF EAST-WEST GRAVEL ROAD CROSSING WITH
 EH2066'RAILWAY.  27.6 FEET SOUTHEAST OF CENTERLINE OF ST. LOUIS SOUTHWESTERN
 EH2066'RY.  5.5 FEET NORTHEAST OF TELEGRAPH POLE.  TABLET SET IN PRECAST
 EH2066'CONCRETE POST.  NOTE-- A SIDE TRACK HAS BEEN PUT IN.
 EH2066
 EH2066                          STATION RECOVERY (1954)
 EH2066
 EH2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH2066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1068 ***********************************************************************
 EH1068  DESIGNATION -  S 55
 EH1068  PID         -  EH1068
 EH1068  STATE/COUNTY-  AR/MONROE
 EH1068  USGS QUAD   -  HOLLY GROVE (1971)
 EH1068
 EH1068                         *CURRENT SURVEY CONTROL
 EH1068  ___________________________________________________________________
 EH1068* NAD 83(1986)-  34 35 47.     (N)    091 12 08.     (W)     SCALED    
 EH1068* NAVD 88     -        55.776  (meters)     182.99   (feet)  ADJUSTED  
 EH1068  ___________________________________________________________________
 EH1068  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1068  DYNAMIC HT  -          55.723 (meters)     182.82  (feet)  COMP
 EH1068  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 EH1068
 EH1068  VERT ORDER  -  FIRST     CLASS II
 EH1068
 EH1068.The horizontal coordinates were scaled from a topographic map and have
 EH1068.an estimated accuracy of +/- 6 seconds.
 EH1068
 EH1068.The orthometric height was determined by differential leveling
 EH1068.and adjusted by the National Geodetic Survey in June 1991..
 EH1068.WARNING-Repeat measurements at this control monument indicate possible
 EH1068.vertical movement.
 EH1068
 EH1068.The geoid height was determined by GEOID03.
 EH1068
 EH1068.The dynamic height is computed by dividing the NAVD 88
 EH1068.geopotential number by the normal gravity value computed on the
 EH1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1068.degrees latitude (g = 980.6199 gals.).
 EH1068
 EH1068.The modeled gravity was interpolated from observed gravity values.
 EH1068
 EH1068;                    North         East    Units  Estimated Accuracy
 EH1068;SPC AR S     -   614,320.      473,180.      MT  (+/- 180 meters Scaled)
 EH1068
 EH1068                          SUPERSEDED SURVEY CONTROL
 EH1068
 EH1068  NGVD 29 (??/??/??)   55.800  (m)          183.07   (f) ADJUSTED    1 2
 EH1068
 EH1068.Superseded values are not recommended for survey control.
 EH1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1068.See file dsdata.txt to determine how the superseded data were derived.
 EH1068
 EH1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU648297(NAD 83)
 EH1068_MARKER: DB = BENCH MARK DISK
 EH1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1068_SP_SET: FOUNDATION
 EH1068_STAMPING: S 55 1935
 EH1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1068+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 EH1068
 EH1068  HISTORY     - Date     Condition        Report By
 EH1068  HISTORY     - 1935     MONUMENTED       CGS
 EH1068  HISTORY     - 1955     GOOD             CGS
 EH1068  HISTORY     - 20030423 GOOD             USACE
 EH1068
 EH1068                          STATION DESCRIPTION
 EH1068
 EH1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1068'IN HOLLY GROVE.
 EH1068'AT HOLLY GROVE, ABOUT 0.15 MILE NORTHWEST OF THE MISSOURI PACIFIC
 EH1068'RAILROAD STATION, ABOUT 100 YARDS NORTH OF THE TRACKS, IN THE TOP OF
 EH1068'SOUTH CORNER OF CONCRETE FOUNDATION OF SOUTHEAST LEG OF CITY WATER
 EH1068'TOWER, AND ABOUT 1 1/2 FEET ABOVE GROUND.
 EH1068
 EH1068                          STATION RECOVERY (2003)
 EH1068
 EH1068'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1484 ***********************************************************************
 EH1484  DESIGNATION -  S 56
 EH1484  PID         -  EH1484
 EH1484  STATE/COUNTY-  AR/MONROE
 EH1484  USGS QUAD   -  TURNER (1967)
 EH1484
 EH1484                         *CURRENT SURVEY CONTROL
 EH1484  ___________________________________________________________________
 EH1484* NAD 83(1986)-  34 26 21.     (N)    091 02 39.     (W)     SCALED    
 EH1484* NAVD 88     -        50.598  (meters)     166.00   (feet)  ADJUSTED  
 EH1484  ___________________________________________________________________
 EH1484  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1484  DYNAMIC HT  -          50.549 (meters)     165.84  (feet)  COMP
 EH1484  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 EH1484
 EH1484  VERT ORDER  -  SECOND    CLASS 0
 EH1484
 EH1484.The horizontal coordinates were scaled from a topographic map and have
 EH1484.an estimated accuracy of +/- 6 seconds.
 EH1484
 EH1484.The orthometric height was determined by differential leveling
 EH1484.and adjusted by the National Geodetic Survey in August 1993..
 EH1484
 EH1484.The geoid height was determined by GEOID03.
 EH1484
 EH1484.The dynamic height is computed by dividing the NAVD 88
 EH1484.geopotential number by the normal gravity value computed on the
 EH1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1484.degrees latitude (g = 980.6199 gals.).
 EH1484
 EH1484.The modeled gravity was interpolated from observed gravity values.
 EH1484
 EH1484;                    North         East    Units  Estimated Accuracy
 EH1484;SPC AR S     -   597,000.      487,840.      MT  (+/- 180 meters Scaled)
 EH1484
 EH1484                          SUPERSEDED SURVEY CONTROL
 EH1484
 EH1484  NAVD 88 (06/15/91)   50.586  (m)          165.96   (f) UNKNOWN     2 0
 EH1484  NGVD 29 (??/??/??)   50.628  (m)          166.10   (f) ADJUSTED    2 0
 EH1484
 EH1484.Superseded values are not recommended for survey control.
 EH1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1484.See file dsdata.txt to determine how the superseded data were derived.
 EH1484
 EH1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU796125(NAD 83)
 EH1484_MARKER: DB = BENCH MARK DISK
 EH1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1484_STAMPING: S 56 1935
 EH1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1484+STABILITY: SURFACE MOTION
 EH1484
 EH1484  HISTORY     - Date     Condition        Report By
 EH1484  HISTORY     - 1935     MONUMENTED       CGS
 EH1484  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1484  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1484
 EH1484                          STATION DESCRIPTION
 EH1484
 EH1484'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH1484'7.5 MI SW FROM CYPERT.
 EH1484'IN MONROE COUNTY, 7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE
 EH1484'JOHN L. TURNER STORE AT CYPERT, PHILLIPS COUNTY, 1.7 MILES NORTHEAST
 EH1484'OF THE JUNCTION OF STATE HIGHWAY 17, 300 YARDS NORTHEAST OF A WOODEN
 EH1484'BRIDGE, AT THE JUNCTION OF A DIRT ROAD LEADING TO CRISS CROSS, 48
 EH1484'YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A NEGRO SCHOOL, 65 FEET
 EH1484'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET WEST OF THE
 EH1484'SOUTHEAST CORNER OF A SCHOOL YARD FENCE.  A STANDARD DISK, STAMPED S
 EH1484'56 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EH1484
 EH1484                          STATION RECOVERY (1976)
 EH1484
 EH1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1295 ***********************************************************************
 EH1295  DESIGNATION -  S 57
 EH1295  PID         -  EH1295
 EH1295  STATE/COUNTY-  AR/ARKANSAS
 EH1295  USGS QUAD   -  GILLETT (1972)
 EH1295
 EH1295                         *CURRENT SURVEY CONTROL
 EH1295  ___________________________________________________________________
 EH1295* NAD 83(1986)-  34 01 26.     (N)    091 23 04.     (W)     SCALED    
 EH1295* NAVD 88     -        51.797  (meters)     169.94   (feet)  ADJUSTED  
 EH1295  ___________________________________________________________________
 EH1295  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EH1295  DYNAMIC HT  -          51.746 (meters)     169.77  (feet)  COMP
 EH1295  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH1295
 EH1295  VERT ORDER  -  SECOND    CLASS 0
 EH1295
 EH1295.The horizontal coordinates were scaled from a topographic map and have
 EH1295.an estimated accuracy of +/- 6 seconds.
 EH1295
 EH1295.The orthometric height was determined by differential leveling
 EH1295.and adjusted by the National Geodetic Survey in June 1991..
 EH1295
 EH1295.The geoid height was determined by GEOID03.
 EH1295
 EH1295.The dynamic height is computed by dividing the NAVD 88
 EH1295.geopotential number by the normal gravity value computed on the
 EH1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1295.degrees latitude (g = 980.6199 gals.).
 EH1295
 EH1295.The modeled gravity was interpolated from observed gravity values.
 EH1295
 EH1295;                    North         East    Units  Estimated Accuracy
 EH1295;SPC AR S     -   550,700.      456,850.      MT  (+/- 180 meters Scaled)
 EH1295
 EH1295                          SUPERSEDED SURVEY CONTROL
 EH1295
 EH1295  NGVD 29 (??/??/??)   51.942  (m)          170.41   (f) ADJUSTED    2 0
 EH1295
 EH1295.Superseded values are not recommended for survey control.
 EH1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1295.See file dsdata.txt to determine how the superseded data were derived.
 EH1295
 EH1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT491659(NAD 83)
 EH1295_MARKER: DB = BENCH MARK DISK
 EH1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1295_STAMPING: S-57 1935
 EH1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1295+STABILITY: SURFACE MOTION
 EH1295
 EH1295  HISTORY     - Date     Condition        Report By
 EH1295  HISTORY     - 1935     MONUMENTED       CGS
 EH1295  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1295
 EH1295                          STATION DESCRIPTION
 EH1295
 EH1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1295'6.9 MI S FROM GILLETT.
 EH1295'6.9 MILES SOUTH OF, ALONG ST. HWY. 1, FROM STATION. 63 FEET SOUTHWEST
 EH1295'OF SOUTHWEST END OF WOODEN HIGHWAY BRIDGE OVER A BAYOU. 34 FEET
 EH1295'SOUTHWEST OF NORTH CORNER OF FENCE.  30 FEET SOUTHWEST OF CENTER OF
 EH1295'WAGON GATE.  20 FEET SOUTHEAST OF CENTERLINE OF ST. HWY. 1. 1.5 FT.
 EH1295'NORTHWEST OF FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1295
 EH1295                          STATION RECOVERY (1955)
 EH1295
 EH1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0164 ***********************************************************************
 EK0164  DESIGNATION -  S 58 RESET
 EK0164  PID         -  EK0164
 EK0164  STATE/COUNTY-  AR/POLK
 EK0164  USGS QUAD   -  COVE (1984)
 EK0164
 EK0164                         *CURRENT SURVEY CONTROL
 EK0164  ___________________________________________________________________
 EK0164* NAD 83(1986)-  34 25 57.     (N)    094 26 14.     (W)     SCALED    
 EK0164* NAVD 88     -       319.35   (meters)    1047.7    (feet)  RESET     
 EK0164  ___________________________________________________________________
 EK0164  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 EK0164
 EK0164  VERT ORDER  -  THIRD
 EK0164
 EK0164.The horizontal coordinates were scaled from a topographic map and have
 EK0164.an estimated accuracy of +/- 6 seconds.
 EK0164
 EK0164.The orthometric height was computed from unverified reset data.
 EK0164
 EK0164.The geoid height was determined by GEOID03.
 EK0164
 EK0164;                    North         East    Units  Estimated Accuracy
 EK0164;SPC AR S     -   598,520.      176,020.      MT  (+/- 180 meters Scaled)
 EK0164
 EK0164                          SUPERSEDED SURVEY CONTROL
 EK0164
 EK0164.No superseded survey control is available for this station.
 EK0164
 EK0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU679110(NAD 83)
 EK0164_MARKER: DB = BENCH MARK DISK
 EK0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0164_STAMPING: S 58 RESET 1956
 EK0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0164+STABILITY: SURFACE MOTION
 EK0164
 EK0164  HISTORY     - Date     Condition        Report By
 EK0164  HISTORY     - 1956     MONUMENTED       CGS
 EK0164  HISTORY     - 1956     GOOD             NGS
 EK0164  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0164
 EK0164                          STATION DESCRIPTION
 EK0164
 EK0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EK0164'1.8 MI W FROM COVE.
 EK0164'1.8 MILES WEST ALONG STATE HIGHWAY 4 FROM THE KANSAS CITY
 EK0164'SOUTHERN RAILWAY STATION AT COVE, FOLK COUNTY, 54 FEET WEST OF
 EK0164'THE CENTER LINE OF A FARM-ENTRANCE ROAD, 40 FEET NORTH OF THE
 EK0164'CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF A POWER POLE,
 EK0164'AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED S 58
 EK0164'RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EK0164'4 INCHES ABOVE GROUND.
 EK0164
 EK0164                          STATION RECOVERY (1985)
 EK0164
 EK0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0164'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1339 ***********************************************************************
 EJ1339  DESIGNATION -  S 59
 EJ1339  PID         -  EJ1339
 EJ1339  STATE/COUNTY-  AR/PIKE
 EJ1339  USGS QUAD   -  GLENWOOD (1979)
 EJ1339
 EJ1339                         *CURRENT SURVEY CONTROL
 EJ1339  ___________________________________________________________________
 EJ1339* NAD 83(1986)-  34 19 27.     (N)    093 34 41.     (W)     SCALED    
 EJ1339* NAVD 88     -       182.867  (meters)     599.96   (feet)  ADJUSTED  
 EJ1339  ___________________________________________________________________
 EJ1339  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EJ1339  DYNAMIC HT  -         182.681 (meters)     599.35  (feet)  COMP
 EJ1339  MODELED GRAV-     979,614.3   (mgal)                       NAVD 88
 EJ1339
 EJ1339  VERT ORDER  -  SECOND    CLASS 0
 EJ1339
 EJ1339.The horizontal coordinates were scaled from a topographic map and have
 EJ1339.an estimated accuracy of +/- 6 seconds.
 EJ1339
 EJ1339.The orthometric height was determined by differential leveling
 EJ1339.and adjusted by the National Geodetic Survey in June 1991..
 EJ1339
 EJ1339.The geoid height was determined by GEOID03.
 EJ1339
 EJ1339.The dynamic height is computed by dividing the NAVD 88
 EJ1339.geopotential number by the normal gravity value computed on the
 EJ1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1339.degrees latitude (g = 980.6199 gals.).
 EJ1339
 EJ1339.The modeled gravity was interpolated from observed gravity values.
 EJ1339
 EJ1339;                    North         East    Units  Estimated Accuracy
 EJ1339;SPC AR S     -   584,960.      254,780.      MT  (+/- 180 meters Scaled)
 EJ1339
 EJ1339                          SUPERSEDED SURVEY CONTROL
 EJ1339
 EJ1339  NGVD 29 (??/??/92)  182.841  (m)          599.87   (f) ADJ UNCH    2 0
 EJ1339
 EJ1339.Superseded values are not recommended for survey control.
 EJ1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1339.See file dsdata.txt to determine how the superseded data were derived.
 EJ1339
 EJ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT468982(NAD 83)
 EJ1339_MARKER: DB = BENCH MARK DISK
 EJ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1339_STAMPING: S 59 1934
 EJ1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1339+STABILITY: SURFACE MOTION
 EJ1339
 EJ1339  HISTORY     - Date     Condition        Report By
 EJ1339  HISTORY     - 1934     MONUMENTED       CGS
 EJ1339  HISTORY     - 1962     GOOD             NGS
 EJ1339
 EJ1339                          STATION DESCRIPTION
 EJ1339
 EJ1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1339'2.8 MI SW FROM GLENWOOD.
 EJ1339'LOCATED 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE SOUTH END
 EJ1339'OF THE BRIDGE OVER CADDO RIVER AT THE SOUTH EDGE OF GLENNWOOD.  IT IS
 EJ1339'60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AT STATION 389-58, 53
 EJ1339'FEET NORTH OF AN EAST-WEST FENCE LINE, 78.5 FEET WEST OF THE NORTHWEST
 EJ1339'CORNER OF A SMALL LOG HOUSE, 90 FEET NORTH OF A FENCE CORNER AT THE
 EJ1339'SOUTHWEST CORNER OF THE PROPERTY, 4 FEET SOUTH OF THE PROJECTED PLANE
 EJ1339'OF THE NORTH WALL OF LOG HOUSE, 6 FEET WEST OF A FENCE LINE, 72 FEET
 EJ1339'WEST OF A TRIPPLE FORKED SWEET GUM TREE, 1 FOOT WEST OF A METAL
 EJ1339'WITNESS POST, AND 41 FEET WEST OF THE CENTER OF A WELL. IT IS A
 EJ1339'STANDARD DISK, STAMPED S 59 1934, SET IN THE TOP OF CONCRETE POST
 EJ1339'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0116 ***********************************************************************
 GF0116  DESIGNATION -  S 6
 GF0116  PID         -  GF0116
 GF0116  STATE/COUNTY-  AR/SEARCY
 GF0116  USGS QUAD   -  ST JOE (1967)
 GF0116
 GF0116                         *CURRENT SURVEY CONTROL
 GF0116  ___________________________________________________________________
 GF0116* NAD 83(1986)-  36 01 24.     (N)    092 46 38.     (W)     SCALED    
 GF0116* NAVD 88     -       229.162  (meters)     751.84   (feet)  ADJUSTED  
 GF0116  ___________________________________________________________________
 GF0116  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0116  DYNAMIC HT  -         228.956 (meters)     751.17  (feet)  COMP
 GF0116  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 GF0116
 GF0116  VERT ORDER  -  FIRST     CLASS II
 GF0116
 GF0116.The horizontal coordinates were scaled from a topographic map and have
 GF0116.an estimated accuracy of +/- 6 seconds.
 GF0116
 GF0116.The orthometric height was determined by differential leveling
 GF0116.and adjusted by the National Geodetic Survey in June 1991..
 GF0116
 GF0116.The geoid height was determined by GEOID03.
 GF0116
 GF0116.The dynamic height is computed by dividing the NAVD 88
 GF0116.geopotential number by the normal gravity value computed on the
 GF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0116.degrees latitude (g = 980.6199 gals.).
 GF0116
 GF0116.The modeled gravity was interpolated from observed gravity values.
 GF0116
 GF0116;                    North         East    Units  Estimated Accuracy
 GF0116;SPC AR N     -   187,770.      329,950.      MT  (+/- 180 meters Scaled)
 GF0116
 GF0116                          SUPERSEDED SURVEY CONTROL
 GF0116
 GF0116  NGVD 29 (??/??/92)  229.038  (m)          751.44   (f) ADJ UNCH    1 2
 GF0116
 GF0116.Superseded values are not recommended for survey control.
 GF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0116.See file dsdata.txt to determine how the superseded data were derived.
 GF0116
 GF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV200865(NAD 83)
 GF0116_MARKER: DB = BENCH MARK DISK
 GF0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0116_STAMPING: S-6 1931
 GF0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0116+STABILITY: SURFACE MOTION
 GF0116
 GF0116  HISTORY     - Date     Condition        Report By
 GF0116  HISTORY     - 1931     MONUMENTED       CGS
 GF0116  HISTORY     - 1935     GOOD             NGS
 GF0116
 GF0116                          STATION DESCRIPTION
 GF0116
 GF0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0116'1.6 MI SE FROM ST JOE.
 GF0116'1.6 MILE SOUTHEAST OF ST. JOE, ALONG M. AND N.A. RY. FROM
 GF0116'MISSOURI AND NORTH ARKANSAS RAILWAY STATION, ABOUT 400 FEET
 GF0116'NORTHWEST OF M.P. 157, 53.7 FEET SOUTHWEST OF CENTERLINE OF
 GF0116'RAILWAY TRACK, 20.5 FEET SOUTHWEST OF M.P. 156+28, 5.9 FT. WEST OF
 GF0116'6-INCH AT BASE PERSIMMON TREE, IN LINE WITH R/W FENCE, BRONZE
 GF0116'TABLET IN CONCRETE POST, PROTECTED BY THREE SECTION RAILS IN
 GF0116'TRIANGULAR SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0118 ***********************************************************************
 DM0118  DESIGNATION -  S 61
 DM0118  PID         -  DM0118
 DM0118  STATE/COUNTY-  AR/LITTLE RIVER
 DM0118  USGS QUAD   -  ASHDOWN EAST (1975)
 DM0118
 DM0118                         *CURRENT SURVEY CONTROL
 DM0118  ___________________________________________________________________
 DM0118* NAD 83(1986)-  33 44 20.     (N)    094 04 50.     (W)     SCALED    
 DM0118* NAVD 88     -        79.341  (meters)     260.30   (feet)  ADJUSTED  
 DM0118  ___________________________________________________________________
 DM0118  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DM0118  DYNAMIC HT  -          79.259 (meters)     260.04  (feet)  COMP
 DM0118  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 DM0118
 DM0118  VERT ORDER  -  SECOND    CLASS 0
 DM0118
 DM0118.The horizontal coordinates were scaled from a topographic map and have
 DM0118.an estimated accuracy of +/- 6 seconds.
 DM0118
 DM0118.The orthometric height was determined by differential leveling
 DM0118.and adjusted by the National Geodetic Survey in June 1991..
 DM0118
 DM0118.The geoid height was determined by GEOID03.
 DM0118
 DM0118.The dynamic height is computed by dividing the NAVD 88
 DM0118.geopotential number by the normal gravity value computed on the
 DM0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0118.degrees latitude (g = 980.6199 gals.).
 DM0118
 DM0118.The modeled gravity was interpolated from observed gravity values.
 DM0118
 DM0118;                    North         East    Units  Estimated Accuracy
 DM0118;SPC AR S     -   520,880.      207,230.      MT  (+/- 180 meters Scaled)
 DM0118
 DM0118                          SUPERSEDED SURVEY CONTROL
 DM0118
 DM0118  NGVD 29 (??/??/92)   79.352  (m)          260.34   (f) ADJ UNCH    2 0
 DM0118
 DM0118.Superseded values are not recommended for survey control.
 DM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0118.See file dsdata.txt to determine how the superseded data were derived.
 DM0118
 DM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT999337(NAD 83)
 DM0118_MARKER: DB = BENCH MARK DISK
 DM0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0118_STAMPING: S 61 1934
 DM0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0118+STABILITY: SURFACE MOTION
 DM0118
 DM0118  HISTORY     - Date     Condition        Report By
 DM0118  HISTORY     - 1934     MONUMENTED       CGS
 DM0118  HISTORY     - 1962     GOOD             NGS
 DM0118  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0118
 DM0118                          STATION DESCRIPTION
 DM0118
 DM0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DM0118'2.2 MI SW FROM WHITE CLIFFS.
 DM0118'2.2 MILES SOUTHWEST ALONG THE GRAYSONIA, NASHVILLE AND ASHDOWN
 DM0118'RAILROAD FROM THE STATION AT WHITE CLIFFS, LITTLE RIVER COUNTY, 0.5
 DM0118'MILE NORTH OF THE CROSSING OF A ROW OF POWER-TRANSMISSION LINE POLES,
 DM0118'260 FEET SOUTH OF MILEPOST 6, ON A LONG FILL THROUGH MARSHY COUNTRY,
 DM0118'120 FEET SOUTH OF THE SOUTH END OF TRESTLE 7, 37.6 FEET EAST OF THE
 DM0118'CENTERLINE OF THE TRACK, 5.2 FEET NORTH OF A POLE, AND 7 FEET LOWER
 DM0118'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED S 61 1935 AND SET
 DM0118'IN THE TOP OF A CONCRETE POST.  NOTE-- IS NEAR THE NORTHEAST END OF
 DM0118'THE DESCRIBED TRESTLE.
 DM0118
 DM0118                          STATION RECOVERY (1985)
 DM0118
 DM0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0118'NOT SEARCHED FOR, OFF MAIN LEVEL LINE, RAILROAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0490 ***********************************************************************
 DL0490  DESIGNATION -  S 64
 DL0490  PID         -  DL0490
 DL0490  STATE/COUNTY-  AR/CLARK
 DL0490  USGS QUAD   -  PRESCOTT EAST (1970)
 DL0490
 DL0490                         *CURRENT SURVEY CONTROL
 DL0490  ___________________________________________________________________
 DL0490* NAD 83(1986)-  33 51 44.     (N)    093 17 56.     (W)     SCALED    
 DL0490* NAVD 88     -        64.186  (meters)     210.58   (feet)  ADJUSTED  
 DL0490  ___________________________________________________________________
 DL0490  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL0490  DYNAMIC HT  -          64.121 (meters)     210.37  (feet)  COMP
 DL0490  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 DL0490
 DL0490  VERT ORDER  -  SECOND    CLASS 0
 DL0490
 DL0490.The horizontal coordinates were scaled from a topographic map and have
 DL0490.an estimated accuracy of +/- 6 seconds.
 DL0490
 DL0490.The orthometric height was determined by differential leveling
 DL0490.and adjusted by the National Geodetic Survey in June 1991..
 DL0490
 DL0490.The geoid height was determined by GEOID03.
 DL0490
 DL0490.The dynamic height is computed by dividing the NAVD 88
 DL0490.geopotential number by the normal gravity value computed on the
 DL0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0490.degrees latitude (g = 980.6199 gals.).
 DL0490
 DL0490.The modeled gravity was interpolated from observed gravity values.
 DL0490
 DL0490;                    North         East    Units  Estimated Accuracy
 DL0490;SPC AR S     -   533,360.      279,820.      MT  (+/- 180 meters Scaled)
 DL0490
 DL0490                          SUPERSEDED SURVEY CONTROL
 DL0490
 DL0490  NGVD 29 (??/??/92)   64.186  (m)          210.58   (f) ADJ UNCH    2 0
 DL0490
 DL0490.Superseded values are not recommended for survey control.
 DL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0490.See file dsdata.txt to determine how the superseded data were derived.
 DL0490
 DL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT723469(NAD 83)
 DL0490_MARKER: DB = BENCH MARK DISK
 DL0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0490_SP_SET: ABUTMENT
 DL0490_STAMPING: S-64 1935
 DL0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0490
 DL0490  HISTORY     - Date     Condition        Report By
 DL0490  HISTORY     - 1935     MONUMENTED       CGS
 DL0490  HISTORY     - 1963     GOOD             NGS
 DL0490
 DL0490                          STATION DESCRIPTION
 DL0490
 DL0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0490'1.8 MI NE FROM BOUGHTON.
 DL0490'1.8 MILES NORTHEAST OF, ALONG M.P.R.R. FROM STATION.  BRONZE TABLET IN
 DL0490'NORTH WINGWALL OF NORTHEAST ABUTMENT OF STEEL RAILROAD BRIDGE OVER
 DL0490'LITTLE MISSOURI RIVER.  516 FEET SOUTHWEST OF M.P. 435-30.  12 FEET
 DL0490'NORTHWEST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.
 DL0490
 DL0490                          STATION RECOVERY (1963)
 DL0490
 DL0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1066 ***********************************************************************
 DK1066  DESIGNATION -  S 65
 DK1066  PID         -  DK1066
 DK1066  STATE/COUNTY-  AR/CHICOT
 DK1066  USGS QUAD   -  READLAND (1970)
 DK1066
 DK1066                         *CURRENT SURVEY CONTROL
 DK1066  ___________________________________________________________________
 DK1066* NAD 83(1986)-  33 05 43.     (N)    091 12 20.     (W)     SCALED    
 DK1066* NAVD 88     -        42.793  (meters)     140.40   (feet)  ADJUSTED  
 DK1066  ___________________________________________________________________
 DK1066  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DK1066  DYNAMIC HT  -          42.747 (meters)     140.25  (feet)  COMP
 DK1066  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 DK1066
 DK1066  VERT ORDER  -  SECOND    CLASS 0
 DK1066
 DK1066.The horizontal coordinates were scaled from a topographic map and have
 DK1066.an estimated accuracy of +/- 6 seconds.
 DK1066
 DK1066.The orthometric height was determined by differential leveling
 DK1066.and adjusted by the National Geodetic Survey in June 1991..
 DK1066
 DK1066.The geoid height was determined by GEOID03.
 DK1066
 DK1066.The dynamic height is computed by dividing the NAVD 88
 DK1066.geopotential number by the normal gravity value computed on the
 DK1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1066.degrees latitude (g = 980.6199 gals.).
 DK1066
 DK1066.The modeled gravity was interpolated from observed gravity values.
 DK1066
 DK1066;                    North         East    Units  Estimated Accuracy
 DK1066;SPC AR S     -   447,830.      474,170.      MT  (+/- 180 meters Scaled)
 DK1066
 DK1066                          SUPERSEDED SURVEY CONTROL
 DK1066
 DK1066  NGVD 29 (??/??/??)   42.871  (m)          140.65   (f) ADJUSTED    2 0
 DK1066
 DK1066.Superseded values are not recommended for survey control.
 DK1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1066.See file dsdata.txt to determine how the superseded data were derived.
 DK1066
 DK1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS674632(NAD 83)
 DK1066_MARKER: DB = BENCH MARK DISK
 DK1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1066_STAMPING: S-65 1935
 DK1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1066+STABILITY: SURFACE MOTION
 DK1066
 DK1066  HISTORY     - Date     Condition        Report By
 DK1066  HISTORY     - 1935     MONUMENTED       CGS
 DK1066  HISTORY     - 1958     MARK NOT FOUND   USE
 DK1066
 DK1066                          STATION DESCRIPTION
 DK1066
 DK1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1066'4.0 MI E FROM EUDORA.
 DK1066'4.0 MILES EAST OF, ALONG ROAD TO GRAND LAKE LANDING, FROM CITY HALL.
 DK1066'ABOUT       .3 MILE NORTHEAST OF POINT WHERE GRAVEL ROAD TO GRAND LAKE
 DK1066'LANDING LEAVES U.S. HWY. 65.  35.5 FEET SOUTHEAST OF CENTERLINE OF
 DK1066'GRAND LAKE LANDING ROAD.  12 FEET SOUTHWEST OF CENTERLINE OF CREST OF
 DK1066'NEW LEVEE.  4.4 FEET NORTHWEST OF POWER LINE POLE FOR LINE PARALLEL TO
 DK1066'ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 DK1066
 DK1066                          STATION RECOVERY (1958)
 DK1066
 DK1066'RECOVERY NOTE BY US ENGINEERS 1958
 DK1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0579 ***********************************************************************
 FG0579  DESIGNATION -  S 66
 FG0579  PID         -  FG0579
 FG0579  STATE/COUNTY-  AR/POPE
 FG0579  USGS QUAD   -  SOLO (1980)
 FG0579
 FG0579                         *CURRENT SURVEY CONTROL
 FG0579  ___________________________________________________________________
 FG0579* NAD 83(1986)-  35 36 15.     (N)    092 56 43.     (W)     SCALED    
 FG0579* NAVD 88     -       523.009  (meters)    1715.91   (feet)  ADJUSTED  
 FG0579  ___________________________________________________________________
 FG0579  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG0579  DYNAMIC HT  -         522.499 (meters)    1714.23  (feet)  COMP
 FG0579  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 FG0579
 FG0579  VERT ORDER  -  SECOND    CLASS 0
 FG0579
 FG0579.The horizontal coordinates were scaled from a topographic map and have
 FG0579.an estimated accuracy of +/- 6 seconds.
 FG0579
 FG0579.The orthometric height was determined by differential leveling
 FG0579.and adjusted by the National Geodetic Survey in June 1991..
 FG0579
 FG0579.The geoid height was determined by GEOID03.
 FG0579
 FG0579.The dynamic height is computed by dividing the NAVD 88
 FG0579.geopotential number by the normal gravity value computed on the
 FG0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0579.degrees latitude (g = 980.6199 gals.).
 FG0579
 FG0579.The modeled gravity was interpolated from observed gravity values.
 FG0579
 FG0579;                    North         East    Units  Estimated Accuracy
 FG0579;SPC AR N     -   141,400.      314,350.      MT  (+/- 180 meters Scaled)
 FG0579
 FG0579                          SUPERSEDED SURVEY CONTROL
 FG0579
 FG0579  NGVD 29 (??/??/92)  522.939  (m)         1715.68   (f) ADJ UNCH    2 0
 FG0579
 FG0579.Superseded values are not recommended for survey control.
 FG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0579.See file dsdata.txt to determine how the superseded data were derived.
 FG0579
 FG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV049400(NAD 83)
 FG0579_MARKER: DB = BENCH MARK DISK
 FG0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0579_STAMPING: S 66 1935
 FG0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0579+STABILITY: SURFACE MOTION
 FG0579
 FG0579  HISTORY     - Date     Condition        Report By
 FG0579  HISTORY     - 1935     MONUMENTED       CGS
 FG0579
 FG0579                          STATION DESCRIPTION
 FG0579
 FG0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0579'1.9 MI N FROM SOLO.
 FG0579'1.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE E. A. UNDERHILL
 FG0579'RESIDENCE AT SOLO, POPE COUNTY, 29 FEET EAST OF THE CENTERLINE OF THE
 FG0579'HIGHWAY, 111 FEET SOUTH OF A FENCE CORNER, 43 FEET NORTH OF A POLE,
 FG0579'AND 26 FEET SOUTHWEST OF A 31-INCH OAK STUMP.  A STANDARD DISK,
 FG0579'STAMPED S 66 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0463 ***********************************************************************
 FG0463  DESIGNATION -  S 67
 FG0463  PID         -  FG0463
 FG0463  STATE/COUNTY-  AR/CONWAY
 FG0463  USGS QUAD   -  JERUSALEM (1990)
 FG0463
 FG0463                         *CURRENT SURVEY CONTROL
 FG0463  ___________________________________________________________________
 FG0463* NAD 83(1986)-  35 25 14.     (N)    092 46 00.     (W)     SCALED    
 FG0463* NAVD 88     -       158.046  (meters)     518.52   (feet)  ADJUSTED  
 FG0463  ___________________________________________________________________
 FG0463  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FG0463  DYNAMIC HT  -         157.896 (meters)     518.03  (feet)  COMP
 FG0463  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 FG0463
 FG0463  VERT ORDER  -  SECOND    CLASS 0
 FG0463
 FG0463.The horizontal coordinates were scaled from a topographic map and have
 FG0463.an estimated accuracy of +/- 6 seconds.
 FG0463
 FG0463.The orthometric height was determined by differential leveling
 FG0463.and adjusted by the National Geodetic Survey in June 1991..
 FG0463
 FG0463.The geoid height was determined by GEOID03.
 FG0463
 FG0463.The dynamic height is computed by dividing the NAVD 88
 FG0463.geopotential number by the normal gravity value computed on the
 FG0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0463.degrees latitude (g = 980.6199 gals.).
 FG0463
 FG0463.The modeled gravity was interpolated from observed gravity values.
 FG0463
 FG0463;                    North         East    Units  Estimated Accuracy
 FG0463;SPC AR N     -   120,890.      330,380.      MT  (+/- 180 meters Scaled)
 FG0463
 FG0463                          SUPERSEDED SURVEY CONTROL
 FG0463
 FG0463  NGVD 29 (??/??/92)  158.032  (m)          518.48   (f) ADJ UNCH    2 0
 FG0463
 FG0463.Superseded values are not recommended for survey control.
 FG0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0463.See file dsdata.txt to determine how the superseded data were derived.
 FG0463
 FG0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV211197(NAD 83)
 FG0463_MARKER: DB = BENCH MARK DISK
 FG0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0463_STAMPING: S 67 1935
 FG0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0463+STABILITY: SURFACE MOTION
 FG0463
 FG0463  HISTORY     - Date     Condition        Report By
 FG0463  HISTORY     - 1935     MONUMENTED       CGS
 FG0463
 FG0463                          STATION DESCRIPTION
 FG0463
 FG0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0463'3.7 MI NE FROM JERUSALEM.
 FG0463'3.7 MILES NORTHEAST ALONG THE CLEVELAND ROAD FROM THE JUNCTION OF THE
 FG0463'MORRILTON ROAD AT JERUSALEM, CONWAY COUNTY, 35 FEET SOUTHEAST OF THE
 FG0463'SOUTHEAST CORNER OF THE T. K. MCCOY HOUSE, 17 FEET NORTH OF THE ROAD,
 FG0463'31 FEET EAST OF THE CENTERLINE OF A STONE WALK, 3 1/2 FEET NORTH OF A
 FG0463'SOUTHWEST FENCE CORNER, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 FG0463'STAMPED S 67 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0186 ***********************************************************************
 FG0186  DESIGNATION -  S 68
 FG0186  PID         -  FG0186
 FG0186  STATE/COUNTY-  AR/CLEBURNE
 FG0186  USGS QUAD   -  QUITMAN (1991)
 FG0186
 FG0186                         *CURRENT SURVEY CONTROL
 FG0186  ___________________________________________________________________
 FG0186* NAD 83(1986)-  35 23 03.     (N)    092 12 58.     (W)     SCALED    
 FG0186* NAVD 88     -       189.047  (meters)     620.23   (feet)  ADJUSTED  
 FG0186  ___________________________________________________________________
 FG0186  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FG0186  DYNAMIC HT  -         188.873 (meters)     619.66  (feet)  COMP
 FG0186  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FG0186
 FG0186  VERT ORDER  -  SECOND    CLASS 0
 FG0186
 FG0186.The horizontal coordinates were scaled from a topographic map and have
 FG0186.an estimated accuracy of +/- 6 seconds.
 FG0186
 FG0186.The orthometric height was determined by differential leveling
 FG0186.and adjusted by the National Geodetic Survey in June 1991..
 FG0186
 FG0186.The geoid height was determined by GEOID03.
 FG0186
 FG0186.The dynamic height is computed by dividing the NAVD 88
 FG0186.geopotential number by the normal gravity value computed on the
 FG0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0186.degrees latitude (g = 980.6199 gals.).
 FG0186
 FG0186.The modeled gravity was interpolated from observed gravity values.
 FG0186
 FG0186;                    North         East    Units  Estimated Accuracy
 FG0186;SPC AR N     -   116,600.      380,370.      MT  (+/- 180 meters Scaled)
 FG0186
 FG0186                          SUPERSEDED SURVEY CONTROL
 FG0186
 FG0186  NGVD 29 (??/??/92)  189.007  (m)          620.10   (f) ADJ UNCH    2 0
 FG0186
 FG0186.Superseded values are not recommended for survey control.
 FG0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0186.See file dsdata.txt to determine how the superseded data were derived.
 FG0186
 FG0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV711159(NAD 83)
 FG0186_MARKER: DB = BENCH MARK DISK
 FG0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0186_STAMPING: S 68 1934
 FG0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0186+STABILITY: SURFACE MOTION
 FG0186
 FG0186  HISTORY     - Date     Condition        Report By
 FG0186  HISTORY     - 1934     MONUMENTED       CGS
 FG0186  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0186
 FG0186                          STATION DESCRIPTION
 FG0186
 FG0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0186'IN QUITMAN.
 FG0186'AT QUITMAN, CLEBURNE COUNTY, ON STATE HIGHWAY 25, IN THE SOUTHWEST
 FG0186'CORNER OF THE SCHOOL YARD, 300 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FG0186'OF THE SCHOOLHOUSE, NEAR A BASEBALL DIAMOND, 172 FEET EAST OF THE
 FG0186'CENTERLINE OF THE HIGHWAY, 160 FEET EAST OF THE CENTER OF THE JUNCTION
 FG0186'WITH THE WEST ENTRANCE DRIVE TO THE SCHOOL YARD, 13.9 FEET NORTH OF A
 FG0186'12-INCH TREE, AND 10.8 FEET WEST OF A 10-INCH TREE.  A STANDARD DISK,
 FG0186'STAMPED S 68 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- MARK
 FG0186'IS LOCATED 42 FEET SW OF THE SW CORNER OF THE NEW SCHOOLHOUSE ERECTED
 FG0186'IN 1937 FACING THE HIGHWAY, 60 FEET EAST OF SEMI-CIRCULAR DRIVEWAY
 FG0186'THAT INTERSECTS HIGHWAY 25, 200 FEET WEST OF THE SW CORNER OF THE
 FG0186'SCHOOLHOUSE.  OTHER DESCRIPTIONS ARE ESSENTIALLY CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0114 ***********************************************************************
 FG0114  DESIGNATION -  S 69
 FG0114  PID         -  FG0114
 FG0114  STATE/COUNTY-  AR/FAULKNER
 FG0114  USGS QUAD   -  HAMLET (1994)
 FG0114
 FG0114                         *CURRENT SURVEY CONTROL
 FG0114  ___________________________________________________________________
 FG0114* NAD 83(1986)-  35 05 07.     (N)    092 20 07.     (W)     SCALED    
 FG0114* NAVD 88     -        97.748  (meters)     320.69   (feet)  ADJUSTED  
 FG0114  ___________________________________________________________________
 FG0114  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FG0114  DYNAMIC HT  -          97.656 (meters)     320.39  (feet)  COMP
 FG0114  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 FG0114
 FG0114  VERT ORDER  -  SECOND    CLASS 0
 FG0114
 FG0114.The horizontal coordinates were scaled from a topographic map and have
 FG0114.an estimated accuracy of +/- 6 seconds.
 FG0114
 FG0114.The orthometric height was determined by differential leveling
 FG0114.and adjusted by the National Geodetic Survey in June 1991..
 FG0114
 FG0114.The geoid height was determined by GEOID03.
 FG0114
 FG0114.The dynamic height is computed by dividing the NAVD 88
 FG0114.geopotential number by the normal gravity value computed on the
 FG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0114.degrees latitude (g = 980.6199 gals.).
 FG0114
 FG0114.The modeled gravity was interpolated from observed gravity values.
 FG0114
 FG0114;                    North         East    Units  Estimated Accuracy
 FG0114;SPC AR N     -    83,470.      369,430.      MT  (+/- 180 meters Scaled)
 FG0114
 FG0114                          SUPERSEDED SURVEY CONTROL
 FG0114
 FG0114  NGVD 29 (??/??/92)   97.767  (m)          320.76   (f) ADJ UNCH    2 0
 FG0114
 FG0114.Superseded values are not recommended for survey control.
 FG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0114.See file dsdata.txt to determine how the superseded data were derived.
 FG0114
 FG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU605827(NAD 83)
 FG0114_MARKER: DB = BENCH MARK DISK
 FG0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0114_STAMPING: S 69 1934
 FG0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0114+STABILITY: SURFACE MOTION
 FG0114
 FG0114  HISTORY     - Date     Condition        Report By
 FG0114  HISTORY     - 1934     MONUMENTED       CGS
 FG0114  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0114  HISTORY     - 20050317 MARK NOT FOUND   ARHD
 FG0114
 FG0114                          STATION DESCRIPTION
 FG0114
 FG0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0114'6.0 MI E FROM CONWAY.
 FG0114'6.0 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FG0114'RAILROAD STATION AT CONWAY, FAULKNER COUNTY, 180 FEET SOUTH OF THE
 FG0114'SOUTHEAST CORNER OF GRAHAMS CHAPEL, 89 FEET NORTHWEST OF THE NORTHWEST
 FG0114'CORNER OF THE FARMHOUSE OF T. FULMER IN 1934, 47.2 FEET SOUTH OF THE
 FG0114'CENTERLINE OF THE HIGHWAY, 5.2 FEET NORTHWEST OF THE NORTHEAST CORNER
 FG0114'OF A FIELD FENCE AND A 14-INCH OAK TREE, AND 1.7 FEET NORTH OF A FENCE
 FG0114'PARALLELING THE HIGHWAY.  A STANDARD DISK, STAMPED S 69 1934 AND SET
 FG0114'IN THE TOP OF A CONCRETE POST.
 FG0114
 FG0114                          STATION RECOVERY (2005)
 FG0114
 FG0114'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0042 ***********************************************************************
 FG0042  DESIGNATION -  S 7
 FG0042  PID         -  FG0042
 FG0042  STATE/COUNTY-  AR/CLEBURNE
 FG0042  USGS QUAD   -  GREERS FERRY (1981)
 FG0042
 FG0042                         *CURRENT SURVEY CONTROL
 FG0042  ___________________________________________________________________
 FG0042* NAD 83(1986)-  35 31 42.     (N)    092 10 27.     (W)     SCALED    
 FG0042* NAVD 88     -       114.818  (meters)     376.70   (feet)  ADJUSTED  
 FG0042  ___________________________________________________________________
 FG0042  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FG0042  DYNAMIC HT  -         114.713 (meters)     376.35  (feet)  COMP
 FG0042  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FG0042
 FG0042  VERT ORDER  -  FIRST     CLASS II
 FG0042
 FG0042.The horizontal coordinates were scaled from a topographic map and have
 FG0042.an estimated accuracy of +/- 6 seconds.
 FG0042
 FG0042.The orthometric height was determined by differential leveling
 FG0042.and adjusted by the National Geodetic Survey in June 1991..
 FG0042
 FG0042.The geoid height was determined by GEOID03.
 FG0042
 FG0042.The dynamic height is computed by dividing the NAVD 88
 FG0042.geopotential number by the normal gravity value computed on the
 FG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0042.degrees latitude (g = 980.6199 gals.).
 FG0042
 FG0042.The modeled gravity was interpolated from observed gravity values.
 FG0042
 FG0042;                    North         East    Units  Estimated Accuracy
 FG0042;SPC AR N     -   132,590.      384,210.      MT  (+/- 180 meters Scaled)
 FG0042
 FG0042                          SUPERSEDED SURVEY CONTROL
 FG0042
 FG0042  NGVD 29 (??/??/92)  114.733  (m)          376.42   (f) ADJ UNCH    1 2
 FG0042
 FG0042.Superseded values are not recommended for survey control.
 FG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0042.See file dsdata.txt to determine how the superseded data were derived.
 FG0042
 FG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV748319(NAD 83)
 FG0042_MARKER: DB = BENCH MARK DISK
 FG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0042+STABILITY: SURFACE MOTION
 FG0042
 FG0042  HISTORY     - Date     Condition        Report By
 FG0042  HISTORY     - UNK      MONUMENTED       CGS
 FG0042  HISTORY     - 1931     GOOD             NGS
 FG0042  HISTORY     - 1935     MARK NOT FOUND   NGS
 FG0042
 FG0042                          STATION DESCRIPTION
 FG0042
 FG0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FG0042'3 MI N FROM MILLER.
 FG0042'LOCATED ON THE RIGHT OF WAY OF THE MISSOURI AND NORTH ARKANSAS R.R. 23
 FG0042'FT. WEST OF CENTER LINE OF TRACK, AND 118 FT. WEST OF MILE POST 234.
 FG0042
 FG0042                          STATION RECOVERY (1935)
 FG0042
 FG0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0016 ***********************************************************************
 EJ0016  DESIGNATION -  S 70
 EJ0016  PID         -  EJ0016
 EJ0016  STATE/COUNTY-  AR/PULASKI
 EJ0016  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0016
 EJ0016                         *CURRENT SURVEY CONTROL
 EJ0016  ___________________________________________________________________
 EJ0016* NAD 83(1997)-  34 46 19.83845(N)    092 16 19.52790(W)     ADJUSTED  
 EJ0016* NAVD 88     -        82.205  (meters)     269.70   (feet)  ADJUSTED  
 EJ0016  ___________________________________________________________________
 EJ0016  X           -    -207,935.577 (meters)                     COMP
 EJ0016  Y           -  -5,240,804.542 (meters)                     COMP
 EJ0016  Z           -   3,617,166.300 (meters)                     COMP
 EJ0016  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 EJ0016  ELLIP HEIGHT-          55.50  (meters)          (09/24/01) GPS OBS
 EJ0016  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EJ0016  DYNAMIC HT  -          82.129 (meters)     269.45  (feet)  COMP
 EJ0016  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 EJ0016
 EJ0016  HORZ ORDER  -  FIRST
 EJ0016  VERT ORDER  -  FIRST     CLASS II
 EJ0016  ELLP ORDER  -  FOURTH    CLASS II
 EJ0016
 EJ0016.The horizontal coordinates were established by GPS observations
 EJ0016.and adjusted by the National Geodetic Survey in September 1999..
 EJ0016
 EJ0016.The orthometric height was determined by differential leveling
 EJ0016.and adjusted by the National Geodetic Survey in June 1991..
 EJ0016.WARNING-Repeat measurements at this control monument indicate possible
 EJ0016.vertical movement.
 EJ0016
 EJ0016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ0016
 EJ0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0016
 EJ0016.The ellipsoidal height was determined by GPS observations
 EJ0016.and is referenced to NAD 83.
 EJ0016
 EJ0016.The geoid height was determined by GEOID03.
 EJ0016
 EJ0016.The dynamic height is computed by dividing the NAVD 88
 EJ0016.geopotential number by the normal gravity value computed on the
 EJ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0016.degrees latitude (g = 980.6199 gals.).
 EJ0016
 EJ0016.The modeled gravity was interpolated from observed gravity values.
 EJ0016
 EJ0016;                    North         East     Units Scale Factor Converg.
 EJ0016;SPC AR S     -   633,568.322   375,092.654   MT  1.00000123   -0 09 08.2
 EJ0016;SPC AR S     - 2,078,632.07  1,230,616.48   sFT  1.00000123   -0 09 08.2
 EJ0016;UTM  15      - 3,848,020.182   566,607.100   MT  0.99965468   +0 24 54.5
 EJ0016
 EJ0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0016!SPC AR S     -   0.99999129  x   1.00000123  =   0.99999252
 EJ0016!UTM  15      -   0.99999129  x   0.99965468  =   0.99964597
 EJ0016
 EJ0016                          SUPERSEDED SURVEY CONTROL
 EJ0016
 EJ0016  ELLIP H (09/14/99)   55.49   (m)                       GP(       ) 4 1
 EJ0016  NAD 83(1986)-  34 46 19.85298(N)    092 16 19.51333(W) AD(       ) 1
 EJ0016  NGVD 29 (06/07/95)   82.260  (m)          269.88   (f) ADJUSTED    1 2
 EJ0016
 EJ0016.Superseded values are not recommended for survey control.
 EJ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0016.See file dsdata.txt to determine how the superseded data were derived.
 EJ0016
 EJ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6660748020(NAD 83)
 EJ0016_MARKER: DB = BENCH MARK DISK
 EJ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0016_SP_SET: CONCRETE POST
 EJ0016_STAMPING: S 70 1934
 EJ0016_MARK LOGO: CGS   
 EJ0016_PROJECTION: FLUSH
 EJ0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0016+STABILITY: SURFACE MOTION
 EJ0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0016+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EJ0016
 EJ0016  HISTORY     - Date     Condition        Report By
 EJ0016  HISTORY     - 1934     MONUMENTED       CGS
 EJ0016  HISTORY     - 1967     GOOD             NGS
 EJ0016  HISTORY     - 1984     GOOD             NGS
 EJ0016  HISTORY     - 1987     GOOD             USPSQD
 EJ0016  HISTORY     - 1988     GOOD             USPSQD
 EJ0016  HISTORY     - 1988     GOOD             USPSQD
 EJ0016  HISTORY     - 1989     GOOD             USPSQD
 EJ0016  HISTORY     - 19890901 GOOD             NGS
 EJ0016  HISTORY     - 19900425 GOOD
 EJ0016  HISTORY     - 20030317 GOOD             JCLS
 EJ0016
 EJ0016                          STATION DESCRIPTION
 EJ0016
 EJ0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0016'IN NORTH LITTLE ROCK.
 EJ0016'IT IS AT WEST 19TH STREET AND RAILROAD AVENUE IN NORTH LITTLE ROCK, 30
 EJ0016'FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS, 18
 EJ0016'FEET NORTH OF THE CENTER OF WEST 19TH STREET, 70.5 FEET SOUTHEAST OF
 EJ0016'THE SOUTHEAST CORNER OF THE NORTH LITTLE ROCK MISSIONARY BAPTIST
 EJ0016'CHURCH AND 4 FEET WEST OF A TELEPHONE LINE POLE.  SET IN THE TOP OF A
 EJ0016'6 INCH SQUARE CONCRETE POST WHICH IS IN THE SOUTH END OF A SIDEWALK
 EJ0016'AND IS FLUSH WITH THE SIDEWALK.
 EJ0016
 EJ0016                          STATION RECOVERY (1984)
 EJ0016
 EJ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0016'THE MARK IS 0.3 M ABOVE TRACKS.
 EJ0016'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN NORTH
 EJ0016'LITTLE ROCK AT THE INTERSECTION OF PERCY MACHIN AND WEST 18TH STREET,
 EJ0016'AT THE SOUTH END OF A SIDEWALK, THE CONCRETE SIDEWALK WAS POURED
 EJ0016'AROUND THE CONCRETE POST, 18.68 METERS (61.3 FT) SOUTHEAST OF THE
 EJ0016'SOUTHEAST CORNER OF THE MISSIONARY BAPTIST CHURCH, 15.66 METERS
 EJ0016'(51.4 FT) NORTHWEST OF THE CENTER OF THE CROSSING OF THE RAILROAD
 EJ0016'TRACKS AND WEST 18TH STREET, 8.68 METERS (28.5 FT) WEST OF THE WEST
 EJ0016'RAIL, 7.13 METERS (23.4 FT) NORTH OF THE CENTERLINE OF WEST 18TH
 EJ0016'STREET, AND 1.37 METERS (4.5 FT) WEST OF A TELEPHONE POLE WITH CABLES
 EJ0016'GOING UNDER GROUND.
 EJ0016
 EJ0016                          STATION RECOVERY (1987)
 EJ0016
 EJ0016'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ0016'RECOVERED IN GOOD CONDITION.
 EJ0016
 EJ0016                          STATION RECOVERY (1988)
 EJ0016
 EJ0016'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0016'RECOVERED IN GOOD CONDITION.
 EJ0016
 EJ0016                          STATION RECOVERY (1988)
 EJ0016
 EJ0016'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDD)
 EJ0016'RECOVERED IN GOOD CONDITION.
 EJ0016
 EJ0016                          STATION RECOVERY (1989)
 EJ0016
 EJ0016'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0016'RECOVERED IN GOOD CONDITION.
 EJ0016
 EJ0016                          STATION RECOVERY (1989)
 EJ0016
 EJ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EJ0016'STATION IS LOCATED ABOUT 9.5 KM (5.9 MI) SOUTHEAST OF OAK GROVE, 4.8
 EJ0016'KM (3.0 MI) NORTH OF LITTLE ROCK, AND 2.9 KM (1.8 MI) SOUTH OF NORTH
 EJ0016'LITTLE ROCK.  OWNERSHIP--MISSOURI PACIFIC RAILROAD.
 EJ0016'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 (EXIT
 EJ0016'152) AND STATE HIGHWAY 176 IN WEST NORTH LITTLE ROCK.  GO SOUTH ON
 EJ0016'STATE HIGHWAY 176 (PERCY MACHIN DRIVE) FOR 1.63 KM (1.01 MI) TO A
 EJ0016'PAVED STREET ON THE RIGHT.  TURN RIGHT AND GO WEST ON 18TH STREET FOR
 EJ0016'ABOUT 100 FT (30.5 M) TO THE STATION ON THE RIGHT.  JUST AFTER
 EJ0016'CROSSING THE MISSOURI PACIFIC RAILROAD.  IN THE SOUTHEAST CORNER OF
 EJ0016'THE LAWN OF THE NORTH LITTLE ROCK MISSONARY BAPTIST CHURCH.  AT THE
 EJ0016'SOUTH EDGE OF A SIDEWALK.
 EJ0016'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---S 70 1934---. SET
 EJ0016'IN THE TOP OF A 15-CM SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EJ0016'GROUND.  IT IS 18.8 M (61.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 EJ0016'THE BAPTIST CHURCH, 9.0 M (29.5 FT) WEST OF THE NEAR RAIL, 7.2 M
 EJ0016'(23.6 FT) NORTH OF THE CENTERLINE OF 18 TH STREET, 1.4 M (4.6 FT)
 EJ0016'SOUTHEAST OF THE SOUTHEAST CORNER OF TELEPHONE JUNCTION BOX NUMBER 501
 EJ0016'W 18TH, AND 1.3 M (4.3 FT) WEST-NORTHWEST OF UTILITY POLE NUMBER
 EJ0016'1802.
 EJ0016'DESCRIBED BY E.J.HANSMANN.
 EJ0016
 EJ0016                          STATION RECOVERY (1990)
 EJ0016
 EJ0016'RECOVERED 1990
 EJ0016'RECOVERED IN GOOD CONDITION.
 EJ0016
 EJ0016                          STATION RECOVERY (2003)
 EJ0016
 EJ0016'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (FJO)
 EJ0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0762 ***********************************************************************
 EJ0762  DESIGNATION -  S 71
 EJ0762  PID         -  EJ0762
 EJ0762  STATE/COUNTY-  AR/PERRY
 EJ0762  USGS QUAD   -  FOURCHE (1984)
 EJ0762
 EJ0762                         *CURRENT SURVEY CONTROL
 EJ0762  ___________________________________________________________________
 EJ0762* NAD 83(1986)-  34 58 26.     (N)    092 35 58.     (W)     SCALED    
 EJ0762* NAVD 88     -        85.973  (meters)     282.06   (feet)  ADJUSTED  
 EJ0762  ___________________________________________________________________
 EJ0762  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EJ0762  DYNAMIC HT  -          85.891 (meters)     281.79  (feet)  COMP
 EJ0762  MODELED GRAV-     979,682.0   (mgal)                       NAVD 88
 EJ0762
 EJ0762  VERT ORDER  -  SECOND    CLASS 0
 EJ0762
 EJ0762.The horizontal coordinates were scaled from a topographic map and have
 EJ0762.an estimated accuracy of +/- 6 seconds.
 EJ0762
 EJ0762.The orthometric height was determined by differential leveling
 EJ0762.and adjusted by the National Geodetic Survey in June 1991..
 EJ0762
 EJ0762.The geoid height was determined by GEOID03.
 EJ0762
 EJ0762.The dynamic height is computed by dividing the NAVD 88
 EJ0762.geopotential number by the normal gravity value computed on the
 EJ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0762.degrees latitude (g = 980.6199 gals.).
 EJ0762
 EJ0762.The modeled gravity was interpolated from observed gravity values.
 EJ0762
 EJ0762;                    North         East    Units  Estimated Accuracy
 EJ0762;SPC AR N     -    71,230.      345,260.      MT  (+/- 180 meters Scaled)
 EJ0762
 EJ0762                          SUPERSEDED SURVEY CONTROL
 EJ0762
 EJ0762  NGVD 29 (??/??/92)   86.004  (m)          282.16   (f) ADJ UNCH    2 0
 EJ0762
 EJ0762.Superseded values are not recommended for survey control.
 EJ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0762.See file dsdata.txt to determine how the superseded data were derived.
 EJ0762
 EJ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU365702(NAD 83)
 EJ0762_MARKER: DB = BENCH MARK DISK
 EJ0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0762_SP_SET: CULVERT
 EJ0762_STAMPING: S-71 1934
 EJ0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0762
 EJ0762  HISTORY     - Date     Condition        Report By
 EJ0762  HISTORY     - 1934     MONUMENTED       CGS
 EJ0762
 EJ0762                          STATION DESCRIPTION
 EJ0762
 EJ0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0762'3.2 MI E FROM BIGELOW.
 EJ0762'3.2 MILES EAST OF, ALONG C.R.I. AND R.RY. FROM STATION TABLET SET
 EJ0762'HORIZONTALLY ON WEST END OF SOUTH CONCRETE HEADWALL OF CULVERT UNDER
 EJ0762'RAILROAD.  ABOUT 200 FEET WEST OF TELEPHONE POLE 169+5.  47.2 FEET
 EJ0762'NORTH OF NORTH SIDE OF EARNEST KENNYS FARMHOUSE.  13.4 FEET SOUTH OF
 EJ0762'CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  1.1 FEET EAST OF
 EJ0762'WEST END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0928 ***********************************************************************
 EJ0928  DESIGNATION -  S 73
 EJ0928  PID         -  EJ0928
 EJ0928  STATE/COUNTY-  AR/SALINE
 EJ0928  USGS QUAD   -  PARON (1984)
 EJ0928
 EJ0928                         *CURRENT SURVEY CONTROL
 EJ0928  ___________________________________________________________________
 EJ0928* NAD 83(1986)-  34 46 21.     (N)    092 45 30.     (W)     SCALED    
 EJ0928* NAVD 88     -       149.814  (meters)     491.51   (feet)  ADJUSTED  
 EJ0928  ___________________________________________________________________
 EJ0928  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EJ0928  DYNAMIC HT  -         149.670 (meters)     491.04  (feet)  COMP
 EJ0928  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EJ0928
 EJ0928  VERT ORDER  -  SECOND    CLASS 0
 EJ0928
 EJ0928.The horizontal coordinates were scaled from a topographic map and have
 EJ0928.an estimated accuracy of +/- 6 seconds.
 EJ0928
 EJ0928.The orthometric height was determined by differential leveling
 EJ0928.and adjusted by the National Geodetic Survey in June 1991..
 EJ0928
 EJ0928.The geoid height was determined by GEOID03.
 EJ0928
 EJ0928.The dynamic height is computed by dividing the NAVD 88
 EJ0928.geopotential number by the normal gravity value computed on the
 EJ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0928.degrees latitude (g = 980.6199 gals.).
 EJ0928
 EJ0928.The modeled gravity was interpolated from observed gravity values.
 EJ0928
 EJ0928;                    North         East    Units  Estimated Accuracy
 EJ0928;SPC AR S     -   633,830.      330,580.      MT  (+/- 180 meters Scaled)
 EJ0928
 EJ0928                          SUPERSEDED SURVEY CONTROL
 EJ0928
 EJ0928  NGVD 29 (??/??/92)  149.83   (m)          491.6    (f) COMPUTED    2 0
 EJ0928
 EJ0928.Superseded values are not recommended for survey control.
 EJ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0928.See file dsdata.txt to determine how the superseded data were derived.
 EJ0928
 EJ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU221478(NAD 83)
 EJ0928_MARKER: DB = BENCH MARK DISK
 EJ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0928_STAMPING: S-73 1935
 EJ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0928+STABILITY: SURFACE MOTION
 EJ0928
 EJ0928  HISTORY     - Date     Condition        Report By
 EJ0928  HISTORY     - 1935     MONUMENTED       CGS
 EJ0928  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0928
 EJ0928                          STATION DESCRIPTION
 EJ0928
 EJ0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0928'IN PARON.
 EJ0928'POST SET IN SOUTHEAST CORNER OF PARON SCHOOL YARD.  ABOUT 150 FEET
 EJ0928'SOUTHEAST OF SOUTHEAST CORNER OF SCHOOL BLDG.  58.2 FEET WEST OF
 EJ0928'CENTERLINE OF ST. HWY. NO. 9.  19.7 FEET WEST OF SOUTHEAST CORNER OF
 EJ0928'SCHOOL YARD FENCE.  1.6 FEET NORTH OF EAST-WEST FENCE.  TABLET SET IN
 EJ0928'PRECAST CONCRETE POST.
 EJ0928
 EJ0928                          STATION RECOVERY (1998)
 EJ0928
 EJ0928'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0929 ***********************************************************************
 EJ0929  DESIGNATION -  S 73 RESET
 EJ0929  PID         -  EJ0929
 EJ0929  STATE/COUNTY-  AR/SALINE
 EJ0929  USGS QUAD   -  PARON (1984)
 EJ0929
 EJ0929                         *CURRENT SURVEY CONTROL
 EJ0929  ___________________________________________________________________
 EJ0929* NAD 83(1986)-  34 46 21.     (N)    092 45 30.     (W)     SCALED    
 EJ0929* NAVD 88     -       151.02   (meters)     495.5    (feet)  RESET     
 EJ0929  ___________________________________________________________________
 EJ0929  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EJ0929
 EJ0929  VERT ORDER  -  THIRD
 EJ0929
 EJ0929.The horizontal coordinates were scaled from a topographic map and have
 EJ0929.an estimated accuracy of +/- 6 seconds.
 EJ0929
 EJ0929.The orthometric height was computed from unverified reset data.
 EJ0929.No vertical observational check was made to the station.
 EJ0929
 EJ0929.The geoid height was determined by GEOID03.
 EJ0929
 EJ0929;                    North         East    Units  Estimated Accuracy
 EJ0929;SPC AR S     -   633,830.      330,580.      MT  (+/- 180 meters Scaled)
 EJ0929
 EJ0929                          SUPERSEDED SURVEY CONTROL
 EJ0929
 EJ0929  NGVD 29 (??/??/??)  151.03   (m)          495.5    (f) RESET       3  
 EJ0929
 EJ0929.Superseded values are not recommended for survey control.
 EJ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0929.See file dsdata.txt to determine how the superseded data were derived.
 EJ0929
 EJ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU221478(NAD 83)
 EJ0929_MARKER: DB = BENCH MARK DISK
 EJ0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0929_SP_SET: PLATFORM
 EJ0929_STAMPING: S 73 RESET 1957
 EJ0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0929
 EJ0929  HISTORY     - Date     Condition        Report By
 EJ0929  HISTORY     - 1957     MONUMENTED       CGS
 EJ0929  HISTORY     - 19980425 GOOD             USPSQD
 EJ0929
 EJ0929                          STATION DESCRIPTION
 EJ0929
 EJ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EJ0929'IN PARON.
 EJ0929'AT PARON, SALINE COUNTY, IN THE SOUTHWEST CORNER OF THE CONCRETE
 EJ0929'PLATFORM OF THE EAST ENTRANCE OF THE BRICK PARON HIGH SCHOOL.  IT IS
 EJ0929'ABOUT 75 YARDS NORTHWEST OF THE INTERSECTION OF STATE HIGHWAYS 9 AND
 EJ0929'12.  IT IS A STANDARD DISK SET IN A DRILL HOLE FLUSH WITH THE CONCRETE
 EJ0929'PLATFORM AND 3 FEET SOUTH OF THE CENTER OF THE DOOR.
 EJ0929
 EJ0929                          STATION RECOVERY (1998)
 EJ0929
 EJ0929'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1246 ***********************************************************************
 FF1246  DESIGNATION -  S 74
 FF1246  PID         -  FF1246
 FF1246  STATE/COUNTY-  AR/JACKSON
 FF1246  USGS QUAD   -  TUPELO (1980)
 FF1246
 FF1246                         *CURRENT SURVEY CONTROL
 FF1246  ___________________________________________________________________
 FF1246* NAD 83(1986)-  35 27 03.     (N)    091 13 48.     (W)     SCALED    
 FF1246* NAVD 88     -        67.744  (meters)     222.26   (feet)  ADJUSTED  
 FF1246  ___________________________________________________________________
 FF1246  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF1246  DYNAMIC HT  -          67.685 (meters)     222.06  (feet)  COMP
 FF1246  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 FF1246
 FF1246  VERT ORDER  -  SECOND    CLASS 0
 FF1246
 FF1246.The horizontal coordinates were scaled from a topographic map and have
 FF1246.an estimated accuracy of +/- 6 seconds.
 FF1246
 FF1246.The orthometric height was determined by differential leveling
 FF1246.and adjusted by the National Geodetic Survey in June 1991..
 FF1246
 FF1246.The geoid height was determined by GEOID03.
 FF1246
 FF1246.The dynamic height is computed by dividing the NAVD 88
 FF1246.geopotential number by the normal gravity value computed on the
 FF1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1246.degrees latitude (g = 980.6199 gals.).
 FF1246
 FF1246.The modeled gravity was interpolated from observed gravity values.
 FF1246
 FF1246;                    North         East    Units  Estimated Accuracy
 FF1246;SPC AR N     -   124,250.      469,900.      MT  (+/- 180 meters Scaled)
 FF1246
 FF1246                          SUPERSEDED SURVEY CONTROL
 FF1246
 FF1246  NGVD 29 (??/??/??)   67.693  (m)          222.09   (f) ADJUSTED    2 0
 FF1246
 FF1246.Superseded values are not recommended for survey control.
 FF1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1246.See file dsdata.txt to determine how the superseded data were derived.
 FF1246
 FF1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV606244(NAD 83)
 FF1246_MARKER: DB = BENCH MARK DISK
 FF1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1246_STAMPING: 222.066 S 74 1935
 FF1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1246+STABILITY: SURFACE MOTION
 FF1246
 FF1246  HISTORY     - Date     Condition        Report By
 FF1246  HISTORY     - 1935     MONUMENTED       CGS
 FF1246  HISTORY     - 1954     GOOD             AR4063
 FF1246  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF1246  HISTORY     - 20060926 MARK NOT FOUND   JCLS
 FF1246
 FF1246                          STATION DESCRIPTION
 FF1246
 FF1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1246'AT WELDON.
 FF1246'AT WELDON, JACKSON COUNTY, ON THE ABANDONED CHICAGO, ROCK ISLAND
 FF1246'AND PACIFIC RAILROAD, 825 FEET NORTH OF THE NORTHEAST CORNER OF
 FF1246'THE STATION, 48 FEET EAST OF THE CENTERLINE OF THE TRACK, 84
 FF1246'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 17, AND 2 FEET
 FF1246'WEST OF THE INTERSECTION OF TWO WIRE FENCES.  A STANDARD DISK,
 FF1246'STAMPED 222.066 S 74 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1246
 FF1246                          STATION RECOVERY (1954)
 FF1246
 FF1246'RECOVERY NOTE BY CITY OF WELDON ARKANSAS 1954
 FF1246'RECOVERED IN GOOD CONDITION.
 FF1246
 FF1246                          STATION RECOVERY (1975)
 FF1246
 FF1246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF1246'MARK NOT FOUND.
 FF1246
 FF1246                          STATION RECOVERY (2006)
 FF1246
 FF1246'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FF1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0880 ***********************************************************************
 FF0880  DESIGNATION -  S 75
 FF0880  PID         -  FF0880
 FF0880  STATE/COUNTY-  AR/CRAIGHEAD
 FF0880  USGS QUAD   -  CASH (1980)
 FF0880
 FF0880                         *CURRENT SURVEY CONTROL
 FF0880  ___________________________________________________________________
 FF0880* NAD 83(1986)-  35 48 22.     (N)    090 55 41.     (W)     SCALED    
 FF0880* NAVD 88     -        76.512  (meters)     251.02   (feet)  ADJUSTED  
 FF0880  ___________________________________________________________________
 FF0880  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF0880  DYNAMIC HT  -          76.448 (meters)     250.81  (feet)  COMP
 FF0880  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 FF0880
 FF0880  VERT ORDER  -  SECOND    CLASS 0
 FF0880
 FF0880.The horizontal coordinates were scaled from a topographic map and have
 FF0880.an estimated accuracy of +/- 6 seconds.
 FF0880
 FF0880.The orthometric height was determined by differential leveling
 FF0880.and adjusted by the National Geodetic Survey in June 1991..
 FF0880
 FF0880.The geoid height was determined by GEOID03.
 FF0880
 FF0880.The dynamic height is computed by dividing the NAVD 88
 FF0880.geopotential number by the normal gravity value computed on the
 FF0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0880.degrees latitude (g = 980.6199 gals.).
 FF0880
 FF0880.The modeled gravity was interpolated from observed gravity values.
 FF0880
 FF0880;                    North         East    Units  Estimated Accuracy
 FF0880;SPC AR N     -   163,920.      496,880.      MT  (+/- 180 meters Scaled)
 FF0880
 FF0880                          SUPERSEDED SURVEY CONTROL
 FF0880
 FF0880  NGVD 29 (??/??/??)   76.435  (m)          250.77   (f) ADJUSTED    2 0
 FF0880
 FF0880.Superseded values are not recommended for survey control.
 FF0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0880.See file dsdata.txt to determine how the superseded data were derived.
 FF0880
 FF0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV872644(NAD 83)
 FF0880_MARKER: DB = BENCH MARK DISK
 FF0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0880_STAMPING: S 75 1934
 FF0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0880+STABILITY: SURFACE MOTION
 FF0880
 FF0880  HISTORY     - Date     Condition        Report By
 FF0880  HISTORY     - 1934     MONUMENTED       CGS
 FF0880  HISTORY     - 1938     GOOD             CGS
 FF0880  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0880
 FF0880                          STATION DESCRIPTION
 FF0880
 FF0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0880'0.7 MI NE FROM CASH.
 FF0880'ABOUT 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST
 FF0880'OFFICE AT CASH, CRAIGHEAD COUNTY, ABOUT 159 FEET EAST OF THE
 FF0880'FRONT STEPS OF THE J.T. BOYD HOME, 51 FEET NORTHEAST OF THE
 FF0880'CENTER OF THE JUNCTION WITH A FARM ROAD, 33 FEET NORTH OF THE
 FF0880'CENTER LINE OF THE HIGHWAY, AND 5 FEET SOUTHEAST OF THE SOUTHWEST
 FF0880'CORNER OF A WIRE FENCE.  A STANDARD DISK, STAMPED S 75 1934 AND
 FF0880'SET IN THE TOP OF A CONCRETE POST.
 FF0880
 FF0880                          STATION RECOVERY (1938)
 FF0880
 FF0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF0880'RECOVERED IN GOOD CONDITION.
 FF0880
 FF0880                          STATION RECOVERY (1976)
 FF0880
 FF0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0677 ***********************************************************************
 FF0677  DESIGNATION -  S 76
 FF0677  PID         -  FF0677
 FF0677  STATE/COUNTY-  AR/CROSS
 FF0677  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0677
 FF0677                         *CURRENT SURVEY CONTROL
 FF0677  ___________________________________________________________________
 FF0677* NAD 83(1986)-  35 25 52.     (N)    090 44 45.     (W)     SCALED    
 FF0677* NAVD 88     -        79.529  (meters)     260.92   (feet)  ADJUSTED  
 FF0677  ___________________________________________________________________
 FF0677  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF0677  DYNAMIC HT  -          79.458 (meters)     260.69  (feet)  COMP
 FF0677  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 FF0677
 FF0677  VERT ORDER  -  FIRST     CLASS II
 FF0677
 FF0677.The horizontal coordinates were scaled from a topographic map and have
 FF0677.an estimated accuracy of +/- 6 seconds.
 FF0677
 FF0677.The orthometric height was determined by differential leveling
 FF0677.and adjusted by the National Geodetic Survey in June 1991..
 FF0677.WARNING-Repeat measurements at this control monument indicate possible
 FF0677.vertical movement.
 FF0677
 FF0677.The geoid height was determined by GEOID03.
 FF0677
 FF0677.The dynamic height is computed by dividing the NAVD 88
 FF0677.geopotential number by the normal gravity value computed on the
 FF0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0677.degrees latitude (g = 980.6199 gals.).
 FF0677
 FF0677.The modeled gravity was interpolated from observed gravity values.
 FF0677
 FF0677;                    North         East    Units  Estimated Accuracy
 FF0677;SPC AR N     -   122,510.      513,880.      MT  (+/- 180 meters Scaled)
 FF0677
 FF0677                          SUPERSEDED SURVEY CONTROL
 FF0677
 FF0677  NGVD 29 (??/??/??)   79.480  (m)          260.76   (f) ADJUSTED    1 2
 FF0677
 FF0677.Superseded values are not recommended for survey control.
 FF0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0677.See file dsdata.txt to determine how the superseded data were derived.
 FF0677
 FF0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV046231(NAD 83)
 FF0677_MARKER: DB = BENCH MARK DISK
 FF0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0677_STAMPING: S 76 1934
 FF0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0677+STABILITY: SURFACE MOTION
 FF0677
 FF0677  HISTORY     - Date     Condition        Report By
 FF0677  HISTORY     - 1934     MONUMENTED       CGS
 FF0677  HISTORY     - 1956     GOOD             CGS
 FF0677  HISTORY     - 20030507 MARK NOT FOUND   USACE
 FF0677
 FF0677                          STATION DESCRIPTION
 FF0677
 FF0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0677'1.9 MI N FROM CHERRY VALLEY.
 FF0677'ABOUT 1.9 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0677'THE STATION AT CHERRY VALLEY, ABOUT 1.0 MILE SOUTH OF CROSSING
 FF0677'OF THE CROSS-POINSETT COUNTY LINE ROAD AT HYDRICK, ABOUT 150
 FF0677'YARDS NORTH OF MILE POLE 266, AT A FIELD ROAD CROSSING, 44 1/2
 FF0677'FEET WEST OF WEST RAIL, 94 1/2 FEET WEST-SOUTHWEST AND ACROSS
 FF0677'TRACK AND ROAD FROM TELEPHONE POLE NO. 265/27, 13 FEET SOUTH OF
 FF0677'CENTER LINE OF ROAD, 6.3 FEET NORTHEAST OF A FENCE CORNER, 35
 FF0677'FEET SOUTH AND ACROSS ROAD FROM A POWER POLE ON AN EAST-WEST
 FF0677'POWER LINE, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL
 FF0677'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 FF0677'INCHES.
 FF0677
 FF0677                          STATION RECOVERY (2003)
 FF0677
 FF0677'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1441 ***********************************************************************
 DK1441  DESIGNATION -  S 77
 DK1441  PID         -  DK1441
 DK1441  STATE/COUNTY-  AR/LINCOLN
 DK1441  USGS QUAD   -  RELFS BLUFF (1973)
 DK1441
 DK1441                         *CURRENT SURVEY CONTROL
 DK1441  ___________________________________________________________________
 DK1441* NAD 83(1986)-  33 50 45.     (N)    091 51 19.     (W)     SCALED    
 DK1441* NAVD 88     -        78.039  (meters)     256.03   (feet)  ADJUSTED  
 DK1441  ___________________________________________________________________
 DK1441  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DK1441  DYNAMIC HT  -          77.960 (meters)     255.77  (feet)  COMP
 DK1441  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 DK1441
 DK1441  VERT ORDER  -  SECOND    CLASS 0
 DK1441
 DK1441.The horizontal coordinates were scaled from a topographic map and have
 DK1441.an estimated accuracy of +/- 6 seconds.
 DK1441
 DK1441.The orthometric height was determined by differential leveling
 DK1441.and adjusted by the National Geodetic Survey in June 1991..
 DK1441
 DK1441.The geoid height was determined by GEOID03.
 DK1441
 DK1441.The dynamic height is computed by dividing the NAVD 88
 DK1441.geopotential number by the normal gravity value computed on the
 DK1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1441.degrees latitude (g = 980.6199 gals.).
 DK1441
 DK1441.The modeled gravity was interpolated from observed gravity values.
 DK1441
 DK1441;                    North         East    Units  Estimated Accuracy
 DK1441;SPC AR S     -   530,790.      413,390.      MT  (+/- 180 meters Scaled)
 DK1441
 DK1441                          SUPERSEDED SURVEY CONTROL
 DK1441
 DK1441  NGVD 29 (??/??/??)   78.132  (m)          256.34   (f) ADJUSTED    2 0
 DK1441
 DK1441.Superseded values are not recommended for survey control.
 DK1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1441.See file dsdata.txt to determine how the superseded data were derived.
 DK1441
 DK1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT059456(NAD 83)
 DK1441_MARKER: DB = BENCH MARK DISK
 DK1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1441_STAMPING: S 77 1935
 DK1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1441+STABILITY: SURFACE MOTION
 DK1441
 DK1441  HISTORY     - Date     Condition        Report By
 DK1441  HISTORY     - 1935     MONUMENTED       CGS
 DK1441  HISTORY     - 1972     GOOD             USGS
 DK1441
 DK1441                          STATION DESCRIPTION
 DK1441
 DK1441'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DK1441'6.9 MI S FROM STAR CITY.
 DK1441'STAR CITY, ABOUT 5.9 MI S. ALONG SH 81 FROM JCT. OF SH 81 AND 11 AT
 DK1441'THENCE ABOUT 1.0 MI SW. ALONG GRAVEL RD., T-10 S., R-7 W., NEAR 1/4
 DK1441'COR. OF SEC. 17 AND 18, 300 FT S. OF A WOODEN BRIDGE, ABOUT 500 FT N.
 DK1441'AND 39 FT W. OF GRAVEL RD. AT DRIVEWAY E. TO A FARMHOUSE, 0.5 FT E. OF
 DK1441'A WITNESS POST.  A STD. DISK, STAMPED S 77 1935 AND SET IN THE TOP OF
 DK1441'A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0774 ***********************************************************************
 EJ0774  DESIGNATION -  S 78
 EJ0774  PID         -  EJ0774
 EJ0774  STATE/COUNTY-  AR/SALINE
 EJ0774  USGS QUAD   -  HASKELL (1984)
 EJ0774
 EJ0774                         *CURRENT SURVEY CONTROL
 EJ0774  ___________________________________________________________________
 EJ0774* NAD 83(1986)-  34 32 06.     (N)    092 39 36.     (W)     SCALED    
 EJ0774* NAVD 88     -       118.512  (meters)     388.82   (feet)  ADJUSTED  
 EJ0774  ___________________________________________________________________
 EJ0774  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ0774  DYNAMIC HT  -         118.400 (meters)     388.45  (feet)  COMP
 EJ0774  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 EJ0774
 EJ0774  VERT ORDER  -  SECOND    CLASS 0
 EJ0774
 EJ0774.The horizontal coordinates were scaled from a topographic map and have
 EJ0774.an estimated accuracy of +/- 6 seconds.
 EJ0774
 EJ0774.The orthometric height was determined by differential leveling
 EJ0774.and adjusted by the National Geodetic Survey in June 1991..
 EJ0774
 EJ0774.The geoid height was determined by GEOID03.
 EJ0774
 EJ0774.The dynamic height is computed by dividing the NAVD 88
 EJ0774.geopotential number by the normal gravity value computed on the
 EJ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0774.degrees latitude (g = 980.6199 gals.).
 EJ0774
 EJ0774.The modeled gravity was interpolated from observed gravity values.
 EJ0774
 EJ0774;                    North         East    Units  Estimated Accuracy
 EJ0774;SPC AR S     -   607,420.      339,410.      MT  (+/- 180 meters Scaled)
 EJ0774
 EJ0774                          SUPERSEDED SURVEY CONTROL
 EJ0774
 EJ0774  NGVD 29 (??/??/92)  118.535  (m)          388.89   (f) ADJ UNCH    2 0
 EJ0774
 EJ0774.Superseded values are not recommended for survey control.
 EJ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0774.See file dsdata.txt to determine how the superseded data were derived.
 EJ0774
 EJ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU312215(NAD 83)
 EJ0774_MARKER: DB = BENCH MARK DISK
 EJ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0774_STAMPING: S-78 1935
 EJ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0774+STABILITY: SURFACE MOTION
 EJ0774
 EJ0774  HISTORY     - Date     Condition        Report By
 EJ0774  HISTORY     - 1935     MONUMENTED       CGS
 EJ0774  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0774
 EJ0774                          STATION DESCRIPTION
 EJ0774
 EJ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0774'4.9 MI W FROM BENTON.
 EJ0774'4.9 MILES WEST OF, ALONG MISSOURI PACIFIC R.R.FROM STATION.  ABOUT 300
 EJ0774'FT. WEST OF TELEPHONE POLE MARKED 373+20.  57.2 FEET NORTHWEST OF
 EJ0774'CENTERLINE OF MISSOURI PACIFIC R.R.AT PRIVATE RAILROAD CROSSING. 55.6
 EJ0774'FT. NORTH OF R.R.POWER SIGNAL STAND.  45.7 FT. NORTH OF CENTERLINE OF
 EJ0774'MISSOURI PACIFIC R.R.  25.3 FT. WEST OF WEST END OF IRON GATE. 1.4 FT.
 EJ0774'SOUTH OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE
 EJ0774'POST.
 EJ0774
 EJ0774                          STATION RECOVERY (1998)
 EJ0774
 EJ0774'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1296 ***********************************************************************
 EJ1296  DESIGNATION -  S 79
 EJ1296  PID         -  EJ1296
 EJ1296  STATE/COUNTY-  AR/GARLAND
 EJ1296  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1296
 EJ1296                         *CURRENT SURVEY CONTROL
 EJ1296  ___________________________________________________________________
 EJ1296* NAD 83(1986)-  34 29 52.     (N)    093 01 52.     (W)     SCALED    
 EJ1296* NAVD 88     -       158.058  (meters)     518.56   (feet)  ADJUSTED  
 EJ1296  ___________________________________________________________________
 EJ1296  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EJ1296  DYNAMIC HT  -         157.903 (meters)     518.05  (feet)  COMP
 EJ1296  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 EJ1296
 EJ1296  VERT ORDER  -  SECOND    CLASS 0
 EJ1296
 EJ1296.The horizontal coordinates were scaled from a topographic map and have
 EJ1296.an estimated accuracy of +/- 6 seconds.
 EJ1296
 EJ1296.The orthometric height was determined by differential leveling
 EJ1296.and adjusted by the National Geodetic Survey in June 1991..
 EJ1296
 EJ1296.The geoid height was determined by GEOID03.
 EJ1296
 EJ1296.The dynamic height is computed by dividing the NAVD 88
 EJ1296.geopotential number by the normal gravity value computed on the
 EJ1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1296.degrees latitude (g = 980.6199 gals.).
 EJ1296
 EJ1296.The modeled gravity was interpolated from observed gravity values.
 EJ1296
 EJ1296;                    North         East    Units  Estimated Accuracy
 EJ1296;SPC AR S     -   603,570.      305,310.      MT  (+/- 180 meters Scaled)
 EJ1296
 EJ1296                          SUPERSEDED SURVEY CONTROL
 EJ1296
 EJ1296  NGVD 29 (??/??/92)  158.055  (m)          518.55   (f) ADJ UNCH    2 0
 EJ1296
 EJ1296.Superseded values are not recommended for survey control.
 EJ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1296.See file dsdata.txt to determine how the superseded data were derived.
 EJ1296
 EJ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU971173(NAD 83)
 EJ1296_MARKER: DB = BENCH MARK DISK
 EJ1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1296_STAMPING: S-79 1935
 EJ1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1296+STABILITY: SURFACE MOTION
 EJ1296
 EJ1296  HISTORY     - Date     Condition        Report By
 EJ1296  HISTORY     - 1935     MONUMENTED       CGS
 EJ1296
 EJ1296                          STATION DESCRIPTION
 EJ1296
 EJ1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1296'1.9 MI E FROM HOT SPRINGS.
 EJ1296'1.9 MILES EAST OF, ALONG M.P.R.R.FROM STATION.  ABOUT 250 FT.
 EJ1296'NORTHWEST OF SMALL SHACK.  ABOUT 120 FEET WEST OF TELEPHONE POLE
 EJ1296'MARKED 397+10.  46.4 FT. NORTHWEST OF CENTERLINE OF MISSOURI PACIFIC
 EJ1296'R.R.  2 FT. SOUTHEAST OF FENCE PARALLELING RAILROAD.  TABLET SET IN
 EJ1296'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0544 ***********************************************************************
 EJ0544  DESIGNATION -  S 80
 EJ0544  PID         -  EJ0544
 EJ0544  STATE/COUNTY-  AR/JEFFERSON
 EJ0544  USGS QUAD   -  PINE BLUFF (1984)
 EJ0544
 EJ0544                         *CURRENT SURVEY CONTROL
 EJ0544  ___________________________________________________________________
 EJ0544* NAD 83(1986)-  34 14 18.     (N)    092 04 24.     (W)     SCALED    
 EJ0544* NAVD 88     -        74.874  (meters)     245.65   (feet)  ADJUSTED  
 EJ0544  ___________________________________________________________________
 EJ0544  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ0544  DYNAMIC HT  -          74.802 (meters)     245.41  (feet)  COMP
 EJ0544  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 EJ0544
 EJ0544  VERT ORDER  -  SECOND    CLASS 0
 EJ0544
 EJ0544.The horizontal coordinates were scaled from a topographic map and have
 EJ0544.an estimated accuracy of +/- 6 seconds.
 EJ0544
 EJ0544.The orthometric height was determined by differential leveling
 EJ0544.and adjusted by the National Geodetic Survey in June 1991..
 EJ0544
 EJ0544.The geoid height was determined by GEOID03.
 EJ0544
 EJ0544.The dynamic height is computed by dividing the NAVD 88
 EJ0544.geopotential number by the normal gravity value computed on the
 EJ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0544.degrees latitude (g = 980.6199 gals.).
 EJ0544
 EJ0544.The modeled gravity was interpolated from observed gravity values.
 EJ0544
 EJ0544;                    North         East    Units  Estimated Accuracy
 EJ0544;SPC AR S     -   574,320.      393,250.      MT  (+/- 180 meters Scaled)
 EJ0544
 EJ0544                          SUPERSEDED SURVEY CONTROL
 EJ0544
 EJ0544  NGVD 29 (??/??/92)   74.957  (m)          245.92   (f) ADJ UNCH    2 0
 EJ0544
 EJ0544.Superseded values are not recommended for survey control.
 EJ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0544.See file dsdata.txt to determine how the superseded data were derived.
 EJ0544
 EJ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT853889(NAD 83)
 EJ0544_MARKER: DB = BENCH MARK DISK
 EJ0544_SETTING: 0 = UNSPECIFIED SETTING
 EJ0544_STAMPING: S 80 1935
 EJ0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0544
 EJ0544  HISTORY     - Date     Condition        Report By
 EJ0544  HISTORY     - 1935     MONUMENTED       CGS
 EJ0544  HISTORY     - 1937     GOOD             ARGS
 EJ0544  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0544
 EJ0544                          STATION DESCRIPTION
 EJ0544
 EJ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0544'4.4 MI W FROM PINE BLUFF.
 EJ0544'4.4 MILES WEST OF, ALONG M.P.RY. FROM STATION.  ABOUT 120 FEET
 EJ0544'NORTHWEST OF NORTHWEST CORNER OF C.H. CHURCHS FARM HOUSE.  72.5 FEET
 EJ0544'SOUTH OF TELEPHONE POLE MARKED 409+20.  46.7 FEET SOUTH OF CENTERLINE
 EJ0544'OF M.P. R.R.  1.6 FT. NORTH OF FENCE PARALLELING RAILROAD.  TABLET
 EJ0544'STAMPED S-80, 1935.
 EJ0544
 EJ0544                          STATION RECOVERY (1937)
 EJ0544
 EJ0544'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1937
 EJ0544'RECOVERED IN GOOD CONDITION.
 EJ0544
 EJ0544                          STATION RECOVERY (1984)
 EJ0544
 EJ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0056 ***********************************************************************
 DL0056  DESIGNATION -  S 81
 DL0056  PID         -  DL0056
 DL0056  STATE/COUNTY-  AR/DALLAS
 DL0056  USGS QUAD   -  FORDYCE (1985)
 DL0056
 DL0056                         *CURRENT SURVEY CONTROL
 DL0056  ___________________________________________________________________
 DL0056* NAD 83(1986)-  33 51 40.     (N)    092 25 22.     (W)     SCALED    
 DL0056* NAVD 88     -        74.092  (meters)     243.08   (feet)  ADJUSTED  
 DL0056  ___________________________________________________________________
 DL0056  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DL0056  DYNAMIC HT  -          74.017 (meters)     242.84  (feet)  COMP
 DL0056  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 DL0056
 DL0056  VERT ORDER  -  SECOND    CLASS 0
 DL0056
 DL0056.The horizontal coordinates were scaled from a topographic map and have
 DL0056.an estimated accuracy of +/- 6 seconds.
 DL0056
 DL0056.The orthometric height was determined by differential leveling
 DL0056.and adjusted by the National Geodetic Survey in June 1991..
 DL0056
 DL0056.The geoid height was determined by GEOID03.
 DL0056
 DL0056.The dynamic height is computed by dividing the NAVD 88
 DL0056.geopotential number by the normal gravity value computed on the
 DL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0056.degrees latitude (g = 980.6199 gals.).
 DL0056
 DL0056.The modeled gravity was interpolated from observed gravity values.
 DL0056
 DL0056;                    North         East    Units  Estimated Accuracy
 DL0056;SPC AR S     -   532,560.      360,880.      MT  (+/- 180 meters Scaled)
 DL0056
 DL0056                          SUPERSEDED SURVEY CONTROL
 DL0056
 DL0056  NGVD 29 (??/??/92)   74.142  (m)          243.25   (f) ADJ UNCH    2 0
 DL0056
 DL0056.Superseded values are not recommended for survey control.
 DL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0056.See file dsdata.txt to determine how the superseded data were derived.
 DL0056
 DL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT533469(NAD 83)
 DL0056_MARKER: DB = BENCH MARK DISK
 DL0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0056_STAMPING: S-81 1935
 DL0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0056+STABILITY: SURFACE MOTION
 DL0056
 DL0056  HISTORY     - Date     Condition        Report By
 DL0056  HISTORY     - 1935     MONUMENTED       CGS
 DL0056  HISTORY     - 1964     GOOD             NGS
 DL0056
 DL0056                          STATION DESCRIPTION
 DL0056
 DL0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0056'3.4 MI N FROM FORDYCE.
 DL0056'3.4 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 225
 DL0056'FEET NORTH OF RAILROAD OVERPASS BRIDGE.  49.5 FEET SOUTH OF TELEPHONE
 DL0056'POLE 47-7.  48.8 FEET WEST OF CENTERLINE OF C.R.I. AND P. RY.  30.8
 DL0056'FEET EAST OF 20-INCH PINE TREE FORMING A Y AT TOP.  1.4 FEET EAST OF
 DL0056'FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 DL0056'NOTE-- MARK IS 14.5 FT NE OF A 14 INCH WHITE OAK TREE.
 DL0056
 DL0056                          STATION RECOVERY (1964)
 DL0056
 DL0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1343 ***********************************************************************
 EH1343  DESIGNATION -  S 82
 EH1343  PID         -  EH1343
 EH1343  STATE/COUNTY-  AR/ARKANSAS
 EH1343  USGS QUAD   -  DE WITT (1968)
 EH1343
 EH1343                         *CURRENT SURVEY CONTROL
 EH1343  ___________________________________________________________________
 EH1343* NAD 83(1986)-  34 18 09.     (N)    091 19 23.     (W)     SCALED    
 EH1343* NAVD 88     -        50.687  (meters)     166.30   (feet)  ADJUSTED  
 EH1343  ___________________________________________________________________
 EH1343  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH1343  DYNAMIC HT  -          50.637 (meters)     166.13  (feet)  COMP
 EH1343  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 EH1343
 EH1343  VERT ORDER  -  FIRST     CLASS II
 EH1343
 EH1343.The horizontal coordinates were scaled from a topographic map and have
 EH1343.an estimated accuracy of +/- 6 seconds.
 EH1343
 EH1343.The orthometric height was determined by differential leveling
 EH1343.and adjusted by the National Geodetic Survey in August 1993..
 EH1343
 EH1343.The geoid height was determined by GEOID03.
 EH1343
 EH1343.The dynamic height is computed by dividing the NAVD 88
 EH1343.geopotential number by the normal gravity value computed on the
 EH1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1343.degrees latitude (g = 980.6199 gals.).
 EH1343
 EH1343.The modeled gravity was interpolated from observed gravity values.
 EH1343
 EH1343;                    North         East    Units  Estimated Accuracy
 EH1343;SPC AR S     -   581,640.      462,310.      MT  (+/- 180 meters Scaled)
 EH1343
 EH1343                          SUPERSEDED SURVEY CONTROL
 EH1343
 EH1343  NAVD 88 (06/15/91)   50.646  (m)          166.16   (f) UNKNOWN     1 2
 EH1343  NGVD 29 (??/??/??)   50.768  (m)          166.56   (f) ADJUSTED    1 2
 EH1343
 EH1343.Superseded values are not recommended for survey control.
 EH1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1343.See file dsdata.txt to determine how the superseded data were derived.
 EH1343
 EH1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT543969(NAD 83)
 EH1343_MARKER: DB = BENCH MARK DISK
 EH1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1343_STAMPING: S 82 1935
 EH1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1343+STABILITY: SURFACE MOTION
 EH1343
 EH1343  HISTORY     - Date     Condition        Report By
 EH1343  HISTORY     - 1935     MONUMENTED       CGS
 EH1343  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1343  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1343
 EH1343                          STATION DESCRIPTION
 EH1343
 EH1343'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH1343'1.0 MI NE FROM DEWITT.
 EH1343'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE COUNTY COURTHOUSE AT
 EH1343'DEWITT, ARKANSAS COUNTY, 0.5 MILE SOUTHWEST OF A STEEL BRIDGE OPPOSITE
 EH1343'A CURVE, 1.9 MILES SOUTHWEST OF THE ROAD JUNCTION AT THE LAGRUE
 EH1343'SCHOOL, OPPOSITE A CURVE, 11 YARDS NORTHEAST OF A BRIDGE, 45 FEET
 EH1343'NORTHWEST OF AN UNPAINTED FRAME BARN, 34.4 FEET SOUTHEAST OF THE
 EH1343'CENTERLINE OF THE HIGHWAY, 33 FEET NORTHEAST OF THE CENTERLINE OF A
 EH1343'DIRT GATE, AND 1 FOOT NORTHWEST OF THE FENCE LINE.  A STANDARD DISK,
 EH1343'STAMPED S 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EH1343
 EH1343                          STATION RECOVERY (1976)
 EH1343
 EH1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0066 ***********************************************************************
 DL0066  DESIGNATION -  S 83
 DL0066  PID         -  DL0066
 DL0066  STATE/COUNTY-  AR/BRADLEY
 DL0066  USGS QUAD   -  WARREN (1985)
 DL0066
 DL0066                         *CURRENT SURVEY CONTROL
 DL0066  ___________________________________________________________________
 DL0066* NAD 83(1986)-  33 36 54.     (N)    092 03 40.     (W)     SCALED    
 DL0066* NAVD 88     -        64.894  (meters)     212.91   (feet)  ADJUSTED  
 DL0066  ___________________________________________________________________
 DL0066  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL0066  DYNAMIC HT  -          64.828 (meters)     212.69  (feet)  COMP
 DL0066  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 DL0066
 DL0066  VERT ORDER  -  SECOND    CLASS 0
 DL0066
 DL0066.The horizontal coordinates were scaled from a topographic map and have
 DL0066.an estimated accuracy of +/- 6 seconds.
 DL0066
 DL0066.The orthometric height was determined by differential leveling
 DL0066.and adjusted by the National Geodetic Survey in June 1991..
 DL0066
 DL0066.The geoid height was determined by GEOID03.
 DL0066
 DL0066.The dynamic height is computed by dividing the NAVD 88
 DL0066.geopotential number by the normal gravity value computed on the
 DL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0066.degrees latitude (g = 980.6199 gals.).
 DL0066
 DL0066.The modeled gravity was interpolated from observed gravity values.
 DL0066
 DL0066;                    North         East    Units  Estimated Accuracy
 DL0066;SPC AR S     -   505,180.      394,330.      MT  (+/- 180 meters Scaled)
 DL0066
 DL0066                          SUPERSEDED SURVEY CONTROL
 DL0066
 DL0066  NGVD 29 (??/??/92)   64.98   (m)          213.2    (f) COMPUTED    2 0
 DL0066
 DL0066.Superseded values are not recommended for survey control.
 DL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0066.See file dsdata.txt to determine how the superseded data were derived.
 DL0066
 DL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT870198(NAD 83)
 DL0066_MARKER: DB = BENCH MARK DISK
 DL0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0066_SP_SET: PLATFORM
 DL0066_STAMPING: S 83 1935
 DL0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0066
 DL0066  HISTORY     - Date     Condition        Report By
 DL0066  HISTORY     - 1935     MONUMENTED       CGS
 DL0066  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 DL0066
 DL0066                          STATION DESCRIPTION
 DL0066
 DL0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0066'IN WARREN.
 DL0066'AT WARREN, BRADLEY COUNTY, IN THE NORTH BRICK WALL OF THE MISSOURI
 DL0066'PACIFIC RAILROAD STATION, 24.2 FEET SOUTH OF THE CENTERLINE OF THE
 DL0066'MAIN TRACK, AND 4.6 FEET ABOVE THE BRICK PLATFORM.  A STANDARD DISK,
 DL0066'STAMPED S 83 1935 AND SET VERTICALLY.
 DL0066
 DL0066                          STATION RECOVERY (2006)
 DL0066
 DL0066'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DL0066'BUILDING DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0184 ***********************************************************************
 FF0184  DESIGNATION -  S 86
 FF0184  PID         -  FF0184
 FF0184  STATE/COUNTY-  AR/CRITTENDEN
 FF0184  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0184
 FF0184                         *CURRENT SURVEY CONTROL
 FF0184  ___________________________________________________________________
 FF0184* NAD 83(1986)-  35 10 42.     (N)    090 11 14.     (W)     SCALED    
 FF0184* NAVD 88     -        67.645  (meters)     221.93   (feet)  POSTED    
 FF0184  ___________________________________________________________________
 FF0184  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0184  DYNAMIC HT  -          67.580 (meters)     221.72  (feet)  COMP
 FF0184  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 FF0184
 FF0184  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0184
 FF0184.The horizontal coordinates were scaled from a topographic map and have
 FF0184.an estimated accuracy of +/- 6 seconds.
 FF0184
 FF0184.The orthometric height was determined by differential leveling
 FF0184.and adjusted by the National Geodetic Survey in 1992..
 FF0184.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0184.rate of 1.1 thru 2.0 mm/km.
 FF0184
 FF0184.The geoid height was determined by GEOID03.
 FF0184
 FF0184.The dynamic height is computed by dividing the NAVD 88
 FF0184.geopotential number by the normal gravity value computed on the
 FF0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0184.degrees latitude (g = 980.6199 gals.).
 FF0184
 FF0184.The modeled gravity was interpolated from observed gravity values.
 FF0184
 FF0184;                    North         East    Units  Estimated Accuracy
 FF0184;SPC AR N     -    95,270.      565,110.      MT  (+/- 180 meters Scaled)
 FF0184
 FF0184                          SUPERSEDED SURVEY CONTROL
 FF0184
 FF0184  NGVD 29 (??/??/??)   67.655  (m)          221.96   (f) ADJUSTED    2 0
 FF0184
 FF0184.Superseded values are not recommended for survey control.
 FF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0184.See file dsdata.txt to determine how the superseded data were derived.
 FF0184
 FF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU561964(NAD 83)
 FF0184_MARKER: DB = BENCH MARK DISK
 FF0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0184_STAMPING: S 86 1935
 FF0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0184+STABILITY: SURFACE MOTION
 FF0184
 FF0184  HISTORY     - Date     Condition        Report By
 FF0184  HISTORY     - 1935     MONUMENTED       CGS
 FF0184  HISTORY     - 20030130 MARK NOT FOUND   USACE
 FF0184
 FF0184                          STATION DESCRIPTION
 FF0184
 FF0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0184'5.2 MI W FROM BRIARK.
 FF0184'5.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0184'STATION AT BRIARK, CRITTENDEN COUNTY, AT PRESLEY JUNCTION, AT THE
 FF0184'CROSSINT OF THE ST. LOUIS-SAN FRANCISCO RAILWAY, 115 FEET
 FF0184'SOUTHEAST OF MISSOURI PACIFIC RAILROAD CONCRETE MILEPOST 370, 38
 FF0184'FEET WEST OF THE SOUTHWEST CORNER OF MISSOURI PACIFIC RAILROAD
 FF0184'SEMAPHORE 3700, 10 FEET SOUTHEAST OF THE STATION SIGNBOARD,
 FF0184'21.6 FEET SOUTH OF THE CENTERLINE OF THE MISSOURI PACIFIC
 FF0184'RAILROAD TRACK, AND 2.5 FEET LOWER THAN THE TOP OF THE RAIL.
 FF0184'A STANDARD DISK, STAMPED S 86 1935 AND SET IN THE TOP OF A
 FF0184'CONCRETE POST.
 FF0184
 FF0184                          STATION RECOVERY (2003)
 FF0184
 FF0184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0238 ***********************************************************************
 EK0238  DESIGNATION -  S 87
 EK0238  PID         -  EK0238
 EK0238  STATE/COUNTY-  AR/SEVIER
 EK0238  USGS QUAD   -  GILLHAM (1964)
 EK0238
 EK0238                         *CURRENT SURVEY CONTROL
 EK0238  ___________________________________________________________________
 EK0238* NAD 83(1986)-  34 09 18.     (N)    094 15 28.     (W)     SCALED    
 EK0238* NAVD 88     -       152.606  (meters)     500.67   (feet)  ADJUSTED  
 EK0238  ___________________________________________________________________
 EK0238  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 EK0238  DYNAMIC HT  -         152.451 (meters)     500.17  (feet)  COMP
 EK0238  MODELED GRAV-     979,619.7   (mgal)                       NAVD 88
 EK0238
 EK0238  VERT ORDER  -  SECOND    CLASS 0
 EK0238
 EK0238.The horizontal coordinates were scaled from a topographic map and have
 EK0238.an estimated accuracy of +/- 6 seconds.
 EK0238
 EK0238.The orthometric height was determined by differential leveling
 EK0238.and adjusted by the National Geodetic Survey in June 1991..
 EK0238
 EK0238.The geoid height was determined by GEOID03.
 EK0238
 EK0238.The dynamic height is computed by dividing the NAVD 88
 EK0238.geopotential number by the normal gravity value computed on the
 EK0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0238.degrees latitude (g = 980.6199 gals.).
 EK0238
 EK0238.The modeled gravity was interpolated from observed gravity values.
 EK0238
 EK0238;                    North         East    Units  Estimated Accuracy
 EK0238;SPC AR S     -   567,370.      191,830.      MT  (+/- 180 meters Scaled)
 EK0238
 EK0238                          SUPERSEDED SURVEY CONTROL
 EK0238
 EK0238  NGVD 29 (??/??/92)  152.583  (m)          500.60   (f) ADJ UNCH    2 0
 EK0238
 EK0238.Superseded values are not recommended for survey control.
 EK0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0238.See file dsdata.txt to determine how the superseded data were derived.
 EK0238
 EK0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT840800(NAD 83)
 EK0238_MARKER: DB = BENCH MARK DISK
 EK0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0238_STAMPING: S-87 1935
 EK0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0238+STABILITY: SURFACE MOTION
 EK0238
 EK0238  HISTORY     - Date     Condition        Report By
 EK0238  HISTORY     - 1935     MONUMENTED       CGS
 EK0238  HISTORY     - 1962     GOOD             NGS
 EK0238  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0238
 EK0238                          STATION DESCRIPTION
 EK0238
 EK0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0238'3.8 MI SE FROM GILLHAM.
 EK0238'3.8 MILES SOUTHEAST OF, ALONG GILLHAM ROAD, FROM KANSAS CITY SO.
 EK0238'RY. STATION, ABOUT 1.6 MILE NORTHWEST OF BRIDGE OVER COSSATOT
 EK0238'RIVER, AT TOP OF A KNOLL, AT JUNCTION OF A FARM ROAD NORTHEAST
 EK0238'OVER HILL, 33 FEET NORTHWEST OF JUNCTION OF FARM ROAD, 24 FEET
 EK0238'WEST OF THOS. GOODWINS MAIL BOX, 18.6 FEET WEST OF ROAD CENTERLINE,
 EK0238'7.5 FEET WEST OF FENCE CORNER AT WEST SIDE OF ROAD.  TABLET SET IN
 EK0238'PRECAST CONCRETE POST.
 EK0238
 EK0238                          STATION RECOVERY (1962)
 EK0238
 EK0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0238'RECOVERED IN GOOD CONDITION.
 EK0238
 EK0238                          STATION RECOVERY (1985)
 EK0238
 EK0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0238'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0280 ***********************************************************************
 EK0280  DESIGNATION -  S 88
 EK0280  PID         -  EK0280
 EK0280  STATE/COUNTY-  AR/HOWARD
 EK0280  USGS QUAD   -  GILLHAM DAM (1964)
 EK0280
 EK0280                         *CURRENT SURVEY CONTROL
 EK0280  ___________________________________________________________________
 EK0280* NAD 83(1986)-  34 14 29.     (N)    094 08 16.     (W)     SCALED    
 EK0280* NAVD 88     -       240.334  (meters)     788.50   (feet)  ADJUSTED  
 EK0280  ___________________________________________________________________
 EK0280  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EK0280  DYNAMIC HT  -         240.086 (meters)     787.68  (feet)  COMP
 EK0280  MODELED GRAV-     979,597.5   (mgal)                       NAVD 88
 EK0280
 EK0280  VERT ORDER  -  SECOND    CLASS 0
 EK0280
 EK0280.The horizontal coordinates were scaled from a topographic map and have
 EK0280.an estimated accuracy of +/- 6 seconds.
 EK0280
 EK0280.The orthometric height was determined by differential leveling
 EK0280.and adjusted by the National Geodetic Survey in June 1991..
 EK0280
 EK0280.The geoid height was determined by GEOID03.
 EK0280
 EK0280.The dynamic height is computed by dividing the NAVD 88
 EK0280.geopotential number by the normal gravity value computed on the
 EK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0280.degrees latitude (g = 980.6199 gals.).
 EK0280
 EK0280.The modeled gravity was interpolated from observed gravity values.
 EK0280
 EK0280;                    North         East    Units  Estimated Accuracy
 EK0280;SPC AR S     -   576,710.      203,090.      MT  (+/- 180 meters Scaled)
 EK0280
 EK0280                          SUPERSEDED SURVEY CONTROL
 EK0280
 EK0280  NGVD 29 (??/??/92)  240.292  (m)          788.36   (f) ADJ UNCH    2 0
 EK0280
 EK0280.Superseded values are not recommended for survey control.
 EK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0280.See file dsdata.txt to determine how the superseded data were derived.
 EK0280
 EK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT952895(NAD 83)
 EK0280_MARKER: DB = BENCH MARK DISK
 EK0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0280_STAMPING: S 88 1935
 EK0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0280+STABILITY: SURFACE MOTION
 EK0280
 EK0280  HISTORY     - Date     Condition        Report By
 EK0280  HISTORY     - 1935     MONUMENTED       CGS
 EK0280  HISTORY     - 1962     GOOD             NGS
 EK0280
 EK0280                          STATION DESCRIPTION
 EK0280
 EK0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0280'0.7 MI SW FROM S 88.
 EK0280'ABOUT 0.5 MILE SOUTHWEST OF THE JUNCTION OF THE GALENA-GILLHAM
 EK0280'ROAD WITH THE BURG ROAD, 0.3 MILE SOUTHWEST OF A FARMHOUSE, JUST
 EK0280'SOUTHWEST OF A CREEK CROSSING, ABOUT 20 FEET WEST OF THE CENTERLINE
 EK0280'OF THE ROAD AND 3/4 FOOT NORTH OF A 2 X 4-INCH POST WITH THE
 EK0280'LETTERS B.M. PAINTED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1434 ***********************************************************************
 FF1434  DESIGNATION -  S 9
 FF1434  PID         -  FF1434
 FF1434  STATE/COUNTY-  AR/WHITE
 FF1434  USGS QUAD   -  KENSETT (1994)
 FF1434
 FF1434                         *CURRENT SURVEY CONTROL
 FF1434  ___________________________________________________________________
 FF1434* NAD 83(1986)-  35 11 54.     (N)    091 42 43.     (W)     SCALED    
 FF1434* NAVD 88     -        67.458  (meters)     221.32   (feet)  ADJUSTED  
 FF1434  ___________________________________________________________________
 FF1434  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1434  DYNAMIC HT  -          67.397 (meters)     221.12  (feet)  COMP
 FF1434  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 FF1434
 FF1434  VERT ORDER  -  FIRST     CLASS II
 FF1434
 FF1434.The horizontal coordinates were scaled from a topographic map and have
 FF1434.an estimated accuracy of +/- 6 seconds.
 FF1434
 FF1434.The orthometric height was determined by differential leveling
 FF1434.and adjusted by the National Geodetic Survey in June 1991..
 FF1434
 FF1434.The geoid height was determined by GEOID03.
 FF1434
 FF1434.The dynamic height is computed by dividing the NAVD 88
 FF1434.geopotential number by the normal gravity value computed on the
 FF1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1434.degrees latitude (g = 980.6199 gals.).
 FF1434
 FF1434.The modeled gravity was interpolated from observed gravity values.
 FF1434
 FF1434;                    North         East    Units  Estimated Accuracy
 FF1434;SPC AR N     -    96,000.      426,230.      MT  (+/- 180 meters Scaled)
 FF1434
 FF1434                          SUPERSEDED SURVEY CONTROL
 FF1434
 FF1434  NGVD 29 (??/??/??)   67.421  (m)          221.20   (f) ADJUSTED    1 2
 FF1434
 FF1434.Superseded values are not recommended for survey control.
 FF1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1434.See file dsdata.txt to determine how the superseded data were derived.
 FF1434
 FF1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU172957(NAD 83)
 FF1434_MARKER: DB = BENCH MARK DISK
 FF1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1434_STAMPING: S 9 1931 221.197
 FF1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1434+STABILITY: SURFACE MOTION
 FF1434
 FF1434  HISTORY     - Date     Condition        Report By
 FF1434  HISTORY     - 1931     MONUMENTED       CGS
 FF1434  HISTORY     - 1955     GOOD             CGS
 FF1434  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1434
 FF1434                          STATION DESCRIPTION
 FF1434
 FF1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1434'AT HIGGINSON.
 FF1434'AT HIGGINSON, 7 RAILS NORTHEAST OF THE MISSOURI PACIFIC RAILROAD
 FF1434'STATION, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND THE
 FF1434'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 105 FEET NORTHEAST OF
 FF1434'THE NORTHEAST RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1434'RAILROAD, 25 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 FF1434'TRACK OF THE MISSOURI PACIFIC RAILROAD, 37 FEET SOUTHEAST OF THE
 FF1434'CENTER LINE OF U.S. HIGHWAY 67 E, 13 FEET SOUTH OF A TELEPHONE
 FF1434'POLE, 1 FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 FF1434'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FF1434
 FF1434                          STATION RECOVERY (2003)
 FF1434
 FF1434'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0873 ***********************************************************************
 DK0873  DESIGNATION -  S 90
 DK0873  PID         -  DK0873
 DK0873  STATE/COUNTY-  AR/DESHA
 DK0873  USGS QUAD   -  DUMAS (1969)
 DK0873
 DK0873                         *CURRENT SURVEY CONTROL
 DK0873  ___________________________________________________________________
 DK0873* NAD 83(1986)-  33 52 52.     (N)    091 26 43.     (W)     SCALED    
 DK0873* NAVD 88     -        49.014  (meters)     160.81   (feet)  POSTED    
 DK0873  ___________________________________________________________________
 DK0873  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DK0873  DYNAMIC HT  -          48.970 (meters)     160.66  (feet)  COMP
 DK0873  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 DK0873
 DK0873  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 DK0873
 DK0873.The horizontal coordinates were scaled from a topographic map and have
 DK0873.an estimated accuracy of +/- 6 seconds.
 DK0873
 DK0873.The orthometric height was determined by differential leveling
 DK0873.and adjusted by the National Geodetic Survey in 1992..
 DK0873.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 DK0873.rate of 3.1 thru 4.0 mm/km.
 DK0873
 DK0873.The geoid height was determined by GEOID03.
 DK0873
 DK0873.The dynamic height is computed by dividing the NAVD 88
 DK0873.geopotential number by the normal gravity value computed on the
 DK0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0873.degrees latitude (g = 980.6199 gals.).
 DK0873
 DK0873.The modeled gravity was interpolated from observed gravity values.
 DK0873
 DK0873;                    North         East    Units  Estimated Accuracy
 DK0873;SPC AR S     -   534,840.      451,320.      MT  (+/- 180 meters Scaled)
 DK0873
 DK0873                          SUPERSEDED SURVEY CONTROL
 DK0873
 DK0873  NGVD 29 (??/??/??)   49.128  (m)          161.18   (f) ADJUSTED    2 0
 DK0873
 DK0873.Superseded values are not recommended for survey control.
 DK0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0873.See file dsdata.txt to determine how the superseded data were derived.
 DK0873
 DK0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT437500(NAD 83)
 DK0873_MARKER: DB = BENCH MARK DISK
 DK0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0873_STAMPING: S 90 1935
 DK0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0873+STABILITY: SURFACE MOTION
 DK0873
 DK0873  HISTORY     - Date     Condition        Report By
 DK0873  HISTORY     - 1935     MONUMENTED       CGS
 DK0873  HISTORY     - 1940     GOOD             CGS
 DK0873  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0873  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK0873
 DK0873                          STATION DESCRIPTION
 DK0873
 DK0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DK0873'3.0 MI E FROM DUMAS.
 DK0873'TO REACH FROM THE MISSOURI PACIFIC RR STATION AT DUMAS PROCEED
 DK0873'EASTWARD ALONG STATE HIGHWAY NO. 54, GO 3.0 MI.  BENCH MARK IS 60 FEET
 DK0873'SOUTH OF A FARM LANE WHICH RUNS ALONG THE TREE LINE, AT A LONG CURVE
 DK0873'IN THE HIGHWAY, ABOUT 36 YARDS EAST OF A TWIN GUM TREE, ABOUT 36 FEET
 DK0873'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK BM IN TOP OF
 DK0873'10 IN. SQUARE CONCRETE MONUMENT PROJECTING 12 INCHES.  THIS
 DK0873'DESCRIPTION REPLACES THE OLD ONE.  THE FENCE REFERRED TO IN THE OLD
 DK0873'DESCRIPTION IS GONE.
 DK0873
 DK0873                          STATION RECOVERY (1955)
 DK0873
 DK0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0873'MARK NOT FOUND.
 DK0873
 DK0873                          STATION RECOVERY (1984)
 DK0873
 DK0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0873'NOT RECOVERED THIS DATE.  NOTE, NOT RECOVERED IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0076 ***********************************************************************
 DL0076  DESIGNATION -  S 91
 DL0076  PID         -  DL0076
 DL0076  STATE/COUNTY-  AR/BRADLEY
 DL0076  USGS QUAD   -  BANKS (1985)
 DL0076
 DL0076                         *CURRENT SURVEY CONTROL
 DL0076  ___________________________________________________________________
 DL0076* NAD 83(1986)-  33 36 03.     (N)    092 18 58.     (W)     SCALED    
 DL0076* NAVD 88     -        46.179  (meters)     151.51   (feet)  ADJUSTED  
 DL0076  ___________________________________________________________________
 DL0076  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DL0076  DYNAMIC HT  -          46.131 (meters)     151.35  (feet)  COMP
 DL0076  MODELED GRAV-     979,605.4   (mgal)                       NAVD 88
 DL0076
 DL0076  VERT ORDER  -  SECOND    CLASS 0
 DL0076
 DL0076.The horizontal coordinates were scaled from a topographic map and have
 DL0076.an estimated accuracy of +/- 6 seconds.
 DL0076
 DL0076.The orthometric height was determined by differential leveling
 DL0076.and adjusted by the National Geodetic Survey in June 1991..
 DL0076
 DL0076.The geoid height was determined by GEOID03.
 DL0076
 DL0076.The dynamic height is computed by dividing the NAVD 88
 DL0076.geopotential number by the normal gravity value computed on the
 DL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0076.degrees latitude (g = 980.6199 gals.).
 DL0076
 DL0076.The modeled gravity was interpolated from observed gravity values.
 DL0076
 DL0076;                    North         East    Units  Estimated Accuracy
 DL0076;SPC AR S     -   503,660.      370,660.      MT  (+/- 180 meters Scaled)
 DL0076
 DL0076                          SUPERSEDED SURVEY CONTROL
 DL0076
 DL0076  NGVD 29 (??/??/92)   46.248  (m)          151.73   (f) ADJ UNCH    2 0
 DL0076
 DL0076.Superseded values are not recommended for survey control.
 DL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0076.See file dsdata.txt to determine how the superseded data were derived.
 DL0076
 DL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT634181(NAD 83)
 DL0076_MARKER: DB = BENCH MARK DISK
 DL0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0076_STAMPING: S 91 1935
 DL0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0076+STABILITY: SURFACE MOTION
 DL0076
 DL0076  HISTORY     - Date     Condition        Report By
 DL0076  HISTORY     - 1935     MONUMENTED       CGS
 DL0076  HISTORY     - 1964     GOOD             NGS
 DL0076
 DL0076                          STATION DESCRIPTION
 DL0076
 DL0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0076'3.0 MI SE FROM TINSMAN.
 DL0076'IN BRADLEY COUNTY, 3.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND
 DL0076'AND PACIFIC RAILROAD FROM THE STATION AT TINSMAN, CALHOUN COUNTY, 0.2
 DL0076'MILE EAST OF A TRESTLE, 69.3 FEET NORTH OF POLE 2+12, AT THE
 DL0076'INTERSECTION OF A PRIVATE ROAD, 46.6 FEET NORTHEAST OF THE CENTERLINE
 DL0076'OF THE TRACK, AND 1.5 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED
 DL0076'S 91 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DL0076
 DL0076                          STATION RECOVERY (1964)
 DL0076
 DL0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1383 ***********************************************************************
 FG1383  DESIGNATION -  S 92
 FG1383  PID         -  FG1383
 FG1383  STATE/COUNTY-  AR/FRANKLIN
 FG1383  USGS QUAD   -  WATALULA (1973)
 FG1383
 FG1383                         *CURRENT SURVEY CONTROL
 FG1383  ___________________________________________________________________
 FG1383* NAD 83(1986)-  35 32 15.     (N)    093 51 35.     (W)     SCALED    
 FG1383* NAVD 88     -       150.218  (meters)     492.84   (feet)  ADJUSTED  
 FG1383  ___________________________________________________________________
 FG1383  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FG1383  DYNAMIC HT  -         150.081 (meters)     492.39  (feet)  COMP
 FG1383  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 FG1383
 FG1383  VERT ORDER  -  SECOND    CLASS 0
 FG1383
 FG1383.The horizontal coordinates were scaled from a topographic map and have
 FG1383.an estimated accuracy of +/- 6 seconds.
 FG1383
 FG1383.The orthometric height was determined by differential leveling
 FG1383.and adjusted by the National Geodetic Survey in June 1991..
 FG1383
 FG1383.The geoid height was determined by GEOID03.
 FG1383
 FG1383.The dynamic height is computed by dividing the NAVD 88
 FG1383.geopotential number by the normal gravity value computed on the
 FG1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1383.degrees latitude (g = 980.6199 gals.).
 FG1383
 FG1383.The modeled gravity was interpolated from observed gravity values.
 FG1383
 FG1383;                    North         East    Units  Estimated Accuracy
 FG1383;SPC AR N     -   135,180.      231,370.      MT  (+/- 180 meters Scaled)
 FG1383
 FG1383                          SUPERSEDED SURVEY CONTROL
 FG1383
 FG1383  NGVD 29 (??/??/92)  150.160  (m)          492.65   (f) ADJ UNCH    2 0
 FG1383
 FG1383.Superseded values are not recommended for survey control.
 FG1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1383.See file dsdata.txt to determine how the superseded data were derived.
 FG1383
 FG1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV220329(NAD 83)
 FG1383_MARKER: DB = BENCH MARK DISK
 FG1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1383_STAMPING: S 92 1935
 FG1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1383+STABILITY: SURFACE MOTION
 FG1383
 FG1383  HISTORY     - Date     Condition        Report By
 FG1383  HISTORY     - 1935     MONUMENTED       CGS
 FG1383  HISTORY     - 1959     GOOD             NGS
 FG1383  HISTORY     - 1987     GOOD             USPSQD
 FG1383
 FG1383                          STATION DESCRIPTION
 FG1383
 FG1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1383'5.4 MI NW FROM OZARK.
 FG1383'1.1 MILES WEST ALONG U. S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FG1383'RAILROAD STATION AT OZARK, FRANKLIN COUNTY, 4.3 MILES NORTH ALONG
 FG1383'STATE HIGHWAY 23, 0.1 MILE SOUTH OF THE JODE WHITE FARMHOUSE ON THE
 FG1383'YEAGER FARM, 41 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 FG1383'WEST OF THE NORTHEAST CORNER OF A STONE CORNER POST, AND 1 FOOT SOUTH
 FG1383'OF A FENCE.  A STANDARD DISK, STAMPED S 92 1935 AND SET IN THE TOP OF
 FG1383'A CONCRETE POST.
 FG1383
 FG1383                          STATION RECOVERY (1987)
 FG1383
 FG1383'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0097 ***********************************************************************
 FH0097  DESIGNATION -  S 93
 FH0097  PID         -  FH0097
 FH0097  STATE/COUNTY-  AR/CRAWFORD
 FH0097  USGS QUAD   -  MOUNTAINBURG SE (1983)
 FH0097
 FH0097                         *CURRENT SURVEY CONTROL
 FH0097  ___________________________________________________________________
 FH0097* NAD 83(1986)-  35 31 17.     (N)    094 03 01.     (W)     SCALED    
 FH0097* NAVD 88     -       140.242  (meters)     460.11   (feet)  ADJUSTED  
 FH0097  ___________________________________________________________________
 FH0097  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FH0097  DYNAMIC HT  -         140.115 (meters)     459.69  (feet)  COMP
 FH0097  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 FH0097
 FH0097  VERT ORDER  -  SECOND    CLASS 0
 FH0097
 FH0097.The horizontal coordinates were scaled from a topographic map and have
 FH0097.an estimated accuracy of +/- 6 seconds.
 FH0097
 FH0097.The orthometric height was determined by differential leveling
 FH0097.and adjusted by the National Geodetic Survey in June 1991..
 FH0097
 FH0097.The geoid height was determined by GEOID03.
 FH0097
 FH0097.The dynamic height is computed by dividing the NAVD 88
 FH0097.geopotential number by the normal gravity value computed on the
 FH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0097.degrees latitude (g = 980.6199 gals.).
 FH0097
 FH0097.The modeled gravity was interpolated from observed gravity values.
 FH0097
 FH0097;                    North         East    Units  Estimated Accuracy
 FH0097;SPC AR N     -   133,740.      214,050.      MT  (+/- 180 meters Scaled)
 FH0097
 FH0097                          SUPERSEDED SURVEY CONTROL
 FH0097
 FH0097  NGVD 29 (??/??/92)  140.172  (m)          459.88   (f) ADJ UNCH    2 0
 FH0097
 FH0097.Superseded values are not recommended for survey control.
 FH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0097.See file dsdata.txt to determine how the superseded data were derived.
 FH0097
 FH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV047313(NAD 83)
 FH0097_MARKER: DB = BENCH MARK DISK
 FH0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0097_STAMPING: S 93 1935
 FH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0097+STABILITY: SURFACE MOTION
 FH0097
 FH0097  HISTORY     - Date     Condition        Report By
 FH0097  HISTORY     - 1935     MONUMENTED       CGS
 FH0097  HISTORY     - 1959     GOOD             NGS
 FH0097
 FH0097                          STATION DESCRIPTION
 FH0097
 FH0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0097'1.9 MI N FROM MULBERRY.
 FH0097'1.9 MILES NORTH ALONG THE MULBERRY-CRAVENS ROAD FROM THE MISSOURI
 FH0097'PACIFIC RAILROAD STATION AT MULBERRY, CRAWFORD COUNTY, AT
 FH0097'PLEASANT HILL SCHOOL, 175 FEET SOUTH OF THE SOUTH SIDE OF THE
 FH0097'SCHOOLHOUSE, 41 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 6
 FH0097'FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED S 93 1935 AND
 FH0097'SET IN THE TOP OF A CONCRETE POST.  THE MARK IS ABOUT 250 FEET
 FH0097'EAST OF STATE HIGHWAY 215, ABOUT 90 FEET SOUTHEAST OF THE
 FH0097'SOUTHEAST CORNER OF MR. MART MEDLOCKS HOUSE AND ABOUT 2 1/2
 FH0097'FEET NORTH OF A PROPERTY LINE FENCE.  MR. MEDLOCKS HOUSE IS
 FH0097'ABOUT 0.15 MILE SOUTH OF A T-INTERSECTION WHERE STATE HIGHWAY
 FH0097'215 TURNS RIGHT AT THE NORTH EDGE OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1501 ***********************************************************************
 FG1501  DESIGNATION -  S 94
 FG1501  PID         -  FG1501
 FG1501  STATE/COUNTY-  AR/FRANKLIN
 FG1501  USGS QUAD   -  BIDVILLE (1973)
 FG1501
 FG1501                         *CURRENT SURVEY CONTROL
 FG1501  ___________________________________________________________________
 FG1501* NAD 83(1986)-  35 37 48.     (N)    093 57 54.     (W)     SCALED    
 FG1501* NAVD 88     -       188.055  (meters)     616.98   (feet)  ADJUSTED  
 FG1501  ___________________________________________________________________
 FG1501  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FG1501  DYNAMIC HT  -         187.879 (meters)     616.40  (feet)  COMP
 FG1501  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FG1501
 FG1501  VERT ORDER  -  SECOND    CLASS 0
 FG1501
 FG1501.The horizontal coordinates were scaled from a topographic map and have
 FG1501.an estimated accuracy of +/- 6 seconds.
 FG1501
 FG1501.The orthometric height was determined by differential leveling
 FG1501.and adjusted by the National Geodetic Survey in June 1991..
 FG1501
 FG1501.The geoid height was determined by GEOID03.
 FG1501
 FG1501.The dynamic height is computed by dividing the NAVD 88
 FG1501.geopotential number by the normal gravity value computed on the
 FG1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1501.degrees latitude (g = 980.6199 gals.).
 FG1501
 FG1501.The modeled gravity was interpolated from observed gravity values.
 FG1501
 FG1501;                    North         East    Units  Estimated Accuracy
 FG1501;SPC AR N     -   145,630.      222,030.      MT  (+/- 180 meters Scaled)
 FG1501
 FG1501                          SUPERSEDED SURVEY CONTROL
 FG1501
 FG1501  NGVD 29 (??/??/92)  187.964  (m)          616.68   (f) ADJ UNCH    2 0
 FG1501
 FG1501.Superseded values are not recommended for survey control.
 FG1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1501.See file dsdata.txt to determine how the superseded data were derived.
 FG1501
 FG1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV126433(NAD 83)
 FG1501_MARKER: DB = BENCH MARK DISK
 FG1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1501_STAMPING: S 94 1935
 FG1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1501+STABILITY: SURFACE MOTION
 FG1501
 FG1501  HISTORY     - Date     Condition        Report By
 FG1501  HISTORY     - 1935     MONUMENTED       CGS
 FG1501  HISTORY     - 1960     GOOD             NGS
 FG1501  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1501
 FG1501                          STATION DESCRIPTION
 FG1501
 FG1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1501'3.6 MI SE FROM FERN.
 FG1501'THIS MARK RECOVERED ABOUT 1/4 MILE DOWN STREAM FROM THE SHORES LAKE
 FG1501'DAM, ABOUT 125 FEET NORTHWEST OF THE NORTHWEST END OF A LOW WATER
 FG1501'CONCRETE BRIDGE OVER HURRICANE CREEK, 36 FEET NORTH OF THE CENTERLINE
 FG1501'OF THE MAIN ROAD AND 6 FEET SOUTHEAST OF A 12-INCH PINE TREE WITH
 FG1501'TRIANGLE BLAZE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 FG1501'STAMPED S 94 1935.  NOTE-- THE FERN WHITE ROCK RD IS NOW ST. HWY. 215.
 FG1501'IT HAS BEEN IMPROVED WIDENED AND HARD SURFACED.  MIGHT HAVE BEEN
 FG1501'DESTROYED DURING THE REBUILDING OF THE ROAD.
 FG1501
 FG1501                          STATION RECOVERY (1972)
 FG1501
 FG1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0647 ***********************************************************************
 EJ0647  DESIGNATION -  S 96
 EJ0647  PID         -  EJ0647
 EJ0647  STATE/COUNTY-  AR/GRANT
 EJ0647  USGS QUAD   -  CANE CREEK (1984)
 EJ0647
 EJ0647                         *CURRENT SURVEY CONTROL
 EJ0647  ___________________________________________________________________
 EJ0647* NAD 83(1986)-  34 26 44.     (N)    092 19 15.     (W)     SCALED    
 EJ0647* NAVD 88     -        80.430  (meters)     263.88   (feet)  ADJUSTED  
 EJ0647  ___________________________________________________________________
 EJ0647  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EJ0647  DYNAMIC HT  -          80.354 (meters)     263.63  (feet)  COMP
 EJ0647  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 EJ0647
 EJ0647  VERT ORDER  -  SECOND    CLASS 0
 EJ0647
 EJ0647.The horizontal coordinates were scaled from a topographic map and have
 EJ0647.an estimated accuracy of +/- 6 seconds.
 EJ0647
 EJ0647.The orthometric height was determined by differential leveling
 EJ0647.and adjusted by the National Geodetic Survey in June 1991..
 EJ0647
 EJ0647.The geoid height was determined by GEOID03.
 EJ0647
 EJ0647.The dynamic height is computed by dividing the NAVD 88
 EJ0647.geopotential number by the normal gravity value computed on the
 EJ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0647.degrees latitude (g = 980.6199 gals.).
 EJ0647
 EJ0647.The modeled gravity was interpolated from observed gravity values.
 EJ0647
 EJ0647;                    North         East    Units  Estimated Accuracy
 EJ0647;SPC AR S     -   597,350.      370,520.      MT  (+/- 180 meters Scaled)
 EJ0647
 EJ0647                          SUPERSEDED SURVEY CONTROL
 EJ0647
 EJ0647  NGVD 29 (??/??/92)   80.485  (m)          264.06   (f) ADJ UNCH    2 0
 EJ0647
 EJ0647.Superseded values are not recommended for survey control.
 EJ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0647.See file dsdata.txt to determine how the superseded data were derived.
 EJ0647
 EJ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU623117(NAD 83)
 EJ0647_MARKER: DB = BENCH MARK DISK
 EJ0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0647_STAMPING: S 96 1935
 EJ0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0647+STABILITY: SURFACE MOTION
 EJ0647
 EJ0647  HISTORY     - Date     Condition        Report By
 EJ0647  HISTORY     - 1935     MONUMENTED       CGS
 EJ0647  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ0647
 EJ0647                          STATION DESCRIPTION
 EJ0647
 EJ0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0647'2.0 MI E FROM ICO.
 EJ0647'2.0 MILES EAST ALONG THE REDFIELD ROAD FROM THE INTERSECTION OF U. S.
 EJ0647'HIGHWAY 167 AT ICO, GRANT COUNTY, 1.4 MILES EAST OF CANE CREEK CHURCH,
 EJ0647'0.3 MILE EAST OF CANE CREEK SCHOOL, 66 FEET WEST OF THE WEST END OF A
 EJ0647'WOODEN BRIDGE OVER CANE CREEK, 25 FEET SOUTHEAST OF THE NORTH CORNER
 EJ0647'OF A FENCE, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 EJ0647'NORTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED S 96 1935 AND SET IN
 EJ0647'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0150 ***********************************************************************
 EJ0150  DESIGNATION -  S 97
 EJ0150  PID         -  EJ0150
 EJ0150  STATE/COUNTY-  AR/PULASKI
 EJ0150  USGS QUAD   -  ALEXANDER (1986)
 EJ0150
 EJ0150                         *CURRENT SURVEY CONTROL
 EJ0150  ___________________________________________________________________
 EJ0150* NAD 83(1986)-  34 39 20.     (N)    092 23 18.     (W)     SCALED    
 EJ0150* NAVD 88     -        94.953  (meters)     311.52   (feet)  ADJUSTED  
 EJ0150  ___________________________________________________________________
 EJ0150  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ0150  DYNAMIC HT  -          94.865 (meters)     311.24  (feet)  COMP
 EJ0150  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 EJ0150
 EJ0150  VERT ORDER  -  FIRST     CLASS II
 EJ0150
 EJ0150.The horizontal coordinates were scaled from a topographic map and have
 EJ0150.an estimated accuracy of +/- 6 seconds.
 EJ0150
 EJ0150.The orthometric height was determined by differential leveling
 EJ0150.and adjusted by the National Geodetic Survey in June 1991..
 EJ0150
 EJ0150.The geoid height was determined by GEOID03.
 EJ0150
 EJ0150.The dynamic height is computed by dividing the NAVD 88
 EJ0150.geopotential number by the normal gravity value computed on the
 EJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0150.degrees latitude (g = 980.6199 gals.).
 EJ0150
 EJ0150.The modeled gravity was interpolated from observed gravity values.
 EJ0150
 EJ0150;                    North         East    Units  Estimated Accuracy
 EJ0150;SPC AR S     -   620,670.      364,400.      MT  (+/- 180 meters Scaled)
 EJ0150
 EJ0150                          SUPERSEDED SURVEY CONTROL
 EJ0150
 EJ0150  NGVD 29 (??/??/92)   94.998  (m)          311.67   (f) ADJ UNCH    1 2
 EJ0150
 EJ0150.Superseded values are not recommended for survey control.
 EJ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0150.See file dsdata.txt to determine how the superseded data were derived.
 EJ0150
 EJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU560350(NAD 83)
 EJ0150_MARKER: DB = BENCH MARK DISK
 EJ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0150_STAMPING: S-97 1935
 EJ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0150+STABILITY: SURFACE MOTION
 EJ0150
 EJ0150  HISTORY     - Date     Condition        Report By
 EJ0150  HISTORY     - 1935     MONUMENTED       CGS
 EJ0150  HISTORY     - 1941     GOOD             ARHD
 EJ0150  HISTORY     - 19850725 MARK NOT FOUND   USGS
 EJ0150  HISTORY     - 19850725 MARK NOT FOUND   USPSQD
 EJ0150  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0150  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0150
 EJ0150                          STATION DESCRIPTION
 EJ0150
 EJ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0150'IN MABELVALE.
 EJ0150'IN THE TOWN OF, ALONG M.P.RY., FROM STATION SIGN 75 FEET SOUTHEAST OF
 EJ0150'M.P. 355.  60 FEET EAST OF STATION SIGN BOARD.  52 FEET SOUTHWEST OF
 EJ0150'CENTERLINE OF GRAVEL ROAD CROSSING.  35.8 FEET SOUTHEAST OF CENTERLINE
 EJ0150'OF SOUTHEAST TRACK OF MISSOURI PACIFIC R.R.  3.8 FEET SOUTHWEST OF
 EJ0150'TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST. NOTE-- ABOUT 20
 EJ0150'FT EAST OF STATION SIGN INSTEAD OF 60 FT DUE TO GRAVEL RD CROSSING
 EJ0150'BEING MOVED.  DELETE 52 FT SW OF CENTER OF GRAVEL RD CROSSING.
 EJ0150
 EJ0150                          STATION RECOVERY (1941)
 EJ0150
 EJ0150'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1941
 EJ0150'RECOVERED IN GOOD CONDITION.
 EJ0150
 EJ0150                          STATION RECOVERY (1985)
 EJ0150
 EJ0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DNB)
 EJ0150'MARK NOT FOUND.
 EJ0150
 EJ0150                          STATION RECOVERY (1985)
 EJ0150
 EJ0150'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 EJ0150'MARK NOT FOUND.
 EJ0150
 EJ0150                          STATION RECOVERY (1989)
 EJ0150
 EJ0150'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0150'MARK NOT FOUND.
 EJ0150
 EJ0150                          STATION RECOVERY (1990)
 EJ0150
 EJ0150'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0866 ***********************************************************************
 EJ0866  DESIGNATION -  S 98
 EJ0866  PID         -  EJ0866
 EJ0866  STATE/COUNTY-  AR/PULASKI
 EJ0866  USGS QUAD   -  FERNDALE (1984)
 EJ0866
 EJ0866                         *CURRENT SURVEY CONTROL
 EJ0866  ___________________________________________________________________
 EJ0866* NAD 83(1986)-  34 46 14.     (N)    092 30 52.     (W)     SCALED    
 EJ0866* NAVD 88     -       118.964  (meters)     390.30   (feet)  ADJUSTED  
 EJ0866  ___________________________________________________________________
 EJ0866  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EJ0866  DYNAMIC HT  -         118.851 (meters)     389.93  (feet)  COMP
 EJ0866  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 EJ0866
 EJ0866  VERT ORDER  -  SECOND    CLASS 0
 EJ0866
 EJ0866.The horizontal coordinates were scaled from a topographic map and have
 EJ0866.an estimated accuracy of +/- 6 seconds.
 EJ0866
 EJ0866.The orthometric height was determined by differential leveling
 EJ0866.and adjusted by the National Geodetic Survey in June 1991..
 EJ0866
 EJ0866.The geoid height was determined by GEOID03.
 EJ0866
 EJ0866.The dynamic height is computed by dividing the NAVD 88
 EJ0866.geopotential number by the normal gravity value computed on the
 EJ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0866.degrees latitude (g = 980.6199 gals.).
 EJ0866
 EJ0866.The modeled gravity was interpolated from observed gravity values.
 EJ0866
 EJ0866;                    North         East    Units  Estimated Accuracy
 EJ0866;SPC AR S     -   633,470.      352,910.      MT  (+/- 180 meters Scaled)
 EJ0866
 EJ0866                          SUPERSEDED SURVEY CONTROL
 EJ0866
 EJ0866  NGVD 29 (??/??/92)  118.997  (m)          390.41   (f) ADJ UNCH    2 0
 EJ0866
 EJ0866.Superseded values are not recommended for survey control.
 EJ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0866.See file dsdata.txt to determine how the superseded data were derived.
 EJ0866
 EJ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU444477(NAD 83)
 EJ0866_MARKER: DB = BENCH MARK DISK
 EJ0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0866_SP_SET: BRIDGE
 EJ0866_STAMPING: S 98 1935
 EJ0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0866
 EJ0866  HISTORY     - Date     Condition        Report By
 EJ0866  HISTORY     - 1935     MONUMENTED       CGS
 EJ0866  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0866
 EJ0866                          STATION DESCRIPTION
 EJ0866
 EJ0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0866'2.7 MI E FROM FERNDALE.
 EJ0866'2.7 MILES EAST ALONG TWELFTH STREET PIKE FROM THE J.W. CARTER STORE AT
 EJ0866'FERNDALE, PULASKI COUNTY, AT THE WEST END OF THE ASPHALT ROAD, AT THE
 EJ0866'WOODEN BRIDGE OVER FLETCHER CREEK, IN THE TOP OF THE NORTHEAST
 EJ0866'CONCRETE WING WALL, 1.3 FEET SOUTHWEST OF THE SOUTHEAST END, AND 12.5
 EJ0866'FEET NORTH OF THE CENTERLINE OF THE PIKE.  A STANDARD DISK, STAMPED S
 EJ0866'98 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1799 ***********************************************************************
 FF1799  DESIGNATION -  SAFFELL
 FF1799  PID         -  FF1799
 FF1799  STATE/COUNTY-  AR/LAWRENCE
 FF1799  USGS QUAD   -  STRAWBERRY (1980)
 FF1799
 FF1799                         *CURRENT SURVEY CONTROL
 FF1799  ___________________________________________________________________
 FF1799* NAD 83(1997)-  35 56 10.53421(N)    091 17 38.40947(W)     ADJUSTED  
 FF1799* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 FF1799  ___________________________________________________________________
 FF1799  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FF1799  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FF1799
 FF1799  HORZ ORDER  -  SECOND
 FF1799
 FF1799.The horizontal coordinates were established by classical geodetic methods
 FF1799.and adjusted by the National Geodetic Survey in September 1999..
 FF1799
 FF1799.The orthometric height was scaled from a topographic map.
 FF1799
 FF1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1799
 FF1799.The geoid height was determined by GEOID03.
 FF1799
 FF1799;                    North         East     Units Scale Factor Converg.
 FF1799;SPC AR N     -   178,061.716   463,703.083   MT  0.99995475   +0 24 38.9
 FF1799;SPC AR N     -   584,190.81  1,521,332.53   sFT  0.99995475   +0 24 38.9
 FF1799;UTM  15      - 3,978,223.542   653,888.261   MT  0.99989181   +1 00 05.1
 FF1799
 FF1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1799!SPC AR N     -   0.99998665  x   0.99995475  =   0.99994140
 FF1799!UTM  15      -   0.99998665  x   0.99989181  =   0.99987846
 FF1799
 FF1799|---------------------------------------------------------------------|
 FF1799| PID    Reference Object                     Distance      Geod. Az  |
 FF1799|                                                           dddmmss.s |
 FF1799| CI2250 SAFFELL RM 1                         18.295 METERS 08023     |
 FF1799| CI2249 SAFFELL AZ MK                                      1693004.3 |
 FF1799| CI2251 SAFFELL RM 2                         19.782 METERS 19420     |
 FF1799|---------------------------------------------------------------------|
 FF1799
 FF1799                          SUPERSEDED SURVEY CONTROL
 FF1799
 FF1799  NAD 83(1997)-  35 56 10.54376(N)    091 17 38.40994(W) AD(       ) 2
 FF1799  NAD 83(1986)-  35 56 10.54515(N)    091 17 38.40927(W) AD(       ) 2
 FF1799  NAD 27      -  35 56 10.28040(N)    091 17 37.93940(W) AD(       ) 2
 FF1799
 FF1799.Superseded values are not recommended for survey control.
 FF1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1799.See file dsdata.txt to determine how the superseded data were derived.
 FF1799
 FF1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5388878224(NAD 83)
 FF1799_MARKER: DS = TRIANGULATION STATION DISK
 FF1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1799
 FF1799  HISTORY     - Date     Condition        Report By
 FF1799  HISTORY     - 1954     MONUMENTED       CGS
 FF1799  HISTORY     - 1967     GOOD             CGS
 FF1799
 FF1799                          STATION DESCRIPTION
 FF1799
 FF1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1799'THE STATION IS IN SECTION 22, R 3 W., T 13 N, ON THE TOP
 FF1799'OF A LOW BARE KNOLL ABOUT 3 MILES SOUTH-SOUTHEAST OF STRAWBERRY,
 FF1799'0.8 MILE NORTH OF THE SMALL SETTLEMENT OF SAFFELL, 0.25 MILE
 FF1799'EAST OF STATE HIGHWAY 25, 27 FEET SOUTH OF AN OLD FENCE
 FF1799'LINE, 12 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST AND
 FF1799'WIRE FENCE, AND ON LAND OWNED BY MR. H.O. HARRIS.
 FF1799'
 FF1799'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 FF1799'25 AND 117 IN STRAWBERRY, GO SOUTH ON STATE HIGHWAY 25 FOR
 FF1799'2.3 MILES TO A SIDE ROAD ON THE LEFT, CONTINUE SOUTHERLY
 FF1799'ON STATE HIGHWAY 25 FOR 0.8 MILE TO A NARROW GRAVEL ROAD
 FF1799'ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED BELOW, (THIS
 FF1799'IS 0.6 MILE NORTH OF THE SAFFELL POST OFFICE) TURN SHARP
 FF1799'LEFT AND GO EAST AND NORTH FOR 0.4 MILE TO A BOARD GATE
 FF1799'ON THE LEFT, GO THROUGH GATE AND GO WEST FOR 0.1 MILE TO THE
 FF1799'FARM BUILDINGS OF MR. HARRIS, CONTINUE WESTERLY THROUGH A
 FF1799'GATE NORTH OF THE BARN AND GO WESTERLY 0.15 MILE TO THE
 FF1799'HIGHEST POINT OF A SMALL KNOLL AND STATION.
 FF1799'
 FF1799'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1799'SAFFELL 1954.
 FF1799'
 FF1799'REFERENCE MARK 1 IS 6 INCHES SOUTH OF THE OLD FENCE LINE.
 FF1799'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SAFFELL
 FF1799'NO 1 1954.
 FF1799'
 FF1799'REFERENCE MARK 2 IS 1 FOOT EAST OF THE WIRE FENCE.  THE
 FF1799'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SAFFELL NO
 FF1799'2 1954.
 FF1799'
 FF1799'THE AZIMUTH MARK IS 60 FEET EAST OF THE CENTER OF STATE
 FF1799'HIGHWAY 25, 30 FEET SOUTH OF THE CENTER OF THE GRAVELED
 FF1799'ROAD AND 2 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 FF1799'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SAFFELL
 FF1799'1954.
 FF1799'
 FF1799'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 FF1799'POSTS.
 FF1799'
 FF1799'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF1799
 FF1799                          STATION RECOVERY (1967)
 FF1799
 FF1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FF1799'STATION, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 FF1799'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED BY J.C.M. IN
 FF1799'1954.
 FF1799'
 FF1799'A METAL WITNESS POST WAS SET 2 FEET NORTH OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0886 ***********************************************************************
 GE0886  DESIGNATION -  SAGE
 GE0886  PID         -  GE0886
 GE0886  STATE/COUNTY-  AR/IZARD
 GE0886  USGS QUAD   -  ZION (1984)
 GE0886
 GE0886                         *CURRENT SURVEY CONTROL
 GE0886  ___________________________________________________________________
 GE0886* NAD 83(1997)-  36 00 54.94439(N)    091 48 18.08212(W)     ADJUSTED  
 GE0886* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 GE0886  ___________________________________________________________________
 GE0886  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GE0886  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GE0886
 GE0886  HORZ ORDER  -  FIRST
 GE0886
 GE0886.The horizontal coordinates were established by classical geodetic methods
 GE0886.and adjusted by the National Geodetic Survey in September 1999..
 GE0886
 GE0886.The orthometric height was scaled from a topographic map.
 GE0886
 GE0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0886
 GE0886.The geoid height was determined by GEOID03.
 GE0886
 GE0886;                    North         East     Units Scale Factor Converg.
 GE0886;SPC AR N     -   186,616.419   417,575.833   MT  0.99996416   +0 06 48.4
 GE0886;SPC AR N     -   612,257.37  1,369,996.71   sFT  0.99996416   +0 06 48.4
 GE0886;UTM  15      - 3,986,301.607   607,682.127   MT  0.99974288   +0 42 09.8
 GE0886
 GE0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0886!SPC AR N     -   0.99996103  x   0.99996416  =   0.99992519
 GE0886!UTM  15      -   0.99996103  x   0.99974288  =   0.99970392
 GE0886
 GE0886:                Primary Azimuth Mark                     Grid Az
 GE0886:SPC AR N     -  FRANKLIN                                 001 49 34.1
 GE0886:UTM  15      -  FRANKLIN                                 001 14 12.7
 GE0886
 GE0886|---------------------------------------------------------------------|
 GE0886| PID    Reference Object                     Distance      Geod. Az  |
 GE0886|                                                           dddmmss.s |
 GE0886| GE0885 FRANKLIN                            APPROX.16.9 KM 0015622.5 |
 GE0886| CI2253 SAGE RM 1                            51.423 METERS 10204     |
 GE0886| CI2254 SAGE RM 2                            43.239 METERS 24846     |
 GE0886| GE0887 SAGE LOOKOUT TOWER                  202.709 METERS 26102     |
 GE0886| CI2252 SAGE AZ MK                                         2644936.5 |
 GE0886|---------------------------------------------------------------------|
 GE0886
 GE0886                          SUPERSEDED SURVEY CONTROL
 GE0886
 GE0886  NAD 83(1986)-  36 00 54.95540(N)    091 48 18.08128(W) AD(       ) 1
 GE0886  NAD 27      -  36 00 54.70200(N)    091 48 17.55500(W) AD(       ) 1
 GE0886
 GE0886.Superseded values are not recommended for survey control.
 GE0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0886.See file dsdata.txt to determine how the superseded data were derived.
 GE0886
 GE0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0768286302(NAD 83)
 GE0886_MARKER: DS = TRIANGULATION STATION DISK
 GE0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0886
 GE0886  HISTORY     - Date     Condition        Report By
 GE0886  HISTORY     - 1934     MONUMENTED       CGS
 GE0886  HISTORY     - 1953     GOOD             CGS
 GE0886
 GE0886                          STATION DESCRIPTION
 GE0886
 GE0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GE0886'THIS STATION IS LOCATED 5.0 MILES NW OF MT. PLEASANT, 2.5
 GE0886'MILES SE OF SAGE, ARKANSAS, 0.2 MILES W OF STATE HIGHWAY
 GE0886'69, ON THE HIGHEST PART OF PASTURE LAND BELONGING TO MR.
 GE0886'DAVISON, WHO LIVES 0.3 MILE SE OF STATION ON THE HIGHWAY,
 GE0886'IN THE NW 1/4 SEC. 25, T 16 N, R 8 W, 160 FEET W OF GATE
 GE0886'LEADING TO PASTURE, 40 FEET S OF AN E-W RAIL FENCE.  MARK
 GE0886'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 GE0886'
 GE0886'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GE0886'DISKS SET IN THE TOPS OF CONCRETE CYLINDERS.
 GE0886'
 GE0886'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GE0886'
 GE0886'REFERENCE MARK NO. 1 IS E OF THE STATION, SET IN AN N-S
 GE0886'RAIL FENCE LINE, 20 FEET N OF GATE OPENING INTO PASTURE.
 GE0886'
 GE0886'REFERENCE MARK NO. 2 IS WSW, SET IN AN E-W FENCE LINE AT
 GE0886'EDGE OF ROAD RUNNING AROUND PASTURE.
 GE0886'
 GE0886'AZIMUTH MARK IS SET ABOUT 0.15 MILE W OF STATION, ABOUT 10
 GE0886'PACES N OF GAP IN AN E-W FENCE LINE.
 GE0886'
 GE0886'REFERENCE MARKS AND AZIMUTH MARK PROJECTS ABOUT 14 INCHES
 GE0886'ABOVE THE GROUND.
 GE0886'
 GE0886'TO REACH FROM SAGE, GO S ON STATE HIGHWAY 69, FOR 2.4 MILES
 GE0886'TO A GATE IN THE W FENCE LINE.  INSIDE THE GATE IS A SMALL
 GE0886'WATERING POND.  GO THROUGH GATE AND W ON WOODS ROAD FOR
 GE0886'0.2 MILES TO A GATE LEADING INTO PASTURE LAND.  STATION
 GE0886'IS 170 FEET W OF THIS GATE.
 GE0886'
 GE0886'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GE0886
 GE0886                          STATION RECOVERY (1953)
 GE0886
 GE0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0886'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 GE0886'IN GOOD CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 GE0886'
 GE0886'THE STATION IS ABOUT 5 MILES NORTHWEST OF MT. PLEASANT,
 GE0886'2-1/2 MILES SOUTHEAST OF SAGE, AND ABOUT 0.2 MILE WEST OF
 GE0886'STATE HIGHWAY 69, ON LAND OWNED BY MR. DAVISON.  IT IS 60
 GE0886'FEET WEST OF A FLAGPOLE AND 4 FEET WEST OF A WITNESS POST.
 GE0886'
 GE0886'TO REACH THE STATION FROM THE POST OFFICE IN SAGE, GO
 GE0886'SOUTHEASTERLY ON STATE HIGHWAYS 69 AND 58 FOR 2.15 MILES
 GE0886'TO THE JUNCTION OF THE HIGHWAYS AT A SIGN BATESVILLE, BEAR
 GE0886'RIGHT AND CONTINUE ON HIGHWAY 69 FOR 0.35 MILE TO A CATTLE
 GE0886'GUARD ON THE RIGHT, TURN RIGHT, CROSS THE CATTLE GUARD AND
 GE0886'FOLLOW A PRIVATE DRIVE FOR 0.15 MILE TO THE DAVISON HOME
 GE0886'ON THE LEFT AND GO SOUTH ABOUT 200 YARDS TO THE HIGHEST
 GE0886'POINT AND THE STATION.
 GE0886'
 GE0886'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE0886'SAGE 1934.
 GE0886'
 GE0886'REFERENCE MARK 1 IS 4 FEET SOUTH OF A FLAGSTONE WALK.  THE
 GE0886'MARK PROJECTS 14 INCHES AND THE DISK IS STAMPED SAGE NO 1 1934.
 GE0886'
 GE0886'REFERENCE MARK 2 IS 66 FEET NORTH OF A GATE.  THE MARK PROJECTS
 GE0886'14 INCHES AND THE DISK IS STAMPED SAGE NO 2 1934.
 GE0886'
 GE0886'THE AZIMUTH MARK IS 59 FEET NORTHEAST OF THE NORTHEAST LEG
 GE0886'OF THE SAGE LOOKOUT TOWER, 20 FEET WEST OF A FENCE AND 2
 GE0886'FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 10 INCHES
 GE0886'AND THE DISK IS STAMPED SAGE AZI 1934.
 GE0886'
 GE0886'HEIGHT OF LIGHT PLATE ABOVE THE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1878 ***********************************************************************
 FF1878  DESIGNATION -  SALADO
 FF1878  PID         -  FF1878
 FF1878  STATE/COUNTY-  AR/INDEPENDENCE
 FF1878  USGS QUAD   -  SALADO (1981)
 FF1878
 FF1878                         *CURRENT SURVEY CONTROL
 FF1878  ___________________________________________________________________
 FF1878* NAD 83(1997)-  35 43 03.49342(N)    091 35 56.19213(W)     ADJUSTED  
 FF1878* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 FF1878  ___________________________________________________________________
 FF1878  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FF1878  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF1878
 FF1878  HORZ ORDER  -  FIRST
 FF1878
 FF1878.The horizontal coordinates were established by classical geodetic methods
 FF1878.and adjusted by the National Geodetic Survey in September 1999..
 FF1878
 FF1878.The orthometric height was scaled from a topographic map.
 FF1878
 FF1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1878
 FF1878.The geoid height was determined by GEOID03.
 FF1878
 FF1878;                    North         East     Units Scale Factor Converg.
 FF1878;SPC AR N     -   153,651.131   436,286.983   MT  0.99993864   +0 14 00.2
 FF1878;SPC AR N     -   504,103.75  1,431,384.88   sFT  0.99993864   +0 14 00.2
 FF1878;UTM  15      - 3,953,535.662   626,726.662   MT  0.99979790   +0 49 04.9
 FF1878
 FF1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1878!SPC AR N     -   0.99997417  x   0.99993864  =   0.99991281
 FF1878!UTM  15      -   0.99997417  x   0.99979790  =   0.99977207
 FF1878
 FF1878|---------------------------------------------------------------------|
 FF1878| PID    Reference Object                     Distance      Geod. Az  |
 FF1878|                                                           dddmmss.s |
 FF1878| CI2257 SALADO RM 1                          33.937 METERS 19954     |
 FF1878| CI2258 SALADO RM 2                          37.332 METERS 26503     |
 FF1878| CI2256 SALADO AZ MK RESET                                 2754833.2 |
 FF1878| FF1873 BATESVILLE ARK PWR LIGHT TANK       APPROX. 7.4 KM 3290136.8 |
 FF1878| FF1874 BATESVILLE MASONIC HOME TANK        APPROX. 7.2 KM 3400405.0 |
 FF1878| CI2255 SALADO AZ MK                                       3533848.3 |
 FF1878|---------------------------------------------------------------------|
 FF1878
 FF1878                          SUPERSEDED SURVEY CONTROL
 FF1878
 FF1878  NAD 83(1986)-  35 43 03.50505(N)    091 35 56.19156(W) AD(       ) 1
 FF1878  NAD 27      -  35 43 03.22700(N)    091 35 55.70000(W) AD(       ) 1
 FF1878
 FF1878.Superseded values are not recommended for survey control.
 FF1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1878.See file dsdata.txt to determine how the superseded data were derived.
 FF1878
 FF1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2672753536(NAD 83)
 FF1878_MARKER: DS = TRIANGULATION STATION DISK
 FF1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1878
 FF1878  HISTORY     - Date     Condition        Report By
 FF1878  HISTORY     - 1934     MONUMENTED       CGS
 FF1878  HISTORY     - 1954     GOOD             CGS
 FF1878  HISTORY     - 1967     GOOD             CGS
 FF1878  HISTORY     - 1980     GOOD             NGS
 FF1878
 FF1878                          STATION DESCRIPTION
 FF1878
 FF1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1878'STATION IS LOCATED ABOUT 10.2 MILES SW FROM BATESVILLE, AND 2.3
 FF1878'MILES NE OF SALADO, IN TIMBER LAND BELONGING TO THE MISSOURI
 FF1878'PACIFIC RAILROAD COMPANY.
 FF1878'
 FF1878'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 FF1878'DISKS SET IN CONCRETE CYLINDERS.
 FF1878'
 FF1878'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FF1878'
 FF1878'AZIMUTH MARK IS E OF STATION 1.0 MILE ON W SIDE OF COUNTRY ROAD
 FF1878'AND CULTIVATED FIELD, AND ON E SIDE OF SMALL PATCH OF TIMBER.
 FF1878'
 FF1878'REFERENCE MARK NO1 IS S OF STATION IN WOODS 111.37 FEET (30.90
 FF1878'METERS).
 FF1878'
 FF1878'REFERENCE MARK NO.2 IS W OF STATION 122.52 FEET (37.34 METERS).
 FF1878'
 FF1878'TO REACH FROM BATESVILLE, GO S ON STATE HIGHWAY 11, FROM THE
 FF1878'JUNCTION OF ROUTES NUMBERED 11, 14 AND 25, FOR 5.9 MILES TO A
 FF1878'T-ROAD LEADING E.  TURN HERE AND FOLLOW T-ROAD 1.4 MILES TO A
 FF1878'T-ROAD LEADING N WHICH IS AT W EDGE OF SALADO.  FOLLOW T-ROAD N
 FF1878'1.0 MILE TO FORKS.  TAKE RIGHT FORK AND GO 0.9 MILE, HERE TAKE
 FF1878'RIGHT FORK THRU WOODS FOR 0.3 MILE, TURN LEFT 0.1 MILE TO
 FF1878'STATION.
 FF1878'
 FF1878'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 FF1878
 FF1878                          STATION RECOVERY (1954)
 FF1878
 FF1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1878'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND IN
 FF1878'GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND.  A NEW
 FF1878'AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A COMPLETE DESCRIPTION.
 FF1878'
 FF1878'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF BATESVILLE, 2 MILES
 FF1878'NORTHEAST OF SALADO, ON THE HIGHEST POINT OF A CULTIVATED HILL
 FF1878'OWNED BY CHESTER FLETCHER.  IT IS 113 FEET EAST OF A FENCE AND
 FF1878'A 3 INCH CEDAR TREE.
 FF1878'
 FF1878'TO REACH THE STATION FROM THE POST OFFICE IN SALADO, GO WESTERLY
 FF1878'ON STATE HIGHWAY 14 FOR 0.4 MILE TO A Y-JUNCTION, BEAR RIGHT
 FF1878'AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.9 MILE TO A Y-JUNCTION,
 FF1878'BEAR RIGHT AND GO NORTH FOR 0.85 MILE TO A GATE AND THE AZIMUTH
 FF1878'MARK, PASS THROUGH THE GATE AND GO EASTERLY FOR 0.2 MILE TO THE
 FF1878'FARMHOUSE OF MR. FLETCHER, CONTINUE EASTERLY ABOUT 0.1 MILE TO
 FF1878'THE HIGHEST POINT OF THE CULTIVATED FIELD AND THE STATION.
 FF1878'
 FF1878'THE STATION MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 FF1878'SALADO 1934.
 FF1878'
 FF1878'REFERENCE MARK 1 IS IN THE CULTIVATED FIELD.  THE MARK PROJECTS 6
 FF1878'INCHES AND THE DISK IS STAMPED SALADO NO 1 1934.
 FF1878'
 FF1878'REFERENCE MARK 2 IS 29 FEET EAST OF A FENCE AND IN THE CULTIVATED
 FF1878'FIELD.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 FF1878'SALADO NO 2 1934.
 FF1878'
 FF1878'THE AZIMUTH MARK IS 39 FEET NORTH OF THE GATE, 22 FEET EAST OF
 FF1878'THE CENTER OF A GRAVELED ROAD, 1 FOOT WEST OF A FENCE AND 1
 FF1878'FOOT SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 FF1878'4 INCHES AND THE DISK IS STAMPED SALADO 1934 RESET 1954.
 FF1878'
 FF1878'HEIGHT OF LIGHT ABOVE THE STATION MARK 23 METERS.
 FF1878
 FF1878                          STATION RECOVERY (1967)
 FF1878
 FF1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FF1878'STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 FF1878'WERE RECOVERED IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT
 FF1878'OF THE MARKS.  DUE TO ROAD CHANGES FOLLOWING IS A NEW DESCRIPTION.
 FF1878'
 FF1878'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF BATESVILLE,
 FF1878'2 MILES NORTHEAST OF SALADO AND ON THE HIGHEST PART OF A FIELD
 FF1878'OWNED BY MR. CHESTER FLETCHER.
 FF1878'
 FF1878'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 14A IN THE
 FF1878'NORTH EDGE OF SALADO, GO NORTH ON STATE HIGHWAY 14A FOR 1.0 MILE
 FF1878'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON GRAVELED
 FF1878'ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD AND
 FF1878'GO NORTH ON GRAVELED ROAD FOR 0.1 MILE TO A WIRE GATE ON THE
 FF1878'RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  TURN RIGHT AND GO EAST
 FF1878'ON FARM ROAD FOR 0.2 MILE TO A FARMHOUSE.  FROM HERE PICK WAY
 FF1878'EAST-SOUTHEAST FOR 0.1 MILE TO THE HIGHEST PART OF THE FIELD
 FF1878'AND STATION.
 FF1878'
 FF1878'STATION MARK IS A STANDARD DISK, STAMPED SALADO 1934, SET IN
 FF1878'THE TOP OF A ROUND CONCRETE POST PROJECTING 14 INCHES.  IT IS
 FF1878'153 FEET NORTHWEST OF THE NORTHWEST EDGE OF A POND AND 57 FEET
 FF1878'SOUTH OF THE NORTH EDGE OF THE FIELD.
 FF1878'
 FF1878'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALADO NO 1 1934,
 FF1878'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8 INCHES.  IT
 FF1878'IS 148 FEET SOUTH OF THE NORTH EDGE OF THE FIELD, 133 FEET WEST OF
 FF1878'THE NORTHWEST EDGE OF THE POND AND ABOUT 2 FEET LOWER THAN THE
 FF1878'STATION.
 FF1878'
 FF1878'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALADO NO 2 1934,
 FF1878'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 15 INCHES.
 FF1878'IT IS 242 FEET WEST OF THE NORTHWEST EDGE OF THE POND, 26 FEET
 FF1878'SOUTH OF THE NORTH EDGE OF THE FIELD AND ABOUT THE SAME ELEVATION
 FF1878'AS THE STATION.
 FF1878'
 FF1878'AZIMUTH MARK IS A STANDARD DISK, STAMPED SALADO 1934 RESET 1954,
 FF1878'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT
 FF1878'IS 39 FEET NORTH OF THE NORTH GATE POST, 18 FEET EAST OF THE
 FF1878'CENTER OF THE GRAVELED ROAD, 1 FOOT EAST OF A NORTH-SOUTH FENCE,
 FF1878'1 FOOT SOUTH OF A 4X4 INCH WITNESS POST AND 1 FOOT NORTH OF
 FF1878'A METAL WITNESS POST.
 FF1878
 FF1878                          STATION RECOVERY (1980)
 FF1878
 FF1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 FF1878'STATION MARK, 1954 AZIMUTH MARK, REFERENCE MARKS 1 AND 2
 FF1878'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FF1878'
 FF1878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF1878'4.5 MILES SOUTHEAST OF BATESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1881 ***********************************************************************
 EJ1881  DESIGNATION -  SALEM
 EJ1881  PID         -  EJ1881
 EJ1881  STATE/COUNTY-  AR/SALINE
 EJ1881  USGS QUAD   -  BENTON (1984)
 EJ1881
 EJ1881                         *CURRENT SURVEY CONTROL
 EJ1881  ___________________________________________________________________
 EJ1881* NAD 83(1997)-  34 35 55.20833(N)    092 34 04.69318(W)     ADJUSTED  
 EJ1881* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 EJ1881  ___________________________________________________________________
 EJ1881  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 EJ1881  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ1881
 EJ1881  HORZ ORDER  -  SECOND
 EJ1881
 EJ1881.The horizontal coordinates were established by classical geodetic methods
 EJ1881.and adjusted by the National Geodetic Survey in September 1999..
 EJ1881
 EJ1881.The orthometric height was scaled from a topographic map.
 EJ1881
 EJ1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1881
 EJ1881.The geoid height was determined by GEOID03.
 EJ1881
 EJ1881;                    North         East     Units Scale Factor Converg.
 EJ1881;SPC AR S     -   614,431.950   347,901.144   MT  0.99996685   -0 19 04.4
 EJ1881;SPC AR S     - 2,015,848.82  1,141,405.67   sFT  0.99996685   -0 19 04.4
 EJ1881;UTM  15      - 3,828,623.260   539,615.073   MT  0.99961934   +0 14 43.2
 EJ1881
 EJ1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1881!SPC AR S     -   0.99997762  x   0.99996685  =   0.99994448
 EJ1881!UTM  15      -   0.99997762  x   0.99961934  =   0.99959697
 EJ1881
 EJ1881:                Primary Azimuth Mark                     Grid Az
 EJ1881:SPC AR S     -  ALEXANDER RAD STA KKE 92 MAST            078 55 09.2
 EJ1881:UTM  15      -  ALEXANDER RAD STA KKE 92 MAST            078 21 21.6
 EJ1881
 EJ1881|---------------------------------------------------------------------|
 EJ1881| PID    Reference Object                     Distance      Geod. Az  |
 EJ1881|                                                           dddmmss.s |
 EJ1881| EJ1724 ALEXANDER RAD STA KKE 92 MAST       APPROX.12.2 KM 0783604.8 |
 EJ1881| EJ1886 BENTON RADIO STATION KBBA MAST      APPROX. 1.5 KM 0972731.1 |
 EJ1881| EJ1887 BAUXITE ALCOA ALUMINUM CO TANK      APPROX. 4.3 KM 1241049.3 |
 EJ1881| EJ1885 BAUXITE STANDPIPE                   APPROX. 7.9 KM 1333558.9 |
 EJ1881| EJ1880 BENTON COURTHOUSE CLOCKTOWER        APPROX. 4.1 KM 2052512.8 |
 EJ1881| EJ1884 BENTON FIRST METHODIST CHURCH       APPROX. 4.1 KM 2064350.2 |
 EJ1881| EJ1882 BENTON WEST MUNICIPAL TANK          APPROX. 3.6 KM 2073642.9 |
 EJ1881| CY6416 SALEM RM 1                           30.879 METERS 20946     |
 EJ1881| EJ1888 HASKELL STATE MENTAL HOSP TANK      APPROX.11.2 KM 2224000.9 |
 EJ1881| CY6415 SALEM AZ MK                                        2473448.9 |
 EJ1881| CY6417 SALEM RM 2                           22.876 METERS 33919     |
 EJ1881|---------------------------------------------------------------------|
 EJ1881
 EJ1881                          SUPERSEDED SURVEY CONTROL
 EJ1881
 EJ1881  NAD 83(1986)-  34 35 55.21960(N)    092 34 04.68419(W) AD(       ) 2
 EJ1881  NAD 27      -  34 35 54.88565(N)    092 34 04.10464(W) AD(       ) 2
 EJ1881
 EJ1881.Superseded values are not recommended for survey control.
 EJ1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1881.See file dsdata.txt to determine how the superseded data were derived.
 EJ1881
 EJ1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3961528623(NAD 83)
 EJ1881_MARKER: DS = TRIANGULATION STATION DISK
 EJ1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1881+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EJ1881
 EJ1881  HISTORY     - Date     Condition        Report By
 EJ1881  HISTORY     - 1964     MONUMENTED       CGS
 EJ1881  HISTORY     - 19980425 GOOD             USPSQD
 EJ1881  HISTORY     - 20030408 GOOD             INDIV
 EJ1881
 EJ1881                          STATION DESCRIPTION
 EJ1881
 EJ1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1881'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF CONGO ROAD,
 EJ1881'ABOUT 2-1/2 MILES NORTH AND 1 MILE EAST OF BENTON, ABOUT 1/2
 EJ1881'MILE NORTHWEST OF INTERSTATE HIGHWAY 30, IN SALEM TOWNSHIP,
 EJ1881'AND ON THE PROPERTY OF MR. H.E. WRIGHT.  IT IS 56 FEET NORTHWEST
 EJ1881'OF THE CENTERLINE OF CONGO ROAD, 43 FEET NORTHEAST OF THE
 EJ1881'CENTERLINE OF A DRIVEWAY, 72 FEET EAST OF THE SOUTHEAST
 EJ1881'CORNER OF A SMALL FRAME CHURCH BUILDING, 15 FEET WEST OF A
 EJ1881'WITNESS POST, 14 FEET WEST OF A FENCE CORNER, AND 9 FEET
 EJ1881'SOUTHWEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 EJ1881'AND THE DISK IS STAMPED SALEM 1964.
 EJ1881'
 EJ1881'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 30 AND
 EJ1881'CONGO ROAD, ABOUT 2 MILES NORTHEAST OF BENTON, GO NORTHERLY
 EJ1881'ON CONGO ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT.* CONTINUE
 EJ1881'NORTH ON CONGO ROAD FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT
 EJ1881'AND THE STATION ON THE LEFT.
 EJ1881'
 EJ1881'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON A GRAVELED
 EJ1881'ROAD FOR 0.35 MILE TO A POINT WHERE THE ROAD TURNS SHARP LEFT.
 EJ1881'TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.05 MILE TO
 EJ1881'THE AZIMUTH MARK ON THE LEFT.
 EJ1881'
 EJ1881'REFERENCE MARK 1 IS 50 FEET WEST OF THE CENTERLINE OF CONGO
 EJ1881'ROAD, 20 FEET NORTH OF A 14 INCH PINE TREE, 8 FEET EAST OF
 EJ1881'A WIRE FENCE, AND 2 FEET NORTHWEST OF A POWER POLE.  THE
 EJ1881'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED SALEM NO
 EJ1881'1 1964.
 EJ1881'
 EJ1881'REFERENCE MARK 2 IS 45 FEET NORTHEAST OF THE NORTHEAST CORNER
 EJ1881'OF THE CHURCH BUILDING, AND 1 FOOT NORTHEAST OF A WIRE FENCE.
 EJ1881'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED SALEM NO
 EJ1881'2 1964.
 EJ1881'
 EJ1881'THE AZIMUTH MARK IS 11 FEET EAST OF THE CENTERLINE OF A GRAVELED
 EJ1881'ROAD, 8 FEET SOUTHWEST OF A TWIN TRUNKED 36 INCH PINE TREE, 2
 EJ1881'FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.
 EJ1881'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED SALEM
 EJ1881'1964.
 EJ1881'
 EJ1881'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ1881
 EJ1881                          STATION RECOVERY (1998)
 EJ1881
 EJ1881'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1881'RECOVERED IN GOOD CONDITION.
 EJ1881
 EJ1881                          STATION RECOVERY (2003)
 EJ1881
 EJ1881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 EJ1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0893 ***********************************************************************
 GE0893  DESIGNATION -  SALEM
 GE0893  PID         -  GE0893
 GE0893  STATE/COUNTY-  AR/FULTON
 GE0893  USGS QUAD   -  SALEM KNOB (1984)
 GE0893
 GE0893                         *CURRENT SURVEY CONTROL
 GE0893  ___________________________________________________________________
 GE0893* NAD 83(1997)-  36 22 53.96807(N)    091 49 32.42584(W)     ADJUSTED  
 GE0893* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 GE0893  ___________________________________________________________________
 GE0893  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GE0893  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE0893
 GE0893  HORZ ORDER  -  SECOND
 GE0893
 GE0893.The horizontal coordinates were established by classical geodetic methods
 GE0893.and adjusted by the National Geodetic Survey in September 1999..
 GE0893
 GE0893.The orthometric height was scaled from a topographic map.
 GE0893
 GE0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0893
 GE0893.The geoid height was determined by GEOID03.
 GE0893
 GE0893;                    North         East     Units Scale Factor Converg.
 GE0893;SPC AR N     -   227,268.886   415,642.308   MT  1.00003269   +0 06 05.2
 GE0893;SPC AR N     -   745,631.34  1,363,653.14   sFT  1.00003269   +0 06 05.2
 GE0893;UTM  15      - 4,026,921.546   605,329.106   MT  0.99973669   +0 41 47.9
 GE0893
 GE0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0893!SPC AR N     -   0.99995217  x   1.00003269  =   0.99998486
 GE0893!UTM  15      -   0.99995217  x   0.99973669  =   0.99968887
 GE0893
 GE0893|---------------------------------------------------------------------|
 GE0893| PID    Reference Object                     Distance      Geod. Az  |
 GE0893|                                                           dddmmss.s |
 GE0893| CI2259 SALEM RM 1                           23.487 METERS 05632     |
 GE0893| GE0892 SALEM LOOKOUT TOWER                  18.413 METERS 07946     |
 GE0893| GE0877 GLENCOE                             APPROX.11.1 KM 1415552.2 |
 GE0893| CI2260 SALEM RM 2                           25.686 METERS 19417     |
 GE0893|---------------------------------------------------------------------|
 GE0893
 GE0893                          SUPERSEDED SURVEY CONTROL
 GE0893
 GE0893  NAD 83(1986)-  36 22 53.97628(N)    091 49 32.42394(W) AD(       ) 2
 GE0893  NAD 27      -  36 22 53.73700(N)    091 49 31.88600(W) AD(       ) 2
 GE0893
 GE0893.Superseded values are not recommended for survey control.
 GE0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0893.See file dsdata.txt to determine how the superseded data were derived.
 GE0893
 GE0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0532926922(NAD 83)
 GE0893_MARKER: DS = TRIANGULATION STATION DISK
 GE0893_SETTING: 66 = SET IN ROCK OUTCROP
 GE0893
 GE0893  HISTORY     - Date     Condition        Report By
 GE0893  HISTORY     - 1953     MONUMENTED       CGS
 GE0893
 GE0893                          STATION DESCRIPTION
 GE0893
 GE0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0893'THE STATION IS ABOUT 0.8 MILE NORTH OF SALEM, ON THE SUMMIT
 GE0893'OF SALEM KNOB, ON LAND OWNED BY THE STATE, 92 FEET NORTHEAST
 GE0893'OF AN ANTENNA POLE, AND 15 FEET WEST OF A DRIVEWAY.
 GE0893'
 GE0893'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE0893'SALEM 1953.
 GE0893'
 GE0893'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 GE0893'IN SALEM GO NORTH ON STATE HIGHWAY 9 FOR 0.65 MILE TO A
 GE0893'GRAVEL ROAD ON THE LEFT AND A SIGN FIRE TOWER, TURN LEFT AND GO
 GE0893'ON THE GRAVEL ROAD FOR 0.65 MILE TO THE SUMMIT OF SALEM KNOB
 GE0893'AND THE STATION AS DESCRIBED.
 GE0893'
 GE0893'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND THE DISK IS
 GE0893'STAMPED SALEM NO 1 1953.
 GE0893'
 GE0893'REFERENCE MARK NO. 2 IS 15 FEET EAST-NORTHEAST OF THE ANTENNA
 GE0893'POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE0893'STAMPED SALEM NO 2 1953.
 GE0893'
 GE0893'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 GE0893'
 GE0893'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0892 ***********************************************************************
 GE0892  DESIGNATION -  SALEM LOOKOUT TOWER
 GE0892  PID         -  GE0892
 GE0892  STATE/COUNTY-  AR/FULTON
 GE0892  USGS QUAD   -  SALEM KNOB (1984)
 GE0892
 GE0892                         *CURRENT SURVEY CONTROL
 GE0892  ___________________________________________________________________
 GE0892* NAD 83(1997)-  36 22 54.07419(N)    091 49 31.69883(W)     ADJUSTED  
 GE0892* NAVD 88     -                                                        
 GE0892  ___________________________________________________________________
 GE0892  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GE0892  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE0892
 GE0892  HORZ ORDER  -  THIRD
 GE0892
 GE0892.The horizontal coordinates were established by classical geodetic methods
 GE0892.and adjusted by the National Geodetic Survey in September 1999..
 GE0892
 GE0892
 GE0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0892
 GE0892.The geoid height was determined by GEOID03.
 GE0892
 GE0892;                    North         East     Units Scale Factor Converg.
 GE0892;SPC AR N     -   227,272.189   415,660.423   MT  1.00003269   +0 06 05.6
 GE0892;SPC AR N     -   745,642.17  1,363,712.57   sFT  1.00003269   +0 06 05.6
 GE0892;UTM  15      - 4,026,925.037   605,347.180   MT  0.99973674   +0 41 48.3
 GE0892
 GE0892                          SUPERSEDED SURVEY CONTROL
 GE0892
 GE0892  NAD 83(1986)-  36 22 54.08241(N)    091 49 31.69693(W) AD(       ) 4
 GE0892  NAD 27      -  36 22 53.84300(N)    091 49 31.15900(W) AD(       ) 3
 GE0892
 GE0892.Superseded values are not recommended for survey control.
 GE0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0892.See file dsdata.txt to determine how the superseded data were derived.
 GE0892
 GE0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0534726925(NAD 83)
 GE0892_MARKER: 57 = LOOKOUT TOWER
 GE0892
 GE0892  HISTORY     - Date     Condition        Report By
 GE0892  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0892
 GE0892                          STATION DESCRIPTION
 GE0892
 GE0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0892'THE STATION IS ON THE SUMMIT OF SALEM KNOB ABOUT 0.8 MILE
 GE0892'NORTH OF SALEM.
 GE0892'
 GE0892'THE LOOKOUT TOWER HAS FOUR STEEL LEGS SUPPORTING A 6-FOOT
 GE0892'SQUARE GLASS AND STEEL HOUSE.  THE STRUCTURE IS 55 FEET
 GE0892'HIGH AND IS UNPAINTED.
 GE0892'
 GE0892'THE POINT INTERSECTED WAS THE APEX OF THE HOUSE.
 GE0892'
 GE0892'THE POINT MEASURED TO WAS AN INTERSECTION OF THE FOUR LEGS
 GE0892'AT THE BASE OF THE TOWER.
 GE0892'
 GE0892'THE DISTANCE FROM TRIANGULATION STATION SALEM IS 60.41 FEET,
 GE0892'18.413 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2075 ***********************************************************************
 EJ2075  CBN         -  This is a Cooperative Base Network Control Station.
 EJ2075  DESIGNATION -  SALIPORT
 EJ2075  PID         -  EJ2075
 EJ2075  STATE/COUNTY-  AR/SALINE
 EJ2075  USGS QUAD   -  BENTON (1984)
 EJ2075
 EJ2075                         *CURRENT SURVEY CONTROL
 EJ2075  ___________________________________________________________________
 EJ2075* NAD 83(1997)-  34 33 43.07243(N)    092 36 25.87661(W)     ADJUSTED  
 EJ2075* NAVD 88     -        97.0    (meters)     318.     (feet)  GPS OBS   
 EJ2075  ___________________________________________________________________
 EJ2075  X           -    -239,186.868 (meters)                     COMP
 EJ2075  Y           -  -5,252,762.055 (meters)                     COMP
 EJ2075  Z           -   3,597,994.786 (meters)                     COMP
 EJ2075  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 EJ2075  ELLIP HEIGHT-          70.56  (meters)          (09/21/01) GPS OBS
 EJ2075  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EJ2075
 EJ2075  HORZ ORDER  -  B
 EJ2075  ELLP ORDER  -  FOURTH    CLASS II
 EJ2075
 EJ2075.This mark is at Saline County Airport (M99)
 EJ2075
 EJ2075.The horizontal coordinates were established by GPS observations
 EJ2075.and adjusted by the National Geodetic Survey in September 1997..
 EJ2075
 EJ2075.The orthometric height was determined by GPS observations and a
 EJ2075.high-resolution geoid model.
 EJ2075
 EJ2075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2075
 EJ2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2075
 EJ2075.The ellipsoidal height was determined by GPS observations
 EJ2075.and is referenced to NAD 83.
 EJ2075
 EJ2075.The geoid height was determined by GEOID03.
 EJ2075
 EJ2075;                    North         East     Units Scale Factor Converg.
 EJ2075;SPC AR S     -   610,381.090   344,279.676   MT  0.99996075   -0 20 23.4
 EJ2075;SPC AR S     - 2,002,558.63  1,129,524.24   sFT  0.99996075   -0 20 23.4
 EJ2075;UTM  15      - 3,824,538.429   536,034.820   MT  0.99961600   +0 13 22.2
 EJ2075
 EJ2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2075!SPC AR S     -   0.99998892  x   0.99996075  =   0.99994967
 EJ2075!UTM  15      -   0.99998892  x   0.99961600  =   0.99960493
 EJ2075
 EJ2075:                Primary Azimuth Mark                     Grid Az
 EJ2075:SPC AR S     -  SALIPORT AZ MK                           179 51 18.7
 EJ2075:UTM  15      -  SALIPORT AZ MK                           179 17 33.1
 EJ2075
 EJ2075|---------------------------------------------------------------------|
 EJ2075| PID    Reference Object                     Distance      Geod. Az  |
 EJ2075|                                                           dddmmss.s |
 EJ2075| EJ2076 SALIPORT AZ MK                      APPROX. 0.6 KM 1793055.3 |
 EJ2075|---------------------------------------------------------------------|
 EJ2075
 EJ2075                          SUPERSEDED SURVEY CONTROL
 EJ2075
 EJ2075  ELLIP H (09/19/97)   70.58   (m)                       GP(       ) 4 1
 EJ2075  NAD 83(1986)-  34 33 43.08371(N)    092 36 25.86628(W) AD(       ) 1
 EJ2075  NGVD 29 (11/13/90)   97.2    (m)          319.     (f) GPS OBS        
 EJ2075
 EJ2075.Superseded values are not recommended for survey control.
 EJ2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2075.See file dsdata.txt to determine how the superseded data were derived.
 EJ2075
 EJ2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3603524538(NAD 83)
 EJ2075_MARKER: I = METAL ROD
 EJ2075_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ2075_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ2075_STAMPING: SALIPORT 1990
 EJ2075_MARK LOGO: NGS   
 EJ2075_PROJECTION: RECESSED 6 CENTIMETERS
 EJ2075_MAGNETIC: I = MARKER IS A STEEL ROD
 EJ2075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ2075+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 EJ2075_ROD/PIPE-DEPTH: 7.13 meters
 EJ2075_SLEEVE-DEPTH  : 0.93 meters
 EJ2075
 EJ2075  HISTORY     - Date     Condition        Report By
 EJ2075  HISTORY     - 1990     MONUMENTED       NGS
 EJ2075  HISTORY     - 19970417 GOOD             NGS
 EJ2075  HISTORY     - 19980425 GOOD             USPSQD
 EJ2075  HISTORY     - 20010408 GOOD             JCLS
 EJ2075  HISTORY     - 20030819 GOOD             ARHD
 EJ2075
 EJ2075                          STATION DESCRIPTION
 EJ2075
 EJ2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EJ2075'STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) WEST OF BAUXITE, 5.9 KM
 EJ2075'(3.7 MI) NORTHEAST OF HASKELL, AND 1.3 KM (0.8 MI) SOUTHWEST OF
 EJ2075'BENTON.  AT THE BENTON SALINE COUNTY AIRPORT. OWNERSHIP--SALINE
 EJ2075'COUNTY, COUNTY COURTHOUSE, BENTON AR 72015. AIRPORT MANAGER IS JOHN
 EJ2075'WELLS, SALINE COUNTY AIRPORT. BENTON AR 72015.  PHONE IS501-778-4842.
 EJ2075'TO REACH FROM THE WEST SIDE OF THE SALINE COUNTY COURTHOUSE IN BENTON.
 EJ2075'GO SOUTH ON MARKET STREET FOR 0.17 KM (0.11 MI) TO A CROSS STREET.
 EJ2075'TURN RIGHT AND GO WEST ON SOUTH STREET (U.S.HIGHWAY 70 B) FOR 1.1 KM
 EJ2075'(0.7 MI) TO A PAVED STREET ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 EJ2075'JEFFERSON STREET FOR 0.23 KM (0.14 MI) TO A PAVED STREET ON THE
 EJ2075'RIGHT.  TURN RIGHT AND GO WEST ON SMITH STREET FOR 0.57 KM (0.35 MI)
 EJ2075'TO A PAVED T-JUNCTION.  TURN LEFT AND GO SOUTH ON AIRLANE STREET FOR
 EJ2075'50 FEET TO A PAVED ROAD ON THE RIGHT. TURN RIGHT AND GO WEST AND
 EJ2075'SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.21 KM (0.13 MI)  PASSING
 EJ2075'AIRPORT OFFICE TO A LOCKED GATE.  PASS THROUGH GATE AND CONTINUE
 EJ2075'SOUTH ON ENTRANCE ROAD FOR 0.06 KM (0.04 MI) TO AN APRON. TURN LEFT
 EJ2075'AND GO EAST ACROSS THE APRON FOR 0.80 KM (0.50 MI) TO A RIGHT-OF-WAY
 EJ2075'FENCE AND THE STATION.
 EJ2075'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EJ2075'ROD ENCACED IN A 5-INCH PVC PIPE, SET 8.65 M (28.38 FT) EAST OF THE
 EJ2075'EAST EDGE OF THE APRON, 7.4 M (24.3 FT) WEST OF THE EXTENDED
 EJ2075'CENTERLINE OF A RUNWAY, 2.9 M (9.5 FT) SOUTH OF A RIGHT-OF-WAY FENCE.
 EJ2075'DESCRIBED BY R.D.BALL.
 EJ2075
 EJ2075                          STATION RECOVERY (1997)
 EJ2075
 EJ2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EJ2075'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST OF BAUXITE, 3.7 MI
 EJ2075'(6.0 KM) NORTHEAST OF HASKELL, 0.8 MI (1.3 KM) SOUTHWEST OF BENTON, AT
 EJ2075'THE SALINE COUNTY AIRPORT.  OWNERSHIP--SALINE COUNTY, COUNTY
 EJ2075'COURTHOUSE, BENTON AR 72015.  AIRPORT MANAGER IS SETH OTTS, TELEPHONE
 EJ2075'501-776-2102.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 EJ2075'HIGHWAY 30 AND STATE HIGHWAYS 5/35 AT EXIT 117, GO 0.6 MI (1.0 KM)
 EJ2075'SOUTHWESTERLY ON INTERSTATE HIGHWAY 30 TO EXIT 116.  EXIT THE
 EJ2075'INTERSTATE HIGHWAY AND GO 0.4 MI (0.6 KM) ON LOOP ROAD/I-30 OVERPASS.
 EJ2075'IMMEDIATELY AFTER CROSSING OVERPASS TURN RIGHT, SOUTHWEST ON FAIRFIELD
 EJ2075'ROAD FOR 0.3 MI (0.5 KM) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH ON
 EJ2075'AIRLANE ROAD FOR 0.08 MI (0.13 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 EJ2075'SOUTHWESTERLY, ON AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) PASSING
 EJ2075'TERMINAL BUILDING/HANGAR TO A LOCKED GATE ON THE LEFT.  TURN LEFT AND
 EJ2075'PASS THROUGH THE GATE AND GO 0.05 MI (0.08 KM) TO AN APRON AND
 EJ2075'SOUTHWEST CORNER OF TERMINAL BUILDING.  TURN LEFT, EAST FOR 0.05 MI
 EJ2075'(0.08 KM) ANGLING NORTHEASTERLY ACROSS APRON TO THE NORTH FENCE AND
 EJ2075'STATION.  THE STATION IS A PUNCH HOLE IN THE TOP OF A STAINLESS STEEL
 EJ2075'ROD ENCASED IN A 5-INCH PVC PIPE.  LOCATED 28.38 FT (8.65 M) EAST OF
 EJ2075'THE EAST EDGE OF THE APRON, 24.3 FT (7.4 M) WEST OF THE EXTENDED
 EJ2075'CENTERLINE OF THE RUNWAY AND 9.5 FT (2.9 M) SOUTH OF THE FENCE AND
 EJ2075'FIBERGLASS WITNESS POST.  RECOVERY NOTE--THE THIRD AND FOURTH NUMBERS
 EJ2075'OF THE DATE STAMPED ON THE LOGO CAP ARE NEARLY ILLEGIBLE.  THE SLEEVE
 EJ2075'DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A ROD MARK.
 EJ2075
 EJ2075                          STATION RECOVERY (1998)
 EJ2075
 EJ2075'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ2075'RECOVERED IN GOOD CONDITION.
 EJ2075
 EJ2075                          STATION RECOVERY (2001)
 EJ2075
 EJ2075'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 EJ2075'RECOVERED IN GOOD CONDITION.
 EJ2075
 EJ2075                          STATION RECOVERY (2003)
 EJ2075
 EJ2075'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ2075'ELEV BY 3-WIRE LOOP FROM U 79 (EJ0768) TO BENTON NORTH MERIDIAN
 EJ2075'(EJ0868) = 96.9957 METERS (318.227 FEET)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2076 ***********************************************************************
 EJ2076  DESIGNATION -  SALIPORT AZ MK
 EJ2076  PID         -  EJ2076
 EJ2076  STATE/COUNTY-  AR/SALINE
 EJ2076  USGS QUAD   -  BENTON (1984)
 EJ2076
 EJ2076                         *CURRENT SURVEY CONTROL
 EJ2076  ___________________________________________________________________
 EJ2076* NAD 83(1997)-  34 33 23.24917(N)    092 36 25.67394(W)     ADJUSTED  
 EJ2076* NAVD 88     -        93.6    (meters)     307.     (feet)  VERTCON   
 EJ2076  ___________________________________________________________________
 EJ2076  X           -    -239,197.335 (meters)                     COMP
 EJ2076  Y           -  -5,253,105.505 (meters)                     COMP
 EJ2076  Z           -   3,597,489.699 (meters)                     COMP
 EJ2076  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 EJ2076  ELLIP HEIGHT-          66.99  (meters)          (09/24/01) GPS OBS
 EJ2076  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ2076
 EJ2076  HORZ ORDER  -  FIRST
 EJ2076  ELLP ORDER  -  FOURTH    CLASS II
 EJ2076
 EJ2076.This mark is at Saline County Airport (M99)
 EJ2076
 EJ2076.The horizontal coordinates were established by GPS observations
 EJ2076.and adjusted by the National Geodetic Survey in September 1999..
 EJ2076
 EJ2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2076
 EJ2076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2076
 EJ2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2076
 EJ2076.The ellipsoidal height was determined by GPS observations
 EJ2076.and is referenced to NAD 83.
 EJ2076
 EJ2076.The geoid height was determined by GEOID03.
 EJ2076
 EJ2076;                    North         East     Units Scale Factor Converg.
 EJ2076;SPC AR S     -   609,770.248   344,281.220   MT  0.99995987   -0 20 23.3
 EJ2076;SPC AR S     - 2,000,554.56  1,129,529.30   sFT  0.99995987   -0 20 23.3
 EJ2076;UTM  15      - 3,823,927.842   536,042.359   MT  0.99961601   +0 13 22.2
 EJ2076
 EJ2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2076!SPC AR S     -   0.99998948  x   0.99995987  =   0.99994935
 EJ2076!UTM  15      -   0.99998948  x   0.99961601  =   0.99960550
 EJ2076
 EJ2076:                Primary Azimuth Mark                     Grid Az
 EJ2076:SPC AR S     -  SALIPORT                                 359 51 18.8
 EJ2076:UTM  15      -  SALIPORT                                 359 17 33.3
 EJ2076
 EJ2076|---------------------------------------------------------------------|
 EJ2076| PID    Reference Object                     Distance      Geod. Az  |
 EJ2076|                                                           dddmmss.s |
 EJ2076| EJ2075 SALIPORT                            APPROX. 0.6 KM 3593055.5 |
 EJ2076|---------------------------------------------------------------------|
 EJ2076
 EJ2076                          SUPERSEDED SURVEY CONTROL
 EJ2076
 EJ2076  ELLIP H (09/14/99)   67.00   (m)                       GP(       ) 4 1
 EJ2076  NAD 83(1986)-  34 33 23.26045(N)    092 36 25.66361(W) AD(       ) 1
 EJ2076  NGVD 29 (11/13/90)   93.7    (m)          307.     (f) GPS OBS        
 EJ2076
 EJ2076.Superseded values are not recommended for survey control.
 EJ2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2076.See file dsdata.txt to determine how the superseded data were derived.
 EJ2076
 EJ2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3604223928(NAD 83)
 EJ2076_MARKER: I = METAL ROD
 EJ2076_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ2076_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ2076_STAMPING: SALIPORT AZ MK 1990
 EJ2076_MARK LOGO: NGS   
 EJ2076_PROJECTION: FLUSH
 EJ2076_MAGNETIC: I = MARKER IS A STEEL ROD
 EJ2076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ2076+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 EJ2076_ROD/PIPE-DEPTH: 5.45 meters
 EJ2076_SLEEVE-DEPTH  : .93 meters
 EJ2076
 EJ2076  HISTORY     - Date     Condition        Report By
 EJ2076  HISTORY     - 1990     MONUMENTED       NGS
 EJ2076  HISTORY     - 19980425 GOOD             USPSQD
 EJ2076  HISTORY     - 20030408 GOOD             INDIV
 EJ2076  HISTORY     - 20030819 GOOD             ARHD
 EJ2076
 EJ2076                          STATION DESCRIPTION
 EJ2076
 EJ2076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EJ2076'STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) WEST OF BAUXITE. 5.9 KM
 EJ2076'(3.7 MI) NORTHEAST OF HASKELL, AND 1.3 KM (0.8 MI) SOUTHWEST OF
 EJ2076'BENTON.  AT THE BENTON SALINE COUNTY AIRPORT. OWNERSHIP--SALINE
 EJ2076'COUNTY, COUNTY COURTHOUSE, BENTON AR 72015. AIRPORT MANGER IS JOHN
 EJ2076'WELLS, SALINE COUNTY AIRPORT. BENTON AR 72015. PHONE IS 501-778-4842.
 EJ2076'TO REACH FROM THE WEST SIDE OF THE SALINE COUNTY COURTHOUSE IN BENTON,
 EJ2076'GO SOUTH ON MARKET STREET FOR 0.17 KM (0.11 MI) TO A CROSS STREET.
 EJ2076'TURN RIGHT AND GO WEST ON SOUTH STREET (U.S.HIGHWAY 70 B) FOR 1.1 KM
 EJ2076'(0.7 MI) TO A PAVED STREET ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 EJ2076'JEFFERSON STREET FOR 0.23 KM (0.14 MI) TO A PAVED STREET ON THE
 EJ2076'RIGHT.  TURN RIGHT AND GO WEST ON SMITH STREET FOR 0.57 KM (0.35 MI)
 EJ2076'TO A PAVED T-JUNCTION.  TURN LEFT AND GO SOUTH ON AIRLANE STREET FOR
 EJ2076'50 FT (15.2 M) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 EJ2076'AND SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.21 KM (0.13 MI) PASSING
 EJ2076'AIRPORT OFFICE TO A LOCKED GATE.  PASS THROUGH GATE AND CONTINUE
 EJ2076'SOUTH ON ENTRANCE ROAD FOR 0.06 KM (0.04 MI) TO AN APRON. TURN LEFT
 EJ2076'AND GO EAST ACROSS THE APRON FOR 150 FT (45.7 M) TO A TAXIWAY. TURN
 EJ2076'RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.56 KM (0.35 MI) TO THE
 EJ2076'STATION ON THE LEFT.
 EJ2076'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EJ2076'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, SET 51.5 M
 EJ2076'(169.0 FT) NORTH OF THE CENTERLINE OF A CONNECTOR, 18.1 M (59.4 FT)
 EJ2076'WEST OF THE CENTERLINE OF A RUNWAY, AND 11.3 M (37.1 FT) EAST OF THE
 EJ2076'CENTERLINE OF A TAXIWAY.
 EJ2076'DESCRIBED BY R.D.BALL.
 EJ2076
 EJ2076                          STATION RECOVERY (1998)
 EJ2076
 EJ2076'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ2076'RECOVERED IN GOOD CONDITION.
 EJ2076
 EJ2076                          STATION RECOVERY (2003)
 EJ2076
 EJ2076'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 EJ2076'RECOVERED IN GOOD CONDITION.
 EJ2076
 EJ2076                          STATION RECOVERY (2003)
 EJ2076
 EJ2076'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ2076'ELEV BY 3-WIRE LOOP FROM U 79 (EJ0768) TO BENTON NORTH MERIDIAN
 EJ2076'(EJ0868) = 93.407 METERS (306.454 FEET)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1704 ***********************************************************************
 FG1704  DESIGNATION -  SALTILLO
 FG1704  PID         -  FG1704
 FG1704  STATE/COUNTY-  AR/FAULKNER
 FG1704  USGS QUAD   -  HAMLET (1994)
 FG1704
 FG1704                         *CURRENT SURVEY CONTROL
 FG1704  ___________________________________________________________________
 FG1704* NAD 83(1997)-  35 00 14.10665(N)    092 18 11.65439(W)     ADJUSTED  
 FG1704* NAVD 88     -       233.7    (meters)     767.     (feet)  VERTCON   
 FG1704  ___________________________________________________________________
 FG1704  X           -    -210,198.466 (meters)                     COMP
 FG1704  Y           -  -5,226,120.987 (meters)                     COMP
 FG1704  Z           -   3,638,341.333 (meters)                     COMP
 FG1704  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 FG1704  ELLIP HEIGHT-         206.28  (meters)          (09/24/01) GPS OBS
 FG1704  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FG1704
 FG1704  HORZ ORDER  -  FIRST
 FG1704  ELLP ORDER  -  FOURTH    CLASS II
 FG1704
 FG1704.The horizontal coordinates were established by classical geodetic methods
 FG1704.and adjusted by the National Geodetic Survey in September 1999..
 FG1704
 FG1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1704
 FG1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1704
 FG1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1704
 FG1704.The ellipsoidal height was determined by GPS observations
 FG1704.and is referenced to NAD 83.
 FG1704
 FG1704.The geoid height was determined by GEOID03.
 FG1704
 FG1704;                    North         East     Units Scale Factor Converg.
 FG1704;SPC AR N     -    74,438.744   372,319.746   MT  0.99998687   -0 10 35.2
 FG1704;SPC AR N     -   244,221.11  1,221,519.03   sFT  0.99998687   -0 10 35.2
 FG1704;UTM  15      - 3,873,699.375   563,578.256   MT  0.99964982   +0 23 58.9
 FG1704
 FG1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1704!SPC AR N     -   0.99996762  x   0.99998687  =   0.99995449
 FG1704!UTM  15      -   0.99996762  x   0.99964982  =   0.99961745
 FG1704
 FG1704|---------------------------------------------------------------------|
 FG1704| PID    Reference Object                     Distance      Geod. Az  |
 FG1704|                                                           dddmmss.s |
 FG1704| FG1705 SALTILLO FOR COMM LOT T 18 2          8.745 METERS 09944     |
 FG1704| CI2268 SALTILLO RM 1                        30.559 METERS 14614     |
 FG1704| CI2269 SALTILLO RM 2                        16.575 METERS 25432     |
 FG1704| CI2267 SALTILLO AZ MK                                     3350121.0 |
 FG1704|---------------------------------------------------------------------|
 FG1704
 FG1704                          SUPERSEDED SURVEY CONTROL
 FG1704
 FG1704  ELLIP H (09/14/99)  206.26   (m)                       GP(       ) 4 1
 FG1704  NAD 83(1986)-  35 00 14.12552(N)    092 18 11.64206(W) AD(       ) 1
 FG1704  NAD 27      -  35 00 13.81100(N)    092 18 11.09400(W) AD(       ) 1
 FG1704  NGVD 29 (11/13/90)  233.7    (m)          767.     (f) GPS OBS        
 FG1704
 FG1704.Superseded values are not recommended for survey control.
 FG1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1704.See file dsdata.txt to determine how the superseded data were derived.
 FG1704
 FG1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6357873699(NAD 83)
 FG1704_MARKER: DS = TRIANGULATION STATION DISK
 FG1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1704_SP_SET: CONCRETE POST
 FG1704_STAMPING: SALTILLO 1940
 FG1704_MARK LOGO: CGS   
 FG1704_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1704+STABILITY: SURFACE MOTION
 FG1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1704+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 FG1704
 FG1704  HISTORY     - Date     Condition        Report By
 FG1704  HISTORY     - 1940     MONUMENTED       CGS
 FG1704  HISTORY     - 1940     GOOD             CGS
 FG1704  HISTORY     - 1967     GOOD             CGS
 FG1704  HISTORY     - 19890926 GOOD             NGS
 FG1704  HISTORY     - 19900420 GOOD
 FG1704  HISTORY     - 20030402 GOOD             INDIV
 FG1704  HISTORY     - 20050317 GOOD             ARHD
 FG1704  HISTORY     - 20060926 GOOD             JCLS
 FG1704
 FG1704                          STATION DESCRIPTION
 FG1704
 FG1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1704'STATION IS ABOUT 9-1/2 MILES SE OF CONWAY, 8 MILES NE OF
 FG1704'MAYFLOWER ON THE HIGHEST POINT OF A VERY PROMINENT TIMBERED
 FG1704'RIDGE THE HIGHEST IN THE VICINITY AND ABOUT 30 FEET W OF THE
 FG1704'SALTILLO STATE FIRE LOOKOUT TOWER.
 FG1704'
 FG1704'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FG1704'STANDARD DISKS SET IN CONCRETE.
 FG1704'
 FG1704'THE SURFACE MARK IS 23 FEET NW OF SW FOUNDATION PIER OF LOOKOUT
 FG1704'TOWER, 5.2 FEET E OF WHITE WITNESS POST.  IT PROJECTS 6 INCHES
 FG1704'ABOVE THE GROUND AND IS STAMPED SALTILLO 1940.
 FG1704'
 FG1704'REFERENCE MARK NO. 1 IS 71 FEET S OF SE FOUNDATION PIER OF
 FG1704'LOOKOUT TOWER, 3 FEET LOWER THAN STATION MARK.  IT PROJECTS
 FG1704'3 INCHES ABOVE GROUND AND IS STAMPED SALTILLO NO. 1 1940.
 FG1704'
 FG1704'REFERENCE MARK NO. 2 IS 70.5 FEET W OF SW FOUNDATION PIER,
 FG1704'1-1/2 FEET LOWER THAN STATION MARK.  IT PROJECTS 3 INCHES
 FG1704'ABOVE GROUND AND IS STAMPED SALTILLO NO. 2 1940.
 FG1704'
 FG1704'THE AZIMUTH MARK IS 39 FEET SW OF ROAD, 4.3 FEET NE OF WHITE
 FG1704'WITNESS POST.  IT PROJECTS 6 INCHES ABOVE GROUND AND IS
 FG1704'STAMPED SALTILLO 1940.
 FG1704'
 FG1704'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 64 IN MIDTOWN
 FG1704'CONWAY, GO E 8.2 MILES ON U.S. HIGHWAY 64 TO JUNCTION WITH
 FG1704'STATE HIGHWAY 36, TURN RIGHT AND FOLLOW STATE HIGHWAY 36 S
 FG1704'4.25 MILES TO SALTILLO STORE ON RIGHT, CONTINUE STRAIGHT
 FG1704'AHEAD 0.75 MILE TO ROAD LEADING LEFT JUST N OF STEEL BRIDGE,
 FG1704'TURN LEFT AND FOLLOW MAIN ROAD 1.5 MILES TO AZIMUTH MARK ON
 FG1704'RIGHT, CONTINUE 2.6 MILES TO HIGHEST POINT OF RIDGE AND
 FG1704'STATION AT LOOKOUT TOWER.
 FG1704'
 FG1704'A 37-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION.
 FG1704
 FG1704                          STATION RECOVERY (1940)
 FG1704
 FG1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 FG1704'RECOVERED IN GOOD CONDITION.
 FG1704
 FG1704                          STATION RECOVERY (1967)
 FG1704
 FG1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1704'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE
 FG1704'TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1704'
 FG1704'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF CONWAY,
 FG1704'8 MILES NORTHEAST OF MAYFLOWER, ON THE HIGHEST POINT OF A
 FG1704'PROMINENT TIMBERED RIDGE AND AT THE SITE OF THE SALTILLO
 FG1704'STATE FIRE TOWER.
 FG1704'
 FG1704'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 65 IN THE
 FG1704'EAST EDGE OF CONWAY, GO EAST ON U.S. HIGHWAY 64 FOR 8.0
 FG1704'MILES TO THE JUNCTION OF STATE HIGHWAY 36.  TURN RIGHT AND GO
 FG1704'SOUTH ON GRADED ROAD FOR 4.25 MILES TO A REVERSE FORK ON THE
 FG1704'RIGHT AND GRAHAMS GROCERY ON THE RIGHT.  CONTINUE AHEAD AND GO
 FG1704'SOUTH ON GRADED ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT, JUST
 FG1704'BEFORE REACHING A A SMALL BRIDGE.  TURN LEFT AND GO EAST ON
 FG1704'GRADED ROAD FOR 1.05 MILES TO A SIDE ROAD LEFT.  CONTINUE
 FG1704'AHEAD AND GO EAST FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT
 FG1704'FORK AND GO SOUTHEAST ON GRADED ROAD FOR 0.05 MILE TO THE
 FG1704'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD AND GO SOUTHEAST
 FG1704'FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO EAST
 FG1704'ON FARM ROAD FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK
 FG1704'AND GO SOUTHERLY ON WOODS ROAD FOR 1.5 MILES TO A FORK.  TAKE
 FG1704'THE RIGHT FORK AND GO SOUTHWEST AND WEST ON WOODS ROAD
 FG1704'FOR 1.1 MILES TO THE HIGHEST POINT AND SITE OF THE OLD
 FG1704'LOOKOUT TOWER AND STATION.
 FG1704'
 FG1704'STATION MARK IS A STANDARD DISK, STAMPED SALTILLO 1940, SET
 FG1704'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 FG1704'INCHES.  IT IS 17 FEET WEST-SOUTHWEST OF THE NORTHWEST CONCRETE
 FG1704'FOUNDATION OF THE LOOKOUT TOWER, 1 FOOT NORTH OF A METAL
 FG1704'WITNESS POST AND ON THE HIGHEST POINT OF THE RIDGE.
 FG1704'
 FG1704'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALTILLO NO 1 1940,
 FG1704'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 FG1704'3 INCHES.  IT IS 71 FEET SOUTH OF THE SOUTHEAST CONCRETE LEG
 FG1704'FOUNDATION OF THE LOOKOUT TOWER, 44 FEET SOUTH OF THE CENTER
 FG1704'OF A TRACK ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT
 FG1704'3 FEET LOWER THAN THE STATION.
 FG1704'
 FG1704'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALTILLO NO 2 1940,
 FG1704'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 FG1704'2 INCHES.  IT IS 72 FEET WEST-SOUTHWEST OF THE NORTHWEST LEG
 FG1704'FOUNDATION OF THE OLD LOOKOUT TOWER, 83 FEET NORTH OF THE CENTER
 FG1704'OF A TRACK ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND ABOUT
 FG1704'1 FOOT LOWER THAN THE STATION.
 FG1704'
 FG1704'AZIMUTH MARK IS A STANDARD DISK, STAMPED SALTILLO 1940, SET
 FG1704'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 FG1704'INCHES.  IT IS 37 FEET SOUTHWEST OF THE CENTER OF A GRADED
 FG1704'ROAD AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 FG1704
 FG1704                          STATION RECOVERY (1989)
 FG1704
 FG1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FG1704'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 FG1704'SEARCHED FOR.  STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF
 FG1704'CONWAY, 11 KM (6.8 MI) SOUTHWEST OF VILONIA, ON WILSON HILL, AN
 FG1704'EAST-WEST RANGE, ALONG A DIRT ROAD, IN A NARROW STRIP BETWEEN ROAD
 FG1704'AND EDGE OF A HILL.  OWNERSHIP--STATE DEPARTMENT OF FORESTRY.
 FG1704'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND US HIGHWAY 64
 FG1704'(EXIT 127) ON THE EAST SIDE OF CONWAY.  GO EAST ON HIGHWAY 64 FOR
 FG1704'10.98 KM (6.82 MI) TO ITS JUNCTION WITH STATE HIGHWAY 36 ON THE LEFT,
 FG1704'JUST PAST THE BRIDGE OVER PALARM CREEK.  TURN RIGHT, SOUTH, ON A
 FG1704'PAVED ROAD FOR 1.77 KM (1.10 MI) TO A FORK.  BEAR RIGHT, SOUTHWEST,
 FG1704'ON DIRT ROAD FOR 0.71 KM (0.44 MI) TO A FORK.  BEAR LEFT, SOUTH, MAIN
 FG1704'ROAD, ON DIRT, THEN PAVED ROAD FOR 3.96 KM (2.46 MI) TO A REVERSE
 FG1704'FORK RIGHT AT STORE ON THE RIGHT.  BEAR LEFT, AHEAD, SOUTHWESTERLY,
 FG1704'ON PAVED ROAD FOR 1.13 KM (0.70 MI) TO A DIRT ROAD LEFT.  TURN LEFT,
 FG1704'EAST, FOR 1.58 KM (0.98 MI) TO A ROAD LEFT. CONTINUE AHEAD, EAST, FOR
 FG1704'0.30 KM (0.19 MI) TO A FORK. BEAR RIGHT, SOUTHEAST, FOR 1.23 KM
 FG1704'(0.76 MI) TO A ROAD LEFT, UPHILL. CONTINUE AHEAD, SOUTHERLY, FOR 0.13
 FG1704'KM (0.08 MI) TO A FORK. BEAR RIGHT, SOUTH, THEN WEST, ON MAIN DIRT
 FG1704'ROAD FOR 0.33 KM (0.21 MI) TO A ROAD LEFT ON TOP OF A LOW RISE.
 FG1704'CONTINUE AHEAD, WEST, FOR 1.19 KM (0.74 MI) TO A CROSSROAD AT TOP OF
 FG1704'A LOW RISE. TURN LEFT, SOUTH, UPGRADE, FOR 1.20 KM (0.75 MI) TO A
 FG1704'FORK ON TOP OF RIDGE.  BEAR LEFT, NORTHEAST, ON A SECONDARY ROAD FOR
 FG1704'0.47 KM (0.29 MI) TO STATION ON THE LEFT AT WEST END OF HIGH GROUND
 FG1704'AREA.
 FG1704'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 FG1704'(NORTHEAST CORNER MISSING) PROJECTING 5 CM.  IT IS 8.2 M (26.9 FT)
 FG1704'NORTH OF, AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD CENTER, 0.4 M
 FG1704'(1.3 FT) EAST OF A FIBERGLASS WITNESS POST, 6.0 M (19.7 FT)
 FG1704'WEST-NORTHWEST OF NORTHWEST CONCRETE BASE OF LOOKOUT TOWER, 30.1 M
 FG1704'(98.8 FT) NORTHEAST OF A UTILITY POLE AT TELEPHONE PEDESTAL SS, AND
 FG1704'41.5 M (136.2 FT) (MEASURED ALONG THE ROAD CENTER), WEST OF CENTER OF
 FG1704'A DOUBLE METAL GATE ON SOUTH SIDE OF THE ROAD.
 FG1704'NOTE--WATCH OUT FOR THE SNAKES.
 FG1704
 FG1704                          STATION RECOVERY (1990)
 FG1704
 FG1704'RECOVERED 1990
 FG1704'RECOVERED IN GOOD CONDITION.
 FG1704
 FG1704                          STATION RECOVERY (2003)
 FG1704
 FG1704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 FG1704'RECOVERED IN GOOD CONDITION.
 FG1704
 FG1704                          STATION RECOVERY (2005)
 FG1704
 FG1704'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG1704'RECOVERED IN GOOD CONDITION.
 FG1704
 FG1704                          STATION RECOVERY (2006)
 FG1704
 FG1704'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FG1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1944 ***********************************************************************
 FF1944  DESIGNATION -  SANDERS
 FF1944  PID         -  FF1944
 FF1944  STATE/COUNTY-  AR/CRITTENDEN
 FF1944  USGS QUAD   -  JERICHO (1993)
 FF1944
 FF1944                         *CURRENT SURVEY CONTROL
 FF1944  ___________________________________________________________________
 FF1944* NAD 83(1997)-  35 21 51.42161(N)    090 11 09.13641(W)     ADJUSTED  
 FF1944* NAVD 88     -        69.7    (meters)     229.     (feet)  VERTCON   
 FF1944  ___________________________________________________________________
 FF1944  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FF1944  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF1944
 FF1944  HORZ ORDER  -  FIRST
 FF1944
 FF1944.The horizontal coordinates were established by classical geodetic methods
 FF1944.and adjusted by the National Geodetic Survey in September 1999..
 FF1944
 FF1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1944
 FF1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1944
 FF1944.The geoid height was determined by GEOID03.
 FF1944
 FF1944;                    North         East     Units Scale Factor Converg.
 FF1944;SPC AR N     -   115,893.637   564,852.514   MT  0.99994326   +1 03 20.3
 FF1944;SPC AR N     -   380,227.71  1,853,186.96   sFT  0.99994326   +1 03 20.3
 FF1944;SPC TN       -   122,517.771   219,703.601   MT  0.99998180   -2 27 02.1
 FF1944;SPC TN       -   401,960.39    720,810.90   sFT  0.99998180   -2 27 02.1
 FF1944;UTM  15      - 3,917,077.850   755,684.852   MT  1.00040573   +1 37 46.6
 FF1944
 FF1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1944!SPC AR N     -   0.99999337  x   0.99994326  =   0.99993663
 FF1944!SPC TN       -   0.99999337  x   0.99998180  =   0.99997517
 FF1944!UTM  15      -   0.99999337  x   1.00040573  =   1.00039909
 FF1944
 FF1944|---------------------------------------------------------------------|
 FF1944| PID    Reference Object                     Distance      Geod. Az  |
 FF1944|                                                           dddmmss.s |
 FF1944| CI5473 SANDERS RM 6                         16.215 METERS 00201     |
 FF1944| CI5468 SANDERS RM 1                        320.400 METERS 00255     |
 FF1944| FF1956 THRESHER 2                          APPROX. 1.8 KM 0611000.9 |
 FF1944| CI5470 SANDERS RM 3                         34.659 METERS 07204     |
 FF1944| CI5467 SANDERS AZ MK                                      0885005.7 |
 FF1944| FF1978 NATIONAL MEMPHIS GARAGE OCC LT      APPROX.29.6 KM 1510733.9 |
 FF1944| CI5469 SANDERS RM 2                         73.400 METERS 28200     |
 FF1944| CI5472 SANDERS RM 5                         30.098 METERS 29856     |
 FF1944| CI5471 SANDERS RM 4                         27.941 METERS 30016     |
 FF1944|---------------------------------------------------------------------|
 FF1944
 FF1944                          SUPERSEDED SURVEY CONTROL
 FF1944
 FF1944  NAD 83(1997)-  35 21 51.42200(N)    090 11 09.13624(W) AD(       ) 1
 FF1944  NAD 83(1997)-  35 21 51.43252(N)    090 11 09.13667(W) AD(       ) 1
 FF1944  NAD 83(1986)-  35 21 51.43297(N)    090 11 09.13674(W) AD(       ) 1
 FF1944  NAD 27      -  35 21 51.12560(N)    090 11 08.79890(W) AD(       ) 1
 FF1944  NGVD 29 (07/19/86)   69.7    (m)          229.     (f) VERT ANG       
 FF1944
 FF1944.Superseded values are not recommended for survey control.
 FF1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1944.See file dsdata.txt to determine how the superseded data were derived.
 FF1944
 FF1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5568517078(NAD 83)
 FF1944_MARKER: DS = TRIANGULATION STATION DISK
 FF1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1944
 FF1944  HISTORY     - Date     Condition        Report By
 FF1944  HISTORY     - 1929     MONUMENTED       CGS
 FF1944  HISTORY     - 1935     GOOD             CGS
 FF1944  HISTORY     - 1948     GOOD             USE
 FF1944  HISTORY     - 1954     GOOD             CGS
 FF1944  HISTORY     - 1979     GOOD             NGS
 FF1944
 FF1944                          STATION DESCRIPTION
 FF1944
 FF1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FF1944'ABOUT 5 MILES EAST OF TURRELL, ABOUT 1 MILE SOUTHWEST OF
 FF1944'OLD COTTON GIN AND STORE OF SANDERS PLANTATION, ABOUT 1
 FF1944'MILE SOUTH OF ROAD RUNNING EAST FROM TURRELL, 1/2 MILE WEST
 FF1944'OF GRAVEL ROAD LEADING INTO MARION BY WAY OF CLARKSDALE,
 FF1944'IN NORTHWEST CORNER OF OLD NEGRO GRAVEYARD, ON LAND OWNED BY
 FF1944'O.L. SANDERS, 59 FEET SOUTH OF ROAD RUNNING EAST AND WEST,
 FF1944'AND 72 FEET EAST OF ROAD RUNNING NORTH AND SOUTH.  SURFACE
 FF1944'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FF1944'REFERENCE MARKS ARE STANDARD REFERENCE
 FF1944'DISKS IN CONCRETE.  NO. 1 IS 11 FEET WEST OF ROAD
 FF1944'RUNNING NORTH AND SOUTH, 696 FEET NORTH OF ROAD RUNNING EAST
 FF1944'AND WEST, AT SOUTHEAST CORNER OF COTTON PICK-UP SHED, AND
 FF1944'230.4 METERS (756 FEET) FROM STATION, N 02 DEG 54 MIN 56 SEC E.
 FF1944'NO. 2 IS 11 FEET SOUTH OF EAST-AND-WEST
 FF1944'ROAD, 165 FEET WEST OF THE ROAD RUNNING NORTH AND SOUTH,
 FF1944'AND 73.4 METERS (241 FEET) FROM STATION, N 78 DEG 00 MIN W.
 FF1944'STATION B.M.  THRESHER (M. R. C.) (SEE
 FF1944'DESCRIPTION THEREOF) IS 1,792.36 METERS (5,880.4 FEET)
 FF1944'FROM STATION, N 58 DEG 08 MIN 12 SEC E.
 FF1944
 FF1944                          STATION RECOVERY (1935)
 FF1944
 FF1944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FF1944'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 FF1944'TO BE IN GOOD CONDITION.  ORIGINAL DESCRIPTION STILL HOLDS.
 FF1944
 FF1944                          STATION RECOVERY (1948)
 FF1944
 FF1944'RECOVERY NOTE BY US ENGINEERS 1948 (PF)
 FF1944'RECOVERED O.K. RM 1 ALSO FOUND O.K.
 FF1944
 FF1944                          STATION RECOVERY (1954)
 FF1944
 FF1944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1944'THE STATION MARK WAS RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 FF1944'BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  TWO NEW REFERENCE
 FF1944'MARKS AND A NEW AZIMUTH MARK WERE SET.  A COMPLETE NEW
 FF1944'DESCRIPTION FOLLOWS-
 FF1944'
 FF1944'THE STATION IS LOCATED ABOUT 5 MILES EAST OF TURRELL, 1 MILE
 FF1944'SOUTHWEST OF A COTTON GIN, 0.2 MILE WEST OF A GRAVELED ROAD
 FF1944'AND ON LAND OWNED BY MR. O.L. SANDERS.  IT IS 60 FEET SOUTH
 FF1944'OF THE CENTER OF A DIRT ROAD, 33 FEET SOUTHWEST OF THE CENTER
 FF1944'OF A DIRT TRACK ROAD AND 4 FEET NORTH OF A WHITE 4 IN X 4 IN
 FF1944'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 FF1944'STAMPED SANDERS 1929.
 FF1944'
 FF1944'TO REACH THE STATION FROM THE CROSS STREETS JUST WEST OF THE
 FF1944'WATER TANK IN TURRELL, GO NORTH ON A MACADAM ROAD FOR 0.45
 FF1944'MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (EAST) AND
 FF1944'FOLLOW THE MAIN GRAVELED ROAD FOR 4.1 MILES TO A ROAD FORK,
 FF1944'CONTINUE ON THE RIGHT ROAD (SOUTHERLY) FOR 1 MILE TO A CROSSROADS
 FF1944'AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 FF1944'AS DESCRIBED BELOW, TURN RIGHT (WEST) AND FOLLOW A DIRT
 FF1944'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 FF1944'
 FF1944'REFERENCE MARK 3 IS 21 FEET SOUTH OF THE CENTER OF THE ROAD.
 FF1944'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SANDERS
 FF1944'NO 3 1928 1954.
 FF1944'
 FF1944'REFERENCE MARK 4 IS 15 FEET SOUTH OF THE CENTER OF THE ROAD
 FF1944'AND IN THE NORTHWEST CORNER OF A SMALL CEMETERY.  THE MARK
 FF1944'PROJECTS 5 INCHES AND THE DISK IS STAMPED SANDERS NO 4 1929
 FF1944'1954.
 FF1944'
 FF1944'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF THE GRAVELED
 FF1944'ROAD, 27 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 4 FEET
 FF1944'SOUTH-SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST AND
 FF1944'1 FOOT WEST OF A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES
 FF1944'AND THE DISK IS STAMPED SANDERS 1954.
 FF1944'
 FF1944'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 38 METERS.
 FF1944
 FF1944                          STATION RECOVERY (1979)
 FF1944
 FF1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1944'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 FF1944'CONDITION.  REFERENCE MARKS 3 AND 4 WERE RECOVERED
 FF1944'DESTROYED.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 FF1944'GROUND AT THE STATION.  REFERENCE MARKS 5 AND 6 WERE
 FF1944'ESTABLISHED AT THIS TIME.  A NEW AZIMUTH MARK WAS NOT
 FF1944'ESTABLISHED AT THIS TIME, HOWEVER TRIANGULATION STATION
 FF1944'THRESHER MRC 2 COULD BE USED FOR AN AZIMUTH MARK.
 FF1944'DUE TO CHANGES A COMPLETE DESCRIPTION FOLLOWS.
 FF1944'
 FF1944'THE STATION IS LOCATED ABOUT 9.65 KM NORTHEAST OF
 FF1944'CLARKEDALE, 6.44 KM EAST-SOUTHEAST OF TURRELL, 1.6 KM WEST
 FF1944'OF THE MAIN LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI
 FF1944'RIVER, AND ON PROPERTY OF MR. PAUL PIRANI, RT. 1 BOX 71,
 FF1944'TURRELL, AR 72384.  TLEEPHONE NUMBER 501-343-2350.
 FF1944'
 FF1944'TO REACH THE STATION FROM THE POST OFFICE IN TURRELL, GO
 FF1944'EAST ON STATE HIGHWAY 42, CROSSING TWO SETS OF RAILROAD
 FF1944'TRACKS, FOR 0.24 KM (0.15 MI) TO A CROSSROAD.  TURN LEFT
 FF1944'AND GO NORTHERLY ON A PAVED ROAD FOR 0.7 KM (0.45 MI) TO
 FF1944'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A PAVED ROAD
 FF1944'FOR 6.28 KM (3.9 MI) TO WHERE THE ROAD TURNS RIGHT AND GOES
 FF1944'SOUTH.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR
 FF1944'1.6 KM (1.0 MI) TO A DIRT CROSSROAD, THE AZIMUTH MARK IS
 FF1944'THE SOUTHEAST ANGLE.  TURN RIGHT AND GO
 FF1944'WEST ON THE DIRT ROAD FOR 0.32 KM (0.2 MI) TO THE STATION
 FF1944'ON THE LEFT, AT THE EAST EDGE OF A SMALL CEMETERY.
 FF1944'
 FF1944'THE STATION IS A STANDARD CGS DISK
 FF1944'STAMPED---SANDERS 1929---,
 FF1944'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FF1944'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 FF1944'21.1 METERS SOUTH FROM THE CENTER OF A FIELD ROAD,
 FF1944'1.22 METERS SOUTH-SOUTHWEST FROM A METAL WITNESS POST AND
 FF1944'1.1 METERS NORTH-NORTHEAST FROM A WOODEN WITNESS POST.
 FF1944'
 FF1944'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK
 FF1944'STAMPED---SANDERS 1929 NO 5 1979---,
 FF1944'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1944'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 FF1944'6.58 METERS SOUTH FROM THE CENTER OF A DIRT FIELD ROAD AND
 FF1944'0.3 METER SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 FF1944'MARK IS ABOVE STATION 0.3 METER.
 FF1944'
 FF1944'REFERENCE MARK NUMBER 06 IS A STANDARD NGS DISK
 FF1944'STAMPED---SANDERS 1929 NO 6 1979---,
 FF1944'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1944'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 FF1944'5.0 METERS SOUTH FROM THE CENTER OF A DIRT FIELD ROAD AND
 FF1944'0.5 METER SOUTHEAST FROM A METAL WITNESS POST.
 FF1944'MARK IS LEVEL WITH STATION.
 FF1944'
 FF1944'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 FF1944'STAMPED---SANDERS 1954---,
 FF1944'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1944'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 FF1944'8.8 METERS EAST FROM THE CENTER OF A GRAVEL ROAD,
 FF1944'8.2 METERS SOUTH FROM THE CENTER OF A DIRT ROAD, AND
 FF1944'0.4 METER WEST FROM A TELEPHONE POLE.
 FF1944'
 FF1944'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FF1944'AN EDM TIE WAS MADE TO TRIANGULATION STATION THRESHER MRC 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1584 ***********************************************************************
 DL1584  DESIGNATION -  SARATOGA
 DL1584  PID         -  DL1584
 DL1584  STATE/COUNTY-  AR/HOWARD
 DL1584  USGS QUAD   -  MINERAL SPRINGS SOUTH (1975)
 DL1584
 DL1584                         *CURRENT SURVEY CONTROL
 DL1584  ___________________________________________________________________
 DL1584* NAD 83(1997)-  33 45 17.44213(N)    093 54 27.65779(W)     ADJUSTED  
 DL1584* NAVD 88     -       151.83   (+/-2cm)     498.1    (feet)  VERTCON   
 DL1584  ___________________________________________________________________
 DL1584  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DL1584  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DL1584
 DL1584  HORZ ORDER  -  FIRST
 DL1584  VERT ORDER  -  THIRD ? (See Below)
 DL1584
 DL1584.The horizontal coordinates were established by classical geodetic methods
 DL1584.and adjusted by the National Geodetic Survey in September 1999..
 DL1584
 DL1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1584.The vertical order pertains to the NGVD 29 superseded value.
 DL1584
 DL1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1584
 DL1584.The geoid height was determined by GEOID03.
 DL1584
 DL1584;                    North         East     Units Scale Factor Converg.
 DL1584;SPC AR S     -   522,338.927   223,277.008   MT  0.99993030   -1 04 03.8
 DL1584;SPC AR S     - 1,713,706.96    732,534.65   sFT  0.99993030   -1 04 03.8
 DL1584;UTM  15      - 3,735,344.228   415,936.080   MT  0.99968712   -0 30 15.7
 DL1584
 DL1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1584!SPC AR S     -   0.99998042  x   0.99993030  =   0.99991072
 DL1584!UTM  15      -   0.99998042  x   0.99968712  =   0.99966754
 DL1584
 DL1584|---------------------------------------------------------------------|
 DL1584| PID    Reference Object                     Distance      Geod. Az  |
 DL1584|                                                           dddmmss.s |
 DL1584| CX6221 SARATOGA RM 1                        15.349 METERS 04323     |
 DL1584| CX6220 SARATOGA AZ MK                                     1304331.7 |
 DL1584| DL1573 LOOKOUT TOWER 10 4 AFC              APPROX. 8.5 KM 1431543.8 |
 DL1584| DL1575 DALLAS LITTLE ROCK AWY BCN 18       APPROX.20.6 KM 1550726.2 |
 DL1584| DM1171 JEAN                                APPROX.14.5 KM 2504941.7 |
 DL1584| CX6222 SARATOGA RM 2                        18.188 METERS 27208     |
 DL1584| DL1583 OKAY IDEAL CEMENT CO TANK           APPROX. 2.0 KM 3082409.1 |
 DL1584| DL1586 OKAY IDEAL CEMENT CO STACK          APPROX. 2.4 KM 3120219.8 |
 DL1584| DL1582 MINERAL SPRINGS MUNICIPAL TANK      APPROX.13.4 KM 3542634.5 |
 DL1584|---------------------------------------------------------------------|
 DL1584
 DL1584                          SUPERSEDED SURVEY CONTROL
 DL1584
 DL1584  NAD 83(1997)-  33 45 17.44787(N)    093 54 27.65248(W) AD(       ) 1
 DL1584  NAD 83(1997)-  33 45 17.44793(N)    093 54 27.65228(W) AD(       ) 1
 DL1584  NAD 83(1986)-  33 45 17.44996(N)    093 54 27.64745(W) AD(       ) 1
 DL1584  NAD 27      -  33 45 17.02100(N)    093 54 26.97000(W) AD(       ) 1
 DL1584  NGVD 29 (07/19/86)  151.84   (m)          498.2    (f) LEVELING    3  
 DL1584
 DL1584.Superseded values are not recommended for survey control.
 DL1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1584.See file dsdata.txt to determine how the superseded data were derived.
 DL1584
 DL1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1593635344(NAD 83)
 DL1584_MARKER: DS = TRIANGULATION STATION DISK
 DL1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1584
 DL1584  HISTORY     - Date     Condition        Report By
 DL1584  HISTORY     - 1941     MONUMENTED       CGS
 DL1584  HISTORY     - 1949     GOOD             CGS
 DL1584  HISTORY     - 1951     GOOD             CGS
 DL1584  HISTORY     - 1963     GOOD             CGS
 DL1584
 DL1584                          STATION DESCRIPTION
 DL1584
 DL1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1584'STATION IS LOCATED AT THE NW EDGE OF THE TOWN OF SARATOGA,
 DL1584'ON A PROMINENT HILL, IN SEC. 32, T. 11 S, R. 27 W, AND ON THE
 DL1584'PROPERTY OF DAVID HOPKINS, COLORED.  IT IS 24 FEET SE OF THE SE
 DL1584'CORNER OF THE HOPKINS HOUSE, IS STAMPED SARATOGA 1941 AND IS
 DL1584'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS
 DL1584'ABOUT 30 INCHES BENEATH THE SURFACE.
 DL1584'
 DL1584'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1584'BRONZE DISKS SET IN CONCRETE.
 DL1584'
 DL1584'REFERENCE MARK NO. 1 IS 54 FEET E OF THE E SIDE OF THE HOUSE
 DL1584'AND 18 FEET E OF THE SW CORNER OF A GARDEN FENCE.  IT IS STAMPED
 DL1584'SARATOGA NO. 1 1941 AND PROJECTS 5 INCHES.
 DL1584'
 DL1584'REFERENCE MARK NO. 2 IS 24 FEET SW OF THE SW CORNER OF THE HOUSE.
 DL1584'IT IS STAMPED SARATOGA NO. 2 1941 AND PROJECTS 5 INCHES.
 DL1584'
 DL1584'THE AZIMUTH MARK IS 2-1/2 FEET NW OF THE NE CORNER OF A WHITE
 DL1584'FRAME CHURCH (CHURCH OF CHRIST), 110 FEET N OF THE CENTER LINE
 DL1584'OF AN E-W GRAVEL ROAD AND 6 FEET SW OF A WHITE REFERENCE POST.
 DL1584'IT IS STAMPED SARATOGA 1941 AND PROJECTS ABOUT 6 INCHES.
 DL1584'
 DL1584'TO REACH THE STATION FROM THE CENTER OF TOWN IN SARATOGA, WHERE
 DL1584'STATE HIGHWAY 55 MAKES A RIGHT-ANGLE TURN TO THE N, GO W ON A
 DL1584'GRAVEL STREET FOR 0.1 MILE AND CONTINUE STRAIGHT AHEAD (W) AT A
 DL1584'FORKS, GO 0.15 MILE AND TAKE ANOTHER RIGHT FORK N UP HILL 0.1 MILE TO
 DL1584'THE SUMMIT OF THE HILL AND THE STATION.
 DL1584'
 DL1584'A 116-FOOT SIGNAL AT MC NAB IS VISIBLE FROM THE GROUND.
 DL1584'
 DL1584'A 90-FOOT SIGNAL AT JEAN, IS VISIBLE FROM THE GROUND.
 DL1584'
 DL1584'AN 87-FOOT SIGNAL AT LOMMOND IS VISIBLE FROM THE GROUND.
 DL1584'
 DL1584'A 77-FOOT SIGNAL AT PATE IS VISIBLE FROM THE GROUND.
 DL1584'
 DL1584'A 126-FOOT SIGNAL AT NASHVILLE MAGNETIC IS VISIBLE FROM THE
 DL1584'GROUND.
 DL1584'
 DL1584'A 103-FOOT SIGNAL AT YANCY IS VISIBLE FROM THE GROUND.
 DL1584
 DL1584                          STATION RECOVERY (1949)
 DL1584
 DL1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DL1584'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DL1584'DESCRIBED.
 DL1584'
 DL1584'THE ORIGINAL AZIMUTH MARK WAS REMOVED FROM A NEW ROAD WAY
 DL1584'LEADING TO THE BACK OF THE CHURCH YARD AFTER A NEW AZIMUTH
 DL1584'MARK WAS SET.  THE NEW MARK IS A STANDARD AZIMUTH DISK STAMPED
 DL1584'SARATOGA 1941 RESET 1949, IN A CONCRETE MONUMENT 12 INCHES SQUARE,
 DL1584'30 INCHES DEEP AND PROJECTING ABOUT 3 INCHES.  IT WAS SET EXACTLY
 DL1584'IN THE LINE OF THE ORIGINAL AZIMUTH MARK AND IS ABOUT 20 FEET
 DL1584'FARTHER FROM THE STATION.  IT IS IN THE SOUTH LINE OF THE
 DL1584'CHURCH PROPERTY, 48 FEET NORTH FROM THE NORTH EDGE OF THE
 DL1584'EAST-WEST ROAD WHICH IS THE MAIN STREET THROUGH SARATOGA
 DL1584'AND IS 57 FEET SOUTH EAST FROM THE SOUTH EAST SIDE OF THE
 DL1584'NEW CHURCH BUILDING.
 DL1584
 DL1584                          STATION RECOVERY (1951)
 DL1584
 DL1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1584'THE STATION WAS RECOVERED AS DESCRIBED IN 1941.  THE STATION AND
 DL1584'THE TWO REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  ALL
 DL1584'MEASUREMENTS AND THE TO REACH ARE ADEQUATE AND CORRECT.  NO
 DL1584'DIRECTIONS WERE TAKEN TO THE MARKS.
 DL1584'
 DL1584'THE AZIMUTH MARK WAS FOUND TO HAVE BEEN RESET IN 1949.  IT IS NOW
 DL1584'87 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVEL ROAD, 65 FEET
 DL1584'NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK CHURCH (CHURCH OF
 DL1584'CHRIST), AND 26 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 DL1584'TOOL SHED.  IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 DL1584'SARATOGA 1941 RESET 1949.
 DL1584
 DL1584                          STATION RECOVERY (1963)
 DL1584
 DL1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DL1584'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1584'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 DL1584'ACCURATE WITH THE EXCEPTION THAT THE NUMBER OF THE STATE HIGHWAY
 DL1584'HAS BEEN CHANGED FROM 55 TO 355.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0868 ***********************************************************************
 EK0868  DESIGNATION -  SARDIS
 EK0868  PID         -  EK0868
 EK0868  STATE/COUNTY-  AR/SEVIER
 EK0868  USGS QUAD   -  GENEVA (1966)
 EK0868
 EK0868                         *CURRENT SURVEY CONTROL
 EK0868  ___________________________________________________________________
 EK0868* NAD 83(1997)-  34 06 03.13455(N)    094 08 07.01043(W)     ADJUSTED  
 EK0868* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 EK0868  ___________________________________________________________________
 EK0868  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 EK0868  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EK0868
 EK0868  HORZ ORDER  -  THIRD
 EK0868
 EK0868.The horizontal coordinates were established by classical geodetic methods
 EK0868.and adjusted by the National Geodetic Survey in September 1999..
 EK0868
 EK0868.The orthometric height was scaled from a topographic map.
 EK0868
 EK0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0868
 EK0868.The geoid height was determined by GEOID03.
 EK0868
 EK0868;                    North         East     Units Scale Factor Converg.
 EK0868;SPC AR S     -   561,125.455   202,996.249   MT  0.99991914   -1 11 42.3
 EK0868;SPC AR S     - 1,840,959.10    665,996.86   sFT  0.99991914   -1 11 42.3
 EK0868;UTM  15      - 3,773,922.120   395,280.811   MT  0.99973518   -0 38 11.6
 EK0868
 EK0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0868!SPC AR S     -   0.99997847  x   0.99991914  =   0.99989761
 EK0868!UTM  15      -   0.99997847  x   0.99973518  =   0.99971365
 EK0868
 EK0868|---------------------------------------------------------------------|
 EK0868| PID    Reference Object                     Distance      Geod. Az  |
 EK0868|                                                           dddmmss.s |
 EK0868| CX6223 SARDIS RM 1                          20.620 METERS 03431     |
 EK0868| DM1168 PROVO                               APPROX.11.9 KM 1813537.4 |
 EK0868| EK0869 BETHEL LOOKOUT TOWER                APPROX. 9.2 KM 1961519.8 |
 EK0868| CX6224 SARDIS RM 2                          20.148 METERS 23701     |
 EK0868|---------------------------------------------------------------------|
 EK0868
 EK0868                          SUPERSEDED SURVEY CONTROL
 EK0868
 EK0868  NAD 83(1997)-  34 06 03.14023(N)    094 08 07.00787(W) AD(       ) 3
 EK0868  NAD 83(1986)-  34 06 03.14295(N)    094 08 07.00306(W) AD(       ) 3
 EK0868  NAD 27      -  34 06 02.74100(N)    094 08 06.29070(W) AD(       ) 3
 EK0868
 EK0868.Superseded values are not recommended for survey control.
 EK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0868.See file dsdata.txt to determine how the superseded data were derived.
 EK0868
 EK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9528173922(NAD 83)
 EK0868_MARKER: DS = TRIANGULATION STATION DISK
 EK0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EK0868
 EK0868  HISTORY     - Date     Condition        Report By
 EK0868  HISTORY     - 1951     MONUMENTED       CGS
 EK0868  HISTORY     - 1962     GOOD             CGS
 EK0868
 EK0868                          STATION DESCRIPTION
 EK0868
 EK0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 EK0868'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST AND 1-1/2 MILES
 EK0868'SOUTH OF DIERKS, ON LAND OWNED BY MR. ALDERSON, AND RENTED
 EK0868'BY J.J. WATSON.  IT IS 70 FEET EAST OF THE NORTHEAST CORNER
 EK0868'OF A HOUSE, 70 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 EK0868'70, AND 59 FEET WEST OF A POWERLINE POLE.
 EK0868'
 EK0868'TO REACH THE STATION FROM THE POST OFFICE IN DIERKS--GO
 EK0868'SOUTHWESTERLY ON HIGHWAY 70 FOR 6.95 MILES TO A SCHOOL HOUSE
 EK0868'ON THE RIGHT.  CONTINUE SOUTHWESTERLY ON THE HIGHWAY FOR 1.4
 EK0868'MILES TO THE HOUSE AND THE STATION ON THE RIGHT.
 EK0868'
 EK0868'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 EK0868'
 EK0868'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 EK0868'STAMPED SARDIS 1951.
 EK0868'
 EK0868'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF A
 EK0868'TRACK ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 EK0868'SARDIS NO 1 1951.
 EK0868'
 EK0868'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE.  THE MARK IS
 EK0868'FLUSH WITH THE GROUND AND THE DISK IS STAMPED SARDIS NO 2 1951.
 EK0868'
 EK0868'ALL THE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 EK0868'CONCRETE CYLINDERS.
 EK0868'
 EK0868'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EK0868
 EK0868                          STATION RECOVERY (1962)
 EK0868
 EK0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EK0868'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 EK0868'GOOD CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 EK0868'
 EK0868'THE STATION WAS RECOVERED ON OLD U.S. HIGHWAY 70.  TO REACH
 EK0868'THE STATION FROM DIERKS, FROM THE JUNCTION OF U.S. HIGHWAY
 EK0868'70 AND STATE HIGHWAY 4, GO SOUTHWEST ON U.S. 70 FOR ABOUT
 EK0868'4.4 MILES TO THE BRIDGE OVER THE SALINE RIVER, CONTINUE
 EK0868'ON HIGHWAY FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 EK0868'AND FOLLOW MAIN ROAD (OLD U.S. 70) FOR ABOUT 3.0 MILES TO A
 EK0868'POINT WHERE THE ROAD TURNS LEFT AND STATION ON TOP OF BANK
 EK0868'STRAIGHT AHEAD.
 EK0868'
 EK0868'THE STATION IS AT AN OLD BUILDING SITE, BETWEEN THE MAIN
 EK0868'ROAD AND A ROAD LEADING NORTH AND IS ABOUT 15 FEET NORTH-NORTHEAST
 EK0868'OF A LARGE OAK TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1823 ***********************************************************************
 FG1823  DESIGNATION -  SATTLER
 FG1823  PID         -  FG1823
 FG1823  STATE/COUNTY-  AR/NEWTON
 FG1823  USGS QUAD   -  BOXLEY (1975)
 FG1823
 FG1823                         *CURRENT SURVEY CONTROL
 FG1823  ___________________________________________________________________
 FG1823* NAD 83(1997)-  35 55 13.27117(N)    093 23 29.86066(W)     ADJUSTED  
 FG1823* NAVD 88     -       697.4    (meters)    2288.     (feet)  VERTCON   
 FG1823  ___________________________________________________________________
 FG1823  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FG1823  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG1823
 FG1823  HORZ ORDER  -  FIRST
 FG1823
 FG1823.The horizontal coordinates were established by classical geodetic methods
 FG1823.and adjusted by the National Geodetic Survey in September 1999..
 FG1823
 FG1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1823
 FG1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1823
 FG1823.The geoid height was determined by GEOID03.
 FG1823
 FG1823;                    North         East     Units Scale Factor Converg.
 FG1823;SPC AR N     -   176,956.006   274,409.717   MT  0.99995309   -0 48 35.2
 FG1823;SPC AR N     -   580,563.16    900,292.55   sFT  0.99995309   -0 48 35.2
 FG1823;UTM  15      - 3,975,185.347   464,667.959   MT  0.99961538   -0 13 47.1
 FG1823
 FG1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1823!SPC AR N     -   0.99989493  x   0.99995309  =   0.99984803
 FG1823!UTM  15      -   0.99989493  x   0.99961538  =   0.99951035
 FG1823
 FG1823|---------------------------------------------------------------------|
 FG1823| PID    Reference Object                     Distance      Geod. Az  |
 FG1823|                                                           dddmmss.s |
 FG1823| CI2281 SATTLER RM 1                         37.996 METERS 19531     |
 FG1823| CI2280 SATTLER AZ MK                                      1980323.0 |
 FG1823| CI2282 SATTLER RM 2                         38.380 METERS 27042     |
 FG1823|---------------------------------------------------------------------|
 FG1823
 FG1823                          SUPERSEDED SURVEY CONTROL
 FG1823
 FG1823  NAD 83(1997)-  35 55 13.28165(N)    093 23 29.86236(W) AD(       ) 1
 FG1823  NAD 83(1986)-  35 55 13.28068(N)    093 23 29.86645(W) AD(       ) 1
 FG1823  NAD 27      -  35 55 13.00103(N)    093 23 29.21216(W) AD(       ) 1
 FG1823  NGVD 29 (07/19/86)  697.3    (m)         2288.     (f) VERT ANG       
 FG1823
 FG1823.Superseded values are not recommended for survey control.
 FG1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1823.See file dsdata.txt to determine how the superseded data were derived.
 FG1823
 FG1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6466875185(NAD 83)
 FG1823_MARKER: DS = TRIANGULATION STATION DISK
 FG1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1823
 FG1823  HISTORY     - Date     Condition        Report By
 FG1823  HISTORY     - 1971     MONUMENTED       NGS
 FG1823
 FG1823                          STATION DESCRIPTION
 FG1823
 FG1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1823'THE STATION IS ABOUT 10 MILES NORTH AND 4 MILES EAST OF FALLSVILLE, 4
 FG1823'MILES SOUTH AND 1 MILE EAST OF BOXLEY AND 0.4 MILE WEST OF STATE
 FG1823'HIGHWAY 21, NEAR THE 1/4 CORNER BETWEEN SECTIONS 26 AND 35, T. 15
 FG1823'N., R. 23 W., ON THE SUMMIT OF A HILL IN PASTURE LAND AND ON
 FG1823'PROPERTY OF QUINCY SATTLER, PHONE NUMBER 428-5989, DEER EXCHANGE.
 FG1823'
 FG1823'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 16 IN
 FG1823'FALLSVILLE, GO NORTHEAST ON HIGHWAYS 21 AND 16 FOR 8.3 MILES TO
 FG1823'WHERE THE HIGHWAYS SEPARATE.  BEAR LEFT AND GO NORTHERLY ON HIGHWAY
 FG1823'21 FOR 4.2 MILES TO THE MOSSVILLE BAPTIST CHURCH ON THE RIGHT.
 FG1823'CONTINUE NORTHERLY ON HIGHWAY 21 FOR 2.0 MILES TO A GRAVELED
 FG1823'SIDE ROAD AND A METAL GATE ON THE LEFT.  TURN LEFT, PASSING
 FG1823'THROUGH GATE AND GO NORTHWEST ON GRAVELED ROAD FOR 0.3 MILE TO
 FG1823'QUINCY SATTLERS HOUSE ON THE RIGHT AND AN IMPLEMENT SHED STRAIGHT
 FG1823'AHEAD.  TURN SHARP LEFT AND GO SOUTH ON GRADED ROAD FOR 0.3 MILE TO
 FG1823'THE STATION ON THE LEFT.
 FG1823'
 FG1823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRADED ROAD
 FG1823'FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH FOR
 FG1823'0.1 MILE.  TURN RIGHT AND GO WEST ACROSS PASTURE FOR 0.05 MILE TO
 FG1823'THE EDGE OF WOODS AND THE MARK.
 FG1823'
 FG1823'STATION MARKS ARE STANDARD DISKS, STAMPED SATTLER 1971.  THE SURFACE
 FG1823'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 FG1823'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 127.4 FEET EAST OF A
 FG1823'FENCE POST WITH A WITNESS SIGN ATTACHED AND 75.0 FEET EAST OF THE
 FG1823'CENTER OF A GRADED ROAD.  THE UNDERGROUND MARK IS SET IN AN
 FG1823'IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 FG1823'
 FG1823'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SATTLER NO 1 1971, SET
 FG1823'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1823'WITH THE GROUND SURFACE.  IT IS 118.0 FEET EAST OF A FENCE, 83.0
 FG1823'FEET EAST OF THE CENTER OF THE GRADED ROAD AND ABOUT 1 FOOT LOWER
 FG1823'THAN THE STATION.
 FG1823'
 FG1823'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SATTLER NO 2 1971, SET
 FG1823'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FG1823'WITH THE GROUND SURFACE.  IT IS 48.0 FEET WEST OF THE CENTER OF THE
 FG1823'GRADED ROAD, 1.4 FEET NORTHEAST OF THE FENCE POST WITH THE WITNESS
 FG1823'SIGN ATTACHED, 1.0 FOOT EAST OF THE FENCE AND ABOUT 4 FEET LOWER
 FG1823'THAN THE STATION.
 FG1823'
 FG1823'AZIMUTH MARK IS A STANDARD DISK, STAMPED SATTLER 1971, SET IN THE TOP
 FG1823'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 FG1823'GROUND SURFACE.  IT IS 120.0 FEET NORTHWEST OF THE HIGHEST PART OF
 FG1823'THE HILL IN THE IMMEDIATE VICINITY AND 27.0 FEET SOUTHEAST OF A
 FG1823'WITNESS POST AND EDGE OF WOODS.
 FG1823'
 FG1823'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1366 ***********************************************************************
 DK1366  DESIGNATION -  SAVAGE BOLT
 DK1366  PID         -  DK1366
 DK1366  STATE/COUNTY-  AR/ASHLEY
 DK1366  USGS QUAD   -  WILMOT (1960)
 DK1366
 DK1366                         *CURRENT SURVEY CONTROL
 DK1366  ___________________________________________________________________
 DK1366* NAD 83(1986)-  33 07 01.     (N)    091 31 43.     (W)     SCALED    
 DK1366* NAVD 88     -        32.755  (meters)     107.46   (feet)  ADJUSTED  
 DK1366  ___________________________________________________________________
 DK1366  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DK1366  DYNAMIC HT  -          32.720 (meters)     107.35  (feet)  COMP
 DK1366  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 DK1366
 DK1366  VERT ORDER  -  FIRST     CLASS II
 DK1366
 DK1366.The horizontal coordinates were scaled from a topographic map and have
 DK1366.an estimated accuracy of +/- 6 seconds.
 DK1366
 DK1366.The orthometric height was determined by differential leveling
 DK1366.and adjusted by the National Geodetic Survey in June 1991..
 DK1366
 DK1366.The geoid height was determined by GEOID03.
 DK1366
 DK1366.The dynamic height is computed by dividing the NAVD 88
 DK1366.geopotential number by the normal gravity value computed on the
 DK1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1366.degrees latitude (g = 980.6199 gals.).
 DK1366
 DK1366.The modeled gravity was interpolated from observed gravity values.
 DK1366
 DK1366;                    North         East    Units  Estimated Accuracy
 DK1366;SPC AR S     -   450,040.      444,000.      MT  (+/- 180 meters Scaled)
 DK1366
 DK1366                          SUPERSEDED SURVEY CONTROL
 DK1366
 DK1366  NGVD 29 (??/??/??)   32.859  (m)          107.80   (f) ADJUSTED    1 2
 DK1366
 DK1366.Superseded values are not recommended for survey control.
 DK1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1366.See file dsdata.txt to determine how the superseded data were derived.
 DK1366
 DK1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS372652(NAD 83)
 DK1366_MARKER: B = BOLT
 DK1366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1366_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1366
 DK1366  HISTORY     - Date     Condition        Report By
 DK1366  HISTORY     - UNK      MONUMENTED       DOD
 DK1366  HISTORY     - 1939     GOOD             CGS
 DK1366
 DK1366                          STATION DESCRIPTION
 DK1366
 DK1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1366'1.3 MI E FROM PARKDALE.
 DK1366'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 8 FROM THE MISSOURI PACIFIC
 DK1366'RAILROAD STATION AT PARKDALE, ASHLEY COUNTY, AT NORTHEAST CORNER OF
 DK1366'THE YARD OF THE S.O. SAVAGE FARMHOUSE, 46.7 FEET SOUTHEAST OF THE
 DK1366'SOUTHEAST CORNER OF THE FRONT PORCH, 46.9 FEET SOUTH OF THE CENTER OF
 DK1366'A GATE LEADING TO A WALK, 33 FEET WEST OF THE CENTER LINE OF THE
 DK1366'HIGHWAY, 22.1 FEET NORTHEAST OF A 60-INCH RED OAK TREE, AND 3.7 FEET
 DK1366'WEST OF A FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 DK1366'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1366'PROJECTING ABOUT 4 INCHES ABOVE GROUND AND BEARING A CORPS OF
 DK1366'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1367 ***********************************************************************
 DK1367  DESIGNATION -  SAVAGE CAP
 DK1367  PID         -  DK1367
 DK1367  STATE/COUNTY-  AR/ASHLEY
 DK1367  USGS QUAD   -  WILMOT (1960)
 DK1367
 DK1367                         *CURRENT SURVEY CONTROL
 DK1367  ___________________________________________________________________
 DK1367* NAD 83(1986)-  33 07 00.     (N)    091 31 43.     (W)     SCALED    
 DK1367* NAVD 88     -        33.992  (meters)     111.52   (feet)  ADJUSTED  
 DK1367  ___________________________________________________________________
 DK1367  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DK1367  DYNAMIC HT  -          33.956 (meters)     111.40  (feet)  COMP
 DK1367  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 DK1367
 DK1367  VERT ORDER  -  FIRST     CLASS II
 DK1367
 DK1367.The horizontal coordinates were scaled from a topographic map and have
 DK1367.an estimated accuracy of +/- 6 seconds.
 DK1367
 DK1367.The orthometric height was determined by differential leveling
 DK1367.and adjusted by the National Geodetic Survey in June 1991..
 DK1367
 DK1367.The geoid height was determined by GEOID03.
 DK1367
 DK1367.The dynamic height is computed by dividing the NAVD 88
 DK1367.geopotential number by the normal gravity value computed on the
 DK1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1367.degrees latitude (g = 980.6199 gals.).
 DK1367
 DK1367.The modeled gravity was interpolated from observed gravity values.
 DK1367
 DK1367;                    North         East    Units  Estimated Accuracy
 DK1367;SPC AR S     -   450,010.      444,000.      MT  (+/- 180 meters Scaled)
 DK1367
 DK1367                          SUPERSEDED SURVEY CONTROL
 DK1367
 DK1367  NGVD 29 (??/??/??)   34.096  (m)          111.86   (f) ADJUSTED    1 2
 DK1367
 DK1367.Superseded values are not recommended for survey control.
 DK1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1367.See file dsdata.txt to determine how the superseded data were derived.
 DK1367
 DK1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS372651(NAD 83)
 DK1367_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1367_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1367
 DK1367  HISTORY     - Date     Condition        Report By
 DK1367  HISTORY     - UNK      MONUMENTED       DOD
 DK1367  HISTORY     - 1939     GOOD             CGS
 DK1367
 DK1367                          STATION DESCRIPTION
 DK1367
 DK1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1367'1 MI E FROM PARKDALE.
 DK1367'B.M. SAVAGE IS A PIPE FLANGE BENCH WITH BRASS CAP.  CAP IS 4 INCHES
 DK1367'ABOVE GROUND.  ON PARKDALE TO EUDORA HIGHWAY NO. 8.  IN NORTHEAST
 DK1367'CORNER OF YARD OF HOUSE OWNED AND OCCUPIED BY S. O. SAVAGE.  46.6 FEET
 DK1367'SOUTHEAST OF SOUTHEAST CORNER OF HOUSE.  22.1 FEET NORTHEAST OF 60
 DK1367'INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2092 ***********************************************************************
 DK2092  DESIGNATION -  SAWYER
 DK2092  PID         -  DK2092
 DK2092  STATE/COUNTY-  AR/DREW
 DK2092  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK2092
 DK2092                         *CURRENT SURVEY CONTROL
 DK2092  ___________________________________________________________________
 DK2092* NAD 83(1997)-  33 44 41.54225(N)    091 49 15.58025(W)     ADJUSTED  
 DK2092* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 DK2092  ___________________________________________________________________
 DK2092  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DK2092  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DK2092
 DK2092  HORZ ORDER  -  FIRST
 DK2092
 DK2092.The horizontal coordinates were established by classical geodetic methods
 DK2092.and adjusted by the National Geodetic Survey in September 1999..
 DK2092
 DK2092.The orthometric height was scaled from a topographic map.
 DK2092
 DK2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2092
 DK2092.The geoid height was determined by GEOID03.
 DK2092
 DK2092;                    North         East     Units Scale Factor Converg.
 DK2092;SPC AR S     -   519,600.737   416,585.509   MT  0.99993116   +0 06 00.7
 DK2092;SPC AR S     - 1,704,723.42  1,366,747.62   sFT  0.99993116   +0 06 00.7
 DK2092;UTM  15      - 3,734,492.777   609,205.998   MT  0.99974702   +0 39 18.0
 DK2092
 DK2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2092!SPC AR S     -   0.99998537  x   0.99993116  =   0.99991653
 DK2092!UTM  15      -   0.99998537  x   0.99974702  =   0.99973240
 DK2092
 DK2092:                Primary Azimuth Mark                     Grid Az
 DK2092:SPC AR S     -  TYRE FIRE TOWER 4 UNIT 7                 059 30 18.6
 DK2092:UTM  15      -  TYRE FIRE TOWER 4 UNIT 7                 058 57 01.3
 DK2092
 DK2092|---------------------------------------------------------------------|
 DK2092| PID    Reference Object                     Distance      Geod. Az  |
 DK2092|                                                           dddmmss.s |
 DK2092| DK2086 TYRE FIRE TOWER 4 UNIT 7            APPROX. 7.9 KM 0593619.3 |
 DK2092| CY6425 SAWYER AZ MK                                       0671108.9 |
 DK2092| DK2091 MONTICELLO COTTON MILL TANK         APPROX.13.6 KM 1632828.9 |
 DK2092| DK2093 MONTICELLO COTTON MILL STACK        APPROX.13.6 KM 1633213.4 |
 DK2092| DK2098 MONTICELLO ARK A M COLLEGE TK       APPROX.16.9 KM 1775404.4 |
 DK2092| CY6426 SAWYER RM 1                          33.793 METERS 21508     |
 DK2092| DK2104 FIRE TOWER 5 UNIT 4                 APPROX.12.1 KM 2352134.8 |
 DK2092| DL1266 WARREN BRADLEY LUMBER LG STK        APPROX.27.6 KM 2360908.3 |
 DK2092| DL1270 WARREN BRADLEY MILL BURNER          APPROX.27.6 KM 2361137.6 |
 DK2092| DL1269 WARREN BRADLEY LUMBER SM STK        APPROX.27.6 KM 2361128.3 |
 DK2092| DL1267 WARREN BRADLEY LUMBER MILL TK       APPROX.27.7 KM 2362521.1 |
 DK2092| DL1262 WARREN SOUTHERN LUMBER CO TANK      APPROX.27.9 KM 2400607.5 |
 DK2092| DL1264 WARREN SOUTHERN LUMBER CO STK       APPROX.27.7 KM 2402522.5 |
 DK2092| CY6427 SAWYER RM 2                          32.909 METERS 33102     |
 DK2092|---------------------------------------------------------------------|
 DK2092
 DK2092                          SUPERSEDED SURVEY CONTROL
 DK2092
 DK2092  NAD 83(1986)-  33 44 41.55175(N)    091 49 15.57465(W) AD(       ) 1
 DK2092  NAD 27      -  33 44 41.17300(N)    091 49 15.10000(W) AD(       ) 1
 DK2092
 DK2092.Superseded values are not recommended for survey control.
 DK2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2092.See file dsdata.txt to determine how the superseded data were derived.
 DK2092
 DK2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0920634493(NAD 83)
 DK2092_MARKER: DS = TRIANGULATION STATION DISK
 DK2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2092
 DK2092  HISTORY     - Date     Condition        Report By
 DK2092  HISTORY     - 1939     MONUMENTED       CGS
 DK2092  HISTORY     - 1942     GOOD             CGS
 DK2092  HISTORY     - 1943     SEE DESCRIPTION  ARFUEL
 DK2092
 DK2092                          STATION DESCRIPTION
 DK2092
 DK2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2092'STATION IS 10 MILES BY ROAD N OF MONTICELLO, 16 MILES S BY
 DK2092'ROAD FROM STAR CITY, AND ABOUT 125 YARDS NE FROM MONTONGO
 DK2092'SCHOOLHOUSE, ON THE CREST OF THE FIRST KNOLL NE OF THE SCHOOLHOUSE
 DK2092'32 FEET ESE FROM GATE INTO FIELD, 41 FEET E FROM CENTER LINE
 DK2092'OF ROAD, 16-1/2 FEET E OF E FENCE LINE, 94 FEET NE FROM
 DK2092'TELEPHONE POLE W OF ROAD, ON PROPERTY OF ED. SAWYER, WITH
 DK2092'SURFACE MARK 12 INCHES UNDER GROUND.
 DK2092'
 DK2092'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2092'BRONZE DISKS SET IN CONCRETE.
 DK2092'
 DK2092'REACHED FROM MONTICELLO SQUARE BY DRIVING N ON STATE ROUTE
 DK2092'13 FOR 8.5 MILES TO RIGHT FORK AT MONTONGO SCHOOLHOUSE, TAKE
 DK2092'RIGHT FORK 0.2 MILE TO CREST OF FIRST KNOLL AND STATION ON E
 DK2092'SIDE OF ROAD.
 DK2092'
 DK2092'REFERENCE MARK NO. 1 IS SW OF STATION ON OPPOSITE SIDE OF
 DK2092'ROAD, 21 FEET S OF TELEPHONE POLE, 18 FEET W OF CENTER LINE
 DK2092'OF ROAD, 1 FOOT W OF W FENCE, PROJECTS 8 INCHES, STAMPED
 DK2092'SAWYER NO. 1 1939.  REFERENCE MARK NO. 2 IS NW OF STATION
 DK2092'IN W FENCE LINE 7 FEET S OF 10-INCH PINE TREE IN FENCE LINE,
 DK2092'14 FEET W OF CENTER LINE OF ROAD PROJECTS 6 INCHES STAMPED
 DK2092'SAWYER NO. 2 1939.
 DK2092'
 DK2092'AZIMUTH MARK IS 1/4 MILE NE OF STATION, 25 FEET N OF CENTER
 DK2092'LINE OF ROAD, 35 FEET E OF TELEPHONE POLE, APPROXIMATELY 65
 DK2092'FEET E OF CREST OF HILL, 146 FEET W OF A FENCE CORNER, 110
 DK2092'FEET W OF TELEPHONE POLE, 0.1 MILE W OF ED. BROWN BARN,
 DK2092'APPROXIMATELY 4 FEET ABOVE ROAD GRADE.  PROJECTS 6 INCHES,
 DK2092'STAMPED SAWYER 1939.
 DK2092'
 DK2092'LIGHTS AT WALL VISIBLE AT 50 FEET.
 DK2092'
 DK2092'LIGHTS AT YARBROUGH VISIBLE AT 20 FEET.
 DK2092'
 DK2092'LIGHTS AT RELFS VISIBLE AT 50 FEET.
 DK2092'
 DK2092'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS.
 DK2092
 DK2092                          STATION RECOVERY (1942)
 DK2092
 DK2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DK2092'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DK2092'CONDITION.
 DK2092'
 DK2092'MEASUREMENTS TO MARKS CHECKED.  STATION MARK IS STAMPED SAWYER
 DK2092'1939.
 DK2092'
 DK2092'A 100-FOOT LIGHT STAND AT SAWYER WAS USED TO SHOW A 116-FOOT
 DK2092'TOWER AT YARBROUGH.
 DK2092'
 DK2092'A 100-FOOT LIGHT STAND AT SAWYER WAS USED TO SHOW A 126-FOOT
 DK2092'TOWER AT WARREN.
 DK2092
 DK2092                          STATION RECOVERY (1943)
 DK2092
 DK2092'RECOVERY NOTE BY AR FUEL OIL COMPANY 1943
 DK2092'STATION HAS BEEN DUG UP.  THE REFERENCE MARKERS ARE IN GOOD
 DK2092'SHAPE.  THE HOLE WHERE THE STATION WAS DUG UP IS VERY PLAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0833 ***********************************************************************
 EK0833  DESIGNATION -  SCENIC
 EK0833  PID         -  EK0833
 EK0833  STATE/COUNTY-  AR/POLK
 EK0833  USGS QUAD   -  ACORN (1975)
 EK0833
 EK0833                         *CURRENT SURVEY CONTROL
 EK0833  ___________________________________________________________________
 EK0833* NAD 83(1997)-  34 37 41.89370(N)    094 15 00.76049(W)     ADJUSTED  
 EK0833* NAVD 88     -       764.     (meters)    2507.     (feet)  SCALED    
 EK0833  ___________________________________________________________________
 EK0833  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 EK0833  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EK0833
 EK0833  HORZ ORDER  -  FIRST
 EK0833
 EK0833.The horizontal coordinates were established by classical geodetic methods
 EK0833.and adjusted by the National Geodetic Survey in September 1999..
 EK0833
 EK0833.The orthometric height was scaled from a topographic map.
 EK0833
 EK0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0833
 EK0833.The geoid height was determined by GEOID03.
 EK0833
 EK0833;                    North         East     Units Scale Factor Converg.
 EK0833;SPC AR S     -   619,842.474   193,680.147   MT  0.99997207   -1 15 33.9
 EK0833;SPC AR S     - 2,033,599.85    635,432.28   sFT  0.99997207   -1 15 33.9
 EK0833;SPC AR N     -    35,083.221   193,660.472   MT  1.00007395   -1 18 33.8
 EK0833;SPC AR N     -   115,102.20    635,367.73   sFT  1.00007395   -1 18 33.8
 EK0833;UTM  15      - 3,832,535.188   385,399.426   MT  0.99976187   -0 42 37.8
 EK0833
 EK0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0833!SPC AR S     -   0.99988482  x   0.99997207  =   0.99985690
 EK0833!SPC AR N     -   0.99988482  x   1.00007395  =   0.99995877
 EK0833!UTM  15      -   0.99988482  x   0.99976187  =   0.99964672
 EK0833
 EK0833|---------------------------------------------------------------------|
 EK0833| PID    Reference Object                     Distance      Geod. Az  |
 EK0833|                                                           dddmmss.s |
 EK0833| CX6225 SCENIC RM 1                           7.232 METERS 00047     |
 EK0833| EK0861 EAGLE MTN LOOKOUT TOWER             APPROX.21.7 KM 1525546.5 |
 EK0833| CX6226 SCENIC RM 2                           7.788 METERS 22329     |
 EK0833| EK0838 RICH MTN LOOKOUT TOWER              APPROX. 8.8 KM 3051359.2 |
 EK0833|---------------------------------------------------------------------|
 EK0833
 EK0833                          SUPERSEDED SURVEY CONTROL
 EK0833
 EK0833  NAD 83(1997)-  34 37 41.89738(N)    094 15 00.75973(W) AD(       ) 1
 EK0833  NAD 83(1986)-  34 37 41.89928(N)    094 15 00.75380(W) AD(       ) 1
 EK0833  NAD 27      -  34 37 41.52100(N)    094 14 59.99300(W) AD(       ) 1
 EK0833
 EK0833.Superseded values are not recommended for survey control.
 EK0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0833.See file dsdata.txt to determine how the superseded data were derived.
 EK0833
 EK0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8539932535(NAD 83)
 EK0833_MARKER: DS = TRIANGULATION STATION DISK
 EK0833_SETTING: 80 = SET IN A BOULDER
 EK0833_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EK0833
 EK0833  HISTORY     - Date     Condition        Report By
 EK0833  HISTORY     - 1952     MONUMENTED       CGS
 EK0833  HISTORY     - 1961     GOOD             CGS
 EK0833  HISTORY     - 19750523 GOOD             USGS
 EK0833
 EK0833                          STATION DESCRIPTION
 EK0833
 EK0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0833'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF MENA,
 EK0833'ON A PROMINENT POINT OVERLOOKING THE TOWN.  IT IS 23 FEET
 EK0833'EAST OF AN OAK TREE WITH A YELLOW FOREST SIGN AND 9 FEET
 EK0833'NORTH OF AN OAK TREE WITH A TRIANGLE BLAZE AND INITIALS
 EK0833'CARVED ON IT.  THE DISK IS SET IN A DRILL HOLE IN OUTCROPPING
 EK0833'ROCK AND IS STAMPED, SCENIC 1952.
 EK0833'
 EK0833'REFERENCE MARK NO. 1 IS 30 FEET NORTHEAST OF AN OAK TREE
 EK0833'WITH A YELLOW FOREST SIGN.  THE MARK IS ABOUT 2 FEET LOWER
 EK0833'THAN THE STATION MARK.  THE DISK IS SET IN A DRILL HOLE IN
 EK0833'OUTCROPPING ROCK AND IS STAMPED, SCENIC NO 1 1952.
 EK0833'
 EK0833'REFERENCE MARK NO. 2 IS 22 FEET SOUTHWEST OF AN OAK TREE WITH
 EK0833'A YELLOW FOREST SIGN AND 22 FEET SOUTHWEST OF AN OAK TREE
 EK0833'WITH A TRIANGLE BLAZE.  THE MARK IS ABOUT 3 FEET LOWER THEN
 EK0833'THE STATION MARK.  THE DISK IS SET IN A DRILL HOLE IN OUTCROPPING
 EK0833'ROCK AND IS STAMPED, SCENIC NO 2 1952.
 EK0833'
 EK0833'TO REACH FROM THE POST OFFICE IN MENA, GO NORTHWEST ON THE
 EK0833'MAIN STREET AND UP HILL FOR 4.5 MILES TO THE TOP OF RIDGE
 EK0833'AND A DIM TRACK ROAD ON THE LEFT.  HERE PACK EASTERLY ALONG
 EK0833'TOP OF RIDGE AND ON DIM TRACK ROAD FOR ABOUT 0.1 MILE TO ITS
 EK0833'END.  CONTINUE EASTERLY ALONG TOP OF THE RIDGE TO ITS HIGHEST
 EK0833'POINT AND THE STATION SITE.  THE TOTAL DISTANCE IS APPROXIMATELY
 EK0833'3/4 MILE.
 EK0833'
 EK0833'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK.
 EK0833'
 EK0833'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0833
 EK0833                          STATION RECOVERY (1961)
 EK0833
 EK0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0833'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0833'CONDITION.  THE STATION IS ABOUT 35 FEET NORTHWEST OF A
 EK0833'TELEVISION ANTENNA.
 EK0833'
 EK0833'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EK0833
 EK0833                          STATION RECOVERY (1975)
 EK0833
 EK0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JPM)
 EK0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2881 ***********************************************************************
 EH2881  DESIGNATION -  SCHELLHOUS
 EH2881  PID         -  EH2881
 EH2881  STATE/COUNTY-  AR/ST FRANCIS
 EH2881  USGS QUAD   -  HAYNES (1992)
 EH2881
 EH2881                         *CURRENT SURVEY CONTROL
 EH2881  ___________________________________________________________________
 EH2881* NAD 83(1997)-  34 59 55.30126(N)    090 46 30.04715(W)     ADJUSTED  
 EH2881* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 EH2881  ___________________________________________________________________
 EH2881  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 EH2881  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH2881
 EH2881  HORZ ORDER  -  FIRST
 EH2881
 EH2881.The horizontal coordinates were established by classical geodetic methods
 EH2881.and adjusted by the National Geodetic Survey in September 1999..
 EH2881
 EH2881.The orthometric height was scaled from a topographic map.
 EH2881
 EH2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2881
 EH2881.The geoid height was determined by GEOID03.
 EH2881
 EH2881;                    North         East     Units Scale Factor Converg.
 EH2881;SPC AR N     -    74,512.220   511,824.338   MT  0.99998779   +0 42 46.1
 EH2881;SPC AR N     -   244,462.18  1,679,210.35   sFT  0.99998779   +0 42 46.1
 EH2881;SPC AR S     -   659,334.574   511,832.628   MT  1.00005999   +0 41 08.2
 EH2881;SPC AR S     - 2,163,166.85  1,679,237.55   sFT  1.00005999   +0 41 08.2
 EH2881;UTM  15      - 3,875,160.328   703,054.564   MT  1.00010818   +1 16 35.7
 EH2881
 EH2881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2881!SPC AR N     -   0.99998587  x   0.99998779  =   0.99997366
 EH2881!SPC AR S     -   0.99998587  x   1.00005999  =   1.00004586
 EH2881!UTM  15      -   0.99998587  x   1.00010818  =   1.00009405
 EH2881
 EH2881:                Primary Azimuth Mark                     Grid Az
 EH2881:SPC AR N     -  FORREST CITY MUNICIPAL TANK              005 11 48.4
 EH2881:SPC AR S     -  FORREST CITY MUNICIPAL TANK              005 13 26.3
 EH2881:UTM  15      -  FORREST CITY MUNICIPAL TANK              004 37 58.8
 EH2881
 EH2881|---------------------------------------------------------------------|
 EH2881| PID    Reference Object                     Distance      Geod. Az  |
 EH2881|                                                           dddmmss.s |
 EH2881| FF2086 FORREST CITY MUNICIPAL TANK         APPROX. 2.2 KM 0055434.5 |
 EH2881| CY6429 SCHELLHOUS RM 1                      26.275 METERS 08859     |
 EH2881| EH2882 FORREST CITY ARK PWR CO MAST        APPROX. 1.9 KM 1775934.6 |
 EH2881| CY6428 SCHELLHOUS AZ MK                                   2030708.4 |
 EH2881| CY6430 SCHELLHOUS RM 2                      30.155 METERS 24144     |
 EH2881| EH2886 FORREST CITY RAD STA KXJK MAST      APPROX. 7.8 KM 2555252.2 |
 EH2881| EH2879 PALESTINE ARK PWR AND LT CO TK      APPROX. 9.2 KM 2564932.7 |
 EH2881| EH2880 ARKANSAS ST POLICE W RAD MAST       APPROX. 5.8 KM 2574445.4 |
 EH2881| FF2087 FORREST CITY FED COMP SE TK         APPROX. 1.1 KM 2834757.8 |
 EH2881| FF2085 FORREST CITY FED COMP NW TK         APPROX. 1.8 KM 2910537.9 |
 EH2881| FF2084 FORREST CITY ST FRANCIS CTHSE       APPROX. 1.3 KM 3240533.0 |
 EH2881| FF2088 FORREST CITY WOODRUFF ELEC RAD      APPROX. 4.7 KM 3452058.8 |
 EH2881|---------------------------------------------------------------------|
 EH2881
 EH2881                          SUPERSEDED SURVEY CONTROL
 EH2881
 EH2881  NAD 83(1997)-  34 59 55.30590(N)    090 46 30.04537(W) AD(       ) 1
 EH2881  NAD 83(1986)-  34 59 55.31030(N)    090 46 30.04581(W) AD(       ) 1
 EH2881  NAD 27      -  34 59 54.97620(N)    090 46 29.63900(W) AD(       ) 1
 EH2881
 EH2881.Superseded values are not recommended for survey control.
 EH2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2881.See file dsdata.txt to determine how the superseded data were derived.
 EH2881
 EH2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0305575160(NAD 83)
 EH2881_MARKER: DS = TRIANGULATION STATION DISK
 EH2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2881
 EH2881  HISTORY     - Date     Condition        Report By
 EH2881  HISTORY     - 1954     MONUMENTED       CGS
 EH2881
 EH2881                          STATION DESCRIPTION
 EH2881
 EH2881'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EH2881'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF FORREST CITY
 EH2881'ON THE CREST OF A PROMINENT HILL, ABOUT 100 YARDS SOUTH OF A
 EH2881'FARM HOUSE AND 21 FEET EAST OF THE CENTER OF THE DRIVE LEADING
 EH2881'TO THE FARM HOUSE.  IT IS SET FLUSH AND IS STAMPED SCHELLHOUS
 EH2881'1953.
 EH2881'
 EH2881'R.M. NO. 1 IS AT THE SOUTHWEST CORNER OF A BARN LOT, 1 FOOT
 EH2881'NORTHWEST OF A CORNER POST.  IT IS SET FLUSH AND IS STAMPED
 EH2881'SCHELLHOUS NO 1 1953.
 EH2881'
 EH2881'R.M. NO. 2 IS 12 FEET NORTH OF THE CENTER OF A GRAVELED DRIVE
 EH2881'AND 1 FOOT SOUTH OF A FENCE.  IT IS SET FLUSH AND IS STAMPED
 EH2881'SCHELLHOUS NO 2 1953.
 EH2881'
 EH2881'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 179.97 FEET.
 EH2881'
 EH2881'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE LOT
 EH2881'OF THE ARKANSAS POWER AND LIGHT CO. TRANSFORMER STATION, 87
 EH2881'FEET SOUTH OF THE CENTER OF THE DRIVE LEADING INTO THE LOT, 36
 EH2881'FEET WEST OF THE CENTER OF STATE ROAD 1, AND 1 FOOT EAST OF
 EH2881'A POWERLINE POLE.  IT IS SET FLUSH AND IS STAMPED SCHELLHOUS
 EH2881'1953.
 EH2881'
 EH2881'TO REACH THE STATION FROM THE POST OFFICE IN FORREST CITY GO SOUTH
 EH2881'ON STATE ROAD 1 FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 EH2881'70, CONTINUE STRAIGHT AHEAD, SOUTH, ON STATE ROAD 1 FOR 0.9 MILE
 EH2881'TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.3 MILE TO A FORK, TAKE
 EH2881'THE LEFT FORK FOR 0.25 MILE TO THE CREST OF A HILL AND A CURVE IN
 EH2881'A FARM DRIVE.  THE STATION IS ON THE RIGHT AS DESCRIBED.
 EH2881'
 EH2881'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWESTERLY
 EH2881'ON THE FARM DRIVE FOR 0.25 MILE TO A REVERSE Y JUNCTION,
 EH2881'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE JUNCTION WITH STATE
 EH2881'ROAD 1, TURN LEFT ON STATE ROAD 1 AND GO 0.75 MILE TO THE
 EH2881'ARKANSAS POWER AND LIGHT CO. TRANSFORMER STATION ON THE RIGHT
 EH2881'AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1561 ***********************************************************************
 DL1561  DESIGNATION -  SCHOOL
 DL1561  PID         -  DL1561
 DL1561  STATE/COUNTY-  AR/HEMPSTEAD
 DL1561  USGS QUAD   -  HOPE (1978)
 DL1561
 DL1561                         *CURRENT SURVEY CONTROL
 DL1561  ___________________________________________________________________
 DL1561* NAD 83(1997)-  33 39 09.97411(N)    093 35 10.40131(W)     ADJUSTED  
 DL1561* NAVD 88     -       114.51   (+/-2cm)     375.7    (feet)  VERTCON   
 DL1561  ___________________________________________________________________
 DL1561  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DL1561  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL1561
 DL1561  HORZ ORDER  -  FIRST
 DL1561  VERT ORDER  -  THIRD ? (See Below)
 DL1561
 DL1561.The horizontal coordinates were established by classical geodetic methods
 DL1561.and adjusted by the National Geodetic Survey in September 1999..
 DL1561
 DL1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1561.The vertical order pertains to the NGVD 29 superseded value.
 DL1561
 DL1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1561
 DL1561.The geoid height was determined by GEOID03.
 DL1561
 DL1561;                    North         East     Units Scale Factor Converg.
 DL1561;SPC AR S     -   510,511.035   252,878.240   MT  0.99994052   -0 53 16.1
 DL1561;SPC AR S     - 1,674,901.62    829,651.36   sFT  0.99994052   -0 53 16.1
 DL1561;UTM  15      - 3,723,811.055   445,643.969   MT  0.99963642   -0 19 29.5
 DL1561
 DL1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1561!SPC AR S     -   0.99998625  x   0.99994052  =   0.99992678
 DL1561!UTM  15      -   0.99998625  x   0.99963642  =   0.99962268
 DL1561
 DL1561:                Primary Azimuth Mark                     Grid Az
 DL1561:SPC AR S     -  DALLAS LITTLE ROCK AWY BCN 21            032 21 47.3
 DL1561:UTM  15      -  DALLAS LITTLE ROCK AWY BCN 21            031 48 00.7
 DL1561
 DL1561|---------------------------------------------------------------------|
 DL1561| PID    Reference Object                     Distance      Geod. Az  |
 DL1561|                                                           dddmmss.s |
 DL1561| DL1455 DALLAS LITTLE ROCK AWY BCN 21       APPROX.21.7 KM 0312831.2 |
 DL1561| CX6228 SCHOOL RM 1                          25.260 METERS 08200     |
 DL1561| CX6229 SCHOOL RM 2                          25.348 METERS 18043     |
 DL1561| CX6227 SCHOOL AZ MK                                       2424836.0 |
 DL1561| DL1568 DALLAS LITTLE ROCK AWY BCN 20       APPROX. 9.6 KM 3235219.0 |
 DL1561| DL1557 HOPE MUN LT AND WTR WORKS STK       APPROX. 2.0 KM 3404941.4 |
 DL1561| DL1558 HOPE UNION COMPRESS CO TK           APPROX. 3.1 KM 3413041.4 |
 DL1561| DL1562 MORELANDS MFG PLT 1 MI N OF TK      APPROX. 4.4 KM 3425852.4 |
 DL1561|---------------------------------------------------------------------|
 DL1561
 DL1561                          SUPERSEDED SURVEY CONTROL
 DL1561
 DL1561  NAD 83(1997)-  33 39 09.98131(N)    093 35 10.39432(W) AD(       ) 1
 DL1561  NAD 83(1986)-  33 39 09.98356(N)    093 35 10.39044(W) AD(       ) 1
 DL1561  NAD 27      -  33 39 09.55800(N)    093 35 09.75100(W) AD(       ) 1
 DL1561  NGVD 29 (07/19/86)  114.52   (m)          375.7    (f) LEVELING    3  
 DL1561
 DL1561.Superseded values are not recommended for survey control.
 DL1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1561.See file dsdata.txt to determine how the superseded data were derived.
 DL1561
 DL1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4564423811(NAD 83)
 DL1561_MARKER: DS = TRIANGULATION STATION DISK
 DL1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1561
 DL1561  HISTORY     - Date     Condition        Report By
 DL1561  HISTORY     - 1941     MONUMENTED       CGS
 DL1561  HISTORY     - 1949     SEE DESCRIPTION  USGS
 DL1561  HISTORY     - 1951     GOOD             CGS
 DL1561  HISTORY     - 1963     GOOD             CGS
 DL1561
 DL1561                          STATION DESCRIPTION
 DL1561
 DL1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1561'STATION IS AT THE S SIDE OF THE CITY OF HOPE, ON THE GROUNDS
 DL1561'OF THE HOPE HIGH SCHOOL, 55 FEET N OF THE NW CORNER OF THE
 DL1561'SCHOOL BUILDING, 41 FEET S OF THE CENTER LINE OF AN E-W STREET,
 DL1561'ABOUT 400 FEET E OF THE CENTER LINE OF STATE HIGHWAY 29, 29 FEET
 DL1561'E OF THE CENTER LINE OF A DRIVEWAY AND 24 FEET W OF THE CENTER
 DL1561'LINE OF A DRIVEWAY.  IT IS STAMPED SCHOOL 1941 AND IS SET FLUSH
 DL1561'WITH THE GROUND.
 DL1561'
 DL1561'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1, AND AZIMUTH MARK
 DL1561'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 DL1561'
 DL1561'REFERENCE MARK NO. 1 IS 58 FEET E OF THE CENTER LINE OF A DRIVEWAY,
 DL1561'52 FEET N OF THE N SIDE OF THE SCHOOL BUILDING, AND 25 FEET S OF
 DL1561'THE CENTER LINE OF AN E-AND-W STREET.  IT IS STAMPED SCHOOL NO. 1
 DL1561'1941 AND PROJECTS ABOUT 6 INCHES.
 DL1561'
 DL1561'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 DL1561'FLUSH WITH THE SIDEWALK, 42 FEET N OF THE N SIDE OF THE ENTRANCE
 DL1561'TO THE SCHOOL, 10 FEET S OF THE CENTER LINE OF A DRIVEWAY,
 DL1561'5.5 FEET N OF THE NE CORNER OF STEPS, AND 3 FEET S OF THE N EDGE
 DL1561'OF THE SIDEWALK.  IT IS STAMPED SCHOOL NO. 2 1941.
 DL1561'
 DL1561'THE AZIMUTH MARK IS 126 FEET N OF A 30-INCH OAK TREE, 0.1 MILE
 DL1561'S OF A LARGE BRICK HOUSE, 6 FEET S OF A WHITE REFERENCE POST,
 DL1561'AND 1 FOOT E OF A FENCE.  IT IS STAMPED SCHOOL 1941 AND PROJECTS
 DL1561'ABOUT 10 INCHES.
 DL1561'
 DL1561'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON STATE HIGHWAY
 DL1561'29 FOR ABOUT 0.05 MILE TO A GRAVEL ROAD W, LEFT, AT A GULF
 DL1561'OIL STATION, TURN LEFT AND GO 0.15 MILE TO A DRIVEWAY LEFT, S,
 DL1561'TURN LEFT AND GO ABOUT 0.05 MILE TO A STEEL GATE ON THE LEFT, TURN
 DL1561'LEFT THROUGH GATE, THEN TURN RIGHT, S, ALONG FENCE LINE FOR
 DL1561'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT NEAR FENCE.
 DL1561'
 DL1561'A 103-FOOT SIGNAL AT BETTS IS VISIBLE AT 77 FEET.
 DL1561'
 DL1561'A 90-FOOT SIGNAL AT S.P.G. (USAOD) IS VISIBLE AT 77 FEET.
 DL1561'
 DL1561'A 103-FOOT SIGNAL AT DE ANN IS VISIBLE AT 77 FEET.
 DL1561'
 DL1561'A 90-FOOT SIGNAL AT LASSETER IS VISIBLE AT 77 FEET.
 DL1561
 DL1561                          STATION RECOVERY (1949)
 DL1561
 DL1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DL1561'THE AZIMUTH MARK IS DESTROYED.
 DL1561
 DL1561                          STATION RECOVERY (1951)
 DL1561
 DL1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1561'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  STATION WAS
 DL1561'NOT OCCUPIED BY AN OBSERVING UNIT IN 1951, SO NO COMPARISONS IN
 DL1561'DIRECTIONS WERE MADE.  THE 1941 DESCRIPTION TO REACH THE STATION IS
 DL1561'ADEQUATE AND CORRECT.
 DL1561'
 DL1561'STATION MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 DL1561'DISK IS STAMPED SCHOOL 1941.
 DL1561'
 DL1561'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES, AND THE DISK
 DL1561'IS STAMPED SCHOOL NO 1 1941.
 DL1561'
 DL1561'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE CONCRETE
 DL1561'SIDEWALK, AND THE DISK IS STAMPED SCHOOL NO 2 1941.
 DL1561'
 DL1561'AZIMUTH MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED
 DL1561'SCHOOL 1941.
 DL1561
 DL1561                          STATION RECOVERY (1963)
 DL1561
 DL1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1561'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1561'CONDITION.
 DL1561'
 DL1561'TO REACH THE AZIMUTH MARK, GO NORTH ON THE HIGHWAY FOR 0.05 MILE
 DL1561'TO WEST 15TH STREET, TURN LEFT AND GO WEST FOR 0.25 MILE TO A
 DL1561'DRIVEWAY ON THE LEFT, TURN LEFT AND GO 0.1 MILE TO A STEEL GATE ON
 DL1561'THE LEFT, TURN LEFT THROUGH GATE THEN TURN RIGHT AND GO SOUTH
 DL1561'ALONG EAST SIDE OF FENCE FOR FOR ABOUT 0.2 MILE TO MARK ON THE
 DL1561'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2615 ***********************************************************************
 FE2615  DESIGNATION -  SCHOOL
 FE2615  PID         -  FE2615
 FE2615  STATE/COUNTY-  AR/MISSISSIPPI
 FE2615  USGS QUAD   -  CHIC (1983)
 FE2615
 FE2615                         *CURRENT SURVEY CONTROL
 FE2615  ___________________________________________________________________
 FE2615* NAD 83(1997)-  35 56 40.07574(N)    089 43 58.28224(W)     ADJUSTED  
 FE2615* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 FE2615  ___________________________________________________________________
 FE2615  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 FE2615  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE2615
 FE2615  HORZ ORDER  -  FIRST
 FE2615
 FE2615.The horizontal coordinates were established by classical geodetic methods
 FE2615.and adjusted by the National Geodetic Survey in September 1999..
 FE2615
 FE2615.The orthometric height was scaled from a topographic map.
 FE2615
 FE2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2615
 FE2615.The geoid height was determined by GEOID03.
 FE2615
 FE2615;                    North         East     Units Scale Factor Converg.
 FE2615;SPC AR N     -   181,098.594   604,530.122   MT  0.99995564   +1 19 09.3
 FE2615;SPC AR N     -   594,154.30  1,983,362.58   sFT  0.99995564   +1 19 09.3
 FE2615;SPC MO E     -    12,602.060   319,213.013   MT  0.99999234   +0 27 01.2
 FE2615;SPC TN       -   185,175.767   263,294.515   MT  0.99995025   -2 11 07.3
 FE2615;SPC TN       -   607,530.83    863,825.42   sFT  0.99995025   -2 11 07.3
 FE2615;UTM  16      - 3,981,241.326   253,492.294   MT  1.00034883   -1 36 18.0
 FE2615
 FE2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2615!SPC AR N     -   0.99999215  x   0.99995564  =   0.99994779
 FE2615!SPC MO E     -   0.99999215  x   0.99999234  =   0.99998449
 FE2615!SPC TN       -   0.99999215  x   0.99995025  =   0.99994240
 FE2615!UTM  16      -   0.99999215  x   1.00034883  =   1.00034098
 FE2615
 FE2615|---------------------------------------------------------------------|
 FE2615| PID    Reference Object                     Distance      Geod. Az  |
 FE2615|                                                           dddmmss.s |
 FE2615| CG4223 SCHOOL RM 1                         193.000 METERS 10305     |
 FE2615| CG4224 SCHOOL RM 2                          58.200 METERS 21714     |
 FE2615| FE2731 BLYTHEVILLE WATER CO E TANK         APPROX.15.8 KM 2612853.3 |
 FE2615| FE2728 BLYTHEVILLE FED COMP WHSE E TK      APPROX.16.1 KM 2615347.5 |
 FE2615| FE2729 BLYTHEVILLE FED COMP WHSE W TK      APPROX.17.1 KM 2625833.1 |
 FE2615|---------------------------------------------------------------------|
 FE2615
 FE2615                          SUPERSEDED SURVEY CONTROL
 FE2615
 FE2615  NAD 83(1997)-  35 56 40.07800(N)    089 43 58.28212(W) AD(       ) 1
 FE2615  NAD 83(1997)-  35 56 40.08244(N)    089 43 58.28179(W) AD(       ) 1
 FE2615  NAD 83(1986)-  35 56 40.08613(N)    089 43 58.28249(W) AD(       ) 1
 FE2615  NAD 27      -  35 56 39.82450(N)    089 43 57.98970(W) AD(       ) 1
 FE2615
 FE2615.Superseded values are not recommended for survey control.
 FE2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2615.See file dsdata.txt to determine how the superseded data were derived.
 FE2615
 FE2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5349281241(NAD 83)
 FE2615_MARKER: DS = TRIANGULATION STATION DISK
 FE2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2615
 FE2615  HISTORY     - Date     Condition        Report By
 FE2615  HISTORY     - 1929     MONUMENTED       CGS
 FE2615  HISTORY     - 1955     GOOD             CGS
 FE2615
 FE2615                          STATION DESCRIPTION
 FE2615
 FE2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FE2615'ABOUT 10 MILES EAST OF BLYTHEVILLE, 5.3 MILES BY ROAD FROM AMOREL,
 FE2615'IN SOUTHWEST CORNER OF GROUNDS SURROUNDING SCHOOL NO. 48, HICKMAN
 FE2615'DISTRICT, 68 FEET EAST OF CENTER LINE OF NORTH-AND-SOUTH ROAD, AND
 FE2615'129 FEET NORTH OF CENTER LINE OF EAST-AND-WEST ROAD. SURFACE AND
 FE2615'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2615'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2615'NO. 1 IS 22 FEET SOUTH OF CENTER LINE OF ROAD RUNNING EAST
 FE2615'AND WEST, AND 192 METERS (630 FEET) FROM STATION S 76 DEG 55 MIN E.
 FE2615'NO. 2 IS 53 FEET WEST OF CENTER LINE OF ROAD RUNNING
 FE2615'NORTH AND SOUTH, 22 FEET SOUTH OF CENTER LINE OF ROAD RUNNING EAST
 FE2615'AND WEST, AND 58.2 METERS (191 FEET) FROM STATION S 37 DEG 14 MIN W.
 FE2615'SOUTHWEST CORNER OF SCHOOL NO. 48 IS 67.1 METERS (220
 FE2615'FEET) FROM STATION N 54 DEG 41 MIN E.
 FE2615
 FE2615                          STATION RECOVERY (1955)
 FE2615
 FE2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE2615'THE STATION MARKS WERE RECOVERED AS DESCRIBED. THE RECONNAISSANCE
 FE2615'PARTY IN 1951 NOTED THAT REFERENCE MARK 2 HAD BEEN DESTROYED.
 FE2615'THIS PARTY COULD NOT RECOVER REFERENCE MARK 1 AFTER EXTENSIVE SEARCH.
 FE2615'THE SURFACE STATION MARK WAS DESTROYED AND SCHOOL 2 ESTABLISHED
 FE2615'BECAUSE THE CLOSE PROXIMITY OF THE OLD STATION TO A NEW SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2616 ***********************************************************************
 FE2616  DESIGNATION -  SCHOOL 2
 FE2616  PID         -  FE2616
 FE2616  STATE/COUNTY-  AR/MISSISSIPPI
 FE2616  USGS QUAD   -  CHIC (1983)
 FE2616
 FE2616                         *CURRENT SURVEY CONTROL
 FE2616  ___________________________________________________________________
 FE2616* NAD 83(1997)-  35 56 40.44030(N)    089 43 58.10310(W)     ADJUSTED  
 FE2616* NAVD 88     -        77.5    (meters)     254.     (feet)  GPS OBS   
 FE2616  ___________________________________________________________________
 FE2616  X           -      24,108.107 (meters)                     COMP
 FE2616  Y           -  -5,169,595.526 (meters)                     COMP
 FE2616  Z           -   3,723,242.856 (meters)                     COMP
 FE2616  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 FE2616  ELLIP HEIGHT-          49.44  (meters)          (09/14/99) GPS OBS
 FE2616  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE2616
 FE2616  HORZ ORDER  -  SECOND
 FE2616  ELLP ORDER  -  FOURTH    CLASS I
 FE2616
 FE2616.The horizontal coordinates were established by classical geodetic methods
 FE2616.and adjusted by the National Geodetic Survey in September 1999..
 FE2616
 FE2616.The orthometric height was determined by GPS observations and a
 FE2616.high-resolution geoid model.
 FE2616
 FE2616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2616
 FE2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2616
 FE2616.The ellipsoidal height was determined by GPS observations
 FE2616.and is referenced to NAD 83.
 FE2616
 FE2616.The geoid height was determined by GEOID03.
 FE2616
 FE2616;                    North         East     Units Scale Factor Converg.
 FE2616;SPC AR N     -   181,109.930   604,534.352   MT  0.99995565   +1 19 09.4
 FE2616;SPC AR N     -   594,191.50  1,983,376.45   sFT  0.99995565   +1 19 09.4
 FE2616;SPC MO E     -    12,613.331   319,217.414   MT  0.99999235   +0 27 01.3
 FE2616;SPC TN       -   185,186.824   263,299.430   MT  0.99995025   -2 11 07.2
 FE2616;SPC TN       -   607,567.11    863,841.55   sFT  0.99995025   -2 11 07.2
 FE2616;UTM  16      - 3,981,252.436   253,497.099   MT  1.00034880   -1 36 17.9
 FE2616
 FE2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2616!SPC AR N     -   0.99999224  x   0.99995565  =   0.99994789
 FE2616!SPC MO E     -   0.99999224  x   0.99999235  =   0.99998459
 FE2616!SPC TN       -   0.99999224  x   0.99995025  =   0.99994249
 FE2616!UTM  16      -   0.99999224  x   1.00034880  =   1.00034104
 FE2616
 FE2616|---------------------------------------------------------------------|
 FE2616| PID    Reference Object                     Distance      Geod. Az  |
 FE2616|                                                           dddmmss.s |
 FE2616| FE2625 SCHOOL 2 AZ MK OFFSET                 4.489 METERS 01646     |
 FE2616| FE2621 SCHOOL 2 AZ MK                      APPROX. 1.7 KM 0164842.3 |
 FE2616| FE2624 SCHOOL 2 OFFSET                       4.843 METERS 10158     |
 FE2616| FE2615 SCHOOL                               12.100 METERS 20147     |
 FE2616| FE2851 SCHOOL 2 RM 3                        31.895 METERS 20823     |
 FE2616| CG4225 SCHOOL 2 RM 5                        31.893 METERS 20823     |
 FE2616| FE2852 SCHOOL 2 RM 4                        37.907 METERS 27828     |
 FE2616|---------------------------------------------------------------------|
 FE2616
 FE2616                          SUPERSEDED SURVEY CONTROL
 FE2616
 FE2616  NAD 83(1997)-  35 56 40.44256(N)    089 43 58.10298(W) AD(       ) 2
 FE2616  NAD 83(1997)-  35 56 40.44699(N)    089 43 58.10264(W) AD(       ) 2
 FE2616  NAD 83(1986)-  35 56 40.45071(N)    089 43 58.10332(W) AD(       ) 2
 FE2616  NAD 27      -  35 56 40.18910(N)    089 43 57.81060(W) AD(       ) 2
 FE2616  NGVD 29 (05/28/98)   77.5    (m)          254.     (f) GPS OBS        
 FE2616
 FE2616.Superseded values are not recommended for survey control.
 FE2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2616.See file dsdata.txt to determine how the superseded data were derived.
 FE2616
 FE2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5349781252(NAD 83)
 FE2616_MARKER: DS = TRIANGULATION STATION DISK
 FE2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2616_SP_SET: CONCRETE POST
 FE2616_STAMPING: SCHOOL 2 1955
 FE2616_MARK LOGO: CGS   
 FE2616_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2616+STABILITY: SURFACE MOTION
 FE2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2616+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 FE2616
 FE2616  HISTORY     - Date     Condition        Report By
 FE2616  HISTORY     - 1955     MONUMENTED       CGS
 FE2616  HISTORY     - 1955     GOOD             CGS
 FE2616  HISTORY     - 19690501 MARK NOT FOUND   USGS
 FE2616  HISTORY     - 1977     GOOD             NGS
 FE2616  HISTORY     - 19910312 GOOD             NGS
 FE2616
 FE2616                          STATION DESCRIPTION
 FE2616
 FE2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE2616'THE STATION IS ABOUT 10 MILES EAST OF BLYTHEVILLE, 4 MILES NORTHEAST
 FE2616'OF AMOREL, IN THE VILLAGE OF HICKMAN, 24 PACES EAST OF THE CENTER OF
 FE2616'STATE HIGHWAY 18, 39 FEET NORTH-NORTHEAST OF A POWER-LINE POLE AND 18
 FE2616'FEET NORTH OF THE NORTHWEST CORNER OF A SMALL SCHOOL.
 FE2616'
 FE2616'THE STATION MARK IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED
 FE2616'SCHOOL 2 1955.
 FE2616'
 FE2616'TO REACH THE STATION FROM THE POST OFFICE IN BLYTHEVILLE GO SOUTH FOR
 FE2616'1 BLOCK TO STATE HIGHWAY 18, THEN EAST ON THE HIGHWAY FOR 6.55
 FE2616'MILES TO THE SMALL TOWN OF AMOREL, TURN LEFT AND GO NORTHEAST AND
 FE2616'NORTH ON THE HIGHWAY FOR 5.2 MILES TO HICKMAN AND THE STATION MARK ON
 FE2616'THE LEFT, TO REACH THE AZIMUTH MARK GO NORTH ON THE HIGHWAY FOR 1.0
 FE2616'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST FOR 0.25 MILE
 FE2616'TO THE AZIMUTH MARK ON THE RIGHT.
 FE2616'
 FE2616'R.M. 3 IS 25 PACES NORTH OF A GRAVEL ROAD, 51 FEET WEST OF THE
 FE2616'SOUTHWEST CORNER OF THE SCHOOL, 33 FEET SOUTH OF THE SOUTH EDGE
 FE2616'OF A CONCRETE WALK, 30 FEET EAST OF THE CENTER OF THE HIGHWAY AND ON
 FE2616'THE EDGE OF A SMALL GARDEN PLOT. THE MARK IS FLUSH WITH THE
 FE2616'GROUND AND THE DISK IS STAMPED SCHOOL 2 NO 3 1955.
 FE2616'
 FE2616'R.M. 4 IS 39 FEET WEST OF THE HIGHWAY, 35 FEET NORTH OF A TELEPHONE
 FE2616'POLE AND 2 FEET EAST OF A WIRE FENCE. THE MARK PROJECTS 3
 FE2616'INCHES AND THE DISK IS STAMPED SCHOOL 2 NO 4 1955.
 FE2616'
 FE2616'THE AZIMUTH MARK IS 16 FEET SOUTH OF A GRAVEL ROAD, 3 FEET WEST OF A
 FE2616'POWER-LINE POLE AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 FE2616'4 INCHES AND THE DISK IS STAMPED SCHOOL 2 1955.
 FE2616'
 FE2616'A TRAVERSE CONNECTION WAS MADE TO SCHOOL 1929 WHICH WAS THEN
 FE2616'DESTROYED, THE DISTANCE IS 39.70 FEET, 12.100 METERS.
 FE2616'
 FE2616'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 FE2616
 FE2616                          STATION RECOVERY (1955)
 FE2616
 FE2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FE2616'RECOVERED IN GOOD CONDITION.
 FE2616
 FE2616                          STATION RECOVERY (1969)
 FE2616
 FE2616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FWK)
 FE2616'MARK NOT FOUND.
 FE2616
 FE2616                          STATION RECOVERY (1977)
 FE2616
 FE2616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2616'THE STATION MARK, REFERENCE MARK 4, AND THE AZIMUTH MARK
 FE2616'WERE RECOVERED IN GOOD CONDITION.  THE DISK IN REFERENCE MARK
 FE2616'3 WAS MISSING AND A REFERENCE MARK 5 WAS ESTABLISHED AT THIS
 FE2616'TIME.  THE DIRECTION TO THE MARKS COMPARED FAVORABLY WITH THE
 FE2616'1955 DATA.  A SHORTER DISTANCE OF 0.245 FOOT
 FE2616'TO REFERENCE MARK 4 WAS NOTED AND VERIFIED.  A NEW
 FE2616'DESCRIPTION FOLLOWS.
 FE2616'
 FE2616'THE STATION IS LOCATED ABOUT 10 MILES EAST OF BLYTHEVILLE, 4
 FE2616'MILES NORTHEAST OF AMOREL, IN THE VILLAGE OF HICKMAN, AT THE
 FE2616'EDGE OF A CULTIVATED FIELD, IN THE SW CORNER OF SECTION 5
 FE2616'T15N, R13E.
 FE2616'
 FE2616'TO REACH THE STATION FROM THE POST OFFICE IN AMOREL, GO NORTH
 FE2616'ON STATE HIGHWAY 18 FOR 0.05 MILE TO A T-ROAD JUNCTION WITH
 FE2616'STATE HIGHWAY 137.  GO NORTH ON STATE HIGHWAY 137 FOR 5.2 MILES
 FE2616'TO A CROSSROAD AT THE SMALL COMMUNITY OF HICKMAN.  TURN LEFT
 FE2616'AND GO NORTHERLY FOR ABOUT 150 FEET AND THE STATION ON THE
 FE2616'RIGHT.
 FE2616'
 FE2616'THE STATION MARKS, STAMPED---SCHOOL 2 1955---, ARE STANDARD
 FE2616'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 15-INCH
 FE2616'ROUND CONCRETE MONUMENT THAT IS 18-INCHES BELOW GROUND SURFACE.
 FE2616'IT IS 84 FEET EAST OF CENTER OF THE PAVED ROAD, 45 FEET EAST-
 FE2616'NORTHEAST OF A POWERLINE POLE, AND 20.2 FEET NORTH OF THE
 FE2616'EASTERNMOST OF THE NORTHWEST CORNERS OF THE BRICK SCHOOL HOUSE.
 FE2616'THE 1955 DESCRIPTION SHOWS THAT AN UNDERGROUND DISK WAS SET IN
 FE2616'AN IRREGULAR MASS OF CONCRETE.
 FE2616'
 FE2616'REFERENCE MARK 4, STAMPED---SCHOOL 2 NO 4 1955---, IS A
 FE2616'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FE2616'MONUMENT THAT PROJECTS 5 INCHES.  IT IS 39 FEET WEST OF CENTER
 FE2616'OF THE PAVED ROAD, 20 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE
 FE2616'AND 3 FEET NORTHEAST OF A POWERLINE POLE GUY WIRE ANCHOR.
 FE2616'
 FE2616'REFERENCE MARK 5, STAMPED---SCHOOL 2 1955 NO 5 1977---, IS A
 FE2616'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FE2616'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET
 FE2616'WEST OF THE SOUTHWEST CORNER (EASTERNMOST OF TWO CORNERS) OF
 FE2616'THE SCHOOL BUILDING, 35 FEET EAST OF CENTER OF A PAVED ROAD
 FE2616'AND 34 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK.
 FE2616'
 FE2616'THE AZIMUTH MARK, STAMPED---SCHOOL 2 1955---, IS A STANDARD
 FE2616'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FE2616'PROJECTS 3 INCHES.  IT IS 17 FEET SOUTH OF CENTER OF A GRAVEL
 FE2616'ROAD, 3.5 FEET WEST OF A POWERLINE POLE, AND 1 FOOT EAST OF A
 FE2616'METAL WITNESS POST.
 FE2616'
 FE2616'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PAVED
 FE2616'ROAD FOR 1 MILE TO A SIDEROAD RIGHT.  TURN RIGHT AND GO EAST
 FE2616'ON GRAVEL ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 FE2616'
 FE2616'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 FE2616'REFERENCE MARKS, AND THE AZIMUTH MARK.
 FE2616'
 FE2616'HEIGHT OF LIGHT ABOVE MARK WAS 1.7 METERS.
 FE2616
 FE2616                          STATION RECOVERY (1991)
 FE2616
 FE2616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2616'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST OF BLYTHEVILLE,
 FE2616'AND 6.4 KM (3.95 MI) NORTHEAST OF ARMOREL.  OWNERSHIP--MISSISSIPPI
 FE2616'COUNTY, JOHN ALFORD, COUNTY SURVEYOR, 219 WEST WALNUT STREET,
 FE2616'BLYTHEVILLE, AR 72315, PHONE IS 501-763-4184.
 FE2616'TO REACH THE STATION FROM THE POST OFFICE IN ARMOREL, GO NORTHEASTERLY
 FE2616'ON STATE HIGHWAY 137 FOR 8.16 KM (5.05 MI) TO THE STATION ON THE
 FE2616'RIGHT JUST AFTER STATE HIGHWAY 137 TURNS TO THE NORTH AND JUST NORTH
 FE2616'OF AN OLD BRICK SCHOOL HOUSE.
 FE2616'THE STATION IS LOCATED 38.0 M (124.7 FT) EAST FROM SCHOOL 2 RM 4, 26.0
 FE2616'M (85.3 FT) EAST FROM THE CENTERLINE OF STATE HIGHWAY 137, 13.5 M
 FE2616'(44.3 FT) EAST-NORTHEAST FROM A UTILITY POLE AND WITNESS POST, 9.9 M
 FE2616'(32.5 FT) NORTHWEST FROM THE NORTHEAST CORNER OF THE BRICK SCHOOL
 FE2616'HOUSE AND 8.0 M (26.2 FT) NORTH-NORTHEAST FROM THE MOST WESTERLY
 FE2616'NORTHWEST CORNER OF THE BRICK SCHOOL HOUSE.  THE STATION IS RECESSED
 FE2616'45-CM BELOW THE GROUND.
 FE2616'DESCRIBED BY E.J. HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2621 ***********************************************************************
 FE2621  DESIGNATION -  SCHOOL 2 AZ MK
 FE2621  PID         -  FE2621
 FE2621  STATE/COUNTY-  AR/MISSISSIPPI
 FE2621  USGS QUAD   -  CHIC (1983)
 FE2621
 FE2621                         *CURRENT SURVEY CONTROL
 FE2621  ___________________________________________________________________
 FE2621* NAD 83(1997)-  35 57 32.27049(N)    089 43 38.84120(W)     ADJUSTED  
 FE2621* NAVD 88     -        78.8    (meters)     259.     (feet)  VERTCON   
 FE2621  ___________________________________________________________________
 FE2621  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 FE2621  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE2621
 FE2621  HORZ ORDER  -  SECOND
 FE2621
 FE2621.The horizontal coordinates were established by classical geodetic methods
 FE2621.and adjusted by the National Geodetic Survey in September 1999..
 FE2621
 FE2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2621
 FE2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2621
 FE2621.The geoid height was determined by GEOID03.
 FE2621
 FE2621;                    North         East     Units Scale Factor Converg.
 FE2621;SPC AR N     -   182,718.057   604,980.098   MT  0.99995726   +1 19 20.6
 FE2621;SPC AR N     -   599,467.49  1,984,838.87   sFT  0.99995726   +1 19 20.6
 FE2621;UTM  16      - 3,982,836.345   254,024.517   MT  1.00034559   -1 36 08.6
 FE2621
 FE2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2621!SPC AR N     -   0.99999205  x   0.99995726  =   0.99994931
 FE2621!UTM  16      -   0.99999205  x   1.00034559  =   1.00033763
 FE2621
 FE2621                          SUPERSEDED SURVEY CONTROL
 FE2621
 FE2621  NAD 83(1997)-  35 57 32.27255(N)    089 43 38.84027(W) AD(       ) 2
 FE2621  NAD 83(1997)-  35 57 32.27656(N)    089 43 38.83824(W) AD(       ) 2
 FE2621  NAD 83(1986)-  35 57 32.28103(N)    089 43 38.84201(W) AD(       ) 2
 FE2621  NAD 27      -  35 57 32.01895(N)    089 43 38.54348(W) AD(       ) 2
 FE2621  NGVD 29 (07/19/86)   78.7    (m)          258.     (f) VERT ANG       
 FE2621
 FE2621.Superseded values are not recommended for survey control.
 FE2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2621.See file dsdata.txt to determine how the superseded data were derived.
 FE2621
 FE2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5402582836(NAD 83)
 FE2621_MARKER: DZ = AZIMUTH MARK DISK
 FE2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2621_SP_SET: CONCRETE POST
 FE2621_MARK LOGO: CGS   
 FE2621_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2621+STABILITY: SURFACE MOTION
 FE2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2621+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 FE2621
 FE2621  HISTORY     - Date     Condition        Report By
 FE2621  HISTORY     - 1955     MONUMENTED       CGS
 FE2621  HISTORY     - 19901113 GOOD             NGS
 FE2621  HISTORY     - 20050427 GOOD             USACE
 FE2621
 FE2621                          STATION DESCRIPTION
 FE2621
 FE2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FE2621'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST OF BLYTHEVILLE
 FE2621'AND 6.4 KM (3.95 MI) NORTHEAST OF ARMOREL. OWNERSHIP-MISSISSIPPI
 FE2621'COUNTY, JOHN ARCHER, COUNTY SURVEYOR, 219 WEST WALNUT STREET,
 FE2621'BLYTHEVILLE AR 72315. PHONE IS 501-763-4184. TO REACH THE STATION
 FE2621'FROM THE POST OFFICE IN ARMOREL. GO NORTHEASTERLY AND NORTH ON STATE
 FE2621'HIGHWAY 137 FOR 9.78 KM (6.05 MI) TO GRAVELED ROAD ON THE RIGHT. TURN
 FE2621'RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.56 KM (0.35 MI) TO THE
 FE2621'STATION ON THE RIGHT JUST BEFORE REACHING A DRIVEWAY ON THE LEFT AND
 FE2621'IN THE NORTH EDGE OF A CULTIVATED FIELD. THE STATION IS LOCATED 39.7
 FE2621'M (130.2 FT) WEST FROM THE EXTENDED CENTER OF A DRIVEWAY, 4.9 M
 FE2621'(16.1 FT) SOUTH FROM THE CENTER OF THE GRAVELED ROAD AND 0.4 M
 FE2621'(1.3 FT) EAST FROM A METAL WITNESS POST. THE STATION PROJECTS 10-CM
 FE2621'ABOVE THE GROUND. DESCRIBED BY E.J.HANSMANN.
 FE2621
 FE2621                          STATION RECOVERY (2005)
 FE2621
 FE2621'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE2621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1780 ***********************************************************************
 FG1780  DESIGNATION -  SCOTLAND
 FG1780  PID         -  FG1780
 FG1780  STATE/COUNTY-  AR/VAN BUREN
 FG1780  USGS QUAD   -  SCOTLAND (1965)
 FG1780
 FG1780                         *CURRENT SURVEY CONTROL
 FG1780  ___________________________________________________________________
 FG1780* NAD 83(1997)-  35 30 28.56985(N)    092 34 50.08845(W)     ADJUSTED  
 FG1780* NAVD 88     -       278.90   (+/-2cm)     915.0    (feet)  VERTCON   
 FG1780  ___________________________________________________________________
 FG1780  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 FG1780  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG1780
 FG1780  HORZ ORDER  -  THIRD
 FG1780  VERT ORDER  -  THIRD ? (See Below)
 FG1780
 FG1780.The horizontal coordinates were established by classical geodetic methods
 FG1780.and adjusted by the National Geodetic Survey in September 1999..
 FG1780
 FG1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1780.The vertical order pertains to the NGVD 29 superseded value.
 FG1780
 FG1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1780
 FG1780.The geoid height was determined by GEOID03.
 FG1780
 FG1780;                    North         East     Units Scale Factor Converg.
 FG1780;SPC AR N     -   130,467.267   347,333.133   MT  0.99993682   -0 20 16.2
 FG1780;SPC AR N     -   428,041.36  1,139,542.12   sFT  0.99993682   -0 20 16.2
 FG1780;UTM  15      - 3,929,454.467   538,034.858   MT  0.99961783   +0 14 37.0
 FG1780
 FG1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1780!SPC AR N     -   0.99996063  x   0.99993682  =   0.99989746
 FG1780!UTM  15      -   0.99996063  x   0.99961783  =   0.99957848
 FG1780
 FG1780|---------------------------------------------------------------------|
 FG1780| PID    Reference Object                     Distance      Geod. Az  |
 FG1780|                                                           dddmmss.s |
 FG1780| CI2284 SCOTLAND RM 1                        14.826 METERS 00819     |
 FG1780| CI2285 SCOTLAND RM 2                        12.437 METERS 26646     |
 FG1780| CI2283 SCOTLAND AZ MK                                     2790730.3 |
 FG1780|---------------------------------------------------------------------|
 FG1780
 FG1780                          SUPERSEDED SURVEY CONTROL
 FG1780
 FG1780  NAD 83(1986)-  35 30 28.58291(N)    092 34 50.08606(W) AD(       ) 3
 FG1780  NAD 27      -  35 30 28.29300(N)    092 34 49.50600(W) AD(       ) 3
 FG1780  NGVD 29 (07/19/86)  278.85   (m)          914.9    (f) LEVELING    3  
 FG1780
 FG1780.Superseded values are not recommended for survey control.
 FG1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1780.See file dsdata.txt to determine how the superseded data were derived.
 FG1780
 FG1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3803529454(NAD 83)
 FG1780_MARKER: DS = TRIANGULATION STATION DISK
 FG1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1780
 FG1780  HISTORY     - Date     Condition        Report By
 FG1780  HISTORY     - 1954     MONUMENTED       CGS
 FG1780
 FG1780                          STATION DESCRIPTION
 FG1780
 FG1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1780'THE STATION IS ABOUT 2 MILES EAST AND 1-1/4 MILES SOUTH OF
 FG1780'SCOTLAND, NEAR THE CENTER OF THE EAST SIDE OF SEC. 16, T
 FG1780'10 N, R 15 W., ON THE RIGHT-OF-WAY OF A PUBLIC ROAD AND
 FG1780'ADJACENT TO PROPERTY OWNED BY MILTON M. ECKERT.  IT IS ABOUT
 FG1780'75 YARDS NORTHWEST OF THE ECKERT FARMHOUSE, 25 FEET SOUTH
 FG1780'OF THE CENTER OF THE ROAD, 24 FEET EAST OF A FENCE CORNER
 FG1780'AND 6 FEET WEST OF A WITNESS POST.
 FG1780'
 FG1780'TO REACH THE STATION FROM THE POST OFFICE IN SCOTLAND, GO
 FG1780'EAST AND SOUTH 0.2 MILE TO A Y-JUNCTION AT A SERVICE STATION,
 FG1780'BEAR LEFT AND GO NORTHEASTERLY ON STATE HIGHWAY 95 FOR 0.05
 FG1780'MILE TO A Y-JUNCTION, BEAR RIGHT AND GO EASTERLY ON A GRAVELED
 FG1780'ROAD FOR 1.35 MILES TO A T-JUNCTION, TURN RIGHT AND GO
 FG1780'SOUTHEAST AND EAST 1.1 MILES TO THE AZIMUTH MARK ON THE
 FG1780'RIGHT, CONTINUE EAST 0.35 MILE TO THE STATION ON THE RIGHT.
 FG1780'
 FG1780'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1780'STAMPED SCOTLAND 1954.
 FG1780'
 FG1780'REFERENCE MARK 1 IS 24 FEET NORTH OF THE CENTER OF THE ROAD
 FG1780'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 3 INCHES
 FG1780'AND THE DISK IS STAMPED SCOTLAND NO 1 1954.
 FG1780'
 FG1780'REFERENCE MARK 2 IS 28 FEET SOUTH OF THE CENTER OF THE ROAD
 FG1780'AND 16 FEET WEST OF THE FENCE CORNER.  THE MARK PROJECTS
 FG1780'5 INCHES AND THE DISK IS STAMPED SCOTLAND NO 2 1954.
 FG1780'
 FG1780'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF THE ROAD,
 FG1780'5 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 FG1780'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SCOTLAND
 FG1780'1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1688 ***********************************************************************
 EJ1688  DESIGNATION -  SCOTT
 EJ1688  PID         -  EJ1688
 EJ1688  STATE/COUNTY-  AR/PULASKI
 EJ1688  USGS QUAD   -  SCOTT (1987)
 EJ1688
 EJ1688                         *CURRENT SURVEY CONTROL
 EJ1688  ___________________________________________________________________
 EJ1688* NAD 83(1997)-  34 40 38.34462(N)    092 07 30.47885(W)     ADJUSTED  
 EJ1688* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 EJ1688  ___________________________________________________________________
 EJ1688  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 EJ1688  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EJ1688
 EJ1688  HORZ ORDER  -  FIRST
 EJ1688
 EJ1688.The horizontal coordinates were established by classical geodetic methods
 EJ1688.and adjusted by the National Geodetic Survey in September 1999..
 EJ1688
 EJ1688.The orthometric height was scaled from a topographic map.
 EJ1688
 EJ1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1688
 EJ1688.The geoid height was determined by GEOID03.
 EJ1688
 EJ1688;                    North         East     Units Scale Factor Converg.
 EJ1688;SPC AR S     -   623,019.046   388,532.391   MT  0.99998129   -0 04 12.1
 EJ1688;SPC AR S     - 2,044,021.65  1,274,710.02   sFT  0.99998129   -0 04 12.1
 EJ1688;UTM  15      - 3,837,607.956   580,146.299   MT  0.99967917   +0 29 52.0
 EJ1688
 EJ1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1688!SPC AR S     -   0.99999223  x   0.99998129  =   0.99997352
 EJ1688!UTM  15      -   0.99999223  x   0.99967917  =   0.99967141
 EJ1688
 EJ1688:                Primary Azimuth Mark                     Grid Az
 EJ1688:SPC AR S     -  SCOTT AZ MK                              002 05 55.8
 EJ1688:UTM  15      -  SCOTT AZ MK                              001 31 51.7
 EJ1688
 EJ1688|---------------------------------------------------------------------|
 EJ1688| PID    Reference Object                     Distance      Geod. Az  |
 EJ1688|                                                           dddmmss.s |
 EJ1688| CY6434 SCOTT AZ MK                                        0020143.7 |
 EJ1688| EJ1689 HORSESHOE                           APPROX. 9.5 KM 1445015.9 |
 EJ1688| CY6435 SCOTT RM 1                           42.615 METERS 26351     |
 EJ1688| CY6436 SCOTT RM 2                           60.311 METERS 34159     |
 EJ1688|---------------------------------------------------------------------|
 EJ1688
 EJ1688                          SUPERSEDED SURVEY CONTROL
 EJ1688
 EJ1688  NAD 83(1986)-  34 40 38.35360(N)    092 07 30.46931(W) AD(       ) 1
 EJ1688  NAD 27      -  34 40 38.02100(N)    092 07 29.94700(W) AD(       ) 1
 EJ1688
 EJ1688.Superseded values are not recommended for survey control.
 EJ1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1688.See file dsdata.txt to determine how the superseded data were derived.
 EJ1688
 EJ1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8014637608(NAD 83)
 EJ1688_MARKER: DS = TRIANGULATION STATION DISK
 EJ1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1688
 EJ1688  HISTORY     - Date     Condition        Report By
 EJ1688  HISTORY     - 1940     MONUMENTED       CGS
 EJ1688  HISTORY     - 1967     GOOD             CGS
 EJ1688
 EJ1688                          STATION DESCRIPTION
 EJ1688
 EJ1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1688'STATION IS LOCATED IN PULASKI COUNTY, ABOUT 2 MILES SW OF THE
 EJ1688'TOWN OF SCOTT, ABOUT 10 MILES ESE OF LITTLE ROCK AND ON
 EJ1688'THE PROPERTY OF JOHN W. SCOTT WHO LIVES 1 MILE E OF THE
 EJ1688'STATION.  IT IS ABOUT 250 FEET SE OF THE PILGRIMS REST CHURCH,
 EJ1688'16 FEET N OF A CEMETERY FENCE, 52 FEET S OF THE CENTER LINE
 EJ1688'OF AN E-W ROAD AND 51 FEET W OF A 48-INCH OAK TREE.  THERE
 EJ1688'IS A WHITE REFERENCE POST 5 FEET S OF THE STATION.
 EJ1688'
 EJ1688'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 EJ1688'STANDARD BRONZE DISKS, SET IN CONCRETE AS DESCRIBED.
 EJ1688'STATION MARK PROJECTS 8 INCHES AND IS
 EJ1688'STAMPED SCOTT 1940.
 EJ1688'
 EJ1688'REFERENCE MARK NO.1 IS 22 FEET E OF THE NW CORNER OF THE
 EJ1688'CEMETERY AND 20 FEET S OF THE CENTER LINE OF AN E-W ROAD.
 EJ1688'THE MARK IS AT THE SAME ELEVATION AS THE STATION, PROJECTS
 EJ1688'8 INCHES AND IS STAMPED SCOTT NO.1, 1940.
 EJ1688'
 EJ1688'REFERENCE MARK NO.2 IS IN THE NE CORNER OF THE CHURCHYARD
 EJ1688'AND 15 FEET W OF THE CENTER LINE OF A N-S ROAD.  IT IS AT
 EJ1688'THE SAME ELEVATION AS THE STATION, PROJECTS 8 INCHES AND IS
 EJ1688'STAMPED SCOTT NO.2, 1940.
 EJ1688'
 EJ1688'THE AZIMUTH MARK IS 0.5 MILE N OF THE STATION, 120 FEET
 EJ1688'E OF THE CENTER LINE OF A N-S ROAD, 50 FEET NE OF A VACANT
 EJ1688'FARMHOUSE AND 1 FOOT E OF A GATE TO THE BARNYARD.  THERE
 EJ1688'IS A WHITE REFERENCE POST 3 FEET N OF THE MARK.  THE MARK
 EJ1688'PROJECTS 8 INCHES AND IS STAMPED SCOTT 1940.
 EJ1688'
 EJ1688'TO REACH THE AZIMUTH MARK FROM THE STATION GO N FOR 0.5
 EJ1688'MILE TO THE VACANT FARMHOUSE AND MARK ON RIGHT.
 EJ1688'
 EJ1688'TO REACH THE STATION FROM THE TOWN OF SCOTT, CROSS RAILROAD
 EJ1688'TRACKS AND FOLLOW CONCRETE ROAD S FOR 1.35 MILES TO A GRAVELED
 EJ1688'ROAD TURNING RIGHT, (W).  TURN W ON GRAVELED ROAD FOR 1.6
 EJ1688'MILES TO A SMALL CEMETERY AND STATION ON LEFT.
 EJ1688'
 EJ1688'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 EJ1688
 EJ1688                          STATION RECOVERY (1967)
 EJ1688
 EJ1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1688'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EJ1688'GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT OF THE MARKS.
 EJ1688'THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND,
 EJ1688'IT MAY HAVE BEEN DESTROYED AT THE TIME OF TEARING DOWN OF
 EJ1688'THE FARMHOUSE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EJ1688'
 EJ1688'STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF LITTLE
 EJ1688'ROCK, 2 MILES SOUTHWEST OF SCOTT AND 175 FEET SOUTHEAST
 EJ1688'OF THE SOUTHEAST CORNER OF THE PILGRAM REST BAPTIST CHURCH.
 EJ1688'
 EJ1688'TO REACH FROM THE POST OFFICE IN SCOTT, GO SOUTH ON STATE
 EJ1688'HIGHWAY 161 FOR 1.3 MILES TO STEELE BEND ROAD.  TURN RIGHT
 EJ1688'AND GO WEST ON STEELE BEND ROAD FOR 1.7 MILES TO THE PILGRAM
 EJ1688'REST BAPTIST CHURCH ON THE RIGHT AND THE STATION ON THE
 EJ1688'LEFT.
 EJ1688'
 EJ1688'STATION MARK IS A STANDARD DISK, STAMPED SCOTT 1940, SET
 EJ1688'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4
 EJ1688'INCHES.  IT IS 175 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EJ1688'OF THE CHURCH, 35 FEET SOUTH OF THE CENTER OF THE ROAD, 1
 EJ1688'FOOT SOUTH OF A METAL WITNESS POST AND IN THE NORTH EDGE
 EJ1688'OF A CEMETERY.
 EJ1688'
 EJ1688'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SCOTT NO 1
 EJ1688'1940, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 EJ1688'PROJECTING 4 INCHES.  IT IS 95 FEET SOUTH OF THE SOUTHEAST
 EJ1688'CORNER OF THE CHURCH, 23 FEET SOUTH OF THE CENTER OF THE
 EJ1688'ROAD, 21 FEET EAST OF THE NORTHWEST CORNER OF THE CEMETERY,
 EJ1688'1 FOOT NORTH OF THE CEMETERY FENCE AND ABOUT THE SAME ELEVATION
 EJ1688'AS THE STATION.
 EJ1688'
 EJ1688'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SCOTT NO 2 1940,
 EJ1688'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 EJ1688'6 INCHES.  IT IS 163 FEET NORTH OF THE CENTER OF THE ROAD,
 EJ1688'114 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 EJ1688'3 FEET SOUTH OF A FENCE, IN THE NORTHEAST CORNER OF THE
 EJ1688'CHURCH YARD AND ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1366 ***********************************************************************
 FF1366  DESIGNATION -  SEARCY
 FF1366  PID         -  FF1366
 FF1366  STATE/COUNTY-  AR/WHITE
 FF1366  USGS QUAD   -  KENSETT (1994)
 FF1366
 FF1366                         *CURRENT SURVEY CONTROL
 FF1366  ___________________________________________________________________
 FF1366* NAD 83(1997)-  35 14 42.88353(N)    091 44 26.98619(W)     ADJUSTED  
 FF1366* NAVD 88     -        77.139  (meters)     253.08   (feet)  ADJUSTED  
 FF1366  ___________________________________________________________________
 FF1366  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FF1366  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1366  DYNAMIC HT  -          77.069 (meters)     252.85  (feet)  COMP
 FF1366  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FF1366
 FF1366  HORZ ORDER  -  SECOND
 FF1366  VERT ORDER  -  FIRST     CLASS II
 FF1366
 FF1366.The horizontal coordinates were established by classical geodetic methods
 FF1366.and adjusted by the National Geodetic Survey in September 1999..
 FF1366
 FF1366.The orthometric height was determined by differential leveling
 FF1366.and adjusted by the National Geodetic Survey in June 1991..
 FF1366
 FF1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1366
 FF1366.The geoid height was determined by GEOID03.
 FF1366
 FF1366.The dynamic height is computed by dividing the NAVD 88
 FF1366.geopotential number by the normal gravity value computed on the
 FF1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1366.degrees latitude (g = 980.6199 gals.).
 FF1366
 FF1366.The modeled gravity was interpolated from observed gravity values.
 FF1366
 FF1366;                    North         East     Units Scale Factor Converg.
 FF1366;SPC AR N     -   101,199.821   423,587.265   MT  0.99995333   +0 09 02.9
 FF1366;SPC AR N     -   332,019.75  1,389,719.22   sFT  0.99995333   +0 09 02.9
 FF1366;UTM  15      - 3,900,966.912   614,560.621   MT  0.99976174   +0 43 36.2
 FF1366
 FF1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1366!SPC AR N     -   0.99999218  x   0.99995333  =   0.99994551
 FF1366!UTM  15      -   0.99999218  x   0.99976174  =   0.99975392
 FF1366
 FF1366:                Primary Azimuth Mark                     Grid Az
 FF1366:SPC AR N     -  SEARCY MUNICIPAL TANK                    023 46 38.0
 FF1366:UTM  15      -  SEARCY MUNICIPAL TANK                    023 12 04.7
 FF1366
 FF1366|---------------------------------------------------------------------|
 FF1366| PID    Reference Object                     Distance      Geod. Az  |
 FF1366|                                                           dddmmss.s |
 FF1366| FF1847 SEARCY MUNICIPAL TANK               APPROX. 4.2 KM 0235540.9 |
 FF1366| FF1843 JUDSONIA MUNICIPAL TANK             APPROX. 9.9 KM 0713339.5 |
 FF1366| FF1845 DONIPHAN BLOXONEND FLOOR STK        APPROX. 6.2 KM 0825405.1 |
 FF1366| FF1842 DONIPHAN BLOXONEND FLOORING TK      APPROX. 6.4 KM 0840257.8 |
 FF1366| FF1367 SEARCY RM 1                          52.514 METERS 09924     |
 FF1366| FF1854 SEARCY FEDERAL COMPRESS E TANK      APPROX. 1.3 KM 1013528.8 |
 FF1366| CI2291 SEARCY RM 2                          69.534 METERS 17245     |
 FF1366| CI2290 SEARCY AZ MK                                       2515257.2 |
 FF1366|---------------------------------------------------------------------|
 FF1366
 FF1366                          SUPERSEDED SURVEY CONTROL
 FF1366
 FF1366  NAD 83(1986)-  35 14 42.89282(N)    091 44 26.98674(W) AD(       ) 2
 FF1366  NAD 27      -  35 14 42.58700(N)    091 44 26.49000(W) AD(       ) 2
 FF1366  NGVD 29 (??/??/??)   77.090  (m)          252.92   (f) ADJUSTED    1 2
 FF1366
 FF1366.Superseded values are not recommended for survey control.
 FF1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1366.See file dsdata.txt to determine how the superseded data were derived.
 FF1366
 FF1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1456100967(NAD 83)
 FF1366_MARKER: DS = TRIANGULATION STATION DISK
 FF1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1366_STAMPING: SEARCY 1934
 FF1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1366+STABILITY: SURFACE MOTION
 FF1366
 FF1366  HISTORY     - Date     Condition        Report By
 FF1366  HISTORY     - 1934     MONUMENTED       CGS
 FF1366  HISTORY     - 1951     GOOD             CGS
 FF1366  HISTORY     - 1955     GOOD             CGS
 FF1366  HISTORY     - 1955     GOOD             CGS
 FF1366  HISTORY     - 1962     GOOD             USGS
 FF1366  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1366
 FF1366                          STATION DESCRIPTION
 FF1366
 FF1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1366'STATION IS LOCATED IN THE S PART OF THE TOWN OF SEARCY, IN A
 FF1366'VACANT LOT, LAND BELONGING TO CLARENCE HASSEL.  MARK IS ON W
 FF1366'SIDE OF U.S. ROUTE 67 AND U.S. ROUTE 64, W, ABOUT 120 METERS N OF
 FF1366'THE RAILROAD CROSSING, 16.77 METERS W OF CENTER LINE OF U.S.
 FF1366'ROUTE 67.  THE GULF REFINING BULK PLANT IS LOCATED AT THE
 FF1366'RAILROAD CROSSING.  THE MARK PROJECTS ABOUT 6 INCHES.
 FF1366'
 FF1366'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FF1366'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 FF1366'
 FF1366'REFERENCE MARK NO. 1 IS 52.514 METERS, (172.26 FEET) FROM THE
 FF1366'STATION, 38 METERS E OF CENTER LINE OF PAVEMENT OF U.S. ROUTE
 FF1366'67, ON AN E-W FENCE LINE ABOUT 110 METERS N OF RAILROAD CROSSING.
 FF1366'
 FF1366'REFERENCE MARK NO. 2 IS 69.534 METERS, (228.08 FEET) FROM
 FF1366'STATION.  IT IS ON FENCE LINE 5 METERS W OF CENTER LINE OF
 FF1366'PAVEMENT OF U.S. ROUTE 67, AND ABOUT 60 METERS N OF RAILROAD
 FF1366'CROSSING.  MARKS PROJECT ABOUT 6 INCHES.
 FF1366'
 FF1366'TO REACH THE AZIMUTH MARK FROM STATION, GO N 1-1/2 BLOCKS
 FF1366'TO PLEASURE STREET, TURN LEFT AND GO 1.5 MILES TO SECOND ROAD
 FF1366'OFF LEFT OF HIGHWAY, TURN LEFT AND GO 0.8 MILE TO BROWN FRAME
 FF1366'HOUSE BELONGING TO A.T. MARDIS, TURN RIGHT AND GO 0.3 MILE
 FF1366'TO CROSSING LEADING INTO FIELD ON THE N, TURN RIGHT AND GO
 FF1366'0.1 MILE TO SMALL SHACK.  THE MARK IS IN THE FENCE LINE ON THE
 FF1366'W SIDE OF SHACK AND ABOUT 10 PACES N.  THE LAND BELONGS AT
 FF1366'PRESENT TO A.T. MARDIS.  THE MARK PROJECTS ABOUT 6 INCHES.
 FF1366'
 FF1366'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 FF1366
 FF1366                          STATION RECOVERY (1951)
 FF1366
 FF1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 FF1366'STATION RECOVERED IN GOOD CONDITION ABOUT FLUSH WITH THE SURFACE
 FF1366'OF THE GROUND.  IT IS LOCATED IN THE FRONT YARD OF HOUSE NO.
 FF1366'406 SOUTH FIRST STREET, 15.3 FT. NE OF THE SE CORNER OF THE HOUSE,
 FF1366'AND 5.3 FT. S OF THE SIDEWALK LEADING FROM ROAD TO HOUSE.
 FF1366'
 FF1366'REFERENCE MARK 1 FOUND IN GOOD CONDITION ABOUT 8 IN. ABOVE THE
 FF1366'SURFACE OF THE GROUND.  IT IS IN THE NE CORNER OF THE ROCK LODGE
 FF1366'CABIN GROUNDS.
 FF1366'
 FF1366'REFERENCE MARK 2 HAS BEEN DESTROYED.
 FF1366'
 FF1366'AZIMUTH MARK WAS FOUND AS PREVIOUSLY DESCRIBED AND IS IN GOOD
 FF1366'CONDITION.  IT IS ABOUT 8 IN. ABOVE THE SURFACE OF THE GROUND.
 FF1366'
 FF1366'THE PROPERTY IS OWNED BY MR. A.L. QUATTLEBAUM.
 FF1366
 FF1366                          STATION RECOVERY (1955)
 FF1366
 FF1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FF1366'0.2 MI. W ALONG WEST ARCH STREET FROM THE COURTHOUSE AT SEARCY,
 FF1366'THENCE 0.1 MI. S ALONG NORTH FIRST STREET, THENCE 0.2 MI. S ALONG
 FF1366'SOUTH FIRST STREET, 0.2 MI. S OF STATE HIGHWAY 36, ACROSS THE
 FF1366'STREET FROM THE ROCK LODGE CABINS, 45 FT. W OF THE CENTERLINE OF
 FF1366'SOUTH FIRST STREET, 15 FT. E OF THE SE CORNER OF HOUSE NO. 406,
 FF1366'5.7 FT. S OF THE S EDGE OF A SIDEWALK, A TRIANGULATION-STATION
 FF1366'DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND,
 FF1366'AND STAMPED SEARCY 1934.
 FF1366'
 FF1366'REFERENCE MARK 1 IS 172.2 FT. E OF THE TRIANGULATION STATION,
 FF1366'115 FT. E OF THE CENTERLINE OF SOUTH FIRST STREET, 113 FT.
 FF1366'NE OF A WITNESS POST, 76 FT. N OF THE NW CORNER OF THE N
 FF1366'CABIN AT THE ROCK LODGE CABIN COURT, 25 FT. W OF A FENCE,
 FF1366'8.5 FT. S OF A FENCE, A REFERENCE-MARK DISK, SET IN THE TOP
 FF1366'OF A CONCRETE POST PROJECTING 1.0 FT. ABOVE THE GROUND, AND
 FF1366'STAMPED SEARCY NO 1 1934.
 FF1366'
 FF1366'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 FF1366'PROBABLY UNDER THE CONCRETE APRON AT A SERVICE STATION.
 FF1366
 FF1366                          STATION RECOVERY (1955)
 FF1366
 FF1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF1366'0.5 MI SW FROM SEARCY.
 FF1366'0.2 MILE WEST ALONG WEST ARCH STREET FROM THE COURTHOUSE AT
 FF1366'SEARCY, THENCE 0.1 MILE SOUTH ALONG NORTH FIRST STREET, THENCE
 FF1366'0.2 MILE SOUTH ALONG SOUTH FIRST STREET, 0.2 MILE SOUTH OF STATE
 FF1366'HIGHWAY 36, ACROSS THE STREET FROM THE ROCK LODGE CABINS, 45
 FF1366'FEET WEST OF THE CENTER LINE OF SOUTH FIRST STREET, 15 FEET EAST
 FF1366'OF THE SOUTHEAST CORNER OF HOUSE 406, 5.7 FEET SOUTH OF THE
 FF1366'SOUTH EDGE OF A SIDEWALK, SET IN THE TOP OF A CONCRETE POST WHICH
 FF1366'IS FLUSH WITH THE GROUND.
 FF1366
 FF1366                          STATION RECOVERY (1962)
 FF1366
 FF1366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FF1366'STATION IS LOCATED IN SEARCY, ABOUT 120 METERS N OF CROSSING OF
 FF1366'A RAILROAD AND SOUTH ELM STREET (A GULF REFINING BULK PLANT
 FF1366'IS NEAR THE CROSSING), 16.77 METERS W OF CENTER LINE OF
 FF1366'S. ELM ST., 15 FEET E OF SOUTHEAST CORNER OF A RESIDENCE, 18
 FF1366'FEET N OF A HEDGE, SET IN A CONCRETE POST, FLUSH WITH THE GROUND,
 FF1366'A STANDARD USC AND GS DISK STAMPED SEARCY 1934.
 FF1366
 FF1366                          STATION RECOVERY (2003)
 FF1366
 FF1366'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1844 ***********************************************************************
 FF1844  DESIGNATION -  SEARCY ARK PWR LT RAD STA MAST
 FF1844  PID         -  FF1844
 FF1844  STATE/COUNTY-  AR/WHITE
 FF1844  USGS QUAD   -  JUDSONIA (1994)
 FF1844
 FF1844                         *CURRENT SURVEY CONTROL
 FF1844  ___________________________________________________________________
 FF1844* NAD 83(1997)-  35 15 53.10122(N)    091 44 47.57837(W)     ADJUSTED  
 FF1844* NAVD 88     -                                                        
 FF1844  ___________________________________________________________________
 FF1844  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FF1844  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF1844
 FF1844  HORZ ORDER  -  THIRD
 FF1844
 FF1844.The horizontal coordinates were established by classical geodetic methods
 FF1844.and adjusted by the National Geodetic Survey in September 1999..
 FF1844
 FF1844
 FF1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1844
 FF1844.The geoid height was determined by GEOID03.
 FF1844
 FF1844;                    North         East     Units Scale Factor Converg.
 FF1844;SPC AR N     -   103,362.333   423,061.111   MT  0.99995139   +0 08 50.9
 FF1844;SPC AR N     -   339,114.59  1,387,993.00   sFT  0.99995139   +0 08 50.9
 FF1844;UTM  15      - 3,903,123.612   614,012.855   MT  0.99976020   +0 43 25.6
 FF1844
 FF1844                          SUPERSEDED SURVEY CONTROL
 FF1844
 FF1844  NAD 83(1986)-  35 15 53.11203(N)    091 44 47.57649(W) AD(       ) 4
 FF1844  NAD 27      -  35 15 52.80800(N)    091 44 47.07600(W) AD(       ) 3
 FF1844
 FF1844.Superseded values are not recommended for survey control.
 FF1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1844.See file dsdata.txt to determine how the superseded data were derived.
 FF1844
 FF1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1401303124(NAD 83)
 FF1844_MARKER: 42 = RADIO/TV MAST
 FF1844
 FF1844  HISTORY     - Date     Condition        Report By
 FF1844  HISTORY     - 1962     FIRST OBSERVED   CGS
 FF1844
 FF1844                          STATION DESCRIPTION
 FF1844
 FF1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1844'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS LOCATED
 FF1844'ABOUT 1 MILE NORTHWEST OF SEARCY, ALONG THE WEST SIDE OF
 FF1844'STATE HIGHWAY 16.
 FF1844'
 FF1844'THE MAST IS A SLENDER, GUYED STEEL STRUCTURE WHICH HAS A
 FF1844'SINGLE RED LIGHT AND A SMALL ANTENNA ON THE TOP AND HAS AN
 FF1844'OVERALL HEIGHT OF 153 FEET.  IT IS OWNED BY THE ARKANSAS
 FF1844'POWER AND LIGHT CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1854 ***********************************************************************
 FF1854  DESIGNATION -  SEARCY FEDERAL COMPRESS E TANK
 FF1854  PID         -  FF1854
 FF1854  STATE/COUNTY-  AR/WHITE
 FF1854  USGS QUAD   -  KENSETT (1994)
 FF1854
 FF1854                         *CURRENT SURVEY CONTROL
 FF1854  ___________________________________________________________________
 FF1854* NAD 83(1997)-  35 14 34.72973(N)    091 43 38.54585(W)     ADJUSTED  
 FF1854* NAVD 88     -                                                        
 FF1854  ___________________________________________________________________
 FF1854  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FF1854  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1854
 FF1854  HORZ ORDER  -  THIRD
 FF1854
 FF1854.The horizontal coordinates were established by classical geodetic methods
 FF1854.and adjusted by the National Geodetic Survey in September 1999..
 FF1854
 FF1854
 FF1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1854
 FF1854.The geoid height was determined by GEOID03.
 FF1854
 FF1854;                    North         East     Units Scale Factor Converg.
 FF1854;SPC AR N     -   100,951.856   424,812.565   MT  0.99995357   +0 09 31.1
 FF1854;SPC AR N     -   331,206.21  1,393,739.22   sFT  0.99995357   +0 09 31.1
 FF1854;UTM  15      - 3,900,731.320   615,788.118   MT  0.99976522   +0 44 04.0
 FF1854
 FF1854                          SUPERSEDED SURVEY CONTROL
 FF1854
 FF1854  NAD 83(1986)-  35 14 34.73906(N)    091 43 38.54477(W) AD(       ) 4
 FF1854  NAD 27      -  35 14 34.43300(N)    091 43 38.04600(W) AD(       ) 3
 FF1854
 FF1854.Superseded values are not recommended for survey control.
 FF1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1854.See file dsdata.txt to determine how the superseded data were derived.
 FF1854
 FF1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1578800731(NAD 83)
 FF1854_MARKER: 51 = TANK
 FF1854
 FF1854  HISTORY     - Date     Condition        Report By
 FF1854  HISTORY     - 1934     FIRST OBSERVED   CGS
 FF1854  HISTORY     - 1962     GOOD             CGS
 FF1854
 FF1854                          STATION DESCRIPTION
 FF1854
 FF1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1854'THE STATION IS THE BALL ATOP THE EAST ONE OF TWO WATER TANKS
 FF1854'WHICH ARE LOCATED IN THE SOUTHEAST PART OF SEARCY, JUST
 FF1854'SOUTH OF THE FEDERAL COMPRESS CO. WAREHOUSE.
 FF1854'
 FF1854'THE TANK IS SILVER IN COLOR, HAS THE LETTERING FEDERAL COMPRESS
 FF1854'ON THE SOUTH SIDE, SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 FF1854'AND IS 125 FEET IN HEIGHT.
 FF1854'
 FF1854'THIS TANK IS ABOUT 0.1 MILE EAST OF ANOTHER SILVER TANK
 FF1854'WHICH IS BOWL SHAPED AND ABOUT THE SAME HEIGHT.
 FF1854'
 FF1854'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1856 ***********************************************************************
 FF1856  DESIGNATION -  SEARCY FEDERAL COMPRESS W TANK
 FF1856  PID         -  FF1856
 FF1856  STATE/COUNTY-  AR/WHITE
 FF1856  USGS QUAD   -  KENSETT (1994)
 FF1856
 FF1856                         *CURRENT SURVEY CONTROL
 FF1856  ___________________________________________________________________
 FF1856* NAD 83(1997)-  35 14 36.65071(N)    091 43 46.05983(W)     ADJUSTED  
 FF1856* NAVD 88     -                                                        
 FF1856  ___________________________________________________________________
 FF1856  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FF1856  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1856
 FF1856  HORZ ORDER  -  THIRD
 FF1856
 FF1856.The horizontal coordinates were established by classical geodetic methods
 FF1856.and adjusted by the National Geodetic Survey in September 1999..
 FF1856
 FF1856
 FF1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1856
 FF1856.The geoid height was determined by GEOID03.
 FF1856
 FF1856;                    North         East     Units Scale Factor Converg.
 FF1856;SPC AR N     -   101,010.530   424,622.439   MT  0.99995351   +0 09 26.7
 FF1856;SPC AR N     -   331,398.71  1,393,115.45   sFT  0.99995351   +0 09 26.7
 FF1856;UTM  15      - 3,900,788.069   615,597.447   MT  0.99976468   +0 43 59.7
 FF1856
 FF1856                          SUPERSEDED SURVEY CONTROL
 FF1856
 FF1856  NAD 83(1986)-  35 14 36.66055(N)    091 43 46.05581(W) AD(       ) 4
 FF1856  NAD 27      -  35 14 36.35600(N)    091 43 45.55900(W) AD(       ) 3
 FF1856
 FF1856.Superseded values are not recommended for survey control.
 FF1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1856.See file dsdata.txt to determine how the superseded data were derived.
 FF1856
 FF1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1559700788(NAD 83)
 FF1856_MARKER: 53 = ELEVATED TANK
 FF1856
 FF1856  HISTORY     - Date     Condition        Report By
 FF1856  HISTORY     - 1962     FIRST OBSERVED   CGS
 FF1856
 FF1856                          STATION DESCRIPTION
 FF1856
 FF1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1856'THE STATION IS THE BALL ATOP THE WEST ONE OF TWO WATER TANKS
 FF1856'WHICH ARE LOCATED IN THE SOUTHEAST PART OF SEARCY, JUST SOUTH
 FF1856'OF THE FEDERAL COMPRESS CO. WAREHOUSE.
 FF1856'
 FF1856'THE TANK IS SILVER IN COLOR, HAS THE BLACK LETTERING FEDERAL
 FF1856'COMPRESS ON THE NORTH SIDE, SUPPORTED BY A FOUR LEGGED STEEL
 FF1856'STRUCTURE AND IS 125 FEET IN HEIGHT.
 FF1856'
 FF1856'THIS TANK IS ABOUT 0.1 MILE WEST OF ANORTHER SILVER TANK
 FF1856'WHICH IS ABOUT THE SAME HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1867 ***********************************************************************
 FF1867  DESIGNATION -  SEARCY MORRIS SCH FOR BOYS TK
 FF1867  PID         -  FF1867
 FF1867  STATE/COUNTY-  AR/WHITE
 FF1867  USGS QUAD   -  LETONA (1962)
 FF1867
 FF1867                         *CURRENT SURVEY CONTROL
 FF1867  ___________________________________________________________________
 FF1867* NAD 83(1997)-  35 16 27.60990(N)    091 51 56.10088(W)     ADJUSTED  
 FF1867* NAVD 88     -                                                        
 FF1867  ___________________________________________________________________
 FF1867  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FF1867  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF1867
 FF1867  HORZ ORDER  -  THIRD
 FF1867
 FF1867.The horizontal coordinates were established by classical geodetic methods
 FF1867.and adjusted by the National Geodetic Survey in September 1999..
 FF1867
 FF1867
 FF1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1867
 FF1867.The geoid height was determined by GEOID03.
 FF1867
 FF1867;                    North         East     Units Scale Factor Converg.
 FF1867;SPC AR N     -   104,404.443   412,228.925   MT  0.99995048   +0 04 41.6
 FF1867;SPC AR N     -   342,533.58  1,352,454.40   sFT  0.99995048   +0 04 41.6
 FF1867;UTM  15      - 3,904,056.465   603,172.958   MT  0.99973118   +0 39 18.6
 FF1867
 FF1867                          SUPERSEDED SURVEY CONTROL
 FF1867
 FF1867  NAD 83(1986)-  35 16 27.62080(N)    091 51 56.10199(W) AD(       ) 4
 FF1867  NAD 27      -  35 16 27.31900(N)    091 51 55.58700(W) AD(       ) 3
 FF1867
 FF1867.Superseded values are not recommended for survey control.
 FF1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1867.See file dsdata.txt to determine how the superseded data were derived.
 FF1867
 FF1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0317304056(NAD 83)
 FF1867_MARKER: 53 = ELEVATED TANK
 FF1867
 FF1867  HISTORY     - Date     Condition        Report By
 FF1867  HISTORY     - 1962     FIRST OBSERVED   CGS
 FF1867
 FF1867                          STATION DESCRIPTION
 FF1867
 FF1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1867'THE STATION IS THE BALL ATOP THE WATER TANK WHICH IS LOCATED
 FF1867'ABOUT 9 MILES WEST AND 1 MILE NORTH OF SEARCY, AT THE SITE
 FF1867'OF THE MORRIS SCHOOL FOR BOYS, AND ABOUT 200 FEET SOUTHWEST
 FF1867'OF THE SCHOOLS BOILER ROOM.
 FF1867'
 FF1867'THE TANK IS SILVER IN COLOR, SUPPORTED BY A FOUR-LEGGED STEEL
 FF1867'STRUCTURE AND HAS AN OVERALL HEIGHT OF 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1847 ***********************************************************************
 FF1847  DESIGNATION -  SEARCY MUNICIPAL TANK
 FF1847  PID         -  FF1847
 FF1847  STATE/COUNTY-  AR/WHITE
 FF1847  USGS QUAD   -  JUDSONIA (1994)
 FF1847
 FF1847                         *CURRENT SURVEY CONTROL
 FF1847  ___________________________________________________________________
 FF1847* NAD 83(1997)-  35 16 48.50036(N)    091 43 19.00915(W)     ADJUSTED  
 FF1847* NAVD 88     -                                                        
 FF1847  ___________________________________________________________________
 FF1847  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FF1847  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1847
 FF1847  HORZ ORDER  -  THIRD
 FF1847
 FF1847.The horizontal coordinates were established by classical geodetic methods
 FF1847.and adjusted by the National Geodetic Survey in September 1999..
 FF1847
 FF1847
 FF1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1847
 FF1847.The geoid height was determined by GEOID03.
 FF1847
 FF1847;                    North         East     Units Scale Factor Converg.
 FF1847;SPC AR N     -   105,075.587   425,294.838   MT  0.99994994   +0 09 42.5
 FF1847;SPC AR N     -   344,735.49  1,395,321.48   sFT  0.99994994   +0 09 42.5
 FF1847;UTM  15      - 3,904,858.923   616,228.820   MT  0.99976648   +0 44 17.7
 FF1847
 FF1847                          SUPERSEDED SURVEY CONTROL
 FF1847
 FF1847  NAD 83(1986)-  35 16 48.50856(N)    091 43 19.01037(W) AD(       ) 4
 FF1847  NAD 27      -  35 16 48.20200(N)    091 43 18.51500(W) AD(       ) 3
 FF1847
 FF1847.Superseded values are not recommended for survey control.
 FF1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1847.See file dsdata.txt to determine how the superseded data were derived.
 FF1847
 FF1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1622904859(NAD 83)
 FF1847_MARKER: 51 = TANK
 FF1847
 FF1847  HISTORY     - Date     Condition        Report By
 FF1847  HISTORY     - 1934     FIRST OBSERVED   CGS
 FF1847  HISTORY     - 1962     GOOD             CGS
 FF1847
 FF1847                          STATION DESCRIPTION
 FF1847
 FF1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1847'THE STATION IS THE BALL ATOP THE WATER TANK WHICH IS LOCATED
 FF1847'ABOUT 2-3/4 MILES NORTH-NORTHEAST OF SEARCY, ON THE SUMMIT
 FF1847'OF A TIMBERED RIDGE AND AT THE SITE OF THE SEARCY WATER WORKS
 FF1847'PLANT.
 FF1847'
 FF1847'THE TANK IS SILVER, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 FF1847'AND IS 60 FEET IN HEIGHT.
 FF1847'
 FF1847'NOTE- THIS TANK WAS NOT PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1858 ***********************************************************************
 FF1858  DESIGNATION -  SEARCY NAT GAS P L AMERICA TWR
 FF1858  PID         -  FF1858
 FF1858  STATE/COUNTY-  AR/WHITE
 FF1858  USGS QUAD   -  GARNER (1981)
 FF1858
 FF1858                         *CURRENT SURVEY CONTROL
 FF1858  ___________________________________________________________________
 FF1858* NAD 83(1997)-  35 12 27.87373(N)    091 46 20.47733(W)     ADJUSTED  
 FF1858* NAVD 88     -                                                        
 FF1858  ___________________________________________________________________
 FF1858  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FF1858  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1858
 FF1858  HORZ ORDER  -  THIRD
 FF1858
 FF1858.The horizontal coordinates were established by classical geodetic methods
 FF1858.and adjusted by the National Geodetic Survey in September 1999..
 FF1858
 FF1858
 FF1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1858
 FF1858.The geoid height was determined by GEOID03.
 FF1858
 FF1858;                    North         East     Units Scale Factor Converg.
 FF1858;SPC AR N     -    97,032.196   420,727.752   MT  0.99995739   +0 07 56.9
 FF1858;SPC AR N     -   318,346.46  1,380,337.63   sFT  0.99995739   +0 07 56.9
 FF1858;UTM  15      - 3,896,771.598   611,743.679   MT  0.99975388   +0 42 28.3
 FF1858
 FF1858                          SUPERSEDED SURVEY CONTROL
 FF1858
 FF1858  NAD 83(1986)-  35 12 27.88247(N)    091 46 20.47525(W) AD(       ) 4
 FF1858  NAD 27      -  35 12 27.57800(N)    091 46 19.97400(W) AD(       ) 3
 FF1858
 FF1858.Superseded values are not recommended for survey control.
 FF1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1858.See file dsdata.txt to determine how the superseded data were derived.
 FF1858
 FF1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1174496772(NAD 83)
 FF1858_MARKER: 45 = MICROWAVE TOWER
 FF1858
 FF1858  HISTORY     - Date     Condition        Report By
 FF1858  HISTORY     - 1962     FIRST OBSERVED   CGS
 FF1858
 FF1858                          STATION DESCRIPTION
 FF1858
 FF1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1858'THE TOWER IS A TWO-LEGGED STEEL STRUCTURE, WITH BRACING
 FF1858'BETWEEN THE LEGS, A LARGE REFLECTOR NEAR THE TOP CENTER
 FF1858'OF THE LEGS, A SMALL ANTENNA ON THE EAST LEG AND A RED LIGHT
 FF1858'ON THE WEST LEG.  IT IS 250 FEET IN HEIGHT.
 FF1858'
 FF1858'IT IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF SEARCY, 2 MILES
 FF1858'EAST OF U.S. HIGHWAY 67, AT THE SITE OF A PUMP STATION AND
 FF1858'OWNED BY THE NATURAL GAS AND PIPELINE CO. OF AMERICA.
 FF1858'
 FF1858'THE RED LIGHT ATOP ATOP THE WEST LEG WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1855 ***********************************************************************
 FF1855  DESIGNATION -  SEARCY RADIO STATION KWCB MAST
 FF1855  PID         -  FF1855
 FF1855  STATE/COUNTY-  AR/WHITE
 FF1855  USGS QUAD   -  KENSETT (1994)
 FF1855
 FF1855                         *CURRENT SURVEY CONTROL
 FF1855  ___________________________________________________________________
 FF1855* NAD 83(1997)-  35 14 56.07527(N)    091 41 13.73154(W)     ADJUSTED  
 FF1855* NAVD 88     -                                                        
 FF1855  ___________________________________________________________________
 FF1855  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FF1855  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1855
 FF1855  HORZ ORDER  -  THIRD
 FF1855
 FF1855.The horizontal coordinates were established by classical geodetic methods
 FF1855.and adjusted by the National Geodetic Survey in September 1999..
 FF1855
 FF1855
 FF1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1855
 FF1855.The geoid height was determined by GEOID03.
 FF1855
 FF1855;                    North         East     Units Scale Factor Converg.
 FF1855;SPC AR N     -   101,620.536   428,471.576   MT  0.99995296   +0 10 55.4
 FF1855;SPC AR N     -   333,400.04  1,405,743.83   sFT  0.99995296   +0 10 55.4
 FF1855;UTM  15      - 3,901,436.605   619,439.557   MT  0.99977581   +0 45 28.0
 FF1855
 FF1855                          SUPERSEDED SURVEY CONTROL
 FF1855
 FF1855  NAD 83(1986)-  35 14 56.08690(N)    091 41 13.73071(W) AD(       ) 4
 FF1855  NAD 27      -  35 14 55.78200(N)    091 41 13.23900(W) AD(       ) 3
 FF1855
 FF1855.Superseded values are not recommended for survey control.
 FF1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1855.See file dsdata.txt to determine how the superseded data were derived.
 FF1855
 FF1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1944001437(NAD 83)
 FF1855_MARKER: 42 = RADIO/TV MAST
 FF1855
 FF1855  HISTORY     - Date     Condition        Report By
 FF1855  HISTORY     - 1962     FIRST OBSERVED   CGS
 FF1855
 FF1855                          STATION DESCRIPTION
 FF1855
 FF1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1855'LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 67C, ABOUT 2
 FF1855'MILES EAST OF THE CENTER OF SEARCY.
 FF1855'
 FF1855'THE STATION IS THE RED LIGHT ATOP OF A SLENDER STEEL STRUCTURE,
 FF1855'THE STRUCTURE IS GUYED, PAINTED RED AND WHITE AND HAS AN
 FF1855'OVERALL HEIGHT OF 203 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1367 ***********************************************************************
 FF1367  DESIGNATION -  SEARCY RM 1
 FF1367  PID         -  FF1367
 FF1367  STATE/COUNTY-  AR/WHITE
 FF1367  USGS QUAD   -  KENSETT (1994)
 FF1367
 FF1367                         *CURRENT SURVEY CONTROL
 FF1367  ___________________________________________________________________
 FF1367* NAD 83(1986)-  35 14 42.     (N)    091 44 24.     (W)     SCALED    
 FF1367* NAVD 88     -        76.653  (meters)     251.49   (feet)  ADJUSTED  
 FF1367  ___________________________________________________________________
 FF1367  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1367  DYNAMIC HT  -          76.584 (meters)     251.26  (feet)  COMP
 FF1367  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FF1367
 FF1367  VERT ORDER  -  FIRST     CLASS II
 FF1367
 FF1367.The horizontal coordinates were scaled from a topographic map and have
 FF1367.an estimated accuracy of +/- 6 seconds.
 FF1367
 FF1367.The orthometric height was determined by differential leveling
 FF1367.and adjusted by the National Geodetic Survey in June 1991..
 FF1367
 FF1367.The geoid height was determined by GEOID03.
 FF1367
 FF1367.The dynamic height is computed by dividing the NAVD 88
 FF1367.geopotential number by the normal gravity value computed on the
 FF1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1367.degrees latitude (g = 980.6199 gals.).
 FF1367
 FF1367.The modeled gravity was interpolated from observed gravity values.
 FF1367
 FF1367;                    North         East    Units  Estimated Accuracy
 FF1367;SPC AR N     -   101,170.      423,660.      MT  (+/- 180 meters Scaled)
 FF1367
 FF1367                          SUPERSEDED SURVEY CONTROL
 FF1367
 FF1367  NGVD 29 (??/??/??)   76.604  (m)          251.32   (f) ADJUSTED    1 2
 FF1367
 FF1367.Superseded values are not recommended for survey control.
 FF1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1367.See file dsdata.txt to determine how the superseded data were derived.
 FF1367
 FF1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV146009(NAD 83)
 FF1367_MARKER: DR = REFERENCE MARK DISK
 FF1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1367_STAMPING: SEARCY NO 1 1934
 FF1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1367+STABILITY: SURFACE MOTION
 FF1367
 FF1367  HISTORY     - Date     Condition        Report By
 FF1367  HISTORY     - 1934     MONUMENTED       CGS
 FF1367  HISTORY     - 1955     GOOD             CGS
 FF1367  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1367
 FF1367                          STATION DESCRIPTION
 FF1367
 FF1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1367'0.5 MI SW FROM SEARCY.
 FF1367'0.2 MILE WEST ALONG WEST ARCH STREET FROM THE COURTHOUSE AT
 FF1367'SEARCY, THENCE 0.1 MILE SOUTH ALONG NORTH FIRST STREET, THENCE
 FF1367'0.2 MILE SOUTH ALONG SOUTH FIRST STREET, 0.2 MILE SOUTH OF STATE
 FF1367'HIGHWAY 36, 172.2 FEET EAST OF TRIANGULATION STATION SEARCY 1934,
 FF1367'115 FEET EAST OF THE CENTER LINE OF SOUTH FIRST STREET, 113 FEET
 FF1367'NORTHEAST OF A WITNESS POST, 76 FEET NORTH OF THE NORTHWEST
 FF1367'CORNER OF THE NORTH CABIN OF THE ROCK LODGE CABIN COURT, 25 FEET
 FF1367'WEST OF A FENCE, 8.5 FEET SOUTH OF A FENCE, SET IN THE TOP OF A
 FF1367'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 FF1367
 FF1367                          STATION RECOVERY (2003)
 FF1367
 FF1367'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2155 ***********************************************************************
 FF2155  CBN         -  This is a Cooperative Base Network Control Station.
 FF2155  DESIGNATION -  SEARPORT
 FF2155  PID         -  FF2155
 FF2155  STATE/COUNTY-  AR/WHITE
 FF2155  USGS QUAD   -  KENSETT (1994)
 FF2155
 FF2155                         *CURRENT SURVEY CONTROL
 FF2155  ___________________________________________________________________
 FF2155* NAD 83(1997)-  35 12 51.38743(N)    091 44 08.06117(W)     ADJUSTED  
 FF2155* NAVD 88     -        79.3    (meters)     260.     (feet)  GPS OBS   
 FF2155  ___________________________________________________________________
 FF2155  X           -    -158,000.230 (meters)                     COMP
 FF2155  Y           -  -5,214,404.523 (meters)                     COMP
 FF2155  Z           -   3,657,344.292 (meters)                     COMP
 FF2155  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 FF2155  ELLIP HEIGHT-          51.91  (meters)          (07/20/01) GPS OBS
 FF2155  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF2155
 FF2155  HORZ ORDER  -  B
 FF2155  ELLP ORDER  -  FOURTH    CLASS I
 FF2155
 FF2155.This mark is at Searcy Airport (M07)
 FF2155
 FF2155.The horizontal coordinates were established by GPS observations
 FF2155.and adjusted by the National Geodetic Survey in September 1997..
 FF2155
 FF2155.The orthometric height was determined by GPS observations and a
 FF2155.high-resolution geoid model.
 FF2155
 FF2155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2155
 FF2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2155
 FF2155.The ellipsoidal height was determined by GPS observations
 FF2155.and is referenced to NAD 83.
 FF2155
 FF2155.The geoid height was determined by GEOID03.
 FF2155
 FF2155;                    North         East     Units Scale Factor Converg.
 FF2155;SPC AR N     -    97,765.174   424,074.930   MT  0.99995666   +0 09 13.9
 FF2155;SPC AR N     -   320,751.24  1,391,319.17   sFT  0.99995666   +0 09 13.9
 FF2155;UTM  15      - 3,897,537.998   615,082.666   MT  0.99976322   +0 43 45.1
 FF2155
 FF2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2155!SPC AR N     -   0.99999185  x   0.99995666  =   0.99994851
 FF2155!UTM  15      -   0.99999185  x   0.99976322  =   0.99975507
 FF2155
 FF2155:                Primary Azimuth Mark                     Grid Az
 FF2155:SPC AR N     -  SEARPORT AZ MK                           010 25 48.9
 FF2155:UTM  15      -  SEARPORT AZ MK                           009 51 17.7
 FF2155
 FF2155|---------------------------------------------------------------------|
 FF2155| PID    Reference Object                     Distance      Geod. Az  |
 FF2155|                                                           dddmmss.s |
 FF2155| FF2156 SEARPORT AZ MK                      401.679 METERS 0103502.8 |
 FF2155|---------------------------------------------------------------------|
 FF2155
 FF2155                          SUPERSEDED SURVEY CONTROL
 FF2155
 FF2155  ELLIP H (09/19/97)   51.89   (m)                       GP(       ) 4 1
 FF2155  NAD 83(1986)-  35 12 51.39951(N)    091 44 08.05871(W) AD(       ) 1
 FF2155  NGVD 29 (11/13/90)   79.2    (m)          260.     (f) GPS OBS        
 FF2155
 FF2155.Superseded values are not recommended for survey control.
 FF2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2155.See file dsdata.txt to determine how the superseded data were derived.
 FF2155
 FF2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1508397538(NAD 83)
 FF2155_MARKER: I = METAL ROD
 FF2155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2155_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2155_STAMPING: SEARPORT 1990
 FF2155_MARK LOGO: NGS   
 FF2155_PROJECTION: FLUSH
 FF2155_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2155+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2000
 FF2155_ROD/PIPE-DEPTH: 3.08 meters
 FF2155_SLEEVE-DEPTH  : 0.93 meters
 FF2155
 FF2155  HISTORY     - Date     Condition        Report By
 FF2155  HISTORY     - 1990     MONUMENTED       NGS
 FF2155  HISTORY     - 19970418 GOOD             NGS
 FF2155  HISTORY     - 20000124 GOOD             NGS
 FF2155  HISTORY     - 20030818 MARK NOT FOUND   ARHD
 FF2155  HISTORY     - 20050330 MARK NOT FOUND   ARHD
 FF2155
 FF2155                          STATION DESCRIPTION
 FF2155
 FF2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2155'STATION IS LOCATED ABOUT 14.1 KM (8.8 MI) NORTHEAST OF MCRAE, 6.7 KM
 FF2155'(4.2 MI) WEST-SOUTHWEST OF KENSETT, AND 3.5 KM (2.2 MI) SOUTH OF
 FF2155'SEARCY.  AT THE SEARCY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF SEARCY
 FF2155'AR 72143.  AIRPORT MANAGER IS BUTCH BARKER, RTE. 7, SEARCY AR 72143.
 FF2155'PHONE IS 501-268-9620 OR 501-268-6777.
 FF2155'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 67B AND STATE
 FF2155'HIGHWAY 367 (EXIT 42) ABOUT 4.0 KM (2.5 MI) SOUTH OF SEARCY, GO NORTH
 FF2155'ON U.S. HIGHWAY 67B FOR 0.84 KM (0.52 MI) TO A PAVED ROAD ON THE
 FF2155'LEFT.  TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD AND
 FF2155'NORTHWEST ON A TAXIWAY, AND WEST ACROSS AN APRON AND ALONG A
 FF2155'CONNECTOR FOR 0.31 KM (0.19 MI) TO A TAXIWAY AND THE STATION ON THE
 FF2155'LEFT.
 FF2155'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FF2155'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 24.8 M
 FF2155'(81.4 FT) EAST OF THE TAXIWAY CENTERLINE, 24.1 M (79.1 FT) SOUTH OF
 FF2155'THE CONNECTOR CENTERLINE AND 19.7 M (64.6 FT) SOUTHEAST OF THE CURVED
 FF2155'PAVEMENT AT THE JUNCTION OF THE CONNECTOR AND TAXIWAY.
 FF2155'DESCRIBED BY R.D.BALL.
 FF2155
 FF2155                          STATION RECOVERY (1997)
 FF2155
 FF2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FF2155'RECOVERED AS DESCRIBED.  NOTE--THE AIRPORT MANAGER IS JOHN JACOBI. THE
 FF2155'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A ROD MARK.
 FF2155
 FF2155                          STATION RECOVERY (2000)
 FF2155
 FF2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 FF2155'RECOVERED AS DESCRIBED.
 FF2155
 FF2155                          STATION RECOVERY (2003)
 FF2155
 FF2155'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 FF2155'DESTROYED BY NEW CONSTUCTION AT THE AIRPORT.  REPORTED TO AHTD BY
 FF2155'ENGINEERING FIRM OVERSEEING CONSTRUCTION.
 FF2155
 FF2155                          STATION RECOVERY (2005)
 FF2155
 FF2155'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FF2155'STATION HAS BEEN DESTROYED BY AIRPORT CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2156 ***********************************************************************
 FF2156  DESIGNATION -  SEARPORT AZ MK
 FF2156  PID         -  FF2156
 FF2156  STATE/COUNTY-  AR/WHITE
 FF2156  USGS QUAD   -  KENSETT (1994)
 FF2156
 FF2156                         *CURRENT SURVEY CONTROL
 FF2156  ___________________________________________________________________
 FF2156* NAD 83(1997)-  35 13 04.19960(N)    091 44 05.14387(W)     ADJUSTED  
 FF2156* NAVD 88     -        78.9    (meters)     259.     (feet)  VERTCON   
 FF2156  ___________________________________________________________________
 FF2156  X           -    -157,919.577 (meters)                     COMP
 FF2156  Y           -  -5,214,178.817 (meters)                     COMP
 FF2156  Z           -   3,657,666.628 (meters)                     COMP
 FF2156  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FF2156  ELLIP HEIGHT-          51.48  (meters)          (09/24/01) GPS OBS
 FF2156  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF2156
 FF2156  HORZ ORDER  -  FIRST
 FF2156  ELLP ORDER  -  FOURTH    CLASS II
 FF2156
 FF2156.This mark is at Searcy Airport (M07)
 FF2156
 FF2156.The horizontal coordinates were established by GPS observations
 FF2156.and adjusted by the National Geodetic Survey in September 1999..
 FF2156
 FF2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2156
 FF2156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2156
 FF2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2156
 FF2156.The ellipsoidal height was determined by GPS observations
 FF2156.and is referenced to NAD 83.
 FF2156
 FF2156.The geoid height was determined by GEOID03.
 FF2156
 FF2156;                    North         East     Units Scale Factor Converg.
 FF2156;SPC AR N     -    98,160.198   424,147.646   MT  0.99995626   +0 09 15.6
 FF2156;SPC AR N     -   322,047.25  1,391,557.74   sFT  0.99995626   +0 09 15.6
 FF2156;UTM  15      - 3,897,933.656   615,151.398   MT  0.99976341   +0 43 47.0
 FF2156
 FF2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2156!SPC AR N     -   0.99999192  x   0.99995626  =   0.99994818
 FF2156!UTM  15      -   0.99999192  x   0.99976341  =   0.99975533
 FF2156
 FF2156:                Primary Azimuth Mark                     Grid Az
 FF2156:SPC AR N     -  SEARPORT                                 190 25 48.8
 FF2156:UTM  15      -  SEARPORT                                 189 51 17.4
 FF2156
 FF2156|---------------------------------------------------------------------|
 FF2156| PID    Reference Object                     Distance      Geod. Az  |
 FF2156|                                                           dddmmss.s |
 FF2156| FF2155 SEARPORT                            401.679 METERS 1903504.4 |
 FF2156|---------------------------------------------------------------------|
 FF2156
 FF2156                          SUPERSEDED SURVEY CONTROL
 FF2156
 FF2156  ELLIP H (09/14/99)   51.46   (m)                       GP(       ) 4 1
 FF2156  NAD 83(1986)-  35 13 04.21168(N)    091 44 05.14141(W) AD(       ) 1
 FF2156  NGVD 29 (11/13/90)   78.8    (m)          259.     (f) GPS OBS        
 FF2156
 FF2156.Superseded values are not recommended for survey control.
 FF2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2156.See file dsdata.txt to determine how the superseded data were derived.
 FF2156
 FF2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1515197934(NAD 83)
 FF2156_MARKER: I = METAL ROD
 FF2156_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2156_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2156_STAMPING: SEARPORT AZ MK 1990
 FF2156_MARK LOGO: NGS   
 FF2156_PROJECTION: FLUSH
 FF2156_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2156+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FF2156_ROD/PIPE-DEPTH: 1.79 meters
 FF2156_SLEEVE-DEPTH  : 0.93 meters
 FF2156
 FF2156  HISTORY     - Date     Condition        Report By
 FF2156  HISTORY     - 1990     MONUMENTED       NGS
 FF2156
 FF2156                          STATION DESCRIPTION
 FF2156
 FF2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2156'STATION IS LOCATED ABOUT 14.1 KM (8.8 MI) NORTHEAST OF MCRAE, 6.7 KM
 FF2156'(4.2 MI) WEST-SOUTHWEST OF KENSETT, AND 3.5 KM (2.2 MI) SOUTH OF
 FF2156'SEARCY.  AT THE SEARCY MUNICIPAL BUTCH BARKER, RTE 7, SEARCY, AR
 FF2156'72143. PHONE IS 501-268-9620 OR HOME 501-268-6777.
 FF2156'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 67B AND STATE
 FF2156'HIGHWAY 367 (EXIT 42) ABOUT 4.0 KM (2.5 MI) SOUTH OF SEARCY. GO NORTH
 FF2156'ON  U.S.HIGHWAY 67B FOR 0.84 KM (0.52 MI) TO A PAVED ROAD ON THE
 FF2156'LEFT.  TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD, NORTHWEST
 FF2156'ON A TAXIWAY, AND WEST ACROSS AN APRON AND ALONG A TAXIWAY FOR 0.31
 FF2156'KM (0.19 MI) TO A TAXIWAY.  TURN RIGHT AND GO NORTH ON A TAXIWAY FOR
 FF2156'0.31 KM (0.19 MI) TO THE STATION ON THE RIGHT.
 FF2156'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 FF2156'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 46.6 M
 FF2156'(152.9 FT) EAST-SOUTHEAST OF A WINDSOCK, 28.4 M (93.2 FT)
 FF2156'NORTH-NORTHWEST OF THE CURVED PAVEMENT, 10.8 M (35.4 FT) EAST OF THE
 FF2156'EXTENDED CENTERLINE OF THE TAXIWAY AND 0.75 M (2.46 FT)
 FF2156'SOUTH-SOUTHEAST FROM A CARSONITE WITNESS POST.
 FF2156'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1044 ***********************************************************************
 GE1044  DESIGNATION -  SEDGWICK NW BASE
 GE1044  PID         -  GE1044
 GE1044  STATE/COUNTY-  AR/LAWRENCE
 GE1044  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1044
 GE1044                         *CURRENT SURVEY CONTROL
 GE1044  ___________________________________________________________________
 GE1044* NAD 83(1997)-  36 02 51.36571(N)    090 57 40.54789(W)     ADJUSTED  
 GE1044* NAVD 88     -        81.405  (meters)     267.08   (feet)  ADJUSTED  
 GE1044  ___________________________________________________________________
 GE1044  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 GE1044  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GE1044  DYNAMIC HT  -          81.338 (meters)     266.86  (feet)  COMP
 GE1044  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GE1044
 GE1044  HORZ ORDER  -  FIRST
 GE1044  VERT ORDER  -  FIRST     CLASS II
 GE1044
 GE1044.The horizontal coordinates were established by classical geodetic methods
 GE1044.and adjusted by the National Geodetic Survey in September 1999..
 GE1044
 GE1044.The orthometric height was determined by differential leveling
 GE1044.and adjusted by the National Geodetic Survey in January 1995..
 GE1044
 GE1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1044
 GE1044.The geoid height was determined by GEOID03.
 GE1044
 GE1044.The dynamic height is computed by dividing the NAVD 88
 GE1044.geopotential number by the normal gravity value computed on the
 GE1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1044.degrees latitude (g = 980.6199 gals.).
 GE1044
 GE1044.The modeled gravity was interpolated from observed gravity values.
 GE1044
 GE1044;                    North         East     Units Scale Factor Converg.
 GE1044;SPC AR N     -   190,680.942   493,595.336   MT  0.99996856   +0 36 16.0
 GE1044;SPC AR N     -   625,592.39  1,619,404.03   sFT  0.99996856   +0 36 16.0
 GE1044;UTM  15      - 3,991,151.350   683,648.023   MT  1.00001558   +1 12 00.2
 GE1044
 GE1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1044!SPC AR N     -   0.99999162  x   0.99996856  =   0.99996019
 GE1044!UTM  15      -   0.99999162  x   1.00001558  =   1.00000720
 GE1044
 GE1044:                Primary Azimuth Mark                     Grid Az
 GE1044:SPC AR N     -  WALNUT RIDGE MUNICIPAL TANK              001 23 33.1
 GE1044:UTM  15      -  WALNUT RIDGE MUNICIPAL TANK              000 47 48.9
 GE1044
 GE1044|---------------------------------------------------------------------|
 GE1044| PID    Reference Object                     Distance      Geod. Az  |
 GE1044|                                                           dddmmss.s |
 GE1044| GE1045 WALNUT RIDGE MUNICIPAL TANK         APPROX. 2.4 KM 0015949.1 |
 GE1044| GE1039 COLLEGE CITY MUN TK AND APT BN      APPROX. 8.7 KM 0153329.3 |
 GE1044| GE1038 WALNUT RIDGE RAD STA KRLW MAST      APPROX. 2.7 KM 0433945.3 |
 GE1044| GE1043 HOXIE MUNICIPAL TANK                APPROX. 1.7 KM 2760610.4 |
 GE1044| CI5496 SEDGWICK NW BASE AZ MK                             2820547.1 |
 GE1044| CI5497 SEDGWICK NW BASE RM 1                37.611 METERS 30229     |
 GE1044| GE1040 WALNUT RIDGE FED COMP CO N TK       APPROX. 1.7 KM 3500428.8 |
 GE1044| GE1041 WALNUT RIDGE ARK MO PWR CO STK      APPROX. 1.8 KM 3540426.8 |
 GE1044| CI5498 SEDGWICK NW BASE RM 2                28.243 METERS 35600     |
 GE1044|---------------------------------------------------------------------|
 GE1044
 GE1044                          SUPERSEDED SURVEY CONTROL
 GE1044
 GE1044  NAD 83(1986)-  36 02 51.37641(N)    090 57 40.54751(W) AD(       ) 1
 GE1044  NAD 27      -  36 02 51.12290(N)    090 57 40.11520(W) AD(       ) 1
 GE1044  NGVD 29 (10/05/93)   81.317  (m)          266.79   (f) ADJUSTED    1 2
 GE1044
 GE1044.Superseded values are not recommended for survey control.
 GE1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1044.See file dsdata.txt to determine how the superseded data were derived.
 GE1044
 GE1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8364891151(NAD 83)
 GE1044_MARKER: DS = TRIANGULATION STATION DISK
 GE1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1044_SP_SET: CONCRETE POST
 GE1044_STAMPING: SEDGWICK NW BASE 1953
 GE1044_MARK LOGO: CGS   
 GE1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1044+STABILITY: SURFACE MOTION
 GE1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1044+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 GE1044
 GE1044  HISTORY     - Date     Condition        Report By
 GE1044  HISTORY     - 1953     MONUMENTED       CGS
 GE1044  HISTORY     - 1953     GOOD             CGS
 GE1044  HISTORY     - 19920323 GOOD             NGS
 GE1044  HISTORY     - 20020323 GOOD             USACE
 GE1044  HISTORY     - 20060530 GOOD             ARHD
 GE1044
 GE1044                          STATION DESCRIPTION
 GE1044
 GE1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1044'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF THE CENTER OF THE
 GE1044'BUSINESS DISTRICT OF WALNUT RIDGE AND ABOUT 0.7 MILE EAST
 GE1044'OF THE CENTER OF HOXIE.  IT IS NEAR THE SOUTH EDGE OF A
 GE1044'PASTURE, OWNED BY MR. ARTHUR IVINS, 80 FEET EAST OF THE EAST
 GE1044'END OF A GATE, 50 FEET NORTH OF THE NORTH RAIL OF A RAILROAD,
 GE1044'40 FEET SOUTH OF THE SOUTH BANK OF A DRAINAGE DITCH AND 2 FEET
 GE1044'NORTH OF A FENCE LINE.  IT IS STAMPED SEDGWICK NW BASE 1953
 GE1044'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 GE1044'
 GE1044'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE NORTH RAIL OF THE
 GE1044'RAILROAD, 30 FEET WEST OF THE WEST END OF A GATE AND 2.5 FEET
 GE1044'NORTH OF A FENCE.  IT IS STAMPED SEDGWICK NO 1 1953 AND IS FLUSH
 GE1044'WITH THE SURFACE OF THE GROUND.
 GE1044'
 GE1044'REFERENCE MARK NO. 2 IS 39 FEET NORTHEAST OF THE NORTH END OF A
 GE1044'BRIDGE ACROSS A DRAINAGE DITCH AND 2 FEET SOUTH OF A FENCE.  IT
 GE1044'IS STAMPED SEDGWICK NO 2 1953 AND PROJECTS 4 INCHES.
 GE1044'
 GE1044'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GE1044'IS 101.1 FEET.
 GE1044'
 GE1044'THE AZIMUTH MARK IS LOCATED ABOUT 35 YARDS SOUTHWEST OF A
 GE1044'SCHOOL HOUSE, 33 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 GE1044'63, 1 FOOT SOUTH OF A POWERLINE POLE AND 1 FOOT EAST OF A WITNESS
 GE1044'POST.  IT IS STAMPED SEDGWICK 1953 AND PROJECTS 5 INCHES.
 GE1044'
 GE1044'TO REACH THE STATION FROM THE POST OFFICE IN HOXIE, GO SOUTH
 GE1044'ON U.S. HIGHWAY 67 FOR 0.2 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 GE1044'63.  TURN LEFT ACROSS RAILROAD TRACKS AND GO EASTERLY ON
 GE1044'U.S. HIGHWAY 63 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 GE1044'LEFT AS DESCRIBED.  CONTINUE EASTERLY ON U.S. HIGHWAY 63 FOR 0.4
 GE1044'MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ON DRIVEWAY AND GO
 GE1044'NORTH ACROSS THE RAILROAD TRACKS TO A GATE.  TURN SHARP RIGHT AND
 GE1044'GO EAST ALONG THE FENCE FOR ABOUT 25 YARDS TO THE STATION
 GE1044'AS DESCRIBED.
 GE1044'
 GE1044'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1044
 GE1044                          STATION RECOVERY (1953)
 GE1044
 GE1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GE1044'RECOVERED IN GOOD CONDITION.
 GE1044
 GE1044                          STATION RECOVERY (1992)
 GE1044
 GE1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE1044'1.3 KM (0.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1044'THE MISSOURI PACIFIC RAILROAD IN HOXIE, 44.8 M (147.0 FT) NORTHEAST
 GE1044'OF THE HIGHWAY CENTERLINE, 27.5 M (90.2 FT) SOUTHEAST OF THE CENTER
 GE1044'OF A DRIVEWAY, 15.0 M (49.2 FT) NORTHEAST OF THE NEAR RAIL OF THE
 GE1044'BURLINGTON NORTHERN RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 GE1044'TRACK, 0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE
 GE1044'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 GE1044
 GE1044                          STATION RECOVERY (2002)
 GE1044
 GE1044'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1044'RECOVERED IN GOOD CONDITION.
 GE1044
 GE1044                          STATION RECOVERY (2006)
 GE1044
 GE1044'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 GE1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2127 ***********************************************************************
 FF2127  DESIGNATION -  SEDGWICK SE BASE 2
 FF2127  PID         -  FF2127
 FF2127  STATE/COUNTY-  AR/LAWRENCE
 FF2127  USGS QUAD   -  BONO (1980)
 FF2127
 FF2127                         *CURRENT SURVEY CONTROL
 FF2127  ___________________________________________________________________
 FF2127* NAD 83(1997)-  35 58 39.04049(N)    090 51 40.28527(W)     ADJUSTED  
 FF2127* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 FF2127  ___________________________________________________________________
 FF2127  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FF2127  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF2127
 FF2127  HORZ ORDER  -  SECOND
 FF2127
 FF2127.The horizontal coordinates were established by classical geodetic methods
 FF2127.and adjusted by the National Geodetic Survey in September 1999..
 FF2127
 FF2127.The orthometric height was scaled from a topographic map.
 FF2127
 FF2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2127
 FF2127.The geoid height was determined by GEOID03.
 FF2127
 FF2127;                    North         East     Units Scale Factor Converg.
 FF2127;SPC AR N     -   183,004.280   502,701.965   MT  0.99995943   +0 39 45.6
 FF2127;SPC AR N     -   600,406.54  1,649,281.36   sFT  0.99995943   +0 39 45.6
 FF2127;UTM  15      - 3,983,569.104   692,834.538   MT  1.00005821   +1 15 24.7
 FF2127
 FF2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2127!SPC AR N     -   0.99999181  x   0.99995943  =   0.99995124
 FF2127!UTM  15      -   0.99999181  x   1.00005821  =   1.00005002
 FF2127
 FF2127|---------------------------------------------------------------------|
 FF2127| PID    Reference Object                     Distance      Geod. Az  |
 FF2127|                                                           dddmmss.s |
 FF2127| CI5499 SEDGWICK SE BASE RM 1               199.140 METERS 00144     |
 FF2127| FF2126 SEDGWICK SE BASE                     16.617 METERS 04120     |
 FF2127| FF0721 Z 2                                  65.221 METERS 08622     |
 FF2127| CI5500 SEDGWICK SE BASE 2 RM 3              28.170 METERS 22520     |
 FF2127| FF2128 SEDGWICK SE BASE 3                   29.595 METERS 24956     |
 FF2127| FF0720 Y 2                                 455.911 METERS 3132630.7 |
 FF2127|---------------------------------------------------------------------|
 FF2127
 FF2127                          SUPERSEDED SURVEY CONTROL
 FF2127
 FF2127  NAD 83(1997)-  35 58 39.05091(N)    090 51 40.28519(W) AD(       ) 2
 FF2127  NAD 83(1986)-  35 58 39.05122(N)    090 51 40.28503(W) AD(       ) 2
 FF2127  NAD 27      -  35 58 38.79280(N)    090 51 39.86270(W) AD(       ) 2
 FF2127
 FF2127.Superseded values are not recommended for survey control.
 FF2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2127.See file dsdata.txt to determine how the superseded data were derived.
 FF2127
 FF2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9283583569(NAD 83)
 FF2127_MARKER: DS = TRIANGULATION STATION DISK
 FF2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2127
 FF2127  HISTORY     - Date     Condition        Report By
 FF2127  HISTORY     - 1954     MONUMENTED       CGS
 FF2127  HISTORY     - 1958     GOOD             CGS
 FF2127
 FF2127                          STATION DESCRIPTION
 FF2127
 FF2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2127'THE STATION IS 0.1 MILE EAST OF THE SEDGWICK POST OFFICE,
 FF2127'84 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 43 FEET
 FF2127'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 63 AND 5 FEET NORTH
 FF2127'OF A 4 X 4 INCH WHITE WITNESS POST.
 FF2127'
 FF2127'TO REACH THE STATION FROM THE POST OFFICE IN SEDGWICK, GO
 FF2127'EAST ON U.S. HIGHWAY 63 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 FF2127'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 FF2127'HIGHWAY 63 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 FF2127'
 FF2127'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF2127'SEDGWICK SE BASE 2 1954.
 FF2127'
 FF2127'REFERENCE MARK 1 IS 55 FEET EAST OF THE SOUTHEAST CORNER OF
 FF2127'THE RAILROAD DEPOT, 35 FEET NORTHEAST OF THE NORTH RAIL OF A
 FF2127'RAILROAD TRACK AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE.
 FF2127'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SEDGWICK
 FF2127'SE BASE NO 1 1953.
 FF2127'
 FF2127'BENCH MARK Z 2 WAS USED AS REFERENCE MARK 2.  IT IS 28 FEET
 FF2127'NORTHEAST OF THE NORTH RAIL OF THE RAILROAD TRACK AND 6
 FF2127'FEET WEST OF A TELEPHONE POLE.  IT IS A STANDARD U.S. COAST
 FF2127'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 FF2127'10 X 10 INCH CONCRETE POST WHICH PROJECTS 2 INCHES.  THE DISK
 FF2127'IS STAMPED Z 2 1928.
 FF2127'
 FF2127'REFERENCE MARK 3 IS 49 FEET SOUTHWEST OF THE CENTER OF U.S.
 FF2127'HIGHWAY 63, 14 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY
 FF2127'AND 3 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 5 INCHES
 FF2127'AND THE DISK IS STAMPED SEDGWICK SE BASE 2 1954.
 FF2127'
 FF2127'BENCH MARK Y 2 WAS USED AS THE AZIMUTH MARK.  IT IS 47 FEET
 FF2127'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 63, 26 FEET SOUTHWEST
 FF2127'OF THE SOUTH RAIL OF THE RAILROAD TRACK AND 1 FOOT EAST
 FF2127'OF A 4 X 4 INCH WHITE WITNESS POST.  IT IS A STANDARD U.S.
 FF2127'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 FF2127'10 X 10 INCH CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 FF2127'DISK IS STAMPED Y 2 1928.
 FF2127'
 FF2127'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2127
 FF2127                          STATION RECOVERY (1958)
 FF2127
 FF2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 FF2127'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FF2127'FOUND IN GOOD CONDITION.  THE RELOCATION OF U.S. HIGHWAY 63
 FF2127'THROUGH THE TOWN OF SEDGWICK WILL DESTROY THE STATION MARK.  IT
 FF2127'WAS MOVED.  BENCH MARK Z 2 1928 WAS NOT TIED INTO THE NEW
 FF2127'STATION DUE TO OBSTRUCTIONS.  FOR DETAILS, SEE THE DESCRIPTION
 FF2127'OF SEDGWICK SE BASE 3 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2128 ***********************************************************************
 FF2128  DESIGNATION -  SEDGWICK SE BASE 3
 FF2128  PID         -  FF2128
 FF2128  STATE/COUNTY-  AR/LAWRENCE
 FF2128  USGS QUAD   -  BONO (1980)
 FF2128
 FF2128                         *CURRENT SURVEY CONTROL
 FF2128  ___________________________________________________________________
 FF2128* NAD 83(1997)-  35 58 38.71109(N)    090 51 41.39490(W)     ADJUSTED  
 FF2128* NAVD 88     -        79.969  (meters)     262.37   (feet)  ADJUSTED  
 FF2128  ___________________________________________________________________
 FF2128  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FF2128  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF2128  DYNAMIC HT  -          79.902 (meters)     262.15  (feet)  COMP
 FF2128  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 FF2128
 FF2128  HORZ ORDER  -  SECOND
 FF2128  VERT ORDER  -  FIRST     CLASS II
 FF2128
 FF2128.The horizontal coordinates were established by classical geodetic methods
 FF2128.and adjusted by the National Geodetic Survey in September 1999..
 FF2128
 FF2128.The orthometric height was determined by differential leveling
 FF2128.and adjusted by the National Geodetic Survey in January 1995..
 FF2128
 FF2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2128
 FF2128.The geoid height was determined by GEOID03.
 FF2128
 FF2128.The dynamic height is computed by dividing the NAVD 88
 FF2128.geopotential number by the normal gravity value computed on the
 FF2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2128.degrees latitude (g = 980.6199 gals.).
 FF2128
 FF2128.The modeled gravity was interpolated from observed gravity values.
 FF2128
 FF2128;                    North         East     Units Scale Factor Converg.
 FF2128;SPC AR N     -   182,993.807   502,674.286   MT  0.99995942   +0 39 45.0
 FF2128;SPC AR N     -   600,372.18  1,649,190.55   sFT  0.99995942   +0 39 45.0
 FF2128;UTM  15      - 3,983,558.344   692,806.967   MT  1.00005808   +1 15 24.1
 FF2128
 FF2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2128!SPC AR N     -   0.99999183  x   0.99995942  =   0.99995125
 FF2128!UTM  15      -   0.99999183  x   1.00005808  =   1.00004991
 FF2128
 FF2128|---------------------------------------------------------------------|
 FF2128| PID    Reference Object                     Distance      Geod. Az  |
 FF2128|                                                           dddmmss.s |
 FF2128| CI5499 SEDGWICK SE BASE RM 1                76.764 METERS 02242     |
 FF2128| FF2127 SEDGWICK SE BASE 2                   29.595 METERS 06956     |
 FF2128| CI5500 SEDGWICK SE BASE 2 RM 3              12.390 METERS 14113     |
 FF2128| FF0720 Y 2                                 443.500 METERS 3165156.0 |
 FF2128|---------------------------------------------------------------------|
 FF2128
 FF2128                          SUPERSEDED SURVEY CONTROL
 FF2128
 FF2128  NAD 83(1997)-  35 58 38.72151(N)    090 51 41.39482(W) AD(       ) 2
 FF2128  NAD 83(1986)-  35 58 38.72184(N)    090 51 41.39458(W) AD(       ) 2
 FF2128  NAD 27      -  35 58 38.46330(N)    090 51 40.97230(W) AD(       ) 2
 FF2128  NGVD 29 (10/05/93)   79.886  (m)          262.09   (f) ADJUSTED    1 2
 FF2128
 FF2128.Superseded values are not recommended for survey control.
 FF2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2128.See file dsdata.txt to determine how the superseded data were derived.
 FF2128
 FF2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9280783558(NAD 83)
 FF2128_MARKER: DS = TRIANGULATION STATION DISK
 FF2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2128_SP_SET: CONCRETE POST
 FF2128_STAMPING: SEDGWICK SE BASE 3 1958
 FF2128_MARK LOGO: CGS   
 FF2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2128+STABILITY: SURFACE MOTION
 FF2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2128+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 FF2128
 FF2128  HISTORY     - Date     Condition        Report By
 FF2128  HISTORY     - 1958     MONUMENTED       CGS
 FF2128  HISTORY     - 1958     GOOD             CGS
 FF2128  HISTORY     - 19920323 GOOD             NGS
 FF2128  HISTORY     - 20020827 GOOD             USACE
 FF2128
 FF2128                          STATION DESCRIPTION
 FF2128
 FF2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 FF2128'STATION IS LOCATED IN THE SMALL TOWN OF SEDGWICK NEAR THE
 FF2128'SOUTHEAST END OF THE MAIN BUSINESS STREET ABOUT 100 YARDS
 FF2128'SOUTH OF THE RAILROAD STATION, 90 FEET SOUTHWEST OF THE CENTER
 FF2128'OF NEW U.S. HIGHWAY 63, 51 FEET EAST OF THE EAST CORNER OF
 FF2128'CARPORT OF HOUSE BELONGING TO J.S. FIELDER ON WHOSE PROPERTY
 FF2128'THE STATION IS LOCATED, 30 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 FF2128'OF DRIVEWAY TO HIS HOUSE, AND 2 FEET SOUTHWEST OF THE SOUTHWEST
 FF2128'EDGE OF SIDEWALK.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 FF2128'GROUND AND THE DISK IS STAMPED SEDGWICK SE BASE 3 1958.
 FF2128'
 FF2128'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 55
 FF2128'FEET EAST OF THE SOUTHEAST CORNER OF THE RAILROAD STATION,
 FF2128'35 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE FRISCO RAILROAD
 FF2128'TRACKS, AND 1 FOOT SOUTHEAST OF A TELEGRAPH POLE.  THE MARK
 FF2128'PROJECTS 2 INCHES AND THE DISK IS STAMPED SEDGWICK SE BASE
 FF2128'NO 1 1953.
 FF2128'
 FF2128'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION, 90 FEET
 FF2128'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 63, 14 FEET NORTHWEST
 FF2128'OF THE CENTER OF DRIVEWAY, AND 3 FEET WEST OF A TELEPHONE
 FF2128'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF2128'SEDGWICK SE BASE 2 NO 3 1954.
 FF2128'
 FF2128'BENCH MARK Y 2 1928 WAS USED AS THE AZIMUTH MARK AND IS 47 FEET
 FF2128'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 63, 26 FEET SOUTHWEST
 FF2128'OF THE SOUTHWEST RAIL OF FRISCO RAILROAD TRACKS, AND 1 FOOT
 FF2128'EAST OF A WHITE WITNESS POST.  IT IS A STANDARD U.S. COAST
 FF2128'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 10 X
 FF2128'10 INCH CONCRETE POST WHICH PROJECTS 2 INCHES.  THE DISK IS
 FF2128'STAMPED Y 2 1928.
 FF2128'
 FF2128'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FF2128
 FF2128                          STATION RECOVERY (1958)
 FF2128
 FF2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FF2128'RECOVERED IN GOOD CONDITION.
 FF2128
 FF2128                          STATION RECOVERY (1992)
 FF2128
 FF2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF2128'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 FF2128'IN SEDGWICK, 28.3 M (92.8 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY
 FF2128'CENTERLINE, 22.2 M (72.8 FT) NORTHWEST OF THE NORTH CORNER OF JANET
 FF2128'AND TISHS GROCERY STORE, 15.7 M (51.5 FT) EAST-NORTHEAST OF THE EAST
 FF2128'CORNER OF A HOUSE, 7.1 M (23.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 FF2128'A SIDEWALK, 0.8 M (2.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 FF2128'SIDEWALK, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 FF2128'GROUND SURFACE.
 FF2128
 FF2128                          STATION RECOVERY (2002)
 FF2128
 FF2128'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2087 ***********************************************************************
 DK2087  DESIGNATION -  SELMA
 DK2087  PID         -  DK2087
 DK2087  STATE/COUNTY-  AR/DREW
 DK2087  USGS QUAD   -  SELMA (1960)
 DK2087
 DK2087                         *CURRENT SURVEY CONTROL
 DK2087  ___________________________________________________________________
 DK2087* NAD 83(1997)-  33 41 48.04933(N)    091 34 09.68944(W)     ADJUSTED  
 DK2087* NAVD 88     -        56.44   (+/-2cm)     185.2    (feet)  VERTCON   
 DK2087  ___________________________________________________________________
 DK2087  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DK2087  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DK2087
 DK2087  HORZ ORDER  -  FIRST
 DK2087  VERT ORDER  -  THIRD ? (See Below)
 DK2087
 DK2087.The horizontal coordinates were established by classical geodetic methods
 DK2087.and adjusted by the National Geodetic Survey in September 1999..
 DK2087
 DK2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2087.The vertical order pertains to the NGVD 29 superseded value.
 DK2087
 DK2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2087
 DK2087.The geoid height was determined by GEOID03.
 DK2087
 DK2087;                    North         East     Units Scale Factor Converg.
 DK2087;SPC AR S     -   514,325.183   439,922.918   MT  0.99993574   +0 14 27.7
 DK2087;SPC AR S     - 1,687,415.20  1,443,313.77   sFT  0.99993574   +0 14 27.7
 DK2087;UTM  15      - 3,729,443.821   632,589.741   MT  0.99981673   +0 47 37.8
 DK2087
 DK2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2087!SPC AR S     -   0.99999521  x   0.99993574  =   0.99993095
 DK2087!UTM  15      -   0.99999521  x   0.99981673  =   0.99981194
 DK2087
 DK2087:                Primary Azimuth Mark                     Grid Az
 DK2087:SPC AR S     -  SELMA AZ MK                              062 16 53.2
 DK2087:UTM  15      -  SELMA AZ MK                              061 43 43.1
 DK2087
 DK2087|---------------------------------------------------------------------|
 DK2087| PID    Reference Object                     Distance      Geod. Az  |
 DK2087|                                                           dddmmss.s |
 DK2087| CY6443 SELMA AZ MK                                        0623120.9 |
 DK2087| DK2011 TILLAR MUNICIPAL TANK               APPROX.11.0 KM 0800523.1 |
 DK2087| DK2010 MCGEHEE FED COMPRESS CO TANK        APPROX.17.7 KM 1121931.2 |
 DK2087| DK2008 MCGEHEE ARK P AND L CO TANK         APPROX.17.6 KM 1143021.9 |
 DK2087| CY6444 SELMA RM 1                           58.405 METERS 22535     |
 DK2087| DK2091 MONTICELLO COTTON MILL TANK         APPROX.20.9 KM 2482659.7 |
 DK2087| DK2093 MONTICELLO COTTON MILL STACK        APPROX.21.0 KM 2482844.0 |
 DK2087| DK2086 TYRE FIRE TOWER 4 UNIT 7            APPROX.18.9 KM 2993831.5 |
 DK2087| CY6445 SELMA RM 2                           35.635 METERS 31719     |
 DK2087|---------------------------------------------------------------------|
 DK2087
 DK2087                          SUPERSEDED SURVEY CONTROL
 DK2087
 DK2087  NAD 83(1986)-  33 41 48.05833(N)    091 34 09.68438(W) AD(       ) 1
 DK2087  NAD 27      -  33 41 47.67000(N)    091 34 09.23200(W) AD(       ) 1
 DK2087  NGVD 29 (07/19/86)   56.56   (m)          185.6    (f) LEVELING    3  
 DK2087
 DK2087.Superseded values are not recommended for survey control.
 DK2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2087.See file dsdata.txt to determine how the superseded data were derived.
 DK2087
 DK2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3259029444(NAD 83)
 DK2087_MARKER: DS = TRIANGULATION STATION DISK
 DK2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2087
 DK2087  HISTORY     - Date     Condition        Report By
 DK2087  HISTORY     - 1939     MONUMENTED       CGS
 DK2087  HISTORY     - 1940     GOOD             CGS
 DK2087  HISTORY     - 20041116 GOOD             INDIV
 DK2087
 DK2087                          STATION DESCRIPTION
 DK2087
 DK2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2087'STATION IS ABOUT 0.1 MILE W OF THE SELMA POST OFFICE IN
 DK2087'THE SE 1/4 OF SW 1/4 OF SEC. 36, T 11S, R 5 W.
 DK2087'
 DK2087'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK2087'BRONZE DISKS SET IN CONCRETE.
 DK2087'
 DK2087'REFERENCE MARK NO. 1 IS SW OF STATION IN E AND W FENCE LINE,
 DK2087'46 FEET SE OF 30-INCH OAK, MARK PROJECTS 8 INCHES.  REFERENCE
 DK2087'MARK NO. 2 IS NW OF STATION, 14 FEET N OF ROAD, 14 FEET W
 DK2087'OF 24-INCH OAK TREE, MARK PROJECTS 6 INCHES.
 DK2087'
 DK2087'AZIMUTH MARK IS 0.3 MILE NE OF STATION.
 DK2087'
 DK2087'STATION CAN BE REACHED FROM THE INTERSECTION OF HIGHWAYS
 DK2087'13, 35 AND 4 IN MONTICELLO BY DRIVING E ON HIGHWAY 4 FOR
 DK2087'13.5 MILES TO ROAD LEADING N AND CURLEY STORE IN NE CORNER
 DK2087'OF INTERSECTION, TURN LEFT (N) AND DRIVE 1.4 MILES TO SELMA
 DK2087'POST OFFICE IN FRED SPENCERS STORE, TURN LEFT AND FOLLOW
 DK2087'OLD ROAD THROUGH GROVE OF TREES 0.1 MILE TO STATION ON LEFT.
 DK2087'MARK IS 6.78 FEET S OF CENTER LINE OF ROAD, 24 FEET SW OF
 DK2087'24-INCH OAK, 31 FEET N OF 24-INCH OAK, 22.5 FEET E OF SE
 DK2087'CORNER OF OLD STAND, 148 FEET N OF E AND W FENCE, MARK
 DK2087'PROJECTS 6 INCHES.
 DK2087'
 DK2087'TO REACH AZIMUTH MARK FROM STATION DRIVE E 0.1 MILE TO SELMA
 DK2087'POST OFFICE, CONTINUE E ON DIRT ROAD 0.3 MILE TO SECOND
 DK2087'HOUSE ON LEFT, DRIVE THROUGH GATE OF BARNYARD WHICH IS JUST
 DK2087'E OF HOUSE AND DRIVE THROUGH GATE IN E FENCE LINE OF BARNYARD,
 DK2087'BEAR N AND W AROUND BARN TO AZIMUTH MARK IN N AND S FENCE
 DK2087'LINE, 92 YARDS N OF BARN, 25 FEET SW OF PERSIMMON TREE,
 DK2087'MARK PROJECTS 6 INCHES.
 DK2087'
 DK2087'A 116-FOOT TOWER WAS USED AT THIS STATION.
 DK2087
 DK2087                          STATION RECOVERY (1940)
 DK2087
 DK2087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2087'STATION RECOVERED, ALL MARKS IN GOOD CONDITION.  LOCATED
 DK2087'11 MILES W, NW OF MC GEHEE, 8 MILES SW OF WINCHESTER AND
 DK2087'7 MILES W OF TILLAR, ON LAND OWNED BY THE TILLAR ESTATE.
 DK2087'
 DK2087'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK2087'BRONZE DISKS SET IN CONCRETE.
 DK2087'AND 11A.
 DK2087'REFERENCE MARK NO. 1 IS IN E AND W FENCE LINE, 46 FEET SE
 DK2087'OF 30-INCH OAK TREE, AND 18 FEET E OF N AND S, AND E AND W
 DK2087'FENCE CORNER.  MARK PROJECTS 8 INCHES AND IS ABOUT 1/2 METER
 DK2087'LOWER THAN THE STATION.  REFERENCE MARK NO. 2 IS 14 FEET
 DK2087'N OF ROAD, AND 14 FEET W OF A 24-INCH OAK TREE.  MARK PROJECTS
 DK2087'6 INCHES AND IS ABOUT 1/2 METER LOWER THAN THE STATION.
 DK2087'
 DK2087'AZIMUTH MARK IS ABOUT 0.5 MILE NE OF STATION.
 DK2087'
 DK2087'THE FOLLOWING ARE 1940 DISTANCES AND DIRECTIONS.
 DK2087'
 DK2087'1940 MEASUREMENTS WERE CHECKED BECAUSE OF DISCREPANCY AND
 DK2087'SHOULD BE CONSIDERED CORRECT.
 DK2087
 DK2087                          STATION RECOVERY (2004)
 DK2087
 DK2087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CB)
 DK2087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0978 ***********************************************************************
 DK0978  DESIGNATION -  SEPARATION BOLT
 DK0978  PID         -  DK0978
 DK0978  STATE/COUNTY-  AR/DESHA
 DK0978  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0978
 DK0978                         *CURRENT SURVEY CONTROL
 DK0978  ___________________________________________________________________
 DK0978* NAD 83(1986)-  33 35 38.     (N)    091 13 57.     (W)     SCALED    
 DK0978* NAVD 88     -        40.072  (meters)     131.47   (feet)  ADJUSTED  
 DK0978  ___________________________________________________________________
 DK0978  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK0978  DYNAMIC HT  -          40.030 (meters)     131.33  (feet)  COMP
 DK0978  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 DK0978
 DK0978  VERT ORDER  -  FIRST     CLASS II
 DK0978
 DK0978.The horizontal coordinates were scaled from a topographic map and have
 DK0978.an estimated accuracy of +/- 6 seconds.
 DK0978
 DK0978.The orthometric height was determined by differential leveling
 DK0978.and adjusted by the National Geodetic Survey in June 1991..
 DK0978
 DK0978.The geoid height was determined by GEOID03.
 DK0978
 DK0978.The dynamic height is computed by dividing the NAVD 88
 DK0978.geopotential number by the normal gravity value computed on the
 DK0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0978.degrees latitude (g = 980.6199 gals.).
 DK0978
 DK0978.The modeled gravity was interpolated from observed gravity values.
 DK0978
 DK0978;                    North         East    Units  Estimated Accuracy
 DK0978;SPC AR S     -   503,110.      471,240.      MT  (+/- 180 meters Scaled)
 DK0978
 DK0978                          SUPERSEDED SURVEY CONTROL
 DK0978
 DK0978  NGVD 29 (??/??/??)   40.190  (m)          131.86   (f) ADJUSTED    1 2
 DK0978
 DK0978.Superseded values are not recommended for survey control.
 DK0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0978.See file dsdata.txt to determine how the superseded data were derived.
 DK0978
 DK0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT640185(NAD 83)
 DK0978_MARKER: B = BOLT
 DK0978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0978_SP_SET: TILE
 DK0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0978
 DK0978  HISTORY     - Date     Condition        Report By
 DK0978  HISTORY     - UNK      MONUMENTED       USE
 DK0978  HISTORY     - 1939     GOOD             CGS
 DK0978
 DK0978                          STATION DESCRIPTION
 DK0978
 DK0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0978'1.5 MI SW FROM ARKANSAS CITY.
 DK0978'A PIPE AND TILE LOCATED ON THE RIGHT BANK OF THE MISSISSIPPI RIVER.
 DK0978'1750 FEET BACK OF THE TOP OF THE LEVEE AT THE YELLOW BEND REVETMENT.
 DK0978'AT POINT WHERE R.R. AND LEVEE SEPARATE.  39 FEET SOUTH OF THE R.R. 39
 DK0978'FEET NORTH OF THE LEVEE.  A BOLT WITH ACCESS THROUGH THE PIPE AND
 DK0978'TILE.  P B M 1 A.R.  AZ 92 - 23 - 23.  DISTANCE 755.9 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0979 ***********************************************************************
 DK0979  DESIGNATION -  SEPARATION CAP
 DK0979  PID         -  DK0979
 DK0979  STATE/COUNTY-  AR/DESHA
 DK0979  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0979
 DK0979                         *CURRENT SURVEY CONTROL
 DK0979  ___________________________________________________________________
 DK0979* NAD 83(1986)-  33 35 38.     (N)    091 13 57.     (W)     SCALED    
 DK0979* NAVD 88     -        41.290  (meters)     135.47   (feet)  ADJUSTED  
 DK0979  ___________________________________________________________________
 DK0979  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK0979  DYNAMIC HT  -          41.247 (meters)     135.32  (feet)  COMP
 DK0979  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 DK0979
 DK0979  VERT ORDER  -  FIRST     CLASS II
 DK0979
 DK0979.The horizontal coordinates were scaled from a topographic map and have
 DK0979.an estimated accuracy of +/- 6 seconds.
 DK0979
 DK0979.The orthometric height was determined by differential leveling
 DK0979.and adjusted by the National Geodetic Survey in June 1991..
 DK0979
 DK0979.The geoid height was determined by GEOID03.
 DK0979
 DK0979.The dynamic height is computed by dividing the NAVD 88
 DK0979.geopotential number by the normal gravity value computed on the
 DK0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0979.degrees latitude (g = 980.6199 gals.).
 DK0979
 DK0979.The modeled gravity was interpolated from observed gravity values.
 DK0979
 DK0979;                    North         East    Units  Estimated Accuracy
 DK0979;SPC AR S     -   503,110.      471,240.      MT  (+/- 180 meters Scaled)
 DK0979
 DK0979                          SUPERSEDED SURVEY CONTROL
 DK0979
 DK0979  NGVD 29 (??/??/??)   41.408  (m)          135.85   (f) ADJUSTED    1 2
 DK0979
 DK0979.Superseded values are not recommended for survey control.
 DK0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0979.See file dsdata.txt to determine how the superseded data were derived.
 DK0979
 DK0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT640185(NAD 83)
 DK0979_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0979_SETTING: 0 = UNSPECIFIED SETTING
 DK0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0979
 DK0979  HISTORY     - Date     Condition        Report By
 DK0979  HISTORY     - UNK      MONUMENTED       USE
 DK0979  HISTORY     - 1939     GOOD             CGS
 DK0979
 DK0979                          STATION DESCRIPTION
 DK0979
 DK0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0979'1.5 MI SW FROM ARKANSAS CITY.
 DK0979'A PIPE AND TILE LOCATED ON THE RIGHT BANK OF THE MISSISSIPPI RIVER.
 DK0979'1750 FEET BACK OF THE TOP OF THE LEVEE AT THE YELLOW BEND REVETMENT.
 DK0979'AT POINT WHERE R.R. AND LEVEE SEPARATE.  39 FEET SOUTH OF THE R.R. 39
 DK0979'FEET NORTH OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1089 ***********************************************************************
 DK1089  DESIGNATION -  SEVEN STAR CAP
 DK1089  PID         -  DK1089
 DK1089  STATE/COUNTY-  AR/CHICOT
 DK1089  USGS QUAD   -  RED LEAF (1970)
 DK1089
 DK1089                         *CURRENT SURVEY CONTROL
 DK1089  ___________________________________________________________________
 DK1089* NAD 83(1986)-  33 21 49.     (N)    091 09 17.     (W)     SCALED    
 DK1089* NAVD 88     -        38.72   (+/-2cm)     127.0    (feet)  VERTCON   
 DK1089  ___________________________________________________________________
 DK1089  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK1089
 DK1089  VERT ORDER  -  ? (See Below)
 DK1089
 DK1089.The horizontal coordinates were scaled from a topographic map and have
 DK1089.an estimated accuracy of +/- 6 seconds.
 DK1089
 DK1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1089.The vertical order pertains to the NGVD 29 superseded value.
 DK1089
 DK1089.The geoid height was determined by GEOID03.
 DK1089
 DK1089;                    North         East    Units  Estimated Accuracy
 DK1089;SPC AR S     -   477,630.      478,670.      MT  (+/- 180 meters Scaled)
 DK1089
 DK1089                          SUPERSEDED SURVEY CONTROL
 DK1089
 DK1089  NGVD 29 (??/??/??)   38.789  (m)          127.26   (f) ADJUSTED    ?  
 DK1089
 DK1089.Superseded values are not recommended for survey control.
 DK1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1089.See file dsdata.txt to determine how the superseded data were derived.
 DK1089
 DK1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS716931(NAD 83)
 DK1089_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1089_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1089
 DK1089  HISTORY     - Date     Condition        Report By
 DK1089  HISTORY     - UNK      MONUMENTED       DOD
 DK1089  HISTORY     - 1934     GOOD             CGS
 DK1089
 DK1089                          STATION DESCRIPTION
 DK1089
 DK1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1089'IN LELAND.
 DK1089'B.M. IS A TILE AND PIPE BENCH LOCATED ON THE RIGHT BANK OF THE MISS.
 DK1089'RIVER, CHICOT CO., ARK., OPPOSITE AND BELOW WARFIELD POINT, MISS., ON
 DK1089'THE LELAND PLANTATION, ONE MILE BELOW PLANTATION BLDGS., 350 FT. BACK
 DK1089'OF LEVEE, AT CORNER OF SEVEN STAR BAPTIST CHURCH, WHERE DIRT ROADS
 DK1089'INTERSECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9671 ***********************************************************************
 DE9671  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9671  DESIGNATION -  SG 782.9R
 DE9671  PID         -  DE9671
 DE9671  STATE/COUNTY-  AR/MISSISSIPPI
 DE9671  USGS QUAD   -  OSCEOLA (1983)
 DE9671
 DE9671                         *CURRENT SURVEY CONTROL
 DE9671  ___________________________________________________________________
 DE9671* NAD 83(1997)-  35 39 17.53780(N)    089 55 30.12520(W)     ADJUSTED  
 DE9671* NAVD 88     -        74.84   (meters)     245.5    (feet)  GPS OBS   
 DE9671  ___________________________________________________________________
 DE9671  X           -       6,788.517 (meters)                     COMP
 DE9671  Y           -  -5,188,447.934 (meters)                     COMP
 DE9671  Z           -   3,697,171.119 (meters)                     COMP
 DE9671  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DE9671  ELLIP HEIGHT-          47.25  (meters)          (01/24/03) GPS OBS
 DE9671  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DE9671
 DE9671  HORZ ORDER  -  FIRST
 DE9671  ELLP ORDER  -  SECOND    CLASS II
 DE9671
 DE9671.The horizontal coordinates were established by GPS observations
 DE9671.and adjusted by the National Geodetic Survey in January 2003..
 DE9671
 DE9671.The orthometric height was determined by GPS observations and a
 DE9671.high-resolution geoid model using precise GPS observation and
 DE9671.processing techniques.
 DE9671
 DE9671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9671
 DE9671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9671
 DE9671.The ellipsoidal height was determined by GPS observations
 DE9671.and is referenced to NAD 83.
 DE9671
 DE9671.The geoid height was determined by GEOID03.
 DE9671
 DE9671;                    North         East     Units Scale Factor Converg.
 DE9671;SPC AR N     -   148,593.273   587,872.481   MT  0.99993669   +1 12 26.7
 DE9671;SPC AR N     -   487,509.76  1,928,711.63   sFT  0.99993669   +1 12 26.7
 DE9671;UTM  16      - 3,949,611.845   235,192.532   MT  1.00046420   -1 42 21.6
 DE9671;UTM  15      - 3,950,026.622   778,384.985   MT  1.00055511   +1 47 36.8
 DE9671
 DE9671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9671!SPC AR N     -   0.99999258  x   0.99993669  =   0.99992927
 DE9671!UTM  16      -   0.99999258  x   1.00046420  =   1.00045678
 DE9671!UTM  15      -   0.99999258  x   1.00055511  =   1.00054769
 DE9671
 DE9671                          SUPERSEDED SURVEY CONTROL
 DE9671
 DE9671.No superseded survey control is available for this station.
 DE9671
 DE9671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3519349612(NAD 83)
 DE9671_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9671_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9671_STAMPING: SG 782.9R
 DE9671_MARK LOGO: USACE 
 DE9671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9671+STABILITY: SURFACE MOTION
 DE9671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9671+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 DE9671
 DE9671  HISTORY     - Date     Condition        Report By
 DE9671  HISTORY     - 1991     MONUMENTED       USACE
 DE9671  HISTORY     - 20011012 GOOD             3001
 DE9671  HISTORY     - 20060625 GOOD             AHI
 DE9671
 DE9671                          STATION DESCRIPTION
 DE9671
 DE9671'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9671'THE STATION IS LOCATED IN OSCEOLA, AR, IN MISSISSIPPI COUNTY, 4.14
 DE9671'MILES SOUTH-SOUTHEAST OF
 DE9671'POST OFFICE IN OSCEOLA, AR.  6.85 MILES SOUTH OF LUXORA, AR.  5.72
 DE9671'MILES EAST-NORTHEAST OF
 DE9671'DRIVER, AR.  APPROXIMATELY 250 FEET EAST OF TBK OF SAN SOUCI BOAT
 DE9671'LANDING.
 DE9671' 
 DE9671'TO REACH THE STATION FROM THE INTERSECTION OF US POST OFFICE IN
 DE9671'OSCEOLA, AR, GO SOUTH 0.1
 DE9671'MILES ON NORTH RAILROAD STREET TO WHERE NORTH RAILROAD STREET TURNS
 DE9671'INTO SOUTH
 DE9671'RAILROAD STREET.  PROCEED SOUTH 0.4 MILES ON S. RAILROAD STREET TO THE
 DE9671'INTERSECTION OF S.
 DE9671'RAILROAD STREET AND EAST KEISER AVE.  PROCEED EAST 0.3 MILES ON E.
 DE9671'KEISER AVE TO THE
 DE9671'INTERSECTION OF E. KEISER AVE AND SR 239.  PROCEED SOUTH 3.4 MILES ON
 DE9671'SR 239 TO THE
 DE9671'INTERSECTION OF SR 239 AND ESR 198.  GO EAST 1.6 MILES TO THE MARK ON
 DE9671'THE TOP BANK OF THE
 DE9671'RIVER ON THE LEFT.
 DE9671' 
 DE9671'THE STATION IS C.O.E. ALUMINUM DISK WITH AN ALUMINUM ACCESS COVER,
 DE9671'STAMPED SG 782.9R 1991.
 DE9671'5 FEET SOUTH OF TBK OF RIVER.  149.2 FEET NORTHEAST OF A 36 INCH CW
 DE9671'TREE.  APPROXIMATELY 90
 DE9671'FEET EAST OF SAN SOUCI LANDING SIGN.  2.0 FEET NORTH OF A WITNESS
 DE9671'POST.
 DE9671'
 DE9671
 DE9671                          STATION RECOVERY (2006)
 DE9671
 DE9671'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2006 (CCM)
 DE9671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9667 ***********************************************************************
 DG9667  SACS        -  This is a Secondary Airport Control Station.
 DG9667  DESIGNATION -  SGT A
 DG9667  PID         -  DG9667
 DG9667  STATE/COUNTY-  AR/PRAIRIE
 DG9667  USGS QUAD   -  STUTTGART NORTH (1969)
 DG9667
 DG9667                         *CURRENT SURVEY CONTROL
 DG9667  ___________________________________________________________________
 DG9667* NAD 83(1997)-  34 35 15.92414(N)    091 34 48.25266(W)     ADJUSTED  
 DG9667* NAVD 88     -        67.06   (meters)     220.0    (feet)  GPS OBS   
 DG9667  ___________________________________________________________________
 DG9667  X           -    -144,943.928 (meters)                     COMP
 DG9667  Y           -  -5,254,557.717 (meters)                     COMP
 DG9667  Z           -   3,600,333.546 (meters)                     COMP
 DG9667  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DG9667  ELLIP HEIGHT-          40.38  (meters)          (03/09/05) GPS OBS
 DG9667  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG9667
 DG9667  HORZ ORDER  -  FIRST
 DG9667  ELLP ORDER  -  FOURTH    CLASS I
 DG9667
 DG9667.This mark is at Stuttgart Airport (SGT)
 DG9667
 DG9667.The horizontal coordinates were established by GPS observations
 DG9667.and adjusted by the WOOLPERT CONSULTANTS in March 2005..
 DG9667
 DG9667.The orthometric height was determined by GPS observations and a
 DG9667.high-resolution geoid model.
 DG9667
 DG9667.GPS derived orthometric heights for airport stations designated as
 DG9667.PACS or SACS are published to 2 decimal places.  This maintains
 DG9667.centimeter relative accuracy between the PACS and SACS.  It does
 DG9667.not indicate centimeter accuracy relative to other marks which are
 DG9667.part of the NAVD 88 network.
 DG9667
 DG9667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9667
 DG9667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9667
 DG9667.The ellipsoidal height was determined by GPS observations
 DG9667.and is referenced to NAD 83.
 DG9667
 DG9667.The geoid height was determined by GEOID03.
 DG9667
 DG9667;                    North         East     Units Scale Factor Converg.
 DG9667;SPC AR S     -   613,155.946   438,524.432   MT  0.99996499   +0 14 06.1
 DG9667;SPC AR S     - 2,011,662.47  1,438,725.57   sFT  0.99996499   +0 14 06.1
 DG9667;UTM  15      - 3,828,244.510   630,222.197   MT  0.99980902   +0 48 22.2
 DG9667
 DG9667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9667!SPC AR S     -   0.99999366  x   0.99996499  =   0.99995865
 DG9667!UTM  15      -   0.99999366  x   0.99980902  =   0.99980268
 DG9667
 DG9667                          SUPERSEDED SURVEY CONTROL
 DG9667
 DG9667.No superseded survey control is available for this station.
 DG9667
 DG9667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3022228245(NAD 83)
 DG9667_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9667_STAMPING: SGT A 2004
 DG9667_MARK LOGO: WOOLPT
 DG9667_PROJECTION: FLUSH
 DG9667_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9667+STABILITY: SURFACE MOTION
 DG9667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9667+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2004
 DG9667
 DG9667  HISTORY     - Date     Condition        Report By
 DG9667  HISTORY     - 20041112 MONUMENTED       WOOLPT
 DG9667
 DG9667                          STATION DESCRIPTION
 DG9667
 DG9667'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9667'THE STATION IS LOCATED APPROXIMATELY 16.3 MI SOUTHWEST OF THE CITY OF
 DG9667'CARLISLE, 7.0 MI WEST-NORTHWEST OF THE COMMUNITY OF ULM, AND 6.4 MI
 DG9667'NORTH-NORTHWEST OF THE CITY OF STUTTGART. WEST OF THE SOUTH END OF THE
 DG9667'APPROACH OF RUNWAY 36. OWNERSHIP--STUTTGART MUNICIPAL AIRPORT,  514
 DG9667'SOUTH MAIN STREET, STUTTGART, AR 72160, AIRPORT MANAGER IS CARL
 DG9667'HUMPHREY - 870.673.2960.
 DG9667' 
 DG9667'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH US
 DG9667'HIGHWAY 165, APPROXIMATELY 2.6 MI NORTH OF THE CITY OF STUTTGART, GO
 DG9667'NORTH 4.0 MI ON HIGHWAY 63 TO STATE HIGHWAY 960 (AIRPORT ROAD) ON THE
 DG9667'LEFT, TURN LEFT AND GO WEST THEN WEST-NORTHWEST 1.10 MI ON HIGHWAY 960
 DG9667'TO THE TERMINAL ON THE LEFT. FROM THE TERMINAL CONTINUE WEST  0.1 MI
 DG9667'CROSSING TARMAC TO TAXIWAY ALPHA, TURN LEFT AND GO SOUTH 0.5 MI ON
 DG9667'TAXIWAY ALPHA TO THE APPROACH END OF RUNWAY 36, PROCEED WEST 0.05 MI
 DG9667'CROSSING RUNWAY 36 END TO THE STATION AHEAD. THE STATION IS A 3.5-INCH
 DG9667'DIAMETER BRONZE NGS HORIZONTAL CONTROL MARK DISK MARKER STAMPED --SGT
 DG9667'A 2004-- SET INTO THE TOP OF A 12-INCH DIAMETER 48-INCH DEEP CONCRETE
 DG9667'POST FLUSH WITH GROUND AND APPROXIMATELY 1 FOOT ABOVE RUNWAY LEVEL.
 DG9667' 
 DG9667'THE STATION IS 72.0 M (263.22 FT) WEST-NORTHWEST OF THE SOUTHWEST
 DG9667'CORNER OF RUNWAY 36 AND 2.5 M (8.2 FT) EAST OF THE APPROXIMATE
 DG9667'CENTERLINE OF A DIRT/GRAVEL DRIVE.
 DG9667' 
 DG9667'NOTE--THIS STATION IS DESIGNATED AS THE SECONDARY AIRPORT CONTROL
 DG9667'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1726 ***********************************************************************
 EJ1726  DESIGNATION -  SHANNON HILLS MUNICIPAL TANK
 EJ1726  PID         -  EJ1726
 EJ1726  STATE/COUNTY-  AR/PULASKI
 EJ1726  USGS QUAD   -  BRYANT (1987)
 EJ1726
 EJ1726                         *CURRENT SURVEY CONTROL
 EJ1726  ___________________________________________________________________
 EJ1726* NAD 83(1997)-  34 37 29.78217(N)    092 23 28.53531(W)     ADJUSTED  
 EJ1726* NAVD 88     -                                                        
 EJ1726  ___________________________________________________________________
 EJ1726  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EJ1726  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ1726
 EJ1726  HORZ ORDER  -  THIRD
 EJ1726
 EJ1726.The horizontal coordinates were established by classical geodetic methods
 EJ1726.and adjusted by the National Geodetic Survey in September 1999..
 EJ1726
 EJ1726
 EJ1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1726
 EJ1726.The geoid height was determined by GEOID03.
 EJ1726
 EJ1726;                    North         East     Units Scale Factor Converg.
 EJ1726;SPC AR S     -   617,270.176   364,121.511   MT  0.99997146   -0 13 08.3
 EJ1726;SPC AR S     - 2,025,160.57  1,194,621.99   sFT  0.99997146   -0 13 08.3
 EJ1726;UTM  15      - 3,831,620.001   555,801.196   MT  0.99963838   +0 20 45.2
 EJ1726
 EJ1726                          SUPERSEDED SURVEY CONTROL
 EJ1726
 EJ1726  NAD 83(1986)-  34 37 29.79315(N)    092 23 28.52571(W) AD(       ) 4
 EJ1726  NAD 27      -  34 37 29.45713(N)    092 23 27.96678(W) AD(       ) 3
 EJ1726
 EJ1726.Superseded values are not recommended for survey control.
 EJ1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1726.See file dsdata.txt to determine how the superseded data were derived.
 EJ1726
 EJ1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5580131620(NAD 83)
 EJ1726_MARKER: 51 = TANK
 EJ1726
 EJ1726  HISTORY     - Date     Condition        Report By
 EJ1726  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1726
 EJ1726                          STATION DESCRIPTION
 EJ1726
 EJ1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1726'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN
 EJ1726'THE NORTH EDGE OF THE SMALL COMMUNITY OF SHANNON HILLS, ABOUT
 EJ1726'2 MILES SOUTH OF MABELVALE.  IT IS A SPHERICAL STEEL STRUCTURE
 EJ1726'PAINTED SILVER WITH THE LEGEND SHANNON HILLS WRITTEN IN LARGE
 EJ1726'BLACK LETTERS ON THE NORTH AND SOUTH SIDES.  THE OVERALL HEIGHT
 EJ1726'IS 80 FEET.
 EJ1726'
 EJ1726'TO REACH FROM THE POST OFFICE IN MABELVALE, GO SOUTHEAST ON THIRD
 EJ1726'STREET FOR 0.15 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTHWEST
 EJ1726'AND SOUTH ON SARDIS ROAD FOR 2.05 MILES TO A SIDE ROAD RIGHT AND
 EJ1726'THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1490 ***********************************************************************
 DL1490  DESIGNATION -  SHARMAN
 DL1490  PID         -  DL1490
 DL1490  STATE/COUNTY-  AR/COLUMBIA
 DL1490  USGS QUAD   -  BUSSEY (1960)
 DL1490
 DL1490                         *CURRENT SURVEY CONTROL
 DL1490  ___________________________________________________________________
 DL1490* NAD 83(1997)-  33 11 31.29180(N)    093 24 33.44256(W)     ADJUSTED  
 DL1490* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 DL1490  ___________________________________________________________________
 DL1490  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DL1490  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL1490
 DL1490  HORZ ORDER  -  SECOND
 DL1490
 DL1490.The horizontal coordinates were established by classical geodetic methods
 DL1490.and adjusted by the National Geodetic Survey in September 1999..
 DL1490
 DL1490.The orthometric height was scaled from a topographic map.
 DL1490
 DL1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1490
 DL1490.The geoid height was determined by GEOID03.
 DL1490
 DL1490;                    North         East     Units Scale Factor Converg.
 DL1490;SPC AR S     -   459,174.755   268,584.166   MT  1.00002569   -0 47 19.6
 DL1490;SPC AR S     - 1,506,475.84    881,179.88   sFT  1.00002569   -0 47 19.6
 DL1490;UTM  15      - 3,672,649.836   461,848.778   MT  0.99961795   -0 13 26.6
 DL1490
 DL1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1490!SPC AR S     -   0.99999128  x   1.00002569  =   1.00001697
 DL1490!UTM  15      -   0.99999128  x   0.99961795  =   0.99960924
 DL1490
 DL1490|---------------------------------------------------------------------|
 DL1490| PID    Reference Object                     Distance      Geod. Az  |
 DL1490|                                                           dddmmss.s |
 DL1490| CX6231 SHARMAN RM 1                         33.016 METERS 01347     |
 DL1490| DL1492 UNION                               APPROX. 9.4 KM 0305320.6 |
 DL1490| CX6230 SHARMAN AZ MK                                      0321007.6 |
 DL1490| CX6232 SHARMAN RM 2                         25.520 METERS 11832     |
 DL1490|---------------------------------------------------------------------|
 DL1490
 DL1490                          SUPERSEDED SURVEY CONTROL
 DL1490
 DL1490  NAD 83(1997)-  33 11 31.30031(N)    093 24 33.43353(W) AD(       ) 2
 DL1490  NAD 83(1986)-  33 11 31.30259(N)    093 24 33.43072(W) AD(       ) 2
 DL1490  NAD 27      -  33 11 30.83100(N)    093 24 32.80800(W) AD(       ) 2
 DL1490
 DL1490.Superseded values are not recommended for survey control.
 DL1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1490.See file dsdata.txt to determine how the superseded data were derived.
 DL1490
 DL1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6184972650(NAD 83)
 DL1490_MARKER: DS = TRIANGULATION STATION DISK
 DL1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1490
 DL1490  HISTORY     - Date     Condition        Report By
 DL1490  HISTORY     - 1950     MONUMENTED       CGS
 DL1490  HISTORY     - 1963     GOOD             CGS
 DL1490
 DL1490                          STATION DESCRIPTION
 DL1490
 DL1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1490'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH AND 3.0 MILES
 DL1490'EAST OF TAYLOR ON LAND OWNED BY MRS. CHESTER SCOTT.  IT IS 98 FEET
 DL1490'SOUTHWEST OF THE SOUTHWEST CORNER OF FARM HOUSE, 83 FEET EAST OF
 DL1490'THE CENTER OF STATE HIGHWAY 132, 48 FEET EAST-NORTHEAST OF FENCE
 DL1490'CORNER AND 13.5 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS
 DL1490'STAMPED SHARMAN 1950 AND PROJECTS 2 INCHES.
 DL1490'
 DL1490'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 42 FEET EAST OF THE
 DL1490'CENTER OF STATE HIGHWAY 132 AND 11 FEET NORTH OF POWER LINE POLE.
 DL1490'IT IS STAMPED SHARMAN NO 1 1950 AND PROJECTS 4 INCHES.
 DL1490'
 DL1490'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION, 58 FEET
 DL1490'SOUTH OF THE SOUTHWEST CORNER OF FARM HOUSE AND 1 FOOT EAST OF
 DL1490'NORTH-SOUTH FENCE LINE.  IT IS STAMPED SHARMAN NO 2 1950 AND
 DL1490'PROJECTS 5 INCHES.
 DL1490'
 DL1490'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DL1490'NO. 2 IS 152.9 FEET.
 DL1490'
 DL1490'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 43 FEET WEST
 DL1490'OF THE CENTER OF STATE HIGHWAY 132, 5 FEET WEST OF FENCE CORNER,
 DL1490'5 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE
 DL1490'LINE.  IT IS STAMPED SHARMAN 1950 AND PROJECTS 2 INCHES.
 DL1490'
 DL1490'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 DL1490'HIGHWAY 132 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 DL1490'DESCRIBED.
 DL1490'
 DL1490'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TAYLOR, GO EAST
 DL1490'AND NORTH ON STATE HIGHWAY 132 FOR 4.15 MILES TO CROSSROADS JUST
 DL1490'BEFORE REACHING A SCHOOL ON THE LEFT, CONTINUE ON STATE HIGHWAY 132
 DL1490'FOR 3.7 MILES TO CROSSROADS AT A SERVICE STATION ON THE RIGHT,
 DL1490'CONTINUE NORTH ON STATE HIGHWAY 132 FOR 0.2 MILE TO FARM
 DL1490'HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 DL1490'
 DL1490'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1490
 DL1490                          STATION RECOVERY (1963)
 DL1490
 DL1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1490'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 DL1490'THE STATION MARK IS 98 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DL1490'OF A HOUSE OCCUPIED BY MR. E.C. SWEET, 83 FEET EAST OF THE
 DL1490'CENTERLINE OF THE HIGHWAY AND AT THE SOUTH EDGE OF THE DRIVEWAY
 DL1490'LEADING TO THE HOUSE.
 DL1490'
 DL1490'THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW HOUSE HAS BEEN BUILT ON
 DL1490'THE WEST SIDE OF THE HIGHWAY AT THE DESCRIBED DISTANCE FROM THE
 DL1490'STATION AND THE MARK MAY HAVE BEEN DESTROYED BY LANDSCAPING OF
 DL1490'THE FRONT YARD.  A NEW AZIMUTH MARK COULD NOT BE SET AT THIS
 DL1490'TIME AS NO OBJECTS WERE VISABLE FROM THE GROUND AT THE STATION.
 DL1490'
 DL1490'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1490'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1034 ***********************************************************************
 GE1034  DESIGNATION -  SHARUM
 GE1034  PID         -  GE1034
 GE1034  STATE/COUNTY-  AR/RANDOLPH
 GE1034  USGS QUAD   -  O'KEAN (1992)
 GE1034
 GE1034                         *CURRENT SURVEY CONTROL
 GE1034  ___________________________________________________________________
 GE1034* NAD 83(1997)-  36 13 14.20847(N)    090 51 14.56027(W)     ADJUSTED  
 GE1034* NAVD 88     -        85.06   (+/-2cm)     279.1    (feet)  VERTCON   
 GE1034  ___________________________________________________________________
 GE1034  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GE1034  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GE1034
 GE1034  HORZ ORDER  -  SECOND
 GE1034  VERT ORDER  -  THIRD ? (See Below)
 GE1034
 GE1034.The horizontal coordinates were established by classical geodetic methods
 GE1034.and adjusted by the National Geodetic Survey in September 1999..
 GE1034
 GE1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1034.The vertical order pertains to the NGVD 29 superseded value.
 GE1034
 GE1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1034
 GE1034.The geoid height was determined by GEOID03.
 GE1034
 GE1034;                    North         East     Units Scale Factor Converg.
 GE1034;SPC AR N     -   209,984.134   503,032.444   MT  0.99999751   +0 40 00.6
 GE1034;SPC AR N     -   688,922.95  1,650,365.61   sFT  0.99999751   +0 40 00.6
 GE1034;UTM  15      - 4,010,553.133   692,883.467   MT  1.00005842   +1 16 06.3
 GE1034
 GE1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1034!SPC AR N     -   0.99999110  x   0.99999751  =   0.99998861
 GE1034!UTM  15      -   0.99999110  x   1.00005842  =   1.00004952
 GE1034
 GE1034:                Primary Azimuth Mark                     Grid Az
 GE1034:SPC AR N     -  BIGGERS MISS FUEL CO WATER TK            009 53 58.7
 GE1034:UTM  15      -  BIGGERS MISS FUEL CO WATER TK            009 17 53.0
 GE1034
 GE1034|---------------------------------------------------------------------|
 GE1034| PID    Reference Object                     Distance      Geod. Az  |
 GE1034|                                                           dddmmss.s |
 GE1034| GE1053 BIGGERS MISS FUEL CO WATER TK       APPROX.10.9 KM 0103359.3 |
 GE1034| GE1052 BIGGERS TEX ILL NAT GAS MAST        APPROX. 8.9 KM 0104355.8 |
 GE1034| CI5512 SHARUM RM 1                          31.952 METERS 04827     |
 GE1034| CI5511 SHARUM AZ MK                                       1812512.4 |
 GE1034| CI5513 SHARUM RM 2                          32.187 METERS 24351     |
 GE1034| GE1058 POCAHONTAS CITY HALL CUPOLA         APPROX.11.4 KM 2932746.9 |
 GE1034| GE1057 POCAHONTAS RADIO STA KPOC MAST      APPROX.11.0 KM 3044506.9 |
 GE1034|---------------------------------------------------------------------|
 GE1034
 GE1034                          SUPERSEDED SURVEY CONTROL
 GE1034
 GE1034  NAD 83(1986)-  36 13 14.21748(N)    090 51 14.56002(W) AD(       ) 2
 GE1034  NAD 27      -  36 13 13.97680(N)    090 51 14.13790(W) AD(       ) 2
 GE1034  NGVD 29 (07/19/86)   85.00   (m)          278.9    (f) LEVELING    3  
 GE1034
 GE1034.Superseded values are not recommended for survey control.
 GE1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1034.See file dsdata.txt to determine how the superseded data were derived.
 GE1034
 GE1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9288310553(NAD 83)
 GE1034_MARKER: DS = TRIANGULATION STATION DISK
 GE1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1034
 GE1034  HISTORY     - Date     Condition        Report By
 GE1034  HISTORY     - 1955     MONUMENTED       CGS
 GE1034
 GE1034                          STATION DESCRIPTION
 GE1034
 GE1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1034'THE STATION IS LOCATED IN THE VILLAGE OF SHARUM, 0.05 MILE
 GE1034'SOUTH OF ALICE BROOKS CHURCH, 50 YARDS EAST OF CEMETERY,
 GE1034'73 FEET NORTHEAST OF A FENCE CORNER, 27 FEET SOUTHEAST OF
 GE1034'THE CENTER OF A GRAVELED ROAD, 10 FEET NORTHWEST OF A 4
 GE1034'X 4 INCH WHITE WITNESS POST AND 10 FEET NORTHWEST OF A FENCE.
 GE1034'
 GE1034'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 GE1034'GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 GE1034'
 GE1034'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE1034'STAMPED SHARUM 1955.
 GE1034'
 GE1034'REFERENCE MARK 1 IS 42 FEET NORTH-NORTHEAST OF A FENCE CORNER
 GE1034'AND 35 FEET SOUTHEAST OF THE CENTER OF THE ROAD.  THE MARK
 GE1034'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED SHARUM NO
 GE1034'1 1955.
 GE1034'
 GE1034'REFERENCE MARK 2 IS 33 FEET WEST OF THE CENTER OF THE ROAD.
 GE1034'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SHARUM
 GE1034'NO 2 1955.
 GE1034'
 GE1034'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF THE GRAVELED
 GE1034'ROAD, 4 FEET NORTH OF A 3-INCH CEDAR TREE, 2 FEET NORTH OF A
 GE1034'4 X 4 INCH WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 GE1034'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SHARUM 1955.
 GE1034'
 GE1034'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0835 ***********************************************************************
 GE0835  DESIGNATION -  SHAVER
 GE0835  PID         -  GE0835
 GE0835  STATE/COUNTY-  AR/RANDOLPH
 GE0835  USGS QUAD   -  WARM SPRINGS (1981)
 GE0835
 GE0835                         *CURRENT SURVEY CONTROL
 GE0835  ___________________________________________________________________
 GE0835* NAD 83(1997)-  36 26 43.26271(N)    091 01 20.54500(W)     ADJUSTED  
 GE0835* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GE0835  ___________________________________________________________________
 GE0835  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 GE0835  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GE0835
 GE0835  HORZ ORDER  -  SECOND
 GE0835
 GE0835.The horizontal coordinates were established by classical geodetic methods
 GE0835.and adjusted by the National Geodetic Survey in September 1999..
 GE0835
 GE0835.The orthometric height was scaled from a topographic map.
 GE0835
 GE0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0835
 GE0835.The geoid height was determined by GEOID03.
 GE0835
 GE0835;                    North         East     Units Scale Factor Converg.
 GE0835;SPC AR N     -   234,758.261   487,650.970   MT  1.00004879   +0 34 08.0
 GE0835;SPC AR N     -   770,202.73  1,599,901.56   sFT  1.00004879   +0 34 08.0
 GE0835;SPC MO E     -    68,032.718   203,170.037   MT  0.99996034   -0 18 37.2
 GE0835;UTM  15      - 4,035,163.744   677,241.678   MT  0.99998706   +1 10 30.5
 GE0835
 GE0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0835!SPC AR N     -   0.99997436  x   1.00004879  =   1.00002315
 GE0835!SPC MO E     -   0.99997436  x   0.99996034  =   0.99993470
 GE0835!UTM  15      -   0.99997436  x   0.99998706  =   0.99996142
 GE0835
 GE0835|---------------------------------------------------------------------|
 GE0835| PID    Reference Object                     Distance      Geod. Az  |
 GE0835|                                                           dddmmss.s |
 GE0835| CI2304 SHAVER RM 1                          17.465 METERS 03744     |
 GE0835| GE1062 MAYNARD                             APPROX.11.7 KM 1111109.9 |
 GE0835| CI2305 SHAVER RM 2                          19.465 METERS 19655     |
 GE0835|---------------------------------------------------------------------|
 GE0835
 GE0835                          SUPERSEDED SURVEY CONTROL
 GE0835
 GE0835  NAD 83(1986)-  36 26 43.27008(N)    091 01 20.54427(W) AD(       ) 2
 GE0835  NAD 27      -  36 26 43.03990(N)    091 01 20.09260(W) AD(       ) 2
 GE0835
 GE0835.Superseded values are not recommended for survey control.
 GE0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0835.See file dsdata.txt to determine how the superseded data were derived.
 GE0835
 GE0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7724235164(NAD 83)
 GE0835_MARKER: DS = TRIANGULATION STATION DISK
 GE0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0835
 GE0835  HISTORY     - Date     Condition        Report By
 GE0835  HISTORY     - 1955     MONUMENTED       CGS
 GE0835
 GE0835                          STATION DESCRIPTION
 GE0835
 GE0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0835'THE STATION IS LOCATED ON A HILL LOCALLY KNOWN AS SHAVERS KNOB,
 GE0835'ABOUT 13 MILES NORTH-NORTHWEST OF POCAHONTAS, 7 MILES NORTHWEST
 GE0835'OF MAYNARD, 17 FEET NORTH OF AN 18 INCH TRIANGULAR BLAZED
 GE0835'OAK TREE AND 5 FEET SOUTHEAST OF A 4 X 4 INCH WHITE WITNESS
 GE0835'POST.
 GE0835'
 GE0835'TO REACH THE STATION FROM THE POST OFFICE IN POCAHONTAS, GO
 GE0835'WEST 0.1 MILE TO STATE HIGHWAYS 90 AND 115, TURN RIGHT ON THE
 GE0835'HIGHWAY FOR 0.85 MILE TO A FORK (HIGHWAY 90 BEARS LEFT), BEAR
 GE0835'RIGHT ON HIGHWAY 115 FOR 1.9 MILES TO A SIDE ROAD ON THE LEFT
 GE0835'(THIS IS THE WARM SPRINGS ROAD), TURN LEFT ON THE SIDE ROAD AND
 GE0835'GO NORTHERLY ON THE MAIN GRAVELED ROAD FOR 7.25 MILES TO A
 GE0835'CROSS ROAD AND THE INGRAM POST OFFICE ON THE LEFT, CONTINUE
 GE0835'NORTH FOR 3.2 MILES TO A TRACK ROAD ON THE RIGHT (JUST AFTER
 GE0835'PASSING A FARM HOME ON THE LEFT), TURN RIGHT ON THE TRACK
 GE0835'ROAD AND GO EASTERLY FOR 0.25 MILE TO A TRIANGULAR BLAZED
 GE0835'TREE ON THE LEFT, TURN LEFT ON A DIM WOODS ROAD FOR 0.2
 GE0835'MILE TO THE TOP OF THE HILL AND THE STATION.
 GE0835'
 GE0835'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0835'SHAVER 1955.
 GE0835'
 GE0835'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE0835'SHAVER NO 1 1955.
 GE0835'
 GE0835'REFERENCE MARK 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0835'SHAVER NO 2 1955.
 GE0835'
 GE0835'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 GE0835'
 GE0835'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1826 ***********************************************************************
 EJ1826  DESIGNATION -  SHAW
 EJ1826  PID         -  EJ1826
 EJ1826  STATE/COUNTY-  AR/SALINE
 EJ1826  USGS QUAD   -  TULL (1984)
 EJ1826
 EJ1826                         *CURRENT SURVEY CONTROL
 EJ1826  ___________________________________________________________________
 EJ1826* NAD 83(1997)-  34 29 43.60421(N)    092 32 22.80762(W)     ADJUSTED  
 EJ1826* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 EJ1826  ___________________________________________________________________
 EJ1826  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 EJ1826  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EJ1826
 EJ1826  HORZ ORDER  -  SECOND
 EJ1826
 EJ1826.The horizontal coordinates were established by classical geodetic methods
 EJ1826.and adjusted by the National Geodetic Survey in September 1999..
 EJ1826
 EJ1826.The orthometric height was scaled from a topographic map.
 EJ1826
 EJ1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1826
 EJ1826.The geoid height was determined by GEOID03.
 EJ1826
 EJ1826;                    North         East     Units Scale Factor Converg.
 EJ1826;SPC AR S     -   602,967.734   350,436.804   MT  0.99995075   -0 18 07.4
 EJ1826;SPC AR S     - 1,978,236.64  1,149,724.75   sFT  0.99995075   -0 18 07.4
 EJ1826;UTM  15      - 3,817,188.377   542,262.362   MT  0.99962201   +0 15 38.5
 EJ1826
 EJ1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1826!SPC AR S     -   0.99998576  x   0.99995075  =   0.99993651
 EJ1826!UTM  15      -   0.99998576  x   0.99962201  =   0.99960777
 EJ1826
 EJ1826:                Primary Azimuth Mark                     Grid Az
 EJ1826:SPC AR S     -  SHAW AZ MK                               009 29 17.8
 EJ1826:UTM  15      -  SHAW AZ MK                               008 55 31.9
 EJ1826
 EJ1826|---------------------------------------------------------------------|
 EJ1826| PID    Reference Object                     Distance      Geod. Az  |
 EJ1826|                                                           dddmmss.s |
 EJ1826| CY6450 SHAW AZ MK                                         0091110.4 |
 EJ1826| CY6452 SHAW RM 2                            27.551 METERS 01643     |
 EJ1826| CY6451 SHAW RM 1                            30.142 METERS 26231     |
 EJ1826|---------------------------------------------------------------------|
 EJ1826
 EJ1826                          SUPERSEDED SURVEY CONTROL
 EJ1826
 EJ1826  NAD 83(1986)-  34 29 43.61507(N)    092 32 22.79845(W) AD(       ) 2
 EJ1826  NAD 27      -  34 29 43.27908(N)    092 32 22.21998(W) AD(       ) 2
 EJ1826
 EJ1826.Superseded values are not recommended for survey control.
 EJ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1826.See file dsdata.txt to determine how the superseded data were derived.
 EJ1826
 EJ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4226217188(NAD 83)
 EJ1826_MARKER: DS = TRIANGULATION STATION DISK
 EJ1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1826_STAMPING: SHAW 1964
 EJ1826_MARK LOGO: CGS   
 EJ1826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1826+STABILITY: SURFACE MOTION
 EJ1826
 EJ1826  HISTORY     - Date     Condition        Report By
 EJ1826  HISTORY     - 1964     MONUMENTED       CGS
 EJ1826  HISTORY     - 19831207 GOOD             NGS
 EJ1826
 EJ1826                          STATION DESCRIPTION
 EJ1826
 EJ1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1826'THE STATION IS LOCATED ABOUT 13 MILES NORTH AND 8 MILES
 EJ1826'WEST OF SHERIDAN, ABOUT 4-3/4 MILES SOUTH AND 2-1/2 MILES
 EJ1826'EAST OF BENTON, ON THE WEST SIDE OF STATE HIGHWAY 35, NEAR
 EJ1826'THE SMALL COMMUNITY OF SHAW.  IN THE EAST CENTER OF THE NORTHEAST
 EJ1826'1/4 OF SEC. 6, T. 3 S., R. 14 W., AND ON THE PROPERTY OF MR.
 EJ1826'JOHN D.JENSON.  IT IS 68 FEET SOUTHEAST OF A 36 INCH OAK
 EJ1826'TREE, 76 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 35,
 EJ1826'36 FEET SOUTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY, AND
 EJ1826'22 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND
 EJ1826'THE DISK IS STAMPED SHAW 1964.
 EJ1826'
 EJ1826'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 EJ1826'HIGHWAY 35 AT THE NORTHWEST CORNER OF THE SQUARE IN SHERIDAN,
 EJ1826'GO NORTHERLY ON STATE HIGHWAY 35 FOR 13.5 MILES TO THE
 EJ1826'GRANT-SALINE COUNTY LINE.  CONTINUE NORTHERLY ON STATE HIGHWAY
 EJ1826'35 FOR 3.0 MILES TO A DRIVEWAY ON THE LEFT AND THE STATION
 EJ1826'ON THE LEFT.
 EJ1826'
 EJ1826'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 EJ1826'HIGHWAY 35 FOR 0.25 MILE TO A CONCRETE CULVERT AND THE AZIMUTH
 EJ1826'MARK ON THE RIGHT.
 EJ1826'
 EJ1826'REFERENCE MARK 1 IS 46 FEET SOUTHWEST OF THE 36 INCH OAK
 EJ1826'TREE, 14 FEET NORTH OF A 16 INCH ELM TREE, AND 1 FOOT EAST
 EJ1826'OF A WIRE FENCE, ENCLOSING A SMALL FRAME BUILDING.  THE MONUMENT
 EJ1826'PROJECTS 3 INCHES AND THE DISK IS STAMPED SHAW NO 1 1964.
 EJ1826'
 EJ1826'REFERENCE MARK 2 IS 52 FEET NORTH OF THE CENTERLINE OF THE
 EJ1826'DRIVEWAY, 46 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 35,
 EJ1826'AND 1 FOOT WEST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH
 EJ1826'AND THE DISK IS STAMPED SHAW NO 2 1964.
 EJ1826'
 EJ1826'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHAW 1964, CEMENTED
 EJ1826'IN A DRILLED HOLE IN THE NORTH END OF THE EAST HEADWALL OF A
 EJ1826'CONCRETE CULVERT.  IT IS 17 FEET EAST OF THE CENTERLINE OF
 EJ1826'STATE HIGHWAY 35.
 EJ1826'
 EJ1826'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ1826
 EJ1826                          STATION RECOVERY (1983)
 EJ1826
 EJ1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DDR)
 EJ1826'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK NO 1
 EJ1826'WAS FOUND WITH THE TOP BROKEN AND REFERENCE MARK NO 2 WAS FOUND OUT OF
 EJ1826'THE GROUND AND THE DISK WAS RECLAIMED.  THE AZIMUTH MARK WAS FOUND
 EJ1826'WITH THE TOP OF DISK MISSING, BUT THE STEM OF DISK WAS SOLIDLY IN
 EJ1826'PLACE AND USED AS THE AZIMUTH.  NEW REFERENCE MARKS NO 3 AND NO 4 WERE
 EJ1826'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 EJ1826'LOCATED ABOUT 4.75 MI (7.64 KM) SOUTH SOUTHEAST OF BENTON, ALONG THE
 EJ1826'WEST SIDE OF STATE HIGHWAY 35, ON PROPERTY OWNED AND OCCUPIED BY JOHN
 EJ1826'D JENSEN, IN THE NORTHEAST QUARTER OF SECTION 6, T.3S, R.14 W.  TO
 EJ1826'REACH FROM THE JUNCTION OF STATE HIGHWAYS 35 SOUTH AND 183 EAST, IN
 EJ1826'THE SOUTHEAST EDGE OF BENTON, GO SOUTH ON STATE HIGHWAY 35 FOR 4.0 MI
 EJ1826'(6.44 KM) TO THE SHAW VOLUNTEER FIRE DEPARTMENT , ON THE RIGHT,
 EJ1826'CONTINUE SOUTHERLY ON HIGHWAY 35 FOR 0.75 MI (1.21 KM) TO AZIMUTH MARK
 EJ1826'ON THE LEFT, CONTINUE SOUTH ON HIGHWAY 35 FOR 0.25 MI (0.40 KM) TO
 EJ1826'GRAVEL DRIVEWAY ON THE RIGHT AND STATION. THE STATION IS A STANDARD
 EJ1826'DISK, STAMPED-SHAW 1964-, SET IN THE TOP OF A ROUND CONCRETE POST, 1
 EJ1826'INCH BELOW THE SURFACE OF THE GROUND.  IT IS 23.77 M (77.99 FT) NORTH
 EJ1826'OF FENCELINE, 23.16 M (75.98 FT) WEST OF THE CENTER OF HIGHWAY 35,
 EJ1826'20.72 M (67.98 FT) SOUTHEAST OF A 40 INCH OAK TREE, 10.97 M (35.99 FT)
 EJ1826'SOUTH OF THE CENTER OF GRAVEL DRIVE, 8.32 M (27.30 FT) SOUTHEAST OF A
 EJ1826'POWER SERVICE POLE AND 3.81 M (12.50 FT) WEST SOUTHWEST OF A 16 INCH
 EJ1826'PINE TREE.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED-SHAW
 EJ1826'1964 NO 3 1983-, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH
 EJ1826'THE GROUND.  IT IS 21.18 M (69.49 FT) SOUTH OF THE CENTER OF GRAVEL
 EJ1826'DRIVE, 19.96 M (65.49 FT) SOUTHEAST OF A 40 INCH OAK TREE, 15.09 M
 EJ1826'(49.51 FT) NORTH OF FENCELINE 18.14 M (59.51 FT) NORTHWEST OF FENCE
 EJ1826'CORNER AND 17.07 M (56.00 FT) SOUTH OF A POWER SERVICE POLE.
 EJ1826'REFERENCE MARK NO 4 IS A STANDARD NGS DISK, STAMPED-SHAW 1964 NO 4
 EJ1826'1983-, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 EJ1826'IT IS 28.65 M (94.00 FT) WEST OF THE CENTER OF HIGHWAY 35, 14.63 M
 EJ1826'(48.00 FT) EAST OF A 40 INCH OAK TREE, 4.57 M (14.99 FT) SOUTH OF THE
 EJ1826'CENTER OF GRAVEL DRIVE, 0.76 M (2.49 FT) SOUTH OF A POWER SERVICE POLE
 EJ1826'AND 0.46 M (1.51 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.  THE
 EJ1826'AZIMUTH MARK IS SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 EJ1826'CONCRETE HEADWALL OF A CULVERT UNDER HIGHWAY 35, 5.18 M (16.99 FT)
 EJ1826'EAST OF THE CENTER OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1936 ***********************************************************************
 FF1936  DESIGNATION -  SHAWNEE RESET
 FF1936  PID         -  FF1936
 FF1936  STATE/COUNTY-  AR/MISSISSIPPI
 FF1936  USGS QUAD   -  PECAN POINT (1970)
 FF1936
 FF1936                         *CURRENT SURVEY CONTROL
 FF1936  ___________________________________________________________________
 FF1936* NAD 83(1997)-  35 29 40.04573(N)    090 06 56.32061(W)     ADJUSTED  
 FF1936* NAVD 88     -        72.2    (meters)     237.     (feet)  VERTCON   
 FF1936  ___________________________________________________________________
 FF1936  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 FF1936  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF1936
 FF1936  HORZ ORDER  -  FIRST
 FF1936
 FF1936.The horizontal coordinates were established by classical geodetic methods
 FF1936.and adjusted by the National Geodetic Survey in September 1999..
 FF1936
 FF1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1936
 FF1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1936
 FF1936.The geoid height was determined by GEOID03.
 FF1936
 FF1936;                    North         East     Units Scale Factor Converg.
 FF1936;SPC AR N     -   130,452.509   570,956.981   MT  0.99993716   +1 05 47.4
 FF1936;SPC AR N     -   427,992.94  1,873,214.70   sFT  0.99993716   +1 05 47.4
 FF1936;SPC TN       -   136,676.553   226,687.220   MT  0.99996586   -2 24 34.1
 FF1936;SPC TN       -   448,412.99    743,722.99   sFT  0.99996586   -2 24 34.1
 FF1936;UTM  15      - 3,931,704.502   761,645.398   MT  1.00044372   +1 40 32.4
 FF1936
 FF1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1936!SPC AR N     -   0.99999300  x   0.99993716  =   0.99993016
 FF1936!SPC TN       -   0.99999300  x   0.99996586  =   0.99995886
 FF1936!UTM  15      -   0.99999300  x   1.00044372  =   1.00043671
 FF1936
 FF1936|---------------------------------------------------------------------|
 FF1936| PID    Reference Object                     Distance      Geod. Az  |
 FF1936|                                                           dddmmss.s |
 FF1936| CI5515 SHAWNEE RM 1 AZIMUTH                               01009     |
 FF1936| FF2260 SHAWNEE RM 5                         10.094 METERS 07648     |
 FF1936| FF1937 BLACKCAT                            APPROX. 1.8 KM 1572211.3 |
 FF1936| FF2261 SHAWNEE RM 6                          8.917 METERS 17332     |
 FF1936| CI5516 SHAWNEE RM 2                         23.381 METERS 25720     |
 FF1936|---------------------------------------------------------------------|
 FF1936
 FF1936                          SUPERSEDED SURVEY CONTROL
 FF1936
 FF1936  NAD 83(1997)-  35 29 40.04601(N)    090 06 56.32041(W) AD(       ) 1
 FF1936  NAD 83(1986)-  35 29 40.05708(N)    090 06 56.32013(W) AD(       ) 1
 FF1936  NAD 27      -  35 29 39.75990(N)    090 06 55.99060(W) AD(       ) 1
 FF1936  NGVD 29 (07/19/86)   72.2    (m)          237.     (f) VERT ANG       
 FF1936
 FF1936.Superseded values are not recommended for survey control.
 FF1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1936.See file dsdata.txt to determine how the superseded data were derived.
 FF1936
 FF1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6164531705(NAD 83)
 FF1936_MARKER: DS = TRIANGULATION STATION DISK
 FF1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1936+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 FF1936
 FF1936  HISTORY     - Date     Condition        Report By
 FF1936  HISTORY     - 1929     MONUMENTED       CGS
 FF1936  HISTORY     - 1935     GOOD             CGS
 FF1936  HISTORY     - 1948     GOOD             USE
 FF1936  HISTORY     - 1954     GOOD             CGS
 FF1936  HISTORY     - 1979     GOOD             NGS
 FF1936  HISTORY     - 20040623 GOOD             USACE
 FF1936
 FF1936                          STATION DESCRIPTION
 FF1936
 FF1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FF1936'ABOUT 2 MILES SOUTHEAST OF JOINER, ON U.S. ROUTE 61, ON
 FF1936'LAND OWNED JOINTLY BY THE FIRST NATIONAL BANK, THE UNION
 FF1936'PLANTERS BANK, AND THE FIDELITY BANK (ALL LOCATED IN MEMPHIS),
 FF1936'IN SOUTHEAST CORNER OF LOT ABOUT OLD GIN MILL LOCATED IN
 FF1936'CENTER OF VILLAGE OF SHAWNEE, 26.5 FEET SOUTHEAST OF SOUTHEAST
 FF1936'CORNER OF LOADING PLATFORM OF GIN MILL, 240 FEET EAST OF
 FF1936'ROAD RUNNING NORTH AND SOUTH, AND 287 FEET SOUTH OF
 FF1936'EAST-AND-WEST ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FF1936'STATION DISKS IN CONCRETE.  REFERENCE
 FF1936'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FF1936'NO. 1 IS ON EAST SIDE OF ROAD RUNNING NORTH AND SOUTH, AT
 FF1936'NORTHWEST CORNER OF COTTON PICK-UP SHED, AND ABOUT 500
 FF1936'METERS (1,640 FEET) FROM STATION, N 10 DEG 08 MIN 41 SEC E.
 FF1936'NO. 2 IS 11.3 FEET EAST OF CENTER LINE OF
 FF1936'NORTH-AND-SOUTH ROAD, 287 FEET SOUTH OF CROSSROADS AT
 FF1936'SHAWNEE, 94 FEET SOUTH OF 48-INCH ELM TREE, AND 76.71 METERS
 FF1936'(251.7 FEET) FROM STATION, S 77 DEG 20 MIN W.
 FF1936
 FF1936                          STATION RECOVERY (1935)
 FF1936
 FF1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FF1936'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND TO
 FF1936'BE IN GOOD CONDITION.  I WAS UNABLE TO RECOVER REFERENCE
 FF1936'MARK NO. 1.  THE COTTON PICK-UP SHED GIVEN IN DESCRIPTION HAS
 FF1936'BEEN TORN AWAY OR MOVED.
 FF1936'
 FF1936'TO REACH FROM JOINER, TAKE THE GRAVEL ROAD E OF THE RAILROAD
 FF1936'AND GO 0.8 MILE S AND TURN E 1.6 MILES WHICH BRINGS YOU
 FF1936'TO THE CROSSROADS OF SHAWNEE VILLAGE.  THE STATION IS ABOUT
 FF1936'400 FEET SE OF THE CROSSROADS.
 FF1936
 FF1936                          STATION RECOVERY (1948)
 FF1936
 FF1936'RECOVERY NOTE BY US ENGINEERS 1948 (PF)
 FF1936'STATION RECOVERED O.K.  A BETTER DESCRIPTION OF STATION
 FF1936'SHAWNEE IS AS FOLLOWS- LOCATED AT EAST END OF BARN ON R.C.
 FF1936'BRANCHS FARM, 287 FT. SOUTH OF E-W ROAD AND 265 FT. EAST OF
 FF1936'N-S ROAD.
 FF1936'
 FF1936'R.M. NO. 1 IS DESTROYED.
 FF1936'
 FF1936'R.M. NO. 2 IS O.K.
 FF1936
 FF1936                          STATION RECOVERY (1954)
 FF1936
 FF1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1936'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 FF1936'MARK 1 AND 2 COULD NOT BE FOUND.  A BARN WAS ERECTED 3 FEET
 FF1936'WEST OF THE STATION AND IT COULD NOT BE OCCUPIED.  FOLLOWING
 FF1936'IS A COMPLETE DESCRIPTION.
 FF1936'
 FF1936'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF JOINER,
 FF1936'ON LAND OWNED BY R.C. BRANCH.  IT IS 3 FEET EAST OF THE
 FF1936'EAST END OF THE BARN AND 92 FEET WEST OF A NORTH-SOUTH FENCE.
 FF1936'
 FF1936'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 FF1936'AND STATE HIGHWAY 118, GO EAST ON HIGHWAY 118 FOR 1.6 MILES
 FF1936'TO A POINT WHERE THE HIGHWAY LEADS NORTH, CONTINUE EAST
 FF1936'AND SOUTH FOR 1.2 MILES TO THE STATION ON THE LEFT.
 FF1936'
 FF1936'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF1936'SHAWNEE 1929.
 FF1936'
 FF1936'DISTANCE TO REFERENCE MARK 3, 87.81 FEET AND 26.763 METERS.
 FF1936'
 FF1936'DISTANCE TO REFERENCE MARK 4. 91.84 FEET AND 27.992 METERS.
 FF1936
 FF1936                          STATION RECOVERY (1979)
 FF1936
 FF1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1936'THE STATION MARK AND REFERENCE MARK 3 WERE FOUND DESTROYED,
 FF1936'REFERENCE MARK 4 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT
 FF1936'FOUND.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.
 FF1936'A NEW STATION AND TWO REFERENCE MARKS WERE SET AT THIS TIME, AN
 FF1936'AZIMUTH MARK WAS NOT SET AT THIS TIME.  PERMISSION TO USE
 FF1936'THE STATION WAS GRANTED BY THE OWNER, MR. CHARLES RYLAS,
 FF1936'RT. 1, BOX 167, JOINER, AR., PHONE (501)537-4406.
 FF1936'
 FF1936'THE STATION IS LOCATED ABOUT 10.5 KILOMETERES
 FF1936'(6 1/2 MI.) SOUTHWEST OF WILSON, 4.8 KILOMETERES (3 MI.)
 FF1936'SOUTH OF BASSETT, AND 3.2 KILOMETERES (2 MI.)
 FF1936'EAST-SOUTHEAST OF JOINER.
 FF1936'
 FF1936'TO REACH THE STATION FROM THE POST OFFICE IN JOINER GO
 FF1936'SOUTH ON U.S. HIGHWAY 61 FOR 0.05 MILE (0.1 KM.) TO A SIDE ROAD
 FF1936'LEFT.  TURN LEFT CROSSING THE RAILROAD TRACKS AND CONTINUE EAST
 FF1936'FOR 0.1 MILE (0.16 KM.) TO A POINT WERE STATE HIGHWAY 118
 FF1936'TURNS NORTH.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR
 FF1936'0.9 MILE (1.44 KM.) TO A SIDE ROAD LEFT AND GO EAST FOR 1.75
 FF1936'MILE (2.82 KM.) TO A GRAVEL CROSSROAD, CONTINUE AHEAD FOR 0.05
 FF1936'MILE (O.1 KM.) TO A WIRE GATE ON THE RIGHT.  TURN RIGHT AND GO
 FF1936'SOUTHERLY ACROSS THE FIELD FOR 0.05 MILE (0.1 KM.) TO THE EAST
 FF1936'SIDE OF A BARN AND THE STATION.
 FF1936'
 FF1936'THE STATION IS A STANDARD NGS DISK
 FF1936'STAMPED---SHAWNEE 1929 1979---,
 FF1936'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1936'FLUSH WITH GROUND.  IT IS LOCATED
 FF1936'71.8 METERS SOUTH-SOUTHEAST FROM A FENCE,
 FF1936'8.85 METERS NORTH FROM THE SOUTHEAST CORNER OF A BARN AND
 FF1936'10.0 METERS SOUTHWEST FROM A LARGE GROUP OF TREES.
 FF1936'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF1936'STAMPED---SHAWNEE 1929---,
 FF1936'AND SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW
 FF1936'THE SURFACE.
 FF1936'
 FF1936'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 FF1936'STAMPED---SHAWNEE 1929 NO 5 1979---,
 FF1936'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1936'FLUSH WITH GROUND.  IT IS LOCATED
 FF1936'14.4 METERS NORTH FROM THE SOUTHEAST CORNER OF A BARN,
 FF1936'11.7 METERS EAST FROM THE NORTHEAST CORNER OF A BARN AND
 FF1936'1.7 METERS SOUTHEAST FROM A LARGE GROUP OF TREES.
 FF1936'MARK IS LEVEL WITH STATION.
 FF1936'
 FF1936'REFERENCE MARK NUMBER 6 IS A STANDARD NGS DISK
 FF1936'STAMPED---SHAWNEE 1929 NO 6 1979---,
 FF1936'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1936'FLUSH WITH GROUND.  IT IS LOCATED
 FF1936'16.0 METERS SOUTH FROM A LARGE GROUP OF TREES,
 FF1936'13.0 METERS SOUTHEAST FROM THE NORTHEAST CORNER OF A BARN AND
 FF1936'0.3 METER NORTHEAST FROM THE SOUTHEAST CORNER OF A BARN.
 FF1936'MARK IS LEVEL WITH STATION.
 FF1936'
 FF1936'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.44 METERS.
 FF1936'TRIANGULATION STATION BLACKCAT CAN BE USED AS AN AZIMUTH.
 FF1936
 FF1936                          STATION RECOVERY (2004)
 FF1936
 FF1936'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 FF1936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1935 ***********************************************************************
 FF1935  DESIGNATION -  SHAWNEE RM 3
 FF1935  PID         -  FF1935
 FF1935  STATE/COUNTY-  AR/MISSISSIPPI
 FF1935  USGS QUAD   -  PECAN POINT (1970)
 FF1935
 FF1935                         *CURRENT SURVEY CONTROL
 FF1935  ___________________________________________________________________
 FF1935* NAD 83(1997)-  35 29 40.90834(N)    090 06 56.44297(W)     ADJUSTED  
 FF1935* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 FF1935  ___________________________________________________________________
 FF1935  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 FF1935  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF1935
 FF1935  HORZ ORDER  -  SECOND
 FF1935
 FF1935.The horizontal coordinates were established by classical geodetic methods
 FF1935.and adjusted by the National Geodetic Survey in September 1999..
 FF1935
 FF1935.The orthometric height was scaled from a topographic map.
 FF1935
 FF1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1935
 FF1935.The geoid height was determined by GEOID03.
 FF1935
 FF1935;                    North         East     Units Scale Factor Converg.
 FF1935;SPC AR N     -   130,479.029   570,953.389   MT  0.99993715   +1 05 47.3
 FF1935;SPC AR N     -   428,079.95  1,873,202.91   sFT  0.99993715   +1 05 47.3
 FF1935;SPC TN       -   136,703.244   226,685.256   MT  0.99996584   -2 24 34.1
 FF1935;SPC TN       -   448,500.56    743,716.54   sFT  0.99996584   -2 24 34.1
 FF1935;UTM  15      - 3,931,730.997   761,641.536   MT  1.00044369   +1 40 32.4
 FF1935
 FF1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1935!SPC AR N     -   0.99999303  x   0.99993715  =   0.99993018
 FF1935!SPC TN       -   0.99999303  x   0.99996584  =   0.99995887
 FF1935!UTM  15      -   0.99999303  x   1.00044369  =   1.00043672
 FF1935
 FF1935:                Primary Azimuth Mark                     Grid Az
 FF1935:SPC AR N     -  EVADALE WILSON COMP STORAGE TK           016 36 05.9
 FF1935:SPC TN       -  EVADALE WILSON COMP STORAGE TK           020 06 27.3
 FF1935:UTM  15      -  EVADALE WILSON COMP STORAGE TK           016 01 20.8
 FF1935
 FF1935|---------------------------------------------------------------------|
 FF1935| PID    Reference Object                     Distance      Geod. Az  |
 FF1935|                                                           dddmmss.s |
 FF1935| FF1905 EVADALE WILSON COMP STORAGE TK      APPROX. 6.6 KM 0174153.2 |
 FF1935| FF1906 WILSON CRAIN COTTON GIN TANK        APPROX.12.3 KM 0373430.0 |
 FF1935| FF1909 WILSON MUNICIPAL TANK               APPROX.10.5 KM 0431006.8 |
 FF1935| CI5517 SHAWNEE RM 4                         27.992 METERS 12657     |
 FF1935| CI5514 SHAWNEE AZ MK                                      1691506.3 |
 FF1935| FF1936 SHAWNEE RESET                        26.763 METERS 17323     |
 FF1935|---------------------------------------------------------------------|
 FF1935
 FF1935                          SUPERSEDED SURVEY CONTROL
 FF1935
 FF1935  NAD 83(1997)-  35 29 40.90862(N)    090 06 56.44276(W) AD(       ) 2
 FF1935  NAD 83(1986)-  35 29 40.91972(N)    090 06 56.44248(W) AD(       ) 2
 FF1935  NAD 27      -  35 29 40.62260(N)    090 06 56.11290(W) AD(       ) 2
 FF1935
 FF1935.Superseded values are not recommended for survey control.
 FF1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1935.See file dsdata.txt to determine how the superseded data were derived.
 FF1935
 FF1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6164231731(NAD 83)
 FF1935_MARKER: DR = REFERENCE MARK DISK
 FF1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1935_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1935
 FF1935  HISTORY     - Date     Condition        Report By
 FF1935  HISTORY     - 1954     MONUMENTED       CGS
 FF1935
 FF1935                          STATION DESCRIPTION
 FF1935
 FF1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1935'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF JOINER,
 FF1935'ON LAND OWNED BY R.C. BRANCH.  IT IS 79 FEET WEST OF A GATE,
 FF1935'74 FEET NORTH OF THE NORTHEAST CORNER OF A BARN AND 22 FEET
 FF1935'SOUTH OF A FENCE.
 FF1935'
 FF1935'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 FF1935'AND STATE HIGHWAY 118 IN JOINER, GO EAST ON HIGHWAY 118
 FF1935'FOR 1.6 MILES TO A POINT WHERE THE HIGHWAY LEADS NORTH, CONTINUE
 FF1935'EAST AND SOUTH FOR 1.2 MILES TO THE STATION ON THE LEFT.
 FF1935'CONTINUE SOUTH FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FF1935'
 FF1935'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1935'SHAWNEE NO 3 1929.
 FF1935'
 FF1935'SHAWNEE 1929 IS 3 FEET EAST OF THE EAST END OF THE BARN AND
 FF1935'92 FEET WEST OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS 6
 FF1935'INCHES AND THE DISK IS STAMPED SHAWNEE 1929.
 FF1935'
 FF1935'REFERENCE MARK 4 IS 95 FEET EAST OF THE BARN AND 1 FOOT WEST
 FF1935'OF THE NORTH-SOUTH FENCE.  THE MARK PROJECTS 3 INCHES AND
 FF1935'THE DISK IS STAMPED SHAWNEE NO 4 1929.
 FF1935'
 FF1935'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF A GRAVELED
 FF1935'ROAD, 5 FEET EAST OF A POWERLINE POLE 2 FEET NORTH OF A
 FF1935'4 X 4 INCH WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.
 FF1935'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SHAWNEE 1954.
 FF1935'
 FF1935'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1567 ***********************************************************************
 DL1567  DESIGNATION -  SHEP
 DL1567  PID         -  DL1567
 DL1567  STATE/COUNTY-  AR/HEMPSTEAD
 DL1567  USGS QUAD   -  SHEPPARD (1978)
 DL1567
 DL1567                         *CURRENT SURVEY CONTROL
 DL1567  ___________________________________________________________________
 DL1567* NAD 83(1997)-  33 37 32.52630(N)    093 43 26.52543(W)     ADJUSTED  
 DL1567* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 DL1567  ___________________________________________________________________
 DL1567  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DL1567  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL1567
 DL1567  HORZ ORDER  -  THIRD
 DL1567
 DL1567.The horizontal coordinates were established by classical geodetic methods
 DL1567.and adjusted by the National Geodetic Survey in September 1999..
 DL1567
 DL1567.The orthometric height was scaled from a topographic map.
 DL1567
 DL1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1567
 DL1567.The geoid height was determined by GEOID03.
 DL1567
 DL1567;                    North         East     Units Scale Factor Converg.
 DL1567;SPC AR S     -   507,715.931   240,046.789   MT  0.99994375   -0 57 53.7
 DL1567;SPC AR S     - 1,665,731.35    787,553.51   sFT  0.99994375   -0 57 53.7
 DL1567;UTM  15      - 3,720,890.771   432,844.420   MT  0.99965560   -0 24 03.5
 DL1567
 DL1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1567!SPC AR S     -   0.99999074  x   0.99994375  =   0.99993449
 DL1567!UTM  15      -   0.99999074  x   0.99965560  =   0.99964634
 DL1567
 DL1567:                Primary Azimuth Mark                     Grid Az
 DL1567:SPC AR S     -  SHEP AZ MK                               058 44 58.9
 DL1567:UTM  15      -  SHEP AZ MK                               058 11 08.7
 DL1567
 DL1567|---------------------------------------------------------------------|
 DL1567| PID    Reference Object                     Distance      Geod. Az  |
 DL1567|                                                           dddmmss.s |
 DL1567| CX6233 SHEP AZ MK                                         0574705.2 |
 DL1567| DL1558 HOPE UNION COMPRESS CO TK           APPROX.13.2 KM 0631448.4 |
 DL1567| DL1557 HOPE MUN LT AND WTR WORKS STK       APPROX.13.1 KM 0680841.5 |
 DL1567| DL1556 HOPE BELL TELEPHONE CO RAD TWR      APPROX.13.2 KM 0691434.8 |
 DL1567| DL1554 HOPE FIRST BAP CH SPIRE             APPROX.13.1 KM 0695210.9 |
 DL1567| CX6234 SHEP RM 1                            96.000 METERS 07131     |
 DL1567| DL1569 SHEPPARD                             25.090 METERS 24550     |
 DL1567| DL0969 A 64                                117.900 METERS 27652     |
 DL1567| CX6235 SHEP RM 2                            30.831 METERS 34856     |
 DL1567|---------------------------------------------------------------------|
 DL1567
 DL1567                          SUPERSEDED SURVEY CONTROL
 DL1567
 DL1567  NAD 83(1997)-  33 37 32.53286(N)    093 43 26.51887(W) AD(       ) 3
 DL1567  NAD 83(1986)-  33 37 32.53525(N)    093 43 26.51372(W) AD(       ) 3
 DL1567  NAD 27      -  33 37 32.10100(N)    093 43 25.86000(W) AD(       ) 3
 DL1567
 DL1567.Superseded values are not recommended for survey control.
 DL1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1567.See file dsdata.txt to determine how the superseded data were derived.
 DL1567
 DL1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3284420891(NAD 83)
 DL1567_MARKER: DS = TRIANGULATION STATION DISK
 DL1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1567
 DL1567  HISTORY     - Date     Condition        Report By
 DL1567  HISTORY     - 1951     MONUMENTED       CGS
 DL1567  HISTORY     - 1963     GOOD             CGS
 DL1567
 DL1567                          STATION DESCRIPTION
 DL1567
 DL1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1567'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF HOPE, ON
 DL1567'LAND OWNED BY ROY FRANKS.  IT IS 71 FEET NORTHEAST OF A FENCE
 DL1567'CORNER, 51 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 67,
 DL1567'AND 10 FEET NORTHWEST OF A FENCE.
 DL1567'
 DL1567'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29
 DL1567'AND U.S. HIGHWAY 67 IN HOPE, GO SOUTHWESTERLY ON U.S. HIGHWAY
 DL1567'67 FOR 7.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DL1567'SOUTHWESTERLY ON HIGHWAY 67 FOR 0.3 MILE TO THE STATION ON
 DL1567'THE LEFT.
 DL1567'
 DL1567'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1567'SHEP 1951.
 DL1567'
 DL1567'REFERENCE MARK NO. 1 IS 60 FEET SOUTHEAST OF THE CENTER OF THE
 DL1567'HIGHWAY, AND 1 FOOT NORTHWEST OF THE FENCE.  THE MARK PROJECTS
 DL1567'5 INCHES AND THE DISK IS STAMPED SHEP NO. 1 1951.
 DL1567'
 DL1567'REFERENCE MARK NO. 2 IS 48 FEET NORTHWEST OF THE CENTER OF THE
 DL1567'HIGHWAY, AND 48 FEET SOUTHEAST OF THE SOUTH RAIL OF A RAILROAD
 DL1567'TRACK.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1567'SHEP NO. 2 1951.
 DL1567'
 DL1567'THE AZIMUTH MARK IS ABOUT 200 FEET NORTHWEST OF THE CENTER OF
 DL1567'THE HIGHWAY, 48 FEET NORTHWEST OF THE NORTH RAIL OF THE
 DL1567'RAILROAD TRACK, 23 FEET EAST OF THE CENTER OF AN ENTRANCE DRIVE,
 DL1567'AND 3 FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 7
 DL1567'INCHES AND THE DISK IS STAMPED SHEP 1951.
 DL1567'
 DL1567'BENCH MARK A 64 IS 44 FEET NORTHWEST OF THE NORTH RAIL OF THE
 DL1567'RAILROAD TRACK, 39 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 DL1567'ROAD, AND 3 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK IS
 DL1567'A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE
 DL1567'CONCRETE POST THAT PROJECTS 8 INCHES.  THE DISK IS STAMPED
 DL1567'A 64 1934.
 DL1567'
 DL1567'SHEPPARD (USGS) IS 15 FEET WEST OF THE FENCE CORNER, AND 51
 DL1567'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY.  THE MARK IS A
 DL1567'BRONZE DISK OF THE UNITED STATES GEOLOGICAL SURVEY SET IN THE
 DL1567'TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 DL1567'THE DISK IS STAMPED SHEPPARD.
 DL1567'
 DL1567'THE STATION, AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 DL1567'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL1567'
 DL1567'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1567
 DL1567                          STATION RECOVERY (1963)
 DL1567
 DL1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1567'THE STATION, R.M. NO. 2, BENCH MARK A 64 AND THE AZIMUTH MARK
 DL1567'RECOVERED AND FOUND IN GOOD CONDITION.  THE FENCE THAT WAS NEAR
 DL1567'THE STATION HAS BEEN REMOVED.  THE STATION MARK IS ON THE
 DL1567'SOUTHEAST RIGHT OF WAY OF THE HIGHWAY, 73.5 FEET NORTH OF A
 DL1567'LONE OAK TREE, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DL1567'HIGHWAY AND IS FLUSH WITH THE TOP OF THE GROUND.  R.M. NO. 1
 DL1567'HAS BEEN DESTROYED.  THE CONCRETE POST WAS FOUND AT THE
 DL1567'DESCRIBED LOCATION BUT THE TOP OF THE POST HAD BEEN BROKEN OFF.
 DL1567'ALL OTHER MARKS RECOVERED AS DESCRIBED.
 DL1567'
 DL1567'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1567'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1569 ***********************************************************************
 DL1569  DESIGNATION -  SHEPPARD
 DL1569  PID         -  DL1569
 DL1569  STATE/COUNTY-  AR/HEMPSTEAD
 DL1569  USGS QUAD   -  SHEPPARD (1978)
 DL1569
 DL1569                         *CURRENT SURVEY CONTROL
 DL1569  ___________________________________________________________________
 DL1569* NAD 83(1997)-  33 37 32.19298(N)    093 43 27.41360(W)     ADJUSTED  
 DL1569* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 DL1569  ___________________________________________________________________
 DL1569  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DL1569  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL1569
 DL1569  HORZ ORDER  -  SECOND
 DL1569
 DL1569.The horizontal coordinates were established by classical geodetic methods
 DL1569.and adjusted by the National Geodetic Survey in September 1999..
 DL1569
 DL1569.The orthometric height was scaled from a topographic map.
 DL1569
 DL1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1569
 DL1569.The geoid height was determined by GEOID03.
 DL1569
 DL1569;                    North         East     Units Scale Factor Converg.
 DL1569;SPC AR S     -   507,706.049   240,023.728   MT  0.99994376   -0 57 54.2
 DL1569;SPC AR S     - 1,665,698.93    787,477.85   sFT  0.99994376   -0 57 54.2
 DL1569;UTM  15      - 3,720,880.665   432,821.465   MT  0.99965564   -0 24 03.9
 DL1569
 DL1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1569!SPC AR S     -   0.99999074  x   0.99994376  =   0.99993450
 DL1569!UTM  15      -   0.99999074  x   0.99965564  =   0.99964638
 DL1569
 DL1569                          SUPERSEDED SURVEY CONTROL
 DL1569
 DL1569  NAD 83(1997)-  33 37 32.19955(N)    093 43 27.40704(W) AD(       ) 2
 DL1569  NAD 83(1986)-  33 37 32.20194(N)    093 43 27.40189(W) AD(       ) 2
 DL1569  NAD 27      -  33 37 31.76800(N)    093 43 26.74800(W) AD(       ) 2
 DL1569
 DL1569.Superseded values are not recommended for survey control.
 DL1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1569.See file dsdata.txt to determine how the superseded data were derived.
 DL1569
 DL1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3282120881(NAD 83)
 DL1569_MARKER: DB = BENCH MARK DISK
 DL1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1569+STABILITY: SURFACE MOTION
 DL1569
 DL1569  HISTORY     - Date     Condition        Report By
 DL1569  HISTORY     - 1951     MONUMENTED       USGS
 DL1569
 DL1569                          STATION DESCRIPTION
 DL1569
 DL1569'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 DL1569'SEE STATION SHEP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1824 ***********************************************************************
 EJ1824  DESIGNATION -  SHERIDAN
 EJ1824  PID         -  EJ1824
 EJ1824  STATE/COUNTY-  AR/GRANT
 EJ1824  USGS QUAD   -  SHERIDAN (1984)
 EJ1824
 EJ1824                         *CURRENT SURVEY CONTROL
 EJ1824  ___________________________________________________________________
 EJ1824* NAD 83(1997)-  34 18 32.44254(N)    092 22 42.71708(W)     ADJUSTED  
 EJ1824* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 EJ1824  ___________________________________________________________________
 EJ1824  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EJ1824  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EJ1824
 EJ1824  HORZ ORDER  -  THIRD
 EJ1824
 EJ1824.The horizontal coordinates were established by classical geodetic methods
 EJ1824.and adjusted by the National Geodetic Survey in September 1999..
 EJ1824
 EJ1824.The orthometric height was scaled from a topographic map.
 EJ1824
 EJ1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1824
 EJ1824.The geoid height was determined by GEOID03.
 EJ1824
 EJ1824;                    North         East     Units Scale Factor Converg.
 EJ1824;SPC AR S     -   582,221.719   365,159.014   MT  0.99992991   -0 12 42.7
 EJ1824;SPC AR S     - 1,910,172.42  1,198,025.87   sFT  0.99992991   -0 12 42.7
 EJ1824;UTM  15      - 3,796,594.264   557,182.936   MT  0.99964031   +0 21 01.1
 EJ1824
 EJ1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1824!SPC AR S     -   0.99999091  x   0.99992991  =   0.99992082
 EJ1824!UTM  15      -   0.99999091  x   0.99964031  =   0.99963123
 EJ1824
 EJ1824:                Primary Azimuth Mark                     Grid Az
 EJ1824:SPC AR S     -  SHERIDAN AZ MK                           033 08 38.2
 EJ1824:UTM  15      -  SHERIDAN AZ MK                           032 34 54.4
 EJ1824
 EJ1824|---------------------------------------------------------------------|
 EJ1824| PID    Reference Object                     Distance      Geod. Az  |
 EJ1824|                                                           dddmmss.s |
 EJ1824| CY6453 SHERIDAN AZ MK                                     0325555.5 |
 EJ1824| CY6454 SHERIDAN RM 1                        26.397 METERS 08218     |
 EJ1824| EJ1825 SHERIDAN FIRST LAND MK BAP CH       APPROX. 2.4 KM 2645813.2 |
 EJ1824| EJ1822 SHERIDAN MUNICIPAL TANK             APPROX. 2.1 KM 2733432.9 |
 EJ1824| CY6455 SHERIDAN RM 2                        27.258 METERS 34706     |
 EJ1824|---------------------------------------------------------------------|
 EJ1824
 EJ1824                          SUPERSEDED SURVEY CONTROL
 EJ1824
 EJ1824  NAD 83(1986)-  34 18 32.45234(N)    092 22 42.70860(W) AD(       ) 3
 EJ1824  NAD 27      -  34 18 32.10745(N)    092 22 42.15472(W) AD(       ) 3
 EJ1824
 EJ1824.Superseded values are not recommended for survey control.
 EJ1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1824.See file dsdata.txt to determine how the superseded data were derived.
 EJ1824
 EJ1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5718396594(NAD 83)
 EJ1824_MARKER: DS = TRIANGULATION STATION DISK
 EJ1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1824
 EJ1824  HISTORY     - Date     Condition        Report By
 EJ1824  HISTORY     - 1964     MONUMENTED       CGS
 EJ1824
 EJ1824                          STATION DESCRIPTION
 EJ1824
 EJ1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1824'LOCATED AT THE EAST EDGE OF SHERIDAN ON THE GROUNDS OF THE
 EJ1824'ARKANSAS NATIONAL GUARD ARMORY AND IN THE NORTHWEST 1/4 OF SEC.
 EJ1824'11, T-5-S, R-13-W.  IT IS 196 FEET SOUTHWEST OF THE SOUTHEAST
 EJ1824'CORNER OF THE ARMORY, 87 FEET WEST OF A WITNESS POST, 18
 EJ1824'FEET NORTHEAST OF A POWER POLE, AND 18 FEET NORTH OF THE
 EJ1824'NORTHWEST CORNER OF A WOODEN SHED.  THE MONUMENT PROJECTS
 EJ1824'2 INCHES AND THE DISK IS STAMPED SHERIDAN 1964.
 EJ1824'
 EJ1824'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 EJ1824'ROAD AT THE EAST OF THE STATION FOR 0.15 MILE TO THE INTERSECTION
 EJ1824'OF U.S. HIGHWAY 270.  TURN RIGHT AND GO EAST ON HIGHWAY 270 FOR
 EJ1824'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EJ1824'
 EJ1824'REFERENCE MARK 1 IS 40 FEET NORTHEAST OF THE NORTHEAST CORNER
 EJ1824'OF THE SHED, 2 FEET NORTH OF THE WITNESS POST, AND 1 FOOT WEST
 EJ1824'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 EJ1824'STAMPED SHERIDAN NO 1 1964.
 EJ1824'
 EJ1824'REFERENCE MARK 2 IS 131 FEET NORTHWEST OF THE WITNESS POST,
 EJ1824'129 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE ARMORY, 45
 EJ1824'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, AND 3 FEET WEST
 EJ1824'OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EJ1824'SHERIDAN NO 2 1964.
 EJ1824'
 EJ1824'THE AZIMUTH MARK IS 58 FEET SOUTHEAST OF THE CENTERLINE OF
 EJ1824'THE HIGHWAY, 42 FEET NORTHEAST OF A POWER POLE, 2 FEET SOUTHWEST
 EJ1824'OF A WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE.  THE
 EJ1824'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED SHERIDAN
 EJ1824'1964.
 EJ1824'
 EJ1824'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1825 ***********************************************************************
 EJ1825  DESIGNATION -  SHERIDAN FIRST LAND MK BAP CH
 EJ1825  PID         -  EJ1825
 EJ1825  STATE/COUNTY-  AR/GRANT
 EJ1825  USGS QUAD   -  SHERIDAN (1984)
 EJ1825
 EJ1825                         *CURRENT SURVEY CONTROL
 EJ1825  ___________________________________________________________________
 EJ1825* NAD 83(1997)-  34 18 25.49142(N)    092 24 17.75387(W)     ADJUSTED  
 EJ1825* NAVD 88     -                                                        
 EJ1825  ___________________________________________________________________
 EJ1825  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 EJ1825  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ1825
 EJ1825  HORZ ORDER  -  THIRD
 EJ1825
 EJ1825.The horizontal coordinates were established by classical geodetic methods
 EJ1825.and adjusted by the National Geodetic Survey in September 1999..
 EJ1825
 EJ1825
 EJ1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1825
 EJ1825.The geoid height was determined by GEOID03.
 EJ1825
 EJ1825;                    North         East     Units Scale Factor Converg.
 EJ1825;SPC AR S     -   582,016.847   362,728.346   MT  0.99992975   -0 13 35.9
 EJ1825;SPC AR S     - 1,909,500.27  1,190,051.25   sFT  0.99992975   -0 13 35.9
 EJ1825;UTM  15      - 3,796,365.623   554,755.102   MT  0.99963696   +0 20 07.5
 EJ1825
 EJ1825                          SUPERSEDED SURVEY CONTROL
 EJ1825
 EJ1825  NAD 83(1986)-  34 18 25.50125(N)    092 24 17.74537(W) AD(       ) 4
 EJ1825  NAD 27      -  34 18 25.15686(N)    092 24 17.18734(W) AD(       ) 3
 EJ1825
 EJ1825.Superseded values are not recommended for survey control.
 EJ1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1825.See file dsdata.txt to determine how the superseded data were derived.
 EJ1825
 EJ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5475596366(NAD 83)
 EJ1825_MARKER: 90 = CHURCH SPIRE
 EJ1825
 EJ1825  HISTORY     - Date     Condition        Report By
 EJ1825  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1825
 EJ1825                          STATION DESCRIPTION
 EJ1825
 EJ1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1825'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
 EJ1825'0.2 MILE WEST OF THE GRANT COUNTY COURTHOUSE AND IN THE
 EJ1825'NORTHWEST ANGLE OF THE INTERSECTION OF WEST CENTER STREET
 EJ1825'(U.S. HIGHWAY 270) AND ARCH STREET.  IT IS A SLENDER METAL
 EJ1825'SPIRE PAINTED SILVER, ON THE SOUTH END OF A BROWN BRICK CHURCH
 EJ1825'BUILDING AND THE OVERALL HEIGHT IS ABOUT 70 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1822 ***********************************************************************
 EJ1822  DESIGNATION -  SHERIDAN MUNICIPAL TANK
 EJ1822  PID         -  EJ1822
 EJ1822  STATE/COUNTY-  AR/GRANT
 EJ1822  USGS QUAD   -  SHERIDAN (1984)
 EJ1822
 EJ1822                         *CURRENT SURVEY CONTROL
 EJ1822  ___________________________________________________________________
 EJ1822* NAD 83(1997)-  34 18 36.61553(N)    092 24 03.33425(W)     ADJUSTED  
 EJ1822* NAVD 88     -                                                        
 EJ1822  ___________________________________________________________________
 EJ1822  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 EJ1822  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ1822
 EJ1822  HORZ ORDER  -  THIRD
 EJ1822
 EJ1822.The horizontal coordinates were established by classical geodetic methods
 EJ1822.and adjusted by the National Geodetic Survey in September 1999..
 EJ1822
 EJ1822
 EJ1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1822
 EJ1822.The geoid height was determined by GEOID03.
 EJ1822
 EJ1822;                    North         East     Units Scale Factor Converg.
 EJ1822;SPC AR S     -   582,358.140   363,098.365   MT  0.99993001   -0 13 27.8
 EJ1822;SPC AR S     - 1,910,620.00  1,191,265.22   sFT  0.99993001   -0 13 27.8
 EJ1822;UTM  15      - 3,796,710.428   555,121.648   MT  0.99963745   +0 20 15.7
 EJ1822
 EJ1822                          SUPERSEDED SURVEY CONTROL
 EJ1822
 EJ1822  NAD 83(1986)-  34 18 36.62539(N)    092 24 03.32552(W) AD(       ) 4
 EJ1822  NAD 27      -  34 18 36.28050(N)    092 24 02.76945(W) AD(       ) 3
 EJ1822
 EJ1822.Superseded values are not recommended for survey control.
 EJ1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1822.See file dsdata.txt to determine how the superseded data were derived.
 EJ1822
 EJ1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5512296710(NAD 83)
 EJ1822_MARKER: 51 = TANK
 EJ1822
 EJ1822  HISTORY     - Date     Condition        Report By
 EJ1822  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1822
 EJ1822                          STATION DESCRIPTION
 EJ1822
 EJ1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1822'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EJ1822'0.15 MILE WEST OF THE SHERIDAN HIGH SCHOOL AND ON THE NORTH
 EJ1822'SIDE OF HIGH STREET BETWEEN OAK AND NORTH MAIN STREETS.  IT IS A
 EJ1822'FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER AND
 EJ1822'THE OVERALL HEIGHT IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3044 ***********************************************************************
 EH3044  DESIGNATION -  SHERRILL
 EH3044  PID         -  EH3044
 EH3044  STATE/COUNTY-  AR/JEFFERSON
 EH3044  USGS QUAD   -  SHERRILL (1971)
 EH3044
 EH3044                         *CURRENT SURVEY CONTROL
 EH3044  ___________________________________________________________________
 EH3044* NAD 83(1997)-  34 24 03.27408(N)    091 57 31.20188(W)     ADJUSTED  
 EH3044* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 EH3044  ___________________________________________________________________
 EH3044  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EH3044  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 EH3044
 EH3044  HORZ ORDER  -  FIRST
 EH3044
 EH3044.The horizontal coordinates were established by classical geodetic methods
 EH3044.and adjusted by the National Geodetic Survey in September 1999..
 EH3044
 EH3044.The orthometric height was scaled from a topographic map.
 EH3044
 EH3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3044
 EH3044.The geoid height was determined by GEOID03.
 EH3044
 EH3044;                    North         East     Units Scale Factor Converg.
 EH3044;SPC AR S     -   592,351.497   403,800.258   MT  0.99993886   +0 01 23.3
 EH3044;SPC AR S     - 1,943,406.54  1,324,801.35   sFT  0.99993886   +0 01 23.3
 EH3044;UTM  15      - 3,807,100.915   595,712.622   MT  0.99971292   +0 35 18.2
 EH3044
 EH3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3044!SPC AR S     -   0.99999375  x   0.99993886  =   0.99993261
 EH3044!UTM  15      -   0.99999375  x   0.99971292  =   0.99970667
 EH3044
 EH3044:                Primary Azimuth Mark                     Grid Az
 EH3044:SPC AR S     -  SHERRILL AZ MK                           002 05 28.0
 EH3044:UTM  15      -  SHERRILL AZ MK                           001 31 33.1
 EH3044
 EH3044|---------------------------------------------------------------------|
 EH3044| PID    Reference Object                     Distance      Geod. Az  |
 EH3044|                                                           dddmmss.s |
 EH3044| CY6456 SHERRILL AZ MK                                     0020651.3 |
 EH3044| EH3041 TBM EAST RAIL                       498.871 METERS 0721219.7 |
 EH3044| EH2997 HUMPHREY MUNICIPAL TANK             APPROX.23.5 KM 0841338.1 |
 EH3044| CY6457 SHERRILL RM 1                        34.726 METERS 12439     |
 EH3044| EH3033 ALTHEIMER MUNICIPAL TANK            APPROX.13.6 KM 1314830.1 |
 EH3044| EJ1787 PINE BLUFF RADIO STA KOTN MAST      APPROX.20.0 KM 1915020.8 |
 EH3044| EJ1799 PINE BLUFF ARK POWER LT E STK       APPROX.20.2 KM 1953047.7 |
 EH3044| EJ1789 PINE BLUFF ARK POWER LT W STK       APPROX.20.2 KM 1954026.5 |
 EH3044| EJ1793 PINE BLUFF FED COMP PLANT 1 TK      APPROX.20.7 KM 1991008.3 |
 EH3044| EJ1800 PINE BLUFF FED COMP PLANT 4 TK      APPROX.20.8 KM 2003725.5 |
 EH3044| CY6458 SHERRILL RM 2                        32.475 METERS 29040     |
 EH3044| EH3072 ENGLAND FEDERAL COMPRESS CO TK      APPROX.16.2 KM 3550816.9 |
 EH3044| EH3071 ENGLAND ARK PWR AND LT CO TANK      APPROX.16.2 KM 3551405.0 |
 EH3044|---------------------------------------------------------------------|
 EH3044
 EH3044                          SUPERSEDED SURVEY CONTROL
 EH3044
 EH3044  NAD 83(1986)-  34 24 03.28215(N)    091 57 31.19440(W) AD(       ) 1
 EH3044  NAD 27      -  34 24 02.93600(N)    091 57 30.69500(W) AD(       ) 1
 EH3044
 EH3044.Superseded values are not recommended for survey control.
 EH3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3044.See file dsdata.txt to determine how the superseded data were derived.
 EH3044
 EH3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9571307101(NAD 83)
 EH3044_MARKER: DS = TRIANGULATION STATION DISK
 EH3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3044
 EH3044  HISTORY     - Date     Condition        Report By
 EH3044  HISTORY     - 1938     MONUMENTED       CGS
 EH3044  HISTORY     - 1940     GOOD             CGS
 EH3044  HISTORY     - 1962     SEE DESCRIPTION  USGS
 EH3044  HISTORY     - 1965     MARK NOT FOUND   CGS
 EH3044
 EH3044                          STATION DESCRIPTION
 EH3044
 EH3044'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 EH3044'STATION IS ABOUT 11.5 MILES BY ROAD S OF ENGLAND, AND 1.2 MILES
 EH3044'N OF SHERRILL ON THE W SIDE OF STATE HIGHWAY 15, AND E SIDE OF
 EH3044'PLUM BAYOU.
 EH3044'
 EH3044'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH3044'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH3044'
 EH3044'REFERENCE MARK NO.1 IS 114.00 FEET SE OF STATION IN E-W FENCE LINE,
 EH3044'4 FEET S OF S BANK OF DITCH, 43 FEET E OF CENTER LINE OF
 EH3044'STATE HIGHWAY 15.  MARK PROJECTS 6 INCHES.
 EH3044'
 EH3044'REFERENCE MARK NO.2 IS 106.60 FEET NW OF STATION, 18 FEET W OF
 EH3044'CENTER LINE OF OLD ROAD AND PROJECTS 6 INCHES.
 EH3044'
 EH3044'AZIMUTH MARK IS 0.5 MILE N OF STATION ON THE E SIDE OF STATE
 EH3044'HIGHWAY 15, 25 FEET NE OF N CORNER OF CONCRETE CULVERT, 33 FEET
 EH3044'E OF CENTER LINE OF STATE HIGHWAY 15, 3 FEET N OF N BANK OF
 EH3044'DRAINAGE DITCH, AND PROJECTS 10 INCHES.
 EH3044'
 EH3044'TO REACH FROM SHERRILL DRIVE N ON STATE HIGHWAY 15 FOR 1.2 MILES
 EH3044'TO FORKS IN ROAD AND STATION IN FORKS OF STATE HIGHWAY 15 AND
 EH3044'LOCAL ROAD, LEADING NW ALONG NE SIDE OF PLUM BAYOU, 39 FEET W
 EH3044'OF CENTER LINE OF STATE HIGHWAY 15, 38 FEET NE OF CENTER LINE OF
 EH3044'LOCAL ROAD, 28 FEET IN FROM SIXTH POST FROM S END OF GUARD RAIL,
 EH3044'AND 47.5 FEET N OF 20-INCH THORN TREE.  MARK IS 14 INCHES BELOW
 EH3044'SURFACE OF GROUND.
 EH3044'
 EH3044'A 116-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 EH3044'
 EH3044'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS.
 EH3044
 EH3044                          STATION RECOVERY (1940)
 EH3044
 EH3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3044'STATION RECOVERED, ALL MARKS FOUND TO BE IN GOOD CONDITION.
 EH3044'
 EH3044'STATION IS LOCATED IN JEFFERSON COUNTY, ABOUT 11.5 MILES BY
 EH3044'ROAD S OF ENGLAND AND ABOUT 1.2 MILES N OF SHERRILL.  IT
 EH3044'IS IN A WYE FORMED BY STATE HIGHWAY 15 AND A DIRT ROAD LEADING NW
 EH3044'ALONG THE E SIDE OF PLUM BAYOU.  THE STATION MARK IS SET 12
 EH3044'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED SHERRILL
 EH3044'1938.
 EH3044'
 EH3044'REFERENCE MARK NO.1 IS 43 FEET E OF THE CENTER LINE OF THE
 EH3044'HIGHWAY AND 15 FEET S OF THE CENTER LINE OF A DRAIN DITCH, AT
 EH3044'ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 8 INCHES
 EH3044'AND IS STAMPED SHERRILL NO.1, 1938.  THERE IS A WHITE REFERENCE
 EH3044'POST 3 FEET S OF THE MARK.
 EH3044'
 EH3044'REFERENCE MARK NO.2 IS 18 FEET W OF THE CENTER LINE OF AN
 EH3044'OLD ROAD AND ABOUT 1 METER LOWER THAN THE STATION.  IT PROJECTS 6
 EH3044'INCHES AND IS STAMPED SHERRILL NO.2, 1938.
 EH3044'
 EH3044'THE AZIMUTH MARK IS 0.5 MILE N OF THE STATION ON THE E SIDE
 EH3044'OF THE ROAD, 25 FEET NE OF THE N CORNER OF A CONCRETE CULVERT AND
 EH3044'33 FEET E OF THE CENTER LINE OF THE ROAD.  IT PROJECTS 8
 EH3044'INCHES AND IS STAMPED SHERRILL 1938.  THERE IS A WHITE REFERENCE
 EH3044'POST 2 FEET N OF THE MARK.
 EH3044'
 EH3044'TO REACH THE AZIMUTH MARK DRIVE N 0.5 MILE TO THE MARK ON THE
 EH3044'E SIDE OF THE ROAD.
 EH3044'
 EH3044'THERE WAS A SLIGHT DISCREPANCY IN THE MEASUREMENTS FROM THE
 EH3044'STATION MARK TO THE REFERENCE MARKS AND IN THE DIRECTIONS FROM
 EH3044'THE AZIMUTH MARK TO THE REFERENCE MARKS.  THE 1940 MEASUREMENTS AND
 EH3044'DIRECTIONS WERE CHECKED AND SHOULD BE CONSIDERED CORRECT.
 EH3044
 EH3044                          STATION RECOVERY (1962)
 EH3044
 EH3044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH3044'STATION IS UNDER DRIVEWAY TO A HOME.  THE REFERENCE MARKS ARE
 EH3044'DESTROYED.  THE AZIMUTH MARK IS DISTURBED.
 EH3044
 EH3044                          STATION RECOVERY (1965)
 EH3044
 EH3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3044'THE STATION AND ALL MARKS WERE SEARCHED FOR AT THIS TIME USING
 EH3044'AN INVERSE COMPUTATION.  NONE OF THE MARKS COULD BE FOUND AND
 EH3044'SHOULD BE CONSIDERED LOST.  A NEW STATION SHERRILL 2 WAS
 EH3044'ESTABLISHED NEAR BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3043 ***********************************************************************
 EH3043  DESIGNATION -  SHERRILL 2
 EH3043  PID         -  EH3043
 EH3043  STATE/COUNTY-  AR/JEFFERSON
 EH3043  USGS QUAD   -  SHERRILL (1971)
 EH3043
 EH3043                         *CURRENT SURVEY CONTROL
 EH3043  ___________________________________________________________________
 EH3043* NAD 83(1997)-  34 24 04.40077(N)    091 57 32.40539(W)     ADJUSTED  
 EH3043* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 EH3043  ___________________________________________________________________
 EH3043  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EH3043  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 EH3043
 EH3043  HORZ ORDER  -  SECOND
 EH3043
 EH3043.The horizontal coordinates were established by classical geodetic methods
 EH3043.and adjusted by the National Geodetic Survey in September 1999..
 EH3043
 EH3043.The orthometric height was scaled from a topographic map.
 EH3043
 EH3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3043
 EH3043.The geoid height was determined by GEOID03.
 EH3043
 EH3043;                    North         East     Units Scale Factor Converg.
 EH3043;SPC AR S     -   592,386.201   403,769.507   MT  0.99993890   +0 01 22.6
 EH3043;SPC AR S     - 1,943,520.39  1,324,700.46   sFT  0.99993890   +0 01 22.6
 EH3043;UTM  15      - 3,807,135.305   595,681.537   MT  0.99971284   +0 35 17.5
 EH3043
 EH3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3043!SPC AR S     -   0.99999375  x   0.99993890  =   0.99993265
 EH3043!UTM  15      -   0.99999375  x   0.99971284  =   0.99970659
 EH3043
 EH3043:                Primary Azimuth Mark                     Grid Az
 EH3043:SPC AR S     -  SHERRILL 2 AZ MK                         004 25 10.7
 EH3043:UTM  15      -  SHERRILL 2 AZ MK                         003 51 15.8
 EH3043
 EH3043|---------------------------------------------------------------------|
 EH3043| PID    Reference Object                     Distance      Geod. Az  |
 EH3043|                                                           dddmmss.s |
 EH3043| CY6459 SHERRILL 2 AZ MK                                   0042633.3 |
 EH3043| EH3032 WABBASEKA MUNICIPAL TANK            APPROX.15.7 KM 1062659.4 |
 EH3043| EH3033 ALTHEIMER MUNICIPAL TANK            APPROX.13.7 KM 1314950.7 |
 EH3043| CY6460 SHERRILL 2 RM 3                      68.885 METERS 15332     |
 EH3043| CY6461 SHERRILL 2 RM 4                      37.369 METERS 33333     |
 EH3043|---------------------------------------------------------------------|
 EH3043
 EH3043                          SUPERSEDED SURVEY CONTROL
 EH3043
 EH3043  NAD 83(1986)-  34 24 04.40840(N)    091 57 32.39804(W) AD(       ) 2
 EH3043  NAD 27      -  34 24 04.06206(N)    091 57 31.89339(W) AD(       ) 2
 EH3043
 EH3043.Superseded values are not recommended for survey control.
 EH3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3043.See file dsdata.txt to determine how the superseded data were derived.
 EH3043
 EH3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9568207135(NAD 83)
 EH3043_MARKER: DS = TRIANGULATION STATION DISK
 EH3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3043_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3043+STABILITY: SURFACE MOTION
 EH3043
 EH3043  HISTORY     - Date     Condition        Report By
 EH3043  HISTORY     - 1965     MONUMENTED       CGS
 EH3043  HISTORY     - 19690217 GOOD             USGS
 EH3043  HISTORY     - 19980801 GOOD             NRCS
 EH3043
 EH3043                          STATION DESCRIPTION
 EH3043
 EH3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CMC)
 EH3043'STATION IS ON THE EAST SIDE OF PLUM BAYOU, ABOUT 1-1/4 MILES
 EH3043'NORTHWEST OF SHERRILL, 8-1/2 MILES NORTHWEST OF ALTHEIMER,
 EH3043'9-1/2 MILES SOUTH OF ENGLAND AND ON THE PROPERTY OF MR. H.L.
 EH3043'SHUDY.
 EH3043'
 EH3043'TO REACH THE STATION FROM THE POST OFFICE IN SHERRILL, GO
 EH3043'NORTHERLY ON STATE HIGHWAY 15 FOR 1.25 MILES TO A GRAVELED DRIVEWAY
 EH3043'ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON THE DRIVEWAY FOR
 EH3043'ABOUT 250 FEET TO THE STATION ON THE LEFT.
 EH3043'
 EH3043'STATION MARKS ARE STANDARD DISKS STAMPED SHERRILL 2 1965.
 EH3043'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH3043'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 20 FEET SOUTHWEST OF
 EH3043'THE CENTER OF THE GRAVELED DRIVEWAY, 27 FEET EAST OF A POWER
 EH3043'POLE, 127 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN AIRPLANE
 EH3043'HANGAR AND 139 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 15.
 EH3043'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 45
 EH3043'INCHES BELOW THE SURFACE OF THE GROUND.
 EH3043'
 EH3043'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SHERRILL 2 NO 3
 EH3043'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH3043'SURFACE OF THE GROUND.  IT IS 13 FEET NORTHWEST OF THE NORTHWEST
 EH3043'END OF A CONCRETE CULVERT, 27 FEET SOUTHWEST OF THE CENTER OF
 EH3043'THE DRIVEWAY, 53 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 15
 EH3043'AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST ANA A WIRE FENCE.
 EH3043'
 EH3043'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED SHERRILL 2 NO
 EH3043'4 1965, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION
 EH3043'OF THE AIRPLANE HANGAR DOORS.  IT IS 4 FEET SOUTHEAST OF THE
 EH3043'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR, 46 FEET WEST
 EH3043'OF THE CENTER OF THE DRIVEWAY AND 64 FEET WEST OF A GAS PUMP.
 EH3043'
 EH3043'AZIMUTH MARK, A STANDARD DISK STAMPED SHERRILL 2 1965, IS SET IN A
 EH3043'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 2.5 FEET
 EH3043'SOUTH OF A METAL WITNESS POST, 29 FEET NORTHEAST OF THE CENTER OF
 EH3043'THE EAST END OF A CONCRETE CULVERT AND 36 FEET EAST OF THE
 EH3043'CENTERLINE OF HIGHWAY 15.
 EH3043'
 EH3043'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 EH3043'15 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 EH3043'
 EH3043'NOTE- REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION.
 EH3043'
 EH3043'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH3043
 EH3043                          STATION RECOVERY (1969)
 EH3043
 EH3043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EH3043'RECOVERED IN GOOD CONDITION.
 EH3043
 EH3043                          STATION RECOVERY (1998)
 EH3043
 EH3043'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3043'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1501 ***********************************************************************
 DL1501  DESIGNATION -  SHILO FIRE TOWER 91 AFC
 DL1501  PID         -  DL1501
 DL1501  STATE/COUNTY-  AR/LAFAYETTE
 DL1501  USGS QUAD   -  FALCON (1968)
 DL1501
 DL1501                         *CURRENT SURVEY CONTROL
 DL1501  ___________________________________________________________________
 DL1501* NAD 83(1997)-  33 23 31.76505(N)    093 27 54.51422(W)     ADJUSTED  
 DL1501* NAVD 88     -                                                        
 DL1501  ___________________________________________________________________
 DL1501  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DL1501  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DL1501
 DL1501  HORZ ORDER  -  THIRD
 DL1501
 DL1501.The horizontal coordinates were established by classical geodetic methods
 DL1501.and adjusted by the National Geodetic Survey in September 1999..
 DL1501
 DL1501
 DL1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1501
 DL1501.The geoid height was determined by GEOID03.
 DL1501
 DL1501;                    North         East     Units Scale Factor Converg.
 DL1501;SPC AR S     -   481,442.167   263,693.887   MT  0.99998084   -0 49 12.1
 DL1501;SPC AR S     - 1,579,531.51    865,135.69   sFT  0.99998084   -0 49 12.1
 DL1501;UTM  15      - 3,694,859.514   456,741.347   MT  0.99962307   -0 15 21.6
 DL1501
 DL1501                          SUPERSEDED SURVEY CONTROL
 DL1501
 DL1501  NAD 83(1997)-  33 23 31.77253(N)    093 27 54.50587(W) AD(       ) 4
 DL1501  NAD 83(1986)-  33 23 31.77585(N)    093 27 54.50210(W) AD(       ) 4
 DL1501  NAD 27      -  33 23 31.32900(N)    093 27 53.87000(W) AD(       ) 3
 DL1501
 DL1501.Superseded values are not recommended for survey control.
 DL1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1501.See file dsdata.txt to determine how the superseded data were derived.
 DL1501
 DL1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5674194860(NAD 83)
 DL1501_MARKER: 55 = TOWER
 DL1501
 DL1501  HISTORY     - Date     Condition        Report By
 DL1501  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1501
 DL1501                          STATION DESCRIPTION
 DL1501
 DL1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1501'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST FROM
 DL1501'STAMPS, ABOUT 0.4 MILE WEST-NORTHWEST OF THE SHILO BAPTIST
 DL1501'CHURCH AND IS ON THE HIGHEST POINT OF A CLEARED KNOLL.
 DL1501'
 DL1501'IT IS A GLASS ENCLOSED CABIN MOUNTED ON A FOUR-LEGGED WOODEN
 DL1501'STRUCTURE AND HAS AN OVER-ALL HEIGHT OF 120 FEET.  THE CENTER
 DL1501'AND TOP OF THE CABIN WAS OBSERVED.
 DL1501'
 DL1501'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 DL1501'82 AT THE EAST EDGE OF STAMPS, GO NORTHERLY ON A GRAVELED
 DL1501'ROAD FOR 1.9 MILES TO A FORK, TAKE RIGHT FORK AND GO 1.0
 DL1501'MILE TO A T-ROAD AND THE SHILO CHURCH ON THE LEFT, TURN
 DL1501'LEFT AND GO NORTH THEN WEST FOR 0.4 MILE TO THE HIGHEST
 DL1501'POINT OF THE KNOLL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1760 ***********************************************************************
 EJ1760  DESIGNATION -  SHINALL
 EJ1760  PID         -  EJ1760
 EJ1760  STATE/COUNTY-  AR/PULASKI
 EJ1760  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ1760
 EJ1760                         *CURRENT SURVEY CONTROL
 EJ1760  ___________________________________________________________________
 EJ1760* NAD 83(1997)-  34 47 55.49447(N)    092 29 48.81849(W)     ADJUSTED  
 EJ1760* NAVD 88     -       325.5    (meters)    1068.     (feet)  VERTCON   
 EJ1760  ___________________________________________________________________
 EJ1760  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 EJ1760  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EJ1760
 EJ1760  HORZ ORDER  -  FIRST
 EJ1760
 EJ1760.The horizontal coordinates were established by classical geodetic methods
 EJ1760.and adjusted by the National Geodetic Survey in September 1999..
 EJ1760
 EJ1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1760
 EJ1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1760
 EJ1760.The geoid height was determined by GEOID03.
 EJ1760
 EJ1760;                    North         East     Units Scale Factor Converg.
 EJ1760;SPC AR S     -   636,593.302   354,528.519   MT  1.00000731   -0 16 41.2
 EJ1760;SPC AR S     - 2,088,556.52  1,163,148.98   sFT  1.00000731   -0 16 41.2
 EJ1760;SPC AR N     -    51,749.387   354,527.540   MT  1.00002918   -0 17 20.9
 EJ1760;SPC AR N     -   169,781.11  1,163,145.77   sFT  1.00002918   -0 17 20.9
 EJ1760;UTM  15      - 3,850,840.718   546,021.581   MT  0.99962610   +0 17 13.7
 EJ1760
 EJ1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1760!SPC AR S     -   0.99995315  x   1.00000731  =   0.99996046
 EJ1760!SPC AR N     -   0.99995315  x   1.00002918  =   0.99998233
 EJ1760!UTM  15      -   0.99995315  x   0.99962610  =   0.99957927
 EJ1760
 EJ1760:                Primary Azimuth Mark                     Grid Az
 EJ1760:SPC AR S     -  MAUMELLE RESET                           012 21 39.0
 EJ1760:SPC AR N     -  MAUMELLE RESET                           012 22 18.7
 EJ1760:UTM  15      -  MAUMELLE RESET                           011 47 44.1
 EJ1760
 EJ1760|---------------------------------------------------------------------|
 EJ1760| PID    Reference Object                     Distance      Geod. Az  |
 EJ1760|                                                           dddmmss.s |
 EJ1760| EJ1757 MAUMELLE RESET                      APPROX. 4.8 KM 0120457.8 |
 EJ1760| CY6464 SHINALL RM 4                         21.518 METERS 02604     |
 EJ1760| CY5293 SHINALL WM BLAZE IN OAK TREE          4.400 METERS 05322     |
 EJ1760| CY6462 SHINALL RM                            5.692 METERS 05333     |
 EJ1760| EJ1759 BM                                    3.594 METERS 05928     |
 EJ1760| CY6465 SHINALL RM 5                         19.846 METERS 09529     |
 EJ1760| EJ1755 LITTLE ROCK MUNICIPAL SPIPE         APPROX.14.7 KM 1001704.1 |
 EJ1760| EJ1713 LITTLE ROCK CAPITOL DOME            APPROX.19.9 KM 1065129.0 |
 EJ1760| CY6463 SHINALL RM 3                         27.137 METERS 14952     |
 EJ1760| EJ1726 SHANNON HILLS MUNICIPAL TANK        APPROX.21.6 KM 1531909.1 |
 EJ1760| EJ1758 SHINALL MOUNTAIN LOT                 16.149 METERS 20141     |
 EJ1760| EJ1756 SHINALL MTN TV STA KARK KTHV        288.130 METERS 27823     |
 EJ1760|---------------------------------------------------------------------|
 EJ1760
 EJ1760                          SUPERSEDED SURVEY CONTROL
 EJ1760
 EJ1760  NAD 83(1986)-  34 47 55.50709(N)    092 29 48.80878(W) AD(       ) 1
 EJ1760  NAD 27      -  34 47 55.17805(N)    092 29 48.23754(W) AD(       ) 1
 EJ1760  NGVD 29 (07/19/86)  325.5    (m)         1068.     (f) VERT ANG       
 EJ1760
 EJ1760.Superseded values are not recommended for survey control.
 EJ1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1760.See file dsdata.txt to determine how the superseded data were derived.
 EJ1760
 EJ1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4602250841(NAD 83)
 EJ1760_MARKER: DD = SURVEY DISK
 EJ1760_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1760_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 EJ1760
 EJ1760  HISTORY     - Date     Condition        Report By
 EJ1760  HISTORY     - 1916     MONUMENTED       CGS
 EJ1760  HISTORY     - 1935     SEE DESCRIPTION  ARGS
 EJ1760  HISTORY     - 1940     SEE DESCRIPTION  CGS
 EJ1760  HISTORY     - 1964     SEE DESCRIPTION  CGS
 EJ1760
 EJ1760                          STATION DESCRIPTION
 EJ1760
 EJ1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EJ1760'STATION IS ABOUT 15 MILES BY ROAD N OF W FROM LITTLE ROCK,
 EJ1760'3 MILES SW FROM PINNACLE, 1 MILE S OF LITTLE ROCK-PERRYVILLE
 EJ1760'WAGON ROAD, ON TOP OF SHINALL MOUNTAIN, IN THE MIDDLE OF
 EJ1760'RIDGE RUNNING E AND W.  SIDES OF MOUNTAIN ARE TIMBERED AND
 EJ1760'TOP IS COVERED WITH SMALL GROWTH OAK EXCEPT FOR ONE LARGE
 EJ1760'TREE.
 EJ1760'
 EJ1760'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 EJ1760'IN A DEPRESSION IN OUTCROPPING BEDROCK.
 EJ1760'
 EJ1760'REFERENCE MARK IS 5.69 METERS (18.7 FEET) FROM STATION,
 EJ1760'N 54 DEG 28 MIN W.
 EJ1760'
 EJ1760'WITNESS MARK IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH
 EJ1760'A NAIL AT THE CENTER OF EACH APEX OF THE TRIANGLE AND IS
 EJ1760'4.35 METERS (14.3 FEET), N 53 DEG 22 MIN E.
 EJ1760'U.S.G.S. BENCH MARK IS 3.60 METERS (11.8 FEET) FROM
 EJ1760'STATION, N 59 DEG 22 MIN E.  ELEVATION OF STATION
 EJ1760'MARK IS 325.5 METERS (1,068 FEET).
 EJ1760
 EJ1760                          STATION RECOVERY (1935)
 EJ1760
 EJ1760'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 EJ1760'STATION TABLET HAS BEEN BROKEN OFF, BUT THE SPINDLE IS STILL
 EJ1760'IN PLACE IN BEDROCK.  THE U.S.G.S. BENCH MARK TABLET HAS
 EJ1760'BEEN REMOVED BUT THE HOLE IN ROCK IS STILL INTACT.  THE
 EJ1760'REFERENCE MARK IS IN GOOD CONDITION.  THE OAK TREE 18 INCHES
 EJ1760'IN DIAMETER IS IN GOOD CONDITION.  TRIANGULAR BLAZE LEGIBLE
 EJ1760'AND CENTER NAIL STILL IN PLACE.
 EJ1760'
 EJ1760'ADDITIONAL DESCRIPTION IS AS FOLLOWS- STATION IS 1 MILE
 EJ1760'S AND 1/4 MILE E OF JOE T. ROBERTSON SCHOOL (STONE BUILDING)
 EJ1760'ON STATE HIGHWAY 10.
 EJ1760
 EJ1760                          STATION RECOVERY (1940)
 EJ1760
 EJ1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1760'STATION IS ON THE TOP OF SHINALL MOUNTAIN ABOUT 12.5 MILES
 EJ1760'W BY N OF LITTLE ROCK.
 EJ1760'
 EJ1760'DISK HAS BEEN BROKEN OFF STATION MARK, BUT THE SHANK REMAINS
 EJ1760'IN PLACE.  A PUNCH HOLE WAS ESTABLISHED IN THE CENTER OF
 EJ1760'THE SHANK.
 EJ1760'
 EJ1760'REFERENCE MARK NO.1 WAS RECOVERED AS DESCRIBED AND IN EXCELLENT
 EJ1760'CONDITION.  IT WAS STAMPED SHINALL NO.1, 1916.
 EJ1760'
 EJ1760'REFERENCE MARK NO.3, A STANDARD DISK SET IN CONCRETE IN
 EJ1760'A DEPRESSION IN OUTCROPPING BEDROCK WAS ESTABLISHED BY THIS
 EJ1760'PARTY.  IT IS AT THE S EDGE OF THE HILL, DUE S OF THE STATION,
 EJ1760'AND IS STAMPED SHINALL NO.3, 1916-1940.
 EJ1760'
 EJ1760'NO AZIMUTH MARK WAS ESTABLISHED.  STATION MAUMELLE 1916
 EJ1760'IS VISIBLE FROM THE GROUND AND MAY BE USED FOR AZIMUTH.
 EJ1760'
 EJ1760'THE WITNESS MARK WAS RECOVERED AS DESCRIBED, IN A LARGE
 EJ1760'TREE NE OF THE STATION.
 EJ1760'
 EJ1760'THE U.S.G.S. BENCH MARK DISK HAS BEEN DESTROYED.  THE DRILL
 EJ1760'HOLE WAS RECOVERED AND THE DISTANCE TO THE STATION WAS CHECKED.
 EJ1760'
 EJ1760'TO REACH THE STATION FROM THE POST OFFICE IN LITTLE ROCK,
 EJ1760'GO W ON STATE ROAD 10 FOR 0.4 MILE, TURN RIGHT AND CONTINUE
 EJ1760'ON STATE ROAD 10 FOR 12.5 MILES TO THE END OF THE PAVEMENT
 EJ1760'AT A SMALL BRIDGE, CONTINUE ON GRAVELED ROAD FOR 1.6 MILES
 EJ1760'TO A WOODS ROAD ON THE LEFT, TURN LEFT AND FOLLOW THE MAIN
 EJ1760'WOODS ROAD FOR 0.6 MILE TO THE FOOT OF THE MOUNTAIN AND
 EJ1760'THE END OF TRUCK TRAVEL.  FROM THIS POINT IT IS A HALF AN
 EJ1760'HOUR WALK TO THE TOP OF THE MOUNTAIN AND THE STATION.
 EJ1760
 EJ1760                          STATION RECOVERY (1964)
 EJ1760
 EJ1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1760'THE STATION MARK SHANK AND REFERENCE MARK 1 WERE RECOVERED
 EJ1760'AT THIS TIME.  REFERENCE MARK 3 HAS BEEN DESTROYED BY ROAD
 EJ1760'CONSTRUCTION AND REFERENCE MARKS 4 AND 5 WERE ESTABLISHED
 EJ1760'AT THIS TIME.  REFERENCE MARK 1 IS BEHIND A GARAGE AND WAS
 EJ1760'DESTROYED AT THIS TIME.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION
 EJ1760'FOLLOWS.
 EJ1760'
 EJ1760'ABOUT 12 MILES NORTHWEST OF LITTLE ROCK, ON THE TOP AND
 EJ1760'HIGHEST POINT OF SHINALL MOUNTAIN, AND ON PROPERTY LEASED
 EJ1760'BY THE STATE.  IT IS 45 FEET NORTH OF THE NORTHEAST LEG
 EJ1760'OF A LOOKOUT TOWER, 37 FEET NORTHWEST OF A POWER POLE, 9
 EJ1760'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE GARAGE AND
 EJ1760'7 FEET NORTHEAST OF A WITNESS POST.  IT IS A STATION MARK
 EJ1760'DISK SHANK SET IN A DRILL HOLE IN OUT-CROPPING BEDROCK WITH
 EJ1760'A PUNCH HOLE IN THE CENTER.
 EJ1760'
 EJ1760'TO REACH THE STATION FROM THE INTERSECTION OF UNIVERSITY
 EJ1760'AVENUE AND 12TH STREET IN THE WEST EDGE OF LITTLE ROCK, GO
 EJ1760'WESTERLY ON 12TH STREET FOR 7.8 MILES TO A D X SERVICE STATION
 EJ1760'ON THE RIGHT AND A GRAVELED ROAD STRAIGHT AHEAD (DENNY ROAD).
 EJ1760'GO NORTH WEST ON DENNY ROAD FOR 0.7 MILE TO A SIDE ROAD
 EJ1760'RIGHT.  TURN RIGHT AND GO NORTH ON GORDON ROAD FOR 2.35
 EJ1760'MILES TO A ROAD FORK.  TAKE THE LEFT FORK AND GO WESTERLY
 EJ1760'UP HILL ON PAVED ROAD FOR 0.65 MILE TO A LOOKOUT TOWER AND
 EJ1760'THE STATION ON THE RIGHT.
 EJ1760'
 EJ1760'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK SET IN
 EJ1760'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 EJ1760'8 INCHES.  IT IS 85 FEET NORTH OF THE POWER POLE, 73 FEET
 EJ1760'NORTHEAST OF THE WITNESS POST, 16 FEET WEST OF THE 8 INCH
 EJ1760'OAK TREE AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 EJ1760'THE DISK IS STAMPED SHINALL NO 4 1916.
 EJ1760'
 EJ1760'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK SET IN
 EJ1760'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 EJ1760'6 INCHES.  IT IS 55 FEET NORTH OF THE CENTERLINE OF THE
 EJ1760'ROAD, 36 FEET NORTHEAST OF THE POWER POLE AND 8 FEET SOUTHEAST
 EJ1760'OF AN 8 INCH OAK TREE.  THE DISK IS STAMPED SHINALL NO 5
 EJ1760'1916.
 EJ1760'
 EJ1760'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1758 ***********************************************************************
 EJ1758  DESIGNATION -  SHINALL MOUNTAIN LOT
 EJ1758  PID         -  EJ1758
 EJ1758  STATE/COUNTY-  AR/PULASKI
 EJ1758  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ1758
 EJ1758                         *CURRENT SURVEY CONTROL
 EJ1758  ___________________________________________________________________
 EJ1758* NAD 83(1997)-  34 47 55.00751(N)    092 29 49.05328(W)     ADJUSTED  
 EJ1758* NAVD 88     -                                                        
 EJ1758  ___________________________________________________________________
 EJ1758  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 EJ1758  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EJ1758
 EJ1758  HORZ ORDER  -  THIRD
 EJ1758
 EJ1758.The horizontal coordinates were established by classical geodetic methods
 EJ1758.and adjusted by the National Geodetic Survey in September 1999..
 EJ1758
 EJ1758
 EJ1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1758
 EJ1758.The geoid height was determined by GEOID03.
 EJ1758
 EJ1758;                    North         East     Units Scale Factor Converg.
 EJ1758;SPC AR S     -   636,578.325   354,522.478   MT  1.00000728   -0 16 41.3
 EJ1758;SPC AR S     - 2,088,507.39  1,163,129.16   sFT  1.00000728   -0 16 41.3
 EJ1758;SPC AR N     -    51,734.411   354,521.495   MT  1.00002921   -0 17 21.0
 EJ1758;SPC AR N     -   169,731.98  1,163,125.94   sFT  1.00002921   -0 17 21.0
 EJ1758;UTM  15      - 3,850,825.688   546,015.690   MT  0.99962610   +0 17 13.5
 EJ1758
 EJ1758                          SUPERSEDED SURVEY CONTROL
 EJ1758
 EJ1758  NAD 83(1986)-  34 47 55.01980(N)    092 29 49.04261(W) AD(       ) 4
 EJ1758  NAD 27      -  34 47 54.69106(N)    092 29 48.47236(W) AD(       ) 3
 EJ1758
 EJ1758.Superseded values are not recommended for survey control.
 EJ1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1758.See file dsdata.txt to determine how the superseded data were derived.
 EJ1758
 EJ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4601650826(NAD 83)
 EJ1758_MARKER: 57 = LOOKOUT TOWER
 EJ1758
 EJ1758  HISTORY     - Date     Condition        Report By
 EJ1758  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1758
 EJ1758                          STATION DESCRIPTION
 EJ1758
 EJ1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1758'THE STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT
 EJ1758'IS A 4 LEG STEEL STRUCTURE WITH AN ENCLOSED OBSERVING ROOM
 EJ1758'AT THE TOP.  THE STRUCTURE IS UNPAINTED AND HAS AN OVERALL
 EJ1758'HEIGHT OF ABOUT 100 FEET.
 EJ1758'
 EJ1758'TO REACH THE STATION FROM THE INTERSECTION OF UNIVERSITY
 EJ1758'AVENUE AND 12TH STREET IN THE WEST EDGE OF LITTLE ROCK, GO
 EJ1758'WESTERLY ON 12TH STREET FOR 7.8 MILES TO A D X SERVICE STATION
 EJ1758'ON THE RIGHT, AND A GRAVELED ROAD STRAIGHT AHEAD (DENNY
 EJ1758'ROAD).  GO NORTHWEST ON DENNY ROAD FOR 0.7 MILE TO A SIDE
 EJ1758'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON GORDON ROAD FOR
 EJ1758'2.35 MILES TO A ROAD FORK.  TURN LEFT AND GO WESTERLY UP
 EJ1758'HILL ON PAVED ROAD FOR 0.65 MILE TO THE TOWER ON THE RIGHT.
 EJ1758'
 EJ1758'LOCATED ABOUT 12 MILES NORTHWEST OF LITTLE ROCK, ON THE
 EJ1758'HIGHEST POINT OF SHINALL MOUNTAIN AND OWNED AND OPERATED
 EJ1758'BY THE ARKANSAS FORESTRY COMMISSION.
 EJ1758'
 EJ1758'A TRAVERSE CONNECTIO WAS MADE FROM TRIANGULATION STATION
 EJ1758'SHINALL 1916 AND THE DISTANCE IS 53.0 FEET, 16.15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1756 ***********************************************************************
 EJ1756  DESIGNATION -  SHINALL MTN TV STA KARK KTHV
 EJ1756  PID         -  EJ1756
 EJ1756  STATE/COUNTY-  AR/PULASKI
 EJ1756  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ1756
 EJ1756                         *CURRENT SURVEY CONTROL
 EJ1756  ___________________________________________________________________
 EJ1756* NAD 83(1997)-  34 47 56.85755(N)    092 30 00.03232(W)     ADJUSTED  
 EJ1756* NAVD 88     -                                                        
 EJ1756  ___________________________________________________________________
 EJ1756  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 EJ1756  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EJ1756
 EJ1756  HORZ ORDER  -  THIRD
 EJ1756
 EJ1756.The horizontal coordinates were established by classical geodetic methods
 EJ1756.and adjusted by the National Geodetic Survey in September 1999..
 EJ1756
 EJ1756
 EJ1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1756
 EJ1756.The geoid height was determined by GEOID03.
 EJ1756
 EJ1756;                    North         East     Units Scale Factor Converg.
 EJ1756;SPC AR S     -   636,636.694   354,243.673   MT  1.00000740   -0 16 47.5
 EJ1756;SPC AR S     - 2,088,698.89  1,162,214.45   sFT  1.00000740   -0 16 47.5
 EJ1756;UTM  15      - 3,850,881.283   545,736.429   MT  0.99962578   +0 17 07.3
 EJ1756
 EJ1756                          SUPERSEDED SURVEY CONTROL
 EJ1756
 EJ1756  NAD 83(1986)-  34 47 56.87053(N)    092 30 00.02256(W) AD(       ) 4
 EJ1756  NAD 27      -  34 47 56.54079(N)    092 29 59.44670(W) AD(       ) 3
 EJ1756
 EJ1756.Superseded values are not recommended for survey control.
 EJ1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1756.See file dsdata.txt to determine how the superseded data were derived.
 EJ1756
 EJ1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4573650881(NAD 83)
 EJ1756_MARKER: 43 = RADIO/TV TOWER
 EJ1756
 EJ1756  HISTORY     - Date     Condition        Report By
 EJ1756  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1756
 EJ1756                          STATION DESCRIPTION
 EJ1756
 EJ1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1756'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED AT
 EJ1756'THE SOUTH SIDE OF THE TRANSMITTER BUILDING, 0.25 MILE WEST OF
 EJ1756'THE HIGHEST POINT OF SHINALL MOUNTAIN, ABOUT 12 MILES NORTHWEST
 EJ1756'OF LITTLE ROCK.  THE OVERALL HEIGHT IS 1175 FEET.
 EJ1756'
 EJ1756'TO REACH FROM THE INTERSECTION OF UNIVERSITY AVENUE AND 12TH
 EJ1756'STREET IN THE WEST EDGE OF LITTLE ROCK, GO WESTERLY ON 12TH
 EJ1756'STREET FOR 7.8 MILES TO A SERVICE STATION AND GROCERY STORE
 EJ1756'ON THE RIGHT, AT A POINT WHERE THE SURFACED ROAD TURNS SHARP
 EJ1756'LEFT AND A GRAVELED ROAD STRAIGHT AHEAD.  CONTINUE AHEAD ON THE
 EJ1756'GRAVELED ROAD (DENNY ROAD) FOR 0.7 MILE TO A SIDE ROAD RIGHT.
 EJ1756'TURN RIGHT AND GO NORTH ON GORDON ROAD FOR 2.35 MILES TO A
 EJ1756'Y-FORK.  TAKE THE LEFT FORK AND GO WESTERLY ON A PAVED ROAD FOR
 EJ1756'0.65 MILE TO THE TOP OF THE MOUNTAIN AND THE SHINALL MOUNTAIN
 EJ1756'LOOKOUT TOWER ON THE RIGHT.  CONTINUE AHEAD WEST ON A
 EJ1756'GRAVELED ROAD FOR 0.25 MILE TO END OF THE ROAD AND THE
 EJ1756'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1867 ***********************************************************************
 EJ1867  DESIGNATION -  SHINN
 EJ1867  PID         -  EJ1867
 EJ1867  STATE/COUNTY-  AR/HOT SPRING
 EJ1867  USGS QUAD   -  SOCIAL HILL (1978)
 EJ1867
 EJ1867                         *CURRENT SURVEY CONTROL
 EJ1867  ___________________________________________________________________
 EJ1867* NAD 83(1997)-  34 22 25.80779(N)    092 58 33.69396(W)     ADJUSTED  
 EJ1867* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 EJ1867  ___________________________________________________________________
 EJ1867  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 EJ1867  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EJ1867
 EJ1867  HORZ ORDER  -  FIRST
 EJ1867
 EJ1867.The horizontal coordinates were established by classical geodetic methods
 EJ1867.and adjusted by the National Geodetic Survey in September 1999..
 EJ1867
 EJ1867.The orthometric height was scaled from a topographic map.
 EJ1867
 EJ1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1867
 EJ1867.The geoid height was determined by GEOID03.
 EJ1867
 EJ1867;                    North         East     Units Scale Factor Converg.
 EJ1867;SPC AR S     -   589,775.548   310,234.069   MT  0.99993596   -0 32 46.6
 EJ1867;SPC AR S     - 1,934,955.28  1,017,826.27   sFT  0.99993596   -0 32 46.6
 EJ1867;UTM  15      - 3,803,607.640   502,204.192   MT  0.99960006   +0 00 48.7
 EJ1867
 EJ1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1867!SPC AR S     -   0.99996732  x   0.99993596  =   0.99990328
 EJ1867!UTM  15      -   0.99996732  x   0.99960006  =   0.99956739
 EJ1867
 EJ1867:                Primary Azimuth Mark                     Grid Az
 EJ1867:SPC AR S     -  MAGNET BAROID WATER TANK                 055 12 16.3
 EJ1867:UTM  15      -  MAGNET BAROID WATER TANK                 054 38 41.0
 EJ1867
 EJ1867|---------------------------------------------------------------------|
 EJ1867| PID    Reference Object                     Distance      Geod. Az  |
 EJ1867|                                                           dddmmss.s |
 EJ1867| EJ1853 MAGNET BAROID WATER TANK            APPROX.19.0 KM 0543929.7 |
 EJ1867| EJ1868 SHINN TOWER 5 3 UNIT 5 DIST 6        11.908 METERS 06730     |
 EJ1867| CY6467 SHINN RM 1                           11.632 METERS 06815     |
 EJ1867| EJ1854 MALVERN RADIO STA KBOK MAST         APPROX.13.4 KM 0855203.4 |
 EJ1867| EJ1851 MALVERN INTL SHOE CO WATER TK       APPROX.14.3 KM 0880026.7 |
 EJ1867| EJ1861 MALVERN WEST MUNICIPAL TANK         APPROX.15.2 KM 0933502.9 |
 EJ1867| EJ1858 MALVERN FIRST BAPTIST CHURCH        APPROX.15.3 KM 0952512.0 |
 EJ1867| EJ1864 MALVERN EAST MUNICIPAL TANK         APPROX.16.1 KM 0962813.1 |
 EJ1867| EJ1860 MALVERN A B COOK CO WATER TANK      APPROX.14.0 KM 1002150.9 |
 EJ1867| EJ1856 TWIN OAKS RAD STA KKE 96 NW TR      APPROX.18.7 KM 1280400.1 |
 EJ1867| EJ1841 ROLLA RADIO STA KCY 29 MAST         APPROX.28.2 KM 1311012.3 |
 EJ1867| EJ1848 DONALDSON AM EXCELSIOR TK           APPROX.16.0 KM 1631522.0 |
 EJ1867| CY6466 SHINN AZ MK                                        1632024.6 |
 EJ1867| EJ1960 JACK MOUNTAIN RAD STA KEO 70        APPROX. 6.4 KM 2683609.2 |
 EJ1867| CY6468 SHINN RM 2                           40.157 METERS 34200     |
 EJ1867|---------------------------------------------------------------------|
 EJ1867
 EJ1867                          SUPERSEDED SURVEY CONTROL
 EJ1867
 EJ1867  NAD 83(1986)-  34 22 25.81837(N)    092 58 33.68561(W) AD(       ) 1
 EJ1867  NAD 27      -  34 22 25.49458(N)    092 58 33.05757(W) AD(       ) 1
 EJ1867
 EJ1867.Superseded values are not recommended for survey control.
 EJ1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1867.See file dsdata.txt to determine how the superseded data were derived.
 EJ1867
 EJ1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0220403608(NAD 83)
 EJ1867_MARKER: DS = TRIANGULATION STATION DISK
 EJ1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1867
 EJ1867  HISTORY     - Date     Condition        Report By
 EJ1867  HISTORY     - 1941     MONUMENTED       CGS
 EJ1867  HISTORY     - 1964     GOOD             CGS
 EJ1867
 EJ1867                          STATION DESCRIPTION
 EJ1867
 EJ1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1867'STATION IS 10 MILES, AIR LINE, SSE OF HOT SPRINGS, 9-1/2 MILES,
 EJ1867'AIR LINE, W OF MALVERN, AND 1-1/4 MILES S OF THE GARLAND-HOT
 EJ1867'SPRING COUNTY LINE, ON THE SUMMIT OF A KNOB, NOT THE HIGHEST
 EJ1867'POINT IN THE VICINITY, OF SHINN MOUNTAIN, IN THE NW 1/4 OF
 EJ1867'SECTION 19, T 4 S, R 18 W.
 EJ1867'
 EJ1867'STATION MARK IS 24 FEET W OF SW LEG OF LOOKOUT TOWER, 60 FEET SE
 EJ1867'OF SE CORNER OF THE LOOKOUTS HOUSE, IS STAMPED SHINN 1940 AND
 EJ1867'PROJECTS 6 INCHES.
 EJ1867'
 EJ1867'SURFACE, UNDERGROUND, REFERENCE MARK NO.2 AND AZIMUTH MARKS ARE
 EJ1867'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1867'
 EJ1867'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN THE
 EJ1867'CONCRETE FOUNDATION FOR THE LOOKOUT TOWER STEPS, NEAR THE CENTER
 EJ1867'OF THE BASE OF THE TOWER, AND IS STAMPED SHINN NO.1, 1940.
 EJ1867'
 EJ1867'REFERENCE MARK NO.2 IS 3 FEET N OF THE NE CORNER OF THE GARAGE,
 EJ1867'ABOUT 1-1/2 FEET LOWER THAN THE STATION.  IT IS STAMPED SHINN
 EJ1867'NO.2, 1940 AND PROJECTS 6 INCHES.
 EJ1867'
 EJ1867'AZIMUTH MARK IS 0.6 MILE SSE OF THE STATION, 0.1 MILE W OF A
 EJ1867'SCHOOLHOUSE, 10 FEET N OF THE CENTER LINE OF DIRT ROAD, 1 FOOT
 EJ1867'S OF THE RIGHT-OF-WAY FENCE, 10 FEET W OF A PINE TREE.  IT IS
 EJ1867'STAMPED SHINN 1940 AND PROJECTS 6 INCHES.
 EJ1867'
 EJ1867'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 EJ1867'AND 84 AT BISMARK, GO E ON STATE HIGHWAY 84 FOR 7.6 MILES AND
 EJ1867'TAKE LEFT FORK NORTHERLY JUST AFTER CROSSING A STEEL TRUSS
 EJ1867'BRIDGE, GO 2.0 MILES AND TURN RIGHT ALONG ROAD WITH SINGLE
 EJ1867'TELEPHONE LINE, JUST AFTER PASSING A WHITE HOUSE AND STONE FENCE
 EJ1867'ON THE LEFT, GO 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT SIDE
 EJ1867'OF THE ROAD, CONTINUE 0.5 MILE PASSING A SCHOOLHOUSE AND TAKE
 EJ1867'LEFT FORK UPHILL, GO 0.8 MILE TO LOOKOUT TOWER AND STATION.
 EJ1867'
 EJ1867'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 EJ1867
 EJ1867                          STATION RECOVERY (1964)
 EJ1867
 EJ1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1867'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EJ1867'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 EJ1867'ALL MARKS CHECKED.
 EJ1867'
 EJ1867'A NEW DESCRIPTION FOLLOWS-
 EJ1867'
 EJ1867'THE STATION IS LOCATED ON THE TOP OF SHINN MOUNTAIN, AT THE
 EJ1867'SITE OF THE STATE FOREST COMMISSION OBSERVATION TOWER, ABOUT 10
 EJ1867'MILES SOUTH-SOUTHEAST OF HOT SPRINGS, ABOUT 9-1/2 MILES WEST OF
 EJ1867'MALVERN, ABOUT 1-1/4 MILES SOUTH OF THE GARLAND-HOT SPRING
 EJ1867'COUNTY LINE, IN THE NORTHWEST 1/4 OF SEC. 19, T. 4 S., R. 18 W.
 EJ1867'IT IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 EJ1867'HOUSE, 36 FEET SOUTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT
 EJ1867'TOWER, 27 FEET WEST-SOUTHWEST OF THE SOUTHWEST LEG OF THE
 EJ1867'LOOKOUT TOWER, 27 FEET SOUTH OF A 12 INCH OAK TREE, AND 31
 EJ1867'FEET NORTH OF A 12 INCH OAK TREE.  THE MONUMENT PROJECTS 5
 EJ1867'INCHES AND THE DISK IS STAMPED SHINN 1940.
 EJ1867'
 EJ1867'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 270 AND 67 AT THE
 EJ1867'INTERSECTION OF MAIN AND PAGE STREETS IN MALVERN, GO NORTHERLY
 EJ1867'ON U.S. HIGHWAY 270 FOR 2.3 MILES TO A SIDE ROAD LEFT.  TURN
 EJ1867'LEFT AND GO WEST ON STATE HIGHWAYS 84 AND 171 FOR 0.85 MILE TO A
 EJ1867'Y-FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON STATE HIGHWAY 84
 EJ1867'FOR 4.4 MILES TO A SIDE ROAD RIGHT, JUST AFTER PASSING A SMALL
 EJ1867'SERVICE STATION AND GROCERY STORE ON THE RIGHT.  TURN RIGHT AND
 EJ1867'GO NORTHWEST ON A SURFACED ROAD FOR 0.25 MILE TO A Y-FORK.
 EJ1867'TAKE THE LEFT FORK AND CONTINUE NORTHWEST ON THE SURFACED
 EJ1867'ROAD FOR 0.6 MILE TO A Y-FORK AT THE END OF THE SURFACED
 EJ1867'ROAD.  TAKE THE LEFT FORK AND GO NORTHWEST ON A GRAVELED ROAD
 EJ1867'FOR 0.35 MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD NORTHWEST
 EJ1867'AND WEST ON THE GRAVELED ROAD FOR 3.1 MILES TO A SIDE ROAD
 EJ1867'RIGHT AND A SIGN ON THE RIGHT WITH THE LEGEND FIRE TOWER.  *TURN
 EJ1867'RIGHT AND GO NORTH AND WEST ON A GRAVELED ROAD FOR 0.9 MILE TO
 EJ1867'THE LOOKOUT TOWER AND THE STATION AT THE TOP OF THE
 EJ1867'MOUNTAIN.
 EJ1867'
 EJ1867'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHWEST ON
 EJ1867'THE GRAVELED ROAD FOR 0.4 MILE TO A FRAME SCHOOL BUILDING ON
 EJ1867'THE RIGHT.  CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 0.1
 EJ1867'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EJ1867'
 EJ1867'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SHINN NO 1 1940,
 EJ1867'CEMENTED IN A DRILLED HOLE IN THE SOUTHWEST CORNER OF THE
 EJ1867'CONCRETE FOOTING OF THE STEPS TO THE LOOKOUT TOWER.
 EJ1867'
 EJ1867'REFERENCE MARK 2 IS 44 FEET NORTH-NORTHWEST OF THE NORTHEAST
 EJ1867'CORNER OF THE FRAME HOUSE, 31 FEET WEST OF A 10 INCH OAK TREE,
 EJ1867'AND 3 FEET NORTH OF THE NORTHEAST CORNER OF A GARAGE.  THE
 EJ1867'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED SHINN NO
 EJ1867'2 1940.
 EJ1867'
 EJ1867'THE AZIMUTH MARK IS 49 FEET WEST OF A TELEPHONE POLE, 18 FEET
 EJ1867'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, AND 5 FEET SOUTH OF A
 EJ1867'WITNESS POST AND A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 EJ1867'AND THE DISK IS STAMPED SHINN 1940.
 EJ1867'
 EJ1867'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1868 ***********************************************************************
 EJ1868  DESIGNATION -  SHINN TOWER 5 3 UNIT 5 DIST 6
 EJ1868  PID         -  EJ1868
 EJ1868  STATE/COUNTY-  AR/HOT SPRING
 EJ1868  USGS QUAD   -  SOCIAL HILL (1978)
 EJ1868
 EJ1868                         *CURRENT SURVEY CONTROL
 EJ1868  ___________________________________________________________________
 EJ1868* NAD 83(1997)-  34 22 25.95570(N)    092 58 33.26338(W)     ADJUSTED  
 EJ1868* NAVD 88     -                                                        
 EJ1868  ___________________________________________________________________
 EJ1868  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 EJ1868  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EJ1868
 EJ1868  HORZ ORDER  -  THIRD
 EJ1868
 EJ1868.The horizontal coordinates were established by classical geodetic methods
 EJ1868.and adjusted by the National Geodetic Survey in September 1999..
 EJ1868
 EJ1868
 EJ1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1868
 EJ1868.The geoid height was determined by GEOID03.
 EJ1868
 EJ1868;                    North         East     Units Scale Factor Converg.
 EJ1868;SPC AR S     -   589,780.000   310,245.113   MT  0.99993596   -0 32 46.3
 EJ1868;SPC AR S     - 1,934,969.88  1,017,862.51   sFT  0.99993596   -0 32 46.3
 EJ1868;UTM  15      - 3,803,612.199   502,215.188   MT  0.99960006   +0 00 49.0
 EJ1868
 EJ1868                          SUPERSEDED SURVEY CONTROL
 EJ1868
 EJ1868  NAD 83(1986)-  34 22 25.96655(N)    092 58 33.25518(W) AD(       ) 4
 EJ1868  NAD 27      -  34 22 25.64250(N)    092 58 32.62693(W) AD(       ) 3
 EJ1868
 EJ1868.Superseded values are not recommended for survey control.
 EJ1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1868.See file dsdata.txt to determine how the superseded data were derived.
 EJ1868
 EJ1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0221503612(NAD 83)
 EJ1868_MARKER: 55 = TOWER
 EJ1868
 EJ1868  HISTORY     - Date     Condition        Report By
 EJ1868  HISTORY     - 1941     FIRST OBSERVED   CGS
 EJ1868  HISTORY     - 1964     GOOD             CGS
 EJ1868
 EJ1868                          STATION DESCRIPTION
 EJ1868
 EJ1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 EJ1868'STATION IS 10 MILES, AIR LINE, SSE OF HOT SPRINGS, 9-1/2 MILES,
 EJ1868'AIR LINE, W OF MALVERN, AND 1-1/4 MILES S OF THE GARLAND-HOT
 EJ1868'SPRING COUNTY LINE, ON THE SUMMIT OF A WOODED KNOB (NOT THE
 EJ1868'HIGHEST POINT IN THE VICINITY), OF SHINN MOUNTAIN, IN THE NW
 EJ1868'1/4 OF SECTION 19, T 4 S, R 18 W.  IT IS 11.905 METERS WSW OF
 EJ1868'STATION SHINN.
 EJ1868'
 EJ1868'THE TOWER IS OF ALL-STEEL TRUSSWORK CONSTRUCTION WITH A PEAKED,
 EJ1868'ROOFED LOOKOUT HOUSE AT THE TOP, HEIGHT OF THE ENTIRE STRUCTURE,
 EJ1868'80 FEET.
 EJ1868'
 EJ1868'OBJECT SIGHTED ON- CENTER OF TOWER AT THE BASE.
 EJ1868
 EJ1868                          STATION RECOVERY (1964)
 EJ1868
 EJ1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1868'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TRAVERSE
 EJ1868'CONNECTION TO TRIANGULATION STATION SHINN 1941, CHECKED.
 EJ1868'THE DESCRIPTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1671 ***********************************************************************
 FG1671  DESIGNATION -  SHIRLEY
 FG1671  PID         -  FG1671
 FG1671  STATE/COUNTY-  AR/VAN BUREN
 FG1671  USGS QUAD   -  SHIRLEY (1981)
 FG1671
 FG1671                         *CURRENT SURVEY CONTROL
 FG1671  ___________________________________________________________________
 FG1671* NAD 83(1997)-  35 40 23.50599(N)    092 20 48.87588(W)     ADJUSTED  
 FG1671* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 FG1671  ___________________________________________________________________
 FG1671  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 FG1671  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FG1671
 FG1671  HORZ ORDER  -  THIRD
 FG1671
 FG1671.The horizontal coordinates were established by classical geodetic methods
 FG1671.and adjusted by the National Geodetic Survey in September 1999..
 FG1671
 FG1671.The orthometric height was scaled from a topographic map.
 FG1671
 FG1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1671
 FG1671.The geoid height was determined by GEOID03.
 FG1671
 FG1671;                    North         East     Units Scale Factor Converg.
 FG1671;SPC AR N     -   148,701.987   368,594.817   MT  0.99993714   -0 12 06.7
 FG1671;SPC AR N     -   487,866.44  1,209,298.16   sFT  0.99993714   -0 12 06.7
 FG1671;UTM  15      - 3,947,898.555   559,103.758   MT  0.99964305   +0 22 51.1
 FG1671
 FG1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1671!SPC AR N     -   0.99995881  x   0.99993714  =   0.99989596
 FG1671!UTM  15      -   0.99995881  x   0.99964305  =   0.99960188
 FG1671
 FG1671|---------------------------------------------------------------------|
 FG1671| PID    Reference Object                     Distance      Geod. Az  |
 FG1671|                                                           dddmmss.s |
 FG1671| CI2321 SHIRLEY RM 1                         10.610 METERS 17917     |
 FG1671| CI2322 SHIRLEY RM 2                          9.299 METERS 34927     |
 FG1671|---------------------------------------------------------------------|
 FG1671
 FG1671                          SUPERSEDED SURVEY CONTROL
 FG1671
 FG1671  NAD 83(1986)-  35 40 23.51819(N)    092 20 48.87401(W) AD(       ) 3
 FG1671  NAD 27      -  35 40 23.24300(N)    092 20 48.29900(W) AD(       ) 3
 FG1671
 FG1671.Superseded values are not recommended for survey control.
 FG1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1671.See file dsdata.txt to determine how the superseded data were derived.
 FG1671
 FG1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5910447899(NAD 83)
 FG1671_MARKER: DS = TRIANGULATION STATION DISK
 FG1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1671
 FG1671  HISTORY     - Date     Condition        Report By
 FG1671  HISTORY     - 1954     MONUMENTED       CGS
 FG1671  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1671  HISTORY     - 19720501 MARK NOT FOUND   USGS
 FG1671
 FG1671                          STATION DESCRIPTION
 FG1671
 FG1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1671'THE STATION IS ABOUT 1-1/2 MILES WEST AND 1/2 MILE NORTH
 FG1671'OF SHIRLEY AND ALONG THE RIGHT-OF-WAY OF STATE HIGHWAY 110.
 FG1671'IT IS IN SEC. 23, T.12N, R.13W.  IT IS 45 FEET NORTHEAST
 FG1671'OF A POWER LINE POLE WITH TRIANGLE BLAZE, 27 FEET WEST OF
 FG1671'CENTER OF THE ROAD AND 5 FEET NORTH OF A 4 BY 4 INCH WHITE
 FG1671'WITNESS POST.
 FG1671'
 FG1671'TO REACH FROM THE W.C. FIELDS STORE AT THE JUNCTION OF STATE
 FG1671'HIGHWAYS 9 AND 16 ABOUT 0.55 MILE SOUTH OF SHIRLEY, GO SOUTHWEST
 FG1671'ON STATE HIGHWAYS 9 AND 16 FOR 0.5 MILE TO JUNCTION WITH
 FG1671'STATE HIGHWAY 110, TURN RIGHT AND FOLLOW STATE HIGHWAY 110
 FG1671'WEST AND NORTH FOR 2.3 MILES TO THE STATION.
 FG1671'
 FG1671'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1671'STAMPED SHIRLEY 1954.
 FG1671'
 FG1671'REFERENCE MARK 1 IS SET 39 FEET EAST OF POWER LINE POLE
 FG1671'WITH TRIANGLE BLAZE, 27 FEET WEST OF CENTER OF ROAD, 3 FEET
 FG1671'EAST OF A SMALL PINE TREE.  THE MARK PROJECTS ABOUT 2 INCHES
 FG1671'AND THE DISK IS STAMPED SHIRLEY NO.1 1954.
 FG1671'
 FG1671'REFERENCE MARK 2 IS SET 63 FEET NORTHEAST OF POWER LINE
 FG1671'POLE WITH TRIANGLE BLAZE, 47 FEET WEST OF THE CENTER OF
 FG1671'THE ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 FG1671'IS STAMPED SHIRLEY NO 2 1954.
 FG1671'
 FG1671'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 FG1671'
 FG1671'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FG1671
 FG1671                          STATION RECOVERY (1972)
 FG1671
 FG1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1671'REFERENCE MARK 1 WAS FOUND LYING ON TOP OF THE GROUND AND IN A
 FG1671'FENCE LINE.  THE STATION MARKS AND REFERENCE MARK 2 COULD NOT BE
 FG1671'FOUND AND IT IS BELIEVED THIS STATION WAS DESTROYED WHEN THE NEW
 FG1671'HIGHWAY WAS BUILT AS THE MEASUREMENTS SHOWN THE STATION TO FALL
 FG1671'IN THE ROAD DITCH.
 FG1671'
 FG1671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST
 FG1671'AND 1/2 MILE NORTH OF SHIRLEY.
 FG1671
 FG1671                          STATION RECOVERY (1972)
 FG1671
 FG1671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 FG1671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0036 ***********************************************************************
 FF0036  DESIGNATION -  SHONYO
 FF0036  PID         -  FF0036
 FF0036  STATE/COUNTY-  AR/MISSISSIPPI
 FF0036  USGS QUAD   -  DELL (1983)
 FF0036
 FF0036                         *CURRENT SURVEY CONTROL
 FF0036  ___________________________________________________________________
 FF0036* NAD 83(1997)-  35 50 51.58036(N)    090 04 23.88194(W)     ADJUSTED  
 FF0036* NAVD 88     -        73.106  (meters)     239.85   (feet)  ADJUSTED  
 FF0036  ___________________________________________________________________
 FF0036  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 FF0036  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FF0036  DYNAMIC HT  -          73.045 (meters)     239.65  (feet)  COMP
 FF0036  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FF0036
 FF0036  HORZ ORDER  -  SECOND
 FF0036  VERT ORDER  -  FIRST     CLASS II
 FF0036
 FF0036.The horizontal coordinates were established by classical geodetic methods
 FF0036.and adjusted by the National Geodetic Survey in September 1999..
 FF0036
 FF0036.The orthometric height was determined by differential leveling
 FF0036.and adjusted by the National Geodetic Survey in June 1991..
 FF0036
 FF0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0036
 FF0036.The geoid height was determined by GEOID03.
 FF0036
 FF0036.The dynamic height is computed by dividing the NAVD 88
 FF0036.geopotential number by the normal gravity value computed on the
 FF0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0036.degrees latitude (g = 980.6199 gals.).
 FF0036
 FF0036.The modeled gravity was interpolated from observed gravity values.
 FF0036
 FF0036;                    North         East     Units Scale Factor Converg.
 FF0036;SPC AR N     -   169,705.970   574,031.394   MT  0.99994647   +1 07 16.1
 FF0036;SPC AR N     -   556,777.00  1,883,301.33   sFT  0.99994647   +1 07 16.1
 FF0036;UTM  15      - 3,971,007.554   764,319.241   MT  1.00046098   +1 42 53.9
 FF0036;UTM  16      - 3,971,414.036   222,436.842   MT  1.00054944   -1 48 03.5
 FF0036
 FF0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0036!SPC AR N     -   0.99999291  x   0.99994647  =   0.99993938
 FF0036!UTM  15      -   0.99999291  x   1.00046098  =   1.00045388
 FF0036!UTM  16      -   0.99999291  x   1.00054944  =   1.00054234
 FF0036
 FF0036|---------------------------------------------------------------------|
 FF0036| PID    Reference Object                     Distance      Geod. Az  |
 FF0036|                                                           dddmmss.s |
 FF0036| FF0037 SHONYO RM 1                          27.147 METERS 05631     |
 FF0036| FF1894 DELL COMPRESS CO WATER TANK         APPROX. 3.6 KM 0673910.4 |
 FF0036| FF1893 DELL STEVENS COTTON GIN CO TK       APPROX. 1.0 KM 0953441.7 |
 FF0036| FF0039 SHONYO AZ MK                                       1894654.3 |
 FF0036| FF0040 SHONYO AZ MK RESET                                 1934604.8 |
 FF0036| FF0038 SHONYO RM 2                          27.606 METERS 19948     |
 FF0036| FF1898 MANILA MUNICIPAL TANK               APPROX. 9.2 KM 2922408.2 |
 FF0036|---------------------------------------------------------------------|
 FF0036
 FF0036                          SUPERSEDED SURVEY CONTROL
 FF0036
 FF0036  NAD 83(1997)-  35 50 51.58371(N)    090 04 23.88373(W) AD(       ) 2
 FF0036  NAD 83(1986)-  35 50 51.59231(N)    090 04 23.88148(W) AD(       ) 2
 FF0036  NAD 27      -  35 50 51.32460(N)    090 04 23.55260(W) AD(       ) 2
 FF0036  NGVD 29 (??/??/??)   73.083  (m)          239.77   (f) ADJUSTED    1 2
 FF0036
 FF0036.Superseded values are not recommended for survey control.
 FF0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0036.See file dsdata.txt to determine how the superseded data were derived.
 FF0036
 FF0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6431971008(NAD 83)
 FF0036_MARKER: DS = TRIANGULATION STATION DISK
 FF0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0036_STAMPING: SHONYO 1954
 FF0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0036+STABILITY: SURFACE MOTION
 FF0036
 FF0036  HISTORY     - Date     Condition        Report By
 FF0036  HISTORY     - 1955     MONUMENTED       CGS
 FF0036  HISTORY     - 1956     GOOD             CGS
 FF0036  HISTORY     - 1965     GOOD             CGS
 FF0036  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0036  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0036
 FF0036                          STATION DESCRIPTION
 FF0036
 FF0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF0036'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF SHONYO, IN
 FF0036'SECTION 7, R 9 E, T 14 N, ABOUT 6 MILES EAST-SOUTHEAST OF
 FF0036'MANILA, 2 MILES WEST-SOUTHWEST OF DELL, 0.1 MILE NORTH OF
 FF0036'STATE HIGHWAY 18, 115 FEET EAST OF THE NORTHEAST CORNER OF
 FF0036'A FARM HOUSE, 17 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 FF0036'TOOL SHED, 15 FEET NORTH OF A GAS PUMP AND ON LAND OWNED BY
 FF0036'MRS. O SHONYO, WHO LIVES AT 505 W. MAIN ST., BLYTHEVILLE, ARK.
 FF0036'
 FF0036'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MANILA, GO
 FF0036'SOUTH, EAST AND SOUTHEAST ON STATE HIGHWAY 18 FOR 4.85 MILES
 FF0036'TO THE ROSELAND GIN CO. ON THE RIGHT, CONTINUE EAST ON
 FF0036'STATE HIGHWAY 18 FOR 1.6 MILES TO TO THE JUNCTION OF STATE
 FF0036'HIGHWAY 181, TURN LEFT (NORTH) CROSS THE RAILROAD TRACK, TURN
 FF0036'RIGHT AND GO EAST ON THE NORTH SIDE OF THE TRACK FOR 0.05
 FF0036'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 FF0036'
 FF0036'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 18
 FF0036'AND 181, GO SOUTH ON STATE HIGHWAY 181 FOR 0.2 MILE TO THE
 FF0036'OLD SCHOOL HOUSE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED
 FF0036'BELOW.
 FF0036'
 FF0036'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 FF0036'THE DISK IS STAMPED SHONYO 1954.
 FF0036'
 FF0036'REFERENCE MARK 1 IS 1.5 FEET SOUTH OF THE SOUTH WALL OF A
 FF0036'CYLINDRICAL CORN BIN.  THE MARK PROJECT 2 INCHES AND THE DISK
 FF0036'IS STAMPED SHONYO NO 1 1954.
 FF0036'
 FF0036'REFERENCE MARK 2 IS 27 FEET NORTH OF THE CENTER OF A DRIVEWAY
 FF0036'AND 18 FEET EAST OF AN 18-INCH TREE.  THE MARK IS FLUSH WITH THE
 FF0036'SURFACE OF THE GROUND AND THE DISK IS STAMPED SHONYO NO 2 1954.
 FF0036'
 FF0036'THE AZIMUTH MARK IS 60 FEET EAST OF THE NORTHEAST CORNER
 FF0036'OF AN UNUSED FRAME SCHOOL HOUSE, 57 FEET SOUTH OF THE CENTER
 FF0036'OF A FARM ROAD, 30 FEET WEST OF THE CENTER OF STATE HIGHWAY
 FF0036'181, 24 FEET SOUTH-SOUTHEAST OF A 36-INCH OAK TREE AND 6
 FF0036'FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 FF0036'PROJECTS 6 INCHES AND THE DISK IS STAMPED SHONYO 1954.
 FF0036'
 FF0036'THIS STATION WAS BUILT IN 1954, AND WAS OCCUPIED IN 1955.
 FF0036'
 FF0036'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF0036
 FF0036                          STATION RECOVERY (1956)
 FF0036
 FF0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0036'2 MI SW FROM DELL.
 FF0036'ABOUT 1.95 MILES SOUTHWEST AND WEST ALONG THE ST. LOUIS-SAN
 FF0036'FRANCISCO RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL,
 FF0036'ABOUT 78 YARDS EAST OF CENTER LINE OF STATE HIGHWAY 181 LEADING
 FF0036'NORTH, 161 FEET NORTH OF NORTH RAIL, 142 1/2 FEET NORTH-NORTHWEST
 FF0036'OF TELEPHONE POLE NO. 430, 17 FEET NORTH-NORTHWEST OF NORTHWEST
 FF0036'CORNER OF BASE OF A GASOLINE PUMP AT A FARM, 120 FEET EAST OF
 FF0036'NORTHEAST CORNER OF FARM HOUSE, 90.6 FEET NORTH-NORTHEAST OF RM
 FF0036'NO. 2, 89.1 FEET WEST-SOUTHWEST OF RM NO. 1 ABOUT 2 FEET BELOW
 FF0036'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 FF0036'WITH GROUND.
 FF0036'1978 REPORT--THERE HAS BEEN A NEW DRIVEWAY MADE OVER WHERE
 FF0036'THE TRI. STA MEASURED OUT TO BE.
 FF0036
 FF0036                          STATION RECOVERY (1965)
 FF0036
 FF0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 FF0036'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 FF0036'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FF0036'THE 1955 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.  THE
 FF0036'DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 FF0036'
 FF0036'IN THE NEAR FUTURE THE ROAD THE AZIMUTH MARK WAS ON, IS BEING
 FF0036'WIDENED AND THE ARKANSAS HIGHWAY DEPARTMENT REQUESTED FOR THE
 FF0036'AZIMUTH MARK TO BE MOVED.  THE AZIMUTH MARK WAS MOVED ABOUT
 FF0036'130 FEET WEST OF THE ORIGINAL POSITION.
 FF0036'
 FF0036'FOLLOWING IS A DESCRIPTION AND A TO REACH FOR THE AZIMUTH MARK.
 FF0036'
 FF0036'AZIMUTH MARK, A STANDARD DISK STAMPED SHONYO 1955 RESET 1965,
 FF0036'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FF0036'SURFACE OF THE GROUND.  IT IS 130 FEET WEST OF THE CENTER OF STATE
 FF0036'HIGHWAY 181, 32 FEET SOUTH OF THE CENTER OF A FARM ROAD, 2
 FF0036'FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, AND 2 FEET EAST
 FF0036'OF A METAL WITNESS POST NAILED ON THE EAST SIDE OF THE HOUSE.
 FF0036'
 FF0036'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 FF0036'181 WHICH IS SOUTHWEST OF THE STATION, GO SOUTH ON STATE
 FF0036'HIGHWAY 181 FOR 0.2 MILE TO AN OLD SCHOOL HOUSE AND A FARM
 FF0036'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE FARM ROAD
 FF0036'FOR 130 FEET TO THE HOUSE AND THE AZIMUTH MARK ON THE LEFT.
 FF0036
 FF0036                          STATION RECOVERY (1978)
 FF0036
 FF0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0036'MARK NOT FOUND.
 FF0036
 FF0036                          STATION RECOVERY (1978)
 FF0036
 FF0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0036'THERE HAS BEEN A NEW DRIVEWAY MADE OVER WHERE THE TRI. STA MEASURED
 FF0036'OUT TO BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0039 ***********************************************************************
 FF0039  DESIGNATION -  SHONYO AZ MK
 FF0039  PID         -  FF0039
 FF0039  STATE/COUNTY-  AR/MISSISSIPPI
 FF0039  USGS QUAD   -  DELL (1983)
 FF0039
 FF0039                         *CURRENT SURVEY CONTROL
 FF0039  ___________________________________________________________________
 FF0039* NAD 83(1986)-  35 50 34.     (N)    090 04 25.     (W)     SCALED    
 FF0039* NAVD 88     -        72.940  (meters)     239.30   (feet)  ADJUSTED  
 FF0039  ___________________________________________________________________
 FF0039  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FF0039  DYNAMIC HT  -          72.879 (meters)     239.10  (feet)  COMP
 FF0039  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FF0039
 FF0039  VERT ORDER  -  FIRST     CLASS II
 FF0039
 FF0039.The horizontal coordinates were scaled from a topographic map and have
 FF0039.an estimated accuracy of +/- 6 seconds.
 FF0039
 FF0039.The orthometric height was determined by differential leveling
 FF0039.and adjusted by the National Geodetic Survey in June 1991..
 FF0039
 FF0039.The geoid height was determined by GEOID03.
 FF0039
 FF0039.The dynamic height is computed by dividing the NAVD 88
 FF0039.geopotential number by the normal gravity value computed on the
 FF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0039.degrees latitude (g = 980.6199 gals.).
 FF0039
 FF0039.The modeled gravity was interpolated from observed gravity values.
 FF0039
 FF0039;                    North         East    Units  Estimated Accuracy
 FF0039;SPC AR N     -   169,160.      574,010.      MT  (+/- 180 meters Scaled)
 FF0039
 FF0039                          SUPERSEDED SURVEY CONTROL
 FF0039
 FF0039  NGVD 29 (??/??/??)   72.917  (m)          239.23   (f) ADJUSTED    1 2
 FF0039
 FF0039.Superseded values are not recommended for survey control.
 FF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0039.See file dsdata.txt to determine how the superseded data were derived.
 FF0039
 FF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV643704(NAD 83)
 FF0039_MARKER: DZ = AZIMUTH MARK DISK
 FF0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0039_STAMPING: SHONYO 1954
 FF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0039+STABILITY: SURFACE MOTION
 FF0039
 FF0039  HISTORY     - Date     Condition        Report By
 FF0039  HISTORY     - 1954     MONUMENTED       CGS
 FF0039  HISTORY     - 1956     GOOD             CGS
 FF0039
 FF0039                          STATION DESCRIPTION
 FF0039
 FF0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0039'2.2 MI SW FROM DELL.
 FF0039'ABOUT 2.0 MILES SOUTHWEST AND WEST ALONG THE ST. LOUIS-SAN
 FF0039'FRANCISCO RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL,
 FF0039'THENCE ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 181 (GRAVEL
 FF0039'ROAD), 30 FEET WEST OF CENTER LINE OF HIGHWAY, 58 FEET SOUTH OF
 FF0039'CENTER LINE OF A DRIVE WEST, 58 FEET EAST-NORTHEAST OF NORTHEAST
 FF0039'CORNER OF NORTH WING OF ABANDONED SHADY OAK SCHOOL BUILDING, 66
 FF0039'FEET SOUTHWEST AND ACROSS HIGHWAY FROM A POWER POLE WITH A BRANCH
 FF0039'LINE WEST, 5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0039'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0039'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0040 ***********************************************************************
 FF0040  DESIGNATION -  SHONYO AZ MK RESET
 FF0040  PID         -  FF0040
 FF0040  STATE/COUNTY-  AR/MISSISSIPPI
 FF0040  USGS QUAD   -  DELL (1983)
 FF0040
 FF0040                         *CURRENT SURVEY CONTROL
 FF0040  ___________________________________________________________________
 FF0040* NAD 83(1986)-  35 50 34.     (N)    090 04 25.     (W)     SCALED    
 FF0040* NAVD 88     -        72.76   (meters)     238.7    (feet)  RESET     
 FF0040  ___________________________________________________________________
 FF0040  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FF0040
 FF0040  VERT ORDER  -  THIRD
 FF0040
 FF0040.The horizontal coordinates were scaled from a topographic map and have
 FF0040.an estimated accuracy of +/- 6 seconds.
 FF0040
 FF0040.The orthometric height was computed from unverified reset data.
 FF0040.No vertical observational check was made to the station.
 FF0040
 FF0040.The geoid height was determined by GEOID03.
 FF0040
 FF0040;                    North         East    Units  Estimated Accuracy
 FF0040;SPC AR N     -   169,160.      574,010.      MT  (+/- 180 meters Scaled)
 FF0040
 FF0040                          SUPERSEDED SURVEY CONTROL
 FF0040
 FF0040  NGVD 29 (??/??/??)   72.75   (m)          238.7    (f) RESET       3  
 FF0040
 FF0040.Superseded values are not recommended for survey control.
 FF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0040.See file dsdata.txt to determine how the superseded data were derived.
 FF0040
 FF0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV643704(NAD 83)
 FF0040_MARKER: DZ = AZIMUTH MARK DISK
 FF0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0040_STAMPING: SHONYO 1955 RESET 1965
 FF0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0040+STABILITY: SURFACE MOTION
 FF0040
 FF0040  HISTORY     - Date     Condition        Report By
 FF0040  HISTORY     - 1965     MONUMENTED       CGS
 FF0040  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0040  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0040
 FF0040                          STATION DESCRIPTION
 FF0040
 FF0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FF0040'2.2 MI SW FROM DELL.
 FF0040'2.2 MILES SOUTHWEST OF DELL AND WEST ALONG ST. LOUIS-SAN FRANCISCO
 FF0040'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 18 IN DELL, MISSISSIPPI
 FF0040'COUNTY, THEN 0.2 MILE SOUTH ALONG STATE HIGHWAY 181, NEAR THE
 FF0040'ABANDONED SHADY OAK SCHOOL, 130 FEET WEST OF THE CENTER OF STATE
 FF0040'HIGHWAY 181, 32 FEET SOUTH OF THE CENTER OF A FARM ROAD, 2 FEET
 FF0040'EAST OF THE NORTHEAST CORNER OF A HOUSE, AND 2 FEET EAST OF A
 FF0040'METAL WITNESS POST NAILED ON THE EAST SIDE OF THE HOUSE, SET IN
 FF0040'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FF0040'SURFACE OF THE GROUND.
 FF0040
 FF0040                          STATION RECOVERY (1978)
 FF0040
 FF0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0040'MARK NOT FOUND.
 FF0040
 FF0040                          STATION RECOVERY (1978)
 FF0040
 FF0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0037 ***********************************************************************
 FF0037  DESIGNATION -  SHONYO RM 1
 FF0037  PID         -  FF0037
 FF0037  STATE/COUNTY-  AR/MISSISSIPPI
 FF0037  USGS QUAD   -  DELL (1983)
 FF0037
 FF0037                         *CURRENT SURVEY CONTROL
 FF0037  ___________________________________________________________________
 FF0037* NAD 83(1986)-  35 50 51.     (N)    090 04 23.     (W)     SCALED    
 FF0037* NAVD 88     -        73.219  (meters)     240.22   (feet)  ADJUSTED  
 FF0037  ___________________________________________________________________
 FF0037  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FF0037  DYNAMIC HT  -          73.157 (meters)     240.02  (feet)  COMP
 FF0037  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FF0037
 FF0037  VERT ORDER  -  FIRST     CLASS II
 FF0037
 FF0037.The horizontal coordinates were scaled from a topographic map and have
 FF0037.an estimated accuracy of +/- 6 seconds.
 FF0037
 FF0037.The orthometric height was determined by differential leveling
 FF0037.and adjusted by the National Geodetic Survey in June 1991..
 FF0037
 FF0037.The geoid height was determined by GEOID03.
 FF0037
 FF0037.The dynamic height is computed by dividing the NAVD 88
 FF0037.geopotential number by the normal gravity value computed on the
 FF0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0037.degrees latitude (g = 980.6199 gals.).
 FF0037
 FF0037.The modeled gravity was interpolated from observed gravity values.
 FF0037
 FF0037;                    North         East    Units  Estimated Accuracy
 FF0037;SPC AR N     -   169,690.      574,050.      MT  (+/- 180 meters Scaled)
 FF0037
 FF0037                          SUPERSEDED SURVEY CONTROL
 FF0037
 FF0037  NGVD 29 (??/??/??)   73.196  (m)          240.14   (f) ADJUSTED    1 2
 FF0037
 FF0037.Superseded values are not recommended for survey control.
 FF0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0037.See file dsdata.txt to determine how the superseded data were derived.
 FF0037
 FF0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV643709(NAD 83)
 FF0037_MARKER: DR = REFERENCE MARK DISK
 FF0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0037_STAMPING: SHONYO NO 1 1954
 FF0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0037+STABILITY: SURFACE MOTION
 FF0037
 FF0037  HISTORY     - Date     Condition        Report By
 FF0037  HISTORY     - 1954     MONUMENTED       CGS
 FF0037  HISTORY     - 1956     GOOD             CGS
 FF0037
 FF0037                          STATION DESCRIPTION
 FF0037
 FF0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0037'2 MI SW FROM DELL.
 FF0037'ABOUT 1.95 MILES SOUTHWEST AND WEST ALONG THE ST. LOUIS-SAN
 FF0037'FRANCISCO RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL,
 FF0037'ABOUT 100 YARDS EAST OF CENTER LINE OF STATE HIGHWAY 181 LEADING
 FF0037'NORTH, AT SHONYO, 208 FEET NORTH OF NORTH RAIL, 89.1 FEET
 FF0037'EAST-NORTHEAST OF STATION MARK, 31 FEET NORTH OF NORTHEAST CORNER
 FF0037'OF AN IMPLEMENT SHED AT A FARM, 2 FEET SOUTH-SOUTHEAST OF
 FF0037'SOUTH-SOUTHEAST FACE OF CIRCULAR CORRUGATED METAL GRAIN BIN, AND
 FF0037'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0038 ***********************************************************************
 FF0038  DESIGNATION -  SHONYO RM 2
 FF0038  PID         -  FF0038
 FF0038  STATE/COUNTY-  AR/MISSISSIPPI
 FF0038  USGS QUAD   -  DELL (1983)
 FF0038
 FF0038                         *CURRENT SURVEY CONTROL
 FF0038  ___________________________________________________________________
 FF0038* NAD 83(1986)-  35 50 51.     (N)    090 04 23.     (W)     SCALED    
 FF0038* NAVD 88     -        73.112  (meters)     239.87   (feet)  ADJUSTED  
 FF0038  ___________________________________________________________________
 FF0038  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FF0038  DYNAMIC HT  -          73.051 (meters)     239.67  (feet)  COMP
 FF0038  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FF0038
 FF0038  VERT ORDER  -  FIRST     CLASS II
 FF0038
 FF0038.The horizontal coordinates were scaled from a topographic map and have
 FF0038.an estimated accuracy of +/- 6 seconds.
 FF0038
 FF0038.The orthometric height was determined by differential leveling
 FF0038.and adjusted by the National Geodetic Survey in June 1991..
 FF0038
 FF0038.The geoid height was determined by GEOID03.
 FF0038
 FF0038.The dynamic height is computed by dividing the NAVD 88
 FF0038.geopotential number by the normal gravity value computed on the
 FF0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0038.degrees latitude (g = 980.6199 gals.).
 FF0038
 FF0038.The modeled gravity was interpolated from observed gravity values.
 FF0038
 FF0038;                    North         East    Units  Estimated Accuracy
 FF0038;SPC AR N     -   169,690.      574,050.      MT  (+/- 180 meters Scaled)
 FF0038
 FF0038                          SUPERSEDED SURVEY CONTROL
 FF0038
 FF0038  NGVD 29 (??/??/??)   73.089  (m)          239.79   (f) ADJUSTED    1 2
 FF0038
 FF0038.Superseded values are not recommended for survey control.
 FF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0038.See file dsdata.txt to determine how the superseded data were derived.
 FF0038
 FF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV643709(NAD 83)
 FF0038_MARKER: DR = REFERENCE MARK DISK
 FF0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0038_STAMPING: SHONYO NO 2 1954
 FF0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0038+STABILITY: SURFACE MOTION
 FF0038
 FF0038  HISTORY     - Date     Condition        Report By
 FF0038  HISTORY     - 1954     MONUMENTED       CGS
 FF0038  HISTORY     - 1956     GOOD             CGS
 FF0038  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0038  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0038
 FF0038                          STATION DESCRIPTION
 FF0038
 FF0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0038'2 MI SW FROM DELL.
 FF0038'ABOUT 1.95 MILES SOUTHWEST AND WEST ALONG THE ST. LOUIS-SAN
 FF0038'FRANCISCO RAILWAY FROM THE CROSSING OF STATE HIGHWAY 119 AT DELL,
 FF0038'AT SHONYO, ABOUT 64 YARDS EAST OF CENTER LINE OF STATE HIGHWAY
 FF0038'181 LEADING NORTH, 77 FEET NORTH OF NORTH RAIL, NEAR THE SOUTHEAST
 FF0038'CORNER OF YARD OF A FARM HOUSE, 92 FEET WEST-NORTHWEST OF
 FF0038'TELEPHONE POLE NO. 430, 90.6 FEET SOUTH-SOUTHWEST OF STATION MARK,
 FF0038'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 FF0038'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 FF0038'WITH GROUND.
 FF0038
 FF0038                          STATION RECOVERY (1978)
 FF0038
 FF0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0038'MARK NOT FOUND.
 FF0038
 FF0038                          STATION RECOVERY (1978)
 FF0038
 FF0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0673 ***********************************************************************
 GG0673  DESIGNATION -  SILOAM
 GG0673  PID         -  GG0673
 GG0673  STATE/COUNTY-  AR/BENTON
 GG0673  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0673
 GG0673                         *CURRENT SURVEY CONTROL
 GG0673  ___________________________________________________________________
 GG0673* NAD 83(1997)-  36 10 41.35076(N)    094 33 54.81239(W)     ADJUSTED  
 GG0673* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 GG0673  ___________________________________________________________________
 GG0673  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 GG0673  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GG0673
 GG0673  HORZ ORDER  -  FIRST
 GG0673
 GG0673.The horizontal coordinates were established by classical geodetic methods
 GG0673.and adjusted by the National Geodetic Survey in September 1999..
 GG0673
 GG0673.The orthometric height was scaled from a topographic map.
 GG0673
 GG0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0673
 GG0673.The geoid height was determined by GEOID03.
 GG0673
 GG0673;                    North         East     Units Scale Factor Converg.
 GG0673;SPC AR N     -   207,678.924   169,259.636   MT  0.99998956   -1 29 33.7
 GG0673;SPC AR N     -   681,359.94    555,312.66   sFT  0.99998956   -1 29 33.7
 GG0673;SPC OK N     -   136,184.451   908,912.563   MT  0.99994543   +2 01 37.3
 GG0673;SPC OK N     -   446,798.49  2,981,990.63   sFT  0.99994543   +2 01 37.3
 GG0673;UTM  15      - 4,004,843.607   359,242.549   MT  0.99984412   -0 55 26.8
 GG0673
 GG0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0673!SPC AR N     -   0.99994935  x   0.99998956  =   0.99993892
 GG0673!SPC OK N     -   0.99994935  x   0.99994543  =   0.99989479
 GG0673!UTM  15      -   0.99994935  x   0.99984412  =   0.99979348
 GG0673
 GG0673:                Primary Azimuth Mark                     Grid Az
 GG0673:SPC AR N     -  SILOAM SPRINGS BROWN UNIV TANK           022 28 41.8
 GG0673:SPC OK N     -  SILOAM SPRINGS BROWN UNIV TANK           018 57 30.8
 GG0673:UTM  15      -  SILOAM SPRINGS BROWN UNIV TANK           021 54 34.9
 GG0673
 GG0673|---------------------------------------------------------------------|
 GG0673| PID    Reference Object                     Distance      Geod. Az  |
 GG0673|                                                           dddmmss.s |
 GG0673| GG0674 SILOAM SPRINGS BROWN UNIV TANK      APPROX. 1.3 KM 0205908.1 |
 GG0673| GG0670 SILOAM SPRING MUNICIPAL TANK        APPROX. 2.8 KM 0670257.6 |
 GG0673| GG0675 FOREST PARK MUNICIPAL TANK          APPROX. 6.0 KM 1622654.9 |
 GG0673| CI3192 SILOAM RM 1                          27.034 METERS 21152     |
 GG0673| CI3193 SILOAM RM 2                          28.935 METERS 31335     |
 GG0673| CI3191 SILOAM AZ MK                        APPROX. 0.6 KM 3473801.7 |
 GG0673| GG0671 BOUNDARY MON 22 AR OK               APPROX. 0.6 KM 3484935.2 |
 GG0673| GG0672 SILOAM SPRINGS RAD KUOA MAST        APPROX. 1.4 KM 3592448.1 |
 GG0673|---------------------------------------------------------------------|
 GG0673
 GG0673                          SUPERSEDED SURVEY CONTROL
 GG0673
 GG0673  NAD 83(1997)-  36 10 41.35490(N)    094 33 54.81274(W) AD(       ) 1
 GG0673  NAD 83(1986)-  36 10 41.35783(N)    094 33 54.81337(W) AD(       ) 1
 GG0673  NAD 27      -  36 10 41.06500(N)    094 33 54.02000(W) AD(       ) 1
 GG0673
 GG0673.Superseded values are not recommended for survey control.
 GG0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0673.See file dsdata.txt to determine how the superseded data were derived.
 GG0673
 GG0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5924304844(NAD 83)
 GG0673_MARKER: DS = TRIANGULATION STATION DISK
 GG0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0673
 GG0673  HISTORY     - Date     Condition        Report By
 GG0673  HISTORY     - 1935     MONUMENTED       CGS
 GG0673  HISTORY     - 1939     GOOD             CGS
 GG0673  HISTORY     - 1955     GOOD             CGS
 GG0673  HISTORY     - 1960     GOOD             CGS
 GG0673  HISTORY     - 1961     GOOD             CGS
 GG0673
 GG0673                          STATION DESCRIPTION
 GG0673
 GG0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0673'THIS STATION IS ABOUT 1-1/2 MILES SW OF SILOAM SPRINGS, NEAR
 GG0673'SW CORNER FRACTIONAL SEC. 1, T 17 N, R 34 W, ON LAND OWNED AND
 GG0673'OCCUPIED BY MR. HARRY F. STITT.  MARK IS SET 43 FEET ESE OF THE
 GG0673'N EDGE OF THE WOODS AT CULTIVATED FIELD, 74 FEET ENE OF STATE
 GG0673'LINE ROAD, 60 FEET ENE OF THE RIGHT-OF-WAY FENCE LINE, 21 FEET
 GG0673'NNE OF 12-INCH OAK TREE, 23 FEET S OF 6-INCH OAK TREE WITH
 GG0673'TRIANGULAR BLAZE.  MARK PROJECTS 8 INCHES.
 GG0673'
 GG0673'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0673'BRONZE DISKS SET IN CONCRETE.
 GG0673'
 GG0673'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 1 FOOT ENE OF THE
 GG0673'RIGHT-OF-WAY FENCE LINE, 15 FEET ENE OF THE CENTER LINE OF
 GG0673'THE STATE LINE ROAD.  MARK PROJECTS 6 INCHES.
 GG0673'
 GG0673'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT ENE OF THE
 GG0673'RIGHT-OF-WAY FENCE LINE, 10 FEET ENE OF THE CENTER LINE OF
 GG0673'STATE LINE ROAD.  MARK PROJECTS 6 INCHES.
 GG0673'
 GG0673'AZIMUTH MARK IS NNW OF THE STATION, 1 FOOT ENE OF THE RIGHT-OF-WAY
 GG0673'FENCE LINE, 14 FEET ENE OF THE CENTER LINE OF THE STATE LINE
 GG0673'ROAD.  MARK PROJECTS 6 INCHES.
 GG0673'
 GG0673'BOUNDARY MONUMENT NO. 22 IS NNW OF THE STATION, 4.7 FEET W
 GG0673'OF THE RIGHT-OF-WAY FENCE LINE, 8 FEET E OF THE CENTER LINE
 GG0673'OF THE STATE LINE ROAD.  MARKER IS OCTAGONAL IRON POST, ABOUT
 GG0673'5 INCHES IN DIAMETER, PROJECTING 4 FEET, WITH A CONICAL CAP,
 GG0673'ON THE N SIDE IN RAISED LETTERS IS 22-M, ON THE E SIDE ARK,
 GG0673'ON THE S SIDE 1877, ON THE W SIDE CHER.  THIS MARKER IS
 GG0673'VISIBLE FROM THE GROUND AT THE STATION, AND A TRAVERSE
 GG0673'CONNECTION WAS MADE.
 GG0673'
 GG0673'TO REACH STATION FROM SILOAM SPRINGS AT JUNCTION OF U.S.
 GG0673'HIGHWAY 59 AND STATE HIGHWAY 12, GO W ON U.S. HIGHWAY 59, 1.45
 GG0673'MILES TO STATE LINE AND STATE LINE ROAD TO N, TURN RIGHT ON
 GG0673'THIS DIRT ROAD 0.1 MILE TO STATION ON RIGHT.
 GG0673'
 GG0673'A LIGHT 87 FEET ABOVE CHEROKEE IS VISIBLE FROM THE GROUND.
 GG0673'
 GG0673'LIGHTS 74 FEET ABOVE NORTH TWIN AND 87 FEET ABOVE DECATUR
 GG0673'COME INTO VIEW AT 40 FEET ABOVE THE GROUND.
 GG0673
 GG0673                          STATION RECOVERY (1939)
 GG0673
 GG0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0673'STATION IS ABOUT 1.5 MILES SW OF SILOAM SPRINGS, NEAR THE
 GG0673'FRACTIONAL SEC. 1, T 17 N, R 34 W, ON LAND OWNED AND OCCUPIED
 GG0673'BY MR. HARRY F. STITT.  IT IS 0.1 MILE N OF THE SETTLEMENT OF
 GG0673'STATE LINE ON OKLAHOMA STATE HIGHWAY 33, 43 FEET SSE OF THE N
 GG0673'EDGE OF WOODS AT A CULTIVATED FIELD, AND 72 FEET ENE OF THE
 GG0673'CENTER OF THE STATE LINE ROAD.  MARK PROJECTS ABOUT 8 INCHES.
 GG0673'
 GG0673'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 1 FOOT E OF THE
 GG0673'RIGHT-OF-WAY FENCE AND 15 FEET E OF THE CENTER OF STATE LINE
 GG0673'ROAD.
 GG0673'
 GG0673'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT E OF THE
 GG0673'RIGHT-OF-WAY FENCE AND 12 FEET E OF THE CENTER OF STATE LINE
 GG0673'ROAD.
 GG0673'
 GG0673'AZIMUTH MARK IS 0.2 MILE NNW OF THE STATION, 1 FOOT E OF THE
 GG0673'RIGHT-OF-WAY FENCE AND 14 FEET E OF THE CENTER OF STATE LINE
 GG0673'ROAD.
 GG0673'
 GG0673'OBSERVATIONS MADE FROM A 77-FOOT STEEL TOWER.
 GG0673'
 GG0673'BOTH REFERENCE MARKS FAILED TO CHECK IN DISTANCE BY 0.010 METER.
 GG0673
 GG0673                          STATION RECOVERY (1955)
 GG0673
 GG0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RKD)
 GG0673'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GG0673'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT VISITED.
 GG0673
 GG0673                          STATION RECOVERY (1960)
 GG0673
 GG0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GG0673'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GG0673'AS DESCRIBED.  THE STATION IS ON THE PROPERTY OF MRS. A.L. SMITH
 GG0673'OF 410 E. JEFFERSON, SILOAM SPRINGS, ARKANSAS.  THE STATION IS
 GG0673'ABOUT 0.05 MILE NORTH OF THE STATE LINE GOSPEL TABERNACLE CHURCH
 GG0673'ABOUT 1-1/2 MILES WEST-SOUTHWEST OF SILOAM SPRINGS, ARK.
 GG0673
 GG0673                          STATION RECOVERY (1961)
 GG0673
 GG0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0673'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GG0673'CONDITION.  BOUNDARY MONUMENT NO. 22 WAS NOT RECOVERED AND WAS
 GG0673'PROBABLY DESTROYED WHEN SOME BULLDOZING WAS DONE ALONG THE
 GG0673'OLD STATE LINE ROAD.
 GG0673'
 GG0673'THE STATION IS LOCATED 0.1 MILE NORTH OF THE STATE LINE GOSPEL
 GG0673'TABERNACLE.  THE AZIMUTH MARK WAS RECOVERED ABOUT 0.2 MILE
 GG0673'NORTH OF THE STATION, 70 YARDS SOUTH OF AN OAK TREE THAT IS
 GG0673'LOCATED IN NORTHWEST CORNER OF AN OPEN FIELD AND 2.5 FEET WEST
 GG0673'OF THE EAST RIGHT OF WAY FENCE OF OLD ABANDONED STATE LINE
 GG0673'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3008 ***********************************************************************
 AE3008  CBN         -  This is a Cooperative Base Network Control Station.
 AE3008  DESIGNATION -  SILOAM
 AE3008  PID         -  AE3008
 AE3008  STATE/COUNTY-  AR/BENTON
 AE3008  USGS QUAD   -  SILOAM SPRINGS (1982)
 AE3008
 AE3008                         *CURRENT SURVEY CONTROL
 AE3008  ___________________________________________________________________
 AE3008* NAD 83(1997)-  36 11 38.11897(N)    094 31 32.18455(W)     ADJUSTED  
 AE3008* NAVD 88     -       344.0    (meters)    1129.     (feet)  GPS OBS   
 AE3008  ___________________________________________________________________
 AE3008  X           -    -406,641.053 (meters)                     COMP
 AE3008  Y           -  -5,137,508.365 (meters)                     COMP
 AE3008  Z           -   3,745,764.901 (meters)                     COMP
 AE3008  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AE3008  ELLIP HEIGHT-         315.74  (meters)          (09/21/01) GPS OBS
 AE3008  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AE3008
 AE3008  HORZ ORDER  -  B
 AE3008  ELLP ORDER  -  FOURTH    CLASS II
 AE3008
 AE3008.The horizontal coordinates were established by GPS observations
 AE3008.and adjusted by the National Geodetic Survey in September 1997..
 AE3008
 AE3008.The orthometric height was determined by GPS observations and a
 AE3008.high-resolution geoid model.
 AE3008
 AE3008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3008
 AE3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3008
 AE3008.The ellipsoidal height was determined by GPS observations
 AE3008.and is referenced to NAD 83.
 AE3008
 AE3008.The geoid height was determined by GEOID03.
 AE3008
 AE3008;                    North         East     Units Scale Factor Converg.
 AE3008;SPC AR N     -   209,335.967   172,867.414   MT  0.99999245   -1 28 10.7
 AE3008;SPC AR N     -   686,796.42    567,149.17   sFT  0.99999245   -1 28 10.7
 AE3008;UTM  15      - 4,006,536.112   362,833.156   MT  0.99983182   -0 54 03.8
 AE3008
 AE3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3008!SPC AR N     -   0.99995045  x   0.99999245  =   0.99994290
 AE3008!UTM  15      -   0.99995045  x   0.99983182  =   0.99978228
 AE3008
 AE3008                          SUPERSEDED SURVEY CONTROL
 AE3008
 AE3008  ELLIP H (09/19/97)  315.75   (m)                       GP(       ) 4 1
 AE3008
 AE3008.Superseded values are not recommended for survey control.
 AE3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3008.See file dsdata.txt to determine how the superseded data were derived.
 AE3008
 AE3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6283306536(NAD 83)
 AE3008_MARKER: DD = SURVEY DISK
 AE3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3008_STAMPING: SILOAM 1997
 AE3008_MARK LOGO: ARGLS 
 AE3008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3008+STABILITY: SURFACE MOTION
 AE3008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3008+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1997
 AE3008
 AE3008  HISTORY     - Date     Condition        Report By
 AE3008  HISTORY     - 1997     MONUMENTED       ARGLS
 AE3008  HISTORY     - 19970317 GOOD             NGS
 AE3008
 AE3008                          STATION DESCRIPTION
 AE3008
 AE3008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE3008'THE STATION IS LOCATED IN THE NORTHEAST PART OF SILOAM SPRINGS, ON THE
 AE3008'NORTHERLY RIGHT-OF-WAY OF STATE HIGHWAY 264, ADJACENT TO THE GROUNDS
 AE3008'OF THE SILOAM SPRINGS CHILD DEVELOPMENT CENTER, INSIDE A FENCED AREA
 AE3008'AT THE SOUTHEAST CORNER OF THE CENTERS GROUNDS.  TO REACH THE STATION
 AE3008'FROM THE INTERSECTION OF STATE HIGHWAYS 264 AND 59 IN SILOAM SPRINGS,
 AE3008'GO NORTH ON HIGHWAY 264 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE
 AE3008'LEFT.  THE STATION IS AN ARKANSAS HARN DISK SET IN A 15 INCH DIAMETER
 AE3008'BY 48 INCH DEEP ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED
 AE3008'1.5 M (4.9 FT) NORTHWEST OF THE FENCE CORNER AT THE SOUTHEAST CORNER
 AE3008'OF THE FENCED AREA, 23.3 METERS (76.4 FT) NORTHWESTERLY FROM THE
 AE3008'CENTERLINE OF HIGHWAY 264 AND 76.8 METERS (252.0 FT) NORTHEAST OF THE
 AE3008'BACK OF CURB ON THE EAST SIDE OF HEARTLAND STREET.  ACCESS TO THE
 AE3008'STATION IS THROUGH AN UNLOCKED GATE ON THE SOUTH SIDE OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0670 ***********************************************************************
 GG0670  DESIGNATION -  SILOAM SPRING MUNICIPAL TANK
 GG0670  PID         -  GG0670
 GG0670  STATE/COUNTY-  AR/BENTON
 GG0670  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0670
 GG0670                         *CURRENT SURVEY CONTROL
 GG0670  ___________________________________________________________________
 GG0670* NAD 83(1997)-  36 11 16.64825(N)    094 32 11.94879(W)     ADJUSTED  
 GG0670* NAVD 88     -                                                        
 GG0670  ___________________________________________________________________
 GG0670  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 GG0670  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GG0670
 GG0670  HORZ ORDER  -  THIRD
 GG0670
 GG0670.The horizontal coordinates were established by classical geodetic methods
 GG0670.and adjusted by the National Geodetic Survey in September 1999..
 GG0670
 GG0670
 GG0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0670
 GG0670.The geoid height was determined by GEOID03.
 GG0670
 GG0670;                    North         East     Units Scale Factor Converg.
 GG0670;SPC AR N     -   208,699.937   171,857.232   MT  0.99999135   -1 28 33.9
 GG0670;SPC AR N     -   684,709.71    563,834.94   sFT  0.99999135   -1 28 33.9
 GG0670;UTM  15      - 4,005,890.190   361,829.495   MT  0.99983523   -0 54 26.8
 GG0670
 GG0670                          SUPERSEDED SURVEY CONTROL
 GG0670
 GG0670  NAD 83(1997)-  36 11 16.65378(N)    094 32 11.94731(W) AD(       ) 4
 GG0670  NAD 83(1986)-  36 11 16.65574(N)    094 32 11.94862(W) AD(       ) 4
 GG0670  NAD 27      -  36 11 16.36400(N)    094 32 11.16000(W) AD(       ) 3
 GG0670
 GG0670.Superseded values are not recommended for survey control.
 GG0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0670.See file dsdata.txt to determine how the superseded data were derived.
 GG0670
 GG0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6182905890(NAD 83)
 GG0670_MARKER: 53 = ELEVATED TANK
 GG0670
 GG0670  HISTORY     - Date     Condition        Report By
 GG0670  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0670
 GG0670                          STATION DESCRIPTION
 GG0670
 GG0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0670'THIS INTERSECTION STATION IS THE CENTER OF THE MUNICIPAL
 GG0670'TANK OF SILOAM SPRINGS, ARKANSAS.  THE TANK IS ON HILL STREET
 GG0670'IN THE E PART OF TOWN.  THE TANK IS 85 FEET HIGH, SUPPORTED BY
 GG0670'4 GIRDER LEGS, WITH 8-INCH INTAKE PIPE, HAS A FLAT TOP WITH
 GG0670'ORNAMENTAL RAILING AND A WOODEN POLE PROJECTING FROM THE TOP
 GG0670'CENTER.  IT WAS ERECTED IN 1899 AND IS NOT VERY PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0674 ***********************************************************************
 GG0674  DESIGNATION -  SILOAM SPRINGS BROWN UNIV TANK
 GG0674  PID         -  GG0674
 GG0674  STATE/COUNTY-  AR/BENTON
 GG0674  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0674
 GG0674                         *CURRENT SURVEY CONTROL
 GG0674  ___________________________________________________________________
 GG0674* NAD 83(1997)-  36 11 22.14908(N)    094 33 35.50673(W)     ADJUSTED  
 GG0674* NAVD 88     -                                                        
 GG0674  ___________________________________________________________________
 GG0674  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 GG0674  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GG0674
 GG0674  HORZ ORDER  -  THIRD
 GG0674
 GG0674.The horizontal coordinates were established by classical geodetic methods
 GG0674.and adjusted by the National Geodetic Survey in September 1999..
 GG0674
 GG0674
 GG0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0674
 GG0674.The geoid height was determined by GEOID03.
 GG0674
 GG0674;                    North         East     Units Scale Factor Converg.
 GG0674;SPC AR N     -   208,923.455   169,774.587   MT  0.99999163   -1 29 22.5
 GG0674;SPC AR N     -   685,443.04    557,002.12   sFT  0.99999163   -1 29 22.5
 GG0674;UTM  15      - 4,006,093.002   359,745.052   MT  0.99984238   -0 55 16.3
 GG0674
 GG0674                          SUPERSEDED SURVEY CONTROL
 GG0674
 GG0674  NAD 83(1997)-  36 11 22.15411(N)    094 33 35.50710(W) AD(       ) 4
 GG0674  NAD 83(1986)-  36 11 22.15542(N)    094 33 35.50818(W) AD(       ) 4
 GG0674  NAD 27      -  36 11 21.86500(N)    094 33 34.71500(W) AD(       ) 3
 GG0674
 GG0674.Superseded values are not recommended for survey control.
 GG0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0674.See file dsdata.txt to determine how the superseded data were derived.
 GG0674
 GG0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5974506093(NAD 83)
 GG0674_MARKER: 53 = ELEVATED TANK
 GG0674
 GG0674  HISTORY     - Date     Condition        Report By
 GG0674  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0674
 GG0674                          STATION DESCRIPTION
 GG0674
 GG0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0674'THIS INTERSECTION STATION IS THE CENTER OF THE TANK AT JOHN
 GG0674'BROWN UNIVERSITY, AT SILOAM SPRINGS, ARKANSAS, IN THE NW PART OF
 GG0674'TOWN.  THE TANK IS LOCATED ON THE CAMPUS, 25 FEET N OF A WOODEN
 GG0674'FRAME BUILDING, KNOWN AS THE MECHANICAL BUILDING.  THE TANK
 GG0674'IS 60 FEET HIGH, OF THE CONVENTIONAL TYPE, SUPPORTED BY 4 STEEL
 GG0674'PIPE LEGS, AND IS PAINTED SILVER.  IT WAS ERECTED IN 1935.  IT
 GG0674'IS RATHER PROMINENT.  THERE IS A LIGHT SUSPENDED OVER THE TOP,
 GG0674'BUT IS NOT OVER THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0672 ***********************************************************************
 GG0672  DESIGNATION -  SILOAM SPRINGS RAD KUOA MAST
 GG0672  PID         -  GG0672
 GG0672  STATE/COUNTY-  AR/BENTON
 GG0672  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0672
 GG0672                         *CURRENT SURVEY CONTROL
 GG0672  ___________________________________________________________________
 GG0672* NAD 83(1997)-  36 11 25.15432(N)    094 33 55.36569(W)     ADJUSTED  
 GG0672* NAVD 88     -                                                        
 GG0672  ___________________________________________________________________
 GG0672  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 GG0672  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GG0672
 GG0672  HORZ ORDER  -  THIRD
 GG0672
 GG0672.The horizontal coordinates were established by classical geodetic methods
 GG0672.and adjusted by the National Geodetic Survey in September 1999..
 GG0672
 GG0672
 GG0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0672
 GG0672.The geoid height was determined by GEOID03.
 GG0672
 GG0672;                    North         East     Units Scale Factor Converg.
 GG0672;SPC AR N     -   209,028.966   169,280.987   MT  0.99999178   -1 29 34.1
 GG0672;SPC AR N     -   685,789.20    555,382.70   sFT  0.99999178   -1 29 34.1
 GG0672;UTM  15      - 4,006,193.596   359,250.504   MT  0.99984409   -0 55 28.1
 GG0672
 GG0672                          SUPERSEDED SURVEY CONTROL
 GG0672
 GG0672  NAD 83(1997)-  36 11 25.15722(N)    094 33 55.36639(W) AD(       ) 4
 GG0672  NAD 83(1986)-  36 11 25.15959(N)    094 33 55.36686(W) AD(       ) 4
 GG0672  NAD 27      -  36 11 24.86900(N)    094 33 54.57400(W) AD(       ) 3
 GG0672
 GG0672.Superseded values are not recommended for survey control.
 GG0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0672.See file dsdata.txt to determine how the superseded data were derived.
 GG0672
 GG0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5925106194(NAD 83)
 GG0672_MARKER: 43 = RADIO/TV TOWER
 GG0672
 GG0672  HISTORY     - Date     Condition        Report By
 GG0672  HISTORY     - 1939     FIRST OBSERVED   CGS
 GG0672
 GG0672                          STATION DESCRIPTION
 GG0672
 GG0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0672'TALL SINGLE RADIO TOWER OF STATION KUOA LOCATED ON GROUNDS
 GG0672'OF JOHN BROWN UNIVERSITY, SILOAM SPRINGS.  THIS IS AN INTERSECTION
 GG0672'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0209 ***********************************************************************
 GG0209  DESIGNATION -  SILOAM SPRINGS RESET
 GG0209  PID         -  GG0209
 GG0209  STATE/COUNTY-  AR/BENTON
 GG0209  USGS QUAD   -  SILOAM SPRINGS (1982)
 GG0209
 GG0209                         *CURRENT SURVEY CONTROL
 GG0209  ___________________________________________________________________
 GG0209* NAD 83(1986)-  36 11 18.     (N)    094 32 27.     (W)     SCALED    
 GG0209* NAVD 88     -       333.45   (meters)    1094.0    (feet)  RESET     
 GG0209  ___________________________________________________________________
 GG0209  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GG0209
 GG0209  VERT ORDER  -  THIRD
 GG0209
 GG0209.The horizontal coordinates were scaled from a topographic map and have
 GG0209.an estimated accuracy of +/- 6 seconds.
 GG0209
 GG0209.The orthometric height was computed from unverified reset data.
 GG0209
 GG0209.The geoid height was determined by GEOID03.
 GG0209
 GG0209;                    North         East    Units  Estimated Accuracy
 GG0209;SPC AR N     -   208,750.      171,480.      MT  (+/- 180 meters Scaled)
 GG0209
 GG0209                          SUPERSEDED SURVEY CONTROL
 GG0209
 GG0209.No superseded survey control is available for this station.
 GG0209
 GG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA614059(NAD 83)
 GG0209_MARKER: DB = BENCH MARK DISK
 GG0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0209_STAMPING: SILOAM SPRINGS RESET 1966
 GG0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0209+STABILITY: SURFACE MOTION
 GG0209
 GG0209  HISTORY     - Date     Condition        Report By
 GG0209  HISTORY     - 1966     MONUMENTED       LOCENG
 GG0209  HISTORY     - 1966     GOOD             NGS
 GG0209  HISTORY     - 1987     GOOD             USPSQD
 GG0209  HISTORY     - 1988     POOR             USPSQD
 GG0209
 GG0209                          STATION DESCRIPTION
 GG0209
 GG0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GG0209'AT SILOAM SPRINGS.
 GG0209'AT SILOAM SPRINGS, AT THE SOUTHWEST CORNER OF THE STATE REVENUE
 GG0209'OFFICE COMMUNITY BUILDING ON MT. OLIVE STREET, SET IN THE TOP
 GG0209'OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 GG0209
 GG0209                          STATION RECOVERY (1987)
 GG0209
 GG0209'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0209'RECOVERED IN GOOD CONDITION.
 GG0209
 GG0209                          STATION RECOVERY (1988)
 GG0209
 GG0209'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 GG0209'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0944 ***********************************************************************
 GG0944  DESIGNATION -  SILOPORT
 GG0944  PID         -  GG0944
 GG0944  STATE/COUNTY-  AR/BENTON
 GG0944  USGS QUAD   -  GALLATIN (1982)
 GG0944
 GG0944                         *CURRENT SURVEY CONTROL
 GG0944  ___________________________________________________________________
 GG0944* NAD 83(1997)-  36 11 35.75572(N)    094 29 24.66601(W)     ADJUSTED  
 GG0944* NAVD 88     -       358.7    (meters)    1177.     (feet)  VERTCON   
 GG0944  ___________________________________________________________________
 GG0944  X           -    -403,469.131 (meters)                     COMP
 GG0944  Y           -  -5,137,813.588 (meters)                     COMP
 GG0944  Z           -   3,745,714.864 (meters)                     COMP
 GG0944  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 GG0944  ELLIP HEIGHT-         330.56  (meters)          (09/24/01) GPS OBS
 GG0944  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GG0944
 GG0944  HORZ ORDER  -  FIRST
 GG0944  ELLP ORDER  -  FOURTH    CLASS II
 GG0944
 GG0944.This mark is at Smith Field Airport (SLG)
 GG0944
 GG0944.The horizontal coordinates were established by GPS observations
 GG0944.and adjusted by the National Geodetic Survey in September 1999..
 GG0944
 GG0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0944
 GG0944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0944
 GG0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0944
 GG0944.The ellipsoidal height was determined by GPS observations
 GG0944.and is referenced to NAD 83.
 GG0944
 GG0944.The geoid height was determined by GEOID03.
 GG0944
 GG0944;                    North         East     Units Scale Factor Converg.
 GG0944;SPC AR N     -   209,182.011   176,050.439   MT  0.99999232   -1 26 56.5
 GG0944;SPC AR N     -   686,291.31    577,592.15   sFT  0.99999232   -1 26 56.5
 GG0944;UTM  15      - 4,006,413.782   366,017.024   MT  0.99982119   -0 52 48.4
 GG0944
 GG0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0944!SPC AR N     -   0.99994812  x   0.99999232  =   0.99994044
 GG0944!UTM  15      -   0.99994812  x   0.99982119  =   0.99976932
 GG0944
 GG0944:                Primary Azimuth Mark                     Grid Az
 GG0944:SPC AR N     -  SILOPORT AZ MK                           006 26 20.1
 GG0944:UTM  15      -  SILOPORT AZ MK                           005 52 12.0
 GG0944
 GG0944|---------------------------------------------------------------------|
 GG0944| PID    Reference Object                     Distance      Geod. Az  |
 GG0944|                                                           dddmmss.s |
 GG0944| GG0945 SILOPORT AZ MK                      APPROX. 0.6 KM 0045923.6 |
 GG0944|---------------------------------------------------------------------|
 GG0944
 GG0944                          SUPERSEDED SURVEY CONTROL
 GG0944
 GG0944  ELLIP H (09/14/99)  330.47   (m)                       GP(       ) 4 1
 GG0944  NAD 83(1997)-  36 11 35.76732(N)    094 29 24.67066(W) AD(       ) 1
 GG0944  NAD 83(1986)-  36 11 35.77080(N)    094 29 24.67021(W) AD(       ) 1
 GG0944  NGVD 29 (11/13/90)  358.6    (m)         1177.     (f) GPS OBS        
 GG0944
 GG0944.Superseded values are not recommended for survey control.
 GG0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0944.See file dsdata.txt to determine how the superseded data were derived.
 GG0944
 GG0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6601706414(NAD 83)
 GG0944_MARKER: I = METAL ROD
 GG0944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0944_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GG0944_STAMPING: SILOPORT 1990
 GG0944_MARK LOGO: NGS   
 GG0944_PROJECTION: FLUSH
 GG0944_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0944+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GG0944_ROD/PIPE-DEPTH: 3.56 meters
 GG0944_SLEEVE-DEPTH  : 0.83 meters
 GG0944
 GG0944  HISTORY     - Date     Condition        Report By
 GG0944  HISTORY     - 1990     MONUMENTED       NGS
 GG0944
 GG0944                          STATION DESCRIPTION
 GG0944
 GG0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GG0944'STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) SOUTH OF GENTRY, 4.9 KM
 GG0944'(3.0 MI) EAST-NORTHEAST OF SILOAM SPRINGS, AND 1.0 KM (0.6 MI) NORTH
 GG0944'OF U.S. HIGHWAY 412.  AT THE SILOAM SPRINGS SMITH FIELD AIRPORT.
 GG0944'OWNERSHIP--CITY OF SILOAM SPRINGS, CITY HALL, SILOAM SPRINGS AR
 GG0944'72761.  AIRPORT MANAGER IS PAUL HUNT, RTE 3 BOX 92, SILOAM SPRINGS AR
 GG0944'72761.  PHONE IS 501-524-4103 OR HOME 501-736-2871.
 GG0944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 412 AND STATE
 GG0944'HIGHWAY 59 ABOUT 4.0 KM (2.5 MI) EAST OF SILOAM SPRINGS, GO NORTH ON
 GG0944'STATE HIGHWAY 59 FOR 0.82 KM (0.51 MI) TO A PAVED ROAD ON THE RIGHT.
 GG0944'TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.40 KM
 GG0944'(0.25 MI) TO AN APRON AND THE AIRPORT OFFICE ON THE LEFT. TURN LEFT
 GG0944'AND GO NORTHEAST ACROSS THE APRON FOR 0.06 KM (0.04 MI) TO A TAXIWAY.
 GG0944'TURN RIGHT AND GO EAST ON THE TAXIWAY FOR 0.07 KM (0.04 MI) TO THE
 GG0944'RUNWAY.  TURN LEFT AND GO NORTH ON THE RUNWAY FOR 0.48 KM (0.30 MI)
 GG0944'TO A HOLDING AREA AND THE STATION ON THE LEFT ABOUT ON LINE WITH THE
 GG0944'NORTH EDGE OF THE HOLDING AREA.
 GG0944'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GG0944'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET 41.1
 GG0944'M (134.8 FT) NORTH-NORTHWEST OF A RUNWAY LIGHT, 28.0 M (91.9 FT)
 GG0944'SOUTH-SOUTHWEST OF A RUNWAY LIGHT AND 6.1 M (20.0 FT) WEST OF THE WEST
 GG0944'EDGE OF THE HOLDING AREA.
 GG0944'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1934 ***********************************************************************
 EJ1934  DESIGNATION -  SILVER
 EJ1934  PID         -  EJ1934
 EJ1934  STATE/COUNTY-  AR/MONTGOMERY
 EJ1934  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1934
 EJ1934                         *CURRENT SURVEY CONTROL
 EJ1934  ___________________________________________________________________
 EJ1934* NAD 83(1997)-  34 32 11.41174(N)    093 29 54.78094(W)     ADJUSTED  
 EJ1934* NAVD 88     -       213.9    (meters)     702.     (feet)  VERTCON   
 EJ1934  ___________________________________________________________________
 EJ1934  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 EJ1934  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EJ1934
 EJ1934  HORZ ORDER  -  THIRD
 EJ1934
 EJ1934.The horizontal coordinates were established by classical geodetic methods
 EJ1934.and adjusted by the National Geodetic Survey in September 1999..
 EJ1934
 EJ1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1934
 EJ1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1934
 EJ1934.The geoid height was determined by GEOID03.
 EJ1934
 EJ1934;                    North         East     Units Scale Factor Converg.
 EJ1934;SPC AR S     -   608,398.302   262,444.048   MT  0.99995676   -0 50 19.4
 EJ1934;SPC AR S     - 1,996,053.43    861,035.18   sFT  0.99995676   -0 50 19.4
 EJ1934;UTM  15      - 3,821,757.843   454,251.219   MT  0.99962580   -0 16 57.5
 EJ1934
 EJ1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1934!SPC AR S     -   0.99997085  x   0.99995676  =   0.99992761
 EJ1934!UTM  15      -   0.99997085  x   0.99962580  =   0.99959666
 EJ1934
 EJ1934:                Primary Azimuth Mark                     Grid Az
 EJ1934:SPC AR S     -  SILVER AZ MK                             090 11 43.8
 EJ1934:UTM  15      -  SILVER AZ MK                             089 38 21.9
 EJ1934
 EJ1934|---------------------------------------------------------------------|
 EJ1934| PID    Reference Object                     Distance      Geod. Az  |
 EJ1934|                                                           dddmmss.s |
 EJ1934| CX6251 SILVER AZ MK                                       0892124.4 |
 EJ1934| EJ1933 SILVER 2                             18.800 METERS 18320     |
 EJ1934| CX6252 SILVER RM 1                          20.742 METERS 20033     |
 EJ1934| CX6253 SILVER RM 2                          20.687 METERS 28145     |
 EJ1934|---------------------------------------------------------------------|
 EJ1934
 EJ1934                          SUPERSEDED SURVEY CONTROL
 EJ1934
 EJ1934  NAD 83(1997)-  34 32 11.42124(N)    093 29 54.77540(W) AD(       ) 3
 EJ1934  NAD 83(1986)-  34 32 11.42178(N)    093 29 54.77306(W) AD(       ) 3
 EJ1934  NAD 27      -  34 32 11.09110(N)    093 29 54.08740(W) AD(       ) 3
 EJ1934  NGVD 29 (07/19/86)  213.9    (m)          702.     (f) VERT ANG       
 EJ1934
 EJ1934.Superseded values are not recommended for survey control.
 EJ1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1934.See file dsdata.txt to determine how the superseded data were derived.
 EJ1934
 EJ1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5425121758(NAD 83)
 EJ1934_MARKER: DS = TRIANGULATION STATION DISK
 EJ1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1934
 EJ1934  HISTORY     - Date     Condition        Report By
 EJ1934  HISTORY     - 1956     MONUMENTED       CGS
 EJ1934
 EJ1934                          STATION DESCRIPTION
 EJ1934
 EJ1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1934'THE STATION IS LOCATED APPROXIMATELY 9 MILES WEST OF CRYSTAL
 EJ1934'SPRINGS AND 8 MILES EAST OF MT. IDA ON THE SOUTH RIGHT-OF-WAY
 EJ1934'OF U.S. HIGHWAY 270.
 EJ1934'
 EJ1934'TO REACH THE STATION FROM THE POST OFFICE IN CRYSTAL SPRINGS
 EJ1934'GO WESTERLY ON U.S. HIGHWAY 270 FOR 4.15 MILES TO THE MONTGOMERY
 EJ1934'COUNTY LINE, CONTINUE WESTERLY ON U.S. 270 FOR 6.1 MILES
 EJ1934'TO A CURVE IN THE HIGHWAY AND THE AZIMUTH MARK ON THE RIGHT,
 EJ1934'AT THE TOP OF A 12 FOOT CUTBANK.  CONTINUE WESTERLY FOR 0.2
 EJ1934'MILE TO THE TOP OF THE RISE AND A Y FORK AND THE STATION
 EJ1934'ON THE LEFT.
 EJ1934'
 EJ1934'THE STATION MARK IS A STANDARD DISK, STAMPED SILVER 1956,
 EJ1934'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH
 EJ1934'THE GROUND.  THE MARK IS 111.7 FEET SOUTHWEST OF THE CENTERLINE
 EJ1934'OF THE Y FORK, 66.5 FEET SOUTH OF THE CENTERLINE OF U.S.
 EJ1934'HIGHWAY 270, AND 53.2 FEET SOUTHWEST OF A POWER LINE POLE.
 EJ1934'THE MARK IS ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF U.S.
 EJ1934'HIGHWAY 270.
 EJ1934'
 EJ1934'REFERENCE MARK 1, STAMPED SILVER NO 1 1956, IS A STANDARD
 EJ1934'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 EJ1934'ABOUT 3 INCHES.  THE MARK IS 126 FEET SOUTH OF THE CENTERLINE
 EJ1934'OF U.S. HIGHWAY 270 AND 25 FEET SOUTHWEST OF A 20 INCH
 EJ1934'OAK TREE.  REFERENCE MARK 1 IS ABOUT 5 FEET HIGHER THAN
 EJ1934'THE STATION.
 EJ1934'
 EJ1934'REFERENCE MARK 2, STAMPED SILVER NO 2 1956, IS A STANDARD
 EJ1934'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 EJ1934'ABOUT 3 INCHES.  THE MARK IS 55 FEET SOUTH OF THE CENTERLINE
 EJ1934'OF U.S. HIGHWAY 270 AND 96 FEET WEST-SOUTHWEST OF A POWER
 EJ1934'LINE POLE.  REFERENCE MARK 2 IS ABOUT THE SAME ELEVATION
 EJ1934'AS THE STATION.
 EJ1934'
 EJ1934'THE AZIMUTH MARK, STAMPED SILVER 1956, IS A STANDARD DISK
 EJ1934'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 EJ1934'ABOUT 3 INCHES.  THE MARK IS ON THE TOP OF A 12 FOOT CUTBANK
 EJ1934'ON THE NORTH SIDE OF U.S. HIGHWAY 270.  THE MARK IS 39
 EJ1934'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 270, 16.5
 EJ1934'FEET WEST OF A TELEPHONE POLE, 4 FEET NORTH OF THE EDGE
 EJ1934'OF THE CUTBANK AND 2 FEET SOUTH OF A 2 X 4 INCH WITNESS POST.
 EJ1934'
 EJ1934'NOTE- IT WAS FOUND NECESSARY TO MOVE THIS STATION AFTER IT
 EJ1934'WAS OCCUPIED AS IT WAS IN THE WAY OF PROPOSED CONSTRUCTION.
 EJ1934'A NEW STATION MARK, SILVER 2, WAS ESTABLISHED 61.68 FEET,
 EJ1934'18.800 METERS TO THE SOUTH.  THE ANGLE AT SILVER FROM VANDERSLICE
 EJ1934'TO THE NEW STATION BEING 186 49 MIN 38.5 SEC.  SEE DESCRIPTION
 EJ1934'FOR SILVER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1933 ***********************************************************************
 EJ1933  DESIGNATION -  SILVER 2
 EJ1933  PID         -  EJ1933
 EJ1933  STATE/COUNTY-  AR/MONTGOMERY
 EJ1933  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1933
 EJ1933                         *CURRENT SURVEY CONTROL
 EJ1933  ___________________________________________________________________
 EJ1933* NAD 83(1997)-  34 32 10.80266(N)    093 29 54.82371(W)     ADJUSTED  
 EJ1933* NAVD 88     -       215.9    (meters)     708.     (feet)  VERTCON   
 EJ1933  ___________________________________________________________________
 EJ1933  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 EJ1933  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EJ1933
 EJ1933  HORZ ORDER  -  SECOND
 EJ1933
 EJ1933.The horizontal coordinates were established by classical geodetic methods
 EJ1933.and adjusted by the National Geodetic Survey in September 1999..
 EJ1933
 EJ1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1933
 EJ1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1933
 EJ1933.The geoid height was determined by GEOID03.
 EJ1933
 EJ1933;                    North         East     Units Scale Factor Converg.
 EJ1933;SPC AR S     -   608,379.552   262,442.683   MT  0.99995674   -0 50 19.4
 EJ1933;SPC AR S     - 1,995,991.91    861,030.70   sFT  0.99995674   -0 50 19.4
 EJ1933;UTM  15      - 3,821,739.087   454,250.036   MT  0.99962580   -0 16 57.6
 EJ1933
 EJ1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1933!SPC AR S     -   0.99997054  x   0.99995674  =   0.99992728
 EJ1933!UTM  15      -   0.99997054  x   0.99962580  =   0.99959635
 EJ1933
 EJ1933|---------------------------------------------------------------------|
 EJ1933| PID    Reference Object                     Distance      Geod. Az  |
 EJ1933|                                                           dddmmss.s |
 EJ1933| EJ1934 SILVER                               18.800 METERS 00320     |
 EJ1933| CX6256 SILVER 3 RM 4                        62.961 METERS 02719     |
 EJ1933| EJ1936 SILVER 3                             70.449 METERS 04006     |
 EJ1933| CX6255 SILVER 3 RM 3                        68.164 METERS 04824     |
 EJ1933| CX6251 SILVER AZ MK                                       0853613.0 |
 EJ1933| CX6252 SILVER RM 1                           6.214 METERS 26359     |
 EJ1933| CX6253 SILVER RM 2                          29.922 METERS 32012     |
 EJ1933|---------------------------------------------------------------------|
 EJ1933
 EJ1933                          SUPERSEDED SURVEY CONTROL
 EJ1933
 EJ1933  NAD 83(1997)-  34 32 10.81217(N)    093 29 54.81817(W) AD(       ) 2
 EJ1933  NAD 83(1986)-  34 32 10.81270(N)    093 29 54.81583(W) AD(       ) 2
 EJ1933  NAD 27      -  34 32 10.48200(N)    093 29 54.13010(W) AD(       ) 2
 EJ1933  NGVD 29 (07/19/86)  215.9    (m)          708.     (f) VERT ANG       
 EJ1933
 EJ1933.Superseded values are not recommended for survey control.
 EJ1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1933.See file dsdata.txt to determine how the superseded data were derived.
 EJ1933
 EJ1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5425021739(NAD 83)
 EJ1933_MARKER: DS = TRIANGULATION STATION DISK
 EJ1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1933
 EJ1933  HISTORY     - Date     Condition        Report By
 EJ1933  HISTORY     - 1956     MONUMENTED       CGS
 EJ1933  HISTORY     - 1961     GOOD             CGS
 EJ1933  HISTORY     - 1973     SEE DESCRIPTION  NGS
 EJ1933
 EJ1933                          STATION DESCRIPTION
 EJ1933
 EJ1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1933'THE STATION IS LOCATED APPROXIMATELY 9 MILES WEST OF CRYSTAL
 EJ1933'SPRINGS AND 8 MILES EAST OF MT IDA ON THE SOUTH RIGHT-OF-WAY
 EJ1933'OF U.S. HIGHWAY 270.
 EJ1933'
 EJ1933'TO REACH FROM THE POST OFFICE IN CRYSTAL SPRINGS, GO WESTERLY
 EJ1933'ON U.S. HIGHWAY 270 FOR 4.15 MILES TO THE MONTGOMERY-GARLAND
 EJ1933'COUNTY LINE.  CONTINUE WESTERLY ON THE HIGHWAY FOR 6.1 MILES
 EJ1933'TO A CURVE AND THE AZIMUTH MARK ON THE RIGHT AT THE TOP
 EJ1933'OF A 12 FOOT CUTBANK.  CONTINUE WESTERLY ON THE HIGHWAY
 EJ1933'FOR 0.2 MILE TO THE STATION ON THE LEFT AT TOP OF RISE AND
 EJ1933'SOUTHWEST OF Y-INTERSECTION.
 EJ1933'
 EJ1933'THE STATION MARK, STAMPED SILVER 2 1956, IS A STANDARD BRONZE
 EJ1933'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 EJ1933'4 INCHES.  IT IS 128 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EJ1933'ABOUT 30 FEET SOUTH OF THE CLEARED AREA, AND ABOUT 15 FEET
 EJ1933'EAST OF THE CENTERLINE OF A DIM TRACK ROAD.
 EJ1933'
 EJ1933'REFERENCE MARK 1, STAMPED SILVER NO 1 1956, IS A STANDARD
 EJ1933'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 EJ1933'PROJECTS 3 INCHES.  IT IS 126 FEET SOUTH OF THE CENTERLINE
 EJ1933'OF THE HIGHWAY AND 25 FEET SOUTHWEST OF A 20-INCH OAK TREE.
 EJ1933'
 EJ1933'REFERENCE MARK 2, STAMPED SILVER NO 2 1956, IS A STANDARD
 EJ1933'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 EJ1933'PROJECTS 3 INCHES.  IT IS 55 FEET SOUTH OF THE CENTERLINE
 EJ1933'OF THE HIGHWAY AND 96 FEET WEST-SOUTHWEST OF A POWER POLE.
 EJ1933'
 EJ1933'THE AZIMUTH MARK, STAMPED SILVER 1956, IS A STANDARD BRONZE
 EJ1933'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 EJ1933'3 INCHES.  IT IS AT THE TOP OF A 12-FOOT CUTBANK, 39 FEET
 EJ1933'NORTH OF THE CENTERLINE OF THE HIGHWAY, 16.5 FEET WEST OF
 EJ1933'A TELEPHONE POLE, 4 FEET NORTH OF THE EDGE OF THE CUTBANK,
 EJ1933'AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 EJ1933'
 EJ1933'NOTE- STATION SILVER 2 WAS ESTABLISHED TO REPLACE STATION
 EJ1933'SILVER.  IT WAS FOUND NECESSARY TO MOVE STATION SILVER AFTER
 EJ1933'ITS OCCUPATION AS IT WAS IN THE WAY OF PROPOSED CONSTRUCTION.
 EJ1933'THE ORIGINAL REFERENCE MARKS AND THE AZIMUTH MARK WERE LEFT
 EJ1933'INTACT.  SMALL DOTTED ARROWS WERE CUT IN THE REFERENCE MARKS
 EJ1933'TO POINT TOWARD SILVER 2.
 EJ1933
 EJ1933                          STATION RECOVERY (1961)
 EJ1933
 EJ1933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ1933'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ1933'CONDITION.  THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK
 EJ1933'WERE RECOVERED AS DESCRIBED.  R.M. NO. 2 IS 62 FEET SOUTH
 EJ1933'OF THE CENTERLINE OF THE HIGHWAY, 42.7 FEET SOUTHEAST OF A
 EJ1933'POWERLINE POLE AND 32.5 FEET SOUTHEAST OF THE SOUTH POST
 EJ1933'FOR THE SIGN TWIN CREEK RECREATIONAL AREA.
 EJ1933'
 EJ1933'TO REACH THE STATION FROM MT. IDA, FROM THE JUNCTION OF U.S.
 EJ1933'HIGHWAY 270 AND STATE HIGHWAY 27, GO SOUTHEAST AND EAST ON
 EJ1933'U.S. 270 FOR 3.75 TO A STORE AND SERVICE STATION ON LEFT
 EJ1933'AT HURRICANE GROVE, CONTINUE EASTERLY ON U.S. 270 FOR 3.25
 EJ1933'MILES TO CONCRETE BRIDGE OVER TWIN CREEK, CONTINUE ON HIGHWAY
 EJ1933'FOR 1.3 MILES TO A REVERSE FORK ON LEFT NEAR TOP OF GRADE AND
 EJ1933'STATION IN EDGE OF WOODS ON RIGHT.
 EJ1933
 EJ1933                          STATION RECOVERY (1973)
 EJ1933
 EJ1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 EJ1933'THE STATION WAS VISITED 7-30-73 AND THE STATION MARK AND REFERENCE
 EJ1933'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND
 EJ1933'THE AZIMUTH MARK WERE FOUND DESTROYED.  THE STATION AND REFERENCE
 EJ1933'MARK NO. 1 WERE REQUESTED MOVED AT THIS DATE DUE TO THE EXCAVATION
 EJ1933'OF THE HILL FOR A COMMERICIAL SITE.  THE STATION WAS MOVED BY
 EJ1933'ESTABLISHING A NEW STATION SILVER 3 1973 70.451 METERS
 EJ1933'NORTH-NORTHEAST OF THE STATION.  THE STATION AND REFERENCE MARK NO. 1
 EJ1933'WERE DESTROYED AND THE DISKS RECLAIMED.  TWO NEW REFERENCE MARKS
 EJ1933'WERE ESTABLISHED FOR THE NEW STATION.  AN AZIMUTH MARK WAS NOT
 EJ1933'ESTABLISHED SINCE THERE WAS NO SUITABLE LOCATION.  A POLARIS
 EJ1933'OBSERVATIONS WAS TAKEN TO DETERMINE THE AZIMUTH BETWEEN
 EJ1933'SILVER 2 1956 AND SILVER 3 1973.  SEE DESCRIPTION FOR STATION
 EJ1933'SILVER 3 1973.
 EJ1933'
 EJ1933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES E. OF
 EJ1933'MT. IDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1936 ***********************************************************************
 EJ1936  DESIGNATION -  SILVER 3
 EJ1936  PID         -  EJ1936
 EJ1936  STATE/COUNTY-  AR/MONTGOMERY
 EJ1936  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1936
 EJ1936                         *CURRENT SURVEY CONTROL
 EJ1936  ___________________________________________________________________
 EJ1936* NAD 83(1997)-  34 32 12.55142(N)    093 29 53.04413(W)     ADJUSTED  
 EJ1936* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 EJ1936  ___________________________________________________________________
 EJ1936  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 EJ1936  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EJ1936
 EJ1936  HORZ ORDER  -  THIRD
 EJ1936
 EJ1936.The horizontal coordinates were established by classical geodetic methods
 EJ1936.and adjusted by the National Geodetic Survey in September 1999..
 EJ1936.No horizontal observational check was made to the station.
 EJ1936
 EJ1936.The orthometric height was scaled from a topographic map.
 EJ1936
 EJ1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1936
 EJ1936.The geoid height was determined by GEOID03.
 EJ1936
 EJ1936;                    North         East     Units Scale Factor Converg.
 EJ1936;SPC AR S     -   608,432.767   262,488.844   MT  0.99995681   -0 50 18.4
 EJ1936;SPC AR S     - 1,996,166.50    861,182.15   sFT  0.99995681   -0 50 18.4
 EJ1936;UTM  15      - 3,821,792.730   454,295.663   MT  0.99962575   -0 16 56.6
 EJ1936
 EJ1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1936!SPC AR S     -   0.99997099  x   0.99995681  =   0.99992780
 EJ1936!UTM  15      -   0.99997099  x   0.99962575  =   0.99959675
 EJ1936
 EJ1936|---------------------------------------------------------------------|
 EJ1936| PID    Reference Object                     Distance      Geod. Az  |
 EJ1936|                                                           dddmmss.s |
 EJ1936| CX6254 SILVER 3 AZ MK                                     10806     |
 EJ1936| CX6255 SILVER 3 RM 3                        10.286 METERS 14704     |
 EJ1936| EJ1933 SILVER 2                             70.449 METERS 22006     |
 EJ1936| CX6252 SILVER RM 1                          75.056 METERS 22323     |
 EJ1936| CX6256 SILVER 3 RM 4                        16.603 METERS 27705     |
 EJ1936|---------------------------------------------------------------------|
 EJ1936
 EJ1936                          SUPERSEDED SURVEY CONTROL
 EJ1936
 EJ1936  NAD 83(1997)-  34 32 12.56093(N)    093 29 53.03859(W) AD(       ) 3
 EJ1936  NAD 83(1986)-  34 32 12.56146(N)    093 29 53.03624(W) AD(       ) 3
 EJ1936  NAD 27      -  34 32 12.23080(N)    093 29 52.35057(W) AD(       ) 3
 EJ1936
 EJ1936.Superseded values are not recommended for survey control.
 EJ1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1936.See file dsdata.txt to determine how the superseded data were derived.
 EJ1936
 EJ1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5429621793(NAD 83)
 EJ1936_MARKER: DS = TRIANGULATION STATION DISK
 EJ1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1936+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 EJ1936
 EJ1936  HISTORY     - Date     Condition        Report By
 EJ1936  HISTORY     - 1973     MONUMENTED       NGS
 EJ1936  HISTORY     - 1976     GOOD             NGS
 EJ1936  HISTORY     - 20041117 GOOD             INDIV
 EJ1936
 EJ1936                          STATION DESCRIPTION
 EJ1936
 EJ1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 EJ1936'SILVER 2 1956 AND RM 1 DESTROYED AFTER OBSERVATIONS.
 EJ1936'
 EJ1936'THE STATION IS LOCATED ABOUT 9.0 MILES WEST OF CRYSTAL SPRINGS
 EJ1936'AND 8.0 MILES EAST OF MT. IDA, ON PROPERTY OWNED BY MRS COVINGTON,
 EJ1936'ON THE TOP OF A HILL, 67.5 FEET NORTH OF THE CENTER OF U.S.
 EJ1936'HIGHWAY 270, 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EJ1936'MRS COVINGTONS HOUSE, 36 FEET EAST OF THE PROJECTED PLANE OF THE
 EJ1936'EAST WALL OF THE HOUSE, 36 FEET NORTH-NORTHWEST OF A TELEPHONE
 EJ1936'POLE, 55 FEET EAST OF THE SOUTHEAST CORNER OF A FENCE AROUND A ROCK
 EJ1936'DISPLAY AND 140 FEET NORTHEAST OF THE INTERSECTION OF THE
 EJ1936'CENTERLINES OF THE ROADS AT A FORK.  IT IS STAMPED SILVER 3
 EJ1936'1973 FLUSH WITH THE GROUND.
 EJ1936'
 EJ1936'REFERENCE MARK NO. 3 IS 33.79 FEET SOUTHEAST OF THE STATION.  IT IS
 EJ1936'43 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 270, 2.5 FEET NNW OF A
 EJ1936'TELEPHONE POLE AND JUNCTION BOX, 90 FEET SOUTHEAST OF THE SOUTHEAST
 EJ1936'CORNER OF THE HOUSE, 51 FEET EAST OF THE PROJECTED PLANE OF THE
 EJ1936'EAST WALL OF THE HOUSE AND 1 FOOT NORTHWEST OF A METAL WITNESS
 EJ1936'POST.  IT IS STAMPED SILVER 3 NO 3 1973, FLUSH WITH THE GROUND.
 EJ1936'
 EJ1936'REFERENCE MARK NO. 4 IS 54.48 FEET WEST OF THE STATION, 68 FEET
 EJ1936'NORTH OF THE CENTER OF U.S. HIGHWAY 270, 33 FEET SOUTH OF THE
 EJ1936'SOUTHWEST CORNER OF MRS COVINGTONS HOUSE, 2 FEET EAST OF THE
 EJ1936'PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 48 FEET NORTH OF
 EJ1936'THE CENTER OF THE TELEPHONE LINE AND 1 FOOT SOUTHEAST OF THE
 EJ1936'SOUTHEAST CORNER OF A FENCE.  IT IS STAMPED SILVER 3 NO 4
 EJ1936'1973, FLUSH WITH THE GROUND.
 EJ1936'
 EJ1936'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION SINCE NO SUITABLE
 EJ1936'LOCATION WAS FOUND.
 EJ1936'
 EJ1936'TO REACH THE STATION FROM MT. IDA, AT THE JUNCTION OF U.S.
 EJ1936'HIGHWAY 270 AND STATE HIGHWAY 27, GO SOUTHEAST AND EAST ON U.S.
 EJ1936'HIGHWAY 270 FOR 7.0 MILES TO THE CONCRETE BRIDGE OVER TWIN CREEK,
 EJ1936'CONTINUE EAST FOR 1.3 MILE TO THE TOP OF THE HILL AND THE STATION
 EJ1936'ON THE LEFT.
 EJ1936
 EJ1936                          STATION RECOVERY (1976)
 EJ1936
 EJ1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 EJ1936'THE STATION WAS VISITED 4-7-76 AND THE STATION MARK, REFERENCE MARKS
 EJ1936'NO 3 AND NO 4 WERE RECOVERED IN GOOD CONDITION.  A NEW AZIMUTH
 EJ1936'MARK WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 EJ1936'
 EJ1936'THE STATION IS LOCATED ABOUT 9 MILES WEST OF CRYSTAL SPRINGS AND
 EJ1936'8 MILES EAST OF MT. IDA ON PROPERTY OF MRS. COVINGTON.
 EJ1936'
 EJ1936'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE HIGHWAY
 EJ1936'27 IN MT. IDA, GO SOUTHEAST AND EAST ON U.S. HIGHWAY 270 FOR 7.0
 EJ1936'MILES TO CONCRETE BRIDGE OVER TWIN CREEK, CONTINUE EAST ON HIGHWAY
 EJ1936'270 FOR 1.3 MILES TO TOP OF HILL AND STATION ON THE LEFT.
 EJ1936'
 EJ1936'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 EJ1936'SILVER 3 1973, SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 EJ1936'GROUND.  IT IS 67.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 EJ1936'270, 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MRS. COVINGTONS
 EJ1936'HOUSE, 36 FEET EAST OF PROJECTED PLANE OF EAST WALL OF HOUSE, 36
 EJ1936'FEET NORTH-NORTHWEST OF POWER POLE.
 EJ1936'
 EJ1936'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 EJ1936'SILVER 3 NO 3 1973, SET IN TOP OF A ROUND CONCRETE POST FLUSH
 EJ1936'WITH THE GROUND.  IT IS 43 FEET NORTH OF THE CENTER OF HIGHWAY,
 EJ1936'2.5 FEET NORTH-NORTHWEST OF A TELEPHONE POLE AND JUNCTION BOX,
 EJ1936'90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 1 FOOT
 EJ1936'NORTHWEST OF METAL WITNESS POST AND SIGN.
 EJ1936'
 EJ1936'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 EJ1936'SILVER 3 NO 4 1973, SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH
 EJ1936'THE GROUND.  IT IS 68 FEET NORTH OF THE CENTER OF HIGHWAY, 33
 EJ1936'FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE, 2 FEET EAST OF
 EJ1936'PROJECTED PLANE OF WEST WALL OF HOUSE, 0.5 FOOT SOUTH OF FENCE
 EJ1936'AROUND ROCK DISPLAY.
 EJ1936'
 EJ1936'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED SILVER 3
 EJ1936'1976 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 EJ1936'IT IS 0.1 MILE EAST-SOUTHEAST OF THE STATION, 40 FEET SOUTH OF THE
 EJ1936'CENTER OF U.S. HIGHWAY 270, 54 FEET EAST OF THE EAST END OF
 EJ1936'CONCRETE CULVERT, 2.0 FEET NORTHEAST OF A POWERPOLE AND 1.0 FOOT
 EJ1936'WEST OF A METAL WITNESS POST AND SIGN.
 EJ1936'
 EJ1936'TO REACH AZIMUTH MARK FROM STATION GO EAST ON U.S. HIGHWAY 270 FOR
 EJ1936'0.1 MILE TO MARK ON RIGHT.
 EJ1936'
 EJ1936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES EAST OF
 EJ1936'MT. IDA.
 EJ1936
 EJ1936                          STATION RECOVERY (2004)
 EJ1936
 EJ1936'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (ERS)
 EJ1936'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1457 ***********************************************************************
 DL1457  DESIGNATION -  SIMPKINS
 DL1457  PID         -  DL1457
 DL1457  STATE/COUNTY-  AR/PIKE
 DL1457  USGS QUAD   -  PINEY GROVE (1970)
 DL1457
 DL1457                         *CURRENT SURVEY CONTROL
 DL1457  ___________________________________________________________________
 DL1457* NAD 83(1997)-  33 57 57.56999(N)    093 26 54.88533(W)     ADJUSTED  
 DL1457* NAVD 88     -       110.8    (meters)     364.     (feet)  VERTCON   
 DL1457  ___________________________________________________________________
 DL1457  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DL1457  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DL1457
 DL1457  HORZ ORDER  -  THIRD
 DL1457
 DL1457.The horizontal coordinates were established by classical geodetic methods
 DL1457.and adjusted by the National Geodetic Survey in September 1999..
 DL1457
 DL1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1457
 DL1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1457
 DL1457.The geoid height was determined by GEOID03.
 DL1457
 DL1457;                    North         East     Units Scale Factor Converg.
 DL1457;SPC AR S     -   545,057.954   266,135.295   MT  0.99991918   -0 48 38.7
 DL1457;SPC AR S     - 1,788,244.30    873,145.55   sFT  0.99991918   -0 48 38.7
 DL1457;UTM  15      - 3,758,475.849   458,558.016   MT  0.99962117   -0 15 02.3
 DL1457
 DL1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1457!SPC AR S     -   0.99998685  x   0.99991918  =   0.99990603
 DL1457!UTM  15      -   0.99998685  x   0.99962117  =   0.99960803
 DL1457
 DL1457|---------------------------------------------------------------------|
 DL1457| PID    Reference Object                     Distance      Geod. Az  |
 DL1457|                                                           dddmmss.s |
 DL1457| CX6262 SIMPKINS RM 1                        27.466 METERS 21605     |
 DL1457| CX6263 SIMPKINS RM 2                        27.500 METERS 28613     |
 DL1457| CX6261 SIMPKINS AZ MK                                     3242134.9 |
 DL1457|---------------------------------------------------------------------|
 DL1457
 DL1457                          SUPERSEDED SURVEY CONTROL
 DL1457
 DL1457  NAD 83(1997)-  33 57 57.57855(N)    093 26 54.87855(W) AD(       ) 3
 DL1457  NAD 83(1986)-  33 57 57.57939(N)    093 26 54.87609(W) AD(       ) 3
 DL1457  NAD 27      -  33 57 57.20210(N)    093 26 54.24090(W) AD(       ) 3
 DL1457  NGVD 29 (07/19/86)  110.8    (m)          364.     (f) VERT ANG       
 DL1457
 DL1457.Superseded values are not recommended for survey control.
 DL1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1457.See file dsdata.txt to determine how the superseded data were derived.
 DL1457
 DL1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5855858476(NAD 83)
 DL1457_MARKER: DS = TRIANGULATION STATION DISK
 DL1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1457
 DL1457  HISTORY     - Date     Condition        Report By
 DL1457  HISTORY     - 1957     MONUMENTED       CGS
 DL1457  HISTORY     - 1962     GOOD             CGS
 DL1457  HISTORY     - 1969     GOOD             CGS
 DL1457
 DL1457                          STATION DESCRIPTION
 DL1457
 DL1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1457'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF PRESCOTT
 DL1457'AND ABOUT 6 MILES SOUTH-SOUTHEAST OF DELIGHT ON THE ROAD
 DL1457'RIGHT-OF-WAY, 50 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 19,
 DL1457'45 FEET SOUTHEAST OF A TELEPHONE POLE, 28 FEET WEST OF A
 DL1457'NORTH-SOUTH FENCE AND 4 FEET NORTHEAST OF A WITNESS POST.  THE
 DL1457'MARK IS STAMPED SIMPKINS 1957 AND PROJECTS 5 INCHES.
 DL1457'
 DL1457'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 24 FEET
 DL1457'SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTHEAST OF A
 DL1457'FENCE CORNER.  IT IS STAMPED SIMPKINS NO 1 1957 AND PROJECTS
 DL1457'5 INCHES.
 DL1457'
 DL1457'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, JUST NORTHEAST
 DL1457'OF A FARM YARD, 27 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY
 DL1457'AND 1 FOOT NORTH OF A FENCE CORNER.  IT IS STAMPED SIMPKINS NO
 DL1457'2 1957 AND PROJECTS 6 INCHES.
 DL1457'
 DL1457'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 103.5 FEET.
 DL1457'
 DL1457'THE AZIMUTH MARK IS 75 FEET EAST OF A ROAD FORK, 75 FEET
 DL1457'NORTHEAST OF THE CENTER OF STATE HIGHWAY 19 AND 15 FEET SOUTH
 DL1457'OF THE CENTER OF AN EAST-WEST ROAD.  IT IS STAMPED SIMPKINS 1957
 DL1457'AND PROJECTS 3 INCHES.
 DL1457'
 DL1457'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 DL1457'STATE HIGHWAY 19, JUST NORTH OF THE RAILROAD STATION IS PRESCOTT,
 DL1457'GO WEST AND NORTHWEST ON STATE HIGHWAY 19 FOR 7.8 MILES TO
 DL1457'A SIDE ROAD RIGHT AND END OF PAVEMENT, CONTINUE NORTHWEST ON
 DL1457'HIGHWAY FOR 4.6 MILES TO THE TOP OF A HILL AND STATION ON RIGHT
 DL1457'AS DESCRIBED.  CONTINUE NORTHWEST FOR 0.25 MILE TO AZIMUTH MARK
 DL1457'ON RIGHT AS DESCRIBED.
 DL1457'
 DL1457'HEIGHT OF LIGHT ABOVE STATION MARK 22.03 METERS.
 DL1457
 DL1457                          STATION RECOVERY (1962)
 DL1457
 DL1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DL1457'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 DL1457'STATION IS ABOUT 0.8 MILE NORTH OF THE CENTER OF A CONCRETE
 DL1457'BRIDGE OVER THE LITTLE MISSOURI RIVER.  THE HIGHWAY HAS BEEN
 DL1457'CHANGED IN THE AREA AND NOW PASSES TO THE EAST OF THE STATION.
 DL1457'THE STATION MARK IS ON THE WEST BANK OF THE HIGHWAY, DIRECTLY
 DL1457'IN FRONT OF AN UNPAINTED FARMHOUSE, ABOUT 50 FEET NORTHEAST OF
 DL1457'THE CENTERLINE OF THE OLD HIGHWAY AND 24 FEET WEST OF THE WEST
 DL1457'ROAD BANK.  THE REFERENCE MARKS ARE AT THE NORTHEAST AND
 DL1457'SOUTHEAST CORNERS OF THE FRONT YARD OF FARMHOUSE.  THE AZIMUTH
 DL1457'MARK RECOVERED AS DESCRIBED AND IS 3-1/2 FEET EAST OF A
 DL1457'SMALL CEDAR TREE.
 DL1457'
 DL1457'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1457'RECOVERY.
 DL1457
 DL1457                          STATION RECOVERY (1969)
 DL1457
 DL1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JDS)
 DL1457'ALL SURFACE MARKS WERE RECOVERED AS DESCRIBED.  DISTANCES AND
 DL1457'DIRECTIONS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE ENOUGH
 DL1457'FOR RECOVERY.
 DL1457'
 DL1457'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1816 ***********************************************************************
 EJ1816  DESIGNATION -  SIMPSON
 EJ1816  PID         -  EJ1816
 EJ1816  STATE/COUNTY-  AR/GRANT
 EJ1816  USGS QUAD   -  CANE CREEK (1984)
 EJ1816
 EJ1816                         *CURRENT SURVEY CONTROL
 EJ1816  ___________________________________________________________________
 EJ1816* NAD 83(1997)-  34 29 01.74445(N)    092 21 05.23081(W)     ADJUSTED  
 EJ1816* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 EJ1816  ___________________________________________________________________
 EJ1816  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 EJ1816  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EJ1816
 EJ1816  HORZ ORDER  -  SECOND
 EJ1816
 EJ1816.The horizontal coordinates were established by classical geodetic methods
 EJ1816.and adjusted by the National Geodetic Survey in September 1999..
 EJ1816
 EJ1816.The orthometric height was scaled from a topographic map.
 EJ1816
 EJ1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1816
 EJ1816.The geoid height was determined by GEOID03.
 EJ1816
 EJ1816;                    North         East     Units Scale Factor Converg.
 EJ1816;SPC AR S     -   601,602.694   367,718.033   MT  0.99994914   -0 11 48.1
 EJ1816;SPC AR S     - 1,973,758.17  1,206,421.58   sFT  0.99994914   -0 11 48.1
 EJ1816;UTM  15      - 3,815,993.691   559,550.681   MT  0.99964371   +0 22 01.9
 EJ1816
 EJ1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1816!SPC AR S     -   0.99998528  x   0.99994914  =   0.99993442
 EJ1816!UTM  15      -   0.99998528  x   0.99964371  =   0.99962900
 EJ1816
 EJ1816:                Primary Azimuth Mark                     Grid Az
 EJ1816:SPC AR S     -  MARY LAKE CARMELITE MONASTR TK           008 43 42.3
 EJ1816:UTM  15      -  MARY LAKE CARMELITE MONASTR TK           008 09 52.3
 EJ1816
 EJ1816|---------------------------------------------------------------------|
 EJ1816| PID    Reference Object                     Distance      Geod. Az  |
 EJ1816|                                                           dddmmss.s |
 EJ1816| EJ1719 MARY LAKE CARMELITE MONASTR TK      APPROX. 6.1 KM 0083154.2 |
 EJ1816| EJ1690 WRIGHTSVILLE RAD KAAY CEN MAST      APPROX.17.4 KM 0415723.7 |
 EJ1816| CY6474 SIMPSON RM 1                         29.506 METERS 09219     |
 EJ1816| EJ1785 REDFIELD MUNICIPAL TANK             APPROX.16.1 KM 1044031.8 |
 EJ1816| EJ1817 ARKANSAS FORESTRY COMM LOT 71        18.320 METERS 10856     |
 EJ1816| CY6476 SIMPSON RM 3                                       1870755.8 |
 EJ1816| CY6475 SIMPSON RM 2                         29.521 METERS 20021     |
 EJ1816| EJ1728 ALEXANDER                           APPROX.16.9 KM 3322128.0 |
 EJ1816|---------------------------------------------------------------------|
 EJ1816
 EJ1816                          SUPERSEDED SURVEY CONTROL
 EJ1816
 EJ1816  NAD 83(1986)-  34 29 01.75467(N)    092 21 05.22200(W) AD(       ) 2
 EJ1816  NAD 27      -  34 29 01.41420(N)    092 21 04.66860(W) AD(       ) 2
 EJ1816
 EJ1816.Superseded values are not recommended for survey control.
 EJ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1816.See file dsdata.txt to determine how the superseded data were derived.
 EJ1816
 EJ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5955115994(NAD 83)
 EJ1816_MARKER: DS = TRIANGULATION STATION DISK
 EJ1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1816
 EJ1816  HISTORY     - Date     Condition        Report By
 EJ1816  HISTORY     - 1964     MONUMENTED       CGS
 EJ1816  HISTORY     - 19690217 GOOD             USGS
 EJ1816
 EJ1816                          STATION DESCRIPTION
 EJ1816
 EJ1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1816'THE STATION IS ABOUT 12-1/2 MILES NORTH AND 3 MILES EAST OF
 EJ1816'SHERIDAN, 0.2 MILE WEST OF U.S. HIGHWAY 167, 60 FEET WEST OF
 EJ1816'LOOKOUT TOWER NO. 71 (AFC) AND ON STATE PROPERTY.  IT IS
 EJ1816'47 FEET WEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 48
 EJ1816'FEET NORTHEAST OF A TELEPHONE POLE AND 63 FEET EAST OF THE
 EJ1816'CENTERLINE OF A PAVED ROAD (OLD HIGHWAY 167).  THE MONUMENT
 EJ1816'IS FLUSH AND THE DISK IS STAMPED SIMPSON 1964.
 EJ1816'
 EJ1816'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 167 AND 270
 EJ1816'IN SHERIDAN, GO NORTH ON HIGHWAY 167 FOR 8.6 MILES TO A
 EJ1816'CONCRETE BRIDGE ACROSS HURRICANE CREEK.  CONTINUE NORTH ON
 EJ1816'HIGHWAY 167 FOR 3.9 MILES TO A CROSSROAD.  TURN LEFT AND GO
 EJ1816'WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD (OLD
 EJ1816'HIGHWAY 167).  TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR
 EJ1816'0.05 MILE TO THE STATION ON THE RIGHT.
 EJ1816'
 EJ1816'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON THE
 EJ1816'PAVED ROAD (OLD HIGHWAY 167) FOR 0.15 MILE TO THE MARK ON
 EJ1816'THE RIGHT.
 EJ1816'
 EJ1816'REFERENCE MARK 1 IS 29 FEET EAST OF THE NORTHEAST LEG OF THE
 EJ1816'LOOKOUT TOWER, 34 FEET SOUTHWEST OF A 12 INCH PINE TREE AND 38
 EJ1816'FEET WEST OF A TRIPLE TRUNK GUM TREE.  THE MONUMENT IS FLUSH
 EJ1816'AND THE DISK IS STAMPED SIMPSON NO 1 1964.
 EJ1816'
 EJ1816'REFERENCE MARK 2 IS 6 FEET SOUTHEAST OF A WITNESS POST AND A
 EJ1816'POWER POLE, 30 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 EJ1816'DRIVEWAY AND 32 FEET EAST OF THE CENTERLINE OF THE PAVED
 EJ1816'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SIMPSON
 EJ1816'NO 2 1964.
 EJ1816'
 EJ1816'REFERENCE MARK 3 IS 2 FEET NORTH OF A WITNESS POST, 4 FEET
 EJ1816'NORTH OF A MAIL BOX, 12 FEET WEST OF THE CENTERLINE OF THE
 EJ1816'PAVED ROAD AND 32 FEET EAST OF A 24 INCH PINE TREE.  THE
 EJ1816'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED SIMPSON NO
 EJ1816'3 1964.
 EJ1816'
 EJ1816'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ1816
 EJ1816                          STATION RECOVERY (1969)
 EJ1816
 EJ1816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2134 ***********************************************************************
 EH2134  DESIGNATION -  SISEMORE RESET
 EH2134  PID         -  EH2134
 EH2134  STATE/COUNTY-  AR/LONOKE
 EH2134  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2134
 EH2134                         *CURRENT SURVEY CONTROL
 EH2134  ___________________________________________________________________
 EH2134* NAD 83(1997)-  34 47 01.23905(N)    091 50 30.56432(W)     ADJUSTED  
 EH2134* NAVD 88     -        71.697  (meters)     235.23   (feet)  ADJUSTED  
 EH2134  ___________________________________________________________________
 EH2134  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 EH2134  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2134  DYNAMIC HT  -          71.630 (meters)     235.01  (feet)  COMP
 EH2134  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 EH2134
 EH2134  HORZ ORDER  -  FIRST
 EH2134  VERT ORDER  -  FIRST     CLASS II
 EH2134
 EH2134.The horizontal coordinates were established by classical geodetic methods
 EH2134.and adjusted by the National Geodetic Survey in September 1999..
 EH2134
 EH2134.The orthometric height was determined by differential leveling
 EH2134.and adjusted by the National Geodetic Survey in June 1991..
 EH2134
 EH2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2134
 EH2134.The geoid height was determined by GEOID03.
 EH2134
 EH2134.The dynamic height is computed by dividing the NAVD 88
 EH2134.geopotential number by the normal gravity value computed on the
 EH2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2134.degrees latitude (g = 980.6199 gals.).
 EH2134
 EH2134.The modeled gravity was interpolated from observed gravity values.
 EH2134
 EH2134;                    North         East     Units Scale Factor Converg.
 EH2134;SPC AR S     -   634,822.198   414,477.599   MT  1.00000384   +0 05 18.7
 EH2134;SPC AR S     - 2,082,745.83  1,359,831.92   sFT  1.00000384   +0 05 18.7
 EH2134;UTM  15      - 3,849,665.180   605,965.453   MT  0.99973839   +0 39 38.8
 EH2134
 EH2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2134!SPC AR S     -   0.99999295  x   1.00000384  =   0.99999679
 EH2134!UTM  15      -   0.99999295  x   0.99973839  =   0.99973134
 EH2134
 EH2134|---------------------------------------------------------------------|
 EH2134| PID    Reference Object                     Distance      Geod. Az  |
 EH2134|                                                           dddmmss.s |
 EH2134| EH2137 SISEMORE RM 2                        25.408 METERS 07759     |
 EH2134| EH2113 LONOKE W BASE                       APPROX. 5.0 KM 2705121.1 |
 EH2134| CY5426 CHY ON E END GROVER HICKS HO                       32421     |
 EH2134| EH2135 SISEMORE RM 3                        30.948 METERS 33531     |
 EH2134| CY6477 SISEMORE RM                           6.995 METERS 34341     |
 EH2134| EH2136 SISEMORE RM 4                         6.002 METERS 35245     |
 EH2134|---------------------------------------------------------------------|
 EH2134
 EH2134                          SUPERSEDED SURVEY CONTROL
 EH2134
 EH2134  NAD 83(1986)-  34 47 01.24336(N)    091 50 30.55755(W) AD(       ) 1
 EH2134  NAD 27      -  34 47 00.91800(N)    091 50 30.06200(W) AD(       ) 1
 EH2134  NGVD 29 (??/??/??)   71.710  (m)          235.27   (f) ADJUSTED    1 2
 EH2134
 EH2134.Superseded values are not recommended for survey control.
 EH2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2134.See file dsdata.txt to determine how the superseded data were derived.
 EH2134
 EH2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0596549665(NAD 83)
 EH2134_MARKER: DS = TRIANGULATION STATION DISK
 EH2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2134_STAMPING: SISEMORE 1916 1920
 EH2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2134+STABILITY: SURFACE MOTION
 EH2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2134+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2134
 EH2134  HISTORY     - Date     Condition        Report By
 EH2134  HISTORY     - 1935     MONUMENTED       CGS
 EH2134  HISTORY     - 1938     GOOD             CGS
 EH2134  HISTORY     - 1940     GOOD             CGS
 EH2134  HISTORY     - 1954     GOOD             CGS
 EH2134  HISTORY     - 1967     GOOD             CGS
 EH2134  HISTORY     - 1967     GOOD             CGS
 EH2134  HISTORY     - 20030610 GOOD             USACE
 EH2134
 EH2134                          STATION DESCRIPTION
 EH2134
 EH2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH2134'SURFACE MARK FOUND IN DRAINAGE DITCH.  UNDERGROUND MARK RECOVERED
 EH2134'IN GOOD CONDITION IN ORIGINAL POSITION, WHICH WAS IDENTIFIED
 EH2134'BY DISTANCE TO RECOVERED REFERENCE MARK.
 EH2134'
 EH2134'THE UNDERGROUND MARK WAS RESET ABOUT 3 FEET BELOW GROUND
 EH2134'SURFACE IN A MASS OF CONCRETE, THEN THE OLD SURFACE MARK
 EH2134'WAS RESET OVER IT, WITH A LAYER OF GRAVEL 6 INCHES THICK
 EH2134'BETWEEN MARKS.
 EH2134'
 EH2134'THE SURFACE MARK WAS SET IN A CONCRETE MASS OF ABOUT 3 BY 3
 EH2134'FEET AND 30 INCHES DEEP, MOST OF THE REINFORCEMENT WAS LOCATED
 EH2134'ON THE N SIDE OF MARK IN THE SOLID GROUND TO PREVENT IT
 EH2134'FROM TOPPLING OVER BANK TO THE S.
 EH2134'
 EH2134'REFERENCE MARK (1916) RECOVERED IN GOOD CONDITION ON N FENCE
 EH2134'LINE, 7.005 METERS/22.97 FEET) FROM STATION, N 16 DEG
 EH2134'17 MIN 08 SEC W.
 EH2134'
 EH2134'REFERENCE MARK NO.2 (1935) IS A STANDARD BRONZE DISK SET
 EH2134'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 3 FEET S OF N
 EH2134'FENCE LINE 72 FEET E OF 7TH TELEGRAPH POLE W OF MILEPOST
 EH2134'108, 25.434 METERS (83.44 FEET) FROM STATION,
 EH2134'N 78 DEG 00 MIN 50 SEC E.  REFERENCE MARK NO.2 TO REFERENCE MARK
 EH2134'NO.1 IS 26.885 METERS (88.19 FEET), N 86 DEG 56 MIN W.
 EH2134
 EH2134                          STATION RECOVERY (1938)
 EH2134
 EH2134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CWC)
 EH2134'STATION AND TWO REFERENCE MARKS RECOVERED.  THE PRESENT
 EH2134'DESCRIPTION OF THEM FOLLOWS.
 EH2134'
 EH2134'THE CONDITION OF THE STATION IS THE SAME AS REPORTED BY
 EH2134'E.R. MARTIN IN 1935.  IT IS NOW SOLID IN GROUND AND APPARENTLY
 EH2134'UNDISTURBED.
 EH2134'
 EH2134'THE STATION IS ABOUT 3-1/4 MILES W OF LONOKE,
 EH2134'19-1/2 POLES E OF A ROAD CROSSING AT SISEMORE, ON THE RIGHT-OF-WAY
 EH2134'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 18 FEET SW
 EH2134'OF POLE 108 PLUS 07, 26.7 FEET N OF THE N RAIL, 21 FEET
 EH2134'S OF THE RIGHT-OF-WAY FENCE, AT THE TOP OF A 10-FOOT DITCH
 EH2134'BANK, ON THE SLOPE OF THE BANK, AND ABOUT 6 FEET HIGHER
 EH2134'THAN THE TRACK.  THE MARK IS FLUSH ON THE N SIDE AND IS
 EH2134'EXPOSED ABOUT 25 INCHES ON THE S SIDE.  THE DISK (STAMPED
 EH2134'SISEMORE 1919 1920 (NOT 1916 1920).
 EH2134'
 EH2134'REFERENCE MARK NO.1 IS IN GOOD CONDITION.  IT
 EH2134'IS 22.94 FEET (HORIZONTAL DISTANCE) NNW OF THE STATION, 20
 EH2134'FEET NW OF POLE 108 PLUS 07, 48.4 FEET N OF THE N RAIL, AND
 EH2134'1 FOOT N OF THE RIGHT-OF-WAY FENCE.  THE MARK IS 2 INCHES
 EH2134'BELOW GROUND.  THE DISK IS STAMPED REFERENCE MARK NO.1 1916
 EH2134'1920.
 EH2134'
 EH2134'REFERENCE MARK NO.2 IS IN GOOD CONDITION.  IT IS
 EH2134'83.31 FEET (HORIZONTAL DISTANCE) ENE OF THE STATION, 88.10
 EH2134'FEET (HORIZONTAL DISTANCE) E OF REFERENCE MARK NO.1, 70
 EH2134'FEET E OF POLE 108 PLUS 07,44.9 FEET N OF THE N RAIL, AND
 EH2134'2 FEET S OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 3
 EH2134'INCHES ABOVE GROUND.  THE DISK IS STAMPED SISEMORE R.M.NO.2
 EH2134'1916 1920.
 EH2134'
 EH2134'THE ROAD CROSSING TO THE E OF THE STATION IS NO LONGER IN
 EH2134'EXISTENCE.  THERE ARE FAINT SIGNS OF A FORMER ROAD ON EITHER
 EH2134'SIDE OF THE TRACK BUT IT DOESNT CROSS THE TRACK.
 EH2134
 EH2134                          STATION RECOVERY (1940)
 EH2134
 EH2134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2134'STATION AND REFERENCE MARK NO 2 RECOVERED AS DESCRIBED BY
 EH2134'E.R.M. IN 1935.  BOTH MARKS WERE SOLID IN THE GROUND.  TWO
 EH2134'NEW REFERENCE MARKS WERE SET.
 EH2134'
 EH2134'REFERENCE MARK NO.3 A STANDARD BRONZE DISK SET IN A SQUARE
 EH2134'CONCRETE MONUMENT, IS 75 FEET N OF THE N RIGHT-OF-WAY FENCE
 EH2134'AND 3 FEET S OF AN E-W FENCE LINE, IN THE TIMBER, 52 FEET
 EH2134'E OF A 24-INCH OAK TREE.  THE MARK PROJECTS 6 INCHES AND
 EH2134'IS STAMPED SISEMORE NO.3 1916,1940.  IT IS 1 METER LOWER THAN
 EH2134'THE STATION.
 EH2134'
 EH2134'REFERENCE MARK NO.4 A STANDARD BRONZE DISK SET IN A SQUARE
 EH2134'CONCRETE MONUMENT, IS ON THE N SIDE OF THE TRACK, 1.5 FEET
 EH2134'S OF THE RIGHT-OF-WAY FENCE AND 1 METER LOWER THAN THE STATION.
 EH2134'IT PROJECTS 6 INCHES AND IS STAMPED SISEMORE NO.4, 1916,1940.
 EH2134'
 EH2134'TO REACH FROM LONOKE RAILWAY STATION, FOLLOW U.S. HIGHWAY
 EH2134'70 E FOR 2.85 MILES TO SISEMORE, THENCE N ON DIRT ROAD ABOUT
 EH2134'0.1 MILE TO RAILROAD CROSSING, THENCE E ON FIELD ROAD ALONG
 EH2134'N SIDE OF RAILROAD 0.4 MILE TO AN OLD CONCRETE CELLAR ON LEFT,
 EH2134'THENCE BEAR OFF SE THROUGH WOODS ABOUT 200 YARDS TO STATION.
 EH2134
 EH2134                          STATION RECOVERY (1954)
 EH2134
 EH2134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH2134'3.45 MI. E ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2134'FROM THE STATION AT LONOKE, 0.1 MI. E OF THE W SIDE OF A
 EH2134'GROVE OF TREES, 26.7 FT. N OF THE N RAIL, 21 FT. S OF A FENCE,
 EH2134'3 FT. E OF A WITNESS POST, AND 6 FT. ABOVE THE TOP OF THE
 EH2134'RAILS.  A TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 EH2134'CONCRETE POST WHICH PROJECTS 0.6 FT. ABOVE THE GROUND, AND
 EH2134'STAMPED SISEMORE 1919 1920.
 EH2134'
 EH2134'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 EH2134'
 EH2134'REFERENCE MARK 2 IS 83.3 FT. NE OF THE STATION, 44.8 FT.
 EH2134'N OF THE N RAIL, AND 2 FT. S OF A FENCE.  A REFERENCE-MARK
 EH2134'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 EH2134'FT. ABOVE THE GROUND, AND STAMPED SISEMORE RM 2 1916 1920.
 EH2134'
 EH2134'REFERENCE MARK 3 IS 101.5 FT. NW OF THE STATION, 75 FT. N
 EH2134'OF A FENCE, AND 52 FT. E OF A 26-IN. OAK TREE.  A REFERENCE-MARK
 EH2134'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 EH2134'FT. ABOVE THE GROUND, AND STAMPED SISEMORE NO 3 1916 1940.
 EH2134'
 EH2134'REFERENCE MARK 4 IS 19.6 FT. N OF THE STATION, 44.4 FT.
 EH2134'N OF THE N RAIL, AND 1.5 FT. S OF A FENCE.  A REFERENCE-MARK
 EH2134'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 EH2134'FT. ABOVE THE GROUND, AND STAMPED SISEMORE NO 4 1916 1940.
 EH2134
 EH2134                          STATION RECOVERY (1967)
 EH2134
 EH2134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH2134'STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED BY
 EH2134'H.D. REED IN 1954.
 EH2134'
 EH2134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.45 MILES EAST OF
 EH2134'LONOKE.
 EH2134
 EH2134                          STATION RECOVERY (1967)
 EH2134
 EH2134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2134'3.45 MI E FROM LONOKE.
 EH2134'IT IS 3.45 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2134'RAILROAD FROM THE STATION IN LONOKE, 0.1 MILE EAST OF THE WEST EDGE OF
 EH2134'A GROVE OF TREES, 26.7 FEET NORTH OF THE NORTH RAIL, 21 FEET SOUTH OF
 EH2134'A FENCE, 3 FEET EAST OF A WITNESS POST, 6 FEET ABOVE THE TOP OF THE
 EH2134'RAILS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EH2134'NOTE-- STAMPING DIFFERS FROM EARLIER REPORTS OF SISEMORE 1919-1920.
 EH2134
 EH2134                          STATION RECOVERY (2003)
 EH2134
 EH2134'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2134'DISK DIFFICULT TO READ.  RAILROAD ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2137 ***********************************************************************
 EH2137  DESIGNATION -  SISEMORE RM 2
 EH2137  PID         -  EH2137
 EH2137  STATE/COUNTY-  AR/LONOKE
 EH2137  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2137
 EH2137                         *CURRENT SURVEY CONTROL
 EH2137  ___________________________________________________________________
 EH2137* NAD 83(1986)-  34 47 00.     (N)    091 50 29.     (W)     SCALED    
 EH2137* NAVD 88     -        70.643  (meters)     231.77   (feet)  ADJUSTED  
 EH2137  ___________________________________________________________________
 EH2137  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2137  DYNAMIC HT  -          70.577 (meters)     231.55  (feet)  COMP
 EH2137  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 EH2137
 EH2137  VERT ORDER  -  FIRST     CLASS II
 EH2137
 EH2137.The horizontal coordinates were scaled from a topographic map and have
 EH2137.an estimated accuracy of +/- 6 seconds.
 EH2137
 EH2137.The orthometric height was determined by differential leveling
 EH2137.and adjusted by the National Geodetic Survey in June 1991..
 EH2137
 EH2137.The geoid height was determined by GEOID03.
 EH2137
 EH2137.The dynamic height is computed by dividing the NAVD 88
 EH2137.geopotential number by the normal gravity value computed on the
 EH2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2137.degrees latitude (g = 980.6199 gals.).
 EH2137
 EH2137.The modeled gravity was interpolated from observed gravity values.
 EH2137
 EH2137;                    North         East    Units  Estimated Accuracy
 EH2137;SPC AR S     -   634,780.      414,520.      MT  (+/- 180 meters Scaled)
 EH2137
 EH2137                          SUPERSEDED SURVEY CONTROL
 EH2137
 EH2137  NGVD 29 (??/??/??)   70.656  (m)          231.81   (f) ADJUSTED    1 2
 EH2137
 EH2137.Superseded values are not recommended for survey control.
 EH2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2137.See file dsdata.txt to determine how the superseded data were derived.
 EH2137
 EH2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU060496(NAD 83)
 EH2137_MARKER: DR = REFERENCE MARK DISK
 EH2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2137_STAMPING: SISEMORE RM 2 1916 1920
 EH2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2137+STABILITY: SURFACE MOTION
 EH2137
 EH2137  HISTORY     - Date     Condition        Report By
 EH2137  HISTORY     - 1935     MONUMENTED       CGS
 EH2137  HISTORY     - 1967     GOOD             CGS
 EH2137  HISTORY     - 1976     GOOD             USGS
 EH2137
 EH2137                          STATION DESCRIPTION
 EH2137
 EH2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2137'3.45 MI E FROM LONOKE.
 EH2137'IT IS 3.45 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2137'RAILROAD FROM THE STATION IN LONOKE, 0.1 MILE EAST OF THE WEST SIDE OF
 EH2137'A GROVE OF TREES, 44.8 FEET NORTH OF THE NORTH RAIL, 83.3 FEET
 EH2137'NORTHEAST OF TRIANGULATION STATION SISEMORE, 2 FEET SOUTH OF A FENCE
 EH2137'AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
 EH2137'NOTE-- STAMPING ORIGINALLY LISTED AS BEING SISEMORE RM 2 1919 1920.
 EH2137
 EH2137                          STATION RECOVERY (1976)
 EH2137
 EH2137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2136 ***********************************************************************
 EH2136  DESIGNATION -  SISEMORE RM 4
 EH2136  PID         -  EH2136
 EH2136  STATE/COUNTY-  AR/LONOKE
 EH2136  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2136
 EH2136                         *CURRENT SURVEY CONTROL
 EH2136  ___________________________________________________________________
 EH2136* NAD 83(1986)-  34 47 01.     (N)    091 50 31.     (W)     SCALED    
 EH2136* NAVD 88     -        70.897  (meters)     232.60   (feet)  ADJUSTED  
 EH2136  ___________________________________________________________________
 EH2136  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2136  DYNAMIC HT  -          70.831 (meters)     232.38  (feet)  COMP
 EH2136  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 EH2136
 EH2136  VERT ORDER  -  FIRST     CLASS II
 EH2136
 EH2136.The horizontal coordinates were scaled from a topographic map and have
 EH2136.an estimated accuracy of +/- 6 seconds.
 EH2136
 EH2136.The orthometric height was determined by differential leveling
 EH2136.and adjusted by the National Geodetic Survey in June 1991..
 EH2136
 EH2136.The geoid height was determined by GEOID03.
 EH2136
 EH2136.The dynamic height is computed by dividing the NAVD 88
 EH2136.geopotential number by the normal gravity value computed on the
 EH2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2136.degrees latitude (g = 980.6199 gals.).
 EH2136
 EH2136.The modeled gravity was interpolated from observed gravity values.
 EH2136
 EH2136;                    North         East    Units  Estimated Accuracy
 EH2136;SPC AR S     -   634,820.      414,470.      MT  (+/- 180 meters Scaled)
 EH2136
 EH2136                          SUPERSEDED SURVEY CONTROL
 EH2136
 EH2136  NGVD 29 (??/??/??)   70.910  (m)          232.64   (f) ADJUSTED    1 2
 EH2136
 EH2136.Superseded values are not recommended for survey control.
 EH2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2136.See file dsdata.txt to determine how the superseded data were derived.
 EH2136
 EH2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU059496(NAD 83)
 EH2136_MARKER: DR = REFERENCE MARK DISK
 EH2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2136_STAMPING: SISEMORE NO 4 1916 1940
 EH2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2136+STABILITY: SURFACE MOTION
 EH2136
 EH2136  HISTORY     - Date     Condition        Report By
 EH2136  HISTORY     - 1940     MONUMENTED       CGS
 EH2136  HISTORY     - 1967     GOOD             CGS
 EH2136  HISTORY     - 1976     GOOD             USGS
 EH2136
 EH2136                          STATION DESCRIPTION
 EH2136
 EH2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2136'3.45 MI E FROM LONOKE.
 EH2136'IT IS 3.45 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2136'RAILROAD FROM THE STATION IN LONOKE, 0.1 MILE EAST OF THE WEST EDGE OF
 EH2136'A GROVE OF TREES, 44.4 FEET NORTH OF THE NORTH RAIL, 19.6 FEET NORTH
 EH2136'OF TRIANGULATION STATION SISEMORE, 2 FEET SOUTH OF A FENCE AND SET IN
 EH2136'THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 EH2136
 EH2136                          STATION RECOVERY (1976)
 EH2136
 EH2136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0864 ***********************************************************************
 GE0864  DESIGNATION -  SITKA
 GE0864  PID         -  GE0864
 GE0864  STATE/COUNTY-  AR/SHARP
 GE0864  USGS QUAD   -  SITKA (1968)
 GE0864
 GE0864                         *CURRENT SURVEY CONTROL
 GE0864  ___________________________________________________________________
 GE0864* NAD 83(1997)-  36 10 39.03655(N)    091 26 27.88509(W)     ADJUSTED  
 GE0864* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 GE0864  ___________________________________________________________________
 GE0864  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GE0864  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GE0864
 GE0864  HORZ ORDER  -  FIRST
 GE0864
 GE0864.The horizontal coordinates were established by classical geodetic methods
 GE0864.and adjusted by the National Geodetic Survey in September 1999..
 GE0864
 GE0864.The orthometric height was scaled from a topographic map.
 GE0864
 GE0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0864
 GE0864.The geoid height was determined by GEOID03.
 GE0864
 GE0864;                    North         East     Units Scale Factor Converg.
 GE0864;SPC AR N     -   204,744.441   450,280.382   MT  0.99998944   +0 19 30.8
 GE0864;SPC AR N     -   671,732.39  1,477,294.89   sFT  0.99998944   +0 19 30.8
 GE0864;UTM  15      - 4,004,763.169   640,191.571   MT  0.99984216   +0 55 13.3
 GE0864
 GE0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0864!SPC AR N     -   0.99996895  x   0.99998944  =   0.99995839
 GE0864!UTM  15      -   0.99996895  x   0.99984216  =   0.99981111
 GE0864
 GE0864:                Primary Azimuth Mark                     Grid Az
 GE0864:SPC AR N     -  SITKA AZ MK                              050 06 07.0
 GE0864:UTM  15      -  SITKA AZ MK                              049 30 24.5
 GE0864
 GE0864|---------------------------------------------------------------------|
 GE0864| PID    Reference Object                     Distance      Geod. Az  |
 GE0864|                                                           dddmmss.s |
 GE0864| CI3195 SITKA AZ MK                                        0502537.8 |
 GE0864| CI3196 SITKA RM 1                           28.009 METERS 13522     |
 GE0864| CI3197 SITKA RM 2                           23.656 METERS 22316     |
 GE0864| GE0881 CENTER LOOKOUT TOWER 14 1           APPROX. 8.7 KM 2550320.9 |
 GE0864|---------------------------------------------------------------------|
 GE0864
 GE0864                          SUPERSEDED SURVEY CONTROL
 GE0864
 GE0864  NAD 83(1986)-  36 10 39.04682(N)    091 26 27.88439(W) AD(       ) 1
 GE0864  NAD 27      -  36 10 38.79710(N)    091 26 27.39430(W) AD(       ) 1
 GE0864
 GE0864.Superseded values are not recommended for survey control.
 GE0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0864.See file dsdata.txt to determine how the superseded data were derived.
 GE0864
 GE0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4019204763(NAD 83)
 GE0864_MARKER: DS = TRIANGULATION STATION DISK
 GE0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0864
 GE0864  HISTORY     - Date     Condition        Report By
 GE0864  HISTORY     - 1953     MONUMENTED       CGS
 GE0864
 GE0864                          STATION DESCRIPTION
 GE0864
 GE0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0864'THE STATION IS ABOUT 8-1/2 MILES SOUTHWEST OF WILLIFORD, 1-1/4
 GE0864'MILES SOUTHWEST OF THE SMALL VILLAGE OF SITKA AND 0.2 MILE EAST
 GE0864'OF STATE ROUTE NO. 58 NEAR THE TOP OF A WOODED HILL.  IT IS
 GE0864'ABOUT 175 YARDS NORTHWEST OF A NORTHWEST FENCE CORNER, 76.0
 GE0864'FEET NORTH OF A TRIANGULAR BLAZED OAK TREE, 64.0 FEET NORTH OF
 GE0864'THE CENTER OF A TRACK ROAD AND 38.0 FEET NORTHWEST OF A
 GE0864'TRIANGULAR BLAZED OAK TREE.  IT PROJECTS 5 INCHES AND IS
 GE0864'STAMPED SITKA 1953.
 GE0864'
 GE0864'REFERENCE MARK NO. 1 IS 78.0 FEET WEST OF A NORTHWEST FENCE
 GE0864'CORNER, 41.0 FEET EAST OF A TRIANGULAR BLAZED OAK TREE AND 11.0
 GE0864'FEET NORTH OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 4 INCHES
 GE0864'AND IS STAMPED SITKA NO 1 1953.
 GE0864'
 GE0864'REFERENCE MARK NO. 2 IS 10.0 FEET SOUTHWEST OF THE CENTER OF
 GE0864'A TRACK ROAD, PROJECTS 5 INCHES AND IS STAMPED SITKA NO
 GE0864'2 1953.
 GE0864'
 GE0864'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 GE0864'2 IS 118.2 FEET.
 GE0864'
 GE0864'THE AZIMUTH MARK IS 27.0 FEET SOUTH OF THE CENTER OF STATE
 GE0864'ROUTE NO. 58, 11.5 FEET NORTH OF A WOVEN WIRE FENCE AND 2.5 FEET
 GE0864'NORTHWEST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 GE0864'SITKA 1953.
 GE0864'
 GE0864'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 GE0864'OF SITKA, GO SOUTHWESTERLY ON STATE ROUTE NO. 58 FOR 0.55 MILE
 GE0864'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 GE0864'SOUTHWESTERLY ON STATE ROUTE NO. 58 FOR 0.75 MILE TO A TRACK
 GE0864'ROAD RIGHT, TURN RIGHT AND GO WEST, SOUTHWEST AND WEST ON THE
 GE0864'TRACK ROAD FOR ABOUT 0.2 MILE TO A TRIANGULAR BLAZED OAK TREE
 GE0864'ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GE0864'
 GE0864'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1913 ***********************************************************************
 FG1913  DESIGNATION -  SKAGGS
 FG1913  PID         -  FG1913
 FG1913  STATE/COUNTY-  AR/JOHNSON
 FG1913  USGS QUAD   -  OARK (1973)
 FG1913
 FG1913                         *CURRENT SURVEY CONTROL
 FG1913  ___________________________________________________________________
 FG1913* NAD 83(1997)-  35 44 32.10703(N)    093 32 23.93916(W)     ADJUSTED  
 FG1913* NAVD 88     -       701.8    (meters)    2302.     (feet)  VERTCON   
 FG1913  ___________________________________________________________________
 FG1913  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 FG1913  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG1913
 FG1913  HORZ ORDER  -  FIRST
 FG1913
 FG1913.The horizontal coordinates were established by classical geodetic methods
 FG1913.and adjusted by the National Geodetic Survey in September 1999..
 FG1913
 FG1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1913
 FG1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1913
 FG1913.The geoid height was determined by GEOID03.
 FG1913
 FG1913;                    North         East     Units Scale Factor Converg.
 FG1913;SPC AR N     -   157,397.441   260,713.105   MT  0.99993972   -0 53 46.0
 FG1913;SPC AR N     -   516,394.77    855,356.25   sFT  0.99993972   -0 53 46.0
 FG1913;UTM  15      - 3,955,495.442   451,174.504   MT  0.99962938   -0 18 55.6
 FG1913
 FG1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1913!SPC AR N     -   0.99989427  x   0.99993972  =   0.99983400
 FG1913!UTM  15      -   0.99989427  x   0.99962938  =   0.99952369
 FG1913
 FG1913|---------------------------------------------------------------------|
 FG1913| PID    Reference Object                     Distance      Geod. Az  |
 FG1913|                                                           dddmmss.s |
 FG1913| CI3199 SKAGGS RM 1                          30.471 METERS 13807     |
 FG1913| CI3198 SKAGGS AZ MK                                       2222627.0 |
 FG1913| CI3200 SKAGGS RM 2                          30.568 METERS 26412     |
 FG1913|---------------------------------------------------------------------|
 FG1913
 FG1913                          SUPERSEDED SURVEY CONTROL
 FG1913
 FG1913  NAD 83(1997)-  35 44 32.11828(N)    093 32 23.94099(W) AD(       ) 1
 FG1913  NAD 83(1986)-  35 44 32.11645(N)    093 32 23.94374(W) AD(       ) 1
 FG1913  NAD 27      -  35 44 31.82601(N)    093 32 23.27513(W) AD(       ) 1
 FG1913  NGVD 29 (07/19/86)  701.7    (m)         2302.     (f) VERT ANG       
 FG1913
 FG1913.Superseded values are not recommended for survey control.
 FG1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1913.See file dsdata.txt to determine how the superseded data were derived.
 FG1913
 FG1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5117555495(NAD 83)
 FG1913_MARKER: DS = TRIANGULATION STATION DISK
 FG1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1913
 FG1913  HISTORY     - Date     Condition        Report By
 FG1913  HISTORY     - 1971     MONUMENTED       NGS
 FG1913
 FG1913                          STATION DESCRIPTION
 FG1913
 FG1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1913'THE STATION IS LOCATED ABOUT 19 MILES NORTH AND 5 MILES WEST OF
 FG1913'CLARSVILLE, 7 MILES NORTH AND 6 MILES WEST OF OZONE, 3-1/2 MILES
 FG1913'NORTH AND 1-1/2 MILES EAST OF OARK, IN THE NORTHEAST 1/4 SECTION OF
 FG1913'SECTION 33, R 24 W., T 13 N., AND ON PROPERTY OWNED BY MR. C. B.
 FG1913'SKAGGS WHO LIVES ABOUT 1/4 MILE WEST OF THE STATION.
 FG1913'
 FG1913'TO REACH THE STATION FROM THE POST OFFICE IN OARK, WHICH IS ABOUT 17
 FG1913'MILES NORTH-NORTHWEST OF CLARKSVILLE, GO EASTERLY ON STATE HIGHWAY
 FG1913'215 FOR 0.1 MILE TO FOREST SERVICE ROAD NUMBERED 1404 ON THE LEFT.
 FG1913'TURN LEFT AND GO NORTHERLY ON ROAD 1404 FOR 3.7 MILES TO A FORK.
 FG1913'KEEP RIGHT AND CONTINUE NORTHERLY ON ROAD 1404 FOR 0.9 MILE TO AN
 FG1913'OFFSET CROSSROAD.  CONTINUE AHEAD NORTHERLY AND FOLLOW GRAVELED
 FG1913'ROAD FOR 0.3 MILE TO MR. SKAGGS HOUSE ON LEFT.  CONTINUE AHEAD,
 FG1913'UPHILL FOR 0.15 MILE TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH
 FG1913'MARK FROM HERE, TURN RIGHT AND FOLLOW ROAD FOR 100 YARDS TO AN
 FG1913'ABANDONED CHURCH.  PASS TO THE WEST OF THE CHURCH AND FOLLOW
 FG1913'TRACK ROAD SOUTHERLY FOR 0.2 MILE TO THE MARK ON LEFT.) CONTINUE
 FG1913'AHEAD EASTERLY FOR 0.15 MILE TO THE STATION ON LEFT.
 FG1913'
 FG1913'STATION MARK IS A STANDARD DISK STAMPED SKAGGS 1971.  THE SURFACE
 FG1913'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FG1913'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 30.5 FEET
 FG1913'NORTH OF THE CENTER OF GRAVELED ROAD, 20.5 FEET SOUTH OF THE FENCE
 FG1913'AND 4.8 FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 FG1913'MARK IS SET 34 INCHES BELOW THE GROUND SURFACE, STAMPED SKAGGS 1971.
 FG1913'
 FG1913'REFERENCE MARK 1, A STANDARD DISK STAMPED SKAGGS NO 1 1971, IS SET
 FG1913'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 FG1913'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 100.5 FEET SOUTHEAST OF
 FG1913'THE METAL WITNESS POST, 15 FEET SOUTH OF THE CENTER OF GRAVELED
 FG1913'ROAD, 1 FOOT NORTH OF THE FENCE AND THE MARK IS 4 FEET LOWER IN
 FG1913'ELEVATION THAN THE STATION MARK.
 FG1913'
 FG1913'REFERENCE MARK 2, A STANDARD DISK STAMPED SKAGGS NO 2 1971, IS SET IN
 FG1913'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 FG1913'INCHES ABOVE THE GROUND SURFACE.  IT IS 103.8 FEET SOUTHWEST OF THE
 FG1913'METAL WITNESS POST, 13.5 FEET SOUTH OF THE CENTER OF THE ROAD, 15
 FG1913'FEET EAST OF THE WOODEN GATE, 8 FEET NORTH OF A POWER LINE POLE
 FG1913'AND 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 FG1913'
 FG1913'AZIMUTH MARK, A STANDARD DISK STAMPED SKAGGS 1971, IS SET IN THE TOP
 FG1913'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 FG1913'ABOVE THE GROUND SURFACE.  IT IS 14 FEET EAST OF THE CENTER OF
 FG1913'TRACK ROAD, 2.5 FEET NORTHEAST OF THE METAL WITNESS POST AND 2 FEET
 FG1913'EAST OF THE FENCE.
 FG1913'
 FG1913'NOTICE--IT WILL BE NECESSARY TO USE HIGH TRIPODS AT EACH END TO SEE
 FG1913'THE AZIMUTH MARK FROM THE GROUND.
 FG1913'
 FG1913'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1047 ***********************************************************************
 GE1047  DESIGNATION -  SKYLARK
 GE1047  PID         -  GE1047
 GE1047  STATE/COUNTY-  AR/RANDOLPH
 GE1047  USGS QUAD   -  MANSON (1965)
 GE1047
 GE1047                         *CURRENT SURVEY CONTROL
 GE1047  ___________________________________________________________________
 GE1047* NAD 83(1997)-  36 12 31.24030(N)    090 57 14.80501(W)     ADJUSTED  
 GE1047* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GE1047  ___________________________________________________________________
 GE1047  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GE1047  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GE1047
 GE1047  HORZ ORDER  -  THIRD
 GE1047
 GE1047.The horizontal coordinates were established by classical geodetic methods
 GE1047.and adjusted by the National Geodetic Survey in September 1999..
 GE1047
 GE1047.The orthometric height was scaled from a topographic map.
 GE1047
 GE1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1047
 GE1047.The geoid height was determined by GEOID03.
 GE1047
 GE1047;                    North         East     Units Scale Factor Converg.
 GE1047;SPC AR N     -   208,559.664   494,049.790   MT  0.99999522   +0 36 31.0
 GE1047;SPC AR N     -   684,249.50  1,620,895.02   sFT  0.99999522   +0 36 31.0
 GE1047;UTM  15      - 4,009,034.466   683,915.879   MT  1.00001678   +1 12 32.0
 GE1047
 GE1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1047!SPC AR N     -   0.99999171  x   0.99999522  =   0.99998693
 GE1047!UTM  15      -   0.99999171  x   1.00001678  =   1.00000849
 GE1047
 GE1047|---------------------------------------------------------------------|
 GE1047| PID    Reference Object                     Distance      Geod. Az  |
 GE1047|                                                           dddmmss.s |
 GE1047| CI5555 SKYLARK RM 1                         16.297 METERS 09021     |
 GE1047| CI5556 SKYLARK RM 2                          9.794 METERS 16943     |
 GE1047| CI5554 SKYLARK AZ MK                                      3171831.6 |
 GE1047|---------------------------------------------------------------------|
 GE1047
 GE1047                          SUPERSEDED SURVEY CONTROL
 GE1047
 GE1047  NAD 83(1986)-  36 12 31.24901(N)    090 57 14.80455(W) AD(       ) 3
 GE1047  NAD 27      -  36 12 31.00740(N)    090 57 14.37280(W) AD(       ) 3
 GE1047
 GE1047.Superseded values are not recommended for survey control.
 GE1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1047.See file dsdata.txt to determine how the superseded data were derived.
 GE1047
 GE1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8391609034(NAD 83)
 GE1047_MARKER: DS = TRIANGULATION STATION DISK
 GE1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1047
 GE1047  HISTORY     - Date     Condition        Report By
 GE1047  HISTORY     - 1955     MONUMENTED       CGS
 GE1047  HISTORY     - 1964     MARK NOT FOUND   USGS
 GE1047
 GE1047                          STATION DESCRIPTION
 GE1047
 GE1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1047'STATION IS ABOUT 4 MILES SOUTH OF POCAHONTAS, 0.25 MILES
 GE1047'EAST OF U.S. HIGHWAY 67, ON SOUTH SIDE OF STATE HIGHWAY 90.
 GE1047'
 GE1047'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN POCAHONTAS,
 GE1047'GO SOUTH 0.4 MILES TO JUNCTION OF U.S. HIGHWAYS 62 AND 67,
 GE1047'CONTINUE EAST AND SOUTH ON U.S. HIGHWAY 67 FOR 3.6 MILES
 GE1047'TO AZIMUTH MARK ON LEFT, CONTINUE SOUTH 0.3 MILES TO JUNCTION
 GE1047'WITH STATE HIGHWAY 90, TURN LEFT ON THIS HIGHWAY AND GO
 GE1047'0.25 MILES TO STATION ON RIGHT.
 GE1047'
 GE1047'STATION MARK IS 66 FEET NORTHWEST OF THE NORTHWEST CORNER
 GE1047'OF FARM HOUSE, 23 FEET SOUTH OF APPROXIMATE CENTER OF STATE
 GE1047'HIGHWAY 90 ON EDGE OF RIGHT OF WAY, AND 5 FEET EAST OF FENCE
 GE1047'CORNER AND 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 GE1047'2 INCHES AND THE DISK IS STAMPED SKYLARK 1955.
 GE1047'
 GE1047'REFERENCE MARK 1 IS 27 FEET NORTH OF THE NORTHWEST CORNER
 GE1047'OF FARM HOUSE, 22 FEET SOUTH OF APPROXIMATE CENTER OF STATE
 GE1047'HIGHWAY 90, AND 3 FEET WEST OF A POWER LINE POLE.  THE MARK
 GE1047'PROJECTS 2 INCHES AND THE DISK IS STAMPED SKYLARK NO 1 1955.
 GE1047'
 GE1047'REFERENCE MARK 2 IS 57 FEET SOUTH OF APPROXIMATE CENTER OF
 GE1047'STATE HIGHWAY 90, 55 FEET WEST OF NORTHWEST CORNER OF FARM
 GE1047'HOUSE, AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.  THE
 GE1047'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED SKYLARK NO
 GE1047'2 1955.
 GE1047'
 GE1047'AZIMUTH MARK IS 53 FEET EAST OF CENTER LINE OF U.S. HIGHWAY
 GE1047'67, 15 FEET SOUTH OF LONE TREE AND FENCE LINE, AND 2.4
 GE1047'FEET SOUTHEAST OF 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 GE1047'2 INCHES AND THE DISK IS STAMPED SKYLARK 1955.
 GE1047
 GE1047                          STATION RECOVERY (1964)
 GE1047
 GE1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (NW)
 GE1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1985 ***********************************************************************
 EJ1985  DESIGNATION -  SKYLINE
 EJ1985  PID         -  EJ1985
 EJ1985  STATE/COUNTY-  AR/CLARK
 EJ1985  USGS QUAD   -  CHALYBEATE MTN EAST (1975)
 EJ1985
 EJ1985                         *CURRENT SURVEY CONTROL
 EJ1985  ___________________________________________________________________
 EJ1985* NAD 83(1997)-  34 12 46.08247(N)    093 16 03.88739(W)     ADJUSTED  
 EJ1985* NAVD 88     -       216.5    (meters)     710.     (feet)  VERTCON   
 EJ1985  ___________________________________________________________________
 EJ1985  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 EJ1985  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EJ1985
 EJ1985  HORZ ORDER  -  SECOND
 EJ1985
 EJ1985.The horizontal coordinates were established by classical geodetic methods
 EJ1985.and adjusted by the National Geodetic Survey in September 1999..
 EJ1985
 EJ1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1985
 EJ1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1985
 EJ1985.The geoid height was determined by GEOID03.
 EJ1985
 EJ1985;                    North         East     Units Scale Factor Converg.
 EJ1985;SPC AR S     -   572,208.994   283,184.321   MT  0.99992330   -0 42 34.4
 EJ1985;SPC AR S     - 1,877,322.34    929,080.56   sFT  0.99992330   -0 42 34.4
 EJ1985;UTM  15      - 3,785,783.707   475,335.986   MT  0.99960750   -0 09 02.0
 EJ1985
 EJ1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1985!SPC AR S     -   0.99997028  x   0.99992330  =   0.99989358
 EJ1985!UTM  15      -   0.99997028  x   0.99960750  =   0.99957779
 EJ1985
 EJ1985|---------------------------------------------------------------------|
 EJ1985| PID    Reference Object                     Distance      Geod. Az  |
 EJ1985|                                                           dddmmss.s |
 EJ1985| CX6265 SKYLINE RM 1                         29.288 METERS 04959     |
 EJ1985| EJ1983 CHALYBEATE MTN FIRE LOT 3           APPROX. 3.2 KM 1110553.3 |
 EJ1985| CX6264 SKYLINE AZ MK                                      2753246.7 |
 EJ1985| CX6266 SKYLINE RM 2                         28.253 METERS 32432     |
 EJ1985|---------------------------------------------------------------------|
 EJ1985
 EJ1985                          SUPERSEDED SURVEY CONTROL
 EJ1985
 EJ1985  NAD 83(1997)-  34 12 46.09198(N)    093 16 03.87947(W) AD(       ) 2
 EJ1985  NAD 83(1986)-  34 12 46.09240(N)    093 16 03.87906(W) AD(       ) 2
 EJ1985  NAD 27      -  34 12 45.74750(N)    093 16 03.25040(W) AD(       ) 2
 EJ1985  NGVD 29 (07/19/86)  216.5    (m)          710.     (f) VERT ANG       
 EJ1985
 EJ1985.Superseded values are not recommended for survey control.
 EJ1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1985.See file dsdata.txt to determine how the superseded data were derived.
 EJ1985
 EJ1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7533685784(NAD 83)
 EJ1985_MARKER: DS = TRIANGULATION STATION DISK
 EJ1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1985
 EJ1985  HISTORY     - Date     Condition        Report By
 EJ1985  HISTORY     - 1957     MONUMENTED       CGS
 EJ1985  HISTORY     - 19740501 MARK NOT FOUND   USGS
 EJ1985
 EJ1985                          STATION DESCRIPTION
 EJ1985
 EJ1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1985'THE STATION IS ABOUT 14 MILES NORTHWEST OF ARKADELPHIA, ABOUT
 EJ1985'7 MILES EAST OF ALPINE AND 2 MILES NORTHWEST OF ARKANSAS STATE
 EJ1985'FOREST LOOKOUT TOWER NO. 3.  THE STATION MARK IS 59 FEET WEST OF
 EJ1985'A PINE TREE WITH A TRIANGLE BLAZE, 39 FEET SOUTH OF THE CENTER
 EJ1985'OF SKYLINE ROAD AND 5 FEET NORTHEAST OF A WITNESS POST.  IT
 EJ1985'PROJECTS 3 INCHES AND IS STAMPED SKYLINE 1957.
 EJ1985'
 EJ1985'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE CENTER OF SKYLINE
 EJ1985'ROAD.  IT PROJECTS 2 INCHES AND IS STAMPED SKYLINE NO 1 1957.
 EJ1985'
 EJ1985'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE CENTER OF SKYLINE
 EJ1985'ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED SKYLINE NO 2 1957.
 EJ1985'
 EJ1985'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF SKYLINE ROAD
 EJ1985'AND 12 FEET WEST OF A PINE TREE WITH A TRIANGLE BLAZE.  IT
 EJ1985'PROJECTS 4 INCHES AND IS STAMPED SKYLINE 1957.
 EJ1985'
 EJ1985'TO REACH THE STATION FROM THE POST OFFICE IN ARKADELPHIA GO WEST
 EJ1985'AND NORTH ON U.S. HIGHWAY 67 FOR 0.3 MILE TO THE JUNCTION WITH
 EJ1985'STATE HIGHWAYS 8, 26 AND 51.  TURN LEFT AND GO WEST ON STATE
 EJ1985'HIGHWAYS 8, 26 AND 51 FOR 2.3 MILES TO THEIR JUNCTION AT A FORK,
 EJ1985'TAKE RIGHT FORK FOLLOWING STATE HIGHWAY 8 NORTHWESTERLY FOR
 EJ1985'12.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, PASS THRU A
 EJ1985'CATTLE GUARD, AND GO NORTH ON GRAVELED ROAD FOR 0.9 MILE TO A
 EJ1985'FORK, TAKE LEFT FORK, NORTH AND GO 0.6 MILE TO A REVERSE Y.
 EJ1985'TURN SHARP RIGHT AND GO EAST ON SKYLINE ROAD FOR 0.45 MILE TO
 EJ1985'THE STATION.
 EJ1985'
 EJ1985'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON SKYLINE
 EJ1985'ROAD FOR 0.45 MILE TO THE REVERSE Y, CONTINUE WEST ON SKYLINE
 EJ1985'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON RIGHT.
 EJ1985'
 EJ1985'HEIGHT OF LIGHT ABOVE STATION MARK 26.17 METERS.
 EJ1985
 EJ1985                          STATION RECOVERY (1974)
 EJ1985
 EJ1985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LLA)
 EJ1985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2024 ***********************************************************************
 EJ2024  DESIGNATION -  SLATINGTON
 EJ2024  PID         -  EJ2024
 EJ2024  STATE/COUNTY-  AR/MONTGOMERY
 EJ2024  USGS QUAD   -  BIG FORK (1980)
 EJ2024
 EJ2024                         *CURRENT SURVEY CONTROL
 EJ2024  ___________________________________________________________________
 EJ2024* NAD 83(1997)-  34 26 04.09422(N)    093 54 00.69422(W)     ADJUSTED  
 EJ2024* NAVD 88     -       673.0    (meters)    2208.     (feet)  VERTCON   
 EJ2024  ___________________________________________________________________
 EJ2024  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 EJ2024  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EJ2024
 EJ2024  HORZ ORDER  -  SECOND
 EJ2024
 EJ2024.The horizontal coordinates were established by classical geodetic methods
 EJ2024.and adjusted by the National Geodetic Survey in September 1999..
 EJ2024
 EJ2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2024
 EJ2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2024
 EJ2024.The geoid height was determined by GEOID03.
 EJ2024
 EJ2024;                    North         East     Units Scale Factor Converg.
 EJ2024;SPC AR S     -   597,694.229   225,369.912   MT  0.99994277   -1 03 48.7
 EJ2024;SPC AR S     - 1,960,935.15    739,401.12   sFT  0.99994277   -1 03 48.7
 EJ2024;UTM  15      - 3,810,698.333   417,293.530   MT  0.99968431   -0 30 32.6
 EJ2024
 EJ2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2024!SPC AR S     -   0.99989884  x   0.99994277  =   0.99984161
 EJ2024!UTM  15      -   0.99989884  x   0.99968431  =   0.99958318
 EJ2024
 EJ2024|---------------------------------------------------------------------|
 EJ2024| PID    Reference Object                     Distance      Geod. Az  |
 EJ2024|                                                           dddmmss.s |
 EJ2024| CX6267 SLATINGTON RM 1                      10.580 METERS 10723     |
 EJ2024| EJ2025 SLATINGTON LOOKOUT TOWER             11.460 METERS 12221     |
 EJ2024| CX6268 SLATINGTON RM 2                      15.460 METERS 17946     |
 EJ2024| EJ1436 M 14                                               2121514.3 |
 EJ2024|---------------------------------------------------------------------|
 EJ2024
 EJ2024                          SUPERSEDED SURVEY CONTROL
 EJ2024
 EJ2024  NAD 83(1997)-  34 26 04.10057(N)    093 54 00.68981(W) AD(       ) 2
 EJ2024  NAD 83(1986)-  34 26 04.10245(N)    093 54 00.68605(W) AD(       ) 2
 EJ2024  NAD 27      -  34 26 03.72180(N)    093 53 59.97750(W) AD(       ) 2
 EJ2024  NGVD 29 (07/19/86)  672.9    (m)         2208.     (f) VERT ANG       
 EJ2024
 EJ2024.Superseded values are not recommended for survey control.
 EJ2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2024.See file dsdata.txt to determine how the superseded data were derived.
 EJ2024
 EJ2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1729410698(NAD 83)
 EJ2024_MARKER: DS = TRIANGULATION STATION DISK
 EJ2024_SETTING: 66 = SET IN ROCK OUTCROP
 EJ2024
 EJ2024  HISTORY     - Date     Condition        Report By
 EJ2024  HISTORY     - 1956     MONUMENTED       CGS
 EJ2024  HISTORY     - 1957     GOOD             CGS
 EJ2024  HISTORY     - 1961     GOOD             CGS
 EJ2024  HISTORY     - 1971     GOOD             USFS
 EJ2024
 EJ2024                          STATION DESCRIPTION
 EJ2024
 EJ2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2024'THE STATION IS IN THE OUACHITA NATIONAL FOREST AT THE SITE
 EJ2024'OF THE SLATINGTON LOOKOUT TOWER.  IT IS ON THE HIGHEST POINT OF
 EJ2024'THE MISSOURI MOUNTAINS, ABOUT 13 MILES WEST-SOUTHWEST OF NORMAN
 EJ2024'AND 13 MILES EAST-SOUTHEAST OF BOARD CAMP.
 EJ2024'
 EJ2024'TO REACH FROM MONA, FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 EJ2024'HIGHWAY 8 NEAR THE CENTER OF TOWN, GO SOUTHEAST ON STATE HIGHWAY 8
 EJ2024'FOR 9.6 MILES TO THE POST OFFICE IN BOARD CAMP.  CONTINUE
 EJ2024'EASTERLY ON STATE HIGHWAY 8 FOR 9.4 MILES TO THE BIG FORK POST
 EJ2024'OFFICE ON THE RIGHT.  CONTINUE ON THE HIGHWAY FOR 5.7 MILES TO A
 EJ2024'T-ROAD RIGHT AT SIGN SLATINGTON L.0. 4 MILES.  TURN RIGHT AND
 EJ2024'FOLLOW FOREST SERVICE ROAD SOUTHERLY FOR 2.3 MILES TO A T-ROAD
 EJ2024'RIGHT AT SIGN SLATINGTON FIRE TOWER 1 MILE.  TURN RIGHT AND
 EJ2024'FOLLOW ROAD WESTERLY FOR 1.0 MILE TO THE LOOKOUT TOWER AND
 EJ2024'STATION SITE.  NOTE--TO REACH THE ARKANSAS GEODETIC SURVEY
 EJ2024'MARK (AZIMUTH MARK) FROM SIGN SLATINGTON FIRE TOWER 1 MILE,
 EJ2024'CONTINUE SOUTH THEN WESTERLY ON BLADED ROAD FOR 2.5
 EJ2024'MILES TO A T-ROAD RIGHT AT BRIDGE OVER CROOKED CREEK AND
 EJ2024'THE MARK TO THE SOUTHWEST OF THE INTERSECTION.
 EJ2024'
 EJ2024'THE STATION, REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS
 EJ2024'CEMENTED IN DRILL HOLES IN BEDROCK.
 EJ2024'
 EJ2024'THE STATION MARK, STAMPED SLATINGTON 1956, IS 6 INCHES BELOW
 EJ2024'THE GROUND SURFACE.  IT IS 25.5 FEET WEST-NORTHWEST OF THE
 EJ2024'NORTHWEST LEG OF THE LOOKOUT TOWER AND 54.6 FEET SOUTHEAST OF THE
 EJ2024'SOUTHEAST CORNER OF A SMALL WHITE BUILDING.
 EJ2024'
 EJ2024'A TRAVERSE TIE WAS MADE TO THE CENTER OF THE LOOKOUT TOWER.
 EJ2024'IT IS A 4-LEGGED STEEL STRUCTURE WITH A 12-FOOT SQUARE HOUSE ON
 EJ2024'TOP.  THE HEIGHT IS 48 FEET ABOVE THE GROUND AND 1.85 FEET HIGHER
 EJ2024'THAN THE STATION MARK AT THE BASE OF THE TOWER.
 EJ2024'
 EJ2024'REFERENCE MARK 1, STAMPED SLATINGTON NO 1 1956, IS 10.5 FEET
 EJ2024'EAST OF THE NORTHWEST LEG OF THE TOWER AND 7.8 FEET WEST OF THE
 EJ2024'NORTHEAST LEG.  THE MARK IS FLUSH WITH THE GROUND.
 EJ2024'
 EJ2024'REFERENCE MARK 2, STAMPED SLATINGTON NO 2 1956, IS 31.5 FEET
 EJ2024'SOUTHWEST OF THE SOUTHWEST LEG OF THE TOWER AND 6 FEET SOUTH
 EJ2024'OF A ROCK WALL.  IT IS SLIGHTLY LOWER THAN THE EDGE OF THE WALL
 EJ2024'AND IN ROCK PROJECTING ABOUT 6 INCHES.
 EJ2024'
 EJ2024'AN ARKANSAS GEODETIC SURVEY MARK STAMPED M 14 1934 CAN BE
 EJ2024'USED FOR THE AZIMUTH MARK.  IT IS A BRONZE DISK SET IN A
 EJ2024'6-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES--81-1/2 FEET
 EJ2024'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CROOKED CREEK BRIDGE,
 EJ2024'70 FEET SOUTH-SOUTHWEST OF THE ROAD INTERSECTION, 34 FEET
 EJ2024'SOUTH OF THE CENTER OF THE ROAD AND ABOUT 6-1/2 FEET HIGHER
 EJ2024'THAN THE ROAD BED.
 EJ2024
 EJ2024                          STATION RECOVERY (1957)
 EJ2024
 EJ2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2024'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 EJ2024'2 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 EJ2024'IN GOOD CONDITION.
 EJ2024'
 EJ2024'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 EJ2024
 EJ2024                          STATION RECOVERY (1961)
 EJ2024
 EJ2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2024'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2024'CONDITION.
 EJ2024'
 EJ2024'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EJ2024'FOR RECOVERY.
 EJ2024
 EJ2024                          STATION RECOVERY (1971)
 EJ2024
 EJ2024'RECOVERY NOTE BY US FOREST SERVICE 1971 (RAB)
 EJ2024'THE STATION MARK, RM 1, RM 2, AND AZIMUTH MARK (M-14) WERE RECOVERED
 EJ2024'AS DESCRIBED AND IN GOOD CONDITION.  DISTANCES TO RMS CHECKED WITHIN
 EJ2024'1 CM.  CHECK ANGLES TO RMS WERE NOT TAKEN.  M-14 WAS USED FOR A
 EJ2024'STARTING AZIMUTH.  NO TOWER REQUIRED.
 EJ2024'STATION SLATINGTON LOOKOUT TOWER WAS RECOVERED..  MARK IS A STEEL
 EJ2024'ROD WHICH WAS LEANING AND THEREFORE NOT USED.  LOOKOUT TOWER (STEEL)
 EJ2024'STILL EXISTS.
 EJ2024'
 EJ2024'DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES WSW OF NORMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2025 ***********************************************************************
 EJ2025  DESIGNATION -  SLATINGTON LOOKOUT TOWER
 EJ2025  PID         -  EJ2025
 EJ2025  STATE/COUNTY-  AR/MONTGOMERY
 EJ2025  USGS QUAD   -  BIG FORK (1980)
 EJ2025
 EJ2025                         *CURRENT SURVEY CONTROL
 EJ2025  ___________________________________________________________________
 EJ2025* NAD 83(1997)-  34 26 03.89520(N)    093 54 00.31504(W)     ADJUSTED  
 EJ2025* NAVD 88     -                                                        
 EJ2025  ___________________________________________________________________
 EJ2025  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 EJ2025  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EJ2025
 EJ2025  HORZ ORDER  -  THIRD
 EJ2025
 EJ2025.The horizontal coordinates were established by classical geodetic methods
 EJ2025.and adjusted by the National Geodetic Survey in September 1999..
 EJ2025
 EJ2025
 EJ2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2025
 EJ2025.The geoid height was determined by GEOID03.
 EJ2025
 EJ2025;                    North         East     Units Scale Factor Converg.
 EJ2025;SPC AR S     -   597,687.918   225,379.477   MT  0.99994276   -1 03 48.5
 EJ2025;SPC AR S     - 1,960,914.44    739,432.50   sFT  0.99994276   -1 03 48.5
 EJ2025;UTM  15      - 3,810,692.117   417,303.153   MT  0.99968429   -0 30 32.4
 EJ2025
 EJ2025                          SUPERSEDED SURVEY CONTROL
 EJ2025
 EJ2025  NAD 83(1997)-  34 26 03.90154(N)    093 54 00.31062(W) AD(       ) 4
 EJ2025  NAD 83(1986)-  34 26 03.90343(N)    093 54 00.30687(W) AD(       ) 4
 EJ2025  NAD 27      -  34 26 03.52300(N)    093 53 59.59800(W) AD(       ) 3
 EJ2025
 EJ2025.Superseded values are not recommended for survey control.
 EJ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2025.See file dsdata.txt to determine how the superseded data were derived.
 EJ2025
 EJ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1730310692(NAD 83)
 EJ2025_MARKER: 57 = LOOKOUT TOWER
 EJ2025
 EJ2025  HISTORY     - Date     Condition        Report By
 EJ2025  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ2025
 EJ2025                          STATION DESCRIPTION
 EJ2025
 EJ2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2025'A 4-LEGGED STEEL STRUCTURE WITH A 12-FOOT SQUARE HOUSE ON TOP.
 EJ2025'THE HEIGHT IS 48 FEET ABOVE THE GROUND AND 1.85 FEET HIGHER
 EJ2025'THAN THE STATION MARK (AT THE BASE OF THE TOWER).
 EJ2025'
 EJ2025'THE TRAVERSE TIE WAS MADE FROM TRIANGULATION STATION SLATINGTON
 EJ2025'1956.  THE POINT OBSERVED UPON WAS THE CENTER OF THE TOWER
 EJ2025'AT THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0866 ***********************************************************************
 FF0866  DESIGNATION -  SLOAN
 FF0866  PID         -  FF0866
 FF0866  STATE/COUNTY-  AR/CRAIGHEAD
 FF0866  USGS QUAD   -  HERMAN (1980)
 FF0866
 FF0866                         *CURRENT SURVEY CONTROL
 FF0866  ___________________________________________________________________
 FF0866* NAD 83(1997)-  35 49 00.28593(N)    090 46 58.51702(W)     ADJUSTED  
 FF0866* NAVD 88     -       119.276  (meters)     391.32   (feet)  ADJUSTED  
 FF0866  ___________________________________________________________________
 FF0866  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FF0866  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF0866  DYNAMIC HT  -         119.175 (meters)     390.99  (feet)  COMP
 FF0866  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 FF0866
 FF0866  HORZ ORDER  -  SECOND
 FF0866  VERT ORDER  -  FIRST     CLASS II
 FF0866
 FF0866.The horizontal coordinates were established by classical geodetic methods
 FF0866.and adjusted by the National Geodetic Survey in September 1999..
 FF0866
 FF0866.The orthometric height was determined by differential leveling
 FF0866.and adjusted by the National Geodetic Survey in June 1991..
 FF0866
 FF0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0866
 FF0866.The geoid height was determined by GEOID03.
 FF0866
 FF0866.The dynamic height is computed by dividing the NAVD 88
 FF0866.geopotential number by the normal gravity value computed on the
 FF0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0866.degrees latitude (g = 980.6199 gals.).
 FF0866
 FF0866.The modeled gravity was interpolated from observed gravity values.
 FF0866
 FF0866;                    North         East     Units Scale Factor Converg.
 FF0866;SPC AR N     -   165,252.923   509,980.669   MT  0.99994414   +0 42 29.6
 FF0866;SPC AR N     -   542,167.30  1,673,161.58   sFT  0.99994414   +0 42 29.6
 FF0866;UTM  15      - 3,965,891.683   700,297.181   MT  1.00009438   +1 17 52.3
 FF0866
 FF0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0866!SPC AR N     -   0.99998564  x   0.99994414  =   0.99992978
 FF0866!UTM  15      -   0.99998564  x   1.00009438  =   1.00008002
 FF0866
 FF0866:                Primary Azimuth Mark                     Grid Az
 FF0866:SPC AR N     -  JONESBORO RADIO STA KNEA MAST            048 11 26.5
 FF0866:UTM  15      -  JONESBORO RADIO STA KNEA MAST            047 36 03.8
 FF0866
 FF0866|---------------------------------------------------------------------|
 FF0866| PID    Reference Object                     Distance      Geod. Az  |
 FF0866|                                                           dddmmss.s |
 FF0866| FF2105 JONESBORO RADIO STA KNEA MAST       APPROX. 6.4 KM 0485356.1 |
 FF0866| FF0867 SLOAN RM 1                           28.529 METERS 08324     |
 FF0866| FF2130 JIM CRANE ELEVATOR                  APPROX. 5.1 KM 2144127.3 |
 FF0866| FF2131 CASH R BRANDS RICE MILLS ELEV       APPROX.13.3 KM 2592155.0 |
 FF0866| FF0864 SLOAN AZ MK                                        2834720.4 |
 FF0866| FF0865 SLOAN RM 2                           26.247 METERS 33904     |
 FF0866|---------------------------------------------------------------------|
 FF0866
 FF0866                          SUPERSEDED SURVEY CONTROL
 FF0866
 FF0866  NAD 83(1997)-  35 49 00.29291(N)    090 46 58.51770(W) AD(       ) 2
 FF0866  NAD 83(1986)-  35 49 00.29737(N)    090 46 58.51649(W) AD(       ) 2
 FF0866  NAD 27      -  35 49 00.02560(N)    090 46 58.10450(W) AD(       ) 2
 FF0866  NGVD 29 (??/??/??)  119.194  (m)          391.06   (f) ADJUSTED    1 2
 FF0866
 FF0866.Superseded values are not recommended for survey control.
 FF0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0866.See file dsdata.txt to determine how the superseded data were derived.
 FF0866
 FF0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0029765892(NAD 83)
 FF0866_MARKER: DS = TRIANGULATION STATION DISK
 FF0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0866_STAMPING: SLOAN 1954
 FF0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0866+STABILITY: SURFACE MOTION
 FF0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0866+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 FF0866
 FF0866  HISTORY     - Date     Condition        Report By
 FF0866  HISTORY     - 1954     MONUMENTED       CGS
 FF0866  HISTORY     - 1956     GOOD             CGS
 FF0866  HISTORY     - 1956     GOOD             CGS
 FF0866  HISTORY     - 20020826 GOOD             USACE
 FF0866
 FF0866                          STATION DESCRIPTION
 FF0866
 FF0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF0866'THE STATION IS IN SECTION 28, R 3 E, T 14 N, ON A SMALL KNOLL
 FF0866'THAT AT ONE TIME WAS THE SITE OF SOME FARM BUILDINGS, ON LAND
 FF0866'OWNED BY MR. EUGENE SLOAN OF JONESBORO, ABOUT 4.5 MILES
 FF0866'WEST-SOUTHWEST OF JONESBORO, 81 FEET SOUTH OF THE CENTER OF A
 FF0866'GRAVELED ROAD, 60 FEET SOUTH OF A WIRE FENCE, 20 FEET SOUTHEAST
 FF0866'OF THE EAST WALL OF A DUG WELL AND 15 FEET SOUTHEAST OF A WHITE
 FF0866'4 IN X 4 IN WITNESS POST.
 FF0866'
 FF0866'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 1,
 FF0866'18 AND U.S. HIGHWAY 63 IN THE SOUTH PART OF JONESBORO, GO
 FF0866'WESTERLY ON STATE HIGHWAY 18 AND U.S. HIGHWAY 63 FOR 1.4 MILES
 FF0866'AT A CROSS STREET WHERE THE HIGHWAYS GO STRAIGHT NORTH, TURN
 FF0866'LEFT AND GO WEST ON A MACADAM ROAD FOR 0.8 MILE TO A ROAD FORK
 FF0866'AT THE BURVILLAH SCHOOL HOUSE, TURN LEFT AND FOLLOW THE MAIN
 FF0866'ROAD FOR 1.1 MILE TO ANOTHER ROAD FORK, CONTINUE SOUTHEASTERLY
 FF0866'ON THE MAIN ROAD FOR 1.1 MILES TO A NARROW WOODEN BRIDGE,
 FF0866'CONTINUE ON THE MAIN ROAD (SOUTH AND SOUTHEAST) FOR 1 MILE TO
 FF0866'THE TOP OF A SMALL HILL AND THE STATION AS DESCRIBED.
 FF0866'
 FF0866'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 FF0866'GRAVELED ROAD FOR 0.55 MILE TO A WOODEN BRIDGE THAT SPANS THE
 FF0866'RAILROAD TRACKS, CROSS BRIDGE AND GO SOUTH FOR 0.1 MILE TO
 FF0866'WHERE THE ROAD TURNS TO THE WEST AND THE AZIMUTH MARK SOUTH
 FF0866'OF THIS POINT AS DESCRIBED.
 FF0866'
 FF0866'THE STATION MARK IS 12-INCHES UNDER THE SURFACE OF THE GROUND
 FF0866'AND THE DISK IS STAMPED SLOAN 1954.
 FF0866'
 FF0866'REFERENCE MARK 1 IS 21 FEET SOUTH OF THE CENTER OF THE GRAVELED
 FF0866'ROAD AND 3 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4
 FF0866'INCHES AND THE DISK IS STAMPED SLOAN NO 1 1954.
 FF0866'
 FF0866'REFERENCE MARK 2 IS 36 FEET WEST OF A GATE POST, 21 FEET SOUTH
 FF0866'OF THE CENTER OF THE GRAVELED ROAD AND 3 FEET SOUTH OF A WIRE
 FF0866'FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 FF0866'SLOAN NO 2 1954.
 FF0866'
 FF0866'THE AZIMUTH MARK IS 150 FEET SOUTH OF THE CENTER OF THE
 FF0866'GRAVELED ROAD, 120 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE,
 FF0866'81 FEET SOUTH OF A 24-INCH OAK TREE, 4 FEET SOUTH OF A WHITE
 FF0866'4 IN X 4 IN WITNESS POST AND 4 FEET EAST OF A WIRE FENCE.
 FF0866'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SLOAN 1954.
 FF0866'
 FF0866'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 FF0866'POSTS.
 FF0866'
 FF0866'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF0866
 FF0866                          STATION RECOVERY (1956)
 FF0866
 FF0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CS)
 FF0866'THE STATION IS IN SECTION 28, R 3 E, T 14 N, ON A SMALL KNOLL
 FF0866'AT AN ABANDONED FARM SITE, ON LAND OWNED BY MR. EUGENE SLOAN OF
 FF0866'JONESBORO, ABOUT 4.5 MILES WEST-SOUTHWEST OF JONESBORO, 76
 FF0866'FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 61 FEET SOUTH
 FF0866'OF CENTER OF A GATE, 18 FEET SOUTHEAST OF SOUTHEAST EDGE OF A DUG
 FF0866'WELL, 15 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, IN THE
 FF0866'TOP OF A CONCRETE POST ABOUT 10 INCHES UNDERGROUND AND STAMPED
 FF0866'SLOAN 1954.
 FF0866'
 FF0866'REFERENCE MARK NO. 1 IS 93.56 FEET (28.516 METERS) EAST-NORTHEAST
 FF0866'OF THE STATION, 21 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD,
 FF0866'3 FEET SOUTH OF A FENCE LINE, 84 FEET WEST-NORTHWEST AND ACROSS
 FF0866'ROAD FROM A 24-INCH OAK TREE, 98 FEET EAST OF CENTER OF A GATE,
 FF0866'105 FEET NORTHEAST OF NORTHEAST FACE OF A DUG WELL, ABOUT 5
 FF0866'FEET ABOVE LEVEL OF ROAD, IN A CONCRETE POST PROJECTING 3
 FF0866'INCHES AND STAMPED SLOAN NO 1 1954.
 FF0866'
 FF0866'REFERENCE MARK NO. 2 IS 86.05 FEET (26.228 METERS) NORTH-NORTHWEST
 FF0866'OF THE STATION, 30 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD,
 FF0866'45 FEET WEST OF CENTER OF GATE, 41 FEET SOUTHEAST OF AN 8-INCH
 FF0866'CEDAR TREE, 64 FEET NORTH-NORTHWEST OF NORTHWEST FACE OF A DUG
 FF0866'WELL, 3 FEET SOUTH OF A FENCE LINE, ABOUT 3 FEET ABOVE LEVEL
 FF0866'OF ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 FF0866'AND STAMPED SLOAN NO 2 1954.
 FF0866'
 FF0866'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTH OF OVERPASS OF GRAVEL
 FF0866'ROAD OVER THE ST. LOUIS-SOUTHWESTERN RAILWAY, ACROSS TRACK AND
 FF0866'A DEEP CUT ON RAILROAD FROM TELEPHONE POLE NO. 130/10, ABOUT
 FF0866'100 YARDS WEST OF TRACK, ON THE OUTSIDE OF A CURVE IN GRAVEL
 FF0866'ROAD WITH TANGENTS EXTENDING WEST AND NORTH, 76 FEET SOUTH OF
 FF0866'THE EXTENDED CENTER LINE OF WEST TANGENT OF ROAD, 65 FEET SOUTH
 FF0866'OF A FENCE CORNER, 76 FEET SOUTH OF A 36-INCH OAK TREE, 127
 FF0866'FEET SOUTH-SOUTHWEST OF A POWER POLE AT A TURN IN POWER LINE,
 FF0866'4 FEET EAST OF A FENCE LINE, 4 FEET SOUTH OF A WHITE WOODEN
 FF0866'WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF GRAVEL ROAD, 52
 FF0866'FEET ABOVE LEVEL OF TRACK, IN A CONCRETE POST PROJECTING 3
 FF0866'INCHES AND STAMPED SLOAN 1954.
 FF0866'
 FF0866'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 FF0866'1 AND 18 WITH U.S. HIGHWAY 63 IN THE SOUTH PART OF JONESBORO, GO
 FF0866'WEST AND NORTHWEST ALONG HIGHWAY 63 FOR ABOUT 1.4 MILES TO THE
 FF0866'INTERSECTION OF MATTHEWS AVENUE, THENCE ABOUT 0.9 MILE WEST
 FF0866'ALONG MATTHEWS AVENUE AND A GRAVEL ROAD TO JUNCTION OF A ROAD
 FF0866'SOUTH AT BURVILLAH SCHOOL, THENCE ABOUT 1.2 MILES SOUTH AND
 FF0866'SOUTHWEST ALONG A GRAVEL ROAD TO THE JUNCTION OF A GRAVEL ROAD
 FF0866'WEST, THENCE ABOUT 1.4 MILES WEST ALONG MAIN ROAD TO A NARROW
 FF0866'WOODEN BRIDGE OVER A STREAM, THENCE ABOUT 1.3 MILES
 FF0866'SOUTHWEST, SOUTH AND WEST ALONG GRAVEL ROAD TO THE TOP OF A
 FF0866'HILL AND STATION ON LEFT.  TO REACH THE AZIMUTH MARK
 FF0866'FROM THE STATION CONTINUE WEST ON GRAVEL ROAD FOR ABOUT 0.4
 FF0866'MILE TO OVERPASS OVER THE ST. LOUIS SOUTHWESTERN RAILWAY,
 FF0866'THENCE ABOUT 0.1 MILE SOUTH ALONG GRAVEL ROAD TO CURVE IN
 FF0866'ROAD AND THE AZIMUTH MARK ON LEFT.
 FF0866
 FF0866                          STATION RECOVERY (1956)
 FF0866
 FF0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0866'3.8 MI NE FROM GIBSON.
 FF0866'3.4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0866'THE ROAD CROSSING AT GIBSON TO A GRAVEL ROAD OVERPASS OVER TRACK,
 FF0866'THENCE ABOUT 0.4 MILE EAST ALONG GRAVEL ROAD TO THE TOP OF A
 FF0866'GRADE, 76 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 61 FEET
 FF0866'SOUTH OF CENTER OF A GATE, 18 FEET SOUTHEAST OF SOUTHEAST EDGE
 FF0866'OF A DUG WELL, 15 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST
 FF0866'AND SET IN THE TOP OF A CONCRETE POST ABOUT 10 INCHES UNDERGROUND.
 FF0866'NOTE-- TO REACH FROM INTERSECTION OF STATE HIGHWAYS 1 AND 18
 FF0866'WITH U.S. HIGHWAY 63 IN THE SOUTH PART OF JONESBORO, GO WEST AND
 FF0866'NORTHWEST ALONG HIGHWAY 63 FOR 1.4 MILES TO THE INTERSECTION OF
 FF0866'MATTHEWS AVENUE, THENCE ABOUT 0.9 MILE WEST ALONG MATTHEWS AVENUE
 FF0866'AND GRAVEL ROAD TO BURVILLAH SCHOOL AND ROAD SOUTH, THENCE ABOUT
 FF0866'1.2 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD TO JUNCTION OF
 FF0866'A GRAVEL ROAD WEST, THENCE ABOUT 1.4 MILES WEST ALONG MAIN ROAD
 FF0866'TO A NARROW WOODEN BRIDGE OVER A STREAM, THENCE ABOUT 1.3 MILES
 FF0866'SOUTHWEST, SOUTH AND WEST ALONG GRAVEL ROAD TO THE TOP OF A HILL
 FF0866'AND STATION ON LEFT.  THE STATION MARK IS 86.05 FEET SOUTH-SOUTHEAST
 FF0866'OF RM NO. 2 AND 93.56 FEET WEST-SOUTHWEST OF RM NO. 1.
 FF0866
 FF0866                          STATION RECOVERY (2002)
 FF0866
 FF0866'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0866'THE ROAD, STRAWFLOOR, IS NOW PAVED. GATE REMAINS LOCKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0864 ***********************************************************************
 FF0864  DESIGNATION -  SLOAN AZ MK
 FF0864  PID         -  FF0864
 FF0864  STATE/COUNTY-  AR/CRAIGHEAD
 FF0864  USGS QUAD   -  HERMAN (1980)
 FF0864
 FF0864                         *CURRENT SURVEY CONTROL
 FF0864  ___________________________________________________________________
 FF0864* NAD 83(1986)-  35 49 04.     (N)    090 47 20.     (W)     SCALED    
 FF0864* NAVD 88     -       109.821  (meters)     360.30   (feet)  ADJUSTED  
 FF0864  ___________________________________________________________________
 FF0864  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF0864  DYNAMIC HT  -         109.728 (meters)     360.00  (feet)  COMP
 FF0864  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 FF0864
 FF0864  VERT ORDER  -  FIRST     CLASS II
 FF0864
 FF0864.The horizontal coordinates were scaled from a topographic map and have
 FF0864.an estimated accuracy of +/- 6 seconds.
 FF0864
 FF0864.The orthometric height was determined by differential leveling
 FF0864.and adjusted by the National Geodetic Survey in June 1991..
 FF0864
 FF0864.The geoid height was determined by GEOID03.
 FF0864
 FF0864.The dynamic height is computed by dividing the NAVD 88
 FF0864.geopotential number by the normal gravity value computed on the
 FF0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0864.degrees latitude (g = 980.6199 gals.).
 FF0864
 FF0864.The modeled gravity was interpolated from observed gravity values.
 FF0864
 FF0864;                    North         East    Units  Estimated Accuracy
 FF0864;SPC AR N     -   165,360.      509,440.      MT  (+/- 180 meters Scaled)
 FF0864
 FF0864                          SUPERSEDED SURVEY CONTROL
 FF0864
 FF0864  NGVD 29 (??/??/??)  109.738  (m)          360.03   (f) ADJUSTED    1 2
 FF0864
 FF0864.Superseded values are not recommended for survey control.
 FF0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0864.See file dsdata.txt to determine how the superseded data were derived.
 FF0864
 FF0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV997659(NAD 83)
 FF0864_MARKER: DZ = AZIMUTH MARK DISK
 FF0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0864_STAMPING: SLOAN 1954
 FF0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0864+STABILITY: SURFACE MOTION
 FF0864
 FF0864  HISTORY     - Date     Condition        Report By
 FF0864  HISTORY     - 1954     MONUMENTED       CGS
 FF0864  HISTORY     - 1956     GOOD             CGS
 FF0864  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0864
 FF0864                          STATION DESCRIPTION
 FF0864
 FF0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0864'3.3 MI NE FROM GIBSON.
 FF0864'3.3 MILES NORTHEAST ALONG THE ST. LOUIS-SOUTHWESTERN RAILWAY
 FF0864'FROM ROAD CROSSING AT GIBSON, ABOUT 0.1 MILE SOUTH OF OVERPASS
 FF0864'OF A GRAVEL ROAD OVER THE TRACKS, ACROSS TRACK AND DEEP CUT
 FF0864'FROM TELEPHONE POLE NO. 130/10, ABOUT 100 YARDS WEST OF THE
 FF0864'TRACK, ON THE OUTSIDE OF A CURVE IN A GRAVEL ROAD WITH TANGENTS
 FF0864'EXTENDING WEST AND NORTH, 76 FEET SOUTH OF CENTER LINE OF THE
 FF0864'EXTENDED WEST TANGENT OF ROAD, 65 FEET SOUTH OF A FENCE CORNER,
 FF0864'76 FEET SOUTH OF A 36-INCH OAK TREE, 127 FEET SOUTH-SOUTHWEST
 FF0864'OF A POWER POLE AT A TURN IN POWER LINE, 4 FEET EAST OF A FENCE
 FF0864'LINE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 FF0864'ABOVE LEVEL OF GRAVEL ROAD, 52 FEET ABOVE LEVEL OF TRACK AND
 FF0864'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0864
 FF0864                          STATION RECOVERY (2002)
 FF0864
 FF0864'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0867 ***********************************************************************
 FF0867  DESIGNATION -  SLOAN RM 1
 FF0867  PID         -  FF0867
 FF0867  STATE/COUNTY-  AR/CRAIGHEAD
 FF0867  USGS QUAD   -  HERMAN (1980)
 FF0867
 FF0867                         *CURRENT SURVEY CONTROL
 FF0867  ___________________________________________________________________
 FF0867* NAD 83(1986)-  35 49 01.     (N)    090 46 56.     (W)     SCALED    
 FF0867* NAVD 88     -       119.136  (meters)     390.87   (feet)  ADJUSTED  
 FF0867  ___________________________________________________________________
 FF0867  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF0867  DYNAMIC HT  -         119.035 (meters)     390.53  (feet)  COMP
 FF0867  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 FF0867
 FF0867  VERT ORDER  -  FIRST     CLASS II
 FF0867
 FF0867.The horizontal coordinates were scaled from a topographic map and have
 FF0867.an estimated accuracy of +/- 6 seconds.
 FF0867
 FF0867.The orthometric height was determined by differential leveling
 FF0867.and adjusted by the National Geodetic Survey in June 1991..
 FF0867
 FF0867.The geoid height was determined by GEOID03.
 FF0867
 FF0867.The dynamic height is computed by dividing the NAVD 88
 FF0867.geopotential number by the normal gravity value computed on the
 FF0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0867.degrees latitude (g = 980.6199 gals.).
 FF0867
 FF0867.The modeled gravity was interpolated from observed gravity values.
 FF0867
 FF0867;                    North         East    Units  Estimated Accuracy
 FF0867;SPC AR N     -   165,280.      510,040.      MT  (+/- 180 meters Scaled)
 FF0867
 FF0867                          SUPERSEDED SURVEY CONTROL
 FF0867
 FF0867  NGVD 29 (??/??/??)  119.054  (m)          390.60   (f) ADJUSTED    1 2
 FF0867
 FF0867.Superseded values are not recommended for survey control.
 FF0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0867.See file dsdata.txt to determine how the superseded data were derived.
 FF0867
 FF0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV003659(NAD 83)
 FF0867_MARKER: DR = REFERENCE MARK DISK
 FF0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0867_STAMPING: SLOAN NO 1 1954
 FF0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0867+STABILITY: SURFACE MOTION
 FF0867
 FF0867  HISTORY     - Date     Condition        Report By
 FF0867  HISTORY     - 1954     MONUMENTED       CGS
 FF0867  HISTORY     - 1956     GOOD             CGS
 FF0867
 FF0867                          STATION DESCRIPTION
 FF0867
 FF0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0867'3.8 MI NE FROM GIBSON.
 FF0867'3.4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0867'THE ROAD CROSSING AT GIBSON, TO A GRAVEL ROAD OVERPASS OVER TRACK,
 FF0867'THENCE ABOUT 0.4 MILE EAST ALONG GRAVEL ROAD, 21 FEET
 FF0867'SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 3 FEET SOUTH OF A FENCE,
 FF0867'84 FEET WEST-NORTHWEST AND ACROSS ROAD FROM A 24-INCH OAK TREE,
 FF0867'98 FEET EAST OF CENTER OF A GATE, 105 FEET NORTHEAST OF NORTHEAST
 FF0867'FACE OF A DUG WELL, ABOUT 5 FEET ABOVE LEVEL OF ROAD AND SET
 FF0867'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- SEE
 FF0867'NOTE ON DESCRIPTION OF SLOAN HOW TO REACH FROM JONESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0865 ***********************************************************************
 FF0865  DESIGNATION -  SLOAN RM 2
 FF0865  PID         -  FF0865
 FF0865  STATE/COUNTY-  AR/CRAIGHEAD
 FF0865  USGS QUAD   -  HERMAN (1980)
 FF0865
 FF0865                         *CURRENT SURVEY CONTROL
 FF0865  ___________________________________________________________________
 FF0865* NAD 83(1986)-  35 48 59.     (N)    090 46 56.     (W)     SCALED    
 FF0865* NAVD 88     -       119.080  (meters)     390.68   (feet)  ADJUSTED  
 FF0865  ___________________________________________________________________
 FF0865  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF0865  DYNAMIC HT  -         118.979 (meters)     390.35  (feet)  COMP
 FF0865  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 FF0865
 FF0865  VERT ORDER  -  FIRST     CLASS II
 FF0865
 FF0865.The horizontal coordinates were scaled from a topographic map and have
 FF0865.an estimated accuracy of +/- 6 seconds.
 FF0865
 FF0865.The orthometric height was determined by differential leveling
 FF0865.and adjusted by the National Geodetic Survey in June 1991..
 FF0865
 FF0865.The geoid height was determined by GEOID03.
 FF0865
 FF0865.The dynamic height is computed by dividing the NAVD 88
 FF0865.geopotential number by the normal gravity value computed on the
 FF0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0865.degrees latitude (g = 980.6199 gals.).
 FF0865
 FF0865.The modeled gravity was interpolated from observed gravity values.
 FF0865
 FF0865;                    North         East    Units  Estimated Accuracy
 FF0865;SPC AR N     -   165,210.      510,040.      MT  (+/- 180 meters Scaled)
 FF0865
 FF0865                          SUPERSEDED SURVEY CONTROL
 FF0865
 FF0865  NGVD 29 (??/??/??)  118.997  (m)          390.41   (f) ADJUSTED    1 2
 FF0865
 FF0865.Superseded values are not recommended for survey control.
 FF0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0865.See file dsdata.txt to determine how the superseded data were derived.
 FF0865
 FF0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV003658(NAD 83)
 FF0865_MARKER: DR = REFERENCE MARK DISK
 FF0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0865_STAMPING: SLOAN NO 2 1954
 FF0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0865+STABILITY: SURFACE MOTION
 FF0865
 FF0865  HISTORY     - Date     Condition        Report By
 FF0865  HISTORY     - 1954     MONUMENTED       CGS
 FF0865  HISTORY     - 1956     GOOD             CGS
 FF0865
 FF0865                          STATION DESCRIPTION
 FF0865
 FF0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0865'3.8 MI NE FROM GIBSON.
 FF0865'3.4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0865'FROM THE ROAD CROSSING AT GIBSON TO AN OVERPASS OF GRAVEL ROAD
 FF0865'OVER TRACK, THENCE ABOUT 0.4 MILE EAST ALONG GRAVEL ROAD, 30 FEET
 FF0865'SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 45 FEET WEST OF CENTER
 FF0865'OF A GATE, 41 FEET SOUTHEAST OF AN 8-INCH CEDAR TREE, 64 FEET
 FF0865'NORTH-NORTHWEST OF NORTHWEST FACE OF A DUG WELL, 3 FEET SOUTH OF
 FF0865'A FENCE LINE, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 FF0865'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1776 ***********************************************************************
 FF1776  DESIGNATION -  SLOUGH
 FF1776  PID         -  FF1776
 FF1776  STATE/COUNTY-  AR/INDEPENDENCE
 FF1776  USGS QUAD   -  SWIFTON WEST (1980)
 FF1776
 FF1776                         *CURRENT SURVEY CONTROL
 FF1776  ___________________________________________________________________
 FF1776* NAD 83(1997)-  35 50 14.65150(N)    091 14 45.47657(W)     ADJUSTED  
 FF1776* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 FF1776  ___________________________________________________________________
 FF1776  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FF1776  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF1776
 FF1776  HORZ ORDER  -  SECOND
 FF1776
 FF1776.The horizontal coordinates were established by classical geodetic methods
 FF1776.and adjusted by the National Geodetic Survey in September 1999..
 FF1776
 FF1776.The orthometric height was scaled from a topographic map.
 FF1776
 FF1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1776
 FF1776.The geoid height was determined by GEOID03.
 FF1776
 FF1776;                    North         East     Units Scale Factor Converg.
 FF1776;SPC AR N     -   167,125.932   468,121.430   MT  0.99994566   +0 26 19.6
 FF1776;SPC AR N     -   548,312.33  1,535,828.39   sFT  0.99994566   +0 26 19.6
 FF1776;UTM  15      - 3,967,334.335   658,418.666   MT  0.99990925   +1 01 37.8
 FF1776
 FF1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1776!SPC AR N     -   0.99999353  x   0.99994566  =   0.99993919
 FF1776!UTM  15      -   0.99999353  x   0.99990925  =   0.99990278
 FF1776
 FF1776:                Primary Azimuth Mark                     Grid Az
 FF1776:SPC AR N     -  TUCKERMAN MUNICIPAL TANK                 160 47 28.7
 FF1776:UTM  15      -  TUCKERMAN MUNICIPAL TANK                 160 12 10.5
 FF1776
 FF1776|---------------------------------------------------------------------|
 FF1776| PID    Reference Object                     Distance      Geod. Az  |
 FF1776|                                                           dddmmss.s |
 FF1776| FF1781 TUCKERMAN MUNICIPAL TANK            APPROX.12.9 KM 1611348.3 |
 FF1776| CI3216 SLOUGH RM 1                          28.172 METERS 21739     |
 FF1776| CI3215 SLOUGH AZ MK                                       2213520.0 |
 FF1776| FF1806 CHARLOTTE                           APPROX.17.6 KM 2862349.1 |
 FF1776| FF1775 TT CA 10                             13.292 METERS 35229     |
 FF1776|---------------------------------------------------------------------|
 FF1776
 FF1776                          SUPERSEDED SURVEY CONTROL
 FF1776
 FF1776  NAD 83(1997)-  35 50 14.65886(N)    091 14 45.47728(W) AD(       ) 2
 FF1776  NAD 83(1986)-  35 50 14.66298(N)    091 14 45.47732(W) AD(       ) 2
 FF1776  NAD 27      -  35 50 14.39220(N)    091 14 45.01480(W) AD(       ) 2
 FF1776
 FF1776.Superseded values are not recommended for survey control.
 FF1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1776.See file dsdata.txt to determine how the superseded data were derived.
 FF1776
 FF1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5841967334(NAD 83)
 FF1776_MARKER: DS = TRIANGULATION STATION DISK
 FF1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1776
 FF1776  HISTORY     - Date     Condition        Report By
 FF1776  HISTORY     - 1954     MONUMENTED       CGS
 FF1776  HISTORY     - 1975     GOOD             USGS
 FF1776
 FF1776                          STATION DESCRIPTION
 FF1776
 FF1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1776'THE STATION IS ABOUT 8 MILES NORTHWEST OF TUCKERMAN, AND 6 MILES
 FF1776'NORTHEAST OF CORD, NEAR THE WEST EDGE OF THE BLACK RIVER AND
 FF1776'IN SECTION 19, R 2 W, T 14 N.  IT IS 68 FEET SOUTH OF THE
 FF1776'CENTER OF A GRAVELED ROAD, 53 FEET SOUTHEAST OF A FENCE CORNER,
 FF1776'AND 7 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.
 FF1776'
 FF1776'TO REACH THE STATION FROM THE POST OFFICE IN CORD, GO NORTH
 FF1776'AND NORTHEAST ON STATE HIGHWAY 122 FOR 0.7 MILE TO STATE
 FF1776'HIGHWAY 25, CONTINUE NORTH ON HIGHWAY 25 FOR 3.1 MILES TO THE
 FF1776'VILLAGE OF DOWDY, CONTINUE NORTHERLY ON HIGHWAY 25 FOR 0.35
 FF1776'MILE TO A T-JUNCTION, TURN RIGHT AND GO EAST AND SOUTHEAST
 FF1776'4.2 MILES TO A T-JUNCTION AT A GATE ON THE RIGHT, (THE AZIMUTH
 FF1776'MARK IS 0.25 MILE SOUTH OF THIS POINT) CONTINUE EAST 0.1 MILE
 FF1776'TO THE STATION ON THE RIGHT.
 FF1776'
 FF1776'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FF1776'STAMPED SLOUGH 1954.
 FF1776'
 FF1776'REFERENCE MARK 1 IS 23 FEET EAST OF A FENCE.  THE MARK PROJECTS
 FF1776'4 INCHES AND THE DISK IS STAMPED SLOUGH NO 1 1954.
 FF1776'
 FF1776'TT CA 10 (USGS) IS 33 FEET SOUTH OF THE CENTER OF THE ROAD
 FF1776'AND 18 FEET EAST OF THE FENCE CORNER.  THE MARK IS A STANDARD
 FF1776'BRONZE DISK OF THE UNITED STATES GEOLOGICAL SURVEY SET IN THE
 FF1776'TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 3 INCHES.
 FF1776'THE DISK IS STAMPED TT CA 10 1952 231.
 FF1776'
 FF1776'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF A GRAVELED
 FF1776'ROAD, 3 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST AND
 FF1776'3 FEET WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 FF1776'DISK IS STAMPED SLOUGH 1954.
 FF1776'
 FF1776'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF1776
 FF1776                          STATION RECOVERY (1975)
 FF1776
 FF1776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF1776'STA. MK. AND RM 1 FOUND IN GOOD COND. AS DESCRIBED.
 FF1776'
 FF1776'TTCA10=DEST.
 FF1776'
 FF1776'AZ. MK. = NF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0205 ***********************************************************************
 DL0205  DESIGNATION -  SMACKOVER
 DL0205  PID         -  DL0205
 DL0205  STATE/COUNTY-  AR/OUACHITA
 DL0205  USGS QUAD   -  SNOW HILL (1985)
 DL0205
 DL0205                         *CURRENT SURVEY CONTROL
 DL0205  ___________________________________________________________________
 DL0205* NAD 83(1997)-  33 24 41.42291(N)    092 41 12.06524(W)     ADJUSTED  
 DL0205* NAVD 88     -        57.463  (meters)     188.53   (feet)  ADJUSTED  
 DL0205  ___________________________________________________________________
 DL0205  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DL0205  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0205  DYNAMIC HT  -          57.403 (meters)     188.33  (feet)  COMP
 DL0205  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 DL0205
 DL0205  HORZ ORDER  -  THIRD
 DL0205  VERT ORDER  -  FIRST     CLASS II
 DL0205
 DL0205.The horizontal coordinates were established by classical geodetic methods
 DL0205.and adjusted by the National Geodetic Survey in September 1999..
 DL0205
 DL0205.The orthometric height was determined by differential leveling
 DL0205.and adjusted by the National Geodetic Survey in June 1991..
 DL0205
 DL0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0205
 DL0205.The geoid height was determined by GEOID03.
 DL0205
 DL0205.The dynamic height is computed by dividing the NAVD 88
 DL0205.geopotential number by the normal gravity value computed on the
 DL0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0205.degrees latitude (g = 980.6199 gals.).
 DL0205
 DL0205.The modeled gravity was interpolated from observed gravity values.
 DL0205
 DL0205;                    North         East     Units Scale Factor Converg.
 DL0205;SPC AR S     -   482,826.982   336,128.591   MT  0.99997715   -0 23 03.6
 DL0205;SPC AR S     - 1,584,074.86  1,102,781.89   sFT  0.99997715   -0 23 03.6
 DL0205;UTM  15      - 3,696,951.948   529,132.036   MT  0.99961046   +0 10 21.1
 DL0205
 DL0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0205!SPC AR S     -   0.99999510  x   0.99997715  =   0.99997225
 DL0205!UTM  15      -   0.99999510  x   0.99961046  =   0.99960556
 DL0205
 DL0205|---------------------------------------------------------------------|
 DL0205| PID    Reference Object                     Distance      Geod. Az  |
 DL0205|                                                           dddmmss.s |
 DL0205| DL0206 SMACKOVER RM 1                       21.906 METERS 09114     |
 DL0205| DL0204 SMACKOVER RM 2                       19.776 METERS 19021     |
 DL0205| DL0203 SMACKOVER AZ MK                                    2912303.4 |
 DL0205|---------------------------------------------------------------------|
 DL0205
 DL0205                          SUPERSEDED SURVEY CONTROL
 DL0205
 DL0205  NAD 83(1997)-  33 24 41.43233(N)    092 41 12.05835(W) AD(       ) 3
 DL0205  NAD 83(1986)-  33 24 41.43475(N)    092 41 12.05734(W) AD(       ) 3
 DL0205  NAD 27      -  33 24 41.00300(N)    092 41 11.49800(W) AD(       ) 3
 DL0205  NGVD 29 (??/??/92)   57.496  (m)          188.63   (f) ADJ UNCH    1 2
 DL0205
 DL0205.Superseded values are not recommended for survey control.
 DL0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0205.See file dsdata.txt to determine how the superseded data were derived.
 DL0205
 DL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2913296952(NAD 83)
 DL0205_MARKER: DS = TRIANGULATION STATION DISK
 DL0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0205_STAMPING: SMACKOVER 1952
 DL0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0205+STABILITY: SURFACE MOTION
 DL0205
 DL0205  HISTORY     - Date     Condition        Report By
 DL0205  HISTORY     - 1952     MONUMENTED       CGS
 DL0205  HISTORY     - 1960     GOOD             NGS
 DL0205  HISTORY     - 1964     GOOD             CGS
 DL0205  HISTORY     - 1964     GOOD             NGS
 DL0205
 DL0205                          STATION DESCRIPTION
 DL0205
 DL0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL0205'THE STATION IS IN SECTION 19, T 15 S, R 15 W, 4 MILES NORTHEAST
 DL0205'OF SMACKOVER, 1-1/2 MILES SOUTH OF THE OUACHITA RIVER, 41
 DL0205'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 18 FEET NORTHEAST
 DL0205'OF A FENCE CORNER, 11 FEET SOUTHWEST OF A 6-INCH PINE TREE
 DL0205'AND 4 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL0205'
 DL0205'TO REACH THE STATION FROM THE FREIGHT DEPOT IN SMACKOVER,
 DL0205'GO NORTH ON A PAVED ROAD FOR 0.15 MILE TO A Y-JUNCTION, BEAR
 DL0205'LEFT AND CONTINUE ON THE PAVED ROAD WEST AND NORTH FOR 0.85
 DL0205'MILE TO A BRIDGE AT THE END OF THE PAVED ROAD, CONTINUE
 DL0205'NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO A PAVED ROAD ON
 DL0205'THE RIGHT, CONTINUE NORTH ON THE GRAVELED ROAD FOR 1.8 MILES
 DL0205'TO A CROSS ROAD, CONTINUE NORTH 0.9 MILE TO A Y-JUNCTION,
 DL0205'BEAR RIGHT AND GO EASTERLY FOR 1.8 MILES TO THE AZIMUTH
 DL0205'MARK ON THE RIGHT, CONTINUE EASTERLY FOR 0.3 MILE TO THE
 DL0205'STATION ON THE LEFT.
 DL0205'
 DL0205'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL0205'SMACKOVER 1952.
 DL0205'
 DL0205'REFERENCE MARK 1 IS 59 FEET NORTH OF THE CENTER OF THE ROAD,
 DL0205'25 FEET SOUTH OF A FENCE AND 13 FEET NORTHWEST OF THE CENTER
 DL0205'OF A TRACK ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK
 DL0205'IS STAMPED SMACKOVER NO 1 1952.
 DL0205'
 DL0205'REFERENCE MARK 2 IS 27 FEET SOUTH OF THE CENTER OF THE ROAD
 DL0205'AND 5 FEET NORTH OF A 6-INCH PINE TREE.  THE MARK PROJECTS
 DL0205'6 INCHES AND THE DISK IS STAMPED SMACKOVER NO 2 1952.
 DL0205'
 DL0205'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL0205
 DL0205                          STATION RECOVERY (1960)
 DL0205
 DL0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0205'10.1 MI NW FROM NORPHLET.
 DL0205'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0205'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0205'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0205'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0205'THENCE 4.0 MILES NORTHWEST ALONG A GRAVELED ROAD, AT THE SOUTHEAST
 DL0205'CORNER OF A SMALL CLEARING, IN SECTION 19, T 15 S, R 15 W, ON THE
 DL0205'CREST OF A SMALL HILL, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DL0205'48 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A WOODS ROAD, 17
 DL0205'FEET EAST OF A FENCE CORNER POST, 71.8 FEET WEST OF SMACKOVER R.M. 1,
 DL0205'64.8 FEET NORTH OF AND ACROSS THE ROAD FROM SMACKOVER R.M. 2, 1 1/2
 DL0205'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD, AND
 DL0205'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0205
 DL0205                          STATION RECOVERY (1964)
 DL0205
 DL0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL0205'THIS STATION RECOVERED AS ORIGINALLY DESCRIBED AND ALL MARKS
 DL0205'FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION
 DL0205'FROM SMACKOVER IS ADEQUATE FOR RECOVERY.
 DL0205
 DL0205                          STATION RECOVERY (1964)
 DL0205
 DL0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0203 ***********************************************************************
 DL0203  DESIGNATION -  SMACKOVER AZ MK
 DL0203  PID         -  DL0203
 DL0203  STATE/COUNTY-  AR/OUACHITA
 DL0203  USGS QUAD   -  SNOW HILL (1985)
 DL0203
 DL0203                         *CURRENT SURVEY CONTROL
 DL0203  ___________________________________________________________________
 DL0203* NAD 83(1986)-  33 24 45.     (N)    092 41 27.     (W)     SCALED    
 DL0203* NAVD 88     -        51.138  (meters)     167.78   (feet)  ADJUSTED  
 DL0203  ___________________________________________________________________
 DL0203  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0203  DYNAMIC HT  -          51.085 (meters)     167.60  (feet)  COMP
 DL0203  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 DL0203
 DL0203  VERT ORDER  -  FIRST     CLASS II
 DL0203
 DL0203.The horizontal coordinates were scaled from a topographic map and have
 DL0203.an estimated accuracy of +/- 6 seconds.
 DL0203
 DL0203.The orthometric height was determined by differential leveling
 DL0203.and adjusted by the National Geodetic Survey in June 1991..
 DL0203
 DL0203.The geoid height was determined by GEOID03.
 DL0203
 DL0203.The dynamic height is computed by dividing the NAVD 88
 DL0203.geopotential number by the normal gravity value computed on the
 DL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0203.degrees latitude (g = 980.6199 gals.).
 DL0203
 DL0203.The modeled gravity was interpolated from observed gravity values.
 DL0203
 DL0203;                    North         East    Units  Estimated Accuracy
 DL0203;SPC AR S     -   482,940.      335,740.      MT  (+/- 180 meters Scaled)
 DL0203
 DL0203                          SUPERSEDED SURVEY CONTROL
 DL0203
 DL0203  NGVD 29 (??/??/92)   51.170  (m)          167.88   (f) ADJ UNCH    1 2
 DL0203
 DL0203.Superseded values are not recommended for survey control.
 DL0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0203.See file dsdata.txt to determine how the superseded data were derived.
 DL0203
 DL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS287970(NAD 83)
 DL0203_MARKER: DZ = AZIMUTH MARK DISK
 DL0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0203_STAMPING: SMACKOVER 1952
 DL0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0203+STABILITY: SURFACE MOTION
 DL0203
 DL0203  HISTORY     - Date     Condition        Report By
 DL0203  HISTORY     - 1952     MONUMENTED       CGS
 DL0203  HISTORY     - 1960     GOOD             NGS
 DL0203  HISTORY     - 1964     GOOD             NGS
 DL0203
 DL0203                          STATION DESCRIPTION
 DL0203
 DL0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0203'10.45 MI NW FROM NORPHLET.
 DL0203'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0203'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0203'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0203'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0203'THENCE 4.35 MILES NORTHWEST ALONG A GRAVELED ROAD, 0.1 MILE WEST OF A
 DL0203'SMALL FARMHOUSE LOCATED ON THE NORTH SIDE OF THE ROAD, IN SECTION 18,
 DL0203'T 15 S, R 15 W, ABOUT 400 FEET SOUTHEAST OF THE CREST OF A SMALL HILL,
 DL0203'26 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 73 FEET WEST OF AND
 DL0203'ACROSS THE ROAD FROM A FENCE CORNER POST, 65 FEET SOUTHEAST OF A POWER
 DL0203'POLE, 12 FEET NORTHEAST OF A ROW OF POWER POLES, 1.5 FEET SOUTHWEST OF
 DL0203'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 DL0203'CONCRETE POST PROJECTING 6 INCHES.
 DL0203
 DL0203                          STATION RECOVERY (1964)
 DL0203
 DL0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0206 ***********************************************************************
 DL0206  DESIGNATION -  SMACKOVER RM 1
 DL0206  PID         -  DL0206
 DL0206  STATE/COUNTY-  AR/OUACHITA
 DL0206  USGS QUAD   -  SNOW HILL (1985)
 DL0206
 DL0206                         *CURRENT SURVEY CONTROL
 DL0206  ___________________________________________________________________
 DL0206* NAD 83(1986)-  33 24 41.     (N)    092 41 12.     (W)     SCALED    
 DL0206* NAVD 88     -        57.144  (meters)     187.48   (feet)  ADJUSTED  
 DL0206  ___________________________________________________________________
 DL0206  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0206  DYNAMIC HT  -          57.084 (meters)     187.28  (feet)  COMP
 DL0206  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 DL0206
 DL0206  VERT ORDER  -  FIRST     CLASS II
 DL0206
 DL0206.The horizontal coordinates were scaled from a topographic map and have
 DL0206.an estimated accuracy of +/- 6 seconds.
 DL0206
 DL0206.The orthometric height was determined by differential leveling
 DL0206.and adjusted by the National Geodetic Survey in June 1991..
 DL0206
 DL0206.The geoid height was determined by GEOID03.
 DL0206
 DL0206.The dynamic height is computed by dividing the NAVD 88
 DL0206.geopotential number by the normal gravity value computed on the
 DL0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0206.degrees latitude (g = 980.6199 gals.).
 DL0206
 DL0206.The modeled gravity was interpolated from observed gravity values.
 DL0206
 DL0206;                    North         East    Units  Estimated Accuracy
 DL0206;SPC AR S     -   482,810.      336,130.      MT  (+/- 180 meters Scaled)
 DL0206
 DL0206                          SUPERSEDED SURVEY CONTROL
 DL0206
 DL0206  NGVD 29 (??/??/92)   57.176  (m)          187.58   (f) ADJ UNCH    1 2
 DL0206
 DL0206.Superseded values are not recommended for survey control.
 DL0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0206.See file dsdata.txt to determine how the superseded data were derived.
 DL0206
 DL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS291969(NAD 83)
 DL0206_MARKER: DR = REFERENCE MARK DISK
 DL0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0206_STAMPING: SMACKOVER NO 1 1952
 DL0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0206+STABILITY: SURFACE MOTION
 DL0206
 DL0206  HISTORY     - Date     Condition        Report By
 DL0206  HISTORY     - 1952     MONUMENTED       CGS
 DL0206  HISTORY     - 1960     GOOD             NGS
 DL0206  HISTORY     - 1964     GOOD             NGS
 DL0206
 DL0206                          STATION DESCRIPTION
 DL0206
 DL0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0206'10.1 MI NW FROM NORPHLET.
 DL0206'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0206'STATION AT NORPHLET, THENCE 3.8 MILE NORTH ALONG AN ASPHALT ROAD,
 DL0206'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0206'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0206'THENCE 4.0 MILES NORTHWEST ALONG A GRAVELED ROAD, AT THE SOUTHEAST
 DL0206'CORNER OF A SMALL CLEARING, IN SECTION 19, T 15 S, R 15 W, 57 1/2 FEET
 DL0206'NORTH OF THE CENTER LINE OF THE ROAD, 11 1/2 FEET NORTH-NORTHWEST OF
 DL0206'THE CENTER LINE OF A WOODS ROAD, 71.8 FEET EAST OF TRIANGULATION
 DL0206'STATION SMACKOVER 1952, 25 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE
 DL0206'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0206
 DL0206                          STATION RECOVERY (1964)
 DL0206
 DL0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0204 ***********************************************************************
 DL0204  DESIGNATION -  SMACKOVER RM 2
 DL0204  PID         -  DL0204
 DL0204  STATE/COUNTY-  AR/OUACHITA
 DL0204  USGS QUAD   -  SNOW HILL (1985)
 DL0204
 DL0204                         *CURRENT SURVEY CONTROL
 DL0204  ___________________________________________________________________
 DL0204* NAD 83(1986)-  33 24 41.     (N)    092 41 12.     (W)     SCALED    
 DL0204* NAVD 88     -        56.926  (meters)     186.76   (feet)  ADJUSTED  
 DL0204  ___________________________________________________________________
 DL0204  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0204  DYNAMIC HT  -          56.867 (meters)     186.57  (feet)  COMP
 DL0204  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 DL0204
 DL0204  VERT ORDER  -  FIRST     CLASS II
 DL0204
 DL0204.The horizontal coordinates were scaled from a topographic map and have
 DL0204.an estimated accuracy of +/- 6 seconds.
 DL0204
 DL0204.The orthometric height was determined by differential leveling
 DL0204.and adjusted by the National Geodetic Survey in June 1991..
 DL0204
 DL0204.The geoid height was determined by GEOID03.
 DL0204
 DL0204.The dynamic height is computed by dividing the NAVD 88
 DL0204.geopotential number by the normal gravity value computed on the
 DL0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0204.degrees latitude (g = 980.6199 gals.).
 DL0204
 DL0204.The modeled gravity was interpolated from observed gravity values.
 DL0204
 DL0204;                    North         East    Units  Estimated Accuracy
 DL0204;SPC AR S     -   482,810.      336,130.      MT  (+/- 180 meters Scaled)
 DL0204
 DL0204                          SUPERSEDED SURVEY CONTROL
 DL0204
 DL0204  NGVD 29 (??/??/92)   56.959  (m)          186.87   (f) ADJ UNCH    1 2
 DL0204
 DL0204.Superseded values are not recommended for survey control.
 DL0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0204.See file dsdata.txt to determine how the superseded data were derived.
 DL0204
 DL0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS291969(NAD 83)
 DL0204_MARKER: DR = REFERENCE MARK DISK
 DL0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0204_STAMPING: SMACKOVER NO 2 1952
 DL0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0204+STABILITY: SURFACE MOTION
 DL0204
 DL0204  HISTORY     - Date     Condition        Report By
 DL0204  HISTORY     - 1952     MONUMENTED       CGS
 DL0204  HISTORY     - 1960     GOOD             NGS
 DL0204  HISTORY     - 1964     GOOD             NGS
 DL0204
 DL0204                          STATION DESCRIPTION
 DL0204
 DL0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0204'10.1 MI NW FROM NORPHLET.
 DL0204'ABOUT 0.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0204'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0204'THENCE 0.7 MILES NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0204'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0204'THENCE 4.0 MILES NORTHWEST ALONG A GRAVELED ROAD, AT THE SOUTHEAST
 DL0204'CORNER OF A SMALL CLEARING, IN SECTION 19, T 15 S, R 15 W, 64.8 FEET
 DL0204'SOUTH OF AND ACROSS THE ROAD FROM TRIANGULATION STATION SMACKOVER
 DL0204'1952, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL
 DL0204'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0204
 DL0204                          STATION RECOVERY (1964)
 DL0204
 DL0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2916 ***********************************************************************
 EH2916  DESIGNATION -  SMALE
 EH2916  PID         -  EH2916
 EH2916  STATE/COUNTY-  AR/MONROE
 EH2916  USGS QUAD   -  PARK GROVE (1971)
 EH2916
 EH2916                         *CURRENT SURVEY CONTROL
 EH2916  ___________________________________________________________________
 EH2916* NAD 83(1997)-  34 41 34.21281(N)    091 08 25.85625(W)     ADJUSTED  
 EH2916* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 EH2916  ___________________________________________________________________
 EH2916  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 EH2916  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2916
 EH2916  HORZ ORDER  -  FIRST
 EH2916
 EH2916.The horizontal coordinates were established by classical geodetic methods
 EH2916.and adjusted by the National Geodetic Survey in September 1999..
 EH2916
 EH2916.The orthometric height was scaled from a topographic map.
 EH2916
 EH2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2916
 EH2916.The geoid height was determined by GEOID03.
 EH2916
 EH2916;                    North         East     Units Scale Factor Converg.
 EH2916;SPC AR S     -   625,064.189   478,750.669   MT  0.99998437   +0 28 51.8
 EH2916;SPC AR S     - 2,050,731.43  1,570,701.15   sFT  0.99998437   +0 28 51.8
 EH2916;UTM  15      - 3,840,554.151   670,323.279   MT  0.99995757   +1 03 31.1
 EH2916
 EH2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2916!SPC AR S     -   0.99999542  x   0.99998437  =   0.99997979
 EH2916!UTM  15      -   0.99999542  x   0.99995757  =   0.99995299
 EH2916
 EH2916|---------------------------------------------------------------------|
 EH2916| PID    Reference Object                     Distance      Geod. Az  |
 EH2916|                                                           dddmmss.s |
 EH2916| CY6491 SMALE RM 1                           37.052 METERS 02221     |
 EH2916| CY6492 SMALE RM 2                           40.883 METERS 14704     |
 EH2916| CY6490 SMALE AZ MK                                        2851646.1 |
 EH2916|---------------------------------------------------------------------|
 EH2916
 EH2916                          SUPERSEDED SURVEY CONTROL
 EH2916
 EH2916  NAD 83(1997)-  34 41 34.21975(N)    091 08 25.85318(W) AD(       ) 1
 EH2916  NAD 83(1986)-  34 41 34.22027(N)    091 08 25.85281(W) AD(       ) 1
 EH2916  NAD 27      -  34 41 33.86945(N)    091 08 25.41206(W) AD(       ) 1
 EH2916
 EH2916.Superseded values are not recommended for survey control.
 EH2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2916.See file dsdata.txt to determine how the superseded data were derived.
 EH2916
 EH2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7032340554(NAD 83)
 EH2916_MARKER: DS = TRIANGULATION STATION DISK
 EH2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2916
 EH2916  HISTORY     - Date     Condition        Report By
 EH2916  HISTORY     - 1965     MONUMENTED       CGS
 EH2916  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH2916
 EH2916                          STATION DESCRIPTION
 EH2916
 EH2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2916'THE STATION IS 12 MILES SOUTH AND 3 MILES EAST OF BRINKLEY, 8
 EH2916'MILES NORTH AND 3 MILES EAST OF HOLLY GROVE ON PRIVATE PROPERTY
 EH2916'OWNED BY T.W. HENDERSON.
 EH2916'
 EH2916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79 AND
 EH2916'49, 9-1/2 MILES EAST OF CLARENDON, GO SOUTHEAST ON HIGHWAY
 EH2916'49 FOR 0.45 MILE TO A FIELD ENTRANCE ON THE LEFT AND THE
 EH2916'STATION.  THIS FIELD ENTRANCE IS APPROXIMATELY 20 YARDS PRIOR
 EH2916'TO REACHING A SIDE ROAD ON THE LEFT.
 EH2916'
 EH2916'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK STAMPED
 EH2916'SMALE 1965 IS SET IN A ROUND CONCRETE MONUMENT 12 INCHES BELOW
 EH2916'THE SURFACE OF THE GROUND.  IT IS 73 FEET NORTHEAST OF THE
 EH2916'CENTER OF HIGHWAY 49, 65 FEET EAST OF THE CENTER OF A TRACK
 EH2916'ROAD, 22 FEET NORTHEAST OF THE SOUTHEAST END OF A CORRUGATED
 EH2916'CULVERT, 16 FEET NORTHEAST OF A ROAD RIGHT-OF-WAY CONCRETE
 EH2916'MARKER AND 10 FEET NORTHEAST OF A METAL WITNESS POST.  THE
 EH2916'UNDERGROUND DISK IS SET IN A IRREGULAR MASS OF CONCRETE 46
 EH2916'INCHES BELOW THE SURFACE OF THE GROUND.
 EH2916'
 EH2916'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SMALE NO 1 1965
 EH2916'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 EH2916'ABOVE THE SURFACE OF THE GROUND.  IT IS 179 FEET NORTHEAST
 EH2916'OF THE CENTER OF HIGHWAY 49, 18 FEET NORTHWEST OF THE CENTER
 EH2916'OF THE TRACK ROAD AND 2 FEET SOUTH OF A METAL WITNESS POST.
 EH2916'
 EH2916'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SMALE NO 2 1965
 EH2916'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 EH2916'ABOVE THE SURFACE OF THE GROUND.  IT IS 61 FEET NORTHEAST
 EH2916'OF THE CENTER OF HIGHWAY 49, 29 FEET SOUTHEAST OF THE CENTER
 EH2916'OF THE TRACK ROAD AND 1.7 FEET NORTHEAST OF A METAL WITNESS
 EH2916'POST.
 EH2916'
 EH2916'THE AZIMUTH MARK, A STANDARD DISK STAMPED SMALE 1965 IS CEMENTED
 EH2916'IN A DRILL HOLE ON THE SOUTHEAST SIDE OF THE NORTHEAST ABUTMENT
 EH2916'OF CYPRESS CREEK HIGHWAY BRIDGE.  IT IS 17 FEET SOUTHEAST
 EH2916'OF THE CENTER OF U.S. HIGHWAY 79, 3.5 FEET SOUTH OF A METAL
 EH2916'WITNESS POST AND 2 FEET SOUTHEAST OF THE END OF A GUARD RAIL.
 EH2916'
 EH2916'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 EH2916'U.S. HIGHWAY 49 FOR 0.45 MILE TO ITS JUNCTION WITH U.S. HIGHWAY
 EH2916'79.  TURN LEFT AND GO SOUTHWEST ON HIGHWAY 79 FOR 0.25 MILE
 EH2916'TO CYPRESS CREEK HIGHWAY BRIDGE AND THE AZIMUTH MARK IN THE
 EH2916'NORTHEAST ABUTMENT.
 EH2916'
 EH2916'NOTE- REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE
 EH2916'PULLING 7 KG. TAPE TENSION.
 EH2916'
 EH2916'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2916
 EH2916                          STATION RECOVERY (2003)
 EH2916
 EH2916'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH2916'RM 2 WAS FOUND IN GOOD CONDITION
 EH2916'SMALE AZ MK WAS FOUND IN GOOD CONDITION, AT SOUTHEAST ABUTMENT, NOT
 EH2916'NORTHEAST ABUTMENT AS STATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2014 ***********************************************************************
 DK2014  DESIGNATION -  SMITH
 DK2014  PID         -  DK2014
 DK2014  STATE/COUNTY-  AR/DESHA
 DK2014  USGS QUAD   -  WATSON (1969)
 DK2014
 DK2014                         *CURRENT SURVEY CONTROL
 DK2014  ___________________________________________________________________
 DK2014* NAD 83(1997)-  33 54 43.29907(N)    091 16 52.75553(W)     ADJUSTED  
 DK2014* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 DK2014  ___________________________________________________________________
 DK2014  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DK2014  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DK2014
 DK2014  HORZ ORDER  -  FIRST
 DK2014
 DK2014.The horizontal coordinates were established by classical geodetic methods
 DK2014.and adjusted by the National Geodetic Survey in September 1999..
 DK2014
 DK2014.The orthometric height was scaled from a topographic map.
 DK2014
 DK2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2014
 DK2014.The geoid height was determined by GEOID03.
 DK2014
 DK2014;                    North         East     Units Scale Factor Converg.
 DK2014;SPC AR S     -   538,358.808   466,457.560   MT  0.99992074   +0 24 08.1
 DK2014;SPC AR S     - 1,766,265.52  1,530,369.51   sFT  0.99992074   +0 24 08.1
 DK2014;UTM  15      - 3,753,731.629   658,888.778   MT  0.99991122   +0 57 32.7
 DK2014
 DK2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2014!SPC AR S     -   0.99999677  x   0.99992074  =   0.99991751
 DK2014!UTM  15      -   0.99999677  x   0.99991122  =   0.99990799
 DK2014
 DK2014:                Primary Azimuth Mark                     Grid Az
 DK2014:SPC AR S     -  SMITH AZ MK                              091 52 28.8
 DK2014:UTM  15      -  SMITH AZ MK                              091 19 04.2
 DK2014
 DK2014|---------------------------------------------------------------------|
 DK2014| PID    Reference Object                     Distance      Geod. Az  |
 DK2014|                                                           dddmmss.s |
 DK2014| CY6493 SMITH AZ MK                                        0921636.9 |
 DK2014| CY6494 SMITH RM 1                           51.710 METERS 11608     |
 DK2014| DK2015 WATSON MUNICIPAL TANK               APPROX. 3.0 KM 1271202.5 |
 DK2014| DK0391 SMITH RM 3                           25.926 METERS 19113     |
 DK2014| CY6495 SMITH RM 2                           31.118 METERS 22753     |
 DK2014| DK0392 SMITH AZ MK RESET                                  2700642.5 |
 DK2014| DK2013 SMITH RM 4                           31.256 METERS 27533     |
 DK2014|---------------------------------------------------------------------|
 DK2014
 DK2014                          SUPERSEDED SURVEY CONTROL
 DK2014
 DK2014  NAD 83(1997)-  33 54 43.30491(N)    091 16 52.75250(W) AD(       ) 1
 DK2014  NAD 83(1986)-  33 54 43.30627(N)    091 16 52.75116(W) AD(       ) 1
 DK2014  NAD 27      -  33 54 42.93331(N)    091 16 52.32959(W) AD(       ) 1
 DK2014
 DK2014.Superseded values are not recommended for survey control.
 DK2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2014.See file dsdata.txt to determine how the superseded data were derived.
 DK2014
 DK2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5888953732(NAD 83)
 DK2014_MARKER: DS = TRIANGULATION STATION DISK
 DK2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2014
 DK2014  HISTORY     - Date     Condition        Report By
 DK2014  HISTORY     - 1940     MONUMENTED       CGS
 DK2014  HISTORY     - 1964     GOOD             CGS
 DK2014  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DK2014
 DK2014                          STATION DESCRIPTION
 DK2014
 DK2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2014'STATION IS ABOUT 12.5 MILES AIR LINE N OF E OF DUMAS AND 2
 DK2014'MILES NW OF WATSON ON THE N SIDE OF STATE HIGHWAY 1 ON LAND
 DK2014'OWNED AND OCCUPIED BY C.N. SMITH WHO LIVES 0.1 MILE N.
 DK2014'
 DK2014'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2014'BRONZE DISKS SET IN CONCRETE.
 DK2014'
 DK2014'EACH OF THE TWO REFERENCE MARKS IS 30 FEET S OF ROAD, 1 FOOT
 DK2014'N OF E AND W FENCE LINE, STAMPED NO. 1 1940 AND NO. 2 1940,
 DK2014'RESPECTIVELY.  THE REFERENCE MARKS AND STATION MARK, ARE THE
 DK2014'SAME ELEVATION.
 DK2014'
 DK2014'THE AZIMUTH MARK IS 0.8 MILE E OF STATION ON STATE HIGHWAY 1,
 DK2014'36 FEET S OF ROAD IN THE E AND W FENCE LINE AND 5 FEET W OF
 DK2014'WHITE WITNESS STAKE, STAMPED SMITH 1940.
 DK2014'
 DK2014'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 65 AND STATE
 DK2014'HIGHWAY 54 IN DUMAS BY GOING 8.0 MILES NE ON STATE HIGHWAY
 DK2014'54 TO JUNCTION WITH STATE HIGHWAY 1, CONTINUE E ON STATE
 DK2014'HIGHWAY 1, 6.9 MILES TO STATION ON LEFT (N) SIDE OF ROAD.
 DK2014'THE MARK IS 40 FEET N OF CENTER LINE OF ROAD AND 6.7 FEET NW
 DK2014'OF WHITE WITNESS STAKE.  THE DISK IS STAMPED SMITH 1940.
 DK2014'
 DK2014'A 126-FOOT TOWER WAS USED.
 DK2014
 DK2014                          STATION RECOVERY (1964)
 DK2014
 DK2014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAT)
 DK2014'THE STATION MARK WAS RECOVERED IN FAIR CONDITION.  REFERENCE MARK
 DK2014'NOS. 1 AND 2 HAVE BEEN DESTROYED AND THE AZIMUTH MARK WAS
 DK2014'SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK NOS. 3 AND 4
 DK2014'WERE SET BY THIS PARTY.  A NEW AZIMUTH MARK WAS ALSO SET.
 DK2014'
 DK2014'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DK2014'
 DK2014'THE STATION IS 3-3/4 MILES WEST AND 2 MILES SOUTH OF YANCOPIN,
 DK2014'1 MILE NORTH AND 1-3/4 MILES WEST OF WATSON, ON THE NORTH
 DK2014'SIDE OF STATE ROUTE 1, AND ON PROPERTY OWNED BY G.W. NASH.
 DK2014'
 DK2014'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAILROAD DEPOT
 DK2014'IN WATSON, GO NORTH AND WEST ON STATE ROUTE 1 FOR 2.35 MILES
 DK2014'TO A FARM DRIVEWAY ON THE RIGHT AND THE STATION IN THE NORTHEAST
 DK2014'ANGLE.
 DK2014'
 DK2014'STATION SURFACE MARK, A STANDARD DISK STAMPED SMITH 1940,
 DK2014'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 DK2014'IT IS 41 FEET NORTH OF THE CENTER OF ROUTE 1, AND 29.5 FEET EAST
 DK2014'OF THE CENTER OF THE FARM DRIVEWAY.  THE UNDERGROUND MARK WAS
 DK2014'NOT INSPECTED.
 DK2014'
 DK2014'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SMITH NO 3 1940,
 DK2014'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 DK2014'IT IS 43 FEET SOUTH OF THE CENTER OF ROUTE 1, 35 FEET SOUTHEAST
 DK2014'OF A MAILBOX, 2 FEET WEST OF A POWER POLE, AND 1.5 FEET EAST
 DK2014'OF A METAL WITNESS POST.
 DK2014'
 DK2014'REFERENCE MARKS NO. 4 ARE STANDARD DISKS STAMPED SMITH NO 4
 DK2014'1940.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT
 DK2014'12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 72 FEET WEST
 DK2014'OF THE CENTER OF THE FARM DRIVEWAY, AND 48 FEET NORTH OF THE
 DK2014'CENTER OF ROUTE 1.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 DK2014'MASS OF CONCRETE 45 INCHES BELOW THE SURFACE OF THE GROUND.
 DK2014'
 DK2014'AZIMUTH MARK, A STANDARD DISK STAMPED SMITH 1940 RESET 1964,
 DK2014'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.
 DK2014'IT IS 44.5 FEET SOUTH OF THE CENTER OF ROUTE 1, 43 FEET EAST
 DK2014'OF THE CENTER OF A FIELD ENTRANCE, 1.5 FEET SOUTHWEST OF A
 DK2014'METAL WITNESS POST, AND 1.3 FEET EAST OF A POWER POLE.
 DK2014'
 DK2014'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 DK2014'ROUTE 1 FOR 0.55 MILE TO A FIELD APPROACH ON THE LEFT AND THE
 DK2014'AZIMUTH MARK IN THE SOUTHEAST ANGLE.
 DK2014'
 DK2014'NOTE--REFERENCE MARKS MEASURED PULLING 5 AND 7 KG. TAPE TENSION.
 DK2014
 DK2014                          STATION RECOVERY (1976)
 DK2014
 DK2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RRG)
 DK2014'RECOVERED CONCRETE POST BUT DISK WAS MISSING.
 DK2014'SMITH AZ MK RESET-RECOVERED AS DESCRIBED.  RM 3-RECOVERED
 DK2014'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1911 ***********************************************************************
 EJ1911  DESIGNATION -  SMITH
 EJ1911  PID         -  EJ1911
 EJ1911  STATE/COUNTY-  AR/SALINE
 EJ1911  USGS QUAD   -  NIMROD SE (1968)
 EJ1911
 EJ1911                         *CURRENT SURVEY CONTROL
 EJ1911  ___________________________________________________________________
 EJ1911* NAD 83(1997)-  34 46 15.35595(N)    093 01 48.25023(W)     ADJUSTED  
 EJ1911* NAVD 88     -       574.8    (meters)    1886.     (feet)  VERTCON   
 EJ1911  ___________________________________________________________________
 EJ1911  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 EJ1911  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EJ1911
 EJ1911  HORZ ORDER  -  FIRST
 EJ1911
 EJ1911.The horizontal coordinates were established by classical geodetic methods
 EJ1911.and adjusted by the National Geodetic Survey in September 1999..
 EJ1911
 EJ1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1911
 EJ1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1911
 EJ1911.The geoid height was determined by GEOID03.
 EJ1911
 EJ1911;                    North         East     Units Scale Factor Converg.
 EJ1911;SPC AR S     -   633,871.490   305,707.042   MT  1.00000095   -0 34 35.5
 EJ1911;SPC AR S     - 2,079,626.71  1,002,973.85   sFT  1.00000095   -0 34 35.5
 EJ1911;SPC AR N     -    49,041.948   305,703.876   MT  1.00003589   -0 35 57.8
 EJ1911;SPC AR N     -   160,898.46  1,002,963.47   sFT  1.00003589   -0 35 57.8
 EJ1911;UTM  15      - 3,847,641.209   497,248.483   MT  0.99960009   -0 01 01.7
 EJ1911
 EJ1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1911!SPC AR S     -   0.99991415  x   1.00000095  =   0.99991510
 EJ1911!SPC AR N     -   0.99991415  x   1.00003589  =   0.99995004
 EJ1911!UTM  15      -   0.99991415  x   0.99960009  =   0.99951427
 EJ1911
 EJ1911:                Primary Azimuth Mark                     Grid Az
 EJ1911:SPC AR S     -  NORTH FORK LOOKOUT TOWER                 059 23 37.2
 EJ1911:SPC AR N     -  NORTH FORK LOOKOUT TOWER                 059 24 59.5
 EJ1911:UTM  15      -  NORTH FORK LOOKOUT TOWER                 058 50 03.4
 EJ1911
 EJ1911|---------------------------------------------------------------------|
 EJ1911| PID    Reference Object                     Distance      Geod. Az  |
 EJ1911|                                                           dddmmss.s |
 EJ1911| EJ1901 NORTH FORK LOOKOUT TOWER            APPROX.19.1 KM 0584901.7 |
 EJ1911| CX7311 SMITH RM SE                                        15429     |
 EJ1911| CX6270 SMITH RM 2                            5.383 METERS 15453     |
 EJ1911| CX6126 RANGER STATION TOWER                               16336     |
 EJ1911| EJ1917 CEDAR                               APPROX.17.0 KM 1982619.2 |
 EJ1911| CX6269 SMITH RM 1                            7.321 METERS 27708     |
 EJ1911| EJ1910 OAK MOUNTAIN LOT                    APPROX. 5.2 KM 3575759.2 |
 EJ1911|---------------------------------------------------------------------|
 EJ1911
 EJ1911                          SUPERSEDED SURVEY CONTROL
 EJ1911
 EJ1911  NAD 83(1986)-  34 46 15.36874(N)    093 01 48.24282(W) AD(       ) 1
 EJ1911  NAD 27      -  34 46 15.03600(N)    093 01 47.59800(W) AD(       ) 1
 EJ1911  NGVD 29 (07/19/86)  574.8    (m)         1886.     (f) VERT ANG       
 EJ1911
 EJ1911.Superseded values are not recommended for survey control.
 EJ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1911.See file dsdata.txt to determine how the superseded data were derived.
 EJ1911
 EJ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9724847641(NAD 83)
 EJ1911_MARKER: DD = SURVEY DISK
 EJ1911_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1911_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EJ1911
 EJ1911  HISTORY     - Date     Condition        Report By
 EJ1911  HISTORY     - 1916     MONUMENTED       CGS
 EJ1911  HISTORY     - 1935     GOOD             ARGS
 EJ1911  HISTORY     - 1940     GOOD             CGS
 EJ1911  HISTORY     - 1956     GOOD             CGS
 EJ1911  HISTORY     - 1972     GOOD             NGS
 EJ1911
 EJ1911                          STATION DESCRIPTION
 EJ1911
 EJ1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EJ1911'STATION IS 22 MILES BY ROAD FROM HOT SPRINGS, 6 MILES NE
 EJ1911'FROM JESSIEVILLE, 2 MILES NE FROM J.L. DIXONS RESIDENCE
 EJ1911'ON HOT SPRINGS-DANVILLE WAGON ROAD, ON HIGHEST POINT OF SMITH
 EJ1911'PINNACLE, CLOSE TO FOREST SERVICE LOOKOUT TOWER.  STATION
 EJ1911'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 EJ1911'HOLES IN OUTCROPPING BEDROCK.  REFERENCE MARK IS 7.32 METERS
 EJ1911'(24 FEET) FROM STATION, N 83 DEG 08 MIN W.  U.S.G.S.
 EJ1911'STATION MARK IS 5.35 METERS (17.6 FEET) FROM STATION,
 EJ1911'S 25 DEG 31 MIN E.  CENTER OF LOOKOUT TOWER IS 8.4
 EJ1911'METERS (28 FEET) FROM STATION, S 16 DEG 24 MIN E.
 EJ1911'J.L. DIXONS PLACE IS 2 MILES FROM STATION, S 35 DEG W.
 EJ1911'ELEVATION OF STATION MARK IS 574.8 METERS (1,886
 EJ1911'FEET).
 EJ1911
 EJ1911                          STATION RECOVERY (1935)
 EJ1911
 EJ1911'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1935
 EJ1911'THE HOT SPRINGS-DANVILLE WAGON ROAD IS NOW STATE HIGHWAY
 EJ1911'7 AND THE DISTANCE FROM HOT SPRINGS IS ABOUT THE SAME.
 EJ1911'THE FOREST SERVICE LOOKOUT TOWER IS STILL STANDING BUT IT
 EJ1911'HAS BEEN ABANDONED.  THE STATION AND REFERENCE MARKS WERE
 EJ1911'RECOVERED AND ARE IN GOOD CONDITION.  THE U.S.G.S. STATION
 EJ1911'IS BADLY MUTILATED.  OLD DESCRIPTION STILL HOLDS.
 EJ1911
 EJ1911                          STATION RECOVERY (1940)
 EJ1911
 EJ1911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 EJ1911'STATION AND REFERENCE MARKS WERE RECOVERED IN FAIR CONDITION,
 EJ1911'SLIGHTLY BATTERED.  THE STATION AND REFERENCE MARK NO.1
 EJ1911'ARE NOT STAMPED.  THE U.S.G.S. DISK PREVIOUSLY DESCRIBED WAS NOT
 EJ1911'FOUND, AND A NEW REFERENCE MARK NO.2, 1940 WAS PLACED IN
 EJ1911'ITS APPROXIMATE POSITION.  NEW DESCRIPTION FOLLOWS--
 EJ1911'
 EJ1911'STATION IS IN OUACHITA NATIONAL FOREST, ON THE SUMMIT OF
 EJ1911'SMITHS PINNACLE, A PROMINENT POINT AND THE HIGHEST ON A
 EJ1911'HIGH E-W RIDGE.  STATION IS 18 MILES AIR LINE N OF HOT SPRINGS,
 EJ1911'7 MILES AIR LINE NNE OF JESSIEVILLE AND 2 MILES E OF STATE
 EJ1911'HIGHWAY 7.
 EJ1911'
 EJ1911'THE STATION MARK, A STANDARD DISK SET IN BEDROCK, IS ABOUT 40
 EJ1911'FEET S OF ROAD, AND 12-1/2 FEET SE OF THE CENTER OF A TEMPORARY
 EJ1911'WOODEN FIRE TOWER.  (THIS IS NOT THE TOWER DESCRIBED IN
 EJ1911'PREVIOUS DESCRIPTIONS WHICH HAS FALLEN DOWN).
 EJ1911'
 EJ1911'REFERENCE MARK NO.1, 1916 IS W BY N OF STATION, SET IN
 EJ1911'THE TOP OF A LARGE ROCK, AT THE APPROXIMATE LEVEL OF THE STATION.
 EJ1911'
 EJ1911'REFERENCE MARK NO.2, 1940, IS SSE OF STATION, ABOUT 2
 EJ1911'FEET S OF THE S SIDE OF THE FIRE TOWER, SET IN THE DRILL
 EJ1911'HOLE IN BEDROCK WHICH WAS THOUGHT TO HAVE BEEN USED FOR
 EJ1911'SMITH (U.S.G.S.).  DISK IS STAMPED SMITH NO.2, 1940.
 EJ1911'
 EJ1911'TO REACH STATION FROM SCHOOLHOUSE IN JESSIEVILLE ON STATE
 EJ1911'HIGHWAY 7, GO N ON STATE HIGHWAY 7 FOR 6.8 MILES TO A CROSS
 EJ1911'ROAD WITH LARGE SIGN OAK MOUNTAIN GAME REFUGE AND SMALLER
 EJ1911'SIGN ALUM FORK TT, SCENIC ROUTE IN NE CORNER.  TURN RIGHT
 EJ1911'AND GO 2.8 MILES TO ROAD RIGHT AND SIGN SOUTH ALUM MOTOR
 EJ1911'WAY.  TURN RIGHT AND FOLLOW THIS ROAD FOR 1.3 MILES TO A
 EJ1911'DIM CROSS-TRAIL.  CONTINUE STRAIGHT AHEAD FOR 1.8 MILES
 EJ1911'TO WOODEN FIRE TOWER AND STATION ON THE RIGHT.  (LAST 3.1
 EJ1911'MILES ARE VERY ROUGH.)
 EJ1911
 EJ1911                          STATION RECOVERY (1956)
 EJ1911
 EJ1911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1911'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 EJ1911'IN GOOD CONDITION.  NO ADDITIONAL MARKS WERE ESTABLISHED.
 EJ1911'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 EJ1911
 EJ1911                          STATION RECOVERY (1972)
 EJ1911
 EJ1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1911'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 EJ1911'IN GOOD CONDITION.  THE 1940 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 EJ1911'THE LOOKOUT TOWER AT THE STATION SITE HAS BEEN REMOVED.  A METAL
 EJ1911'WITNESS POST WITH SIGN ATTACHED WAS SET 4 FEET NORTHEAST OF THE
 EJ1911'STATION MARK.
 EJ1911'
 EJ1911'FOLLOWING IS A DESCRIPTION OF A NEW ROUTE TO REACH THE STATION--
 EJ1911'
 EJ1911'TO REACH THE STATION FROM THE JESSIEVILLE SCHOOL IN JESSIEVILLE, GO
 EJ1911'NORTHERLY ON STATE HIGHWAY 7 FOR 6.8 MILES TO A CROSSROAD.  TURN
 EJ1911'RIGHT AND FOLLOW FOREST SERVICE ROAD 14 FOR 3.65 MILES TO A SIDE
 EJ1911'ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW FOREST SERVICE ROAD 963
 EJ1911'FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW
 EJ1911'FOREST SERVICE ROAD 762 FOR 1.65 MILES TO CROSSROADS.  TURN
 EJ1911'LEFT AND FOLLOW TRACK ROAD (ROUGH) FOR 1.35 MILES TO THE TOP OF THE
 EJ1911'HILL AND THE OLD LOOKOUT TOWER SITE AND THE STATION ON THE RIGHT.
 EJ1911'
 EJ1911'THIS STATION WAS NOT OCCUPIED THIS DATE.
 EJ1911'
 EJ1911'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 EJ1911'NORTH-NORTHEAST OF JESSIEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1386 ***********************************************************************
 FF1386  DESIGNATION -  SMITH 2 AZ MK
 FF1386  PID         -  FF1386
 FF1386  STATE/COUNTY-  AR/WHITE
 FF1386  USGS QUAD   -  WALKER (1994)
 FF1386
 FF1386                         *CURRENT SURVEY CONTROL
 FF1386  ___________________________________________________________________
 FF1386* NAD 83(1986)-  35 07 17.     (N)    091 39 17.     (W)     SCALED    
 FF1386* NAVD 88     -        64.611  (meters)     211.98   (feet)  ADJUSTED  
 FF1386  ___________________________________________________________________
 FF1386  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1386  DYNAMIC HT  -          64.552 (meters)     211.78  (feet)  COMP
 FF1386  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FF1386
 FF1386  VERT ORDER  -  FIRST     CLASS II
 FF1386
 FF1386.The horizontal coordinates were scaled from a topographic map and have
 FF1386.an estimated accuracy of +/- 6 seconds.
 FF1386
 FF1386.The orthometric height was determined by differential leveling
 FF1386.and adjusted by the National Geodetic Survey in June 1991..
 FF1386
 FF1386.The geoid height was determined by GEOID03.
 FF1386
 FF1386.The dynamic height is computed by dividing the NAVD 88
 FF1386.geopotential number by the normal gravity value computed on the
 FF1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1386.degrees latitude (g = 980.6199 gals.).
 FF1386
 FF1386.The modeled gravity was interpolated from observed gravity values.
 FF1386
 FF1386;                    North         East    Units  Estimated Accuracy
 FF1386;SPC AR N     -    87,480.      431,470.      MT  (+/- 180 meters Scaled)
 FF1386
 FF1386                          SUPERSEDED SURVEY CONTROL
 FF1386
 FF1386  NGVD 29 (??/??/??)   64.585  (m)          211.89   (f) ADJUSTED    1 2
 FF1386
 FF1386.Superseded values are not recommended for survey control.
 FF1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1386.See file dsdata.txt to determine how the superseded data were derived.
 FF1386
 FF1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU225873(NAD 83)
 FF1386_MARKER: DZ = AZIMUTH MARK DISK
 FF1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1386_STAMPING: SMITH 2 1954
 FF1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1386+STABILITY: SURFACE MOTION
 FF1386
 FF1386  HISTORY     - Date     Condition        Report By
 FF1386  HISTORY     - 1954     MONUMENTED       CGS
 FF1386  HISTORY     - 1967     GOOD             CGS
 FF1386  HISTORY     - 20030702 POOR             USACE
 FF1386
 FF1386                          STATION DESCRIPTION
 FF1386
 FF1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1386'0.8 MI SW FROM GRIFFITHVILLE.
 FF1386'IT IS REACHED FROM THE POST OFFICE IN GRIFFITHVILLE, GO SOUTH
 FF1386'ON PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 11,
 FF1386'THENCE WEST ON STATE HIGHWAY 11 FOR 0.55 MILE, 104 FEET NORTHWEST
 FF1386'OF THE NORTHWEST CORNER OF A HOUSE, 25 FEET SOUTH OF THE
 FF1386'CENTER OF STATE HIGHWAY 11, 1 FOOT NORTH OF A METAL WITNESS
 FF1386'POST AND IN THE NORTHWEST CORNER OF A YARD.  IT IS SET IN THE
 FF1386'TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.
 FF1386
 FF1386                          STATION RECOVERY (2003)
 FF1386
 FF1386'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1386'MARK FOUND LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2341 ***********************************************************************
 AB2341  DESIGNATION -  SMITH 2 RESET
 AB2341  PID         -  AB2341
 AB2341  STATE/COUNTY-  AR/WHITE
 AB2341  USGS QUAD   -  WALKER (1994)
 AB2341
 AB2341                         *CURRENT SURVEY CONTROL
 AB2341  ___________________________________________________________________
 AB2341* NAD 83(1997)-  35 07 17.34666(N)    091 39 03.05855(W)     ADJUSTED  
 AB2341* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 AB2341  ___________________________________________________________________
 AB2341  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AB2341  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AB2341
 AB2341  HORZ ORDER  -  SECOND
 AB2341
 AB2341.The horizontal coordinates were established by classical geodetic methods
 AB2341.and adjusted by the National Geodetic Survey in September 1999..
 AB2341
 AB2341.The orthometric height was scaled from a topographic map.
 AB2341
 AB2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2341
 AB2341.The geoid height was determined by GEOID03.
 AB2341
 AB2341;                    North         East     Units Scale Factor Converg.
 AB2341;SPC AR N     -    87,495.299   431,825.047   MT  0.99996834   +0 12 11.4
 AB2341;SPC AR N     -   287,057.49  1,416,746.01   sFT  0.99996834   +0 12 11.4
 AB2341;SPC AR S     -   672,343.384   431,829.192   MT  1.00009843   +0 11 43.5
 AB2341;SPC AR S     - 2,205,846.59  1,416,759.61   sFT  1.00009843   +0 11 43.5
 AB2341;UTM  15      - 3,887,348.224   622,933.846   MT  0.99978625   +0 46 34.6
 AB2341
 AB2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2341!SPC AR N     -   0.99999407  x   0.99996834  =   0.99996241
 AB2341!SPC AR S     -   0.99999407  x   1.00009843  =   1.00009250
 AB2341!UTM  15      -   0.99999407  x   0.99978625  =   0.99978032
 AB2341
 AB2341|---------------------------------------------------------------------|
 AB2341| PID    Reference Object                     Distance      Geod. Az  |
 AB2341|                                                           dddmmss.s |
 AB2341| FF1383 SMITH 2 RM 3                         27.997 METERS 06948     |
 AB2341| CI3220 SMITH 2 RM 5                         56.370 METERS 08026     |
 AB2341| FF1386 SMITH 2 AZ MK                                      2723020.1 |
 AB2341| CI3221 SMITH 2 RM 6                         23.406 METERS 29733     |
 AB2341| FF1384 SMITH 2 RM 4                         20.255 METERS 30108     |
 AB2341|---------------------------------------------------------------------|
 AB2341
 AB2341                          SUPERSEDED SURVEY CONTROL
 AB2341
 AB2341  NAD 83(1986)-  35 07 17.35366(N)    091 39 03.05662(W) AD(       ) 2
 AB2341
 AB2341.Superseded values are not recommended for survey control.
 AB2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2341.See file dsdata.txt to determine how the superseded data were derived.
 AB2341
 AB2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2293487348(NAD 83)
 AB2341_MARKER: DS = TRIANGULATION STATION DISK
 AB2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB2341_STAMPING: SMITH 2 1954 1962
 AB2341_PROJECTION: RECESSED 60 CENTIMETERS
 AB2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2341+STABILITY: SURFACE MOTION
 AB2341
 AB2341  HISTORY     - Date     Condition        Report By
 AB2341  HISTORY     - 1962     MONUMENTED       CGS
 AB2341  HISTORY     - 1967     MARK NOT FOUND   CGS
 AB2341  HISTORY     - 1967     GOOD             CGS
 AB2341
 AB2341                          STATION DESCRIPTION
 AB2341
 AB2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 AB2341'THE SURFACE STATION MARK WAS RECOVERED IN A CULTIVATED FIELD.
 AB2341'THE PROPERTY OWNER REQUESTED THAT THE STATION MARKS BE LOWERED.
 AB2341'THE MARKS WERE DUG UP BY THIS PARTY, AND THE SURFACE MARK
 AB2341'WAS FOUND TO BE 0.029 METER (SW) ECCENTRIC TO THE UNDERGROUND
 AB2341'MARK.  THE STATION WAS REMARKED BY THIS PARTY, HOLDING THE
 AB2341'POSITION OF THE UNDERGROUND DISK.
 AB2341'
 AB2341'REFERENCE MARK NO. 3 HAD BEEN DESTROYED, IT WAS FOUND LAYING
 AB2341'ON TOP OF THE GROUND.  REFERENCE MARK NO. 4 APPEARED TO
 AB2341'HAVE BEEN HIT BY A PLOW, AS IT WAS SLIGHTLY LOOSE IN THE
 AB2341'GROUND, THIS MARK WAS DESTROYED BY THIS PARTY AT THE REQUEST
 AB2341'OF THE PROPERTY OWNER.
 AB2341'
 AB2341'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION
 AB2341'BUT THE 1962 DIRECTION MISSED THE 1954 DIRECTION BY 10.2
 AB2341'SECONDS.
 AB2341'
 AB2341'REFERENCE MARKS NOS. 5 AND 6 WERE ESTABLISHED BY THIS PARTY.
 AB2341'
 AB2341'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AB2341'
 AB2341'THE STATION IS 2-1/2 MILES WEST OF WALKER, 0.3 MILE EAST
 AB2341'OF THE CENTER OF GRIFFITHVILLE AND ON THE SOUTH SIDE OF
 AB2341'STATE HIGHWAY 11, ON PROPERTY OWNED BY MRS. ALICE O DONNELL.
 AB2341'
 AB2341'TO REACH THE STATION FROM THE POST OFFICE IN GRIFFITHVILLE,
 AB2341'GO SOUTH ON A PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF
 AB2341'STATE HIGHWAY 11.  TURN RIGHT AND GO WEST ON HIGHWAY 11
 AB2341'FOR 0.2 MILE TO THE GRIFFITHVILLE PUBLIC SCHOOL ON THE LEFT.
 AB2341'CONTINUE WEST ON HIGHWAY 11 FOR 0.1 MILE TO A DRIVEWAY ON
 AB2341'THE RIGHT AND THE STATION ON THE LEFT, NEAR A LONE 20-INCH
 AB2341'OAK TREE.
 AB2341'
 AB2341'STATION MARKS ARE STANDARD DISKS STAMPED SMITH 2 1954 1962.
 AB2341'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST 16 INCHES
 AB2341'BELOW THE SURFACE OF THE GROUND.  IT IS 83 FEET SOUTH OF
 AB2341'THE WEST PILLAR AT THE DRIVEWAY ENTRANCE, 76 FEET SOUTHEAST
 AB2341'OF A POWER POLE, 58 FEET SOUTH OF THE CENTER OF HIGHWAY
 AB2341'11 AND 33 FEET WEST OF THE 20-INCH OAK TREE.  THE UNDERGROUND
 AB2341'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 60 INCHES BELOW
 AB2341'THE SURFACE OF THE GROUND.
 AB2341'
 AB2341'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED SMITH 2 NO
 AB2341'5 1954 1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AB2341'1 INCH.  IT IS 24.5 FEET SOUTH OF THE CENTER OF HIGHWAY
 AB2341'11 AND 1 FOOT WEST OF A POWER POLE.
 AB2341'
 AB2341'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED SMITH 2 NO
 AB2341'6 1954 1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AB2341'1 INCH.  IT IS 23.5 FEET SOUTH OF THE CENTER OF HIGHWAY
 AB2341'11 AND 1 FOOT WEST OF THE POWER POLE.
 AB2341'
 AB2341'AZIMUTH MARK, A STANDARD DISK STAMPED SMITH 2 1954, IS SET
 AB2341'IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 AB2341'104 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 25
 AB2341'FEET SOUTH OF THE CENTER OF HIGHWAY 11, 1.5 FEET EAST OF
 AB2341'A CORNER FENCE POST AND 1 FOOT NORTH OF A METAL WITNESS
 AB2341'POST.
 AB2341'
 AB2341'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 AB2341'11 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, IN THE
 AB2341'NORTHWEST CORNER OF A LAWN.
 AB2341'
 AB2341'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 AB2341'
 AB2341'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AB2341
 AB2341                          STATION RECOVERY (1967)
 AB2341
 AB2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AB2341'MARK NOT FOUND.
 AB2341
 AB2341                          STATION RECOVERY (1967)
 AB2341
 AB2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AB2341'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND
 AB2341'THE 1962 DESCRIPTION BY J.K. RICHARDS IS ADEQUATE.
 AB2341'
 AB2341'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK 5.
 AB2341'
 AB2341'A METAL WITNESS POST WAS SET 1 FOOT EAST OF REFERENCE MARK 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0392 ***********************************************************************
 DK0392  DESIGNATION -  SMITH AZ MK RESET
 DK0392  PID         -  DK0392
 DK0392  STATE/COUNTY-  AR/DESHA
 DK0392  USGS QUAD   -  WATSON (1969)
 DK0392
 DK0392                         *CURRENT SURVEY CONTROL
 DK0392  ___________________________________________________________________
 DK0392* NAD 83(1986)-  33 54 44.     (N)    091 17 31.     (W)     SCALED    
 DK0392* NAVD 88     -        47.271  (meters)     155.09   (feet)  ADJUSTED  
 DK0392  ___________________________________________________________________
 DK0392  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DK0392  DYNAMIC HT  -          47.224 (meters)     154.93  (feet)  COMP
 DK0392  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 DK0392
 DK0392  VERT ORDER  -  FIRST     CLASS II
 DK0392
 DK0392.The horizontal coordinates were scaled from a topographic map and have
 DK0392.an estimated accuracy of +/- 6 seconds.
 DK0392
 DK0392.The orthometric height was determined by differential leveling
 DK0392.and adjusted by the National Geodetic Survey in June 1991..
 DK0392
 DK0392.The geoid height was determined by GEOID03.
 DK0392
 DK0392.The dynamic height is computed by dividing the NAVD 88
 DK0392.geopotential number by the normal gravity value computed on the
 DK0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0392.degrees latitude (g = 980.6199 gals.).
 DK0392
 DK0392.The modeled gravity was interpolated from observed gravity values.
 DK0392
 DK0392;                    North         East    Units  Estimated Accuracy
 DK0392;SPC AR S     -   538,370.      465,480.      MT  (+/- 180 meters Scaled)
 DK0392
 DK0392                          SUPERSEDED SURVEY CONTROL
 DK0392
 DK0392  NGVD 29 (??/??/??)   47.336  (m)          155.30   (f) ADJUSTED    1 2
 DK0392
 DK0392.Superseded values are not recommended for survey control.
 DK0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0392.See file dsdata.txt to determine how the superseded data were derived.
 DK0392
 DK0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT579537(NAD 83)
 DK0392_MARKER: DZ = AZIMUTH MARK DISK
 DK0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0392_STAMPING: SMITH 1940 RESET 1964
 DK0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0392+STABILITY: SURFACE MOTION
 DK0392
 DK0392  HISTORY     - Date     Condition        Report By
 DK0392  HISTORY     - 1964     MONUMENTED       CGS
 DK0392  HISTORY     - 1976     GOOD             NGS
 DK0392  HISTORY     - 20040113 POOR             USACE
 DK0392
 DK0392                          STATION DESCRIPTION
 DK0392
 DK0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0392'2.9 MI NW FROM WATSON.
 DK0392'TO REACH FROM THE MISSOURI PACIFIC RAILROAD DEPOT IN WATSON, GO NORTH
 DK0392'AND WEST ON STATE ROUTE 1 FOR 2.9 MILES TO A FIELD APPROACH ON THE
 DK0392'LEFT AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE.  A STANDARD DISK
 DK0392'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS 44.5
 DK0392'FEET SOUTH OF THE CENTER OF ROUTE 1, 43 FEET EAST OF THE CENTER OF A
 DK0392'FIELD ENTRANCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND 1.3
 DK0392'FEET EAST OF A POWER POLE.
 DK0392
 DK0392                          STATION RECOVERY (2004)
 DK0392
 DK0392'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0392'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0391 ***********************************************************************
 DK0391  DESIGNATION -  SMITH RM 3
 DK0391  PID         -  DK0391
 DK0391  STATE/COUNTY-  AR/DESHA
 DK0391  USGS QUAD   -  WATSON (1969)
 DK0391
 DK0391                         *CURRENT SURVEY CONTROL
 DK0391  ___________________________________________________________________
 DK0391* NAD 83(1986)-  33 54 42.     (N)    091 16 54.     (W)     SCALED    
 DK0391* NAVD 88     -        47.294  (meters)     155.16   (feet)  ADJUSTED  
 DK0391  ___________________________________________________________________
 DK0391  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DK0391  DYNAMIC HT  -          47.247 (meters)     155.01  (feet)  COMP
 DK0391  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 DK0391
 DK0391  VERT ORDER  -  FIRST     CLASS II
 DK0391
 DK0391.The horizontal coordinates were scaled from a topographic map and have
 DK0391.an estimated accuracy of +/- 6 seconds.
 DK0391
 DK0391.The orthometric height was determined by differential leveling
 DK0391.and adjusted by the National Geodetic Survey in June 1991..
 DK0391
 DK0391.The geoid height was determined by GEOID03.
 DK0391
 DK0391.The dynamic height is computed by dividing the NAVD 88
 DK0391.geopotential number by the normal gravity value computed on the
 DK0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0391.degrees latitude (g = 980.6199 gals.).
 DK0391
 DK0391.The modeled gravity was interpolated from observed gravity values.
 DK0391
 DK0391;                    North         East    Units  Estimated Accuracy
 DK0391;SPC AR S     -   538,320.      466,430.      MT  (+/- 180 meters Scaled)
 DK0391
 DK0391                          SUPERSEDED SURVEY CONTROL
 DK0391
 DK0391  NGVD 29 (??/??/??)   47.360  (m)          155.38   (f) ADJUSTED    1 2
 DK0391
 DK0391.Superseded values are not recommended for survey control.
 DK0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0391.See file dsdata.txt to determine how the superseded data were derived.
 DK0391
 DK0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT588536(NAD 83)
 DK0391_MARKER: DR = REFERENCE MARK DISK
 DK0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0391_STAMPING: SMITH NO 3 1940
 DK0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0391+STABILITY: SURFACE MOTION
 DK0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0391+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2004
 DK0391
 DK0391  HISTORY     - Date     Condition        Report By
 DK0391  HISTORY     - 1964     MONUMENTED       CGS
 DK0391  HISTORY     - 1976     GOOD             NGS
 DK0391  HISTORY     - 20040112 GOOD             USACE
 DK0391
 DK0391                          STATION DESCRIPTION
 DK0391
 DK0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0391'2.35 MI NW FROM WATSON.
 DK0391'TO REACH FROM THE MISSOURI PACIFIC RAILROAD DEPOT IN WATSON, GO NORTH
 DK0391'AND WEST ON STATE ROUTE 1 FOR 2.35 MILES TO A FARM DRIVEWAY ON THE
 DK0391'RIGHT.  A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PRO-
 DK0391'JECTS 6 INCHES. IT IS 43 FEET SOUTH OF THE CENTER OF ROUTE 1.  35
 DK0391'FEET SOUTHEAST OF A MAILBOX.  2 FEET WEST OF A POWER POLE, AND
 DK0391'1.5 FEET EAST OF A METAL WITNESS POST.
 DK0391
 DK0391                          STATION RECOVERY (2004)
 DK0391
 DK0391'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0391'CONCRETE CHIPPED AT ONE CORNER, BUT DOESN'T APPEAR TO HAVE AFFECTED
 DK0391'MONUMENT STABILITY AT ALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2013 ***********************************************************************
 DK2013  DESIGNATION -  SMITH RM 4
 DK2013  PID         -  DK2013
 DK2013  STATE/COUNTY-  AR/DESHA
 DK2013  USGS QUAD   -  WATSON (1969)
 DK2013
 DK2013                         *CURRENT SURVEY CONTROL
 DK2013  ___________________________________________________________________
 DK2013* NAD 83(1997)-  33 54 43.39704(N)    091 16 53.96657(W)     ADJUSTED  
 DK2013* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 DK2013  ___________________________________________________________________
 DK2013  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DK2013  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK2013
 DK2013  HORZ ORDER  -  FIRST
 DK2013
 DK2013.The horizontal coordinates were established by classical geodetic methods
 DK2013.and adjusted by the National Geodetic Survey in September 1999..
 DK2013
 DK2013.The orthometric height was scaled from a topographic map.
 DK2013
 DK2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2013
 DK2013.The geoid height was determined by GEOID03.
 DK2013
 DK2013;                    North         East     Units Scale Factor Converg.
 DK2013;SPC AR S     -   538,361.608   466,426.432   MT  0.99992074   +0 24 07.4
 DK2013;SPC AR S     - 1,766,274.71  1,530,267.39   sFT  0.99992074   +0 24 07.4
 DK2013;UTM  15      - 3,753,734.126   658,857.625   MT  0.99991110   +0 57 32.0
 DK2013
 DK2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2013!SPC AR S     -   0.99999677  x   0.99992074  =   0.99991751
 DK2013!UTM  15      -   0.99999677  x   0.99991110  =   0.99990787
 DK2013
 DK2013|---------------------------------------------------------------------|
 DK2013| PID    Reference Object                     Distance      Geod. Az  |
 DK2013|                                                           dddmmss.s |
 DK2013| DK2014 SMITH                                31.256 METERS 09533     |
 DK2013| DK2015 WATSON MUNICIPAL TANK               APPROX. 3.0 KM 1265309.4 |
 DK2013| DK0391 SMITH RM 3                           38.591 METERS 13730     |
 DK2013| DK0392 SMITH AZ MK RESET                                  2695614.1 |
 DK2013|---------------------------------------------------------------------|
 DK2013
 DK2013                          SUPERSEDED SURVEY CONTROL
 DK2013
 DK2013  NAD 83(1997)-  33 54 43.40288(N)    091 16 53.96354(W) AD(       ) 1
 DK2013  NAD 83(1986)-  33 54 43.40426(N)    091 16 53.96248(W) AD(       ) 1
 DK2013  NAD 27      -  33 54 43.03121(N)    091 16 53.54062(W) AD(       ) 1
 DK2013
 DK2013.Superseded values are not recommended for survey control.
 DK2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2013.See file dsdata.txt to determine how the superseded data were derived.
 DK2013
 DK2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5885853734(NAD 83)
 DK2013_MARKER: DR = REFERENCE MARK DISK
 DK2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2013
 DK2013  HISTORY     - Date     Condition        Report By
 DK2013  HISTORY     - 1964     MONUMENTED       CGS
 DK2013
 DK2013                          STATION DESCRIPTION
 DK2013
 DK2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 DK2013'THE STATION IS 3-3/4 MILES WEST AND 2 MILES SOUTH OF YANCOPIN,
 DK2013'1 MILE NORTH AND 1-3/4 MILES WEST OF WATSON, ON THE NORTH
 DK2013'SIDE OF STATE ROUTE 1, AND ON PROPERTY OWNED BY G.W. NASH.
 DK2013'
 DK2013'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAILROAD DEPOT
 DK2013'IN WATSON, GO NORTH AND WEST ON STATE ROUTE 1 FOR 2.35 MILES
 DK2013'TO A FARM DRIVEWAY ON THE RIGHT AND THE STATION IN THE NORTHWEST
 DK2013'ANGLE.
 DK2013'
 DK2013'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED SMITH
 DK2013'NO 4 1940.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE
 DK2013'MONUMENT 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 DK2013'72 FEET WEST OF THE CENTER OF THE FARM DRIVEWAY, AND 48 FEET
 DK2013'NORTH OF THE CENTER OF STATE ROUTE 1.  THE UNDERGROUND DISK
 DK2013'IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 DK2013'SURFACE OF THE GROUND.
 DK2013'
 DK2013'STATION SMITH 1940, A STANDARD DISK STAMPED SMITH 1940, IS SET
 DK2013'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 DK2013'41 FEET NORTH OF THE CENTER OF ROUTE 1, AND 29.5 FEET EAST
 DK2013'OF THE CENTER OF THE DRIVEWAY.  THE UNDERGROUND MARK WAS NOT
 DK2013'INSPECTED.
 DK2013'
 DK2013'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SMITH NO 3 1940,
 DK2013'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 DK2013'IT IS 43 FEET SOUTH OF THE CENTER OF ROUTE 1, 35 FEET SOUTHEAST
 DK2013'OF A MAILBOX, 2 FEET WEST OF A POWER POLE, AND 1.5 FEET EAST
 DK2013'OF A METAL WITNESS POST.
 DK2013'
 DK2013'AZIMUTH MARK, A STANDARD DISK STAMPED SMITH 1940 RESET 1964,
 DK2013'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.
 DK2013'IT IS 44.5 FEET SOUTH OF THE CENTER OF ROUTE 1, 43 FEET EAST OF
 DK2013'THE CENTER OF A FIELD ENTRANCE, 1.5 FEET SOUTHWEST OF A METAL
 DK2013'WITNESS POST, AND 1.3 FEET EAST OF A POWER POLE.
 DK2013'
 DK2013'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 DK2013'ROUTE 1 FOR 0.55 MILE TO A FIELD APPROACH ON THE LEFT AND THE
 DK2013'AZIMUTH MARK IN THE SOUTHEAST ANGLE.
 DK2013'
 DK2013'NOTE--REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION.
 DK2013'
 DK2013'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1429 ***********************************************************************
 DL1429  DESIGNATION -  SMITHTON
 DL1429  PID         -  DL1429
 DL1429  STATE/COUNTY-  AR/CLARK
 DL1429  USGS QUAD   -  GURDON (1970)
 DL1429
 DL1429                         *CURRENT SURVEY CONTROL
 DL1429  ___________________________________________________________________
 DL1429* NAD 83(1997)-  33 57 46.13090(N)    093 07 47.09665(W)     ADJUSTED  
 DL1429* NAVD 88     -        67.1    (meters)     220.     (feet)  VERTCON   
 DL1429  ___________________________________________________________________
 DL1429  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DL1429  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DL1429
 DL1429  HORZ ORDER  -  THIRD
 DL1429
 DL1429.The horizontal coordinates were established by classical geodetic methods
 DL1429.and adjusted by the National Geodetic Survey in September 1999..
 DL1429
 DL1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1429
 DL1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1429
 DL1429.The geoid height was determined by GEOID03.
 DL1429
 DL1429;                    North         East     Units Scale Factor Converg.
 DL1429;SPC AR S     -   544,334.509   295,593.468   MT  0.99991925   -0 37 56.3
 DL1429;SPC AR S     - 1,785,870.80    969,792.90   sFT  0.99991925   -0 37 56.3
 DL1429;UTM  15      - 3,758,040.478   488,012.732   MT  0.99960177   -0 04 20.9
 DL1429
 DL1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1429!SPC AR S     -   0.99999367  x   0.99991925  =   0.99991292
 DL1429!UTM  15      -   0.99999367  x   0.99960177  =   0.99959544
 DL1429
 DL1429|---------------------------------------------------------------------|
 DL1429| PID    Reference Object                     Distance      Geod. Az  |
 DL1429|                                                           dddmmss.s |
 DL1429| CX6274 SMITHTON RM 1                        29.276 METERS 11539     |
 DL1429| DL1424 GURDON ARK P AND L CO RAD MAST      APPROX. 4.9 KM 1700547.9 |
 DL1429| CX6275 SMITHTON RM 2                        43.555 METERS 20428     |
 DL1429| CX6273 SMITHTON AZ MK                                     2252611.0 |
 DL1429|---------------------------------------------------------------------|
 DL1429
 DL1429                          SUPERSEDED SURVEY CONTROL
 DL1429
 DL1429  NAD 83(1997)-  33 57 46.14047(N)    093 07 47.08892(W) AD(       ) 3
 DL1429  NAD 83(1986)-  33 57 46.14065(N)    093 07 47.08795(W) AD(       ) 3
 DL1429  NAD 27      -  33 57 45.78260(N)    093 07 46.47490(W) AD(       ) 3
 DL1429  NGVD 29 (07/19/86)   67.1    (m)          220.     (f) VERT ANG       
 DL1429
 DL1429.Superseded values are not recommended for survey control.
 DL1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1429.See file dsdata.txt to determine how the superseded data were derived.
 DL1429
 DL1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8801358040(NAD 83)
 DL1429_MARKER: DS = TRIANGULATION STATION DISK
 DL1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1429
 DL1429  HISTORY     - Date     Condition        Report By
 DL1429  HISTORY     - 1957     MONUMENTED       CGS
 DL1429  HISTORY     - 1964     GOOD             CGS
 DL1429
 DL1429                          STATION DESCRIPTION
 DL1429
 DL1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1429'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 67, ABOUT
 DL1429'3.2 MILES AIRLINE NORTH-NORTHEAST OF GURDON AND 2.8 MILES
 DL1429'SOUTH-SOUTHEAST OF CURTIS.  IT IS 131 FEET SOUTH OF THE CENTER
 DL1429'OF U.S. HIGHWAY 67, 85 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 DL1429'18 FEET NORTH OF A FENCE LINE AND 2 FEET NORTHEAST OF A WITNESS
 DL1429'POST.  IT IS STAMPED SMITHTON 1957 AND PROJECTS 3 INCHES.
 DL1429'
 DL1429'REFERENCE MARK NO. 1 IS 112 FEET EAST-NORTHEAST OF A LARGE PINE
 DL1429'TREE, 89 FEET EAST OF A POWERLINE POLE AND 79 FEET SOUTH OF A
 DL1429'FENCE LINE.  IT IS STAMPED SMITHTON NO 1 1957 AND PROJECTS 6
 DL1429'INCHES.
 DL1429'
 DL1429'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE CENTER OF A GRAVELED
 DL1429'ROAD, 15 FEET NORTHWEST OF A POWERLINE POLE AND 2 FEET WEST OF AN
 DL1429'ANGLE IN A FENCE LINE.  IT IS STAMPED SMITHTON NO 2 1957 AND
 DL1429'PROJECTS 4 INCHES.
 DL1429'
 DL1429'THE AZIMUTH MARK IS 48 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 DL1429'67, 7 FEET WEST OF THE CENTER OF A DRIVEWAY, 3 FEET SOUTH OF
 DL1429'A FENCE AND 1 FOOT WEST OF A HIGHWAY RIGHT-OF-WAY MARKER.  IT IS
 DL1429'STAMPED SMITHTON 1957 AND PROJECTS 6 INCHES.
 DL1429'
 DL1429'TO REACH FROM THE POST OFFICE IN GURDON GO NORTH FOR 0.1 MILE TO
 DL1429'U.S. HIGHWAY 67, TURN RIGHT, NORTHEAST, AND GO 3.1 MILES ON U.S.
 DL1429'HIGHWAY 67 TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 DL1429'AHEAD FOR 0.3 MILE TO AN ANGLING CROSSROADS AND THE STATION
 DL1429'ON THE RIGHT AS DESCRIBED.
 DL1429'
 DL1429'HEIGHT OF LIGHT ABOVE STATION MARK 22.01 METERS.
 DL1429
 DL1429                          STATION RECOVERY (1964)
 DL1429
 DL1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1429'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 DL1429'STATION IS ABOUT 3.0 MILES SOUTHWEST OF CURTIS RATHER THAN
 DL1429'SOUTH-SOUTHEAST AS ORIGINALLY DESCRIBED.
 DL1429'
 DL1429'R.M. NO. 1 IS ABOUT 79 FEET EAST-SOUTHEAST OF EAST RIGHT OF WAY
 DL1429'FENCE LINE OF WIDE RIGHT OF WAY, IN OPEN PASTURE AND ABOUT
 DL1429'UNDER THE CENTER OF A DOUBLE-POLE POWER LINE.
 DL1429'
 DL1429'R.M. NO. 2 IS 2 FEET SOUTHWEST OF THE POWER POLE THAT IS IN THE
 DL1429'FENCE LINE TO SOUTH-SOUTHWEST OF THE STATION.
 DL1429'
 DL1429'THE STATION MARK IS ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 67
 DL1429'AND THE AZIMUTH MARK IS ON THE NORTHWEST SIDE.
 DL1429'
 DL1429'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1429'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1041 ***********************************************************************
 FH1041  DESIGNATION -  SNAKE
 FH1041  PID         -  FH1041
 FH1041  STATE/COUNTY-  AR/WASHINGTON
 FH1041  USGS QUAD   -  WESTVILLE (1972)
 FH1041
 FH1041                         *CURRENT SURVEY CONTROL
 FH1041  ___________________________________________________________________
 FH1041* NAD 83(1997)-  35 55 25.28978(N)    094 31 15.28597(W)     ADJUSTED  
 FH1041* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 FH1041  ___________________________________________________________________
 FH1041  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FH1041  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FH1041
 FH1041  HORZ ORDER  -  SECOND
 FH1041
 FH1041.The horizontal coordinates were established by classical geodetic methods
 FH1041.and adjusted by the National Geodetic Survey in September 1999..
 FH1041
 FH1041.The orthometric height was scaled from a topographic map.
 FH1041
 FH1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH1041
 FH1041.The geoid height was determined by GEOID03.
 FH1041
 FH1041;                    North         East     Units Scale Factor Converg.
 FH1041;SPC AR N     -   179,351.060   172,521.886   MT  0.99995343   -1 28 00.9
 FH1041;SPC AR N     -   588,420.94    566,015.55   sFT  0.99995343   -1 28 00.9
 FH1041;SPC OK N     -   108,110.920   913,907.749   MT  0.99995441   +2 03 11.4
 FH1041;SPC OK N     -   354,693.91  2,998,379.01   sFT  0.99995441   +2 03 11.4
 FH1041;UTM  15      - 3,976,553.424   362,786.747   MT  0.99983199   -0 53 32.9
 FH1041
 FH1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1041!SPC AR N     -   0.99993633  x   0.99995343  =   0.99988976
 FH1041!SPC OK N     -   0.99993633  x   0.99995441  =   0.99989074
 FH1041!UTM  15      -   0.99993633  x   0.99983199  =   0.99976833
 FH1041
 FH1041|---------------------------------------------------------------------|
 FH1041| PID    Reference Object                     Distance      Geod. Az  |
 FH1041|                                                           dddmmss.s |
 FH1041| CI3223 SNAKE RM 1                           35.494 METERS 13452     |
 FH1041| FH1043 DUTCH                               APPROX. 5.3 KM 1721916.3 |
 FH1041| FH1042 BOUNDARY MON 40 AR OK                22.497 METERS 17759     |
 FH1041| CI3224 SNAKE RM 2                           52.926 METERS 25302     |
 FH1041| CI3222 SNAKE AZ MK                                        2721630.8 |
 FH1041|---------------------------------------------------------------------|
 FH1041
 FH1041                          SUPERSEDED SURVEY CONTROL
 FH1041
 FH1041  NAD 83(1997)-  35 55 25.29945(N)    094 31 15.28488(W) AD(       ) 2
 FH1041  NAD 83(1986)-  35 55 25.29567(N)    094 31 15.28587(W) AD(       ) 2
 FH1041  NAD 27      -  35 55 25.00300(N)    094 31 14.49700(W) AD(       ) 2
 FH1041
 FH1041.Superseded values are not recommended for survey control.
 FH1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1041.See file dsdata.txt to determine how the superseded data were derived.
 FH1041
 FH1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6278776553(NAD 83)
 FH1041_MARKER: DS = TRIANGULATION STATION DISK
 FH1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1041
 FH1041  HISTORY     - Date     Condition        Report By
 FH1041  HISTORY     - 1935     MONUMENTED       CGS
 FH1041  HISTORY     - 1960     GOOD             CGS
 FH1041  HISTORY     - 1978     GOOD             OKDH
 FH1041
 FH1041                          STATION DESCRIPTION
 FH1041
 FH1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH1041'STATION IS ABOUT 6 MILES WSW OF LINCOLN, AND 5-1/2 MILES SE
 FH1041'OF WESTVILLE, ON THE TOP OF SNAKE MOUNTAIN.  IT IS ABOUT 100
 FH1041'FEET N OF THE S RIM ROCK, AND 150 YARDS W OF SW CORNER OF
 FH1041'OLD DESERTED FIELD.  IT IS JUST E OF THE OKLAHOMA BOUNDARY
 FH1041'LINE, 73.81 FEET N OF MONUMENT NO.40, AND PROJECTS 4 INCHES.
 FH1041'
 FH1041'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FH1041'IN CONCRETE.
 FH1041'
 FH1041'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 FH1041'IN DRILL HOLES IN BOULDERS.
 FH1041'
 FH1041'REFERENCE MARK NO.1 IS SE OF STATION IN A 4-FOOT BOULDER, THAT
 FH1041'PROJECTS 12 INCHES.  IT IS 4 FEET WSW OF 18-INCH OAK, AND
 FH1041'28 FEET N OF RIM ROCK ON S OF PLATEAU.
 FH1041'
 FH1041'REFERENCE MARK NO.2 IS WSW OF STATION IN 9- BY 18-INCH BOULDER,
 FH1041'PROJECTING 12 INCHES.  IT IS 10 FEET NE OF 24-INCH OAK, AND
 FH1041'25 FEET N OF STEEP INCLINE, THERE IS NO RIM ROCK HERE.
 FH1041'
 FH1041'AZIMUTH MARK IS ABOUT 450 FEET W OF STATION, 100 FEET N OF
 FH1041'RIM ROCK 30 FEET E OF RIM ROCK, 20 FEET NW OF 9-INCH HICKORY,
 FH1041'AND 15 FEET SW OF 14-INCH OAK.  IT IS IN 10-BY 10-INCH BOULDER
 FH1041'PROJECTING 12 INCHES.
 FH1041'
 FH1041'TO REACH FROM LINCOLN, ARKANSAS GO W ON U.S. HIGHWAY 62 FOR
 FH1041'3.6 MILES, TURN LEFT ON U.S. HIGHWAY 59 FOR 5.5 MILES, TURN
 FH1041'RIGHT 2.35 MILES TO WHERE ROAD TURNS LEFT (W).  CONTINUE
 FH1041'STRAIGHT AHEAD (S) ON LESS TRAVELED ROAD 1.7 MILES TO CORNER
 FH1041'OF RAIL FENCE ON LEFT AND END OF TRUCK TRAVEL.  FOLLOW TRAIL
 FH1041'TO LEFT ALONG FENCE AND LATER AROUND SIDE OF MOUNTAIN FOR ABOUT
 FH1041'1/2 MILE, TO POINT ABOUT 75 YARDS BEFORE REACHING OLD, DESERTED
 FH1041'LOG CABIN.  TURN ACUTELY TO RIGHT ON ANOTHER TRAIL UP MOUNTAIN
 FH1041'TO TOP OF RIM ROCK AT SW CORNER OF DESERTED FIELD.  TURN
 FH1041'LEFT (W) ALONG RIM ABOUT 100 YARDS TO STATION.  THE ENTIRE
 FH1041'TRAIL IS QUITE DIM AND BADLY WASHED, BUT WAS ONCE A WAGON
 FH1041'TRAIL AND CAN BE READILY FOLLOWED WITH LITTLE CARE IN
 FH1041'DAYLIGHT.
 FH1041'
 FH1041'LIGHTS 8 FEET ABOVE BATES, 60 FEET ABOVE SUGAR, AND 8 FEET
 FH1041'ABOVE DUTCH ARE ALL VISIBLE FROM GROUND.
 FH1041
 FH1041                          STATION RECOVERY (1960)
 FH1041
 FH1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1041'STATION RECOVERED AND ALL MARKS EXCEPT R.M. NO. 2 FOUND IN
 FH1041'GOOD CONDITION.  THE DISK FOR R.M. NO. 2 IS LOOSE IN THE
 FH1041'BOULDER IN WHICH IT WAS SET.
 FH1041'
 FH1041'THE STATION IS ON LAND OWNED BY MR. C.A. FULTS WHO LIVES
 FH1041'ABOUT 1.0 MILE SOUTHWEST OF THE STATION.  THE BEST ROUTE TO
 FH1041'THE STATION IS BY WAY OF HIS HOUSE AND THROUGH HIS PASTURE.
 FH1041'A STOCK POND HAS BEEN BUILT ON TOP OF THE MOUNTAIN JUST NORTHWEST
 FH1041'OF THE STATION.
 FH1041'
 FH1041'TO REACH FROM LINCOLN GO WEST ON U.S. HIGHWAY 62 FOR 3.6 MILES
 FH1041'TO JUNCTION WITH STATE HIGHWAY 59, TURN LEFT AND GO SOUTH ON
 FH1041'STATE HIGHWAY 59 FOR 5.5 MILES TO A SIDE ROAD RIGHT, TURN
 FH1041'RIGHT AND FOLLOW MAIN ROAD FOR 2.3 MILES TO FORKS, TAKE RIGHT
 FH1041'FORK FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND CONTINUE
 FH1041'FOR 0.9 MILE TO MR. FULTS HOUSE ON RIGHT, (MR. FULTS CAN
 FH1041'GIVE DIRECTIONS TO STATION), TURN SHARP RIGHT AND PASS TO
 FH1041'NORTH OF HOUSE AND FOLLOW FIELD ROADS NORTHEASTERLY FOR
 FH1041'ABOUT 0.85 MILE TO END OF TRUCK TRAVEL.  PACK EAST FOR ABOUT
 FH1041'0.25 MILE TO TOP OF SNAKE MOUNTAIN AND STATION JUST
 FH1041'SOUTHEAST OF A STOCK POND.
 FH1041'
 FH1041'ARKANSAS-OKLAHOMA BOUNDARY MONUMENT NO. 40 IS 73.81 FEET SOUTH
 FH1041'OF THE STATION, AT SOUTH END OF MOUNTAIN.
 FH1041
 FH1041                          STATION RECOVERY (1978)
 FH1041
 FH1041'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1978 (JWH)
 FH1041'SNAKE 1935 RECOVERED IN GOOD CONDITION.  RM NO. 1 AND RM NO. 2 NOT
 FH1041'FOUND.
 FH1041'
 FH1041'AREA HAS BEEN CLEARED WITH BULL DOZER TEARING OUT BOTH RMS AND
 FH1041'OKLA-ARK. BDRY MARKER NO. 40.
 FH1041'
 FH1041'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 5 MILES SOUTHEAST
 FH1041'OF WESTVILLE, OKLAHOMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0674 ***********************************************************************
 GF0674  DESIGNATION -  SNEED
 GF0674  PID         -  GF0674
 GF0674  STATE/COUNTY-  AR/BAXTER
 GF0674  USGS QUAD   -  NORFORK SE (1980)
 GF0674
 GF0674                         *CURRENT SURVEY CONTROL
 GF0674  ___________________________________________________________________
 GF0674* NAD 83(1997)-  36 07 21.05448(N)    092 18 58.90474(W)     ADJUSTED  
 GF0674* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 GF0674  ___________________________________________________________________
 GF0674  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GF0674  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GF0674
 GF0674  HORZ ORDER  -  FIRST
 GF0674
 GF0674.The horizontal coordinates were established by classical geodetic methods
 GF0674.and adjusted by the National Geodetic Survey in September 1999..
 GF0674
 GF0674.The orthometric height was scaled from a topographic map.
 GF0674
 GF0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0674
 GF0674.The geoid height was determined by GEOID03.
 GF0674
 GF0674;                    North         East     Units Scale Factor Converg.
 GF0674;SPC AR N     -   198,545.234   371,520.401   MT  0.99997997   -0 11 02.7
 GF0674;SPC AR N     -   651,393.82  1,218,896.52   sFT  0.99997997   -0 11 02.7
 GF0674;UTM  15      - 3,997,753.679   561,519.635   MT  0.99964663   +0 24 10.9
 GF0674
 GF0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0674!SPC AR N     -   0.99993707  x   0.99997997  =   0.99991704
 GF0674!UTM  15      -   0.99993707  x   0.99964663  =   0.99958372
 GF0674
 GF0674|---------------------------------------------------------------------|
 GF0674| PID    Reference Object                     Distance      Geod. Az  |
 GF0674|                                                           dddmmss.s |
 GF0674| CI3225 SNEED RM 1                           19.191 METERS 23113     |
 GF0674| GF0677 CASAHOME                            APPROX.17.2 KM 2521845.8 |
 GF0674| CI3226 SNEED RM 2                           23.573 METERS 35958     |
 GF0674|---------------------------------------------------------------------|
 GF0674
 GF0674                          SUPERSEDED SURVEY CONTROL
 GF0674
 GF0674  NAD 83(1986)-  36 07 21.06635(N)    092 18 58.90460(W) AD(       ) 1
 GF0674  NAD 27      -  36 07 20.81500(N)    092 18 58.34100(W) AD(       ) 1
 GF0674
 GF0674.Superseded values are not recommended for survey control.
 GF0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0674.See file dsdata.txt to determine how the superseded data were derived.
 GF0674
 GF0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6152097754(NAD 83)
 GF0674_MARKER: DS = TRIANGULATION STATION DISK
 GF0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0674
 GF0674  HISTORY     - Date     Condition        Report By
 GF0674  HISTORY     - 1953     MONUMENTED       CGS
 GF0674  HISTORY     - 1964     GOOD             USFS
 GF0674
 GF0674                          STATION DESCRIPTION
 GF0674
 GF0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0674'THE STATION IS ABOUT 8-1/2 MILES NORTH AND 5-1/2 MILES EAST OF BIG
 GF0674'FLAT, 2-1/2 MILES SOUTHWEST OF THE WHITE RIVER, ON THE HIGHEST
 GF0674'POINT OF A WOODED RIDGE, NEAR THE HEAD OF SNEED CREEK, IN SEC.
 GF0674'12, T 17 N, R 13 W, IN THE OZARK NATIONAL FOREST, ON LAND OWNED
 GF0674'BY THE U.S. GOVERNMENT.  IT IS 13 FEET EAST OF THE CENTER OF A
 GF0674'FIRE BREAK AND 7 FEET WEST OF A WITNESS POST.
 GF0674'
 GF0674'TO REACH THE STATION FROM THE POST OFFICE IN BIG FLAT, GO
 GF0674'NORTH ABOUT 0.05 MILE, TURN RIGHT AND GO EASTERLY ON STATE
 GF0674'HIGHWAY 14 FOR 4.05 MILES TO A Y-JUNCTION AND A SIGN, PUSH
 GF0674'MOUNTAIN 7, MOUNTAIN HOME 35, BEAR LEFT AND GO NORTHERLY 4.85
 GF0674'MILES TO THE PUSH MOUNTAIN LOOKOUT TOWER ON THE LEFT, CONTINUE
 GF0674'NORTHERLY ON THE MAIN ROAD FOR 3.75 MILES TO A T-ROAD ON THE
 GF0674'LEFT AT A SIGN CLEVELAND TOWER 9, TURN LEFT AND GO WESTERLY
 GF0674'1.55 MILES TO A Y-JUNCTION AT A SIGN LEATHERWOOD FIRE BREAK,
 GF0674'BEAR RIGHT AND GO 0.8 MILE TO A Y-JUNCTION AT A BLAZED OAK TREE,
 GF0674'BEAR RIGHT AND GO 0.1 MILE TO A 3-WAY FORK AND A ROAD LEADING
 GF0674'SHARP LEFT, TAKE THE RIGHT FORK AND GO 0.35 MILE TO A Y-JUNCTION
 GF0674'AT A FENCE CORNER ON THE LEFT, BEAR RIGHT AND FOLLOW THE FIRE
 GF0674'BREAK FOR 0.5 MILE TO THE HIGHEST POINT AND THE STATION.
 GF0674'
 GF0674'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SNEED
 GF0674'1953.
 GF0674'
 GF0674'REFERENCE MARK 1 IS 8 FEET SOUTH OF THE CENTER OF THE FIRE
 GF0674'BREAK.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SNEED
 GF0674'NO 1 1953.
 GF0674'
 GF0674'REFERENCE MARK 2 IS 6 FEET WEST OF THE CENTER OF THE FIRE BREAK.
 GF0674'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SNEED NO 1 1953.
 GF0674'
 GF0674'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0674'
 GF0674'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0674
 GF0674                          STATION RECOVERY (1964)
 GF0674
 GF0674'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 GF0674'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GF0674'ADD TO 5TH LINE IN DESCRIPTION- 3.75 MILES TO A T-ROAD (ADVANCE ROAD
 GF0674'111 ON LEFT, TURN LEFT AND GO WESTERLY 1.55 MILES TO Y-JUNCTION
 GF0674'AT A SIGN LEATHERWOOD ROAD 111-A.
 GF0674'
 GF0674'ADD TO LINE 9- TAKE RIGHT FORK AND GO 0.1 MILE TO LOCKED
 GF0674'GATE, THEN 0.25 MILE TO FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0720 ***********************************************************************
 GF0720  DESIGNATION -  SNOW
 GF0720  PID         -  GF0720
 GF0720  STATE/COUNTY-  AR/MARION
 GF0720  USGS QUAD   -  PYATT (1972)
 GF0720
 GF0720                         *CURRENT SURVEY CONTROL
 GF0720  ___________________________________________________________________
 GF0720* NAD 83(1997)-  36 16 00.98828(N)    092 47 08.63321(W)     ADJUSTED  
 GF0720* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 GF0720  ___________________________________________________________________
 GF0720  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GF0720  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0720
 GF0720  HORZ ORDER  -  THIRD
 GF0720
 GF0720.The horizontal coordinates were established by classical geodetic methods
 GF0720.and adjusted by the National Geodetic Survey in September 1999..
 GF0720
 GF0720.The orthometric height was scaled from a topographic map.
 GF0720
 GF0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0720
 GF0720.The geoid height was determined by GEOID03.
 GF0720
 GF0720;                    North         East     Units Scale Factor Converg.
 GF0720;SPC AR N     -   214,806.972   329,395.346   MT  1.00000682   -0 27 26.0
 GF0720;SPC AR N     -   704,745.87  1,080,691.23   sFT  1.00000682   -0 27 26.0
 GF0720;UTM  15      - 4,013,578.082   519,246.237   MT  0.99960456   +0 07 36.3
 GF0720
 GF0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0720!SPC AR N     -   0.99995421  x   1.00000682  =   0.99996103
 GF0720!UTM  15      -   0.99995421  x   0.99960456  =   0.99955879
 GF0720
 GF0720:                Primary Azimuth Mark                     Grid Az
 GF0720:SPC AR N     -  SNOW AZ MK                               002 32 25.9
 GF0720:UTM  15      -  SNOW AZ MK                               001 57 23.6
 GF0720
 GF0720|---------------------------------------------------------------------|
 GF0720| PID    Reference Object                     Distance      Geod. Az  |
 GF0720|                                                           dddmmss.s |
 GF0720| CI3227 SNOW AZ MK                                         0020459.9 |
 GF0720| CI3228 SNOW RM 1                            12.143 METERS 20503     |
 GF0720| CI3229 SNOW RM 2                            14.878 METERS 28823     |
 GF0720|---------------------------------------------------------------------|
 GF0720
 GF0720                          SUPERSEDED SURVEY CONTROL
 GF0720
 GF0720  NAD 83(1986)-  36 16 00.99972(N)    092 47 08.63405(W) AD(       ) 3
 GF0720  NAD 27      -  36 16 00.75000(N)    092 47 08.03700(W) AD(       ) 3
 GF0720
 GF0720.Superseded values are not recommended for survey control.
 GF0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0720.See file dsdata.txt to determine how the superseded data were derived.
 GF0720
 GF0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1924613578(NAD 83)
 GF0720_MARKER: DS = TRIANGULATION STATION DISK
 GF0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0720
 GF0720  HISTORY     - Date     Condition        Report By
 GF0720  HISTORY     - 1954     MONUMENTED       CGS
 GF0720  HISTORY     - 1965     GOOD             CGS
 GF0720
 GF0720                          STATION DESCRIPTION
 GF0720
 GF0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0720'THE STATION IS 7 MILES NORTHWEST OF YELLVILLE, 1-1/2 MILES
 GF0720'NORTHEAST OF SNOW, 1 MILE NORTH OF U.S. HIGHWAY 62, 60 FEET EAST
 GF0720'OF A 8 INCH WELL PIPE, 54 FEET SOUTHWEST OF THE SOUTHWEST
 GF0720'CORNER OF THE BARN, AND 80 FEET EAST OF A FARMHOUSE OWNED
 GF0720'AND OCCUPIED BY MR. CLIFFORD CHEEK.
 GF0720'
 GF0720'TO REACH THE STATION FROM THE COURTHOUSE IN YELLVILLE, GO
 GF0720'WESTERLY ON U.S. HIGHWAY 62 FOR 8.0 MILES TO THE SNOW ASSEMBLY
 GF0720'OF GOD CHURCH ON THE LEFT AND A SIDE ROAD ON THE RIGHT, TURN
 GF0720'RIGHT AND GO NORTHERLY FOR 1.4 MILES TO A T-INTERSECTION,
 GF0720'TURN RIGHT AND GO EAST FOR 0.15 MILE TO A FORK, TURN LEFT
 GF0720'AND GO EAST FOR 0.1 MILE TO MR. CHEEKS HOME AND THE STATION
 GF0720'MARK ON THE LEFT AS DESCRIBED, TO REACH THE AZIMUTH MARK
 GF0720'FROM THE SNOW ASSEMBLY OF GOD CHURCH, GO EAST ON U.S. HIGHWAY
 GF0720'62 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 GF0720'DESCRIBED.
 GF0720'
 GF0720'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GF0720'STAMPED SNOW 1954.
 GF0720'
 GF0720'REFERENCE MARK NO. 1 IS 40 FEET WEST OF THE SOUTHWEST CORNER
 GF0720'OF THE BARN, AND 2 FEET SOUTH OF THE SOUTHEAST CORNER OF
 GF0720'A SMALL BUILDING.  THE MARK IS FLUSH WITH THE GROUND AND THE
 GF0720'DISK IS STAMPED SNOW NO 1 1954.
 GF0720'
 GF0720'REFERENCE MARK NO. 2 IS 25 FEET SOUTHEAST OF THE SOUTHWEST
 GF0720'CORNER OF THE BARN AND 2 FEET SOUTH OF A BARN-LOT FENCE.
 GF0720'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GF0720'SNOW NO 2 1954.
 GF0720'
 GF0720'THE AZIMUTH MARK IS 100 FEET NORTH OF A WHITE FARMHOUSE,
 GF0720'35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTH
 GF0720'OF A 4 IN X 4 IN WITNESS POST, AND ON A BLUFF OF OUTCROPPING
 GF0720'BEDROCK THAT IS ABOUT 6 FEET HIGHER THAN THE HIGHWAY.  THE
 GF0720'DISK IS STAMPED SNOW 1954.
 GF0720'
 GF0720'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0720
 GF0720                          STATION RECOVERY (1965)
 GF0720
 GF0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0720'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0720'CONDITION.  THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND
 GF0720'IS ABOUT 9 YARDS WEST OF A LINE WITH THE WEST SIDE OF A WHITE
 GF0720'HOUSE.
 GF0720'
 GF0720'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0720'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2830 ***********************************************************************
 EH2830  DESIGNATION -  SOUDAN
 EH2830  PID         -  EH2830
 EH2830  STATE/COUNTY-  AR/LEE
 EH2830  USGS QUAD   -  SOUDAN (1984)
 EH2830
 EH2830                         *CURRENT SURVEY CONTROL
 EH2830  ___________________________________________________________________
 EH2830* NAD 83(1997)-  34 50 38.25867(N)    090 38 20.12028(W)     ADJUSTED  
 EH2830* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 EH2830  ___________________________________________________________________
 EH2830  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EH2830  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH2830
 EH2830  HORZ ORDER  -  SECOND
 EH2830
 EH2830.The horizontal coordinates were established by classical geodetic methods
 EH2830.and adjusted by the National Geodetic Survey in September 1999..
 EH2830
 EH2830.The orthometric height was scaled from a topographic map.
 EH2830
 EH2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2830
 EH2830.The geoid height was determined by GEOID03.
 EH2830
 EH2830;                    North         East     Units Scale Factor Converg.
 EH2830;SPC AR S     -   642,326.296   524,484.294   MT  1.00001815   +0 45 42.4
 EH2830;SPC AR S     - 2,107,365.52  1,720,745.55   sFT  1.00001815   +0 45 42.4
 EH2830;SPC AR N     -    57,510.894   524,484.074   MT  1.00001877   +0 47 31.2
 EH2830;SPC AR N     -   188,683.66  1,720,744.83   sFT  1.00001877   +0 47 31.2
 EH2830;SPC MS W     -   592,605.717   672,051.839   MT  0.99995962   -0 10 28.6
 EH2830;SPC MS W     - 1,944,240.59  2,204,890.08   sFT  0.99995962   -0 10 28.6
 EH2830;UTM  15      - 3,858,281.367   715,881.837   MT  1.00017444   +1 20 58.2
 EH2830
 EH2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2830!SPC AR S     -   0.99999560  x   1.00001815  =   1.00001375
 EH2830!SPC AR N     -   0.99999560  x   1.00001877  =   1.00001437
 EH2830!SPC MS W     -   0.99999560  x   0.99995962  =   0.99995522
 EH2830!UTM  15      -   0.99999560  x   1.00017444  =   1.00017004
 EH2830
 EH2830|---------------------------------------------------------------------|
 EH2830| PID    Reference Object                     Distance      Geod. Az  |
 EH2830|                                                           dddmmss.s |
 EH2830| CY6497 SOUDAN RM 1                          48.851 METERS 18135     |
 EH2830| CY6496 SOUDAN AZ MK                                       2184136.0 |
 EH2830| CY6498 SOUDAN RM 2                          32.085 METERS 29039     |
 EH2830|---------------------------------------------------------------------|
 EH2830
 EH2830                          SUPERSEDED SURVEY CONTROL
 EH2830
 EH2830  NAD 83(1997)-  34 50 38.25991(N)    090 38 20.11750(W) AD(       ) 2
 EH2830  NAD 83(1997)-  34 50 38.26207(N)    090 38 20.11571(W) AD(       ) 2
 EH2830  NAD 83(1986)-  34 50 38.26609(N)    090 38 20.11743(W) AD(       ) 2
 EH2830  NAD 27      -  34 50 37.91980(N)    090 38 19.73010(W) AD(       ) 2
 EH2830
 EH2830.Superseded values are not recommended for survey control.
 EH2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2830.See file dsdata.txt to determine how the superseded data were derived.
 EH2830
 EH2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1588258281(NAD 83)
 EH2830_MARKER: DS = TRIANGULATION STATION DISK
 EH2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2830
 EH2830  HISTORY     - Date     Condition        Report By
 EH2830  HISTORY     - 1953     MONUMENTED       CGS
 EH2830  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EH2830
 EH2830                          STATION DESCRIPTION
 EH2830
 EH2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2830'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF MARIANNA AND 3
 EH2830'MILE SOUTHWEST OF BRICKEYS.  MARK IS LOCATED 150 FEET NORTH
 EH2830'OF WEST END OF DRAWBRIDGE OVER ST.FRANCIS RIVER, 96 FEET EAST
 EH2830'OF CENTER OF A DIRT ROAD AND 3 FEET NORTHWEST OF A WITNESS
 EH2830'POST.  IT IS STAMPED SOUDAN 1953 AND PROJECTS 4 INCHES.
 EH2830'
 EH2830'R.M.NO.1 IS 48 FEET NORTH OF HIGHWAY 79, 27 FEET EAST OF CENTER
 EH2830'OF A GRADED ROAD AND 4 FEET NORTH OF A POWERLINE BRACE POLE.
 EH2830'IT IS STAMPED SOUDAN NO 1 1953 AND PROJECTS 3 INCHES.
 EH2830'
 EH2830'R.M.NO.2 IS 87 FEET SOUTHWEST OF A DOUBLE HIGHLINE POLE ON THE
 EH2830'WEST BANK OF THE RIVER, 30 FEET EAST OF THE CENTER OF A GRADED
 EH2830'DIRT ROAD.  MARK IS STAMPED SOUDAN NO 2 1953 AND PROJECTS 3
 EH2830'INCHES.
 EH2830'
 EH2830'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE AT THE WEST
 EH2830'END OF A BRIDGE ABUTMENT.  IT IS 15 FEET SOUTH OF CENTER OF U.S.
 EH2830'HIGHWAY NO. 79, STAMPED SOUDAN 1953.
 EH2830'
 EH2830'TO REACH FROM THE POST OFFICE IN BRICKEYS, GO SOUTHWEST ON
 EH2830'U.S.HIGHWAY 79 FOR 2.7 MILES TO A SIDEROAD RIGHT JUST AFTER
 EH2830'CROSSING A DRAWBRIDGE OVER THE ST.FRANCIS RIVER, TURN RIGHT
 EH2830'AND GO 0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 EH2830'
 EH2830'TO REACH THE AZIMUTH MARK, CONTINUE SOUTHWEST ON HIGHWAY FOR
 EH2830'0.3 MILES TO MARK ON THE LEFT AS DESCRIBED.
 EH2830'
 EH2830'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH2830
 EH2830                          STATION RECOVERY (1989)
 EH2830
 EH2830'RECOVERY NOTE BY US POWER SQUADRON 1989 (CW)
 EH2830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2969 ***********************************************************************
 EH2969  DESIGNATION -  SOUTH BEND
 EH2969  PID         -  EH2969
 EH2969  STATE/COUNTY-  AR/LINCOLN
 EH2969  USGS QUAD   -  GILLETT (1972)
 EH2969
 EH2969                         *CURRENT SURVEY CONTROL
 EH2969  ___________________________________________________________________
 EH2969* NAD 83(1997)-  34 03 12.56376(N)    091 27 57.46708(W)     ADJUSTED  
 EH2969* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 EH2969  ___________________________________________________________________
 EH2969  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EH2969  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 EH2969
 EH2969  HORZ ORDER  -  FIRST
 EH2969
 EH2969.The horizontal coordinates were established by classical geodetic methods
 EH2969.and adjusted by the National Geodetic Survey in September 1999..
 EH2969
 EH2969.The orthometric height was scaled from a topographic map.
 EH2969
 EH2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2969
 EH2969.The geoid height was determined by GEOID03.
 EH2969
 EH2969;                    North         East     Units Scale Factor Converg.
 EH2969;SPC AR S     -   553,944.161   449,301.700   MT  0.99991852   +0 17 56.0
 EH2969;SPC AR S     - 1,817,398.47  1,474,083.99   sFT  0.99991852   +0 17 56.0
 EH2969;UTM  15      - 3,769,148.354   641,582.487   MT  0.99984711   +0 51 32.9
 EH2969
 EH2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2969!SPC AR S     -   0.99999596  x   0.99991852  =   0.99991448
 EH2969!UTM  15      -   0.99999596  x   0.99984711  =   0.99984307
 EH2969
 EH2969|---------------------------------------------------------------------|
 EH2969| PID    Reference Object                     Distance      Geod. Az  |
 EH2969|                                                           dddmmss.s |
 EH2969| CY6500 SOUTH BEND RM 1                      48.999 METERS 01541     |
 EH2969| CY6499 SOUTH BEND AZ MK                                   2644024.5 |
 EH2969| CY6501 SOUTH BEND RM 2                      54.668 METERS 28425     |
 EH2969|---------------------------------------------------------------------|
 EH2969
 EH2969                          SUPERSEDED SURVEY CONTROL
 EH2969
 EH2969  NAD 83(1986)-  34 03 12.57168(N)    091 27 57.46135(W) AD(       ) 1
 EH2969  NAD 27      -  34 03 12.21180(N)    091 27 57.02200(W) AD(       ) 1
 EH2969
 EH2969.Superseded values are not recommended for survey control.
 EH2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2969.See file dsdata.txt to determine how the superseded data were derived.
 EH2969
 EH2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4158269148(NAD 83)
 EH2969_MARKER: DS = TRIANGULATION STATION DISK
 EH2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2969
 EH2969  HISTORY     - Date     Condition        Report By
 EH2969  HISTORY     - 1940     MONUMENTED       CGS
 EH2969
 EH2969                          STATION DESCRIPTION
 EH2969
 EH2969'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH2969'STATION IS ABOUT 7-1/2 MILES AIR LINE NE OF GOULD AND 7-1/2
 EH2969'MILES AIR LINE SW OF GILLETT.
 EH2969'
 EH2969'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH2969'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH2969'
 EH2969'THE STATION MARK IS 100 FEET S OF ROAD WHICH RUNS ALONG
 EH2969'THE S SIDE OF LEVEE AND IS IN THE E AND W FENCE LINE, STAMPED
 EH2969'SOUTH BEND 1940.
 EH2969'
 EH2969'REFERENCE MARK NO.1 IS 12 FEET N OF LEVEE ROAD, ABOUT 2
 EH2969'FEET HIGHER THAN STATION MARK AND STAMPED SOUTH BEND NO.1.
 EH2969'
 EH2969'REFERENCE MARK NO.2 IS 15 FEET N OF LEVEE ROAD, ABOUT 2
 EH2969'FEET HIGHER THAN STATION MARK, STAMPED SOUTH BEND NO.2.
 EH2969'
 EH2969'THE AZIMUTH MARK IS 1/4 MILE W OF STATION, 74 FEET SW OF
 EH2969'LEVEE ROAD AND 2 FEET NE OF FENCE LINE, STAMPED SOUTH BEND
 EH2969'1940.
 EH2969'
 EH2969'REACHED FROM GOULD BY FOLLOWING STATE HIGHWAY 114 FROM THE
 EH2969'JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY 114 IN AN
 EH2969'ANGLING COURSE NE 6.8 MILES TO TURN, TURN LEFT (W) AND
 EH2969'GO 0.5 MILE, TURN SHARP RIGHT OVER CATTLE GUARD AND FOLLOW
 EH2969'DIRT ROAD EASTERLY ALONG BASE OF LEVEE 5.0 MILES TO GATE ON
 EH2969'RIGHT, CONTINUE E ON DIRT ROAD 0.55 MILE TO STATION ON RIGHT.
 EH2969'
 EH2969'A 126-FOOT TOWER WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2968 ***********************************************************************
 EH2968  DESIGNATION -  SOUTH BEND 2
 EH2968  PID         -  EH2968
 EH2968  STATE/COUNTY-  AR/LINCOLN
 EH2968  USGS QUAD   -  GILLETT (1972)
 EH2968
 EH2968                         *CURRENT SURVEY CONTROL
 EH2968  ___________________________________________________________________
 EH2968* NAD 83(1997)-  34 03 15.66839(N)    091 27 48.36688(W)     ADJUSTED  
 EH2968* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 EH2968  ___________________________________________________________________
 EH2968  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 EH2968  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 EH2968
 EH2968  HORZ ORDER  -  SECOND
 EH2968
 EH2968.The horizontal coordinates were established by classical geodetic methods
 EH2968.and adjusted by the National Geodetic Survey in September 1999..
 EH2968
 EH2968.The orthometric height was scaled from a topographic map.
 EH2968
 EH2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2968
 EH2968.The geoid height was determined by GEOID03.
 EH2968
 EH2968;                    North         East     Units Scale Factor Converg.
 EH2968;SPC AR S     -   554,041.032   449,534.563   MT  0.99991853   +0 18 01.1
 EH2968;SPC AR S     - 1,817,716.29  1,474,847.98   sFT  0.99991853   +0 18 01.1
 EH2968;UTM  15      - 3,769,247.490   641,814.375   MT  0.99984792   +0 51 38.1
 EH2968
 EH2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2968!SPC AR S     -   0.99999596  x   0.99991853  =   0.99991449
 EH2968!UTM  15      -   0.99999596  x   0.99984792  =   0.99984388
 EH2968
 EH2968|---------------------------------------------------------------------|
 EH2968| PID    Reference Object                     Distance      Geod. Az  |
 EH2968|                                                           dddmmss.s |
 EH2968| CY6503 SOUTH BEND 2 RM 3                    46.613 METERS 13654     |
 EH2968| CY6502 SOUTH BEND 2 AZ MK                                 1611914.9 |
 EH2968| CY6504 SOUTH BEND 2 RM 4                    34.205 METERS 26430     |
 EH2968|---------------------------------------------------------------------|
 EH2968
 EH2968                          SUPERSEDED SURVEY CONTROL
 EH2968
 EH2968  NAD 83(1986)-  34 03 15.67635(N)    091 27 48.36134(W) AD(       ) 2
 EH2968  NAD 27      -  34 03 15.31513(N)    091 27 47.92227(W) AD(       ) 2
 EH2968
 EH2968.Superseded values are not recommended for survey control.
 EH2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2968.See file dsdata.txt to determine how the superseded data were derived.
 EH2968
 EH2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4181469247(NAD 83)
 EH2968_MARKER: DS = TRIANGULATION STATION DISK
 EH2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2968_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2968
 EH2968  HISTORY     - Date     Condition        Report By
 EH2968  HISTORY     - 1965     MONUMENTED       CGS
 EH2968
 EH2968                          STATION DESCRIPTION
 EH2968
 EH2968'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2968'THE STATION IS LOCATED IN THE CENTER OF A SPUR LEVEE AND ON
 EH2968'THE NORTH EDGE OF THE MAIN LEVEE JUST PAST A TURN ABOUT
 EH2968'7 MILES NORTHWEST OF THE PENDLETON FERRY CROSSING, 7 MILES
 EH2968'SOUTHEAST OF GILLETT AND 1-1/2 MILES WEST OF THE ARKANSAS
 EH2968'RIVER.
 EH2968'
 EH2968'TO REACH THE STATION FROM THE SOUTH SIDE OF THE ARKANSAS
 EH2968'RIVER AT THE PENDLETON FERRY CROSSING AND STATE HIGHWAY
 EH2968'1, GO SOUTH AND WEST ON STATE HIGHWAY 1 FOR 1.1 MILES TO A
 EH2968'FORK.  TAKE THE RIGHT FORK, GO WEST AND NORTHERLY ON THE
 EH2968'MAIN LEVEE ROAD FOR 7.85 MILES TO THE AZIMUTH MARK ON THE
 EH2968'EAST SIDE OF THE ROAD AND MILE POST 481140 ON THE LEFT.
 EH2968'CONTINUE NORTHERLY ON THE LEVEE ROAD FOR 0.45 MILE TO THE
 EH2968'STATION AS DESCRIBED.
 EH2968'
 EH2968'THE STATION MARK IS A STANDARD DISK STAMPED SOUTH BEND 2
 EH2968'1965, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 EH2968'IS 12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 EH2968'SURFACE.  IT IS 25 FEET NORTH OF THE CENTER OF THE MAIN
 EH2968'LEVEE ROAD AND 12.5 FEET WEST-NORTHWEST OF A METAL WITNESS
 EH2968'POST WITH A SIGN ATTACHED.  THE UNDERGROUND MARK IS A STANDARD
 EH2968'DISK STAMPED SOUTH BEND 2 1965, SET IN THE TOP OF AN IRREGULAR
 EH2968'MASS OF CONCRETE 45 INCHES BELOW THE GROUND SURFACE.
 EH2968'
 EH2968'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SOUTH BEND
 EH2968'2 NO 3 1965, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 EH2968'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE
 EH2968'THE GROUND SURFACE.  IT IS 25.5 FEET NORTHEAST OF THE CENTER
 EH2968'OF THE LEVEE ROAD, 29 FEET SOUTH OF THE CENTER OF A GRAVELED
 EH2968'ROAD LEADING TO THE EAST OFF THE LEVEE, 1.6 FEET NORTHEAST
 EH2968'OF A METAL WITNESS POST WITH A SIGN ATTACHED AND IN THE
 EH2968'CENTER OF A SPUR LEVEE LEADING EAST FROM THE MAIN LEVEE.
 EH2968'
 EH2968'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED SOUTH BEND
 EH2968'2 NO 4 1965, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 EH2968'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE
 EH2968'GROUND SURFACE.  IT IS 101 FEET WEST-SOUTHWEST OF A METAL
 EH2968'WITNESS POST WITH A SIGN ATTACHED, 10 FEET SOUTH OF THE
 EH2968'CENTER OF THE LEVEE ROAD AND ON THE EDGE OF THE LEVEE WHERE
 EH2968'IN STARTS TO DROP SHARPLY TO THE SOUTH.
 EH2968'
 EH2968'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SOUTH BEND 2
 EH2968'1965, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 EH2968'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 EH2968'GROUND SURFACE.  IT IS 31 FEET EAST OF MILE POST 481140,
 EH2968'19 FEET EAST OF THE CENTER OF THE LEVEE ROAD AND 1.4 FEET
 EH2968'NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 EH2968'
 EH2968'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0667 ***********************************************************************
 GG0667  DESIGNATION -  SOUTH WEST MISSOURI
 GG0667  PID         -  GG0667
 GG0667  STATE/COUNTY-  AR/BENTON
 GG0667  USGS QUAD   -  COLCORD NE (1971)
 GG0667
 GG0667                         *CURRENT SURVEY CONTROL
 GG0667  ___________________________________________________________________
 GG0667* NAD 83(1997)-  36 29 57.96243(N)    094 36 55.76289(W)     ADJUSTED  
 GG0667* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 GG0667  ___________________________________________________________________
 GG0667  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 GG0667  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GG0667
 GG0667  HORZ ORDER  -  SECOND
 GG0667
 GG0667.The horizontal coordinates were established by classical geodetic methods
 GG0667.and adjusted by the National Geodetic Survey in September 1999..
 GG0667
 GG0667.The orthometric height was scaled from a topographic map.
 GG0667
 GG0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0667
 GG0667.The geoid height was determined by GEOID03.
 GG0667
 GG0667;                    North         East     Units Scale Factor Converg.
 GG0667;SPC AR N     -   243,437.183   165,686.385   MT  1.00006345   -1 31 19.0
 GG0667;SPC AR N     -   798,676.82    543,589.41   sFT  1.00006345   -1 31 19.0
 GG0667;SPC MO W     -    36,929.621   839,653.683   MT  0.99994249   -0 04 07.3
 GG0667;SPC OK N     -   171,653.334   903,151.322   MT  0.99996215   +1 59 50.5
 GG0667;SPC OK N     -   563,165.98  2,963,088.96   sFT  0.99996215   +1 59 50.5
 GG0667;UTM  15      - 4,040,558.732   355,317.684   MT  0.99985791   -0 57 39.9
 GG0667
 GG0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0667!SPC AR N     -   0.99995049  x   1.00006345  =   1.00001394
 GG0667!SPC MO W     -   0.99995049  x   0.99994249  =   0.99989298
 GG0667!SPC OK N     -   0.99995049  x   0.99996215  =   0.99991264
 GG0667!UTM  15      -   0.99995049  x   0.99985791  =   0.99980841
 GG0667
 GG0667:                Primary Azimuth Mark                     Grid Az
 GG0667:SPC AR N     -  LEIBE                                    047 27 50.1
 GG0667:SPC MO W     -  LEIBE                                    046 00 38.4
 GG0667:SPC OK N     -  LEIBE                                    043 56 40.6
 GG0667:UTM  15      -  LEIBE                                    046 54 11.0
 GG0667
 GG0667|---------------------------------------------------------------------|
 GG0667| PID    Reference Object                     Distance      Geod. Az  |
 GG0667|                                                           dddmmss.s |
 GG0667| GG0557 LEIBE                               APPROX.17.8 KM 0455631.1 |
 GG0667| CI3232 SOUTH WEST MISSOURI RM 1             24.783 METERS 14722     |
 GG0667| CI3233 SOUTH WEST MISSOURI RM 2             31.529 METERS 22340     |
 GG0667| CI3231 SOUTH WEST MISSOURI AZ MK                          2631359.5 |
 GG0667| GG0666 BOUNDARY MON AR MO OK               212.050 METERS 27143     |
 GG0667| GG0710 AMARILLO ST LOUIS AWY BCN 41        APPROX.22.9 KM 3385923.5 |
 GG0667|---------------------------------------------------------------------|
 GG0667
 GG0667                          SUPERSEDED SURVEY CONTROL
 GG0667
 GG0667  NAD 83(1997)-  36 29 57.97479(N)    094 36 55.76784(W) AD(       ) 2
 GG0667  NAD 83(1997)-  36 29 57.97489(N)    094 36 55.76784(W) AD(       ) 2
 GG0667  NAD 83(1986)-  36 29 57.97650(N)    094 36 55.76975(W) AD(       ) 2
 GG0667  NAD 27      -  36 29 57.71300(N)    094 36 54.98100(W) AD(       ) 2
 GG0667
 GG0667.Superseded values are not recommended for survey control.
 GG0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0667.See file dsdata.txt to determine how the superseded data were derived.
 GG0667
 GG0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5531840559(NAD 83)
 GG0667_MARKER: DS = TRIANGULATION STATION DISK
 GG0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0667
 GG0667  HISTORY     - Date     Condition        Report By
 GG0667  HISTORY     - 1935     MONUMENTED       CGS
 GG0667  HISTORY     - 1955     GOOD             CGS
 GG0667
 GG0667                          STATION DESCRIPTION
 GG0667
 GG0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0667'THIS STATION IS ABOUT 10 MILES SW OF NOEL, MISSOURI, AND 212.049
 GG0667'METERS E AND SLIGHTLY N OF THE MISSOURI, ARKANSAS, OKLAHOMA
 GG0667'BOUNDARY CORNER.  IT IS ON TOP OF A RIDGE, ABOUT 700 FEET W OF
 GG0667'STATE HIGHWAY 90, ON LAND OCCUPIED BY J.W. LEONARD AND 100 FEET
 GG0667'ESE OF THE HEAD OF A WASH RUNNING W.  IT PROJECTS 8 INCHES.
 GG0667'
 GG0667'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GG0667'BRONZE DISKS SET IN CONCRETE.
 GG0667'
 GG0667'REFERENCE MARK NO. 1 IS SE OF THE STATION, AND 100 FEET N OF
 GG0667'THE W END (HEAD) OF A WASH RUNNING E.  IT PROJECTS 6 INCHES.
 GG0667'
 GG0667'REFERENCE MARK NO. 2 IS SW OF THE STATION.  IT PROJECTS 8 INCHES.
 GG0667'
 GG0667'AZIMUTH MARK IS WSW OF THE STATION, 70 FEET W OF CENTER LINE OF
 GG0667'STATE HIGHWAY 90, 18 FEET NW OF SMALL BRIDGE LEADING OFF OF
 GG0667'HIGHWAY, 100 FEET S OF MISSOURI LINE, AND PROJECTS 4 INCHES.
 GG0667'
 GG0667'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY
 GG0667'90 AT NOEL, MISSOURI, GO S AND W ON HIGHWAY 90, 10.1 MILES TO
 GG0667'THE ARKANSAS STATE LINE, AND STATION ON LEFT.
 GG0667'
 GG0667'A LIGHT 74 FEET ABOVE LEIBE IS VISIBLE 50 FEET FROM GROUND.
 GG0667'
 GG0667'A LIGHT 100 FEET ABOVE WILLS IS VISIBLE 45 FEET FROM GROUND.
 GG0667
 GG0667                          STATION RECOVERY (1955)
 GG0667
 GG0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RKD)
 GG0667'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GG0667'CONDITION AS DESCRIBED.  AZIMUTH MARK RECOVERED IN GOOD
 GG0667'CONDITION.
 GG0667'
 GG0667'DESCRIPTION ON HOW TO REACH STATES STATION IS 700 FT. W OF
 GG0667'STATE HIGHWAY 90, BUT THIS SHOULD READ 700 FT. E OF STATE HIGHWAY
 GG0667'90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9690 ***********************************************************************
 DE9690  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9690  DESIGNATION -  SP 10 2000
 DE9690  PID         -  DE9690
 DE9690  STATE/COUNTY-  AR/MISSISSIPPI
 DE9690  USGS QUAD   -  CHIC (1983)
 DE9690
 DE9690                         *CURRENT SURVEY CONTROL
 DE9690  ___________________________________________________________________
 DE9690* NAD 83(1997)-  35 55 11.96349(N)    089 43 13.83079(W)     ADJUSTED  
 DE9690* NAVD 88     -        84.11   (meters)     276.0    (feet)  GPS OBS   
 DE9690  ___________________________________________________________________
 DE9690  X           -      25,225.531 (meters)                     COMP
 DE9690  Y           -  -5,171,195.891 (meters)                     COMP
 DE9690  Z           -   3,721,038.660 (meters)                     COMP
 DE9690  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DE9690  ELLIP HEIGHT-          56.09  (meters)          (01/24/03) GPS OBS
 DE9690  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DE9690
 DE9690  HORZ ORDER  -  FIRST
 DE9690  ELLP ORDER  -  SECOND    CLASS II
 DE9690
 DE9690.The horizontal coordinates were established by GPS observations
 DE9690.and adjusted by the National Geodetic Survey in January 2003..
 DE9690
 DE9690.The orthometric height was determined by GPS observations and a
 DE9690.high-resolution geoid model using precise GPS observation and
 DE9690.processing techniques.
 DE9690
 DE9690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9690
 DE9690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9690
 DE9690.The ellipsoidal height was determined by GPS observations
 DE9690.and is referenced to NAD 83.
 DE9690
 DE9690.The geoid height was determined by GEOID03.
 DE9690
 DE9690;                    North         East     Units Scale Factor Converg.
 DE9690;SPC AR N     -   178,409.404   605,706.727   MT  0.99995305   +1 19 35.2
 DE9690;SPC AR N     -   585,331.52  1,987,222.82   sFT  0.99995305   +1 19 35.2
 DE9690;UTM  16      - 3,978,494.547   254,530.606   MT  1.00034253   -1 35 48.5
 DE9690
 DE9690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9690!SPC AR N     -   0.99999120  x   0.99995305  =   0.99994425
 DE9690!UTM  16      -   0.99999120  x   1.00034253  =   1.00033372
 DE9690
 DE9690:                Primary Azimuth Mark                     Grid Az
 DE9690:SPC AR N     -  M 213                                    057 02 46.9
 DE9690:UTM  16      -  M 213                                    059 58 10.6
 DE9690
 DE9690|---------------------------------------------------------------------|
 DE9690| PID    Reference Object                     Distance      Geod. Az  |
 DE9690|                                                           dddmmss.s |
 DE9690| FE1902 M 213                               408.458 METERS 0582222.1 |
 DE9690|---------------------------------------------------------------------|
 DE9690
 DE9690                          SUPERSEDED SURVEY CONTROL
 DE9690
 DE9690.No superseded survey control is available for this station.
 DE9690
 DE9690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5453178495(NAD 83)
 DE9690_MARKER: Z = SEE DESCRIPTION
 DE9690_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9690_STAMPING: SP-10-2000
 DE9690_MARK LOGO: USACE 
 DE9690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9690+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 DE9690
 DE9690  HISTORY     - Date     Condition        Report By
 DE9690  HISTORY     - 2000     MONUMENTED       USACE
 DE9690  HISTORY     - 20011010 GOOD             3001
 DE9690
 DE9690                          STATION DESCRIPTION
 DE9690
 DE9690'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9690'THE STATION IS LOCATED IN MISSISSIPPI COUNTY, ARK, 4.3 MILES EAST OF
 DE9690'ARMOREL, 3.8 MILES
 DE9690'SOUTH OF THE INTERSECTION OF HWY 150 AND HWY 137, AND 2.26 MILES FROM
 DE9690'THE INTERSECTION
 DE9690'OF HWY 137 AND COUNTY ROAD 1052.
 DE9690' 
 DE9690'TO REACH THE STATION FROM THE INTERSECTION OF HWY 137 AND MISSISSIPPI
 DE9690'COUNTY ROAD 1052,
 DE9690'IN HICKMAN, AR, GO SOUTH ALONG CR 1052 FOR 1.7 MILES TO THE
 DE9690'INTERSECTION OF COUNTY ROAD
 DE9690'236.  TURN LEFT AND PROCEED 0.65 MILES ON CR 236 TO THE TOP OF THE
 DE9690'LEVEE AND THE MARK IS
 DE9690'ON THE RIGHT.
 DE9690' 
 DE9690'THE STATION IS 17.5 FEET EAST OF A LOCKED GATE ON THE LEVEE, 36.0 FEET
 DE9690'WEST OF THE
 DE9690'CENTERLINE OF LEVEE, AND THE CENTERLINE OF THE LEVEE RAMP, 3.0 FEET
 DE9690'NORTH OF A FENCE, AND
 DE9690'2.5 FEET NORTH OF A CARSONITE WITNESS POST.  THE MARK IS AN ALUMINUM
 DE9690'MEMPHIS C.O.E. CAP
 DE9690'STAMPED SP-10-2000, SET FLUSH WITH THE GROUND.
 DE9690'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9689 ***********************************************************************
 DE9689  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9689  DESIGNATION -  SP 11 2000
 DE9689  PID         -  DE9689
 DE9689  STATE/COUNTY-  AR/MISSISSIPPI
 DE9689  USGS QUAD   -  ROSA (1983)
 DE9689
 DE9689                         *CURRENT SURVEY CONTROL
 DE9689  ___________________________________________________________________
 DE9689* NAD 83(1997)-  35 47 49.68348(N)    089 49 19.76926(W)     ADJUSTED  
 DE9689* NAVD 88     -        82.97   (meters)     272.2    (feet)  GPS OBS   
 DE9689  ___________________________________________________________________
 DE9689  X           -      16,075.959 (meters)                     COMP
 DE9689  Y           -  -5,179,217.041 (meters)                     COMP
 DE9689  Z           -   3,709,990.108 (meters)                     COMP
 DE9689  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DE9689  ELLIP HEIGHT-          55.22  (meters)          (01/24/03) GPS OBS
 DE9689  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DE9689
 DE9689  HORZ ORDER  -  FIRST
 DE9689  ELLP ORDER  -  SECOND    CLASS II
 DE9689
 DE9689.The horizontal coordinates were established by GPS observations
 DE9689.and adjusted by the National Geodetic Survey in January 2003..
 DE9689
 DE9689.The orthometric height was determined by GPS observations and a
 DE9689.high-resolution geoid model using precise GPS observation and
 DE9689.processing techniques.
 DE9689
 DE9689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9689
 DE9689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9689
 DE9689.The ellipsoidal height was determined by GPS observations
 DE9689.and is referenced to NAD 83.
 DE9689
 DE9689.The geoid height was determined by GEOID03.
 DE9689
 DE9689;                    North         East     Units Scale Factor Converg.
 DE9689;SPC AR N     -   164,574.216   596,836.626   MT  0.99994281   +1 16 02.2
 DE9689;SPC AR N     -   539,940.57  1,958,121.50   sFT  0.99994281   +1 16 02.2
 DE9689;UTM  16      - 3,965,123.691   244,962.922   MT  1.00040157   -1 39 05.8
 DE9689
 DE9689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9689!SPC AR N     -   0.99999133  x   0.99994281  =   0.99993414
 DE9689!UTM  16      -   0.99999133  x   1.00040157  =   1.00039290
 DE9689
 DE9689                          SUPERSEDED SURVEY CONTROL
 DE9689
 DE9689.No superseded survey control is available for this station.
 DE9689
 DE9689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4496365124(NAD 83)
 DE9689_MARKER: Z = SEE DESCRIPTION
 DE9689_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9689_STAMPING: SP-11-2000
 DE9689_MARK LOGO: USACE 
 DE9689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9689+STABILITY: SURFACE MOTION
 DE9689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9689+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 DE9689
 DE9689  HISTORY     - Date     Condition        Report By
 DE9689  HISTORY     - 2000     MONUMENTED       USACE
 DE9689  HISTORY     - 20011010 GOOD             3001
 DE9689  HISTORY     - 20050509 GOOD             USACE
 DE9689
 DE9689                          STATION DESCRIPTION
 DE9689
 DE9689'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9689'THE STATION IS LOCATED WEST OF ODONNELL BEND AND EAST OF HILLCREST ON
 DE9689'HWY 120.
 DE9689' 
 DE9689'TO REACH THE STATION FROM THE INTERSECTION OF HWY 61 AND HWY 120 GO
 DE9689'EAST ALONG HWY
 DE9689'120 FOR 6.9 MILES TO TOP OF LEVEE.  MARK IS ON THE RIGHT.
 DE9689' 
 DE9689'THE STATION IS LOCATED 39 FEET SOUTH OF CENTERLINE OF HWY 120 AND
 DE9689'CENTERLINE OF LEVEE.
 DE9689'18 FEET NORTHWEST OF A LOCKED GATE ACROSS LEVEE AND 2 FEET WEST OF
 DE9689'FENCE.  A MEMPHIS
 DE9689'DISTRICT C.O.E. ALUMINUM CAP, STAMPED SP-11-2000.  STATION IS FLUSH
 DE9689'WITH GROUND.
 DE9689'
 DE9689
 DE9689                          STATION RECOVERY (2005)
 DE9689
 DE9689'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 DE9689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9692 ***********************************************************************
 DE9692  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9692  DESIGNATION -  SP 12 2000
 DE9692  PID         -  DE9692
 DE9692  STATE/COUNTY-  AR/MISSISSIPPI
 DE9692  USGS QUAD   -  OSCEOLA (1983)
 DE9692
 DE9692                         *CURRENT SURVEY CONTROL
 DE9692  ___________________________________________________________________
 DE9692* NAD 83(1997)-  35 39 13.73818(N)    089 56 02.73659(W)     ADJUSTED  
 DE9692* NAVD 88     -        81.68   (meters)     268.0    (feet)  GPS OBS   
 DE9692  ___________________________________________________________________
 DE9692  X           -       5,968.285 (meters)                     COMP
 DE9692  Y           -  -5,188,522.753 (meters)                     COMP
 DE9692  Z           -   3,697,079.946 (meters)                     COMP
 DE9692  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DE9692  ELLIP HEIGHT-          54.08  (meters)          (01/24/03) GPS OBS
 DE9692  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DE9692
 DE9692  HORZ ORDER  -  FIRST
 DE9692  ELLP ORDER  -  SECOND    CLASS II
 DE9692
 DE9692.The horizontal coordinates were established by GPS observations
 DE9692.and adjusted by the National Geodetic Survey in January 2003..
 DE9692
 DE9692.The orthometric height was determined by GPS observations and a
 DE9692.high-resolution geoid model using precise GPS observation and
 DE9692.processing techniques.
 DE9692
 DE9692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9692
 DE9692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9692
 DE9692.The ellipsoidal height was determined by GPS observations
 DE9692.and is referenced to NAD 83.
 DE9692
 DE9692.The geoid height was determined by GEOID03.
 DE9692
 DE9692;                    North         East     Units Scale Factor Converg.
 DE9692;SPC AR N     -   148,458.954   587,054.860   MT  0.99993667   +1 12 07.7
 DE9692;SPC AR N     -   487,069.08  1,926,029.15   sFT  0.99993667   +1 12 07.7
 DE9692;UTM  16      - 3,949,519.208   234,368.704   MT  1.00046959   -1 42 40.5
 DE9692;UTM  15      - 3,949,883.859   777,568.277   MT  1.00054951   +1 47 17.6
 DE9692
 DE9692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9692!SPC AR N     -   0.99999151  x   0.99993667  =   0.99992818
 DE9692!UTM  16      -   0.99999151  x   1.00046959  =   1.00046110
 DE9692!UTM  15      -   0.99999151  x   1.00054951  =   1.00054102
 DE9692
 DE9692                          SUPERSEDED SURVEY CONTROL
 DE9692
 DE9692.No superseded survey control is available for this station.
 DE9692
 DE9692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3436949519(NAD 83)
 DE9692_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9692_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9692_STAMPING: SP-12-2000
 DE9692_MARK LOGO: USACE 
 DE9692_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9692+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 DE9692
 DE9692  HISTORY     - Date     Condition        Report By
 DE9692  HISTORY     - 2000     MONUMENTED       USACE
 DE9692  HISTORY     - 20011012 GOOD             3001
 DE9692  HISTORY     - 20030721 GOOD             EMCINC
 DE9692  HISTORY     - 20060625 GOOD             AHI
 DE9692
 DE9692                          STATION DESCRIPTION
 DE9692
 DE9692'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9692'THE STATION IS LOCATED IN MISSISSIPPI COUNTY, ARKANSAS, NEAR THE
 DE9692'COMMUNITY OF SAN SOUCI.
 DE9692'8.6 MILES NORTHEAST OF WILSON, ARKANSAS.  4.2 MILES SOUTHEAST OF
 DE9692'OSCEOLA, ARK.  17.3 MILES
 DE9692'NORTHWEST OF COVINGTON, TN.
 DE9692' 
 DE9692'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 61 AND ARK. HWY
 DE9692'198, 3.8 MILES
 DE9692'SOUTH OF OSCEOLA, AR, PROCEED EAST ALONG HWY 198 FOR 2.9 MILES TO THE
 DE9692'INTERSECTION OF
 DE9692'THE MISSISSIPPI RIVER LEVEE AND THE MARK IS ON THE RIGHT.
 DE9692' 
 DE9692'THE STATION IS 107 FEET SOUTHEAST OF THE CENTERLINE OF HWY 198.  18.4
 DE9692'FEET NORTHWEST OF
 DE9692'THE CENTERLINE OF LEVEE AND THE CENTERLINE OF THE METAL GATE.  10 FEET
 DE9692'SOUTHEAST OF A
 DE9692'CONCRETE STAND PIPE.  3 FEET NORTH OF A FENCELINE AND CARSONITE
 DE9692'WITNESS POST.  A MEMPHIS
 DE9692'DISTRICT C.O.E. ALUMINUM CAP, STAMPED SP-12-2000.  FLUSH WITH THE
 DE9692'GROUND.
 DE9692'
 DE9692
 DE9692                          STATION RECOVERY (2003)
 DE9692
 DE9692'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DE9692'RECOVERED AS DESCRIBED.
 DE9692
 DE9692                          STATION RECOVERY (2006)
 DE9692
 DE9692'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2006 (CCM)
 DE9692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9691 ***********************************************************************
 DE9691  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9691  DESIGNATION -  SP 12A 2000
 DE9691  PID         -  DE9691
 DE9691  STATE/COUNTY-  AR/MISSISSIPPI
 DE9691  USGS QUAD   -  NODENA (1983)
 DE9691
 DE9691                         *CURRENT SURVEY CONTROL
 DE9691  ___________________________________________________________________
 DE9691* NAD 83(1997)-  35 34 59.63190(N)    089 57 33.92932(W)     ADJUSTED  
 DE9691* NAVD 88     -        79.96   (meters)     262.3    (feet)  GPS OBS   
 DE9691  ___________________________________________________________________
 DE9691  X           -       3,677.591 (meters)                     COMP
 DE9691  Y           -  -5,193,084.556 (meters)                     COMP
 DE9691  Z           -   3,690,712.559 (meters)                     COMP
 DE9691  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DE9691  ELLIP HEIGHT-          52.42  (meters)          (01/24/03) GPS OBS
 DE9691  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DE9691
 DE9691  HORZ ORDER  -  FIRST
 DE9691  ELLP ORDER  -  SECOND    CLASS II
 DE9691
 DE9691.The horizontal coordinates were established by GPS observations
 DE9691.and adjusted by the National Geodetic Survey in January 2003..
 DE9691
 DE9691.The orthometric height was determined by GPS observations and a
 DE9691.high-resolution geoid model using precise GPS observation and
 DE9691.processing techniques.
 DE9691
 DE9691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9691
 DE9691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9691
 DE9691.The ellipsoidal height was determined by GPS observations
 DE9691.and is referenced to NAD 83.
 DE9691
 DE9691.The geoid height was determined by GEOID03.
 DE9691
 DE9691;                    North         East     Units Scale Factor Converg.
 DE9691;SPC AR N     -   140,581.756   584,923.879   MT  0.99993594   +1 11 14.7
 DE9691;SPC AR N     -   461,225.31  1,919,037.76   sFT  0.99993594   +1 11 14.7
 DE9691;UTM  16      - 3,941,756.234   231,838.935   MT  1.00048625   -1 43 23.1
 DE9691;UTM  15      - 3,941,980.542   775,516.524   MT  1.00053554   +1 46 13.4
 DE9691
 DE9691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9691!SPC AR N     -   0.99999177  x   0.99993594  =   0.99992771
 DE9691!UTM  16      -   0.99999177  x   1.00048625  =   1.00047802
 DE9691!UTM  15      -   0.99999177  x   1.00053554  =   1.00052731
 DE9691
 DE9691|---------------------------------------------------------------------|
 DE9691| PID    Reference Object                     Distance      Geod. Az  |
 DE9691|                                                           dddmmss.s |
 DE9691| FE1880 V 214                               306.700 METERS 34128     |
 DE9691|---------------------------------------------------------------------|
 DE9691
 DE9691                          SUPERSEDED SURVEY CONTROL
 DE9691
 DE9691.No superseded survey control is available for this station.
 DE9691
 DE9691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3183941756(NAD 83)
 DE9691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9691_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9691_STAMPING: SP-12A-2000
 DE9691_MARK LOGO: USACE 
 DE9691_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9691+STABILITY: SURFACE MOTION
 DE9691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9691+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DE9691
 DE9691  HISTORY     - Date     Condition        Report By
 DE9691  HISTORY     - 2000     MONUMENTED       USACE
 DE9691  HISTORY     - 20011012 GOOD             3001
 DE9691  HISTORY     - 20030721 GOOD             EMCINC
 DE9691  HISTORY     - 20060927 GOOD             JCLS
 DE9691
 DE9691                          STATION DESCRIPTION
 DE9691
 DE9691'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9691'THE STATION IS LOCATED 1.79 MILES NORTHEAST OF NODENA AND 3.65 MILES
 DE9691'SOUTHEAST OF
 DE9691'DRIVER, ON THE MISSISSIPPI RIVER LEVEE.
 DE9691' 
 DE9691'TO REACH THE STATION FROM THE INTERSECTION OF HWY 61 AND MISSISSIPPI
 DE9691'COUNTY ROAD E956,
 DE9691'1 MILE NORTH OF WILSON, ARKANSAS, PROCEED EAST ALONG E956 FOR 4.0
 DE9691'MILES TO ITS JUNCTION
 DE9691'WITH COUNTY ROAD E952.  TURN RIGHT AND PROCEED EAST ALONG E952 FOR 0.3
 DE9691'MILES TO THE TOP
 DE9691'OF THE LEVEE AND THE MARK IS ON THE RIGHT.
 DE9691' 
 DE9691'THE STATION IS LOCATED 64.5 FEET SOUTH OF CENTERLINE OF COUNTY ROAD
 DE9691'E952 AND CENTERLINE
 DE9691'OF LEVEE INTERSECTION, 12 FEET EAST OF CENTERLINE OF LEVEE AT LOCKED
 DE9691'GATE AND 5 FEET
 DE9691'NORTH OF A LEVEE POST AT GATE.  STATION IS A MEMPHIS DISTRICT COE
 DE9691'ALUMINUM CAP, STAMPED
 DE9691'SP-12A-2000, SET 0.3 FEET BELOW GROUND.
 DE9691' 
 DE9691'
 DE9691
 DE9691                          STATION RECOVERY (2003)
 DE9691
 DE9691'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DE9691'RECOVERED AS DESCRIBED.
 DE9691
 DE9691                          STATION RECOVERY (2006)
 DE9691
 DE9691'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DE9691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9693 ***********************************************************************
 DE9693  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9693  DESIGNATION -  SP 13 2000
 DE9693  PID         -  DE9693
 DE9693  STATE/COUNTY-  AR/MISSISSIPPI
 DE9693  USGS QUAD   -  PECAN POINT (1970)
 DE9693
 DE9693                         *CURRENT SURVEY CONTROL
 DE9693  ___________________________________________________________________
 DE9693* NAD 83(1997)-  35 29 35.76604(N)    090 03 31.55422(W)     ADJUSTED  
 DE9693* NAVD 88     -        77.67   (meters)     254.8    (feet)  GPS OBS   
 DE9693  ___________________________________________________________________
 DE9693  X           -      -5,332.204 (meters)                     COMP
 DE9693  Y           -  -5,198,882.947 (meters)                     COMP
 DE9693  Z           -   3,682,589.005 (meters)                     COMP
 DE9693  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 DE9693  ELLIP HEIGHT-          50.11  (meters)          (01/24/03) GPS OBS
 DE9693  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DE9693
 DE9693  HORZ ORDER  -  FIRST
 DE9693  ELLP ORDER  -  SECOND    CLASS II
 DE9693
 DE9693.The horizontal coordinates were established by GPS observations
 DE9693.and adjusted by the National Geodetic Survey in January 2003..
 DE9693
 DE9693.The orthometric height was determined by GPS observations and a
 DE9693.high-resolution geoid model using precise GPS observation and
 DE9693.processing techniques.
 DE9693
 DE9693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9693
 DE9693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9693
 DE9693.The ellipsoidal height was determined by GPS observations
 DE9693.and is referenced to NAD 83.
 DE9693
 DE9693.The geoid height was determined by GEOID03.
 DE9693
 DE9693;                    North         East     Units Scale Factor Converg.
 DE9693;SPC AR N     -   130,420.893   576,119.285   MT  0.99993719   +1 07 46.6
 DE9693;SPC AR N     -   427,889.21  1,890,151.35   sFT  0.99993719   +1 07 46.6
 DE9693;UTM  15      - 3,931,725.077   766,810.459   MT  1.00047736   +1 42 31.4
 DE9693;UTM  16      - 3,932,049.594   222,524.682   MT  1.00054891   -1 46 37.5
 DE9693
 DE9693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9693!SPC AR N     -   0.99999213  x   0.99993719  =   0.99992933
 DE9693!UTM  15      -   0.99999213  x   1.00047736  =   1.00046949
 DE9693!UTM  16      -   0.99999213  x   1.00054891  =   1.00054104
 DE9693
 DE9693                          SUPERSEDED SURVEY CONTROL
 DE9693
 DE9693.No superseded survey control is available for this station.
 DE9693
 DE9693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6681031725(NAD 83)
 DE9693_MARKER: DD = SURVEY DISK
 DE9693_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9693_STAMPING: SP-13-2000
 DE9693_MARK LOGO: USACE 
 DE9693_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9693+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 DE9693
 DE9693  HISTORY     - Date     Condition        Report By
 DE9693  HISTORY     - 2000     MONUMENTED       USACE
 DE9693  HISTORY     - 20011012 GOOD             3001
 DE9693  HISTORY     - 20030721 GOOD             EMCINC
 DE9693
 DE9693                          STATION DESCRIPTION
 DE9693
 DE9693'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9693'THE STATION IS LOCATED NEAR FRENCHMANS BAYOU, AR, ON SR 118, 4.8 MILES
 DE9693'EAST OF BASSETT,
 DE9693'AR, 5.08 MILES EAST OF JOINER, AR, 7.17 MILES EAST-NORTHEAST OF
 DE9693'FRENCHMANS BAYOU, AR.
 DE9693' 
 DE9693'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 61 AND HWY 118 IN
 DE9693'JOINER, AR,
 DE9693'PROCEED EAST ON HWY 118 FOR 6.5 MILES TO TOP OF LEVEE AND THE MARK IS
 DE9693'ON THE LEFT.
 DE9693' 
 DE9693'THE STATION IS A MEMPHIS DISTRICT C.O.E. ALUMINUM CAP, STAMPED
 DE9693'SP-13-2000, SET 0.4 FEET
 DE9693'BELOW GROUND.  74 FEET NORTHWEST OF HWY 118, 13.5 FEET SOUTHWEST OF
 DE9693'CENTERLINE OF
 DE9693'LEVEE, 3 FEET SOUTHWEST OF A 6X6 INCH CROSSTIE GATE POST, AND 1 FOOT
 DE9693'SOUTHEAST OF FENCE.
 DE9693' 
 DE9693'
 DE9693
 DE9693                          STATION RECOVERY (2003)
 DE9693
 DE9693'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DE9693'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9701 ***********************************************************************
 DE9701  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9701  DESIGNATION -  SP 14 2000
 DE9701  PID         -  DE9701
 DE9701  STATE/COUNTY-  AR/CRITTENDEN
 DE9701  USGS QUAD   -  JERICHO (1993)
 DE9701
 DE9701                         *CURRENT SURVEY CONTROL
 DE9701  ___________________________________________________________________
 DE9701* NAD 83(1997)-  35 22 27.39161(N)    090 10 13.38996(W)     ADJUSTED  
 DE9701* NAVD 88     -        76.68   (meters)     251.6    (feet)  GPS OBS   
 DE9701  ___________________________________________________________________
 DE9701  X           -     -15,483.175 (meters)                     COMP
 DE9701  Y           -  -5,206,516.031 (meters)                     COMP
 DE9701  Z           -   3,671,831.510 (meters)                     COMP
 DE9701  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DE9701  ELLIP HEIGHT-          49.19  (meters)          (01/24/03) GPS OBS
 DE9701  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DE9701
 DE9701  HORZ ORDER  -  FIRST
 DE9701  ELLP ORDER  -  SECOND    CLASS II
 DE9701
 DE9701.The horizontal coordinates were established by GPS observations
 DE9701.and adjusted by the National Geodetic Survey in January 2003..
 DE9701
 DE9701.The orthometric height was determined by GPS observations and a
 DE9701.high-resolution geoid model using precise GPS observation and
 DE9701.processing techniques.
 DE9701
 DE9701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9701
 DE9701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9701
 DE9701.The ellipsoidal height was determined by GPS observations
 DE9701.and is referenced to NAD 83.
 DE9701
 DE9701.The geoid height was determined by GEOID03.
 DE9701
 DE9701;                    North         East     Units Scale Factor Converg.
 DE9701;SPC AR N     -   117,027.968   566,238.912   MT  0.99994261   +1 03 52.7
 DE9701;SPC AR N     -   383,949.26  1,857,735.50   sFT  0.99994261   +1 03 52.7
 DE9701;UTM  15      - 3,918,226.553   757,060.455   MT  1.00041442   +1 38 20.4
 DE9701
 DE9701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9701!SPC AR N     -   0.99999228  x   0.99994261  =   0.99993489
 DE9701!UTM  15      -   0.99999228  x   1.00041442  =   1.00040670
 DE9701
 DE9701                          SUPERSEDED SURVEY CONTROL
 DE9701
 DE9701.No superseded survey control is available for this station.
 DE9701
 DE9701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5706018227(NAD 83)
 DE9701_MARKER: Z = SEE DESCRIPTION
 DE9701_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9701_STAMPING: SP-14-2000
 DE9701_MARK LOGO: USACE 
 DE9701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9701+STABILITY: SURFACE MOTION
 DE9701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9701+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 DE9701
 DE9701  HISTORY     - Date     Condition        Report By
 DE9701  HISTORY     - 2000     MONUMENTED       USACE
 DE9701  HISTORY     - 20011014 GOOD             3001
 DE9701
 DE9701                          STATION DESCRIPTION
 DE9701
 DE9701'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9701'THE STATION IS LOCATED 0.72 MILES SOUTHEAST FROM LAMBETHVILLE AND 9.63
 DE9701'MILES EAST OF
 DE9701'TURRELL.
 DE9701' 
 DE9701'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DOWNTOWN TURRELL,
 DE9701'PROCEED NORTH
 DE9701'ALONG HWY 42 FOR 0.45 MILES TO STACEY ROAD.  TURN RIGHT AND PROCEED
 DE9701'EAST FOR 4.0 MILES TO
 DE9701'A 90 DEGREE CURVE IN THE ROAD.  TURN LEFT ON TO GRAVEL ROAD AND GO 0.7
 DE9701'MILES TO LEVEE AND
 DE9701'THE MARK IS ON THE LEFT.
 DE9701' 
 DE9701'THE STATION IS 10.5 FEET FROM THE CENTERLINE OF LEVEE.  40 FEET SOUTH
 DE9701'OF A LOCKED GATE,
 DE9701'AND 23 FEET NORTH OF THE CENTERLINE OF LEVEE AND RAMP.  STATION IS A
 DE9701'MEMPHIS DISTRICT COE
 DE9701'ALUMINUM CAP STAMPED SP-14-2000 SET FLUSH WITH GROUND.
 DE9701'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9695 ***********************************************************************
 DE9695  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9695  DESIGNATION -  SP 15 2000
 DE9695  PID         -  DE9695
 DE9695  STATE/COUNTY-  AR/CRITTENDEN
 DE9695  USGS QUAD   -  WEST MEMPHIS (1983)
 DE9695
 DE9695                         *CURRENT SURVEY CONTROL
 DE9695  ___________________________________________________________________
 DE9695* NAD 83(1997)-  35 14 56.72092(N)    090 08 52.66346(W)     ADJUSTED  
 DE9695* NAVD 88     -        75.08   (meters)     246.3    (feet)  GPS OBS   
 DE9695  ___________________________________________________________________
 DE9695  X           -     -13,466.213 (meters)                     COMP
 DE9695  Y           -  -5,214,548.692 (meters)                     COMP
 DE9695  Z           -   3,660,496.925 (meters)                     COMP
 DE9695  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DE9695  ELLIP HEIGHT-          47.74  (meters)          (01/24/03) GPS OBS
 DE9695  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DE9695
 DE9695  HORZ ORDER  -  FIRST
 DE9695  ELLP ORDER  -  SECOND    CLASS II
 DE9695
 DE9695.The horizontal coordinates were established by GPS observations
 DE9695.and adjusted by the National Geodetic Survey in January 2003..
 DE9695
 DE9695.The orthometric height was determined by GPS observations and a
 DE9695.high-resolution geoid model using precise GPS observation and
 DE9695.processing techniques.
 DE9695
 DE9695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9695
 DE9695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9695
 DE9695.The ellipsoidal height was determined by GPS observations
 DE9695.and is referenced to NAD 83.
 DE9695
 DE9695.The geoid height was determined by GEOID03.
 DE9695
 DE9695;                    North         East     Units Scale Factor Converg.
 DE9695;SPC AR N     -   103,180.290   568,537.336   MT  0.99995294   +1 04 39.7
 DE9695;SPC AR N     -   338,517.33  1,865,276.24   sFT  0.99995294   +1 04 39.7
 DE9695;UTM  15      - 3,904,395.939   759,498.116   MT  1.00042997   +1 38 48.9
 DE9695
 DE9695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9695!SPC AR N     -   0.99999251  x   0.99995294  =   0.99994545
 DE9695!UTM  15      -   0.99999251  x   1.00042997  =   1.00042247
 DE9695
 DE9695                          SUPERSEDED SURVEY CONTROL
 DE9695
 DE9695.No superseded survey control is available for this station.
 DE9695
 DE9695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5949804396(NAD 83)
 DE9695_MARKER: Z = SEE DESCRIPTION
 DE9695_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9695_STAMPING: SP-15-2000
 DE9695_MARK LOGO: USACE 
 DE9695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9695+STABILITY: SURFACE MOTION
 DE9695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9695+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 DE9695
 DE9695  HISTORY     - Date     Condition        Report By
 DE9695  HISTORY     - 2000     MONUMENTED       USACE
 DE9695  HISTORY     - 20011014 GOOD             3001
 DE9695
 DE9695                          STATION DESCRIPTION
 DE9695
 DE9695'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9695'THE STATION IS LOCATED IN GAMMON, AR, 4.2 MILES SOUTHEAST OF JAMES
 DE9695'MILL AND 3.63 MILES
 DE9695'NORTHEAST OF HARVARD.
 DE9695' 
 DE9695'TO REACH THE STATION FROM THE INTERSECTION OF HWY 77 AND GAMMON ROAD,
 DE9695'2.5 MILES NORTH
 DE9695'OF MARION, AR, PROCEED EAST ALONG GAMMON ROAD FOR 3.6 MILES TO ITS
 DE9695'INTERSECTION WITH
 DE9695'DAILY ROAD ON THE LEFT.  TURN LEFT AND PROCEED ALONG DAILY ROAD FOR
 DE9695'0.1 MILES TO THE TOP
 DE9695'OF THE LEVEE AND THE MARK IS ON THE LEFT.
 DE9695' 
 DE9695'THE STATION IS LOCATED 4.5 FEET EAST OF LEVEE AND 9 FEET SOUTH OF
 DE9695'CENTERLINE OF LEVEE AND
 DE9695'23.5 FEET WEST OF DAILY ROAD.  STATION IS A MEMPHIS DISTRICT COE
 DE9695'ALUMINUM CAP STAMPED
 DE9695'SP-15-2000, SET FLUSH WITH GROUND.
 DE9695'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9697 ***********************************************************************
 DE9697  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9697  DESIGNATION -  SP 17 2000
 DE9697  PID         -  DE9697
 DE9697  STATE/COUNTY-  AR/CRITTENDEN
 DE9697  USGS QUAD   -  EDMONDSON (1981)
 DE9697
 DE9697                         *CURRENT SURVEY CONTROL
 DE9697  ___________________________________________________________________
 DE9697* NAD 83(1997)-  35 03 42.42740(N)    090 17 21.96169(W)     ADJUSTED  
 DE9697* NAVD 88     -        72.23   (meters)     237.0    (feet)  GPS OBS   
 DE9697  ___________________________________________________________________
 DE9697  X           -     -26,402.080 (meters)                     COMP
 DE9697  Y           -  -5,226,462.391 (meters)                     COMP
 DE9697  Z           -   3,643,505.574 (meters)                     COMP
 DE9697  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DE9697  ELLIP HEIGHT-          45.04  (meters)          (01/24/03) GPS OBS
 DE9697  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DE9697
 DE9697  HORZ ORDER  -  FIRST
 DE9697  ELLP ORDER  -  SECOND    CLASS II
 DE9697
 DE9697.The horizontal coordinates were established by GPS observations
 DE9697.and adjusted by the National Geodetic Survey in January 2003..
 DE9697
 DE9697.The orthometric height was determined by GPS observations and a
 DE9697.high-resolution geoid model using precise GPS observation and
 DE9697.processing techniques.
 DE9697
 DE9697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9697
 DE9697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9697
 DE9697.The ellipsoidal height was determined by GPS observations
 DE9697.and is referenced to NAD 83.
 DE9697
 DE9697.The geoid height was determined by GEOID03.
 DE9697
 DE9697;                    North         East     Units Scale Factor Converg.
 DE9697;SPC AR N     -    82,171.144   556,025.587   MT  0.99997723   +0 59 43.4
 DE9697;SPC AR N     -   269,589.83  1,824,227.28   sFT  0.99997723   +0 59 43.4
 DE9697;UTM  15      - 3,883,255.238   747,189.190   MT  1.00035312   +1 33 28.4
 DE9697
 DE9697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9697!SPC AR N     -   0.99999293  x   0.99997723  =   0.99997016
 DE9697!UTM  15      -   0.99999293  x   1.00035312  =   1.00034605
 DE9697
 DE9697|---------------------------------------------------------------------|
 DE9697| PID    Reference Object                     Distance      Geod. Az  |
 DE9697|                                                           dddmmss.s |
 DE9697| FF1023 E 218                               340.001 METERS 27036     |
 DE9697|---------------------------------------------------------------------|
 DE9697
 DE9697                          SUPERSEDED SURVEY CONTROL
 DE9697
 DE9697.No superseded survey control is available for this station.
 DE9697
 DE9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4718983255(NAD 83)
 DE9697_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9697_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9697_STAMPING: SP-17-2000
 DE9697_MARK LOGO: USACE 
 DE9697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9697+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 DE9697
 DE9697  HISTORY     - Date     Condition        Report By
 DE9697  HISTORY     - 2000     MONUMENTED       USACE
 DE9697  HISTORY     - 20011015 GOOD             3001
 DE9697
 DE9697                          STATION DESCRIPTION
 DE9697
 DE9697'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2000
 DE9697'THE STATION KIS LOCATED 3.3 MILES SOUTHEAST OF THE TOWN OF
 DE9697'EDMONDSON, 8.8 MILES SOUTH OF EAST MEMPHIS.
 DE9697'
 DE9697'OWNERSHIP--LOWER ST. FRANCIS RIVER LEVEE.
 DE9697'
 DE9697'TO REACH THE STATION FROM THE INTERSECTION OF HWY 147 AND HWY
 DE9697'131 (ABOUT 1 MILE NORTHEAST OF EDMONSON) PROCEED SOUTH ON HWY
 DE9697'147 FOR 3.4 MILES TO INTERSECTION W LEVEE ROAD AT A 90 DEGREE
 DE9697'CURVE IN HWY 147 TO THE RIGHT.  PROCEED SOUTH ALONG LEVEE
 DE9697'ROAD FOR 0.6 MILES TO A GHRAVEL ROAD LEADING OVER A LEVEE ON
 DE9697'THE RIGHT, TURN RIGHT AND PROCEED TO TOP OF LEVEE AND THE MARK
 DE9697'ON THE RIGHT.
 DE9697'
 DE9697'THE MARK IS  AN ALUMINUM CORPS OF ENGINEERS, MEMPHIS DISTRICT
 DE9697'CAP, FLUSH WITH THE GROUND EAST OF LEVEE MARKER POST 7/8, 14.5
 DE9697'FEET WEST OF CENTERLINE OF LEVEE ROAD.  CAP IS STAMPED--SP 17
 DE9697'2000.
 DE9697
 DE9697                          STATION RECOVERY (2001)
 DE9697
 DE9697'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 DE9697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9698 ***********************************************************************
 DE9698  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9698  DESIGNATION -  SP 18 2000
 DE9698  PID         -  DE9698
 DE9698  STATE/COUNTY-  AR/CRITTENDEN
 DE9698  USGS QUAD   -  HORSESHOE LAKE (1981)
 DE9698
 DE9698                         *CURRENT SURVEY CONTROL
 DE9698  ___________________________________________________________________
 DE9698* NAD 83(1997)-  34 53 05.99088(N)    090 19 00.69885(W)     ADJUSTED  
 DE9698* NAVD 88     -        69.19   (meters)     227.0    (feet)  GPS OBS   
 DE9698  ___________________________________________________________________
 DE9698  X           -     -28,966.096 (meters)                     COMP
 DE9698  Y           -  -5,237,688.604 (meters)                     COMP
 DE9698  Z           -   3,627,432.602 (meters)                     COMP
 DE9698  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DE9698  ELLIP HEIGHT-          42.03  (meters)          (01/24/03) GPS OBS
 DE9698  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DE9698
 DE9698  HORZ ORDER  -  FIRST
 DE9698  ELLP ORDER  -  SECOND    CLASS II
 DE9698
 DE9698.The horizontal coordinates were established by GPS observations
 DE9698.and adjusted by the National Geodetic Survey in January 2003..
 DE9698
 DE9698.The orthometric height was determined by GPS observations and a
 DE9698.high-resolution geoid model using precise GPS observation and
 DE9698.processing techniques.
 DE9698
 DE9698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9698
 DE9698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9698
 DE9698.The ellipsoidal height was determined by GPS observations
 DE9698.and is referenced to NAD 83.
 DE9698
 DE9698.The geoid height was determined by GEOID03.
 DE9698
 DE9698;                    North         East     Units Scale Factor Converg.
 DE9698;SPC AR N     -    62,518.171   553,859.384   MT  1.00000985   +0 58 45.9
 DE9698;SPC AR N     -   205,111.70  1,817,120.33   sFT  1.00000985   +0 58 45.9
 DE9698;UTM  15      - 3,863,575.087   745,214.202   MT  1.00034116   +1 32 07.2
 DE9698
 DE9698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9698!SPC AR N     -   0.99999340  x   1.00000985  =   1.00000325
 DE9698!UTM  15      -   0.99999340  x   1.00034116  =   1.00033456
 DE9698
 DE9698                          SUPERSEDED SURVEY CONTROL
 DE9698
 DE9698.No superseded survey control is available for this station.
 DE9698
 DE9698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4521463575(NAD 83)
 DE9698_MARKER: Z = SEE DESCRIPTION
 DE9698_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9698+WITH SETTING: INFORMATION.
 DE9698_STAMPING: SP-18-2000
 DE9698_MARK LOGO: USACE 
 DE9698_PROJECTION: RECESSED 4 CENTIMETERS
 DE9698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9698+STABILITY: SURFACE MOTION
 DE9698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9698+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 DE9698_ROD/PIPE-DEPTH:  2.1 meters
 DE9698
 DE9698  HISTORY     - Date     Condition        Report By
 DE9698  HISTORY     - 2000     MONUMENTED       USACE
 DE9698  HISTORY     - 20011015 GOOD             3001
 DE9698
 DE9698                          STATION DESCRIPTION
 DE9698
 DE9698'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9698'THE STATION IS LOCATED IN THE TOWN OF SYPPEL, 9.7 MILES SOUTHEAST OF
 DE9698'THE TOWN OF
 DE9698'CHATFIELD, 15 MILES SOUTH OF EDMONDSON LOCATED ON RIVER LEVEE.
 DE9698' 
 DE9698'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND HWY
 DE9698'50, GO SOUTH 10.3
 DE9698'MILES TO HWY 147.  PROCEED SOUTH ON HWY 147 FOR 5.1 MILES TO A
 DE9698'JUNCTION OF HWY 131 AND
 DE9698'HWY 147 TAKE HWY 131 ON EAST SIDE OF HORSESHOE LAKE FOR 6.4 MILES, TO
 DE9698'WHERE HWY 131
 DE9698'GOES UP TO THE TOP OF THE LEVEE AND STATION IS ON THE LEFT JUST NORTH
 DE9698'OF A FENCE.
 DE9698' 
 DE9698'THE STATION IS ALUMINUM DISK SET ON A ROD DRIVEN TO A DEPTH OF
 DE9698'APPROXIMATELY 7 FEET.  32
 DE9698'FEET SOUTHEAST OF CENTERLINE OF HWY 131, 9 FEET SOUTHEAST OF
 DE9698'CENTERLINE OF GRAVEL ROAD
 DE9698'ON TOP OF LEVEE.  2 FEET NORTHWEST OF A FENCE POST.  46 FEET SOUTHWEST
 DE9698'OF CENTERLINE OF
 DE9698'GATE ACROSS TOP OF LEVEE.  STATION IS STAMPED SP-18-2000 AND IS 4 CM
 DE9698'BELOW GROUND.
 DE9698'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9699 ***********************************************************************
 DE9699  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9699  DESIGNATION -  SP 22 2000
 DE9699  PID         -  DE9699
 DE9699  STATE/COUNTY-  AR/PHILLIPS
 DE9699  USGS QUAD   -  FRIARS POINT NW (1964)
 DE9699
 DE9699                         *CURRENT SURVEY CONTROL
 DE9699  ___________________________________________________________________
 DE9699* NAD 83(1997)-  34 23 28.30329(N)    090 41 28.44063(W)     ADJUSTED  
 DE9699* NAVD 88     -        60.54   (meters)     198.6    (feet)  GPS OBS   
 DE9699  ___________________________________________________________________
 DE9699  X           -     -63,564.028 (meters)                     COMP
 DE9699  Y           -  -5,268,514.585 (meters)                     COMP
 DE9699  Z           -   3,582,357.461 (meters)                     COMP
 DE9699  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DE9699  ELLIP HEIGHT-          33.64  (meters)          (01/24/03) GPS OBS
 DE9699  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DE9699
 DE9699  HORZ ORDER  -  FIRST
 DE9699  ELLP ORDER  -  SECOND    CLASS II
 DE9699
 DE9699.The horizontal coordinates were established by GPS observations
 DE9699.and adjusted by the National Geodetic Survey in January 2003..
 DE9699
 DE9699.The orthometric height was determined by GPS observations and a
 DE9699.high-resolution geoid model using precise GPS observation and
 DE9699.processing techniques.
 DE9699
 DE9699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9699
 DE9699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9699
 DE9699.The ellipsoidal height was determined by GPS observations
 DE9699.and is referenced to NAD 83.
 DE9699
 DE9699.The geoid height was determined by GEOID03.
 DE9699
 DE9699;                    North         East     Units Scale Factor Converg.
 DE9699;SPC AR S     -   592,042.490   520,342.268   MT  0.99993779   +0 43 57.0
 DE9699;SPC AR S     - 1,942,392.74  1,707,156.26   sFT  0.99993779   +0 43 57.0
 DE9699;UTM  15      - 3,807,948.551   712,248.200   MT  1.00015532   +1 18 16.5
 DE9699
 DE9699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9699!SPC AR S     -   0.99999472  x   0.99993779  =   0.99993251
 DE9699!UTM  15      -   0.99999472  x   1.00015532  =   1.00015004
 DE9699
 DE9699                          SUPERSEDED SURVEY CONTROL
 DE9699
 DE9699.No superseded survey control is available for this station.
 DE9699
 DE9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1224807949(NAD 83)
 DE9699_MARKER: Z = SEE DESCRIPTION
 DE9699_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9699+WITH SETTING: INFORMATION.
 DE9699_STAMPING: SP-22-2000
 DE9699_MARK LOGO: USACE 
 DE9699_PROJECTION: FLUSH
 DE9699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9699+STABILITY: SURFACE MOTION
 DE9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9699+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 DE9699_ROD/PIPE-DEPTH:  2.1 meters
 DE9699
 DE9699  HISTORY     - Date     Condition        Report By
 DE9699  HISTORY     - 20000822 MONUMENTED       USACE
 DE9699  HISTORY     - 20011017 GOOD             3001
 DE9699
 DE9699                          STATION DESCRIPTION
 DE9699
 DE9699'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9699'THE STATION IS LOCATED IN PHILLIPS COUNTY, ARKANSAS.  7.4 MILES EAST
 DE9699'OF WABASH, ARK.  10.4
 DE9699'MILES SOUTHWEST OF HELENA, ARK.  10.8 MILES NORTHEAST OF ELAINE, ARK.
 DE9699' 
 DE9699'TO REACH THE STATION FROM THE INTERSECTION OF HWY 49 AND HWY 20 ON THE
 DE9699'SOUTH END OF
 DE9699'HELENA, ARK, PROCEED SOUTH ALONG HWY 20 6.25 MILES TO THE INTERSECTION
 DE9699'OF COUNTY ROAD
 DE9699'205.  TURN SOUTH (LEFT) ON ROAD 205 AND PROCEED 1.95 MILES TO THE TOP
 DE9699'OF THE LEVEE.  TURN
 DE9699'RIGHT (SOUTHEAST) ON TOP OF LEVEE, PROCEED 3.0 MILES TO LMP 16/17 AND
 DE9699'MARK IS ON THE
 DE9699'RIGHT.
 DE9699' 
 DE9699'THE STATION IS A MEMPHIS CORP OF ENG. ALUMINUM DISK ON A 7 FOOT ROD
 DE9699'FLUSH WITH THE
 DE9699'GROUND.  MARK IS 1.75 FEET ON RIVER SIDE OF LMP 16/17.  15.0 FEET
 DE9699'LANDSIDE OF CENTERLINE OF
 DE9699'LEVEE.  1.0 FEET ON RIVERSIDE OF CARSONITE WITNESS POST.
 DE9699'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9700 ***********************************************************************
 DE9700  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9700  DESIGNATION -  SP 23 2000
 DE9700  PID         -  DE9700
 DE9700  STATE/COUNTY-  AR/PHILLIPS
 DE9700  USGS QUAD   -  ELAINE (1982)
 DE9700
 DE9700                         *CURRENT SURVEY CONTROL
 DE9700  ___________________________________________________________________
 DE9700* NAD 83(1997)-  34 16 38.04637(N)    090 50 22.15399(W)     ADJUSTED  
 DE9700* NAVD 88     -        58.74   (meters)     192.7    (feet)  GPS OBS   
 DE9700  ___________________________________________________________________
 DE9700  X           -     -77,300.606 (meters)                     COMP
 DE9700  Y           -  -5,275,460.353 (meters)                     COMP
 DE9700  Z           -   3,571,917.639 (meters)                     COMP
 DE9700  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DE9700  ELLIP HEIGHT-          31.94  (meters)          (01/24/03) GPS OBS
 DE9700  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DE9700
 DE9700  HORZ ORDER  -  FIRST
 DE9700  ELLP ORDER  -  SECOND    CLASS II
 DE9700
 DE9700.The horizontal coordinates were established by GPS observations
 DE9700.and adjusted by the National Geodetic Survey in January 2003..
 DE9700
 DE9700.The orthometric height was determined by GPS observations and a
 DE9700.high-resolution geoid model using precise GPS observation and
 DE9700.processing techniques.
 DE9700
 DE9700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9700
 DE9700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9700
 DE9700.The ellipsoidal height was determined by GPS observations
 DE9700.and is referenced to NAD 83.
 DE9700
 DE9700.The geoid height was determined by GEOID03.
 DE9700
 DE9700;                    North         East     Units Scale Factor Converg.
 DE9700;SPC AR S     -   579,238.315   506,854.122   MT  0.99992742   +0 38 58.3
 DE9700;SPC AR S     - 1,900,384.37  1,662,903.90   sFT  0.99992742   +0 38 58.3
 DE9700;UTM  15      - 3,795,008.424   698,885.538   MT  1.00008760   +1 13 01.9
 DE9700
 DE9700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9700!SPC AR S     -   0.99999499  x   0.99992742  =   0.99992241
 DE9700!UTM  15      -   0.99999499  x   1.00008760  =   1.00008259
 DE9700
 DE9700                          SUPERSEDED SURVEY CONTROL
 DE9700
 DE9700.No superseded survey control is available for this station.
 DE9700
 DE9700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9888695008(NAD 83)
 DE9700_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9700_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9700_STAMPING: SP-23-2000
 DE9700_MARK LOGO: USACE 
 DE9700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9700+STABILITY: SURFACE MOTION
 DE9700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9700+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 DE9700
 DE9700  HISTORY     - Date     Condition        Report By
 DE9700  HISTORY     - 2000     MONUMENTED       USACE
 DE9700  HISTORY     - 20011017 GOOD             3001
 DE9700
 DE9700                          STATION DESCRIPTION
 DE9700
 DE9700'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9700'THE STATION IS LOCATED ON THE MISSISSIPPI RIVER LEVEE 2.10 MILES SOUTH
 DE9700'EAST OF ELAINE
 DE9700'ARKANSAS.
 DE9700' 
 DE9700'OWNERSHIP-  LEVEE BOARD
 DE9700' 
 DE9700'TO REACH THE STATION FROM THE INTERSECTION OF HWY 85/44 AND HWY 20 IN
 DE9700'ELAINE, PROCEED
 DE9700'EAST ALONG HWY 20 FOR 2.8 MILES TO PHILLIPS COUNTY ROAD 583 ON RIGHT.
 DE9700'TURN RIGHT AND
 DE9700'PROCEED 0.7 MILES TO THE TOP OF LEVEE.  TURN RIGHT AND PROCEED WEST
 DE9700'ALONG TOP OF LEVEE
 DE9700'FOR 3.3 MILES TO LMP 30/31 AND THE MARK IS ON THE RIGHT.
 DE9700' 
 DE9700'THE STATION IS LOCATED 3.0 FEET EAST OF LMP 30/31 AND 17 FEET WEST OF
 DE9700'CENTERLINE OF LEVEE.
 DE9700'A MEMPHIS DISTRICT COE CAP STAMPED SP-23-2000 SET 0.3 FEET
 DE9700'UNDERGROUND.
 DE9700' 
 DE9700'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1871 ***********************************************************************
 FG1871  DESIGNATION -  SPADRA
 FG1871  PID         -  FG1871
 FG1871  STATE/COUNTY-  AR/JOHNSON
 FG1871  USGS QUAD   -  HARTMAN (1993)
 FG1871
 FG1871                         *CURRENT SURVEY CONTROL
 FG1871  ___________________________________________________________________
 FG1871* NAD 83(1997)-  35 24 57.81736(N)    093 33 37.90273(W)     ADJUSTED  
 FG1871* NAVD 88     -       199.7    (meters)     655.     (feet)  VERTCON   
 FG1871  ___________________________________________________________________
 FG1871  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 FG1871  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 FG1871
 FG1871  HORZ ORDER  -  FIRST
 FG1871
 FG1871.The horizontal coordinates were established by classical geodetic methods
 FG1871.and adjusted by the National Geodetic Survey in September 1999..
 FG1871
 FG1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1871
 FG1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1871
 FG1871.The geoid height was determined by GEOID03.
 FG1871
 FG1871;                    North         East     Units Scale Factor Converg.
 FG1871;SPC AR N     -   121,242.160   258,281.456   MT  0.99994022   -0 54 29.1
 FG1871;SPC AR N     -   397,775.32    847,378.41   sFT  0.99994022   -0 54 29.1
 FG1871;UTM  15      - 3,919,328.423   449,110.828   MT  0.99963191   -0 19 29.4
 FG1871
 FG1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1871!SPC AR N     -   0.99997326  x   0.99994022  =   0.99991348
 FG1871!UTM  15      -   0.99997326  x   0.99963191  =   0.99960518
 FG1871
 FG1871|---------------------------------------------------------------------|
 FG1871| PID    Reference Object                     Distance      Geod. Az  |
 FG1871|                                                           dddmmss.s |
 FG1871| CI3235 SPADRA RM 1                          25.389 METERS 01752     |
 FG1871| FG1872 CLARKSVILLE ST POLICE RAD MAST      APPROX. 6.4 KM 0321340.1 |
 FG1871| FG1869 CLARKSVILLE MUN TANK                APPROX. 9.3 KM 0494434.5 |
 FG1871| CI3234 SPADRA AZ MK                                       0661448.3 |
 FG1871| FG1868 CLARKSVILLE CABLE VISION MAST       APPROX.10.4 KM 0730726.1 |
 FG1871| CI3236 SPADRA RM 2                          20.480 METERS 08219     |
 FG1871| FG1832 NORRISTOWN TANK                     APPROX.38.9 KM 1135548.4 |
 FG1871| FG1849 MT NEBO ST PARK W ARK TEL MAST      APPROX.35.7 KM 1283433.1 |
 FG1871| FG1880 PARIS MUN TANK                      APPROX.20.4 KM 2294610.6 |
 FG1871| FG1900 PARIS W ARK TEL MICROWAVE           APPROX.21.6 KM 2342210.1 |
 FG1871| FG1896 ALTUS STANDPIPE                     APPROX.17.6 KM 2770129.9 |
 FG1871| FG1893 ALTUS ST MARYS CATH CH SPIRE        APPROX.18.4 KM 2823743.8 |
 FG1871|---------------------------------------------------------------------|
 FG1871
 FG1871                          SUPERSEDED SURVEY CONTROL
 FG1871
 FG1871  NAD 83(1997)-  35 24 57.82837(N)    093 33 37.90106(W) AD(       ) 1
 FG1871  NAD 83(1986)-  35 24 57.82808(N)    093 33 37.89879(W) AD(       ) 1
 FG1871  NAD 27      -  35 24 57.52300(N)    093 33 37.22200(W) AD(       ) 1
 FG1871  NGVD 29 (07/19/86)  199.7    (m)          655.     (f) VERT ANG       
 FG1871
 FG1871.Superseded values are not recommended for survey control.
 FG1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1871.See file dsdata.txt to determine how the superseded data were derived.
 FG1871
 FG1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4911119328(NAD 83)
 FG1871_MARKER: DS = TRIANGULATION STATION DISK
 FG1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1871
 FG1871  HISTORY     - Date     Condition        Report By
 FG1871  HISTORY     - 1940     MONUMENTED       CGS
 FG1871  HISTORY     - 1971     GOOD             NGS
 FG1871
 FG1871                          STATION DESCRIPTION
 FG1871
 FG1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1871'STATION IS ABOUT 6-1/2 MILES SW OF CLARKSVILLE, 1-1/2 MILES
 FG1871'WSW OF SPADRA ON THE HIGHEST POINT OF A PROMINENT E AND W
 FG1871'RIDGE KNOWN AS SPADRA HILL, JUST OUTSIDE THE SW CORNER OF
 FG1871'A PEACH ORCHARD BELONGING TO WALLACE RANCH AND JUST INSIDE
 FG1871'THE NE CORNER OF A WOOD TRACK WHICH JOINS THE ORCHARD AT
 FG1871'THE STATION SITE.
 FG1871'
 FG1871'MARK IS 16.5 FEET SW OF SW FENCE CORNER OF ORCHARD, 118
 FG1871'FEET E OF TRIANGLE BLAZE ON TREE, 6.6 FEET S OF WHITE WITNESS
 FG1871'POST, PROJECTS 6 INCHES STAMPED SPADRA 1940.
 FG1871'
 FG1871'STATION, REFERENCE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD
 FG1871'DISKS SET IN CONCRETE.
 FG1871'
 FG1871'REFERENCE MARK NO.1 IS 67 FEET N OF FENCE CORNER, 2 FEET
 FG1871'E OF FENCE LINE, SAME ELEVATION AS STATION, PROJECTS 6 INCHES,
 FG1871'STAMPED SPADRA NO.1 1940.
 FG1871'
 FG1871'REFERENCE MARK NO.2 IS 55 FEET E OF FENCE CORNER, 4 FEET
 FG1871'N OF FENCE LINE, 1 FOOT ABOVE STATION, PROJECTS 6 INCHES,
 FG1871'STAMPED SPADRA NO.2 1940.
 FG1871'
 FG1871'THE AZIMUTH MARK IS 1 FOOT S OF FENCE LINE, 6.0 FEET WSW
 FG1871'OF WHITE WITNESS POST, PROJECTS 6 INCHES, STAMPED SPADRA
 FG1871'1940.
 FG1871'
 FG1871'CAN REACH THIS STATION FROM THE RAILROAD DEPOT IN CLARKSVILLE
 FG1871'BY GOING W ON U.S. HIGHWAY 64, 5.0 MILES TO DIRT ROAD LEADING
 FG1871'LEFT (S) JUST E OF THE RAILROAD TRACKS, TURN LEFT (S) AND
 FG1871'GO 1.7 MILES TO RAILROAD CROSSING, CROSS RAILROAD TRACKS AND
 FG1871'CONTINUE S 0.2 MILE TO ROAD LEADING RIGHT (W), TURN RIGHT
 FG1871'AND GO 0.35 MILE TO FORK, TAKE LEFT FORK (S) 0.75 MILE TO THE
 FG1871'WALLACE RANCH, TURN LEFT INTO RANCH GROUNDS THROUGH GATE
 FG1871'AND BARN LOT AND CONTINUE (S) 0.2 MILE TO SUMMIT OF RIDGE
 FG1871'AT GATE, PASS THROUGH GATE AND TURN LEFT (W) AND GO ABOUT
 FG1871'75 YARDS, TURN RIGHT ALONG W SIDE OF N-S FENCE AND GO 0.15
 FG1871'MILE TO AZIMUTH ON RIGHT ALONG FENCE LINE, CONTINUE W
 FG1871'THROUGH ORCHARD TO CREST OF RIDGE AND HIGHEST POINT AND
 FG1871'STATION AT SW CORNER OF ORCHARD.
 FG1871'
 FG1871'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FG1871
 FG1871                          STATION RECOVERY (1971)
 FG1871
 FG1871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1871'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS NUMBER 1 AND 2
 FG1871'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE
 FG1871'HORIZONTAL DIRECTION TO REFERENCE MARK NUMBER 1 OF 0 DEG 01
 FG1871'MIN 40.7 SEC AND A DIFFERENCE WAS NOTED IN THE HORIZONTAL
 FG1871'DISTANCE TO REFERENCE MARKS NUMBER 1 AND 2.  A LONGER MEASUREMENT
 FG1871'OF 0.008 METERS TO REFERENCE MARK NUMBER 1 AND A SHORTER
 FG1871'MEASUREMENT OF 0.006 METERS TO REFERENCE MARK NUMBER 2.
 FG1871'
 FG1871'DUE TO HIGHWAY CONSTRUCTION A COMPLETE DESCRIPTION FOLLOWS.
 FG1871'
 FG1871'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT EAST AND
 FG1871'WEST RIDGE KNOWN AS SPADRA HILL ABOUT 2 AND 1/2 MILES WEST AND 3/4
 FG1871'MILE SOUTH OF SPADRA, 3 MILES EAST AND 3/4 MILE SOUTH OF HARTMAN, 4
 FG1871'MILES SOUTH AND 5 MILES WEST OF CLARKSVILLE, 4 MILES SOUTH OF
 FG1871'UNION CITY IN THE SOUTHWEST CORNER SECTION OF 21, T. 9 N., R. 24 W
 FG1871'AND ON PROPERTY OF R. C. WEBB OF SPADRA.
 FG1871'
 FG1871'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FG1871'HIGHWAY 194, ABOUT 1 MILE EAST OF HARTMAN, GO SOUTHEAST ON STATE
 FG1871'HIGHWAY 194 FOR 2.9 MILES TO A SIDE ROAD RIGHT, TURN RIGHT CROSSING
 FG1871'THE RAILROAD TRACKS AND CONTINUE SOUTH ON THE GRAVELED ROAD FOR
 FG1871'0.2 MILE TO A T-ROAD, TURN RIGHT AND GO SOUTHWEST ON THE GRAVELED
 FG1871'ROAD FOR 0.3 MILE TO WHERE THE ROAD TURNS LEFT AND A Y-FORK, TAKE THE
 FG1871'LEFT FORK AND GO SOUTH ON THE GRAVELED ROAD FOR 0.55 MILE TO A DIM
 FG1871'FIELD ROAD ON THE LEFT AND A LARGE TREE AND HOUSE ON THE RIGHT, TURN
 FG1871'LEFT AND GO SOUTHEAST FOR 0.05 MILE TO A BARN LOT ON THE LEFT,
 FG1871'TURN LEFT AND PASS THROUGH THE BARN LOT AND GO SOUTH ON THE FIELD
 FG1871'ROAD FOR 0.25 MILE TO THE SUMMIT OF THE HILL, TURN RIGHT AND GO
 FG1871'WESTERLY ALONG THE CREST OF THE HILL ON A DIM FIELD ROAD FOR 0.2
 FG1871'MILE TO A DIM FIELD ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE
 FG1871'RIGHT, CONTINUE WESTERLY ON THE DIM FIELD ROAD FOR 0.2 MILE TO THE
 FG1871'SOUTHWEST FENCE CORNER AND THE STATION AS DESCRIBED.
 FG1871'
 FG1871'THE STATION MARK IS A STANDARD DISK STAMPED SPADRA 1940, SET IN TOP
 FG1871'OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 FG1871'GROUND SURFACE.  IT IS 3.6 FEET EAST OF A METAL WITNESS POST, 12.4
 FG1871'FEET SOUTH OF THE FENCE LINE AND 17.0 FEET SOUTHWEST OF THE
 FG1871'FENCE CORNER.
 FG1871'
 FG1871'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SPADRA NO 1 1940, SET IN
 FG1871'TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 FG1871'GROUND SURFACE.  IT IS 1.0 FOOT EAST OF THE FENCE, 17.5 FEET WEST
 FG1871'OF A TWIN TRUNK TREE AND ABOUT THE SAME ELEVATION AS THE STATION
 FG1871'MARK.
 FG1871'
 FG1871'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SPADRA NO 2 1940, SET IN
 FG1871'TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 FG1871'GROUND SURFACE.  IT IS 13.0 FEET NORTH OF THE GATE POST TREE, 18.0
 FG1871'FEET NORTHWEST OF A LARGE OAK TREE AND ABOUT THE SAME ELEVATION AS
 FG1871'THE STATION MARK.
 FG1871'
 FG1871'AZIMUTH MARK IS A STANDARD DISK STAMPED SPADRA 1940, SET IN TOP OF A
 FG1871'12-INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND
 FG1871'SURFACE.  IT IS 1.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST,
 FG1871'38.0 FEET SOUTH-SOUTHEAST OF THE FENCE LINE, 48.5 FEET EAST OF A
 FG1871'LARGE OAK TREE AND 178.0 FEET EAST-NORTHEAST OF THE FIELD ROAD.
 FG1871'
 FG1871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 FG1871'WEST-SOUTHWEST OF SPADRA.
 FG1871'
 FG1871'HEIGHT OF LIGHT ABOVE STATION MARK 74.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1414 ***********************************************************************
 DL1414  DESIGNATION -  SPARKMAN MUNICIPAL TANK
 DL1414  PID         -  DL1414
 DL1414  STATE/COUNTY-  AR/DALLAS
 DL1414  USGS QUAD   -  SPARKMAN (1982)
 DL1414
 DL1414                         *CURRENT SURVEY CONTROL
 DL1414  ___________________________________________________________________
 DL1414* NAD 83(1997)-  33 54 56.51650(N)    092 50 50.86354(W)     ADJUSTED  
 DL1414* NAVD 88     -                                                        
 DL1414  ___________________________________________________________________
 DL1414  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DL1414  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL1414
 DL1414  HORZ ORDER  -  THIRD
 DL1414
 DL1414.The horizontal coordinates were established by classical geodetic methods
 DL1414.and adjusted by the National Geodetic Survey in September 1999..
 DL1414
 DL1414
 DL1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1414
 DL1414.The geoid height was determined by GEOID03.
 DL1414
 DL1414;                    North         East     Units Scale Factor Converg.
 DL1414;SPC AR S     -   538,857.103   321,637.257   MT  0.99992060   -0 28 27.5
 DL1414;SPC AR S     - 1,767,900.35  1,055,238.23   sFT  0.99992060   -0 28 27.5
 DL1414;UTM  15      - 3,752,819.390   514,100.451   MT  0.99960245   +0 05 06.4
 DL1414
 DL1414                          SUPERSEDED SURVEY CONTROL
 DL1414
 DL1414  NAD 83(1997)-  33 54 56.52588(N)    092 50 50.85503(W) AD(       ) 4
 DL1414  NAD 83(1986)-  33 54 56.52664(N)    092 50 50.85511(W) AD(       ) 4
 DL1414  NAD 27      -  33 54 56.16200(N)    092 50 50.26100(W) AD(       ) 3
 DL1414
 DL1414.Superseded values are not recommended for survey control.
 DL1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1414.See file dsdata.txt to determine how the superseded data were derived.
 DL1414
 DL1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1410052819(NAD 83)
 DL1414_MARKER: 53 = ELEVATED TANK
 DL1414
 DL1414  HISTORY     - Date     Condition        Report By
 DL1414  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1414  HISTORY     - 1964     GOOD             CGS
 DL1414
 DL1414                          STATION DESCRIPTION
 DL1414
 DL1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1414'STATION IS THE MUNICIPAL WATER TANK, ON COMMERCIAL STREET, NEAR
 DL1414'THE CENTER OF THE TOWN OF SPARKMAN.
 DL1414'
 DL1414'THE TANK IS SUPPORTED BY 4 STEEL TRUSSWORK LEGS ABOUT 125 FEET
 DL1414'HIGH.  THE VERTICAL SECTION IS PAINTED SILVER AND HAS THE LETTERS
 DL1414'SPARKMAN, ARK. IN BLACK, ON THE NE AND SW SIDES.  THE CONICAL
 DL1414'ROOF HAS A SMALL SILVER BALL AT ITS APEX WHICH IS THE OBJECT
 DL1414'SIGHTED UPON.
 DL1414'
 DL1414'THE TANK WAS ERECTED IN 1937 AND IS ABOUT 150 FEET HIGH.
 DL1414
 DL1414                          STATION RECOVERY (1964)
 DL1414
 DL1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1414'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1418 ***********************************************************************
 DL1418  DESIGNATION -  SPARKMAN RAD STA KKP 954 MAST
 DL1418  PID         -  DL1418
 DL1418  STATE/COUNTY-  AR/DALLAS
 DL1418  USGS QUAD   -  SPARKMAN (1982)
 DL1418
 DL1418                         *CURRENT SURVEY CONTROL
 DL1418  ___________________________________________________________________
 DL1418* NAD 83(1997)-  33 55 46.65244(N)    092 46 19.79444(W)     ADJUSTED  
 DL1418* NAVD 88     -                                                        
 DL1418  ___________________________________________________________________
 DL1418  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DL1418  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL1418
 DL1418  HORZ ORDER  -  THIRD
 DL1418
 DL1418.The horizontal coordinates were established by classical geodetic methods
 DL1418.and adjusted by the National Geodetic Survey in September 1999..
 DL1418
 DL1418
 DL1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1418
 DL1418.The geoid height was determined by GEOID03.
 DL1418
 DL1418;                    North         East     Units Scale Factor Converg.
 DL1418;SPC AR S     -   540,346.616   328,611.295   MT  0.99992013   -0 25 55.8
 DL1418;SPC AR S     - 1,772,787.19  1,078,118.89   sFT  0.99992013   -0 25 55.8
 DL1418;UTM  15      - 3,754,376.426   521,057.413   MT  0.99960547   +0 07 37.8
 DL1418
 DL1418                          SUPERSEDED SURVEY CONTROL
 DL1418
 DL1418  NAD 83(1997)-  33 55 46.66149(N)    092 46 19.78596(W) AD(       ) 4
 DL1418  NAD 83(1986)-  33 55 46.66252(N)    092 46 19.78611(W) AD(       ) 4
 DL1418  NAD 27      -  33 55 46.29380(N)    092 46 19.19832(W) AD(       ) 3
 DL1418
 DL1418.Superseded values are not recommended for survey control.
 DL1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1418.See file dsdata.txt to determine how the superseded data were derived.
 DL1418
 DL1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2105754376(NAD 83)
 DL1418_MARKER: 42 = RADIO/TV MAST
 DL1418
 DL1418  HISTORY     - Date     Condition        Report By
 DL1418  HISTORY     - 1964     FIRST OBSERVED   CGS
 DL1418
 DL1418                          STATION DESCRIPTION
 DL1418
 DL1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1418'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ABOUT
 DL1418'4-1/2 MILES EAST-NORTHEAST OF SPARKMAN AND ABOUT 300 FEET
 DL1418'SOUTHEAST OF LOOKOUT TOWER NO. 35 (AFC).  IT IS A SLENDER
 DL1418'TRIANGULAR SHAPED GUYED STEEL MAST WITH THREE ANTENAS AT THE
 DL1418'TOP.  IT IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND
 DL1418'THE OVERALL HEIGHT IS 120 FEET.  IT IS OWNED AND OPERATED BY THE
 DL1418'ARKANSAS GAME AND FISH COMMISSION.
 DL1418'
 DL1418'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 128 AND 207 1.2
 DL1418'MILES EAST OF SPARKMAN, GO EAST-NORTH AND NORTHEAST ON HIGHWAY
 DL1418'207 FOR 3.55 MILES TO A REVERSE Y-FORK.  CONTINUE NORTHEAST ON
 DL1418'HIGHWAY 207 FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 DL1418'GO EASTERLY ON A NARROW GRAVELED ROAD FOR 1.1 MILES TO THE MAST
 DL1418'ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1560 ***********************************************************************
 DL1560  DESIGNATION -  SPG MAIN SAFETY CONT BLDG MAST
 DL1560  PID         -  DL1560
 DL1560  STATE/COUNTY-  AR/HEMPSTEAD
 DL1560  USGS QUAD   -  HOPE (1978)
 DL1560
 DL1560                         *CURRENT SURVEY CONTROL
 DL1560  ___________________________________________________________________
 DL1560* NAD 83(1997)-  33 44 22.25630(N)    093 37 09.91809(W)     ADJUSTED  
 DL1560* NAVD 88     -                                                        
 DL1560  ___________________________________________________________________
 DL1560  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DL1560  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL1560
 DL1560  HORZ ORDER  -  THIRD
 DL1560
 DL1560.The horizontal coordinates were established by classical geodetic methods
 DL1560.and adjusted by the National Geodetic Survey in September 1999..
 DL1560
 DL1560
 DL1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1560
 DL1560.The geoid height was determined by GEOID03.
 DL1560
 DL1560;                    North         East     Units Scale Factor Converg.
 DL1560;SPC AR S     -   520,178.919   249,951.474   MT  0.99993164   -0 54 23.0
 DL1560;SPC AR S     - 1,706,620.34    820,049.13   sFT  0.99993164   -0 54 23.0
 DL1560;UTM  15      - 3,733,446.866   442,623.307   MT  0.99964058   -0 20 38.6
 DL1560
 DL1560                          SUPERSEDED SURVEY CONTROL
 DL1560
 DL1560  NAD 83(1997)-  33 44 22.26347(N)    093 37 09.91170(W) AD(       ) 4
 DL1560  NAD 83(1986)-  33 44 22.26547(N)    093 37 09.90766(W) AD(       ) 4
 DL1560  NAD 27      -  33 44 21.84600(N)    093 37 09.26900(W) AD(       ) 3
 DL1560
 DL1560.Superseded values are not recommended for survey control.
 DL1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1560.See file dsdata.txt to determine how the superseded data were derived.
 DL1560
 DL1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4262333447(NAD 83)
 DL1560_MARKER: 42 = RADIO/TV MAST
 DL1560
 DL1560  HISTORY     - Date     Condition        Report By
 DL1560  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1560
 DL1560                          STATION DESCRIPTION
 DL1560
 DL1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1560'THIS INTERSECTION STATION IS ABOUT 5 MILES NNW OF HOPE, IN
 DL1560'THE NORTHERN PART OF THE U.S. ARMY ORDNANCE DEPARTMENTS SOUTHERN
 DL1560'PROVING GROUNDS AND ABOUT 5 PACES SW OF THE SW CORNER OF THE
 DL1560'MAIN SAFETY CONTROL BUILDING (A-17).
 DL1560'
 DL1560'IT IS A SMALL, TRIANGULAR-SHAPED STEEL MAST, IS ABOUT 75
 DL1560'FEET HIGH AND HAS A LARGE RED LIGHT ON ITS HIGHEST PART.
 DL1560'
 DL1560'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE MAST.
 DL1560'IT WAS LOCATED BY TRAVERSE FROM STATION S.P.G. (U.S.A.O.D.)
 DL1560'1941, WHICH IS 51.088 METERS (167.61 FEET), N OF THE RADIO MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1559 ***********************************************************************
 DL1559  DESIGNATION -  SPG RESET
 DL1559  PID         -  DL1559
 DL1559  STATE/COUNTY-  AR/HEMPSTEAD
 DL1559  USGS QUAD   -  HOPE (1978)
 DL1559
 DL1559                         *CURRENT SURVEY CONTROL
 DL1559  ___________________________________________________________________
 DL1559* NAD 83(1997)-  33 44 23.87869(N)    093 37 10.32802(W)     ADJUSTED  
 DL1559* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 DL1559  ___________________________________________________________________
 DL1559  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DL1559  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL1559
 DL1559  HORZ ORDER  -  FIRST
 DL1559
 DL1559.The horizontal coordinates were established by classical geodetic methods
 DL1559.and adjusted by the National Geodetic Survey in September 1999..
 DL1559
 DL1559.The orthometric height was scaled from a topographic map.
 DL1559
 DL1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1559
 DL1559.The geoid height was determined by GEOID03.
 DL1559
 DL1559;                    North         East     Units Scale Factor Converg.
 DL1559;SPC AR S     -   520,229.063   249,941.715   MT  0.99993160   -0 54 23.2
 DL1559;SPC AR S     - 1,706,784.85    820,017.11   sFT  0.99993160   -0 54 23.2
 DL1559;UTM  15      - 3,733,496.897   442,613.060   MT  0.99964060   -0 20 38.8
 DL1559
 DL1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1559!SPC AR S     -   0.99998886  x   0.99993160  =   0.99992046
 DL1559!UTM  15      -   0.99998886  x   0.99964060  =   0.99962946
 DL1559
 DL1559:                Primary Azimuth Mark                     Grid Az
 DL1559:SPC AR S     -  DE ANN                                   041 56 22.9
 DL1559:UTM  15      -  DE ANN                                   041 22 38.5
 DL1559
 DL1559|---------------------------------------------------------------------|
 DL1559| PID    Reference Object                     Distance      Geod. Az  |
 DL1559|                                                           dddmmss.s |
 DL1559| DL1550 DE ANN                              APPROX. 8.4 KM 0410159.7 |
 DL1559| CX6209 SPG AZ MK                                          0693631.7 |
 DL1559| DL1562 MORELANDS MFG PLT 1 MI N OF TK      APPROX. 5.7 KM 1614457.5 |
 DL1559| DL1558 HOPE UNION COMPRESS CO TK           APPROX. 7.1 KM 1623733.0 |
 DL1559| DL1557 HOPE MUN LT AND WTR WORKS STK       APPROX. 8.2 KM 1623800.2 |
 DL1559| DL1560 SPG MAIN SAFETY CONT BLDG MAST       51.088 METERS 16805     |
 DL1559| CX6210 SPG RM 1                             39.779 METERS 22126     |
 DL1559| DL1568 DALLAS LITTLE ROCK AWY BCN 20       APPROX. 3.2 KM 2333711.4 |
 DL1559| CX6211 SPG RM 2                             28.636 METERS 30655     |
 DL1559|---------------------------------------------------------------------|
 DL1559
 DL1559                          SUPERSEDED SURVEY CONTROL
 DL1559
 DL1559  NAD 83(1997)-  33 44 23.88586(N)    093 37 10.32163(W) AD(       ) 1
 DL1559  NAD 83(1986)-  33 44 23.88786(N)    093 37 10.31759(W) AD(       ) 1
 DL1559  NAD 27      -  33 44 23.46800(N)    093 37 09.67900(W) AD(       ) 1
 DL1559
 DL1559.Superseded values are not recommended for survey control.
 DL1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1559.See file dsdata.txt to determine how the superseded data were derived.
 DL1559
 DL1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4261333497(NAD 83)
 DL1559_MARKER: DS = TRIANGULATION STATION DISK
 DL1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1559_STAMPING: SPG USAOD 1941
 DL1559_PROJECTION: PROJECTING 20 CENTIMETERS
 DL1559
 DL1559  HISTORY     - Date     Condition        Report By
 DL1559  HISTORY     - 1949     MONUMENTED       USGS
 DL1559  HISTORY     - 1951     GOOD             CGS
 DL1559  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DL1559
 DL1559                          STATION DESCRIPTION
 DL1559
 DL1559'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DL1559'POST RESET.  STANDARD TABLET IN CONCRETE POST.
 DL1559
 DL1559                          STATION RECOVERY (1951)
 DL1559
 DL1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1559'STATION RECOVERED.  DUE TO THE ABANDONMENT OF THE SOUTHERN
 DL1559'PROVING GROUND, AND THE FACT THAT ALMOST ALL OF THE BUILDINGS
 DL1559'THEREON HAVE BEEN DEMOLISHED, THE OLD DESCRIPTION TO REACH
 DL1559'THE STATION IS NO LONGER ADEQUATE.  A COMPLETE DESCRIPTION
 DL1559'FOLLOWS--
 DL1559'
 DL1559'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF HOPE, IN THE
 DL1559'NOW ABANDONED SOUTHERN PROVING GROUND, 65.5 FEET NORTH OF THE
 DL1559'CENTER OF AN EAST-WEST GRAVELED ROAD, AND 48 FEET NORTHEAST OF A
 DL1559'STUB POLE.
 DL1559'
 DL1559'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4
 DL1559'AND 73, ABOUT 3-1/2 MILES NORTHWEST OF HOPE, FOLLOW STATE
 DL1559'HIGHWAY 4 NORTHERLY FOR 2.1 MILE TO A GRAVELED ROAD RIGHT
 DL1559'AND THE DRIVEWAY TO THE HOPE AIRPORT ON THE LEFT.  TURN
 DL1559'RIGHT AND GO EASTERLY FOR 2.0 MILES PAST A WATER TANK TO A
 DL1559'TRAFFIC CIRCLE.  TURN LEFT AND GO NORTH FOR 0.4 MILE TO A
 DL1559'T-INTERSECTION AND A CONCRETE SIDEWALK STRAIGHT AHEAD UPHILL.
 DL1559'FOLLOW SIDEWALK AHEAD FOR ABOUT 150 FEET TO A GRAVELED ROAD
 DL1559'AND THE STATION ON NORTH SIDE OF ROAD AS DESCRIBED.
 DL1559'
 DL1559'STATION MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED
 DL1559'SPGUSAOD 1941.  THE UNDERGROUND MARK WAS NOT
 DL1559'RECOVERED, SO THE NOTE NUMBER IS NOT KNOWN.
 DL1559'
 DL1559'REFERENCE MARK NO. 1 IS 71 FEET NORTH OF THE CENTER OF THE ROAD.
 DL1559'THE MONUMENT IS SPLIT, BUT DOES NOT SEEM TO HAVE BEEN MOVED
 DL1559'APPRECIABLY.  THE MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS
 DL1559'STAMPED SPGUSAOD NO 1 1941.
 DL1559'
 DL1559'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE STATION.  THE
 DL1559'MARK PROJECTS ABOUT 1 INCH, AND THE DISK IS STAMPED SPGUSAOD
 DL1559'NO 2 1941.
 DL1559'
 DL1559'THE AZIMUTH MARK WAS SEARCHED FOR ON TWO DIFFERENT OCCASIONS,
 DL1559'BUT WAS NOT FOUND.
 DL1559'
 DL1559'STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 DL1559'TOPS OF CONCRETE POSTS.
 DL1559
 DL1559                          STATION RECOVERY (1963)
 DL1559
 DL1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DL1559'THE STATION WAS THE ONLY MARK RECOVERED AT THIS STATION.
 DL1559'IT WAS RECOVERED AS DESCRIBED BUT THE FIELD HAS BEEN UNDER
 DL1559'CULTIVATION.  THE STATION MARK IS ABOUT 50 FEET NORTH OF A
 DL1559'POLE.  R.M. NO. 1 HAS BEEN DESTROYED.  THE TOP OF THE CONCRETE
 DL1559'POST HAS BEEN BROKEN OFF.  THE AZIMUTH MARK WAS NOT RECOVERED.
 DL1559'IT HAS BEEN SEARCHED FOR AND NOT FOUND ON PREVIOUS OCCASIONS.
 DL1559'
 DL1559'TO REACH THE STATION FROM HOPE, FROM THE EAST JUNCTION OF
 DL1559'U.S. HIGHWAY 67 AND STATE HIGHWAY 29, GO NORTH ON HIGHWAY 29
 DL1559'FOR 2.8 MILES TO FORKS AND JUNCTION WITH STATE HIGHWAY 32,
 DL1559'TAKE LEFT FORK ON HIGHWAY 32 AND GO NORTHERLY FOR 2.1 MILES
 DL1559'TO A SIDE ROAD ROGHT AT THE WEST SIDE OF AN OLD TRAFFIC
 DL1559'CIRCLE, TURN RIGHT AND GO NORTH FOR 0.5 MILE TO A T-INTERSECTION
 DL1559'AND A CONCRETE SIDEWALK STRAIGHT AHEAD UPHILL.  FOLLOW SIDEWALK
 DL1559'UPHILL THEN CROSS A FENCE INTO A CULTIVATED FIELD TO STATION
 DL1559'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0876 ***********************************************************************
 GF0876  DESIGNATION -  SPIDER
 GF0876  PID         -  GF0876
 GF0876  STATE/COUNTY-  AR/BENTON
 GF0876  USGS QUAD   -  GARFIELD (1976)
 GF0876
 GF0876                         *CURRENT SURVEY CONTROL
 GF0876  ___________________________________________________________________
 GF0876* NAD 83(1997)-  36 29 16.12606(N)    093 52 47.57017(W)     ADJUSTED  
 GF0876* NAVD 88     -       444.     (meters)    1457.     (feet)  SCALED    
 GF0876  ___________________________________________________________________
 GF0876  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GF0876  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0876
 GF0876  HORZ ORDER  -  SECOND
 GF0876
 GF0876.The horizontal coordinates were established by classical geodetic methods
 GF0876.and adjusted by the National Geodetic Survey in September 1999..
 GF0876
 GF0876.The orthometric height was scaled from a topographic map.
 GF0876
 GF0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0876
 GF0876.The geoid height was determined by GEOID03.
 GF0876
 GF0876;                    North         East     Units Scale Factor Converg.
 GF0876;SPC AR N     -   240,643.350   231,553.128   MT  1.00006022   -1 05 38.0
 GF0876;SPC AR N     -   789,510.72    759,687.22   sFT  1.00006022   -1 05 38.0
 GF0876;SPC MO W     -    35,812.715   905,562.937   MT  0.99997920   +0 22 07.6
 GF0876;UTM  15      - 4,038,416.098   421,188.798   MT  0.99967652   -0 31 23.7
 GF0876
 GF0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0876!SPC AR N     -   0.99993473  x   1.00006022  =   0.99999495
 GF0876!SPC MO W     -   0.99993473  x   0.99997920  =   0.99991394
 GF0876!UTM  15      -   0.99993473  x   0.99967652  =   0.99961128
 GF0876
 GF0876|---------------------------------------------------------------------|
 GF0876| PID    Reference Object                     Distance      Geod. Az  |
 GF0876|                                                           dddmmss.s |
 GF0876| CI3248 SPIDER RM 1                          24.463 METERS 09227     |
 GF0876| CI3247 SPIDER AZ MK                                       1251818.5 |
 GF0876| CI3249 SPIDER RM 2                          34.354 METERS 24421     |
 GF0876|---------------------------------------------------------------------|
 GF0876
 GF0876                          SUPERSEDED SURVEY CONTROL
 GF0876
 GF0876  NAD 83(1997)-  36 29 16.13437(N)    093 52 47.56989(W) AD(       ) 2
 GF0876  NAD 83(1997)-  36 29 16.13811(N)    093 52 47.57088(W) AD(       ) 2
 GF0876  NAD 83(1986)-  36 29 16.13800(N)    093 52 47.57092(W) AD(       ) 2
 GF0876  NAD 27      -  36 29 15.88760(N)    093 52 46.87360(W) AD(       ) 2
 GF0876
 GF0876.Superseded values are not recommended for survey control.
 GF0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0876.See file dsdata.txt to determine how the superseded data were derived.
 GF0876
 GF0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2118938416(NAD 83)
 GF0876_MARKER: DS = TRIANGULATION STATION DISK
 GF0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0876
 GF0876  HISTORY     - Date     Condition        Report By
 GF0876  HISTORY     - 1961     MONUMENTED       CGS
 GF0876  HISTORY     - 1987     GOOD             USPSQD
 GF0876  HISTORY     - 1988     GOOD             USPSQD
 GF0876
 GF0876                          STATION DESCRIPTION
 GF0876
 GF0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0876'ABOUT 10 MILES NORTHWEST OF EUREKA SPRINGS, ABOUT 4 MILES
 GF0876'EAST OF GATEWAY, ABOUT 1 MILE SOUTH OF THE MISSOURI-ARKANSAS
 GF0876'STATE LINE, IN THE SOUTHWEST 1/4 OF SEC. 17, T. 21 N., R. 27 W.,
 GF0876'AND ON HIGHWAY RIGHT-OF-WAY.  IT IS 46 FEET NORTH OF THE
 GF0876'CENTERLINE OF U.S. HIGHWAY 62, 16 FEET SOUTH OF AN 8 INCH
 GF0876'OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE AND 6 FEET
 GF0876'NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 GF0876'AND THE DISK IS STAMPED SPIDER 1961.
 GF0876'
 GF0876'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 GF0876'HIGHWAY 47 IN GATEWAY, GO EASTERLY ON U.S. HIGHWAY 62 FOR 3.8
 GF0876'MILES TO THE HIGH ACRES FARM ON THE LEFT.  CONTINUE EASTERLY
 GF0876'ON HIGHWAY 62 FOR 0.35 MILE TO THE STATION ON THE LEFT,
 GF0876'IMMEDIATELY BEYOND WHERE HIGHWAY MAKES SHARP CURVE TO LEFT.
 GF0876'
 GF0876'TO REACH THE AZIMUTH FROM THE STATION, GO EASTERLY ON HIGHWAY
 GF0876'62 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GF0876'
 GF0876'REFERENCE MARK 1 IS 47 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 GF0876'62, AND 80 FEET EAST OF THE WITNESS POST.  THE MONUMENT IS
 GF0876'FLUSH AND THE DISK IS STAMPED SPIDER NO 1 1961.
 GF0876'
 GF0876'REFERENCE MARK 2 IS 36 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 GF0876'62, 22 FEET NORTHEAST OF A POWER POLE AND 5 FEET NORTHWEST OF
 GF0876'A 10 INCH OAK TREE.  THE MONUMENT PROJECTS 10 INCHES AND
 GF0876'THE DISK IS STAMPED SPIDER NO 2 1961.
 GF0876'
 GF0876'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 62,
 GF0876'27 FEET NORTHWEST OF A NORTH GATE POST, 25 FEET NORTHWEST OF
 GF0876'THE CENTERLINE OF A GRAVELED DRIVEWAY, 2 FEET NORTH OF A
 GF0876'BOARD FENCE AND 1 FOOT NORTH OF A WITNESS POST.  THE MONUMENT
 GF0876'PROJECTS 3 INCHES AND THE DISK IS STAMPED SPIDER 1961.
 GF0876'
 GF0876'NO MEASUREMENT BETWEEN RMS, HIGH BANK.
 GF0876'
 GF0876'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0876
 GF0876                          STATION RECOVERY (1987)
 GF0876
 GF0876'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0876'RECOVERED IN GOOD CONDITION.
 GF0876
 GF0876                          STATION RECOVERY (1988)
 GF0876
 GF0876'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1763 ***********************************************************************
 EH1763  DESIGNATION -  SPIKE
 EH1763  PID         -  EH1763
 EH1763  STATE/COUNTY-  AR/JEFFERSON
 EH1763  USGS QUAD   -  ROB ROY (1971)
 EH1763
 EH1763                         *CURRENT SURVEY CONTROL
 EH1763  ___________________________________________________________________
 EH1763* NAD 83(1986)-  34 17 27.     (N)    091 53 28.     (W)     SCALED    
 EH1763* NAVD 88     -        63.270  (meters)     207.58   (feet)  ADJUSTED  
 EH1763  ___________________________________________________________________
 EH1763  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EH1763  DYNAMIC HT  -          63.209 (meters)     207.38  (feet)  COMP
 EH1763  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EH1763
 EH1763  VERT ORDER  -  SECOND    CLASS 0
 EH1763
 EH1763.The horizontal coordinates were scaled from a topographic map and have
 EH1763.an estimated accuracy of +/- 6 seconds.
 EH1763
 EH1763.The orthometric height was determined by differential leveling
 EH1763.and adjusted by the National Geodetic Survey in June 1991..
 EH1763
 EH1763.The geoid height was determined by GEOID03.
 EH1763
 EH1763.The dynamic height is computed by dividing the NAVD 88
 EH1763.geopotential number by the normal gravity value computed on the
 EH1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1763.degrees latitude (g = 980.6199 gals.).
 EH1763
 EH1763.The modeled gravity was interpolated from observed gravity values.
 EH1763
 EH1763;                    North         East    Units  Estimated Accuracy
 EH1763;SPC AR S     -   580,150.      410,030.      MT  (+/- 180 meters Scaled)
 EH1763
 EH1763                          SUPERSEDED SURVEY CONTROL
 EH1763
 EH1763  NGVD 29 (??/??/??)   63.298  (m)          207.67   (f) ADJUSTED    2 0
 EH1763
 EH1763.Superseded values are not recommended for survey control.
 EH1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1763.See file dsdata.txt to determine how the superseded data were derived.
 EH1763
 EH1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT020949(NAD 83)
 EH1763_MARKER: S = SPIKE
 EH1763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1763_SP_SET: FOUNDATION
 EH1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1763
 EH1763  HISTORY     - Date     Condition        Report By
 EH1763  HISTORY     - UNK      MONUMENTED       CGS
 EH1763  HISTORY     - 1940     GOOD             CGS
 EH1763
 EH1763                          STATION DESCRIPTION
 EH1763
 EH1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1763'0.9 MI N FROM ROB ROY.
 EH1763'0.9 MILE NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 EH1763'STATION AT ROB ROY, JEFFERSON COUNTY, 19 FEET SOUTH OF THE TENTH POLE
 EH1763'SOUTH OF MILEPOST 259, 27.8 FEET EAST OF THE EAST RAIL OF THE MAIN
 EH1763'TRACK, 1.8 FEET SOUTHEAST OF A CIRCULAR TELEPHONE BOOTH, AND IN THE
 EH1763'TOP OF THE CONCRETE FOUNDATION.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0824 ***********************************************************************
 DL0824  DESIGNATION -  SPIRIT LAKE 1 BOLT
 DL0824  PID         -  DL0824
 DL0824  STATE/COUNTY-  AR/LAFAYETTE
 DL0824  USGS QUAD   -  GARLAND (1975)
 DL0824
 DL0824                         *CURRENT SURVEY CONTROL
 DL0824  ___________________________________________________________________
 DL0824* NAD 83(1986)-  33 21 20.     (N)    093 39 21.     (W)     SCALED    
 DL0824* NAVD 88     -        67.81   (+/-2cm)     222.5    (feet)  VERTCON   
 DL0824  ___________________________________________________________________
 DL0824  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL0824
 DL0824  VERT ORDER  -  ? (See Below)
 DL0824
 DL0824.The horizontal coordinates were scaled from a topographic map and have
 DL0824.an estimated accuracy of +/- 6 seconds.
 DL0824
 DL0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0824.The vertical order pertains to the NGVD 29 superseded value.
 DL0824
 DL0824.The geoid height was determined by GEOID03.
 DL0824
 DL0824;                    North         East    Units  Estimated Accuracy
 DL0824;SPC AR S     -   477,650.      245,890.      MT  (+/- 180 meters Scaled)
 DL0824
 DL0824                          SUPERSEDED SURVEY CONTROL
 DL0824
 DL0824  NGVD 29 (??/??/92)   67.844  (m)          222.58   (f) ADJ UNCH    ?  
 DL0824
 DL0824.Superseded values are not recommended for survey control.
 DL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0824.See file dsdata.txt to determine how the superseded data were derived.
 DL0824
 DL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS389908(NAD 83)
 DL0824_MARKER: B = BOLT
 DL0824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0824_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0824_STAMPING: PAP SPIRIT LAKE NO 1
 DL0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0824
 DL0824  HISTORY     - Date     Condition        Report By
 DL0824  HISTORY     - UNK      MONUMENTED       USE
 DL0824  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0824
 DL0824                          STATION DESCRIPTION
 DL0824
 DL0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0824'2.3 MI E FROM JOELLA.
 DL0824'2.3 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM JOELLA,
 DL0824'LAFAYETTE COUNTY, ABOUT 7 POLES WEST OF MILEPOST 394, ABOUT 50 FEET
 DL0824'NORTHEAST OF THE EAST END OF TRESTLE 960, 44 FEET NORTH OF THE CENTER
 DL0824'LINE OF THE TRACK, ABOUT 60 FEET SOUTH OF U.S. HIGHWAY 82, 15 FEET
 DL0824'SOUTH OF THE CENTER LINE OF A LANE, AND 4 FEET SOUTHEAST OF A FENCE
 DL0824'CORNER.  THE TOP OF A COPPER BOLT SET IN A LIMESTONE BLOCK ABOUT 4
 DL0824'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 3-1/2-INCH IRON
 DL0824'PIPE, ON THE TOP OF WHICH IS BOLTED A CORPS OF ENGINEERS, U.S. ARMY,
 DL0824'STANDARD CAP, STAMPED PAP SPIRIT LAKE NO 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0823 ***********************************************************************
 DL0823  DESIGNATION -  SPIRIT LAKE 1 CAP
 DL0823  PID         -  DL0823
 DL0823  STATE/COUNTY-  AR/LAFAYETTE
 DL0823  USGS QUAD   -  GARLAND (1975)
 DL0823
 DL0823                         *CURRENT SURVEY CONTROL
 DL0823  ___________________________________________________________________
 DL0823* NAD 83(1986)-  33 21 20.     (N)    093 39 21.     (W)     SCALED    
 DL0823* NAVD 88     -        68.987  (meters)     226.33   (feet)  ADJUSTED  
 DL0823  ___________________________________________________________________
 DL0823  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL0823  DYNAMIC HT  -          68.913 (meters)     226.09  (feet)  COMP
 DL0823  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DL0823
 DL0823  VERT ORDER  -  SECOND    CLASS 0
 DL0823
 DL0823.The horizontal coordinates were scaled from a topographic map and have
 DL0823.an estimated accuracy of +/- 6 seconds.
 DL0823
 DL0823.The orthometric height was determined by differential leveling
 DL0823.and adjusted by the National Geodetic Survey in June 1991..
 DL0823
 DL0823.The geoid height was determined by GEOID03.
 DL0823
 DL0823.The dynamic height is computed by dividing the NAVD 88
 DL0823.geopotential number by the normal gravity value computed on the
 DL0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0823.degrees latitude (g = 980.6199 gals.).
 DL0823
 DL0823.The modeled gravity was interpolated from observed gravity values.
 DL0823
 DL0823;                    North         East    Units  Estimated Accuracy
 DL0823;SPC AR S     -   477,650.      245,890.      MT  (+/- 180 meters Scaled)
 DL0823
 DL0823                          SUPERSEDED SURVEY CONTROL
 DL0823
 DL0823  NGVD 29 (??/??/92)   69.076  (m)          226.63   (f) ADJ UNCH    2 0
 DL0823
 DL0823.Superseded values are not recommended for survey control.
 DL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0823.See file dsdata.txt to determine how the superseded data were derived.
 DL0823
 DL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS389908(NAD 83)
 DL0823_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0823_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0823_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0823_STAMPING: PAP SPIRIT LAKE NO 1
 DL0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0823
 DL0823  HISTORY     - Date     Condition        Report By
 DL0823  HISTORY     - UNK      MONUMENTED       USE
 DL0823  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0823
 DL0823                          STATION DESCRIPTION
 DL0823
 DL0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0823'2.3 MI E FROM JOELLA.
 DL0823'2.3 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM JOELLA,
 DL0823'LAFAYETTE COUNTY, ABOUT 7 POLES WEST OF MILEPOST 394, ABOUT 50 FEET
 DL0823'NORTHEAST OF THE EAST END OF TRESTLE 960, 44 FEET NORTH OF THE CENTER
 DL0823'LINE OF THE TRACK, ABOUT 60 FEET SOUTH OF U.S. HIGHWAY 82, 15 FEET
 DL0823'SOUTH OF THE CENTER LINE OF A LANE, AND 4 FEET SOUTHEAST OF A FENCE
 DL0823'CORNER.  ON THE TOP OF WHICH IS BOLTED A CORPS OF ENGINEERS, U.S.
 DL0823'ARMY, STANDARD CAP, STAMPED PAP SPIRIT LAKE NO 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1475 ***********************************************************************
 DL1475  DESIGNATION -  SPOTVILLE
 DL1475  PID         -  DL1475
 DL1475  STATE/COUNTY-  AR/COLUMBIA
 DL1475  USGS QUAD   -  SPOTVILLE (1966)
 DL1475
 DL1475                         *CURRENT SURVEY CONTROL
 DL1475  ___________________________________________________________________
 DL1475* NAD 83(1997)-  33 11 22.30040(N)    093 01 45.57323(W)     ADJUSTED  
 DL1475* NAVD 88     -        82.08   (+/-2cm)     269.3    (feet)  VERTCON   
 DL1475  ___________________________________________________________________
 DL1475  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DL1475  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DL1475
 DL1475  HORZ ORDER  -  FIRST
 DL1475  VERT ORDER  -  THIRD ? (See Below)
 DL1475
 DL1475.The horizontal coordinates were established by classical geodetic methods
 DL1475.and adjusted by the National Geodetic Survey in September 1999..
 DL1475
 DL1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1475.The vertical order pertains to the NGVD 29 superseded value.
 DL1475
 DL1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1475
 DL1475.The geoid height was determined by GEOID03.
 DL1475
 DL1475;                    North         East     Units Scale Factor Converg.
 DL1475;SPC AR S     -   458,475.739   304,011.468   MT  1.00002633   -0 34 34.0
 DL1475;SPC AR S     - 1,504,182.49    997,410.96   sFT  1.00002633   -0 34 34.0
 DL1475;UTM  15      - 3,672,298.726   497,266.369   MT  0.99960009   -0 00 57.8
 DL1475
 DL1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1475!SPC AR S     -   0.99999124  x   1.00002633  =   1.00001757
 DL1475!UTM  15      -   0.99999124  x   0.99960009  =   0.99959134
 DL1475
 DL1475|---------------------------------------------------------------------|
 DL1475| PID    Reference Object                     Distance      Geod. Az  |
 DL1475|                                                           dddmmss.s |
 DL1475| CX6295 SPOTVILLE RM 1                       25.249 METERS 17353     |
 DL1475| DL1476 LOOKOUT TOWER 88 AFC                APPROX. 8.5 KM 1813055.3 |
 DL1475| CX6296 SPOTVILLE RM 2                       33.586 METERS 26323     |
 DL1475| CX6294 SPOTVILLE AZ MK                                    3500104.7 |
 DL1475|---------------------------------------------------------------------|
 DL1475
 DL1475                          SUPERSEDED SURVEY CONTROL
 DL1475
 DL1475  NAD 83(1997)-  33 11 22.30918(N)    093 01 45.56482(W) AD(       ) 1
 DL1475  NAD 83(1986)-  33 11 22.31212(N)    093 01 45.56416(W) AD(       ) 1
 DL1475  NAD 27      -  33 11 21.83900(N)    093 01 44.98300(W) AD(       ) 1
 DL1475  NGVD 29 (07/19/86)   82.13   (m)          269.5    (f) LEVELING    3  
 DL1475
 DL1475.Superseded values are not recommended for survey control.
 DL1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1475.See file dsdata.txt to determine how the superseded data were derived.
 DL1475
 DL1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9726672299(NAD 83)
 DL1475_MARKER: DS = TRIANGULATION STATION DISK
 DL1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1475
 DL1475  HISTORY     - Date     Condition        Report By
 DL1475  HISTORY     - 1950     MONUMENTED       CGS
 DL1475  HISTORY     - 1964     GOOD             CGS
 DL1475
 DL1475                          STATION DESCRIPTION
 DL1475
 DL1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1475'THE STATION IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST FROM
 DL1475'MAGNOLIA, ABOUT 6 MILES SOUTH OF VILLAGE AND IS ON LAND OWNED
 DL1475'BY MR. JESSE CLICK.  IT IS SITUATED 29 FEET WEST FROM THE CENTER
 DL1475'OF THE ROAD AND 5 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED
 DL1475'SPOTVILLE 1950 AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 DL1475'GROUND.
 DL1475'
 DL1475'REFERENCE MARK NO. 1 IS 20 FEET WEST FROM THE CENTER OF THE ROAD.
 DL1475'IT IS STAMPED SPOTVILLE NO 1 1950 AND PROJECTS 3 INCHES.
 DL1475'
 DL1475'REFERENCE MARK NO. 2 IS 2 FEET LOWER THAN THE STATION.  IT
 DL1475'IS STAMPED SPOTVILLE NO 2 1950 AND PROJECTS 4 INCHES.
 DL1475'
 DL1475'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DL1475'NO. 2 IS 137.28 FEET.
 DL1475'
 DL1475'THE AZIMUTH MARK IS LOCATED 25 FEET SOUTHWEST FROM THE CENTER OF
 DL1475'THE ROAD, 2 FEET EAST OF A WITNESS POST AND IS SET IN A FENCE
 DL1475'LINE.  IT IS STAMPED SPOTVILLE 1950 AND PROJECTS 3 INCHES.
 DL1475'
 DL1475'TO REACH THE STATION FROM THE MAIN INTERSECTION IN VILLAGE, JUST
 DL1475'EAST OF THE POST OFFICE, GO SOUTH ON A GRAVELED ROAD FOR 0.55
 DL1475'MILE TO A FORK AND A CEMETERY ON THE LEFT, TAKE LEFT FORK AND
 DL1475'GO SOUTHEAST FOR 2.7 MILES TO A REVERSE FORK.  THENCE CONTINUE
 DL1475'ON MAIN ROAD FOR 1.15 MILES TO A T-INTERSECTION.  TURN LEFT AND
 DL1475'FOLLOW SANDY ROAD EASTERLY FOR 1.2 MILES TO A T-ROAD ON THE
 DL1475'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A HOUSE AND THE
 DL1475'AZIMUTH MARK ON THE RIGHT, THEN CONTINUE FOR 0.05 MILE TO A
 DL1475'T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.35 MILE TO THE
 DL1475'STATION ON THE RIGHT AS DESCRIBED.
 DL1475'
 DL1475'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1475
 DL1475                          STATION RECOVERY (1964)
 DL1475
 DL1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1475'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1475'CONDITION.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DL1475'82 AND STATE HIGHWAY 98, ABOUT 1.0 MILE SOUTH OF VILLAGE, GO SOUTH
 DL1475'ON GRAVEL ROAD FOR 3.05 MILES TO A T-INTERSECTION, TURN LEFT FOR
 DL1475'1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT (MARK IS 30 FEET
 DL1475'SOUTHEAST OF CENTER OF GATE LEADING TO OLD BUILDING SITE AND
 DL1475'5 FEET SOUTHWEST OF RIGHT OF WAY FENCE), CONTINUE SOUTHEAST
 DL1475'FOR 0.05 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR
 DL1475'0.35 MILE TO STATION ON THE RIGHT.
 DL1475'
 DL1475'THE STATION MARK IS 45 FEET WEST ACROSS THE ROAD FROM A 10-INCH
 DL1475'OAK TREE WITH TRIANGLE BLAZE ON WEST SIDE AND 26 FEET WEST OF
 DL1475'CENTERLINE OF ROAD.  R.M. NO. 1 IS 18 FEET WEST OF CENTERLINE
 DL1475'OF ROAD AND 18 FEET NORTH OF CENTERLINE OF TRACK ROAD LEADING
 DL1475'WEST.  R.M. NO. 2 IS IN SMALL TREES ABOUT DUE WEST OF THE
 DL1475'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1527 ***********************************************************************
 DL1527  DESIGNATION -  SPRING
 DL1527  PID         -  DL1527
 DL1527  STATE/COUNTY-  AR/MILLER
 DL1527  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1527
 DL1527                         *CURRENT SURVEY CONTROL
 DL1527  ___________________________________________________________________
 DL1527* NAD 83(1997)-  33 05 26.07296(N)    093 51 59.64332(W)     ADJUSTED  
 DL1527* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 DL1527  ___________________________________________________________________
 DL1527  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DL1527  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL1527
 DL1527  HORZ ORDER  -  FIRST
 DL1527
 DL1527.The horizontal coordinates were established by classical geodetic methods
 DL1527.and adjusted by the National Geodetic Survey in September 1999..
 DL1527
 DL1527.The orthometric height was scaled from a topographic map.
 DL1527
 DL1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1527
 DL1527.The geoid height was determined by GEOID03.
 DL1527
 DL1527;                    North         East     Units Scale Factor Converg.
 DL1527;SPC AR S     -   448,606.958   225,742.127   MT  1.00005302   -1 02 40.9
 DL1527;SPC AR S     - 1,471,804.66    740,622.29   sFT  1.00005302   -1 02 40.9
 DL1527;SPC LA N     -   288,056.609   872,408.055   MT  1.00012418   -0 43 21.0
 DL1527;SPC LA N     -   945,065.72  2,862,225.43   sFT  1.00012418   -0 43 21.0
 DL1527;UTM  15      - 3,661,662.163   419,130.426   MT  0.99968063   -0 28 23.3
 DL1527
 DL1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1527!SPC AR S     -   0.99998815  x   1.00005302  =   1.00004117
 DL1527!SPC LA N     -   0.99998815  x   1.00012418  =   1.00011233
 DL1527!UTM  15      -   0.99998815  x   0.99968063  =   0.99966879
 DL1527
 DL1527|---------------------------------------------------------------------|
 DL1527| PID    Reference Object                     Distance      Geod. Az  |
 DL1527|                                                           dddmmss.s |
 DL1527| DL1108 SPRING RM 4                          43.852 METERS 01945     |
 DL1527| CX6302 SPRING RM 2                          47.704 METERS 02538     |
 DL1527| DL1107 SPRING 2                             31.225 METERS 09729     |
 DL1527| CX6304 SPRING RM 5                          25.442 METERS 11201     |
 DL1527| CX6303 SPRING RM 3                          21.972 METERS 14952     |
 DL1527| DL1109 SPRING AZ MK                                       2772850.4 |
 DL1527| DL1529 TT 11 TF                             81.280 METERS 29141     |
 DL1527| DL1533 DODDRIDGE FIRE TOWER 6 AFC          APPROX. 5.3 KM 3344334.5 |
 DL1527|---------------------------------------------------------------------|
 DL1527
 DL1527                          SUPERSEDED SURVEY CONTROL
 DL1527
 DL1527  NAD 83(1997)-  33 05 26.08078(N)    093 51 59.63756(W) AD(       ) 1
 DL1527  NAD 83(1997)-  33 05 26.08148(N)    093 51 59.63409(W) AD(       ) 1
 DL1527  NAD 83(1986)-  33 05 26.08236(N)    093 51 59.63326(W) AD(       ) 1
 DL1527  NAD 27      -  33 05 25.60600(N)    093 51 58.98800(W) AD(       ) 1
 DL1527
 DL1527.Superseded values are not recommended for survey control.
 DL1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1527.See file dsdata.txt to determine how the superseded data were derived.
 DL1527
 DL1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1913061662(NAD 83)
 DL1527_MARKER: DS = TRIANGULATION STATION DISK
 DL1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1527
 DL1527  HISTORY     - Date     Condition        Report By
 DL1527  HISTORY     - 1950     MONUMENTED       CGS
 DL1527  HISTORY     - 1951     GOOD             CGS
 DL1527  HISTORY     - 1963     GOOD             CGS
 DL1527  HISTORY     - 1966     GOOD             CGS
 DL1527
 DL1527                          STATION DESCRIPTION
 DL1527
 DL1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1527'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF DODDRIDGE
 DL1527'AND 0.25 MILE WEST OF THE SPRING BANK FERRY ON THE RIGHT-OF-WAY
 DL1527'OF A GRAVEL ROAD LEADING TO THE FERRY FROM DODDRIDGE.  IT IS 61
 DL1527'FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 46 FEET SOUTH OF
 DL1527'THE CENTER OF EAST-WEST GRAVELED ROAD, 39 FEET WEST OF FENCE
 DL1527'CORNER, 3 FEET EAST OF WITNESS POST AND 3 FEET NORTH OF
 DL1527'EAST-WEST FENCE LINE.  IT IS STAMPED SPRING 1950 AND PROJECTS 2
 DL1527'INCHES.
 DL1527'
 DL1527'REFERENCE MARK NO. 1 IS A USGS BENCH MARK AND IS WEST-NORTHWEST
 DL1527'OF THE STATION, 30 FEET NORTH OF THE CENTER OF A GRAVELED
 DL1527'ROAD, 25 FEET EAST OF A T-FENCE CORNER AND 3 FEET NORTH OF
 DL1527'EAST-WEST FENCE LINE.  IT IS A STANDARD USGS BENCH MARK DISK
 DL1527'SET IN A 6 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 DL1527'IT IS STAMPED TT 329 11TF 1949.
 DL1527'
 DL1527'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF THE STATION, 33 FEET
 DL1527'NORTH OF THE CENTER OF EAST-WEST GRAVELED ROAD, 4 FEET WEST
 DL1527'OF TELEPHONE POLE AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT
 DL1527'IS STAMPED SPRING NO 2 1950 AND PROJECTS 4 INCHES.
 DL1527'
 DL1527'THE AZIMUTH MARK IS WEST OF THE STATION, 61 FEET EAST OF DRIVEWAY
 DL1527'TO HOUSE, 35 FEET NORTH OF THE CENTER OF GRAVELED ROAD AND 4
 DL1527'FEET EAST OF WITNESS POST.  IT IS STAMPED SPRING 1950 AND
 DL1527'PROJECTS 6 INCHES.
 DL1527'
 DL1527'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DODDRIDGE,
 DL1527'GO EAST ON MAIN ROAD FOR 0.4 MILE TO CROSSROADS AT THE
 DL1527'INTERSECTION OF U.S. HIGHWAY 71, CONTINUE EAST ON GRAVELED
 DL1527'ROAD FOR 1.6 MILE TO DRIVEWAY TO HOUSE ON THE LEFT AND AZIMUTH
 DL1527'MARK JUST EAST AS DESCRIBED, CONTINUE ON GRAVELED ROAD EASTERLY
 DL1527'FOR 0.4 MILE TO WHERE ROAD TURNS RIGHT AND DIM ROAD CONTINUES
 DL1527'EAST TO THE SPRING BANK FERRY AND THE STATION IN THE SOUTHWEST
 DL1527'ANGLE AS DESCRIBED.
 DL1527'
 DL1527'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1527
 DL1527                          STATION RECOVERY (1951)
 DL1527
 DL1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1527'STATION RECOVERED AS DESCRIBED, AND THE MARKS ARE IN GOOD
 DL1527'CONDITION.  AN ADDITIONAL REFERENCE MARK (NO. 3) WAS ESTABLISHED
 DL1527'BY THIS PARTY.
 DL1527'
 DL1527'THE 1950 DESCRIPTION TO REACH THE STATION IS ADEQUATE AND CORRECT.
 DL1527'
 DL1527'REFERENCE MARK NO. 3 IS SET IN A NORTH-SOUTH FENCE LINE, 46
 DL1527'FEET SOUTH OF A FENCE CORNER, AND 23 FEET WEST OF A NORTH-SOUTH
 DL1527'GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 DL1527'STAMPED SPRING NO 3 1950.
 DL1527'
 DL1527'HEIGHT OF LIGHT ABOVE STATION - 30 METERS.
 DL1527
 DL1527                          STATION RECOVERY (1963)
 DL1527
 DL1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1527'THE STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 DL1527'CONDITION.  ALL REFERENCE MARKS HAD BEEN DESTROYED SO TWO NEW
 DL1527'REFERENCE MARKS WERE ESTABLISHED.
 DL1527'
 DL1527'THE STATION MARK IS 63 FEET WEST OF THE CENTERLINE OF THE
 DL1527'NORTH-SOUTH ROAD, 33 FEET SOUTH OF THE CENTERLINE EXTENDED
 DL1527'OF THE HIGHWAY TO THE WEST AND 1.5 FEET EAST OF A METAL
 DL1527'WITNESS POST.  THE MARK IS ON ROAD RIGHT OF WAY BUT THE LAND
 DL1527'IS BEING FARMED TO THE EDGE OF THE ROAD.  A METAL WITNESS POST
 DL1527'WAS SET IN CONCRETE NEAR THE STATION MARK TO AID IN ITS
 DL1527'PRESERVATION.
 DL1527'
 DL1527'R.M. NO. 4 IS 35 FEET NORTHWEST OF THE CENTERLINE OF THE
 DL1527'HIGHWAY AT CENTER OF THE CURVE, 14 FEET NORTHEAST OF A FENCE
 DL1527'CORNER AND 1.5 FEET SOUTHEAST OF A FENCE.  THE MARK PROJECTS
 DL1527'ABOUT 6 INCHES AND THE DISK IS STAMPED SPRING NO 4 1950.
 DL1527'
 DL1527'R.M. NO. 5 IS EAST OF THE STATION, 18.5 FEET EAST OF THE
 DL1527'CENTERLINE OF SIDE ROAD LEADING SOUTH AND 1 FOOT WEST OF A FENCE.
 DL1527'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SPRING NO 5
 DL1527'1950.
 DL1527'
 DL1527'THE AZIMUTH MARK IS WEST OF THE STATION, 61 FEET EAST OF A
 DL1527'DRIVEWAY TO A HOUSE, 35 FEET NORTH OF CENTERLINE OF HIGHWAY AND
 DL1527'JUST SOUTH OF RIGHT OF WAY FENCE.
 DL1527'
 DL1527'TO REACH THE STATION FROM DODDRIDGE, FROM THE JUNCTION OF U.S.
 DL1527'HIGHWAY 71 AND STATE HIGHWAY 160, GO EAST ON HIGHWAY 160 FOR 1.6
 DL1527'MILES TO DRIVEWAY TO HOUSE ON LEFT AND AZIMUTH MARK ON LEFT,
 DL1527'CONTINUE EAST ON HIGHWAY FOR 0.4 MILE TO STATION ON RIGHT AS
 DL1527'DESCRIBED.
 DL1527
 DL1527                          STATION RECOVERY (1966)
 DL1527
 DL1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 DL1527'THE STATION WAS VISITED 12-6-66 AND THE STATION MARK, AZIMUTH
 DL1527'MARK AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.  R.M. NO. 5
 DL1527'WAS DESTROYED PRIOR TO THIS DATE.  THE STATION MARK WAS REQUESTED
 DL1527'MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION.  THIS WAS DONE BY
 DL1527'ESTABLISHING A NEW STATION, SPRING 2 1966 AWAY FROM AND IN LINE
 DL1527'WITH THE AZIMUTH MARK.  A DISTANCE OF 102.44FT
 DL1527'
 DL1527'REFERENCE MARK NO. 6 WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH
 DL1527'MARK WAS USED FOR THE NEW STATION.
 DL1527'
 DL1527'THE UNDERGROUND MARK WILL STAY IN TACT.  THE STATION SURFACE
 DL1527'DISK WAS RECLAIMED AT THIS DATE.
 DL1527'
 DL1527'SEE DESCRIPTION FOR STATION SPRING 2 1966.
 DL1527'
 DL1527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 DL1527'E OF DODDRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1775 ***********************************************************************
 FG1775  DESIGNATION -  SPRING
 FG1775  PID         -  FG1775
 FG1775  STATE/COUNTY-  AR/SEARCY
 FG1775  USGS QUAD   -  MARSHALL (1980)
 FG1775
 FG1775                         *CURRENT SURVEY CONTROL
 FG1775  ___________________________________________________________________
 FG1775* NAD 83(1997)-  35 56 01.75480(N)    092 43 16.60174(W)     ADJUSTED  
 FG1775* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 FG1775  ___________________________________________________________________
 FG1775  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FG1775  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FG1775
 FG1775  HORZ ORDER  -  SECOND
 FG1775
 FG1775.The horizontal coordinates were established by classical geodetic methods
 FG1775.and adjusted by the National Geodetic Survey in September 1999..
 FG1775
 FG1775.The orthometric height was scaled from a topographic map.
 FG1775
 FG1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1775
 FG1775.The geoid height was determined by GEOID03.
 FG1775
 FG1775;                    North         East     Units Scale Factor Converg.
 FG1775;SPC AR N     -   177,801.133   334,916.144   MT  0.99995449   -0 25 11.0
 FG1775;SPC AR N     -   583,335.88  1,098,804.05   sFT  0.99995449   -0 25 11.0
 FG1775;UTM  15      - 3,976,644.138   525,141.530   MT  0.99960779   +0 09 48.8
 FG1775
 FG1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1775!SPC AR N     -   0.99995889  x   0.99995449  =   0.99991338
 FG1775!UTM  15      -   0.99995889  x   0.99960779  =   0.99956669
 FG1775
 FG1775:                Primary Azimuth Mark                     Grid Az
 FG1775:SPC AR N     -  MARSHALL                                 118 23 56.8
 FG1775:UTM  15      -  MARSHALL                                 117 48 57.0
 FG1775
 FG1775|---------------------------------------------------------------------|
 FG1775| PID    Reference Object                     Distance      Geod. Az  |
 FG1775|                                                           dddmmss.s |
 FG1775| FG1771 MARSHALL                            APPROX.10.7 KM 1175845.8 |
 FG1775| CI3259 SPRING RM 1                          17.236 METERS 14848     |
 FG1775| CI3260 SPRING RM 2                          21.869 METERS 27435     |
 FG1775|---------------------------------------------------------------------|
 FG1775
 FG1775                          SUPERSEDED SURVEY CONTROL
 FG1775
 FG1775  NAD 83(1986)-  35 56 01.76631(N)    092 43 16.60255(W) AD(       ) 2
 FG1775  NAD 27      -  35 56 01.49500(N)    092 43 16.00700(W) AD(       ) 2
 FG1775
 FG1775.Superseded values are not recommended for survey control.
 FG1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1775.See file dsdata.txt to determine how the superseded data were derived.
 FG1775
 FG1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2514276644(NAD 83)
 FG1775_MARKER: DS = TRIANGULATION STATION DISK
 FG1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1775
 FG1775  HISTORY     - Date     Condition        Report By
 FG1775  HISTORY     - 1953     MONUMENTED       CGS
 FG1775
 FG1775                          STATION DESCRIPTION
 FG1775
 FG1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1775'THE STATION IS ABOUT 5-1/4 MILES WEST OF MARSHALL, 2 MILES EAST
 FG1775'AND 1-1/2 MILES NORTH OF THE DEMGOLA POST OFFICE, IN SEC.
 FG1775'19, T 15 N, R 16 W.  IT IS 43 FEET EAST OF THE CENTER OF
 FG1775'A GRAVELED ROAD AND 8 FEET NORTHEAST OF A WHITE WITNESS
 FG1775'POST 6 INCHES IN DIAMETER.
 FG1775'
 FG1775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 FG1775'AND STATE HIGHWAY 27, GO WEST AND NORTH ON HIGHWAY 65 FOR
 FG1775'5.2 MILES TO A Y-JUNCTION, BEAR RIGHT AND CONTINUE WESTERLY
 FG1775'ON HIGHWAY 65 FOR 1.45 MILES TO THE CENTER OF A CONCRETE
 FG1775'BRIDGE, CONTINUE WESTERLY ON THE HIGHWAY FOR 0.5 MILE TO
 FG1775'A GRAVELED ROAD LEADING UP A DRAW OPPOSITE A POWERLINE POLE
 FG1775'NUMBERED 534, BEAR LEFT AND MAKE A HAIRPIN CURVE AND FOLLOW
 FG1775'THE GRAVELED ROAD EAST AND SOUTH FOR 0.9 MILE TO A TRACK
 FG1775'ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 FG1775'
 FG1775'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FG1775'SPRING 1953.
 FG1775'
 FG1775'REFERENCE MARK 1 IS 72 FEET EAST OF THE CENTER OF THE GRAVELED
 FG1775'ROAD AND 52 FEET SOUTHEAST OF THE WITNESS POST.  THE MARK
 FG1775'PROJECTS 6 INCHES AND THE DISK IS STAMPED SPRING NO 1 1953.
 FG1775'
 FG1775'REFERENCE MARK 2 IS 29 FEET WEST OF THE CENTER OF THE ROAD
 FG1775'AND 71 FEET WEST OF THE WITNESS POST.  THE MARK PROJECTS
 FG1775'4 INCHES AND THE DISK IS STAMPED SPRING NO 2 1953.
 FG1775'
 FG1775'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FG1775'
 FG1775'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1848 ***********************************************************************
 FG1848  DESIGNATION -  SPRING
 FG1848  PID         -  FG1848
 FG1848  STATE/COUNTY-  AR/LOGAN
 FG1848  USGS QUAD   -  CHICKALAH MOUNTAIN EAST (1972)
 FG1848
 FG1848                         *CURRENT SURVEY CONTROL
 FG1848  ___________________________________________________________________
 FG1848* NAD 83(1997)-  35 13 54.72335(N)    093 18 18.17041(W)     ADJUSTED  
 FG1848* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 FG1848  ___________________________________________________________________
 FG1848  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 FG1848  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 FG1848
 FG1848  HORZ ORDER  -  FIRST
 FG1848
 FG1848.The horizontal coordinates were established by classical geodetic methods
 FG1848.and adjusted by the National Geodetic Survey in September 1999..
 FG1848
 FG1848.The orthometric height was scaled from a topographic map.
 FG1848
 FG1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1848
 FG1848.The geoid height was determined by GEOID03.
 FG1848
 FG1848;                    North         East     Units Scale Factor Converg.
 FG1848;SPC AR N     -   100,471.882   281,210.516   MT  0.99995473   -0 45 33.9
 FG1848;SPC AR N     -   329,631.50    922,604.83   sFT  0.99995473   -0 45 33.9
 FG1848;UTM  15      - 3,898,799.419   472,242.632   MT  0.99960949   -0 10 33.5
 FG1848
 FG1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1848!SPC AR N     -   0.99991843  x   0.99995473  =   0.99987317
 FG1848!UTM  15      -   0.99991843  x   0.99960949  =   0.99952796
 FG1848
 FG1848:                Primary Azimuth Mark                     Grid Az
 FG1848:SPC AR N     -  SPRING AZ MK                             006 30 42.9
 FG1848:UTM  15      -  SPRING AZ MK                             005 55 42.5
 FG1848
 FG1848|---------------------------------------------------------------------|
 FG1848| PID    Reference Object                     Distance      Geod. Az  |
 FG1848|                                                           dddmmss.s |
 FG1848| CI3256 SPRING AZ MK                                       0054509.0 |
 FG1848| CI3257 SPRING RM 1                          25.366 METERS 07611     |
 FG1848| CI3258 SPRING RM 2                          18.896 METERS 30654     |
 FG1848|---------------------------------------------------------------------|
 FG1848
 FG1848                          SUPERSEDED SURVEY CONTROL
 FG1848
 FG1848  NAD 83(1997)-  35 13 54.73526(N)    093 18 18.16760(W) AD(       ) 1
 FG1848  NAD 83(1986)-  35 13 54.73542(N)    093 18 18.16764(W) AD(       ) 1
 FG1848  NAD 27      -  35 13 54.42500(N)    093 18 17.51900(W) AD(       ) 1
 FG1848
 FG1848.Superseded values are not recommended for survey control.
 FG1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1848.See file dsdata.txt to determine how the superseded data were derived.
 FG1848
 FG1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7224398799(NAD 83)
 FG1848_MARKER: DD = SURVEY DISK
 FG1848_SETTING: 66 = SET IN ROCK OUTCROP
 FG1848
 FG1848  HISTORY     - Date     Condition        Report By
 FG1848  HISTORY     - 1940     MONUMENTED       CGS
 FG1848  HISTORY     - 1960     GOOD             CGS
 FG1848
 FG1848                          STATION DESCRIPTION
 FG1848
 FG1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1848'STATION IS LOCATED ABOUT 8.5 MILES W OF DARDANELLE, 4.0 MILES
 FG1848'SSE OF DELAWARE ON THE NORTHERMOST AND HIGHEST POINT OF A
 FG1848'FLAT-TOPPED TIMBERED MOUNTAIN KNOWN LOCALLY AS SPRING MOUNTAIN.
 FG1848'
 FG1848'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FG1848'HOLES IN OUTCROPPING BEDROCK.
 FG1848'
 FG1848'REFERENCE MARK NO.1 IS STAMPED SPRING NO.1, 1940.
 FG1848'
 FG1848'REFERENCE MARK NO.2 IS STAMPED SPRING NO.2, 1940.
 FG1848'
 FG1848'BOTH REFERENCE MARKS ARE ABOUT THE SAME ELEVATION AS THE
 FG1848'STATION.
 FG1848'
 FG1848'AZIMUTH MARK IS A STANDARD BRONZE DISK SET AT THE CENTER
 FG1848'OF THE TOP OF A SQUARE BLOCK OF CONCRETE PROJECTING 6 INCHES
 FG1848'ABOVE THE GROUND AND STAMPED SPRING 1940.  (IT IS 39.5 FEET
 FG1848'N OF CENTER LINE OF STATE HIGHWAY NO.22, 54 FEET E
 FG1848'OF THE CENTER LINE OF A GRAVEL ROAD, 4 FEET W OF WHITE
 FG1848'REFERENCE POST, AND 33 FEET E OF FENCE CORNER.  IT IS IN
 FG1848'THE E PART OF THE VILLAGE OF DELAWARE, AND 0.1 MILE S OF
 FG1848'A SCHOOL.)
 FG1848'
 FG1848'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 22,
 FG1848'7 AND 27 IN DARDANELLE, GO NW ON STATE HIGHWAY NO.22, 5.1
 FG1848'MILES TO A DIRT ROAD LEADING LEFT (SW) IMMEDIATELY AFTER
 FG1848'CROSSING A CONCRETE BRIDGE.  TURN LEFT (SW) ON DIRT ROAD
 FG1848'AND GO ON MAIN ROAD WESTERLY, 3.65 MILES TO BOYD HODGES
 FG1848'HOUSE ON THE LEFT (S).  CONTINUE WESTERLY 0.9 MILE TO A
 FG1848'SMALL STREAM.  CROSS SMALL STREAM AND TAKE LEFT FORK 1.0 MILE
 FG1848'TO SMALL SAW MILL ON THE RIGHT.  TURN RIGHT, CROSSING A SMALL,
 FG1848'STREAM AND GO 0.4 MILE TO A SMALL PINE TREE WITH TRIANGLE
 FG1848'BLAZE ON THE LEFT AT THE TOP OF RIDGE.  TURN LEFT (E) ON
 FG1848'OLD ROAD AND GO 01.2 MILES TO A FORK.  TAKE LEFT FORK (E)
 FG1848'AND GO E AND THEN S 1.1 MILES, CIRCLING AROUND THE N
 FG1848'EDGE OF MOUNTAIN TO ITS NE SIDE.  THIS POINT IS THE END
 FG1848'OF TRUCK TRAVEL.  PACK SOUTHWESTERLY TO STATION ON THE
 FG1848'N END AND HIGHEST PART OF MOUNTAIN.
 FG1848'
 FG1848'HEIGHT OF LIGHT ABOVE STATION MARK - 12.1 METERS.
 FG1848
 FG1848                          STATION RECOVERY (1960)
 FG1848
 FG1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FG1848'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FG1848'CONDITION.  THE LAST 2.5 MILES OF ROAD WAS IMPASSABLE DUE
 FG1848'TO WET WEATHER AND CONDITION OF ROAD.  IT WOULD BE POSSIBLE
 FG1848'TO DRIVE TO WITHIN 1/2 MILE OF THE STATION IN A 4-WHEEL
 FG1848'DRIVE TRUCK.
 FG1848'
 FG1848'THE AZIMUTH MARK IS AT THE INTERSECTION OF THE FIRST ROAD LEADING
 FG1848'NORTH TO THE EAST OF THE DELEWARE BUSINESS DISTRICT.  IT
 FG1848'IS 39 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 22, 54 FEET
 FG1848'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND
 FG1848'25 FEET EAST OF A SIGN BOARD FOR THE DELEWARE MISSION BAPTIST
 FG1848'CHURCH.  MARK IS FLUSH WITH THE GROUND.
 FG1848'
 FG1848'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM DARDANELLE
 FG1848'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1030 ***********************************************************************
 GE1030  DESIGNATION -  SPRING
 GE1030  PID         -  GE1030
 GE1030  STATE/COUNTY-  AR/GREENE
 GE1030  USGS QUAD   -  PARAGOULD WEST (1984)
 GE1030
 GE1030                         *CURRENT SURVEY CONTROL
 GE1030  ___________________________________________________________________
 GE1030* NAD 83(1997)-  36 06 40.07800(N)    090 34 31.70336(W)     ADJUSTED  
 GE1030* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 GE1030  ___________________________________________________________________
 GE1030  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GE1030  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GE1030
 GE1030  HORZ ORDER  -  FIRST
 GE1030
 GE1030.The horizontal coordinates were established by classical geodetic methods
 GE1030.and adjusted by the National Geodetic Survey in September 1999..
 GE1030
 GE1030.The orthometric height was scaled from a topographic map.
 GE1030
 GE1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1030
 GE1030.The geoid height was determined by GEOID03.
 GE1030
 GE1030;                    North         East     Units Scale Factor Converg.
 GE1030;SPC AR N     -   198,164.279   528,252.865   MT  0.99997813   +0 49 44.2
 GE1030;SPC AR N     -   650,143.97  1,733,109.61   sFT  0.99997813   +0 49 44.2
 GE1030;UTM  15      - 3,998,996.986   718,229.900   MT  1.00018684   +1 25 46.1
 GE1030
 GE1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1030!SPC AR N     -   0.99998528  x   0.99997813  =   0.99996341
 GE1030!UTM  15      -   0.99998528  x   1.00018684  =   1.00017212
 GE1030
 GE1030|---------------------------------------------------------------------|
 GE1030| PID    Reference Object                     Distance      Geod. Az  |
 GE1030|                                                           dddmmss.s |
 GE1030| CI5572 SPRING RM 1                          28.668 METERS 08141     |
 GE1030| CI5573 SPRING RM 2                          68.128 METERS 14630     |
 GE1030| CI5571 SPRING AZ MK                                       3561258.0 |
 GE1030|---------------------------------------------------------------------|
 GE1030
 GE1030                          SUPERSEDED SURVEY CONTROL
 GE1030
 GE1030  NAD 83(1986)-  36 06 40.08841(N)    090 34 31.70370(W) AD(       ) 1
 GE1030  NAD 27      -  36 06 39.84220(N)    090 34 31.31100(W) AD(       ) 1
 GE1030
 GE1030.Superseded values are not recommended for survey control.
 GE1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1030.See file dsdata.txt to determine how the superseded data were derived.
 GE1030
 GE1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1823098997(NAD 83)
 GE1030_MARKER: DS = TRIANGULATION STATION DISK
 GE1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1030
 GE1030  HISTORY     - Date     Condition        Report By
 GE1030  HISTORY     - 1953     MONUMENTED       CGS
 GE1030  HISTORY     - 1955     GOOD             CGS
 GE1030
 GE1030                          STATION DESCRIPTION
 GE1030
 GE1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1030'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF PARAGOULD
 GE1030'IN THE NORTHWEST CORNER OF A SMALL FIELD, 110 FEET WEST OF
 GE1030'THE CENTER OF A GRADED ROAD, 15.5 FEET SOUTH OF AN EAST-WEST
 GE1030'FENCE LINE AND 3 FEET NORTH OF A WITNESS POST.  IT PROJECTS
 GE1030'4 INCHES AND IS STAMPED SPRING 1953.
 GE1030'
 GE1030'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE CENTER OF THE
 GE1030'GRADED ROAD AND 1 FOOT SOUTH OF A FENCE CORNER.  IT PROJECTS
 GE1030'5 INCHES AND IS STAMPED SPRING NO 1 1953.
 GE1030'
 GE1030'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE CENTER OF THE GRADED
 GE1030'ROAD AND 1 FOOT SOUTHWEST OF A POWER LINE POLE.  IT PROJECTS
 GE1030'4 INCHES AND IS STAMPED SPRING NO 2 1953.
 GE1030'
 GE1030'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF THE GRADED
 GE1030'ROAD AND 2 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 4
 GE1030'INCHES AND IS STAMPED SPRING 1953.
 GE1030'
 GE1030'TO REACH THE STATION FROM THE POST OFFICE IN PARAGOULD GO
 GE1030'SOUTH ON SOUTH SECOND STREET FOR 0.25 MILE TO THE JUNCTION
 GE1030'WITH STATE HIGHWAY 25, TURN RIGHT AND GO WEST ON STATE HIGHWAY
 GE1030'25 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 25 AND STATE
 GE1030'HIGHWAY 1.  CONTINUE WEST ON STATE HIGHWAY 25 FOR 3.75 MILES
 GE1030'TO THE SHILOH METHODIST CHURCH ON THE RIGHT, CONTINUE WEST ON
 GE1030'HIGHWAY FOR 0.45 MILE TO A GRAVELED ROAD RIGHT, BEAR RIGHT
 GE1030'AND FOLLOW GRAVELED ROAD NORTHERLY FOR 0.95 MILE TO A FORK,
 GE1030'KEEP LEFT FORK AND GO NORTHERLY FOR 1.0 MILE TO A FORK, KEEP
 GE1030'RIGHT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 2.3 MILES TO
 GE1030'THE STATION ON THE LEFT AS DESCRIBED.
 GE1030'
 GE1030'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 GE1030'GRADED ROAD FOR 0.2 MILE TO A T ROAD LEFT, CONTINUE STRAIGHT
 GE1030'AHEAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GE1030'
 GE1030'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 GE1030
 GE1030                          STATION RECOVERY (1955)
 GE1030
 GE1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1030'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 GE1030'DISCREPANCY WAS FOUND IN THE DISTANCE AND COMPASS DIRECTION
 GE1030'AT REFERENCE MARK 2 AND THE AZIMUTH MARK.
 GE1030'
 GE1030'REFERENCE MARK 2 IS 55 FEET EAST OF THE CENTER OF THE ROAD
 GE1030'AND 1 FOOT NORTHWEST OF THE POWERLINE POLE.
 GE1030'
 GE1030'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF THE ROAD
 GE1030'INSTEAD OF WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1107 ***********************************************************************
 DL1107  DESIGNATION -  SPRING 2
 DL1107  PID         -  DL1107
 DL1107  STATE/COUNTY-  AR/MILLER
 DL1107  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1107
 DL1107                         *CURRENT SURVEY CONTROL
 DL1107  ___________________________________________________________________
 DL1107* NAD 83(1997)-  33 05 25.94100(N)    093 51 58.44949(W)     ADJUSTED  
 DL1107* NAVD 88     -       101.536  (meters)     333.12   (feet)  ADJUSTED  
 DL1107  ___________________________________________________________________
 DL1107  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DL1107  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL1107  DYNAMIC HT  -         101.425 (meters)     332.76  (feet)  COMP
 DL1107  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 DL1107
 DL1107  HORZ ORDER  -  THIRD
 DL1107  VERT ORDER  -  FIRST     CLASS I
 DL1107
 DL1107.The horizontal coordinates were established by classical geodetic methods
 DL1107.and adjusted by the National Geodetic Survey in September 1999..
 DL1107.No horizontal observational check was made to the station.
 DL1107
 DL1107.The orthometric height was determined by differential leveling
 DL1107.and adjusted by the National Geodetic Survey in June 1991..
 DL1107
 DL1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1107
 DL1107.The geoid height was determined by GEOID03.
 DL1107
 DL1107.The dynamic height is computed by dividing the NAVD 88
 DL1107.geopotential number by the normal gravity value computed on the
 DL1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1107.degrees latitude (g = 980.6199 gals.).
 DL1107
 DL1107.The modeled gravity was interpolated from observed gravity values.
 DL1107
 DL1107;                    North         East     Units Scale Factor Converg.
 DL1107;SPC AR S     -   448,602.329   225,773.009   MT  1.00005303   -1 02 40.3
 DL1107;SPC AR S     - 1,471,789.47    740,723.61   sFT  1.00005303   -1 02 40.3
 DL1107;SPC LA N     -   288,052.153   872,438.964   MT  1.00012417   -0 43 20.4
 DL1107;SPC LA N     -   945,051.11  2,862,326.83   sFT  1.00012417   -0 43 20.4
 DL1107;UTM  15      - 3,661,657.844   419,161.341   MT  0.99968057   -0 28 22.7
 DL1107
 DL1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1107!SPC AR S     -   0.99998822  x   1.00005303  =   1.00004125
 DL1107!SPC LA N     -   0.99998822  x   1.00012417  =   1.00011239
 DL1107!UTM  15      -   0.99998822  x   0.99968057  =   0.99966879
 DL1107
 DL1107|---------------------------------------------------------------------|
 DL1107| PID    Reference Object                     Distance      Geod. Az  |
 DL1107|                                                           dddmmss.s |
 DL1107| CX6305 SPRING 2 RM 6                        31.074 METERS 23812     |
 DL1107| DL1109 SPRING AZ MK                                       2772849.3 |
 DL1107| DL1527 SPRING                               31.225 METERS 27729     |
 DL1107| DL1108 SPRING RM 4                          46.665 METERS 33854     |
 DL1107|---------------------------------------------------------------------|
 DL1107
 DL1107                          SUPERSEDED SURVEY CONTROL
 DL1107
 DL1107  NAD 83(1997)-  33 05 25.94882(N)    093 51 58.44373(W) AD(       ) 3
 DL1107  NAD 83(1997)-  33 05 25.94951(N)    093 51 58.44025(W) AD(       ) 3
 DL1107  NAD 83(1986)-  33 05 25.95039(N)    093 51 58.43943(W) AD(       ) 3
 DL1107  NAD 27      -  33 05 25.47400(N)    093 51 57.79400(W) AD(       ) 3
 DL1107  NGVD 29 (??/??/??)  101.571  (m)          333.24   (f) ADJUSTED    1 1
 DL1107
 DL1107.Superseded values are not recommended for survey control.
 DL1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1107.See file dsdata.txt to determine how the superseded data were derived.
 DL1107
 DL1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1916161658(NAD 83)
 DL1107_MARKER: DS = TRIANGULATION STATION DISK
 DL1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1107_SP_SET: CONCRETE POST
 DL1107_STAMPING: SPRING 2 1966
 DL1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1107+STABILITY: SURFACE MOTION
 DL1107
 DL1107  HISTORY     - Date     Condition        Report By
 DL1107  HISTORY     - 1966     MONUMENTED       CGS
 DL1107  HISTORY     - 1977     SEE DESCRIPTION  NGS
 DL1107  HISTORY     - 1977     GOOD             NGS
 DL1107
 DL1107                          STATION DESCRIPTION
 DL1107
 DL1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (AKH)
 DL1107'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF DODDRIDGE, ON
 DL1107'STATE HIGHWAY 160, 0.25 MILE WEST OF RED RIVER NEAR THE OLD
 DL1107'SPRING FERRY CROSSING.  THE STATION IS 46 FT. E OF THE CENTERLINE
 DL1107'OF N-S ROAD, 37 FT. S OF PROJECTED CENTERLINE OF ROAD WEST,
 DL1107'34 FT. W OF A POWER POLE WITH SMALL TRANSFORMER, 2.5 FT. N OF
 DL1107'A ROW OF POWER POLES LEADING WEST, 1.5 FT. NE OF METAL WITNESS
 DL1107'POST.  IT IS A STANDARD DISK STAMPED SPRING 2 1966, PROJECTING
 DL1107'4 INCHES.
 DL1107'
 DL1107'REFERENCE MARK NO. 4 IS 153.10 FT. NNW OF STATION IN NORTHWEST
 DL1107'ANGLE OF ROAD INTERSECTION, 35 FT. NW OF THE CENTERLINE OF
 DL1107'ROAD, 14 FT. NE OF A FENCE CORNER, 1 FOOT SE OF FENCE LINE.
 DL1107'IT IS A STANDARD DISK STAMPED SPRING NO. 4 1960, PROJECTING
 DL1107'4 INCHES.
 DL1107'
 DL1107'REFERENCE MARK NO. 6 IS 101.95 FT. SW OF STATION, 41 FT. W
 DL1107'OF N-S ROAD, 99 FT. S OF PROJECTED CENTERLINE OF E-W ROAD,
 DL1107'1 FOOT N OF METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DL1107'SPRING 2 NO. 6 1966, PROJECTING 6 INCHES.
 DL1107'
 DL1107'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, IN THE
 DL1107'SE CORNER OF THE FRONT YARD OF A SMALL WHITE HOUSE ON N SIDE
 DL1107'OF ROAD, 38 FT. N OF THE CENTERLINE OF HIGHWAY, 64 FT. E OF
 DL1107'THE CENTERLINE OF DRIVEWAY TO A FARM HOUSE, 14 FT. E OF A
 DL1107'POWER POLE, 98 FT. SSE OF SOUTHEAST CORNER OF HOUSE, 1 FOOT E OF
 DL1107'A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED SPRING
 DL1107'1960 PROJECTING 6 INCHES.
 DL1107'
 DL1107'TO REACH THE STATION FROM THE RAILROAD STATION IN DODDRIDGE,
 DL1107'GO EAST ON STATE HIGHWAY 160 FOR 0.4 MILE TO ITS INTERSECTION
 DL1107'WITH U.S. HIGHWAY 71, CONTINUE EAST ON STATE HIGHWAY 160 FOR
 DL1107'1.6 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR
 DL1107'0.4 MILE TO A T INTERSECTION AND THE MARK.
 DL1107
 DL1107                          STATION RECOVERY (1977)
 DL1107
 DL1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRG)
 DL1107'SPRING 2 RM 6 - DESTROYED, POST FOUND, DISK MISSING.
 DL1107
 DL1107                          STATION RECOVERY (1977)
 DL1107
 DL1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DL1107'2.1 MI EAST FROM DODDRIDGE.
 DL1107'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1107'U.S. HIGHWAY 71 AT DODDRIDGE, 73 FEET SOUTHEAST OF THE CENTER
 DL1107'OF CURVE IN MAIN ROAD, 71 FEET NORTH OF A POWER POLE WITH GUY
 DL1107'WIRE NEAREST TO ROAD, 34 FEET WEST OF A POWER POLE IN WOODS WITH
 DL1107'TRANSFORMER AND GUY WIRE, AND 153 FEET SOUTHEAST OF SPRING NO 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1109 ***********************************************************************
 DL1109  DESIGNATION -  SPRING AZ MK
 DL1109  PID         -  DL1109
 DL1109  STATE/COUNTY-  AR/MILLER
 DL1109  USGS QUAD   -  DODDRIDGE (1975)
 DL1109
 DL1109                         *CURRENT SURVEY CONTROL
 DL1109  ___________________________________________________________________
 DL1109* NAD 83(1986)-  33 05 27.     (N)    093 52 39.     (W)     SCALED    
 DL1109* NAVD 88     -       102.874  (meters)     337.51   (feet)  ADJUSTED  
 DL1109  ___________________________________________________________________
 DL1109  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL1109  DYNAMIC HT  -         102.762 (meters)     337.14  (feet)  COMP
 DL1109  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 DL1109
 DL1109  VERT ORDER  -  FIRST     CLASS I
 DL1109
 DL1109.The horizontal coordinates were scaled from a topographic map and have
 DL1109.an estimated accuracy of +/- 6 seconds.
 DL1109
 DL1109.The orthometric height was determined by differential leveling
 DL1109.and adjusted by the National Geodetic Survey in June 1991..
 DL1109
 DL1109.The geoid height was determined by GEOID03.
 DL1109
 DL1109.The dynamic height is computed by dividing the NAVD 88
 DL1109.geopotential number by the normal gravity value computed on the
 DL1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1109.degrees latitude (g = 980.6199 gals.).
 DL1109
 DL1109.The modeled gravity was interpolated from observed gravity values.
 DL1109
 DL1109;                    North         East    Units  Estimated Accuracy
 DL1109;SPC AR S     -   448,650.      224,720.      MT  (+/- 180 meters Scaled)
 DL1109
 DL1109                          SUPERSEDED SURVEY CONTROL
 DL1109
 DL1109  NGVD 29 (??/??/??)  102.909  (m)          337.63   (f) ADJUSTED    1 1
 DL1109
 DL1109.Superseded values are not recommended for survey control.
 DL1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1109.See file dsdata.txt to determine how the superseded data were derived.
 DL1109
 DL1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS181616(NAD 83)
 DL1109_MARKER: DZ = AZIMUTH MARK DISK
 DL1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1109_SP_SET: CONCRETE POST
 DL1109_STAMPING: SPRING 1950
 DL1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1109+STABILITY: SURFACE MOTION
 DL1109
 DL1109  HISTORY     - Date     Condition        Report By
 DL1109  HISTORY     - 1950     MONUMENTED       CGS
 DL1109  HISTORY     - 1977     GOOD             NGS
 DL1109  HISTORY     - 20040202 GOOD             ARHD
 DL1109
 DL1109                          STATION DESCRIPTION
 DL1109
 DL1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1109'1.6 MI EAST FROM DODDRIDGE.
 DL1109'1.6 MILES ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1109'U.S. HIGHWAY 71 AT DODDRIDGE, SET IN THE SOUTHEAST CORNER OF THE
 DL1109'FRONT YARD OF A SMALL WHITE HOUSE ON NORTH SIDE OF HIGHWAY, 64
 DL1109'FEET EAST OF CENTER OF DRIVEWAY LEADING TO HOUSE, 38 FEET NORTH
 DL1109'OF CENTER LINE OF HIGHWAY, 98 FEET SOUTHEAST OF SOUTHEAST CORNER
 DL1109'OF HOUSE, AND 14 FEET EAST OF A POWER POLE.
 DL1109
 DL1109                          STATION RECOVERY (2004)
 DL1109
 DL1109'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004
 DL1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0738 ***********************************************************************
 DL0738  DESIGNATION -  SPRING BANK 1 BOLT
 DL0738  PID         -  DL0738
 DL0738  STATE/COUNTY-  AR/MILLER
 DL0738  USGS QUAD   -  DODDRIDGE SE (1975)
 DL0738
 DL0738                         *CURRENT SURVEY CONTROL
 DL0738  ___________________________________________________________________
 DL0738* NAD 83(1986)-  33 05 15.     (N)    093 50 08.     (W)     SCALED    
 DL0738* NAVD 88     -        62.89   (+/-2cm)     206.3    (feet)  VERTCON   
 DL0738  ___________________________________________________________________
 DL0738  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DL0738
 DL0738  VERT ORDER  -  ? (See Below)
 DL0738
 DL0738.The horizontal coordinates were scaled from a topographic map and have
 DL0738.an estimated accuracy of +/- 6 seconds.
 DL0738
 DL0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0738.The vertical order pertains to the NGVD 29 superseded value.
 DL0738
 DL0738.The geoid height was determined by GEOID03.
 DL0738
 DL0738;                    North         East    Units  Estimated Accuracy
 DL0738;SPC AR S     -   448,210.      228,630.      MT  (+/- 180 meters Scaled)
 DL0738
 DL0738                          SUPERSEDED SURVEY CONTROL
 DL0738
 DL0738  NGVD 29 (??/??/92)   62.935  (m)          206.48   (f) ADJ UNCH    ?  
 DL0738
 DL0738.Superseded values are not recommended for survey control.
 DL0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0738.See file dsdata.txt to determine how the superseded data were derived.
 DL0738
 DL0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS220612(NAD 83)
 DL0738_MARKER: B = BOLT
 DL0738_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0738_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0738
 DL0738  HISTORY     - Date     Condition        Report By
 DL0738  HISTORY     - UNK      MONUMENTED       USE
 DL0738  HISTORY     - 1935     GOOD             NGS
 DL0738
 DL0738                          STATION DESCRIPTION
 DL0738
 DL0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0738'1 MI SE FROM SPRING BANK.
 DL0738'ABOUT 1 MILE SOUTHEAST OF THE FERRY AT SPRING BANK, MILLER COUNTY, ON
 DL0738'THE LEFT BANK OF RED RIVER, ON THE SAM BETHANY ESTATE, IN THE
 DL0738'NORTHWEST CORNER OF A FIELD, ABOUT 1,000 FEET SOUTH OF A PROMINENT
 DL0738'BEND IN THE LEVEE, IN THE SOUTHWEST CORNER OF THE YARD OF THE
 DL0738'RESIDENCE, AND 20 FEET EAST OF THE CENTER LINE OF THE ROAD.  A COPPER
 DL0738'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 DL0738'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, US
 DL0738'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0740 ***********************************************************************
 DL0740  DESIGNATION -  SPRING BANK 2 BOLT
 DL0740  PID         -  DL0740
 DL0740  STATE/COUNTY-  AR/MILLER
 DL0740  USGS QUAD   -  DODDRIDGE SE (1975)
 DL0740
 DL0740                         *CURRENT SURVEY CONTROL
 DL0740  ___________________________________________________________________
 DL0740* NAD 83(1986)-  33 05 04.     (N)    093 50 09.     (W)     SCALED    
 DL0740* NAVD 88     -        61.73   (+/-2cm)     202.5    (feet)  VERTCON   
 DL0740  ___________________________________________________________________
 DL0740  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL0740
 DL0740  VERT ORDER  -  ? (See Below)
 DL0740
 DL0740.The horizontal coordinates were scaled from a topographic map and have
 DL0740.an estimated accuracy of +/- 6 seconds.
 DL0740
 DL0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0740.The vertical order pertains to the NGVD 29 superseded value.
 DL0740
 DL0740.The geoid height was determined by GEOID03.
 DL0740
 DL0740;                    North         East    Units  Estimated Accuracy
 DL0740;SPC AR S     -   447,880.      228,600.      MT  (+/- 180 meters Scaled)
 DL0740
 DL0740                          SUPERSEDED SURVEY CONTROL
 DL0740
 DL0740  NGVD 29 (??/??/92)   61.780  (m)          202.69   (f) ADJ UNCH    ?  
 DL0740
 DL0740.Superseded values are not recommended for survey control.
 DL0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0740.See file dsdata.txt to determine how the superseded data were derived.
 DL0740
 DL0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS219609(NAD 83)
 DL0740_MARKER: B = BOLT
 DL0740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0740_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0740
 DL0740  HISTORY     - Date     Condition        Report By
 DL0740  HISTORY     - UNK      MONUMENTED       USE
 DL0740  HISTORY     - 1935     GOOD             NGS
 DL0740
 DL0740                          STATION DESCRIPTION
 DL0740
 DL0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0740'1.25 MI SE FROM SPRING BANK.
 DL0740'ABOUT 1 1/4 MILES SOUTHEAST OF THE FERRY AT SPRING BANK, MILLER
 DL0740'COUNTY, ON THE LEFT BANK OF RED RIVER, ON THE GUS BETHANY ESTATE, IN
 DL0740'THE SOUTHWEST CORNER OF A FIELD, 1,125 FEET SOUTH OF PBM SPRING BANK
 DL0740'1, 23.7 FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTH OF A
 DL0740'LANE, AND 3.8 FEET NORTH OF A POINT 2.3 FEET EAST OF THE FENCE CORNER.
 DL0740'A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 DL0740'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 DL0740'ENGINEERS, US ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1108 ***********************************************************************
 DL1108  DESIGNATION -  SPRING RM 4
 DL1108  PID         -  DL1108
 DL1108  STATE/COUNTY-  AR/MILLER
 DL1108  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1108
 DL1108                         *CURRENT SURVEY CONTROL
 DL1108  ___________________________________________________________________
 DL1108* NAD 83(1986)-  33 05 25.     (N)    093 51 58.     (W)     SCALED    
 DL1108* NAVD 88     -       100.760  (meters)     330.58   (feet)  ADJUSTED  
 DL1108  ___________________________________________________________________
 DL1108  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL1108  DYNAMIC HT  -         100.650 (meters)     330.22  (feet)  COMP
 DL1108  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 DL1108
 DL1108  VERT ORDER  -  FIRST     CLASS I
 DL1108
 DL1108.The horizontal coordinates were scaled from a topographic map and have
 DL1108.an estimated accuracy of +/- 6 seconds.
 DL1108
 DL1108.The orthometric height was determined by differential leveling
 DL1108.and adjusted by the National Geodetic Survey in June 1991..
 DL1108
 DL1108.The geoid height was determined by GEOID03.
 DL1108
 DL1108.The dynamic height is computed by dividing the NAVD 88
 DL1108.geopotential number by the normal gravity value computed on the
 DL1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1108.degrees latitude (g = 980.6199 gals.).
 DL1108
 DL1108.The modeled gravity was interpolated from observed gravity values.
 DL1108
 DL1108;                    North         East    Units  Estimated Accuracy
 DL1108;SPC AR S     -   448,570.      225,780.      MT  (+/- 180 meters Scaled)
 DL1108
 DL1108                          SUPERSEDED SURVEY CONTROL
 DL1108
 DL1108  NGVD 29 (??/??/??)  100.795  (m)          330.69   (f) ADJUSTED    1 1
 DL1108
 DL1108.Superseded values are not recommended for survey control.
 DL1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1108.See file dsdata.txt to determine how the superseded data were derived.
 DL1108
 DL1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS191616(NAD 83)
 DL1108_MARKER: DR = REFERENCE MARK DISK
 DL1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1108_SP_SET: CONCRETE POST
 DL1108_STAMPING: SPRING NO 4 1950
 DL1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1108+STABILITY: SURFACE MOTION
 DL1108
 DL1108  HISTORY     - Date     Condition        Report By
 DL1108  HISTORY     - 1963     MONUMENTED       CGS
 DL1108  HISTORY     - 1977     GOOD             NGS
 DL1108
 DL1108                          STATION DESCRIPTION
 DL1108
 DL1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1108'2.1 MI EAST FROM DODDRIDGE.
 DL1108'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1108'U.S. HIGHWAY 71 AT DODDRIDGE, 153 FEET NORTHWEST OF SPRING 2 IN
 DL1108'THE NORTHWEST ANGLE OF ROAD INTERSECTION, 35 FEET NORTHWEST OF
 DL1108'CENTER LINE OF ROAD, 14 FEET NORTHEAST OF FENCE POST CORNER, AND
 DL1108'1 FOOT SOUTHEAST OF FENCE. POST LEANING, NOT SUITABLE TO LEVEL
 DL1108'OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0072 ***********************************************************************
 GG0072  DESIGNATION -  SPRINGDALE
 GG0072  PID         -  GG0072
 GG0072  STATE/COUNTY-  AR/WASHINGTON
 GG0072  USGS QUAD   -  SPRINGDALE (1994)
 GG0072
 GG0072                         *CURRENT SURVEY CONTROL
 GG0072  ___________________________________________________________________
 GG0072* NAD 83(1986)-  36 11 08.     (N)    094 07 42.     (W)     SCALED    
 GG0072* NAVD 88     -       405.263  (meters)    1329.60   (feet)  ADJUSTED  
 GG0072  ___________________________________________________________________
 GG0072  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0072  DYNAMIC HT  -         404.902 (meters)    1328.42  (feet)  COMP
 GG0072  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 GG0072
 GG0072  VERT ORDER  -  FIRST     CLASS II
 GG0072
 GG0072.The horizontal coordinates were scaled from a topographic map and have
 GG0072.an estimated accuracy of +/- 6 seconds.
 GG0072
 GG0072.The orthometric height was determined by differential leveling
 GG0072.and adjusted by the National Geodetic Survey in June 1991..
 GG0072
 GG0072.The geoid height was determined by GEOID03.
 GG0072
 GG0072.The dynamic height is computed by dividing the NAVD 88
 GG0072.geopotential number by the normal gravity value computed on the
 GG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0072.degrees latitude (g = 980.6199 gals.).
 GG0072
 GG0072.The modeled gravity was interpolated from observed gravity values.
 GG0072
 GG0072;                    North         East    Units  Estimated Accuracy
 GG0072;SPC AR N     -   207,560.      208,570.      MT  (+/- 180 meters Scaled)
 GG0072
 GG0072                          SUPERSEDED SURVEY CONTROL
 GG0072
 GG0072  NGVD 29 (??/??/92)  405.130  (m)         1329.16   (f) ADJ UNCH    1 2
 GG0072
 GG0072.Superseded values are not recommended for survey control.
 GG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0072.See file dsdata.txt to determine how the superseded data were derived.
 GG0072
 GG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA985051(NAD 83)
 GG0072_MARKER: DB = BENCH MARK DISK
 GG0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0072_SP_SET: WALL
 GG0072_STAMPING: 1329.164 SPRINGDALE 1932
 GG0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0072
 GG0072  HISTORY     - Date     Condition        Report By
 GG0072  HISTORY     - 1932     MONUMENTED       CGS
 GG0072  HISTORY     - 1960     GOOD             NGS
 GG0072  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0072  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0072
 GG0072                          STATION DESCRIPTION
 GG0072
 GG0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0072'AT SPRINGDALE.
 GG0072'AT SPRINGDALE, WASHINGTON COUNTY, AT THE ST. LOUIS-SAN FRANCISCO
 GG0072'RAILWAY STATION, IN THE BRICKWALL FACING THE TRACK, BETWEEN THE
 GG0072'TWO WINDOWS OF THE AGENTS OFFICE, AND 3 FEET ABOVE THE GROUND.
 GG0072'A STANDARD DISK, STAMPED 1329.164 SPRINGDALE 1932 AND SET
 GG0072'VERTICALLY.
 GG0072
 GG0072                          STATION RECOVERY (1987)
 GG0072
 GG0072'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0072'MARK NOT FOUND.
 GG0072
 GG0072                          STATION RECOVERY (1989)
 GG0072
 GG0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0072'THE OLD RAILROAD STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0651 ***********************************************************************
 GG0651  DESIGNATION -  SPRINGDALE
 GG0651  PID         -  GG0651
 GG0651  STATE/COUNTY-  AR/WASHINGTON
 GG0651  USGS QUAD   -  SPRINGDALE (1994)
 GG0651
 GG0651                         *CURRENT SURVEY CONTROL
 GG0651  ___________________________________________________________________
 GG0651* NAD 83(1997)-  36 09 51.26144(N)    094 09 48.12572(W)     ADJUSTED  
 GG0651* NAVD 88     -       428.7    (meters)    1406.     (feet)  VERTCON   
 GG0651  ___________________________________________________________________
 GG0651  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 GG0651  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GG0651
 GG0651  HORZ ORDER  -  FIRST
 GG0651
 GG0651.The horizontal coordinates were established by classical geodetic methods
 GG0651.and adjusted by the National Geodetic Survey in September 1999..
 GG0651
 GG0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0651
 GG0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0651
 GG0651.The geoid height was determined by GEOID03.
 GG0651
 GG0651;                    North         East     Units Scale Factor Converg.
 GG0651;SPC AR N     -   205,267.451   205,366.171   MT  0.99998707   -1 15 31.9
 GG0651;SPC AR N     -   673,448.30    673,772.18   sFT  0.99998707   -1 15 31.9
 GG0651;UTM  15      - 4,002,792.154   395,364.024   MT  0.99973490   -0 41 11.6
 GG0651
 GG0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0651!SPC AR N     -   0.99993712  x   0.99998707  =   0.99992419
 GG0651!UTM  15      -   0.99993712  x   0.99973490  =   0.99967203
 GG0651
 GG0651:                Primary Azimuth Mark                     Grid Az
 GG0651:SPC AR N     -  ROGERS GREGORY ROBINSON TANK             013 57 05.2
 GG0651:UTM  15      -  ROGERS GREGORY ROBINSON TANK             013 22 44.9
 GG0651
 GG0651|---------------------------------------------------------------------|
 GG0651| PID    Reference Object                     Distance      Geod. Az  |
 GG0651|                                                           dddmmss.s |
 GG0651| GG0592 ROGERS GREGORY ROBINSON TANK        APPROX.19.5 KM 0124133.3 |
 GG0651| GG0595 ROGERS SW GAS AND ELEC TANK         APPROX.19.2 KM 0135248.3 |
 GG0651| GG0600 LOWELL STEELE CANNING CO TANK       APPROX.10.4 KM 0160056.2 |
 GG0651| GG0650 SPRINGDALE NEW MUNICIPAL TANK       APPROX. 3.7 KM 0421128.4 |
 GG0651| GG0649 SPRINGDALE MUNICIPAL TANK           APPROX. 4.0 KM 0511213.0 |
 GG0651| GG0653 SPRINGDALE HEEKIN CO TANK           APPROX. 2.9 KM 0720558.8 |
 GG0651| GG0614 SPRINGDALE TV CABLE TALLER MST      APPROX. 6.8 KM 0721446.8 |
 GG0651| CI3265 SPRINGDALE AZ MK 2                                 0931813.8 |
 GG0651| CI3268 SPRINGDALE RM 3                      39.133 METERS 12014     |
 GG0651| CI3266 SPRINGDALE RM 1                      26.057 METERS 12332     |
 GG0651| GG0625 FAYETTEVILLE MT SEQUOYAH TANK       APPROX.11.2 KM 1723006.6 |
 GG0651| GG0631 FAYETTEVILLE US VETS HOSP STK       APPROX. 9.2 KM 1770026.8 |
 GG0651| GG0627 FAYETTEVILLE US VETS HOSP TANK      APPROX. 9.1 KM 1773535.7 |
 GG0651| GG0636 FAYETTEVILLE UNIV ARK S TOWER       APPROX.10.7 KM 1835826.0 |
 GG0651| GG0634 FAYETTEVILLE UNIV ARK N TOWER       APPROX.10.6 KM 1835942.1 |
 GG0651| CI3264 SPRINGDALE AZ MK                                   2275746.3 |
 GG0651| CI3267 SPRINGDALE RM 2                      27.445 METERS 23925     |
 GG0651| CI3269 SPRINGDALE RM 5                      25.867 METERS 27005     |
 GG0651| GG0655 SPRINGDALE RM 4                       9.137 METERS 30018     |
 GG0651| GG0603 BENTONVILLE MUN STANDPIPE           APPROX.23.4 KM 3533845.8 |
 GG0651|---------------------------------------------------------------------|
 GG0651
 GG0651                          SUPERSEDED SURVEY CONTROL
 GG0651
 GG0651  NAD 83(1997)-  36 09 51.27208(N)    094 09 48.12656(W) AD(       ) 1
 GG0651  NAD 83(1986)-  36 09 51.27126(N)    094 09 48.12630(W) AD(       ) 1
 GG0651  NAD 27      -  36 09 50.98800(N)    094 09 47.39300(W) AD(       ) 1
 GG0651  NGVD 29 (07/19/86)  428.6    (m)         1406.     (f) VERT ANG       
 GG0651
 GG0651.Superseded values are not recommended for survey control.
 GG0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0651.See file dsdata.txt to determine how the superseded data were derived.
 GG0651
 GG0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9536402792(NAD 83)
 GG0651_MARKER: DS = TRIANGULATION STATION DISK
 GG0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0651+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 GG0651
 GG0651  HISTORY     - Date     Condition        Report By
 GG0651  HISTORY     - 1935     MONUMENTED       CGS
 GG0651  HISTORY     - 1940     GOOD             CGS
 GG0651  HISTORY     - 1957     MARK NOT FOUND   CGS
 GG0651  HISTORY     - 1960     GOOD             CGS
 GG0651  HISTORY     - 1961     GOOD             CGS
 GG0651  HISTORY     - 1971     GOOD             NGS
 GG0651  HISTORY     - 1988     GOOD             USPSQD
 GG0651  HISTORY     - 20041004 GOOD             ARHD
 GG0651
 GG0651                          STATION DESCRIPTION
 GG0651
 GG0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0651'STATION IS ABOUT 2 MILES SW OF SPRINGDALE IN THE NE 1/4 SEC.
 GG0651'10, T 17 N, R 30 W, ON LAND OWNED BY A MR. HINCKLEY OF CHICAGO
 GG0651'AND IN CHARGE OF JOHN CARLEY.  THE MARK IS SET ON THE S EDGE
 GG0651'OF THE PARADISE ORCHARDS BETWEEN TWO ROWS OF APPLE TREES.
 GG0651'IT IS ON RANGE WITH THE SOUTHERNMOST LINE OF TREES WHICH
 GG0651'RUN E AND W.  THIS IS THE FIRST LINE OF TREES N OF THE ROAD.
 GG0651'THE MARK IS 31 FEET N OF THE CENTER LINE OF THE ROAD AND IS 12
 GG0651'INCHES BELOW THE SURFACE.
 GG0651'
 GG0651'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0651'BRONZE DISKS SET IN CONCRETE.
 GG0651'
 GG0651'REFERENCE MARK NO. 1 IS SE OF THE STATION ON THE S EDGE OF
 GG0651'THE RIGHT-OF-WAY, 15 FEET S OF THE CENTER LINE OF THE ROAD
 GG0651'AND PROJECTS 7 INCHES.
 GG0651'
 GG0651'REFERENCE MARK NO. 2 IS SW OF THE STATION ON THE S EDGE OF
 GG0651'THE RIGHT-OF-WAY, 17 FEET S OF THE CENTER LINE OF THE ROAD
 GG0651'AND PROJECTS 12 INCHES.
 GG0651'
 GG0651'AZIMUTH MARK IS SW OF THE STATION IN THE SW CORNER OF A FIELD.
 GG0651'IT IS 2 FEET E AND 2 FEET N OF A FENCE LINE, 15 FEET E
 GG0651'OF THE CENTER LINE OF THE ROAD AND PROJECTS 10 INCHES.
 GG0651'
 GG0651'TO REACH AZIMUTH MARK GO W 0.1 MILE THEN S 0.1 MILE TO THE
 GG0651'MARK.
 GG0651'
 GG0651'STATION IS REACHED FROM SPRINGDALE BY STATE HIGHWAY 68 W FROM
 GG0651'JUNCTION WITH U.S. HIGHWAY 71 ON THE S EDGE OF THE TOWN,
 GG0651'1.0 MILE TO SIDE ROAD TO THE S.  TURN S AND GO 0.75 MILE
 GG0651'TO A NARROW ROAD LEADING W.  HERE TURN W AND GO 0.35 MILE
 GG0651'TO TOP OF HILL AND STATION.
 GG0651'
 GG0651'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 GG0651
 GG0651                          STATION RECOVERY (1940)
 GG0651
 GG0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GG0651'STATION RECOVERED AS DESCRIBED BY C.A.S. IN 1935.  ALL MARKS
 GG0651'FOUND IN GOOD CONDITION AND MEASUREMENTS CHECK AS DESCRIBED.
 GG0651'DESCRIPTION GOOD AND ADEQUATE.
 GG0651'
 GG0651'A WHITE REFERENCE POST WAS SET 7 FEET SOUTHEAST OF THE STATION.
 GG0651
 GG0651                          STATION RECOVERY (1957)
 GG0651
 GG0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GG0651'THE STATION MARK WAS SEARCHED FOR BRIEFLY AND NOT FOUND.  THE
 GG0651'ORCHARD NO LONGER EXISTS AND THE FIELD HAS BEEN PLOWED AND
 GG0651'IS NOW UNDER CULTIVATION.  RM NO. 1 AND RM NO. 2 WERE RECOVERED
 GG0651'IN GOOD CONDITION.  THE DESCRIPTION AND TO REACH ARE ADEQUATE.
 GG0651
 GG0651                          STATION RECOVERY (1960)
 GG0651
 GG0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0651'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 GG0651'ORCHARD HAS BEEN REMOVED AND THE MARK IS NEAR THE SOUTH EDGE
 GG0651'OF A CULTIVATED FIELD.
 GG0651'
 GG0651'THE STATION MARK IS 19.2 FEET NORTH-NORTHWEST OF A TELEPHONE
 GG0651'POLE, 18.8 FEET NORTH OF A FENCE LINE AND 1 FOOT BELOW THE
 GG0651'SURFACE OF THE GROUND.  REFERENCE AND AZIMUTH MARKS ARE AS
 GG0651'DESCRIBED AND EASILY RECOVERED.
 GG0651'
 GG0651'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM SPRINGDALE
 GG0651'IS ADEQUATE.
 GG0651
 GG0651                          STATION RECOVERY (1961)
 GG0651
 GG0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0651'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE
 GG0651'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1
 GG0651'WAS DESTROYED BY ROAD GRADING.  THE DISTANCE AND DIRECTION
 GG0651'TO REFERENCE MARK 2 CHECKED.  DUE TO MANY CHANGES A COMPLETE
 GG0651'NEW TO REACH AND DESCRIPTION FOLLOWS.
 GG0651'
 GG0651'ABOUT 2 MILES SOUTHWEST OF SPRINGDALE, IN THE NE 1/4 OF SEC.
 GG0651'10- T-17-N, R-30-W, AND ON THE PROPERTY OF MR. JOHN CARLEY.
 GG0651'IT IS 33 FEET NORTH OF THE CENTERLINE OF A ROAD, 20 FEET
 GG0651'NORTHEAST OF A WITNESS POST, 18 FEET NORTH OF A FENCE AND 16 FEET
 GG0651'NORTHWEST OF A TELEPHONE POLE.  THE MONUMENT IS 14 INCHES
 GG0651'UNDERGROUND AND THE DISK IS STAMPED SPRINGDALE 1935.
 GG0651'
 GG0651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 GG0651'STATE HIGHWAY 68, IN THE SOUTH EDGE OF SPRINGDALE, GO WEST
 GG0651'ON HIGHWAY 68 FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 GG0651'AND GO SOUTH ON THE PAVED ROAD FOR 0.7 MILE TO A GRAVELED
 GG0651'CROSSROAD.  TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR
 GG0651'0.35 MILE TO THE STATION ON THE RIGHT.
 GG0651'
 GG0651'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 GG0651'GRAVELED ROAD FOR 0.15 MILE TO A GRAVELED CROSSROAD.  TURN LEFT
 GG0651'AND GO SOUTH ON THE GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH
 GG0651'MARK ON THE LEFT.
 GG0651'
 GG0651'REFERENCE MARK 2 IS 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 GG0651'AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS 10 INCHES
 GG0651'AND THE DISK IS STAMPED SPRINGDALE NO 2 1935.
 GG0651'
 GG0651'REFERENCE MARK 3 IS 29 FEET SOUTH OF THE CENTERLINE OF THE
 GG0651'ROAD AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS
 GG0651'6 INCHES AND THE DISK IS STAMPED SPRINGDALE NO 3 1935.
 GG0651'
 GG0651'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTERLINE OF THE
 GG0651'ROAD, 19 FEET SOUTH OF A POWER POLE AND 2 FEET EAST OF A
 GG0651'FENCE AND WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND
 GG0651'THE DISK IS STAMPED SPRINGDALE 1935 AZIMUTH.
 GG0651'
 GG0651'NOTE, THE AZIMUTH MARK WAS ESTABLISHED BY PRECISE METHODS.
 GG0651'
 GG0651'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0651
 GG0651                          STATION RECOVERY (1971)
 GG0651
 GG0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0651'STATION MARK, AZIMUTH MARK AND REFERENCE MARK 3 WERE RECOVERED AND
 GG0651'FOUND IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 3 CHECKED
 GG0651'WITH THE 1961 RECOVERY NOTE.  REFERENCE MARK 4, 5 AND AN AZIMUTH
 GG0651'MARK NO 2 WERE ESTABLISHED AT THIS TIME.  REFERENCE MARK 1 WAS
 GG0651'REPORTED DESTROYED IN 1961.  REFERENCE MARK 2 WAS SEARCHED FOR
 GG0651'BUT NOT FOUND.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 GG0651'DUE TO LOCATION OF STATION, REFERENCE MARK 4 WAS OCCUPIED.  DUE
 GG0651'TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 GG0651'
 GG0651'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH AND 2 MILES WEST OF
 GG0651'THE CENTER OF SPRINGDALE, 1 MILE SOUTH OF STATE HIGHWAY 68, 1/3
 GG0651'MILE WEST OF JOHNSON ROAD, IN THE NORTHEAST 1/4 OF SECTION 10. R
 GG0651'30 W., T 17 N., AND ON PROPERTY OWNED BY MR. GENE GEORGE WHO LIVES
 GG0651'ABOUT 0.25 MILE NORTHEAST OF THE STATION.  MR. GEORGES ADDRESS IS
 GG0651'2008 JOHNSON ROAD, SPRINGDALE, ARKANSAS.  HOME PHONE 751-7157,
 GG0651'OFFICE 751-4686.
 GG0651'
 GG0651'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 GG0651'HIGHWAY 68 IN THE SOUTH EDGE OF SPRINGDALE, GO WEST ON STATE HIGHWAY
 GG0651'68 FOR 1.0 MILE TO JOHNSON ROAD ON THE LEFT.  TURN LEFT AND GO
 GG0651'SOUTH ON JOHNSON ROAD FOR 0.7 MILE TO A CROSSROAD AND THE AZIMUTH
 GG0651'MARK NUMBER 2 IN THE SOUTHEAST ANGLE OF INTERSECTION AS
 GG0651'DESCRIBED.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.35 MILE
 GG0651'TO THE TOP OF HILL AND STATION ON RIGHT AS DESCRIBED.
 GG0651'
 GG0651'THE STATION MARK IS A STANDARD DISK STAMPED SPRINGDALE 1935.  THE
 GG0651'SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 GG0651'IS SET 15-INCHES BELOW THE GROUND SURFACE.  IT IS 57 FEET WEST OF
 GG0651'THE CENTER OF THE GATE, 30 FEET NORTH OF THE CENTER OF A GRAVELED
 GG0651'ROAD, 21 FEET NORTHEAST OF THE METAL WITNESS POST AND 2 FEET
 GG0651'NORTH OF THE FENCE.
 GG0651'
 GG0651'REFERENCE MARK 3, A STANDARD DISK STAMPED SPRINGDALE NO 3 1935, IS
 GG0651'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GG0651'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET EAST OF THE
 GG0651'CENTER OF DRIVEWAY, 32 FEET SOUTH OF THE CENTER OF THE GRAVELED
 GG0651'ROAD AND 3.5 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE.
 GG0651'
 GG0651'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED SPRINGDALE 1935
 GG0651'NO 4 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 GG0651'MONUMENT THAT IS SET 15-INCHES BELOW THE GROUND SURFACE.  IT IS
 GG0651'66.5 FEET NORTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, 48
 GG0651'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 35 FEET NORTHEAST OF
 GG0651'THE CENTER OF THE GATE AND 16.5 FEET NORTH OF THE FENCE.  THE
 GG0651'UNDERGROUND MARK IS A STANDARD REFERENCE DISK STAMPED
 GG0651'SPRINGDALE 1935 NO 4 1971, IS SET IN A IRREGULAR MASS OF
 GG0651'CONCRETE 40-INCHES BELOW THE GROUND SURFACE.
 GG0651'
 GG0651'REFERENCE MARK 5, A STANDARD DISK STAMPED SPRINGDALE 1935 NO 5
 GG0651'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GG0651'THAT IS SET 1-INCH BELOW THE GROUND SURFACE.  IT IS 31.5 FEET NORTH
 GG0651'OF THE CENTER OF THE GRAVELED ROAD, 27.5 FEET WEST OF THE CENTER
 GG0651'OF THE GATE AND 1 FOOT NORTH OF THE FENCE.
 GG0651'
 GG0651'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED SPRINGDALE 1935
 GG0651'AZIMUTH, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GG0651'THAT PROJECTS 7 INCHES.  IT IS 22 FEET EAST OF THE CENTER OF A
 GG0651'GRAVELED ROAD, 21.5 FEET SOUTH OF A POWER LINE POLE NUMBERED 134,
 GG0651'9.5 FEET WEST OF A WIRE FENCE AND 1.5 FEET NORTH OF A METAL
 GG0651'WITNESS POST.  (NOTICE.  THIS MARK IS NOT VISIBLE FROM THE GROUND
 GG0651'OR A 50 FOOT TOWER.)
 GG0651'
 GG0651'AZIMUTH MARK NO 2, A STANDARD DISK STAMPED SPRINGDALE 1935 NO 2
 GG0651'1971, IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 8
 GG0651'BY 8 FOOT CONCRETE COVER OVER A WATER PUMP THAT IS UNDERGROUND.  IT
 GG0651'IS 95 FEET EAST-SOUTHEAST OF THE ROAD JUNCTION, 45.5 FEET
 GG0651'EAST-NORTHEAST OF A FIRE HYDRANT AND 23 FEET SOUTH OF THE CENTER
 GG0651'OF ROAD.
 GG0651'
 GG0651'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 GG0651'ROAD 0.1 MILE TO CROSSROAD.  TURN LEFT AND GO SOUTH FOR 0.1 MILE
 GG0651'TO MARK ON LEFT.
 GG0651'
 GG0651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHWEST
 GG0651'OF SPRINGDALE.
 GG0651'
 GG0651'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 GG0651
 GG0651                          STATION RECOVERY (1988)
 GG0651
 GG0651'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0651'RECOVERED IN GOOD CONDITION.
 GG0651
 GG0651                          STATION RECOVERY (2004)
 GG0651
 GG0651'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 GG0651'STATION MARK AND AZIMUTH MARK NUMBER 2 RECOVERED IN GOOD CONDITION.
 GG0651'OTHER MARKS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0653 ***********************************************************************
 GG0653  DESIGNATION -  SPRINGDALE HEEKIN CO TANK
 GG0653  PID         -  GG0653
 GG0653  STATE/COUNTY-  AR/WASHINGTON
 GG0653  USGS QUAD   -  SPRINGDALE (1994)
 GG0653
 GG0653                         *CURRENT SURVEY CONTROL
 GG0653  ___________________________________________________________________
 GG0653* NAD 83(1997)-  36 10 19.86176(N)    094 07 58.86293(W)     ADJUSTED  
 GG0653* NAVD 88     -                                                        
 GG0653  ___________________________________________________________________
 GG0653  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GG0653  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0653
 GG0653  HORZ ORDER  -  THIRD
 GG0653
 GG0653.The horizontal coordinates were established by classical geodetic methods
 GG0653.and adjusted by the National Geodetic Survey in September 1999..
 GG0653
 GG0653
 GG0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0653
 GG0653.The geoid height was determined by GEOID03.
 GG0653
 GG0653;                    North         East     Units Scale Factor Converg.
 GG0653;SPC AR N     -   206,089.202   208,115.433   MT  0.99998848   -1 14 28.3
 GG0653;SPC AR N     -   676,144.32    682,792.05   sFT  0.99998848   -1 14 28.3
 GG0653;UTM  15      - 4,003,641.110   398,104.237   MT  0.99972793   -0 40 07.6
 GG0653
 GG0653                          SUPERSEDED SURVEY CONTROL
 GG0653
 GG0653  NAD 83(1997)-  36 10 19.87254(N)    094 07 58.86359(W) AD(       ) 4
 GG0653  NAD 83(1986)-  36 10 19.87171(N)    094 07 58.86332(W) AD(       ) 4
 GG0653  NAD 27      -  36 10 19.58841(N)    094 07 58.13701(W) AD(       ) 3
 GG0653
 GG0653.Superseded values are not recommended for survey control.
 GG0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0653.See file dsdata.txt to determine how the superseded data were derived.
 GG0653
 GG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9810403641(NAD 83)
 GG0653_MARKER: 53 = ELEVATED TANK
 GG0653
 GG0653  HISTORY     - Date     Condition        Report By
 GG0653  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0653  HISTORY     - 1971     GOOD             NGS
 GG0653  HISTORY     - 1973     GOOD             NGS
 GG0653  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0653
 GG0653                          STATION DESCRIPTION
 GG0653
 GG0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0653'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED AT
 GG0653'1202 SOUTH CRUTCHER IN THE SOUTH PART OF SPRINGDALE.  IT
 GG0653'IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH THE
 GG0653'LEGEND THE HEEKIN CAN CO.  ESTABLISHED 1901 SPRINGDALE ARKANSAS
 GG0653'IN BLACK LETTERS ON THE EAST AND WEST SIDES.  THE OVERALL
 GG0653'HEIGHT IS 135 FEET.
 GG0653
 GG0653                          STATION RECOVERY (1971)
 GG0653
 GG0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0653'THE STATION, SPRINGDALE HEEKIN CAN CO WATER TANK 1961, WAS RECOVERED
 GG0653'AS DESCRIBED BY B. R. BERSON IN 1961.
 GG0653
 GG0653                          STATION RECOVERY (1973)
 GG0653
 GG0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 GG0653'THE STATION, SPRINGDALE HEEKIN CAN CO WATER TANK 1961, WAS RECOVERED
 GG0653'IN GOOD CONDITION AS DESCRIBED.
 GG0653
 GG0653                          STATION RECOVERY (1988)
 GG0653
 GG0653'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0616 ***********************************************************************
 GG0616  DESIGNATION -  SPRINGDALE MUN STANDPIPE
 GG0616  PID         -  GG0616
 GG0616  STATE/COUNTY-  AR/WASHINGTON
 GG0616  USGS QUAD   -  SONORA (1994)
 GG0616
 GG0616                         *CURRENT SURVEY CONTROL
 GG0616  ___________________________________________________________________
 GG0616* NAD 83(1997)-  36 12 09.65774(N)    094 06 09.62239(W)     ADJUSTED  
 GG0616* NAVD 88     -                                                        
 GG0616  ___________________________________________________________________
 GG0616  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GG0616  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0616
 GG0616  HORZ ORDER  -  THIRD
 GG0616
 GG0616.The horizontal coordinates were established by classical geodetic methods
 GG0616.and adjusted by the National Geodetic Survey in September 1999..
 GG0616
 GG0616
 GG0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0616
 GG0616.The geoid height was determined by GEOID03.
 GG0616
 GG0616;                    North         East     Units Scale Factor Converg.
 GG0616;SPC AR N     -   209,413.918   210,917.055   MT  0.99999408   -1 13 24.8
 GG0616;SPC AR N     -   687,052.16    691,983.70   sFT  0.99999408   -1 13 24.8
 GG0616;UTM  15      - 4,006,992.749   400,871.772   MT  0.99972107   -0 39 04.8
 GG0616
 GG0616                          SUPERSEDED SURVEY CONTROL
 GG0616
 GG0616  NAD 83(1997)-  36 12 09.66869(N)    094 06 09.62317(W) AD(       ) 4
 GG0616  NAD 83(1986)-  36 12 09.66775(N)    094 06 09.62307(W) AD(       ) 4
 GG0616  NAD 27      -  36 12 09.38703(N)    094 06 08.89768(W) AD(       ) 3
 GG0616
 GG0616.Superseded values are not recommended for survey control.
 GG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0616.See file dsdata.txt to determine how the superseded data were derived.
 GG0616
 GG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0087206993(NAD 83)
 GG0616_MARKER: 52 = STANDPIPE TANK
 GG0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0616+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 GG0616
 GG0616  HISTORY     - Date     Condition        Report By
 GG0616  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0616  HISTORY     - 1988     GOOD             USPSQD
 GG0616  HISTORY     - 19990515 GOOD             USPSQD
 GG0616  HISTORY     - 20050525 GOOD             GEOCAC
 GG0616
 GG0616                          STATION DESCRIPTION
 GG0616
 GG0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0616'THE STATION, SPRINGDALE MUNICIPAL STANDPIPE, IS THE CENTER OF THE TOP
 GG0616'OF A 112 FOOT TALL STANDPIPE OWNED BY THE CITY OF SPRINGDALE.
 GG0616'
 GG0616'THE STATION IS LOCATED ABOUT 2 MILES EAST OF U.S. HIGHWAY 71, 1 MILE
 GG0616'NORTH OF STATE HIGHWAY 68 N AND IN THE SOUTHEAST 1/4 OF SECTION 30,
 GG0616'T. 18 N., R. 29 W.
 GG0616'
 GG0616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 GG0616'HIGHWAY 68 N IN SPRINGDALE, GO EAST ON HIGHWAY 68 N (WEST EMMA
 GG0616'AVENUE), FOR 1.5 MILES TO A SIDE ROAD LEFT, NORTH MISSOURI ROAD.
 GG0616'TURN LEFT AND GO NORTH ON NORTH MISSOURI ROAD FOR 1.65 MILES TO OLD
 GG0616'WIRE ROAD. BEAR RIGHT AND GO NORTHEAST ON OLD WIRE ROAD FOR 0.25
 GG0616'MILE TO A SIDE ROAD RIGHT, DODD AVENUE. TURN RIGHT AND GO EASTERLY
 GG0616'ON DODD AVENUE FOR 0.75 MILE TO A GATE DIRECTLY AHEAD AT THE
 GG0616'POINT WHERE DODD AVENUE TURNS LEFT. PASS THROUGH THE GATE AND GO
 GG0616'SOUTHERLY ON A TRACK ROAD FOR 0.25 MILE TO THE STATION WITHIN A
 GG0616'FENCED AREA.
 GG0616
 GG0616                          STATION RECOVERY (1988)
 GG0616
 GG0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0616'RECOVERED IN GOOD CONDITION.
 GG0616
 GG0616                          STATION RECOVERY (1999)
 GG0616
 GG0616'RECOVERY NOTE BY US POWER SQUADRON 1999
 GG0616'RECOVERED IN GOOD CONDITION.
 GG0616
 GG0616                          STATION RECOVERY (2005)
 GG0616
 GG0616'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0616'MARK IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0649 ***********************************************************************
 GG0649  DESIGNATION -  SPRINGDALE MUNICIPAL TANK
 GG0649  PID         -  GG0649
 GG0649  STATE/COUNTY-  AR/WASHINGTON
 GG0649  USGS QUAD   -  SPRINGDALE (1994)
 GG0649
 GG0649                         *CURRENT SURVEY CONTROL
 GG0649  ___________________________________________________________________
 GG0649* NAD 83(1997)-  36 11 13.39768(N)    094 07 42.06096(W)     ADJUSTED  
 GG0649* NAVD 88     -                                                        
 GG0649  ___________________________________________________________________
 GG0649  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 GG0649  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0649
 GG0649  HORZ ORDER  -  THIRD
 GG0649
 GG0649.The horizontal coordinates were established by classical geodetic methods
 GG0649.and adjusted by the National Geodetic Survey in September 1999..
 GG0649
 GG0649
 GG0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0649
 GG0649.The geoid height was determined by GEOID03.
 GG0649
 GG0649;                    North         East     Units Scale Factor Converg.
 GG0649;SPC AR N     -   207,729.845   208,570.892   MT  0.99999118   -1 14 18.5
 GG0649;SPC AR N     -   681,527.00    684,286.33   sFT  0.99999118   -1 14 18.5
 GG0649;UTM  15      - 4,005,285.788   398,543.170   MT  0.99972683   -0 39 58.5
 GG0649
 GG0649                          SUPERSEDED SURVEY CONTROL
 GG0649
 GG0649  NAD 83(1997)-  36 11 13.40886(N)    094 07 42.06146(W) AD(       ) 4
 GG0649  NAD 83(1986)-  36 11 13.40807(N)    094 07 42.06107(W) AD(       ) 4
 GG0649  NAD 27      -  36 11 13.12600(N)    094 07 41.33400(W) AD(       ) 3
 GG0649
 GG0649.Superseded values are not recommended for survey control.
 GG0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0649.See file dsdata.txt to determine how the superseded data were derived.
 GG0649
 GG0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9854305286(NAD 83)
 GG0649_MARKER: 53 = ELEVATED TANK
 GG0649
 GG0649  HISTORY     - Date     Condition        Report By
 GG0649  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0649  HISTORY     - 1940     GOOD             CGS
 GG0649  HISTORY     - 1957     GOOD             CGS
 GG0649  HISTORY     - 1961     GOOD             CGS
 GG0649  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0649
 GG0649                          STATION DESCRIPTION
 GG0649
 GG0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0649'THIS INTERSECTION STATION IS THE CENTER OF THE SPRINGDALE
 GG0649'MUNICIPAL WATER TANK.  IT IS A TALL STEEL TANK WITH ROUND
 GG0649'BOTTOM AND CONICAL TOP AND HAS A BALL AT THE CENTER OF THE
 GG0649'TOP.  IT IS SUPPORTED BY FOUR LEGS.  THE LEGS ARE PAINTED
 GG0649'BLACK AND THE BOWL IS PAINTED SILVER.  THE TANK IS ABOUT
 GG0649'115 FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN 1921.
 GG0649'THE TANK IS NEAR THE NE CORNER OF THE CITY PARK, ABOUT 45
 GG0649'FEET W OF THE DIRT STREET ON THE E SIDE OF THE PARK, ABOUT
 GG0649'200 FEET E OF THE FRISCO RAILROAD TRACK, AND ABOUT 150 FEET
 GG0649'S OF THE DIRT STREET ON THE N SIDE OF THE PARK.  THE CITY
 GG0649'PARK IS BETWEEN THE FIRST AND SECOND STREETS N OF THE MAIN
 GG0649'STREET OF TOWN.
 GG0649
 GG0649                          STATION RECOVERY (1940)
 GG0649
 GG0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GG0649'STATION IS LOCATED IN THE E PART OF THE TOWN OF SPRINGDALE
 GG0649'2 BLOCKS N OF THE MAIN STREET.  IT IS 50 FEET S OF CENTER
 GG0649'STREET AND THE OPPOSITE SIDE OF RESIDENCE NO. 227.
 GG0649'
 GG0649'IT IS 142 FEET IN HEIGHT.  THE TANK PROPER IS PAINTED SILVER.
 GG0649'IT IS SUPPORTED BY FOUR STEEL TRUSSWORK LEGS THAT ARE PAINTED
 GG0649'BLACK.  THERE IS AN 8-INCH STEEL BALL AT THE APEX OF THE TANK
 GG0649'PROPER.
 GG0649
 GG0649                          STATION RECOVERY (1957)
 GG0649
 GG0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GG0649'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0649
 GG0649                          STATION RECOVERY (1961)
 GG0649
 GG0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0649'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTIONS
 GG0649'ARE ADEQUATE.
 GG0649
 GG0649                          STATION RECOVERY (1988)
 GG0649
 GG0649'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0650 ***********************************************************************
 GG0650  DESIGNATION -  SPRINGDALE NEW MUNICIPAL TANK
 GG0650  PID         -  GG0650
 GG0650  STATE/COUNTY-  AR/WASHINGTON
 GG0650  USGS QUAD   -  SPRINGDALE (1994)
 GG0650
 GG0650                         *CURRENT SURVEY CONTROL
 GG0650  ___________________________________________________________________
 GG0650* NAD 83(1997)-  36 11 20.82176(N)    094 08 07.96267(W)     ADJUSTED  
 GG0650* NAVD 88     -                                                        
 GG0650  ___________________________________________________________________
 GG0650  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GG0650  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0650
 GG0650  HORZ ORDER  -  THIRD
 GG0650
 GG0650.The horizontal coordinates were established by classical geodetic methods
 GG0650.and adjusted by the National Geodetic Survey in September 1999..
 GG0650
 GG0650
 GG0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0650
 GG0650.The geoid height was determined by GEOID03.
 GG0650
 GG0650;                    North         East     Units Scale Factor Converg.
 GG0650;SPC AR N     -   207,972.633   207,928.827   MT  0.99999156   -1 14 33.6
 GG0650;SPC AR N     -   682,323.55    682,179.83   sFT  0.99999156   -1 14 33.6
 GG0650;UTM  15      - 4,005,522.090   397,898.883   MT  0.99972844   -0 40 14.0
 GG0650
 GG0650                          SUPERSEDED SURVEY CONTROL
 GG0650
 GG0650  NAD 83(1997)-  36 11 20.83260(N)    094 08 07.96352(W) AD(       ) 4
 GG0650  NAD 83(1986)-  36 11 20.83189(N)    094 08 07.96304(W) AD(       ) 4
 GG0650  NAD 27      -  36 11 20.55100(N)    094 08 07.23300(W) AD(       ) 3
 GG0650
 GG0650.Superseded values are not recommended for survey control.
 GG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0650.See file dsdata.txt to determine how the superseded data were derived.
 GG0650
 GG0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9789905522(NAD 83)
 GG0650_MARKER: 53 = ELEVATED TANK
 GG0650
 GG0650  HISTORY     - Date     Condition        Report By
 GG0650  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0650  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0650
 GG0650                          STATION DESCRIPTION
 GG0650
 GG0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0650'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 GG0650'IN THE NORTH PART OF SPRINGDALE.  IT IS A TEN LEGGED STEEL
 GG0650'STRUCTURE PAINTED SILVER WITH THE LEGEND SPRINGDALE THE
 GG0650'MAIN STREET TO NORTHWEST ARKANSAS IN BLACK LETTERS ON THE NORTH
 GG0650'AND SOUTH SIDES.  THE OVERALL HEIGHT IS 139 FEET.
 GG0650
 GG0650                          STATION RECOVERY (1988)
 GG0650
 GG0650'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0612 ***********************************************************************
 GG0612  DESIGNATION -  SPRINGDALE PRICE MTN N MAST
 GG0612  PID         -  GG0612
 GG0612  STATE/COUNTY-  AR/WASHINGTON
 GG0612  USGS QUAD   -  SONORA (1994)
 GG0612
 GG0612                         *CURRENT SURVEY CONTROL
 GG0612  ___________________________________________________________________
 GG0612* NAD 83(1997)-  36 10 08.47742(N)    094 04 37.00109(W)     ADJUSTED  
 GG0612* NAVD 88     -                                                        
 GG0612  ___________________________________________________________________
 GG0612  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 GG0612  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0612
 GG0612  HORZ ORDER  -  THIRD
 GG0612
 GG0612.The horizontal coordinates were established by classical geodetic methods
 GG0612.and adjusted by the National Geodetic Survey in September 1999..
 GG0612
 GG0612
 GG0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0612
 GG0612.The geoid height was determined by GEOID03.
 GG0612
 GG0612;                    North         East     Units Scale Factor Converg.
 GG0612;SPC AR N     -   205,630.549   213,151.533   MT  0.99998792   -1 12 30.9
 GG0612;SPC AR N     -   674,639.56    699,314.65   sFT  0.99998792   -1 12 30.9
 GG0612;UTM  15      - 4,003,232.924   403,143.326   MT  0.99971559   -0 38 08.3
 GG0612
 GG0612                          SUPERSEDED SURVEY CONTROL
 GG0612
 GG0612  NAD 83(1997)-  36 10 08.48838(N)    094 04 37.00179(W) AD(       ) 4
 GG0612  NAD 83(1986)-  36 10 08.48760(N)    094 04 37.00157(W) AD(       ) 4
 GG0612  NAD 27      -  36 10 08.20395(N)    094 04 36.27841(W) AD(       ) 3
 GG0612
 GG0612.Superseded values are not recommended for survey control.
 GG0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0612.See file dsdata.txt to determine how the superseded data were derived.
 GG0612
 GG0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0314303233(NAD 83)
 GG0612_MARKER: 42 = RADIO/TV MAST
 GG0612
 GG0612  HISTORY     - Date     Condition        Report By
 GG0612  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0612  HISTORY     - 1988     GOOD             USPSQD
 GG0612  HISTORY     - 19990515 GOOD             USPSQD
 GG0612
 GG0612                          STATION DESCRIPTION
 GG0612
 GG0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0612'THE STATION, SPRINGDALE RADIO MAST KKA 402, IS THE LIGHT ATOP A 220
 GG0612'FOOT TALL, TRIANGULAR STEEL, GUYED MAST, THAT IS THE NORTHERLY MOST
 GG0612'ONE OF TWO MASTS ON THE HIGHEST POINT OF PRICE MOUNTAIN. IT IS
 GG0612'OWNED BY THE MOBILE PHONE SERVICE COMPANY OF TULSA, OKLAHOMA. THE
 GG0612'TELEPHONE NUMBER OF THE SPRINGDALE BRANCH OF THE COMPANY IS
 GG0612'443-4561, THE FORT SMITH NUMBER IS 782-0125.
 GG0612'
 GG0612'THE STATION IS LOCATED ABOUT 3 MILES EAST OF SPRINGDALE, 1/2 MILE
 GG0612'NORTH OF STATE HIGHWAY 68, ON PRICE MOUNTAIN AND IN THE NORTHEAST
 GG0612'1/4 OF SECTION 4, T. 17 N., R. 29 W.
 GG0612'
 GG0612'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 GG0612'HIGHWAY 68 IN SPRINGDALE, GO EAST ON HIGHWAY 68 FOR 3.65 MILES TO A
 GG0612'SIDE ROAD RIGHT AND A FORK ON THE LEFT. TURN LEFT AND GO EASTERLY,
 GG0612'THEN NORTHERLY ON A GRADED ROAD FOR 1.1 MILES TO TRIANGULATION
 GG0612'STATION PRICE 1940 ON THE RIGHT AND A HOUSE ON THE RIGHT AND CHICKEN
 GG0612'BROODERS ON THE LEFT. CONTINUE NORTH ON A TRACK ROAD FOR 0.1 MILE TO
 GG0612'THE STATION.
 GG0612
 GG0612                          STATION RECOVERY (1988)
 GG0612
 GG0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0612'RECOVERED IN GOOD CONDITION.
 GG0612
 GG0612                          STATION RECOVERY (1999)
 GG0612
 GG0612'RECOVERY NOTE BY US POWER SQUADRON 1999
 GG0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0652 ***********************************************************************
 GG0652  DESIGNATION -  SPRINGDALE RALSTON PURINA TANK
 GG0652  PID         -  GG0652
 GG0652  STATE/COUNTY-  AR/WASHINGTON
 GG0652  USGS QUAD   -  SPRINGDALE (1994)
 GG0652
 GG0652                         *CURRENT SURVEY CONTROL
 GG0652  ___________________________________________________________________
 GG0652* NAD 83(1997)-  36 09 59.28973(N)    094 08 18.13309(W)     ADJUSTED  
 GG0652* NAVD 88     -                                                        
 GG0652  ___________________________________________________________________
 GG0652  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 GG0652  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GG0652
 GG0652  HORZ ORDER  -  THIRD
 GG0652
 GG0652.The horizontal coordinates were established by classical geodetic methods
 GG0652.and adjusted by the National Geodetic Survey in September 1999..
 GG0652
 GG0652
 GG0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0652
 GG0652.The geoid height was determined by GEOID03.
 GG0652
 GG0652;                    North         East     Units Scale Factor Converg.
 GG0652;SPC AR N     -   205,465.716   207,620.204   MT  0.99998747   -1 14 39.5
 GG0652;SPC AR N     -   674,098.77    681,167.29   sFT  0.99998747   -1 14 39.5
 GG0652;UTM  15      - 4,003,012.870   397,615.389   MT  0.99972916   -0 40 18.7
 GG0652
 GG0652                          SUPERSEDED SURVEY CONTROL
 GG0652
 GG0652  NAD 83(1997)-  36 09 59.30043(N)    094 08 18.13385(W) AD(       ) 4
 GG0652  NAD 83(1986)-  36 09 59.29970(N)    094 08 18.13340(W) AD(       ) 4
 GG0652  NAD 27      -  36 09 59.01600(N)    094 08 17.40300(W) AD(       ) 3
 GG0652
 GG0652.Superseded values are not recommended for survey control.
 GG0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0652.See file dsdata.txt to determine how the superseded data were derived.
 GG0652
 GG0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9761503013(NAD 83)
 GG0652_MARKER: 53 = ELEVATED TANK
 GG0652
 GG0652  HISTORY     - Date     Condition        Report By
 GG0652  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0652  HISTORY     - 1973     GOOD             NGS
 GG0652  HISTORY     - 1988     GOOD             USPSQD
 GG0652
 GG0652                          STATION DESCRIPTION
 GG0652
 GG0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0652'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 GG0652'IN THE SOUTH PART OF SPRINGDALE.  IT IS A FOUR LEGGED STEEL
 GG0652'STRUCTURE.  THE TANK IS PAINTED IN RED AND WHITE CHECKS AND THE
 GG0652'SUPPORTING STRUCTURE IS PAINTED GREY.  THE TANK HAS THE LEGEND
 GG0652'PURINA IN WHITE LETTERS ON THE EAST AND WEST SIDE.  THE OVERALL
 GG0652'HEIGHT IS 135 FEET.
 GG0652
 GG0652                          STATION RECOVERY (1973)
 GG0652
 GG0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 GG0652'THE STATION, SPRINGDALE RALSTON PURINA COMPANY WATER TANK 1961, WAS
 GG0652'RECOVERED IN GOOD CONDITION.
 GG0652'
 GG0652'THE TANK IS LOCATED 0.1 MILE EAST OF THE JUNCTION OF U. S. HIGHWAY
 GG0652'71 AND THE STATE HIGHWAY 68 IN THE SOUTH SECTION OF SPRINGDALE.  IT
 GG0652'IS 186 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK OFFICE
 GG0652'BUILDING, 292 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 68 AND 52
 GG0652'FEET NORTHWEST OF NORTHWEST CORNER OF MAINTENANCE SHOP.  ALL
 GG0652'MEASUREMENTS WERE MADE TO THE CENTER OF THE CENTER RISER.
 GG0652'
 GG0652'THE TANK IS SUPPORTED BY FOUR ROUND LEGS WITH A LADDER ON THE SOUTH
 GG0652'LEG.  IT IS PAINTED GREY WITH THE CYLINDRICAL SECTION, RED AND WHITE
 GG0652'CHECKED.  IT HAS A CENTER RISER THREE FEET IN DIAMETER WITH AN
 GG0652'EIGHT FEET BY EIGHT FEET CONCRETE BLOCK BUILDING ON THE NORTH SIDE
 GG0652'OF THE RISER AND HAS AN OVERALL HEIGHT OF 135 FEET.
 GG0652
 GG0652                          STATION RECOVERY (1988)
 GG0652
 GG0652'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0655 ***********************************************************************
 GG0655  DESIGNATION -  SPRINGDALE RM 4
 GG0655  PID         -  GG0655
 GG0655  STATE/COUNTY-  AR/WASHINGTON
 GG0655  USGS QUAD   -  SPRINGDALE (1994)
 GG0655
 GG0655                         *CURRENT SURVEY CONTROL
 GG0655  ___________________________________________________________________
 GG0655* NAD 83(1997)-  36 09 51.41101(N)    094 09 48.44135(W)     ADJUSTED  
 GG0655* NAVD 88     -       428.6    (meters)    1406.     (feet)  VERTCON   
 GG0655  ___________________________________________________________________
 GG0655  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 GG0655  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GG0655
 GG0655  HORZ ORDER  -  FIRST
 GG0655
 GG0655.The horizontal coordinates were established by classical geodetic methods
 GG0655.and adjusted by the National Geodetic Survey in September 1999..
 GG0655
 GG0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0655
 GG0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0655
 GG0655.The geoid height was determined by GEOID03.
 GG0655
 GG0655;                    North         East     Units Scale Factor Converg.
 GG0655;SPC AR N     -   205,272.233   205,358.386   MT  0.99998708   -1 15 32.1
 GG0655;SPC AR N     -   673,463.98    673,746.64   sFT  0.99998708   -1 15 32.1
 GG0655;UTM  15      - 4,002,796.857   395,356.193   MT  0.99973492   -0 41 11.8
 GG0655
 GG0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0655!SPC AR N     -   0.99993713  x   0.99998708  =   0.99992421
 GG0655!UTM  15      -   0.99993713  x   0.99973492  =   0.99967207
 GG0655
 GG0655:                Primary Azimuth Mark                     Grid Az
 GG0655:SPC AR N     -  SPRINGDALE AZ MK 2                       094 57 14.5
 GG0655:UTM  15      -  SPRINGDALE AZ MK 2                       094 22 54.2
 GG0655
 GG0655|---------------------------------------------------------------------|
 GG0655| PID    Reference Object                     Distance      Geod. Az  |
 GG0655|                                                           dddmmss.s |
 GG0655| CI3265 SPRINGDALE AZ MK 2                                 0934142.4 |
 GG0655| CI3268 SPRINGDALE RM 3                      48.268 METERS 12016     |
 GG0655| GG0651 SPRINGDALE                            9.137 METERS 12018     |
 GG0655| CI3269 SPRINGDALE RM 5                      18.551 METERS 25544     |
 GG0655|---------------------------------------------------------------------|
 GG0655
 GG0655                          SUPERSEDED SURVEY CONTROL
 GG0655
 GG0655  NAD 83(1997)-  36 09 51.42165(N)    094 09 48.44219(W) AD(       ) 1
 GG0655  NAD 83(1986)-  36 09 51.42080(N)    094 09 48.44187(W) AD(       ) 1
 GG0655  NAD 27      -  36 09 51.13758(N)    094 09 47.70862(W) AD(       ) 1
 GG0655  NGVD 29 (07/19/86)  428.5    (m)         1406.     (f) VERT ANG       
 GG0655
 GG0655.Superseded values are not recommended for survey control.
 GG0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0655.See file dsdata.txt to determine how the superseded data were derived.
 GG0655
 GG0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9535602797(NAD 83)
 GG0655_MARKER: DR = REFERENCE MARK DISK
 GG0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0655+STABILITY: SURFACE MOTION
 GG0655
 GG0655  HISTORY     - Date     Condition        Report By
 GG0655  HISTORY     - 1971     MONUMENTED       NGS
 GG0655
 GG0655                          STATION DESCRIPTION
 GG0655
 GG0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0655'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH AND 2 MILES WEST OF
 GG0655'THE CENTER OF SPRINGDALE, 1 MILE SOUTH OF STATE HIGHWAY 68, 1/3
 GG0655'MILE WEST OF JOHNSON ROAD, IN THE NORTHEAST 1/4 OF SECTION 10, R
 GG0655'30 W., T 17 N., AND ON PROPERTY OWNED BY MR. GENE GEORGE WHO LIVES
 GG0655'ABOUT 0.25 MILE NORTHEAST OF THE STATION.  MR. GEORGES ADDRESS IS
 GG0655'2008 JOHNSON ROAD, SPRINGDALE, ARKANSAS.  HOME PHONE 751-7157,
 GG0655'OFFICE 751-4686.
 GG0655'
 GG0655'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 GG0655'HIGHWAY 68 IN THE SOUTH EDGE OF SPRINGDALE, GO WEST ON STATE HIGHWAY
 GG0655'68 FOR 1.0 MILE TO JOHNSON ROAD ON THE LEFT.  TURN LEFT AND GO
 GG0655'SOUTH ON JOHNSON ROAD FOR 0.7 MILE TO A CROSSROAD AND THE AZIMUTH
 GG0655'MARK 2 IN THE SOUTHEAST ANGLE OF INTERSECTION AS DESCRIBED.  TURN
 GG0655'RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.35 MILE TO A GATE ON RIGHT
 GG0655'AND STATION.
 GG0655'
 GG0655'STATION MARKS ARE STANDARD REFERENCE DISKS STAMPED SPRINGDALE 1935
 GG0655'NO 4 1971.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 GG0655'CYLINDRICAL CONCRETE MONUMENT THAT IS SET 15-INCHES BELOW THE
 GG0655'GROUND SURFACE.  IT IS 66.5 FEET NORTHEAST OF A POWER LINE POLE
 GG0655'WITH A TRANSFORMER, 48 FEET NORTH OF THE CENTER OF A GRAVELED
 GG0655'ROAD, 35 FEET NORTHEAST OF THE CENTER OF GATE AND 16.5 FEET NORTH
 GG0655'OF THE FENCE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 GG0655'IRREGULAR MASS OF CONCRETE 40-INCHES BELOW THE GROUND
 GG0655'SURFACE.
 GG0655'
 GG0655'REFERENCE MARK 3, A STANDARD DISK STAMPED SPRINGDALE NO 3 1935, IS
 GG0655'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GG0655'ABOUT 3-INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET EAST OF THE
 GG0655'CENTER OF A DRIVEWAY, 32 FEET SOUTH OF THE CENTER OF THE GRAVELED
 GG0655'ROAD, 3.5 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE AND ABOUT 4
 GG0655'FEET LOWER IN ELEVATION THAN THE STATION.
 GG0655'
 GG0655'REFERENCE MARK 5, A STANDARD DISK STAMPED SPRINGDALE 1935 NO 5 1971,
 GG0655'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GG0655'SET 1-INCH BELOW THE GROUND SURFACE.  IT IS 31.5 FEET NORTH OF THE
 GG0655'CENTER OF THE GRAVELED ROAD, 27.5 FEET WEST OF THE CENTER OF THE
 GG0655'GATE, 1 FOOT NORTH OF THE FENCE AND IS ABOUT 1 FOOT HIGHER IN
 GG0655'ELEVATION THAN THE STATION.
 GG0655'
 GG0655'STATION SPRINGDALE, A STANDARD DISK STAMPED SPRINGDALE 1935, IS SET
 GG0655'IN THE TOP OF A SQUARE CONCRETE POST THAT IS SET 15-INCHES BELOW THE
 GG0655'GROUND SURFACE.  IT IS 57 FEET WEST OF THE CENTER OF THE GATE, 30
 GG0655'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 21 FEET NORTHEAST
 GG0655'OF THE METAL WITNESS POST, 2 FEET NORTH OF THE FENCE AND THE SAME
 GG0655'ELEVATION AS THE STATION.
 GG0655'
 GG0655'AZIMUTH MARK NO 2, A STANDARD DISK STAMPED SPRINGDALE 1935 NO 2 1971,
 GG0655'IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN 8 BY 8
 GG0655'FOOT CONCRETE ROOF OF AN UNDERGROUND BUILDING.  IT IS 95 FEET
 GG0655'EAST-SOUTHEAST OF THE ROAD JUNCTION, 45.5 FEET EAST-NORTHEAST OF A
 GG0655'FIRE HYDRANT AND 23 FEET SOUTH OF THE CENTER OF THE ROAD.
 GG0655'
 GG0655'HEIGHT OF LIGHT ABOVE STATION MARK 18.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0654 ***********************************************************************
 GG0654  DESIGNATION -  SPRINGDALE SW MUN TANK
 GG0654  PID         -  GG0654
 GG0654  STATE/COUNTY-  AR/WASHINGTON
 GG0654  USGS QUAD   -  SPRINGDALE (1994)
 GG0654
 GG0654                         *CURRENT SURVEY CONTROL
 GG0654  ___________________________________________________________________
 GG0654* NAD 83(1997)-  36 10 17.36976(N)    094 09 05.32715(W)     ADJUSTED  
 GG0654* NAVD 88     -                                                        
 GG0654  ___________________________________________________________________
 GG0654  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GG0654  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0654
 GG0654  HORZ ORDER  -  THIRD
 GG0654
 GG0654.The horizontal coordinates were established by classical geodetic methods
 GG0654.and adjusted by the National Geodetic Survey in September 1999..
 GG0654
 GG0654
 GG0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0654
 GG0654.The geoid height was determined by GEOID03.
 GG0654
 GG0654;                    North         East     Units Scale Factor Converg.
 GG0654;SPC AR N     -   206,048.545   206,453.166   MT  0.99998836   -1 15 07.0
 GG0654;SPC AR N     -   676,010.93    677,338.43   sFT  0.99998836   -1 15 07.0
 GG0654;UTM  15      - 4,003,583.865   396,442.888   MT  0.99973213   -0 40 46.8
 GG0654
 GG0654                          SUPERSEDED SURVEY CONTROL
 GG0654
 GG0654  NAD 83(1997)-  36 10 17.38060(N)    094 09 05.32773(W) AD(       ) 4
 GG0654  NAD 83(1986)-  36 10 17.37964(N)    094 09 05.32776(W) AD(       ) 4
 GG0654  NAD 27      -  36 10 17.09669(N)    094 09 04.59619(W) AD(       ) 3
 GG0654
 GG0654.Superseded values are not recommended for survey control.
 GG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0654.See file dsdata.txt to determine how the superseded data were derived.
 GG0654
 GG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9644303584(NAD 83)
 GG0654_MARKER: 53 = ELEVATED TANK
 GG0654
 GG0654  HISTORY     - Date     Condition        Report By
 GG0654  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0654  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0654
 GG0654                          STATION DESCRIPTION
 GG0654
 GG0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0654'THE STATION, SPRINGDALE MUNICIPAL SW TANK, IS THE FINIAL OF A 120
 GG0654'FOOT TALL, DOUBLE-ELLIPSOIDAL WATER TANK, THAT IS SUPPORTED BY 4
 GG0654'LEGS. IT IS LOCATED IN THE NORTH PART OF SPRINGDALE ABOUT 1 MILE
 GG0654'WEST OF U.S.  HIGHWAY 71 AND JUST SOUTH OF STATE HIGHWAY 68.
 GG0654
 GG0654                          STATION RECOVERY (1988)
 GG0654
 GG0654'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0614 ***********************************************************************
 GG0614  DESIGNATION -  SPRINGDALE TV CABLE TALLER MST
 GG0614  PID         -  GG0614
 GG0614  STATE/COUNTY-  AR/WASHINGTON
 GG0614  USGS QUAD   -  SONORA (1994)
 GG0614
 GG0614                         *CURRENT SURVEY CONTROL
 GG0614  ___________________________________________________________________
 GG0614* NAD 83(1997)-  36 10 58.38358(N)    094 05 29.22479(W)     ADJUSTED  
 GG0614* NAVD 88     -                                                        
 GG0614  ___________________________________________________________________
 GG0614  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GG0614  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GG0614
 GG0614  HORZ ORDER  -  THIRD
 GG0614
 GG0614.The horizontal coordinates were established by classical geodetic methods
 GG0614.and adjusted by the National Geodetic Survey in September 1999..
 GG0614
 GG0614
 GG0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0614
 GG0614.The geoid height was determined by GEOID03.
 GG0614
 GG0614;                    North         East     Units Scale Factor Converg.
 GG0614;SPC AR N     -   207,196.060   211,879.342   MT  0.99999042   -1 13 01.2
 GG0614;SPC AR N     -   679,775.74    695,140.81   sFT  0.99999042   -1 13 01.2
 GG0614;UTM  15      - 4,004,785.217   401,855.899   MT  0.99971868   -0 38 39.9
 GG0614
 GG0614                          SUPERSEDED SURVEY CONTROL
 GG0614
 GG0614  NAD 83(1997)-  36 10 58.39448(N)    094 05 29.22550(W) AD(       ) 4
 GG0614  NAD 83(1986)-  36 10 58.39368(N)    094 05 29.22536(W) AD(       ) 4
 GG0614  NAD 27      -  36 10 58.11152(N)    094 05 28.50133(W) AD(       ) 3
 GG0614
 GG0614.Superseded values are not recommended for survey control.
 GG0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0614.See file dsdata.txt to determine how the superseded data were derived.
 GG0614
 GG0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0185604785(NAD 83)
 GG0614_MARKER: 42 = RADIO/TV MAST
 GG0614
 GG0614  HISTORY     - Date     Condition        Report By
 GG0614  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0614  HISTORY     - 1988     GOOD             USPSQD
 GG0614  HISTORY     - 19990515 GOOD             USPSQD
 GG0614  HISTORY     - 20050525 GOOD             GEOCAC
 GG0614
 GG0614                          STATION DESCRIPTION
 GG0614
 GG0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0614'THE STATION, SPRINGDALE CABLE VISION MAST, IS THE LIGHT ATOP A 160
 GG0614'FOOT TALL, TRIANGULAR STEEL, GUYED MAST THAT HAS SEVERAL ANTENNAS
 GG0614'MOUNTED ON IT. IT IS THE TALLER ONE OF TWO MASTS ON A PROMINENT
 GG0614'HILL AND IS ABOUT 50 YARDS WEST OF A STANDPIPE. TV CABLE SYSTEM OF
 GG0614'SPRINGDALE, 704 WEST MEADOW, TELEPHONE 751-2000, OWNS THE
 GG0614'STATION.
 GG0614'
 GG0614'IT IS LOCATED ABOUT 3 MILES EAST OF U.S. HIGHWAY 71, 1-1/4 MILES
 GG0614'NORTH OF STATE HIGHWAY 68 AND IN THE SOUTHEAST 1/4 OF SECTION 32 T.
 GG0614'18 N.  R. 29 W.
 GG0614'
 GG0614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 GG0614'HIGHWAY 68 IN SPRINGDALE, GO EAST ON HIGHWAY 68 FOR 2.75 MILES TO A
 GG0614'CROSSROAD. TURN RIGHT AND GO NORTH ON STATE HIGHWAY 68 N FOR 1.2
 GG0614'MILES TO A REVERSE FORK ON THE RIGHT. TURN SHARP RIGHT AND GO
 GG0614'SOUTHEAST, THEN BEARING AROUND TO THE NORTH FOR 0.45 MILE TO A
 GG0614'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A TRACK ROAD FOR 0.1
 GG0614'MILE TO THE STATION.
 GG0614
 GG0614                          STATION RECOVERY (1988)
 GG0614
 GG0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0614'RECOVERED IN GOOD CONDITION.
 GG0614
 GG0614                          STATION RECOVERY (1999)
 GG0614
 GG0614'RECOVERY NOTE BY US POWER SQUADRON 1999
 GG0614'RECOVERED IN GOOD CONDITION.
 GG0614
 GG0614                          STATION RECOVERY (2005)
 GG0614
 GG0614'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GG0614'MARK IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0613 ***********************************************************************
 GG0613  DESIGNATION -  SPRINGDALE WHITE RIVER SPIPE
 GG0613  PID         -  GG0613
 GG0613  STATE/COUNTY-  AR/WASHINGTON
 GG0613  USGS QUAD   -  SONORA (1994)
 GG0613
 GG0613                         *CURRENT SURVEY CONTROL
 GG0613  ___________________________________________________________________
 GG0613* NAD 83(1997)-  36 10 58.63791(N)    094 05 27.21514(W)     ADJUSTED  
 GG0613* NAVD 88     -                                                        
 GG0613  ___________________________________________________________________
 GG0613  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 GG0613  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GG0613
 GG0613  HORZ ORDER  -  THIRD
 GG0613
 GG0613.The horizontal coordinates were established by classical geodetic methods
 GG0613.and adjusted by the National Geodetic Survey in September 1999..
 GG0613
 GG0613
 GG0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0613
 GG0613.The geoid height was determined by GEOID03.
 GG0613
 GG0613;                    North         East     Units Scale Factor Converg.
 GG0613;SPC AR N     -   207,202.831   211,929.712   MT  0.99999043   -1 13 00.1
 GG0613;SPC AR N     -   679,797.95    695,306.06   sFT  0.99999043   -1 13 00.1
 GG0613;UTM  15      - 4,004,792.489   401,906.186   MT  0.99971856   -0 38 38.7
 GG0613
 GG0613                          SUPERSEDED SURVEY CONTROL
 GG0613
 GG0613  NAD 83(1997)-  36 10 58.64882(N)    094 05 27.21583(W) AD(       ) 4
 GG0613  NAD 83(1986)-  36 10 58.64801(N)    094 05 27.21572(W) AD(       ) 4
 GG0613  NAD 27      -  36 10 58.36624(N)    094 05 26.49200(W) AD(       ) 3
 GG0613
 GG0613.Superseded values are not recommended for survey control.
 GG0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0613.See file dsdata.txt to determine how the superseded data were derived.
 GG0613
 GG0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0190604792(NAD 83)
 GG0613_MARKER: 52 = STANDPIPE TANK
 GG0613
 GG0613  HISTORY     - Date     Condition        Report By
 GG0613  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0613  HISTORY     - 1988     GOOD             USPSQD
 GG0613  HISTORY     - 19990515 GOOD             USPSQD
 GG0613
 GG0613                          STATION DESCRIPTION
 GG0613
 GG0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0613'THE STATION, SPRINGDALE WHITE RIVER STANDPIPE, IS THE CENTER OF THE
 GG0613'FILLER CAP ATOP A 64 FOOT TALL STANDPIPE THAT HAS BEEN CONSTRUCTED
 GG0613'IN 1971. IT IS OWNED BY THE WHITE RIVER RURAL WATER ASSOCIATION
 GG0613'WATER DISTRIBUTION SYSTEM.
 GG0613'
 GG0613'THE STATION IS LOCATED ABOUT 3 MILES EAST OF U.S. HIGHWAY 71, 1-1/4
 GG0613'MILES NORTH OF STATE HIGHWAY 68 AND IN THE SOUTHEAST 1/4 OF SECTION
 GG0613'32, T. 18 N., R. 29 W.
 GG0613'
 GG0613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 GG0613'HIGHWAY 68 IN SPRINGDALE, GO EAST ON HIGHWAY 68 FOR 2.75 MILES TO A
 GG0613'CROSSROAD. TURN RIGHT AND GO NORTH ON STATE HIGHWAY 68 N FOR 1.2
 GG0613'MILES TO A REVERSE FORK ON THE RIGHT. TURN RIGHT AND GO SOUTHEAST,
 GG0613'THEN BEARING AROUND TO THE NORTH, FOR 0.45 MILE TO A SIDE ROAD
 GG0613'RIGHT. TURN RIGHT AND GO EAST ON A TRACK ROAD FOR 0.1 MILE TO TWO
 GG0613'MASTS AND THE STATION ABOUT 50 YARDS EAST OF THE MASTS.
 GG0613
 GG0613                          STATION RECOVERY (1988)
 GG0613
 GG0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0613'RECOVERED IN GOOD CONDITION.
 GG0613
 GG0613                          STATION RECOVERY (1999)
 GG0613
 GG0613'RECOVERY NOTE BY US POWER SQUADRON 1999
 GG0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1731 ***********************************************************************
 FG1731  DESIGNATION -  SPRINGFIELD
 FG1731  PID         -  FG1731
 FG1731  STATE/COUNTY-  AR/CONWAY
 FG1731  USGS QUAD   -  SPRINGFIELD (1990)
 FG1731
 FG1731                         *CURRENT SURVEY CONTROL
 FG1731  ___________________________________________________________________
 FG1731* NAD 83(1997)-  35 16 11.03953(N)    092 32 20.98008(W)     ADJUSTED  
 FG1731* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 FG1731  ___________________________________________________________________
 FG1731  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 FG1731  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FG1731
 FG1731  HORZ ORDER  -  FIRST
 FG1731
 FG1731.The horizontal coordinates were established by classical geodetic methods
 FG1731.and adjusted by the National Geodetic Survey in September 1999..
 FG1731
 FG1731.The orthometric height was scaled from a topographic map.
 FG1731
 FG1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1731
 FG1731.The geoid height was determined by GEOID03.
 FG1731
 FG1731;                    North         East     Units Scale Factor Converg.
 FG1731;SPC AR N     -   104,019.757   350,945.681   MT  0.99995091   -0 18 49.5
 FG1731;SPC AR N     -   341,271.49  1,151,394.29   sFT  0.99995091   -0 18 49.5
 FG1731;UTM  15      - 3,903,053.450   541,913.998   MT  0.99962165   +0 15 58.0
 FG1731
 FG1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1731!SPC AR N     -   0.99997775  x   0.99995091  =   0.99992866
 FG1731!UTM  15      -   0.99997775  x   0.99962165  =   0.99959941
 FG1731
 FG1731|---------------------------------------------------------------------|
 FG1731| PID    Reference Object                     Distance      Geod. Az  |
 FG1731|                                                           dddmmss.s |
 FG1731| CI3271 SPRINGFIELD RM 1                     11.670 METERS 20533     |
 FG1731| CI3270 SPRINGFIELD AZ MK 2                                2624517.1 |
 FG1731| FG0373 SPRINGFIELD AZ MK                                  2633844.9 |
 FG1731| CI3272 SPRINGFIELD RM 2                      8.097 METERS 30943     |
 FG1731|---------------------------------------------------------------------|
 FG1731
 FG1731                          SUPERSEDED SURVEY CONTROL
 FG1731
 FG1731  NAD 83(1986)-  35 16 11.05649(N)    092 32 20.97303(W) AD(       ) 1
 FG1731  NAD 27      -  35 16 10.76700(N)    092 32 20.40100(W) AD(       ) 1
 FG1731
 FG1731.Superseded values are not recommended for survey control.
 FG1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1731.See file dsdata.txt to determine how the superseded data were derived.
 FG1731
 FG1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4191403053(NAD 83)
 FG1731_MARKER: DS = TRIANGULATION STATION DISK
 FG1731_SETTING: 80 = SET IN A BOULDER
 FG1731_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1731
 FG1731  HISTORY     - Date     Condition        Report By
 FG1731  HISTORY     - 1940     MONUMENTED       CGS
 FG1731  HISTORY     - 1954     GOOD             CGS
 FG1731  HISTORY     - 1962     GOOD             CGS
 FG1731  HISTORY     - 1966     GOOD             CGS
 FG1731  HISTORY     - 1967     GOOD             CGS
 FG1731
 FG1731                          STATION DESCRIPTION
 FG1731
 FG1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1731'STATION IS LOCATED ABOUT 1 MILE E OF THE TOWN OF SPRINGFIELD,
 FG1731'ON THE WESTERN END OF A TIMBERED RIDGE, ON PROPERTY OF THE
 FG1731'SMITH ESTATE, ABOUT 0.3 MILE S OF MR. SMITHS RANCH.
 FG1731'
 FG1731'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 FG1731'DRILL HOLES IN BOULDERS.
 FG1731'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FG1731'
 FG1731'STATION MARK IS STAMPED SPRINGFIELD 1940, AND IS 20 FEET
 FG1731'N OF A 20-INCH OAK TREE, 40 FEET E OF THE W EDGE OF THE RIDGE.
 FG1731'
 FG1731'REFERENCE MARK NO.1 IS STAMPED SPRINGFIELD NO.1 1940.
 FG1731'MARK SET FLUSH WITH THE GROUND, IS 2 FEET W OF A 6-INCH PINE
 FG1731'TREE AND IS ABOUT 6 FEET LOWER THAN THE STATION.
 FG1731'
 FG1731'REFERENCE MARK NO. 2 IS STAMPED SPRINGFIELD NO. 2 1940.  MARK
 FG1731'IS SET FLUSH WITH THE GROUND.  IT IS 8 FEET W OF A 12-INCH OAK
 FG1731'TREE AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 FG1731'
 FG1731'THE AZIMUTH MARK IS STAMPED SPRINGFIELD 1940.  IT PROJECTS
 FG1731'6 INCHES AND IS 0.1 MILE E OF STATE HIGHWAY 92, 3 FEET E
 FG1731'OF A WHITE REFERENCE POST, 18 FEET N OF THE CENTER OF THE
 FG1731'MAIN GRAVEL ROAD AND 1.5 FEET N OF A BARBED WIRE FENCE.
 FG1731'
 FG1731'TO REACH STATION FROM THE TWO MAIN STORES IN THE TOWN OF
 FG1731'SPRINGFIELD, GO N ON STATE HIGHWAY 92 FOR 0.3 MILE TO A
 FG1731'GRAVEL ROAD TO THE RIGHT (E), TURN RIGHT AND GO 0.1 MILE
 FG1731'TO THE AZIMUTH MARK ON THE LEFT (N) SIDE OF THE ROAD, CONTINUE
 FG1731'ON MAIN GRAVEL ROAD 0.65 MILE TO MR. SMITHS RANCH ON THE
 FG1731'LEFT AND A WIRE GATE ON THE RIGHT (S) SIDE OF THE ROAD, TURN
 FG1731'RIGHT PASSING THROUGH GATE AND GO S ACROSS FIELD 0.1 MILE
 FG1731'TO BANK OF SMALL STREAM AND END OF TRUCK TRAVEL, FROM HERE
 FG1731'PACK ACROSS STREAM AND GO E UP HILL ABOUT 300 YARDS TO THE
 FG1731'HIGHEST POINT OF RIDGE AND STATION.
 FG1731
 FG1731                          STATION RECOVERY (1954)
 FG1731
 FG1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1731'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FG1731'AZIMUTH MARK IS VERY CLOSE TO THE EDGE OF THE ROAD, AND
 FG1731'MAY POSSIBLY BE LOST IN THE NEAR FUTURE, THE ROAD NOW BEING A
 FG1731'STATE HIGHWAY.
 FG1731'
 FG1731'THE DESCRIPTION WAS FOUND ADEQUATE WITH BUT ONE SLIGHT CHANGE
 FG1731'AS NOTED, THE GRAVEL ROAD MENTIONED IN THE DESCRIPTIONS
 FG1731'IS NOW STATE ROUTE 124.
 FG1731'
 FG1731'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1731
 FG1731                          STATION RECOVERY (1962)
 FG1731
 FG1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1731'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FG1731'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 FG1731'CONDITION.
 FG1731'
 FG1731'THE DISTANCE TO REFERENCE MARK NO. 1 MISSED THE 1940 DISTANCE
 FG1731'.040 METER AND THE DIRECTION TO THE MARK MISSED THE 1940
 FG1731'DIRECTION 7 MINUTES 38 SECONDS.  THE DISTANCE AND DIRECTION
 FG1731'TO REFERENCE MARK NO. 2 WERE VERIFIED.  THE DIRECTION TO
 FG1731'THE AZIMUTH MARK WAS VERIFIED.
 FG1731'
 FG1731'FOLLOWING IS A COMPLETE DESCRIPTION-
 FG1731'
 FG1731'THE STATION IS 1 MILE EAST OF SPRINGFIELD, ON THE WEST END
 FG1731'OF A TIMBERED RIDGE AND ON PROPERTY OWNED BY MR. EDWIN SMITH.
 FG1731'
 FG1731'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGFIELD,
 FG1731'GO NORTHERLY ON STATE HIGHWAY 92 FOR 0.2 MILE TO THE JUNCTION
 FG1731'OF STATE HIGHWAY 124.  TURN RIGHT AND GO EAST ON HIGHWAY
 FG1731'124 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FG1731'EASTERLY ON HIGHWAY 124 FOR 0.75 MILE TO A DRIVEWAY ON THE
 FG1731'LEFT AND A GATE ON THE RIGHT AT ENTRANCE TO A FIELD.  TURN
 FG1731'RIGHT, PASSING THROUGH THE GATE AND GO SOUTHERLY ACROSS
 FG1731'THE FIELD FOR 0.05 MILE TO THE SOUTHWEST CORNER OF THE FIELD
 FG1731'AND A TRACK ROAD LEADING INTO WOODS.  FOLLOW THE TRACK ROAD,
 FG1731'UPHILL, EAST, NORTH AND WEST FOR 0.45 MILE TO THE HIGHEST
 FG1731'POINT ON THE RIDGE AND THE STATION.
 FG1731'
 FG1731'STATION MARK, A STANDARD DISK STAMPED SPRINFIELD 1940, IS
 FG1731'CEMENTED IN A DRILL HOLE IN A 5-INCH BY 10-INCH BOULDER
 FG1731'WHICH PROJECTS 1 INCH.  IT IS 30 FEET WEST OF A 10-INCH OAK
 FG1731'TREE AND 5.5 FEET NORTH OF A METAL WITNESS POST.
 FG1731'
 FG1731'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SPRINGFIELD
 FG1731'NO 1 1940, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 FG1731'PROJECTS 5 INCHES.  IT IS ON THE SOUTHWEST SLOPE OF THE
 FG1731'RIDGE AND ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.
 FG1731'
 FG1731'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SPRINGFIELD
 FG1731'NO 2 1940, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 FG1731'PROJECTS 2 INCHES.  IT IS ON THE NORTHWEST SLOPE OF THE
 FG1731'RIDGE AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 FG1731'
 FG1731'AZIMUTH MARK, A STANDARD DISK STAMPED SPRINGFIELD 1940,
 FG1731'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FG1731'IT IS 52 FEET WEST OF A POWER POLE, 22 FEET NORTH OF THE
 FG1731'CENTER OF HIGHWAY 124 AND 1.5 FEET EAST OF A METAL WITNESS
 FG1731'POST.
 FG1731'
 FG1731'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 FG1731'
 FG1731'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FG1731
 FG1731                          STATION RECOVERY (1966)
 FG1731
 FG1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 FG1731'THE STATION WAS VISITED 7-13-66 AND THE STATION , REFERENCE
 FG1731'MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FG1731'CONDITION.  THE AZIMUTH MARK WAS MOVED AT THIS DATE DUE
 FG1731'TO ROAD CONSTRUCTION.  THE DISTANCE TO BOTH MARKS CHECKED ,
 FG1731'HOWEVER THE ANGLE TO R.M. NO. 1 FAILED TO CHECK BY 3.5 MINUTES
 FG1731'WITH THE 1962 ANGLE.  A NEW DESCRIPTION FOLLOWS-
 FG1731'
 FG1731'THE STATION IS ABOUT 1 MILE EAST OF SPRINGFIELD, 0.2 MILE
 FG1731'SE OF THE HIGHWAY 124, ON A TIMBERED RIDGE, OWNED BY EDWIN SMITH,
 FG1731'30 FEET EAST OF THE WEST END OF THE RIDGE, 30 FEET WEST OF
 FG1731'A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE,
 FG1731'12 FEET NORTH OF A DOUBLE OAK TREE WITH THE SMALER TREE
 FG1731'ON THE NORTH SIDE, 5.5 FEET NORTH OF A MET L WITNESS POST.
 FG1731'IT IS A STANDARD DISK, STAMPED SPRINGFIELD 1940, SET IN A
 FG1731'DRILL HOLE IN A 5BY 10 INCH BOULDER, PROJECTING 1 INCH.
 FG1731'
 FG1731'REFERENCE MARK NO. 1 IS 38.29 FEET SW OF THE STATION.  IT
 FG1731'IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING
 FG1731'3 INCHES.  IT IS ON THE SOUTHWEST SLOPE OF THE HILL ABOUT
 FG1731'6 FEET LOWER THAN THE STATION.  IT IS STAMPED SPRINGFIELD
 FG1731'NO 1 1940.
 FG1731'
 FG1731'REFERENCE MARK NO. 2 IS 26.56 FEET NW OF THE STATION.  IT
 FG1731'IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING
 FG1731'ABOUT 2 INCHES ABOUT 3 FEET LOWER THEN THE STATION.  IT IS
 FG1731'STAMPED SPRINGFIELD NO 2 1940.
 FG1731'
 FG1731'THE AZIMUTH MARK IS 0.75 MILE WEST OF THE STATION, AT THE
 FG1731'NORTH EDGE OF A CULTIVATED FIELD, ABOUT 150 FEET EAST OF THE
 FG1731'NW CORNER OF THE FIELD, 40 FEET S OF THE CENTER OF THE ROAD,
 FG1731'80 FEET SSE OF THE POWER POLE NORTH OF THE ROAD, 1 FOOT
 FG1731'N. OF A FENCE LINE, 1 FOOT W. OF A METAL WITNESS POST, AND
 FG1731'0.1 MILE EAST OF THE POST OFFICE IN SPRINGFIELD.  IT IS
 FG1731'A STANDARD DISK STAMPED SPRINGFIELD 1940 AZ 2 1966, PROJECTING
 FG1731'4 INCHES.
 FG1731'
 FG1731'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGFIELD
 FG1731'GO NORTHERLY ON STATE HIGHWAY 92 FOR 0.2 MILE TO THE JUNCTION
 FG1731'WITH STATE HIGHWAY 124, TURN RIGHT ON STATE HIGHWAY 124
 FG1731'AND GO 0.1 MILE TO THE TOP OF THE GRADE AND THE AZIMUTH MARK
 FG1731'ON THE RIGHT, CONTINUE EAST FOR 0.75 MILE TO A DRIVEWAY
 FG1731'LEFT TO EDWIN SMITHS HOUSE AND A WIRE GATE ON THE RIGHT,
 FG1731'TURN RIGHT PASSING THROUGH THE WIRE GATE AND GO 0.1 MILE TO
 FG1731'THE SOUTHWEST CORNER OF THE PASTURE AND TRACK ROAD LEADING
 FG1731'INTO THE WOODS, FOLLOW TRACK ROAD , EAST,NORTH AND WEST FOR
 FG1731'0.45 MILE TO THE STATION ON THE HIGHEST POINT OF THE RIDGE.
 FG1731'
 FG1731'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.0 MILE E.
 FG1731'OF SPRINGFIELD.
 FG1731
 FG1731                          STATION RECOVERY (1967)
 FG1731
 FG1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1731'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FG1731'THE 1966 DESCRIPTION BY A.K. HANSEN IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0812 ***********************************************************************
 EK0812  DESIGNATION -  SQUARE
 EK0812  PID         -  EK0812
 EK0812  STATE/COUNTY-  AR/SCOTT
 EK0812  USGS QUAD   -  WALDRON (1983)
 EK0812
 EK0812                         *CURRENT SURVEY CONTROL
 EK0812  ___________________________________________________________________
 EK0812* NAD 83(1997)-  34 56 19.65946(N)    094 05 49.42750(W)     ADJUSTED  
 EK0812* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 EK0812  ___________________________________________________________________
 EK0812  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 EK0812  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 EK0812
 EK0812  HORZ ORDER  -  FIRST
 EK0812
 EK0812.The horizontal coordinates were established by classical geodetic methods
 EK0812.and adjusted by the National Geodetic Survey in September 1999..
 EK0812
 EK0812.The orthometric height was scaled from a topographic map.
 EK0812
 EK0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0812
 EK0812.The geoid height was determined by GEOID03.
 EK0812
 EK0812;                    North         East     Units Scale Factor Converg.
 EK0812;SPC AR N     -    69,211.329   208,435.188   MT  0.99999893   -1 13 13.0
 EK0812;SPC AR N     -   227,070.84    683,841.11   sFT  0.99999893   -1 13 13.0
 EK0812;UTM  15      - 3,866,804.961   399,814.558   MT  0.99972370   -0 37 42.0
 EK0812
 EK0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0812!SPC AR N     -   0.99997089  x   0.99999893  =   0.99996982
 EK0812!UTM  15      -   0.99997089  x   0.99972370  =   0.99969460
 EK0812
 EK0812|---------------------------------------------------------------------|
 EK0812| PID    Reference Object                     Distance      Geod. Az  |
 EK0812|                                                           dddmmss.s |
 EK0812| CX6314 SQUARE RM 1                          18.172 METERS 23409     |
 EK0812| CX6313 SQUARE AZ MK                                       2852510.4 |
 EK0812| CX6315 SQUARE RM 2                          18.120 METERS 31236     |
 EK0812|---------------------------------------------------------------------|
 EK0812
 EK0812                          SUPERSEDED SURVEY CONTROL
 EK0812
 EK0812  NAD 83(1997)-  34 56 19.66565(N)    094 05 49.42745(W) AD(       ) 1
 EK0812  NAD 83(1986)-  34 56 19.66592(N)    094 05 49.42180(W) AD(       ) 1
 EK0812  NAD 27      -  34 56 19.31300(N)    094 05 48.68700(W) AD(       ) 1
 EK0812
 EK0812.Superseded values are not recommended for survey control.
 EK0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0812.See file dsdata.txt to determine how the superseded data were derived.
 EK0812
 EK0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9981566805(NAD 83)
 EK0812_MARKER: DS = TRIANGULATION STATION DISK
 EK0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0812
 EK0812  HISTORY     - Date     Condition        Report By
 EK0812  HISTORY     - 1952     MONUMENTED       CGS
 EK0812  HISTORY     - 1959     GOOD             CGS
 EK0812  HISTORY     - 1971     GOOD             NGS
 EK0812
 EK0812                          STATION DESCRIPTION
 EK0812
 EK0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0812'STATION IS LOCATED ABOUT 3 MILES N OF WALDRON AND JUST S
 EK0812'OF A FARM HOUSE.  IT IS 43 FEET N OF A BARN LOT FENCE, 32
 EK0812'FEET S OF A YARD FENCE AND 4 FEET W OF A GARDEN FENCE.  THE
 EK0812'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 EK0812'IS STAMPED SQUARE 1952.
 EK0812'
 EK0812'R.M. 1 IS 23 FEET SE OF A 12 INCH ELM TREE AND 1 FOOT N OF
 EK0812'A FENCE.  THE MARK PROJECTS 4 INCHES AND DISK IS STAMPED
 EK0812'SQUARE NO 1 1952.
 EK0812'
 EK0812'R.M. 2 IS 52 FEET W OF GARDEN FENCE AND 4 FEET SW OF A YARD
 EK0812'FENCE CORNER.  MARK PROJECTS 1 INCH AND DISK IS STAMPED
 EK0812'SQUARE NO 2 1952.
 EK0812'
 EK0812'AZIMUTH MARK IS 15 FEET E OF CENTER OF DIRT ROAD, 3 FEET E
 EK0812'OF A FENCE AND 1 FOOT N OF A WITNESS POST.  MARK PROJECTS
 EK0812'4 INCHES AND DISK IS STAMPED SQUARE 1952.
 EK0812'
 EK0812'TO REACH STATION FROM WALDRON, FROM E SIDE OF COURTHOUSE, GO
 EK0812'N ON U.S. HWY 71 FOR 2.85 MILES TO A SIDE ROAD RIGHT.  TURN
 EK0812'RIGHT AND E FOR 0.05 MILE TO AZIMUTH MARK ON RIGHT, CONTINUE
 EK0812'E FOR 0.25 MILE TO WOODEN GATE ON RIGHT.  TURN RIGHT, PASS
 EK0812'THROUGH GATE AND GO S UP HILL AND PASS TO W SIDE OF FARM
 EK0812'HOUSE FOR 0.1 MILE TO STATION AS DESCRIBED.
 EK0812'
 EK0812'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0812
 EK0812                          STATION RECOVERY (1959)
 EK0812
 EK0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0812'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0812'CONDITION.  R.M. NO. 2 WAS FOUND TO BE 4 FEET SOUTHEAST OF
 EK0812'THE SOUTHWEST CORNER OF THE FENCE YARD.  THE AZIMUTH MARK
 EK0812'IS ABOUT 100 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 EK0812'OF A HIGHWAY BRIDGE.
 EK0812'
 EK0812'THE SIDE ROAD LEADING TO THE STATION IS 3.0 MILES NORTH OF
 EK0812'THE COURT HOUSE IN WALDRON AND THE AZIMUTH MARK IS EAST-SOUTHEAST
 EK0812'OF THE BRIDE AT THE SIDE ROAD.
 EK0812
 EK0812                          STATION RECOVERY (1971)
 EK0812
 EK0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EK0812'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 EK0812'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE TO
 EK0812'REACH THE STATION WAS FOUND ADEQUATE.
 EK0812'
 EK0812'STATION MARK IS 82.5 FEET WEST OF THE WEST SIDE OF MRS J.A. SMITH
 EK0812'HOUSE, 69.5 FEET SOUTH OF THE PROPERTY LINE FENCE, 32 FEET WEST OF A
 EK0812'GARDEN FENCE POST, 5 FEET WEST-NORTHWEST OF GARDEN FENCE, AND IS 1
 EK0812'INCH BELOW THE SURFACE OF THE GROUND.
 EK0812'
 EK0812'REFERENCE MARK NO. 1 IS IN A FLOWER BED.
 EK0812'
 EK0812'REFERENCE MARK NO. 2 IS 23 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 EK0812'FENCED YARD.
 EK0812'
 EK0812'A METAL WITNESS POST WAS SET 1.5 FEET SOUTHEAST OF THE AZIMUTH
 EK0812'MARK.
 EK0812'
 EK0812'NOTE--PERSONNEL BE SURE AND CHECK WITH THE PROPERTY OWNER BEFORE
 EK0812'USEING THIS STATION.
 EK0812'
 EK0812'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NORTH
 EK0812'OF WALDRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9450 ***********************************************************************
 DG9450  DESIGNATION -  SRC A
 DG9450  PID         -  DG9450
 DG9450  STATE/COUNTY-  AR/WHITE
 DG9450  USGS QUAD   -  KENSETT (1994)
 DG9450
 DG9450                         *CURRENT SURVEY CONTROL
 DG9450  ___________________________________________________________________
 DG9450* NAD 83(1997)-  35 12 29.85150(N)    091 44 08.81360(W)     ADJUSTED  
 DG9450* NAVD 88     -        77.3    (meters)     254.     (feet)  GPS OBS   
 DG9450  ___________________________________________________________________
 DG9450  X           -    -158,030.796 (meters)                     COMP
 DG9450  Y           -  -5,214,784.887 (meters)                     COMP
 DG9450  Z           -   3,656,800.923 (meters)                     COMP
 DG9450  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DG9450  ELLIP HEIGHT-          49.99  (meters)          (03/25/05) GPS OBS
 DG9450  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DG9450
 DG9450  HORZ ORDER  -  B
 DG9450  ELLP ORDER  -  FOURTH    CLASS I
 DG9450
 DG9450.The horizontal coordinates were established by GPS observations
 DG9450.and adjusted by the WOOLPERT CONSULTANTS in March 2005..
 DG9450
 DG9450.The orthometric height was determined by GPS observations and a
 DG9450.high-resolution geoid model.
 DG9450
 DG9450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9450
 DG9450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9450
 DG9450.The ellipsoidal height was determined by GPS observations
 DG9450.and is referenced to NAD 83.
 DG9450
 DG9450.The geoid height was determined by GEOID03.
 DG9450
 DG9450;                    North         East     Units Scale Factor Converg.
 DG9450;SPC AR N     -    97,101.461   424,057.682   MT  0.99995733   +0 09 13.5
 DG9450;SPC AR N     -   318,573.71  1,391,262.58   sFT  0.99995733   +0 09 13.5
 DG9450;UTM  15      - 3,896,874.274   615,072.084   MT  0.99976319   +0 43 44.3
 DG9450
 DG9450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9450!SPC AR N     -   0.99999215  x   0.99995733  =   0.99994948
 DG9450!UTM  15      -   0.99999215  x   0.99976319  =   0.99975535
 DG9450
 DG9450                          SUPERSEDED SURVEY CONTROL
 DG9450
 DG9450.No superseded survey control is available for this station.
 DG9450
 DG9450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1507296874(NAD 83)
 DG9450_MARKER: I = METAL ROD
 DG9450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG9450_STAMPING: SRC A 2004
 DG9450_PROJECTION: FLUSH
 DG9450_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9450+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 DG9450_ROD/PIPE-DEPTH: 14.6 meters
 DG9450_SLEEVE-DEPTH  : 1 meters
 DG9450
 DG9450  HISTORY     - Date     Condition        Report By
 DG9450  HISTORY     - 20041115 MONUMENTED       WOOLPT
 DG9450
 DG9450                          STATION DESCRIPTION
 DG9450
 DG9450'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9450'THE STATION IS LOCATED APPROXIMATELY 4.0 MI WEST-SOUTHWEST OF THE
 DG9450'COMMUNITY OF KENSETT, 2.6 MI SOUTH OF THE CITY OF SEARCY, AND 1.8
 DG9450'NORTHWEST OF THE COMMUNITY OF HIGGINSON. APPROXIMATELY MID-FIELD OF
 DG9450'THE SEARCY MUNICIPAL AIRPORT, SOUTHEAST OF THE RUNWAY AND PARALLEL
 DG9450'TAXIWAY. OWNERSHIP--SEARCY MUNICIPAL AIRPORT, 2609 SOUTH MAIN STREET,
 DG9450'SEARCY, AR 72143, AIRPORT MANAGER IS BRETT LUND - 501.279.1081.
 DG9450' 
 DG9450'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 64 WITH US
 DG9450'HIGHWAY 67 (MAIN STREET), APPROXIMATELY 3.25 MI SOUTH OF THE CITY OF
 DG9450'SEARCY, GO NORTH 0.6 MI ON MAIN STREET TO THE TERMINAL AND MAIN
 DG9450'ENTRANCE ON THE LEFT, TURN LEFT AND GO WEST 100 FT TO THE MAIN GATE,
 DG9450'PROCEED WEST THROUGH THE GATE 0.10 MI CROSSING THE TARMAC TO TAXIWAY
 DG9450'ALPHA, TURN LEFT AND GO SOUTH 0.3 MI ON TAXI ALPHA TO THE STATION ON
 DG9450'THE LEFT. THE STATION IS A PUNCH-MARK ON THE TOP OF A 5/16-INCH
 DG9450'DIAMETER STAINLESS STEEL ROD DRIVEN TO A REFUSAL DEPTH OF 14.6
 DG9450'METERS, STABILIZED INSIDE A NON-TOXIC GREASE FILLED 1-METER LONG FIN
 DG9450'SLEEVE, ALL ENCASED INSIDE A 5-INCH DIAMETER PVC PIPE FITTED WITH A
 DG9450'STANDARD ALUMINUM LOGO CAP STAMPED --SRC A 2004-- ALL SURROUNDED BY A
 DG9450'16-INCH DIAMETER CONCRETE COLLAR SET FLUSH WITH GROUND.
 DG9450' 
 DG9450'THE STATION IS APPROXIMATELY 74.7 M (245.1 FT) WEST-SOUTHWEST OF THE
 DG9450'WEST EDGE OF TAXI WAY ALPHA, 10.0 M (32.8 FT) NORTHWEST OF THE
 DG9450'PERIMETER FENCE BETWEEN THE AIRFIELD AND THE NATIONAL GUARD PARKING
 DG9450'LOT, 83.1 M (272.5 FT) SOUTH-SOUTHWEST OF A CORNER POST IN THE
 DG9450'PERIMETER FENCE, AND 43.47 M (142.6 FT) NORTH-NORTHWEST OF A FENCE
 DG9450'POST AT A BEND IN THE FENCE NEAR AN AUXILIARY ENTRY POINT IN THE
 DG9450'PERIMETER FENCE LINE.
 DG9450' 
 DG9450'NOTE--ACCESS TO DATUM POINT IS GAINED THROUGH THE 5-INCH LOGO CAP.
 DG9450' 
 DG9450'NOTE2--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 DG9450'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9451 ***********************************************************************
 DG9451  DESIGNATION -  SRC B
 DG9451  PID         -  DG9451
 DG9451  STATE/COUNTY-  AR/WHITE
 DG9451  USGS QUAD   -  KENSETT (1994)
 DG9451
 DG9451                         *CURRENT SURVEY CONTROL
 DG9451  ___________________________________________________________________
 DG9451* NAD 83(1997)-  35 13 08.75478(N)    091 44 03.68169(W)     ADJUSTED  
 DG9451* NAVD 88     -        78.7    (meters)     258.     (feet)  GPS OBS   
 DG9451  ___________________________________________________________________
 DG9451  X           -    -157,880.161 (meters)                     COMP
 DG9451  Y           -  -5,214,098.901 (meters)                     COMP
 DG9451  Z           -   3,657,781.234 (meters)                     COMP
 DG9451  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DG9451  ELLIP HEIGHT-          51.34  (meters)          (03/25/05) GPS OBS
 DG9451  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DG9451
 DG9451  HORZ ORDER  -  FIRST
 DG9451  ELLP ORDER  -  FOURTH    CLASS I
 DG9451
 DG9451.The horizontal coordinates were established by GPS observations
 DG9451.and adjusted by the WOOLPERT CONSULTANTS in March 2005..
 DG9451
 DG9451.The orthometric height was determined by GPS observations and a
 DG9451.high-resolution geoid model.
 DG9451
 DG9451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9451
 DG9451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9451
 DG9451.The ellipsoidal height was determined by GPS observations
 DG9451.and is referenced to NAD 83.
 DG9451
 DG9451.The geoid height was determined by GEOID03.
 DG9451
 DG9451;                    North         East     Units Scale Factor Converg.
 DG9451;SPC AR N     -    98,300.672   424,184.245   MT  0.99995612   +0 09 16.5
 DG9451;SPC AR N     -   322,508.12  1,391,677.81   sFT  0.99995612   +0 09 16.5
 DG9451;UTM  15      - 3,898,074.464   615,186.577   MT  0.99976351   +0 43 47.9
 DG9451
 DG9451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9451!SPC AR N     -   0.99999194  x   0.99995612  =   0.99994806
 DG9451!UTM  15      -   0.99999194  x   0.99976351  =   0.99975545
 DG9451
 DG9451                          SUPERSEDED SURVEY CONTROL
 DG9451
 DG9451.No superseded survey control is available for this station.
 DG9451
 DG9451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1518798074(NAD 83)
 DG9451_MARKER: DD = SURVEY DISK
 DG9451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9451_STAMPING: SRC B 2004
 DG9451_MARK LOGO: WOOLPT
 DG9451_PROJECTION: FLUSH
 DG9451_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9451+STABILITY: SURFACE MOTION
 DG9451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9451+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 DG9451
 DG9451  HISTORY     - Date     Condition        Report By
 DG9451  HISTORY     - 20041115 MONUMENTED       WOOLPT
 DG9451
 DG9451                          STATION DESCRIPTION
 DG9451
 DG9451'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9451'THE STATION IS LOCATED APPROXIMATELY 3.8 MI WEST OF THE COMMUNITY OF
 DG9451'KENSETT, 2.0 MI SOUTH OF THE CITY OF SEARCY, AND 2.25 NORTHWEST OF THE
 DG9451'COMMUNITY OF HIGGINSON. AT THE NORTH END OF RUNWAY 01-19 AT THE SEARCY
 DG9451'MUNICIPAL AIRPORT. OWNERSHIP--SEARCY MUNICIPAL AIRPORT, 2609 SOUTH
 DG9451'MAIN STREET, SEARCY, AR 72143, AIRPORT MANAGER IS BRETT LUND -
 DG9451'501.279.1081.
 DG9451' 
 DG9451'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 64 WITH US
 DG9451'HIGHWAY 67 (MAIN STREET), APPROXIMATELY 3.25 MI SOUTH OF THE CITY OF
 DG9451'SEARCY, GO NORTH 0.6 MI ON MAIN STREET TO THE TERMINAL AND MAIN
 DG9451'ENTRANCE ON THE LEFT, TURN LEFT AND GO WEST 100 FT TO THE MAIN GATE,
 DG9451'PROCEED WEST THROUGH THE GATE 0.10 MI CROSSING THE TARMAC TO TAXIWAY
 DG9451'ALPHA, TURN RIGHT AND GO NORTH 0.4 MI ON TAXI ALPHA TO THE APPROACH
 DG9451'END OF RUNWAY 19, CONTINUE NORTH-NORTHWEST APPROXIMATELY 60 METERS TO
 DG9451'A GRAVEL DRIVE AND THE STATION. THE STATION IS A WOOLPERT 4-INCH
 DG9451'DIAMETER BRONZE AIRPORT GEODETIC CONTROL STATION DISK MARK STAMPED
 DG9451'--SRC B 2004-- SET INTO THE TOP OF A 12-INCH DIAMETER 48-INCH DEEP
 DG9451'CONCRETE POST RECESSED 2 CM BELOW GROUND AND LEVEL WITH RUNWAY.
 DG9451' 
 DG9451'THE STATION IS APPROXIMATELY 67.0 M (219.8 FT) NORTH OF THE NORTH EDGE
 DG9451'OF TAXIWAY ALPHA, 60.0 M (196.9 FT) EAST OF THE EAST LINE OF SIGHT OF
 DG9451'EAST EDGE OF RUNWAY 19, 58.1 M (190.6 FT) NORTHWEST OF THE WEST CORNER
 DG9451'OF TAXIWAY RUN-UP PAD, AND 5 M (16.5 FT) SOUTH OF THE APPROXIMATE
 DG9451'CENTERLINE OF GRAVEL DRIVE.
 DG9451' 
 DG9451'NOTE--THIS STATION IS DESIGNATED AS THE SECONDARY AIRPORT CONTROL
 DG9451'STATION.
 DG9451' 
 DG9451'NOTE2-ALTERNATE TO-REACH, FROM THE TERMINAL, CONTINUE NORTH 0.4 MI ON
 DG9451'MAIN STREET TO A GRAVEL DRIVE ON THE LEFT, SAID DRIVE PROVIDES ACCESS
 DG9451'TO RUNWAY ILS STRUCTURE AND BUILDING, TURN LEFT AND GO WEST 0.15 MI ON
 DG9451'GRAVEL DRIVE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9452 ***********************************************************************
 DG9452  DESIGNATION -  SRC C
 DG9452  PID         -  DG9452
 DG9452  STATE/COUNTY-  AR/WHITE
 DG9452  USGS QUAD   -  KENSETT (1994)
 DG9452
 DG9452                         *CURRENT SURVEY CONTROL
 DG9452  ___________________________________________________________________
 DG9452* NAD 83(1997)-  35 11 56.60249(N)    091 44 21.77761(W)     ADJUSTED  
 DG9452* NAVD 88     -        70.4    (meters)     231.     (feet)  GPS OBS   
 DG9452  ___________________________________________________________________
 DG9452  X           -    -158,376.310 (meters)                     COMP
 DG9452  Y           -  -5,215,359.735 (meters)                     COMP
 DG9452  Z           -   3,655,959.673 (meters)                     COMP
 DG9452  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DG9452  ELLIP HEIGHT-          43.08  (meters)          (03/25/05) GPS OBS
 DG9452  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DG9452
 DG9452  HORZ ORDER  -  FIRST
 DG9452  ELLP ORDER  -  FOURTH    CLASS I
 DG9452
 DG9452.The horizontal coordinates were established by GPS observations
 DG9452.and adjusted by the WOOLPERT CONSULTANTS in March 2005..
 DG9452
 DG9452.The orthometric height was determined by GPS observations and a
 DG9452.high-resolution geoid model.
 DG9452
 DG9452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9452
 DG9452.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9452
 DG9452.The ellipsoidal height was determined by GPS observations
 DG9452.and is referenced to NAD 83.
 DG9452
 DG9452.The geoid height was determined by GEOID03.
 DG9452
 DG9452;                    North         East     Units Scale Factor Converg.
 DG9452;SPC AR N     -    96,075.971   423,732.505   MT  0.99995839   +0 09 06.0
 DG9452;SPC AR N     -   315,209.25  1,390,195.73   sFT  0.99995839   +0 09 06.0
 DG9452;UTM  15      - 3,895,845.772   614,757.279   MT  0.99976230   +0 43 36.2
 DG9452
 DG9452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9452!SPC AR N     -   0.99999324  x   0.99995839  =   0.99995163
 DG9452!UTM  15      -   0.99999324  x   0.99976230  =   0.99975554
 DG9452
 DG9452                          SUPERSEDED SURVEY CONTROL
 DG9452
 DG9452.No superseded survey control is available for this station.
 DG9452
 DG9452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1475795846(NAD 83)
 DG9452_MARKER: DD = SURVEY DISK
 DG9452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9452_STAMPING: SRC C 2004
 DG9452_MARK LOGO: WOOLPT
 DG9452_PROJECTION: FLUSH
 DG9452_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9452+STABILITY: SURFACE MOTION
 DG9452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9452+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 DG9452
 DG9452  HISTORY     - Date     Condition        Report By
 DG9452  HISTORY     - 20041115 MONUMENTED       WOOLPT
 DG9452
 DG9452                          STATION DESCRIPTION
 DG9452
 DG9452'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9452'THE STATION IS LOCATED APPROXIMATELY 4.4 MI WEST-SOUTHWEST OF THE
 DG9452'COMMUNITY OF KENSETT, 3.35 MI SOUTH OF THE CITY OF SEARCY, AND 1.45 MI
 DG9452'NORTHWEST OF THE COMMUNITY OF HIGGINSON. AT THE SOUTH END OF THE
 DG9452'SEARCY MUNICIPAL AIRPORT, SOUTH OF RUNWAY END AND SOUTH OF A DRAINAGE
 DG9452'DITCH. OWNERSHIP--SEARCY MUNICIPAL AIRPORT, 2609 SOUTH MAIN STREET,
 DG9452'SEARCY, AR 72143, AIRPORT MANAGER IS BRETT LUND - 501.279.1081.
 DG9452' 
 DG9452'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 64 WITH US
 DG9452'HIGHWAY 67 (MAIN STREET), APPROXIMATELY 3.25 MI SOUTH OF THE CITY OF
 DG9452'SEARCY, GO NORTH 0.25 MI ON MAIN STREET TO THE JUNCTION OF MAIN STREET
 DG9452'WITH BRANTLEY ROAD ON THE LEFT, TURN LEFT AND GO WEST, SOUTH AND
 DG9452'SOUTHWEST 0.5 MI ON BRANTLEY ROAD TO A GATE IN THE AIRFIELD PERIMETER
 DG9452'FENCE, TURN RIGHT AND GO WEST APPROXIMATELY 120 FEET TO THE STATION.
 DG9452'THE STATION IS A WOOLPERT 4-INCH DIAMETER BRONZE AIRPORT GEODETIC
 DG9452'CONTROL STATION DISK MARK STAMPED --SRC C 2004-- SET INTO THE TOP OF A
 DG9452'12-INCH DIAMETER 48-INCH DEEP CONCRETE POST RECESSED 2 CM BELOW GROUND
 DG9452'AND LEVEL WITH BRANTLEY ROAD.
 DG9452' 
 DG9452'THE STATION IS APPROXIMATELY 46.2 M (151.6 FT) WEST OF THE NORTH MOST
 DG9452'GATE POST OF FIELD ACCESS POINT, 41.7 M (136.8 FT) WEST-NORTHWEST OF
 DG9452'THE PERIMETER FENCE LINE, 20 M (65 FT) SOUTH OF THE SOUTH EDGE OF THE
 DG9452'TOP OF DITCH BANK, AND 11 M (36 FT) NORTH OF THE APPROXIMATE CENTER-
 DG9452'LINE OF DIRT ACCESS DRIVE.
 DG9452' 
 DG9452'NOTE--THIS STATION IS DESIGNATED AS THE SECONDARY AIRPORT CONTROL
 DG9452'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2951 ***********************************************************************
 EH2951  DESIGNATION -  ST CHARLES
 EH2951  PID         -  EH2951
 EH2951  STATE/COUNTY-  AR/ARKANSAS
 EH2951  USGS QUAD   -  CROCKETTS BLUFF (1967)
 EH2951
 EH2951                         *CURRENT SURVEY CONTROL
 EH2951  ___________________________________________________________________
 EH2951* NAD 83(1997)-  34 22 36.84874(N)    091 07 36.52458(W)     ADJUSTED  
 EH2951* NAVD 88     -        60.92   (+/-2cm)     199.9    (feet)  VERTCON   
 EH2951  ___________________________________________________________________
 EH2951  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 EH2951  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH2951
 EH2951  HORZ ORDER  -  SECOND
 EH2951  VERT ORDER  -  THIRD ? (See Below)
 EH2951
 EH2951.The horizontal coordinates were established by classical geodetic methods
 EH2951.and adjusted by the National Geodetic Survey in September 1999..
 EH2951
 EH2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2951.The vertical order pertains to the NGVD 29 superseded value.
 EH2951
 EH2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2951
 EH2951.The geoid height was determined by GEOID03.
 EH2951
 EH2951;                    North         East     Units Scale Factor Converg.
 EH2951;SPC AR S     -   590,030.300   480,305.131   MT  0.99993628   +0 29 19.4
 EH2951;SPC AR S     - 1,935,791.08  1,575,801.08   sFT  0.99993628   +0 29 19.4
 EH2951;UTM  15      - 3,805,537.440   672,228.281   MT  0.99996564   +1 03 28.5
 EH2951
 EH2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2951!SPC AR S     -   0.99999464  x   0.99993628  =   0.99993092
 EH2951!UTM  15      -   0.99999464  x   0.99996564  =   0.99996028
 EH2951
 EH2951:                Primary Azimuth Mark                     Grid Az
 EH2951:SPC AR S     -  COW                                      089 55 23.4
 EH2951:UTM  15      -  COW                                      089 21 14.3
 EH2951
 EH2951|---------------------------------------------------------------------|
 EH2951| PID    Reference Object                     Distance      Geod. Az  |
 EH2951|                                                           dddmmss.s |
 EH2951| EH2941 COW                                 APPROX.11.3 KM 0902442.8 |
 EH2951| EH2944 ST CHARLES ARK POWER TRANSM TR      397.715 METERS 15448     |
 EH2951| CY6505 ST CHARLES RM 1                      50.359 METERS 16350     |
 EH2951| CY6506 ST CHARLES RM 2                      37.268 METERS 28035     |
 EH2951| EH2950 ST CHARLES LOOKOUT TOWER             31.483 METERS 32145     |
 EH2951|---------------------------------------------------------------------|
 EH2951
 EH2951                          SUPERSEDED SURVEY CONTROL
 EH2951
 EH2951  NAD 83(1997)-  34 22 36.85524(N)    091 07 36.52047(W) AD(       ) 2
 EH2951  NAD 83(1986)-  34 22 36.85655(N)    091 07 36.52040(W) AD(       ) 2
 EH2951  NAD 27      -  34 22 36.49391(N)    091 07 36.09846(W) AD(       ) 2
 EH2951  NGVD 29 (07/19/86)   60.95   (m)          200.0    (f) LEVELING    3  
 EH2951
 EH2951.Superseded values are not recommended for survey control.
 EH2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2951.See file dsdata.txt to determine how the superseded data were derived.
 EH2951
 EH2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7222805537(NAD 83)
 EH2951_MARKER: DS = TRIANGULATION STATION DISK
 EH2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2951
 EH2951  HISTORY     - Date     Condition        Report By
 EH2951  HISTORY     - 1965     MONUMENTED       CGS
 EH2951
 EH2951                          STATION DESCRIPTION
 EH2951
 EH2951'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2951'THE STATION IS 1/2 MILE NORTHEAST OF ST. CHARLES ON THE
 EH2951'SOUTH BANK OF THE WHITE RIVER AT THE FERRY CROSSING AND
 EH2951'ON THE GROUNDS OF THE OFFICE OF THE U.S. WHITE RIVER NATIONAL
 EH2951'WILDLIFE REFUGE.
 EH2951'
 EH2951'TO REACH THE STATION FROM THE POST OFFICE IN ST. CHARLES,
 EH2951'GO EASTERLY ON STATE HIGHWAY 1 FOR 0.45 MILES TO THE WILDLIFE
 EH2951'HEADQUARTERS BUILDING AND THE STATION ON THE LEFT.
 EH2951'
 EH2951'STATION MARKS ARE STANDARD DISKS STAMPED ST. CHARLES 1965.
 EH2951'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH
 EH2951'WITH THE SURFACE OF THE GROUND.  IT IS 100 FEET EAST OF THE
 EH2951'EAST CORNER OF A MAINTENANCE BUILDING, 89 FEET SOUTHEAST
 EH2951'OF THE SOUTH LEG OF A LOOKOUT TOWER, 72 FEET NORTH OF THE
 EH2951'NORTH CORNER OF THE HEADQUARTERS BUILDING, 46 FEET SOUTHWEST
 EH2951'OF A POWER POLE AND 24 FEET SOUTHEAST OF THE CENTER OF A
 EH2951'BRICK SIDEWALK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EH2951'MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2951'
 EH2951'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ST. CHARLES
 EH2951'NO 1 1965 IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 EH2951'THE SURFACE OF THE GROUND.  IT IS 86 FEET SOUTHEAST OF THE
 EH2951'EAST CORNER OF THE HEADQUARTERS BUILDING, 71 FEET NORTHEAST
 EH2951'OF A FENCE CORNER, 45.6 FEET EAST OF A FLAG POLE AND 1 FOOT
 EH2951'NORTHWEST OF A CYCLONE FENCE.
 EH2951'
 EH2951'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ST. CHARLES
 EH2951'NO 2 1965 IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 EH2951'THE SURFACE OF THE GROUND.  IT IS 69 FEET SOUTHWEST OF THE
 EH2951'WEST LEG OF THE LOOKOUT TOWER AND 1 FOOT NORTHEAST OF THE
 EH2951'NORTH CORNER OF THE MAINTENANCE BUILDING.
 EH2951'
 EH2951'AN AZIMUTH MARK WAS NOT ESTABLISHED BY THIS PARTY.
 EH2951'
 EH2951'NOTE- REFERENCE MARKS WERE MEASURED PULLING 7 KG. ON A 300
 EH2951'FOOT TAPE.
 EH2951'
 EH2951'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2944 ***********************************************************************
 EH2944  DESIGNATION -  ST CHARLES ARK POWER TRANSM TR
 EH2944  PID         -  EH2944
 EH2944  STATE/COUNTY-  AR/ARKANSAS
 EH2944  USGS QUAD   -  INDIAN BAY SE (1967)
 EH2944
 EH2944                         *CURRENT SURVEY CONTROL
 EH2944  ___________________________________________________________________
 EH2944* NAD 83(1997)-  34 22 25.17079(N)    091 07 29.89471(W)     ADJUSTED  
 EH2944* NAVD 88     -                                                        
 EH2944  ___________________________________________________________________
 EH2944  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 EH2944  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH2944
 EH2944  HORZ ORDER  -  THIRD
 EH2944
 EH2944.The horizontal coordinates were established by classical geodetic methods
 EH2944.and adjusted by the National Geodetic Survey in September 1999..
 EH2944
 EH2944
 EH2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2944
 EH2944.The geoid height was determined by GEOID03.
 EH2944
 EH2944;                    North         East     Units Scale Factor Converg.
 EH2944;SPC AR S     -   589,671.942   480,477.573   MT  0.99993594   +0 29 23.1
 EH2944;SPC AR S     - 1,934,615.36  1,576,366.84   sFT  0.99993594   +0 29 23.1
 EH2944;UTM  15      - 3,805,180.802   672,404.279   MT  0.99996639   +1 03 32.0
 EH2944
 EH2944                          SUPERSEDED SURVEY CONTROL
 EH2944
 EH2944  NAD 83(1997)-  34 22 25.17751(N)    091 07 29.89078(W) AD(       ) 4
 EH2944  NAD 83(1986)-  34 22 25.17859(N)    091 07 29.89049(W) AD(       ) 4
 EH2944  NAD 27      -  34 22 24.81619(N)    091 07 29.46902(W) AD(       ) 3
 EH2944
 EH2944.Superseded values are not recommended for survey control.
 EH2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2944.See file dsdata.txt to determine how the superseded data were derived.
 EH2944
 EH2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7240405181(NAD 83)
 EH2944_MARKER: 55 = TOWER
 EH2944
 EH2944  HISTORY     - Date     Condition        Report By
 EH2944  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2944
 EH2944                          STATION DESCRIPTION
 EH2944
 EH2944'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2944'THE STATION IS THE RED LIGHT AT THE CENTER OF THE TOP OF
 EH2944'THE TOWER, LOCATED ON THE SOUTHWEST BANK OF WHITE RIVER,
 EH2944'ABOUT 0.2 MILE SOUTHEAST OF THE ST. CHARLES FERRY CROSSING
 EH2944'AND 0.4 MILE EAST OF THE ST. CHARLES POST OFFICE.  IT IS A
 EH2944'4 LEGGED SELF SUPPORTED STEEL TOWER PAINTED IN ALTERNATE SECTIONS
 EH2944'OF ORANGE AND GRAY AND IS OWNED BY THE ARKANSAS POWER AND
 EH2944'LIGHT CO.  THE OVERALL HEIGHT IS 210 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2950 ***********************************************************************
 EH2950  DESIGNATION -  ST CHARLES LOOKOUT TOWER
 EH2950  PID         -  EH2950
 EH2950  STATE/COUNTY-  AR/ARKANSAS
 EH2950  USGS QUAD   -  CROCKETTS BLUFF (1967)
 EH2950
 EH2950                         *CURRENT SURVEY CONTROL
 EH2950  ___________________________________________________________________
 EH2950* NAD 83(1997)-  34 22 37.65119(N)    091 07 37.28734(W)     ADJUSTED  
 EH2950* NAVD 88     -                                                        
 EH2950  ___________________________________________________________________
 EH2950  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 EH2950  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH2950
 EH2950  HORZ ORDER  -  THIRD
 EH2950
 EH2950.The horizontal coordinates were established by classical geodetic methods
 EH2950.and adjusted by the National Geodetic Survey in September 1999..
 EH2950
 EH2950
 EH2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2950
 EH2950.The geoid height was determined by GEOID03.
 EH2950
 EH2950;                    North         East     Units Scale Factor Converg.
 EH2950;SPC AR S     -   590,054.858   480,285.435   MT  0.99993630   +0 29 18.9
 EH2950;SPC AR S     - 1,935,871.65  1,575,736.46   sFT  0.99993630   +0 29 18.9
 EH2950;UTM  15      - 3,805,561.801   672,208.341   MT  0.99996555   +1 03 28.1
 EH2950
 EH2950                          SUPERSEDED SURVEY CONTROL
 EH2950
 EH2950  NAD 83(1997)-  34 22 37.65771(N)    091 07 37.28322(W) AD(       ) 4
 EH2950  NAD 83(1986)-  34 22 37.65870(N)    091 07 37.28361(W) AD(       ) 4
 EH2950  NAD 27      -  34 22 37.29635(N)    091 07 36.86107(W) AD(       ) 3
 EH2950
 EH2950.Superseded values are not recommended for survey control.
 EH2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2950.See file dsdata.txt to determine how the superseded data were derived.
 EH2950
 EH2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7220805562(NAD 83)
 EH2950_MARKER: 57 = LOOKOUT TOWER
 EH2950
 EH2950  HISTORY     - Date     Condition        Report By
 EH2950  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2950
 EH2950                          STATION DESCRIPTION
 EH2950
 EH2950'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2950'STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS A 4
 EH2950'LEGGED STEEL STRUCTURE, WITH A METAL OBSERVATION ROOM AT
 EH2950'THE TOP.  THE STRUCTURE IS ABOUT 150 FEET HIGH AND PAINTED
 EH2950'A SILVER COLOR.  IT IS ON THE GROUNDS OF THE U.S. WHITE RIVER
 EH2950'NATIONAL WILDLIFE REFUGE, NEAR THE HEADQUARTERS BUILDING
 EH2950'IN ST. CHARLES.
 EH2950'
 EH2950'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EH2950'ST CHARLES AND THE DISTANCE IS 103.3 FT, 31.480 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0725 ***********************************************************************
 EH0725  DESIGNATION -  ST CLAIRE
 EH0725  PID         -  EH0725
 EH0725  STATE/COUNTY-  AR/PHILLIPS
 EH0725  USGS QUAD   -  ELAINE (1982)
 EH0725
 EH0725                         *CURRENT SURVEY CONTROL
 EH0725  ___________________________________________________________________
 EH0725* NAD 83(1997)-  34 18 11.34029(N)    090 46 52.73982(W)     ADJUSTED  
 EH0725* NAVD 88     -        59.206  (meters)     194.25   (feet)  ADJUSTED  
 EH0725  ___________________________________________________________________
 EH0725  X           -     -71,922.481 (meters)                     COMP
 EH0725  Y           -  -5,273,917.240 (meters)                     COMP
 EH0725  Z           -   3,574,293.069 (meters)                     COMP
 EH0725  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 EH0725  ELLIP HEIGHT-          32.59  (meters)          (09/14/99) GPS OBS
 EH0725  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0725  DYNAMIC HT  -          59.148 (meters)     194.05  (feet)  COMP
 EH0725  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 EH0725
 EH0725  HORZ ORDER  -  SECOND
 EH0725  VERT ORDER  -  FIRST     CLASS II
 EH0725  ELLP ORDER  -  FOURTH    CLASS I
 EH0725
 EH0725.The horizontal coordinates were established by classical geodetic methods
 EH0725.and adjusted by the National Geodetic Survey in September 1999..
 EH0725
 EH0725.The orthometric height was determined by differential leveling
 EH0725.and adjusted by the National Geodetic Survey in June 1991..
 EH0725
 EH0725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0725
 EH0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0725
 EH0725.The ellipsoidal height was determined by GPS observations
 EH0725.and is referenced to NAD 83.
 EH0725
 EH0725.The geoid height was determined by GEOID03.
 EH0725
 EH0725.The dynamic height is computed by dividing the NAVD 88
 EH0725.geopotential number by the normal gravity value computed on the
 EH0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0725.degrees latitude (g = 980.6199 gals.).
 EH0725
 EH0725.The modeled gravity was interpolated from observed gravity values.
 EH0725
 EH0725;                    North         East     Units Scale Factor Converg.
 EH0725;SPC AR S     -   582,174.833   512,175.709   MT  0.99992943   +0 40 55.5
 EH0725;SPC AR S     - 1,910,018.60  1,680,363.14   sFT  0.99992943   +0 40 55.5
 EH0725;SPC MS W     -   532,663.354   658,762.668   MT  0.99997095   -0 15 08.9
 EH0725;SPC MS W     - 1,747,579.69  2,161,290.52   sFT  0.99997095   -0 15 08.9
 EH0725;UTM  15      - 3,797,998.085   704,178.655   MT  1.00011390   +1 15 02.9
 EH0725
 EH0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0725!SPC AR S     -   0.99999488  x   0.99992943  =   0.99992431
 EH0725!SPC MS W     -   0.99999488  x   0.99997095  =   0.99996583
 EH0725!UTM  15      -   0.99999488  x   1.00011390  =   1.00010878
 EH0725
 EH0725|---------------------------------------------------------------------|
 EH0725| PID    Reference Object                     Distance      Geod. Az  |
 EH0725|                                                           dddmmss.s |
 EH0725| EH0724 ST CLAIRE RM 1                       32.589 METERS 02736     |
 EH0725| EH2773 STOVALL RAD STA KLT 74 75 MAST      APPROX. 8.4 KM 1075345.0 |
 EH0725| EH0726 ST CLAIRE AZ MK                     APPROX. 0.5 KM 2492801.1 |
 EH0725| CY6507 ST CLAIRE RM 2                       27.270 METERS 25957     |
 EH0725| EH2817 ELAINE MUNICIPAL TANK               APPROX. 6.5 KM 2762351.1 |
 EH0725| EH2816 ELAINE MISS R GRAIN COOP ELEV       APPROX. 6.4 KM 2833440.6 |
 EH0725|---------------------------------------------------------------------|
 EH0725
 EH0725                          SUPERSEDED SURVEY CONTROL
 EH0725
 EH0725  NAD 83(1997)-  34 18 11.34057(N)    090 46 52.73975(W) AD(       ) 2
 EH0725  NAD 83(1986)-  34 18 11.34920(N)    090 46 52.73801(W) AD(       ) 2
 EH0725  NAD 27      -  34 18 10.97336(N)    090 46 52.35533(W) AD(       ) 2
 EH0725  NGVD 29 (??/??/??)   59.266  (m)          194.44   (f) ADJUSTED    1 2
 EH0725
 EH0725.Superseded values are not recommended for survey control.
 EH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0725.See file dsdata.txt to determine how the superseded data were derived.
 EH0725
 EH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0417997998(NAD 83)
 EH0725_MARKER: DS = TRIANGULATION STATION DISK
 EH0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH0725_STAMPING: ST CLAIRE 1965
 EH0725_MARK LOGO: CGS   
 EH0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0725+STABILITY: SURFACE MOTION
 EH0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0725+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0725
 EH0725  HISTORY     - Date     Condition        Report By
 EH0725  HISTORY     - 1965     MONUMENTED       CGS
 EH0725  HISTORY     - 1976     GOOD             NGS
 EH0725  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0725  HISTORY     - 1979     GOOD             DOD
 EH0725  HISTORY     - 1979     GOOD             DOD
 EH0725  HISTORY     - 1985     GOOD             NGS
 EH0725  HISTORY     - 1985     GOOD             NGS
 EH0725  HISTORY     - 20030331 GOOD             USACE
 EH0725
 EH0725                          STATION DESCRIPTION
 EH0725
 EH0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH0725'STATION IS ABOUT 16 MILES SOUTHWEST OF HELENA, 4 MILES EAST
 EH0725'OF ELAINE, 0.4 MILE SOUTHEAST OF THE ST. CLAIRE CHURCH,
 EH0725'IN THE NORTHWEST 1/4 OF SECTION 34, T. 4 S., R. 3 E., AT THE
 EH0725'TOP OF THE LEVEE, AND ON PROPERTY CONTROLLED BY THE LEVEE
 EH0725'BOARD.
 EH0725'
 EH0725'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ELAINE,
 EH0725'GO EAST ON STATE HIGHWAY 20 FOR 3.7 MILES TO A CROSSROAD
 EH0725'AT THE ST. CLAIRE CHURCH IN THE SOUTHEAST ANGLE.  TURN RIGHT
 EH0725'AND GO SOUTH ON A SURFACED ROAD FOR 0.35 MILE TO A CROSSROAD
 EH0725'AT THE TOP OF THE LEVEE.  TURN LEFT AND GO NORTHEAST ON THE LEVEE
 EH0725'ROAD FOR ABOUT 100 FEET TO A CATTLE GUARD AND THE AZIMUTH MARK
 EH0725'ON THE LEFT.  CONTINUE AHEAD ON THE LEVEE ROAD NORTHEAST
 EH0725'FOR 0.3 MILE TO THE STATION ON THE RIGHT, AT A SMALL BEND
 EH0725'IN THE LEVEE ROAD.
 EH0725'
 EH0725'STATION MARKS ARE STANDARD DISKS STAMPED ST CLAIRE 1965,
 EH0725'THE SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH0725'PROJECTS 1 INCH.  IT IS 109 FEET SOUTH OF MILEPOST NUMBER
 EH0725'26/27, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE LEVEE
 EH0725'ROAD, AND 12 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 EH0725'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH0725'40 INCHES BELOW THE SURFACE OF THE GROUND.
 EH0725'
 EH0725'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ST CLAIRE NO 1 1965,
 EH0725'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH0725'SURFACE OF THE GROUND.  IT IS 1.6 FEET SOUTHWEST OF MILEPOST
 EH0725'NUMBER 26/27, AND 27 FEET NORTHWEST OF THE CENTERLINE OF THE
 EH0725'LEVEE ROAD.
 EH0725'
 EH0725'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ST CLAIRE NO 2 1965,
 EH0725'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH0725'SURFACE OF THE GROUND.  IT IS 93 FEET WEST OF THE METAL WITNESS
 EH0725'POST, 177 FEET SOUTHWEST OF MILEPOST NUMBER 26/27, AND 14 FEET
 EH0725'NORTHWEST OF THE CENTERLINE OF THE LEVEE ROAD.
 EH0725'
 EH0725'AZIMUTH MARK, A STANDARD DISK STAMPED ST CLAIRE 1965, IS SET IN A
 EH0725'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 11
 EH0725'FEET NORTH OF THE CENTER OF A CATTLE GUARD, 9 FEET NORTHWEST
 EH0725'OF THE CENTERLINE OF THE LEVEE ROAD, AND 2 FEET SOUTHEAST OF
 EH0725'A METAL WITNESS POST.
 EH0725'
 EH0725'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH0725
 EH0725                          STATION RECOVERY (1976)
 EH0725
 EH0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0725'14.1 MI N FROM MELLWOOD.
 EH0725'14.1 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0725'MELLWOOD, 0.3 MILE NORTHEAST OF A CATTLE GUARD AT A SMALL BEND IN THE
 EH0725'LEVEE, 109 FEET SOUTH OF MILEPOST 26/27, 106.6 FEET SOUTHWEST OF RM 1,
 EH0725'AND 18 FEET SOUTHEAST OF THE CENTER LINE OF THE LEVEE.  A DISK SET IN
 EH0725'THE TOP OF A CONCRETE POST PROJECTING 1 INCHES.  ABOUT LEVEL WITH
 EH0725'LEVEE 1 FOOT SOUTHEAST OF A WITNESS POST.
 EH0725
 EH0725                          STATION RECOVERY (1978)
 EH0725
 EH0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (MLK)
 EH0725'MARK NOT FOUND.
 EH0725
 EH0725                          STATION RECOVERY (1979)
 EH0725
 EH0725'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0725'RECOVERED IN GOOD CONDITION.
 EH0725
 EH0725                          STATION RECOVERY (1979)
 EH0725
 EH0725'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0725'RECOVERED IN GOOD CONDITION.
 EH0725
 EH0725                          STATION RECOVERY (1985)
 EH0725
 EH0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0725'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED IN
 EH0725'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED.  OWNERSHIP---
 EH0725'LACONIA DRAINAGE AND LEVEE DISTRICT OF PHILLIPS COUNTY, ARKANSAS,
 EH0725'417 RIGHTOR STREET, HELENA AR 72342, PHONE 501-338-6731.
 EH0725'
 EH0725'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 ELAINE,
 EH0725'GO EAST ON HIGHWAY 20 FOR 5.91 KM (3.7 MI) TO A FORK.  KEEP STRAIGHT
 EH0725'AHEAD, EAST, THEN SOUTH, ON OLD PAVED ROAD FOR 0.71 KM (0.45 MI)
 EH0725'TO THE LEVEE ROAD.  TURN LEFT, NORTHEAST, ON THE LEVEE FOR 30 METERS
 EH0725'TO THE AZIMUTH MARK ON THE LEFT AT A CATTLE GUARD.  CONTINUE AHEAD FOR
 EH0725'0.52 KM (0.4 MI) TO THE STATION ON THE RIGHT.
 EH0725'
 EH0725'STATION MARK IS FLUSH, AT A WIDE SPOT ALONGSIDE THE LEVEE ROAD, 5.7
 EH0725'METERS SOUTHEAST OF THE ROAD CENTER, 33.0 METERS SOUTH-SOUTHEWEST OF
 EH0725'MILEPOST 26/27, AND 0.4 METER NORTHEAST OF A FIBERGLASS WITNESS POST
 EH0725'
 EH0725'REFERENCE MARK 1 PROJECTS 30 CM. IT IS 0.5 METER WEST-SOUTHWEST OF THE
 EH0725'MILEPOST, 0.5 METER EAST-NORTHEAST OF A FIBERGLASS WITNESS POST,
 EH0725'8.7 METERS NORTHWEST OF THE ROAD CENTER, AND 0.5 METER LOWER THAN
 EH0725'THE ROAD.
 EH0725'
 EH0725'AZIMUTH MARK IS 5 CM BELOW GROUND.  IT IS 2.8 METERS NORTH-NORTHWEST
 EH0725'OF THE METAL CATTLE GUARD, AND 0.6 METERS EAST-SOUTHEAST OF A
 EH0725'FIBERGLASS WITNESS POST IN THE FENCE LINE.
 EH0725'
 EH0725'STATION MARK AND AZIMUTH MARK ARE GOOD GPS STATION.
 EH0725
 EH0725                          STATION RECOVERY (1985)
 EH0725
 EH0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0725'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) EAST OF
 EH0725'A WITNESS POST.
 EH0725
 EH0725                          STATION RECOVERY (2003)
 EH0725
 EH0725'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0726 ***********************************************************************
 EH0726  DESIGNATION -  ST CLAIRE AZ MK
 EH0726  PID         -  EH0726
 EH0726  STATE/COUNTY-  AR/PHILLIPS
 EH0726  USGS QUAD   -  ELAINE (1982)
 EH0726
 EH0726                         *CURRENT SURVEY CONTROL
 EH0726  ___________________________________________________________________
 EH0726* NAD 83(1997)-  34 18 05.44040(N)    090 47 11.71985(W)     ADJUSTED  
 EH0726* NAVD 88     -        59.148  (meters)     194.05   (feet)  ADJUSTED  
 EH0726  ___________________________________________________________________
 EH0726  X           -     -72,409.181 (meters)                     COMP
 EH0726  Y           -  -5,274,013.002 (meters)                     COMP
 EH0726  Z           -   3,574,142.864 (meters)                     COMP
 EH0726  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 EH0726  ELLIP HEIGHT-          32.54  (meters)          (09/14/99) GPS OBS
 EH0726  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0726  DYNAMIC HT  -          59.090 (meters)     193.86  (feet)  COMP
 EH0726  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 EH0726
 EH0726  HORZ ORDER  -  SECOND
 EH0726  VERT ORDER  -  FIRST     CLASS II
 EH0726  ELLP ORDER  -  FOURTH    CLASS I
 EH0726
 EH0726.The horizontal coordinates were established by GPS observations
 EH0726.and adjusted by the National Geodetic Survey in September 1999..
 EH0726
 EH0726.The orthometric height was determined by differential leveling
 EH0726.and adjusted by the National Geodetic Survey in June 1991..
 EH0726.WARNING-Repeat measurements at this control monument indicate possible
 EH0726.vertical movement.
 EH0726
 EH0726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0726
 EH0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0726
 EH0726.The ellipsoidal height was determined by GPS observations
 EH0726.and is referenced to NAD 83.
 EH0726
 EH0726.The geoid height was determined by GEOID03.
 EH0726
 EH0726.The dynamic height is computed by dividing the NAVD 88
 EH0726.geopotential number by the normal gravity value computed on the
 EH0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0726.degrees latitude (g = 980.6199 gals.).
 EH0726
 EH0726.The modeled gravity was interpolated from observed gravity values.
 EH0726
 EH0726;                    North         East     Units Scale Factor Converg.
 EH0726;SPC AR S     -   581,987.299   511,692.596   MT  0.99992930   +0 40 44.9
 EH0726;SPC AR S     - 1,909,403.33  1,678,778.13   sFT  0.99992930   +0 40 44.9
 EH0726;SPC MS W     -   532,483.717   658,276.539   MT  0.99997145   -0 15 19.6
 EH0726;SPC MS W     - 1,746,990.33  2,159,695.61   sFT  0.99997145   -0 15 19.6
 EH0726;UTM  15      - 3,797,805.730   703,697.338   MT  1.00011148   +1 14 52.1
 EH0726
 EH0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0726!SPC AR S     -   0.99999489  x   0.99992930  =   0.99992419
 EH0726!SPC MS W     -   0.99999489  x   0.99997145  =   0.99996634
 EH0726!UTM  15      -   0.99999489  x   1.00011148  =   1.00010637
 EH0726
 EH0726:                Primary Azimuth Mark                     Grid Az
 EH0726:SPC AR S     -  ST CLAIRE                                068 47 05.5
 EH0726:SPC MS W     -  ST CLAIRE                                069 43 10.0
 EH0726:UTM  15      -  ST CLAIRE                                068 12 58.3
 EH0726
 EH0726|---------------------------------------------------------------------|
 EH0726| PID    Reference Object                     Distance      Geod. Az  |
 EH0726|                                                           dddmmss.s |
 EH0726| EH0725 ST CLAIRE                           APPROX. 0.5 KM 0692750.4 |
 EH0726|---------------------------------------------------------------------|
 EH0726
 EH0726                          SUPERSEDED SURVEY CONTROL
 EH0726
 EH0726  NAD 83(1997)-  34 18 05.44079(N)    090 47 11.71952(W) AD(       ) 2
 EH0726  NAD 83(1986)-  34 18 05.44937(N)    090 47 11.71774(W) AD(       ) 2
 EH0726  NGVD 29 (??/??/??)   59.209  (m)          194.25   (f) ADJUSTED    1 2
 EH0726
 EH0726.Superseded values are not recommended for survey control.
 EH0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0726.See file dsdata.txt to determine how the superseded data were derived.
 EH0726
 EH0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0369797806(NAD 83)
 EH0726_MARKER: DZ = AZIMUTH MARK DISK
 EH0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH0726_STAMPING: ST CLAIRE 1965
 EH0726_MARK LOGO: CGS   
 EH0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0726+STABILITY: SURFACE MOTION
 EH0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0726+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0726
 EH0726  HISTORY     - Date     Condition        Report By
 EH0726  HISTORY     - 1985     MONUMENTED       NGS
 EH0726  HISTORY     - 1976     GOOD             NGS
 EH0726  HISTORY     - 1978     GOOD             USGS
 EH0726  HISTORY     - 1985     GOOD             NGS
 EH0726  HISTORY     - 20030331 GOOD             USACE
 EH0726
 EH0726                          STATION DESCRIPTION
 EH0726
 EH0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0726'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) EAST OF ELAINE,
 EH0726'ON THE MAIN LEVEE, AT AN EXIT ROAD LEADING TO STATE HIGHWAY 20,
 EH0726'IN T 4 S, R 3 E, WEST EDGE OF SECTION 34. OWNERSHIP---LACONIA
 EH0726'DRAINAGE AND LEVEE DISTRICT OF PHILLIP COUNTY, ARKANSAS, 417 RIGHTOR
 EH0726'STREE, HELENA AR 72342, PHONE 501-338-6731.
 EH0726'
 EH0726'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20, 44 AND 85 IN ELAINE,
 EH0726'GO EAST ON HIGHWAY 20 FOR 5.91 KM (3.7 MI) TO A FORK. KEEP STRAIGHT
 EH0726'AHEAD, EAST, THEN SOUTH ON OLD PAVED ROAD FOR 0.71 KM (0.45 MI) TO
 EH0726'THE LEVEE ROAD.  TURN LEFT, NORTHEAST, FOR 30 METERS TO A CATTLE
 EH0726'GUARD AND THE STATION ON THE LEFT.
 EH0726'
 EH0726'STATION MARK, A STANDARD GPS AZIMUTH MARK DISK--STAMPED ST
 EH0726'CLAIRE 1965--, IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 EH0726'5 CM BELOW GROUND.  IT IS 2.8 METERS NORTH-NORTHWEST OF THE ROAD
 EH0726'CENTER, 1.1 METERS NORTH OF THE NORTH CORNER OF THE METAL CATTLE
 EH0726'GUARD, AND 0.6 METER EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 EH0726'IN THE FENCE LINE.  NO SUBSURFACE DISK FOR THIS STATION.
 EH0726'
 EH0726'THIS STATION IS INTERVISIBLE WITH ST CLAIRE 1965.
 EH0726
 EH0726                          STATION RECOVERY (1976)
 EH0726
 EH0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0726'13.8 MI N FROM MELLWOOD.
 EH0726'13.8 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0726'MELLWOOD, 11 FEET NORTH OF THE CENTER OF A CATTLE GUARD, AND 9 FEET
 EH0726'NORTHWEST OF THE CENTER LINE OF THE LEVEE.  A DISK SET IN THE TOP OF A
 EH0726'CONCRETE POST PROJECTING 1 INCHES.  2 FEET SOUTHEAST OF A WITNESS
 EH0726'POST.
 EH0726
 EH0726                          STATION RECOVERY (1978)
 EH0726
 EH0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (MLK)
 EH0726'RECOVERED IN GOOD CONDITION.
 EH0726
 EH0726                          STATION RECOVERY (1985)
 EH0726
 EH0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0726'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 2.3 METERS (7.5 FT) EAST OF A
 EH0726'NORTH-SOUTH FENCE LINE, AND 0.55 METERS (1.8 FT) EAST OF A WITNESS
 EH0726'POST.
 EH0726
 EH0726                          STATION RECOVERY (2003)
 EH0726
 EH0726'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0724 ***********************************************************************
 EH0724  DESIGNATION -  ST CLAIRE RM 1
 EH0724  PID         -  EH0724
 EH0724  STATE/COUNTY-  AR/PHILLIPS
 EH0724  USGS QUAD   -  ELAINE (1982)
 EH0724
 EH0724                         *CURRENT SURVEY CONTROL
 EH0724  ___________________________________________________________________
 EH0724* NAD 83(1986)-  34 18 11.     (N)    090 46 51.     (W)     SCALED    
 EH0724* NAVD 88     -        58.470  (meters)     191.83   (feet)  ADJUSTED  
 EH0724  ___________________________________________________________________
 EH0724  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0724  DYNAMIC HT  -          58.413 (meters)     191.64  (feet)  COMP
 EH0724  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 EH0724
 EH0724  VERT ORDER  -  FIRST     CLASS II
 EH0724
 EH0724.The horizontal coordinates were scaled from a topographic map and have
 EH0724.an estimated accuracy of +/- 6 seconds.
 EH0724
 EH0724.The orthometric height was determined by differential leveling
 EH0724.and adjusted by the National Geodetic Survey in June 1991..
 EH0724
 EH0724.The geoid height was determined by GEOID03.
 EH0724
 EH0724.The dynamic height is computed by dividing the NAVD 88
 EH0724.geopotential number by the normal gravity value computed on the
 EH0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0724.degrees latitude (g = 980.6199 gals.).
 EH0724
 EH0724.The modeled gravity was interpolated from observed gravity values.
 EH0724
 EH0724;                    North         East    Units  Estimated Accuracy
 EH0724;SPC AR S     -   582,170.      512,220.      MT  (+/- 180 meters Scaled)
 EH0724
 EH0724                          SUPERSEDED SURVEY CONTROL
 EH0724
 EH0724  NGVD 29 (??/??/??)   58.530  (m)          192.03   (f) ADJUSTED    1 2
 EH0724
 EH0724.Superseded values are not recommended for survey control.
 EH0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0724.See file dsdata.txt to determine how the superseded data were derived.
 EH0724
 EH0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT042979(NAD 83)
 EH0724_MARKER: DR = REFERENCE MARK DISK
 EH0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0724_STAMPING: ST CLAIRE NO 1 1965
 EH0724_MARK LOGO: CGS   
 EH0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0724+STABILITY: SURFACE MOTION
 EH0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0724+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 EH0724
 EH0724  HISTORY     - Date     Condition        Report By
 EH0724  HISTORY     - 1965     MONUMENTED       CGS
 EH0724  HISTORY     - 1976     GOOD             NGS
 EH0724  HISTORY     - 1978     GOOD             USGS
 EH0724  HISTORY     - 1979     GOOD             DOD
 EH0724  HISTORY     - 1979     GOOD             DOD
 EH0724  HISTORY     - 1985     GOOD             NGS
 EH0724  HISTORY     - 20050412 GOOD             USACE
 EH0724
 EH0724                          STATION DESCRIPTION
 EH0724
 EH0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0724'14.1 MI N FROM MELLWOOD.
 EH0724'14.1 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0724'MELLWOOD, 0.3 MILE NORTHEAST OF A CATTLE GAURD AT A SMALL BEND IN THE
 EH0724'LEVEE, 29 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 1.6 FEET
 EH0724'SOUTHWEST OF MILEPOST 26/27.  A DISK SET IN THE TOP OF A CONCRETE POST
 EH0724'PROJECTING +0 INCHES.  ABOUT LEVEL WITH GROUND 1 FOOT BELOW LEVEE.
 EH0724
 EH0724                          STATION RECOVERY (1978)
 EH0724
 EH0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (MLK)
 EH0724'RECOVERED IN GOOD CONDITION.
 EH0724
 EH0724                          STATION RECOVERY (1979)
 EH0724
 EH0724'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0724'RECOVERED IN GOOD CONDITION.
 EH0724
 EH0724                          STATION RECOVERY (1979)
 EH0724
 EH0724'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0724'RECOVERED IN GOOD CONDITION.
 EH0724
 EH0724                          STATION RECOVERY (1985)
 EH0724
 EH0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0724'RECOVERED IN GOOD CONDITION.  NOTE, ADD, SET BETWEEN TWO WITNESS POSTS
 EH0724'AND MILEPOST NUMBER 26/27.
 EH0724
 EH0724                          STATION RECOVERY (2005)
 EH0724
 EH0724'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1149 ***********************************************************************
 DK1149  DESIGNATION -  ST LUKE BOLT
 DK1149  PID         -  DK1149
 DK1149  STATE/COUNTY-  AR/CHICOT
 DK1149  USGS QUAD   -  READLAND (1970)
 DK1149
 DK1149                         *CURRENT SURVEY CONTROL
 DK1149  ___________________________________________________________________
 DK1149* NAD 83(1986)-  33 03 01.     (N)    091 10 10.     (W)     SCALED    
 DK1149* NAVD 88     -        34.845  (meters)     114.32   (feet)  ADJUSTED  
 DK1149  ___________________________________________________________________
 DK1149  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK1149  DYNAMIC HT  -          34.808 (meters)     114.20  (feet)  COMP
 DK1149  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DK1149
 DK1149  VERT ORDER  -  SECOND    CLASS 0
 DK1149
 DK1149.The horizontal coordinates were scaled from a topographic map and have
 DK1149.an estimated accuracy of +/- 6 seconds.
 DK1149
 DK1149.The orthometric height was determined by differential leveling
 DK1149.and adjusted by the National Geodetic Survey in June 1991..
 DK1149
 DK1149.The geoid height was determined by GEOID03.
 DK1149
 DK1149.The dynamic height is computed by dividing the NAVD 88
 DK1149.geopotential number by the normal gravity value computed on the
 DK1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1149.degrees latitude (g = 980.6199 gals.).
 DK1149
 DK1149.The modeled gravity was interpolated from observed gravity values.
 DK1149
 DK1149;                    North         East    Units  Estimated Accuracy
 DK1149;SPC AR S     -   442,860.      477,580.      MT  (+/- 180 meters Scaled)
 DK1149
 DK1149                          SUPERSEDED SURVEY CONTROL
 DK1149
 DK1149  NGVD 29 (??/??/??)   34.918  (m)          114.56   (f) ADJUSTED    2 0
 DK1149
 DK1149.Superseded values are not recommended for survey control.
 DK1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1149.See file dsdata.txt to determine how the superseded data were derived.
 DK1149
 DK1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS709583(NAD 83)
 DK1149_MARKER: B = BOLT
 DK1149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1149_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1149
 DK1149  HISTORY     - Date     Condition        Report By
 DK1149  HISTORY     - UNK      MONUMENTED       DOD
 DK1149  HISTORY     - 1934     GOOD             CGS
 DK1149
 DK1149                          STATION DESCRIPTION
 DK1149
 DK1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1149'0.3 MI NE FROM GRAND LAKE.
 DK1149'0.3 MILE NORTHEAST ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 65
 DK1149'AT GRAND LAKE, ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 65 AT
 DK1149'GRAND LAKE, CHICOT COUNTY, THENCE ABOUT 4.1 MILES SOUTH ALONG THE NEW
 DK1149'LEVEE, ABOUT 1 MILE SOUTH OF CRACRAFT LANDING, ABOUT 0.4 MILE WEST OF
 DK1149'HUNTING LODGE LANDING, AT THE NORTHEAST CORNER OF THE IKE MITCHELL
 DK1149'YARD, ABOUT 525 FEET NORTHWEST OF A SPIKE IN A BLAZED 24-INCH
 DK1149'ELM TREE, 475 FEET WEST OF THE NEW LEVEE, 230 FEET SOUTHWEST OF THE
 DK1149'SOUTHWEST CORNER OF THE ST. LUKE BAPTIST CHURCH, AND 38 FEET NORTHEAST
 DK1149'OF THE NORTHEAST CORNER OF A CABIN.  A COPPER BOLT, SET IN THE TOP OF
 DK1149'A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 DK1149'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 DK1149'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1150 ***********************************************************************
 DK1150  DESIGNATION -  ST LUKE CAP
 DK1150  PID         -  DK1150
 DK1150  STATE/COUNTY-  AR/CHICOT
 DK1150  USGS QUAD   -  READLAND (1970)
 DK1150
 DK1150                         *CURRENT SURVEY CONTROL
 DK1150  ___________________________________________________________________
 DK1150* NAD 83(1986)-  33 03 01.     (N)    091 10 11.     (W)     SCALED    
 DK1150* NAVD 88     -        36.07   (+/-2cm)     118.3    (feet)  VERTCON   
 DK1150  ___________________________________________________________________
 DK1150  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK1150
 DK1150  VERT ORDER  -  ? (See Below)
 DK1150
 DK1150.The horizontal coordinates were scaled from a topographic map and have
 DK1150.an estimated accuracy of +/- 6 seconds.
 DK1150
 DK1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1150.The vertical order pertains to the NGVD 29 superseded value.
 DK1150
 DK1150.The geoid height was determined by GEOID03.
 DK1150
 DK1150;                    North         East    Units  Estimated Accuracy
 DK1150;SPC AR S     -   442,860.      477,550.      MT  (+/- 180 meters Scaled)
 DK1150
 DK1150                          SUPERSEDED SURVEY CONTROL
 DK1150
 DK1150  NGVD 29 (??/??/??)   36.141  (m)          118.57   (f) ADJUSTED    ?  
 DK1150
 DK1150.Superseded values are not recommended for survey control.
 DK1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1150.See file dsdata.txt to determine how the superseded data were derived.
 DK1150
 DK1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS708583(NAD 83)
 DK1150_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1150_STAMPING: U.S.E.
 DK1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1150
 DK1150  HISTORY     - Date     Condition        Report By
 DK1150  HISTORY     - UNK      MONUMENTED       DOD
 DK1150  HISTORY     - 1935     GOOD             CGS
 DK1150
 DK1150                          STATION DESCRIPTION
 DK1150
 DK1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1150'9.1 MI SE FROM EUDORA.
 DK1150'9.1 MILES SOUTHEAST OF, ALONG MISS. RIVER LEVEE, FROM CITY HALL
 DK1150'SOUTHWEST OF POINT WHERE ROAD CROSSES LEVEE, SOUTH OF ABANDONED DRAG
 DK1150'LINE TOWER.  200 FEET WEST OF SOUTHWEST CORNER OF ST. LUKE CHURCH.
 DK1150'45.7 FEET NORTHEAST OF NORTHEAST CORNER OF B. WISE HOME.  35.6
 DK1150'FEET SOUTH OF CENTERLINE OF ROAD LEADING EAST OF SIDE OF CHURCH. 3
 DK1150'FEET SOUTHWEST OF NORTHEAST FENCE CORNER.  1.3 FEET WEST OF EAST
 DK1150'FENCE.  IRON PIPE WITH BRONZE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1735 ***********************************************************************
 FG1735  DESIGNATION -  ST VINCENT ST MARYS CATH CH
 FG1735  PID         -  FG1735
 FG1735  STATE/COUNTY-  AR/CONWAY
 FG1735  USGS QUAD   -  SOLGOHACHIA (1990)
 FG1735
 FG1735                         *CURRENT SURVEY CONTROL
 FG1735  ___________________________________________________________________
 FG1735* NAD 83(1997)-  35 17 59.31079(N)    092 44 00.53861(W)     ADJUSTED  
 FG1735* NAVD 88     -                                                        
 FG1735  ___________________________________________________________________
 FG1735  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 FG1735  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FG1735
 FG1735  HORZ ORDER  -  THIRD
 FG1735
 FG1735.The horizontal coordinates were established by classical geodetic methods
 FG1735.and adjusted by the National Geodetic Survey in September 1999..
 FG1735
 FG1735
 FG1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1735
 FG1735.The geoid height was determined by GEOID03.
 FG1735
 FG1735;                    North         East     Units Scale Factor Converg.
 FG1735;SPC AR N     -   107,470.486   333,290.902   MT  0.99994819   -0 25 36.5
 FG1735;SPC AR N     -   352,592.75  1,093,471.90   sFT  0.99994819   -0 25 36.5
 FG1735;UTM  15      - 3,906,324.083   524,231.112   MT  0.99960724   +0 09 14.4
 FG1735
 FG1735                          SUPERSEDED SURVEY CONTROL
 FG1735
 FG1735  NAD 83(1986)-  35 17 59.32551(N)    092 44 00.53383(W) AD(       ) 4
 FG1735  NAD 27      -  35 17 59.03100(N)    092 43 59.93600(W) AD(       ) 3
 FG1735
 FG1735.Superseded values are not recommended for survey control.
 FG1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1735.See file dsdata.txt to determine how the superseded data were derived.
 FG1735
 FG1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2423106324(NAD 83)
 FG1735_MARKER: 91 = CHURCH CROSS
 FG1735
 FG1735  HISTORY     - Date     Condition        Report By
 FG1735  HISTORY     - 1962     FIRST OBSERVED   CGS
 FG1735
 FG1735                          STATION DESCRIPTION
 FG1735
 FG1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1735'THE STATION IS THE CROSS ATOP THE CHURCH WITH IS LOCATED 0.1
 FG1735'MILE WEST OF STATE HIGHWAY 95, IN THE SMALL TOWN OF ST. VINCENT.
 FG1735'
 FG1735'THE CHURCH IS YELLOW BRICK, WITH A WHITE CUPOLA, YELLOW DOME
 FG1735'AND CROSS, AND ABOUT 60 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0202 ***********************************************************************
 EJ0202  DESIGNATION -  STA 104
 EJ0202  PID         -  EJ0202
 EJ0202  STATE/COUNTY-  AR/PULASKI
 EJ0202  USGS QUAD   -  MC ALMONT (1986)
 EJ0202
 EJ0202                         *CURRENT SURVEY CONTROL
 EJ0202  ___________________________________________________________________
 EJ0202* NAD 83(1986)-  34 45 15.     (N)    092 13 14.     (W)     SCALED    
 EJ0202* NAVD 88     -        79.445  (meters)     260.65   (feet)  ADJUSTED  
 EJ0202  ___________________________________________________________________
 EJ0202  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ0202  DYNAMIC HT  -          79.371 (meters)     260.40  (feet)  COMP
 EJ0202  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 EJ0202
 EJ0202  VERT ORDER  -  SECOND    CLASS 0
 EJ0202
 EJ0202.The horizontal coordinates were scaled from a topographic map and have
 EJ0202.an estimated accuracy of +/- 6 seconds.
 EJ0202
 EJ0202.The orthometric height was determined by differential leveling
 EJ0202.and adjusted by the National Geodetic Survey in June 1991..
 EJ0202
 EJ0202.The geoid height was determined by GEOID03.
 EJ0202
 EJ0202.The dynamic height is computed by dividing the NAVD 88
 EJ0202.geopotential number by the normal gravity value computed on the
 EJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0202.degrees latitude (g = 980.6199 gals.).
 EJ0202
 EJ0202.The modeled gravity was interpolated from observed gravity values.
 EJ0202
 EJ0202;                    North         East    Units  Estimated Accuracy
 EJ0202;SPC AR S     -   631,560.      379,810.      MT  (+/- 180 meters Scaled)
 EJ0202
 EJ0202                          SUPERSEDED SURVEY CONTROL
 EJ0202
 EJ0202  NGVD 29 (??/??/92)   79.56   (m)          261.0    (f) COMPUTED    2 0
 EJ0202
 EJ0202.Superseded values are not recommended for survey control.
 EJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0202.See file dsdata.txt to determine how the superseded data were derived.
 EJ0202
 EJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU713460(NAD 83)
 EJ0202_MARKER: DB = BENCH MARK DISK
 EJ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0202_STAMPING: STA. NO. 104 1934
 EJ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0202+STABILITY: SURFACE MOTION
 EJ0202
 EJ0202  HISTORY     - Date     Condition        Report By
 EJ0202  HISTORY     - 1934     MONUMENTED       CGS
 EJ0202
 EJ0202                          STATION DESCRIPTION
 EJ0202
 EJ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0202'IN ROSE CITY.
 EJ0202'63.4 FEET NORTH OF CENTERLINE OF ST. HWY.30.  22.4 FEET SOUTHEAST OF
 EJ0202'CENTERLINE OF U.S. HWY. 70.  20.8 FEET SOUTHEAST OF INTERSECTION OF
 EJ0202'CENTERLINES OF U.S. HWY.70 WITH ST. LOUIS SOUTHWESTERN RY.  8.3 FEET
 EJ0202'SOUTH OF CENTERLINE OF ST. LOUIS SOUTHWESTERN RY.  TABLET SET IN
 EJ0202'PRECAST CONCRETE POST.  NOTE-- STAMPING SHOULD BE STA 104 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0235 ***********************************************************************
 FH0235  DESIGNATION -  STA 11
 FH0235  PID         -  FH0235
 FH0235  STATE/COUNTY-  AR/SEBASTIAN
 FH0235  USGS QUAD   -  HARTFORD (1987)
 FH0235
 FH0235                         *CURRENT SURVEY CONTROL
 FH0235  ___________________________________________________________________
 FH0235* NAD 83(1986)-  35 01 17.     (N)    094 22 55.     (W)     SCALED    
 FH0235* NAVD 88     -       198.092  (meters)     649.91   (feet)  ADJUSTED  
 FH0235  ___________________________________________________________________
 FH0235  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FH0235  DYNAMIC HT  -         197.890 (meters)     649.24  (feet)  COMP
 FH0235  MODELED GRAV-     979,613.4   (mgal)                       NAVD 88
 FH0235
 FH0235  VERT ORDER  -  SECOND    CLASS 0
 FH0235
 FH0235.The horizontal coordinates were scaled from a topographic map and have
 FH0235.an estimated accuracy of +/- 6 seconds.
 FH0235
 FH0235.The orthometric height was determined by differential leveling
 FH0235.and adjusted by the National Geodetic Survey in June 1991..
 FH0235
 FH0235.The geoid height was determined by GEOID03.
 FH0235
 FH0235.The dynamic height is computed by dividing the NAVD 88
 FH0235.geopotential number by the normal gravity value computed on the
 FH0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0235.degrees latitude (g = 980.6199 gals.).
 FH0235
 FH0235.The modeled gravity was interpolated from observed gravity values.
 FH0235
 FH0235;                    North         East    Units  Estimated Accuracy
 FH0235;SPC AR N     -    78,960.      182,640.      MT  (+/- 180 meters Scaled)
 FH0235
 FH0235                          SUPERSEDED SURVEY CONTROL
 FH0235
 FH0235  NGVD 29 (??/??/92)  197.981  (m)          649.54   (f) ADJ UNCH    2 0
 FH0235
 FH0235.Superseded values are not recommended for survey control.
 FH0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0235.See file dsdata.txt to determine how the superseded data were derived.
 FH0235
 FH0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU739762(NAD 83)
 FH0235_MARKER: DD = SURVEY DISK
 FH0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0235_SP_SET: STEP
 FH0235_STAMPING: STATION NO 11 1903
 FH0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0235
 FH0235  HISTORY     - Date     Condition        Report By
 FH0235  HISTORY     - 1903     MONUMENTED       USGS
 FH0235  HISTORY     - 1934     GOOD             NGS
 FH0235  HISTORY     - 1959     GOOD             NGS
 FH0235
 FH0235                          STATION DESCRIPTION
 FH0235
 FH0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FH0235'AT HARTFORD.
 FH0235'AT HARTFORD 20 FEET SOUTHEAST OF GRANDVIEW HOTEL BUILDING, IN
 FH0235'STONE STEP LEADING FROM STREET TO WALK ON CORNER OF STREET
 FH0235'INTERSECTION.  TABLET SET VERTICALLY.  NOTE-- THE ELEVATION
 FH0235'FIGURES ARE NOT READABLE.
 FH0235
 FH0235                          STATION RECOVERY (1959)
 FH0235
 FH0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0206 ***********************************************************************
 EJ0206  DESIGNATION -  STA 71
 EJ0206  PID         -  EJ0206
 EJ0206  STATE/COUNTY-  AR/PULASKI
 EJ0206  USGS QUAD   -  SCOTT (1987)
 EJ0206
 EJ0206                         *CURRENT SURVEY CONTROL
 EJ0206  ___________________________________________________________________
 EJ0206* NAD 83(1986)-  34 43 14.     (N)    092 07 14.     (W)     SCALED    
 EJ0206* NAVD 88     -        76.127  (meters)     249.76   (feet)  ADJUSTED  
 EJ0206  ___________________________________________________________________
 EJ0206  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EJ0206  DYNAMIC HT  -          76.056 (meters)     249.53  (feet)  COMP
 EJ0206  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 EJ0206
 EJ0206  VERT ORDER  -  SECOND    CLASS 0
 EJ0206
 EJ0206.The horizontal coordinates were scaled from a topographic map and have
 EJ0206.an estimated accuracy of +/- 6 seconds.
 EJ0206
 EJ0206.The orthometric height was determined by differential leveling
 EJ0206.and adjusted by the National Geodetic Survey in June 1991..
 EJ0206.WARNING-Repeat measurements at this control monument indicate possible
 EJ0206.vertical movement.
 EJ0206
 EJ0206.The geoid height was determined by GEOID03.
 EJ0206
 EJ0206.The dynamic height is computed by dividing the NAVD 88
 EJ0206.geopotential number by the normal gravity value computed on the
 EJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0206.degrees latitude (g = 980.6199 gals.).
 EJ0206
 EJ0206.The modeled gravity was interpolated from observed gravity values.
 EJ0206
 EJ0206;                    North         East    Units  Estimated Accuracy
 EJ0206;SPC AR S     -   627,820.      388,960.      MT  (+/- 180 meters Scaled)
 EJ0206
 EJ0206                          SUPERSEDED SURVEY CONTROL
 EJ0206
 EJ0206  NGVD 29 (??/??/92)   76.200  (m)          250.00   (f) ADJ UNCH    2 0
 EJ0206
 EJ0206.Superseded values are not recommended for survey control.
 EJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0206.See file dsdata.txt to determine how the superseded data were derived.
 EJ0206
 EJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU805424(NAD 83)
 EJ0206_MARKER: DB = BENCH MARK DISK
 EJ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0206_STAMPING: STA. NO. 71 1934
 EJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0206+STABILITY: SURFACE MOTION
 EJ0206
 EJ0206  HISTORY     - Date     Condition        Report By
 EJ0206  HISTORY     - 1934     MONUMENTED       CGS
 EJ0206  HISTORY     - 1940     GOOD             NGS
 EJ0206  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0206
 EJ0206                          STATION DESCRIPTION
 EJ0206
 EJ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0206'0.7 MI SE FROM BAUCUM.
 EJ0206'.7 MILE SOUTHEAST OF, ALONG S.L.S.RY. FROM STATION ABOUT 235 FEET
 EJ0206'NORTHWEST OF M.P.274-15.  54 FEET NORTH OF INTERSECTION OF CENTERLINES
 EJ0206'OF GRAVEL ROAD CROSSING WITH RAILWAY.  9.2 FEET NORTHEAST OF
 EJ0206'CENTERLINE OF ST. LOUIS SOUTHWESTERN RY.  TABLET SET IN PRECAST
 EJ0206'CONCRETE POST.  NOTE-- THE DEPOT HAS BEEN TORN DOWN SO REFERENCE
 EJ0206'SHOULD BE 6.3 MI SE OF ROSE CITY.
 EJ0206
 EJ0206                          STATION RECOVERY (1940)
 EJ0206
 EJ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 EJ0206'RECOVERED IN GOOD CONDITION.
 EJ0206
 EJ0206                          STATION RECOVERY (1989)
 EJ0206
 EJ0206'RECOVERY NOTE BY US POWER SQUADRON 1989 (CB)
 EJ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0205 ***********************************************************************
 EJ0205  DESIGNATION -  STA 77
 EJ0205  PID         -  EJ0205
 EJ0205  STATE/COUNTY-  AR/PULASKI
 EJ0205  USGS QUAD   -  SWEET HOME (1986)
 EJ0205
 EJ0205                         *CURRENT SURVEY CONTROL
 EJ0205  ___________________________________________________________________
 EJ0205* NAD 83(1986)-  34 44 16.     (N)    092 10 38.     (W)     SCALED    
 EJ0205* NAVD 88     -        75.399  (meters)     247.37   (feet)  ADJUSTED  
 EJ0205  ___________________________________________________________________
 EJ0205  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EJ0205  DYNAMIC HT  -          75.329 (meters)     247.14  (feet)  COMP
 EJ0205  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 EJ0205
 EJ0205  VERT ORDER  -  SECOND    CLASS 0
 EJ0205
 EJ0205.The horizontal coordinates were scaled from a topographic map and have
 EJ0205.an estimated accuracy of +/- 6 seconds.
 EJ0205
 EJ0205.The orthometric height was determined by differential leveling
 EJ0205.and adjusted by the National Geodetic Survey in June 1991..
 EJ0205
 EJ0205.The geoid height was determined by GEOID03.
 EJ0205
 EJ0205.The dynamic height is computed by dividing the NAVD 88
 EJ0205.geopotential number by the normal gravity value computed on the
 EJ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0205.degrees latitude (g = 980.6199 gals.).
 EJ0205
 EJ0205.The modeled gravity was interpolated from observed gravity values.
 EJ0205
 EJ0205;                    North         East    Units  Estimated Accuracy
 EJ0205;SPC AR S     -   629,730.      383,770.      MT  (+/- 180 meters Scaled)
 EJ0205
 EJ0205                          SUPERSEDED SURVEY CONTROL
 EJ0205
 EJ0205  NGVD 29 (??/??/92)   75.51   (m)          247.7    (f) COMPUTED    2 0
 EJ0205
 EJ0205.Superseded values are not recommended for survey control.
 EJ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0205.See file dsdata.txt to determine how the superseded data were derived.
 EJ0205
 EJ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU753442(NAD 83)
 EJ0205_MARKER: DB = BENCH MARK DISK
 EJ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0205_STAMPING: STA. NO. 77 1934
 EJ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0205+STABILITY: SURFACE MOTION
 EJ0205
 EJ0205  HISTORY     - Date     Condition        Report By
 EJ0205  HISTORY     - 1934     MONUMENTED       CGS
 EJ0205  HISTORY     - 1940     GOOD             NGS
 EJ0205
 EJ0205                          STATION DESCRIPTION
 EJ0205
 EJ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0205'2.7 MI SE FROM ROSE CITY.
 EJ0205'2.7 MILES SOUTHEAST OF, ALONG S.L.S. RY. FROM HWY. JCT.  ABOUT 150
 EJ0205'FEET SOUTHWEST OF MILE POLE 278-3.  ABOUT 120 FEET SOUTH OF CENTERLINE
 EJ0205'OF ST. LOUIS, SOUTHWESTERN RY.  57 FEET NORTHWEST OF NORTHWEST CORNER
 EJ0205'OF C.G. ROBERTS RESIDENCE.  2.4 FEET SOUTHEAST OF NORTHWEST CORNER OF
 EJ0205'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0205
 EJ0205                          STATION RECOVERY (1940)
 EJ0205
 EJ0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 EJ0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0567 ***********************************************************************
 DL0567  DESIGNATION -  STAMP BOLT
 DL0567  PID         -  DL0567
 DL0567  STATE/COUNTY-  AR/LAFAYETTE
 DL0567  USGS QUAD   -  BUCKNER (1968)
 DL0567
 DL0567                         *CURRENT SURVEY CONTROL
 DL0567  ___________________________________________________________________
 DL0567* NAD 83(1986)-  33 21 32.     (N)    093 29 44.     (W)     SCALED    
 DL0567* NAVD 88     -        81.579  (meters)     267.65   (feet)  ADJUSTED  
 DL0567  ___________________________________________________________________
 DL0567  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL0567  DYNAMIC HT  -          81.492 (meters)     267.36  (feet)  COMP
 DL0567  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 DL0567
 DL0567  VERT ORDER  -  FIRST     CLASS II
 DL0567
 DL0567.The horizontal coordinates were scaled from a topographic map and have
 DL0567.an estimated accuracy of +/- 6 seconds.
 DL0567
 DL0567.The orthometric height was determined by differential leveling
 DL0567.and adjusted by the National Geodetic Survey in June 1991..
 DL0567
 DL0567.The geoid height was determined by GEOID03.
 DL0567
 DL0567.The dynamic height is computed by dividing the NAVD 88
 DL0567.geopotential number by the normal gravity value computed on the
 DL0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0567.degrees latitude (g = 980.6199 gals.).
 DL0567
 DL0567.The modeled gravity was interpolated from observed gravity values.
 DL0567
 DL0567;                    North         East    Units  Estimated Accuracy
 DL0567;SPC AR S     -   477,790.      260,810.      MT  (+/- 180 meters Scaled)
 DL0567
 DL0567                          SUPERSEDED SURVEY CONTROL
 DL0567
 DL0567  NGVD 29 (??/??/92)   81.615  (m)          267.77   (f) ADJ UNCH    1 2
 DL0567
 DL0567.Superseded values are not recommended for survey control.
 DL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0567.See file dsdata.txt to determine how the superseded data were derived.
 DL0567
 DL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS538911(NAD 83)
 DL0567_MARKER: B = BOLT
 DL0567_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0567_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0567
 DL0567  HISTORY     - Date     Condition        Report By
 DL0567  HISTORY     - UNK      MONUMENTED       USE
 DL0567  HISTORY     - 1960     GOOD             NGS
 DL0567  HISTORY     - 1963     GOOD             NGS
 DL0567
 DL0567                          STATION DESCRIPTION
 DL0567
 DL0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0567'0.35 MI E FROM STAMPS.
 DL0567'ABOUT 0.35 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0567'STATION AT STAMPS, IN THE NORTHWEST 1/4 OF SECTION 16, T 16 S, R 23 W,
 DL0567'111 FEET SOUTH OF THE CENTER LINE OF FIRST STREET, 79 FEET EAST OF THE
 DL0567'SOUTHEAST CORNER OF A BRICK BUILDING HAVING AN ARCHED ROOF, 180 FEET
 DL0567'EAST OF THE EXTENDED CENTER LINE OF MARKET STREET, 47 FEET EAST OF A
 DL0567'26-INCH MAPLE TREE, THE TOP OF A COPPER BOLT SET IN THE TOP OF A
 DL0567'LIMESTONE BLOCK BEARING THE LETTERS USBM, ABOUT 4 FEET BELOW THE
 DL0567'SURFACE OF THE GROUND, ACCESS TO THE MARK IS HAD THROUGH AN IRON PIPE
 DL0567'BEARING A CORPS OF ENGINEERS CAP AND PROJECTING 14 INCHES ABOVE THE
 DL0567'GROUND.
 DL0567
 DL0567                          STATION RECOVERY (1963)
 DL0567
 DL0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0569 ***********************************************************************
 DL0569  DESIGNATION -  STAMPS
 DL0569  PID         -  DL0569
 DL0569  STATE/COUNTY-  AR/LAFAYETTE
 DL0569  USGS QUAD   -  BUCKNER (1968)
 DL0569
 DL0569                         *CURRENT SURVEY CONTROL
 DL0569  ___________________________________________________________________
 DL0569* NAD 83(1997)-  33 21 48.83958(N)    093 29 39.30512(W)     ADJUSTED  
 DL0569* NAVD 88     -        97.737  (meters)     320.66   (feet)  ADJUSTED  
 DL0569  ___________________________________________________________________
 DL0569  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DL0569  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL0569  DYNAMIC HT  -          97.632 (meters)     320.31  (feet)  COMP
 DL0569  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 DL0569
 DL0569  HORZ ORDER  -  SECOND
 DL0569  VERT ORDER  -  FIRST     CLASS II
 DL0569
 DL0569.The horizontal coordinates were established by classical geodetic methods
 DL0569.and adjusted by the National Geodetic Survey in September 1999..
 DL0569
 DL0569.The orthometric height was determined by differential leveling
 DL0569.and adjusted by the National Geodetic Survey in June 1991..
 DL0569
 DL0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0569
 DL0569.The geoid height was determined by GEOID03.
 DL0569
 DL0569.The dynamic height is computed by dividing the NAVD 88
 DL0569.geopotential number by the normal gravity value computed on the
 DL0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0569.degrees latitude (g = 980.6199 gals.).
 DL0569
 DL0569.The modeled gravity was interpolated from observed gravity values.
 DL0569
 DL0569;                    North         East     Units Scale Factor Converg.
 DL0569;SPC AR S     -   478,310.703   260,939.746   MT  0.99998651   -0 50 10.7
 DL0569;SPC AR S     - 1,569,257.70    856,099.82   sFT  0.99998651   -0 50 10.7
 DL0569;UTM  15      - 3,691,702.213   454,019.156   MT  0.99962607   -0 16 18.5
 DL0569
 DL0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0569!SPC AR S     -   0.99998884  x   0.99998651  =   0.99997535
 DL0569!UTM  15      -   0.99998884  x   0.99962607  =   0.99961492
 DL0569
 DL0569:                Primary Azimuth Mark                     Grid Az
 DL0569:SPC AR S     -  SHILO FIRE TOWER 91 AFC                  041 19 55.0
 DL0569:UTM  15      -  SHILO FIRE TOWER 91 AFC                  040 46 02.8
 DL0569
 DL0569|---------------------------------------------------------------------|
 DL0569| PID    Reference Object                     Distance      Geod. Az  |
 DL0569|                                                           dddmmss.s |
 DL0569| DL1501 SHILO FIRE TOWER 91 AFC             APPROX. 4.2 KM 0402944.3 |
 DL0569| DL0570 STAMPS RM 1                          28.030 METERS 05653     |
 DL0569| DL1504 LEWISVILLE MUNICIPAL TANK           APPROX. 8.3 KM 2681028.0 |
 DL0569| CX6316 STAMPS AZ MK                                       2925855.3 |
 DL0569| DL1500 STAMPS MUNICIPAL TANK                36.022 METERS 32654     |
 DL0569| DL0571 J 63                                 29.560 METERS 32829     |
 DL0569|---------------------------------------------------------------------|
 DL0569
 DL0569                          SUPERSEDED SURVEY CONTROL
 DL0569
 DL0569  NAD 83(1997)-  33 21 48.84700(N)    093 29 39.29658(W) AD(       ) 2
 DL0569  NAD 83(1986)-  33 21 48.85012(N)    093 29 39.29332(W) AD(       ) 2
 DL0569  NAD 27      -  33 21 48.40200(N)    093 29 38.65900(W) AD(       ) 2
 DL0569  NGVD 29 (??/??/92)   97.773  (m)          320.78   (f) ADJ UNCH    1 2
 DL0569
 DL0569.Superseded values are not recommended for survey control.
 DL0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0569.See file dsdata.txt to determine how the superseded data were derived.
 DL0569
 DL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5401991702(NAD 83)
 DL0569_MARKER: DS = TRIANGULATION STATION DISK
 DL0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0569_STAMPING: STAMPS 1950
 DL0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0569+STABILITY: SURFACE MOTION
 DL0569
 DL0569  HISTORY     - Date     Condition        Report By
 DL0569  HISTORY     - 1950     MONUMENTED       CGS
 DL0569  HISTORY     - 1960     GOOD             NGS
 DL0569  HISTORY     - 1963     GOOD             CGS
 DL0569  HISTORY     - 1963     GOOD             NGS
 DL0569
 DL0569                          STATION DESCRIPTION
 DL0569
 DL0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL0569'THE STATION IS LOCATED ABOUT 0.25 MILE NORTHEAST OF THE CENTER OF
 DL0569'THE TOWN OF STAMPS ON THE HIGHEST POINT OF THE RIDGE ON WHICH
 DL0569'THE HIGH SCHOOL IS LOCATED AND ON LAND OWNED BY THE STAMPS
 DL0569'PUBLIC SCHOOL.  IT IS 118.18 FEET SOUTHEAST OF THE CENTER OF THE
 DL0569'MUNICIPAL WATER TANK, 33 FEET SOUTH OF THE CENTER OF EAST-WEST
 DL0569'STREET AND 45 FEET NORTH OF THE NORTH SIDE OF HOUSE USED AS
 DL0569'DINING HALL FOR THE SCHOOL.  IT IS STAMPED STAMPS 1950 AND SET
 DL0569'1 FOOT BELOW THE GROUND SURFACE.
 DL0569'
 DL0569'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE
 DL0569'CONCRETE OF THE SIDEWALK, 25 FEET NORTH OF THE CENTER OF
 DL0569'EAST-WEST STREET, 23 FEET SOUTH OF THE SOUTH SIDE OF HOUSE
 DL0569'AND 1 FOOT NORTHWEST OF POWER LINE POLE.  IT IS STAMPED STAMPS
 DL0569'NO 1 1950 AND SET FLUSH WITH THE CONCRETE SURFACE.
 DL0569'
 DL0569'U.S.C. AND G. SURVEY BENCH MARK J 63 WAS USED AS REFERENCE MARK
 DL0569'NO 2.  IT IS NORTHWEST OF THE STATION, SET IN THE CONCRETE
 DL0569'FOUNDATION OF THE SOUTHEAST LEG OF THE WATER TANK.  IT IS STAMPED
 DL0569'J 63 1934 AND SET FLUSH WITH THE CONCRETE SURFACE.
 DL0569'
 DL0569'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 131.54 FEET.
 DL0569'
 DL0569'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST-NORTHWEST OF THE STATION,
 DL0569'SET IN THE WEST EDGE OF THE CONCRETE SIDE WALK, 0.05 MILE SOUTH
 DL0569'OF U.S. HIGHWAY 82, 22 FEET WEST OF THE CENTER OF NORTH-SOUTH
 DL0569'STREET AND 16 FEET NORTH OF POWER LINE POLE.  IT IS STAMPED
 DL0569'STAMPS 1950 AND SET FLUSH WITH THE CONCRETE SURFACE.  TO REACH
 DL0569'FROM THE STATION, GO WEST 0.25 MILE TO PAVED STREET, TURN RIGHT
 DL0569'AND GO NORTH 0.05 MILE TO THE MARK ON THE WEST SIDE AS
 DL0569'DESCRIBED.
 DL0569'
 DL0569'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL0569
 DL0569                          STATION RECOVERY (1960)
 DL0569
 DL0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0569'0.6 MI NE FROM STAMPS.
 DL0569'0.35 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0569'STATION AT STAMPS, THENCE 0.15 MILE NORTH ALONG MARKET STREET, THENCE
 DL0569'0.05 MILE WEST ALONG CHURCH STREET, THENCE 0.1 MILE NORTH ALONG OPERA
 DL0569'STREET, THENCE 254 FEET EAST ALONG CALVIN STREET, 36 FEET SOUTH OF THE
 DL0569'CENTERLINE OF CALVIN STREET, 217 FEET WEST OF THE WEST WALL OF
 DL0569'BUCHANAN HALL, 138 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SCHOOL
 DL0569'BUILDING, 97 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE CITY WATER
 DL0569'TOWER, 15-1/2 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, AND IN THE
 DL0569'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DL0569
 DL0569                          STATION RECOVERY (1963)
 DL0569
 DL0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL0569'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL0569'CONDITION.  THE STATION MARK IS 15.6 FEET SOUTH OF THE SOUTH EDGE
 DL0569'OF SIDEWALK, 7 FEET NORTH OF AN IRON RAILING ALONG SOUTH SIDE
 DL0569'OF A PARKING AREA AND IT IS ABOUT FLUSH WITH GROUND.
 DL0569'
 DL0569'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND IS 18.5 FEET NORTH
 DL0569'OF THE THIRD POWERLINE POLE SOUTH OF U.S. HIGHWAY 82 AND IS IN THE
 DL0569'WEST EDGE OF THE SIDEWALK.
 DL0569
 DL0569                          STATION RECOVERY (1963)
 DL0569
 DL0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1500 ***********************************************************************
 DL1500  DESIGNATION -  STAMPS MUNICIPAL TANK
 DL1500  PID         -  DL1500
 DL1500  STATE/COUNTY-  AR/LAFAYETTE
 DL1500  USGS QUAD   -  BUCKNER (1968)
 DL1500
 DL1500                         *CURRENT SURVEY CONTROL
 DL1500  ___________________________________________________________________
 DL1500* NAD 83(1997)-  33 21 49.81902(N)    093 29 40.06610(W)     ADJUSTED  
 DL1500* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 DL1500  ___________________________________________________________________
 DL1500  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DL1500  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL1500
 DL1500  HORZ ORDER  -  THIRD
 DL1500
 DL1500.The horizontal coordinates were established by classical geodetic methods
 DL1500.and adjusted by the National Geodetic Survey in September 1999..
 DL1500
 DL1500.The orthometric height was scaled from a topographic map.
 DL1500
 DL1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1500
 DL1500.The geoid height was determined by GEOID03.
 DL1500
 DL1500;                    North         East     Units Scale Factor Converg.
 DL1500;SPC AR S     -   478,341.162   260,920.516   MT  0.99998646   -0 50 11.2
 DL1500;SPC AR S     - 1,569,357.63    856,036.73   sFT  0.99998646   -0 50 11.2
 DL1500;UTM  15      - 3,691,732.470   453,999.634   MT  0.99962609   -0 16 19.0
 DL1500
 DL1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1500!SPC AR S     -   0.99998896  x   0.99998646  =   0.99997542
 DL1500!UTM  15      -   0.99998896  x   0.99962609  =   0.99961506
 DL1500
 DL1500                          SUPERSEDED SURVEY CONTROL
 DL1500
 DL1500  NAD 83(1997)-  33 21 49.82643(N)    093 29 40.05756(W) AD(       ) 4
 DL1500  NAD 83(1986)-  33 21 49.82971(N)    093 29 40.05401(W) AD(       ) 4
 DL1500  NAD 27      -  33 21 49.38100(N)    093 29 39.42000(W) AD(       ) 3
 DL1500
 DL1500.Superseded values are not recommended for survey control.
 DL1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1500.See file dsdata.txt to determine how the superseded data were derived.
 DL1500
 DL1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5400091732(NAD 83)
 DL1500_MARKER: 53 = ELEVATED TANK
 DL1500
 DL1500  HISTORY     - Date     Condition        Report By
 DL1500  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1500
 DL1500                          STATION DESCRIPTION
 DL1500
 DL1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1500'THE STATION IS LOCATED IN THE CENTRAL PART OF TOWN, 300 FEET
 DL1500'SOUTH OF U.S. HIGHWAY 82.  IT IS A 4 LEGGED STEEL STRUCTURE
 DL1500'SUPPORTING THE TANK PROPER WITH AN OVERALL HEIGHT OF 120 FEET.
 DL1500'IT HAS STAMPS PAINTED ON THE EAST AND WEST SIDES OF THE TANK.
 DL1500'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0570 ***********************************************************************
 DL0570  DESIGNATION -  STAMPS RM 1
 DL0570  PID         -  DL0570
 DL0570  STATE/COUNTY-  AR/LAFAYETTE
 DL0570  USGS QUAD   -  BUCKNER (1968)
 DL0570
 DL0570                         *CURRENT SURVEY CONTROL
 DL0570  ___________________________________________________________________
 DL0570* NAD 83(1986)-  33 21 48.     (N)    093 29 39.     (W)     SCALED    
 DL0570* NAVD 88     -        98.469  (meters)     323.06   (feet)  ADJUSTED  
 DL0570  ___________________________________________________________________
 DL0570  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL0570  DYNAMIC HT  -          98.364 (meters)     322.72  (feet)  COMP
 DL0570  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 DL0570
 DL0570  VERT ORDER  -  FIRST     CLASS II
 DL0570
 DL0570.The horizontal coordinates were scaled from a topographic map and have
 DL0570.an estimated accuracy of +/- 6 seconds.
 DL0570
 DL0570.The orthometric height was determined by differential leveling
 DL0570.and adjusted by the National Geodetic Survey in June 1991..
 DL0570
 DL0570.The geoid height was determined by GEOID03.
 DL0570
 DL0570.The dynamic height is computed by dividing the NAVD 88
 DL0570.geopotential number by the normal gravity value computed on the
 DL0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0570.degrees latitude (g = 980.6199 gals.).
 DL0570
 DL0570.The modeled gravity was interpolated from observed gravity values.
 DL0570
 DL0570;                    North         East    Units  Estimated Accuracy
 DL0570;SPC AR S     -   478,290.      260,950.      MT  (+/- 180 meters Scaled)
 DL0570
 DL0570                          SUPERSEDED SURVEY CONTROL
 DL0570
 DL0570  NGVD 29 (??/??/92)   98.506  (m)          323.18   (f) ADJ UNCH    1 2
 DL0570
 DL0570.Superseded values are not recommended for survey control.
 DL0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0570.See file dsdata.txt to determine how the superseded data were derived.
 DL0570
 DL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS540916(NAD 83)
 DL0570_MARKER: DS = TRIANGULATION STATION DISK
 DL0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0570_SP_SET: CONCRETE WALK
 DL0570_STAMPING: STAMPS NO 1 1950
 DL0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0570
 DL0570  HISTORY     - Date     Condition        Report By
 DL0570  HISTORY     - 1950     MONUMENTED       CGS
 DL0570  HISTORY     - 1960     GOOD             NGS
 DL0570  HISTORY     - 1963     GOOD             NGS
 DL0570
 DL0570                          STATION DESCRIPTION
 DL0570
 DL0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0570'0.6 MI NE FROM STAMPS.
 DL0570'20 FEET NORTH OF THE CENTERLINE OF CALVIN STREET, 131 FEET EAST OF THE
 DL0570'SOUTHEAST LEG OF THE CITY WATER TOWER, 1 FOOT NORTHWEST OF A LIGHT
 DL0570'POLE, 91.1 FEET NORTHEAST OF THE TRIANGULATION STATION, ABOUT 1 FOOT
 DL0570'ABOVE THE STREET, AND IN THE TOP OF THE SOUTH EDGE OF A CONCRETE WALK.
 DL0570
 DL0570                          STATION RECOVERY (1963)
 DL0570
 DL0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2106 ***********************************************************************
 DK2106  DESIGNATION -  STAR CITY MUNICIPAL TANK
 DK2106  PID         -  DK2106
 DK2106  STATE/COUNTY-  AR/LINCOLN
 DK2106  USGS QUAD   -  STAR CITY (1973)
 DK2106
 DK2106                         *CURRENT SURVEY CONTROL
 DK2106  ___________________________________________________________________
 DK2106* NAD 83(1997)-  33 56 34.05076(N)    091 50 54.80413(W)     ADJUSTED  
 DK2106* NAVD 88     -                                                        
 DK2106  ___________________________________________________________________
 DK2106  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DK2106  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK2106
 DK2106  HORZ ORDER  -  THIRD
 DK2106
 DK2106.The horizontal coordinates were established by classical geodetic methods
 DK2106.and adjusted by the National Geodetic Survey in September 1999..
 DK2106
 DK2106
 DK2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2106
 DK2106.The geoid height was determined by GEOID03.
 DK2106
 DK2106;                    North         East     Units Scale Factor Converg.
 DK2106;SPC AR S     -   541,548.027   413,999.300   MT  0.99991974   +0 05 05.1
 DK2106;SPC AR S     - 1,776,728.82  1,358,262.70   sFT  0.99991974   +0 05 05.1
 DK2106;UTM  15      - 3,756,409.939   606,407.241   MT  0.99973958   +0 38 34.7
 DK2106
 DK2106                          SUPERSEDED SURVEY CONTROL
 DK2106
 DK2106  NAD 83(1986)-  33 56 34.05960(N)    091 50 54.79793(W) AD(       ) 4
 DK2106  NAD 27      -  33 56 33.67800(N)    091 50 54.31800(W) AD(       ) 3
 DK2106
 DK2106.Superseded values are not recommended for survey control.
 DK2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2106.See file dsdata.txt to determine how the superseded data were derived.
 DK2106
 DK2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0640756410(NAD 83)
 DK2106_MARKER: 51 = TANK
 DK2106
 DK2106  HISTORY     - Date     Condition        Report By
 DK2106  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2106
 DK2106                          STATION DESCRIPTION
 DK2106
 DK2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2106'OBSERVED FINIAL OF MUNICIPAL WATER TANK IN STAR CITY.  STEEL,
 DK2106'SILVER PAINTED, ABOUT 125 FEET HIGH.  LOCATED 2 BLOCKS W
 DK2106'OF COURTHOUSE WHICH IS IN SQUARE IN CENTER OF TOWN.
 DK2106'
 DK2106'OBSERVED UPON FROM TRIANGULATION STATIONS TARRY, PUNTNEY, AND RELFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0849 ***********************************************************************
 GE0849  DESIGNATION -  STATE
 GE0849  PID         -  GE0849
 GE0849  STATE/COUNTY-  AR/RANDOLPH
 GE0849  USGS QUAD   -  DALTON (1981)
 GE0849
 GE0849                         *CURRENT SURVEY CONTROL
 GE0849  ___________________________________________________________________
 GE0849* NAD 83(1997)-  36 29 54.05023(N)    091 08 39.63254(W)     ADJUSTED  
 GE0849* NAVD 88     -       160.85   (+/-2cm)     527.7    (feet)  VERTCON   
 GE0849  ___________________________________________________________________
 GE0849  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 GE0849  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GE0849
 GE0849  HORZ ORDER  -  THIRD
 GE0849  VERT ORDER  -  THIRD ? (See Below)
 GE0849
 GE0849.The horizontal coordinates were established by classical geodetic methods
 GE0849.and adjusted by the National Geodetic Survey in September 1999..
 GE0849
 GE0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0849.The vertical order pertains to the NGVD 29 superseded value.
 GE0849
 GE0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0849
 GE0849.The geoid height was determined by GEOID03.
 GE0849
 GE0849;                    North         East     Units Scale Factor Converg.
 GE0849;SPC AR N     -   240,537.473   476,664.813   MT  1.00006314   +0 29 52.5
 GE0849;SPC AR N     -   789,163.36  1,563,857.81   sFT  1.00006314   +0 29 52.5
 GE0849;SPC MO E     -    73,979.481   192,274.920   MT  0.99997437   -0 22 59.8
 GE0849;UTM  15      - 4,040,825.879   666,196.015   MT  0.99994031   +1 06 14.4
 GE0849
 GE0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0849!SPC AR N     -   0.99997927  x   1.00006314  =   1.00004241
 GE0849!SPC MO E     -   0.99997927  x   0.99997437  =   0.99995365
 GE0849!UTM  15      -   0.99997927  x   0.99994031  =   0.99991959
 GE0849
 GE0849|---------------------------------------------------------------------|
 GE0849| PID    Reference Object                     Distance      Geod. Az  |
 GE0849|                                                           dddmmss.s |
 GE0849| CI3288 STATE RM 1                           25.952 METERS 05859     |
 GE0849| GE0836 BAKER                               APPROX. 4.0 KM 1365906.5 |
 GE0849| CI3287 STATE AZ MK                                        1832928.8 |
 GE0849| CI3289 STATE RM 2                           23.704 METERS 20102     |
 GE0849|---------------------------------------------------------------------|
 GE0849
 GE0849                          SUPERSEDED SURVEY CONTROL
 GE0849
 GE0849  NAD 83(1986)-  36 29 54.05773(N)    091 08 39.63195(W) AD(       ) 3
 GE0849  NAD 27      -  36 29 53.83140(N)    091 08 39.16570(W) AD(       ) 3
 GE0849  NGVD 29 (07/19/86)  160.76   (m)          527.4    (f) LEVELING    3  
 GE0849
 GE0849.Superseded values are not recommended for survey control.
 GE0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0849.See file dsdata.txt to determine how the superseded data were derived.
 GE0849
 GE0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6619640826(NAD 83)
 GE0849_MARKER: DS = TRIANGULATION STATION DISK
 GE0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0849
 GE0849  HISTORY     - Date     Condition        Report By
 GE0849  HISTORY     - 1955     MONUMENTED       CGS
 GE0849
 GE0849                          STATION DESCRIPTION
 GE0849
 GE0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0849'THE STATION IS LOCATED AT THE ARKANSAS-MISSOURI STATE LINE,
 GE0849'ABOUT 7 MILES EAST OF MYRTLE, MISSOURI, 6 MILES SOUTH-SOUTHWEST
 GE0849'OF GATEWOOD, MISSOURI, 175 FEET WEST OF A FARM HOME, AND 14 FEET
 GE0849'EAST OF THE CENTER OF A GRAVEL ROAD.
 GE0849'
 GE0849'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, GO SOUTH AND
 GE0849'EAST ON STATE HIGHWAY 93 FOR 1.3 MILES TO A SIDE ROAD ON THE
 GE0849'LEFT AT A POINT WHERE HIGHWAY 93 TURNS RIGHT, TURN LEFT ON THE
 GE0849'SIDE ROAD AND GO NORTHERLY FOR 2.2 MILES TO A FORK, TAKE RIGHT
 GE0849'ROAD AND GO 1.0 MILE TO A CHURCH ON THE RIGHT, KEEP LEFT AND
 GE0849'GO 0.7 MILE TO A FORK, TAKE RIGHT ROAD AND GO 2.15 MILES TO A
 GE0849'FORK, TAKE RIGHT ROAD AND GO 0.65 MILE TO A SIDE ROAD ON THE
 GE0849'LEFT, TURN LEFT AND GO NORTH FOR 0.5 MILE TO THE AZIMUTH MARK
 GE0849'ON THE LEFT AS DESCRIBED, CONTINUE NORTH FOR 0.15 MILE TO
 GE0849'THE STATION ON THE RIGHT.
 GE0849'
 GE0849'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 GE0849'AND THE DISK IS STAMPED STATE 1955.
 GE0849'
 GE0849'REFERENCE MARK 1 IS 8 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GE0849'OF A GARAGE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 GE0849'STATE NO 1 1955.
 GE0849'
 GE0849'REFERENCE MARK 2 IS 14 FEET WEST OF THE CENTER OF THE ROAD,
 GE0849'1 FOOT SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT EAST
 GE0849'OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 GE0849'STATE NO 2 1955.
 GE0849'
 GE0849'THE AZIMUTH MARK IS 10 FEET WEST OF THE CENTER OF THE ROAD,
 GE0849'2 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT
 GE0849'EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 GE0849'IS STAMPED STATE 1955.
 GE0849'
 GE0849'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3001 ***********************************************************************
 EH3001  DESIGNATION -  STATE FARM 3 WATER TANK
 EH3001  PID         -  EH3001
 EH3001  STATE/COUNTY-  AR/LINCOLN
 EH3001  USGS QUAD   -  CADES (1975)
 EH3001
 EH3001                         *CURRENT SURVEY CONTROL
 EH3001  ___________________________________________________________________
 EH3001* NAD 83(1997)-  34 03 42.44448(N)    091 34 47.12583(W)     ADJUSTED  
 EH3001* NAVD 88     -                                                        
 EH3001  ___________________________________________________________________
 EH3001  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 EH3001  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH3001
 EH3001  HORZ ORDER  -  THIRD
 EH3001
 EH3001.The horizontal coordinates were established by classical geodetic methods
 EH3001.and adjusted by the National Geodetic Survey in September 1999..
 EH3001
 EH3001
 EH3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3001
 EH3001.The geoid height was determined by GEOID03.
 EH3001
 EH3001;                    North         East     Units Scale Factor Converg.
 EH3001;SPC AR S     -   554,815.800   438,792.642   MT  0.99991858   +0 14 06.7
 EH3001;SPC AR S     - 1,820,258.17  1,439,605.53   sFT  0.99991858   +0 14 06.7
 EH3001;UTM  15      - 3,769,917.113   631,066.347   MT  0.99981176   +0 47 44.1
 EH3001
 EH3001                          SUPERSEDED SURVEY CONTROL
 EH3001
 EH3001  NAD 83(1986)-  34 03 42.45244(N)    091 34 47.11999(W) AD(       ) 4
 EH3001  NAD 27      -  34 03 42.09000(N)    091 34 46.67000(W) AD(       ) 3
 EH3001
 EH3001.Superseded values are not recommended for survey control.
 EH3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3001.See file dsdata.txt to determine how the superseded data were derived.
 EH3001
 EH3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3106669917(NAD 83)
 EH3001_MARKER: 53 = ELEVATED TANK
 EH3001
 EH3001  HISTORY     - Date     Condition        Report By
 EH3001  HISTORY     - 1940     FIRST OBSERVED   CGS
 EH3001
 EH3001                          STATION DESCRIPTION
 EH3001
 EH3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3001'POINT OBSERVED UPON WAS THE FINIAL OF THE STATE FARM NO.3
 EH3001'WATER TANK.  THE TANK IS A STEEL STRUCTURE, PAINTED SILVER
 EH3001'ON SILVER COLORED LEGS.  IT IS APPROXIMATELY 40 FEET TO THE
 EH3001'BOTTOM OF THE TANK AND 25 FEET FROM THE BOTTOM OF THE TANK TO
 EH3001'THE FINIAL.  THE TANK HAS A CONICAL TOP.  IT IS LOCATED 2.75
 EH3001'MILES NE OF VARNER.  THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1163 ***********************************************************************
 DK1163  DESIGNATION -  STATE LINE BOLT
 DK1163  PID         -  DK1163
 DK1163  STATE/COUNTY-  AR/CHICOT
 DK1163  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1163
 DK1163                         *CURRENT SURVEY CONTROL
 DK1163  ___________________________________________________________________
 DK1163* NAD 83(1986)-  33 00 55.     (N)    091 18 26.     (W)     SCALED    
 DK1163* NAVD 88     -        37.68   (+/-2cm)     123.6    (feet)  VERTCON   
 DK1163  ___________________________________________________________________
 DK1163  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK1163
 DK1163  VERT ORDER  -  ? (See Below)
 DK1163
 DK1163.The horizontal coordinates were scaled from a topographic map and have
 DK1163.an estimated accuracy of +/- 6 seconds.
 DK1163
 DK1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1163.The vertical order pertains to the NGVD 29 superseded value.
 DK1163
 DK1163.The geoid height was determined by GEOID03.
 DK1163
 DK1163;                    North         East    Units  Estimated Accuracy
 DK1163;SPC AR S     -   438,890.      464,740.      MT  (+/- 180 meters Scaled)
 DK1163
 DK1163                          SUPERSEDED SURVEY CONTROL
 DK1163
 DK1163  NGVD 29 (??/??/??)   37.773  (m)          123.93   (f) ADJUSTED    ?  
 DK1163
 DK1163.Superseded values are not recommended for survey control.
 DK1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1163.See file dsdata.txt to determine how the superseded data were derived.
 DK1163
 DK1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS581542(NAD 83)
 DK1163_MARKER: B = BOLT
 DK1163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1163_STAMPING: USE
 DK1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1163
 DK1163  HISTORY     - Date     Condition        Report By
 DK1163  HISTORY     - UNK      MONUMENTED       DOD
 DK1163  HISTORY     - 1935     GOOD             CGS
 DK1163
 DK1163                          STATION DESCRIPTION
 DK1163
 DK1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1163'1.5 MI N FROM KILBOURNE.
 DK1163'IN CHICOT COUNTY, ABOUT 1.5 MILES NORTH ALONG THE MISSOURI PACIFIC
 DK1163'RAILROAD FROM THE HIGH SCHOOL AT KILBOURNE, WEST CARROLL PARISH,
 DK1163'LOUISIANA, ABOUT 0.8 MILE NORTH OF THE LOUISIANA-ARKANSAS STATE LINE,
 DK1163'ABOUT 0.3 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY 159, 152 FEET
 DK1163'SOUTH OF THE TWENTY-FIFTH POLE SOUTH OF MILEPOST 453, AT THE SOUTHEAST
 DK1163'CORNER OF THE JUNCTION OF THE HIGHWAY AND A ROAD LEADING EAST, 149
 DK1163'FEET WEST OF A BLAZED 12-INCH ELM TREE, 106.7 FEET EAST OF THE CENTER
 DK1163'LINE OF THE TRACK, EAST OF A BLAZED 36-INCH WHITE OAK TREE WEST OF THE
 DK1163'RAILROAD, 26.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 DK1163'SOUTH OF THE CENTER LINE OF THE ROAD, AND 3 FEET SOUTHEAST OF A FENCE
 DK1163'CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 DK1163'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 DK1163'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1164 ***********************************************************************
 DK1164  DESIGNATION -  STATE LINE CAP
 DK1164  PID         -  DK1164
 DK1164  STATE/COUNTY-  AR/CHICOT
 DK1164  USGS QUAD   -  EUDORA SOUTH (1981)
 DK1164
 DK1164                         *CURRENT SURVEY CONTROL
 DK1164  ___________________________________________________________________
 DK1164* NAD 83(1986)-  33 00 55.     (N)    091 18 24.     (W)     SCALED    
 DK1164* NAVD 88     -        38.919  (meters)     127.69   (feet)  ADJUSTED  
 DK1164  ___________________________________________________________________
 DK1164  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK1164  DYNAMIC HT  -          38.877 (meters)     127.55  (feet)  COMP
 DK1164  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 DK1164
 DK1164  VERT ORDER  -  SECOND    CLASS 0
 DK1164
 DK1164.The horizontal coordinates were scaled from a topographic map and have
 DK1164.an estimated accuracy of +/- 6 seconds.
 DK1164
 DK1164.The orthometric height was determined by differential leveling
 DK1164.and adjusted by the National Geodetic Survey in June 1991..
 DK1164
 DK1164.The geoid height was determined by GEOID03.
 DK1164
 DK1164.The dynamic height is computed by dividing the NAVD 88
 DK1164.geopotential number by the normal gravity value computed on the
 DK1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1164.degrees latitude (g = 980.6199 gals.).
 DK1164
 DK1164.The modeled gravity was interpolated from observed gravity values.
 DK1164
 DK1164;                    North         East    Units  Estimated Accuracy
 DK1164;SPC AR S     -   438,890.      464,790.      MT  (+/- 180 meters Scaled)
 DK1164
 DK1164                          SUPERSEDED SURVEY CONTROL
 DK1164
 DK1164  NGVD 29 (??/??/??)   39.016  (m)          128.00   (f) ADJUSTED    2 0
 DK1164
 DK1164.Superseded values are not recommended for survey control.
 DK1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1164.See file dsdata.txt to determine how the superseded data were derived.
 DK1164
 DK1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS581542(NAD 83)
 DK1164_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1164_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1164
 DK1164  HISTORY     - Date     Condition        Report By
 DK1164  HISTORY     - UNK      MONUMENTED       DOD
 DK1164  HISTORY     - 1934     GOOD             CGS
 DK1164
 DK1164                          STATION DESCRIPTION
 DK1164
 DK1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1164'8.0 MI N FROM ARKLA.
 DK1164'P.B.M. STATE LINE IS A PIPE STONE BENCH WITH A BRASS CAP, LOCATED ON
 DK1164'EAST SIDE OF ARK. STATE HIGHWAY 59 IN CHICOT COUNTY, ARK., 0.8 MILE
 DK1164'NORTH OF ARK.-LA. STATE LINE.  SEC. 28, T19S, R2W.  .3 MILE SOUTH OF
 DK1164'RR CROSSING.  106.7 FEET EAST OF POINT ON CENTERLINE OF MO. PAC. RR
 DK1164'WHICH IS 152 FEET SOUTH OF TELEPHONE POLE NO. 453/25.  26.5 FEET EAST
 DK1164'OF CENTERLINE OF HWY. 59.  19.0 FEET SOUTH OF CENTERLINE OF DIRT ROAD
 DK1164'AND 3 FEET FROM FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0958 ***********************************************************************
 FH0958  DESIGNATION -  STATTLER
 FH0958  PID         -  FH0958
 FH0958  STATE/COUNTY-  AR/CRAWFORD
 FH0958  USGS QUAD   -  UNIONTOWN (1983)
 FH0958
 FH0958                         *CURRENT SURVEY CONTROL
 FH0958  ___________________________________________________________________
 FH0958* NAD 83(1997)-  35 31 02.49358(N)    094 23 55.68012(W)     ADJUSTED  
 FH0958* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 FH0958  ___________________________________________________________________
 FH0958  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 FH0958  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FH0958
 FH0958  HORZ ORDER  -  FIRST
 FH0958
 FH0958.The horizontal coordinates were established by classical geodetic methods
 FH0958.and adjusted by the National Geodetic Survey in September 1999..
 FH0958
 FH0958.The orthometric height was scaled from a topographic map.
 FH0958
 FH0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0958
 FH0958.The geoid height was determined by GEOID03.
 FH0958
 FH0958;                    North         East     Units Scale Factor Converg.
 FH0958;SPC AR N     -   134,007.699   182,440.484   MT  0.99993661   -1 23 45.1
 FH0958;SPC AR N     -   439,656.93    598,556.82   sFT  0.99993661   -1 23 45.1
 FH0958;SPC OK N     -    63,460.560   926,592.510   MT  1.00000932   +2 07 30.9
 FH0958;SPC OK N     -   208,203.52  3,039,995.59   sFT  1.00000932   +2 07 30.9
 FH0958;UTM  15      - 3,931,318.288   373,161.658   MT  0.99979825   -0 48 45.9
 FH0958
 FH0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0958!SPC AR N     -   0.99995282  x   0.99993661  =   0.99988943
 FH0958!SPC OK N     -   0.99995282  x   1.00000932  =   0.99996214
 FH0958!UTM  15      -   0.99995282  x   0.99979825  =   0.99975108
 FH0958
 FH0958|---------------------------------------------------------------------|
 FH0958| PID    Reference Object                     Distance      Geod. Az  |
 FH0958|                                                           dddmmss.s |
 FH0958| CI3294 STATTLER RM 1                         7.854 METERS 04121     |
 FH0958| CI3295 STATTLER RM 2                        12.043 METERS 32628     |
 FH0958| CI3293 STATTLER AZ MK                                     3490116.5 |
 FH0958|---------------------------------------------------------------------|
 FH0958
 FH0958                          SUPERSEDED SURVEY CONTROL
 FH0958
 FH0958  NAD 83(1997)-  35 31 02.49855(N)    094 23 55.68103(W) AD(       ) 1
 FH0958  NAD 83(1986)-  35 31 02.49707(N)    094 23 55.67336(W) AD(       ) 1
 FH0958  NAD 27      -  35 31 02.18300(N)    094 23 54.90600(W) AD(       ) 1
 FH0958
 FH0958.Superseded values are not recommended for survey control.
 FH0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0958.See file dsdata.txt to determine how the superseded data were derived.
 FH0958
 FH0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7316231318(NAD 83)
 FH0958_MARKER: DS = TRIANGULATION STATION DISK
 FH0958_SETTING: 66 = SET IN ROCK OUTCROP
 FH0958
 FH0958  HISTORY     - Date     Condition        Report By
 FH0958  HISTORY     - 1940     MONUMENTED       CGS
 FH0958  HISTORY     - 1959     GOOD             CGS
 FH0958
 FH0958                          STATION DESCRIPTION
 FH0958
 FH0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0958'STATION IS LOCATED ABOUT 6.0 MILES NW OF VAN BUREN AND ABOUT
 FH0958'1.0 MILE SW OF STATTLER ON THE EXTREME W END OF A RIDGE
 FH0958'EXTENDING SW FROM STATTLER.
 FH0958'
 FH0958'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FH0958'HOLES IN OUTCROPPING BEDROCK.
 FH0958'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 FH0958'
 FH0958'STATION IS STAMPED STATTLER 1940 AND IS SET FLUSH WITH THE
 FH0958'GROUND.  IT IS 40.0 FEET SW OF A 24-INCH OAK TREE WITH A
 FH0958'TRIANGLE BLAZE.
 FH0958'
 FH0958'REFERENCE MARK NO.1 IS STAMPED STATTLER NO.1, 1940 IS SET
 FH0958'FLUSH WITH THE GROUND AT ABOUT THE SAME ELEVATION AS THE STATION.
 FH0958'IT IS 23.0 FEET WSW OF A 24-INCH OAK TREE WITH A TRIANGLE BLAZE
 FH0958'ON IT.
 FH0958'
 FH0958'REFERENCE MARK NO.2 IS STAMPED STATTLER NO.2, 1940 IS SET ABOUT
 FH0958'6 INCHES ABOVE THE GROUND.  IT IS ABOUT 7.0 FEET LOWER THAN
 FH0958'THE STATION.
 FH0958'
 FH0958'AZIMUTH MARK IS STAMPED STATTLER 1940 AND PROJECTS ABOUT 6
 FH0958'INCHES ABOVE THE GROUND.  IT IS 1.0 FOOT S OF FENCE CORNER,
 FH0958'7.4 FEET W OF GATE POST, AND 38.9 FEET E OF THE SE CORNER
 FH0958'OF BARN.
 FH0958'
 FH0958'STATION IS REACHED AS FOLLOWS- FROM THE RAILROAD DEPOT IN VAN
 FH0958'BUREN GO N ON STATE HIGHWAY 59 TO STORE AND SCHOOLHOUSE AT THE
 FH0958'TOWN OF FIGURE FIVE.  CONTINUE ON STATE HIGHWAY 59 FOR 2.4 MILES
 FH0958'TO A SIDE ROAD ON THE LEFT (W) AND FOLLOW MAIN-TRAVELED ROAD
 FH0958'W AND S 1.5 MILES.  TURN RIGHT (W) AND GO 0.25 MILE TO CHURCH ON
 FH0958'THE LEFT.  (AZIMUTH MARK IS REACHED FROM HERE BY CONTINUING 0.3
 FH0958'MILE TO SIDE ROAD ON THE LEFT (S).  TURN LEFT ON SIDE ROAD AND
 FH0958'GO 0.3 MILE TO AZIMUTH MARK IN FARM YARD).  TAKE ROAD THROUGH
 FH0958'CHURCH YARD AND GO 0.15 MILE TO CEMETERY.  TAKE TRACK ROAD
 FH0958'AND GO SW 0.6 MILE TO TREE WITH TRIANGLE BLAZE AND END OF
 FH0958'TRUCK TRAVEL.  PACK 200 YARDS NW TO THE TOP OF RIDGE AND
 FH0958'STATION.
 FH0958
 FH0958                          STATION RECOVERY (1959)
 FH0958
 FH0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0958'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 FH0958'STATION IS NEAR THE EXTREME SOUTHWEST END OF A NARROW RIDGE AND
 FH0958'IS JUST EAST OF A POINT WHERE A NORTH-SOUTH FENCE LINE CROSSES
 FH0958'OVER THE RIDGE.  R.M. NO. 2 IS 1 FOOT EAST OF THIS FENCE LINE.
 FH0958'
 FH0958'TO REACH THE STATION FROM VAN BUREN, FROM THE RAILROAD STATION
 FH0958'AT THE NORTH EDGE OF THE BUSINESS DISTRICT, GO NORTH ON STATE
 FH0958'HIGHWAY 59 FOR 8.25 MILES TO JUNCTION WITH STATE HIGHWAY 220,
 FH0958'TURN LEFT ON ROUTE 220 AND GO WEST AND SOUTHWEST FOR 1.0 MILE
 FH0958'TO FORKS, TAKE LEFT FORK AND CONTINUE FOR 0.55 MILE TO A SIDE
 FH0958'ROAD RIGHT, TURN RIGHT AND GO 0.25 MILE TO A CHURCH ON LEFT,
 FH0958'(TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON MAIN
 FH0958'ROAD FOR 0.4 MILE TO FORKS, TAKE LEFT FORK AND GO WEST, SOUTH
 FH0958'AND WEST FOR 0.4 MILE TO END OF ROAD AT A FARMHOUSE.  THE
 FH0958'AZIMUTH MARK IS IN THE BARNLOT TO EAST OF THE BARN), TURN
 FH0958'LEFT THROUGH CHURCH YARD AND GO 0.15 MILE TO TWO WIRE GATES
 FH0958'NEAR SOUTHWEST CORNER OF CEMETERY, GO THROUGH WIRE GATE AND
 FH0958'FOLLOW OLD WOODS ROAD SOUTHWEST ALONG NORTHWEST BASE OF
 FH0958'RIDGE FOR ABOUT 0.5 MILE TO A STOCK POND ON RIGHT, SONTINUE
 FH0958'SOUTHWEST FOR 0.3 MILE TO A WIRE GATE, PASS THROUGH GATE FOR
 FH0958'ABOUT 25 YARDS TO ANOTHER WIRE GATE AND END OF TRUCK TRAVEL.
 FH0958'PACK SOUTH ALONG EAST SIDE OF FENCE TO SUMMIT OF RIDGE AND
 FH0958'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1810 ***********************************************************************
 EJ1810  DESIGNATION -  STAVES
 EJ1810  PID         -  EJ1810
 EJ1810  STATE/COUNTY-  AR/CLEVELAND
 EJ1810  USGS QUAD   -  STAVES (1984)
 EJ1810
 EJ1810                         *CURRENT SURVEY CONTROL
 EJ1810  ___________________________________________________________________
 EJ1810* NAD 83(1997)-  34 01 35.61891(N)    092 16 35.30059(W)     ADJUSTED  
 EJ1810* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 EJ1810  ___________________________________________________________________
 EJ1810  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 EJ1810  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ1810
 EJ1810  HORZ ORDER  -  SECOND
 EJ1810
 EJ1810.The horizontal coordinates were established by classical geodetic methods
 EJ1810.and adjusted by the National Geodetic Survey in September 1999..
 EJ1810
 EJ1810.The orthometric height was scaled from a topographic map.
 EJ1810
 EJ1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1810
 EJ1810.The geoid height was determined by GEOID03.
 EJ1810
 EJ1810;                    North         East     Units Scale Factor Converg.
 EJ1810;SPC AR S     -   550,863.222   374,468.223   MT  0.99991848   -0 09 17.1
 EJ1810;SPC AR S     - 1,807,290.42  1,228,567.83   sFT  0.99991848   -0 09 17.1
 EJ1810;UTM  15      - 3,765,337.002   566,796.073   MT  0.99965500   +0 24 17.6
 EJ1810
 EJ1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1810!SPC AR S     -   0.99999138  x   0.99991848  =   0.99990986
 EJ1810!UTM  15      -   0.99999138  x   0.99965500  =   0.99964638
 EJ1810
 EJ1810|---------------------------------------------------------------------|
 EJ1810| PID    Reference Object                     Distance      Geod. Az  |
 EJ1810|                                                           dddmmss.s |
 EJ1810| CY6516 STAVES RM 1                          29.005 METERS 01648     |
 EJ1810| EJ1809 ARKANSAS FORESTRY COMM LOT 77       APPROX. 1.9 KM 0435739.3 |
 EJ1810| CY6515 STAVES AZ MK                                       2564110.6 |
 EJ1810| CY6517 STAVES RM 2                          27.819 METERS 28052     |
 EJ1810|---------------------------------------------------------------------|
 EJ1810
 EJ1810                          SUPERSEDED SURVEY CONTROL
 EJ1810
 EJ1810  NAD 83(1986)-  34 01 35.62906(N)    092 16 35.29286(W) AD(       ) 2
 EJ1810  NAD 27      -  34 01 35.26726(N)    092 16 34.75667(W) AD(       ) 2
 EJ1810
 EJ1810.Superseded values are not recommended for survey control.
 EJ1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1810.See file dsdata.txt to determine how the superseded data were derived.
 EJ1810
 EJ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6679665337(NAD 83)
 EJ1810_MARKER: DS = TRIANGULATION STATION DISK
 EJ1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1810
 EJ1810  HISTORY     - Date     Condition        Report By
 EJ1810  HISTORY     - 1964     MONUMENTED       CGS
 EJ1810
 EJ1810                          STATION DESCRIPTION
 EJ1810
 EJ1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1810'NO MEASUREMENT BETWEEN REFERENCE MARKS, BUILDING ON LINE.
 EJ1810'
 EJ1810'ABOUT 1 MILE SOUTH OF THE SMALL SETTLEMENT OF STAVES, IN
 EJ1810'THE SOUTHEAST 1/4 OF SEC. 13, T-8-S, R-12-W, AND ON THE
 EJ1810'PROPERTY OF THE Y COMMUNITY CLUB.  IT IS 120 FEET EAST OF THE
 EJ1810'CENTERLINE OF STATE HIGHWAY 35, 59 FEET SOUTHEAST OF A 30
 EJ1810'INCH OAK TREE, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EJ1810'THE CLUB BUILDING AND 8 FEET NORTH OF A WITNESS POST.  THE
 EJ1810'MONUMENT IS FLUSH AND THE DISK IS STAMPED STAVES 1964.
 EJ1810'
 EJ1810'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 35
 EJ1810'AND 212 IN STAVES, GO SOUTH ON HIGHWAY 35 FOR 0.9 MILES TO THE
 EJ1810'STATION ON THE LEFT.
 EJ1810'
 EJ1810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 EJ1810'HIGHWAY FOR .05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 EJ1810'SOUTH ON THE GRADED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 EJ1810'ON THE RIGHT.
 EJ1810'
 EJ1810'REFERENCE MARK 1 IS 103 FEET NORTHEAST OF THE WITNESS POST,
 EJ1810'40 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING, AND 40
 EJ1810'FEET WEST OF A 20 INCH GUM TREE.  THE MONUMENT IS FLUSH AND
 EJ1810'THE DISK IS STAMPED STAVES NO 1 1964.
 EJ1810'
 EJ1810'REFERENCE MARK 2 IS 64 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EJ1810'OF THE BUILDING, 25 FEET NORTH OF AN 18 INCH OAK TREE, AND 31
 EJ1810'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT
 EJ1810'IS FLUSH AND THE DISK IS STAMPED STAVES NO 2 1964.
 EJ1810'
 EJ1810'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 EJ1810'21 FEET NORTHWEST OF A WITNESS POST, 16 FEET SOUTHEAST OF THE
 EJ1810'NORTHEAST CORNER OF A SMALL PUMP SHED, 9 FEET NORTHWEST OF A
 EJ1810'WOOD GATE, AND 1 FOOT EAST OF A FENCE.  THE MONUMENT PREJECTS
 EJ1810'2 INCHES AND THE DISK IS STAMPED STAVES 1964.
 EJ1810'
 EJ1810'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1505 ***********************************************************************
 DL1505  DESIGNATION -  STEEL
 DL1505  PID         -  DL1505
 DL1505  STATE/COUNTY-  AR/LAFAYETTE
 DL1505  USGS QUAD   -  LEWISVILLE (1978)
 DL1505
 DL1505                         *CURRENT SURVEY CONTROL
 DL1505  ___________________________________________________________________
 DL1505* NAD 83(1997)-  33 21 34.18616(N)    093 37 03.87230(W)     ADJUSTED  
 DL1505* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 DL1505  ___________________________________________________________________
 DL1505  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DL1505  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DL1505
 DL1505  HORZ ORDER  -  SECOND
 DL1505
 DL1505.The horizontal coordinates were established by classical geodetic methods
 DL1505.and adjusted by the National Geodetic Survey in September 1999..
 DL1505
 DL1505.The orthometric height was scaled from a topographic map.
 DL1505
 DL1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1505
 DL1505.The geoid height was determined by GEOID03.
 DL1505
 DL1505;                    North         East     Units Scale Factor Converg.
 DL1505;SPC AR S     -   478,033.996   249,441.040   MT  0.99998734   -0 54 19.6
 DL1505;SPC AR S     - 1,568,349.87    818,374.48   sFT  0.99998734   -0 54 19.6
 DL1505;UTM  15      - 3,691,312.246   442,527.805   MT  0.99964072   -0 20 22.9
 DL1505
 DL1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1505!SPC AR S     -   0.99999101  x   0.99998734  =   0.99997835
 DL1505!UTM  15      -   0.99999101  x   0.99964072  =   0.99963174
 DL1505
 DL1505:                Primary Azimuth Mark                     Grid Az
 DL1505:SPC AR S     -  LEWISVILLE MUNICIPAL TANK                087 37 56.0
 DL1505:UTM  15      -  LEWISVILLE MUNICIPAL TANK                087 03 59.3
 DL1505
 DL1505|---------------------------------------------------------------------|
 DL1505| PID    Reference Object                     Distance      Geod. Az  |
 DL1505|                                                           dddmmss.s |
 DL1505| DL1504 LEWISVILLE MUNICIPAL TANK           APPROX. 3.3 KM 0864336.4 |
 DL1505| CX6325 STEEL RM 1                           32.019 METERS 08919     |
 DL1505| DL0829 A 119                                              2631640.8 |
 DL1505| CX6324 STEEL AZ MK                                        2661434.5 |
 DL1505| CX6326 STEEL RM 2                           26.747 METERS 26921     |
 DL1505|---------------------------------------------------------------------|
 DL1505
 DL1505                          SUPERSEDED SURVEY CONTROL
 DL1505
 DL1505  NAD 83(1997)-  33 21 34.19292(N)    093 37 03.86362(W) AD(       ) 2
 DL1505  NAD 83(1986)-  33 21 34.19724(N)    093 37 03.86023(W) AD(       ) 2
 DL1505  NAD 27      -  33 21 33.74500(N)    093 37 03.21600(W) AD(       ) 2
 DL1505
 DL1505.Superseded values are not recommended for survey control.
 DL1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1505.See file dsdata.txt to determine how the superseded data were derived.
 DL1505
 DL1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4252891312(NAD 83)
 DL1505_MARKER: DS = TRIANGULATION STATION DISK
 DL1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1505
 DL1505  HISTORY     - Date     Condition        Report By
 DL1505  HISTORY     - 1951     MONUMENTED       CGS
 DL1505  HISTORY     - 1963     MARK NOT FOUND   CGS
 DL1505
 DL1505                          STATION DESCRIPTION
 DL1505
 DL1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1505'STATION IS LOCATED 2.3 MILES WEST OF LEWISVILLE, ON THE
 DL1505'RIGHT-OF-WAY OF U.S. HIGHWAY 82, 76 FEET NORTH OF THE NORTH
 DL1505'RAIL OF A RAILROAD TRACK, 39 FEET SOUTH OF THE CENTER OF THE
 DL1505'HIGHWAY, AND 8 FEET NORTH OF AN EAST-WEST FENCE.
 DL1505'
 DL1505'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN LEWISVILLE,
 DL1505'GO WEST ON U.S. HIGHWAY 82 FOR 2.25 MILES TO THE STATION
 DL1505'ON THE LEFT AS DESCRIBED.  CONTINUE FOR 0.4 MILE TO THE AZIMUTH
 DL1505'MARK ON THE RIGHT AS DESCRIBED.
 DL1505'
 DL1505'THE STATION MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED
 DL1505'STEEL 1951.
 DL1505'
 DL1505'REFERENCE MARK NO. 1 IS 78 FEET NORTH OF THE NORTH RAIL OF
 DL1505'THE RAILROAD TRACK, 34 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DL1505'AND 10 FEET NORTH OF THE EAST-WEST FENCE.  THE MARK PROJECTS
 DL1505'ABOUT 8 INCHES, AND THE DISK IS STAMPED STEEL NO 1 1951.
 DL1505'
 DL1505'REFERENCE MARK NO. 2 IS 75 FEET NORTH OF THE NORTH RAIL OF THE
 DL1505'RAILROAD TRACK, 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DL1505'AND 9 FEET NORTH OF THE FENCE.  THE MARK PROJECTS ABOUT 8 INCHES,
 DL1505'AND THE DISK IS STAMPED STEEL NO 2 1951.
 DL1505'
 DL1505'AZIMUTH MARK IS 52 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 DL1505'16 FEET SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT EAST OF A
 DL1505'POWER POLE.  THE MARK PROJECTS ABOUT 10 INCHES, AND THE DISK
 DL1505'IS STAMPED STEEL 1951.
 DL1505'
 DL1505'BENCH MARK A-119 IS 0.25 MILE WEST OF THE STATION, AND 65 FEET
 DL1505'SOUTH OF THE HIGHWAY.  IT IS A STANDARD BENCH MARK DISK SET
 DL1505'IN A DRILL HOLE IN THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 DL1505'RAILROAD BOX CULVERT.  THE MARK IS FLUSH WITH THE TOP OF THE
 DL1505'HEADWALL, AND THE DISK IS STAMPED A 119 1934.
 DL1505'
 DL1505'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 DL1505'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL1505'
 DL1505'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1505
 DL1505                          STATION RECOVERY (1963)
 DL1505
 DL1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1505'A SEARCH WAS MADE FOR THIS STATION BUT NEITHER THE STATION
 DL1505'MARK NOR THE REFERENCE MARKS COULD BE FOUND.  GRADING HAS BEEN
 DL1505'DONE ALONG THE HIGHWAY RIGHT OF WAY AND IT APPEARS THAT THE
 DL1505'STATION WAS DESTROYED.  THE AZIMUTH MARK WAS RECOVERED AND
 DL1505'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2149 ***********************************************************************
 DK2149  CBN         -  This is a Cooperative Base Network Control Station.
 DK2149  PACS        -  This is a Primary Airport Control Station.
 DK2149  DESIGNATION -  STELL
 DK2149  PID         -  DK2149
 DK2149  STATE/COUNTY-  AR/ASHLEY
 DK2149  USGS QUAD   -  CROSSETT NORTH (1973)
 DK2149
 DK2149                         *CURRENT SURVEY CONTROL
 DK2149  ___________________________________________________________________
 DK2149* NAD 83(1997)-  33 10 26.11647(N)    091 53 09.89489(W)     ADJUSTED  
 DK2149* NAVD 88     -        53.51   (meters)     175.6    (feet)  GPS OBS   
 DK2149  ___________________________________________________________________
 DK2149  X           -    -175,882.779 (meters)                     COMP
 DK2149  Y           -  -5,341,072.729 (meters)                     COMP
 DK2149  Z           -   3,470,134.826 (meters)                     COMP
 DK2149  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DK2149  ELLIP HEIGHT-          27.62  (meters)          (07/20/01) GPS OBS
 DK2149  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DK2149
 DK2149  HORZ ORDER  -  B
 DK2149  ELLP ORDER  -  FOURTH    CLASS I
 DK2149
 DK2149.This mark is at Z M Jack Steel Airport (CRT)
 DK2149
 DK2149.The horizontal coordinates were established by GPS observations
 DK2149.and adjusted by the National Geodetic Survey in September 1997..
 DK2149
 DK2149.The orthometric height was determined by GPS observations and a
 DK2149.high-resolution geoid model.
 DK2149
 DK2149.GPS derived orthometric heights for airport stations designated as
 DK2149.PACS or SACS are published to 2 decimal places.  This maintains
 DK2149.centimeter relative accuracy between the PACS and SACS.  It does
 DK2149.not indicate centimeter accuracy relative to other marks which are
 DK2149.part of the NAVD 88 network.
 DK2149
 DK2149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2149
 DK2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2149
 DK2149.The ellipsoidal height was determined by GPS observations
 DK2149.and is referenced to NAD 83.
 DK2149
 DK2149.The geoid height was determined by GEOID03.
 DK2149
 DK2149;                    North         East     Units Scale Factor Converg.
 DK2149;SPC AR S     -   456,268.122   410,625.395   MT  1.00003034   +0 03 49.5
 DK2149;SPC AR S     - 1,496,939.66  1,347,193.48   sFT  1.00003034   +0 03 49.5
 DK2149;UTM  15      - 3,671,120.592   603,855.594   MT  0.99973298   +0 36 34.5
 DK2149
 DK2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2149!SPC AR S     -   0.99999566  x   1.00003034  =   1.00002600
 DK2149!UTM  15      -   0.99999566  x   0.99973298  =   0.99972864
 DK2149
 DK2149:                Primary Azimuth Mark                     Grid Az
 DK2149:SPC AR S     -  STELL AZ MK                              051 30 38.7
 DK2149:UTM  15      -  STELL AZ MK                              050 57 53.7
 DK2149
 DK2149|---------------------------------------------------------------------|
 DK2149| PID    Reference Object                     Distance      Geod. Az  |
 DK2149|                                                           dddmmss.s |
 DK2149| DK2150 STELL AZ MK                         APPROX. 0.9 KM 0513428.2 |
 DK2149|---------------------------------------------------------------------|
 DK2149
 DK2149                          SUPERSEDED SURVEY CONTROL
 DK2149
 DK2149  ELLIP H (09/19/97)   27.68   (m)                       GP(       ) 4 1
 DK2149  NAD 83(1997)-  33 10 26.12429(N)    091 53 09.88838(W) AD(       ) 1
 DK2149  NAD 83(1986)-  33 10 26.12873(N)    091 53 09.88501(W) AD(       ) 1
 DK2149  NGVD 29 (11/13/90)   53.6    (m)          176.     (f) GPS OBS        
 DK2149
 DK2149.Superseded values are not recommended for survey control.
 DK2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2149.See file dsdata.txt to determine how the superseded data were derived.
 DK2149
 DK2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0385671121(NAD 83)
 DK2149_MARKER: DH = HORIZONTAL CONTROL DISK
 DK2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2149_SP_SET: CONCRETE POST
 DK2149_STAMPING: STELL 1986
 DK2149_MARK LOGO: NGS   
 DK2149_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2149+STABILITY: SURFACE MOTION
 DK2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2149+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 DK2149
 DK2149  HISTORY     - Date     Condition        Report By
 DK2149  HISTORY     - 1986     MONUMENTED       NGS
 DK2149  HISTORY     - 19890601 GOOD             NGS
 DK2149  HISTORY     - 19900403 GOOD
 DK2149  HISTORY     - 19920513 GOOD             NGS
 DK2149  HISTORY     - 19970206 GOOD             NGS
 DK2149  HISTORY     - 20000204 GOOD             NGS
 DK2149  HISTORY     - 20050329 GOOD             ARHD
 DK2149
 DK2149                          STATION DESCRIPTION
 DK2149
 DK2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DK2149'STATION MARK WAS RECOVERED IN GOOD CONDITION.  NO OTHER MARKS SET.
 DK2149'STATION IS LOCATED ABOUT 19.9 KM (12.4 MI) SOUTH OF FOUNTAIN HILL,
 DK2149'9.4 KM (5.8 MI) SOUTHWEST OF HAMBURG, AND 9.4 KM (5.8 MI) NORTHEAST
 DK2149'OF CROSSETT.  AT THE CROSSETT MUNICIPAL AIRPORT. OWNERSHIP--CITY OF
 DK2149'CROSSETT AR 71635.  AIRPORT MANAGER IS Z.M.STELL, RTE 4 BOX 403,
 DK2149'CROSSETT AR 71635.  PHONE IS 501-364-6590 OR HOME 501-364-3194.
 DK2149'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 82 AND STATE HIGHWAY 133 IN
 DK2149'EAST CROSSETT.  GO NORTH AND NORTHEAST ON STATE HIGHWAY 133 FOR 3.88
 DK2149'KM (2.41 MI) TO THE JUNCTION OF STATE HIGHWAY 52 AND STATE HIGHWAY
 DK2149'133 TURNS NORTH.  CONTINUE NORTHEAST AND EASTERLY ON STATE HIGHWAY 52
 DK2149'FOR 5.64 KM (3.50 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT AND GO
 DK2149'NORTH ON THE AIRPORT ENTRANCE ROAD AND WEST ACROSS A PARKING LOT FOR
 DK2149'200 FEET TO A GATE AND AIRPORT OFFICE STRAIGHT AHEAD.  PASS THROUGH
 DK2149'THE GATE AND TURN RIGHT AND GO NORTHWEST ON AN APRON, PASSING BETWEEN
 DK2149'TWO HANGERS AND ALONG A TAXIWAY FOR 0.19 KM (0.12 MI) TO THE RUNWAY
 DK2149'AND THE STATION ON THE RIGHT.
 DK2149'STATION IS A STANDARD NGS STATION MARK DISK STAMPED---STELL 1986---.
 DK2149'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 DK2149'GROUND.  IT IS 32.3 M (106.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 DK2149'RUNWAY 5, 30.6 M (100.4 FT) SOUTH-SOUTHEAST OF THE FIRST RUNWAY LIGHT
 DK2149'NORTHEAST OF THE SOUTHWEST END OF RUNWAY 5, 17.7 M (58.1 FT) EAST OF
 DK2149'A TAXIWAY LIGHT, 15.9 M (52.2 FT) NORTHEAST OF THE NORTHEAST EDGE OF
 DK2149'A TAXIWAY, AND 1.5 M (4.9 FT) WEST OF THE NORTHWEST END OF THE
 DK2149'HEADWALL OF A CONCRETE CULVERT.
 DK2149'THERE IS A LOCKED GATE AT THIS AIRPORT.
 DK2149'DESCRIBED BY E.J.HANSMANN.
 DK2149
 DK2149                          STATION RECOVERY (1990)
 DK2149
 DK2149'RECOVERED 1990
 DK2149'RECOVERED IN GOOD CONDITION.
 DK2149
 DK2149                          STATION RECOVERY (1992)
 DK2149
 DK2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK2149'THE STATION IS LOCATED ABOUT 19.9 KM (12.37 MI) SOUTH OF FOUNTAIN HILL
 DK2149', 9.4 KM (5.84 MI) SOUTHWEST OF HAMBURG, AND 9.4 KM (5.84 MI)
 DK2149'NORTHEAST OF CROSSETT. AT THE CROSSETT MUNICIPAL AIRPORT. OWNERSHIP--
 DK2149'CITY OF CROSSETT. THE AIRPORT MANAGER IS Z.M. STELL, ROUTE 4 BOX 403,
 DK2149'CROSSETT, AR 71635. TELEPHONE NUMBER 501-364-6590 OR HIS HOME NUMBER
 DK2149'501-364-3194.
 DK2149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DK2149'HIGHWAY 113 IN EAST CROSSETT. GO NORTH AND NORTHEAST ON STATE HIGHWAY
 DK2149'133 FOR 3.88 KM (2.41 MI) TO THE JUNCTION OF STATE HIGHWAY 52 AND
 DK2149'WHERE STATE HIGHWAY 133 TURNS NORTH. CONTINUE NORTHEAST AND EASTERLY
 DK2149'ON STATE HIGHWAY 52 FOR 5.64 KM (3.50 MI) TO A PAVED ROAD ON THE
 DK2149'LEFT. TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD AND WEST
 DK2149'ACROSS A PARKING LOT FOR 200 FEET TO A GATE AND AIRPORT OFFICE
 DK2149'STRAIGHT AHEAD. PASS THROUGH THE GATE AND TURN RIGHT AND GO NORTHWEST
 DK2149'ON AN APRON, PASSING BETWEEN TWO HANGERS AND ALONG A TAXIWAY FOR 0.19
 DK2149'KM (0.12 MI) TO THE RUNWAY AND THE STATION ON THE RIGHT.
 DK2149'THE STATION MARK IS A NGS STATION MARK DISK STAMPED---STELL 1986---.
 DK2149'SET IN THE TOP OF A 30-CM ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 DK2149'THE GROUND. IT IS 32.3 M (105.97 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 DK2149'OF RUNWAY 5, 30.6 M (100.39 FT) SOUTH-SOUTHEAST OF THE FIRST RUNWAY
 DK2149'LIGHT NORTHEAST OF THE SOUTHWEST END OF RUNWAY 5, 17.7 M (58.07 FT)
 DK2149'EAST OF A TAXIWAY LIGHT, 15.9 M (52.17 FT) NORTHEAST OF THE NORTHEAST
 DK2149'EDGE OF A TAXIWAY, AND 1.5 M (4.92 FT) WEST OF THE NORTHWEST END OF A
 DK2149'HEADWALL.
 DK2149'THE GATE AT THE AIRPORT IS LOCKED.
 DK2149
 DK2149                          STATION RECOVERY (1997)
 DK2149
 DK2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 DK2149'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHWEST OF HAMBURG, 9 KM
 DK2149'(5.60 MI) NORTHEAST OF CROSSETT, AT THE STELL FIELD AIRFIELD, IN THE
 DK2149'EAST QUADRANT OF THE JUNCTION OF RUNWAY END 5 AND THE CONNECTOR
 DK2149'TAXIWAY TO THE RUNWAY END FROM THE APRON.  OWNERSHIP--CITY OF
 DK2149'CROSSETT.  AIRPORT MANAGER IS Z.M. STELL, ROUTE 4 BOX 403, CROSSETT AR
 DK2149'71635, OFFICE PHONE IS 501-364-6590, HOME PHONE IS 501-364-3194.
 DK2149'CONTACT HIM IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND
 DK2149'ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM THE JUNCTION OF U.S.
 DK2149'HIGHWAY 82 AND STATE HIGHWAY 113 ON THE EAST SIDE OF CROSSETT, GO
 DK2149'NORTH AND NORTHEAST ON HIGHWAY 113 FOR 3.88 KM (2.40 MI) TO THE
 DK2149'JUNCTION OF STATE HIGHWAY 52 (AT THIS POINT HIGHWAY 113 TURNS NORTH).
 DK2149'BEAR RIGHT, NORTHEAST AND EASTERLY ON HIGHWAY 52 FOR 5.64 KM (3.50 MI)
 DK2149'TO THE PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH ON
 DK2149'THE ROAD AND ACROSS A PARKING LOT FOR ABOUT 60 M (196.8 FT) TO A GATE
 DK2149'AT THE APRON ON THE LEFT AND THE AIRPORT OFFICE ON THE RIGHT.  TURN
 DK2149'LEFT, NORTHWEST, PASSING THROUGH THE GATE, ACROSS THE APRON AND ALONG
 DK2149'A TAXIWAY FOR 0.19 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY AND THE
 DK2149'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 DK2149'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 32.3 M (106.0 FT)
 DK2149'SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, 29.3 M (96.1 FT)
 DK2149'SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTHEAST OF RUNWAY END 5, 20.7 M
 DK2149'(67.9 FT) EAST OF A TAXIWAY LIGHT, 15.9 M (52.2 FT) NORTHEAST OF THE
 DK2149'NORTHEAST EDGE OF THE TAXIWAY, 1.5 M (4.9 FT) WEST OF THE NORTHWEST
 DK2149'END OF A CONCRETE HEADWALL OF A CULVERT, 1.4 M (4.6 FT) SOUTHEAST OF
 DK2149'THE EXTENDED CENTER OF THE STOP LINE AND 0.25 M (0.82 FT) SOUTHWEST OF
 DK2149'A PLASTIC WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA
 DK2149'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 DK2149
 DK2149                          STATION RECOVERY (2000)
 DK2149
 DK2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 DK2149'RECOVERED AS DESCRIBED.
 DK2149
 DK2149                          STATION RECOVERY (2005)
 DK2149
 DK2149'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK2149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2150 ***********************************************************************
 DK2150  DESIGNATION -  STELL AZ MK
 DK2150  PID         -  DK2150
 DK2150  STATE/COUNTY-  AR/ASHLEY
 DK2150  USGS QUAD   -  CROSSETT NORTH (1973)
 DK2150
 DK2150                         *CURRENT SURVEY CONTROL
 DK2150  ___________________________________________________________________
 DK2150* NAD 83(1997)-  33 10 43.93984(N)    091 52 43.17651(W)     ADJUSTED  
 DK2150* NAVD 88     -        54.9    (meters)     180.     (feet)  VERTCON   
 DK2150  ___________________________________________________________________
 DK2150  X           -    -175,181.110 (meters)                     COMP
 DK2150  Y           -  -5,340,796.239 (meters)                     COMP
 DK2150  Z           -   3,470,595.127 (meters)                     COMP
 DK2150  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DK2150  ELLIP HEIGHT-          28.92  (meters)          (09/24/01) GPS OBS
 DK2150  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DK2150
 DK2150  HORZ ORDER  -  FIRST
 DK2150  ELLP ORDER  -  FOURTH    CLASS II
 DK2150
 DK2150.This mark is at Z M Jack Steel Airport (CRT)
 DK2150
 DK2150.The horizontal coordinates were established by GPS observations
 DK2150.and adjusted by the National Geodetic Survey in September 1999..
 DK2150
 DK2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2150
 DK2150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2150
 DK2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2150
 DK2150.The ellipsoidal height was determined by GPS observations
 DK2150.and is referenced to NAD 83.
 DK2150
 DK2150.The geoid height was determined by GEOID03.
 DK2150
 DK2150;                    North         East     Units Scale Factor Converg.
 DK2150;SPC AR S     -   456,818.030   411,316.989   MT  1.00002906   +0 04 04.5
 DK2150;SPC AR S     - 1,498,743.82  1,349,462.49   sFT  1.00002906   +0 04 04.5
 DK2150;UTM  15      - 3,671,676.898   604,541.716   MT  0.99973475   +0 36 49.4
 DK2150
 DK2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2150!SPC AR S     -   0.99999546  x   1.00002906  =   1.00002452
 DK2150!UTM  15      -   0.99999546  x   0.99973475  =   0.99973021
 DK2150
 DK2150:                Primary Azimuth Mark                     Grid Az
 DK2150:SPC AR S     -  STELL                                    231 30 38.4
 DK2150:UTM  15      -  STELL                                    230 57 53.5
 DK2150
 DK2150|---------------------------------------------------------------------|
 DK2150| PID    Reference Object                     Distance      Geod. Az  |
 DK2150|                                                           dddmmss.s |
 DK2150| DK2149 STELL                               APPROX. 0.9 KM 2313442.9 |
 DK2150|---------------------------------------------------------------------|
 DK2150
 DK2150                          SUPERSEDED SURVEY CONTROL
 DK2150
 DK2150  ELLIP H (09/14/99)   28.98   (m)                       GP(       ) 4 1
 DK2150  NAD 83(1997)-  33 10 43.94804(N)    091 52 43.16984(W) AD(       ) 1
 DK2150  NAD 83(1986)-  33 10 43.95197(N)    091 52 43.16647(W) AD(       ) 1
 DK2150  NGVD 29 (11/13/90)   54.9    (m)          180.     (f) GPS OBS        
 DK2150
 DK2150.Superseded values are not recommended for survey control.
 DK2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2150.See file dsdata.txt to determine how the superseded data were derived.
 DK2150
 DK2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0454271677(NAD 83)
 DK2150_MARKER: DZ = AZIMUTH MARK DISK
 DK2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2150_SP_SET: CONCRETE POST
 DK2150_STAMPING: STELL 1986
 DK2150_MARK LOGO: NGS   
 DK2150_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2150+STABILITY: SURFACE MOTION
 DK2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2150+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1992
 DK2150
 DK2150  HISTORY     - Date     Condition        Report By
 DK2150  HISTORY     - 1986     MONUMENTED       NGS
 DK2150  HISTORY     - 19890601 GOOD             NGS
 DK2150  HISTORY     - 19900403 GOOD
 DK2150  HISTORY     - 19920513 GOOD             NGS
 DK2150
 DK2150                          STATION DESCRIPTION
 DK2150
 DK2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DK2150'STATION MARK WAS RECOVERED IN GOOD CONDITION.  NO OTHER MARKS SET.
 DK2150'STATION IS LOCATED ABOUT 19.9 KM (12.4 MI) SOUTH OF FOUNTAIN HILL,
 DK2150'9.4 KM (5.8 MI) SOUTHWEST OF HAMBURG, AND 9.4 KM (5.8 MI) NORTHEAST
 DK2150'OF CROSSETT.  AT THE CROSSETT MUNICIPAL AIRPORT. OWNERSHIP--CITY OF
 DK2150'CROSSETT AR 71635.  AIRPORT MANAGER IS Z.M.STELL, RTE 4 BOX 403,
 DK2150'CROSSETT AR 71635.  PHONE IS 501-364-6590 OR HOME 501-364-3194.
 DK2150'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 82 AND STATE HIGHWAY 133 IN
 DK2150'EAST CROSSETT.  GO NORTH AND NORTHEAST ON STATE HIGHWAY 133 FOR 3.88
 DK2150'KM (2.41 MI) TO THE JUNCTION OF STATE HIGHWAY 52 AND STATE HIGHWAY
 DK2150'133 TURNS NORTH.  CONTINUE NORTHEAST AND EASTERLY ON STATE HIGHWAY 52
 DK2150'FOR 5.64 KM (3.50 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT AND GO
 DK2150'NORTH ON THE AIRPORT ENTRANCE ROAD AND WEST ACROSS A PARKING LOT FOR
 DK2150'200 FT (61.0 M) TO A GATE AND AIRPORT OFFICE STRAIGHT AHEAD. PASS
 DK2150'THROUGH THE GATE AND TURN RIGHT AND GO NORTHWEST ON AN APRON, PASSING
 DK2150'BETWEEN TWO HANGERS AND ALONG A TAXIWAY FOR 0.19 KM (0.12 MI) TO THE
 DK2150'RUNWAY. TURN RIGHT AND GO NORTHEAST ON THE RUNWAY FOR 0.92 KM
 DK2150'(0.57 MI) TO THE ELEVENTH RUNWAY LIGHT NORTHEAST OF THE SOUTHWEST END
 DK2150'OF RUNWAY 5 AND THE STATION ON THE RIGHT.
 DK2150'STATION IS A STANDARD NGS STATION MARK DISK STAMPED---STELL 1986---.
 DK2150'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 DK2150'96.1 M (315.3 FT) SOUTHWEST OF THE SIXTH RUNWAY LIGHT SOUTHWEST OF
 DK2150'THE NORTHEAST END OF RUNWAY 23, 94.8 M (311.0 FT) EAST-NORTHEAST OF
 DK2150'THE EIGHTH RUNWAY LIGHT SOUTHWEST OF THE NORTHEAST END OF RUNWAY 23,
 DK2150'65.8 M (215.9 FT) NORTH-NORTHWEST OF THE LADDER POLE OF THE AIRPORT
 DK2150'BEACON LIGHT AND WINDSOCK, 29.8 M (97.8 FT) SOUTHEAST OF THE
 DK2150'SOUTHEAST EDGE OF THE RUNWAY, 27.6 M (90.6 FT) SOUTHEAST OF THE
 DK2150'ELEVENTH RUNWAY LIGHT NORTHEAST OF THE SOUTHWEST END OF RUNWAY 5, AND
 DK2150'0.5 M (1.6 FT) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DK2150'THERE IS A LOCKED GATE AT THIS AIRPORT.
 DK2150'DESCRIBED BY E.J.HANSMANN.
 DK2150
 DK2150                          STATION RECOVERY (1990)
 DK2150
 DK2150'RECOVERED 1990
 DK2150'RECOVERED IN GOOD CONDITION.
 DK2150
 DK2150                          STATION RECOVERY (1992)
 DK2150
 DK2150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK2150'THE STATION IS LOCATED ABOUT 19.9 KM (12.37 MI) SOUTH OF FOUNTAIN HILL
 DK2150', 9.4 KM (5.84 MI) SOUTHWEST OF HAMBURG, AND 9.4 KM (5.84 MI)
 DK2150'NORTHEAST OF CROSSETT. AT THE CROSSETT MUNICIPAL AIRPORT. OWNERSHIP--
 DK2150'CITY OF CROSSETT. THE AIRPORT MANAGER IS Z.M. STELL, ROUTE 4 BOX 403,
 DK2150'CROSSETT, AR 71635. TELEPHONE NUMBER 501-364-6590 OR HIS HOME NUMBER
 DK2150'501-364-3194.
 DK2150'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DK2150'HIGHWAY 113 IN EAST CROSSETT. GO NORTH AND NORTHEAST ON STATE HIGHWAY
 DK2150'133 FOR 3.88 KM (2.41 MI) TO THE JUNCTION OF STATE HIGHWAY 52 AND
 DK2150'WHERE STATE HIGHWAY 133 TURNS NORTH. CONTINUE NORTHEAST AND EASTERLY
 DK2150'ON STATE HIGHWAY 52 FOR 5.64 KM (3.50 MI) TO A PAVED ROAD ON THE
 DK2150'LEFT. TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD AND WEST
 DK2150'ACROSS A PARKING LOT FOR 200 FEET TO A GATE AND AIRPORT OFFICE
 DK2150'STRAIGHT AHEAD. PASS THROUGH THE GATE AND TURN RIGHT AND GO NORTHWEST
 DK2150'ON AN APRON, PASSING BETWEEN TWO HANGERS AND ALONG A TAXIWAY FOR 0.19
 DK2150'KM (0.12 MI) TO THE RUNWAY. TURN RIGHT AND GO NORTHEAST ON THE RUNWAY
 DK2150'FOR 0.92 KM (0.57 MI) TO THE ELEVENTH RUNWAY LIGHT NORTHEAST OF THE
 DK2150'SOUTHWEST END OF RUNWAY 5 AND THE STATION ON THE RIGHT.
 DK2150'THE STATION MARK IS A NGS STATION MARK DISK STAMPED---STELL 1986---.
 DK2150'SET IN THE TOP OF A 30-CM ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 DK2150'THE GROUND. IT IS 96.1 M (315.29 FT) SOUTHWEST OF THE SIXTH RUNWAY
 DK2150'LIGHT SOUTHWEST  OF THE NORTHEAST END OF RUNWAY 23, 94.8 M
 DK2150'(311.02 FT) EAST-NORTHEAST OF THE EIGHTTH RUNWAY LIGHT SOUTHWEST OF
 DK2150'THE NORTHEAST END OF RUNWAY 23, 65.8 M (215.88 FT) NORTH-NORTHWEST OF
 DK2150'THE LADDER POLE OF THE AIRPORT BEACON LIGHT AND WINDSCOK, 29.8 M
 DK2150'(97.77 FT) SOUTHEAST OF THE EDGE OF THE RUNWAY, 27.6 M (90.55 FT)
 DK2150'SOUTHEAST OF THE ELEVENTH RUNWAY LIGHT NORTHEAST OF THE SOUTHWEST END
 DK2150'OF RUNWAY 5, AND 0.5 M (1.64 FT) WEST-SOUTHWEST OF A WITNESS POST.
 DK2150'NOTE THE GATE AT THE AIRPPORT IS LOCKED.
 DK2150'THE GATE AT THE AIRPORT IS LOCKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2782 ***********************************************************************
 EH2782  DESIGNATION -  STELLA
 EH2782  PID         -  EH2782
 EH2782  STATE/COUNTY-  AR/PHILLIPS
 EH2782  USGS QUAD   -  FRIARS POINT NW (1964)
 EH2782
 EH2782                         *CURRENT SURVEY CONTROL
 EH2782  ___________________________________________________________________
 EH2782* NAD 83(1997)-  34 23 31.29978(N)    090 41 43.34317(W)     ADJUSTED  
 EH2782* NAVD 88     -        61.1    (meters)     200.     (feet)  VERTCON   
 EH2782  ___________________________________________________________________
 EH2782  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 EH2782  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH2782
 EH2782  HORZ ORDER  -  FIRST
 EH2782
 EH2782.The horizontal coordinates were established by classical geodetic methods
 EH2782.and adjusted by the National Geodetic Survey in September 1999..
 EH2782
 EH2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2782
 EH2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2782
 EH2782.The geoid height was determined by GEOID03.
 EH2782
 EH2782;                    North         East     Units Scale Factor Converg.
 EH2782;SPC AR S     -   592,129.951   519,960.473   MT  0.99993789   +0 43 48.7
 EH2782;SPC AR S     - 1,942,679.68  1,705,903.65   sFT  0.99993789   +0 43 48.7
 EH2782;SPC MS W     -   542,490.495   666,709.050   MT  0.99996366   -0 12 16.2
 EH2782;SPC MS W     - 1,779,820.90  2,187,361.27   sFT  0.99996366   -0 12 16.2
 EH2782;UTM  15      - 3,808,032.214   711,865.468   MT  1.00015332   +1 18 08.1
 EH2782
 EH2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2782!SPC AR S     -   0.99999463  x   0.99993789  =   0.99993252
 EH2782!SPC MS W     -   0.99999463  x   0.99996366  =   0.99995829
 EH2782!UTM  15      -   0.99999463  x   1.00015332  =   1.00014795
 EH2782
 EH2782:                Primary Azimuth Mark                     Grid Az
 EH2782:SPC AR S     -  HELENA CABLE TV MAST                     026 05 09.7
 EH2782:SPC MS W     -  HELENA CABLE TV MAST                     027 01 14.6
 EH2782:UTM  15      -  HELENA CABLE TV MAST                     025 30 50.3
 EH2782
 EH2782|---------------------------------------------------------------------|
 EH2782| PID    Reference Object                     Distance      Geod. Az  |
 EH2782|                                                           dddmmss.s |
 EH2782| EH2851 HELENA CABLE TV MAST                APPROX.17.2 KM 0264858.4 |
 EH2782| EH2850 HELENA US ENGRS RAD MAST            APPROX.17.4 KM 0315722.7 |
 EH2782| EH2854 HELENA ARK PWR AND LT STACK         APPROX.16.9 KM 0342722.4 |
 EH2782| EH2768 HELENA GARDINIER BIG INC TANK       APPROX.12.5 KM 0390752.4 |
 EH2782| EH2764 HELENA ARK PWR AND LT STK           APPROX.11.8 KM 0483850.2 |
 EH2782| EH2766 HELENA APL CO TANK                  APPROX.11.9 KM 0484726.1 |
 EH2782| CY6518 STELLA RM 1                          26.038 METERS 05527     |
 EH2782| EH2613 STELLA AZ MK                        APPROX. 0.8 KM 1141045.8 |
 EH2782| EH2778 FRIARS POINT MUNICIPAL TANK         APPROX. 5.9 KM 1151052.7 |
 EH2782| CY6519 STELLA RM 2                          23.912 METERS 32245     |
 EH2782|---------------------------------------------------------------------|
 EH2782
 EH2782                          SUPERSEDED SURVEY CONTROL
 EH2782
 EH2782  NAD 83(1997)-  34 23 31.30000(N)    090 41 43.34286(W) AD(       ) 1
 EH2782  NAD 83(1986)-  34 23 31.30811(N)    090 41 43.34264(W) AD(       ) 1
 EH2782  NAD 27      -  34 23 30.93607(N)    090 41 42.95542(W) AD(       ) 1
 EH2782  NGVD 29 (07/19/86)   61.1    (m)          200.     (f) VERT ANG       
 EH2782
 EH2782.Superseded values are not recommended for survey control.
 EH2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2782.See file dsdata.txt to determine how the superseded data were derived.
 EH2782
 EH2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1186508032(NAD 83)
 EH2782_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2782
 EH2782  HISTORY     - Date     Condition        Report By
 EH2782  HISTORY     - 1980     MONUMENTED       NGS
 EH2782  HISTORY     - 20050412 POOR             USACE
 EH2782
 EH2782                          STATION DESCRIPTION
 EH2782
 EH2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2782'THE STATION IS LOCATED ABOUT 17.7 KM SOUTHWEST OF HELENA, AR,
 EH2782'5.6 KM WEST-NORTHWEST OF FRIARS POINT, MS, AND ON TOP OF A
 EH2782'SPUR LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.
 EH2782'PERMISSION FOR THE STATION WAS OBTAINED FROM
 EH2782'MR. JAMES C. FRAZIER, ENGINER FOR THE COTTON BELT LEVEE
 EH2782'DISTRICT NO. 1, P.O. BOX 236, HELENA, AR 72342.
 EH2782'TELEPHONE NUMBER 501-338-3776.
 EH2782'
 EH2782'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49,
 EH2782'STATE HIGHWAYS 20 AND 44, AT THE SOUTH EDGE OF HELENA, GO
 EH2782'SOUTHERLY ON STATE HIGHWAY 20 FOR 9.98 KM (6.2 MI) TO THE
 EH2782'JUNCTION OF STATE HIGHWAY 20 SPUR ON THE LEFT.  TURN LEFT
 EH2782'AND GO SOUTH ON STATE HIGHWAY 20 SPUR FOR 3.2 KM (2.0 MI)
 EH2782'TO THE TOP OF A LEVEE.  TURN RIGHT AND GO WESTERLY ON
 EH2782'THE LEVEE ROAD FOR 3.1 KM (1.95 MI) TO A CROSSROAD.
 EH2782'CONTINUE WESTERLY ON THE LEVEE ROAD FOR 1.2 KM (0.75 MI)
 EH2782'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY ON THE
 EH2782'LEVEE ROAD FOR 0.9 KM (0.55 MI) TO A SPUR LEVEE LEFT
 EH2782'AND THE STATION.
 EH2782'
 EH2782'THE STATION IS A STANDARD NGS DISK
 EH2782'STAMPED---STELLA 1980---,
 EH2782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2782'22.2 METERS SOUTH FROM THE CENTER OF THE MAIN LEVEE,
 EH2782'1.37 METERS WEST FROM A METAL WITNESS POST, AND
 EH2782'IN THE CENTER OF THE SPUR LEVEE.
 EH2782'
 EH2782'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2782'STAMPED---STELLA 1980---,
 EH2782'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 EH2782'
 EH2782'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2782'STAMPED---STELLA NO 1 1980---,
 EH2782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2782'FLUSH WITH GROUND.  IT IS LOCATED
 EH2782'17.6 METERS EAST FROM THE CENTER OF THE SPUR LEVEE,
 EH2782'4.8 METERS SOUTH FROM THE CENTER OF THE MAIN LEVEE, AND
 EH2782'0.80 METER NORTHWEST FROM A METAL WITNESS POST.
 EH2782'MARK IS BELOW STATION 0.5 METER.
 EH2782'
 EH2782'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 EH2782'STAMPED---STELLA NO 2 1980---,
 EH2782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2782'FLUSH WITH GROUND.  IT IS LOCATED
 EH2782'18.9 METERS WEST FROM THE CENTER OF THE SPUR LEVEE,
 EH2782'5.5 METERS SOUTH FROM THE CENTER OF THE MAIN LEVEE, AND
 EH2782'0.53 METER EAST FROM A METAL WITNESS POST.
 EH2782'MARK IS BELOW STATION 0.5 METER.
 EH2782'
 EH2782'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2782'STAMPED---STELLA 1980---,
 EH2782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2782'FLUSH WITH GROUND.  IT IS LOCATED
 EH2782'6.0 METERS NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2782'0.77 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH2782'
 EH2782'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.1 METERS.
 EH2782'A GEODIMETER TIE WAS MADE TO TRIANGULATION STATION WALL 1953.
 EH2782
 EH2782                          STATION RECOVERY (2005)
 EH2782
 EH2782'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2782'CONCRETE SLAB WITH STEM INTACT. DISK HAS BEEN SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2613 ***********************************************************************
 EH2613  DESIGNATION -  STELLA AZ MK
 EH2613  PID         -  EH2613
 EH2613  STATE/COUNTY-  AR/PHILLIPS
 EH2613  USGS QUAD   -  FRIARS POINT NW (1964)
 EH2613
 EH2613                         *CURRENT SURVEY CONTROL
 EH2613  ___________________________________________________________________
 EH2613* NAD 83(1997)-  34 23 20.44225(N)    090 41 14.17555(W)     ADJUSTED  
 EH2613* NAVD 88     -        60.453  (meters)     198.34   (feet)  ADJUSTED  
 EH2613  ___________________________________________________________________
 EH2613  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 EH2613  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2613  DYNAMIC HT  -          60.394 (meters)     198.14  (feet)  COMP
 EH2613  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 EH2613
 EH2613  HORZ ORDER  -  SECOND
 EH2613  VERT ORDER  -  FIRST     CLASS II
 EH2613
 EH2613.The horizontal coordinates were established by classical geodetic methods
 EH2613.and adjusted by the National Geodetic Survey in September 1999..
 EH2613
 EH2613.The orthometric height was determined by differential leveling
 EH2613.and adjusted by the National Geodetic Survey in June 1991..
 EH2613
 EH2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2613
 EH2613.The geoid height was determined by GEOID03.
 EH2613
 EH2613.The dynamic height is computed by dividing the NAVD 88
 EH2613.geopotential number by the normal gravity value computed on the
 EH2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2613.degrees latitude (g = 980.6199 gals.).
 EH2613
 EH2613.The modeled gravity was interpolated from observed gravity values.
 EH2613
 EH2613;                    North         East     Units Scale Factor Converg.
 EH2613;SPC AR S     -   591,804.962   520,709.712   MT  0.99993756   +0 44 05.0
 EH2613;SPC AR S     - 1,941,613.45  1,708,361.78   sFT  0.99993756   +0 44 05.0
 EH2613;SPC MS W     -   542,153.318   667,452.907   MT  0.99996305   -0 11 59.7
 EH2613;SPC MS W     - 1,778,714.68  2,189,801.75   sFT  0.99996305   -0 11 59.7
 EH2613;UTM  15      - 3,807,714.652   712,618.078   MT  1.00015726   +1 18 24.3
 EH2613
 EH2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2613!SPC AR S     -   0.99999473  x   0.99993756  =   0.99993229
 EH2613!SPC MS W     -   0.99999473  x   0.99996305  =   0.99995778
 EH2613!UTM  15      -   0.99999473  x   1.00015726  =   1.00015199
 EH2613
 EH2613:                Primary Azimuth Mark                     Grid Az
 EH2613:SPC AR S     -  HELENA ARK PWR AND LT STK                044 13 06.2
 EH2613:SPC MS W     -  HELENA ARK PWR AND LT STK                045 09 10.9
 EH2613:UTM  15      -  HELENA ARK PWR AND LT STK                043 38 46.9
 EH2613
 EH2613|---------------------------------------------------------------------|
 EH2613| PID    Reference Object                     Distance      Geod. Az  |
 EH2613|                                                           dddmmss.s |
 EH2613| EH2764 HELENA ARK PWR AND LT STK           APPROX.11.5 KM 0445711.2 |
 EH2613| EH2766 HELENA APL CO TANK                  APPROX.11.6 KM 0450636.8 |
 EH2613| EH2778 FRIARS POINT MUNICIPAL TANK         APPROX. 5.1 KM 1152048.7 |
 EH2613| EH2782 STELLA                              APPROX. 0.8 KM 2941102.2 |
 EH2613|---------------------------------------------------------------------|
 EH2613
 EH2613                          SUPERSEDED SURVEY CONTROL
 EH2613
 EH2613  NAD 83(1997)-  34 23 20.44245(N)    090 41 14.17526(W) AD(       ) 2
 EH2613  NAD 83(1986)-  34 23 20.45056(N)    090 41 14.17504(W) AD(       ) 2
 EH2613  NAD 27      -  34 23 20.07787(N)    090 41 13.78885(W) AD(       ) 2
 EH2613  NGVD 29 (??/??/??)   60.493  (m)          198.47   (f) ADJUSTED    1 2
 EH2613
 EH2613.Superseded values are not recommended for survey control.
 EH2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2613.See file dsdata.txt to determine how the superseded data were derived.
 EH2613
 EH2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1261807715(NAD 83)
 EH2613_MARKER: DS = TRIANGULATION STATION DISK
 EH2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2613_SP_SET: CONCRETE POST
 EH2613_STAMPING: STELLA 1980
 EH2613_MARK LOGO: NGS   
 EH2613_PROJECTION: FLUSH
 EH2613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2613+STABILITY: SURFACE MOTION
 EH2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2613+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH2613
 EH2613  HISTORY     - Date     Condition        Report By
 EH2613  HISTORY     - 1980     MONUMENTED       NGS
 EH2613  HISTORY     - 1985     GOOD             NGS
 EH2613  HISTORY     - 20030331 GOOD             USACE
 EH2613
 EH2613                          STATION DESCRIPTION
 EH2613
 EH2613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2613'THE STATION IS LOCATED ABOUT 16.9 KM SOUTHWEST OF HELENA, AR,
 EH2613'4.8 KM WEST-NORTHWEST OF FRIARS POINT, MS, AND ON TOP OF THE
 EH2613'MAIN LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.
 EH2613'PERMISSION FOR THE STATION WAS OBTAINED FROM
 EH2613'MR. JAMES C. FRAZIER, ENGINEER FOR THE COTTON BELT LEVEE
 EH2613'DISTRICT NO. 1, P.O. BOX 236, HELENA, AR 72342.
 EH2613'TELEPHONE NUMBER 501-338-3776.
 EH2613'
 EH2613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49
 EH2613'AND STATE HIGHWAYS 20 AND 44, AT THE SOUTH EDGE OF HELENA, GO
 EH2613'SOUTHERLY ON STATE HIGHWAY 20 FOR 9.98 KM (6.2 MI) TO THE
 EH2613'JUNCTION OF STATE HIGHWAY 20 SPUR ON THE LEFT.  TURN LEFT
 EH2613'AND GO SOUTH ON STATE HIGHWAY 20 SPUR FOR 3.2 KM (2.0 MI)
 EH2613'TO THE TOP OF A LEVEE.  TURN RIGHT AND GO WESTERLY ON
 EH2613'THE LEVEE ROAD FOR 3.1 KM (1.95 MI) TO A CROSSROAD.  CONTINUE
 EH2613'WESTERLY ON THE LEVEE ROAD FOR 1.2 KM (0.75 MI) TO THE
 EH2613'STATION ON THE RIGHT, 0.3 KM (0.2 MI) BEFORE REACHING A
 EH2613'CATTLE GUARD.
 EH2613'
 EH2613'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 EH2613'STAMPED---STELLA 1980---,
 EH2613'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2613'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 EH2613'6.0 METERS NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2613'0.77 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH2613'
 EH2613'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH2613
 EH2613                          STATION RECOVERY (1985)
 EH2613
 EH2613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2613'23.1 KM (14.3 MI) SOUTH FROM HELENA.
 EH2613'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  23.1 KM
 EH2613'(14.3 MI) SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET IN
 EH2613'HELENA, 0.32 KM (0.2 MI) EAST OF A CATTLE GUARD AND A FENCE CROSSING
 EH2613'THE LEVEE, NEAR MILEPOST NUMBER 15/16, SET BETWEEN TWO WITNESS POSTS,
 EH2613'5.8 METERS (19.0 FT) NORTH OF THE CENTER AND TOP OF THE LEVEE, AND
 EH2613'0.61 METERS (2.0 FT) SOUTH-SOUTHWEST OF A METAL POST.
 EH2613'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 EH2613'THE MARK IS 0.61 M BELOW TOP OF LEVEE.
 EH2613
 EH2613                          STATION RECOVERY (2003)
 EH2613
 EH2613'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2613'MARK IS 30FT EAST OF BM R221 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0518 ***********************************************************************
 DL0518  DESIGNATION -  STEPHENS BOLT
 DL0518  PID         -  DL0518
 DL0518  STATE/COUNTY-  AR/OUACHITA
 DL0518  USGS QUAD   -  STEPHENS (1976)
 DL0518
 DL0518                         *CURRENT SURVEY CONTROL
 DL0518  ___________________________________________________________________
 DL0518* NAD 83(1986)-  33 24 42.     (N)    093 04 05.     (W)     SCALED    
 DL0518* NAVD 88     -        71.867  (meters)     235.78   (feet)  ADJUSTED  
 DL0518  ___________________________________________________________________
 DL0518  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DL0518  DYNAMIC HT  -          71.791 (meters)     235.53  (feet)  COMP
 DL0518  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 DL0518
 DL0518  VERT ORDER  -  FIRST     CLASS II
 DL0518
 DL0518.The horizontal coordinates were scaled from a topographic map and have
 DL0518.an estimated accuracy of +/- 6 seconds.
 DL0518
 DL0518.The orthometric height was determined by differential leveling
 DL0518.and adjusted by the National Geodetic Survey in June 1991..
 DL0518.WARNING-Repeat measurements at this control monument indicate possible
 DL0518.vertical movement.
 DL0518
 DL0518.The geoid height was determined by GEOID03.
 DL0518
 DL0518.The dynamic height is computed by dividing the NAVD 88
 DL0518.geopotential number by the normal gravity value computed on the
 DL0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0518.degrees latitude (g = 980.6199 gals.).
 DL0518
 DL0518.The modeled gravity was interpolated from observed gravity values.
 DL0518
 DL0518;                    North         East    Units  Estimated Accuracy
 DL0518;SPC AR S     -   483,150.      300,660.      MT  (+/- 180 meters Scaled)
 DL0518
 DL0518                          SUPERSEDED SURVEY CONTROL
 DL0518
 DL0518  NGVD 29 (??/??/92)   71.894  (m)          235.87   (f) ADJ UNCH    1 2
 DL0518
 DL0518.Superseded values are not recommended for survey control.
 DL0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0518.See file dsdata.txt to determine how the superseded data were derived.
 DL0518
 DL0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS936969(NAD 83)
 DL0518_MARKER: B = BOLT
 DL0518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0518
 DL0518  HISTORY     - Date     Condition        Report By
 DL0518  HISTORY     - UNK      MONUMENTED       USE
 DL0518  HISTORY     - 1960     GOOD             NGS
 DL0518  HISTORY     - 1963     GOOD             NGS
 DL0518
 DL0518                          STATION DESCRIPTION
 DL0518
 DL0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0518'IN STEPHENS.
 DL0518'AT STEPHENS, 257 FEET NORTH OF THE NORTH CORNER OF THE ST. LOUIS
 DL0518'SOUTHWESTERN RAILWAY STATION, IN SECTION 21, T 15 S, R 19 W, 79 FEET
 DL0518'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 76 FEET
 DL0518'EAST-NORTHEAST OF THE EAST CORNER OF THE ATKINS MOTOR COMPANY GARAGE,
 DL0518'8 FEET WEST OF A TELEPHONE POLE, THE TOP OF A COPPER BOLT WHICH IS SET
 DL0518'IN THE TOP OF A LIMESTONE BLOCK BEARING THE LETTERS USBM, ABOUT 3 FEET
 DL0518'BELOW THE SURFACE OF THE GROUND, ACCESS TO THE MARK IS HAD THROUGH AN
 DL0518'IRON PIPE WHICH BEARS A CORP OF ENGINEERS CAP, AND PROJECTS 2 FEET
 DL0518'ABOVE THE GROUND.
 DL0518
 DL0518                          STATION RECOVERY (1963)
 DL0518
 DL0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1459 ***********************************************************************
 DL1459  DESIGNATION -  STEPHENS MUNICIPAL TANK
 DL1459  PID         -  DL1459
 DL1459  STATE/COUNTY-  AR/OUACHITA
 DL1459  USGS QUAD   -  STEPHENS (1976)
 DL1459
 DL1459                         *CURRENT SURVEY CONTROL
 DL1459  ___________________________________________________________________
 DL1459* NAD 83(1997)-  33 24 38.60164(N)    093 04 32.41206(W)     ADJUSTED  
 DL1459* NAVD 88     -                                                        
 DL1459  ___________________________________________________________________
 DL1459  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DL1459  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DL1459
 DL1459  HORZ ORDER  -  THIRD
 DL1459
 DL1459.The horizontal coordinates were established by classical geodetic methods
 DL1459.and adjusted by the National Geodetic Survey in September 1999..
 DL1459
 DL1459
 DL1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1459
 DL1459.The geoid height was determined by GEOID03.
 DL1459
 DL1459;                    North         East     Units Scale Factor Converg.
 DL1459;SPC AR S     -   483,051.504   299,947.635   MT  0.99997729   -0 36 07.4
 DL1459;SPC AR S     - 1,584,811.48    984,078.20   sFT  0.99997729   -0 36 07.4
 DL1459;UTM  15      - 3,696,823.761   492,964.155   MT  0.99960061   -0 02 30.0
 DL1459
 DL1459                          SUPERSEDED SURVEY CONTROL
 DL1459
 DL1459  NAD 83(1997)-  33 24 38.61023(N)    093 04 32.40390(W) AD(       ) 4
 DL1459  NAD 83(1986)-  33 24 38.61279(N)    093 04 32.40297(W) AD(       ) 4
 DL1459  NAD 27      -  33 24 38.17300(N)    093 04 31.81200(W) AD(       ) 3
 DL1459
 DL1459.Superseded values are not recommended for survey control.
 DL1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1459.See file dsdata.txt to determine how the superseded data were derived.
 DL1459
 DL1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9296496824(NAD 83)
 DL1459_MARKER: 53 = ELEVATED TANK
 DL1459
 DL1459  HISTORY     - Date     Condition        Report By
 DL1459  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1459  HISTORY     - 1950     SEE DESCRIPTION  CGS
 DL1459
 DL1459                          STATION DESCRIPTION
 DL1459
 DL1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1459'THIS STATION IS THE MUNICIPAL WATER TANK LOCATED AT THE
 DL1459'WEST EDGE OF THE TOWN OF STEPHENS, ABOUT 165 YARDS NORTH
 DL1459'OF U.S. HIGHWAY 79 AND 75 FEET EAST OF CHERRY STREET.
 DL1459'
 DL1459'THE TANK IS OF ALL STEEL CONSTRUCTION, ABOUT 100 FEET HIGH.
 DL1459'
 DL1459'A SILVER BALL AT THE TOP IS THE OBJECT SIGHTED UPON.
 DL1459
 DL1459                          STATION RECOVERY (1950)
 DL1459
 DL1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1459'THE STATION IS LOCATED IN THE SOUTHWEST PORTION OF STEPHENS,
 DL1459'ARKANSAS.  IT IS 100 FEET NORTH OF AN EAST-WEST STREET, AND
 DL1459'60 FEET EAST OF A NORTH-SOUTH STREET.
 DL1459'
 DL1459'IT IS AN ELEVATED TANK SUPPORTED BY A 4-LEGGED STEEL STRUCTURE
 DL1459'AND HAS AN OVER ALL HEIGHT OF 130 FEET.
 DL1459'
 DL1459'THE BALL AT THE APEX OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1939 ***********************************************************************
 EJ1939  DESIGNATION -  STEVE
 EJ1939  PID         -  EJ1939
 EJ1939  STATE/COUNTY-  AR/YELL
 EJ1939  USGS QUAD   -  STEVE (1968)
 EJ1939
 EJ1939                         *CURRENT SURVEY CONTROL
 EJ1939  ___________________________________________________________________
 EJ1939* NAD 83(1997)-  34 51 56.58051(N)    093 21 23.61518(W)     ADJUSTED  
 EJ1939* NAVD 88     -       227.3    (meters)     746.     (feet)  VERTCON   
 EJ1939  ___________________________________________________________________
 EJ1939  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 EJ1939  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EJ1939
 EJ1939  HORZ ORDER  -  THIRD
 EJ1939
 EJ1939.The horizontal coordinates were established by classical geodetic methods
 EJ1939.and adjusted by the National Geodetic Survey in September 1999..
 EJ1939
 EJ1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1939
 EJ1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1939
 EJ1939.The geoid height was determined by GEOID03.
 EJ1939
 EJ1939;                    North         East     Units Scale Factor Converg.
 EJ1939;SPC AR N     -    59,918.575   275,962.361   MT  1.00001398   -0 47 21.8
 EJ1939;SPC AR N     -   196,582.86    905,386.51   sFT  1.00001398   -0 47 21.8
 EJ1939;SPC AR S     -   644,734.223   275,960.875   MT  1.00002359   -0 45 33.3
 EJ1939;SPC AR S     - 2,115,265.53    905,381.64   sFT  1.00002359   -0 45 33.3
 EJ1939;UTM  15      - 3,858,209.703   467,410.193   MT  0.99961309   -0 12 13.8
 EJ1939
 EJ1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1939!SPC AR N     -   0.99996887  x   1.00001398  =   0.99998285
 EJ1939!SPC AR S     -   0.99996887  x   1.00002359  =   0.99999246
 EJ1939!UTM  15      -   0.99996887  x   0.99961309  =   0.99958198
 EJ1939
 EJ1939|---------------------------------------------------------------------|
 EJ1939| PID    Reference Object                     Distance      Geod. Az  |
 EJ1939|                                                           dddmmss.s |
 EJ1939| CX6327 STEVE RM 1                            8.845 METERS 03853     |
 EJ1939| EJ1941 POWELL                              APPROX.10.9 KM 1745114.5 |
 EJ1939| CX6328 STEVE RM 2                            7.348 METERS 30328     |
 EJ1939|---------------------------------------------------------------------|
 EJ1939
 EJ1939                          SUPERSEDED SURVEY CONTROL
 EJ1939
 EJ1939  NAD 83(1997)-  34 51 56.59152(N)    093 21 23.61025(W) AD(       ) 3
 EJ1939  NAD 83(1986)-  34 51 56.59240(N)    093 21 23.60840(W) AD(       ) 3
 EJ1939  NAD 27      -  34 51 56.25940(N)    093 21 22.93290(W) AD(       ) 3
 EJ1939  NGVD 29 (07/19/86)  227.3    (m)          746.     (f) VERT ANG       
 EJ1939
 EJ1939.Superseded values are not recommended for survey control.
 EJ1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1939.See file dsdata.txt to determine how the superseded data were derived.
 EJ1939
 EJ1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6741058210(NAD 83)
 EJ1939_MARKER: DS = TRIANGULATION STATION DISK
 EJ1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1939
 EJ1939  HISTORY     - Date     Condition        Report By
 EJ1939  HISTORY     - 1956     MONUMENTED       CGS
 EJ1939  HISTORY     - 1972     GOOD             NGS
 EJ1939
 EJ1939                          STATION DESCRIPTION
 EJ1939
 EJ1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1939'THE STATION IS LOCATED ABOUT 3 MILES EAST AND 1 MILE NORTH
 EJ1939'OF THE ONYX POST OFFICE, 5-3/4 MILES SOUTH AND 3 MILES EAST
 EJ1939'OF ROVER AND 2 MILES WEST OF THE STEVE POST OFFICE.
 EJ1939'
 EJ1939'TO REACH THE STATION FROM THE JESSIEVILLE SCHOOL IN JESSIEVILLE,
 EJ1939'DRIVE NORTH ON STATE HIGHWAY 7 FOR 15 MILES TO THE SMALL
 EJ1939'COMMUNITY OF HOLLIS.  CONTINUE NORTH AND WEST ON STATE HIGHWAY
 EJ1939'7 FOR 0.95 MILE TO A SIDE ROAD ON THE LEFT AT SIGN, ONYX
 EJ1939'HOLLIS ROAD.  TURN LEFT AND DRIVE WEST ON BLADED ROAD FOR
 EJ1939'1.4 MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, WEST,
 EJ1939'ON BLADED ROAD FOR 10.65 MILES TO A Y-FORK, JUST AFTER CROSSING
 EJ1939'TWO CONCRETE BRIDGES.  KEEP LEFT FORK, ACROSS THE THIRD
 EJ1939'CONCRETE BRIDGE, AND CONTINUE 0.05 MILE TO THE STEVE POST
 EJ1939'OFFICE ON THE LEFT.  CONTINUE STRAIGHT AHEAD, WEST, ON THE
 EJ1939'BLADED ROAD FOR 1.25 MILES TO A Y-FORK.  KEEP RIGHT FORK,
 EJ1939'WEST, AND DRIVE 0.8 MILE TO THE STATION ON THE RIGHT.
 EJ1939'
 EJ1939'THE STATION MARK AND REFERENCE MARKS 1 AND 2 ARE STANDARD
 EJ1939'DISKS SET IN THE TOPS OF CONCRETE MONUMENTS WHICH ARE ABOUT
 EJ1939'10 INCHES SQUARE.
 EJ1939'
 EJ1939'THE STATION MARK, STAMPED STEVE 1956, IS 53 FEET NORTH OF
 EJ1939'THE CENTER OF THE BLADED ROAD, 8.5 FEET WEST-NORTHWEST OF
 EJ1939'A 4 INCH SQUARE WHITE WITNESS POST AND PROJECTS ABOUT 2
 EJ1939'INCHES ABOVE THE SURFACE OF THE GROUND.
 EJ1939'
 EJ1939'REFERENCE MARK 1, STAMPED STEVE NO 1 1956, PROJECTS ABOUT
 EJ1939'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2
 EJ1939'FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 EJ1939'
 EJ1939'REFERENCE MARK 2, STAMPED STEVE NO 2 1956, IS 57 FEET NORTH
 EJ1939'OF THE CENTER OF THE BLADED ROAD, PROJECTS ABOUT 4 INCHES
 EJ1939'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 10 INCHES
 EJ1939'HIGHER IN ELEVATION THAN THE STATION MARK.
 EJ1939'
 EJ1939'A SUITABLE LOCATION FOR AN AZIMUTH MARK WAS NOT FOUND.
 EJ1939
 EJ1939                          STATION RECOVERY (1972)
 EJ1939
 EJ1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EJ1939'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 EJ1939'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 EJ1939'TO THE MARKS COMPARED FAVORABLY WITH THE PREVIOUS DISTANCES.
 EJ1939'THE ANGLE BETWEEN THE MARKS WAS FOUND TO BE 3 MINUTES 32
 EJ1939'SECONDS GREATER THAN THE PREVIOUS ANGLE.  FOLLOWING IS A
 EJ1939'DESCRIPTION FOR A NEW ROUTE TO REACH THE STATION AND ADDITIONAL
 EJ1939'NOTES FOR THE MARKS.
 EJ1939'
 EJ1939'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EJ1939'27 AND 314 AT THE SMALL SETTLEMENT OF ONYX, GO EAST ON HIGHWAY
 EJ1939'314 FOR 3.25 MILES TO TWO PONDS AND A BARN ON THE RIGHT AND
 EJ1939'THE STATION ON THE LEFT, INSIDE THE TIMBER LINE, ON PROPERTY
 EJ1939'OWNED BY MR. DEWEY A. GOSSAGE, PLAINVIEW, ARKANSAS, 72857.
 EJ1939'
 EJ1939'THE STATION IS 100 FEET NORTHEAST OF THE EAST GATE POST AT
 EJ1939'ENTRANCE INTO A PASTURE, 53 FEET NORTH OF THE CENTER OF THE
 EJ1939'ROAD AND 25 FEET NORTH OF A METAL WITNESS POST.
 EJ1939'
 EJ1939'REFERENCE MARK 1 IS 83 FEET NORTH OF THE CENTER OF THE ROAD
 EJ1939'AND 54 FEET NORTH OF THE METAL WITNESS POST.
 EJ1939'
 EJ1939'REFERENCE MARK 2 IS 92 FEET NORTH-NORTHEAST OF THE EAST
 EJ1939'GATE POST AND 57 FEET NORTH OF THE CENTER OF THE ROAD.
 EJ1939'
 EJ1939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/4 MILES
 EJ1939'EAST OF SETTLEMENT OF ONYX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2080 ***********************************************************************
 DK2080  DESIGNATION -  STILLIONS
 DK2080  PID         -  DK2080
 DK2080  STATE/COUNTY-  AR/ASHLEY
 DK2080  USGS QUAD   -  CROSSETT NORTH (1973)
 DK2080
 DK2080                         *CURRENT SURVEY CONTROL
 DK2080  ___________________________________________________________________
 DK2080* NAD 83(1997)-  33 14 47.02609(N)    091 59 20.49841(W)     ADJUSTED  
 DK2080* NAVD 88     -        48.64   (+/-2cm)     159.6    (feet)  VERTCON   
 DK2080  ___________________________________________________________________
 DK2080  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 DK2080  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK2080
 DK2080  HORZ ORDER  -  FIRST
 DK2080  VERT ORDER  -  THIRD ? (See Below)
 DK2080
 DK2080.The horizontal coordinates were established by classical geodetic methods
 DK2080.and adjusted by the National Geodetic Survey in September 1999..
 DK2080
 DK2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2080.The vertical order pertains to the NGVD 29 superseded value.
 DK2080
 DK2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2080
 DK2080.The geoid height was determined by GEOID03.
 DK2080
 DK2080;                    North         East     Units Scale Factor Converg.
 DK2080;SPC AR S     -   464,300.496   401,022.584   MT  1.00001232   +0 00 22.1
 DK2080;SPC AR S     - 1,523,292.54  1,315,688.26   sFT  1.00001232   +0 00 22.1
 DK2080;UTM  15      - 3,679,058.539   594,179.442   MT  0.99970936   +0 33 15.5
 DK2080
 DK2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2080!SPC AR S     -   0.99999643  x   1.00001232  =   1.00000875
 DK2080!UTM  15      -   0.99999643  x   0.99970936  =   0.99970579
 DK2080
 DK2080|---------------------------------------------------------------------|
 DK2080| PID    Reference Object                     Distance      Geod. Az  |
 DK2080|                                                           dddmmss.s |
 DK2080| CY6522 STILLIONS RM 3                       40.615 METERS 15520     |
 DK2080| DK2078 CROSSETT AMER LUMBER CO STACK       APPROX.12.2 KM 1684948.6 |
 DK2080| DK2073 CROSSETT RADIO STA KAGH MAST        APPROX.13.8 KM 1692535.7 |
 DK2080| CY6520 STILLIONS RM 1                       58.872 METERS 23550     |
 DK2080| CY6521 STILLIONS RM 2                       37.737 METERS 31106     |
 DK2080| DL1306 JOHNSVILLE                          APPROX.14.3 KM 3494258.1 |
 DK2080|---------------------------------------------------------------------|
 DK2080
 DK2080                          SUPERSEDED SURVEY CONTROL
 DK2080
 DK2080  NAD 83(1986)-  33 14 47.03802(N)    091 59 20.49194(W) AD(       ) 1
 DK2080  NAD 27      -  33 14 46.61100(N)    091 59 20.01000(W) AD(       ) 1
 DK2080  NGVD 29 (07/19/86)   48.72   (m)          159.8    (f) LEVELING    3  
 DK2080
 DK2080.Superseded values are not recommended for survey control.
 DK2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2080.See file dsdata.txt to determine how the superseded data were derived.
 DK2080
 DK2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9417979059(NAD 83)
 DK2080_MARKER: DS = TRIANGULATION STATION DISK
 DK2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2080+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 DK2080
 DK2080  HISTORY     - Date     Condition        Report By
 DK2080  HISTORY     - 1939     MONUMENTED       CGS
 DK2080  HISTORY     - 1948     GOOD             CROSET
 DK2080  HISTORY     - 1952     GOOD             CGS
 DK2080  HISTORY     - 20040306 GOOD             INDIV
 DK2080
 DK2080                          STATION DESCRIPTION
 DK2080
 DK2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2080'STATION IS ABOUT 4 MILES E OF STILLIONS, 10 MILES W OF HAMBURG,
 DK2080'8 MILES N OF CROSSETT, ON THE HAMBURG AND STILLIONS ROAD.
 DK2080'
 DK2080'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DK2080'DISKS SET IN CONCRETE.
 DK2080'
 DK2080'TO REACH FROM THE COURTHOUSE IN HAMBURG, DRIVE N ON ARKANSAS
 DK2080'13 FOR 0.1 MILE, TURN LEFT W ON DIRT ROAD AND GO 0.8 MILE
 DK2080'TO FORKS, TAKE RIGHT FORK N AND W, AND DRIVE 2.7 MILES TO DIRT
 DK2080'ROAD LEADING W, THERE ARE FIVE MAIL BOXES AT INTERSECTION,
 DK2080'FOLLOW THIS ROAD LEFT 4.6 MILES TO CROSS ROAD, CONTINUE
 DK2080'STRAIGHT AHEAD W FOR 0.9 MILE TO FORKS, TAKE LEFT FORK AND
 DK2080'FOLLOW MAIN ROAD FOR 3.2 MILES TO STATION ON RIGHT N SIDE OF
 DK2080'ROAD IN CLEARING AND IN FORK OF Y MADE BY TWO OLD LOGGING
 DK2080'ROADS, STATION IS 213 FEET N OF CENTER LINE OF ROAD, 32.5
 DK2080'FEET N OF BLAZED PINE TREE, 32 FEET SW OF TRIANGLE BLAZE
 DK2080'ON PINE TREE, 67 FEET E OF CENTER LINE OF LOGGING ROAD ON
 DK2080'W, 95 FEET W OF CENTER LINE OF LOGGING ROAD ON E.  MARK
 DK2080'PROJECTS 4 INCHES.
 DK2080'
 DK2080'REFERENCE MARK NO. 1 IS SW OF STATION AT EDGE OF CLEARING,
 DK2080'26 PACES N OF CENTER LINE OF ROAD.  MARK PROJECTS 6 INCHES.
 DK2080'REFERENCE MARK NO. 2 IS NW OF STATION.  MARK PROJECTS 6 INCHES.
 DK2080'
 DK2080'DUE TO DENSE TIMBER SURROUNDING TOWER, NO AZIMUTH MARK COULD
 DK2080'BE SET.
 DK2080'
 DK2080'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 DISTANCE
 DK2080'201.07 FEET.
 DK2080'
 DK2080'116-FOOT TOWER NEEDED TO CLEAR LINES TO JOHNSVILLE, FOUNTAIN,
 DK2080'GARNER, AND CROSSETT.
 DK2080'
 DK2080'126-FOOT TOWER NEEDED TO CLEAR LINES TO WILLIE AND ROLFE.
 DK2080'
 DK2080'HEIGHT OF LIGHT ABOVE STATION - 35 METERS.
 DK2080
 DK2080                          STATION RECOVERY (1948)
 DK2080
 DK2080'RECOVERY NOTE BY CROSSETT LUMBER COMPANY 1948 (EWC)
 DK2080'STATION RECOVERED AS DESCRIBED.  PAVED HIGHWAY IS NOW DESIGNATED
 DK2080'AS ARKANSAS 81.
 DK2080
 DK2080                          STATION RECOVERY (1952)
 DK2080
 DK2080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DK2080'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 DK2080'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AFTER AN EXTENSIVE
 DK2080'SEARCH.  A NEW DESCRIPTION FOLLOWS.
 DK2080'
 DK2080'THE STATION IS ABOUT 8 MILES NORTH OF CROSSETT, 4 MILES
 DK2080'EAST OF THE SETTLEMENT OF STILLIONS, 213 FEET NORTH OF THE
 DK2080'STILLIONS - HAMBURG ROAD, 66 FEET EAST OF THE CENTER OF A
 DK2080'LOGGING ROAD AND 7 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS
 DK2080'POST.
 DK2080'
 DK2080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DK2080'82 AND STATE HIGHWAY 133 IN CROSSETT, GO WEST ON HIGHWAY
 DK2080'82 FOR 0.3 MILE TO A TRAFFIC LIGHT AND A RAILROAD CROSSING,
 DK2080'CROSS THE TRACKS AND GO NORTH ON THE MAIN ROAD FOR 5.8
 DK2080'MILES TO A RAILROAD CROSSING, CROSS THE TRACKS AND CONTINUE
 DK2080'NORTH FOR 0.1 MILE TO A Y-JUNCTION, BEAR RIGHT AND GO
 DK2080'NORTHEAST FOR 1.6 MILES TO A Y-JUNCTION, BEAR LEFT AND GO
 DK2080'NORTH 0.25 MILE TO A T-JUNCTION, TURN LEFT AND GO WEST
 DK2080'1.25 MILE TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 DK2080'
 DK2080'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DK2080'STILLIONS 1939.
 DK2080'
 DK2080'REFERENCE MARK 1 IS 87 FEET NORTH OF THE CENTER OF THE MAIN
 DK2080'ROAD AND 127 FEET SOUTHWEST OF THE CENTER OF A LOGGING
 DK2080'ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 DK2080'STILLIONS 1939 NO 1.
 DK2080'
 DK2080'REFERENCE MARK 3 IS 94 FEET NORTH OF THE CENTER OF THE MAIN ROAD AND
 DK2080'36 FEET SOUTH OF THE CENTER OF A LOGGING ROAD.  THE MARK PROJECTS
 DK2080'6 INCHES AND THE DISK IS STAMPED STILLIONS NO 3 1939.
 DK2080'
 DK2080'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK2080
 DK2080                          STATION RECOVERY (2004)
 DK2080
 DK2080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MMW)
 DK2080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1885 ***********************************************************************
 FG1885  DESIGNATION -  STONE HOUSE LOOKOUT TOWER
 FG1885  PID         -  FG1885
 FG1885  STATE/COUNTY-  AR/YELL
 FG1885  USGS QUAD   -  BLUE MOUNTAIN DAM (1982)
 FG1885
 FG1885                         *CURRENT SURVEY CONTROL
 FG1885  ___________________________________________________________________
 FG1885* NAD 83(1997)-  35 01 21.47808(N)    093 42 00.25803(W)     ADJUSTED  
 FG1885* NAVD 88     -                                                        
 FG1885  ___________________________________________________________________
 FG1885  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FG1885  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FG1885
 FG1885  HORZ ORDER  -  THIRD
 FG1885
 FG1885.The horizontal coordinates were established by classical geodetic methods
 FG1885.and adjusted by the National Geodetic Survey in September 1999..
 FG1885
 FG1885
 FG1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1885
 FG1885.The geoid height was determined by GEOID03.
 FG1885
 FG1885;                    North         East     Units Scale Factor Converg.
 FG1885;SPC AR N     -    77,811.657   244,856.560   MT  0.99998364   -0 59 21.4
 FG1885;SPC AR N     -   255,287.08    803,333.56   sFT  0.99998364   -0 59 21.4
 FG1885;UTM  15      - 3,875,776.887   436,134.349   MT  0.99965027   -0 24 06.4
 FG1885
 FG1885                          SUPERSEDED SURVEY CONTROL
 FG1885
 FG1885  NAD 83(1997)-  35 01 21.48773(N)    093 42 00.25491(W) AD(       ) 4
 FG1885  NAD 83(1986)-  35 01 21.48779(N)    093 42 00.25136(W) AD(       ) 4
 FG1885  NAD 27      -  35 01 21.15100(N)    093 41 59.54700(W) AD(       ) 3
 FG1885
 FG1885.Superseded values are not recommended for survey control.
 FG1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1885.See file dsdata.txt to determine how the superseded data were derived.
 FG1885
 FG1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3613475777(NAD 83)
 FG1885_MARKER: 57 = LOOKOUT TOWER
 FG1885
 FG1885  HISTORY     - Date     Condition        Report By
 FG1885  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1885  HISTORY     - 1956     GOOD             CGS
 FG1885
 FG1885                          STATION DESCRIPTION
 FG1885
 FG1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1885'AN INTERSECTION STATION.  POINT OBSERVED UPON WAS THE CENTER
 FG1885'OF THE STONE HOUSE U.S. FOREST SERVICE LOOKOUT TOWER.  THIS IS
 FG1885'A STEEL STRUCTURE, 100 FEET TO FLOOR OF LOOKOUT AND 15 FEET FROM
 FG1885'FLOOR TO PEAK OF ROOF.
 FG1885'
 FG1885'THE LOOKOUT IS LOCATED ON THE SUMMIT OF PETIT JEAN MOUNTAIN,
 FG1885'17-1/2 MILES WSW OF DANVILLE AND 7-1/2 MILES S OF BLUE MOUNTAIN.
 FG1885
 FG1885                          STATION RECOVERY (1956)
 FG1885
 FG1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 FG1885'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF MAGAZINE, ABOUT
 FG1885'10 MILES NORTH OF NOLA, ABOUT 10 MILES NORTHWEST OF BLUFFTON,
 FG1885'AND ABOUT 6 MILES SOUTHEAST OF SUGAR GROVE.  IT IS ON THE HIGHEST
 FG1885'ELEVATION OF PETIT JEAN MOUNTAIN.
 FG1885'
 FG1885'THE STATION IS A U.S. FOREST SERVICE LOOKOUT TOWER WHICH HAS NO
 FG1885'INDICATIONS OF HAVING BEEN DISTRUBED OR MOVED SINCE THE ORIGINAL
 FG1885'TRAVERSE WAS MADE.
 FG1885'
 FG1885'A HORIZONTAL DIRECTION MEASURED ON THIS DATE VERIFIES THE
 FG1885'ORIGINAL DIRECTION, BUT NO HORIZONTAL DISTANCE WAS MADE ON
 FG1885'THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2857 ***********************************************************************
 EH2857  DESIGNATION -  STORM CREEK LAKE LOOKOUT TOWER
 EH2857  PID         -  EH2857
 EH2857  STATE/COUNTY-  AR/PHILLIPS
 EH2857  USGS QUAD   -  WEST HELENA (1982)
 EH2857
 EH2857                         *CURRENT SURVEY CONTROL
 EH2857  ___________________________________________________________________
 EH2857* NAD 83(1997)-  34 34 15.04366(N)    090 37 32.34337(W)     ADJUSTED  
 EH2857* NAVD 88     -                                                        
 EH2857  ___________________________________________________________________
 EH2857  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 EH2857  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2857
 EH2857  HORZ ORDER  -  THIRD
 EH2857
 EH2857.The horizontal coordinates were established by classical geodetic methods
 EH2857.and adjusted by the National Geodetic Survey in September 1999..
 EH2857
 EH2857
 EH2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2857
 EH2857.The geoid height was determined by GEOID03.
 EH2857
 EH2857;                    North         East     Units Scale Factor Converg.
 EH2857;SPC AR S     -   612,047.493   526,104.764   MT  0.99996219   +0 46 09.2
 EH2857;SPC AR S     - 2,008,025.82  1,726,062.05   sFT  0.99996219   +0 46 09.2
 EH2857;SPC MS W     -   562,305.368   673,177.587   MT  0.99995886   -0 09 57.1
 EH2857;SPC MS W     - 1,844,830.19  2,208,583.47   sFT  0.99995886   -0 09 57.1
 EH2857;UTM  15      - 3,828,014.835   717,810.770   MT  1.00018479   +1 20 52.1
 EH2857
 EH2857                          SUPERSEDED SURVEY CONTROL
 EH2857
 EH2857  NAD 83(1997)-  34 34 15.04434(N)    090 37 32.34372(W) AD(       ) 4
 EH2857  NAD 83(1997)-  34 34 15.04436(N)    090 37 32.34305(W) AD(       ) 4
 EH2857  NAD 83(1986)-  34 34 15.05108(N)    090 37 32.34208(W) AD(       ) 4
 EH2857  NAD 27      -  34 34 14.68600(N)    090 37 31.95500(W) AD(       ) 3
 EH2857
 EH2857.Superseded values are not recommended for survey control.
 EH2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2857.See file dsdata.txt to determine how the superseded data were derived.
 EH2857
 EH2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1781128015(NAD 83)
 EH2857_MARKER: 57 = LOOKOUT TOWER
 EH2857
 EH2857  HISTORY     - Date     Condition        Report By
 EH2857  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2857
 EH2857                          STATION DESCRIPTION
 EH2857
 EH2857'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2857'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH AND 1.0 MILE EAST OF
 EH2857'WEST HELENA, 75 FEET EAST OF THE CENTER OF STATE HIGHWAY
 EH2857'44.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED
 EH2857'CAB AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 110 FEET.
 EH2857'
 EH2857'THE POINT OBSERVED WAS THE CENTER OF THE ROOF OF CAB.
 EH2857'
 EH2857'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44
 EH2857'AND 20 IN THE BUSINESS DISTRICT OF WEST HELENA, GO NORTH
 EH2857'AND NORTHEAST ON STATE HIGHWAY 44 FOR 4.0 MILES TO THE STATION
 EH2857'ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1753 ***********************************************************************
 FG1753  DESIGNATION -  STOUTS POINT
 FG1753  PID         -  FG1753
 FG1753  STATE/COUNTY-  AR/CONWAY
 FG1753  USGS QUAD   -  MORRILTON WEST (1991)
 FG1753
 FG1753                         *CURRENT SURVEY CONTROL
 FG1753  ___________________________________________________________________
 FG1753* NAD 83(1997)-  35 07 39.07650(N)    092 50 20.18886(W)     ADJUSTED  
 FG1753* NAVD 88     -       320.3    (meters)    1051.     (feet)  VERTCON   
 FG1753  ___________________________________________________________________
 FG1753  X           -    -258,665.001 (meters)                     COMP
 FG1753  Y           -  -5,216,128.333 (meters)                     COMP
 FG1753  Z           -   3,649,614.632 (meters)                     COMP
 FG1753  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 FG1753  ELLIP HEIGHT-         291.74  (meters)          (09/24/01) GPS OBS
 FG1753  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FG1753
 FG1753  HORZ ORDER  -  FIRST
 FG1753  ELLP ORDER  -  FOURTH    CLASS II
 FG1753
 FG1753.The horizontal coordinates were established by classical geodetic methods
 FG1753.and adjusted by the National Geodetic Survey in September 1999..
 FG1753
 FG1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1753
 FG1753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1753
 FG1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1753
 FG1753.The ellipsoidal height was determined by GPS observations
 FG1753.and is referenced to NAD 83.
 FG1753
 FG1753.The geoid height was determined by GEOID03.
 FG1753
 FG1753;                    North         East     Units Scale Factor Converg.
 FG1753;SPC AR N     -    88,434.257   323,536.995   MT  0.99996750   -0 29 17.4
 FG1753;SPC AR N     -   290,138.06  1,061,470.96   sFT  0.99996750   -0 29 17.4
 FG1753;UTM  15      - 3,887,196.702   514,674.037   MT  0.99960265   +0 05 33.6
 FG1753
 FG1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1753!SPC AR N     -   0.99995421  x   0.99996750  =   0.99992171
 FG1753!UTM  15      -   0.99995421  x   0.99960265  =   0.99955688
 FG1753
 FG1753:                Primary Azimuth Mark                     Grid Az
 FG1753:SPC AR N     -  MORRILTON COTTON MILL INC TANK           065 09 51.7
 FG1753:UTM  15      -  MORRILTON COTTON MILL INC TANK           064 35 00.7
 FG1753
 FG1753|---------------------------------------------------------------------|
 FG1753| PID    Reference Object                     Distance      Geod. Az  |
 FG1753|                                                           dddmmss.s |
 FG1753| FG1750 MORRILTON COTTON MILL INC TANK      APPROX. 7.7 KM 0644034.3 |
 FG1753| FG1751 MORRILTON COTTON OIL MILL TK        APPROX. 8.2 KM 0690147.1 |
 FG1753| FG1746 MORRILTON FEDERAL COMPRESS TK       APPROX. 9.8 KM 0744059.4 |
 FG1753| FG1747 MORRILTON ARKANSAS PWR LT TANK      APPROX. 8.8 KM 0750128.5 |
 FG1753| FG1744 MORRILTON MUNICIPAL TANK            APPROX. 8.8 KM 0750627.9 |
 FG1753| CI3303 STOUTS POINT RM 1                    11.189 METERS 22727     |
 FG1753| CI3302 STOUTS POINT AZ MK                                 2773030.7 |
 FG1753| CI3304 STOUTS POINT RM 2                    15.052 METERS 30534     |
 FG1753|---------------------------------------------------------------------|
 FG1753
 FG1753                          SUPERSEDED SURVEY CONTROL
 FG1753
 FG1753  ELLIP H (09/14/99)  291.72   (m)                       GP(       ) 4 1
 FG1753  NAD 83(1986)-  35 07 39.09201(N)    092 50 20.18251(W) AD(       ) 1
 FG1753  NAD 27      -  35 07 38.78200(N)    092 50 19.58200(W) AD(       ) 1
 FG1753  NGVD 29 (11/13/90)  320.3    (m)         1051.     (f) GPS OBS        
 FG1753
 FG1753.Superseded values are not recommended for survey control.
 FG1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1753.See file dsdata.txt to determine how the superseded data were derived.
 FG1753
 FG1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1467487197(NAD 83)
 FG1753_MARKER: N = NAIL
 FG1753_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FG1753_SP_SET: UNSPECIFIED ROCK
 FG1753_MARK LOGO: CGS   
 FG1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1753+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 FG1753
 FG1753  HISTORY     - Date     Condition        Report By
 FG1753  HISTORY     - 1940     MONUMENTED       CGS
 FG1753  HISTORY     - 1940     GOOD             CGS
 FG1753  HISTORY     - 1967     GOOD             CGS
 FG1753  HISTORY     - 19890926 GOOD             NGS
 FG1753  HISTORY     - 19900425 GOOD
 FG1753
 FG1753                          STATION DESCRIPTION
 FG1753
 FG1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1753'THIS STATION IS LOCATED ABOUT 5 MILES WSW OF MORRILTON, ON
 FG1753'THE SUMMIT OF A PROMINENT POINT AT THE EXTREME EASTERN END OF
 FG1753'PETIT JEAN MOUNTAIN.  IT IS LOCALLY KNOWN AS STOUTS POINT.
 FG1753'
 FG1753'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED
 FG1753'IN DRILL HOLES IN BOULDERS.
 FG1753'
 FG1753'STATION MARK IS AT THE EDGE OF BLUFF OVERLOOKING THE ARKANSAS
 FG1753'RIVER, AND IS STAMPED STOUTS POINT 1940.
 FG1753'
 FG1753'REFERENCE MARK NO.1 IS STAMPED STOUTS POINT NO.1 1940, AND IS AT
 FG1753'THE S EDGE OF THE BLUFF, ON SAME LEVEL AS THE STATION.
 FG1753'
 FG1753'REFERENCE NO.2 IS STAMPED STOUTS POINT NO.2 1940, AND IS 19 FEET
 FG1753'N OF A 16-INCH OAK TREE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1753'
 FG1753'THE AZIMUTH MARK IS SET IN A 12- BY 12-FOOT BOULDER WHICH PROJECTS
 FG1753'ABOUT 4 FEET ABOVE THE GROUND.  MARK IS STAMPED STOUTS POINT 1940.
 FG1753'IT IS 20 FEET S OF THE SW CORNER OF AN OLD HOUSE AND 35 FEET S
 FG1753'OF THE SE CORNER OF AN OLD HOUSE.
 FG1753'
 FG1753'TO REACH AZIMUTH MARK FROM STATION, GO W ALONG S EDGE OF BLUFF 0.2
 FG1753'MILE TO AN OLD ABANDONED HOUSE AND AZIMUTH MARK JUST S OF
 FG1753'HOUSE, NEAR EDGE OF BLUFF.
 FG1753'
 FG1753'TO REACH STATION FROM MORRILTON, GO S ON STATE HIGHWAY 9 FOR
 FG1753'5 MILES TO THE JUNCTION OF STATE HIGHWAY 154, TURN RIGHT, (W), ON
 FG1753'STATE HIGHWAY 154, AND GO 5.55 MILES TO THE SUMMIT OF PETIT
 FG1753'JEAN MOUNTAIN.  FROM THIS POINT TURN RIGHT, (E) ON A DIRT ROAD 0.3
 FG1753'MILE TO A FORK, TAKE RIGHT FORK AND GO 0.35 MILE TO EXTREME END
 FG1753'OF MOUNTAIN AND STATION.
 FG1753
 FG1753                          STATION RECOVERY (1940)
 FG1753
 FG1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 FG1753'RECOVERED IN GOOD CONDITION.
 FG1753
 FG1753                          STATION RECOVERY (1967)
 FG1753
 FG1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1753'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FG1753'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND
 FG1753'THE OLD HOUSE HAS BEEN DESTROYED.  DUE TO TIMBER THE AZIMUTH SITE
 FG1753'IS NOT VISIBLE FROM THE STATION.  FOLLOWING IS A NEW AND COMPLETE
 FG1753'DESCRIPTION.
 FG1753'
 FG1753'STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF MORRILTON,
 FG1753'ON A PROMINENT POINT AT THE EXTREME EASTERN END OF PETIT JEAN
 FG1753'MOUNTAIN AND IS 89 FEET EAST OF PETIT JEANS GRAVE.
 FG1753'
 FG1753'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 154 IN OPPELLO,
 FG1753'GO WESTERLY ON STATE HIGHWAY 154 FOR 5.2 MILES TO A SIDE ROAD
 FG1753'LEFT AT SIGN ADA VALLEY.  CONTINUE AHEAD AND GO WESTERLY ON
 FG1753'THE HIGHWAY FOR 2.4 MILES TO THE SUMMIT OF THE MOUNTAIN AND A
 FG1753'SIDE ROAD RIGHT AT SIGN PETIT JEANS GRAVE.  TURN RIGHT AND GO
 FG1753'EASTERLY ON GRADED ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 FG1753'FORK AND GO EASTERLY ON GRADED ROAD FOR 0.35 MILE TO THE END OF
 FG1753'ROAD, PETIT JEANS GRAVE AND STATION.
 FG1753'
 FG1753'STATION MARK IS A STANDARD DISK, STAMPED STOUTS POINT 1940,
 FG1753'CEMENTED IN A DRILL HOLE IN A 13 BY 20 FOOT ROCK OUTCROP
 FG1753'PROJECTING 4 FEET.  IT IS 89 FEET EAST OF PETIT JEANS GRAVE, AND
 FG1753'ON THE HIGHEST POINT, OVERLOOKING THE ARKANSAS RIVER.
 FG1753'
 FG1753'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STOUTS POINT NO
 FG1753'1 1940, CEMENTED IN A DRILL HOLE IN A 10 BY 12 FOOT BOULDER
 FG1753'PROJECTING 7 FEET.  IT IS 53 FEET SOUTHEAST OF PETIT JEANS GRAVE
 FG1753'AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1753'
 FG1753'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STOUTS POINT NO 2
 FG1753'1940, CEMENTED IN A DRILL HOLE IN A 11 BY 15 FOOT ROCK OUTCROP
 FG1753'PROJECTING 2 FEET.  IT IS 95 FEET SOUTHEAST OF THE TURN AROUND AT
 FG1753'THE END OF THE ROAD, 72 FEET EAST-NORTHEAST OF PETIT JEANS GRAVE
 FG1753'AND ABOUT THE SAME ELEVATION AS THE STATION.
 FG1753'
 FG1753'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 FG1753
 FG1753                          STATION RECOVERY (1989)
 FG1753
 FG1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FG1753'STATION MARK DISK WAS NOT RECOVERED.  A NAIL WITH A 2.5 CM WASHER SET
 FG1753'IN LEAD 7 CM WIDE WAS FOUND IN THE APPROXIMATE SPOT OF THE ORIGINAL
 FG1753'MARK.  INDEPENDENT FEET AND METER MEASUREMENTS WERE TAKEN FROM
 FG1753'REFERENCE MARKS 1 AND 2 TO WITH A STEEL TAPE TO DETERMINE IF THE NAIL
 FG1753'IS IN THE ORIGINAL LOCATION.  A DIFFERENCE OF MINUS 12 MM WAS NOTED
 FG1753'FROM REFERENCE MARK 1 AND A DIFFERENCE OF 5 MM LONGER WAS NOTED FROM
 FG1753'REFERENCE MARK 2.  NEW DISTANCES TO REFERENCE MARK 1 ARE 11.177 M
 FG1753'(36.670 FT) AND 15.057 M (49.400 FT) TO REFERENCE MARK 2. FROM THESE
 FG1753'MEASUREMENTS THIS PARTY CONCLUDED THAT THE NAIL IS IN THE APPROXIMATE
 FG1753'SAME POSITION AS THE ORIGINAL DISK.
 FG1753'STATION IS LOCATED ABOUT 9 KM (5.6 MI) WEST-SOUTHWEST OF MORRILTON, 8
 FG1753'KM (5.0 MI) WEST-NORTHWEST OF OPPELO, ON PETIT JEAN MOUNTAIN, AT
 FG1753'STOUTS POINT WHICH IS ON THE EXTREME EAST END OF THE MOUNTAIN, AT THE
 FG1753'GRAVESITE OF PETIT JEAN, IN THE NORTHEAST 1/4 OF SECTION 31, T 6 N,
 FG1753'R17 W.  OWNERSHIP--STATE DEPARTMENT OF FORESTRY.
 FG1753'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 154 IN OPPELO, GO
 FG1753'WEST ON HIGHWAY 154 FOR 11.26 KM (7.00 MI) TO A PAVED ROAD RIGHT AT
 FG1753'THE TOP OF A LONG GRADE.  TURN SHARP RIGHT, EAST, ON ROAD FOR 0.94 KM
 FG1753'(0.58 MI) TO ROAD END AT TURN-AROUND.  PACK EAST FOR 58 M (190.3 FT)
 FG1753'TO THE STATION.
 FG1753'STATION MARK IS A NAIL SURROUNDED BY A CORPS OF ENGINEERS WASHER SET
 FG1753'IN LEAD IN A DEPRESSION IN AN IRREGULAR-SHAPED OUTCROP 4 X 5 X 0.5 M
 FG1753'(1.6 FT) HIGH.  IT IS 58.0 M (190.3 FT) EAST OF THE PAVEMENT END,
 FG1753'18.2 M (59.7 FT) EAST OF A WOODEN SIGN POST---PETIT JEANS
 FG1753'GRAVESITE---, AND ABOUT 20 M (65.6 FT) NORTHWEST OF A PROMINENT
 FG1753'OUTCROP SEPARATED FROM THE MAIN SECTION OF OUTCROP.
 FG1753'NOTE--HORIZON BLOCKAGES ARE 25 DEGREES TO WEST, 30 DEGREES TO
 FG1753'NORTH-NORTHWEST, AND 40 DEGREES TO THE NORTH.
 FG1753
 FG1753                          STATION RECOVERY (1990)
 FG1753
 FG1753'RECOVERED 1990
 FG1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0121 ***********************************************************************
 DL0121  DESIGNATION -  STRONG EAST BASE
 DL0121  PID         -  DL0121
 DL0121  STATE/COUNTY-  AR/UNION
 DL0121  USGS QUAD   -  NEW UNION (1981)
 DL0121
 DL0121                         *CURRENT SURVEY CONTROL
 DL0121  ___________________________________________________________________
 DL0121* NAD 83(1997)-  33 08 28.31796(N)    092 11 50.89868(W)     ADJUSTED  
 DL0121* NAVD 88     -        26.422  (meters)      86.69   (feet)  ADJUSTED  
 DL0121  ___________________________________________________________________
 DL0121  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DL0121  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL0121  DYNAMIC HT  -          26.394 (meters)      86.59  (feet)  COMP
 DL0121  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 DL0121
 DL0121  HORZ ORDER  -  FIRST
 DL0121  VERT ORDER  -  FIRST     CLASS II
 DL0121
 DL0121.The horizontal coordinates were established by classical geodetic methods
 DL0121.and adjusted by the National Geodetic Survey in September 1999..
 DL0121
 DL0121.The orthometric height was determined by differential leveling
 DL0121.and adjusted by the National Geodetic Survey in June 1991..
 DL0121
 DL0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0121
 DL0121.The geoid height was determined by GEOID03.
 DL0121
 DL0121.The dynamic height is computed by dividing the NAVD 88
 DL0121.geopotential number by the normal gravity value computed on the
 DL0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0121.degrees latitude (g = 980.6199 gals.).
 DL0121
 DL0121.The modeled gravity was interpolated from observed gravity values.
 DL0121
 DL0121;                    North         East     Units Scale Factor Converg.
 DL0121;SPC AR S     -   452,650.770   381,574.364   MT  1.00003900   -0 06 37.9
 DL0121;SPC AR S     - 1,485,071.73  1,251,881.89   sFT  1.00003900   -0 06 37.9
 DL0121;SPC LA N     -   292,906.767 1,028,231.100   MT  1.00014270   +0 09 35.8
 DL0121;SPC LA N     -   960,978.28  3,373,454.87   sFT  1.00014270   +0 09 35.8
 DL0121;UTM  15      - 3,667,227.100   574,850.186   MT  0.99966908   +0 26 19.6
 DL0121
 DL0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0121!SPC AR S     -   0.99999996  x   1.00003900  =   1.00003896
 DL0121!SPC LA N     -   0.99999996  x   1.00014270  =   1.00014266
 DL0121!UTM  15      -   0.99999996  x   0.99966908  =   0.99966904
 DL0121
 DL0121|---------------------------------------------------------------------|
 DL0121| PID    Reference Object                     Distance      Geod. Az  |
 DL0121|                                                           dddmmss.s |
 DL0121| DL0123 STRONG EAST BASE RM 1                32.912 METERS 08217     |
 DL0121| DL1314 CARTER                              APPROX.12.9 KM 0855908.2 |
 DL0121| DL0122 STRONG EAST BASE RM 2                30.139 METERS 17336     |
 DL0121| DL1319 HUTTIG LOOKOUT TOWER 8 2 AFC        APPROX. 8.4 KM 1975835.2 |
 DL0121|---------------------------------------------------------------------|
 DL0121
 DL0121                          SUPERSEDED SURVEY CONTROL
 DL0121
 DL0121  NAD 83(1986)-  33 08 28.33050(N)    092 11 50.89087(W) AD(       ) 1
 DL0121  NAD 27      -  33 08 27.87800(N)    092 11 50.40200(W) AD(       ) 1
 DL0121  NGVD 29 (??/??/92)   26.478  (m)           86.87   (f) ADJ UNCH    1 2
 DL0121
 DL0121.Superseded values are not recommended for survey control.
 DL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0121.See file dsdata.txt to determine how the superseded data were derived.
 DL0121
 DL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7485067227(NAD 83)
 DL0121_MARKER: DS = TRIANGULATION STATION DISK
 DL0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0121_STAMPING: STRONG EAST BASE 1952
 DL0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0121+STABILITY: SURFACE MOTION
 DL0121
 DL0121  HISTORY     - Date     Condition        Report By
 DL0121  HISTORY     - 1952     MONUMENTED       CGS
 DL0121  HISTORY     - 1960     GOOD             NGS
 DL0121  HISTORY     - 1964     GOOD             CGS
 DL0121  HISTORY     - 1964     GOOD             NGS
 DL0121
 DL0121                          STATION DESCRIPTION
 DL0121
 DL0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL0121'THE STATION IS ABOUT 14 MILES WEST OF CROSSETT, 10 MILES
 DL0121'NORTHEAST OF STRONG, 5 MILES WEST OF THE OUACHITA RIVER
 DL0121'BRIDGE, 66 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 8 FEET
 DL0121'SOUTH OF A WIRE FENCE, AND 8 FEET NORTHWEST OF A 4 X 4 INCH
 DL0121'WHITE WITNESS POST.
 DL0121'
 DL0121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DL0121'AND STATE ROAD 129 IN STRONG, GO EAST ON HIGHWAY 82 FOR 4.5
 DL0121'MILES TO A CROSS ROAD, CONTINUE EAST ON THE HIGHWAY FOR 4.5
 DL0121'MILES TO THE STATION ON THE RIGHT.
 DL0121'
 DL0121'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED STRONG
 DL0121'EAST BASE 1952.
 DL0121'
 DL0121'REFERENCE MARK 1 IS 24 FEET SOUTH OF A WIRE FENCE.  THE MARK
 DL0121'PROJECTS 3 INCHES AND THE DISK IS STAMPED STRONG EAST BASE
 DL0121'NO 1 1952.
 DL0121'
 DL0121'REFERENCE MARK 2 IS 6 FEET NORTH OF A 6-INCH OAK TREE.  THE
 DL0121'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED STRONG
 DL0121'EAST BASE NO 2 1952.
 DL0121'
 DL0121'THERE WAS NO PLACE VISIBLE FROM THE GROUND AT WHICH AN AZIMUTH
 DL0121'MARK COULD BE SET.
 DL0121'
 DL0121'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL0121
 DL0121                          STATION RECOVERY (1960)
 DL0121
 DL0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0121'8.4 MI NE FROM FELSENTHAL.
 DL0121'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0121'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 DL0121'MILE EAST ALONG U. S. HIGHWAY 82, ON THE SECTION LINE OF SECTIONS 13
 DL0121'AND 24, T 18 S, R 11 W, 67 FEET SOUTH OF THE CENTER LINE OF THE
 DL0121'HIGHWAY, 0.15 MILE WEST OF A SMALL CONCRETE CULVERT, 107.9 FEET WEST
 DL0121'OF STRONG EAST BASE R.M. 1, 98.8 FEET NORTH OF STRONG EAST BASE R.M.
 DL0121'2, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW THE
 DL0121'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 DL0121'INCHES.
 DL0121
 DL0121                          STATION RECOVERY (1964)
 DL0121
 DL0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL0121'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL0121'CONDITION.  THE STATION RECOVERED AS ORIGINALLY DESCRIBED AND
 DL0121'IS 2 FEET SOUTH OF A METAL WITNESS POST.  TO REACH THE STATION
 DL0121'FROM STRONG, FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DL0121'HIGHWAY 129, GO EASTERLY ON U.S. 82 FOR 8.7 MILES TO CROSSROADS,
 DL0121'CONTINUE EAST-NORTHEAST ON U.S. 82 FOR 1.0 MILE TO STATION ON
 DL0121'THE RIGHT.
 DL0121
 DL0121                          STATION RECOVERY (1964)
 DL0121
 DL0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0122 ***********************************************************************
 DL0122  DESIGNATION -  STRONG EAST BASE RM 2
 DL0122  PID         -  DL0122
 DL0122  STATE/COUNTY-  AR/UNION
 DL0122  USGS QUAD   -  NEW UNION (1981)
 DL0122
 DL0122                         *CURRENT SURVEY CONTROL
 DL0122  ___________________________________________________________________
 DL0122* NAD 83(1986)-  33 08 27.     (N)    092 11 50.     (W)     SCALED    
 DL0122* NAVD 88     -        26.097  (meters)      85.62   (feet)  ADJUSTED  
 DL0122  ___________________________________________________________________
 DL0122  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL0122  DYNAMIC HT  -          26.069 (meters)      85.53  (feet)  COMP
 DL0122  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 DL0122
 DL0122  VERT ORDER  -  FIRST     CLASS II
 DL0122
 DL0122.The horizontal coordinates were scaled from a topographic map and have
 DL0122.an estimated accuracy of +/- 6 seconds.
 DL0122
 DL0122.The orthometric height was determined by differential leveling
 DL0122.and adjusted by the National Geodetic Survey in June 1991..
 DL0122
 DL0122.The geoid height was determined by GEOID03.
 DL0122
 DL0122.The dynamic height is computed by dividing the NAVD 88
 DL0122.geopotential number by the normal gravity value computed on the
 DL0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0122.degrees latitude (g = 980.6199 gals.).
 DL0122
 DL0122.The modeled gravity was interpolated from observed gravity values.
 DL0122
 DL0122;                    North         East    Units  Estimated Accuracy
 DL0122;SPC AR S     -   452,610.      381,600.      MT  (+/- 180 meters Scaled)
 DL0122
 DL0122                          SUPERSEDED SURVEY CONTROL
 DL0122
 DL0122  NGVD 29 (??/??/92)   26.152  (m)           85.80   (f) ADJ UNCH    1 2
 DL0122
 DL0122.Superseded values are not recommended for survey control.
 DL0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0122.See file dsdata.txt to determine how the superseded data were derived.
 DL0122
 DL0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS748671(NAD 83)
 DL0122_MARKER: DR = REFERENCE MARK DISK
 DL0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0122_STAMPING: STRONG EAST BASE NO 2 1952
 DL0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0122+STABILITY: SURFACE MOTION
 DL0122
 DL0122  HISTORY     - Date     Condition        Report By
 DL0122  HISTORY     - 1952     MONUMENTED       CGS
 DL0122  HISTORY     - 1960     GOOD             NGS
 DL0122  HISTORY     - 1964     GOOD             NGS
 DL0122
 DL0122                          STATION DESCRIPTION
 DL0122
 DL0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0122'8.4 MI NE FROM FELSENTHAL.
 DL0122'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0122'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 DL0122'MILE EAST ALONG U. S. HIGHWAY 82, ON THE SECTION LINE OF SECTIONS 13
 DL0122'AND 24, T 18 S, R 11 W, 166 FEET SOUTH OF THE CENTER LINE OF THE
 DL0122'HIGHWAY, 0.15 MILE WEST OF A SMALL CONCRETE CULVERT, AT THE NORTH EDGE
 DL0122'OF A SMALL CLEARING IN A DENSE GROWTH OF TREES, 98.8 FEET SOUTH OF
 DL0122'TRIANGULATION STATION STRONG EAST BASE 1952, 148 FEET SOUTHWEST OF
 DL0122'STRONG EAST BASE R.M.1, 3 FEET NORTH OF A 6-INCH OAK TREE MARKED WITH
 DL0122'A TRIANGULAR BLAZE ON THE NORTH SIDE, AND IN THE TOP OF A CONCRETE
 DL0122'POST FLUSH WITH THE GROUND.
 DL0122
 DL0122                          STATION RECOVERY (1964)
 DL0122
 DL0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0123 ***********************************************************************
 DL0123  DESIGNATION -  STRONG EAST BASE RM 1
 DL0123  PID         -  DL0123
 DL0123  STATE/COUNTY-  AR/UNION
 DL0123  USGS QUAD   -  NEW UNION (1981)
 DL0123
 DL0123                         *CURRENT SURVEY CONTROL
 DL0123  ___________________________________________________________________
 DL0123* NAD 83(1986)-  33 08 27.     (N)    092 11 50.     (W)     SCALED    
 DL0123* NAVD 88     -        26.390  (meters)      86.58   (feet)  ADJUSTED  
 DL0123  ___________________________________________________________________
 DL0123  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL0123  DYNAMIC HT  -          26.362 (meters)      86.49  (feet)  COMP
 DL0123  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 DL0123
 DL0123  VERT ORDER  -  FIRST     CLASS II
 DL0123
 DL0123.The horizontal coordinates were scaled from a topographic map and have
 DL0123.an estimated accuracy of +/- 6 seconds.
 DL0123
 DL0123.The orthometric height was determined by differential leveling
 DL0123.and adjusted by the National Geodetic Survey in June 1991..
 DL0123
 DL0123.The geoid height was determined by GEOID03.
 DL0123
 DL0123.The dynamic height is computed by dividing the NAVD 88
 DL0123.geopotential number by the normal gravity value computed on the
 DL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0123.degrees latitude (g = 980.6199 gals.).
 DL0123
 DL0123.The modeled gravity was interpolated from observed gravity values.
 DL0123
 DL0123;                    North         East    Units  Estimated Accuracy
 DL0123;SPC AR S     -   452,610.      381,600.      MT  (+/- 180 meters Scaled)
 DL0123
 DL0123                          SUPERSEDED SURVEY CONTROL
 DL0123
 DL0123  NGVD 29 (??/??/92)   26.446  (m)           86.76   (f) ADJ UNCH    1 2
 DL0123
 DL0123.Superseded values are not recommended for survey control.
 DL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0123.See file dsdata.txt to determine how the superseded data were derived.
 DL0123
 DL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS748671(NAD 83)
 DL0123_MARKER: DB = BENCH MARK DISK
 DL0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0123_STAMPING: STRONG EAST BASE NO 1 1952
 DL0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0123+STABILITY: SURFACE MOTION
 DL0123
 DL0123  HISTORY     - Date     Condition        Report By
 DL0123  HISTORY     - 1952     MONUMENTED       CGS
 DL0123  HISTORY     - 1960     GOOD             NGS
 DL0123  HISTORY     - 1964     GOOD             NGS
 DL0123
 DL0123                          STATION DESCRIPTION
 DL0123
 DL0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0123'8.4 MI NE FROM FELSENTHAL.
 DL0123'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0123'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 DL0123'MILE EAST ALONG U. S. HIGHWAY 82, ON THE SECTION LINE OF SECTIONS 13
 DL0123'AND 24, T 18 S, R 11 W, 80 FEET SOUTH OF THE CENTER LINE OF THE
 DL0123'HIGHWAY, 0.15 MILE WEST OF A SMALL CONCRETE CULVERT, 107.9 FEET EAST
 DL0123'OF TRIANGULATION STATION STRONG EAST BASE 1952, 39 FEET WEST OF THE
 DL0123'CENTER OF A VERY NARROW WASH, AND IN THE TOP OF A CONCRETE POST
 DL0123'PROJECTING 3 INCHES.
 DL0123
 DL0123                          STATION RECOVERY (1964)
 DL0123
 DL0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1325 ***********************************************************************
 DL1325  DESIGNATION -  STRONG MUNICIPAL TANK
 DL1325  PID         -  DL1325
 DL1325  STATE/COUNTY-  AR/UNION
 DL1325  USGS QUAD   -  STRONG (1981)
 DL1325
 DL1325                         *CURRENT SURVEY CONTROL
 DL1325  ___________________________________________________________________
 DL1325* NAD 83(1997)-  33 06 33.02608(N)    092 21 39.81217(W)     ADJUSTED  
 DL1325* NAVD 88     -                                                        
 DL1325  ___________________________________________________________________
 DL1325  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DL1325  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL1325
 DL1325  HORZ ORDER  -  THIRD
 DL1325
 DL1325.The horizontal coordinates were established by classical geodetic methods
 DL1325.and adjusted by the National Geodetic Survey in September 1999..
 DL1325
 DL1325
 DL1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1325
 DL1325.The geoid height was determined by GEOID03.
 DL1325
 DL1325;                    North         East     Units Scale Factor Converg.
 DL1325;SPC AR S     -   449,140.433   366,297.958   MT  1.00004778   -0 12 07.5
 DL1325;SPC AR S     - 1,473,554.90  1,201,762.55   sFT  1.00004778   -0 12 07.5
 DL1325;SPC LA N     -   289,323.346 1,012,970.168   MT  1.00013089   +0 04 24.4
 DL1325;SPC LA N     -   949,221.68  3,323,386.29   sFT  1.00013089   +0 04 24.4
 DL1325;UTM  15      - 3,663,571.652   559,614.097   MT  0.99964382   +0 20 56.5
 DL1325
 DL1325                          SUPERSEDED SURVEY CONTROL
 DL1325
 DL1325  NAD 83(1997)-  33 06 33.03712(N)    092 21 39.80622(W) AD(       ) 4
 DL1325  NAD 83(1986)-  33 06 33.03854(N)    092 21 39.80412(W) AD(       ) 4
 DL1325  NAD 27      -  33 06 32.57300(N)    092 21 39.30600(W) AD(       ) 3
 DL1325
 DL1325.Superseded values are not recommended for survey control.
 DL1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1325.See file dsdata.txt to determine how the superseded data were derived.
 DL1325
 DL1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5961463572(NAD 83)
 DL1325_MARKER: 53 = ELEVATED TANK
 DL1325
 DL1325  HISTORY     - Date     Condition        Report By
 DL1325  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1325
 DL1325                          STATION DESCRIPTION
 DL1325
 DL1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1325'THE STATION IS IN THE SOUTHWEST EDGE OF THE TOWN OF STRONG.
 DL1325'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALUMINUM, ABOUT 100
 DL1325'FEET HIGH, AND HAS A CAPACITY OF ABOUT 50,000 GALLONS.
 DL1325'
 DL1325'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1329 ***********************************************************************
 DL1329  DESIGNATION -  STRONG WEST BASE
 DL1329  PID         -  DL1329
 DL1329  STATE/COUNTY-  AR/UNION
 DL1329  USGS QUAD   -  STRONG (1981)
 DL1329
 DL1329                         *CURRENT SURVEY CONTROL
 DL1329  ___________________________________________________________________
 DL1329* NAD 83(1997)-  33 07 14.22431(N)    092 17 30.06829(W)     ADJUSTED  
 DL1329* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 DL1329  ___________________________________________________________________
 DL1329  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DL1329  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL1329
 DL1329  HORZ ORDER  -  FIRST
 DL1329
 DL1329.The horizontal coordinates were established by classical geodetic methods
 DL1329.and adjusted by the National Geodetic Survey in September 1999..
 DL1329
 DL1329.The orthometric height was scaled from a topographic map.
 DL1329
 DL1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1329
 DL1329.The geoid height was determined by GEOID03.
 DL1329
 DL1329;                    North         East     Units Scale Factor Converg.
 DL1329;SPC AR S     -   450,389.051   372,777.013   MT  1.00004461   -0 09 47.7
 DL1329;SPC AR S     - 1,477,651.41  1,223,019.25   sFT  1.00004461   -0 09 47.7
 DL1329;SPC LA N     -   290,603.097 1,019,443.729   MT  1.00013507   +0 06 36.5
 DL1329;SPC LA N     -   953,420.33  3,344,624.97   sFT  1.00013507   +0 06 36.5
 DL1329;UTM  15      - 3,664,881.963   566,078.281   MT  0.99965383   +0 23 13.3
 DL1329
 DL1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1329!SPC AR S     -   0.99999769  x   1.00004461  =   1.00004230
 DL1329!SPC LA N     -   0.99999769  x   1.00013507  =   1.00013276
 DL1329!UTM  15      -   0.99999769  x   0.99965383  =   0.99965152
 DL1329
 DL1329|---------------------------------------------------------------------|
 DL1329| PID    Reference Object                     Distance      Geod. Az  |
 DL1329|                                                           dddmmss.s |
 DL1329| CY6536 STRONG WEST BASE RM 1                27.160 METERS 07714     |
 DL1329| DL1319 HUTTIG LOOKOUT TOWER 8 2 AFC        APPROX. 8.4 KM 1324617.6 |
 DL1329| CQ2709 SADIE                               APPROX.14.2 KM 1645329.6 |
 DL1329| CY6537 STRONG WEST BASE RM 2                26.172 METERS 23002     |
 DL1329| DL1325 STRONG MUNICIPAL TANK               APPROX. 6.6 KM 2585541.5 |
 DL1329|---------------------------------------------------------------------|
 DL1329
 DL1329                          SUPERSEDED SURVEY CONTROL
 DL1329
 DL1329  NAD 83(1997)-  33 07 14.23558(N)    092 17 30.06090(W) AD(       ) 1
 DL1329  NAD 83(1986)-  33 07 14.23683(N)    092 17 30.06038(W) AD(       ) 1
 DL1329  NAD 27      -  33 07 13.77800(N)    092 17 29.56100(W) AD(       ) 1
 DL1329
 DL1329.Superseded values are not recommended for survey control.
 DL1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1329.See file dsdata.txt to determine how the superseded data were derived.
 DL1329
 DL1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6607864882(NAD 83)
 DL1329_MARKER: DS = TRIANGULATION STATION DISK
 DL1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1329
 DL1329  HISTORY     - Date     Condition        Report By
 DL1329  HISTORY     - 1952     MONUMENTED       CGS
 DL1329  HISTORY     - 1964     GOOD             CGS
 DL1329  HISTORY     - 1973     GOOD             USE
 DL1329  HISTORY     - 19760401 SEE DESCRIPTION  USGS
 DL1329
 DL1329                          STATION DESCRIPTION
 DL1329
 DL1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1329'THE STATION IS IN SECTION 25, R 11 W, T 17 S, ABOUT 4 MILES
 DL1329'EAST-NORTHEAST OF STRONG.  THE MARK IS 104 FEET NORTH OF THE
 DL1329'CENTER OF U.S. HIGHWAY 82, 23 FEET SOUTH OF A BLAZED 18-INCH
 DL1329'PINE TREE, 21 FEET EAST OF A BLAZED 20-INCH PINE TREE AND
 DL1329'6 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1329'
 DL1329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL1329'STATE HIGHWAY 129 IN STRONG, GO EAST ON U.S. HIGHWAY 82 FOR
 DL1329'3.9 MILES TO THE STATION ON THE LEFT.
 DL1329'
 DL1329'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DL1329'STRONG WEST BASE 1952.
 DL1329'
 DL1329'REFERENCE MARK 1 IS 104 FEET NORTH OF THE CENTER OF THE HIGHWAY
 DL1329'AND 13 FEET NORTHWEST OF A 14-INCH PINE TREE.  THE MARK
 DL1329'PROJECTS 5 INCHES AND THE DISK IS STAMPED STRONG WEST BASE NO
 DL1329'1 1952.
 DL1329'
 DL1329'REFERENCE MARK 2 IS 67 FEET WEST OF THE BLAZED 20-INCH PINE TREE
 DL1329'AND 66 FEET NORTH OF THE CENTER OF THE HIGHWAY.  THE MARK
 DL1329'PROJECTS 4 INCHES AND THE DISK IS STAMPED STRONG WEST BASE
 DL1329'NO 2 1952.
 DL1329'
 DL1329'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1329'
 DL1329'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1329
 DL1329                          STATION RECOVERY (1964)
 DL1329
 DL1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1329'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 DL1329'STATION APPEARS TO BE IN SEC. 25, R 12 W., T. 18 S.  THE STATION
 DL1329'MARK IS IN A RUBBISH PILE, 104 FEET NORTH OF CENTERLINE OF
 DL1329'HIGHWAY, 28 FEET WEST-NORTHWEST OF A 24-INCH PINE TREE WITH
 DL1329'TRIANGLE BLAZE ON WEST SIDE AND 23 FEET SOUTH-SOUTHWEST OF
 DL1329'24-INCH PINE TREE WITH TRIANGLE BLAZE ON SOUTH SIDE.  R.M.
 DL1329'NO. 1 IS EAST-NORTHEAST OF THE STATION, 104 FEET NORTH OF
 DL1329'CENTERLINE OF HIGHWAY AND 13 FEET NORTHWEST OF A 14-INCH PINE
 DL1329'TREE.  R.M. NO 2 IS SOUTHWEST OF THE STATION, 66 FEET NORTH
 DL1329'OF CENTERLINE OF HIGHWAY AND 9 FEET NORTHEAST OF A 12-INCH
 DL1329'PINE TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE.
 DL1329'
 DL1329'TO REACH THE STATION FROM STRONG, FROM THE JUNCTION OF U.S.
 DL1329'HIGHWAY 82 AND STATE HIGHWAY 129, GO EASTERLY ON U.S. 82 FOR 4.15
 DL1329'MILES TO STATION ON LEFT.  THE STATION IS 0.7 MILE WEST OF
 DL1329'CROSSROADS AND LION SERVICE STATION.
 DL1329
 DL1329                          STATION RECOVERY (1973)
 DL1329
 DL1329'RECOVERY NOTE BY US ENGINEERS 1973
 DL1329'STATION WAS RECOVERED IN GOOD CONDITION.  THE ROUTE DESCRIPTION IS
 DL1329'ADEQUATE.
 DL1329
 DL1329                          STATION RECOVERY (1976)
 DL1329
 DL1329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JFS)
 DL1329'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0607 ***********************************************************************
 GE0607  DESIGNATION -  STUART
 GE0607  PID         -  GE0607
 GE0607  STATE/COUNTY-  AR/SHARP
 GE0607  USGS QUAD   -  STUART (1981)
 GE0607
 GE0607                         *CURRENT SURVEY CONTROL
 GE0607  ___________________________________________________________________
 GE0607* NAD 83(1997)-  36 15 49.71597(N)    091 31 04.90589(W)     ADJUSTED  
 GE0607* NAVD 88     -       222.417  (meters)     729.71   (feet)  ADJUSTED  
 GE0607  ___________________________________________________________________
 GE0607  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GE0607  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GE0607  DYNAMIC HT  -         222.229 (meters)     729.10  (feet)  COMP
 GE0607  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GE0607
 GE0607  HORZ ORDER  -  FIRST
 GE0607  VERT ORDER  -  SECOND    CLASS 0
 GE0607
 GE0607.The horizontal coordinates were established by classical geodetic methods
 GE0607.and adjusted by the National Geodetic Survey in September 1999..
 GE0607
 GE0607.The orthometric height was determined by differential leveling
 GE0607.and adjusted by the National Geodetic Survey in June 1991..
 GE0607.WARNING-Repeat measurements at this control monument indicate possible
 GE0607.vertical movement.
 GE0607
 GE0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0607
 GE0607.The geoid height was determined by GEOID03.
 GE0607
 GE0607.The dynamic height is computed by dividing the NAVD 88
 GE0607.geopotential number by the normal gravity value computed on the
 GE0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0607.degrees latitude (g = 980.6199 gals.).
 GE0607
 GE0607.The modeled gravity was interpolated from observed gravity values.
 GE0607
 GE0607;                    North         East     Units Scale Factor Converg.
 GE0607;SPC AR N     -   214,283.811   443,311.144   MT  1.00000617   +0 16 49.6
 GE0607;SPC AR N     -   703,029.47  1,454,429.98   sFT  1.00000617   +0 16 49.6
 GE0607;UTM  15      - 4,014,227.979   633,124.713   MT  0.99981836   +0 52 36.2
 GE0607
 GE0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0607!SPC AR N     -   0.99996954  x   1.00000617  =   0.99997571
 GE0607!UTM  15      -   0.99996954  x   0.99981836  =   0.99978790
 GE0607
 GE0607|---------------------------------------------------------------------|
 GE0607| PID    Reference Object                     Distance      Geod. Az  |
 GE0607|                                                           dddmmss.s |
 GE0607| CI3306 STUART RM 2                          64.228 METERS 00409     |
 GE0607| CI3305 STUART AZ MK                                       2013029.6 |
 GE0607| GE0608 STUART RM 1                          52.984 METERS 26227     |
 GE0607| CI3307 STUART RM 3                          37.247 METERS 34150     |
 GE0607|---------------------------------------------------------------------|
 GE0607
 GE0607                          SUPERSEDED SURVEY CONTROL
 GE0607
 GE0607  NAD 83(1986)-  36 15 49.72538(N)    091 31 04.90477(W) AD(       ) 1
 GE0607  NAD 27      -  36 15 49.48300(N)    091 31 04.40200(W) AD(       ) 1
 GE0607  NGVD 29 (??/??/92)  222.311  (m)          729.37   (f) ADJ UNCH    2 0
 GE0607
 GE0607.Superseded values are not recommended for survey control.
 GE0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0607.See file dsdata.txt to determine how the superseded data were derived.
 GE0607
 GE0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3312514228(NAD 83)
 GE0607_MARKER: DS = TRIANGULATION STATION DISK
 GE0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0607_STAMPING: STUART 1934
 GE0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0607+STABILITY: SURFACE MOTION
 GE0607
 GE0607  HISTORY     - Date     Condition        Report By
 GE0607  HISTORY     - 1934     MONUMENTED       CGS
 GE0607  HISTORY     - 1955     GOOD             CGS
 GE0607  HISTORY     - 1955     GOOD             CGS
 GE0607  HISTORY     - 1955     GOOD             NGS
 GE0607  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0607
 GE0607                          STATION DESCRIPTION
 GE0607
 GE0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GE0607'THIS STATION IS LOCATED IN THE VILLAGE OF STUART, ABOUT
 GE0607'150 YARDS E OF U.S. HIGHWAY 62.  THE MARK IS LOCATED IN
 GE0607'COUNTY ROAD RIGHT-OF-WAY, ABOUT 140 YARDS E OF POST OFFICE
 GE0607'BUILDING AT STUART, 19.7 FEET N OF THE CENTER LINE OF COUNTRY
 GE0607'ROAD, AND 2 FEET S OF THE FENCE LINE.
 GE0607'
 GE0607'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GE0607'DISKS SET IN THE TOPS OF CONCRETE CYLINDERS.
 GE0607'
 GE0607'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GE0607'
 GE0607'REFERENCE MARK NO. 1 IS W BY S OF THE STATION.  THE REFERENCE MARK
 GE0607'IS E OF THE POST OFFICE BUILDING IN STUART, IN THE ANGLE OF A
 GE0607'SLATTED FENCE, 11 FEET S OF THE CENTER LINE OF COUNTRY ROAD.  THE
 GE0607'DISTANCE FROM REFERENCE MARK NO. 1 TO THE STATION IS 174.05 FEET.
 GE0607'
 GE0607'REFERENCE MARK NO. 2 IS LOCATED N OF THE POST OFFICE BUILDING
 GE0607'AND GENERAL STORE IN STUART.  THE MARK IS LOCATED ALONG THE
 GE0607'FENCE LINE, JUST ON THE INSIDE OF AN ENCLOSED WOODED AREA,
 GE0607'IN THE W EDGE OF THE FIELD, AND IS 36.2 FEET E OF THE CENTER
 GE0607'LINE OF U.S. HIGHWAY 62.  REFERENCE MARK NO. 2 IS 210.72
 GE0607'FEET FROM THE TRIANGULATION STATION.
 GE0607'
 GE0607'AZIMUTH MARK IS ABOUT 0.35 MILE FROM THE TRIANGULATION STATION.
 GE0607'TO REACH FROM THE STATION, GO TO THE POST OFFICE BUILDING
 GE0607'AT STUART, TURN LEFT (S) ON U.S. HIGHWAY 62, GO ABOUT 100
 GE0607'YARDS TO DIRT ROAD, TURN LEFT (S) AND GO 0.3 MILE TO THE
 GE0607'MARK.  THE MARK IS ON THE LEFT (E) IN FRONT OF HOUSE, 2
 GE0607'FEET FROM THE FENCE LINE, AND 18 FEET FROM CENTER LINE OF
 GE0607'DIRT ROAD.
 GE0607'
 GE0607'TO REACH THE STATION, FOLLOW U.S. HIGHWAY 62, TO THE VILLAGE
 GE0607'OF STUART, AND TURN E ON DIRT ROAD ON THE N SIDE OF THE
 GE0607'POST OFFICE, AND GO ABOUT 150 YARDS TO THE TRIANGULATION
 GE0607'STATION.
 GE0607'
 GE0607'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 GE0607
 GE0607                          STATION RECOVERY (1955)
 GE0607
 GE0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 GE0607'3.0 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 62 FROM THE ST.
 GE0607'LOUIS - SAN FRANCISCO RAILROAD STATION AT HARDY, THENCE 2.4
 GE0607'MILES SOUTHWEST ALONG NEW U.S. HIGHWAY 62, 190.6 FEET NORTHEAST
 GE0607'OF THE EAST CORNER OF THE POST OFFICE AT STUART, 215 FEET
 GE0607'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH
 GE0607'OF THE CENTER LINE OF A DIRT ROAD, 3 FEET SOUTH OF A FENCE,
 GE0607'2 FEET EAST OF A WITNESS POST, A TRIANGULATION STATION DISK
 GE0607'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 GE0607'ABOVE THE GROUND, STAMPED STUART 1934.
 GE0607'
 GE0607'R.M. 1 STUART IS 174.0 FEET WEST OF TRIANGULATION STATION
 GE0607'STUART, 89 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GE0607'19 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 GE0607'EAST, 18 FEET NORTHEAST OF THE EAST CORNER OF THE POST OFFICE,
 GE0607'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 GE0607'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED STUART
 GE0607'NO 1 1934.
 GE0607'
 GE0607'STUART R.M. 2 HAS BEEN DESTROYED.  THE POST WAS FOUND BROKEN
 GE0607'OFF.  THE DISK WAS RECOVERED.
 GE0607
 GE0607                          STATION RECOVERY (1955)
 GE0607
 GE0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0607'THE STATION, AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED
 GE0607'IN GOOD CONDITION.  A DIFFERENCE IN DIRECTION TO THE AZIMUTH
 GE0607'MARK AND REFERENCE MARK 1 WAS NOTED.  REFERENCE MARK 2 WAS
 GE0607'NOT RECOVERED AND A NEW REFERENCE MARK WAS ESTABLISHED.
 GE0607'FOLLOWING IS A COMPLETE DESCRIPTION.
 GE0607'
 GE0607'THE STATION IS LOCATED IN THE VILLAGE OF STUART, ABOUT 300
 GE0607'FEET EAST OF THE CENTER OF U.S. HIGHWAY 62, 192 FEET NORTHEAST
 GE0607'OF THE NORTH CORNER OF THE STUART POST OFFICE BUILDING, 16
 GE0607'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 3 FEET EAST OF
 GE0607'A 4 X 4 INCH WHITE WITNESS POST AND 3 FEET SOUTH OF A FENCE.
 GE0607'
 GE0607'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE, GO WEST ON
 GE0607'A GRAVELED ROAD FOR ABOUT 150 YARDS TO A SIDE ROAD ON THE LEFT,
 GE0607'TURN LEFT AND GO SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK
 GE0607'ON THE LEFT.
 GE0607'
 GE0607'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0607'STUART 1934.
 GE0607'
 GE0607'REFERENCE MARK 1 IS 87 FEET SOUTHEAST OF THE CENTER OF THE
 GE0607'HIGHWAY AND 17 FEET NORTHEAST OF THE NORTH CORNER OF THE
 GE0607'POST OFFICE BUILDING.  THE MARK IS FLUSH WITH THE GROUND AND
 GE0607'THE DISK IS STAMPED STUART NO 1 1934.
 GE0607'
 GE0607'REFERENCE MARK 3 IS 50 FEET SOUTH OF THE CENTER OF THE
 GE0607'HIGHWAY, 20 FEET NORTHEAST OF A FENCE CORNER AND 1 FOOT
 GE0607'NORTH OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 GE0607'IS STAMPED STUART NO 3 1934.
 GE0607'
 GE0607'THE AZIMUTH MARK IS ABOUT 100 FEET EAST OF A FARMHOUSE, 18
 GE0607'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 2 FEET NORTH OF
 GE0607'A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.
 GE0607'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED STUART
 GE0607'1934.
 GE0607'
 GE0607'HEIGHT OF LIGHT 30 METERS.
 GE0607
 GE0607                          STATION RECOVERY (1955)
 GE0607
 GE0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GE0607'5.4 MI SW FROM HARDY.
 GE0607'3.0 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 62 FROM THE ST.
 GE0607'LOUIS-SAN FRANCISCO STATION AT HARDY, THENCE 2.4 MILES SOUTHWEST
 GE0607'ALONG NEW U.S. HIGHWAY 62, 190.6 FEET NORTHEAST OF THE EAST
 GE0607'CORNER OF THE POST OFFICE AT STUART, 215 FEET SOUTHEAST OF THE
 GE0607'CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF THE CENTER LINE OF
 GE0607'A DIRT ROAD, 3 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS
 GE0607'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 GE0607'ABOVE THE GROUND.
 GE0607
 GE0607                          STATION RECOVERY (2003)
 GE0607
 GE0607'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0608 ***********************************************************************
 GE0608  DESIGNATION -  STUART RM 1
 GE0608  PID         -  GE0608
 GE0608  STATE/COUNTY-  AR/SHARP
 GE0608  USGS QUAD   -  STUART (1981)
 GE0608
 GE0608                         *CURRENT SURVEY CONTROL
 GE0608  ___________________________________________________________________
 GE0608* NAD 83(1986)-  36 15 49.     (N)    091 31 05.     (W)     SCALED    
 GE0608* NAVD 88     -       221.098  (meters)     725.39   (feet)  ADJUSTED  
 GE0608  ___________________________________________________________________
 GE0608  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GE0608  DYNAMIC HT  -         220.911 (meters)     724.77  (feet)  COMP
 GE0608  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GE0608
 GE0608  VERT ORDER  -  SECOND    CLASS 0
 GE0608
 GE0608.The horizontal coordinates were scaled from a topographic map and have
 GE0608.an estimated accuracy of +/- 6 seconds.
 GE0608
 GE0608.The orthometric height was determined by differential leveling
 GE0608.and adjusted by the National Geodetic Survey in June 1991..
 GE0608
 GE0608.The geoid height was determined by GEOID03.
 GE0608
 GE0608.The dynamic height is computed by dividing the NAVD 88
 GE0608.geopotential number by the normal gravity value computed on the
 GE0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0608.degrees latitude (g = 980.6199 gals.).
 GE0608
 GE0608.The modeled gravity was interpolated from observed gravity values.
 GE0608
 GE0608;                    North         East    Units  Estimated Accuracy
 GE0608;SPC AR N     -   214,260.      443,310.      MT  (+/- 180 meters Scaled)
 GE0608
 GE0608                          SUPERSEDED SURVEY CONTROL
 GE0608
 GE0608  NGVD 29 (??/??/92)  220.991  (m)          725.03   (f) ADJ UNCH    2 0
 GE0608
 GE0608.Superseded values are not recommended for survey control.
 GE0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0608.See file dsdata.txt to determine how the superseded data were derived.
 GE0608
 GE0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA331142(NAD 83)
 GE0608_MARKER: DR = REFERENCE MARK DISK
 GE0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0608_STAMPING: STUART NO 1 1934
 GE0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0608+STABILITY: SURFACE MOTION
 GE0608
 GE0608  HISTORY     - Date     Condition        Report By
 GE0608  HISTORY     - 1934     MONUMENTED       CGS
 GE0608  HISTORY     - 1961     GOOD             USGS
 GE0608  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0608
 GE0608                          STATION DESCRIPTION
 GE0608
 GE0608'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 GE0608'AT STUART.
 GE0608'LOCATED IN THE VILLAGE OF STUART, NEAR N 1/4 COR SEC. 33, T. 19
 GE0608'N R 5 W, 84 FEET NORMAL TO AND ON SE SIDE OF U.S. HIGHWAY 62,
 GE0608'23 FEET NORMAL TO AND ON SW SIDE OF ROAD E 18 FT. E OF NE COR.
 GE0608'OF TUCKERS GAS STATION AND GRO. STORE, SET IN THE TOP OF A
 GE0608'CONCRETE POST SET FLUSH WITH GROUND, A STANDARD REFERENCE MARK
 GE0608'DISK, STAMPED STUART NO 1 1934.
 GE0608
 GE0608                          STATION RECOVERY (2003)
 GE0608
 GE0608'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DFC)
 GE0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1809 ***********************************************************************
 FE1809  DESIGNATION -  STUD
 FE1809  PID         -  FE1809
 FE1809  STATE/COUNTY-  AR/MISSISSIPPI
 FE1809  USGS QUAD   -  ARMOREL (1983)
 FE1809
 FE1809                         *CURRENT SURVEY CONTROL
 FE1809  ___________________________________________________________________
 FE1809* NAD 83(1986)-  35 54 07.     (N)    089 45 29.     (W)     SCALED    
 FE1809* NAVD 88     -        79.035  (meters)     259.30   (feet)  ADJUSTED  
 FE1809  ___________________________________________________________________
 FE1809  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE1809  DYNAMIC HT  -          78.968 (meters)     259.08  (feet)  COMP
 FE1809  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE1809
 FE1809  VERT ORDER  -  FIRST     CLASS II
 FE1809
 FE1809.The horizontal coordinates were scaled from a topographic map and have
 FE1809.an estimated accuracy of +/- 6 seconds.
 FE1809
 FE1809.The orthometric height was determined by differential leveling
 FE1809.and adjusted by the National Geodetic Survey in June 1991..
 FE1809
 FE1809.The geoid height was determined by GEOID03.
 FE1809
 FE1809.The dynamic height is computed by dividing the NAVD 88
 FE1809.geopotential number by the normal gravity value computed on the
 FE1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1809.degrees latitude (g = 980.6199 gals.).
 FE1809
 FE1809.The modeled gravity was interpolated from observed gravity values.
 FE1809
 FE1809;                    North         East    Units  Estimated Accuracy
 FE1809;SPC AR N     -   176,330.      602,370.      MT  (+/- 180 meters Scaled)
 FE1809
 FE1809                          SUPERSEDED SURVEY CONTROL
 FE1809
 FE1809  NGVD 29 (??/??/??)   78.981  (m)          259.12   (f) ADJUSTED    1 2
 FE1809
 FE1809.Superseded values are not recommended for survey control.
 FE1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1809.See file dsdata.txt to determine how the superseded data were derived.
 FE1809
 FE1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE510765(NAD 83)
 FE1809_MARKER: B = BOLT
 FE1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1809+STABILITY: SURFACE MOTION
 FE1809
 FE1809  HISTORY     - Date     Condition        Report By
 FE1809  HISTORY     - UNK      MONUMENTED       DOD
 FE1809  HISTORY     - 1956     GOOD             CGS
 FE1809
 FE1809                          STATION DESCRIPTION
 FE1809
 FE1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1809'0.4 MI E FROM BARFIELD.
 FE1809'0.4 MILE EAST ALONG STATE HIGHWAY 18 FROM THE J.C. ELLIS STORE
 FE1809'AT BARFIELD, THENCE ABOUT 70 YARDS NORTH ALONG WEST BANK OF
 FE1809'MISSISSIPPI RIVER, ABOUT 0.1 MILE DUE EAST OF CROSSING OF HIGHWAY
 FE1809'AND THE OLD LEVEE (THE SECOND LEVEE EAST OF STORE AT BARFIELD, AT
 FE1809'AN ABANDONED CONCRETE FOUNDATION, THE TOP OF ANCHOR BOLT IN A PIPE IN
 FE1809'CONCRETE FOUNDATION, THE BOLT IS THE DOWNSTREAM ONE ON THE LANDSIDE
 FE1809'PORTION OF FOUNDATION AND 4 NAILS ARE DRIVEN IN PIPE AROUND THE ANCHOR
 FE1809'BOLT.  THE ANCHOR BOLT IS PAINTED YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2838 ***********************************************************************
 EH2838  DESIGNATION -  STUMPY
 EH2838  PID         -  EH2838
 EH2838  STATE/COUNTY-  AR/PHILLIPS
 EH2838  USGS QUAD   -  STUBBS ISLAND (1982)
 EH2838
 EH2838                         *CURRENT SURVEY CONTROL
 EH2838  ___________________________________________________________________
 EH2838* NAD 83(1997)-  34 37 39.61276(N)    090 37 09.43152(W)     ADJUSTED  
 EH2838* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 EH2838  ___________________________________________________________________
 EH2838  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 EH2838  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH2838
 EH2838  HORZ ORDER  -  FIRST
 EH2838
 EH2838.The horizontal coordinates were established by classical geodetic methods
 EH2838.and adjusted by the National Geodetic Survey in September 1999..
 EH2838
 EH2838.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2838
 EH2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2838
 EH2838.The geoid height was determined by GEOID03.
 EH2838
 EH2838;                    North         East     Units Scale Factor Converg.
 EH2838;SPC AR S     -   618,358.324   526,603.685   MT  0.99997195   +0 46 22.0
 EH2838;SPC AR S     - 2,028,730.60  1,727,698.92   sFT  0.99997195   +0 46 22.0
 EH2838;SPC MS W     -   568,607.163   673,779.436   MT  0.99995847   -0 09 45.0
 EH2838;SPC MS W     - 1,865,505.33  2,210,558.03   sFT  0.99995847   -0 09 45.0
 EH2838;UTM  15      - 3,834,331.773   718,245.924   MT  1.00018712   +1 21 12.1
 EH2838
 EH2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2838!SPC AR S     -   0.99999407  x   0.99997195  =   0.99996602
 EH2838!SPC MS W     -   0.99999407  x   0.99995847  =   0.99995254
 EH2838!UTM  15      -   0.99999407  x   1.00018712  =   1.00018119
 EH2838
 EH2838|---------------------------------------------------------------------|
 EH2838| PID    Reference Object                     Distance      Geod. Az  |
 EH2838|                                                           dddmmss.s |
 EH2838| CY6538 STUMPY RM 1                          12.108 METERS 04509     |
 EH2838| EH0993 P 222                                 5.735 METERS 18246     |
 EH2838| CY6539 STUMPY RM 2                          24.133 METERS 30748     |
 EH2838| EH2840 STUMPY AZ MK                        APPROX. 0.7 KM 3104142.4 |
 EH2838|---------------------------------------------------------------------|
 EH2838
 EH2838                          SUPERSEDED SURVEY CONTROL
 EH2838
 EH2838  NAD 83(1997)-  34 37 39.61293(N)    090 37 09.43120(W) AD(       ) 1
 EH2838  NAD 83(1997)-  34 37 39.61358(N)    090 37 09.43091(W) AD(       ) 1
 EH2838  NAD 83(1986)-  34 37 39.61920(N)    090 37 09.43170(W) AD(       ) 1
 EH2838  NAD 27      -  34 37 39.25610(N)    090 37 09.04681(W) AD(       ) 1
 EH2838  NGVD 29 (07/19/86)   64.8    (m)          213.     (f) VERT ANG       
 EH2838
 EH2838.Superseded values are not recommended for survey control.
 EH2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2838.See file dsdata.txt to determine how the superseded data were derived.
 EH2838
 EH2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1824634332(NAD 83)
 EH2838_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2838+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH2838
 EH2838  HISTORY     - Date     Condition        Report By
 EH2838  HISTORY     - 1980     MONUMENTED       NGS
 EH2838  HISTORY     - 20030318 GOOD             USACE
 EH2838
 EH2838                          STATION DESCRIPTION
 EH2838
 EH2838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH2838'THE STATION IS LOCATED ABOUT 9.7 KM NORTH-NORTHEAST OF
 EH2838'WEST HELENA, 19.4 KM SOUTHEAST OF MARIANNA,
 EH2838'2.4 KM WEST OF THE MOUTH OF THE ST FRANCIS RIVER,
 EH2838'NEAR THE SOUTH END OF THE MAIN LEVEE ALONG THE WEST SIDE
 EH2838'OF THE MISSISSIPPI RIVER AND ON THE NORTH BANK OF THE
 EH2838'ST. FRANCIS RIVER.  PERMISSION WAS OBTAINED FROM
 EH2838'MR. B. B. FAIR, CHIEF ENGINEER FOR THE ST. FRANCIS LEVEE
 EH2838'DISTRICT, P.O. BOX 308, WEST MEMPHIS, AR. 72301.
 EH2838'TELEPHONE NUMBER 501-735-1062.
 EH2838'
 EH2838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2838'STATE HIGHWAY 1 AT THE NORTHEAST CORNER OF MARIANNA, GO
 EH2838'NORTHEAST ON U.S. HIGHWAY 79 FOR 5.65 KM (3.5 MI) TO STATE
 EH2838'HIGHWAY 121.  TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 121 FOR
 EH2838'1.13 KM (0.7 MI) TO A FORK WHERE THE HIGHWAY BEARS LEFT
 EH2838'AND LEAVES THE LEVEE.  CONTINUE AHEAD, SOUTHEAST, ON THE
 EH2838'GRAVEL ROAD ON THE LEVEE FOR 9.1 KM (5.65 MI) TO A U.S. ARMY
 EH2838'CORPS OF ENGINEERS, PUMPING STATION.  CONTINUE EAST ON THE
 EH2838'LEVEE FOR 5.3 KM (3.2 MI) TO A FORK IN THE LEVEE. TAKE THE
 EH2838'RIGHT FORK AND GO SOUTHEASTERLY ON THE LEVEE ROAD FOR
 EH2838'11.6 KM (7.2 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 EH2838'CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO THE STATION
 EH2838'ON THE RIGHT AT THE END OF THE LEVEE.
 EH2838'
 EH2838'THE STATION IS A STANDARD NGS DISK
 EH2838'STAMPED---STUMPY 1980---,
 EH2838'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2838'FLUSH WITH GROUND.  IT IS LOCATED
 EH2838'8.2 METERS SOUTH FROM THE CENTER OF A LEVEE ROAD,
 EH2838'6.6 METERS NORTH FROM MILEPOST 218/219 AND
 EH2838'1.4 METERS NORTHWEST FROM A METAL WITNESS POST.
 EH2838'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2838'STAMPED---STUMPY 1980---,
 EH2838'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 EH2838'
 EH2838'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2838'STAMPED---STUMPY NO 1 1980---,
 EH2838'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2838'FLUSH WITH GROUND.  IT IS LOCATED
 EH2838'5.5 METERS NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2838'0.6 METER SOUTHWEST FROM A METAL WITNESS POST.
 EH2838'MARK IS BELOW STATION 1 METER.
 EH2838'
 EH2838'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 EH2838'STAMPED---STUMPY NO 2 1980---,
 EH2838'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2838'FLUSH WITH GROUND.  IT IS LOCATED
 EH2838'4.5 METERS SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2838'0.5 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2838'MARK IS BELOW STATION 1 METER.
 EH2838'
 EH2838'BM P 222 IS A STANDARD NGS BENCH MARK DISK
 EH2838'STAMPED---P 222 1976---,
 EH2838'CRIMPED TO THE TOP OF A METAL ROD IN THE GROUND AND
 EH2838'SURROUNDED BY A 4-INCH PVC PLASTIC PIPE IN CONCRETE.
 EH2838'IT IS LOCATED
 EH2838'0.8 METER NORTH FROM MILEPOST 218/219 AND
 EH2838'0.2 METER NORTHEAST FROM A METAL WITNESS POST.
 EH2838'MARK IS BELOW STATION 1.0 METER.
 EH2838'
 EH2838'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2838'STAMPED---STUMPY 1980---,
 EH2838'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2838'FLUSH WITH GROUND.  IT IS LOCATED
 EH2838'5.5 METERS SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2838'0.8 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2838'
 EH2838'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 33.1 METERS.
 EH2838'A PRECISE TRAVERSE TIE WAS MADE TO BM P 222.
 EH2838
 EH2838                          STATION RECOVERY (2003)
 EH2838
 EH2838'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2840 ***********************************************************************
 EH2840  DESIGNATION -  STUMPY AZ MK
 EH2840  PID         -  EH2840
 EH2840  STATE/COUNTY-  AR/PHILLIPS
 EH2840  USGS QUAD   -  STUBBS ISLAND (1982)
 EH2840
 EH2840                         *CURRENT SURVEY CONTROL
 EH2840  ___________________________________________________________________
 EH2840* NAD 83(1997)-  34 37 54.40039(N)    090 37 30.23511(W)     ADJUSTED  
 EH2840* NAVD 88     -        64.2    (meters)     211.     (feet)  VERTCON   
 EH2840  ___________________________________________________________________
 EH2840  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EH2840  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH2840
 EH2840  HORZ ORDER  -  SECOND
 EH2840
 EH2840.The horizontal coordinates were established by classical geodetic methods
 EH2840.and adjusted by the National Geodetic Survey in September 1999..
 EH2840
 EH2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2840
 EH2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2840
 EH2840.The geoid height was determined by GEOID03.
 EH2840
 EH2840;                    North         East     Units Scale Factor Converg.
 EH2840;SPC AR S     -   618,806.819   526,067.716   MT  0.99997270   +0 46 10.3
 EH2840;SPC AR S     - 2,030,202.04  1,725,940.50   sFT  0.99997270   +0 46 10.3
 EH2840;SPC MS W     -   569,064.340   673,250.867   MT  0.99995882   -0 09 56.9
 EH2840;SPC MS W     - 1,867,005.26  2,208,823.89   sFT  0.99995882   -0 09 56.9
 EH2840;UTM  15      - 3,834,774.908   717,705.322   MT  1.00018421   +1 21 00.7
 EH2840
 EH2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2840!SPC AR S     -   0.99999416  x   0.99997270  =   0.99996686
 EH2840!SPC MS W     -   0.99999416  x   0.99995882  =   0.99995298
 EH2840!UTM  15      -   0.99999416  x   1.00018421  =   1.00017837
 EH2840
 EH2840                          SUPERSEDED SURVEY CONTROL
 EH2840
 EH2840  NAD 83(1997)-  34 37 54.40046(N)    090 37 30.23490(W) AD(       ) 2
 EH2840  NAD 83(1997)-  34 37 54.40123(N)    090 37 30.23448(W) AD(       ) 2
 EH2840  NAD 83(1986)-  34 37 54.40690(N)    090 37 30.23521(W) AD(       ) 2
 EH2840  NAD 27      -  34 37 54.04418(N)    090 37 29.84967(W) AD(       ) 2
 EH2840  NGVD 29 (07/19/86)   64.2    (m)          211.     (f) VERT ANG       
 EH2840
 EH2840.Superseded values are not recommended for survey control.
 EH2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2840.See file dsdata.txt to determine how the superseded data were derived.
 EH2840
 EH2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1770534775(NAD 83)
 EH2840_MARKER: DZ = AZIMUTH MARK DISK
 EH2840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2840+STABILITY: SURFACE MOTION
 EH2840
 EH2840  HISTORY     - Date     Condition        Report By
 EH2840  HISTORY     - 1980     MONUMENTED       NGS
 EH2840
 EH2840                          STATION DESCRIPTION
 EH2840
 EH2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH2840'THE STATION IS LOCATED ABOUT 10.5 KM
 EH2840'NORTH-NORTHEAST OF WEST HELENA, 18.5 KM SOUTHEAST OF
 EH2840'MARIANNA, 3.2 KM WEST OF THE MOUTH OF THE ST FRANCIS
 EH2840'RIVER, NEAR THE SOUTH END OF THE MAIN LEVEE ALONG THE WEST
 EH2840'SIDE OF THE MISSISSIPPI RIVER AND ON THE NORTH BANK OF THE
 EH2840'ST FRANCIS RIVER.  PERMISSION WAS OBTAINED FROM MR. B.B. FAIR,
 EH2840'CHIEF ENGINEER FOR THE ST. FRANCIS LEVEE DISTRICT,
 EH2840'P.O. BOX 308, WEST MEMPHIS, AR 72301.
 EH2840'TELEPHONE NUMBER 501-735-1062.
 EH2840'
 EH2840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2840'STATE HIGHWAY 1 AT THE NORTHEAST CORNER OF MARIANNA, GO
 EH2840'NORTHEAST ON U.S. HIGHWAY 79 FOR 5.65 KM (3.5 MI) TO STATE
 EH2840'HIGHWAY 121. TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 121 FOR
 EH2840'1.13 KM (0.7 MI) TO A FORK WHERE THE HIGHWAY TURNS LEFT
 EH2840'AND LEAVES THE LEVEE. CONTINUE AHEAD, SOUTHEASTERLY ON
 EH2840'THE GRAVEL ROAD ON THE LEVEE FOR 9.1 KM (5.65 MI) TO A
 EH2840'U.S. ARMY CORPS OF ENGINEERS PUMPING STATION.  CONTINUE
 EH2840'EASTERLY ON THE LEVEE ROAD FOR 5.2 KM (3.2 MI) TO A FORK.
 EH2840'TAKE THE RIGHT FORK AND GO SOUTHERLY FOR 11.6 KM (7.2 MI)
 EH2840'TO THE STATION ON THE RIGHT.
 EH2840'
 EH2840'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 EH2840'STAMPED---STUMPY 1980---,
 EH2840'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2840'FLUSH WITH GROUND.  IT IS LOCATED
 EH2840'5.5 METERS SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2840'0.8 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2840'
 EH2840'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0899 ***********************************************************************
 GE0899  DESIGNATION -  STURKIE
 GE0899  PID         -  GE0899
 GE0899  STATE/COUNTY-  AR/FULTON
 GE0899  USGS QUAD   -  VIOLA (1984)
 GE0899
 GE0899                         *CURRENT SURVEY CONTROL
 GE0899  ___________________________________________________________________
 GE0899* NAD 83(1997)-  36 26 30.75317(N)    091 57 10.64073(W)     ADJUSTED  
 GE0899* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 GE0899  ___________________________________________________________________
 GE0899  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GE0899  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GE0899
 GE0899  HORZ ORDER  -  SECOND
 GE0899
 GE0899.The horizontal coordinates were established by classical geodetic methods
 GE0899.and adjusted by the National Geodetic Survey in September 1999..
 GE0899
 GE0899.The orthometric height was scaled from a topographic map.
 GE0899
 GE0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0899
 GE0899.The geoid height was determined by GEOID03.
 GE0899
 GE0899;                    North         East     Units Scale Factor Converg.
 GE0899;SPC AR N     -   233,938.514   404,218.095   MT  1.00004788   +0 01 38.6
 GE0899;SPC AR N     -   767,513.27  1,326,172.20   sFT  1.00004788   +0 01 38.6
 GE0899;SPC MO C     -    67,659.403   549,043.852   MT  0.99996296   +0 19 29.8
 GE0899;UTM  15      - 4,033,470.113   593,839.910   MT  0.99970849   +0 37 19.2
 GE0899
 GE0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0899!SPC AR N     -   0.99995344  x   1.00004788  =   1.00000131
 GE0899!SPC MO C     -   0.99995344  x   0.99996296  =   0.99991640
 GE0899!UTM  15      -   0.99995344  x   0.99970849  =   0.99966194
 GE0899
 GE0899|---------------------------------------------------------------------|
 GE0899| PID    Reference Object                     Distance      Geod. Az  |
 GE0899|                                                           dddmmss.s |
 GE0899| CI3312 STURKIE RM 1                         26.931 METERS 11429     |
 GE0899| CI3311 STURKIE AZ MK                                      2553311.8 |
 GE0899| CI3313 STURKIE RM 2                         31.388 METERS 34855     |
 GE0899|---------------------------------------------------------------------|
 GE0899
 GE0899                          SUPERSEDED SURVEY CONTROL
 GE0899
 GE0899  NAD 83(1986)-  36 26 30.76179(N)    091 57 10.64091(W) AD(       ) 2
 GE0899  NAD 27      -  36 26 30.52800(N)    091 57 10.09800(W) AD(       ) 2
 GE0899
 GE0899.Superseded values are not recommended for survey control.
 GE0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0899.See file dsdata.txt to determine how the superseded data were derived.
 GE0899
 GE0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9384033470(NAD 83)
 GE0899_MARKER: DS = TRIANGULATION STATION DISK
 GE0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0899
 GE0899  HISTORY     - Date     Condition        Report By
 GE0899  HISTORY     - 1953     MONUMENTED       CGS
 GE0899
 GE0899                          STATION DESCRIPTION
 GE0899
 GE0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0899'THE STATION IS ABOUT 3-1/2 MILES NORTH AND 2-1/4 MILES EAST
 GE0899'OF VIOLA, IN THE NORTHEAST 1/4 OF SEC. 33, T 21 N, R 9 W,
 GE0899'ON PROPERTY OWNED BY ELMER UPTON.  IT IS ABOUT 100 YARDS
 GE0899'SOUTH OF THE UPTON FARMHOUSE, 32 FEET SOUTHWEST OF A 36 INCH
 GE0899'OAK TREE, 22 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND
 GE0899'9 FEET NORTH OF A WITNESS POST.
 GE0899'
 GE0899'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 GE0899'11 AND U.S. HIGHWAY 62 AT THE NORTH EDGE OF VIOLA, GO NORTH
 GE0899'ON HIGHWAY 11 FOR 3.65 MILES TO A SIDE ROAD RIGHT, TURN
 GE0899'RIGHT AND GO EAST 0.45 MILE TO A T-JUNCTION, TURN LEFT AND
 GE0899'GO NORTH ABOUT 200 FEET TO THE AZIMUTH MARK ON THE LEFT,
 GE0899'CONTINUE NORTH 0.2 MILE TO A POINT WHERE THE ROAD TURNS
 GE0899'EAST, BEAR RIGHT AND GO EAST 0.5 MILE TO THE STATION.
 GE0899'
 GE0899'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE0899'STAMPED STURKIE 1953.
 GE0899'
 GE0899'REFERENCE MARK 1 IS 17 FEET WEST OF THE NORTHWEST CORNER
 GE0899'OF A BARN AND 4 FEET EAST OF A GATE.  THE MARK IS FLUSH
 GE0899'WITH THE GROUND AND THE DISK IS STAMPED STURKIE NO 1 1953.
 GE0899'
 GE0899'REFERENCE MARK 2 IS 22 FEET NORTHWEST OF THE CENTER OF A
 GE0899'DRIVEWAY LEADING TO THE HOUSE.  THE MARK IS FLUSH WITH THE
 GE0899'GROUND AND THE DISK IS STAMPED STURKIE NO 2 1953.
 GE0899'
 GE0899'THE AZIMUTH MARK IS ABOUT 50 YARDS NORTHWEST OF A FARMHOUSE,
 GE0899'15 FEET WEST OF THE CENTER OF THE ROAD, 3 FEET SOUTH OF A
 GE0899'WITNESS POST AND 2 FEET EAST OF A FENCE.  THE MARK PROJECTS
 GE0899'5 INCHES AND THE DISK IS STAMPED STURKIE 1953.
 GE0899'
 GE0899'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3128 ***********************************************************************
 EH3128  PACS        -  This is a Primary Airport Control Station.
 EH3128  DESIGNATION -  STUTPORT
 EH3128  PID         -  EH3128
 EH3128  STATE/COUNTY-  AR/PRAIRIE
 EH3128  USGS QUAD   -  STUTTGART NORTH (1969)
 EH3128
 EH3128                         *CURRENT SURVEY CONTROL
 EH3128  ___________________________________________________________________
 EH3128* NAD 83(1997)-  34 35 46.94853(N)    091 34 38.47768(W)     ADJUSTED  
 EH3128* NAVD 88     -        67.81   (meters)     222.5    (feet)  GPS OBS   
 EH3128  ___________________________________________________________________
 EH3128  X           -    -144,679.989 (meters)                     COMP
 EH3128  Y           -  -5,254,022.645 (meters)                     COMP
 EH3128  Z           -   3,601,120.978 (meters)                     COMP
 EH3128  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 EH3128  ELLIP HEIGHT-          41.13  (meters)          (03/09/05) GPS OBS
 EH3128  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EH3128
 EH3128  HORZ ORDER  -  B
 EH3128  ELLP ORDER  -  FOURTH    CLASS I
 EH3128
 EH3128.This mark is at Stuttgart Airport (SGT)
 EH3128
 EH3128.The horizontal coordinates were established by GPS observations
 EH3128.and adjusted by the WOOLPERT CONSULTANTS in March 2005..
 EH3128
 EH3128.The orthometric height was determined by GPS observations and a
 EH3128.high-resolution geoid model.
 EH3128
 EH3128.GPS derived orthometric heights for airport stations designated as
 EH3128.PACS or SACS are published to 2 decimal places.  This maintains
 EH3128.centimeter relative accuracy between the PACS and SACS.  It does
 EH3128.not indicate centimeter accuracy relative to other marks which are
 EH3128.part of the NAVD 88 network.
 EH3128
 EH3128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3128
 EH3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3128
 EH3128.The ellipsoidal height was determined by GPS observations
 EH3128.and is referenced to NAD 83.
 EH3128
 EH3128.The geoid height was determined by GEOID03.
 EH3128
 EH3128;                    North         East     Units Scale Factor Converg.
 EH3128;SPC AR S     -   614,112.939   438,769.583   MT  0.99996645   +0 14 11.6
 EH3128;SPC AR S     - 2,014,802.20  1,439,529.87   sFT  0.99996645   +0 14 11.6
 EH3128;UTM  15      - 3,829,203.750   630,457.758   MT  0.99980977   +0 48 28.4
 EH3128
 EH3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3128!SPC AR S     -   0.99999354  x   0.99996645  =   0.99995999
 EH3128!UTM  15      -   0.99999354  x   0.99980977  =   0.99980331
 EH3128
 EH3128:                Primary Azimuth Mark                     Grid Az
 EH3128:SPC AR S     -  STUTPORT AZ MK                           015 36 41.4
 EH3128:UTM  15      -  STUTPORT AZ MK                           015 02 24.6
 EH3128
 EH3128|---------------------------------------------------------------------|
 EH3128| PID    Reference Object                     Distance      Geod. Az  |
 EH3128|                                                           dddmmss.s |
 EH3128| EH3129 STUTPORT AZ MK                      APPROX. 0.6 KM 0155053.0 |
 EH3128|---------------------------------------------------------------------|
 EH3128
 EH3128                          SUPERSEDED SURVEY CONTROL
 EH3128
 EH3128  ELLIP H (09/24/01)   41.15   (m)                       GP(       ) 4 2
 EH3128  NAD 83(1997)-  34 35 46.94871(N)    091 34 38.47799(W) AD(       ) 1
 EH3128  ELLIP H (09/14/99)   41.15   (m)                       GP(       ) 4 1
 EH3128  NAD 83(1986)-  34 35 46.96041(N)    091 34 38.46988(W) AD(       ) 1
 EH3128  NGVD 29 (11/13/90)   67.7    (m)          222.     (f) GPS OBS        
 EH3128
 EH3128.Superseded values are not recommended for survey control.
 EH3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3128.See file dsdata.txt to determine how the superseded data were derived.
 EH3128
 EH3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3045829204(NAD 83)
 EH3128_MARKER: I = METAL ROD
 EH3128_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3128_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3128_STAMPING: STUTPORT 1990
 EH3128_MARK LOGO: NGS   
 EH3128_PROJECTION: FLUSH
 EH3128_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3128+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 EH3128_ROD/PIPE-DEPTH: 11.1 meters
 EH3128_SLEEVE-DEPTH  : 0.93 meters
 EH3128
 EH3128  HISTORY     - Date     Condition        Report By
 EH3128  HISTORY     - 1990     MONUMENTED       NGS
 EH3128  HISTORY     - 19980901 GOOD             NRCS
 EH3128  HISTORY     - 20041115 GOOD             WOOLPT
 EH3128
 EH3128                          STATION DESCRIPTION
 EH3128
 EH3128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EH3128'STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) NORTHEAST OF HUMPHREY, 20.1
 EH3128'KM (12.5 MI) SOUTH OF HAZEN, AND 10.8 KM (6.7 MI) NORTH-NORTHWEST OF
 EH3128'STUTTGART.  AT THE STUTTGART MUNICIPAL AIRPORT. OWNESHIP--CITY OF
 EH3128'STUTTGART, 514 SOUTH MAIN STREET, STUTTGART, AR 72160.  AIRPORT
 EH3128'MANAGER IS CARL HUMPHREY, CITY HALL, STUTTGART AR 72160.  PHONE IS
 EH3128'501-673-2960 OR 501-673-2360.
 EH3128'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 79 AND 165 IN STUTTGART, GO
 EH3128'NORTH ON U.S.HIGHWAY 165 FOR 3.15 KM (1.96 MI) TO WHERE U.S.HIGHWAY
 EH3128'165 TURNS WEST.  CONTINUE NORTH ON STATE HIGHWAY 11 FOR 6.47 KM
 EH3128'(4.02 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND
 EH3128'NORTHWEST ON THE AIRPORT ENTRANCE ROAD FOR 1.81 KM (1.12 MI) TO AN
 EH3128'APRON.  TURN LEFT AND GO SOUTHWEST ACROSS THE APRON FOR 0.26 KM
 EH3128'(0.16 MI) TO TAXIWAY B AND THE STATION ON THE RIGHT.
 EH3128'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EH3128'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, SET 27.1 M
 EH3128'(88.9 FT) NORTH OF THE CENTERLINE OF TAXIWAY B, 22.2 M (72.8 FT)
 EH3128'NORTHWEST OF THE CURVED PAVEMENT AT THE JUNCTION OF TAXIWAY B AND THE
 EH3128'APRON AND 20.7 M (67.9 FT) WEST OF THE WEST EDGE OF THE APRON.
 EH3128'DESCRIBED BY R.D.BALL. NOTE-GATE ON AIRPORT ENTRENCE ROAD IS LOCKED
 EH3128'AFTER 10 PM.
 EH3128
 EH3128                          STATION RECOVERY (1998)
 EH3128
 EH3128'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3128'RECOVERED AS DESCRIBED.
 EH3128
 EH3128                          STATION RECOVERY (2004)
 EH3128
 EH3128'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 EH3128'THIS STATION HAS BEEN RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EH3128'CONDITION.
 EH3128' 
 EH3128'NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 EH3128'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3129 ***********************************************************************
 EH3129  SACS        -  This is a Secondary Airport Control Station.
 EH3129  DESIGNATION -  STUTPORT AZ MK
 EH3129  PID         -  EH3129
 EH3129  STATE/COUNTY-  AR/PRAIRIE
 EH3129  USGS QUAD   -  STUTTGART NORTH (1969)
 EH3129
 EH3129                         *CURRENT SURVEY CONTROL
 EH3129  ___________________________________________________________________
 EH3129* NAD 83(1997)-  34 36 04.36437(N)    091 34 32.49863(W)     ADJUSTED  
 EH3129* NAVD 88     -        65.92   (meters)     216.3    (feet)  GPS OBS   
 EH3129  ___________________________________________________________________
 EH3129  X           -    -144,519.267 (meters)                     COMP
 EH3129  Y           -  -5,253,720.653 (meters)                     COMP
 EH3129  Z           -   3,601,561.657 (meters)                     COMP
 EH3129  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 EH3129  ELLIP HEIGHT-          39.23  (meters)          (03/09/05) GPS OBS
 EH3129  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH3129
 EH3129  HORZ ORDER  -  FIRST
 EH3129  ELLP ORDER  -  FOURTH    CLASS I
 EH3129
 EH3129.This mark is at Stuttgart Airport (SGT)
 EH3129
 EH3129.The horizontal coordinates were established by GPS observations
 EH3129.and adjusted by the WOOLPERT CONSULTANTS in March 2005..
 EH3129
 EH3129.The orthometric height was determined by GPS observations and a
 EH3129.high-resolution geoid model.
 EH3129
 EH3129.GPS derived orthometric heights for airport stations designated as
 EH3129.PACS or SACS are published to 2 decimal places.  This maintains
 EH3129.centimeter relative accuracy between the PACS and SACS.  It does
 EH3129.not indicate centimeter accuracy relative to other marks which are
 EH3129.part of the NAVD 88 network.
 EH3129
 EH3129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3129
 EH3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3129
 EH3129.The ellipsoidal height was determined by GPS observations
 EH3129.and is referenced to NAD 83.
 EH3129
 EH3129.The geoid height was determined by GEOID03.
 EH3129
 EH3129;                    North         East     Units Scale Factor Converg.
 EH3129;SPC AR S     -   614,650.213   438,919.709   MT  0.99996728   +0 14 14.9
 EH3129;SPC AR S     - 2,016,564.91  1,440,022.41   sFT  0.99996728   +0 14 14.9
 EH3129;UTM  15      - 3,829,742.409   630,602.496   MT  0.99981024   +0 48 32.1
 EH3129
 EH3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3129!SPC AR S     -   0.99999384  x   0.99996728  =   0.99996112
 EH3129!UTM  15      -   0.99999384  x   0.99981024  =   0.99980408
 EH3129
 EH3129:                Primary Azimuth Mark                     Grid Az
 EH3129:SPC AR S     -  STUTPORT                                 195 36 41.5
 EH3129:UTM  15      -  STUTPORT                                 195 02 24.3
 EH3129
 EH3129|---------------------------------------------------------------------|
 EH3129| PID    Reference Object                     Distance      Geod. Az  |
 EH3129|                                                           dddmmss.s |
 EH3129| EH3128 STUTPORT                            APPROX. 0.6 KM 1955056.4 |
 EH3129|---------------------------------------------------------------------|
 EH3129
 EH3129                          SUPERSEDED SURVEY CONTROL
 EH3129
 EH3129  ELLIP H (09/24/01)   39.25   (m)                       GP(       ) 4 2
 EH3129  NAD 83(1997)-  34 36 04.36453(N)    091 34 32.49900(W) AD(       ) 1
 EH3129  ELLIP H (09/14/99)   39.26   (m)                       GP(       ) 4 1
 EH3129  NAD 83(1986)-  34 36 04.37624(N)    091 34 32.49090(W) AD(       ) 1
 EH3129  NGVD 29 (11/13/90)   65.8    (m)          216.     (f) GPS OBS        
 EH3129
 EH3129.Superseded values are not recommended for survey control.
 EH3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3129.See file dsdata.txt to determine how the superseded data were derived.
 EH3129
 EH3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3060229742(NAD 83)
 EH3129_MARKER: I = METAL ROD
 EH3129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3129_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3129_STAMPING: STUTPORT AZ MK 1990
 EH3129_MARK LOGO: NGS   
 EH3129_PROJECTION: FLUSH
 EH3129_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3129+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 EH3129_ROD/PIPE-DEPTH: 6.82 meters
 EH3129_SLEEVE-DEPTH  : 0.93 meters
 EH3129
 EH3129  HISTORY     - Date     Condition        Report By
 EH3129  HISTORY     - 1990     MONUMENTED       NGS
 EH3129  HISTORY     - 20041115 GOOD             WOOLPT
 EH3129
 EH3129                          STATION DESCRIPTION
 EH3129
 EH3129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EH3129'STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) NORTHEAST OF HUMPHREY, 20.1
 EH3129'KM (12.5 MI) SOUTH OF HAZEN, AND 10.8 KM (6.7 MI) NORTH-NORTHWEST OF
 EH3129'STUTTGART.  AT THE STUTTGART MUNICIPAL AIRPORT. OWNESHIP--CITY OF
 EH3129'STUTTGART, 514 SOUTH MAIN STREET, STUTTGART, AR 72160.  AIRPORT
 EH3129'MANAGER IS CARL HUMPHREY, CITY HALL, STUTTGART, AR72160.  PHONE IS
 EH3129'501-673-2960 OR 501-673-2360.
 EH3129'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 79 AND 165 IN STUTTGART. GO
 EH3129'NORTH ON U.S.HIGHWAY 165 FOR 3.15 KM (1.96 MI) TO WHERE U.S.HIGHWAY
 EH3129'165 TURNS WEST.  CONTINUE NORTH ON STATE HIGHWAY 11 FOR 6.47 KM
 EH3129'(4.02 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND
 EH3129'NORTHWEST ON THE AIRPORT ENTRANCE ROAD FOR 1.81 KM (1.12 MI) TO AN
 EH3129'APRON. CONTINE ACROSS THE APRON 0.15 KM (0.09 MI) TO A CONNECTOR AND
 EH3129'THE NORTHWEST EDGE OF THE APRON. TURN RIGHT AND GO NORTHEASTERLY
 EH3129'ALONG THE EDGE OF THE APRON FOR 0.28 KM (0.17 MI) TO TAXIWAY D ON THE
 EH3129'LEFT. TURN LEFT AND GO NORTHWESTERLY ALONG TAXIWAY D FOR 0.11 KM
 EH3129'(0.07 MI) TO THE STATION ON THE LEFT AT THE JUNCTION OF A ABANDON
 EH3129'RUNWAY AND TAXIWAY D.
 EH3129'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 EH3129'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, SET 22.7 M
 EH3129'(74.5 FT) SOUTHWEST OF THE CENTERLINE OF TAXIWAY D, 16.7 M (54.8 FT)
 EH3129'SOUTHEAST OF THE SOUTHEAST EDGE OF A ABANDON RUNWAY, 10.5 M (34.4 FT)
 EH3129'SOUTH THE CURVED PAVEMENT AT THE JUNCTION OF TAXIWAY D AND RUNWAY, 1.1
 EH3129'M (3.6 FT) NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 EH3129'DESCRIBED BY R.D.BALL.  NOTE-GATE ON AIRPORT ROAD IS LOCKED AFTER 10
 EH3129'PM.
 EH3129
 EH3129                          STATION RECOVERY (2004)
 EH3129
 EH3129'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 EH3129'THIS STATION HAS BEEN RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EH3129'CONDITION.
 EH3129' 
 EH3129'NOTE--THE DESCRIBED ABANDON RUNWAY HAS BEEN REMOVED.
 EH3129' 
 EH3129'NOTE2--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 EH3129'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3061 ***********************************************************************
 EH3061  DESIGNATION -  STUTTGART
 EH3061  PID         -  EH3061
 EH3061  STATE/COUNTY-  AR/PRAIRIE
 EH3061  USGS QUAD   -  STUTTGART NORTH (1969)
 EH3061
 EH3061                         *CURRENT SURVEY CONTROL
 EH3061  ___________________________________________________________________
 EH3061* NAD 83(1997)-  34 35 49.54459(N)    091 34 29.42003(W)     ADJUSTED  
 EH3061* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 EH3061  ___________________________________________________________________
 EH3061  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 EH3061  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EH3061
 EH3061  HORZ ORDER  -  FIRST
 EH3061
 EH3061.This mark is at Stuttgart Airport (SGT)
 EH3061
 EH3061.The horizontal coordinates were established by classical geodetic methods
 EH3061.and adjusted by the National Geodetic Survey in September 1999..
 EH3061
 EH3061.The orthometric height was scaled from a topographic map.
 EH3061
 EH3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3061
 EH3061.The geoid height was determined by GEOID03.
 EH3061
 EH3061;                    North         East     Units Scale Factor Converg.
 EH3061;SPC AR S     -   614,193.889   439,000.046   MT  0.99996658   +0 14 16.7
 EH3061;SPC AR S     - 2,015,067.78  1,440,285.98   sFT  0.99996658   +0 14 16.7
 EH3061;UTM  15      - 3,829,286.980   630,687.366   MT  0.99981051   +0 48 33.6
 EH3061
 EH3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3061!SPC AR S     -   0.99999367  x   0.99996658  =   0.99996025
 EH3061!UTM  15      -   0.99999367  x   0.99981051  =   0.99980418
 EH3061
 EH3061|---------------------------------------------------------------------|
 EH3061| PID    Reference Object                     Distance      Geod. Az  |
 EH3061|                                                           dddmmss.s |
 EH3061| CY6541 STUTTGART RM 1                       27.669 METERS 04559     |
 EH3061| EH3059 STUTTGART MUNICIPAL AIRPORT BEACON  APPROX. 0.8 KM 0974808.4 |
 EH3061| CY6542 STUTTGART RM 2                       30.465 METERS 14306     |
 EH3061| EH3057 STUTTGART PROD RICE MILLS TANK      APPROX.10.5 KM 1653702.0 |
 EH3061| EH2986 STUTTGART RAD STA KKD 269 TWR       APPROX.13.8 KM 1665149.9 |
 EH3061| CY6540 STUTTGART AZ MK                                    3034618.1 |
 EH3061|---------------------------------------------------------------------|
 EH3061
 EH3061                          SUPERSEDED SURVEY CONTROL
 EH3061
 EH3061  NAD 83(1986)-  34 35 49.55071(N)    091 34 29.41489(W) AD(       ) 1
 EH3061  NAD 27      -  34 35 49.20675(N)    091 34 28.94744(W) AD(       ) 1
 EH3061
 EH3061.Superseded values are not recommended for survey control.
 EH3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3061.See file dsdata.txt to determine how the superseded data were derived.
 EH3061
 EH3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3068729287(NAD 83)
 EH3061_MARKER: DS = TRIANGULATION STATION DISK
 EH3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3061
 EH3061  HISTORY     - Date     Condition        Report By
 EH3061  HISTORY     - 1965     MONUMENTED       CGS
 EH3061  HISTORY     - 1967     GOOD             CGS
 EH3061  HISTORY     - 20040420 MARK NOT FOUND   WOOLPT
 EH3061
 EH3061                          STATION DESCRIPTION
 EH3061
 EH3061'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3061'STATION IS AT THE STUTTGART MUNICIPAL AIRPORT, ABOUT 7 MILES
 EH3061'NORTH OF STUTTGART, 0.5 MILE WEST OF THE AIRPORT BEACON
 EH3061'AND ON AIRPORT PROPERTY.
 EH3061'
 EH3061'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH3061'HIGHWAY 11 AND 130 AT THE NORTHWEST EDGE OF STUTTGART, GO
 EH3061'NORTH ON STATE HIGHWAY 11 AND 130 FOR 1.95 MILES TO WHERE
 EH3061'HIGHWAY 130 TURNS LEFT (WEST).  CONTINUE NORTH ON HIGHWAY
 EH3061'11 FOR 4.0 MILES TO A PAVED SIDE ROAD LEFT (ENTRANCE TO
 EH3061'THE AIRPORT).  TURN LEFT AND GO WEST ON THE AIRPORT ROAD
 EH3061'FOR 0.6 MILE TO THE AIRPORT BEACON ON THE RIGHT.  CONTINUE
 EH3061'WEST-NORTHWEST ON THE PAVED ROAD FOR 0.5 MILE TO A CROSSROAD
 EH3061'JUST BEFORE REACHING AN AIRPORT RUNWAY.  TURN LEFT AND GO
 EH3061'SOUTH ON A PAVED ROAD FOR 0.05 MILE TO THE STATION ON THE
 EH3061'RIGHT.
 EH3061'
 EH3061'STATION MARKS ARE STANDARD DISKS STAMPED STUTTGART 1965.
 EH3061'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH
 EH3061'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 99 FEET
 EH3061'WEST OF THE CENTERLINE OF A PAVED ROAD, 91.4 FEET SOUTHWEST
 EH3061'OF A POWER POLE, 101 FEET NORTHWEST OF A POWER POLE, 111
 EH3061'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN AIRPLANE HANGAR
 EH3061'AND 122.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EH3061'ADMINISTRATION BUILDING.  THE UNDERGROUND DISK IS SET IN
 EH3061'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 EH3061'OF THE GROUND.
 EH3061'
 EH3061'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED STUTTGART
 EH3061'NO 1 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH3061'1 INCH.  IT IS 1.5 FEET SOUTH OF A POWER POLE AND 35 FEET
 EH3061'WEST OF THE CENTERLINE OF THE PAVED ROAD.
 EH3061'
 EH3061'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED STUTTGART
 EH3061'NO 2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH3061'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1.5 FEET NORTH
 EH3061'OF A POWER POLE AND 37 FEET WEST OF THE CENTERLINE OF THE
 EH3061'PAVED ROAD.
 EH3061'
 EH3061'AZIMUTH MARK, A STANDARD DISK STAMPED STUTTGART 1965, IS SET
 EH3061'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT 4
 EH3061'FEET EAST OF THE EAST EDGE OF A CONCRETE RUNWAY, 17 FEET
 EH3061'SOUTHEAST OF A RUNWAY LIGHT AND 78 FEET SOUTH OF THE CENTER
 EH3061'OF A TAXI STRIP.
 EH3061'
 EH3061'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS A
 EH3061'RUNWAY FOR 0.15 MILE TO THE WEST SIDE OF THE RUNWAY.  TURN
 EH3061'LEFT AND GO NORTH ALONG THE WEST SIDE OF THE RUNWAY FOR
 EH3061'0.1 MILE TO A TAXI STRIP.  TURN LEFT AND GO WEST ON THE
 EH3061'TAXI STRIP FOR 0.1 MILE TO A CONCRETE RUNWAY AND THE AZIMUTH
 EH3061'MARK ON THE LEFT.
 EH3061'
 EH3061'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH3061'
 EH3061'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH3061
 EH3061                          STATION RECOVERY (1967)
 EH3061
 EH3061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3061'STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED.
 EH3061
 EH3061                          STATION RECOVERY (2004)
 EH3061
 EH3061'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 EH3061'STATION WAS SEARCHED FOR BUT NOT FOUND, DESCRIBED LOCATION POSITION
 EH3061'THE STATION NEAR THE MIDDLE OF THE SITE OF THE NEWLY INSTALLED AIRPORT
 EH3061'UNDERGROUND SEPTIC TANK, MONUMENT IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3058 ***********************************************************************
 EH3058  DESIGNATION -  STUTTGART ARK RICE GROWERS TK
 EH3058  PID         -  EH3058
 EH3058  STATE/COUNTY-  AR/PRAIRIE
 EH3058  USGS QUAD   -  STUTTGART NORTH (1969)
 EH3058
 EH3058                         *CURRENT SURVEY CONTROL
 EH3058  ___________________________________________________________________
 EH3058* NAD 83(1997)-  34 30 15.93519(N)    091 32 59.93152(W)     ADJUSTED  
 EH3058* NAVD 88     -                                                        
 EH3058  ___________________________________________________________________
 EH3058  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 EH3058  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH3058
 EH3058  HORZ ORDER  -  THIRD
 EH3058
 EH3058.The horizontal coordinates were established by classical geodetic methods
 EH3058.and adjusted by the National Geodetic Survey in September 1999..
 EH3058
 EH3058
 EH3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3058
 EH3058.The geoid height was determined by GEOID03.
 EH3058
 EH3058;                    North         East     Units Scale Factor Converg.
 EH3058;SPC AR S     -   603,924.133   441,325.438   MT  0.99995202   +0 15 06.7
 EH3058;SPC AR S     - 1,981,374.43  1,447,915.21   sFT  0.99995202   +0 15 06.7
 EH3058;UTM  15      - 3,819,042.370   633,114.549   MT  0.99981841   +0 49 17.4
 EH3058
 EH3058                          SUPERSEDED SURVEY CONTROL
 EH3058
 EH3058  NAD 83(1986)-  34 30 15.94184(N)    091 32 59.92619(W) AD(       ) 4
 EH3058  NAD 27      -  34 30 15.59121(N)    091 32 59.46673(W) AD(       ) 3
 EH3058
 EH3058.Superseded values are not recommended for survey control.
 EH3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3058.See file dsdata.txt to determine how the superseded data were derived.
 EH3058
 EH3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3311519042(NAD 83)
 EH3058_MARKER: 51 = TANK
 EH3058
 EH3058  HISTORY     - Date     Condition        Report By
 EH3058  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3058
 EH3058                          STATION DESCRIPTION
 EH3058
 EH3058'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2989 ***********************************************************************
 EH2989  DESIGNATION -  STUTTGART COMET RICE MILL S TK
 EH2989  PID         -  EH2989
 EH2989  STATE/COUNTY-  AR/ARKANSAS
 EH2989  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2989
 EH2989                         *CURRENT SURVEY CONTROL
 EH2989  ___________________________________________________________________
 EH2989* NAD 83(1997)-  34 29 08.24200(N)    091 32 49.44790(W)     ADJUSTED  
 EH2989* NAVD 88     -                                                        
 EH2989  ___________________________________________________________________
 EH2989  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 EH2989  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH2989
 EH2989  HORZ ORDER  -  THIRD
 EH2989
 EH2989.The horizontal coordinates were established by classical geodetic methods
 EH2989.and adjusted by the National Geodetic Survey in September 1999..
 EH2989
 EH2989
 EH2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2989
 EH2989.The geoid height was determined by GEOID03.
 EH2989
 EH2989;                    North         East     Units Scale Factor Converg.
 EH2989;SPC AR S     -   601,839.519   441,602.086   MT  0.99994939   +0 15 12.6
 EH2989;SPC AR S     - 1,974,535.16  1,448,822.84   sFT  0.99994939   +0 15 12.6
 EH2989;UTM  15      - 3,816,960.883   633,411.863   MT  0.99981939   +0 49 22.0
 EH2989
 EH2989                          SUPERSEDED SURVEY CONTROL
 EH2989
 EH2989  NAD 83(1986)-  34 29 08.24871(N)    091 32 49.44258(W) AD(       ) 4
 EH2989  NAD 27      -  34 29 07.89340(N)    091 32 48.98245(W) AD(       ) 3
 EH2989
 EH2989.Superseded values are not recommended for survey control.
 EH2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2989.See file dsdata.txt to determine how the superseded data were derived.
 EH2989
 EH2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3341216961(NAD 83)
 EH2989_MARKER: 53 = ELEVATED TANK
 EH2989
 EH2989  HISTORY     - Date     Condition        Report By
 EH2989  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2989
 EH2989                          STATION DESCRIPTION
 EH2989
 EH2989'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2989'THE STATION IS THE CENTER OF THE BALL ATOP THE SOUTH 1 OF 2
 EH2989'TANKS, LOCATED IN A PARKING LOT ALONG THE EAST SIDE OF THE
 EH2989'MILL, AT NINETEENTH AND ELIZABETH STREET. IT IS A 4 LEGGED STEEL
 EH2989'TANK PAINTED SILVER, WITH THE LEGEND COMET RICE MILLS WRITTEN
 EH2989'IN LARGE BLACK LETTERS ON THE EAST AND WEST SIDE OF THE TANK.
 EH2989'THE OVERALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2333 ***********************************************************************
 EH2333  DESIGNATION -  STUTTGART MAGNETIC
 EH2333  PID         -  EH2333
 EH2333  STATE/COUNTY-  AR/ARKANSAS
 EH2333  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2333
 EH2333                         *CURRENT SURVEY CONTROL
 EH2333  ___________________________________________________________________
 EH2333* NAD 83(1986)-  34 29 19.     (N)    091 33 09.     (W)     SCALED    
 EH2333* NAVD 88     -        65.498  (meters)     214.89   (feet)  ADJUSTED  
 EH2333  ___________________________________________________________________
 EH2333  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH2333  DYNAMIC HT  -          65.435 (meters)     214.68  (feet)  COMP
 EH2333  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 EH2333
 EH2333  VERT ORDER  -  FIRST     CLASS II
 EH2333
 EH2333.The horizontal coordinates were scaled from a topographic map and have
 EH2333.an estimated accuracy of +/- 6 seconds.
 EH2333
 EH2333.The orthometric height was determined by differential leveling
 EH2333.and adjusted by the National Geodetic Survey in August 1993..
 EH2333
 EH2333.The geoid height was determined by GEOID03.
 EH2333
 EH2333.The dynamic height is computed by dividing the NAVD 88
 EH2333.geopotential number by the normal gravity value computed on the
 EH2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2333.degrees latitude (g = 980.6199 gals.).
 EH2333
 EH2333.The modeled gravity was interpolated from observed gravity values.
 EH2333
 EH2333;                    North         East    Units  Estimated Accuracy
 EH2333;SPC AR S     -   602,170.      441,100.      MT  (+/- 180 meters Scaled)
 EH2333
 EH2333                          SUPERSEDED SURVEY CONTROL
 EH2333
 EH2333  NGVD 29 (??/??/??)   65.532  (m)          215.00   (f) ADJUSTED    1 2
 EH2333
 EH2333.Superseded values are not recommended for survey control.
 EH2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2333.See file dsdata.txt to determine how the superseded data were derived.
 EH2333
 EH2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU329172(NAD 83)
 EH2333_MARKER: DM = MAGNETIC STATION DISK
 EH2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2333+STABILITY: SURFACE MOTION
 EH2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2333+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 EH2333
 EH2333  HISTORY     - Date     Condition        Report By
 EH2333  HISTORY     - UNK      MONUMENTED       CGS
 EH2333  HISTORY     - 1954     GOOD             CGS
 EH2333  HISTORY     - 20020405 GOOD             USACE
 EH2333
 EH2333                          STATION DESCRIPTION
 EH2333
 EH2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2333'IN STUTTGART.
 EH2333'AT STUTTGART, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MAIN
 EH2333'STREET AND 15TH STREET, 56 FEET SOUTH OF THE CENTER LINE OF 15TH
 EH2333'STREET, 41 FEET EAST OF THE CENTER LINE OF MAIN STREET, 34 FEET
 EH2333'NORTHWEST OF THE NORTHWEST NORNER OF ERSTINES GROCERY STORE, 45 FEET
 EH2333'WEST OF THE SOUTHWEST CORNER OF A BARBER SHOP, AT THE WEST EDGE OF A
 EH2333'CONCRETE DRIVEWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EH2333'0.2 FOOT ABOVE THE GROUND.
 EH2333
 EH2333                          STATION RECOVERY (2002)
 EH2333
 EH2333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2991 ***********************************************************************
 EH2991  DESIGNATION -  STUTTGART MUNICIPAL TANK
 EH2991  PID         -  EH2991
 EH2991  STATE/COUNTY-  AR/ARKANSAS
 EH2991  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2991
 EH2991                         *CURRENT SURVEY CONTROL
 EH2991  ___________________________________________________________________
 EH2991* NAD 83(1997)-  34 29 19.10772(N)    091 33 13.41910(W)     ADJUSTED  
 EH2991* NAVD 88     -                                                        
 EH2991  ___________________________________________________________________
 EH2991  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EH2991  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH2991
 EH2991  HORZ ORDER  -  THIRD
 EH2991
 EH2991.The horizontal coordinates were established by classical geodetic methods
 EH2991.and adjusted by the National Geodetic Survey in September 1999..
 EH2991
 EH2991
 EH2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2991
 EH2991.The geoid height was determined by GEOID03.
 EH2991
 EH2991;                    North         East     Units Scale Factor Converg.
 EH2991;SPC AR S     -   602,171.632   440,989.026   MT  0.99994981   +0 14 59.2
 EH2991;SPC AR S     - 1,975,624.76  1,446,811.50   sFT  0.99994981   +0 14 59.2
 EH2991;UTM  15      - 3,817,286.846   632,795.614   MT  0.99981736   +0 49 08.6
 EH2991
 EH2991                          SUPERSEDED SURVEY CONTROL
 EH2991
 EH2991  NAD 83(1986)-  34 29 19.11441(N)    091 33 13.41378(W) AD(       ) 4
 EH2991  NAD 27      -  34 29 18.76030(N)    091 33 12.95334(W) AD(       ) 3
 EH2991
 EH2991.Superseded values are not recommended for survey control.
 EH2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2991.See file dsdata.txt to determine how the superseded data were derived.
 EH2991
 EH2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3279617287(NAD 83)
 EH2991_MARKER: 53 = ELEVATED TANK
 EH2991
 EH2991  HISTORY     - Date     Condition        Report By
 EH2991  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2991
 EH2991                          STATION DESCRIPTION
 EH2991
 EH2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2991'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED AT THE
 EH2991'NORTHEAST ANGLE OF THE INTERSECTION OF WEST SIXTEENTH AND
 EH2991'SOUTH MAPLE STREETS IN STUTTGART. IT IS A 6 LEGGED STEEL TANK
 EH2991'PAINTED SILVER, WITH THE LEGEND STUTTGART WRITTEN IN LARGE BLACK
 EH2991'LETTERS ON THE NORTH AND SOUTH SIDE OF THE TANK. THE OVERALL
 EH2991'HEIGHT IS 150 FEET. IT IS OWNED AND OPERATED BY THE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3059 ***********************************************************************
 EH3059  DESIGNATION -  STUTTGART MUNICIPAL AIRPORT BEACON
 EH3059  PID         -  EH3059
 EH3059  STATE/COUNTY-  AR/PRAIRIE
 EH3059  USGS QUAD   -  STUTTGART NORTH (1969)
 EH3059
 EH3059                         *CURRENT SURVEY CONTROL
 EH3059  ___________________________________________________________________
 EH3059* NAD 83(1997)-  34 35 45.98984(N)    091 33 58.05809(W)     ADJUSTED  
 EH3059* NAVD 88     -                                                        
 EH3059  ___________________________________________________________________
 EH3059  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 EH3059  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH3059
 EH3059  HORZ ORDER  -  THIRD
 EH3059
 EH3059.The horizontal coordinates were established by classical geodetic methods
 EH3059.and adjusted by the National Geodetic Survey in September 1999..
 EH3059
 EH3059
 EH3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3059
 EH3059.The geoid height was determined by GEOID03.
 EH3059
 EH3059;                    North         East     Units Scale Factor Converg.
 EH3059;SPC AR S     -   614,087.707   439,799.625   MT  0.99996641   +0 14 34.2
 EH3059;SPC AR S     - 2,014,719.42  1,442,909.27   sFT  0.99996641   +0 14 34.2
 EH3059;UTM  15      - 3,829,188.793   631,487.841   MT  0.99981310   +0 48 51.3
 EH3059
 EH3059                          SUPERSEDED SURVEY CONTROL
 EH3059
 EH3059  NAD 83(1986)-  34 35 45.99600(N)    091 33 58.05295(W) AD(       ) 4
 EH3059  NAD 27      -  34 35 45.65160(N)    091 33 57.58547(W) AD(       ) 3
 EH3059
 EH3059.Superseded values are not recommended for survey control.
 EH3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3059.See file dsdata.txt to determine how the superseded data were derived.
 EH3059
 EH3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3148829189(NAD 83)
 EH3059_MARKER: 21 = AIRPORT BEACON
 EH3059
 EH3059  HISTORY     - Date     Condition        Report By
 EH3059  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3059
 EH3059                          STATION DESCRIPTION
 EH3059
 EH3059'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3059'STATION IS THE CENTER OF THE TOP OF THE REVOLVING BEACON.
 EH3059'IT IS A ROTATING GREEN AND WHITE LIGHT AT THE TOP OF A 4
 EH3059'LEGGED STEEL, UNPAINTED STRUCTURE WITH AN OVERALL HEIGHT
 EH3059'OF ABOUT 40 FEET.
 EH3059'
 EH3059'LOCATED ON AND ABOUT 0.6 MILE EAST OF THE STUTTGART MUNICIPAL
 EH3059'AIRPORT ADMINSTRATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3057 ***********************************************************************
 EH3057  DESIGNATION -  STUTTGART PROD RICE MILLS TANK
 EH3057  PID         -  EH3057
 EH3057  STATE/COUNTY-  AR/ARKANSAS
 EH3057  USGS QUAD   -  STUTTGART NORTH (1969)
 EH3057
 EH3057                         *CURRENT SURVEY CONTROL
 EH3057  ___________________________________________________________________
 EH3057* NAD 83(1997)-  34 30 19.54280(N)    091 32 47.20053(W)     ADJUSTED  
 EH3057* NAVD 88     -                                                        
 EH3057  ___________________________________________________________________
 EH3057  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EH3057  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH3057
 EH3057  HORZ ORDER  -  THIRD
 EH3057
 EH3057.The horizontal coordinates were established by classical geodetic methods
 EH3057.and adjusted by the National Geodetic Survey in September 1999..
 EH3057
 EH3057
 EH3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3057
 EH3057.The geoid height was determined by GEOID03.
 EH3057
 EH3057;                    North         East     Units Scale Factor Converg.
 EH3057;SPC AR S     -   604,036.726   441,649.691   MT  0.99995217   +0 15 13.9
 EH3057;SPC AR S     - 1,981,743.83  1,448,979.03   sFT  0.99995217   +0 15 13.9
 EH3057;UTM  15      - 3,819,158.165   633,437.624   MT  0.99981947   +0 49 24.7
 EH3057
 EH3057                          SUPERSEDED SURVEY CONTROL
 EH3057
 EH3057  NAD 83(1986)-  34 30 19.54955(N)    091 32 47.19524(W) AD(       ) 4
 EH3057  NAD 27      -  34 30 19.19803(N)    091 32 46.73518(W) AD(       ) 3
 EH3057
 EH3057.Superseded values are not recommended for survey control.
 EH3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3057.See file dsdata.txt to determine how the superseded data were derived.
 EH3057
 EH3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3343819158(NAD 83)
 EH3057_MARKER: 53 = ELEVATED TANK
 EH3057
 EH3057  HISTORY     - Date     Condition        Report By
 EH3057  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3057
 EH3057                          STATION DESCRIPTION
 EH3057
 EH3057'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3057'THE STATION IS THE CENTER OF THE BALL ATOP THE TANK, LOCATED
 EH3057'ALONG THE WEST SIDE OF NORTH ANNA STREET IN THE NORTHEAST
 EH3057'PART OF STUTTGART, AT THE SOUTHWEST ANGLE OF THE INTERSECTION
 EH3057'OF NORTH ANNA AND EAST LINCOLN STREETS.  IT IS A 4 LEGGED
 EH3057'STEEL TANK PAINTED SILVER.  THE OVERALL HEIGHT IS 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3060 ***********************************************************************
 EH3060  DESIGNATION -  STUTTGART RAD KAA 0240 MAST
 EH3060  PID         -  EH3060
 EH3060  STATE/COUNTY-  AR/ARKANSAS
 EH3060  USGS QUAD   -  STUTTGART NORTH (1969)
 EH3060
 EH3060                         *CURRENT SURVEY CONTROL
 EH3060  ___________________________________________________________________
 EH3060* NAD 83(1997)-  34 30 10.20714(N)    091 32 55.31377(W)     ADJUSTED  
 EH3060* NAVD 88     -                                                        
 EH3060  ___________________________________________________________________
 EH3060  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 EH3060  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH3060
 EH3060  HORZ ORDER  -  THIRD
 EH3060
 EH3060.The horizontal coordinates were established by classical geodetic methods
 EH3060.and adjusted by the National Geodetic Survey in September 1999..
 EH3060
 EH3060
 EH3060.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3060
 EH3060.The geoid height was determined by GEOID03.
 EH3060
 EH3060;                    North         East     Units Scale Factor Converg.
 EH3060;SPC AR S     -   603,748.156   441,444.007   MT  0.99995180   +0 15 09.3
 EH3060;SPC AR S     - 1,980,797.08  1,448,304.21   sFT  0.99995180   +0 15 09.3
 EH3060;UTM  15      - 3,818,867.603   633,234.846   MT  0.99981880   +0 49 19.9
 EH3060
 EH3060                          SUPERSEDED SURVEY CONTROL
 EH3060
 EH3060  NAD 83(1986)-  34 30 10.21362(N)    091 32 55.30873(W) AD(       ) 4
 EH3060  NAD 27      -  34 30 09.86055(N)    091 32 54.84842(W) AD(       ) 3
 EH3060
 EH3060.Superseded values are not recommended for survey control.
 EH3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3060.See file dsdata.txt to determine how the superseded data were derived.
 EH3060
 EH3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3323518868(NAD 83)
 EH3060_MARKER: 42 = RADIO/TV MAST
 EH3060
 EH3060  HISTORY     - Date     Condition        Report By
 EH3060  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3060
 EH3060                          STATION DESCRIPTION
 EH3060
 EH3060'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3060'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 EH3060'ON THE ROOF OF THE ELEVATOR OF THE ARKANSAS RICE GROWERS
 EH3060'CO-OPERATIVE ASSOCIATION MILL.  IT IS LOCATED ALONG THE WEST
 EH3060'SIDE OF NORTH ANNA STREET AND THE SOUTH SIDE OF EAST CLEVELAND
 EH3060'STREET.  IT IS A GUYED MAST PAINTED ALUMINUM.  THE OVERALL
 EH3060'HEIGHT ABOVE THE GROUND IS 245 FEET.  IT IS OWNED AND OPERATED
 EH3060'BY THE ARKANSAS RICE GROWERS CO-OPERATIVE ASSOCIATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2986 ***********************************************************************
 EH2986  DESIGNATION -  STUTTGART RAD STA KKD 269 TWR
 EH2986  PID         -  EH2986
 EH2986  STATE/COUNTY-  AR/ARKANSAS
 EH2986  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2986
 EH2986                         *CURRENT SURVEY CONTROL
 EH2986  ___________________________________________________________________
 EH2986* NAD 83(1997)-  34 28 34.12118(N)    091 32 26.71987(W)     ADJUSTED  
 EH2986* NAVD 88     -                                                        
 EH2986  ___________________________________________________________________
 EH2986  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EH2986  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2986
 EH2986  HORZ ORDER  -  THIRD
 EH2986
 EH2986.The horizontal coordinates were established by classical geodetic methods
 EH2986.and adjusted by the National Geodetic Survey in September 1999..
 EH2986
 EH2986
 EH2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2986
 EH2986.The geoid height was determined by GEOID03.
 EH2986
 EH2986;                    North         East     Units Scale Factor Converg.
 EH2986;SPC AR S     -   600,790.762   442,186.684   MT  0.99994810   +0 15 25.3
 EH2986;SPC AR S     - 1,971,094.36  1,450,740.81   sFT  0.99994810   +0 15 25.3
 EH2986;UTM  15      - 3,815,918.119   634,006.774   MT  0.99982135   +0 49 34.1
 EH2986
 EH2986                          SUPERSEDED SURVEY CONTROL
 EH2986
 EH2986  NAD 83(1986)-  34 28 34.12792(N)    091 32 26.71452(W) AD(       ) 4
 EH2986  NAD 27      -  34 28 33.77187(N)    091 32 26.25368(W) AD(       ) 3
 EH2986
 EH2986.Superseded values are not recommended for survey control.
 EH2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2986.See file dsdata.txt to determine how the superseded data were derived.
 EH2986
 EH2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3400715918(NAD 83)
 EH2986_MARKER: 43 = RADIO/TV TOWER
 EH2986
 EH2986  HISTORY     - Date     Condition        Report By
 EH2986  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2986
 EH2986                          STATION DESCRIPTION
 EH2986
 EH2986'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2986'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED IN THE
 EH2986'SOUTHEAST EDGE OF STUTTGART. IT IS A 4 LEGGED SELF SUPPORTING
 EH2986'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS WITH INTERNATIONAL
 EH2986'ORANGE AND WHITE.  IT IS OWNED AND OPERATED BY THE ARKANSAS POWER
 EH2986'AND LIGHT COMPANY.  THE OVERALL HEIGHT IS 220 FEET.
 EH2986'
 EH2986'TO REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 11
 EH2986'AND 130 AT THE SOUTHEAST EDGE OF STUTTRART, GO SOUTH ON STATE
 EH2986'HIGHWAY 11 FOR 0.15 MILE TO THE STATION ON THE LEFT AT THE
 EH2986'NORTHWEST CORNER OF THE ARKANSAS POWER AND LIGHT COMPANY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2990 ***********************************************************************
 EH2990  DESIGNATION -  STUTTGART RAD STA KKA 652 TWR
 EH2990  PID         -  EH2990
 EH2990  STATE/COUNTY-  AR/ARKANSAS
 EH2990  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2990
 EH2990                         *CURRENT SURVEY CONTROL
 EH2990  ___________________________________________________________________
 EH2990* NAD 83(1997)-  34 29 06.55387(N)    091 33 12.85622(W)     ADJUSTED  
 EH2990* NAVD 88     -                                                        
 EH2990  ___________________________________________________________________
 EH2990  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EH2990  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH2990
 EH2990  HORZ ORDER  -  THIRD
 EH2990
 EH2990.The horizontal coordinates were established by classical geodetic methods
 EH2990.and adjusted by the National Geodetic Survey in September 1999..
 EH2990
 EH2990
 EH2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2990
 EH2990.The geoid height was determined by GEOID03.
 EH2990
 EH2990;                    North         East     Units Scale Factor Converg.
 EH2990;SPC AR S     -   601,784.881   441,005.074   MT  0.99994933   +0 14 59.5
 EH2990;SPC AR S     - 1,974,355.90  1,446,864.15   sFT  0.99994933   +0 14 59.5
 EH2990;UTM  15      - 3,816,900.324   632,815.501   MT  0.99981743   +0 49 08.7
 EH2990
 EH2990                          SUPERSEDED SURVEY CONTROL
 EH2990
 EH2990  NAD 83(1986)-  34 29 06.56059(N)    091 33 12.85088(W) AD(       ) 4
 EH2990  NAD 27      -  34 29 06.20592(N)    091 33 12.39062(W) AD(       ) 3
 EH2990
 EH2990.Superseded values are not recommended for survey control.
 EH2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2990.See file dsdata.txt to determine how the superseded data were derived.
 EH2990
 EH2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3281616900(NAD 83)
 EH2990_MARKER: 43 = RADIO/TV TOWER
 EH2990
 EH2990  HISTORY     - Date     Condition        Report By
 EH2990  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2990
 EH2990                          STATION DESCRIPTION
 EH2990
 EH2990'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2990'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED ALONG
 EH2990'THE NORTH SIDE OF THE RICELAND ELECTRIC COOPERATIVE COMPANY
 EH2990'BUILDING, AT THE NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH
 EH2990'MAIN AND NINETEENTH STREETS. IT IS A 4 LEGGED SELF SUPPORTING
 EH2990'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS WITH INTERNATIONAL
 EH2990'ORANGE AND WHITE. IT IS OWNED AND OPERATED BY THE RICELAND
 EH2990'ELECTRIC COOPERATIVE COMPANY. THE OVERALL HEIGHT IS 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2992 ***********************************************************************
 EH2992  DESIGNATION -  STUTTGART RAD STA KWAB MAST
 EH2992  PID         -  EH2992
 EH2992  STATE/COUNTY-  AR/ARKANSAS
 EH2992  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2992
 EH2992                         *CURRENT SURVEY CONTROL
 EH2992  ___________________________________________________________________
 EH2992* NAD 83(1997)-  34 29 08.11955(N)    091 33 35.50012(W)     ADJUSTED  
 EH2992* NAVD 88     -                                                        
 EH2992  ___________________________________________________________________
 EH2992  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EH2992  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2992
 EH2992  HORZ ORDER  -  THIRD
 EH2992
 EH2992.The horizontal coordinates were established by classical geodetic methods
 EH2992.and adjusted by the National Geodetic Survey in September 1999..
 EH2992
 EH2992
 EH2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2992
 EH2992.The geoid height was determined by GEOID03.
 EH2992
 EH2992;                    North         East     Units Scale Factor Converg.
 EH2992;SPC AR S     -   601,830.621   440,427.128   MT  0.99994939   +0 14 46.8
 EH2992;SPC AR S     - 1,974,505.96  1,444,968.00   sFT  0.99994939   +0 14 46.8
 EH2992;UTM  15      - 3,816,940.315   632,237.206   MT  0.99981554   +0 48 55.9
 EH2992
 EH2992                          SUPERSEDED SURVEY CONTROL
 EH2992
 EH2992  NAD 83(1986)-  34 29 08.12629(N)    091 33 35.49476(W) AD(       ) 4
 EH2992  NAD 27      -  34 29 07.77240(N)    091 33 35.03407(W) AD(       ) 3
 EH2992
 EH2992.Superseded values are not recommended for survey control.
 EH2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2992.See file dsdata.txt to determine how the superseded data were derived.
 EH2992
 EH2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3223716940(NAD 83)
 EH2992_MARKER: 42 = RADIO/TV MAST
 EH2992
 EH2992  HISTORY     - Date     Condition        Report By
 EH2992  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2992
 EH2992                          STATION DESCRIPTION
 EH2992
 EH2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2992'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED IN A
 EH2992'VACANT LOT IN FRONT OF THE JUNIOR HIGH SCHOOL, AT THE NORTH-EAST
 EH2992'ANGLE OF THE INTERSECTION OF WEST NINETEENTH AND SOUTH CROCKETTS
 EH2992'STREETS, ALONG THE EAST SIDE OF A SMALL CONCRETE BLOCK BUILDING.
 EH2992'IT IS A GUYED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS WITH
 EH2992'INTERNATIONAL ORANGE AND WHITE, AND HAS A RED LIGHT AT THE TOP.
 EH2992'THE OVERALL HEIGHT IS 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2988 ***********************************************************************
 EH2988  DESIGNATION -  STUTTGART SW ST MICROWAVE TWR
 EH2988  PID         -  EH2988
 EH2988  STATE/COUNTY-  AR/ARKANSAS
 EH2988  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH2988
 EH2988                         *CURRENT SURVEY CONTROL
 EH2988  ___________________________________________________________________
 EH2988* NAD 83(1997)-  34 29 16.05781(N)    091 32 30.69050(W)     ADJUSTED  
 EH2988* NAVD 88     -                                                        
 EH2988  ___________________________________________________________________
 EH2988  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EH2988  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH2988
 EH2988  HORZ ORDER  -  THIRD
 EH2988
 EH2988.The horizontal coordinates were established by classical geodetic methods
 EH2988.and adjusted by the National Geodetic Survey in September 1999..
 EH2988
 EH2988
 EH2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2988
 EH2988.The geoid height was determined by GEOID03.
 EH2988
 EH2988;                    North         East     Units Scale Factor Converg.
 EH2988;SPC AR S     -   602,082.473   442,079.583   MT  0.99994969   +0 15 23.1
 EH2988;SPC AR S     - 1,975,332.25  1,450,389.43   sFT  0.99994969   +0 15 23.1
 EH2988;UTM  15      - 3,817,208.537   633,886.861   MT  0.99982095   +0 49 32.8
 EH2988
 EH2988                          SUPERSEDED SURVEY CONTROL
 EH2988
 EH2988  NAD 83(1986)-  34 29 16.06454(N)    091 32 30.68519(W) AD(       ) 4
 EH2988  NAD 27      -  34 29 15.70864(N)    091 32 30.22490(W) AD(       ) 3
 EH2988
 EH2988.Superseded values are not recommended for survey control.
 EH2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2988.See file dsdata.txt to determine how the superseded data were derived.
 EH2988
 EH2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3388717209(NAD 83)
 EH2988_MARKER: 45 = MICROWAVE TOWER
 EH2988
 EH2988  HISTORY     - Date     Condition        Report By
 EH2988  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2988
 EH2988                          STATION DESCRIPTION
 EH2988
 EH2988'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2988'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED ALONG
 EH2988'THE SOUTH SIDE OF SIXTEENTH STREET, AT THE NORTHWEST CORNER
 EH2988'OF THE GROUNDS OF THE GENERAL TELEPHONE SYSTEM. IT IS A 3 LEGGED
 EH2988'SELF SUPPORTING STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 EH2988'WITH INTERNATIONAL ORANGE AND WHITE, AND HAS A RED LIGHT AT
 EH2988'THE TOP OF THE SOUTHEAST LEG. THE OVERALL HEIGHT IS 200 FEET.
 EH2988'
 EH2988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 EH2988'STATE HIGHWAY 11 AT THE NORTHEAST EDGE OF STUTTGART, GO SOUTH
 EH2988'ON STATE HIGHWAY 11 FOR 1.7 MILES TO A CROSSROAD. TURN RIGHT AND
 EH2988'GO WEST ON SIXTEENTH STREET FOR 0.05 MILE TO THE STATION ON
 EH2988'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1515 ***********************************************************************
 DL1515  DESIGNATION -  SUB BASE H 48500
 DL1515  PID         -  DL1515
 DL1515  STATE/COUNTY-  AR/LAFAYETTE
 DL1515  USGS QUAD   -  BRADLEY NE (1978)
 DL1515
 DL1515                         *CURRENT SURVEY CONTROL
 DL1515  ___________________________________________________________________
 DL1515* NAD 83(1997)-  33 13 38.80962(N)    093 37 19.62620(W)     ADJUSTED  
 DL1515* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 DL1515  ___________________________________________________________________
 DL1515  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DL1515  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL1515
 DL1515  HORZ ORDER  -  SECOND
 DL1515
 DL1515.The horizontal coordinates were established by classical geodetic methods
 DL1515.and adjusted by the National Geodetic Survey in September 1999..
 DL1515
 DL1515.The orthometric height was scaled from a topographic map.
 DL1515
 DL1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1515
 DL1515.The geoid height was determined by GEOID03.
 DL1515
 DL1515;                    North         East     Units Scale Factor Converg.
 DL1515;SPC AR S     -   463,396.736   248,801.746   MT  1.00001688   -0 54 28.4
 DL1515;SPC AR S     - 1,520,327.46    816,277.06   sFT  1.00001688   -0 54 28.4
 DL1515;UTM  15      - 3,676,674.662   442,033.404   MT  0.99964143   -0 20 27.3
 DL1515
 DL1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1515!SPC AR S     -   0.99999177  x   1.00001688  =   1.00000865
 DL1515!UTM  15      -   0.99999177  x   0.99964143  =   0.99963321
 DL1515
 DL1515                          SUPERSEDED SURVEY CONTROL
 DL1515
 DL1515  NAD 83(1997)-  33 13 38.81701(N)    093 37 19.61694(W) AD(       ) 2
 DL1515  NAD 83(1986)-  33 13 38.82016(N)    093 37 19.61459(W) AD(       ) 2
 DL1515  NAD 27      -  33 13 38.35700(N)    093 37 18.97900(W) AD(       ) 2
 DL1515
 DL1515.Superseded values are not recommended for survey control.
 DL1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1515.See file dsdata.txt to determine how the superseded data were derived.
 DL1515
 DL1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4203376675(NAD 83)
 DL1515_MARKER: DD = SURVEY DISK
 DL1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1515+STABILITY: SURFACE MOTION
 DL1515
 DL1515  HISTORY     - Date     Condition        Report By
 DL1515  HISTORY     - 1951     MONUMENTED       CGS
 DL1515
 DL1515                          STATION DESCRIPTION
 DL1515
 DL1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DL1515'SEE STATION CANFIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1879 ***********************************************************************
 FG1879  DESIGNATION -  SUBIACO SUBIACO COLLEGE TANK
 FG1879  PID         -  FG1879
 FG1879  STATE/COUNTY-  AR/LOGAN
 FG1879  USGS QUAD   -  PARIS (1993)
 FG1879
 FG1879                         *CURRENT SURVEY CONTROL
 FG1879  ___________________________________________________________________
 FG1879* NAD 83(1997)-  35 17 54.51414(N)    093 37 55.61306(W)     ADJUSTED  
 FG1879* NAVD 88     -                                                        
 FG1879  ___________________________________________________________________
 FG1879  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 FG1879  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FG1879
 FG1879  HORZ ORDER  -  THIRD
 FG1879
 FG1879.The horizontal coordinates were established by classical geodetic methods
 FG1879.and adjusted by the National Geodetic Survey in September 1999..
 FG1879
 FG1879
 FG1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1879
 FG1879.The geoid height was determined by GEOID03.
 FG1879
 FG1879;                    North         East     Units Scale Factor Converg.
 FG1879;SPC AR N     -   108,304.448   251,564.756   MT  0.99994830   -0 56 59.0
 FG1879;SPC AR N     -   355,328.84    825,342.04   sFT  0.99994830   -0 56 59.0
 FG1879;UTM  15      - 3,906,326.945   442,528.332   MT  0.99964070   -0 21 55.0
 FG1879
 FG1879                          SUPERSEDED SURVEY CONTROL
 FG1879
 FG1879  NAD 83(1997)-  35 17 54.52500(N)    093 37 55.61054(W) AD(       ) 4
 FG1879  NAD 83(1986)-  35 17 54.52513(N)    093 37 55.60790(W) AD(       ) 4
 FG1879  NAD 27      -  35 17 54.21000(N)    093 37 54.92000(W) AD(       ) 3
 FG1879
 FG1879.Superseded values are not recommended for survey control.
 FG1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1879.See file dsdata.txt to determine how the superseded data were derived.
 FG1879
 FG1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4252806327(NAD 83)
 FG1879_MARKER: 82 = FINIAL
 FG1879
 FG1879  HISTORY     - Date     Condition        Report By
 FG1879  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1879
 FG1879                          STATION DESCRIPTION
 FG1879
 FG1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1879'AN INTERSECTION STATION.  POINT OBSERVED UPON WAS THE FINIAL
 FG1879'OF THE WATER TANK AT SUBIACO COLLEGE.  THIS IS A SILVER-COLORED
 FG1879'STEEL STRUCTURE 110 FEET TO BASE OF TANK AND 25 FEET FROM
 FG1879'BASE TO FINIAL.  SUBIACO COLLEGE IS PAINTED ON THE S SIDE
 FG1879'OF THE TANK WITH BLACK LETTERS.  A 24-INCH SILVER-COLORED
 FG1879'STANDPIPE EXTENDS FROM THE GROUND TO THE BASE OF THE TANK.
 FG1879'
 FG1879'THE TANK IS LOCATED 0.2 MILE N OF U.S. HIGHWAY 64 AND THE
 FG1879'MISSOURI PACIFIC TRACK, 50 YARDS E OF THE E END OF THE LARGE
 FG1879'BROWN STONE COLLEGE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0965 ***********************************************************************
 FH0965  DESIGNATION -  SUGAR
 FH0965  PID         -  FH0965
 FH0965  STATE/COUNTY-  AR/WASHINGTON
 FH0965  USGS QUAD   -  LINCOLN (1970)
 FH0965
 FH0965                         *CURRENT SURVEY CONTROL
 FH0965  ___________________________________________________________________
 FH0965* NAD 83(1997)-  35 53 58.89603(N)    094 27 42.63326(W)     ADJUSTED  
 FH0965* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 FH0965  ___________________________________________________________________
 FH0965  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FH0965  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FH0965
 FH0965  HORZ ORDER  -  FIRST
 FH0965
 FH0965.The horizontal coordinates were established by classical geodetic methods
 FH0965.and adjusted by the National Geodetic Survey in September 1999..
 FH0965
 FH0965.The orthometric height was scaled from a topographic map.
 FH0965
 FH0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0965
 FH0965.The geoid height was determined by GEOID03.
 FH0965
 FH0965;                    North         East     Units Scale Factor Converg.
 FH0965;SPC AR N     -   176,554.366   177,784.478   MT  0.99995105   -1 25 57.2
 FH0965;SPC AR N     -   579,245.45    583,281.24   sFT  0.99995105   -1 25 57.2
 FH0965;SPC OK N     -   105,642.632   919,332.153   MT  0.99995627   +2 05 16.9
 FH0965;SPC OK N     -   346,595.87  3,016,175.57   sFT  0.99995627   +2 05 16.9
 FH0965;UTM  15      - 3,973,810.023   368,076.450   MT  0.99981445   -0 51 26.3
 FH0965
 FH0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0965!SPC AR N     -   0.99992078  x   0.99995105  =   0.99987183
 FH0965!SPC OK N     -   0.99992078  x   0.99995627  =   0.99987705
 FH0965!UTM  15      -   0.99992078  x   0.99981445  =   0.99973524
 FH0965
 FH0965:                Primary Azimuth Mark                     Grid Az
 FH0965:SPC AR N     -  HARDT                                    098 11 52.8
 FH0965:SPC OK N     -  HARDT                                    094 40 38.7
 FH0965:UTM  15      -  HARDT                                    097 37 21.9
 FH0965
 FH0965|---------------------------------------------------------------------|
 FH0965| PID    Reference Object                     Distance      Geod. Az  |
 FH0965|                                                           dddmmss.s |
 FH0965| FH0935 HARDT                               APPROX.23.4 KM 0964555.6 |
 FH0965| CI3318 SUGAR RM 1                           32.132 METERS 24033     |
 FH0965| CI3317 SUGAR AZ MK                                        3152344.8 |
 FH0965| CI3319 SUGAR RM 2                           25.448 METERS 35442     |
 FH0965|---------------------------------------------------------------------|
 FH0965
 FH0965                          SUPERSEDED SURVEY CONTROL
 FH0965
 FH0965  NAD 83(1997)-  35 53 58.90608(N)    094 27 42.63299(W) AD(       ) 1
 FH0965  NAD 83(1986)-  35 53 58.90229(N)    094 27 42.63252(W) AD(       ) 1
 FH0965  NAD 27      -  35 53 58.60900(N)    094 27 41.85400(W) AD(       ) 1
 FH0965
 FH0965.Superseded values are not recommended for survey control.
 FH0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0965.See file dsdata.txt to determine how the superseded data were derived.
 FH0965
 FH0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6807673810(NAD 83)
 FH0965_MARKER: DD = SURVEY DISK
 FH0965_SETTING: 0 = UNSPECIFIED SETTING
 FH0965
 FH0965  HISTORY     - Date     Condition        Report By
 FH0965  HISTORY     - 1935     MONUMENTED       CGS
 FH0965  HISTORY     - 1955     GOOD             CGS
 FH0965  HISTORY     - 1960     GOOD             CGS
 FH0965
 FH0965                          STATION DESCRIPTION
 FH0965
 FH0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0965'STATION IS ABOUT 4 MILES SW OF LINCOLN, ARK, ABOUT 9 MILES
 FH0965'SE OF WESTVILLE, OKLAHOMA, IN THE NW 1/4 SEC. 14, T 14 N,
 FH0965'R 33 W, ON LAND OWNED BY W.S. PADGETT.  THE MARK IS SET
 FH0965'ON THE TOP OF A HIGH HILL KNOWN LOCALLY AS SUGAR HILL MOUNTAIN.
 FH0965'IT IS IN A CLEARED SPACE IN THE WOODS, 214 FEET NE OF THE
 FH0965'NE CORNER OF A CABIN OCCUPIED BY A MR. SMITH, 34 FEET N
 FH0965'OF A CROOKED WILD CHERRY TREE WITH TRIANGLE BLAZE.
 FH0965'
 FH0965'THE STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A
 FH0965'DRILL HOLE IN A STONE POST 14 BY 8 INCHES BY 4 FEET.  POST
 FH0965'PROTRUDES 9 INCHES.
 FH0965'
 FH0965'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CEMENT.
 FH0965'
 FH0965'REFERENCE MARK NO.1 IS SW OF THE STATION, ABOUT 100 FEET
 FH0965'NE OF THE CABIN.  THE MARK IS A STANDARD BRONZE DISK SET
 FH0965'IN A DRILL HOLE IN A STONE POST 18 BY 8 INCHES BY 3 FEET.
 FH0965'POST PROTRUDES 10 INCHES.
 FH0965'
 FH0965'REFERENCE MARK NO.2 IS N OF THE STATION 6 FEET W OF A DOUBLE
 FH0965'OAK TREE, AND IS MARKED BY A STANDARD BRONZE DISK CEMENTED
 FH0965'IN A DRILL HOLE IN A STONE POST 1 BY 1 BY 1 FOOT.  POST
 FH0965'PROJECTS 12 INCHES.
 FH0965'
 FH0965'AZIMUTH MARK IS NW OF THE STATION ON THE N EDGE OF A CLEARED
 FH0965'FIELD, 6 FEET S OF A 10-INCH CEDAR TREE, AND IS MARKED BY
 FH0965'A STANDARD BRONZE DISK CEMENTED IN A STONE POST 8 BY 12
 FH0965'INCHES BY 3 FEET, AND MARK PROJECTS 12 INCHES.
 FH0965'
 FH0965'REACHED FROM LINCOLN BY U.S. HIGHWAY 62 W FOR 3.6 MILES
 FH0965'TO JUNCTION WITH U.S. HIGHWAY 59.  GO S ON U.S. HIGHWAY
 FH0965'59 FOR 3.0 MILES TO SIDE ROAD TO THE LEFT.  HERE TURN LEFT
 FH0965'AND GO 0.75 MILE TO FARM ROAD TO RIGHT AT THE TOP OF STEEP
 FH0965'HILL.  THIS ROAD IS JUST E OF A LARGE FRUIT SHED.  GO S
 FH0965'ON FARM ROAD FOR 0.7 MILE TO A GATE AT FORKS IN ROAD.  HERE
 FH0965'TAKE TRAIL TO RIGHT AND FOLLOW WELL-MARKED TRAIL TO TOP
 FH0965'OF HILL AND STATION.  THIS IS ABOUT 1 MILE.
 FH0965'
 FH0965'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 FH0965
 FH0965                          STATION RECOVERY (1955)
 FH0965
 FH0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RKD)
 FH0965'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FH0965'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT VISITED.
 FH0965'
 FH0965'DESCRIPTION ON HOW TO REACH FROM LINCOLN, ARKANSAS, STATES
 FH0965'TO GO S ON U.S. HIGHWAY 59.  THIS SHOULD READ TO GO S ON
 FH0965'ARKANSAS STATE HIGHWAY 59.
 FH0965
 FH0965                          STATION RECOVERY (1960)
 FH0965
 FH0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH0965'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH0965'CONDITION.
 FH0965'
 FH0965'TO REACH THE STATION FROM LINCOLN, GO WEST ON U.S. HIGHWAY
 FH0965'62 FOR 3.6 MILES TO JUNCTION WITH STATE HIGHWAY 59, TURN
 FH0965'LEFT AND GO SOUTH ON STATE HIGHWAY 59 FOR 3.0 MILES TO A
 FH0965'SURFACED SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 0.7 MILE
 FH0965'TO THE PITTS BROS. FARM, TURN RIGHT THROUGH A GATE THEN
 FH0965'PASS AROUND THE EAST SIDE OF A WHITE BARN AND GO SOUTHERLY
 FH0965'ON FIELD ROAD FOR ABOUT 0.6 MILE TO THE SOUTHEAST CORNER
 FH0965'OF A FIELD AND END OF TRUCK TRAVEL.  PACK SOUTH ALONG AN
 FH0965'OLD FENCED LANE TO FORKS JUST PAST END OF LANE, TAKE RIGHT
 FH0965'FORK AND FOLLOW OLD ROAD FOR ABOUT 1.0 MILE TO AN OLD
 FH0965'DESERTED HOUSE AND STATION TO NORTHEAST AS DESCRIBED.
 FH0965'
 FH0965'THE AZIMUTH MARK IS ABOUT 0.15 MILE NORTHWEST OF THE STATION
 FH0965'AND IS ABOUT 11 FEET SOUTHEAST OF A 12-INCH CEDAR TREE.
 FH0965'THIS IS THE ONLY LARGE CEDAR TREE IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0667 ***********************************************************************
 GF0667  DESIGNATION -  SUGAR LOAF MOUNTAIN LOT
 GF0667  PID         -  GF0667
 GF0667  STATE/COUNTY-  AR/STONE
 GF0667  USGS QUAD   -  CALICO ROCK (1964)
 GF0667
 GF0667                         *CURRENT SURVEY CONTROL
 GF0667  ___________________________________________________________________
 GF0667* NAD 83(1997)-  36 05 03.26007(N)    092 09 48.07661(W)     ADJUSTED  
 GF0667* NAVD 88     -                                                        
 GF0667  ___________________________________________________________________
 GF0667  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GF0667  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GF0667
 GF0667  HORZ ORDER  -  THIRD
 GF0667
 GF0667.The horizontal coordinates were established by classical geodetic methods
 GF0667.and adjusted by the National Geodetic Survey in September 1999..
 GF0667
 GF0667
 GF0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0667
 GF0667.The geoid height was determined by GEOID03.
 GF0667
 GF0667;                    North         East     Units Scale Factor Converg.
 GF0667;SPC AR N     -   194,264.619   385,287.416   MT  0.99997392   -0 05 42.2
 GF0667;SPC AR N     -   637,349.84  1,264,063.80   sFT  0.99997392   -0 05 42.2
 GF0667;UTM  15      - 3,993,615.770   575,325.412   MT  0.99966991   +0 29 34.0
 GF0667
 GF0667                          SUPERSEDED SURVEY CONTROL
 GF0667
 GF0667  NAD 83(1986)-  36 05 03.27196(N)    092 09 48.07671(W) AD(       ) 4
 GF0667  NAD 27      -  36 05 03.01800(N)    092 09 47.51300(W) AD(       ) 3
 GF0667
 GF0667.Superseded values are not recommended for survey control.
 GF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0667.See file dsdata.txt to determine how the superseded data were derived.
 GF0667
 GF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7532593616(NAD 83)
 GF0667_MARKER: 57 = LOOKOUT TOWER
 GF0667
 GF0667  HISTORY     - Date     Condition        Report By
 GF0667  HISTORY     - 1953     FIRST OBSERVED   CGS
 GF0667
 GF0667                          STATION DESCRIPTION
 GF0667
 GF0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0667'THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF CALICO ROCK
 GF0667'AND ON THE SUMMIT OF SUGAR LOAF MTN.
 GF0667'
 GF0667'THE TOWER IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A 6 FOOT
 GF0667'SQUARE STEEL AND GLASS HOUSE.  IT IS 100 FEET HIGH.  THE POINT
 GF0667'OBSERVED ON WAS THE CENTER OF THE BASE.
 GF0667'
 GF0667'A TRAVERSE CONNECTION WAS MADE TO THE TOWER FROM TRIANGULATION
 GF0667'STATION SUGAR LOAF MTN.  THE DISTANCE IS 30.35 FEET, 9.250 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0666 ***********************************************************************
 GF0666  DESIGNATION -  SUGAR LOAF MTN
 GF0666  PID         -  GF0666
 GF0666  STATE/COUNTY-  AR/STONE
 GF0666  USGS QUAD   -  CALICO ROCK (1964)
 GF0666
 GF0666                         *CURRENT SURVEY CONTROL
 GF0666  ___________________________________________________________________
 GF0666* NAD 83(1997)-  36 05 03.38970(N)    092 09 48.40949(W)     ADJUSTED  
 GF0666* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 GF0666  ___________________________________________________________________
 GF0666  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GF0666  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GF0666
 GF0666  HORZ ORDER  -  SECOND
 GF0666
 GF0666.The horizontal coordinates were established by classical geodetic methods
 GF0666.and adjusted by the National Geodetic Survey in September 1999..
 GF0666
 GF0666.The orthometric height was scaled from a topographic map.
 GF0666
 GF0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0666
 GF0666.The geoid height was determined by GEOID03.
 GF0666
 GF0666;                    North         East     Units Scale Factor Converg.
 GF0666;SPC AR N     -   194,268.629   385,279.095   MT  0.99997393   -0 05 42.4
 GF0666;SPC AR N     -   637,362.99  1,264,036.50   sFT  0.99997393   -0 05 42.4
 GF0666;UTM  15      - 3,993,619.693   575,317.052   MT  0.99966989   +0 29 33.8
 GF0666
 GF0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0666!SPC AR N     -   0.99994929  x   0.99997393  =   0.99992322
 GF0666!UTM  15      -   0.99994929  x   0.99966989  =   0.99961920
 GF0666
 GF0666|---------------------------------------------------------------------|
 GF0666| PID    Reference Object                     Distance      Geod. Az  |
 GF0666|                                                           dddmmss.s |
 GF0666| GF0667 SUGAR LOAF MOUNTAIN LOT               9.237 METERS 11538     |
 GF0666| CI3325 SUGAR LOAF MTN RM 1                  20.519 METERS 20751     |
 GF0666| CI3326 SUGAR LOAF MTN RM 2                  16.045 METERS 27049     |
 GF0666| GF0674 SNEED                               APPROX.14.4 KM 2871020.0 |
 GF0666|---------------------------------------------------------------------|
 GF0666
 GF0666                          SUPERSEDED SURVEY CONTROL
 GF0666
 GF0666  NAD 83(1986)-  36 05 03.40134(N)    092 09 48.40936(W) AD(       ) 2
 GF0666  NAD 27      -  36 05 03.14800(N)    092 09 47.84700(W) AD(       ) 2
 GF0666
 GF0666.Superseded values are not recommended for survey control.
 GF0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0666.See file dsdata.txt to determine how the superseded data were derived.
 GF0666
 GF0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7531793620(NAD 83)
 GF0666_MARKER: DS = TRIANGULATION STATION DISK
 GF0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0666
 GF0666  HISTORY     - Date     Condition        Report By
 GF0666  HISTORY     - 1953     MONUMENTED       CGS
 GF0666
 GF0666                          STATION DESCRIPTION
 GF0666
 GF0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0666'THE STATION IS IN SEC. 33, T 17 N, R 11 W, 2-1/2 MILES SOUTHWEST
 GF0666'OF CALICO ROCK, IN THE OZARK NATIONAL FOREST AND ON THE
 GF0666'SUMMIT OF SUGAR LOAF MTN., 40 FEET NORTH OF THE CENTER OF
 GF0666'A CONCRETE WELL AND 21 FEET WEST OF A 2-FOOT OAK TREE.
 GF0666'
 GF0666'TO REACH THE STATION FROM CALICO ROCK CROSS THE WHITE RIVER
 GF0666'WITH THE FERRY AT THE FOOT OF THE MAIN STREET AND GO SOUTHERLY
 GF0666'ON THE GRAVELED ROAD FOR 2.9 MILES TO A T-INTERSECTION ON
 GF0666'THE RIGHT AND A SIGN SUGAR LOAF MTN. LOOKOUT TOWER, TURN
 GF0666'RIGHT AND GO SOUTHWESTESRLY FOR 1.45 MILES TO THE SUMMIT
 GF0666'OF THE MOUNTAIN AND THE STATION AS DESCRIBED.
 GF0666'
 GF0666'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0666'SUGAR LOAF MTN. 1953.
 GF0666'
 GF0666'REFERENCE MARK NO. 1 23 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GF0666'HOUSE AND 6 FEET NORTH OF A OVAL TOPPED BLOCK COOLER.  THE
 GF0666'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SUGAR LOAF
 GF0666'MTN. NO 1 1953.
 GF0666'
 GF0666'REFERENCE MARK NO. 2 IS 9 FEET NORTH OF THE DRIVEWAY AND 3
 GF0666'FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 GF0666'PROJECTS 2 INCHES AND THE DISK IS STAMPED SUGAR LOAF MTN.
 GF0666'NO 2 1953.
 GF0666'
 GF0666'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 GF0666'
 GF0666'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1317 ***********************************************************************
 DL1317  DESIGNATION -  SULPHUR
 DL1317  PID         -  DL1317
 DL1317  STATE/COUNTY-  AR/ASHLEY
 DL1317  USGS QUAD   -  FELSENTHAL DAM (1981)
 DL1317
 DL1317                         *CURRENT SURVEY CONTROL
 DL1317  ___________________________________________________________________
 DL1317* NAD 83(1997)-  33 04 43.51783(N)    092 01 43.27725(W)     ADJUSTED  
 DL1317* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 DL1317  ___________________________________________________________________
 DL1317  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DL1317  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL1317
 DL1317  HORZ ORDER  -  SECOND
 DL1317
 DL1317.The horizontal coordinates were established by classical geodetic methods
 DL1317.and adjusted by the National Geodetic Survey in September 1999..
 DL1317
 DL1317.The orthometric height was scaled from a topographic map.
 DL1317
 DL1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1317
 DL1317.The geoid height was determined by GEOID03.
 DL1317
 DL1317;                    North         East     Units Scale Factor Converg.
 DL1317;SPC AR S     -   445,707.551   397,321.236   MT  1.00005641   -0 00 57.8
 DL1317;SPC AR S     - 1,462,292.19  1,303,544.76   sFT  1.00005641   -0 00 57.8
 DL1317;SPC LA N     -   286,036.665 1,044,011.578   MT  1.00011997   +0 14 57.1
 DL1317;SPC LA N     -   938,438.63  3,425,227.99   sFT  1.00011997   +0 14 57.1
 DL1317;UTM  15      - 3,660,437.210   590,656.980   MT  0.99970133   +0 31 48.6
 DL1317
 DL1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1317!SPC AR S     -   0.99999860  x   1.00005641  =   1.00005501
 DL1317!SPC LA N     -   0.99999860  x   1.00011997  =   1.00011857
 DL1317!UTM  15      -   0.99999860  x   0.99970133  =   0.99969993
 DL1317
 DL1317|---------------------------------------------------------------------|
 DL1317| PID    Reference Object                     Distance      Geod. Az  |
 DL1317|                                                           dddmmss.s |
 DL1317| CY6543 SULPHUR RM 1                         27.965 METERS 06153     |
 DL1317| CY6544 SULPHUR RM 2                         27.172 METERS 13603     |
 DL1317| DK2074 WHITE                               APPROX. 8.2 KM 1583233.5 |
 DL1317| DL1320 HUTTIG FROST INDUSTRIES INC TK      APPROX.14.8 KM 2534643.6 |
 DL1317|---------------------------------------------------------------------|
 DL1317
 DL1317                          SUPERSEDED SURVEY CONTROL
 DL1317
 DL1317  NAD 83(1997)-  33 04 43.52757(N)    092 01 43.27233(W) AD(       ) 2
 DL1317  NAD 83(1986)-  33 04 43.53037(N)    092 01 43.27016(W) AD(       ) 2
 DL1317  NAD 27      -  33 04 43.08300(N)    092 01 42.79100(W) AD(       ) 2
 DL1317
 DL1317.Superseded values are not recommended for survey control.
 DL1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1317.See file dsdata.txt to determine how the superseded data were derived.
 DL1317
 DL1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9065760437(NAD 83)
 DL1317_MARKER: DS = TRIANGULATION STATION DISK
 DL1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1317
 DL1317  HISTORY     - Date     Condition        Report By
 DL1317  HISTORY     - 1952     MONUMENTED       CGS
 DL1317
 DL1317                          STATION DESCRIPTION
 DL1317
 DL1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1317'THE STATION IS IN SECTION 10, R 9 W, T 19 S, ABOUT 6 MILES EAST
 DL1317'OF THE OUACHITA RIVER, 5-1/2 MILES SOUTHWEST OF CROSSETT AND 1/2
 DL1317'MILE NORTH OF THE ASHLEY MINERAL SPRINGS.  THE MARK IS 34 FEET
 DL1317'WEST OF THE CENTER OF A GRAVELED ROAD, 20 FEET EAST OF THE
 DL1317'CENTER OF A TRACK ROAD AND 6 FEET NORTHEAST OF A WHITE 4 IN X 4
 DL1317'IN WITNESS POST.
 DL1317'
 DL1317'TO REACH THE STATION FROM THE POST OFFICE IN CROSSETT, GO SOUTH
 DL1317'1 BLOCK TO WEST 3RD. AVENUE, TURN RIGHT AND GO WEST ON THE AVENUE
 DL1317'FOR 0.9 MILE TO A Y-JUNCTION AND A RAILROAD CROSSING, CROSS THE
 DL1317'TRACKS, TURN LEFT AND GO SOUTHWEST 2.7 MILES TO A CROSS ROAD,
 DL1317'TURN LEFT AND GO SOUTH 1.8 MILES TO A Y-JUNCTION, BEAR LEFT AND
 DL1317'GO SOUTHWEST 0.95 MILE TO THE STATION ON THE RIGHT.
 DL1317'
 DL1317'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1317'SULPHUR 1952.
 DL1317'
 DL1317'REFERENCE MARK 1 IS 37 FEET EAST OF THE CENTER OF THE ROAD.  THE
 DL1317'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SULPHUR NO 1 1952.
 DL1317'
 DL1317'REFERENCE MARK 2 IS 36 FEET EAST OF THE CENTER OF THE ROAD.
 DL1317'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SULPHUR
 DL1317'NO 2 1952.
 DL1317'
 DL1317'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1317'
 DL1317'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1806 ***********************************************************************
 EJ1806  DESIGNATION -  SULPHUR
 EJ1806  PID         -  EJ1806
 EJ1806  STATE/COUNTY-  AR/JEFFERSON
 EJ1806  USGS QUAD   -  PINE BLUFF NW (1984)
 EJ1806
 EJ1806                         *CURRENT SURVEY CONTROL
 EJ1806  ___________________________________________________________________
 EJ1806* NAD 83(1997)-  34 11 53.65764(N)    092 09 08.28475(W)     ADJUSTED  
 EJ1806* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 EJ1806  ___________________________________________________________________
 EJ1806  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 EJ1806  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EJ1806
 EJ1806  HORZ ORDER  -  SECOND
 EJ1806
 EJ1806.The horizontal coordinates were established by classical geodetic methods
 EJ1806.and adjusted by the National Geodetic Survey in September 1999..
 EJ1806
 EJ1806.The orthometric height was scaled from a topographic map.
 EJ1806
 EJ1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1806
 EJ1806.The geoid height was determined by GEOID03.
 EJ1806
 EJ1806;                    North         East     Units Scale Factor Converg.
 EJ1806;SPC AR S     -   569,880.877   385,963.537   MT  0.99992254   -0 05 06.9
 EJ1806;SPC AR S     - 1,869,684.18  1,266,282.04   sFT  0.99992254   -0 05 06.9
 EJ1806;UTM  15      - 3,784,461.346   578,101.874   MT  0.99967519   +0 28 35.3
 EJ1806
 EJ1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1806!SPC AR S     -   0.99998541  x   0.99992254  =   0.99990795
 EJ1806!UTM  15      -   0.99998541  x   0.99967519  =   0.99966060
 EJ1806
 EJ1806|---------------------------------------------------------------------|
 EJ1806| PID    Reference Object                     Distance      Geod. Az  |
 EJ1806|                                                           dddmmss.s |
 EJ1806| CY6546 SULPHUR RM 2                         30.574 METERS 00555     |
 EJ1806| EJ1769 PINE BLUFF ARSENAL TANK 93211       APPROX.19.1 KM 0103628.3 |
 EJ1806| EJ1770 PINE BLUFF ARSENAL STACK 53200      APPROX.16.9 KM 0135306.1 |
 EJ1806| EJ1780 PINE BLUFF ARSENAL TANK 54180B      APPROX.17.1 KM 0151144.2 |
 EJ1806| EJ1774 PINE BLUFF ARSENAL TANK 13000       APPROX.14.3 KM 0232652.9 |
 EJ1806| EJ1776 WHITEHALL MUNICIPAL TANK            APPROX.10.2 KM 0321257.9 |
 EJ1806| EJ1777 PINE BLUFF ARSENAL TANK 43000       APPROX.14.5 KM 0334341.4 |
 EJ1806| CY6547 SULPHUR RM 3                                       0351117.4 |
 EJ1806| EJ1773 WHITEHALL HOWELL SEABROOK TANK      APPROX. 9.5 KM 0391455.9 |
 EJ1806| EJ1778 PINE BLUFF ARSENAL TANK 42000       APPROX.13.8 KM 0392203.0 |
 EJ1806| EJ1771 PINE BLUFF DIERK PAPER CO TK 2      APPROX.12.8 KM 0525717.8 |
 EJ1806| EH3035 PINE BLUFF ARK POWER CO NE TWR      APPROX.17.9 KM 0555245.3 |
 EJ1806| EH3037 PINE BLUFF ARK POWER CO SW TWR      APPROX.17.1 KM 0561328.8 |
 EJ1806| EJ1779 PINE BLUFF DIERK PAPER CO TK 1      APPROX.13.7 KM 0572246.2 |
 EJ1806| EJ1807 ARKANSAS FORESTRY COMM LOT 73        18.781 METERS 06911     |
 EJ1806| EJ1800 PINE BLUFF FED COMP PLANT 4 TK      APPROX.10.9 KM 0740040.3 |
 EJ1806| EJ1793 PINE BLUFF FED COMP PLANT 1 TK      APPROX.11.4 KM 0751624.2 |
 EJ1806| EJ1789 PINE BLUFF ARK POWER LT W STK       APPROX.12.8 KM 0760657.6 |
 EJ1806| EJ1791 PINE BLUFF RAD STA KAA 2500         APPROX.11.5 KM 0760933.2 |
 EJ1806| EJ1787 PINE BLUFF RADIO STA KOTN MAST      APPROX.14.1 KM 0775449.4 |
 EJ1806| EH3018 PINE BLUFF FED COMP NO 2 NW TK      APPROX.16.7 KM 0791625.3 |
 EJ1806| EJ1798 PINE BLUFF RADIO STA KKD 270        APPROX.10.4 KM 0881103.2 |
 EJ1806| EJ1795 PINE BLUFF RADIO STA KCLA MAST      APPROX.10.9 KM 0881404.6 |
 EJ1806| CY6545 SULPHUR RM 1                         29.452 METERS 09556     |
 EJ1806| EJ1820 PRAGUE                              APPROX.12.9 KM 2980044.3 |
 EJ1806|---------------------------------------------------------------------|
 EJ1806
 EJ1806                          SUPERSEDED SURVEY CONTROL
 EJ1806
 EJ1806  NAD 83(1986)-  34 11 53.66709(N)    092 09 08.27726(W) AD(       ) 2
 EJ1806  NAD 27      -  34 11 53.31365(N)    092 09 07.75274(W) AD(       ) 2
 EJ1806
 EJ1806.Superseded values are not recommended for survey control.
 EJ1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1806.See file dsdata.txt to determine how the superseded data were derived.
 EJ1806
 EJ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7810284461(NAD 83)
 EJ1806_MARKER: DS = TRIANGULATION STATION DISK
 EJ1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1806
 EJ1806  HISTORY     - Date     Condition        Report By
 EJ1806  HISTORY     - 1964     MONUMENTED       CGS
 EJ1806
 EJ1806                          STATION DESCRIPTION
 EJ1806
 EJ1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1806'THE STATION IS ABOUT 2 MILES NORTHWEST OF SULPHUR SPRINGS,
 EJ1806'9 MILES WEST-SOUTH WEST OF PINE BLUFF, IN THE SOUTHEAST
 EJ1806'1/4 OF SECTION 18, T 6 S, R 10 W. AND ON STATE FORESTRY
 EJ1806'COMMISSION PROPERTY.  IT IS 12 FEET EAST OF A WIRE FENCE
 EJ1806'AND A WITNESS POST, 19 FEET NORTHWEST OF A 20 INCH PINE TREE,
 EJ1806'25 FEET NORTHEAST OF A FENCE CORNER AND 48 FEET SOUTHWEST
 EJ1806'OF THE SOUTHWEST LEG OF A LOOKOUT TOWER.  THE MONUMENT IS
 EJ1806'FLUSH AND THE DISK IS STAMPED SULPHUR 1964.
 EJ1806'
 EJ1806'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 79 IN
 EJ1806'THE WEST SECTION OF PINE BLUFF, GO SOUTH-SOUTHWEST ON
 EJ1806'HIGHWAY 79 FOR 2.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 EJ1806'AND GO WESTERLY ON A PAVED ROAD FOR 3.6 MILES TO A ROAD
 EJ1806'FORK IN THE VILLAGE OF SULPHUR SPRINGS.  TAKE THE RIGHT
 EJ1806'FORK AND GO NORTHWEST FOR 1.9 MILES TO A SIDE ROAD RIGHT.
 EJ1806'TURN RIGHT AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.75
 EJ1806'MILE TO A GRAVELED DRIVEWAY ON THE LEFT*.  TURN LEFT AND GO
 EJ1806'NORTHWEST FOR ABOUT 200 FEET TO THE STATION JUST WEST OF THE
 EJ1806'LOOKOUT TOWER.
 EJ1806'
 EJ1806'*TO REACH REFERENCE MARK 3 FROM THIS POINT, CONTINUE NORTH
 EJ1806'ON THE GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 EJ1806'
 EJ1806'REFERENCE MARK 1 IS 5 FEET WEST OF AN 18 INCH PINE TREE, 4
 EJ1806'FEET NORTH OF A WIRE FENCE, 18 FEET WEST OF A FENCE CORNER
 EJ1806'AND 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOOKOUT
 EJ1806'TOWER.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 EJ1806'SULPHUR NO 1 1964.
 EJ1806'
 EJ1806'REFERENCE MARK 2 IS 22 FEET EAST OF A WIRE FENCE, 46 FEET
 EJ1806'SOUTH OF THE SOUTH SIDE OF A GARAGE AND 76 FEET NORTHWEST
 EJ1806'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  THE MONUMENT IS
 EJ1806'FLUSH AND THE DISK IS STAMPED SULPHUR NO 2 1964.
 EJ1806'
 EJ1806'REFERENCE MARK 3 IS 3 FEET NORTHWEST OF A WITNESS POST,
 EJ1806'23 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 49 FEET
 EJ1806'EAST-NORTHEAST OF A FENCE CORNER AND 54 FEET SOUTH OF THE
 EJ1806'EAST END OF A METAL CULVERT.  THE MONUMENT PROJECTS 5 INCHES
 EJ1806'AND THE DISK IS STAMPED SULPHUR NO 3 1964.
 EJ1806'
 EJ1806'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2033 ***********************************************************************
 EJ2033  DESIGNATION -  SULPHUR
 EJ2033  PID         -  EJ2033
 EJ2033  STATE/COUNTY-  AR/MONTGOMERY
 EJ2033  USGS QUAD   -  STORY (1986)
 EJ2033
 EJ2033                         *CURRENT SURVEY CONTROL
 EJ2033  ___________________________________________________________________
 EJ2033* NAD 83(1997)-  34 37 31.75460(N)    093 32 48.41917(W)     ADJUSTED  
 EJ2033* NAVD 88     -       189.9    (meters)     623.     (feet)  VERTCON   
 EJ2033  ___________________________________________________________________
 EJ2033  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 EJ2033  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 EJ2033
 EJ2033  HORZ ORDER  -  THIRD
 EJ2033
 EJ2033.The horizontal coordinates were established by classical geodetic methods
 EJ2033.and adjusted by the National Geodetic Survey in September 1999..
 EJ2033
 EJ2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2033
 EJ2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2033
 EJ2033.The geoid height was determined by GEOID03.
 EJ2033
 EJ2033;                    North         East     Units Scale Factor Converg.
 EJ2033;SPC AR S     -   618,333.943   258,166.098   MT  0.99997156   -0 51 56.6
 EJ2033;SPC AR S     - 2,028,650.61    846,999.94   sFT  0.99997156   -0 51 56.6
 EJ2033;UTM  15      - 3,831,648.216   449,878.600   MT  0.99963096   -0 18 38.5
 EJ2033
 EJ2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2033!SPC AR S     -   0.99997468  x   0.99997156  =   0.99994624
 EJ2033!UTM  15      -   0.99997468  x   0.99963096  =   0.99960565
 EJ2033
 EJ2033|---------------------------------------------------------------------|
 EJ2033| PID    Reference Object                     Distance      Geod. Az  |
 EJ2033|                                                           dddmmss.s |
 EJ2033| CX6346 SULPHUR RM 1                         10.038 METERS 08542     |
 EJ2033| CX6347 SULPHUR RM 2                          9.048 METERS 18925     |
 EJ2033| CX6345 SULPHUR AZ MK                                      3593012.0 |
 EJ2033|---------------------------------------------------------------------|
 EJ2033
 EJ2033                          SUPERSEDED SURVEY CONTROL
 EJ2033
 EJ2033  NAD 83(1997)-  34 37 31.76417(N)    093 32 48.41395(W) AD(       ) 3
 EJ2033  NAD 83(1986)-  34 37 31.76488(N)    093 32 48.41143(W) AD(       ) 3
 EJ2033  NAD 27      -  34 37 31.41640(N)    093 32 47.72070(W) AD(       ) 3
 EJ2033  NGVD 29 (07/19/86)  189.9    (m)          623.     (f) VERT ANG       
 EJ2033
 EJ2033.Superseded values are not recommended for survey control.
 EJ2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2033.See file dsdata.txt to determine how the superseded data were derived.
 EJ2033
 EJ2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4987931648(NAD 83)
 EJ2033_MARKER: DS = TRIANGULATION STATION DISK
 EJ2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2033
 EJ2033  HISTORY     - Date     Condition        Report By
 EJ2033  HISTORY     - 1956     MONUMENTED       CGS
 EJ2033  HISTORY     - 1961     GOOD             CGS
 EJ2033  HISTORY     - 1987     GOOD             USPSQD
 EJ2033
 EJ2033                          STATION DESCRIPTION
 EJ2033
 EJ2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2033'THE STATION IS LOCATED ALONG STATE HIGHWAY 27, ABOUT 7 MILES
 EJ2033'NORTHEAST OF MT. IDA, 5 MILES SOUTH-SOUTHWEST OF STORY AND
 EJ2033'ON THE SOUTH BANK OF THE OUACHITA RIVER.
 EJ2033'
 EJ2033'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270
 EJ2033'AND STATE HIGHWAY 27 IN MT. IDA, DRIVE NORTHWEST ON THESE
 EJ2033'TWO HIGHWAYS FOR 0.5 MILE TO THEIR SECOND JUNCTION.  TURN
 EJ2033'RIGHT AND DRIVE NORTHEAST ON STATE HIGHWAY 27 FOR 3.5 MILES
 EJ2033'TO A Y-FORK.  KEEP LEFT FORK, HIGHWAY 27, AND CONTINUE NORTHERLY
 EJ2033'FOR 3.9 MILES TO A Y-FORK AT THE BLUE BELL GROCERY AND SERVICE
 EJ2033'STATION.  KEEP LEFT FORK, HIGHWAY 27, AND DRIVE NORTH FOR
 EJ2033'0.45 MILE TO A ROAD RIGHT AT SIGN, BUDDYS FISHING VILLAGE.
 EJ2033'TURN RIGHT, EAST, FOR ABOUT 50 FEET, THEN TURN LEFT ONTO
 EJ2033'A TRACK ROAD AND DRIVE NORTH FOR ABOUT 200 FEET, THENCE
 EJ2033'BEAR LEFT, NORTHWEST, AND DRIVE ACROSS OPEN GROUND FOR
 EJ2033'ABOUT 200 FEET TO THE RIVER BANK AND STATION.
 EJ2033'
 EJ2033'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 EJ2033'MARK ARE ALL STANDARD DISKS SET IN THE TOPS OF CONCRETE
 EJ2033'MONUMENTS WHICH ARE 10 INCHES SQUARE AND PROJECT ABOUT 2
 EJ2033'INCHES ABOVE THE SURFACE OF THE GROUND.
 EJ2033'
 EJ2033'THE STATION MARK, STAMPED SULPHUR 1956, IS 80 FEET SOUTHEAST
 EJ2033'OF THE SOUTHEAST END OF THE CONCRETE BRIDGE OVER THE OUACHITA
 EJ2033'RIVER, 31 FEET EAST OF THE TOP OF THE EAST CUT-BANK OVERLOOKING
 EJ2033'STATE HIGHWAY 27, 24 FEET SOUTH OF THE EDGE OF BLUFF OVERLOOKING
 EJ2033'THE OUACHITA RIVER AND 6 FEET WEST-NORTHWEST OF A WHITE WITNESS
 EJ2033'POST.  THE STATION IS ABOUT 15 FEET HIGHER IN ELEVATION
 EJ2033'THAN THE SURFACE OF STATE HIGHWAY 27.
 EJ2033'
 EJ2033'REFERENCE MARK 1, STAMPED SULPHUR NO 1 1956, IS 24 FEET
 EJ2033'SOUTH OF THE EDGE OF THE BLUFF OVERLOOKING THE OUACHITA RIVER.
 EJ2033'IT IS ABOUT 8 INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 EJ2033'
 EJ2033'REFERENCE MARK 2, STAMPED SULPHUR NO 2 1956, IS 31 FEET
 EJ2033'EAST OF THE TOP OF THE EAST CUT-BANK OVERLOOKING STATE HIGHWAY
 EJ2033'27 AND ABOUT 12 INCHES HIGHER IN ELEVATION THAN THE STATION
 EJ2033'MARK.
 EJ2033'
 EJ2033'THE AZIMUTH MARK, STAMPED SULPHUR 1956, IS 39 FEET WEST OF
 EJ2033'THE CENTER OF STATE HIGHWAY 27 AND 2.3 FEET EAST OF A WHITE
 EJ2033'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION
 EJ2033'AND THE SOUTH END OF THE BRIDGE OVER THE OUACHITA RIVER,
 EJ2033'DRIVE NORTH ON STATE HIGHWAY 27 FOR 0.5 MILE TO THE MARK ON
 EJ2033'THE LEFT.
 EJ2033
 EJ2033                          STATION RECOVERY (1961)
 EJ2033
 EJ2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2033'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2033'CONDITION.
 EJ2033'
 EJ2033'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 EJ2033
 EJ2033                          STATION RECOVERY (1987)
 EJ2033
 EJ2033'RECOVERY NOTE BY US POWER SQUADRON 1987 (JFA)
 EJ2033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1803 ***********************************************************************
 FF1803  DESIGNATION -  SULPHUR
 FF1803  PID         -  FF1803
 FF1803  STATE/COUNTY-  AR/INDEPENDENCE
 FF1803  USGS QUAD   -  CHARLOTTE (1981)
 FF1803
 FF1803                         *CURRENT SURVEY CONTROL
 FF1803  ___________________________________________________________________
 FF1803* NAD 83(1997)-  35 46 31.30946(N)    091 29 29.48947(W)     ADJUSTED  
 FF1803* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 FF1803  ___________________________________________________________________
 FF1803  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FF1803  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF1803
 FF1803  HORZ ORDER  -  THIRD
 FF1803
 FF1803.The horizontal coordinates were established by classical geodetic methods
 FF1803.and adjusted by the National Geodetic Survey in September 1999..
 FF1803
 FF1803.The orthometric height was scaled from a topographic map.
 FF1803
 FF1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1803
 FF1803.The geoid height was determined by GEOID03.
 FF1803
 FF1803;                    North         East     Units Scale Factor Converg.
 FF1803;SPC AR N     -   160,100.573   445,972.765   MT  0.99994148   +0 17 45.2
 FF1803;SPC AR N     -   525,263.30  1,463,162.31   sFT  0.99994148   +0 17 45.2
 FF1803;UTM  15      - 3,960,082.893   636,344.829   MT  0.99982907   +0 52 55.2
 FF1803
 FF1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1803!SPC AR N     -   0.99997795  x   0.99994148  =   0.99991944
 FF1803!UTM  15      -   0.99997795  x   0.99982907  =   0.99980703
 FF1803
 FF1803:                Primary Azimuth Mark                     Grid Az
 FF1803:SPC AR N     -  SULPHUR AZ MK                            094 39 13.7
 FF1803:UTM  15      -  SULPHUR AZ MK                            094 04 03.7
 FF1803
 FF1803|---------------------------------------------------------------------|
 FF1803| PID    Reference Object                     Distance      Geod. Az  |
 FF1803|                                                           dddmmss.s |
 FF1803| CI3333 SULPHUR AZ MK                                      0945658.9 |
 FF1803| CI3334 SULPHUR RM 1                         22.718 METERS 18711     |
 FF1803| FF1804 11 M                                 73.585 METERS 26239     |
 FF1803| CI3335 SULPHUR RM 2                         22.718 METERS 29643     |
 FF1803|---------------------------------------------------------------------|
 FF1803
 FF1803                          SUPERSEDED SURVEY CONTROL
 FF1803
 FF1803  NAD 83(1997)-  35 46 31.31980(N)    091 29 29.48951(W) AD(       ) 3
 FF1803  NAD 83(1986)-  35 46 31.32085(N)    091 29 29.48928(W) AD(       ) 3
 FF1803  NAD 27      -  35 46 31.04780(N)    091 29 29.00450(W) AD(       ) 3
 FF1803
 FF1803.Superseded values are not recommended for survey control.
 FF1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1803.See file dsdata.txt to determine how the superseded data were derived.
 FF1803
 FF1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3634560083(NAD 83)
 FF1803_MARKER: DS = TRIANGULATION STATION DISK
 FF1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1803
 FF1803  HISTORY     - Date     Condition        Report By
 FF1803  HISTORY     - 1954     MONUMENTED       CGS
 FF1803
 FF1803                          STATION DESCRIPTION
 FF1803
 FF1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1803'THE STATION IS ON THE PROPERTY OF MR. HAYDEN SANDERS, IN SECTION
 FF1803'11, R 4 W, T 13 N, ABOUT 9-1/2 MILES EAST OF BATESVILLE, 2
 FF1803'MILES NORTH-NORTHEAST OF SULPHUR ROCK, 51 FEET WEST OF THE CENTER
 FF1803'OF A GRAVEL ROAD, 42 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 FF1803'AND 5 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.
 FF1803'
 FF1803'TO REACH THE STATION FROM THE POST OFFICE IN SULPHUR ROCK,
 FF1803'GO NORTH ON STATE HIGHWAY 69 FOR 0.05 MILE TO A CROSS STREET,
 FF1803'CONTINUE NORTH ON THE MAIN GRAVEL ROAD, LEAVING THE HIGHWAY,
 FF1803'FOR 1.55 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.35 MILE TO
 FF1803'THE STATION ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 FF1803'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FF1803'
 FF1803'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FF1803'SULPHUR 1954.
 FF1803'
 FF1803'REFERENCE MARK 1 IS 24 FEET SOUTH OF THE CENTER OF THE GRAVEL
 FF1803'ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED SULPHUR
 FF1803'NO 1 1954.
 FF1803'
 FF1803'REFERENCE MARK 2 IS 12 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FF1803'OF A CHICKEN HOUSE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 FF1803'IS STAMPED SULPHUR NO 2 1954.
 FF1803'
 FF1803'THE AZIMUTH MARK IS 18 FEET SOUTHEAST OF THE CENTER OF THE GRAVEL
 FF1803'ROAD, 3 FEET NORTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.
 FF1803'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SULPHUR
 FF1803'1954.
 FF1803'
 FF1803'A TRAVERSE WAS MADE TO 11 M (USGS).  IT IS A STANDARD U.S.
 FF1803'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A 6 INCH
 FF1803'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK IS
 FF1803'51 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 37 FEET
 FF1803'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SANDERS FARM
 FF1803'HOME AND 8 FEET SOUTH OF A 24-INCH OAK TREE.  THE DISK IS
 FF1803'STAMPED 11 M 1942.
 FF1803'
 FF1803'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0700 ***********************************************************************
 GF0700  DESIGNATION -  SUMMIT
 GF0700  PID         -  GF0700
 GF0700  STATE/COUNTY-  AR/MARION
 GF0700  USGS QUAD   -  COTTER SW (1972)
 GF0700
 GF0700                         *CURRENT SURVEY CONTROL
 GF0700  ___________________________________________________________________
 GF0700* NAD 83(1997)-  36 15 37.75145(N)    092 41 37.60139(W)     ADJUSTED  
 GF0700* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 GF0700  ___________________________________________________________________
 GF0700  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GF0700  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GF0700
 GF0700  HORZ ORDER  -  THIRD
 GF0700
 GF0700.The horizontal coordinates were established by classical geodetic methods
 GF0700.and adjusted by the National Geodetic Survey in September 1999..
 GF0700
 GF0700.The orthometric height was scaled from a topographic map.
 GF0700
 GF0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0700
 GF0700.The geoid height was determined by GEOID03.
 GF0700
 GF0700;                    North         East     Units Scale Factor Converg.
 GF0700;SPC AR N     -   214,028.671   337,652.938   MT  1.00000548   -0 24 13.4
 GF0700;SPC AR N     -   702,192.40  1,107,783.01   sFT  1.00000548   -0 24 13.4
 GF0700;UTM  15      - 4,012,884.322   527,508.038   MT  0.99960932   +0 10 52.0
 GF0700
 GF0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0700!SPC AR N     -   0.99995139  x   1.00000548  =   0.99995687
 GF0700!UTM  15      -   0.99995139  x   0.99960932  =   0.99956073
 GF0700
 GF0700:                Primary Azimuth Mark                     Grid Az
 GF0700:SPC AR N     -  FLIPPIN MUNICIPAL AIRPORT BCN            070 52 00.8
 GF0700:UTM  15      -  FLIPPIN MUNICIPAL AIRPORT BCN            070 16 55.4
 GF0700
 GF0700|---------------------------------------------------------------------|
 GF0700| PID    Reference Object                     Distance      Geod. Az  |
 GF0700|                                                           dddmmss.s |
 GF0700| GF0698 FLIPPIN MUNICIPAL AIRPORT BCN       APPROX.10.1 KM 0702747.4 |
 GF0700| CI3339 SUMMIT RM 1                          16.679 METERS 10208     |
 GF0700| CI3340 SUMMIT RM 2                          13.864 METERS 25703     |
 GF0700| GF0720 SNOW                                APPROX. 8.3 KM 2745852.0 |
 GF0700|---------------------------------------------------------------------|
 GF0700
 GF0700                          SUPERSEDED SURVEY CONTROL
 GF0700
 GF0700  NAD 83(1986)-  36 15 37.76316(N)    092 41 37.60263(W) AD(       ) 3
 GF0700  NAD 27      -  36 15 37.51500(N)    092 41 37.01100(W) AD(       ) 3
 GF0700
 GF0700.Superseded values are not recommended for survey control.
 GF0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0700.See file dsdata.txt to determine how the superseded data were derived.
 GF0700
 GF0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2750812884(NAD 83)
 GF0700_MARKER: DS = TRIANGULATION STATION DISK
 GF0700_SETTING: 0 = UNSPECIFIED SETTING
 GF0700
 GF0700  HISTORY     - Date     Condition        Report By
 GF0700  HISTORY     - 1954     MONUMENTED       CGS
 GF0700  HISTORY     - 1965     GOOD             CGS
 GF0700
 GF0700                          STATION DESCRIPTION
 GF0700
 GF0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0700'THE STATION IS LOCATED ON THE PROPERTY OF MRS. SALLY POPE
 GF0700'ABOUT 2-1/2 MILES NORTH AND 3/4 MILE WEST OF YELLVILLE, 1
 GF0700'MILE NORTH AND 1/4 MILE WEST OF SUMMIT, 1/4 MILE WEST OF
 GF0700'STATE HIGHWAY 14, 11 FEET NORTH OF A WIRE FENCE AND 5 FEET
 GF0700'NORTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.
 GF0700'
 GF0700'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 GF0700'SQUARE IN YELLVILLE, GO WEST AND NORTH ON STATE HIGHWAY
 GF0700'14 FOR 2.1 MILE TO THE SUMMIT POST OFFICE ON THE RIGHT,
 GF0700'CONTINUE ON THE HIGHWAY FOR 0.9 MILE TO THE POPE HOUSE ON
 GF0700'THE RIGHT WHICH IS THE NORTH ONE OF TWO HOUSES, CONTINUE
 GF0700'NORTH FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, TURN SHARP
 GF0700'LEFT AND GO SOUTH FOR 0.15 MILE TO A WOODEN GATE ON THE LEFT,
 GF0700'TURN LEFT THROUGH GATE AND FOLLOW DIM TRACK ROAD SOUTHWEST
 GF0700'FOR 0.05 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO SOUTH
 GF0700'FOR 0.05 MILE TO A FORK, TAKE RIGHT FORK AND GO ABOUT 75
 GF0700'YARDS TO A TRIANGLE-BLAZED 4 INCH OAK TREE ON THE LEFT,
 GF0700'TURN RIGHT UP STEEP HILL ON DIM TRACK ROAD FOR 0.05 MILE TO
 GF0700'THE TOP OF FIRST KNOLL, CONTINUE SOUTHWEST FOR ABOUT 100
 GF0700'YARDS TO A SMALL CLEARING AND THE STATION.
 GF0700'
 GF0700'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A
 GF0700'2-INCH SOIL PIPE WHICH PROJECTS 5 INCHES.  THE DISK IS STAMPED
 GF0700'SUMMIT 1954.
 GF0700'
 GF0700'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE WIRE FENCE.  IT IS
 GF0700'A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH
 GF0700'PROJECTS 5 INCHES.  THE DISK IS STAMPED SUMMIT NO 1 1954.
 GF0700'
 GF0700'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE WIRE FENCE.  IT IS
 GF0700'A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE
 GF0700'WHICH PROJECTS 4 INCHES.  THE DISK IS STAMPED SUMMIT NO 2
 GF0700'1954.
 GF0700'
 GF0700'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 GF0700'
 GF0700'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GF0700
 GF0700                          STATION RECOVERY (1965)
 GF0700
 GF0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0700'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 GF0700'MARKS FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET
 GF0700'AT THIS STATION.
 GF0700'
 GF0700'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 GF0700'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1303 ***********************************************************************
 DL1303  DESIGNATION -  SUMPTER
 DL1303  PID         -  DL1303
 DL1303  STATE/COUNTY-  AR/BRADLEY
 DL1303  USGS QUAD   -  SUMPTER (1985)
 DL1303
 DL1303                         *CURRENT SURVEY CONTROL
 DL1303  ___________________________________________________________________
 DL1303* NAD 83(1997)-  33 29 23.63774(N)    092 03 02.51727(W)     ADJUSTED  
 DL1303* NAVD 88     -        82.95   (+/-2cm)     272.1    (feet)  VERTCON   
 DL1303  ___________________________________________________________________
 DL1303  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DL1303  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DL1303
 DL1303  HORZ ORDER  -  FIRST
 DL1303  VERT ORDER  -  THIRD ? (See Below)
 DL1303
 DL1303.The horizontal coordinates were established by classical geodetic methods
 DL1303.and adjusted by the National Geodetic Survey in September 1999..
 DL1303
 DL1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1303.The vertical order pertains to the NGVD 29 superseded value.
 DL1303
 DL1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1303
 DL1303.The geoid height was determined by GEOID03.
 DL1303
 DL1303;                    North         East     Units Scale Factor Converg.
 DL1303;SPC AR S     -   491,308.432   395,288.523   MT  0.99996332   -0 01 42.2
 DL1303;SPC AR S     - 1,611,901.08  1,296,875.76   sFT  0.99996332   -0 01 42.2
 DL1303;UTM  15      - 3,706,002.517   588,187.987   MT  0.99969588   +0 31 25.9
 DL1303
 DL1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1303!SPC AR S     -   0.99999104  x   0.99996332  =   0.99995436
 DL1303!UTM  15      -   0.99999104  x   0.99969588  =   0.99968692
 DL1303
 DL1303:                Primary Azimuth Mark                     Grid Az
 DL1303:SPC AR S     -  SUMPTER AZ MK 2                          003 10 32.2
 DL1303:UTM  15      -  SUMPTER AZ MK 2                          002 37 24.1
 DL1303
 DL1303|---------------------------------------------------------------------|
 DL1303| PID    Reference Object                     Distance      Geod. Az  |
 DL1303|                                                           dddmmss.s |
 DL1303| CY6550 SUMPTER AZ MK 2                                    0030850.0 |
 DL1303| DL1271 WARREN AR PWR LT CO MW              APPROX. 1.5 KM 0102318.7 |
 DL1303| CY6551 SUMPTER RM 1                         46.506 METERS 01347     |
 DL1303| CY6554 SUMPTER RM 4                         29.703 METERS 11356     |
 DL1303| CY6552 SUMPTER RM 2                         50.576 METERS 14301     |
 DL1303| CY6549 SUMPTER AZ MK                                      1435057.9 |
 DL1303| CY6553 SUMPTER RM 3                         25.897 METERS 21453     |
 DL1303| DL1311 BUCKSNORT LOOKOUT TWR 4 1 AFC       APPROX.17.4 KM 2430053.7 |
 DL1303|---------------------------------------------------------------------|
 DL1303
 DL1303                          SUPERSEDED SURVEY CONTROL
 DL1303
 DL1303  NAD 83(1986)-  33 29 23.64817(N)    092 03 02.51132(W) AD(       ) 1
 DL1303  NAD 27      -  33 29 23.24800(N)    092 03 02.02100(W) AD(       ) 1
 DL1303  NGVD 29 (07/19/86)   83.03   (m)          272.4    (f) LEVELING    3  
 DL1303
 DL1303.Superseded values are not recommended for survey control.
 DL1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1303.See file dsdata.txt to determine how the superseded data were derived.
 DL1303
 DL1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8818806003(NAD 83)
 DL1303_MARKER: DS = TRIANGULATION STATION DISK
 DL1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1303
 DL1303  HISTORY     - Date     Condition        Report By
 DL1303  HISTORY     - 1939     MONUMENTED       CGS
 DL1303  HISTORY     - 1952     GOOD             CGS
 DL1303  HISTORY     - 1964     GOOD             CGS
 DL1303  HISTORY     - 1965     GOOD             CGS
 DL1303  HISTORY     - 20041104 GOOD             INDIV
 DL1303
 DL1303                          STATION DESCRIPTION
 DL1303
 DL1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1303'THIS STATION IS ABOUT 9 MILES S OF WARREN AND 0.25 MILE N OF
 DL1303'THE SUMPTER SCHOOLHOUSE, ON THE FIRST RIDGE N OF THE SCHOOLHOUSE,
 DL1303'ON THE W SIDE OF THE ROAD AND 47 FEET W OF THE CENTER OF THE ROAD.
 DL1303'THE MARK PROJECTS ABOUT 6 INCHES AND IS STAMPED SUMPTER 1939.
 DL1303'TO REACH FROM THE INTERSECTION OF STATE ROUTES 4 AND 15 IN
 DL1303'WARREN, GO S ON STATE ROUTE 15 FOR 5.0 MILES TO A GRAVEL ROAD
 DL1303'ON LEFT AND LEADING SE, THERE IS A RAILROAD CROSSING JUST
 DL1303'AHEAD, TURN LEFT AND GO 4.4 MILES TO THE STATION ON RIGHT.
 DL1303'
 DL1303'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1303'BRONZE DISKS SET IN CONCRETE.
 DL1303'
 DL1303'REFERENCE MARK NO. 1 IS NE OF THE STATION, AND 23 FEET E OF THE
 DL1303'CENTER OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 DL1303'SUMPTER NO. 1 1939.  REFERENCE MARK NO. 2 IS SSE OF THE STATION
 DL1303'AND 22 FEET E OF THE CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT
 DL1303'6 INCHES AND IS STAMPED SUMPTER NO. 2 1939.
 DL1303'
 DL1303'THE AZIMUTH MARK IS 52 FEET SW OF THE SW CORNER OF THE FIRST
 DL1303'HOUSE E OF STUARDS STORE AT SUMPTER, AND 81 FEET NNW OF N END OF
 DL1303'A SMALL WOODEN BRIDGE ON THE ROAD, 1 FOOT S OF THE FENCE ON N
 DL1303'SIDE OF ROAD, AND ABOUT 0.35 MILE SSE OF THE STATION.  THE MARK
 DL1303'PROJECTS 9 INCHES AND IS STAMPED SUMPTER 1939.
 DL1303'
 DL1303'TO REACH THE AZIMUTH MARK FROM THE STATION GO S 0.25 MILE TO
 DL1303'STUARDS STORE AND TURN LEFT, E, AND GO 0.1 MILE TO THE MARK ON
 DL1303'THE LEFT.
 DL1303'
 DL1303'A 116-FOOT TOWER IS NEEDED TO CLEAR THE TREES IN THE GENERAL
 DL1303'VICINITY TOWARD THE OTHER STATIONS.
 DL1303'
 DL1303'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DL1303
 DL1303                          STATION RECOVERY (1952)
 DL1303
 DL1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1303'THE STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 DL1303'REFERENCE MARK 1 HAD BEEN DESTROYED.  REFERENCE MARK 2 HAD BEEN
 DL1303'DISTURBED BUT WAS IN GOOD CONDITION.  FOLLOWING IS A COMPLETE
 DL1303'DESCRIPTION.
 DL1303'
 DL1303'THE STATION IS ABOUT 9 MILES SOUTH OF WARREN, 0.25 MILE NORTH
 DL1303'OF THE SUMPTER SCHOOLHOUSE, 48 FEET WEST OF THE CENTER OF A
 DL1303'GRAVELED ROAD, 43 FEET SOUTHEAST OF A 36-INCH OAK TREE, 31 FEET
 DL1303'EAST OF AN 18-INCH PINE TREE AND 23 FEET NORTH OF A 10-INCH PINE
 DL1303'TREE.
 DL1303'
 DL1303'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15
 DL1303'AND 4 IN WARREN, GO SOUTH ON HIGHWAY 15 FOR 4.8 MILES TO A GRAVELED
 DL1303'ROAD ON THE LEFT, (ABOUT 0.1 MILE NORTH OF A RAILROAD CROSSING)
 DL1303'TURN LEFT AND GO SOUTHEAST ON THE GRAVELED ROAD 4.4 MILES TO THE
 DL1303'STATION ON THE RIGHT, CONTINUE SOUTHERLY FOR 0.25 MILE TO A
 DL1303'STORE ON THE RIGHT AND A GRAVELED ROAD LEFT, TURN LEFT AND GO
 DL1303'EAST 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DL1303'
 DL1303'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1303'SUMPTER 1939.
 DL1303'
 DL1303'REFERENCE MARK 2 IS 21 FEET EAST OF THE CENTER OF THE ROAD AND 34
 DL1303'FEET WEST OF A 14-INCH PINE TREE.  THE MARK PROJECTS 6 INCHES AND
 DL1303'THE DISK IS STAMPED SUMPTER NO 2 1939.
 DL1303'
 DL1303'REFERENCE MARK 3 IS 21 FEET WEST OF A 14-INCH PINE TREE AND 11 FEET
 DL1303'NORTHEAST OF A 14-INCH PINE TREE.  THE MARK PROJECTS 6 INCHES
 DL1303'AND THE DISK IS STAMPED SUMPTER NO 3 1939.
 DL1303'
 DL1303'THE AZIMUTH MARK IS 61 FEET NORTH OF THE CENTER OF A GRAVELED
 DL1303'ROAD, 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 11
 DL1303'FEET EAST OF A POWER LINE POLE AND 3 FEET NORTH OF A FENCE.  THE
 DL1303'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED SUMPTER 1939.
 DL1303'
 DL1303'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1303
 DL1303                          STATION RECOVERY (1964)
 DL1303
 DL1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1303'THE STATION, R.M. NO. 3 AND THE AZIMUTH MARK RECOVERED AND FOUND
 DL1303'IN GOOD CONDITION.  R.M. NO. 2 HAD BEEN REMOVED AND WAS FOUND
 DL1303'LYING ON TOP OF THE GROUND.  THIS MARK WAS RESET AND THE DISK
 DL1303'WAS RESTAMPED.
 DL1303'
 DL1303'THE STATION MARK IS 45 FEET WEST OF THE CENTERLINE OF THE MAIN
 DL1303'ROAD, 31 FEET EAST OF A 30-INCH PINE TREE AND 1.4 FEET SOUTH
 DL1303'OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 DL1303'IS STAMPED SUMPTER 1939.
 DL1303'
 DL1303'R.M. NO. 3 IS SOUTHWEST OF THE STATION AND IS 20 FEET WEST-SOUTHWEST
 DL1303'OF AN 18-INCH PINE TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 DL1303'IS STAMPED SUMPTER NO 3 1939.
 DL1303'
 DL1303'R.M. NO. 4 IS SOUTHEAST ACROSS THE ROAD FROM THE STATION, 34 FEET
 DL1303'EAST OF THE CENTERLINE OF MAIN ROAD, 22 FEET SOUTH OF CENTERLINE
 DL1303'OF A PRIVATE ROAD AND 15 FEET WEST OF A 12-INCH PINE TREE.
 DL1303'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED SUMPTER NO 4
 DL1303'1939.
 DL1303'
 DL1303'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED BUT THIS MARK WAS NOT
 DL1303'VISABLE FROM THE GROUND AT THE STATION DUE TO TREES ON LINE.
 DL1303'
 DL1303'THE MILEAGE TO STATION FROM WARREN WAS NOT CHECKED AT TIME OF
 DL1303'RECOVERY.
 DL1303
 DL1303                          STATION RECOVERY (1965)
 DL1303
 DL1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1303'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH OF WARREN, 8 MILES
 DL1303'NORTHEAST OF HERMITAGE AND ON PROPERTY OWNED BY POTLATCH FORESTS
 DL1303'INC.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 17, T 14 S, R 9 W.
 DL1303'
 DL1303'STATION, REFERENCE MARK NUMBER 3 AND AZIMUTH MARK WERE RECOVERED
 DL1303'IN GOOD CONDITION.  REFERENCE MARK NUMBER 2 HAS BEEN RESET AND
 DL1303'STAMPED NUMBER 4.  AZIMUTH MARK WAS NOT VISIBLE FROM STATION AND
 DL1303'A NEW AZIMUTH MARK WAS ESTABLISHED.  BECAUSE OF RECENT CHANGES
 DL1303'IN ROAD SURFACING A NEW TO REACH FOLLOWS.
 DL1303'
 DL1303'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 DL1303'4 IN WARREN, GO SOUTH ON HIGHWAY 15 FOR 4.65 MILES TO A PAVED
 DL1303'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON THE PAVED ROAD FOR 3.95
 DL1303'MILES TO AZIMUTH MARK (1965), ON LEFT AS DESCRIBED.  CONTINUE
 DL1303'SOUTHEAST ON THE PAVED ROAD FOR 0.3 MILE TO STATION ON RIGHT AS
 DL1303'DESCRIBED.  THE 1939 AZIMUTH MARK IS REACHED BY CONTINUING PAST
 DL1303'STATION, STILL ON PAVED ROAD FOR 0.25 MILE TO AN ABANDONED
 DL1303'STORE ON THE RIGHT AND GRAVELED ROAD LEFT, TURN LEFT AND GO
 DL1303'EAST ON GRAVELED ROAD FOR 0.15 MILE TO AZIMUTH.
 DL1303'
 DL1303'STATION MARK IS A STANDARD STATION MARK DISK STAMPED SUMPTER
 DL1303'1939, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DL1303'ABOUT 6 INCHES.  IT IS 44 FEET WEST OF CENTER OF PAVED ROAD, 50.2
 DL1303'FEET NORTH OF A 20 INCH PINE TREE, 32.0 FEET EAST OF A 24 INCH
 DL1303'PINE TREE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 DL1303'
 DL1303'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK
 DL1303'STAMPED SUMPTER NO 3 1939 AND IS SET IN THE TOP OF A ROUND
 DL1303'CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  IT IS 20.3
 DL1303'FEET SOUTHWEST OF AN 18 INCH PINE TREE AND 4.3 FEET EAST OF A
 DL1303'6 INCH MAPLE TREE.
 DL1303'
 DL1303'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK
 DL1303'STAMPED SUMPTER NO 4 1939 AND IS SET IN THE TOP OF A SQUARE
 DL1303'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.  IT IS 34.5 FEET
 DL1303'EAST OF CENTER OF THE PAVED ROAD, 20 FEET SOUTH OF CENTER OF A
 DL1303'TRACK ROAD AND 15.5 FEET WEST OF A 14 INCH PINE TREE.
 DL1303'
 DL1303'THE NEW AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 DL1303'SUMPTER NO 2 1965 AND IS SET IN THE TOP OF A ROUND CONCRETE
 DL1303'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DL1303'65 FEET EAST OF CENTER OF A PAVED ROAD, 1.6 FEET NORTH OF A
 DL1303'FENCELINE, 15 FEET NORTHEAST OF A 20 INCH PEAR TREE, 2.8 FEET
 DL1303'NORTHEAST OF A METAL WITNESS POST AND 10 FEET SOUTH OF CENTER
 DL1303'OF A DRIVEWAY.
 DL1303'
 DL1303'THE OLD AZIMUTH MARK, NOW BLOCKED, IS A STANDARD AZIMUTH MARK
 DL1303'DISK STAMPED SUMPTER 1939 AND PROJECTS ABOUT 8 INCHES.  IT IS
 DL1303'10 FEET EAST OF A UTILITY POLE, 3.5 FEET NORTH OF A FENCELINE,
 DL1303'AND 62 FEET NORTH OF CENTER OF A GRAVELED ROAD.
 DL1303
 DL1303                          STATION RECOVERY (2004)
 DL1303
 DL1303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (KS)
 DL1303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0748 ***********************************************************************
 EH0748  DESIGNATION -  SUNFLOWER
 EH0748  PID         -  EH0748
 EH0748  STATE/COUNTY-  AR/PHILLIPS
 EH0748  USGS QUAD   -  MELLWOOD (1982)
 EH0748
 EH0748                         *CURRENT SURVEY CONTROL
 EH0748  ___________________________________________________________________
 EH0748* NAD 83(1997)-  34 11 13.26902(N)    090 54 59.58069(W)     ADJUSTED  
 EH0748* NAVD 88     -        57.894  (meters)     189.94   (feet)  ADJUSTED  
 EH0748  ___________________________________________________________________
 EH0748  X           -     -84,486.087 (meters)                     COMP
 EH0748  Y           -  -5,280,980.084 (meters)                     COMP
 EH0748  Z           -   3,563,643.575 (meters)                     COMP
 EH0748  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 EH0748  ELLIP HEIGHT-          31.41  (meters)          (09/14/99) GPS OBS
 EH0748  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EH0748  DYNAMIC HT  -          57.837 (meters)     189.75  (feet)  COMP
 EH0748  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 EH0748
 EH0748  HORZ ORDER  -  SECOND
 EH0748  VERT ORDER  -  FIRST     CLASS II
 EH0748  ELLP ORDER  -  FOURTH    CLASS I
 EH0748
 EH0748.The horizontal coordinates were established by classical geodetic methods
 EH0748.and adjusted by the National Geodetic Survey in September 1999..
 EH0748
 EH0748.The orthometric height was determined by differential leveling
 EH0748.and adjusted by the National Geodetic Survey in June 1991..
 EH0748
 EH0748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0748
 EH0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0748
 EH0748.The ellipsoidal height was determined by GPS observations
 EH0748.and is referenced to NAD 83.
 EH0748
 EH0748.The geoid height was determined by GEOID03.
 EH0748
 EH0748.The dynamic height is computed by dividing the NAVD 88
 EH0748.geopotential number by the normal gravity value computed on the
 EH0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0748.degrees latitude (g = 980.6199 gals.).
 EH0748
 EH0748.The modeled gravity was interpolated from observed gravity values.
 EH0748
 EH0748;                    North         East     Units Scale Factor Converg.
 EH0748;SPC AR S     -   569,154.519   499,864.733   MT  0.99992200   +0 36 23.0
 EH0748;SPC AR S     - 1,867,301.12  1,639,972.88   sFT  0.99992200   +0 36 23.0
 EH0748;SPC MS W     -   519,844.853   646,240.345   MT  0.99998561   -0 19 39.8
 EH0748;SPC MS W     - 1,705,524.32  2,120,206.87   sFT  0.99998561   -0 19 39.8
 EH0748;UTM  15      - 3,784,854.572   691,995.118   MT  1.00005441   +1 10 15.7
 EH0748
 EH0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0748!SPC AR S     -   0.99999507  x   0.99992200  =   0.99991707
 EH0748!SPC MS W     -   0.99999507  x   0.99998561  =   0.99998068
 EH0748!UTM  15      -   0.99999507  x   1.00005441  =   1.00004948
 EH0748
 EH0748:                Primary Azimuth Mark                     Grid Az
 EH0748:SPC AR S     -  STOVALL RAD STA KLT 74 75 MAST           062 32 09.4
 EH0748:SPC MS W     -  STOVALL RAD STA KLT 74 75 MAST           063 28 12.2
 EH0748:UTM  15      -  STOVALL RAD STA KLT 74 75 MAST           061 58 16.7
 EH0748
 EH0748|---------------------------------------------------------------------|
 EH0748| PID    Reference Object                     Distance      Geod. Az  |
 EH0748|                                                           dddmmss.s |
 EH0748| EH2773 STOVALL RAD STA KLT 74 75 MAST      APPROX.22.9 KM 0630832.4 |
 EH0748| EH0749 SUNFLOWER RM 1                       26.596 METERS 10557     |
 EH0748| EH0751 SUNFLOWER AZ MK                     APPROX. 1.2 KM 2192711.0 |
 EH0748| EH0750 SUNFLOWER RM 2                       25.789 METERS 24829     |
 EH0748|---------------------------------------------------------------------|
 EH0748
 EH0748                          SUPERSEDED SURVEY CONTROL
 EH0748
 EH0748  NAD 83(1997)-  34 11 13.26984(N)    090 54 59.58036(W) AD(       ) 2
 EH0748  NAD 83(1986)-  34 11 13.27680(N)    090 54 59.57581(W) AD(       ) 2
 EH0748  NAD 27      -  34 11 12.89797(N)    090 54 59.18570(W) AD(       ) 2
 EH0748  NGVD 29 (??/??/??)   57.957  (m)          190.15   (f) ADJUSTED    1 2
 EH0748
 EH0748.Superseded values are not recommended for survey control.
 EH0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0748.See file dsdata.txt to determine how the superseded data were derived.
 EH0748
 EH0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9199584855(NAD 83)
 EH0748_MARKER: DS = TRIANGULATION STATION DISK
 EH0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH0748_STAMPING: SUNFLOWER 1964
 EH0748_MARK LOGO: CGS   
 EH0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0748+STABILITY: SURFACE MOTION
 EH0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0748+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH0748
 EH0748  HISTORY     - Date     Condition        Report By
 EH0748  HISTORY     - 1965     MONUMENTED       CGS
 EH0748  HISTORY     - 1976     GOOD             NGS
 EH0748  HISTORY     - 1979     GOOD             DOD
 EH0748  HISTORY     - 1985     GOOD             NGS
 EH0748  HISTORY     - 1985     GOOD             NGS
 EH0748  HISTORY     - 20030401 GOOD             USACE
 EH0748
 EH0748                          STATION DESCRIPTION
 EH0748
 EH0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH0748'STATION IS 9 MILES SOUTHWEST OF ELAINE AND 3 MILES SOUTHEAST
 EH0748'OF MELLWOOD.  IT IS ON A LEVEE WHICH IS CONTROLLED BY THE
 EH0748'LEVEE BOARD.
 EH0748'
 EH0748'TO REACH THE STATION FROM THE CROSSROAD IN MELLWOOD JUST
 EH0748'EAST OF THE RAILROAD DEPOT, GO EAST ON A GRAVEL ROAD FOR
 EH0748'0.55 MILE TO THE TOP OF A LEVEE.  TURN RIGHT AND GO 2.6
 EH0748'MILES SOUTHEAST ON THE LEVEE ROAD TO A CROSSROAD AND THE
 EH0748'STATION ON THE LEFT.
 EH0748'
 EH0748'STATION MARKS ARE STANDARD DISKS STAMPED SUNFLOWER 1964.
 EH0748'THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 EH0748'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EH0748'IT IS 18 FEET NORTH OF AN EAST-WEST FENCE, 19 FEET NORTHEAST
 EH0748'OF A METAL WITNESS POST, 35 FEET EAST OF THE CENTER OF A
 EH0748'WIRE GATE, 29 FEET NORTH OF THE CENTER OF A TRACK ROAD AND
 EH0748'74 FEET EAST OF THE CROSSROAD.  THE UNDERGROUND DISK IS SET
 EH0748'IN AN IRREGRULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 EH0748'OF THE GROUND.
 EH0748'
 EH0748'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SUNFLOWER NO
 EH0748'1 1964, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 EH0748'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 48
 EH0748'FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 102 FEET
 EH0748'EAST OF THE METAL WITNESS POST.
 EH0748'
 EH0748'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SUNFLOWER NO
 EH0748'2 1964, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 EH0748'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13 FEET
 EH0748'EAST OF THE CENTER OF THE LEVEE ROAD, 38 FEET SOUTHEAST OF
 EH0748'THE CENTER OF THE CROSSROAD AND 66 FEET SOUTHWEST OF THE METAL
 EH0748'WITNESS POST.
 EH0748'
 EH0748'AZIMUTH MARK, A STANDARD DISK STAMPED SUNFLOWER 1964, IS SET
 EH0748'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH0748'WITH THE SURFACE OF THE GROUND.  IT IS 20 FEET SOUTHEAST OF
 EH0748'THE CENTER OF THE LEVEE ROAD AND 2.5 FEET WEST OF A METAL WITNESS
 EH0748'POST.
 EH0748'
 EH0748'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST
 EH0748'ON THE LEVEE ROAD FOR 0.75 MILE TO THE MARK ON THE LEFT.
 EH0748'
 EH0748'NOTE- STATION WAS ESTABLISHED IN 1964 AND OCCUPIED IN 1965.
 EH0748'
 EH0748'REFERENCE MARKS MEASURED PULLING 5 KG. TENSION.
 EH0748'
 EH0748'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 EH0748
 EH0748                          STATION RECOVERY (1976)
 EH0748
 EH0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0748'2.65 MI SE FROM MELLWOOD.
 EH0748'2.65 MILES SOUTHEAST ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL
 EH0748'ROAD AT MELLWOOD, 87.3 FEET WEST OF RM 1, 84.6 FEET NORTRHEAST OF RM
 EH0748'2, 79 FEET NORTHEAST OF THE CENTER OF INTERSECTION OF A ROAD CROSSING
 EH0748'THE LEVEE, 49 FEET SOUTH OF A EAST-WEST FENCE, 33 FEET NORTH OF THE
 EH0748'CENTER LINE OF THE LEVEE, AND SET ON TOP OF A SPUR LEVEE LEADING EAST.
 EH0748'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING +0 INCHES. ABOUT
 EH0748'LEVEL WITH GROUND.  46 FEET SOUTHEAST OF A WITNESS POST.
 EH0748
 EH0748                          STATION RECOVERY (1979)
 EH0748
 EH0748'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0748'RECOVERED IN GOOD CONDITION.
 EH0748
 EH0748                          STATION RECOVERY (1985)
 EH0748
 EH0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0748'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 EH0748'RECOVERED IN GOOD CONDITION.  IT IS IN T 6 S, R 2 S, WEST EDGE OF
 EH0748'NORTHWEST 1/4 SECTION 9.  OWNERSHIP--LACONIA DRAINAGE AND LEVEE
 EH0748'DISTRICT OF PHILLIPS COUNTY, ARKANSAS, 417 RIGHTOR STREET, HELENA
 EH0748'AR 72342. PHONE 501-338-6731.
 EH0748'
 EH0748'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 IN ELAINE,
 EH0748'GO SOUTH ON HIGHWAY 85 FOR 15.2 KM (9.45 MI), TO THE CROSSING IN
 EH0748'MELLROAD (POST OFFICE IS ACROSS TRACKS).  TURN LEFT, EAST, ON THE DIRT
 EH0748'ROAD FOR 0.87 KM (0.55 MI) TO THE LEVEE ROAD.  TURN RIGHT, SOUTHEAST,
 EH0748'ON THE LEVEE ROAD FOR 4.30 KM (2.7 MI) TO A SPUR LEVEE AND THE STATION
 EH0748'ON THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK, CONTINUE AHEAD
 EH0748'FOR 1.16 KM (0.7 MI) TO THE MARK ON THE LEFT.
 EH0748'
 EH0748'STATION MARK PROJECTS 2 CM, SLIGHTLY OFF CENTER ON THE LEVEE SPUR. IT
 EH0748'IS 29.0 METERS EAST-SOUTHEAST OF THE MAIN LEVEE CENTER, 11.8 METERS
 EH0748'SOUTHEAST OF A 25-CM TREE USED FOR A FENCE CORNER POST, 15.8 METERS
 EH0748'EAST-SOUTHEAST OF THE NORTH 1 OF 2 SAWED-OFF TELEPHONE POLE GATE
 EH0748'POSTS, AND 1.9 METERS NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST.
 EH0748'
 EH0748'REFERENCE MARK 1 PROJECTS 2 CM.  IT IS 37.4 METERS EAST-SOUTHEAST
 EH0748'OF THE TREE FENCE CORNER POST, 1.3 METERS SOUTH-SOUTHWEST OF A
 EH0748'FIBERGLASS WITNESS POST, AND 0.5 METER NORTH-NORTHEAST OF THE
 EH0748'LEVEE SPUR CENTER.
 EH0748'
 EH0748'REFERENCE MARK 2 IS FLUSH, 5.5 METERS EAST-SOUTHEAST OF THE LEVEE ROAD
 EH0748'CENTER, 0.9 METERS LOWER THAN THE ROAD, 17.3 METERS SOUTH-SOUTHWEST
 EH0748'OF THE NORTH GATE POST, 12.5 METERS SOUTH-SOUTHWEST OF THE CENTER OF
 EH0748'A RAMP ROAD ON SOUTH SIDE OF SPUR LEVEE, AND 0.2 METER
 EH0748'EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 EH0748'
 EH0748'AZIMUTH MARK PROJECTS 3 CM, IS CHIPPED BUT SOLID.  IT IS 237 METERS
 EH0748'NORTHEAST OF A MILEPOST, 6.4 METERS SOUTHEAST OF THE ROAD CENTER, 0.5
 EH0748'METER LOWER THAN THE ROAD, AND 0.3 METER NORTHEAST OF A FIBERGLASS
 EH0748'WITNESS POST.
 EH0748
 EH0748                          STATION RECOVERY (1985)
 EH0748
 EH0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0748'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 1.5 METERS (5.0 FT) NORTHEAST
 EH0748'OF A WITNESS POST.
 EH0748
 EH0748                          STATION RECOVERY (2003)
 EH0748
 EH0748'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0751 ***********************************************************************
 EH0751  DESIGNATION -  SUNFLOWER AZ MK
 EH0751  PID         -  EH0751
 EH0751  STATE/COUNTY-  AR/PHILLIPS
 EH0751  USGS QUAD   -  MELLWOOD (1982)
 EH0751
 EH0751                         *CURRENT SURVEY CONTROL
 EH0751  ___________________________________________________________________
 EH0751* NAD 83(1997)-  34 10 44.01857(N)    090 55 28.54365(W)     ADJUSTED  
 EH0751* NAVD 88     -        56.698  (meters)     186.02   (feet)  ADJUSTED  
 EH0751  ___________________________________________________________________
 EH0751  X           -     -85,235.779 (meters)                     COMP
 EH0751  Y           -  -5,281,473.571 (meters)                     COMP
 EH0751  Z           -   3,562,897.368 (meters)                     COMP
 EH0751  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 EH0751  ELLIP HEIGHT-          30.31  (meters)          (09/14/99) GPS OBS
 EH0751  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH0751  DYNAMIC HT  -          56.642 (meters)     185.83  (feet)  COMP
 EH0751  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 EH0751
 EH0751  HORZ ORDER  -  SECOND
 EH0751  VERT ORDER  -  FIRST     CLASS II
 EH0751  ELLP ORDER  -  FOURTH    CLASS I
 EH0751
 EH0751.The horizontal coordinates were established by GPS observations
 EH0751.and adjusted by the National Geodetic Survey in September 1999..
 EH0751
 EH0751.The orthometric height was determined by differential leveling
 EH0751.and adjusted by the National Geodetic Survey in June 1991..
 EH0751
 EH0751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0751
 EH0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0751
 EH0751.The ellipsoidal height was determined by GPS observations
 EH0751.and is referenced to NAD 83.
 EH0751
 EH0751.The geoid height was determined by GEOID03.
 EH0751
 EH0751.The dynamic height is computed by dividing the NAVD 88
 EH0751.geopotential number by the normal gravity value computed on the
 EH0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0751.degrees latitude (g = 980.6199 gals.).
 EH0751
 EH0751.The modeled gravity was interpolated from observed gravity values.
 EH0751
 EH0751;                    North         East     Units Scale Factor Converg.
 EH0751;SPC AR S     -   568,245.534   499,132.672   MT  0.99992164   +0 36 06.8
 EH0751;SPC AR S     - 1,864,318.89  1,637,571.11   sFT  0.99992164   +0 36 06.8
 EH0751;SPC MS W     -   518,947.867   645,493.515   MT  0.99998661   -0 19 55.8
 EH0751;SPC MS W     - 1,702,581.46  2,117,756.64   sFT  0.99998661   -0 19 55.8
 EH0751;UTM  15      - 3,783,938.300   691,271.953   MT  1.00005099   +1 09 58.6
 EH0751
 EH0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0751!SPC AR S     -   0.99999524  x   0.99992164  =   0.99991688
 EH0751!SPC MS W     -   0.99999524  x   0.99998661  =   0.99998185
 EH0751!UTM  15      -   0.99999524  x   1.00005099  =   1.00004623
 EH0751
 EH0751:                Primary Azimuth Mark                     Grid Az
 EH0751:SPC AR S     -  SUNFLOWER                                038 50 47.9
 EH0751:SPC MS W     -  SUNFLOWER                                039 46 50.5
 EH0751:UTM  15      -  SUNFLOWER                                038 16 56.1
 EH0751
 EH0751|---------------------------------------------------------------------|
 EH0751| PID    Reference Object                     Distance      Geod. Az  |
 EH0751|                                                           dddmmss.s |
 EH0751| EH0748 SUNFLOWER                           APPROX. 1.2 KM 0392654.7 |
 EH0751|---------------------------------------------------------------------|
 EH0751
 EH0751                          SUPERSEDED SURVEY CONTROL
 EH0751
 EH0751  NAD 83(1997)-  34 10 44.01890(N)    090 55 28.54380(W) AD(       ) 2
 EH0751  NAD 83(1986)-  34 10 44.02692(N)    090 55 28.53887(W) AD(       ) 2
 EH0751  NGVD 29 (??/??/??)   56.762  (m)          186.23   (f) ADJUSTED    1 2
 EH0751
 EH0751.Superseded values are not recommended for survey control.
 EH0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0751.See file dsdata.txt to determine how the superseded data were derived.
 EH0751
 EH0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9127283938(NAD 83)
 EH0751_MARKER: DZ = AZIMUTH MARK DISK
 EH0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH0751_STAMPING: SUNFLOWER 1964
 EH0751_MARK LOGO: CGS   
 EH0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0751+STABILITY: SURFACE MOTION
 EH0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0751+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 EH0751
 EH0751  HISTORY     - Date     Condition        Report By
 EH0751  HISTORY     - 1985     MONUMENTED       NGS
 EH0751  HISTORY     - 1976     GOOD             NGS
 EH0751  HISTORY     - 1985     GOOD             NGS
 EH0751  HISTORY     - 20050412 GOOD             USACE
 EH0751
 EH0751                          STATION DESCRIPTION
 EH0751
 EH0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0751'STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTH-SOUTHWEST OF ELAINE,
 EH0751'5.2 KM (3.2 MI) SOUTHEAST OF MELLWOOD, ALONG THE MAIN LEVEE
 EH0751'PARALLELING THE MISSISSIPPI RIVER.  OWNERSHIP-LACONIA DRAINAGE
 EH0751'AND LEVEE DISTRICT OF PHILLIPS COUNTY, ARKANSAS, 417 RIGHTOR
 EH0751'STREET, HELENA AR 72342, PHONE 501-338-6731.  STATION IS
 EH0751'IN T 6 S, R 2 E, SOUTHEAST 1/4 SECTION 8.
 EH0751'
 EH0751'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 IN ELAINE,
 EH0751'GO SOUTH ON HIGHWAY 85 FOR 15.2 KM (9.45 MI) TO THE CROSSROAD IN
 EH0751'MELLWOOD (POST OFFICE IS ACROSS TRACKS). TURN LEFT, EAST, ON THE
 EH0751'DIRT ROAD FOR 0.87 KM (0.55 MI) TO THE LEVEE ROAD.  TURN RIGHT,
 EH0751'SOUTHEAST, ON THE LEVEE ROAD FOR 4.30 KM (2.7 MI) TO A SPUR LEVEE
 EH0751'AND SUNFLOWER 1965 ON THE LEFT.  CONTINUE AHEAD FOR 1.16 KM
 EH0751'(0.7 MI) TO THE STATION ON THE LEFT.
 EH0751'
 EH0751'STATION MARK, A STANDARD CGS AZIMUTH MARK DISK STAMPED---SUNFLOWER
 EH0751'1965---.  IT IS SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 EH0751'3 CM ABOVE GROUND.  IT IS 237 METERS NORTHEAST OF A MILEPOST, 6.4
 EH0751'METERS SOUTHEAST OF THE ROAD CENTER, 0.5 METER LOWER THAN THE
 EH0751'ROAD, AND 0.3 METER NORTHEAST OF A FIBERGLASS WITNESS POST.
 EH0751'
 EH0751'THIS STATION IS INTERVISIBLE WITH SUNFLOWER 1965.
 EH0751
 EH0751                          STATION RECOVERY (1976)
 EH0751
 EH0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0751'3.35 MI SE FROM MELLWOOD.
 EH0751'3.35 MILES SOUTHEAST ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL
 EH0751'ROAD AT MELLWOOD, 148 FEET WEST OF A FENCE AT THE TOE OF THE LEVEE, 20
 EH0751'FEET EAST OF THE CENTER LINE OF THE LEVEE, AND 0.15 MILE NORTH OF
 EH0751'MILEPOST 43/44 AND BENCH MARK M 221.  A DISK SET IN THE TOP OF A
 EH0751'CONCRETE POST PROJECTING +0 INCHES.  2 FEET BELOW LEVEE.
 EH0751
 EH0751                          STATION RECOVERY (1985)
 EH0751
 EH0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0751'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) EAST OF
 EH0751'A WITNESS POST.
 EH0751
 EH0751                          STATION RECOVERY (2005)
 EH0751
 EH0751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0749 ***********************************************************************
 EH0749  DESIGNATION -  SUNFLOWER RM 1
 EH0749  PID         -  EH0749
 EH0749  STATE/COUNTY-  AR/PHILLIPS
 EH0749  USGS QUAD   -  MELLWOOD (1982)
 EH0749
 EH0749                         *CURRENT SURVEY CONTROL
 EH0749  ___________________________________________________________________
 EH0749* NAD 83(1986)-  34 11 13.     (N)    090 54 59.     (W)     SCALED    
 EH0749* NAVD 88     -        57.964  (meters)     190.17   (feet)  ADJUSTED  
 EH0749  ___________________________________________________________________
 EH0749  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EH0749  DYNAMIC HT  -          57.906 (meters)     189.98  (feet)  COMP
 EH0749  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 EH0749
 EH0749  VERT ORDER  -  FIRST     CLASS II
 EH0749
 EH0749.The horizontal coordinates were scaled from a topographic map and have
 EH0749.an estimated accuracy of +/- 6 seconds.
 EH0749
 EH0749.The orthometric height was determined by differential leveling
 EH0749.and adjusted by the National Geodetic Survey in June 1991..
 EH0749
 EH0749.The geoid height was determined by GEOID03.
 EH0749
 EH0749.The dynamic height is computed by dividing the NAVD 88
 EH0749.geopotential number by the normal gravity value computed on the
 EH0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0749.degrees latitude (g = 980.6199 gals.).
 EH0749
 EH0749.The modeled gravity was interpolated from observed gravity values.
 EH0749
 EH0749;                    North         East    Units  Estimated Accuracy
 EH0749;SPC AR S     -   569,150.      499,880.      MT  (+/- 180 meters Scaled)
 EH0749
 EH0749                          SUPERSEDED SURVEY CONTROL
 EH0749
 EH0749  NGVD 29 (??/??/??)   58.027  (m)          190.38   (f) ADJUSTED    1 2
 EH0749
 EH0749.Superseded values are not recommended for survey control.
 EH0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0749.See file dsdata.txt to determine how the superseded data were derived.
 EH0749
 EH0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT920848(NAD 83)
 EH0749_MARKER: DR = REFERENCE MARK DISK
 EH0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0749_STAMPING: SUNFLOWER NO 1 1964
 EH0749_MARK LOGO: CGS   
 EH0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0749+STABILITY: SURFACE MOTION
 EH0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0749+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 EH0749
 EH0749  HISTORY     - Date     Condition        Report By
 EH0749  HISTORY     - 1964     MONUMENTED       CGS
 EH0749  HISTORY     - 1976     GOOD             NGS
 EH0749  HISTORY     - 1985     GOOD             NGS
 EH0749  HISTORY     - 20050412 GOOD             USACE
 EH0749
 EH0749                          STATION DESCRIPTION
 EH0749
 EH0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0749'2.65 MI SE FROM MELLWOOD.
 EH0749'2.65 MILES SOUTHEAST ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL
 EH0749'ROAD AT MELLWOOD, 87.3 FEET EAST OF THE STATION MARK, 40 FEET SOUTH OF
 EH0749'A EAST-WEST FENCE, 65 FEET NORTH OF A TRACK ROAD AT THE TOE OF THE
 EH0749'LEVEE, AND SET ON TOP OF A SPUR LEVEE LEADING EAST.  A DISK SET IN THE
 EH0749'TOP OF A CONCRETE POST PROJECTING +0 INCHES.  ABOUT LEVEL WITH GROUND
 EH0749'131 FEET SOUTHEAST OF A WITNESS POST.
 EH0749
 EH0749                          STATION RECOVERY (1985)
 EH0749
 EH0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0749'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 1.2 METERS (4.0 FT) SOUTH OF
 EH0749'A WITNESS POST.
 EH0749
 EH0749                          STATION RECOVERY (2005)
 EH0749
 EH0749'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0750 ***********************************************************************
 EH0750  DESIGNATION -  SUNFLOWER RM 2
 EH0750  PID         -  EH0750
 EH0750  STATE/COUNTY-  AR/PHILLIPS
 EH0750  USGS QUAD   -  MELLWOOD (1982)
 EH0750
 EH0750                         *CURRENT SURVEY CONTROL
 EH0750  ___________________________________________________________________
 EH0750* NAD 83(1986)-  34 11 13.     (N)    090 54 59.     (W)     SCALED    
 EH0750* NAVD 88     -        57.662  (meters)     189.18   (feet)  ADJUSTED  
 EH0750  ___________________________________________________________________
 EH0750  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EH0750  DYNAMIC HT  -          57.605 (meters)     188.99  (feet)  COMP
 EH0750  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 EH0750
 EH0750  VERT ORDER  -  FIRST     CLASS II
 EH0750
 EH0750.The horizontal coordinates were scaled from a topographic map and have
 EH0750.an estimated accuracy of +/- 6 seconds.
 EH0750
 EH0750.The orthometric height was determined by differential leveling
 EH0750.and adjusted by the National Geodetic Survey in June 1991..
 EH0750
 EH0750.The geoid height was determined by GEOID03.
 EH0750
 EH0750.The dynamic height is computed by dividing the NAVD 88
 EH0750.geopotential number by the normal gravity value computed on the
 EH0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0750.degrees latitude (g = 980.6199 gals.).
 EH0750
 EH0750.The modeled gravity was interpolated from observed gravity values.
 EH0750
 EH0750;                    North         East    Units  Estimated Accuracy
 EH0750;SPC AR S     -   569,150.      499,880.      MT  (+/- 180 meters Scaled)
 EH0750
 EH0750                          SUPERSEDED SURVEY CONTROL
 EH0750
 EH0750  NGVD 29 (??/??/??)   57.726  (m)          189.39   (f) ADJUSTED    1 2
 EH0750
 EH0750.Superseded values are not recommended for survey control.
 EH0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0750.See file dsdata.txt to determine how the superseded data were derived.
 EH0750
 EH0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT920848(NAD 83)
 EH0750_MARKER: DR = REFERENCE MARK DISK
 EH0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0750_STAMPING: SUNFLOWER NO 2 1964
 EH0750_MARK LOGO: CGS   
 EH0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0750+STABILITY: SURFACE MOTION
 EH0750
 EH0750  HISTORY     - Date     Condition        Report By
 EH0750  HISTORY     - 1964     MONUMENTED       CGS
 EH0750  HISTORY     - 1976     GOOD             NGS
 EH0750  HISTORY     - 1979     GOOD             DOD
 EH0750  HISTORY     - 1985     GOOD             NGS
 EH0750  HISTORY     - 20050412 MARK NOT FOUND   USACE
 EH0750
 EH0750                          STATION DESCRIPTION
 EH0750
 EH0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0750'2.65 MI SE FROM MELLWOOD.
 EH0750'2.6 MILES SOUTHEAST ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD
 EH0750'AT MELLWOOD, 84.6 FEET SOUTHWEST OF THE STATION MARK, 36 FEET
 EH0750'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A ROAD CROSSING THE
 EH0750'LEVEE, AND 17 FEET EAST OF THE CENTER LINE OF THE LEVEE.  A DISK SET
 EH0750'IN THE TOP OF A CONCRETE POST PROJECTING +0 INCHES.  ABOUT LEVEL WITH
 EH0750'GROUND 2 FEET BELOW LEVEE 73 FEET SOUTH OF A WITNESS POST.
 EH0750
 EH0750                          STATION RECOVERY (1979)
 EH0750
 EH0750'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0750'RECOVERED IN GOOD CONDITION.
 EH0750
 EH0750                          STATION RECOVERY (1985)
 EH0750
 EH0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0750'RECOVERD IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) EAST OF A
 EH0750'WITNESS POST.
 EH0750
 EH0750                          STATION RECOVERY (2005)
 EH0750
 EH0750'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1866 ***********************************************************************
 FF1866  DESIGNATION -  SUNNY
 FF1866  PID         -  FF1866
 FF1866  STATE/COUNTY-  AR/WHITE
 FF1866  USGS QUAD   -  LETONA (1962)
 FF1866
 FF1866                         *CURRENT SURVEY CONTROL
 FF1866  ___________________________________________________________________
 FF1866* NAD 83(1997)-  35 16 08.32082(N)    091 48 01.96515(W)     ADJUSTED  
 FF1866* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 FF1866  ___________________________________________________________________
 FF1866  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 FF1866  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1866
 FF1866  HORZ ORDER  -  SECOND
 FF1866
 FF1866.The horizontal coordinates were established by classical geodetic methods
 FF1866.and adjusted by the National Geodetic Survey in September 1999..
 FF1866
 FF1866.The orthometric height was scaled from a topographic map.
 FF1866
 FF1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1866
 FF1866.The geoid height was determined by GEOID03.
 FF1866
 FF1866;                    North         East     Units Scale Factor Converg.
 FF1866;SPC AR N     -   103,820.050   418,147.117   MT  0.99995098   +0 06 57.8
 FF1866;SPC AR N     -   340,616.28  1,371,871.00   sFT  0.99995098   +0 06 57.8
 FF1866;UTM  15      - 3,903,531.788   609,095.477   MT  0.99974667   +0 41 33.5
 FF1866
 FF1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1866!SPC AR N     -   0.99997964  x   0.99995098  =   0.99993062
 FF1866!UTM  15      -   0.99997964  x   0.99974667  =   0.99972632
 FF1866
 FF1866:                Primary Azimuth Mark                     Grid Az
 FF1866:SPC AR N     -  SEARCY ARK PWR LT RAD STA MAST           095 19 17.9
 FF1866:UTM  15      -  SEARCY ARK PWR LT RAD STA MAST           094 44 42.2
 FF1866
 FF1866|---------------------------------------------------------------------|
 FF1866| PID    Reference Object                     Distance      Geod. Az  |
 FF1866|                                                           dddmmss.s |
 FF1866| FF1844 SEARCY ARK PWR LT RAD STA MAST      APPROX. 4.9 KM 0952615.7 |
 FF1866| FF1854 SEARCY FEDERAL COMPRESS E TANK      APPROX. 7.3 KM 1132355.7 |
 FF1866| FF1856 SEARCY FEDERAL COMPRESS W TANK      APPROX. 7.1 KM 1133416.8 |
 FF1866| CI3342 SUNNY RM 1                           18.963 METERS 11643     |
 FF1866| FF1858 SEARCY NAT GAS P L AMERICA TWR      APPROX. 7.3 KM 1591800.4 |
 FF1866| CI3341 SUNNY AZ MK                                        1815114.0 |
 FF1866| CI3343 SUNNY RM 2                           20.528 METERS 26045     |
 FF1866| FF1867 SEARCY MORRIS SCH FOR BOYS TK       APPROX. 5.9 KM 2754519.1 |
 FF1866|---------------------------------------------------------------------|
 FF1866
 FF1866                          SUPERSEDED SURVEY CONTROL
 FF1866
 FF1866  NAD 83(1986)-  35 16 08.33152(N)    091 48 01.96401(W) AD(       ) 2
 FF1866  NAD 27      -  35 16 08.02870(N)    091 48 01.45660(W) AD(       ) 2
 FF1866
 FF1866.Superseded values are not recommended for survey control.
 FF1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1866.See file dsdata.txt to determine how the superseded data were derived.
 FF1866
 FF1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0909503532(NAD 83)
 FF1866_MARKER: DS = TRIANGULATION STATION DISK
 FF1866_SETTING: 66 = SET IN ROCK OUTCROP
 FF1866
 FF1866  HISTORY     - Date     Condition        Report By
 FF1866  HISTORY     - 1962     MONUMENTED       CGS
 FF1866  HISTORY     - 1967     GOOD             CGS
 FF1866  HISTORY     - 1969     GOOD             CGS
 FF1866
 FF1866                          STATION DESCRIPTION
 FF1866
 FF1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1866'THE STATION IS ABOUT 4 MILES WEST OF SEARCY, 2-1/4 MILES
 FF1866'SOUTHWEST OF SUNNY HILL, ON THE SUMMIT OF A PARTIALLY TIMBERED
 FF1866'HILL, NEAR THE NORTHWEST CORNER OF SECTION 6, T 7 N, R 7 W,
 FF1866'ON PROPERTY OWNED BY MR. TOM EDWARDS.
 FF1866'
 FF1866'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67C
 FF1866'AND STATE HIGHWAY 36, AT E. MAIN AND PLEASURE STREETS, IN
 FF1866'SEARCY, GO WEST ON HIGHWAY 36 FOR 3.65 MILES TO A SIDE ROAD
 FF1866'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
 FF1866'0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 FF1866'ON THE GRAVELED ROAD FOR 0.5 MILE TO A FORK.  BEAR RIGHT
 FF1866'AND GO EAST 0.2 MILE TO A BRICK HOUSE ON THE LEFT.  BEAR
 FF1866'LEFT, PASS TO THE WEST OF THE HOUSE, NORTHERLY, 0.05 MILE
 FF1866'TO A STEEL GATE AT THE NORTH SIDE OF THE HOUSE.  PASS THROUGH
 FF1866'THE GATE AND GO NORTHWEST ACROSS BARNYARD 0.05 MILE TO A
 FF1866'WIRE GATE AT THE NORTHWEST CORNER OF THE BARNYARD.  PASS
 FF1866'THROUGH THE GATE AND GO WEST AND NORTH ON A WOODS ROAD
 FF1866'0.15 MILE TO AN OPEN FIELD AT THE TOP OF THE RIDGE.  BEAR
 FF1866'LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE FIELD, THEN
 FF1866'NORTH ALONG THE WEST SIDE OF THE FIELD FOR 0.15 MILE TO
 FF1866'THE NORTHWEST CORNER OF THE FIELD.  BEAR LEFT AND GO WEST ON A
 FF1866'TRACK ROAD, ALONG THE TOP OF THE RIDGE, 0.1 MILE TO THE
 FF1866'STATION, 32 FEET EAST OF A NORTH-SOUTH FENCE WHICH
 FF1866'CROSSES THE RIDGE.
 FF1866'
 FF1866'STATION MARK IS A STANDARD DISK STAMPED SUNNY 1962, CEMENTED
 FF1866'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE.
 FF1866'IT IS 31.5 FEET EAST OF A METAL WITNESS POST IN A FENCE
 FF1866'LINE AND 13 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 FF1866'NO UNDERGROUND MARK WAS ESTABLISHED.
 FF1866'
 FF1866'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SUNNY NO 1
 FF1866'1962, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FF1866'WHICH PROJECTS 3 INCHES.  IT IS 91 FEET EAST OF THE METAL
 FF1866'WITNESS POST AND 50 FEET SOUTH OF THE CENTER OF THE TRACK
 FF1866'ROAD.
 FF1866'
 FF1866'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SUNNY NO 2
 FF1866'1962, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FF1866'FLUSH WITH THE SURFACE.  IT IS 37 FEET SOUTHWEST OF THE
 FF1866'METAL WITNESS POST.
 FF1866'
 FF1866'AZIMUTH MARK IS A STANDARD DISK STAMPED SUNNY 1962, SET
 FF1866'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 FF1866'37 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 3.4 FEET
 FF1866'NORTH OF A METAL WITNESS POST AND 1.5 FEET NORTHWEST OF
 FF1866'A POWER POLE.
 FF1866'
 FF1866'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FF1866'
 FF1866'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FF1866
 FF1866                          STATION RECOVERY (1967)
 FF1866
 FF1866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1866'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FF1866'THE 1962 DESCRIPTION IS ADEQUATE.
 FF1866
 FF1866                          STATION RECOVERY (1969)
 FF1866
 FF1866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RAP)
 FF1866'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FF1866'1962 DESCRIPTION IS ENTIRELY ADEQUATE.
 FF1866'
 FF1866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF1866'4 MILES WEST OF SEARCY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1104 ***********************************************************************
 DK1104  DESIGNATION -  SUNNYSIDE 32 BOLT
 DK1104  PID         -  DK1104
 DK1104  STATE/COUNTY-  AR/CHICOT
 DK1104  USGS QUAD   -  RED LEAF (1970)
 DK1104
 DK1104                         *CURRENT SURVEY CONTROL
 DK1104  ___________________________________________________________________
 DK1104* NAD 83(1986)-  33 17 16.     (N)    091 10 25.     (W)     SCALED    
 DK1104* NAVD 88     -        37.54   (+/-2cm)     123.2    (feet)  VERTCON   
 DK1104  ___________________________________________________________________
 DK1104  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1104
 DK1104  VERT ORDER  -  ? (See Below)
 DK1104
 DK1104.The horizontal coordinates were scaled from a topographic map and have
 DK1104.an estimated accuracy of +/- 6 seconds.
 DK1104
 DK1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1104.The vertical order pertains to the NGVD 29 superseded value.
 DK1104
 DK1104.The geoid height was determined by GEOID03.
 DK1104
 DK1104;                    North         East    Units  Estimated Accuracy
 DK1104;SPC AR S     -   469,200.      476,980.      MT  (+/- 180 meters Scaled)
 DK1104
 DK1104                          SUPERSEDED SURVEY CONTROL
 DK1104
 DK1104  NGVD 29 (??/??/??)   37.602  (m)          123.37   (f) ADJUSTED    ?  
 DK1104
 DK1104.Superseded values are not recommended for survey control.
 DK1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1104.See file dsdata.txt to determine how the superseded data were derived.
 DK1104
 DK1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS700846(NAD 83)
 DK1104_MARKER: B = BOLT
 DK1104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1104_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1104
 DK1104  HISTORY     - Date     Condition        Report By
 DK1104  HISTORY     - UNK      MONUMENTED       DOD
 DK1104  HISTORY     - 1934     GOOD             CGS
 DK1104
 DK1104                          STATION DESCRIPTION
 DK1104
 DK1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1104'4.4 MI S FROM VAUCLUSE LANDING.
 DK1104'4.4 MILES SOUTH ALONG THE LEVEE FROM VAUCLUSE LANDING, CHICOT COUNTY,
 DK1104'ABOUT 0.6 MILE SOUTHWEST OF SUNNYSIDE LANDING, ABOUT 1,400 FEET WEST
 DK1104'OF THE LEVEE, ABOUT 1,700 FEET WEST OF THE CROSSING OF A PIPE LINE,
 DK1104'ABOUT 90 FEET NORTHEAST OF A BLAZED 48-INCH BURNT SNAG, ABOUT 75 FEET
 DK1104'NORTHWEST OF A BLAZED 48-INCH COTTONWOOD TREE, ABOUT 30 FEET NORTH OF
 DK1104'THE EDGE OF A SLOUGH, AND ON THE NORTH SIDE OF AN OLD EAST-AND-WEST
 DK1104'3-FOOT PLANTATION LEVEE.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE
 DK1104'SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 DK1104'PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1105 ***********************************************************************
 DK1105  DESIGNATION -  SUNNYSIDE 32 CAP
 DK1105  PID         -  DK1105
 DK1105  STATE/COUNTY-  AR/CHICOT
 DK1105  USGS QUAD   -  RED LEAF (1970)
 DK1105
 DK1105                         *CURRENT SURVEY CONTROL
 DK1105  ___________________________________________________________________
 DK1105* NAD 83(1986)-  33 17 16.     (N)    091 10 25.     (W)     SCALED    
 DK1105* NAVD 88     -        38.74   (+/-2cm)     127.1    (feet)  VERTCON   
 DK1105  ___________________________________________________________________
 DK1105  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1105
 DK1105  VERT ORDER  -  ? (See Below)
 DK1105
 DK1105.The horizontal coordinates were scaled from a topographic map and have
 DK1105.an estimated accuracy of +/- 6 seconds.
 DK1105
 DK1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1105.The vertical order pertains to the NGVD 29 superseded value.
 DK1105
 DK1105.The geoid height was determined by GEOID03.
 DK1105
 DK1105;                    North         East    Units  Estimated Accuracy
 DK1105;SPC AR S     -   469,200.      476,980.      MT  (+/- 180 meters Scaled)
 DK1105
 DK1105                          SUPERSEDED SURVEY CONTROL
 DK1105
 DK1105  NGVD 29 (??/??/??)   38.807  (m)          127.32   (f) ADJUSTED    ?  
 DK1105
 DK1105.Superseded values are not recommended for survey control.
 DK1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1105.See file dsdata.txt to determine how the superseded data were derived.
 DK1105
 DK1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS700846(NAD 83)
 DK1105_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1105
 DK1105  HISTORY     - Date     Condition        Report By
 DK1105  HISTORY     - UNK      MONUMENTED       DOD
 DK1105  HISTORY     - 1934     GOOD             CGS
 DK1105
 DK1105                          STATION DESCRIPTION
 DK1105
 DK1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1105'0.6 MI SW FROM SUNNYSIDE LANDING.
 DK1105'IS AN IRON PIPE WITH BRASS CAP ON A CONCRETE SUB-SURFACE MARKER,
 DK1105'LOCATED ON RIGHT BANK OF MISS. RIVER NEAR SUNNYSIDE LANDING, CHICOT
 DK1105'CO., ARK. 3300 FEET SOUTHWEST OF LANDING, 1400 FEET BACK OF LEVEE,
 DK1105'1700 FEET WEST OF POINT WHERE PIPE LINE CROSSES LEVEE, 30 FEET NORTH
 DK1105'OF EDGE OF SLOUGH WHICH IS THE LOWER END OF LAKE CHICOT, ON NORTH SIDE
 DK1105'OF AN OLD 3-FOOT PLANTATION LEVEE WHICH RUNS EAST AND WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1870 ***********************************************************************
 FF1870  DESIGNATION -  SUNNYVIEW
 FF1870  PID         -  FF1870
 FF1870  STATE/COUNTY-  AR/CLEBURNE
 FF1870  USGS QUAD   -  WEST PANGBURN (1992)
 FF1870
 FF1870                         *CURRENT SURVEY CONTROL
 FF1870  ___________________________________________________________________
 FF1870* NAD 83(1997)-  35 26 11.85240(N)    091 55 59.84158(W)     ADJUSTED  
 FF1870* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 FF1870  ___________________________________________________________________
 FF1870  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 FF1870  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF1870
 FF1870  HORZ ORDER  -  THIRD
 FF1870
 FF1870.The horizontal coordinates were established by classical geodetic methods
 FF1870.and adjusted by the National Geodetic Survey in September 1999..
 FF1870
 FF1870.The orthometric height was scaled from a topographic map.
 FF1870
 FF1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1870
 FF1870.The geoid height was determined by GEOID03.
 FF1870
 FF1870;                    North         East     Units Scale Factor Converg.
 FF1870;SPC AR N     -   122,402.702   406,057.001   MT  0.99993924   +0 02 19.7
 FF1870;SPC AR N     -   401,582.86  1,332,205.34   sFT  0.99993924   +0 02 19.7
 FF1870;UTM  15      - 3,921,987.543   596,821.075   MT  0.99971552   +0 37 06.7
 FF1870
 FF1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1870!SPC AR N     -   0.99996239  x   0.99993924  =   0.99990163
 FF1870!UTM  15      -   0.99996239  x   0.99971552  =   0.99967792
 FF1870
 FF1870:                Primary Azimuth Mark                     Grid Az
 FF1870:SPC AR N     -  SUNNYVIEW AZ MK                          070 35 39.3
 FF1870:UTM  15      -  SUNNYVIEW AZ MK                          070 00 52.3
 FF1870
 FF1870|---------------------------------------------------------------------|
 FF1870| PID    Reference Object                     Distance      Geod. Az  |
 FF1870|                                                           dddmmss.s |
 FF1870| CI3344 SUNNYVIEW AZ MK                                    0703759.0 |
 FF1870| CI3345 SUNNYVIEW RM 1                        8.940 METERS 07415     |
 FF1870| CI3346 SUNNYVIEW RM 2                        9.709 METERS 25919     |
 FF1870|---------------------------------------------------------------------|
 FF1870
 FF1870                          SUPERSEDED SURVEY CONTROL
 FF1870
 FF1870  NAD 83(1986)-  35 26 11.86516(N)    091 55 59.84089(W) AD(       ) 3
 FF1870  NAD 27      -  35 26 11.57700(N)    091 55 59.31400(W) AD(       ) 3
 FF1870
 FF1870.Superseded values are not recommended for survey control.
 FF1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1870.See file dsdata.txt to determine how the superseded data were derived.
 FF1870
 FF1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9682121988(NAD 83)
 FF1870_MARKER: DS = TRIANGULATION STATION DISK
 FF1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1870
 FF1870  HISTORY     - Date     Condition        Report By
 FF1870  HISTORY     - 1954     MONUMENTED       CGS
 FF1870  HISTORY     - 1967     GOOD             CGS
 FF1870
 FF1870                          STATION DESCRIPTION
 FF1870
 FF1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1870'THE STATION IS ABOUT 6-1/4 MILES EAST AND 3-1/2 MILES SOUTH
 FF1870'OF HEBER SPRINGS, 1-1/2 MILES SOUTH OF THE LITTLE RED RIVER,
 FF1870'IN SEC. 2 T 9 N, R 9 W.  IT IS 32 FEET NORTH OF THE CENTER
 FF1870'OF STATE HIGHWAY 16, 5 FEET SOUTHEAST OF A 4 X 4 INCH WHITE
 FF1870'WITNESS POST AND 4 FEET SOUTH OF A FENCE.
 FF1870'
 FF1870'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FF1870'16 AND 25 ABOUT 3 MILES SOUTH OF HEBER SPRINGS, GO EAST
 FF1870'ON HIGHWAY 16 FOR 6.35 MILES TO A T-JUNCTION AT A STORE
 FF1870'ON THE RIGHT, CONTINUE EAST FOR 0.25 MILE TO THE STATION
 FF1870'ON THE LEFT, CONTINUE EAST 0.25 MILE TO THE AZIMUTH MARK
 FF1870'ON THE RIGHT.
 FF1870'
 FF1870'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SUNNYVIEW
 FF1870'1954.
 FF1870'
 FF1870'REFERENCE MARK 1 IS 32 FEET NORTH OF THE CENTER OF THE HIGHWAY
 FF1870'AND 4 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES
 FF1870'AND THE DISK IS STAMPED SUNNYVIEW NO 1 1954.
 FF1870'
 FF1870'REFERENCE MARK 2 IS 32 FEET NORTH OF THE CENTER OF THE HIGHWAY
 FF1870'AND 4 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES
 FF1870'AND THE DISK IS STAMPED SUNNYVIEW NO 2 1954.
 FF1870'
 FF1870'THE AZIMUTH MARK IS 49 FEET NORTHWEST OF THE NORTHWEST CORNER
 FF1870'OF THE R.U. MARSHALL FARMHOUSE, 25 FEET SOUTHEAST OF THE
 FF1870'CENTER OF THE HIGHWAY, 2 FEET NORTHWEST OF A FENCE AND 2
 FF1870'FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK
 FF1870'PROJECTS 6 INCHES AND THE DISK IS STAMPED SUNNYVIEW 1954.
 FF1870
 FF1870                          STATION RECOVERY (1967)
 FF1870
 FF1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1870'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FF1870'DUE TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1870'
 FF1870'THE STATION IS LOCATED ABOUT 6-1/4 MILES EAST AND 3-1/2
 FF1870'MILES SOUTH OF HEBER SPRINGS, 1-1/2 MILES SOUTH OF LITTLE
 FF1870'RED RIVER, IN SEC. 2, T 9 N, R 9 W AND ON THE NORTH RIGHT-OF-WAY
 FF1870'OF STATE HIGHWAY 16.
 FF1870'
 FF1870'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25 ABOUT
 FF1870'3 MILES SOUTH OF HEBER SPRINGS, GO EAST ON STATE HIGHWAY
 FF1870'16 FOR 6.5 MILES TO A SIDE ROAD RIGHT AND STAGGS GROCERY
 FF1870'STORE ON THE RIGHT.  CONTINUE AHEAD AND GO EAST ON THE HIGHWAY
 FF1870'FOR 0.25 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 FF1870'AZIMUTH MARK FROM THE STATION, GO EAST ON THE HIGHWAY FOR
 FF1870'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AT THE HOME OF
 FF1870'R.U. MARSHALL.
 FF1870'
 FF1870'STATION MARK IS A STANDARD DISK, STAMPED SUNNYVIEW 1954,
 FF1870'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 FF1870'SURFACE.  IT IS 106 FEET EAST OF THE CENTER OF A DRIVEWAY
 FF1870'LEADING NORTH, 97 FEET EAST OF A TELEPHONE POLE, 65 FEET
 FF1870'EAST OF A FENCE CORNER, 33 FEET NORTH OF THE CENTER OF STATE
 FF1870'HIGHWAY 16, 5 FEET SOUTH OF A FENCE AND 0.5 FEET NORTH OF
 FF1870'A METAL WITNESS POST.
 FF1870'
 FF1870'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SUNNYVIEW NO
 FF1870'1 1954, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 FF1870'3 INCHES.  IT IS 135 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 FF1870'95 FEET EAST OF THE FENCE CORNER, 34 FEET NORTH OF THE CENTER
 FF1870'OF THE HIGHWAY, 3 FEET SOUTH OF THE FENCE AND 1 FOOT NORTH
 FF1870'OF A METAL WITNESS POST.
 FF1870'
 FF1870'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SUNNYVIEW NO
 FF1870'2 1954, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 FF1870'THE GROUND SURFACE.  IT IS 73 FEET EAST OF THE CENTER OF
 FF1870'THE DRIVEWAY, 32 FEET EAST OF THE FENCE CORNER, 31 FEET
 FF1870'NORTH OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTH OF THE
 FF1870'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FF1870'
 FF1870'AZIMUTH MARK IS A STANDARD DISK, STAMPED SUNNYVIEW 1954,
 FF1870'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 FF1870'IT IS 49 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOME
 FF1870'OF R.U. MARSHALL, 25 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 FF1870'12 FEET EAST OF THE CENTER OF A DRIVEWAY, 2 FEET WEST OF
 FF1870'A WITNESS POST AND IN THE NORTHWEST CORNER OF MR. MARSHALL
 FF1870'YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1050 ***********************************************************************
 GE1050  DESIGNATION -  SUPPLY
 GE1050  PID         -  GE1050
 GE1050  STATE/COUNTY-  AR/RANDOLPH
 GE1050  USGS QUAD   -  SUPPLY (1968)
 GE1050
 GE1050                         *CURRENT SURVEY CONTROL
 GE1050  ___________________________________________________________________
 GE1050* NAD 83(1997)-  36 29 54.04346(N)    090 51 17.67660(W)     ADJUSTED  
 GE1050* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 GE1050  ___________________________________________________________________
 GE1050  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GE1050  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GE1050
 GE1050  HORZ ORDER  -  THIRD
 GE1050
 GE1050.The horizontal coordinates were established by classical geodetic methods
 GE1050.and adjusted by the National Geodetic Survey in September 1999..
 GE1050
 GE1050.The orthometric height was scaled from a topographic map.
 GE1050
 GE1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1050
 GE1050.The geoid height was determined by GEOID03.
 GE1050
 GE1050;                    North         East     Units Scale Factor Converg.
 GE1050;SPC AR N     -   240,800.732   502,596.206   MT  1.00006314   +0 39 58.8
 GE1050;SPC AR N     -   790,027.07  1,648,934.39   sFT  1.00006314   +0 39 58.8
 GE1050;SPC MO E     -    73,844.778   218,204.591   MT  0.99994578   -0 12 40.0
 GE1050;UTM  15      - 4,041,364.267   692,121.418   MT  1.00005478   +1 16 34.6
 GE1050
 GE1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1050!SPC AR N     -   0.99998460  x   1.00006314  =   1.00004774
 GE1050!SPC MO E     -   0.99998460  x   0.99994578  =   0.99993038
 GE1050!UTM  15      -   0.99998460  x   1.00005478  =   1.00003938
 GE1050
 GE1050:                Primary Azimuth Mark                     Grid Az
 GE1050:SPC AR N     -  SUPPLY AZ MK                             006 56 03.1
 GE1050:SPC MO E     -  SUPPLY AZ MK                             007 48 41.9
 GE1050:UTM  15      -  SUPPLY AZ MK                             006 19 27.3
 GE1050
 GE1050|---------------------------------------------------------------------|
 GE1050| PID    Reference Object                     Distance      Geod. Az  |
 GE1050|                                                           dddmmss.s |
 GE1050| CI5604 SUPPLY AZ MK                                       0073601.9 |
 GE1050| CI5605 SUPPLY RM 1                          18.740 METERS 06546     |
 GE1050| CI5606 SUPPLY RM 2                          22.110 METERS 19410     |
 GE1050|---------------------------------------------------------------------|
 GE1050
 GE1050                          SUPERSEDED SURVEY CONTROL
 GE1050
 GE1050  NAD 83(1986)-  36 29 54.05007(N)    090 51 17.67669(W) AD(       ) 3
 GE1050  NAD 27      -  36 29 53.82880(N)    090 51 17.23830(W) AD(       ) 3
 GE1050
 GE1050.Superseded values are not recommended for survey control.
 GE1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1050.See file dsdata.txt to determine how the superseded data were derived.
 GE1050
 GE1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9212141364(NAD 83)
 GE1050_MARKER: DS = TRIANGULATION STATION DISK
 GE1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1050+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 GE1050
 GE1050  HISTORY     - Date     Condition        Report By
 GE1050  HISTORY     - 1956     MONUMENTED       CGS
 GE1050  HISTORY     - 20020914 GOOD             USACE
 GE1050
 GE1050                          STATION DESCRIPTION
 GE1050
 GE1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE1050'THE STATION IS ALONG THE MISSOURI-ARKANSAS STATE LINE, ABOUT
 GE1050'6 MILES NORTH-NORTHEAST OF MAYNARD, IN THE NORTHEAST QUARTER OF
 GE1050'SECTION 4, T 21 N, R 2 E.
 GE1050'
 GE1050'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 142 AND
 GE1050'21, AND U.S. HIGHWAY 160, 3 MILES WEST OF DONIPHAN, GO SOUTHERLY
 GE1050'ON STATE ROUTE 142 AND 21 FOR 1.1 MILES TO THE POINT WHERE
 GE1050'STATE ROUTE 142 TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON STATE
 GE1050'ROUTE 21 FOR 0.55 MILE TO COUNTY ROAD A ON THE LEFT.  TURN
 GE1050'LEFT AND GO EAST AND SOUTH ON COUNTY ROAD A FOR 7.85 TO THE
 GE1050'ARKANSAS STATE LINE AND ARKANSAS STATE ROUTE 166, CONTINUE
 GE1050'SOUTHERLY ON ROUTE 166 FOR 0.5 MILE TO A Y-JUNCTION, TURN
 GE1050'RIGHT AND GO 0.25 MILE TO A T-JUNCTION, TURN RIGHT AND GO
 GE1050'NORTH AND WEST ALONG THE STATE LINE ON A GRAVEL ROAD FOR
 GE1050'0.55 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 GE1050'MARK FROM THE STATION GO NORTH ON A SIDE ROAD FOR 0.2 MILE TO
 GE1050'THE AZIMUTH ON THE RIGHT.
 GE1050'
 GE1050'STATION MARKS ARE STANDARD DISKS, STAMPED SUPPLY 1956.  THE
 GE1050'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, ROUND, CONCRETE
 GE1050'POST PROJECTING 3 INCHES.  IT IS 44 FEET SOUTH OF THE CENTERLINE
 GE1050'OF THE GRAVEL ROAD (STATE LINE), 25 FEET SOUTH OF A RIGHT-OF-WAY
 GE1050'FENCE, AND 94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 GE1050'HOUSE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2.5 FEET EAST
 GE1050'OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 GE1050'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 GE1050'
 GE1050'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SUPPLY NO 1 1956,
 GE1050'SET IN A 10 INCH ROUND, CONCRETE POST WHICH PROJECTS 2 INCHES.
 GE1050'IT IS 15 FEET SOUTH OF THE ROAD (STATE LINE), 60 FEET SOUTH
 GE1050'OF THE SOUTHEAST CORNER OF A HOUSE, AND 55 FEET SOUTHWEST OF
 GE1050'A ROAD INTERSECTION.
 GE1050'
 GE1050'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SUPPLY NO 2 1956,
 GE1050'SET IN THE TOP OF A 10 INCH, ROUND, CONCRETE POST WHICH PROJECTS
 GE1050'2 INCHES.  IT IS 42 FEET NORTHWEST OF A 22 INCH OAK TREE, AND 2
 GE1050'FEET NORTH OF THE NORTHEAST CORNER OF A SHED.
 GE1050'
 GE1050'AZIMUTH MARK IS A STANDARD DISK, STAMPED SUPPLY 1956, SET IN
 GE1050'THE TOP OF A 10 INCH, ROUND, CONCRETE POST PROJECTING 4 INCHES.
 GE1050'IT IS IN AN OLD FENCE LINE, 12 FEET EAST OF THE CENTERLINE OF THE
 GE1050'SIDE ROAD RUNNING NORTH AND SOUTH, 48 FEET EAST-NORTHEAST OF 2
 GE1050'CEDER TREES, 132 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GE1050'FRAME FARMHOUSE, AND A 4 IN X 4 IN WHITE WITNESS POST WAS PLACED
 GE1050'2 FEET NORTH OF THE MARK.
 GE1050'
 GE1050'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE1050
 GE1050                          STATION RECOVERY (2002)
 GE1050
 GE1050'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1050'HOUSE NO LONGER EXISTS AT LOCATION.
 GE1050'MARK IS IN PASTURE, FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1439 ***********************************************************************
 DL1439  DESIGNATION -  SUTTON FIRE TOWER 95 AFC
 DL1439  PID         -  DL1439
 DL1439  STATE/COUNTY-  AR/NEVADA
 DL1439  USGS QUAD   -  LANEBURG (1973)
 DL1439
 DL1439                         *CURRENT SURVEY CONTROL
 DL1439  ___________________________________________________________________
 DL1439* NAD 83(1997)-  33 37 33.10494(N)    093 22 26.80862(W)     ADJUSTED  
 DL1439* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 DL1439  ___________________________________________________________________
 DL1439  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DL1439  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1439
 DL1439  HORZ ORDER  -  THIRD
 DL1439
 DL1439.The horizontal coordinates were established by classical geodetic methods
 DL1439.and adjusted by the National Geodetic Survey in September 1999..
 DL1439
 DL1439.The orthometric height was scaled from a topographic map.
 DL1439
 DL1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1439
 DL1439.The geoid height was determined by GEOID03.
 DL1439
 DL1439;                    North         East     Units Scale Factor Converg.
 DL1439;SPC AR S     -   507,242.488   272,509.975   MT  0.99994373   -0 46 08.7
 DL1439;SPC AR S     - 1,664,178.06    894,059.81   sFT  0.99994373   -0 46 08.7
 DL1439;UTM  15      - 3,720,736.347   465,300.604   MT  0.99961484   -0 12 25.8
 DL1439
 DL1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1439!SPC AR S     -   0.99999321  x   0.99994373  =   0.99993694
 DL1439!UTM  15      -   0.99999321  x   0.99961484  =   0.99960806
 DL1439
 DL1439                          SUPERSEDED SURVEY CONTROL
 DL1439
 DL1439  NAD 83(1997)-  33 37 33.11307(N)    093 22 26.80106(W) AD(       ) 4
 DL1439  NAD 83(1986)-  33 37 33.11516(N)    093 22 26.79828(W) AD(       ) 4
 DL1439  NAD 27      -  33 37 32.70000(N)    093 22 26.17500(W) AD(       ) 3
 DL1439
 DL1439.Superseded values are not recommended for survey control.
 DL1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1439.See file dsdata.txt to determine how the superseded data were derived.
 DL1439
 DL1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6530120736(NAD 83)
 DL1439_MARKER: 57 = LOOKOUT TOWER
 DL1439
 DL1439  HISTORY     - Date     Condition        Report By
 DL1439  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1439  HISTORY     - 1950     GOOD             CGS
 DL1439
 DL1439                          STATION DESCRIPTION
 DL1439
 DL1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1439'THIS STATION IS LOCATED ABOUT 5.5 MILES WEST AND 1.75 MILES
 DL1439'NORTH OF ROSSTON, IN THE SE 1/4 OF SECTION 9, T 13 S, R 22 W,
 DL1439'ON A PROMINENT TIMBERED HILL, LOCALLY KNOWN AS COLLINS HILL.
 DL1439'IT IS A LOOKOUT TOWER OF THE ARKANSAS STATE FOREST COMMISSION,
 DL1439'UNIT 9,NO. 5, AND IS LOCALLY KNOWN AS SUTTON LOOKOUT TOWER.
 DL1439'IT IS OF ALL STEEL CONSTRUCTION AND HAS AN ENCLOSED CABIN
 DL1439'AT THE TOP.  IT IS 16.970 METERS SOUTHWEST OF TRIANGULATION
 DL1439'STATION COLLINS.
 DL1439'
 DL1439'THE BOTTOM CENTER OF THE TOWER WAS THE POINT LOCATED.
 DL1439'
 DL1439'IT IS 100 FEET HIGH.
 DL1439
 DL1439                          STATION RECOVERY (1950)
 DL1439
 DL1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1439'LOCATED ABOUT 5-1/2 MILES WEST AND 1-3/4 MILES NORTH OF ROSSTON
 DL1439'ON THE HIGHEST POINT OF A PROMINENT TIMBERED HILL LOCALLY KNOWN
 DL1439'AS COLLINS HILL.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 100
 DL1439'FEET HIGH WITH A GLASS ENCLOSED LOOKOUT CAB ON THE TOP.
 DL1439'POINT TRAVERSED TO AND OBSERVED UPON, CENTER OF BASE OF LOOKOUT
 DL1439'TOWER.
 DL1439'
 DL1439'PROBABLY THE SAME STATION AS LOOKOUT TOWER NO. 9-5, 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0873 ***********************************************************************
 GF0873  DESIGNATION -  SWAIN MOUNTAIN LOOKOUT TOWER 2
 GF0873  PID         -  GF0873
 GF0873  STATE/COUNTY-  AR/CARROLL
 GF0873  USGS QUAD   -  SANDSTONE MOUNTAIN (1976)
 GF0873
 GF0873                         *CURRENT SURVEY CONTROL
 GF0873  ___________________________________________________________________
 GF0873* NAD 83(1997)-  36 17 27.95340(N)    093 45 51.29126(W)     ADJUSTED  
 GF0873* NAVD 88     -                                                        
 GF0873  ___________________________________________________________________
 GF0873  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GF0873  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GF0873
 GF0873  HORZ ORDER  -  THIRD
 GF0873
 GF0873.The horizontal coordinates were established by classical geodetic methods
 GF0873.and adjusted by the National Geodetic Survey in September 1999..
 GF0873
 GF0873
 GF0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0873
 GF0873.The geoid height was determined by GEOID03.
 GF0873
 GF0873;                    North         East     Units Scale Factor Converg.
 GF0873;SPC AR N     -   218,625.669   241,522.176   MT  1.00001193   -1 01 35.8
 GF0873;SPC AR N     -   717,274.38    792,394.01   sFT  1.00001193   -1 01 35.8
 GF0873;UTM  15      - 4,016,507.192   431,373.597   MT  0.99965803   -0 27 08.5
 GF0873
 GF0873                          SUPERSEDED SURVEY CONTROL
 GF0873
 GF0873  NAD 83(1997)-  36 17 27.96545(N)    093 45 51.29192(W) AD(       ) 4
 GF0873  NAD 83(1997)-  36 17 27.96504(N)    093 45 51.29173(W) AD(       ) 4
 GF0873  NAD 83(1986)-  36 17 27.96488(N)    093 45 51.29204(W) AD(       ) 4
 GF0873  NAD 27      -  36 17 27.70500(N)    093 45 50.60000(W) AD(       ) 3
 GF0873
 GF0873.Superseded values are not recommended for survey control.
 GF0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0873.See file dsdata.txt to determine how the superseded data were derived.
 GF0873
 GF0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3137416507(NAD 83)
 GF0873_MARKER: 57 = LOOKOUT TOWER
 GF0873
 GF0873  HISTORY     - Date     Condition        Report By
 GF0873  HISTORY     - 1940     FIRST OBSERVED   CGS
 GF0873  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GF0873
 GF0873                          STATION DESCRIPTION
 GF0873
 GF0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0873'THIS STATION IS A LOOKOUT TOWER OF THE ARKANSAS FOREST SERVICE,
 GF0873'LOCATED ON THE HIGHEST POINT OF SWAIN MOUNTAIN, ABOUT 8 MILES
 GF0873'S OF EUREKA SPRINGS.
 GF0873'
 GF0873'THE TOWER IS OF WOOD CONSTRUCTION AND IS ABOUT 100 FEET HIGH.
 GF0873'
 GF0873'THE ENCLOSED CABIN AT THE TOP IS THE OBJECT SIGHTED UPON.
 GF0873
 GF0873                          STATION RECOVERY (1990)
 GF0873
 GF0873'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GF0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3005 ***********************************************************************
 EH3005  DESIGNATION -  SWAN RESET
 EH3005  PID         -  EH3005
 EH3005  STATE/COUNTY-  AR/JEFFERSON
 EH3005  USGS QUAD   -  CORNERSTONE (1975)
 EH3005
 EH3005                         *CURRENT SURVEY CONTROL
 EH3005  ___________________________________________________________________
 EH3005* NAD 83(1997)-  34 13 27.52082(N)    091 42 21.92091(W)     ADJUSTED  
 EH3005* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 EH3005  ___________________________________________________________________
 EH3005  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EH3005  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EH3005
 EH3005  HORZ ORDER  -  FIRST
 EH3005
 EH3005.The horizontal coordinates were established by classical geodetic methods
 EH3005.and adjusted by the National Geodetic Survey in September 1999..
 EH3005
 EH3005.The orthometric height was scaled from a topographic map.
 EH3005
 EH3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3005
 EH3005.The geoid height was determined by GEOID03.
 EH3005
 EH3005;                    North         East     Units Scale Factor Converg.
 EH3005;SPC AR S     -   572,801.277   427,079.215   MT  0.99992394   +0 09 52.2
 EH3005;SPC AR S     - 1,879,265.52  1,401,175.72   sFT  0.99992394   +0 09 52.2
 EH3005;UTM  15      - 3,787,784.577   619,178.619   MT  0.99977508   +0 43 40.2
 EH3005
 EH3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3005!SPC AR S     -   0.99999516  x   0.99992394  =   0.99991910
 EH3005!UTM  15      -   0.99999516  x   0.99977508  =   0.99977024
 EH3005
 EH3005|---------------------------------------------------------------------|
 EH3005| PID    Reference Object                     Distance      Geod. Az  |
 EH3005|                                                           dddmmss.s |
 EH3005| CY6564 SWAN RM 1                            55.180 METERS 10553     |
 EH3005| CY6566 SWAN RM 3                            35.790 METERS 13225     |
 EH3005| CY6567 SWAN RM 4                            47.195 METERS 20223     |
 EH3005| CY6565 SWAN RM 2                            53.690 METERS 21920     |
 EH3005| EH3008 LAKE DICK FARM INC WATER TANK       APPROX.12.7 KM 2825203.1 |
 EH3005| CY6563 SWAN AZ MK 2                                       3402343.7 |
 EH3005| CY6562 SWAN AZ MK                                         3470806.9 |
 EH3005|---------------------------------------------------------------------|
 EH3005
 EH3005                          SUPERSEDED SURVEY CONTROL
 EH3005
 EH3005  NAD 83(1986)-  34 13 27.52886(N)    091 42 21.91472(W) AD(       ) 1
 EH3005  NAD 27      -  34 13 27.17834(N)    091 42 21.45335(W) AD(       ) 1
 EH3005
 EH3005.Superseded values are not recommended for survey control.
 EH3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3005.See file dsdata.txt to determine how the superseded data were derived.
 EH3005
 EH3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1917987785(NAD 83)
 EH3005_MARKER: DS = TRIANGULATION STATION DISK
 EH3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3005_SP_SET: SET INTO TOP OF CONCRETE POST
 EH3005_STAMPING: SWAN 1940 1965
 EH3005_PROJECTION: RECESSED 51 CENTIMETERS
 EH3005
 EH3005  HISTORY     - Date     Condition        Report By
 EH3005  HISTORY     - 1965     MONUMENTED       CGS
 EH3005
 EH3005                          STATION DESCRIPTION
 EH3005
 EH3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3005'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED
 EH3005'IN GOOD CONDITION.  ALL OF THE OTHER MARKS WERE DESTROYED.
 EH3005'REFERENCE MARK 2 IS BEHIND A BUILDING AND NO LONGER USEABLE
 EH3005'AND IS BEING DESTROYED AT THIS TIME.  A NEW SURFACE STATION
 EH3005'WAS SET DIRECTLY OVER THE UNDERGROUND MARK.  REFERENCE MARKS
 EH3005'3, 4 AND AN AZIMUTH WERE ESTABLISHED AT THIS TIME.
 EH3005'
 EH3005'A NEW COMPLETE DESCRIPTION FOLLOWS.
 EH3005'
 EH3005'THE STATION IS ABOUT 10-1/2 MILES SOUTHEAST OF ALTHEIMER,
 EH3005'18 MILES EAST OF PINE BLUFF, JUST NORTH OF THE NORTHWEST
 EH3005'EDGE OF SWAN LAKE AND ON THE PROPERTY OF MR. J.A. MC KNIGHT.
 EH3005'
 EH3005'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79B
 EH3005'AND STATE HIGHWAY 88 JUST NORTH OF THE RAILROAD DEPOT IN
 EH3005'ALTHEIMER, GO EAST AND SOUTHEASTERLY ON HIGHWAY 88 FOR 5.75
 EH3005'MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEASTERLY ON HIGHWAY
 EH3005'88 FOR 5.1 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND
 EH3005'GO EASTERLY ON THE PAVED ROAD FOR 2.3 MILES TO THE AZIMUTH
 EH3005'MARK ON THE LEFT.  CONTINUE SOUTHEASTERLY ON THE PAVED ROAD
 EH3005'FOR 0.2 MILE TO DIRT SIDE ROAD RIGHT.  TURN RIGHT AND GO
 EH3005'SOUTHWEST ON THE DIRT ROAD FOR 0.05 MILE TO THE STATION ON
 EH3005'THE LEFT.
 EH3005'
 EH3005'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SWAN
 EH3005'1940 1965, SET IN A ROUND CONCRETE MONUMENT WHICH IS 20
 EH3005'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 64 FEET WEST
 EH3005'OF THE NORTHWEST CORNER OF A SMALL SHED, 70 FEET EAST OF
 EH3005'THE SOUTHEAST CORNER OF AN IMPLEMENT SHED, 102 FEET SOUTHEAST
 EH3005'OF THE CENTER OF THE DIRT ROAD, 118 FEET NORTHEAST OF NORTHEAST
 EH3005'CORNER OF A FRAME HOUSE AND 119 FEET NORTHWEST OF A POWER
 EH3005'POLE.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED SWAN
 EH3005'1940 SET IN A MASS OF CONCRETE WHICH IS 50 INCHES BELOW
 EH3005'THE SURFACE OF THE GROUND.
 EH3005'
 EH3005'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SWAN NO 3
 EH3005'1940 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH3005'1 INCH.  IT IS 2 FEET NORTHWEST OF A POWER POLE,46 FEET
 EH3005'NORTHEAST OF A 12 INCH LOCUST TREE AND 60 FEET SOUTH OF THE
 EH3005'SOUTHWEST CORNER OF THE SMALL SHED.
 EH3005'
 EH3005'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED SWAN NO 4
 EH3005'1940 1965, IS SET IN A CONCRETE MONUMENT WHICH PROJECTS 1
 EH3005'INCH.  IT IS 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 EH3005'58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE
 EH3005'AND 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL
 EH3005'SHED.
 EH3005'
 EH3005'AZIMUTH MARK, A STANDARD DISK STAMPED SWAN 1940 1965, IS
 EH3005'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT
 EH3005'IS 1 FOOT SOUTHEAST OF POWER POLE NO. 45, 1.5 FEET SOUTH OF
 EH3005'A METAL WITNESS POST AND 32 FEET NORTH OF THE CENTERLINE OF
 EH3005'THE PAVED ROAD.
 EH3005'
 EH3005'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3007 ***********************************************************************
 EH3007  DESIGNATION -  SWEDEN
 EH3007  PID         -  EH3007
 EH3007  STATE/COUNTY-  AR/JEFFERSON
 EH3007  USGS QUAD   -  CORNERSTONE (1975)
 EH3007
 EH3007                         *CURRENT SURVEY CONTROL
 EH3007  ___________________________________________________________________
 EH3007* NAD 83(1997)-  34 11 00.15841(N)    091 43 42.75225(W)     ADJUSTED  
 EH3007* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 EH3007  ___________________________________________________________________
 EH3007  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EH3007  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EH3007
 EH3007  HORZ ORDER  -  THIRD
 EH3007
 EH3007.The horizontal coordinates were established by classical geodetic methods
 EH3007.and adjusted by the National Geodetic Survey in September 1999..
 EH3007
 EH3007.The orthometric height was scaled from a topographic map.
 EH3007
 EH3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3007
 EH3007.The geoid height was determined by GEOID03.
 EH3007
 EH3007;                    North         East     Units Scale Factor Converg.
 EH3007;SPC AR S     -   568,255.283   425,022.559   MT  0.99992184   +0 09 07.0
 EH3007;SPC AR S     - 1,864,350.87  1,394,428.18   sFT  0.99992184   +0 09 07.0
 EH3007;UTM  15      - 3,783,219.284   617,167.028   MT  0.99976922   +0 42 52.0
 EH3007
 EH3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3007!SPC AR S     -   0.99999421  x   0.99992184  =   0.99991605
 EH3007!UTM  15      -   0.99999421  x   0.99976922  =   0.99976344
 EH3007
 EH3007:                Primary Azimuth Mark                     Grid Az
 EH3007:SPC AR S     -  SWEDEN AZ MK                             122 58 01.8
 EH3007:UTM  15      -  SWEDEN AZ MK                             122 24 16.8
 EH3007
 EH3007|---------------------------------------------------------------------|
 EH3007| PID    Reference Object                     Distance      Geod. Az  |
 EH3007|                                                           dddmmss.s |
 EH3007| CY6571 SWEDEN AZ MK                                       1230708.8 |
 EH3007| CY6572 SWEDEN RM 1                          26.190 METERS 15917     |
 EH3007| EH3008 LAKE DICK FARM INC WATER TANK       APPROX.12.7 KM 3053151.8 |
 EH3007| CY6573 SWEDEN RM 2                          25.355 METERS 33735     |
 EH3007|---------------------------------------------------------------------|
 EH3007
 EH3007                          SUPERSEDED SURVEY CONTROL
 EH3007
 EH3007  NAD 83(1986)-  34 11 00.16651(N)    091 43 42.74608(W) AD(       ) 3
 EH3007  NAD 27      -  34 10 59.81156(N)    091 43 42.28189(W) AD(       ) 3
 EH3007
 EH3007.Superseded values are not recommended for survey control.
 EH3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3007.See file dsdata.txt to determine how the superseded data were derived.
 EH3007
 EH3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1716783219(NAD 83)
 EH3007_MARKER: DS = TRIANGULATION STATION DISK
 EH3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3007
 EH3007  HISTORY     - Date     Condition        Report By
 EH3007  HISTORY     - 1965     MONUMENTED       CGS
 EH3007  HISTORY     - 1963     GOOD             CGS
 EH3007
 EH3007                          STATION DESCRIPTION
 EH3007
 EH3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3007'THE STATION IS LOCATED ABOUT 11-3/4 MILES SOUTHEAST OF ALTHEIMER,
 EH3007'3 MILES SOUTHWEST OF SWAN LAKE, 3/4 MILE SOUTH OF THE SMALL
 EH3007'VILLAGE OF SWEDEN AND IS ON THE TOP OF A LEVEE.
 EH3007'
 EH3007'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 88 AND
 EH3007'U.S. HIGHWAY 79B IN ALTHEIMER, GO SOUTH AND SOUTHEAST ON STATE
 EH3007'HIGHWAY 88 FOR 10.55 MILES TO THE SMALL VILLAGE OF CORNERSTONE AND
 EH3007'THE JUNCTION OF COUNTY ROAD NO. 54. CONTINUE SOUTH-SOUTHEAST ON
 EH3007'HIGHWAY 88 FOR 2.6 MILES TO THE SWEDEN STORE ON THE RIGHT.
 EH3007'CONTINUE ON HIGHWAY 88 FOR 0.15 MILE TO A SIDE ROAD RIGHT. TURN
 EH3007'RIGHT AND GO SOUTH ON A DIRT ROAD FOR 1.0 MILE TO A
 EH3007'T-INTERSECTION AT TOP OF LEVEE AND THE AZIMUTH MARK ON THE LEFT.
 EH3007'TURN RIGHT AND GO NORTHWEST ON THE LEVEE ROAD FOR 0.35 MILE TO
 EH3007'A FORK. KEEP RIGHT AND CONTINUE NORTHWEST ON THE LEVEE ROAD
 EH3007'FOR 0.1 MILE TO J 1627 (USED) MARK ON THE RIGHT. CONTINUE ON
 EH3007'THE LEVEE ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 EH3007'
 EH3007'STATION MARKS ARE STANDARD DISKS STAMPED SWEDEN 1965. THE SURFACE
 EH3007'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH3007'2 INCHES. IT IS 64 FEET SOUTHWEST OF A FENCE, 17 FEET NORTHEAST
 EH3007'OF THE LEVEE ROAD, 12 FEET SOUTH-SOUTHEAST OF LEVEE MARKER NO.
 EH3007'1450 AND 5 FEET SOUTHEAST OF A WITNESS POST. THE UNDERGROUND DISK
 EH3007'IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE
 EH3007'SURFACE OF THE GROUND.
 EH3007'
 EH3007'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SWEDEN NO 1 1965,
 EH3007'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 EH3007'INCH. IT IS 62 FEET SOUTHWEST OF THE FENCE AND 18 FEET NORTHWEST
 EH3007'OF THE LEVEE ROAD.
 EH3007'
 EH3007'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SWEDEN NO 2 1965,
 EH3007'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 EH3007'INCH. IT IS 13 FEET NORTHEAST OF THE LEVEE ROAD AND 2 FEET SOUTH
 EH3007'OF A WITNESS POST.
 EH3007'
 EH3007'J 1627 (USFD), A U.S. ARMY, CORPS OF ENGINEERS MARK STAMPED J
 EH3007'1627 1962, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 EH3007'WHICH PROJECTS 6 INCHES. IT IS 96 FEET NORTH OF THE CENTER OF THE
 EH3007'LEVEE ROAD, 3 FEET NORTH OF A LONE FENCE POST AND 2 FEET SOUTH
 EH3007'OF A FENCE.
 EH3007'
 EH3007'AZIMUTH MARK, A STANDARD DISK STAMPED SWEDEN 1965, IS SET IN THE
 EH3007'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH. IT
 EH3007'IS 18 FEET NORTH OF THE CENTER OF THE LEVEE ROAD, 4 FEET EAST
 EH3007'OF A FENCE CORNER AND 2 FEET WEST OF A WITNESS POST.
 EH3007'
 EH3007'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH3007
 EH3007                          STATION RECOVERY (1963)
 EH3007
 EH3007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH3007'STATION, THE AZIMUTH MARK, REFERENCE MARKS, AND J 1627 (CE) WERE
 EH3007'RECOVERED IN GOOD CONDITION.  THE ROUTE DESCRIPTION WAS
 EH3007'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1774 ***********************************************************************
 FF1774  DESIGNATION -  SWIFTON
 FF1774  PID         -  FF1774
 FF1774  STATE/COUNTY-  AR/JACKSON
 FF1774  USGS QUAD   -  SWIFTON WEST (1980)
 FF1774
 FF1774                         *CURRENT SURVEY CONTROL
 FF1774  ___________________________________________________________________
 FF1774* NAD 83(1997)-  35 49 35.25287(N)    091 07 58.81516(W)     ADJUSTED  
 FF1774* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 FF1774  ___________________________________________________________________
 FF1774  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FF1774  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF1774
 FF1774  HORZ ORDER  -  SECOND
 FF1774
 FF1774.The horizontal coordinates were established by classical geodetic methods
 FF1774.and adjusted by the National Geodetic Survey in September 1999..
 FF1774
 FF1774.The orthometric height was scaled from a topographic map.
 FF1774
 FF1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1774
 FF1774.The geoid height was determined by GEOID03.
 FF1774
 FF1774;                    North         East     Units Scale Factor Converg.
 FF1774;SPC AR N     -   165,995.743   478,337.113   MT  0.99994484   +0 30 16.2
 FF1774;SPC AR N     -   544,604.37  1,569,344.34   sFT  0.99994484   +0 30 16.2
 FF1774;UTM  15      - 3,966,309.146   668,645.258   MT  0.99995047   +1 05 35.1
 FF1774
 FF1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1774!SPC AR N     -   0.99999243  x   0.99994484  =   0.99993727
 FF1774!UTM  15      -   0.99999243  x   0.99995047  =   0.99994290
 FF1774
 FF1774|---------------------------------------------------------------------|
 FF1774| PID    Reference Object                     Distance      Geod. Az  |
 FF1774|                                                           dddmmss.s |
 FF1774| CI3357 SWIFTON RM 1                         27.060 METERS 02552     |
 FF1774| CI3358 SWIFTON RM 2                         30.078 METERS 18629     |
 FF1774| CI3356 SWIFTON AZ MK                                      3373159.6 |
 FF1774|---------------------------------------------------------------------|
 FF1774
 FF1774                          SUPERSEDED SURVEY CONTROL
 FF1774
 FF1774  NAD 83(1997)-  35 49 35.25954(N)    091 07 58.81415(W) AD(       ) 2
 FF1774  NAD 83(1986)-  35 49 35.26434(N)    091 07 58.81596(W) AD(       ) 2
 FF1774  NAD 27      -  35 49 34.99260(N)    091 07 58.36430(W) AD(       ) 2
 FF1774
 FF1774.Superseded values are not recommended for survey control.
 FF1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1774.See file dsdata.txt to determine how the superseded data were derived.
 FF1774
 FF1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6864566309(NAD 83)
 FF1774_MARKER: DS = TRIANGULATION STATION DISK
 FF1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1774
 FF1774  HISTORY     - Date     Condition        Report By
 FF1774  HISTORY     - 1954     MONUMENTED       CGS
 FF1774  HISTORY     - 1961     GOOD             CGS
 FF1774  HISTORY     - 1968     GOOD             CGS
 FF1774  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF1774
 FF1774                          STATION DESCRIPTION
 FF1774
 FF1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1774'THE STATION IS LOCATED ON THE PROPERTY OF EULA MORGAN OF LITTLE
 FF1774'ROCK, IN SECTION 30, R 1 W, T 14 N, IN THE WEST EDGE OF SWIFTON.
 FF1774'IT IS ONE BLOCK WEST OF U.S. HIGHWAY 67, 0.05 MILE SOUTHWEST
 FF1774'OF THE CENTER OF A GRAVEL ROAD AND 5 FEET NORTH OF A 4 X 4
 FF1774'INCH WHITE WITNESS POST.
 FF1774'
 FF1774'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 FF1774'THE DISK IS STAMPED SWIFTON 1954.
 FF1774'
 FF1774'REFERENCE MARK 1 IS 50 FEET SOUTHWEST OF THE CENTER OF THE
 FF1774'GRAVEL ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 FF1774'STAMPED SWIFTON NO 1 1954.
 FF1774'
 FF1774'REFERENCE MARK 2 IS 1 FOOT WEST OF A WIRE FENCE.  THE MARK
 FF1774'PROJECTS 3 INCHES AND THE DISK IS STAMPED SWIFTON NO 2 1954.
 FF1774'
 FF1774'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF A GRADED DIRT
 FF1774'ROAD AND 2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE
 FF1774'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SWIFTON 1954.
 FF1774'
 FF1774'TO REACH THE AZIMUTH MARK FROM THE GRAVEL ROAD JUST NORTHEAST
 FF1774'OF THE STATION, GO NORTHWEST ON THE GRAVEL ROAD FOR 0.4 MILE
 FF1774'TO A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO
 FF1774'0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FF1774'
 FF1774'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF1774
 FF1774                          STATION RECOVERY (1961)
 FF1774
 FF1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 FF1774'THE STATION WAS VISITED 6-8-61 AND THE STATION MARK, AZIMUTH
 FF1774'MARK, L-9-2 (USE) AND REFERENCE MARKS NO. 1 AND 2 WERE FOUND
 FF1774'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS-
 FF1774'
 FF1774'THE STATION IS LOCATED AT THE WEST EDGE OF THE VILLAGE OF
 FF1774'SWIFTON, ON PROPERTY OWNED BY EULA MORGAN OF LITTLE ROCK,
 FF1774'IN THE NORTHCENTRAL PART OF SEC. 30, R 1 W., T 14 N, 1 BLOCK
 FF1774'WEST OF U.S. HIGHWAY 67 AND ABOUT 75 YARDS SOUTH OF A GRAVELED
 FF1774'ROAD LEADING WEST FOR ONE BLOCK THEN TURNING NORTH.  IT IS 501
 FF1774'FEET WEST-NORTHWEST OF THE WEST RAIL OF THE MAIN LINE OF
 FF1774'THE MISSOURI PACIFIC RAILROAD TRACK AT THE NORTH ROAD CROSSING
 FF1774'IN SWIFTON, 185 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FF1774'RED BRICK HOUSE, 7 FEET EAST OF A FENCE LINE, 55-1/2 FEET
 FF1774'SOUTHWEST OF A 6-INCH PECAN TREE AND 1 FOOT WEST OF A METAL
 FF1774'WITNESS POST.  IT IS A STANDARD DISK, STAMPED SWIFTON 1954,
 FF1774'FLUSH WITH THE GROUND.
 FF1774'
 FF1774'REFERENCE MARK NO. 1 IS 88.78 FEET EAST-NORTHEAST OF THE
 FF1774'STATION, 8 FEET NORTHEAST OF A FENCE LINE, 56 FEET SOUTH
 FF1774'OF THE CENTER OF A GRAVELED ROAD FROM THE MIDDLE OF A CURVE,
 FF1774'25 FEET SOUTHEAST OF A 6-INCH TREE IN THE FENCE LINE, AND 1
 FF1774'FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 FF1774'STAMPED SWIFTON NO 1 1954, PROJECTING 6 INCHES.
 FF1774'
 FF1774'REFERENCE MARK NO. 2 IS 98.68 FEET SOUTH OF THE STATION,
 FF1774'91.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RED BRICK
 FF1774'HOUSE, 18.5 FEET NORTH OF A 12-INCH HICKORY TREE, 42 FEET
 FF1774'EAST OF A FORKED TREE IN THE FENCE LINE AND 1 FOOT WEST OF
 FF1774'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED SWIFTON
 FF1774'NO 2 1954, FLUSH WITH THE GROUND.
 FF1774'
 FF1774'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION,
 FF1774'ON THE SOUTH SIDE OF A FIELD ROAD, 20.5 FEET SOUTH OF THE FIELD
 FF1774'ROAD, 77 FEET SOUTHWEST OF A T FENCE CORNER, 11 FEET EAST
 FF1774'OF A 12-INCH SWEET GUM TREE, 145 FEET EAST OF THE ENTRANCE
 FF1774'TO THE FIELD TO THE SOUTH OF THE MARK, 194 FEET EAST OF THE
 FF1774'CENTER OF A WOODEN BRIDGE OVER A DITCH, AND 1 FOOT SOUTH OF
 FF1774'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED SWIFTON
 FF1774'1954, FLUSH WITH THE GROUND.
 FF1774'
 FF1774'L-9-2 (USE) IS 476.27 FEET EAST-SOUTHEAST OF THE STATION, IN
 FF1774'THE NORTHWEST ANGLE OF THE CROSSING OF THE MISSOURI PACIFIC
 FF1774'RAILROAD TRACKS IN SWIFTON, 29 FEET NORTHWEST OF THE ROAD
 FF1774'CROSSING, 16 FEET NORTH OF THE CENTER OF THE ROAD, 21.5 FEET
 FF1774'WEST OF THE WEST RAIL OF THE TRACK, 130 FEET SOUTH OF A MAIL
 FF1774'CRANE, 31 FEET NORTH OF A TELEGRAPH POLE, 30 FEET EAST OF
 FF1774'A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 FF1774'IS A STANDARD U.S. ARMY ENGINEERS TRIANGULATION DISK, STAMPED
 FF1774'L-9-2 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH
 FF1774'WITH THE GROUND.
 FF1774'
 FF1774'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVELED
 FF1774'ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.1
 FF1774'MILE TO MR. HULLETTS HOUSE ON THE RIGHT, CONTINUE WEST ON
 FF1774'FIELD ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT ON A SMALL
 FF1774'RIDGE BETWEEN THE FIELD ROAD AND THE FIELD TO THE SOUTH.
 FF1774
 FF1774                          STATION RECOVERY (1968)
 FF1774
 FF1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FF1774'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FF1774'CONDITION.
 FF1774'
 FF1774'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1774'
 FF1774'THE STATION IS LOCATED ABOUT 0.1 OF A MILE WEST OF U.S. HIGHWAY
 FF1774'67 AND AT THE WEST EDGE OF SWIFTON ON THE PROPERTY OF EULA
 FF1774'MORGAN OF LITTLE ROCK.
 FF1774'
 FF1774'TO REACH THE STATION FROM THE POST OFFICE IN SWIFTON, GO
 FF1774'WESTERLY ON THE MAIN STREET FOR 0.1 OF A MILE TO U.S. HIGHWAY 67.
 FF1774'HERE CONTINUE WESTERLY ON A GRAVELED STREET FOR 0.1 OF A
 FF1774'MILE TO A T CROSSROAD, TURN RIGHT AND GO NORTHERLY ON A
 FF1774'GRADED ROAD FOR ABOUT 0.05 OF A MILE TO THE THE STATION ON THE
 FF1774'LEFT AS DESCRIBED.
 FF1774'
 FF1774'THE STATION IS 136 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 FF1774'CENTER OF THE INTERSECTION OF THE GRADED ROAD AND A GRAVELED
 FF1774'ROAD AT POINT OF CURVE, 102 FEET NORTH-NORTHEAST OF A 24-INCH,
 FF1774'TWIN TRUNKED, BLACK MAPLE TREE, 55 FEET WEST-SOUTHWEST AND
 FF1774'ACROSS THE GRADED ROAD FROM A 12-INCH ASH TREE, 13 FEET WEST
 FF1774'OF THE APPROXIMATE CENTER OF THE GRADED ROAD, AND 1.0 FOOT
 FF1774'WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FF1774'DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE
 FF1774'MONUMENT AND THE DISK IS STAMPED SWIFTON 1954.
 FF1774'
 FF1774'REFERENCE MARK NO. 1 IS 54 FEET SOUTH OF A 24-INCH ELM TREE,
 FF1774'52 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 FF1774'INTERSECTION OF THE GRADED ROAD AND A GRAVELED ROAD AT POINT
 FF1774'OF CURVE, 19 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FF1774'GRADED ROAD, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND
 FF1774'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FF1774'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FF1774'SWIFTON NO 1 1954.
 FF1774'
 FF1774'REFERENCE MARK NO. 2 IS ACROSS THE GRADED ROAD NORTH-NORTHEAST
 FF1774'OF THE STATION, 41 FEET EAST OF A 24-INCH, TWIN TRUNKED,
 FF1774'BLACK MAPLE TREE, 24 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 FF1774'CENTER OF THE GRADED ROAD, 18 FEET NORTH-NORTHEAST OF A 16-INCH
 FF1774'PERSIMMON TREE, AND 0.9 OF A FOOT SOUTH-SOUTHWEST OF A METAL
 FF1774'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FF1774'OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 FF1774'AND THE DISK IS STAMPED SWIFTON NO 2 1954.
 FF1774'
 FF1774'DUE TO SHRUBBERY ON LINE BETWEEN THE REFERENCE MARKS, NO
 FF1774'EFFORT WAS MADE TO MEASURE BETWEEN THE MARKS.
 FF1774'
 FF1774'THE AZIMUTH MARK IS 39 FEET WEST OF A 10-INCH ELM TREE, 20
 FF1774'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRADED ROAD, 11
 FF1774'FEET EAST OF A 16-INCH SWEET GUM TREE, 1.0 FOOT WEST OF A
 FF1774'METAL WITNESS POST, AND ON A RIDGE BETWEEN THE ROAD DITCH
 FF1774'AND THE NORTH END OF A CULTIVATED FIELD.  IT IS A STANDARD
 FF1774'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 FF1774'THAT PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED SWIFTON
 FF1774'1954.
 FF1774'
 FF1774'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 FF1774'ON A GRAVELED ROAD FOR 0.35 OF A MILE TO A GRADED T ROAD LEFT,
 FF1774'TURN LEFT ON THE GRADED ROAD AND GO WESTERLY FOR 0.2 OF
 FF1774'A MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FF1774'
 FF1774'NOTE- THIS WAS NOT AN OCCUPIED STATION.
 FF1774
 FF1774                          STATION RECOVERY (2002)
 FF1774
 FF1774'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2208 ***********************************************************************
 EH2208  DESIGNATION -  T
 EH2208  PID         -  EH2208
 EH2208  STATE/COUNTY-  AR/PRAIRIE
 EH2208  USGS QUAD   -  HAZEN (1994)
 EH2208
 EH2208                         *CURRENT SURVEY CONTROL
 EH2208  ___________________________________________________________________
 EH2208* NAD 83(1986)-  34 46 48.     (N)    091 33 16.     (W)     SCALED    
 EH2208* NAVD 88     -        68.946  (meters)     226.20   (feet)  ADJUSTED  
 EH2208  ___________________________________________________________________
 EH2208  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2208  DYNAMIC HT  -          68.881 (meters)     225.99  (feet)  COMP
 EH2208  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 EH2208
 EH2208  VERT ORDER  -  FIRST     CLASS II
 EH2208
 EH2208.The horizontal coordinates were scaled from a topographic map and have
 EH2208.an estimated accuracy of +/- 6 seconds.
 EH2208
 EH2208.The orthometric height was determined by differential leveling
 EH2208.and adjusted by the National Geodetic Survey in June 1991..
 EH2208
 EH2208.The geoid height was determined by GEOID03.
 EH2208
 EH2208.The dynamic height is computed by dividing the NAVD 88
 EH2208.geopotential number by the normal gravity value computed on the
 EH2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2208.degrees latitude (g = 980.6199 gals.).
 EH2208
 EH2208.The modeled gravity was interpolated from observed gravity values.
 EH2208
 EH2208;                    North         East    Units  Estimated Accuracy
 EH2208;SPC AR S     -   634,490.      440,780.      MT  (+/- 180 meters Scaled)
 EH2208
 EH2208                          SUPERSEDED SURVEY CONTROL
 EH2208
 EH2208  NGVD 29 (??/??/??)   68.950  (m)          226.21   (f) ADJUSTED    1 2
 EH2208
 EH2208.Superseded values are not recommended for survey control.
 EH2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2208.See file dsdata.txt to determine how the superseded data were derived.
 EH2208
 EH2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU322495(NAD 83)
 EH2208_MARKER: Q = CHISELED SQUARE
 EH2208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2208_SP_SET: CULVERT
 EH2208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2208
 EH2208  HISTORY     - Date     Condition        Report By
 EH2208  HISTORY     - UNK      MONUMENTED       CGS
 EH2208  HISTORY     - 1954     GOOD             CGS
 EH2208
 EH2208                          STATION DESCRIPTION
 EH2208
 EH2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2208'1.45 MI E FROM HAZEN.
 EH2208'1.45 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2208'FROM THE STATION AT HAZEN, 4 POLES EAST OF MILEPOST 92, 6 RAILS WEST
 EH2208'OF A GROUP OF ROUND RICE STORAGE BINS, 9 FEET SOUTH OF THE SOUTH RAIL,
 EH2208'3 FEET BELOW THE TOP OF THE RAIL, ON THE TOP OF THE SOUTHWEST CORNER
 EH2208'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0469 ***********************************************************************
 GE0469  DESIGNATION -  T 1
 GE0469  PID         -  GE0469
 GE0469  STATE/COUNTY-  AR/SHARP
 GE0469  USGS QUAD   -  SITKA (1968)
 GE0469
 GE0469                         *CURRENT SURVEY CONTROL
 GE0469  ___________________________________________________________________
 GE0469* NAD 83(1986)-  36 14 34.     (N)    091 23 43.     (W)     SCALED    
 GE0469* NAVD 88     -       101.590  (meters)     333.30   (feet)  ADJUSTED  
 GE0469  ___________________________________________________________________
 GE0469  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GE0469  DYNAMIC HT  -         101.504 (meters)     333.02  (feet)  COMP
 GE0469  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GE0469
 GE0469  VERT ORDER  -  FIRST     CLASS II
 GE0469
 GE0469.The horizontal coordinates were scaled from a topographic map and have
 GE0469.an estimated accuracy of +/- 6 seconds.
 GE0469
 GE0469.The orthometric height was determined by differential leveling
 GE0469.and adjusted by the National Geodetic Survey in June 1991..
 GE0469
 GE0469.The geoid height was determined by GEOID03.
 GE0469
 GE0469.The dynamic height is computed by dividing the NAVD 88
 GE0469.geopotential number by the normal gravity value computed on the
 GE0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0469.degrees latitude (g = 980.6199 gals.).
 GE0469
 GE0469.The modeled gravity was interpolated from observed gravity values.
 GE0469
 GE0469;                    North         East    Units  Estimated Accuracy
 GE0469;SPC AR N     -   212,010.      454,360.      MT  (+/- 180 meters Scaled)
 GE0469
 GE0469                          SUPERSEDED SURVEY CONTROL
 GE0469
 GE0469  NGVD 29 (??/??/92)  101.484  (m)          332.95   (f) ADJ UNCH    1 2
 GE0469
 GE0469.Superseded values are not recommended for survey control.
 GE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0469.See file dsdata.txt to determine how the superseded data were derived.
 GE0469
 GE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA441120(NAD 83)
 GE0469_MARKER: DB = BENCH MARK DISK
 GE0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0469_SP_SET: BRIDGE
 GE0469_STAMPING: 332.952 T 1 1928
 GE0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0469
 GE0469  HISTORY     - Date     Condition        Report By
 GE0469  HISTORY     - 1928     MONUMENTED       CGS
 GE0469  HISTORY     - 1966     MARK NOT FOUND   USGS
 GE0469
 GE0469                          STATION DESCRIPTION
 GE0469
 GE0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0469'2.4 MI W FROM WILLIFORD.
 GE0469'2.4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0469'THE STATION AT WILLIFORD, BETWEEN POLES 365/38 AND 365/39, AT
 GE0469'BRIDGE NO. 365.9, IN THE TOP OF THE SOUTH END OF THE WEST
 GE0469'ABUTMENT, 8 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1.5
 GE0469'FEET BELOW THE TOP OF THE RAIL.  NOTE-- BELIEVED THAT A NEW BRIDGE
 GE0469'WAS CONSTRUCTED AND THE MARK DESTROYED.
 GE0469
 GE0469                          STATION RECOVERY (1966)
 GE0469
 GE0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GE0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1055 ***********************************************************************
 EJ1055  DESIGNATION -  T 103
 EJ1055  PID         -  EJ1055
 EJ1055  STATE/COUNTY-  AR/PERRY
 EJ1055  USGS QUAD   -  NIMROD SE (1968)
 EJ1055
 EJ1055                         *CURRENT SURVEY CONTROL
 EJ1055  ___________________________________________________________________
 EJ1055* NAD 83(1986)-  34 46 26.     (N)    093 05 05.     (W)     SCALED    
 EJ1055* NAVD 88     -       297.463  (meters)     975.93   (feet)  ADJUSTED  
 EJ1055  ___________________________________________________________________
 EJ1055  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EJ1055  DYNAMIC HT  -         297.165 (meters)     974.95  (feet)  COMP
 EJ1055  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 EJ1055
 EJ1055  VERT ORDER  -  SECOND    CLASS 0
 EJ1055
 EJ1055.The horizontal coordinates were scaled from a topographic map and have
 EJ1055.an estimated accuracy of +/- 6 seconds.
 EJ1055
 EJ1055.The orthometric height was determined by differential leveling
 EJ1055.and adjusted by the National Geodetic Survey in June 1991..
 EJ1055
 EJ1055.The geoid height was determined by GEOID03.
 EJ1055
 EJ1055.The dynamic height is computed by dividing the NAVD 88
 EJ1055.geopotential number by the normal gravity value computed on the
 EJ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1055.degrees latitude (g = 980.6199 gals.).
 EJ1055
 EJ1055.The modeled gravity was interpolated from observed gravity values.
 EJ1055
 EJ1055;                    North         East    Units  Estimated Accuracy
 EJ1055;SPC AR N     -    49,420.      300,710.      MT  (+/- 180 meters Scaled)
 EJ1055
 EJ1055                          SUPERSEDED SURVEY CONTROL
 EJ1055
 EJ1055  NGVD 29 (??/??/92)  297.441  (m)          975.85   (f) ADJ UNCH    2 0
 EJ1055
 EJ1055.Superseded values are not recommended for survey control.
 EJ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1055.See file dsdata.txt to determine how the superseded data were derived.
 EJ1055
 EJ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU922479(NAD 83)
 EJ1055_MARKER: DB = BENCH MARK DISK
 EJ1055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1055_SP_SET: BRIDGE
 EJ1055_STAMPING: T-103 1935
 EJ1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1055
 EJ1055  HISTORY     - Date     Condition        Report By
 EJ1055  HISTORY     - 1935     MONUMENTED       CGS
 EJ1055  HISTORY     - 1968     GOOD             USE
 EJ1055
 EJ1055                          STATION DESCRIPTION
 EJ1055
 EJ1055'DESCRIBED BY US ENGINEERS 1968
 EJ1055'9.4 MI SE FROM HOLLIS.
 EJ1055'7 MILES SOUTH AND 2.4 MILES EAST OF-- IN SECTION 36, TOWNSHIP 2 NORTH,
 EJ1055'RANGE 20 WEST.  TO REACH T-103 FROM THE INTERSECTION OF STATE HIGHWAYS
 EJ1055'NOS. 7 AND 314 IN HOLLIS, ARKANSAS, TAKE STATE HIGHWAY NO. 7 SOUTH FOR
 EJ1055'10.2 MILES TO A CONCRETE BRIDGE OVER MIDDLE FORK OF SALINE RIVER AND
 EJ1055'THE MARK.  MARK IS LOCATED 150 FEET NORTHWEST OF THE GARLAND-PERRY
 EJ1055'COUNTY LINE, 0.3 FOOT NORTHWEST OF THE NORTHWEST END OF THE HANDRAIL
 EJ1055'AND IN THE TOP OF THE NORTHWEST WING WALL OF A CONCRETE BRIDGE ON
 EJ1055'STATE HIGHWAY NO. 7 OVER THE MIDDLE FORK OF SALINE RIVER, AND 13.7
 EJ1055'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A USC AND GS STANDARD
 EJ1055'DISK STAMPED T-103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0656 ***********************************************************************
 FG0656  DESIGNATION -  T 106
 FG0656  PID         -  FG0656
 FG0656  STATE/COUNTY-  AR/POPE
 FG0656  USGS QUAD   -  SMYRNA (1980)
 FG0656
 FG0656                         *CURRENT SURVEY CONTROL
 FG0656  ___________________________________________________________________
 FG0656* NAD 83(1986)-  35 38 55.     (N)    092 53 22.     (W)     SCALED    
 FG0656* NAVD 88     -       532.287  (meters)    1746.34   (feet)  ADJUSTED  
 FG0656  ___________________________________________________________________
 FG0656  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG0656  DYNAMIC HT  -         531.777 (meters)    1744.67  (feet)  COMP
 FG0656  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 FG0656
 FG0656  VERT ORDER  -  SECOND    CLASS 0
 FG0656
 FG0656.The horizontal coordinates were scaled from a topographic map and have
 FG0656.an estimated accuracy of +/- 6 seconds.
 FG0656
 FG0656.The orthometric height was determined by differential leveling
 FG0656.and adjusted by the National Geodetic Survey in June 1991..
 FG0656
 FG0656.The geoid height was determined by GEOID03.
 FG0656
 FG0656.The dynamic height is computed by dividing the NAVD 88
 FG0656.geopotential number by the normal gravity value computed on the
 FG0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0656.degrees latitude (g = 980.6199 gals.).
 FG0656
 FG0656.The modeled gravity was interpolated from observed gravity values.
 FG0656
 FG0656;                    North         East    Units  Estimated Accuracy
 FG0656;SPC AR N     -   146,280.      319,460.      MT  (+/- 180 meters Scaled)
 FG0656
 FG0656                          SUPERSEDED SURVEY CONTROL
 FG0656
 FG0656  NGVD 29 (??/??/92)  532.217  (m)         1746.12   (f) ADJ UNCH    2 0
 FG0656
 FG0656.Superseded values are not recommended for survey control.
 FG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0656.See file dsdata.txt to determine how the superseded data were derived.
 FG0656
 FG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV100449(NAD 83)
 FG0656_MARKER: DB = BENCH MARK DISK
 FG0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0656_STAMPING: T 106 1935
 FG0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0656+STABILITY: SURFACE MOTION
 FG0656
 FG0656  HISTORY     - Date     Condition        Report By
 FG0656  HISTORY     - 1935     MONUMENTED       CGS
 FG0656
 FG0656                          STATION DESCRIPTION
 FG0656
 FG0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0656'3 MI E FROM SMYRNA.
 FG0656'3 MILES EAST ALONG THE LOST CORNER ROAD FROM THE POST OFFICE AT
 FG0656'SMYRNA, POPE COUNTY, 0.9 MILE WEST OF THE JUNCTION OF THE TILLY-LOST
 FG0656'CORNER ROAD, 116 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LEWIS
 FG0656'CHURCH PLACE, 23 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 33 FEET
 FG0656'NORTH OF A MAIL BOX AND A TREE, AND 2 FEET SOUTH OF THE SOUTH END OF A
 FG0656'RAIL FENCE.  STANDARD DISK, STAMPED T 106 1935 AND SET IN THE TOP OF A
 FG0656'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2119 ***********************************************************************
 EH2119  DESIGNATION -  T 107
 EH2119  PID         -  EH2119
 EH2119  STATE/COUNTY-  AR/LONOKE
 EH2119  USGS QUAD   -  LONOKE (1982)
 EH2119
 EH2119                         *CURRENT SURVEY CONTROL
 EH2119  ___________________________________________________________________
 EH2119* NAD 83(1986)-  34 47 01.     (N)    091 52 48.     (W)     SCALED    
 EH2119* NAVD 88     -        72.351  (meters)     237.37   (feet)  ADJUSTED  
 EH2119  ___________________________________________________________________
 EH2119  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH2119  DYNAMIC HT  -          72.283 (meters)     237.15  (feet)  COMP
 EH2119  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 EH2119
 EH2119  VERT ORDER  -  FIRST     CLASS II
 EH2119
 EH2119.The horizontal coordinates were scaled from a topographic map and have
 EH2119.an estimated accuracy of +/- 6 seconds.
 EH2119
 EH2119.The orthometric height was determined by differential leveling
 EH2119.and adjusted by the National Geodetic Survey in June 1991..
 EH2119
 EH2119.The geoid height was determined by GEOID03.
 EH2119
 EH2119.The dynamic height is computed by dividing the NAVD 88
 EH2119.geopotential number by the normal gravity value computed on the
 EH2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2119.degrees latitude (g = 980.6199 gals.).
 EH2119
 EH2119.The modeled gravity was interpolated from observed gravity values.
 EH2119
 EH2119;                    North         East    Units  Estimated Accuracy
 EH2119;SPC AR S     -   634,810.      410,980.      MT  (+/- 180 meters Scaled)
 EH2119
 EH2119                          SUPERSEDED SURVEY CONTROL
 EH2119
 EH2119  NGVD 29 (??/??/??)   72.364  (m)          237.41   (f) ADJUSTED    1 2
 EH2119
 EH2119.Superseded values are not recommended for survey control.
 EH2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2119.See file dsdata.txt to determine how the superseded data were derived.
 EH2119
 EH2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU024496(NAD 83)
 EH2119_MARKER: DB = BENCH MARK DISK
 EH2119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2119_SP_SET: CULVERT
 EH2119_STAMPING: T 107 1954
 EH2119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2119+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2119
 EH2119  HISTORY     - Date     Condition        Report By
 EH2119  HISTORY     - 1954     MONUMENTED       CGS
 EH2119  HISTORY     - 1967     GOOD             CGS
 EH2119  HISTORY     - 20030609 GOOD             USACE
 EH2119
 EH2119                          STATION DESCRIPTION
 EH2119
 EH2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2119'1.2 MI E FROM LONOKE.
 EH2119'IT IS 1.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2119'RAILROAD FROM THE STATION IN LONOKE, AT TRESTLE 110.4, 124 FEET SOUTH
 EH2119'OF THE SOUTH RAIL, 25 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70 AND
 EH2119'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CENTER OF THE SOUTH
 EH2119'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 EH2119
 EH2119                          STATION RECOVERY (2003)
 EH2119
 EH2119'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2186 ***********************************************************************
 EH2186  DESIGNATION -  T 108
 EH2186  PID         -  EH2186
 EH2186  STATE/COUNTY-  AR/PRAIRIE
 EH2186  USGS QUAD   -  CARLISLE (1994)
 EH2186
 EH2186                         *CURRENT SURVEY CONTROL
 EH2186  ___________________________________________________________________
 EH2186* NAD 83(1986)-  34 46 53.     (N)    091 40 01.     (W)     SCALED    
 EH2186* NAVD 88     -        72.060  (meters)     236.42   (feet)  ADJUSTED  
 EH2186  ___________________________________________________________________
 EH2186  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2186  DYNAMIC HT  -          71.993 (meters)     236.20  (feet)  COMP
 EH2186  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 EH2186
 EH2186  VERT ORDER  -  FIRST     CLASS II
 EH2186
 EH2186.The horizontal coordinates were scaled from a topographic map and have
 EH2186.an estimated accuracy of +/- 6 seconds.
 EH2186
 EH2186.The orthometric height was determined by differential leveling
 EH2186.and adjusted by the National Geodetic Survey in June 1991..
 EH2186
 EH2186.The geoid height was determined by GEOID03.
 EH2186
 EH2186.The dynamic height is computed by dividing the NAVD 88
 EH2186.geopotential number by the normal gravity value computed on the
 EH2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2186.degrees latitude (g = 980.6199 gals.).
 EH2186
 EH2186.The modeled gravity was interpolated from observed gravity values.
 EH2186
 EH2186;                    North         East    Units  Estimated Accuracy
 EH2186;SPC AR S     -   634,610.      430,490.      MT  (+/- 180 meters Scaled)
 EH2186
 EH2186                          SUPERSEDED SURVEY CONTROL
 EH2186
 EH2186  NGVD 29 (??/??/??)   72.072  (m)          236.46   (f) ADJUSTED    1 2
 EH2186
 EH2186.Superseded values are not recommended for survey control.
 EH2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2186.See file dsdata.txt to determine how the superseded data were derived.
 EH2186
 EH2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU219496(NAD 83)
 EH2186_MARKER: DB = BENCH MARK DISK
 EH2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2186_STAMPING: T 108 1954
 EH2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2186+STABILITY: SURFACE MOTION
 EH2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2186+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2186
 EH2186  HISTORY     - Date     Condition        Report By
 EH2186  HISTORY     - 1954     MONUMENTED       CGS
 EH2186  HISTORY     - 1967     GOOD             CGS
 EH2186  HISTORY     - 20030609 GOOD             USACE
 EH2186
 EH2186                          STATION DESCRIPTION
 EH2186
 EH2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2186'4.6 MI E FROM CARLISLE.
 EH2186'IT IS 4.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2186'RAILROAD FROM THE STATION IN CARLISLE, AT A PRIVATE ROAD CROSSING, AT
 EH2186'SCRESTON SIDING, 109 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EH2186'PORCH OF A WHITE FARMHOUSE, 56 FEET EAST OF THE CENTER OF THE PRIVATE
 EH2186'ROAD CROSSING, 48 FEET NORTH OF THE NORTH RAIL, 13 FEET EAST OF A
 EH2186'TELEPHONE LINE POLE, 36 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A METAL
 EH2186'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 5
 EH2186'INCHES.
 EH2186
 EH2186                          STATION RECOVERY (2003)
 EH2186
 EH2186'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2004 ***********************************************************************
 EH2004  DESIGNATION -  T 109
 EH2004  PID         -  EH2004
 EH2004  STATE/COUNTY-  AR/PRAIRIE
 EH2004  USGS QUAD   -  HAZEN (1994)
 EH2004
 EH2004                         *CURRENT SURVEY CONTROL
 EH2004  ___________________________________________________________________
 EH2004* NAD 83(1986)-  34 51 41.     (N)    091 33 55.     (W)     SCALED    
 EH2004* NAVD 88     -        65.094  (meters)     213.56   (feet)  ADJUSTED  
 EH2004  ___________________________________________________________________
 EH2004  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH2004  DYNAMIC HT  -          65.033 (meters)     213.36  (feet)  COMP
 EH2004  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 EH2004
 EH2004  VERT ORDER  -  FIRST     CLASS II
 EH2004
 EH2004.The horizontal coordinates were scaled from a topographic map and have
 EH2004.an estimated accuracy of +/- 6 seconds.
 EH2004
 EH2004.The orthometric height was determined by differential leveling
 EH2004.and adjusted by the National Geodetic Survey in June 1991..
 EH2004
 EH2004.The geoid height was determined by GEOID03.
 EH2004
 EH2004.The dynamic height is computed by dividing the NAVD 88
 EH2004.geopotential number by the normal gravity value computed on the
 EH2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2004.degrees latitude (g = 980.6199 gals.).
 EH2004
 EH2004.The modeled gravity was interpolated from observed gravity values.
 EH2004
 EH2004;                    North         East    Units  Estimated Accuracy
 EH2004;SPC AR S     -   643,520.      439,750.      MT  (+/- 180 meters Scaled)
 EH2004
 EH2004                          SUPERSEDED SURVEY CONTROL
 EH2004
 EH2004  NGVD 29 (??/??/??)   65.097  (m)          213.57   (f) ADJUSTED    1 2
 EH2004
 EH2004.Superseded values are not recommended for survey control.
 EH2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2004.See file dsdata.txt to determine how the superseded data were derived.
 EH2004
 EH2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311586(NAD 83)
 EH2004_MARKER: DB = BENCH MARK DISK
 EH2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2004_STAMPING: T 109 1954
 EH2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2004+STABILITY: SURFACE MOTION
 EH2004
 EH2004  HISTORY     - Date     Condition        Report By
 EH2004  HISTORY     - 1954     MONUMENTED       CGS
 EH2004  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH2004
 EH2004                          STATION DESCRIPTION
 EH2004
 EH2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2004'6.35 MI N FROM HAZEN.
 EH2004'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2004'THE STATION AT HAZEN, THENCE 5.65 MILES NORTH ALONG STATE HIGHWAY 11,
 EH2004'44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH OF THE
 EH2004'CENTER LINE OF A GRAVELED ROAD LEADING EAST, 6.5 FEET SOUTHEAST OF A
 EH2004'POWER POLE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 EH2004'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH2004
 EH2004                          STATION RECOVERY (2003)
 EH2004
 EH2004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0025 ***********************************************************************
 DL0025  DESIGNATION -  T 11
 DL0025  PID         -  DL0025
 DL0025  STATE/COUNTY-  AR/DALLAS
 DL0025  USGS QUAD   -  FORDYCE (1985)
 DL0025
 DL0025                         *CURRENT SURVEY CONTROL
 DL0025  ___________________________________________________________________
 DL0025* NAD 83(1986)-  33 48 38.     (N)    092 24 42.     (W)     SCALED    
 DL0025* NAVD 88     -        82.328  (meters)     270.10   (feet)  ADJUSTED  
 DL0025  ___________________________________________________________________
 DL0025  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0025  DYNAMIC HT  -          82.244 (meters)     269.83  (feet)  COMP
 DL0025  MODELED GRAV-     979,614.3   (mgal)                       NAVD 88
 DL0025
 DL0025  VERT ORDER  -  SECOND    CLASS 0
 DL0025
 DL0025.The horizontal coordinates were scaled from a topographic map and have
 DL0025.an estimated accuracy of +/- 6 seconds.
 DL0025
 DL0025.The orthometric height was determined by differential leveling
 DL0025.and adjusted by the National Geodetic Survey in June 1991..
 DL0025
 DL0025.The geoid height was determined by GEOID03.
 DL0025
 DL0025.The dynamic height is computed by dividing the NAVD 88
 DL0025.geopotential number by the normal gravity value computed on the
 DL0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0025.degrees latitude (g = 980.6199 gals.).
 DL0025
 DL0025.The modeled gravity was interpolated from observed gravity values.
 DL0025
 DL0025;                    North         East    Units  Estimated Accuracy
 DL0025;SPC AR S     -   526,950.      361,890.      MT  (+/- 180 meters Scaled)
 DL0025
 DL0025                          SUPERSEDED SURVEY CONTROL
 DL0025
 DL0025  NGVD 29 (??/??/92)   82.379  (m)          270.27   (f) ADJ UNCH    2 0
 DL0025
 DL0025.Superseded values are not recommended for survey control.
 DL0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0025.See file dsdata.txt to determine how the superseded data were derived.
 DL0025
 DL0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT544413(NAD 83)
 DL0025_MARKER: DB = BENCH MARK DISK
 DL0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0025_SP_SET: PLATFORM
 DL0025_STAMPING: 270.390 T 11 1932
 DL0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0025
 DL0025  HISTORY     - Date     Condition        Report By
 DL0025  HISTORY     - 1932     MONUMENTED       CGS
 DL0025  HISTORY     - 1964     GOOD             NGS
 DL0025
 DL0025                          STATION DESCRIPTION
 DL0025
 DL0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0025'IN FORDYCE.
 DL0025'AT FORDYCE, DALLAS COUNTY, ON THE EAST SIDE OF THE ST. LOUIS
 DL0025'SOUTHWESTERN RAILWAY STATION, IN THE BRICK WALL, 1 FOOT SOUTHWEST OF
 DL0025'THE NORTHEAST CORNER OF A PROJECTION IN THE BUILDING, AND 5 FEET ABOVE
 DL0025'THE PLATFORM.  A STANDARD DISK, STAMPED 270.390 T 11 1932 AND SET
 DL0025'VERTICALLY.
 DL0025
 DL0025                          STATION RECOVERY (1964)
 DL0025
 DL0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1926 ***********************************************************************
 EH1926  DESIGNATION -  T 110
 EH1926  PID         -  EH1926
 EH1926  STATE/COUNTY-  AR/PRAIRIE
 EH1926  USGS QUAD   -  DES ARC WEST (1994)
 EH1926
 EH1926                         *CURRENT SURVEY CONTROL
 EH1926  ___________________________________________________________________
 EH1926* NAD 83(1986)-  34 58 42.     (N)    091 34 58.     (W)     SCALED    
 EH1926* NAVD 88     -        62.917  (meters)     206.42   (feet)  ADJUSTED  
 EH1926  ___________________________________________________________________
 EH1926  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EH1926  DYNAMIC HT  -          62.859 (meters)     206.23  (feet)  COMP
 EH1926  MODELED GRAV-     979,710.8   (mgal)                       NAVD 88
 EH1926
 EH1926  VERT ORDER  -  FIRST     CLASS II
 EH1926
 EH1926.The horizontal coordinates were scaled from a topographic map and have
 EH1926.an estimated accuracy of +/- 6 seconds.
 EH1926
 EH1926.The orthometric height was determined by differential leveling
 EH1926.and adjusted by the National Geodetic Survey in June 1991..
 EH1926
 EH1926.The geoid height was determined by GEOID03.
 EH1926
 EH1926.The dynamic height is computed by dividing the NAVD 88
 EH1926.geopotential number by the normal gravity value computed on the
 EH1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1926.degrees latitude (g = 980.6199 gals.).
 EH1926
 EH1926.The modeled gravity was interpolated from observed gravity values.
 EH1926
 EH1926;                    North         East    Units  Estimated Accuracy
 EH1926;SPC AR S     -   656,480.      438,100.      MT  (+/- 180 meters Scaled)
 EH1926
 EH1926                          SUPERSEDED SURVEY CONTROL
 EH1926
 EH1926  NGVD 29 (??/??/??)   62.916  (m)          206.42   (f) ADJUSTED    1 2
 EH1926
 EH1926.Superseded values are not recommended for survey control.
 EH1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1926.See file dsdata.txt to determine how the superseded data were derived.
 EH1926
 EH1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU293715(NAD 83)
 EH1926_MARKER: DB = BENCH MARK DISK
 EH1926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1926_SP_SET: CULVERT
 EH1926_STAMPING: T 110 1954
 EH1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1926+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH1926
 EH1926  HISTORY     - Date     Condition        Report By
 EH1926  HISTORY     - 1954     MONUMENTED       CGS
 EH1926  HISTORY     - 20030611 GOOD             USACE
 EH1926
 EH1926                          STATION DESCRIPTION
 EH1926
 EH1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1926'5.1 MI W FROM DES ARC.
 EH1926'3.9 MILES WEST ALONG STATE HIGHWAWYS 11 AND 38 FROM THE POST OFFICE AT
 EH1926'DES ARC, THENCE 1.2 MILES WEST ALONG STATE HIGHWAY 38, 340 FEET WEST
 EH1926'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, SET IN THE TOP OF THE WEST
 EH1926'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.  19 FEET NORTH OF THE
 EH1926'CENTER LINE OF THE HIGHWAY.
 EH1926
 EH1926                          STATION RECOVERY (2003)
 EH1926
 EH1926'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1865 ***********************************************************************
 EH1865  DESIGNATION -  T 111
 EH1865  PID         -  EH1865
 EH1865  STATE/COUNTY-  AR/LONOKE
 EH1865  USGS QUAD   -  WATTENSAW (1982)
 EH1865
 EH1865                         *CURRENT SURVEY CONTROL
 EH1865  ___________________________________________________________________
 EH1865* NAD 83(1997)-  34 56 51.26997(N)    091 52 27.19296(W)     ADJUSTED  
 EH1865* NAVD 88     -        71.980  (meters)     236.15   (feet)  ADJUSTED  
 EH1865  ___________________________________________________________________
 EH1865  X           -    -171,173.861 (meters)                     COMP
 EH1865  Y           -  -5,230,997.453 (meters)                     COMP
 EH1865  Z           -   3,633,126.858 (meters)                     COMP
 EH1865  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 EH1865  ELLIP HEIGHT-          44.85  (meters)          (04/05/04) GPS OBS
 EH1865  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH1865  DYNAMIC HT  -          71.913 (meters)     235.93  (feet)  COMP
 EH1865  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 EH1865
 EH1865  HORZ ORDER  -  B
 EH1865  VERT ORDER  -  FIRST     CLASS II
 EH1865  ELLP ORDER  -  SECOND    CLASS I
 EH1865
 EH1865.The horizontal coordinates were established by GPS observations
 EH1865.and adjusted by the National Geodetic Survey in April 2004..
 EH1865
 EH1865.The orthometric height was determined by differential leveling
 EH1865.and adjusted by the National Geodetic Survey in June 1991..
 EH1865
 EH1865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1865
 EH1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1865
 EH1865.The ellipsoidal height was determined by GPS observations
 EH1865.and is referenced to NAD 83.
 EH1865
 EH1865.The geoid height was determined by GEOID03.
 EH1865
 EH1865.The dynamic height is computed by dividing the NAVD 88
 EH1865.geopotential number by the normal gravity value computed on the
 EH1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1865.degrees latitude (g = 980.6199 gals.).
 EH1865
 EH1865.The modeled gravity was interpolated from observed gravity values.
 EH1865
 EH1865;                    North         East     Units Scale Factor Converg.
 EH1865;SPC AR S     -   653,000.984   411,490.038   MT  1.00004536   +0 04 13.4
 EH1865;SPC AR S     - 2,142,387.40  1,350,030.23   sFT  1.00004536   +0 04 13.4
 EH1865;UTM  15      - 3,867,807.901   602,797.034   MT  0.99973024   +0 38 41.8
 EH1865
 EH1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1865!SPC AR S     -   0.99999296  x   1.00004536  =   1.00003832
 EH1865!UTM  15      -   0.99999296  x   0.99973024  =   0.99972320
 EH1865
 EH1865                          SUPERSEDED SURVEY CONTROL
 EH1865
 EH1865  NAVD 88 (04/05/04)   71.98   (m)          236.2    (f) LEVELING    3  
 EH1865  NGVD 29 (??/??/??)   71.984  (m)          236.17   (f) ADJUSTED    1 2
 EH1865
 EH1865.Superseded values are not recommended for survey control.
 EH1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1865.See file dsdata.txt to determine how the superseded data were derived.
 EH1865
 EH1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0279767808(NAD 83)
 EH1865_MARKER: DB = BENCH MARK DISK
 EH1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1865_STAMPING: T 111 1955
 EH1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1865+STABILITY: SURFACE MOTION
 EH1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1865+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 EH1865
 EH1865  HISTORY     - Date     Condition        Report By
 EH1865  HISTORY     - 1955     MONUMENTED       CGS
 EH1865  HISTORY     - 1967     GOOD             CGS
 EH1865  HISTORY     - 20020606 GOOD             USACE
 EH1865
 EH1865                          STATION DESCRIPTION
 EH1865
 EH1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1865'10.8 MI W FROM HICKORY PLAINS.
 EH1865'IT IS 8.45 MILES WEST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH
 EH1865'STATE HIGHWAY 13 IN HICKORY PLAINS, THENCE 2.35 MILES SOUTH ALONG
 EH1865'STATE HIGHWAY 31, 113 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 EH1865'HOUSE, 21 FEET EAST OF A POWERLINE POLE, ACROSS THE HIGHWAY FROM A RED
 EH1865'BRICK HOUSE, 39 FEET WEST OF THE CENTER OF THE HIGHWAY AND SET IN THE
 EH1865'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 EH1865
 EH1865                          STATION RECOVERY (2002)
 EH1865
 EH1865'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1629 ***********************************************************************
 EH1629  DESIGNATION -  T 112
 EH1629  PID         -  EH1629
 EH1629  STATE/COUNTY-  AR/ARKANSAS
 EH1629  USGS QUAD   -  LODGE CORNER (1968)
 EH1629
 EH1629                         *CURRENT SURVEY CONTROL
 EH1629  ___________________________________________________________________
 EH1629* NAD 83(1986)-  34 16 05.     (N)    091 31 42.     (W)     SCALED    
 EH1629* NAVD 88     -        57.276  (meters)     187.91   (feet)  ADJUSTED  
 EH1629  ___________________________________________________________________
 EH1629  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EH1629  DYNAMIC HT  -          57.221 (meters)     187.73  (feet)  COMP
 EH1629  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 EH1629
 EH1629  VERT ORDER  -  FIRST     CLASS II
 EH1629
 EH1629.The horizontal coordinates were scaled from a topographic map and have
 EH1629.an estimated accuracy of +/- 6 seconds.
 EH1629
 EH1629.The orthometric height was determined by differential leveling
 EH1629.and adjusted by the National Geodetic Survey in August 1993..
 EH1629
 EH1629.The geoid height was determined by GEOID03.
 EH1629
 EH1629.The dynamic height is computed by dividing the NAVD 88
 EH1629.geopotential number by the normal gravity value computed on the
 EH1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1629.degrees latitude (g = 980.6199 gals.).
 EH1629
 EH1629.The modeled gravity was interpolated from observed gravity values.
 EH1629
 EH1629;                    North         East    Units  Estimated Accuracy
 EH1629;SPC AR S     -   577,720.      443,430.      MT  (+/- 180 meters Scaled)
 EH1629
 EH1629                          SUPERSEDED SURVEY CONTROL
 EH1629
 EH1629  NAVD 88 (06/15/91)   57.325  (m)          188.07   (f) UNKNOWN     1 2
 EH1629  NGVD 29 (??/??/??)   57.347  (m)          188.15   (f) ADJUSTED    1 2
 EH1629
 EH1629.Superseded values are not recommended for survey control.
 EH1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1629.See file dsdata.txt to determine how the superseded data were derived.
 EH1629
 EH1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT354928(NAD 83)
 EH1629_MARKER: DB = BENCH MARK DISK
 EH1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1629_STAMPING: T 112 1954
 EH1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1629+STABILITY: SURFACE MOTION
 EH1629
 EH1629  HISTORY     - Date     Condition        Report By
 EH1629  HISTORY     - 1954     MONUMENTED       CGS
 EH1629  HISTORY     - 20030619 MARK NOT FOUND   USACE
 EH1629
 EH1629                          STATION DESCRIPTION
 EH1629
 EH1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1629'2.0 MI S FROM LODGES CORNER.
 EH1629'2.0 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LODGES
 EH1629'CORNER, 45 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 31
 EH1629'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 25 FEET EAST
 EH1629'OF A POWER POLE, 1.5 FEET SOUTH OF AN EAST AND WEST FENCE, SET IN THE
 EH1629'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 0.75
 EH1629'MILE NORTH OF BENCH MARK S 112.
 EH1629
 EH1629                          STATION RECOVERY (2003)
 EH1629
 EH1629'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2339 ***********************************************************************
 EH2339  DESIGNATION -  T 113
 EH2339  PID         -  EH2339
 EH2339  STATE/COUNTY-  AR/ARKANSAS
 EH2339  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2339
 EH2339                         *CURRENT SURVEY CONTROL
 EH2339  ___________________________________________________________________
 EH2339* NAD 83(1986)-  34 30 38.     (N)    091 33 44.     (W)     SCALED    
 EH2339* NAVD 88     -        60.106  (meters)     197.20   (feet)  ADJUSTED  
 EH2339  ___________________________________________________________________
 EH2339  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2339  DYNAMIC HT  -          60.048 (meters)     197.01  (feet)  COMP
 EH2339  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 EH2339
 EH2339  VERT ORDER  -  FIRST     CLASS II
 EH2339
 EH2339.The horizontal coordinates were scaled from a topographic map and have
 EH2339.an estimated accuracy of +/- 6 seconds.
 EH2339
 EH2339.The orthometric height was determined by differential leveling
 EH2339.and adjusted by the National Geodetic Survey in June 1991..
 EH2339
 EH2339.The geoid height was determined by GEOID03.
 EH2339
 EH2339.The dynamic height is computed by dividing the NAVD 88
 EH2339.geopotential number by the normal gravity value computed on the
 EH2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2339.degrees latitude (g = 980.6199 gals.).
 EH2339
 EH2339.The modeled gravity was interpolated from observed gravity values.
 EH2339
 EH2339;                    North         East    Units  Estimated Accuracy
 EH2339;SPC AR S     -   604,600.      440,200.      MT  (+/- 180 meters Scaled)
 EH2339
 EH2339                          SUPERSEDED SURVEY CONTROL
 EH2339
 EH2339  NGVD 29 (??/??/??)   60.134  (m)          197.29   (f) ADJUSTED    1 2
 EH2339
 EH2339.Superseded values are not recommended for survey control.
 EH2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2339.See file dsdata.txt to determine how the superseded data were derived.
 EH2339
 EH2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU319197(NAD 83)
 EH2339_MARKER: DB = BENCH MARK DISK
 EH2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2339_STAMPING: T 113 1954
 EH2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2339+STABILITY: SURFACE MOTION
 EH2339
 EH2339  HISTORY     - Date     Condition        Report By
 EH2339  HISTORY     - 1954     MONUMENTED       CGS
 EH2339  HISTORY     - 20020405 MARK NOT FOUND   USACE
 EH2339
 EH2339                          STATION DESCRIPTION
 EH2339
 EH2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2339'1.0 MI NW FROM STUTTGART.
 EH2339'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2339'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2339'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 0.2 MILE WEST
 EH2339'ALONG U.S. HIGHWAY 79, AT THE DOCKERY AIRPORT, 33.5 FEET NORTH OF THE
 EH2339'NORTHWEST CORNER OF THE NORTH HANGAR OF THE SOUTH ROW OF HANGARS, 1.5
 EH2339'FEET NORTH OF THE NORTH END OF A DOOR TRACK, SET IN THE TOP OF A
 EH2339'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EH2339
 EH2339                          STATION RECOVERY (2002)
 EH2339
 EH2339'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1355 ***********************************************************************
 EH1355  DESIGNATION -  T 114
 EH1355  PID         -  EH1355
 EH1355  STATE/COUNTY-  AR/ARKANSAS
 EH1355  USGS QUAD   -  DE WITT SW (1968)
 EH1355
 EH1355                         *CURRENT SURVEY CONTROL
 EH1355  ___________________________________________________________________
 EH1355* NAD 83(1986)-  34 20 09.     (N)    091 24 37.     (W)     SCALED    
 EH1355* NAVD 88     -        61.325  (meters)     201.20   (feet)  ADJUSTED  
 EH1355  ___________________________________________________________________
 EH1355  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH1355  DYNAMIC HT  -          61.266 (meters)     201.00  (feet)  COMP
 EH1355  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 EH1355
 EH1355  VERT ORDER  -  FIRST     CLASS II
 EH1355
 EH1355.The horizontal coordinates were scaled from a topographic map and have
 EH1355.an estimated accuracy of +/- 6 seconds.
 EH1355
 EH1355.The orthometric height was determined by differential leveling
 EH1355.and adjusted by the National Geodetic Survey in August 1993..
 EH1355
 EH1355.The geoid height was determined by GEOID03.
 EH1355
 EH1355.The dynamic height is computed by dividing the NAVD 88
 EH1355.geopotential number by the normal gravity value computed on the
 EH1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1355.degrees latitude (g = 980.6199 gals.).
 EH1355
 EH1355.The modeled gravity was interpolated from observed gravity values.
 EH1355
 EH1355;                    North         East    Units  Estimated Accuracy
 EH1355;SPC AR S     -   585,290.      454,260.      MT  (+/- 180 meters Scaled)
 EH1355
 EH1355                          SUPERSEDED SURVEY CONTROL
 EH1355
 EH1355  NAVD 88 (06/15/91)   61.386  (m)          201.40   (f) UNKNOWN     1 2
 EH1355  NGVD 29 (??/??/??)   61.394  (m)          201.42   (f) ADJUSTED    1 2
 EH1355
 EH1355.Superseded values are not recommended for survey control.
 EH1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1355.See file dsdata.txt to determine how the superseded data were derived.
 EH1355
 EH1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462005(NAD 83)
 EH1355_MARKER: DB = BENCH MARK DISK
 EH1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1355_STAMPING: T 114 1954
 EH1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1355+STABILITY: SURFACE MOTION
 EH1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1355+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 EH1355
 EH1355  HISTORY     - Date     Condition        Report By
 EH1355  HISTORY     - 1954     MONUMENTED       CGS
 EH1355  HISTORY     - 20030521 GOOD             USACE
 EH1355
 EH1355                          STATION DESCRIPTION
 EH1355
 EH1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1355'4.9 MI S FROM ALMYRA.
 EH1355'4.9 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1355'STATION AT ALMYRA, AT A ROAD CROSSING, AT OLENA, 53 FEET NORTH OF THE
 EH1355'CENTER LINE OF A ROAD, 42 FEET WEST OF THE WEST RAIL, 5.5 FEET EAST OF
 EH1355'A FENCE, 4 FEET NORTHWEST OF A TELEPHONE POLE, 4 FEET NORTHWEST OF A
 EH1355'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 EH1355'FOOT ABOVE THE GROUND.
 EH1355
 EH1355                          STATION RECOVERY (2003)
 EH1355
 EH1355'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1385 ***********************************************************************
 EH1385  DESIGNATION -  T 115
 EH1385  PID         -  EH1385
 EH1385  STATE/COUNTY-  AR/ARKANSAS
 EH1385  USGS QUAD   -  DE WITT (1968)
 EH1385
 EH1385                         *CURRENT SURVEY CONTROL
 EH1385  ___________________________________________________________________
 EH1385* NAD 83(1986)-  34 17 54.     (N)    091 20 24.     (W)     SCALED    
 EH1385* NAVD 88     -        57.086  (meters)     187.29   (feet)  ADJUSTED  
 EH1385  ___________________________________________________________________
 EH1385  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH1385  DYNAMIC HT  -          57.030 (meters)     187.11  (feet)  COMP
 EH1385  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 EH1385
 EH1385  VERT ORDER  -  FIRST     CLASS II
 EH1385
 EH1385.The horizontal coordinates were scaled from a topographic map and have
 EH1385.an estimated accuracy of +/- 6 seconds.
 EH1385
 EH1385.The orthometric height was determined by differential leveling
 EH1385.and adjusted by the National Geodetic Survey in August 1993..
 EH1385.WARNING-Repeat measurements at this control monument indicate possible
 EH1385.vertical movement.
 EH1385
 EH1385.The geoid height was determined by GEOID03.
 EH1385
 EH1385.The dynamic height is computed by dividing the NAVD 88
 EH1385.geopotential number by the normal gravity value computed on the
 EH1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1385.degrees latitude (g = 980.6199 gals.).
 EH1385
 EH1385.The modeled gravity was interpolated from observed gravity values.
 EH1385
 EH1385;                    North         East    Units  Estimated Accuracy
 EH1385;SPC AR S     -   581,170.      460,760.      MT  (+/- 180 meters Scaled)
 EH1385
 EH1385                          SUPERSEDED SURVEY CONTROL
 EH1385
 EH1385  NAVD 88 (06/15/91)   57.044  (m)          187.15   (f) UNKNOWN     1 2
 EH1385  NGVD 29 (??/??/??)   57.110  (m)          187.37   (f) ADJUSTED    1 2
 EH1385
 EH1385.Superseded values are not recommended for survey control.
 EH1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1385.See file dsdata.txt to determine how the superseded data were derived.
 EH1385
 EH1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT527964(NAD 83)
 EH1385_MARKER: DB = BENCH MARK DISK
 EH1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1385_STAMPING: T 115 1954
 EH1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1385+STABILITY: SURFACE MOTION
 EH1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1385+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1385
 EH1385  HISTORY     - Date     Condition        Report By
 EH1385  HISTORY     - 1954     MONUMENTED       CGS
 EH1385  HISTORY     - 1976     GOOD             NGS
 EH1385  HISTORY     - 20030414 GOOD             USACE
 EH1385
 EH1385                          STATION DESCRIPTION
 EH1385
 EH1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1385'0.5 MI N FROM DEWITT.
 EH1385'0.5 MILE NORTH ALONG STATE HIGHWAY 30 FROM THE COURTHOUSE AT DEWITT,
 EH1385'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF MONROE STREET AND
 EH1385'HALLIBURTON STREET, 0.1 MILE EAST OF THE HIGH SCHOOL, 46 FEET
 EH1385'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 18 FEET WEST OF THE
 EH1385'CENTER LINE OF MONROE STREET, 24 FEET SOUTH OF THE CENTER LINE OF
 EH1385'HALLIBURTON STREET, 5 FEET SOUTH OF A POWER POLE, 3 FEET WEST OF THE
 EH1385'WEST CURB OF MONROE STREET, SET IN THE TOP OF A CONCRETE POST WHICH IS
 EH1385'FLUSH WITH THE GROUND.
 EH1385
 EH1385                          STATION RECOVERY (1976)
 EH1385
 EH1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1385'RECOVERED IN GOOD CONDITION.
 EH1385
 EH1385                          STATION RECOVERY (2003)
 EH1385
 EH1385'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1304 ***********************************************************************
 EH1304  DESIGNATION -  T 116 RESET
 EH1304  PID         -  EH1304
 EH1304  STATE/COUNTY-  AR/ARKANSAS
 EH1304  USGS QUAD   -  ARKANSAS POST (1972)
 EH1304
 EH1304                         *CURRENT SURVEY CONTROL
 EH1304  ___________________________________________________________________
 EH1304* NAD 83(1986)-  34 02 47.     (N)    091 22 24.     (W)     SCALED    
 EH1304* NAVD 88     -        53.813  (meters)     176.55   (feet)  ADJUSTED  
 EH1304  ___________________________________________________________________
 EH1304  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH1304  DYNAMIC HT  -          53.760 (meters)     176.38  (feet)  COMP
 EH1304  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH1304
 EH1304  VERT ORDER  -  FIRST     CLASS II
 EH1304
 EH1304.The horizontal coordinates were scaled from a topographic map and have
 EH1304.an estimated accuracy of +/- 6 seconds.
 EH1304
 EH1304.The orthometric height was determined by differential leveling
 EH1304.and adjusted by the National Geodetic Survey in June 1991..
 EH1304
 EH1304.The geoid height was determined by GEOID03.
 EH1304
 EH1304.The dynamic height is computed by dividing the NAVD 88
 EH1304.geopotential number by the normal gravity value computed on the
 EH1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1304.degrees latitude (g = 980.6199 gals.).
 EH1304
 EH1304.The modeled gravity was interpolated from observed gravity values.
 EH1304
 EH1304;                    North         East    Units  Estimated Accuracy
 EH1304;SPC AR S     -   553,210.      457,860.      MT  (+/- 180 meters Scaled)
 EH1304
 EH1304                          SUPERSEDED SURVEY CONTROL
 EH1304
 EH1304  NGVD 29 (??/??/??)   53.951  (m)          177.00   (f) ADJUSTED    1 2
 EH1304
 EH1304.Superseded values are not recommended for survey control.
 EH1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1304.See file dsdata.txt to determine how the superseded data were derived.
 EH1304
 EH1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501684(NAD 83)
 EH1304_MARKER: DB = BENCH MARK DISK
 EH1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1304_STAMPING: T 116 1955 RESET 1955
 EH1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1304+STABILITY: SURFACE MOTION
 EH1304
 EH1304  HISTORY     - Date     Condition        Report By
 EH1304  HISTORY     - 1955     MONUMENTED       CGS
 EH1304  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1304
 EH1304                          STATION DESCRIPTION
 EH1304
 EH1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1304'5.0 MI S FROM GILLETT.
 EH1304'5.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1304'SOUTHWESTERN RAILROAD STATION AT GILLETT, 99 FEET EAST OF THE CENTER
 EH1304'LINE OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTER LINE OF AN ABANDONED
 EH1304'ROAD LEADING EAST, 1.5 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS
 EH1304'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 EH1304'THE GROUND.
 EH1304
 EH1304                          STATION RECOVERY (1976)
 EH1304
 EH1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0878 ***********************************************************************
 DK0878  DESIGNATION -  T 117
 DK0878  PID         -  DK0878
 DK0878  STATE/COUNTY-  AR/DESHA
 DK0878  USGS QUAD   -  DUMAS (1969)
 DK0878
 DK0878                         *CURRENT SURVEY CONTROL
 DK0878  ___________________________________________________________________
 DK0878* NAD 83(1986)-  33 55 15.     (N)    091 24 21.     (W)     SCALED    
 DK0878* NAVD 88     -        48.458  (meters)     158.98   (feet)  ADJUSTED  
 DK0878  ___________________________________________________________________
 DK0878  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0878  DYNAMIC HT  -          48.410 (meters)     158.83  (feet)  COMP
 DK0878  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 DK0878
 DK0878  VERT ORDER  -  FIRST     CLASS II
 DK0878
 DK0878.The horizontal coordinates were scaled from a topographic map and have
 DK0878.an estimated accuracy of +/- 6 seconds.
 DK0878
 DK0878.The orthometric height was determined by differential leveling
 DK0878.and adjusted by the National Geodetic Survey in June 1991..
 DK0878.WARNING-Repeat measurements at this control monument indicate possible
 DK0878.vertical movement.
 DK0878
 DK0878.The geoid height was determined by GEOID03.
 DK0878
 DK0878.The dynamic height is computed by dividing the NAVD 88
 DK0878.geopotential number by the normal gravity value computed on the
 DK0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0878.degrees latitude (g = 980.6199 gals.).
 DK0878
 DK0878.The modeled gravity was interpolated from observed gravity values.
 DK0878
 DK0878;                    North         East    Units  Estimated Accuracy
 DK0878;SPC AR S     -   539,260.      454,940.      MT  (+/- 180 meters Scaled)
 DK0878
 DK0878                          SUPERSEDED SURVEY CONTROL
 DK0878
 DK0878  NGVD 29 (??/??/??)   48.583  (m)          159.39   (f) ADJUSTED    1 2
 DK0878
 DK0878.Superseded values are not recommended for survey control.
 DK0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0878.See file dsdata.txt to determine how the superseded data were derived.
 DK0878
 DK0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT473545(NAD 83)
 DK0878_MARKER: DB = BENCH MARK DISK
 DK0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0878_STAMPING: T 117 1955
 DK0878_MARK LOGO: CGS   
 DK0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0878
 DK0878  HISTORY     - Date     Condition        Report By
 DK0878  HISTORY     - 1955     MONUMENTED       CGS
 DK0878  HISTORY     - 1976     GOOD             NGS
 DK0878  HISTORY     - 1984     GOOD             NGS
 DK0878  HISTORY     - 1988     GOOD             USPSQD
 DK0878  HISTORY     - 1989     GOOD             USPSQD
 DK0878  HISTORY     - 1990     GOOD             USPSQD
 DK0878  HISTORY     - 20040114 MARK NOT FOUND   USACE
 DK0878
 DK0878                          STATION DESCRIPTION
 DK0878
 DK0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0878'6.3 MI NE FROM DUMAS.
 DK0878'6.3 MILES NORTHEAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT
 DK0878'DUMAS, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 DK0878'TOP OF THE SOUTHWEST END OF THE BASE OF THE SOUTHEAST GUARD RAIL OF A
 DK0878'CONCRETE BRIDGE OVER ATKINS SLOUGH.
 DK0878
 DK0878                          STATION RECOVERY (1976)
 DK0878
 DK0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0878'RECOVERED IN GOOD CONDITION.
 DK0878
 DK0878                          STATION RECOVERY (1984)
 DK0878
 DK0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0878'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM
 DK0878'(0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN DUMAS,
 DK0878'THENCE 9.8 KM (6.1 MI) NORTHEAST ALONG U.S. HIGHWAY 165, SET IN THE
 DK0878'TOP OF THE SOUTHWEST END OF THE BASE OF THE SOUTHEAST GUARDRAIL OF A
 DK0878'CONCRETE BRIDGE OVER ATKINS SLOUGH, 3.96 METERS (13.0 FT) SOUTHEAST OF
 DK0878'THE CENTER LINE OF THE HIGHWAY, AND 0.18 METERS (0.6 FT) NORTHEAST OF
 DK0878'THE SOUTHWEST END OF THE SOUTHEAST GUARDRAIL.
 DK0878'THE MARK IS 0.21 M ABOVE HIGHWAY.
 DK0878
 DK0878                          STATION RECOVERY (1988)
 DK0878
 DK0878'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK0878'RECOVERED IN GOOD CONDITION.
 DK0878
 DK0878                          STATION RECOVERY (1989)
 DK0878
 DK0878'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK0878'RECOVERED IN GOOD CONDITION.
 DK0878
 DK0878                          STATION RECOVERY (1990)
 DK0878
 DK0878'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK0878'RECOVERED IN GOOD CONDITION.
 DK0878
 DK0878                          STATION RECOVERY (2004)
 DK0878
 DK0878'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1381 ***********************************************************************
 DK1381  DESIGNATION -  T 12
 DK1381  PID         -  DK1381
 DK1381  STATE/COUNTY-  AR/ASHLEY
 DK1381  USGS QUAD   -  HAMBURG (1973)
 DK1381
 DK1381                         *CURRENT SURVEY CONTROL
 DK1381  ___________________________________________________________________
 DK1381* NAD 83(1986)-  33 14 43.     (N)    091 45 12.     (W)     SCALED    
 DK1381* NAVD 88     -        53.373  (meters)     175.11   (feet)  ADJUSTED  
 DK1381  ___________________________________________________________________
 DK1381  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DK1381  DYNAMIC HT  -          53.317 (meters)     174.92  (feet)  COMP
 DK1381  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 DK1381
 DK1381  VERT ORDER  -  SECOND    CLASS 0
 DK1381
 DK1381.The horizontal coordinates were scaled from a topographic map and have
 DK1381.an estimated accuracy of +/- 6 seconds.
 DK1381
 DK1381.The orthometric height was determined by differential leveling
 DK1381.and adjusted by the National Geodetic Survey in June 1991..
 DK1381
 DK1381.The geoid height was determined by GEOID03.
 DK1381
 DK1381.The dynamic height is computed by dividing the NAVD 88
 DK1381.geopotential number by the normal gravity value computed on the
 DK1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1381.degrees latitude (g = 980.6199 gals.).
 DK1381
 DK1381.The modeled gravity was interpolated from observed gravity values.
 DK1381
 DK1381;                    North         East    Units  Estimated Accuracy
 DK1381;SPC AR S     -   464,200.      422,990.      MT  (+/- 180 meters Scaled)
 DK1381
 DK1381                          SUPERSEDED SURVEY CONTROL
 DK1381
 DK1381  NGVD 29 (??/??/??)   53.460  (m)          175.39   (f) ADJUSTED    2 0
 DK1381
 DK1381.Superseded values are not recommended for survey control.
 DK1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1381.See file dsdata.txt to determine how the superseded data were derived.
 DK1381
 DK1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS161791(NAD 83)
 DK1381_MARKER: DB = BENCH MARK DISK
 DK1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1381_STAMPING: 175.380 T 12 1932
 DK1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1381+STABILITY: SURFACE MOTION
 DK1381
 DK1381  HISTORY     - Date     Condition        Report By
 DK1381  HISTORY     - 1932     MONUMENTED       CGS
 DK1381  HISTORY     - 1934     GOOD             CGS
 DK1381  HISTORY     - 20050329 MARK NOT FOUND   ARHD
 DK1381
 DK1381                          STATION DESCRIPTION
 DK1381
 DK1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1381'2.5 MI NE FROM HAMBURG.
 DK1381'2 1/2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK1381'STATION AT HAMBURG, ASHLEY COUNTY, 6 FEET EAST OF POLE 460/1, AT A
 DK1381'ROAD CROSSING, 50 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 28 FEET
 DK1381'NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 DK1381'175.380 T 12 1932 AND SET IN THE TOP OF A CONCRETE POST.
 DK1381
 DK1381                          STATION RECOVERY (2005)
 DK1381
 DK1381'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0275 ***********************************************************************
 DL0275  DESIGNATION -  T 121
 DL0275  PID         -  DL0275
 DL0275  STATE/COUNTY-  AR/UNION
 DL0275  USGS QUAD   -  CALION (1978)
 DL0275
 DL0275                         *CURRENT SURVEY CONTROL
 DL0275  ___________________________________________________________________
 DL0275* NAD 83(1986)-  33 18 28.     (N)    092 34 19.     (W)     SCALED    
 DL0275* NAVD 88     -        41.043  (meters)     134.66   (feet)  ADJUSTED  
 DL0275  ___________________________________________________________________
 DL0275  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0275  DYNAMIC HT  -          40.999 (meters)     134.51  (feet)  COMP
 DL0275  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DL0275
 DL0275  VERT ORDER  -  SECOND    CLASS 0
 DL0275
 DL0275.The horizontal coordinates were scaled from a topographic map and have
 DL0275.an estimated accuracy of +/- 6 seconds.
 DL0275
 DL0275.The orthometric height was determined by differential leveling
 DL0275.and adjusted by the National Geodetic Survey in June 1991..
 DL0275
 DL0275.The geoid height was determined by GEOID03.
 DL0275
 DL0275.The dynamic height is computed by dividing the NAVD 88
 DL0275.geopotential number by the normal gravity value computed on the
 DL0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0275.degrees latitude (g = 980.6199 gals.).
 DL0275
 DL0275.The modeled gravity was interpolated from observed gravity values.
 DL0275
 DL0275;                    North         East    Units  Estimated Accuracy
 DL0275;SPC AR S     -   471,260.      346,740.      MT  (+/- 180 meters Scaled)
 DL0275
 DL0275                          SUPERSEDED SURVEY CONTROL
 DL0275
 DL0275  NGVD 29 (??/??/92)   41.083  (m)          134.79   (f) ADJ UNCH    2 0
 DL0275
 DL0275.Superseded values are not recommended for survey control.
 DL0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0275.See file dsdata.txt to determine how the superseded data were derived.
 DL0275
 DL0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS398854(NAD 83)
 DL0275_MARKER: DB = BENCH MARK DISK
 DL0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0275_STAMPING: T 121 1934
 DL0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0275+STABILITY: SURFACE MOTION
 DL0275
 DL0275  HISTORY     - Date     Condition        Report By
 DL0275  HISTORY     - 1934     MONUMENTED       CGS
 DL0275  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0275  HISTORY     - 20050920 MARK NOT FOUND   ARHD
 DL0275
 DL0275                          STATION DESCRIPTION
 DL0275
 DL0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0275'2.4 MI SW FROM CALION.
 DL0275'ABOUT 2.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0275'RAILWAY FROM CALION, UNION COUNTY, AT MILEPOST 91, ABOUT 84 YARDS
 DL0275'NORTH OF THE NORTH END OF A DE-RAIL FOR A SAWMILL, AND 28 FEET WEST OF
 DL0275'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED T 121 1934 AND
 DL0275'SET IN THE TOP OF A CONCRETE POST.
 DL0275
 DL0275                          STATION RECOVERY (2005)
 DL0275
 DL0275'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (TS)
 DL0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0707 ***********************************************************************
 FG0707  DESIGNATION -  T 125
 FG0707  PID         -  FG0707
 FG0707  STATE/COUNTY-  AR/VAN BUREN
 FG0707  USGS QUAD   -  ALREAD (1965)
 FG0707
 FG0707                         *CURRENT SURVEY CONTROL
 FG0707  ___________________________________________________________________
 FG0707* NAD 83(1986)-  35 39 35.     (N)    092 43 07.     (W)     SCALED    
 FG0707* NAVD 88     -       435.313  (meters)    1428.19   (feet)  ADJUSTED  
 FG0707  ___________________________________________________________________
 FG0707  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG0707  DYNAMIC HT  -         434.892 (meters)    1426.81  (feet)  COMP
 FG0707  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FG0707
 FG0707  VERT ORDER  -  SECOND    CLASS 0
 FG0707
 FG0707.The horizontal coordinates were scaled from a topographic map and have
 FG0707.an estimated accuracy of +/- 6 seconds.
 FG0707
 FG0707.The orthometric height was determined by differential leveling
 FG0707.and adjusted by the National Geodetic Survey in June 1991..
 FG0707
 FG0707.The geoid height was determined by GEOID03.
 FG0707
 FG0707.The dynamic height is computed by dividing the NAVD 88
 FG0707.geopotential number by the normal gravity value computed on the
 FG0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0707.degrees latitude (g = 980.6199 gals.).
 FG0707
 FG0707.The modeled gravity was interpolated from observed gravity values.
 FG0707
 FG0707;                    North         East    Units  Estimated Accuracy
 FG0707;SPC AR N     -   147,390.      334,940.      MT  (+/- 180 meters Scaled)
 FG0707
 FG0707                          SUPERSEDED SURVEY CONTROL
 FG0707
 FG0707  NGVD 29 (??/??/92)  435.224  (m)         1427.90   (f) ADJ UNCH    2 0
 FG0707
 FG0707.Superseded values are not recommended for survey control.
 FG0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0707.See file dsdata.txt to determine how the superseded data were derived.
 FG0707
 FG0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV254462(NAD 83)
 FG0707_MARKER: DB = BENCH MARK DISK
 FG0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0707_STAMPING: T 125 1935
 FG0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0707+STABILITY: SURFACE MOTION
 FG0707
 FG0707  HISTORY     - Date     Condition        Report By
 FG0707  HISTORY     - 1935     MONUMENTED       CGS
 FG0707  HISTORY     - 1939     GOOD             NGS
 FG0707
 FG0707                          STATION DESCRIPTION
 FG0707
 FG0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0707'0.9 MI E FROM CHIMES.
 FG0707'0.9 MILE EAST ALONG THE UNA-COPELAND ROAD FROM THE POST OFFICE AT
 FG0707'CHIMES, VAN BUREN COUNTY, 3.9 MILES SOUTH ALONG THE ARCHEY-CHIMES
 FG0707'ROAD, 3.8 MILES NORTH OF RUPERT, 18 FEET SOUTHEAST OF THE CHIMNEY OF
 FG0707'THE ABANDONED G. W. WHISENENT FARMHOUSE, 36 FEET WEST OF THE
 FG0707'CENTERLINE OF THE ROAD, 27 FEET NORTHWEST OF A 10-INCH PECAN TREE, 11
 FG0707'FEET EAST OF A SMALL PINE TREE, AND 8 1/2 FEET SOUTH OF A STONE WALK.
 FG0707'A STANDARD DISK, STAMPED T 125 1935 AND SET IN THE TOP OF A CONCRETE
 FG0707'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0942 ***********************************************************************
 FG0942  DESIGNATION -  T 126
 FG0942  PID         -  FG0942
 FG0942  STATE/COUNTY-  AR/POPE
 FG0942  USGS QUAD   -  SIMPSON (1980)
 FG0942
 FG0942                         *CURRENT SURVEY CONTROL
 FG0942  ___________________________________________________________________
 FG0942* NAD 83(1986)-  35 33 05.     (N)    093 07 19.     (W)     SCALED    
 FG0942* NAVD 88     -       390.978  (meters)    1282.73   (feet)  ADJUSTED  
 FG0942  ___________________________________________________________________
 FG0942  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FG0942  DYNAMIC HT  -         390.602 (meters)    1281.50  (feet)  COMP
 FG0942  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 FG0942
 FG0942  VERT ORDER  -  SECOND    CLASS 0
 FG0942
 FG0942.The horizontal coordinates were scaled from a topographic map and have
 FG0942.an estimated accuracy of +/- 6 seconds.
 FG0942
 FG0942.The orthometric height was determined by differential leveling
 FG0942.and adjusted by the National Geodetic Survey in June 1991..
 FG0942
 FG0942.The geoid height was determined by GEOID03.
 FG0942
 FG0942.The dynamic height is computed by dividing the NAVD 88
 FG0942.geopotential number by the normal gravity value computed on the
 FG0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0942.degrees latitude (g = 980.6199 gals.).
 FG0942
 FG0942.The modeled gravity was interpolated from observed gravity values.
 FG0942
 FG0942;                    North         East    Units  Estimated Accuracy
 FG0942;SPC AR N     -   135,710.      298,280.      MT  (+/- 180 meters Scaled)
 FG0942
 FG0942                          SUPERSEDED SURVEY CONTROL
 FG0942
 FG0942  NGVD 29 (??/??/92)  390.925  (m)         1282.56   (f) ADJ UNCH    2 0
 FG0942
 FG0942.Superseded values are not recommended for survey control.
 FG0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0942.See file dsdata.txt to determine how the superseded data were derived.
 FG0942
 FG0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV889342(NAD 83)
 FG0942_MARKER: DB = BENCH MARK DISK
 FG0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0942_STAMPING: T-126 1935
 FG0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0942+STABILITY: SURFACE MOTION
 FG0942
 FG0942  HISTORY     - Date     Condition        Report By
 FG0942  HISTORY     - 1935     MONUMENTED       CGS
 FG0942
 FG0942                          STATION DESCRIPTION
 FG0942
 FG0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0942'6.7 MI S FROM TREAT.
 FG0942'6.7 MILES SOUTH OF, ALONG TREAT ROAD, FROM POST OFFICE.  AT ROAD FORK.
 FG0942'132 FEET SOUTH OF SOUTHEAST CORNER OF LONG SHINGLE-ROOF BARN. 81 FEET
 FG0942'NORTHWEST OF CORRUGATED PIPE CULVERT.  39 FEET WEST OF CENTERLINE OF
 FG0942'ROAD LEADING NORTH.  32 FEET NORTH OF CENTERLINE OF TREAT ROAD. 7 FEET
 FG0942'NORTH OF SOUTHEAST RAIL FENCE CORNER. TABLET SET IN PRECAST CONCRETE
 FG0942'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0921 ***********************************************************************
 FG0921  DESIGNATION -  T 127
 FG0921  PID         -  FG0921
 FG0921  STATE/COUNTY-  AR/JOHNSON
 FG0921  USGS QUAD   -  HAGARVILLE (1980)
 FG0921
 FG0921                         *CURRENT SURVEY CONTROL
 FG0921  ___________________________________________________________________
 FG0921* NAD 83(1986)-  35 36 15.     (N)    093 17 32.     (W)     SCALED    
 FG0921* NAVD 88     -       215.380  (meters)     706.63   (feet)  ADJUSTED  
 FG0921  ___________________________________________________________________
 FG0921  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FG0921  DYNAMIC HT  -         215.179 (meters)     705.97  (feet)  COMP
 FG0921  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FG0921
 FG0921  VERT ORDER  -  SECOND    CLASS 0
 FG0921
 FG0921.The horizontal coordinates were scaled from a topographic map and have
 FG0921.an estimated accuracy of +/- 6 seconds.
 FG0921
 FG0921.The orthometric height was determined by differential leveling
 FG0921.and adjusted by the National Geodetic Survey in June 1991..
 FG0921
 FG0921.The geoid height was determined by GEOID03.
 FG0921
 FG0921.The dynamic height is computed by dividing the NAVD 88
 FG0921.geopotential number by the normal gravity value computed on the
 FG0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0921.degrees latitude (g = 980.6199 gals.).
 FG0921
 FG0921.The modeled gravity was interpolated from observed gravity values.
 FG0921
 FG0921;                    North         East    Units  Estimated Accuracy
 FG0921;SPC AR N     -   141,760.      282,920.      MT  (+/- 180 meters Scaled)
 FG0921
 FG0921                          SUPERSEDED SURVEY CONTROL
 FG0921
 FG0921  NGVD 29 (??/??/92)  215.336  (m)          706.48   (f) ADJ UNCH    2 0
 FG0921
 FG0921.Superseded values are not recommended for survey control.
 FG0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0921.See file dsdata.txt to determine how the superseded data were derived.
 FG0921
 FG0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV735400(NAD 83)
 FG0921_MARKER: DB = BENCH MARK DISK
 FG0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0921_STAMPING: T-127 1935
 FG0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0921+STABILITY: SURFACE MOTION
 FG0921
 FG0921  HISTORY     - Date     Condition        Report By
 FG0921  HISTORY     - 1935     MONUMENTED       CGS
 FG0921  HISTORY     - 1975     MARK NOT FOUND   NGS
 FG0921
 FG0921                          STATION DESCRIPTION
 FG0921
 FG0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0921'7.5 MI N FROM HAGARVILLE.
 FG0921'7.5 MILES NORTH OF, ALONG ST. HWY. 123, FROM THE C. E. MORRIS,
 FG0921'RESIDENCE.  AT FOOT OF STEEP HILL. 75.4 FEET WEST OF NORTHWEST END OF
 FG0921'SMALL WOOD HIGHWAY BRIDGE. 42 FEET NORTHWEST OF CENTERLINE OF ST. HWY.
 FG0921'123.  19 FEET NORTHEAST OF CENTERLINE OF DIRT ROAD LEADING WEST
 FG0921'PARALLEL TO RAIL FENCE. 2 FEET BELOW LEVEL OF HIGHWAY/TABLET SET IN
 FG0921'PRECAST CONCRETE HIGHWAY.
 FG0921
 FG0921                          STATION RECOVERY (1975)
 FG0921
 FG0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FG0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0908 ***********************************************************************
 FG0908  DESIGNATION -  T 128
 FG0908  PID         -  FG0908
 FG0908  STATE/COUNTY-  AR/NEWTON
 FG0908  USGS QUAD   -  DEER (1980)
 FG0908
 FG0908                         *CURRENT SURVEY CONTROL
 FG0908  ___________________________________________________________________
 FG0908* NAD 83(1986)-  35 48 15.     (N)    093 14 43.     (W)     SCALED    
 FG0908* NAVD 88     -       454.628  (meters)    1491.56   (feet)  ADJUSTED  
 FG0908  ___________________________________________________________________
 FG0908  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FG0908  DYNAMIC HT  -         454.186 (meters)    1490.11  (feet)  COMP
 FG0908  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 FG0908
 FG0908  VERT ORDER  -  SECOND    CLASS 0
 FG0908
 FG0908.The horizontal coordinates were scaled from a topographic map and have
 FG0908.an estimated accuracy of +/- 6 seconds.
 FG0908
 FG0908.The orthometric height was determined by differential leveling
 FG0908.and adjusted by the National Geodetic Survey in June 1991..
 FG0908
 FG0908.The geoid height was determined by GEOID03.
 FG0908
 FG0908.The dynamic height is computed by dividing the NAVD 88
 FG0908.geopotential number by the normal gravity value computed on the
 FG0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0908.degrees latitude (g = 980.6199 gals.).
 FG0908
 FG0908.The modeled gravity was interpolated from observed gravity values.
 FG0908
 FG0908;                    North         East    Units  Estimated Accuracy
 FG0908;SPC AR N     -   163,890.      287,450.      MT  (+/- 180 meters Scaled)
 FG0908
 FG0908                          SUPERSEDED SURVEY CONTROL
 FG0908
 FG0908  NGVD 29 (??/??/92)  454.540  (m)         1491.27   (f) ADJ UNCH    2 0
 FG0908
 FG0908.Superseded values are not recommended for survey control.
 FG0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0908.See file dsdata.txt to determine how the superseded data were derived.
 FG0908
 FG0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV778622(NAD 83)
 FG0908_MARKER: DB = BENCH MARK DISK
 FG0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0908_STAMPING: T-128 1935
 FG0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0908+STABILITY: SURFACE MOTION
 FG0908
 FG0908  HISTORY     - Date     Condition        Report By
 FG0908  HISTORY     - 1935     MONUMENTED       CGS
 FG0908
 FG0908                          STATION DESCRIPTION
 FG0908
 FG0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0908'3.8 MI N FROM LIMESTONE.
 FG0908'3.8 MILES NORTH OF, ALONG LIMESTONE VALLEY ROAD, FROM THE V. G. HAM
 FG0908'RESIDENCE.  ON SOUTH SLOPE OF VERY STEEP, WINDING HILL. 28 FEET SOUTH
 FG0908'OF CENTERLINE OF LIMESTONE VALLEY. 24 FEET SOUTHEAST OF OAK TREE 2.3
 FG0908'FT. IN DIAMETER AT BASE, FORKED 4.7 FT. ABOVE GROUND, BLAZED AND
 FG0908'PAINTED B.M.  3 FEET BELOW LEVEL OF HIGHWAY.  VICINITY OF 1.8 MILE
 FG0908'WEST OF DEER.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0902 ***********************************************************************
 DK0902  DESIGNATION -  T 13
 DK0902  PID         -  DK0902
 DK0902  STATE/COUNTY-  AR/DESHA
 DK0902  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0902
 DK0902                         *CURRENT SURVEY CONTROL
 DK0902  ___________________________________________________________________
 DK0902* NAD 83(1986)-  33 35 39.     (N)    091 14 34.     (W)     SCALED    
 DK0902* NAVD 88     -        41.104  (meters)     134.86   (feet)  ADJUSTED  
 DK0902  ___________________________________________________________________
 DK0902  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK0902  DYNAMIC HT  -          41.061 (meters)     134.71  (feet)  COMP
 DK0902  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 DK0902
 DK0902  VERT ORDER  -  SECOND    CLASS 0
 DK0902
 DK0902.The horizontal coordinates were scaled from a topographic map and have
 DK0902.an estimated accuracy of +/- 6 seconds.
 DK0902
 DK0902.The orthometric height was determined by differential leveling
 DK0902.and adjusted by the National Geodetic Survey in June 1991..
 DK0902
 DK0902.The geoid height was determined by GEOID03.
 DK0902
 DK0902.The dynamic height is computed by dividing the NAVD 88
 DK0902.geopotential number by the normal gravity value computed on the
 DK0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0902.degrees latitude (g = 980.6199 gals.).
 DK0902
 DK0902.The modeled gravity was interpolated from observed gravity values.
 DK0902
 DK0902;                    North         East    Units  Estimated Accuracy
 DK0902;SPC AR S     -   503,130.      470,280.      MT  (+/- 180 meters Scaled)
 DK0902
 DK0902                          SUPERSEDED SURVEY CONTROL
 DK0902
 DK0902  NGVD 29 (??/??/??)   41.209  (m)          135.20   (f) ADJUSTED    2 0
 DK0902
 DK0902.Superseded values are not recommended for survey control.
 DK0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0902.See file dsdata.txt to determine how the superseded data were derived.
 DK0902
 DK0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT630185(NAD 83)
 DK0902_MARKER: DB = BENCH MARK DISK
 DK0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0902_STAMPING: 135.059 T 13 1932
 DK0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0902+STABILITY: SURFACE MOTION
 DK0902
 DK0902  HISTORY     - Date     Condition        Report By
 DK0902  HISTORY     - 1932     MONUMENTED       CGS
 DK0902  HISTORY     - 1939     GOOD             CGS
 DK0902  HISTORY     - 20020607 MARK NOT FOUND   USACE
 DK0902
 DK0902                          STATION DESCRIPTION
 DK0902
 DK0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK0902'2.5 MI W FROM ARKANSAS CITY.
 DK0902'2-1/2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 DK0902'AT ARKANSAS CITY, DESHA COUNTY, 63 FEET SOUTHEAST OF POLE 417+21, AT A
 DK0902'ROAD CROSSING, 58 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 41
 DK0902'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 DK0902'135.059 T 13 1932 AND SET IN THE TOP OF A CONCRETE POST.
 DK0902
 DK0902                          STATION RECOVERY (1939)
 DK0902
 DK0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DK0902'RECOVERED IN GOOD CONDITION.
 DK0902
 DK0902                          STATION RECOVERY (2002)
 DK0902
 DK0902'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0379 ***********************************************************************
 GF0379  DESIGNATION -  T 130
 GF0379  PID         -  GF0379
 GF0379  STATE/COUNTY-  AR/NEWTON
 GF0379  USGS QUAD   -  HASTY (1967)
 GF0379
 GF0379                         *CURRENT SURVEY CONTROL
 GF0379  ___________________________________________________________________
 GF0379* NAD 83(1986)-  36 03 32.     (N)    093 07 01.     (W)     SCALED    
 GF0379* NAVD 88     -       257.860  (meters)     846.00   (feet)  ADJUSTED  
 GF0379  ___________________________________________________________________
 GF0379  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0379  DYNAMIC HT  -         257.625 (meters)     845.22  (feet)  COMP
 GF0379  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 GF0379
 GF0379  VERT ORDER  -  SECOND    CLASS 0
 GF0379
 GF0379.The horizontal coordinates were scaled from a topographic map and have
 GF0379.an estimated accuracy of +/- 6 seconds.
 GF0379
 GF0379.The orthometric height was determined by differential leveling
 GF0379.and adjusted by the National Geodetic Survey in June 1991..
 GF0379
 GF0379.The geoid height was determined by GEOID03.
 GF0379
 GF0379.The dynamic height is computed by dividing the NAVD 88
 GF0379.geopotential number by the normal gravity value computed on the
 GF0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0379.degrees latitude (g = 980.6199 gals.).
 GF0379
 GF0379.The modeled gravity was interpolated from observed gravity values.
 GF0379
 GF0379;                    North         East    Units  Estimated Accuracy
 GF0379;SPC AR N     -   192,010.      299,370.      MT  (+/- 180 meters Scaled)
 GF0379
 GF0379                          SUPERSEDED SURVEY CONTROL
 GF0379
 GF0379  NGVD 29 (??/??/92)  257.741  (m)          845.61   (f) ADJ UNCH    2 0
 GF0379
 GF0379.Superseded values are not recommended for survey control.
 GF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0379.See file dsdata.txt to determine how the superseded data were derived.
 GF0379
 GF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV894904(NAD 83)
 GF0379_MARKER: DB = BENCH MARK DISK
 GF0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0379_STAMPING: T 130 1935
 GF0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0379+STABILITY: SURFACE MOTION
 GF0379
 GF0379  HISTORY     - Date     Condition        Report By
 GF0379  HISTORY     - 1935     MONUMENTED       CGS
 GF0379
 GF0379                          STATION DESCRIPTION
 GF0379
 GF0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0379'5.8 MI NE FROM JASPER.
 GF0379'5 3/4 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM JASPER, NEWTON
 GF0379'COUNTY, 2.9 MILES EAST ALONG THE YARDELLE ROAD, 0.2 MILE NORTH
 GF0379'OF A NARROW CUT, 26 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GF0379'22 FEET SOUTHEAST OF THE EAST END OF A SMALL STONE CULVERT, 17
 GF0379'FEET SOUTH OF THE CENTERLINE OF A DIM ROAD LEADING EAST, AND 10
 GF0379'FEET SOUTHWEST OF A BLAZED 18-INCH WHITE OAK TREE.  A STANDARD
 GF0379'DISK, STAMPED T 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0204 ***********************************************************************
 EK0204  DESIGNATION -  T 131 RESET
 EK0204  PID         -  EK0204
 EK0204  STATE/COUNTY-  AR/POLK
 EK0204  USGS QUAD   -  VANDERVOORT (1984)
 EK0204
 EK0204                         *CURRENT SURVEY CONTROL
 EK0204  ___________________________________________________________________
 EK0204* NAD 83(1986)-  34 23 30.     (N)    094 16 57.     (W)     SCALED    
 EK0204* NAVD 88     -       305.51   (meters)    1002.3    (feet)  RESET     
 EK0204  ___________________________________________________________________
 EK0204  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 EK0204
 EK0204  VERT ORDER  -  THIRD
 EK0204
 EK0204.The horizontal coordinates were scaled from a topographic map and have
 EK0204.an estimated accuracy of +/- 6 seconds.
 EK0204
 EK0204.The orthometric height was computed from unverified reset data.
 EK0204
 EK0204.The geoid height was determined by GEOID03.
 EK0204
 EK0204;                    North         East    Units  Estimated Accuracy
 EK0204;SPC AR S     -   593,670.      190,140.      MT  (+/- 180 meters Scaled)
 EK0204
 EK0204                          SUPERSEDED SURVEY CONTROL
 EK0204
 EK0204.No superseded survey control is available for this station.
 EK0204
 EK0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU821063(NAD 83)
 EK0204_MARKER: DB = BENCH MARK DISK
 EK0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0204_STAMPING: T 131 RESET 1964
 EK0204_MARK LOGO: CGS   
 EK0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0204+STABILITY: SURFACE MOTION
 EK0204
 EK0204  HISTORY     - Date     Condition        Report By
 EK0204  HISTORY     - 1964     MONUMENTED       CGS
 EK0204  HISTORY     - 1985     GOOD             NGS
 EK0204
 EK0204                          STATION DESCRIPTION
 EK0204
 EK0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EK0204'5.6 MI E FROM VANDERVOORT.
 EK0204'LOCATED 5.6 MILES EAST ALONG STATE HIGHWAY 246, FROM ITS CROSSING
 EK0204'WITH THE KANSAS CITY SOUTHERN RAILROAD AT VANDERVOORT, POLK,
 EK0204'COUNTY, 194 FEET EAST OF A BOX CULVERT AT THE BOTTOM OF A VALLEY
 EK0204'BETWEEN TWO HILLS, 47 FEET NORTH OF THE CENTER OF THE ROAD,
 EK0204'45 FEET EAST OF A CONCRETE ROAD, MARKER AND 1 FOOT NORTH OF A
 EK0204'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED T 131 RESET
 EK0204'1964, SET IN THE TOP OF A 12-INCH CONCRETE POST PROJECTING
 EK0204'6 INCHES.
 EK0204
 EK0204                          STATION RECOVERY (1985)
 EK0204
 EK0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0204'RECOVERED IN GOOD CONDITION, NOT LEVELED TO THIS SURVEY, OFF MAIN
 EK0204'LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0171 ***********************************************************************
 EK0171  DESIGNATION -  T 132
 EK0171  PID         -  EK0171
 EK0171  STATE/COUNTY-  AR/POLK
 EK0171  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0171
 EK0171                         *CURRENT SURVEY CONTROL
 EK0171  ___________________________________________________________________
 EK0171* NAD 83(1986)-  34 25 00.     (N)    094 12 18.     (W)     SCALED    
 EK0171* NAVD 88     -       382.549  (meters)    1255.08   (feet)  ADJUSTED  
 EK0171  ___________________________________________________________________
 EK0171  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EK0171  DYNAMIC HT  -         382.142 (meters)    1253.74  (feet)  COMP
 EK0171  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 EK0171
 EK0171  VERT ORDER  -  SECOND    CLASS 0
 EK0171
 EK0171.The horizontal coordinates were scaled from a topographic map and have
 EK0171.an estimated accuracy of +/- 6 seconds.
 EK0171
 EK0171.The orthometric height was determined by differential leveling
 EK0171.and adjusted by the National Geodetic Survey in June 1991..
 EK0171
 EK0171.The geoid height was determined by GEOID03.
 EK0171
 EK0171.The dynamic height is computed by dividing the NAVD 88
 EK0171.geopotential number by the normal gravity value computed on the
 EK0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0171.degrees latitude (g = 980.6199 gals.).
 EK0171
 EK0171.The modeled gravity was interpolated from observed gravity values.
 EK0171
 EK0171;                    North         East    Units  Estimated Accuracy
 EK0171;SPC AR S     -   596,280.      197,320.      MT  (+/- 180 meters Scaled)
 EK0171
 EK0171                          SUPERSEDED SURVEY CONTROL
 EK0171
 EK0171  NGVD 29 (??/??/92)  382.478  (m)         1254.85   (f) ADJ UNCH    2 0
 EK0171
 EK0171.Superseded values are not recommended for survey control.
 EK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0171.See file dsdata.txt to determine how the superseded data were derived.
 EK0171
 EK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU892090(NAD 83)
 EK0171_MARKER: DB = BENCH MARK DISK
 EK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0171_STAMPING: T-132 1935
 EK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0171+STABILITY: SURFACE MOTION
 EK0171
 EK0171  HISTORY     - Date     Condition        Report By
 EK0171  HISTORY     - 1935     MONUMENTED       CGS
 EK0171  HISTORY     - 1984     MARK NOT FOUND   USGS
 EK0171
 EK0171                          STATION DESCRIPTION
 EK0171
 EK0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0171'4.9 MI N FROM HARTLEY.
 EK0171'4.9 MILES NORTH OF, ALONG THE COSSATOT ROAD, FROM J.M. WATKINS
 EK0171'FARM HOUSE.  ABOUT .1 MILE NORTH OF THE SUMMIT OF RIDGE AND A
 EK0171'FOREST SERVICE OBSERVATION TOWER, AT JUNCTION OF THE LITTLE
 EK0171'BRUSHY ROAD, 33 FEET SOUTH OF INTERSECTION OF THE CENTERLINES
 EK0171'OF ROADS, 31.5 FEET SOUTHWEST OF A BLAZED PINE TREE 1.6 FT. IN
 EK0171'DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0171
 EK0171                          STATION RECOVERY (1984)
 EK0171
 EK0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 EK0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0194 ***********************************************************************
 EK0194  DESIGNATION -  T 133
 EK0194  PID         -  EK0194
 EK0194  STATE/COUNTY-  AR/POLK
 EK0194  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0194
 EK0194                         *CURRENT SURVEY CONTROL
 EK0194  ___________________________________________________________________
 EK0194* NAD 83(1986)-  34 26 30.     (N)    094 03 51.     (W)     SCALED    
 EK0194* NAVD 88     -       385.392  (meters)    1264.41   (feet)  ADJUSTED  
 EK0194  ___________________________________________________________________
 EK0194  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EK0194  DYNAMIC HT  -         384.985 (meters)    1263.07  (feet)  COMP
 EK0194  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 EK0194
 EK0194  VERT ORDER  -  SECOND    CLASS 0
 EK0194
 EK0194.The horizontal coordinates were scaled from a topographic map and have
 EK0194.an estimated accuracy of +/- 6 seconds.
 EK0194
 EK0194.The orthometric height was determined by differential leveling
 EK0194.and adjusted by the National Geodetic Survey in June 1991..
 EK0194
 EK0194.The geoid height was determined by GEOID03.
 EK0194
 EK0194.The dynamic height is computed by dividing the NAVD 88
 EK0194.geopotential number by the normal gravity value computed on the
 EK0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0194.degrees latitude (g = 980.6199 gals.).
 EK0194
 EK0194.The modeled gravity was interpolated from observed gravity values.
 EK0194
 EK0194;                    North         East    Units  Estimated Accuracy
 EK0194;SPC AR S     -   598,780.      210,320.      MT  (+/- 180 meters Scaled)
 EK0194
 EK0194                          SUPERSEDED SURVEY CONTROL
 EK0194
 EK0194  NGVD 29 (??/??/92)  385.323  (m)         1264.18   (f) ADJ UNCH    2 0
 EK0194
 EK0194.Superseded values are not recommended for survey control.
 EK0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0194.See file dsdata.txt to determine how the superseded data were derived.
 EK0194
 EK0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU022116(NAD 83)
 EK0194_MARKER: DB = BENCH MARK DISK
 EK0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0194_STAMPING: T-133 1935
 EK0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0194+STABILITY: SURFACE MOTION
 EK0194
 EK0194  HISTORY     - Date     Condition        Report By
 EK0194  HISTORY     - 1935     MONUMENTED       CGS
 EK0194  HISTORY     - 1961     GOOD             NGS
 EK0194
 EK0194                          STATION DESCRIPTION
 EK0194
 EK0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0194'3.5 MI E FROM SHADY.
 EK0194'3.5 MILES EAST OF, ALONG THE MINE CREEK ROAD, FROM COSSATOT
 EK0194'CREEK HWY BRIDGE.  AT THE W.J. WHISENHUNT FARM, 78.5 FEET WEST
 EK0194'OF SOUTH END OF A PIPE CULVERT AT FOOT OF A SMALL HILL AT TURN
 EK0194'IN THE ROAD, 20 FEET SOUTH OF THE ROAD CENTERLINE, 12.4 FEET
 EK0194'WEST OF A FENCE CORNER AT NORTHEAST OF FARMYARD, 1 FT. NORTH
 EK0194'OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0194
 EK0194                          STATION RECOVERY (1961)
 EK0194
 EK0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1511 ***********************************************************************
 EJ1511  DESIGNATION -  T 134
 EJ1511  PID         -  EJ1511
 EJ1511  STATE/COUNTY-  AR/MONTGOMERY
 EJ1511  USGS QUAD   -  ODEN (1985)
 EJ1511
 EJ1511                         *CURRENT SURVEY CONTROL
 EJ1511  ___________________________________________________________________
 EJ1511* NAD 83(1986)-  34 36 38.     (N)    093 51 20.     (W)     SCALED    
 EJ1511* NAVD 88     -       248.704  (meters)     815.96   (feet)  ADJUSTED  
 EJ1511  ___________________________________________________________________
 EJ1511  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 EJ1511  DYNAMIC HT  -         248.445 (meters)     815.11  (feet)  COMP
 EJ1511  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 EJ1511
 EJ1511  VERT ORDER  -  SECOND    CLASS 0
 EJ1511
 EJ1511.The horizontal coordinates were scaled from a topographic map and have
 EJ1511.an estimated accuracy of +/- 6 seconds.
 EJ1511
 EJ1511.The orthometric height was determined by differential leveling
 EJ1511.and adjusted by the National Geodetic Survey in June 1991..
 EJ1511
 EJ1511.The geoid height was determined by GEOID03.
 EJ1511
 EJ1511.The dynamic height is computed by dividing the NAVD 88
 EJ1511.geopotential number by the normal gravity value computed on the
 EJ1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1511.degrees latitude (g = 980.6199 gals.).
 EJ1511
 EJ1511.The modeled gravity was interpolated from observed gravity values.
 EJ1511
 EJ1511;                    North         East    Units  Estimated Accuracy
 EJ1511;SPC AR S     -   617,150.      229,830.      MT  (+/- 180 meters Scaled)
 EJ1511
 EJ1511                          SUPERSEDED SURVEY CONTROL
 EJ1511
 EJ1511  NGVD 29 (??/??/92)  248.634  (m)          815.73   (f) ADJ UNCH    2 0
 EJ1511
 EJ1511.Superseded values are not recommended for survey control.
 EJ1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1511.See file dsdata.txt to determine how the superseded data were derived.
 EJ1511
 EJ1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU215301(NAD 83)
 EJ1511_MARKER: DB = BENCH MARK DISK
 EJ1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1511_STAMPING: T 134 1935
 EJ1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1511+STABILITY: SURFACE MOTION
 EJ1511
 EJ1511  HISTORY     - Date     Condition        Report By
 EJ1511  HISTORY     - 1935     MONUMENTED       CGS
 EJ1511  HISTORY     - 1961     GOOD             NGS
 EJ1511  HISTORY     - 1972     GOOD             USFS
 EJ1511
 EJ1511                          STATION DESCRIPTION
 EJ1511
 EJ1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1511'4.2 MI E FROM PINE RIDGE.
 EJ1511'THIS MARK WAS RECOVERED ABOUT 3.75 MILES EAST ALONG STATE HIGHWAY 88
 EJ1511'FROM THE PINE RIDGE POST OFFICE, IN FRONT OF A WHITE HOUSE, ABOUT 10
 EJ1511'FEET WEST OF THE SOUTH END OF A SIDEWALK LEADING TO FRONT PORCH AND
 EJ1511'PROJECTS ABOUT 2 INCHES.
 EJ1511
 EJ1511                          STATION RECOVERY (1972)
 EJ1511
 EJ1511'RECOVERY NOTE BY US FOREST SERVICE 1972
 EJ1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0059 ***********************************************************************
 EK0059  DESIGNATION -  T 135
 EK0059  PID         -  EK0059
 EK0059  STATE/COUNTY-  AR/POLK
 EK0059  USGS QUAD   -  Y CITY (1975)
 EK0059
 EK0059                         *CURRENT SURVEY CONTROL
 EK0059  ___________________________________________________________________
 EK0059* NAD 83(1986)-  34 39 32.     (N)    094 01 30.     (W)     SCALED    
 EK0059* NAVD 88     -       405.359  (meters)    1329.92   (feet)  ADJUSTED  
 EK0059  ___________________________________________________________________
 EK0059  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 EK0059  DYNAMIC HT  -         404.924 (meters)    1328.49  (feet)  COMP
 EK0059  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 EK0059
 EK0059  VERT ORDER  -  SECOND    CLASS 0
 EK0059
 EK0059.The horizontal coordinates were scaled from a topographic map and have
 EK0059.an estimated accuracy of +/- 6 seconds.
 EK0059
 EK0059.The orthometric height was determined by differential leveling
 EK0059.and adjusted by the National Geodetic Survey in June 1991..
 EK0059
 EK0059.The geoid height was determined by GEOID03.
 EK0059
 EK0059.The dynamic height is computed by dividing the NAVD 88
 EK0059.geopotential number by the normal gravity value computed on the
 EK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0059.degrees latitude (g = 980.6199 gals.).
 EK0059
 EK0059.The modeled gravity was interpolated from observed gravity values.
 EK0059
 EK0059;                    North         East    Units  Estimated Accuracy
 EK0059;SPC AR S     -   622,800.      214,390.      MT  (+/- 180 meters Scaled)
 EK0059
 EK0059                          SUPERSEDED SURVEY CONTROL
 EK0059
 EK0059  NGVD 29 (??/??/92)  405.267  (m)         1329.61   (f) ADJ UNCH    2 0
 EK0059
 EK0059.Superseded values are not recommended for survey control.
 EK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0059.See file dsdata.txt to determine how the superseded data were derived.
 EK0059
 EK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU060356(NAD 83)
 EK0059_MARKER: DB = BENCH MARK DISK
 EK0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0059_STAMPING: T 135 1935
 EK0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0059+STABILITY: SURFACE MOTION
 EK0059
 EK0059  HISTORY     - Date     Condition        Report By
 EK0059  HISTORY     - 1935     MONUMENTED       CGS
 EK0059
 EK0059                          STATION DESCRIPTION
 EK0059
 EK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0059'2 MI E FROM EUREKA.
 EK0059'40 FEET EAST OF THE EAST BANK OF TURNER CREEK, 31 FEET NORTH
 EK0059'OF THE ROAD CENTERLINE, 19.5 FEET NORTHWEST OF A BLAZED OAK
 EK0059'TREE 1.7 FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE
 EK0059'POST.  NOTE-- 40 FEET EAST OF THE EAST BANK OF TURNER CREEK,
 EK0059'31 FEET NORTH OF THE CENTERLINE OF THE ROAD, 24 FEET WEST OF THE
 EK0059'CENTERLINE OF A WOODS ROAD AND 10 FEET SOUTH OF A BLAZED PINE
 EK0059'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1209 ***********************************************************************
 EJ1209  DESIGNATION -  T 137
 EJ1209  PID         -  EJ1209
 EJ1209  STATE/COUNTY-  AR/CLARK
 EJ1209  USGS QUAD   -  CHALYBEATE MTN EAST (1975)
 EJ1209
 EJ1209                         *CURRENT SURVEY CONTROL
 EJ1209  ___________________________________________________________________
 EJ1209* NAD 83(1986)-  34 08 20.     (N)    093 21 39.     (W)     SCALED    
 EJ1209* NAVD 88     -       159.095  (meters)     521.96   (feet)  ADJUSTED  
 EJ1209  ___________________________________________________________________
 EJ1209  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EJ1209  DYNAMIC HT  -         158.935 (meters)     521.44  (feet)  COMP
 EJ1209  MODELED GRAV-     979,627.4   (mgal)                       NAVD 88
 EJ1209
 EJ1209  VERT ORDER  -  SECOND    CLASS 0
 EJ1209
 EJ1209.The horizontal coordinates were scaled from a topographic map and have
 EJ1209.an estimated accuracy of +/- 6 seconds.
 EJ1209
 EJ1209.The orthometric height was determined by differential leveling
 EJ1209.and adjusted by the National Geodetic Survey in June 1991..
 EJ1209
 EJ1209.The geoid height was determined by GEOID03.
 EJ1209
 EJ1209.The dynamic height is computed by dividing the NAVD 88
 EJ1209.geopotential number by the normal gravity value computed on the
 EJ1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1209.degrees latitude (g = 980.6199 gals.).
 EJ1209
 EJ1209.The modeled gravity was interpolated from observed gravity values.
 EJ1209
 EJ1209;                    North         East    Units  Estimated Accuracy
 EJ1209;SPC AR S     -   564,120.      274,500.      MT  (+/- 180 meters Scaled)
 EJ1209
 EJ1209                          SUPERSEDED SURVEY CONTROL
 EJ1209
 EJ1209  NGVD 29 (??/??/92)  159.095  (m)          521.96   (f) ADJ UNCH    2 0
 EJ1209
 EJ1209.Superseded values are not recommended for survey control.
 EJ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1209.See file dsdata.txt to determine how the superseded data were derived.
 EJ1209
 EJ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT667776(NAD 83)
 EJ1209_MARKER: DB = BENCH MARK DISK
 EJ1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1209_STAMPING: T 137 1935
 EJ1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1209+STABILITY: SURFACE MOTION
 EJ1209
 EJ1209  HISTORY     - Date     Condition        Report By
 EJ1209  HISTORY     - 1935     MONUMENTED       CGS
 EJ1209  HISTORY     - 1964     GOOD             NGS
 EJ1209
 EJ1209                          STATION DESCRIPTION
 EJ1209
 EJ1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1209'8.4 MI NW FROM HOLLYWOOD.
 EJ1209'8.4 MILES NORTHWEST FROM THE POST OFFICE AT HOLLYWOOD, ALONG MILITARY
 EJ1209'ROAD, 1.4 MILES EAST OF THE JUNCTION OF GRAYSONIA ROAD, AT THE
 EJ1209'JUNCTION OF THE FRAZIER ROAD, 28 FEET NORTHWEST OF THE CENTER OF THE
 EJ1209'INTERSECTION OF THE ROADS, 23 FEET NORTH OF THE CENTERLINE OF THE
 EJ1209'ROAD, AND 14 FEET EAST OF A 13-INCH BLAZED PINE TREE.  A STANDARD
 EJ1209'DISK, STAMPED T 137 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 EJ1209'MARK IS IN THE NW 1/4 SEC 16, T. 7 S., R. 22 W., AT INTERSECTION OF
 EJ1209'MILITARY AND FRAZIER ROADS AND 2 FT SE OF A POST SUPPORTING ROAD
 EJ1209'SIGNS.
 EJ1209
 EJ1209                          STATION RECOVERY (1964)
 EJ1209
 EJ1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1195 ***********************************************************************
 EJ1195  DESIGNATION -  T 138
 EJ1195  PID         -  EJ1195
 EJ1195  STATE/COUNTY-  AR/HOT SPRING
 EJ1195  USGS QUAD   -  BISMARCK (1976)
 EJ1195
 EJ1195                         *CURRENT SURVEY CONTROL
 EJ1195  ___________________________________________________________________
 EJ1195* NAD 83(1986)-  34 18 28.     (N)    093 12 23.     (W)     SCALED    
 EJ1195* NAVD 88     -       129.829  (meters)     425.95   (feet)  ADJUSTED  
 EJ1195  ___________________________________________________________________
 EJ1195  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ1195  DYNAMIC HT  -         129.699 (meters)     425.52  (feet)  COMP
 EJ1195  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 EJ1195
 EJ1195  VERT ORDER  -  SECOND    CLASS 0
 EJ1195
 EJ1195.The horizontal coordinates were scaled from a topographic map and have
 EJ1195.an estimated accuracy of +/- 6 seconds.
 EJ1195
 EJ1195.The orthometric height was determined by differential leveling
 EJ1195.and adjusted by the National Geodetic Survey in June 1991..
 EJ1195
 EJ1195.The geoid height was determined by GEOID03.
 EJ1195
 EJ1195.The dynamic height is computed by dividing the NAVD 88
 EJ1195.geopotential number by the normal gravity value computed on the
 EJ1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1195.degrees latitude (g = 980.6199 gals.).
 EJ1195
 EJ1195.The modeled gravity was interpolated from observed gravity values.
 EJ1195
 EJ1195;                    North         East    Units  Estimated Accuracy
 EJ1195;SPC AR S     -   582,680.      288,960.      MT  (+/- 180 meters Scaled)
 EJ1195
 EJ1195                          SUPERSEDED SURVEY CONTROL
 EJ1195
 EJ1195  NGVD 29 (??/??/92)  129.828  (m)          425.94   (f) ADJ UNCH    2 0
 EJ1195
 EJ1195.Superseded values are not recommended for survey control.
 EJ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1195.See file dsdata.txt to determine how the superseded data were derived.
 EJ1195
 EJ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT810963(NAD 83)
 EJ1195_MARKER: DB = BENCH MARK DISK
 EJ1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1195_STAMPING: T 138 1935
 EJ1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1195+STABILITY: SURFACE MOTION
 EJ1195
 EJ1195  HISTORY     - Date     Condition        Report By
 EJ1195  HISTORY     - 1935     MONUMENTED       CGS
 EJ1195  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1195
 EJ1195                          STATION DESCRIPTION
 EJ1195
 EJ1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1195'IN LAMBERT.
 EJ1195'AT LAMBERT, HOT SPRINGS COUNTY, 1.8 MILES WEST ALONG THE
 EJ1195'BEATON-BISMARCK ROAD FROM THE BISMARCK-MARCUS HIGH SCHOOL, 120 FEET
 EJ1195'NORTHEAST OF THE POST OFFICE, 50 FEET WEST OF A GATE TO THE ADDIE
 EJ1195'SANDERS RESIDENCE, 37 FEET NORTH OF THE CENTERLINE OF THE ROAD, 10.5
 EJ1195'FEET NORTH OF THE SOUTHWEST CORNER OF THE YARD FENCE, AND 1 FOOT WEST
 EJ1195'OF THE FENCE.  A STANDARD DISK, STAMPED T 138 1935 AND SET IN THE TOP
 EJ1195'OF A CONCRETE POST.
 EJ1195
 EJ1195                          STATION RECOVERY (1998)
 EJ1195
 EJ1195'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1184 ***********************************************************************
 EJ1184  DESIGNATION -  T 140
 EJ1184  PID         -  EJ1184
 EJ1184  STATE/COUNTY-  AR/GARLAND
 EJ1184  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1184
 EJ1184                         *CURRENT SURVEY CONTROL
 EJ1184  ___________________________________________________________________
 EJ1184* NAD 83(1986)-  34 23 32.     (N)    093 02 28.     (W)     SCALED    
 EJ1184* NAVD 88     -       171.444  (meters)     562.48   (feet)  ADJUSTED  
 EJ1184  ___________________________________________________________________
 EJ1184  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EJ1184  DYNAMIC HT  -         171.273 (meters)     561.92  (feet)  COMP
 EJ1184  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 EJ1184
 EJ1184  VERT ORDER  -  SECOND    CLASS 0
 EJ1184
 EJ1184.The horizontal coordinates were scaled from a topographic map and have
 EJ1184.an estimated accuracy of +/- 6 seconds.
 EJ1184
 EJ1184.The orthometric height was determined by differential leveling
 EJ1184.and adjusted by the National Geodetic Survey in June 1991..
 EJ1184
 EJ1184.The geoid height was determined by GEOID03.
 EJ1184
 EJ1184.The dynamic height is computed by dividing the NAVD 88
 EJ1184.geopotential number by the normal gravity value computed on the
 EJ1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1184.degrees latitude (g = 980.6199 gals.).
 EJ1184
 EJ1184.The modeled gravity was interpolated from observed gravity values.
 EJ1184
 EJ1184;                    North         East    Units  Estimated Accuracy
 EJ1184;SPC AR S     -   591,870.      304,270.      MT  (+/- 180 meters Scaled)
 EJ1184
 EJ1184                          SUPERSEDED SURVEY CONTROL
 EJ1184
 EJ1184  NGVD 29 (??/??/92)  171.444  (m)          562.48   (f) ADJ UNCH    2 0
 EJ1184
 EJ1184.Superseded values are not recommended for survey control.
 EJ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1184.See file dsdata.txt to determine how the superseded data were derived.
 EJ1184
 EJ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU962056(NAD 83)
 EJ1184_MARKER: DB = BENCH MARK DISK
 EJ1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1184_STAMPING: T 140 1935
 EJ1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1184+STABILITY: SURFACE MOTION
 EJ1184
 EJ1184  HISTORY     - Date     Condition        Report By
 EJ1184  HISTORY     - 1935     MONUMENTED       CGS
 EJ1184
 EJ1184                          STATION DESCRIPTION
 EJ1184
 EJ1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1184'9 MI SW FROM HOT SPRINGS.
 EJ1184'ABOUT 9 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE MISSOURI
 EJ1184'PACIFIC RAILROAD STATION AT HOT SPRINGS, THENCE SOUTHEAST 3.9 MILES
 EJ1184'ALONG THE HOT SPRINGS-SOCIAL HILL ROAD FROM THE FOURCHE LOUPE SCHOOL
 EJ1184'AT JOHNSON LANDING, 0.8 MILE EAST OF THE JUNCTION OF THE JACK MOUNTAIN
 EJ1184'ROAD, 0.6 MILE EAST OF A CREEK, 135 FEET WEST OF THE SUMMIT OF THE
 EJ1184'EAST SLOPE OF A SMALL HILL, 42 FEET SOUTH OF AN OLD RAILROAD GRADE, 23
 EJ1184'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 14 FEET EAST OF A
 EJ1184'31-INCH BLAZED OAK TREE.  A STANDARD DISK, STAMPED T 140 1935 AND SET
 EJ1184'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1445 ***********************************************************************
 FG1445  DESIGNATION -  T 141
 FG1445  PID         -  FG1445
 FG1445  STATE/COUNTY-  AR/JOHNSON
 FG1445  USGS QUAD   -  OARK (1973)
 FG1445
 FG1445                         *CURRENT SURVEY CONTROL
 FG1445  ___________________________________________________________________
 FG1445* NAD 83(1986)-  35 40 54.     (N)    093 36 55.     (W)     SCALED    
 FG1445* NAVD 88     -       304.137  (meters)     997.82   (feet)  ADJUSTED  
 FG1445  ___________________________________________________________________
 FG1445  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FG1445  DYNAMIC HT  -         303.852 (meters)     996.89  (feet)  COMP
 FG1445  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 FG1445
 FG1445  VERT ORDER  -  SECOND    CLASS 0
 FG1445
 FG1445.The horizontal coordinates were scaled from a topographic map and have
 FG1445.an estimated accuracy of +/- 6 seconds.
 FG1445
 FG1445.The orthometric height was determined by differential leveling
 FG1445.and adjusted by the National Geodetic Survey in June 1991..
 FG1445
 FG1445.The geoid height was determined by GEOID03.
 FG1445
 FG1445.The dynamic height is computed by dividing the NAVD 88
 FG1445.geopotential number by the normal gravity value computed on the
 FG1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1445.degrees latitude (g = 980.6199 gals.).
 FG1445
 FG1445.The modeled gravity was interpolated from observed gravity values.
 FG1445
 FG1445;                    North         East    Units  Estimated Accuracy
 FG1445;SPC AR N     -   150,790.      253,790.      MT  (+/- 180 meters Scaled)
 FG1445
 FG1445                          SUPERSEDED SURVEY CONTROL
 FG1445
 FG1445  NGVD 29 (??/??/92)  304.074  (m)          997.62   (f) ADJ UNCH    2 0
 FG1445
 FG1445.Superseded values are not recommended for survey control.
 FG1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1445.See file dsdata.txt to determine how the superseded data were derived.
 FG1445
 FG1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV443488(NAD 83)
 FG1445_MARKER: DB = BENCH MARK DISK
 FG1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1445_STAMPING: T 141 1935
 FG1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1445+STABILITY: SURFACE MOTION
 FG1445
 FG1445  HISTORY     - Date     Condition        Report By
 FG1445  HISTORY     - 1935     MONUMENTED       CGS
 FG1445  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1445
 FG1445                          STATION DESCRIPTION
 FG1445
 FG1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1445'2 MI E FROM YALE.
 FG1445'2 MILES EAST ALONG THE TAFT-OARK ROAD FROM THE SCHOOL AT YALE, JOHNSON
 FG1445'COUNTY, AT THE DAKE VAULT FARM, 22 FEET NORTH OF THE CENTERLINE OF THE
 FG1445'ROAD, 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 86 FEET
 FG1445'SOUTH OF A WELL, 43 FEET NORTH OF A GATE, AND 23 FEET SOUTH OF A
 FG1445'20-INCH FORKED OAK TREE.  A STANDARD DISK, STAMPED T 141 1935 AND SET
 FG1445'IN THE T OP OF A CONCRETE POST.
 FG1445
 FG1445                          STATION RECOVERY (1973)
 FG1445
 FG1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1456 ***********************************************************************
 FG1456  DESIGNATION -  T 142
 FG1456  PID         -  FG1456
 FG1456  STATE/COUNTY-  AR/JOHNSON
 FG1456  USGS QUAD   -  YALE (1973)
 FG1456
 FG1456                         *CURRENT SURVEY CONTROL
 FG1456  ___________________________________________________________________
 FG1456* NAD 83(1986)-  35 41 53.     (N)    093 39 11.     (W)     SCALED    
 FG1456* NAVD 88     -       284.978  (meters)     934.97   (feet)  ADJUSTED  
 FG1456  ___________________________________________________________________
 FG1456  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FG1456  DYNAMIC HT  -         284.712 (meters)     934.09  (feet)  COMP
 FG1456  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FG1456
 FG1456  VERT ORDER  -  SECOND    CLASS 0
 FG1456
 FG1456.The horizontal coordinates were scaled from a topographic map and have
 FG1456.an estimated accuracy of +/- 6 seconds.
 FG1456
 FG1456.The orthometric height was determined by differential leveling
 FG1456.and adjusted by the National Geodetic Survey in June 1991..
 FG1456
 FG1456.The geoid height was determined by GEOID03.
 FG1456
 FG1456.The dynamic height is computed by dividing the NAVD 88
 FG1456.geopotential number by the normal gravity value computed on the
 FG1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1456.degrees latitude (g = 980.6199 gals.).
 FG1456
 FG1456.The modeled gravity was interpolated from observed gravity values.
 FG1456
 FG1456;                    North         East    Units  Estimated Accuracy
 FG1456;SPC AR N     -   152,660.      250,410.      MT  (+/- 180 meters Scaled)
 FG1456
 FG1456                          SUPERSEDED SURVEY CONTROL
 FG1456
 FG1456  NGVD 29 (??/??/92)  284.910  (m)          934.74   (f) ADJ UNCH    2 0
 FG1456
 FG1456.Superseded values are not recommended for survey control.
 FG1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1456.See file dsdata.txt to determine how the superseded data were derived.
 FG1456
 FG1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV409506(NAD 83)
 FG1456_MARKER: DB = BENCH MARK DISK
 FG1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1456_STAMPING: T 142 1935
 FG1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1456+STABILITY: SURFACE MOTION
 FG1456
 FG1456  HISTORY     - Date     Condition        Report By
 FG1456  HISTORY     - 1935     MONUMENTED       CGS
 FG1456
 FG1456                          STATION DESCRIPTION
 FG1456
 FG1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1456'2.5 MI N FROM YALE.
 FG1456'2.5 MILES NORTH ALONG THE OLD STAGE ROAD LEADING TO DUTTON FROM THE
 FG1456'SCHOOL AT YALE, JOHNSON COUNTY, 26 FEET EAST OF THE CENTERLINE OF THE
 FG1456'ROAD, 60 FEET EAST OF THE EAST SIDE OF A SMALL STREAM, 28 FEET WEST OF
 FG1456'THE NORTHWEST CORNER OF THE W. D. ACORD FARMHOUSE, 5 FEET SOUTH OF THE
 FG1456'SOUTH END OF A GATE, AND 2 FEET WEST OF A FENCE.  A STANDARD DISK,
 FG1456'STAMPED T 142 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0540 ***********************************************************************
 GF0540  DESIGNATION -  T 143
 GF0540  PID         -  GF0540
 GF0540  STATE/COUNTY-  AR/MADISON
 GF0540  USGS QUAD   -  MARBLE (1973)
 GF0540
 GF0540                         *CURRENT SURVEY CONTROL
 GF0540  ___________________________________________________________________
 GF0540* NAD 83(1986)-  36 07 34.     (N)    093 37 13.     (W)     SCALED    
 GF0540* NAVD 88     -       418.782  (meters)    1373.95   (feet)  ADJUSTED  
 GF0540  ___________________________________________________________________
 GF0540  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0540  DYNAMIC HT  -         418.399 (meters)    1372.70  (feet)  COMP
 GF0540  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 GF0540
 GF0540  VERT ORDER  -  SECOND    CLASS 0
 GF0540
 GF0540.The horizontal coordinates were scaled from a topographic map and have
 GF0540.an estimated accuracy of +/- 6 seconds.
 GF0540
 GF0540.The orthometric height was determined by differential leveling
 GF0540.and adjusted by the National Geodetic Survey in June 1991..
 GF0540
 GF0540.The geoid height was determined by GEOID03.
 GF0540
 GF0540.The dynamic height is computed by dividing the NAVD 88
 GF0540.geopotential number by the normal gravity value computed on the
 GF0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0540.degrees latitude (g = 980.6199 gals.).
 GF0540
 GF0540.The modeled gravity was interpolated from observed gravity values.
 GF0540
 GF0540;                    North         East    Units  Estimated Accuracy
 GF0540;SPC AR N     -   200,100.      254,150.      MT  (+/- 180 meters Scaled)
 GF0540
 GF0540                          SUPERSEDED SURVEY CONTROL
 GF0540
 GF0540  NGVD 29 (??/??/92)  418.654  (m)         1373.53   (f) ADJ UNCH    2 0
 GF0540
 GF0540.Superseded values are not recommended for survey control.
 GF0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0540.See file dsdata.txt to determine how the superseded data were derived.
 GF0540
 GF0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV441981(NAD 83)
 GF0540_MARKER: DB = BENCH MARK DISK
 GF0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0540_STAMPING: T 143 1935
 GF0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0540+STABILITY: SURFACE MOTION
 GF0540
 GF0540  HISTORY     - Date     Condition        Report By
 GF0540  HISTORY     - 1935     MONUMENTED       CGS
 GF0540
 GF0540                          STATION DESCRIPTION
 GF0540
 GF0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0540'2.4 MI W FROM MARBLE.
 GF0540'2.4 MILES WEST ALONG STATE HIGHWAY 68 FROM MARBLE HOTEL AT MARBLE,
 GF0540'MADISON COUNTY, ON THE OUTSIDE OF A SHARP CURVE IN THE HIGHWAY,
 GF0540'375 FEET NORTHWEST OF THE LINCOLN SCOTT FARMHOUSE ON THE RAY
 GF0540'ESTATE, 90 FEET NORTHWEST OF A SMALL STREAM, 68 FEET SOUTH OF THE
 GF0540'CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTHEAST OF A FENCE.
 GF0540'A STANDARD DISK, STAMPED T 143 1935 AND SET IN THE TOP OF A
 GF0540'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0549 ***********************************************************************
 GF0549  DESIGNATION -  T 144
 GF0549  PID         -  GF0549
 GF0549  STATE/COUNTY-  AR/MADISON
 GF0549  USGS QUAD   -  KINGSTON (1973)
 GF0549
 GF0549                         *CURRENT SURVEY CONTROL
 GF0549  ___________________________________________________________________
 GF0549* NAD 83(1986)-  36 01 27.     (N)    093 34 35.     (W)     SCALED    
 GF0549* NAVD 88     -       516.073  (meters)    1693.15   (feet)  ADJUSTED  
 GF0549  ___________________________________________________________________
 GF0549  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GF0549  DYNAMIC HT  -         515.598 (meters)    1691.59  (feet)  COMP
 GF0549  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 GF0549
 GF0549  VERT ORDER  -  SECOND    CLASS 0
 GF0549
 GF0549.The horizontal coordinates were scaled from a topographic map and have
 GF0549.an estimated accuracy of +/- 6 seconds.
 GF0549
 GF0549.The orthometric height was determined by differential leveling
 GF0549.and adjusted by the National Geodetic Survey in June 1991..
 GF0549
 GF0549.The geoid height was determined by GEOID03.
 GF0549
 GF0549.The dynamic height is computed by dividing the NAVD 88
 GF0549.geopotential number by the normal gravity value computed on the
 GF0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0549.degrees latitude (g = 980.6199 gals.).
 GF0549
 GF0549.The modeled gravity was interpolated from observed gravity values.
 GF0549
 GF0549;                    North         East    Units  Estimated Accuracy
 GF0549;SPC AR N     -   188,720.      257,920.      MT  (+/- 180 meters Scaled)
 GF0549
 GF0549                          SUPERSEDED SURVEY CONTROL
 GF0549
 GF0549  NGVD 29 (??/??/92)  515.957  (m)         1692.77   (f) ADJ UNCH    2 0
 GF0549
 GF0549.Superseded values are not recommended for survey control.
 GF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0549.See file dsdata.txt to determine how the superseded data were derived.
 GF0549
 GF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV480867(NAD 83)
 GF0549_MARKER: DB = BENCH MARK DISK
 GF0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0549_STAMPING: T 144 1935
 GF0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0549+STABILITY: SURFACE MOTION
 GF0549
 GF0549  HISTORY     - Date     Condition        Report By
 GF0549  HISTORY     - 1935     MONUMENTED       CGS
 GF0549
 GF0549                          STATION DESCRIPTION
 GF0549
 GF0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0549'2.3 MI W FROM LOY.
 GF0549'2.3 MILES WEST ALONG THE LOY-HUNTSVILLE ROAD FROM THE POST
 GF0549'OFFICE AT LOY, MADISON COUNTY, 0.2 MILE SOUTHEAST OF A
 GF0549'FARMHOUSE IN A VALLEY, ON A LONG STEEP HILL, AT THE SOUTHEAST
 GF0549'CORNER OF A PASTURE, 26 FEET WEST OF THE CENTERLINE OF THE
 GF0549'ROAD, AND 15 FEET NORTH OF THE SOUTHEAST PASTURE FENCE CORNER.
 GF0549'A STANDARD DISK, STAMPED T 144 1935 AND SET IN THE TOP OF A
 GF0549'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0615 ***********************************************************************
 GF0615  DESIGNATION -  T 145 RESET
 GF0615  PID         -  GF0615
 GF0615  STATE/COUNTY-  AR/CARROLL
 GF0615  USGS QUAD   -  MARBLE (1973)
 GF0615
 GF0615                         *CURRENT SURVEY CONTROL
 GF0615  ___________________________________________________________________
 GF0615* NAD 83(1986)-  36 13 23.     (N)    093 31 48.     (W)     SCALED    
 GF0615* NAVD 88     -       413.02   (meters)    1355.0    (feet)  RESET     
 GF0615  ___________________________________________________________________
 GF0615  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GF0615
 GF0615  VERT ORDER  -  THIRD
 GF0615
 GF0615.The horizontal coordinates were scaled from a topographic map and have
 GF0615.an estimated accuracy of +/- 6 seconds.
 GF0615
 GF0615.The orthometric height was computed from unverified reset data.
 GF0615
 GF0615.The geoid height was determined by GEOID03.
 GF0615
 GF0615;                    North         East    Units  Estimated Accuracy
 GF0615;SPC AR N     -   210,720.      262,450.      MT  (+/- 180 meters Scaled)
 GF0615
 GF0615                          SUPERSEDED SURVEY CONTROL
 GF0615
 GF0615.No superseded survey control is available for this station.
 GF0615
 GF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA523088(NAD 83)
 GF0615_MARKER: DB = BENCH MARK DISK
 GF0615_SETTING: 66 = SET IN ROCK OUTCROP
 GF0615_SP_SET: SET IN ROCK OUTCROP
 GF0615_STAMPING: T 145 RESET 1959
 GF0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0615+STABILITY: POSITION/ELEVATION WELL
 GF0615
 GF0615  HISTORY     - Date     Condition        Report By
 GF0615  HISTORY     - 1959     MONUMENTED       CGS
 GF0615
 GF0615                          STATION DESCRIPTION
 GF0615
 GF0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GF0615'0.2 MI NORTH FROM METALTON.
 GF0615'AT CEDAR CREEK BRIDGE ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 21
 GF0615'FROM METALTON, 187 FEET NORTHEAST OF THE NORTH BANK OF THE RIVER,
 GF0615'83 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 GF0615'NORTHEAST OF A LONE CEDAR TREE, 177 FEET SOUTH OF A WHITE HOUSE
 GF0615'NORTH OF THE GRAVELED ROAD, 10.5 FEET NORTHWEST OF THE PROJECTED
 GF0615'PLANE OF THE NORTHWEST WALL OF THE WHITE HOUSE, AND IN A LARGE
 GF0615'SANDSTONE OUTCROP WHICH PROJECTS ABOUT 2 FEET ON THE SOUTHWEST
 GF0615'SIDE.
 GF0615'THE MARK IS 3 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0567 ***********************************************************************
 FG0567  DESIGNATION -  T 146 RESET
 FG0567  PID         -  FG0567
 FG0567  STATE/COUNTY-  AR/VAN BUREN
 FG0567  USGS QUAD   -  BOTKINBURG (1965)
 FG0567
 FG0567                         *CURRENT SURVEY CONTROL
 FG0567  ___________________________________________________________________
 FG0567* NAD 83(1986)-  35 43 35.     (N)    092 31 26.     (W)     SCALED    
 FG0567* NAVD 88     -       445.49   (meters)    1461.6    (feet)  RESET     
 FG0567  ___________________________________________________________________
 FG0567  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG0567
 FG0567  VERT ORDER  -  THIRD
 FG0567
 FG0567.The horizontal coordinates were scaled from a topographic map and have
 FG0567.an estimated accuracy of +/- 6 seconds.
 FG0567
 FG0567.The orthometric height was computed from unverified reset data.
 FG0567
 FG0567.The geoid height was determined by GEOID03.
 FG0567
 FG0567;                    North         East    Units  Estimated Accuracy
 FG0567;SPC AR N     -   154,670.      352,610.      MT  (+/- 180 meters Scaled)
 FG0567
 FG0567                          SUPERSEDED SURVEY CONTROL
 FG0567
 FG0567.No superseded survey control is available for this station.
 FG0567
 FG0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV430537(NAD 83)
 FG0567_MARKER: DB = BENCH MARK DISK
 FG0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0567_STAMPING: T 146 RESET 1962
 FG0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0567+STABILITY: SURFACE MOTION
 FG0567
 FG0567  HISTORY     - Date     Condition        Report By
 FG0567  HISTORY     - 1962     MONUMENTED       CGS
 FG0567
 FG0567                          STATION DESCRIPTION
 FG0567
 FG0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0567'2.55 MI S FROM DENNARD.
 FG0567'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE JUNCTION OF U.S.
 FG0567'HIGHWAY 65 AND STATE HIGHWAY 254 AT DENNARD, ABOUT 0.15 MILE SOUTH OF
 FG0567'A POND, WEST ACROSS HIGHWAY FROM A ROCK HOUSE AND ABOUT IN LINE WITH
 FG0567'NORTH FACE, ABOUT 59 FEET WEST OF CENTERLINE OF HIGHWAY AND ABOUT 21
 FG0567'FEET NORTH OF THE CENTERLINE OF A FARM DRIVEWAY, AND SET IN THE TOP OF
 FG0567'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0531 ***********************************************************************
 FG0531  DESIGNATION -  T 147
 FG0531  PID         -  FG0531
 FG0531  STATE/COUNTY-  AR/VAN BUREN
 FG0531  USGS QUAD   -  ALREAD (1965)
 FG0531
 FG0531                         *CURRENT SURVEY CONTROL
 FG0531  ___________________________________________________________________
 FG0531* NAD 83(1986)-  35 41 41.     (N)    092 41 30.     (W)     SCALED    
 FG0531* NAVD 88     -       538.581  (meters)    1766.99   (feet)  ADJUSTED  
 FG0531  ___________________________________________________________________
 FG0531  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0531  DYNAMIC HT  -         538.061 (meters)    1765.29  (feet)  COMP
 FG0531  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 FG0531
 FG0531  VERT ORDER  -  SECOND    CLASS 0
 FG0531
 FG0531.The horizontal coordinates were scaled from a topographic map and have
 FG0531.an estimated accuracy of +/- 6 seconds.
 FG0531
 FG0531.The orthometric height was determined by differential leveling
 FG0531.and adjusted by the National Geodetic Survey in June 1991..
 FG0531
 FG0531.The geoid height was determined by GEOID03.
 FG0531
 FG0531.The dynamic height is computed by dividing the NAVD 88
 FG0531.geopotential number by the normal gravity value computed on the
 FG0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0531.degrees latitude (g = 980.6199 gals.).
 FG0531
 FG0531.The modeled gravity was interpolated from observed gravity values.
 FG0531
 FG0531;                    North         East    Units  Estimated Accuracy
 FG0531;SPC AR N     -   151,260.      337,400.      MT  (+/- 180 meters Scaled)
 FG0531
 FG0531                          SUPERSEDED SURVEY CONTROL
 FG0531
 FG0531  NGVD 29 (??/??/92)  538.487  (m)         1766.69   (f) ADJ UNCH    2 0
 FG0531
 FG0531.Superseded values are not recommended for survey control.
 FG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0531.See file dsdata.txt to determine how the superseded data were derived.
 FG0531
 FG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV278501(NAD 83)
 FG0531_MARKER: DB = BENCH MARK DISK
 FG0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0531_STAMPING: T 147 1935
 FG0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0531+STABILITY: SURFACE MOTION
 FG0531
 FG0531  HISTORY     - Date     Condition        Report By
 FG0531  HISTORY     - 1935     MONUMENTED       CGS
 FG0531  HISTORY     - 1939     GOOD             NGS
 FG0531
 FG0531                          STATION DESCRIPTION
 FG0531
 FG0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0531'5.6 MI E FROM UNA.
 FG0531'5.6 MILES EAST ALONG THE COPELAND ROAD FROM THE JUNCTION OF STATE
 FG0531'HIGHAY 27 AND UNA, VAN BUREN COUNTY, 0.7 MILE EAST OF THE W. A. DALE
 FG0531'FARMHOUSE, 28 FEET NORTH OF THE NORTHEAST CORNER OF A ROCK FENCE, 17
 FG0531'FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE SOUTHWEST CORNER OF A
 FG0531'FIELD BELONGING TO JOHN JACKSON, AND AT THE END OF TRUCK TRAVEL AT THE
 FG0531'TOP OF JACKSON MOUNTAIN.  A STANDARD DISK, STAMPED T 147 1935 AND SET
 FG0531'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0677 ***********************************************************************
 FG0677  DESIGNATION -  T 148
 FG0677  PID         -  FG0677
 FG0677  STATE/COUNTY-  AR/VAN BUREN
 FG0677  USGS QUAD   -  REX (1965)
 FG0677
 FG0677                         *CURRENT SURVEY CONTROL
 FG0677  ___________________________________________________________________
 FG0677* NAD 83(1986)-  35 30 01.     (N)    092 43 47.     (W)     SCALED    
 FG0677* NAVD 88     -       234.462  (meters)     769.23   (feet)  ADJUSTED  
 FG0677  ___________________________________________________________________
 FG0677  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FG0677  DYNAMIC HT  -         234.236 (meters)     768.49  (feet)  COMP
 FG0677  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 FG0677
 FG0677  VERT ORDER  -  SECOND    CLASS 0
 FG0677
 FG0677.The horizontal coordinates were scaled from a topographic map and have
 FG0677.an estimated accuracy of +/- 6 seconds.
 FG0677
 FG0677.The orthometric height was determined by differential leveling
 FG0677.and adjusted by the National Geodetic Survey in June 1991..
 FG0677
 FG0677.The geoid height was determined by GEOID03.
 FG0677
 FG0677.The dynamic height is computed by dividing the NAVD 88
 FG0677.geopotential number by the normal gravity value computed on the
 FG0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0677.degrees latitude (g = 980.6199 gals.).
 FG0677
 FG0677.The modeled gravity was interpolated from observed gravity values.
 FG0677
 FG0677;                    North         East    Units  Estimated Accuracy
 FG0677;SPC AR N     -   129,710.      333,800.      MT  (+/- 180 meters Scaled)
 FG0677
 FG0677                          SUPERSEDED SURVEY CONTROL
 FG0677
 FG0677  NGVD 29 (??/??/92)  234.431  (m)          769.13   (f) ADJ UNCH    2 0
 FG0677
 FG0677.Superseded values are not recommended for survey control.
 FG0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0677.See file dsdata.txt to determine how the superseded data were derived.
 FG0677
 FG0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV245285(NAD 83)
 FG0677_MARKER: DB = BENCH MARK DISK
 FG0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0677_STAMPING: T 148 1935
 FG0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0677+STABILITY: SURFACE MOTION
 FG0677
 FG0677  HISTORY     - Date     Condition        Report By
 FG0677  HISTORY     - 1935     MONUMENTED       CGS
 FG0677  HISTORY     - 1963     POOR             NGS
 FG0677
 FG0677                          STATION DESCRIPTION
 FG0677
 FG0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0677'7.5 MI NW FROM CLEVELAND.
 FG0677'IN VAN BUREN COUNTY, 7.5 MILES NORTHWEST ALONG THE LOST CORNER ROAD
 FG0677'FROM THE POST OFFICE AT CLEVELAND, CONWAY COUNTY, AT LIBERTY SPRINGS
 FG0677'SCHOOL, 180 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 72
 FG0677'FEET EAST OF THE JUNCTION OF THE SCOTLAND ROAD, 40 FEET EAST OF THE
 FG0677'CENTERLINE OF THE SCOTLAND ROAD, 22 FEET NORTHWEST OF A 20-INCH PINE
 FG0677'TREE, 12 1/2 FEET NORTH OF A 12-INCH CEDAR TREE, AND 9 FEET EAST OF A
 FG0677'4-INCH WHITE OAK TREE.  A STANDARD DISK, STAMPED T 148 1935 AND SET IN
 FG0677'THE TOP OF A CONCRETE POST.  NOTE-- USE WITH CAUTION.  NOTE-- THIS
 FG0677'MARK IS LEANING.  LIBERTY SPRINGS SCHOOL HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0616 ***********************************************************************
 FG0616  DESIGNATION -  T 150
 FG0616  PID         -  FG0616
 FG0616  STATE/COUNTY-  AR/SEARCY
 FG0616  USGS QUAD   -  CANAAN (1980)
 FG0616
 FG0616                         *CURRENT SURVEY CONTROL
 FG0616  ___________________________________________________________________
 FG0616* NAD 83(1986)-  35 47 10.     (N)    092 41 33.     (W)     SCALED    
 FG0616* NAVD 88     -       442.798  (meters)    1452.75   (feet)  ADJUSTED  
 FG0616  ___________________________________________________________________
 FG0616  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG0616  DYNAMIC HT  -         442.380 (meters)    1451.38  (feet)  COMP
 FG0616  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 FG0616
 FG0616  VERT ORDER  -  SECOND    CLASS 0
 FG0616
 FG0616.The horizontal coordinates were scaled from a topographic map and have
 FG0616.an estimated accuracy of +/- 6 seconds.
 FG0616
 FG0616.The orthometric height was determined by differential leveling
 FG0616.and adjusted by the National Geodetic Survey in June 1991..
 FG0616
 FG0616.The geoid height was determined by GEOID03.
 FG0616
 FG0616.The dynamic height is computed by dividing the NAVD 88
 FG0616.geopotential number by the normal gravity value computed on the
 FG0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0616.degrees latitude (g = 980.6199 gals.).
 FG0616
 FG0616.The modeled gravity was interpolated from observed gravity values.
 FG0616
 FG0616;                    North         East    Units  Estimated Accuracy
 FG0616;SPC AR N     -   161,390.      337,400.      MT  (+/- 180 meters Scaled)
 FG0616
 FG0616                          SUPERSEDED SURVEY CONTROL
 FG0616
 FG0616  NGVD 29 (??/??/92)  442.690  (m)         1452.39   (f) ADJ UNCH    2 0
 FG0616
 FG0616.Superseded values are not recommended for survey control.
 FG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0616.See file dsdata.txt to determine how the superseded data were derived.
 FG0616
 FG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV277602(NAD 83)
 FG0616_MARKER: DB = BENCH MARK DISK
 FG0616_SETTING: 66 = SET IN ROCK OUTCROP
 FG0616_SP_SET: SET IN ROCK OUTCROP
 FG0616_STAMPING: T 150 1935
 FG0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0616+STABILITY: POSITION/ELEVATION WELL
 FG0616
 FG0616  HISTORY     - Date     Condition        Report By
 FG0616  HISTORY     - 1935     MONUMENTED       CGS
 FG0616
 FG0616                          STATION DESCRIPTION
 FG0616
 FG0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0616'IN KAY.
 FG0616'AT KAY, SEARCY COUNTY, 200 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FG0616'HARMON D. BARNES RESIDENCE, 69 FEET NORTH OF THE SOUTHWEST CORNER OF A
 FG0616'FARM SHOP, 150 FEET NORTH OF THE SOUTHWEST CORNER OF THE POST OFFICE,
 FG0616'64 FEET WEST OF THE CENTERLINE OF THE RED RIVER ROAD, 38 FEET
 FG0616'NORTHEAST OF THE SOUTHWEST CORNER OF A GATE, 26 FEET EAST OF A TREE,
 FG0616'IN A 1 1/2 BY 10 BY 12 FOOT SANDSTONE ROCK AND 3 1/2 FEET FROM THE
 FG0616'EDGE.  A STANDARD DISK, STAMPED T 150 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1161 ***********************************************************************
 EJ1161  DESIGNATION -  T 151
 EJ1161  PID         -  EJ1161
 EJ1161  STATE/COUNTY-  AR/CLARK
 EJ1161  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1161
 EJ1161                         *CURRENT SURVEY CONTROL
 EJ1161  ___________________________________________________________________
 EJ1161* NAD 83(1986)-  34 10 54.     (N)    093 04 14.     (W)     SCALED    
 EJ1161* NAVD 88     -        65.286  (meters)     214.19   (feet)  ADJUSTED  
 EJ1161  ___________________________________________________________________
 EJ1161  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ1161  DYNAMIC HT  -          65.221 (meters)     213.98  (feet)  COMP
 EJ1161  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 EJ1161
 EJ1161  VERT ORDER  -  SECOND    CLASS 0
 EJ1161
 EJ1161.The horizontal coordinates were scaled from a topographic map and have
 EJ1161.an estimated accuracy of +/- 6 seconds.
 EJ1161
 EJ1161.The orthometric height was determined by differential leveling
 EJ1161.and adjusted by the National Geodetic Survey in June 1991..
 EJ1161
 EJ1161.The geoid height was determined by GEOID03.
 EJ1161
 EJ1161.The dynamic height is computed by dividing the NAVD 88
 EJ1161.geopotential number by the normal gravity value computed on the
 EJ1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1161.degrees latitude (g = 980.6199 gals.).
 EJ1161
 EJ1161.The modeled gravity was interpolated from observed gravity values.
 EJ1161
 EJ1161;                    North         East    Units  Estimated Accuracy
 EJ1161;SPC AR S     -   568,550.      301,320.      MT  (+/- 180 meters Scaled)
 EJ1161
 EJ1161                          SUPERSEDED SURVEY CONTROL
 EJ1161
 EJ1161  NGVD 29 (??/??/92)   65.300  (m)          214.24   (f) ADJ UNCH    2 0
 EJ1161
 EJ1161.Superseded values are not recommended for survey control.
 EJ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1161.See file dsdata.txt to determine how the superseded data were derived.
 EJ1161
 EJ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT934823(NAD 83)
 EJ1161_MARKER: DB = BENCH MARK DISK
 EJ1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1161_STAMPING: T 151 1935
 EJ1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1161+STABILITY: SURFACE MOTION
 EJ1161
 EJ1161  HISTORY     - Date     Condition        Report By
 EJ1161  HISTORY     - 1935     MONUMENTED       CGS
 EJ1161  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ1161  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EJ1161  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1161
 EJ1161                          STATION DESCRIPTION
 EJ1161
 EJ1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1161'5.1 MI N FROM ARKADELPHIA.
 EJ1161'LOCATED 5.1 MILES NORTH ALONG U.S. HIGHWAY 67 FROM THE POST OFFICE AT
 EJ1161'ARKADELPHIA, 140 FEET NORTHWEST OF THE JUNCTION WITH STATE HIGHWAY 7,
 EJ1161'49 FEET WEST OF THE CENTERLINE OF THE STATE HIGHWAY 7, 33.2 FEET
 EJ1161'SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST HEADWALL OF A CONCRETE
 EJ1161'PIPE CULVERT, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED T
 EJ1161'151 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1161
 EJ1161                          STATION RECOVERY (1987)
 EJ1161
 EJ1161'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 EJ1161'MARK NOT FOUND.
 EJ1161
 EJ1161                          STATION RECOVERY (1998)
 EJ1161
 EJ1161'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1106 ***********************************************************************
 EJ1106  DESIGNATION -  T 152
 EJ1106  PID         -  EJ1106
 EJ1106  STATE/COUNTY-  AR/CLARK
 EJ1106  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1106
 EJ1106                         *CURRENT SURVEY CONTROL
 EJ1106  ___________________________________________________________________
 EJ1106* NAD 83(1986)-  34 06 50.     (N)    093 03 09.     (W)     SCALED    
 EJ1106* NAVD 88     -        59.205  (meters)     194.24   (feet)  ADJUSTED  
 EJ1106  ___________________________________________________________________
 EJ1106  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ1106  DYNAMIC HT  -          59.146 (meters)     194.05  (feet)  COMP
 EJ1106  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EJ1106
 EJ1106  VERT ORDER  -  FIRST     CLASS II
 EJ1106
 EJ1106.The horizontal coordinates were scaled from a topographic map and have
 EJ1106.an estimated accuracy of +/- 6 seconds.
 EJ1106
 EJ1106.The orthometric height was determined by differential leveling
 EJ1106.and adjusted by the National Geodetic Survey in June 1991..
 EJ1106
 EJ1106.The geoid height was determined by GEOID03.
 EJ1106
 EJ1106.The dynamic height is computed by dividing the NAVD 88
 EJ1106.geopotential number by the normal gravity value computed on the
 EJ1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1106.degrees latitude (g = 980.6199 gals.).
 EJ1106
 EJ1106.The modeled gravity was interpolated from observed gravity values.
 EJ1106
 EJ1106;                    North         East    Units  Estimated Accuracy
 EJ1106;SPC AR S     -   561,010.      302,910.      MT  (+/- 180 meters Scaled)
 EJ1106
 EJ1106                          SUPERSEDED SURVEY CONTROL
 EJ1106
 EJ1106  NGVD 29 (??/??/92)   59.223  (m)          194.30   (f) ADJ UNCH    1 2
 EJ1106
 EJ1106.Superseded values are not recommended for survey control.
 EJ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1106.See file dsdata.txt to determine how the superseded data were derived.
 EJ1106
 EJ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT951747(NAD 83)
 EJ1106_MARKER: DB = BENCH MARK DISK
 EJ1106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1106_SP_SET: BUILDING
 EJ1106_STAMPING: T 152 1935
 EJ1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1106
 EJ1106  HISTORY     - Date     Condition        Report By
 EJ1106  HISTORY     - 1935     MONUMENTED       CGS
 EJ1106  HISTORY     - 1960     GOOD             NGS
 EJ1106  HISTORY     - 1987     GOOD             USPSQD
 EJ1106  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 EJ1106
 EJ1106                          STATION DESCRIPTION
 EJ1106
 EJ1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ1106'IN ARKADELPHIA.
 EJ1106'AT THE MISSOURI PACIFIC RAILROAD STATION, SET VERTICALLY IN THE
 EJ1106'SOUTHEAST FACE OF THE BUILDING, 22 FEET NORTHWEST OF THE NORTHWEST
 EJ1106'RAIL OF THE MAIN TRACK, 22 1/2 FEET NORTHEAST OF THE SOUTH CORNER OF
 EJ1106'THE STATION, 29 FEET SOUTHWEST OF THE TICKET AGENT WINDOW, AND ABOUT 2
 EJ1106'1/2 FEET ABOVE THE PLATFORM.
 EJ1106
 EJ1106                          STATION RECOVERY (1987)
 EJ1106
 EJ1106'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 EJ1106'RECOVERED IN GOOD CONDITION.
 EJ1106
 EJ1106                          STATION RECOVERY (1998)
 EJ1106
 EJ1106'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0788 ***********************************************************************
 FG0788  DESIGNATION -  T 156
 FG0788  PID         -  FG0788
 FG0788  STATE/COUNTY-  AR/NEWTON
 FG0788  USGS QUAD   -  BOXLEY (1975)
 FG0788
 FG0788                         *CURRENT SURVEY CONTROL
 FG0788  ___________________________________________________________________
 FG0788* NAD 83(1986)-  35 56 42.     (N)    093 25 19.     (W)     SCALED    
 FG0788* NAVD 88     -       634.381  (meters)    2081.30   (feet)  ADJUSTED  
 FG0788  ___________________________________________________________________
 FG0788  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0788  DYNAMIC HT  -         633.782 (meters)    2079.33  (feet)  COMP
 FG0788  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 FG0788
 FG0788  VERT ORDER  -  SECOND    CLASS 0
 FG0788
 FG0788.The horizontal coordinates were scaled from a topographic map and have
 FG0788.an estimated accuracy of +/- 6 seconds.
 FG0788
 FG0788.The orthometric height was determined by differential leveling
 FG0788.and adjusted by the National Geodetic Survey in June 1991..
 FG0788
 FG0788.The geoid height was determined by GEOID03.
 FG0788
 FG0788.The dynamic height is computed by dividing the NAVD 88
 FG0788.geopotential number by the normal gravity value computed on the
 FG0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0788.degrees latitude (g = 980.6199 gals.).
 FG0788
 FG0788.The modeled gravity was interpolated from observed gravity values.
 FG0788
 FG0788;                    North         East    Units  Estimated Accuracy
 FG0788;SPC AR N     -   179,730.      271,710.      MT  (+/- 180 meters Scaled)
 FG0788
 FG0788                          SUPERSEDED SURVEY CONTROL
 FG0788
 FG0788  NGVD 29 (??/??/92)  634.289  (m)         2081.00   (f) ADJ UNCH    2 0
 FG0788
 FG0788.Superseded values are not recommended for survey control.
 FG0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0788.See file dsdata.txt to determine how the superseded data were derived.
 FG0788
 FG0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV619779(NAD 83)
 FG0788_MARKER: DB = BENCH MARK DISK
 FG0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0788_STAMPING: T 156 1935
 FG0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0788+STABILITY: SURFACE MOTION
 FG0788
 FG0788  HISTORY     - Date     Condition        Report By
 FG0788  HISTORY     - 1935     MONUMENTED       CGS
 FG0788
 FG0788                          STATION DESCRIPTION
 FG0788
 FG0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0788'1.2 MI SW FROM BOXLEY.
 FG0788'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 FG0788'BOXLEY, NEWTON COUNTY, 1.9 MILES SOUTHWEST ALONG THE BOXLEY-REDSTAR
 FG0788'ROAD ON CAVE MOUNTAIN, 27 FEET NORTHWEST OF A SUDDEN DROP INTO A     E
 FG0788'VALLEY, 25 FEET0 FEET NORTHWEST OF A SUDDEN DROP INTO A VALLEY, 25
 FG0788'FEET SOUTHWEST OF THE NORTHWEST END OF A GATE, 13 FEET NORTHWEST OF A
 FG0788'6-INCH WALNUT TREE, AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD DISK,
 FG0788'STAMPED T 156 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0410 ***********************************************************************
 GF0410  DESIGNATION -  T 157
 GF0410  PID         -  GF0410
 GF0410  STATE/COUNTY-  AR/CARROLL
 GF0410  USGS QUAD   -  ALPENA (1972)
 GF0410
 GF0410                         *CURRENT SURVEY CONTROL
 GF0410  ___________________________________________________________________
 GF0410* NAD 83(1986)-  36 16 35.     (N)    093 18 35.     (W)     SCALED    
 GF0410* NAVD 88     -       421.018  (meters)    1381.29   (feet)  ADJUSTED  
 GF0410  ___________________________________________________________________
 GF0410  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0410  DYNAMIC HT  -         420.645 (meters)    1380.07  (feet)  COMP
 GF0410  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 GF0410
 GF0410  VERT ORDER  -  SECOND    CLASS 0
 GF0410
 GF0410.The horizontal coordinates were scaled from a topographic map and have
 GF0410.an estimated accuracy of +/- 6 seconds.
 GF0410
 GF0410.The orthometric height was determined by differential leveling
 GF0410.and adjusted by the National Geodetic Survey in June 1991..
 GF0410
 GF0410.The geoid height was determined by GEOID03.
 GF0410
 GF0410.The dynamic height is computed by dividing the NAVD 88
 GF0410.geopotential number by the normal gravity value computed on the
 GF0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0410.degrees latitude (g = 980.6199 gals.).
 GF0410
 GF0410.The modeled gravity was interpolated from observed gravity values.
 GF0410
 GF0410;                    North         East    Units  Estimated Accuracy
 GF0410;SPC AR N     -   216,360.      282,330.      MT  (+/- 180 meters Scaled)
 GF0410
 GF0410                          SUPERSEDED SURVEY CONTROL
 GF0410
 GF0410  NGVD 29 (??/??/92)  420.901  (m)         1380.91   (f) ADJ UNCH    2 0
 GF0410
 GF0410.Superseded values are not recommended for survey control.
 GF0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0410.See file dsdata.txt to determine how the superseded data were derived.
 GF0410
 GF0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA721146(NAD 83)
 GF0410_MARKER: DB = BENCH MARK DISK
 GF0410_SETTING: 0 = UNSPECIFIED SETTING
 GF0410_STAMPING: T 157 1935
 GF0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0410
 GF0410  HISTORY     - Date     Condition        Report By
 GF0410  HISTORY     - 1935     MONUMENTED       CGS
 GF0410  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0410
 GF0410                          STATION DESCRIPTION
 GF0410
 GF0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0410'1.7 MI S FROM ALPENA.
 GF0410'1.7 MILES SOUTHWEST OF, ALONG ST. HWY. 68, FROM MISSOURI AND
 GF0410'NORTH ARKANSAS RY. STATION, MARK SET IN NORTHEAST CORNER OF
 GF0410'VINEYARD, ABOUT 750 FEET SOUTH OF MRS. R.L. TAYLORS FARM HOUSE,
 GF0410'22.6 FEET WEST OF CENTERLINE OF ST. HWY. 68, 13.9 FEET WEST
 GF0410'OF SOUTHEAST CORNER OF FIELD FENCE, 1.5 FEET SOUTH OF EAST-WEST
 GF0410'FENCE.
 GF0410
 GF0410                          STATION RECOVERY (1971)
 GF0410
 GF0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0411 ***********************************************************************
 GF0411  DESIGNATION -  T 157 RESET
 GF0411  PID         -  GF0411
 GF0411  STATE/COUNTY-  AR/CARROLL
 GF0411  USGS QUAD   -  ALPENA (1972)
 GF0411
 GF0411                         *CURRENT SURVEY CONTROL
 GF0411  ___________________________________________________________________
 GF0411* NAD 83(1986)-  36 16 36.     (N)    093 18 35.     (W)     SCALED    
 GF0411* NAVD 88     -       420.31   (+/-2cm)    1379.0    (feet)  VERTCON   
 GF0411  ___________________________________________________________________
 GF0411  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0411
 GF0411  VERT ORDER  -  THIRD (See Below)
 GF0411
 GF0411.The horizontal coordinates were scaled from a topographic map and have
 GF0411.an estimated accuracy of +/- 6 seconds.
 GF0411
 GF0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0411.The vertical order pertains to the NGVD 29 superseded value.
 GF0411
 GF0411.The geoid height was determined by GEOID03.
 GF0411
 GF0411;                    North         East    Units  Estimated Accuracy
 GF0411;SPC AR N     -   216,390.      282,330.      MT  (+/- 180 meters Scaled)
 GF0411
 GF0411                          SUPERSEDED SURVEY CONTROL
 GF0411
 GF0411  NGVD 29 (??/??/??)  420.19   (m)         1378.6    (f) RESET       3  
 GF0411
 GF0411.Superseded values are not recommended for survey control.
 GF0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0411.See file dsdata.txt to determine how the superseded data were derived.
 GF0411
 GF0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA721146(NAD 83)
 GF0411_MARKER: DB = BENCH MARK DISK
 GF0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0411_STAMPING: T 157 RESET 1956
 GF0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0411+STABILITY: SURFACE MOTION
 GF0411
 GF0411  HISTORY     - Date     Condition        Report By
 GF0411  HISTORY     - 1956     MONUMENTED       ARHD
 GF0411  HISTORY     - 1956     GOOD             NGS
 GF0411
 GF0411                          STATION DESCRIPTION
 GF0411
 GF0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GF0411'1.3 MI SW FROM ALPENA.
 GF0411'1.3 MILES SOUTHWEST ON NEW HIGHWAY 68 FROM THE JUNCTION OF
 GF0411'STATE HIGHWAY 68 AND U.S. HIGHWAY 62 AT ALPENA, CARROLL COUNTY,
 GF0411'360 FEET NORTHEAST OF A ONE STORY WHITE FARMHOUSE, AND 39 FEET
 GF0411'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GF0411'T 157 RESET 1956 AND SET IN THE TOP OF AN 8 X 8-INCH CONCRETE
 GF0411'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0407 ***********************************************************************
 GF0407  DESIGNATION -  T 158
 GF0407  PID         -  GF0407
 GF0407  STATE/COUNTY-  AR/CARROLL
 GF0407  USGS QUAD   -  OSAGE NE (1968)
 GF0407
 GF0407                         *CURRENT SURVEY CONTROL
 GF0407  ___________________________________________________________________
 GF0407* NAD 83(1986)-  36 10 43.     (N)    093 16 39.     (W)     SCALED    
 GF0407* NAVD 88     -       651.673  (meters)    2138.03   (feet)  ADJUSTED  
 GF0407  ___________________________________________________________________
 GF0407  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GF0407  DYNAMIC HT  -         651.059 (meters)    2136.02  (feet)  COMP
 GF0407  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 GF0407
 GF0407  VERT ORDER  -  SECOND    CLASS 0
 GF0407
 GF0407.The horizontal coordinates were scaled from a topographic map and have
 GF0407.an estimated accuracy of +/- 6 seconds.
 GF0407
 GF0407.The orthometric height was determined by differential leveling
 GF0407.and adjusted by the National Geodetic Survey in June 1991..
 GF0407
 GF0407.The geoid height was determined by GEOID03.
 GF0407
 GF0407.The dynamic height is computed by dividing the NAVD 88
 GF0407.geopotential number by the normal gravity value computed on the
 GF0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0407.degrees latitude (g = 980.6199 gals.).
 GF0407
 GF0407.The modeled gravity was interpolated from observed gravity values.
 GF0407
 GF0407;                    North         East    Units  Estimated Accuracy
 GF0407;SPC AR N     -   205,470.      285,080.      MT  (+/- 180 meters Scaled)
 GF0407
 GF0407                          SUPERSEDED SURVEY CONTROL
 GF0407
 GF0407  NGVD 29 (??/??/92)  651.537  (m)         2137.58   (f) ADJ UNCH    2 0
 GF0407
 GF0407.Superseded values are not recommended for survey control.
 GF0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0407.See file dsdata.txt to determine how the superseded data were derived.
 GF0407
 GF0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA750037(NAD 83)
 GF0407_MARKER: DB = BENCH MARK DISK
 GF0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0407_STAMPING: T 158 1935
 GF0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0407+STABILITY: SURFACE MOTION
 GF0407
 GF0407  HISTORY     - Date     Condition        Report By
 GF0407  HISTORY     - 1935     MONUMENTED       CGS
 GF0407
 GF0407                          STATION DESCRIPTION
 GF0407
 GF0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0407'5 MI NE FROM DELMAR.
 GF0407'5 MILES NORTHEAST ALONG THE BATAVIA-DELMAR ROAD FROM THE POST
 GF0407'OFFICE AT DELMAR, CARROLL COUNTY, 0.1 MILE WEST OF THE
 GF0407'JUNCTION OF THE ROAD TO THE TOP OF CAPITAL HILL, 165 FEET WEST
 GF0407'OF A STONE CULVERT UNDER THE ROAD, 62 FEET SOUTH OF A RAIL
 GF0407'FENCE, 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN A SMALL
 GF0407'OPEN SPACE, AND 17 FEET WEST OF AN 8-INCH OAK TREE.  A STANDARD
 GF0407'DISK, STAMPED T 158 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0396 ***********************************************************************
 GF0396  DESIGNATION -  T 159
 GF0396  PID         -  GF0396
 GF0396  STATE/COUNTY-  AR/NEWTON
 GF0396  USGS QUAD   -  PONCA (1967)
 GF0396
 GF0396                         *CURRENT SURVEY CONTROL
 GF0396  ___________________________________________________________________
 GF0396* NAD 83(1986)-  36 05 11.     (N)    093 20 54.     (W)     SCALED    
 GF0396* NAVD 88     -       702.062  (meters)    2303.35   (feet)  ADJUSTED  
 GF0396  ___________________________________________________________________
 GF0396  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0396  DYNAMIC HT  -         701.393 (meters)    2301.15  (feet)  COMP
 GF0396  MODELED GRAV-     979,655.3   (mgal)                       NAVD 88
 GF0396
 GF0396  VERT ORDER  -  SECOND    CLASS 0
 GF0396
 GF0396.The horizontal coordinates were scaled from a topographic map and have
 GF0396.an estimated accuracy of +/- 6 seconds.
 GF0396
 GF0396.The orthometric height was determined by differential leveling
 GF0396.and adjusted by the National Geodetic Survey in June 1991..
 GF0396
 GF0396.The geoid height was determined by GEOID03.
 GF0396
 GF0396.The dynamic height is computed by dividing the NAVD 88
 GF0396.geopotential number by the normal gravity value computed on the
 GF0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0396.degrees latitude (g = 980.6199 gals.).
 GF0396
 GF0396.The modeled gravity was interpolated from observed gravity values.
 GF0396
 GF0396;                    North         East    Units  Estimated Accuracy
 GF0396;SPC AR N     -   195,320.      278,570.      MT  (+/- 180 meters Scaled)
 GF0396
 GF0396                          SUPERSEDED SURVEY CONTROL
 GF0396
 GF0396  NGVD 29 (??/??/92)  701.938  (m)         2302.94   (f) ADJ UNCH    2 0
 GF0396
 GF0396.Superseded values are not recommended for survey control.
 GF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0396.See file dsdata.txt to determine how the superseded data were derived.
 GF0396
 GF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV686935(NAD 83)
 GF0396_MARKER: DB = BENCH MARK DISK
 GF0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0396_STAMPING: T 159 1935
 GF0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0396+STABILITY: SURFACE MOTION
 GF0396
 GF0396  HISTORY     - Date     Condition        Report By
 GF0396  HISTORY     - 1935     MONUMENTED       CGS
 GF0396
 GF0396                          STATION DESCRIPTION
 GF0396
 GF0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0396'5.5 MI N FROM PONCA.
 GF0396'5.5 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 GF0396'PONCA, NEWTON COUNTY, 300 FEET SOUTH OF THE SUMMIT OF A HILL,
 GF0396'41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 90 FEET NORTH OF A
 GF0396'SOUTHWEST FENCE CORNER, 24 FEET WEST OF A FENCE AND 7 FEET NORTH OF
 GF0396'A 16-INCH OAK TREE.  A STANDARD DISK, STAMPED T 159 1935
 GF0396'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0506 ***********************************************************************
 GE0506  DESIGNATION -  T 16
 GE0506  PID         -  GE0506
 GE0506  STATE/COUNTY-  AR/FULTON
 GE0506  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE0506
 GE0506                         *CURRENT SURVEY CONTROL
 GE0506  ___________________________________________________________________
 GE0506* NAD 83(1986)-  36 28 39.     (N)    091 36 48.     (W)     SCALED    
 GE0506* NAVD 88     -       177.331  (meters)     581.79   (feet)  ADJUSTED  
 GE0506  ___________________________________________________________________
 GE0506  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GE0506  DYNAMIC HT  -         177.185 (meters)     581.31  (feet)  COMP
 GE0506  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 GE0506
 GE0506  VERT ORDER  -  SECOND    CLASS 0
 GE0506
 GE0506.The horizontal coordinates were scaled from a topographic map and have
 GE0506.an estimated accuracy of +/- 6 seconds.
 GE0506
 GE0506.The orthometric height was determined by differential leveling
 GE0506.and adjusted by the National Geodetic Survey in June 1991..
 GE0506
 GE0506.The geoid height was determined by GEOID03.
 GE0506
 GE0506.The dynamic height is computed by dividing the NAVD 88
 GE0506.geopotential number by the normal gravity value computed on the
 GE0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0506.degrees latitude (g = 980.6199 gals.).
 GE0506
 GE0506.The modeled gravity was interpolated from observed gravity values.
 GE0506
 GE0506;                    North         East    Units  Estimated Accuracy
 GE0506;SPC AR N     -   237,960.      434,650.      MT  (+/- 180 meters Scaled)
 GE0506
 GE0506                          SUPERSEDED SURVEY CONTROL
 GE0506
 GE0506  NGVD 29 (??/??/92)  177.21   (m)          581.4    (f) COMPUTED    2 0
 GE0506
 GE0506.Superseded values are not recommended for survey control.
 GE0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0506.See file dsdata.txt to determine how the superseded data were derived.
 GE0506
 GE0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA242378(NAD 83)
 GE0506_MARKER: DB = BENCH MARK DISK
 GE0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0506_SP_SET: ABUTMENT
 GE0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0506
 GE0506  HISTORY     - Date     Condition        Report By
 GE0506  HISTORY     - UNK      MONUMENTED       CGS
 GE0506  HISTORY     - 1932     GOOD             NGS
 GE0506  HISTORY     - 1935     GOOD             NGS
 GE0506
 GE0506                          STATION DESCRIPTION
 GE0506
 GE0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 GE0506'4.8 MI SW FROM MAMMOTH SPRING.
 GE0506'4 3/4 MILES SW ON ST. HWY 9 LOCATED IN THE N.W. END OF THE TOP OF
 GE0506'THE N.E. ABUTMENT OF THE CONCRETE BRIDGE, WITH IRON RAILING, OVER
 GE0506'WATER FORK OF ENGLISH CREEK, IN THE N.E. 1/4 OF S.W. 1/4 OF
 GE0506'SEC 15, T. 21 N., R. 6 W. AND ABOUT 200 YARDS N.E. OF W.C.
 GE0506'LADDS HOUSE ON HWY. 9.
 GE0506
 GE0506                          STATION RECOVERY (1935)
 GE0506
 GE0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0507 ***********************************************************************
 GE0507  DESIGNATION -  T 16 RESET
 GE0507  PID         -  GE0507
 GE0507  STATE/COUNTY-  AR/FULTON
 GE0507  USGS QUAD   -  MAMMOTH SPRING (1962)
 GE0507
 GE0507                         *CURRENT SURVEY CONTROL
 GE0507  ___________________________________________________________________
 GE0507* NAD 83(1986)-  36 28 38.     (N)    091 36 48.     (W)     SCALED    
 GE0507* NAVD 88     -       177.37   (meters)     581.9    (feet)  RESET     
 GE0507  ___________________________________________________________________
 GE0507  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GE0507
 GE0507  VERT ORDER  -  THIRD
 GE0507
 GE0507.The horizontal coordinates were scaled from a topographic map and have
 GE0507.an estimated accuracy of +/- 6 seconds.
 GE0507
 GE0507.The orthometric height was computed from unverified reset data.
 GE0507.No vertical observational check was made to the station.
 GE0507
 GE0507.The geoid height was determined by GEOID03.
 GE0507
 GE0507;                    North         East    Units  Estimated Accuracy
 GE0507;SPC AR N     -   237,930.      434,650.      MT  (+/- 180 meters Scaled)
 GE0507
 GE0507                          SUPERSEDED SURVEY CONTROL
 GE0507
 GE0507  NGVD 29 (??/??/??)  177.25   (m)          581.5    (f) RESET       3  
 GE0507
 GE0507.Superseded values are not recommended for survey control.
 GE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0507.See file dsdata.txt to determine how the superseded data were derived.
 GE0507
 GE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA242377(NAD 83)
 GE0507_MARKER: DB = BENCH MARK DISK
 GE0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0507_SP_SET: BRIDGE
 GE0507_STAMPING: T 16 RESET 1952
 GE0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0507
 GE0507  HISTORY     - Date     Condition        Report By
 GE0507  HISTORY     - 1952     MONUMENTED       ARHD
 GE0507
 GE0507                          STATION DESCRIPTION
 GE0507
 GE0507'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1952
 GE0507'4.8 MI SW FROM MAMMOTH SPRING.
 GE0507'4-3/4 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM MAMMOTH SPRINGS,
 GE0507'FULTON COUNTY, IN THE NE 1/4 SW 1/4 SEC. 15, T 21 N, R 21 N,
 GE0507'R 6 W, 200 YARDS NORTHEAST OF THE W.C. LADD HOUSE, AT THE NEW
 GE0507'CONCRETE BRIDGE OVER WATER FORK OF ENGLISH CREEK, STAMPED T 16
 GE0507'RESET 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1006 ***********************************************************************
 EJ1006  DESIGNATION -  T 161
 EJ1006  PID         -  EJ1006
 EJ1006  STATE/COUNTY-  AR/YELL
 EJ1006  USGS QUAD   -  ONYX (1968)
 EJ1006
 EJ1006                         *CURRENT SURVEY CONTROL
 EJ1006  ___________________________________________________________________
 EJ1006* NAD 83(1986)-  34 45 40.     (N)    093 28 27.     (W)     SCALED    
 EJ1006* NAVD 88     -       242.575  (meters)     795.85   (feet)  ADJUSTED  
 EJ1006  ___________________________________________________________________
 EJ1006  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EJ1006  DYNAMIC HT  -         242.327 (meters)     795.03  (feet)  COMP
 EJ1006  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 EJ1006
 EJ1006  VERT ORDER  -  SECOND    CLASS 0
 EJ1006
 EJ1006.The horizontal coordinates were scaled from a topographic map and have
 EJ1006.an estimated accuracy of +/- 6 seconds.
 EJ1006
 EJ1006.The orthometric height was determined by differential leveling
 EJ1006.and adjusted by the National Geodetic Survey in June 1991..
 EJ1006
 EJ1006.The geoid height was determined by GEOID03.
 EJ1006
 EJ1006.The dynamic height is computed by dividing the NAVD 88
 EJ1006.geopotential number by the normal gravity value computed on the
 EJ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1006.degrees latitude (g = 980.6199 gals.).
 EJ1006
 EJ1006.The modeled gravity was interpolated from observed gravity values.
 EJ1006
 EJ1006;                    North         East    Units  Estimated Accuracy
 EJ1006;SPC AR N     -    48,470.      265,040.      MT  (+/- 180 meters Scaled)
 EJ1006
 EJ1006                          SUPERSEDED SURVEY CONTROL
 EJ1006
 EJ1006  NGVD 29 (??/??/92)  242.518  (m)          795.66   (f) ADJ UNCH    2 0
 EJ1006
 EJ1006.Superseded values are not recommended for survey control.
 EJ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1006.See file dsdata.txt to determine how the superseded data were derived.
 EJ1006
 EJ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU566466(NAD 83)
 EJ1006_MARKER: DB = BENCH MARK DISK
 EJ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1006_STAMPING: T 161 1935
 EJ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1006+STABILITY: SURFACE MOTION
 EJ1006
 EJ1006  HISTORY     - Date     Condition        Report By
 EJ1006  HISTORY     - 1935     MONUMENTED       CGS
 EJ1006
 EJ1006                          STATION DESCRIPTION
 EJ1006
 EJ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1006'3.2 MI SE FROM ALY.
 EJ1006'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 27 AND THE GLADSTONE ROAD FROM
 EJ1006'THE CEMETERY AT ALY, YELL COUNTY, 2 MILES SOUTHEAST OF THE JUNCTION OF
 EJ1006'STATE HIGHWAY 27, 125 FEET EAST OF A CULVERT AT THE MIDDLE OF A CURVE
 EJ1006'IN THE ROAD, 26.7 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 6.4
 EJ1006'FEET EAST OF A 12-INCH BLAZED PINE TREE.  A STANDARD DISK, STAMPED T
 EJ1006'161 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1398 ***********************************************************************
 EJ1398  DESIGNATION -  T 162
 EJ1398  PID         -  EJ1398
 EJ1398  STATE/COUNTY-  AR/MONTGOMERY
 EJ1398  USGS QUAD   -  CADDO GAP (1979)
 EJ1398
 EJ1398                         *CURRENT SURVEY CONTROL
 EJ1398  ___________________________________________________________________
 EJ1398* NAD 83(1986)-  34 25 28.     (N)    093 36 59.     (W)     SCALED    
 EJ1398* NAVD 88     -       204.264  (meters)     670.16   (feet)  ADJUSTED  
 EJ1398  ___________________________________________________________________
 EJ1398  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 EJ1398  DYNAMIC HT  -         204.056 (meters)     669.47  (feet)  COMP
 EJ1398  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 EJ1398
 EJ1398  VERT ORDER  -  SECOND    CLASS 0
 EJ1398
 EJ1398.The horizontal coordinates were scaled from a topographic map and have
 EJ1398.an estimated accuracy of +/- 6 seconds.
 EJ1398
 EJ1398.The orthometric height was determined by differential leveling
 EJ1398.and adjusted by the National Geodetic Survey in June 1991..
 EJ1398
 EJ1398.The geoid height was determined by GEOID03.
 EJ1398
 EJ1398.The dynamic height is computed by dividing the NAVD 88
 EJ1398.geopotential number by the normal gravity value computed on the
 EJ1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1398.degrees latitude (g = 980.6199 gals.).
 EJ1398
 EJ1398.The modeled gravity was interpolated from observed gravity values.
 EJ1398
 EJ1398;                    North         East    Units  Estimated Accuracy
 EJ1398;SPC AR S     -   596,130.      251,430.      MT  (+/- 180 meters Scaled)
 EJ1398
 EJ1398                          SUPERSEDED SURVEY CONTROL
 EJ1398
 EJ1398  NGVD 29 (??/??/92)  204.224  (m)          670.02   (f) ADJ UNCH    2 0
 EJ1398
 EJ1398.Superseded values are not recommended for survey control.
 EJ1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1398.See file dsdata.txt to determine how the superseded data were derived.
 EJ1398
 EJ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU433093(NAD 83)
 EJ1398_MARKER: DB = BENCH MARK DISK
 EJ1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1398_STAMPING: T 162 1935
 EJ1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1398+STABILITY: SURFACE MOTION
 EJ1398
 EJ1398  HISTORY     - Date     Condition        Report By
 EJ1398  HISTORY     - 1935     MONUMENTED       CGS
 EJ1398  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1398
 EJ1398                          STATION DESCRIPTION
 EJ1398
 EJ1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1398'2.1 MI NE FROM CADDO GAP.
 EJ1398'2.1 MILES NORTHEAST ALONG THE BUTTERMILK SPRINGS ROAD FROM THE
 EJ1398'MISSOURI PACIFIC RAILROAD STATION AT CADDO GAP, MONTGOMERY COUNTY, 1.4
 EJ1398'MILES NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 8, 175 FEET WEST OF A
 EJ1398'FARMHOUSE, 70 FEET NORTHEAST OF A WOODEN BRIDGE OVER A SMALL CREEK,
 EJ1398'22.4 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTHWEST
 EJ1398'OF THE CENTER OF A GATE, AND 57 FEET NORTHEAST OF A SOUTH FENCE
 EJ1398'CORNER.  A STANDARD DISK, STAMPED T 162 1935 AND SET IN THE TOP OF A
 EJ1398'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1049 ***********************************************************************
 EJ1049  DESIGNATION -  T 163
 EJ1049  PID         -  EJ1049
 EJ1049  STATE/COUNTY-  AR/MONTGOMERY
 EJ1049  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1049
 EJ1049                         *CURRENT SURVEY CONTROL
 EJ1049  ___________________________________________________________________
 EJ1049* NAD 83(1986)-  34 32 30.     (N)    093 27 09.     (W)     SCALED    
 EJ1049* NAVD 88     -       202.774  (meters)     665.27   (feet)  ADJUSTED  
 EJ1049  ___________________________________________________________________
 EJ1049  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EJ1049  DYNAMIC HT  -         202.571 (meters)     664.60  (feet)  COMP
 EJ1049  MODELED GRAV-     979,633.0   (mgal)                       NAVD 88
 EJ1049
 EJ1049  VERT ORDER  -  SECOND    CLASS 0
 EJ1049
 EJ1049.The horizontal coordinates were scaled from a topographic map and have
 EJ1049.an estimated accuracy of +/- 6 seconds.
 EJ1049
 EJ1049.The orthometric height was determined by differential leveling
 EJ1049.and adjusted by the National Geodetic Survey in June 1991..
 EJ1049
 EJ1049.The geoid height was determined by GEOID03.
 EJ1049
 EJ1049.The dynamic height is computed by dividing the NAVD 88
 EJ1049.geopotential number by the normal gravity value computed on the
 EJ1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1049.degrees latitude (g = 980.6199 gals.).
 EJ1049
 EJ1049.The modeled gravity was interpolated from observed gravity values.
 EJ1049
 EJ1049;                    North         East    Units  Estimated Accuracy
 EJ1049;SPC AR S     -   608,910.      266,680.      MT  (+/- 180 meters Scaled)
 EJ1049
 EJ1049                          SUPERSEDED SURVEY CONTROL
 EJ1049
 EJ1049  NGVD 29 (??/??/92)  202.732  (m)          665.13   (f) ADJ UNCH    2 0
 EJ1049
 EJ1049.Superseded values are not recommended for survey control.
 EJ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1049.See file dsdata.txt to determine how the superseded data were derived.
 EJ1049
 EJ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU584223(NAD 83)
 EJ1049_MARKER: DB = BENCH MARK DISK
 EJ1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1049_STAMPING: T 163 1935
 EJ1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1049+STABILITY: SURFACE MOTION
 EJ1049
 EJ1049  HISTORY     - Date     Condition        Report By
 EJ1049  HISTORY     - 1935     MONUMENTED       CGS
 EJ1049  HISTORY     - 1961     POOR             NGS
 EJ1049  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1049
 EJ1049                          STATION DESCRIPTION
 EJ1049
 EJ1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1049'7.8 MI W FROM CRYSTAL SPRINGS.
 EJ1049'IN MONTGOMERY COUNTY, 7.8 MILES WEST ALONG U.S. HIGHWAY 270 FROM THE
 EJ1049'PUBLIC SCHOOL AT CRYSTAL SPRINGS, GARLAND COUNTY, 1.8 MILES EAST OF A
 EJ1049'CONCRETE BRIDGE OVER GAP CREEK, AT JOPLIN SCHOOL, 100 FEET SOUTHWEST
 EJ1049'OF THE SOUTHWEST CORNER OF THE BUILDING, 75 FEET SOUTHEAST OF THE
 EJ1049'CENTER OF THE INTERSECTION OF THE WOODVILLE SCHOOL ROAD, 38.5 FEET
 EJ1049'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE.
 EJ1049'A STANDARD DISK, STAMPED T 163 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1049'POST.  NOTE-- IN FRONT OF THE COLONIAL MOTEL, ABOUT 4 FEET SOUTH OF
 EJ1049'SOME MAIL BOXES AND AT THE NORTHEAST BASE OF THE MOTEL SIGN.  THE MARK
 EJ1049'PROJECTS ABOUT 10 INCHES AND APPEARS TO BE SLIGHTLY TILTED.
 EJ1049
 EJ1049                          STATION RECOVERY (1989)
 EJ1049
 EJ1049'RECOVERY NOTE BY US POWER SQUADRON 1989 (JFA)
 EJ1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1391 ***********************************************************************
 FF1391  DESIGNATION -  T 164
 FF1391  PID         -  FF1391
 FF1391  STATE/COUNTY-  AR/WHITE
 FF1391  USGS QUAD   -  JASMINE (1994)
 FF1391
 FF1391                         *CURRENT SURVEY CONTROL
 FF1391  ___________________________________________________________________
 FF1391* NAD 83(1986)-  35 06 06.     (N)    091 37 22.     (W)     SCALED    
 FF1391* NAVD 88     -        64.945  (meters)     213.07   (feet)  ADJUSTED  
 FF1391  ___________________________________________________________________
 FF1391  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1391  DYNAMIC HT  -          64.885 (meters)     212.88  (feet)  COMP
 FF1391  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 FF1391
 FF1391  VERT ORDER  -  FIRST     CLASS II
 FF1391
 FF1391.The horizontal coordinates were scaled from a topographic map and have
 FF1391.an estimated accuracy of +/- 6 seconds.
 FF1391
 FF1391.The orthometric height was determined by differential leveling
 FF1391.and adjusted by the National Geodetic Survey in June 1991..
 FF1391
 FF1391.The geoid height was determined by GEOID03.
 FF1391
 FF1391.The dynamic height is computed by dividing the NAVD 88
 FF1391.geopotential number by the normal gravity value computed on the
 FF1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1391.degrees latitude (g = 980.6199 gals.).
 FF1391
 FF1391.The modeled gravity was interpolated from observed gravity values.
 FF1391
 FF1391;                    North         East    Units  Estimated Accuracy
 FF1391;SPC AR N     -    85,310.      434,390.      MT  (+/- 180 meters Scaled)
 FF1391
 FF1391                          SUPERSEDED SURVEY CONTROL
 FF1391
 FF1391  NGVD 29 (??/??/??)   64.922  (m)          213.00   (f) ADJUSTED    1 2
 FF1391
 FF1391.Superseded values are not recommended for survey control.
 FF1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1391.See file dsdata.txt to determine how the superseded data were derived.
 FF1391
 FF1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU255851(NAD 83)
 FF1391_MARKER: DB = BENCH MARK DISK
 FF1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1391_STAMPING: T 164 1955
 FF1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1391+STABILITY: SURFACE MOTION
 FF1391
 FF1391  HISTORY     - Date     Condition        Report By
 FF1391  HISTORY     - 1955     MONUMENTED       CGS
 FF1391  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1391
 FF1391                          STATION DESCRIPTION
 FF1391
 FF1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1391'1.8 MI SE FROM GRIFFITHVILLE.
 FF1391'1.85 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1391'RAILROAD FROM THE STATION AT GRIFFITHVILLE, 0.4 MILE SOUTHEAST
 FF1391'OF A DIRT ROAD CROSSING, AT A PRIVATE ROAD CROSSING, 71 FEET
 FF1391'NORTHEAST OF THE NORTHEAST RAIL, 57 FEET SOUTHEAST OF AN 8 INCH
 FF1391'OAK TREE, 38 FEET NORTHEAST OF THE CENTER LINE OF A FIELD ROAD,
 FF1391'3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FF1391'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FF1391
 FF1391                          STATION RECOVERY (2003)
 FF1391
 FF1391'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1615 ***********************************************************************
 FF1615  DESIGNATION -  T 165
 FF1615  PID         -  FF1615
 FF1615  STATE/COUNTY-  AR/INDEPENDENCE
 FF1615  USGS QUAD   -  CAVE CITY (1989)
 FF1615
 FF1615                         *CURRENT SURVEY CONTROL
 FF1615  ___________________________________________________________________
 FF1615* NAD 83(1986)-  35 54 26.     (N)    091 33 10.     (W)     SCALED    
 FF1615* NAVD 88     -       177.449  (meters)     582.18   (feet)  ADJUSTED  
 FF1615  ___________________________________________________________________
 FF1615  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FF1615  DYNAMIC HT  -         177.294 (meters)     581.67  (feet)  COMP
 FF1615  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 FF1615
 FF1615  VERT ORDER  -  SECOND    CLASS 0
 FF1615
 FF1615.The horizontal coordinates were scaled from a topographic map and have
 FF1615.an estimated accuracy of +/- 6 seconds.
 FF1615
 FF1615.The orthometric height was determined by differential leveling
 FF1615.and adjusted by the National Geodetic Survey in June 1991..
 FF1615
 FF1615.The geoid height was determined by GEOID03.
 FF1615
 FF1615.The dynamic height is computed by dividing the NAVD 88
 FF1615.geopotential number by the normal gravity value computed on the
 FF1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1615.degrees latitude (g = 980.6199 gals.).
 FF1615
 FF1615.The modeled gravity was interpolated from observed gravity values.
 FF1615
 FF1615;                    North         East    Units  Estimated Accuracy
 FF1615;SPC AR N     -   174,700.      440,370.      MT  (+/- 180 meters Scaled)
 FF1615
 FF1615                          SUPERSEDED SURVEY CONTROL
 FF1615
 FF1615  NGVD 29 (??/??/??)  177.372  (m)          581.93   (f) ADJUSTED    2 0
 FF1615
 FF1615.Superseded values are not recommended for survey control.
 FF1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1615.See file dsdata.txt to determine how the superseded data were derived.
 FF1615
 FF1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV305746(NAD 83)
 FF1615_MARKER: DB = BENCH MARK DISK
 FF1615_SETTING: 66 = SET IN ROCK OUTCROP
 FF1615_SP_SET: ROCK OUTCROP
 FF1615_STAMPING: T 165 1955
 FF1615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1615+STABILITY: POSITION/ELEVATION WELL
 FF1615
 FF1615  HISTORY     - Date     Condition        Report By
 FF1615  HISTORY     - 1955     MONUMENTED       CGS
 FF1615
 FF1615                          STATION DESCRIPTION
 FF1615
 FF1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1615'2.4 MI S FROM CAVE CITY.
 FF1615'2.45 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 FF1615'CAVE CITY, 280 FEET NORTHOF THE TOP OF A HILL, 46 FEET WEST OF
 FF1615'THE CENTER LINE OF THE HIGHWAY, 51 FEET SOUTHEAST OF A FENCE
 FF1615'CORNER, 33 FEET NORTHEAST OF A POWER POLE, 0.3 FOOT ABOVE THE
 FF1615'GROUND, SET IN THE TOP OF A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0628 ***********************************************************************
 GE0628  DESIGNATION -  T 166
 GE0628  PID         -  GE0628
 GE0628  STATE/COUNTY-  AR/SHARP
 GE0628  USGS QUAD   -  ASH FLAT (1980)
 GE0628
 GE0628                         *CURRENT SURVEY CONTROL
 GE0628  ___________________________________________________________________
 GE0628* NAD 83(1986)-  36 09 56.     (N)    091 37 13.     (W)     SCALED    
 GE0628* NAVD 88     -       245.590  (meters)     805.74   (feet)  ADJUSTED  
 GE0628  ___________________________________________________________________
 GE0628  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GE0628  DYNAMIC HT  -         245.380 (meters)     805.05  (feet)  COMP
 GE0628  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GE0628
 GE0628  VERT ORDER  -  SECOND    CLASS 0
 GE0628
 GE0628.The horizontal coordinates were scaled from a topographic map and have
 GE0628.an estimated accuracy of +/- 6 seconds.
 GE0628
 GE0628.The orthometric height was determined by differential leveling
 GE0628.and adjusted by the National Geodetic Survey in June 1991..
 GE0628
 GE0628.The geoid height was determined by GEOID03.
 GE0628
 GE0628.The dynamic height is computed by dividing the NAVD 88
 GE0628.geopotential number by the normal gravity value computed on the
 GE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0628.degrees latitude (g = 980.6199 gals.).
 GE0628
 GE0628.The modeled gravity was interpolated from observed gravity values.
 GE0628
 GE0628;                    North         East    Units  Estimated Accuracy
 GE0628;SPC AR N     -   203,340.      434,170.      MT  (+/- 180 meters Scaled)
 GE0628
 GE0628                          SUPERSEDED SURVEY CONTROL
 GE0628
 GE0628  NGVD 29 (??/??/92)  245.486  (m)          805.40   (f) ADJ UNCH    2 0
 GE0628
 GE0628.Superseded values are not recommended for survey control.
 GE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0628.See file dsdata.txt to determine how the superseded data were derived.
 GE0628
 GE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA240031(NAD 83)
 GE0628_MARKER: DB = BENCH MARK DISK
 GE0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0628_STAMPING: T 166 1955
 GE0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0628+STABILITY: SURFACE MOTION
 GE0628
 GE0628  HISTORY     - Date     Condition        Report By
 GE0628  HISTORY     - 1955     MONUMENTED       CGS
 GE0628
 GE0628                          STATION DESCRIPTION
 GE0628
 GE0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0628'4.9 MI S FROM ASH FLAT.
 GE0628'4.9 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL AT
 GE0628'ASH FLAT, 64 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET
 GE0628'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 45.5 FEET
 GE0628'SOUTHEAST OF THE SOUTHEAST CORNER OF A VACANT FARMHOUSE, 7 FEET
 GE0628'SOUTH OF A POWER POLE 2.6 FEET NORTH OF A WITNESS POST, SET IN
 GE0628'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 GE0628'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1124 ***********************************************************************
 EH1124  DESIGNATION -  T 167
 EH1124  PID         -  EH1124
 EH1124  STATE/COUNTY-  AR/MONROE
 EH1124  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1124
 EH1124                         *CURRENT SURVEY CONTROL
 EH1124  ___________________________________________________________________
 EH1124* NAD 83(1986)-  34 50 42.     (N)    091 20 10.     (W)     SCALED    
 EH1124* NAVD 88     -        51.191  (meters)     167.95   (feet)  ADJUSTED  
 EH1124  ___________________________________________________________________
 EH1124  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1124  DYNAMIC HT  -          51.143 (meters)     167.79  (feet)  COMP
 EH1124  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 EH1124
 EH1124  VERT ORDER  -  FIRST     CLASS II
 EH1124
 EH1124.The horizontal coordinates were scaled from a topographic map and have
 EH1124.an estimated accuracy of +/- 6 seconds.
 EH1124
 EH1124.The orthometric height was determined by differential leveling
 EH1124.and adjusted by the National Geodetic Survey in June 1991..
 EH1124
 EH1124.The geoid height was determined by GEOID03.
 EH1124
 EH1124.The dynamic height is computed by dividing the NAVD 88
 EH1124.geopotential number by the normal gravity value computed on the
 EH1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1124.degrees latitude (g = 980.6199 gals.).
 EH1124
 EH1124.The modeled gravity was interpolated from observed gravity values.
 EH1124
 EH1124;                    North         East    Units  Estimated Accuracy
 EH1124;SPC AR S     -   641,810.      460,720.      MT  (+/- 180 meters Scaled)
 EH1124
 EH1124                          SUPERSEDED SURVEY CONTROL
 EH1124
 EH1124  NGVD 29 (??/??/??)   51.192  (m)          167.95   (f) ADJUSTED    1 2
 EH1124
 EH1124.Superseded values are not recommended for survey control.
 EH1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1124.See file dsdata.txt to determine how the superseded data were derived.
 EH1124
 EH1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU521571(NAD 83)
 EH1124_MARKER: DB = BENCH MARK DISK
 EH1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1124_STAMPING: T 167 1955
 EH1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1124+STABILITY: SURFACE MOTION
 EH1124
 EH1124  HISTORY     - Date     Condition        Report By
 EH1124  HISTORY     - 1955     MONUMENTED       CGS
 EH1124  HISTORY     - 1967     POOR             USGS
 EH1124
 EH1124                          STATION DESCRIPTION
 EH1124
 EH1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1124'2.6 MI NE FROM BRASFIELD.
 EH1124'ABOUT 2.6 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1124'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT BRASFIELD, AT
 EH1124'TRESTLE NO. 780, 82 1/2 FEET SOUTHEAST AND ACROSS TRESTLE FROM MILE
 EH1124'POLE NO. 78, 40 1/2 FEET SOUTHEAST OF SOUTHEAST EDGE OF TRESTLE NO.
 EH1124'780, 55 FEET EAST OF SOUTH CORNER OF TRESTLE, 5 FEET EAST-SOUTHEAST OF
 EH1124'A TELEPHONE POLE WITH BRACE POLE (THE FIRST TELEPHONE POLE NORTHEAST
 EH1124'OF SOUTHWEST END OF TRESTLE, ABOUT 15 FEET BELOW LEVEL OF TRACK AND
 EH1124'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EH1124
 EH1124                          STATION RECOVERY (1967)
 EH1124
 EH1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1124'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1217 ***********************************************************************
 EH1217  DESIGNATION -  T 168
 EH1217  PID         -  EH1217
 EH1217  STATE/COUNTY-  AR/MONROE
 EH1217  USGS QUAD   -  CLARENDON (1968)
 EH1217
 EH1217                         *CURRENT SURVEY CONTROL
 EH1217  ___________________________________________________________________
 EH1217* NAD 83(1986)-  34 43 16.     (N)    091 17 13.     (W)     SCALED    
 EH1217* NAVD 88     -        56.607  (meters)     185.72   (feet)  ADJUSTED  
 EH1217  ___________________________________________________________________
 EH1217  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH1217  DYNAMIC HT  -          56.554 (meters)     185.54  (feet)  COMP
 EH1217  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 EH1217
 EH1217  VERT ORDER  -  FIRST     CLASS II
 EH1217
 EH1217.The horizontal coordinates were scaled from a topographic map and have
 EH1217.an estimated accuracy of +/- 6 seconds.
 EH1217
 EH1217.The orthometric height was determined by differential leveling
 EH1217.and adjusted by the National Geodetic Survey in June 1991..
 EH1217
 EH1217.The geoid height was determined by GEOID03.
 EH1217
 EH1217.The dynamic height is computed by dividing the NAVD 88
 EH1217.geopotential number by the normal gravity value computed on the
 EH1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1217.degrees latitude (g = 980.6199 gals.).
 EH1217
 EH1217.The modeled gravity was interpolated from observed gravity values.
 EH1217
 EH1217;                    North         East    Units  Estimated Accuracy
 EH1217;SPC AR S     -   628,100.      465,310.      MT  (+/- 180 meters Scaled)
 EH1217
 EH1217                          SUPERSEDED SURVEY CONTROL
 EH1217
 EH1217  NGVD 29 (??/??/??)   56.625  (m)          185.78   (f) ADJUSTED    1 2
 EH1217
 EH1217.Superseded values are not recommended for survey control.
 EH1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1217.See file dsdata.txt to determine how the superseded data were derived.
 EH1217
 EH1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU568434(NAD 83)
 EH1217_MARKER: DB = BENCH MARK DISK
 EH1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1217_STAMPING: T 168 1955
 EH1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1217+STABILITY: SURFACE MOTION
 EH1217
 EH1217  HISTORY     - Date     Condition        Report By
 EH1217  HISTORY     - 1955     MONUMENTED       CGS
 EH1217  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1217
 EH1217                          STATION DESCRIPTION
 EH1217
 EH1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1217'2.2 MI NE FROM CLARENDON.
 EH1217'ABOUT 2.2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1217'FROM THE STATION AT CLARENDON, ABOUT 0.2 MILE NORTHEAST OF MILE POLE
 EH1217'212, AT A FIELD ROAD CROSSING WHICH IS JUST NORTHEAST OF WOODS LUMBER
 EH1217'COMPANY, 45 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 20 FEET
 EH1217'NORTHEAST OF CENTER LINE OF FIELD ROAD, 1 FOOT SOUTHEAST OF A FENCE
 EH1217'LINE, 74 FEET NORTHWEST AND AT RIGHT ANGLE ACROSS TRACK FROM TELEPHONE
 EH1217'POLE NUMBER 472, 37 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 53 FEET
 EH1217'NORTH-NORTHWEST OF CENTER OF CROSSING OF FIELD ROAD AND MAIN TRACK, 2
 EH1217'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 EH1217'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 EH1217'INCHES.
 EH1217
 EH1217                          STATION RECOVERY (2003)
 EH1217
 EH1217'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0958 ***********************************************************************
 EH0958  DESIGNATION -  T 169
 EH0958  PID         -  EH0958
 EH0958  STATE/COUNTY-  AR/ST FRANCIS
 EH0958  USGS QUAD   -  PALESTINE (1984)
 EH0958
 EH0958                         *CURRENT SURVEY CONTROL
 EH0958  ___________________________________________________________________
 EH0958* NAD 83(1986)-  34 58 29.     (N)    090 53 54.     (W)     SCALED    
 EH0958* NAVD 88     -        61.690  (meters)     202.39   (feet)  ADJUSTED  
 EH0958  ___________________________________________________________________
 EH0958  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0958  DYNAMIC HT  -          61.634 (meters)     202.21  (feet)  COMP
 EH0958  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 EH0958
 EH0958  VERT ORDER  -  FIRST     CLASS II
 EH0958
 EH0958.The horizontal coordinates were scaled from a topographic map and have
 EH0958.an estimated accuracy of +/- 6 seconds.
 EH0958
 EH0958.The orthometric height was determined by differential leveling
 EH0958.and adjusted by the National Geodetic Survey in June 1991..
 EH0958
 EH0958.The geoid height was determined by GEOID03.
 EH0958
 EH0958.The dynamic height is computed by dividing the NAVD 88
 EH0958.geopotential number by the normal gravity value computed on the
 EH0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0958.degrees latitude (g = 980.6199 gals.).
 EH0958
 EH0958.The modeled gravity was interpolated from observed gravity values.
 EH0958
 EH0958;                    North         East    Units  Estimated Accuracy
 EH0958;SPC AR N     -    71,720.      500,600.      MT  (+/- 180 meters Scaled)
 EH0958
 EH0958                          SUPERSEDED SURVEY CONTROL
 EH0958
 EH0958  NGVD 29 (??/??/??)   61.682  (m)          202.37   (f) ADJUSTED    1 2
 EH0958
 EH0958.Superseded values are not recommended for survey control.
 EH0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0958.See file dsdata.txt to determine how the superseded data were derived.
 EH0958
 EH0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU918722(NAD 83)
 EH0958_MARKER: DB = BENCH MARK DISK
 EH0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0958_SP_SET: CULVERT
 EH0958_STAMPING: T 169 1955
 EH0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0958+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0958
 EH0958  HISTORY     - Date     Condition        Report By
 EH0958  HISTORY     - 1955     MONUMENTED       CGS
 EH0958  HISTORY     - 20030331 GOOD             USACE
 EH0958
 EH0958                          STATION DESCRIPTION
 EH0958
 EH0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0958'0.2 MI NE FROM PALESTINE.
 EH0958'ABOUT 0.2 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0958'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0958'0.45 MILE NORTHEAST OF MILE POLE 52, IN THE TOP OF NORTHEAST END OF
 EH0958'NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER TRACK, 17 1/2
 EH0958'FEET NORTHWEST OF NORTHWEST RAIL AND ABOUT 6 1/2 FEET BELOW LEVEL OF
 EH0958'TRACK.
 EH0958
 EH0958                          STATION RECOVERY (2003)
 EH0958
 EH0958'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0006 ***********************************************************************
 FG0006  DESIGNATION -  T 17
 FG0006  PID         -  FG0006
 FG0006  STATE/COUNTY-  AR/IZARD
 FG0006  USGS QUAD   -  SYLAMORE (1975)
 FG0006
 FG0006                         *CURRENT SURVEY CONTROL
 FG0006  ___________________________________________________________________
 FG0006* NAD 83(1986)-  35 57 41.     (N)    092 03 58.     (W)     SCALED    
 FG0006* NAVD 88     -       209.740  (meters)     688.12   (feet)  ADJUSTED  
 FG0006  ___________________________________________________________________
 FG0006  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FG0006  DYNAMIC HT  -         209.558 (meters)     687.52  (feet)  COMP
 FG0006  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 FG0006
 FG0006  VERT ORDER  -  SECOND    CLASS 0
 FG0006
 FG0006.The horizontal coordinates were scaled from a topographic map and have
 FG0006.an estimated accuracy of +/- 6 seconds.
 FG0006
 FG0006.The orthometric height was determined by differential leveling
 FG0006.and adjusted by the National Geodetic Survey in June 1991..
 FG0006
 FG0006.The geoid height was determined by GEOID03.
 FG0006
 FG0006.The dynamic height is computed by dividing the NAVD 88
 FG0006.geopotential number by the normal gravity value computed on the
 FG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0006.degrees latitude (g = 980.6199 gals.).
 FG0006
 FG0006.The modeled gravity was interpolated from observed gravity values.
 FG0006
 FG0006;                    North         East    Units  Estimated Accuracy
 FG0006;SPC AR N     -   180,620.      394,040.      MT  (+/- 180 meters Scaled)
 FG0006
 FG0006                          SUPERSEDED SURVEY CONTROL
 FG0006
 FG0006  NGVD 29 (??/??/92)  209.640  (m)          687.79   (f) ADJ UNCH    2 0
 FG0006
 FG0006.Superseded values are not recommended for survey control.
 FG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0006.See file dsdata.txt to determine how the superseded data were derived.
 FG0006
 FG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV842800(NAD 83)
 FG0006_MARKER: DB = BENCH MARK DISK
 FG0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0006_SP_SET: CULVERT
 FG0006_STAMPING: 687.794 T 17 1932
 FG0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0006
 FG0006  HISTORY     - Date     Condition        Report By
 FG0006  HISTORY     - 1932     MONUMENTED       CGS
 FG0006  HISTORY     - 1964     MARK NOT FOUND   NGS
 FG0006
 FG0006                          STATION DESCRIPTION
 FG0006
 FG0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FG0006'3.25 MI NE FROM SYLAMORE.
 FG0006'ABOUT 3 1/4 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM SYLSMORE, IZARD
 FG0006'COUNTY, AT THE EAST LOOP OF HIGHWAY AT THE FORMER COMMUNITY OF POLK
 FG0006'MOUNTAIN, 55 FEET NORTH OF THE EAST HEADWALL OF A 24 INCH CULVERT, 34
 FG0006'FEET EAST OF THE CENTER LINE OF HIGHWAY.  A STANDARD DISK STAMPED
 FG0006'687.794 T 17 1932 AND SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1243 ***********************************************************************
 EH1243  DESIGNATION -  T 170
 EH1243  PID         -  EH1243
 EH1243  STATE/COUNTY-  AR/MONROE
 EH1243  USGS QUAD   -  KEEVIL (1971)
 EH1243
 EH1243                         *CURRENT SURVEY CONTROL
 EH1243  ___________________________________________________________________
 EH1243* NAD 83(1986)-  34 52 11.     (N)    091 12 02.     (W)     SCALED    
 EH1243* NAVD 88     -        58.099  (meters)     190.61   (feet)  ADJUSTED  
 EH1243  ___________________________________________________________________
 EH1243  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1243  DYNAMIC HT  -          58.046 (meters)     190.44  (feet)  COMP
 EH1243  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 EH1243
 EH1243  VERT ORDER  -  FIRST     CLASS II
 EH1243
 EH1243.The horizontal coordinates were scaled from a topographic map and have
 EH1243.an estimated accuracy of +/- 6 seconds.
 EH1243
 EH1243.The orthometric height was determined by differential leveling
 EH1243.and adjusted by the National Geodetic Survey in June 1991..
 EH1243
 EH1243.The geoid height was determined by GEOID03.
 EH1243
 EH1243.The dynamic height is computed by dividing the NAVD 88
 EH1243.geopotential number by the normal gravity value computed on the
 EH1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1243.degrees latitude (g = 980.6199 gals.).
 EH1243
 EH1243.The modeled gravity was interpolated from observed gravity values.
 EH1243
 EH1243;                    North         East    Units  Estimated Accuracy
 EH1243;SPC AR S     -   644,640.      473,100.      MT  (+/- 180 meters Scaled)
 EH1243
 EH1243                          SUPERSEDED SURVEY CONTROL
 EH1243
 EH1243  NGVD 29 (??/??/??)   58.102  (m)          190.62   (f) ADJUSTED    1 2
 EH1243
 EH1243.Superseded values are not recommended for survey control.
 EH1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1243.See file dsdata.txt to determine how the superseded data were derived.
 EH1243
 EH1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU644600(NAD 83)
 EH1243_MARKER: DB = BENCH MARK DISK
 EH1243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1243_SP_SET: CULVERT
 EH1243_STAMPING: T 170 1955
 EH1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1243+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 EH1243
 EH1243  HISTORY     - Date     Condition        Report By
 EH1243  HISTORY     - 1955     MONUMENTED       CGS
 EH1243  HISTORY     - 20030424 GOOD             USACE
 EH1243
 EH1243                          STATION DESCRIPTION
 EH1243
 EH1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1243'1.35 MI SW FROM BRINKLEY.
 EH1243'ABOUT 1.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION
 EH1243'OF MAIN AND CYPRESS STREETS AT BRINKLEY, ABOUT 0.35 MILE SOUTHWEST OF
 EH1243'A CURVE IN HIGHWAY WITH TANGENTS EXTENDING SOUTHWEST AND NORTH, IN THE
 EH1243'TOP OF NORTHEAST END OF SOUTHEAST HEAD WALL OF A 12-FOOT CONCRETE
 EH1243'CULVERT WITH PARTITION, 24 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY
 EH1243'AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 EH1243
 EH1243                          STATION RECOVERY (2003)
 EH1243
 EH1243'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0839 ***********************************************************************
 EH0839  DESIGNATION -  T 171
 EH0839  PID         -  EH0839
 EH0839  STATE/COUNTY-  AR/PHILLIPS
 EH0839  USGS QUAD   -  WEST HELENA (1982)
 EH0839
 EH0839                         *CURRENT SURVEY CONTROL
 EH0839  ___________________________________________________________________
 EH0839* NAD 83(1986)-  34 35 12.     (N)    090 44 45.     (W)     SCALED    
 EH0839* NAVD 88     -        63.947  (meters)     209.80   (feet)  ADJUSTED  
 EH0839  ___________________________________________________________________
 EH0839  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH0839  DYNAMIC HT  -          63.886 (meters)     209.60  (feet)  COMP
 EH0839  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 EH0839
 EH0839  VERT ORDER  -  FIRST     CLASS II
 EH0839
 EH0839.The horizontal coordinates were scaled from a topographic map and have
 EH0839.an estimated accuracy of +/- 6 seconds.
 EH0839
 EH0839.The orthometric height was determined by differential leveling
 EH0839.and adjusted by the National Geodetic Survey in June 1991..
 EH0839
 EH0839.The geoid height was determined by GEOID03.
 EH0839
 EH0839.The dynamic height is computed by dividing the NAVD 88
 EH0839.geopotential number by the normal gravity value computed on the
 EH0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0839.degrees latitude (g = 980.6199 gals.).
 EH0839
 EH0839.The modeled gravity was interpolated from observed gravity values.
 EH0839
 EH0839;                    North         East    Units  Estimated Accuracy
 EH0839;SPC AR S     -   613,660.      515,060.      MT  (+/- 180 meters Scaled)
 EH0839
 EH0839                          SUPERSEDED SURVEY CONTROL
 EH0839
 EH0839  NGVD 29 (??/??/??)   63.970  (m)          209.87   (f) ADJUSTED    1 2
 EH0839
 EH0839.Superseded values are not recommended for survey control.
 EH0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0839.See file dsdata.txt to determine how the superseded data were derived.
 EH0839
 EH0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU067295(NAD 83)
 EH0839_MARKER: DB = BENCH MARK DISK
 EH0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0839_STAMPING: T 171 1956
 EH0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0839+STABILITY: SURFACE MOTION
 EH0839
 EH0839  HISTORY     - Date     Condition        Report By
 EH0839  HISTORY     - 1956     MONUMENTED       CGS
 EH0839  HISTORY     - 1976     GOOD             NGS
 EH0839
 EH0839                          STATION DESCRIPTION
 EH0839
 EH0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0839'0.8 MI S FROM LEXA.
 EH0839'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0839'STATION AT LEXA, AT THE NORTH JUNCTION OF SPUR TRACK LEADING SOUTHEAST
 EH0839'OT HELENA, 38 1/2 FEET EAST OF EAST RAIL OF EAST TRACK (HELENA SPUR),
 EH0839'70 FEET EAST OF EAST RAIL OF MAIN NORTH-SOUTH TRACK, 86 FEET SOUTH OF
 EH0839'CENTER LINE OF A ROAD, 5.3 FEET SOUTH OF MILEAGE POLE NO. 326/13, 96
 EH0839'FEET SOUTH AND ACROSS ROAD FROM CROSSING WARNING SIGN, 99 FEET EAST
 EH0839'AND ACROSS TRACK FROM TELEPHONE POLE NO. 3395, 1 FOOT WEST OF A FENCE
 EH0839'LINE, 72 1/2 FEET SOUTH OF A FENCE CORNER, ABOUT 1 FOOT BELOW LEVEL OF
 EH0839'NEAREST TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 EH0839'INCHES.
 EH0839
 EH0839                          STATION RECOVERY (1976)
 EH0839
 EH0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0932 ***********************************************************************
 EH0932  DESIGNATION -  T 172
 EH0932  PID         -  EH0932
 EH0932  STATE/COUNTY-  AR/PHILLIPS
 EH0932  USGS QUAD   -  HELENA (1982)
 EH0932
 EH0932                         *CURRENT SURVEY CONTROL
 EH0932  ___________________________________________________________________
 EH0932* NAD 83(1986)-  34 30 54.     (N)    090 35 11.     (W)     SCALED    
 EH0932* NAVD 88     -        55.497  (meters)     182.08   (feet)  ADJUSTED  
 EH0932  ___________________________________________________________________
 EH0932  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0932  DYNAMIC HT  -          55.443 (meters)     181.90  (feet)  COMP
 EH0932  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 EH0932
 EH0932  VERT ORDER  -  FIRST     CLASS II
 EH0932
 EH0932.The horizontal coordinates were scaled from a topographic map and have
 EH0932.an estimated accuracy of +/- 6 seconds.
 EH0932
 EH0932.The orthometric height was determined by differential leveling
 EH0932.and adjusted by the National Geodetic Survey in June 1991..
 EH0932.WARNING-Repeat measurements at this control monument indicate possible
 EH0932.vertical movement.
 EH0932
 EH0932.The geoid height was determined by GEOID03.
 EH0932
 EH0932.The dynamic height is computed by dividing the NAVD 88
 EH0932.geopotential number by the normal gravity value computed on the
 EH0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0932.degrees latitude (g = 980.6199 gals.).
 EH0932
 EH0932.The modeled gravity was interpolated from observed gravity values.
 EH0932
 EH0932;                    North         East    Units  Estimated Accuracy
 EH0932;SPC AR S     -   605,900.      529,790.      MT  (+/- 180 meters Scaled)
 EH0932
 EH0932                          SUPERSEDED SURVEY CONTROL
 EH0932
 EH0932  NGVD 29 (??/??/??)   55.530  (m)          182.18   (f) ADJUSTED    1 2
 EH0932
 EH0932.Superseded values are not recommended for survey control.
 EH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0932.See file dsdata.txt to determine how the superseded data were derived.
 EH0932
 EH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU215219(NAD 83)
 EH0932_MARKER: DB = BENCH MARK DISK
 EH0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0932_SP_SET: LEVEE
 EH0932_STAMPING: T 172 1956
 EH0932_MARK LOGO: CGS   
 EH0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0932+STABILITY: SURFACE MOTION
 EH0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0932+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0932
 EH0932  HISTORY     - Date     Condition        Report By
 EH0932  HISTORY     - 1956     MONUMENTED       CGS
 EH0932  HISTORY     - 1976     GOOD             NGS
 EH0932  HISTORY     - 1985     GOOD             NGS
 EH0932  HISTORY     - 1987     GOOD             USPSQD
 EH0932  HISTORY     - 20030402 GOOD             USACE
 EH0932  HISTORY     - 20030716 POOR             USACE
 EH0932
 EH0932                          STATION DESCRIPTION
 EH0932
 EH0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0932'IN HELENA.
 EH0932'AT HELENA, ABOUT 0.55 MILE SOUTH ALONG FLOOD WALL FROM GATE IN
 EH0932'FLOODWALL FOR ROAD TO HELENA HARBOR AND FERRY, ABOUT 150 YARDS NORTH
 EH0932'OF SOUTH END OF CONCRETE FLOOD WALL, 161 1/2 FEET WEST OF WEST FACE OF
 EH0932'CONCRETE FLOOD WALL, 48 1/2 FEET WEST OF CENTER LINE OF A ROAD, 155
 EH0932'FEET NORTH OF NORTHEAST CORNER OF NAVAL RESERVE TRAINING CENTER
 EH0932'BUILDING, IN THE TOP AND 4 FEET SOUTHWEST OF NORTHEAST END OF 2-FOOT
 EH0932'HIGH CONCRETE PART OF LOW LEVEE SURROUNDING THE NAVAL RESERVE TRAINING
 EH0932'CENTER AND 2 FEET ABOVE GROUND.
 EH0932
 EH0932                          STATION RECOVERY (1976)
 EH0932
 EH0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0932'RECOVERED IN GOOD CONDITION.
 EH0932
 EH0932                          STATION RECOVERY (1985)
 EH0932
 EH0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0932'RECOVERED IN GOOD CONDITION.  NOTE, THE NAVAL RESERVE TRAINING CENTER
 EH0932'HAS BEEN REPLACED BY A LARGE 50-FEET DIAMETER STORAGE TANK.  ADD,
 EH0932'BENCH MARK IS NOW 0.15 METERS (0.5 FT) NORTH OF A WITNESS POST.
 EH0932'THE MARK IS 0.31 M ABOVE GROUND.
 EH0932
 EH0932                          STATION RECOVERY (1987)
 EH0932
 EH0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH0932'RECOVERED IN GOOD CONDITION.
 EH0932
 EH0932                          STATION RECOVERY (2003)
 EH0932
 EH0932'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0932'RECOVERED IN GOOD CONDITION.
 EH0932
 EH0932                          STATION RECOVERY (2003)
 EH0932
 EH0932'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0932'MARK DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0250 ***********************************************************************
 FF0250  DESIGNATION -  T 173
 FF0250  PID         -  FF0250
 FF0250  STATE/COUNTY-  AR/CRITTENDEN
 FF0250  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0250
 FF0250                         *CURRENT SURVEY CONTROL
 FF0250  ___________________________________________________________________
 FF0250* NAD 83(1986)-  35 08 46.     (N)    090 13 12.     (W)     SCALED    
 FF0250* NAVD 88     -        64.498  (meters)     211.61   (feet)  ADJUSTED  
 FF0250  ___________________________________________________________________
 FF0250  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0250  DYNAMIC HT  -          64.440 (meters)     211.42  (feet)  COMP
 FF0250  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FF0250
 FF0250  VERT ORDER  -  FIRST     CLASS II
 FF0250
 FF0250.The horizontal coordinates were scaled from a topographic map and have
 FF0250.an estimated accuracy of +/- 6 seconds.
 FF0250
 FF0250.The orthometric height was determined by differential leveling
 FF0250.and adjusted by the National Geodetic Survey in June 1991..
 FF0250
 FF0250.The geoid height was determined by GEOID03.
 FF0250
 FF0250.The dynamic height is computed by dividing the NAVD 88
 FF0250.geopotential number by the normal gravity value computed on the
 FF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0250.degrees latitude (g = 980.6199 gals.).
 FF0250
 FF0250.The modeled gravity was interpolated from observed gravity values.
 FF0250
 FF0250;                    North         East    Units  Estimated Accuracy
 FF0250;SPC AR N     -    91,640.      562,190.      MT  (+/- 180 meters Scaled)
 FF0250
 FF0250                          SUPERSEDED SURVEY CONTROL
 FF0250
 FF0250  NGVD 29 (??/??/??)   64.472  (m)          211.52   (f) ADJUSTED    1 2
 FF0250
 FF0250.Superseded values are not recommended for survey control.
 FF0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0250.See file dsdata.txt to determine how the superseded data were derived.
 FF0250
 FF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU532927(NAD 83)
 FF0250_MARKER: DB = BENCH MARK DISK
 FF0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0250_STAMPING: T 173 1956
 FF0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0250+STABILITY: SURFACE MOTION
 FF0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0250+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 FF0250
 FF0250  HISTORY     - Date     Condition        Report By
 FF0250  HISTORY     - 1956     MONUMENTED       CGS
 FF0250  HISTORY     - 20030130 GOOD             USACE
 FF0250
 FF0250                          STATION DESCRIPTION
 FF0250
 FF0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0250'2 MI W FROM WEST MEMPHIS.
 FF0250'2.0 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AND
 FF0250'JUNCTION OF U.S. HIGHWAY 61 AT WEST MEMPHIS, AT ENTRANCE TO
 FF0250'FARMERS AIR FIELD, 129 FEET SOUTH OF CENTER LINE OF HIGHWAY, 115
 FF0250'FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF SOUTH CONCRETE
 FF0250'BANISTER OF HIGHWAY BRIDGE OVER DRAINAGE DITCH NO. 13, 99 1/2
 FF0250'FEET EAST OF SOUTHEAST CORNER OF AIR PORT OFFICE BUILDING, 44
 FF0250'FEET NORTH-NORTHWEST OF POWER TRANSMISSION POLE NO. 19 (ON THE
 FF0250'EAST ONE OF TWO NORTH-SOUTH POWER TRANSMISSION LINES), 62 FEET
 FF0250'NORTHEAST OF POWER TRANSMISSION LINE POLE NO. 382 (ON THE WEST
 FF0250'ONE OF TWO NORTH-SOUTH POWER TRANSMISSION LINES), 19 FEET SOUTH
 FF0250'OF THE SOUTH POLE OF 9 POLES SUPPORTING A LARGE SIGN, 2 FEET
 FF0250'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 FF0250'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0250
 FF0250                          STATION RECOVERY (2003)
 FF0250
 FF0250'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0141 ***********************************************************************
 FF0141  DESIGNATION -  T 174
 FF0141  PID         -  FF0141
 FF0141  STATE/COUNTY-  AR/CRITTENDEN
 FF0141  USGS QUAD   -  JERICHO (1993)
 FF0141
 FF0141                         *CURRENT SURVEY CONTROL
 FF0141  ___________________________________________________________________
 FF0141* NAD 83(1986)-  35 16 56.     (N)    090 13 31.     (W)     SCALED    
 FF0141* NAVD 88     -        68.868  (meters)     225.94   (feet)  ADJUSTED  
 FF0141  ___________________________________________________________________
 FF0141  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0141  DYNAMIC HT  -          68.806 (meters)     225.74  (feet)  COMP
 FF0141  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FF0141
 FF0141  VERT ORDER  -  FIRST     CLASS II
 FF0141
 FF0141.The horizontal coordinates were scaled from a topographic map and have
 FF0141.an estimated accuracy of +/- 6 seconds.
 FF0141
 FF0141.The orthometric height was determined by differential leveling
 FF0141.and adjusted by the National Geodetic Survey in June 1991..
 FF0141
 FF0141.The geoid height was determined by GEOID03.
 FF0141
 FF0141.The dynamic height is computed by dividing the NAVD 88
 FF0141.geopotential number by the normal gravity value computed on the
 FF0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0141.degrees latitude (g = 980.6199 gals.).
 FF0141
 FF0141.The modeled gravity was interpolated from observed gravity values.
 FF0141
 FF0141;                    North         East    Units  Estimated Accuracy
 FF0141;SPC AR N     -   106,730.      561,440.      MT  (+/- 180 meters Scaled)
 FF0141
 FF0141                          SUPERSEDED SURVEY CONTROL
 FF0141
 FF0141  NGVD 29 (10/05/93)   68.853  (m)          225.90   (f) ADJUSTED    1 2
 FF0141
 FF0141.Superseded values are not recommended for survey control.
 FF0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0141.See file dsdata.txt to determine how the superseded data were derived.
 FF0141
 FF0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV523078(NAD 83)
 FF0141_MARKER: DB = BENCH MARK DISK
 FF0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0141_SP_SET: HEADWALL
 FF0141_STAMPING: T 174 1956
 FF0141_MARK LOGO: CGS   
 FF0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0141+STABILITY: SURFACE MOTION
 FF0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0141+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0141
 FF0141  HISTORY     - Date     Condition        Report By
 FF0141  HISTORY     - 1956     MONUMENTED       CGS
 FF0141  HISTORY     - 19920319 GOOD             NGS
 FF0141  HISTORY     - 20021024 GOOD             USACE
 FF0141
 FF0141                          STATION DESCRIPTION
 FF0141
 FF0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0141'2 MI SE FROM CLARKEDALE.
 FF0141'2.0 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0141'FROM THE STATION AND BLACK TOP ROAD CROSSING AT CLARKEDALE, ABOUT
 FF0141'0.5 MILE SOUTHEAST OF JERICHO MERCANTILE CO. STORE AT JERICHO,
 FF0141'ACROSS TRACK FROM A POINT BETWEEN MILEAGE POLES NO. 468/25 AND
 FF0141'468/26, 25 FEET SOUTHWEST OF SOUTHWEST RAIL, 48 FEET NORTHEAST
 FF0141'OF CENTER LINE OF OLD U.S. HIGHWAY 63, IN THE TOP OF NORTHWEST
 FF0141'END OF SOUTHWEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER
 FF0141'TRACK, ABOUT 3 FEET BELOW LEVEL OF TRACK AND ABOUT 2 FEET ABOVE
 FF0141'LEVEL OF OLD HIGHWAY.
 FF0141
 FF0141                          STATION RECOVERY (1992)
 FF0141
 FF0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0141'7.8 KM (4.85 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 FF0141'U.S. HIGHWAY 64 IN MARION, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE
 FF0141'NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE
 FF0141'BURLINGTON NORTHERN RAILROAD, 14.7 M (48.2 FT) EAST OF THE HIGHWAY
 FF0141'CENTERLINE, 7.7 M (25.3 FT) WEST OF THE NEAR RAIL, AND 0.5 M
 FF0141'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 FF0141
 FF0141                          STATION RECOVERY (2002)
 FF0141
 FF0141'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1642 ***********************************************************************
 FF1642  DESIGNATION -  T 175
 FF1642  PID         -  FF1642
 FF1642  STATE/COUNTY-  AR/CROSS
 FF1642  USGS QUAD   -  HAMLIN (1984)
 FF1642
 FF1642                         *CURRENT SURVEY CONTROL
 FF1642  ___________________________________________________________________
 FF1642* NAD 83(1986)-  35 14 01.     (N)    090 54 17.     (W)     SCALED    
 FF1642* NAVD 88     -        66.667  (meters)     218.72   (feet)  ADJUSTED  
 FF1642  ___________________________________________________________________
 FF1642  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1642  DYNAMIC HT  -          66.607 (meters)     218.53  (feet)  COMP
 FF1642  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 FF1642
 FF1642  VERT ORDER  -  FIRST     CLASS II
 FF1642
 FF1642.The horizontal coordinates were scaled from a topographic map and have
 FF1642.an estimated accuracy of +/- 6 seconds.
 FF1642
 FF1642.The orthometric height was determined by differential leveling
 FF1642.and adjusted by the National Geodetic Survey in June 1991..
 FF1642
 FF1642.The geoid height was determined by GEOID03.
 FF1642
 FF1642.The dynamic height is computed by dividing the NAVD 88
 FF1642.geopotential number by the normal gravity value computed on the
 FF1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1642.degrees latitude (g = 980.6199 gals.).
 FF1642
 FF1642.The modeled gravity was interpolated from observed gravity values.
 FF1642
 FF1642;                    North         East    Units  Estimated Accuracy
 FF1642;SPC AR N     -   100,430.      499,690.      MT  (+/- 180 meters Scaled)
 FF1642
 FF1642                          SUPERSEDED SURVEY CONTROL
 FF1642
 FF1642  NGVD 29 (??/??/??)   66.636  (m)          218.62   (f) ADJUSTED    1 2
 FF1642
 FF1642.Superseded values are not recommended for survey control.
 FF1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1642.See file dsdata.txt to determine how the superseded data were derived.
 FF1642
 FF1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV906009(NAD 83)
 FF1642_MARKER: DB = BENCH MARK DISK
 FF1642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1642_SP_SET: BRIDGE
 FF1642_STAMPING: T 175 1956
 FF1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1642
 FF1642  HISTORY     - Date     Condition        Report By
 FF1642  HISTORY     - 1956     MONUMENTED       CGS
 FF1642
 FF1642                          STATION DESCRIPTION
 FF1642
 FF1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1642'6.4 MI W FROM WYNNE.
 FF1642'ABOUT 6.35 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1642'THE STATION AT WYNNE, ABOUT 3 TELEPHONE POLES EAST OF MILE POST
 FF1642'326, IN THE TOP OF SOUTH END OF WEST CONCRETE ABUTMENT OF
 FF1642'240-FOOT CONCRETE BRIDGE NO. 326.1 OVER L ANGUILLE RIVER, 7
 FF1642'FEET SOUTH OF SOUTH RAIL AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0856 ***********************************************************************
 EH0856  DESIGNATION -  T 176
 EH0856  PID         -  EH0856
 EH0856  STATE/COUNTY-  AR/LEE
 EH0856  USGS QUAD   -  AUBREY (1971)
 EH0856
 EH0856                         *CURRENT SURVEY CONTROL
 EH0856  ___________________________________________________________________
 EH0856* NAD 83(1986)-  34 44 45.     (N)    090 54 54.     (W)     SCALED    
 EH0856* NAVD 88     -        62.501  (meters)     205.06   (feet)  ADJUSTED  
 EH0856  ___________________________________________________________________
 EH0856  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH0856  DYNAMIC HT  -          62.444 (meters)     204.87  (feet)  COMP
 EH0856  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 EH0856
 EH0856  VERT ORDER  -  FIRST     CLASS II
 EH0856
 EH0856.The horizontal coordinates were scaled from a topographic map and have
 EH0856.an estimated accuracy of +/- 6 seconds.
 EH0856
 EH0856.The orthometric height was determined by differential leveling
 EH0856.and adjusted by the National Geodetic Survey in June 1991..
 EH0856
 EH0856.The geoid height was determined by GEOID03.
 EH0856
 EH0856.The dynamic height is computed by dividing the NAVD 88
 EH0856.geopotential number by the normal gravity value computed on the
 EH0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0856.degrees latitude (g = 980.6199 gals.).
 EH0856
 EH0856.The modeled gravity was interpolated from observed gravity values.
 EH0856
 EH0856;                    North         East    Units  Estimated Accuracy
 EH0856;SPC AR S     -   631,140.      499,350.      MT  (+/- 180 meters Scaled)
 EH0856
 EH0856                          SUPERSEDED SURVEY CONTROL
 EH0856
 EH0856  NGVD 29 (??/??/??)   62.514  (m)          205.10   (f) ADJUSTED    1 2
 EH0856
 EH0856.Superseded values are not recommended for survey control.
 EH0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0856.See file dsdata.txt to determine how the superseded data were derived.
 EH0856
 EH0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU908468(NAD 83)
 EH0856_MARKER: DB = BENCH MARK DISK
 EH0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0856_STAMPING: T 176 1955
 EH0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0856+STABILITY: SURFACE MOTION
 EH0856
 EH0856  HISTORY     - Date     Condition        Report By
 EH0856  HISTORY     - 1955     MONUMENTED       CGS
 EH0856  HISTORY     - 20030402 MARK NOT FOUND   USACE
 EH0856
 EH0856                          STATION DESCRIPTION
 EH0856
 EH0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0856'2.8 MI NW FROM AUBREY.
 EH0856'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 121 FROM THE SCHOOL AT
 EH0856'AUBREY, THENCE ABOUT 0.9 MILE WEST ALONG A DIRT ROAD, 54 FEET NORTH OF
 EH0856'CENTER LINE OF ROAD, 73 FEET EAST-NORTHEAST AND ACROSS A DRIVE FROM A
 EH0856'POWER POLE WITH A TRANSFORMER, 69 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 EH0856'CORNER OF A TENANT HOUSE, 37 FEET SOUTH-SOUTHEAST OF THE EAST ONE OF
 EH0856'TWO 20-INCH CEDAR TREES, 31 FEET EAST OF CENTER LINE OF DRIVE WAY,
 EH0856'ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 EH0856'POST PROJECTING 2 INCHES.
 EH0856
 EH0856                          STATION RECOVERY (2003)
 EH0856
 EH0856'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1287 ***********************************************************************
 FF1287  DESIGNATION -  T 177
 FF1287  PID         -  FF1287
 FF1287  STATE/COUNTY-  AR/WOODRUFF
 FF1287  USGS QUAD   -  HUNTER EAST (1993)
 FF1287
 FF1287                         *CURRENT SURVEY CONTROL
 FF1287  ___________________________________________________________________
 FF1287* NAD 83(1986)-  35 03 10.     (N)    091 07 29.     (W)     SCALED    
 FF1287* NAVD 88     -        64.454  (meters)     211.46   (feet)  ADJUSTED  
 FF1287  ___________________________________________________________________
 FF1287  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FF1287  DYNAMIC HT  -          64.395 (meters)     211.27  (feet)  COMP
 FF1287  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 FF1287
 FF1287  VERT ORDER  -  FIRST     CLASS II
 FF1287
 FF1287.The horizontal coordinates were scaled from a topographic map and have
 FF1287.an estimated accuracy of +/- 6 seconds.
 FF1287
 FF1287.The orthometric height was determined by differential leveling
 FF1287.and adjusted by the National Geodetic Survey in June 1991..
 FF1287
 FF1287.The geoid height was determined by GEOID03.
 FF1287
 FF1287.The dynamic height is computed by dividing the NAVD 88
 FF1287.geopotential number by the normal gravity value computed on the
 FF1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1287.degrees latitude (g = 980.6199 gals.).
 FF1287
 FF1287.The modeled gravity was interpolated from observed gravity values.
 FF1287
 FF1287;                    North         East    Units  Estimated Accuracy
 FF1287;SPC AR N     -    80,170.      479,850.      MT  (+/- 180 meters Scaled)
 FF1287
 FF1287                          SUPERSEDED SURVEY CONTROL
 FF1287
 FF1287  NGVD 29 (??/??/??)   64.436  (m)          211.40   (f) ADJUSTED    1 2
 FF1287
 FF1287.Superseded values are not recommended for survey control.
 FF1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1287.See file dsdata.txt to determine how the superseded data were derived.
 FF1287
 FF1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU710805(NAD 83)
 FF1287_MARKER: DB = BENCH MARK DISK
 FF1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1287_SP_SET: BUILDING
 FF1287_STAMPING: T 177 1956
 FF1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1287
 FF1287  HISTORY     - Date     Condition        Report By
 FF1287  HISTORY     - 1956     MONUMENTED       CGS
 FF1287  HISTORY     - 20030529 POOR             USACE
 FF1287
 FF1287                          STATION DESCRIPTION
 FF1287
 FF1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1287'AT HUNTER.
 FF1287'AT HUNTER, ABOUT 0.15 MILE NORTHEAST OF THE ST. LOUIS
 FF1287'SOUTHWESTERN RAILWAY STATION, AT THE SECOND CROSSING NORTHEAST
 FF1287'OF THE STATION, SET VERTICALLY IN THE WEST FACE OF JAYNES GROCERY
 FF1287'STORE BUILDING (FORMERLY BANK OF HUNTER), 150 FEET EAST OF EAST
 FF1287'RAIL OF MAIN TRACK, 55 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD
 FF1287'EAST, 1 1/4 FEET NORTH OF SOUTHWEST CORNER OF BUILDING AND ABOUT
 FF1287'2 1/2 FEET ABOVE LEVEL OF SIDE WALK.
 FF1287
 FF1287                          STATION RECOVERY (2003)
 FF1287
 FF1287'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1287'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0214 ***********************************************************************
 FF0214  DESIGNATION -  T 178
 FF0214  PID         -  FF0214
 FF0214  STATE/COUNTY-  AR/CRITTENDEN
 FF0214  USGS QUAD   -  EDMONDSON (1981)
 FF0214
 FF0214                         *CURRENT SURVEY CONTROL
 FF0214  ___________________________________________________________________
 FF0214* NAD 83(1986)-  35 05 45.     (N)    090 21 54.     (W)     SCALED    
 FF0214* NAVD 88     -        61.957  (meters)     203.27   (feet)  ADJUSTED  
 FF0214  ___________________________________________________________________
 FF0214  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FF0214  DYNAMIC HT  -          61.901 (meters)     203.09  (feet)  COMP
 FF0214  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0214
 FF0214  VERT ORDER  -  FIRST     CLASS II
 FF0214
 FF0214.The horizontal coordinates were scaled from a topographic map and have
 FF0214.an estimated accuracy of +/- 6 seconds.
 FF0214
 FF0214.The orthometric height was determined by differential leveling
 FF0214.and adjusted by the National Geodetic Survey in June 1991..
 FF0214
 FF0214.The geoid height was determined by GEOID03.
 FF0214
 FF0214.The dynamic height is computed by dividing the NAVD 88
 FF0214.geopotential number by the normal gravity value computed on the
 FF0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0214.degrees latitude (g = 980.6199 gals.).
 FF0214
 FF0214.The modeled gravity was interpolated from observed gravity values.
 FF0214
 FF0214;                    North         East    Units  Estimated Accuracy
 FF0214;SPC AR N     -    85,830.      549,070.      MT  (+/- 180 meters Scaled)
 FF0214
 FF0214                          SUPERSEDED SURVEY CONTROL
 FF0214
 FF0214  NGVD 29 (??/??/??)   61.934  (m)          203.20   (f) ADJUSTED    1 2
 FF0214
 FF0214.Superseded values are not recommended for survey control.
 FF0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0214.See file dsdata.txt to determine how the superseded data were derived.
 FF0214
 FF0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU401868(NAD 83)
 FF0214_MARKER: DB = BENCH MARK DISK
 FF0214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0214_SP_SET: 50 FEET
 FF0214_STAMPING: T 178 1956
 FF0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0214
 FF0214  HISTORY     - Date     Condition        Report By
 FF0214  HISTORY     - 1956     MONUMENTED       CGS
 FF0214  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0214  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0214
 FF0214                          STATION DESCRIPTION
 FF0214
 FF0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0214'3 MI W FROM EDMONDSON.
 FF0214'3.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0214'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0214'ABOUT 0.5 MILE EAST OF THE STATION SIGN AT PROCTOR, ABOUT 0.25
 FF0214'MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT PROCTOR,
 FF0214'AT A PROMINENT NORTH-SOUTH GRAVEL ROAD CROSSING, ABOUT 12
 FF0214'TELEPHONE POLES WEST OF MILE POLE 19, 46 1/2 FEET
 FF0214'NORTH-NORTHWEST OF NEAR RAIL OF TRACK, 87 FEET NORTHEAST OF
 FF0214'CENTER OF CROSSING, 60 FEET EAST OF CENTER LINE OF ROAD, 39
 FF0214'FEET EAST-SOUTHEAST OF A POWER POLE ON A NORTH-SOUTH POWER LINE,
 FF0214'21 FEET EAST-NORTHEAST OF TELEPHONE POLE NO. 937, 1 1/2 FEET
 FF0214'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 7 FEET BELOW LEVEL
 FF0214'OF TRACK AND IS A DISK SET ON TOP OF A COPPER-COATED STEEL ROD
 FF0214'SURROUNDED BY A 4-INCH TILE.  THE ROD IS DRIVEN TO A DEPTH OF
 FF0214'50-FEET.
 FF0214
 FF0214                          STATION RECOVERY (1977)
 FF0214
 FF0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0214'MARK NOT FOUND.
 FF0214
 FF0214                          STATION RECOVERY (1977)
 FF0214
 FF0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0742 ***********************************************************************
 FF0742  DESIGNATION -  T 179
 FF0742  PID         -  FF0742
 FF0742  STATE/COUNTY-  AR/CRAIGHEAD
 FF0742  USGS QUAD   -  JONESBORO (1983)
 FF0742
 FF0742                         *CURRENT SURVEY CONTROL
 FF0742  ___________________________________________________________________
 FF0742* NAD 83(1986)-  35 50 01.     (N)    090 39 09.     (W)     SCALED    
 FF0742* NAVD 88     -        79.792  (meters)     261.78   (feet)  ADJUSTED  
 FF0742  ___________________________________________________________________
 FF0742  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0742  DYNAMIC HT  -          79.724 (meters)     261.56  (feet)  COMP
 FF0742  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 FF0742
 FF0742  VERT ORDER  -  FIRST     CLASS II
 FF0742
 FF0742.This mark is at Jonesboro Airport (JBR)
 FF0742
 FF0742.The horizontal coordinates were scaled from a topographic map and have
 FF0742.an estimated accuracy of +/- 6 seconds.
 FF0742
 FF0742.The orthometric height was determined by differential leveling
 FF0742.and adjusted by the National Geodetic Survey in June 1991..
 FF0742
 FF0742.The geoid height was determined by GEOID03.
 FF0742
 FF0742.The dynamic height is computed by dividing the NAVD 88
 FF0742.geopotential number by the normal gravity value computed on the
 FF0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0742.degrees latitude (g = 980.6199 gals.).
 FF0742
 FF0742.The modeled gravity was interpolated from observed gravity values.
 FF0742
 FF0742;                    North         East    Units  Estimated Accuracy
 FF0742;SPC AR N     -   167,280.      521,740.      MT  (+/- 180 meters Scaled)
 FF0742
 FF0742                          SUPERSEDED SURVEY CONTROL
 FF0742
 FF0742  NGVD 29 (??/??/??)   79.704  (m)          261.50   (f) ADJUSTED    1 2
 FF0742
 FF0742.Superseded values are not recommended for survey control.
 FF0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0742.See file dsdata.txt to determine how the superseded data were derived.
 FF0742
 FF0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV120680(NAD 83)
 FF0742_MARKER: DB = BENCH MARK DISK
 FF0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0742_STAMPING: T 179 1956
 FF0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0742+STABILITY: SURFACE MOTION
 FF0742
 FF0742  HISTORY     - Date     Condition        Report By
 FF0742  HISTORY     - 1956     MONUMENTED       CGS
 FF0742  HISTORY     - 1970     GOOD             NGS
 FF0742  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0742  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0742
 FF0742                          STATION DESCRIPTION
 FF0742
 FF0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0742'1.5 MI NW FROM NETTLETON.
 FF0742'0.9 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0742'THE STATION AT NETTLETON, THENCE ABOUT 0.6 MILE NORTH ACROSS
 FF0742'JONESBORO AIRPORT, IN THE TOP OF THE NORTHEAST CORNER OF CONCRETE
 FF0742'FOUNDATION OF AIRPLANE ENGINE RUN-UP BLOCK, 15.5 FEET SOUTH-SOUTHWEST
 FF0742'OF NORTHWEST CORNER OF HANGAR, 5.7 FEET WEST OF WEST FACE OF
 FF0742'HANGAR AND 3/4 FEET ABOVE GROUND.
 FF0742
 FF0742                          STATION RECOVERY (1970)
 FF0742
 FF0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FF0742'RECOVERED IN GOOD CONDITION.
 FF0742
 FF0742                          STATION RECOVERY (1978)
 FF0742
 FF0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0742'MARK NOT FOUND.
 FF0742
 FF0742                          STATION RECOVERY (1978)
 FF0742
 FF0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0816 ***********************************************************************
 FG0816  DESIGNATION -  T 18
 FG0816  PID         -  FG0816
 FG0816  STATE/COUNTY-  AR/NEWTON
 FG0816  USGS QUAD   -  PARTHENON (1980)
 FG0816
 FG0816                         *CURRENT SURVEY CONTROL
 FG0816  ___________________________________________________________________
 FG0816* NAD 83(1986)-  35 57 59.     (N)    093 09 28.     (W)     SCALED    
 FG0816* NAVD 88     -       613.149  (meters)    2011.64   (feet)  ADJUSTED  
 FG0816  ___________________________________________________________________
 FG0816  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0816  DYNAMIC HT  -         612.561 (meters)    2009.71  (feet)  COMP
 FG0816  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 FG0816
 FG0816  VERT ORDER  -  SECOND    CLASS 0
 FG0816
 FG0816.The horizontal coordinates were scaled from a topographic map and have
 FG0816.an estimated accuracy of +/- 6 seconds.
 FG0816
 FG0816.The orthometric height was determined by differential leveling
 FG0816.and adjusted by the National Geodetic Survey in June 1991..
 FG0816
 FG0816.The geoid height was determined by GEOID03.
 FG0816
 FG0816.The dynamic height is computed by dividing the NAVD 88
 FG0816.geopotential number by the normal gravity value computed on the
 FG0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0816.degrees latitude (g = 980.6199 gals.).
 FG0816
 FG0816.The modeled gravity was interpolated from observed gravity values.
 FG0816
 FG0816;                    North         East    Units  Estimated Accuracy
 FG0816;SPC AR N     -   181,790.      295,570.      MT  (+/- 180 meters Scaled)
 FG0816
 FG0816                          SUPERSEDED SURVEY CONTROL
 FG0816
 FG0816  NGVD 29 (??/??/92)  613.035  (m)         2011.27   (f) ADJ UNCH    2 0
 FG0816
 FG0816.Superseded values are not recommended for survey control.
 FG0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0816.See file dsdata.txt to determine how the superseded data were derived.
 FG0816
 FG0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV857802(NAD 83)
 FG0816_MARKER: DB = BENCH MARK DISK
 FG0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0816+STABILITY: SURFACE MOTION
 FG0816
 FG0816  HISTORY     - Date     Condition        Report By
 FG0816  HISTORY     - UNK      MONUMENTED       CGS
 FG0816  HISTORY     - 1932     GOOD             NGS
 FG0816  HISTORY     - 1935     GOOD             NGS
 FG0816
 FG0816                          STATION DESCRIPTION
 FG0816
 FG0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0816'4.5 MI S FROM JASPER.
 FG0816'LOCATED ALONG ARK. STATE HIGHWAY NO. 7 NEAR THE TOP OF THE FIRST HILL
 FG0816'SOUTH OF JASPER, IN THE S. E. 1/4, N.W. 1/4 SEC. 12, T. 15 N., R. 21
 FG0816'W., 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTH BY
 FG0816'EAST OF A SPRING, 4 FEET SOUTHEAST OF A FENCE CORNER, IN LINE WITH A
 FG0816'LANE TO THE WEST LEADING TO THE HOUSE OWNED BY C. W. TWYMAN.
 FG0816
 FG0816                          STATION RECOVERY (1935)
 FG0816
 FG0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0817 ***********************************************************************
 FG0817  DESIGNATION -  T 18 RESET
 FG0817  PID         -  FG0817
 FG0817  STATE/COUNTY-  AR/NEWTON
 FG0817  USGS QUAD   -  PARTHENON (1980)
 FG0817
 FG0817                         *CURRENT SURVEY CONTROL
 FG0817  ___________________________________________________________________
 FG0817* NAD 83(1986)-  35 57 59.     (N)    093 09 28.     (W)     SCALED    
 FG0817* NAVD 88     -       614.21   (meters)    2015.1    (feet)  RESET     
 FG0817  ___________________________________________________________________
 FG0817  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0817
 FG0817  VERT ORDER  -  THIRD
 FG0817
 FG0817.The horizontal coordinates were scaled from a topographic map and have
 FG0817.an estimated accuracy of +/- 6 seconds.
 FG0817
 FG0817.The orthometric height was computed from unverified reset data.
 FG0817.No vertical observational check was made to the station.
 FG0817
 FG0817.The geoid height was determined by GEOID03.
 FG0817
 FG0817;                    North         East    Units  Estimated Accuracy
 FG0817;SPC AR N     -   181,790.      295,570.      MT  (+/- 180 meters Scaled)
 FG0817
 FG0817                          SUPERSEDED SURVEY CONTROL
 FG0817
 FG0817  NGVD 29 (??/??/??)  614.09   (m)         2014.7    (f) RESET       3  
 FG0817
 FG0817.Superseded values are not recommended for survey control.
 FG0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0817.See file dsdata.txt to determine how the superseded data were derived.
 FG0817
 FG0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV857802(NAD 83)
 FG0817_MARKER: DB = BENCH MARK DISK
 FG0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0817_STAMPING: T 18 1953
 FG0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0817+STABILITY: SURFACE MOTION
 FG0817
 FG0817  HISTORY     - Date     Condition        Report By
 FG0817  HISTORY     - 1953     MONUMENTED       CGS
 FG0817
 FG0817                          STATION DESCRIPTION
 FG0817
 FG0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FG0817'4.5 MI S FROM JASPER.
 FG0817'4-1/2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM JASPER, NEWTON COUNTY,
 FG0817'ABOUT 3/4 MILE FROM THE TOP OF THE FIRST HILL SOUTH OF JASPER, IN SE
 FG0817'1/4 NW 1/4 SEC. 12, T 15 N, R 21 W, 57 FEET NORTH OF THE CENTERLINE OF
 FG0817'THE HIGHWAY, 114 FEET NORTH OF A SPRING, 62 FEET SOUTHWEST OF AN
 FG0817'18-INCH OAK TREE, 58 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 FG0817'AND 7.16 FEET EAST OF AN R.E.A. POWER LINE POLE.  A STANDARD DISK,
 FG0817'STAMPED T 18 1953 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0840 ***********************************************************************
 FF0840  DESIGNATION -  T 180
 FF0840  PID         -  FF0840
 FF0840  STATE/COUNTY-  AR/POINSETT
 FF0840  USGS QUAD   -  RISHER (1980)
 FF0840
 FF0840                         *CURRENT SURVEY CONTROL
 FF0840  ___________________________________________________________________
 FF0840* NAD 83(1986)-  35 38 00.     (N)    090 53 27.     (W)     SCALED    
 FF0840* NAVD 88     -        74.617  (meters)     244.81   (feet)  ADJUSTED  
 FF0840  ___________________________________________________________________
 FF0840  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FF0840  DYNAMIC HT  -          74.552 (meters)     244.59  (feet)  COMP
 FF0840  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 FF0840
 FF0840  VERT ORDER  -  FIRST     CLASS II
 FF0840
 FF0840.The horizontal coordinates were scaled from a topographic map and have
 FF0840.an estimated accuracy of +/- 6 seconds.
 FF0840
 FF0840.The orthometric height was determined by differential leveling
 FF0840.and adjusted by the National Geodetic Survey in June 1991..
 FF0840
 FF0840.The geoid height was determined by GEOID03.
 FF0840
 FF0840.The dynamic height is computed by dividing the NAVD 88
 FF0840.geopotential number by the normal gravity value computed on the
 FF0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0840.degrees latitude (g = 980.6199 gals.).
 FF0840
 FF0840.The modeled gravity was interpolated from observed gravity values.
 FF0840
 FF0840;                    North         East    Units  Estimated Accuracy
 FF0840;SPC AR N     -   144,790.      500,460.      MT  (+/- 180 meters Scaled)
 FF0840
 FF0840                          SUPERSEDED SURVEY CONTROL
 FF0840
 FF0840  NGVD 29 (??/??/??)   74.555  (m)          244.60   (f) ADJUSTED    1 2
 FF0840
 FF0840.Superseded values are not recommended for survey control.
 FF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0840.See file dsdata.txt to determine how the superseded data were derived.
 FF0840
 FF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV909453(NAD 83)
 FF0840_MARKER: DB = BENCH MARK DISK
 FF0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0840_STAMPING: T 180 1956
 FF0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0840+STABILITY: SURFACE MOTION
 FF0840
 FF0840  HISTORY     - Date     Condition        Report By
 FF0840  HISTORY     - 1956     MONUMENTED       CGS
 FF0840  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0840
 FF0840                          STATION DESCRIPTION
 FF0840
 FF0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0840'0.9 MI N FROM WEINER.
 FF0840'0.9 MILE NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0840'THE STATION AT WEINER, SOUTHWEST AND ACROSS TRACK FROM TELEPHONE
 FF0840'POLE NO. 144/16, ABOUT 5 TELEPHONE POLES SOUTH OF A ROAD CROSSING
 FF0840'LEADING TO A HOUSE, 52 FEET WEST OF WEST RAIL, 50 FEET
 FF0840'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 29 FEET EAST OF CENTER LINE
 FF0840'OF A DIM ROAD PARALLELING THE TRACK TO SOUTH AND TURNING NORTHWEST
 FF0840'AWAY FROM TRACK, 1 FOOT WEST OF A FENCE LINE, 5 FEET SOUTH OF A
 FF0840'FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0840'3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0840'POST PROJECTING 4 INCHES.
 FF0840
 FF0840                          STATION RECOVERY (2002)
 FF0840
 FF0840'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0825 ***********************************************************************
 FF0825  DESIGNATION -  T 181
 FF0825  PID         -  FF0825
 FF0825  STATE/COUNTY-  AR/POINSETT
 FF0825  USGS QUAD   -  WEINER (1980)
 FF0825
 FF0825                         *CURRENT SURVEY CONTROL
 FF0825  ___________________________________________________________________
 FF0825* NAD 83(1986)-  35 31 47.     (N)    090 57 04.     (W)     SCALED    
 FF0825* NAVD 88     -        71.941  (meters)     236.03   (feet)  ADJUSTED  
 FF0825  ___________________________________________________________________
 FF0825  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF0825  DYNAMIC HT  -          71.878 (meters)     235.82  (feet)  COMP
 FF0825  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 FF0825
 FF0825  VERT ORDER  -  FIRST     CLASS II
 FF0825
 FF0825.The horizontal coordinates were scaled from a topographic map and have
 FF0825.an estimated accuracy of +/- 6 seconds.
 FF0825
 FF0825.The orthometric height was determined by differential leveling
 FF0825.and adjusted by the National Geodetic Survey in June 1991..
 FF0825
 FF0825.The geoid height was determined by GEOID03.
 FF0825
 FF0825.The dynamic height is computed by dividing the NAVD 88
 FF0825.geopotential number by the normal gravity value computed on the
 FF0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0825.degrees latitude (g = 980.6199 gals.).
 FF0825
 FF0825.The modeled gravity was interpolated from observed gravity values.
 FF0825
 FF0825;                    North         East    Units  Estimated Accuracy
 FF0825;SPC AR N     -   133,240.      495,120.      MT  (+/- 180 meters Scaled)
 FF0825
 FF0825                          SUPERSEDED SURVEY CONTROL
 FF0825
 FF0825  NGVD 29 (??/??/??)   71.886  (m)          235.85   (f) ADJUSTED    1 2
 FF0825
 FF0825.Superseded values are not recommended for survey control.
 FF0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0825.See file dsdata.txt to determine how the superseded data were derived.
 FF0825
 FF0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV857337(NAD 83)
 FF0825_MARKER: DB = BENCH MARK DISK
 FF0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0825_STAMPING: T 181 1956
 FF0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0825+STABILITY: SURFACE MOTION
 FF0825
 FF0825  HISTORY     - Date     Condition        Report By
 FF0825  HISTORY     - 1956     MONUMENTED       CGS
 FF0825  HISTORY     - 20020319 MARK NOT FOUND   USACE
 FF0825  HISTORY     - 20020426 MARK NOT FOUND   USACE
 FF0825
 FF0825                          STATION DESCRIPTION
 FF0825
 FF0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0825'2.6 MI S FROM WALDENBURG.
 FF0825'ABOUT 2.65 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0825'FROM THE CROSSING OF STATE HIGHWAY 14 AT WALDENBURG, ABOUT 3.0
 FF0825'MILES NORTH OF THE STATION AT FISHER, ABOUT 0.4 MILE SOUTH OF AN
 FF0825'EAST-WEST ROAD CROSSING, 117 1/2 FEET SOUTH OF TELEPHONE POLE NO.
 FF0825'152/07, 74 FEET EAST-NORTHEAST OF TELEPHONE POLE NO. 152/08,
 FF0825'47 FEET EAST OF EAST RAIL, 41 FEET WEST OF CENTER LINE OF STATE
 FF0825'HIGHWAY 39, 1 FOOT WEST OF A FENCE LINE, 3 1/2 FEET
 FF0825'WEST-SOUTHWEST OF A TELEPHONE POLE ON LINE FOLLOWING HIGHWAY, ABOUT
 FF0825'3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0825'POST PROJECTING 3 INCHES.
 FF0825
 FF0825                          STATION RECOVERY (2002)
 FF0825
 FF0825'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0825'THE STATION IS PRESUMED DESTROYED DUE TO A DITCH BEING WIDENED.
 FF0825'ALSO DESCRIPTION STATES HWY 39, WHICH IS NOW HWY 49.
 FF0825
 FF0825                          STATION RECOVERY (2002)
 FF0825
 FF0825'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0674 ***********************************************************************
 FF0674  DESIGNATION -  T 182
 FF0674  PID         -  FF0674
 FF0674  STATE/COUNTY-  AR/POINSETT
 FF0674  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0674
 FF0674                         *CURRENT SURVEY CONTROL
 FF0674  ___________________________________________________________________
 FF0674* NAD 83(1986)-  35 27 30.     (N)    090 44 25.     (W)     SCALED    
 FF0674* NAVD 88     -        84.671  (meters)     277.79   (feet)  ADJUSTED  
 FF0674  ___________________________________________________________________
 FF0674  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF0674  DYNAMIC HT  -          84.595 (meters)     277.54  (feet)  COMP
 FF0674  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FF0674
 FF0674  VERT ORDER  -  FIRST     CLASS II
 FF0674
 FF0674.The horizontal coordinates were scaled from a topographic map and have
 FF0674.an estimated accuracy of +/- 6 seconds.
 FF0674
 FF0674.The orthometric height was determined by differential leveling
 FF0674.and adjusted by the National Geodetic Survey in June 1991..
 FF0674
 FF0674.The geoid height was determined by GEOID03.
 FF0674
 FF0674.The dynamic height is computed by dividing the NAVD 88
 FF0674.geopotential number by the normal gravity value computed on the
 FF0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0674.degrees latitude (g = 980.6199 gals.).
 FF0674
 FF0674.The modeled gravity was interpolated from observed gravity values.
 FF0674
 FF0674;                    North         East    Units  Estimated Accuracy
 FF0674;SPC AR N     -   125,540.      514,340.      MT  (+/- 180 meters Scaled)
 FF0674
 FF0674                          SUPERSEDED SURVEY CONTROL
 FF0674
 FF0674  NGVD 29 (??/??/??)   84.619  (m)          277.62   (f) ADJUSTED    1 2
 FF0674
 FF0674.Superseded values are not recommended for survey control.
 FF0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0674.See file dsdata.txt to determine how the superseded data were derived.
 FF0674
 FF0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV050262(NAD 83)
 FF0674_MARKER: DB = BENCH MARK DISK
 FF0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0674_SP_SET: BRIDGE ABUTMENT
 FF0674_STAMPING: T 182 1956
 FF0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0674+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 FF0674
 FF0674  HISTORY     - Date     Condition        Report By
 FF0674  HISTORY     - 1956     MONUMENTED       CGS
 FF0674  HISTORY     - 20030507 GOOD             USACE
 FF0674
 FF0674                          STATION DESCRIPTION
 FF0674
 FF0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0674'1.5 MI S FROM WHITEHALL.
 FF0674'ABOUT 1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0674'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, ABOUT 0.1 MILE
 FF0674'SOUTH OF A DIRT ROAD CROSSING, NORTHWEST AND ACROSS TRACK FROM
 FF0674'MILE POLE 263, ABOUT 0.9 MILE NORTH OF CROSSING OF THE
 FF0674'POINSETT-CROSS COUNTY LINE ROAD AT HYDRICK, IN THE TOP OF THE
 FF0674'WEST END OF THE NORTH CONCRETE ABUTMENT OF CONCRETE RAILROAD
 FF0674'BRIDGE NO. 263.9 OVER HYDRICK CREEK, 7 FEET WEST OF WEST RAIL,
 FF0674'ABOUT 20 YARDS EAST OF CENTER LINE OF STATE HIGHWAY 1 AND ABOUT
 FF0674'2 FEET BELOW LEVEL OF TRACK.
 FF0674
 FF0674                          STATION RECOVERY (2003)
 FF0674
 FF0674'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0872 ***********************************************************************
 FF0872  DESIGNATION -  T 183
 FF0872  PID         -  FF0872
 FF0872  STATE/COUNTY-  AR/CRAIGHEAD
 FF0872  USGS QUAD   -  JONESBORO (1983)
 FF0872
 FF0872                         *CURRENT SURVEY CONTROL
 FF0872  ___________________________________________________________________
 FF0872* NAD 83(1986)-  35 50 31.     (N)    090 43 30.     (W)     SCALED    
 FF0872* NAVD 88     -        88.881  (meters)     291.60   (feet)  ADJUSTED  
 FF0872  ___________________________________________________________________
 FF0872  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0872  DYNAMIC HT  -          88.805 (meters)     291.35  (feet)  COMP
 FF0872  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 FF0872
 FF0872  VERT ORDER  -  FIRST     CLASS II
 FF0872
 FF0872.The horizontal coordinates were scaled from a topographic map and have
 FF0872.an estimated accuracy of +/- 6 seconds.
 FF0872
 FF0872.The orthometric height was determined by differential leveling
 FF0872.and adjusted by the National Geodetic Survey in June 1991..
 FF0872
 FF0872.The geoid height was determined by GEOID03.
 FF0872
 FF0872.The dynamic height is computed by dividing the NAVD 88
 FF0872.geopotential number by the normal gravity value computed on the
 FF0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0872.degrees latitude (g = 980.6199 gals.).
 FF0872
 FF0872.The modeled gravity was interpolated from observed gravity values.
 FF0872
 FF0872;                    North         East    Units  Estimated Accuracy
 FF0872;SPC AR N     -   168,120.      515,180.      MT  (+/- 180 meters Scaled)
 FF0872
 FF0872                          SUPERSEDED SURVEY CONTROL
 FF0872
 FF0872  NGVD 29 (??/??/??)   88.794  (m)          291.32   (f) ADJUSTED    1 2
 FF0872
 FF0872.Superseded values are not recommended for survey control.
 FF0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0872.See file dsdata.txt to determine how the superseded data were derived.
 FF0872
 FF0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV054688(NAD 83)
 FF0872_MARKER: DB = BENCH MARK DISK
 FF0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0872_SP_SET: CULVERT
 FF0872_STAMPING: T 183 1956
 FF0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0872
 FF0872  HISTORY     - Date     Condition        Report By
 FF0872  HISTORY     - 1956     MONUMENTED       CGS
 FF0872  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0872  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0872
 FF0872                          STATION DESCRIPTION
 FF0872
 FF0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0872'1.2 MI W FROM JONESBORO.
 FF0872'AT JONESBORO, ABOUT 1.15 MILES WEST-SOUTHWEST ALONG THE ST.
 FF0872'LOUIS-SOUTHWESTERN RAILWAY FROM THE STATION, AT THE CROSSING OF
 FF0872'U.S. HIGHWAY 63, SOUTHEAST AND ACROSS TRACK FROM MILE POLE
 FF0872'126, 49 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF NEAR TRACK, 36 FEET
 FF0872'WEST OF CENTER LINE OF HIGHWAY 63, IN THE TOP OF NORTH END OF WEST
 FF0872'HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY AND ABOUT
 FF0872'6 FEET BELOW LEVEL OF HIGHWAY.
 FF0872
 FF0872                          STATION RECOVERY (1978)
 FF0872
 FF0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0872'MARK NOT FOUND.
 FF0872
 FF0872                          STATION RECOVERY (1978)
 FF0872
 FF0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0063 ***********************************************************************
 FF0063  DESIGNATION -  T 184
 FF0063  PID         -  FF0063
 FF0063  STATE/COUNTY-  AR/MISSISSIPPI
 FF0063  USGS QUAD   -  MANILA NORTH (1983)
 FF0063
 FF0063                         *CURRENT SURVEY CONTROL
 FF0063  ___________________________________________________________________
 FF0063* NAD 83(1986)-  35 55 31.     (N)    090 14 05.     (W)     SCALED    
 FF0063* NAVD 88     -        71.658  (meters)     235.10   (feet)  POSTED    
 FF0063  ___________________________________________________________________
 FF0063  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FF0063  DYNAMIC HT  -          71.600 (meters)     234.91  (feet)  COMP
 FF0063  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 FF0063
 FF0063  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0063
 FF0063.The horizontal coordinates were scaled from a topographic map and have
 FF0063.an estimated accuracy of +/- 6 seconds.
 FF0063
 FF0063.The orthometric height was determined by differential leveling
 FF0063.and adjusted by the National Geodetic Survey in 1992..
 FF0063.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0063.rate of 0.0 thru 1.0 mm/km.
 FF0063
 FF0063.The geoid height was determined by GEOID03.
 FF0063
 FF0063.The dynamic height is computed by dividing the NAVD 88
 FF0063.geopotential number by the normal gravity value computed on the
 FF0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0063.degrees latitude (g = 980.6199 gals.).
 FF0063
 FF0063.The modeled gravity was interpolated from observed gravity values.
 FF0063
 FF0063;                    North         East    Units  Estimated Accuracy
 FF0063;SPC AR N     -   178,040.      559,300.      MT  (+/- 180 meters Scaled)
 FF0063
 FF0063                          SUPERSEDED SURVEY CONTROL
 FF0063
 FF0063  NGVD 29 (??/??/??)   71.647  (m)          235.06   (f) ADJUSTED    1 2
 FF0063
 FF0063.Superseded values are not recommended for survey control.
 FF0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0063.See file dsdata.txt to determine how the superseded data were derived.
 FF0063
 FF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV494791(NAD 83)
 FF0063_MARKER: DB = BENCH MARK DISK
 FF0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0063_STAMPING: T 184 1956
 FF0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0063+STABILITY: SURFACE MOTION
 FF0063
 FF0063  HISTORY     - Date     Condition        Report By
 FF0063  HISTORY     - 1956     MONUMENTED       CGS
 FF0063  HISTORY     - 20020720 MARK NOT FOUND   USACE
 FF0063
 FF0063                          STATION DESCRIPTION
 FF0063
 FF0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0063'1.4 MI SE FROM LEACHVILLE.
 FF0063'ABOUT 1.45 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0063'RAILWAY FROM THE STATION AT LEACHVILLE, ABOUT 0.35 MILE SOUTHEAST
 FF0063'OF CROSSING OF A NORTH-SOUTH ROAD, ABOUT 0.3 MILE NORTHWEST OF A
 FF0063'TRESTLE OVER A NORTH-SOUTH DITCH, 23 FEET NORTHEAST OF NORTHEAST RAIL,
 FF0063'2 FEET WEST OF TELEPHONE POLE NO. 835, 103 FEET EAST AND ACROSS
 FF0063'TRACK FROM TELEPHONE POLE NO. 260/05, 93 FEET NORTH-NORTHWEST
 FF0063'AND ACROSS TRACK FROM TELEPHONE POLE NO. 260/04, ABOUT 2 1/2
 FF0063'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0063'POST PROJECTING 3 INCHES.
 FF0063
 FF0063                          STATION RECOVERY (2002)
 FF0063
 FF0063'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0063'RR ABANDONED, NOW A CULTIVATED FIELD AND SMALL DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1810 ***********************************************************************
 FE1810  DESIGNATION -  T 185
 FE1810  PID         -  FE1810
 FE1810  STATE/COUNTY-  AR/MISSISSIPPI
 FE1810  USGS QUAD   -  ARMOREL (1983)
 FE1810
 FE1810                         *CURRENT SURVEY CONTROL
 FE1810  ___________________________________________________________________
 FE1810* NAD 83(1986)-  35 54 08.     (N)    089 45 29.     (W)     SCALED    
 FE1810* NAVD 88     -        78.898  (meters)     258.85   (feet)  ADJUSTED  
 FE1810  ___________________________________________________________________
 FE1810  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE1810  DYNAMIC HT  -          78.832 (meters)     258.63  (feet)  COMP
 FE1810  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE1810
 FE1810  VERT ORDER  -  FIRST     CLASS II
 FE1810
 FE1810.The horizontal coordinates were scaled from a topographic map and have
 FE1810.an estimated accuracy of +/- 6 seconds.
 FE1810
 FE1810.The orthometric height was determined by differential leveling
 FE1810.and adjusted by the National Geodetic Survey in June 1991..
 FE1810
 FE1810.The geoid height was determined by GEOID03.
 FE1810
 FE1810.The dynamic height is computed by dividing the NAVD 88
 FE1810.geopotential number by the normal gravity value computed on the
 FE1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1810.degrees latitude (g = 980.6199 gals.).
 FE1810
 FE1810.The modeled gravity was interpolated from observed gravity values.
 FE1810
 FE1810;                    North         East    Units  Estimated Accuracy
 FE1810;SPC AR N     -   176,360.      602,360.      MT  (+/- 180 meters Scaled)
 FE1810
 FE1810                          SUPERSEDED SURVEY CONTROL
 FE1810
 FE1810  NGVD 29 (??/??/??)   78.840  (m)          258.66   (f) ADJUSTED    1 2
 FE1810
 FE1810.Superseded values are not recommended for survey control.
 FE1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1810.See file dsdata.txt to determine how the superseded data were derived.
 FE1810
 FE1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE510766(NAD 83)
 FE1810_MARKER: DB = BENCH MARK DISK
 FE1810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1810_SP_SET: CONCRETE BASE
 FE1810_STAMPING: T 185 1956
 FE1810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1810
 FE1810  HISTORY     - Date     Condition        Report By
 FE1810  HISTORY     - 1956     MONUMENTED       CGS
 FE1810
 FE1810                          STATION DESCRIPTION
 FE1810
 FE1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1810'0.4 MI E FROM BARFIELD.
 FE1810'0.4 MILE EAST ALONG STATE HIGHWAY 18 FROM THE J.C. ELLIS STORE
 FE1810'AT BARFIELD, THENCE ABOUT 70 YARDS NORTH ALONG WEST BANK OF
 FE1810'MISSISSIPPI RIVER, ABOUT 0.1 MILE DUE EAST OF CROSSING OF HIGHWAY
 FE1810'AND THE OLD LEVEE (THE SECOND LEVEE EAST OF STORE AT BARFIELD),
 FE1810'IN THE TOP OF THE NORTH PART OF AN ABANDONED CONCRETE BASE STUDDED
 FE1810'WITH BOLTS, (AN OLD GIN FOUNDATION), 1.7 FEET SOUTH OF NORTH
 FE1810'EDGE OF FOUNDATION, 2 FEET WEST OF EAST EDGE OF FOUNDATION AND
 FE1810'FOUNDATION PROJECTS FROM 3 INCHES TO 1-FOOT OUT OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0092 ***********************************************************************
 FF0092  DESIGNATION -  T 186
 FF0092  PID         -  FF0092
 FF0092  STATE/COUNTY-  AR/CRAIGHEAD
 FF0092  USGS QUAD   -  CARAWAY (1983)
 FF0092
 FF0092                         *CURRENT SURVEY CONTROL
 FF0092  ___________________________________________________________________
 FF0092* NAD 83(1986)-  35 50 18.     (N)    090 22 02.     (W)     SCALED    
 FF0092* NAVD 88     -        70.720  (meters)     232.02   (feet)  POSTED    
 FF0092  ___________________________________________________________________
 FF0092  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0092  DYNAMIC HT  -          70.660 (meters)     231.82  (feet)  COMP
 FF0092  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 FF0092
 FF0092  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0092
 FF0092.The horizontal coordinates were scaled from a topographic map and have
 FF0092.an estimated accuracy of +/- 6 seconds.
 FF0092
 FF0092.The orthometric height was determined by differential leveling
 FF0092.and adjusted by the National Geodetic Survey in 1992..
 FF0092.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0092.rate of 0.0 thru 1.0 mm/km.
 FF0092
 FF0092.The geoid height was determined by GEOID03.
 FF0092
 FF0092.The dynamic height is computed by dividing the NAVD 88
 FF0092.geopotential number by the normal gravity value computed on the
 FF0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0092.degrees latitude (g = 980.6199 gals.).
 FF0092
 FF0092.The modeled gravity was interpolated from observed gravity values.
 FF0092
 FF0092;                    North         East    Units  Estimated Accuracy
 FF0092;SPC AR N     -   168,190.      547,500.      MT  (+/- 180 meters Scaled)
 FF0092
 FF0092                          SUPERSEDED SURVEY CONTROL
 FF0092
 FF0092  NGVD 29 (??/??/??)   70.680  (m)          231.89   (f) ADJUSTED    1 2
 FF0092
 FF0092.Superseded values are not recommended for survey control.
 FF0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0092.See file dsdata.txt to determine how the superseded data were derived.
 FF0092
 FF0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV377692(NAD 83)
 FF0092_MARKER: DB = BENCH MARK DISK
 FF0092_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0092+WITH SETTING: INTO GROUND
 FF0092_STAMPING: T 186 1956
 FF0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0092+STABILITY: SURFACE MOTION
 FF0092
 FF0092  HISTORY     - Date     Condition        Report By
 FF0092  HISTORY     - 1956     MONUMENTED       CGS
 FF0092  HISTORY     - 1978     POOR             USGS
 FF0092  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0092
 FF0092                          STATION DESCRIPTION
 FF0092
 FF0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0092'AT BLACK OAK.
 FF0092'AT BLACK OAK, AT THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO
 FF0092'RAILWAY AND STATE HIGHWAY 135, 28 FEET NORTH OF NORTH RAIL OF
 FF0092'MAIN TRACK, 139 FEET EAST OF CENTER LINE OF HIGHWAY, 33 1/2 FEET
 FF0092'EAST OF NORTHEAST CORNER OF RAILROAD STATION, 10 1/2 FEET SOUTH
 FF0092'OF CENTER LINE OF A PRIVATE DRIVE, 6 FEET EAST-SOUTHEAST OF
 FF0092'TELEPHONE POLE NO. 1265, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 FF0092'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF
 FF0092'A COPPER-COATED STEEL ROD PROJECTING 1 INCH AND SURROUNDED BY
 FF0092'A 4-INCH TILE WHICH PROJECTS 4 INCHES.
 FF0092
 FF0092                          STATION RECOVERY (1978)
 FF0092
 FF0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0092'MARK RECOVERED IN POOR CONDITION.
 FF0092
 FF0092                          STATION RECOVERY (2002)
 FF0092
 FF0092'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0101 ***********************************************************************
 GE0101  DESIGNATION -  T 187
 GE0101  PID         -  GE0101
 GE0101  STATE/COUNTY-  AR/GREENE
 GE0101  USGS QUAD   -  MARMADUKE (1992)
 GE0101
 GE0101                         *CURRENT SURVEY CONTROL
 GE0101  ___________________________________________________________________
 GE0101* NAD 83(1986)-  36 10 54.     (N)    090 23 07.     (W)     SCALED    
 GE0101* NAVD 88     -        83.013  (meters)     272.35   (feet)  ADJUSTED  
 GE0101  ___________________________________________________________________
 GE0101  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GE0101  DYNAMIC HT  -          82.946 (meters)     272.13  (feet)  COMP
 GE0101  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GE0101
 GE0101  VERT ORDER  -  FIRST     CLASS II
 GE0101
 GE0101.The horizontal coordinates were scaled from a topographic map and have
 GE0101.an estimated accuracy of +/- 6 seconds.
 GE0101
 GE0101.The orthometric height was determined by differential leveling
 GE0101.and adjusted by the National Geodetic Survey in June 1991..
 GE0101
 GE0101.The geoid height was determined by GEOID03.
 GE0101
 GE0101.The dynamic height is computed by dividing the NAVD 88
 GE0101.geopotential number by the normal gravity value computed on the
 GE0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0101.degrees latitude (g = 980.6199 gals.).
 GE0101
 GE0101.The modeled gravity was interpolated from observed gravity values.
 GE0101
 GE0101;                    North         East    Units  Estimated Accuracy
 GE0101;SPC AR N     -   206,250.      545,250.      MT  (+/- 180 meters Scaled)
 GE0101
 GE0101                          SUPERSEDED SURVEY CONTROL
 GE0101
 GE0101  NGVD 29 (??/??/92)   83.007  (m)          272.33   (f) ADJ UNCH    1 2
 GE0101
 GE0101.Superseded values are not recommended for survey control.
 GE0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0101.See file dsdata.txt to determine how the superseded data were derived.
 GE0101
 GE0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA351072(NAD 83)
 GE0101_MARKER: DB = BENCH MARK DISK
 GE0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0101_STAMPING: T 187 1956
 GE0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0101+STABILITY: SURFACE MOTION
 GE0101
 GE0101  HISTORY     - Date     Condition        Report By
 GE0101  HISTORY     - 1956     MONUMENTED       CGS
 GE0101  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0101
 GE0101                          STATION DESCRIPTION
 GE0101
 GE0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0101'0.3 MI SW FROM MARMADUKE.
 GE0101'ABOUT 0.3 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0101'FROM THE STATION AT MARMADUKE, ABOUT 0.15 MILE SOUTHWEST OF MILE
 GE0101'POLE 93, 46 FEET SOUTHEAST OF SOUTHEAST RAIL, 93 FEET SOUTHWEST
 GE0101'OF TELEPHONE POLE NO. 93/05, 91 FEET SOUTH-SOUTHWEST OF THE
 GE0101'SWITCH STAND AT THE SOUTHWEST END OF A SIDING, 41 FEET
 GE0101'EAST-SOUTHEAST OF EAST CORNER OF RAILROAD TRESTLE NO. 93.18, 21
 GE0101'FEET NORTHEAST OF CENTER OF A DRAINAGE DITCH, 1 1/2 FEET NORTHWEST
 GE0101'OF A FENCE LINE, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 GE0101'POST, ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 GE0101'A CONCRETE POST PROJECTING 4 INCHES.
 GE0101
 GE0101                          STATION RECOVERY (2002)
 GE0101
 GE0101'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0206 ***********************************************************************
 GE0206  DESIGNATION -  T 188
 GE0206  PID         -  GE0206
 GE0206  STATE/COUNTY-  AR/GREENE
 GE0206  USGS QUAD   -  LAFE (1993)
 GE0206
 GE0206                         *CURRENT SURVEY CONTROL
 GE0206  ___________________________________________________________________
 GE0206* NAD 83(1986)-  36 09 35.     (N)    090 30 28.     (W)     SCALED    
 GE0206* NAVD 88     -       102.916  (meters)     337.65   (feet)  ADJUSTED  
 GE0206  ___________________________________________________________________
 GE0206  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GE0206  DYNAMIC HT  -         102.831 (meters)     337.37  (feet)  COMP
 GE0206  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 GE0206
 GE0206  VERT ORDER  -  FIRST     CLASS II
 GE0206
 GE0206.The horizontal coordinates were scaled from a topographic map and have
 GE0206.an estimated accuracy of +/- 6 seconds.
 GE0206
 GE0206.The orthometric height was determined by differential leveling
 GE0206.and adjusted by the National Geodetic Survey in June 1991..
 GE0206
 GE0206.The geoid height was determined by GEOID03.
 GE0206
 GE0206.The dynamic height is computed by dividing the NAVD 88
 GE0206.geopotential number by the normal gravity value computed on the
 GE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0206.degrees latitude (g = 980.6199 gals.).
 GE0206
 GE0206.The modeled gravity was interpolated from observed gravity values.
 GE0206
 GE0206;                    North         East    Units  Estimated Accuracy
 GE0206;SPC AR N     -   203,650.      534,270.      MT  (+/- 180 meters Scaled)
 GE0206
 GE0206                          SUPERSEDED SURVEY CONTROL
 GE0206
 GE0206  NGVD 29 (??/??/92)  102.906  (m)          337.62   (f) ADJ UNCH    1 2
 GE0206
 GE0206.Superseded values are not recommended for survey control.
 GE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0206.See file dsdata.txt to determine how the superseded data were derived.
 GE0206
 GE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA241045(NAD 83)
 GE0206_MARKER: DB = BENCH MARK DISK
 GE0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0206_STAMPING: T 188 1956
 GE0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0206+STABILITY: SURFACE MOTION
 GE0206
 GE0206  HISTORY     - Date     Condition        Report By
 GE0206  HISTORY     - 1956     MONUMENTED       CGS
 GE0206  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE0206
 GE0206                          STATION DESCRIPTION
 GE0206
 GE0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0206'7.8 MI NW FROM PARAGOULD.
 GE0206'7.85 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0206'STATION AT PARAGOULD, ABOUT 0.3 MILE NORTH-NORTHWEST OF MILE
 GE0206'POLE 212, AT CROSSING OF ROCK HILL ROAD, ABOUT 0.1 MILE EAST
 GE0206'ALONG ROCK HILL ROAD FROM THE JUNCTION OF STATE HIGHWAY 135, 46
 GE0206'FEET EAST-NORTHEAST OF NEAR RAIL OF TRACK, 54 FEET NORTHEAST OF
 GE0206'CENTER OF CROSSING, 32 FEET NORTH OF CENTER LINE OF ROAD, 14 FEET
 GE0206'NORTH-NORTHWEST OF A FENCE CORNER, 4 FEET SOUTH-SOUTHWEST OF A
 GE0206'FENCE CORNER, 3 1/2 FEET NORTHWEST OF A RAILROAD RAIL PROJECTING
 GE0206'2 1/2 FEET, 1 1/2 FEET WEST-NORTHWEST OF A FENCE LINE, 2 FEET
 GE0206'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 GE0206'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0206'3 INCHES.
 GE0206
 GE0206                          STATION RECOVERY (2002)
 GE0206
 GE0206'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0137 ***********************************************************************
 GE0137  DESIGNATION -  T 189
 GE0137  PID         -  GE0137
 GE0137  STATE/COUNTY-  AR/CLAY
 GE0137  USGS QUAD   -  POLLARD (1984)
 GE0137
 GE0137                         *CURRENT SURVEY CONTROL
 GE0137  ___________________________________________________________________
 GE0137* NAD 83(1986)-  36 25 57.     (N)    090 15 29.     (W)     SCALED    
 GE0137* NAVD 88     -       127.231  (meters)     417.42   (feet)  ADJUSTED  
 GE0137  ___________________________________________________________________
 GE0137  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0137  DYNAMIC HT  -         127.127 (meters)     417.08  (feet)  COMP
 GE0137  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 GE0137
 GE0137  VERT ORDER  -  FIRST     CLASS II
 GE0137
 GE0137.The horizontal coordinates were scaled from a topographic map and have
 GE0137.an estimated accuracy of +/- 6 seconds.
 GE0137
 GE0137.The orthometric height was determined by differential leveling
 GE0137.and adjusted by the National Geodetic Survey in June 1991..
 GE0137
 GE0137.The geoid height was determined by GEOID03.
 GE0137
 GE0137.The dynamic height is computed by dividing the NAVD 88
 GE0137.geopotential number by the normal gravity value computed on the
 GE0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0137.degrees latitude (g = 980.6199 gals.).
 GE0137
 GE0137.The modeled gravity was interpolated from observed gravity values.
 GE0137
 GE0137;                    North         East    Units  Estimated Accuracy
 GE0137;SPC AR N     -   234,280.      556,200.      MT  (+/- 180 meters Scaled)
 GE0137
 GE0137                          SUPERSEDED SURVEY CONTROL
 GE0137
 GE0137  NGVD 29 (??/??/92)  127.220  (m)          417.39   (f) ADJ UNCH    1 2
 GE0137
 GE0137.Superseded values are not recommended for survey control.
 GE0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0137.See file dsdata.txt to determine how the superseded data were derived.
 GE0137
 GE0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA457354(NAD 83)
 GE0137_MARKER: DB = BENCH MARK DISK
 GE0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0137_STAMPING: T 189 1956
 GE0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0137+STABILITY: SURFACE MOTION
 GE0137
 GE0137  HISTORY     - Date     Condition        Report By
 GE0137  HISTORY     - 1956     MONUMENTED       CGS
 GE0137  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0137
 GE0137                          STATION DESCRIPTION
 GE0137
 GE0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0137'0.5 MI E FROM POLLARD.
 GE0137'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 62 FROM THE BRIDGE OVER
 GE0137'POLLARD CREEK AT POLLARD, ABOUT 0.15 MILE WEST OF A ROAD NORTH
 GE0137'TO LANGLEYS CHAPEL METHODIST CHURCH, 48 1/2 FEET SOUTH OF CENTER
 GE0137'LINE OF HIGHWAY, 96 FEET WEST AND ACROSS A DRIVE FROM NORTHWEST
 GE0137'CORNER OF A WHITE FRAME HOUSE, 34 FEET WEST OF CENTER LINE OF
 GE0137'DRIVE, 10 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 8 FEET WEST
 GE0137'OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE LINE, 2 FEET WEST
 GE0137'OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE LEVEL OF
 GE0137'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GE0137'INCHES.
 GE0137
 GE0137                          STATION RECOVERY (2002)
 GE0137
 GE0137'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0046 ***********************************************************************
 DM0046  DESIGNATION -  T 19
 DM0046  PID         -  DM0046
 DM0046  STATE/COUNTY-  AR/LITTLE RIVER
 DM0046  USGS QUAD   -  FOREMAN (1975)
 DM0046
 DM0046                         *CURRENT SURVEY CONTROL
 DM0046  ___________________________________________________________________
 DM0046* NAD 83(1997)-  33 43 32.98964(N)    094 25 24.00088(W)     ADJUSTED  
 DM0046* NAVD 88     -       129.309  (meters)     424.24   (feet)  ADJUSTED  
 DM0046  ___________________________________________________________________
 DM0046  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DM0046  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DM0046  DYNAMIC HT  -         129.176 (meters)     423.80  (feet)  COMP
 DM0046  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 DM0046
 DM0046  HORZ ORDER  -  SECOND
 DM0046  VERT ORDER  -  FIRST     CLASS II
 DM0046
 DM0046.The horizontal coordinates were established by classical geodetic methods
 DM0046.and adjusted by the National Geodetic Survey in September 1999..
 DM0046
 DM0046.The orthometric height was determined by differential leveling
 DM0046.and adjusted by the National Geodetic Survey in June 1991..
 DM0046
 DM0046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM0046
 DM0046.The geoid height was determined by GEOID03.
 DM0046
 DM0046.The dynamic height is computed by dividing the NAVD 88
 DM0046.geopotential number by the normal gravity value computed on the
 DM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0046.degrees latitude (g = 980.6199 gals.).
 DM0046
 DM0046.The modeled gravity was interpolated from observed gravity values.
 DM0046
 DM0046;                    North         East     Units Scale Factor Converg.
 DM0046;SPC AR S     -   520,132.280   175,440.196   MT  0.99993289   -1 21 22.7
 DM0046;SPC AR S     - 1,706,467.32    575,590.04   sFT  0.99993289   -1 21 22.7
 DM0046;SPC OK S     -    49,410.500   931,433.662   MT  1.00004727   +2 01 48.6
 DM0046;SPC OK S     -   162,107.62  3,055,878.61   sFT  1.00004727   +2 01 48.6
 DM0046;SPC TXNC     - 2,235,676.451   977,710.785   MT  0.99994171   +2 13 24.2
 DM0046;SPC TXNC     - 7,334,881.82  3,207,706.13   sFT  0.99994171   +2 13 24.2
 DM0046;UTM  15      - 3,732,666.798   368,132.205   MT  0.99981437   -0 47 25.4
 DM0046
 DM0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM0046!SPC AR S     -   0.99998396  x   0.99993289  =   0.99991685
 DM0046!SPC OK S     -   0.99998396  x   1.00004727  =   1.00003123
 DM0046!SPC TXNC     -   0.99998396  x   0.99994171  =   0.99992567
 DM0046!UTM  15      -   0.99998396  x   0.99981437  =   0.99979833
 DM0046
 DM0046                          SUPERSEDED SURVEY CONTROL
 DM0046
 DM0046  NAD 83(1997)-  33 43 32.99172(N)    094 25 23.99939(W) AD(       ) 2
 DM0046  NAD 83(1997)-  33 43 32.99183(N)    094 25 23.99929(W) AD(       ) 2
 DM0046  NAD 83(1986)-  33 43 32.99637(N)    094 25 23.99553(W) AD(       ) 2
 DM0046  NAD 27      -  33 43 32.57700(N)    094 25 23.25100(W) AD(       ) 2
 DM0046  NGVD 29 (??/??/92)  129.301  (m)          424.21   (f) ADJ UNCH    1 2
 DM0046
 DM0046.Superseded values are not recommended for survey control.
 DM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0046.See file dsdata.txt to determine how the superseded data were derived.
 DM0046
 DM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6813232667(NAD 83)
 DM0046_MARKER: DB = BENCH MARK DISK
 DM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0046_STAMPING: T 19 1934
 DM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0046+STABILITY: SURFACE MOTION
 DM0046
 DM0046  HISTORY     - Date     Condition        Report By
 DM0046  HISTORY     - 1952     MONUMENTED       CGS
 DM0046  HISTORY     - 1949     GOOD             NGS
 DM0046  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0046
 DM0046                          STATION DESCRIPTION
 DM0046
 DM0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM0046'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF THE SMALL
 DM0046'TOWN OF FOREMAN.  IT IS A STANDARD U.S.C. AND G.S. BENCH MARK
 DM0046'DISK SET IN THE TOP OF A CONCRETE POST.  IT IS 44 FEET SOUTH
 DM0046'SOUTHWEST OF THE WEST RAIL OF A RAILROAD TRACK, 29 FEET
 DM0046'NORTHEAST OF THE CENTERLINE OF STATE ROAD 32 AND 2 FEET
 DM0046'NORTHEAST OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 DM0046'ABOUT 2 INCHES AND THE DISK IS STAMPED T-19 1934.
 DM0046'
 DM0046'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM0046'JACKSON TO BENCH MARK T-19 AND THE DISTANCE IS 584.61 FEET
 DM0046'OR 178.191 METERS.
 DM0046'
 DM0046'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 32
 DM0046'AND 41 AT THE MAIN INTERSECTION IN FOREMAN, GO WESTERLY
 DM0046'ON STATE ROAD 32 FOR 1.6 MILES TO MARK ON RIGHT AS DESCRIBED.
 DM0046
 DM0046                          STATION RECOVERY (1949)
 DM0046
 DM0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DM0046'1 MI W FROM FOREMAN.
 DM0046'1 MILE WEST OF FOREMAN, LITTLE RIVER COUNTY, ALONG STATE HIGHWAY 32,
 DM0046'NEAR 1/4 COR. SEC. 16, T 12 S, R 32 AND 33 W, 30 FEET NORTH OF THE
 DM0046'CENTERLINE OF HIGHWAY, 800 FEET EAST OF WHERE RAILROAD LEAVES HIGHWAY.
 DM0046'A STANDARD DISK, STAMPED T 19 1934 AND SET IN THE TOP OF A CONCRETE
 DM0046'POST.
 DM0046
 DM0046                          STATION RECOVERY (1985)
 DM0046
 DM0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0246 ***********************************************************************
 GE0246  DESIGNATION -  T 190
 GE0246  PID         -  GE0246
 GE0246  STATE/COUNTY-  AR/CLAY
 GE0246  USGS QUAD   -  CORNING (1964)
 GE0246
 GE0246                         *CURRENT SURVEY CONTROL
 GE0246  ___________________________________________________________________
 GE0246* NAD 83(1986)-  36 24 41.     (N)    090 34 41.     (W)     SCALED    
 GE0246* NAVD 88     -        89.341  (meters)     293.11   (feet)  ADJUSTED  
 GE0246  ___________________________________________________________________
 GE0246  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GE0246  DYNAMIC HT  -          89.269 (meters)     292.88  (feet)  COMP
 GE0246  MODELED GRAV-     979,829.0   (mgal)                       NAVD 88
 GE0246
 GE0246  VERT ORDER  -  FIRST     CLASS II
 GE0246
 GE0246.The horizontal coordinates were scaled from a topographic map and have
 GE0246.an estimated accuracy of +/- 6 seconds.
 GE0246
 GE0246.The orthometric height was determined by differential leveling
 GE0246.and adjusted by the National Geodetic Survey in June 1991..
 GE0246
 GE0246.The geoid height was determined by GEOID03.
 GE0246
 GE0246.The dynamic height is computed by dividing the NAVD 88
 GE0246.geopotential number by the normal gravity value computed on the
 GE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0246.degrees latitude (g = 980.6199 gals.).
 GE0246
 GE0246.The modeled gravity was interpolated from observed gravity values.
 GE0246
 GE0246;                    North         East    Units  Estimated Accuracy
 GE0246;SPC AR N     -   231,480.      527,540.      MT  (+/- 180 meters Scaled)
 GE0246
 GE0246                          SUPERSEDED SURVEY CONTROL
 GE0246
 GE0246  NGVD 29 (??/??/92)   89.331  (m)          293.08   (f) ADJ UNCH    1 2
 GE0246
 GE0246.Superseded values are not recommended for survey control.
 GE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0246.See file dsdata.txt to determine how the superseded data were derived.
 GE0246
 GE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA171323(NAD 83)
 GE0246_MARKER: DB = BENCH MARK DISK
 GE0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0246_SP_SET: FOUNDATION
 GE0246_STAMPING: T 90 1956
 GE0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0246+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GE0246
 GE0246  HISTORY     - Date     Condition        Report By
 GE0246  HISTORY     - 1956     MONUMENTED       CGS
 GE0246  HISTORY     - 20020917 GOOD             USACE
 GE0246
 GE0246                          STATION DESCRIPTION
 GE0246
 GE0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0246'AT CORNING.
 GE0246'AT CORNING, ABOUT 0.35 MILE NORTH ALONG THE MISSOURI PACIFIC
 GE0246'RAILROAD FROM THE STATION, 278 FEET WEST AND ACROSS WEST FIRST
 GE0246'STREET FROM THE WEST RAIL OF MAIN TRACK, IN THE TOP OF THE NORTH
 GE0246'CORNER OF CONCRETE FOUNDATION OF THE NORTH LEG OF CITY WATER
 GE0246'TOWER, 218 FEET WEST OF CENTER LINE OF WEST FIRST STREET, 152
 GE0246'FEET EAST OF WEST SECOND STREET, AND 236 FEET NORTH OF CENTER
 GE0246'LINE OF WEST HAZEL STREET.
 GE0246
 GE0246                          STATION RECOVERY (2002)
 GE0246
 GE0246'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0396 ***********************************************************************
 DL0396  DESIGNATION -  T 192 X
 DL0396  PID         -  DL0396
 DL0396  STATE/COUNTY-  AR/CLARK
 DL0396  USGS QUAD   -  WHELEN SPRINGS (1970)
 DL0396
 DL0396                         *CURRENT SURVEY CONTROL
 DL0396  ___________________________________________________________________
 DL0396* NAD 83(1986)-  33 51 19.     (N)    093 08 08.     (W)     SCALED    
 DL0396* NAVD 88     -        69.200  (meters)     227.03   (feet)  ADJUSTED  
 DL0396  ___________________________________________________________________
 DL0396  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL0396  DYNAMIC HT  -          69.130 (meters)     226.80  (feet)  COMP
 DL0396  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 DL0396
 DL0396  VERT ORDER  -  FIRST     CLASS II
 DL0396
 DL0396.The horizontal coordinates were scaled from a topographic map and have
 DL0396.an estimated accuracy of +/- 6 seconds.
 DL0396
 DL0396.The orthometric height was determined by differential leveling
 DL0396.and adjusted by the National Geodetic Survey in June 1991..
 DL0396
 DL0396.The geoid height was determined by GEOID03.
 DL0396
 DL0396.The dynamic height is computed by dividing the NAVD 88
 DL0396.geopotential number by the normal gravity value computed on the
 DL0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0396.degrees latitude (g = 980.6199 gals.).
 DL0396
 DL0396.The modeled gravity was interpolated from observed gravity values.
 DL0396
 DL0396;                    North         East    Units  Estimated Accuracy
 DL0396;SPC AR S     -   532,410.      294,930.      MT  (+/- 180 meters Scaled)
 DL0396
 DL0396                          SUPERSEDED SURVEY CONTROL
 DL0396
 DL0396  NGVD 29 (??/??/92)   69.208  (m)          227.06   (f) ADJ UNCH    1 2
 DL0396
 DL0396.Superseded values are not recommended for survey control.
 DL0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0396.See file dsdata.txt to determine how the superseded data were derived.
 DL0396
 DL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT874461(NAD 83)
 DL0396_MARKER: DB = BENCH MARK DISK
 DL0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0396_STAMPING: T 192 X 1959
 DL0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0396+STABILITY: SURFACE MOTION
 DL0396
 DL0396  HISTORY     - Date     Condition        Report By
 DL0396  HISTORY     - 1959     MONUMENTED       CGS
 DL0396  HISTORY     - 1960     GOOD             NGS
 DL0396  HISTORY     - 1964     GOOD             NGS
 DL0396
 DL0396                          STATION DESCRIPTION
 DL0396
 DL0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0396'4.75 MI SE FROM GURDON.
 DL0396'ABOUT 0.3 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0396'STATION AT GURDON, THENCE 4.45 MILES SOUTHEAST ALONG THE BRANCH LINE
 DL0396'OF THE MISSOURI PACIFIC RAILROAD, 2 POLES SOUTH OF MILEPOLE 431, IN
 DL0396'SECTION 22, T 10 S, R 20 W, 27 FEET WEST OF THE WEST RAIL, 82 FEET
 DL0396'EAST OF THE CENTER LINE OF STATE HIGHWAY 53, 26 FEET NORTH OF A
 DL0396'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.6 FEET SOUTH
 DL0396'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE TRACKS, AND IN THE
 DL0396'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0396
 DL0396                          STATION RECOVERY (1964)
 DL0396
 DL0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0401 ***********************************************************************
 DL0401  DESIGNATION -  T 193 X
 DL0401  PID         -  DL0401
 DL0401  STATE/COUNTY-  AR/CLARK
 DL0401  USGS QUAD   -  READER (1970)
 DL0401
 DL0401                         *CURRENT SURVEY CONTROL
 DL0401  ___________________________________________________________________
 DL0401* NAD 83(1986)-  33 48 15.     (N)    093 06 47.     (W)     SCALED    
 DL0401* NAVD 88     -        48.605  (meters)     159.46   (feet)  ADJUSTED  
 DL0401  ___________________________________________________________________
 DL0401  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DL0401  DYNAMIC HT  -          48.556 (meters)     159.30  (feet)  COMP
 DL0401  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 DL0401
 DL0401  VERT ORDER  -  FIRST     CLASS II
 DL0401
 DL0401.The horizontal coordinates were scaled from a topographic map and have
 DL0401.an estimated accuracy of +/- 6 seconds.
 DL0401
 DL0401.The orthometric height was determined by differential leveling
 DL0401.and adjusted by the National Geodetic Survey in June 1991..
 DL0401
 DL0401.The geoid height was determined by GEOID03.
 DL0401
 DL0401.The dynamic height is computed by dividing the NAVD 88
 DL0401.geopotential number by the normal gravity value computed on the
 DL0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0401.degrees latitude (g = 980.6199 gals.).
 DL0401
 DL0401.The modeled gravity was interpolated from observed gravity values.
 DL0401
 DL0401;                    North         East    Units  Estimated Accuracy
 DL0401;SPC AR S     -   526,720.      296,950.      MT  (+/- 180 meters Scaled)
 DL0401
 DL0401                          SUPERSEDED SURVEY CONTROL
 DL0401
 DL0401  NGVD 29 (??/??/92)   48.616  (m)          159.50   (f) ADJ UNCH    1 2
 DL0401
 DL0401.Superseded values are not recommended for survey control.
 DL0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0401.See file dsdata.txt to determine how the superseded data were derived.
 DL0401
 DL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT895404(NAD 83)
 DL0401_MARKER: DB = BENCH MARK DISK
 DL0401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0401_STAMPING: T 193 X 1959
 DL0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0401
 DL0401  HISTORY     - Date     Condition        Report By
 DL0401  HISTORY     - 1959     MONUMENTED       CGS
 DL0401  HISTORY     - 1960     GOOD             NGS
 DL0401  HISTORY     - 1964     GOOD             NGS
 DL0401
 DL0401                          STATION DESCRIPTION
 DL0401
 DL0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0401'8.6 MI SE FROM GURDON.
 DL0401'ABOUT 0.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0401'STATION AT GURDON, THENCE 8.3 MILES SOUTHEAST ALONG THE BRANCH LINE OF
 DL0401'THE MISSOURI PACIFIC RAILROAD OR ABOUT 9.9 MILES NORTHWEST ALONG THE
 DL0401'MISSOURI PACIFIC RAILROAD FROM THE POST OFFICE AT CHIDESTER, IN
 DL0401'SECTION 1, T 11 S, R 20 W, 3 1/2 TELEPHONE POLES NORTH OF MILEPOLE
 DL0401'435, 26 1/2 FEET EAST OF THE EAST RAIL OF THE TRACK, 4 RAILS NORTH OF
 DL0401'THE NORTH END OF TRESTLE 434.8, 61 FEET SOUTH OF THE 4TH TELEPHONE
 DL0401'POLE NORTH OF THE MILEPOLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.5
 DL0401'FEET SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE TRACKS, AND
 DL0401'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 15 INCHES.
 DL0401
 DL0401                          STATION RECOVERY (1964)
 DL0401
 DL0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0197 ***********************************************************************
 DL0197  DESIGNATION -  T 196
 DL0197  PID         -  DL0197
 DL0197  STATE/COUNTY-  AR/OUACHITA
 DL0197  USGS QUAD   -  LOUANN (1985)
 DL0197
 DL0197                         *CURRENT SURVEY CONTROL
 DL0197  ___________________________________________________________________
 DL0197* NAD 83(1986)-  33 27 03.     (N)    092 45 53.     (W)     SCALED    
 DL0197* NAVD 88     -        74.227  (meters)     243.53   (feet)  ADJUSTED  
 DL0197  ___________________________________________________________________
 DL0197  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0197  DYNAMIC HT  -          74.150 (meters)     243.27  (feet)  COMP
 DL0197  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 DL0197
 DL0197  VERT ORDER  -  FIRST     CLASS II
 DL0197
 DL0197.The horizontal coordinates were scaled from a topographic map and have
 DL0197.an estimated accuracy of +/- 6 seconds.
 DL0197
 DL0197.The orthometric height was determined by differential leveling
 DL0197.and adjusted by the National Geodetic Survey in June 1991..
 DL0197
 DL0197.The geoid height was determined by GEOID03.
 DL0197
 DL0197.The dynamic height is computed by dividing the NAVD 88
 DL0197.geopotential number by the normal gravity value computed on the
 DL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0197.degrees latitude (g = 980.6199 gals.).
 DL0197
 DL0197.The modeled gravity was interpolated from observed gravity values.
 DL0197
 DL0197;                    North         East    Units  Estimated Accuracy
 DL0197;SPC AR S     -   487,240.      328,900.      MT  (+/- 180 meters Scaled)
 DL0197
 DL0197                          SUPERSEDED SURVEY CONTROL
 DL0197
 DL0197  NGVD 29 (??/??/92)   74.258  (m)          243.63   (f) ADJ UNCH    1 2
 DL0197
 DL0197.Superseded values are not recommended for survey control.
 DL0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0197.See file dsdata.txt to determine how the superseded data were derived.
 DL0197
 DL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT218012(NAD 83)
 DL0197_MARKER: DB = BENCH MARK DISK
 DL0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0197_STAMPING: T 196 1960
 DL0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0197+STABILITY: SURFACE MOTION
 DL0197
 DL0197  HISTORY     - Date     Condition        Report By
 DL0197  HISTORY     - 1960     MONUMENTED       CGS
 DL0197  HISTORY     - 1964     GOOD             NGS
 DL0197
 DL0197                          STATION DESCRIPTION
 DL0197
 DL0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0197'10.45 MI SE FROM CAMDEN.
 DL0197'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0197'THE STATION AT CAMDEN, THENCE 7.1 MILES SOUTHEAST ALONG AN ASPHALT
 DL0197'ROAD, IN SECTION 4, T 15 S, R 16 W, 102 FEET EAST OF THE CENTER LINE
 DL0197'OF A ROAD JUNCTION AT THE END OF THE ASPHALT ROAD, 79 FEET NORTHEAST
 DL0197'OF THE CENTER LINE OF THE ASPHALT ROAD AND BEGINNING OF A GRADED DIRT
 DL0197'ROAD, 86 FEET SOUTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD, 134
 DL0197'FEET EAST AND ACROSS A ROAD JUNCTION FROM POWER POLE NO. 122, 1 1/2
 DL0197'FEET EAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE ROAD, AND IN
 DL0197'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 DL0197
 DL0197                          STATION RECOVERY (1964)
 DL0197
 DL0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0380 ***********************************************************************
 DL0380  DESIGNATION -  T 197 RESET
 DL0380  PID         -  DL0380
 DL0380  STATE/COUNTY-  AR/OUACHITA
 DL0380  USGS QUAD   -  CAMDEN (1985)
 DL0380
 DL0380                         *CURRENT SURVEY CONTROL
 DL0380  ___________________________________________________________________
 DL0380* NAD 83(1986)-  33 37 04.     (N)    092 46 15.     (W)     SCALED    
 DL0380* NAVD 88     -        37.50   (meters)     123.0    (feet)  RESET     
 DL0380  ___________________________________________________________________
 DL0380  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0380
 DL0380  VERT ORDER  -  THIRD
 DL0380
 DL0380.The horizontal coordinates were scaled from a topographic map and have
 DL0380.an estimated accuracy of +/- 6 seconds.
 DL0380
 DL0380.The orthometric height was computed from unverified reset data.
 DL0380
 DL0380.The geoid height was determined by GEOID03.
 DL0380
 DL0380;                    North         East    Units  Estimated Accuracy
 DL0380;SPC AR S     -   505,760.      328,470.      MT  (+/- 180 meters Scaled)
 DL0380
 DL0380                          SUPERSEDED SURVEY CONTROL
 DL0380
 DL0380.No superseded survey control is available for this station.
 DL0380
 DL0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT212198(NAD 83)
 DL0380_MARKER: DB = BENCH MARK DISK
 DL0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0380_STAMPING: T 197 RESET 1962
 DL0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0380+STABILITY: SURFACE MOTION
 DL0380
 DL0380  HISTORY     - Date     Condition        Report By
 DL0380  HISTORY     - 1962     MONUMENTED       CGS
 DL0380  HISTORY     - 1964     GOOD             NGS
 DL0380
 DL0380                          STATION DESCRIPTION
 DL0380
 DL0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0380'4.0 MI SE FROM HARMONY GROVE.
 DL0380'IT IS ABOUT 0.4 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 79 AND
 DL0380'STATE HIGHWAY 4, IN FRONT OF A HOLIDAY INN JR., 60 FEET EAST OF THE
 DL0380'CENTERLINE OF HIGHWAY, 35 FEET SOUTH OF CENTERLINE OF ENTRANCE TO THE
 DL0380'INN AND 12 FEET WEST OF THE WEST CURB OF THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0231 ***********************************************************************
 DL0231  DESIGNATION -  T 198
 DL0231  PID         -  DL0231
 DL0231  STATE/COUNTY-  AR/UNION
 DL0231  USGS QUAD   -  CALION (1978)
 DL0231
 DL0231                         *CURRENT SURVEY CONTROL
 DL0231  ___________________________________________________________________
 DL0231* NAD 83(1986)-  33 19 13.     (N)    092 36 18.     (W)     SCALED    
 DL0231* NAVD 88     -        59.193  (meters)     194.20   (feet)  ADJUSTED  
 DL0231  ___________________________________________________________________
 DL0231  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0231  DYNAMIC HT  -          59.131 (meters)     194.00  (feet)  COMP
 DL0231  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 DL0231
 DL0231  VERT ORDER  -  FIRST     CLASS II
 DL0231
 DL0231.The horizontal coordinates were scaled from a topographic map and have
 DL0231.an estimated accuracy of +/- 6 seconds.
 DL0231
 DL0231.The orthometric height was determined by differential leveling
 DL0231.and adjusted by the National Geodetic Survey in June 1991..
 DL0231
 DL0231.The geoid height was determined by GEOID03.
 DL0231
 DL0231.The dynamic height is computed by dividing the NAVD 88
 DL0231.geopotential number by the normal gravity value computed on the
 DL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0231.degrees latitude (g = 980.6199 gals.).
 DL0231
 DL0231.The modeled gravity was interpolated from observed gravity values.
 DL0231
 DL0231;                    North         East    Units  Estimated Accuracy
 DL0231;SPC AR S     -   472,660.      343,670.      MT  (+/- 180 meters Scaled)
 DL0231
 DL0231                          SUPERSEDED SURVEY CONTROL
 DL0231
 DL0231  NGVD 29 (??/??/92)   59.232  (m)          194.33   (f) ADJ UNCH    1 2
 DL0231
 DL0231.Superseded values are not recommended for survey control.
 DL0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0231.See file dsdata.txt to determine how the superseded data were derived.
 DL0231
 DL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS367868(NAD 83)
 DL0231_MARKER: DB = BENCH MARK DISK
 DL0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0231_STAMPING: T 198 1960
 DL0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0231+STABILITY: SURFACE MOTION
 DL0231
 DL0231  HISTORY     - Date     Condition        Report By
 DL0231  HISTORY     - 1960     MONUMENTED       CGS
 DL0231  HISTORY     - 1964     GOOD             NGS
 DL0231  HISTORY     - 20050920 POOR             ARHD
 DL0231
 DL0231                          STATION DESCRIPTION
 DL0231
 DL0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0231'3.65 MI E FROM NORPHLET.
 DL0231'ABOUT 3.65 MILES EAST ALONG AN ASPHALT ROAD FROM THE MISSOURI PACIFIC
 DL0231'RAILROAD STATION AT NORPHLET, IN SECTION 24, T 16 S, R 15 W, ON THE
 DL0231'CREST OF A HILL, 0.1 MILE NORTHWEST OF A FARMHOUSE, 80 FEET SOUTHWEST
 DL0231'OF THE CENTER LINE OF THE ROAD, 30 FEET NORTHWEST OF A DIM WOODS ROAD,
 DL0231'1.8 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 DL0231'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0231
 DL0231                          STATION RECOVERY (1964)
 DL0231
 DL0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0231'RECOVERED IN GOOD CONDITION.
 DL0231
 DL0231                          STATION RECOVERY (2005)
 DL0231
 DL0231'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0231'MARK LEANING AT A 45 DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0104 ***********************************************************************
 DL0104  DESIGNATION -  T 199
 DL0104  PID         -  DL0104
 DL0104  STATE/COUNTY-  AR/UNION
 DL0104  USGS QUAD   -  NEW LONDON (1981)
 DL0104
 DL0104                         *CURRENT SURVEY CONTROL
 DL0104  ___________________________________________________________________
 DL0104* NAD 83(1986)-  33 12 32.     (N)    092 19 53.     (W)     SCALED    
 DL0104* NAVD 88     -        45.430  (meters)     149.05   (feet)  ADJUSTED  
 DL0104  ___________________________________________________________________
 DL0104  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0104  DYNAMIC HT  -          45.381 (meters)     148.89  (feet)  COMP
 DL0104  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 DL0104
 DL0104  VERT ORDER  -  FIRST     CLASS II
 DL0104
 DL0104.The horizontal coordinates were scaled from a topographic map and have
 DL0104.an estimated accuracy of +/- 6 seconds.
 DL0104
 DL0104.The orthometric height was determined by differential leveling
 DL0104.and adjusted by the National Geodetic Survey in June 1991..
 DL0104
 DL0104.The geoid height was determined by GEOID03.
 DL0104
 DL0104.The dynamic height is computed by dividing the NAVD 88
 DL0104.geopotential number by the normal gravity value computed on the
 DL0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0104.degrees latitude (g = 980.6199 gals.).
 DL0104
 DL0104.The modeled gravity was interpolated from observed gravity values.
 DL0104
 DL0104;                    North         East    Units  Estimated Accuracy
 DL0104;SPC AR S     -   460,190.      369,100.      MT  (+/- 180 meters Scaled)
 DL0104
 DL0104                          SUPERSEDED SURVEY CONTROL
 DL0104
 DL0104  NGVD 29 (??/??/92)   45.481  (m)          149.22   (f) ADJ UNCH    1 2
 DL0104
 DL0104.Superseded values are not recommended for survey control.
 DL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0104.See file dsdata.txt to determine how the superseded data were derived.
 DL0104
 DL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS623746(NAD 83)
 DL0104_MARKER: DB = BENCH MARK DISK
 DL0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0104_STAMPING: T 199 1960
 DL0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0104+STABILITY: SURFACE MOTION
 DL0104
 DL0104  HISTORY     - Date     Condition        Report By
 DL0104  HISTORY     - 1960     MONUMENTED       CGS
 DL0104  HISTORY     - 1964     GOOD             NGS
 DL0104  HISTORY     - 20040926 GOOD             USPSQD
 DL0104
 DL0104                          STATION DESCRIPTION
 DL0104
 DL0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0104'7.8 MI N FROM STRONG.
 DL0104'0.15 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0104'STATION AT STRONG, THENCE 1.1 MILE NORTHEAST ALONG A PAVED ROAD,
 DL0104'THENCE 6.55 MILES NORTH ALONG A GRADED DIRT ROAD, IN SECTION 27, T 17
 DL0104'S, R 12 W, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, 83 FEET
 DL0104'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A PRIVATE ROAD, 71 1/2 FEET
 DL0104'SOUTH-SOUTHEAST OF A POWER POLE, 42 FEET SOUTH OF THE CENTER LINE OF
 DL0104'THE PRIVATE ROAD, 29 FEET SOUTH-SOUTHEAST OF A 26-INCH OAK TREE, ABOUT
 DL0104'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 DL0104'POST PROJECTING 7 INCHES.
 DL0104
 DL0104                          STATION RECOVERY (1964)
 DL0104
 DL0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0104'RECOVERED IN GOOD CONDITION.
 DL0104
 DL0104                          STATION RECOVERY (2004)
 DL0104
 DL0104'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0317 ***********************************************************************
 GE0317  DESIGNATION -  T 2
 GE0317  PID         -  GE0317
 GE0317  STATE/COUNTY-  AR/LAWRENCE
 GE0317  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0317
 GE0317                         *CURRENT SURVEY CONTROL
 GE0317  ___________________________________________________________________
 GE0317* NAD 83(1986)-  36 03 08.     (N)    090 58 23.     (W)     SCALED    
 GE0317* NAVD 88     -        82.044  (meters)     269.17   (feet)  ADJUSTED  
 GE0317  ___________________________________________________________________
 GE0317  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GE0317  DYNAMIC HT  -          81.976 (meters)     268.95  (feet)  COMP
 GE0317  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GE0317
 GE0317  VERT ORDER  -  FIRST     CLASS II
 GE0317
 GE0317.The horizontal coordinates were scaled from a topographic map and have
 GE0317.an estimated accuracy of +/- 6 seconds.
 GE0317
 GE0317.The orthometric height was determined by differential leveling
 GE0317.and adjusted by the National Geodetic Survey in June 1991..
 GE0317
 GE0317.The geoid height was determined by GEOID03.
 GE0317
 GE0317.The dynamic height is computed by dividing the NAVD 88
 GE0317.geopotential number by the normal gravity value computed on the
 GE0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0317.degrees latitude (g = 980.6199 gals.).
 GE0317
 GE0317.The modeled gravity was interpolated from observed gravity values.
 GE0317
 GE0317;                    North         East    Units  Estimated Accuracy
 GE0317;SPC AR N     -   191,180.      492,530.      MT  (+/- 180 meters Scaled)
 GE0317
 GE0317                          SUPERSEDED SURVEY CONTROL
 GE0317
 GE0317  NGVD 29 (??/??/92)   81.956  (m)          268.88   (f) ADJ UNCH    1 2
 GE0317
 GE0317.Superseded values are not recommended for survey control.
 GE0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0317.See file dsdata.txt to determine how the superseded data were derived.
 GE0317
 GE0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV825916(NAD 83)
 GE0317_MARKER: DB = BENCH MARK DISK
 GE0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0317_SP_SET: CONCRETE POST
 GE0317_STAMPING: T 2 1928 268.884
 GE0317_MARK LOGO: CGS   
 GE0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0317+STABILITY: SURFACE MOTION
 GE0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0317+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 GE0317
 GE0317  HISTORY     - Date     Condition        Report By
 GE0317  HISTORY     - 1928     MONUMENTED       CGS
 GE0317  HISTORY     - 1963     MARK NOT FOUND   NGS
 GE0317  HISTORY     - 19920323 GOOD             NGS
 GE0317  HISTORY     - 20020323 GOOD             USACE
 GE0317
 GE0317                          STATION DESCRIPTION
 GE0317
 GE0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GE0317'AT HOXIE.
 GE0317'AT HOXIE, LAWRENCE COUNTY, AT UNION STATION, AT THE CROSSING OF
 GE0317'THE ST. LOUIS-SAN FRANCISCO RAILWAY AND THE MISSOURI PACIFIC
 GE0317'RAILROAD, 73.5 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK
 GE0317'OF THE ST. L-S.F. RY., 70 FEET SOUTHEAST OF THE MAIN TRACK OF
 GE0317'THE M.P.R.R., 9 FEET SOUTHWEST OF THE SOUTHWEST CONCRETE FOOTING
 GE0317'OF THE WATER TANK, AND IN A GRASS PLOT.  A STANDARD DISK, STAMPED
 GE0317'268.884 T 2 1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0317'3 INCHES ABOVE GROUND.  NOTE-- IT IS BELIEVED DESTROYED AND
 GE0317'POSSIBLY PART OF THE CONCRETE POST WAS FOUND.
 GE0317
 GE0317                          STATION RECOVERY (1992)
 GE0317
 GE0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0317'IN HOXIE, AT THE INTERSECTION OF THE BURLINGTON NORTHERN AND THE
 GE0317'MISSOURI PACIFIC RAILROADS, 21.9 M (71.9 FT) NORTHEAST OF THE NEAR
 GE0317'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 20.0 M (65.6 FT) SOUTHEAST
 GE0317'OF THE NEAR RAIL OF THE MISSOURI PACIFIC RAILROAD, 4.2 M (13.8 FT)
 GE0317'EAST OF THE NORTHEAST CORNER OF A SMALL TIN SHED, 0.3 M (1.0 FT)
 GE0317'SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 GE0317'TRACK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 GE0317
 GE0317                          STATION RECOVERY (2002)
 GE0317
 GE0317'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0001 ***********************************************************************
 EK0001  DESIGNATION -  T 20
 EK0001  PID         -  EK0001
 EK0001  STATE/COUNTY-  AR/SCOTT
 EK0001  USGS QUAD   -  WALDRON (1983)
 EK0001
 EK0001                         *CURRENT SURVEY CONTROL
 EK0001  ___________________________________________________________________
 EK0001* NAD 83(1986)-  34 57 46.     (N)    094 06 29.     (W)     SCALED    
 EK0001* NAVD 88     -       214.841  (meters)     704.86   (feet)  ADJUSTED  
 EK0001  ___________________________________________________________________
 EK0001  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EK0001  DYNAMIC HT  -         214.622 (meters)     704.14  (feet)  COMP
 EK0001  MODELED GRAV-     979,611.8   (mgal)                       NAVD 88
 EK0001
 EK0001  VERT ORDER  -  FIRST     CLASS II
 EK0001
 EK0001.The horizontal coordinates were scaled from a topographic map and have
 EK0001.an estimated accuracy of +/- 6 seconds.
 EK0001
 EK0001.The orthometric height was determined by differential leveling
 EK0001.and adjusted by the National Geodetic Survey in June 1991..
 EK0001
 EK0001.The geoid height was determined by GEOID03.
 EK0001
 EK0001.The dynamic height is computed by dividing the NAVD 88
 EK0001.geopotential number by the normal gravity value computed on the
 EK0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0001.degrees latitude (g = 980.6199 gals.).
 EK0001
 EK0001.The modeled gravity was interpolated from observed gravity values.
 EK0001
 EK0001;                    North         East    Units  Estimated Accuracy
 EK0001;SPC AR N     -    71,890.      207,490.      MT  (+/- 180 meters Scaled)
 EK0001
 EK0001                          SUPERSEDED SURVEY CONTROL
 EK0001
 EK0001  NGVD 29 (??/??/92)  214.734  (m)          704.51   (f) ADJ UNCH    1 2
 EK0001
 EK0001.Superseded values are not recommended for survey control.
 EK0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0001.See file dsdata.txt to determine how the superseded data were derived.
 EK0001
 EK0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU988694(NAD 83)
 EK0001_MARKER: DB = BENCH MARK DISK
 EK0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0001_SP_SET: BRIDGE CURB
 EK0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0001
 EK0001  HISTORY     - Date     Condition        Report By
 EK0001  HISTORY     - UNK      MONUMENTED       CGS
 EK0001  HISTORY     - 1931     GOOD             NGS
 EK0001  HISTORY     - 1959     GOOD             NGS
 EK0001  HISTORY     - 1982     MARK NOT FOUND   USGS
 EK0001  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0001  HISTORY     - 1987     GOOD             USPSQD
 EK0001
 EK0001                          STATION DESCRIPTION
 EK0001
 EK0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 EK0001'4.6 MI N FROM WALDRON.
 EK0001'4.6 MILES NORTH BY HIGHWAY LOCATED IN THE NORTHWEST CORNER OF
 EK0001'BRIDGE 12-4.60, WHICH IS OVER SQUARE ROCK CREEK, AT THE FOOT OF
 EK0001'THE HILL SOUTHWARD FROM SQUARE ROCK TOURIST PARK, MARK IS ABOUT
 EK0001'2 FEET SOUTH OF THE NORTH END OF THE BRIDGE, AND IS IN THE
 EK0001'CURBING.
 EK0001
 EK0001                          STATION RECOVERY (1959)
 EK0001
 EK0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EK0001'RECOVERED IN GOOD CONDITION.
 EK0001
 EK0001                          STATION RECOVERY (1982)
 EK0001
 EK0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EK0001'MARK NOT FOUND.
 EK0001
 EK0001                          STATION RECOVERY (1985)
 EK0001
 EK0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0001'NOT RECOVERED, BRIDGE REPLACED.
 EK0001
 EK0001                          STATION RECOVERY (1987)
 EK0001
 EK0001'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0648 ***********************************************************************
 EK0648  DESIGNATION -  T 20 RESET
 EK0648  PID         -  EK0648
 EK0648  STATE/COUNTY-  AR/SCOTT
 EK0648  USGS QUAD   -  WALDRON (1983)
 EK0648
 EK0648                         *CURRENT SURVEY CONTROL
 EK0648  ___________________________________________________________________
 EK0648* NAD 83(1986)-  34 57 48.     (N)    094 06 35.     (W)     SCALED    
 EK0648* NAVD 88     -       215.470  (meters)     706.92   (feet)  ADJUSTED  
 EK0648  ___________________________________________________________________
 EK0648  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EK0648  DYNAMIC HT  -         215.250 (meters)     706.20  (feet)  COMP
 EK0648  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 EK0648
 EK0648  VERT ORDER  -  FIRST     CLASS II
 EK0648
 EK0648.The horizontal coordinates were scaled from a topographic map and have
 EK0648.an estimated accuracy of +/- 6 seconds.
 EK0648
 EK0648.The orthometric height was determined by differential leveling
 EK0648.and adjusted by the National Geodetic Survey in June 1991..
 EK0648
 EK0648.The geoid height was determined by GEOID03.
 EK0648
 EK0648.The dynamic height is computed by dividing the NAVD 88
 EK0648.geopotential number by the normal gravity value computed on the
 EK0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0648.degrees latitude (g = 980.6199 gals.).
 EK0648
 EK0648.The modeled gravity was interpolated from observed gravity values.
 EK0648
 EK0648;                    North         East    Units  Estimated Accuracy
 EK0648;SPC AR N     -    71,960.      207,340.      MT  (+/- 180 meters Scaled)
 EK0648
 EK0648                          SUPERSEDED SURVEY CONTROL
 EK0648
 EK0648.No superseded survey control is available for this station.
 EK0648
 EK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU986695(NAD 83)
 EK0648_MARKER: DB = BENCH MARK DISK
 EK0648_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0648_SP_SET: PARAPET WALL
 EK0648_STAMPING: T 20 RESET 1981
 EK0648_MARK LOGO: NGS   
 EK0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0648+STABILITY: SURFACE MOTION
 EK0648
 EK0648  HISTORY     - Date     Condition        Report By
 EK0648  HISTORY     - 1981     MONUMENTED       ARHD
 EK0648  HISTORY     - 1985     GOOD             NGS
 EK0648  HISTORY     - 1988     GOOD             USPSQD
 EK0648  HISTORY     - 1989     GOOD             USPSQD
 EK0648
 EK0648                          STATION DESCRIPTION
 EK0648
 EK0648'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1981
 EK0648'4.6 MI NORTH FROM WALDRON.
 EK0648'4.6 MILES NORTH ALONG U.S. HIGHWAY 71 FROM WALDRON, IN THE
 EK0648'NORTHWEST CORNER OF A PARAPET WALL OF BRIDGE NO 12-4.60 OVER
 EK0648'SQUARE ROCK CREEK, 2.0 FEET SOUTH OF NORTH END OF BRIDGE.
 EK0648
 EK0648                          STATION RECOVERY (1985)
 EK0648
 EK0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0648'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  4.2 KM
 EK0648'(2.65 MI) NORTH ALONG U.S. HIGHWAY 71 BUSINESS FROM THE JUNCTION OF
 EK0648'STATE HIGHWAY 80 (EAST CHURCH STREET), THENCE 3.9 KM (2.4 MI) NORTH
 EK0648'ALONG U.S. HIGHWAY 71, AT A BRIDGE OVER THE SQUARE ROCK CREEK, IN TOP
 EK0648'OF THE NORTHWEST END OF THE BRIDGE RAILING, 7.16 METERS (23.5 FT) WEST
 EK0648'OF THE CENTERLINE OF HIGHWAY 71, AND 0.31 METERS (1.0 FT) SOUTH OF THE
 EK0648'NORTHWEST END OF THE BRIDGE RAILING.
 EK0648'THE MARK IS 0.88 M ABOVE HIGHWAY 71.
 EK0648
 EK0648                          STATION RECOVERY (1988)
 EK0648
 EK0648'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0648'RECOVERED IN GOOD CONDITION.
 EK0648
 EK0648                          STATION RECOVERY (1989)
 EK0648
 EK0648'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0092 ***********************************************************************
 DL0092  DESIGNATION -  T 201
 DL0092  PID         -  DL0092
 DL0092  STATE/COUNTY-  AR/UNION
 DL0092  USGS QUAD   -  MORO BAY (1981)
 DL0092
 DL0092                         *CURRENT SURVEY CONTROL
 DL0092  ___________________________________________________________________
 DL0092* NAD 83(1986)-  33 16 10.     (N)    092 22 07.     (W)     SCALED    
 DL0092* NAVD 88     -        43.326  (meters)     142.15   (feet)  ADJUSTED  
 DL0092  ___________________________________________________________________
 DL0092  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0092  DYNAMIC HT  -          43.280 (meters)     141.99  (feet)  COMP
 DL0092  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 DL0092
 DL0092  VERT ORDER  -  FIRST     CLASS II
 DL0092
 DL0092.The horizontal coordinates were scaled from a topographic map and have
 DL0092.an estimated accuracy of +/- 6 seconds.
 DL0092
 DL0092.The orthometric height was determined by differential leveling
 DL0092.and adjusted by the National Geodetic Survey in June 1991..
 DL0092
 DL0092.The geoid height was determined by GEOID03.
 DL0092
 DL0092.The dynamic height is computed by dividing the NAVD 88
 DL0092.geopotential number by the normal gravity value computed on the
 DL0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0092.degrees latitude (g = 980.6199 gals.).
 DL0092
 DL0092.The modeled gravity was interpolated from observed gravity values.
 DL0092
 DL0092;                    North         East    Units  Estimated Accuracy
 DL0092;SPC AR S     -   466,920.      365,660.      MT  (+/- 180 meters Scaled)
 DL0092
 DL0092                          SUPERSEDED SURVEY CONTROL
 DL0092
 DL0092  NGVD 29 (??/??/92)   43.374  (m)          142.30   (f) ADJ UNCH    1 2
 DL0092
 DL0092.Superseded values are not recommended for survey control.
 DL0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0092.See file dsdata.txt to determine how the superseded data were derived.
 DL0092
 DL0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS588813(NAD 83)
 DL0092_MARKER: DB = BENCH MARK DISK
 DL0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0092_STAMPING: T 201 1960
 DL0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0092+STABILITY: SURFACE MOTION
 DL0092
 DL0092  HISTORY     - Date     Condition        Report By
 DL0092  HISTORY     - 1960     MONUMENTED       CGS
 DL0092  HISTORY     - 1964     GOOD             NGS
 DL0092
 DL0092                          STATION DESCRIPTION
 DL0092
 DL0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0092'11.5 MI E FROM OLD UNION.
 DL0092'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH,
 DL0092'THENCE 11.3 MILES EAST ALONG STATE HIGHWAY 15, IN SECTION 5, T 17 S, R
 DL0092'12 W, 0.25 MILE WEST OF A GAS WELL ON THE SOUTH SIDE OF THE HIGHWAY,
 DL0092'0.1 MILE WEST OF 2 CORRUGATED STEEL CULVERTS, ON THE CREST OF A SMALL
 DL0092'HILL, 66 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 91 FEET SOUTH
 DL0092'AND ACROSS THE HIGHWAY FROM A 34-INCH OAK TREE, 1.8 FEET SOUTH OF A
 DL0092'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 DL0092'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. NOTE-- THE NEW
 DL0092'HIGHWAY WAS REROUTED IN THIS AREA AND NO LONGER PASSES THIS MARK. IT
 DL0092'IS ABOUT 50 YARDS NORTH OF THE NEW HIGHWAY AND IS 0.2 MILE EAST AND
 DL0092'0.2 MILE WEST OF POINTS WHERE OLD HIGHWAY LEAVES THE NEW ROAD.
 DL0092'RECOVERED AS ORIGINALLY DESCRIBED FROM THE OLD HIGHWAY.
 DL0092
 DL0092                          STATION RECOVERY (1964)
 DL0092
 DL0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0562 ***********************************************************************
 DL0562  DESIGNATION -  T 202
 DL0562  PID         -  DL0562
 DL0562  STATE/COUNTY-  AR/LAFAYETTE
 DL0562  USGS QUAD   -  BUCKNER (1968)
 DL0562
 DL0562                         *CURRENT SURVEY CONTROL
 DL0562  ___________________________________________________________________
 DL0562* NAD 83(1986)-  33 21 26.     (N)    093 26 36.     (W)     SCALED    
 DL0562* NAVD 88     -        83.793  (meters)     274.91   (feet)  ADJUSTED  
 DL0562  ___________________________________________________________________
 DL0562  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DL0562  DYNAMIC HT  -          83.704 (meters)     274.62  (feet)  COMP
 DL0562  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DL0562
 DL0562  VERT ORDER  -  FIRST     CLASS II
 DL0562
 DL0562.The horizontal coordinates were scaled from a topographic map and have
 DL0562.an estimated accuracy of +/- 6 seconds.
 DL0562
 DL0562.The orthometric height was determined by differential leveling
 DL0562.and adjusted by the National Geodetic Survey in June 1991..
 DL0562
 DL0562.The geoid height was determined by GEOID03.
 DL0562
 DL0562.The dynamic height is computed by dividing the NAVD 88
 DL0562.geopotential number by the normal gravity value computed on the
 DL0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0562.degrees latitude (g = 980.6199 gals.).
 DL0562
 DL0562.The modeled gravity was interpolated from observed gravity values.
 DL0562
 DL0562;                    North         East    Units  Estimated Accuracy
 DL0562;SPC AR S     -   477,540.      265,670.      MT  (+/- 180 meters Scaled)
 DL0562
 DL0562                          SUPERSEDED SURVEY CONTROL
 DL0562
 DL0562  NGVD 29 (??/??/92)   83.829  (m)          275.03   (f) ADJ UNCH    1 2
 DL0562
 DL0562.Superseded values are not recommended for survey control.
 DL0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0562.See file dsdata.txt to determine how the superseded data were derived.
 DL0562
 DL0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS587909(NAD 83)
 DL0562_MARKER: DB = BENCH MARK DISK
 DL0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0562_STAMPING: T 202 1960
 DL0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0562+STABILITY: SURFACE MOTION
 DL0562
 DL0562  HISTORY     - Date     Condition        Report By
 DL0562  HISTORY     - 1960     MONUMENTED       CGS
 DL0562  HISTORY     - 1963     GOOD             NGS
 DL0562
 DL0562                          STATION DESCRIPTION
 DL0562
 DL0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0562'3.35 MI E FROM STAMPS.
 DL0562'ABOUT 3.35 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0562'THE STATION AT STAMPS, IN THE WEST SIDE OF SECTION 13, T 16 S, R 22 W,
 DL0562'3 1/2 POLES EAST OF MILEPOST 382, ABOUT 0.1 MILE SOUTH OF U.S. HIGHWAY
 DL0562'82, 45 FEET NORTH OF THE NORTH RAIL, 18 FEET WEST-NORTHWEST OF A
 DL0562'TELEPHONE POLE, 10 FEET EAST OF THE CENTER LINE OF A GATE, 2 FEET
 DL0562'SOUTH OF A FENCE, 2.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4
 DL0562'1/2 FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 DL0562'PROJECTING 6 INCHES.
 DL0562
 DL0562                          STATION RECOVERY (1963)
 DL0562
 DL0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0624 ***********************************************************************
 DL0624  DESIGNATION -  T 203
 DL0624  PID         -  DL0624
 DL0624  STATE/COUNTY-  AR/COLUMBIA
 DL0624  USGS QUAD   -  MAGNOLIA (1968)
 DL0624
 DL0624                         *CURRENT SURVEY CONTROL
 DL0624  ___________________________________________________________________
 DL0624* NAD 83(1986)-  33 17 21.     (N)    093 14 30.     (W)     SCALED    
 DL0624* NAVD 88     -        96.719  (meters)     317.32   (feet)  ADJUSTED  
 DL0624  ___________________________________________________________________
 DL0624  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0624  DYNAMIC HT  -          96.615 (meters)     316.98  (feet)  COMP
 DL0624  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DL0624
 DL0624  VERT ORDER  -  SECOND    CLASS 0
 DL0624
 DL0624.The horizontal coordinates were scaled from a topographic map and have
 DL0624.an estimated accuracy of +/- 6 seconds.
 DL0624
 DL0624.The orthometric height was determined by differential leveling
 DL0624.and adjusted by the National Geodetic Survey in June 1991..
 DL0624
 DL0624.The geoid height was determined by GEOID03.
 DL0624
 DL0624.The dynamic height is computed by dividing the NAVD 88
 DL0624.geopotential number by the normal gravity value computed on the
 DL0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0624.degrees latitude (g = 980.6199 gals.).
 DL0624
 DL0624.The modeled gravity was interpolated from observed gravity values.
 DL0624
 DL0624;                    North         East    Units  Estimated Accuracy
 DL0624;SPC AR S     -   469,750.      284,350.      MT  (+/- 180 meters Scaled)
 DL0624
 DL0624                          SUPERSEDED SURVEY CONTROL
 DL0624
 DL0624  NGVD 29 (??/??/92)   96.755  (m)          317.44   (f) ADJ UNCH    2 0
 DL0624
 DL0624.Superseded values are not recommended for survey control.
 DL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0624.See file dsdata.txt to determine how the superseded data were derived.
 DL0624
 DL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS774833(NAD 83)
 DL0624_MARKER: DB = BENCH MARK DISK
 DL0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0624_STAMPING: T 203 1960
 DL0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0624+STABILITY: SURFACE MOTION
 DL0624
 DL0624  HISTORY     - Date     Condition        Report By
 DL0624  HISTORY     - 1960     MONUMENTED       CGS
 DL0624
 DL0624                          STATION DESCRIPTION
 DL0624
 DL0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0624'1.6 MI N FROM MAGNOLIA.
 DL0624'ABOUT 1.6 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0624'THE STATION AT MAGNOLIA, ON THE LINE OF SECTIONS 1 AND 2, T 17 S, R 21
 DL0624'W, 0.1 MILE NORTH OF MILEPOST 5, 49 1/2 FEET EAST OF THE EAST RAIL OF
 DL0624'THE MAIN TRACK, 118 FEET NORTH OF THE CENTER LINE OF COLLEGE ROAD, 112
 DL0624'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF WEST COLLEGE AVENUE,
 DL0624'29 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 18 1/2 FEET
 DL0624'SOUTH-SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE, 1.8
 DL0624'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL
 DL0624'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0524 ***********************************************************************
 DL0524  DESIGNATION -  T 204
 DL0524  PID         -  DL0524
 DL0524  STATE/COUNTY-  AR/COLUMBIA
 DL0524  USGS QUAD   -  STEPHENS (1976)
 DL0524
 DL0524                         *CURRENT SURVEY CONTROL
 DL0524  ___________________________________________________________________
 DL0524* NAD 83(1986)-  33 24 06.     (N)    093 07 07.     (W)     SCALED    
 DL0524* NAVD 88     -        60.612  (meters)     198.86   (feet)  ADJUSTED  
 DL0524  ___________________________________________________________________
 DL0524  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0524  DYNAMIC HT  -          60.548 (meters)     198.65  (feet)  COMP
 DL0524  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 DL0524
 DL0524  VERT ORDER  -  FIRST     CLASS II
 DL0524
 DL0524.The horizontal coordinates were scaled from a topographic map and have
 DL0524.an estimated accuracy of +/- 6 seconds.
 DL0524
 DL0524.The orthometric height was determined by differential leveling
 DL0524.and adjusted by the National Geodetic Survey in June 1991..
 DL0524
 DL0524.The geoid height was determined by GEOID03.
 DL0524
 DL0524.The dynamic height is computed by dividing the NAVD 88
 DL0524.geopotential number by the normal gravity value computed on the
 DL0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0524.degrees latitude (g = 980.6199 gals.).
 DL0524
 DL0524.The modeled gravity was interpolated from observed gravity values.
 DL0524
 DL0524;                    North         East    Units  Estimated Accuracy
 DL0524;SPC AR S     -   482,090.      295,940.      MT  (+/- 180 meters Scaled)
 DL0524
 DL0524                          SUPERSEDED SURVEY CONTROL
 DL0524
 DL0524  NGVD 29 (??/??/92)   60.639  (m)          198.95   (f) ADJ UNCH    1 2
 DL0524
 DL0524.Superseded values are not recommended for survey control.
 DL0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0524.See file dsdata.txt to determine how the superseded data were derived.
 DL0524
 DL0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS889958(NAD 83)
 DL0524_MARKER: DB = BENCH MARK DISK
 DL0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0524_STAMPING: T 204 1960
 DL0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0524+STABILITY: SURFACE MOTION
 DL0524
 DL0524  HISTORY     - Date     Condition        Report By
 DL0524  HISTORY     - 1960     MONUMENTED       CGS
 DL0524  HISTORY     - 1968     MARK NOT FOUND   USGS
 DL0524
 DL0524                          STATION DESCRIPTION
 DL0524
 DL0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0524'3.25 MI SW FROM STEPHENS.
 DL0524'ABOUT 3.25 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0524'FROM THE STATION AT STEPHENS, IN SECTION 25, T 15 S, R 20 W, 0.5 MILE
 DL0524'NORTHEAST OF A ROAD CROSSING, ABOUT 0.2 MILE SOUTHWEST OF THE
 DL0524'OUACHITA-COLUMBIA COUNTY LINE, 6 1/2 POLES SOUTHWEST OF MILEPOST 361,
 DL0524'24 FEET NORTHWEST OF THE NORTHWEST RAIL, 40 FEET SOUTHEAST OF THE
 DL0524'CASING OF OIL WELL NUMBER 1 ON THE CORRIE HAMMOND LEASE, 16 FEET NORTH
 DL0524'OF A TELEPHONE POLE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 6
 DL0524'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 DL0524'PROJECTING 6 INCHES.
 DL0524
 DL0524                          STATION RECOVERY (1968)
 DL0524
 DL0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DL0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1322 ***********************************************************************
 FF1322  DESIGNATION -  T 205
 FF1322  PID         -  FF1322
 FF1322  STATE/COUNTY-  AR/WHITE
 FF1322  USGS QUAD   -  BALD KNOB (1994)
 FF1322
 FF1322                         *CURRENT SURVEY CONTROL
 FF1322  ___________________________________________________________________
 FF1322* NAD 83(1986)-  35 17 26.     (N)    091 37 28.     (W)     SCALED    
 FF1322* NAVD 88     -        81.015  (meters)     265.80   (feet)  ADJUSTED  
 FF1322  ___________________________________________________________________
 FF1322  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1322  DYNAMIC HT  -          80.942 (meters)     265.56  (feet)  COMP
 FF1322  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 FF1322
 FF1322  VERT ORDER  -  SECOND    CLASS 0
 FF1322
 FF1322.The horizontal coordinates were scaled from a topographic map and have
 FF1322.an estimated accuracy of +/- 6 seconds.
 FF1322
 FF1322.The orthometric height was determined by differential leveling
 FF1322.and adjusted by the National Geodetic Survey in June 1991..
 FF1322
 FF1322.The geoid height was determined by GEOID03.
 FF1322
 FF1322.The dynamic height is computed by dividing the NAVD 88
 FF1322.geopotential number by the normal gravity value computed on the
 FF1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1322.degrees latitude (g = 980.6199 gals.).
 FF1322
 FF1322.The modeled gravity was interpolated from observed gravity values.
 FF1322
 FF1322;                    North         East    Units  Estimated Accuracy
 FF1322;SPC AR N     -   106,260.      434,160.      MT  (+/- 180 meters Scaled)
 FF1322
 FF1322                          SUPERSEDED SURVEY CONTROL
 FF1322
 FF1322  NGVD 29 (??/??/??)   80.968  (m)          265.64   (f) ADJUSTED    2 0
 FF1322
 FF1322.Superseded values are not recommended for survey control.
 FF1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1322.See file dsdata.txt to determine how the superseded data were derived.
 FF1322
 FF1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV250061(NAD 83)
 FF1322_MARKER: DB = BENCH MARK DISK
 FF1322_SETTING: 66 = SET IN ROCK OUTCROP
 FF1322_SP_SET: BEDROCK
 FF1322_STAMPING: T 205 1962
 FF1322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1322+STABILITY: POSITION/ELEVATION WELL
 FF1322
 FF1322  HISTORY     - Date     Condition        Report By
 FF1322  HISTORY     - 1962     MONUMENTED       CGS
 FF1322  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1322
 FF1322                          STATION DESCRIPTION
 FF1322
 FF1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1322'1.4 MI N FROM JUDSONIA.
 FF1322'0.4 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1322'THE STATION AT JUDSONIA, THENCE 1.0 MILE NORTH ALONG A DIRT
 FF1322'ROAD, 66 FEET EAST OF A LARGE BEACH TREE, 41 FEET WEST OF THE
 FF1322'CENTER OF THE ROAD, 35.3 FEET SOUTH OF A E-W FENCE, 18 FEET
 FF1322'EAST OF A RIGHT OF WAY FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF
 FF1322'THE ROAD, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FF1322
 FF1322                          STATION RECOVERY (2003)
 FF1322
 FF1322'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1516 ***********************************************************************
 FF1516  DESIGNATION -  T 206
 FF1516  PID         -  FF1516
 FF1516  STATE/COUNTY-  AR/WHITE
 FF1516  USGS QUAD   -  SIDON (1994)
 FF1516
 FF1516                         *CURRENT SURVEY CONTROL
 FF1516  ___________________________________________________________________
 FF1516* NAD 83(1986)-  35 18 55.     (N)    091 59 20.     (W)     SCALED    
 FF1516* NAVD 88     -       201.710  (meters)     661.78   (feet)  ADJUSTED  
 FF1516  ___________________________________________________________________
 FF1516  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF1516  DYNAMIC HT  -         201.522 (meters)     661.16  (feet)  COMP
 FF1516  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FF1516
 FF1516  VERT ORDER  -  SECOND    CLASS 0
 FF1516
 FF1516.The horizontal coordinates were scaled from a topographic map and have
 FF1516.an estimated accuracy of +/- 6 seconds.
 FF1516
 FF1516.The orthometric height was determined by differential leveling
 FF1516.and adjusted by the National Geodetic Survey in June 1991..
 FF1516
 FF1516.The geoid height was determined by GEOID03.
 FF1516
 FF1516.The dynamic height is computed by dividing the NAVD 88
 FF1516.geopotential number by the normal gravity value computed on the
 FF1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1516.degrees latitude (g = 980.6199 gals.).
 FF1516
 FF1516.The modeled gravity was interpolated from observed gravity values.
 FF1516
 FF1516;                    North         East    Units  Estimated Accuracy
 FF1516;SPC AR N     -   108,940.      401,010.      MT  (+/- 180 meters Scaled)
 FF1516
 FF1516                          SUPERSEDED SURVEY CONTROL
 FF1516
 FF1516  NGVD 29 (??/??/??)  201.659  (m)          661.61   (f) ADJUSTED    2 0
 FF1516
 FF1516.Superseded values are not recommended for survey control.
 FF1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1516.See file dsdata.txt to determine how the superseded data were derived.
 FF1516
 FF1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV919084(NAD 83)
 FF1516_MARKER: DB = BENCH MARK DISK
 FF1516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1516_SP_SET: CULVERT
 FF1516_STAMPING: T 206 1962
 FF1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1516+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF1516
 FF1516  HISTORY     - Date     Condition        Report By
 FF1516  HISTORY     - 1962     MONUMENTED       CGS
 FF1516  HISTORY     - 1967     GOOD             CGS
 FF1516  HISTORY     - 1988     GOOD             USPSQD
 FF1516  HISTORY     - 20030701 GOOD             USACE
 FF1516
 FF1516                          STATION DESCRIPTION
 FF1516
 FF1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1516'6.2 MI E FROM ROSE BUD.
 FF1516'IT IS 6.25 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE
 FF1516'IN ROSE BUD, 18 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2.5 FEET
 FF1516'EAST OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT,
 FF1516'0.8 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 36 AND 310 AND
 FF1516'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CULVERT.
 FF1516
 FF1516                          STATION RECOVERY (1988)
 FF1516
 FF1516'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1516'RECOVERED IN GOOD CONDITION.
 FF1516
 FF1516                          STATION RECOVERY (2003)
 FF1516
 FF1516'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0167 ***********************************************************************
 FG0167  DESIGNATION -  T 207
 FG0167  PID         -  FG0167
 FG0167  STATE/COUNTY-  AR/FAULKNER
 FG0167  USGS QUAD   -  GREENBRIER (1994)
 FG0167
 FG0167                         *CURRENT SURVEY CONTROL
 FG0167  ___________________________________________________________________
 FG0167* NAD 83(1986)-  35 14 48.     (N)    092 23 14.     (W)     SCALED    
 FG0167* NAVD 88     -       124.710  (meters)     409.15   (feet)  ADJUSTED  
 FG0167  ___________________________________________________________________
 FG0167  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0167  DYNAMIC HT  -         124.593 (meters)     408.77  (feet)  COMP
 FG0167  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 FG0167
 FG0167  VERT ORDER  -  SECOND    CLASS 0
 FG0167
 FG0167.The horizontal coordinates were scaled from a topographic map and have
 FG0167.an estimated accuracy of +/- 6 seconds.
 FG0167
 FG0167.The orthometric height was determined by differential leveling
 FG0167.and adjusted by the National Geodetic Survey in June 1991..
 FG0167
 FG0167.The geoid height was determined by GEOID03.
 FG0167
 FG0167.The dynamic height is computed by dividing the NAVD 88
 FG0167.geopotential number by the normal gravity value computed on the
 FG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0167.degrees latitude (g = 980.6199 gals.).
 FG0167
 FG0167.The modeled gravity was interpolated from observed gravity values.
 FG0167
 FG0167;                    North         East    Units  Estimated Accuracy
 FG0167;SPC AR N     -   101,400.      364,760.      MT  (+/- 180 meters Scaled)
 FG0167
 FG0167                          SUPERSEDED SURVEY CONTROL
 FG0167
 FG0167  NGVD 29 (??/??/92)  124.711  (m)          409.16   (f) ADJ UNCH    2 0
 FG0167
 FG0167.Superseded values are not recommended for survey control.
 FG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0167.See file dsdata.txt to determine how the superseded data were derived.
 FG0167
 FG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV557005(NAD 83)
 FG0167_MARKER: DB = BENCH MARK DISK
 FG0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0167_SP_SET: CULVERT
 FG0167_STAMPING: T 207 1962
 FG0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0167
 FG0167  HISTORY     - Date     Condition        Report By
 FG0167  HISTORY     - 1962     MONUMENTED       CGS
 FG0167
 FG0167                          STATION DESCRIPTION
 FG0167
 FG0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0167'0.8 MI N FROM GREENBRIER.
 FG0167'0.8 MILE NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0167'GREENBRIER, 30.9 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND A
 FG0167'DIRT ROAD EAST, 22.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 FG0167'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, 2.2 FEET NORTH OF THE SOUTH END
 FG0167'OF A CONCRETE CULVERT, SET IN A DRILL HOLE IN TOP OF THE EAST HEADWALL
 FG0167'OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0275 ***********************************************************************
 FG0275  DESIGNATION -  T 208
 FG0275  PID         -  FG0275
 FG0275  STATE/COUNTY-  AR/FAULKNER
 FG0275  USGS QUAD   -  DAMASCUS (1994)
 FG0275
 FG0275                         *CURRENT SURVEY CONTROL
 FG0275  ___________________________________________________________________
 FG0275* NAD 83(1986)-  35 17 18.     (N)    092 23 18.     (W)     SCALED    
 FG0275* NAVD 88     -       187.999  (meters)     616.79   (feet)  ADJUSTED  
 FG0275  ___________________________________________________________________
 FG0275  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0275  DYNAMIC HT  -         187.823 (meters)     616.22  (feet)  COMP
 FG0275  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FG0275
 FG0275  VERT ORDER  -  SECOND    CLASS 0
 FG0275
 FG0275.The horizontal coordinates were scaled from a topographic map and have
 FG0275.an estimated accuracy of +/- 6 seconds.
 FG0275
 FG0275.The orthometric height was determined by differential leveling
 FG0275.and adjusted by the National Geodetic Survey in June 1991..
 FG0275
 FG0275.The geoid height was determined by GEOID03.
 FG0275
 FG0275.The dynamic height is computed by dividing the NAVD 88
 FG0275.geopotential number by the normal gravity value computed on the
 FG0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0275.degrees latitude (g = 980.6199 gals.).
 FG0275
 FG0275.The modeled gravity was interpolated from observed gravity values.
 FG0275
 FG0275;                    North         East    Units  Estimated Accuracy
 FG0275;SPC AR N     -   106,020.      364,680.      MT  (+/- 180 meters Scaled)
 FG0275
 FG0275                          SUPERSEDED SURVEY CONTROL
 FG0275
 FG0275  NGVD 29 (??/??/92)  187.989  (m)          616.76   (f) ADJ UNCH    2 0
 FG0275
 FG0275.Superseded values are not recommended for survey control.
 FG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0275.See file dsdata.txt to determine how the superseded data were derived.
 FG0275
 FG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV556051(NAD 83)
 FG0275_MARKER: DB = BENCH MARK DISK
 FG0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0275_SP_SET: CULVERT
 FG0275_STAMPING: T 208 1960
 FG0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0275
 FG0275  HISTORY     - Date     Condition        Report By
 FG0275  HISTORY     - 1960     MONUMENTED       CGS
 FG0275  HISTORY     - 1962     GOOD             NGS
 FG0275
 FG0275                          STATION DESCRIPTION
 FG0275
 FG0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0275'3.9 MI N FROM GREENBRIER.
 FG0275'3.9 MILES NORTH ON U.S. HIGHWAY 65 AND 0.4 MILE EAST ALONG A PAVED
 FG0275'SIDE ROAD FROM THE POST OFFICE IN GREENBRIER, 107 FEET SOUTHEAST OF A
 FG0275'POWER POLE, 21.5 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 4.2 FEET
 FG0275'WEST OF THE EAST END OF THE HEADWALL OF A CULVERT, CEMENTED IN A DRILL
 FG0275'HOLE AT THE NORTH END OF THE CONCRETE CULVERT, AND APPROXIMATELY 2
 FG0275'FEET BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0370 ***********************************************************************
 FG0370  DESIGNATION -  T 209
 FG0370  PID         -  FG0370
 FG0370  STATE/COUNTY-  AR/CONWAY
 FG0370  USGS QUAD   -  SPRINGFIELD (1990)
 FG0370
 FG0370                         *CURRENT SURVEY CONTROL
 FG0370  ___________________________________________________________________
 FG0370* NAD 83(1986)-  35 15 26.     (N)    092 34 38.     (W)     SCALED    
 FG0370* NAVD 88     -       117.740  (meters)     386.29   (feet)  ADJUSTED  
 FG0370  ___________________________________________________________________
 FG0370  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FG0370  DYNAMIC HT  -         117.629 (meters)     385.92  (feet)  COMP
 FG0370  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FG0370
 FG0370  VERT ORDER  -  SECOND    CLASS 0
 FG0370
 FG0370.The horizontal coordinates were scaled from a topographic map and have
 FG0370.an estimated accuracy of +/- 6 seconds.
 FG0370
 FG0370.The orthometric height was determined by differential leveling
 FG0370.and adjusted by the National Geodetic Survey in June 1991..
 FG0370
 FG0370.The geoid height was determined by GEOID03.
 FG0370
 FG0370.The dynamic height is computed by dividing the NAVD 88
 FG0370.geopotential number by the normal gravity value computed on the
 FG0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0370.degrees latitude (g = 980.6199 gals.).
 FG0370
 FG0370.The modeled gravity was interpolated from observed gravity values.
 FG0370
 FG0370;                    North         East    Units  Estimated Accuracy
 FG0370;SPC AR N     -   102,650.      347,480.      MT  (+/- 180 meters Scaled)
 FG0370
 FG0370                          SUPERSEDED SURVEY CONTROL
 FG0370
 FG0370  NGVD 29 (??/??/92)  117.743  (m)          386.30   (f) ADJ UNCH    2 0
 FG0370
 FG0370.Superseded values are not recommended for survey control.
 FG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0370.See file dsdata.txt to determine how the superseded data were derived.
 FG0370
 FG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV384016(NAD 83)
 FG0370_MARKER: DB = BENCH MARK DISK
 FG0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0370_SP_SET: CULVERT
 FG0370_STAMPING: T 209 1962
 FG0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0370
 FG0370  HISTORY     - Date     Condition        Report By
 FG0370  HISTORY     - 1962     MONUMENTED       CGS
 FG0370  HISTORY     - 1967     GOOD             NGS
 FG0370  HISTORY     - 19970319 MARK NOT FOUND   USPSQD
 FG0370
 FG0370                          STATION DESCRIPTION
 FG0370
 FG0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0370'8.5 MI N FROM PLUMERVILLE.
 FG0370'IT IS 8.5 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U.S.
 FG0370'HIGHWAY 64 AND STATE HIGHWAY 92 IN PLUMERVILLE, 73 FEET EAST OF A
 FG0370'POWERLINE POLE, 23 FEET SOUTH OF A FENCE, 16 FEET NORTH OF THE CENTER
 FG0370'OF STATE HIGHWAY 92 AND CEMENTED IN A DRILL HOLE IN THE EAST END OF A
 FG0370'CONCRETE CULVERT.
 FG0370
 FG0370                          STATION RECOVERY (1997)
 FG0370
 FG0370'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0096 ***********************************************************************
 EK0096  DESIGNATION -  T 21
 EK0096  PID         -  EK0096
 EK0096  STATE/COUNTY-  AR/POLK
 EK0096  USGS QUAD   -  COVE (1984)
 EK0096
 EK0096                         *CURRENT SURVEY CONTROL
 EK0096  ___________________________________________________________________
 EK0096* NAD 83(1986)-  34 23 44.     (N)    094 23 17.     (W)     SCALED    
 EK0096* NAVD 88     -       311.295  (meters)    1021.31   (feet)  ADJUSTED  
 EK0096  ___________________________________________________________________
 EK0096  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 EK0096  DYNAMIC HT  -         310.960 (meters)    1020.21  (feet)  COMP
 EK0096  MODELED GRAV-     979,552.2   (mgal)                       NAVD 88
 EK0096
 EK0096  VERT ORDER  -  FIRST     CLASS II
 EK0096
 EK0096.The horizontal coordinates were scaled from a topographic map and have
 EK0096.an estimated accuracy of +/- 6 seconds.
 EK0096
 EK0096.The orthometric height was determined by differential leveling
 EK0096.and adjusted by the National Geodetic Survey in June 1991..
 EK0096
 EK0096.The geoid height was determined by GEOID03.
 EK0096
 EK0096.The dynamic height is computed by dividing the NAVD 88
 EK0096.geopotential number by the normal gravity value computed on the
 EK0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0096.degrees latitude (g = 980.6199 gals.).
 EK0096
 EK0096.The modeled gravity was interpolated from observed gravity values.
 EK0096
 EK0096;                    North         East    Units  Estimated Accuracy
 EK0096;SPC AR S     -   594,320.      180,440.      MT  (+/- 180 meters Scaled)
 EK0096
 EK0096                          SUPERSEDED SURVEY CONTROL
 EK0096
 EK0096  NGVD 29 (??/??/92)  311.224  (m)         1021.07   (f) ADJ UNCH    1 2
 EK0096
 EK0096.Superseded values are not recommended for survey control.
 EK0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0096.See file dsdata.txt to determine how the superseded data were derived.
 EK0096
 EK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU724068(NAD 83)
 EK0096_MARKER: DB = BENCH MARK DISK
 EK0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0096+STABILITY: SURFACE MOTION
 EK0096
 EK0096  HISTORY     - Date     Condition        Report By
 EK0096  HISTORY     - UNK      MONUMENTED       CGS
 EK0096  HISTORY     - 1932     GOOD             NGS
 EK0096  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0096  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0096
 EK0096                          STATION DESCRIPTION
 EK0096
 EK0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0096'1.6 MI N FROM VANDERVOORT.
 EK0096'1.6 MILES NORTH BY RAILROAD, LOCATED AT THE CROSSING OF HIGHWAY U.S.
 EK0096'71, 775 FEET SOUTH OF MILEPOST 400, 25 FEET SOUTH OF THE CENTER
 EK0096'LINE OF 71, 15 FEET WEST OF THE WEST RAIL.
 EK0096
 EK0096                          STATION RECOVERY (1961)
 EK0096
 EK0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0096'MARK NOT FOUND.
 EK0096
 EK0096                          STATION RECOVERY (1985)
 EK0096
 EK0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0096'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1928 ***********************************************************************
 FE1928  DESIGNATION -  T 213
 FE1928  PID         -  FE1928
 FE1928  STATE/COUNTY-  AR/MISSISSIPPI
 FE1928  USGS QUAD   -  ROSA (1983)
 FE1928
 FE1928                         *CURRENT SURVEY CONTROL
 FE1928  ___________________________________________________________________
 FE1928* NAD 83(1997)-  35 52 13.33269(N)    089 47 55.10747(W)     ADJUSTED  
 FE1928* NAVD 88     -        83.405  (meters)     273.64   (feet)  ADJUSTED  
 FE1928  ___________________________________________________________________
 FE1928  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FE1928  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE1928  DYNAMIC HT  -          83.335 (meters)     273.41  (feet)  COMP
 FE1928  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 FE1928
 FE1928  HORZ ORDER  -  SECOND
 FE1928  VERT ORDER  -  FIRST     CLASS I
 FE1928
 FE1928.The horizontal coordinates were established by classical geodetic methods
 FE1928.and adjusted by the National Geodetic Survey in September 1999..
 FE1928
 FE1928.The orthometric height was determined by differential leveling
 FE1928.and adjusted by the National Geodetic Survey in June 1991..
 FE1928
 FE1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1928
 FE1928.The geoid height was determined by GEOID03.
 FE1928
 FE1928.The dynamic height is computed by dividing the NAVD 88
 FE1928.geopotential number by the normal gravity value computed on the
 FE1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1928.degrees latitude (g = 980.6199 gals.).
 FE1928
 FE1928.The modeled gravity was interpolated from observed gravity values.
 FE1928
 FE1928;                    North         East     Units Scale Factor Converg.
 FE1928;SPC AR N     -   172,744.964   598,780.142   MT  0.99994837   +1 16 51.5
 FE1928;SPC AR N     -   566,747.44  1,964,497.85   sFT  0.99994837   +1 16 51.5
 FE1928;UTM  16      - 3,973,188.430   247,321.247   MT  1.00038680   -1 38 26.7
 FE1928
 FE1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1928!SPC AR N     -   0.99999129  x   0.99994837  =   0.99993966
 FE1928!UTM  16      -   0.99999129  x   1.00038680  =   1.00037808
 FE1928
 FE1928                          SUPERSEDED SURVEY CONTROL
 FE1928
 FE1928  NAD 83(1997)-  35 52 13.33520(N)    089 47 55.10810(W) AD(       ) 2
 FE1928  NAD 83(1997)-  35 52 13.34238(N)    089 47 55.10962(W) AD(       ) 2
 FE1928  NAD 83(1986)-  35 52 13.34358(N)    089 47 55.10767(W) AD(       ) 2
 FE1928  NAD 27      -  35 52 13.07651(N)    089 47 54.81087(W) AD(       ) 2
 FE1928  NGVD 29 (??/??/??)   83.339  (m)          273.42   (f) ADJUSTED    1 1
 FE1928
 FE1928.Superseded values are not recommended for survey control.
 FE1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1928.See file dsdata.txt to determine how the superseded data were derived.
 FE1928
 FE1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4732173188(NAD 83)
 FE1928_MARKER: DB = BENCH MARK DISK
 FE1928_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1928_SP_SET: 4 FEET
 FE1928_STAMPING: T 213 1976
 FE1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1928+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 FE1928
 FE1928  HISTORY     - Date     Condition        Report By
 FE1928  HISTORY     - 1976     MONUMENTED       NGS
 FE1928  HISTORY     - 1977     GOOD             NGS
 FE1928  HISTORY     - 20020727 GOOD             USACE
 FE1928
 FE1928                          STATION DESCRIPTION
 FE1928
 FE1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1928'3.3 MI SW FROM BARFIELD.
 FE1928'3.3 MILES SOUTHWEST ALONG THE LEVEE FROM THE JUNCTION OF STATE HIGH-
 FE1928'WAY 18, 21 FEET NORTHWEST OF THE CENTER OF LEVEE, AND 1.4 FEET
 FE1928'SOUTHWEST OF MILEPOST 60/61. A DISK ON THE TOP OF A COPPER COATED
 FE1928'STEEL ROD SET TO A DEPTH OF 4 FEET, 3 FEET BELOW THE LEVEE, AND
 FE1928'2 FEET NE OF A WITNESS POST.
 FE1928
 FE1928                          STATION RECOVERY (1977)
 FE1928
 FE1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE1928'THE STATION IS LOCATED APPROXIMATELY 8 MILES EAST-SOUTHEAST
 FE1928'OF BLYTHEVILLE, ON TOP OF THE MAIN LEVEE
 FE1928'ON THE WEST BANK OF THE MISSISSIPPI RIVER.
 FE1928'
 FE1928'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FE1928'55 AND STATE ROUTE 18 AT THE EAST SIDE OF BLYTHEVILLE, GO
 FE1928'EAST ON STATE ROUTE 18 FOR 4.4 MILES TO A T-ROAD JUNCTION
 FE1928'IN THE SMALL COMMUNITY OF ARMOREL.  TURN RIGHT AND GO SOUTH
 FE1928'AND EAST ON STATE ROUTE 18 FOR 1.15 MILES TO A GRAVEL SIDE ROAD
 FE1928'RIGHT, AT THE PRINCE OF PEACE CHURCH ON THE LEFT.  TURN RIGHT
 FE1928'ON GRAVEL ROAD AND GO SOUTH FOR 2.25 MILES TO A POINT WHERE
 FE1928'THE ROAD TURNS TO THE RIGHT, SOUTHWEST.  BEAR RIGHT AND
 FE1928'CONTINUE AHEAD SOUTHWEST FOR 0.15 MILE TO A GRAVEL ROAD
 FE1928'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.1 MILE TO THE TOP OF
 FE1928'LEVEE AND GRAVEL ROAD ON TOP OF THE LEVEE.  TURN RIGHT
 FE1928'AND GO SOUTHERLY ON LEVEE ROAD FOR 1 MILE TO THE MARK ON
 FE1928'THE RIGHT.
 FE1928'
 FE1928'THE MARK, STAMPED---T 213 1976---, IS A STANDARD
 FE1928'BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD THAT IS
 FE1928'FLUSH WITH THE GROUND SURFACE.  IT IS 1.3 FEET SOUTHWEST OF A
 FE1928'CONCRETE MILE POST NUMBER 60/61, 1.5 FEET NORTHEAST OF A
 FE1928'METAL WITNESS POST AND 20 FEET NORTHWEST OF THE APPROXIMATE
 FE1928'CENTER OF THE LEVEE ROAD.  THE MARK IS SURROUNDED BY A
 FE1928'4-INCH PLASTIC PIPE WITH CAP.
 FE1928'
 FE1928'A TRAVERSE TIE WAS MADE TO STATION ANDERSON RM 5.
 FE1928
 FE1928                          STATION RECOVERY (2002)
 FE1928
 FE1928'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1878 ***********************************************************************
 FE1878  DESIGNATION -  T 214
 FE1878  PID         -  FE1878
 FE1878  STATE/COUNTY-  AR/MISSISSIPPI
 FE1878  USGS QUAD   -  NODENA (1983)
 FE1878
 FE1878                         *CURRENT SURVEY CONTROL
 FE1878  ___________________________________________________________________
 FE1878* NAD 83(1997)-  35 36 23.92819(N)    089 56 32.93075(W)     ADJUSTED  
 FE1878* NAVD 88     -        79.358  (meters)     260.36   (feet)  ADJUSTED  
 FE1878  ___________________________________________________________________
 FE1878  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 FE1878  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1878  DYNAMIC HT  -          79.290 (meters)     260.14  (feet)  COMP
 FE1878  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 FE1878
 FE1878  HORZ ORDER  -  SECOND
 FE1878  VERT ORDER  -  FIRST     CLASS I
 FE1878
 FE1878.The horizontal coordinates were established by classical geodetic methods
 FE1878.and adjusted by the National Geodetic Survey in September 1999..
 FE1878
 FE1878.The orthometric height was determined by differential leveling
 FE1878.and adjusted by the National Geodetic Survey in June 1991..
 FE1878
 FE1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1878
 FE1878.The geoid height was determined by GEOID03.
 FE1878
 FE1878.The dynamic height is computed by dividing the NAVD 88
 FE1878.geopotential number by the normal gravity value computed on the
 FE1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1878.degrees latitude (g = 980.6199 gals.).
 FE1878
 FE1878.The modeled gravity was interpolated from observed gravity values.
 FE1878
 FE1878;                    North         East     Units Scale Factor Converg.
 FE1878;SPC AR N     -   143,210.977   586,404.903   MT  0.99993601   +1 11 50.2
 FE1878;SPC AR N     -   469,851.35  1,923,896.75   sFT  0.99993601   +1 11 50.2
 FE1878;SPC TN       -   148,466.839   242,886.775   MT  0.99995624   -2 18 29.1
 FE1878;SPC TN       -   487,094.95    796,871.03   sFT  0.99995624   -2 18 29.1
 FE1878;UTM  16      - 3,944,308.240   233,452.449   MT  1.00047561   -1 42 51.0
 FE1878;UTM  15      - 3,944,626.308   776,971.575   MT  1.00054545   +1 46 52.6
 FE1878
 FE1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1878!SPC AR N     -   0.99999186  x   0.99993601  =   0.99992788
 FE1878!SPC TN       -   0.99999186  x   0.99995624  =   0.99994811
 FE1878!UTM  16      -   0.99999186  x   1.00047561  =   1.00046747
 FE1878!UTM  15      -   0.99999186  x   1.00054545  =   1.00053731
 FE1878
 FE1878                          SUPERSEDED SURVEY CONTROL
 FE1878
 FE1878  NAD 83(1997)-  35 36 23.92844(N)    089 56 32.93049(W) AD(       ) 2
 FE1878  NAD 83(1986)-  35 36 23.93841(N)    089 56 32.92796(W) AD(       ) 2
 FE1878  NAD 27      -  35 36 23.65164(N)    089 56 32.61414(W) AD(       ) 2
 FE1878  NGVD 29 (??/??/??)   79.325  (m)          260.25   (f) ADJUSTED    1 1
 FE1878
 FE1878.Superseded values are not recommended for survey control.
 FE1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1878.See file dsdata.txt to determine how the superseded data were derived.
 FE1878
 FE1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3345244308(NAD 83)
 FE1878_MARKER: DB = BENCH MARK DISK
 FE1878_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1878_SP_SET: 4 FEET
 FE1878_STAMPING: T 214 1976
 FE1878_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1878+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 FE1878
 FE1878  HISTORY     - Date     Condition        Report By
 FE1878  HISTORY     - 1976     MONUMENTED       NGS
 FE1878  HISTORY     - 1979     GOOD             NGS
 FE1878  HISTORY     - 20020726 GOOD             USACE
 FE1878
 FE1878                          STATION DESCRIPTION
 FE1878
 FE1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1878'8.6 MI SW FROM OSCEOLA.
 FE1878'8.6 MILES SOUTHWEST ALONG THE LEVEE FROM ITS JUNCTION WITH EAST
 FE1878'JOHNSON STREET AT OSCEOLA, 22 FEET NORTH OF THE CENTER OF THE
 FE1878'LEVEE AND 2.4 FEET SOUTH OF MILEPOST 93/94. A DISK ON THE TOP OF
 FE1878'A COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 2 FEET BELOW
 FE1878'THE LEVEE, AND 2 FEET EAST OF A WITNESS POST.
 FE1878
 FE1878                          STATION RECOVERY (1979)
 FE1878
 FE1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE1878'THE STATION IS LOCATED ABOUT 12.1 KM SOUTH OF
 FE1878'OSCEOLA,
 FE1878'8.9 KM NORTHWEST OF WILSON AND ON THE MAIN LEVEE ON WEST SIDE
 FE1878'OF MISSISSIPPI RIVER.
 FE1878'PERMISSION TO USE THE STATION WAS OBTAINED FROM
 FE1878'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 FE1878'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308,
 FE1878'WEST MEMPHIS, AR 72301.
 FE1878'TELEPHONE NUMBER 501-735-1062.
 FE1878'
 FE1878'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO EAST
 FE1878'ON PARK AVENUE FOR 0.08 KM (0.05 MI) TO MAIN STREET
 FE1878'(U.S. HIGHWAY 61.) TURN
 FE1878'LEFT AND GO NORTHERLY ON U.S. HIGHWAY 61 FOR
 FE1878'7.0 KM (4.35 MI) TO THE
 FE1878'JUNCTION OF STATE HIGHWAY 119.  TURN RIGHT, CROSSING OVER RAILROAD
 FE1878'TRACK AND FOLLOW STATE HIGHWAY 119 SOUTH,
 FE1878'EAST AND SOUTH FOR 6.1 KM (3.8 MI)
 FE1878'TO A GRAVELED ROAD LEFT.  TURN SHARP LEFT AND GO ABOUT
 FE1878'300 METERS TO TOP OF LEVEE AND A GATE ON THE RIGHT.  TURN RIGHT THRU T
 FE1878'GATE AND GO 1.0 KM (0.6 MI) ALONG TOP OF LEVEE
 FE1878'TO MILE POST 93/94
 FE1878'AND THE STATION.
 FE1878'
 FE1878'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FE1878'STAMPED---T 214 1976---,
 FE1878'CRIMPED TO THE TOP OF A COPPER ROD DRIVEN INTO THE GROUND AND
 FE1878'SURROUNDED BY A 4-INCH PCV PIPE WITH COVER.
 FE1878'IT IS LOCATED
 FE1878'5.9 METERS NORTH FROM THE CENTER OF LEVEE ROAD AND
 FE1878'0.65 METER SOUTH FROM MILE POST 93/94.
 FE1878'
 FE1878'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FE1878
 FE1878                          STATION RECOVERY (2002)
 FE1878
 FE1878'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1892 ***********************************************************************
 FE1892  DESIGNATION -  T 215
 FE1892  PID         -  FE1892
 FE1892  STATE/COUNTY-  AR/MISSISSIPPI
 FE1892  USGS QUAD   -  NODENA (1983)
 FE1892
 FE1892                         *CURRENT SURVEY CONTROL
 FE1892  ___________________________________________________________________
 FE1892* NAD 83(1986)-  35 33 59.     (N)    089 59 53.     (W)     SCALED    
 FE1892* NAVD 88     -        72.836  (meters)     238.96   (feet)  ADJUSTED  
 FE1892  ___________________________________________________________________
 FE1892  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1892  DYNAMIC HT  -          72.772 (meters)     238.75  (feet)  COMP
 FE1892  MODELED GRAV-     979,765.7   (mgal)                       NAVD 88
 FE1892
 FE1892  VERT ORDER  -  FIRST     CLASS I
 FE1892
 FE1892.The horizontal coordinates were scaled from a topographic map and have
 FE1892.an estimated accuracy of +/- 6 seconds.
 FE1892
 FE1892.The orthometric height was determined by differential leveling
 FE1892.and adjusted by the National Geodetic Survey in June 1991..
 FE1892
 FE1892.The geoid height was determined by GEOID03.
 FE1892
 FE1892.The dynamic height is computed by dividing the NAVD 88
 FE1892.geopotential number by the normal gravity value computed on the
 FE1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1892.degrees latitude (g = 980.6199 gals.).
 FE1892
 FE1892.The modeled gravity was interpolated from observed gravity values.
 FE1892
 FE1892;                    North         East    Units  Estimated Accuracy
 FE1892;SPC AR N     -   138,640.      581,460.      MT  (+/- 180 meters Scaled)
 FE1892
 FE1892                          SUPERSEDED SURVEY CONTROL
 FE1892
 FE1892  NGVD 29 (??/??/??)   72.807  (m)          238.87   (f) ADJUSTED    1 1
 FE1892
 FE1892.Superseded values are not recommended for survey control.
 FE1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1892.See file dsdata.txt to determine how the superseded data were derived.
 FE1892
 FE1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE282399(NAD 83)
 FE1892_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE1892_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1892_SP_SET: 20 FEET
 FE1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1892
 FE1892  HISTORY     - Date     Condition        Report By
 FE1892  HISTORY     - 1976     MONUMENTED       NGS
 FE1892  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1892
 FE1892                          STATION DESCRIPTION
 FE1892
 FE1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1892'2.3 MI NE FROM WILSON.
 FE1892'2.3 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1892'STREET AT WILSON, 110 FEET NORTH OF THE CENTER OF LEVEE, 92 FEET
 FE1892'NORTH OF MILEPOST 101/102, AND 36 FEET SOUTH OF FENCE AT TOE OF
 FE1892'LEVEE.  A DISK ON THE TOP OF A COPPER COATED STEEL ROD SET TO A
 FE1892'DEPTH OF 20 FEET, 35 FEET BELOW THE LEVEE, AND 1 FOOT NORTH OF A
 FE1892'WITNESS POST.
 FE1892
 FE1892                          STATION RECOVERY (1987)
 FE1892
 FE1892'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1645 ***********************************************************************
 FF1645  DESIGNATION -  T 216
 FF1645  PID         -  FF1645
 FF1645  STATE/COUNTY-  AR/CRITTENDEN
 FF1645  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1645
 FF1645                         *CURRENT SURVEY CONTROL
 FF1645  ___________________________________________________________________
 FF1645* NAD 83(1986)-  35 23 34.     (N)    090 11 25.     (W)     SCALED    
 FF1645* NAVD 88     -        76.038  (meters)     249.47   (feet)  ADJUSTED  
 FF1645  ___________________________________________________________________
 FF1645  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF1645  DYNAMIC HT  -          75.971 (meters)     249.25  (feet)  COMP
 FF1645  MODELED GRAV-     979,750.8   (mgal)                       NAVD 88
 FF1645
 FF1645  VERT ORDER  -  FIRST     CLASS I
 FF1645
 FF1645.The horizontal coordinates were scaled from a topographic map and have
 FF1645.an estimated accuracy of +/- 6 seconds.
 FF1645
 FF1645.The orthometric height was determined by differential leveling
 FF1645.and adjusted by the National Geodetic Survey in June 1991..
 FF1645
 FF1645.The geoid height was determined by GEOID03.
 FF1645
 FF1645.The dynamic height is computed by dividing the NAVD 88
 FF1645.geopotential number by the normal gravity value computed on the
 FF1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1645.degrees latitude (g = 980.6199 gals.).
 FF1645
 FF1645.The modeled gravity was interpolated from observed gravity values.
 FF1645
 FF1645;                    North         East    Units  Estimated Accuracy
 FF1645;SPC AR N     -   119,050.      564,390.      MT  (+/- 180 meters Scaled)
 FF1645
 FF1645                          SUPERSEDED SURVEY CONTROL
 FF1645
 FF1645  NGVD 29 (??/??/??)   76.022  (m)          249.42   (f) ADJUSTED    1 1
 FF1645
 FF1645.Superseded values are not recommended for survey control.
 FF1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1645.See file dsdata.txt to determine how the superseded data were derived.
 FF1645
 FF1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV551202(NAD 83)
 FF1645_MARKER: DB = BENCH MARK DISK
 FF1645_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1645+WITH SETTING: INTO GROUND
 FF1645_SP_SET: METAL ROD WITH BASE PLATE
 FF1645_STAMPING: T 216 1976
 FF1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1645+STABILITY: SURFACE MOTION
 FF1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1645+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 FF1645
 FF1645  HISTORY     - Date     Condition        Report By
 FF1645  HISTORY     - 1976     MONUMENTED       NGS
 FF1645  HISTORY     - 20030123 GOOD             USACE
 FF1645
 FF1645                          STATION DESCRIPTION
 FF1645
 FF1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1645'16.1 MI SOUTH FROM WILSON.
 FF1645'16.1 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1645'AT WILSON, 0.15 MILE SOUTH OF A GATE, 17 FEET WEST OF THE CENTER
 FF1645'OF THE LEVEE, AND 2 FEET SOUTH OF MILEPOST 126/127.
 FF1645'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1645'FEET.  2 FEET BELOW THE LEVEE.  2 FEET NORTH OF A WITNESS POST.
 FF1645
 FF1645                          STATION RECOVERY (2003)
 FF1645
 FF1645'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1078 ***********************************************************************
 FF1078  DESIGNATION -  T 217
 FF1078  PID         -  FF1078
 FF1078  STATE/COUNTY-  AR/CRITTENDEN
 FF1078  USGS QUAD   -  WEST MEMPHIS (1983)
 FF1078
 FF1078                         *CURRENT SURVEY CONTROL
 FF1078  ___________________________________________________________________
 FF1078* NAD 83(1986)-  35 08 20.     (N)    090 08 40.     (W)     SCALED    
 FF1078* NAVD 88     -        72.454  (meters)     237.71   (feet)  ADJUSTED  
 FF1078  ___________________________________________________________________
 FF1078  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1078  DYNAMIC HT  -          72.388 (meters)     237.49  (feet)  COMP
 FF1078  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 FF1078
 FF1078  VERT ORDER  -  FIRST     CLASS II
 FF1078
 FF1078.The horizontal coordinates were scaled from a topographic map and have
 FF1078.an estimated accuracy of +/- 6 seconds.
 FF1078
 FF1078.The orthometric height was determined by differential leveling
 FF1078.and adjusted by the National Geodetic Survey in June 1991..
 FF1078
 FF1078.The geoid height was determined by GEOID03.
 FF1078
 FF1078.The dynamic height is computed by dividing the NAVD 88
 FF1078.geopotential number by the normal gravity value computed on the
 FF1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1078.degrees latitude (g = 980.6199 gals.).
 FF1078
 FF1078.The modeled gravity was interpolated from observed gravity values.
 FF1078
 FF1078;                    North         East    Units  Estimated Accuracy
 FF1078;SPC AR N     -    90,960.      569,090.      MT  (+/- 180 meters Scaled)
 FF1078
 FF1078                          SUPERSEDED SURVEY CONTROL
 FF1078
 FF1078  NGVD 29 (??/??/??)   72.437  (m)          237.65   (f) ADJUSTED    1 2
 FF1078
 FF1078.Superseded values are not recommended for survey control.
 FF1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1078.See file dsdata.txt to determine how the superseded data were derived.
 FF1078
 FF1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU601921(NAD 83)
 FF1078_MARKER: DB = BENCH MARK DISK
 FF1078_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1078+WITH SETTING: INTO GROUND
 FF1078_SP_SET: METAL ROD WITH BASE PLATE
 FF1078_STAMPING: T 217 1976
 FF1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1078+STABILITY: SURFACE MOTION
 FF1078
 FF1078  HISTORY     - Date     Condition        Report By
 FF1078  HISTORY     - 1976     MONUMENTED       NGS
 FF1078  HISTORY     - 20030130 MARK NOT FOUND   USACE
 FF1078
 FF1078                          STATION DESCRIPTION
 FF1078
 FF1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1078'1.4 MI SOUTH FROM WEST MEMPHIS.
 FF1078'1.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1078'HIGHWAY 55 AT WEST MEMPHIS, 35 FEET SOUTH OF THE CENTER OF THE
 FF1078'RAILROAD TRACK ALONG LEVEE, 12 FEET NORTH OF THE CENTER LINE
 FF1078'OF THE LEVEE. A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO
 FF1078'A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET EAST OF A WITNESS
 FF1078'POST.
 FF1078
 FF1078                          STATION RECOVERY (2003)
 FF1078
 FF1078'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0210 ***********************************************************************
 EH0210  DESIGNATION -  T 218
 EH0210  PID         -  EH0210
 EH0210  STATE/COUNTY-  AR/CRITTENDEN
 EH0210  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0210
 EH0210                         *CURRENT SURVEY CONTROL
 EH0210  ___________________________________________________________________
 EH0210* NAD 83(1986)-  34 51 47.     (N)    090 21 22.     (W)     SCALED    
 EH0210* NAVD 88     -        67.461  (meters)     221.33   (feet)  ADJUSTED  
 EH0210  ___________________________________________________________________
 EH0210  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EH0210  DYNAMIC HT  -          67.398 (meters)     221.12  (feet)  COMP
 EH0210  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 EH0210
 EH0210  VERT ORDER  -  FIRST     CLASS II
 EH0210
 EH0210.The horizontal coordinates were scaled from a topographic map and have
 EH0210.an estimated accuracy of +/- 6 seconds.
 EH0210
 EH0210.The orthometric height was determined by differential leveling
 EH0210.and adjusted by the National Geodetic Survey in June 1991..
 EH0210
 EH0210.The geoid height was determined by GEOID03.
 EH0210
 EH0210.The dynamic height is computed by dividing the NAVD 88
 EH0210.geopotential number by the normal gravity value computed on the
 EH0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0210.degrees latitude (g = 980.6199 gals.).
 EH0210
 EH0210.The modeled gravity was interpolated from observed gravity values.
 EH0210
 EH0210;                    North         East    Units  Estimated Accuracy
 EH0210;SPC AR N     -    60,020.      550,310.      MT  (+/- 180 meters Scaled)
 EH0210
 EH0210                          SUPERSEDED SURVEY CONTROL
 EH0210
 EH0210  NGVD 29 (??/??/??)   67.481  (m)          221.39   (f) ADJUSTED    1 2
 EH0210
 EH0210.Superseded values are not recommended for survey control.
 EH0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0210.See file dsdata.txt to determine how the superseded data were derived.
 EH0210
 EH0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU416610(NAD 83)
 EH0210_MARKER: DB = BENCH MARK DISK
 EH0210_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0210_SP_SET: 4 FEET
 EH0210_STAMPING: T 218 1976
 EH0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0210+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 EH0210
 EH0210  HISTORY     - Date     Condition        Report By
 EH0210  HISTORY     - 1976     MONUMENTED       NGS
 EH0210  HISTORY     - 20030602 GOOD             USACE
 EH0210
 EH0210                          STATION DESCRIPTION
 EH0210
 EH0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0210'22.1 MI NE FROM WHITEHALL.
 EH0210'22.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0210'AT WHITEHALL, ALSO ABOUT 2 MILES SOUTHWEST OF BRUINS, 2 FEET NORTHEAST
 EH0210'OF MILEPOST 183/184, AND 18 FEET NORTHWEST OF THE CENTER LINE OF THE
 EH0210'LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0210'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0210'FOOT SOUTHWEST OF A WITNESS POST.
 EH0210
 EH0210                          STATION RECOVERY (2003)
 EH0210
 EH0210'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0225 ***********************************************************************
 EH0225  DESIGNATION -  T 219
 EH0225  PID         -  EH0225
 EH0225  STATE/COUNTY-  AR/LEE
 EH0225  USGS QUAD   -  COUNCIL (1991)
 EH0225
 EH0225                         *CURRENT SURVEY CONTROL
 EH0225  ___________________________________________________________________
 EH0225* NAD 83(1986)-  34 49 01.     (N)    090 28 24.     (W)     SCALED    
 EH0225* NAVD 88     -        58.967  (meters)     193.46   (feet)  ADJUSTED  
 EH0225  ___________________________________________________________________
 EH0225  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0225  DYNAMIC HT  -          58.912 (meters)     193.28  (feet)  COMP
 EH0225  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 EH0225
 EH0225  VERT ORDER  -  FIRST     CLASS II
 EH0225
 EH0225.The horizontal coordinates were scaled from a topographic map and have
 EH0225.an estimated accuracy of +/- 6 seconds.
 EH0225
 EH0225.The orthometric height was determined by differential leveling
 EH0225.and adjusted by the National Geodetic Survey in June 1991..
 EH0225
 EH0225.The geoid height was determined by GEOID03.
 EH0225
 EH0225.The dynamic height is computed by dividing the NAVD 88
 EH0225.geopotential number by the normal gravity value computed on the
 EH0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0225.degrees latitude (g = 980.6199 gals.).
 EH0225
 EH0225.The modeled gravity was interpolated from observed gravity values.
 EH0225
 EH0225;                    North         East    Units  Estimated Accuracy
 EH0225;SPC AR S     -   639,540.      539,670.      MT  (+/- 180 meters Scaled)
 EH0225
 EH0225                          SUPERSEDED SURVEY CONTROL
 EH0225
 EH0225  NGVD 29 (??/??/??)   58.989  (m)          193.53   (f) ADJUSTED    1 2
 EH0225
 EH0225.Superseded values are not recommended for survey control.
 EH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0225.See file dsdata.txt to determine how the superseded data were derived.
 EH0225
 EH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU311556(NAD 83)
 EH0225_MARKER: DB = BENCH MARK DISK
 EH0225_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0225_SP_SET: 40 FEET
 EH0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0225
 EH0225  HISTORY     - Date     Condition        Report By
 EH0225  HISTORY     - 1976     MONUMENTED       NGS
 EH0225  HISTORY     - 1976     GOOD             NGS
 EH0225  HISTORY     - 20010620 MARK NOT FOUND   NGS
 EH0225  HISTORY     - 20010720 MARK NOT FOUND   USACE
 EH0225
 EH0225                          STATION DESCRIPTION
 EH0225
 EH0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0225'7.2 MI NE FROM WHITEHALL.
 EH0225'7.2 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0225'AT WHITEHALL, ALSO ABOUT 4 MILES SOUTH OF COUNCIL, 200 FEET NORTHWEST
 EH0225'OF THE CENTER LINE OF THE LEVEE, 172 FEET NORTHWEST OF MILEPOST
 EH0225'198/199, 120 FEET WEST OF A FENCE CORNER AT THE TOE OF THE LEVEE, AND
 EH0225'2.5 FEET WEST OF A FENCE AT THE TOE OF THE LEVEE.  A DISK ON TOP OF A
 EH0225'COPPER-COATED STEEL ROD TO A DEPTH OF 40 FEET ENCASED IN A PIPE
 EH0225'PROJECTING +0 INCHES.  40 FEET BELOW LEVEE 2 FEET SOUTH OF A WITNESS
 EH0225'POST.
 EH0225
 EH0225                          STATION RECOVERY (2001)
 EH0225
 EH0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLB)
 EH0225'MARK NOT FOUND.
 EH0225
 EH0225                          STATION RECOVERY (2001)
 EH0225
 EH0225'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (DLB)
 EH0225'BERM HAS BEEN BUILT AT SITE YEARS AGO.  BERM IS + 6 FT (1.8 M) ABOVE
 EH0225'NATURAL GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0719 ***********************************************************************
 EH0719  DESIGNATION -  T 220
 EH0719  PID         -  EH0719
 EH0719  STATE/COUNTY-  AR/PHILLIPS
 EH0719  USGS QUAD   -  ELAINE (1982)
 EH0719
 EH0719                         *CURRENT SURVEY CONTROL
 EH0719  ___________________________________________________________________
 EH0719* NAD 83(1986)-  34 21 30.     (N)    090 46 30.     (W)     SCALED    
 EH0719* NAVD 88     -        60.267  (meters)     197.73   (feet)  ADJUSTED  
 EH0719  ___________________________________________________________________
 EH0719  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH0719  DYNAMIC HT  -          60.208 (meters)     197.53  (feet)  COMP
 EH0719  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 EH0719
 EH0719  VERT ORDER  -  FIRST     CLASS II
 EH0719
 EH0719.The horizontal coordinates were scaled from a topographic map and have
 EH0719.an estimated accuracy of +/- 6 seconds.
 EH0719
 EH0719.The orthometric height was determined by differential leveling
 EH0719.and adjusted by the National Geodetic Survey in June 1991..
 EH0719
 EH0719.The geoid height was determined by GEOID03.
 EH0719
 EH0719.The dynamic height is computed by dividing the NAVD 88
 EH0719.geopotential number by the normal gravity value computed on the
 EH0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0719.degrees latitude (g = 980.6199 gals.).
 EH0719
 EH0719.The modeled gravity was interpolated from observed gravity values.
 EH0719
 EH0719;                    North         East    Units  Estimated Accuracy
 EH0719;SPC AR S     -   588,300.      512,680.      MT  (+/- 180 meters Scaled)
 EH0719
 EH0719                          SUPERSEDED SURVEY CONTROL
 EH0719
 EH0719  NGVD 29 (??/??/??)   60.319  (m)          197.90   (f) ADJUSTED    1 2
 EH0719
 EH0719.Superseded values are not recommended for survey control.
 EH0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0719.See file dsdata.txt to determine how the superseded data were derived.
 EH0719
 EH0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU046041(NAD 83)
 EH0719_MARKER: DB = BENCH MARK DISK
 EH0719_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0719+WITH SETTING: INTO GROUND
 EH0719_STAMPING: T 220 1976
 EH0719_MARK LOGO: NGS   
 EH0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0719+STABILITY: SURFACE MOTION
 EH0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0719+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0719
 EH0719  HISTORY     - Date     Condition        Report By
 EH0719  HISTORY     - 1976     MONUMENTED       NGS
 EH0719  HISTORY     - 1985     GOOD             NGS
 EH0719  HISTORY     - 20030331 GOOD             USACE
 EH0719
 EH0719                          STATION DESCRIPTION
 EH0719
 EH0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0719'18.65 MI N FROM MELLWOOD.
 EH0719'18.65 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD
 EH0719'AT MELLWOOD, MARK MAY ALSO BE REACHED BY GOING 20.4 MILES SOUTHWEST
 EH0719'ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT HELENA, 22 FEET
 EH0719'WEST OF THE CENTER LINE OF THE LEVEE.  A DISK ON TOP OF A
 EH0719'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0719'PROJECTING +1 INCHES.  1 FOOT BELOW LEVEE 1 FOOT SOUTH OF A WITNESS
 EH0719'POST.
 EH0719
 EH0719                          STATION RECOVERY (1985)
 EH0719
 EH0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0719'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0719
 EH0719                          STATION RECOVERY (2003)
 EH0719
 EH0719'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0735 ***********************************************************************
 EH0735  DESIGNATION -  T 221
 EH0735  PID         -  EH0735
 EH0735  STATE/COUNTY-  AR/PHILLIPS
 EH0735  USGS QUAD   -  LAMBROOK (1982)
 EH0735
 EH0735                         *CURRENT SURVEY CONTROL
 EH0735  ___________________________________________________________________
 EH0735* NAD 83(1997)-  34 15 07.37397(N)    090 52 36.52671(W)     ADJUSTED  
 EH0735* NAVD 88     -        58.290  (meters)     191.24   (feet)  ADJUSTED  
 EH0735  ___________________________________________________________________
 EH0735  X           -     -80,761.396 (meters)                     COMP
 EH0735  Y           -  -5,276,981.569 (meters)                     COMP
 EH0735  Z           -   3,569,608.526 (meters)                     COMP
 EH0735  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EH0735  ELLIP HEIGHT-          31.77  (meters)          (09/14/99) GPS OBS
 EH0735  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH0735  DYNAMIC HT  -          58.232 (meters)     191.05  (feet)  COMP
 EH0735  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 EH0735
 EH0735  HORZ ORDER  -  SECOND
 EH0735  VERT ORDER  -  FIRST     CLASS II
 EH0735  ELLP ORDER  -  FOURTH    CLASS I
 EH0735
 EH0735.The horizontal coordinates were established by GPS observations
 EH0735.and adjusted by the National Geodetic Survey in September 1999..
 EH0735
 EH0735.The orthometric height was determined by differential leveling
 EH0735.and adjusted by the National Geodetic Survey in June 1991..
 EH0735.WARNING-Repeat measurements at this control monument indicate possible
 EH0735.vertical movement.
 EH0735
 EH0735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0735
 EH0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0735
 EH0735.The ellipsoidal height was determined by GPS observations
 EH0735.and is referenced to NAD 83.
 EH0735
 EH0735.The geoid height was determined by GEOID03.
 EH0735
 EH0735.The dynamic height is computed by dividing the NAVD 88
 EH0735.geopotential number by the normal gravity value computed on the
 EH0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0735.degrees latitude (g = 980.6199 gals.).
 EH0735
 EH0735.The modeled gravity was interpolated from observed gravity values.
 EH0735
 EH0735;                    North         East     Units Scale Factor Converg.
 EH0735;SPC AR S     -   576,406.457   503,448.147   MT  0.99992566   +0 37 43.1
 EH0735;SPC AR S     - 1,891,093.52  1,651,729.46   sFT  0.99992566   +0 37 43.1
 EH0735;UTM  15      - 3,792,142.549   695,507.247   MT  1.00007118   +1 11 43.4
 EH0735
 EH0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0735!SPC AR S     -   0.99999501  x   0.99992566  =   0.99992067
 EH0735!UTM  15      -   0.99999501  x   1.00007118  =   1.00006619
 EH0735
 EH0735                          SUPERSEDED SURVEY CONTROL
 EH0735
 EH0735  NAD 83(1997)-  34 15 07.37457(N)    090 52 36.52592(W) AD(       ) 2
 EH0735  NAD 83(1986)-  34 15 07.38268(N)    090 52 36.52157(W) AD(       ) 2
 EH0735  NGVD 29 (??/??/??)   58.349  (m)          191.43   (f) ADJUSTED    1 2
 EH0735
 EH0735.Superseded values are not recommended for survey control.
 EH0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0735.See file dsdata.txt to determine how the superseded data were derived.
 EH0735
 EH0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9550792143(NAD 83)
 EH0735_MARKER: DB = BENCH MARK DISK
 EH0735_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0735_SP_SET: 104 FT.
 EH0735_STAMPING: T 221 1976
 EH0735_MARK LOGO: NGS   
 EH0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0735+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0735
 EH0735  HISTORY     - Date     Condition        Report By
 EH0735  HISTORY     - 1976     MONUMENTED       NGS
 EH0735  HISTORY     - 1985     GOOD             NGS
 EH0735  HISTORY     - 1985     GOOD             NGS
 EH0735  HISTORY     - 20030331 GOOD             USACE
 EH0735
 EH0735                          STATION DESCRIPTION
 EH0735
 EH0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0735'5.7 MI N FROM MELLWOOD.
 EH0735'5.7 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0735'MELLWOOD, ABOUT 300 YARDS SOUTHWEST OF A GROUP OF BARNS, 3 FEET WEST
 EH0735'OF MILEPOST 34/35, AND 14 FEET NORTH OF THE CENTER LINE OF THE LEVEE.
 EH0735'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET
 EH0735'ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT
 EH0735'EAST OF A WITNESS POST.
 EH0735
 EH0735                          STATION RECOVERY (1985)
 EH0735
 EH0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0735'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) SOUTH OF ELAINE,
 EH0735'4.8 KM (3 MI) EAST OF RATIO, ON THE MAIN LEVEE ALONG THE
 EH0735'MNISSISSIPPI REVER, AT MILEPOST 34/35, IN T 5 E, R 2 E,
 EH0735'SOUTHWEST 1/4 SECTION 14.  OWNERSHIP--LACONIA DRAINAGE
 EH0735'AND LEVEE DISTRICT OF PHILLIP COUNTY, ARKANSAS, 417
 EH0735'RIGHTOR STREET, HELENA AR 72342, PHONE 501-338-6731.
 EH0735'
 EH0735'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20, 44 AND 85 IN
 EH0735'ELAINE, GO EAST ON HIGHWAY 20 FOR 5.91 KM (3.7 MI) TO A FORK.
 EH0735'KEEP RIGHT, EAST, THEN SOUTH, ON AN OLD CONCRETE ROAD FOR
 EH0735'0.71 KM (0.45 MI) TO THE LEVEE ROAD.  TURN RIGHT, WESTERLY,
 EH0735'ON THE LEVEE ROAD FOR 1.41 KM (0.85 MI) TO A FORK.  KEEP RIGHT,
 EH0735'MAIN LEVEE ROAD FOR 7.61 KM (4.7 MI) TO A CROSSROAD AT A
 EH0735'SPUR LEVEE ON THE LEFT AND AN OVERHEAD TELEPHONE LINE.
 EH0735'CONTINUE AHEAD FOR 3.44 KM (2.15 MI) TO THE MILEPOST AND THE
 EH0735'STATION ON THE LEFT.
 EH0735'
 EH0735'STATION MARK, A STANDARD NGS BENCH MARK DISK STAMPED--T 221 1976---,
 EH0735'IS CRIMPED TO  THE TOP OF A STEEL ROD ENCASED IN A VINYL PIPE.
 EH0735'MARK PROJECTS 5 CM ABOVE GROUND.  IT IS 172 METERS SOUTHWEST OF A
 EH0735'RAMP TO SEVERAL HOUSES, 4.5 METERS NORTHWEST OF THE ROAD
 EH0735'CENTER, 0.5 METER LOWER THAN THE ROAD, 0.7 METER SOUTHWEST OF
 EH0735'THE MILEPOST, 0.3 METER NORTHEAST OF A FIBERGLASS WITNESS POST,
 EH0735'AND 0.2 METER SOUTHWEST OF A FIBERGLASS WITNESS POST.
 EH0735'
 EH0735'THIS STATION IS INTERVISIBLE WITH D 221.
 EH0735
 EH0735                          STATION RECOVERY (1985)
 EH0735
 EH0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0735'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) WEST OF
 EH0735'A WITNESS POST.
 EH0735
 EH0735                          STATION RECOVERY (2003)
 EH0735
 EH0735'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1000 ***********************************************************************
 EH1000  DESIGNATION -  T 222
 EH1000  PID         -  EH1000
 EH1000  STATE/COUNTY-  AR/PHILLIPS
 EH1000  USGS QUAD   -  HELENA (1982)
 EH1000
 EH1000                         *CURRENT SURVEY CONTROL
 EH1000  ___________________________________________________________________
 EH1000* NAD 83(1986)-  34 35 20.     (N)    090 36 07.     (W)     SCALED    
 EH1000* NAVD 88     -        67.093  (meters)     220.12   (feet)  ADJUSTED  
 EH1000  ___________________________________________________________________
 EH1000  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH1000  DYNAMIC HT  -          67.029 (meters)     219.91  (feet)  COMP
 EH1000  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 EH1000
 EH1000  VERT ORDER  -  FIRST     CLASS II
 EH1000
 EH1000.The horizontal coordinates were scaled from a topographic map and have
 EH1000.an estimated accuracy of +/- 6 seconds.
 EH1000
 EH1000.The orthometric height was determined by differential leveling
 EH1000.and adjusted by the National Geodetic Survey in June 1991..
 EH1000
 EH1000.The geoid height was determined by GEOID03.
 EH1000
 EH1000.The dynamic height is computed by dividing the NAVD 88
 EH1000.geopotential number by the normal gravity value computed on the
 EH1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1000.degrees latitude (g = 980.6199 gals.).
 EH1000
 EH1000.The modeled gravity was interpolated from observed gravity values.
 EH1000
 EH1000;                    North         East    Units  Estimated Accuracy
 EH1000;SPC AR S     -   614,080.      528,250.      MT  (+/- 180 meters Scaled)
 EH1000
 EH1000                          SUPERSEDED SURVEY CONTROL
 EH1000
 EH1000  NGVD 29 (??/??/??)   67.128  (m)          220.24   (f) ADJUSTED    1 2
 EH1000
 EH1000.Superseded values are not recommended for survey control.
 EH1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1000.See file dsdata.txt to determine how the superseded data were derived.
 EH1000
 EH1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU199300(NAD 83)
 EH1000_MARKER: DB = BENCH MARK DISK
 EH1000_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1000+WITH SETTING: INTO GROUND
 EH1000_STAMPING: T 222 1976
 EH1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1000+STABILITY: SURFACE MOTION
 EH1000
 EH1000  HISTORY     - Date     Condition        Report By
 EH1000  HISTORY     - 1976     MONUMENTED       NGS
 EH1000
 EH1000                          STATION DESCRIPTION
 EH1000
 EH1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1000'4.6 MI N FROM HELENA.
 EH1000'1.65 MILES NORTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH1000'HELENA, THENCE 2.95 MILES NORTH ALONG RIVER ROAD, 42 FEET NORTHEAST OF
 EH1000'THE CENTER LINE OF THE ROAD, AND 5 FEET SOUTHWEST OF A TRIANGLER
 EH1000'BLAZED OAK TREE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH1000'DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  15 FEET ABOVE
 EH1000'ROAD 1 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0836 ***********************************************************************
 DK0836  DESIGNATION -  T 223
 DK0836  PID         -  DK0836
 DK0836  STATE/COUNTY-  AR/DESHA
 DK0836  USGS QUAD   -  YANCOPIN (1972)
 DK0836
 DK0836                         *CURRENT SURVEY CONTROL
 DK0836  ___________________________________________________________________
 DK0836* NAD 83(1986)-  33 55 45.     (N)    091 13 43.     (W)     SCALED    
 DK0836* NAVD 88     -        46.739  (meters)     153.34   (feet)  ADJUSTED  
 DK0836  ___________________________________________________________________
 DK0836  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK0836  DYNAMIC HT  -          46.693 (meters)     153.19  (feet)  COMP
 DK0836  MODELED GRAV-     979,637.7   (mgal)                       NAVD 88
 DK0836
 DK0836  VERT ORDER  -  FIRST     CLASS II
 DK0836
 DK0836.The horizontal coordinates were scaled from a topographic map and have
 DK0836.an estimated accuracy of +/- 6 seconds.
 DK0836
 DK0836.The orthometric height was determined by differential leveling
 DK0836.and adjusted by the National Geodetic Survey in June 1991..
 DK0836
 DK0836.The geoid height was determined by GEOID03.
 DK0836
 DK0836.The dynamic height is computed by dividing the NAVD 88
 DK0836.geopotential number by the normal gravity value computed on the
 DK0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0836.degrees latitude (g = 980.6199 gals.).
 DK0836
 DK0836.The modeled gravity was interpolated from observed gravity values.
 DK0836
 DK0836;                    North         East    Units  Estimated Accuracy
 DK0836;SPC AR S     -   540,300.      471,320.      MT  (+/- 180 meters Scaled)
 DK0836
 DK0836                          SUPERSEDED SURVEY CONTROL
 DK0836
 DK0836  NGVD 29 (??/??/??)   46.803  (m)          153.55   (f) ADJUSTED    1 2
 DK0836
 DK0836.Superseded values are not recommended for survey control.
 DK0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0836.See file dsdata.txt to determine how the superseded data were derived.
 DK0836
 DK0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT637557(NAD 83)
 DK0836_MARKER: DB = BENCH MARK DISK
 DK0836_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0836_SP_SET: 104 FEET
 DK0836_STAMPING: T 223 1976
 DK0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0836
 DK0836  HISTORY     - Date     Condition        Report By
 DK0836  HISTORY     - 1976     MONUMENTED       NGS
 DK0836
 DK0836                          STATION DESCRIPTION
 DK0836
 DK0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0836'2.6 MI NE FROM WATSON.
 DK0836'0.1 MILE EAST ALONG STATE HIGHWAY 1 FROM THE RAILROAD CROSSING AT
 DK0836'WATSON, THENCE 2.5 MILES NORTHEAST ALONG A GRAVELED ROAD PARALLEL TO
 DK0836'THE TRACKS, 77 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 DK0836'GRAVEL ROAD AND A DIRT ROAD, 65 FEET SOUTHEAST OF THE CENTERLINE OF
 DK0836'THE GRAVEL ROAD, 46 FEET SOUTHEAST OF A TELEPHONE JUNCTION BOX, 17
 DK0836'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 7 FEET NORTHWEST OF A
 DK0836'POWER POLE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF
 DK0836'104 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  ABOUT LEVEL WITH
 DK0836'GROUND 23 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0833 ***********************************************************************
 EH0833  DESIGNATION -  T 224
 EH0833  PID         -  EH0833
 EH0833  STATE/COUNTY-  AR/PHILLIPS
 EH0833  USGS QUAD   -  LEXA (1991)
 EH0833
 EH0833                         *CURRENT SURVEY CONTROL
 EH0833  ___________________________________________________________________
 EH0833* NAD 83(1986)-  34 32 50.     (N)    090 46 16.     (W)     SCALED    
 EH0833* NAVD 88     -        64.888  (meters)     212.89   (feet)  ADJUSTED  
 EH0833  ___________________________________________________________________
 EH0833  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH0833  DYNAMIC HT  -          64.825 (meters)     212.68  (feet)  COMP
 EH0833  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EH0833
 EH0833  VERT ORDER  -  FIRST     CLASS II
 EH0833
 EH0833.The horizontal coordinates were scaled from a topographic map and have
 EH0833.an estimated accuracy of +/- 6 seconds.
 EH0833
 EH0833.The orthometric height was determined by differential leveling
 EH0833.and adjusted by the National Geodetic Survey in June 1991..
 EH0833
 EH0833.The geoid height was determined by GEOID03.
 EH0833
 EH0833.The dynamic height is computed by dividing the NAVD 88
 EH0833.geopotential number by the normal gravity value computed on the
 EH0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0833.degrees latitude (g = 980.6199 gals.).
 EH0833
 EH0833.The modeled gravity was interpolated from observed gravity values.
 EH0833
 EH0833;                    North         East    Units  Estimated Accuracy
 EH0833;SPC AR S     -   609,260.      512,790.      MT  (+/- 180 meters Scaled)
 EH0833
 EH0833                          SUPERSEDED SURVEY CONTROL
 EH0833
 EH0833  NGVD 29 (??/??/??)   64.927  (m)          213.01   (f) ADJUSTED    1 2
 EH0833
 EH0833.Superseded values are not recommended for survey control.
 EH0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0833.See file dsdata.txt to determine how the superseded data were derived.
 EH0833
 EH0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU045250(NAD 83)
 EH0833_MARKER: DB = BENCH MARK DISK
 EH0833_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0833+WITH SETTING: INTO GROUND
 EH0833_STAMPING: T 224 1976
 EH0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0833+STABILITY: SURFACE MOTION
 EH0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0833+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 EH0833
 EH0833  HISTORY     - Date     Condition        Report By
 EH0833  HISTORY     - 1976     MONUMENTED       NGS
 EH0833  HISTORY     - 20030401 GOOD             USACE
 EH0833  HISTORY     - 20040413 GOOD             INDIV
 EH0833
 EH0833                          STATION DESCRIPTION
 EH0833
 EH0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0833'IN BARTON.
 EH0833'0.2 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING OF
 EH0833'STATE HIGHWAY 85 AT BARTON, 139 FEET WEST OF THE CENTERLINE OF A DIRT
 EH0833'ROAD CROSSING, 41 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD WHICH
 EH0833'PARALLELS THE TRACKS, 26 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 EH0833'TRACK, AND 6 FEET WEST OF A TELEGRAPH POLE.  A DISK ON TOP OF A
 EH0833'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0833'PROJECTING +1 INCHES.  ABOUT LEVEL WITH RAIL 2 FEET EAST OF A WITNESS
 EH0833'POST.
 EH0833
 EH0833                          STATION RECOVERY (2003)
 EH0833
 EH0833'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0833'RAILROAD NOW ABANDONED.
 EH0833
 EH0833                          STATION RECOVERY (2004)
 EH0833
 EH0833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RM)
 EH0833'DESIGNATION T-224.  NOTE, THE OLD RAILROAD HAS BEEN ABANDONED. THERE
 EH0833'IS LITTLE EVIDENCE OF ITS EXISTENCE. WITNESS SIGN MARKED T 224 BROKEN
 EH0833'AND ON GROUND. THIS AREA IS BEING FARMED,THIS BM WILL NOT HOLD
 EH0833'POSITION. 3-WIRE LEVEL FROM PID EH0834 (190.91) TO PID EH0833 (212.89)
 EH0833'RECORDED ELEVATION OF 212.834. SEARK LAND SURVEYING, LLCCONTRACTOR FOR
 EH0833'AHTD BRIDGE DESIGN JOB NO. FA5415 BIG CREEK AND STR.PHILLIPS COUNTY,
 EH0833'ARKANSAS.
 EH0833' 
 EH0833'RON MCCOY, PLS
 EH0833' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0829 ***********************************************************************
 EH0829  DESIGNATION -  T 224 X
 EH0829  PID         -  EH0829
 EH0829  STATE/COUNTY-  AR/PHILLIPS
 EH0829  USGS QUAD   -  LEXA (1991)
 EH0829
 EH0829                         *CURRENT SURVEY CONTROL
 EH0829  ___________________________________________________________________
 EH0829* NAD 83(1986)-  34 33 03.     (N)    090 48 13.     (W)     SCALED    
 EH0829* NAVD 88     -        58.711  (meters)     192.62   (feet)  ADJUSTED  
 EH0829  ___________________________________________________________________
 EH0829  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH0829  DYNAMIC HT  -          58.654 (meters)     192.43  (feet)  COMP
 EH0829  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 EH0829
 EH0829  VERT ORDER  -  FIRST     CLASS II
 EH0829
 EH0829.The horizontal coordinates were scaled from a topographic map and have
 EH0829.an estimated accuracy of +/- 6 seconds.
 EH0829
 EH0829.The orthometric height was determined by differential leveling
 EH0829.and adjusted by the National Geodetic Survey in June 1991..
 EH0829
 EH0829.The geoid height was determined by GEOID03.
 EH0829
 EH0829.The dynamic height is computed by dividing the NAVD 88
 EH0829.geopotential number by the normal gravity value computed on the
 EH0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0829.degrees latitude (g = 980.6199 gals.).
 EH0829
 EH0829.The modeled gravity was interpolated from observed gravity values.
 EH0829
 EH0829;                    North         East    Units  Estimated Accuracy
 EH0829;SPC AR S     -   609,620.      509,800.      MT  (+/- 180 meters Scaled)
 EH0829
 EH0829                          SUPERSEDED SURVEY CONTROL
 EH0829
 EH0829  NGVD 29 (??/??/??)   58.749  (m)          192.75   (f) ADJUSTED    1 2
 EH0829
 EH0829.Superseded values are not recommended for survey control.
 EH0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0829.See file dsdata.txt to determine how the superseded data were derived.
 EH0829
 EH0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU015254(NAD 83)
 EH0829_MARKER: DB = BENCH MARK DISK
 EH0829_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0829_SP_SET: 104 FEET
 EH0829_STAMPING: T 224 X 1976
 EH0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0829
 EH0829  HISTORY     - Date     Condition        Report By
 EH0829  HISTORY     - 1976     MONUMENTED       NGS
 EH0829
 EH0829                          STATION DESCRIPTION
 EH0829
 EH0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0829'2.1 MI W FROM BARTON.
 EH0829'2.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 EH0829'OF STATE HIGHWAY 85 AT BARTON, AT THE CROSSING OF A DIRT ROAD, 25 FEET
 EH0829'WEST OF THE CENTERLINE OF THE DIRT ROAD, 16.6 FEET SOUTH OF THE SOUTH
 EH0829'RAIL, AND 58.8 FEET SOUTHWEST OF A JUNCTION TELEGRAPH AND POWER POLE
 EH0829'NUMBER 2.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF
 EH0829'104 FEET ENCASED IN A PIPE PROJECTING +2 INCHES.  ABOUT LEVEL WITH
 EH0829'RAIL 2 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1470 ***********************************************************************
 EH1470  DESIGNATION -  T 225
 EH1470  PID         -  EH1470
 EH1470  STATE/COUNTY-  AR/ARKANSAS
 EH1470  USGS QUAD   -  TURNER (1967)
 EH1470
 EH1470                         *CURRENT SURVEY CONTROL
 EH1470  ___________________________________________________________________
 EH1470* NAD 83(1986)-  34 22 42.     (N)    091 07 23.     (W)     SCALED    
 EH1470* NAVD 88     -        46.282  (meters)     151.84   (feet)  ADJUSTED  
 EH1470  ___________________________________________________________________
 EH1470  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH1470  DYNAMIC HT  -          46.237 (meters)     151.70  (feet)  COMP
 EH1470  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EH1470
 EH1470  VERT ORDER  -  FIRST     CLASS II
 EH1470
 EH1470.The horizontal coordinates were scaled from a topographic map and have
 EH1470.an estimated accuracy of +/- 6 seconds.
 EH1470
 EH1470.The orthometric height was determined by differential leveling
 EH1470.and adjusted by the National Geodetic Survey in August 1993..
 EH1470
 EH1470.The geoid height was determined by GEOID03.
 EH1470
 EH1470.The dynamic height is computed by dividing the NAVD 88
 EH1470.geopotential number by the normal gravity value computed on the
 EH1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1470.degrees latitude (g = 980.6199 gals.).
 EH1470
 EH1470.The modeled gravity was interpolated from observed gravity values.
 EH1470
 EH1470;                    North         East    Units  Estimated Accuracy
 EH1470;SPC AR S     -   590,190.      480,650.      MT  (+/- 180 meters Scaled)
 EH1470
 EH1470                          SUPERSEDED SURVEY CONTROL
 EH1470
 EH1470  NAVD 88 (06/15/91)   46.263  (m)          151.78   (f) UNKNOWN     1 2
 EH1470  NGVD 29 (??/??/??)   46.309  (m)          151.93   (f) ADJUSTED    1 2
 EH1470
 EH1470.Superseded values are not recommended for survey control.
 EH1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1470.See file dsdata.txt to determine how the superseded data were derived.
 EH1470
 EH1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU725057(NAD 83)
 EH1470_MARKER: DB = BENCH MARK DISK
 EH1470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1470_SP_SET: 104 FT
 EH1470_STAMPING: T 225 1976
 EH1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1470
 EH1470  HISTORY     - Date     Condition        Report By
 EH1470  HISTORY     - 1976     MONUMENTED       NGS
 EH1470  HISTORY     - 20030407 MARK NOT FOUND   USACE
 EH1470
 EH1470                          STATION DESCRIPTION
 EH1470
 EH1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1470'0.1 MI NE FROM ST CHARLES.
 EH1470'0.1 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE
 EH1470'WHITE RIVER AT ST. CHARLES, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE
 EH1470'HIGHWAY, 7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE RIVER
 EH1470'NATIONAL WILDLIFE REFUGE SIGN, 3 FEET NORTHEAST OF A POLE SUPPORTING
 EH1470'SIGNAL LIGHT FOR FERRY CROSSING, 70 FEET NORTHEAST OF A CONCRETE POST
 EH1470'PROJECTING 2 FEET WITH STAMPING ON SIDE F.A.P.031.  A DISK ON TOP OF A
 EH1470'COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET ENCASED IN A PIPE
 EH1470'PROJECTING +1 INCHES.  1 FOOT BELOW HIGHWAY.
 EH1470
 EH1470                          STATION RECOVERY (2003)
 EH1470
 EH1470'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1317 ***********************************************************************
 EH1317  DESIGNATION -  T 226
 EH1317  PID         -  EH1317
 EH1317  STATE/COUNTY-  AR/ARKANSAS
 EH1317  USGS QUAD   -  TICHNOR (1972)
 EH1317
 EH1317                         *CURRENT SURVEY CONTROL
 EH1317  ___________________________________________________________________
 EH1317* NAD 83(1986)-  34 08 18.     (N)    091 22 17.     (W)     SCALED    
 EH1317* NAVD 88     -        56.916  (meters)     186.73   (feet)  ADJUSTED  
 EH1317  ___________________________________________________________________
 EH1317  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EH1317  DYNAMIC HT  -          56.860 (meters)     186.55  (feet)  COMP
 EH1317  MODELED GRAV-     979,657.0   (mgal)                       NAVD 88
 EH1317
 EH1317  VERT ORDER  -  FIRST     CLASS II
 EH1317
 EH1317.The horizontal coordinates were scaled from a topographic map and have
 EH1317.an estimated accuracy of +/- 6 seconds.
 EH1317
 EH1317.The orthometric height was determined by differential leveling
 EH1317.and adjusted by the National Geodetic Survey in August 1993..
 EH1317
 EH1317.The geoid height was determined by GEOID03.
 EH1317
 EH1317.The dynamic height is computed by dividing the NAVD 88
 EH1317.geopotential number by the normal gravity value computed on the
 EH1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1317.degrees latitude (g = 980.6199 gals.).
 EH1317
 EH1317.The modeled gravity was interpolated from observed gravity values.
 EH1317
 EH1317;                    North         East    Units  Estimated Accuracy
 EH1317;SPC AR S     -   563,400.      457,980.      MT  (+/- 180 meters Scaled)
 EH1317
 EH1317                          SUPERSEDED SURVEY CONTROL
 EH1317
 EH1317  NAVD 88 (06/15/91)   56.895  (m)          186.66   (f) UNKNOWN     1 2
 EH1317  NGVD 29 (??/??/??)   56.960  (m)          186.88   (f) ADJUSTED    1 2
 EH1317
 EH1317.Superseded values are not recommended for survey control.
 EH1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1317.See file dsdata.txt to determine how the superseded data were derived.
 EH1317
 EH1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501786(NAD 83)
 EH1317_MARKER: DB = BENCH MARK DISK
 EH1317_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1317+WITH SETTING: INTO GROUND
 EH1317_STAMPING: T 226 1976
 EH1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1317+STABILITY: SURFACE MOTION
 EH1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1317+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 EH1317
 EH1317  HISTORY     - Date     Condition        Report By
 EH1317  HISTORY     - 1976     MONUMENTED       NGS
 EH1317  HISTORY     - 20030416 GOOD             USACE
 EH1317
 EH1317                          STATION DESCRIPTION
 EH1317
 EH1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1317'1.3 MI N FROM GILLETT.
 EH1317'1.3 MILES NORTH ALONG THE SAINT LEWIS SOUTHWESTERN RAILROAD FROM THE
 EH1317'JUNCTION OF FRONT STREET AT GILLETT, 62.6 FEET EAST OF THE EAST RAIL,
 EH1317'19.0 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, AND 6.1 FEET
 EH1317'SOUTHEAST OF A POWER LINE POLE WITH 3 GUY WIRES.  A DISK ON TOP OF A
 EH1317'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH1317'PROJECTING +2 INCHES.  1 FOOT ABOVE RAIL 4 FEET SOUTH OF A WITNESS
 EH1317'POST.
 EH1317
 EH1317                          STATION RECOVERY (2003)
 EH1317
 EH1317'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1317'MARK IS 0.5 FT NORTH OF METAL WITNESS POST, LITTLE ROCK DISTRICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1263 ***********************************************************************
 EJ1263  DESIGNATION -  T 23
 EJ1263  PID         -  EJ1263
 EJ1263  STATE/COUNTY-  AR/CLARK
 EJ1263  USGS QUAD   -  CHALYBEATE MTN WEST (1975)
 EJ1263
 EJ1263                         *CURRENT SURVEY CONTROL
 EJ1263  ___________________________________________________________________
 EJ1263* NAD 83(1986)-  34 13 18.     (N)    093 28 22.     (W)     SCALED    
 EJ1263* NAVD 88     -       121.994  (meters)     400.24   (feet)  ADJUSTED  
 EJ1263  ___________________________________________________________________
 EJ1263  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EJ1263  DYNAMIC HT  -         121.872 (meters)     399.84  (feet)  COMP
 EJ1263  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 EJ1263
 EJ1263  VERT ORDER  -  SECOND    CLASS 0
 EJ1263
 EJ1263.The horizontal coordinates were scaled from a topographic map and have
 EJ1263.an estimated accuracy of +/- 6 seconds.
 EJ1263
 EJ1263.The orthometric height was determined by differential leveling
 EJ1263.and adjusted by the National Geodetic Survey in June 1991..
 EJ1263
 EJ1263.The geoid height was determined by GEOID03.
 EJ1263
 EJ1263.The dynamic height is computed by dividing the NAVD 88
 EJ1263.geopotential number by the normal gravity value computed on the
 EJ1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1263.degrees latitude (g = 980.6199 gals.).
 EJ1263
 EJ1263.The modeled gravity was interpolated from observed gravity values.
 EJ1263
 EJ1263;                    North         East    Units  Estimated Accuracy
 EJ1263;SPC AR S     -   573,450.      264,310.      MT  (+/- 180 meters Scaled)
 EJ1263
 EJ1263                          SUPERSEDED SURVEY CONTROL
 EJ1263
 EJ1263  NGVD 29 (??/??/92)  121.988  (m)          400.22   (f) ADJ UNCH    2 0
 EJ1263
 EJ1263.Superseded values are not recommended for survey control.
 EJ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1263.See file dsdata.txt to determine how the superseded data were derived.
 EJ1263
 EJ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT564868(NAD 83)
 EJ1263_MARKER: DB = BENCH MARK DISK
 EJ1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1263_STAMPING: 400.222 T 23 1932
 EJ1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1263+STABILITY: SURFACE MOTION
 EJ1263
 EJ1263  HISTORY     - Date     Condition        Report By
 EJ1263  HISTORY     - 1932     MONUMENTED       CGS
 EJ1263  HISTORY     - 1934     GOOD             NGS
 EJ1263
 EJ1263                          STATION DESCRIPTION
 EJ1263
 EJ1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1263'3.4 MI S FROM AMITY.
 EJ1263'3.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ1263'AT AMITY, CLARK COUNTY, AT MAJORS, 100 FEET EAST OF THE TRACK, 45 FEET
 EJ1263'WEST OF THE NORTHWEST CORNER OF THE HIGHWAY BRIDGE OVER ANTOINE RIVER,
 EJ1263'AND 15 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 400.222 T
 EJ1263'23 1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0938 ***********************************************************************
 DK0938  DESIGNATION -  T 240
 DK0938  PID         -  DK0938
 DK0938  STATE/COUNTY-  AR/DESHA
 DK0938  USGS QUAD   -  WINCHESTER (1969)
 DK0938
 DK0938                         *CURRENT SURVEY CONTROL
 DK0938  ___________________________________________________________________
 DK0938* NAD 83(1986)-  33 50 34.     (N)    091 28 56.     (W)     SCALED    
 DK0938* NAVD 88     -        48.746  (meters)     159.93   (feet)  ADJUSTED  
 DK0938  ___________________________________________________________________
 DK0938  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DK0938  DYNAMIC HT  -          48.697 (meters)     159.77  (feet)  COMP
 DK0938  MODELED GRAV-     979,632.4   (mgal)                       NAVD 88
 DK0938
 DK0938  VERT ORDER  -  FIRST     CLASS II
 DK0938
 DK0938.The horizontal coordinates were scaled from a topographic map and have
 DK0938.an estimated accuracy of +/- 6 seconds.
 DK0938
 DK0938.The orthometric height was determined by differential leveling
 DK0938.and adjusted by the National Geodetic Survey in June 1991..
 DK0938
 DK0938.The geoid height was determined by GEOID03.
 DK0938
 DK0938.The dynamic height is computed by dividing the NAVD 88
 DK0938.geopotential number by the normal gravity value computed on the
 DK0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0938.degrees latitude (g = 980.6199 gals.).
 DK0938
 DK0938.The modeled gravity was interpolated from observed gravity values.
 DK0938
 DK0938;                    North         East    Units  Estimated Accuracy
 DK0938;SPC AR S     -   530,570.      447,920.      MT  (+/- 180 meters Scaled)
 DK0938
 DK0938                          SUPERSEDED SURVEY CONTROL
 DK0938
 DK0938  NGVD 29 (??/??/??)   48.881  (m)          160.37   (f) ADJUSTED    1 2
 DK0938
 DK0938.Superseded values are not recommended for survey control.
 DK0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0938.See file dsdata.txt to determine how the superseded data were derived.
 DK0938
 DK0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT404457(NAD 83)
 DK0938_MARKER: DB = BENCH MARK DISK
 DK0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0938_SP_SET: CONCRETE BASE
 DK0938_STAMPING: T 240 1939
 DK0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0938+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 DK0938
 DK0938  HISTORY     - Date     Condition        Report By
 DK0938  HISTORY     - 1939     MONUMENTED       CGS
 DK0938  HISTORY     - 1955     GOOD             CGS
 DK0938  HISTORY     - 20040113 GOOD             USACE
 DK0938  HISTORY     - 20040414 GOOD             ARHD
 DK0938
 DK0938                          STATION DESCRIPTION
 DK0938
 DK0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0938'IN PICKENS.
 DK0938'AT PICKENS, DESHA COUNTY, ON THE MISSOURI PACIFIC RAILROAD, IN THE
 DK0938'SOUTHEAST PART OF TOWN, OPPOSITE POLE 431+3, 90 FEET WEST OF THE MAIN
 DK0938'LINE TRACK, 14 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SHED OVER
 DK0938'A CITY WATER-SUPPLY WELL, AT THE SOUTHWEST LEG OF THE CITY WATER
 DK0938'TOWER, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE BASE.  A STANDARD
 DK0938'DISK, STAMPED T 240 1939.
 DK0938
 DK0938                          STATION RECOVERY (1955)
 DK0938
 DK0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0938'RECOVERED IN GOOD CONDITION.
 DK0938
 DK0938                          STATION RECOVERY (2004)
 DK0938
 DK0938'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0938'RECOVERED IN GOOD CONDITION.
 DK0938
 DK0938                          STATION RECOVERY (2004)
 DK0938
 DK0938'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 DK0938'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0381 ***********************************************************************
 EH0381  DESIGNATION -  T 241
 EH0381  PID         -  EH0381
 EH0381  STATE/COUNTY-  AR/PHILLIPS
 EH0381  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0381
 EH0381                         *CURRENT SURVEY CONTROL
 EH0381  ___________________________________________________________________
 EH0381* NAD 83(1986)-  34 23 33.     (N)    090 38 45.     (W)     SCALED    
 EH0381* NAVD 88     -        53.280  (meters)     174.80   (feet)  POSTED    
 EH0381  ___________________________________________________________________
 EH0381  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH0381  DYNAMIC HT  -          53.230 (meters)     174.64  (feet)  COMP
 EH0381  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 EH0381
 EH0381  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EH0381
 EH0381.The horizontal coordinates were scaled from a topographic map and have
 EH0381.an estimated accuracy of +/- 6 seconds.
 EH0381
 EH0381.The orthometric height was determined by differential leveling
 EH0381.and adjusted by the National Geodetic Survey in 1992..
 EH0381.No vertical observational check was made to the station.
 EH0381.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EH0381.was located on a no-check spur therefore a value was not computed.
 EH0381
 EH0381.The geoid height was determined by GEOID03.
 EH0381
 EH0381.The dynamic height is computed by dividing the NAVD 88
 EH0381.geopotential number by the normal gravity value computed on the
 EH0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0381.degrees latitude (g = 980.6199 gals.).
 EH0381
 EH0381.The modeled gravity was interpolated from observed gravity values.
 EH0381
 EH0381;                    North         East    Units  Estimated Accuracy
 EH0381;SPC AR S     -   592,240.      524,520.      MT  (+/- 180 meters Scaled)
 EH0381
 EH0381                          SUPERSEDED SURVEY CONTROL
 EH0381
 EH0381  NGVD 29 (??/??/??)   53.323  (m)          174.94   (f) ADJUSTED    1 2
 EH0381
 EH0381.Superseded values are not recommended for survey control.
 EH0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0381.See file dsdata.txt to determine how the superseded data were derived.
 EH0381
 EH0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU164081(NAD 83)
 EH0381_MARKER: DB = BENCH MARK DISK
 EH0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0381_STAMPING: T-241 1939
 EH0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0381+STABILITY: SURFACE MOTION
 EH0381
 EH0381  HISTORY     - Date     Condition        Report By
 EH0381  HISTORY     - 1939     MONUMENTED       CGS
 EH0381  HISTORY     - 20030331 MARK NOT FOUND   USACE
 EH0381
 EH0381                          STATION DESCRIPTION
 EH0381
 EH0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0381'1.75 MI S FROM PLEASENT GROVE CHURCH.
 EH0381'1 3/4 MILES SOUTH OF PLEASENT GROVE CHURCH ON HIGHWAY NO. 20 WHERE IT
 EH0381'STARTS UP THE WEST SIDE OF NEW LEVEE.  27 FEET NORTHEAST OF CENTERLINE
 EH0381'OF ROAD ALONG FOOT OF NEW LEVEE AND 21 FEET WEST OF CENTERLINE OF
 EH0381'HIGHWAY NO. 20.  MARK IS A BRONZE DISK SET IN A PRECAST CONCRETE POST
 EH0381'PROJECTING 4 INCHES ABOVE GROUND.
 EH0381
 EH0381                          STATION RECOVERY (2003)
 EH0381
 EH0381'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0687 ***********************************************************************
 FF0687  DESIGNATION -  T 242
 FF0687  PID         -  FF0687
 FF0687  STATE/COUNTY-  AR/CROSS
 FF0687  USGS QUAD   -  VANNDALE (1984)
 FF0687
 FF0687                         *CURRENT SURVEY CONTROL
 FF0687  ___________________________________________________________________
 FF0687* NAD 83(1986)-  35 21 29.     (N)    090 45 44.     (W)     SCALED    
 FF0687* NAVD 88     -        82.960  (meters)     272.18   (feet)  ADJUSTED  
 FF0687  ___________________________________________________________________
 FF0687  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF0687  DYNAMIC HT  -          82.886 (meters)     271.94  (feet)  COMP
 FF0687  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF0687
 FF0687  VERT ORDER  -  FIRST     CLASS II
 FF0687
 FF0687.The horizontal coordinates were scaled from a topographic map and have
 FF0687.an estimated accuracy of +/- 6 seconds.
 FF0687
 FF0687.The orthometric height was determined by differential leveling
 FF0687.and adjusted by the National Geodetic Survey in June 1991..
 FF0687.WARNING-Repeat measurements at this control monument indicate possible
 FF0687.vertical movement.
 FF0687
 FF0687.The geoid height was determined by GEOID03.
 FF0687
 FF0687.The dynamic height is computed by dividing the NAVD 88
 FF0687.geopotential number by the normal gravity value computed on the
 FF0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0687.degrees latitude (g = 980.6199 gals.).
 FF0687
 FF0687.The modeled gravity was interpolated from observed gravity values.
 FF0687
 FF0687;                    North         East    Units  Estimated Accuracy
 FF0687;SPC AR N     -   114,390.      512,490.      MT  (+/- 180 meters Scaled)
 FF0687
 FF0687                          SUPERSEDED SURVEY CONTROL
 FF0687
 FF0687  NGVD 29 (??/??/??)   82.917  (m)          272.04   (f) ADJUSTED    1 2
 FF0687
 FF0687.Superseded values are not recommended for survey control.
 FF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0687.See file dsdata.txt to determine how the superseded data were derived.
 FF0687
 FF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV033150(NAD 83)
 FF0687_MARKER: DB = BENCH MARK DISK
 FF0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0687_STAMPING: T 242 1928
 FF0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0687+STABILITY: SURFACE MOTION
 FF0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0687+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 FF0687
 FF0687  HISTORY     - Date     Condition        Report By
 FF0687  HISTORY     - 1938     MONUMENTED       CGS
 FF0687  HISTORY     - 1956     GOOD             CGS
 FF0687  HISTORY     - 20030505 GOOD             USACE
 FF0687
 FF0687                          STATION DESCRIPTION
 FF0687
 FF0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0687'3.2 MI S FROM CHERRY VALLEY.
 FF0687'ABOUT 3.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0687'THE STATION AT CHERRY VALLEY, ABOUT 3.15 MILES NORTH OF THE ROAD
 FF0687'CROSSING AT VANNDALE, AT AN EAST-WEST ROAD CROSSING, 42 1/2
 FF0687'FEET WEST OF WEST RAIL, 88 FEET WEST AND ACROSS TRACK FROM MILE
 FF0687'POLE 271, 33 FEET SOUTH OF CENTER LINE OF ROAD, 13 1/2 FEET
 FF0687'SOUTHWEST OF TELEPHONE POLE NO. 1211 - 10, 38 FEET WEST-SOUTHWEST
 FF0687'OF CROSSING WARNING SIGN, 3 FEET EAST OF A FENCE LINE, 5 FEET
 FF0687'SOUTHEAST OF A FENCE CORNER, ABOUT 3 FEET BELOW LEVEL OF TRACK
 FF0687'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0687
 FF0687                          STATION RECOVERY (2003)
 FF0687
 FF0687'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1020 ***********************************************************************
 DK1020  DESIGNATION -  T 243
 DK1020  PID         -  DK1020
 DK1020  STATE/COUNTY-  AR/ASHLEY
 DK1020  USGS QUAD   -  MONTROSE (1981)
 DK1020
 DK1020                         *CURRENT SURVEY CONTROL
 DK1020  ___________________________________________________________________
 DK1020* NAD 83(1986)-  33 16 23.     (N)    091 29 55.     (W)     SCALED    
 DK1020* NAVD 88     -        36.908  (meters)     121.09   (feet)  ADJUSTED  
 DK1020  ___________________________________________________________________
 DK1020  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DK1020  DYNAMIC HT  -          36.869 (meters)     120.96  (feet)  COMP
 DK1020  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 DK1020
 DK1020  VERT ORDER  -  FIRST     CLASS II
 DK1020
 DK1020.The horizontal coordinates were scaled from a topographic map and have
 DK1020.an estimated accuracy of +/- 6 seconds.
 DK1020
 DK1020.The orthometric height was determined by differential leveling
 DK1020.and adjusted by the National Geodetic Survey in June 1991..
 DK1020
 DK1020.The geoid height was determined by GEOID03.
 DK1020
 DK1020.The dynamic height is computed by dividing the NAVD 88
 DK1020.geopotential number by the normal gravity value computed on the
 DK1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1020.degrees latitude (g = 980.6199 gals.).
 DK1020
 DK1020.The modeled gravity was interpolated from observed gravity values.
 DK1020
 DK1020;                    North         East    Units  Estimated Accuracy
 DK1020;SPC AR S     -   467,370.      446,710.      MT  (+/- 180 meters Scaled)
 DK1020
 DK1020                          SUPERSEDED SURVEY CONTROL
 DK1020
 DK1020  NGVD 29 (??/??/??)   37.016  (m)          121.44   (f) ADJUSTED    1 2
 DK1020
 DK1020.Superseded values are not recommended for survey control.
 DK1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1020.See file dsdata.txt to determine how the superseded data were derived.
 DK1020
 DK1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS398825(NAD 83)
 DK1020_MARKER: DB = BENCH MARK DISK
 DK1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1020_STAMPING: T 243 1939
 DK1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1020+STABILITY: SURFACE MOTION
 DK1020
 DK1020  HISTORY     - Date     Condition        Report By
 DK1020  HISTORY     - 1939     MONUMENTED       CGS
 DK1020  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1020  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1020
 DK1020                          STATION DESCRIPTION
 DK1020
 DK1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1020'2.0 MI S FROM MONTROSE.
 DK1020'2.0 MILES SOUTH OF MONTROSE JUNCTION.  A STANDARD DISC SET IN THE TOP
 DK1020'OF A CONCRETE POST LOCATED BETWEEN THE TRACKS AND HWY NO. 165, AT MILE
 DK1020'POST 454.  2 POLES NORTH OF A GRADE CROSSING.  0.4 MILE NORTH OF A
 DK1020'CHURCH.  48 FEET EAST OF THE EAST RAIL.  40 FEET WEST OF THE CENTER
 DK1020'LINE OF THE HWY.  5 FEET BELOW TRACK LEVEL.
 DK1020
 DK1020                          STATION RECOVERY (1977)
 DK1020
 DK1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1020'MARK NOT FOUND.
 DK1020
 DK1020                          STATION RECOVERY (1977)
 DK1020
 DK1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0884 ***********************************************************************
 EJ0884  DESIGNATION -  T 244
 EJ0884  PID         -  EJ0884
 EJ0884  STATE/COUNTY-  AR/PULASKI
 EJ0884  USGS QUAD   -  MARTINDALE (1984)
 EJ0884
 EJ0884                         *CURRENT SURVEY CONTROL
 EJ0884  ___________________________________________________________________
 EJ0884* NAD 83(1986)-  34 53 45.     (N)    092 39 00.     (W)     SCALED    
 EJ0884* NAVD 88     -       104.913  (meters)     344.20   (feet)  ADJUSTED  
 EJ0884  ___________________________________________________________________
 EJ0884  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EJ0884  DYNAMIC HT  -         104.812 (meters)     343.87  (feet)  COMP
 EJ0884  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 EJ0884
 EJ0884  VERT ORDER  -  SECOND    CLASS 0
 EJ0884
 EJ0884.The horizontal coordinates were scaled from a topographic map and have
 EJ0884.an estimated accuracy of +/- 6 seconds.
 EJ0884
 EJ0884.The orthometric height was determined by differential leveling
 EJ0884.and adjusted by the National Geodetic Survey in June 1991..
 EJ0884
 EJ0884.The geoid height was determined by GEOID03.
 EJ0884
 EJ0884.The dynamic height is computed by dividing the NAVD 88
 EJ0884.geopotential number by the normal gravity value computed on the
 EJ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0884.degrees latitude (g = 980.6199 gals.).
 EJ0884
 EJ0884.The modeled gravity was interpolated from observed gravity values.
 EJ0884
 EJ0884;                    North         East    Units  Estimated Accuracy
 EJ0884;SPC AR S     -   647,440.      340,590.      MT  (+/- 180 meters Scaled)
 EJ0884
 EJ0884                          SUPERSEDED SURVEY CONTROL
 EJ0884
 EJ0884  NGVD 29 (??/??/92)  104.941  (m)          344.29   (f) ADJ UNCH    2 0
 EJ0884
 EJ0884.Superseded values are not recommended for survey control.
 EJ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0884.See file dsdata.txt to determine how the superseded data were derived.
 EJ0884
 EJ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU319615(NAD 83)
 EJ0884_MARKER: DB = BENCH MARK DISK
 EJ0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0884_STAMPING: T 244 1939
 EJ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0884+STABILITY: SURFACE MOTION
 EJ0884
 EJ0884  HISTORY     - Date     Condition        Report By
 EJ0884  HISTORY     - 1939     MONUMENTED       CGS
 EJ0884  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ0884
 EJ0884                          STATION DESCRIPTION
 EJ0884
 EJ0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0884'1.1 MI N FROM CROSS ROADS.
 EJ0884'1.1 MILES NORTH ALONG STATE HIGHWAY 113 FROM THE PUBLIC SCHOOL AT
 EJ0884'CROSS ROADS, PULASKI COUNTY, 180 FEET EAST OF A SMALL WOODEN BRIDGE,
 EJ0884'39.6 FEET NORTHWEST OF THE NORTH END OF A CONCRETE AND TILE CULVERT,
 EJ0884'37.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4.3 FEET
 EJ0884'SOUTHEAST OF A 12-INCH PINE TREE WITH AN X-BLAZE ON THE SOUTH SIDE 4
 EJ0884'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED T 244 1939 AND SET IN
 EJ0884'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1554 ***********************************************************************
 EH1554  DESIGNATION -  T 245
 EH1554  PID         -  EH1554
 EH1554  STATE/COUNTY-  AR/JEFFERSON
 EH1554  USGS QUAD   -  MOSCOW (1971)
 EH1554
 EH1554                         *CURRENT SURVEY CONTROL
 EH1554  ___________________________________________________________________
 EH1554* NAD 83(1986)-  34 09 42.     (N)    091 50 10.     (W)     SCALED    
 EH1554* NAVD 88     -        60.511  (meters)     198.53   (feet)  ADJUSTED  
 EH1554  ___________________________________________________________________
 EH1554  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH1554  DYNAMIC HT  -          60.452 (meters)     198.33  (feet)  COMP
 EH1554  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EH1554
 EH1554  VERT ORDER  -  FIRST     CLASS II
 EH1554
 EH1554.The horizontal coordinates were scaled from a topographic map and have
 EH1554.an estimated accuracy of +/- 6 seconds.
 EH1554
 EH1554.The orthometric height was determined by differential leveling
 EH1554.and adjusted by the National Geodetic Survey in June 1991..
 EH1554
 EH1554.The geoid height was determined by GEOID03.
 EH1554
 EH1554.The dynamic height is computed by dividing the NAVD 88
 EH1554.geopotential number by the normal gravity value computed on the
 EH1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1554.degrees latitude (g = 980.6199 gals.).
 EH1554
 EH1554.The modeled gravity was interpolated from observed gravity values.
 EH1554
 EH1554;                    North         East    Units  Estimated Accuracy
 EH1554;SPC AR S     -   565,830.      415,110.      MT  (+/- 180 meters Scaled)
 EH1554
 EH1554                          SUPERSEDED SURVEY CONTROL
 EH1554
 EH1554  NGVD 29 (??/??/??)   60.596  (m)          198.81   (f) ADJUSTED    1 2
 EH1554
 EH1554.Superseded values are not recommended for survey control.
 EH1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1554.See file dsdata.txt to determine how the superseded data were derived.
 EH1554
 EH1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT072806(NAD 83)
 EH1554_MARKER: DB = BENCH MARK DISK
 EH1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1554_STAMPING: T 245 1938
 EH1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1554+STABILITY: SURFACE MOTION
 EH1554
 EH1554  HISTORY     - Date     Condition        Report By
 EH1554  HISTORY     - 1938     MONUMENTED       CGS
 EH1554  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1554
 EH1554                          STATION DESCRIPTION
 EH1554
 EH1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1554'1.4 MI SE FROM NOBLE LAKE.
 EH1554'1.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1554'STATION AT NOBLE LAKE, JEFFERSON COUNTY, BETWEEN THE TRACK AND U.S.
 EH1554'HIGHWAY 65, AT THE POINT WHERE NOBLE LAKE IS NEAREST THE ROAD, AT A
 EH1554'COUNTY-ROAD CROSSING, 53 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EH1554'47 FEET NORTH OF THE NORTH RAIL, AND 21 FEET WEST OF THE CENTERLINE OF
 EH1554'THE COUNTY ROAD.  A STANDARD DISK, STAMPED T 245 1938 AND SET IN THE
 EH1554'TOP OF A CONCRETE POST.
 EH1554
 EH1554                          STATION RECOVERY (1964)
 EH1554
 EH1554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0893 ***********************************************************************
 FF0893  DESIGNATION -  T 246
 FF0893  PID         -  FF0893
 FF0893  STATE/COUNTY-  AR/CRAIGHEAD
 FF0893  USGS QUAD   -  BONO (1980)
 FF0893
 FF0893                         *CURRENT SURVEY CONTROL
 FF0893  ___________________________________________________________________
 FF0893* NAD 83(1986)-  35 53 05.     (N)    090 47 19.     (W)     SCALED    
 FF0893* NAVD 88     -       120.789  (meters)     396.29   (feet)  ADJUSTED  
 FF0893  ___________________________________________________________________
 FF0893  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FF0893  DYNAMIC HT  -         120.688 (meters)     395.96  (feet)  COMP
 FF0893  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 FF0893
 FF0893  VERT ORDER  -  SECOND    CLASS 0
 FF0893
 FF0893.The horizontal coordinates were scaled from a topographic map and have
 FF0893.an estimated accuracy of +/- 6 seconds.
 FF0893
 FF0893.The orthometric height was determined by differential leveling
 FF0893.and adjusted by the National Geodetic Survey in June 1991..
 FF0893
 FF0893.The geoid height was determined by GEOID03.
 FF0893
 FF0893.The dynamic height is computed by dividing the NAVD 88
 FF0893.geopotential number by the normal gravity value computed on the
 FF0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0893.degrees latitude (g = 980.6199 gals.).
 FF0893
 FF0893.The modeled gravity was interpolated from observed gravity values.
 FF0893
 FF0893;                    North         East    Units  Estimated Accuracy
 FF0893;SPC AR N     -   172,790.      509,370.      MT  (+/- 180 meters Scaled)
 FF0893
 FF0893                          SUPERSEDED SURVEY CONTROL
 FF0893
 FF0893  NGVD 29 (??/??/??)  120.705  (m)          396.01   (f) ADJUSTED    2 0
 FF0893
 FF0893.Superseded values are not recommended for survey control.
 FF0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0893.See file dsdata.txt to determine how the superseded data were derived.
 FF0893
 FF0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV996734(NAD 83)
 FF0893_MARKER: DB = BENCH MARK DISK
 FF0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0893_STAMPING: T 246 1938
 FF0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0893+STABILITY: SURFACE MOTION
 FF0893
 FF0893  HISTORY     - Date     Condition        Report By
 FF0893  HISTORY     - 1938     MONUMENTED       CGS
 FF0893  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF0893
 FF0893                          STATION DESCRIPTION
 FF0893
 FF0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0893'1.6 MI S FROM BONO.
 FF0893'ABOUT 1.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST
 FF0893'OFFICE AT BONO, CRAIGHEAD COUNTY, ABOUT 157 YARDS SOUTHEAST OF
 FF0893'THE JUNCTION WITH A ROAD ON THE SUMMIT OF A HILL, AT THE EDGE OF
 FF0893'A FIELD, AND 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 FF0893'STANDARD DISK, STAMPED T 246 1938 AND SET IN THE TOP OF A
 FF0893'CONCRETE POST.
 FF0893
 FF0893                          STATION RECOVERY (1975)
 FF0893
 FF0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0614 ***********************************************************************
 DL0614  DESIGNATION -  T 247
 DL0614  PID         -  DL0614
 DL0614  STATE/COUNTY-  AR/COLUMBIA
 DL0614  USGS QUAD   -  TAYLOR (1978)
 DL0614
 DL0614                         *CURRENT SURVEY CONTROL
 DL0614  ___________________________________________________________________
 DL0614* NAD 83(1986)-  33 02 08.     (N)    093 27 50.     (W)     SCALED    
 DL0614* NAVD 88     -        82.960  (meters)     272.18   (feet)  ADJUSTED  
 DL0614  ___________________________________________________________________
 DL0614  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0614  DYNAMIC HT  -          82.869 (meters)     271.88  (feet)  COMP
 DL0614  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 DL0614
 DL0614  VERT ORDER  -  SECOND    CLASS 0
 DL0614
 DL0614.The horizontal coordinates were scaled from a topographic map and have
 DL0614.an estimated accuracy of +/- 6 seconds.
 DL0614
 DL0614.The orthometric height was determined by differential leveling
 DL0614.and adjusted by the National Geodetic Survey in June 1991..
 DL0614
 DL0614.The geoid height was determined by GEOID03.
 DL0614
 DL0614.The dynamic height is computed by dividing the NAVD 88
 DL0614.geopotential number by the normal gravity value computed on the
 DL0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0614.degrees latitude (g = 980.6199 gals.).
 DL0614
 DL0614.The modeled gravity was interpolated from observed gravity values.
 DL0614
 DL0614;                    North         East    Units  Estimated Accuracy
 DL0614;SPC AR S     -   441,890.      263,250.      MT  (+/- 180 meters Scaled)
 DL0614
 DL0614                          SUPERSEDED SURVEY CONTROL
 DL0614
 DL0614  NGVD 29 (??/??/92)   83.013  (m)          272.35   (f) ADJ UNCH    2 0
 DL0614
 DL0614.Superseded values are not recommended for survey control.
 DL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0614.See file dsdata.txt to determine how the superseded data were derived.
 DL0614
 DL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS566553(NAD 83)
 DL0614_MARKER: DB = BENCH MARK DISK
 DL0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0614_SP_SET: CULVERT
 DL0614_STAMPING: T 247 1938
 DL0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0614
 DL0614  HISTORY     - Date     Condition        Report By
 DL0614  HISTORY     - 1938     MONUMENTED       CGS
 DL0614  HISTORY     - 1963     GOOD             NGS
 DL0614
 DL0614                          STATION DESCRIPTION
 DL0614
 DL0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0614'2.2 MI N FROM SPRING HILL.
 DL0614'IN COLUMBIA COUNTY, ARKANSAS, ABOUT 2.2 MILES NORTH ALONG THE
 DL0614'LOUISIANA AND ARKANSAS RAILWAY FROM THE STATION AT SPRING HILL,
 DL0614'WEBSTER PARISH, LOUISIANA, BETWEEN THE EIGHTEENTH AND NINETEENTH POLES
 DL0614'SOUTH OF MILEPOST 45, IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 DL0614'WALL OF A CONCRETE CULVERT, AND 12 FEET WEST OF THE WEST RAIL. A
 DL0614'STANDARD DISK, STAMPED T 247 1938.  NOTE-- NEAR THE SOUTH END OF THE
 DL0614'WEST HEADWALL OF A CONCRETE CULVERT THAT IS BETWEEN THE 18TH AND 19TH
 DL0614'POLE SOUTH OF MILEPOST 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0122 ***********************************************************************
 DM0122  DESIGNATION -  T 248
 DM0122  PID         -  DM0122
 DM0122  STATE/COUNTY-  AR/SEVIER
 DM0122  USGS QUAD   -  LOCKESBURG (1978)
 DM0122
 DM0122                         *CURRENT SURVEY CONTROL
 DM0122  ___________________________________________________________________
 DM0122* NAD 83(1986)-  33 58 51.     (N)    094 10 33.     (W)     SCALED    
 DM0122* NAVD 88     -       125.869  (meters)     412.96   (feet)  ADJUSTED  
 DM0122  ___________________________________________________________________
 DM0122  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DM0122  DYNAMIC HT  -         125.741 (meters)     412.54  (feet)  COMP
 DM0122  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 DM0122
 DM0122  VERT ORDER  -  SECOND    CLASS 0
 DM0122
 DM0122.The horizontal coordinates were scaled from a topographic map and have
 DM0122.an estimated accuracy of +/- 6 seconds.
 DM0122
 DM0122.The orthometric height was determined by differential leveling
 DM0122.and adjusted by the National Geodetic Survey in June 1991..
 DM0122
 DM0122.The geoid height was determined by GEOID03.
 DM0122
 DM0122.The dynamic height is computed by dividing the NAVD 88
 DM0122.geopotential number by the normal gravity value computed on the
 DM0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0122.degrees latitude (g = 980.6199 gals.).
 DM0122
 DM0122.The modeled gravity was interpolated from observed gravity values.
 DM0122
 DM0122;                    North         East    Units  Estimated Accuracy
 DM0122;SPC AR S     -   547,890.      198,970.      MT  (+/- 180 meters Scaled)
 DM0122
 DM0122                          SUPERSEDED SURVEY CONTROL
 DM0122
 DM0122  NGVD 29 (??/??/92)  125.822  (m)          412.80   (f) ADJ UNCH    2 0
 DM0122
 DM0122.Superseded values are not recommended for survey control.
 DM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0122.See file dsdata.txt to determine how the superseded data were derived.
 DM0122
 DM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT913606(NAD 83)
 DM0122_MARKER: DB = BENCH MARK DISK
 DM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0122_STAMPING: T-248 1939
 DM0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0122+STABILITY: SURFACE MOTION
 DM0122
 DM0122  HISTORY     - Date     Condition        Report By
 DM0122  HISTORY     - 1939     MONUMENTED       CGS
 DM0122  HISTORY     - 1962     MARK NOT FOUND   NGS
 DM0122
 DM0122                          STATION DESCRIPTION
 DM0122
 DM0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DM0122'1.0 MI N FROM LOCKESBURG.
 DM0122'1.0 MILE NORTH OF, ALONG THE OLD LOCKESBURG ROAD FROM DEPOT.  ON THE
 DM0122'FARM OF B. F. WALLIS.  83 FEET NORTHEAST OF THE NORTHEAST CORNER OF B.
 DM0122'F. WALLISES FARM HOUSE.  33.3 FEET NORTH OF THE CENTERLINE OF THE
 DM0122'LOCKESBURG ROAD.  53.7 FEET NORTHWEST OF INTERSECTION OF FARM ROAD
 DM0122'LEADING EAST AND HIGHWAY.  8.4 FEET WEST OF ASH TREE 15 INCHES IN
 DM0122'DIAMETER AT BASE.  TABLET SET IN A PRECAST CONCRETE POST.  NOTE-- MARK
 DM0122'IS ON OLD U.S. HWY 71, WHICH IS ABOUT 0.25 MILE W OF THE PRESENT
 DM0122'HIGHWAY AND IS AT AN INTERSECTION TO THE NE OF A BLOND BRICK HOUSE.
 DM0122
 DM0122                          STATION RECOVERY (1962)
 DM0122
 DM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1580 ***********************************************************************
 EH1580  DESIGNATION -  T 249
 EH1580  PID         -  EH1580
 EH1580  STATE/COUNTY-  AR/LINCOLN
 EH1580  USGS QUAD   -  GRADY (1975)
 EH1580
 EH1580                         *CURRENT SURVEY CONTROL
 EH1580  ___________________________________________________________________
 EH1580* NAD 83(1986)-  34 05 32.     (N)    091 42 01.     (W)     SCALED    
 EH1580* NAVD 88     -        54.003  (meters)     177.17   (feet)  ADJUSTED  
 EH1580  ___________________________________________________________________
 EH1580  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH1580  DYNAMIC HT  -          53.950 (meters)     177.00  (feet)  COMP
 EH1580  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EH1580
 EH1580  VERT ORDER  -  SECOND    CLASS 0
 EH1580
 EH1580.The horizontal coordinates were scaled from a topographic map and have
 EH1580.an estimated accuracy of +/- 6 seconds.
 EH1580
 EH1580.The orthometric height was determined by differential leveling
 EH1580.and adjusted by the National Geodetic Survey in June 1991..
 EH1580
 EH1580.The geoid height was determined by GEOID03.
 EH1580
 EH1580.The dynamic height is computed by dividing the NAVD 88
 EH1580.geopotential number by the normal gravity value computed on the
 EH1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1580.degrees latitude (g = 980.6199 gals.).
 EH1580
 EH1580.The modeled gravity was interpolated from observed gravity values.
 EH1580
 EH1580;                    North         East    Units  Estimated Accuracy
 EH1580;SPC AR S     -   558,150.      427,660.      MT  (+/- 180 meters Scaled)
 EH1580
 EH1580                          SUPERSEDED SURVEY CONTROL
 EH1580
 EH1580  NGVD 29 (??/??/??)   54.079  (m)          177.42   (f) ADJUSTED    2 0
 EH1580
 EH1580.Superseded values are not recommended for survey control.
 EH1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1580.See file dsdata.txt to determine how the superseded data were derived.
 EH1580
 EH1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT199731(NAD 83)
 EH1580_MARKER: DB = BENCH MARK DISK
 EH1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1580_STAMPING: T 249 1940
 EH1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1580+STABILITY: SURFACE MOTION
 EH1580
 EH1580  HISTORY     - Date     Condition        Report By
 EH1580  HISTORY     - 1940     MONUMENTED       CGS
 EH1580  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1580
 EH1580                          STATION DESCRIPTION
 EH1580
 EH1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1580'0.9 MI N FROM GRADY.
 EH1580'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT GRADY, PROCEED
 EH1580'NORTHWARD ALONG GRAVELED ROAD TOWARDS LEVEE, GO 0.9 MILE.  BENCH MARK
 EH1580'IS 35 FEET TOWARDS LEVEE (NORTH) FROM WIRE PASTURE FENCE.  25 FEET
 EH1580'TOWARDS LEVEE (NORTH) FROM CENTER LINE OF LANE.  30 FEET TOWARDS SMALL
 EH1580'UNPAINTED HOUSE (WEST) FROM CENTER LINE OF GRAVELED ROAD.  1 FOOT
 EH1580'TOWARDS ROAD (EAST) FROM PROPERTY LINE FENCE.  LANE LEADING TO HOUSE
 EH1580'PASSES BETWEEN PASTURE FENCE AND BENCH MARK.  MONUMENT PORJECTS ABOUT
 EH1580'4 INCHES.  A 4 X 4 INCH CYPRESS POST PAINTED WHITE PROJECTING 18
 EH1580'INCHES IS 3.5 FEET AT 360 DEG MAGNETIC FROM THE BENCH MARK.
 EH1580
 EH1580                          STATION RECOVERY (1984)
 EH1580
 EH1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0275 ***********************************************************************
 GE0275  DESIGNATION -  T 25
 GE0275  PID         -  GE0275
 GE0275  STATE/COUNTY-  AR/RANDOLPH
 GE0275  USGS QUAD   -  REYNO (1980)
 GE0275
 GE0275                         *CURRENT SURVEY CONTROL
 GE0275  ___________________________________________________________________
 GE0275* NAD 83(1986)-  36 20 37.     (N)    090 47 11.     (W)     SCALED    
 GE0275* NAVD 88     -        87.710  (meters)     287.76   (feet)  ADJUSTED  
 GE0275  ___________________________________________________________________
 GE0275  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GE0275  DYNAMIC HT  -          87.640 (meters)     287.53  (feet)  COMP
 GE0275  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 GE0275
 GE0275  VERT ORDER  -  FIRST     CLASS II
 GE0275
 GE0275.The horizontal coordinates were scaled from a topographic map and have
 GE0275.an estimated accuracy of +/- 6 seconds.
 GE0275
 GE0275.The orthometric height was determined by differential leveling
 GE0275.and adjusted by the National Geodetic Survey in June 1991..
 GE0275
 GE0275.The geoid height was determined by GEOID03.
 GE0275
 GE0275.The dynamic height is computed by dividing the NAVD 88
 GE0275.geopotential number by the normal gravity value computed on the
 GE0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0275.degrees latitude (g = 980.6199 gals.).
 GE0275
 GE0275.The modeled gravity was interpolated from observed gravity values.
 GE0275
 GE0275;                    North         East    Units  Estimated Accuracy
 GE0275;SPC AR N     -   223,700.      508,950.      MT  (+/- 180 meters Scaled)
 GE0275
 GE0275                          SUPERSEDED SURVEY CONTROL
 GE0275
 GE0275  NGVD 29 (??/??/92)   87.664  (m)          287.61   (f) ADJ UNCH    1 2
 GE0275
 GE0275.Superseded values are not recommended for survey control.
 GE0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0275.See file dsdata.txt to determine how the superseded data were derived.
 GE0275
 GE0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA986243(NAD 83)
 GE0275_MARKER: DB = BENCH MARK DISK
 GE0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0275_STAMPING: 287.621 T 25 1932
 GE0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0275+STABILITY: SURFACE MOTION
 GE0275
 GE0275  HISTORY     - Date     Condition        Report By
 GE0275  HISTORY     - 1932     MONUMENTED       CGS
 GE0275  HISTORY     - 1934     GOOD             NGS
 GE0275  HISTORY     - 1968     MARK NOT FOUND   USGS
 GE0275
 GE0275                          STATION DESCRIPTION
 GE0275
 GE0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0275'1.5 MI NE FROM BIGGERS.
 GE0275'1.5 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0275'FROM THE STATION AT BIGGERS, RANDOLPH COUNTY, 2.3 MILES SOUTHWEST
 GE0275'OF REYNO, 50 FEET NORTHWEST OF A ROAD CROSSING, 48 FEET WEST
 GE0275'OF THE TRACK, AND 50 FEET FROM THE CENTERLINE OF U.S. HIGHWAY
 GE0275'67.  A STANDARD DISK, STAMPED 287.621 T 25 1932 AND SET IN THE
 GE0275'TOP OF A CONCRETE POST.
 GE0275
 GE0275                          STATION RECOVERY (1968)
 GE0275
 GE0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GE0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0537 ***********************************************************************
 EJ0537  DESIGNATION -  T 250
 EJ0537  PID         -  EJ0537
 EJ0537  STATE/COUNTY-  AR/JEFFERSON
 EJ0537  USGS QUAD   -  WRIGHT (1975)
 EJ0537
 EJ0537                         *CURRENT SURVEY CONTROL
 EJ0537  ___________________________________________________________________
 EJ0537* NAD 83(1986)-  34 28 15.     (N)    092 07 15.     (W)     SCALED    
 EJ0537* NAVD 88     -        69.476  (meters)     227.94   (feet)  ADJUSTED  
 EJ0537  ___________________________________________________________________
 EJ0537  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EJ0537  DYNAMIC HT  -          69.410 (meters)     227.72  (feet)  COMP
 EJ0537  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 EJ0537
 EJ0537  VERT ORDER  -  SECOND    CLASS 0
 EJ0537
 EJ0537.The horizontal coordinates were scaled from a topographic map and have
 EJ0537.an estimated accuracy of +/- 6 seconds.
 EJ0537
 EJ0537.The orthometric height was determined by differential leveling
 EJ0537.and adjusted by the National Geodetic Survey in June 1991..
 EJ0537
 EJ0537.The geoid height was determined by GEOID03.
 EJ0537
 EJ0537.The dynamic height is computed by dividing the NAVD 88
 EJ0537.geopotential number by the normal gravity value computed on the
 EJ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0537.degrees latitude (g = 980.6199 gals.).
 EJ0537
 EJ0537.The modeled gravity was interpolated from observed gravity values.
 EJ0537
 EJ0537;                    North         East    Units  Estimated Accuracy
 EJ0537;SPC AR S     -   600,110.      388,900.      MT  (+/- 180 meters Scaled)
 EJ0537
 EJ0537                          SUPERSEDED SURVEY CONTROL
 EJ0537
 EJ0537  NGVD 29 (??/??/92)   69.552  (m)          228.19   (f) ADJ UNCH    2 0
 EJ0537
 EJ0537.Superseded values are not recommended for survey control.
 EJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0537.See file dsdata.txt to determine how the superseded data were derived.
 EJ0537
 EJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU807147(NAD 83)
 EJ0537_MARKER: DB = BENCH MARK DISK
 EJ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0537_STAMPING: T 250 1940
 EJ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0537+STABILITY: SURFACE MOTION
 EJ0537
 EJ0537  HISTORY     - Date     Condition        Report By
 EJ0537  HISTORY     - 1940     MONUMENTED       CGS
 EJ0537
 EJ0537                          STATION DESCRIPTION
 EJ0537
 EJ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0537'5.3 MI NE FROM REDFIELD.
 EJ0537'FROM RAILROAD STATION AT REDFIELD, PROCEED ALONG GRAVELED ROAD TOWARDS
 EJ0537'RIVER, GO 4.7 MILES TO FORKS IN ROAD.  TAKE LEFT FORK, PROCEED 0.6
 EJ0537'MILE DOWN THE HILL TO THE RIVER.  BENCH MARK IS STANDARD DISK IN
 EJ0537'PRE-CAST CONCRETE POST PROJECTING ABOUT 5 INCHES.  175 YARDS TOWARDS
 EJ0537'RIVER (NORTHEAST) AND AROUND CURVE FROM WOODEN BRIDGE.  45 YARDS
 EJ0537'TOWARDS BRIDGE (SOUTHWEST) FROM POINT WHERE ROAD STARTS DOWN RIVER
 EJ0537'BANK TO THE FERRY.  25 FEET NORTHWEST OF CENTER LINE OF ROAD. 4 FEET
 EJ0537'TOWARDS RIVER (NORTHEAST) FROM GRANITE ROAD MARKER SIGN WITH USA 1938
 EJ0537'WPA CUT IN FACE.  A 4 X 4 INCH CYPRESS POST PAINTED WHITE PROJECTING
 EJ0537'18 INCHES IS 3.7 FEET AT 50 DEG MAGNETIC FROM BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0589 ***********************************************************************
 EJ0589  DESIGNATION -  T 251
 EJ0589  PID         -  EJ0589
 EJ0589  STATE/COUNTY-  AR/JEFFERSON
 EJ0589  USGS QUAD   -  WHITE HALL (1984)
 EJ0589
 EJ0589                         *CURRENT SURVEY CONTROL
 EJ0589  ___________________________________________________________________
 EJ0589* NAD 83(1986)-  34 20 40.     (N)    092 01 56.     (W)     SCALED    
 EJ0589* NAVD 88     -        66.350  (meters)     217.68   (feet)  ADJUSTED  
 EJ0589  ___________________________________________________________________
 EJ0589  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0589  DYNAMIC HT  -          66.286 (meters)     217.47  (feet)  COMP
 EJ0589  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 EJ0589
 EJ0589  VERT ORDER  -  SECOND    CLASS 0
 EJ0589
 EJ0589.The horizontal coordinates were scaled from a topographic map and have
 EJ0589.an estimated accuracy of +/- 6 seconds.
 EJ0589
 EJ0589.The orthometric height was determined by differential leveling
 EJ0589.and adjusted by the National Geodetic Survey in June 1991..
 EJ0589
 EJ0589.The geoid height was determined by GEOID03.
 EJ0589
 EJ0589.The dynamic height is computed by dividing the NAVD 88
 EJ0589.geopotential number by the normal gravity value computed on the
 EJ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0589.degrees latitude (g = 980.6199 gals.).
 EJ0589
 EJ0589.The modeled gravity was interpolated from observed gravity values.
 EJ0589
 EJ0589;                    North         East    Units  Estimated Accuracy
 EJ0589;SPC AR S     -   586,090.      397,040.      MT  (+/- 180 meters Scaled)
 EJ0589
 EJ0589                          SUPERSEDED SURVEY CONTROL
 EJ0589
 EJ0589  NGVD 29 (??/??/92)   66.382  (m)          217.79   (f) ADJ UNCH    2 0
 EJ0589
 EJ0589.Superseded values are not recommended for survey control.
 EJ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0589.See file dsdata.txt to determine how the superseded data were derived.
 EJ0589
 EJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU890007(NAD 83)
 EJ0589_MARKER: DB = BENCH MARK DISK
 EJ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0589_STAMPING: T 251 1940
 EJ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0589+STABILITY: SURFACE MOTION
 EJ0589
 EJ0589  HISTORY     - Date     Condition        Report By
 EJ0589  HISTORY     - 1940     MONUMENTED       CGS
 EJ0589  HISTORY     - 20030625 MARK NOT FOUND   USACE
 EJ0589
 EJ0589                          STATION DESCRIPTION
 EJ0589
 EJ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0589'2.9 MI S FROM WRIGHT.
 EJ0589'2.9 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0589'WRIGHT, JEFFERSON COUNTY, 3.5 MILES ALONG A DIRT COUNTY ROAD
 EJ0589'PARALLELING THE LEVEE, 0.7 MILE ALONG A GRAVEL ROAD, 0.1 MILE
 EJ0589'SOUTHEAST OF THE SOUTHEAST END OF A REVERSE CURVE, AT THE TOE OF THE
 EJ0589'LEVEE, 56 YARDS NORTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE HEAD
 EJ0589'WALL OF A TILE CULVERT, 31 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EJ0589'ROAD, AND 3.5 FEET SOUTHEAST OF A 4 BY 4-INCH WHITE POST PROJECTING 20
 EJ0589'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED T 251 1940 AND SET IN
 EJ0589'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 EJ0589
 EJ0589                          STATION RECOVERY (2003)
 EJ0589
 EJ0589'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0187 ***********************************************************************
 EJ0187  DESIGNATION -  T 252
 EJ0187  PID         -  EJ0187
 EJ0187  STATE/COUNTY-  AR/PULASKI
 EJ0187  USGS QUAD   -  WOODSON (1987)
 EJ0187
 EJ0187                         *CURRENT SURVEY CONTROL
 EJ0187  ___________________________________________________________________
 EJ0187* NAD 83(1986)-  34 37 04.     (N)    092 07 56.     (W)     SCALED    
 EJ0187* NAVD 88     -        73.768  (meters)     242.02   (feet)  ADJUSTED  
 EJ0187  ___________________________________________________________________
 EJ0187  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EJ0187  DYNAMIC HT  -          73.698 (meters)     241.79  (feet)  COMP
 EJ0187  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 EJ0187
 EJ0187  VERT ORDER  -  SECOND    CLASS 0
 EJ0187
 EJ0187.The horizontal coordinates were scaled from a topographic map and have
 EJ0187.an estimated accuracy of +/- 6 seconds.
 EJ0187
 EJ0187.The orthometric height was determined by differential leveling
 EJ0187.and adjusted by the National Geodetic Survey in June 1991..
 EJ0187
 EJ0187.The geoid height was determined by GEOID03.
 EJ0187
 EJ0187.The dynamic height is computed by dividing the NAVD 88
 EJ0187.geopotential number by the normal gravity value computed on the
 EJ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0187.degrees latitude (g = 980.6199 gals.).
 EJ0187
 EJ0187.The modeled gravity was interpolated from observed gravity values.
 EJ0187
 EJ0187;                    North         East    Units  Estimated Accuracy
 EJ0187;SPC AR S     -   616,420.      387,870.      MT  (+/- 180 meters Scaled)
 EJ0187
 EJ0187                          SUPERSEDED SURVEY CONTROL
 EJ0187
 EJ0187  NGVD 29 (??/??/92)   73.805  (m)          242.14   (f) ADJ UNCH    2 0
 EJ0187
 EJ0187.Superseded values are not recommended for survey control.
 EJ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0187.See file dsdata.txt to determine how the superseded data were derived.
 EJ0187
 EJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU795310(NAD 83)
 EJ0187_MARKER: DB = BENCH MARK DISK
 EJ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0187_STAMPING: T 252 1940
 EJ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0187+STABILITY: SURFACE MOTION
 EJ0187
 EJ0187  HISTORY     - Date     Condition        Report By
 EJ0187  HISTORY     - 1940     MONUMENTED       CGS
 EJ0187  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0187
 EJ0187                          STATION DESCRIPTION
 EJ0187
 EJ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0187'1.3 MI S FROM SCOTT.
 EJ0187'1.3 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM SCOTT, PULASKI COUNTY,
 EJ0187'1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO A SMALL WHITE CHURCH,
 EJ0187'0.5 MILE SOUTH ALONG A DIRT ROAD LEADING TO A LARGE GREEN HOUSE, 0.8
 EJ0187'MILE WEST ALONG A DIRT ROAD, 3.8 MILES SOUTH ALONG A ROAD PARALLELING
 EJ0187'THE LEVEE AND LEADING TO GEORGETOWN LANDING, 0.7 MILE WEST ALONG THE
 EJ0187'ROAD, 141 FEET WEST OF THE CENTERLINE OF THE ROAD, 50 FEET EAST OF THE
 EJ0187'CENTERLINE OF THE LEVEE, 4 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 EJ0187'J. L. BRYANT YARD FENCE, AND 2.5 FEET NORTH OF A 4 BY 4-INCH WHITE
 EJ0187'POST PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED T
 EJ0187'252 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 EJ0187'ABOVE GROUND.
 EJ0187
 EJ0187                          STATION RECOVERY (1989)
 EJ0187
 EJ0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1099 ***********************************************************************
 FG1099  DESIGNATION -  T 253 RESET
 FG1099  PID         -  FG1099
 FG1099  STATE/COUNTY-  AR/LOGAN
 FG1099  USGS QUAD   -  DELAWARE (1993)
 FG1099
 FG1099                         *CURRENT SURVEY CONTROL
 FG1099  ___________________________________________________________________
 FG1099* NAD 83(1986)-  35 16 55.     (N)    093 21 56.     (W)     SCALED    
 FG1099* NAVD 88     -       140.26   (meters)     460.2    (feet)  RESET     
 FG1099  ___________________________________________________________________
 FG1099  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 FG1099
 FG1099  VERT ORDER  -  THIRD
 FG1099
 FG1099.The horizontal coordinates were scaled from a topographic map and have
 FG1099.an estimated accuracy of +/- 6 seconds.
 FG1099
 FG1099.The orthometric height was computed from unverified reset data.
 FG1099
 FG1099.The geoid height was determined by GEOID03.
 FG1099
 FG1099;                    North         East    Units  Estimated Accuracy
 FG1099;SPC AR N     -   106,100.      275,780.      MT  (+/- 180 meters Scaled)
 FG1099
 FG1099                          SUPERSEDED SURVEY CONTROL
 FG1099
 FG1099.No superseded survey control is available for this station.
 FG1099
 FG1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV667043(NAD 83)
 FG1099_MARKER: DB = BENCH MARK DISK
 FG1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1099_STAMPING: T 253 RESET 1966
 FG1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1099+STABILITY: SURFACE MOTION
 FG1099
 FG1099  HISTORY     - Date     Condition        Report By
 FG1099  HISTORY     - 1966     MONUMENTED       CGS
 FG1099  HISTORY     - 1984     GOOD             NGS
 FG1099
 FG1099                          STATION DESCRIPTION
 FG1099
 FG1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FG1099'3.0 MI E FROM NEW BLAINE.
 FG1099'3.0 MILES EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE IN NEW
 FG1099'BLAINE, 37 PACES WEST OF A LINE WITH THE WEST SIDE OF A FARMHOUSE, 60
 FG1099'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 22, 9.5 FEET WEST OF THE
 FG1099'EAST END OF A FENCE, 9.5 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 FG1099'BUILDING, 1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF AN
 FG1099'EAST-WEST FENCE, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 FG1099'PROJECTS 4 INCHES.
 FG1099
 FG1099                          STATION RECOVERY (1984)
 FG1099
 FG1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1099'4.3 KM (2.7 MI) EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE IN
 FG1099'NEW BLAINE AT A DRIVEWAY LEAVING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1222 ***********************************************************************
 FG1222  DESIGNATION -  T 254
 FG1222  PID         -  FG1222
 FG1222  STATE/COUNTY-  AR/LOGAN
 FG1222  USGS QUAD   -  PARIS (1993)
 FG1222
 FG1222                         *CURRENT SURVEY CONTROL
 FG1222  ___________________________________________________________________
 FG1222* NAD 83(1986)-  35 22 03.     (N)    093 37 38.     (W)     SCALED    
 FG1222* NAVD 88     -       111.473  (meters)     365.72   (feet)  ADJUSTED  
 FG1222  ___________________________________________________________________
 FG1222  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FG1222  DYNAMIC HT  -         111.369 (meters)     365.38  (feet)  COMP
 FG1222  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FG1222
 FG1222  VERT ORDER  -  SECOND    CLASS 0
 FG1222
 FG1222.The horizontal coordinates were scaled from a topographic map and have
 FG1222.an estimated accuracy of +/- 6 seconds.
 FG1222
 FG1222.The orthometric height was determined by differential leveling
 FG1222.and adjusted by the National Geodetic Survey in June 1991..
 FG1222
 FG1222.The geoid height was determined by GEOID03.
 FG1222
 FG1222.The dynamic height is computed by dividing the NAVD 88
 FG1222.geopotential number by the normal gravity value computed on the
 FG1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1222.degrees latitude (g = 980.6199 gals.).
 FG1222
 FG1222.The modeled gravity was interpolated from observed gravity values.
 FG1222
 FG1222;                    North         East    Units  Estimated Accuracy
 FG1222;SPC AR N     -   115,950.      252,140.      MT  (+/- 180 meters Scaled)
 FG1222
 FG1222                          SUPERSEDED SURVEY CONTROL
 FG1222
 FG1222  NGVD 29 (??/??/92)  111.435  (m)          365.60   (f) ADJ UNCH    2 0
 FG1222
 FG1222.Superseded values are not recommended for survey control.
 FG1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1222.See file dsdata.txt to determine how the superseded data were derived.
 FG1222
 FG1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV430139(NAD 83)
 FG1222_MARKER: DB = BENCH MARK DISK
 FG1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1222_STAMPING: T 254 1940
 FG1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1222+STABILITY: SURFACE MOTION
 FG1222
 FG1222  HISTORY     - Date     Condition        Report By
 FG1222  HISTORY     - 1940     MONUMENTED       CGS
 FG1222  HISTORY     - 1959     GOOD             NGS
 FG1222  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1222
 FG1222                          STATION DESCRIPTION
 FG1222
 FG1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1222'6.6 MI NE FROM KALAMAZOO.
 FG1222'THIS MARK IS ABOUT 6.5 MILES SOUTHWEST OF MORRISON BLUFF.  THE MAIN
 FG1222'ROAD HAS BEEN CHANGED AND NOW PASSES ABOUT 0.05 MILE SOUTH OF THE
 FG1222'HOUSE REFERRED TO AS THE SPICER HOUSE.  OTHERWISE AS DESCRIBED IN
 FG1222'DESCRIPTION REPRINTED 2-17-58.  0.9 MILE SOUTHEAST ALONG A GRAVEL ROAD
 FG1222'FROM KALAMAZOO, THENCE 0.7 MILE NORTH AND 0.3 MILE EAST ALONG THE
 FG1222'ROAD, THENCE 0.7 MILE EAST ALONG A DIRT-ROAD, THENCE 0.5 MILE NORTH
 FG1222'AND 1.0 MILE EAST OF A ROAD FORK AND A BEND IN THE LEVEE, THENCE 0.5
 FG1222'MILE SOUTH ALONG A ROAD LEADING OVER A CREEK, AND THENCE 1.5 MILES
 FG1222'EAST ALONG A GRADED DIRT ROAD.  70 FEET NORTH OF THE CENTERLINE OF THE
 FG1222'ROAD, 29 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE A. F. SPICER
 FG1222'HOUSE, 5 FEET NORTH OF THE CORNER OF THE PICKET FENCE AROUND THE LAWN,
 FG1222'2 FEET WEST OF THE PICKET FENCE, AND 1.5 FEET SOUTH OF A WIRE FENCE.
 FG1222
 FG1222                          STATION RECOVERY (1984)
 FG1222
 FG1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0195 ***********************************************************************
 FH0195  DESIGNATION -  T 256
 FH0195  PID         -  FH0195
 FH0195  STATE/COUNTY-  AR/SEBASTIAN
 FH0195  USGS QUAD   -  LAVACA (1997)
 FH0195
 FH0195                         *CURRENT SURVEY CONTROL
 FH0195  ___________________________________________________________________
 FH0195* NAD 83(1986)-  35 20 24.     (N)    094 10 32.     (W)     SCALED    
 FH0195* NAVD 88     -       124.571  (meters)     408.70   (feet)  ADJUSTED  
 FH0195  ___________________________________________________________________
 FH0195  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FH0195  DYNAMIC HT  -         124.454 (meters)     408.31  (feet)  COMP
 FH0195  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 FH0195
 FH0195  VERT ORDER  -  FIRST     CLASS II
 FH0195
 FH0195.The horizontal coordinates were scaled from a topographic map and have
 FH0195.an estimated accuracy of +/- 6 seconds.
 FH0195
 FH0195.The orthometric height was determined by differential leveling
 FH0195.and adjusted by the National Geodetic Survey in June 1991..
 FH0195
 FH0195.The geoid height was determined by GEOID03.
 FH0195
 FH0195.The dynamic height is computed by dividing the NAVD 88
 FH0195.geopotential number by the normal gravity value computed on the
 FH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0195.degrees latitude (g = 980.6199 gals.).
 FH0195
 FH0195.The modeled gravity was interpolated from observed gravity values.
 FH0195
 FH0195;                    North         East    Units  Estimated Accuracy
 FH0195;SPC AR N     -   113,870.      202,250.      MT  (+/- 180 meters Scaled)
 FH0195
 FH0195                          SUPERSEDED SURVEY CONTROL
 FH0195
 FH0195  NGVD 29 (??/??/92)  124.473  (m)          408.38   (f) ADJ UNCH    1 2
 FH0195
 FH0195.Superseded values are not recommended for survey control.
 FH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0195.See file dsdata.txt to determine how the superseded data were derived.
 FH0195
 FH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV931113(NAD 83)
 FH0195_MARKER: DB = BENCH MARK DISK
 FH0195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0195_STAMPING: T 256 1940
 FH0195_MARK LOGO: CGS   
 FH0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0195+STABILITY: SURFACE MOTION
 FH0195
 FH0195  HISTORY     - Date     Condition        Report By
 FH0195  HISTORY     - 1940     MONUMENTED       CGS
 FH0195  HISTORY     - 1959     GOOD             NGS
 FH0195  HISTORY     - 1984     GOOD             NGS
 FH0195  HISTORY     - 1988     GOOD             USPSQD
 FH0195  HISTORY     - 1989     GOOD             USPSQD
 FH0195  HISTORY     - 1990     GOOD             USPSQD
 FH0195
 FH0195                          STATION DESCRIPTION
 FH0195
 FH0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0195'AT LAVACA.
 FH0195'AT LAVACA, ON THE MISSOURI PACIFIC RAILROAD, 0.1 MILE WEST OF
 FH0195'A LOADING PLATFORM, 35 FEET NORTHEAST OF THE CENTER OF A
 FH0195'DIRT-ROAD CROSSING, 16.3 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FH0195'AT A CONCRETE CULVERT UNDER THE TRACK, AND IN THE EAST END OF THE
 FH0195'NORTH HEADWALL.
 FH0195
 FH0195                          STATION RECOVERY (1984)
 FH0195
 FH0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0195'RECOVERED IN GOOD CONDITION.  NOTE, AT THE CROSSING OF DAVIS STREET
 FH0195'AND RAILROAD TRACKS.
 FH0195'THE MARK IS 0.03 M BELOW DAVIS STREET.
 FH0195
 FH0195                          STATION RECOVERY (1988)
 FH0195
 FH0195'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0195'RECOVERED IN GOOD CONDITION.
 FH0195
 FH0195                          STATION RECOVERY (1989)
 FH0195
 FH0195'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0195'RECOVERED IN GOOD CONDITION.
 FH0195
 FH0195                          STATION RECOVERY (1990)
 FH0195
 FH0195'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1131 ***********************************************************************
 DL1131  DESIGNATION -  T 258
 DL1131  PID         -  DL1131
 DL1131  STATE/COUNTY-  AR/MILLER
 DL1131  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1131
 DL1131                         *CURRENT SURVEY CONTROL
 DL1131  ___________________________________________________________________
 DL1131* NAD 83(1986)-  33 12 56.     (N)    093 45 20.     (W)     SCALED    
 DL1131* NAVD 88     -        65.897  (meters)     216.20   (feet)  ADJUSTED  
 DL1131  ___________________________________________________________________
 DL1131  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DL1131  DYNAMIC HT  -          65.825 (meters)     215.96  (feet)  COMP
 DL1131  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 DL1131
 DL1131  VERT ORDER  -  FIRST     CLASS I
 DL1131
 DL1131.The horizontal coordinates were scaled from a topographic map and have
 DL1131.an estimated accuracy of +/- 6 seconds.
 DL1131
 DL1131.The orthometric height was determined by differential leveling
 DL1131.and adjusted by the National Geodetic Survey in June 1991..
 DL1131
 DL1131.The geoid height was determined by GEOID03.
 DL1131
 DL1131.The dynamic height is computed by dividing the NAVD 88
 DL1131.geopotential number by the normal gravity value computed on the
 DL1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1131.degrees latitude (g = 980.6199 gals.).
 DL1131
 DL1131.The modeled gravity was interpolated from observed gravity values.
 DL1131
 DL1131;                    North         East    Units  Estimated Accuracy
 DL1131;SPC AR S     -   462,280.      236,340.      MT  (+/- 180 meters Scaled)
 DL1131
 DL1131                          SUPERSEDED SURVEY CONTROL
 DL1131
 DL1131  NGVD 29 (??/??/??)   65.925  (m)          216.29   (f) ADJUSTED    1 1
 DL1131
 DL1131.Superseded values are not recommended for survey control.
 DL1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1131.See file dsdata.txt to determine how the superseded data were derived.
 DL1131
 DL1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS295754(NAD 83)
 DL1131_MARKER: DB = BENCH MARK DISK
 DL1131_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1131+WITH SETTING: INTO GROUND
 DL1131_SP_SET: METAL ROD WITH BASE PLATE
 DL1131_STAMPING: T 258 1977
 DL1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1131+STABILITY: SURFACE MOTION
 DL1131
 DL1131  HISTORY     - Date     Condition        Report By
 DL1131  HISTORY     - 1977     MONUMENTED       NGS
 DL1131
 DL1131                          STATION DESCRIPTION
 DL1131
 DL1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1131'16.4 MI SW FROM GARLAND.
 DL1131'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1131'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1131'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1131'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO A
 DL1131'T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG A GRAVEL
 DL1131'ROAD TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG GRAVEL ROAD
 DL1131'TO A T JUNCTION, THENCE 3.7 MILES EAST AND SOUTHERLY ALONG
 DL1131'GRAVEL ROAD TO A T JUNCTION, THENCE 2.1 MILES SOUTH AND
 DL1131'SOUTHWEST ALONG GRAVEL ROAD, 43 FEET NORTHWEST OF THE CENTER
 DL1131'OF TOP OF LEVEE, 20 FEET EAST OF CENTER OF ROAD, AND 1 FOOT
 DL1131'SOUTHWEST OF A FENCE AT TOE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1102 ***********************************************************************
 DL1102  DESIGNATION -  T 259
 DL1102  PID         -  DL1102
 DL1102  STATE/COUNTY-  AR/MILLER
 DL1102  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1102
 DL1102                         *CURRENT SURVEY CONTROL
 DL1102  ___________________________________________________________________
 DL1102* NAD 83(1986)-  33 03 33.     (N)    093 51 26.     (W)     SCALED    
 DL1102* NAVD 88     -        99.277  (meters)     325.71   (feet)  ADJUSTED  
 DL1102  ___________________________________________________________________
 DL1102  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL1102  DYNAMIC HT  -          99.168 (meters)     325.35  (feet)  COMP
 DL1102  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 DL1102
 DL1102  VERT ORDER  -  FIRST     CLASS I
 DL1102
 DL1102.The horizontal coordinates were scaled from a topographic map and have
 DL1102.an estimated accuracy of +/- 6 seconds.
 DL1102
 DL1102.The orthometric height was determined by differential leveling
 DL1102.and adjusted by the National Geodetic Survey in June 1991..
 DL1102
 DL1102.The geoid height was determined by GEOID03.
 DL1102
 DL1102.The dynamic height is computed by dividing the NAVD 88
 DL1102.geopotential number by the normal gravity value computed on the
 DL1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1102.degrees latitude (g = 980.6199 gals.).
 DL1102
 DL1102.The modeled gravity was interpolated from observed gravity values.
 DL1102
 DL1102;                    North         East    Units  Estimated Accuracy
 DL1102;SPC AR S     -   445,110.      226,550.      MT  (+/- 180 meters Scaled)
 DL1102
 DL1102                          SUPERSEDED SURVEY CONTROL
 DL1102
 DL1102  NGVD 29 (??/??/??)   99.313  (m)          325.83   (f) ADJUSTED    1 1
 DL1102
 DL1102.Superseded values are not recommended for survey control.
 DL1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1102.See file dsdata.txt to determine how the superseded data were derived.
 DL1102
 DL1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS199581(NAD 83)
 DL1102_MARKER: DB = BENCH MARK DISK
 DL1102_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1102+WITH SETTING: INTO GROUND
 DL1102_SP_SET: METAL ROD WITH BASE PLATE
 DL1102_STAMPING: T 259 1977
 DL1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1102+STABILITY: SURFACE MOTION
 DL1102
 DL1102  HISTORY     - Date     Condition        Report By
 DL1102  HISTORY     - 1977     MONUMENTED       NGS
 DL1102
 DL1102                          STATION DESCRIPTION
 DL1102
 DL1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1102'4.8 MI SE FROM DODDRIDGE.
 DL1102'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1102'U.S. HIGHWAY 71 AT DODDRIDGE TO A FORK, THENCE 0.2 MILE SOUTH
 DL1102'TO A FORK, THENCE 0.6 MILE SOUTH TO A ROAD LEADING WEST, CONTINUE
 DL1102'SOUTHEAST FOR 1.9 MILES TO A GRAVEL ROAD LEADING EAST CROSSING
 DL1102'A CATTLE GUARD, 57 FEET NORTHEAST OF CENTER OF INTERSECTION OF
 DL1102'2 ROADS, 37 FEET NORTHWEST OF CENTER OF CATTLE GUARD, AND 11 FEET
 DL1102'SOUTH OF A 2 FOOT IN DIAMETER OAK TREE WITH TRIANGLE BLAZE ON
 DL1102'WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0066 ***********************************************************************
 GG0066  DESIGNATION -  T 26
 GG0066  PID         -  GG0066
 GG0066  STATE/COUNTY-  AR/BENTON
 GG0066  USGS QUAD   -  ROGERS (1976)
 GG0066
 GG0066                         *CURRENT SURVEY CONTROL
 GG0066  ___________________________________________________________________
 GG0066* NAD 83(1986)-  36 18 14.     (N)    094 07 25.     (W)     SCALED    
 GG0066* NAVD 88     -       411.099  (meters)    1348.75   (feet)  ADJUSTED  
 GG0066  ___________________________________________________________________
 GG0066  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GG0066  DYNAMIC HT  -         410.734 (meters)    1347.55  (feet)  COMP
 GG0066  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 GG0066
 GG0066  VERT ORDER  -  FIRST     CLASS II
 GG0066
 GG0066.The horizontal coordinates were scaled from a topographic map and have
 GG0066.an estimated accuracy of +/- 6 seconds.
 GG0066
 GG0066.The orthometric height was determined by differential leveling
 GG0066.and adjusted by the National Geodetic Survey in June 1991..
 GG0066
 GG0066.The geoid height was determined by GEOID03.
 GG0066
 GG0066.The dynamic height is computed by dividing the NAVD 88
 GG0066.geopotential number by the normal gravity value computed on the
 GG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0066.degrees latitude (g = 980.6199 gals.).
 GG0066
 GG0066.The modeled gravity was interpolated from observed gravity values.
 GG0066
 GG0066;                    North         East    Units  Estimated Accuracy
 GG0066;SPC AR N     -   220,680.      209,280.      MT  (+/- 180 meters Scaled)
 GG0066
 GG0066                          SUPERSEDED SURVEY CONTROL
 GG0066
 GG0066  NGVD 29 (??/??/92)  410.957  (m)         1348.28   (f) ADJ UNCH    1 2
 GG0066
 GG0066.Superseded values are not recommended for survey control.
 GG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0066.See file dsdata.txt to determine how the superseded data were derived.
 GG0066
 GG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA991182(NAD 83)
 GG0066_MARKER: DB = BENCH MARK DISK
 GG0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0066_STAMPING: 1348.281 T 26 1932
 GG0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0066+STABILITY: SURFACE MOTION
 GG0066
 GG0066  HISTORY     - Date     Condition        Report By
 GG0066  HISTORY     - 1932     MONUMENTED       CGS
 GG0066  HISTORY     - 1944     GOOD             NGS
 GG0066  HISTORY     - 1987     GOOD             USPSQD
 GG0066  HISTORY     - 1987     GOOD             USPSQD
 GG0066  HISTORY     - 1988     GOOD             USPSQD
 GG0066  HISTORY     - 1988     GOOD             USPSQD
 GG0066  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0066
 GG0066                          STATION DESCRIPTION
 GG0066
 GG0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GG0066'1.9 MI S FROM ROGERS.
 GG0066'1.9 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0066'ROGERS, BENTON COUNTY, 27-1/2 POLES SOUTH OF MILEPOST 334, AT A
 GG0066'ROAD CROSSING, 50 FEET SOUTH OF THE ROAD, AND 35 FEET EAST OF THE
 GG0066'TRACK.  A STANDARD DISK, STAMPED 1348.281 T 26 1932 AND SET
 GG0066'IN THE TOP OF A CONCRETE POST.
 GG0066
 GG0066                          STATION RECOVERY (1987)
 GG0066
 GG0066'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0066'RECOVERED IN GOOD CONDITION.
 GG0066
 GG0066                          STATION RECOVERY (1987)
 GG0066
 GG0066'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0066'RECOVERED IN GOOD CONDITION.
 GG0066
 GG0066                          STATION RECOVERY (1988)
 GG0066
 GG0066'RECOVERY NOTE BY US POWER SQUADRON 1988 (AMH)
 GG0066'RECOVERED IN GOOD CONDITION.
 GG0066
 GG0066                          STATION RECOVERY (1988)
 GG0066
 GG0066'RECOVERY NOTE BY US POWER SQUADRON 1988 (VWK)
 GG0066'RECOVERED IN GOOD CONDITION.
 GG0066
 GG0066                          STATION RECOVERY (1989)
 GG0066
 GG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0066'THERE IS A SPUR TRACK AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1162 ***********************************************************************
 DL1162  DESIGNATION -  T 260
 DL1162  PID         -  DL1162
 DL1162  STATE/COUNTY-  AR/MILLER
 DL1162  USGS QUAD   -  BOYD HILL (1975)
 DL1162
 DL1162                         *CURRENT SURVEY CONTROL
 DL1162  ___________________________________________________________________
 DL1162* NAD 83(1986)-  33 29 12.     (N)    093 44 21.     (W)     SCALED    
 DL1162* NAVD 88     -        74.703  (meters)     245.09   (feet)  ADJUSTED  
 DL1162  ___________________________________________________________________
 DL1162  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DL1162  DYNAMIC HT  -          74.623 (meters)     244.83  (feet)  COMP
 DL1162  MODELED GRAV-     979,576.3   (mgal)                       NAVD 88
 DL1162
 DL1162  VERT ORDER  -  FIRST     CLASS I
 DL1162
 DL1162.The horizontal coordinates were scaled from a topographic map and have
 DL1162.an estimated accuracy of +/- 6 seconds.
 DL1162
 DL1162.The orthometric height was determined by differential leveling
 DL1162.and adjusted by the National Geodetic Survey in June 1991..
 DL1162
 DL1162.The geoid height was determined by GEOID03.
 DL1162
 DL1162.The dynamic height is computed by dividing the NAVD 88
 DL1162.geopotential number by the normal gravity value computed on the
 DL1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1162.degrees latitude (g = 980.6199 gals.).
 DL1162
 DL1162.The modeled gravity was interpolated from observed gravity values.
 DL1162
 DL1162;                    North         East    Units  Estimated Accuracy
 DL1162;SPC AR S     -   492,320.      238,380.      MT  (+/- 180 meters Scaled)
 DL1162
 DL1162                          SUPERSEDED SURVEY CONTROL
 DL1162
 DL1162  NGVD 29 (??/??/??)   74.721  (m)          245.15   (f) ADJUSTED    1 1
 DL1162
 DL1162.Superseded values are not recommended for survey control.
 DL1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1162.See file dsdata.txt to determine how the superseded data were derived.
 DL1162
 DL1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT313054(NAD 83)
 DL1162_MARKER: DB = BENCH MARK DISK
 DL1162_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1162_SP_SET: COPPER-CLAD STEEL ROD
 DL1162_STAMPING: T 260 1977
 DL1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1162
 DL1162  HISTORY     - Date     Condition        Report By
 DL1162  HISTORY     - 1977     MONUMENTED       NGS
 DL1162
 DL1162                          STATION DESCRIPTION
 DL1162
 DL1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1162'6.2 MI NORTH FROM BECK.
 DL1162'1.3 MILES NORTH ON STATE HIGHWAY 296 FROM THE JUNCTION OF US HIGHWAY
 DL1162'82, THENCE 2.9 MILES NORTH ALONG THE TOP OF THE LEVEE, 34 FEET SOUTHWE
 DL1162'OF THE CENTER OF THE TOP OF THE LEVEE, 18 FEET NORTHEAST OF THE CENTER
 DL1162'OF THE ROAD, 56 FEET NORTHEAST AND ACROSS THE ROAD FROM A POWER
 DL1162'LINE POLE, 10 FEET NORTH OF A POWER LINE BRACE POLE WITH A GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0143 ***********************************************************************
 FH0143  DESIGNATION -  T 28
 FH0143  PID         -  FH0143
 FH0143  STATE/COUNTY-  AR/CRAWFORD
 FH0143  USGS QUAD   -  VAN BUREN (1997)
 FH0143
 FH0143                         *CURRENT SURVEY CONTROL
 FH0143  ___________________________________________________________________
 FH0143* NAD 83(1986)-  35 26 07.     (N)    094 21 39.     (W)     SCALED    
 FH0143* NAVD 88     -       128.031  (meters)     420.05   (feet)  ADJUSTED  
 FH0143  ___________________________________________________________________
 FH0143  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FH0143  DYNAMIC HT  -         127.911 (meters)     419.65  (feet)  COMP
 FH0143  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FH0143
 FH0143  VERT ORDER  -  FIRST     CLASS II
 FH0143
 FH0143.The horizontal coordinates were scaled from a topographic map and have
 FH0143.an estimated accuracy of +/- 6 seconds.
 FH0143
 FH0143.The orthometric height was determined by differential leveling
 FH0143.and adjusted by the National Geodetic Survey in June 1991..
 FH0143
 FH0143.The geoid height was determined by GEOID03.
 FH0143
 FH0143.The dynamic height is computed by dividing the NAVD 88
 FH0143.geopotential number by the normal gravity value computed on the
 FH0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0143.degrees latitude (g = 980.6199 gals.).
 FH0143
 FH0143.The modeled gravity was interpolated from observed gravity values.
 FH0143
 FH0143;                    North         East    Units  Estimated Accuracy
 FH0143;SPC AR N     -   124,820.      185,670.      MT  (+/- 180 meters Scaled)
 FH0143
 FH0143                          SUPERSEDED SURVEY CONTROL
 FH0143
 FH0143  NGVD 29 (??/??/92)  127.942  (m)          419.76   (f) ADJ UNCH    1 2
 FH0143
 FH0143.Superseded values are not recommended for survey control.
 FH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0143.See file dsdata.txt to determine how the superseded data were derived.
 FH0143
 FH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV764221(NAD 83)
 FH0143_MARKER: DB = BENCH MARK DISK
 FH0143_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0143_SP_SET: ABUTMENT
 FH0143_STAMPING: T 28 1932 419.760
 FH0143_MARK LOGO: CGS   
 FH0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0143+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1989
 FH0143
 FH0143  HISTORY     - Date     Condition        Report By
 FH0143  HISTORY     - 1932     MONUMENTED       CGS
 FH0143  HISTORY     - 1959     GOOD             NGS
 FH0143  HISTORY     - 1968     GOOD             USE
 FH0143  HISTORY     - 1987     GOOD             USPSQD
 FH0143  HISTORY     - 1989     GOOD             USPSQD
 FH0143  HISTORY     - 19891102 GOOD             NGS
 FH0143
 FH0143                          STATION DESCRIPTION
 FH0143
 FH0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0143'AT VAN BUREN.
 FH0143'AT VAN BUREN, CRAWFORD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 FH0143'RAILWAY, AT BRIDGE 410.6 OVER ARKANSAS RIVER, ON THE NORTH SIDE
 FH0143'OF THE RIVER, WEST OF THE TRACK, AND IN THE TOP OF THE STONE
 FH0143'MASONRY BACKWALL.  A STANDARD DISK, STAMPED 419.760 T 28 1932.
 FH0143
 FH0143                          STATION RECOVERY (1968)
 FH0143
 FH0143'RECOVERY NOTE BY US ENGINEERS 1968
 FH0143'RECOVERED IN GOOD CONDITION.
 FH0143
 FH0143                          STATION RECOVERY (1987)
 FH0143
 FH0143'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0143'RECOVERED IN GOOD CONDITION.
 FH0143
 FH0143                          STATION RECOVERY (1989)
 FH0143
 FH0143'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 FH0143'RECOVERED IN GOOD CONDITION.
 FH0143
 FH0143                          STATION RECOVERY (1989)
 FH0143
 FH0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0143'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN VAN
 FH0143'BUREN.  AT THE INTERSECTION OF THE ARKANSAS AND MISSOURI RAILROAD AND
 FH0143'THE ARKANSAS RIVER, IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH
 FH0143'END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE
 FH0143'RIVER, 2.2 M (7.2 FT) NORTH OF THE NEAR RAIL, AND 0.5 M (1.6 FT)
 FH0143'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1627 ***********************************************************************
 EJ1627  DESIGNATION -  T 287
 EJ1627  PID         -  EJ1627
 EJ1627  STATE/COUNTY-  AR/PULASKI
 EJ1627  USGS QUAD   -  WOODSON (1987)
 EJ1627
 EJ1627                         *CURRENT SURVEY CONTROL
 EJ1627  ___________________________________________________________________
 EJ1627* NAD 83(1986)-  34 31 44.     (N)    092 12 39.     (W)     SCALED    
 EJ1627* NAVD 88     -        75.893  (meters)     248.99   (feet)  ADJUSTED  
 EJ1627  ___________________________________________________________________
 EJ1627  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EJ1627  DYNAMIC HT  -          75.821 (meters)     248.76  (feet)  COMP
 EJ1627  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 EJ1627
 EJ1627  VERT ORDER  -  FIRST     CLASS II
 EJ1627
 EJ1627.The horizontal coordinates were scaled from a topographic map and have
 EJ1627.an estimated accuracy of +/- 6 seconds.
 EJ1627
 EJ1627.The orthometric height was determined by differential leveling
 EJ1627.and adjusted by the National Geodetic Survey in June 1991..
 EJ1627
 EJ1627.The geoid height was determined by GEOID03.
 EJ1627
 EJ1627.The dynamic height is computed by dividing the NAVD 88
 EJ1627.geopotential number by the normal gravity value computed on the
 EJ1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1627.degrees latitude (g = 980.6199 gals.).
 EJ1627
 EJ1627.The modeled gravity was interpolated from observed gravity values.
 EJ1627
 EJ1627;                    North         East    Units  Estimated Accuracy
 EJ1627;SPC AR S     -   606,570.      380,650.      MT  (+/- 180 meters Scaled)
 EJ1627
 EJ1627                          SUPERSEDED SURVEY CONTROL
 EJ1627
 EJ1627.No superseded survey control is available for this station.
 EJ1627
 EJ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU724210(NAD 83)
 EJ1627_MARKER: I = METAL ROD
 EJ1627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1627_SP_SET: STAINLESS STEEL ROD
 EJ1627_STAMPING: T 287 1984
 EJ1627_MARK LOGO: NGS   
 EJ1627_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1627_ROD/PIPE-DEPTH: 8.53 meters
 EJ1627
 EJ1627  HISTORY     - Date     Condition        Report By
 EJ1627  HISTORY     - 1984     MONUMENTED       NGS
 EJ1627  HISTORY     - 1988     GOOD             USPSQD
 EJ1627  HISTORY     - 1988     GOOD             USPSQD
 EJ1627  HISTORY     - 1989     GOOD             USPSQD
 EJ1627  HISTORY     - 1989     GOOD             USPSQD
 EJ1627  HISTORY     - 1990     GOOD             USPSQD
 EJ1627  HISTORY     - 1990     GOOD             USPSQD
 EJ1627
 EJ1627                          STATION DESCRIPTION
 EJ1627
 EJ1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1627'IN WOODSON.
 EJ1627'IN WOODSON, AT THE CROSSING OF STATE HIGHWAY 365 AND THE MISSOURI
 EJ1627'PACIFIC RAILROAD AND IS BETWEEN RAILROAD STREET AND THE TRACKS SOUTH
 EJ1627'OF A POWER LINE POLE WITH A ELECTRIC METER ATTACHED, 15.39 METERS
 EJ1627'(50.5 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 9.96 METERS
 EJ1627'(32.7 FT) EAST OF THE EAST RAIL, 7.01 METERS (23.0 FT) WEST OF THE
 EJ1627'CENTER OF RAILROAD STREET, 6.88 METERS (22.6 FT) EAST OF A RAILROAD
 EJ1627'SIGNAL LIGHT POLE NUMBER 3627, 17.00 METERS (55.8 FT) NORTHWEST AND
 EJ1627'ACROSS THE STREET FROM A POWER LINE POLE, 0.76 METERS (2.5 FT) SOUTH
 EJ1627'OF THE POWER LINE POLE WITH THE ELECTRIC METER NUMBER 639957.  NOTE,
 EJ1627'THE ROD ANCHORED AT THIS DEPTH, THE DRIVING RATE WAS EXCEEDED.
 EJ1627'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EJ1627'THE MARK IS 0.4 M BELOW TRACKS.
 EJ1627
 EJ1627                          STATION RECOVERY (1988)
 EJ1627
 EJ1627'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ1627'RECOVERED IN GOOD CONDITION.
 EJ1627
 EJ1627                          STATION RECOVERY (1988)
 EJ1627
 EJ1627'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1627'RECOVERED IN GOOD CONDITION.
 EJ1627
 EJ1627                          STATION RECOVERY (1989)
 EJ1627
 EJ1627'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1627'RECOVERED IN GOOD CONDITION.
 EJ1627
 EJ1627                          STATION RECOVERY (1989)
 EJ1627
 EJ1627'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1627'RECOVERED IN GOOD CONDITION.
 EJ1627
 EJ1627                          STATION RECOVERY (1990)
 EJ1627
 EJ1627'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1627'RECOVERED IN GOOD CONDITION.
 EJ1627
 EJ1627                          STATION RECOVERY (1990)
 EJ1627
 EJ1627'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1657 ***********************************************************************
 EJ1657  DESIGNATION -  T 288
 EJ1657  PID         -  EJ1657
 EJ1657  STATE/COUNTY-  AR/JEFFERSON
 EJ1657  USGS QUAD   -  PINE BLUFF (1984)
 EJ1657
 EJ1657                         *CURRENT SURVEY CONTROL
 EJ1657  ___________________________________________________________________
 EJ1657* NAD 83(1986)-  34 13 46.     (N)    092 00 13.     (W)     SCALED    
 EJ1657* NAVD 88     -        67.781  (meters)     222.38   (feet)  ADJUSTED  
 EJ1657  ___________________________________________________________________
 EJ1657  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EJ1657  DYNAMIC HT  -          67.716 (meters)     222.16  (feet)  COMP
 EJ1657  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EJ1657
 EJ1657  VERT ORDER  -  FIRST     CLASS II
 EJ1657
 EJ1657.The horizontal coordinates were scaled from a topographic map and have
 EJ1657.an estimated accuracy of +/- 6 seconds.
 EJ1657
 EJ1657.The orthometric height was determined by differential leveling
 EJ1657.and adjusted by the National Geodetic Survey in June 1991..
 EJ1657
 EJ1657.The geoid height was determined by GEOID03.
 EJ1657
 EJ1657.The dynamic height is computed by dividing the NAVD 88
 EJ1657.geopotential number by the normal gravity value computed on the
 EJ1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1657.degrees latitude (g = 980.6199 gals.).
 EJ1657
 EJ1657.The modeled gravity was interpolated from observed gravity values.
 EJ1657
 EJ1657;                    North         East    Units  Estimated Accuracy
 EJ1657;SPC AR S     -   573,330.      399,670.      MT  (+/- 180 meters Scaled)
 EJ1657
 EJ1657                          SUPERSEDED SURVEY CONTROL
 EJ1657
 EJ1657.No superseded survey control is available for this station.
 EJ1657
 EJ1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT917880(NAD 83)
 EJ1657_MARKER: I = METAL ROD
 EJ1657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ1657_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ1657_STAMPING: T 288 1984
 EJ1657_MARK LOGO: NGS   
 EJ1657_PROJECTION: FLUSH
 EJ1657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1657+STABILITY: POSITION/ELEVATION WELL
 EJ1657_ROD/PIPE-DEPTH: 30.5 meters
 EJ1657_SLEEVE-DEPTH  : 6.1 meters
 EJ1657
 EJ1657  HISTORY     - Date     Condition        Report By
 EJ1657  HISTORY     - 1984     MONUMENTED       NGS
 EJ1657  HISTORY     - 1987     GOOD             USPSQD
 EJ1657  HISTORY     - 1988     GOOD             USPSQD
 EJ1657  HISTORY     - 1988     GOOD             USPSQD
 EJ1657  HISTORY     - 1989     GOOD             USPSQD
 EJ1657  HISTORY     - 1989     GOOD             USPSQD
 EJ1657  HISTORY     - 1990     GOOD             USPSQD
 EJ1657
 EJ1657                          STATION DESCRIPTION
 EJ1657
 EJ1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1657'IN PINE BLUFF.
 EJ1657'IN PINE BLUFF, AT THE JUNCTION OF WEST COURT STREET AND WEST BARBAQUE
 EJ1657'STREET, SET NEAR THE SOUTHWEST CORNER OF THE JEFFERSON COUNTY
 EJ1657'COURTHOUSE, 13.9 METERS (45.7 FT) NORTH OF THE CENTER LINE OF WEST
 EJ1657'BARBAQUE STREET, 35.7 METERS (117.0 FT) WEST OF THE EXTENDED CENTER OF
 EJ1657'WEST COURT STREET, 8.1 METERS (26.7 FT) SOUTHEAST OF THE SOUTHWEST
 EJ1657'CORNER OF THE COURTHOUSE, 2.3 METERS (7.4 FT) SOUTHWEST OF THE
 EJ1657'SOUTHWEST CORNER OF THE MARBLE BLOCK MONUMENT HONORING AUGUSTELA
 EJ1657'SERVILLE OF AMERICAN REVOLUTION, 2.3 METERS (7.6 FT) NORTH OF THE
 EJ1657'NORTH EDGE OF AN EAST-WEST SIDEWALK, 6.9 METERS (22.7 FT) WEST OF THE
 EJ1657'WEST EDGE OF A NORTH-SOUTH SIDEWALK LEADING TO A WHEELCHAIR RAMP,
 EJ1657'6.0 METERS (19.8 FT) EAST OF A BATTLE OF PINE BLUFF SIGN, 12.8 METERS
 EJ1657'(42.1 FT) NORTHEAST OF A FIRE HYDRANT, 5.9 METERS (19.4 FT) SOUTH OF
 EJ1657'THE SOUTH FACE OF THE COURTHOUSE BUILDING.
 EJ1657'THE MARK IS 0.31 M ABOVE STREET.
 EJ1657
 EJ1657                          STATION RECOVERY (1987)
 EJ1657
 EJ1657'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EJ1657'RECOVERED IN GOOD CONDITION.
 EJ1657
 EJ1657                          STATION RECOVERY (1988)
 EJ1657
 EJ1657'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAR)
 EJ1657'RECOVERED IN GOOD CONDITION.
 EJ1657
 EJ1657                          STATION RECOVERY (1988)
 EJ1657
 EJ1657'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1657'RECOVERED IN GOOD CONDITION.
 EJ1657
 EJ1657                          STATION RECOVERY (1989)
 EJ1657
 EJ1657'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1657'RECOVERED IN GOOD CONDITION.
 EJ1657
 EJ1657                          STATION RECOVERY (1989)
 EJ1657
 EJ1657'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EJ1657'RECOVERED IN GOOD CONDITION.
 EJ1657
 EJ1657                          STATION RECOVERY (1990)
 EJ1657
 EJ1657'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2586 ***********************************************************************
 EH2586  DESIGNATION -  T 289
 EH2586  PID         -  EH2586
 EH2586  STATE/COUNTY-  AR/JEFFERSON
 EH2586  USGS QUAD   -  MOSCOW (1971)
 EH2586
 EH2586                         *CURRENT SURVEY CONTROL
 EH2586  ___________________________________________________________________
 EH2586* NAD 83(1986)-  34 09 27.     (N)    091 48 57.     (W)     SCALED    
 EH2586* NAVD 88     -        59.376  (meters)     194.80   (feet)  ADJUSTED  
 EH2586  ___________________________________________________________________
 EH2586  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH2586  DYNAMIC HT  -          59.318 (meters)     194.61  (feet)  COMP
 EH2586  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EH2586
 EH2586  VERT ORDER  -  FIRST     CLASS II
 EH2586
 EH2586.The horizontal coordinates were scaled from a topographic map and have
 EH2586.an estimated accuracy of +/- 6 seconds.
 EH2586
 EH2586.The orthometric height was determined by differential leveling
 EH2586.and adjusted by the National Geodetic Survey in June 1991..
 EH2586
 EH2586.The geoid height was determined by GEOID03.
 EH2586
 EH2586.The dynamic height is computed by dividing the NAVD 88
 EH2586.geopotential number by the normal gravity value computed on the
 EH2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2586.degrees latitude (g = 980.6199 gals.).
 EH2586
 EH2586.The modeled gravity was interpolated from observed gravity values.
 EH2586
 EH2586;                    North         East    Units  Estimated Accuracy
 EH2586;SPC AR S     -   565,370.      416,980.      MT  (+/- 180 meters Scaled)
 EH2586
 EH2586                          SUPERSEDED SURVEY CONTROL
 EH2586
 EH2586.No superseded survey control is available for this station.
 EH2586
 EH2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT091802(NAD 83)
 EH2586_MARKER: I = METAL ROD
 EH2586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2586_SP_SET: STAINLESS STEEL ROD
 EH2586_STAMPING: T 289 1984
 EH2586_MARK LOGO: NGS   
 EH2586_PROJECTION: FLUSH
 EH2586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2586_ROD/PIPE-DEPTH: 24.4 meters
 EH2586
 EH2586  HISTORY     - Date     Condition        Report By
 EH2586  HISTORY     - 1984     MONUMENTED       NGS
 EH2586  HISTORY     - 1988     GOOD             USPSQD
 EH2586  HISTORY     - 1989     GOOD             USPSQD
 EH2586  HISTORY     - 1990     GOOD             USPSQD
 EH2586
 EH2586                          STATION DESCRIPTION
 EH2586
 EH2586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2586'2.1 KM (1.35 MI) NW FROM MOSCOW.
 EH2586'2.1 (1.35 MI) NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 EH2586'MOSCOW, AT THE WEST ONE OF TWO DRIVEWAYS LEADING NORTH TO A LARGE FARM
 EH2586'HOUSE, 18.44 METERS (60.5 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY,
 EH2586'16.15 METERS (53.0 FT) WEST OF THE CENTER OF THE WEST DRIVEWAY OF A
 EH2586'CIRCLE DRIVE, 74.67 METERS (245.0 FT) SOUTHWEST OF THE SOUTHWEST
 EH2586'CORNER OF THE BRICK CHIMNEY ON THE WEST SIDE OF THE FARM HOUSE,
 EH2586'0.46 METERS (1.5 FT) EAST OF A POWER LINE POLE AND 4.05 METERS
 EH2586'(13.3 FT) WEST OF A GUY WIRE ANCHOR.  NOTE, ROD ANCHORED AT THIS
 EH2586'DEPTH.
 EH2586'THE MARK IS 4.05 METERS  W FROM A WITNESS POST.
 EH2586'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EH2586
 EH2586                          STATION RECOVERY (1988)
 EH2586
 EH2586'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2586'RECOVERED IN GOOD CONDITION.
 EH2586
 EH2586                          STATION RECOVERY (1989)
 EH2586
 EH2586'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2586'RECOVERED IN GOOD CONDITION.
 EH2586
 EH2586                          STATION RECOVERY (1990)
 EH2586
 EH2586'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1200 ***********************************************************************
 FG1200  DESIGNATION -  T 29
 FG1200  PID         -  FG1200
 FG1200  STATE/COUNTY-  AR/FRANKLIN
 FG1200  USGS QUAD   -  OZARK (1993)
 FG1200
 FG1200                         *CURRENT SURVEY CONTROL
 FG1200  ___________________________________________________________________
 FG1200* NAD 83(1986)-  35 27 56.     (N)    093 47 43.     (W)     SCALED    
 FG1200* NAVD 88     -       128.651  (meters)     422.08   (feet)  ADJUSTED  
 FG1200  ___________________________________________________________________
 FG1200  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 FG1200  DYNAMIC HT  -         128.532 (meters)     421.69  (feet)  COMP
 FG1200  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FG1200
 FG1200  VERT ORDER  -  FIRST     CLASS II
 FG1200
 FG1200.The horizontal coordinates were scaled from a topographic map and have
 FG1200.an estimated accuracy of +/- 6 seconds.
 FG1200
 FG1200.The orthometric height was determined by differential leveling
 FG1200.and adjusted by the National Geodetic Survey in June 1991..
 FG1200
 FG1200.The geoid height was determined by GEOID03.
 FG1200
 FG1200.The dynamic height is computed by dividing the NAVD 88
 FG1200.geopotential number by the normal gravity value computed on the
 FG1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1200.degrees latitude (g = 980.6199 gals.).
 FG1200
 FG1200.The modeled gravity was interpolated from observed gravity values.
 FG1200
 FG1200;                    North         East    Units  Estimated Accuracy
 FG1200;SPC AR N     -   127,100.      237,070.      MT  (+/- 180 meters Scaled)
 FG1200
 FG1200                          SUPERSEDED SURVEY CONTROL
 FG1200
 FG1200  NGVD 29 (??/??/92)  128.604  (m)          421.93   (f) ADJ UNCH    1 2
 FG1200
 FG1200.Superseded values are not recommended for survey control.
 FG1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1200.See file dsdata.txt to determine how the superseded data were derived.
 FG1200
 FG1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV278249(NAD 83)
 FG1200_MARKER: DB = BENCH MARK DISK
 FG1200_SETTING: 0 = UNSPECIFIED SETTING
 FG1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1200
 FG1200  HISTORY     - Date     Condition        Report By
 FG1200  HISTORY     - UNK      MONUMENTED       CGS
 FG1200  HISTORY     - 1932     GOOD             NGS
 FG1200  HISTORY     - 1973     MARK NOT FOUND   LOCSUR
 FG1200
 FG1200                          STATION DESCRIPTION
 FG1200
 FG1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG1200'2.3 MI E FROM OZARK.
 FG1200'ON THE M.P. R.R. AT MILE POLE NO 460/ 20 POLES, 4 RAILS LENGTHS N. OF
 FG1200'BRIDGE NO 333, AND 50 FEET W. OF THE RAILROAD.
 FG1200
 FG1200                          STATION RECOVERY (1973)
 FG1200
 FG1200'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 FG1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1676 ***********************************************************************
 EJ1676  DESIGNATION -  T 290
 EJ1676  PID         -  EJ1676
 EJ1676  STATE/COUNTY-  AR/FAULKNER
 EJ1676  USGS QUAD   -  MAYFLOWER (1987)
 EJ1676
 EJ1676                         *CURRENT SURVEY CONTROL
 EJ1676  ___________________________________________________________________
 EJ1676* NAD 83(1986)-  34 54 43.     (N)    092 26 36.     (W)     SCALED    
 EJ1676* NAVD 88     -        83.561  (meters)     274.15   (feet)  ADJUSTED  
 EJ1676  ___________________________________________________________________
 EJ1676  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EJ1676  DYNAMIC HT  -          83.483 (meters)     273.89  (feet)  COMP
 EJ1676  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 EJ1676
 EJ1676  VERT ORDER  -  FIRST     CLASS II
 EJ1676
 EJ1676.The horizontal coordinates were scaled from a topographic map and have
 EJ1676.an estimated accuracy of +/- 6 seconds.
 EJ1676
 EJ1676.The orthometric height was determined by differential leveling
 EJ1676.and adjusted by the National Geodetic Survey in June 1991..
 EJ1676
 EJ1676.The geoid height was determined by GEOID03.
 EJ1676
 EJ1676.The dynamic height is computed by dividing the NAVD 88
 EJ1676.geopotential number by the normal gravity value computed on the
 EJ1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1676.degrees latitude (g = 980.6199 gals.).
 EJ1676
 EJ1676.The modeled gravity was interpolated from observed gravity values.
 EJ1676
 EJ1676;                    North         East    Units  Estimated Accuracy
 EJ1676;SPC AR N     -    64,280.      359,490.      MT  (+/- 180 meters Scaled)
 EJ1676
 EJ1676                          SUPERSEDED SURVEY CONTROL
 EJ1676
 EJ1676  NGVD 29 (06/07/95)   83.619  (m)          274.34   (f) ADJUSTED    1 2
 EJ1676
 EJ1676.Superseded values are not recommended for survey control.
 EJ1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1676.See file dsdata.txt to determine how the superseded data were derived.
 EJ1676
 EJ1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU508634(NAD 83)
 EJ1676_MARKER: I = METAL ROD
 EJ1676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1676_SP_SET: STAINLESS STEEL ROD
 EJ1676_STAMPING: T 290 1984
 EJ1676_MARK LOGO: NGS   
 EJ1676_PROJECTION: FLUSH
 EJ1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1676+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 EJ1676_ROD/PIPE-DEPTH: 4.88 meters
 EJ1676
 EJ1676  HISTORY     - Date     Condition        Report By
 EJ1676  HISTORY     - 1984     MONUMENTED       NGS
 EJ1676  HISTORY     - 1987     GOOD             USPSQD
 EJ1676  HISTORY     - 1988     GOOD             USPSQD
 EJ1676  HISTORY     - 1989     GOOD             USPSQD
 EJ1676  HISTORY     - 1989     GOOD             USPSQD
 EJ1676  HISTORY     - 1990     GOOD             USPSQD
 EJ1676  HISTORY     - 20020717 GOOD             USACE
 EJ1676  HISTORY     - 20060925 GOOD             JCLS
 EJ1676
 EJ1676                          STATION DESCRIPTION
 EJ1676
 EJ1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1676'8.4 KM (5.25 MI) NW FROM MORGAN.
 EJ1676'8.4 KM (5.25 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE UNDERPASS
 EJ1676'OF INTERSTATE 40 IN MORGAN TO THE MARK ON THE RIGHT, 21.31 METERS
 EJ1676'(69.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.54 METERS
 EJ1676'(11.6 FT) NORTHEAST OF THE APPROXIMATE CENTER OF AN ACCESS ROAD TO A
 EJ1676'PASTURE, AND 0.34 METERS (1.1 FT) NORTHWEST OF A BARBWIRE FENCE.
 EJ1676'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 EJ1676'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1676
 EJ1676                          STATION RECOVERY (1987)
 EJ1676
 EJ1676'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EJ1676'RECOVERED IN GOOD CONDITION.
 EJ1676
 EJ1676                          STATION RECOVERY (1988)
 EJ1676
 EJ1676'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1676'RECOVERED IN GOOD CONDITION.
 EJ1676
 EJ1676                          STATION RECOVERY (1989)
 EJ1676
 EJ1676'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ1676'RECOVERED IN GOOD CONDITION.
 EJ1676
 EJ1676                          STATION RECOVERY (1989)
 EJ1676
 EJ1676'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1676'RECOVERED IN GOOD CONDITION.
 EJ1676
 EJ1676                          STATION RECOVERY (1990)
 EJ1676
 EJ1676'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ1676'RECOVERED IN GOOD CONDITION.
 EJ1676
 EJ1676                          STATION RECOVERY (2002)
 EJ1676
 EJ1676'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 EJ1676'RECOVERED IN GOOD CONDITION.
 EJ1676
 EJ1676                          STATION RECOVERY (2006)
 EJ1676
 EJ1676'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EJ1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1555 ***********************************************************************
 FG1555  DESIGNATION -  T 291
 FG1555  PID         -  FG1555
 FG1555  STATE/COUNTY-  AR/CONWAY
 FG1555  USGS QUAD   -  MORRILTON EAST (1990)
 FG1555
 FG1555                         *CURRENT SURVEY CONTROL
 FG1555  ___________________________________________________________________
 FG1555* NAD 83(1986)-  35 09 11.     (N)    092 42 39.     (W)     SCALED    
 FG1555* NAVD 88     -       112.031  (meters)     367.56   (feet)  ADJUSTED  
 FG1555  ___________________________________________________________________
 FG1555  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FG1555  DYNAMIC HT  -         111.925 (meters)     367.21  (feet)  COMP
 FG1555  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 FG1555
 FG1555  VERT ORDER  -  FIRST     CLASS II
 FG1555
 FG1555.The horizontal coordinates were scaled from a topographic map and have
 FG1555.an estimated accuracy of +/- 6 seconds.
 FG1555
 FG1555.The orthometric height was determined by differential leveling
 FG1555.and adjusted by the National Geodetic Survey in June 1991..
 FG1555
 FG1555.The geoid height was determined by GEOID03.
 FG1555
 FG1555.The dynamic height is computed by dividing the NAVD 88
 FG1555.geopotential number by the normal gravity value computed on the
 FG1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1555.degrees latitude (g = 980.6199 gals.).
 FG1555
 FG1555.The modeled gravity was interpolated from observed gravity values.
 FG1555
 FG1555;                    North         East    Units  Estimated Accuracy
 FG1555;SPC AR N     -    91,180.      335,230.      MT  (+/- 180 meters Scaled)
 FG1555
 FG1555                          SUPERSEDED SURVEY CONTROL
 FG1555
 FG1555  NGVD 29 (06/07/95)  112.073  (m)          367.69   (f) ADJUSTED    1 2
 FG1555
 FG1555.Superseded values are not recommended for survey control.
 FG1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1555.See file dsdata.txt to determine how the superseded data were derived.
 FG1555
 FG1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU263900(NAD 83)
 FG1555_MARKER: I = METAL ROD
 FG1555_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1555+WITH SETTING: INFORMATION.
 FG1555_SP_SET: SHALLOW SET METAL ROD
 FG1555_STAMPING: T 291 1984
 FG1555_MARK LOGO: NGS   
 FG1555_PROJECTION: RECESSED 2 CENTIMETERS
 FG1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1555_ROD/PIPE-DEPTH: 2.32 meters
 FG1555
 FG1555  HISTORY     - Date     Condition        Report By
 FG1555  HISTORY     - 1984     MONUMENTED       NGS
 FG1555  HISTORY     - 1988     GOOD             USPSQD
 FG1555  HISTORY     - 1989     GOOD             USPSQD
 FG1555  HISTORY     - 1989     GOOD             USPSQD
 FG1555
 FG1555                          STATION DESCRIPTION
 FG1555
 FG1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1555'6.3 KM (3.9 MI) WEST FROM PLUMERVILLE.
 FG1555'6.3 KM (3.9 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1555'PLUMERVILLE TO THE MARK ON THE RIGHT AT THE DRIVEWAY TO A LARGE WOODEN
 FG1555'HOUSE, ALSO 0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET FROM THE POST
 FG1555'OFFICE IN MORRILTON, THENCE 3.1 KM (1.95 MI) EAST ALONG U.S. HIGHWAY
 FG1555'64 (BROADWAY STREET) TO THE MARK ON THE LEFT, 19.81 M (65.0 FT) NORTH
 FG1555'OF THE CENTERLINE OF THE HIGHWAY, 7.50 METERS (24.6 FT)
 FG1555'NORTH-NORTHEAST OF A GAS METER, 3.32 METERS (10.9 FT) WEST OF THE
 FG1555'APPROXIMATE CENTER OF THE DRIVEWAY, AND 0.67 METERS (2.2 FT) WEST OF
 FG1555'THE WEST EDGE OF A ROW OF SHRUBS RUNNING THE LENGTH OF THE DRIVEWAY.
 FG1555'NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FG1555'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FG1555
 FG1555                          STATION RECOVERY (1988)
 FG1555
 FG1555'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1555'RECOVERED IN GOOD CONDITION.
 FG1555
 FG1555                          STATION RECOVERY (1989)
 FG1555
 FG1555'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1555'RECOVERED IN GOOD CONDITION.
 FG1555
 FG1555                          STATION RECOVERY (1989)
 FG1555
 FG1555'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1594 ***********************************************************************
 FG1594  DESIGNATION -  T 292
 FG1594  PID         -  FG1594
 FG1594  STATE/COUNTY-  AR/POPE
 FG1594  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1594
 FG1594                         *CURRENT SURVEY CONTROL
 FG1594  ___________________________________________________________________
 FG1594* NAD 83(1986)-  35 19 04.     (N)    093 11 19.     (W)     SCALED    
 FG1594* NAVD 88     -       107.365  (meters)     352.25   (feet)  ADJUSTED  
 FG1594  ___________________________________________________________________
 FG1594  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FG1594  DYNAMIC HT  -         107.263 (meters)     351.91  (feet)  COMP
 FG1594  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 FG1594
 FG1594  VERT ORDER  -  FIRST     CLASS II
 FG1594
 FG1594.The horizontal coordinates were scaled from a topographic map and have
 FG1594.an estimated accuracy of +/- 6 seconds.
 FG1594
 FG1594.The orthometric height was determined by differential leveling
 FG1594.and adjusted by the National Geodetic Survey in June 1991..
 FG1594
 FG1594.The geoid height was determined by GEOID03.
 FG1594
 FG1594.The dynamic height is computed by dividing the NAVD 88
 FG1594.geopotential number by the normal gravity value computed on the
 FG1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1594.degrees latitude (g = 980.6199 gals.).
 FG1594
 FG1594.The modeled gravity was interpolated from observed gravity values.
 FG1594
 FG1594;                    North         East    Units  Estimated Accuracy
 FG1594;SPC AR N     -   109,870.      291,920.      MT  (+/- 180 meters Scaled)
 FG1594
 FG1594                          SUPERSEDED SURVEY CONTROL
 FG1594
 FG1594.No superseded survey control is available for this station.
 FG1594
 FG1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV828083(NAD 83)
 FG1594_MARKER: DB = BENCH MARK DISK
 FG1594_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FG1594_SP_SET: BRIDGE ABUTMENT
 FG1594_STAMPING: T 292 1984
 FG1594_MARK LOGO: NGS   
 FG1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1594
 FG1594  HISTORY     - Date     Condition        Report By
 FG1594  HISTORY     - 1984     MONUMENTED       NGS
 FG1594  HISTORY     - 1987     GOOD             USPSQD
 FG1594  HISTORY     - 1988     GOOD             USPSQD
 FG1594  HISTORY     - 1989     GOOD             USPSQD
 FG1594  HISTORY     - 1989     GOOD             USPSQD
 FG1594
 FG1594                          STATION DESCRIPTION
 FG1594
 FG1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1594'6.8 KM (4.25 MI) WNW FROM RUSSELLVILLE.
 FG1594'6.8 KM (4.25 MI) WEST ALONG U.S. HIGHWAY 64 (WEST MAIN STREET) FROM
 FG1594'THE COURTHOUSE IN RUSSELLVILLE, AT THE WEST END OF THE CONCRETE BRIDGE
 FG1594'OVER ILLINOIS BAYOU, SET TOP OF THE NORTH END OF THE WEST ABUTMENT,
 FG1594'ALSO 6.8 METERS  (4.25 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST
 FG1594'OFFICE IN LONDON, 6.03 METERS (19.8 FT) NORTH OF THE CENTERLINE OF
 FG1594'HIGHWAY 64, AND 0.15 METERS (0.5 FT) SOUTH OF THE NORTH END OF THE
 FG1594'WEST ABUTMENT.
 FG1594'THE MARK IS 0.3 M ABOVE HIGHWAY.
 FG1594
 FG1594                          STATION RECOVERY (1987)
 FG1594
 FG1594'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1594'RECOVERED IN GOOD CONDITION.
 FG1594
 FG1594                          STATION RECOVERY (1988)
 FG1594
 FG1594'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1594'RECOVERED IN GOOD CONDITION.
 FG1594
 FG1594                          STATION RECOVERY (1989)
 FG1594
 FG1594'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1594'RECOVERED IN GOOD CONDITION.
 FG1594
 FG1594                          STATION RECOVERY (1989)
 FG1594
 FG1594'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1580 ***********************************************************************
 FG1580  DESIGNATION -  T 293
 FG1580  PID         -  FG1580
 FG1580  STATE/COUNTY-  AR/POPE
 FG1580  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1580
 FG1580                         *CURRENT SURVEY CONTROL
 FG1580  ___________________________________________________________________
 FG1580* NAD 83(1986)-  35 15 21.     (N)    093 01 43.     (W)     SCALED    
 FG1580* NAVD 88     -       246.670  (meters)     809.28   (feet)  ADJUSTED  
 FG1580  ___________________________________________________________________
 FG1580  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FG1580  DYNAMIC HT  -         246.437 (meters)     808.52  (feet)  COMP
 FG1580  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FG1580
 FG1580  VERT ORDER  -  FIRST     CLASS II
 FG1580
 FG1580.The horizontal coordinates were scaled from a topographic map and have
 FG1580.an estimated accuracy of +/- 6 seconds.
 FG1580
 FG1580.The orthometric height was determined by differential leveling
 FG1580.and adjusted by the National Geodetic Survey in June 1991..
 FG1580
 FG1580.The geoid height was determined by GEOID03.
 FG1580
 FG1580.The dynamic height is computed by dividing the NAVD 88
 FG1580.geopotential number by the normal gravity value computed on the
 FG1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1580.degrees latitude (g = 980.6199 gals.).
 FG1580
 FG1580.The modeled gravity was interpolated from observed gravity values.
 FG1580
 FG1580;                    North         East    Units  Estimated Accuracy
 FG1580;SPC AR N     -   102,830.      306,400.      MT  (+/- 180 meters Scaled)
 FG1580
 FG1580                          SUPERSEDED SURVEY CONTROL
 FG1580
 FG1580.No superseded survey control is available for this station.
 FG1580
 FG1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV973014(NAD 83)
 FG1580_MARKER: DB = BENCH MARK DISK
 FG1580_SETTING: 66 = SET IN ROCK OUTCROP
 FG1580_SP_SET: ROCK OUTCROP
 FG1580_STAMPING: T 293 1984
 FG1580_MARK LOGO: NGS   
 FG1580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1580+STABILITY: POSITION/ELEVATION WELL
 FG1580
 FG1580  HISTORY     - Date     Condition        Report By
 FG1580  HISTORY     - 1984     MONUMENTED       NGS
 FG1580  HISTORY     - 1987     GOOD             USPSQD
 FG1580  HISTORY     - 1988     GOOD             USPSQD
 FG1580  HISTORY     - 1989     GOOD             USPSQD
 FG1580
 FG1580                          STATION DESCRIPTION
 FG1580
 FG1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1580'12.3 KM (7.65 MI) NW FROM ATKINS.
 FG1580'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1580'THENCE 9.4 KM (5.85 MI) WEST ALONG U.S. HIGHWAY 64, THENCE 1.9 KM
 FG1580'(1.2 MI) NORTHEAST ALONG STATE HIGHWAY 363, THENCE 0.8 KM (0.5 MI)
 FG1580'WEST ALONG A DIRT ROAD TO A BEDROCK OUTCROP AND THE MARK ON THE LEFT,
 FG1580'SET IN THE TOP OF THE OUTCROP, 7.35 METERS (24.1 FT) SOUTHEAST OF THE
 FG1580'APPROXIMATE CENTER OF THE DIRT ROAD.
 FG1580'THE MARK IS 0.61 METERS  ESE FROM A WITNESS POST.
 FG1580'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
 FG1580
 FG1580                          STATION RECOVERY (1987)
 FG1580
 FG1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1580'RECOVERED IN GOOD CONDITION.
 FG1580
 FG1580                          STATION RECOVERY (1988)
 FG1580
 FG1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1580'RECOVERED IN GOOD CONDITION.
 FG1580
 FG1580                          STATION RECOVERY (1989)
 FG1580
 FG1580'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1617 ***********************************************************************
 FG1617  DESIGNATION -  T 294
 FG1617  PID         -  FG1617
 FG1617  STATE/COUNTY-  AR/JOHNSON
 FG1617  USGS QUAD   -  CLARKSVILLE (1993)
 FG1617
 FG1617                         *CURRENT SURVEY CONTROL
 FG1617  ___________________________________________________________________
 FG1617* NAD 83(1986)-  35 28 13.     (N)    093 26 29.     (W)     SCALED    
 FG1617* NAVD 88     -       129.952  (meters)     426.35   (feet)  ADJUSTED  
 FG1617  ___________________________________________________________________
 FG1617  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FG1617  DYNAMIC HT  -         129.833 (meters)     425.96  (feet)  COMP
 FG1617  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 FG1617
 FG1617  VERT ORDER  -  FIRST     CLASS II
 FG1617
 FG1617.The horizontal coordinates were scaled from a topographic map and have
 FG1617.an estimated accuracy of +/- 6 seconds.
 FG1617
 FG1617.The orthometric height was determined by differential leveling
 FG1617.and adjusted by the National Geodetic Survey in June 1991..
 FG1617
 FG1617.The geoid height was determined by GEOID03.
 FG1617
 FG1617.The dynamic height is computed by dividing the NAVD 88
 FG1617.geopotential number by the normal gravity value computed on the
 FG1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1617.degrees latitude (g = 980.6199 gals.).
 FG1617
 FG1617.The modeled gravity was interpolated from observed gravity values.
 FG1617
 FG1617;                    North         East    Units  Estimated Accuracy
 FG1617;SPC AR N     -   127,090.      269,190.      MT  (+/- 180 meters Scaled)
 FG1617
 FG1617                          SUPERSEDED SURVEY CONTROL
 FG1617
 FG1617.No superseded survey control is available for this station.
 FG1617
 FG1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV599252(NAD 83)
 FG1617_MARKER: I = METAL ROD
 FG1617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1617_SP_SET: STAINLESS STEEL ROD
 FG1617_STAMPING: T 294 1984
 FG1617_MARK LOGO: NGS   
 FG1617_PROJECTION: FLUSH
 FG1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1617_ROD/PIPE-DEPTH: 4.93 meters
 FG1617
 FG1617  HISTORY     - Date     Condition        Report By
 FG1617  HISTORY     - 1984     MONUMENTED       NGS
 FG1617  HISTORY     - 1987     GOOD             USPSQD
 FG1617  HISTORY     - 1987     GOOD             USPSQD
 FG1617  HISTORY     - 1988     GOOD             USPSQD
 FG1617  HISTORY     - 1989     GOOD             USPSQD
 FG1617  HISTORY     - 1990     GOOD             USPSQD
 FG1617
 FG1617                          STATION DESCRIPTION
 FG1617
 FG1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1617'2.2 KM (1.4 MI) EAST FROM CLARKSVILLE.
 FG1617'2.2 KM (1.4 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE IN
 FG1617'CLARKSVILLE AT THE JUNCTION OF STATE HIGHWAY 21 NORTH AND MARK IS SET
 FG1617'IN THE NORTHWEST CORNER AND INSIDE THE FENCE OF THE GULF BULK STATION
 FG1617'YARD, 14.63 METERS (48.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 64,
 FG1617'9.44 METERS (31.0 FT) WEST OF THE CENTER OF A DOUBLE GATE (ENTRANCE TO
 FG1617'THE GULF STATION), 35.81 METERS (117.5 FT) NORTH OF THE NORTHWEST
 FG1617'CORNER OF THE GULF STATION OFFICE BUILDING, 2.80 METERS (9.2 FT) EAST
 FG1617'OF A POWERLINE JUNCTION POLE, 5.54 METERS (18.2 FT) WEST OF A FIRE
 FG1617'PLUG, AND 0.30 METERS (1.0 FT) SOUTH OF A FENCE AROUND THE GULF BULK
 FG1617'STATION.  NOTE, ROD DRIVEN TO REFUSAL AT THIS DEPTH AND ANCHORED IN
 FG1617'ROCK.
 FG1617'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FG1617'THE MARK IS 0.76 M BELOW HIGHWAY 64.
 FG1617
 FG1617                          STATION RECOVERY (1987)
 FG1617
 FG1617'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1617'RECOVERED IN GOOD CONDITION.
 FG1617
 FG1617                          STATION RECOVERY (1987)
 FG1617
 FG1617'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1617'RECOVERED IN GOOD CONDITION.
 FG1617
 FG1617                          STATION RECOVERY (1988)
 FG1617
 FG1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1617'RECOVERED IN GOOD CONDITION.
 FG1617
 FG1617                          STATION RECOVERY (1989)
 FG1617
 FG1617'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1617'RECOVERED IN GOOD CONDITION.
 FG1617
 FG1617                          STATION RECOVERY (1990)
 FG1617
 FG1617'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0776 ***********************************************************************
 FH0776  DESIGNATION -  T 295
 FH0776  PID         -  FH0776
 FH0776  STATE/COUNTY-  AR/SEBASTIAN
 FH0776  USGS QUAD   -  ALMA (1987)
 FH0776
 FH0776                         *CURRENT SURVEY CONTROL
 FH0776  ___________________________________________________________________
 FH0776* NAD 83(1986)-  35 25 02.     (N)    094 07 39.     (W)     SCALED    
 FH0776* NAVD 88     -       134.761  (meters)     442.13   (feet)  ADJUSTED  
 FH0776  ___________________________________________________________________
 FH0776  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FH0776  DYNAMIC HT  -         134.636 (meters)     441.72  (feet)  COMP
 FH0776  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 FH0776
 FH0776  VERT ORDER  -  FIRST     CLASS II
 FH0776
 FH0776.The horizontal coordinates were scaled from a topographic map and have
 FH0776.an estimated accuracy of +/- 6 seconds.
 FH0776
 FH0776.The orthometric height was determined by differential leveling
 FH0776.and adjusted by the National Geodetic Survey in June 1991..
 FH0776
 FH0776.The geoid height was determined by GEOID03.
 FH0776
 FH0776.The dynamic height is computed by dividing the NAVD 88
 FH0776.geopotential number by the normal gravity value computed on the
 FH0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0776.degrees latitude (g = 980.6199 gals.).
 FH0776
 FH0776.The modeled gravity was interpolated from observed gravity values.
 FH0776
 FH0776;                    North         East    Units  Estimated Accuracy
 FH0776;SPC AR N     -   122,340.      206,800.      MT  (+/- 180 meters Scaled)
 FH0776
 FH0776                          SUPERSEDED SURVEY CONTROL
 FH0776
 FH0776.No superseded survey control is available for this station.
 FH0776
 FH0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV976198(NAD 83)
 FH0776_MARKER: I = METAL ROD
 FH0776_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0776+WITH SETTING: INFORMATION.
 FH0776_SP_SET: SHALLOW SET METAL ROD
 FH0776_STAMPING: T 295 1984
 FH0776_MARK LOGO: NGS   
 FH0776_PROJECTION: FLUSH
 FH0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0776_ROD/PIPE-DEPTH: 2.13 meters
 FH0776
 FH0776  HISTORY     - Date     Condition        Report By
 FH0776  HISTORY     - 1984     MONUMENTED       NGS
 FH0776  HISTORY     - 1987     GOOD             USPSQD
 FH0776  HISTORY     - 1988     GOOD             USPSQD
 FH0776  HISTORY     - 1989     GOOD             USPSQD
 FH0776  HISTORY     - 1990     GOOD             USPSQD
 FH0776
 FH0776                          STATION DESCRIPTION
 FH0776
 FH0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0776'19.1 KM (11.9 MI) WEST FROM CECIL.
 FH0776'19.15 KM (11.9 MI) WEST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0776'CECIL TO THE MARK ON THE RIGHT, ALSO 15.69 KM (9.75 MI) EAST ALONG
 FH0776'STATE ROUTE 96 FROM THE POST OFFICE IN LAVACA TO THE MARK ON THE LEFT,
 FH0776'15.24 METERS (50.0 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 96,
 FH0776'10.55 METERS (34.6 FT) NORTHWEST OF THE SOUTHWEST END OF A CULVERT,
 FH0776'8.38 METERS (27.5 FT) NORTHEAST OF THE CORNER FENCE POST, 7.0 METERS
 FH0776'(23.0 FT) SOUTHWEST OF THE CENTER OF A CEMETERY ROAD, AND 0.7 METER
 FH0776'(2.3 FT) SOUTHEAST OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FH0776'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 FH0776'THE MARK IS 0.9 M ABOVE HIGHWAY 96.
 FH0776
 FH0776                          STATION RECOVERY (1987)
 FH0776
 FH0776'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0776'RECOVERED IN GOOD CONDITION.
 FH0776
 FH0776                          STATION RECOVERY (1988)
 FH0776
 FH0776'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0776'RECOVERED IN GOOD CONDITION.
 FH0776
 FH0776                          STATION RECOVERY (1989)
 FH0776
 FH0776'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0776'RECOVERED IN GOOD CONDITION.
 FH0776
 FH0776                          STATION RECOVERY (1990)
 FH0776
 FH0776'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1647 ***********************************************************************
 FG1647  DESIGNATION -  T 296
 FG1647  PID         -  FG1647
 FG1647  STATE/COUNTY-  AR/FRANKLIN
 FG1647  USGS QUAD   -  OZARK (1993)
 FG1647
 FG1647                         *CURRENT SURVEY CONTROL
 FG1647  ___________________________________________________________________
 FG1647* NAD 83(1986)-  35 26 45.     (N)    093 49 50.     (W)     SCALED    
 FG1647* NAVD 88     -       123.771  (meters)     406.07   (feet)  ADJUSTED  
 FG1647  ___________________________________________________________________
 FG1647  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 FG1647  DYNAMIC HT  -         123.657 (meters)     405.70  (feet)  COMP
 FG1647  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 FG1647
 FG1647  VERT ORDER  -  FIRST     CLASS II
 FG1647
 FG1647.The horizontal coordinates were scaled from a topographic map and have
 FG1647.an estimated accuracy of +/- 6 seconds.
 FG1647
 FG1647.The orthometric height was determined by differential leveling
 FG1647.and adjusted by the National Geodetic Survey in June 1991..
 FG1647
 FG1647.The geoid height was determined by GEOID03.
 FG1647
 FG1647.The dynamic height is computed by dividing the NAVD 88
 FG1647.geopotential number by the normal gravity value computed on the
 FG1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1647.degrees latitude (g = 980.6199 gals.).
 FG1647
 FG1647.The modeled gravity was interpolated from observed gravity values.
 FG1647
 FG1647;                    North         East    Units  Estimated Accuracy
 FG1647;SPC AR N     -   124,970.      233,820.      MT  (+/- 180 meters Scaled)
 FG1647
 FG1647                          SUPERSEDED SURVEY CONTROL
 FG1647
 FG1647.No superseded survey control is available for this station.
 FG1647
 FG1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV246228(NAD 83)
 FG1647_MARKER: I = METAL ROD
 FG1647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1647_SP_SET: STAINLESS STEEL ROD
 FG1647_STAMPING: T 296 1984
 FG1647_MARK LOGO: NGS   
 FG1647_PROJECTION: FLUSH
 FG1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1647_ROD/PIPE-DEPTH: 3.35 meters
 FG1647
 FG1647  HISTORY     - Date     Condition        Report By
 FG1647  HISTORY     - 1984     MONUMENTED       NGS
 FG1647  HISTORY     - 1987     GOOD             USPSQD
 FG1647  HISTORY     - 1988     GOOD             USPSQD
 FG1647  HISTORY     - 1989     GOOD             USPSQD
 FG1647  HISTORY     - 1990     GOOD             USPSQD
 FG1647
 FG1647                          STATION DESCRIPTION
 FG1647
 FG1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1647'4.8 KM (3.0 MI) SOUTH FROM OZARK.
 FG1647'4.8 KM (3.0 MI.) SOUTH ALONG STATE ROUTE 23 FROM THE JUNCTION OF U. S.
 FG1647'HIGHWAY 64 IN OZARK TO THE JUNCTION OF STATE ROUTE 96 ON THE RIGHT AND
 FG1647'THE MARK ON THE LEFT, 10.61 METERS (34.8 FT) EAST OF THE CENTERLINE OF
 FG1647'STATE ROUTE 23, 10.67 METERS (35.0 FT) SOUTH OF THE APPROXIMATE CENTER
 FG1647'OF A DIRT ROAD LEADING EAST, 5.76 METERS (18.9 FT) SOUTHEAST OF THE
 FG1647'SOUTHEAST END OF A PIPE CULVERT UNDER THE DIRT ROAD, 1.52 METERS
 FG1647'(5.0 FT) SOUTH OF THE CORNER POST OF A BARBED WIRE FENCE AND
 FG1647'0.46 METERS (1.5 FT) WEST OF A BARBED WIRE FENCE.  NOTE, ROD DRIVEN TO
 FG1647'REFUSAL ANCHORED IN ROCK.
 FG1647'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FG1647'THE MARK IS ABOVE LEVEL WITH STATE ROUTE 23.
 FG1647
 FG1647                          STATION RECOVERY (1987)
 FG1647
 FG1647'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1647'RECOVERED IN GOOD CONDITION.
 FG1647
 FG1647                          STATION RECOVERY (1988)
 FG1647
 FG1647'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1647'RECOVERED IN GOOD CONDITION.
 FG1647
 FG1647                          STATION RECOVERY (1989)
 FG1647
 FG1647'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1647'RECOVERED IN GOOD CONDITION.
 FG1647
 FG1647                          STATION RECOVERY (1990)
 FG1647
 FG1647'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0801 ***********************************************************************
 FH0801  DESIGNATION -  T 297
 FH0801  PID         -  FH0801
 FH0801  STATE/COUNTY-  AR/SEBASTIAN
 FH0801  USGS QUAD   -  SOUTH FORT SMITH (1987)
 FH0801
 FH0801                         *CURRENT SURVEY CONTROL
 FH0801  ___________________________________________________________________
 FH0801* NAD 83(1986)-  35 22 18.     (N)    094 23 24.     (W)     SCALED    
 FH0801* NAVD 88     -       171.382  (meters)     562.28   (feet)  ADJUSTED  
 FH0801  ___________________________________________________________________
 FH0801  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FH0801  DYNAMIC HT  -         171.221 (meters)     561.75  (feet)  COMP
 FH0801  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 FH0801
 FH0801  VERT ORDER  -  FIRST     CLASS II
 FH0801
 FH0801.The horizontal coordinates were scaled from a topographic map and have
 FH0801.an estimated accuracy of +/- 6 seconds.
 FH0801
 FH0801.The orthometric height was determined by differential leveling
 FH0801.and adjusted by the National Geodetic Survey in June 1991..
 FH0801
 FH0801.The geoid height was determined by GEOID03.
 FH0801
 FH0801.The dynamic height is computed by dividing the NAVD 88
 FH0801.geopotential number by the normal gravity value computed on the
 FH0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0801.degrees latitude (g = 980.6199 gals.).
 FH0801
 FH0801.The modeled gravity was interpolated from observed gravity values.
 FH0801
 FH0801;                    North         East    Units  Estimated Accuracy
 FH0801;SPC AR N     -   117,830.      182,850.      MT  (+/- 180 meters Scaled)
 FH0801
 FH0801                          SUPERSEDED SURVEY CONTROL
 FH0801
 FH0801.No superseded survey control is available for this station.
 FH0801
 FH0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV737151(NAD 83)
 FH0801_MARKER: I = METAL ROD
 FH0801_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0801+WITH SETTING: INFORMATION.
 FH0801_SP_SET: SHALLOW SET METAL ROD
 FH0801_STAMPING: T 297 1984
 FH0801_MARK LOGO: NGS   
 FH0801_PROJECTION: FLUSH
 FH0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0801_ROD/PIPE-DEPTH: 1.83 meters
 FH0801
 FH0801  HISTORY     - Date     Condition        Report By
 FH0801  HISTORY     - 1984     MONUMENTED       NGS
 FH0801  HISTORY     - 1987     GOOD             USPSQD
 FH0801  HISTORY     - 1988     GOOD             USPSQD
 FH0801  HISTORY     - 1989     GOOD             USPSQD
 FH0801
 FH0801                          STATION DESCRIPTION
 FH0801
 FH0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0801'IN FORT SMITH.
 FH0801'IN FORT SMITH, 3.7 KM (2.3 MI) EAST ALONG ROGERS AVENUE FROM THE MAIN
 FH0801'POST OFFICE IN FORT SMITH TO THE MARK ON THE LEFT, 6.00 METERS
 FH0801'(19.7 FT) NORTHEAST OF CENTERLINE OF WESTBOUND HIGHWAY 22,
 FH0801'17.01 METERS (55.8 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FH0801'LARGE MASONRY BUILDING (MULBERRY BUSH ANTIQUE STORE), 11.89 METERS
 FH0801'(39.0 FT) NORTHWEST OF THE CENTER OF THE EAST DRIVE TO THE STORE,
 FH0801'2.62 METERS (8.6 FT) NORTHWEST OF MULBERRY BUSH ANTIQUE STORE SIGN AND
 FH0801'0.40 METERS (1.3 FT) NORTHEAST OF A ROCK WALL.  NOTE, ROD DRIVEN TO
 FH0801'REFUSAL.
 FH0801'THE MARK IS ABOVE LEVEL WITH HIGHWAY 22.
 FH0801
 FH0801                          STATION RECOVERY (1987)
 FH0801
 FH0801'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0801'RECOVERED IN GOOD CONDITION.
 FH0801
 FH0801                          STATION RECOVERY (1988)
 FH0801
 FH0801'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0801'RECOVERED IN GOOD CONDITION.
 FH0801
 FH0801                          STATION RECOVERY (1989)
 FH0801
 FH0801'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0823 ***********************************************************************
 FH0823  DESIGNATION -  T 298
 FH0823  PID         -  FH0823
 FH0823  STATE/COUNTY-  AR/SEBASTIAN
 FH0823  USGS QUAD   -  GREENWOOD (1987)
 FH0823
 FH0823                         *CURRENT SURVEY CONTROL
 FH0823  ___________________________________________________________________
 FH0823* NAD 83(1986)-  35 13 34.     (N)    094 15 36.     (W)     SCALED    
 FH0823* NAVD 88     -       196.567  (meters)     644.90   (feet)  ADJUSTED  
 FH0823  ___________________________________________________________________
 FH0823  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FH0823  DYNAMIC HT  -         196.378 (meters)     644.28  (feet)  COMP
 FH0823  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 FH0823
 FH0823  VERT ORDER  -  FIRST     CLASS II
 FH0823
 FH0823.The horizontal coordinates were scaled from a topographic map and have
 FH0823.an estimated accuracy of +/- 6 seconds.
 FH0823
 FH0823.The orthometric height was determined by differential leveling
 FH0823.and adjusted by the National Geodetic Survey in June 1991..
 FH0823
 FH0823.The geoid height was determined by GEOID03.
 FH0823
 FH0823.The dynamic height is computed by dividing the NAVD 88
 FH0823.geopotential number by the normal gravity value computed on the
 FH0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0823.degrees latitude (g = 980.6199 gals.).
 FH0823
 FH0823.The modeled gravity was interpolated from observed gravity values.
 FH0823
 FH0823;                    North         East    Units  Estimated Accuracy
 FH0823;SPC AR N     -   101,410.      194,290.      MT  (+/- 180 meters Scaled)
 FH0823
 FH0823                          SUPERSEDED SURVEY CONTROL
 FH0823
 FH0823.No superseded survey control is available for this station.
 FH0823
 FH0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU853988(NAD 83)
 FH0823_MARKER: DB = BENCH MARK DISK
 FH0823_SETTING: 66 = SET IN ROCK OUTCROP
 FH0823_SP_SET: ROCK OUTCROP
 FH0823_STAMPING: T 298 1985
 FH0823_MARK LOGO: NGS   
 FH0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0823+STABILITY: POSITION/ELEVATION WELL
 FH0823
 FH0823  HISTORY     - Date     Condition        Report By
 FH0823  HISTORY     - 1985     MONUMENTED       NGS
 FH0823  HISTORY     - 1987     GOOD             USPSQD
 FH0823  HISTORY     - 1988     GOOD             USPSQD
 FH0823  HISTORY     - 1989     GOOD             USPSQD
 FH0823  HISTORY     - 1990     GOOD             USPSQD
 FH0823
 FH0823                          STATION DESCRIPTION
 FH0823
 FH0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0823'1.8 KM (1.1 MI) NORTH FROM GREENWOOD.
 FH0823'1.8 KM (1.1 MI) NORTH ALONG MAIN STREET (COUNTY ROAD 8) FROM THE
 FH0823'SEBASTIAN COUNTY COURTHOUSE IN GREENWOOD, AT A GRAVEL ROAD LEADING
 FH0823'EAST THROUGH A METAL GATE AND THE TXO PRODUCTION CORPORATION PROPERTY,
 FH0823'SET IN TOP AND ABOUT CENTER OF A 3-FEET BY 2-FEET FLAT ROCK OUTCROP,
 FH0823'9.0 METERS (29.4 FT) EAST OF THE APPROXIMATE CENTER OF MAIN STREET
 FH0823'(COUNTY ROAD 8), 13.7 METERS (45.0 FT) NORTH OF THE APPROXIMATE CENTER
 FH0823'OF A GRAVEL ROAD LEADING EAST, 0.31 METERS (1.0 FT) WEST OF A FENCE
 FH0823'LINE, 4.4 METERS (14.4 FT) NORTH OF A CORNER FENCE POST, AND
 FH0823'4.4 METERS (14.6 FT) NORTHEAST OF THE NORTH END OF A 24-INCH PIPE
 FH0823'CULVERT.
 FH0823'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 FH0823'THE MARK IS 0.31 M ABOVE COUNTY ROAD 8.
 FH0823
 FH0823                          STATION RECOVERY (1987)
 FH0823
 FH0823'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0823'RECOVERED IN GOOD CONDITION.
 FH0823
 FH0823                          STATION RECOVERY (1988)
 FH0823
 FH0823'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0823'RECOVERED IN GOOD CONDITION.
 FH0823
 FH0823                          STATION RECOVERY (1989)
 FH0823
 FH0823'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0823'RECOVERED IN GOOD CONDITION.
 FH0823
 FH0823                          STATION RECOVERY (1990)
 FH0823
 FH0823'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0680 ***********************************************************************
 EK0680  DESIGNATION -  T 299
 EK0680  PID         -  EK0680
 EK0680  STATE/COUNTY-  AR/SCOTT
 EK0680  USGS QUAD   -  WALDRON (1983)
 EK0680
 EK0680                         *CURRENT SURVEY CONTROL
 EK0680  ___________________________________________________________________
 EK0680* NAD 83(1986)-  34 52 54.     (N)    094 06 21.     (W)     SCALED    
 EK0680* NAVD 88     -       230.957  (meters)     757.73   (feet)  ADJUSTED  
 EK0680  ___________________________________________________________________
 EK0680  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EK0680  DYNAMIC HT  -         230.717 (meters)     756.94  (feet)  COMP
 EK0680  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 EK0680
 EK0680  VERT ORDER  -  FIRST     CLASS II
 EK0680
 EK0680.The horizontal coordinates were scaled from a topographic map and have
 EK0680.an estimated accuracy of +/- 6 seconds.
 EK0680
 EK0680.The orthometric height was determined by differential leveling
 EK0680.and adjusted by the National Geodetic Survey in June 1991..
 EK0680
 EK0680.The geoid height was determined by GEOID03.
 EK0680
 EK0680.The dynamic height is computed by dividing the NAVD 88
 EK0680.geopotential number by the normal gravity value computed on the
 EK0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0680.degrees latitude (g = 980.6199 gals.).
 EK0680
 EK0680.The modeled gravity was interpolated from observed gravity values.
 EK0680
 EK0680;                    North         East    Units  Estimated Accuracy
 EK0680;SPC AR N     -    62,890.      207,500.      MT  (+/- 180 meters Scaled)
 EK0680
 EK0680                          SUPERSEDED SURVEY CONTROL
 EK0680
 EK0680.No superseded survey control is available for this station.
 EK0680
 EK0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU989604(NAD 83)
 EK0680_MARKER: I = METAL ROD
 EK0680_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0680+WITH SETTING: INFORMATION.
 EK0680_SP_SET: SHALLOW SET METAL ROD
 EK0680_STAMPING: T 299 1985
 EK0680_MARK LOGO: NGS   
 EK0680_PROJECTION: FLUSH
 EK0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0680_ROD/PIPE-DEPTH: 2.1  meters
 EK0680
 EK0680  HISTORY     - Date     Condition        Report By
 EK0680  HISTORY     - 1985     MONUMENTED       NGS
 EK0680  HISTORY     - 1987     GOOD             USPSQD
 EK0680  HISTORY     - 1987     GOOD             USPSQD
 EK0680  HISTORY     - 1988     GOOD             USPSQD
 EK0680  HISTORY     - 1989     GOOD             USPSQD
 EK0680  HISTORY     - 1990     GOOD             USPSQD
 EK0680
 EK0680                          STATION DESCRIPTION
 EK0680
 EK0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0680'3.4 KM (2.1 MI) WSW FROM WALDRON.
 EK0680'1.5 KM (0.95 MI) WEST ALONG EAST CHURCH STREET FROM THE JUNCTION OF
 EK0680'U.S. HIGHWAY 71 B (BUSINESS ROUTE) IN WALDRON, THENCE 1.9 KM (1.15 MI)
 EK0680'SOUTHERLY ALONG U.S. HIGHWAY 71, AT THE JUNCTION OF STATE ROUTE 272
 EK0680'LEADING WEST, 0.16 KM (0.1 MI) NORTH OF STATE ROUTE 272 EAST,
 EK0680'38.0 METERS (124.8 FT) WEST-SOUTHWEST OF THE CENTERLINE OF U.S.
 EK0680'HIGHWAY 71, 19.7 METERS (64.5 FT) NORTH OF THE CENTERLINE OF STATE
 EK0680'ROUTE 272 WEST, 0.31 METERS (1.0 FT) EAST OF A CORNER FENCE POST, AND
 EK0680'0.76 METERS (2.5 FT) EAST-NORTHEAST OF A VERTICAL WOODEN POST WITH A
 EK0680'TELEPHONE CABLE WARNING SIGN ATTACHED.  NOTE, DRIVEN TO REFUSAL.
 EK0680'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EK0680'THE MARK IS 0.31 M ABOVE STATE ROUTE 272 WEST.
 EK0680
 EK0680                          STATION RECOVERY (1987)
 EK0680
 EK0680'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0680'RECOVERED IN GOOD CONDITION.
 EK0680
 EK0680                          STATION RECOVERY (1987)
 EK0680
 EK0680'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0680'RECOVERED IN GOOD CONDITION.
 EK0680
 EK0680                          STATION RECOVERY (1988)
 EK0680
 EK0680'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0680'RECOVERED IN GOOD CONDITION.
 EK0680
 EK0680                          STATION RECOVERY (1989)
 EK0680
 EK0680'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0680'RECOVERED IN GOOD CONDITION.
 EK0680
 EK0680                          STATION RECOVERY (1990)
 EK0680
 EK0680'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0751 ***********************************************************************
 FF0751  DESIGNATION -  T 3
 FF0751  PID         -  FF0751
 FF0751  STATE/COUNTY-  AR/CRAIGHEAD
 FF0751  USGS QUAD   -  NEEDHAM (1983)
 FF0751
 FF0751                         *CURRENT SURVEY CONTROL
 FF0751  ___________________________________________________________________
 FF0751* NAD 83(1986)-  35 46 23.     (N)    090 35 51.     (W)     SCALED    
 FF0751* NAVD 88     -        70.332  (meters)     230.75   (feet)  ADJUSTED  
 FF0751  ___________________________________________________________________
 FF0751  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FF0751  DYNAMIC HT  -          70.272 (meters)     230.55  (feet)  COMP
 FF0751  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 FF0751
 FF0751  VERT ORDER  -  FIRST     CLASS II
 FF0751
 FF0751.The horizontal coordinates were scaled from a topographic map and have
 FF0751.an estimated accuracy of +/- 6 seconds.
 FF0751
 FF0751.The orthometric height was determined by differential leveling
 FF0751.and adjusted by the National Geodetic Survey in June 1991..
 FF0751
 FF0751.The geoid height was determined by GEOID03.
 FF0751
 FF0751.The dynamic height is computed by dividing the NAVD 88
 FF0751.geopotential number by the normal gravity value computed on the
 FF0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0751.degrees latitude (g = 980.6199 gals.).
 FF0751
 FF0751.The modeled gravity was interpolated from observed gravity values.
 FF0751
 FF0751;                    North         East    Units  Estimated Accuracy
 FF0751;SPC AR N     -   160,630.      526,800.      MT  (+/- 180 meters Scaled)
 FF0751
 FF0751                          SUPERSEDED SURVEY CONTROL
 FF0751
 FF0751  NGVD 29 (??/??/??)   70.250  (m)          230.48   (f) ADJUSTED    1 2
 FF0751
 FF0751.Superseded values are not recommended for survey control.
 FF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0751.See file dsdata.txt to determine how the superseded data were derived.
 FF0751
 FF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV171614(NAD 83)
 FF0751_MARKER: DB = BENCH MARK DISK
 FF0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0751_STAMPING: 230.479 T 3 1928
 FF0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0751+STABILITY: SURFACE MOTION
 FF0751
 FF0751  HISTORY     - Date     Condition        Report By
 FF0751  HISTORY     - 1928     MONUMENTED       CGS
 FF0751  HISTORY     - 1956     GOOD             CGS
 FF0751  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF0751  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF0751  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0751
 FF0751                          STATION DESCRIPTION
 FF0751
 FF0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0751'2.7 MI NW FROM BAY.
 FF0751'2.7 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0751'FROM THE STATION AT BAY, ABOUT 0.6 MILE NORTHWEST OF ROAD CROSSING
 FF0751'AT HERGET, 40 FEET SOUTHWEST OF SOUTHWEST RAIL, 38 FEET NORTHEAST
 FF0751'OF CENTER LINE OF U.S. HIGHWAY 63, ACROSS TRACK FROM A POINT BETWEEN
 FF0751'TELEPHONE POLES NO. 427/32 AND 427/33, 133 FEET NORTHWEST OF A
 FF0751'SIGN ROADSIDE PARK - 1000 FEET, 19 FEET SOUTH OF A TELEPHONE POLE,
 FF0751'51 FEET SOUTH-SOUTHWEST AND ACROSS TRACKS FROM CENTER OF A 2 BY 4-FOOT
 FF0751'CONCRETE BOX FOR SIGNAL RELAY EQUIPMENT, ABOUT 6 FEET BELOW LEVEL
 FF0751'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0751
 FF0751                          STATION RECOVERY (1979)
 FF0751
 FF0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FF0751'MARK NOT FOUND.
 FF0751
 FF0751                          STATION RECOVERY (1979)
 FF0751
 FF0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FF0751'MARK NOT FOUND.
 FF0751
 FF0751                          STATION RECOVERY (1992)
 FF0751
 FF0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0751'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1017 ***********************************************************************
 FG1017  DESIGNATION -  T 30
 FG1017  PID         -  FG1017
 FG1017  STATE/COUNTY-  AR/POPE
 FG1017  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1017
 FG1017                         *CURRENT SURVEY CONTROL
 FG1017  ___________________________________________________________________
 FG1017* NAD 83(1986)-  35 17 15.     (N)    093 09 05.     (W)     SCALED    
 FG1017* NAVD 88     -       106.698  (meters)     350.06   (feet)  ADJUSTED  
 FG1017  ___________________________________________________________________
 FG1017  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FG1017  DYNAMIC HT  -         106.596 (meters)     349.72  (feet)  COMP
 FG1017  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FG1017
 FG1017  VERT ORDER  -  FIRST     CLASS II
 FG1017
 FG1017.The horizontal coordinates were scaled from a topographic map and have
 FG1017.an estimated accuracy of +/- 6 seconds.
 FG1017
 FG1017.The orthometric height was determined by differential leveling
 FG1017.and adjusted by the National Geodetic Survey in June 1991..
 FG1017
 FG1017.The geoid height was determined by GEOID03.
 FG1017
 FG1017.The dynamic height is computed by dividing the NAVD 88
 FG1017.geopotential number by the normal gravity value computed on the
 FG1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1017.degrees latitude (g = 980.6199 gals.).
 FG1017
 FG1017.The modeled gravity was interpolated from observed gravity values.
 FG1017
 FG1017;                    North         East    Units  Estimated Accuracy
 FG1017;SPC AR N     -   106,470.      295,270.      MT  (+/- 180 meters Scaled)
 FG1017
 FG1017                          SUPERSEDED SURVEY CONTROL
 FG1017
 FG1017  NGVD 29 (??/??/92)  106.690  (m)          350.03   (f) ADJ UNCH    1 2
 FG1017
 FG1017.Superseded values are not recommended for survey control.
 FG1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1017.See file dsdata.txt to determine how the superseded data were derived.
 FG1017
 FG1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV862049(NAD 83)
 FG1017_MARKER: DB = BENCH MARK DISK
 FG1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1017_STAMPING: T-30 1932
 FG1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1017+STABILITY: SURFACE MOTION
 FG1017
 FG1017  HISTORY     - Date     Condition        Report By
 FG1017  HISTORY     - 1932     MONUMENTED       CGS
 FG1017  HISTORY     - 1934     GOOD             NGS
 FG1017  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1017
 FG1017                          STATION DESCRIPTION
 FG1017
 FG1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG1017'1.1 MI W FROM RUSSELLVILLE.
 FG1017'ABOUT 1.1 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FG1017'RUSSELLVILLE, ABOUT 30 1/4 POLES WEST OF MILEPOST 418, AT A GRADE
 FG1017'CROSSING, 60 FEET WEST OF THE ROAD, AND 40 FEET NORTH OF THE TRACK, A
 FG1017'STANDARD DISK, SET IN TOP OF A CONCRETE POST.
 FG1017
 FG1017                          STATION RECOVERY (1984)
 FG1017
 FG1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1017'NOT RECOVERED, AREA HAS APPARENTLY BEEN BULLDOZED FOR DRAINAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0710 ***********************************************************************
 EK0710  DESIGNATION -  T 300
 EK0710  PID         -  EK0710
 EK0710  STATE/COUNTY-  AR/POLK
 EK0710  USGS QUAD   -  ACORN (1975)
 EK0710
 EK0710                         *CURRENT SURVEY CONTROL
 EK0710  ___________________________________________________________________
 EK0710* NAD 83(1986)-  34 38 08.     (N)    094 12 16.     (W)     SCALED    
 EK0710* NAVD 88     -       331.218  (meters)    1086.67   (feet)  ADJUSTED  
 EK0710  ___________________________________________________________________
 EK0710  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 EK0710  DYNAMIC HT  -         330.861 (meters)    1085.50  (feet)  COMP
 EK0710  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 EK0710
 EK0710  VERT ORDER  -  FIRST     CLASS II
 EK0710
 EK0710.The horizontal coordinates were scaled from a topographic map and have
 EK0710.an estimated accuracy of +/- 6 seconds.
 EK0710
 EK0710.The orthometric height was determined by differential leveling
 EK0710.and adjusted by the National Geodetic Survey in June 1991..
 EK0710
 EK0710.The geoid height was determined by GEOID03.
 EK0710
 EK0710.The dynamic height is computed by dividing the NAVD 88
 EK0710.geopotential number by the normal gravity value computed on the
 EK0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0710.degrees latitude (g = 980.6199 gals.).
 EK0710
 EK0710.The modeled gravity was interpolated from observed gravity values.
 EK0710
 EK0710;                    North         East    Units  Estimated Accuracy
 EK0710;SPC AR S     -   620,560.      197,890.      MT  (+/- 180 meters Scaled)
 EK0710
 EK0710                          SUPERSEDED SURVEY CONTROL
 EK0710
 EK0710.No superseded survey control is available for this station.
 EK0710
 EK0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU896332(NAD 83)
 EK0710_MARKER: I = METAL ROD
 EK0710_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0710+WITH SETTING: INFORMATION.
 EK0710_SP_SET: SHALLOW SET METAL ROD
 EK0710_STAMPING: T 300 1985
 EK0710_MARK LOGO: NGS   
 EK0710_PROJECTION: FLUSH
 EK0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0710+STABILITY: POSITION/ELEVATION WELL
 EK0710_ROD/PIPE-DEPTH: 2.3  meters
 EK0710
 EK0710  HISTORY     - Date     Condition        Report By
 EK0710  HISTORY     - 1985     MONUMENTED       NGS
 EK0710  HISTORY     - 1987     GOOD             USPSQD
 EK0710  HISTORY     - 1988     GOOD             USPSQD
 EK0710  HISTORY     - 1989     GOOD             USPSQD
 EK0710  HISTORY     - 1990     GOOD             USPSQD
 EK0710
 EK0710                          STATION DESCRIPTION
 EK0710
 EK0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0710'8.7 KM (5.4 MI) NORTH FROM MENA.
 EK0710'8.7 KM (5.4 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0710'SOUTHERN RAILROAD STATION IN MENA, ALSO 0.96 KM (0.6 MI) SOUTH OF THE
 EK0710'JUNCTION OF U.S. HIGHWAYS 270 AND 59 AT ACORN, 17.9 METERS (58.6 WEST
 EK0710'OF THE CENTERLINE OF HIGHWAY 71, 50.9 METERS (167.0 FT)
 EK0710'SOUTH-SOUTHEAST OF THE SOUTH EDGE OF THE STONE BASE OF THE ACORN
 EK0710'SCHOOL SIGN, 0.61 METERS (2.0 FT) SOUTH OF A POWERLINE POLE NUMBERED
 EK0710'83, AND 2.4 METERS (8.0 FT) SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION
 EK0710'BOX NUMBERED 2979.  NOTE, DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 EK0710'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 EK0710'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 EK0710
 EK0710                          STATION RECOVERY (1987)
 EK0710
 EK0710'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0710'RECOVERED IN GOOD CONDITION.
 EK0710
 EK0710                          STATION RECOVERY (1988)
 EK0710
 EK0710'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0710'RECOVERED IN GOOD CONDITION.
 EK0710
 EK0710                          STATION RECOVERY (1989)
 EK0710
 EK0710'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0710'RECOVERED IN GOOD CONDITION.
 EK0710
 EK0710                          STATION RECOVERY (1990)
 EK0710
 EK0710'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0734 ***********************************************************************
 EK0734  DESIGNATION -  T 301
 EK0734  PID         -  EK0734
 EK0734  STATE/COUNTY-  AR/POLK
 EK0734  USGS QUAD   -  WICKES (1985)
 EK0734
 EK0734                         *CURRENT SURVEY CONTROL
 EK0734  ___________________________________________________________________
 EK0734* NAD 83(1986)-  34 20 19.     (N)    094 22 15.     (W)     SCALED    
 EK0734* NAVD 88     -       327.162  (meters)    1073.36   (feet)  ADJUSTED  
 EK0734  ___________________________________________________________________
 EK0734  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 EK0734  DYNAMIC HT  -         326.814 (meters)    1072.22  (feet)  COMP
 EK0734  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 EK0734
 EK0734  VERT ORDER  -  FIRST     CLASS II
 EK0734
 EK0734.The horizontal coordinates were scaled from a topographic map and have
 EK0734.an estimated accuracy of +/- 6 seconds.
 EK0734
 EK0734.The orthometric height was determined by differential leveling
 EK0734.and adjusted by the National Geodetic Survey in June 1991..
 EK0734
 EK0734.The geoid height was determined by GEOID03.
 EK0734
 EK0734.The dynamic height is computed by dividing the NAVD 88
 EK0734.geopotential number by the normal gravity value computed on the
 EK0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0734.degrees latitude (g = 980.6199 gals.).
 EK0734
 EK0734.The modeled gravity was interpolated from observed gravity values.
 EK0734
 EK0734;                    North         East    Units  Estimated Accuracy
 EK0734;SPC AR S     -   587,970.      181,880.      MT  (+/- 180 meters Scaled)
 EK0734
 EK0734                          SUPERSEDED SURVEY CONTROL
 EK0734
 EK0734.No superseded survey control is available for this station.
 EK0734
 EK0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU739005(NAD 83)
 EK0734_MARKER: DB = BENCH MARK DISK
 EK0734_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0734_SP_SET: CULVERT
 EK0734_STAMPING: T 301 1985
 EK0734_MARK LOGO: NGS   
 EK0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0734
 EK0734  HISTORY     - Date     Condition        Report By
 EK0734  HISTORY     - 1985     MONUMENTED       NGS
 EK0734  HISTORY     - 1987     GOOD             USPSQD
 EK0734  HISTORY     - 1988     GOOD             USPSQD
 EK0734  HISTORY     - 1989     GOOD             USPSQD
 EK0734  HISTORY     - 1990     GOOD             USPSQD
 EK0734
 EK0734                          STATION DESCRIPTION
 EK0734
 EK0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0734'2.5 KM (1.55 MI) SOUTH FROM HATTON.
 EK0734'2.5 KM (1.55 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0734'HATTON, SET IN TOP AND 1-FOOT SOUTH OF THE NORTH END OF THE WEST
 EK0734'ABUTMENT OF A 25-FEET BOX CULVERT UNDER HIGHWAY 71, AND 6.2 METERS
 EK0734'(20.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 EK0734'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0734
 EK0734                          STATION RECOVERY (1987)
 EK0734
 EK0734'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0734'RECOVERED IN GOOD CONDITION.
 EK0734
 EK0734                          STATION RECOVERY (1988)
 EK0734
 EK0734'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0734'RECOVERED IN GOOD CONDITION.
 EK0734
 EK0734                          STATION RECOVERY (1989)
 EK0734
 EK0734'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0734'RECOVERED IN GOOD CONDITION.
 EK0734
 EK0734                          STATION RECOVERY (1990)
 EK0734
 EK0734'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0761 ***********************************************************************
 EK0761  DESIGNATION -  T 302
 EK0761  PID         -  EK0761
 EK0761  STATE/COUNTY-  AR/SEVIER
 EK0761  USGS QUAD   -  DE QUEEN (1966)
 EK0761
 EK0761                         *CURRENT SURVEY CONTROL
 EK0761  ___________________________________________________________________
 EK0761* NAD 83(1986)-  34 03 48.     (N)    094 19 38.     (W)     SCALED    
 EK0761* NAVD 88     -       149.606  (meters)     490.83   (feet)  ADJUSTED  
 EK0761  ___________________________________________________________________
 EK0761  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EK0761  DYNAMIC HT  -         149.454 (meters)     490.33  (feet)  COMP
 EK0761  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 EK0761
 EK0761  VERT ORDER  -  FIRST     CLASS II
 EK0761
 EK0761.The horizontal coordinates were scaled from a topographic map and have
 EK0761.an estimated accuracy of +/- 6 seconds.
 EK0761
 EK0761.The orthometric height was determined by differential leveling
 EK0761.and adjusted by the National Geodetic Survey in June 1991..
 EK0761
 EK0761.The geoid height was determined by GEOID03.
 EK0761
 EK0761.The dynamic height is computed by dividing the NAVD 88
 EK0761.geopotential number by the normal gravity value computed on the
 EK0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0761.degrees latitude (g = 980.6199 gals.).
 EK0761
 EK0761.The modeled gravity was interpolated from observed gravity values.
 EK0761
 EK0761;                    North         East    Units  Estimated Accuracy
 EK0761;SPC AR S     -   557,350.      185,200.      MT  (+/- 180 meters Scaled)
 EK0761
 EK0761                          SUPERSEDED SURVEY CONTROL
 EK0761
 EK0761.No superseded survey control is available for this station.
 EK0761
 EK0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT775699(NAD 83)
 EK0761_MARKER: I = METAL ROD
 EK0761_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK0761_SP_SET: SHALLOW SET METAL ROD
 EK0761_STAMPING: T 302 1985
 EK0761_MARK LOGO: NGS   
 EK0761_PROJECTION: FLUSH
 EK0761_MAGNETIC: I = MARKER IS A STEEL ROD
 EK0761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0761+STABILITY: POSITION/ELEVATION WELL
 EK0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0761+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1998
 EK0761_ROD/PIPE-DEPTH: 1.8  meters
 EK0761
 EK0761  HISTORY     - Date     Condition        Report By
 EK0761  HISTORY     - 1985     MONUMENTED       NGS
 EK0761  HISTORY     - 1987     GOOD             USPSQD
 EK0761  HISTORY     - 19870626 GOOD             NGS
 EK0761  HISTORY     - 1988     GOOD             USPSQD
 EK0761  HISTORY     - 1989     GOOD             USPSQD
 EK0761  HISTORY     - 1990     GOOD             USPSQD
 EK0761  HISTORY     - 19980113 GOOD             NGS
 EK0761  HISTORY     - 20020111 GOOD             NGS
 EK0761
 EK0761                          STATION DESCRIPTION
 EK0761
 EK0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0761'2.1 KM (1.30 MI) NORTH FROM DE QUEEN.
 EK0761'2.08 KM (1.30 MI) NORTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION U.S.
 EK0761'HIGHWAY 70 IN DE QUEEN, IN Y-JUNCTION OF OLD HIGHWAY 71, 15.24 METERS
 EK0761'(50.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 34.13 METERS
 EK0761'(112.0 FT) NORTH OF A POWERLINE POLE NUMBERED 62, 14.50 METERS
 EK0761'(47.6 FT) EAST OF THE CENTERLINE OF OLD HIGHWAY 71, 6.24 METERS
 EK0761'(20.5 FT) SOUTH OF A LARGE PINE TREE, AND 0.30 METERS (1.0 FT) NORTH
 EK0761'OF A WITNESS POST.  NOTE, DRIVEN TO REFUSAL.
 EK0761'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EK0761'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0761
 EK0761                          STATION RECOVERY (1987)
 EK0761
 EK0761'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0761'RECOVERED IN GOOD CONDITION.
 EK0761
 EK0761                          STATION RECOVERY (1987)
 EK0761
 EK0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW)
 EK0761'OTHER ALIASES INCLUDE NN 173 AND DE QUEEN T 302.
 EK0761'
 EK0761'STATION IS 2.0 MI
 EK0761'(3.2 KM) NNE OF SEVIER COUNTY COURTHOUSE IN DE QUEEN, ARKANSAS.  TO
 EK0761'ACCESS FROM THE INTERSECTION OF ROUTES US 70, US 70B, US 59, US 71,
 EK0761'AND AR 41, GO NORTH ON ROUTES US 59 AND US 71.  GO 1.23 MI (1.98 KM)
 EK0761'TO A Y-JUNCTION WITH OLD US 71.  STATION IS IN (Y) , 15.2 M (49.9 FT)
 EK0761'WEST OF CENTER OF US 59/71, 14.5 M (47.6 FT) EAST OF CENTER OF OLD
 EK0761'HIGHWAY, 34.1 M (111.9 FT) NORTH OF POWER LINE POLE NO 62, 6.2 M (20.3
 EK0761'FT) SOUTH OF A LARGE PINE TREE, ABOUT LEVEL WITH THE HIGHWAY, 0.3 M
 EK0761'(1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A SECOND
 EK0761'WITNESS POST.  GRAVITY METER WAS SET ON CONCRETE RETAINING POST
 EK0761'SURROUNDING LOGO CAP AND BENCHMARK ROD AT THE LEVEL OF THE LOGO CAP.
 EK0761'0.040 M (0.131 FT) ABOVE MARK.
 EK0761
 EK0761                          STATION RECOVERY (1988)
 EK0761
 EK0761'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0761'RECOVERED IN GOOD CONDITION.
 EK0761
 EK0761                          STATION RECOVERY (1989)
 EK0761
 EK0761'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0761'RECOVERED IN GOOD CONDITION.
 EK0761
 EK0761                          STATION RECOVERY (1990)
 EK0761
 EK0761'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0761'RECOVERED IN GOOD CONDITION.
 EK0761
 EK0761                          STATION RECOVERY (1998)
 EK0761
 EK0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 EK0761'2.0 KM (1.25 MI) NORTHERLY ALONG U.S.  HIGHWAY 71 FROM THE JUNCTION OF
 EK0761'U.S.  HIGHWAY 70 IN DEQUEEN, 15.3 M (50.2 FT) WEST OF THE HIGHWAY
 EK0761'CENTERLINE, 14.4 M (47.2 FT) EAST OF THE CENTER OF J.B.  LOGAN CIRCLE,
 EK0761'1.3 M (4.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BLOCK
 EK0761'BUILDING, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M
 EK0761'(1.3 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 EK0761'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 EK0761'ANCHORED.
 EK0761
 EK0761                          STATION RECOVERY (2002)
 EK0761
 EK0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 EK0761'1987 RECOVERY SHOULD REFERENCE SEVIER COUNTY COURTHOUSE.  OTHER
 EK0761'GRAVITY DESIGNATIONS = DE QUEEN T 302, NN 173, DOD 5762-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1070 ***********************************************************************
 DM1070  DESIGNATION -  T 303
 DM1070  PID         -  DM1070
 DM1070  STATE/COUNTY-  AR/LITTLE RIVER
 DM1070  USGS QUAD   -  WINTHROP (1975)
 DM1070
 DM1070                         *CURRENT SURVEY CONTROL
 DM1070  ___________________________________________________________________
 DM1070* NAD 83(1986)-  33 46 58.     (N)    094 16 56.     (W)     SCALED    
 DM1070* NAVD 88     -        97.741  (meters)     320.67   (feet)  ADJUSTED  
 DM1070  ___________________________________________________________________
 DM1070  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DM1070  DYNAMIC HT  -          97.641 (meters)     320.34  (feet)  COMP
 DM1070  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 DM1070
 DM1070  VERT ORDER  -  FIRST     CLASS II
 DM1070
 DM1070.The horizontal coordinates were scaled from a topographic map and have
 DM1070.an estimated accuracy of +/- 6 seconds.
 DM1070
 DM1070.The orthometric height was determined by differential leveling
 DM1070.and adjusted by the National Geodetic Survey in June 1991..
 DM1070
 DM1070.The geoid height was determined by GEOID03.
 DM1070
 DM1070.The dynamic height is computed by dividing the NAVD 88
 DM1070.geopotential number by the normal gravity value computed on the
 DM1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1070.degrees latitude (g = 980.6199 gals.).
 DM1070
 DM1070.The modeled gravity was interpolated from observed gravity values.
 DM1070
 DM1070;                    North         East    Units  Estimated Accuracy
 DM1070;SPC AR S     -   526,150.      188,660.      MT  (+/- 180 meters Scaled)
 DM1070
 DM1070                          SUPERSEDED SURVEY CONTROL
 DM1070
 DM1070.No superseded survey control is available for this station.
 DM1070
 DM1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT812388(NAD 83)
 DM1070_MARKER: DB = BENCH MARK DISK
 DM1070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1070_SP_SET: BOX CULVERT
 DM1070_STAMPING: T 303 1985
 DM1070_MARK LOGO: NGS   
 DM1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1070
 DM1070  HISTORY     - Date     Condition        Report By
 DM1070  HISTORY     - 1985     MONUMENTED       NGS
 DM1070  HISTORY     - 1987     GOOD             USPSQD
 DM1070  HISTORY     - 1988     GOOD             USPSQD
 DM1070  HISTORY     - 1989     GOOD             USPSQD
 DM1070  HISTORY     - 1990     GOOD             USPSQD
 DM1070  HISTORY     - 19920823 GOOD             USPSQD
 DM1070
 DM1070                          STATION DESCRIPTION
 DM1070
 DM1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1070'9.0 KM (5.6 MI) SSE FROM WINTHROP.
 DM1070'9.0 KM (5.6 MI) SOUTH-SOUTHEAST ALONG STATE ROUTE 234 FROM THE POST
 DM1070'OFFICE IN WINTHROP, ALSO 2.7 KM (1.65 MI) NORTHWEST ALONG STATE ROUTE
 DM1070'234 FROM THE POST OFFICE IN ALLEENE, SET IN TOP OF THE SOUTHEAST END
 DM1070'OF THE SOUTHWEST HEADWALL OF A 12-FEET DOUBLE BOX CULVERT UNDER
 DM1070'HIGHWAY 234, AND 5.6 METERS (18.5 FT) SOUTHWEST OF THE CENTERLINE OF
 DM1070'THE HIGHWAY.
 DM1070'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1070
 DM1070                          STATION RECOVERY (1987)
 DM1070
 DM1070'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1070'RECOVERED IN GOOD CONDITION.
 DM1070
 DM1070                          STATION RECOVERY (1988)
 DM1070
 DM1070'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1070'RECOVERED IN GOOD CONDITION.
 DM1070
 DM1070                          STATION RECOVERY (1989)
 DM1070
 DM1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1070'RECOVERED IN GOOD CONDITION.
 DM1070
 DM1070                          STATION RECOVERY (1990)
 DM1070
 DM1070'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1070'RECOVERED IN GOOD CONDITION.
 DM1070
 DM1070                          STATION RECOVERY (1992)
 DM1070
 DM1070'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1146 ***********************************************************************
 DM1146  DESIGNATION -  T 307
 DM1146  PID         -  DM1146
 DM1146  STATE/COUNTY-  AR/LITTLE RIVER
 DM1146  USGS QUAD   -  ASHDOWN EAST (1975)
 DM1146
 DM1146                         *CURRENT SURVEY CONTROL
 DM1146  ___________________________________________________________________
 DM1146* NAD 83(1986)-  33 38 49.     (N)    094 06 17.     (W)     SCALED    
 DM1146* NAVD 88     -        98.398  (meters)     322.83   (feet)  ADJUSTED  
 DM1146  ___________________________________________________________________
 DM1146  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DM1146  DYNAMIC HT  -          98.295 (meters)     322.49  (feet)  COMP
 DM1146  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 DM1146
 DM1146  VERT ORDER  -  FIRST     CLASS II
 DM1146
 DM1146.The horizontal coordinates were scaled from a topographic map and have
 DM1146.an estimated accuracy of +/- 6 seconds.
 DM1146
 DM1146.The orthometric height was determined by differential leveling
 DM1146.and adjusted by the National Geodetic Survey in June 1991..
 DM1146
 DM1146.The geoid height was determined by GEOID03.
 DM1146
 DM1146.The dynamic height is computed by dividing the NAVD 88
 DM1146.geopotential number by the normal gravity value computed on the
 DM1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1146.degrees latitude (g = 980.6199 gals.).
 DM1146
 DM1146.The modeled gravity was interpolated from observed gravity values.
 DM1146
 DM1146;                    North         East    Units  Estimated Accuracy
 DM1146;SPC AR S     -   510,730.      204,780.      MT  (+/- 180 meters Scaled)
 DM1146
 DM1146                          SUPERSEDED SURVEY CONTROL
 DM1146
 DM1146.No superseded survey control is available for this station.
 DM1146
 DM1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT975235(NAD 83)
 DM1146_MARKER: I = METAL ROD
 DM1146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1146_SP_SET: STAINLESS STEEL ROD
 DM1146_STAMPING: T 307 1985
 DM1146_MARK LOGO: NGS   
 DM1146_PROJECTION: RECESSED 1 CENTIMETERS
 DM1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1146_ROD/PIPE-DEPTH: 4.9  meters
 DM1146
 DM1146  HISTORY     - Date     Condition        Report By
 DM1146  HISTORY     - 1985     MONUMENTED       NGS
 DM1146
 DM1146                          STATION DESCRIPTION
 DM1146
 DM1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1146'3.9 KM (2.4 MI) SE FROM ASHDOWN.
 DM1146'3.9 KM (2.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 71 FROM ITS NORTH
 DM1146'JUNCTION WITH STATE HIGHWAY 32 IN ASHDOWN, 25.8 M (84.6 FT) NORTHWEST
 DM1146'OF THE CENTER OF A DRIVEWAY LEADING TO THE ASHDOWN PENTECOSTAL CHURCH
 DM1146'OF GOD, 21.9 M (71.9 FT) WEST OF THE WEST CORNER OF THE CHURCH, 12.5
 DM1146'M (41.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES
 DM1146'OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTHEAST OF THE SOUTHWEST LEG OF
 DM1146'A SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 DM1146'CAP.
 DM1146'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1268 ***********************************************************************
 GE1268  DESIGNATION -  T 308
 GE1268  PID         -  GE1268
 GE1268  STATE/COUNTY-  AR/FULTON
 GE1268  USGS QUAD   -  WIRTH (1968)
 GE1268
 GE1268                         *CURRENT SURVEY CONTROL
 GE1268  ___________________________________________________________________
 GE1268* NAD 83(1986)-  36 26 11.     (N)    091 29 43.     (W)     SCALED    
 GE1268* NAVD 88     -       166.566  (meters)     546.48   (feet)  ADJUSTED  
 GE1268  ___________________________________________________________________
 GE1268  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GE1268  DYNAMIC HT  -         166.429 (meters)     546.03  (feet)  COMP
 GE1268  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 GE1268
 GE1268  VERT ORDER  -  FIRST     CLASS II
 GE1268
 GE1268.The horizontal coordinates were scaled from a topographic map and have
 GE1268.an estimated accuracy of +/- 6 seconds.
 GE1268
 GE1268.The orthometric height was determined by differential leveling
 GE1268.and adjusted by the National Geodetic Survey in January 1995..
 GE1268
 GE1268.The geoid height was determined by GEOID03.
 GE1268
 GE1268.The dynamic height is computed by dividing the NAVD 88
 GE1268.geopotential number by the normal gravity value computed on the
 GE1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1268.degrees latitude (g = 980.6199 gals.).
 GE1268
 GE1268.The modeled gravity was interpolated from observed gravity values.
 GE1268
 GE1268;                    North         East    Units  Estimated Accuracy
 GE1268;SPC AR N     -   233,450.      445,260.      MT  (+/- 180 meters Scaled)
 GE1268
 GE1268                          SUPERSEDED SURVEY CONTROL
 GE1268
 GE1268  NGVD 29 (10/05/93)  166.448  (m)          546.09   (f) ADJUSTED    1 2
 GE1268
 GE1268.Superseded values are not recommended for survey control.
 GE1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1268.See file dsdata.txt to determine how the superseded data were derived.
 GE1268
 GE1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA348334(NAD 83)
 GE1268_MARKER: DV = VERTICAL CONTROL DISK
 GE1268_SETTING: 66 = SET IN ROCK OUTCROP
 GE1268_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1268_STAMPING: T 308 1990
 GE1268_MARK LOGO: NGS   
 GE1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1268+STABILITY: POSITION/ELEVATION WELL
 GE1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1268+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1268
 GE1268  HISTORY     - Date     Condition        Report By
 GE1268  HISTORY     - 1990     MONUMENTED       NGS
 GE1268
 GE1268                          STATION DESCRIPTION
 GE1268
 GE1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1268'9.1 KM (5.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1268'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN A 3 BY 4-FOOT AREA OF
 GE1268'OUTCROPPING BEDROCK, 55.8 M (183.1 FT) SOUTHEAST OF A UTILITY POLE
 GE1268'WITH 6 GUY WIRES, 11.8 M (38.7 FT) EAST-NORTHEAST OF THE HIGHWAY
 GE1268'CENTERLINE, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M
 GE1268'(2.6 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0928 ***********************************************************************
 GG0928  DESIGNATION -  T 309
 GG0928  PID         -  GG0928
 GG0928  STATE/COUNTY-  AR/BENTON
 GG0928  USGS QUAD   -  PEA RIDGE (1981)
 GG0928
 GG0928                         *CURRENT SURVEY CONTROL
 GG0928  ___________________________________________________________________
 GG0928* NAD 83(1986)-  36 26 37.     (N)    094 01 19.     (W)     SCALED    
 GG0928* NAVD 88     -       431.760  (meters)    1416.53   (feet)  ADJUSTED  
 GG0928  ___________________________________________________________________
 GG0928  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GG0928  DYNAMIC HT  -         431.380 (meters)    1415.29  (feet)  COMP
 GG0928  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 GG0928
 GG0928  VERT ORDER  -  FIRST     CLASS II
 GG0928
 GG0928.The horizontal coordinates were scaled from a topographic map and have
 GG0928.an estimated accuracy of +/- 6 seconds.
 GG0928
 GG0928.The orthometric height was determined by differential leveling
 GG0928.and adjusted by the National Geodetic Survey in June 1991..
 GG0928
 GG0928.The geoid height was determined by GEOID03.
 GG0928
 GG0928.The dynamic height is computed by dividing the NAVD 88
 GG0928.geopotential number by the normal gravity value computed on the
 GG0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0928.degrees latitude (g = 980.6199 gals.).
 GG0928
 GG0928.The modeled gravity was interpolated from observed gravity values.
 GG0928
 GG0928;                    North         East    Units  Estimated Accuracy
 GG0928;SPC AR N     -   235,990.      218,720.      MT  (+/- 180 meters Scaled)
 GG0928
 GG0928                          SUPERSEDED SURVEY CONTROL
 GG0928
 GG0928  NGVD 29 (10/05/93)  431.609  (m)         1416.04   (f) ADJUSTED    1 2
 GG0928
 GG0928.Superseded values are not recommended for survey control.
 GG0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0928.See file dsdata.txt to determine how the superseded data were derived.
 GG0928
 GG0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA084336(NAD 83)
 GG0928_MARKER: I = METAL ROD
 GG0928_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0928+WITH SETTING: INFORMATION.
 GG0928_SP_SET: METAL ROD DRIVEN INTO GROUND
 GG0928_STAMPING: T 309 1989
 GG0928_MARK LOGO: NGS   
 GG0928_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0928+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0928
 GG0928  HISTORY     - Date     Condition        Report By
 GG0928  HISTORY     - 1989     MONUMENTED       NGS
 GG0928
 GG0928                          STATION DESCRIPTION
 GG0928
 GG0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0928'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 62 FROM THE POST
 GG0928'OFFICE IN GARFIELD, A METAL ROD DRIVEN TO REFUSAL AT 1.4 M AND FLUSH
 GG0928'WITH GROUND, 0.25 KM (0.15 MI) NORTHEAST OF THE MAIN ENTRANCE TO THE
 GG0928'PEA RIDGE NATIONAL MILITARY PARK, 15.1 M (49.5 FT) NORTHWEST OF THE
 GG0928'CENTERLINE OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A RAIL FENCE
 GG0928'CORNER, 0.2 M (0.7 FT) SOUTH-SOUTHEAST OF WITNESS POST AND FENCE, AND
 GG0928'LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GG0928'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0127 ***********************************************************************
 GG0127  DESIGNATION -  T 31
 GG0127  PID         -  GG0127
 GG0127  STATE/COUNTY-  AR/BENTON
 GG0127  USGS QUAD   -  GENTRY (1982)
 GG0127
 GG0127                         *CURRENT SURVEY CONTROL
 GG0127  ___________________________________________________________________
 GG0127* NAD 83(1997)-  36 18 59.57365(N)    094 27 13.99250(W)     ADJUSTED  
 GG0127* NAVD 88     -       404.907  (meters)    1328.43   (feet)  ADJUSTED  
 GG0127  ___________________________________________________________________
 GG0127  X           -    -399,588.736 (meters)                     COMP
 GG0127  Y           -  -5,130,039.207 (meters)                     COMP
 GG0127  Z           -   3,756,774.145 (meters)                     COMP
 GG0127  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 GG0127  ELLIP HEIGHT-         376.67  (meters)          (09/24/01) GPS OBS
 GG0127  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GG0127  DYNAMIC HT  -         404.557 (meters)    1327.28  (feet)  COMP
 GG0127  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 GG0127
 GG0127  HORZ ORDER  -  FIRST
 GG0127  VERT ORDER  -  SECOND    CLASS 0
 GG0127  ELLP ORDER  -  FOURTH    CLASS II
 GG0127
 GG0127.The horizontal coordinates were established by GPS observations
 GG0127.and adjusted by the National Geodetic Survey in September 1999..
 GG0127
 GG0127.The orthometric height was determined by differential leveling
 GG0127.and adjusted by the National Geodetic Survey in June 1991..
 GG0127
 GG0127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0127
 GG0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0127
 GG0127.The ellipsoidal height was determined by GPS observations
 GG0127.and is referenced to NAD 83.
 GG0127
 GG0127.The geoid height was determined by GEOID03.
 GG0127
 GG0127.The dynamic height is computed by dividing the NAVD 88
 GG0127.geopotential number by the normal gravity value computed on the
 GG0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0127.degrees latitude (g = 980.6199 gals.).
 GG0127
 GG0127.The modeled gravity was interpolated from observed gravity values.
 GG0127
 GG0127;                    North         East     Units Scale Factor Converg.
 GG0127;SPC AR N     -   222,775.784   179,655.055   MT  1.00001751   -1 25 40.5
 GG0127;SPC AR N     -   730,890.22    589,418.29   sFT  1.00001751   -1 25 40.5
 GG0127;UTM  15      - 4,020,040.033   369,486.089   MT  0.99980987   -0 51 40.2
 GG0127
 GG0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0127!SPC AR N     -   0.99994089  x   1.00001751  =   0.99995840
 GG0127!UTM  15      -   0.99994089  x   0.99980987  =   0.99975077
 GG0127
 GG0127                          SUPERSEDED SURVEY CONTROL
 GG0127
 GG0127  ELLIP H (09/14/99)  376.58   (m)                       GP(       ) 4 1
 GG0127  NAD 83(1997)-  36 18 59.57998(N)    094 27 13.99491(W) AD(       ) 1
 GG0127  NAD 83(1997)-  36 18 59.58587(N)    094 27 13.99668(W) AD(       ) 1
 GG0127  NAD 83(1986)-  36 18 59.58793(N)    094 27 13.99633(W) AD(       ) 1
 GG0127  NGVD 29 (??/??/92)  404.762  (m)         1327.96   (f) ADJ UNCH    2 0
 GG0127
 GG0127.Superseded values are not recommended for survey control.
 GG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0127.See file dsdata.txt to determine how the superseded data were derived.
 GG0127
 GG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6948620040(NAD 83)
 GG0127_MARKER: DB = BENCH MARK DISK
 GG0127_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GG0127_SP_SET: HEADWALL
 GG0127_STAMPING: T-31 1934
 GG0127_MARK LOGO: CGS   
 GG0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0127+STABILITY: SURFACE MOTION
 GG0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0127+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1990
 GG0127
 GG0127  HISTORY     - Date     Condition        Report By
 GG0127  HISTORY     - 1934     MONUMENTED       CGS
 GG0127  HISTORY     - 1961     GOOD             NGS
 GG0127  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0127  HISTORY     - 19900419 GOOD             NGS
 GG0127
 GG0127                          STATION DESCRIPTION
 GG0127
 GG0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0127'1.3 MI S FROM DECATUR.
 GG0127'IN THE NORTHEAST PARAPET WALL OF CONCRETE KANSAS CITY SOUTHERN
 GG0127'RAILROAD BRIDGE.  4 FEET EAST OF TRACK, 10 POLES SOUTH OF
 GG0127'MILEPOST 218.  HIGHWAY 107 PARALLELS K.C.S. RR.
 GG0127
 GG0127                          STATION RECOVERY (1961)
 GG0127
 GG0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0127'RECOVERED IN GOOD CONDITION.
 GG0127
 GG0127                          STATION RECOVERY (1987)
 GG0127
 GG0127'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0127'MARK NOT FOUND.
 GG0127
 GG0127                          STATION RECOVERY (1990)
 GG0127
 GG0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0127'STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTHWEST OF CAVE SPRINGS,
 GG0127'6.0 KM (3.7 MI) NORTHEAST OF GENTRY, AND 2.4 KM (1.5 MI) SOUTH OF
 GG0127'DECATUR.  OWNERSHIP--KANSAS CITY AND SOUTHERN RAILROAD.
 GG0127'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION OF STATE
 GG0127'HIGHWAYS 59 AND 102 IN DECATUR, GO SOUTHEASTERLY ON STATE HIGHWAY 59
 GG0127'FOR 2.35 KM (1.46 MI) TO THE STATION ON THE RIGHT.
 GG0127'STATION IS A STANDARD BENCH MARK DISK STAMPED---T 31 1934---.  SET IN
 GG0127'THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 4 X 10 FT (3.0 M)
 GG0127'CONCRETE CULVERT UNDER THE RAILROAD.  IT IS 113.2 M (371.4 FT) SOUTH
 GG0127'OF THE CENTER OF A GRAVELED ROAD LEADING WEST TO A ELECTRIC
 GG0127'SUB-STATION, 21.3 M (69.9 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 GG0127'HIGHWAY 59, 1.8 M (5.9 FT) NORTHEAST OF THE NEAR RAIL, AND 0.3 M
 GG0127'(1.0 FT) WEST OF THE EAST END OF THE HEADWALL.
 GG0127'CAN USE A TRIVET AT THIS STATION.
 GG0127'DESCRIBED BY E.J.HANSMANN, CHECKED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0898 ***********************************************************************
 GG0898  DESIGNATION -  T 310
 GG0898  PID         -  GG0898
 GG0898  STATE/COUNTY-  AR/WASHINGTON
 GG0898  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0898
 GG0898                         *CURRENT SURVEY CONTROL
 GG0898  ___________________________________________________________________
 GG0898* NAD 83(1986)-  36 00 32.     (N)    094 10 26.     (W)     SCALED    
 GG0898* NAVD 88     -       385.038  (meters)    1263.25   (feet)  ADJUSTED  
 GG0898  ___________________________________________________________________
 GG0898  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GG0898  DYNAMIC HT  -         384.689 (meters)    1262.10  (feet)  COMP
 GG0898  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 GG0898
 GG0898  VERT ORDER  -  FIRST     CLASS II
 GG0898
 GG0898.The horizontal coordinates were scaled from a topographic map and have
 GG0898.an estimated accuracy of +/- 6 seconds.
 GG0898
 GG0898.The orthometric height was determined by differential leveling
 GG0898.and adjusted by the National Geodetic Survey in June 1991..
 GG0898
 GG0898.The geoid height was determined by GEOID03.
 GG0898
 GG0898.The dynamic height is computed by dividing the NAVD 88
 GG0898.geopotential number by the normal gravity value computed on the
 GG0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0898.degrees latitude (g = 980.6199 gals.).
 GG0898
 GG0898.The modeled gravity was interpolated from observed gravity values.
 GG0898
 GG0898;                    North         East    Units  Estimated Accuracy
 GG0898;SPC AR N     -   188,060.      204,040.      MT  (+/- 180 meters Scaled)
 GG0898
 GG0898                          SUPERSEDED SURVEY CONTROL
 GG0898
 GG0898  NGVD 29 (10/05/93)  384.873  (m)         1262.70   (f) ADJUSTED    1 2
 GG0898
 GG0898.Superseded values are not recommended for survey control.
 GG0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0898.See file dsdata.txt to determine how the superseded data were derived.
 GG0898
 GG0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV942855(NAD 83)
 GG0898_MARKER: I = METAL ROD
 GG0898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0898_SP_SET: STAINLESS STEEL ROD
 GG0898_STAMPING: T 310 1989
 GG0898_MARK LOGO: NGS   
 GG0898_PROJECTION: FLUSH
 GG0898_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0898+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0898_ROD/PIPE-DEPTH: 6.6  meters
 GG0898
 GG0898  HISTORY     - Date     Condition        Report By
 GG0898  HISTORY     - 1989     MONUMENTED       NGS
 GG0898
 GG0898                          STATION DESCRIPTION
 GG0898
 GG0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0898'IN FAYETTEVILLE, AT THE INTERSECTION OF DIXON STREET AND THE ARKANSAS
 GG0898'AND MISSOURI RAILROAD, 0.3 KM (0.20 MI) SOUTH-SOUTHWEST OF THE DRAKE
 GG0898'FIELD CONTROL TOWER, 37.7 M (123.7 FT) WEST OF THE CENTERLINE OF U.S.
 GG0898'HIGHWAY 71, 14.8 M (48.6 FT) EAST OF THE NEAR RAIL, 5.3 M (17.4 FT)
 GG0898'NORTH OF THE CENTER OF THE STREET, 3.7 M (12.1 FT) WEST OF THE CENTER
 GG0898'OF AN ENTRANCE TO THE UNIVERSAL MONEY CENTER, 1.0 M (3.3 FT) EAST OF
 GG0898'UTILITY POLE NUMBER 2252, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 GG0898'LEVEL WITH THE STREET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GG0898'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1256 ***********************************************************************
 FH1256  DESIGNATION -  T 311
 FH1256  PID         -  FH1256
 FH1256  STATE/COUNTY-  AR/CRAWFORD
 FH1256  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH1256
 FH1256                         *CURRENT SURVEY CONTROL
 FH1256  ___________________________________________________________________
 FH1256* NAD 83(1986)-  35 32 25.     (N)    094 14 54.     (W)     SCALED    
 FH1256* NAVD 88     -       214.441  (meters)     703.55   (feet)  ADJUSTED  
 FH1256  ___________________________________________________________________
 FH1256  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FH1256  DYNAMIC HT  -         214.243 (meters)     702.90  (feet)  COMP
 FH1256  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FH1256
 FH1256  VERT ORDER  -  FIRST     CLASS II
 FH1256
 FH1256.The horizontal coordinates were scaled from a topographic map and have
 FH1256.an estimated accuracy of +/- 6 seconds.
 FH1256
 FH1256.The orthometric height was determined by differential leveling
 FH1256.and adjusted by the National Geodetic Survey in June 1991..
 FH1256
 FH1256.The geoid height was determined by GEOID03.
 FH1256
 FH1256.The dynamic height is computed by dividing the NAVD 88
 FH1256.geopotential number by the normal gravity value computed on the
 FH1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1256.degrees latitude (g = 980.6199 gals.).
 FH1256
 FH1256.The modeled gravity was interpolated from observed gravity values.
 FH1256
 FH1256;                    North         East    Units  Estimated Accuracy
 FH1256;SPC AR N     -   136,230.      196,140.      MT  (+/- 180 meters Scaled)
 FH1256
 FH1256                          SUPERSEDED SURVEY CONTROL
 FH1256
 FH1256  NGVD 29 (10/05/93)  214.337  (m)          703.20   (f) ADJUSTED    1 2
 FH1256
 FH1256.Superseded values are not recommended for survey control.
 FH1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1256.See file dsdata.txt to determine how the superseded data were derived.
 FH1256
 FH1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV868336(NAD 83)
 FH1256_MARKER: DV = VERTICAL CONTROL DISK
 FH1256_SETTING: 66 = SET IN ROCK OUTCROP
 FH1256_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1256_STAMPING: T 311 1989
 FH1256_MARK LOGO: NGS   
 FH1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1256+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1256
 FH1256  HISTORY     - Date     Condition        Report By
 FH1256  HISTORY     - 1989     MONUMENTED       NGS
 FH1256
 FH1256                          STATION DESCRIPTION
 FH1256
 FH1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1256'2.9 KM (1.80 MI) NORTHEASTERLY ALONG STATE HIGHWAY 282 FROM ITS
 FH1256'JUNCTION WITH THE ARKANSAS AND MISSOURI RAILROAD IN RUDY, THE MARK IS
 FH1256'IN BEDROCK 0.43 M (1.4 FT) BELOW THE GROUND SURFACE ACCESS TO WHICH
 FH1256'IS THROUGH A 5-INCH LOGO CAP, 9.6 M (31.5 FT) EAST OF THE CENTER OF A
 FH1256'DRIVEWAY LEADING SOUTH TO THE EVERETTE RESIDENCE, 9.4 M (30.8 FT)
 FH1256'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 FH1256'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 FH1256'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1235 ***********************************************************************
 FH1235  DESIGNATION -  T 312
 FH1235  PID         -  FH1235
 FH1235  STATE/COUNTY-  AR/CRAWFORD
 FH1235  USGS QUAD   -  BRENTWOOD (1983)
 FH1235
 FH1235                         *CURRENT SURVEY CONTROL
 FH1235  ___________________________________________________________________
 FH1235* NAD 83(1986)-  35 45 18.     (N)    094 06 56.     (W)     SCALED    
 FH1235* NAVD 88     -       630.407  (meters)    2068.26   (feet)  ADJUSTED  
 FH1235  ___________________________________________________________________
 FH1235  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FH1235  DYNAMIC HT  -         629.804 (meters)    2066.28  (feet)  COMP
 FH1235  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 FH1235
 FH1235  VERT ORDER  -  FIRST     CLASS II
 FH1235
 FH1235.The horizontal coordinates were scaled from a topographic map and have
 FH1235.an estimated accuracy of +/- 6 seconds.
 FH1235
 FH1235.The orthometric height was determined by differential leveling
 FH1235.and adjusted by the National Geodetic Survey in June 1991..
 FH1235
 FH1235.The geoid height was determined by GEOID03.
 FH1235
 FH1235.The dynamic height is computed by dividing the NAVD 88
 FH1235.geopotential number by the normal gravity value computed on the
 FH1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1235.degrees latitude (g = 980.6199 gals.).
 FH1235
 FH1235.The modeled gravity was interpolated from observed gravity values.
 FH1235
 FH1235;                    North         East    Units  Estimated Accuracy
 FH1235;SPC AR N     -   159,780.      208,690.      MT  (+/- 180 meters Scaled)
 FH1235
 FH1235                          SUPERSEDED SURVEY CONTROL
 FH1235
 FH1235  NGVD 29 (10/05/93)  630.255  (m)         2067.76   (f) ADJUSTED    1 2
 FH1235
 FH1235.Superseded values are not recommended for survey control.
 FH1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1235.See file dsdata.txt to determine how the superseded data were derived.
 FH1235
 FH1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV991573(NAD 83)
 FH1235_MARKER: I = METAL ROD
 FH1235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1235_SP_SET: STAINLESS STEEL ROD
 FH1235_STAMPING: T 312 1989
 FH1235_MARK LOGO: NGS   
 FH1235_PROJECTION: FLUSH
 FH1235_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1235+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1235_ROD/PIPE-DEPTH: 4.6  meters
 FH1235
 FH1235  HISTORY     - Date     Condition        Report By
 FH1235  HISTORY     - 1989     MONUMENTED       NGS
 FH1235
 FH1235                          STATION DESCRIPTION
 FH1235
 FH1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1235'6.6 KM (4.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1235'WITH STATE HIGHWAY 74 IN WINSLOW, 18.5 M (60.7 FT) NORTHEAST OF A
 FH1235'UTILITY POLE WITH 2 GUY WIRES, 17.5 M (57.4 FT) WEST OF THE CENTER OF
 FH1235'THE HIGHWAY, 13.5 M (44.3 FT) NORTH OF THE CENTER OF A DRIVEWAY
 FH1235'LEADING WEST TO A CHICKEN RANCH, 1.4 M (4.6 FT) NORTH OF A UTILITY
 FH1235'POLE WITH 2 GUY WIRES, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.3
 FH1235'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 FH1235'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1251 ***********************************************************************
 GE1251  DESIGNATION -  T 313
 GE1251  PID         -  GE1251
 GE1251  STATE/COUNTY-  AR/SHARP
 GE1251  USGS QUAD   -  HARDY (1981)
 GE1251
 GE1251                         *CURRENT SURVEY CONTROL
 GE1251  ___________________________________________________________________
 GE1251* NAD 83(1986)-  36 18 14.     (N)    091 25 08.     (W)     SCALED    
 GE1251* NAVD 88     -       132.632  (meters)     435.14   (feet)  ADJUSTED  
 GE1251  ___________________________________________________________________
 GE1251  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE1251  DYNAMIC HT  -         132.521 (meters)     434.78  (feet)  COMP
 GE1251  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 GE1251
 GE1251  VERT ORDER  -  FIRST     CLASS II
 GE1251
 GE1251.The horizontal coordinates were scaled from a topographic map and have
 GE1251.an estimated accuracy of +/- 6 seconds.
 GE1251
 GE1251.The orthometric height was determined by differential leveling
 GE1251.and adjusted by the National Geodetic Survey in January 1995..
 GE1251
 GE1251.The geoid height was determined by GEOID03.
 GE1251
 GE1251.The dynamic height is computed by dividing the NAVD 88
 GE1251.geopotential number by the normal gravity value computed on the
 GE1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1251.degrees latitude (g = 980.6199 gals.).
 GE1251
 GE1251.The modeled gravity was interpolated from observed gravity values.
 GE1251
 GE1251;                    North         East    Units  Estimated Accuracy
 GE1251;SPC AR N     -   218,780.      452,190.      MT  (+/- 180 meters Scaled)
 GE1251
 GE1251                          SUPERSEDED SURVEY CONTROL
 GE1251
 GE1251  NGVD 29 (10/05/93)  132.525  (m)          434.79   (f) ADJUSTED    1 2
 GE1251
 GE1251.Superseded values are not recommended for survey control.
 GE1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1251.See file dsdata.txt to determine how the superseded data were derived.
 GE1251
 GE1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA419188(NAD 83)
 GE1251_MARKER: DV = VERTICAL CONTROL DISK
 GE1251_SETTING: 66 = SET IN ROCK OUTCROP
 GE1251_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1251_STAMPING: T 313 1990
 GE1251_MARK LOGO: NGS   
 GE1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1251+STABILITY: POSITION/ELEVATION WELL
 GE1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1251+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1251
 GE1251  HISTORY     - Date     Condition        Report By
 GE1251  HISTORY     - 1990     MONUMENTED       NGS
 GE1251
 GE1251                          STATION DESCRIPTION
 GE1251
 GE1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1251'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1251'U.S. HIGHWAY 62 IN HARDY, IN A 4 BY 7-FOOT AREA OF OUTCROPPING
 GE1251'BEDROCK, 12.7 M (41.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.7 M
 GE1251'(28.5 FT) SOUTHWEST OF UTILITY POLE NUMBER 1200 26, 2.8 M (9.2 FT)
 GE1251'EAST OF A GUY WIRE ANCHOR, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 GE1251'HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2188 ***********************************************************************
 FF2188  DESIGNATION -  T 314
 FF2188  PID         -  FF2188
 FF2188  STATE/COUNTY-  AR/POINSETT
 FF2188  USGS QUAD   -  TRUMANN (1983)
 FF2188
 FF2188                         *CURRENT SURVEY CONTROL
 FF2188  ___________________________________________________________________
 FF2188* NAD 83(1986)-  35 39 01.     (N)    090 30 01.     (W)     SCALED    
 FF2188* NAVD 88     -        66.832  (meters)     219.26   (feet)  ADJUSTED  
 FF2188  ___________________________________________________________________
 FF2188  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FF2188  DYNAMIC HT  -          66.774 (meters)     219.07  (feet)  COMP
 FF2188  MODELED GRAV-     979,765.7   (mgal)                       NAVD 88
 FF2188
 FF2188  VERT ORDER  -  FIRST     CLASS II
 FF2188
 FF2188.The horizontal coordinates were scaled from a topographic map and have
 FF2188.an estimated accuracy of +/- 6 seconds.
 FF2188
 FF2188.The orthometric height was determined by differential leveling
 FF2188.and adjusted by the National Geodetic Survey in January 1995..
 FF2188
 FF2188.The geoid height was determined by GEOID03.
 FF2188
 FF2188.The dynamic height is computed by dividing the NAVD 88
 FF2188.geopotential number by the normal gravity value computed on the
 FF2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2188.degrees latitude (g = 980.6199 gals.).
 FF2188
 FF2188.The modeled gravity was interpolated from observed gravity values.
 FF2188
 FF2188;                    North         East    Units  Estimated Accuracy
 FF2188;SPC AR N     -   147,140.      535,800.      MT  (+/- 180 meters Scaled)
 FF2188
 FF2188                          SUPERSEDED SURVEY CONTROL
 FF2188
 FF2188  NGVD 29 (10/05/93)   66.764  (m)          219.04   (f) ADJUSTED    1 2
 FF2188
 FF2188.Superseded values are not recommended for survey control.
 FF2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2188.See file dsdata.txt to determine how the superseded data were derived.
 FF2188
 FF2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV263480(NAD 83)
 FF2188_MARKER: I = METAL ROD
 FF2188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2188_SP_SET: STAINLESS STEEL ROD
 FF2188_STAMPING: T 314 1990
 FF2188_MARK LOGO: NGS   
 FF2188_PROJECTION: FLUSH
 FF2188_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2188+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF2188_ROD/PIPE-DEPTH: 21.9 meters
 FF2188
 FF2188  HISTORY     - Date     Condition        Report By
 FF2188  HISTORY     - 1990     MONUMENTED       NGS
 FF2188  HISTORY     - 20020814 GOOD             USACE
 FF2188
 FF2188                          STATION DESCRIPTION
 FF2188
 FF2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2188'3.9 KM (2.40 MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 63 FROM THE JUNCTION
 FF2188'OF STATE HIGHWAY 69 IN TRUMANN, 27.1 M (88.9 FT) WEST OF A UTILITY
 FF2188'POLE WITH A GUY WIRE, 18.6 M (61.0 FT) EAST OF AND LEVEL WITH THE
 FF2188'HIGHWAY CENTERLINE, 12.6 M (41.3 FT) SOUTH OF THE CENTER OF A FIELD
 FF2188'ENTRANCE, 1.2 M (3.9 FT) SOUTH OF A UTILITY POLE, AND 0.3 M (1.0 FT)
 FF2188'NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 FF2188'5-INCH LOGO CAP.
 FF2188
 FF2188                          STATION RECOVERY (2002)
 FF2188
 FF2188'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1220 ***********************************************************************
 GE1220  DESIGNATION -  T 315
 GE1220  PID         -  GE1220
 GE1220  STATE/COUNTY-  AR/LAWRENCE
 GE1220  USGS QUAD   -  EATON (1981)
 GE1220
 GE1220                         *CURRENT SURVEY CONTROL
 GE1220  ___________________________________________________________________
 GE1220* NAD 83(1986)-  36 06 28.     (N)    091 07 51.     (W)     SCALED    
 GE1220* NAVD 88     -       117.630  (meters)     385.92   (feet)  ADJUSTED  
 GE1220  ___________________________________________________________________
 GE1220  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GE1220  DYNAMIC HT  -         117.532 (meters)     385.60  (feet)  COMP
 GE1220  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GE1220
 GE1220  VERT ORDER  -  FIRST     CLASS II
 GE1220
 GE1220.The horizontal coordinates were scaled from a topographic map and have
 GE1220.an estimated accuracy of +/- 6 seconds.
 GE1220
 GE1220.The orthometric height was determined by differential leveling
 GE1220.and adjusted by the National Geodetic Survey in January 1995..
 GE1220
 GE1220.The geoid height was determined by GEOID03.
 GE1220
 GE1220.The dynamic height is computed by dividing the NAVD 88
 GE1220.geopotential number by the normal gravity value computed on the
 GE1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1220.degrees latitude (g = 980.6199 gals.).
 GE1220
 GE1220.The modeled gravity was interpolated from observed gravity values.
 GE1220
 GE1220;                    North         East    Units  Estimated Accuracy
 GE1220;SPC AR N     -   197,210.      478,260.      MT  (+/- 180 meters Scaled)
 GE1220
 GE1220                          SUPERSEDED SURVEY CONTROL
 GE1220
 GE1220  NGVD 29 (10/05/93)  117.537  (m)          385.62   (f) ADJUSTED    1 2
 GE1220
 GE1220.Superseded values are not recommended for survey control.
 GE1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1220.See file dsdata.txt to determine how the superseded data were derived.
 GE1220
 GE1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV682975(NAD 83)
 GE1220_MARKER: I = METAL ROD
 GE1220_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1220+WITH SETTING: INFORMATION.
 GE1220_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1220_STAMPING: T 315 1990
 GE1220_MARK LOGO: NGS   
 GE1220_PROJECTION: FLUSH
 GE1220_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1220+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1220_ROD/PIPE-DEPTH: 2.3  meters
 GE1220
 GE1220  HISTORY     - Date     Condition        Report By
 GE1220  HISTORY     - 1990     MONUMENTED       NGS
 GE1220
 GE1220                          STATION DESCRIPTION
 GE1220
 GE1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1220'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1220'STATE HIGHWAY 25 IN BLACK ROCK, 0.6 KM (0.35 MI) SOUTHEAST OF THE
 GE1220'INTERSECTION OF STATE HIGHWAY 117, 19.2 M (63.0 FT) SOUTH OF THE
 GE1220'HIGHWAY CENTERLINE, 8.4 M (27.6 FT) WEST OF A UTILITY POLE, 0.5 M
 GE1220'(1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 GE1220'THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 GE1220'A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1238 ***********************************************************************
 GE1238  DESIGNATION -  T 316
 GE1238  PID         -  GE1238
 GE1238  STATE/COUNTY-  AR/SHARP
 GE1238  USGS QUAD   -  WILLIFORD (1981)
 GE1238
 GE1238                         *CURRENT SURVEY CONTROL
 GE1238  ___________________________________________________________________
 GE1238* NAD 83(1986)-  36 16 37.     (N)    091 18 41.     (W)     SCALED    
 GE1238* NAVD 88     -       176.666  (meters)     579.61   (feet)  ADJUSTED  
 GE1238  ___________________________________________________________________
 GE1238  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE1238  DYNAMIC HT  -         176.518 (meters)     579.13  (feet)  COMP
 GE1238  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 GE1238
 GE1238  VERT ORDER  -  FIRST     CLASS II
 GE1238
 GE1238.The horizontal coordinates were scaled from a topographic map and have
 GE1238.an estimated accuracy of +/- 6 seconds.
 GE1238
 GE1238.The orthometric height was determined by differential leveling
 GE1238.and adjusted by the National Geodetic Survey in January 1995..
 GE1238
 GE1238.The geoid height was determined by GEOID03.
 GE1238
 GE1238.The dynamic height is computed by dividing the NAVD 88
 GE1238.geopotential number by the normal gravity value computed on the
 GE1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1238.degrees latitude (g = 980.6199 gals.).
 GE1238
 GE1238.The modeled gravity was interpolated from observed gravity values.
 GE1238
 GE1238;                    North         East    Units  Estimated Accuracy
 GE1238;SPC AR N     -   215,850.      461,870.      MT  (+/- 180 meters Scaled)
 GE1238
 GE1238                          SUPERSEDED SURVEY CONTROL
 GE1238
 GE1238  NGVD 29 (10/05/93)  176.562  (m)          579.27   (f) ADJUSTED    1 2
 GE1238
 GE1238.Superseded values are not recommended for survey control.
 GE1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1238.See file dsdata.txt to determine how the superseded data were derived.
 GE1238
 GE1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA516159(NAD 83)
 GE1238_MARKER: I = METAL ROD
 GE1238_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1238+WITH SETTING: INFORMATION.
 GE1238_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1238_STAMPING: T 316 1990
 GE1238_MARK LOGO: NGS   
 GE1238_PROJECTION: FLUSH
 GE1238_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1238+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1238_ROD/PIPE-DEPTH: 2.0  meters
 GE1238
 GE1238  HISTORY     - Date     Condition        Report By
 GE1238  HISTORY     - 1990     MONUMENTED       NGS
 GE1238
 GE1238                          STATION DESCRIPTION
 GE1238
 GE1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1238'7.1 KM (4.40 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1238'STATE HIGHWAY 90 IN RAVENDEN, 19.9 M (65.3 FT) NORTH OF AND LEVEL
 GE1238'WITH THE HIGHWAY CENTERLINE, 12.4 M (40.7 FT) EAST OF THE CENTER OF A
 GE1238'DIRT ROAD LEADING NORTH, 1.0 M (3.3 FT) EAST OF A UTILITY POLE WITH 2
 GE1238'GUY WIRES, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS
 GE1238'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN
 GE1238'TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0224 ***********************************************************************
 GE0224  DESIGNATION -  T 32
 GE0224  PID         -  GE0224
 GE0224  STATE/COUNTY-  AR/CLAY
 GE0224  USGS QUAD   -  KNOBEL (1993)
 GE0224
 GE0224                         *CURRENT SURVEY CONTROL
 GE0224  ___________________________________________________________________
 GE0224* NAD 83(1986)-  36 18 59.     (N)    090 36 18.     (W)     SCALED    
 GE0224* NAVD 88     -        85.241  (meters)     279.66   (feet)  ADJUSTED  
 GE0224  ___________________________________________________________________
 GE0224  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE0224  DYNAMIC HT  -          85.172 (meters)     279.44  (feet)  COMP
 GE0224  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 GE0224
 GE0224  VERT ORDER  -  FIRST     CLASS II
 GE0224
 GE0224.The horizontal coordinates were scaled from a topographic map and have
 GE0224.an estimated accuracy of +/- 6 seconds.
 GE0224
 GE0224.The orthometric height was determined by differential leveling
 GE0224.and adjusted by the National Geodetic Survey in June 1991..
 GE0224
 GE0224.The geoid height was determined by GEOID03.
 GE0224
 GE0224.The dynamic height is computed by dividing the NAVD 88
 GE0224.geopotential number by the normal gravity value computed on the
 GE0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0224.degrees latitude (g = 980.6199 gals.).
 GE0224
 GE0224.The modeled gravity was interpolated from observed gravity values.
 GE0224
 GE0224;                    North         East    Units  Estimated Accuracy
 GE0224;SPC AR N     -   220,900.      525,270.      MT  (+/- 180 meters Scaled)
 GE0224
 GE0224                          SUPERSEDED SURVEY CONTROL
 GE0224
 GE0224  NGVD 29 (??/??/92)   85.233  (m)          279.64   (f) ADJ UNCH    1 2
 GE0224
 GE0224.Superseded values are not recommended for survey control.
 GE0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0224.See file dsdata.txt to determine how the superseded data were derived.
 GE0224
 GE0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA150217(NAD 83)
 GE0224_MARKER: DB = BENCH MARK DISK
 GE0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0224_STAMPING: T 32 1933
 GE0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0224+STABILITY: SURFACE MOTION
 GE0224
 GE0224  HISTORY     - Date     Condition        Report By
 GE0224  HISTORY     - 1933     MONUMENTED       CGS
 GE0224  HISTORY     - 1956     GOOD             NGS
 GE0224  HISTORY     - 20020917 POOR             USACE
 GE0224
 GE0224                          STATION DESCRIPTION
 GE0224
 GE0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0224'0.2 MI S FROM KNOBEL.
 GE0224'0.25 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0224'STATION AT KNOBEL, NEAR THE SOUTH POINT OF TRIANGLE FORMED BY
 GE0224'RAILROAD JUNCTION, 44 FEET EAST OF EAST RAIL, 56 FEET SOUTHEAST
 GE0224'OF CENTER OF CROSSING OF STATE HIGHWAY 90, 52 FEET
 GE0224'SOUTH-SOUTHEAST OF CENTER LINE OF HIGHWAY, 34 1/2 FEET WEST OF
 GE0224'SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 17 FEET SOUTHWEST OF A
 GE0224'LONE 10-INCH BLACK WALNUT TREE, 4 1/2 FEET WEST-SOUTHWEST OF A
 GE0224'FENCE CORNER, 3 FEET WEST OF A FENCE LINE, ABOUT 2 1/2 FEET
 GE0224'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0224'PROJECTING 5 INCHES.
 GE0224
 GE0224                          STATION RECOVERY (2002)
 GE0224
 GE0224'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0224'FOUND WITH CONCRETE SLAB BROKEN AND DISK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0173 ***********************************************************************
 GG0173  DESIGNATION -  T 34
 GG0173  PID         -  GG0173
 GG0173  STATE/COUNTY-  AR/BENTON
 GG0173  USGS QUAD   -  COLCORD NE (1971)
 GG0173
 GG0173                         *CURRENT SURVEY CONTROL
 GG0173  ___________________________________________________________________
 GG0173* NAD 83(1986)-  36 25 42.     (N)    094 31 14.     (W)     SCALED    
 GG0173* NAVD 88     -       384.508  (meters)    1261.51   (feet)  ADJUSTED  
 GG0173  ___________________________________________________________________
 GG0173  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GG0173  DYNAMIC HT  -         384.185 (meters)    1260.45  (feet)  COMP
 GG0173  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 GG0173
 GG0173  VERT ORDER  -  SECOND    CLASS 0
 GG0173
 GG0173.The horizontal coordinates were scaled from a topographic map and have
 GG0173.an estimated accuracy of +/- 6 seconds.
 GG0173
 GG0173.The orthometric height was determined by differential leveling
 GG0173.and adjusted by the National Geodetic Survey in June 1991..
 GG0173
 GG0173.The geoid height was determined by GEOID03.
 GG0173
 GG0173.The dynamic height is computed by dividing the NAVD 88
 GG0173.geopotential number by the normal gravity value computed on the
 GG0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0173.degrees latitude (g = 980.6199 gals.).
 GG0173
 GG0173.The modeled gravity was interpolated from observed gravity values.
 GG0173
 GG0173;                    North         East    Units  Estimated Accuracy
 GG0173;SPC AR N     -   235,330.      173,990.      MT  (+/- 180 meters Scaled)
 GG0173
 GG0173                          SUPERSEDED SURVEY CONTROL
 GG0173
 GG0173  NGVD 29 (??/??/92)  384.38   (m)         1261.1    (f) COMPUTED    2 0
 GG0173
 GG0173.Superseded values are not recommended for survey control.
 GG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0173.See file dsdata.txt to determine how the superseded data were derived.
 GG0173
 GG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA636325(NAD 83)
 GG0173_MARKER: DB = BENCH MARK DISK
 GG0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0173_STAMPING: T 34 1934
 GG0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0173+STABILITY: SURFACE MOTION
 GG0173
 GG0173  HISTORY     - Date     Condition        Report By
 GG0173  HISTORY     - 1934     MONUMENTED       CGS
 GG0173  HISTORY     - 1960     MARK NOT FOUND   NGS
 GG0173
 GG0173                          STATION DESCRIPTION
 GG0173
 GG0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0173'3.8 MI W FROM GRAVETTE.
 GG0173'3.8 MILES WEST ALONG STATE HIGHWAY 102 FROM THE CROSSING OF THE
 GG0173'ST. LOUIS-SAN FRANCISCO RAILWAY AND THE KANSAS CITY SOUTHERN
 GG0173'RAILWAY AT GRAVETTE, BENTON COUNTY, 1/2 MILE EAST OF A MODERN
 GG0173'BARN, 75 FEET WEST OF A FARMHOUSE, 25 FEET NORTH OF THE CENTERLINE
 GG0173'OF THE HIGHWAY, AND IN LINE WITH A ROW OF POWERLINE POLES.  A
 GG0173'STANDARD DISK, STAMPED T 34 1934 AND SET IN THE TOP OF A CONCRETE
 GG0173'POST.  NOTE-- MAY HAVE BEEN DESTROYED WHEN HIGHWAY WAS IMPROVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0330 ***********************************************************************
 GF0330  DESIGNATION -  T 35
 GF0330  PID         -  GF0330
 GF0330  STATE/COUNTY-  AR/BOONE
 GF0330  USGS QUAD   -  OMAHA NE (1966)
 GF0330
 GF0330                         *CURRENT SURVEY CONTROL
 GF0330  ___________________________________________________________________
 GF0330* NAD 83(1986)-  36 23 07.     (N)    093 05 14.     (W)     SCALED    
 GF0330* NAVD 88     -       285.329  (meters)     936.12   (feet)  ADJUSTED  
 GF0330  ___________________________________________________________________
 GF0330  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0330  DYNAMIC HT  -         285.080 (meters)     935.30  (feet)  COMP
 GF0330  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 GF0330
 GF0330  VERT ORDER  -  SECOND    CLASS 0
 GF0330
 GF0330.The horizontal coordinates were scaled from a topographic map and have
 GF0330.an estimated accuracy of +/- 6 seconds.
 GF0330
 GF0330.The orthometric height was determined by differential leveling
 GF0330.and adjusted by the National Geodetic Survey in June 1991..
 GF0330
 GF0330.The geoid height was determined by GEOID03.
 GF0330
 GF0330.The dynamic height is computed by dividing the NAVD 88
 GF0330.geopotential number by the normal gravity value computed on the
 GF0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0330.degrees latitude (g = 980.6199 gals.).
 GF0330
 GF0330.The modeled gravity was interpolated from observed gravity values.
 GF0330
 GF0330;                    North         East    Units  Estimated Accuracy
 GF0330;SPC AR N     -   228,200.      302,450.      MT  (+/- 180 meters Scaled)
 GF0330
 GF0330                          SUPERSEDED SURVEY CONTROL
 GF0330
 GF0330  NGVD 29 (??/??/92)  285.202  (m)          935.70   (f) ADJ UNCH    2 0
 GF0330
 GF0330.Superseded values are not recommended for survey control.
 GF0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0330.See file dsdata.txt to determine how the superseded data were derived.
 GF0330
 GF0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA921266(NAD 83)
 GF0330_MARKER: DB = BENCH MARK DISK
 GF0330_SETTING: 66 = SET IN ROCK OUTCROP
 GF0330_SP_SET: ROCK OUTCROP
 GF0330_STAMPING: T-35 1934
 GF0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0330+STABILITY: POSITION/ELEVATION WELL
 GF0330
 GF0330  HISTORY     - Date     Condition        Report By
 GF0330  HISTORY     - 1934     MONUMENTED       CGS
 GF0330
 GF0330                          STATION DESCRIPTION
 GF0330
 GF0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0330'1.2 MI NW FROM MYRTLE.
 GF0330'1.2 MILES NORTHWEST OF, ALONG MISSOURI PACIFIC R.R. ABOUT 325
 GF0330'FEET NORTH OF POLE 424-10, 14.5 FEET EAST OF RAILROAD CENTERLINE,
 GF0330'2 FEET ABOVE RAILS.  TABLET SET IN TOP OF LEDGE OF LIMESTONE
 GF0330'OUTCROP IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0086 ***********************************************************************
 GF0086  DESIGNATION -  T 36 RESET
 GF0086  PID         -  GF0086
 GF0086  STATE/COUNTY-  AR/BAXTER
 GF0086  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0086
 GF0086                         *CURRENT SURVEY CONTROL
 GF0086  ___________________________________________________________________
 GF0086* NAD 83(1986)-  36 17 13.     (N)    092 28 56.     (W)     SCALED    
 GF0086* NAVD 88     -       230.00   (meters)     754.6    (feet)  RESET     
 GF0086  ___________________________________________________________________
 GF0086  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0086
 GF0086  VERT ORDER  -  THIRD
 GF0086
 GF0086.The horizontal coordinates were scaled from a topographic map and have
 GF0086.an estimated accuracy of +/- 6 seconds.
 GF0086
 GF0086.The orthometric height was computed from unverified reset data.
 GF0086
 GF0086.The geoid height was determined by GEOID03.
 GF0086
 GF0086;                    North         East    Units  Estimated Accuracy
 GF0086;SPC AR N     -   216,850.      356,680.      MT  (+/- 180 meters Scaled)
 GF0086
 GF0086                          SUPERSEDED SURVEY CONTROL
 GF0086
 GF0086.No superseded survey control is available for this station.
 GF0086
 GF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA464159(NAD 83)
 GF0086_MARKER: DB = BENCH MARK DISK
 GF0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0086_STAMPING: T 36 RESET 1938
 GF0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0086+STABILITY: SURFACE MOTION
 GF0086
 GF0086  HISTORY     - Date     Condition        Report By
 GF0086  HISTORY     - 1938     MONUMENTED       LOCENG
 GF0086  HISTORY     - 1988     POOR             USPSQD
 GF0086
 GF0086                          STATION DESCRIPTION
 GF0086
 GF0086'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938
 GF0086'0.4 MI E FROM CASSVILLE.
 GF0086'T 36 RESET 1938 0.4 MILE EAST ALONG U.S. HIGHWAY 62 FROM
 GF0086'THE CEMETERY AT CASSVILLE, BAXTER COUNTY, AT THE WEST END OF
 GF0086'THE JUNCTION OF STATE HIGHWAY 126, 40 FEET NORTHWEST OF THE
 GF0086'CENTERLINE OF THE HIGHWAY, 10 FEET SOUTHWEST OF TELEPHONE POLE
 GF0086'140, 4.3 FEET SOUTHWEST OF A CONCRETE POST STAMPED 183+80.4 AND
 GF0086'1 FOOT SOUTHEAST OF THE PROPERTY-LINE FENCE.  A STANDARD DISK,
 GF0086'STAMPED T 36 RESET 1938 AND SET IN THE TOP OF A CONCRETE POST.
 GF0086
 GF0086                          STATION RECOVERY (1988)
 GF0086
 GF0086'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 GF0086'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0138 ***********************************************************************
 GF0138  DESIGNATION -  T 37
 GF0138  PID         -  GF0138
 GF0138  STATE/COUNTY-  AR/MARION
 GF0138  USGS QUAD   -  COTTER (1981)
 GF0138
 GF0138                         *CURRENT SURVEY CONTROL
 GF0138  ___________________________________________________________________
 GF0138* NAD 83(1986)-  36 16 38.     (N)    092 33 52.     (W)     SCALED    
 GF0138* NAVD 88     -       168.097  (meters)     551.50   (feet)  ADJUSTED  
 GF0138  ___________________________________________________________________
 GF0138  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GF0138  DYNAMIC HT  -         167.954 (meters)     551.03  (feet)  COMP
 GF0138  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 GF0138
 GF0138  VERT ORDER  -  SECOND    CLASS 0
 GF0138
 GF0138.The horizontal coordinates were scaled from a topographic map and have
 GF0138.an estimated accuracy of +/- 6 seconds.
 GF0138
 GF0138.The orthometric height was determined by differential leveling
 GF0138.and adjusted by the National Geodetic Survey in June 1991..
 GF0138
 GF0138.The geoid height was determined by GEOID03.
 GF0138
 GF0138.The dynamic height is computed by dividing the NAVD 88
 GF0138.geopotential number by the normal gravity value computed on the
 GF0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0138.degrees latitude (g = 980.6199 gals.).
 GF0138
 GF0138.The modeled gravity was interpolated from observed gravity values.
 GF0138
 GF0138;                    North         East    Units  Estimated Accuracy
 GF0138;SPC AR N     -   215,810.      349,290.      MT  (+/- 180 meters Scaled)
 GF0138
 GF0138                          SUPERSEDED SURVEY CONTROL
 GF0138
 GF0138  NGVD 29 (??/??/92)  167.984  (m)          551.13   (f) ADJ UNCH    2 0
 GF0138
 GF0138.Superseded values are not recommended for survey control.
 GF0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0138.See file dsdata.txt to determine how the superseded data were derived.
 GF0138
 GF0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA391147(NAD 83)
 GF0138_MARKER: DB = BENCH MARK DISK
 GF0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0138_STAMPING: T-37 1934
 GF0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0138+STABILITY: SURFACE MOTION
 GF0138
 GF0138  HISTORY     - Date     Condition        Report By
 GF0138  HISTORY     - 1934     MONUMENTED       CGS
 GF0138  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0138  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 GF0138
 GF0138                          STATION DESCRIPTION
 GF0138
 GF0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0138'2.2 MI E FROM FLIPPIN.
 GF0138'2.2 MILES EAST OF ALONG THE MISSOURI RR 135 FEET SOUTHEAST OF
 GF0138'POLE 384-10 AND BRIDGE NO. 174.  36 FEET SOUTHEAST OF POLE
 GF0138'384-9, 46 FEET NORTHEAST OF RAILROAD CENTERLINE, 3 FEET SOUTHWEST
 GF0138'OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 GF0138
 GF0138                          STATION RECOVERY (1971)
 GF0138
 GF0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0138'MARK NOT FOUND.
 GF0138
 GF0138                          STATION RECOVERY (2004)
 GF0138
 GF0138'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0075 ***********************************************************************
 GF0075  DESIGNATION -  T 39
 GF0075  PID         -  GF0075
 GF0075  STATE/COUNTY-  AR/IZARD
 GF0075  USGS QUAD   -  BOSWELL (1980)
 GF0075
 GF0075                         *CURRENT SURVEY CONTROL
 GF0075  ___________________________________________________________________
 GF0075* NAD 83(1986)-  36 00 53.     (N)    092 05 34.     (W)     SCALED    
 GF0075* NAVD 88     -       105.848  (meters)     347.27   (feet)  ADJUSTED  
 GF0075  ___________________________________________________________________
 GF0075  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GF0075  DYNAMIC HT  -         105.758 (meters)     346.97  (feet)  COMP
 GF0075  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GF0075
 GF0075  VERT ORDER  -  SECOND    CLASS 0
 GF0075
 GF0075.The horizontal coordinates were scaled from a topographic map and have
 GF0075.an estimated accuracy of +/- 6 seconds.
 GF0075
 GF0075.The orthometric height was determined by differential leveling
 GF0075.and adjusted by the National Geodetic Survey in June 1991..
 GF0075
 GF0075.The geoid height was determined by GEOID03.
 GF0075
 GF0075.The dynamic height is computed by dividing the NAVD 88
 GF0075.geopotential number by the normal gravity value computed on the
 GF0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0075.degrees latitude (g = 980.6199 gals.).
 GF0075
 GF0075.The modeled gravity was interpolated from observed gravity values.
 GF0075
 GF0075;                    North         East    Units  Estimated Accuracy
 GF0075;SPC AR N     -   186,540.      391,640.      MT  (+/- 180 meters Scaled)
 GF0075
 GF0075                          SUPERSEDED SURVEY CONTROL
 GF0075
 GF0075  NGVD 29 (??/??/92)  105.749  (m)          346.94   (f) ADJ UNCH    2 0
 GF0075
 GF0075.Superseded values are not recommended for survey control.
 GF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0075.See file dsdata.txt to determine how the superseded data were derived.
 GF0075
 GF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV817859(NAD 83)
 GF0075_MARKER: DB = BENCH MARK DISK
 GF0075_SETTING: 66 = SET IN ROCK OUTCROP
 GF0075_SP_SET: ROCK OUTCROP
 GF0075_STAMPING: T-39 1934
 GF0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0075+STABILITY: POSITION/ELEVATION WELL
 GF0075
 GF0075  HISTORY     - Date     Condition        Report By
 GF0075  HISTORY     - 1934     MONUMENTED       CGS
 GF0075
 GF0075                          STATION DESCRIPTION
 GF0075
 GF0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0075'5.7 MI N FROM SYLAMORE.
 GF0075'30 FEET WEST OF POLE 330-22, 10 FEET SOUTHEAST OF MISSOURI
 GF0075'PACIFIC R.R. CENTERLINE, 1 FOOT ABOVE THE TOP OF RAILS, AT
 GF0075'NORTH END OF CUT.  TABLET SET IN TOP OF A SANDSTONE OUTCROP IN
 GF0075'CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1570 ***********************************************************************
 FF1570  DESIGNATION -  T 42
 FF1570  PID         -  FF1570
 FF1570  STATE/COUNTY-  AR/INDEPENDENCE
 FF1570  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1570
 FF1570                         *CURRENT SURVEY CONTROL
 FF1570  ___________________________________________________________________
 FF1570* NAD 83(1986)-  35 47 07.     (N)    091 34 46.     (W)     SCALED    
 FF1570* NAVD 88     -       105.385  (meters)     345.75   (feet)  ADJUSTED  
 FF1570  ___________________________________________________________________
 FF1570  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF1570  DYNAMIC HT  -         105.295 (meters)     345.46  (feet)  COMP
 FF1570  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 FF1570
 FF1570  VERT ORDER  -  SECOND    CLASS 0
 FF1570
 FF1570.The horizontal coordinates were scaled from a topographic map and have
 FF1570.an estimated accuracy of +/- 6 seconds.
 FF1570
 FF1570.The orthometric height was determined by differential leveling
 FF1570.and adjusted by the National Geodetic Survey in June 1991..
 FF1570
 FF1570.The geoid height was determined by GEOID03.
 FF1570
 FF1570.The dynamic height is computed by dividing the NAVD 88
 FF1570.geopotential number by the normal gravity value computed on the
 FF1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1570.degrees latitude (g = 980.6199 gals.).
 FF1570
 FF1570.The modeled gravity was interpolated from observed gravity values.
 FF1570
 FF1570;                    North         East    Units  Estimated Accuracy
 FF1570;SPC AR N     -   161,160.      438,020.      MT  (+/- 180 meters Scaled)
 FF1570
 FF1570                          SUPERSEDED SURVEY CONTROL
 FF1570
 FF1570  NGVD 29 (??/??/??)  105.312  (m)          345.51   (f) ADJUSTED    2 0
 FF1570
 FF1570.Superseded values are not recommended for survey control.
 FF1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1570.See file dsdata.txt to determine how the superseded data were derived.
 FF1570
 FF1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV283610(NAD 83)
 FF1570_MARKER: DB = BENCH MARK DISK
 FF1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1570_STAMPING: T 42 1935 345.511
 FF1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1570+STABILITY: SURFACE MOTION
 FF1570
 FF1570  HISTORY     - Date     Condition        Report By
 FF1570  HISTORY     - 1935     MONUMENTED       CGS
 FF1570  HISTORY     - 1949     GOOD             CGS
 FF1570  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1570
 FF1570                          STATION DESCRIPTION
 FF1570
 FF1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF1570'4 MI NE FROM BATESVILLE.
 FF1570'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE INTERSECTION
 FF1570'OF ST. LOUIS AND EAST MAIN STREETS AT BATESVILLE, 140 FEET NORTH
 FF1570'OF THE NORTHEAST CORNER OF THE BLUE CREEK SCHOOL BUILDING, 35
 FF1570'FEET EAST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE SCHOOL
 FF1570'YARD, 28.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.5
 FF1570'FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED T 42 1935 AND
 FF1570'SET IN THE TOP OF A CONCRETE POST.
 FF1570
 FF1570                          STATION RECOVERY (1986)
 FF1570
 FF1570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1592 ***********************************************************************
 FF1592  DESIGNATION -  T 43
 FF1592  PID         -  FF1592
 FF1592  STATE/COUNTY-  AR/INDEPENDENCE
 FF1592  USGS QUAD   -  BETHESDA (1989)
 FF1592
 FF1592                         *CURRENT SURVEY CONTROL
 FF1592  ___________________________________________________________________
 FF1592* NAD 83(1986)-  35 45 11.     (N)    091 45 08.     (W)     SCALED    
 FF1592* NAVD 88     -        84.540  (meters)     277.36   (feet)  ADJUSTED  
 FF1592  ___________________________________________________________________
 FF1592  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FF1592  DYNAMIC HT  -          84.467 (meters)     277.12  (feet)  COMP
 FF1592  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 FF1592
 FF1592  VERT ORDER  -  SECOND    CLASS 0
 FF1592
 FF1592.The horizontal coordinates were scaled from a topographic map and have
 FF1592.an estimated accuracy of +/- 6 seconds.
 FF1592
 FF1592.The orthometric height was determined by differential leveling
 FF1592.and adjusted by the National Geodetic Survey in June 1991..
 FF1592
 FF1592.The geoid height was determined by GEOID03.
 FF1592
 FF1592.The dynamic height is computed by dividing the NAVD 88
 FF1592.geopotential number by the normal gravity value computed on the
 FF1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1592.degrees latitude (g = 980.6199 gals.).
 FF1592
 FF1592.The modeled gravity was interpolated from observed gravity values.
 FF1592
 FF1592;                    North         East    Units  Estimated Accuracy
 FF1592;SPC AR N     -   157,540.      422,410.      MT  (+/- 180 meters Scaled)
 FF1592
 FF1592                          SUPERSEDED SURVEY CONTROL
 FF1592
 FF1592  NGVD 29 (??/??/??)   84.460  (m)          277.10   (f) ADJUSTED    2 0
 FF1592
 FF1592.Superseded values are not recommended for survey control.
 FF1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1592.See file dsdata.txt to determine how the superseded data were derived.
 FF1592
 FF1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV128572(NAD 83)
 FF1592_MARKER: DB = BENCH MARK DISK
 FF1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1592_STAMPING: T 43 1935
 FF1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1592+STABILITY: SURFACE MOTION
 FF1592
 FF1592  HISTORY     - Date     Condition        Report By
 FF1592  HISTORY     - 1935     MONUMENTED       CGS
 FF1592  HISTORY     - 1954     GOOD             CGS
 FF1592
 FF1592                          STATION DESCRIPTION
 FF1592
 FF1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1592'6 MI W FROM BATESVILLE.
 FF1592'6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1592'STATION AT BATESVILLE, INDEPENDENCE COUNTY, 16.5 FEET EAST OF
 FF1592'THE TWENTY-EIGHTH POLE WEST OF MILEPOST 291, ABOUT 125 FEET
 FF1592'NORTHEAST OF A ROAD CROSSING, 27.5 FEET NORTHWEST OF THE CENTER
 FF1592'LINE OF THE TRACK, 26 FEET SOUTHEAST OF THE EAST GATEPOST, AND
 FF1592'18 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FF1592'STAMPED T 43 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1592
 FF1592                          STATION RECOVERY (1954)
 FF1592
 FF1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FF1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0230 ***********************************************************************
 FH0230  DESIGNATION -  T 45
 FH0230  PID         -  FH0230
 FH0230  STATE/COUNTY-  AR/LOGAN
 FH0230  USGS QUAD   -  IONE (1987)
 FH0230
 FH0230                         *CURRENT SURVEY CONTROL
 FH0230  ___________________________________________________________________
 FH0230* NAD 83(1986)-  35 07 12.     (N)    094 04 51.     (W)     SCALED    
 FH0230* NAVD 88     -       171.320  (meters)     562.07   (feet)  ADJUSTED  
 FH0230  ___________________________________________________________________
 FH0230  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FH0230  DYNAMIC HT  -         171.151 (meters)     561.52  (feet)  COMP
 FH0230  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 FH0230
 FH0230  VERT ORDER  -  SECOND    CLASS 0
 FH0230
 FH0230.The horizontal coordinates were scaled from a topographic map and have
 FH0230.an estimated accuracy of +/- 6 seconds.
 FH0230
 FH0230.The orthometric height was determined by differential leveling
 FH0230.and adjusted by the National Geodetic Survey in June 1991..
 FH0230
 FH0230.The geoid height was determined by GEOID03.
 FH0230
 FH0230.The dynamic height is computed by dividing the NAVD 88
 FH0230.geopotential number by the normal gravity value computed on the
 FH0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0230.degrees latitude (g = 980.6199 gals.).
 FH0230
 FH0230.The modeled gravity was interpolated from observed gravity values.
 FH0230
 FH0230;                    North         East    Units  Estimated Accuracy
 FH0230;SPC AR N     -    89,280.      210,340.      MT  (+/- 180 meters Scaled)
 FH0230
 FH0230                          SUPERSEDED SURVEY CONTROL
 FH0230
 FH0230  NGVD 29 (??/??/92)  171.227  (m)          561.77   (f) ADJ UNCH    2 0
 FH0230
 FH0230.Superseded values are not recommended for survey control.
 FH0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0230.See file dsdata.txt to determine how the superseded data were derived.
 FH0230
 FH0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU015868(NAD 83)
 FH0230_MARKER: DB = BENCH MARK DISK
 FH0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0230_STAMPING: T-45 1934
 FH0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0230+STABILITY: SURFACE MOTION
 FH0230
 FH0230  HISTORY     - Date     Condition        Report By
 FH0230  HISTORY     - 1934     MONUMENTED       CGS
 FH0230  HISTORY     - 1959     GOOD             NGS
 FH0230
 FH0230                          STATION DESCRIPTION
 FH0230
 FH0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0230'7.3 MI E FROM ABBOTT.
 FH0230'7.3 MILES EAST OF, ALONG C.R.I. AND P.RY. FROM STATION, ABOUT 0.2
 FH0230'MILE WEST OF M.P. 261, ABOUT 0.2 MILE EAST OF PRIVATE R.R. CROSSING,
 FH0230'47.4 FEET NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 FH0230'R.R., 22.8 FEET WEST OF TELEPHONE POLE, 3.4 FEET SOUTHWEST OF
 FH0230'SOUTHEAST CORNER OF PASTURE FENCE, 1.3 FEET SOUTH OF FENCE
 FH0230'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FH0230'NOTE-- A BRACE WIRE, FOR THE CORNER POST OF N-S FENCE, IS ANCHORED
 FH0230'TO BENCH MARK POST.
 FH0230
 FH0230                          STATION RECOVERY (1959)
 FH0230
 FH0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1141 ***********************************************************************
 FG1141  DESIGNATION -  T 46
 FG1141  PID         -  FG1141
 FG1141  STATE/COUNTY-  AR/YELL
 FG1141  USGS QUAD   -  DANVILLE (1972)
 FG1141
 FG1141                         *CURRENT SURVEY CONTROL
 FG1141  ___________________________________________________________________
 FG1141* NAD 83(1986)-  35 05 47.     (N)    093 27 46.     (W)     SCALED    
 FG1141* NAVD 88     -       113.526  (meters)     372.46   (feet)  ADJUSTED  
 FG1141  ___________________________________________________________________
 FG1141  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FG1141  DYNAMIC HT  -         113.415 (meters)     372.10  (feet)  COMP
 FG1141  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 FG1141
 FG1141  VERT ORDER  -  SECOND    CLASS 0
 FG1141
 FG1141.The horizontal coordinates were scaled from a topographic map and have
 FG1141.an estimated accuracy of +/- 6 seconds.
 FG1141
 FG1141.The orthometric height was determined by differential leveling
 FG1141.and adjusted by the National Geodetic Survey in June 1991..
 FG1141
 FG1141.The geoid height was determined by GEOID03.
 FG1141
 FG1141.The dynamic height is computed by dividing the NAVD 88
 FG1141.geopotential number by the normal gravity value computed on the
 FG1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1141.degrees latitude (g = 980.6199 gals.).
 FG1141
 FG1141.The modeled gravity was interpolated from observed gravity values.
 FG1141
 FG1141;                    North         East    Units  Estimated Accuracy
 FG1141;SPC AR N     -    85,650.      266,630.      MT  (+/- 180 meters Scaled)
 FG1141
 FG1141                          SUPERSEDED SURVEY CONTROL
 FG1141
 FG1141  NGVD 29 (??/??/92)  113.478  (m)          372.30   (f) ADJ UNCH    2 0
 FG1141
 FG1141.Superseded values are not recommended for survey control.
 FG1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1141.See file dsdata.txt to determine how the superseded data were derived.
 FG1141
 FG1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU578838(NAD 83)
 FG1141_MARKER: DB = BENCH MARK DISK
 FG1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1141_STAMPING: T-46 1934
 FG1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1141+STABILITY: SURFACE MOTION
 FG1141
 FG1141  HISTORY     - Date     Condition        Report By
 FG1141  HISTORY     - 1934     MONUMENTED       CGS
 FG1141  HISTORY     - 1971     MARK NOT FOUND   USGS
 FG1141
 FG1141                          STATION DESCRIPTION
 FG1141
 FG1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1141'0.9 MI W FROM BELLEVILLE.
 FG1141'0.9 MILE WEST OF, ALONG C.R.I. AND RY, FROM STATION. ABOUT 0.35 MILE
 FG1141'EAST OF M.P. 225.  45 FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK ISLAND
 FG1141'AND PACIFIC R.R.  43.4 FEET NORTH OF CENTERLINE OF ST. HWY. NO. 10.
 FG1141'34.6 FEET SOUTHWEST OF SOUTH END OF RAILROAD SECTION CAR SIDING. 2.4
 FG1141'FEET NORTH OF FENCE PARALLELING RAILROAD. TABLET SET IN PRECAST
 FG1141'CONCRETE POST.  NOTE-- ALL FENCES IN THE AREA HAVE BEEN REMOVED.
 FG1141
 FG1141                          STATION RECOVERY (1971)
 FG1141
 FG1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FG1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0959 ***********************************************************************
 FG0959  DESIGNATION -  T 47
 FG0959  PID         -  FG0959
 FG0959  STATE/COUNTY-  AR/POPE
 FG0959  USGS QUAD   -  SIMPSON (1980)
 FG0959
 FG0959                         *CURRENT SURVEY CONTROL
 FG0959  ___________________________________________________________________
 FG0959* NAD 83(1986)-  35 34 37.     (N)    093 04 08.     (W)     SCALED    
 FG0959* NAVD 88     -       427.649  (meters)    1403.05   (feet)  ADJUSTED  
 FG0959  ___________________________________________________________________
 FG0959  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FG0959  DYNAMIC HT  -         427.235 (meters)    1401.69  (feet)  COMP
 FG0959  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 FG0959
 FG0959  VERT ORDER  -  SECOND    CLASS 0
 FG0959
 FG0959.The horizontal coordinates were scaled from a topographic map and have
 FG0959.an estimated accuracy of +/- 6 seconds.
 FG0959
 FG0959.The orthometric height was determined by differential leveling
 FG0959.and adjusted by the National Geodetic Survey in June 1991..
 FG0959
 FG0959.The geoid height was determined by GEOID03.
 FG0959
 FG0959.The dynamic height is computed by dividing the NAVD 88
 FG0959.geopotential number by the normal gravity value computed on the
 FG0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0959.degrees latitude (g = 980.6199 gals.).
 FG0959
 FG0959.The modeled gravity was interpolated from observed gravity values.
 FG0959
 FG0959;                    North         East    Units  Estimated Accuracy
 FG0959;SPC AR N     -   138,490.      303,120.      MT  (+/- 180 meters Scaled)
 FG0959
 FG0959                          SUPERSEDED SURVEY CONTROL
 FG0959
 FG0959  NGVD 29 (??/??/92)  427.593  (m)         1402.86   (f) ADJ UNCH    2 0
 FG0959
 FG0959.Superseded values are not recommended for survey control.
 FG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0959.See file dsdata.txt to determine how the superseded data were derived.
 FG0959
 FG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV937370(NAD 83)
 FG0959_MARKER: DB = BENCH MARK DISK
 FG0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0959_STAMPING: T-47 1935
 FG0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0959+STABILITY: SURFACE MOTION
 FG0959
 FG0959  HISTORY     - Date     Condition        Report By
 FG0959  HISTORY     - 1934     MONUMENTED       CGS
 FG0959  HISTORY     - 1935     GOOD             NGS
 FG0959
 FG0959                          STATION DESCRIPTION
 FG0959
 FG0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0959'17 MI N FROM DOVER.
 FG0959'ABOUT 17 MILES NORTH OF DOVER, ALONG ST. HWY. 7, FROM SCHOOL.
 FG0959'SOUTHEAST SLOPE OF HILL.  45 FEET SOUTHWEST OF CENTERLINE OF ST. HWY.
 FG0959'7.  15.4 FEET SOUTHWEST OF PINE TREE 1 FT. IN DIAMETER AT BASE,
 FG0959'STRIPPED ABOUT 25 FT. ABOVE GROUND AND SUPPORTING TELEPHONE WIRE.
 FG0959'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0503 ***********************************************************************
 FG0503  DESIGNATION -  T 48
 FG0503  PID         -  FG0503
 FG0503  STATE/COUNTY-  AR/VAN BUREN
 FG0503  USGS QUAD   -  SCOTLAND (1965)
 FG0503
 FG0503                         *CURRENT SURVEY CONTROL
 FG0503  ___________________________________________________________________
 FG0503* NAD 83(1986)-  35 32 27.     (N)    092 35 16.     (W)     SCALED    
 FG0503* NAVD 88     -       185.998  (meters)     610.23   (feet)  ADJUSTED  
 FG0503  ___________________________________________________________________
 FG0503  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0503  DYNAMIC HT  -         185.827 (meters)     609.67  (feet)  COMP
 FG0503  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FG0503
 FG0503  VERT ORDER  -  SECOND    CLASS 0
 FG0503
 FG0503.The horizontal coordinates were scaled from a topographic map and have
 FG0503.an estimated accuracy of +/- 6 seconds.
 FG0503
 FG0503.The orthometric height was determined by differential leveling
 FG0503.and adjusted by the National Geodetic Survey in June 1991..
 FG0503
 FG0503.The geoid height was determined by GEOID03.
 FG0503
 FG0503.The dynamic height is computed by dividing the NAVD 88
 FG0503.geopotential number by the normal gravity value computed on the
 FG0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0503.degrees latitude (g = 980.6199 gals.).
 FG0503
 FG0503.The modeled gravity was interpolated from observed gravity values.
 FG0503
 FG0503;                    North         East    Units  Estimated Accuracy
 FG0503;SPC AR N     -   134,120.      346,700.      MT  (+/- 180 meters Scaled)
 FG0503
 FG0503                          SUPERSEDED SURVEY CONTROL
 FG0503
 FG0503  NGVD 29 (??/??/92)  185.945  (m)          610.05   (f) ADJ UNCH    2 0
 FG0503
 FG0503.Superseded values are not recommended for survey control.
 FG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0503.See file dsdata.txt to determine how the superseded data were derived.
 FG0503
 FG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV373331(NAD 83)
 FG0503_MARKER: DB = BENCH MARK DISK
 FG0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0503_STAMPING: T-48 1934
 FG0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0503+STABILITY: SURFACE MOTION
 FG0503
 FG0503  HISTORY     - Date     Condition        Report By
 FG0503  HISTORY     - 1934     MONUMENTED       CGS
 FG0503  HISTORY     - 1935     GOOD             NGS
 FG0503  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG0503
 FG0503                          STATION DESCRIPTION
 FG0503
 FG0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0503'2.1 MI E FROM SCOTLAND.
 FG0503'2.1 MILES EAST OF SCOTLAND, FROM HALLS SERVICE STATION.  ALONG STATE
 FG0503'HWY. NO. 95.  MARK SET IN OPEN FIELD.  70.4 FEET NORTH OF LONE 18 INCH
 FG0503'IN DIAMETER OAK TREE.  37.3 FEET EAST OF CENTERLINE OF ST. HWY. NO.
 FG0503'95.  15.3 FEET EAST OF SOUTHWEST CORNER OF FIELD FENCE.  2.6 FEET
 FG0503'SOUTH OF FENCE RUNNING EAST AND WEST.  TABLET SET IN PRECAST CONCRETE
 FG0503'POST.  NOTE-- LONE 18-INCH OAK IS GONE.
 FG0503
 FG0503                          STATION RECOVERY (1963)
 FG0503
 FG0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0333 ***********************************************************************
 FG0333  DESIGNATION -  T 49
 FG0333  PID         -  FG0333
 FG0333  STATE/COUNTY-  AR/CONWAY
 FG0333  USGS QUAD   -  MENIFEE (1991)
 FG0333
 FG0333                         *CURRENT SURVEY CONTROL
 FG0333  ___________________________________________________________________
 FG0333* NAD 83(1986)-  35 08 36.     (N)    092 33 15.     (W)     SCALED    
 FG0333* NAVD 88     -        86.634  (meters)     284.23   (feet)  ADJUSTED  
 FG0333  ___________________________________________________________________
 FG0333  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG0333  DYNAMIC HT  -          86.553 (meters)     283.97  (feet)  COMP
 FG0333  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FG0333
 FG0333  VERT ORDER  -  SECOND    CLASS 0
 FG0333
 FG0333.The horizontal coordinates were scaled from a topographic map and have
 FG0333.an estimated accuracy of +/- 6 seconds.
 FG0333
 FG0333.The orthometric height was determined by differential leveling
 FG0333.and adjusted by the National Geodetic Survey in June 1991..
 FG0333
 FG0333.The geoid height was determined by GEOID03.
 FG0333
 FG0333.The dynamic height is computed by dividing the NAVD 88
 FG0333.geopotential number by the normal gravity value computed on the
 FG0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0333.degrees latitude (g = 980.6199 gals.).
 FG0333
 FG0333.The modeled gravity was interpolated from observed gravity values.
 FG0333
 FG0333;                    North         East    Units  Estimated Accuracy
 FG0333;SPC AR N     -    90,010.      349,500.      MT  (+/- 180 meters Scaled)
 FG0333
 FG0333                          SUPERSEDED SURVEY CONTROL
 FG0333
 FG0333  NGVD 29 (??/??/92)   86.659  (m)          284.31   (f) ADJ UNCH    2 0
 FG0333
 FG0333.Superseded values are not recommended for survey control.
 FG0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0333.See file dsdata.txt to determine how the superseded data were derived.
 FG0333
 FG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU406890(NAD 83)
 FG0333_MARKER: DB = BENCH MARK DISK
 FG0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0333_STAMPING: T 49 1934
 FG0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0333+STABILITY: SURFACE MOTION
 FG0333
 FG0333  HISTORY     - Date     Condition        Report By
 FG0333  HISTORY     - 1934     MONUMENTED       CGS
 FG0333  HISTORY     - 1967     GOOD             NGS
 FG0333  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0333
 FG0333                          STATION DESCRIPTION
 FG0333
 FG0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0333'0.45 SE FROM MENIFEE.
 FG0333'FROM THE POST OFFICE IN MENIFEE, GO SOUTHEAST ON PAVED ROAD (OLD
 FG0333'HIGHWAY) FOR 0.45 MILE TO A FARM ROAD CROSSING THE RAILROAD TRACKS,
 FG0333'THENCE WEST 17-1/2 RAILS, 45 FEET SOUTH OF THE SOUTH RAIL OF THE
 FG0333'TRACKS, 5 FEET NORTHWEST OF A TELEPHONE LINE POLE, 5 FEET SOUTH OF A
 FG0333'FENCE, 1 FOOT EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A 6
 FG0333'INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 FG0333
 FG0333                          STATION RECOVERY (1984)
 FG0333
 FG0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0333'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN THE RESIDENCE WAS REMOVED AND
 FG0333'THE RAILROAD BED WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0466 ***********************************************************************
 GF0466  DESIGNATION -  T 5
 GF0466  PID         -  GF0466
 GF0466  STATE/COUNTY-  AR/CARROLL
 GF0466  USGS QUAD   -  GRANDVIEW (1972)
 GF0466
 GF0466                         *CURRENT SURVEY CONTROL
 GF0466  ___________________________________________________________________
 GF0466* NAD 83(1986)-  36 26 03.     (N)    093 37 15.     (W)     SCALED    
 GF0466* NAVD 88     -       349.609  (meters)    1147.01   (feet)  ADJUSTED  
 GF0466  ___________________________________________________________________
 GF0466  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0466  DYNAMIC HT  -         349.306 (meters)    1146.01  (feet)  COMP
 GF0466  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 GF0466
 GF0466  VERT ORDER  -  FIRST     CLASS II
 GF0466
 GF0466.The horizontal coordinates were scaled from a topographic map and have
 GF0466.an estimated accuracy of +/- 6 seconds.
 GF0466
 GF0466.The orthometric height was determined by differential leveling
 GF0466.and adjusted by the National Geodetic Survey in June 1991..
 GF0466
 GF0466.The geoid height was determined by GEOID03.
 GF0466
 GF0466.The dynamic height is computed by dividing the NAVD 88
 GF0466.geopotential number by the normal gravity value computed on the
 GF0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0466.degrees latitude (g = 980.6199 gals.).
 GF0466
 GF0466.The modeled gravity was interpolated from observed gravity values.
 GF0466
 GF0466;                    North         East    Units  Estimated Accuracy
 GF0466;SPC AR N     -   234,280.      254,670.      MT  (+/- 180 meters Scaled)
 GF0466
 GF0466                          SUPERSEDED SURVEY CONTROL
 GF0466
 GF0466  NGVD 29 (??/??/92)  349.478  (m)         1146.58   (f) ADJ UNCH    1 2
 GF0466
 GF0466.Superseded values are not recommended for survey control.
 GF0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0466.See file dsdata.txt to determine how the superseded data were derived.
 GF0466
 GF0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA443322(NAD 83)
 GF0466_MARKER: DB = BENCH MARK DISK
 GF0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0466_STAMPING: T 5 1930
 GF0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0466+STABILITY: SURFACE MOTION
 GF0466
 GF0466  HISTORY     - Date     Condition        Report By
 GF0466  HISTORY     - 1930     MONUMENTED       CGS
 GF0466
 GF0466                          STATION DESCRIPTION
 GF0466
 GF0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 GF0466'AT GRANDVIEW.
 GF0466'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, IN WEST END OF SMALL
 GF0466'PARK WEST OF THE STATION AT GRANDVIEW, 132 FEET WEST OF THE
 GF0466'WEST END OF THE STATION, 30 FEET SOUTH OF THE SOUTH AND NEAREST
 GF0466'RAIL, SET IN TOP OF STANDARD CONCRETE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0140 ***********************************************************************
 GG0140  DESIGNATION -  T 50
 GG0140  PID         -  GG0140
 GG0140  STATE/COUNTY-  AR/WASHINGTON
 GG0140  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0140
 GG0140                         *CURRENT SURVEY CONTROL
 GG0140  ___________________________________________________________________
 GG0140* NAD 83(1986)-  36 02 46.     (N)    094 10 42.     (W)     SCALED    
 GG0140* NAVD 88     -       382.692  (meters)    1255.55   (feet)  ADJUSTED  
 GG0140  ___________________________________________________________________
 GG0140  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0140  DYNAMIC HT  -         382.347 (meters)    1254.42  (feet)  COMP
 GG0140  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 GG0140
 GG0140  VERT ORDER  -  SECOND    CLASS 0
 GG0140
 GG0140.The horizontal coordinates were scaled from a topographic map and have
 GG0140.an estimated accuracy of +/- 6 seconds.
 GG0140
 GG0140.The orthometric height was determined by differential leveling
 GG0140.and adjusted by the National Geodetic Survey in June 1991..
 GG0140
 GG0140.The geoid height was determined by GEOID03.
 GG0140
 GG0140.The dynamic height is computed by dividing the NAVD 88
 GG0140.geopotential number by the normal gravity value computed on the
 GG0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0140.degrees latitude (g = 980.6199 gals.).
 GG0140
 GG0140.The modeled gravity was interpolated from observed gravity values.
 GG0140
 GG0140;                    North         East    Units  Estimated Accuracy
 GG0140;SPC AR N     -   192,190.      203,730.      MT  (+/- 180 meters Scaled)
 GG0140
 GG0140                          SUPERSEDED SURVEY CONTROL
 GG0140
 GG0140  NGVD 29 (??/??/92)  382.530  (m)         1255.02   (f) ADJ UNCH    2 0
 GG0140
 GG0140.Superseded values are not recommended for survey control.
 GG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0140.See file dsdata.txt to determine how the superseded data were derived.
 GG0140
 GG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV938897(NAD 83)
 GG0140_MARKER: DB = BENCH MARK DISK
 GG0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0140_STAMPING: T 50 1934
 GG0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0140+STABILITY: SURFACE MOTION
 GG0140
 GG0140  HISTORY     - Date     Condition        Report By
 GG0140  HISTORY     - 1934     MONUMENTED       CGS
 GG0140  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0140  HISTORY     - 19961102 GOOD             USPSQD
 GG0140
 GG0140                          STATION DESCRIPTION
 GG0140
 GG0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0140'1.5 MI SW FROM FAYETTEVILLE.
 GG0140'1.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0140'FROM THE STATION AT FAYETTEVILLE, 0.3 MILE SOUTHWEST OF MC NAIR,
 GG0140'100 FEET SOUTHWEST OF MILEPOST 354, 49 FEET WEST OF THE CENTERLINE
 GG0140'OF THE MAIN TRACK, AND 11.4 FEET SOUTHEAST OF A POLE.  A STANDARD
 GG0140'DISK, STAMPED T 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0140'NOTE-- IT WAS REPORTED IN MAY 1957 BY USGS THAT THE DESCRIBED
 GG0140'LOCATION LIES IN A BAR PIT BESIDE HIGHWAY 62.
 GG0140
 GG0140                          STATION RECOVERY (1996)
 GG0140
 GG0140'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0484 ***********************************************************************
 GF0484  DESIGNATION -  T 51
 GF0484  PID         -  GF0484
 GF0484  STATE/COUNTY-  AR/MADISON
 GF0484  USGS QUAD   -  FORUM (1973)
 GF0484
 GF0484                         *CURRENT SURVEY CONTROL
 GF0484  ___________________________________________________________________
 GF0484* NAD 83(1997)-  36 11 19.00387(N)    093 42 45.45479(W)     ADJUSTED  
 GF0484* NAVD 88     -       469.351  (meters)    1539.86   (feet)  ADJUSTED  
 GF0484  ___________________________________________________________________
 GF0484  X           -    -333,734.594 (meters)                     COMP
 GF0484  Y           -  -5,143,209.273 (meters)                     COMP
 GF0484  Z           -   3,745,363.549 (meters)                     COMP
 GF0484  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GF0484  ELLIP HEIGHT-         441.36  (meters)          (09/24/01) GPS OBS
 GF0484  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GF0484  DYNAMIC HT  -         468.926 (meters)    1538.47  (feet)  COMP
 GF0484  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 GF0484
 GF0484  HORZ ORDER  -  FIRST
 GF0484  VERT ORDER  -  SECOND    CLASS 0
 GF0484  ELLP ORDER  -  FOURTH    CLASS II
 GF0484
 GF0484.The horizontal coordinates were established by GPS observations
 GF0484.and adjusted by the National Geodetic Survey in September 1999..
 GF0484
 GF0484.The orthometric height was determined by differential leveling
 GF0484.and adjusted by the National Geodetic Survey in June 1991..
 GF0484
 GF0484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0484
 GF0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0484
 GF0484.The ellipsoidal height was determined by GPS observations
 GF0484.and is referenced to NAD 83.
 GF0484
 GF0484.The geoid height was determined by GEOID03.
 GF0484
 GF0484.The dynamic height is computed by dividing the NAVD 88
 GF0484.geopotential number by the normal gravity value computed on the
 GF0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0484.degrees latitude (g = 980.6199 gals.).
 GF0484
 GF0484.The modeled gravity was interpolated from observed gravity values.
 GF0484
 GF0484;                    North         East     Units Scale Factor Converg.
 GF0484;SPC AR N     -   207,173.306   245,960.912   MT  0.99999147   -0 59 47.7
 GF0484;SPC AR N     -   679,701.09    806,956.76   sFT  0.99999147   -0 59 47.7
 GF0484;UTM  15      - 4,005,103.913   435,925.465   MT  0.99965058   -0 25 14.8
 GF0484
 GF0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0484!SPC AR N     -   0.99993073  x   0.99999147  =   0.99992221
 GF0484!UTM  15      -   0.99993073  x   0.99965058  =   0.99958134
 GF0484
 GF0484                          SUPERSEDED SURVEY CONTROL
 GF0484
 GF0484  ELLIP H (09/14/99)  441.27   (m)                       GP(       ) 4 1
 GF0484  NAD 83(1997)-  36 11 19.01791(N)    093 42 45.45871(W) AD(       ) 1
 GF0484  NAD 83(1986)-  36 11 19.01861(N)    093 42 45.45781(W) AD(       ) 1
 GF0484  NGVD 29 (??/??/92)  469.216  (m)         1539.42   (f) ADJ UNCH    2 0
 GF0484
 GF0484.Superseded values are not recommended for survey control.
 GF0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0484.See file dsdata.txt to determine how the superseded data were derived.
 GF0484
 GF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3592505104(NAD 83)
 GF0484_MARKER: DB = BENCH MARK DISK
 GF0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0484_SP_SET: CONCRETE POST
 GF0484_STAMPING: T 51 1934
 GF0484_MARK LOGO: CGS   
 GF0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0484+STABILITY: SURFACE MOTION
 GF0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0484+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 GF0484
 GF0484  HISTORY     - Date     Condition        Report By
 GF0484  HISTORY     - 1934     MONUMENTED       CGS
 GF0484  HISTORY     - 1958     GOOD             NGS
 GF0484  HISTORY     - 1987     GOOD             USPSQD
 GF0484  HISTORY     - 1988     POOR             USPSQD
 GF0484  HISTORY     - 1989     GOOD             USPSQD
 GF0484  HISTORY     - 19900424 GOOD             NGS
 GF0484  HISTORY     - 20050327 GOOD             GEOCAC
 GF0484  HISTORY     - 20050707 GOOD             GEOCAC
 GF0484
 GF0484                          STATION DESCRIPTION
 GF0484
 GF0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GF0484'0.4 MI N FROM FORUM.
 GF0484'LOCATED 0.45 MILE NORTH ALONG STATE HIGHWAY 23 FROM THE POST
 GF0484'OFFICE AT FORUM, IN THE NORTHWEST CORNER OF THE YARD OF THE
 GF0484'FORUM SCHOOL, 41 FEET EAST OF THE CENTER OF THE ROAD, 110 FEET
 GF0484'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 28
 GF0484'FEET SOUTH OF A FENCE CORNER, 30 FEET WEST OF A 12-INCH OAK
 GF0484'TREE, 150 FEET SOUTH AND 5 FEET WEST OF THE PROJECTED PLANE OF
 GF0484'THE WEST WALL OF A SMALL CONCRETE BLOCK STORE BUILDING.  IT IS
 GF0484'A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST
 GF0484'PROJECTING 4 INCHES.
 GF0484
 GF0484                          STATION RECOVERY (1987)
 GF0484
 GF0484'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0484'RECOVERED IN GOOD CONDITION.
 GF0484
 GF0484                          STATION RECOVERY (1988)
 GF0484
 GF0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0484'MARK RECOVERED IN POOR CONDITION.
 GF0484
 GF0484                          STATION RECOVERY (1989)
 GF0484
 GF0484'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 GF0484'RECOVERED IN GOOD CONDITION.
 GF0484
 GF0484                          STATION RECOVERY (1990)
 GF0484
 GF0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GF0484'STATION IS LOCATED ABOUT 22 KM (13.7 MI) SOUTH OF EUREKA SPRINGS, 0.5
 GF0484'KM (0.3 MI) NORTH OF FORUM, ON THE NORTH EDGE OF A LAWN AREA, IN THE
 GF0484'SOUTHEAST 1/4 OF SECTION 26, T 18 N, R 26 W. OWNERSHIP--UNKNOWN.
 GF0484'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 127 IN FORUM, GO
 GF0484'NORTH ON HIGHWAY 23 FOR 0.82 KM (0.51 MI) TO AN OLD WHITE FRAME
 GF0484'CHURCH BUILDING ON THE RIGHT AND THE STATION (JUST BEFORE REACHING A
 GF0484'CURVE).
 GF0484'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 GF0484'PROJECTING 10 CM.  IT IS 13.3 M (43.6 FT) EAST OF, AND ABOUT 0.5 M
 GF0484'(1.6 FT) HIGHER THAN THE HIGHWAY CENTER, 1.2 M (3.9 FT) EAST OF A
 GF0484'FIBERGLASS WITNESS POST AT A PIPE FENCE CORNER, 0.2 M (0.7 FT) SOUTH
 GF0484'OF A HEAVY-GAUGE WIRE FENCE, 19.0 M (62.3 FT)  NORTHWEST OF A UTILITY
 GF0484'POLE WITH TRANSFORMER IN THE YARD, AND 23.6 M (77.4 FT) NORTH OF
 GF0484'TELEPHONE PEDESTAL 215.
 GF0484'NOTE--THIS STATION HAS A COMPLETE HORIZON BLOCKAGE FROM THE NORTHEAST
 GF0484'TO THE SOUTHEAST.  TRIPOD WILL HAVE TO STRADDLE A LOW FENCE.
 GF0484'DESCRIBED BY R.D.BALL.
 GF0484
 GF0484                          STATION RECOVERY (2005)
 GF0484
 GF0484'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0484'MARK RECOVERED IN GOOD SHAPE.  FACE IS A LITTLE SCUFFED BUT READABLE.
 GF0484'PROABLY HAS BEEN HIT BY MOWERS A TIME OR TWO.  THE FORUM SCHOOL
 GF0484'MENTIONED IN DESCRIPTION IS NO LONGER IN USE.  IT IS NOW PRIVATE
 GF0484'PROPERTY.  WITNESS POST IS MISSING.
 GF0484
 GF0484                          STATION RECOVERY (2005)
 GF0484
 GF0484'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GF0484'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1331 ***********************************************************************
 FG1331  DESIGNATION -  T 52
 FG1331  PID         -  FG1331
 FG1331  STATE/COUNTY-  AR/MADISON
 FG1331  USGS QUAD   -  ST PAUL (1973)
 FG1331
 FG1331                         *CURRENT SURVEY CONTROL
 FG1331  ___________________________________________________________________
 FG1331* NAD 83(1986)-  35 49 15.     (N)    093 45 59.     (W)     SCALED    
 FG1331* NAVD 88     -       455.664  (meters)    1494.96   (feet)  ADJUSTED  
 FG1331  ___________________________________________________________________
 FG1331  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FG1331  DYNAMIC HT  -         455.231 (meters)    1493.54  (feet)  COMP
 FG1331  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 FG1331
 FG1331  VERT ORDER  -  SECOND    CLASS 0
 FG1331
 FG1331.The horizontal coordinates were scaled from a topographic map and have
 FG1331.an estimated accuracy of +/- 6 seconds.
 FG1331
 FG1331.The orthometric height was determined by differential leveling
 FG1331.and adjusted by the National Geodetic Survey in June 1991..
 FG1331
 FG1331.The geoid height was determined by GEOID03.
 FG1331
 FG1331.The dynamic height is computed by dividing the NAVD 88
 FG1331.geopotential number by the normal gravity value computed on the
 FG1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1331.degrees latitude (g = 980.6199 gals.).
 FG1331
 FG1331.The modeled gravity was interpolated from observed gravity values.
 FG1331
 FG1331;                    North         East    Units  Estimated Accuracy
 FG1331;SPC AR N     -   166,460.      240,390.      MT  (+/- 180 meters Scaled)
 FG1331
 FG1331                          SUPERSEDED SURVEY CONTROL
 FG1331
 FG1331  NGVD 29 (??/??/92)  455.531  (m)         1494.52   (f) ADJ UNCH    2 0
 FG1331
 FG1331.Superseded values are not recommended for survey control.
 FG1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1331.See file dsdata.txt to determine how the superseded data were derived.
 FG1331
 FG1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV307643(NAD 83)
 FG1331_MARKER: DB = BENCH MARK DISK
 FG1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1331_STAMPING: T-52 1934
 FG1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1331+STABILITY: SURFACE MOTION
 FG1331
 FG1331  HISTORY     - Date     Condition        Report By
 FG1331  HISTORY     - 1934     MONUMENTED       CGS
 FG1331  HISTORY     - 1935     GOOD             NGS
 FG1331  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1331
 FG1331                          STATION DESCRIPTION
 FG1331
 FG1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1331'IN ST PAUL.
 FG1331'AT SAINT PAUL, 110 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ST.
 FG1331'LOUIS-SAN FRANCISCO RAILWAY STATION, 160 FEET NORTH OF POLE 387+5, 108
 FG1331'FEET NORTHWEST OF THE SOUTH SWITCH STAND TO THE SIDING, 92 FEET WEST
 FG1331'OF THE CENTERLINE OF THE MAIN TRACK, AND 1.3 FEET EAST OF A BOARD
 FG1331'FENCE.  A STANDARD DISK, STAMPED T 52 1934 AND SET IN THE TOP OF A
 FG1331'CONCRETE POST.  NOTE-- THE STATION IS GONE.  EVERTHING HAS BEEN
 FG1331'CHANGED.
 FG1331
 FG1331                          STATION RECOVERY (1973)
 FG1331
 FG1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2068 ***********************************************************************
 EH2068  DESIGNATION -  T 54
 EH2068  PID         -  EH2068
 EH2068  STATE/COUNTY-  AR/ARKANSAS
 EH2068  USGS QUAD   -  ULM (1968)
 EH2068
 EH2068                         *CURRENT SURVEY CONTROL
 EH2068  ___________________________________________________________________
 EH2068* NAD 83(1997)-  34 32 37.73230(N)    091 29 58.20950(W)     ADJUSTED  
 EH2068* NAVD 88     -        64.084  (meters)     210.25   (feet)  ADJUSTED  
 EH2068  ___________________________________________________________________
 EH2068  X           -    -137,627.300 (meters)                     COMP
 EH2068  Y           -  -5,257,518.598 (meters)                     COMP
 EH2068  Z           -   3,596,317.711 (meters)                     COMP
 EH2068  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 EH2068  ELLIP HEIGHT-          37.42  (meters)          (04/05/04) GPS OBS
 EH2068  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EH2068  DYNAMIC HT  -          64.022 (meters)     210.05  (feet)  COMP
 EH2068  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 EH2068
 EH2068  HORZ ORDER  -  B
 EH2068  VERT ORDER  -  FIRST     CLASS II
 EH2068  ELLP ORDER  -  FOURTH    CLASS I
 EH2068
 EH2068.The horizontal coordinates were established by GPS observations
 EH2068.and adjusted by the National Geodetic Survey in April 2004..
 EH2068
 EH2068.The orthometric height was determined by differential leveling
 EH2068.and adjusted by the National Geodetic Survey in June 1991..
 EH2068
 EH2068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2068
 EH2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2068
 EH2068.The ellipsoidal height was determined by GPS observations
 EH2068.and is referenced to NAD 83.
 EH2068
 EH2068.The geoid height was determined by GEOID03.
 EH2068
 EH2068.The dynamic height is computed by dividing the NAVD 88
 EH2068.geopotential number by the normal gravity value computed on the
 EH2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2068.degrees latitude (g = 980.6199 gals.).
 EH2068
 EH2068.The modeled gravity was interpolated from observed gravity values.
 EH2068
 EH2068;                    North         East     Units Scale Factor Converg.
 EH2068;SPC AR S     -   608,314.799   445,939.489   MT  0.99995789   +0 16 48.4
 EH2068;SPC AR S     - 1,995,779.47  1,463,053.14   sFT  0.99995789   +0 16 48.4
 EH2068;UTM  15      - 3,823,478.167   637,684.085   MT  0.99983366   +0 51 03.5
 EH2068
 EH2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2068!SPC AR S     -   0.99999413  x   0.99995789  =   0.99995202
 EH2068!UTM  15      -   0.99999413  x   0.99983366  =   0.99982779
 EH2068
 EH2068                          SUPERSEDED SURVEY CONTROL
 EH2068
 EH2068  NAVD 88 (04/05/04)   64.08   (m)          210.2    (f) LEVELING    3  
 EH2068  NGVD 29 (??/??/??)   64.111  (m)          210.34   (f) ADJUSTED    1 2
 EH2068
 EH2068.Superseded values are not recommended for survey control.
 EH2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2068.See file dsdata.txt to determine how the superseded data were derived.
 EH2068
 EH2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3768423478(NAD 83)
 EH2068_MARKER: DB = BENCH MARK DISK
 EH2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2068_STAMPING: T 54 1934
 EH2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2068+STABILITY: SURFACE MOTION
 EH2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2068+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 EH2068
 EH2068  HISTORY     - Date     Condition        Report By
 EH2068  HISTORY     - 1934     MONUMENTED       CGS
 EH2068  HISTORY     - 1955     GOOD             CGS
 EH2068  HISTORY     - 20020405 GOOD             USACE
 EH2068
 EH2068                          STATION DESCRIPTION
 EH2068
 EH2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2068'4.0 MI NE FROM STUTTGART.
 EH2068'ABOUT 4.0 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH2068'FROM THE STATION AT STUTTGART, ABOUT 3.1 MILES SOUTHWEST OF THE
 EH2068'STATION SIGN AT ULM, PRAIRIE COUNTY, ABOUT 0.3 MILE SOUTHWEST OF MILE
 EH2068'POLE 229, 152 YARDS SOUTHWEST OF CROSSING OF A NARROW GRAVEL ROAD,
 EH2068'29.5 FEET SOUTHEAST OF SOUTHEAST RAIL, 17 1/2 FEET NORTHWEST OF A
 EH2068'FENCE LINE, 65 FEET NORTHWEST OF CENTER LINE OF A NARROW ROAD
 EH2068'PARALLELING THE TRACK, 8 1/2 FEET NORTHEAST OF THE THIRD TELEPHONE
 EH2068'POLE SOUTHWEST OF CROSSING, 98 FEET NORTHWEST OF POWER POLE NO. 86, 96
 EH2068'FEET SOUTHWEST OF SOUTHEAST END OF A 24-INCH CONCRETE PIPE CULVERT
 EH2068'UNDER TRACK, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5
 EH2068'1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 EH2068'ABOUT FLUSH WITH GROUND.
 EH2068
 EH2068                          STATION RECOVERY (2002)
 EH2068
 EH2068'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1071 ***********************************************************************
 EH1071  DESIGNATION -  T 55
 EH1071  PID         -  EH1071
 EH1071  STATE/COUNTY-  AR/MONROE
 EH1071  USGS QUAD   -  HOLLY GROVE (1971)
 EH1071
 EH1071                         *CURRENT SURVEY CONTROL
 EH1071  ___________________________________________________________________
 EH1071* NAD 83(1986)-  34 35 21.     (N)    091 09 43.     (W)     SCALED    
 EH1071* NAVD 88     -        53.715  (meters)     176.23   (feet)  ADJUSTED  
 EH1071  ___________________________________________________________________
 EH1071  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH1071  DYNAMIC HT  -          53.664 (meters)     176.06  (feet)  COMP
 EH1071  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 EH1071
 EH1071  VERT ORDER  -  FIRST     CLASS II
 EH1071
 EH1071.The horizontal coordinates were scaled from a topographic map and have
 EH1071.an estimated accuracy of +/- 6 seconds.
 EH1071
 EH1071.The orthometric height was determined by differential leveling
 EH1071.and adjusted by the National Geodetic Survey in June 1991..
 EH1071.WARNING-Repeat measurements at this control monument indicate possible
 EH1071.vertical movement.
 EH1071
 EH1071.The geoid height was determined by GEOID03.
 EH1071
 EH1071.The dynamic height is computed by dividing the NAVD 88
 EH1071.geopotential number by the normal gravity value computed on the
 EH1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1071.degrees latitude (g = 980.6199 gals.).
 EH1071
 EH1071.The modeled gravity was interpolated from observed gravity values.
 EH1071
 EH1071;                    North         East    Units  Estimated Accuracy
 EH1071;SPC AR S     -   613,550.      476,880.      MT  (+/- 180 meters Scaled)
 EH1071
 EH1071                          SUPERSEDED SURVEY CONTROL
 EH1071
 EH1071  NGVD 29 (??/??/??)   53.740  (m)          176.31   (f) ADJUSTED    1 2
 EH1071
 EH1071.Superseded values are not recommended for survey control.
 EH1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1071.See file dsdata.txt to determine how the superseded data were derived.
 EH1071
 EH1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU685290(NAD 83)
 EH1071_MARKER: DB = BENCH MARK DISK
 EH1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1071_STAMPING: T 55 1935
 EH1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1071+STABILITY: SURFACE MOTION
 EH1071
 EH1071  HISTORY     - Date     Condition        Report By
 EH1071  HISTORY     - 1935     MONUMENTED       CGS
 EH1071  HISTORY     - 1955     GOOD             CGS
 EH1071
 EH1071                          STATION DESCRIPTION
 EH1071
 EH1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1071'2.2 MI E FROM HOLLY GROVE.
 EH1071'ABOUT 2.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1071'STATION AT HOLLY GROVE, ABOUT 4 TELEPHONE POLES WEST OF TRESTLE NO.
 EH1071'352/2, 22 FEET SOUTH OF SOUTH RAIL, 83 1/2 FEET SOUTHEAST AND ACROSS
 EH1071'TRACK FROM TELEPHONE POLE NO. 1324, 55 FEET SOUTH-SOUTHWEST AND ACROSS
 EH1071'TRACK FROM AN 8-INCH CONCRETE POST PROJECTING 2 1/2 FEET AND CAST AS
 EH1071'FOLLOWS MP 35+00 1848+00,, 11 FEET WEST OF TELEPHONE POLE NO. 352/11,
 EH1071'1 FOOT SOUTH OF ROW OF TELEPHONE POLES, ABOUT LEVEL WITH TRACK AND SET
 EH1071'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1479 ***********************************************************************
 EH1479  DESIGNATION -  T 56
 EH1479  PID         -  EH1479
 EH1479  STATE/COUNTY-  AR/MONROE
 EH1479  USGS QUAD   -  TURNER (1967)
 EH1479
 EH1479                         *CURRENT SURVEY CONTROL
 EH1479  ___________________________________________________________________
 EH1479* NAD 83(1986)-  34 25 35.     (N)    091 04 11.     (W)     SCALED    
 EH1479* NAVD 88     -        50.029  (meters)     164.14   (feet)  ADJUSTED  
 EH1479  ___________________________________________________________________
 EH1479  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1479  DYNAMIC HT  -          49.981 (meters)     163.98  (feet)  COMP
 EH1479  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EH1479
 EH1479  VERT ORDER  -  SECOND    CLASS 0
 EH1479
 EH1479.The horizontal coordinates were scaled from a topographic map and have
 EH1479.an estimated accuracy of +/- 6 seconds.
 EH1479
 EH1479.The orthometric height was determined by differential leveling
 EH1479.and adjusted by the National Geodetic Survey in August 1993..
 EH1479
 EH1479.The geoid height was determined by GEOID03.
 EH1479
 EH1479.The dynamic height is computed by dividing the NAVD 88
 EH1479.geopotential number by the normal gravity value computed on the
 EH1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1479.degrees latitude (g = 980.6199 gals.).
 EH1479
 EH1479.The modeled gravity was interpolated from observed gravity values.
 EH1479
 EH1479;                    North         East    Units  Estimated Accuracy
 EH1479;SPC AR S     -   595,570.      485,510.      MT  (+/- 180 meters Scaled)
 EH1479
 EH1479                          SUPERSEDED SURVEY CONTROL
 EH1479
 EH1479  NAVD 88 (06/15/91)   50.015  (m)          164.09   (f) UNKNOWN     2 0
 EH1479  NGVD 29 (??/??/??)   50.059  (m)          164.24   (f) ADJUSTED    2 0
 EH1479
 EH1479.Superseded values are not recommended for survey control.
 EH1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1479.See file dsdata.txt to determine how the superseded data were derived.
 EH1479
 EH1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU773111(NAD 83)
 EH1479_MARKER: DB = BENCH MARK DISK
 EH1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1479_STAMPING: T 56 1935
 EH1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1479+STABILITY: SURFACE MOTION
 EH1479
 EH1479  HISTORY     - Date     Condition        Report By
 EH1479  HISTORY     - 1935     MONUMENTED       CGS
 EH1479  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1479  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1479
 EH1479                          STATION DESCRIPTION
 EH1479
 EH1479'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH1479'9.2 MI SW FROM CYPERT.
 EH1479'IN MONROE COUNTY, 9.2 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE
 EH1479'JOHN L. TURNER STORE AT CYPERT, MONROE COUNTY, AT THE JUNCTION OF
 EH1479'STATE HIGHWAY 17, OPPOSITE A CURVE, 117 YARDS NORTHWEST OF THE
 EH1479'NORTHWEST CORNER OF THE N.S. DILDINE FARMHOUSE, 41 YARDS EAST OF THE
 EH1479'CENTERLINE OF THE HIGHWAY, 70 FEET SOUTH OF THE CENTERLINE OF A DIRT
 EH1479'ROAD LEADING TO THE N.S. DILDINE FARMHOUSE, AND 6 FEET EAST OF THE
 EH1479'NORTHEAST CORNER OF A FRAME STORE.  A STANDARD DISK, STAMPED T 56 1935
 EH1479'AND SET IN THE TOP OF A CONCRETE POST.
 EH1479
 EH1479                          STATION RECOVERY (1976)
 EH1479
 EH1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1289 ***********************************************************************
 EH1289  DESIGNATION -  T 57
 EH1289  PID         -  EH1289
 EH1289  STATE/COUNTY-  AR/ARKANSAS
 EH1289  USGS QUAD   -  GILLETT (1972)
 EH1289
 EH1289                         *CURRENT SURVEY CONTROL
 EH1289  ___________________________________________________________________
 EH1289* NAD 83(1986)-  34 00 34.     (N)    091 24 17.     (W)     SCALED    
 EH1289* NAVD 88     -        53.564  (meters)     175.73   (feet)  ADJUSTED  
 EH1289  ___________________________________________________________________
 EH1289  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EH1289  DYNAMIC HT  -          53.512 (meters)     175.56  (feet)  COMP
 EH1289  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 EH1289
 EH1289  VERT ORDER  -  SECOND    CLASS 0
 EH1289
 EH1289.The horizontal coordinates were scaled from a topographic map and have
 EH1289.an estimated accuracy of +/- 6 seconds.
 EH1289
 EH1289.The orthometric height was determined by differential leveling
 EH1289.and adjusted by the National Geodetic Survey in June 1991..
 EH1289
 EH1289.The geoid height was determined by GEOID03.
 EH1289
 EH1289.The dynamic height is computed by dividing the NAVD 88
 EH1289.geopotential number by the normal gravity value computed on the
 EH1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1289.degrees latitude (g = 980.6199 gals.).
 EH1289
 EH1289.The modeled gravity was interpolated from observed gravity values.
 EH1289
 EH1289;                    North         East    Units  Estimated Accuracy
 EH1289;SPC AR S     -   549,090.      454,980.      MT  (+/- 180 meters Scaled)
 EH1289
 EH1289                          SUPERSEDED SURVEY CONTROL
 EH1289
 EH1289  NGVD 29 (??/??/??)   53.708  (m)          176.21   (f) ADJUSTED    2 0
 EH1289
 EH1289.Superseded values are not recommended for survey control.
 EH1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1289.See file dsdata.txt to determine how the superseded data were derived.
 EH1289
 EH1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT473643(NAD 83)
 EH1289_MARKER: DB = BENCH MARK DISK
 EH1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1289_STAMPING: T-57 1935
 EH1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1289+STABILITY: SURFACE MOTION
 EH1289
 EH1289  HISTORY     - Date     Condition        Report By
 EH1289  HISTORY     - 1935     MONUMENTED       CGS
 EH1289  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1289
 EH1289                          STATION DESCRIPTION
 EH1289
 EH1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1289'8.7 MI S FROM GILLETT.
 EH1289'8.7 MILES SOUTH OF, ALONG ST. HWY. 1, FROM STATION. ABOUT .8 MILE
 EH1289'SOUTHWEST OF CATTLE GUART OVER HIGHWAY.  ABOUT .4 MILE NORTH OF CATTLE
 EH1289'GUART OVER HIGHWAY.  ABOUT .3 MILE SOUTHWEST OF WHITE FRAME HOUSE.
 EH1289'ABOUT 150 FEET SOUTHWEST OF INTERSECTION OF CENTERLINES OF DIRT ROAD
 EH1289'LEADING TO OLD PENDLETON FERRY WITH ST. HWY. NO. 1.  27 FEET WEST OF
 EH1289'CENTERLINE OF ST. HWY. 1.  TABLET SET IN PRECAST CONCRETE POST, SET AT
 EH1289'SOUTH END OF HIGHWAY CURVE ON TOP OF SMALL HILL.
 EH1289
 EH1289                          STATION RECOVERY (1955)
 EH1289
 EH1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0147 ***********************************************************************
 EK0147  DESIGNATION -  T 58
 EK0147  PID         -  EK0147
 EK0147  STATE/COUNTY-  AR/SEVIER
 EK0147  USGS QUAD   -  DE QUEEN (1966)
 EK0147
 EK0147                         *CURRENT SURVEY CONTROL
 EK0147  ___________________________________________________________________
 EK0147* NAD 83(1986)-  34 01 43.     (N)    094 20 35.     (W)     SCALED    
 EK0147* NAVD 88     -       111.076  (meters)     364.42   (feet)  ADJUSTED  
 EK0147  ___________________________________________________________________
 EK0147  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EK0147  DYNAMIC HT  -         110.963 (meters)     364.05  (feet)  COMP
 EK0147  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 EK0147
 EK0147  VERT ORDER  -  SECOND    CLASS 0
 EK0147
 EK0147.The horizontal coordinates were scaled from a topographic map and have
 EK0147.an estimated accuracy of +/- 6 seconds.
 EK0147
 EK0147.The orthometric height was determined by differential leveling
 EK0147.and adjusted by the National Geodetic Survey in June 1991..
 EK0147
 EK0147.The geoid height was determined by GEOID03.
 EK0147
 EK0147.The dynamic height is computed by dividing the NAVD 88
 EK0147.geopotential number by the normal gravity value computed on the
 EK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0147.degrees latitude (g = 980.6199 gals.).
 EK0147
 EK0147.The modeled gravity was interpolated from observed gravity values.
 EK0147
 EK0147;                    North         East    Units  Estimated Accuracy
 EK0147;SPC AR S     -   553,530.      183,650.      MT  (+/- 180 meters Scaled)
 EK0147
 EK0147                          SUPERSEDED SURVEY CONTROL
 EK0147
 EK0147  NGVD 29 (??/??/92)  111.052  (m)          364.34   (f) ADJ UNCH    2 0
 EK0147
 EK0147.Superseded values are not recommended for survey control.
 EK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0147.See file dsdata.txt to determine how the superseded data were derived.
 EK0147
 EK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT760661(NAD 83)
 EK0147_MARKER: DB = BENCH MARK DISK
 EK0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0147_STAMPING: T-58 1934
 EK0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0147+STABILITY: SURFACE MOTION
 EK0147
 EK0147  HISTORY     - Date     Condition        Report By
 EK0147  HISTORY     - 1934     MONUMENTED       CGS
 EK0147  HISTORY     - 1962     GOOD             USGS
 EK0147  HISTORY     - 1963     MARK NOT FOUND   NGS
 EK0147  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0147
 EK0147                          STATION DESCRIPTION
 EK0147
 EK0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0147'0.2 MI SE FROM DE QUEEN.
 EK0147'0.2 MILES SOUTHEAST OF, ALONG D. AND E. R.R., FROM STATION
 EK0147'COURTHOUSE.  ABOUT 0.2 MILE WEST OF KANSAS CITY SOUTHERN R.R.
 EK0147'CROSSING, 125 FEET NORTH OF NORTHEAST CORNER OF SUBSTATION FENCE,
 EK0147'46.7 FEET NORTHWEST OF TRANSMISSION LINE POLE 191, 22 FEET
 EK0147'NORTHWEST OF CENTERLINE OF STATE HWY. 41, 12.8 FEET SOUTH OF
 EK0147'CENTERLINE OF DE QUEEN AND EASTERN R.R. MAIN LINE TRACK.  TABLET
 EK0147'SET IN PRECAST CONCRETE POST.
 EK0147
 EK0147                          STATION RECOVERY (1962)
 EK0147
 EK0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EK0147'5 FEET WEST OF A STEEL POST SUPPORTING A RAILROAD-CROSSING SIGN. THIS
 EK0147'RAILROAD CROSSING IS ABOUT 0.1 MILE WEST OF THE PRESENT LOCATION OF
 EK0147'STATE HIGHWAY 41.
 EK0147
 EK0147                          STATION RECOVERY (1963)
 EK0147
 EK0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EK0147'MARK NOT FOUND.
 EK0147
 EK0147                          STATION RECOVERY (1985)
 EK0147
 EK0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0147'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1343 ***********************************************************************
 EJ1343  DESIGNATION -  T 59
 EJ1343  PID         -  EJ1343
 EJ1343  STATE/COUNTY-  AR/PIKE
 EJ1343  USGS QUAD   -  LODI (1979)
 EJ1343
 EJ1343                         *CURRENT SURVEY CONTROL
 EJ1343  ___________________________________________________________________
 EJ1343* NAD 83(1986)-  34 17 30.     (N)    093 37 44.     (W)     SCALED    
 EJ1343* NAVD 88     -       227.410  (meters)     746.09   (feet)  ADJUSTED  
 EJ1343  ___________________________________________________________________
 EJ1343  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EJ1343  DYNAMIC HT  -         227.178 (meters)     745.33  (feet)  COMP
 EJ1343  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 EJ1343
 EJ1343  VERT ORDER  -  SECOND    CLASS 0
 EJ1343
 EJ1343.The horizontal coordinates were scaled from a topographic map and have
 EJ1343.an estimated accuracy of +/- 6 seconds.
 EJ1343
 EJ1343.The orthometric height was determined by differential leveling
 EJ1343.and adjusted by the National Geodetic Survey in June 1991..
 EJ1343
 EJ1343.The geoid height was determined by GEOID03.
 EJ1343
 EJ1343.The dynamic height is computed by dividing the NAVD 88
 EJ1343.geopotential number by the normal gravity value computed on the
 EJ1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1343.degrees latitude (g = 980.6199 gals.).
 EJ1343
 EJ1343.The modeled gravity was interpolated from observed gravity values.
 EJ1343
 EJ1343;                    North         East    Units  Estimated Accuracy
 EJ1343;SPC AR S     -   581,430.      250,050.      MT  (+/- 180 meters Scaled)
 EJ1343
 EJ1343                          SUPERSEDED SURVEY CONTROL
 EJ1343
 EJ1343  NGVD 29 (??/??/92)  227.383  (m)          746.01   (f) ADJ UNCH    2 0
 EJ1343
 EJ1343.Superseded values are not recommended for survey control.
 EJ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1343.See file dsdata.txt to determine how the superseded data were derived.
 EJ1343
 EJ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT421946(NAD 83)
 EJ1343_MARKER: DB = BENCH MARK DISK
 EJ1343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1343_SP_SET: CULVERT
 EJ1343_STAMPING: T 59 1934
 EJ1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1343
 EJ1343  HISTORY     - Date     Condition        Report By
 EJ1343  HISTORY     - 1934     MONUMENTED       CGS
 EJ1343  HISTORY     - 1962     GOOD             NGS
 EJ1343
 EJ1343                          STATION DESCRIPTION
 EJ1343
 EJ1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1343'3.1 MI NE FROM KIRBY.
 EJ1343'LOCATED 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE
 EJ1343'AT KIRBY, THENCE 0.9 MILE NORTHEAST ALONG THE OLD HIGHWAY TO THE MARK
 EJ1343'ON THE RIGHT.  IT IS ABOUT 250 FEET NORTH OF THE SUMMIT OF THE HILL,
 EJ1343'25 FEET EAST OF THE CENTERLINE OF THE OLD ROAD, 3 FEET BELOW THE LEVEL
 EJ1343'OF THE HIGHWAY, AND 1 FOOT EAST OF A METAL WITNESS POST. IT IS A
 EJ1343'STANDARD DISK, SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 EJ1343'HEADWALL OF A CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0624 ***********************************************************************
 GF0624  DESIGNATION -  T 6 RESET
 GF0624  PID         -  GF0624
 GF0624  STATE/COUNTY-  AR/SEARCY
 GF0624  USGS QUAD   -  MAUMEE (1966)
 GF0624
 GF0624                         *CURRENT SURVEY CONTROL
 GF0624  ___________________________________________________________________
 GF0624* NAD 83(1986)-  36 00 05.     (N)    092 43 50.     (W)     SCALED    
 GF0624* NAVD 88     -       196.76   (meters)     645.5    (feet)  RESET     
 GF0624  ___________________________________________________________________
 GF0624  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0624
 GF0624  VERT ORDER  -  THIRD
 GF0624
 GF0624.The horizontal coordinates were scaled from a topographic map and have
 GF0624.an estimated accuracy of +/- 6 seconds.
 GF0624
 GF0624.The orthometric height was computed from unverified reset data.
 GF0624
 GF0624.The geoid height was determined by GEOID03.
 GF0624
 GF0624;                    North         East    Units  Estimated Accuracy
 GF0624;SPC AR N     -   185,300.      334,140.      MT  (+/- 180 meters Scaled)
 GF0624
 GF0624                          SUPERSEDED SURVEY CONTROL
 GF0624
 GF0624.No superseded survey control is available for this station.
 GF0624
 GF0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV242841(NAD 83)
 GF0624_MARKER: DB = BENCH MARK DISK
 GF0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0624_STAMPING: T 6 RESET 1965
 GF0624_MARK LOGO: CGS   
 GF0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0624+STABILITY: SURFACE MOTION
 GF0624
 GF0624  HISTORY     - Date     Condition        Report By
 GF0624  HISTORY     - 1965     MONUMENTED       CGS
 GF0624  HISTORY     - 19650610 GOOD             CGS
 GF0624
 GF0624                          STATION DESCRIPTION
 GF0624
 GF0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GF0624'2.0 MILES (3.2 KM) NORTHWEST OF GILBERT ALONG A COUNTY ROAD LEADING TO
 GF0624'US HIGHWAY 65.  0.2 MILE (0.3 KM) NORTHWEST OF MR.  TROY WATTS HOUSE.
 GF0624'40 FEET (12.2 M) SOUTH OF CENTERLINE OF ROAD.  68 FEET (20.7 M) EAST
 GF0624'OF PROJECTED CENTERLINE OF ROAD LEADING NORTH.  39.5 FEET (12.0 M)
 GF0624'EAST OF POWER POLE.  15 FEET (4.6 M) SOUTH OF FENCE CORNER.  90 FEET
 GF0624'(27.4 M) SOUTHWEST OF TELEPHONE POLE.  103 FEET (31.4 M) EAST OF A
 GF0624'LONE 2 FOOT (0.6 M) SYCAMORE TREE.  1 FOOT (0.3 M) NORTH OF A METAL
 GF0624'WITNESS POST.  A STANDARD DISK SET IN TOP OF A 12 INCH ROUND CONCRETE
 GF0624'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0119 ***********************************************************************
 DM0119  DESIGNATION -  T 61
 DM0119  PID         -  DM0119
 DM0119  STATE/COUNTY-  AR/LITTLE RIVER
 DM0119  USGS QUAD   -  BEN LOMOND (1975)
 DM0119
 DM0119                         *CURRENT SURVEY CONTROL
 DM0119  ___________________________________________________________________
 DM0119* NAD 83(1986)-  33 45 26.     (N)    094 03 28.     (W)     SCALED    
 DM0119* NAVD 88     -        81.724  (meters)     268.12   (feet)  ADJUSTED  
 DM0119  ___________________________________________________________________
 DM0119  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DM0119  DYNAMIC HT  -          81.640 (meters)     267.85  (feet)  COMP
 DM0119  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 DM0119
 DM0119  VERT ORDER  -  SECOND    CLASS 0
 DM0119
 DM0119.The horizontal coordinates were scaled from a topographic map and have
 DM0119.an estimated accuracy of +/- 6 seconds.
 DM0119
 DM0119.The orthometric height was determined by differential leveling
 DM0119.and adjusted by the National Geodetic Survey in June 1991..
 DM0119
 DM0119.The geoid height was determined by GEOID03.
 DM0119
 DM0119.The dynamic height is computed by dividing the NAVD 88
 DM0119.geopotential number by the normal gravity value computed on the
 DM0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0119.degrees latitude (g = 980.6199 gals.).
 DM0119
 DM0119.The modeled gravity was interpolated from observed gravity values.
 DM0119
 DM0119;                    North         East    Units  Estimated Accuracy
 DM0119;SPC AR S     -   522,870.      209,380.      MT  (+/- 180 meters Scaled)
 DM0119
 DM0119                          SUPERSEDED SURVEY CONTROL
 DM0119
 DM0119  NGVD 29 (??/??/92)   81.734  (m)          268.16   (f) ADJ UNCH    2 0
 DM0119
 DM0119.Superseded values are not recommended for survey control.
 DM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0119.See file dsdata.txt to determine how the superseded data were derived.
 DM0119
 DM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT020357(NAD 83)
 DM0119_MARKER: DB = BENCH MARK DISK
 DM0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0119_STAMPING: T 61 1934
 DM0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0119+STABILITY: SURFACE MOTION
 DM0119
 DM0119  HISTORY     - Date     Condition        Report By
 DM0119  HISTORY     - 1934     MONUMENTED       CGS
 DM0119  HISTORY     - 1962     GOOD             NGS
 DM0119
 DM0119                          STATION DESCRIPTION
 DM0119
 DM0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DM0119'IN WHITE CLIFFS.
 DM0119'AT WHITE CLIFFS, LITTLE RIVER COUNTY, 75.6 FEET WEST OF THE WEST END
 DM0119'OF THE GRAYSONIA, NASHVILLE AND ASHDOWN RAILROAD STATION, 230 FEET
 DM0119'EAST OF THE EAST END OF THE STEEL BRIDGE OVER LITTLE RIVER, 60.8 FEET
 DM0119'WEST OF A POLE ON A BRANCHLINE LEADING TO A CEMENT PLANT, 40 FEET WEST
 DM0119'OF THE CENTERLINE OF A CROSSROAD, 30 FEET SOUTH OF THE CENTERLINE OF
 DM0119'THE TRACK, 9.3 FEET WEST OF THE SOUTHWEST CONCRETE FOOTING OF THE
 DM0119'RAILROAD WATER TANK, AND 3 FEET LOWER THAN THE RAIL. A STANDARD DISK,
 DM0119'STAMPED T 61 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 DM0119'WATER TANK HAS BEEN REMOVED.  THE CONCRETE FOOTINGS REMAIN AND WILL
 DM0119'AID IN RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1044 ***********************************************************************
 DL1044  DESIGNATION -  T 62
 DL1044  PID         -  DL1044
 DL1044  STATE/COUNTY-  AR/HEMPSTEAD
 DL1044  USGS QUAD   -  HOPE (1978)
 DL1044
 DL1044                         *CURRENT SURVEY CONTROL
 DL1044  ___________________________________________________________________
 DL1044* NAD 83(1986)-  33 41 11.     (N)    093 35 50.     (W)     SCALED    
 DL1044* NAVD 88     -       103.432  (meters)     339.34   (feet)  ADJUSTED  
 DL1044  ___________________________________________________________________
 DL1044  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DL1044  DYNAMIC HT  -         103.323 (meters)     338.99  (feet)  COMP
 DL1044  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 DL1044
 DL1044  VERT ORDER  -  SECOND    CLASS 0
 DL1044
 DL1044.The horizontal coordinates were scaled from a topographic map and have
 DL1044.an estimated accuracy of +/- 6 seconds.
 DL1044
 DL1044.The orthometric height was determined by differential leveling
 DL1044.and adjusted by the National Geodetic Survey in June 1991..
 DL1044.WARNING-Repeat measurements at this control monument indicate possible
 DL1044.vertical movement.
 DL1044
 DL1044.The geoid height was determined by GEOID03.
 DL1044
 DL1044.The dynamic height is computed by dividing the NAVD 88
 DL1044.geopotential number by the normal gravity value computed on the
 DL1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1044.degrees latitude (g = 980.6199 gals.).
 DL1044
 DL1044.The modeled gravity was interpolated from observed gravity values.
 DL1044
 DL1044;                    North         East    Units  Estimated Accuracy
 DL1044;SPC AR S     -   514,260.      251,920.      MT  (+/- 180 meters Scaled)
 DL1044
 DL1044                          SUPERSEDED SURVEY CONTROL
 DL1044
 DL1044  NGVD 29 (??/??/92)  103.436  (m)          339.36   (f) ADJ UNCH    2 0
 DL1044
 DL1044.Superseded values are not recommended for survey control.
 DL1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1044.See file dsdata.txt to determine how the superseded data were derived.
 DL1044
 DL1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT446275(NAD 83)
 DL1044_MARKER: DB = BENCH MARK DISK
 DL1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1044_STAMPING: T 62 1934
 DL1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1044+STABILITY: SURFACE MOTION
 DL1044
 DL1044  HISTORY     - Date     Condition        Report By
 DL1044  HISTORY     - 1934     MONUMENTED       CGS
 DL1044  HISTORY     - 1963     GOOD             NGS
 DL1044
 DL1044                          STATION DESCRIPTION
 DL1044
 DL1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1044'1.3 MI NW FROM HOPE.
 DL1044'1.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1044'STATION AT HOPE, HEMPSTEAD COUNTY, 0.3 MILE SOUTHEAST OF THE LARGE
 DL1044'GREEN BUILDINGS OF THE HOPE FERTILIZER PLANT NORTHEAST OF THE TRACK,
 DL1044'0.1 MILE NORTHWEST OF A LARGE CONCRETE-PIPE CULVERT, 3 FEET NORTHWEST
 DL1044'OF MILEPOST 459, AT A DIVISION FENCE LEADING EAST TOWARD A WHITE
 DL1044'FARMHOUSE WITH GREEN TRIMMINGS, 33 FEET NORTHEAST OF THE CENTERLINE OF
 DL1044'THE TRACK, AND 17.3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 DL1044'STANDARD DISK, STAMPED T 62 1934 AND SET IN THE TOP OF A CONCRETE
 DL1044'POST.  NOTE-- 3 FEET NORTHWEST OF MILEPOST 459, WHICH IS TO THE WEST
 DL1044'OF A BLOND-BRICK BUILDING LOCATED ON THE WEST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0942 ***********************************************************************
 DL0942  DESIGNATION -  T 63
 DL0942  PID         -  DL0942
 DL0942  STATE/COUNTY-  AR/MILLER
 DL0942  USGS QUAD   -  HOMAN (1975)
 DL0942
 DL0942                         *CURRENT SURVEY CONTROL
 DL0942  ___________________________________________________________________
 DL0942* NAD 83(1986)-  33 32 51.     (N)    093 52 36.     (W)     SCALED    
 DL0942* NAVD 88     -        79.763  (meters)     261.69   (feet)  ADJUSTED  
 DL0942  ___________________________________________________________________
 DL0942  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL0942  DYNAMIC HT  -          79.678 (meters)     261.41  (feet)  COMP
 DL0942  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 DL0942
 DL0942  VERT ORDER  -  FIRST     CLASS I
 DL0942
 DL0942.The horizontal coordinates were scaled from a topographic map and have
 DL0942.an estimated accuracy of +/- 6 seconds.
 DL0942
 DL0942.The orthometric height was determined by differential leveling
 DL0942.and adjusted by the National Geodetic Survey in June 1991..
 DL0942.WARNING-Repeat measurements at this control monument indicate possible
 DL0942.vertical movement.
 DL0942
 DL0942.The geoid height was determined by GEOID03.
 DL0942
 DL0942.The dynamic height is computed by dividing the NAVD 88
 DL0942.geopotential number by the normal gravity value computed on the
 DL0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0942.degrees latitude (g = 980.6199 gals.).
 DL0942
 DL0942.The modeled gravity was interpolated from observed gravity values.
 DL0942
 DL0942;                    North         East    Units  Estimated Accuracy
 DL0942;SPC AR S     -   499,290.      225,730.      MT  (+/- 180 meters Scaled)
 DL0942
 DL0942                          SUPERSEDED SURVEY CONTROL
 DL0942
 DL0942  NGVD 29 (??/??/??)   79.776  (m)          261.73   (f) ADJUSTED    1 1
 DL0942
 DL0942.Superseded values are not recommended for survey control.
 DL0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0942.See file dsdata.txt to determine how the superseded data were derived.
 DL0942
 DL0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT186123(NAD 83)
 DL0942_MARKER: DB = BENCH MARK DISK
 DL0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0942_STAMPING: T 63 1934
 DL0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0942+STABILITY: SURFACE MOTION
 DL0942
 DL0942  HISTORY     - Date     Condition        Report By
 DL0942  HISTORY     - 1934     MONUMENTED       CGS
 DL0942  HISTORY     - 1964     GOOD             NGS
 DL0942  HISTORY     - 1977     GOOD             NGS
 DL0942
 DL0942                          STATION DESCRIPTION
 DL0942
 DL0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0942'IN HOMAN.
 DL0942'LOCATED AT HOMAN, ALONG THE MISSOURI PACIFIC RAILROAD, 0.7 MILE NORTH
 DL0942'ALONG THE TRACK FROM THE RAILROAD STATION, NOW ABANDONDED, 3.9 FEET
 DL0942'SOUTHWEST OF THE THIRD POLE SOUTHWEST OF MILEPOST 477, 35 FEET
 DL0942'NORTHWEST OF THE CENTER LINE OF THE TRACK, 36 FEET SOUTHEAST OF THE
 DL0942'CENTER OF THE U.S. HIGHWAY 67.  IT IS A STANDARD DISK, SET IN THE TOP
 DL0942'OF A 6 INCH PRECAST POST PROJECTING 4 INCHES.  IT IS STAMPED T 63
 DL0942'1934.  THE MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 DL0942
 DL0942                          STATION RECOVERY (1977)
 DL0942
 DL0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DL0942'1.8 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 30 FROM THE WEST END
 DL0942'OF THE BRIDGE OVER THE RED RIVER AT FULTON, THENCE 1.1 MILE SOUTH-
 DL0942'WEST ALONG LEVEE, THENCE 0.1 MILE SOUTHEAST TO US HIGHWAY 67, THENCE
 DL0942'2.8 MILES SOUTHWEST ALONG US HIGHWAY 67, 115 FEET SOUTHEAST OF THE
 DL0942'CENTER LINE OF HIGHWAY, 32 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 DL0942'THE MISSOURIA PACIFIC RAILROAD, AND 4 FEET SOUTHWEST OF A TELEPHONE
 DL0942'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0496 ***********************************************************************
 DL0496  DESIGNATION -  T 64
 DL0496  PID         -  DL0496
 DL0496  STATE/COUNTY-  AR/CLARK
 DL0496  USGS QUAD   -  GURDON (1970)
 DL0496
 DL0496                         *CURRENT SURVEY CONTROL
 DL0496  ___________________________________________________________________
 DL0496* NAD 83(1986)-  33 52 32.     (N)    093 14 51.     (W)     SCALED    
 DL0496* NAVD 88     -        61.698  (meters)     202.42   (feet)  ADJUSTED  
 DL0496  ___________________________________________________________________
 DL0496  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DL0496  DYNAMIC HT  -          61.635 (meters)     202.21  (feet)  COMP
 DL0496  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 DL0496
 DL0496  VERT ORDER  -  SECOND    CLASS 0
 DL0496
 DL0496.The horizontal coordinates were scaled from a topographic map and have
 DL0496.an estimated accuracy of +/- 6 seconds.
 DL0496
 DL0496.The orthometric height was determined by differential leveling
 DL0496.and adjusted by the National Geodetic Survey in June 1991..
 DL0496
 DL0496.The geoid height was determined by GEOID03.
 DL0496
 DL0496.The dynamic height is computed by dividing the NAVD 88
 DL0496.geopotential number by the normal gravity value computed on the
 DL0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0496.degrees latitude (g = 980.6199 gals.).
 DL0496
 DL0496.The modeled gravity was interpolated from observed gravity values.
 DL0496
 DL0496;                    North         East    Units  Estimated Accuracy
 DL0496;SPC AR S     -   534,780.      284,590.      MT  (+/- 180 meters Scaled)
 DL0496
 DL0496                          SUPERSEDED SURVEY CONTROL
 DL0496
 DL0496  NGVD 29 (??/??/92)   61.696  (m)          202.41   (f) ADJ UNCH    2 0
 DL0496
 DL0496.Superseded values are not recommended for survey control.
 DL0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0496.See file dsdata.txt to determine how the superseded data were derived.
 DL0496
 DL0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT771483(NAD 83)
 DL0496_MARKER: DB = BENCH MARK DISK
 DL0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0496_SP_SET: CULVERT
 DL0496_STAMPING: T-64 1935
 DL0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0496
 DL0496  HISTORY     - Date     Condition        Report By
 DL0496  HISTORY     - 1935     MONUMENTED       CGS
 DL0496  HISTORY     - 1963     GOOD             NGS
 DL0496
 DL0496                          STATION DESCRIPTION
 DL0496
 DL0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0496'2.7 MI SW FROM BEIRNE.
 DL0496'2.7 MILES SOUTHWEST OF, ALONG M.P.R.R. FROM STATION.  BRONZE TABLET
 DL0496'SET IN SOUTHEAST HEADWALL OF STATE HWY. 51 CULVERT.  AT TWIN HIGHWAY
 DL0496'CULVERTS ON CURVE WHERE ST. HWY. 51 TURNS WEST AWAY FROM RAILROAD. 95
 DL0496'FEET NORTHWEST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.  71 FEET
 DL0496'WEST OF M.P. 432-30.  46 FEET NORTHWEST OF R/W FENCE.  11 FEET
 DL0496'SOUTHEAST OF CENTERLINE OF ST. HWY. 51.  NOTE-- THE ROAD PAST THE MARK
 DL0496'IS NO LONGER DESIGNATED AS ST. HWY 51.
 DL0496
 DL0496                          STATION RECOVERY (1963)
 DL0496
 DL0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1147 ***********************************************************************
 DK1147  DESIGNATION -  T 65
 DK1147  PID         -  DK1147
 DK1147  STATE/COUNTY-  AR/CHICOT
 DK1147  USGS QUAD   -  READLAND (1970)
 DK1147
 DK1147                         *CURRENT SURVEY CONTROL
 DK1147  ___________________________________________________________________
 DK1147* NAD 83(1986)-  33 03 57.     (N)    091 10 15.     (W)     SCALED    
 DK1147* NAVD 88     -        35.928  (meters)     117.87   (feet)  ADJUSTED  
 DK1147  ___________________________________________________________________
 DK1147  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK1147  DYNAMIC HT  -          35.889 (meters)     117.75  (feet)  COMP
 DK1147  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DK1147
 DK1147  VERT ORDER  -  SECOND    CLASS 0
 DK1147
 DK1147.The horizontal coordinates were scaled from a topographic map and have
 DK1147.an estimated accuracy of +/- 6 seconds.
 DK1147
 DK1147.The orthometric height was determined by differential leveling
 DK1147.and adjusted by the National Geodetic Survey in June 1991..
 DK1147
 DK1147.The geoid height was determined by GEOID03.
 DK1147
 DK1147.The dynamic height is computed by dividing the NAVD 88
 DK1147.geopotential number by the normal gravity value computed on the
 DK1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1147.degrees latitude (g = 980.6199 gals.).
 DK1147
 DK1147.The modeled gravity was interpolated from observed gravity values.
 DK1147
 DK1147;                    North         East    Units  Estimated Accuracy
 DK1147;SPC AR S     -   444,590.      477,440.      MT  (+/- 180 meters Scaled)
 DK1147
 DK1147                          SUPERSEDED SURVEY CONTROL
 DK1147
 DK1147  NGVD 29 (??/??/??)   36.000  (m)          118.11   (f) ADJUSTED    2 0
 DK1147
 DK1147.Superseded values are not recommended for survey control.
 DK1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1147.See file dsdata.txt to determine how the superseded data were derived.
 DK1147
 DK1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS707600(NAD 83)
 DK1147_MARKER: DB = BENCH MARK DISK
 DK1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1147_STAMPING: T-65 1935
 DK1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1147+STABILITY: SURFACE MOTION
 DK1147
 DK1147  HISTORY     - Date     Condition        Report By
 DK1147  HISTORY     - 1935     MONUMENTED       CGS
 DK1147
 DK1147                          STATION DESCRIPTION
 DK1147
 DK1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1147'7.9 MI SE FROM EUDORA.
 DK1147'7.9 MILES SOUTHEAST OF, ALONG MISS. RIVER LEVEE, FROM CITY HALL ABOUT
 DK1147'.1 MILE NORTHEAST OF LARGE GREY FARM HOUSE OWNED BY C. LANDI.  220
 DK1147'FEET SOUTHWEST OF TOP OF LEVEE.  75 FEET SOUTHWEST OF TANK 8 FT. IN
 DK1147'DIAMETER, 18 FT. LONG.  28.7 FEET SOUTHWEST OF EAST FENCE CORNER.  18
 DK1147'FEET NORTHWEST OF CENTERLINE OF ROAD AT RIGHT ANGLE TO LEVEE.  1.3 FT.
 DK1147'SOUTHEAST OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0581 ***********************************************************************
 FG0581  DESIGNATION -  T 66
 FG0581  PID         -  FG0581
 FG0581  STATE/COUNTY-  AR/POPE
 FG0581  USGS QUAD   -  SMYRNA (1980)
 FG0581
 FG0581                         *CURRENT SURVEY CONTROL
 FG0581  ___________________________________________________________________
 FG0581* NAD 83(1986)-  35 37 31.     (N)    092 56 46.     (W)     SCALED    
 FG0581* NAVD 88     -       527.191  (meters)    1729.63   (feet)  ADJUSTED  
 FG0581  ___________________________________________________________________
 FG0581  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FG0581  DYNAMIC HT  -         526.683 (meters)    1727.96  (feet)  COMP
 FG0581  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 FG0581
 FG0581  VERT ORDER  -  SECOND    CLASS 0
 FG0581
 FG0581.The horizontal coordinates were scaled from a topographic map and have
 FG0581.an estimated accuracy of +/- 6 seconds.
 FG0581
 FG0581.The orthometric height was determined by differential leveling
 FG0581.and adjusted by the National Geodetic Survey in June 1991..
 FG0581
 FG0581.The geoid height was determined by GEOID03.
 FG0581
 FG0581.The dynamic height is computed by dividing the NAVD 88
 FG0581.geopotential number by the normal gravity value computed on the
 FG0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0581.degrees latitude (g = 980.6199 gals.).
 FG0581
 FG0581.The modeled gravity was interpolated from observed gravity values.
 FG0581
 FG0581;                    North         East    Units  Estimated Accuracy
 FG0581;SPC AR N     -   143,740.      314,300.      MT  (+/- 180 meters Scaled)
 FG0581
 FG0581                          SUPERSEDED SURVEY CONTROL
 FG0581
 FG0581  NGVD 29 (??/??/92)  527.124  (m)         1729.41   (f) ADJ UNCH    2 0
 FG0581
 FG0581.Superseded values are not recommended for survey control.
 FG0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0581.See file dsdata.txt to determine how the superseded data were derived.
 FG0581
 FG0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV048423(NAD 83)
 FG0581_MARKER: DB = BENCH MARK DISK
 FG0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0581_STAMPING: T 66 1935
 FG0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0581+STABILITY: SURFACE MOTION
 FG0581
 FG0581  HISTORY     - Date     Condition        Report By
 FG0581  HISTORY     - 1935     MONUMENTED       CGS
 FG0581  HISTORY     - 1935     GOOD             NGS
 FG0581
 FG0581                          STATION DESCRIPTION
 FG0581
 FG0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0581'3.5 MI N FROM SOLO.
 FG0581'3.5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE E. A. UNDERHILL
 FG0581'RESIDENCE AT SOLO, POPE COUNTY, AT THE JUNCTION OF THE SMYRNA ROAD, 34
 FG0581'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET NORTHWEST OF THE
 FG0581'CENTERLINE OF THE SMYRNA ROAD, 12 FEET NORTHEAST OF A POLE, AND 2 1/2
 FG0581'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 66 1935 AND
 FG0581'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0464 ***********************************************************************
 FG0464  DESIGNATION -  T 67
 FG0464  PID         -  FG0464
 FG0464  STATE/COUNTY-  AR/CONWAY
 FG0464  USGS QUAD   -  CLEVELAND (1990)
 FG0464
 FG0464                         *CURRENT SURVEY CONTROL
 FG0464  ___________________________________________________________________
 FG0464* NAD 83(1986)-  35 26 02.     (N)    092 44 52.     (W)     SCALED    
 FG0464* NAVD 88     -       203.193  (meters)     666.64   (feet)  ADJUSTED  
 FG0464  ___________________________________________________________________
 FG0464  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FG0464  DYNAMIC HT  -         203.000 (meters)     666.01  (feet)  COMP
 FG0464  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FG0464
 FG0464  VERT ORDER  -  SECOND    CLASS 0
 FG0464
 FG0464.The horizontal coordinates were scaled from a topographic map and have
 FG0464.an estimated accuracy of +/- 6 seconds.
 FG0464
 FG0464.The orthometric height was determined by differential leveling
 FG0464.and adjusted by the National Geodetic Survey in June 1991..
 FG0464
 FG0464.The geoid height was determined by GEOID03.
 FG0464
 FG0464.The dynamic height is computed by dividing the NAVD 88
 FG0464.geopotential number by the normal gravity value computed on the
 FG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0464.degrees latitude (g = 980.6199 gals.).
 FG0464
 FG0464.The modeled gravity was interpolated from observed gravity values.
 FG0464
 FG0464;                    North         East    Units  Estimated Accuracy
 FG0464;SPC AR N     -   122,360.      332,100.      MT  (+/- 180 meters Scaled)
 FG0464
 FG0464                          SUPERSEDED SURVEY CONTROL
 FG0464
 FG0464  NGVD 29 (??/??/92)  203.179  (m)          666.60   (f) ADJ UNCH    2 0
 FG0464
 FG0464.Superseded values are not recommended for survey control.
 FG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0464.See file dsdata.txt to determine how the superseded data were derived.
 FG0464
 FG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV228211(NAD 83)
 FG0464_MARKER: DB = BENCH MARK DISK
 FG0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0464_STAMPING: T 67 1935
 FG0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0464+STABILITY: SURFACE MOTION
 FG0464
 FG0464  HISTORY     - Date     Condition        Report By
 FG0464  HISTORY     - 1935     MONUMENTED       CGS
 FG0464
 FG0464                          STATION DESCRIPTION
 FG0464
 FG0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0464'0.9 MI N FROM CLEVELAND.
 FG0464'0.9 MILE NORTH ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 FG0464'CLEVELAND, CONWAY COUNTY, 2.7 MILES WEST ALONG THE JERUSALEM ROAD, 280
 FG0464'FEET NORTHEAST OF THE C. F. BRADLEY FARMHOUSE, 21 FEET SOUTHEAST OF
 FG0464'THE CENTERLINE OF THE ROAD, 12 FEET NORTHEAST OF A WEST FENCE CORNER,
 FG0464'8 1/2 FEET WEST OF A BLAZED 12-INCH PINE TREE, AND 1 1/2 FEET
 FG0464'NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED T 67 1935 AND SET IN
 FG0464'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0187 ***********************************************************************
 FG0187  DESIGNATION -  T 68
 FG0187  PID         -  FG0187
 FG0187  STATE/COUNTY-  AR/CLEBURNE
 FG0187  USGS QUAD   -  QUITMAN (1991)
 FG0187
 FG0187                         *CURRENT SURVEY CONTROL
 FG0187  ___________________________________________________________________
 FG0187* NAD 83(1986)-  35 23 02.     (N)    092 12 52.     (W)     SCALED    
 FG0187* NAVD 88     -       177.397  (meters)     582.01   (feet)  ADJUSTED  
 FG0187  ___________________________________________________________________
 FG0187  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FG0187  DYNAMIC HT  -         177.234 (meters)     581.48  (feet)  COMP
 FG0187  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 FG0187
 FG0187  VERT ORDER  -  SECOND    CLASS 0
 FG0187
 FG0187.The horizontal coordinates were scaled from a topographic map and have
 FG0187.an estimated accuracy of +/- 6 seconds.
 FG0187
 FG0187.The orthometric height was determined by differential leveling
 FG0187.and adjusted by the National Geodetic Survey in June 1991..
 FG0187
 FG0187.The geoid height was determined by GEOID03.
 FG0187
 FG0187.The dynamic height is computed by dividing the NAVD 88
 FG0187.geopotential number by the normal gravity value computed on the
 FG0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0187.degrees latitude (g = 980.6199 gals.).
 FG0187
 FG0187.The modeled gravity was interpolated from observed gravity values.
 FG0187
 FG0187;                    North         East    Units  Estimated Accuracy
 FG0187;SPC AR N     -   116,570.      380,520.      MT  (+/- 180 meters Scaled)
 FG0187
 FG0187                          SUPERSEDED SURVEY CONTROL
 FG0187
 FG0187  NGVD 29 (??/??/92)  177.354  (m)          581.87   (f) ADJ UNCH    2 0
 FG0187
 FG0187.Superseded values are not recommended for survey control.
 FG0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0187.See file dsdata.txt to determine how the superseded data were derived.
 FG0187
 FG0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV713158(NAD 83)
 FG0187_MARKER: DB = BENCH MARK DISK
 FG0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0187_SP_SET: CULVERT
 FG0187_STAMPING: T 68 1934
 FG0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0187
 FG0187  HISTORY     - Date     Condition        Report By
 FG0187  HISTORY     - 1934     MONUMENTED       CGS
 FG0187  HISTORY     - 1962     GOOD             NGS
 FG0187  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FG0187
 FG0187                          STATION DESCRIPTION
 FG0187
 FG0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0187'0.15 MI E FROM QUITMAN.
 FG0187'AT QUITMAN, ON STATE HIGHWAY 25, 175 FEET EAST OF THE SOUTHEAST CORNER
 FG0187'OF A STANDARD OIL CO. SERVICE STATION, AT THE CONCRETE BRIDGE OVER
 FG0187'MILL CREEK, IN THE TOP OF THE SOUTH WING WALL OF THE WEST ABUTMENT,
 FG0187'14.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 FEET SOUTH
 FG0187'OF THE WEST END OF THE CONCRETE BANISTER.  A STANDARD DISK, STAMPED T
 FG0187'68 1934.
 FG0187
 FG0187                          STATION RECOVERY (1988)
 FG0187
 FG0187'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0043 ***********************************************************************
 FG0043  DESIGNATION -  T 7
 FG0043  PID         -  FG0043
 FG0043  STATE/COUNTY-  AR/CLEBURNE
 FG0043  USGS QUAD   -  GREERS FERRY (1981)
 FG0043
 FG0043                         *CURRENT SURVEY CONTROL
 FG0043  ___________________________________________________________________
 FG0043* NAD 83(1986)-  35 30 48.     (N)    092 07 42.     (W)     SCALED    
 FG0043* NAVD 88     -       117.674  (meters)     386.07   (feet)  ADJUSTED  
 FG0043  ___________________________________________________________________
 FG0043  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FG0043  DYNAMIC HT  -         117.569 (meters)     385.72  (feet)  COMP
 FG0043  MODELED GRAV-     979,736.6   (mgal)                       NAVD 88
 FG0043
 FG0043  VERT ORDER  -  FIRST     CLASS II
 FG0043
 FG0043.The horizontal coordinates were scaled from a topographic map and have
 FG0043.an estimated accuracy of +/- 6 seconds.
 FG0043
 FG0043.The orthometric height was determined by differential leveling
 FG0043.and adjusted by the National Geodetic Survey in June 1991..
 FG0043
 FG0043.The geoid height was determined by GEOID03.
 FG0043
 FG0043.The dynamic height is computed by dividing the NAVD 88
 FG0043.geopotential number by the normal gravity value computed on the
 FG0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0043.degrees latitude (g = 980.6199 gals.).
 FG0043
 FG0043.The modeled gravity was interpolated from observed gravity values.
 FG0043
 FG0043;                    North         East    Units  Estimated Accuracy
 FG0043;SPC AR N     -   130,920.      388,360.      MT  (+/- 180 meters Scaled)
 FG0043
 FG0043                          SUPERSEDED SURVEY CONTROL
 FG0043
 FG0043  NGVD 29 (??/??/92)  117.593  (m)          385.80   (f) ADJ UNCH    1 2
 FG0043
 FG0043.Superseded values are not recommended for survey control.
 FG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0043.See file dsdata.txt to determine how the superseded data were derived.
 FG0043
 FG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV790303(NAD 83)
 FG0043_MARKER: DB = BENCH MARK DISK
 FG0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0043+STABILITY: SURFACE MOTION
 FG0043
 FG0043  HISTORY     - Date     Condition        Report By
 FG0043  HISTORY     - UNK      MONUMENTED       CGS
 FG0043  HISTORY     - 1931     GOOD             NGS
 FG0043  HISTORY     - 1935     GOOD             NGS
 FG0043
 FG0043                          STATION DESCRIPTION
 FG0043
 FG0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FG0043'IN MILLER.
 FG0043'LOCATED ON THE RIGHT OF WAY OF THE MISSOURI AND NORTH ARKANSAS R.R. 17
 FG0043'FT. SOUTH OF MILE POST 237, AND 30 FT. EAST OF CENTER LINE OF TRACKS.
 FG0043
 FG0043                          STATION RECOVERY (1935)
 FG0043
 FG0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0017 ***********************************************************************
 EJ0017  DESIGNATION -  T 70
 EJ0017  PID         -  EJ0017
 EJ0017  STATE/COUNTY-  AR/PULASKI
 EJ0017  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0017
 EJ0017                         *CURRENT SURVEY CONTROL
 EJ0017  ___________________________________________________________________
 EJ0017* NAD 83(1986)-  34 45 54.     (N)    092 16 04.     (W)     SCALED    
 EJ0017* NAVD 88     -        78.536  (meters)     257.66   (feet)  ADJUSTED  
 EJ0017  ___________________________________________________________________
 EJ0017  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EJ0017  DYNAMIC HT  -          78.464 (meters)     257.43  (feet)  COMP
 EJ0017  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 EJ0017
 EJ0017  VERT ORDER  -  SECOND    CLASS 0
 EJ0017
 EJ0017.The horizontal coordinates were scaled from a topographic map and have
 EJ0017.an estimated accuracy of +/- 6 seconds.
 EJ0017
 EJ0017.The orthometric height was determined by differential leveling
 EJ0017.and adjusted by the National Geodetic Survey in June 1991..
 EJ0017
 EJ0017.The geoid height was determined by GEOID03.
 EJ0017
 EJ0017.The dynamic height is computed by dividing the NAVD 88
 EJ0017.geopotential number by the normal gravity value computed on the
 EJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0017.degrees latitude (g = 980.6199 gals.).
 EJ0017
 EJ0017.The modeled gravity was interpolated from observed gravity values.
 EJ0017
 EJ0017;                    North         East    Units  Estimated Accuracy
 EJ0017;SPC AR S     -   632,770.      375,490.      MT  (+/- 180 meters Scaled)
 EJ0017
 EJ0017                          SUPERSEDED SURVEY CONTROL
 EJ0017
 EJ0017  NGVD 29 (??/??/92)   78.591  (m)          257.84   (f) ADJ UNCH    2 0
 EJ0017
 EJ0017.Superseded values are not recommended for survey control.
 EJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0017.See file dsdata.txt to determine how the superseded data were derived.
 EJ0017
 EJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU670472(NAD 83)
 EJ0017_MARKER: DB = BENCH MARK DISK
 EJ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0017_STAMPING: T 70 1934
 EJ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0017+STABILITY: SURFACE MOTION
 EJ0017
 EJ0017  HISTORY     - Date     Condition        Report By
 EJ0017  HISTORY     - 1934     MONUMENTED       CGS
 EJ0017  HISTORY     - 1935     MARK NOT FOUND   NGS
 EJ0017  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0017  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0017
 EJ0017                          STATION DESCRIPTION
 EJ0017
 EJ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0017'IN NORTH LITTLE ROCK.
 EJ0017'AT NORTH LITTLE ROCK, PULASKI COUNTY, 67 FEET NORTH OF THE NORTHEAST
 EJ0017'CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, 250 FEET EAST OF A
 EJ0017'WYE, 140 FEET WEST OF THE CENTERLINE OF THE EAST TRACK OF THE WYE, 130
 EJ0017'FEET EAST OF THE CENTERLINE OF THE WEST TRACK, 23 FEET SOUTHEAST OF
 EJ0017'THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT, IN A
 EJ0017'TRIANGULAR PARK, AND 6 FEET NORTH OF THE SOUTH END OF THE LAWN.  A
 EJ0017'STANDARD DISK, STAMPED T 70 1934 AND SET IN THE TOP OF A CONCRETE
 EJ0017'POST.
 EJ0017
 EJ0017                          STATION RECOVERY (1960)
 EJ0017
 EJ0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0017'MARK NOT FOUND.
 EJ0017
 EJ0017                          STATION RECOVERY (1984)
 EJ0017
 EJ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0017'SEARCHED FOR, NOT RECOVERED.  ALL THE MEASUREMENTS ARE GONE AND THE
 EJ0017'TRACKS HAVE BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0763 ***********************************************************************
 EJ0763  DESIGNATION -  T 71
 EJ0763  PID         -  EJ0763
 EJ0763  STATE/COUNTY-  AR/PERRY
 EJ0763  USGS QUAD   -  FOURCHE (1984)
 EJ0763
 EJ0763                         *CURRENT SURVEY CONTROL
 EJ0763  ___________________________________________________________________
 EJ0763* NAD 83(1986)-  34 57 24.     (N)    092 33 56.     (W)     SCALED    
 EJ0763* NAVD 88     -        87.399  (meters)     286.74   (feet)  ADJUSTED  
 EJ0763  ___________________________________________________________________
 EJ0763  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 EJ0763  DYNAMIC HT  -          87.316 (meters)     286.47  (feet)  COMP
 EJ0763  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 EJ0763
 EJ0763  VERT ORDER  -  SECOND    CLASS 0
 EJ0763
 EJ0763.The horizontal coordinates were scaled from a topographic map and have
 EJ0763.an estimated accuracy of +/- 6 seconds.
 EJ0763
 EJ0763.The orthometric height was determined by differential leveling
 EJ0763.and adjusted by the National Geodetic Survey in June 1991..
 EJ0763
 EJ0763.The geoid height was determined by GEOID03.
 EJ0763
 EJ0763.The dynamic height is computed by dividing the NAVD 88
 EJ0763.geopotential number by the normal gravity value computed on the
 EJ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0763.degrees latitude (g = 980.6199 gals.).
 EJ0763
 EJ0763.The modeled gravity was interpolated from observed gravity values.
 EJ0763
 EJ0763;                    North         East    Units  Estimated Accuracy
 EJ0763;SPC AR N     -    69,300.      348,350.      MT  (+/- 180 meters Scaled)
 EJ0763
 EJ0763                          SUPERSEDED SURVEY CONTROL
 EJ0763
 EJ0763  NGVD 29 (??/??/92)   87.433  (m)          286.85   (f) ADJ UNCH    2 0
 EJ0763
 EJ0763.Superseded values are not recommended for survey control.
 EJ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0763.See file dsdata.txt to determine how the superseded data were derived.
 EJ0763
 EJ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU396683(NAD 83)
 EJ0763_MARKER: DB = BENCH MARK DISK
 EJ0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0763_STAMPING: T 71 1934
 EJ0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0763+STABILITY: SURFACE MOTION
 EJ0763
 EJ0763  HISTORY     - Date     Condition        Report By
 EJ0763  HISTORY     - 1934     MONUMENTED       CGS
 EJ0763  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0763
 EJ0763                          STATION DESCRIPTION
 EJ0763
 EJ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0763'5.4 MI E FROM BIGELOW.
 EJ0763'5.4 MILES EAST OF, ALONG C.R.I. AND P.RY. FROM STATION POST SET IN
 EJ0763'NORTHWEST CORNER OF R.R.SECTION YARD AT LEDWIDGE SIDING.  98.5 FEET
 EJ0763'SOUTHWEST OF SOUTHWEST CORNER OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.
 EJ0763'WAITING ROOM.  36.2 FEET SOUTH OF CENTERLINE OF C.R.I. AND P.RY. MAIN
 EJ0763'TRACK.  12.4 FEET NORTH OF NORTHWEST CORNER OF RAILROAD SECTION HOUSE
 EJ0763'OCCUPIED BY RAILROAD WATCHMAN.  11.8 FEET SOUTHEAST OF NORTHWEST
 EJ0763'CORNER OF YARD FENCE.  2 FEET SOUTH OF FENCE PARALLELING RAILROAD.
 EJ0763'TABLET SET IN PRECAST CONCRETE POST.
 EJ0763
 EJ0763                          STATION RECOVERY (1960)
 EJ0763
 EJ0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0255 ***********************************************************************
 EJ0255  DESIGNATION -  T 72
 EJ0255  PID         -  EJ0255
 EJ0255  STATE/COUNTY-  AR/PULASKI
 EJ0255  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0255
 EJ0255                         *CURRENT SURVEY CONTROL
 EJ0255  ___________________________________________________________________
 EJ0255* NAD 83(1986)-  34 48 46.     (N)    092 25 42.     (W)     SCALED    
 EJ0255* NAVD 88     -        80.891  (meters)     265.39   (feet)  ADJUSTED  
 EJ0255  ___________________________________________________________________
 EJ0255  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EJ0255  DYNAMIC HT  -          80.816 (meters)     265.14  (feet)  COMP
 EJ0255  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 EJ0255
 EJ0255  VERT ORDER  -  SECOND    CLASS 0
 EJ0255
 EJ0255.The horizontal coordinates were scaled from a topographic map and have
 EJ0255.an estimated accuracy of +/- 6 seconds.
 EJ0255
 EJ0255.The orthometric height was determined by differential leveling
 EJ0255.and adjusted by the National Geodetic Survey in June 1991..
 EJ0255
 EJ0255.The geoid height was determined by GEOID03.
 EJ0255
 EJ0255.The dynamic height is computed by dividing the NAVD 88
 EJ0255.geopotential number by the normal gravity value computed on the
 EJ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0255.degrees latitude (g = 980.6199 gals.).
 EJ0255
 EJ0255.The modeled gravity was interpolated from observed gravity values.
 EJ0255
 EJ0255;                    North         East    Units  Estimated Accuracy
 EJ0255;SPC AR S     -   638,120.      360,810.      MT  (+/- 180 meters Scaled)
 EJ0255
 EJ0255                          SUPERSEDED SURVEY CONTROL
 EJ0255
 EJ0255  NGVD 29 (??/??/92)   80.935  (m)          265.53   (f) ADJ UNCH    2 0
 EJ0255
 EJ0255.Superseded values are not recommended for survey control.
 EJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0255.See file dsdata.txt to determine how the superseded data were derived.
 EJ0255
 EJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU522524(NAD 83)
 EJ0255_MARKER: DB = BENCH MARK DISK
 EJ0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0255_SP_SET: HEADWALL
 EJ0255_STAMPING: T-72 1934
 EJ0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0255
 EJ0255  HISTORY     - Date     Condition        Report By
 EJ0255  HISTORY     - 1934     MONUMENTED       CGS
 EJ0255  HISTORY     - 19890120 MARK NOT FOUND   USPSQD
 EJ0255
 EJ0255                          STATION DESCRIPTION
 EJ0255
 EJ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0255'3.5 MI E FROM PINNACLE.
 EJ0255'3.5 MILES EAST OF, ALONG C.R.I. AND P.RY. FROM STATION STANDARD BRONZE
 EJ0255'TABLET SET HORIZONTALLY ON CENTER OF SOUTH CONCRETE HEADWALL TO
 EJ0255'RAILROAD CULVERT.  ABOUT 110 FEET WEST OF TELEPHONE POLE MARKED
 EJ0255'149+15.  11.2 FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EJ0255'PACIFIC R.R.  2.1 FEET WEST OF EAST TOP OF SLOPE OF ABUTMENT.  2 FEET
 EJ0255'EAST OF WEST TOP OF SLOPE OF ABUTMENT.  0.9 FEET NORTH OF SOUTH END OF
 EJ0255'ABUTMENT.
 EJ0255
 EJ0255                          STATION RECOVERY (1989)
 EJ0255
 EJ0255'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0853 ***********************************************************************
 EJ0853  DESIGNATION -  T 73
 EJ0853  PID         -  EJ0853
 EJ0853  STATE/COUNTY-  AR/SALINE
 EJ0853  USGS QUAD   -  FOURCHE SW (1984)
 EJ0853
 EJ0853                         *CURRENT SURVEY CONTROL
 EJ0853  ___________________________________________________________________
 EJ0853* NAD 83(1986)-  34 46 11.     (N)    092 43 59.     (W)     SCALED    
 EJ0853* NAVD 88     -       148.696  (meters)     487.85   (feet)  ADJUSTED  
 EJ0853  ___________________________________________________________________
 EJ0853  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ0853  DYNAMIC HT  -         148.553 (meters)     487.38  (feet)  COMP
 EJ0853  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 EJ0853
 EJ0853  VERT ORDER  -  SECOND    CLASS 0
 EJ0853
 EJ0853.The horizontal coordinates were scaled from a topographic map and have
 EJ0853.an estimated accuracy of +/- 6 seconds.
 EJ0853
 EJ0853.The orthometric height was determined by differential leveling
 EJ0853.and adjusted by the National Geodetic Survey in June 1991..
 EJ0853
 EJ0853.The geoid height was determined by GEOID03.
 EJ0853
 EJ0853.The dynamic height is computed by dividing the NAVD 88
 EJ0853.geopotential number by the normal gravity value computed on the
 EJ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0853.degrees latitude (g = 980.6199 gals.).
 EJ0853
 EJ0853.The modeled gravity was interpolated from observed gravity values.
 EJ0853
 EJ0853;                    North         East    Units  Estimated Accuracy
 EJ0853;SPC AR S     -   633,500.      332,890.      MT  (+/- 180 meters Scaled)
 EJ0853
 EJ0853                          SUPERSEDED SURVEY CONTROL
 EJ0853
 EJ0853  NGVD 29 (??/??/92)  148.710  (m)          487.89   (f) ADJ UNCH    2 0
 EJ0853
 EJ0853.Superseded values are not recommended for survey control.
 EJ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0853.See file dsdata.txt to determine how the superseded data were derived.
 EJ0853
 EJ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU244475(NAD 83)
 EJ0853_MARKER: DB = BENCH MARK DISK
 EJ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0853_STAMPING: T 73 1935
 EJ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0853+STABILITY: SURFACE MOTION
 EJ0853
 EJ0853  HISTORY     - Date     Condition        Report By
 EJ0853  HISTORY     - 1935     MONUMENTED       CGS
 EJ0853  HISTORY     - 1941     GOOD             NGS
 EJ0853
 EJ0853                          STATION DESCRIPTION
 EJ0853
 EJ0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EJ0853'1.8 MI E FROM PARON.
 EJ0853'1.8 MILES EAST ALONG TWELFTH STREET PIKE FROM THE SCHOOLHOUSE AT
 EJ0853'PARON, SALINE COUNTY, 125 FEET EAST OF THE J.L. TARVIN FARMHOUSE, 28
 EJ0853'FEET NORTH OF THE CENTERLINE OF THE ROAD, 17.2 FEET NORTHWEST OF A
 EJ0853'12-INCH OAK TREE, AND 1.5 FEET SOUTH OF A POINT 63.8 FEET WEST OF THE
 EJ0853'SOUTHEAST CORNER OF THE GARDEN FENCE.  A STANDARD DISK, STAMPED T 73
 EJ0853'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1247 ***********************************************************************
 FF1247  DESIGNATION -  T 74
 FF1247  PID         -  FF1247
 FF1247  STATE/COUNTY-  AR/JACKSON
 FF1247  USGS QUAD   -  TUPELO (1980)
 FF1247
 FF1247                         *CURRENT SURVEY CONTROL
 FF1247  ___________________________________________________________________
 FF1247* NAD 83(1986)-  35 28 58.     (N)    091 13 51.     (W)     SCALED    
 FF1247* NAVD 88     -        66.500  (meters)     218.18   (feet)  ADJUSTED  
 FF1247  ___________________________________________________________________
 FF1247  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF1247  DYNAMIC HT  -          66.442 (meters)     217.99  (feet)  COMP
 FF1247  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 FF1247
 FF1247  VERT ORDER  -  SECOND    CLASS 0
 FF1247
 FF1247.The horizontal coordinates were scaled from a topographic map and have
 FF1247.an estimated accuracy of +/- 6 seconds.
 FF1247
 FF1247.The orthometric height was determined by differential leveling
 FF1247.and adjusted by the National Geodetic Survey in June 1991..
 FF1247
 FF1247.The geoid height was determined by GEOID03.
 FF1247
 FF1247.The dynamic height is computed by dividing the NAVD 88
 FF1247.geopotential number by the normal gravity value computed on the
 FF1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1247.degrees latitude (g = 980.6199 gals.).
 FF1247
 FF1247.The modeled gravity was interpolated from observed gravity values.
 FF1247
 FF1247;                    North         East    Units  Estimated Accuracy
 FF1247;SPC AR N     -   127,790.      469,800.      MT  (+/- 180 meters Scaled)
 FF1247
 FF1247                          SUPERSEDED SURVEY CONTROL
 FF1247
 FF1247  NGVD 29 (??/??/??)   66.447  (m)          218.00   (f) ADJUSTED    2 0
 FF1247
 FF1247.Superseded values are not recommended for survey control.
 FF1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1247.See file dsdata.txt to determine how the superseded data were derived.
 FF1247
 FF1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV604280(NAD 83)
 FF1247_MARKER: DB = BENCH MARK DISK
 FF1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1247_STAMPING: T 74 1934
 FF1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1247+STABILITY: SURFACE MOTION
 FF1247
 FF1247  HISTORY     - Date     Condition        Report By
 FF1247  HISTORY     - 1934     MONUMENTED       CGS
 FF1247  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1247
 FF1247                          STATION DESCRIPTION
 FF1247
 FF1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1247'2.1 MI S FROM AUVERGNE.
 FF1247'2.1 MILES SOUTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1247'PACIFIC RAILROAD FROM THE STATION AT AUVERGNE, JACKSON COUNTY,
 FF1247'0.1 MILE NORTH OF A WOODEN BRIDGE OVER A SWAMP STREAM, 168 FEET
 FF1247'SOUTH OF THE CENTER OF A FARM-ROAD CROSSING, 66 FEET EAST OF
 FF1247'THE CENTERLINE OF THE TRACK, AND 15 FEET NORTH OF A LARGE LONE
 FF1247'OAK TREE STANDING AT THE EDGE OF A CYPRESS SWAMP.  A STANDARD
 FF1247'DISK, STAMPED T 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1247
 FF1247                          STATION RECOVERY (1964)
 FF1247
 FF1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0680 ***********************************************************************
 FF0680  DESIGNATION -  T 76
 FF0680  PID         -  FF0680
 FF0680  STATE/COUNTY-  AR/CROSS
 FF0680  USGS QUAD   -  CHERRY VALLEY WEST (1984)
 FF0680
 FF0680                         *CURRENT SURVEY CONTROL
 FF0680  ___________________________________________________________________
 FF0680* NAD 83(1986)-  35 24 14.     (N)    090 45 08.     (W)     SCALED    
 FF0680* NAVD 88     -        86.667  (meters)     284.34   (feet)  ADJUSTED  
 FF0680  ___________________________________________________________________
 FF0680  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF0680  DYNAMIC HT  -          86.590 (meters)     284.09  (feet)  COMP
 FF0680  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FF0680
 FF0680  VERT ORDER  -  FIRST     CLASS II
 FF0680
 FF0680.The horizontal coordinates were scaled from a topographic map and have
 FF0680.an estimated accuracy of +/- 6 seconds.
 FF0680
 FF0680.The orthometric height was determined by differential leveling
 FF0680.and adjusted by the National Geodetic Survey in June 1991..
 FF0680
 FF0680.The geoid height was determined by GEOID03.
 FF0680
 FF0680.The dynamic height is computed by dividing the NAVD 88
 FF0680.geopotential number by the normal gravity value computed on the
 FF0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0680.degrees latitude (g = 980.6199 gals.).
 FF0680
 FF0680.The modeled gravity was interpolated from observed gravity values.
 FF0680
 FF0680;                    North         East    Units  Estimated Accuracy
 FF0680;SPC AR N     -   119,490.      513,340.      MT  (+/- 180 meters Scaled)
 FF0680
 FF0680                          SUPERSEDED SURVEY CONTROL
 FF0680
 FF0680  NGVD 29 (??/??/??)   86.620  (m)          284.19   (f) ADJUSTED    1 2
 FF0680
 FF0680.Superseded values are not recommended for survey control.
 FF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0680.See file dsdata.txt to determine how the superseded data were derived.
 FF0680
 FF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV041201(NAD 83)
 FF0680_MARKER: DB = BENCH MARK DISK
 FF0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0680_STAMPING: T 76 1934
 FF0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0680+STABILITY: SURFACE MOTION
 FF0680
 FF0680  HISTORY     - Date     Condition        Report By
 FF0680  HISTORY     - 1934     MONUMENTED       CGS
 FF0680  HISTORY     - 1956     GOOD             CGS
 FF0680  HISTORY     - 20030507 MARK NOT FOUND   USACE
 FF0680
 FF0680                          STATION DESCRIPTION
 FF0680
 FF0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0680'AT CHERRY VALLEY.
 FF0680'AT CHERRY VALLEY, ALONG THE MISSOURI PACIFIC RAILROAD, 99 YARDS
 FF0680'NORTH-NORTHEAST AND ACROSS TRACK FROM THE NORTHEAST CORNER OF
 FF0680'THE STATION, 13 1/2 FEET EAST OF EAST RAIL, 26 1/2 FEET
 FF0680'WEST-NORTHWEST OF TELEPHONE POLE NO. 267/23, 29 1/2 FEET NORTH
 FF0680'OF A SWITCH STAND AT NORTH END OF A SIDING, 54 1/2 FEET
 FF0680'WEST-SOUTHWEST OF SOUTHWEST PORCH CORNER OF A STUCCO HOUSE, 182
 FF0680'FEET SOUTH-SOUTHEAST OF CENTER OF CROSSING OF TRACK AND A NARROW
 FF0680'GRADED ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0680'LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0680'FLUSH WITH GROUND.
 FF0680
 FF0680                          STATION RECOVERY (2003)
 FF0680
 FF0680'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1442 ***********************************************************************
 DK1442  DESIGNATION -  T 77
 DK1442  PID         -  DK1442
 DK1442  STATE/COUNTY-  AR/LINCOLN
 DK1442  USGS QUAD   -  RELFS BLUFF (1973)
 DK1442
 DK1442                         *CURRENT SURVEY CONTROL
 DK1442  ___________________________________________________________________
 DK1442* NAD 83(1986)-  33 49 03.     (N)    091 51 29.     (W)     SCALED    
 DK1442* NAVD 88     -        79.117  (meters)     259.57   (feet)  ADJUSTED  
 DK1442  ___________________________________________________________________
 DK1442  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 DK1442  DYNAMIC HT  -          79.037 (meters)     259.31  (feet)  COMP
 DK1442  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 DK1442
 DK1442  VERT ORDER  -  SECOND    CLASS 0
 DK1442
 DK1442.The horizontal coordinates were scaled from a topographic map and have
 DK1442.an estimated accuracy of +/- 6 seconds.
 DK1442
 DK1442.The orthometric height was determined by differential leveling
 DK1442.and adjusted by the National Geodetic Survey in June 1991..
 DK1442
 DK1442.The geoid height was determined by GEOID03.
 DK1442
 DK1442.The dynamic height is computed by dividing the NAVD 88
 DK1442.geopotential number by the normal gravity value computed on the
 DK1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1442.degrees latitude (g = 980.6199 gals.).
 DK1442
 DK1442.The modeled gravity was interpolated from observed gravity values.
 DK1442
 DK1442;                    North         East    Units  Estimated Accuracy
 DK1442;SPC AR S     -   527,650.      413,140.      MT  (+/- 180 meters Scaled)
 DK1442
 DK1442                          SUPERSEDED SURVEY CONTROL
 DK1442
 DK1442  NGVD 29 (??/??/??)   79.211  (m)          259.88   (f) ADJUSTED    2 0
 DK1442
 DK1442.Superseded values are not recommended for survey control.
 DK1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1442.See file dsdata.txt to determine how the superseded data were derived.
 DK1442
 DK1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT056425(NAD 83)
 DK1442_MARKER: DB = BENCH MARK DISK
 DK1442_SETTING: 0 = UNSPECIFIED SETTING
 DK1442_STAMPING: T-77 1935
 DK1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1442
 DK1442  HISTORY     - Date     Condition        Report By
 DK1442  HISTORY     - 1935     MONUMENTED       CGS
 DK1442  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK1442
 DK1442                          STATION DESCRIPTION
 DK1442
 DK1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1442'9.2 MI S FROM STAR CITY.
 DK1442'9.2 MILES SOUTH OF, ALONG ST.HWY.13 FROM RY. STATION ABOUT 480 FEET
 DK1442'NORTH OF THE CENTER OF A DRIVEWAY TO THE FARM HOME OF MR. FRED
 DK1442'CHESTIAN.  200 FEET SOUTHWEST OF SOUTHWEST CORNER OF A SMALL NEGRO
 DK1442'CABIN.  110 FEET SOUTHEAST OF A LARGE OAK TREE THAT LEANS SOUTH.  33
 DK1442'FEET EAST OF CENTER OF STATE HIGHWAY 13.  20 FEET NORTH OF NORTHWEST
 DK1442'CORNER OF A WIRE FENCE.
 DK1442
 DK1442                          STATION RECOVERY (1972)
 DK1442
 DK1442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0775 ***********************************************************************
 EJ0775  DESIGNATION -  T 78
 EJ0775  PID         -  EJ0775
 EJ0775  STATE/COUNTY-  AR/SALINE
 EJ0775  USGS QUAD   -  HASKELL (1984)
 EJ0775
 EJ0775                         *CURRENT SURVEY CONTROL
 EJ0775  ___________________________________________________________________
 EJ0775* NAD 83(1986)-  34 32 08.     (N)    092 41 21.     (W)     SCALED    
 EJ0775* NAVD 88     -       137.536  (meters)     451.23   (feet)  ADJUSTED  
 EJ0775  ___________________________________________________________________
 EJ0775  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EJ0775  DYNAMIC HT  -         137.406 (meters)     450.81  (feet)  COMP
 EJ0775  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 EJ0775
 EJ0775  VERT ORDER  -  SECOND    CLASS 0
 EJ0775
 EJ0775.The horizontal coordinates were scaled from a topographic map and have
 EJ0775.an estimated accuracy of +/- 6 seconds.
 EJ0775
 EJ0775.The orthometric height was determined by differential leveling
 EJ0775.and adjusted by the National Geodetic Survey in June 1991..
 EJ0775
 EJ0775.The geoid height was determined by GEOID03.
 EJ0775
 EJ0775.The dynamic height is computed by dividing the NAVD 88
 EJ0775.geopotential number by the normal gravity value computed on the
 EJ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0775.degrees latitude (g = 980.6199 gals.).
 EJ0775
 EJ0775.The modeled gravity was interpolated from observed gravity values.
 EJ0775
 EJ0775;                    North         East    Units  Estimated Accuracy
 EJ0775;SPC AR S     -   607,500.      336,740.      MT  (+/- 180 meters Scaled)
 EJ0775
 EJ0775                          SUPERSEDED SURVEY CONTROL
 EJ0775
 EJ0775  NGVD 29 (??/??/92)  137.556  (m)          451.30   (f) ADJ UNCH    2 0
 EJ0775
 EJ0775.Superseded values are not recommended for survey control.
 EJ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0775.See file dsdata.txt to determine how the superseded data were derived.
 EJ0775
 EJ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU285215(NAD 83)
 EJ0775_MARKER: DB = BENCH MARK DISK
 EJ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0775_STAMPING: T-78 1935
 EJ0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0775+STABILITY: SURFACE MOTION
 EJ0775
 EJ0775  HISTORY     - Date     Condition        Report By
 EJ0775  HISTORY     - 1935     MONUMENTED       CGS
 EJ0775  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0775  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0775
 EJ0775                          STATION DESCRIPTION
 EJ0775
 EJ0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0775'6.6 MI W FROM BENTON.
 EJ0775'6.6 MILES WEST OF, ALONG MISSOURI PACIFIC R.R.FROM STATION ABOUT 300
 EJ0775'FT. WEST OF TELEPHONE POLE 375-10.  73.5 FT. SOUTHWEST OF CENTERLINE
 EJ0775'OF RAILROAD CROSSING.  46.5 FT. SOUTH OF CENTERLINE OF MISSOURI
 EJ0775'PACIFIC R.R.  24.6 FT. WEST OF SOUTHEAST FENCE CORNER.  3.5 FT. NORTH
 EJ0775'OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0775
 EJ0775                          STATION RECOVERY (1974)
 EJ0775
 EJ0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0775'MARK NOT FOUND.
 EJ0775
 EJ0775                          STATION RECOVERY (1998)
 EJ0775
 EJ0775'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1298 ***********************************************************************
 EJ1298  DESIGNATION -  T 79
 EJ1298  PID         -  EJ1298
 EJ1298  STATE/COUNTY-  AR/GARLAND
 EJ1298  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1298
 EJ1298                         *CURRENT SURVEY CONTROL
 EJ1298  ___________________________________________________________________
 EJ1298* NAD 83(1986)-  34 30 26.     (N)    093 03 09.     (W)     SCALED    
 EJ1298* NAVD 88     -       178.753  (meters)     586.46   (feet)  ADJUSTED  
 EJ1298  ___________________________________________________________________
 EJ1298  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EJ1298  DYNAMIC HT  -         178.577 (meters)     585.88  (feet)  COMP
 EJ1298  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 EJ1298
 EJ1298  VERT ORDER  -  SECOND    CLASS 0
 EJ1298
 EJ1298.The horizontal coordinates were scaled from a topographic map and have
 EJ1298.an estimated accuracy of +/- 6 seconds.
 EJ1298
 EJ1298.The orthometric height was determined by differential leveling
 EJ1298.and adjusted by the National Geodetic Survey in June 1991..
 EJ1298
 EJ1298.The geoid height was determined by GEOID03.
 EJ1298
 EJ1298.The dynamic height is computed by dividing the NAVD 88
 EJ1298.geopotential number by the normal gravity value computed on the
 EJ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1298.degrees latitude (g = 980.6199 gals.).
 EJ1298
 EJ1298.The modeled gravity was interpolated from observed gravity values.
 EJ1298
 EJ1298;                    North         East    Units  Estimated Accuracy
 EJ1298;SPC AR S     -   604,640.      303,350.      MT  (+/- 180 meters Scaled)
 EJ1298
 EJ1298                          SUPERSEDED SURVEY CONTROL
 EJ1298
 EJ1298  NGVD 29 (??/??/92)  178.745  (m)          586.43   (f) ADJ UNCH    2 0
 EJ1298
 EJ1298.Superseded values are not recommended for survey control.
 EJ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1298.See file dsdata.txt to determine how the superseded data were derived.
 EJ1298
 EJ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU951183(NAD 83)
 EJ1298_MARKER: DB = BENCH MARK DISK
 EJ1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1298_SP_SET: BUILDING
 EJ1298_STAMPING: T-79 1935
 EJ1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1298+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 EJ1298
 EJ1298  HISTORY     - Date     Condition        Report By
 EJ1298  HISTORY     - 1935     MONUMENTED       CGS
 EJ1298  HISTORY     - 1960     GOOD             NGS
 EJ1298  HISTORY     - 20041007 GOOD             GEOCAC
 EJ1298
 EJ1298                          STATION DESCRIPTION
 EJ1298
 EJ1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1298'IN HOT SPRINGS.
 EJ1298'STANDARD TABLET SET VERTICALLY IN BRICK WALL ON NORTHEAST CORNER OF
 EJ1298'MISSOURI PACIFIC R.R.STATION.  24.1 FT. EAST OF EAST SIDE OF WHITE
 EJ1298'WAITING ROOM ENTRANCE DOOR ON NORTH SIDE OF STATION.  4.1 FT. ABOVE
 EJ1298'CONCRETE WALK.  2.7 FT. WEST OF NORTHEAST CORNER OF STATION.  1.6 FT.
 EJ1298'EAST OF EAST SIDE OF WINDOW.
 EJ1298
 EJ1298                          STATION RECOVERY (1960)
 EJ1298
 EJ1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EJ1298'RECOVERED IN GOOD CONDITION.
 EJ1298
 EJ1298                          STATION RECOVERY (2004)
 EJ1298
 EJ1298'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 EJ1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1358 ***********************************************************************
 FF1358  DESIGNATION -  T 8
 FF1358  PID         -  FF1358
 FF1358  STATE/COUNTY-  AR/WHITE
 FF1358  USGS QUAD   -  BALD KNOB (1994)
 FF1358
 FF1358                         *CURRENT SURVEY CONTROL
 FF1358  ___________________________________________________________________
 FF1358* NAD 83(1986)-  35 20 34.     (N)    091 31 45.     (W)     SCALED    
 FF1358* NAVD 88     -        67.742  (meters)     222.25   (feet)  ADJUSTED  
 FF1358  ___________________________________________________________________
 FF1358  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1358  DYNAMIC HT  -          67.682 (meters)     222.05  (feet)  COMP
 FF1358  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 FF1358
 FF1358  VERT ORDER  -  FIRST     CLASS II
 FF1358
 FF1358.The horizontal coordinates were scaled from a topographic map and have
 FF1358.an estimated accuracy of +/- 6 seconds.
 FF1358
 FF1358.The orthometric height was determined by differential leveling
 FF1358.and adjusted by the National Geodetic Survey in June 1991..
 FF1358
 FF1358.The geoid height was determined by GEOID03.
 FF1358
 FF1358.The dynamic height is computed by dividing the NAVD 88
 FF1358.geopotential number by the normal gravity value computed on the
 FF1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1358.degrees latitude (g = 980.6199 gals.).
 FF1358
 FF1358.The modeled gravity was interpolated from observed gravity values.
 FF1358
 FF1358;                    North         East    Units  Estimated Accuracy
 FF1358;SPC AR N     -   112,090.      442,800.      MT  (+/- 180 meters Scaled)
 FF1358
 FF1358                          SUPERSEDED SURVEY CONTROL
 FF1358
 FF1358  NGVD 29 (??/??/??)   67.694  (m)          222.09   (f) ADJUSTED    1 2
 FF1358
 FF1358.Superseded values are not recommended for survey control.
 FF1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1358.See file dsdata.txt to determine how the superseded data were derived.
 FF1358
 FF1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV336120(NAD 83)
 FF1358_MARKER: DB = BENCH MARK DISK
 FF1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1358_STAMPING: 222.093 T 8 1931
 FF1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1358+STABILITY: SURFACE MOTION
 FF1358
 FF1358  HISTORY     - Date     Condition        Report By
 FF1358  HISTORY     - 1931     MONUMENTED       CGS
 FF1358  HISTORY     - 1934     GOOD             CGS
 FF1358  HISTORY     - 20030728 POOR             USACE
 FF1358
 FF1358                          STATION DESCRIPTION
 FF1358
 FF1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1358'3.2 MI NE FROM BALD KNOB.
 FF1358'ABOUT 3.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1358'FROM BALD KNOB, WHITE COUNTY, ABOUT 575 FEET SOUTH OF MILEPOST
 FF1358'285, AT A FARM-ROAD CROSSING, 52 FEET NORTH OF THE CENTER LINE OF
 FF1358'THE ROAD, 34 FEET SOUTH OF POLE 285+04, AND 48 FEET EAST OF THE
 FF1358'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 222.093 T
 FF1358'8 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FF1358
 FF1358                          STATION RECOVERY (1934)
 FF1358
 FF1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1358'RECOVERED IN GOOD CONDITION.
 FF1358
 FF1358                          STATION RECOVERY (2003)
 FF1358
 FF1358'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1358'MARK FOUND LYING OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0541 ***********************************************************************
 EJ0541  DESIGNATION -  T 80 RESET
 EJ0541  PID         -  EJ0541
 EJ0541  STATE/COUNTY-  AR/JEFFERSON
 EJ0541  USGS QUAD   -  PINE BLUFF (1984)
 EJ0541
 EJ0541                         *CURRENT SURVEY CONTROL
 EJ0541  ___________________________________________________________________
 EJ0541* NAD 83(1986)-  34 13 40.     (N)    092 02 36.     (W)     SCALED    
 EJ0541* NAVD 88     -        71.15   (meters)     233.4    (feet)  RESET     
 EJ0541  ___________________________________________________________________
 EJ0541  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EJ0541
 EJ0541  VERT ORDER  -  THIRD
 EJ0541
 EJ0541.The horizontal coordinates were scaled from a topographic map and have
 EJ0541.an estimated accuracy of +/- 6 seconds.
 EJ0541
 EJ0541.The orthometric height was computed from unverified reset data.
 EJ0541
 EJ0541.The geoid height was determined by GEOID03.
 EJ0541
 EJ0541;                    North         East    Units  Estimated Accuracy
 EJ0541;SPC AR S     -   573,150.      396,010.      MT  (+/- 180 meters Scaled)
 EJ0541
 EJ0541                          SUPERSEDED SURVEY CONTROL
 EJ0541
 EJ0541.No superseded survey control is available for this station.
 EJ0541
 EJ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT881878(NAD 83)
 EJ0541_MARKER: DD = SURVEY DISK
 EJ0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0541_SP_SET: CULVERT
 EJ0541_STAMPING: T 80 1935 RESET 1968
 EJ0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0541
 EJ0541  HISTORY     - Date     Condition        Report By
 EJ0541  HISTORY     - 1968     MONUMENTED       ARGS
 EJ0541
 EJ0541                          STATION DESCRIPTION
 EJ0541
 EJ0541'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1968
 EJ0541'2.5 MI W FROM PINE BLUFF.
 EJ0541'LOCATED 2.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0541'STATION IN PINE BLUFF, JEFFERSON COUNTY, AT THE INTERSECTION OF U.S.
 EJ0541'HIGHWAY 65, ABOUT 125 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EJ0541'ELECTRICAL EQUIPMENT AND FOUNDRY CO. 43 FEET NORTH OF THE NORTH RAIL
 EJ0541'OF THE TRACKS, 40 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 EJ0541'THE HIGHWAY AND THE TRACKS, AND 21 FEET EAST OF THE CENTERLINE OF THE
 EJ0541'HIGHWAY.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE NORTH END
 EJ0541'OF THE EAST CONCRETE HEADWALL OF AN 8-FOOT BOX CULVERT, 1.5 FEET SOUTH
 EJ0541'OF THE NORTH END OF THE CULVERT.  IT IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0052 ***********************************************************************
 DL0052  DESIGNATION -  T 81
 DL0052  PID         -  DL0052
 DL0052  STATE/COUNTY-  AR/DALLAS
 DL0052  USGS QUAD   -  FORDYCE (1985)
 DL0052
 DL0052                         *CURRENT SURVEY CONTROL
 DL0052  ___________________________________________________________________
 DL0052* NAD 83(1986)-  33 48 48.     (N)    092 24 37.     (W)     SCALED    
 DL0052* NAVD 88     -        82.835  (meters)     271.77   (feet)  ADJUSTED  
 DL0052  ___________________________________________________________________
 DL0052  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0052  DYNAMIC HT  -          82.751 (meters)     271.49  (feet)  COMP
 DL0052  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 DL0052
 DL0052  VERT ORDER  -  SECOND    CLASS 0
 DL0052
 DL0052.The horizontal coordinates were scaled from a topographic map and have
 DL0052.an estimated accuracy of +/- 6 seconds.
 DL0052
 DL0052.The orthometric height was determined by differential leveling
 DL0052.and adjusted by the National Geodetic Survey in June 1991..
 DL0052
 DL0052.The geoid height was determined by GEOID03.
 DL0052
 DL0052.The dynamic height is computed by dividing the NAVD 88
 DL0052.geopotential number by the normal gravity value computed on the
 DL0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0052.degrees latitude (g = 980.6199 gals.).
 DL0052
 DL0052.The modeled gravity was interpolated from observed gravity values.
 DL0052
 DL0052;                    North         East    Units  Estimated Accuracy
 DL0052;SPC AR S     -   527,260.      362,020.      MT  (+/- 180 meters Scaled)
 DL0052
 DL0052                          SUPERSEDED SURVEY CONTROL
 DL0052
 DL0052  NGVD 29 (??/??/92)   82.886  (m)          271.94   (f) ADJ UNCH    2 0
 DL0052
 DL0052.Superseded values are not recommended for survey control.
 DL0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0052.See file dsdata.txt to determine how the superseded data were derived.
 DL0052
 DL0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT545416(NAD 83)
 DL0052_MARKER: DB = BENCH MARK DISK
 DL0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0052_SP_SET: BUILDING
 DL0052_STAMPING: T-81 1935
 DL0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0052+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 DL0052
 DL0052  HISTORY     - Date     Condition        Report By
 DL0052  HISTORY     - 1935     MONUMENTED       CGS
 DL0052  HISTORY     - 1964     GOOD             NGS
 DL0052  HISTORY     - 20060413 GOOD             ARHD
 DL0052
 DL0052                          STATION DESCRIPTION
 DL0052
 DL0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0052'IN FORDYCE.
 DL0052'TABLET SET VERTICALLY IN BRICK WALL ON NORTHEAST CORNER OF CHICAGO,
 DL0052'ROCK ISLAND AND PACIFIC RY. STATION.  46.7 FEET NORTH OF NORTH SIDE OF
 DL0052'TICKET OFFICE.  27.2 FEET WEST OF CENTERLINE OF C.R.I. AND P. RY. MAIN
 DL0052'TRACK.  4.2 FEET ABOVE GROUND.  3.2 FEET SOUTH OF NORTHEAST CORNER OF
 DL0052'STATION.
 DL0052
 DL0052                          STATION RECOVERY (1964)
 DL0052
 DL0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0052'RECOVERED IN GOOD CONDITION.
 DL0052
 DL0052                          STATION RECOVERY (2006)
 DL0052
 DL0052'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MSK)
 DL0052'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0068 ***********************************************************************
 DL0068  DESIGNATION -  T 83
 DL0068  PID         -  DL0068
 DL0068  STATE/COUNTY-  AR/BRADLEY
 DL0068  USGS QUAD   -  WARREN (1985)
 DL0068
 DL0068                         *CURRENT SURVEY CONTROL
 DL0068  ___________________________________________________________________
 DL0068* NAD 83(1986)-  33 36 55.     (N)    092 04 03.     (W)     SCALED    
 DL0068* NAVD 88     -        62.076  (meters)     203.66   (feet)  ADJUSTED  
 DL0068  ___________________________________________________________________
 DL0068  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL0068  DYNAMIC HT  -          62.012 (meters)     203.45  (feet)  COMP
 DL0068  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DL0068
 DL0068  VERT ORDER  -  SECOND    CLASS 0
 DL0068
 DL0068.The horizontal coordinates were scaled from a topographic map and have
 DL0068.an estimated accuracy of +/- 6 seconds.
 DL0068
 DL0068.The orthometric height was determined by differential leveling
 DL0068.and adjusted by the National Geodetic Survey in June 1991..
 DL0068
 DL0068.The geoid height was determined by GEOID03.
 DL0068
 DL0068.The dynamic height is computed by dividing the NAVD 88
 DL0068.geopotential number by the normal gravity value computed on the
 DL0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0068.degrees latitude (g = 980.6199 gals.).
 DL0068
 DL0068.The modeled gravity was interpolated from observed gravity values.
 DL0068
 DL0068;                    North         East    Units  Estimated Accuracy
 DL0068;SPC AR S     -   505,220.      393,740.      MT  (+/- 180 meters Scaled)
 DL0068
 DL0068                          SUPERSEDED SURVEY CONTROL
 DL0068
 DL0068  NGVD 29 (??/??/92)   62.16   (m)          203.9    (f) COMPUTED    2 0
 DL0068
 DL0068.Superseded values are not recommended for survey control.
 DL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0068.See file dsdata.txt to determine how the superseded data were derived.
 DL0068
 DL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT865198(NAD 83)
 DL0068_MARKER: DB = BENCH MARK DISK
 DL0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0068_STAMPING: T 83 1935
 DL0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0068+STABILITY: SURFACE MOTION
 DL0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0068+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 DL0068
 DL0068  HISTORY     - Date     Condition        Report By
 DL0068  HISTORY     - 1935     MONUMENTED       CGS
 DL0068  HISTORY     - 20051220 GOOD             ARHD
 DL0068
 DL0068                          STATION DESCRIPTION
 DL0068
 DL0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0068'IN WARREN.
 DL0068'AT WARREN, BRADLEY COUNTY, 61.3 FEET NORTHWEST OF THE NORTHEAST CORNER
 DL0068'OF THE WARREN AND OUACHITA VALLEY RAILWAY STATION, 25.9 FEET NORTH OF
 DL0068'THE CENTERLINE OF THE MAIN TRACK, 10 FEET NORTHWEST OF A SWITCH STAND,
 DL0068'6.8 FEET SOUTH OF THE NORTH EDGE OF THE SOUTH CURB OF A STREET
 DL0068'PARALLELING THE TRACK, 4.5 FEET SOUTH OF A POLE, AND LEVEL WITH THE
 DL0068'GROUND.  A STANDARD DISK, STAMPED T 83 1935 AND SET IN THE TOP OF A
 DL0068'CONCRETE POST.
 DL0068
 DL0068                          STATION RECOVERY (2005)
 DL0068
 DL0068'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0379 ***********************************************************************
 EJ0379  DESIGNATION -  T 84
 EJ0379  PID         -  EJ0379
 EJ0379  STATE/COUNTY-  AR/PULASKI
 EJ0379  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0379
 EJ0379                         *CURRENT SURVEY CONTROL
 EJ0379  ___________________________________________________________________
 EJ0379* NAD 83(1986)-  34 40 46.     (N)    092 15 53.     (W)     SCALED    
 EJ0379* NAVD 88     -        90.837  (meters)     298.02   (feet)  ADJUSTED  
 EJ0379  ___________________________________________________________________
 EJ0379  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EJ0379  DYNAMIC HT  -          90.752 (meters)     297.74  (feet)  COMP
 EJ0379  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 EJ0379
 EJ0379  VERT ORDER  -  SECOND    CLASS 0
 EJ0379
 EJ0379.The horizontal coordinates were scaled from a topographic map and have
 EJ0379.an estimated accuracy of +/- 6 seconds.
 EJ0379
 EJ0379.The orthometric height was determined by differential leveling
 EJ0379.and adjusted by the National Geodetic Survey in June 1991..
 EJ0379
 EJ0379.The geoid height was determined by GEOID03.
 EJ0379
 EJ0379.The dynamic height is computed by dividing the NAVD 88
 EJ0379.geopotential number by the normal gravity value computed on the
 EJ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0379.degrees latitude (g = 980.6199 gals.).
 EJ0379
 EJ0379.The modeled gravity was interpolated from observed gravity values.
 EJ0379
 EJ0379;                    North         East    Units  Estimated Accuracy
 EJ0379;SPC AR S     -   623,280.      375,740.      MT  (+/- 180 meters Scaled)
 EJ0379
 EJ0379                          SUPERSEDED SURVEY CONTROL
 EJ0379
 EJ0379  NGVD 29 (??/??/92)   90.890  (m)          298.19   (f) ADJ UNCH    2 0
 EJ0379
 EJ0379.Superseded values are not recommended for survey control.
 EJ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0379.See file dsdata.txt to determine how the superseded data were derived.
 EJ0379
 EJ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU673377(NAD 83)
 EJ0379_MARKER: DB = BENCH MARK DISK
 EJ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0379_STAMPING: T 84 1935
 EJ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0379+STABILITY: SURFACE MOTION
 EJ0379
 EJ0379  HISTORY     - Date     Condition        Report By
 EJ0379  HISTORY     - 1935     MONUMENTED       CGS
 EJ0379  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0379  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0379  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0379
 EJ0379                          STATION DESCRIPTION
 EJ0379
 EJ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0379'2.1 MI SW FROM SWEET HOME.
 EJ0379'2.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 EJ0379'RAILROAD STATION AT SWEET HOME, PULASKI COUNTY, 0.1 MILE WEST OF A
 EJ0379'CONCRETE BRIDGE, 0.1 MILE EAST OF E. W. DIXON RED-BRICK HOUSE IN 1935,
 EJ0379'AT THE TOP OF A HILL, 28 FEET SOUTH OF A 3 FOOT OAK TREE ON THE NORTH
 EJ0379'SIDE OF THE ROAD, AT A ROAD JUNCTION, 20 FEET WEST OF THE CENTERLINE
 EJ0379'OF THE DIRT ROAD LEADING NORTH, 18.5 FEET SOUTH OF THE CENTERLINE OF
 EJ0379'THE GRAVEL ROAD, AND 2.8 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A
 EJ0379'FENCE.  A STANDARD DISK, STAMPED T 84 1935 AND SET IN THE TOP OF A
 EJ0379'CONCRETE POST.  NOTE-- ROAD WIDENED.
 EJ0379
 EJ0379                          STATION RECOVERY (1984)
 EJ0379
 EJ0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0379'MARK NOT FOUND.
 EJ0379
 EJ0379                          STATION RECOVERY (1989)
 EJ0379
 EJ0379'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0888 ***********************************************************************
 FG0888  DESIGNATION -  T 85
 FG0888  PID         -  FG0888
 FG0888  STATE/COUNTY-  AR/POPE
 FG0888  USGS QUAD   -  TREAT (1980)
 FG0888
 FG0888                         *CURRENT SURVEY CONTROL
 FG0888  ___________________________________________________________________
 FG0888* NAD 83(1986)-  35 30 56.     (N)    093 10 59.     (W)     SCALED    
 FG0888* NAVD 88     -       152.746  (meters)     501.13   (feet)  ADJUSTED  
 FG0888  ___________________________________________________________________
 FG0888  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FG0888  DYNAMIC HT  -         152.601 (meters)     500.66  (feet)  COMP
 FG0888  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FG0888
 FG0888  VERT ORDER  -  SECOND    CLASS 0
 FG0888
 FG0888.The horizontal coordinates were scaled from a topographic map and have
 FG0888.an estimated accuracy of +/- 6 seconds.
 FG0888
 FG0888.The orthometric height was determined by differential leveling
 FG0888.and adjusted by the National Geodetic Survey in June 1991..
 FG0888
 FG0888.The geoid height was determined by GEOID03.
 FG0888
 FG0888.The dynamic height is computed by dividing the NAVD 88
 FG0888.geopotential number by the normal gravity value computed on the
 FG0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0888.degrees latitude (g = 980.6199 gals.).
 FG0888
 FG0888.The modeled gravity was interpolated from observed gravity values.
 FG0888
 FG0888;                    North         East    Units  Estimated Accuracy
 FG0888;SPC AR N     -   131,800.      292,690.      MT  (+/- 180 meters Scaled)
 FG0888
 FG0888                          SUPERSEDED SURVEY CONTROL
 FG0888
 FG0888  NGVD 29 (??/??/92)  152.696  (m)          500.97   (f) ADJ UNCH    2 0
 FG0888
 FG0888.Superseded values are not recommended for survey control.
 FG0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0888.See file dsdata.txt to determine how the superseded data were derived.
 FG0888
 FG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV834302(NAD 83)
 FG0888_MARKER: DB = BENCH MARK DISK
 FG0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0888_STAMPING: T 85 1935
 FG0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0888+STABILITY: SURFACE MOTION
 FG0888
 FG0888  HISTORY     - Date     Condition        Report By
 FG0888  HISTORY     - 1935     MONUMENTED       CGS
 FG0888  HISTORY     - 1935     GOOD             NGS
 FG0888  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0888
 FG0888                          STATION DESCRIPTION
 FG0888
 FG0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0888'8.8 MI E FROM HAGARVILLE.
 FG0888'LOCATED ABOUT 8.8 MILES EAST OF HAGARVILLE, ALONG HAGARVILLE-HOWARD
 FG0888'SCHOOL RD.  ABOUT 1.3 MILES WEST OF JUNCTION OF PILOT MT. RD. WITH
 FG0888'STATE HWY NO. 7.  ABOUT 500 FT. EAST OF JEFF COOPERS HOUSE.  ABOUT 300
 FG0888'FT. WEST OF CREEK.  ABOUT 250 FT. EAST OF HOWARD SCHOOL HOUSE. ABOUT
 FG0888'120 FT. WEST OF JUNCTION OF HAGARVILLE RD. WITH PILOT MT. RD. 32 FT.
 FG0888'NORTHWEST OF FENCE CORNER.  27 FT. NORTH OF CENTERLINE OF HAGARVILLE
 FG0888'RD.  18 FT. SOUTH OF CENTERLINE OF PILOT MT. RD.  STANDARD TABLET SET
 FG0888'IN CONCRETE POST.
 FG0888
 FG0888                          STATION RECOVERY (1976)
 FG0888
 FG0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0240 ***********************************************************************
 EK0240  DESIGNATION -  T 87
 EK0240  PID         -  EK0240
 EK0240  STATE/COUNTY-  AR/SEVIER
 EK0240  USGS QUAD   -  GILLHAM DAM (1964)
 EK0240
 EK0240                         *CURRENT SURVEY CONTROL
 EK0240  ___________________________________________________________________
 EK0240* NAD 83(1986)-  34 08 34.     (N)    094 14 01.     (W)     SCALED    
 EK0240* NAVD 88     -       125.372  (meters)     411.32   (feet)  ADJUSTED  
 EK0240  ___________________________________________________________________
 EK0240  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 EK0240  DYNAMIC HT  -         125.245 (meters)     410.91  (feet)  COMP
 EK0240  MODELED GRAV-     979,621.6   (mgal)                       NAVD 88
 EK0240
 EK0240  VERT ORDER  -  SECOND    CLASS 0
 EK0240
 EK0240.The horizontal coordinates were scaled from a topographic map and have
 EK0240.an estimated accuracy of +/- 6 seconds.
 EK0240
 EK0240.The orthometric height was determined by differential leveling
 EK0240.and adjusted by the National Geodetic Survey in June 1991..
 EK0240
 EK0240.The geoid height was determined by GEOID03.
 EK0240
 EK0240.The dynamic height is computed by dividing the NAVD 88
 EK0240.geopotential number by the normal gravity value computed on the
 EK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0240.degrees latitude (g = 980.6199 gals.).
 EK0240
 EK0240.The modeled gravity was interpolated from observed gravity values.
 EK0240
 EK0240;                    North         East    Units  Estimated Accuracy
 EK0240;SPC AR S     -   565,970.      194,030.      MT  (+/- 180 meters Scaled)
 EK0240
 EK0240                          SUPERSEDED SURVEY CONTROL
 EK0240
 EK0240  NGVD 29 (??/??/92)  125.349  (m)          411.25   (f) ADJ UNCH    2 0
 EK0240
 EK0240.Superseded values are not recommended for survey control.
 EK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0240.See file dsdata.txt to determine how the superseded data were derived.
 EK0240
 EK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT862786(NAD 83)
 EK0240_MARKER: DB = BENCH MARK DISK
 EK0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0240_STAMPING: T-87 1935
 EK0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0240+STABILITY: SURFACE MOTION
 EK0240
 EK0240  HISTORY     - Date     Condition        Report By
 EK0240  HISTORY     - 1935     MONUMENTED       CGS
 EK0240  HISTORY     - 1962     GOOD             NGS
 EK0240
 EK0240                          STATION DESCRIPTION
 EK0240
 EK0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0240'5.6 MI SE FROM GILLHAM.
 EK0240'5.6 MILES SOUTHEAST OF, ALONG GILLHAM ROAD, FROM KANS. CITY SO.
 EK0240'RY. STATION, ABOUT .3 MILE EAST OF COSSATOT RIVER, 110 FEET WEST OF
 EK0240'JUNCTION OF GILLHAM ROAD AND ANTIMONY ROAD, 78 FEET WEST OF CATTLE
 EK0240'GUARD ON THE GILLHAM ROAD, 24 FEET SOUTH OF GILLHAM ROAD CENTERLINE,
 EK0240'1 FT. NORTH OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE
 EK0240'POST.
 EK0240
 EK0240                          STATION RECOVERY (1962)
 EK0240
 EK0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1411 ***********************************************************************
 EJ1411  DESIGNATION -  T 88
 EJ1411  PID         -  EJ1411
 EJ1411  STATE/COUNTY-  AR/PIKE
 EJ1411  USGS QUAD   -  LANGLEY (1980)
 EJ1411
 EJ1411                         *CURRENT SURVEY CONTROL
 EJ1411  ___________________________________________________________________
 EJ1411* NAD 83(1986)-  34 18 51.     (N)    093 52 01.     (W)     SCALED    
 EJ1411* NAVD 88     -       252.074  (meters)     827.01   (feet)  ADJUSTED  
 EJ1411  ___________________________________________________________________
 EJ1411  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EJ1411  DYNAMIC HT  -         251.816 (meters)     826.17  (feet)  COMP
 EJ1411  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 EJ1411
 EJ1411  VERT ORDER  -  SECOND    CLASS 0
 EJ1411
 EJ1411.The horizontal coordinates were scaled from a topographic map and have
 EJ1411.an estimated accuracy of +/- 6 seconds.
 EJ1411
 EJ1411.The orthometric height was determined by differential leveling
 EJ1411.and adjusted by the National Geodetic Survey in June 1991..
 EJ1411
 EJ1411.The geoid height was determined by GEOID03.
 EJ1411
 EJ1411.The dynamic height is computed by dividing the NAVD 88
 EJ1411.geopotential number by the normal gravity value computed on the
 EJ1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1411.degrees latitude (g = 980.6199 gals.).
 EJ1411
 EJ1411.The modeled gravity was interpolated from observed gravity values.
 EJ1411
 EJ1411;                    North         East    Units  Estimated Accuracy
 EJ1411;SPC AR S     -   584,300.      228,180.      MT  (+/- 180 meters Scaled)
 EJ1411
 EJ1411                          SUPERSEDED SURVEY CONTROL
 EJ1411
 EJ1411  NGVD 29 (??/??/92)  252.031  (m)          826.87   (f) ADJ UNCH    2 0
 EJ1411
 EJ1411.Superseded values are not recommended for survey control.
 EJ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1411.See file dsdata.txt to determine how the superseded data were derived.
 EJ1411
 EJ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT202973(NAD 83)
 EJ1411_MARKER: DB = BENCH MARK DISK
 EJ1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1411_STAMPING: T-88 1935
 EJ1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1411+STABILITY: SURFACE MOTION
 EJ1411
 EJ1411  HISTORY     - Date     Condition        Report By
 EJ1411  HISTORY     - 1935     MONUMENTED       CGS
 EJ1411  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1411  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1411
 EJ1411                          STATION DESCRIPTION
 EJ1411
 EJ1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1411'0.8 MI W FROM LANGLEY.
 EJ1411'0.8 MILE WEST OF, ALONG COUNTY ROAD TO ATHENS, FROM LANGLEY SCHOOL. AT
 EJ1411'THE JUNCTION OF THE LANGLEY-NEW HOPE ROAD.  240 FEET WEST OF F.W.
 EJ1411'KENNEDYS FARMHOUSE.  61 FEET EAST OF FENCE CORNER AT NORTH SIDE OF
 EJ1411'ROAD.  47 FEET NORTHEAST OF INTERSECTION OF CENTERLINES OF ROADS. 13.5
 EJ1411'FEET NORTH OF THE ATHENS ROAD CENTERLINE.  1 FT. SOUTH OF PROPERTY
 EJ1411'LINE FENCE.  TABLET SET IN TOP OF A PRECAST CONCRETE POST.
 EJ1411
 EJ1411                          STATION RECOVERY (1961)
 EJ1411
 EJ1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1411'MARK NOT FOUND.
 EJ1411
 EJ1411                          STATION RECOVERY (1978)
 EJ1411
 EJ1411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0077 ***********************************************************************
 DL0077  DESIGNATION -  T 91
 DL0077  PID         -  DL0077
 DL0077  STATE/COUNTY-  AR/BRADLEY
 DL0077  USGS QUAD   -  BANKS (1985)
 DL0077
 DL0077                         *CURRENT SURVEY CONTROL
 DL0077  ___________________________________________________________________
 DL0077* NAD 83(1986)-  33 35 08.     (N)    092 17 14.     (W)     SCALED    
 DL0077* NAVD 88     -        51.291  (meters)     168.28   (feet)  ADJUSTED  
 DL0077  ___________________________________________________________________
 DL0077  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DL0077  DYNAMIC HT  -          51.238 (meters)     168.10  (feet)  COMP
 DL0077  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 DL0077
 DL0077  VERT ORDER  -  SECOND    CLASS 0
 DL0077
 DL0077.The horizontal coordinates were scaled from a topographic map and have
 DL0077.an estimated accuracy of +/- 6 seconds.
 DL0077
 DL0077.The orthometric height was determined by differential leveling
 DL0077.and adjusted by the National Geodetic Survey in June 1991..
 DL0077
 DL0077.The geoid height was determined by GEOID03.
 DL0077
 DL0077.The dynamic height is computed by dividing the NAVD 88
 DL0077.geopotential number by the normal gravity value computed on the
 DL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0077.degrees latitude (g = 980.6199 gals.).
 DL0077
 DL0077.The modeled gravity was interpolated from observed gravity values.
 DL0077
 DL0077;                    North         East    Units  Estimated Accuracy
 DL0077;SPC AR S     -   501,950.      373,340.      MT  (+/- 180 meters Scaled)
 DL0077
 DL0077                          SUPERSEDED SURVEY CONTROL
 DL0077
 DL0077  NGVD 29 (??/??/92)   51.361  (m)          168.51   (f) ADJ UNCH    2 0
 DL0077
 DL0077.Superseded values are not recommended for survey control.
 DL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0077.See file dsdata.txt to determine how the superseded data were derived.
 DL0077
 DL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT661164(NAD 83)
 DL0077_MARKER: O = CHISELED CIRCLE
 DL0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0077_STAMPING: T 91 1935
 DL0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0077+STABILITY: SURFACE MOTION
 DL0077
 DL0077  HISTORY     - Date     Condition        Report By
 DL0077  HISTORY     - 1935     MONUMENTED       CGS
 DL0077  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL0077
 DL0077                          STATION DESCRIPTION
 DL0077
 DL0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0077'1.3 MI NW FROM BANKS.
 DL0077'1.3 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0077'RAILROAD FROM THE STATION AT BANKS, BRADLEY COUNTY, 0.2 MILE NORTHWEST
 DL0077'OF TRESTLE 45, AT THE SLOPE OF A FILL, 40.9 FEET SOUTHWEST OF THE
 DL0077'CENTERLINE OF THE TRACK, AND 2.9 FEET SOUTHWEST OF POLE 4+11. A
 DL0077'STANDARD DISK, STAMPED T 91 1935 AND SET IN THE TOP OF A CONCRETE
 DL0077'POST.  NOTE-- THE POLES HAVE BEEN REMOVED FROM THE SOUTHWEST SIDE OF
 DL0077'THE TRACKS.
 DL0077
 DL0077                          STATION RECOVERY (1973)
 DL0077
 DL0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DL0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0094 ***********************************************************************
 FH0094  DESIGNATION -  T 93
 FH0094  PID         -  FH0094
 FH0094  STATE/COUNTY-  AR/CRAWFORD
 FH0094  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0094
 FH0094                         *CURRENT SURVEY CONTROL
 FH0094  ___________________________________________________________________
 FH0094* NAD 83(1986)-  35 30 41.     (N)    094 09 10.     (W)     SCALED    
 FH0094* NAVD 88     -       205.748  (meters)     675.02   (feet)  ADJUSTED  
 FH0094  ___________________________________________________________________
 FH0094  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FH0094  DYNAMIC HT  -         205.558 (meters)     674.40  (feet)  COMP
 FH0094  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FH0094
 FH0094  VERT ORDER  -  SECOND    CLASS 0
 FH0094
 FH0094.The horizontal coordinates were scaled from a topographic map and have
 FH0094.an estimated accuracy of +/- 6 seconds.
 FH0094
 FH0094.The orthometric height was determined by differential leveling
 FH0094.and adjusted by the National Geodetic Survey in June 1991..
 FH0094
 FH0094.The geoid height was determined by GEOID03.
 FH0094
 FH0094.The dynamic height is computed by dividing the NAVD 88
 FH0094.geopotential number by the normal gravity value computed on the
 FH0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0094.degrees latitude (g = 980.6199 gals.).
 FH0094
 FH0094.The modeled gravity was interpolated from observed gravity values.
 FH0094
 FH0094;                    North         East    Units  Estimated Accuracy
 FH0094;SPC AR N     -   132,830.      204,740.      MT  (+/- 180 meters Scaled)
 FH0094
 FH0094                          SUPERSEDED SURVEY CONTROL
 FH0094
 FH0094  NGVD 29 (??/??/92)  205.672  (m)          674.78   (f) ADJ UNCH    2 0
 FH0094
 FH0094.Superseded values are not recommended for survey control.
 FH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0094.See file dsdata.txt to determine how the superseded data were derived.
 FH0094
 FH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV954303(NAD 83)
 FH0094_MARKER: DB = BENCH MARK DISK
 FH0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0094_STAMPING: T 93 1935
 FH0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0094+STABILITY: SURFACE MOTION
 FH0094
 FH0094  HISTORY     - Date     Condition        Report By
 FH0094  HISTORY     - 1935     MONUMENTED       CGS
 FH0094  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0094  HISTORY     - 1967     MARK NOT FOUND   USGS
 FH0094
 FH0094                          STATION DESCRIPTION
 FH0094
 FH0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0094'2.0 MI NW FROM DYER.
 FH0094'2 MILES NORTHWEST ALONG THE DYER-DEAN SPRINGS ROAD FROM THE
 FH0094'MISSOURI PACIFIC RAILROAD STATION AT DYER, CRAWFORD COUNTY, 78
 FH0094'FEET NORTHWEST OF A RIGHT ANGLE CURVE IN THE ROAD, 61 FEET
 FH0094'SOUTHWEST OF THE SOUTHWEST CORNER OF MR. OLSEY JONES FARMHOUSE,
 FH0094'60 FEET NORTH OF THE CENTERLINE OF THE ROAD, 16 FEET WEST OF A
 FH0094'SOUTHEAST FENCE CORNER, 5 FEET WEST OF THE WEST END OF A GATE,
 FH0094'AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED T 93 1935
 FH0094'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SEVERAL LOCAL
 FH0094'PEOPLE WERE INTERVIEWED BUT NO ONE KNEW THE LOCATION OF THE FORMER
 FH0094'RESIDENCE OF MRS. OLSEY JONES.
 FH0094
 FH0094                          STATION RECOVERY (1967)
 FH0094
 FH0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1533 ***********************************************************************
 FG1533  DESIGNATION -  T 94
 FG1533  PID         -  FG1533
 FG1533  STATE/COUNTY-  AR/FRANKLIN
 FG1533  USGS QUAD   -  BIDVILLE (1973)
 FG1533
 FG1533                         *CURRENT SURVEY CONTROL
 FG1533  ___________________________________________________________________
 FG1533* NAD 83(1986)-  35 38 06.     (N)    093 59 01.     (W)     SCALED    
 FG1533* NAVD 88     -       400.011  (meters)    1312.37   (feet)  ADJUSTED  
 FG1533  ___________________________________________________________________
 FG1533  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FG1533  DYNAMIC HT  -         399.636 (meters)    1311.14  (feet)  COMP
 FG1533  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FG1533
 FG1533  VERT ORDER  -  SECOND    CLASS 0
 FG1533
 FG1533.The horizontal coordinates were scaled from a topographic map and have
 FG1533.an estimated accuracy of +/- 6 seconds.
 FG1533
 FG1533.The orthometric height was determined by differential leveling
 FG1533.and adjusted by the National Geodetic Survey in June 1991..
 FG1533
 FG1533.The geoid height was determined by GEOID03.
 FG1533
 FG1533.The dynamic height is computed by dividing the NAVD 88
 FG1533.geopotential number by the normal gravity value computed on the
 FG1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1533.degrees latitude (g = 980.6199 gals.).
 FG1533
 FG1533.The modeled gravity was interpolated from observed gravity values.
 FG1533
 FG1533;                    North         East    Units  Estimated Accuracy
 FG1533;SPC AR N     -   146,220.      220,350.      MT  (+/- 180 meters Scaled)
 FG1533
 FG1533                          SUPERSEDED SURVEY CONTROL
 FG1533
 FG1533  NGVD 29 (??/??/92)  399.922  (m)         1312.08   (f) ADJ UNCH    2 0
 FG1533
 FG1533.Superseded values are not recommended for survey control.
 FG1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1533.See file dsdata.txt to determine how the superseded data were derived.
 FG1533
 FG1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV109439(NAD 83)
 FG1533_MARKER: DB = BENCH MARK DISK
 FG1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1533_STAMPING: T 94 1935
 FG1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1533+STABILITY: SURFACE MOTION
 FG1533
 FG1533  HISTORY     - Date     Condition        Report By
 FG1533  HISTORY     - 1935     MONUMENTED       CGS
 FG1533  HISTORY     - 1960     GOOD             NGS
 FG1533  HISTORY     - 1972     GOOD             USGS
 FG1533
 FG1533                          STATION DESCRIPTION
 FG1533
 FG1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1533'2 MI E FROM FERN.
 FG1533'2.0 MILES EAST ALONG THE FERN-WHITE ROCK ROAD FROM THE SCHOOL
 FG1533'AT FERN, FRANKLIN COUNTY, AT THE BREWER CEMETERY, 56 FEET EAST
 FG1533'OF THE NORTHWEST FENCE CORNER, 23 FEET WEST OF THE WEST END OF A
 FG1533'GATE, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 17 FEET
 FG1533'SOUTHWEST OF TWO PINE TREES ONE FOOT APART, AND 2 FEET NORTH
 FG1533'OF A FENCE.  A STANDARD DISK, STAMPED T 94 1935 AND SET IN THE
 FG1533'TOP OF A CONCRETE POST.  AT THE BREWER CEMETERY, NEAR THE
 FG1533'CENTER OF THE NORTHEAST SIDE OF THE CEMETERY, 15 FEET SOUTHWEST
 FG1533'OF A TRIANGLE BLAZED PINE TREE AND 2 FEET NORTHEAST OF A FENCE.
 FG1533
 FG1533                          STATION RECOVERY (1972)
 FG1533
 FG1533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1470 ***********************************************************************
 FG1470  DESIGNATION -  T 95
 FG1470  PID         -  FG1470
 FG1470  STATE/COUNTY-  AR/MADISON
 FG1470  USGS QUAD   -  BOSTON (1973)
 FG1470
 FG1470                         *CURRENT SURVEY CONTROL
 FG1470  ___________________________________________________________________
 FG1470* NAD 83(1986)-  35 49 40.     (N)    093 36 27.     (W)     SCALED    
 FG1470* NAVD 88     -       714.265  (meters)    2343.38   (feet)  ADJUSTED  
 FG1470  ___________________________________________________________________
 FG1470  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG1470  DYNAMIC HT  -         713.568 (meters)    2341.10  (feet)  COMP
 FG1470  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 FG1470
 FG1470  VERT ORDER  -  SECOND    CLASS 0
 FG1470
 FG1470.The horizontal coordinates were scaled from a topographic map and have
 FG1470.an estimated accuracy of +/- 6 seconds.
 FG1470
 FG1470.The orthometric height was determined by differential leveling
 FG1470.and adjusted by the National Geodetic Survey in June 1991..
 FG1470
 FG1470.The geoid height was determined by GEOID03.
 FG1470
 FG1470.The dynamic height is computed by dividing the NAVD 88
 FG1470.geopotential number by the normal gravity value computed on the
 FG1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1470.degrees latitude (g = 980.6199 gals.).
 FG1470
 FG1470.The modeled gravity was interpolated from observed gravity values.
 FG1470
 FG1470;                    North         East    Units  Estimated Accuracy
 FG1470;SPC AR N     -   166,980.      254,760.      MT  (+/- 180 meters Scaled)
 FG1470
 FG1470                          SUPERSEDED SURVEY CONTROL
 FG1470
 FG1470  NGVD 29 (??/??/92)  714.157  (m)         2343.03   (f) ADJ UNCH    2 0
 FG1470
 FG1470.Superseded values are not recommended for survey control.
 FG1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1470.See file dsdata.txt to determine how the superseded data were derived.
 FG1470
 FG1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV451650(NAD 83)
 FG1470_MARKER: DB = BENCH MARK DISK
 FG1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1470_STAMPING: T 95 1935
 FG1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1470+STABILITY: SURFACE MOTION
 FG1470
 FG1470  HISTORY     - Date     Condition        Report By
 FG1470  HISTORY     - 1935     MONUMENTED       CGS
 FG1470
 FG1470                          STATION DESCRIPTION
 FG1470
 FG1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1470'1.0 MI S FROM BOSTON.
 FG1470'1.0 MILE SOUTH ALONG THE BOSTON-SPOKE PLANT ROAD FROM BOSTON, MADISON
 FG1470'COUNTY, AT THE BOSTON CEMETERY, 22 FEET EAST OF THE SOUTHWEST CORNER
 FG1470'OF THE CEMETERY FENCE, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 5
 FG1470'FEET NORTHEAST OF AN 8-INCH OAK TREE, AND 2 FEET SOUTH OF A FENCE.  A
 FG1470'STANDARD DISK, STAMPED T 95 1935 AND SET IN THE TOP OF A CONCRETE
 FG1470'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0646 ***********************************************************************
 EJ0646  DESIGNATION -  T 96
 EJ0646  PID         -  EJ0646
 EJ0646  STATE/COUNTY-  AR/GRANT
 EJ0646  USGS QUAD   -  CANE CREEK (1984)
 EJ0646
 EJ0646                         *CURRENT SURVEY CONTROL
 EJ0646  ___________________________________________________________________
 EJ0646* NAD 83(1986)-  34 26 09.     (N)    092 17 25.     (W)     SCALED    
 EJ0646* NAVD 88     -        98.722  (meters)     323.89   (feet)  ADJUSTED  
 EJ0646  ___________________________________________________________________
 EJ0646  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0646  DYNAMIC HT  -          98.628 (meters)     323.58  (feet)  COMP
 EJ0646  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 EJ0646
 EJ0646  VERT ORDER  -  SECOND    CLASS 0
 EJ0646
 EJ0646.The horizontal coordinates were scaled from a topographic map and have
 EJ0646.an estimated accuracy of +/- 6 seconds.
 EJ0646
 EJ0646.The orthometric height was determined by differential leveling
 EJ0646.and adjusted by the National Geodetic Survey in June 1991..
 EJ0646
 EJ0646.The geoid height was determined by GEOID03.
 EJ0646
 EJ0646.The dynamic height is computed by dividing the NAVD 88
 EJ0646.geopotential number by the normal gravity value computed on the
 EJ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0646.degrees latitude (g = 980.6199 gals.).
 EJ0646
 EJ0646.The modeled gravity was interpolated from observed gravity values.
 EJ0646
 EJ0646;                    North         East    Units  Estimated Accuracy
 EJ0646;SPC AR S     -   596,260.      373,320.      MT  (+/- 180 meters Scaled)
 EJ0646
 EJ0646                          SUPERSEDED SURVEY CONTROL
 EJ0646
 EJ0646  NGVD 29 (??/??/92)   98.780  (m)          324.08   (f) ADJ UNCH    2 0
 EJ0646
 EJ0646.Superseded values are not recommended for survey control.
 EJ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0646.See file dsdata.txt to determine how the superseded data were derived.
 EJ0646
 EJ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU652107(NAD 83)
 EJ0646_MARKER: DB = BENCH MARK DISK
 EJ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0646_STAMPING: T 96 1935
 EJ0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0646+STABILITY: SURFACE MOTION
 EJ0646
 EJ0646  HISTORY     - Date     Condition        Report By
 EJ0646  HISTORY     - 1935     MONUMENTED       CGS
 EJ0646  HISTORY     - 1964     GOOD             NGS
 EJ0646
 EJ0646                          STATION DESCRIPTION
 EJ0646
 EJ0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EJ0646'11 MI NNE FROM SHERIDAN.
 EJ0646'11 MILES NORTH-NORTHEAST FROM SHERIDAN, GRANT COUNTY, AT 1/4 COR. OF
 EJ0646'SECS. 22, 27, T. 3 S., R. 12 W., 110 FEET NORTHEAST OF A 2 FEET CEDAR
 EJ0646'TREE, 42 FEET NORTH OF THE CENTERLINE OF THE OLD ROAD, 24 FEET NORTH
 EJ0646'OF 2 1/2 FEET OAK TREE, 3 FEET EAST OF NORTH-SOUTH FENCE AND 1 FOOT
 EJ0646'WEST OF METAL WITNESS MARKER POST.  A STANDARD DISK, STAMPED T 96 1935
 EJ0646'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0869 ***********************************************************************
 EJ0869  DESIGNATION -  T 97
 EJ0869  PID         -  EJ0869
 EJ0869  STATE/COUNTY-  AR/SALINE
 EJ0869  USGS QUAD   -  BENTON (1984)
 EJ0869
 EJ0869                         *CURRENT SURVEY CONTROL
 EJ0869  ___________________________________________________________________
 EJ0869* NAD 83(1986)-  34 35 22.     (N)    092 35 34.     (W)     SCALED    
 EJ0869* NAVD 88     -       101.598  (meters)     333.33   (feet)  ADJUSTED  
 EJ0869  ___________________________________________________________________
 EJ0869  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EJ0869  DYNAMIC HT  -         101.503 (meters)     333.01  (feet)  COMP
 EJ0869  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 EJ0869
 EJ0869  VERT ORDER  -  SECOND    CLASS 0
 EJ0869
 EJ0869.The horizontal coordinates were scaled from a topographic map and have
 EJ0869.an estimated accuracy of +/- 6 seconds.
 EJ0869
 EJ0869.The orthometric height was determined by differential leveling
 EJ0869.and adjusted by the National Geodetic Survey in June 1991..
 EJ0869
 EJ0869.The geoid height was determined by GEOID03.
 EJ0869
 EJ0869.The dynamic height is computed by dividing the NAVD 88
 EJ0869.geopotential number by the normal gravity value computed on the
 EJ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0869.degrees latitude (g = 980.6199 gals.).
 EJ0869
 EJ0869.The modeled gravity was interpolated from observed gravity values.
 EJ0869
 EJ0869;                    North         East    Units  Estimated Accuracy
 EJ0869;SPC AR S     -   613,420.      345,620.      MT  (+/- 180 meters Scaled)
 EJ0869
 EJ0869                          SUPERSEDED SURVEY CONTROL
 EJ0869
 EJ0869  NGVD 29 (??/??/92)  101.622  (m)          333.40   (f) ADJ UNCH    2 0
 EJ0869
 EJ0869.Superseded values are not recommended for survey control.
 EJ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0869.See file dsdata.txt to determine how the superseded data were derived.
 EJ0869
 EJ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU373275(NAD 83)
 EJ0869_MARKER: DB = BENCH MARK DISK
 EJ0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0869_SP_SET: BRIDGE
 EJ0869_STAMPING: T 97 1935
 EJ0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0869
 EJ0869  HISTORY     - Date     Condition        Report By
 EJ0869  HISTORY     - 1935     MONUMENTED       CGS
 EJ0869  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0869  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0869
 EJ0869                          STATION DESCRIPTION
 EJ0869
 EJ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0869'2.8 MI NW FROM BENTON.
 EJ0869'2.8 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE MISSOURI PACIFIC
 EJ0869'RAILROAD STATION AT BENTON, SALINE COUNTY, 195 FEET SOUTH OF THE
 EJ0869'JUNCTION OF A ROAD LEADING NORTHEAST FROM THE MIDDLE OF A CURVE, AT
 EJ0869'THE CONCRETE HIGHWAY BRIDGE OVER SALT CREEK, IN THE TOP OF A CONCRETE
 EJ0869'WALL, 1.1 FEET SOUTH OF A NORTH END, AND 17.2 FEET EAST OF THE
 EJ0869'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 97 1935. NOTE--
 EJ0869'THE END OF THE CONCRETE WALL HAS BEEN BROKEN OFF.
 EJ0869
 EJ0869                          STATION RECOVERY (1973)
 EJ0869
 EJ0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EJ0869'MARK NOT FOUND.
 EJ0869
 EJ0869                          STATION RECOVERY (1998)
 EJ0869
 EJ0869'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0217 ***********************************************************************
 EJ0217  DESIGNATION -  T 98
 EJ0217  PID         -  EJ0217
 EJ0217  STATE/COUNTY-  AR/PULASKI
 EJ0217  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0217
 EJ0217                         *CURRENT SURVEY CONTROL
 EJ0217  ___________________________________________________________________
 EJ0217* NAD 83(1986)-  34 45 33.     (N)    092 28 58.     (W)     SCALED    
 EJ0217* NAVD 88     -       180.035  (meters)     590.66   (feet)  ADJUSTED  
 EJ0217  ___________________________________________________________________
 EJ0217  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ0217  DYNAMIC HT  -         179.865 (meters)     590.11  (feet)  COMP
 EJ0217  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 EJ0217
 EJ0217  VERT ORDER  -  SECOND    CLASS 0
 EJ0217
 EJ0217.The horizontal coordinates were scaled from a topographic map and have
 EJ0217.an estimated accuracy of +/- 6 seconds.
 EJ0217
 EJ0217.The orthometric height was determined by differential leveling
 EJ0217.and adjusted by the National Geodetic Survey in June 1991..
 EJ0217
 EJ0217.The geoid height was determined by GEOID03.
 EJ0217
 EJ0217.The dynamic height is computed by dividing the NAVD 88
 EJ0217.geopotential number by the normal gravity value computed on the
 EJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0217.degrees latitude (g = 980.6199 gals.).
 EJ0217
 EJ0217.The modeled gravity was interpolated from observed gravity values.
 EJ0217
 EJ0217;                    North         East    Units  Estimated Accuracy
 EJ0217;SPC AR S     -   632,200.      355,800.      MT  (+/- 180 meters Scaled)
 EJ0217
 EJ0217                          SUPERSEDED SURVEY CONTROL
 EJ0217
 EJ0217  NGVD 29 (??/??/92)  180.071  (m)          590.78   (f) ADJ UNCH    2 0
 EJ0217
 EJ0217.Superseded values are not recommended for survey control.
 EJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0217.See file dsdata.txt to determine how the superseded data were derived.
 EJ0217
 EJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU473464(NAD 83)
 EJ0217_MARKER: DB = BENCH MARK DISK
 EJ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0217_STAMPING: T 98 1935
 EJ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0217+STABILITY: SURFACE MOTION
 EJ0217
 EJ0217  HISTORY     - Date     Condition        Report By
 EJ0217  HISTORY     - 1935     MONUMENTED       CGS
 EJ0217  HISTORY     - 198506   MARK NOT FOUND   USGS
 EJ0217  HISTORY     - 1989     GOOD             USPSQD
 EJ0217
 EJ0217                          STATION DESCRIPTION
 EJ0217
 EJ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0217'4.7 MI E FROM FERNDALE.
 EJ0217'4.7 MILES EAST ALONG TWELFTH STREET PIKE FROM THE J. W. CARTER STORE
 EJ0217'AT FERNDALE, PULASKI COUNTY, 2 MILES EAST OF THE WOODEN BRIDGE OVER
 EJ0217'FLETCHER CREEK, 0.7 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 EJ0217'WEST, ON THE OUTSIDE OF A CURVE, AT THE SUMMIT OF A HILL, 54.5 FEET
 EJ0217'WEST OF THE CENTERLINE OF A WAGON ROAD LEADING SOUTH, 27.7 FEET SOUTH
 EJ0217'OF THE CENTERLINE OF THE PIKE, 60.7 FEET SOUTH OF A POLE, AND 8 FEET
 EJ0217'EAST OF AN 18-INCH PINE TREE HAVING AN X-BLAZE ON THE NORTH SIDE 4.5
 EJ0217'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED T 98 1935 AND SET IN
 EJ0217'THE TOP OF A CONCRETE POST.
 EJ0217
 EJ0217                          STATION RECOVERY (1985)
 EJ0217
 EJ0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0217'MARK NOT FOUND.
 EJ0217
 EJ0217                          STATION RECOVERY (1989)
 EJ0217
 EJ0217'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0852 ***********************************************************************
 EJ0852  DESIGNATION -  T 99
 EJ0852  PID         -  EJ0852
 EJ0852  STATE/COUNTY-  AR/PULASKI
 EJ0852  USGS QUAD   -  THORNBURG (1984)
 EJ0852
 EJ0852                         *CURRENT SURVEY CONTROL
 EJ0852  ___________________________________________________________________
 EJ0852* NAD 83(1986)-  34 52 41.     (N)    092 45 17.     (W)     SCALED    
 EJ0852* NAVD 88     -       118.652  (meters)     389.28   (feet)  ADJUSTED  
 EJ0852  ___________________________________________________________________
 EJ0852  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EJ0852  DYNAMIC HT  -         118.538 (meters)     388.90  (feet)  COMP
 EJ0852  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 EJ0852
 EJ0852  VERT ORDER  -  SECOND    CLASS 0
 EJ0852
 EJ0852.The horizontal coordinates were scaled from a topographic map and have
 EJ0852.an estimated accuracy of +/- 6 seconds.
 EJ0852
 EJ0852.The orthometric height was determined by differential leveling
 EJ0852.and adjusted by the National Geodetic Survey in June 1991..
 EJ0852
 EJ0852.The geoid height was determined by GEOID03.
 EJ0852
 EJ0852.The dynamic height is computed by dividing the NAVD 88
 EJ0852.geopotential number by the normal gravity value computed on the
 EJ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0852.degrees latitude (g = 980.6199 gals.).
 EJ0852
 EJ0852.The modeled gravity was interpolated from observed gravity values.
 EJ0852
 EJ0852;                    North         East    Units  Estimated Accuracy
 EJ0852;SPC AR S     -   645,540.      331,000.      MT  (+/- 180 meters Scaled)
 EJ0852
 EJ0852                          SUPERSEDED SURVEY CONTROL
 EJ0852
 EJ0852  NGVD 29 (??/??/92)  118.670  (m)          389.34   (f) ADJ UNCH    2 0
 EJ0852
 EJ0852.Superseded values are not recommended for survey control.
 EJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0852.See file dsdata.txt to determine how the superseded data were derived.
 EJ0852
 EJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU224595(NAD 83)
 EJ0852_MARKER: DB = BENCH MARK DISK
 EJ0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0852_STAMPING: T 99 1935
 EJ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0852+STABILITY: SURFACE MOTION
 EJ0852
 EJ0852  HISTORY     - Date     Condition        Report By
 EJ0852  HISTORY     - 1935     MONUMENTED       CGS
 EJ0852
 EJ0852                          STATION DESCRIPTION
 EJ0852
 EJ0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0852'7.6 MI W FROM CROSS ROADS.
 EJ0852'7.6 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT CROSS
 EJ0852'ROADS, PULASKI COUNTY, 1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 9,
 EJ0852'AT THE PULASKI-PERRY COUNTY LINE, 30 FEET SOUTHWEST OF THE SOUTH END
 EJ0852'OF A CONCRETE CULVERT UNDER THE HIGHWAY, 39.5 FEET SOUTH OF THE
 EJ0852'CENTERLINE OF THE HIGHWAY, AND 0.5 FOOT NORTH OF A FENCE CORNER.  A
 EJ0852'STANDARD DISK, STAMPED T 99 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0852'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1315 ***********************************************************************
 DL1315  DESIGNATION -  T P
 DL1315  PID         -  DL1315
 DL1315  STATE/COUNTY-  AR/ASHLEY
 DL1315  USGS QUAD   -  FELSENTHAL DAM (1981)
 DL1315
 DL1315                         *CURRENT SURVEY CONTROL
 DL1315  ___________________________________________________________________
 DL1315* NAD 83(1997)-  33 00 41.23982(N)    092 00 02.37548(W)     ADJUSTED  
 DL1315* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 DL1315  ___________________________________________________________________
 DL1315  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DL1315  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL1315
 DL1315  HORZ ORDER  -  SECOND
 DL1315
 DL1315.The horizontal coordinates were established by classical geodetic methods
 DL1315.and adjusted by the National Geodetic Survey in September 1999..
 DL1315
 DL1315.The orthometric height was scaled from a topographic map.
 DL1315
 DL1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1315
 DL1315.The geoid height was determined by GEOID03.
 DL1315
 DL1315;                    North         East     Units Scale Factor Converg.
 DL1315;SPC AR S     -   438,242.818   399,938.338   MT  1.00007648   -0 00 01.3
 DL1315;SPC AR S     - 1,437,801.65  1,312,131.03   sFT  1.00007648   -0 00 01.3
 DL1315;SPC LA N     -   278,583.794 1,046,663.263   MT  1.00009682   +0 15 50.4
 DL1315;SPC LA N     -   913,987.00  3,433,927.72   sFT  1.00009682   +0 15 50.4
 DL1315;UTM  15      - 3,653,000.427   593,344.066   MT  0.99970743   +0 32 40.2
 DL1315
 DL1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1315!SPC AR S     -   0.99999954  x   1.00007648  =   1.00007602
 DL1315!SPC LA N     -   0.99999954  x   1.00009682  =   1.00009636
 DL1315!UTM  15      -   0.99999954  x   0.99970743  =   0.99970697
 DL1315
 DL1315|---------------------------------------------------------------------|
 DL1315| PID    Reference Object                     Distance      Geod. Az  |
 DL1315|                                                           dddmmss.s |
 DL1315| DK2074 WHITE                               387.982 METERS 10934     |
 DL1315| DK2076 WHITE RM 2                          APPROX. 0.6 KM 1371434.6 |
 DL1315| DK1403 I 20 1 CAP                          465.180 METERS 1545343.0 |
 DL1315| DL1316 TT 14 B                              18.913 METERS 34438     |
 DL1315|---------------------------------------------------------------------|
 DL1315
 DL1315                          SUPERSEDED SURVEY CONTROL
 DL1315
 DL1315  NAD 83(1997)-  33 00 41.24662(N)    092 00 02.37238(W) AD(       ) 2
 DL1315  NAD 83(1986)-  33 00 41.25249(N)    092 00 02.36823(W) AD(       ) 2
 DL1315  NAD 27      -  33 00 40.80000(N)    092 00 01.89600(W) AD(       ) 2
 DL1315
 DL1315.Superseded values are not recommended for survey control.
 DL1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1315.See file dsdata.txt to determine how the superseded data were derived.
 DL1315
 DL1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9334453000(NAD 83)
 DL1315_MARKER: N = NAIL
 DL1315_SETTING: 0 = UNSPECIFIED SETTING
 DL1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1315
 DL1315  HISTORY     - Date     Condition        Report By
 DL1315  HISTORY     - 1939     MONUMENTED       CGS
 DL1315
 DL1315                          STATION DESCRIPTION
 DL1315
 DL1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 DL1315'STATION IS A 2-BY 2-INCH OAK STAKE DRIVEN FLUSH WITH GROUND WITH
 DL1315'NAIL IN CENTER OF POINT.  THIS STATION IS ONLY A TEMPORARY POINT
 DL1315'USED IN ESTABLISHING DISTANCES AND DIRECTION TO USGS TT 14B
 DL1315'1933, AND CAN NOT BE CONSIDERED PERMANENT.  IT IS IN RAILROAD
 DL1315'STATION YARD, 12.8 FEET SW OF SW CORNER OF RAILROAD STATION, 5.7
 DL1315'FEET E OF CENTER LINE OF E RAIL OF TRACK, 18.913 METERS S OF
 DL1315'USGS TT 14B 1933.
 DL1315'
 DL1315'AT TRIANGULATION STATION WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1338 ***********************************************************************
 DL1338  DESIGNATION -  T15S R13W SECS 4 5 8 9
 DL1338  PID         -  DL1338
 DL1338  STATE/COUNTY-  AR/CALHOUN
 DL1338  USGS QUAD   -  ARTESIAN (1981)
 DL1338
 DL1338                         *CURRENT SURVEY CONTROL
 DL1338  ___________________________________________________________________
 DL1338* NAD 83(1997)-  33 26 12.01214(N)    092 27 22.01247(W)     ADJUSTED  
 DL1338* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 DL1338  ___________________________________________________________________
 DL1338  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DL1338  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DL1338
 DL1338  HORZ ORDER  -  SECOND
 DL1338
 DL1338.The horizontal coordinates were established by classical geodetic methods
 DL1338.and adjusted by the National Geodetic Survey in September 1999..
 DL1338
 DL1338.The orthometric height was scaled from a topographic map.
 DL1338
 DL1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1338
 DL1338.The geoid height was determined by GEOID03.
 DL1338
 DL1338;                    North         East     Units Scale Factor Converg.
 DL1338;SPC AR S     -   485,498.131   357,587.143   MT  0.99997251   -0 15 19.0
 DL1338;SPC AR S     - 1,592,838.45  1,173,183.82   sFT  0.99997251   -0 15 19.0
 DL1338;UTM  15      - 3,699,830.146   550,556.058   MT  0.99963151   +0 17 58.9
 DL1338
 DL1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1338!SPC AR S     -   0.99999768  x   0.99997251  =   0.99997019
 DL1338!UTM  15      -   0.99999768  x   0.99963151  =   0.99962919
 DL1338
 DL1338                          SUPERSEDED SURVEY CONTROL
 DL1338
 DL1338  NAD 83(1997)-  33 26 12.02210(N)    092 27 22.00550(W) AD(       ) 2
 DL1338  NAD 83(1986)-  33 26 12.02369(N)    092 27 22.00531(W) AD(       ) 2
 DL1338  NAD 27      -  33 26 11.60400(N)    092 27 21.46700(W) AD(       ) 2
 DL1338
 DL1338.Superseded values are not recommended for survey control.
 DL1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1338.See file dsdata.txt to determine how the superseded data were derived.
 DL1338
 DL1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5055699830(NAD 83)
 DL1338_MARKER: P = PIPE CAP
 DL1338_SETTING: 0 = UNSPECIFIED SETTING
 DL1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1338
 DL1338  HISTORY     - Date     Condition        Report By
 DL1338  HISTORY     - 1952     MONUMENTED       CGS
 DL1338
 DL1338                          STATION DESCRIPTION
 DL1338
 DL1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1338'THE STATION IS ABOUT 7 MILES SOUTH OF HAMPTON, 6 MILES SOUTHWEST
 DL1338'OF HARRELL, 161 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 DL1338'119 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 26 FEET WEST
 DL1338'OF A 24-INCH PINE TREE.  THE MARK IS AN IRON CAP PAINTED
 DL1338'YELLOW AND FASTENED TO THE TOP OF A 4-INCH IRON PIPE PAINTED RED.
 DL1338'THE PIPE PROJECTS 14 INCHES AND THE CAP IS STAMPED S. 5, S. 4,
 DL1338'S.  8, S. 9. NOV. 3, 1937.
 DL1338'
 DL1338'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ARTESIAN
 DL1338'AND THE DISTANCE IS 62.610 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0669 ***********************************************************************
 GG0669  DESIGNATION -  T19N R34W SEC 35 SW COR AR
 GG0669  PID         -  GG0669
 GG0669  STATE/COUNTY-  AR/BENTON
 GG0669  USGS QUAD   -  CHEROKEE CITY (1982)
 GG0669
 GG0669                         *CURRENT SURVEY CONTROL
 GG0669  ___________________________________________________________________
 GG0669* NAD 83(1997)-  36 16 36.34999(N)    094 34 56.25746(W)     ADJUSTED  
 GG0669* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 GG0669  ___________________________________________________________________
 GG0669  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 GG0669  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GG0669
 GG0669  HORZ ORDER  -  SECOND
 GG0669
 GG0669.The horizontal coordinates were established by classical geodetic methods
 GG0669.and adjusted by the National Geodetic Survey in September 1999..
 GG0669
 GG0669.The orthometric height was scaled from a topographic map.
 GG0669
 GG0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0669
 GG0669.The geoid height was determined by GEOID03.
 GG0669
 GG0669;                    North         East     Units Scale Factor Converg.
 GG0669;SPC AR N     -   218,657.463   168,011.661   MT  1.00000887   -1 30 09.5
 GG0669;SPC AR N     -   717,378.69    551,218.26   sFT  1.00000887   -1 30 09.5
 GG0669;SPC OK N     -   147,065.093   906,993.060   MT  0.99994722   +2 01 01.0
 GG0669;SPC OK N     -   482,496.06  2,975,693.06   sFT  0.99994722   +2 01 01.0
 GG0669;UTM  15      - 4,015,807.576   357,886.117   MT  0.99984884   -0 56 11.0
 GG0669
 GG0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0669!SPC AR N     -   0.99994825  x   1.00000887  =   0.99995712
 GG0669!SPC OK N     -   0.99994825  x   0.99994722  =   0.99989548
 GG0669!UTM  15      -   0.99994825  x   0.99984884  =   0.99979710
 GG0669
 GG0669                          SUPERSEDED SURVEY CONTROL
 GG0669
 GG0669  NAD 83(1997)-  36 16 36.35375(N)    094 34 56.26088(W) AD(       ) 2
 GG0669  NAD 83(1997)-  36 16 36.35375(N)    094 34 56.26088(W) AD(       ) 2
 GG0669  NAD 83(1986)-  36 16 36.35577(N)    094 34 56.25882(W) AD(       ) 2
 GG0669  NAD 27      -  36 16 36.06600(N)    094 34 55.47000(W) AD(       ) 2
 GG0669
 GG0669.Superseded values are not recommended for survey control.
 GG0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0669.See file dsdata.txt to determine how the superseded data were derived.
 GG0669
 GG0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5788615808(NAD 83)
 GG0669_MARKER: U = CONCRETE POST
 GG0669_SETTING: 0 = UNSPECIFIED SETTING
 GG0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0669
 GG0669  HISTORY     - Date     Condition        Report By
 GG0669  HISTORY     - 1935     MONUMENTED       CGS
 GG0669
 GG0669                          STATION DESCRIPTION
 GG0669
 GG0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0669'THIS TRAVERSE STATION IS THE CENTER OF THE STONE MARK WHICH
 GG0669'MARKS THE SW CORNER OF ARKANSAS SECTION 23, T 19 N, R 34 W.
 GG0669'IT IS ABOUT 5-1/2 MILES WNW OF GENTRY, ARKANSAS AND 1 MILE
 GG0669'S OF CHEROKEE CITY.  IT IS ON THE ARKANSAS-OKLAHOMA STATE
 GG0669'LINE IN THE CENTER OF THE STATE LINE ROAD ON RANGE WITH A
 GG0669'SECTION-LINE FENCE WHICH RUNS E INTO ARKANSAS.  IT IS 78 FEET
 GG0669'E OF THE SE CORNER OF J.A. SANDUSKYS HOUSE, 16 FEET W OF THE
 GG0669'NW CORNER POST OF THE FENCE ON THE E OF THE STATE LINE ROAD.
 GG0669'
 GG0669'THE MARK PROJECTS ABOUT 6 INCHES AND IS BADLY BATTERED.
 GG0669'THERE ARE NO DISTINGUISHING MARKS.  A TRAVERSE WAS RUN FROM
 GG0669'STATION CHEROKEE TO THE APPROXIMATE CENTER.  HORIZONTAL
 GG0669'DISTANCE IS 788.30 FEET.
 GG0669'
 GG0669'NOTE- LETTER OF CHARLES W CLARK, OCTOBER 28, 1937, IS AS
 GG0669'FOLLOWS-
 GG0669'
 GG0669'THE ARKANSAS STATE PLANNING SURVEY HAS INFORMED ME THAT THE
 GG0669'GENERAL LAND OFFICE STONE CONNECTED BY TRAVERSE TO CHEROKEE
 GG0669'IS NOT THE SW CORNER OF SEC. 23 AS IT IS CALLED IN THE RECORDS.
 GG0669'THEY SAY THAT THEIR PLOTTING INDICATED AN ERROR OF 2 MILES AT
 GG0669'THAT POINT AND ON FURTHER INVESTIGATION THEY FOUND THAT THE
 GG0669'STONE IS AT THE INTERSECTION OF STATE LINE AND A TOWNSHIP
 GG0669'LINE.  THEY THINK, THEREFORE, THAT THE STONE IS AT THE SW
 GG0669'CORNER OF SEC. 35, T 19 N, R 34 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2052 ***********************************************************************
 EJ2052  DESIGNATION -  T3N R26W SEC 19
 EJ2052  PID         -  EJ2052
 EJ2052  STATE/COUNTY-  AR/SCOTT
 EJ2052  USGS QUAD   -  FREEDOM MOUNTAIN (1985)
 EJ2052
 EJ2052                         *CURRENT SURVEY CONTROL
 EJ2052  ___________________________________________________________________
 EJ2052* NAD 83(1997)-  34 53 40.24812(N)    093 48 48.61226(W)     ADJUSTED  
 EJ2052* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 EJ2052  ___________________________________________________________________
 EJ2052  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 EJ2052  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 EJ2052
 EJ2052  HORZ ORDER  -  SECOND
 EJ2052
 EJ2052.The horizontal coordinates were established by classical geodetic methods
 EJ2052.and adjusted by the National Geodetic Survey in September 1999..
 EJ2052
 EJ2052.The orthometric height was scaled from a topographic map.
 EJ2052
 EJ2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2052
 EJ2052.The geoid height was determined by GEOID03.
 EJ2052
 EJ2052;                    North         East     Units Scale Factor Converg.
 EJ2052;SPC AR N     -    63,785.277   234,244.485   MT  1.00000786   -1 03 19.0
 EJ2052;SPC AR N     -   209,268.86    768,517.11   sFT  1.00000786   -1 03 19.0
 EJ2052;UTM  15      - 3,861,646.978   425,670.457   MT  0.99966809   -0 27 55.4
 EJ2052
 EJ2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2052!SPC AR N     -   0.99993203  x   1.00000786  =   0.99993989
 EJ2052!UTM  15      -   0.99993203  x   0.99966809  =   0.99960014
 EJ2052
 EJ2052                          SUPERSEDED SURVEY CONTROL
 EJ2052
 EJ2052  NAD 83(1997)-  34 53 40.25654(N)    093 48 48.60927(W) AD(       ) 2
 EJ2052  NAD 83(1986)-  34 53 40.25628(N)    093 48 48.60529(W) AD(       ) 2
 EJ2052  NAD 27      -  34 53 39.91100(N)    093 48 47.88300(W) AD(       ) 2
 EJ2052
 EJ2052.Superseded values are not recommended for survey control.
 EJ2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2052.See file dsdata.txt to determine how the superseded data were derived.
 EJ2052
 EJ2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2567061647(NAD 83)
 EJ2052_MARKER: Z = SEE DESCRIPTION
 EJ2052_SETTING: 0 = UNSPECIFIED SETTING
 EJ2052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ2052
 EJ2052  HISTORY     - Date     Condition        Report By
 EJ2052  HISTORY     - 1956     MONUMENTED       USFS
 EJ2052  HISTORY     - 1959     GOOD             CGS
 EJ2052
 EJ2052                          STATION DESCRIPTION
 EJ2052
 EJ2052'DESCRIBED BY US FOREST SERVICE 1956 (LSB)
 EJ2052'THE MARKER IS A ROUND POST 2 FEET HIGH, WITH METAL TAG INSCRIBED
 EJ2052'T 3 N, R 26, S 19 (DATE 9-1-38).  IT IS 105.8 FEET EAST-NORTHEAST
 EJ2052'OF TRIANGULATION STATION JAMES 1956.
 EJ2052
 EJ2052                          STATION RECOVERY (1959)
 EJ2052
 EJ2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EJ2052'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2052'CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.  THE
 EJ2052'U.S. GEOLOGICAL SURVEY HAS DETERMINED THE ELEVATION OF THE
 EJ2052'STATION AND THE ELEVATION IS PAINTED IN WHITE NUMBERS ON A
 EJ2052'TREE TO THE NORTHEAST OF THE STATION MARK.
 EJ2052'
 EJ2052'DUE TO SOME CHANGES IN THE ROADS A NEW DESCRIPTION TO REACH
 EJ2052'FOLLOWS.
 EJ2052'
 EJ2052'TO REACH FROM NOLA, FROM THE POST OFFICE, GO WEST ON THE HIGHWAY
 EJ2052'FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT OFF HIGHWAY
 EJ2052'AND FOLLOW MAIN ROAD FOR 1.05 MILES TO A SIDE ROAD LEFT,
 EJ2052'TURN LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 3.85 MILES TO A
 EJ2052'REVERSE FORK, CONTINUE ON MAIN TRAVELED ROAD FOR 1.8 MILES
 EJ2052'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2885 ***********************************************************************
 EH2885  DESIGNATION -  T4N R3E SECS 16 21 1/4 COR
 EH2885  PID         -  EH2885
 EH2885  STATE/COUNTY-  AR/ST FRANCIS
 EH2885  USGS QUAD   -  HAYNES (1992)
 EH2885
 EH2885                         *CURRENT SURVEY CONTROL
 EH2885  ___________________________________________________________________
 EH2885* NAD 83(1997)-  34 56 58.18443(N)    090 47 27.20864(W)     ADJUSTED  
 EH2885* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 EH2885  ___________________________________________________________________
 EH2885  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EH2885  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2885
 EH2885  HORZ ORDER  -  SECOND
 EH2885
 EH2885.The horizontal coordinates were established by classical geodetic methods
 EH2885.and adjusted by the National Geodetic Survey in September 1999..
 EH2885
 EH2885.The orthometric height was scaled from a topographic map.
 EH2885
 EH2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2885
 EH2885.The geoid height was determined by GEOID03.
 EH2885
 EH2885;                    North         East     Units Scale Factor Converg.
 EH2885;SPC AR N     -    69,036.602   510,441.975   MT  0.99999686   +0 42 12.9
 EH2885;SPC AR N     -   226,497.59  1,674,675.05   sFT  0.99999686   +0 42 12.9
 EH2885;SPC AR S     -   653,859.277   510,447.598   MT  1.00004589   +0 40 36.2
 EH2885;SPC AR S     - 2,145,203.31  1,674,693.49   sFT  1.00004589   +0 40 36.2
 EH2885;UTM  15      - 3,869,670.773   701,725.928   MT  1.00010156   +1 15 57.3
 EH2885
 EH2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2885!SPC AR N     -   0.99999513  x   0.99999686  =   0.99999199
 EH2885!SPC AR S     -   0.99999513  x   1.00004589  =   1.00004102
 EH2885!UTM  15      -   0.99999513  x   1.00010156  =   1.00009669
 EH2885
 EH2885                          SUPERSEDED SURVEY CONTROL
 EH2885
 EH2885  NAD 83(1997)-  34 56 58.18885(N)    090 47 27.20723(W) AD(       ) 2
 EH2885  NAD 83(1986)-  34 56 58.19321(N)    090 47 27.20720(W) AD(       ) 2
 EH2885  NAD 27      -  34 56 57.85520(N)    090 47 26.80060(W) AD(       ) 2
 EH2885
 EH2885.Superseded values are not recommended for survey control.
 EH2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2885.See file dsdata.txt to determine how the superseded data were derived.
 EH2885
 EH2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0172669671(NAD 83)
 EH2885_MARKER: I = METAL ROD
 EH2885_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EH2885_SP_SET: OBJECT DRIVEN INTO GROUND
 EH2885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2885
 EH2885  HISTORY     - Date     Condition        Report By
 EH2885  HISTORY     - 1953     MONUMENTED       CGS
 EH2885
 EH2885                          STATION DESCRIPTION
 EH2885
 EH2885'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EH2885'SEE STATION BONAIR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2090 ***********************************************************************
 FF2090  DESIGNATION -  T6N R2E SECS 29 30 31 32
 FF2090  PID         -  FF2090
 FF2090  STATE/COUNTY-  AR/ST FRANCIS
 FF2090  USGS QUAD   -  HAWKINS (1984)
 FF2090
 FF2090                         *CURRENT SURVEY CONTROL
 FF2090  ___________________________________________________________________
 FF2090* NAD 83(1997)-  35 06 11.10969(N)    090 55 08.13223(W)     ADJUSTED  
 FF2090* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 FF2090  ___________________________________________________________________
 FF2090  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FF2090  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF2090
 FF2090  HORZ ORDER  -  SECOND
 FF2090
 FF2090.The horizontal coordinates were established by classical geodetic methods
 FF2090.and adjusted by the National Geodetic Survey in September 1999..
 FF2090.No horizontal observational check was made to the station.
 FF2090
 FF2090.The orthometric height was scaled from a topographic map.
 FF2090
 FF2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2090
 FF2090.The geoid height was determined by GEOID03.
 FF2090
 FF2090;                    North         East     Units Scale Factor Converg.
 FF2090;SPC AR N     -    85,938.760   498,560.530   MT  0.99997097   +0 37 44.7
 FF2090;SPC AR N     -   281,950.75  1,635,694.01   sFT  0.99997097   +0 37 44.7
 FF2090;UTM  15      - 3,886,456.391   689,677.253   MT  1.00004341   +1 11 49.5
 FF2090
 FF2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2090!SPC AR N     -   0.99999452  x   0.99997097  =   0.99996549
 FF2090!UTM  15      -   0.99999452  x   1.00004341  =   1.00003793
 FF2090
 FF2090                          SUPERSEDED SURVEY CONTROL
 FF2090
 FF2090  NAD 83(1997)-  35 06 11.11670(N)    090 55 08.12980(W) AD(       ) 2
 FF2090  NAD 83(1986)-  35 06 11.11899(N)    090 55 08.13128(W) AD(       ) 2
 FF2090  NAD 27      -  35 06 10.79280(N)    090 55 07.70830(W) AD(       ) 2
 FF2090
 FF2090.Superseded values are not recommended for survey control.
 FF2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2090.See file dsdata.txt to determine how the superseded data were derived.
 FF2090
 FF2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8967786456(NAD 83)
 FF2090_MARKER: DD = SURVEY DISK
 FF2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2090+STABILITY: SURFACE MOTION
 FF2090
 FF2090  HISTORY     - Date     Condition        Report By
 FF2090  HISTORY     - 1954     MONUMENTED       BLM
 FF2090
 FF2090                          STATION DESCRIPTION
 FF2090
 FF2090'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1954
 FF2090'SEE STATION ROUGH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2739 ***********************************************************************
 FE2739  DESIGNATION -  TACAN BLYTHEVILLE AFB BYH
 FE2739  PID         -  FE2739
 FE2739  STATE/COUNTY-  AR/MISSISSIPPI
 FE2739  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2739
 FE2739                         *CURRENT SURVEY CONTROL
 FE2739  ___________________________________________________________________
 FE2739* NAD 83(1997)-  35 57 23.15130(N)    089 56 26.07836(W)     ADJUSTED  
 FE2739* NAVD 88     -                                                        
 FE2739  ___________________________________________________________________
 FE2739  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE2739  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2739
 FE2739  HORZ ORDER  -  THIRD
 FE2739
 FE2739.This mark is at Arkansas Int Airport (BYH)
 FE2739
 FE2739.The horizontal coordinates were established by classical geodetic methods
 FE2739.and adjusted by the National Geodetic Survey in September 1999..
 FE2739
 FE2739
 FE2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2739
 FE2739.The geoid height was determined by GEOID03.
 FE2739
 FE2739;                    North         East     Units Scale Factor Converg.
 FE2739;SPC AR N     -   182,014.188   585,765.688   MT  0.99995697   +1 11 54.2
 FE2739;SPC AR N     -   597,158.22  1,921,799.59   sFT  0.99995697   +1 11 54.2
 FE2739;SPC MO E     -    13,802.293   300,464.228   MT  0.99996470   +0 19 42.5
 FE2739;UTM  16      - 3,983,114.134   234,790.605   MT  1.00046677   -1 43 39.5
 FE2739;UTM  15      - 3,983,444.069   775,931.131   MT  1.00053828   +1 47 51.1
 FE2739
 FE2739                          SUPERSEDED SURVEY CONTROL
 FE2739
 FE2739  NAD 83(1997)-  35 57 23.15382(N)    089 56 26.08046(W) AD(       ) 4
 FE2739  NAD 83(1986)-  35 57 23.16441(N)    089 56 26.07809(W) AD(       ) 4
 FE2739  NAD 27      -  35 57 22.90500(N)    089 56 25.76300(W) AD(       ) 3
 FE2739
 FE2739.Superseded values are not recommended for survey control.
 FE2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2739.See file dsdata.txt to determine how the superseded data were derived.
 FE2739
 FE2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3479183114(NAD 83)
 FE2739
 FE2739  HISTORY     - Date     Condition        Report By
 FE2739  HISTORY     - 1960     FIRST OBSERVED   CGS
 FE2739  HISTORY     - 1965     GOOD             CGS
 FE2739
 FE2739                          STATION DESCRIPTION
 FE2739
 FE2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2739'THE STATION IS THE TOP CENTER OF THE TACAN, LOCATED IN A LARGE OPEN
 FE2739'AREA, ON THE BLYTHEVILLE AIR FORCE BASE, ABOUT 1/2 MILE EAST OF THE
 FE2739'RUNWAY.
 FE2739'
 FE2739'THE TOWER IS A 4 LEGGED STEEL STRUCTURE ABOUT 40 FEET HIGH.  THIS
 FE2739'STATION WAS NOT VISITED.
 FE2739
 FE2739                          STATION RECOVERY (1965)
 FE2739
 FE2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2739'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FE2739'CONDITION.  THE STEEL TOWER HAS BEEN
 FE2739'SHORTENED APPROXIMATELY 18 FEET, BUT THE TACAN DRUM REMAINS IN THE
 FE2739'SAME POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0856 ***********************************************************************
 EK0856  DESIGNATION -  TALL PK RESET
 EK0856  PID         -  EK0856
 EK0856  STATE/COUNTY-  AR/POLK
 EK0856  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0856
 EK0856                         *CURRENT SURVEY CONTROL
 EK0856  ___________________________________________________________________
 EK0856* NAD 83(1997)-  34 23 11.70185(N)    094 02 33.65031(W)     ADJUSTED  
 EK0856* NAVD 88     -       711.3    (meters)    2334.     (feet)  VERTCON   
 EK0856  ___________________________________________________________________
 EK0856  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 EK0856  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EK0856
 EK0856  HORZ ORDER  -  SECOND
 EK0856
 EK0856.The horizontal coordinates were established by classical geodetic methods
 EK0856.and adjusted by the National Geodetic Survey in September 1999..
 EK0856
 EK0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0856
 EK0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0856
 EK0856.The geoid height was determined by GEOID03.
 EK0856
 EK0856;                    North         East     Units Scale Factor Converg.
 EK0856;SPC AR S     -   592,635.711   212,170.800   MT  0.99993730   -1 08 35.8
 EK0856;SPC AR S     - 1,944,339.00    696,097.03   sFT  0.99993730   -1 08 35.8
 EK0856;UTM  15      - 3,805,513.594   404,147.157   MT  0.99971325   -0 35 20.1
 EK0856
 EK0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0856!SPC AR S     -   0.99989283  x   0.99993730  =   0.99983014
 EK0856!UTM  15      -   0.99989283  x   0.99971325  =   0.99960612
 EK0856
 EK0856|---------------------------------------------------------------------|
 EK0856| PID    Reference Object                     Distance      Geod. Az  |
 EK0856|                                                           dddmmss.s |
 EK0856| CX6359 TALL PK RM 2                         19.308 METERS 01005     |
 EK0856| EK0260 Y 133                                              0853007.3 |
 EK0856| CX6358 TALL PK RM 1                         16.928 METERS 31222     |
 EK0856|---------------------------------------------------------------------|
 EK0856
 EK0856                          SUPERSEDED SURVEY CONTROL
 EK0856
 EK0856  NAD 83(1997)-  34 23 11.70736(N)    094 02 33.64787(W) AD(       ) 2
 EK0856  NAD 83(1986)-  34 23 11.70973(N)    094 02 33.64317(W) AD(       ) 2
 EK0856  NAD 27      -  34 23 11.32080(N)    094 02 32.93140(W) AD(       ) 2
 EK0856  NGVD 29 (07/19/86)  711.2    (m)         2333.     (f) VERT ANG       
 EK0856
 EK0856.Superseded values are not recommended for survey control.
 EK0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0856.See file dsdata.txt to determine how the superseded data were derived.
 EK0856
 EK0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0414705514(NAD 83)
 EK0856_MARKER: DS = TRIANGULATION STATION DISK
 EK0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0856_STAMPING: TALL PEAK 1957 1966
 EK0856_PROJECTION: FLUSH
 EK0856
 EK0856  HISTORY     - Date     Condition        Report By
 EK0856  HISTORY     - 1966     MONUMENTED       CGS
 EK0856  HISTORY     - 19860327 GOOD             LOCSUR
 EK0856
 EK0856                          STATION DESCRIPTION
 EK0856
 EK0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LFS)
 EK0856'THE STATION WAS VISITED 10-29-66 TO REESTABLISH THE STATION
 EK0856'SURFACE AND SUB-SURFACE MARKS, AFTER THE TOP OF THE HILL HAD
 EK0856'BEEN LEVELED FOR ARMY INSTALLATIONS.  THE REFERENCE MARK NO. 3
 EK0856'AND REFERENCE POINTS 1, 2 AND 3 ESTABLISHED 5/3/66 WERE FOUND
 EK0856'IN GOOD CONDITION AND A NEW STATION MARK WAS ESTABLISHED FROM
 EK0856'THE MEASUREMENTS AND THE ANGLES TO THESE POINTS.  A NEW
 EK0856'DESCRIPTION FOLLOWS--
 EK0856'
 EK0856'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF UMPIRE, AND
 EK0856'6 MILES NORTHWEST OF ATHENS ON STATE LAND ON THE TOP OF A
 EK0856'TALL PEAK LOCALLY KNOWN AS TALL PEAK, AND AT THE SITE OF THE
 EK0856'TALL PEAK LOOKOUT TOWER.  IT IS NEAR THE CENTER OF A CLEARED
 EK0856'LEVELED AREA EAST OF THE LOOKOUT TOWER, 112 FEET SOUTH OF THE
 EK0856'CENTER OF THE ROAD LEADING TO THE STATION WHERE THE ROAD
 EK0856'CIRLES THE TOP OF THE HILL, 97 FEET WEST OF THE CENTER
 EK0856'OF THE ROAD, 79 FEET NORTH OF THE CENTER OF THE ROAD, 53
 EK0856'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE STEPS OF
 EK0856'THE LOOKOUT TOWER, 42.5 FEET EAST OF THE SOUTHEAST CORNER
 EK0856'OF THE LOOKOUT TOWER.  IT IS A STANDARD TRIANGULATION DISK,
 EK0856'STAMPED TALL PEAK 1957 1966, FLUSH WITH THE GROUND.
 EK0856'
 EK0856'REFERENCE MARK NO. 3 IS 45.20 FEET WNW OF THE STATION, SET
 EK0856'IN A DRILL HOLE IN THE THRESHOLD OF THE DOORWAY TO THE LOOKOUT
 EK0856'TOWER, IN THE CENTER OF THE DOORWAY IN THE EAST SIDE OF
 EK0856'THE BUILDING.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 EK0856'TALL PK NO 3 1957
 EK0856'
 EK0856'REFERENCE MARK NO. 4 IS 74.56 FEET NORTH OF THE STATION,
 EK0856'41 FEET SOUTH OF THE CENTER OF THE ROAD, 71 FEET NORTH OF THE
 EK0856'NORTHEAST CORNER OF THE LOOKOUT TOWER, FLUSH WITH THE GROUND.
 EK0856'IT IS A STANDARD REFERENCE MARK DISK STAMPED TALL PEAK 1957
 EK0856'NO 4 1966.
 EK0856'
 EK0856'THE AZIMUTH MARK (BENCH MARK Y 133) IS 2. MILE EAST OF THE
 EK0856'STATION, AT A POINT WHERE THE ROAD CROSSES THE SUMMIT OF THE
 EK0856'RIDGE AND A ROAD LEADS WEST TO THE LOOKOUT TOWER, 45 FEET
 EK0856'NORTHEAST OF THE T ROAD INTERSECTION, 30 FEET NORTHEAST
 EK0856'OF A SIGN TALL PEAK TOWER 2 MILES AND 1 FOOT NORTH OF A METAL
 EK0856'WITNESS POST.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 EK0856'TOP OF A SQUARE POST PROJECTING 4 INCHES.
 EK0856'
 EK0856'REFERENCE PT 1. IS THE HEAD OF A NAIL CEMENTED IN THE SOUTH
 EK0856'WALL OF THE LOOKOUT TOWER, 2 FEET ABOVE THE GROUND, 3.6 FEET
 EK0856'WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 EK0856'
 EK0856'REFERENCE PT 2 IS THE POINT OF A NAIL CEMENTED IN THE SOUTHEAST
 EK0856'CORNER OF THE LOOKOUT TOWER AND ABOUT 2 FEET ABOVE THE GROUND.
 EK0856'
 EK0856'REFERENCE PT 3 IS THE POINT OF A NAIL CEMENTED IN THE EAST
 EK0856'END OF THE SECOND STEP FROM THE BOTTOM AT THE NORTHEAST CORNER
 EK0856'OF THE STAIRWAY TO THE LOOKOUT TOWER.
 EK0856'
 EK0856'TO REACH THE STATION FROM THE POST OFFICE IN ATHENS GO NORTH
 EK0856'AND NORTHWESTERLY ON A GRADED ROAD FOR 2.3 MILES TO A T-ROAD
 EK0856'RIGHT AND SIGN MENA AND BIG FORK.  TURN RIGHT AND FOLLOW
 EK0856'GRADED ROAD FOR 6.2 MILES TO A SIDE ROAD AT THE SUMMIT OF THE
 EK0856'RIDGE AND BENCH MARK Y 133 ON THE RIGHT.  TURN LEFT AND GO
 EK0856'WEST UP HILL FOR 2.0 MILES TO THE TOP OF THE HILL AND THE
 EK0856'TALL PEAK LOOKOUT TOWER AND THE STATION.
 EK0856'
 EK0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NW OF
 EK0856'ATHENS
 EK0856'
 EK0856'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 EK0856
 EK0856                          STATION RECOVERY (1986)
 EK0856
 EK0856'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JMH)
 EK0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1823 ***********************************************************************
 EJ1823  DESIGNATION -  TALLEY
 EJ1823  PID         -  EJ1823
 EJ1823  STATE/COUNTY-  AR/GRANT
 EJ1823  USGS QUAD   -  SHERIDAN (1984)
 EJ1823
 EJ1823                         *CURRENT SURVEY CONTROL
 EJ1823  ___________________________________________________________________
 EJ1823* NAD 83(1997)-  34 16 17.85943(N)    092 26 46.58081(W)     ADJUSTED  
 EJ1823* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 EJ1823  ___________________________________________________________________
 EJ1823  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 EJ1823  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EJ1823
 EJ1823  HORZ ORDER  -  SECOND
 EJ1823
 EJ1823.The horizontal coordinates were established by classical geodetic methods
 EJ1823.and adjusted by the National Geodetic Survey in September 1999..
 EJ1823
 EJ1823.The orthometric height was scaled from a topographic map.
 EJ1823
 EJ1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1823
 EJ1823.The geoid height was determined by GEOID03.
 EJ1823
 EJ1823;                    North         East     Units Scale Factor Converg.
 EJ1823;SPC AR S     -   578,100.232   358,906.039   MT  0.99992701   -0 14 59.2
 EJ1823;SPC AR S     - 1,896,650.51  1,177,510.90   sFT  0.99992701   -0 14 59.2
 EJ1823;UTM  15      - 3,792,412.879   550,972.494   MT  0.99963203   +0 18 42.6
 EJ1823
 EJ1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1823!SPC AR S     -   0.99998794  x   0.99992701  =   0.99991495
 EJ1823!UTM  15      -   0.99998794  x   0.99963203  =   0.99961997
 EJ1823
 EJ1823|---------------------------------------------------------------------|
 EJ1823| PID    Reference Object                     Distance      Geod. Az  |
 EJ1823|                                                           dddmmss.s |
 EJ1823| CY6580 TALLEY RM 1                          28.117 METERS 04311     |
 EJ1823| EJ1825 SHERIDAN FIRST LAND MK BAP CH       APPROX. 5.5 KM 0440307.1 |
 EJ1823| EJ1822 SHERIDAN MUNICIPAL TANK             APPROX. 6.0 KM 0441819.8 |
 EJ1823| CY6579 TALLEY AZ MK                                       1374629.9 |
 EJ1823| CY6581 TALLEY RM 2                          29.157 METERS 30933     |
 EJ1823|---------------------------------------------------------------------|
 EJ1823
 EJ1823                          SUPERSEDED SURVEY CONTROL
 EJ1823
 EJ1823  NAD 83(1986)-  34 16 17.86959(N)    092 26 46.57185(W) AD(       ) 2
 EJ1823  NAD 27      -  34 16 17.52279(N)    092 26 46.01090(W) AD(       ) 2
 EJ1823
 EJ1823.Superseded values are not recommended for survey control.
 EJ1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1823.See file dsdata.txt to determine how the superseded data were derived.
 EJ1823
 EJ1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5097292413(NAD 83)
 EJ1823_MARKER: DS = TRIANGULATION STATION DISK
 EJ1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1823
 EJ1823  HISTORY     - Date     Condition        Report By
 EJ1823  HISTORY     - 1964     MONUMENTED       CGS
 EJ1823
 EJ1823                          STATION DESCRIPTION
 EJ1823
 EJ1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1823'THE STATION IS ABOUT 4 MILES SOUTHWEST OF SHERIDAN, IN THE
 EJ1823'SOUTHEAST 1/4 OF SECTION 19, T 5 S, R 13 W. AND ON THE PROPERTY
 EJ1823'OF MR. CECIL TALLEY.  IT IS ON THE HIGHEST PART OF A HILL
 EJ1823'IN A PASTURE ABOUT 350 FEET WEST OF MR. TALLEYS HOUSE, 6
 EJ1823'FEET NORTH OF A WITNESS POST, 24 FEET NORTHEAST OF THE
 EJ1823'CENTERLINE OF A TRACK ROAD AND 39 FEET NORTHEAST OF A TWIN
 EJ1823'TRUNK PINE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 EJ1823'STAMPED TALLEY 1964.
 EJ1823'
 EJ1823'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 EJ1823'HIGHWAY 46 IN SHERIDAN, GO SOUTHWEST ON HIGHWAY 46 FOR 3.4
 EJ1823'MILES TO A Y-FORK*.  TAKE THE RIGHT FORK AND GO SOUTHWEST
 EJ1823'ON A GRAVELED ROAD FOR 0.05 MILE TO A CROSSROAD.  CONTINUE
 EJ1823'SOUTHWEST ON THE GRAVELED ROAD FOR 0.05 MILE TO A GRAVELED
 EJ1823'DRIVEWAY LEADING TO MR. TALLEYS HOUSE ON THE RIGHT AND A
 EJ1823'WIRE GATE LEADING INTO A PASTURE.  PASS THROUGH THE WIRE
 EJ1823'GATE AND GO WESTERLY ACROSS THE PASTURE FOR 0.05 MILE TO
 EJ1823'THE STATION ON THE HIGHEST POINT OF THE HILL.
 EJ1823'
 EJ1823'*TO REACH THE AZIMUTH FROM THIS POINT, CONTINUE SOUTHERLY
 EJ1823'ON HIGHWAY 46 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EJ1823'
 EJ1823'REFERENCE MARK 1 IS 96 FEET NORTHEAST OF THE WITNESS POST AND
 EJ1823'108 FEET EAST OF THE TRACK ROAD.  THE MONUMENT IS FLUSH
 EJ1823'AND THE DISK IS STAMPED TALLEY NO 1 1964.
 EJ1823'
 EJ1823'REFERENCE MARK 2 IS 2 FEET EAST OF A WIRE FENCE, 20 FEET
 EJ1823'NORTH OF A 10 INCH OAK TREE, 27 FEET NORTHWEST OF THE CENTERLINE
 EJ1823'OF THE TRACK ROAD AND 100 FEET NORTHWEST OF THE WITNESS
 EJ1823'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED TALLEY
 EJ1823'NO 2 1964.
 EJ1823'
 EJ1823'THE AZIMUTH MARK IS 2 FEET NORTHEAST OF A WITNESS POST, 18
 EJ1823'FEET NORTHWEST OF A POWER POLE, 20 FEET SOUTHEAST OF THE
 EJ1823'CENTERLINE OF A GRAVELED DRIVEWAY, 99 FEET EAST OF THE
 EJ1823'CENTERLINE OF HIGHWAY 46 AND 115 FEET WEST OF THE SOUTHWEST
 EJ1823'CORNER OF A FRAME HOUSE.  THE MONUMENT PROJECTS 3 INCHES
 EJ1823'AND THE DISK IS STAMPED TALLEY 1964.
 EJ1823'
 EJ1823'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1103 ***********************************************************************
 EH1103  DESIGNATION -  TANK
 EH1103  PID         -  EH1103
 EH1103  STATE/COUNTY-  AR/PRAIRIE
 EH1103  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1103
 EH1103                         *CURRENT SURVEY CONTROL
 EH1103  ___________________________________________________________________
 EH1103* NAD 83(1997)-  34 47 43.93986(N)    091 26 20.38017(W)     ADJUSTED  
 EH1103* NAVD 88     -        55.999  (meters)     183.72   (feet)  ADJUSTED  
 EH1103  ___________________________________________________________________
 EH1103  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 EH1103  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1103  DYNAMIC HT  -          55.947 (meters)     183.55  (feet)  COMP
 EH1103  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 EH1103
 EH1103  HORZ ORDER  -  FIRST
 EH1103  VERT ORDER  -  FIRST     CLASS II
 EH1103
 EH1103.The horizontal coordinates were established by classical geodetic methods
 EH1103.and adjusted by the National Geodetic Survey in September 1999..
 EH1103
 EH1103.The orthometric height was determined by differential leveling
 EH1103.and adjusted by the National Geodetic Survey in June 1991..
 EH1103
 EH1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1103
 EH1103.The geoid height was determined by GEOID03.
 EH1103
 EH1103.The dynamic height is computed by dividing the NAVD 88
 EH1103.geopotential number by the normal gravity value computed on the
 EH1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1103.degrees latitude (g = 980.6199 gals.).
 EH1103
 EH1103.The modeled gravity was interpolated from observed gravity values.
 EH1103
 EH1103;                    North         East     Units Scale Factor Converg.
 EH1103;SPC AR S     -   636,267.555   451,340.310   MT  1.00000657   +0 18 50.4
 EH1103;SPC AR S     - 2,087,487.80  1,480,772.33   sFT  1.00000657   +0 18 50.4
 EH1103;UTM  15      - 3,851,479.744   642,803.963   MT  0.99985135   +0 53 27.4
 EH1103
 EH1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1103!SPC AR S     -   0.99999543  x   1.00000657  =   1.00000200
 EH1103!UTM  15      -   0.99999543  x   0.99985135  =   0.99984678
 EH1103
 EH1103:                Primary Azimuth Mark                     Grid Az
 EH1103:SPC AR S     -  BRIDGE                                   254 18 12.8
 EH1103:UTM  15      -  BRIDGE                                   253 43 35.8
 EH1103
 EH1103|---------------------------------------------------------------------|
 EH1103| PID    Reference Object                     Distance      Geod. Az  |
 EH1103|                                                           dddmmss.s |
 EH1103| EH2937 BRIDGE                              400.943 METERS 2543703.2 |
 EH1103| CY5962 DRILL HOLE NEAR TANK                               26227     |
 EH1103| EH1104 TANK RM 1                            21.681 METERS 31532     |
 EH1103|---------------------------------------------------------------------|
 EH1103
 EH1103                          SUPERSEDED SURVEY CONTROL
 EH1103
 EH1103  NAD 83(1986)-  34 47 43.94681(N)    091 26 20.37520(W) AD(       ) 1
 EH1103  NAD 27      -  34 47 43.60751(N)    091 26 19.91128(W) AD(       ) 1
 EH1103  NGVD 29 (??/??/92)   56.000  (m)          183.73   (f) ADJ UNCH    1 2
 EH1103
 EH1103.Superseded values are not recommended for survey control.
 EH1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1103.See file dsdata.txt to determine how the superseded data were derived.
 EH1103
 EH1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4280451480(NAD 83)
 EH1103_MARKER: DS = TRIANGULATION STATION DISK
 EH1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1103_STAMPING: TANK 1916 B M 1920
 EH1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1103+STABILITY: SURFACE MOTION
 EH1103
 EH1103  HISTORY     - Date     Condition        Report By
 EH1103  HISTORY     - 1916     MONUMENTED       CGS
 EH1103  HISTORY     - 1935     GOOD             CGS
 EH1103  HISTORY     - 1951     GOOD             CGS
 EH1103  HISTORY     - 1954     GOOD             CGS
 EH1103  HISTORY     - 1954     GOOD             CGS
 EH1103
 EH1103                          STATION DESCRIPTION
 EH1103
 EH1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH1103'STATION IS TWENTY-ONE METERS (69 FEET) S OF S RIGHT-OF-WAY FENCE
 EH1103'OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 1.5 MILES E OF
 EH1103'DE VALLS BLUFF RAILWAY STATION, 36.08 METERS (118.4 FEET) S OF
 EH1103'S RAIL OF MAIN TRACK, ON PROLONGATION OF EASTWARD TANGENT
 EH1103'TO CURVE OF N RAIL OF MAIN TRACK, AND ABOUT 170 METERS
 EH1103'(558 FEET) W OF POINT OF TANGENCY.
 EH1103'
 EH1103'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 EH1103'IN CONCRETE.
 EH1103'
 EH1103'A STANDARD REFERENCE DISK SET IN CONCRETE, IS 0.3 METER
 EH1103'(1 FOOT) N OF S RIGHT-OF-WAY FENCE AND 21.681 METERS (71.13
 EH1103'FEET) FROM STATION, N 44 DEG 28 MIN W.
 EH1103'
 EH1103'DRILL HOLE IN CONCRETE BASE OF SE PIER OF RAILWAY WATER TANK
 EH1103'IS 58.210 METERS (190.98 FEET) FROM STATION,
 EH1103'S 82 DEG 27 MIN W.
 EH1103'
 EH1103'STATION AND REFERENCE MARKS ARE STAMPED TANK 1916 B.M. 1920.
 EH1103'ELEVATION OF STATION IS 55.983 METERS (183.671 FEET).
 EH1103
 EH1103                          STATION RECOVERY (1935)
 EH1103
 EH1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH1103'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EH1103'
 EH1103'REFERENCE MARK NO.1, STAMPED TANK R.M.NO.1,1916, RECOVERED
 EH1103'IN GOOD CONDITION, 0.3 METER (1 FOOT) N OF S FENCE LINE OF
 EH1103'RIGHT-OF-WAY AND 21.66 METERS (71.04 FEET) FROM STATION.  THE
 EH1103'DRILL HOLE IN CONCRETE BASE OF SE PIER OF RAILROAD WATER TANK
 EH1103'IS 58.210 METERS (190.98 FEET) FROM STATION, S 82 DEG 27 MIN W.
 EH1103'27 MIN.  THIS TANK HAS BEEN REMOVED, BUT PIER BASES ARE STILL
 EH1103'IN ORIGINAL LOCATION.  DRILL HOLE IS VERY DIM, BUT WAS
 EH1103'RECOVERED.
 EH1103'
 EH1103'REFERENCE MARK NO.2, NEWLY ESTABLISHED, IS A STANDARD BRONZE
 EH1103'DISK SET IN A 14- BY 14- BY 30-INCH CONCRETE PIER, STAMPED
 EH1103'R.M. NO.2 1935, 1.8 FEET S OF S FENCE LINE OF RAILROAD
 EH1103'RIGHT-OF-WAY, 47.74 FEET S OF S RAILROAD RAIL, AND 27.845
 EH1103'METERS (41.34 FEET) FROM STATION, N 01 DEG 32 MIN 04 SEC E.
 EH1103'
 EH1103'DISTANCE FROM REFERENCE MARK NO.2 TO REFERENCE MARK NO.
 EH1103'1 IS 20.14 METERS (66.08 FEET), S 52 DEG 05 MIN W.
 EH1103
 EH1103                          STATION RECOVERY (1951)
 EH1103
 EH1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 EH1103'STATION WAS RECOVERED AND FOUND AS DESCRIBED AND IN GOOD
 EH1103'CONDITION.  THE TANK AND CONCRETE FOUNDATION PREVIOUSLY
 EH1103'MENTIONED HAVE BEEN REMOVED.  REFERENCE MARK 1 (1916) WAS
 EH1103'RECOVERED AS DESCRIBED.  IT IS IN A LEANING POSITION.
 EH1103'
 EH1103'REFERENCE MARK 2 (1935) WAS FOUND AS DESCRIBED AND IN GOOD
 EH1103'CONDITION.  THE DISTANCE GIVEN IN METERS IS CORRECT.  THE
 EH1103'DISTANCE GIVEN IN FEET IS AN ERROR.
 EH1103'
 EH1103'THIS IS A TRAVERSE STATION.
 EH1103
 EH1103                          STATION RECOVERY (1954)
 EH1103
 EH1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH1103'1.6 MI. E ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1103'FROM THE STATION AT DE VALLS BLUFF, 0.15 MI. N OF REX GRILL,
 EH1103'11 RAILS E OF THE E END OF A TRESTLE OVER WHITE RIVER,
 EH1103'185 FT. W OF THE CENTERLINE OF U.S. HIGHWAY 70, 117 FT. S OF
 EH1103'THE S RAIL, 47.6 FT. SW OF A 30-IN. OAK TREE, AND 17.8
 EH1103'FT. W OF THE NW CORNER OF A GREEN CABIN.  A
 EH1103'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 EH1103'WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, AND STAMPED
 EH1103'TANK 1916 BM 1920.
 EH1103'
 EH1103'REFERENCE MARK 1 IS 73.0 FT. NW OF THE STATION, 44.3 FT. SE
 EH1103'OF THE SE RAIL, 2 FT. NW OF A FENCE, AND 265 FT. W OF THE
 EH1103'CENTERLINE OF U.S. HIGHWAY 70.  A REFERENCE-MARK DISK, SET
 EH1103'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE
 EH1103'THE GROUND, AND STAMPED TANK RM 1 1916 1920.  THIS MARK
 EH1103'IS LEANING BADLY.
 EH1103'
 EH1103'REFERENCE MARK 2 IS 91.3 FT. N OF THE STATION, 224 FT. W OF
 EH1103'THE CENTERLINE OF U.S. HIGHWAY 70, 48.4 FT. SE OF THE SE RAIL,
 EH1103'60 FT. NW OF A 30-IN. OAK TREE, 7 FT. S OF AN 8-IN. OAK TREE,
 EH1103'AND 1.8 FT. SE OF A FENCE.  A REFERENCE-MARK DISK, SET IN
 EH1103'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 EH1103'AND STAMPED RM 2 TANK 1916 1920.
 EH1103
 EH1103                          STATION RECOVERY (1954)
 EH1103
 EH1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1103'1.6 MI E FROM DE VALLS BLUFF.
 EH1103'1.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1103'FROM THE STATION AT DE VALLS BLUFF, 0.15 MILE NORTH OF THE REX GRILL,
 EH1103'11 RAILS EAST OF THE EAST END OF A TRESTLE OVER THE WHITE RIVER, 185
 EH1103'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 70, 117 FEET SOUTH OF THE
 EH1103'SOUTH RAIL, 47.6 FEET SOUTHWEST OF A 30 INCH OAK TREE, 17.8 FEET WEST
 EH1103'OF THE NORTHWEST CORNER OF A GREEN CABIN, SET IN THE TOP OF A CONCRETE
 EH1103'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1105 ***********************************************************************
 EH1105  DESIGNATION -  TANK RM 2
 EH1105  PID         -  EH1105
 EH1105  STATE/COUNTY-  AR/PRAIRIE
 EH1105  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1105
 EH1105                         *CURRENT SURVEY CONTROL
 EH1105  ___________________________________________________________________
 EH1105* NAD 83(1986)-  34 47 43.     (N)    091 26 19.     (W)     SCALED    
 EH1105* NAVD 88     -        55.580  (meters)     182.35   (feet)  ADJUSTED  
 EH1105  ___________________________________________________________________
 EH1105  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1105  DYNAMIC HT  -          55.528 (meters)     182.18  (feet)  COMP
 EH1105  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 EH1105
 EH1105  VERT ORDER  -  FIRST     CLASS II
 EH1105
 EH1105.The horizontal coordinates were scaled from a topographic map and have
 EH1105.an estimated accuracy of +/- 6 seconds.
 EH1105
 EH1105.The orthometric height was determined by differential leveling
 EH1105.and adjusted by the National Geodetic Survey in June 1991..
 EH1105
 EH1105.The geoid height was determined by GEOID03.
 EH1105
 EH1105.The dynamic height is computed by dividing the NAVD 88
 EH1105.geopotential number by the normal gravity value computed on the
 EH1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1105.degrees latitude (g = 980.6199 gals.).
 EH1105
 EH1105.The modeled gravity was interpolated from observed gravity values.
 EH1105
 EH1105;                    North         East    Units  Estimated Accuracy
 EH1105;SPC AR S     -   636,240.      451,380.      MT  (+/- 180 meters Scaled)
 EH1105
 EH1105                          SUPERSEDED SURVEY CONTROL
 EH1105
 EH1105  NGVD 29 (??/??/??)   55.580  (m)          182.35   (f) ADJUSTED    1 2
 EH1105
 EH1105.Superseded values are not recommended for survey control.
 EH1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1105.See file dsdata.txt to determine how the superseded data were derived.
 EH1105
 EH1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU428514(NAD 83)
 EH1105_MARKER: DR = REFERENCE MARK DISK
 EH1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1105_STAMPING: R M 2 TANK 1916 1920
 EH1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1105+STABILITY: SURFACE MOTION
 EH1105
 EH1105  HISTORY     - Date     Condition        Report By
 EH1105  HISTORY     - 1935     MONUMENTED       CGS
 EH1105  HISTORY     - 1954     GOOD             CGS
 EH1105
 EH1105                          STATION DESCRIPTION
 EH1105
 EH1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1105'1.6 MI E FROM DE VALLS BLUFF.
 EH1105'1.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1105'FROM THE STATION AT DE VALLS BLUFF, 11 RAILS EAST OF A TRESTLE OVER
 EH1105'THE WHITE RIVER, 0.15 MILE NORTH OF THE REX GRILL, 224 FEET WEST OF
 EH1105'THE CENTER LINE OF U.S. HIGHWAY 70, 48.4 FEET SOUTHEAST OF THE
 EH1105'SOUTHEAST RAIL, 60 FEET NORTHWEST OF A 30 INCH OAK TREE, 91.3 FEET
 EH1105'NORTH OF TRIANGULATION STATION TANK, 7 FEET SOUTH OF AN 8 INCH OAK
 EH1105'TREE, 1.8 FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 EH1105'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1898 ***********************************************************************
 FG1898  DESIGNATION -  TANYARD
 FG1898  PID         -  FG1898
 FG1898  STATE/COUNTY-  AR/LOGAN
 FG1898  USGS QUAD   -  CAULKSVILLE (1993)
 FG1898
 FG1898                         *CURRENT SURVEY CONTROL
 FG1898  ___________________________________________________________________
 FG1898* NAD 83(1997)-  35 21 27.98522(N)    093 46 34.43709(W)     ADJUSTED  
 FG1898* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 FG1898  ___________________________________________________________________
 FG1898  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FG1898  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 FG1898
 FG1898  HORZ ORDER  -  FIRST
 FG1898
 FG1898.The horizontal coordinates were established by classical geodetic methods
 FG1898.and adjusted by the National Geodetic Survey in September 1999..
 FG1898
 FG1898.The orthometric height was scaled from a topographic map.
 FG1898
 FG1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1898
 FG1898.The geoid height was determined by GEOID03.
 FG1898
 FG1898;                    North         East     Units Scale Factor Converg.
 FG1898;SPC AR N     -   115,108.732   238,577.768   MT  0.99994370   -1 02 00.9
 FG1898;SPC AR N     -   377,652.56    782,733.89   sFT  0.99994370   -1 02 00.9
 FG1898;UTM  15      - 3,912,996.435   429,476.469   MT  0.99966129   -0 26 57.2
 FG1898
 FG1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1898!SPC AR N     -   0.99997074  x   0.99994370  =   0.99991444
 FG1898!UTM  15      -   0.99997074  x   0.99966129  =   0.99963204
 FG1898
 FG1898:                Primary Azimuth Mark                     Grid Az
 FG1898:SPC AR N     -  ALTUS ST MARYS CATH CH SPIRE             009 43 16.2
 FG1898:UTM  15      -  ALTUS ST MARYS CATH CH SPIRE             009 08 12.5
 FG1898
 FG1898|---------------------------------------------------------------------|
 FG1898| PID    Reference Object                     Distance      Geod. Az  |
 FG1898|                                                           dddmmss.s |
 FG1898| FG1893 ALTUS ST MARYS CATH CH SPIRE        APPROX.10.6 KM 0084115.3 |
 FG1898| CI3371 TANYARD AZ MK                                      0283444.6 |
 FG1898| CI3373 TANYARD RM 2                         73.285 METERS 24434     |
 FG1898| CI3372 TANYARD RM 1                         72.532 METERS 29919     |
 FG1898|---------------------------------------------------------------------|
 FG1898
 FG1898                          SUPERSEDED SURVEY CONTROL
 FG1898
 FG1898  NAD 83(1997)-  35 21 27.99537(N)    093 46 34.43473(W) AD(       ) 1
 FG1898  NAD 83(1986)-  35 21 27.99524(N)    093 46 34.43151(W) AD(       ) 1
 FG1898  NAD 27      -  35 21 27.68000(N)    093 46 33.72500(W) AD(       ) 1
 FG1898
 FG1898.Superseded values are not recommended for survey control.
 FG1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1898.See file dsdata.txt to determine how the superseded data were derived.
 FG1898
 FG1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2947612996(NAD 83)
 FG1898_MARKER: DS = TRIANGULATION STATION DISK
 FG1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1898
 FG1898  HISTORY     - Date     Condition        Report By
 FG1898  HISTORY     - 1940     MONUMENTED       CGS
 FG1898  HISTORY     - 1959     GOOD             CGS
 FG1898
 FG1898                          STATION DESCRIPTION
 FG1898
 FG1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1898'STATION IS ABOUT 5 MILES NW OF PARIS, 3 MILES N OF CARBON
 FG1898'CITY, ON THE HIGHEST POINT OF A LONG RIDGE KNOWN LOCALLY
 FG1898'AS TANYARD MOUNTAIN ON LAND OWNED BY RUFUS SMITH WHO LIVES
 FG1898'IN PARIS.
 FG1898'
 FG1898'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1898'BRONZE DISKS SET IN CONCRETE.
 FG1898'
 FG1898'SURFACE MARK IS 6.0 FEET SW OF WHITE WITNESS POST, PROJECTS
 FG1898'6 INCHES, AND IS STAMPED TANYARD 1940.
 FG1898'
 FG1898'REFERENCE MARK NO.1 IS 1-1/2 FEET E OF N-S FENCE LINE OF
 FG1898'PASTURE, 5 FEET BELOW STATION, PROJECTS 6 INCHES, AND IS
 FG1898'STAMPED, TANYARD NO.1, 1940.
 FG1898'
 FG1898'REFERENCE MARK NO.2 IS 1-1/2 FEET E OF N-S FENCE LINE OF
 FG1898'PASTURE, 7 FEET BELOW STATION, PROJECTS 6 INCHES, AND IS
 FG1898'STAMPED, TANYARD NO.2, 1940.
 FG1898'
 FG1898'THE AZIMUTH MARK IS 0.15 MILE NE OF STATION, NEAR THE N
 FG1898'RIM OF HILL, 46 FEET SW OF LONE OAK TREE WITH TRIANGLE BLAZE,
 FG1898'4.0 FEET S OF WHITE WITNESS POST, PROJECTS 6 INCHES, AND
 FG1898'IS STAMPED, TANYARD 1940.
 FG1898'
 FG1898'REACHED FROM THE COURTHOUSE IN PARIS BY GOING W ON STATE
 FG1898'HIGHWAY 22 FOR 3.6 MILES TO W.O. DILLS STORE ON RIGHT (N)
 FG1898'IN CARBON CITY, TURN RIGHT (N) AND FOLLOW SHALE ROAD 3.1
 FG1898'MILES TO NARROW DIRT ROAD LEADING N WHERE MAIN ROAD TURNS
 FG1898'RIGHT (E) CONTINUE N ON DIRT ROAD 0.25 MILE TO FORK, TAKE
 FG1898'RIGHT FORK (N), THROUGH WOODS 0.65 MILE TO TOP OF RIDGE,
 FG1898'TURN RIGHT AND FOLLOW ROAD EASTERLY 0.6 MILE TO LUKE RYBURNS
 FG1898'HOUSE AND END OF DIRT ROAD, PASS TO LEFT OF HOUSE, THROUGH
 FG1898'BARNYARD AND WIRE GATE ABOUT 100 YARDS, BEAR RIGHT (E) AND
 FG1898'GO ALONG S EDGE OF FIELD 0.3 MILE TO WIRE FENCE AND END
 FG1898'OF TRUCK TRAVEL.  STATION IS 220 FEET E OF FENCE AT HIGHEST
 FG1898'POINT OF PASTURE GROUND.
 FG1898'
 FG1898'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 FG1898
 FG1898                          STATION RECOVERY (1959)
 FG1898
 FG1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FG1898'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FG1898'THE LAST 1.55 MILES OF THE ROAD IN THE ORIGINAL DESCRIPTION
 FG1898'HAS BEEN ABANDONED BUT IT MIGHT BE POSSIBLE TO TRAVEL IN
 FG1898'4-WHEEL DRIVE TRUCK.  THE MAIN ROAD WAS FOLLOWED EAST AND NORTH TO
 FG1898'THE EAST SIDE OF THE MOUNTAIN AND THEN PACKED TO THE STATION
 FG1898'FROM THE EAST.  THE STATION IS IN OPEN PASTURE NEAR SOUTHEAST
 FG1898'END OF THE MOUNTAIN AND THE AZIMUTH MARK IS NEAR THE NORTHEAST
 FG1898'END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0719 ***********************************************************************
 GF0719  DESIGNATION -  TARK
 GF0719  PID         -  GF0719
 GF0719  STATE/COUNTY-  AR/MARION
 GF0719  USGS QUAD   -  PYATT (1972)
 GF0719
 GF0719                         *CURRENT SURVEY CONTROL
 GF0719  ___________________________________________________________________
 GF0719* NAD 83(1997)-  36 19 48.44594(N)    092 51 32.53494(W)     ADJUSTED  
 GF0719* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 GF0719  ___________________________________________________________________
 GF0719  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GF0719  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0719
 GF0719  HORZ ORDER  -  SECOND
 GF0719
 GF0719.The horizontal coordinates were established by classical geodetic methods
 GF0719.and adjusted by the National Geodetic Survey in September 1999..
 GF0719
 GF0719.The orthometric height was scaled from a topographic map.
 GF0719
 GF0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0719
 GF0719.The geoid height was determined by GEOID03.
 GF0719
 GF0719;                    North         East     Units Scale Factor Converg.
 GF0719;SPC AR N     -   221,872.855   322,869.502   MT  1.00002057   -0 29 59.5
 GF0719;SPC AR N     -   727,927.86  1,059,281.02   sFT  1.00002057   -0 29 59.5
 GF0719;UTM  15      - 4,020,574.247   512,651.459   MT  0.99960197   +0 05 00.6
 GF0719
 GF0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0719!SPC AR N     -   0.99994699  x   1.00002057  =   0.99996756
 GF0719!UTM  15      -   0.99994699  x   0.99960197  =   0.99954898
 GF0719
 GF0719|---------------------------------------------------------------------|
 GF0719| PID    Reference Object                     Distance      Geod. Az  |
 GF0719|                                                           dddmmss.s |
 GF0719| CI3375 TARK RM 1                            21.131 METERS 04215     |
 GF0719| GF0721 TARK LOOKOUT TOWER                   10.415 METERS 09106     |
 GF0719| CI3376 TARK RM 2                            24.335 METERS 16611     |
 GF0719| CI3374 TARK AZ MK                                         3095441.1 |
 GF0719|---------------------------------------------------------------------|
 GF0719
 GF0719                          SUPERSEDED SURVEY CONTROL
 GF0719
 GF0719  NAD 83(1986)-  36 19 48.45712(N)    092 51 32.53544(W) AD(       ) 2
 GF0719  NAD 27      -  36 19 48.20500(N)    092 51 31.92400(W) AD(       ) 2
 GF0719
 GF0719.Superseded values are not recommended for survey control.
 GF0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0719.See file dsdata.txt to determine how the superseded data were derived.
 GF0719
 GF0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1265120574(NAD 83)
 GF0719_MARKER: DS = TRIANGULATION STATION DISK
 GF0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0719
 GF0719  HISTORY     - Date     Condition        Report By
 GF0719  HISTORY     - 1954     MONUMENTED       CGS
 GF0719  HISTORY     - 1965     GOOD             CGS
 GF0719
 GF0719                          STATION DESCRIPTION
 GF0719
 GF0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0719'THE STATION IS IN SECTION 2, T 19 N, R 18 W, ABOUT 5.25 MILES
 GF0719'NORTH AND 1 MILE WEST OF PYATT, 1.5 MILES EAST OF THE
 GF0719'BOONE-MARION COUNTY LINE, 26 FEET NORTHWEST OF THE NORTHWEST
 GF0719'LEG OF THE TARK LOOKOUT TOWER AND 19 FEET NORTHEAST OF A
 GF0719'20-INCH OAK TREE.
 GF0719'
 GF0719'TO REACH THE STATION FROM THE RAILROAD STATION IN PYATT, GO
 GF0719'NORTH FOR 0.1 MILE TO A CROSS-STREET, TURN LEFT AND FOLLOW THE
 GF0719'MAIN ROAD WEST AND NORTH FOR 1.15 MILES TO A SIDE ROAD ON THE
 GF0719'LEFT AT THE FOOT OF A HILL, TURN SHARP LEFT AND GO WEST
 GF0719'AND NORTH ON THE MAIN ROAD FOR 1.25 MILES TO A Y-JUNCTION,
 GF0719'CONTINUE NORTHERLY ON THE RIGHT ROAD FOR 0.7 MILE TO A
 GF0719'Y-JUNCTION, CONTINUE ON THE LEFT ROAD FOR 3.6 MILES TO ANOTHER
 GF0719'Y-JUNCTION, CONTINUE ACROSS A CATTLE GUARD ON THE RIGHT ROAD
 GF0719'FOR 0.4 MILE TO A T-INTERSECTION, TURN LEFT (WESTERLY) AND
 GF0719'FOLLOW THE MAIN ROAD FOR 1.9 MILES TO THE LOOKOUT TOWER AND
 GF0719'THE STATION AS DESCRIBED.
 GF0719'
 GF0719'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 GF0719'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 GF0719'THE LEFT AS DESCRIBED BELOW.
 GF0719'
 GF0719'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 GF0719'THE DISK IS STAMPED TARK 1954.
 GF0719'
 GF0719'REFERENCE MARK 1 IS 1 FOOT SOUTHWEST OF A WIRE FENCE.  THE
 GF0719'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 GF0719'IS STAMPED TARK NO 1 1954.
 GF0719'
 GF0719'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE GROUND
 GF0719'AND THE DISK IS STAMPED TARK NO 2 1954.
 GF0719'
 GF0719'THE AZIMUTH MARK IS 41 FEET SOUTHWEST OF THE CENTER OF THE
 GF0719'GRAVELED ROAD, 106 FEET NORTHWEST OF A POWERLINE POLE AND
 GF0719'2.5 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 GF0719'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TARK 1954.
 GF0719'
 GF0719'A TRAVERSE MEASUREMENT WAS MADE TO THE BASE-CENTER OF THE
 GF0719'TARK LOOKOUT TOWER.
 GF0719'
 GF0719'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH
 GF0719'CONCRETE POST.
 GF0719'
 GF0719'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0719
 GF0719                          STATION RECOVERY (1965)
 GF0719
 GF0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0719'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0719'CONDITION.  A METAL WITNESS POST WAS SET ON THE EDGE OF THE
 GF0719'ROAD ABOUT 15 FEET NORTHEAST OF THE AZIMUTH MARK.
 GF0719'
 GF0719'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0719'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0721 ***********************************************************************
 GF0721  DESIGNATION -  TARK LOOKOUT TOWER
 GF0721  PID         -  GF0721
 GF0721  STATE/COUNTY-  AR/MARION
 GF0721  USGS QUAD   -  PYATT (1972)
 GF0721
 GF0721                         *CURRENT SURVEY CONTROL
 GF0721  ___________________________________________________________________
 GF0721* NAD 83(1997)-  36 19 48.43945(N)    092 51 32.11741(W)     ADJUSTED  
 GF0721* NAVD 88     -                                                        
 GF0721  ___________________________________________________________________
 GF0721  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GF0721  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0721
 GF0721  HORZ ORDER  -  THIRD
 GF0721
 GF0721.The horizontal coordinates were established by classical geodetic methods
 GF0721.and adjusted by the National Geodetic Survey in September 1999..
 GF0721
 GF0721
 GF0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0721
 GF0721.The geoid height was determined by GEOID03.
 GF0721
 GF0721;                    North         East     Units Scale Factor Converg.
 GF0721;SPC AR N     -   221,872.565   322,879.914   MT  1.00002057   -0 29 59.3
 GF0721;SPC AR N     -   727,926.91  1,059,315.18   sFT  1.00002057   -0 29 59.3
 GF0721;UTM  15      - 4,020,574.062   512,661.869   MT  0.99960198   +0 05 00.9
 GF0721
 GF0721                          SUPERSEDED SURVEY CONTROL
 GF0721
 GF0721  NAD 83(1986)-  36 19 48.45061(N)    092 51 32.11792(W) AD(       ) 4
 GF0721  NAD 27      -  36 19 48.19800(N)    092 51 31.50700(W) AD(       ) 3
 GF0721
 GF0721.Superseded values are not recommended for survey control.
 GF0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0721.See file dsdata.txt to determine how the superseded data were derived.
 GF0721
 GF0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1266220574(NAD 83)
 GF0721_MARKER: 57 = LOOKOUT TOWER
 GF0721
 GF0721  HISTORY     - Date     Condition        Report By
 GF0721  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0721
 GF0721                          STATION DESCRIPTION
 GF0721
 GF0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0721'THE TOWER IS LOCATED IN SECTION 2, T 19 N, R 18 W, ABOUT
 GF0721'5.25 MILES NORTH AND 1 MILE WEST OF PYATT, AND 1.5 MILES EAST
 GF0721'OF THE BOONE-MARION COUNTY LINE.
 GF0721'
 GF0721'IT IS A FOUR-LEGGED STEEL TOWER PAINTED ALUMINUM, ABOUT 110
 GF0721'FEET HIGH AND WITH A GLASS ENCLOSED CABIN AT THE TOP.
 GF0721'
 GF0721'A TRAVERSE WAS MADE FROM THE CENTER OF THE BASE OF THE TOWER
 GF0721'TO TRIANGULATION STATION TARK AND THE DISTANCE WAS FOUND
 GF0721'TO BE 34.17 FEET 10.415 METERS EAST OF THE TRIANGULATION
 GF0721'STATION.  THE POINT INTERSECTED WAS THE CENTER OF THE BASE
 GF0721'OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2947 ***********************************************************************
 EH2947  DESIGNATION -  TARLETON
 EH2947  PID         -  EH2947
 EH2947  STATE/COUNTY-  AR/ARKANSAS
 EH2947  USGS QUAD   -  ETHEL (1967)
 EH2947
 EH2947                         *CURRENT SURVEY CONTROL
 EH2947  ___________________________________________________________________
 EH2947* NAD 83(1997)-  34 22 12.91776(N)    091 13 25.36015(W)     ADJUSTED  
 EH2947* NAVD 88     -        57.96   (+/-2cm)     190.2    (feet)  VERTCON   
 EH2947  ___________________________________________________________________
 EH2947  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 EH2947  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH2947
 EH2947  HORZ ORDER  -  SECOND
 EH2947  VERT ORDER  -  THIRD ? (See Below)
 EH2947
 EH2947.The horizontal coordinates were established by classical geodetic methods
 EH2947.and adjusted by the National Geodetic Survey in September 1999..
 EH2947
 EH2947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2947.The vertical order pertains to the NGVD 29 superseded value.
 EH2947
 EH2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2947
 EH2947.The geoid height was determined by GEOID03.
 EH2947
 EH2947;                    North         East     Units Scale Factor Converg.
 EH2947;SPC AR S     -   589,221.172   471,399.339   MT  0.99993559   +0 26 04.1
 EH2947;SPC AR S     - 1,933,136.46  1,546,582.66   sFT  0.99993559   +0 26 04.1
 EH2947;UTM  15      - 3,804,639.921   663,330.861   MT  0.99992883   +1 00 10.8
 EH2947
 EH2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2947!SPC AR S     -   0.99999509  x   0.99993559  =   0.99993068
 EH2947!UTM  15      -   0.99999509  x   0.99992883  =   0.99992392
 EH2947
 EH2947:                Primary Azimuth Mark                     Grid Az
 EH2947:SPC AR S     -  CROCKETTS BLUFF SWINDER TANK             002 05 47.6
 EH2947:UTM  15      -  CROCKETTS BLUFF SWINDER TANK             001 31 40.9
 EH2947
 EH2947|---------------------------------------------------------------------|
 EH2947| PID    Reference Object                     Distance      Geod. Az  |
 EH2947|                                                           dddmmss.s |
 EH2947| EH2949 CROCKETTS BLUFF SWINDER TANK        APPROX. 8.0 KM 0023151.7 |
 EH2947| EH2944 ST CHARLES ARK POWER TRANSM TR      APPROX. 9.1 KM 0873529.8 |
 EH2947| CY6589 TARLETON RM 1                        33.900 METERS 10620     |
 EH2947| CY6588 TARLETON AZ MK                                     1834312.2 |
 EH2947| CY6590 TARLETON RM 2                        26.892 METERS 33205     |
 EH2947|---------------------------------------------------------------------|
 EH2947
 EH2947                          SUPERSEDED SURVEY CONTROL
 EH2947
 EH2947  NAD 83(1986)-  34 22 12.92536(N)    091 13 25.35575(W) AD(       ) 2
 EH2947  NAD 27      -  34 22 12.56595(N)    091 13 24.92461(W) AD(       ) 2
 EH2947  NGVD 29 (07/19/86)   58.00   (m)          190.3    (f) LEVELING    3  
 EH2947
 EH2947.Superseded values are not recommended for survey control.
 EH2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2947.See file dsdata.txt to determine how the superseded data were derived.
 EH2947
 EH2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6333104640(NAD 83)
 EH2947_MARKER: DS = TRIANGULATION STATION DISK
 EH2947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2947
 EH2947  HISTORY     - Date     Condition        Report By
 EH2947  HISTORY     - 1965     MONUMENTED       CGS
 EH2947
 EH2947                          STATION DESCRIPTION
 EH2947
 EH2947'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2947'STATION IS ABOUT 8-1/2 MILES NORTHEAST OF DE WITT, 5-1/2
 EH2947'MILES WEST OF ST. CHARLES, 1/2 MILE WEST OF TARLETON DITCH
 EH2947'AND ON THE HIGHWAY RIGHT-OF-WAY.
 EH2947'
 EH2947'TO REACH FROM THE POST OFFICE IN ST. CHARLES, GO SOUTHWEST
 EH2947'AND WEST ON STATE HIGHWAY 1 FOR 1.4 MILES TO THE JUNCTION
 EH2947'WITH STATE HIGHWAY 17.  CONTINUE WESTERLY ON HIGHWAY 1 FOR
 EH2947'2.8 MILES TO THE JUNCTION WITH STATE HIGHWAY 153 WHERE HIGHWAY
 EH2947'1 CURVES SOUTH.  CONTINUE WEST ON STATE HIGHWAY 153 FOR
 EH2947'1.2 MILES TO A CROSSROAD AND THE STATION ON THE RIGHT IN
 EH2947'THE NORTHEAST ANGLE OF THE INTERSECTION.
 EH2947'
 EH2947'STATION MARKS ARE STANDARD DISKS STAMPED TARLETON 1965.  THE
 EH2947'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH2947'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 48 FEET NORTHEAST
 EH2947'OF THE CENTERLINE OF HIGHWAY 153, 82 FEET NORTHEAST OF HIGHWAY
 EH2947'MONUMENT F.A.S. 344, 90 FEET SOUTHEAST OF A WITNESS POST,
 EH2947'84 FEET NORTHEAST OF A POWER POLE, 113 FEET WEST OF A WITNESS
 EH2947'POST AND 136 FEET NORTHEAST OF THE CENTER OF THE CROSSROAD.
 EH2947'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH2947'45 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2947'
 EH2947'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TARLETON NO 1
 EH2947'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 EH2947'WITH THE SURFACE OF THE GROUND.  IT IS 1.5 FEET WEST OF A
 EH2947'METAL WITNESS POST AND 65 FEET NORTH OF THE CENTERLINE OF
 EH2947'HIGHWAY 153.
 EH2947'
 EH2947'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TARLETON NO
 EH2947'2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 EH2947'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 1.5 FEET SOUTH
 EH2947'OF A METAL WITNESS POST AND 62 FEET EAST OF THE CENTERLINE
 EH2947'OF HIGHWAY 153.
 EH2947'
 EH2947'AZIMUTH MARK, A STANDARD DISK STAMPED TARLETON 1965, IS SET
 EH2947'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE
 EH2947'THE SURFACE OF THE GROUND.  IT IS 1 FOOT NORTH OF A TELEPHONE
 EH2947'POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND 20 FEET
 EH2947'WEST OF THE CENTERLINE OF A GRAVELED ROAD.
 EH2947'
 EH2947'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AT THE STATION,
 EH2947'GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK
 EH2947'ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD LEFT.
 EH2947'
 EH2947'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2947'
 EH2947'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3011 ***********************************************************************
 EH3011  DESIGNATION -  TARRY
 EH3011  PID         -  EH3011
 EH3011  STATE/COUNTY-  AR/LINCOLN
 EH3011  USGS QUAD   -  TARRY (1971)
 EH3011
 EH3011                         *CURRENT SURVEY CONTROL
 EH3011  ___________________________________________________________________
 EH3011* NAD 83(1997)-  34 04 33.41397(N)    091 50 28.67646(W)     ADJUSTED  
 EH3011* NAVD 88     -        62.95   (+/-2cm)     206.5    (feet)  VERTCON   
 EH3011  ___________________________________________________________________
 EH3011  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EH3011  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 EH3011
 EH3011  HORZ ORDER  -  FIRST
 EH3011  VERT ORDER  -  THIRD ? (See Below)
 EH3011
 EH3011.The horizontal coordinates were established by classical geodetic methods
 EH3011.and adjusted by the National Geodetic Survey in September 1999..
 EH3011
 EH3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3011.The vertical order pertains to the NGVD 29 superseded value.
 EH3011
 EH3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3011
 EH3011.The geoid height was determined by GEOID03.
 EH3011
 EH3011;                    North         East     Units Scale Factor Converg.
 EH3011;SPC AR S     -   556,317.879   414,647.299   MT  0.99991873   +0 05 19.8
 EH3011;SPC AR S     - 1,825,186.24  1,360,388.68   sFT  0.99991873   +0 05 19.8
 EH3011;UTM  15      - 3,771,182.775   606,910.935   MT  0.99974090   +0 38 57.4
 EH3011
 EH3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3011!SPC AR S     -   0.99999418  x   0.99991873  =   0.99991291
 EH3011!UTM  15      -   0.99999418  x   0.99974090  =   0.99973508
 EH3011
 EH3011:                Primary Azimuth Mark                     Grid Az
 EH3011:SPC AR S     -  LAKE DICK FARM INC WATER TANK            000 07 05.9
 EH3011:UTM  15      -  LAKE DICK FARM INC WATER TANK            359 33 28.3
 EH3011
 EH3011|---------------------------------------------------------------------|
 EH3011| PID    Reference Object                     Distance      Geod. Az  |
 EH3011|                                                           dddmmss.s |
 EH3011| EH3008 LAKE DICK FARM INC WATER TANK       APPROX.19.3 KM 0001225.7 |
 EH3011| EH3003 GRADY MUNICIPAL TANK                APPROX.12.9 KM 0881639.1 |
 EH3011| CY6591 TARRY AZ MK                                        1024032.7 |
 EH3011| DK2106 STAR CITY MUNICIPAL TANK            APPROX.14.8 KM 1823603.4 |
 EH3011| CY6593 TARRY RM 2                           44.519 METERS 23254     |
 EH3011| EH3016 PINE BLUFF FED COMP NO 2 SE TK      APPROX.20.4 KM 3243017.3 |
 EH3011| CY6592 TARRY RM 1                           66.020 METERS 35430     |
 EH3011|---------------------------------------------------------------------|
 EH3011
 EH3011                          SUPERSEDED SURVEY CONTROL
 EH3011
 EH3011  NAD 83(1986)-  34 04 33.42302(N)    091 50 28.67021(W) AD(       ) 1
 EH3011  NAD 27      -  34 04 33.06400(N)    091 50 28.19400(W) AD(       ) 1
 EH3011  NGVD 29 (07/19/86)   63.04   (m)          206.8    (f) LEVELING    3  
 EH3011
 EH3011.Superseded values are not recommended for survey control.
 EH3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3011.See file dsdata.txt to determine how the superseded data were derived.
 EH3011
 EH3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0691171183(NAD 83)
 EH3011_MARKER: DS = TRIANGULATION STATION DISK
 EH3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3011
 EH3011  HISTORY     - Date     Condition        Report By
 EH3011  HISTORY     - 1939     MONUMENTED       CGS
 EH3011  HISTORY     - 1963     GOOD             USGS
 EH3011
 EH3011                          STATION DESCRIPTION
 EH3011
 EH3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EH3011'STATION TARRY IS LOCATED IN THE VILLAGE OF TARRY ABOUT 17
 EH3011'MILES SE OF PINE BLUFF AND 0.4 MILE W OF ARKANSAS 13.  IT
 EH3011'IS ON VACANT, UNFENCED PROPERTY, 28 FEET W OF THE NW FENCE
 EH3011'CORNER, 97 FEET SE OF THE SE CORNER OF SLAT FENCE AROUND
 EH3011'A HOUSE, 58 FEET S OF THE CENTER LINE OF ROAD AT CURVE E,
 EH3011'AND ABOUT 200 FEET SSW OF THE POST OFFICE.  THE MARK IS
 EH3011'FLUSH WITH THE GROUND.
 EH3011'
 EH3011'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EH3011'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EH3011'
 EH3011'REFERENCE MARK NO.1 IS N OF THE STATION, 1 FOOT S OF AN E-W
 EH3011'FENCE, 4 FEET E OF A SW FENCE CORNER, 36 FEET E OF THE CENTER
 EH3011'LINE OF ROAD, AND PROJECTING 6 INCHES.  REFERENCE MARK NO.2
 EH3011'IS SW OF THE STATION IN AN E-W FENCE WHICH IS THE N FENCE
 EH3011'OF BARNYARD, 16 FEET W OF THE W GATEPOST, AND PROJECTING
 EH3011'6 INCHES.
 EH3011'
 EH3011'THE AZIMUTH MARK IS ESE OF THE STATION IN THE SW FENCE CORNER
 EH3011'OF A YARD FENCE, 75 FEET NE OF THE CENTER LINE OF ARKANSAS
 EH3011'13.  TO REACH THE AZIMUTH FROM THE STATION, DRIVE E 0.45
 EH3011'MILE TO ARKANSAS 13, THENCE RIGHT ON ARKANSAS 13 FOR 0.25
 EH3011'MILE TO HOUSE ON THE LEFT AND THE AZIMUTH MARK.
 EH3011'
 EH3011'STATION WAS REACHED FROM THE SIMMONS NATIONAL BANK IN PINE
 EH3011'BLUFF BY DRIVING E ON U.S. HIGHWAY 65 FOR 6.0 MILES TO THE
 EH3011'JUNCTION WITH ARKANSAS 13 WHICH IS GRAVELED.  DRIVE S AND E
 EH3011'ON ARKANSAS 13 FOR 8.7 MILES TO ROAD LEADING SW TO TARRY.
 EH3011'TURN RIGHT ON THIS ROAD AND DRIVE SW FOR 0.4 MILES TO WHERE
 EH3011'THE ROAD TURNS LEFT OR E AND THE STATION ON THE RIGHT.
 EH3011'
 EH3011'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 EH3011
 EH3011                          STATION RECOVERY (1963)
 EH3011
 EH3011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH3011'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EH3011'
 EH3011'STATION IS LOCATED 9.2 MILES N AND 0.2 MILE E OF JUNCTION ST
 EH3011'HWY 11 AND 81 AT STAR CITY, 86.6 FEET SE, 57.8 FEET SW AND
 EH3011'0.2 FEET LOWER THAN CENTER LINE OF NW-SE GRAVEL ROAD AT
 EH3011'DRIVE SSW TO BARN LOT AT TARRY, 24.1 FEET SW OF NW-SE RIGHT-OF-WAY
 EH3011'FENCE, 4.0 FEET NW OF NW BANK OF SMALL DRAIN, SET IN CONCRETE
 EH3011'FLUSH WITH GROUND, STAMPED TARRY 1939 ON STANDARD USC AND GS
 EH3011'DISK.
 EH3011'
 EH3011'R.M. 1 IS 217.0 FEET N OF STATION, 82.6 FEET E OF EAST ENTRANCE
 EH3011'TO THOMAS GROCERY (TARRY P.O.), 35.0 FEET E AND 14.6 FEET
 EH3011'N OF CENTER LINE OF N-S ROAD AT DRIVE EAST, 29.6 FEET N OF
 EH3011'NW FENCE CORNER IN SW CORNER OF YARD, SET IN CONCRETE POST
 EH3011'PROJECTING 4 INCHES, A STANDARD USC AND GS DISK STAMPED
 EH3011'TARRY NO 1 1939.
 EH3011'
 EH3011'R.M. 2 IS 146.0 FEET SW OF STATION, 12.6 FEET N OF E-W BOARD
 EH3011'FENCE, 13.0 FEET S OF E-W DRIVE IN BARN LOT, SET IN CONCRETE
 EH3011'POST PROJECTING 10 INCHES, A STANDARD USC AND GS DISK STAMPED
 EH3011'TARRY NO 2 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1326 ***********************************************************************
 DL1326  DESIGNATION -  TAUNTON
 DL1326  PID         -  DL1326
 DL1326  STATE/COUNTY-  AR/UNION
 DL1326  USGS QUAD   -  STRONG (1981)
 DL1326
 DL1326                         *CURRENT SURVEY CONTROL
 DL1326  ___________________________________________________________________
 DL1326* NAD 83(1997)-  33 02 44.87157(N)    092 21 16.60923(W)     ADJUSTED  
 DL1326* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 DL1326  ___________________________________________________________________
 DL1326  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DL1326  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DL1326
 DL1326  HORZ ORDER  -  FIRST
 DL1326
 DL1326.The horizontal coordinates were established by classical geodetic methods
 DL1326.and adjusted by the National Geodetic Survey in September 1999..
 DL1326
 DL1326.The orthometric height was scaled from a topographic map.
 DL1326
 DL1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1326
 DL1326.The geoid height was determined by GEOID03.
 DL1326
 DL1326;                    North         East     Units Scale Factor Converg.
 DL1326;SPC AR S     -   442,109.177   366,875.222   MT  1.00006607   -0 11 54.5
 DL1326;SPC AR S     - 1,450,486.52  1,203,656.46   sFT  1.00006607   -0 11 54.5
 DL1326;SPC LA N     -   282,294.505 1,013,581.264   MT  1.00010846   +0 04 36.7
 DL1326;SPC LA N     -   926,161.22  3,325,391.20   sFT  1.00010846   +0 04 36.7
 DL1326;UTM  15      - 3,656,549.167   560,258.655   MT  0.99964477   +0 21 07.0
 DL1326
 DL1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1326!SPC AR S     -   0.99999329  x   1.00006607  =   1.00005936
 DL1326!SPC LA N     -   0.99999329  x   1.00010846  =   1.00010175
 DL1326!UTM  15      -   0.99999329  x   0.99964477  =   0.99963806
 DL1326
 DL1326|---------------------------------------------------------------------|
 DL1326| PID    Reference Object                     Distance      Geod. Az  |
 DL1326|                                                           dddmmss.s |
 DL1326| CY6595 TAUNTON RM 1                         33.309 METERS 13309     |
 DL1326| CQ2710 OAKLAND MID VALLEY PLINE E MST      APPROX. 5.9 KM 1700750.4 |
 DL1326| CY6594 TAUNTON AZ MK                                      1723217.5 |
 DL1326| CQ2708 OAKLAND LOOKOUT TOWER LFC           APPROX. 5.5 KM 1745858.4 |
 DL1326| CY6596 TAUNTON RM 2                         31.522 METERS 24130     |
 DL1326|---------------------------------------------------------------------|
 DL1326
 DL1326                          SUPERSEDED SURVEY CONTROL
 DL1326
 DL1326  NAD 83(1997)-  33 02 44.88212(N)    092 21 16.60277(W) AD(       ) 1
 DL1326  NAD 83(1997)-  33 02 44.88320(N)    092 21 16.60237(W) AD(       ) 1
 DL1326  NAD 83(1986)-  33 02 44.88421(N)    092 21 16.60102(W) AD(       ) 1
 DL1326  NAD 27      -  33 02 44.41300(N)    092 21 16.09500(W) AD(       ) 1
 DL1326
 DL1326.Superseded values are not recommended for survey control.
 DL1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1326.See file dsdata.txt to determine how the superseded data were derived.
 DL1326
 DL1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6025956549(NAD 83)
 DL1326_MARKER: DS = TRIANGULATION STATION DISK
 DL1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1326_SP_SET: CONCRETE POST
 DL1326_STAMPING: TAUNTON 1952
 DL1326_MARK LOGO: CGS   
 DL1326_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1326+STABILITY: SURFACE MOTION
 DL1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1326+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1992
 DL1326
 DL1326  HISTORY     - Date     Condition        Report By
 DL1326  HISTORY     - 1952     MONUMENTED       CGS
 DL1326  HISTORY     - 1952     GOOD             CGS
 DL1326  HISTORY     - 1964     GOOD             CGS
 DL1326  HISTORY     - 19921202 GOOD             NOS
 DL1326
 DL1326                          STATION DESCRIPTION
 DL1326
 DL1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1326'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF STRONG, ARKANSAS, 3-1/2
 DL1326'MILES NORTH OF OAKLAND, LOUISIANA, 2 MILES NORTH OF THE
 DL1326'ARKANSAS-LOUISIANA STATE LINE, ON LAND OWNED BY J.T. TAUTON, 130
 DL1326'FEET NORTH OF THE NORTHWEST CORNER OF THE TAUNTON HOUSE, 77 FEET
 DL1326'EAST OF THE CENTER OF A GRAVELED ROAD, AND 30 FEET SOUTH OF A
 DL1326'WIRE FENCE.
 DL1326'
 DL1326'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 DL1326'OF OAKLAND, LOUISIANA, GO NORTH ON A GRAVELED ROAD FOR 3.2 MILES
 DL1326'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.2 MILE TO
 DL1326'THE STATION ON THE RIGHT.
 DL1326'
 DL1326'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED TAUNTON
 DL1326'1952.
 DL1326'
 DL1326'REFERENCE MARK 1 IS 20 FEET NORTH OF THE NORTHWEST CORNER OF THE
 DL1326'TAUNTON HOUSE AND 1 FOOT NORTH OF A BOARD FENCE.  THE MARK
 DL1326'PROJECTS 1 INCH AND THE DISK IS STAMPED TAUNTON NO 1 1952.
 DL1326'
 DL1326'REFERENCE MARK 2 IS 25 FEET EAST OF THE CENTER OF THE GRAVELED
 DL1326'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1326'TAUNTON NO 2 1952.
 DL1326'
 DL1326'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF THE GRAVELED
 DL1326'ROAD, 3 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST, AND 2
 DL1326'FEET NORTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS 5 INCHES
 DL1326'AND THE DISK IS STAMPED TAUNTON 1952.
 DL1326'
 DL1326'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1326
 DL1326                          STATION RECOVERY (1952)
 DL1326
 DL1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 DL1326'RECOVERED IN GOOD CONDITION.
 DL1326
 DL1326                          STATION RECOVERY (1964)
 DL1326
 DL1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1326'STATION RECOVERED AND STATION MARK, R.M. NO. 1 AND AZIMUTH MARK
 DL1326'FOUND IN GOOD CONDITION.  THE TOP OF R.M. NO. 2 WAS BROKEN OFF
 DL1326'AND THE DISK WAS GONE.  CONSIDERABLE CLEARING WOULD BE REQUIRED
 DL1326'BETWEEN STATION AND AZIMUTH MARK IN ORDER TO ESTABLISH A NEW
 DL1326'REFERENCE MARK AT THIS TIME.
 DL1326'
 DL1326'TO REACH THE STATION FROM STRONG, FROM THE JUNCTION OF U.S.
 DL1326'HIGHWAY 82 AND STATE HIGHWAY 129, GO SOUTH ON STATE HIGHWAY 129
 DL1326'FOR 1.0 MILE TO JUNCTION WITH STATE HIGHWAY 275, TAKE RIGHT
 DL1326'FORK AND CONTINUE SOUTH ON HIGHWAY 275 FOR 3.5 MILES TO MR.
 DL1326'TAUNTONS HOUSE AND STATION ON LEFT AS ORIGINALLY DESCRIBED.
 DL1326
 DL1326                          STATION RECOVERY (1992)
 DL1326
 DL1326'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1488 ***********************************************************************
 DL1488  DESIGNATION -  TAYLOR
 DL1488  PID         -  DL1488
 DL1488  STATE/COUNTY-  AR/COLUMBIA
 DL1488  USGS QUAD   -  TAYLOR (1978)
 DL1488
 DL1488                         *CURRENT SURVEY CONTROL
 DL1488  ___________________________________________________________________
 DL1488* NAD 83(1997)-  33 05 11.62472(N)    093 27 43.70193(W)     ADJUSTED  
 DL1488* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 DL1488  ___________________________________________________________________
 DL1488  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DL1488  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DL1488
 DL1488  HORZ ORDER  -  SECOND
 DL1488
 DL1488.The horizontal coordinates were established by classical geodetic methods
 DL1488.and adjusted by the National Geodetic Survey in September 1999..
 DL1488
 DL1488.The orthometric height was scaled from a topographic map.
 DL1488
 DL1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1488
 DL1488.The geoid height was determined by GEOID03.
 DL1488
 DL1488;                    North         East     Units Scale Factor Converg.
 DL1488;SPC AR S     -   447,548.014   263,489.204   MT  1.00005417   -0 49 06.0
 DL1488;SPC AR S     - 1,468,330.44    864,464.16   sFT  1.00005417   -0 49 06.0
 DL1488;SPC LA N     -   287,205.758   910,163.036   MT  1.00012274   -0 30 31.3
 DL1488;SPC LA N     -   942,274.22  2,986,093.23   sFT  1.00012274   -0 30 31.3
 DL1488;UTM  15      - 3,660,978.283   456,870.876   MT  0.99962293   -0 15 08.2
 DL1488
 DL1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1488!SPC AR S     -   0.99999221  x   1.00005417  =   1.00004638
 DL1488!SPC LA N     -   0.99999221  x   1.00012274  =   1.00011495
 DL1488!UTM  15      -   0.99999221  x   0.99962293  =   0.99961514
 DL1488
 DL1488:                Primary Azimuth Mark                     Grid Az
 DL1488:SPC AR S     -  TAYLOR AZ MK                             183 45 51.8
 DL1488:SPC LA N     -  TAYLOR AZ MK                             183 27 17.1
 DL1488:UTM  15      -  TAYLOR AZ MK                             183 11 54.0
 DL1488
 DL1488|---------------------------------------------------------------------|
 DL1488| PID    Reference Object                     Distance      Geod. Az  |
 DL1488|                                                           dddmmss.s |
 DL1488| CX6368 TAYLOR AZ MK                                       1825645.8 |
 DL1488| DL0609 R 247                                19.295 METERS 19142     |
 DL1488| CX6369 TAYLOR RM 2                          28.656 METERS 27837     |
 DL1488|---------------------------------------------------------------------|
 DL1488
 DL1488                          SUPERSEDED SURVEY CONTROL
 DL1488
 DL1488  NAD 83(1997)-  33 05 11.63445(N)    093 27 43.69275(W) AD(       ) 2
 DL1488  NAD 83(1986)-  33 05 11.63586(N)    093 27 43.69123(W) AD(       ) 2
 DL1488  NAD 27      -  33 05 11.15700(N)    093 27 43.06800(W) AD(       ) 2
 DL1488
 DL1488.Superseded values are not recommended for survey control.
 DL1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1488.See file dsdata.txt to determine how the superseded data were derived.
 DL1488
 DL1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5687160978(NAD 83)
 DL1488_MARKER: DS = TRIANGULATION STATION DISK
 DL1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1488
 DL1488  HISTORY     - Date     Condition        Report By
 DL1488  HISTORY     - 1950     MONUMENTED       CGS
 DL1488  HISTORY     - 1963     GOOD             CGS
 DL1488  HISTORY     - 1978     POOR             SHELL
 DL1488
 DL1488                          STATION DESCRIPTION
 DL1488
 DL1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1488'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF TAYLOR ON THE
 DL1488'RIGHT-OF-WAY OF THE LOUISIANA AND ARKANSAS RAILROAD BETWEEN
 DL1488'THE RAILROAD AND STATE HIGHWAY NO. 132.  IT IS 54.0 FEET EAST
 DL1488'OF THE CENTER OF STATE HIGHWAY NO. 132, 35.0 FEET WEST OF THE WEST
 DL1488'RAIL OF THE LOUISIANA AND ARKANSAS RAILROAD TRACK AND 14.0 FEET
 DL1488'EAST OF A WITNESS POST AND 14.0 FEET EAST-NORTHEAST OF A
 DL1488'TELEPHONE POLE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 DL1488'TAYLOR 1950.
 DL1488'
 DL1488'REFERENCE MARK NO. 1 (BENCH MARK R 247) IS 45.0 FEET WEST OF THE
 DL1488'WEST RAIL OF THE LOUISIANA AND ARKANSAS RAILROAD TRACK, 42.0 FEET
 DL1488'EAST OF THE CENTER OF STATE HIGHWAY NO. 132 AND 1.5 FEET EAST
 DL1488'OF A NORTH-SOUTH FENCE.  IT IS A STANDARD U.S.C. AND G.S. BENCH
 DL1488'MARK DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 DL1488'PROJECTING 6 INCHES AND IS STAMPED R 247 1938.
 DL1488'
 DL1488'REFERENCE MARK NO. 2 IS 41.0 FEET WEST OF THE CENTER OF STATE
 DL1488'HIGHWAY NO. 132, 32.0 FEET NORTH OF A TRIANGLE BLAZED POWERLINE
 DL1488'POLE AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE.  IT PROJECTS
 DL1488'5 INCHES AND IS STAMPED TAYLOR NO 2 1950.
 DL1488'
 DL1488'THE AZIMUTH MARK IS 43.0 FEET WEST OF THE CENTER OF STATE
 DL1488'HIGHWAY NO. 132, 22.0 FEET NORTH OF A POWERLINE POLE, AND 1.5
 DL1488'FEET NORTHEAST OF A WITNESS POST AND 1.0 FOOT EAST OF A
 DL1488'NORTH-SOUTH FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED TAYLOR
 DL1488'1950.
 DL1488'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TAYLOR, GO WEST
 DL1488'ON STATE HIGHWAY NO. 132 FOR 0.1 MILE TO A TRIANGLE BLAZED
 DL1488'POWERLINE POLE ON THE RIGHT AND THE STATION ON THE LEFT
 DL1488'BETWEEN THE HIGHWAY AND RAILROAD TRACKS AS DESCRIBED.
 DL1488'
 DL1488'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 DL1488'HIGHWAY NO. 132 FOR 0.85 MILE TO THE TOP OF A SMALL RISE AND
 DL1488'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DL1488'
 DL1488'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1488
 DL1488                          STATION RECOVERY (1963)
 DL1488
 DL1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1488'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1488'CONDITION.  THE ORIGINAL DESCRIPTION IS ACCURATE EXCEPT THAT
 DL1488'THE AZIMUTH MARK IS 0.75 MILE SOUTH OF THE STATION.
 DL1488'
 DL1488'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1488'RECOVERY.
 DL1488
 DL1488                          STATION RECOVERY (1978)
 DL1488
 DL1488'RECOVERY NOTE BY SHELL OIL COMPANY 1978 (WJH)
 DL1488'TAYLOR--1950 UPROOTED LAYING ON SIDE.
 DL1488'
 DL1488'TAYLOR RM-2 UPROOTED LAYING ON SIDE.
 DL1488'
 DL1488'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-MILE SOUTH OF CITY OF
 DL1488'TAYLOR, ARK. ON R.O.W. OF L. AND A.R.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3041 ***********************************************************************
 EH3041  DESIGNATION -  TBM EAST RAIL
 EH3041  PID         -  EH3041
 EH3041  STATE/COUNTY-  AR/JEFFERSON
 EH3041  USGS QUAD   -  SHERRILL (1971)
 EH3041
 EH3041                         *CURRENT SURVEY CONTROL
 EH3041  ___________________________________________________________________
 EH3041* NAD 83(1997)-  34 24 08.22138(N)    091 57 12.60403(W)     ADJUSTED  
 EH3041* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 EH3041  ___________________________________________________________________
 EH3041  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 EH3041  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 EH3041
 EH3041  HORZ ORDER  -  SECOND
 EH3041
 EH3041.The horizontal coordinates were established by classical geodetic methods
 EH3041.and adjusted by the National Geodetic Survey in September 1999..
 EH3041
 EH3041.The orthometric height was scaled from a topographic map.
 EH3041
 EH3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3041
 EH3041.The geoid height was determined by GEOID03.
 EH3041
 EH3041;                    North         East     Units Scale Factor Converg.
 EH3041;SPC AR S     -   592,504.137   404,275.172   MT  0.99993902   +0 01 33.7
 EH3041;SPC AR S     - 1,943,907.32  1,326,359.46   sFT  0.99993902   +0 01 33.7
 EH3041;UTM  15      - 3,807,258.197   596,185.900   MT  0.99971404   +0 35 28.7
 EH3041
 EH3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3041!SPC AR S     -   0.99999375  x   0.99993902  =   0.99993277
 EH3041!UTM  15      -   0.99999375  x   0.99971404  =   0.99970779
 EH3041
 EH3041:                Primary Azimuth Mark                     Grid Az
 EH3041:SPC AR S     -  HARS                                     178 51 15.7
 EH3041:UTM  15      -  HARS                                     178 17 20.7
 EH3041
 EH3041|---------------------------------------------------------------------|
 EH3041| PID    Reference Object                     Distance      Geod. Az  |
 EH3041|                                                           dddmmss.s |
 EH3041| EH3042 HARS                                APPROX. 1.4 KM 1785249.4 |
 EH3041| EH3044 SHERRILL                            498.871 METERS 2521230.2 |
 EH3041|---------------------------------------------------------------------|
 EH3041
 EH3041                          SUPERSEDED SURVEY CONTROL
 EH3041
 EH3041  NAD 83(1986)-  34 24 08.22942(N)    091 57 12.59676(W) AD(       ) 2
 EH3041  NAD 27      -  34 24 07.88300(N)    091 57 12.09700(W) AD(       ) 2
 EH3041
 EH3041.Superseded values are not recommended for survey control.
 EH3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3041.See file dsdata.txt to determine how the superseded data were derived.
 EH3041
 EH3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9618607258(NAD 83)
 EH3041_MARKER: X = CHISELED CROSS
 EH3041_SETTING: 0 = UNSPECIFIED SETTING
 EH3041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH3041
 EH3041  HISTORY     - Date     Condition        Report By
 EH3041  HISTORY     - 1939     MONUMENTED       CGS
 EH3041
 EH3041                          STATION DESCRIPTION
 EH3041
 EH3041'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 EH3041'STATION IS CROSS FILED ON E RAIL OF RAILROAD TRACK, AND IS
 EH3041'498.9 METERS ENE OF TRIANGULATION STATION SHERRILL, AND 1,377.8
 EH3041'METERS N OF TRAVERSE STATION H.A.R.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1982 ***********************************************************************
 EJ1982  DESIGNATION -  TERRE
 EJ1982  PID         -  EJ1982
 EJ1982  STATE/COUNTY-  AR/CLARK
 EJ1982  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1982
 EJ1982                         *CURRENT SURVEY CONTROL
 EJ1982  ___________________________________________________________________
 EJ1982* NAD 83(1997)-  34 02 41.82762(N)    093 10 55.70190(W)     ADJUSTED  
 EJ1982* NAVD 88     -       106.5    (meters)     349.     (feet)  VERTCON   
 EJ1982  ___________________________________________________________________
 EJ1982  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 EJ1982  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EJ1982
 EJ1982  HORZ ORDER  -  SECOND
 EJ1982
 EJ1982.The horizontal coordinates were established by classical geodetic methods
 EJ1982.and adjusted by the National Geodetic Survey in September 1999..
 EJ1982
 EJ1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1982
 EJ1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1982
 EJ1982.The geoid height was determined by GEOID03.
 EJ1982
 EJ1982;                    North         East     Units Scale Factor Converg.
 EJ1982;SPC AR S     -   553,498.778   290,857.187   MT  0.99991849   -0 39 41.9
 EJ1982;SPC AR S     - 1,815,937.24    954,253.95   sFT  0.99991849   -0 39 41.9
 EJ1982;UTM  15      - 3,767,155.157   483,188.674   MT  0.99960348   -0 06 07.1
 EJ1982
 EJ1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1982!SPC AR S     -   0.99998751  x   0.99991849  =   0.99990600
 EJ1982!UTM  15      -   0.99998751  x   0.99960348  =   0.99959099
 EJ1982
 EJ1982:                Primary Azimuth Mark                     Grid Az
 EJ1982:SPC AR S     -  GUM SPRINGS REYNOLDS MET CO TK           076 57 30.7
 EJ1982:UTM  15      -  GUM SPRINGS REYNOLDS MET CO TK           076 23 55.9
 EJ1982
 EJ1982|---------------------------------------------------------------------|
 EJ1982| PID    Reference Object                     Distance      Geod. Az  |
 EJ1982|                                                           dddmmss.s |
 EJ1982| EJ1978 GUM SPRINGS REYNOLDS MET CO TK      APPROX. 9.7 KM 0761748.8 |
 EJ1982| CX6375 TERRE RM 1                           27.746 METERS 17414     |
 EJ1982| DL1446 OKOLONA TX IL NAT GAS MWAVE TR      APPROX.12.9 KM 2420818.0 |
 EJ1982| CX6376 TERRE RM 2                           18.299 METERS 25308     |
 EJ1982| CX6374 TERRE AZ MK                                        2825801.9 |
 EJ1982| EJ1983 CHALYBEATE MTN FIRE LOT 3           APPROX.18.1 KM 3442457.7 |
 EJ1982|---------------------------------------------------------------------|
 EJ1982
 EJ1982                          SUPERSEDED SURVEY CONTROL
 EJ1982
 EJ1982  NAD 83(1986)-  34 02 41.83717(N)    093 10 55.69326(W) AD(       ) 2
 EJ1982  NAD 27      -  34 02 41.48410(N)    093 10 55.07270(W) AD(       ) 2
 EJ1982  NGVD 29 (07/19/86)  106.5    (m)          349.     (f) VERT ANG       
 EJ1982
 EJ1982.Superseded values are not recommended for survey control.
 EJ1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1982.See file dsdata.txt to determine how the superseded data were derived.
 EJ1982
 EJ1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8318967155(NAD 83)
 EJ1982_MARKER: DS = TRIANGULATION STATION DISK
 EJ1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1982
 EJ1982  HISTORY     - Date     Condition        Report By
 EJ1982  HISTORY     - 1957     MONUMENTED       CGS
 EJ1982  HISTORY     - 1964     GOOD             CGS
 EJ1982  HISTORY     - 19690329 GOOD             USGS
 EJ1982
 EJ1982                          STATION DESCRIPTION
 EJ1982
 EJ1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1982'THE STATION IS LOCATED ABOUT 9.5 MILES EAST-NORTHEAST OF OKOLONA,
 EJ1982'9.0 MILES SOUTHWEST OF ARKADELPHIA AND 9.0 MILES NORTH-NORTHWEST
 EJ1982'OF GURDON.  IT IS ON THE SUMMIT OF A PROMINENT HILL, 22 FEET
 EJ1982'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AND 14 FEET EAST
 EJ1982'OF THE SOUTHEAST CORNER OF A LOG SHED.  THE MARK IS STAMPED TERRE
 EJ1982'1957 AND PROJECTS 3 INCHES.
 EJ1982'
 EJ1982'REFERENCE MARK NO. 1 IS 48 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EJ1982'OF THE HOUSE, 10 FEET SOUTHEAST OF A WELL AND 1 FOOT NORTHWEST
 EJ1982'OF A FENCE CORNER.  IT IS STAMPED TERRE NO 1 1957 AND PROJECTS
 EJ1982'5 INCHES.
 EJ1982'
 EJ1982'REFERENCE MARK NO. 2 IS 12 FEET NORTHWEST OF THE NORTHWEST CORNER
 EJ1982'OF THE HOUSE.  IT IS STAMPED TERRE NO 2 1957 AND PROJECTS 5
 EJ1982'INCHES.
 EJ1982'
 EJ1982'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 20 FEET SOUTH OF
 EJ1982'THE CENTER OF A ROAD, 4 FEET SOUTH OF A WITNESS POST AND 2 FEET
 EJ1982'EAST OF A FENCE CORNER.  IT IS STAMPED TERRE 1957 AND PROJECTS
 EJ1982'4 INCHES.
 EJ1982'
 EJ1982'TO REACH THE STATION FROM THE POST OFFICE IN CURTIS, GO WEST
 EJ1982'FOR 1.0 MILE TO U.S. HIGHWAY 67, CROSS HIGHWAY AND CONTINUE WEST
 EJ1982'FOR 1.0 MILE TO A FORK, TAKE RIGHT FORK AND GO NORTH AND NORTHWEST
 EJ1982'FOR 1.0 MILE TO A FORK AT THE SHADY GROVE BAPTIST CHURCH.
 EJ1982'TAKE LEFT FORK AND GO WEST AND NORTHWEST FOR 3.2 MILES TO THE
 EJ1982'SIHLOH BAPTIST CHURCH, CONTINUE NORTHWEST FOR 0.75 MILE TO A
 EJ1982'WIRE GATE ON THE LEFT, (CONTINUE NORTHWEST FOR 0.35 MILE TO A
 EJ1982'FORK, TAKE LEFT FORK AND GO SOUTHWEST FOR 0.5 MILE TO A
 EJ1982'BRIDGE, CONTINUE SOUTHWEST FOR 0.15 MILE TO THE AZIMUTH MARK
 EJ1982'ON THE LEFT AS DESCRIBED.) TURN LEFT THROUGH GATE AND GO
 EJ1982'WEST AND NORTH FOR 0.2 MILE TO THE TOP OF HILL AND STATION AS
 EJ1982'DESCRIBED.
 EJ1982'
 EJ1982'HEIGHT OF LIGHT ABOVE STATION MARK 21.99 METERS.
 EJ1982
 EJ1982                          STATION RECOVERY (1964)
 EJ1982
 EJ1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 EJ1982'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EJ1982'THE HOUSE AND BUILDING, THAT WAS NEAR THE STATION, HAS BEEN
 EJ1982'REMOVED AND THE AREA IS IN PASTURE.
 EJ1982'
 EJ1982'TO REACH THE STATION, FROM THE POST OFFICE AT CURTIS, FOLLOW
 EJ1982'THE ORIGINAL DESCRIPTION TO FORKS AT SHILOH BAPTIST CHURCH,
 EJ1982'CONTINUE NORTHWEST FOR 0.7 MILE TO A DRIVEWAY AND CATTLE GUARD
 EJ1982'ON THE LEFT, CONTINUE ON MAIN ROAD FOR 0.1 MILE TO A WIRE GATE
 EJ1982'AND DIM ROAD ON LEFT, TURN LEFT AND FOLLOW DIM ROAD WESTERLY
 EJ1982'FOR 0.2 MILE TO TOP OF HILL AND STATION.
 EJ1982'
 EJ1982'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND IS IN A FENCE
 EJ1982'CORNER TO EAST OF A FENCED LANE.
 EJ1982
 EJ1982                          STATION RECOVERY (1969)
 EJ1982
 EJ1982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ1982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1360 ***********************************************************************
 DK1360  DESIGNATION -  TEX BOLT
 DK1360  PID         -  DK1360
 DK1360  STATE/COUNTY-  AR/ASHLEY
 DK1360  USGS QUAD   -  WILMOT (1960)
 DK1360
 DK1360                         *CURRENT SURVEY CONTROL
 DK1360  ___________________________________________________________________
 DK1360* NAD 83(1986)-  33 03 18.     (N)    091 32 48.     (W)     SCALED    
 DK1360* NAVD 88     -        30.65   (+/-2cm)     100.6    (feet)  VERTCON   
 DK1360  ___________________________________________________________________
 DK1360  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK1360
 DK1360  VERT ORDER  -  ? (See Below)
 DK1360
 DK1360.The horizontal coordinates were scaled from a topographic map and have
 DK1360.an estimated accuracy of +/- 6 seconds.
 DK1360
 DK1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1360.The vertical order pertains to the NGVD 29 superseded value.
 DK1360
 DK1360.The geoid height was determined by GEOID03.
 DK1360
 DK1360;                    North         East    Units  Estimated Accuracy
 DK1360;SPC AR S     -   443,170.      442,340.      MT  (+/- 180 meters Scaled)
 DK1360
 DK1360                          SUPERSEDED SURVEY CONTROL
 DK1360
 DK1360  NGVD 29 (??/??/??)   30.766  (m)          100.94   (f) ADJUSTED    ?  
 DK1360
 DK1360.Superseded values are not recommended for survey control.
 DK1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1360.See file dsdata.txt to determine how the superseded data were derived.
 DK1360
 DK1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS356583(NAD 83)
 DK1360_MARKER: B = BOLT
 DK1360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1360
 DK1360  HISTORY     - Date     Condition        Report By
 DK1360  HISTORY     - UNK      MONUMENTED       DOD
 DK1360  HISTORY     - 1934     GOOD             CGS
 DK1360
 DK1360                          STATION DESCRIPTION
 DK1360
 DK1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1360'2 MI E FROM WILMOT.
 DK1360'ABOUT 2 MILES EAST ALONG A DIRT ROAD FROM WILMOT, ASHLEY COUNTY, AT
 DK1360'THE NORTHEAST CORNER OF A FIELD AT THE JUNCTION OF A ROAD LEADING
 DK1360'SOUTH, AT A POINT WHERE A DITCH LEADING SOUTH TURNS EAST ALONG THE
 DK1360'NORTH SIDE OF THE ROAD, EAST OF A SMOKESTACK AT A MILL, AND 1.5 FEET
 DK1360'FROM EACH FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 DK1360'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1360'PROJECTING ABOUT 6 INCHES ABOVE GROUND AND BEARING A CORPS OF
 DK1360'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1361 ***********************************************************************
 DK1361  DESIGNATION -  TEX CAP
 DK1361  PID         -  DK1361
 DK1361  STATE/COUNTY-  AR/ASHLEY
 DK1361  USGS QUAD   -  WILMOT (1960)
 DK1361
 DK1361                         *CURRENT SURVEY CONTROL
 DK1361  ___________________________________________________________________
 DK1361* NAD 83(1986)-  33 03 17.     (N)    091 32 48.     (W)     SCALED    
 DK1361* NAVD 88     -        31.87   (+/-2cm)     104.6    (feet)  VERTCON   
 DK1361  ___________________________________________________________________
 DK1361  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK1361
 DK1361  VERT ORDER  -  ? (See Below)
 DK1361
 DK1361.The horizontal coordinates were scaled from a topographic map and have
 DK1361.an estimated accuracy of +/- 6 seconds.
 DK1361
 DK1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1361.The vertical order pertains to the NGVD 29 superseded value.
 DK1361
 DK1361.The geoid height was determined by GEOID03.
 DK1361
 DK1361;                    North         East    Units  Estimated Accuracy
 DK1361;SPC AR S     -   443,140.      442,340.      MT  (+/- 180 meters Scaled)
 DK1361
 DK1361                          SUPERSEDED SURVEY CONTROL
 DK1361
 DK1361  NGVD 29 (??/??/??)   31.981  (m)          104.92   (f) ADJUSTED    ?  
 DK1361
 DK1361.Superseded values are not recommended for survey control.
 DK1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1361.See file dsdata.txt to determine how the superseded data were derived.
 DK1361
 DK1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS356582(NAD 83)
 DK1361_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1361
 DK1361  HISTORY     - Date     Condition        Report By
 DK1361  HISTORY     - UNK      MONUMENTED       DOD
 DK1361  HISTORY     - 1934     SEE DESCRIPTION  CGS
 DK1361
 DK1361                          STATION DESCRIPTION
 DK1361
 DK1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1361'2 MI E FROM WILMOT.
 DK1361'ABOUT 2 MILES EAST ALONG A DIRT ROAD FROM WILMOT, ASHLEY COUNTY, AT
 DK1361'THE NORTHEAST CORNER OF A FIELD AT THE JUNCTION OF A ROAD LEADING
 DK1361'SOUTH, AT A POINT WHERE A DITCH LEADING SOUTH TURNS EAST ALONG THE
 DK1361'NORTH SIDE OF THE ROAD, EAST OF A SMOKESTACK AT A MILL, AND 1.5 FEET
 DK1361'FROM EACH FENCE.  AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE THE
 DK1361'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1545 ***********************************************************************
 DL1545  DESIGNATION -  TEXAIR
 DL1545  PID         -  DL1545
 DL1545  STATE/COUNTY-  AR/MILLER
 DL1545  USGS QUAD   -  MANDEVILLE (1975)
 DL1545
 DL1545                         *CURRENT SURVEY CONTROL
 DL1545  ___________________________________________________________________
 DL1545* NAD 83(1997)-  33 27 24.51662(N)    093 59 41.08748(W)     ADJUSTED  
 DL1545* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 DL1545  ___________________________________________________________________
 DL1545  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DL1545  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL1545
 DL1545  HORZ ORDER  -  THIRD
 DL1545
 DL1545.This mark is at Texarkana Regional-Webb Fld Airport (TXK)
 DL1545
 DL1545.The horizontal coordinates were established by classical geodetic methods
 DL1545.and adjusted by the National Geodetic Survey in September 1999..
 DL1545
 DL1545.The orthometric height was scaled from a topographic map.
 DL1545
 DL1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1545
 DL1545.The geoid height was determined by GEOID03.
 DL1545
 DL1545;                    North         East     Units Scale Factor Converg.
 DL1545;SPC AR S     -   489,444.047   214,568.579   MT  0.99996893   -1 06 59.2
 DL1545;SPC AR S     - 1,605,784.34    703,963.75   sFT  0.99996893   -1 06 59.2
 DL1545;SPC TXNC     - 2,207,489.843 1,018,676.119   MT  0.99989755   +2 27 25.7
 DL1545;SPC TXNC     - 7,242,406.26  3,342,106.57   sFT  0.99989755   +2 27 25.7
 DL1545;UTM  15      - 3,702,373.273   407,554.902   MT  0.99970536   -0 32 54.4
 DL1545
 DL1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1545!SPC AR S     -   0.99998680  x   0.99996893  =   0.99995573
 DL1545!SPC TXNC     -   0.99998680  x   0.99989755  =   0.99988435
 DL1545!UTM  15      -   0.99998680  x   0.99970536  =   0.99969216
 DL1545
 DL1545|---------------------------------------------------------------------|
 DL1545| PID    Reference Object                     Distance      Geod. Az  |
 DL1545|                                                           dddmmss.s |
 DL1545| CX6378 TEXAIR RM 1                          17.415 METERS 09724     |
 DL1545| DL1544 TEXARKANA MUNICIPAL APT BEACON        9.571 METERS 18101     |
 DL1545| DM1210 TEXARKANA ST L SW RR HOSP CUP       APPROX. 4.7 KM 2110011.4 |
 DL1545| DM1197 FEDERAL CORR INST WATER TANK        APPROX.12.4 KM 2250944.6 |
 DL1545| DM1198 TEXARKANA SW GAS AND ELEC STK       APPROX. 6.2 KM 2253037.3 |
 DL1545| DM1194 TEXARKANA RAD STA KCMC FM TWR       APPROX. 6.8 KM 2614736.8 |
 DL1545| CX6377 TEXAIR AZ MK                                       3253600.1 |
 DL1545| CX6379 TEXAIR RM 2                          21.845 METERS 34811     |
 DL1545|---------------------------------------------------------------------|
 DL1545
 DL1545                          SUPERSEDED SURVEY CONTROL
 DL1545
 DL1545  NAD 83(1997)-  33 27 24.52170(N)    093 59 41.08314(W) AD(       ) 3
 DL1545  NAD 83(1997)-  33 27 24.52200(N)    093 59 41.08113(W) AD(       ) 3
 DL1545  NAD 83(1986)-  33 27 24.52415(N)    093 59 41.07532(W) AD(       ) 3
 DL1545  NAD 27      -  33 27 24.07400(N)    093 59 40.40200(W) AD(       ) 3
 DL1545
 DL1545.Superseded values are not recommended for survey control.
 DL1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1545.See file dsdata.txt to determine how the superseded data were derived.
 DL1545
 DL1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0755502373(NAD 83)
 DL1545_MARKER: DS = TRIANGULATION STATION DISK
 DL1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1545
 DL1545  HISTORY     - Date     Condition        Report By
 DL1545  HISTORY     - 1950     MONUMENTED       CGS
 DL1545  HISTORY     - 1956     GOOD             CGS
 DL1545  HISTORY     - 1956     GOOD             CGS
 DL1545  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DL1545  HISTORY     - 1964     GOOD             CGS
 DL1545  HISTORY     - 1967     GOOD             BGAS
 DL1545  HISTORY     - 1981     GOOD             NGS
 DL1545
 DL1545                          STATION DESCRIPTION
 DL1545
 DL1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DL1545'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF TEXARKANA
 DL1545'AT THE TEXARKANA MUNICIPAL AIRPORT, 73 FEET SOUTHEAST OF A STEEL
 DL1545'FENCE, 29 FEET EAST OF THE NORTHEAST CORNER OF A SMALL WHITE
 DL1545'BUILDING, AND 24 FEET NORTH OF THE NORTHWEST LEG OF THE AIRPORT
 DL1545'BEACON.
 DL1545'
 DL1545'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 DL1545'STAMPED TEXAIR 1950.
 DL1545'
 DL1545'REFERENCE MARK NO. 1 IS 45 FEET NORTHEAST OF A METAL WINDSOCK POLE.
 DL1545'IT PROJECTS 1 INCH, AND THE DISK IS STAMPED TEXAIR NO 1 1950.
 DL1545'
 DL1545'REFERENCE MARK NO. 2 IS 2 FEET SOUTHEAST OF THE STEEL FENCE.  IT
 DL1545'PROJECTS 1 INCH, AND THE DISK IS STAMPED TEXAIR NO 2 1950.
 DL1545'
 DL1545'THE AZIMUTH MARK IS 0.1 MILE NORTHWEST OF THE JUNCTION OF THE
 DL1545'ENTRANCE TO THE AIRPORT WITH U.S. HIGHWAY NO. 67, 14 FEET SOUTHWEST
 DL1545'OF THE CENTER OF A ROAD TO A FARM HOUSE, AND 1 FOOT SOUTHWEST OF A
 DL1545'POWER LINE POLE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DL1545'TEXAIR 1950.
 DL1545'
 DL1545'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 DL1545'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.  THE AZIMUTH MARK
 DL1545'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 DL1545'
 DL1545'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL1545
 DL1545                          STATION RECOVERY (1956)
 DL1545
 DL1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DL1545'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DL1545'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DL1545'FOR PROCEEDING TO STATION SITE WERE CORRECT EXCEPT THAT IT IS 29
 DL1545'FEET NORTH (INSTEAD OF EAST) OF THE NORTHEAST CORNER OF A SMALL
 DL1545'WHITE BUILDING.
 DL1545
 DL1545                          STATION RECOVERY (1956)
 DL1545
 DL1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 DL1545'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 DL1545'CONDITION.  DESCRIPTION ADEQUATE.
 DL1545'
 DL1545'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 DL1545'THAT THE AZIMUTH WAS DESTROYED BY THE CONSTRUCTION OF A NEW HIGHWAY.
 DL1545
 DL1545                          STATION RECOVERY (1963)
 DL1545
 DL1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1545'STATION RECOVERED TO THE WEST OF THE NEW AIRPORT TERMINAL AT THE
 DL1545'TEXARCANA AIRPORT.  THE STATION MARK, R.M. NO. 2 AND THE AZIMUTH
 DL1545'MARK FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS EVIDENTLY DESTROYED
 DL1545'BY CONSTRUCTION OF A NEW DRIVEWAY IN FRONT OF THE TERMINAL.
 DL1545'SEVERAL OBJECTS COULD BE USED TO AID IN THE RECOVERY OF THE
 DL1545'STATION MARK SO A NEW REFERENCE MARK WAS NOT ESTABLISHED AT THIS
 DL1545'TIME.
 DL1545'
 DL1545'THE STATION MARK IS 29.25 FEET WEST OF THE CENTER OF A CHISELED
 DL1545'CROSS ON A CONCRETE CURB, 20.63 FEET NORTH-NORTHEAST OF BENCH
 DL1545'MARK L 257 SET VERTICALLY IN THE NORTH FACE OF A SMALL CONCRETE
 DL1545'BUILDING, 23.5 FEET NORTH OF THE BASE OF THE NORTHWEST LEG OF AN
 DL1545'AIRWAY BEACON AND IT IS JUST BELOW THE GROUND LEVEL.
 DL1545'
 DL1545'R.M. NO. 2 IS 71.67 FEET NORTH OF THE STATION, 10.55 FEET EAST OF
 DL1545'A CONCRETE CURB, 2.5 FEET SOUTHWEST OF THE BASE OF A SMALL TREE
 DL1545'AND ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DL1545'
 DL1545'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DL1545'CONDITION.
 DL1545
 DL1545                          STATION RECOVERY (1964)
 DL1545
 DL1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 DL1545'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 DL1545'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 DL1545'REFERENCE MARK NO. 1 WAS APPARENTLY DESTROYED BY CONSTURCTION
 DL1545'OF A PARKING LOT.
 DL1545
 DL1545                          STATION RECOVERY (1967)
 DL1545
 DL1545'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DL1545'THE STATION WAS VISITED AND THE STATION AND R.M. 2 WERE FOUND IN
 DL1545'GOOD CONDITION.  A PARKING AREA HAS BEEN BUILT WHERE R.M. 1
 DL1545'WAS.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND, THE FARM
 DL1545'HOUSE AND THE ROAD LEADING TO IT NO LONGER EXIST.  IT IS NOW THE
 DL1545'SITE OF A GOLF PUTTING RANGE.  BENCH MARK L 257 WAS RECOVERED IN
 DL1545'GOOD CONDITION.
 DL1545'
 DL1545'THE 1950 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 DL1545
 DL1545                          STATION RECOVERY (1981)
 DL1545
 DL1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JVD)
 DL1545'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 DL1545'THE MARKS MAY BE DESTROYED IN THE NEAR FUTURE WHEN THE PARKING LOT
 DL1545'AT THE AIRPORT WILL BE REBUILD.
 DL1545'
 DL1545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TEXARKANA
 DL1545'MUNICIPAL-WEBB FIELD (AIRPORT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1207 ***********************************************************************
 DM1207  DESIGNATION -  TEXARKANA
 DM1207  PID         -  DM1207
 DM1207  STATE/COUNTY-  AR/MILLER
 DM1207  USGS QUAD   -  TEXARKANA (1975)
 DM1207
 DM1207                         *CURRENT SURVEY CONTROL
 DM1207  ___________________________________________________________________
 DM1207* NAD 83(1997)-  33 24 28.85476(N)    094 01 49.90365(W)     ADJUSTED  
 DM1207* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 DM1207  ___________________________________________________________________
 DM1207  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DM1207  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM1207
 DM1207  HORZ ORDER  -  THIRD
 DM1207
 DM1207.The horizontal coordinates were established by classical geodetic methods
 DM1207.and adjusted by the National Geodetic Survey in September 1999..
 DM1207
 DM1207.The orthometric height was scaled from a topographic map.
 DM1207
 DM1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1207
 DM1207.The geoid height was determined by GEOID03.
 DM1207
 DM1207;                    North         East     Units Scale Factor Converg.
 DM1207;SPC AR S     -   484,098.697   211,135.359   MT  0.99997781   -1 08 11.3
 DM1207;SPC AR S     - 1,588,247.14    692,699.92   sFT  0.99997781   -1 08 11.3
 DM1207;SPC TXNC     - 2,201,941.315 1,015,583.020   MT  0.99989190   +2 26 15.4
 DM1207;SPC TXNC     - 7,224,202.46  3,331,958.62   sFT  0.99989190   +2 26 15.4
 DM1207;UTM  15      - 3,696,995.543   404,175.780   MT  0.99971321   -0 34 02.8
 DM1207
 DM1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1207!SPC AR S     -   0.99998836  x   0.99997781  =   0.99996617
 DM1207!SPC TXNC     -   0.99998836  x   0.99989190  =   0.99988026
 DM1207!UTM  15      -   0.99998836  x   0.99971321  =   0.99970158
 DM1207
 DM1207:                Primary Azimuth Mark                     Grid Az
 DM1207:SPC AR S     -  TEXARKANA RAD RNG CENTER MAST            006 09 15.9
 DM1207:SPC TXNC     -  TEXARKANA RAD RNG CENTER MAST            002 34 49.2
 DM1207:UTM  15      -  TEXARKANA RAD RNG CENTER MAST            005 35 07.4
 DM1207
 DM1207|---------------------------------------------------------------------|
 DM1207| PID    Reference Object                     Distance      Geod. Az  |
 DM1207|                                                           dddmmss.s |
 DM1207| DM1200 TEXARKANA RAD RNG CENTER MAST       APPROX. 7.6 KM 0050104.6 |
 DM1207| DM1210 TEXARKANA ST L SW RR HOSP CUP       APPROX. 1.7 KM 0331239.0 |
 DM1207| CX6380 TEXARKANA AZ MK                                    0874548.5 |
 DM1207| DM1208 TEXARKANA COUNTRY CLUB TANK         APPROX. 1.2 KM 0950504.3 |
 DM1207| CX6383 TEXARKANA RM 3                        5.066 METERS 10337     |
 DM1207| CX6381 TEXARKANA RM 1                        9.206 METERS 13232     |
 DM1207| DM1197 FEDERAL CORR INST WATER TANK        APPROX. 6.4 KM 2383430.1 |
 DM1207| DM1209 WAKE VILLAGE MUNICIPAL TANK         APPROX. 7.4 KM 2854633.5 |
 DM1207| DM1202 TEXARKANA FED COMP AND WHSE TK      APPROX. 2.3 KM 2925830.1 |
 DM1207| CX6382 TEXARKANA RM 2                       19.818 METERS 31234     |
 DM1207| DM1198 TEXARKANA SW GAS AND ELEC STK       APPROX. 1.5 KM 3150730.7 |
 DM1207| DM1194 TEXARKANA RAD STA KCMC FM TWR       APPROX. 5.6 KM 3224615.0 |
 DM1207| DM1201 TEXARKANA BEECH ST BAP CH DOME      APPROX. 2.4 KM 3442821.4 |
 DM1207|---------------------------------------------------------------------|
 DM1207
 DM1207                          SUPERSEDED SURVEY CONTROL
 DM1207
 DM1207  NAD 83(1997)-  33 24 28.85937(N)    094 01 49.89933(W) AD(       ) 3
 DM1207  NAD 83(1997)-  33 24 28.85980(N)    094 01 49.89701(W) AD(       ) 3
 DM1207  NAD 83(1986)-  33 24 28.86211(N)    094 01 49.89139(W) AD(       ) 3
 DM1207  NAD 27      -  33 24 28.41100(N)    094 01 49.21400(W) AD(       ) 3
 DM1207
 DM1207.Superseded values are not recommended for survey control.
 DM1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1207.See file dsdata.txt to determine how the superseded data were derived.
 DM1207
 DM1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0417696996(NAD 83)
 DM1207_MARKER: DS = TRIANGULATION STATION DISK
 DM1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1207
 DM1207  HISTORY     - Date     Condition        Report By
 DM1207  HISTORY     - 1951     MONUMENTED       CGS
 DM1207  HISTORY     - 1956     GOOD             CGS
 DM1207  HISTORY     - 1963     GOOD             CGS
 DM1207  HISTORY     - 1963     GOOD             CGS
 DM1207  HISTORY     - 1967     GOOD             BGAS
 DM1207  HISTORY     - 19971025 GOOD             USPSQD
 DM1207
 DM1207                          STATION DESCRIPTION
 DM1207
 DM1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1207'THE STATION IS LOCATED IN THE SOUTHEAST PART OF TEXARKANA,
 DM1207'3/4 MILE EAST OF THE TEXAS-ARKANSAS STATE LINE, 61 FEET
 DM1207'NORTHWEST OF THE NORTH END OF THE HICKORY STREET OVERPASS, 49
 DM1207'FEET WEST OF THE CENTER OF U.S. HIGHWAY 71, AND ON LAND OWNED
 DM1207'BY THE CIGAINERO BROTHERS.
 DM1207'
 DM1207'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 DM1207'HIGHWAY 71 FOR ABOUT 75 YARDS TO A PAVED ROAD ON THE RIGHT.
 DM1207'TURN RIGHT, EAST, AND FOLLOW THE PAVED ROAD FOR 0.3 MILE TO
 DM1207'ANOTHER PAVED ROAD ON THE RIGHT AND SIGN TEXARKANA COUNTRY
 DM1207'CLUB.  TURN RIGHT, SOUTH, AND GO FOR ABOUT 0.1 MILE TO THE
 DM1207'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DM1207'
 DM1207'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 DM1207'TEXARKANA 1951.
 DM1207'
 DM1207'REFERENCE MARK NO. 1 IS 32 FEET NORTHWEST OF THE NORTH END OF
 DM1207'THE OVERPASS, AND 28 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 DM1207'71.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DM1207'TEXARKANA NO 1 1951.
 DM1207'
 DM1207'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE SOUTHWEST CORNER
 DM1207'OF A BRICK BUILDING.  THE MARK PROJECTS 5 INCHES, AND THE DISK
 DM1207'IS STAMPED TEXARKANA NO 2 1951
 DM1207'
 DM1207'THE AZIMUTH MARK IS 57 FEET WEST OF THE CENTER OF A PAVED
 DM1207'ROAD, AND 1 FOOT WEST OF A NORTH-SOUTH WIRE FENCE.  THE MARK
 DM1207'PROJECTS 3 INCHES, AND THE DISK IS STAMPED TEXARKANA 1951.
 DM1207'
 DM1207'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DM1207'CYLINDERS.
 DM1207'
 DM1207'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1207
 DM1207                          STATION RECOVERY (1956)
 DM1207
 DM1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1207'THE STATION, R.M. NO. 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 DM1207'CONDITION AS DESCRIBED.  R.M. NO. 2 WAS NOT FOUND.  EVIDENTLY
 DM1207'IT HAS BEEN COVERED WITH FILL.  DIRECTIONS FOR PROCEEDING TO
 DM1207'STATION SITE ARE CORRECT.
 DM1207
 DM1207                          STATION RECOVERY (1963)
 DM1207
 DM1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 DM1207'THE STATION WAS VISITED 5-15-63 AND THE STATION, AZIMUTH MARK,
 DM1207'AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.
 DM1207'REFERENCE MARK NO. 1 HAD BEEN DESTROYED PRIOR TO THIS DATE BY
 DM1207'THE CONSTRUCTION OF A NEW OVERPASS BUILT OVER THE TEXAS AND
 DM1207'PACIFIC RAILROAD.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT
 DM1207'THIS DATE.  THE AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION
 DM1207'AT THIS DATE.  THE TEXARKANA COUNTRY CLUB WATER TANK IS NOT
 DM1207'VISIBLE FROM THE STATION.  A NEW DESCRIPTION FOLLOWS--
 DM1207'
 DM1207'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF TEXARKANA,
 DM1207'0.75 MILE EAST OF THE ARKANSAS-TEXAS STATE LINE, AT THE NORTHWEST
 DM1207'END OF THE HICKORY STREET OVERPASS (U.S. HIGHWAY 71) OVER THE
 DM1207'TEXAS AND PACIFIC RAILROAD.  IT IS 50 FEET WEST OF THE CENTER
 DM1207'OF THE NEUTRAL GROUND OF U.S. HIGHWAY 71, 16 FEET WEST OF THE
 DM1207'NORTHWEST ABUTMENT OF THE OVER PASS, 60 FEET NORTH OF THE NORTH
 DM1207'RAIL OF THE TRACK, 47.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DM1207'OF A BRICK BUILDING NOW USED AS A GARAGE, AND 1 FOOT SOUTH OF
 DM1207'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 DM1207'TEXARKANA 1950, FLUSH WITH THE GROUND.
 DM1207'
 DM1207'REFERENCE MARK NO. 2 IS 65.02 FEET NORTHWEST OF THE STATION
 DM1207'IN THE CENTER OF A DRIVEWAY AROUND THE SOUTH SIDE OF THE BRICK
 DM1207'BUILDING, 79 FEET NORTHWEST OF THE NORTHEST CORNER OF THE
 DM1207'OVERPASS, 10.5 FEET WEST OF THE SOUTHWEST CORNER OF THE BRICK
 DM1207'BUILDING, 2 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL
 DM1207'OF THE BRICK BUILDING, 6.5 FEET EAST OF THE PROJECTED PLANE OF
 DM1207'THE WEST WALL OF THE BUILDING AND 8 FEET SOUTHWEST OF A FORKED
 DM1207'CHINA BERRY TREE.  IT IS A STANDARD DISK, STAMPED TEXARKANA
 DM1207'NO 2 1950, FLUSH WITH THE GROUND.
 DM1207'
 DM1207'REFERENCE MARK NO. 3 IS 16.62 FEET EAST OF THE STATION.  IT IS
 DM1207'A STANDARD DISK, STAMPED TEXARKANA NO 3 1950, SET IN A DRILL
 DM1207'HOLE IN THE NORTHWEST ABUTMENT OF THE OVERPASS.
 DM1207'
 DM1207'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION ON PROPERTY
 DM1207'OWNED BY W.K. ELLIOTT, 1019 FORREST STREET, AT THE SOUTHEAST
 DM1207'CORNER OF THE ELLIOTTS LOT, 57 FEET WEST OF A BLACK TOP ROAD
 DM1207'LEADING TO THE TEXARKANA COUNTY CLUB, 1 FOOT WEST OF A FENCE
 DM1207'LINE, 6 FEET SOUTH OF THE EAST END OF A METAL GATE IN EAST-WEST
 DM1207'FENCE LINE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 DM1207'STANDARD DISK, STAMPED TEXARKANA 1950, PROJECTING 3 INCHES.
 DM1207'
 DM1207'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S.
 DM1207'HIGHWAY 71 FOT 1 BLOCK TO FORREST STREET, TURN RIGHT AND GO EAST
 DM1207'ON FORREST STREET FOR 0.3 MILE TO FERGUSON STREET AND THE
 DM1207'ENTRANCE TO THE TEXARKANA COUNTRY CLUB ON THE RIGHT, TURN
 DM1207'RIGHT INTO MR. ELLIOTTS YARD AND GO TO THE SOUTHEAST CORNER OF
 DM1207'THE LOT AND THE MARK IN THE NORTH-SOUTH FENCE LINE.
 DM1207
 DM1207                          STATION RECOVERY (1963)
 DM1207
 DM1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DM1207'THE STATION, R.M. NO. 2 AND AZIMUTH MARK RECOVERED AND FOUND
 DM1207'IN GOOD CONDITION.  ACCORDING TO LOCAL INFORMATION R.M. NO. 1
 DM1207'WAS DESTROYED WHEN A NEW OVERPASS WAS BUILT.  IT WAS THOUGHT
 DM1207'THAT A NEW REFERENCE MARK HAD BEEN SET BUT THE RECOVERY NOTE
 DM1207'WAS NOT AVAILABLE AT TIME OF RECOVERY.
 DM1207'
 DM1207'THE STATION MARK IS 16.5 FEET WEST-NORTHWEST OF THE NORTHWEST
 DM1207'EDGE OF THE NORTHWEST ABUTMENT OF A NEW OVERPASS AND 1 FOOT
 DM1207'SOUTH OF A WITNESS POST.  R.M. NO. 2 IS 17 FEET SOUTH-SOUTHEAST
 DM1207'OF THE SOUTHWEST CORNER OF A GARAGE AND 10 FEET WEST-SOUTHWEST
 DM1207'OF THE SOUTHWEST CORNER OF A GREASE RACK BUILDING.  THE AZIMUTH
 DM1207'MARK WAS RECOVERED AS DESCRIBED.
 DM1207
 DM1207                          STATION RECOVERY (1967)
 DM1207
 DM1207'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DM1207'TEXARKANA 1950-GOOD
 DM1207'
 DM1207'TEXARKANA NO 2 1950-GOOD
 DM1207'
 DM1207'TEXARKANA NO 3 1950-GOOD
 DM1207'
 DM1207'TEXARKANA 1950 (AZ MK)-NOT SEARCHED FOR
 DM1207'
 DM1207'THE STATION WAS VISITED AND THE STATION, R.M. 2 AND R.M. 3 WERE
 DM1207'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DM1207'MR. HANSEN NOTED IN HIS 1963 RECOVERY THAT THE TEXARKANA COUNTRY
 DM1207'CLUB WATER TANK WAS NOT VISIBLE FROM THE STATION.  THIS WAS
 DM1207'PROBABLY DUE TO FOLIAGE AT THAT TIME OF YEAR.  IT WAS VISIABLE
 DM1207'AT THIS DATE.
 DM1207'
 DM1207'DISTANCES AND DIRECTIONS FOR LOCATING THE STATION ARE ADEQUATE.
 DM1207
 DM1207                          STATION RECOVERY (1997)
 DM1207
 DM1207'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1201 ***********************************************************************
 DM1201  DESIGNATION -  TEXARKANA BEECH ST BAP CH DOME
 DM1201  PID         -  DM1201
 DM1201  STATE/COUNTY-  AR/MILLER
 DM1201  USGS QUAD   -  TEXARKANA (1975)
 DM1201
 DM1201                         *CURRENT SURVEY CONTROL
 DM1201  ___________________________________________________________________
 DM1201* NAD 83(1997)-  33 25 42.56198(N)    094 02 14.32717(W)     ADJUSTED  
 DM1201* NAVD 88     -                                                        
 DM1201  ___________________________________________________________________
 DM1201  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DM1201  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM1201
 DM1201  HORZ ORDER  -  THIRD
 DM1201
 DM1201.The horizontal coordinates were established by classical geodetic methods
 DM1201.and adjusted by the National Geodetic Survey in September 1999..
 DM1201
 DM1201
 DM1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1201
 DM1201.The geoid height was determined by GEOID03.
 DM1201
 DM1201;                    North         East     Units Scale Factor Converg.
 DM1201;SPC AR S     -   486,381.566   210,549.605   MT  0.99997399   -1 08 25.0
 DM1201;SPC AR S     - 1,595,736.85    690,778.16   sFT  0.99997399   -1 08 25.0
 DM1201;SPC TXNC     - 2,204,183.042 1,014,856.151   MT  0.99989418   +2 26 02.1
 DM1201;SPC TXNC     - 7,231,557.20  3,329,573.89   sFT  0.99989418   +2 26 02.1
 DM1201;UTM  15      - 3,699,271.887   403,567.547   MT  0.99971465   -0 34 17.4
 DM1201
 DM1201                          SUPERSEDED SURVEY CONTROL
 DM1201
 DM1201  NAD 83(1997)-  33 25 42.56678(N)    094 02 14.32304(W) AD(       ) 4
 DM1201  NAD 83(1997)-  33 25 42.56715(N)    094 02 14.32075(W) AD(       ) 4
 DM1201  NAD 83(1986)-  33 25 42.56943(N)    094 02 14.31501(W) AD(       ) 4
 DM1201  NAD 27      -  33 25 42.11800(N)    094 02 13.63500(W) AD(       ) 3
 DM1201
 DM1201.Superseded values are not recommended for survey control.
 DM1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1201.See file dsdata.txt to determine how the superseded data were derived.
 DM1201
 DM1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0356899272(NAD 83)
 DM1201_MARKER: 87 = DOME
 DM1201
 DM1201  HISTORY     - Date     Condition        Report By
 DM1201  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1201  HISTORY     - 1956     GOOD             CGS
 DM1201  HISTORY     - 19971025 GOOD             USPSQD
 DM1201
 DM1201                          STATION DESCRIPTION
 DM1201
 DM1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1201'THE STATION IS LOCATED NEAR THE EAST EDGE OF TEXARKANA, AT
 DM1201'THE SOUTHEAST CORNER OF THE INTERSECTION OF BEECH STREET
 DM1201'AND EAST SIXTH STREETS.
 DM1201'
 DM1201'THE BUILDING IS A LARGE CONCRETE STRUCTURE WITH PILLARS ON
 DM1201'ALL SIDES.  IT IS APPROXIMATELY 110 FEET HIGH AND PAINTED
 DM1201'WHITE.  THE BALL AT THE APEX OF THE DOME WAS THE POINT OBSERVED.
 DM1201
 DM1201                          STATION RECOVERY (1956)
 DM1201
 DM1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1201'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1201'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1201
 DM1201                          STATION RECOVERY (1997)
 DM1201
 DM1201'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1208 ***********************************************************************
 DM1208  DESIGNATION -  TEXARKANA COUNTRY CLUB TANK
 DM1208  PID         -  DM1208
 DM1208  STATE/COUNTY-  AR/MILLER
 DM1208  USGS QUAD   -  TEXARKANA (1975)
 DM1208
 DM1208                         *CURRENT SURVEY CONTROL
 DM1208  ___________________________________________________________________
 DM1208* NAD 83(1997)-  33 24 25.43669(N)    094 01 04.13094(W)     ADJUSTED  
 DM1208* NAVD 88     -                                                        
 DM1208  ___________________________________________________________________
 DM1208  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DM1208  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM1208
 DM1208  HORZ ORDER  -  THIRD
 DM1208
 DM1208.The horizontal coordinates were established by classical geodetic methods
 DM1208.and adjusted by the National Geodetic Survey in September 1999..
 DM1208
 DM1208
 DM1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1208
 DM1208.The geoid height was determined by GEOID03.
 DM1208
 DM1208;                    North         East     Units Scale Factor Converg.
 DM1208;SPC AR S     -   483,970.029   212,315.751   MT  0.99997799   -1 07 45.7
 DM1208;SPC AR S     - 1,587,825.00    696,572.59   sFT  0.99997799   -1 07 45.7
 DM1208;SPC TXNC     - 2,201,886.485 1,016,769.035   MT  0.99989180   +2 26 40.4
 DM1208;SPC TXNC     - 7,224,022.58  3,335,849.74   sFT  0.99989180   +2 26 40.4
 DM1208;UTM  15      - 3,696,878.634   405,357.077   MT  0.99971043   -0 33 37.6
 DM1208
 DM1208                          SUPERSEDED SURVEY CONTROL
 DM1208
 DM1208  NAD 83(1997)-  33 24 25.44133(N)    094 01 04.12643(W) AD(       ) 4
 DM1208  NAD 83(1997)-  33 24 25.44179(N)    094 01 04.12417(W) AD(       ) 4
 DM1208  NAD 83(1986)-  33 24 25.44415(N)    094 01 04.11873(W) AD(       ) 4
 DM1208  NAD 27      -  33 24 24.99300(N)    094 01 03.44300(W) AD(       ) 3
 DM1208
 DM1208.Superseded values are not recommended for survey control.
 DM1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1208.See file dsdata.txt to determine how the superseded data were derived.
 DM1208
 DM1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0535796879(NAD 83)
 DM1208_MARKER: 53 = ELEVATED TANK
 DM1208
 DM1208  HISTORY     - Date     Condition        Report By
 DM1208  HISTORY     - 1950     FIRST OBSERVED   CGS
 DM1208  HISTORY     - 1956     GOOD             CGS
 DM1208  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1208
 DM1208                          STATION DESCRIPTION
 DM1208
 DM1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DM1208'THE WATER TANK IS LOCATED NEAR THE SOUTHEAST EDGE OF TEXARKANA,
 DM1208'ABOUT 0.5 MILE EAST OF U.S. HIGHWAY 71, AND ABOUT 100 YARDS
 DM1208'NORTH OF THE COUNTRY CLUB BUILDING.
 DM1208'
 DM1208'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 100 FEET HIGH,
 DM1208'AND PAINTED ALUMINUM.
 DM1208'
 DM1208'THE POINT INTERSECTED WAS THE FINIAL AT THE APEX OF THE ROOF.
 DM1208
 DM1208                          STATION RECOVERY (1956)
 DM1208
 DM1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1208'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1208'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1208
 DM1208                          STATION RECOVERY (1997)
 DM1208
 DM1208'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1565 ***********************************************************************
 DL1565  DESIGNATION -  TEXARKANA MEMPHIS AWY BCN 19
 DL1565  PID         -  DL1565
 DL1565  STATE/COUNTY-  AR/HEMPSTEAD
 DL1565  USGS QUAD   -  SPRING HILL (1975)
 DL1565
 DL1565                         *CURRENT SURVEY CONTROL
 DL1565  ___________________________________________________________________
 DL1565* NAD 83(1997)-  33 36 32.77535(N)    093 38 20.11858(W)     ADJUSTED  
 DL1565* NAVD 88     -                                                        
 DL1565  ___________________________________________________________________
 DL1565  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 DL1565  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL1565
 DL1565  HORZ ORDER  -  THIRD
 DL1565
 DL1565.The horizontal coordinates were established by classical geodetic methods
 DL1565.and adjusted by the National Geodetic Survey in September 1999..
 DL1565
 DL1565
 DL1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1565
 DL1565.The geoid height was determined by GEOID03.
 DL1565
 DL1565;                    North         East     Units Scale Factor Converg.
 DL1565;SPC AR S     -   505,745.644   247,913.277   MT  0.99994584   -0 55 02.2
 DL1565;SPC AR S     - 1,659,267.17    813,362.14   sFT  0.99994584   -0 55 02.2
 DL1565;UTM  15      - 3,718,998.544   440,727.585   MT  0.99964331   -0 21 13.2
 DL1565
 DL1565                          SUPERSEDED SURVEY CONTROL
 DL1565
 DL1565  NAD 83(1997)-  33 36 32.78237(N)    093 38 20.11172(W) AD(       ) 4
 DL1565  NAD 83(1986)-  33 36 32.78491(N)    093 38 20.10729(W) AD(       ) 4
 DL1565  NAD 27      -  33 36 32.35600(N)    093 38 19.45700(W) AD(       ) 3
 DL1565
 DL1565.Superseded values are not recommended for survey control.
 DL1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1565.See file dsdata.txt to determine how the superseded data were derived.
 DL1565
 DL1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4072818999(NAD 83)
 DL1565_MARKER: 22 = AIRWAY BEACON
 DL1565
 DL1565  HISTORY     - Date     Condition        Report By
 DL1565  HISTORY     - 1951     FIRST OBSERVED   CGS
 DL1565
 DL1565                          STATION DESCRIPTION
 DL1565
 DL1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1565'THE BEACON IS LOCATED ON THE HOPE-SPRINGHILL ROAD, ABOUT 4
 DL1565'MILES SOUTH OF HOPE, 1 MILE NORTH OF SPRINGHILL, AND 40 FEET
 DL1565'EAST OF THE CENTER OF THE ROAD.
 DL1565'
 DL1565'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 50 FEET HIGH, AND PAINTED
 DL1565'IN ALTERNATE ORANGE AND WHITE SECTIONS.  THE POINT INTERSECTED
 DL1565'WAS THE CENTER OF THE REVOLVING BEACON ATOP THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1544 ***********************************************************************
 DL1544  DESIGNATION -  TEXARKANA MUNICIPAL APT BEACON
 DL1544  PID         -  DL1544
 DL1544  STATE/COUNTY-  AR/MILLER
 DL1544  USGS QUAD   -  MANDEVILLE (1975)
 DL1544
 DL1544                         *CURRENT SURVEY CONTROL
 DL1544  ___________________________________________________________________
 DL1544* NAD 83(1997)-  33 27 24.20602(N)    093 59 41.09408(W)     ADJUSTED  
 DL1544* NAVD 88     -                                                        
 DL1544  ___________________________________________________________________
 DL1544  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DL1544  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL1544
 DL1544  HORZ ORDER  -  THIRD
 DL1544
 DL1544.This mark is at Texarkana Regional-Webb Fld Airport (TXK)
 DL1544
 DL1544.The horizontal coordinates were established by classical geodetic methods
 DL1544.and adjusted by the National Geodetic Survey in September 1999..
 DL1544
 DL1544
 DL1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1544
 DL1544.The geoid height was determined by GEOID03.
 DL1544
 DL1544;                    North         East     Units Scale Factor Converg.
 DL1544;SPC AR S     -   489,434.483   214,568.222   MT  0.99996895   -1 06 59.2
 DL1544;SPC AR S     - 1,605,752.97    703,962.58   sFT  0.99996895   -1 06 59.2
 DL1544;SPC TXNC     - 2,207,480.276 1,018,676.359   MT  0.99989754   +2 27 25.7
 DL1544;SPC TXNC     - 7,242,374.87  3,342,107.35   sFT  0.99989754   +2 27 25.7
 DL1544;UTM  15      - 3,702,363.709   407,554.640   MT  0.99970536   -0 32 54.4
 DL1544
 DL1544                          SUPERSEDED SURVEY CONTROL
 DL1544
 DL1544  NAD 83(1997)-  33 27 24.21110(N)    093 59 41.08975(W) AD(       ) 4
 DL1544  NAD 83(1997)-  33 27 24.21140(N)    093 59 41.08773(W) AD(       ) 4
 DL1544  NAD 83(1986)-  33 27 24.21356(N)    093 59 41.08207(W) AD(       ) 4
 DL1544  NAD 27      -  33 27 23.76400(N)    093 59 40.40800(W) AD(       ) 3
 DL1544
 DL1544.Superseded values are not recommended for survey control.
 DL1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1544.See file dsdata.txt to determine how the superseded data were derived.
 DL1544
 DL1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0755502364(NAD 83)
 DL1544_MARKER: 21 = AIRPORT BEACON
 DL1544
 DL1544  HISTORY     - Date     Condition        Report By
 DL1544  HISTORY     - 1951     FIRST OBSERVED   CGS
 DL1544  HISTORY     - 1956     GOOD             CGS
 DL1544  HISTORY     - 1964     GOOD             CGS
 DL1544  HISTORY     - 1981     GOOD             NGS
 DL1544
 DL1544                          STATION DESCRIPTION
 DL1544
 DL1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1544'THE BEACON IS LOCATED APPROXIMATELY 4 MILES NORTHEAST OF TEXARKANA,
 DL1544'AND ABOUT 100 YARDS SOUTHEAST OF THE ADMINISTRATION BUILDING AT THE
 DL1544'TEXARKANA MUNICIPAL AIRPORT.
 DL1544'
 DL1544'IT IS A FOUR-LEGGED STEEL STRUCTURE, APPROXIMATELY 60 FEET HIGH,
 DL1544'AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE POINT
 DL1544'OBSERVED WAS THE WHITE FLASHING LIGHT OF THE BEACON.
 DL1544
 DL1544                          STATION RECOVERY (1956)
 DL1544
 DL1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 DL1544'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DL1544'
 DL1544'DESCRIPTION ADEQUATE.
 DL1544
 DL1544                          STATION RECOVERY (1964)
 DL1544
 DL1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 DL1544'THE STATION WAS RECOVERED AS DESCRIBED.  A NEW ADMINISTRATION
 DL1544'BUILDING HAS BEEN CONSTRUCTED EAST OF THE AIRPORT BEACON.
 DL1544
 DL1544                          STATION RECOVERY (1981)
 DL1544
 DL1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JVD)
 DL1544'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 DL1544'THE STRUCTURE WILL BE TORN DOWN IN FEBRUARY 1981 WHEN THE NEW
 DL1544'AIRPORT BEACON WILL BE FULLY OPERATIONAL.
 DL1544'
 DL1544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TEXARKANA
 DL1544'MUNICIPAL-WEBB FIELD (AIRPORT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1200 ***********************************************************************
 DM1200  DESIGNATION -  TEXARKANA RAD RNG CENTER MAST
 DM1200  PID         -  DM1200
 DM1200  STATE/COUNTY-  AR/MILLER
 DM1200  USGS QUAD   -  TEXARKANA (1975)
 DM1200
 DM1200                         *CURRENT SURVEY CONTROL
 DM1200  ___________________________________________________________________
 DM1200* NAD 83(1997)-  33 28 35.50591(N)    094 01 24.06070(W)     ADJUSTED  
 DM1200* NAVD 88     -                                                        
 DM1200  ___________________________________________________________________
 DM1200  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 DM1200  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DM1200
 DM1200  HORZ ORDER  -  THIRD
 DM1200
 DM1200.The horizontal coordinates were established by classical geodetic methods
 DM1200.and adjusted by the National Geodetic Survey in September 1999..
 DM1200
 DM1200
 DM1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1200
 DM1200.The geoid height was determined by GEOID03.
 DM1200
 DM1200;                    North         East     Units Scale Factor Converg.
 DM1200;SPC AR S     -   491,682.848   211,953.153   MT  0.99996555   -1 07 56.8
 DM1200;SPC AR S     - 1,613,129.48    695,382.97   sFT  0.99996555   -1 07 56.8
 DM1200;SPC TXNC     - 2,209,561.119 1,015,926.414   MT  0.99990003   +2 26 29.5
 DM1200;SPC TXNC     - 7,249,201.77  3,333,085.24   sFT  0.99990003   +2 26 29.5
 DM1200;UTM  15      - 3,704,585.466   404,918.094   MT  0.99971146   -0 33 52.3
 DM1200
 DM1200                          SUPERSEDED SURVEY CONTROL
 DM1200
 DM1200  NAD 83(1997)-  33 28 35.51104(N)    094 01 24.05659(W) AD(       ) 4
 DM1200  NAD 83(1997)-  33 28 35.51137(N)    094 01 24.05453(W) AD(       ) 4
 DM1200  NAD 83(1986)-  33 28 35.51310(N)    094 01 24.04872(W) AD(       ) 4
 DM1200  NAD 27      -  33 28 35.06500(N)    094 01 23.37000(W) AD(       ) 3
 DM1200
 DM1200.Superseded values are not recommended for survey control.
 DM1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1200.See file dsdata.txt to determine how the superseded data were derived.
 DM1200
 DM1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0491804585(NAD 83)
 DM1200_MARKER: 42 = RADIO/TV MAST
 DM1200
 DM1200  HISTORY     - Date     Condition        Report By
 DM1200  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1200  HISTORY     - 1956     GOOD             CGS
 DM1200  HISTORY     - 1964     GOOD             CGS
 DM1200  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1200
 DM1200                          STATION DESCRIPTION
 DM1200
 DM1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1200'THE MAST IS LOCATED ABOUT 3 MILES NORTHEAST OF TEXARKANA,
 DM1200'1 MILE EAST OF U.S. HIGHWAY 71, AND 200 FEET EAST OF A
 DM1200'NORTH-SOUTH GRAVELED ROAD.
 DM1200'
 DM1200'IT IS IN THE CENTER OF A 100-YARD SQUARE FORMED BY FOUR SIMILAR
 DM1200'MASTS, AND IS ABOUT 70 FEET IN HEIGHT.  IT IS PAINTED IN
 DM1200'ALTERNATE RED AND WHITE SECTIONS OF ABOUT 10 FEET EACH.  THE
 DM1200'FOUR MASTS THAT FORM THE CORNER OF THE SQUARE HAVE RED LIGHTS
 DM1200'ON TOP, BUT THE CENTER MAST HAS NONE.
 DM1200'
 DM1200'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE MAST.
 DM1200
 DM1200                          STATION RECOVERY (1956)
 DM1200
 DM1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 DM1200'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM1200'
 DM1200'DESCRIPTION IS ADEQUATE.
 DM1200
 DM1200                          STATION RECOVERY (1964)
 DM1200
 DM1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 DM1200'THE STATION WAS RECOVERED AS DESCRIBED
 DM1200'
 DM1200'NOTE--THE STATION IS A H-MARKER.
 DM1200
 DM1200                          STATION RECOVERY (1997)
 DM1200
 DM1200'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1210 ***********************************************************************
 DM1210  DESIGNATION -  TEXARKANA ST L SW RR HOSP CUP
 DM1210  PID         -  DM1210
 DM1210  STATE/COUNTY-  AR/MILLER
 DM1210  USGS QUAD   -  TEXARKANA (1975)
 DM1210
 DM1210                         *CURRENT SURVEY CONTROL
 DM1210  ___________________________________________________________________
 DM1210* NAD 83(1997)-  33 25 14.72849(N)    094 01 14.08989(W)     ADJUSTED  
 DM1210* NAVD 88     -                                                        
 DM1210  ___________________________________________________________________
 DM1210  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DM1210  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM1210
 DM1210  HORZ ORDER  -  THIRD
 DM1210
 DM1210.The horizontal coordinates were established by classical geodetic methods
 DM1210.and adjusted by the National Geodetic Survey in September 1999..
 DM1210
 DM1210
 DM1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1210
 DM1210.The geoid height was determined by GEOID03.
 DM1210
 DM1210;                    North         East     Units Scale Factor Converg.
 DM1210;SPC AR S     -   485,493.396   212,088.446   MT  0.99997542   -1 07 51.2
 DM1210;SPC AR S     - 1,592,822.92    695,826.84   sFT  0.99997542   -1 07 51.2
 DM1210;SPC TXNC     - 2,203,392.594 1,016,447.237   MT  0.99989331   +2 26 35.0
 DM1210;SPC TXNC     - 7,228,963.87  3,334,793.98   sFT  0.99989331   +2 26 35.0
 DM1210;UTM  15      - 3,698,399.265   405,114.723   MT  0.99971100   -0 33 43.8
 DM1210
 DM1210                          SUPERSEDED SURVEY CONTROL
 DM1210
 DM1210  NAD 83(1997)-  33 25 14.73324(N)    094 01 14.08561(W) AD(       ) 4
 DM1210  NAD 83(1997)-  33 25 14.73379(N)    094 01 14.08322(W) AD(       ) 4
 DM1210  NAD 83(1986)-  33 25 14.73628(N)    094 01 14.07739(W) AD(       ) 4
 DM1210  NAD 27      -  33 25 14.28500(N)    094 01 13.40100(W) AD(       ) 3
 DM1210
 DM1210.Superseded values are not recommended for survey control.
 DM1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1210.See file dsdata.txt to determine how the superseded data were derived.
 DM1210
 DM1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0511598399(NAD 83)
 DM1210_MARKER: 86 = CUPOLA
 DM1210
 DM1210  HISTORY     - Date     Condition        Report By
 DM1210  HISTORY     - 1930     FIRST OBSERVED   CGS
 DM1210  HISTORY     - 1951     GOOD             CGS
 DM1210  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1210
 DM1210                          STATION DESCRIPTION
 DM1210
 DM1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1210'THE HOSPITAL IS LOCATED ON A HILL AND NEAR THE SOUTHEAST EDGE
 DM1210'OF TEXARKANA ABOUT 100 YARDS NORTH OF DUDLEY STREET.
 DM1210'
 DM1210'IT IS A LARGE BRICK BUILDING PAINTED WHITE.  THE BASE OF THE
 DM1210'CUPOLA IS YELLOW, AND THE TOP IS PAINTED WHITE.  THE POINT
 DM1210'OBSERVED WAS THE FINIAL AT THE APEX OF THE CUPOLA.
 DM1210'
 DM1210'THIS STATION WAS LOCATED IN 1930 AND NAMED TEXARKANA, SPIRE
 DM1210'COTTONVILLE HOSPITAL.  IT WAS NOT DESCRIBED.
 DM1210
 DM1210                          STATION RECOVERY (1997)
 DM1210
 DM1210'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1198 ***********************************************************************
 DM1198  DESIGNATION -  TEXARKANA SW GAS AND ELEC STK
 DM1198  PID         -  DM1198
 DM1198  STATE/COUNTY-  AR/MILLER
 DM1198  USGS QUAD   -  TEXARKANA (1975)
 DM1198
 DM1198                         *CURRENT SURVEY CONTROL
 DM1198  ___________________________________________________________________
 DM1198* NAD 83(1997)-  33 25 03.99561(N)    094 02 31.62759(W)     ADJUSTED  
 DM1198* NAVD 88     -                                                        
 DM1198  ___________________________________________________________________
 DM1198  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DM1198  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM1198
 DM1198  HORZ ORDER  -  THIRD
 DM1198
 DM1198.The horizontal coordinates were established by classical geodetic methods
 DM1198.and adjusted by the National Geodetic Survey in September 1999..
 DM1198
 DM1198
 DM1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1198
 DM1198.The geoid height was determined by GEOID03.
 DM1198
 DM1198;                    North         East     Units Scale Factor Converg.
 DM1198;SPC AR S     -   485,202.549   210,079.083   MT  0.99997597   -1 08 34.6
 DM1198;SPC AR S     - 1,591,868.70    689,234.46   sFT  0.99997597   -1 08 34.6
 DM1198;SPC TXNC     - 2,202,977.084 1,014,460.078   MT  0.99989297   +2 25 52.7
 DM1198;SPC TXNC     - 7,227,600.65  3,328,274.44   sFT  0.99989297   +2 25 52.7
 DM1198;UTM  15      - 3,698,088.564   403,108.874   MT  0.99971574   -0 34 26.3
 DM1198
 DM1198                          SUPERSEDED SURVEY CONTROL
 DM1198
 DM1198  NAD 83(1997)-  33 25 04.00014(N)    094 02 31.62332(W) AD(       ) 4
 DM1198  NAD 83(1997)-  33 25 04.00068(N)    094 02 31.62110(W) AD(       ) 4
 DM1198  NAD 83(1986)-  33 25 04.00260(N)    094 02 31.61482(W) AD(       ) 4
 DM1198  NAD 27      -  33 25 03.54200(N)    094 02 30.94000(W) AD(       ) 3
 DM1198
 DM1198.Superseded values are not recommended for survey control.
 DM1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1198.See file dsdata.txt to determine how the superseded data were derived.
 DM1198
 DM1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0310998089(NAD 83)
 DM1198_MARKER: 63 = STACK
 DM1198
 DM1198  HISTORY     - Date     Condition        Report By
 DM1198  HISTORY     - 1930     FIRST OBSERVED   CGS
 DM1198  HISTORY     - 1951     GOOD             CGS
 DM1198  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1198
 DM1198                          STATION DESCRIPTION
 DM1198
 DM1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1198'THE STATION IS LOCATED ACROSS THE RAILROAD TRACKS AND SOUTH
 DM1198'OF THE UNION DEPOT IN TEXARKANA.
 DM1198'
 DM1198'IT IS A LARGE, WHITE CONCRETE STACK APPROXIMATELY 200 FEET
 DM1198'IN HEIGHT.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE
 DM1198'STRUCTURE.
 DM1198'
 DM1198'THIS STATION WAS LOCATED IN 1930 AND NAMED TEXARKANA, CONCRETE
 DM1198'STACK SOUTH WEST GAS AND ELECTRIC CO.  IT WAS NOT DESCRIBED.
 DM1198
 DM1198                          STATION RECOVERY (1997)
 DM1198
 DM1198'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1900 ***********************************************************************
 EJ1900  DESIGNATION -  THORNBURG
 EJ1900  PID         -  EJ1900
 EJ1900  STATE/COUNTY-  AR/PERRY
 EJ1900  USGS QUAD   -  THORNBURG (1984)
 EJ1900
 EJ1900                         *CURRENT SURVEY CONTROL
 EJ1900  ___________________________________________________________________
 EJ1900* NAD 83(1997)-  34 56 48.39385(N)    092 48 22.29729(W)     ADJUSTED  
 EJ1900* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 EJ1900  ___________________________________________________________________
 EJ1900  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 EJ1900  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EJ1900
 EJ1900  HORZ ORDER  -  FIRST
 EJ1900
 EJ1900.The horizontal coordinates were established by classical geodetic methods
 EJ1900.and adjusted by the National Geodetic Survey in September 1999..
 EJ1900
 EJ1900.The orthometric height was scaled from a topographic map.
 EJ1900
 EJ1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1900
 EJ1900.The geoid height was determined by GEOID03.
 EJ1900
 EJ1900;                    North         East     Units Scale Factor Converg.
 EJ1900;SPC AR N     -    68,358.266   326,357.446   MT  0.99999738   -0 28 08.8
 EJ1900;SPC AR N     -   224,272.08  1,070,724.39   sFT  0.99999738   -0 28 08.8
 EJ1900;SPC AR S     -   653,195.282   326,353.868   MT  1.00004514   -0 27 04.4
 EJ1900;SPC AR S     - 2,143,024.85  1,070,712.65   sFT  1.00004514   -0 27 04.4
 EJ1900;UTM  15      - 3,867,157.903   517,696.602   MT  0.99960386   +0 06 39.7
 EJ1900
 EJ1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1900!SPC AR N     -   0.99996471  x   0.99999738  =   0.99996209
 EJ1900!SPC AR S     -   0.99996471  x   1.00004514  =   1.00000985
 EJ1900!UTM  15      -   0.99996471  x   0.99960386  =   0.99956858
 EJ1900
 EJ1900|---------------------------------------------------------------------|
 EJ1900| PID    Reference Object                     Distance      Geod. Az  |
 EJ1900|                                                           dddmmss.s |
 EJ1900| CY6605 THORNBURG RM 2                                     10607     |
 EJ1900| EJ1902 ROUND                               APPROX.12.7 KM 1573322.0 |
 EJ1900| CY6603 THORNBURG AZ MK                                    1815126.5 |
 EJ1900| EJ1901 NORTH FORK LOOKOUT TOWER            APPROX.10.5 KM 2031823.2 |
 EJ1900| CY6604 THORNBURG RM 1                                     34338     |
 EJ1900|---------------------------------------------------------------------|
 EJ1900
 EJ1900                          SUPERSEDED SURVEY CONTROL
 EJ1900
 EJ1900  NAD 83(1986)-  34 56 48.40776(N)    092 48 22.29005(W) AD(       ) 1
 EJ1900  NAD 27      -  34 56 48.08500(N)    092 48 21.68900(W) AD(       ) 1
 EJ1900
 EJ1900.Superseded values are not recommended for survey control.
 EJ1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1900.See file dsdata.txt to determine how the superseded data were derived.
 EJ1900
 EJ1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1769767158(NAD 83)
 EJ1900_MARKER: DS = TRIANGULATION STATION DISK
 EJ1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1900
 EJ1900  HISTORY     - Date     Condition        Report By
 EJ1900  HISTORY     - 1940     MONUMENTED       CGS
 EJ1900  HISTORY     - 1967     GOOD             CGS
 EJ1900
 EJ1900                          STATION DESCRIPTION
 EJ1900
 EJ1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1900'STATION IS ABOUT 4 MILES S OF PERRYVILLE AND 1.0 MILE NNE OF
 EJ1900'THORNBURG POST OFFICE ON TOP OF A TIMBERED RIDGE ABOUT 0.5 MILE
 EJ1900'E OF STATE HIGHWAY 9.
 EJ1900'
 EJ1900'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD DISKS
 EJ1900'SET IN CONCRETE AS DESCRIBED.
 EJ1900'
 EJ1900'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 EJ1900'OUTCROPPING BEDROCK.
 EJ1900'
 EJ1900'THE STATION IS 15.7 FEET N OF BLAZE ON TREE, 20 FEET N OF TRACK
 EJ1900'ROAD, 5.3 FEET E OF WHITE WITNESS POST, PROJECTS 6 INCHES,
 EJ1900'AND IS STAMPED THORNBURG 1940.
 EJ1900'
 EJ1900'REFERENCE MARK NO.1 IS 94 FEET NNW OF TRACK ROAD, 1 FOOT
 EJ1900'LOWER THAN STATION, PROJECTS 8 INCHES, AND IS STAMPED THORNBURG
 EJ1900'NO.1, 1940.
 EJ1900'
 EJ1900'REFERENCE MARK NO.2 IS 45 FEET S OF TRACK ROAD, SAME ELEVATION
 EJ1900'AS STATION, PROJECTS 4 INCHES, AND IS STAMPED THORNBURG NO.
 EJ1900'2, 1940.
 EJ1900'
 EJ1900'THE AZIMUTH MARK IS ABOUT 250 YARDS S OF THORNBURG POST OFFICE,
 EJ1900'20 FEET W OF CENTER LINE OF STATE HIGHWAY 9, 4.2 FEET S OF
 EJ1900'WHITE WITNESS POST, PROJECTS 2 INCHES, AND IS STAMPED THORNBURG
 EJ1900'1940.
 EJ1900'
 EJ1900'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY
 EJ1900'9 IN MORRILTON BY GOING S ON STATE HIGHWAY 9 FOR 17.2 MILES
 EJ1900'TO FOREST SERVICE SIGN ON RIGHT ENTERING QUACHITA NATIONAL
 EJ1900'FOREST, CONTINUE 0.95 MILE TO TOP OF GRADE AND TRACK ROAD
 EJ1900'LEADING LEFT (E), TURN SHARP LEFT AND FOLLOW TRACK ROAD E
 EJ1900'ALONG TOP OF RIDGE TO OAK TREE ON LEFT WITH TRIANGLE BLAZE AND
 EJ1900'STATION.
 EJ1900'
 EJ1900'A 64-FOOT TOWER WAS USED.
 EJ1900
 EJ1900                          STATION RECOVERY (1967)
 EJ1900
 EJ1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1900'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EJ1900'GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT OF THE MARKS.
 EJ1900'THE AZIMUTH MARK WAS FOUND DESTROYED.  FOLLOWING IS A NEW
 EJ1900'AND COMPLETE DESCRIPTION.
 EJ1900'
 EJ1900'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF PERRYVILLE, 1
 EJ1900'MILE NORTH OF THORNBURG, 1/2 MILE EAST OF STATE HIGHWAY 10
 EJ1900'AND ON THE HIGHEST PART OF A TIMBERED RIDGE.
 EJ1900'
 EJ1900'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 10 ABOUT 34
 EJ1900'MILES WEST OF LITTLE ROCK, GO NORTH ON STATE HIGHWAYS 9 AND 10
 EJ1900'FOR 4.5 MILES TO A CROSS ROAD IN THE VILLAGE OF THORNBURG.
 EJ1900'CONTINUE NORTH ON THE HIGHWAYS FOR 1.3 MILES TO THE SUMMIT
 EJ1900'OF RIDGE, STATE FORESTRY UNIT 17 ON THE LEFT AND A WOODS ROAD
 EJ1900'LEADING RIGHT.  TURN RIGHT AND GO EAST ON WOODS ROAD FOR
 EJ1900'0.45 MILE TO THE STATION ON THE LEFT.
 EJ1900'
 EJ1900'STATION MARK IS A STANDARD DISK, STAMPED THORNBURG 1940, SET
 EJ1900'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5
 EJ1900'INCHES.  IT IS 21 FEET NORTH OF THE CENTER OF THE WOODS
 EJ1900'ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EJ1900'
 EJ1900'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED THORNBURG NO 1
 EJ1900'1940, CEMENTED IN A DRILL HOLE IN A 3 FOOT BY 4 FOOT ROCK
 EJ1900'OUTCROP PROJECTING 2 FEET.  IT IS 74 FEET NORTH OF THE CENTER
 EJ1900'OF THE ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 EJ1900'
 EJ1900'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED THORNBURG NO 2 1940,
 EJ1900'CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 4 FOOT ROCK OUTCROP
 EJ1900'PROJECTING 4 INCHES.  IT IS 38 FEET SOUTH OF THE CENTER OF THE
 EJ1900'ROAD, 3 FEET NORTH OF A 10 INCH PINE TREE, 5 FEET SOUTH OF A
 EJ1900'12 INCH PINE TREE AND ABOUT 2 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2811 ***********************************************************************
 EH2811  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2811  DESIGNATION -  THORNTON
 EH2811  PID         -  EH2811
 EH2811  STATE/COUNTY-  AR/DESHA
 EH2811  USGS QUAD   -  LACONIA (1982)
 EH2811
 EH2811                         *CURRENT SURVEY CONTROL
 EH2811  ___________________________________________________________________
 EH2811* NAD 83(1997)-  34 04 19.15523(N)    090 59 02.12671(W)     ADJUSTED  
 EH2811* NAVD 88     -        53.95   (meters)     177.0    (feet)  GPS OBS   
 EH2811  ___________________________________________________________________
 EH2811  X           -     -90,818.791 (meters)                     COMP
 EH2811  Y           -  -5,288,031.853 (meters)                     COMP
 EH2811  Z           -   3,553,079.038 (meters)                     COMP
 EH2811  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EH2811  ELLIP HEIGHT-          27.40  (meters)          (01/24/03) GPS OBS
 EH2811  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH2811
 EH2811  HORZ ORDER  -  FIRST
 EH2811  ELLP ORDER  -  SECOND    CLASS II
 EH2811
 EH2811.The horizontal coordinates were established by GPS observations
 EH2811.and adjusted by the National Geodetic Survey in January 2003..
 EH2811
 EH2811.The orthometric height was determined by GPS observations and a
 EH2811.high-resolution geoid model using precise GPS observation and
 EH2811.processing techniques.
 EH2811
 EH2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2811
 EH2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2811
 EH2811.The ellipsoidal height was determined by GPS observations
 EH2811.and is referenced to NAD 83.
 EH2811
 EH2811.The geoid height was determined by GEOID03.
 EH2811
 EH2811;                    North         East     Units Scale Factor Converg.
 EH2811;SPC AR S     -   556,332.637   493,781.530   MT  0.99991868   +0 34 07.3
 EH2811;SPC AR S     - 1,825,234.66  1,620,014.90   sFT  0.99991868   +0 34 07.3
 EH2811;UTM  15      - 3,771,971.998   686,037.448   MT  1.00002666   +1 07 47.3
 EH2811
 EH2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2811!SPC AR S     -   0.99999570  x   0.99991868  =   0.99991438
 EH2811!UTM  15      -   0.99999570  x   1.00002666  =   1.00002236
 EH2811
 EH2811:                Primary Azimuth Mark                     Grid Az
 EH2811:SPC AR S     -  THORNTON AZ MK                           173 34 16.7
 EH2811:UTM  15      -  THORNTON AZ MK                           173 00 36.7
 EH2811
 EH2811|---------------------------------------------------------------------|
 EH2811| PID    Reference Object                     Distance      Geod. Az  |
 EH2811|                                                           dddmmss.s |
 EH2811| CY6606 THORNTON AZ MK                                     1740824.0 |
 EH2811| CY6607 THORNTON RM 1                        26.552 METERS 25048     |
 EH2811| CY6608 THORNTON RM 2                        25.670 METERS 29622     |
 EH2811|---------------------------------------------------------------------|
 EH2811
 EH2811                          SUPERSEDED SURVEY CONTROL
 EH2811
 EH2811  NAD 83(1997)-  34 04 19.15711(N)    090 59 02.12797(W) AD(       ) 2
 EH2811  NAD 83(1997)-  34 04 19.15809(N)    090 59 02.12752(W) AD(       ) 2
 EH2811  NAD 83(1986)-  34 04 19.16488(N)    090 59 02.12307(W) AD(       ) 2
 EH2811  NAD 27      -  34 04 18.78450(N)    090 59 01.73040(W) AD(       ) 2
 EH2811  NGVD 29 (07/19/86)   54.04   (m)          177.3    (f) LEVELING    3  
 EH2811
 EH2811.Superseded values are not recommended for survey control.
 EH2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2811.See file dsdata.txt to determine how the superseded data were derived.
 EH2811
 EH2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8603771972(NAD 83)
 EH2811_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EH2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2811_STAMPING: THORNTON 1964
 EH2811_MARK LOGO: CGS   
 EH2811_PROJECTION: FLUSH
 EH2811_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2811+STABILITY: SURFACE MOTION
 EH2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2811+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 EH2811
 EH2811  HISTORY     - Date     Condition        Report By
 EH2811  HISTORY     - 1964     MONUMENTED       CGS
 EH2811  HISTORY     - 1985     GOOD             NGS
 EH2811  HISTORY     - 20001011 GOOD             USE
 EH2811  HISTORY     - 20011018 GOOD             3001
 EH2811
 EH2811                          STATION DESCRIPTION
 EH2811
 EH2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2811'THE STATION IS 16-1/2 MILES SOUTH AND 8 MILES WEST OF ELAINE,
 EH2811'12-1/2 MILES NORTH AND 16-1/2 MILES EAST OF WATSON, 2-1/4
 EH2811'MILES EAST AND 1 MILE NORTH OF SNOW LAKE, AND ON PROPERTY
 EH2811'CONTROLLED BY THE LEVEE BOARD.
 EH2811'
 EH2811'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 44
 EH2811'AND 85 IN CRUMROD, GO SOUTH ON ROUTE 85 FOR 4.3 MILES TO BOB
 EH2811'AND DOTS GROCERY AND MARKET ON THE LEFT.  CONTINUE SOUTH
 EH2811'ON ROUTE 85 FOR 1 MILE TO THE TOP OF A LEVEE, A WOODEN GATE
 EH2811'AND THE STATION ON THE RIGHT.
 EH2811'
 EH2811'STATION MARKS ARE STANDARD DISKS STAMPED THORNTON 1964.  THE
 EH2811'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EH2811'SURFACE OF THE GROUND.  IT IS 29 FEET SOUTH OF THE CENTER OF
 EH2811'THE LEVEE ROAD, 21.3 FEET WEST OF A METAL WITNESS POST, AND
 EH2811'15.5 FEET SOUTHWEST OF THE SOUTH GATE POST.  THE UNDERGROUND
 EH2811'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 EH2811'THE SURFACE OF THE GROUND.
 EH2811'
 EH2811'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED THORNTON NO 1
 EH2811'1964, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EH2811'OF THE GROUND.  IT IS 105 FEET WEST OF THE SOUTH GATE POST, 103
 EH2811'FEET WEST OF THE METAL WITNESS POST, AND 75 FEET SOUTH OF THE
 EH2811'CENTER OF THE LEVEE ROAD.
 EH2811'
 EH2811'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED THORNTON NO.
 EH2811'2 1964, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EH2811'SURFACE OF THE GROUND.  IT IS 97 FEET WEST OF THE METAL WITNESS
 EH2811'POST, 88 FEET WEST OF THE SOUTH GATE POST, AND 9 FEET SOUTH OF THE
 EH2811'CENTER OF THE LEVEE ROAD.
 EH2811'
 EH2811'AZIMUTH MARK, A STANDARD DISK STAMPED THORNTON 1964, IS SET IN
 EH2811'A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 EH2811'GROUND.  IT IS 51 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EH2811'A CHURCH BUILDING, 42 FEET EAST OF THE CENTER OF STATE ROUTE
 EH2811'85, AND 1 FOOT WEST OF A POWER POLE WHICH HAS A METAL WITNESS
 EH2811'SIGN NAILED ON THE WEST SIDE.
 EH2811'
 EH2811'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 EH2811'ON ROUTE 85 FOR 0.55 MILE TO A CHURCH BUILDING AND THE AZIMUTH
 EH2811'MARK ON THE LEFT.
 EH2811'
 EH2811'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2811'
 EH2811'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2811
 EH2811                          STATION RECOVERY (1985)
 EH2811
 EH2811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2811'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE
 EH2811'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 EH2811'IT IS IN T 7 S, R 1 E, NORTH CENTRAL SECTION 23.
 EH2811'PROPERTY OWNER--LACONIA LEVEE DISTRICT NO 1 OF
 EH2811'DESHA COUNTY, ARKANSAS, PO BOX 381, MCGEHEE,
 EH2811'71654, PHONE 501-222-3456.
 EH2811'
 EH2811'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20, 44 AND
 EH2811'85 IN ELAINE, GO SOUTH ON HIGHWAY 85 FOR
 EH2811'27.0 KM (16.8 MI) TO THE DESHA COUNTY LINE.
 EH2811'CONTINUE AHEAD FOR 5.2 KM (3.2 MI)
 EH2811'TO A LEVEE CROSSING AND THE STAION ON THE
 EH2811'RIGHT, OFF THE ROAD RIGHT-OF-WAY.
 EH2811'
 EH2811'STATION MARK IS 2 CM BELOW GROUND.  IT IS
 EH2811'17.7 METERS WEST OF THE HIGHWAY CENTER,
 EH2811'8.2 METERS SOUTH OF THE LEVEE ROAD CENTER,
 EH2811'0.5 METER LOWERTHAN THE LEVEE CROWN,
 EH2811'5.5 METERS SOUTH-SOUTHWEST OF THE SOUTH
 EH2811'GATE POST, AND 2.1 METERS WEST OF A
 EH2811'FIBERGLASS WITNESS POST IN THE FENCE KINE.
 EH2811'
 EH2811'REFERENCE MARK 1 PROJECTS 1 CM.  IT IS 23.4
 EH2811'METERS (SLOPE) SOUTH OF THE LEVEE ROAD CENTER,
 EH2811'31.6 METERS (SLOPE) OF THE SOUTH GATE POST
 EH2811'10.7 METERS NORTH OF A FENCE, 24.4 METERS
 EH2811'WEST OF A FENCE, 5 METERS LOWER THAT THE
 EH2811'LEVEE CROWN, ALONG AN OLD RAMP.
 EH2811'
 EH2811'REFERENCE MARK 2 IS 1 CM BELOW GROUND.  IT IS
 EH2811'3.0 METERS SOUTH OF THE LEVEE ROAD CENTER,
 EH2811'27.1 METERS WEST OF THE SOUTH GATE POST,
 EH2811'27.4 METERS WEST-SOUTHWEST OF THE NORTH
 EH2811'GATE POST, AND SLIGHTY LOWER THAN THE LEVEE CROWN.
 EH2811'
 EH2811'THE AZIMUTH MARK IS 2 BELOW GROUND.  IT IS
 EH2811'14.2 METERS EAST OF THE HIGHWAY CENTER,
 EH2811'10.2 METERS SOUTH OF A DIRT ROAD CENTER
 EH2811'15.0 METERS WEST OF THE NORTHWEST CORNER OF
 EH2811'A CINDERBLOCK CHURCH BUILDING, 0.6 METER
 EH2811'WEST-SOUTHWEST OF A UTILITY POLE WITH WITNESS
 EH2811'SIGN, AND 2.0 METERS SOUTH-SOUTHWEST OF
 EH2811'TELEPHONE PEDESTAL 9/61.  TO REACH FROM
 EH2811'THE STATION, GO SOUTH ON THE HIGHWAY
 EH2811'FOR 0.89 KM (0.55 MI) TO THE MARK
 EH2811'ON THE LEFT.
 EH2811'
 EH2811'STATION AND AZIMUTH MARK ARE EXCELLENT GPS STATION.
 EH2811
 EH2811                          STATION RECOVERY (2000)
 EH2811
 EH2811'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2811'RECOVERED IN GOOD CONDITION.
 EH2811
 EH2811                          STATION RECOVERY (2001)
 EH2811
 EH2811'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH2811'THE STATION IS LOCATED IN SNOW LAKE ARKANSAS.  IT IS IN DESHA COUNTY.
 EH2811'2.43 MILES TO SNOW
 EH2811'LAKE.  5.41 MILES TO CRUMROD.  8.91 MILES TO GUNNISON.
 EH2811' 
 EH2811'TO REACH THE STATION FROM THE INTERSECTION OF HWY 20 AND HWY 44 DRIVE
 EH2811'20 MILES SOUTH
 EH2811'ON HWY 44 AS YOU DRIVE OVER THE LEVEE IT WILL BE ON THE TOP RIGHT
 EH2811'SIDE.
 EH2811' 
 EH2811'A BRASS DISK STAMPED THORTON 1964.  IT IS FLUSH WITH THE GROUND.  IT
 EH2811'IS 29 FEET SOUTH FROM
 EH2811'THE CENTER OF THE LEVEE ROAD.  IT IS 15.5 FEET SOUTHWEST OF THE SOUTH
 EH2811'GATE POST.
 EH2811' 
 EH2811'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1297 ***********************************************************************
 DL1297  DESIGNATION -  THORNTON MUNICIPAL TANK
 DL1297  PID         -  DL1297
 DL1297  STATE/COUNTY-  AR/CALHOUN
 DL1297  USGS QUAD   -  FORDYCE (1985)
 DL1297
 DL1297                         *CURRENT SURVEY CONTROL
 DL1297  ___________________________________________________________________
 DL1297* NAD 83(1997)-  33 46 33.75186(N)    092 29 30.43371(W)     ADJUSTED  
 DL1297* NAVD 88     -                                                        
 DL1297  ___________________________________________________________________
 DL1297  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DL1297  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL1297
 DL1297  HORZ ORDER  -  THIRD
 DL1297
 DL1297.The horizontal coordinates were established by classical geodetic methods
 DL1297.and adjusted by the National Geodetic Survey in September 1999..
 DL1297
 DL1297
 DL1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1297
 DL1297.The geoid height was determined by GEOID03.
 DL1297
 DL1297;                    North         East     Units Scale Factor Converg.
 DL1297;SPC AR S     -   523,152.646   354,450.892   MT  0.99992858   -0 16 30.9
 DL1297;SPC AR S     - 1,716,376.64  1,162,894.30   sFT  0.99992858   -0 16 30.9
 DL1297;UTM  15      - 3,737,440.454   547,055.401   MT  0.99962730   +0 16 57.2
 DL1297
 DL1297                          SUPERSEDED SURVEY CONTROL
 DL1297
 DL1297  NAD 83(1997)-  33 46 33.76208(N)    092 29 30.42514(W) AD(       ) 4
 DL1297  NAD 83(1986)-  33 46 33.76283(N)    092 29 30.42591(W) AD(       ) 4
 DL1297  NAD 27      -  33 46 33.38237(N)    092 29 29.86546(W) AD(       ) 3
 DL1297
 DL1297.Superseded values are not recommended for survey control.
 DL1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1297.See file dsdata.txt to determine how the superseded data were derived.
 DL1297
 DL1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4705537440(NAD 83)
 DL1297_MARKER: 53 = ELEVATED TANK
 DL1297
 DL1297  HISTORY     - Date     Condition        Report By
 DL1297  HISTORY     - 1964     FIRST OBSERVED   CGS
 DL1297
 DL1297                          STATION DESCRIPTION
 DL1297
 DL1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1297'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS
 DL1297'A 4 LEG STEEL, SELF SUPPORTING STRUCTURE, PAINTED SILVER
 DL1297'WITH THE LEGEND THORNTON PAINTED IN BLACK LETTERS ON THE
 DL1297'NORTH AND SOUTH SIDES.  THE OVERALL HEIGHT OF THE STRUCTURE
 DL1297'IS ABOUT 100 FEET.
 DL1297'
 DL1297'NEAR THE CENTER OF THE TOWN OF THORNTON, ABOUT 0.1 MILE
 DL1297'EAST OF THE RAILROAD TRACKS, AND AT THE SOUTH SIDE OF THE
 DL1297'WATER WORKS AND FIRE DEPARTMENT BUILDING.  OWNED AND OPERATED
 DL1297'BY THE TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1945 ***********************************************************************
 FF1945  DESIGNATION -  THRESHER
 FF1945  PID         -  FF1945
 FF1945  STATE/COUNTY-  AR/CRITTENDEN
 FF1945  USGS QUAD   -  JERICHO (1993)
 FF1945
 FF1945                         *CURRENT SURVEY CONTROL
 FF1945  ___________________________________________________________________
 FF1945* NAD 83(1997)-  35 22 22.11895(N)    090 10 08.82949(W)     ADJUSTED  
 FF1945* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 FF1945  ___________________________________________________________________
 FF1945  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FF1945  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF1945
 FF1945  HORZ ORDER  -  SECOND
 FF1945
 FF1945.The horizontal coordinates were established by classical geodetic methods
 FF1945.and adjusted by the National Geodetic Survey in September 1999..
 FF1945
 FF1945.The orthometric height was scaled from a topographic map.
 FF1945
 FF1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1945
 FF1945.The geoid height was determined by GEOID03.
 FF1945
 FF1945;                    North         East     Units Scale Factor Converg.
 FF1945;SPC AR N     -   116,867.648   566,357.021   MT  0.99994271   +1 03 55.4
 FF1945;SPC AR N     -   383,423.28  1,858,122.99   sFT  0.99994271   +1 03 55.4
 FF1945;SPC TN       -   123,397.982   221,264.919   MT  0.99998060   -2 26 26.8
 FF1945;SPC TN       -   404,848.21    725,933.32   sFT  0.99998060   -2 26 26.8
 FF1945;UTM  15      - 3,918,067.350   757,180.222   MT  1.00041518   +1 38 22.8
 FF1945
 FF1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1945!SPC AR N     -   0.99999379  x   0.99994271  =   0.99993650
 FF1945!SPC TN       -   0.99999379  x   0.99998060  =   0.99997439
 FF1945!UTM  15      -   0.99999379  x   1.00041518  =   1.00040897
 FF1945
 FF1945                          SUPERSEDED SURVEY CONTROL
 FF1945
 FF1945  NAD 83(1997)-  35 22 22.11932(N)    090 10 08.82930(W) AD(       ) 2
 FF1945  NAD 83(1986)-  35 22 22.13031(N)    090 10 08.82982(W) AD(       ) 2
 FF1945  NAD 27      -  35 22 21.82370(N)    090 10 08.49400(W) AD(       ) 2
 FF1945
 FF1945.Superseded values are not recommended for survey control.
 FF1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1945.See file dsdata.txt to determine how the superseded data were derived.
 FF1945
 FF1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5718018067(NAD 83)
 FF1945_MARKER: P = PIPE CAP
 FF1945_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1945_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1945
 FF1945  HISTORY     - Date     Condition        Report By
 FF1945  HISTORY     - 1929     MONUMENTED       MRC
 FF1945  HISTORY     - 1935     GOOD             CGS
 FF1945  HISTORY     - 1969     MARK NOT FOUND   USGS
 FF1945  HISTORY     - 1980     MARK NOT FOUND   NGS
 FF1945
 FF1945                          STATION DESCRIPTION
 FF1945
 FF1945'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 FF1945'ABOUT 5 MILES EAST OF TURRELL, ON RIGHT BANK OF MISSISSIPPI
 FF1945'RIVER, ON BANK OF OLD RIVER THAT RUNS DOWN BEHIND CENTENNIAL
 FF1945'ISLAND, ABOUT 2 MILES BACK OF PRESENT MAIN RIVER BANK AT
 FF1945'MOUTH OF OLD RIVER LANDING, 1 MILE WEST OF LAMBETHVILLE, ABOUT
 FF1945'170 METERS (558 FEET) BACK OF BANK OF OLD RIVER, AT BASE OF
 FF1945'LEVEE, AT POINT ABOUT 120 METERS (394 FEET) ABOVE LEVEE
 FF1945'MILEPOST 128/129, ABOUT 100 METERS (328 FEET) BELOW STORE,
 FF1945'ABEAM OF OLD COTTON GIN ON THE SANDERS PLANTATION, 14 METERS
 FF1945'(46 FEET) NORTH OF SMALL HOUSE, ON LAND OF G.W. THRESHER,
 FF1945'ABOUT 10 FEET OFF LEVEE ROAD TOWARD TOP OF LEVEE, AND AT
 FF1945'NORTHEAST CORNER OF YARD.  MARKED BY STANDARD MARK OF
 FF1945'MISSISSIPPI RIVER COMMISSION, BRASS CAP ON STEEL PIPE ABOVE AND
 FF1945'COPPER BOLT IN TILE BELOW.  TOP
 FF1945'OF PIPE PROJECTS 18 INCHES ABOVE SURFACE.  STATION
 FF1945'SANDERS (SEE DESCRIPTION THEREOF) IS 1,792.36 METERS
 FF1945'(5,880.4 FEET) DISTANT, S 58 DEG 08 MIN 47 SEC W.
 FF1945
 FF1945                          STATION RECOVERY (1935)
 FF1945
 FF1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FF1945'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 FF1945'DESCRIPTION STILL HOLDS, EXCEPT FOR THE SMALL HOUSE OF G.W.
 FF1945'THRESHER WHICH HAS BEEN GONE FOR A NUMBER OF YEARS.
 FF1945
 FF1945                          STATION RECOVERY (1969)
 FF1945
 FF1945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FAH)
 FF1945'NOT FOUND.
 FF1945
 FF1945                          STATION RECOVERY (1980)
 FF1945
 FF1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 FF1945'THE STATION MARK WAS SEARCHED FOR BY INVERSE DIRECTION AND
 FF1945'DISTANCE AND WAS NOT FOUND.  THE SITE IS IN THE WOODS NOW
 FF1945'AND SHOWS SIGNS OF FLOOD EROSION AND BUILD UP OF ABOUT
 FF1945'5 FEET IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1956 ***********************************************************************
 FF1956  DESIGNATION -  THRESHER 2
 FF1956  PID         -  FF1956
 FF1956  STATE/COUNTY-  AR/CRITTENDEN
 FF1956  USGS QUAD   -  JERICHO (1993)
 FF1956
 FF1956                         *CURRENT SURVEY CONTROL
 FF1956  ___________________________________________________________________
 FF1956* NAD 83(1997)-  35 22 20.29012(N)    090 10 05.10168(W)     ADJUSTED  
 FF1956* NAVD 88     -        76.3    (meters)     250.     (feet)  VERTCON   
 FF1956  ___________________________________________________________________
 FF1956  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FF1956  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF1956
 FF1956  HORZ ORDER  -  FIRST
 FF1956
 FF1956.The horizontal coordinates were established by classical geodetic methods
 FF1956.and adjusted by the National Geodetic Survey in September 1999..
 FF1956
 FF1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1956
 FF1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1956
 FF1956.The geoid height was determined by GEOID03.
 FF1956
 FF1956;                    North         East     Units Scale Factor Converg.
 FF1956;SPC AR N     -   116,813.049   566,452.146   MT  0.99994274   +1 03 57.6
 FF1956;SPC AR N     -   383,244.14  1,858,435.08   sFT  0.99994274   +1 03 57.6
 FF1956;SPC TN       -   123,337.666   221,356.530   MT  0.99998067   -2 26 24.6
 FF1956;SPC TN       -   404,650.33    726,233.88   sFT  0.99998067   -2 26 24.6
 FF1956;UTM  15      - 3,918,013.682   757,275.935   MT  1.00041579   +1 38 24.9
 FF1956
 FF1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1956!SPC AR N     -   0.99999233  x   0.99994274  =   0.99993507
 FF1956!SPC TN       -   0.99999233  x   0.99998067  =   0.99997300
 FF1956!UTM  15      -   0.99999233  x   1.00041579  =   1.00040812
 FF1956
 FF1956|---------------------------------------------------------------------|
 FF1956| PID    Reference Object                     Distance      Geod. Az  |
 FF1956|                                                           dddmmss.s |
 FF1956| CI5642 THRESHER 2 RM 5                      27.642 METERS 11648     |
 FF1956| FF1955 THRESHER 2 AZ MK TPT                432.410 METERS 1384606.6 |
 FF1956| FF1954 THRESHER 2 AZ MK                    439.796 METERS 1384602.2 |
 FF1956| FF1950 CLARKEDALE JERICHO MUN TANK         APPROX. 8.7 KM 2000633.8 |
 FF1956| FF2056 TURRELL MUNICIPAL TANK              APPROX. 7.8 KM 2710447.3 |
 FF1956| FF2053 TURRELL ST L SF RWY MICROWAVE       APPROX. 8.0 KM 2725651.7 |
 FF1956| CI5643 THRESHER 2 RM 6                      26.748 METERS 33440     |
 FF1956|---------------------------------------------------------------------|
 FF1956
 FF1956                          SUPERSEDED SURVEY CONTROL
 FF1956
 FF1956  NAD 83(1997)-  35 22 20.29047(N)    090 10 05.10154(W) AD(       ) 1
 FF1956  NAD 83(1997)-  35 22 20.30067(N)    090 10 05.10210(W) AD(       ) 1
 FF1956  NAD 83(1986)-  35 22 20.30136(N)    090 10 05.10198(W) AD(       ) 1
 FF1956  NAD 27      -  35 22 19.99452(N)    090 10 04.76605(W) AD(       ) 1
 FF1956  NGVD 29 (07/19/86)   76.3    (m)          250.     (f) VERT ANG       
 FF1956
 FF1956.Superseded values are not recommended for survey control.
 FF1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1956.See file dsdata.txt to determine how the superseded data were derived.
 FF1956
 FF1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5727618014(NAD 83)
 FF1956_MARKER: DS = TRIANGULATION STATION DISK
 FF1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1956
 FF1956  HISTORY     - Date     Condition        Report By
 FF1956  HISTORY     - 1979     MONUMENTED       NGS
 FF1956
 FF1956                          STATION DESCRIPTION
 FF1956
 FF1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1956'THE STATION, BM THRESHER (MRC), WAS SEARCHED FOR AND NOT FOUND.
 FF1956'A NEW STATION SITE WAS CALLED FOR IN THE VICINITY OF THE OLD
 FF1956'STATION.  A COMPLETE DESCRIPTION FOLLOWS.
 FF1956'
 FF1956'THE STATION IS LOCATED ABOUT 10.94 KILOMETERS (6.8 MI.) SOUTH OF
 FF1956'FRENCHMANS BAYOU, 9.5 KILOMETERS (5.9MI.) NORTHEAST OF
 FF1956'CLARKEDALE, 8.05 KILOMETERS (5 MI.) EAST OF TURRELL AND ATOP THE
 FF1956'WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE
 FF1956'STATION WAS OBTAINED FROM ST. FRANCIS LEVEE DISTRICT,
 FF1956'MR. B.B. FAIR, CHIEF ENGINEER, P.O. BOX 308, WEST MEMPHIS,
 FF1956'ARKANSAS. 72301.  TELEPHONE 735-1062.
 FF1956'
 FF1956'TO REACH THE STATION FROM THE POST OFFICE IN TURRELL, GO EAST ON
 FF1956'STATE HIGHWAY 42 FOR 0.1 MILE (0.16 KM.) CROSSING TWO SETS OF
 FF1956'RAILROAD TRACKS TO A CROSSROAD AND WHERE STATE HIGHWAY 42 TURNS
 FF1956'RIGHT AND GOES SOUTH.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 FF1956'0.5 MILE (0.81 KM.) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST
 FF1956'ON A PAVED ROAD FOR 3.9 MILES (6.28 KM.) TO A POINT WHERE THE
 FF1956'PAVED ROAD TURNS RIGHT AND GOES SOUTH AND A DIRT ROAD AHEAD.
 FF1956'CONTINUE EAST, STRAIGHT AHEAD, ON A DIRT ROAD FOR 0.2 MILE
 FF1956'(0.32 KM.) TO TWO LOCKED GATES AND WHERE THE DIRT ROAD TURNS
 FF1956'SOUTH.  CONTINUE ON THE DIRT ROAD, SOUTHERLY, ALONG THE WEST SIDE
 FF1956'OF THE LEVEE FOR 0.5 MILE (0.81 KM.) TO THE TOP OF THE LEVEE
 FF1956'AND TWO LOCKED GATES.  TURN RIGHT, PASS THROUGH A GATE, AND GO
 FF1956'SOUTH ALONG THE TOP OF THE LEVEE FOR 0.2 MILE (0.32 KM.) TO THE
 FF1956'STATION ON THE RIGHT.
 FF1956'
 FF1956'THE STATION IS A STANDARD NGS DISK
 FF1956'STAMPED---THRESHER MRC 2 1979---,
 FF1956'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1956'FLUSH WITH GROUND.  IT IS LOCATED
 FF1956'5.4 METERS WEST-SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1956'1.6 METERS SOUTH FROM A METAL WITNESS POST.
 FF1956'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF1956'STAMPED---THRESHER 2 1979---,
 FF1956'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.07 METERS
 FF1956'BELOW THE GROUND.
 FF1956'
 FF1956'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK
 FF1956'STAMPED---THRESHER MRC 2 NO 5 1979---,
 FF1956'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1956'FLUSH WITH GROUND.  IT IS LOCATED
 FF1956'2.6 METERS EAST-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1956'0.4 METER NORTHWEST FROM A METAL WITNESS POST.
 FF1956'MARK IS BELOW STATION 0.3 METER.
 FF1956'
 FF1956'REFERENCE MARK NUMBER 06 IS A STANDARD NGS DISK
 FF1956'STAMPED---THRESHER MRC 2 NO 6 1979---,
 FF1956'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1956'FLUSH WITH GROUND.  IT IS LOCATED
 FF1956'3.2 METERS EAST-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1956'0.45 METER SOUTHEAST FROM A METAL WITESS POST.
 FF1956'MARK IS BELOW STATION 0.3 METER.
 FF1956'
 FF1956'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 FF1956'STAMPED---THRESHER MRC 2 1979---,
 FF1956'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1956'FLUSH WITH GROUND.  IT IS LOCATED
 FF1956'5.2 METERS WEST-SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF1956'0.32 METER NORTH FROM A METAL WITNESS POST.
 FF1956'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ALONG
 FF1956'THE TOP OF THE LEVEE FOR 0.25 MILE (0.4 KM.) TO THE AZIMUTH MARK
 FF1956'ON THE RIGHT.
 FF1956'
 FF1956'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1954 ***********************************************************************
 FF1954  DESIGNATION -  THRESHER 2 AZ MK
 FF1954  PID         -  FF1954
 FF1954  STATE/COUNTY-  AR/CRITTENDEN
 FF1954  USGS QUAD   -  JERICHO (1993)
 FF1954
 FF1954                         *CURRENT SURVEY CONTROL
 FF1954  ___________________________________________________________________
 FF1954* NAD 83(1997)-  35 22 09.55806(N)    090 09 53.61834(W)     ADJUSTED  
 FF1954* NAVD 88     -        75.9    (meters)     249.     (feet)  VERTCON   
 FF1954  ___________________________________________________________________
 FF1954  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 FF1954  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF1954
 FF1954  HORZ ORDER  -  SECOND
 FF1954
 FF1954.The horizontal coordinates were established by classical geodetic methods
 FF1954.and adjusted by the National Geodetic Survey in September 1999..
 FF1954
 FF1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1954
 FF1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1954
 FF1954.The geoid height was determined by GEOID03.
 FF1954
 FF1954;                    North         East     Units Scale Factor Converg.
 FF1954;SPC AR N     -   116,487.774   566,748.111   MT  0.99994293   +1 04 04.2
 FF1954;SPC AR N     -   382,176.97  1,859,406.09   sFT  0.99994293   +1 04 04.2
 FF1954;SPC TN       -   122,994.887   221,632.059   MT  0.99998109   -2 26 17.9
 FF1954;SPC TN       -   403,525.73    727,137.85   sFT  0.99998109   -2 26 17.9
 FF1954;UTM  15      - 3,917,691.237   757,575.286   MT  1.00041769   +1 38 31.2
 FF1954
 FF1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1954!SPC AR N     -   0.99999239  x   0.99994293  =   0.99993532
 FF1954!SPC TN       -   0.99999239  x   0.99998109  =   0.99997348
 FF1954!UTM  15      -   0.99999239  x   1.00041769  =   1.00041008
 FF1954
 FF1954                          SUPERSEDED SURVEY CONTROL
 FF1954
 FF1954  NAD 83(1997)-  35 22 09.55841(N)    090 09 53.61821(W) AD(       ) 2
 FF1954  NAD 83(1997)-  35 22 09.56859(N)    090 09 53.61880(W) AD(       ) 2
 FF1954  NAD 83(1986)-  35 22 09.56930(N)    090 09 53.61868(W) AD(       ) 2
 FF1954  NAD 27      -  35 22 09.26222(N)    090 09 53.28305(W) AD(       ) 2
 FF1954  NGVD 29 (07/19/86)   75.9    (m)          249.     (f) VERT ANG       
 FF1954
 FF1954.Superseded values are not recommended for survey control.
 FF1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1954.See file dsdata.txt to determine how the superseded data were derived.
 FF1954
 FF1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5757517691(NAD 83)
 FF1954_MARKER: DZ = AZIMUTH MARK DISK
 FF1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1954+STABILITY: SURFACE MOTION
 FF1954
 FF1954  HISTORY     - Date     Condition        Report By
 FF1954  HISTORY     - 1979     MONUMENTED       NGS
 FF1954
 FF1954                          STATION DESCRIPTION
 FF1954
 FF1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1954'THE STATION IS LOCATED ABOUT 8.05 KILOMETERS (5 MI.) EAST OF
 FF1954'TURRELL, 9.18 KILOMETERS (5.7 MI.) NORTHEAST OF CLARKEDALE,
 FF1954'11.26 KILOMETERS (7 MI.) SOUTH OF FRENCHMANS BAYOU AND ATOP THE
 FF1954'WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE STATION
 FF1954'WAS OBTAINED FROM ST. FRANCIS LEVEE DISTRICT, MR. B.B. FAIR,
 FF1954'CHIEF ENGINEER, P.O. BOX 308, WEST MEMPHIS, ARKANSAS. 72301.
 FF1954'TELEPHONE 735-1062.
 FF1954'
 FF1954'TO REACH THE STATION FROM THE POST OFFICE IN TURRELL, GO EAST ON
 FF1954'STATE HIGHWAY 42 FOR 0.1 MILE (0.16 KM.) CROSSING TWO SETS OF
 FF1954'RAILROAD TRACKS TO A CROSSROAD AND WHERE STATE HIGHWAY 42 TURNS
 FF1954'RIGHT AND GOES SOUTH.  TURN LEFT AND GO NORTH ON A PAVED ROAD
 FF1954'FOR 0.5 MILE (O.81 KM.) TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 FF1954'GO EASTERLY ON A PAVED ROAD FOR 3.9 MILES (6.28 KM.)TO A POINT
 FF1954'WHERE THE PAVED ROAD TURNS SOUTH, RIGHT, AND A GRAVEL ROAD AHEAD
 FF1954'CONTINUE EAST, STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 0.2 MILE (0.
 FF1954'(0.32 KM.) TO TWO LOCKED GATES AND WHERE THE GRAVEL ROAD TURNS
 FF1954'SOUTH. GO SOUTH ALONG THE WEST SIDE OF A LEVEE FOR 0.2 MILE
 FF1954'(0.81 KM.) TO THE TOP OF THE LEVEE AND TWO GATES.  TURN RIGHT,
 FF1954'PASS THROUGH A LOCKED GATE, AND GO SOUTH ON THE TOP OF THE LEVEE
 FF1954'FOR 0.2 MILE (0.32 KM.) TO A STATION MARK ON THE RIGHT.  CONTINUE
 FF1954'SOUTH ATOP THE LEVEE FOR 0.25 MILE (0.4 KM.) TO THE AZIMUTH
 FF1954'MARK ON THE RIGHT.
 FF1954'
 FF1954'THE STATION IS A STANDARD NGS AZIMUTH DISK
 FF1954'STAMPED---THRESHER MRC 2 1979---,
 FF1954'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF1954'FLUSH WITH GROUND.  IT IS LOCATED
 FF1954'5.2  METERS NORTH FROM THE CENTER OF THE LEVEE ROAD AND
 FF1954'0.32 METER WEST-SOUTHWEST FROM A METAL WITNESS POST.
 FF1954'
 FF1954'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET.
 FF1954'
 FF1954'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0879 ***********************************************************************
 EK0879  DESIGNATION -  THULE
 EK0879  PID         -  EK0879
 EK0879  STATE/COUNTY-  AR/SEVIER
 EK0879  USGS QUAD   -  CHAPEL HILL (1965)
 EK0879
 EK0879                         *CURRENT SURVEY CONTROL
 EK0879  ___________________________________________________________________
 EK0879* NAD 83(1997)-  34 03 29.91654(N)    094 26 47.46601(W)     ADJUSTED  
 EK0879* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 EK0879  ___________________________________________________________________
 EK0879  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 EK0879  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EK0879
 EK0879  HORZ ORDER  -  SECOND
 EK0879
 EK0879.The horizontal coordinates were established by classical geodetic methods
 EK0879.and adjusted by the National Geodetic Survey in September 1999..
 EK0879
 EK0879.The orthometric height was scaled from a topographic map.
 EK0879
 EK0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0879
 EK0879.The geoid height was determined by GEOID03.
 EK0879
 EK0879;                    North         East     Units Scale Factor Converg.
 EK0879;SPC AR S     -   557,048.803   174,173.374   MT  0.99991856   -1 22 09.5
 EK0879;SPC AR S     - 1,827,584.28    571,433.81   sFT  0.99991856   -1 22 09.5
 EK0879;SPC OK S     -    86,190.924   927,988.115   MT  0.99997778   +2 01 01.3
 EK0879;SPC OK S     -   282,778.06  3,044,574.34   sFT  0.99997778   +2 01 01.3
 EK0879;UTM  15      - 3,769,565.195   366,503.182   MT  0.99981969   -0 48 36.8
 EK0879
 EK0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0879!SPC AR S     -   0.99998383  x   0.99991856  =   0.99990239
 EK0879!SPC OK S     -   0.99998383  x   0.99997778  =   0.99996161
 EK0879!UTM  15      -   0.99998383  x   0.99981969  =   0.99980352
 EK0879
 EK0879|---------------------------------------------------------------------|
 EK0879| PID    Reference Object                     Distance      Geod. Az  |
 EK0879|                                                           dddmmss.s |
 EK0879| CX6385 THULE RM 1                           29.040 METERS 04959     |
 EK0879| CX6384 THULE AZ MK                                        1122001.2 |
 EK0879| CX6386 THULE RM 2                           27.201 METERS 27712     |
 EK0879|---------------------------------------------------------------------|
 EK0879
 EK0879                          SUPERSEDED SURVEY CONTROL
 EK0879
 EK0879  NAD 83(1997)-  34 03 29.91881(N)    094 26 47.46482(W) AD(       ) 2
 EK0879  NAD 83(1986)-  34 03 29.92375(N)    094 26 47.45842(W) AD(       ) 2
 EK0879  NAD 27      -  34 03 29.51900(N)    094 26 46.70300(W) AD(       ) 2
 EK0879
 EK0879.Superseded values are not recommended for survey control.
 EK0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0879.See file dsdata.txt to determine how the superseded data were derived.
 EK0879
 EK0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6650369565(NAD 83)
 EK0879_MARKER: DS = TRIANGULATION STATION DISK
 EK0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0879
 EK0879  HISTORY     - Date     Condition        Report By
 EK0879  HISTORY     - 1952     MONUMENTED       CGS
 EK0879
 EK0879                          STATION DESCRIPTION
 EK0879
 EK0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0879'STATION IS LOCATED ABOUT 7 MILES WEST NORTHWEST OF DE QUEEN
 EK0879'AND 1-1/2 MILES EAST OF THE ARKANSAS-OKLAHOMA STATE LINE,
 EK0879'ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 70.  STATION IS 78
 EK0879'FEET NORTH OF THE CENTERLINE OF HIGHWAY, 18 FEET NORTH OF
 EK0879'FENCE AND 17 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS
 EK0879'ABOUT 3 INCHES AND THE DISK IS STAMPED THULE 1952.
 EK0879'
 EK0879'REFERENCE MARK NO. 1 IS 23 FEET NORTHWEST OF NORTHWEST CORNER
 EK0879'OF OLD LOG SHACK.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 EK0879'DISK IS STAMPED THULE NO 1 1952.
 EK0879'
 EK0879'REFERENCE MARK NO. 2 IS 63 FEET NORTH OF THE CENTERLINE OF
 EK0879'HIGHWAY AND 3.5 FEET NORTH OF FENCE.  THE MARK PROJECTS
 EK0879'ABOUT 6 INCHES AND THE DISK IS STAMPED THULE NO 2 1952.
 EK0879'
 EK0879'AZIMUTH MARK IS 53 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 EK0879'8 FEET NORTH OF FENCE AND 2 FEET WEST OF WITNESS POST.  THE
 EK0879'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED THULE
 EK0879'1952.
 EK0879'
 EK0879'TO REACH FROM THE ARKANSAS-OKLAHOMA STATE LINE ON U.S. HIGHWAY
 EK0879'70 GO EASTERLY ON U.S. HIGHWAY 70 FOR 1.65 MILE TO TOP OF
 EK0879'GRADE AND STATION ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 EK0879'CONTINUE EASTERLY FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT OR
 EK0879'SOUTH SIDE OF ROAD AS DESCRIBED.
 EK0879'
 EK0879'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0835 ***********************************************************************
 GF0835  DESIGNATION -  THURMAN
 GF0835  PID         -  GF0835
 GF0835  STATE/COUNTY-  AR/CARROLL
 GF0835  USGS QUAD   -  GRANDVIEW (1972)
 GF0835
 GF0835                         *CURRENT SURVEY CONTROL
 GF0835  ___________________________________________________________________
 GF0835* NAD 83(1997)-  36 23 38.60849(N)    093 32 10.03125(W)     ADJUSTED  
 GF0835* NAVD 88     -       539.8    (meters)    1771.     (feet)  VERTCON   
 GF0835  ___________________________________________________________________
 GF0835  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GF0835  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0835
 GF0835  HORZ ORDER  -  FIRST
 GF0835
 GF0835.The horizontal coordinates were established by classical geodetic methods
 GF0835.and adjusted by the National Geodetic Survey in September 1999..
 GF0835
 GF0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0835
 GF0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0835
 GF0835.The geoid height was determined by GEOID03.
 GF0835
 GF0835;                    North         East     Units Scale Factor Converg.
 GF0835;SPC AR N     -   229,706.077   262,190.759   MT  1.00003573   -0 53 37.9
 GF0835;SPC AR N     -   753,627.35    860,204.18   sFT  1.00003573   -0 53 37.9
 GF0835;SPC MO C     -    62,713.163   407,051.274   MT  1.00003974   -0 36 53.3
 GF0835;SPC MO W     -    25,662.377   936,468.712   MT  1.00003326   +0 34 19.0
 GF0835;UTM  15      - 4,027,790.140   451,922.117   MT  0.99962848   -0 19 05.2
 GF0835
 GF0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0835!SPC AR N     -   0.99991972  x   1.00003573  =   0.99995544
 GF0835!SPC MO C     -   0.99991972  x   1.00003974  =   0.99995945
 GF0835!SPC MO W     -   0.99991972  x   1.00003326  =   0.99995297
 GF0835!UTM  15      -   0.99991972  x   0.99962848  =   0.99954823
 GF0835
 GF0835|---------------------------------------------------------------------|
 GF0835| PID    Reference Object                     Distance      Geod. Az  |
 GF0835|                                                           dddmmss.s |
 GF0835| GF0834 BM                                   56.726 METERS 04113     |
 GF0835| GF0839 BERRYVILLE MUNICIPAL TANK           APPROX. 4.4 KM 2210836.6 |
 GF0835| GF0861 FORUM RM 3                          APPROX.24.6 KM 2221518.8 |
 GF0835| GF0873 SWAIN MOUNTAIN LOOKOUT TOWER 2      APPROX.23.5 KM 2405442.0 |
 GF0835| CI3407 THURMAN AZ MK RESET                                2601022.5 |
 GF0835| CI3406 THURMAN AZ MK                                      2603028.4 |
 GF0835| CI3408 THURMAN RM 1                         12.297 METERS 27039     |
 GF0835| CI3409 THURMAN RM 2                         16.223 METERS 34825     |
 GF0835|---------------------------------------------------------------------|
 GF0835
 GF0835                          SUPERSEDED SURVEY CONTROL
 GF0835
 GF0835  NAD 83(1997)-  36 23 38.61749(N)    093 32 10.03147(W) AD(       ) 1
 GF0835  NAD 83(1997)-  36 23 38.61982(N)    093 32 10.03045(W) AD(       ) 1
 GF0835  NAD 83(1986)-  36 23 38.61960(N)    093 32 10.03136(W) AD(       ) 1
 GF0835  NAD 27      -  36 23 38.37600(N)    093 32 09.35700(W) AD(       ) 1
 GF0835  NGVD 29 (07/19/86)  539.7    (m)         1771.     (f) VERT ANG       
 GF0835
 GF0835.Superseded values are not recommended for survey control.
 GF0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0835.See file dsdata.txt to determine how the superseded data were derived.
 GF0835
 GF0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5192227790(NAD 83)
 GF0835_MARKER: DS = TRIANGULATION STATION DISK
 GF0835_SETTING: 66 = SET IN ROCK OUTCROP
 GF0835
 GF0835  HISTORY     - Date     Condition        Report By
 GF0835  HISTORY     - 1940     MONUMENTED       CGS
 GF0835  HISTORY     - 1961     GOOD             CGS
 GF0835  HISTORY     - 1971     GOOD             NGS
 GF0835
 GF0835                          STATION DESCRIPTION
 GF0835
 GF0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 GF0835'STATION THURMAN IS 2.7 MILES NE OF BERRYVILLE, 11.5 MILES E
 GF0835'OF EUREKA SPRINGS ON A HIGH ROUND WOODED KNOB KNOWN AS
 GF0835'BROTHERS KNOB, IN THE SE 1/4 OF SEC. 16, T 20 E, R 24 W.
 GF0835'
 GF0835'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GF0835'IN A DRILL HOLES IN OUTCROPPING BEDROCK AS DESCRIBED.
 GF0835'
 GF0835'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GF0835'
 GF0835'STATION MARK IS SET IN A SMALL SECTION OF BEDROCK OUTCROP WHICH
 GF0835'IS ABOUT 30 FEET W OF THE VERY HIGHEST POINT OF THE HILL, IS
 GF0835'STAMPED THURMAN 1940, AND THE ROCK PROJECTS ABOUT 6 INCHES.
 GF0835'
 GF0835'REFERENCE MARK NO. 1 IS W OF THE STATION ON W SLOPE OF THE
 GF0835'HILL IN A LARGE SECTION OF OUTCROPPING BEDROCK, ABOUT 2 FEET
 GF0835'LOWER THAN THE STATION, IS STAMPED THURMAN NO. 1 1940, AND
 GF0835'THE ROCK AND MARK PROJECTS ABOUT 18 INCHES.
 GF0835'
 GF0835'REFERENCE MARK NO. 2 IS N BY W OF THE STATION ON W SLOPE OF
 GF0835'THE HILL, IN A LARGE SECTION OF OUTCROPPING BEDROCK, ABOUT 2
 GF0835'FEET LOWER THAN THE STATION, IS STAMPED THURMAN NO. 2 1940,
 GF0835'AND PROJECTS ABOUT 2 FEET.
 GF0835'
 GF0835'AZIMUTH MARK IS ABOUT 0.8 MILE W BY S OF THE STATION AT SE
 GF0835'END OF FARMYARD, 22 FEET N OF CENTER LINE OF ARKANSAS STATE
 GF0835'ROUTE 21, 46 FEET E OF CENTER LINE OF FARM ENTRANCE DRIVE, 30
 GF0835'FEET E OF A POWER LINE POLE, 4 FEET E BY S OF TELEPHONE POLE,
 GF0835'1-1/2 FEET S OF FENCE LINE, IS STAMPED THURMAN 1940, AND
 GF0835'PROJECTS 6 INCHES.
 GF0835'
 GF0835'TO REACH FROM BERRYVILLE GO N AND E ON STATE ROUTE 21 FOR 2.9
 GF0835'MILES TO THE AZIMUTH MARK ON N SIDE OF THE HIGHWAY, CONTINUE
 GF0835'ON THE HIGHWAY FOR 0.1 MILE E, THEN 0.2 MILE N AND TURN RIGHT,
 GF0835'E, OFF THE HIGHWAY ON A NARROW LANE, GO 0.3 MILE TO A SMALL
 GF0835'HOUSE AND END OF THE ROAD AT FOOT OF HILL.  CLIMB E UP THE
 GF0835'HILL FOR ABOUT 1/2 MILE TO HIGHEST POINT AND THE STATION.
 GF0835'
 GF0835'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GF0835
 GF0835                          STATION RECOVERY (1961)
 GF0835
 GF0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0835'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 GF0835'AZIMUTH MARK WAS FOUND DESTROYED AND A NEW ONE WAS ESTABLISHED
 GF0835'AT THIS TIME.  THE DIRECTIONS TO ALL MARKS CHECKED.  THE DISTANCES
 GF0835'TO ALL MARKS CHECKED WITH THE EXCEPTION OF REFERENCE MARK 1
 GF0835'WHERE A LONGER DISTANCE OF 11 MILLIMETERS WAS FOUND.  DUE TO
 GF0835'SEVERAL NEW REFERENCE POINTS ADDED AND THE TO REACH NOT
 GF0835'CHECKING A NEW DESCRIPTION AND A NEW TO REACH FOLLOWS.
 GF0835'
 GF0835'THE STATION IS ABOUT 3 MILES NORTHEAST OF BERRYVILLE, ABOUT
 GF0835'12 MILES EAST OF EUREKA SPRINGS, ON A HIGH ROCKY TREE COVERED
 GF0835'KNOB KNOWN LOCALLY AS BROTHERS KNOB, ON THE PROPERTY OF
 GF0835'MRS. ELIZABETH HENDERSON AND IS IN THE SOUTHEAST 1/4 OF SECTION
 GF0835'16, T. 20 N., R. 24 W..  IT IS 7 FEET SOUTHWEST OF A WITNESS
 GF0835'POST, 62 FEET SOUTHEAST OF A 16 INCH OAK TREE AND 15 FEET EAST OF
 GF0835'A 7 INCH OAK TREE.  THE DISK IS SET FLUSH IN A DRILL HOLE
 GF0835'IN BED ROCK THAT PROJECTS 4 INCHES ABOVE GROUND LEVEL.  THE
 GF0835'DISK IS STAMPED THURMAN 1940.
 GF0835'
 GF0835'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 221 AND 21 ABOUT
 GF0835'2 MILES NORTH OF BERRYVILLE, GO EAST ON STATE HIGHWAY 21 FOR
 GF0835'0.9 MILE TO WHERE HIGHWAY 21 CURVES TO THE LEFT AND A GRAVELED
 GF0835'ROAD STRAIGHT AHEAD AND THE AZIMUTH MARK IN THE NORTH ANGLE
 GF0835'OF ROAD JUNCTION.  CONTINUE ON HIGHWAY 21 NORTH AND WEST FOR
 GF0835'0.3 MILE TO A DRIVEWAY RIGHT, JUST BEFORE REACHING SUMMIT
 GF0835'OF SMALL HILL.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR
 GF0835'0.35 MILE TO THE END OF TRUCK TRAVEL.  PACK EAST UP HILL FOR
 GF0835'ABOUT 1/2 MILE OR 45 MINUTES TO THE TOP AND THE STATION.
 GF0835'
 GF0835'REFERENCE MARK 1 IS SET ON THE WEST SLOPE OF HILL ABOUT 2 FEET
 GF0835'LOWER THAN THE STATION.  IT IS 47 FEET SOUTHWEST OF THE WITNESS
 GF0835'POST AND 59 FEET SOUTH OF THE 16 INCH OAK TREE.  THE DISK IS SET
 GF0835'FLUSH IN A DRILL HOLE IN OUTCROPPING BED ROCK THAT PROJECTS
 GF0835'18 INCHES ABOVE GROUND LEVEL.  THE DISK IS STAMPED THURMAN
 GF0835'NO 1 1940.
 GF0835'
 GF0835'REFERENCE MARK 2 IS 15 FEET EAST OF THE 16 INCH OAK TREE, 53
 GF0835'FEET NORTHWEST OF THE WITNESS POST AND 22 FEET NORTHEAST OF
 GF0835'A 9 INCH OAK TREE.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 GF0835'OUTCROPPING BED ROCK THAT PROJECTS 2 FEET ABOVE GROUND LEVEL
 GF0835'AND IS ON THE NORTHWEST SLOPE OF HILL.  THE DISK IS STAMPED
 GF0835'THURMAN NO 2 1940.
 GF0835'
 GF0835'USGS MARK IS A STANDARD STATION MARK DISK SET FLUSH IN A DRILL
 GF0835'HOLE IN OUTCROPPING BED ROCK THAT IS FLUSH WITH THE GROUND
 GF0835'LEVEL.  IT IS 1 FOOT SOUTHWEST OF A ROCK CAIRN AND 190 FEET
 GF0835'NORTHEAST OF THE WITNESS POST.  NO STAMPING WAS FOUND ON THE
 GF0835'DISK.
 GF0835'
 GF0835'THE AZIMUTH MARK IS 3 FEET EAST OF A WITNESS POST, 3 FEET
 GF0835'EAST OF A TELEPHONE POLE, 45 FEET SOUTHEAST OF THE CENTERLINE OF
 GF0835'HIGHWAY 21 AND 39 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GF0835'ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0835'THURMAN 1940 RESET 1961.
 GF0835'
 GF0835'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0835
 GF0835                          STATION RECOVERY (1971)
 GF0835
 GF0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GF0835'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 GF0835'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND DUE TO
 GF0835'LARGE TREE LIMBS BEING ON LINE.  THE DISTANCE AND DIRECTION TO ALL
 GF0835'MARKS CHECKED.  DUE TO VARIOUS CHANGES, A COMPLETE NEW DESCRIPTION
 GF0835'FOLLOWS.
 GF0835'
 GF0835'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 2 MILES EAST OF
 GF0835'BERRYVILLE, 1/2 MILE EAST OF STATE HIGHWAY 21, ON A HIGH ROCKY TREE
 GF0835'COVERED KNOB KNOWN LOCALLY AS BROTHERS KNOB, IN THE SOUTHEAST 1/4
 GF0835'OF SECTION 16, T 20 N., R 24W. AND ON PROPERTY NOW OWNED BY MR.
 GF0835'M. F. COLEMAN, BOX 284, BERRYVILLE, ARKANSAS.
 GF0835'
 GF0835'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 62 AND STATE
 GF0835'HIGHWAY 21, IN THE SOUTHEAST EDGE OF BERRYVILLE, GO NORTH ON STATE
 GF0835'HIGHWAY 21 FOR 2.2 MILES TO THE JUNCTION OF STATE HIGHWAY 21 AND
 GF0835'STATE ROAD 221.  TURN RIGHT AND FOLLOW STATE HIGHWAY 21 EAST FOR
 GF0835'1.0 MILE TO WHERE STATE HIGHWAY 21 CURVES LEFT AND A GRAVELED
 GF0835'ROAD CONTINUES AHEAD, AND THE AZIMUTH MARK IN THE ANGLE FORMED BY
 GF0835'THE ROAD JUNCTION.  KEEP LEFT AND GO NORTH ON STATE HIGHWAY 21
 GF0835'FOR 0.25 MILE TO A DRIVEWAY ON RIGHT AND A MAIL BOX.  TURN RIGHT
 GF0835'AND GO EAST FOLLOWING DRIVEWAY FOR 0.3 MILE TO TWO HOUSES AND END
 GF0835'OF TRUCK TRAVEL.  FROM HERE PACK EAST UP WOODED AND BRUSHY
 GF0835'HILL FOR ABOUT 1/3 MILE TO THE TOP OF HILL AND STATION. (20-MINUTE
 GF0835'PACK.)
 GF0835'
 GF0835'STATION MARK IS A STANDARD DISK STAMPED THURMAN 1940, IS CEMENTED
 GF0835'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4-INCHES
 GF0835'ABOVE THE GROUND SURFACE.  IT IS 63 FEET SOUTHEAST OF 24-INCH
 GF0835'OAK TREE, 15 FEET EAST OF A 10-INCH HICKORY TREE AND 8 FEET
 GF0835'SOUTHWEST OF A CAIRN AND WITNESS POST.
 GF0835'
 GF0835'REFERENCE MARK 1, A STANDARD DISK STAMPED THURMAN NO 1 1940, IS
 GF0835'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 GF0835'18-INCHES ABOVE THE GROUND SURFACE.  IT IS 59 FEET SOUTH OF THE
 GF0835'24-INCH OAK TREE, 48 FEET WEST OF THE CAIRN AND WITNESS POST, 25
 GF0835'FEET WEST OF THE 10-INCH TREE AND IS 2 FEET LOWER IN ELEVATION
 GF0835'THAN THE STATION.
 GF0835'
 GF0835'REFERENCE MARK 2, A STANDARD DISK STAMPED THURMAN NO 2 1940, IS
 GF0835'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 GF0835'24-INCHES ABOVE THE GROUND SURFACE.  IT IS 52.5 FEET NORTHWEST
 GF0835'OF THE CAIRN WITNESS POST, 15.4 FEET EAST OF THE 24-INCH OAK TREE
 GF0835'AND THE MARK IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 GF0835'
 GF0835'(USGS) MARK, A STANDARD U. S. GEOLOGICAL SURVEY STATION DISK WITH NO
 GF0835'STAMPING, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 GF0835'IS FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET NORTHEAST OF A
 GF0835'TWIN TRUNK TREE, 11.4 FEET SOUTH OF A TRIPLE TRUNK TREE AND IS
 GF0835'ABOUT THE SAME ELEVATION AS THE STATION.
 GF0835'
 GF0835'AZIMUTH MARK, A STANDARD DISK STAMPED THURMAN 1940 RESET 1961,
 GF0835'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 GF0835'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 49 FEET SOUTHEAST
 GF0835'OF THE CENTER OF STATE HIGHWAY 21, 43 FEET NORTH OF THE CENTER OF
 GF0835'THE GRAVELED ROAD, 5.5 FEET EAST OF A TELEPHONE LINE POLE AND
 GF0835'3.8 FEET EAST OF A METAL WITNESS POST.
 GF0835'
 GF0835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHEAST
 GF0835'OF BERRYVILLE.
 GF0835'
 GF0835'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2966 ***********************************************************************
 EH2966  DESIGNATION -  TICHNOR
 EH2966  PID         -  EH2966
 EH2966  STATE/COUNTY-  AR/ARKANSAS
 EH2966  USGS QUAD   -  TICHNOR (1972)
 EH2966
 EH2966                         *CURRENT SURVEY CONTROL
 EH2966  ___________________________________________________________________
 EH2966* NAD 83(1997)-  34 08 17.16564(N)    091 16 01.03002(W)     ADJUSTED  
 EH2966* NAVD 88     -        56.18   (+/-2cm)     184.3    (feet)  VERTCON   
 EH2966  ___________________________________________________________________
 EH2966  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 EH2966  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH2966
 EH2966  HORZ ORDER  -  SECOND
 EH2966  VERT ORDER  -  THIRD ? (See Below)
 EH2966
 EH2966.The horizontal coordinates were established by classical geodetic methods
 EH2966.and adjusted by the National Geodetic Survey in September 1999..
 EH2966
 EH2966.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2966.The vertical order pertains to the NGVD 29 superseded value.
 EH2966
 EH2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2966
 EH2966.The geoid height was determined by GEOID03.
 EH2966
 EH2966;                    North         East     Units Scale Factor Converg.
 EH2966;SPC AR S     -   563,442.333   467,606.639   MT  0.99992010   +0 24 37.0
 EH2966;SPC AR S     - 1,848,560.39  1,534,139.45   sFT  0.99992010   +0 24 37.0
 EH2966;UTM  15      - 3,778,825.027   659,792.785   MT  0.99991476   +0 58 22.0
 EH2966
 EH2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2966!SPC AR S     -   0.99999532  x   0.99992010  =   0.99991542
 EH2966!UTM  15      -   0.99999532  x   0.99991476  =   0.99991008
 EH2966
 EH2966|---------------------------------------------------------------------|
 EH2966| PID    Reference Object                     Distance      Geod. Az  |
 EH2966|                                                           dddmmss.s |
 EH2966| CY6610 TICHNOR RM 1                         59.278 METERS 15532     |
 EH2966| CY6609 TICHNOR AZ MK                                      3072957.3 |
 EH2966| CY6611 TICHNOR RM 2                         36.878 METERS 31016     |
 EH2966|---------------------------------------------------------------------|
 EH2966
 EH2966                          SUPERSEDED SURVEY CONTROL
 EH2966
 EH2966  NAD 83(1986)-  34 08 17.17335(N)    091 16 01.02520(W) AD(       ) 2
 EH2966  NAD 27      -  34 08 16.80874(N)    091 16 00.60096(W) AD(       ) 2
 EH2966  NGVD 29 (07/19/86)   56.24   (m)          184.5    (f) LEVELING    3  
 EH2966
 EH2966.Superseded values are not recommended for survey control.
 EH2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2966.See file dsdata.txt to determine how the superseded data were derived.
 EH2966
 EH2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5979378825(NAD 83)
 EH2966_MARKER: DS = TRIANGULATION STATION DISK
 EH2966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2966
 EH2966  HISTORY     - Date     Condition        Report By
 EH2966  HISTORY     - 1964     MONUMENTED       CGS
 EH2966
 EH2966                          STATION DESCRIPTION
 EH2966
 EH2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2966'STATION IS LOCATED NEAR THE POST OFFICE IN THE SMALL VILLAGE
 EH2966'OF TICHNOR, ABOUT 6-1/2 MILES EAST-NORTHEAST OF GILLETT, ON
 EH2966'THE NORTHEAST SIDE OF STATE HIGHWAY 44, NEAR THE NORTHEAST 1/4
 EH2966'OF THE SOUTEAST 1/4 OF SECTION 30, T. 6 S., R. 2 W., AND ON
 EH2966'HIGHWAY RIGHT-OF-WAY PROPERTY.
 EH2966'
 EH2966'STATION MARKS ARE STANDARD DISKS STAMPED TICHNOR 1964.  THE
 EH2966'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH2966'PROJECTS 1 INCH.  IT IS 177 FEET NORTHWEST OF THE SOUTHWEST
 EH2966'CORNER OF THE TICHNOR POST OFFICE AND GENERAL STORE, 39
 EH2966'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 44, 30 FEET
 EH2966'NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A WIRE
 EH2966'FENCE, AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 EH2966'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH2966'40 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2966'
 EH2966'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TICHNOR NO 1
 EH2966'1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH2966'WITH THE SURFACE OF THE GROUND.  IT IS 88 FEET SOUTHWEST OF
 EH2966'THE SOUTHWEST CORNER OF THE POST OFFICE AND GENERAL STORE,
 EH2966'41 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 44, 29
 EH2966'FEET NORTHWEST OF A FENCE CORNER, AND 15 FEET SOUTHEAST OF
 EH2966'A CONCRETE ROAD RIGHT-OF-WAY POST THAT PROJECTS 8 INCHES.
 EH2966'
 EH2966'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TICHNOR NO 2
 EH2966'1964, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH2966'WITH THE SURFACE OF THE GROUND.  IT IS 71 FEET EAST OF THE
 EH2966'INTERSECTION OF STATE HIGHWAY 44 AND A DRIVEWAY SOUTHWEST,
 EH2966'39 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 44, AND
 EH2966'1 FOOT SOUTHWEST OF THE WIRE FENCE.
 EH2966'
 EH2966'AZIMUTH MARK, A STANDARD DISK STAMPED TICHNOR 1964, IS SET
 EH2966'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS
 EH2966'97 FEET WEST OF THE SOUTHWEST CORNER OF THE TICHNOR BAPTIST
 EH2966'CHURCH BUILDING, 40 FEET NORTHEAST OF THE CENTERLINE OF STATE
 EH2966'HIGHWAY 44, AND 2 FEET EAST OF A METAL WITNESS POST.
 EH2966'
 EH2966'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 EH2966'ON STATE HIGHWAY 44 FOR 0.35 MILE TO THE TICHNOR BAPTIST CHURCH
 EH2966'ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 EH2966'
 EH2966'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0071 ***********************************************************************
 EJ0071  DESIGNATION -  TIE
 EJ0071  PID         -  EJ0071
 EJ0071  STATE/COUNTY-  AR/PULASKI
 EJ0071  USGS QUAD   -  MC ALMONT (1986)
 EJ0071
 EJ0071                         *CURRENT SURVEY CONTROL
 EJ0071  ___________________________________________________________________
 EJ0071* NAD 83(1997)-  34 45 46.90866(N)    092 12 54.40671(W)     ADJUSTED  
 EJ0071* NAVD 88     -        77.838  (meters)     255.37   (feet)  ADJUSTED  
 EJ0071  ___________________________________________________________________
 EJ0071  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EJ0071  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0071  DYNAMIC HT  -          77.765 (meters)     255.13  (feet)  COMP
 EJ0071  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 EJ0071
 EJ0071  HORZ ORDER  -  FIRST
 EJ0071  VERT ORDER  -  FIRST     CLASS II
 EJ0071
 EJ0071.The horizontal coordinates were established by classical geodetic methods
 EJ0071.and adjusted by the National Geodetic Survey in September 1999..
 EJ0071
 EJ0071.The orthometric height was determined by differential leveling
 EJ0071.and adjusted by the National Geodetic Survey in June 1991..
 EJ0071
 EJ0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0071
 EJ0071.The geoid height was determined by GEOID03.
 EJ0071
 EJ0071.The dynamic height is computed by dividing the NAVD 88
 EJ0071.geopotential number by the normal gravity value computed on the
 EJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0071.degrees latitude (g = 980.6199 gals.).
 EJ0071
 EJ0071.The modeled gravity was interpolated from observed gravity values.
 EJ0071
 EJ0071;                    North         East     Units Scale Factor Converg.
 EJ0071;SPC AR S     -   632,541.160   380,306.316   MT  0.99999919   -0 07 13.4
 EJ0071;SPC AR S     - 2,075,262.12  1,247,721.64   sFT  0.99999919   -0 07 13.4
 EJ0071;UTM  15      - 3,847,045.059   571,828.901   MT  0.99966359   +0 26 51.2
 EJ0071
 EJ0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0071!SPC AR S     -   0.99999197  x   0.99999919  =   0.99999116
 EJ0071!UTM  15      -   0.99999197  x   0.99966359  =   0.99965556
 EJ0071
 EJ0071:                Primary Azimuth Mark                     Grid Az
 EJ0071:SPC AR S     -  PLANT                                    067 02 44.2
 EJ0071:UTM  15      -  PLANT                                    066 28 39.6
 EJ0071
 EJ0071|---------------------------------------------------------------------|
 EJ0071| PID    Reference Object                     Distance      Geod. Az  |
 EJ0071|                                                           dddmmss.s |
 EJ0071| EJ0076 PLANT                               APPROX. 2.7 KM 0665530.8 |
 EJ0071| CY5898 CRIP MAIL CRANE                                    15610     |
 EJ0071| CY6514 TIE PLAND STATION BOARD                            21230     |
 EJ0071| CU7805 DRILL HOLE NEAR TIE                                31544     |
 EJ0071|---------------------------------------------------------------------|
 EJ0071
 EJ0071                          SUPERSEDED SURVEY CONTROL
 EJ0071
 EJ0071  NAD 83(1986)-  34 45 46.91829(N)    092 12 54.39606(W) AD(       ) 1
 EJ0071  NAD 27      -  34 45 46.58800(N)    092 12 53.86500(W) AD(       ) 1
 EJ0071  NGVD 29 (??/??/92)   77.880  (m)          255.51   (f) ADJ UNCH    1 2
 EJ0071
 EJ0071.Superseded values are not recommended for survey control.
 EJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0071.See file dsdata.txt to determine how the superseded data were derived.
 EJ0071
 EJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7182947045(NAD 83)
 EJ0071_MARKER: DS = TRIANGULATION STATION DISK
 EJ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0071_STAMPING: TIE 1916 1920
 EJ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0071+STABILITY: SURFACE MOTION
 EJ0071
 EJ0071  HISTORY     - Date     Condition        Report By
 EJ0071  HISTORY     - 1916     MONUMENTED       CGS
 EJ0071  HISTORY     - 1935     GOOD             CGS
 EJ0071  HISTORY     - 1955     GOOD             CGS
 EJ0071  HISTORY     - 1962     GOOD             CGS
 EJ0071  HISTORY     - 1967     GOOD             CGS
 EJ0071  HISTORY     - 1967     GOOD             NGS
 EJ0071  HISTORY     - 1989     POOR             USPSQD
 EJ0071  HISTORY     - 1990     POOR             USPSQD
 EJ0071
 EJ0071                          STATION DESCRIPTION
 EJ0071
 EJ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EJ0071'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0071'RAILWAY, AT TIE PLANT RAILWAY STATION, 9.41 METERS(30.9
 EJ0071'FEET) N OF NEAREST POINT OF N RAIL OF MAIN TRACK, 13.35
 EJ0071'METERS(43.8 FEET) N OF TIE PLANT MAIL CRANE.
 EJ0071'
 EJ0071'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE STATION
 EJ0071'DISKS SET IN CONCRETE.
 EJ0071'
 EJ0071'FOLLOWING DISTANCES AND AZIMUTHS ARE FROM THE STATION- DRILL
 EJ0071'HOLE IN CONCRETE PIER AT S SIDE BASE OF SEWER TANK, 23.37
 EJ0071'METERS (76.7 FEET), N 44 DEG 16 MIN W, TIE PLAND STATION BOARD,
 EJ0071'26.87 METERS (88.2 FEET) S 32 DEG 30 MIN W, AND MAIL CRANE,
 EJ0071'13.35 METERS (43.8 FEET) S 23 DEG 50 MIN E.
 EJ0071'
 EJ0071'IN 1920 STATION MARK WAS STAMPED WITH NAME AND DATES 1916-1920.
 EJ0071'ELEVATION OF STATION IS 77.926 METERS (255.662 FEET).
 EJ0071
 EJ0071                          STATION RECOVERY (1935)
 EJ0071
 EJ0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EJ0071'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EJ0071'
 EJ0071'REFERENCE MARK NO.1, DRILL HOLE IN CONCRETE PIER AT S BASE
 EJ0071'OF SEWER TANK, IS 23.37 METERS (76.7 FEET) FROM STATION,
 EJ0071'N 44 DEG 16 MIN W.  TIE PLAND STATION BOARD, IS
 EJ0071'26.87 METERS, (88.27 FEET), S 32 DEG 30 MIN W, AND
 EJ0071'MAIL CRANE IS 13.35 METERS (43.8 FEET), S 23 DEG 5 MIN E.
 EJ0071'
 EJ0071'REFERENCE MARK NO. 2 NEWLY ESTABLISHED A STANDARD C AND G S
 EJ0071'TABLET SET IN A 14- BY 14- BY 30-INCH CONCRETE PIER STAMPED
 EJ0071'R.M.NO.2 1935, 14 FEET S OF N FENCE LINE OF RAILROAD
 EJ0071'RIGHT-OF-WAY, 20 FEET N OF N RAILROAD RAIL OF PASSING TRACK,
 EJ0071'74.85 FEET W OF 20TH TELEGRAPH POLE W OF MILEPOST 129.
 EJ0071'DISTANCE FROM STATION IS 29.83 METERS (97.89 FEET),
 EJ0071'N 63 DEG 49 MIN 16 SEC E.
 EJ0071'
 EJ0071'REFERENCE MARK NO.2 TO REFERENCE MARK NO.1 IS 43.245 METERS
 EJ0071'(141.89 FEET), N 85 DEG 16 MIN 14 SEC W.
 EJ0071
 EJ0071                          STATION RECOVERY (1955)
 EJ0071
 EJ0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 EJ0071'2.3 MI. E ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EJ0071'FROM THE STATION AT NORTH LITTLE ROCK, 88 FT. NE OF THE
 EJ0071'STATION SIGN AT TIE PLANT SIDING, 77 FT. SE OF THE SE EDGE
 EJ0071'OF A LARGE ROUND STEEL TANK, 30.5 FT. NW OF THE NW RAIL
 EJ0071'OF THE MAIN TRACK, 11.5 FT. SE OF THE SE RAIL OF A SIDETRACK,
 EJ0071'13 FT. SW OF A TELEPHONE POLE, AND 1.5 FT. NE OF A WITNESS
 EJ0071'POST.  A TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 EJ0071'CONCRETE POAT WHICH IS 0.2 FT. BELOW THE TOP OF THE GROUND, AND
 EJ0071'STAMPED TIE 1916 1920.
 EJ0071'
 EJ0071'REFERENCE MARK 2 IS 98 FT. NE OF THE STATION, 35 FT. NW
 EJ0071'OF THE NW RAIL OF THE MAIN TRACK, 50 FT. SE OF THE SE RAIL
 EJ0071'OF A SIDE-TRACK, AND 2 FT. SW OF A WITNESS POST.  A
 EJ0071'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 EJ0071'IS FLUSH WITH THE GROUND, AND STAMPED RM 2 TIE 1916 1920.
 EJ0071
 EJ0071                          STATION RECOVERY (1962)
 EJ0071
 EJ0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 EJ0071'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS
 EJ0071'DESCRIBED.
 EJ0071
 EJ0071                          STATION RECOVERY (1967)
 EJ0071
 EJ0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ0071'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 EJ0071'BY H.D.R. IN 1955.
 EJ0071'
 EJ0071'A METAL WITNESS POST WAS PLACED 1.5 FEET EAST OF THE STATION MARK.
 EJ0071'
 EJ0071'A METAL WITNESS POST WAS PLACED 2 FEET EAST OF REFERENCE MARK 2.
 EJ0071'
 EJ0071'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES EAST OF
 EJ0071'NORTH LITTLE ROCK.
 EJ0071
 EJ0071                          STATION RECOVERY (1967)
 EJ0071
 EJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EJ0071'2.3 MI E FROM NORTH LITTLE ROCK.
 EJ0071'IT IS 2.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0071'RAILROAD FROM THE STATION AT NORTH LITTLE ROCK, 88 FEET NORTHEAST OF
 EJ0071'THE TIE PLANT SIDING SIGN, 77 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 EJ0071'A LARGE ROUND STEEL TANK, 30 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 EJ0071'TRACK, 11 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 13
 EJ0071'FEET SOUTHWEST OF A TELEPHONE LINE POLE, 1.5 FEET WEST OF A METAL
 EJ0071'WITNESS POST AND SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 EJ0071'THE GROUND.
 EJ0071
 EJ0071                          STATION RECOVERY (1989)
 EJ0071
 EJ0071'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0071'MARK RECOVERED IN POOR CONDITION.
 EJ0071
 EJ0071                          STATION RECOVERY (1990)
 EJ0071
 EJ0071'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0071'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0072 ***********************************************************************
 EJ0072  DESIGNATION -  TIE RM 2
 EJ0072  PID         -  EJ0072
 EJ0072  STATE/COUNTY-  AR/PULASKI
 EJ0072  USGS QUAD   -  MC ALMONT (1986)
 EJ0072
 EJ0072                         *CURRENT SURVEY CONTROL
 EJ0072  ___________________________________________________________________
 EJ0072* NAD 83(1986)-  34 45 46.     (N)    092 12 54.     (W)     SCALED    
 EJ0072* NAVD 88     -        77.957  (meters)     255.76   (feet)  ADJUSTED  
 EJ0072  ___________________________________________________________________
 EJ0072  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0072  DYNAMIC HT  -          77.885 (meters)     255.53  (feet)  COMP
 EJ0072  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 EJ0072
 EJ0072  VERT ORDER  -  FIRST     CLASS II
 EJ0072
 EJ0072.The horizontal coordinates were scaled from a topographic map and have
 EJ0072.an estimated accuracy of +/- 6 seconds.
 EJ0072
 EJ0072.The orthometric height was determined by differential leveling
 EJ0072.and adjusted by the National Geodetic Survey in June 1991..
 EJ0072
 EJ0072.The geoid height was determined by GEOID03.
 EJ0072
 EJ0072.The dynamic height is computed by dividing the NAVD 88
 EJ0072.geopotential number by the normal gravity value computed on the
 EJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0072.degrees latitude (g = 980.6199 gals.).
 EJ0072
 EJ0072.The modeled gravity was interpolated from observed gravity values.
 EJ0072
 EJ0072;                    North         East    Units  Estimated Accuracy
 EJ0072;SPC AR S     -   632,510.      380,320.      MT  (+/- 180 meters Scaled)
 EJ0072
 EJ0072                          SUPERSEDED SURVEY CONTROL
 EJ0072
 EJ0072  NGVD 29 (??/??/92)   78.000  (m)          255.91   (f) ADJ UNCH    1 2
 EJ0072
 EJ0072.Superseded values are not recommended for survey control.
 EJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0072.See file dsdata.txt to determine how the superseded data were derived.
 EJ0072
 EJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU718470(NAD 83)
 EJ0072_MARKER: DR = REFERENCE MARK DISK
 EJ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0072_STAMPING: R M 2 TIE 1916 1920
 EJ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0072+STABILITY: SURFACE MOTION
 EJ0072
 EJ0072  HISTORY     - Date     Condition        Report By
 EJ0072  HISTORY     - 1935     MONUMENTED       CGS
 EJ0072  HISTORY     - 1967     GOOD             NGS
 EJ0072  HISTORY     - 1984     GOOD             NGS
 EJ0072
 EJ0072                          STATION DESCRIPTION
 EJ0072
 EJ0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0072'2.3 MI E FROM NORTH LITTLE ROCK.
 EJ0072'IT IS 2.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0072'RAILROAD FROM THE STATION AT NORTH LITTLE ROCK, 98 FEET NORTHEAST OF
 EJ0072'TRIANGULATION STATION TIE, 35 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 EJ0072'TRACK, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 2 FEET
 EJ0072'WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A SQUARE CONCRETE
 EJ0072'POST FLUSH WITH THE GROUND.
 EJ0072
 EJ0072                          STATION RECOVERY (1984)
 EJ0072
 EJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2009 ***********************************************************************
 DK2009  DESIGNATION -  TILLAR
 DK2009  PID         -  DK2009
 DK2009  STATE/COUNTY-  AR/DESHA
 DK2009  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK2009
 DK2009                         *CURRENT SURVEY CONTROL
 DK2009  ___________________________________________________________________
 DK2009* NAD 83(1997)-  33 42 51.41864(N)    091 27 20.00263(W)     ADJUSTED  
 DK2009* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 DK2009  ___________________________________________________________________
 DK2009  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 DK2009  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DK2009
 DK2009  HORZ ORDER  -  FIRST
 DK2009
 DK2009.The horizontal coordinates were established by classical geodetic methods
 DK2009.and adjusted by the National Geodetic Survey in September 1999..
 DK2009
 DK2009.The orthometric height was scaled from a topographic map.
 DK2009
 DK2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2009
 DK2009.The geoid height was determined by GEOID03.
 DK2009
 DK2009;                    North         East     Units Scale Factor Converg.
 DK2009;SPC AR S     -   516,327.700   450,462.522   MT  0.99993399   +0 18 17.0
 DK2009;SPC AR S     - 1,693,985.13  1,477,892.46   sFT  0.99993399   +0 18 17.0
 DK2009;UTM  15      - 3,731,547.708   643,108.479   MT  0.99985248   +0 51 26.6
 DK2009
 DK2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2009!SPC AR S     -   0.99999689  x   0.99993399  =   0.99993088
 DK2009!UTM  15      -   0.99999689  x   0.99985248  =   0.99984937
 DK2009
 DK2009|---------------------------------------------------------------------|
 DK2009| PID    Reference Object                     Distance      Geod. Az  |
 DK2009|                                                           dddmmss.s |
 DK2009| CY6613 TILLAR RM 1                          45.991 METERS 03916     |
 DK2009| DK2011 TILLAR MUNICIPAL TANK               336.745 METERS 09951     |
 DK2009| CY6614 TILLAR RM 2                          52.122 METERS 14021     |
 DK2009| CY6612 TILLAR AZ MK                                       1460654.7 |
 DK2009|---------------------------------------------------------------------|
 DK2009
 DK2009                          SUPERSEDED SURVEY CONTROL
 DK2009
 DK2009  NAD 83(1997)-  33 42 51.42637(N)    091 27 19.99893(W) AD(       ) 1
 DK2009  NAD 83(1986)-  33 42 51.42738(N)    091 27 19.99800(W) AD(       ) 1
 DK2009  NAD 27      -  33 42 51.03800(N)    091 27 19.55800(W) AD(       ) 1
 DK2009
 DK2009.Superseded values are not recommended for survey control.
 DK2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2009.See file dsdata.txt to determine how the superseded data were derived.
 DK2009
 DK2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4310831548(NAD 83)
 DK2009_MARKER: DS = TRIANGULATION STATION DISK
 DK2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2009
 DK2009  HISTORY     - Date     Condition        Report By
 DK2009  HISTORY     - 1940     MONUMENTED       CGS
 DK2009  HISTORY     - 19780301 MARK NOT FOUND   USGS
 DK2009
 DK2009                          STATION DESCRIPTION
 DK2009
 DK2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2009'STATION IS LOCATED ON THE W SIDE OF THE MISSOURI AND PACIFIC
 DK2009'RAILROAD, IN THE TOWN OF TILLAR, ABOUT 0.1 MILE E OF U.S. HIGHWAY
 DK2009'65 AND 0.15 MILE N OF THE TILLAR POST OFFICE.
 DK2009'
 DK2009'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK2009'BRONZE DISKS SET IN CONCRETE.
 DK2009'
 DK2009'SURFACE MARK PROJECTS 4 INCHES AND IS 69 FEET W OF THE W RAIL
 DK2009'OF THE RAILROAD, 36 FEET W OF THE CENTER LINE OF A NARROW
 DK2009'DIRT ROAD, 33 FEET S OF AN OLD CANE PRESS, 57 FEET SW
 DK2009'OF TELEPHONE POLE NO.440/10 AND 8.5 FEET W OF A WHITE
 DK2009'REFERENCE POST.
 DK2009'
 DK2009'REFERENCE MARK NO. 1 IS NE OF THE STATION, SET IN A WIRE
 DK2009'FENCE LINE ON THE E SIDE OF THE MISSOURI AND PACIFIC RAILROAD
 DK2009'TRACKS.  MARK PROJECTS 6 INCHES AND IS 55.5 FEET E OF THE E
 DK2009'RAIL, 42 FEET N OF TELEPHONE POLE H, AND 1 FOOT W OF A BARBED-WIRE
 DK2009'FENCE.  MARK IS ON ABOUT THE SAME LEVEL AS THE STATION.
 DK2009'REFERENCE MARK NO. 2 IS SET IN A SMALL TRIANGLE OF GROUND FORMED
 DK2009'BY THE INTERSECTION OF THREE DIRT ROADS.  MARK PROJECTS 6
 DK2009'INCHES AND IS 42 FEET W OF THE W RAIL OF THE RAILROAD, 42
 DK2009'FEET SW OF A TELEPHONE POLE NO.E62 AND 15 FEET W OF A
 DK2009'NARROW DIRT ROAD.  MARK IS ON ABOUT THE SAME LEVEL AS THE
 DK2009'STATION.
 DK2009'
 DK2009'AZIMUTH MARK IS 0.7 MILE SE OF THE STATION ON LAND OWNED BY
 DK2009'THE MISSOURI AND PACIFIC RAILROAD.  MARK PROJECTS 6
 DK2009'INCHES AND IS 27 FEET NW OF A TELEPHONE POLE, 38 FEET NW OF
 DK2009'A NE FENCE CORNER, 51.6 FEET N OF THE NE CORNER OF THE SECTION
 DK2009'HOUSE, 32.4 FEET E OF THE E RAIL OF THE RAILROAD AND 20.6 FEET
 DK2009'W OF THE CENTER LINE OF A DIRT ROAD.
 DK2009'
 DK2009'TO REACH STATION FROM THE POST OFFICE IN TILLAR, GO N
 DK2009'0.1 MILE TO A ROAD TO THE LEFT, TURN LEFT, CROSS RAILROAD TRACKS,
 DK2009'THEN TURN SHARP RIGHT AND GO 0.05 MILE TO STATION ON THE LEFT.
 DK2009'
 DK2009'TO REACH THE AZIMUTH MARK FROM POST OFFICE, GO S ON DIRT ROAD
 DK2009'0.55 MILE TO SECTION HOUSE AND AZIMUTH MARK ON RIGHT.
 DK2009'
 DK2009'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK2009
 DK2009                          STATION RECOVERY (1978)
 DK2009
 DK2009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JHS)
 DK2009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2011 ***********************************************************************
 DK2011  DESIGNATION -  TILLAR MUNICIPAL TANK
 DK2011  PID         -  DK2011
 DK2011  STATE/COUNTY-  AR/DREW
 DK2011  USGS QUAD   -  MC GEHEE NORTH (1981)
 DK2011
 DK2011                         *CURRENT SURVEY CONTROL
 DK2011  ___________________________________________________________________
 DK2011* NAD 83(1997)-  33 42 49.54717(N)    091 27 07.11737(W)     ADJUSTED  
 DK2011* NAVD 88     -                                                        
 DK2011  ___________________________________________________________________
 DK2011  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 DK2011  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DK2011
 DK2011  HORZ ORDER  -  THIRD
 DK2011
 DK2011.The horizontal coordinates were established by classical geodetic methods
 DK2011.and adjusted by the National Geodetic Survey in September 1999..
 DK2011
 DK2011
 DK2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2011
 DK2011.The geoid height was determined by GEOID03.
 DK2011
 DK2011;                    North         East     Units Scale Factor Converg.
 DK2011;SPC AR S     -   516,271.815   450,794.574   MT  0.99993404   +0 18 24.2
 DK2011;SPC AR S     - 1,693,801.78  1,478,981.86   sFT  0.99993404   +0 18 24.2
 DK2011;UTM  15      - 3,731,495.032   643,441.028   MT  0.99985366   +0 51 33.7
 DK2011
 DK2011                          SUPERSEDED SURVEY CONTROL
 DK2011
 DK2011  NAD 83(1997)-  33 42 49.55485(N)    091 27 07.11261(W) AD(       ) 4
 DK2011  NAD 83(1986)-  33 42 49.55591(N)    091 27 07.11280(W) AD(       ) 4
 DK2011  NAD 27      -  33 42 49.16600(N)    091 27 06.67200(W) AD(       ) 3
 DK2011
 DK2011.Superseded values are not recommended for survey control.
 DK2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2011.See file dsdata.txt to determine how the superseded data were derived.
 DK2011
 DK2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4344131495(NAD 83)
 DK2011_MARKER: 51 = TANK
 DK2011
 DK2011  HISTORY     - Date     Condition        Report By
 DK2011  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2011  HISTORY     - 1940     SEE DESCRIPTION  CGS
 DK2011
 DK2011                          STATION DESCRIPTION
 DK2011
 DK2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2011'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 DK2011'TANK OF TILLAR, ARKANSAS.  TANK IS A STEEL STRUCTURE PAINTED
 DK2011'BLACK APPROXIMATELY 100 FEET HIGH, AND IS LOCATED AT THE NE
 DK2011'EDGE OF TOWN, THIS IS THE ONLY TANK IN THE IMMEDIATE VICINITY.
 DK2011'
 DK2011'OBSERVED UPON FROM TRIANGULATION STATIONS.  SELMA, WALL, WOLFF,
 DK2011'AND MC GEHEE.
 DK2011
 DK2011                          STATION RECOVERY (1940)
 DK2011
 DK2011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2011'THE ORIGINAL DESCRIPTION IS NO LONGER CORRECT EXCEPT FOR THE
 DK2011'GENERAL LOCATION OF THE TANK.  A COMPLETE NEW DESCRIPTION IS
 DK2011'GIVEN BELOW.
 DK2011'
 DK2011'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 DK2011'TANK OF TILLAR.  THE TANK IS A STEEL STRUCTURE PAINTED SILVER
 DK2011'WITH TILLAR, PAINTED ON THE E SIDE OF THE TANK WITH BLACK
 DK2011'LETTERS.  IT IS APPROXIMATELY 105 FEET TO THE PLATFORM AROUND
 DK2011'THE TANK AND 25 FEET FROM THE PLATFORM TO THE TOP OF THE
 DK2011'CONICAL TOP OF THE TANK.  THE TANK HAS A SLENDER APPEARANCE WHEN
 DK2011'VIEWED FROM A DISTANCE.  THE TANK IS LOCATED IN THE NE PART OF
 DK2011'TILLAR AND IS THE ONLY TANK IN THE IMMEDIATE VICINITY.  THIS
 DK2011'IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1785 ***********************************************************************
 FG1785  DESIGNATION -  TILLY
 FG1785  PID         -  FG1785
 FG1785  STATE/COUNTY-  AR/POPE
 FG1785  USGS QUAD   -  TILLY (1980)
 FG1785
 FG1785                         *CURRENT SURVEY CONTROL
 FG1785  ___________________________________________________________________
 FG1785* NAD 83(1997)-  35 42 54.34802(N)    092 49 23.88134(W)     ADJUSTED  
 FG1785* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 FG1785  ___________________________________________________________________
 FG1785  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FG1785  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG1785
 FG1785  HORZ ORDER  -  SECOND
 FG1785
 FG1785.The horizontal coordinates were established by classical geodetic methods
 FG1785.and adjusted by the National Geodetic Survey in September 1999..
 FG1785
 FG1785.The orthometric height was scaled from a topographic map.
 FG1785
 FG1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1785
 FG1785.The geoid height was determined by GEOID03.
 FG1785
 FG1785;                    North         East     Units Scale Factor Converg.
 FG1785;SPC AR N     -   153,606.817   325,507.569   MT  0.99993853   -0 28 44.7
 FG1785;SPC AR N     -   503,958.37  1,067,936.08   sFT  0.99993853   -0 28 44.7
 FG1785;UTM  15      - 3,952,363.648   515,982.610   MT  0.99960315   +0 06 11.3
 FG1785
 FG1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1785!SPC AR N     -   0.99990816  x   0.99993853  =   0.99984670
 FG1785!UTM  15      -   0.99990816  x   0.99960315  =   0.99951135
 FG1785
 FG1785|---------------------------------------------------------------------|
 FG1785| PID    Reference Object                     Distance      Geod. Az  |
 FG1785|                                                           dddmmss.s |
 FG1785| CI3414 TILLY RM 1                           27.353 METERS 06129     |
 FG1785| CI3413 TILLY AZ MK                                        0763025.7 |
 FG1785| FG1786 WALKER LOOKOUT TOWER                APPROX. 6.0 KM 2160951.8 |
 FG1785| CI3415 TILLY RM 2                           21.916 METERS 28910     |
 FG1785|---------------------------------------------------------------------|
 FG1785
 FG1785                          SUPERSEDED SURVEY CONTROL
 FG1785
 FG1785  NAD 83(1986)-  35 42 54.36078(N)    092 49 23.88124(W) AD(       ) 2
 FG1785  NAD 27      -  35 42 54.07900(N)    092 49 23.27900(W) AD(       ) 2
 FG1785
 FG1785.Superseded values are not recommended for survey control.
 FG1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1785.See file dsdata.txt to determine how the superseded data were derived.
 FG1785
 FG1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1598352364(NAD 83)
 FG1785_MARKER: DS = TRIANGULATION STATION DISK
 FG1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1785
 FG1785  HISTORY     - Date     Condition        Report By
 FG1785  HISTORY     - 1954     MONUMENTED       CGS
 FG1785  HISTORY     - 1985     POOR             USDA
 FG1785
 FG1785                          STATION DESCRIPTION
 FG1785
 FG1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1785'THE STATION IS IN SECTION 5, T 12 N, R 17 W, ABOUT 3-1/2
 FG1785'MILES SOUTH AND 2-1/2 MILES EAST OF WITTS SPRINGS, 3/4 MILE
 FG1785'SOUTHWEST OF THE JUNCTION OF THE POPE, SEARCY AND VAN BUREN
 FG1785'COUNTY LINES, 0.4 MILE SOUTH OF THE TILLY POST OFFICE, 36
 FG1785'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE UNION HILL
 FG1785'SCHOOLHOUSE AND 4 FEET EAST OF A 4 X 4 INCH WHITE WITNESS
 FG1785'POST.
 FG1785'
 FG1785'TO REACH THE STATION FROM THE WITTS SPRINGS POST OFFICE,
 FG1785'GO NORTH ON STATE HIGHWAY 27 FOR 0.25 MILE TO A FORK, TAKE
 FG1785'RIGHT FORK FOR 0.25 MILE TO A FORK, TAKE RIGHT FORK AND
 FG1785'CONTINUE ON THE HIGHWAY FOR 5.5 MILES TO THE TILLY POST
 FG1785'OFFICE ON THE LEFT, CONTINUE SOUTH FOR 0.4 MILE TO A SIDE
 FG1785'ROAD ON THE RIGHT, (THE AZIMUTH MARK MAY BE REACHED FROM
 FG1785'THIS POINT BY TURNING LEFT AND GOING EAST FOR 0.15 MILE
 FG1785'TO THE MARK ON THE LEFT AS DESCRIBED) TURN RIGHT FOR 0.05 MILE
 FG1785'TO THE UNION HILL SCHOOLHOUSE AND THE STATION.
 FG1785'
 FG1785'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FG1785'TILLY 1954.
 FG1785'
 FG1785'REFERENCE MARK 1 IS 3 FEET WEST-SOUTHWEST OF A POWERLINE
 FG1785'POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FG1785'TILLY NO 1 1954.
 FG1785'
 FG1785'REFERENCE MARK 2 IS 59 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FG1785'CORNER OF THE SCHOOLHOUSE.  THE MARK PROJECTS 4 INCHES AND
 FG1785'THE DISK IS STAMPED TILLY NO 2 1954.
 FG1785'
 FG1785'THE AZIMUTH MARK IS 13 FEET NORTH OF THE CENTER OF A DIRT
 FG1785'ROAD, 4 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST AND
 FG1785'2 FEET SOUTH OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE
 FG1785'GROUND AND THE DISK IS STAMPED TILLY 1954.
 FG1785'
 FG1785'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FG1785
 FG1785                          STATION RECOVERY (1985)
 FG1785
 FG1785'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HWH)
 FG1785'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2097 ***********************************************************************
 FF2097  DESIGNATION -  TILTON
 FF2097  PID         -  FF2097
 FF2097  STATE/COUNTY-  AR/CROSS
 FF2097  USGS QUAD   -  CENTRAL (1984)
 FF2097
 FF2097                         *CURRENT SURVEY CONTROL
 FF2097  ___________________________________________________________________
 FF2097* NAD 83(1997)-  35 18 58.84381(N)    090 58 00.42407(W)     ADJUSTED  
 FF2097* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 FF2097  ___________________________________________________________________
 FF2097  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FF2097  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF2097
 FF2097  HORZ ORDER  -  SECOND
 FF2097
 FF2097.The horizontal coordinates were established by classical geodetic methods
 FF2097.and adjusted by the National Geodetic Survey in September 1999..
 FF2097
 FF2097.The orthometric height was scaled from a topographic map.
 FF2097
 FF2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2097
 FF2097.The geoid height was determined by GEOID03.
 FF2097
 FF2097;                    North         East     Units Scale Factor Converg.
 FF2097;SPC AR N     -   109,549.561   493,949.190   MT  0.99994680   +0 36 04.4
 FF2097;SPC AR N     -   359,413.85  1,620,564.97   sFT  0.99994680   +0 36 04.4
 FF2097;UTM  15      - 3,910,021.796   684,830.373   MT  1.00002102   +1 10 32.6
 FF2097
 FF2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2097!SPC AR N     -   0.99999345  x   0.99994680  =   0.99994025
 FF2097!UTM  15      -   0.99999345  x   1.00002102  =   1.00001447
 FF2097
 FF2097|---------------------------------------------------------------------|
 FF2097| PID    Reference Object                     Distance      Geod. Az  |
 FF2097|                                                           dddmmss.s |
 FF2097| CI5648 TILTON RM 1                          29.453 METERS 07633     |
 FF2097| CI5649 TILTON RM 2                          30.565 METERS 32235     |
 FF2097| FF2098 HICKORY RIDGE RICE GROWER ELEV      APPROX. 9.6 KM 3433738.1 |
 FF2097| CI5647 TILTON AZ MK                                       3473740.0 |
 FF2097|---------------------------------------------------------------------|
 FF2097
 FF2097                          SUPERSEDED SURVEY CONTROL
 FF2097
 FF2097  NAD 83(1997)-  35 18 58.85233(N)    090 58 00.42225(W) AD(       ) 2
 FF2097  NAD 83(1986)-  35 18 58.85446(N)    090 58 00.42366(W) AD(       ) 2
 FF2097  NAD 27      -  35 18 58.54540(N)    090 57 59.99690(W) AD(       ) 2
 FF2097
 FF2097.Superseded values are not recommended for survey control.
 FF2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2097.See file dsdata.txt to determine how the superseded data were derived.
 FF2097
 FF2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8483010022(NAD 83)
 FF2097_MARKER: DS = TRIANGULATION STATION DISK
 FF2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2097_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2097
 FF2097  HISTORY     - Date     Condition        Report By
 FF2097  HISTORY     - 1954     MONUMENTED       CGS
 FF2097
 FF2097                          STATION DESCRIPTION
 FF2097
 FF2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2097'THE STATION IS IN SECTION 14, T 8 N, R 1 E, ABOUT 12 MILES
 FF2097'NORTHWEST OF WYNNE, 6 MILES SOUTH-SOUTHWEST OF HICKORY RIDGE,
 FF2097'2-1/2 MILES EAST OF TILTON, 63 FEET SOUTH OF THE CENTER OF
 FF2097'A DIRT ROAD, 56 FEET SOUTHWEST OF A POWERLINE POLE AND 4
 FF2097'FEET SOUTHEAST OF A 4 X 4 INCH WHITE WITNESS POST.
 FF2097'
 FF2097'TO REACH THE STATION FROM THE POST OFFICE IN TILTON, GO EAST ON
 FF2097'THE MAIN GRAVELED ROAD FOR 2.9 MILES TO A CROSS ROAD, (TO
 FF2097'REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO
 FF2097'0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED) CONTINUE
 FF2097'EAST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 FF2097'
 FF2097'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF2097'TILTON 1954.
 FF2097'
 FF2097'REFERENCE MARK 1 IS 39 FEET SOUTH OF THE CENTER OF THE ROAD.
 FF2097'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TILTON
 FF2097'NO 1 1954.
 FF2097'
 FF2097'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE CENTER OF THE ROAD.
 FF2097'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED TILTON
 FF2097'NO 2 1954.
 FF2097'
 FF2097'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A GRAVELED
 FF2097'ROAD, 24 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 2 FEET
 FF2097'SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK
 FF2097'PROJECTS 4 INCHES AND THE DISK IS STAMPED TILTON 1954.
 FF2097'
 FF2097'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1022 ***********************************************************************
 GE1022  DESIGNATION -  TIPPY
 GE1022  PID         -  GE1022
 GE1022  STATE/COUNTY-  AR/CLAY
 GE1022  USGS QUAD   -  KNOBEL (1993)
 GE1022
 GE1022                         *CURRENT SURVEY CONTROL
 GE1022  ___________________________________________________________________
 GE1022* NAD 83(1997)-  36 19 14.14967(N)    090 31 32.04675(W)     ADJUSTED  
 GE1022* NAVD 88     -        87.25   (+/-2cm)     286.3    (feet)  VERTCON   
 GE1022  ___________________________________________________________________
 GE1022  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GE1022  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE1022
 GE1022  HORZ ORDER  -  THIRD
 GE1022  VERT ORDER  -  THIRD ? (See Below)
 GE1022
 GE1022.The horizontal coordinates were established by classical geodetic methods
 GE1022.and adjusted by the National Geodetic Survey in September 1999..
 GE1022
 GE1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1022.The vertical order pertains to the NGVD 29 superseded value.
 GE1022
 GE1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1022
 GE1022.The geoid height was determined by GEOID03.
 GE1022
 GE1022;                    North         East     Units Scale Factor Converg.
 GE1022;SPC AR N     -   221,470.543   532,397.509   MT  1.00001842   +0 51 28.7
 GE1022;SPC AR N     -   726,607.94  1,746,707.49   sFT  1.00001842   +0 51 28.7
 GE1022;UTM  15      - 4,022,350.346   722,129.261   MT  1.00020797   +1 27 58.4
 GE1022
 GE1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1022!SPC AR N     -   0.99999078  x   1.00001842  =   1.00000920
 GE1022!UTM  15      -   0.99999078  x   1.00020797  =   1.00019875
 GE1022
 GE1022:                Primary Azimuth Mark                     Grid Az
 GE1022:SPC AR N     -  TIPPY AZ MK                              006 51 15.7
 GE1022:UTM  15      -  TIPPY AZ MK                              006 14 46.0
 GE1022
 GE1022|---------------------------------------------------------------------|
 GE1022| PID    Reference Object                     Distance      Geod. Az  |
 GE1022|                                                           dddmmss.s |
 GE1022| CI5650 TIPPY AZ MK                                        0074244.4 |
 GE1022| CI5651 TIPPY RM 1                           23.267 METERS 04313     |
 GE1022| GE1023 TRAV STA 12                          43.731 METERS 13456     |
 GE1022|---------------------------------------------------------------------|
 GE1022
 GE1022                          SUPERSEDED SURVEY CONTROL
 GE1022
 GE1022  NAD 83(1986)-  36 19 14.15722(N)    090 31 32.04495(W) AD(       ) 3
 GE1022  NAD 27      -  36 19 13.93300(N)    090 31 31.65980(W) AD(       ) 3
 GE1022  NGVD 29 (07/19/86)   87.24   (m)          286.2    (f) LEVELING    3  
 GE1022
 GE1022.Superseded values are not recommended for survey control.
 GE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1022.See file dsdata.txt to determine how the superseded data were derived.
 GE1022
 GE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2212922350(NAD 83)
 GE1022_MARKER: DS = TRIANGULATION STATION DISK
 GE1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1022
 GE1022  HISTORY     - Date     Condition        Report By
 GE1022  HISTORY     - 1955     MONUMENTED       CGS
 GE1022  HISTORY     - 20020916 MARK NOT FOUND   USACE
 GE1022
 GE1022                          STATION DESCRIPTION
 GE1022
 GE1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE1022'THE STATION IS ABOUT 7 MILES SOUTHEAST OF CORNING, 4 MILES
 GE1022'EAST OF KNOBEL AND 3 MILES SOUTHWEST OF TIPPERARY, IN A
 GE1022'TRIANGULAR AREA OF LAND FORMED BY THE JUNCTION OF STATE
 GE1022'HIGHWAYS 90 AND 1 W.  THE MARK IS 99 FEET WEST OF STATE
 GE1022'HIGHWAY 1W, 46 FEET SOUTHWEST OF A POWER LINE POLE AND 5
 GE1022'FEET SOUTHWEST OF A WHITE WITNESS POST.
 GE1022'
 GE1022'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE1022'TIPPY 1955.
 GE1022'
 GE1022'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 GE1022'AND U.S. HIGHWAY 62 IN CORNING, GO EAST ON U.S. HIGHWAY
 GE1022'62 FOR 4.3 MILES TO THE JUNCTION OF STATE HIGHWAY 1W, TURN
 GE1022'RIGHT, FOLLOW STATE HIGHWAY 1W SOUTHERLY FOR 4.9 MILES TO THE
 GE1022'JUNCTION OF STATE HIGHWAY 90 FROM THE CAST (THE AZIMUTH
 GE1022'MARK IS 0.1 MILES EAST OF THIS JUNCTION), CONTINUE SOUTH
 GE1022'FOR 1.0 MILES TO THE STATION.
 GE1022'
 GE1022'REFERENCE MARK 1 IS 52 FEET WEST OF STATE HIGHWAY 1W AND
 GE1022'9 FEET NORTHEAST OF A POWER LINE POLE.  THE MARK PROJECTS
 GE1022'3 INCHES AND THE DISK IS STAMPED TIPPY NO 1 1955.
 GE1022'
 GE1022'TRAV. STA. 12 (USE) IS 45 FEET SOUTH OF A MAIL BOX AND 24
 GE1022'FEET WEST OF THE CENTER OF STATE HIGHWAY 1W.  THE MARK IS
 GE1022'A STANDARD U.S. ENGINEER DEPARTMENT BRONZE DISK SET IN THE
 GE1022'TOP OF AN 8-INCH CONCRETE POST THAT PROJECTS 3 INCHES.  THE
 GE1022'DISK IS STAMPED TRAV STA 12.
 GE1022'
 GE1022'THE AZIMUTH MARK IS 75 FEET EAST OF POWER LINE POLE NO. 263,
 GE1022'60 FEET SOUTH OF STATE HIGHWAY 90, AND 4 FEET SOUTH-SOUTHWEST
 GE1022'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES
 GE1022'AND THE DISK IS STAMPED TIPPY 1955.
 GE1022'
 GE1022'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE1022
 GE1022                          STATION RECOVERY (2002)
 GE1022
 GE1022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1870 ***********************************************************************
 FG1870  DESIGNATION -  TIPTON
 FG1870  PID         -  FG1870
 FG1870  STATE/COUNTY-  AR/JOHNSON
 FG1870  USGS QUAD   -  HARTMAN (1993)
 FG1870
 FG1870                         *CURRENT SURVEY CONTROL
 FG1870  ___________________________________________________________________
 FG1870* NAD 83(1997)-  35 29 34.91652(N)    093 34 51.36149(W)     ADJUSTED  
 FG1870* NAVD 88     -       223.61   (+/-2cm)     733.6    (feet)  VERTCON   
 FG1870  ___________________________________________________________________
 FG1870  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FG1870  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FG1870
 FG1870  HORZ ORDER  -  SECOND
 FG1870  VERT ORDER  -  THIRD ? (See Below)
 FG1870
 FG1870.The horizontal coordinates were established by classical geodetic methods
 FG1870.and adjusted by the National Geodetic Survey in September 1999..
 FG1870
 FG1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1870.The vertical order pertains to the NGVD 29 superseded value.
 FG1870
 FG1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1870
 FG1870.The geoid height was determined by GEOID03.
 FG1870
 FG1870;                    North         East     Units Scale Factor Converg.
 FG1870;SPC AR N     -   129,810.055   256,565.630   MT  0.99993720   -0 55 11.8
 FG1870;SPC AR N     -   425,885.16    841,749.07   sFT  0.99993720   -0 55 11.8
 FG1870;UTM  15      - 3,927,875.806   447,308.472   MT  0.99963421   -0 20 14.3
 FG1870
 FG1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1870!SPC AR N     -   0.99996947  x   0.99993720  =   0.99990667
 FG1870!UTM  15      -   0.99996947  x   0.99963421  =   0.99960369
 FG1870
 FG1870|---------------------------------------------------------------------|
 FG1870| PID    Reference Object                     Distance      Geod. Az  |
 FG1870|                                                           dddmmss.s |
 FG1870| FG1873 TIPTON POINT A                       26.237 METERS 00943     |
 FG1870| CI3419 TIPTON RM 1                          22.504 METERS 00957     |
 FG1870| CI3420 TIPTON RM 2                          23.076 METERS 08956     |
 FG1870| CI3418 TIPTON AZ MK                                       1832717.3 |
 FG1870|---------------------------------------------------------------------|
 FG1870
 FG1870                          SUPERSEDED SURVEY CONTROL
 FG1870
 FG1870  NAD 83(1997)-  35 29 34.92776(N)    093 34 51.36045(W) AD(       ) 2
 FG1870  NAD 83(1986)-  35 29 34.92772(N)    093 34 51.35855(W) AD(       ) 2
 FG1870  NAD 27      -  35 29 34.62600(N)    093 34 50.68200(W) AD(       ) 2
 FG1870  NGVD 29 (07/19/86)  223.57   (m)          733.5    (f) LEVELING    3  
 FG1870
 FG1870.Superseded values are not recommended for survey control.
 FG1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1870.See file dsdata.txt to determine how the superseded data were derived.
 FG1870
 FG1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4730827876(NAD 83)
 FG1870_MARKER: DS = TRIANGULATION STATION DISK
 FG1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1870
 FG1870  HISTORY     - Date     Condition        Report By
 FG1870  HISTORY     - 1940     MONUMENTED       CGS
 FG1870
 FG1870                          STATION DESCRIPTION
 FG1870
 FG1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1870'STATION IS LOCATED ABOUT 6-1/2 MILES WNW OF CLARKSVILLE
 FG1870'AND 4-1/2 MILES NNE OF HARTMAN.  IT IS ON THE PROPERTY OF
 FG1870'MRS. M. TIPTON, ON THE HIGHEST POINT OF A GRADUAL SLOPING
 FG1870'HILL, THE TOP OF WHICH IS IN CULTIVATION.  IT IS 120 FEET SW
 FG1870'OF THE INTERSECTION OF A N-S AND W ROAD, 90 FEET W OF A
 FG1870'N-S ROAD AND 88 FEET S OF AN E-W ROAD.  THE STATION MARK
 FG1870'IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED,
 FG1870'TIPTON 1940.
 FG1870'
 FG1870'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FG1870'BRONZE DISKS SET IN CONCRETE.
 FG1870'
 FG1870'REFERENCE MARK NO.1 IS ABOUT 2 FEET LOWER THAN THE STATION,
 FG1870'2 FEET S OF A FENCE LINE AND 15 FEET S OF AN E-W ROAD.  THE
 FG1870'MARK PROJECTS 6 INCHES AND IS STAMPED, TIPTON NO.1, 1940.
 FG1870'
 FG1870'REFERENCE MARK NO.2 IS ABOUT 1 FOOT LOWER THAN THE STATION,
 FG1870'2 FEET W OF FENCE LINE AND 15 FEET W OF A N-S FENCE LINE.
 FG1870'THE MARK PROJECTS 6 INCHES AND IS STAMPED, TIPTON NO.2,
 FG1870'1940.  THERE IS A WHITE REFERENCE POST 1-1/2 FEET N OF THE
 FG1870'MARK.
 FG1870'
 FG1870'THE AZIMUTH MARK IS 0.3 MILE S OF THE STATION, 3 FEET N OF MRS.
 FG1870'M. TIPTONS RESIDENCE.  THE MARK PROJECTS 6 INCHES AND IS
 FG1870'STAMPED, TIPTON 1940.  THERE IS A WHITE REFERENCE POST 2
 FG1870'FEET S OF THE MARK.
 FG1870'
 FG1870'TO REACH THE STATION FROM CLARKSVILLE, START AT THE RAILROAD
 FG1870'DEPOT ON U.S. HIGHWAY 64.  GO W ON U.S. HIGHWAY 64 FOR 2.0
 FG1870'MILES TO WHERE U.S. HIGHWAY 64 TURNS LEFT, SW, AND A GRADED
 FG1870'ROAD CONTINUES STRAIGHT AHEAD, W.  GO W FOR 3.0 MILES TO
 FG1870'THE UNION CITY MERCANTILE STORE AND THE N SIDE OF THE ROAD.
 FG1870'CONTINUE W FOR 1.0 MILE TO A ROAD LEADING N AT A SMALL STORE
 FG1870'ON THE N SIDE OF THE ROAD.  TURN RIGHT (N) AND GO 0.7 MILE
 FG1870'TO MRS. M. TIPTONS RESIDENCE ON THE W SIDE OF THE ROAD.
 FG1870'THE AZIMUTH MARK IS 3 FEET N OF THE HOUSE.  CONTINUE N FOR
 FG1870'0.3 MILE TO A T-ROAD AND STATION ON W SIDE OF N-S ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0376 ***********************************************************************
 GF0376  DESIGNATION -  TMB 339
 GF0376  PID         -  GF0376
 GF0376  STATE/COUNTY-  AR/NEWTON
 GF0376  USGS QUAD   -  HASTY (1967)
 GF0376
 GF0376                         *CURRENT SURVEY CONTROL
 GF0376  ___________________________________________________________________
 GF0376* NAD 83(1986)-  36 04 00.     (N)    093 00 17.     (W)     SCALED    
 GF0376* NAVD 88     -       281.326  (meters)     922.98   (feet)  ADJUSTED  
 GF0376  ___________________________________________________________________
 GF0376  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GF0376  DYNAMIC HT  -         281.072 (meters)     922.15  (feet)  COMP
 GF0376  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GF0376
 GF0376  VERT ORDER  -  SECOND    CLASS 0
 GF0376
 GF0376.The horizontal coordinates were scaled from a topographic map and have
 GF0376.an estimated accuracy of +/- 6 seconds.
 GF0376
 GF0376.The orthometric height was determined by differential leveling
 GF0376.and adjusted by the National Geodetic Survey in June 1991..
 GF0376
 GF0376.The geoid height was determined by GEOID03.
 GF0376
 GF0376.The dynamic height is computed by dividing the NAVD 88
 GF0376.geopotential number by the normal gravity value computed on the
 GF0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0376.degrees latitude (g = 980.6199 gals.).
 GF0376
 GF0376.The modeled gravity was interpolated from observed gravity values.
 GF0376
 GF0376;                    North         East    Units  Estimated Accuracy
 GF0376;SPC AR N     -   192,760.      309,490.      MT  (+/- 180 meters Scaled)
 GF0376
 GF0376                          SUPERSEDED SURVEY CONTROL
 GF0376
 GF0376  NGVD 29 (??/??/92)  281.20   (m)          922.6    (f) COMPUTED    2 0
 GF0376
 GF0376.Superseded values are not recommended for survey control.
 GF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0376.See file dsdata.txt to determine how the superseded data were derived.
 GF0376
 GF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV995913(NAD 83)
 GF0376_MARKER: S = SPIKE
 GF0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0376_SP_SET: OAK TREE
 GF0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0376
 GF0376  HISTORY     - Date     Condition        Report By
 GF0376  HISTORY     - UNK      MONUMENTED       CGS
 GF0376  HISTORY     - 1935     GOOD             NGS
 GF0376
 GF0376                          STATION DESCRIPTION
 GF0376
 GF0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0376'AT YARDELLE.
 GF0376'AT YARDELLE, NEWTON COUNTY, AT THE NORTH END OF A BRIDGE OVER
 GF0376'DAVIS CREEK, 168 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 GF0376'103, 36 FEET SOUTH OF THE CENTERLINE OF THE JASPER ROAD, IN THE
 GF0376'BASE OF AN 18-INCH OAK TREE AND 152 FEET SOUTHWEST OF BENCH MARK
 GF0376'G 130.  AN 80-PENNY SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1258 ***********************************************************************
 DL1258  DESIGNATION -  TOLEDO
 DL1258  PID         -  DL1258
 DL1258  STATE/COUNTY-  AR/CLEVELAND
 DL1258  USGS QUAD   -  RISON (1982)
 DL1258
 DL1258                         *CURRENT SURVEY CONTROL
 DL1258  ___________________________________________________________________
 DL1258* NAD 83(1997)-  33 55 34.32609(N)    092 09 32.43354(W)     ADJUSTED  
 DL1258* NAVD 88     -        83.84   (+/-2cm)     275.1    (feet)  VERTCON   
 DL1258  ___________________________________________________________________
 DL1258  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DL1258  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DL1258
 DL1258  HORZ ORDER  -  SECOND
 DL1258  VERT ORDER  -  THIRD ? (See Below)
 DL1258
 DL1258.The horizontal coordinates were established by classical geodetic methods
 DL1258.and adjusted by the National Geodetic Survey in September 1999..
 DL1258
 DL1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1258.The vertical order pertains to the NGVD 29 superseded value.
 DL1258
 DL1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1258
 DL1258.The geoid height was determined by GEOID03.
 DL1258
 DL1258;                    North         East     Units Scale Factor Converg.
 DL1258;SPC AR S     -   539,709.034   385,298.445   MT  0.99992024   -0 05 20.4
 DL1258;SPC AR S     - 1,770,695.39  1,264,099.98   sFT  0.99992024   -0 05 20.4
 DL1258;UTM  15      - 3,754,291.827   577,731.825   MT  0.99967448   +0 28 09.8
 DL1258
 DL1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1258!SPC AR S     -   0.99999091  x   0.99992024  =   0.99991115
 DL1258!UTM  15      -   0.99999091  x   0.99967448  =   0.99966539
 DL1258
 DL1258|---------------------------------------------------------------------|
 DL1258| PID    Reference Object                     Distance      Geod. Az  |
 DL1258|                                                           dddmmss.s |
 DL1258| CY6631 TOLEDO RM 1                          25.704 METERS 02906     |
 DL1258| CY6632 TOLEDO RM 2                          26.073 METERS 12807     |
 DL1258| CY6630 TOLEDO AZ MK                                       1575606.6 |
 DL1258| DL1260 RISON CO COURTHOUSE CLOCKTOWER      APPROX. 4.5 KM 3212941.7 |
 DL1258| DL1261 RISON MUNICIPAL TANK                APPROX. 4.5 KM 3214742.9 |
 DL1258|---------------------------------------------------------------------|
 DL1258
 DL1258                          SUPERSEDED SURVEY CONTROL
 DL1258
 DL1258  NAD 83(1986)-  33 55 34.33607(N)    092 09 32.42650(W) AD(       ) 2
 DL1258  NAD 27      -  33 55 33.96952(N)    092 09 31.90666(W) AD(       ) 2
 DL1258  NGVD 29 (07/19/86)   83.91   (m)          275.3    (f) LEVELING    3  
 DL1258
 DL1258.Superseded values are not recommended for survey control.
 DL1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1258.See file dsdata.txt to determine how the superseded data were derived.
 DL1258
 DL1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7773254292(NAD 83)
 DL1258_MARKER: DS = TRIANGULATION STATION DISK
 DL1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1258_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1258
 DL1258  HISTORY     - Date     Condition        Report By
 DL1258  HISTORY     - 1964     MONUMENTED       CGS
 DL1258  HISTORY     - 1969     GOOD             USGS
 DL1258
 DL1258                          STATION DESCRIPTION
 DL1258
 DL1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1258'ABOUT 3 MILES SOUTHEAST OF RISON, IN THE SOUTHEAST 1/4 OF SEC.
 DL1258'17, T-9-S, R-10-W, IN THE SMALL SETTLEMENT OF TOLEDO, AND ON THE
 DL1258'PROPERTY OF MR. S. LINDSEY.  IT IS 64 FEET SOUTHWEST OF A POWER
 DL1258'POLE, 145 FEET WEST OF THE NORTHWEST CORNER OF A FRAME STORE
 DL1258'BUILDING, 39 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DL1258'35, AND 24 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 DL1258'DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED TOLEDO
 DL1258'1964.
 DL1258'
 DL1258'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 DL1258'SQUARE IN RISON, GO SOUTHEAST ON STATE HIGHWAY 35 FOR 2.3 MILES
 DL1258'TO THE JUNCTION OF STATE HIGHWAY 114.  CONTINUE SOUTHEAST ON
 DL1258'HIGHWAY 35 FOR 0.7 MILES TO THE STATION ON THE LEFT.
 DL1258'
 DL1258'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST ON
 DL1258'HIGHWAY 35 FOR 0.4 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT AND THE
 DL1258'AZIMUTH MARK AS DESCRIBED.
 DL1258'
 DL1258'REFERENCE MARK 1 IS 44 FEET SOUTH OF A FENCE CORNER, 23 FEET SOUTH
 DL1258'OF THE CENTERLINE OF A DRIVEWAY, AND 21 FEET NORTHEAST OF A POWER
 DL1258'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED TOLEDO NO 1
 DL1258'1964.
 DL1258'
 DL1258'REFERENCE MARK 2 IS 62 FEET WEST OF THE NORTHWEST CORNER OF THE
 DL1258'BUILDING, 46 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 DL1258'41 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED DRIVEWAY.  THE
 DL1258'MONUMENT IS FLUSH AND THE DISK IS STAMPED TOLEDO NO 2 1964.
 DL1258'
 DL1258'THE AZIMUTH MARK IS 137 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DL1258'DRIVEWAY, 72 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 44
 DL1258'FEET SOUTHEAST OF A 40 INCH OAK TREE, 1 FOOT NORTH OF A WIRE FENCE,
 DL1258'1 FOOT NORTHWEST OF A WITNESS POST, AND ON THE PROPERTY OF MR.
 DL1258'DON ASHCRAFT.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 DL1258'STAMPED TOLEDO 1964.
 DL1258'
 DL1258'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1258
 DL1258                          STATION RECOVERY (1969)
 DL1258
 DL1258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1258'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED AND OLD
 DL1258'DESCRIPTION IS ADQUATE.
 DL1258'
 DL1258'DISTANCES AND DIRECTIONS TO SURFACE MARKS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3029 ***********************************************************************
 EH3029  DESIGNATION -  TOM
 EH3029  PID         -  EH3029
 EH3029  STATE/COUNTY-  AR/JEFFERSON
 EH3029  USGS QUAD   -  GETHSEMANE (1971)
 EH3029
 EH3029                         *CURRENT SURVEY CONTROL
 EH3029  ___________________________________________________________________
 EH3029* NAD 83(1997)-  34 29 08.82265(N)    091 51 57.22499(W)     ADJUSTED  
 EH3029* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 EH3029  ___________________________________________________________________
 EH3029  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 EH3029  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EH3029
 EH3029  HORZ ORDER  -  SECOND
 EH3029
 EH3029.The horizontal coordinates were established by classical geodetic methods
 EH3029.and adjusted by the National Geodetic Survey in September 1999..
 EH3029
 EH3029.The orthometric height was scaled from a topographic map.
 EH3029
 EH3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3029
 EH3029.The geoid height was determined by GEOID03.
 EH3029
 EH3029;                    North         East     Units Scale Factor Converg.
 EH3029;SPC AR S     -   601,773.446   412,317.588   MT  0.99994941   +0 04 30.2
 EH3029;SPC AR S     - 1,974,318.38  1,352,745.29   sFT  0.99994941   +0 04 30.2
 EH3029;UTM  15      - 3,816,604.467   604,134.574   MT  0.99973366   +0 38 31.9
 EH3029
 EH3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3029!SPC AR S     -   0.99999377  x   0.99994941  =   0.99994318
 EH3029!UTM  15      -   0.99999377  x   0.99973366  =   0.99972743
 EH3029
 EH3029|---------------------------------------------------------------------|
 EH3029| PID    Reference Object                     Distance      Geod. Az  |
 EH3029|                                                           dddmmss.s |
 EH3029| CY6633 TOM RM 1                             37.911 METERS 01341     |
 EH3029| CY6634 TOM RM 2                             29.392 METERS 17759     |
 EH3029| EH3073 COY MUNICIPAL TANK                  APPROX. 6.2 KM 3512529.5 |
 EH3029|---------------------------------------------------------------------|
 EH3029
 EH3029                          SUPERSEDED SURVEY CONTROL
 EH3029
 EH3029  NAD 83(1986)-  34 29 08.82948(N)    091 51 57.21808(W) AD(       ) 2
 EH3029  NAD 27      -  34 29 08.48486(N)    091 51 56.72776(W) AD(       ) 2
 EH3029
 EH3029.Superseded values are not recommended for survey control.
 EH3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3029.See file dsdata.txt to determine how the superseded data were derived.
 EH3029
 EH3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0413516604(NAD 83)
 EH3029_MARKER: DS = TRIANGULATION STATION DISK
 EH3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3029_STAMPING: TOM 1965
 EH3029_MARK LOGO: CGS   
 EH3029_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3029+STABILITY: SURFACE MOTION
 EH3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3029+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2001
 EH3029
 EH3029  HISTORY     - Date     Condition        Report By
 EH3029  HISTORY     - 1965     MONUMENTED       CGS
 EH3029  HISTORY     - 20010612 GOOD             NGS
 EH3029  HISTORY     - 20010712 GOOD             NGS
 EH3029
 EH3029                          STATION DESCRIPTION
 EH3029
 EH3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3029'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF HUMNOKE, 4
 EH3029'MILES SOUTH OF COY, 106 FEET SOUTH OF THE LONOKE-JEFFERSON
 EH3029'COUNTY LINE AND ON THE PROPERTY OF MRS. MARY ELAZIBETH MASSEY.
 EH3029'
 EH3029'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 130 IN THE
 EH3029'NORTH EDGE OF COY, GO SOUTH ON STATE HIGHWAY 31 FOR 4.35
 EH3029'MILES TO CROSSROADS AT THE LONOKE-JEFFERSON COUNTY LINE AND
 EH3029'STATION IN THE SOUTHEAST ANGLE OF INTERSECTION.
 EH3029'
 EH3029'STATION MARKS ARE STANDARD DISKS STAMPED TOM 1965. THE SURFACE
 EH3029'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH3029'SURFACE OF THE GROUND. IT IS 106 FEET SOUTH OF THE CENTERLINE OF
 EH3029'EAST-WEST GRAVEL ROAD ON LONOKE-JEFFERSON COUNTY LINE, 75
 EH3029'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 31, AND 66 FEET
 EH3029'SOUTHEAST OF A TELEPHONE POLE. THE UNDERGROUND DISK IS SET
 EH3029'IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE
 EH3029'OF THE GROUND.
 EH3029'
 EH3029'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TOM NO 1 1965,
 EH3029'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 EH3029'IT IS 1 FOOT SOUTH OF A WITNESS POST, 3.5 FEET WEST OF A POWER
 EH3029'LINE POLE, AND 16 FEET NORTH OF THE CENTERLINE OF GRAVEL
 EH3029'ROAD.
 EH3029'
 EH3029'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TOM NO 2 1965, IS
 EH3029'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 EH3029'IT IS 47 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 31 AND 2
 EH3029'FEET NORTH OF A WITNESS POST.
 EH3029'
 EH3029'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EH3029
 EH3029                          STATION RECOVERY (2001)
 EH3029
 EH3029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JL)
 EH3029'RECOVERED IN GOOD CONDITION.
 EH3029
 EH3029                          STATION RECOVERY (2001)
 EH3029
 EH3029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JL)
 EH3029'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1700 ***********************************************************************
 EJ1700  DESIGNATION -  TOM
 EJ1700  PID         -  EJ1700
 EJ1700  STATE/COUNTY-  AR/PULASKI
 EJ1700  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1700
 EJ1700                         *CURRENT SURVEY CONTROL
 EJ1700  ___________________________________________________________________
 EJ1700* NAD 83(1997)-  34 40 56.48208(N)    092 16 06.28999(W)     ADJUSTED  
 EJ1700* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 EJ1700  ___________________________________________________________________
 EJ1700  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 EJ1700  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EJ1700
 EJ1700  HORZ ORDER  -  THIRD
 EJ1700
 EJ1700.The horizontal coordinates were established by classical geodetic methods
 EJ1700.and adjusted by the National Geodetic Survey in September 1999..
 EJ1700.No horizontal observational check was made to the station.
 EJ1700
 EJ1700.The orthometric height was scaled from a topographic map.
 EJ1700
 EJ1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1700
 EJ1700.The geoid height was determined by GEOID03.
 EJ1700
 EJ1700;                    North         East     Units Scale Factor Converg.
 EJ1700;SPC AR S     -   623,603.183   375,403.139   MT  0.99998228   -0 09 00.8
 EJ1700;SPC AR S     - 2,045,938.11  1,231,635.13   sFT  0.99998228   -0 09 00.8
 EJ1700;UTM  15      - 3,838,061.955   567,016.044   MT  0.99965535   +0 24 58.7
 EJ1700
 EJ1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1700!SPC AR S     -   0.99998502  x   0.99998228  =   0.99996730
 EJ1700!UTM  15      -   0.99998502  x   0.99965535  =   0.99964037
 EJ1700
 EJ1700|---------------------------------------------------------------------|
 EJ1700| PID    Reference Object                     Distance      Geod. Az  |
 EJ1700|                                                           dddmmss.s |
 EJ1700| CY6635 TOM RM 1                              8.645 METERS 19912     |
 EJ1700| CY6636 TOM RM 2                             24.418 METERS 32831     |
 EJ1700| EJ1713 LITTLE ROCK CAPITOL DOME            APPROX. 7.4 KM 3450650.1 |
 EJ1700|---------------------------------------------------------------------|
 EJ1700
 EJ1700                          SUPERSEDED SURVEY CONTROL
 EJ1700
 EJ1700  NAD 83(1986)-  34 40 56.49251(N)    092 16 06.27946(W) AD(       ) 3
 EJ1700  NAD 27      -  34 40 56.15418(N)    092 16 05.73558(W) AD(       ) 3
 EJ1700
 EJ1700.Superseded values are not recommended for survey control.
 EJ1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1700.See file dsdata.txt to determine how the superseded data were derived.
 EJ1700
 EJ1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6701638062(NAD 83)
 EJ1700_MARKER: DS = TRIANGULATION STATION DISK
 EJ1700_SETTING: 80 = SET IN A BOULDER
 EJ1700_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1700+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2005
 EJ1700
 EJ1700  HISTORY     - Date     Condition        Report By
 EJ1700  HISTORY     - 1968     MONUMENTED       CGS
 EJ1700  HISTORY     - 1989     GOOD             USPSQD
 EJ1700  HISTORY     - 20051002 GOOD             GEOCAC
 EJ1700
 EJ1700                          STATION DESCRIPTION
 EJ1700
 EJ1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 EJ1700'LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF DOWNTOWN LITTLE ROCK,
 EJ1700'ON THE EAST RANGE OF THE GRANITE MOUNTAIN, ON THE EAST SIDE OF
 EJ1700'U.S. HIGHWAY 167, IN THE SW 1/4 OF SECTION 26, R12W,T1N, ABOUT
 EJ1700'0.65 MILE NORTH OF A CROSSROAD AND INTERCHANGE, JUST NORTH
 EJ1700'OF WHERE THE ROAD PASSES THROUGH A GAP IN THE MOUNTAIN RANGE,
 EJ1700'1.4 MILES SOUTH OF THE SOUTH TERMINAL INTERCHANGE WITH U.S.
 EJ1700'HIGHWAY 30 LEADING SOUTHWEST TO BENTON, 0.95 MILE NORTH WEST
 EJ1700'OF THE FULLER SCHOOL.  IT IS ON A HIGH BANK ON THE EAST SIDE
 EJ1700'OF U.S. HIGHWAY 167, 110 FEET EAST OF THE CENTERLINE OF THE
 EJ1700'NORTH BOUND LANE OF THE HIGHWAY, 46 FEET EAST OF A METAL
 EJ1700'WITNESS POST AT THE EDGE OF THE EMBANKMENT WHICH IS 387 FEET
 EJ1700'NORTH OF A CONCRETE CULVERT UNDER THE HIGHWAY.  IT IS A
 EJ1700'TRIANGULATION STATION DISK STAMPED TOM 1968 SET IN A DRILL
 EJ1700'HOLE IN A BOULDER, FLUSH WITH THE GROUND AND ABOUT 20 FEET
 EJ1700'ABOVE THE LEVEL OF THE HIGHWAY.
 EJ1700'
 EJ1700'REFERENCE MARK NO. 1 IS 28.36 FEET SOUTHWEST OF THE STATION, 31
 EJ1700'FEET EAST-SOUTHEAST OF THE METAL WITNESS POST, 30 FEET EAST OF THE
 EJ1700'EDGE OF THE BANK AND 93 FEET EAST OF THE CENTER OF THE HIGHWAY.
 EJ1700'IT IS A REFERENCE MARK DISK, STAMPED TOM NO 1 1968, SET IN A
 EJ1700'DRILL HOLE IN A BOULDER,FLUSH WITH THE GROUND.
 EJ1700'
 EJ1700'REFERENCE MARK NO. 2 IS 80.11 FEET NW OF THE STATION, 82 FEET
 EJ1700'EAST OF THE CENTER OF THE NORTH BOUND LANE OF THE HIGHWAY,
 EJ1700'19 FEET EAST OF A ROAD BANK AND 90.5 FEET EAST OF A METAL
 EJ1700'POST.  IT IS A REFERENCE MARK DISK STAMPED TOM NO 2 1968 SET IN
 EJ1700'A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.
 EJ1700'
 EJ1700'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION AT THIS DATE.
 EJ1700
 EJ1700                          STATION RECOVERY (1989)
 EJ1700
 EJ1700'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ1700'RECOVERED IN GOOD CONDITION.
 EJ1700
 EJ1700                          STATION RECOVERY (2005)
 EJ1700
 EJ1700'RECOVERY NOTE BY GEOCACHING 2005 (TWD)
 EJ1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1741 ***********************************************************************
 FG1741  DESIGNATION -  TOM
 FG1741  PID         -  FG1741
 FG1741  STATE/COUNTY-  AR/PERRY
 FG1741  USGS QUAD   -  HOUSTON (1990)
 FG1741
 FG1741                         *CURRENT SURVEY CONTROL
 FG1741  ___________________________________________________________________
 FG1741* NAD 83(1997)-  35 03 13.96725(N)    092 40 35.48558(W)     ADJUSTED  
 FG1741* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 FG1741  ___________________________________________________________________
 FG1741  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 FG1741  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FG1741
 FG1741  HORZ ORDER  -  FIRST
 FG1741
 FG1741.The horizontal coordinates were established by classical geodetic methods
 FG1741.and adjusted by the National Geodetic Survey in September 1999..
 FG1741
 FG1741.The orthometric height was scaled from a topographic map.
 FG1741
 FG1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1741
 FG1741.The geoid height was determined by GEOID03.
 FG1741
 FG1741;                    North         East     Units Scale Factor Converg.
 FG1741;SPC AR N     -    80,150.805   338,283.706   MT  0.99997849   -0 23 37.2
 FG1741;SPC AR N     -   262,961.43  1,109,852.46   sFT  0.99997849   -0 23 37.2
 FG1741;SPC AR S     -   664,992.108   338,277.609   MT  1.00007669   -0 22 43.1
 FG1741;SPC AR S     - 2,181,728.27  1,109,832.46   sFT  1.00007669   -0 22 43.1
 FG1741;UTM  15      - 3,879,065.981   529,498.433   MT  0.99961072   +0 11 08.8
 FG1741
 FG1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1741!SPC AR N     -   0.99997007  x   0.99997849  =   0.99994856
 FG1741!SPC AR S     -   0.99997007  x   1.00007669  =   1.00004675
 FG1741!UTM  15      -   0.99997007  x   0.99961072  =   0.99958080
 FG1741
 FG1741|---------------------------------------------------------------------|
 FG1741| PID    Reference Object                     Distance      Geod. Az  |
 FG1741|                                                           dddmmss.s |
 FG1741| CI3425 TOM RM 1                             21.783 METERS 12201     |
 FG1741| CI3426 TOM RM 2                             15.766 METERS 21826     |
 FG1741| CI3424 TOM AZ MK                                          2195938.7 |
 FG1741|---------------------------------------------------------------------|
 FG1741
 FG1741                          SUPERSEDED SURVEY CONTROL
 FG1741
 FG1741  NAD 83(1986)-  35 03 13.98259(N)    092 40 35.47796(W) AD(       ) 1
 FG1741  NAD 27      -  35 03 13.67100(N)    092 40 34.89000(W) AD(       ) 1
 FG1741
 FG1741.Superseded values are not recommended for survey control.
 FG1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1741.See file dsdata.txt to determine how the superseded data were derived.
 FG1741
 FG1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2949879066(NAD 83)
 FG1741_MARKER: DS = TRIANGULATION STATION DISK
 FG1741_SETTING: 0 = UNSPECIFIED SETTING
 FG1741
 FG1741  HISTORY     - Date     Condition        Report By
 FG1741  HISTORY     - 1940     MONUMENTED       CGS
 FG1741
 FG1741                          STATION DESCRIPTION
 FG1741
 FG1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1741'STATION IS LOCATED IN PERRY COUNTY, ABOUT 8.0 MILES SE OF MORRILTON,
 FG1741'ABOUT 2.0 MILES NE OF HOUSTON, ON PROPERTY OWNED BY A MR. VANDILSON
 FG1741'OF PERRYVILLE.  IT IS ON THE TOP OF A TIMBERED HILL LOCALLY KNOWN
 FG1741'AS TOMS MOUNTAIN.
 FG1741'
 FG1741'STATION AND REFERENCE MARKS ARE STANDARD DISKS BRAZED TO THE TOP
 FG1741'OF A 2-INCH IRON PIPE.
 FG1741'
 FG1741'THE STATION IS ON THE HIGHEST POINT OF THE HILL AND IS
 FG1741'STAMPED TOM 1940, AND PROJECTS 8 INCHES.
 FG1741'
 FG1741'REFERENCE MARK NO.1 IS ABOUT 1 METER LOWER THAN THE STATION IN
 FG1741'THE TIMBER, PROJECTS 8 INCHES, AND IS STAMPED TOM NO.1, 1940.
 FG1741'
 FG1741'REFERENCE MARK NO.2 IS ABOUT 1/2 METER LOWER THAN THE STATION IN
 FG1741'THE TIMBER, PROJECTS 8 INCHES, AND IS STAMPED TOM 2, 1940.
 FG1741'
 FG1741'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 FG1741'IS ABOUT 2.0 MILES SW OF THE STATION IN THE TOWN OF
 FG1741'HOUSTON.  IT IS IN THE YARD OF THE HOUSTON HIGH SCHOOL, 29 PACES
 FG1741'NE OF THE NE CORNER OF THE SCHOOL BUILDING, PROJECTS 6 INCHES, AND
 FG1741'IS STAMPED TOM 1940.  THERE IS A WHITE REFERENCE POST 3 FEET N OF
 FG1741'THE MARK.
 FG1741'
 FG1741'TO REACH THE STATION START AT THE JUNCTION OF U.S. HIGHWAY 64
 FG1741'AND STATE HIGHWAY 9 IN MORRILTON, GO S ON STATE HIGHWAY 9 FOR 3.85
 FG1741'MILES TO A GRADED DIRT ROAD LEADING LEFT, (E).  TURN E FOR 1.5
 FG1741'MILES, THEN LEFT 1.7 MILES TO SIGN HOUSTON.  TURN LEFT AND GO
 FG1741'5.05 MILES TO T-ROAD LEADING N IN THE NW PART OF HOUSTON.  TURN
 FG1741'LEFT, (N), JUST S OF AN OLD CHURCH, AND GO 2.3 MILES TO RIGHT
 FG1741'ANGLE IN ROAD TO THE E.  GO STRAIGHT AHEAD, (N), ON TRACK ROAD FOR
 FG1741'0.2 MILE TO THE END OF TRUCK TRAVEL.  PACK W, UPHILL, FOR
 FG1741'APPROXIMATELY 0.5 MILE TO THE TOP OF HILL AND STATION.
 FG1741'
 FG1741'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0705 ***********************************************************************
 GF0705  DESIGNATION -  TOMAHAWK
 GF0705  PID         -  GF0705
 GF0705  STATE/COUNTY-  AR/SEARCY
 GF0705  USGS QUAD   -  MAUMEE (1966)
 GF0705
 GF0705                         *CURRENT SURVEY CONTROL
 GF0705  ___________________________________________________________________
 GF0705* NAD 83(1997)-  36 03 19.34064(N)    092 40 47.65460(W)     ADJUSTED  
 GF0705* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 GF0705  ___________________________________________________________________
 GF0705  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GF0705  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GF0705
 GF0705  HORZ ORDER  -  SECOND
 GF0705
 GF0705.The horizontal coordinates were established by classical geodetic methods
 GF0705.and adjusted by the National Geodetic Survey in September 1999..
 GF0705
 GF0705.The orthometric height was scaled from a topographic map.
 GF0705
 GF0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0705
 GF0705.The geoid height was determined by GEOID03.
 GF0705
 GF0705;                    North         East     Units Scale Factor Converg.
 GF0705;SPC AR N     -   191,260.966   338,742.572   MT  0.99996966   -0 23 44.3
 GF0705;SPC AR N     -   627,495.35  1,111,357.92   sFT  0.99996966   -0 23 44.3
 GF0705;UTM  15      - 3,990,137.488   528,829.352   MT  0.99961024   +0 11 18.2
 GF0705
 GF0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0705!SPC AR N     -   0.99995420  x   0.99996966  =   0.99992386
 GF0705!UTM  15      -   0.99995420  x   0.99961024  =   0.99956446
 GF0705
 GF0705|---------------------------------------------------------------------|
 GF0705| PID    Reference Object                     Distance      Geod. Az  |
 GF0705|                                                           dddmmss.s |
 GF0705| CI3427 TOMAHAWK RM 1                        16.249 METERS 11335     |
 GF0705| CI3428 TOMAHAWK RM 2                        26.750 METERS 17844     |
 GF0705| GF0707 FRECK LOOKOUT TOWER                 APPROX. 9.0 KM 3523654.3 |
 GF0705|---------------------------------------------------------------------|
 GF0705
 GF0705                          SUPERSEDED SURVEY CONTROL
 GF0705
 GF0705  NAD 83(1986)-  36 03 19.35189(N)    092 40 47.65564(W) AD(       ) 2
 GF0705  NAD 27      -  36 03 19.08500(N)    092 40 47.07000(W) AD(       ) 2
 GF0705
 GF0705.Superseded values are not recommended for survey control.
 GF0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0705.See file dsdata.txt to determine how the superseded data were derived.
 GF0705
 GF0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2882990137(NAD 83)
 GF0705_MARKER: DS = TRIANGULATION STATION DISK
 GF0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0705
 GF0705  HISTORY     - Date     Condition        Report By
 GF0705  HISTORY     - 1953     MONUMENTED       CGS
 GF0705
 GF0705                          STATION DESCRIPTION
 GF0705
 GF0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0705'THE STATION IS IN SECTION 4, T 16 N, R 16 W, ABOUT 4-1/4 MILES NORTH
 GF0705'AND 2-1/4 MILES EAST OF GILBERT, 1-1/4 MILES EAST AND 1/4 MILE
 GF0705'SOUTH OF TOMAHAWK, 3/4 MILE SOUTH OF THE MARION-SEARCY COUNTY
 GF0705'LINE, 10 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN UNPAINTED
 GF0705'HOUSE AND 2 FEET SOUTH OF A WIRE FENCE.
 GF0705'
 GF0705'TO REACH THE STATION FROM THE POST OFFICE IN GILBERT, GO
 GF0705'NORTH ON THE MAIN GRAVEL ROAD FOR 2.3 MILES TO A FORK, TAKE
 GF0705'LEFT FORK AND CONTINUE ON MAIN ROAD FOR 1.35 MILES TO A FORK,
 GF0705'TAKE RIGHT FORK AND GO 3.6 MILES TO A REVERSE FORK AND A SMALL
 GF0705'GROCERY STORE ON THE LEFT, BEAR RIGHT AND CONTINUE EAST
 GF0705'ON MAIN ROAD FOR 2.0 MILES TO A REVERSE FORK ON THE RIGHT,
 GF0705'TURN SHARP RIGHT AND GO 200 FEET TO UNPAINTED HOUSE AND THE
 GF0705'STATION ON THE RIGHT.
 GF0705'
 GF0705'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GF0705'TOMAHAWK 1953.
 GF0705'
 GF0705'REFERENCE MARK 1 IS 15 FEET WEST OF THE CENTER OF THE GRAVEL
 GF0705'ROAD, 9 FEET SOUTH OF A T-FENCE CORNER AND 1 FOOT WEST OF A WIRE
 GF0705'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0705'TOMAHAWK NO 1 1953.
 GF0705'
 GF0705'REFERENCE MARK 2 IS 23 FEET SOUTH OF THE CENTER OF A WIRE GATE,
 GF0705'17 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT WEST OF
 GF0705'A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 GF0705'STAMPED TOMAHAWK NO 2 1953.
 GF0705'
 GF0705'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK AT
 GF0705'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1726 ***********************************************************************
 FG1726  DESIGNATION -  TOP
 FG1726  PID         -  FG1726
 FG1726  STATE/COUNTY-  AR/VAN BUREN
 FG1726  USGS QUAD   -  BEE BRANCH (1991)
 FG1726
 FG1726                         *CURRENT SURVEY CONTROL
 FG1726  ___________________________________________________________________
 FG1726* NAD 83(1997)-  35 28 11.78118(N)    092 24 54.46931(W)     ADJUSTED  
 FG1726* NAVD 88     -       346.87   (+/-2cm)    1138.0    (feet)  VERTCON   
 FG1726  ___________________________________________________________________
 FG1726  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 FG1726  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG1726
 FG1726  HORZ ORDER  -  SECOND
 FG1726  VERT ORDER  -  THIRD ? (See Below)
 FG1726
 FG1726.The horizontal coordinates were established by classical geodetic methods
 FG1726.and adjusted by the National Geodetic Survey in September 1999..
 FG1726
 FG1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1726.The vertical order pertains to the NGVD 29 superseded value.
 FG1726
 FG1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1726
 FG1726.The geoid height was determined by GEOID03.
 FG1726
 FG1726;                    North         East     Units Scale Factor Converg.
 FG1726;SPC AR N     -   126,175.947   362,323.898   MT  0.99993791   -0 14 29.6
 FG1726;SPC AR N     -   413,962.25  1,188,724.32   sFT  0.99993791   -0 14 29.6
 FG1726;UTM  15      - 3,925,316.724   553,063.699   MT  0.99963470   +0 20 21.8
 FG1726
 FG1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1726!SPC AR N     -   0.99994994  x   0.99993791  =   0.99988785
 FG1726!UTM  15      -   0.99994994  x   0.99963470  =   0.99958465
 FG1726
 FG1726|---------------------------------------------------------------------|
 FG1726| PID    Reference Object                     Distance      Geod. Az  |
 FG1726|                                                           dddmmss.s |
 FG1726| FG1727 TOP 2                                10.035 METERS 06059     |
 FG1726| CI3430 TOP RM 1                             21.976 METERS 14837     |
 FG1726| CI3431 TOP RM 2                             20.176 METERS 31227     |
 FG1726| CI3429 TOP AZ MK                                          3202808.2 |
 FG1726| CI3432 TOP 2 AZ MK                                        3214517.4 |
 FG1726|---------------------------------------------------------------------|
 FG1726
 FG1726                          SUPERSEDED SURVEY CONTROL
 FG1726
 FG1726  NAD 83(1986)-  35 28 11.79509(N)    092 24 54.46801(W) AD(       ) 2
 FG1726  NAD 27      -  35 28 11.51700(N)    092 24 53.90800(W) AD(       ) 2
 FG1726  NGVD 29 (07/19/86)  346.81   (m)         1137.8    (f) LEVELING    3  
 FG1726
 FG1726.Superseded values are not recommended for survey control.
 FG1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1726.See file dsdata.txt to determine how the superseded data were derived.
 FG1726
 FG1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5306425317(NAD 83)
 FG1726_MARKER: DS = TRIANGULATION STATION DISK
 FG1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1726
 FG1726  HISTORY     - Date     Condition        Report By
 FG1726  HISTORY     - 1954     MONUMENTED       CGS
 FG1726  HISTORY     - 1962     GOOD             CGS
 FG1726  HISTORY     - 1967     GOOD             CGS
 FG1726
 FG1726                          STATION DESCRIPTION
 FG1726
 FG1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1726'THE STATION IS ABOUT 2 MILES NORTH OF BEE BRANCH, IN THE SOUTHEAST
 FG1726'1/4 OF SEC. 30, T 10 N, R 13 W, AND ON PROPERTY OWNED BY
 FG1726'H. L. KNARD.  IT IS 52 FEET WEST OF THE WEST CORNER OF THE KNARD
 FG1726'FARMHOUSE, 46 FEET NORTHEAST OF THE CENTER OF U. S. HIGHWAY 65
 FG1726'AND 12 FEET EAST OF A FENCE CORNER AND A 4 X 4 INCH WHITE
 FG1726'WITNESS POST.
 FG1726'
 FG1726'TO REACH THE STATION FROM THE POST OFFICE IN BEE BRANCH, GO
 FG1726'NORTHERLY ON HIGHWAY 65 FOR 1.9 MILES TO THE STATION ON THE
 FG1726'RIGHT, CONTINUE NORTHERLY 0.25 MILE TO THE AZIMUTH MARK ON
 FG1726'THE RIGHT.
 FG1726'
 FG1726'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FG1726'STAMPED TOP 1954.
 FG1726'
 FG1726'REFERENCE MARK 1 IS 36 FEET NORTHEAST OF THE CENTER OF THE
 FG1726'HIGHWAY AND 2 FEET WEST OF A POWERLINE POLE.  THE MARK IS
 FG1726'FLUSH WITH THE GROUND AND THE DISK IS STAMPED TOP NO 1 1954.
 FG1726'
 FG1726'REFERENCE MARK 2 IS 37 FEET NORTHEAST OF THE CENTER OF THE
 FG1726'HIGHWAY AND 1 FOOT NORTHEAST OF A FENCE.  THE MARK IS FLUSH
 FG1726'WITH THE GROUND AND THE DISK IS STAMPED TOP NO 2 1954.
 FG1726'
 FG1726'THE AZIMUTH MARK IS 39 FEET NORTHEAST OF THE CENTER OF THE
 FG1726'HIGHWAY, 6 FEET EAST OF A FENCE CORNER AND 2 FEET SOUTHWEST OF
 FG1726'A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES
 FG1726'AND THE DISK IS STAMPED TOP 1954.
 FG1726'
 FG1726'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1726
 FG1726                          STATION RECOVERY (1962)
 FG1726
 FG1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FG1726'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 FG1726'DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  THE
 FG1726'DIRECTION TO THE AZIMUTH MARK MISSED THE 1954 DIRECTION BY
 FG1726'6.6 SECONDS.  THE DESCRIPTION IS ENTIRELY ADEQUATE.
 FG1726'
 FG1726'A METAL WITNESS POST WAS SET 3.5 FEET WEST OF THE STATION.
 FG1726'
 FG1726'A METAL WITNESS POST WAS SET 1 FOOT NORTHWEST OF THE AZIMUTH
 FG1726'MARK.
 FG1726'
 FG1726'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FG1726
 FG1726                          STATION RECOVERY (1967)
 FG1726
 FG1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1726'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 FG1726'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN
 FG1726'DESTROYED.
 FG1726'
 FG1726'DUE TO CONSTRUCTION OF U.S. HIGHWAY 65 THE MARKS WERE DESTROYED
 FG1726'AFTER TOP 2 WAS ESTABLISHED.
 FG1726'
 FG1726'FOR FUTHER DETAILS SEE DESCRIPTION TOP 2 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1727 ***********************************************************************
 FG1727  DESIGNATION -  TOP 2
 FG1727  PID         -  FG1727
 FG1727  STATE/COUNTY-  AR/VAN BUREN
 FG1727  USGS QUAD   -  BEE BRANCH (1991)
 FG1727
 FG1727                         *CURRENT SURVEY CONTROL
 FG1727  ___________________________________________________________________
 FG1727* NAD 83(1997)-  35 28 11.93909(N)    092 24 54.12123(W)     ADJUSTED  
 FG1727* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 FG1727  ___________________________________________________________________
 FG1727  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 FG1727  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG1727
 FG1727  HORZ ORDER  -  THIRD
 FG1727
 FG1727.The horizontal coordinates were established by classical geodetic methods
 FG1727.and adjusted by the National Geodetic Survey in September 1999..
 FG1727.No horizontal observational check was made to the station.
 FG1727
 FG1727.The orthometric height was scaled from a topographic map.
 FG1727
 FG1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1727
 FG1727.The geoid height was determined by GEOID03.
 FG1727
 FG1727;                    North         East     Units Scale Factor Converg.
 FG1727;SPC AR N     -   126,180.777   362,332.694   MT  0.99993791   -0 14 29.4
 FG1727;SPC AR N     -   413,978.10  1,188,753.18   sFT  0.99993791   -0 14 29.4
 FG1727;UTM  15      - 3,925,321.641   553,072.443   MT  0.99963471   +0 20 22.0
 FG1727
 FG1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1727!SPC AR N     -   0.99994991  x   0.99993791  =   0.99988782
 FG1727!UTM  15      -   0.99994991  x   0.99963471  =   0.99958463
 FG1727
 FG1727|---------------------------------------------------------------------|
 FG1727| PID    Reference Object                     Distance      Geod. Az  |
 FG1727|                                                           dddmmss.s |
 FG1727| CI3433 TOP 2 RM 3                           10.877 METERS 05901     |
 FG1727| FG1726 TOP                                  10.035 METERS 24059     |
 FG1727| CI3434 TOP 2 RM 4                           10.934 METERS 30344     |
 FG1727| CI3429 TOP AZ MK                                          3191134.7 |
 FG1727| CI3432 TOP 2 AZ MK                                        3202814.9 |
 FG1727|---------------------------------------------------------------------|
 FG1727
 FG1727                          SUPERSEDED SURVEY CONTROL
 FG1727
 FG1727  NAD 83(1986)-  35 28 11.95300(N)    092 24 54.11993(W) AD(       ) 3
 FG1727  NAD 27      -  35 28 11.67493(N)    092 24 53.55993(W) AD(       ) 3
 FG1727
 FG1727.Superseded values are not recommended for survey control.
 FG1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1727.See file dsdata.txt to determine how the superseded data were derived.
 FG1727
 FG1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5307225322(NAD 83)
 FG1727_MARKER: DS = TRIANGULATION STATION DISK
 FG1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1727_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1727
 FG1727  HISTORY     - Date     Condition        Report By
 FG1727  HISTORY     - 1967     MONUMENTED       CGS
 FG1727
 FG1727                          STATION DESCRIPTION
 FG1727
 FG1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1727'STATION IS LOCATED ABOUT 10 MILES SOUTH OF CLINTON, 2 MILES NORTHWEST
 FG1727'OF BEE BRANCH AND IN THE SOUTHEAST 1/4 OF SEC. 30, T 10 N, R. 13 W.
 FG1727'
 FG1727'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 65 AND STATE HIGHWAY 92
 FG1727'IN BEE BRANCH, GO NORTHERLY ON U. S. HIGHWAY 65 FOR 1.8 MILES TO THE
 FG1727'TOP OF MOUNTAIN AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 FG1727'MARK FROM THE STATION, GO NORTHERLY ON THE HIGHWAY FOR 0.25 MILE TO
 FG1727'A GROCERY STORE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 FG1727'
 FG1727'STATION MARK IS A STANDARD DISK, STAMPED TOP 2 1967, SET IN THE TOP
 FG1727'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 79
 FG1727'FEET NORTHEAST OF THE CENTER OF U. S. HIGHWAY 65, 30 FEET NORTHWEST
 FG1727'OF THE NORTHWEST CORNER OF AN OLD HOUSE, 19 FEET WEST-NORTHWEST OF A
 FG1727'30 INCH OAK TREE AND 1.5 FEET EAST-NORTHEAST OF A METAL WITNESS
 FG1727'POST.
 FG1727'
 FG1727'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED TOP 2 NO 3 1967, SET IN
 FG1727'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 FG1727'IS 114 FEET NORTH OF THE CENTER OF THE HIGHWAY, 25 FEET
 FG1727'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE OLD HOUSE AND 1
 FG1727'FOOT WEST OF A METAL WITNESS POST.
 FG1727'
 FG1727'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED TOP 2 NO 4 1967, SET IN
 FG1727'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 FG1727'IS 86 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 68 FEET
 FG1727'NORTHEAST OF THE CENTER OF THE HIGHWAY, 51 FEET NORTHWEST OF THE
 FG1727'TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 FG1727'
 FG1727'AZIMUTH MARK IS A STANDARD DISK, STAMPED TOP 2 AZI 2 1967, SET IN THE
 FG1727'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS
 FG1727'69 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 34 FEET EAST OF A
 FG1727'FENCE CORNER, 21 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 3 FEET
 FG1727'SOUTH OF A FENCE AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 FG1727'
 FG1727'TOP 2 TO RM 3 = -0.0415 FEET.
 FG1727'
 FG1727'TOP 2 TO RM 4 = -0.6555 FEET.
 FG1727'
 FG1727'TOP 1954 TO TOP 2 = +1.4815 FEET.
 FG1727'
 FG1727'AZIMUTH 1954 TO AZIMUTH 2 = +1.2445 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1947 ***********************************************************************
 EJ1947  DESIGNATION -  TRAP RESET
 EJ1947  PID         -  EJ1947
 EJ1947  STATE/COUNTY-  AR/GARLAND
 EJ1947  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1947
 EJ1947                         *CURRENT SURVEY CONTROL
 EJ1947  ___________________________________________________________________
 EJ1947* NAD 83(1997)-  34 24 13.40007(N)    093 07 15.51733(W)     ADJUSTED  
 EJ1947* NAVD 88     -       403.1    (meters)    1323.     (feet)  VERTCON   
 EJ1947  ___________________________________________________________________
 EJ1947  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 EJ1947  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EJ1947
 EJ1947  HORZ ORDER  -  FIRST
 EJ1947
 EJ1947.The horizontal coordinates were established by classical geodetic methods
 EJ1947.and adjusted by the National Geodetic Survey in September 1999..
 EJ1947
 EJ1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1947
 EJ1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1947
 EJ1947.The geoid height was determined by GEOID03.
 EJ1947
 EJ1947;                    North         East     Units Scale Factor Converg.
 EJ1947;SPC AR S     -   593,227.003   296,939.610   MT  0.99993918   -0 37 38.6
 EJ1947;SPC AR S     - 1,946,278.93    974,209.37   sFT  0.99993918   -0 37 38.6
 EJ1947;UTM  15      - 3,806,928.006   488,881.160   MT  0.99960152   -0 04 06.1
 EJ1947
 EJ1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1947!SPC AR S     -   0.99994100  x   0.99993918  =   0.99988018
 EJ1947!UTM  15      -   0.99994100  x   0.99960152  =   0.99954254
 EJ1947
 EJ1947:                Primary Azimuth Mark                     Grid Az
 EJ1947:SPC AR S     -  WEST MTN AIRWAY WARNING LT 3             006 02 01.6
 EJ1947:UTM  15      -  WEST MTN AIRWAY WARNING LT 3             005 28 29.1
 EJ1947
 EJ1947|---------------------------------------------------------------------|
 EJ1947| PID    Reference Object                     Distance      Geod. Az  |
 EJ1947|                                                           dddmmss.s |
 EJ1947| EJ1921 WEST MTN AIRWAY WARNING LT 3        APPROX.10.8 KM 0052423.0 |
 EJ1947| EJ1924 WEST MTN AIRWAY WARNING LT 2        APPROX.11.3 KM 0074907.8 |
 EJ1947| CX6400 TRAP AZ MK RESET                                   0661356.3 |
 EJ1947| EJ1961 PLEASANT                            APPROX. 6.6 KM 2103223.2 |
 EJ1947| CX6398 TRAP RM 1                            12.627 METERS 21056     |
 EJ1947| CX6397 TRAP AZ MK                                         3113926.4 |
 EJ1947| CX6399 TRAP RM 2                            23.564 METERS 32617     |
 EJ1947|---------------------------------------------------------------------|
 EJ1947
 EJ1947                          SUPERSEDED SURVEY CONTROL
 EJ1947
 EJ1947  NAD 83(1986)-  34 24 13.41037(N)    093 07 15.50908(W) AD(       ) 1
 EJ1947  NAD 27      -  34 24 13.09471(N)    093 07 14.85975(W) AD(       ) 1
 EJ1947  NGVD 29 (07/19/86)  403.1    (m)         1323.     (f) VERT ANG       
 EJ1947
 EJ1947.Superseded values are not recommended for survey control.
 EJ1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1947.See file dsdata.txt to determine how the superseded data were derived.
 EJ1947
 EJ1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8888106928(NAD 83)
 EJ1947_MARKER: DS = TRIANGULATION STATION DISK
 EJ1947_SETTING: 80 = SET IN A BOULDER
 EJ1947_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EJ1947
 EJ1947  HISTORY     - Date     Condition        Report By
 EJ1947  HISTORY     - 1956     MONUMENTED       CGS
 EJ1947  HISTORY     - 1956     GOOD             CGS
 EJ1947
 EJ1947                          STATION DESCRIPTION
 EJ1947
 EJ1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1947'THE STATION MARK WAS RECOVERED.  IT WAS BADLY DEFACED BUT
 EJ1947'APPARENTLY UNMOVED.  THE REFERENCE MARKS HAD BEEN DESTROYED
 EJ1947'BY GRADING.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 EJ1947'A LOOKOUT TOWER HAS BEEN ERECTED AT THE STATION SITE.  THE
 EJ1947'STATION IS IN THE APPROXIMATE CENTER OF THE CONCRETE BASE
 EJ1947'WHICH SUPPORTS THE TOWER.  A HOLE WAS LEFT WHICH GAVE ACCESS TO
 EJ1947'THE MARK.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE OLD
 EJ1947'MARK.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE LEGS OF THE TOWER
 EJ1947'WERE USED AS REFERENCE MARKS.  THE OLD DIRECTIONS FOR REACHING
 EJ1947'THE STATION ARE NOW OBSOLETE AS A ROAD HAS BEEN BUILT TO THE TOP OF
 EJ1947'THE MOUNTAIN.  A NEW DESCRIPTION FOLLOWS--
 EJ1947'
 EJ1947'THE STATION IS LOCATED ON THE SUMMIT OF BALD PEAK OF TRAP
 EJ1947'MOUNTAIN, ABOUT 9 MILES SOUTH-SOUTHWEST OF HOT SPRINGS, AND ABOUT
 EJ1947'1/2 MILE WEST OF STATE HIGHWAY 7.
 EJ1947'
 EJ1947'TO REACH FROM THE JUNCTION OF THE TRUCK ROUTES OF U.S. HIGHWAYS
 EJ1947'70 AND 270 WITH STATE HIGHWAY 7 IN THE SOUTH EDGE OF HOT SPRINGS,
 EJ1947'GO SOUTH ON HIGHWAY 7 FOR 1.5 MILES TO THE JUNCTION WITH STATE
 EJ1947'HIGHWAY 88.  KEEP LEFT (SOUTH) ON HIGHWAY 7 AND GO 8.0 MILES TO
 EJ1947'CLARIDAS ART SHOP ON THE RIGHT (HERE OBTAIN KEY FOR LOCKED GATE).
 EJ1947'CONTINUE SOUTH ON THE HIGHWAY FOR 0.1 MILE TO A GRADED SIDE ROAD
 EJ1947'RIGHT AT LOCKED GATE.  PASS THROUGH GATE AND GO WESTERLY ON
 EJ1947'GRADED ROAD FOR 1.6 MILES TO AZIMUTH MARK ON RIGHT AT LOWEST
 EJ1947'POINT OF A SADDLE.  CONTINUE STRAIGHT AHEAD (SOUTHWEST) ON THE
 EJ1947'ROAD FOR 0.15 MILE TO STATION AND LOOKOUT TOWER ON HIGHEST POINT
 EJ1947'OF THE PEAK.
 EJ1947'
 EJ1947'THE STATION MARK, STAMPED TRAP 1940 1956, IS A STANDARD BRONZE
 EJ1947'DISK SET FLUSH IN THE TOP OF THE CONCRETE FOUNDATION OF THE
 EJ1947'LOOKOUT TOWER WHICH PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE
 EJ1947'OF THE GROUND.
 EJ1947'
 EJ1947'THE AZIMUTH MARK, STAMPED TRAP 1940 RESET 1956 IS A STANDARD
 EJ1947'BRONZE DISK SET IN A CONCRETE CYLINDER WHICH PROJECTS 1 INCH.
 EJ1947'IT IS 29 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 4 FEET
 EJ1947'NORTH OF A WHITE WITNESS POST.
 EJ1947'
 EJ1947'THE LOOKOUT TOWER IS A FOUR-LEGGED STRUCTURE WITH STEEL LEGS AND
 EJ1947'AN OPEN PLATFORM AT THE TOP.  IT IS 33 FEET IN HEIGHT.
 EJ1947
 EJ1947                          STATION RECOVERY (1956)
 EJ1947
 EJ1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1947'THE STATION IS ON THE SUMMIT OF BALD PEAK OF TRAP MOUNTAIN,
 EJ1947'ABOUT 9 MILES SOUTH-SOUTHWEST OF HOT SPRINGS, AND ABOUT 1/2 MILE
 EJ1947'WEST OF STATE HIGHWAY 7.
 EJ1947'
 EJ1947'THE TRIANGULATION STATION TRAP IS IN THE APPROXIMATE CENTER
 EJ1947'OF THE CONCRETE BASE OF THE TOWER.  THE TOWER IS A FOUR-LEGGED
 EJ1947'STEEL STRUCTURE WITH STAIRS TO THE TOP.  THE TOP IS FLOORED WITH
 EJ1947'WOOD WITH STEEL GUARD RAILS AROUND THE SIDES.  THE TOWER IS 33
 EJ1947'FEET HIGH.  IT WAS NOT LEARNED FOR WHAT THE TOWER WAS TO BE
 EJ1947'USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0657 ***********************************************************************
 EJ0657  DESIGNATION -  TRASKWOOD
 EJ0657  PID         -  EJ0657
 EJ0657  STATE/COUNTY-  AR/SALINE
 EJ0657  USGS QUAD   -  TRASKWOOD (1984)
 EJ0657
 EJ0657                         *CURRENT SURVEY CONTROL
 EJ0657  ___________________________________________________________________
 EJ0657* NAD 83(1997)-  34 26 55.92832(N)    092 39 15.76391(W)     ADJUSTED  
 EJ0657* NAVD 88     -        89.165  (meters)     292.54   (feet)  ADJUSTED  
 EJ0657  ___________________________________________________________________
 EJ0657  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 EJ0657  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EJ0657  DYNAMIC HT  -          89.081 (meters)     292.26  (feet)  COMP
 EJ0657  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 EJ0657
 EJ0657  HORZ ORDER  -  SECOND
 EJ0657  VERT ORDER  -  SECOND    CLASS 0
 EJ0657
 EJ0657.The horizontal coordinates were established by classical geodetic methods
 EJ0657.and adjusted by the National Geodetic Survey in September 1999..
 EJ0657
 EJ0657.The orthometric height was determined by differential leveling
 EJ0657.and adjusted by the National Geodetic Survey in June 1991..
 EJ0657
 EJ0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0657
 EJ0657.The geoid height was determined by GEOID03.
 EJ0657
 EJ0657.The dynamic height is computed by dividing the NAVD 88
 EJ0657.geopotential number by the normal gravity value computed on the
 EJ0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0657.degrees latitude (g = 980.6199 gals.).
 EJ0657
 EJ0657.The modeled gravity was interpolated from observed gravity values.
 EJ0657
 EJ0657;                    North         East     Units Scale Factor Converg.
 EJ0657;SPC AR S     -   597,862.760   339,868.933   MT  0.99994455   -0 21 58.5
 EJ0657;SPC AR S     - 1,961,488.07  1,115,053.32   sFT  0.99994455   -0 21 58.5
 EJ0657;UTM  15      - 3,811,981.670   531,748.571   MT  0.99961242   +0 11 43.8
 EJ0657
 EJ0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0657!SPC AR S     -   0.99999014  x   0.99994455  =   0.99993469
 EJ0657!UTM  15      -   0.99999014  x   0.99961242  =   0.99960256
 EJ0657
 EJ0657|---------------------------------------------------------------------|
 EJ0657| PID    Reference Object                     Distance      Geod. Az  |
 EJ0657|                                                           dddmmss.s |
 EJ0657| CY6637 TRASKWOOD RM 1                       26.339 METERS 03627     |
 EJ0657| CY6638 TRASKWOOD RM 2                       26.869 METERS 14030     |
 EJ0657| EJ1892 MAGNET                              APPROX.16.4 KM 2904806.4 |
 EJ0657|---------------------------------------------------------------------|
 EJ0657
 EJ0657                          SUPERSEDED SURVEY CONTROL
 EJ0657
 EJ0657  NAD 83(1986)-  34 26 55.93923(N)    092 39 15.75495(W) AD(       ) 2
 EJ0657  NAD 27      -  34 26 55.60370(N)    092 39 15.16692(W) AD(       ) 2
 EJ0657  NGVD 29 (??/??/92)   89.174  (m)          292.56   (f) ADJ UNCH    2 0
 EJ0657
 EJ0657.Superseded values are not recommended for survey control.
 EJ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0657.See file dsdata.txt to determine how the superseded data were derived.
 EJ0657
 EJ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3174911982(NAD 83)
 EJ0657_MARKER: X = CHISELED CROSS
 EJ0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0657_SP_SET: IRON RAIL
 EJ0657_STAMPING: TRASKWOOD
 EJ0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0657+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 EJ0657
 EJ0657  HISTORY     - Date     Condition        Report By
 EJ0657  HISTORY     - 1964     MONUMENTED       CGS
 EJ0657  HISTORY     - 1935     GOOD             NGS
 EJ0657  HISTORY     - 20020624 GOOD             INDIV
 EJ0657
 EJ0657                          STATION DESCRIPTION
 EJ0657
 EJ0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ0657'THE STATION IS LOCATED IN THE VILLAGE OF TRASKWOOD, ON THE GROUNDS
 EJ0657'OF THE TRASKWOOD MISSIONARY BAPTIST CHURCH, NEAR THE CENTER OF
 EJ0657'SEC. 19, T. 3 S., R. 15 W.  IT IS 137 FEET NORTHWEST OF THE
 EJ0657'SOUTHWEST CORNER OF THE TRASKWOOD MISSIONARY BAPTIST CHURCH, 164
 EJ0657'FEET SOUTHWEST OF THE CENTERLINE OF A PAVED STREET, 40 FEET
 EJ0657'SOUTHEAST OF THE CENTERLINE OF A PAVED STREET, AND 38 FEET
 EJ0657'NORTH OF A 10 INCH TREE.  THE MONUMENT PROJECTS 1 INCH AND THE
 EJ0657'DISK IS STAMPED TRASKWOOD 1964.
 EJ0657'
 EJ0657'TO REACH BENCH MARK H 79 FROM THE STATION, GO NORTHEAST ON
 EJ0657'A PAVED STREET FOR ABOUT 150 FEET TO A CROSSROAD.  TURN LEFT AND
 EJ0657'GO NORTHWEST ON A PAVED STREET FOR 0.1 MILE TO A CROSSROAD, JUST
 EJ0657'SOUTHEAST OF A RAILROAD CROSSING.  CROSS THE TRACKS AND GO
 EJ0657'NORTHWEST ON THE PAVED STREET FOR ABOUT 150 FEET TO A CROSSROAD
 EJ0657'AND THE BENCH MARK ON THE LEFT.
 EJ0657'
 EJ0657'REFERENCE MARK 1 IS 141 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EJ0657'THE CHURCH, 82 FEET SOUTH OF INTERSECTION OF THE CROSS STREET,
 EJ0657'AND 68 FEET EAST OF A 36 INCH OAK TREE.  THE MONUMENT PROJECTS 1
 EJ0657'INCH AND THE DISK IS STAMPED TRASKWOOD NO 1 1964.
 EJ0657'
 EJ0657'REFERENCE MARK 2 IS 128 FEET SOUTHEAST OF THE CENTERLINE OF THE
 EJ0657'PAVED STREET, 96 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 EJ0657'CHURCH, AND 49 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH.
 EJ0657'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED TRASKWOOD NO 2 1964.
 EJ0657'
 EJ0657'BENCH MARK H 79 IS A STANDARD DISK STAMPED H 79 1935 292.850 FEET
 EJ0657'ELEVATION, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
 EJ0657'PROJECTS 3 INCHES.  IT IS 161 FEET WEST ON THE INTERSECTION OF
 EJ0657'STATE HIGHWAY 229 AND A RAILROAD CROSSING, 93 FEET SOUTHWEST
 EJ0657'OF THE CENTERLINE OF STATE HIGHWAY 229, 45 FEET SOUTHEAST OF THE
 EJ0657'SOUTHEAST CORNER OF A FRAME HOUSE, AND 27 FEET NORTHWEST OF THE
 EJ0657'CENTERLINE OF A PAVED STREET.
 EJ0657'
 EJ0657'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ0657
 EJ0657                          STATION RECOVERY (1935)
 EJ0657
 EJ0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 EJ0657'IN TRASKWOOD.
 EJ0657'AT TRASKWOOD, IN NORTHWEST CORNER OF WOODED LOT IN FRONT OF MRS.
 EJ0657'WINTERS RESIDENCE.  ABOUT 115 FT. EAST OF MISSOURI PACIFIC R.R.
 EJ0657'STATION.  101.2 FT. EAST OF CENTERLINE OF MISSOURI PACIFIC R.R. MAIN
 EJ0657'TRACK.  1.2 FT. SOUTHEAST OF NORTHWEST FENCE CORNER.  .9 FT. EAST OF
 EJ0657'FENCE PARALLELING RAILROAD.  .8 FT. SOUTH OF EAST-WEST FENCE.  IRON
 EJ0657'SECTION RAIL SET VERTICALLY IN GROUND WITH CHISELED CROSS.
 EJ0657
 EJ0657                          STATION RECOVERY (2002)
 EJ0657
 EJ0657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MSF)
 EJ0657'MARK AND RM 1 AND 2 RECOVERED IN GOOD CONDITION, DESCRIPTION SHOULD BE
 EJ0657'UPDATED TO READ LANDMARK MISSIONARY BAPTIST CHURCH, AND THE 10INCH
 EJ0657'TREE IN DESCRIPTION IS GONE. THERE APPEARS TO BE AN ERROR IN THE
 EJ0657'PUBLISHED VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1423 ***********************************************************************
 EJ1423  DESIGNATION -  TRAV 6
 EJ1423  PID         -  EJ1423
 EJ1423  STATE/COUNTY-  AR/HOWARD
 EJ1423  USGS QUAD   -  ATHENS (1980)
 EJ1423
 EJ1423                         *CURRENT SURVEY CONTROL
 EJ1423  ___________________________________________________________________
 EJ1423* NAD 83(1986)-  34 15 10.     (N)    093 59 02.     (W)     SCALED    
 EJ1423* NAVD 88     -       241.894  (meters)     793.61   (feet)  ADJUSTED  
 EJ1423  ___________________________________________________________________
 EJ1423  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 EJ1423  DYNAMIC HT  -         241.646 (meters)     792.80  (feet)  COMP
 EJ1423  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 EJ1423
 EJ1423  VERT ORDER  -  SECOND    CLASS 0
 EJ1423
 EJ1423.The horizontal coordinates were scaled from a topographic map and have
 EJ1423.an estimated accuracy of +/- 6 seconds.
 EJ1423
 EJ1423.The orthometric height was determined by differential leveling
 EJ1423.and adjusted by the National Geodetic Survey in June 1991..
 EJ1423
 EJ1423.The geoid height was determined by GEOID03.
 EJ1423
 EJ1423.The dynamic height is computed by dividing the NAVD 88
 EJ1423.geopotential number by the normal gravity value computed on the
 EJ1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1423.degrees latitude (g = 980.6199 gals.).
 EJ1423
 EJ1423.The modeled gravity was interpolated from observed gravity values.
 EJ1423
 EJ1423;                    North         East    Units  Estimated Accuracy
 EJ1423;SPC AR S     -   577,690.      217,290.      MT  (+/- 180 meters Scaled)
 EJ1423
 EJ1423                          SUPERSEDED SURVEY CONTROL
 EJ1423
 EJ1423  NGVD 29 (??/??/92)  241.85   (m)          793.5    (f) COMPUTED    2 0
 EJ1423
 EJ1423.Superseded values are not recommended for survey control.
 EJ1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1423.See file dsdata.txt to determine how the superseded data were derived.
 EJ1423
 EJ1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT094906(NAD 83)
 EJ1423_MARKER: P = PIPE CAP
 EJ1423_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1423_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ1423_STAMPING: TRAV. STA. NO. 6 1907
 EJ1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1423
 EJ1423  HISTORY     - Date     Condition        Report By
 EJ1423  HISTORY     - 1907     MONUMENTED       USGS
 EJ1423  HISTORY     - 1935     GOOD             NGS
 EJ1423  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1423
 EJ1423                          STATION DESCRIPTION
 EJ1423
 EJ1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1423'6.9 MI NW FROM NEW HOPE.
 EJ1423'6.9 MILES NORTHWEST OF, ALONG OLD BURG-NEW HOPE RD. FROM J. M. BELLS
 EJ1423'SERVICE STATION.  LOCATED AT JUNCTION OF A ROAD NORTH.  AT THE SOUTH
 EJ1423'FORK OF THE ROADS.  ABOUT .2 MILE NORTHWEST OF FORD OF BRUSHY CREEK.
 EJ1423'CAP RIVETED TO TOP OF PIPE.  NOTE-- MARK IS VERY LOOSE IN THE GROUND
 EJ1423'AND SETTING AT AN ANGLE.
 EJ1423
 EJ1423                          STATION RECOVERY (1962)
 EJ1423
 EJ1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2093 ***********************************************************************
 FF2093  DESIGNATION -  TRAV STA
 FF2093  PID         -  FF2093
 FF2093  STATE/COUNTY-  AR/CROSS
 FF2093  USGS QUAD   -  HAMLIN (1984)
 FF2093
 FF2093                         *CURRENT SURVEY CONTROL
 FF2093  ___________________________________________________________________
 FF2093* NAD 83(1997)-  35 09 47.45674(N)    090 56 07.38808(W)     ADJUSTED  
 FF2093* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 FF2093  ___________________________________________________________________
 FF2093  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FF2093  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF2093
 FF2093  HORZ ORDER  -  THIRD
 FF2093
 FF2093.The horizontal coordinates were established by classical geodetic methods
 FF2093.and adjusted by the National Geodetic Survey in September 1999..
 FF2093.No horizontal observational check was made to the station.
 FF2093
 FF2093.The orthometric height was scaled from a topographic map.
 FF2093
 FF2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2093
 FF2093.The geoid height was determined by GEOID03.
 FF2093
 FF2093;                    North         East     Units Scale Factor Converg.
 FF2093;SPC AR N     -    92,589.074   496,987.865   MT  0.99996277   +0 37 10.2
 FF2093;SPC AR N     -   303,769.32  1,630,534.35   sFT  0.99996277   +0 37 10.2
 FF2093;UTM  15      - 3,893,091.244   688,038.511   MT  1.00003578   +1 11 21.7
 FF2093
 FF2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2093!SPC AR N     -   0.99999406  x   0.99996277  =   0.99995683
 FF2093!UTM  15      -   0.99999406  x   1.00003578  =   1.00002984
 FF2093
 FF2093                          SUPERSEDED SURVEY CONTROL
 FF2093
 FF2093  NAD 83(1997)-  35 09 47.46348(N)    090 56 07.38502(W) AD(       ) 3
 FF2093  NAD 83(1986)-  35 09 47.46612(N)    090 56 07.38744(W) AD(       ) 3
 FF2093  NAD 27      -  35 09 47.14380(N)    090 56 06.96250(W) AD(       ) 3
 FF2093
 FF2093.Superseded values are not recommended for survey control.
 FF2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2093.See file dsdata.txt to determine how the superseded data were derived.
 FF2093
 FF2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8803993091(NAD 83)
 FF2093_MARKER: P = PIPE CAP
 FF2093_SETTING: 0 = UNSPECIFIED SETTING
 FF2093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2093
 FF2093  HISTORY     - Date     Condition        Report By
 FF2093  HISTORY     - 1954     MONUMENTED       USE
 FF2093
 FF2093                          STATION DESCRIPTION
 FF2093
 FF2093'DESCRIBED BY US ENGINEERS 1954
 FF2093'SEE STATION WICK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1023 ***********************************************************************
 GE1023  DESIGNATION -  TRAV STA 12
 GE1023  PID         -  GE1023
 GE1023  STATE/COUNTY-  AR/CLAY
 GE1023  USGS QUAD   -  KNOBEL (1993)
 GE1023
 GE1023                         *CURRENT SURVEY CONTROL
 GE1023  ___________________________________________________________________
 GE1023* NAD 83(1997)-  36 19 13.14768(N)    090 31 30.80554(W)     ADJUSTED  
 GE1023* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 GE1023  ___________________________________________________________________
 GE1023  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GE1023  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE1023
 GE1023  HORZ ORDER  -  SECOND
 GE1023
 GE1023.The horizontal coordinates were established by classical geodetic methods
 GE1023.and adjusted by the National Geodetic Survey in September 1999..
 GE1023
 GE1023.The orthometric height was scaled from a topographic map.
 GE1023
 GE1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1023
 GE1023.The geoid height was determined by GEOID03.
 GE1023
 GE1023;                    North         East     Units Scale Factor Converg.
 GE1023;SPC AR N     -   221,440.125   532,428.929   MT  1.00001835   +0 51 29.4
 GE1023;SPC AR N     -   726,508.14  1,746,810.58   sFT  1.00001835   +0 51 29.4
 GE1023;UTM  15      - 4,022,320.258   722,161.008   MT  1.00020815   +1 27 59.1
 GE1023
 GE1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1023!SPC AR N     -   0.99999082  x   1.00001835  =   1.00000917
 GE1023!UTM  15      -   0.99999082  x   1.00020815  =   1.00019897
 GE1023
 GE1023                          SUPERSEDED SURVEY CONTROL
 GE1023
 GE1023  NAD 83(1986)-  36 19 13.15524(N)    090 31 30.80375(W) AD(       ) 2
 GE1023  NAD 27      -  36 19 12.93100(N)    090 31 30.41870(W) AD(       ) 2
 GE1023
 GE1023.Superseded values are not recommended for survey control.
 GE1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1023.See file dsdata.txt to determine how the superseded data were derived.
 GE1023
 GE1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2216122320(NAD 83)
 GE1023_MARKER: DS = TRIANGULATION STATION DISK
 GE1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1023+STABILITY: SURFACE MOTION
 GE1023
 GE1023  HISTORY     - Date     Condition        Report By
 GE1023  HISTORY     - 1955     MONUMENTED       USE
 GE1023
 GE1023                          STATION DESCRIPTION
 GE1023
 GE1023'DESCRIBED BY US ENGINEERS 1955 (WFD)
 GE1023'THE STATION IS ABOUT 7 MILES SOUTHEAST OF CORNING, 4 MILES
 GE1023'EAST OF KNOBEL, IN THE TRIANGLE AREA FORMED BY THE JUNCTION
 GE1023'OF STATE HIGHWAY 90 AND 1 W., 24 FEET WEST OF STATE HIGHWAY
 GE1023'1 W, 45 FEET SOUTH OF A MAIL BOX AND ON THE SLOPE OF THE SHOULDER
 GE1023'OF THE ROAD.
 GE1023'
 GE1023'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GE1023'TIPPY, DISTANCE BEING 143.47 FEET, (43.729 METERS) SOUTHEAST
 GE1023'OF STATION TIPPY.  THE MARK IS A STANDARD U.S. ENGINEERING
 GE1023'DEPARTMENT BRONZE DISK SET IN THE TOP OF AN 8 INCH CONCRETE
 GE1023'POST, PROJECTING ABOUT 3 INCHES AND THE DISK IS STAMPED TRAV
 GE1023'STA 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0916 ***********************************************************************
 FF0916  DESIGNATION -  TRAV STA 13
 FF0916  PID         -  FF0916
 FF0916  STATE/COUNTY-  AR/JACKSON
 FF0916  USGS QUAD   -  AUVERGNE (1981)
 FF0916
 FF0916                         *CURRENT SURVEY CONTROL
 FF0916  ___________________________________________________________________
 FF0916* NAD 83(1986)-  35 31 06.     (N)    091 10 35.     (W)     SCALED    
 FF0916* NAVD 88     -        67.014  (meters)     219.86   (feet)  ADJUSTED  
 FF0916  ___________________________________________________________________
 FF0916  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF0916  DYNAMIC HT  -          66.955 (meters)     219.67  (feet)  COMP
 FF0916  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 FF0916
 FF0916  VERT ORDER  -  SECOND    CLASS 0
 FF0916
 FF0916.The horizontal coordinates were scaled from a topographic map and have
 FF0916.an estimated accuracy of +/- 6 seconds.
 FF0916
 FF0916.The orthometric height was determined by differential leveling
 FF0916.and adjusted by the National Geodetic Survey in June 1991..
 FF0916
 FF0916.The geoid height was determined by GEOID03.
 FF0916
 FF0916.The dynamic height is computed by dividing the NAVD 88
 FF0916.geopotential number by the normal gravity value computed on the
 FF0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0916.degrees latitude (g = 980.6199 gals.).
 FF0916
 FF0916.The modeled gravity was interpolated from observed gravity values.
 FF0916
 FF0916;                    North         East    Units  Estimated Accuracy
 FF0916;SPC AR N     -   131,780.      474,700.      MT  (+/- 180 meters Scaled)
 FF0916
 FF0916                          SUPERSEDED SURVEY CONTROL
 FF0916
 FF0916  NGVD 29 (??/??/??)   66.951  (m)          219.66   (f) ADJUSTED    2 0
 FF0916
 FF0916.Superseded values are not recommended for survey control.
 FF0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0916.See file dsdata.txt to determine how the superseded data were derived.
 FF0916
 FF0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV653320(NAD 83)
 FF0916_MARKER: DD = SURVEY DISK
 FF0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0916_STAMPING: 13
 FF0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0916+STABILITY: SURFACE MOTION
 FF0916
 FF0916  HISTORY     - Date     Condition        Report By
 FF0916  HISTORY     - UNK      MONUMENTED       DOD
 FF0916  HISTORY     - 1932     GOOD             CGS
 FF0916  HISTORY     - 20020920 MARK NOT FOUND   USACE
 FF0916
 FF0916                          STATION DESCRIPTION
 FF0916
 FF0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FF0916'3 MI N FROM BEEDEVILLE.
 FF0916'ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 37 FROM BEEDEVILLE, JACKSON
 FF0916'COUNTY, THENCE ABOUT 6 MILES NORTHWEST ALONG STATE HIGHWAY 145,
 FF0916'600 FEET SOUTH OF A CABIN ON THE EAST SIDE OF THE HIGHWAY (THIS
 FF0916'CABIN WAS OWNED IN 1932 BY CHARLES RODGERS), 25 FEET WEST OF
 FF0916'THE CENTERLINE OF THE HIGHWAY, AND 8 FEET SOUTH OF THE
 FF0916'PROLONGATION OF A FENCE LINE.  A CORPS OF ENGINEERS, U.S. ARMY,
 FF0916'STANDARD DISK, STAMPED 13 AND SET IN THE TOP OF A CONCRETE POST.
 FF0916
 FF0916                          STATION RECOVERY (2002)
 FF0916
 FF0916'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1129 ***********************************************************************
 FF1129  DESIGNATION -  TRAV STA 16
 FF1129  PID         -  FF1129
 FF1129  STATE/COUNTY-  AR/INDEPENDENCE
 FF1129  USGS QUAD   -  NEWARK (1981)
 FF1129
 FF1129                         *CURRENT SURVEY CONTROL
 FF1129  ___________________________________________________________________
 FF1129* NAD 83(1986)-  35 42 05.     (N)    091 28 56.     (W)     SCALED    
 FF1129* NAVD 88     -        81.552  (meters)     267.56   (feet)  ADJUSTED  
 FF1129  ___________________________________________________________________
 FF1129  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF1129  DYNAMIC HT  -          81.483 (meters)     267.33  (feet)  COMP
 FF1129  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 FF1129
 FF1129  VERT ORDER  -  SECOND    CLASS 0
 FF1129
 FF1129.The horizontal coordinates were scaled from a topographic map and have
 FF1129.an estimated accuracy of +/- 6 seconds.
 FF1129
 FF1129.The orthometric height was determined by differential leveling
 FF1129.and adjusted by the National Geodetic Survey in June 1991..
 FF1129
 FF1129.The geoid height was determined by GEOID03.
 FF1129
 FF1129.The dynamic height is computed by dividing the NAVD 88
 FF1129.geopotential number by the normal gravity value computed on the
 FF1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1129.degrees latitude (g = 980.6199 gals.).
 FF1129
 FF1129.The modeled gravity was interpolated from observed gravity values.
 FF1129
 FF1129;                    North         East    Units  Estimated Accuracy
 FF1129;SPC AR N     -   151,900.      446,860.      MT  (+/- 180 meters Scaled)
 FF1129
 FF1129                          SUPERSEDED SURVEY CONTROL
 FF1129
 FF1129  NGVD 29 (??/??/??)   81.480  (m)          267.32   (f) ADJUSTED    2 0
 FF1129
 FF1129.Superseded values are not recommended for survey control.
 FF1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1129.See file dsdata.txt to determine how the superseded data were derived.
 FF1129
 FF1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV373518(NAD 83)
 FF1129_MARKER: DD = SURVEY DISK
 FF1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1129_STAMPING: TRAV STA 16
 FF1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1129+STABILITY: SURFACE MOTION
 FF1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1129+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 FF1129
 FF1129  HISTORY     - Date     Condition        Report By
 FF1129  HISTORY     - UNK      MONUMENTED       DOD
 FF1129  HISTORY     - 1935     GOOD             CGS
 FF1129  HISTORY     - 1954     GOOD             LOCENG
 FF1129  HISTORY     - 20020921 MARK NOT FOUND   USACE
 FF1129  HISTORY     - 20060418 GOOD             ARHD
 FF1129
 FF1129                          STATION DESCRIPTION
 FF1129
 FF1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1129'2.3 MI NW FROM NEWARK.
 FF1129'ABOUT 2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1129'FROM THE STATION AT NEWARK, INDEPENDENCE COUNTY, 26.3 FEET
 FF1129'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION AT MAGNESS,
 FF1129'42.8 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 6 FEET
 FF1129'WEST OF A POLE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 FF1129'STAMPED TRAV. STA. 16 AND SET IN THE TOP OF A CONCRETE CYLINDER.
 FF1129
 FF1129                          STATION RECOVERY (1954)
 FF1129
 FF1129'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 FF1129'RECOVERED IN GOOD CONDITION.
 FF1129
 FF1129                          STATION RECOVERY (2002)
 FF1129
 FF1129'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1129'MARK NOT FOUND.
 FF1129
 FF1129                          STATION RECOVERY (2006)
 FF1129
 FF1129'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FF1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1506 ***********************************************************************
 FF1506  DESIGNATION -  TRAV STA 161
 FF1506  PID         -  FF1506
 FF1506  STATE/COUNTY-  AR/PRAIRIE
 FF1506  USGS QUAD   -  JASMINE (1994)
 FF1506
 FF1506                         *CURRENT SURVEY CONTROL
 FF1506  ___________________________________________________________________
 FF1506* NAD 83(1986)-  35 03 44.     (N)    091 34 56.     (W)     SCALED    
 FF1506* NAVD 88     -        61.61   (+/-2cm)     202.1    (feet)  VERTCON   
 FF1506  ___________________________________________________________________
 FF1506  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FF1506
 FF1506  VERT ORDER  -  ? (See Below)
 FF1506
 FF1506.The horizontal coordinates were scaled from a topographic map and have
 FF1506.an estimated accuracy of +/- 6 seconds.
 FF1506
 FF1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1506.The vertical order pertains to the NGVD 29 superseded value.
 FF1506
 FF1506.The geoid height was determined by GEOID03.
 FF1506
 FF1506;                    North         East    Units  Estimated Accuracy
 FF1506;SPC AR S     -   665,790.      438,110.      MT  (+/- 180 meters Scaled)
 FF1506
 FF1506                          SUPERSEDED SURVEY CONTROL
 FF1506
 FF1506  NGVD 29 (??/??/??)   61.590  (m)          202.07   (f) ADJUSTED    ?  
 FF1506
 FF1506.Superseded values are not recommended for survey control.
 FF1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1506.See file dsdata.txt to determine how the superseded data were derived.
 FF1506
 FF1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU292808(NAD 83)
 FF1506_MARKER: DD = SURVEY DISK
 FF1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1506_STAMPING: STA-161
 FF1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1506+STABILITY: SURFACE MOTION
 FF1506
 FF1506  HISTORY     - Date     Condition        Report By
 FF1506  HISTORY     - UNK      MONUMENTED       DOD
 FF1506  HISTORY     - 1937     GOOD             ARGS
 FF1506
 FF1506                          STATION DESCRIPTION
 FF1506
 FF1506'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 FF1506'1.7 MI SE FROM BELCHER.
 FF1506'IN PRAIRIE COUNTY, 1.7 MILES SOUTHEAST ALONG THE CHICAGO, ROCK
 FF1506'ISLAND AND PACIFIC RAILWAY FROM BELCHER, WHITE COUNTY, AT
 FF1506'JASMINE, 0.3 MILE SOUTHEAST OF THE JASMINE SIGN, 75 FEET NORTH
 FF1506'OF A POLE, AT THE SOUTHERNMOST ROAD CROSSING, 31 FEET NORTHEAST
 FF1506'OF THE NORTHEAST RAIL, AND 29 FEET NORTH OF THE CENTERLINE OF THE
 FF1506'ROAD.  A CORPS OF ENGINEERS, U.S. ARMY, IRON CAP, STAMPED STA - 161
 FF1506'AND FASTENED ON AN IRON PIPE SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0928 ***********************************************************************
 FF0928  DESIGNATION -  TRAV STA 166
 FF0928  PID         -  FF0928
 FF0928  STATE/COUNTY-  AR/INDEPENDENCE
 FF0928  USGS QUAD   -  CHARLOTTE (1981)
 FF0928
 FF0928                         *CURRENT SURVEY CONTROL
 FF0928  ___________________________________________________________________
 FF0928* NAD 83(1986)-  35 50 12.     (N)    091 23 01.     (W)     SCALED    
 FF0928* NAVD 88     -       110.881  (meters)     363.78   (feet)  ADJUSTED  
 FF0928  ___________________________________________________________________
 FF0928  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF0928  DYNAMIC HT  -         110.784 (meters)     363.46  (feet)  COMP
 FF0928  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 FF0928
 FF0928  VERT ORDER  -  SECOND    CLASS 0
 FF0928
 FF0928.The horizontal coordinates were scaled from a topographic map and have
 FF0928.an estimated accuracy of +/- 6 seconds.
 FF0928
 FF0928.The orthometric height was determined by differential leveling
 FF0928.and adjusted by the National Geodetic Survey in June 1991..
 FF0928
 FF0928.The geoid height was determined by GEOID03.
 FF0928
 FF0928.The dynamic height is computed by dividing the NAVD 88
 FF0928.geopotential number by the normal gravity value computed on the
 FF0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0928.degrees latitude (g = 980.6199 gals.).
 FF0928
 FF0928.The modeled gravity was interpolated from observed gravity values.
 FF0928
 FF0928;                    North         East    Units  Estimated Accuracy
 FF0928;SPC AR N     -   166,960.      455,690.      MT  (+/- 180 meters Scaled)
 FF0928
 FF0928                          SUPERSEDED SURVEY CONTROL
 FF0928
 FF0928  NGVD 29 (??/??/??)  110.799  (m)          363.51   (f) ADJUSTED    2 0
 FF0928
 FF0928.Superseded values are not recommended for survey control.
 FF0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0928.See file dsdata.txt to determine how the superseded data were derived.
 FF0928
 FF0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV459670(NAD 83)
 FF0928_MARKER: DD = SURVEY DISK
 FF0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0928_STAMPING: TRAV STA 166
 FF0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0928+STABILITY: SURFACE MOTION
 FF0928
 FF0928  HISTORY     - Date     Condition        Report By
 FF0928  HISTORY     - UNK      MONUMENTED       DOD
 FF0928  HISTORY     - 1935     GOOD             CGS
 FF0928  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0928
 FF0928                          STATION DESCRIPTION
 FF0928
 FF0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0928'AT WALNUT GROVE.
 FF0928'AT WALNUT GROVE, 0.2 MILE EAST ALONG STATE HIGHWAY 25 FROM THE
 FF0928'POST OFFICE, 0.15 MILE EAST OF A BRIDGE, 19 FEET SOUTH OF THE
 FF0928'CENTERLINE OF THE HIGHWAY, 20 FEET EAST OF A FENCE CORNER, AND
 FF0928'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A CORPS OF ENGINEERS,
 FF0928'U.S. ARMY, STANDARD DISK, STAMPED TRAV STA 166 AND SET IN THE
 FF0928'TOP OF A CONCRETE CYLINDER.
 FF0928
 FF0928                          STATION RECOVERY (2002)
 FF0928
 FF0928'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0086 ***********************************************************************
 GE0086  DESIGNATION -  TRAV STA 200
 GE0086  PID         -  GE0086
 GE0086  STATE/COUNTY-  AR/CLAY
 GE0086  USGS QUAD   -  RECTOR (1984)
 GE0086
 GE0086                         *CURRENT SURVEY CONTROL
 GE0086  ___________________________________________________________________
 GE0086* NAD 83(1997)-  36 15 32.89819(N)    090 17 34.48860(W)     ADJUSTED  
 GE0086* NAVD 88     -        84.493  (meters)     277.21   (feet)  ADJUSTED  
 GE0086  ___________________________________________________________________
 GE0086  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GE0086  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE0086  DYNAMIC HT  -          84.424 (meters)     276.98  (feet)  COMP
 GE0086  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GE0086
 GE0086  HORZ ORDER  -  SECOND
 GE0086  VERT ORDER  -  FIRST     CLASS II
 GE0086
 GE0086.The horizontal coordinates were established by classical geodetic methods
 GE0086.and adjusted by the National Geodetic Survey in September 1999..
 GE0086
 GE0086.The orthometric height was determined by differential leveling
 GE0086.and adjusted by the National Geodetic Survey in June 1991..
 GE0086
 GE0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0086
 GE0086.The geoid height was determined by GEOID03.
 GE0086
 GE0086.The dynamic height is computed by dividing the NAVD 88
 GE0086.geopotential number by the normal gravity value computed on the
 GE0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0086.degrees latitude (g = 980.6199 gals.).
 GE0086
 GE0086.The modeled gravity was interpolated from observed gravity values.
 GE0086
 GE0086;                    North         East     Units Scale Factor Converg.
 GE0086;SPC AR N     -   214,989.273   553,405.197   MT  1.00000520   +0 59 36.1
 GE0086;SPC AR N     -   705,343.97  1,815,630.22   sFT  1.00000520   +0 59 36.1
 GE0086;SPC MO E     -    47,264.009   268,609.177   MT  0.99993760   +0 07 20.9
 GE0086;UTM  15      - 4,016,090.911   743,209.976   MT  1.00032887   +1 36 06.7
 GE0086
 GE0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0086!SPC AR N     -   0.99999120  x   1.00000520  =   0.99999640
 GE0086!SPC MO E     -   0.99999120  x   0.99993760  =   0.99992880
 GE0086!UTM  15      -   0.99999120  x   1.00032887  =   1.00032007
 GE0086
 GE0086                          SUPERSEDED SURVEY CONTROL
 GE0086
 GE0086  NAD 83(1986)-  36 15 32.90720(N)    090 17 34.48746(W) AD(       ) 2
 GE0086  NAD 27      -  36 15 32.68170(N)    090 17 34.12390(W) AD(       ) 2
 GE0086  NGVD 29 (??/??/92)   84.485  (m)          277.18   (f) ADJ UNCH    1 2
 GE0086
 GE0086.Superseded values are not recommended for survey control.
 GE0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0086.See file dsdata.txt to determine how the superseded data were derived.
 GE0086
 GE0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4321016091(NAD 83)
 GE0086_MARKER: DD = SURVEY DISK
 GE0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0086_STAMPING: TRAV STA 200
 GE0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0086+STABILITY: SURFACE MOTION
 GE0086
 GE0086  HISTORY     - Date     Condition        Report By
 GE0086  HISTORY     - UNK      MONUMENTED       DOD
 GE0086  HISTORY     - 1956     GOOD             NGS
 GE0086  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0086
 GE0086                          STATION DESCRIPTION
 GE0086
 GE0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0086'0.2 MI S FROM RECTOR.
 GE0086'AT RECTOR, ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 90 (MAIN
 GE0086'STREET) FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, AT THE
 GE0086'JUNCTION OF STATE HIGHWAY 1 LEADING EAST-WEST, 38 1/2 FEET NORTH
 GE0086'OF CENTER LINE OF HIGHWAY 1, 55 FEET NORTHWEST OF CENTER OF
 GE0086'JUNCTION OF HIGHWAYS, 39 FEET WEST OF CENTER LINE OF HIGHWAY 90,
 GE0086'18 FEET SOUTHWEST OF SOUTHWEST CORNER OF A CATCH BASIN,
 GE0086'13 1/2 FEET NORTHEAST OF A POWER LINE GUY POLE, ABOUT LEVEL
 GE0086'WITH HIGHWAY 1 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 GE0086'WITH GROUND.
 GE0086
 GE0086                          STATION RECOVERY (2002)
 GE0086
 GE0086'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0086'AREA IS NOW PAVED LOT FOR QUICK STOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0925 ***********************************************************************
 FF0925  DESIGNATION -  TRAV STA 365
 FF0925  PID         -  FF0925
 FF0925  STATE/COUNTY-  AR/INDEPENDENCE
 FF0925  USGS QUAD   -  CHARLOTTE (1981)
 FF0925
 FF0925                         *CURRENT SURVEY CONTROL
 FF0925  ___________________________________________________________________
 FF0925* NAD 83(1986)-  35 48 52.     (N)    091 27 59.     (W)     SCALED    
 FF0925* NAVD 88     -       114.713  (meters)     376.35   (feet)  ADJUSTED  
 FF0925  ___________________________________________________________________
 FF0925  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FF0925  DYNAMIC HT  -         114.614 (meters)     376.03  (feet)  COMP
 FF0925  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FF0925
 FF0925  VERT ORDER  -  SECOND    CLASS 0
 FF0925
 FF0925.The horizontal coordinates were scaled from a topographic map and have
 FF0925.an estimated accuracy of +/- 6 seconds.
 FF0925
 FF0925.The orthometric height was determined by differential leveling
 FF0925.and adjusted by the National Geodetic Survey in June 1991..
 FF0925
 FF0925.The geoid height was determined by GEOID03.
 FF0925
 FF0925.The dynamic height is computed by dividing the NAVD 88
 FF0925.geopotential number by the normal gravity value computed on the
 FF0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0925.degrees latitude (g = 980.6199 gals.).
 FF0925
 FF0925.The modeled gravity was interpolated from observed gravity values.
 FF0925
 FF0925;                    North         East    Units  Estimated Accuracy
 FF0925;SPC AR N     -   164,450.      448,220.      MT  (+/- 180 meters Scaled)
 FF0925
 FF0925                          SUPERSEDED SURVEY CONTROL
 FF0925
 FF0925  NGVD 29 (??/??/??)  114.634  (m)          376.10   (f) ADJUSTED    2 0
 FF0925
 FF0925.Superseded values are not recommended for survey control.
 FF0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0925.See file dsdata.txt to determine how the superseded data were derived.
 FF0925
 FF0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV385644(NAD 83)
 FF0925_MARKER: DD = SURVEY DISK
 FF0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0925_STAMPING: TRAV STA 365
 FF0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0925+STABILITY: SURFACE MOTION
 FF0925
 FF0925  HISTORY     - Date     Condition        Report By
 FF0925  HISTORY     - UNK      MONUMENTED       DOD
 FF0925  HISTORY     - 1949     POOR             CGS
 FF0925  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0925
 FF0925                          STATION DESCRIPTION
 FF0925
 FF0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0925'1.8 MI SW FROM CHARLOTTE.
 FF0925'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT
 FF0925'CHARLOTTE, AT THE JUNCTION WITH A ROAD LEADING SOUTH, 26 FEET
 FF0925'SOUTHWEST OF THE WEST END OF A WOODEN CULVERT, 14.5 FEET NORTHWEST
 FF0925'OF THE J.B. FALLIS MAIL BOX, 18.5 FEET WEST OF THE CENTERLINE
 FF0925'OF THE ROAD, AND 31 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 FF0925'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED TRAV STA
 FF0925'365 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HAS BEEN STRUCK
 FF0925'AND TILTED.  STILL SOLIDLY IMBEDDED.
 FF0925
 FF0925                          STATION RECOVERY (2002)
 FF0925
 FF0925'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1177 ***********************************************************************
 FF1177  DESIGNATION -  TRAV STA 37
 FF1177  PID         -  FF1177
 FF1177  STATE/COUNTY-  AR/CROSS
 FF1177  USGS QUAD   -  FAIR OAKS (1971)
 FF1177
 FF1177                         *CURRENT SURVEY CONTROL
 FF1177  ___________________________________________________________________
 FF1177* NAD 83(1986)-  35 14 35.     (N)    091 01 52.     (W)     SCALED    
 FF1177* NAVD 88     -        66.187  (meters)     217.15   (feet)  ADJUSTED  
 FF1177  ___________________________________________________________________
 FF1177  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1177  DYNAMIC HT  -          66.128 (meters)     216.95  (feet)  COMP
 FF1177  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 FF1177
 FF1177  VERT ORDER  -  FIRST     CLASS II
 FF1177
 FF1177.The horizontal coordinates were scaled from a topographic map and have
 FF1177.an estimated accuracy of +/- 6 seconds.
 FF1177
 FF1177.The orthometric height was determined by differential leveling
 FF1177.and adjusted by the National Geodetic Survey in June 1991..
 FF1177.WARNING-Repeat measurements at this control monument indicate possible
 FF1177.vertical movement.
 FF1177
 FF1177.The geoid height was determined by GEOID03.
 FF1177
 FF1177.The dynamic height is computed by dividing the NAVD 88
 FF1177.geopotential number by the normal gravity value computed on the
 FF1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1177.degrees latitude (g = 980.6199 gals.).
 FF1177
 FF1177.The modeled gravity was interpolated from observed gravity values.
 FF1177
 FF1177;                    North         East    Units  Estimated Accuracy
 FF1177;SPC AR N     -   101,360.      488,180.      MT  (+/- 180 meters Scaled)
 FF1177
 FF1177                          SUPERSEDED SURVEY CONTROL
 FF1177
 FF1177  NGVD 29 (??/??/??)   66.152  (m)          217.03   (f) ADJUSTED    1 2
 FF1177
 FF1177.Superseded values are not recommended for survey control.
 FF1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1177.See file dsdata.txt to determine how the superseded data were derived.
 FF1177
 FF1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV791017(NAD 83)
 FF1177_MARKER: DD = SURVEY DISK
 FF1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1177_STAMPING: TRAV STA 37
 FF1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1177+STABILITY: SURFACE MOTION
 FF1177
 FF1177  HISTORY     - Date     Condition        Report By
 FF1177  HISTORY     - UNK      MONUMENTED       DOD
 FF1177  HISTORY     - 1956     GOOD             CGS
 FF1177  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1177
 FF1177                          STATION DESCRIPTION
 FF1177
 FF1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1177'AT FAIROAKS.
 FF1177'AT FAIROAKS, AT THE CROSSING OF THE ST. LOUIS SOUTHWESTERN
 FF1177'RAILWAY AND THE MISSOURI PACIFIC RAILWAY, 45 FEET WEST OF WEST
 FF1177'RAIL OF ST. L. SW RY., 27 FEET NORTH OF NORTH RAIL OF M.P.RY.,
 FF1177'39 FEET EAST OF CENTER LINE OF A GRAVEL ROAD, 17 FEET EAST OF
 FF1177'SOUTH END OF EAST CONCRETE HEAD WALL OF A TRIPLE 30-INCH PIPE
 FF1177'CULVERT UNDER ROAD, 3 3/4 FEET SOUTH OF A TELEPHONE POLE, ABOUT
 FF1177'3 1/2 FEET BELOW LEVEL OF TRACKS AND SET IN THE TOP OF A
 FF1177'CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE ROD WAS HELD ON
 FF1177'THE D OF DEPT. WHICH IS THE HIGH POINT OF DISK.  THE MEASUREMENTS
 FF1177'DO NOT FIT THE ORIGINAL DESCRIPTION AND MARK MAY HAVE BEEN
 FF1177'RESET.
 FF1177
 FF1177                          STATION RECOVERY (2003)
 FF1177
 FF1177'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1276 ***********************************************************************
 FF1276  DESIGNATION -  TRAV STA 62
 FF1276  PID         -  FF1276
 FF1276  STATE/COUNTY-  AR/WOODRUFF
 FF1276  USGS QUAD   -  HUNTER EAST (1993)
 FF1276
 FF1276                         *CURRENT SURVEY CONTROL
 FF1276  ___________________________________________________________________
 FF1276* NAD 83(1986)-  35 07 21.     (N)    091 05 17.     (W)     SCALED    
 FF1276* NAVD 88     -        64.605  (meters)     211.96   (feet)  ADJUSTED  
 FF1276  ___________________________________________________________________
 FF1276  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF1276  DYNAMIC HT  -          64.546 (meters)     211.76  (feet)  COMP
 FF1276  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 FF1276
 FF1276  VERT ORDER  -  FIRST     CLASS II
 FF1276
 FF1276.The horizontal coordinates were scaled from a topographic map and have
 FF1276.an estimated accuracy of +/- 6 seconds.
 FF1276
 FF1276.The orthometric height was determined by differential leveling
 FF1276.and adjusted by the National Geodetic Survey in June 1991..
 FF1276
 FF1276.The geoid height was determined by GEOID03.
 FF1276
 FF1276.The dynamic height is computed by dividing the NAVD 88
 FF1276.geopotential number by the normal gravity value computed on the
 FF1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1276.degrees latitude (g = 980.6199 gals.).
 FF1276
 FF1276.The modeled gravity was interpolated from observed gravity values.
 FF1276
 FF1276;                    North         East    Units  Estimated Accuracy
 FF1276;SPC AR N     -    87,940.      483,120.      MT  (+/- 180 meters Scaled)
 FF1276
 FF1276                          SUPERSEDED SURVEY CONTROL
 FF1276
 FF1276  NGVD 29 (??/??/??)   64.581  (m)          211.88   (f) ADJUSTED    1 2
 FF1276
 FF1276.Superseded values are not recommended for survey control.
 FF1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1276.See file dsdata.txt to determine how the superseded data were derived.
 FF1276
 FF1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU742883(NAD 83)
 FF1276_MARKER: DD = SURVEY DISK
 FF1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1276_STAMPING: TRAV STA 62
 FF1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1276+STABILITY: SURFACE MOTION
 FF1276
 FF1276  HISTORY     - Date     Condition        Report By
 FF1276  HISTORY     - UNK      MONUMENTED       DOD
 FF1276  HISTORY     - 1956     GOOD             CGS
 FF1276  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1276
 FF1276                          STATION DESCRIPTION
 FF1276
 FF1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1276'AT HILLEMANN.
 FF1276'AT HILLEMANN, ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, ABOUT
 FF1276'0.4 MILE NORTHEAST OF MILE POLE 182, 11 FEET SOUTHEAST OF
 FF1276'SOUTHEAST RAIL, 324 FEET SOUTHWEST OF CENTER OF A ROAD CROSSING,
 FF1276'84 1/2 FEET SOUTH-SOUTHWEST OF SOUTH CORNER OF STATION, 159 1/2
 FF1276'FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF A TWO STORY FRAME
 FF1276'HOUSE, 45 1/2 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 181/18,
 FF1276'5 3/4 FEET SOUTH-SOUTHEAST OF MAIL CRANE, ABOUT 1 FOOT BELOW
 FF1276'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 3
 FF1276'INCHES UNDERGROUND.
 FF1276
 FF1276                          STATION RECOVERY (2003)
 FF1276
 FF1276'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0681 ***********************************************************************
 FF0681  DESIGNATION -  TRAV STA 8
 FF0681  PID         -  FF0681
 FF0681  STATE/COUNTY-  AR/CROSS
 FF0681  USGS QUAD   -  CHERRY VALLEY WEST (1984)
 FF0681
 FF0681                         *CURRENT SURVEY CONTROL
 FF0681  ___________________________________________________________________
 FF0681* NAD 83(1986)-  35 24 01.     (N)    090 45 11.     (W)     SCALED    
 FF0681* NAVD 88     -        84.473  (meters)     277.14   (feet)  ADJUSTED  
 FF0681  ___________________________________________________________________
 FF0681  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FF0681  DYNAMIC HT  -          84.397 (meters)     276.89  (feet)  COMP
 FF0681  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FF0681
 FF0681  VERT ORDER  -  FIRST     CLASS II
 FF0681
 FF0681.The horizontal coordinates were scaled from a topographic map and have
 FF0681.an estimated accuracy of +/- 6 seconds.
 FF0681
 FF0681.The orthometric height was determined by differential leveling
 FF0681.and adjusted by the National Geodetic Survey in June 1991..
 FF0681
 FF0681.The geoid height was determined by GEOID03.
 FF0681
 FF0681.The dynamic height is computed by dividing the NAVD 88
 FF0681.geopotential number by the normal gravity value computed on the
 FF0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0681.degrees latitude (g = 980.6199 gals.).
 FF0681
 FF0681.The modeled gravity was interpolated from observed gravity values.
 FF0681
 FF0681;                    North         East    Units  Estimated Accuracy
 FF0681;SPC AR N     -   119,090.      513,260.      MT  (+/- 180 meters Scaled)
 FF0681
 FF0681                          SUPERSEDED SURVEY CONTROL
 FF0681
 FF0681  NGVD 29 (??/??/??)   84.425  (m)          276.98   (f) ADJUSTED    1 2
 FF0681
 FF0681.Superseded values are not recommended for survey control.
 FF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0681.See file dsdata.txt to determine how the superseded data were derived.
 FF0681
 FF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV040197(NAD 83)
 FF0681_MARKER: P = PIPE CAP
 FF0681_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0681_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0681_STAMPING: TRAV STA 8
 FF0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0681
 FF0681  HISTORY     - Date     Condition        Report By
 FF0681  HISTORY     - UNK      MONUMENTED       DOD
 FF0681  HISTORY     - 1956     GOOD             CGS
 FF0681
 FF0681                          STATION DESCRIPTION
 FF0681
 FF0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0681'0.2 MI S FROM CHERRY VALLEY.
 FF0681'ABOUT 0.25 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0681'THE STATION AT CHERRY VALLEY, ABOUT 253 YARDS SOUTH OF CROSSING
 FF0681'OF STATE HIGHWAY 42, 20 1/2 FEET WEST OF WEST RAIL OF SIDE TRACK,
 FF0681'35 FEET WEST OF WEST RAIL OF MAIN TRACK, 86 FEET WEST-SOUTHWEST
 FF0681'AND ACROSS TRACK FROM TELEPHONE POLE NO. 268/02, 7 FEET EAST
 FF0681'OF RAILROAD R/W FENCE AND DIRECTLY UNDER A FENCE WHICH EXTENDS
 FF0681'TO A CATTLE GUARD ACROSS TRACK, 72 FEET SOUTHEAST OF SOUTHEAST
 FF0681'CORNER OF A 1-STORY FRAME HOUSE, 47 FEET SOUTH OF THE 6TH
 FF0681'TELEPHONE POLE SOUTH OF CROSSING OF HIGHWAY 42 OF ROW OF POLES
 FF0681'ON WEST SIDE OF TRACK, 2 FEET WEST OF A WHITE WOODEN WITNESS
 FF0681'POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND IS A U.S.E. PIPE
 FF0681'AND CAP SET IN CONCRETE AND PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1538 ***********************************************************************
 DL1538  DESIGNATION -  TREGGS
 DL1538  PID         -  DL1538
 DL1538  STATE/COUNTY-  AR/MILLER
 DL1538  USGS QUAD   -  FOUKE NE (1975)
 DL1538
 DL1538                         *CURRENT SURVEY CONTROL
 DL1538  ___________________________________________________________________
 DL1538* NAD 83(1997)-  33 28 07.32171(N)    093 51 23.05229(W)     ADJUSTED  
 DL1538* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 DL1538  ___________________________________________________________________
 DL1538  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DL1538  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DL1538
 DL1538  HORZ ORDER  -  SECOND
 DL1538
 DL1538.The horizontal coordinates were established by classical geodetic methods
 DL1538.and adjusted by the National Geodetic Survey in September 1999..
 DL1538
 DL1538.The orthometric height was scaled from a topographic map.
 DL1538
 DL1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1538
 DL1538.The geoid height was determined by GEOID03.
 DL1538
 DL1538;                    North         East     Units Scale Factor Converg.
 DL1538;SPC AR S     -   490,520.670   227,451.390   MT  0.99996688   -1 02 20.4
 DL1538;SPC AR S     - 1,609,316.56    746,230.10   sFT  0.99996688   -1 02 20.4
 DL1538;UTM  15      - 3,703,577.074   420,422.861   MT  0.99967807   -0 28 20.3
 DL1538
 DL1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1538!SPC AR S     -   0.99999214  x   0.99996688  =   0.99995902
 DL1538!UTM  15      -   0.99999214  x   0.99967807  =   0.99967021
 DL1538
 DL1538|---------------------------------------------------------------------|
 DL1538| PID    Reference Object                     Distance      Geod. Az  |
 DL1538|                                                           dddmmss.s |
 DL1538| CX6402 TREGGS RM 1                          24.928 METERS 07921     |
 DL1538| CX6401 TREGGS AZ MK                                       1731409.4 |
 DL1538| DL1537 TT 3 TF                              42.870 METERS 26837     |
 DL1538| CX6403 TREGGS RM 2                          24.599 METERS 29154     |
 DL1538|---------------------------------------------------------------------|
 DL1538
 DL1538                          SUPERSEDED SURVEY CONTROL
 DL1538
 DL1538  NAD 83(1997)-  33 28 07.32742(N)    093 51 23.04710(W) AD(       ) 2
 DL1538  NAD 83(1997)-  33 28 07.32772(N)    093 51 23.04548(W) AD(       ) 2
 DL1538  NAD 83(1986)-  33 28 07.33019(N)    093 51 23.04146(W) AD(       ) 2
 DL1538  NAD 27      -  33 28 06.88300(N)    093 51 22.38900(W) AD(       ) 2
 DL1538
 DL1538.Superseded values are not recommended for survey control.
 DL1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1538.See file dsdata.txt to determine how the superseded data were derived.
 DL1538
 DL1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2042303577(NAD 83)
 DL1538_MARKER: DS = TRIANGULATION STATION DISK
 DL1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1538
 DL1538  HISTORY     - Date     Condition        Report By
 DL1538  HISTORY     - 1951     MONUMENTED       CGS
 DL1538  HISTORY     - 1963     GOOD             CGS
 DL1538  HISTORY     - 1967     GOOD             BGAS
 DL1538
 DL1538                          STATION DESCRIPTION
 DL1538
 DL1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1538'STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF GARLAND, 13
 DL1538'MILES NORTHEAST OF TEXARKANA, 53 FEET SOUTH OF THE CENTER OF
 DL1538'A GRAVELED ROAD, 48 FEET SOUTHEAST OF A POWER POLE, AND 13 FEET
 DL1538'NORTH OF AN EAST-WEST FENCE LINE.
 DL1538'
 DL1538'TO REACH THE STATION FROM THE GARLAND SCHOOL (ON U.S. HIGHWAY 82
 DL1538'JUST WEST OF GARLAND) GO WEST ON THE HIGHWAY FOR 10.8 MILES TO
 DL1538'A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 2.9
 DL1538'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.3
 DL1538'MILE TO A T-INTERSECTION.  TURN LEFT FOR 0.1 MILE TO THE STATION AS
 DL1538'DESCRIBED.
 DL1538'
 DL1538'THE STATION MARK PROJECTS ABOUT 4 INCHES, AND THE DISK IS STAMPED
 DL1538'TREGGS 1951.
 DL1538'
 DL1538'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE EAST-WEST FENCE AND 31
 DL1538'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.  THE MARK PROJECTS
 DL1538'ABOUT 8 INCHES, AND THE DISK IS STAMPED TREGGS NO 1 1951.
 DL1538'
 DL1538'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE EAST-WEST FENCE, 37
 DL1538'FEET WEST OF THE POWER POLE MENTIONED ABOVE, AND 31 FEET SOUTH OF
 DL1538'THE CENTER OF THE GRAVELED ROAD.  THE MARK PROJECTS ABOUT 6 INCHES,
 DL1538'AND THE DISK IS STAMPED TREGGS NO 2 1951.
 DL1538'
 DL1538'TT 3 TF (USGS) IS 109 FEET WEST-SOUTHWEST OF THE POWER POLE,
 DL1538'71 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND 2 FEET
 DL1538'NORTH OF THE EAST-WEST FENCE.  THE MARK PROJECTS ABOUT 4 INCHES,
 DL1538'AND THE DISK IS STAMPED TT 3 TF 1949.
 DL1538'
 DL1538'AZIMUTH MARK IS 34 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 DL1538'GRAVELED ROAD, 5 FEET NORTHEAST OF A DEAD LOCUST TREE, AND 1 FOOT
 DL1538'WEST OF A NORTH SOUTH FENCE.  THE MARK PROJECTS ABOUT 4 INCHES,
 DL1538'AND THE DISK IS STAMPED TREGGS 1951.
 DL1538'
 DL1538'TT 3 TF (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK.  ALL
 DL1538'OTHER MARKS ARE STANDARD U.S. COAST AND GEODETIC SURVEY DISKS SET
 DL1538'THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL1538'
 DL1538'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1538
 DL1538                          STATION RECOVERY (1963)
 DL1538
 DL1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1538'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 DL1538'STATION MARK IS 9 FEET SOUTH OF THE EAST-WEST FENCE LINE.  R.M.
 DL1538'NO. 1 IS 12 FEET NORTH OF THE EAST-WEST FENCE AND TT 3 TF (USGS)
 DL1538'IS IN FIELD ABOUT 24 FEET SOUTH OF A WOODEN GATE.
 DL1538'
 DL1538'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1538'RECOVERY.
 DL1538
 DL1538                          STATION RECOVERY (1967)
 DL1538
 DL1538'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DL1538'THE STATION, AZIMUTH MARK AND TT 3 TF (USGS) WERE RECOVERED AND
 DL1538'FOUND IN GOOD CONDITION.  ABOUT 2 FEET OF SURFACE SOIL HAS BEEN
 DL1538'GRADED AWAY BETWEEN THE ROAD SHOULDER AND THE FENCE (E-W)
 DL1538'MENTIONED FOR DRAINAGE PURPOSES AND BOTH REFERENCE MARKS WERE
 DL1538'DESTROYED AT THIS TIME.
 DL1538'
 DL1538'THE 1951 DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3010 ***********************************************************************
 AE3010  FBN         -  This is a Federal Base Network Control Station.
 AE3010  DESIGNATION -  TRI COUNTY
 AE3010  PID         -  AE3010
 AE3010  STATE/COUNTY-  AR/BAXTER
 AE3010  USGS QUAD   -  BIG FLAT (1966)
 AE3010
 AE3010                         *CURRENT SURVEY CONTROL
 AE3010  ___________________________________________________________________
 AE3010* NAD 83(1997)-  36 00 05.84131(N)    092 24 19.37110(W)     ADJUSTED  
 AE3010* NAVD 88     -       388.5    (meters)    1275.     (feet)  GPS OBS   
 AE3010  ___________________________________________________________________
 AE3010  X           -    -216,822.104 (meters)                     COMP
 AE3010  Y           -  -5,161,632.569 (meters)                     COMP
 AE3010  Z           -   3,728,549.188 (meters)                     COMP
 AE3010  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 AE3010  ELLIP HEIGHT-         360.42  (meters)          (07/20/01) GPS OBS
 AE3010  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AE3010
 AE3010  HORZ ORDER  -  B
 AE3010  ELLP ORDER  -  FOURTH    CLASS I
 AE3010
 AE3010.The horizontal coordinates were established by GPS observations
 AE3010.and adjusted by the National Geodetic Survey in September 1997..
 AE3010
 AE3010.The orthometric height was determined by GPS observations and a
 AE3010.high-resolution geoid model.
 AE3010
 AE3010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3010
 AE3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3010
 AE3010.The ellipsoidal height was determined by GPS observations
 AE3010.and is referenced to NAD 83.
 AE3010
 AE3010.The geoid height was determined by GEOID03.
 AE3010
 AE3010;                    North         East     Units Scale Factor Converg.
 AE3010;SPC AR N     -   185,160.854   363,451.593   MT  0.99996240   -0 14 09.2
 AE3010;SPC AR N     -   607,481.90  1,192,424.10   sFT  0.99996240   -0 14 09.2
 AE3010;UTM  15      - 3,984,291.885   553,590.811   MT  0.99963539   +0 20 58.3
 AE3010
 AE3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3010!SPC AR N     -   0.99994344  x   0.99996240  =   0.99990584
 AE3010!UTM  15      -   0.99994344  x   0.99963539  =   0.99957885
 AE3010
 AE3010                          SUPERSEDED SURVEY CONTROL
 AE3010
 AE3010  ELLIP H (09/19/97)  360.44   (m)                       GP(       ) 4 1
 AE3010
 AE3010.Superseded values are not recommended for survey control.
 AE3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3010.See file dsdata.txt to determine how the superseded data were derived.
 AE3010
 AE3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5359184292(NAD 83)
 AE3010_MARKER: DD = SURVEY DISK
 AE3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3010_STAMPING: STA. TRI-COUNTY 1996
 AE3010_MARK LOGO: AR-005
 AE3010_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3010+STABILITY: SURFACE MOTION
 AE3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3010+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AE3010
 AE3010  HISTORY     - Date     Condition        Report By
 AE3010  HISTORY     - 1996     MONUMENTED       AR-005
 AE3010  HISTORY     - 19970211 GOOD             NGS
 AE3010  HISTORY     - 20000113 GOOD             NGS
 AE3010  HISTORY     - 20050215 GOOD             ARHD
 AE3010
 AE3010                          STATION DESCRIPTION
 AE3010
 AE3010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE3010'THE STATION IS LOCATED IN THE CITY OF BIG FLAT, ON THE FORMER
 AE3010'TRI-COUNTY SCHOOL SITE.  PROPERTY IS NOW OWNED BY THE CITY.  TO REACH
 AE3010'THE STATION FROM THE OLD BIG FLAT POST OFFICE BUILDING, GO SOUTH ON
 AE3010'STATE HIGHWAY 14 FOR 0.20 MI (0.32 KM) TO THE NEW POST OFFICE ON THE
 AE3010'RIGHT.  CONTINUE SOUTHERLY ALONG THE HIGHWAY FOR 0.10 MI (0.16 KM) TO
 AE3010'THE STATION ON THE LEFT.  THE STATION IS 263 FT (80.2 M) SOUTHEAST OF
 AE3010'THE CENTERLINE OF HIGHWAY 14, 2.4 FT (0.7 M) NORTH OF FENCE ENCLOSING
 AE3010'ATHLETIC FIELD, 261.6 FT (79.7 M) NORTHWEST OF THE CENTERLINE OF THE
 AE3010'COUNTY ROAD, 130.75 FT (39.85 M) FROM THE SOUTHWEST CORNER OF THE OLD
 AE3010'SCHOOL BUILDING, 158.42 FT (48.29 M) FROM THE NORTHWEST CORNER OF THE
 AE3010'FIRE STATION BUILDING, 39.39 FT (12.01 M) SOUTHWEST FROM THE SOUTHWEST
 AE3010'CORNER OF A 9 FOOT (2.7 M) SQUARE CONCRETE PAD AND 56.76 FEET (17.30
 AE3010'M) WEST FROM THE SOUTHWEST CORNER OF A SECOND 9 FOOT (2.7 M) SQUARE
 AE3010'CONCRETE PAD.  FOR ADDITIONAL INFORMATION CONTACT PAUL WALLA, ASPS,
 AE3010'PHONE 501-756-2772.
 AE3010
 AE3010                          STATION RECOVERY (2000)
 AE3010
 AE3010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AE3010'THE STATION IS LOCATED ABOUT 30.58 KM (19.00 MI) NORTHEAST OF
 AE3010'MARSHALL, ABOUT 37.0 KM (23.00 MI) NORTHWEST OF MOUNTAIN HOME, IN THE
 AE3010'COMMUNITY OF BIG FLAT ON THE NORTH SIDE OF A WIRE FENCE AROUND THE
 AE3010'ATHLETIC FIELD OF THE BIG FLAT SCHOOL COMPLEX.  OWNERSHIP--CITY OF BIG
 AE3010'FLAT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND
 AE3010'BAXTER COUNTY ROAD 121 LOCATED AT THE POST OFFICE IN BIG FLAT, GO
 AE3010'SOUTHEAST ON THE COUNTY ROAD FOR 0.40 KM (0.25 MI) TO THE BIG FLAT
 AE3010'FIRE STATION ON THE RIGHT.  FROM THIS POINT PARK AND PACK FROM THE
 AE3010'REAR OF THE FIRE STATION NORTHWESTERLY ONTO THE SCHOOL PROPERTY ALONG
 AE3010'THE NORTH SIDE OF THE FENCE AROUND THE ATHLETIC FIELD FOR ABOUT 53.34
 AE3010'M (175.00 FT) TO THE STATION ON THE NORTH SIDE OF THE FENCE LINE. THE
 AE3010'STATION IS A BAXTER COUNTY ALUMINUM SURVEY DISK SET IN THE TOP OF A 20
 AE3010'CM CONCRETE POST ABOUT FLUSH WITH THE GROUND.  IT IS LOCATED 79.7 M
 AE3010'(261.5 FT) NORTHWEST OF THE CENTER OF COUNTY ROAD 121, 48.31 M (158.50
 AE3010'FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE FIRE STATION, 12.04
 AE3010'M (39.50 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE WESTERLY ONE OF
 AE3010'TWO 8 X 8-FT SQUARE CONCRETE PADS IN THE LAWN, 0.6 M (2.0 FT) NORTH OF
 AE3010'THE FENCE AND 0.6 M (2.0 FT) NORTH OF A FIBERGLASS WITNESS POST SET IN
 AE3010'THE FENCE LINE.
 AE3010
 AE3010                          STATION RECOVERY (2005)
 AE3010
 AE3010'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 AE3010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0913 ***********************************************************************
 DK0913  DESIGNATION -  TRIPPE
 DK0913  PID         -  DK0913
 DK0913  STATE/COUNTY-  AR/DESHA
 DK0913  USGS QUAD   -  HALLEY (1981)
 DK0913
 DK0913                         *CURRENT SURVEY CONTROL
 DK0913  ___________________________________________________________________
 DK0913* NAD 83(1986)-  33 36 14.     (N)    091 21 34.     (W)     SCALED    
 DK0913* NAVD 88     -        44.10   (+/-2cm)     144.7    (feet)  VERTCON   
 DK0913  ___________________________________________________________________
 DK0913  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK0913
 DK0913  VERT ORDER  -  ? (See Below)
 DK0913
 DK0913.The horizontal coordinates were scaled from a topographic map and have
 DK0913.an estimated accuracy of +/- 6 seconds.
 DK0913
 DK0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0913.The vertical order pertains to the NGVD 29 superseded value.
 DK0913
 DK0913.The geoid height was determined by GEOID03.
 DK0913
 DK0913;                    North         East    Units  Estimated Accuracy
 DK0913;SPC AR S     -   504,140.      459,450.      MT  (+/- 180 meters Scaled)
 DK0913
 DK0913                          SUPERSEDED SURVEY CONTROL
 DK0913
 DK0913  NGVD 29 (??/??/??)   44.222  (m)          145.09   (f) ADJUSTED    ?  
 DK0913
 DK0913.Superseded values are not recommended for survey control.
 DK0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0913.See file dsdata.txt to determine how the superseded data were derived.
 DK0913
 DK0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT522194(NAD 83)
 DK0913_MARKER: Z = SEE DESCRIPTION
 DK0913_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0913_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0913
 DK0913  HISTORY     - Date     Condition        Report By
 DK0913  HISTORY     - UNK      MONUMENTED       DOD
 DK0913  HISTORY     - 1932     MARK NOT FOUND   CGS
 DK0913
 DK0913                          STATION DESCRIPTION
 DK0913
 DK0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DK0913'IN TRIPPE JUNCTION.
 DK0913'AT TRIPPE JUNCTION, IN THE SOUTH CORNER OF R.D. CRENSHAWS YARD, NORTH
 DK0913'OF THE WARREN BRANCH OF THE SAINT LOUIS, IRON MOUNTAIN AND SOUTHERN
 DK0913'RAILWAY TRACK, A PIPE-FLANGE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1434 ***********************************************************************
 DL1434  DESIGNATION -  TROY
 DL1434  PID         -  DL1434
 DL1434  STATE/COUNTY-  AR/OUACHITA
 DL1434  USGS QUAD   -  TROY (1973)
 DL1434
 DL1434                         *CURRENT SURVEY CONTROL
 DL1434  ___________________________________________________________________
 DL1434* NAD 83(1997)-  33 30 02.09312(N)    093 05 03.93788(W)     ADJUSTED  
 DL1434* NAVD 88     -       102.89   (+/-2cm)     337.6    (feet)  VERTCON   
 DL1434  ___________________________________________________________________
 DL1434  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DL1434  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL1434
 DL1434  HORZ ORDER  -  THIRD
 DL1434  VERT ORDER  -  THIRD ? (See Below)
 DL1434
 DL1434.The horizontal coordinates were established by classical geodetic methods
 DL1434.and adjusted by the National Geodetic Survey in September 1999..
 DL1434
 DL1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1434.The vertical order pertains to the NGVD 29 superseded value.
 DL1434
 DL1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1434
 DL1434.The geoid height was determined by GEOID03.
 DL1434
 DL1434;                    North         East     Units Scale Factor Converg.
 DL1434;SPC AR S     -   493,025.698   299,238.697   MT  0.99996158   -0 36 25.0
 DL1434;SPC AR S     - 1,617,535.14    981,752.29   sFT  0.99996158   -0 36 25.0
 DL1434;UTM  15      - 3,706,786.871   492,158.000   MT  0.99960076   -0 02 47.8
 DL1434
 DL1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1434!SPC AR S     -   0.99998800  x   0.99996158  =   0.99994958
 DL1434!UTM  15      -   0.99998800  x   0.99960076  =   0.99958876
 DL1434
 DL1434|---------------------------------------------------------------------|
 DL1434| PID    Reference Object                     Distance      Geod. Az  |
 DL1434|                                                           dddmmss.s |
 DL1434| CX6405 TROY RM 1                            23.114 METERS 03348     |
 DL1434| DL1375 LOOKOUT TOWER 93 AFC                APPROX.11.1 KM 0961315.1 |
 DL1434| DL1376 MARION                              APPROX.14.9 KM 1012929.7 |
 DL1434| CX6406 TROY RM 2                            20.920 METERS 10742     |
 DL1434| DL1459 STEPHENS MUNICIPAL TANK             APPROX.10.0 KM 1751939.0 |
 DL1434| CX6404 TROY AZ MK                                         1975324.2 |
 DL1434|---------------------------------------------------------------------|
 DL1434
 DL1434                          SUPERSEDED SURVEY CONTROL
 DL1434
 DL1434  NAD 83(1997)-  33 30 02.10169(N)    093 05 03.92995(W) AD(       ) 3
 DL1434  NAD 83(1986)-  33 30 02.10428(N)    093 05 03.92913(W) AD(       ) 3
 DL1434  NAD 27      -  33 30 01.68500(N)    093 05 03.33800(W) AD(       ) 3
 DL1434  NGVD 29 (07/19/86)  102.91   (m)          337.6    (f) LEVELING    3  
 DL1434
 DL1434.Superseded values are not recommended for survey control.
 DL1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1434.See file dsdata.txt to determine how the superseded data were derived.
 DL1434
 DL1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9215806787(NAD 83)
 DL1434_MARKER: DS = TRIANGULATION STATION DISK
 DL1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1434
 DL1434  HISTORY     - Date     Condition        Report By
 DL1434  HISTORY     - 1950     MONUMENTED       CGS
 DL1434  HISTORY     - 1960     GOOD             CGS
 DL1434  HISTORY     - 1963     GOOD             CGS
 DL1434
 DL1434                          STATION DESCRIPTION
 DL1434
 DL1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1434'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF STEPHENS, ABOUT
 DL1434'3/4 MILE SOUTHEAST OF A COMMUNITY KNOWN AS TROY AND IS ON LAND
 DL1434'OWNED BY THE TRIBBLE ESTATE.  IT IS SITUATED 30 FEET NORTH FROM THE
 DL1434'CENTER OF THE ROAD AND 12 FEET NORTH OF A WITNESS POST.  IT IS
 DL1434'STAMPED TROY 1950 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 DL1434'
 DL1434'REFERENCE MARK NO. 1 IS 1 FOOT LOWER THAN THE STATION.  IT IS
 DL1434'STAMPED TROY NO 1 1950 AND PROJECTS 3 INCHES ABOVE THE GROUND.
 DL1434'
 DL1434'REFERENCE MARK NO. 2 IS 2 FEET LOWER THAN THE STATION.  IT IS
 DL1434'STAMPED TROY NO 2 1950 AND PROJECTS 1 INCH ABOVE THE GROUND.
 DL1434'
 DL1434'THE AZIMUTH MARK IS LOCATED 20 FEET WEST FROM THE CENTER OF THE
 DL1434'ROAD AND 2.0 FEET NORTH OF A WITNESS POST.  IT IS STAMPED TROY
 DL1434'1950 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 DL1434'
 DL1434'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST WEST OF THE
 DL1434'OVERPASS IN STEPHENS, GO WEST AND NORTH FOR 0.5 MILE TO THE
 DL1434'SECOND T-ROAD ON THE LEFT, CONTINUE NORTH ON THE GRAVELED ROAD
 DL1434'FOR 5.9 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 DL1434'AHEAD FOR 0.6 MILE TO A T-ROAD ON THE RIGHT, TURN RIGHT ON
 DL1434'THE SANDY ROAD AND GO EASTERLY FOR 0.2 MILE TO THE STATION
 DL1434'ON THE LEFT AS DESCRIBED.
 DL1434'
 DL1434'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DL1434
 DL1434                          STATION RECOVERY (1960)
 DL1434
 DL1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 DL1434'THE STATION WAS VISITED 5-25-60 AND ALL MARKS WERE FOUND IN
 DL1434'GOOD CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE
 DL1434'BY THE ARKANSAS STATE HIGHWAY DEPARTMENT BUT DUE TO DENSE TIMBER
 DL1434'GROWTH BETWEEN THE AZIMUTH MARK AND THE STATION THIS COULD NOT
 DL1434'BE DONE.  THE MARK WILL BE WELL GUARDED DURING CONSTRUCTION AND
 DL1434'REMAIN IN ITS ORIGINAL LOCATION.  A NEW DESCRIPTION FOLLOWS--
 DL1434'
 DL1434'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF STEPHENS, 16 MILES
 DL1434'SOUTHWEST OF CAMDEN, 0.2 MILE EAST OF STATE HIGHWAY 57, 0.4 MILE
 DL1434'EAST OF THE REDDICK CEMETERY AND 0.6 MILE SOUTHEAST OF THE
 DL1434'SILVER SPRING METHODIST CHURCH, ON THE RIGHT-OF-WAY OF A COUNTY
 DL1434'ROAD AND OPPOSITE A SMALL FIELD ON THE SOUTH SIDE OF THE ROAD.
 DL1434'IT IS ABOUT 150 YARDS WEST-NORTHWEST OF A FARM HOUSE AND ON THE
 DL1434'HIGHEST PART OF A SMALL HILL, ON LAND OWNED BY THE TRIBBLE
 DL1434'ESTATE.  IT IS 35 FEET NORTH OF THE CENTER OF THE ROAD, 55
 DL1434'FEET NORTH OF THE FENCE LINE ON THE SOUTH SIDE OF THE ROAD, 55
 DL1434'FEET OF A POWER POLE, 38 FEET WEST OF A TRACK ROAD LEADING
 DL1434'NORTH, 13 FEET NORTH OF A WHITE WOODEN WITNESS POST AND 1
 DL1434'FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 DL1434'DISK, STAMPED TROY 1950, PROJECTING 2 INCHES.
 DL1434'REFERENCE MARK NO. 1 IS 75.83 FEET NORTHEAST
 DL1434'OF THE STATION, 46 FEET WEST OF THE CENTER OF THE TRACK ROAD
 DL1434'LEADING NORTH AND 1 FOOT NORTH OF A WITNESS POST.  IT IS A
 DL1434'STANDARD DISK, STAMPED TROY NO 2 1950, FLUSH WITH THE
 DL1434'GROUND.
 DL1434'
 DL1434'REFERENCE MARK NO. 2 IS 68.63 FEET EAST-SOUTHEAST OF THE STATION,
 DL1434'38 FEET NORTH OF THE CENTER OF THE COUNTY ROAD, 25 FEET
 DL1434'EAST OF THE CENTER OF THE WOODS ROAD LEADING NORTH, 84 FEET
 DL1434'NORTHEAST OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS
 DL1434'POST.  1 IT IS A STANDARD DISK, STAMPED TROY NO 2 1950, PROJECTING
 DL1434'2 INCHES.
 DL1434'
 DL1434'THE AZIMUTH MARK IS 0.6 MILE SOUTH-SOUTHWEST OF THE STATION ON
 DL1434'THE RIGHT-OF-WAY OF STATE HIGHWAY 57, AT THE EAST EDGE OF A
 DL1434'CULTIVATED FIELD, 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DL1434'14 FEET EAST OF A FENCE LINE, 32 FEET NORTHEAST OF A FENCE
 DL1434'CORNER, 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 DL1434'HOUSE, 94 FEET WEST OF A WELL AND 1 FOOT WEST OF A METAL WITNESS
 DL1434'POST.  IT IS A STANDARD DISK, STAMPED TROY 1950, PROJECTING 4
 DL1434'INCHES.
 DL1434'
 DL1434'TO REACH THE STATION FROM CAMDEN GO WEST ON STATE HIGHWAY
 DL1434'24 FOR 2.5 MILES TO THE JUNCTION WITH STATE HIGHWAY 4, KEEP LEFT
 DL1434'AND GO WEST ON STATE HIGHWAY 4 FOR 12.7 MILES TO A CROSSROAD AND
 DL1434'JUNCTION WITH STATE HIGHWAY 57, TURN LEFT AND GO SOUTH ON STATE
 DL1434'HIGHWAY 57 FOR 1.3 MILES TO A FORK, AND THE ANTIOCH BAPTIST
 DL1434'CHURCH ON THE RIGHT, TAKE RIGHT FORK AND GO SOUTH FOR 1.8 MILES
 DL1434'TO THE SILVER SPRINGS METHODIST CHURCH ON THE RIGHT, CONTINUE
 DL1434'SOUTH FOR 0.5 MILE TO A SIDE ROAD LEFT TURN LEFT AND GO 0.2
 DL1434'MILE TO THE STATION ON THE LEFT.
 DL1434'
 DL1434'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON COUNTY
 DL1434'ROAD FOR 0.2 MILE TO STATE HIGHWAY 57, TURN LEFT AND GO SOUTH
 DL1434'OFR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DL1434
 DL1434                          STATION RECOVERY (1963)
 DL1434
 DL1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1434'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 DL1434'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK OUT
 DL1434'OF THE WAY OF HIGHWAY CONSTRUCTION.  UPON INVESTIGATION IT
 DL1434'WAS FOUND THAT THE LINE BETWEEN THE STATION AND THE AZIMUTH
 DL1434'MARK COULD NOT BE OBSERVED DUE TO TREES THAT HAD GROWN UP ON
 DL1434'LINE.  AN EXCESSIVE AMOUNT OF CLEARING WOULD HAVE BEEN REQUIRED
 DL1434'TO CLEAR THE LINE SO THE AZIMUTH MARK WAS DESTROYED.
 DL1434'
 DL1434'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM STEPHENS WAS
 DL1434'NOT CHECKED AT THE TIME THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0763 ***********************************************************************
 FF0763  DESIGNATION -  TRUMANN
 FF0763  PID         -  FF0763
 FF0763  STATE/COUNTY-  AR/POINSETT
 FF0763  USGS QUAD   -  TRUMANN (1983)
 FF0763
 FF0763                         *CURRENT SURVEY CONTROL
 FF0763  ___________________________________________________________________
 FF0763* NAD 83(1997)-  35 40 41.27604(N)    090 30 38.99090(W)     ADJUSTED  
 FF0763* NAVD 88     -        67.346  (meters)     220.95   (feet)  ADJUSTED  
 FF0763  ___________________________________________________________________
 FF0763  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 FF0763  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF0763  DYNAMIC HT  -          67.288 (meters)     220.76  (feet)  COMP
 FF0763  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 FF0763
 FF0763  HORZ ORDER  -  FIRST
 FF0763  VERT ORDER  -  FIRST     CLASS II
 FF0763
 FF0763.The horizontal coordinates were established by classical geodetic methods
 FF0763.and adjusted by the National Geodetic Survey in September 1999..
 FF0763
 FF0763.The orthometric height was determined by differential leveling
 FF0763.and adjusted by the National Geodetic Survey in June 1991..
 FF0763
 FF0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0763
 FF0763.The geoid height was determined by GEOID03.
 FF0763
 FF0763.The dynamic height is computed by dividing the NAVD 88
 FF0763.geopotential number by the normal gravity value computed on the
 FF0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0763.degrees latitude (g = 980.6199 gals.).
 FF0763
 FF0763.The modeled gravity was interpolated from observed gravity values.
 FF0763
 FF0763;                    North         East     Units Scale Factor Converg.
 FF0763;SPC AR N     -   150,213.681   534,798.871   MT  0.99993727   +0 51 59.6
 FF0763;SPC AR N     -   492,826.05  1,754,585.96   sFT  0.99993727   +0 51 59.6
 FF0763;UTM  15      - 3,951,104.618   725,273.821   MT  1.00022540   +1 27 08.5
 FF0763
 FF0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0763!SPC AR N     -   0.99999381  x   0.99993727  =   0.99993108
 FF0763!UTM  15      -   0.99999381  x   1.00022540  =   1.00021920
 FF0763
 FF0763|---------------------------------------------------------------------|
 FF0763| PID    Reference Object                     Distance      Geod. Az  |
 FF0763|                                                           dddmmss.s |
 FF0763| FF0765 TRUMANN RM 1                         37.199 METERS 10133     |
 FF0763| FF2113 TRUMANN FEDERAL COMPRESS W TK       APPROX. 0.6 KM 1311529.0 |
 FF0763| FF0766 A 4                                                1455437.3 |
 FF0763| FF2114 TRUMANN POINSETT LUMBER CO STK      APPROX. 0.5 KM 1753518.6 |
 FF0763| FF0764 TRUMANN RM 2                         26.661 METERS 17625     |
 FF0763|---------------------------------------------------------------------|
 FF0763
 FF0763                          SUPERSEDED SURVEY CONTROL
 FF0763
 FF0763  NAD 83(1997)-  35 40 41.28117(N)    090 30 38.98942(W) AD(       ) 1
 FF0763  NAD 83(1986)-  35 40 41.28817(N)    090 30 38.99067(W) AD(       ) 1
 FF0763  NAD 27      -  35 40 41.00430(N)    090 30 38.60850(W) AD(       ) 1
 FF0763  NGVD 29 (??/??/??)   67.264  (m)          220.68   (f) ADJUSTED    1 2
 FF0763
 FF0763.Superseded values are not recommended for survey control.
 FF0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0763.See file dsdata.txt to determine how the superseded data were derived.
 FF0763
 FF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2527451105(NAD 83)
 FF0763_MARKER: DS = TRIANGULATION STATION DISK
 FF0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0763_STAMPING: TRUMANN 1954
 FF0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0763+STABILITY: SURFACE MOTION
 FF0763
 FF0763  HISTORY     - Date     Condition        Report By
 FF0763  HISTORY     - 1954     MONUMENTED       CGS
 FF0763  HISTORY     - 1956     GOOD             CGS
 FF0763  HISTORY     - 1978     GOOD             USGS
 FF0763  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0763
 FF0763                          STATION DESCRIPTION
 FF0763
 FF0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0763'THE STATION IS LOCATED IN THE NORTHEASTERLY SECTION OF TRUMANNIN
 FF0763'THE SOUTHWEST ANGLE FORMED BY THE CROSSING OF THE FRISCO
 FF0763'AND COTTON BELT RAILROADS.  IT IS IN THE NORTHEAST CORNER OF
 FF0763'THE COTTON BELT DEPOT YARD, 145 FEET WEST-SOUTHWEST OF A
 FF0763'TELEGRAPH POLE, (MILE POST NO. 140),, 116 FEET SOUTH OF THE
 FF0763'SOUTH RAIL OF THE COTTON BELT RAILROAD TRACK, AND 88.5 FEET
 FF0763'NORTHEAST OF THE NORTHEAST CORNER OF THE COTTON BELT RAILROAD
 FF0763'DEPOT.  THE DISK IS SET FLUSH AND IS STAMPED TRUMANN 1954.
 FF0763'
 FF0763'R.M. NO. 1 IS SET IN A DRILL HOLE AT THE WEST EDGE OF A CONCRETE
 FF0763'SIDEWALK, 25 FEET NORTH OF A TELEPHONE TRANSFORMER POLE AND
 FF0763'14 FEET SOUTH OF A FIRE HYDRANT.  IT IS SET FLUSH AND IS STAMPED
 FF0763'TRUMANN NO 1 1954.
 FF0763'
 FF0763'R.M. NO. 2 IS SET IN A DRILL HOLE IN THE LOWER CONCRETE STEP
 FF0763'AT THE NORTHEAST ENTRANCE TO THE COTTON BELT DEPOT.  IT IS SET
 FF0763'FLUSH AND IS STAMPED TRUMANN NO 2 1954.
 FF0763'
 FF0763'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 130.28
 FF0763'FEET.
 FF0763'
 FF0763'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN A
 FF0763'CONCRETE BLOCK ABOUT 10 INCHES SQUARE.  IT IS 29 FEET WEST
 FF0763'OF THE WEST RAIL OF THE FRISCO RAILROAD TRACK, 16 FEET SOUTH
 FF0763'OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A WITNESS POST.
 FF0763'IT PROJECTS 4 INCHES AND IS STAMPED 222.021 A 4 1928.
 FF0763'
 FF0763'TO REACH THE STATION IN TRUMANN GO TO THE NORTHEAST SECTION
 FF0763'OF TOWN TO THE COTTON BELT RAILROAD DEPOT AND THE STATION
 FF0763'MARK IN THE NORTHEAST CORNER OF THE DEPOT YARD AS DESCRIBED.
 FF0763'
 FF0763'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A
 FF0763'GRAVELED STREET FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 FF0763'AS DESCRIBED.
 FF0763'
 FF0763'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF0763
 FF0763                          STATION RECOVERY (1956)
 FF0763
 FF0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0763'AT TRUMANN.
 FF0763'AT TRUMANN, ABOUT 0.3 MILE NORTHWEST ALONG THE ST. LOUIS-SAN
 FF0763'FRANCISCO RAILWAY FROM THE STATION, IN SOUTH QUARTER OF INTERSECTION
 FF0763'OF ST. LOUIS SOUTHWESTERN RAILWAY, IN A GRASS PLOT, 228 FEET
 FF0763'SOUTHWEST AND ACROSS A STREET FROM THE SOUTHWEST RAIL OF THE
 FF0763'ST. L. S.F. RY., 251 FEET SOUTH-SOUTHWEST OF CENTER OF INTERSECTION
 FF0763'OF TRACKS, 115 FEET SOUTH-SOUTHEAST AND ACROSS A STREET FROM
 FF0763'THE NEAR RAIL OF THE ST. L. SW RY., 89 FEET NORTH-NORTHWEST
 FF0763'OF NORTH CORNER OF ST. L. SW RY. STATION, 56 FEET SOUTH-SOUTHWEST
 FF0763'OF CENTER LINE OF A STREET WHICH PASSES UNDER THE ST. L. SW RY.,
 FF0763'122.1 FEET WEST OF RM NO. 1, 87.5 FEET NORTH-NORTHWEST OF RM
 FF0763'NO. 2 AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH
 FF0763'UNDERGROUND.
 FF0763
 FF0763                          STATION RECOVERY (1978)
 FF0763
 FF0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JWW)
 FF0763'AT TRUMANN, 0.8 MI. E OF JCT. OF U.S. HWY. 63 AND STATE HWY. 69
 FF0763'AND T-12-N, R-5-E, NEAR SE COR. OF SW 1/4 SEC. 12.  228 FT. SW
 FF0763'AND ACROSS MELTON ST. FROM SW RAIL OF THE ST. L. S. F. RY.  56
 FF0763'FT. S OF E OF STATE HWY. 69 AT CURVE.  IN GRAVEL LOT.  89 FT. NNW
 FF0763'OF N COR. OF ST. L. S. F. RY. STA.  13 FT. SE OF SE COR. OF
 FF0763'CEN. SLAB.  6 INCHES BELOW SURFACE.  A STND. USC AND GS
 FF0763'TRIANGULATION DISK STAMPED TRUMANN 1954.
 FF0763
 FF0763                          STATION RECOVERY (1992)
 FF0763
 FF0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0763'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2113 ***********************************************************************
 FF2113  DESIGNATION -  TRUMANN FEDERAL COMPRESS W TK
 FF2113  PID         -  FF2113
 FF2113  STATE/COUNTY-  AR/POINSETT
 FF2113  USGS QUAD   -  TRUMANN (1983)
 FF2113
 FF2113                         *CURRENT SURVEY CONTROL
 FF2113  ___________________________________________________________________
 FF2113* NAD 83(1997)-  35 40 28.96929(N)    090 30 21.79777(W)     ADJUSTED  
 FF2113* NAVD 88     -                                                        
 FF2113  ___________________________________________________________________
 FF2113  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 FF2113  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF2113
 FF2113  HORZ ORDER  -  THIRD
 FF2113
 FF2113.The horizontal coordinates were established by classical geodetic methods
 FF2113.and adjusted by the National Geodetic Survey in September 1999..
 FF2113
 FF2113
 FF2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2113
 FF2113.The geoid height was determined by GEOID03.
 FF2113
 FF2113;                    North         East     Units Scale Factor Converg.
 FF2113;SPC AR N     -   149,841.000   535,236.902   MT  0.99993718   +0 52 09.6
 FF2113;SPC AR N     -   491,603.35  1,756,023.07   sFT  0.99993718   +0 52 09.6
 FF2113;UTM  15      - 3,950,736.328   725,715.767   MT  1.00022786   +1 27 18.1
 FF2113
 FF2113                          SUPERSEDED SURVEY CONTROL
 FF2113
 FF2113  NAD 83(1997)-  35 40 28.97432(N)    090 30 21.79613(W) AD(       ) 4
 FF2113  NAD 83(1986)-  35 40 28.98146(N)    090 30 21.79755(W) AD(       ) 4
 FF2113  NAD 27      -  35 40 28.69600(N)    090 30 21.41500(W) AD(       ) 3
 FF2113
 FF2113.Superseded values are not recommended for survey control.
 FF2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2113.See file dsdata.txt to determine how the superseded data were derived.
 FF2113
 FF2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2571650736(NAD 83)
 FF2113_MARKER: 53 = ELEVATED TANK
 FF2113
 FF2113  HISTORY     - Date     Condition        Report By
 FF2113  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2113
 FF2113                          STATION DESCRIPTION
 FF2113
 FF2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2113'THE STATION IS LOCATED ON THE PLANT GROUNDS OF THE FEDERAL
 FF2113'COMPRESS COMPANY NEAR THE WEST EDGE OF TRUMANN AND IS THE
 FF2113'MOST WESTERLY AND THE SMALLER OF TWO COMPANY TANKS.  IT IS
 FF2113'A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, IS
 FF2113'PAINTED SILVER, HAS A CONICAL ROOF WITH A BALL AT THE APEX
 FF2113'AND IS 100.0 FEET HIGH.
 FF2113'
 FF2113'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2114 ***********************************************************************
 FF2114  DESIGNATION -  TRUMANN POINSETT LUMBER CO STK
 FF2114  PID         -  FF2114
 FF2114  STATE/COUNTY-  AR/POINSETT
 FF2114  USGS QUAD   -  TRUMANN (1983)
 FF2114
 FF2114                         *CURRENT SURVEY CONTROL
 FF2114  ___________________________________________________________________
 FF2114* NAD 83(1997)-  35 40 24.58016(N)    090 30 37.41234(W)     ADJUSTED  
 FF2114* NAVD 88     -                                                        
 FF2114  ___________________________________________________________________
 FF2114  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FF2114  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FF2114
 FF2114  HORZ ORDER  -  THIRD
 FF2114
 FF2114.The horizontal coordinates were established by classical geodetic methods
 FF2114.and adjusted by the National Geodetic Survey in September 1999..
 FF2114
 FF2114
 FF2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2114
 FF2114.The geoid height was determined by GEOID03.
 FF2114
 FF2114;                    North         East     Units Scale Factor Converg.
 FF2114;SPC AR N     -   149,699.801   534,846.344   MT  0.99993714   +0 52 00.5
 FF2114;SPC AR N     -   491,140.10  1,754,741.71   sFT  0.99993714   +0 52 00.5
 FF2114;UTM  15      - 3,950,591.102   725,326.560   MT  1.00022569   +1 27 08.9
 FF2114
 FF2114                          SUPERSEDED SURVEY CONTROL
 FF2114
 FF2114  NAD 83(1997)-  35 40 24.58469(N)    090 30 37.41083(W) AD(       ) 4
 FF2114  NAD 83(1986)-  35 40 24.59225(N)    090 30 37.41209(W) AD(       ) 4
 FF2114  NAD 27      -  35 40 24.31200(N)    090 30 37.03000(W) AD(       ) 3
 FF2114
 FF2114.Superseded values are not recommended for survey control.
 FF2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2114.See file dsdata.txt to determine how the superseded data were derived.
 FF2114
 FF2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2532750591(NAD 83)
 FF2114_MARKER: 63 = STACK
 FF2114
 FF2114  HISTORY     - Date     Condition        Report By
 FF2114  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2114
 FF2114                          STATION DESCRIPTION
 FF2114
 FF2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2114'THE STATION IS LOCATED NEAR THE CENTER OF THE PLANT GROUNDS OF
 FF2114'THE POINSETT LUMBER AND MANUFACTURING COMPANY IN TRUMANN.  IT IS
 FF2114'A CYLINDRICAL BRICK MASONRY STRUCTURE, IS 16.0 FEET IN DIAMETER
 FF2114'AT THE BASE, 8.5 FEET IN DIAMETER AT THE TOP AND IS 175.0 FEET
 FF2114'HIGH.
 FF2114'
 FF2114'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0765 ***********************************************************************
 FF0765  DESIGNATION -  TRUMANN RM 1
 FF0765  PID         -  FF0765
 FF0765  STATE/COUNTY-  AR/POINSETT
 FF0765  USGS QUAD   -  TRUMANN (1983)
 FF0765
 FF0765                         *CURRENT SURVEY CONTROL
 FF0765  ___________________________________________________________________
 FF0765* NAD 83(1986)-  35 40 42.     (N)    090 30 35.     (W)     SCALED    
 FF0765* NAVD 88     -        67.371  (meters)     221.03   (feet)  ADJUSTED  
 FF0765  ___________________________________________________________________
 FF0765  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF0765  DYNAMIC HT  -          67.312 (meters)     220.84  (feet)  COMP
 FF0765  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 FF0765
 FF0765  VERT ORDER  -  FIRST     CLASS II
 FF0765
 FF0765.The horizontal coordinates were scaled from a topographic map and have
 FF0765.an estimated accuracy of +/- 6 seconds.
 FF0765
 FF0765.The orthometric height was determined by differential leveling
 FF0765.and adjusted by the National Geodetic Survey in June 1991..
 FF0765
 FF0765.The geoid height was determined by GEOID03.
 FF0765
 FF0765.The dynamic height is computed by dividing the NAVD 88
 FF0765.geopotential number by the normal gravity value computed on the
 FF0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0765.degrees latitude (g = 980.6199 gals.).
 FF0765
 FF0765.The modeled gravity was interpolated from observed gravity values.
 FF0765
 FF0765;                    North         East    Units  Estimated Accuracy
 FF0765;SPC AR N     -   150,240.      534,900.      MT  (+/- 180 meters Scaled)
 FF0765
 FF0765                          SUPERSEDED SURVEY CONTROL
 FF0765
 FF0765  NGVD 29 (??/??/??)   67.288  (m)          220.76   (f) ADJUSTED    1 2
 FF0765
 FF0765.Superseded values are not recommended for survey control.
 FF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0765.See file dsdata.txt to determine how the superseded data were derived.
 FF0765
 FF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV253511(NAD 83)
 FF0765_MARKER: DR = REFERENCE MARK DISK
 FF0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0765_SP_SET: SIDEWALK
 FF0765_STAMPING: TRUMANN NO 1 1954
 FF0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0765
 FF0765  HISTORY     - Date     Condition        Report By
 FF0765  HISTORY     - 1954     MONUMENTED       CGS
 FF0765  HISTORY     - 1956     GOOD             CGS
 FF0765  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0765
 FF0765                          STATION DESCRIPTION
 FF0765
 FF0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0765'AT TRUMANN.
 FF0765'AT TRUMANN, ABOUT 0.3 MILE NORTHWEST ALONG THE ST. LOUIS-SAN
 FF0765'FRANCISCO RAILWAY FROM THE STATION, IN THE SOUTH ANGLE OF
 FF0765'INTERSECTION OF THE ST. LOUIS SOUTHWESTERN RAILWAY, 110 1/2
 FF0765'FEET NORTHEAST OF EAST CORNER OF ST. LOUIS SOUTHWESTERN RAILWAY
 FF0765'STATION, 122.1 FEET EAST OF TRIANGULATION STATION TRUMANN,
 FF0765'130.3 FEET EAST-NORTHEAST OF RM NO. 2, IN THE TOP OF A CONCRETE
 FF0765'SIDE WALK, 22 FEET SOUTHEAST OF AN ANGLE FORMED AT TURN IN
 FF0765'SIDE WALK EXTENDING SOUTHEAST AND WEST-SOUTHWEST, 14 FEET
 FF0765'EAST-SOUTHEAST OF A FIRE HYDRANT, 1/2 FOOT NORTHEAST OF SOUTHWEST
 FF0765'EDGE OF SIDE WALK AND SET IN A DRILL HOLE.  NOTE-- THIS MARK
 FF0765'SHOULD BE USED WITH CAUTION AS IT IS DOUBTFUL IF SIDEWALK IS
 FF0765'STABLE.
 FF0765
 FF0765                          STATION RECOVERY (1992)
 FF0765
 FF0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0765'THE DESCRIBED SIDEWALK HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0764 ***********************************************************************
 FF0764  DESIGNATION -  TRUMANN RM 2
 FF0764  PID         -  FF0764
 FF0764  STATE/COUNTY-  AR/POINSETT
 FF0764  USGS QUAD   -  TRUMANN (1983)
 FF0764
 FF0764                         *CURRENT SURVEY CONTROL
 FF0764  ___________________________________________________________________
 FF0764* NAD 83(1986)-  35 40 41.     (N)    090 30 34.     (W)     SCALED    
 FF0764* NAVD 88     -        67.629  (meters)     221.88   (feet)  ADJUSTED  
 FF0764  ___________________________________________________________________
 FF0764  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF0764  DYNAMIC HT  -          67.571 (meters)     221.69  (feet)  COMP
 FF0764  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 FF0764
 FF0764  VERT ORDER  -  FIRST     CLASS II
 FF0764
 FF0764.The horizontal coordinates were scaled from a topographic map and have
 FF0764.an estimated accuracy of +/- 6 seconds.
 FF0764
 FF0764.The orthometric height was determined by differential leveling
 FF0764.and adjusted by the National Geodetic Survey in June 1991..
 FF0764
 FF0764.The geoid height was determined by GEOID03.
 FF0764
 FF0764.The dynamic height is computed by dividing the NAVD 88
 FF0764.geopotential number by the normal gravity value computed on the
 FF0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0764.degrees latitude (g = 980.6199 gals.).
 FF0764
 FF0764.The modeled gravity was interpolated from observed gravity values.
 FF0764
 FF0764;                    North         East    Units  Estimated Accuracy
 FF0764;SPC AR N     -   150,210.      534,920.      MT  (+/- 180 meters Scaled)
 FF0764
 FF0764                          SUPERSEDED SURVEY CONTROL
 FF0764
 FF0764  NGVD 29 (??/??/??)   67.547  (m)          221.61   (f) ADJUSTED    1 2
 FF0764
 FF0764.Superseded values are not recommended for survey control.
 FF0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0764.See file dsdata.txt to determine how the superseded data were derived.
 FF0764
 FF0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV254510(NAD 83)
 FF0764_MARKER: DR = REFERENCE MARK DISK
 FF0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0764_SP_SET: STEP
 FF0764_STAMPING: TRUMANN NO 2 1954
 FF0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0764
 FF0764  HISTORY     - Date     Condition        Report By
 FF0764  HISTORY     - 1954     MONUMENTED       CGS
 FF0764  HISTORY     - 1956     GOOD             CGS
 FF0764  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0764
 FF0764                          STATION DESCRIPTION
 FF0764
 FF0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0764'AT TRUMANN.
 FF0764'AT TRUMANN, ABOUT 0.3 MILE NORTHEAST ALONG THE ST. LOUIS-SAN
 FF0764'FRANCISCO RAILWAY FROM THE STATION AT TRUMANN, IN THE SOUTH
 FF0764'ANGLE OF INTERSECTION OF THE ST. LOUIS SOUTHWESTERN RAILWAY,
 FF0764'IN THE TOP OF THE NORTHEAST END OF THE BOTTOM STEP OF THE
 FF0764'NORTHWEST ENTRANCE TO THE ST. LOUIS SOUTHWESTERN RAILWAY STATION,
 FF0764'87.5 FEET SOUTH-SOUTHEAST OF STATION MARK, 130.3 FEET
 FF0764'WEST-SOUTHWEST OF RM NO. 1, 1/2 FOOT SOUTHWEST OF NORTHEAST
 FF0764'END OF STEP AND 1/4 FOOT ABOVE GROUND.
 FF0764
 FF0764                          STATION RECOVERY (1992)
 FF0764
 FF0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0764'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2052 ***********************************************************************
 FF2052  DESIGNATION -  TRYONZA MUNICIPAL TANK
 FF2052  PID         -  FF2052
 FF2052  STATE/COUNTY-  AR/POINSETT
 FF2052  USGS QUAD   -  TYRONZA (1974)
 FF2052
 FF2052                         *CURRENT SURVEY CONTROL
 FF2052  ___________________________________________________________________
 FF2052* NAD 83(1997)-  35 29 24.47664(N)    090 21 28.29329(W)     ADJUSTED  
 FF2052* NAVD 88     -                                                        
 FF2052  ___________________________________________________________________
 FF2052  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FF2052  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF2052
 FF2052  HORZ ORDER  -  THIRD
 FF2052
 FF2052.The horizontal coordinates were established by classical geodetic methods
 FF2052.and adjusted by the National Geodetic Survey in September 1999..
 FF2052
 FF2052
 FF2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2052
 FF2052.The geoid height was determined by GEOID03.
 FF2052
 FF2052;                    North         East     Units Scale Factor Converg.
 FF2052;SPC AR N     -   129,579.258   548,992.397   MT  0.99993728   +0 57 20.0
 FF2052;SPC AR N     -   425,127.95  1,801,152.56   sFT  0.99993728   +0 57 20.0
 FF2052;UTM  15      - 3,930,608.806   739,681.153   MT  1.00030799   +1 32 04.8
 FF2052
 FF2052                          SUPERSEDED SURVEY CONTROL
 FF2052
 FF2052  NAD 83(1997)-  35 29 24.47830(N)    090 21 28.29249(W) AD(       ) 4
 FF2052  NAD 83(1986)-  35 29 24.48840(N)    090 21 28.29320(W) AD(       ) 4
 FF2052  NAD 27      -  35 29 24.19000(N)    090 21 27.93300(W) AD(       ) 3
 FF2052
 FF2052.Superseded values are not recommended for survey control.
 FF2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2052.See file dsdata.txt to determine how the superseded data were derived.
 FF2052
 FF2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3968130609(NAD 83)
 FF2052_MARKER: 53 = ELEVATED TANK
 FF2052_SETTING: 0 = UNSPECIFIED SETTING
 FF2052
 FF2052  HISTORY     - Date     Condition        Report By
 FF2052  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF2052
 FF2052                          STATION DESCRIPTION
 FF2052
 FF2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF2052'THE STATION IS LOCATED IN THE CENTER OF TRYONZA.  IT IS AN
 FF2052'ELEVATED TANK, SUPPORTED ON FOUR LEGS, ALUMINUM IN COLOR,
 FF2052'AND ABOUT 125 FEET HIGH.  THIS TANK HAS A CAPACITY OF 50,000
 FF2052'GALLONS AND WAS BUILT IN 1935.  THE POINT OBSERVED ON WAS
 FF2052'THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0066 ***********************************************************************
 EJ0066  DESIGNATION -  TS 6 B RM
 EJ0066  PID         -  EJ0066
 EJ0066  STATE/COUNTY-  AR/PULASKI
 EJ0066  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0066
 EJ0066                         *CURRENT SURVEY CONTROL
 EJ0066  ___________________________________________________________________
 EJ0066* NAD 83(1986)-  34 45 23.     (N)    092 15 17.     (W)     SCALED    
 EJ0066* NAVD 88     -        79.498  (meters)     260.82   (feet)  ADJUSTED  
 EJ0066  ___________________________________________________________________
 EJ0066  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0066  DYNAMIC HT  -          79.425 (meters)     260.58  (feet)  COMP
 EJ0066  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 EJ0066
 EJ0066  VERT ORDER  -  FIRST     CLASS II
 EJ0066
 EJ0066.The horizontal coordinates were scaled from a topographic map and have
 EJ0066.an estimated accuracy of +/- 6 seconds.
 EJ0066
 EJ0066.The orthometric height was determined by differential leveling
 EJ0066.and adjusted by the National Geodetic Survey in June 1991..
 EJ0066
 EJ0066.The geoid height was determined by GEOID03.
 EJ0066
 EJ0066.The dynamic height is computed by dividing the NAVD 88
 EJ0066.geopotential number by the normal gravity value computed on the
 EJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0066.degrees latitude (g = 980.6199 gals.).
 EJ0066
 EJ0066.The modeled gravity was interpolated from observed gravity values.
 EJ0066
 EJ0066;                    North         East    Units  Estimated Accuracy
 EJ0066;SPC AR S     -   631,810.      376,680.      MT  (+/- 180 meters Scaled)
 EJ0066
 EJ0066                          SUPERSEDED SURVEY CONTROL
 EJ0066
 EJ0066  NGVD 29 (??/??/92)   79.55   (m)          261.0    (f) COMPUTED    1 2
 EJ0066
 EJ0066.Superseded values are not recommended for survey control.
 EJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0066.See file dsdata.txt to determine how the superseded data were derived.
 EJ0066
 EJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU682462(NAD 83)
 EJ0066_MARKER: DR = REFERENCE MARK DISK
 EJ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0066_STAMPING: T S 6 B
 EJ0066_MARK LOGO: USE   
 EJ0066_PROJECTION: FLUSH
 EJ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0066+STABILITY: SURFACE MOTION
 EJ0066
 EJ0066  HISTORY     - Date     Condition        Report By
 EJ0066  HISTORY     - UNK      MONUMENTED       DOD
 EJ0066  HISTORY     - 1967     GOOD             NGS
 EJ0066  HISTORY     - 1984     GOOD             NGS
 EJ0066  HISTORY     - 1989     GOOD             USPSQD
 EJ0066  HISTORY     - 1990     GOOD             USPSQD
 EJ0066
 EJ0066                          STATION DESCRIPTION
 EJ0066
 EJ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0066'IN NORTH LITTLE ROCK.
 EJ0066'IT IS 101 FEET WEST OF THE NORTHWEST CORNER OF THE CHICAGO, ROCK
 EJ0066'ISLAND AND PACIFIC RAILROAD STATION, 65 FEET NORTH OF THE CENTER OF
 EJ0066'EAST 4TH STREET, 24 FEET SOUTH OF MILEPOST 131.9, 14 FEET SOUTH OF THE
 EJ0066'SOUTH RAIL OF THE MAIN TRACK AT THE SOUTHWEST CORNER OF THE BRICK
 EJ0066'PLATFORM IN FRONT OF THE STATION AND SET IN THE TOP OF A ROUND
 EJ0066'CONCRETE POST PROJECTING 5 INCHES.
 EJ0066
 EJ0066                          STATION RECOVERY (1984)
 EJ0066
 EJ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0066'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.  NEW
 EJ0066'DESCRIPTION FOLLOWS.  IN NORTH LITTLE ROCK, AT THE JUNCTION OF NORTH
 EJ0066'HAZEL STREET AND EAST FOURTH STREET, 30.78 METERS (101.0 FT) WEST OF
 EJ0066'THE NORTHWEST CORNER OF THE OLD CHICAGO ROCK ISLAND AND PACIFIC
 EJ0066'RAILROAD STATION, 4.26 METERS (14.0 FT) SOUTH OF THE SOUTH RAIL OF THE
 EJ0066'SOUTH TRACK, AND 0.42 METERS (1.4 FT) SOUTHEAST OF A GALVANIZED POST.
 EJ0066'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EJ0066'THE MARK IS ABOVE LEVEL WITH TRACKS.
 EJ0066
 EJ0066                          STATION RECOVERY (1989)
 EJ0066
 EJ0066'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0066'RECOVERED IN GOOD CONDITION.
 EJ0066
 EJ0066                          STATION RECOVERY (1990)
 EJ0066
 EJ0066'RECOVERY NOTE BY US POWER SQUADRON 1990 (GD)
 EJ0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0167 ***********************************************************************
 DL0167  DESIGNATION -  TT 1 LS
 DL0167  PID         -  DL0167
 DL0167  STATE/COUNTY-  AR/BRADLEY
 DL0167  USGS QUAD   -  VICK (1985)
 DL0167
 DL0167                         *CURRENT SURVEY CONTROL
 DL0167  ___________________________________________________________________
 DL0167* NAD 83(1997)-  33 17 35.06543(N)    092 04 27.66198(W)     ADJUSTED  
 DL0167* NAVD 88     -        32.787  (meters)     107.57   (feet)  ADJUSTED  
 DL0167  ___________________________________________________________________
 DL0167  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 DL0167  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DL0167  DYNAMIC HT  -          32.753 (meters)     107.46  (feet)  COMP
 DL0167  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 DL0167
 DL0167  HORZ ORDER  -  SECOND
 DL0167  VERT ORDER  -  SECOND    CLASS 0
 DL0167
 DL0167.The horizontal coordinates were established by classical geodetic methods
 DL0167.and adjusted by the National Geodetic Survey in September 1999..
 DL0167
 DL0167.The orthometric height was determined by differential leveling
 DL0167.and adjusted by the National Geodetic Survey in June 1991..
 DL0167
 DL0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0167
 DL0167.The geoid height was determined by GEOID03.
 DL0167
 DL0167.The dynamic height is computed by dividing the NAVD 88
 DL0167.geopotential number by the normal gravity value computed on the
 DL0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0167.degrees latitude (g = 980.6199 gals.).
 DL0167
 DL0167.The modeled gravity was interpolated from observed gravity values.
 DL0167
 DL0167;                    North         East     Units Scale Factor Converg.
 DL0167;SPC AR S     -   469,479.969   393,074.755   MT  1.00000154   -0 02 29.8
 DL0167;SPC AR S     - 1,540,285.53  1,289,612.76   sFT  1.00000154   -0 02 29.8
 DL0167;UTM  15      - 3,684,160.062   586,184.805   MT  0.99969158   +0 30 29.3
 DL0167
 DL0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0167!SPC AR S     -   0.99999893  x   1.00000154  =   1.00000047
 DL0167!UTM  15      -   0.99999893  x   0.99969158  =   0.99969051
 DL0167
 DL0167                          SUPERSEDED SURVEY CONTROL
 DL0167
 DL0167  NAD 83(1986)-  33 17 35.07714(N)    092 04 27.65546(W) AD(       ) 2
 DL0167  NAD 27      -  33 17 34.65300(N)    092 04 27.16400(W) AD(       ) 2
 DL0167  NGVD 29 (??/??/92)   32.863  (m)          107.82   (f) ADJ UNCH    2 0
 DL0167
 DL0167.Superseded values are not recommended for survey control.
 DL0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0167.See file dsdata.txt to determine how the superseded data were derived.
 DL0167
 DL0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8618584160(NAD 83)
 DL0167_MARKER: DD = SURVEY DISK
 DL0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0167_STAMPING: TT 1 LS 1933
 DL0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0167+STABILITY: SURFACE MOTION
 DL0167
 DL0167  HISTORY     - Date     Condition        Report By
 DL0167  HISTORY     - 1933     MONUMENTED       USGS
 DL0167  HISTORY     - 1952     GOOD             USGS
 DL0167  HISTORY     - 1964     GOOD             CGS
 DL0167  HISTORY     - 1964     GOOD             NGS
 DL0167
 DL0167                          STATION DESCRIPTION
 DL0167
 DL0167'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 DL0167'2.9 MI SE FROM VICK.
 DL0167'2.9 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0167'RAILROAD FROM THE STATION AT VICK, BRADLEY COUNTY, AT MILEAGE 28.7, 36
 DL0167'YARDS EAST OF THE STATION AT BROAD, 93.7 FEET NORTHEAST OF THE CENTER
 DL0167'OF AN INTERSECTION, 57.6 FEET SOUTHEAST OF A 16-INCH OAK TREE AT A
 DL0167'COUNTY ROAD JUNCTION, 29.8 FEET EAST OF THE SOUTHEAST END OF A WOODEN
 DL0167'BRIDGE, AND 21.9 FEET SOUTHEAST OF THE CENTERLINE OF A COUNTY ROAD. A
 DL0167'U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 1 LS 1933 AND SET IN
 DL0167'THE TOP OF A CONCRETE POST.  NOTE-- THE STATION HAS BEEN REMOVED FROM
 DL0167'BROAD AND MARK RECOVERED ABOUT 90 FEET NORTHEAST OF CENTERLINE OF
 DL0167'TRACK AND ABOUT 20 FEET SOUTHEAST OF A T-ROAD INTERSECTION. THE TOP OF
 DL0167'THE CONCRETE POST IS CHIPPED BUT THE DISK IS SOLID. THIS MARK WAS
 DL0167'CONNECTED BY TRAVERSE TO TRIANGULATION STATION BROAD.
 DL0167
 DL0167                          STATION RECOVERY (1952)
 DL0167
 DL0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 (RCD)
 DL0167'THE STATION IS 13 MILES NORTHWEST OF CROSSETT, 12 MILES SOUTHEAST
 DL0167'OF HERMITAGE AND AT THE SMALL RAILROAD STATION OF BROAD ON THE
 DL0167'C.R.L. AND P RAILROAD THAT RUNS BETWEEN CROSSETT AND HERMITAGE.
 DL0167'IT IS 92 FEET NORTHEAST OF THE EAST RAIL OF THE RAILROAD TRACK
 DL0167'AND 26 FEET SOUTHEAST OF THE CENTER OF A T-ROAD INTERSECTION.
 DL0167'
 DL0167'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION BROAD,
 DL0167'AND THE DISTANCE IS 55.720 METERS (182.81 FEET) NORTHEAST OF
 DL0167'STATION BROAD.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 DL0167'STAMPED TT STAI LS 1933, AND IS SET IN A SQUARE CONCRETE POST
 DL0167'THAT PROJECTS 4 INCHES.
 DL0167
 DL0167                          STATION RECOVERY (1964)
 DL0167
 DL0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL0167'RECOVERED TO THE SOUTHEAST OF THE STATION SIGN AT BROAD,
 DL0167'90 FEET NORTHEAST OF EAST RAIL OF RAILROAD AND 22 FEET SOUTHEAST
 DL0167'OF A ROAD INTERSECTION.  THE TOP OF THE POST IS CHIPPED BUT
 DL0167'THE DISK IS SOLID.
 DL0167
 DL0167                          STATION RECOVERY (1964)
 DL0167
 DL0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1812 ***********************************************************************
 EJ1812  DESIGNATION -  TT 10 CHC
 EJ1812  PID         -  EJ1812
 EJ1812  STATE/COUNTY-  AR/CLEVELAND
 EJ1812  USGS QUAD   -  BUNN (1984)
 EJ1812
 EJ1812                         *CURRENT SURVEY CONTROL
 EJ1812  ___________________________________________________________________
 EJ1812* NAD 83(1997)-  34 03 14.20910(N)    092 24 36.50366(W)     ADJUSTED  
 EJ1812* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 EJ1812  ___________________________________________________________________
 EJ1812  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 EJ1812  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EJ1812
 EJ1812  HORZ ORDER  -  SECOND
 EJ1812
 EJ1812.The horizontal coordinates were established by classical geodetic methods
 EJ1812.and adjusted by the National Geodetic Survey in September 1999..
 EJ1812
 EJ1812.The orthometric height was scaled from a topographic map.
 EJ1812
 EJ1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1812
 EJ1812.The geoid height was determined by GEOID03.
 EJ1812
 EJ1812;                    North         East     Units Scale Factor Converg.
 EJ1812;SPC AR S     -   553,942.105   362,136.469   MT  0.99991853   -0 13 46.4
 EJ1812;SPC AR S     - 1,817,391.72  1,188,109.40   sFT  0.99991853   -0 13 46.4
 EJ1812;UTM  15      - 3,768,294.457   554,438.203   MT  0.99963653   +0 19 49.1
 EJ1812
 EJ1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1812!SPC AR S     -   0.99999312  x   0.99991853  =   0.99991165
 EJ1812!UTM  15      -   0.99999312  x   0.99963653  =   0.99962965
 EJ1812
 EJ1812                          SUPERSEDED SURVEY CONTROL
 EJ1812
 EJ1812  NAD 83(1986)-  34 03 14.21957(N)    092 24 36.49514(W) AD(       ) 2
 EJ1812  NAD 27      -  34 03 13.85837(N)    092 24 35.94308(W) AD(       ) 2
 EJ1812
 EJ1812.Superseded values are not recommended for survey control.
 EJ1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1812.See file dsdata.txt to determine how the superseded data were derived.
 EJ1812
 EJ1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5443868294(NAD 83)
 EJ1812_MARKER: DB = BENCH MARK DISK
 EJ1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1812+STABILITY: SURFACE MOTION
 EJ1812
 EJ1812  HISTORY     - Date     Condition        Report By
 EJ1812  HISTORY     - 1964     MONUMENTED       USGS
 EJ1812
 EJ1812                          STATION DESCRIPTION
 EJ1812
 EJ1812'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (VBM)
 EJ1812'THE STATION IS LOCATED 0.15 MILE SOUTH OF THE CLEVELAND-DALLAS
 EJ1812'COUNTY LINE, ABOUT 2-3/4 MILES SOUTH OF THE SMALL VILLAGE OF
 EJ1812'FARINDALE, ON THE WEST SIDE OF U.S. HIGHWAY 167, IN THE
 EJ1812'NORTHWEST 1/4 OF SEC. 3, T. 8 S., R. 13 W., AND ON HIGHWAY
 EJ1812'RIGHT-OF-WAY PROPERTY.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 EJ1812'BENCH MARK DISK STAMPED TT 10 CHC 1962, 229 FEET ELEVATION,
 EJ1812'SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 2
 EJ1812'INCHES.  IT IS 53 FEET SOUTHWEST OF THE INTERSECTION OF U.S.
 EJ1812'HIGHWAY 167 AND A GRAVELED ROAD EAST, 43 FEET EAST OF THE
 EJ1812'NORTHEAST CORNER OF A FRAME BUILDING, 36 FEET NORTHWEST OF
 EJ1812'THE NORTHWEST CORNER OF A CONCRETE CULVERT, 5 FEET NORTH OF A
 EJ1812'TELEPHONE POLE, AND 1 FOOT EAST OF A WITNESS POST.
 EJ1812'
 EJ1812'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 167 AND STATE HIGHWAY 48
 EJ1812'IN THE SMALL VILLAGE OF FARINDALE, (THIS IS 14-3/4 MILES SOUTH OF
 EJ1812'SHERIDAN), GO SOUTH ON U.S. HIGHWAY 167 FOR 2.55 MILES TO THE
 EJ1812'CLEVELAND-DALLAS COUNTY LINE.  CONTINUE SOUTH ON U.S. HIGHWAY
 EJ1812'167 FOR 0.15 MILE TO A SIDE ROAD LEFT AND THE MARK ON THE
 EJ1812'RIGHT.
 EJ1812'
 EJ1812'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FARINDALE
 EJ1812'1964, THE DISTANCE BEING 528.649 METERS AND 1734.41 FEET
 EJ1812'(GEODIMETER LENGTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1803 ***********************************************************************
 FG1803  DESIGNATION -  TT 102 TX
 FG1803  PID         -  FG1803
 FG1803  STATE/COUNTY-  AR/NEWTON
 FG1803  USGS QUAD   -  PARTHENON (1980)
 FG1803
 FG1803                         *CURRENT SURVEY CONTROL
 FG1803  ___________________________________________________________________
 FG1803* NAD 83(1997)-  35 57 36.05259(N)    093 09 39.61181(W)     ADJUSTED  
 FG1803* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 FG1803  ___________________________________________________________________
 FG1803  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FG1803  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG1803
 FG1803  HORZ ORDER  -  SECOND
 FG1803
 FG1803.The horizontal coordinates were established by classical geodetic methods
 FG1803.and adjusted by the National Geodetic Survey in September 1999..
 FG1803
 FG1803.The orthometric height was scaled from a topographic map.
 FG1803
 FG1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1803
 FG1803.The geoid height was determined by GEOID03.
 FG1803
 FG1803;                    North         East     Units Scale Factor Converg.
 FG1803;SPC AR N     -   181,086.471   295,273.735   MT  0.99995738   -0 40 32.1
 FG1803;SPC AR N     -   594,114.53    968,743.91   sFT  0.99995738   -0 40 32.1
 FG1803;UTM  15      - 3,979,525.482   485,481.829   MT  0.99960260   -0 05 40.4
 FG1803
 FG1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1803!SPC AR N     -   0.99990207  x   0.99995738  =   0.99985945
 FG1803!UTM  15      -   0.99990207  x   0.99960260  =   0.99950471
 FG1803
 FG1803                          SUPERSEDED SURVEY CONTROL
 FG1803
 FG1803  NAD 83(1986)-  35 57 36.06220(N)    093 09 39.61416(W) AD(       ) 2
 FG1803  NAD 27      -  35 57 35.77900(N)    093 09 38.98100(W) AD(       ) 2
 FG1803
 FG1803.Superseded values are not recommended for survey control.
 FG1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1803.See file dsdata.txt to determine how the superseded data were derived.
 FG1803
 FG1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8548279525(NAD 83)
 FG1803_MARKER: DB = BENCH MARK DISK
 FG1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1803+STABILITY: SURFACE MOTION
 FG1803
 FG1803  HISTORY     - Date     Condition        Report By
 FG1803  HISTORY     - 1953     MONUMENTED       USGS
 FG1803
 FG1803                          STATION DESCRIPTION
 FG1803
 FG1803'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JCM)
 FG1803'THE STATION IS ABOUT 3 MILES NORTH AND 1 MILE EAST OF JASPER,
 FG1803'1 MILE SOUTHWEST OF THE PRUITT POST OFFICE, 68 FEET EAST OF
 FG1803'A FARM HOUSE, 32 FEET WEST OF THE CENTER OF STATE HIGHWAY
 FG1803'7 AND 12 FEET NORTH OF THE NORTH GATE POST OF A BOARD GATE.
 FG1803'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 FG1803'IN THE TOP OF AN 8 X 8 INCH CONCRETE POST.  THE MARK IS FLUSH
 FG1803'WITH THE GROUND AND THE DISK IS STAMPED TT 102 TX 1931.  THIS
 FG1803'MARK WAS LOCATED BY A SECOND ORDER TRAVERSE FROM TRIANGULATION
 FG1803'STATION GUM AND THE MEASURED DISTANCE WAS (446.23) FEET,
 FG1803'136.010 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0815 ***********************************************************************
 FG0815  DESIGNATION -  TT 103
 FG0815  PID         -  FG0815
 FG0815  STATE/COUNTY-  AR/NEWTON
 FG0815  USGS QUAD   -  PARTHENON (1980)
 FG0815
 FG0815                         *CURRENT SURVEY CONTROL
 FG0815  ___________________________________________________________________
 FG0815* NAD 83(1986)-  35 58 44.     (N)    093 10 35.     (W)     SCALED    
 FG0815* NAVD 88     -       493.800  (meters)    1620.08   (feet)  ADJUSTED  
 FG0815  ___________________________________________________________________
 FG0815  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FG0815  DYNAMIC HT  -         493.340 (meters)    1618.57  (feet)  COMP
 FG0815  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 FG0815
 FG0815  VERT ORDER  -  SECOND    CLASS 0
 FG0815
 FG0815.The horizontal coordinates were scaled from a topographic map and have
 FG0815.an estimated accuracy of +/- 6 seconds.
 FG0815
 FG0815.The orthometric height was determined by differential leveling
 FG0815.and adjusted by the National Geodetic Survey in June 1991..
 FG0815
 FG0815.The geoid height was determined by GEOID03.
 FG0815
 FG0815.The dynamic height is computed by dividing the NAVD 88
 FG0815.geopotential number by the normal gravity value computed on the
 FG0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0815.degrees latitude (g = 980.6199 gals.).
 FG0815
 FG0815.The modeled gravity was interpolated from observed gravity values.
 FG0815
 FG0815;                    North         East    Units  Estimated Accuracy
 FG0815;SPC AR N     -   183,200.      293,910.      MT  (+/- 180 meters Scaled)
 FG0815
 FG0815                          SUPERSEDED SURVEY CONTROL
 FG0815
 FG0815  NGVD 29 (??/??/92)  493.696  (m)         1619.73   (f) ADJ UNCH    2 0
 FG0815
 FG0815.Superseded values are not recommended for survey control.
 FG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0815.See file dsdata.txt to determine how the superseded data were derived.
 FG0815
 FG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV840816(NAD 83)
 FG0815_MARKER: DD = SURVEY DISK
 FG0815_SETTING: 66 = SET IN ROCK OUTCROP
 FG0815_SP_SET: ROCK SLAB
 FG0815_STAMPING: TT 103 TX 1931
 FG0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0815+STABILITY: POSITION/ELEVATION WELL
 FG0815
 FG0815  HISTORY     - Date     Condition        Report By
 FG0815  HISTORY     - 1931     MONUMENTED       USGS
 FG0815  HISTORY     - 20050519 MARK NOT FOUND   ARHD
 FG0815
 FG0815                          STATION DESCRIPTION
 FG0815
 FG0815'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0815'2.25 MI S FROM JASPER.
 FG0815'ABOUT 2-1/4 MILES SOUTH ALONG STATE HIGHWAY 7 FROM JASPER, NEWTON
 FG0815'COUNTY, ABOUT 42 YARDS NORTHWEST OF A LANE LEADING SOUTHEAST, 42 FEET
 FG0815'WEST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET SOUTH OF A 10-INCH OAK
 FG0815'TREE WITH A TRIANGULAR BLAZE, IN THE TOP OF A SLAB OF ROCK, 5 FEET
 FG0815'EAST OF THE WEST EDGE, AND 2 FEET NORTH OF THE SOUTH EDGE.  A UNITED
 FG0815'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 103 TX 1931.
 FG0815
 FG0815                          STATION RECOVERY (2005)
 FG0815
 FG0815'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0364 ***********************************************************************
 GF0364  DESIGNATION -  TT 107 TX
 GF0364  PID         -  GF0364
 GF0364  STATE/COUNTY-  AR/BOONE
 GF0364  USGS QUAD   -  HARRISON (1975)
 GF0364
 GF0364                         *CURRENT SURVEY CONTROL
 GF0364  ___________________________________________________________________
 GF0364* NAD 83(1986)-  36 08 22.     (N)    093 07 09.     (W)     SCALED    
 GF0364* NAVD 88     -       372.802  (meters)    1223.10   (feet)  ADJUSTED  
 GF0364  ___________________________________________________________________
 GF0364  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0364  DYNAMIC HT  -         372.466 (meters)    1222.00  (feet)  COMP
 GF0364  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GF0364
 GF0364  VERT ORDER  -  SECOND    CLASS 0
 GF0364
 GF0364.The horizontal coordinates were scaled from a topographic map and have
 GF0364.an estimated accuracy of +/- 6 seconds.
 GF0364
 GF0364.The orthometric height was determined by differential leveling
 GF0364.and adjusted by the National Geodetic Survey in June 1991..
 GF0364
 GF0364.The geoid height was determined by GEOID03.
 GF0364
 GF0364.The dynamic height is computed by dividing the NAVD 88
 GF0364.geopotential number by the normal gravity value computed on the
 GF0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0364.degrees latitude (g = 980.6199 gals.).
 GF0364
 GF0364.The modeled gravity was interpolated from observed gravity values.
 GF0364
 GF0364;                    North         East    Units  Estimated Accuracy
 GF0364;SPC AR N     -   200,950.      299,270.      MT  (+/- 180 meters Scaled)
 GF0364
 GF0364                          SUPERSEDED SURVEY CONTROL
 GF0364
 GF0364  NGVD 29 (??/??/92)  372.675  (m)         1222.68   (f) ADJ UNCH    2 0
 GF0364
 GF0364.Superseded values are not recommended for survey control.
 GF0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0364.See file dsdata.txt to determine how the superseded data were derived.
 GF0364
 GF0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV892994(NAD 83)
 GF0364_MARKER: DD = SURVEY DISK
 GF0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0364+STABILITY: SURFACE MOTION
 GF0364
 GF0364  HISTORY     - Date     Condition        Report By
 GF0364  HISTORY     - UNK      MONUMENTED       USGS
 GF0364  HISTORY     - 1932     GOOD             NGS
 GF0364
 GF0364                          STATION DESCRIPTION
 GF0364
 GF0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 GF0364'7.2 MI S FROM HARRISON.
 GF0364'LOCATED ALONG ARK. STATE HIGHWAY 7, 1/4 MILE EAST OF KROOKED
 GF0364'KREEK SCHOOL, 84 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GF0364'HOUSE OWNED BY A.N. CAMPBELL AND 8 FEET NORTH OF THE SOUTHWEST
 GF0364'CORNER OF THE YARD, 18 FEET EAST OF CENTER LINE OF A NORTH-SOUTH
 GF0364'ROAD, AND 32 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0127 ***********************************************************************
 DL0127  DESIGNATION -  TT 11 E
 DL0127  PID         -  DL0127
 DL0127  STATE/COUNTY-  AR/UNION
 DL0127  USGS QUAD   -  NEW UNION (1981)
 DL0127
 DL0127                         *CURRENT SURVEY CONTROL
 DL0127  ___________________________________________________________________
 DL0127* NAD 83(1997)-  33 08 41.57766(N)    092 10 51.15262(W)     ADJUSTED  
 DL0127* NAVD 88     -        25.880  (meters)      84.91   (feet)  ADJUSTED  
 DL0127  ___________________________________________________________________
 DL0127  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DL0127  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DL0127  DYNAMIC HT  -          25.852 (meters)      84.82  (feet)  COMP
 DL0127  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DL0127
 DL0127  HORZ ORDER  -  SECOND
 DL0127  VERT ORDER  -  FIRST     CLASS II
 DL0127
 DL0127.The horizontal coordinates were established by classical geodetic methods
 DL0127.and adjusted by the National Geodetic Survey in September 1999..
 DL0127
 DL0127.The orthometric height was determined by differential leveling
 DL0127.and adjusted by the National Geodetic Survey in June 1991..
 DL0127
 DL0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0127
 DL0127.The geoid height was determined by GEOID03.
 DL0127
 DL0127.The dynamic height is computed by dividing the NAVD 88
 DL0127.geopotential number by the normal gravity value computed on the
 DL0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0127.degrees latitude (g = 980.6199 gals.).
 DL0127
 DL0127.The modeled gravity was interpolated from observed gravity values.
 DL0127
 DL0127;                    North         East     Units Scale Factor Converg.
 DL0127;SPC AR S     -   453,056.422   383,123.630   MT  1.00003801   -0 06 04.4
 DL0127;SPC AR S     - 1,486,402.61  1,256,964.78   sFT  1.00003801   -0 06 04.4
 DL0127;UTM  15      - 3,667,647.428   576,394.924   MT  0.99967196   +0 26 52.4
 DL0127
 DL0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0127!SPC AR S     -   1.00000004  x   1.00003801  =   1.00003805
 DL0127!UTM  15      -   1.00000004  x   0.99967196  =   0.99967200
 DL0127
 DL0127                          SUPERSEDED SURVEY CONTROL
 DL0127
 DL0127  NAD 83(1986)-  33 08 41.58993(N)    092 10 51.14494(W) AD(       ) 2
 DL0127  NAD 27      -  33 08 41.14300(N)    092 10 50.65900(W) AD(       ) 2
 DL0127  NGVD 29 (??/??/92)   25.936  (m)           85.09   (f) ADJ UNCH    1 2
 DL0127
 DL0127.Superseded values are not recommended for survey control.
 DL0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0127.See file dsdata.txt to determine how the superseded data were derived.
 DL0127
 DL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7639567647(NAD 83)
 DL0127_MARKER: DD = SURVEY DISK
 DL0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0127_STAMPING: TT 11 E 1932
 DL0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0127+STABILITY: SURFACE MOTION
 DL0127
 DL0127  HISTORY     - Date     Condition        Report By
 DL0127  HISTORY     - 1952     MONUMENTED       USGS
 DL0127  HISTORY     - 1960     GOOD             NGS
 DL0127  HISTORY     - 1964     GOOD             CGS
 DL0127  HISTORY     - 1964     GOOD             NGS
 DL0127
 DL0127                          STATION DESCRIPTION
 DL0127
 DL0127'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RCD)
 DL0127'THE STATION IS IN SECTION 18 T 17 S., R 10 W., ABOUT 13 MILES
 DL0127'WEST OF CROSSETT, 10.5 MILES EAST-NORTHEAST OF STRONG, 98 FEET
 DL0127'SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 14 FEET NORTH OF THE
 DL0127'CENTER OF A TRACK ROAD AND 3.5 FEET NORTHWEST OF A 15-INCH OAK
 DL0127'TREE.
 DL0127'
 DL0127'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION EAST
 DL0127'AND THE DISTANCE IS 78.10 FEET, 23.804 METERS EAST OF STATION
 DL0127'EAST.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 DL0127'STAMPED TT 11 E 1932 SET IN A CONCRETE POST WHICH PROJECTS 4
 DL0127'INCHES.
 DL0127
 DL0127                          STATION RECOVERY (1960)
 DL0127
 DL0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0127'9.45 MI NE FROM FELSENTHAL.
 DL0127'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0127'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.05
 DL0127'MILES EAST ALONG U. S. HIGHWAY 82, IN SECTION 18, T 18 S, R 10 W, AT
 DL0127'THE WEST END OF A LONG FILL, 83 FEET SOUTH OF THE CENTER LINE OF THE
 DL0127'HIGHWAY, 47 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 78.1 FEET
 DL0127'WEST OF TRIANGULATION STATION EAST 1952, 29 1/2 FEET WEST OF A 10-INCH
 DL0127'FORKED OAK TREE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 7 1/2
 DL0127'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 DL0127'PROJECTING 6 INCHES.
 DL0127
 DL0127                          STATION RECOVERY (1964)
 DL0127
 DL0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL0127'THIS MARK RECOVERED AND FOUND IN GOOD CONDITION.  IT IS THOUGHT
 DL0127'TO BE IN SEC. 18, T. 18 S., R. 10 W. AND IS 78.10 FEET WEST OF
 DL0127'TRIANGULATION STATION EAST.
 DL0127
 DL0127                          STATION RECOVERY (1964)
 DL0127
 DL0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1370 ***********************************************************************
 FG1370  DESIGNATION -  TT 11 H
 FG1370  PID         -  FG1370
 FG1370  STATE/COUNTY-  AR/FRANKLIN
 FG1370  USGS QUAD   -  BIDVILLE (1973)
 FG1370
 FG1370                         *CURRENT SURVEY CONTROL
 FG1370  ___________________________________________________________________
 FG1370* NAD 83(1986)-  35 44 30.     (N)    093 54 10.     (W)     SCALED    
 FG1370* NAVD 88     -       719.979  (meters)    2362.13   (feet)  ADJUSTED  
 FG1370  ___________________________________________________________________
 FG1370  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FG1370  DYNAMIC HT  -         719.265 (meters)    2359.79  (feet)  COMP
 FG1370  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 FG1370
 FG1370  VERT ORDER  -  SECOND    CLASS 0
 FG1370
 FG1370.The horizontal coordinates were scaled from a topographic map and have
 FG1370.an estimated accuracy of +/- 6 seconds.
 FG1370
 FG1370.The orthometric height was determined by differential leveling
 FG1370.and adjusted by the National Geodetic Survey in June 1991..
 FG1370
 FG1370.The geoid height was determined by GEOID03.
 FG1370
 FG1370.The dynamic height is computed by dividing the NAVD 88
 FG1370.geopotential number by the normal gravity value computed on the
 FG1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1370.degrees latitude (g = 980.6199 gals.).
 FG1370
 FG1370.The modeled gravity was interpolated from observed gravity values.
 FG1370
 FG1370;                    North         East    Units  Estimated Accuracy
 FG1370;SPC AR N     -   157,910.      227,900.      MT  (+/- 180 meters Scaled)
 FG1370
 FG1370                          SUPERSEDED SURVEY CONTROL
 FG1370
 FG1370  NGVD 29 (??/??/92)  719.831  (m)         2361.65   (f) ADJ UNCH    2 0
 FG1370
 FG1370.Superseded values are not recommended for survey control.
 FG1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1370.See file dsdata.txt to determine how the superseded data were derived.
 FG1370
 FG1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV183556(NAD 83)
 FG1370_MARKER: DB = BENCH MARK DISK
 FG1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1370_STAMPING: T.T. 11 H 1934
 FG1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1370+STABILITY: SURFACE MOTION
 FG1370
 FG1370  HISTORY     - Date     Condition        Report By
 FG1370  HISTORY     - 1934     MONUMENTED       USGS
 FG1370  HISTORY     - 1960     GOOD             NGS
 FG1370
 FG1370                          STATION DESCRIPTION
 FG1370
 FG1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1370'5.2 MI NE FROM BIDVILLE.
 FG1370'IN FRANKLINE COUNTY, 5.2 MILES NORTHEAST ALONG THE BIDVILLE-HEALTH
 FG1370'ROAD FROM THE SCHOOL AT BIDVILLE, CRAWFORD COUNTY, 42 FEET NORTH OF
 FG1370'THE CENTER OF THE JUNCTION OF THE ROAD LEADING SOUTH TO CAMP FRAZIER,
 FG1370'30 FEET NORTH OF THE CENTERLINE OF THE BIDVILLE-HEALTH ROAD, 37 FEET
 FG1370'SOUTHEAST OF THE NORTHWEST CORNER OF A FENCE, 18 FEET SOUTH OF A
 FG1370'FENCE, 14 FEET NORTHWEST OF A POLE, AND 8 FEET SOUTH OF A HICKORY
 FG1370'TREE.  A STANDARD DISK, STAMPED T.T. 11 H 1934 AND SET IN THE TOP OF A
 FG1370'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1529 ***********************************************************************
 DL1529  DESIGNATION -  TT 11 TF
 DL1529  PID         -  DL1529
 DL1529  STATE/COUNTY-  AR/MILLER
 DL1529  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1529
 DL1529                         *CURRENT SURVEY CONTROL
 DL1529  ___________________________________________________________________
 DL1529* NAD 83(1997)-  33 05 27.04743(N)    093 52 02.55599(W)     ADJUSTED  
 DL1529* NAVD 88     -       100.39   (+/-2cm)     329.4    (feet)  VERTCON   
 DL1529  ___________________________________________________________________
 DL1529  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DL1529  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL1529
 DL1529  HORZ ORDER  -  SECOND
 DL1529  VERT ORDER  -  THIRD ? (See Below)
 DL1529
 DL1529.The horizontal coordinates were established by classical geodetic methods
 DL1529.and adjusted by the National Geodetic Survey in September 1999..
 DL1529
 DL1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1529.The vertical order pertains to the NGVD 29 superseded value.
 DL1529
 DL1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1529
 DL1529.The geoid height was determined by GEOID03.
 DL1529
 DL1529;                    North         East     Units Scale Factor Converg.
 DL1529;SPC AR S     -   448,638.353   225,667.150   MT  1.00005295   -1 02 42.6
 DL1529;SPC AR S     - 1,471,907.66    740,376.31   sFT  1.00005295   -1 02 42.6
 DL1529;SPC LA N     -   288,087.584   872,332.897   MT  1.00012428   -0 43 22.6
 DL1529;SPC LA N     -   945,167.35  2,861,978.85   sFT  1.00012428   -0 43 22.6
 DL1529;UTM  15      - 3,661,692.797   419,055.167   MT  0.99968078   -0 28 24.9
 DL1529
 DL1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1529!SPC AR S     -   0.99998840  x   1.00005295  =   1.00004135
 DL1529!SPC LA N     -   0.99998840  x   1.00012428  =   1.00011268
 DL1529!UTM  15      -   0.99998840  x   0.99968078  =   0.99966918
 DL1529
 DL1529                          SUPERSEDED SURVEY CONTROL
 DL1529
 DL1529  NAD 83(1997)-  33 05 27.05524(N)    093 52 02.55024(W) AD(       ) 2
 DL1529  NAD 83(1997)-  33 05 27.05594(N)    093 52 02.54676(W) AD(       ) 2
 DL1529  NAD 83(1986)-  33 05 27.05682(N)    093 52 02.54594(W) AD(       ) 2
 DL1529  NAD 27      -  33 05 26.58100(N)    093 52 01.90100(W) AD(       ) 2
 DL1529  NGVD 29 (07/19/86)  100.43   (m)          329.5    (f) LEVELING    3  
 DL1529
 DL1529.Superseded values are not recommended for survey control.
 DL1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1529.See file dsdata.txt to determine how the superseded data were derived.
 DL1529
 DL1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1905561693(NAD 83)
 DL1529_MARKER: DB = BENCH MARK DISK
 DL1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1529+STABILITY: SURFACE MOTION
 DL1529
 DL1529  HISTORY     - Date     Condition        Report By
 DL1529  HISTORY     - 1950     MONUMENTED       USGS
 DL1529
 DL1529                          STATION DESCRIPTION
 DL1529
 DL1529'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 DL1529'SEE STATION SPRING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1308 ***********************************************************************
 DL1308  DESIGNATION -  TT 12 LS
 DL1308  PID         -  DL1308
 DL1308  STATE/COUNTY-  AR/BRADLEY
 DL1308  USGS QUAD   -  MARSDEN (1985)
 DL1308
 DL1308                         *CURRENT SURVEY CONTROL
 DL1308  ___________________________________________________________________
 DL1308* NAD 83(1997)-  33 15 12.41286(N)    092 08 44.09540(W)     ADJUSTED  
 DL1308* NAVD 88     -        31.25   (+/-2cm)     102.5    (feet)  VERTCON   
 DL1308  ___________________________________________________________________
 DL1308  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DL1308  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DL1308
 DL1308  HORZ ORDER  -  SECOND
 DL1308  VERT ORDER  -  THIRD ? (See Below)
 DL1308
 DL1308.The horizontal coordinates were established by classical geodetic methods
 DL1308.and adjusted by the National Geodetic Survey in September 1999..
 DL1308
 DL1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1308.The vertical order pertains to the NGVD 29 superseded value.
 DL1308
 DL1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1308
 DL1308.The geoid height was determined by GEOID03.
 DL1308
 DL1308;                    North         East     Units Scale Factor Converg.
 DL1308;SPC AR S     -   465,092.213   386,433.781   MT  1.00001065   -0 04 53.3
 DL1308;SPC AR S     - 1,525,890.04  1,267,824.83   sFT  1.00001065   -0 04 53.3
 DL1308;SPC LA N     -   305,372.686 1,033,032.577   MT  1.00018657   +0 11 14.6
 DL1308;SPC LA N     - 1,001,876.89  3,389,207.71   sFT  1.00018657   +0 11 14.6
 DL1308;UTM  15      - 3,679,710.204   579,588.366   MT  0.99967810   +0 28 06.7
 DL1308
 DL1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1308!SPC AR S     -   0.99999919  x   1.00001065  =   1.00000984
 DL1308!SPC LA N     -   0.99999919  x   1.00018657  =   1.00018576
 DL1308!UTM  15      -   0.99999919  x   0.99967810  =   0.99967729
 DL1308
 DL1308                          SUPERSEDED SURVEY CONTROL
 DL1308
 DL1308  NAD 83(1986)-  33 15 12.42476(N)    092 08 44.08830(W) AD(       ) 2
 DL1308  NAD 27      -  33 15 11.99200(N)    092 08 43.59600(W) AD(       ) 2
 DL1308  NGVD 29 (07/19/86)   31.32   (m)          102.8    (f) LEVELING    3  
 DL1308
 DL1308.Superseded values are not recommended for survey control.
 DL1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1308.See file dsdata.txt to determine how the superseded data were derived.
 DL1308
 DL1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7958879710(NAD 83)
 DL1308_MARKER: DB = BENCH MARK DISK
 DL1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1308+STABILITY: SURFACE MOTION
 DL1308
 DL1308  HISTORY     - Date     Condition        Report By
 DL1308  HISTORY     - 1952     MONUMENTED       USGS
 DL1308  HISTORY     - 1964     GOOD             CGS
 DL1308
 DL1308                          STATION DESCRIPTION
 DL1308
 DL1308'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RCD)
 DL1308'THE STATION IS ABOUT 14 MILES SOUTH OF HERMITAGE, 13 MILES
 DL1308'NORTHWEST OF CROSSETT, 4 MILES NORTHEAST OF THE OUACHITA RIVER,
 DL1308'3 MILES NORTHWEST OF THE SALINE RIVER, IN SECTION 9, R 10 W,
 DL1308'T 16 S, ON LAND OWNED BY GARLAND D. GODFREY, 82 FEET NORTH
 DL1308'OF THE NORTHEAST CORNER OF A SCHOOLHOUSE, AND 17 FEET SOUTHEAST
 DL1308'OF AN 18-INCH TRIANGLE-BLAZED OAK TREE.
 DL1308'
 DL1308'THE STATION IS A STANDARD USGS BENCH MARK DISK SET IN THE
 DL1308'TOP OF AN 8 X 8 INCH CONCRETE POST.  THE MARK PROJECTS 3 INCHES
 DL1308'AND THE DISK IS STAMPED 1933 103 TT STA 12 LS.
 DL1308'
 DL1308'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GODFREY
 DL1308'AND THE DISTANCE IS 48.268 METERS (158.36 FEET).
 DL1308
 DL1308                          STATION RECOVERY (1964)
 DL1308
 DL1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1308'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1068 ***********************************************************************
 FG1068  DESIGNATION -  TT 12 TX
 FG1068  PID         -  FG1068
 FG1068  STATE/COUNTY-  AR/POPE
 FG1068  USGS QUAD   -  DOVER (1993)
 FG1068
 FG1068                         *CURRENT SURVEY CONTROL
 FG1068  ___________________________________________________________________
 FG1068* NAD 83(1986)-  35 24 09.     (N)    093 06 52.     (W)     SCALED    
 FG1068* NAVD 88     -       136.222  (meters)     446.92   (feet)  ADJUSTED  
 FG1068  ___________________________________________________________________
 FG1068  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FG1068  DYNAMIC HT  -         136.094 (meters)     446.50  (feet)  COMP
 FG1068  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FG1068
 FG1068  VERT ORDER  -  SECOND    CLASS 0
 FG1068
 FG1068.The horizontal coordinates were scaled from a topographic map and have
 FG1068.an estimated accuracy of +/- 6 seconds.
 FG1068
 FG1068.The orthometric height was determined by differential leveling
 FG1068.and adjusted by the National Geodetic Survey in June 1991..
 FG1068
 FG1068.The geoid height was determined by GEOID03.
 FG1068
 FG1068.The dynamic height is computed by dividing the NAVD 88
 FG1068.geopotential number by the normal gravity value computed on the
 FG1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1068.degrees latitude (g = 980.6199 gals.).
 FG1068
 FG1068.The modeled gravity was interpolated from observed gravity values.
 FG1068
 FG1068;                    North         East    Units  Estimated Accuracy
 FG1068;SPC AR N     -   119,190.      298,770.      MT  (+/- 180 meters Scaled)
 FG1068
 FG1068                          SUPERSEDED SURVEY CONTROL
 FG1068
 FG1068  NGVD 29 (??/??/92)  136.175  (m)          446.77   (f) ADJ UNCH    2 0
 FG1068
 FG1068.Superseded values are not recommended for survey control.
 FG1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1068.See file dsdata.txt to determine how the superseded data were derived.
 FG1068
 FG1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV896176(NAD 83)
 FG1068_MARKER: DD = SURVEY DISK
 FG1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1068_STAMPING: T.T.12 TX 1931
 FG1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1068+STABILITY: SURFACE MOTION
 FG1068
 FG1068  HISTORY     - Date     Condition        Report By
 FG1068  HISTORY     - 1931     MONUMENTED       USGS
 FG1068  HISTORY     - 1935     GOOD             NGS
 FG1068  HISTORY     - 1965     MARK NOT FOUND   LOCSUR
 FG1068
 FG1068                          STATION DESCRIPTION
 FG1068
 FG1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1068'IN DOVER.
 FG1068'IN THE TOWN OF DOVER, 95.5 FEET NORTHEAST OF NORTHEAST CORNER OF TWO
 FG1068'STORY, BRICK SCHOOL.  68 FEET WEST OF CENTERLINE OF ST. HWY. 27.  35
 FG1068'FEET SOUTH OF CENTERLINE OF ST. HWY. 7.  4.8 FEET SOUTH OF NORTH
 FG1068'RETAINING WALL.  TABLET SET IN PRECAST CONCRETE POST.
 FG1068
 FG1068                          STATION RECOVERY (1965)
 FG1068
 FG1068'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 FG1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1350 ***********************************************************************
 DL1350  DESIGNATION -  TT 12 Y
 DL1350  PID         -  DL1350
 DL1350  STATE/COUNTY-  AR/UNION
 DL1350  USGS QUAD   -  LOCKHART (1981)
 DL1350
 DL1350                         *CURRENT SURVEY CONTROL
 DL1350  ___________________________________________________________________
 DL1350* NAD 83(1997)-  33 00 47.56056(N)    092 35 26.44608(W)     ADJUSTED  
 DL1350* NAVD 88     -        61.55   (+/-2cm)     201.9    (feet)  VERTCON   
 DL1350  ___________________________________________________________________
 DL1350  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DL1350  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL1350
 DL1350  HORZ ORDER  -  SECOND
 DL1350  VERT ORDER  -  THIRD ? (See Below)
 DL1350
 DL1350.The horizontal coordinates were established by classical geodetic methods
 DL1350.and adjusted by the National Geodetic Survey in September 1999..
 DL1350
 DL1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1350.The vertical order pertains to the NGVD 29 superseded value.
 DL1350
 DL1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1350
 DL1350.The geoid height was determined by GEOID03.
 DL1350
 DL1350;                    North         East     Units Scale Factor Converg.
 DL1350;SPC AR S     -   438,596.797   344,803.448   MT  1.00007594   -0 19 50.2
 DL1350;SPC AR S     - 1,438,962.99  1,131,242.65   sFT  1.00007594   -0 19 50.2
 DL1350;SPC LA N     -   278,674.575   991,526.151   MT  1.00009740   -0 02 52.6
 DL1350;SPC LA N     -   914,284.83  3,253,032.05   sFT  1.00009740   -0 02 52.6
 DL1350;UTM  15      - 3,652,825.952   538,231.452   MT  0.99961802   +0 13 22.8
 DL1350
 DL1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1350!SPC AR S     -   0.99999445  x   1.00007594  =   1.00007039
 DL1350!SPC LA N     -   0.99999445  x   1.00009740  =   1.00009185
 DL1350!UTM  15      -   0.99999445  x   0.99961802  =   0.99961247
 DL1350
 DL1350                          SUPERSEDED SURVEY CONTROL
 DL1350
 DL1350  NAD 83(1997)-  33 00 47.57013(N)    092 35 26.43976(W) AD(       ) 2
 DL1350  NAD 83(1986)-  33 00 47.57309(N)    092 35 26.43750(W) AD(       ) 2
 DL1350  NAD 27      -  33 00 47.08300(N)    092 35 25.88700(W) AD(       ) 2
 DL1350  NGVD 29 (07/19/86)   61.64   (m)          202.2    (f) LEVELING    3  
 DL1350
 DL1350.Superseded values are not recommended for survey control.
 DL1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1350.See file dsdata.txt to determine how the superseded data were derived.
 DL1350
 DL1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3823152826(NAD 83)
 DL1350_MARKER: DB = BENCH MARK DISK
 DL1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1350+STABILITY: SURFACE MOTION
 DL1350
 DL1350  HISTORY     - Date     Condition        Report By
 DL1350  HISTORY     - 1952     MONUMENTED       USGS
 DL1350
 DL1350                          STATION DESCRIPTION
 DL1350
 DL1350'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 DL1350'THE STATION IS ABOUT 8 MILES EAST OF JUNCTION CITY, 1 MILE
 DL1350'NORTHWEST OF THE SETTLEMENT OF LOCKHART, NEAR THE ARKANSAS-LOUISIANA
 DL1350'STATE LINE.  THE MARK IS 20 FEET SOUTH OF A TRANSFORMER
 DL1350'POLE AND 6 FEET SOUTH OF THE CENTER OF A TRACK ROAD.  THE
 DL1350'MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY BENCH
 DL1350'MARK DISK SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER THAT
 DL1350'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED TT. STA. 12 Y.
 DL1350'1927. 202.
 DL1350'
 DL1350'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DL1350'RISINGER AND THE DISTANCE IS 129.460 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1070 ***********************************************************************
 FG1070  DESIGNATION -  TT 13 TX
 FG1070  PID         -  FG1070
 FG1070  STATE/COUNTY-  AR/POPE
 FG1070  USGS QUAD   -  LEE MOUNTAIN (1993)
 FG1070
 FG1070                         *CURRENT SURVEY CONTROL
 FG1070  ___________________________________________________________________
 FG1070* NAD 83(1986)-  35 25 23.     (N)    093 08 06.     (W)     SCALED    
 FG1070* NAVD 88     -       130.595  (meters)     428.46   (feet)  ADJUSTED  
 FG1070  ___________________________________________________________________
 FG1070  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FG1070  DYNAMIC HT  -         130.473 (meters)     428.06  (feet)  COMP
 FG1070  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FG1070
 FG1070  VERT ORDER  -  SECOND    CLASS 0
 FG1070
 FG1070.The horizontal coordinates were scaled from a topographic map and have
 FG1070.an estimated accuracy of +/- 6 seconds.
 FG1070
 FG1070.The orthometric height was determined by differential leveling
 FG1070.and adjusted by the National Geodetic Survey in June 1991..
 FG1070
 FG1070.The geoid height was determined by GEOID03.
 FG1070
 FG1070.The dynamic height is computed by dividing the NAVD 88
 FG1070.geopotential number by the normal gravity value computed on the
 FG1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1070.degrees latitude (g = 980.6199 gals.).
 FG1070
 FG1070.The modeled gravity was interpolated from observed gravity values.
 FG1070
 FG1070;                    North         East    Units  Estimated Accuracy
 FG1070;SPC AR N     -   121,490.      296,930.      MT  (+/- 180 meters Scaled)
 FG1070
 FG1070                          SUPERSEDED SURVEY CONTROL
 FG1070
 FG1070  NGVD 29 (??/??/92)  130.545  (m)          428.30   (f) ADJ UNCH    2 0
 FG1070
 FG1070.Superseded values are not recommended for survey control.
 FG1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1070.See file dsdata.txt to determine how the superseded data were derived.
 FG1070
 FG1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV877199(NAD 83)
 FG1070_MARKER: DD = SURVEY DISK
 FG1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1070_STAMPING: TT 13 TX 1931
 FG1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1070+STABILITY: SURFACE MOTION
 FG1070
 FG1070  HISTORY     - Date     Condition        Report By
 FG1070  HISTORY     - 1931     MONUMENTED       USGS
 FG1070  HISTORY     - 1931     GOOD             NGS
 FG1070
 FG1070                          STATION DESCRIPTION
 FG1070
 FG1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FG1070'2.2 MI NW FROM DOVER.
 FG1070'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT
 FG1070'DOVER, AT THE INTERSECTION OF A COUNTY ROAD LEADING WEST, 30.6 FEET
 FG1070'SOUTHWEST OF THE CENTER OF THE INTERSECTION, 36.1 FEET WEST OF THE
 FG1070'CENTER LINE OF THE HIGHWAY, 20.4 FEET SOUTH OF THE CENTER LINE OF THE
 FG1070'ROAD, 2.3 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A PASTURE FENCE,
 FG1070'1.9 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND 1.8 FEET WEST OF A FENCE
 FG1070'PARALLELING THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0031 ***********************************************************************
 DL0031  DESIGNATION -  TT 14 B
 DL0031  PID         -  DL0031
 DL0031  STATE/COUNTY-  AR/CALHOUN
 DL0031  USGS QUAD   -  HAMPTON (1985)
 DL0031
 DL0031                         *CURRENT SURVEY CONTROL
 DL0031  ___________________________________________________________________
 DL0031* NAD 83(1997)-  33 30 37.34741(N)    092 23 55.11448(W)     ADJUSTED  
 DL0031* NAVD 88     -        62.169  (meters)     203.97   (feet)  ADJUSTED  
 DL0031  ___________________________________________________________________
 DL0031  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DL0031  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0031  DYNAMIC HT  -          62.104 (meters)     203.75  (feet)  COMP
 DL0031  MODELED GRAV-     979,597.1   (mgal)                       NAVD 88
 DL0031
 DL0031  HORZ ORDER  -  SECOND
 DL0031  VERT ORDER  -  SECOND    CLASS 0
 DL0031
 DL0031.The horizontal coordinates were established by classical geodetic methods
 DL0031.and adjusted by the National Geodetic Survey in September 1999..
 DL0031
 DL0031.The orthometric height was determined by differential leveling
 DL0031.and adjusted by the National Geodetic Survey in June 1991..
 DL0031
 DL0031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0031
 DL0031.The geoid height was determined by GEOID03.
 DL0031
 DL0031.The dynamic height is computed by dividing the NAVD 88
 DL0031.geopotential number by the normal gravity value computed on the
 DL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0031.degrees latitude (g = 980.6199 gals.).
 DL0031
 DL0031.The modeled gravity was interpolated from observed gravity values.
 DL0031
 DL0031;                    North         East     Units Scale Factor Converg.
 DL0031;SPC AR S     -   493,650.233   362,963.081   MT  0.99996001   -0 13 23.2
 DL0031;SPC AR S     - 1,619,584.14  1,190,821.37   sFT  0.99996001   -0 13 23.2
 DL0031;UTM  15      - 3,708,031.226   555,851.018   MT  0.99963846   +0 19 55.2
 DL0031
 DL0031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0031!SPC AR S     -   0.99999434  x   0.99996001  =   0.99995435
 DL0031!UTM  15      -   0.99999434  x   0.99963846  =   0.99963280
 DL0031
 DL0031                          SUPERSEDED SURVEY CONTROL
 DL0031
 DL0031  NAD 83(1997)-  33 30 37.35748(N)    092 23 55.10744(W) AD(       ) 2
 DL0031  NAD 83(1986)-  33 30 37.35867(N)    092 23 55.10767(W) AD(       ) 2
 DL0031  NAD 27      -  33 30 36.95174(N)    092 23 54.56793(W) AD(       ) 2
 DL0031  NGVD 29 (??/??/92)   62.22   (m)          204.1    (f) COMPUTED    2 0
 DL0031
 DL0031.Superseded values are not recommended for survey control.
 DL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0031.See file dsdata.txt to determine how the superseded data were derived.
 DL0031
 DL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5585108031(NAD 83)
 DL0031_MARKER: DB = BENCH MARK DISK
 DL0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0031_STAMPING: TT 14 B 1933
 DL0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0031+STABILITY: SURFACE MOTION
 DL0031
 DL0031  HISTORY     - Date     Condition        Report By
 DL0031  HISTORY     - 1933     MONUMENTED       USGS
 DL0031  HISTORY     - 1935     GOOD             NGS
 DL0031  HISTORY     - 1952     GOOD             USGS
 DL0031  HISTORY     - 1965     GOOD             NGS
 DL0031
 DL0031                          STATION DESCRIPTION
 DL0031
 DL0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0031'IN HARRELL.
 DL0031'ABOUT 135 FEET SOUTHWEST OF SOUTHWEST CORNER OF CHICAGO, ROCK ISLAND
 DL0031'AND PACIFIC R.R. STATION.  58.4 FEET NORTHWEST OF CENTERLINE OF ST.
 DL0031'HWY. NO. 4 AT RAILROAD CROSSING.  47 FEET WEST OF CENTERLINE OF
 DL0031'CHICAGO, R.I. AND PAC. MAIN TRACK.  31.7 FEET NORTH OF CENTERLINE OF
 DL0031'STATE HWY. NO. 4.  19.7 FEET SOUTHWEST OF TELEPHONE POLE 73-13. TABLET
 DL0031'SET IN PRECAST CONCRETE POST.
 DL0031
 DL0031                          STATION RECOVERY (1952)
 DL0031
 DL0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 (JCM)
 DL0031'THE STATION IS LOCATED IN THE TOWN OF HARRELL, 157 FEET SOUTHWEST
 DL0031'OF THE SOUTHWEST CORNER OF THE DEPOT, 33 FEET NORTHEAST OF THE
 DL0031'CENTER OF STATE HIGHWAY 4, 30 FEET WEST OF THE WEST RAIL
 DL0031'OF THE RAILROAD TRACKS AND 7 FEET NORTHEAST OF A TELEPHONE
 DL0031'POLE.  THE MARK IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL
 DL0031'SURVEY SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 DL0031'PROJECTS 1 INCH.  THE DISK IS STAMPED TT 14 B 1933 204.
 DL0031'
 DL0031'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DL0031'HARRELL AND THE DISTANCE IS 101.406 METERS.
 DL0031
 DL0031                          STATION RECOVERY (1965)
 DL0031
 DL0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DL0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1316 ***********************************************************************
 DL1316  DESIGNATION -  TT 14 B
 DL1316  PID         -  DL1316
 DL1316  STATE/COUNTY-  AR/ASHLEY
 DL1316  USGS QUAD   -  FELSENTHAL DAM (1981)
 DL1316
 DL1316                         *CURRENT SURVEY CONTROL
 DL1316  ___________________________________________________________________
 DL1316* NAD 83(1997)-  33 00 41.83182(N)    092 00 02.56850(W)     ADJUSTED  
 DL1316* NAVD 88     -        28.89   (+/-2cm)      94.8    (feet)  VERTCON   
 DL1316  ___________________________________________________________________
 DL1316  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DL1316  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL1316
 DL1316  HORZ ORDER  -  SECOND
 DL1316  VERT ORDER  -  THIRD ? (See Below)
 DL1316
 DL1316.The horizontal coordinates were established by classical geodetic methods
 DL1316.and adjusted by the National Geodetic Survey in September 1999..
 DL1316
 DL1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1316.The vertical order pertains to the NGVD 29 superseded value.
 DL1316
 DL1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1316
 DL1316.The geoid height was determined by GEOID03.
 DL1316
 DL1316;                    North         East     Units Scale Factor Converg.
 DL1316;SPC AR S     -   438,261.057   399,933.327   MT  1.00007643   -0 00 01.4
 DL1316;SPC AR S     - 1,437,861.48  1,312,114.59   sFT  1.00007643   -0 00 01.4
 DL1316;SPC LA N     -   278,602.010 1,046,658.168   MT  1.00009687   +0 15 50.3
 DL1316;SPC LA N     -   914,046.76  3,433,911.01   sFT  1.00009687   +0 15 50.3
 DL1316;UTM  15      - 3,653,018.611   593,338.884   MT  0.99970742   +0 32 40.1
 DL1316
 DL1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1316!SPC AR S     -   0.99999955  x   1.00007643  =   1.00007598
 DL1316!SPC LA N     -   0.99999955  x   1.00009687  =   1.00009642
 DL1316!UTM  15      -   0.99999955  x   0.99970742  =   0.99970697
 DL1316
 DL1316                          SUPERSEDED SURVEY CONTROL
 DL1316
 DL1316  NAD 83(1997)-  33 00 41.83862(N)    092 00 02.56539(W) AD(       ) 2
 DL1316  NAD 83(1986)-  33 00 41.84449(N)    092 00 02.56124(W) AD(       ) 2
 DL1316  NAD 27      -  33 00 41.39200(N)    092 00 02.08900(W) AD(       ) 2
 DL1316  NGVD 29 (07/19/86)   28.96   (m)           95.0    (f) LEVELING    3  
 DL1316
 DL1316.Superseded values are not recommended for survey control.
 DL1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1316.See file dsdata.txt to determine how the superseded data were derived.
 DL1316
 DL1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9333953019(NAD 83)
 DL1316_MARKER: Z = SEE DESCRIPTION
 DL1316_SETTING: 0 = UNSPECIFIED SETTING
 DL1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1316
 DL1316  HISTORY     - Date     Condition        Report By
 DL1316  HISTORY     - 1939     MONUMENTED       USGS
 DL1316
 DL1316                          STATION DESCRIPTION
 DL1316
 DL1316'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (WEN)
 DL1316'MARK IS N OF THE WHITE RAILROAD STATION, 17.5 FEET N OF THE NW
 DL1316'CORNER OF THE STATION, 22.3 FEET W OF TELEPHONE POLE, 14.4 FEET
 DL1316'E OF CENTER LINE OF E RAIL OF RAILROAD TRACK, AND PROJECTS ABOUT
 DL1316'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1307 ***********************************************************************
 DL1307  DESIGNATION -  TT 15 LS
 DL1307  PID         -  DL1307
 DL1307  STATE/COUNTY-  AR/BRADLEY
 DL1307  USGS QUAD   -  VICK (1985)
 DL1307
 DL1307                         *CURRENT SURVEY CONTROL
 DL1307  ___________________________________________________________________
 DL1307* NAD 83(1997)-  33 22 22.49516(N)    092 00 59.29999(W)     ADJUSTED  
 DL1307* NAVD 88     -        61.99   (+/-2cm)     203.4    (feet)  VERTCON   
 DL1307  ___________________________________________________________________
 DL1307  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DL1307  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DL1307
 DL1307  HORZ ORDER  -  SECOND
 DL1307  VERT ORDER  -  THIRD ? (See Below)
 DL1307
 DL1307.The horizontal coordinates were established by classical geodetic methods
 DL1307.and adjusted by the National Geodetic Survey in September 1999..
 DL1307
 DL1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1307.The vertical order pertains to the NGVD 29 superseded value.
 DL1307
 DL1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1307
 DL1307.The geoid height was determined by GEOID03.
 DL1307
 DL1307;                    North         East     Units Scale Factor Converg.
 DL1307;SPC AR S     -   478,332.778   398,467.150   MT  0.99998463   -0 00 33.2
 DL1307;SPC AR S     - 1,569,330.12  1,307,304.31   sFT  0.99998463   -0 00 33.2
 DL1307;UTM  15      - 3,693,061.593   591,490.402   MT  0.99970320   +0 32 27.8
 DL1307
 DL1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1307!SPC AR S     -   0.99999433  x   0.99998463  =   0.99997896
 DL1307!UTM  15      -   0.99999433  x   0.99970320  =   0.99969753
 DL1307
 DL1307                          SUPERSEDED SURVEY CONTROL
 DL1307
 DL1307  NAD 83(1986)-  33 22 22.50639(N)    092 00 59.29393(W) AD(       ) 2
 DL1307  NAD 27      -  33 22 22.09100(N)    092 00 58.80700(W) AD(       ) 2
 DL1307  NGVD 29 (07/19/86)   62.07   (m)          203.6    (f) LEVELING    3  
 DL1307
 DL1307.Superseded values are not recommended for survey control.
 DL1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1307.See file dsdata.txt to determine how the superseded data were derived.
 DL1307
 DL1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9149093062(NAD 83)
 DL1307_MARKER: DD = SURVEY DISK
 DL1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1307_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1307+STABILITY: SURFACE MOTION
 DL1307
 DL1307  HISTORY     - Date     Condition        Report By
 DL1307  HISTORY     - 1939     MONUMENTED       USGS
 DL1307
 DL1307                          STATION DESCRIPTION
 DL1307
 DL1307'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (CDM)
 DL1307'SEE STATION JOHNSVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0953 ***********************************************************************
 FG0953  DESIGNATION -  TT 15 TX
 FG0953  PID         -  FG0953
 FG0953  STATE/COUNTY-  AR/POPE
 FG0953  USGS QUAD   -  TREAT (1980)
 FG0953
 FG0953                         *CURRENT SURVEY CONTROL
 FG0953  ___________________________________________________________________
 FG0953* NAD 83(1986)-  35 30 01.     (N)    093 10 37.     (W)     SCALED    
 FG0953* NAVD 88     -       143.105  (meters)     469.50   (feet)  ADJUSTED  
 FG0953  ___________________________________________________________________
 FG0953  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FG0953  DYNAMIC HT  -         142.972 (meters)     469.07  (feet)  COMP
 FG0953  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 FG0953
 FG0953  VERT ORDER  -  SECOND    CLASS 0
 FG0953
 FG0953.The horizontal coordinates were scaled from a topographic map and have
 FG0953.an estimated accuracy of +/- 6 seconds.
 FG0953
 FG0953.The orthometric height was determined by differential leveling
 FG0953.and adjusted by the National Geodetic Survey in June 1991..
 FG0953
 FG0953.The geoid height was determined by GEOID03.
 FG0953
 FG0953.The dynamic height is computed by dividing the NAVD 88
 FG0953.geopotential number by the normal gravity value computed on the
 FG0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0953.degrees latitude (g = 980.6199 gals.).
 FG0953
 FG0953.The modeled gravity was interpolated from observed gravity values.
 FG0953
 FG0953;                    North         East    Units  Estimated Accuracy
 FG0953;SPC AR N     -   130,100.      293,230.      MT  (+/- 180 meters Scaled)
 FG0953
 FG0953                          SUPERSEDED SURVEY CONTROL
 FG0953
 FG0953  NGVD 29 (??/??/92)  143.056  (m)          469.34   (f) ADJ UNCH    2 0
 FG0953
 FG0953.Superseded values are not recommended for survey control.
 FG0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0953.See file dsdata.txt to determine how the superseded data were derived.
 FG0953
 FG0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV839285(NAD 83)
 FG0953_MARKER: DB = BENCH MARK DISK
 FG0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0953_STAMPING: TT 15 TX 1931
 FG0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0953+STABILITY: SURFACE MOTION
 FG0953
 FG0953  HISTORY     - Date     Condition        Report By
 FG0953  HISTORY     - 1931     MONUMENTED       USGS
 FG0953  HISTORY     - 1934     GOOD             NGS
 FG0953
 FG0953                          STATION DESCRIPTION
 FG0953
 FG0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0953'9.0 MI NW FROM DOVER.
 FG0953'9.0 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT
 FG0953'DOVER, 200 FEET SOUTH OF A GRAVEYARD, 50.2 FEET NORTHWEST OF THE
 FG0953'CENTER OF THE JUNCTION WITH A COUNTY ROAD, 33.1 FEET WEST OF THE
 FG0953'CENTER LINE OF THE HIGHWAY, 26.9 FEET NORTH OF THE CENTER LINE OF THE
 FG0953'ROAD, 18.1 FEET NORTH, NORTH END OF A CULVERT UNDER THE ROAD, AND 12.2
 FG0953'FEET SOUTH OF A 14-INCH OAK TREE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0925 ***********************************************************************
 FG0925  DESIGNATION -  TT 16 TX
 FG0925  PID         -  FG0925
 FG0925  STATE/COUNTY-  AR/POPE
 FG0925  USGS QUAD   -  TREAT (1980)
 FG0925
 FG0925                         *CURRENT SURVEY CONTROL
 FG0925  ___________________________________________________________________
 FG0925* NAD 83(1986)-  35 31 33.     (N)    093 11 07.     (W)     SCALED    
 FG0925* NAVD 88     -       167.352  (meters)     549.05   (feet)  ADJUSTED  
 FG0925  ___________________________________________________________________
 FG0925  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FG0925  DYNAMIC HT  -         167.192 (meters)     548.53  (feet)  COMP
 FG0925  MODELED GRAV-     979,672.9   (mgal)                       NAVD 88
 FG0925
 FG0925  VERT ORDER  -  SECOND    CLASS 0
 FG0925
 FG0925.The horizontal coordinates were scaled from a topographic map and have
 FG0925.an estimated accuracy of +/- 6 seconds.
 FG0925
 FG0925.The orthometric height was determined by differential leveling
 FG0925.and adjusted by the National Geodetic Survey in June 1991..
 FG0925
 FG0925.The geoid height was determined by GEOID03.
 FG0925
 FG0925.The dynamic height is computed by dividing the NAVD 88
 FG0925.geopotential number by the normal gravity value computed on the
 FG0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0925.degrees latitude (g = 980.6199 gals.).
 FG0925
 FG0925.The modeled gravity was interpolated from observed gravity values.
 FG0925
 FG0925;                    North         East    Units  Estimated Accuracy
 FG0925;SPC AR N     -   132,950.      292,500.      MT  (+/- 180 meters Scaled)
 FG0925
 FG0925                          SUPERSEDED SURVEY CONTROL
 FG0925
 FG0925  NGVD 29 (??/??/92)  167.294  (m)          548.86   (f) ADJ UNCH    2 0
 FG0925
 FG0925.Superseded values are not recommended for survey control.
 FG0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0925.See file dsdata.txt to determine how the superseded data were derived.
 FG0925
 FG0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV832313(NAD 83)
 FG0925_MARKER: DD = SURVEY DISK
 FG0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0925_STAMPING: T.T. 16 TX 1931
 FG0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0925+STABILITY: SURFACE MOTION
 FG0925
 FG0925  HISTORY     - Date     Condition        Report By
 FG0925  HISTORY     - 1931     MONUMENTED       USGS
 FG0925  HISTORY     - 1935     GOOD             NGS
 FG0925
 FG0925                          STATION DESCRIPTION
 FG0925
 FG0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0925'2.2 MI NW FROM HOWARD SCHOOL.
 FG0925'2.2 MILES NORTHWEST OF, FROM HOWARD SCHOOL, ALONG PILOT MT. RD.  ABOUT
 FG0925'.9 MILE NORTH OF JUNCTION OF HAGARVILLE ROAD AND PILOT MT. ROAD. AT
 FG0925'ENTRANCE TO OZARK NATIONAL FOREST.  ABOUT 300 FEET SOUTH OF BILL
 FG0925'RAGSDALE CABIN.  31 FEET WEST OF CENTERLINE OF CATTLEGUARD.  27 FEET
 FG0925'NORTH-WEST OF CENTERLINE OF PILOT MT. RD.  5 FEET NORTH OF FENCE
 FG0925'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0928 ***********************************************************************
 FG0928  DESIGNATION -  TT 17 TF
 FG0928  PID         -  FG0928
 FG0928  STATE/COUNTY-  AR/POPE
 FG0928  USGS QUAD   -  TREAT (1980)
 FG0928
 FG0928                         *CURRENT SURVEY CONTROL
 FG0928  ___________________________________________________________________
 FG0928* NAD 83(1986)-  35 33 46.     (N)    093 11 15.     (W)     SCALED    
 FG0928* NAVD 88     -       487.668  (meters)    1599.96   (feet)  ADJUSTED  
 FG0928  ___________________________________________________________________
 FG0928  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FG0928  DYNAMIC HT  -         487.190 (meters)    1598.39  (feet)  COMP
 FG0928  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 FG0928
 FG0928  VERT ORDER  -  SECOND    CLASS 0
 FG0928
 FG0928.The horizontal coordinates were scaled from a topographic map and have
 FG0928.an estimated accuracy of +/- 6 seconds.
 FG0928
 FG0928.The orthometric height was determined by differential leveling
 FG0928.and adjusted by the National Geodetic Survey in June 1991..
 FG0928
 FG0928.The geoid height was determined by GEOID03.
 FG0928
 FG0928.The dynamic height is computed by dividing the NAVD 88
 FG0928.geopotential number by the normal gravity value computed on the
 FG0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0928.degrees latitude (g = 980.6199 gals.).
 FG0928
 FG0928.The modeled gravity was interpolated from observed gravity values.
 FG0928
 FG0928;                    North         East    Units  Estimated Accuracy
 FG0928;SPC AR N     -   137,050.      292,350.      MT  (+/- 180 meters Scaled)
 FG0928
 FG0928                          SUPERSEDED SURVEY CONTROL
 FG0928
 FG0928  NGVD 29 (??/??/92)  487.61   (m)         1599.8    (f) COMPUTED    2 0
 FG0928
 FG0928.Superseded values are not recommended for survey control.
 FG0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0928.See file dsdata.txt to determine how the superseded data were derived.
 FG0928
 FG0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV830354(NAD 83)
 FG0928_MARKER: DD = SURVEY DISK
 FG0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0928_STAMPING: TT 17 TX 1931
 FG0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0928+STABILITY: SURFACE MOTION
 FG0928
 FG0928  HISTORY     - Date     Condition        Report By
 FG0928  HISTORY     - 1948     MONUMENTED       USGS
 FG0928  HISTORY     - 1935     GOOD             NGS
 FG0928
 FG0928                          STATION DESCRIPTION
 FG0928
 FG0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0928'4.5 MI NW FROM HOWARD SCHOOL.
 FG0928'4.5 MILES NORTHWEST OF, FROM HOWARD SCHOOL, ALONG PILOT MT. RD.
 FG0928'LOCATED ABOUT 300 FT. NORTH OF RIDGE ON THE INSIDE OF CURVE IN ROAD,
 FG0928'AT NORTH END OF SMALL CURVE.  15 FT. WEST OF CENTERLINE OF PILOT MT.
 FG0928'RD.  6 FT. SOUTHWEST OF WHITE OAK TREE PAINTED USBM 1599.3.  CONCRETE
 FG0928'POST WITH TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1495 ***********************************************************************
 FG1495  DESIGNATION -  TT 18 H
 FG1495  PID         -  FG1495
 FG1495  STATE/COUNTY-  AR/FRANKLIN
 FG1495  USGS QUAD   -  HUNT (1963)
 FG1495
 FG1495                         *CURRENT SURVEY CONTROL
 FG1495  ___________________________________________________________________
 FG1495* NAD 83(1986)-  35 37 27.     (N)    093 43 47.     (W)     SCALED    
 FG1495* NAVD 88     -       496.919  (meters)    1630.31   (feet)  ADJUSTED  
 FG1495  ___________________________________________________________________
 FG1495  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FG1495  DYNAMIC HT  -         496.438 (meters)    1628.73  (feet)  COMP
 FG1495  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FG1495
 FG1495  VERT ORDER  -  SECOND    CLASS 0
 FG1495
 FG1495.The horizontal coordinates were scaled from a topographic map and have
 FG1495.an estimated accuracy of +/- 6 seconds.
 FG1495
 FG1495.The orthometric height was determined by differential leveling
 FG1495.and adjusted by the National Geodetic Survey in June 1991..
 FG1495
 FG1495.The geoid height was determined by GEOID03.
 FG1495
 FG1495.The dynamic height is computed by dividing the NAVD 88
 FG1495.geopotential number by the normal gravity value computed on the
 FG1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1495.degrees latitude (g = 980.6199 gals.).
 FG1495
 FG1495.The modeled gravity was interpolated from observed gravity values.
 FG1495
 FG1495;                    North         East    Units  Estimated Accuracy
 FG1495;SPC AR N     -   144,580.      243,320.      MT  (+/- 180 meters Scaled)
 FG1495
 FG1495                          SUPERSEDED SURVEY CONTROL
 FG1495
 FG1495  NGVD 29 (??/??/92)  496.83   (m)         1630.0    (f) COMPUTED    2 0
 FG1495
 FG1495.Superseded values are not recommended for survey control.
 FG1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1495.See file dsdata.txt to determine how the superseded data were derived.
 FG1495
 FG1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV339425(NAD 83)
 FG1495_MARKER: DD = SURVEY DISK
 FG1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1495_STAMPING: T.T. 18 H 1933
 FG1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1495+STABILITY: SURFACE MOTION
 FG1495
 FG1495  HISTORY     - Date     Condition        Report By
 FG1495  HISTORY     - 1933     MONUMENTED       USGS
 FG1495  HISTORY     - 1959     GOOD             NGS
 FG1495
 FG1495                          STATION DESCRIPTION
 FG1495
 FG1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1495'5.8 MI SW FROM TAFT.
 FG1495'3.6 MILES SOUTHWEST ALONG THE CASS-TAFT ROAD FROM THE POST OFFICE AT
 FG1495'TAFT, FRANKLIN COUNTY, 2.2 MILES SOUTH ALONG A COUNTY ROAD, 0.1 MILE
 FG1495'NORTH OF THE GEORGE MITCHEL FARMHOUSE, 55 FEET NORTH OF THE CENTER OF
 FG1495'THE JUNCTION OF A ROAD LEADING WEST OF BARNES, 32 FEET NORTH OF THE
 FG1495'CENTERLINE OF THE BARNES ROAD, AND 6 FEET SOUTH OF A 10-INCH BLAZED
 FG1495'OAK TREE.  A STANDARD DISK, STAMPED T.T. 18 H 1933 AND SET IN THE TOP
 FG1495'OF A CONCRETE POST.  NOTE-- THIS MARK RECOVERED AT THE INTERSECTION OF
 FG1495'THE TAFT-OZARK-BARNES ROADS, ABOUT 3.0 MILES NORTHERLY FROM THE FORKS
 FG1495'AT MOUNTAIN TOP, TO THE NORTH OF THE T-INTERSECTION AND 24 FEET
 FG1495'NORTHWEST OF A SIGN POST SET IN ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1801 ***********************************************************************
 FF1801  DESIGNATION -  TT 19 WM
 FF1801  PID         -  FF1801
 FF1801  STATE/COUNTY-  AR/INDEPENDENCE
 FF1801  USGS QUAD   -  CORD (1981)
 FF1801
 FF1801                         *CURRENT SURVEY CONTROL
 FF1801  ___________________________________________________________________
 FF1801* NAD 83(1997)-  35 48 05.62784(N)    091 21 11.36181(W)     ADJUSTED  
 FF1801* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 FF1801  ___________________________________________________________________
 FF1801  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FF1801  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF1801
 FF1801  HORZ ORDER  -  THIRD
 FF1801
 FF1801.The horizontal coordinates were established by classical geodetic methods
 FF1801.and adjusted by the National Geodetic Survey in September 1999..
 FF1801.No horizontal observational check was made to the station.
 FF1801
 FF1801.The orthometric height was scaled from a topographic map.
 FF1801
 FF1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1801
 FF1801.The geoid height was determined by GEOID03.
 FF1801
 FF1801;                    North         East     Units Scale Factor Converg.
 FF1801;SPC AR N     -   163,080.711   458,463.847   MT  0.99994310   +0 22 35.0
 FF1801;SPC AR N     -   535,040.63  1,504,143.47   sFT  0.99994310   +0 22 35.0
 FF1801;UTM  15      - 3,963,190.478   648,803.603   MT  0.99987285   +0 57 48.8
 FF1801
 FF1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1801!SPC AR N     -   0.99998896  x   0.99994310  =   0.99993206
 FF1801!UTM  15      -   0.99998896  x   0.99987285  =   0.99986182
 FF1801
 FF1801                          SUPERSEDED SURVEY CONTROL
 FF1801
 FF1801  NAD 83(1997)-  35 48 05.63243(N)    091 21 11.36364(W) AD(       ) 3
 FF1801  NAD 83(1986)-  35 48 05.63921(N)    091 21 11.36193(W) AD(       ) 3
 FF1801  NAD 27      -  35 48 05.36810(N)    091 21 10.89020(W) AD(       ) 3
 FF1801
 FF1801.Superseded values are not recommended for survey control.
 FF1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1801.See file dsdata.txt to determine how the superseded data were derived.
 FF1801
 FF1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4880463190(NAD 83)
 FF1801_MARKER: DB = BENCH MARK DISK
 FF1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1801+STABILITY: SURFACE MOTION
 FF1801
 FF1801  HISTORY     - Date     Condition        Report By
 FF1801  HISTORY     - 1954     MONUMENTED       USGS
 FF1801
 FF1801                          STATION DESCRIPTION
 FF1801
 FF1801'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (JCM)
 FF1801'THE STATION IS IN SECTION 31, T 14 N., R 3 W, ABOUT 9 MILES
 FF1801'NORTHEAST OF NEWARK, 1 MILE SOUTHWEST OF THE SMALL SETTLEMENT
 FF1801'OF CORD, 24 FEET WEST OF THE CENTER OF STATE HIGHWAY 122,
 FF1801'AND 16 FEET NORTH OF A POWERLINE POLE.  THE MARK IS A STANDARD
 FF1801'UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP
 FF1801'OF A 6 IN X 6 INCH CONCRETE POST SET FLUSH WITH THE SURFACE
 FF1801'OF THE GROUND.  THE DISK IS STAMPED TT 19 W M 1952.
 FF1801'
 FF1801'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION CORD
 FF1801'AND THE DISTANCES WAS FOUND TO BE 68.49 FEET 20.874 METERS
 FF1801'SOUTHEAST OF THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1843 ***********************************************************************
 EJ1843  DESIGNATION -  TT 2 ADP
 EJ1843  PID         -  EJ1843
 EJ1843  STATE/COUNTY-  AR/DALLAS
 EJ1843  USGS QUAD   -  ROUND HILL (1984)
 EJ1843
 EJ1843                         *CURRENT SURVEY CONTROL
 EJ1843  ___________________________________________________________________
 EJ1843* NAD 83(1997)-  34 07 43.21056(N)    092 47 30.21205(W)     ADJUSTED  
 EJ1843* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 EJ1843  ___________________________________________________________________
 EJ1843  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 EJ1843  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EJ1843
 EJ1843  HORZ ORDER  -  SECOND
 EJ1843
 EJ1843.The horizontal coordinates were established by classical geodetic methods
 EJ1843.and adjusted by the National Geodetic Survey in September 1999..
 EJ1843
 EJ1843.The orthometric height was scaled from a topographic map.
 EJ1843
 EJ1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1843
 EJ1843.The geoid height was determined by GEOID03.
 EJ1843
 EJ1843;                    North         East     Units Scale Factor Converg.
 EJ1843;SPC AR S     -   562,436.512   326,973.654   MT  0.99991982   -0 26 35.2
 EJ1843;SPC AR S     - 1,845,260.46  1,072,746.06   sFT  0.99991982   -0 26 35.2
 EJ1843;UTM  15      - 3,776,442.341   519,204.660   MT  0.99960455   +0 07 00.7
 EJ1843
 EJ1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1843!SPC AR S     -   0.99998186  x   0.99991982  =   0.99990169
 EJ1843!UTM  15      -   0.99998186  x   0.99960455  =   0.99958642
 EJ1843
 EJ1843                          SUPERSEDED SURVEY CONTROL
 EJ1843
 EJ1843  NAD 83(1986)-  34 07 43.22070(N)    092 47 30.20287(W) AD(       ) 2
 EJ1843  NAD 27      -  34 07 42.87155(N)    092 47 29.60535(W) AD(       ) 2
 EJ1843
 EJ1843.Superseded values are not recommended for survey control.
 EJ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1843.See file dsdata.txt to determine how the superseded data were derived.
 EJ1843
 EJ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1920576442(NAD 83)
 EJ1843_MARKER: DD = SURVEY DISK
 EJ1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1843+STABILITY: SURFACE MOTION
 EJ1843
 EJ1843  HISTORY     - Date     Condition        Report By
 EJ1843  HISTORY     - 1964     MONUMENTED       USGS
 EJ1843
 EJ1843                          STATION DESCRIPTION
 EJ1843
 EJ1843'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (VBM)
 EJ1843'ABOUT 12 MILES SOUTHWEST OF LEOLA, 10 MILES SOUTHEAST OF
 EJ1843'DONALDSON, 3 MILES WEST OF WILLOW AND ON ROAD RIGHT-OF-WAY.
 EJ1843'IT IS A STANDARD U.S.G.S DISK SET IN THE TOP OF A 6 X 6 INCH
 EJ1843'CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 63 FEET NORTHWEST OF
 EJ1843'A T-ROAD INTERSECTION, 23 FEET WEST OF THE CENTERLINE OF A
 EJ1843'GRAVELED ROAD, 1 FOOT NORTHEAST OF A WITNESS POST, AND 1
 EJ1843'FOOT EAST OF A FENCE.  THE DISK IS STAMPED 2 ADP 1962.
 EJ1843'
 EJ1843'TO REACH FROM THE WILLOW BAPTIST CHURCH IN WILLOW, GO WESTERLY
 EJ1843'ON THE PAVED ROAD FOR 0.1 MILE TO A RAILROAD CROSSING.  CONTINUE
 EJ1843'WESTERLY ON THE ROAD FOR 2.0 MILES TO A ROAD FORK.  TAKE
 EJ1843'THE LEFT FORK AND CONTINUE WESTERLY ON THE GRAVELED ROAD FOR
 EJ1843'0.1 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND CONTINUE
 EJ1843'WESTERLY ON THE GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD
 EJ1843'RIGHT AND THE MARK ON THE RIGHT.
 EJ1843'
 EJ1843'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EJ1843'ROUND AND THE DISTANCE IS 523.9308 M., 1718.93 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0378 ***********************************************************************
 FG0378  DESIGNATION -  TT 2 AEB
 FG0378  PID         -  FG0378
 FG0378  STATE/COUNTY-  AR/CONWAY
 FG0378  USGS QUAD   -  SPRINGFIELD (1990)
 FG0378
 FG0378                         *CURRENT SURVEY CONTROL
 FG0378  ___________________________________________________________________
 FG0378* NAD 83(1986)-  35 16 25.     (N)    092 32 12.     (W)     SCALED    
 FG0378* NAVD 88     -       124.540  (meters)     408.60   (feet)  ADJUSTED  
 FG0378  ___________________________________________________________________
 FG0378  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG0378  DYNAMIC HT  -         124.423 (meters)     408.21  (feet)  COMP
 FG0378  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 FG0378
 FG0378  VERT ORDER  -  SECOND    CLASS 0
 FG0378
 FG0378.The horizontal coordinates were scaled from a topographic map and have
 FG0378.an estimated accuracy of +/- 6 seconds.
 FG0378
 FG0378.The orthometric height was determined by differential leveling
 FG0378.and adjusted by the National Geodetic Survey in June 1991..
 FG0378
 FG0378.The geoid height was determined by GEOID03.
 FG0378
 FG0378.The dynamic height is computed by dividing the NAVD 88
 FG0378.geopotential number by the normal gravity value computed on the
 FG0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0378.degrees latitude (g = 980.6199 gals.).
 FG0378
 FG0378.The modeled gravity was interpolated from observed gravity values.
 FG0378
 FG0378;                    North         East    Units  Estimated Accuracy
 FG0378;SPC AR N     -   104,450.      351,180.      MT  (+/- 180 meters Scaled)
 FG0378
 FG0378                          SUPERSEDED SURVEY CONTROL
 FG0378
 FG0378  NGVD 29 (??/??/92)  124.539  (m)          408.59   (f) ADJ UNCH    2 0
 FG0378
 FG0378.Superseded values are not recommended for survey control.
 FG0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0378.See file dsdata.txt to determine how the superseded data were derived.
 FG0378
 FG0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV421034(NAD 83)
 FG0378_MARKER: DD = SURVEY DISK
 FG0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0378_STAMPING: 409 FEET TT 2 AEB 1959
 FG0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0378+STABILITY: SURFACE MOTION
 FG0378
 FG0378  HISTORY     - Date     Condition        Report By
 FG0378  HISTORY     - 1959     MONUMENTED       USGS
 FG0378  HISTORY     - 1962     GOOD             NGS
 FG0378
 FG0378                          STATION DESCRIPTION
 FG0378
 FG0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0378'11.4 MI SW FROM DAMASCUS.
 FG0378'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE IN
 FG0378'DAMASCUS, 22 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3.0 NORTHEAST OF
 FG0378'A TELEPHONE POLE, 1.6 FEET NORTH OF A FENCE LINE, SET IN THE TOP OF A
 FG0378'6 INCH CONCRETE POST WHICH PROJECTS 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1891 ***********************************************************************
 FF1891  DESIGNATION -  TT 2 D
 FF1891  PID         -  FF1891
 FF1891  STATE/COUNTY-  AR/IZARD
 FF1891  USGS QUAD   -  GUION (1964)
 FF1891
 FF1891                         *CURRENT SURVEY CONTROL
 FF1891  ___________________________________________________________________
 FF1891* NAD 83(1997)-  35 57 07.82481(N)    091 53 56.02440(W)     ADJUSTED  
 FF1891* NAVD 88     -       299.86   (+/-2cm)     983.8    (feet)  VERTCON   
 FF1891  ___________________________________________________________________
 FF1891  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FF1891  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FF1891
 FF1891  HORZ ORDER  -  SECOND
 FF1891  VERT ORDER  -  THIRD ? (See Below)
 FF1891
 FF1891.The horizontal coordinates were established by classical geodetic methods
 FF1891.and adjusted by the National Geodetic Survey in September 1999..
 FF1891
 FF1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1891.The vertical order pertains to the NGVD 29 superseded value.
 FF1891
 FF1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1891
 FF1891.The geoid height was determined by GEOID03.
 FF1891
 FF1891;                    North         East     Units Scale Factor Converg.
 FF1891;SPC AR N     -   179,603.730   409,121.042   MT  0.99995650   +0 03 31.8
 FF1891;SPC AR N     -   589,249.90  1,342,257.95   sFT  0.99995650   +0 03 31.8
 FF1891;UTM  15      - 3,979,204.075   599,301.718   MT  0.99972150   +0 38 47.5
 FF1891
 FF1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1891!SPC AR N     -   0.99995729  x   0.99995650  =   0.99991379
 FF1891!UTM  15      -   0.99995729  x   0.99972150  =   0.99967880
 FF1891
 FF1891                          SUPERSEDED SURVEY CONTROL
 FF1891
 FF1891  NAD 83(1986)-  35 57 07.83595(N)    091 53 56.02419(W) AD(       ) 2
 FF1891  NAD 27      -  35 57 07.57500(N)    091 53 55.49000(W) AD(       ) 2
 FF1891  NGVD 29 (07/19/86)  299.75   (m)          983.4    (f) LEVELING    3  
 FF1891
 FF1891.Superseded values are not recommended for survey control.
 FF1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1891.See file dsdata.txt to determine how the superseded data were derived.
 FF1891
 FF1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9930279204(NAD 83)
 FF1891_MARKER: DB = BENCH MARK DISK
 FF1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1891+STABILITY: SURFACE MOTION
 FF1891
 FF1891  HISTORY     - Date     Condition        Report By
 FF1891  HISTORY     - 1953     MONUMENTED       USGS
 FF1891
 FF1891                          STATION DESCRIPTION
 FF1891
 FF1891'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JCM)
 FF1891'THE STATION IS ABOUT 7-1/2 MILES SOUTH AND 1 MILE EAST OF
 FF1891'MELBOURNE, 2-1/2 MILES EAST AND 2 MILES NORTH OF GUION, 42 FEET
 FF1891'SOUTH OF THE CENTER OF A GRAVELED ROAD AND 11 FEET SOUTHWEST
 FF1891'OF THE WEST POST OF A WOODEN GATE.  IT IS A STANDARD U.S.
 FF1891'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF AN 8 X 8
 FF1891'INCH CONCRETE POST WHICH PROJECTS 6 INCHES.  A TRAVERSE WAS
 FF1891'MADE FROM TRIANGULATION STATION GID AND THE DISTANCE WAS
 FF1891'FOUND TO BE 205.777 METERS SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0165 ***********************************************************************
 DL0165  DESIGNATION -  TT 2 LS
 DL0165  PID         -  DL0165
 DL0165  STATE/COUNTY-  AR/BRADLEY
 DL0165  USGS QUAD   -  VICK (1985)
 DL0165
 DL0165                         *CURRENT SURVEY CONTROL
 DL0165  ___________________________________________________________________
 DL0165* NAD 83(1986)-  33 19 35.     (N)    092 06 16.     (W)     SCALED    
 DL0165* NAVD 88     -        43.725  (meters)     143.45   (feet)  ADJUSTED  
 DL0165  ___________________________________________________________________
 DL0165  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DL0165  DYNAMIC HT  -          43.679 (meters)     143.30  (feet)  COMP
 DL0165  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 DL0165
 DL0165  VERT ORDER  -  SECOND    CLASS 0
 DL0165
 DL0165.The horizontal coordinates were scaled from a topographic map and have
 DL0165.an estimated accuracy of +/- 6 seconds.
 DL0165
 DL0165.The orthometric height was determined by differential leveling
 DL0165.and adjusted by the National Geodetic Survey in June 1991..
 DL0165
 DL0165.The geoid height was determined by GEOID03.
 DL0165
 DL0165.The dynamic height is computed by dividing the NAVD 88
 DL0165.geopotential number by the normal gravity value computed on the
 DL0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0165.degrees latitude (g = 980.6199 gals.).
 DL0165
 DL0165.The modeled gravity was interpolated from observed gravity values.
 DL0165
 DL0165;                    North         East    Units  Estimated Accuracy
 DL0165;SPC AR S     -   473,180.      390,280.      MT  (+/- 180 meters Scaled)
 DL0165
 DL0165                          SUPERSEDED SURVEY CONTROL
 DL0165
 DL0165  NGVD 29 (??/??/92)   43.800  (m)          143.70   (f) ADJ UNCH    2 0
 DL0165
 DL0165.Superseded values are not recommended for survey control.
 DL0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0165.See file dsdata.txt to determine how the superseded data were derived.
 DL0165
 DL0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS833878(NAD 83)
 DL0165_MARKER: DD = SURVEY DISK
 DL0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0165_STAMPING: TT 2 LS 1933
 DL0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0165+STABILITY: SURFACE MOTION
 DL0165
 DL0165  HISTORY     - Date     Condition        Report By
 DL0165  HISTORY     - 1933     MONUMENTED       USGS
 DL0165  HISTORY     - 1964     GOOD             NGS
 DL0165
 DL0165                          STATION DESCRIPTION
 DL0165
 DL0165'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 DL0165'IN VICK.
 DL0165'AT VICK, BRADLEY COUNTY, 35 YARDS WEST OF THE WEST CORNER OF THE
 DL0165'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, AT MILEAGE 25.8,
 DL0165'93.3 FEET SOUTH OF THE CENTER OF AN INTERSECTION, 89.5 FEET SOUTHWEST
 DL0165'OF THE CENTERLINE OF THE TRACK, 39.6 FEET SOUTHWEST OF POLE 25+26, AND
 DL0165'27.6 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD.  A U. S.
 DL0165'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 2 LS 1933 AND SET IN THE
 DL0165'TOP OF A CONCRETE POST.  NOTE-- ABOUT 90 FEET WEST OF THE STATION SIGN
 DL0165'AT VICK AND ABOUT 89.5 FEET SOUTHWEST OF CENTERLINE OF TRACK.
 DL0165
 DL0165                          STATION RECOVERY (1964)
 DL0165
 DL0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0769 ***********************************************************************
 FG0769  DESIGNATION -  TT 2 TX
 FG0769  PID         -  FG0769
 FG0769  STATE/COUNTY-  AR/POPE
 FG0769  USGS QUAD   -  SAND GAP (1980)
 FG0769
 FG0769                         *CURRENT SURVEY CONTROL
 FG0769  ___________________________________________________________________
 FG0769* NAD 83(1986)-  35 39 02.     (N)    093 00 11.     (W)     SCALED    
 FG0769* NAVD 88     -       267.082  (meters)     876.25   (feet)  ADJUSTED  
 FG0769  ___________________________________________________________________
 FG0769  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0769  DYNAMIC HT  -         266.816 (meters)     875.38  (feet)  COMP
 FG0769  MODELED GRAV-     979,632.2   (mgal)                       NAVD 88
 FG0769
 FG0769  VERT ORDER  -  SECOND    CLASS 0
 FG0769
 FG0769.The horizontal coordinates were scaled from a topographic map and have
 FG0769.an estimated accuracy of +/- 6 seconds.
 FG0769
 FG0769.The orthometric height was determined by differential leveling
 FG0769.and adjusted by the National Geodetic Survey in June 1991..
 FG0769
 FG0769.The geoid height was determined by GEOID03.
 FG0769
 FG0769.The dynamic height is computed by dividing the NAVD 88
 FG0769.geopotential number by the normal gravity value computed on the
 FG0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0769.degrees latitude (g = 980.6199 gals.).
 FG0769
 FG0769.The modeled gravity was interpolated from observed gravity values.
 FG0769
 FG0769;                    North         East    Units  Estimated Accuracy
 FG0769;SPC AR N     -   146,600.      309,170.      MT  (+/- 180 meters Scaled)
 FG0769
 FG0769                          SUPERSEDED SURVEY CONTROL
 FG0769
 FG0769  NGVD 29 (??/??/92)  266.993  (m)          875.96   (f) ADJ UNCH    2 0
 FG0769
 FG0769.Superseded values are not recommended for survey control.
 FG0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0769.See file dsdata.txt to determine how the superseded data were derived.
 FG0769
 FG0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV997451(NAD 83)
 FG0769_MARKER: DD = SURVEY DISK
 FG0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0769_STAMPING: T.T. 2 TX 1931
 FG0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0769+STABILITY: SURFACE MOTION
 FG0769
 FG0769  HISTORY     - Date     Condition        Report By
 FG0769  HISTORY     - 1931     MONUMENTED       USGS
 FG0769
 FG0769                          STATION DESCRIPTION
 FG0769
 FG0769'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0769'0.3 MI NE FROM CAMP VICTOR.
 FG0769'0.3 MILE NORTHEAST ALONG THE VICTOR ROAD FROM THE MESS HALL AT CAMP
 FG0769'VICTOR, POPE COUNTY, 200 FEET SOUTH OF THE RILEY BRANCH FARMHOUSE, 36
 FG0769'FEET WEST OF THE CENTERLINE OF THE ROAD, 26 FEET SOUTH OF A CREEK, 15
 FG0769'FEET NORTH OF THE CENTER OF A GATE, AND 3 FEET SOUTHWEST OF A
 FG0769'NORTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED T.T. 2 TX 1931 AND
 FG0769'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1270 ***********************************************************************
 FG1270  DESIGNATION -  TT 20 B
 FG1270  PID         -  FG1270
 FG1270  STATE/COUNTY-  AR/LOGAN
 FG1270  USGS QUAD   -  BOONEVILLE (1983)
 FG1270
 FG1270                         *CURRENT SURVEY CONTROL
 FG1270  ___________________________________________________________________
 FG1270* NAD 83(1997)-  35 08 27.29861(N)    093 55 17.40256(W)     ADJUSTED  
 FG1270* NAVD 88     -       155.995  (meters)     511.79   (feet)  ADJUSTED  
 FG1270  ___________________________________________________________________
 FG1270  X           -    -357,099.928 (meters)                     COMP
 FG1270  Y           -  -5,209,322.080 (meters)                     COMP
 FG1270  Z           -   3,650,734.792 (meters)                     COMP
 FG1270  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 FG1270  ELLIP HEIGHT-         126.30  (meters)          (09/24/01) GPS OBS
 FG1270  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FG1270  DYNAMIC HT  -         155.843 (meters)     511.29  (feet)  COMP
 FG1270  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 FG1270
 FG1270  HORZ ORDER  -  FIRST
 FG1270  VERT ORDER  -  SECOND    CLASS 0
 FG1270  ELLP ORDER  -  FOURTH    CLASS II
 FG1270
 FG1270.The horizontal coordinates were established by GPS observations
 FG1270.and adjusted by the National Geodetic Survey in September 1999..
 FG1270
 FG1270.The orthometric height was determined by differential leveling
 FG1270.and adjusted by the National Geodetic Survey in June 1991..
 FG1270.WARNING-GPS observations at this control monument resulted in a GPS
 FG1270.derived orthometric height which differed from the leveled height by
 FG1270.more than one decimeter (0.1 meter).
 FG1270
 FG1270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1270
 FG1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1270
 FG1270.The ellipsoidal height was determined by GPS observations
 FG1270.and is referenced to NAD 83.
 FG1270
 FG1270.The geoid height was determined by GEOID03.
 FG1270
 FG1270.The dynamic height is computed by dividing the NAVD 88
 FG1270.geopotential number by the normal gravity value computed on the
 FG1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1270.degrees latitude (g = 980.6199 gals.).
 FG1270
 FG1270.The modeled gravity was interpolated from observed gravity values.
 FG1270
 FG1270;                    North         East     Units Scale Factor Converg.
 FG1270;SPC AR N     -    91,303.048   224,908.091   MT  0.99996568   -1 07 05.2
 FG1270;SPC AR N     -   299,550.08    737,885.96   sFT  0.99996568   -1 07 05.2
 FG1270;UTM  15      - 3,889,058.900   416,054.718   MT  0.99968684   -0 31 49.6
 FG1270
 FG1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1270!SPC AR N     -   0.99998018  x   0.99996568  =   0.99994586
 FG1270!UTM  15      -   0.99998018  x   0.99968684  =   0.99966702
 FG1270
 FG1270                          SUPERSEDED SURVEY CONTROL
 FG1270
 FG1270  ELLIP H (09/14/99)  126.30   (m)                       GP(       ) 4 1
 FG1270  NAD 83(1997)-  35 08 27.30653(N)    093 55 17.39913(W) AD(       ) 1
 FG1270  NAD 83(1986)-  35 08 27.30771(N)    093 55 17.39329(W) AD(       ) 1
 FG1270  NGVD 29 (??/??/92)  155.923  (m)          511.56   (f) ADJ UNCH    2 0
 FG1270
 FG1270.Superseded values are not recommended for survey control.
 FG1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1270.See file dsdata.txt to determine how the superseded data were derived.
 FG1270
 FG1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1605589059(NAD 83)
 FG1270_MARKER: DB = BENCH MARK DISK
 FG1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1270_SP_SET: STEP
 FG1270_STAMPING: TT 20B 1933 511
 FG1270_MARK LOGO: USGS  
 FG1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1270+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1990
 FG1270
 FG1270  HISTORY     - Date     Condition        Report By
 FG1270  HISTORY     - 1933     MONUMENTED       USGS
 FG1270  HISTORY     - 1934     GOOD             CGS
 FG1270  HISTORY     - 1959     GOOD             CGS
 FG1270  HISTORY     - 19891006 GOOD             NGS
 FG1270  HISTORY     - 19900531 GOOD             NGS
 FG1270
 FG1270                          STATION DESCRIPTION
 FG1270
 FG1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1270'IN BOONEVILLE.
 FG1270'TABLET SET HORIZONTALLY ON SOUTH END OF BOTTOM STEP OF LOGAN COUNTY
 FG1270'COURTHOUSE, AT BOONEVILLE, AT WEST ENTRANCE OF COURTHOUSE.  5.3 FEET
 FG1270'SOUTH OF CENTER OF WEST ENTRANCE DOOR.  0.7 FEET NORTH OF SOUTH END OF
 FG1270'STEP.  0.6 FEET ABOVE THE GROUND.
 FG1270
 FG1270                          STATION RECOVERY (1959)
 FG1270
 FG1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FG1270'RECOVERED IN GOOD CONDITION.
 FG1270
 FG1270                          STATION RECOVERY (1989)
 FG1270
 FG1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FG1270'STATION IS LOCATED ABOUT 10.2 KM (6.3 MI) WEST OF MAGAZINE, 8.7 KM
 FG1270'(5.4 MI) SOUTH OF CHISMVILLE.  AT THE COUNTY COURTHOUSE IN
 FG1270'BOONEVILLE.
 FG1270'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 23 IN
 FG1270'BOONEVILLE.  GO NORTH ON STATE HIGHWAY 23 FOR 0.10 KM (0.06 MI) TO
 FG1270'THE COUNTY COURTHOUSE AND THE STATION ON THE RIGHT.  IN THE SOUTHWEST
 FG1270'CORNER OF THE CONCRETE PORCH OF THE WEST ENTRANCE TO THE COUNTY
 FG1270'COURTHOUSE.
 FG1270'STATION IS A STANDARD USGS BENCH MARK DISK STAMPED---TT 20B 1933
 FG1270'511---.  SET IN THE TOP OF A 14 X 30 FT (9.1 M) CONCRETE PORCH. IT IS
 FG1270'4.15 M (13.62 FT) SOUTHWEST OF THE CENTER OF THE WEST ENTRANCE DOOR,
 FG1270'1.9 M (6.2 FT) SOUTH OF THE CENTER OF THE WEST CONCRETE STEPS, 0.38 M
 FG1270'(1.25 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE PORCH, AND 0.2 M
 FG1270'(0.7 FT) EAST OF THE WEST EDGE OF THE PORCH.
 FG1270'USE A 8 FOOT TRI-POD FOR BETTER CLEARANCE.
 FG1270'DESCRIBED BY E.J.HANSMANN.
 FG1270
 FG1270                          STATION RECOVERY (1990)
 FG1270
 FG1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FG1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0142 ***********************************************************************
 DL0142  DESIGNATION -  TT 20 E
 DL0142  PID         -  DL0142
 DL0142  STATE/COUNTY-  AR/UNION
 DL0142  USGS QUAD   -  HUTTIG (1981)
 DL0142
 DL0142                         *CURRENT SURVEY CONTROL
 DL0142  ___________________________________________________________________
 DL0142* NAD 83(1986)-  33 02 18.     (N)    092 10 36.     (W)     SCALED    
 DL0142* NAVD 88     -        30.58   (+/-2cm)     100.3    (feet)  VERTCON   
 DL0142  ___________________________________________________________________
 DL0142  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0142
 DL0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DL0142
 DL0142.The horizontal coordinates were scaled from a topographic map and have
 DL0142.an estimated accuracy of +/- 6 seconds.
 DL0142
 DL0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0142.The vertical order pertains to the NGVD 29 superseded value.
 DL0142
 DL0142.The geoid height was determined by GEOID03.
 DL0142
 DL0142;                    North         East    Units  Estimated Accuracy
 DL0142;SPC AR S     -   441,240.      383,500.      MT  (+/- 180 meters Scaled)
 DL0142
 DL0142                          SUPERSEDED SURVEY CONTROL
 DL0142
 DL0142  NGVD 29 (??/??/92)   30.639  (m)          100.52   (f) ADJ UNCH    2 0
 DL0142
 DL0142.Superseded values are not recommended for survey control.
 DL0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0142.See file dsdata.txt to determine how the superseded data were derived.
 DL0142
 DL0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS768558(NAD 83)
 DL0142_MARKER: DD = SURVEY DISK
 DL0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0142_STAMPING: TT 20 E 1932
 DL0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0142+STABILITY: SURFACE MOTION
 DL0142
 DL0142  HISTORY     - Date     Condition        Report By
 DL0142  HISTORY     - 1932     MONUMENTED       USGS
 DL0142  HISTORY     - 1944     GOOD             NGS
 DL0142
 DL0142                          STATION DESCRIPTION
 DL0142
 DL0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DL0142'IN HUTTIG.
 DL0142'AT HUTTIG, IN THE YARD OF THE GENERAL OFFICE BUILDING OF THE UNION
 DL0142'SAWMILL CO., AND 2 FEET WEST OF THE SOUTHEAST CORNER FENCE POST.  24
 DL0142'FT. NORTH AND 33 FEET WEST FROM T ST. NORTH, 2 FEET NORTH AND 2 FEET
 DL0142'WEST FROM CORNER FENCE POST AT SE CORNER OF YARD, IN A CONCRETE POST.
 DL0142'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 20 E 1932
 DL0142'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0239 ***********************************************************************
 FG0239  DESIGNATION -  TT 20 RDM
 FG0239  PID         -  FG0239
 FG0239  STATE/COUNTY-  AR/VAN BUREN
 FG0239  USGS QUAD   -  MORGANTON (1989)
 FG0239
 FG0239                         *CURRENT SURVEY CONTROL
 FG0239  ___________________________________________________________________
 FG0239* NAD 83(1986)-  35 23 18.     (N)    092 21 52.     (W)     SCALED    
 FG0239* NAVD 88     -       222.306  (meters)     729.35   (feet)  ADJUSTED  
 FG0239  ___________________________________________________________________
 FG0239  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0239  DYNAMIC HT  -         222.100 (meters)     728.67  (feet)  COMP
 FG0239  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FG0239
 FG0239  VERT ORDER  -  SECOND    CLASS 0
 FG0239
 FG0239.The horizontal coordinates were scaled from a topographic map and have
 FG0239.an estimated accuracy of +/- 6 seconds.
 FG0239
 FG0239.The orthometric height was determined by differential leveling
 FG0239.and adjusted by the National Geodetic Survey in June 1991..
 FG0239
 FG0239.The geoid height was determined by GEOID03.
 FG0239
 FG0239.The dynamic height is computed by dividing the NAVD 88
 FG0239.geopotential number by the normal gravity value computed on the
 FG0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0239.degrees latitude (g = 980.6199 gals.).
 FG0239
 FG0239.The modeled gravity was interpolated from observed gravity values.
 FG0239
 FG0239;                    North         East    Units  Estimated Accuracy
 FG0239;SPC AR N     -   117,100.      366,890.      MT  (+/- 180 meters Scaled)
 FG0239
 FG0239                          SUPERSEDED SURVEY CONTROL
 FG0239
 FG0239  NGVD 29 (??/??/92)  222.278  (m)          729.26   (f) ADJ UNCH    2 0
 FG0239
 FG0239.Superseded values are not recommended for survey control.
 FG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0239.See file dsdata.txt to determine how the superseded data were derived.
 FG0239
 FG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV577162(NAD 83)
 FG0239_MARKER: DB = BENCH MARK DISK
 FG0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0239_STAMPING: 729 FEET TT 20 RDM 1959
 FG0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0239+STABILITY: SURFACE MOTION
 FG0239
 FG0239  HISTORY     - Date     Condition        Report By
 FG0239  HISTORY     - 1959     MONUMENTED       USGS
 FG0239  HISTORY     - 1967     GOOD             NGS
 FG0239
 FG0239                          STATION DESCRIPTION
 FG0239
 FG0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0239'8.7 MI W FROM QUITMAN.
 FG0239'IT IS 0.3 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE IN
 FG0239'QUITMAN, THENCE 8.4 MILES WEST ALONG STATE HIGHWAY 124, 40 FEET NORTH
 FG0239'OF THE CENTER OF STATE HIGHWAY 124, 19 FEET WEST OF A POWERLINE POLE,
 FG0239'17 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A METAL WITNESS POST,
 FG0239'0.5 FEET NORTH OF A FENCE AND SET IN THE TOP OF A 6 INCH SQUARE
 FG0239'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0955 ***********************************************************************
 FG0955  DESIGNATION -  TT 20 TX
 FG0955  PID         -  FG0955
 FG0955  STATE/COUNTY-  AR/POPE
 FG0955  USGS QUAD   -  TREAT (1980)
 FG0955
 FG0955                         *CURRENT SURVEY CONTROL
 FG0955  ___________________________________________________________________
 FG0955* NAD 83(1986)-  35 31 30.     (N)    093 08 37.     (W)     SCALED    
 FG0955* NAVD 88     -       175.088  (meters)     574.43   (feet)  ADJUSTED  
 FG0955  ___________________________________________________________________
 FG0955  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FG0955  DYNAMIC HT  -         174.920 (meters)     573.88  (feet)  COMP
 FG0955  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 FG0955
 FG0955  VERT ORDER  -  SECOND    CLASS 0
 FG0955
 FG0955.The horizontal coordinates were scaled from a topographic map and have
 FG0955.an estimated accuracy of +/- 6 seconds.
 FG0955
 FG0955.The orthometric height was determined by differential leveling
 FG0955.and adjusted by the National Geodetic Survey in June 1991..
 FG0955
 FG0955.The geoid height was determined by GEOID03.
 FG0955
 FG0955.The dynamic height is computed by dividing the NAVD 88
 FG0955.geopotential number by the normal gravity value computed on the
 FG0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0955.degrees latitude (g = 980.6199 gals.).
 FG0955
 FG0955.The modeled gravity was interpolated from observed gravity values.
 FG0955
 FG0955;                    North         East    Units  Estimated Accuracy
 FG0955;SPC AR N     -   132,810.      296,280.      MT  (+/- 180 meters Scaled)
 FG0955
 FG0955                          SUPERSEDED SURVEY CONTROL
 FG0955
 FG0955  NGVD 29 (??/??/92)  175.033  (m)          574.25   (f) ADJ UNCH    2 0
 FG0955
 FG0955.Superseded values are not recommended for survey control.
 FG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0955.See file dsdata.txt to determine how the superseded data were derived.
 FG0955
 FG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV869312(NAD 83)
 FG0955_MARKER: DD = SURVEY DISK
 FG0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0955_STAMPING: TT 20 TX 1931
 FG0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0955+STABILITY: SURFACE MOTION
 FG0955
 FG0955  HISTORY     - Date     Condition        Report By
 FG0955  HISTORY     - 1931     MONUMENTED       USGS
 FG0955  HISTORY     - 1934     GOOD             NGS
 FG0955
 FG0955                          STATION DESCRIPTION
 FG0955
 FG0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0955'11.7 MI NW FROM DOVER.
 FG0955'11.7 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE GRADE SCHOOL AT
 FG0955'DOVER, 135 FEET EAST OF A WOODEN GATE 15.5 FEET NORTHEAST OF A DOUBLE
 FG0955'CONCRETE CULVERT UNDER THE HIGHWAY, 33.7 FEET NORTHWEST OF THE CENTER
 FG0955'LINE OF THE HIGHWAY, 32.1 FEET NORTHEAST OF THE OZARK NATIONAL FOREST
 FG0955'BOUNDARY SIGN, AND 8.8 FEET EAST OF A TWIN TREE.  SET IN THE TOP OF A
 FG0955'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0244 ***********************************************************************
 FG0244  DESIGNATION -  TT 21 RDM
 FG0244  PID         -  FG0244
 FG0244  STATE/COUNTY-  AR/VAN BUREN
 FG0244  USGS QUAD   -  MORGANTON (1989)
 FG0244
 FG0244                         *CURRENT SURVEY CONTROL
 FG0244  ___________________________________________________________________
 FG0244* NAD 83(1986)-  35 22 57.     (N)    092 17 14.     (W)     SCALED    
 FG0244* NAVD 88     -       187.005  (meters)     613.53   (feet)  ADJUSTED  
 FG0244  ___________________________________________________________________
 FG0244  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FG0244  DYNAMIC HT  -         186.832 (meters)     612.96  (feet)  COMP
 FG0244  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FG0244
 FG0244  VERT ORDER  -  SECOND    CLASS 0
 FG0244
 FG0244.The horizontal coordinates were scaled from a topographic map and have
 FG0244.an estimated accuracy of +/- 6 seconds.
 FG0244
 FG0244.The orthometric height was determined by differential leveling
 FG0244.and adjusted by the National Geodetic Survey in June 1991..
 FG0244
 FG0244.The geoid height was determined by GEOID03.
 FG0244
 FG0244.The dynamic height is computed by dividing the NAVD 88
 FG0244.geopotential number by the normal gravity value computed on the
 FG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0244.degrees latitude (g = 980.6199 gals.).
 FG0244
 FG0244.The modeled gravity was interpolated from observed gravity values.
 FG0244
 FG0244;                    North         East    Units  Estimated Accuracy
 FG0244;SPC AR N     -   116,430.      373,900.      MT  (+/- 180 meters Scaled)
 FG0244
 FG0244                          SUPERSEDED SURVEY CONTROL
 FG0244
 FG0244  NGVD 29 (??/??/92)  186.968  (m)          613.41   (f) ADJ UNCH    2 0
 FG0244
 FG0244.Superseded values are not recommended for survey control.
 FG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0244.See file dsdata.txt to determine how the superseded data were derived.
 FG0244
 FG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV647156(NAD 83)
 FG0244_MARKER: DB = BENCH MARK DISK
 FG0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0244_STAMPING: 613 FEET TT 21 RDM 1959
 FG0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0244+STABILITY: SURFACE MOTION
 FG0244
 FG0244  HISTORY     - Date     Condition        Report By
 FG0244  HISTORY     - 1959     MONUMENTED       USGS
 FG0244  HISTORY     - 1967     GOOD             NGS
 FG0244
 FG0244                          STATION DESCRIPTION
 FG0244
 FG0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0244'4.2 MI W FROM QUITMAN.
 FG0244'IT IS 0.3 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE IN
 FG0244'QUITMAN, THENCE 3.9 MILES WEST ALONG STATE HIGHWAY 124, 137 FEET EAST
 FG0244'OF THE CENTER OF A ROAD LEADING NORTH, 42 FEET NORTH OF THE CENTER OF
 FG0244'THE HIGHWAY, 15 FEET EAST OF A POWERLINE POLE, 5 FEET ABOVE THE
 FG0244'SURFACE OF THE HIGHWAY AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 FG0244'POST PROJECTING 2 INCHES.  A METAL WITNESS POST WAS SET 1 FOOT WEST OF
 FG0244'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0254 ***********************************************************************
 DL0254  DESIGNATION -  TT 21 Y
 DL0254  PID         -  DL0254
 DL0254  STATE/COUNTY-  AR/UNION
 DL0254  USGS QUAD   -  EL DORADO EAST (1981)
 DL0254
 DL0254                         *CURRENT SURVEY CONTROL
 DL0254  ___________________________________________________________________
 DL0254* NAD 83(1986)-  33 14 10.     (N)    092 31 55.     (W)     SCALED    
 DL0254* NAVD 88     -        59.937  (meters)     196.64   (feet)  ADJUSTED  
 DL0254  ___________________________________________________________________
 DL0254  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0254  DYNAMIC HT  -          59.872 (meters)     196.43  (feet)  COMP
 DL0254  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 DL0254
 DL0254  VERT ORDER  -  FIRST     CLASS II
 DL0254
 DL0254.The horizontal coordinates were scaled from a topographic map and have
 DL0254.an estimated accuracy of +/- 6 seconds.
 DL0254
 DL0254.The orthometric height was determined by differential leveling
 DL0254.and adjusted by the National Geodetic Survey in June 1991..
 DL0254
 DL0254.The geoid height was determined by GEOID03.
 DL0254
 DL0254.The dynamic height is computed by dividing the NAVD 88
 DL0254.geopotential number by the normal gravity value computed on the
 DL0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0254.degrees latitude (g = 980.6199 gals.).
 DL0254
 DL0254.The modeled gravity was interpolated from observed gravity values.
 DL0254
 DL0254;                    North         East    Units  Estimated Accuracy
 DL0254;SPC AR S     -   463,290.      350,420.      MT  (+/- 180 meters Scaled)
 DL0254
 DL0254                          SUPERSEDED SURVEY CONTROL
 DL0254
 DL0254  NGVD 29 (??/??/92)   59.978  (m)          196.78   (f) ADJ UNCH    1 2
 DL0254
 DL0254.Superseded values are not recommended for survey control.
 DL0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0254.See file dsdata.txt to determine how the superseded data were derived.
 DL0254
 DL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS436775(NAD 83)
 DL0254_MARKER: DD = SURVEY DISK
 DL0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0254_STAMPING: TT STA NO 21 Y 1927 197
 DL0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0254+STABILITY: SURFACE MOTION
 DL0254
 DL0254  HISTORY     - Date     Condition        Report By
 DL0254  HISTORY     - 1927     MONUMENTED       USGS
 DL0254  HISTORY     - 1960     GOOD             NGS
 DL0254  HISTORY     - 1964     GOOD             NGS
 DL0254
 DL0254                          STATION DESCRIPTION
 DL0254
 DL0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0254'IN OLD UNION.
 DL0254'AT OLD UNION, IN SECTION 15, T 17 S, R 14 W, 247 FEET SOUTHWEST OF THE
 DL0254'SOUTHWEST CORNER OF THE OLD UNION BAPTIST CHURCH, 150 FEET NORTHEAST
 DL0254'OF THE CENTER OF THE JUNCTION OF TWO PAVED ROADS, 36 FEET NORTH OF THE
 DL0254'CENTER LINE OF A PAVED ROAD, 39 FEET EAST OF THE CENTER LINE OF A
 DL0254'PAVED ROAD, 65 1/2 FEET SOUTH OF THE MORE WESTERLY OF TWO PINE TREES,
 DL0254'30 1/2 FEET SOUTHWEST OF A POWER POLE, 1.0 FOOT NORTH OF A METAL
 DL0254'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DL0254
 DL0254                          STATION RECOVERY (1964)
 DL0254
 DL0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1278 ***********************************************************************
 FG1278  DESIGNATION -  TT 22 B
 FG1278  PID         -  FG1278
 FG1278  STATE/COUNTY-  AR/LOGAN
 FG1278  USGS QUAD   -  BLUE MOUNTAIN (1966)
 FG1278
 FG1278                         *CURRENT SURVEY CONTROL
 FG1278  ___________________________________________________________________
 FG1278* NAD 83(1986)-  35 07 56.     (N)    093 42 52.     (W)     SCALED    
 FG1278* NAVD 88     -       163.346  (meters)     535.91   (feet)  ADJUSTED  
 FG1278  ___________________________________________________________________
 FG1278  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FG1278  DYNAMIC HT  -         163.185 (meters)     535.38  (feet)  COMP
 FG1278  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FG1278
 FG1278  VERT ORDER  -  SECOND    CLASS 0
 FG1278
 FG1278.The horizontal coordinates were scaled from a topographic map and have
 FG1278.an estimated accuracy of +/- 6 seconds.
 FG1278
 FG1278.The orthometric height was determined by differential leveling
 FG1278.and adjusted by the National Geodetic Survey in June 1991..
 FG1278
 FG1278.The geoid height was determined by GEOID03.
 FG1278
 FG1278.The dynamic height is computed by dividing the NAVD 88
 FG1278.geopotential number by the normal gravity value computed on the
 FG1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1278.degrees latitude (g = 980.6199 gals.).
 FG1278
 FG1278.The modeled gravity was interpolated from observed gravity values.
 FG1278
 FG1278;                    North         East    Units  Estimated Accuracy
 FG1278;SPC AR N     -    89,990.      243,760.      MT  (+/- 180 meters Scaled)
 FG1278
 FG1278                          SUPERSEDED SURVEY CONTROL
 FG1278
 FG1278  NGVD 29 (??/??/92)  163.281  (m)          535.70   (f) ADJ UNCH    2 0
 FG1278
 FG1278.Superseded values are not recommended for survey control.
 FG1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1278.See file dsdata.txt to determine how the superseded data were derived.
 FG1278
 FG1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU349879(NAD 83)
 FG1278_MARKER: DB = BENCH MARK DISK
 FG1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1278_STAMPING: T.T.22-B 1933
 FG1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1278+STABILITY: SURFACE MOTION
 FG1278
 FG1278  HISTORY     - Date     Condition        Report By
 FG1278  HISTORY     - 1933     MONUMENTED       CGS
 FG1278  HISTORY     - 1934     GOOD             NGS
 FG1278  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1278
 FG1278                          STATION DESCRIPTION
 FG1278
 FG1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG1278'IN BLUE MOUNTAIN.
 FG1278'POST SET AT BLUE MOUNTAIN SCHOOL.  ABOUT 0.4 MILE NORTHWEST OF
 FG1278'CHICAGO, ROCK ISLAND AND PACIFIC RY. STATION.  ABOUT 135 FEET
 FG1278'NORTHEAST OF CENTERLINE OF STATE HWY. NO. 10.  40.5 FEET SOUTH OF
 FG1278'SOUTH CORNER OF BRICK SCHOOL HOUSE.  27.4 FEET SOUTHEAST OF ROCK
 FG1278'CURBING ON EDGE OF WALK.  TABLET SET IN PRECAST CONCRETE POST. NOTE--
 FG1278'THE SCHOOL HAS BEEN ABANDONED.
 FG1278
 FG1278                          STATION RECOVERY (1959)
 FG1278
 FG1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0246 ***********************************************************************
 FG0246  DESIGNATION -  TT 22 RDM
 FG0246  PID         -  FG0246
 FG0246  STATE/COUNTY-  AR/CLEBURNE
 FG0246  USGS QUAD   -  QUITMAN (1991)
 FG0246
 FG0246                         *CURRENT SURVEY CONTROL
 FG0246  ___________________________________________________________________
 FG0246* NAD 83(1986)-  35 22 40.     (N)    092 14 48.     (W)     SCALED    
 FG0246* NAVD 88     -       199.779  (meters)     655.44   (feet)  ADJUSTED  
 FG0246  ___________________________________________________________________
 FG0246  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FG0246  DYNAMIC HT  -         199.595 (meters)     654.84  (feet)  COMP
 FG0246  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FG0246
 FG0246  VERT ORDER  -  SECOND    CLASS 0
 FG0246
 FG0246.The horizontal coordinates were scaled from a topographic map and have
 FG0246.an estimated accuracy of +/- 6 seconds.
 FG0246
 FG0246.The orthometric height was determined by differential leveling
 FG0246.and adjusted by the National Geodetic Survey in June 1991..
 FG0246
 FG0246.The geoid height was determined by GEOID03.
 FG0246
 FG0246.The dynamic height is computed by dividing the NAVD 88
 FG0246.geopotential number by the normal gravity value computed on the
 FG0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0246.degrees latitude (g = 980.6199 gals.).
 FG0246
 FG0246.The modeled gravity was interpolated from observed gravity values.
 FG0246
 FG0246;                    North         East    Units  Estimated Accuracy
 FG0246;SPC AR N     -   115,900.      377,590.      MT  (+/- 180 meters Scaled)
 FG0246
 FG0246                          SUPERSEDED SURVEY CONTROL
 FG0246
 FG0246  NGVD 29 (??/??/92)  199.738  (m)          655.31   (f) ADJ UNCH    2 0
 FG0246
 FG0246.Superseded values are not recommended for survey control.
 FG0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0246.See file dsdata.txt to determine how the superseded data were derived.
 FG0246
 FG0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV684151(NAD 83)
 FG0246_MARKER: DB = BENCH MARK DISK
 FG0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0246_STAMPING: 665 FEET TT 22 RDM 1955
 FG0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0246+STABILITY: SURFACE MOTION
 FG0246
 FG0246  HISTORY     - Date     Condition        Report By
 FG0246  HISTORY     - 1955     MONUMENTED       USGS
 FG0246  HISTORY     - 1967     GOOD             NGS
 FG0246
 FG0246                          STATION DESCRIPTION
 FG0246
 FG0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0246'1.8 MI W FROM QUITMAN.
 FG0246'IT IS 0.3 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE IN
 FG0246'QUITMAN, THENCE 1.5 MILES WEST ALONG STATE HIGHWAY 124, 70 FEET
 FG0246'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 33 FEET NORTH OF THE
 FG0246'CENTER OF THE HIGHWAY, 16 FEET WEST OF A POWERLINE POLE, 6 FEET
 FG0246'SOUTHWEST OF A FENCE CORNER, 1 FOOT EAST OF A METAL WITNESS POST AND
 FG0246'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1578 ***********************************************************************
 DL1578  DESIGNATION -  TT 23 KW
 DL1578  PID         -  DL1578
 DL1578  STATE/COUNTY-  AR/LITTLE RIVER
 DL1578  USGS QUAD   -  RED BLUFF (1975)
 DL1578
 DL1578                         *CURRENT SURVEY CONTROL
 DL1578  ___________________________________________________________________
 DL1578* NAD 83(1997)-  33 38 45.99519(N)    093 57 31.88254(W)     ADJUSTED  
 DL1578* NAVD 88     -        92.89   (+/-2cm)     304.8    (feet)  VERTCON   
 DL1578  ___________________________________________________________________
 DL1578  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DL1578  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DL1578
 DL1578  HORZ ORDER  -  SECOND
 DL1578  VERT ORDER  -  THIRD ? (See Below)
 DL1578
 DL1578.The horizontal coordinates were established by classical geodetic methods
 DL1578.and adjusted by the National Geodetic Survey in September 1999..
 DL1578
 DL1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1578.The vertical order pertains to the NGVD 29 superseded value.
 DL1578
 DL1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1578
 DL1578.The geoid height was determined by GEOID03.
 DL1578
 DL1578;                    North         East     Units Scale Factor Converg.
 DL1578;SPC AR S     -   510,370.851   218,306.239   MT  0.99994129   -1 05 46.9
 DL1578;SPC AR S     - 1,674,441.70    716,226.39   sFT  0.99994129   -1 05 46.9
 DL1578;SPC TXNC     - 2,228,608.003 1,021,102.126   MT  0.99992632   +2 28 36.2
 DL1578;SPC TXNC     - 7,311,691.42  3,350,065.89   sFT  0.99992632   +2 28 36.2
 DL1578;UTM  15      - 3,723,330.710   411,084.578   MT  0.99969746   -0 31 52.7
 DL1578
 DL1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1578!SPC AR S     -   0.99998966  x   0.99994129  =   0.99993095
 DL1578!SPC TXNC     -   0.99998966  x   0.99992632  =   0.99991598
 DL1578!UTM  15      -   0.99998966  x   0.99969746  =   0.99968713
 DL1578
 DL1578                          SUPERSEDED SURVEY CONTROL
 DL1578
 DL1578  NAD 83(1997)-  33 38 46.00030(N)    093 57 31.87820(W) AD(       ) 2
 DL1578  NAD 83(1997)-  33 38 46.00080(N)    093 57 31.87738(W) AD(       ) 2
 DL1578  NAD 83(1986)-  33 38 46.00290(N)    093 57 31.87148(W) AD(       ) 2
 DL1578  NAD 27      -  33 38 45.56400(N)    093 57 31.19600(W) AD(       ) 2
 DL1578  NGVD 29 (07/19/86)   92.90   (m)          304.8    (f) LEVELING    3  
 DL1578
 DL1578.Superseded values are not recommended for survey control.
 DL1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1578.See file dsdata.txt to determine how the superseded data were derived.
 DL1578
 DL1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1108523331(NAD 83)
 DL1578_MARKER: DB = BENCH MARK DISK
 DL1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1578+STABILITY: SURFACE MOTION
 DL1578
 DL1578  HISTORY     - Date     Condition        Report By
 DL1578  HISTORY     - 1951     MONUMENTED       USGS
 DL1578
 DL1578                          STATION DESCRIPTION
 DL1578
 DL1578'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 DL1578'SEE STATION RED BLUFF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1333 ***********************************************************************
 DL1333  DESIGNATION -  TT 23 T
 DL1333  PID         -  DL1333
 DL1333  STATE/COUNTY-  AR/BRADLEY
 DL1333  USGS QUAD   -  JERSEY (1981)
 DL1333
 DL1333                         *CURRENT SURVEY CONTROL
 DL1333  ___________________________________________________________________
 DL1333* NAD 83(1997)-  33 25 37.51485(N)    092 18 12.68545(W)     ADJUSTED  
 DL1333* NAVD 88     -        52.04   (+/-2cm)     170.7    (feet)  VERTCON   
 DL1333  ___________________________________________________________________
 DL1333  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 DL1333  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DL1333
 DL1333  HORZ ORDER  -  SECOND
 DL1333  VERT ORDER  -  THIRD ? (See Below)
 DL1333
 DL1333.The horizontal coordinates were established by classical geodetic methods
 DL1333.and adjusted by the National Geodetic Survey in September 1999..
 DL1333
 DL1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1333.The vertical order pertains to the NGVD 29 superseded value.
 DL1333
 DL1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1333
 DL1333.The geoid height was determined by GEOID03.
 DL1333
 DL1333;                    North         East     Units Scale Factor Converg.
 DL1333;SPC AR S     -   484,382.694   371,772.948   MT  0.99997425   -0 10 11.6
 DL1333;SPC AR S     - 1,589,178.89  1,219,725.08   sFT  0.99997425   -0 10 11.6
 DL1333;UTM  15      - 3,698,852.317   564,747.274   MT  0.99965168   +0 23 01.3
 DL1333
 DL1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1333!SPC AR S     -   0.99999593  x   0.99997425  =   0.99997018
 DL1333!UTM  15      -   0.99999593  x   0.99965168  =   0.99964761
 DL1333
 DL1333                          SUPERSEDED SURVEY CONTROL
 DL1333
 DL1333  NAD 83(1997)-  33 25 37.52536(N)    092 18 12.67843(W) AD(       ) 2
 DL1333  NAD 83(1986)-  33 25 37.52624(N)    092 18 12.67851(W) AD(       ) 2
 DL1333  NAD 27      -  33 25 37.11000(N)    092 18 12.15900(W) AD(       ) 2
 DL1333  NGVD 29 (07/19/86)   52.10   (m)          170.9    (f) LEVELING    3  
 DL1333
 DL1333.Superseded values are not recommended for survey control.
 DL1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1333.See file dsdata.txt to determine how the superseded data were derived.
 DL1333
 DL1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6474798852(NAD 83)
 DL1333_MARKER: DB = BENCH MARK DISK
 DL1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1333_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1333+STABILITY: SURFACE MOTION
 DL1333
 DL1333  HISTORY     - Date     Condition        Report By
 DL1333  HISTORY     - 1952     MONUMENTED       USGS
 DL1333
 DL1333                          STATION DESCRIPTION
 DL1333
 DL1333'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (JCM)
 DL1333'THE STATION IS ABOUT 8 MILES SOUTHEAST OF HARRELL, 7-1/2 MILES
 DL1333'WEST OF HERMITAGE, 1/2 MILE EAST OF JERSEY, 38 FEET SOUTH OF
 DL1333'THE CENTER OF A GRAVELED ROAD, 18 FEET WEST OF THE CENTER OF
 DL1333'A GRAVELED ROAD, AND 2 FEET WEST OF A WIRE FENCE.  IT IS A
 DL1333'STANDARD USGS BENCH MARK DISK SET IN THE TOP OF AN 8 X 8 INCH
 DL1333'CONCRETE POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 DL1333'STAMPED 171 TT 23T 1933.
 DL1333'
 DL1333'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JERSEY
 DL1333'AND THE DISTANCE IS 239.972 METERS (787.31 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0892 ***********************************************************************
 FG0892  DESIGNATION -  TT 24
 FG0892  PID         -  FG0892
 FG0892  STATE/COUNTY-  AR/JOHNSON
 FG0892  USGS QUAD   -  TREAT (1980)
 FG0892
 FG0892                         *CURRENT SURVEY CONTROL
 FG0892  ___________________________________________________________________
 FG0892* NAD 83(1986)-  35 31 32.     (N)    093 14 07.     (W)     SCALED    
 FG0892* NAVD 88     -       214.960  (meters)     705.25   (feet)  ADJUSTED  
 FG0892  ___________________________________________________________________
 FG0892  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FG0892  DYNAMIC HT  -         214.752 (meters)     704.57  (feet)  COMP
 FG0892  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 FG0892
 FG0892  VERT ORDER  -  SECOND    CLASS 0
 FG0892
 FG0892.The horizontal coordinates were scaled from a topographic map and have
 FG0892.an estimated accuracy of +/- 6 seconds.
 FG0892
 FG0892.The orthometric height was determined by differential leveling
 FG0892.and adjusted by the National Geodetic Survey in June 1991..
 FG0892
 FG0892.The geoid height was determined by GEOID03.
 FG0892
 FG0892.The dynamic height is computed by dividing the NAVD 88
 FG0892.geopotential number by the normal gravity value computed on the
 FG0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0892.degrees latitude (g = 980.6199 gals.).
 FG0892
 FG0892.The modeled gravity was interpolated from observed gravity values.
 FG0892
 FG0892;                    North         East    Units  Estimated Accuracy
 FG0892;SPC AR N     -   132,970.      287,970.      MT  (+/- 180 meters Scaled)
 FG0892
 FG0892                          SUPERSEDED SURVEY CONTROL
 FG0892
 FG0892  NGVD 29 (??/??/92)  214.91   (m)          705.1    (f) COMPUTED    2 0
 FG0892
 FG0892.Superseded values are not recommended for survey control.
 FG0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0892.See file dsdata.txt to determine how the superseded data were derived.
 FG0892
 FG0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV786313(NAD 83)
 FG0892_MARKER: DD = SURVEY DISK
 FG0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0892_STAMPING: T.T.24 TX 1931
 FG0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0892+STABILITY: SURFACE MOTION
 FG0892
 FG0892  HISTORY     - Date     Condition        Report By
 FG0892  HISTORY     - 1931     MONUMENTED       USGS
 FG0892  HISTORY     - 1935     GOOD             NGS
 FG0892
 FG0892                          STATION DESCRIPTION
 FG0892
 FG0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0892'5.7 MI E FROM HAGARVILLE.
 FG0892'5.7 MILES EAST OF, ALONG HAGARVILLE-HOWARD SCHOOL RD. FROM THE C. E.
 FG0892'MORRIS RESIDENCE.  ABOUT .5 MILE WEST OF JOHNSON-POPE COUNTY LINE.
 FG0892'ABOUT .3 MILE WEST OF MILL CREEK. 95 FEET WEST OF FENCE. 85 FEET NORTH
 FG0892'OF SNOWS HOUSE. 62 FEET NORTHEAST OF 2.7 FT. WHITE OAK TREE. 21 FEET
 FG0892'NORTH OF CENTERLINE OF HAGARVILLE-HOWARD SCHOOL ROAD.  TABLET SET IN
 FG0892'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2155 ***********************************************************************
 EH2155  DESIGNATION -  TT 24 B
 EH2155  PID         -  EH2155
 EH2155  STATE/COUNTY-  AR/LONOKE
 EH2155  USGS QUAD   -  CULLER (1982)
 EH2155
 EH2155                         *CURRENT SURVEY CONTROL
 EH2155  ___________________________________________________________________
 EH2155* NAD 83(1986)-  34 43 49.     (N)    091 45 10.     (W)     SCALED    
 EH2155* NAVD 88     -        68.040  (meters)     223.23   (feet)  ADJUSTED  
 EH2155  ___________________________________________________________________
 EH2155  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH2155  DYNAMIC HT  -          67.976 (meters)     223.02  (feet)  COMP
 EH2155  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 EH2155
 EH2155  VERT ORDER  -  FIRST     CLASS II
 EH2155
 EH2155.The horizontal coordinates were scaled from a topographic map and have
 EH2155.an estimated accuracy of +/- 6 seconds.
 EH2155
 EH2155.The orthometric height was determined by differential leveling
 EH2155.and adjusted by the National Geodetic Survey in June 1991..
 EH2155
 EH2155.The geoid height was determined by GEOID03.
 EH2155
 EH2155.The dynamic height is computed by dividing the NAVD 88
 EH2155.geopotential number by the normal gravity value computed on the
 EH2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2155.degrees latitude (g = 980.6199 gals.).
 EH2155
 EH2155.The modeled gravity was interpolated from observed gravity values.
 EH2155
 EH2155;                    North         East    Units  Estimated Accuracy
 EH2155;SPC AR S     -   628,910.      422,640.      MT  (+/- 180 meters Scaled)
 EH2155
 EH2155                          SUPERSEDED SURVEY CONTROL
 EH2155
 EH2155  NGVD 29 (??/??/??)   68.052  (m)          223.27   (f) ADJUSTED    1 2
 EH2155
 EH2155.Superseded values are not recommended for survey control.
 EH2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2155.See file dsdata.txt to determine how the superseded data were derived.
 EH2155
 EH2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU141438(NAD 83)
 EH2155_MARKER: DD = SURVEY DISK
 EH2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2155_STAMPING: TT 24 B 1933
 EH2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2155+STABILITY: SURFACE MOTION
 EH2155
 EH2155  HISTORY     - Date     Condition        Report By
 EH2155  HISTORY     - 1933     MONUMENTED       USGS
 EH2155  HISTORY     - 1954     GOOD             CGS
 EH2155  HISTORY     - 19980801 MARK NOT FOUND   NRCS
 EH2155  HISTORY     - 20020606 MARK NOT FOUND   INDIV
 EH2155
 EH2155                          STATION DESCRIPTION
 EH2155
 EH2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2155'3.9 MI S FROM CARLISLE.
 EH2155'0.3 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2155'THE STATION AT CARLISLE, THENCE 3.6 MILES SOUTH ALONG STATE HIGHWAY
 EH2155'13, 59 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST,
 EH2155'29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 121 FEET SOUTHWEST OF
 EH2155'THE SOUTHWEST CORNER OF A WHITE FARMHOUSE, 32 FEET NORTH OF A POWER
 EH2155'POLE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH2155'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EH2155
 EH2155                          STATION RECOVERY (1998)
 EH2155
 EH2155'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH2155'MARK WAS NOT FOUND.
 EH2155
 EH2155                          STATION RECOVERY (2002)
 EH2155
 EH2155'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MSF)
 EH2155'MARK NOT FOUND. THE WHITE FARMHOUSE HAS BEEN DESTROYED. THE POWER POLE
 EH2155'HAS BEEN SAWED OF AT GROUND LEVEL. A NEW HOUSE HAS BEEN CONSTRUCTED
 EH2155'EAST OF SITE AND LANDSCAPING OF THE NEW HOUSE HAS DESTROYED THE MARK
 EH2155'AND THE WITNESS POST. THE SEARCH WAS PREFORMED ON JUNE 6, 2002 BY LAND
 EH2155'RESEARCH.COM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0895 ***********************************************************************
 FG0895  DESIGNATION -  TT 25
 FG0895  PID         -  FG0895
 FG0895  STATE/COUNTY-  AR/JOHNSON
 FG0895  USGS QUAD   -  HAGARVILLE (1980)
 FG0895
 FG0895                         *CURRENT SURVEY CONTROL
 FG0895  ___________________________________________________________________
 FG0895* NAD 83(1986)-  35 31 20.     (N)    093 16 36.     (W)     SCALED    
 FG0895* NAVD 88     -       183.077  (meters)     600.65   (feet)  ADJUSTED  
 FG0895  ___________________________________________________________________
 FG0895  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FG0895  DYNAMIC HT  -         182.902 (meters)     600.07  (feet)  COMP
 FG0895  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FG0895
 FG0895  VERT ORDER  -  SECOND    CLASS 0
 FG0895
 FG0895.The horizontal coordinates were scaled from a topographic map and have
 FG0895.an estimated accuracy of +/- 6 seconds.
 FG0895
 FG0895.The orthometric height was determined by differential leveling
 FG0895.and adjusted by the National Geodetic Survey in June 1991..
 FG0895
 FG0895.The geoid height was determined by GEOID03.
 FG0895
 FG0895.The dynamic height is computed by dividing the NAVD 88
 FG0895.geopotential number by the normal gravity value computed on the
 FG0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0895.degrees latitude (g = 980.6199 gals.).
 FG0895
 FG0895.The modeled gravity was interpolated from observed gravity values.
 FG0895
 FG0895;                    North         East    Units  Estimated Accuracy
 FG0895;SPC AR N     -   132,650.      284,210.      MT  (+/- 180 meters Scaled)
 FG0895
 FG0895                          SUPERSEDED SURVEY CONTROL
 FG0895
 FG0895  NGVD 29 (??/??/92)  183.03   (m)          600.5    (f) COMPUTED    2 0
 FG0895
 FG0895.Superseded values are not recommended for survey control.
 FG0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0895.See file dsdata.txt to determine how the superseded data were derived.
 FG0895
 FG0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV749309(NAD 83)
 FG0895_MARKER: DD = SURVEY DISK
 FG0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0895_STAMPING: T.T. 25TX 1931
 FG0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0895+STABILITY: SURFACE MOTION
 FG0895
 FG0895  HISTORY     - Date     Condition        Report By
 FG0895  HISTORY     - 1931     MONUMENTED       USGS
 FG0895  HISTORY     - 1935     GOOD             NGS
 FG0895
 FG0895                          STATION DESCRIPTION
 FG0895
 FG0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0895'3.2 MI E FROM HAGARVILLE.
 FG0895'3.2 MILES EAST OF, ALONG HAGARVILLE-HOWARD SCHOOL RD., FROM THE C. E.
 FG0895'MORRIS RESIDENCE.  AT ANNES CHAPEL CEMETERY. ABOUT 126 FEET NORTH OF
 FG0895'REFERENCE MARK IN IN TREE. 90 FEET SOUTHWEST OF CENTERLINE OF
 FG0895'HAGARVILLE-HOWARD SCHOOL ROAD. 78 FEET NORTH OF TOMBSTONE OF DWIGHT
 FG0895'CHESTER STRONG.  51 FEET NORTHEAST OF TOMBSTONE OF MARY A. OWEN. 6
 FG0895'FEET EAST OF EAST STONE GATE POST PAINTED U.S. B.M. 600. TABLET SET IN
 FG0895'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1310 ***********************************************************************
 EJ1310  DESIGNATION -  TT 25
 EJ1310  PID         -  EJ1310
 EJ1310  STATE/COUNTY-  AR/GARLAND
 EJ1310  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1310
 EJ1310                         *CURRENT SURVEY CONTROL
 EJ1310  ___________________________________________________________________
 EJ1310* NAD 83(1986)-  34 26 41.     (N)    093 13 14.     (W)     SCALED    
 EJ1310* NAVD 88     -       174.931  (meters)     573.92   (feet)  ADJUSTED  
 EJ1310  ___________________________________________________________________
 EJ1310  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EJ1310  DYNAMIC HT  -         174.756 (meters)     573.35  (feet)  COMP
 EJ1310  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 EJ1310
 EJ1310  VERT ORDER  -  SECOND    CLASS 0
 EJ1310
 EJ1310.The horizontal coordinates were scaled from a topographic map and have
 EJ1310.an estimated accuracy of +/- 6 seconds.
 EJ1310
 EJ1310.The orthometric height was determined by differential leveling
 EJ1310.and adjusted by the National Geodetic Survey in June 1991..
 EJ1310
 EJ1310.The geoid height was determined by GEOID03.
 EJ1310
 EJ1310.The dynamic height is computed by dividing the NAVD 88
 EJ1310.geopotential number by the normal gravity value computed on the
 EJ1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1310.degrees latitude (g = 980.6199 gals.).
 EJ1310
 EJ1310.The modeled gravity was interpolated from observed gravity values.
 EJ1310
 EJ1310;                    North         East    Units  Estimated Accuracy
 EJ1310;SPC AR S     -   597,880.      287,840.      MT  (+/- 180 meters Scaled)
 EJ1310
 EJ1310                          SUPERSEDED SURVEY CONTROL
 EJ1310
 EJ1310  NGVD 29 (??/??/92)  174.913  (m)          573.86   (f) ADJ UNCH    2 0
 EJ1310
 EJ1310.Superseded values are not recommended for survey control.
 EJ1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1310.See file dsdata.txt to determine how the superseded data were derived.
 EJ1310
 EJ1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU797114(NAD 83)
 EJ1310_MARKER: DD = SURVEY DISK
 EJ1310_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1310_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EJ1310_STAMPING: TT 25 1934
 EJ1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1310
 EJ1310  HISTORY     - Date     Condition        Report By
 EJ1310  HISTORY     - 1934     MONUMENTED       USDA
 EJ1310  HISTORY     - 1934     GOOD             NGS
 EJ1310  HISTORY     - 1965     MARK NOT FOUND   USGS
 EJ1310  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1310
 EJ1310                          STATION DESCRIPTION
 EJ1310
 EJ1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1310'4.2 MI NE FROM PEARCY.
 EJ1310'4.2 MILES NORTHEAST OF, ALONG U.S.HWY.70 FROM POST OFFICE AT SUMMIT OF
 EJ1310'HIGHWAY GRADE, IN ACUTE ANGLE OF INTERSECTION OF SIDE ROAD WITH
 EJ1310'HIGHWAY, ABOUT 120 FEET EAST OF INTERSECTION, 30 FEET NORTH OF HIGHWAY
 EJ1310'CENTER-LINE, ABOUT 300 FEET NORTH OF FARM HOUSE, ON OUTSIDE OF HIGHWAY
 EJ1310'CURVE.
 EJ1310
 EJ1310                          STATION RECOVERY (1965)
 EJ1310
 EJ1310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ1310'MARK NOT FOUND.
 EJ1310
 EJ1310                          STATION RECOVERY (1998)
 EJ1310
 EJ1310'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2148 ***********************************************************************
 EH2148  DESIGNATION -  TT 25 B RESET
 EH2148  PID         -  EH2148
 EH2148  STATE/COUNTY-  AR/LONOKE
 EH2148  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2148
 EH2148                         *CURRENT SURVEY CONTROL
 EH2148  ___________________________________________________________________
 EH2148* NAD 83(1986)-  34 45 50.     (N)    091 45 07.     (W)     SCALED    
 EH2148* NAVD 88     -        69.75   (meters)     228.8    (feet)  RESET     
 EH2148  ___________________________________________________________________
 EH2148  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2148
 EH2148  VERT ORDER  -  THIRD
 EH2148
 EH2148.The horizontal coordinates were scaled from a topographic map and have
 EH2148.an estimated accuracy of +/- 6 seconds.
 EH2148
 EH2148.The orthometric height was computed from unverified reset data.
 EH2148.No vertical observational check was made to the station.
 EH2148
 EH2148.The geoid height was determined by GEOID03.
 EH2148
 EH2148;                    North         East    Units  Estimated Accuracy
 EH2148;SPC AR S     -   632,640.      422,710.      MT  (+/- 180 meters Scaled)
 EH2148
 EH2148                          SUPERSEDED SURVEY CONTROL
 EH2148
 EH2148  NGVD 29 (??/??/??)   69.76   (m)          228.9    (f) RESET       3  
 EH2148
 EH2148.Superseded values are not recommended for survey control.
 EH2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2148.See file dsdata.txt to determine how the superseded data were derived.
 EH2148
 EH2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU142475(NAD 83)
 EH2148_MARKER: DD = SURVEY DISK
 EH2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2148_STAMPING: TT 25 B RESET 1958
 EH2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2148+STABILITY: SURFACE MOTION
 EH2148
 EH2148  HISTORY     - Date     Condition        Report By
 EH2148  HISTORY     - 1958     MONUMENTED       USGS
 EH2148
 EH2148                          STATION DESCRIPTION
 EH2148
 EH2148'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 EH2148'1.4 MI SW FROM CARLISLE.
 EH2148'LOCATED 0.3 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2148'RAILROAD, THENCE 1.1 MILE SOUTH ALONG STATE HIGHWAY 13, FROM THE
 EH2148'RAILROAD STATION AT CARLISLE, IN THE SOUTHWEST ANGLE OF THE JUNCTION
 EH2148'OF STATE HIGHWAY 13 AND A ROAD LEADING WEST.  IT IS 40 FEET WEST OF
 EH2148'THE CENTERLINE OF STATE HIGHWAY 13, 26.5 FEET SOUTH OF THE CENTER OF
 EH2148'THE ROAD LEADING WEST, 2.5 FEET SOUTH OF POWER POLE, 25.3 FEET
 EH2148'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL HOUSE WITH IMITATION
 EH2148'BRICK SIDING, 60 FEET EAST-NORTHEAST OF A 24-INCH OAK TREE WHICH IS
 EH2148'WEST OF THE SMALL HOUSE, AND 87 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 EH2148'CORNER OF A WHITE HOUSE ON THE NORTHSIDE OF THE ROAD LEADING WEST. IT
 EH2148'IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED TT 25 B RESET 1958,
 EH2148'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1360 ***********************************************************************
 DL1360  DESIGNATION -  TT 25 Y
 DL1360  PID         -  DL1360
 DL1360  STATE/COUNTY-  AR/UNION
 DL1360  USGS QUAD   -  EL DORADO WEST (1981)
 DL1360
 DL1360                         *CURRENT SURVEY CONTROL
 DL1360  ___________________________________________________________________
 DL1360* NAD 83(1997)-  33 12 29.15227(N)    092 44 04.76802(W)     ADJUSTED  
 DL1360* NAVD 88     -        78.33   (+/-2cm)     257.0    (feet)  VERTCON   
 DL1360  ___________________________________________________________________
 DL1360  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DL1360  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1360
 DL1360  HORZ ORDER  -  SECOND
 DL1360  VERT ORDER  -  THIRD ? (See Below)
 DL1360
 DL1360.The horizontal coordinates were established by classical geodetic methods
 DL1360.and adjusted by the National Geodetic Survey in September 1999..
 DL1360
 DL1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1360.The vertical order pertains to the NGVD 29 superseded value.
 DL1360
 DL1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1360
 DL1360.The geoid height was determined by GEOID03.
 DL1360
 DL1360;                    North         East     Units Scale Factor Converg.
 DL1360;SPC AR S     -   460,298.542   331,504.598   MT  1.00002165   -0 24 40.3
 DL1360;SPC AR S     - 1,510,162.80  1,087,611.34   sFT  1.00002165   -0 24 40.3
 DL1360;UTM  15      - 3,674,388.438   524,728.848   MT  0.99960754   +0 08 43.2
 DL1360
 DL1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1360!SPC AR S     -   0.99999183  x   1.00002165  =   1.00001348
 DL1360!UTM  15      -   0.99999183  x   0.99960754  =   0.99959937
 DL1360
 DL1360                          SUPERSEDED SURVEY CONTROL
 DL1360
 DL1360  NAD 83(1997)-  33 12 29.16114(N)    092 44 04.76048(W) AD(       ) 2
 DL1360  NAD 83(1986)-  33 12 29.16461(N)    092 44 04.75942(W) AD(       ) 2
 DL1360  NAD 27      -  33 12 28.69600(N)    092 44 04.18000(W) AD(       ) 2
 DL1360  NGVD 29 (07/19/86)   78.38   (m)          257.2    (f) LEVELING    3  
 DL1360
 DL1360.Superseded values are not recommended for survey control.
 DL1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1360.See file dsdata.txt to determine how the superseded data were derived.
 DL1360
 DL1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2472974388(NAD 83)
 DL1360_MARKER: DD = SURVEY DISK
 DL1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1360+STABILITY: SURFACE MOTION
 DL1360
 DL1360  HISTORY     - Date     Condition        Report By
 DL1360  HISTORY     - 1941     MONUMENTED       USGS
 DL1360
 DL1360                          STATION DESCRIPTION
 DL1360
 DL1360'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (KBJ)
 DL1360'STATION WAS RECOVERED AT THE WYATT SCHOOL, 4.1 MILES WEST
 DL1360'OF EL DORADO, ON U.S. ROUTE NO. 82.  MARK IS IN THE NORTHWEST
 DL1360'CORNER OF THE SCHOOL GROUNDS, 1-1/2 FEET EAST OF THE WEST
 DL1360'FENCE, 6.8 FEET SOUTH OF THE NORTHWEST FENCE CORNER.  MARK
 DL1360'IS A STANDARD USGS DISK STAMPED AS ABOVE AND SET IN THE TOP
 DL1360'OF A 5 INCH CONCRETE CYLINDER, 4 INCHES UNDER SURFACE OF
 DL1360'GROUND.
 DL1360'
 DL1360'MARK IS 7.132 METERS NORTHWEST OF WYATT, 1941, FROM WHICH
 DL1360'STATION IT WAS LOCATED BY A TRAVERSE TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2353 ***********************************************************************
 EH2353  DESIGNATION -  TT 26 B
 EH2353  PID         -  EH2353
 EH2353  STATE/COUNTY-  AR/PRAIRIE
 EH2353  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2353
 EH2353                         *CURRENT SURVEY CONTROL
 EH2353  ___________________________________________________________________
 EH2353* NAD 83(1986)-  34 32 16.     (N)    091 36 45.     (W)     SCALED    
 EH2353* NAVD 88     -        59.339  (meters)     194.68   (feet)  POSTED    
 EH2353  ___________________________________________________________________
 EH2353  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH2353  DYNAMIC HT  -          59.280 (meters)     194.49  (feet)  COMP
 EH2353  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 EH2353
 EH2353  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2353
 EH2353.The horizontal coordinates were scaled from a topographic map and have
 EH2353.an estimated accuracy of +/- 6 seconds.
 EH2353
 EH2353.The orthometric height was determined by differential leveling
 EH2353.and adjusted by the National Geodetic Survey in 1992..
 EH2353.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2353.rate of 0.0 thru 1.0 mm/km.
 EH2353
 EH2353.The geoid height was determined by GEOID03.
 EH2353
 EH2353.The dynamic height is computed by dividing the NAVD 88
 EH2353.geopotential number by the normal gravity value computed on the
 EH2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2353.degrees latitude (g = 980.6199 gals.).
 EH2353
 EH2353.The modeled gravity was interpolated from observed gravity values.
 EH2353
 EH2353;                    North         East    Units  Estimated Accuracy
 EH2353;SPC AR S     -   607,600.      435,570.      MT  (+/- 180 meters Scaled)
 EH2353
 EH2353                          SUPERSEDED SURVEY CONTROL
 EH2353
 EH2353  NGVD 29 (??/??/??)   59.356  (m)          194.74   (f) ADJUSTED    2 0
 EH2353
 EH2353.Superseded values are not recommended for survey control.
 EH2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2353.See file dsdata.txt to determine how the superseded data were derived.
 EH2353
 EH2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU273226(NAD 83)
 EH2353_MARKER: DB = BENCH MARK DISK
 EH2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2353_STAMPING: TT 26 B 1933
 EH2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2353+STABILITY: SURFACE MOTION
 EH2353
 EH2353  HISTORY     - Date     Condition        Report By
 EH2353  HISTORY     - 1933     MONUMENTED       USGS
 EH2353  HISTORY     - 1954     GOOD             CGS
 EH2353  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2353
 EH2353                          STATION DESCRIPTION
 EH2353
 EH2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2353'6.0 MI NW FROM STUTTGART.
 EH2353'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2353'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2353'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2353'ALONG STATE HIGHWAYS 11 AND 30, THENCE 3.2 MILES WEST ALONG STATE
 EH2353'HIGHWAY 30, 156 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 EH2353'NORTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, 34 FEET EAST
 EH2353'OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 4 FEET NORTHEAST OF
 EH2353'A TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 EH2353'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. THIS MARK WAS
 EH2353'NOT LEVELED OVER BY THIS PARTY.
 EH2353
 EH2353                          STATION RECOVERY (2003)
 EH2353
 EH2353'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1527 ***********************************************************************
 EJ1527  DESIGNATION -  TT 26 H
 EJ1527  PID         -  EJ1527
 EJ1527  STATE/COUNTY-  AR/MONTGOMERY
 EJ1527  USGS QUAD   -  ODEN (1985)
 EJ1527
 EJ1527                         *CURRENT SURVEY CONTROL
 EJ1527  ___________________________________________________________________
 EJ1527* NAD 83(1986)-  34 31 10.     (N)    093 51 14.     (W)     SCALED    
 EJ1527* NAVD 88     -       304.135  (meters)     997.82   (feet)  ADJUSTED  
 EJ1527  ___________________________________________________________________
 EJ1527  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EJ1527  DYNAMIC HT  -         303.820 (meters)     996.78  (feet)  COMP
 EJ1527  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 EJ1527
 EJ1527  VERT ORDER  -  SECOND    CLASS 0
 EJ1527
 EJ1527.The horizontal coordinates were scaled from a topographic map and have
 EJ1527.an estimated accuracy of +/- 6 seconds.
 EJ1527
 EJ1527.The orthometric height was determined by differential leveling
 EJ1527.and adjusted by the National Geodetic Survey in June 1991..
 EJ1527
 EJ1527.The geoid height was determined by GEOID03.
 EJ1527
 EJ1527.The dynamic height is computed by dividing the NAVD 88
 EJ1527.geopotential number by the normal gravity value computed on the
 EJ1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1527.degrees latitude (g = 980.6199 gals.).
 EJ1527
 EJ1527.The modeled gravity was interpolated from observed gravity values.
 EJ1527
 EJ1527;                    North         East    Units  Estimated Accuracy
 EJ1527;SPC AR S     -   607,040.      229,800.      MT  (+/- 180 meters Scaled)
 EJ1527
 EJ1527                          SUPERSEDED SURVEY CONTROL
 EJ1527
 EJ1527  NGVD 29 (??/??/92)  304.072  (m)          997.61   (f) ADJ UNCH    2 0
 EJ1527
 EJ1527.Superseded values are not recommended for survey control.
 EJ1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1527.See file dsdata.txt to determine how the superseded data were derived.
 EJ1527
 EJ1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU216200(NAD 83)
 EJ1527_MARKER: DD = SURVEY DISK
 EJ1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1527_STAMPING: TT 26 H 1934
 EJ1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1527+STABILITY: SURFACE MOTION
 EJ1527
 EJ1527  HISTORY     - Date     Condition        Report By
 EJ1527  HISTORY     - 1934     MONUMENTED       USGS
 EJ1527  HISTORY     - 1961     GOOD             NGS
 EJ1527
 EJ1527                          STATION DESCRIPTION
 EJ1527
 EJ1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1527'9.9 MI ESE FROM OPAL.
 EJ1527'AT A T-INTERSECTION, ABOUT 0.2 MILE SOUTH OF THE APPROXIMATE CENTER OF
 EJ1527'THE NORTH SIDE OF ABOUT 28 FEET NORTH OF THE CENTER OF THE
 EJ1527'INTERSECTION AND ABOUT 14 FEET NORTHWEST OF SIGNS NORMAN 16 - ST HY 8
 EJ1527'5 MILES.  SEC. 2, T. 3 S., R. 27 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1502 ***********************************************************************
 DL1502  DESIGNATION -  TT 26 JCL
 DL1502  PID         -  DL1502
 DL1502  STATE/COUNTY-  AR/LAFAYETTE
 DL1502  USGS QUAD   -  OLD TOWN (1978)
 DL1502
 DL1502                         *CURRENT SURVEY CONTROL
 DL1502  ___________________________________________________________________
 DL1502* NAD 83(1997)-  33 24 32.37448(N)    093 35 06.37182(W)     ADJUSTED  
 DL1502* NAVD 88     -       113.99   (+/-2cm)     374.0    (feet)  VERTCON   
 DL1502  ___________________________________________________________________
 DL1502  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DL1502  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DL1502
 DL1502  HORZ ORDER  -  SECOND
 DL1502  VERT ORDER  -  THIRD ? (See Below)
 DL1502
 DL1502.The horizontal coordinates were established by classical geodetic methods
 DL1502.and adjusted by the National Geodetic Survey in September 1999..
 DL1502
 DL1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1502.The vertical order pertains to the NGVD 29 superseded value.
 DL1502
 DL1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1502
 DL1502.The geoid height was determined by GEOID03.
 DL1502
 DL1502;                    North         East     Units Scale Factor Converg.
 DL1502;SPC AR S     -   483,475.472   252,563.420   MT  0.99997762   -0 53 13.8
 DL1502;SPC AR S     - 1,586,202.44    828,618.49   sFT  0.99997762   -0 53 13.8
 DL1502;UTM  15      - 3,696,782.385   445,595.285   MT  0.99963649   -0 19 19.8
 DL1502
 DL1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1502!SPC AR S     -   0.99998631  x   0.99997762  =   0.99996393
 DL1502!UTM  15      -   0.99998631  x   0.99963649  =   0.99962280
 DL1502
 DL1502                          SUPERSEDED SURVEY CONTROL
 DL1502
 DL1502  NAD 83(1997)-  33 24 32.38156(N)    093 35 06.36351(W) AD(       ) 2
 DL1502  NAD 83(1986)-  33 24 32.38511(N)    093 35 06.36006(W) AD(       ) 2
 DL1502  NAD 27      -  33 24 31.94300(N)    093 35 05.71600(W) AD(       ) 2
 DL1502  NGVD 29 (07/19/86)  114.02   (m)          374.1    (f) LEVELING    3  
 DL1502
 DL1502.Superseded values are not recommended for survey control.
 DL1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1502.See file dsdata.txt to determine how the superseded data were derived.
 DL1502
 DL1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4559596782(NAD 83)
 DL1502_MARKER: DB = BENCH MARK DISK
 DL1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1502+STABILITY: SURFACE MOTION
 DL1502
 DL1502  HISTORY     - Date     Condition        Report By
 DL1502  HISTORY     - 1950     MONUMENTED       CGS
 DL1502
 DL1502                          STATION DESCRIPTION
 DL1502
 DL1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DL1502'SEE STATION LEWIS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2279 ***********************************************************************
 EH2279  DESIGNATION -  TT 27 B
 EH2279  PID         -  EH2279
 EH2279  STATE/COUNTY-  AR/LONOKE
 EH2279  USGS QUAD   -  GERIDGE (1969)
 EH2279
 EH2279                         *CURRENT SURVEY CONTROL
 EH2279  ___________________________________________________________________
 EH2279* NAD 83(1986)-  34 32 19.     (N)    091 40 06.     (W)     SCALED    
 EH2279* NAVD 88     -        59.870  (meters)     196.42   (feet)  POSTED    
 EH2279  ___________________________________________________________________
 EH2279  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2279  DYNAMIC HT  -          59.810 (meters)     196.23  (feet)  COMP
 EH2279  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 EH2279
 EH2279  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2279
 EH2279.The horizontal coordinates were scaled from a topographic map and have
 EH2279.an estimated accuracy of +/- 6 seconds.
 EH2279
 EH2279.The orthometric height was determined by differential leveling
 EH2279.and adjusted by the National Geodetic Survey in 1992..
 EH2279.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2279.rate of 0.0 thru 1.0 mm/km.
 EH2279
 EH2279.The geoid height was determined by GEOID03.
 EH2279
 EH2279.The dynamic height is computed by dividing the NAVD 88
 EH2279.geopotential number by the normal gravity value computed on the
 EH2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2279.degrees latitude (g = 980.6199 gals.).
 EH2279
 EH2279.The modeled gravity was interpolated from observed gravity values.
 EH2279
 EH2279;                    North         East    Units  Estimated Accuracy
 EH2279;SPC AR S     -   607,680.      430,450.      MT  (+/- 180 meters Scaled)
 EH2279
 EH2279                          SUPERSEDED SURVEY CONTROL
 EH2279
 EH2279  NGVD 29 (??/??/??)   59.889  (m)          196.49   (f) ADJUSTED    2 0
 EH2279
 EH2279.Superseded values are not recommended for survey control.
 EH2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2279.See file dsdata.txt to determine how the superseded data were derived.
 EH2279
 EH2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU221226(NAD 83)
 EH2279_MARKER: DD = SURVEY DISK
 EH2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2279_STAMPING: TT 27 B 1933
 EH2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2279+STABILITY: SURFACE MOTION
 EH2279
 EH2279  HISTORY     - Date     Condition        Report By
 EH2279  HISTORY     - 1933     MONUMENTED       USGS
 EH2279  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH2279  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH2279
 EH2279                          STATION DESCRIPTION
 EH2279
 EH2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2279'5.1 MI E FROM HUMNOKE.
 EH2279'5.1 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 EH2279'STATION AT HUMNOKE, LONOKE COUNTY, 0.5 MILE WEST OF BRUMMITT, 45 FEET
 EH2279'NORTHWEST OF THE CROSSING OF STATE HIGHWAY 30, 50 FEET WEST OF POLE
 EH2279'242-29, 25 FEET NORTH OF THE NORTH RAIL, AND SET IN THE TOP OF A
 EH2279'CONCRETE POST.
 EH2279
 EH2279                          STATION RECOVERY (1967)
 EH2279
 EH2279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH2279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1288 ***********************************************************************
 EJ1288  DESIGNATION -  TT 28
 EJ1288  PID         -  EJ1288
 EJ1288  STATE/COUNTY-  AR/GARLAND
 EJ1288  USGS QUAD   -  BONNERDALE (1966)
 EJ1288
 EJ1288                         *CURRENT SURVEY CONTROL
 EJ1288  ___________________________________________________________________
 EJ1288* NAD 83(1986)-  34 23 05.     (N)    093 22 54.     (W)     SCALED    
 EJ1288* NAVD 88     -       199.602  (meters)     654.86   (feet)  ADJUSTED  
 EJ1288  ___________________________________________________________________
 EJ1288  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EJ1288  DYNAMIC HT  -         199.401 (meters)     654.20  (feet)  COMP
 EJ1288  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 EJ1288
 EJ1288  VERT ORDER  -  SECOND    CLASS 0
 EJ1288
 EJ1288.The horizontal coordinates were scaled from a topographic map and have
 EJ1288.an estimated accuracy of +/- 6 seconds.
 EJ1288
 EJ1288.The orthometric height was determined by differential leveling
 EJ1288.and adjusted by the National Geodetic Survey in June 1991..
 EJ1288
 EJ1288.The geoid height was determined by GEOID03.
 EJ1288
 EJ1288.The dynamic height is computed by dividing the NAVD 88
 EJ1288.geopotential number by the normal gravity value computed on the
 EJ1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1288.degrees latitude (g = 980.6199 gals.).
 EJ1288
 EJ1288.The modeled gravity was interpolated from observed gravity values.
 EJ1288
 EJ1288;                    North         East    Units  Estimated Accuracy
 EJ1288;SPC AR S     -   591,410.      272,950.      MT  (+/- 180 meters Scaled)
 EJ1288
 EJ1288                          SUPERSEDED SURVEY CONTROL
 EJ1288
 EJ1288  NGVD 29 (??/??/92)  199.579  (m)          654.79   (f) ADJ UNCH    2 0
 EJ1288
 EJ1288.Superseded values are not recommended for survey control.
 EJ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1288.See file dsdata.txt to determine how the superseded data were derived.
 EJ1288
 EJ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU649048(NAD 83)
 EJ1288_MARKER: DD = SURVEY DISK
 EJ1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1288_STAMPING: TT 28 1934
 EJ1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1288+STABILITY: SURFACE MOTION
 EJ1288
 EJ1288  HISTORY     - Date     Condition        Report By
 EJ1288  HISTORY     - 1934     MONUMENTED       USDA
 EJ1288  HISTORY     - 1935     MARK NOT FOUND   NGS
 EJ1288
 EJ1288                          STATION DESCRIPTION
 EJ1288
 EJ1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1288'IN BONNERDALE.
 EJ1288'33 FEET NORTHEAST OF INTERSECTION OF CROSSROAD WITH HIGHWAY.  30 FT.
 EJ1288'EAST OF BENCH MARK K-59.  4 FT. NORTHEAST OF EAST HEADWALL OF CONCRETE
 EJ1288'CULVERT.  TABLET ON TOP OF 3 IN. CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2277 ***********************************************************************
 EH2277  DESIGNATION -  TT 28 B
 EH2277  PID         -  EH2277
 EH2277  STATE/COUNTY-  AR/LONOKE
 EH2277  USGS QUAD   -  GERIDGE (1969)
 EH2277
 EH2277                         *CURRENT SURVEY CONTROL
 EH2277  ___________________________________________________________________
 EH2277* NAD 83(1986)-  34 32 24.     (N)    091 42 23.     (W)     SCALED    
 EH2277* NAVD 88     -        60.568  (meters)     198.71   (feet)  POSTED    
 EH2277  ___________________________________________________________________
 EH2277  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH2277  DYNAMIC HT  -          60.510 (meters)     198.52  (feet)  COMP
 EH2277  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 EH2277
 EH2277  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EH2277
 EH2277.The horizontal coordinates were scaled from a topographic map and have
 EH2277.an estimated accuracy of +/- 6 seconds.
 EH2277
 EH2277.The orthometric height was determined by differential leveling
 EH2277.and adjusted by the National Geodetic Survey in 1992..
 EH2277.No vertical observational check was made to the station.
 EH2277.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EH2277.was located on a no-check spur therefore a value was not computed.
 EH2277
 EH2277.The geoid height was determined by GEOID03.
 EH2277
 EH2277.The dynamic height is computed by dividing the NAVD 88
 EH2277.geopotential number by the normal gravity value computed on the
 EH2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2277.degrees latitude (g = 980.6199 gals.).
 EH2277
 EH2277.The modeled gravity was interpolated from observed gravity values.
 EH2277
 EH2277;                    North         East    Units  Estimated Accuracy
 EH2277;SPC AR S     -   607,820.      426,950.      MT  (+/- 180 meters Scaled)
 EH2277
 EH2277                          SUPERSEDED SURVEY CONTROL
 EH2277
 EH2277  NGVD 29 (??/??/??)   60.589  (m)          198.78   (f) ADJUSTED    2 0
 EH2277
 EH2277.Superseded values are not recommended for survey control.
 EH2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2277.See file dsdata.txt to determine how the superseded data were derived.
 EH2277
 EH2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU187227(NAD 83)
 EH2277_MARKER: DD = SURVEY DISK
 EH2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2277_STAMPING: TT 28 B 1933
 EH2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2277+STABILITY: SURFACE MOTION
 EH2277
 EH2277  HISTORY     - Date     Condition        Report By
 EH2277  HISTORY     - 1933     MONUMENTED       USGS
 EH2277  HISTORY     - 1955     GOOD             CGS
 EH2277  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH2277
 EH2277                          STATION DESCRIPTION
 EH2277
 EH2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2277'3.0 MI E FROM HUMNOKE.
 EH2277'3.0 MILES EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT HUMNOKE,
 EH2277'AT GERIDGE, 99 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET
 EH2277'WEST OF A POWER POLE, 38 FEET WEST OF THE CENTER LINE OF A NORTH AND
 EH2277'SOUTH ROAD, 6 FEET SOUTHWEST OF A FENCE CORNER, SET IN THE TOP OF A
 EH2277'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THE RAILROAD
 EH2277'HAS BEEN TAKEN UP.
 EH2277
 EH2277                          STATION RECOVERY (1967)
 EH2277
 EH2277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH2277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1531 ***********************************************************************
 EJ1531  DESIGNATION -  TT 28 H
 EJ1531  PID         -  EJ1531
 EJ1531  STATE/COUNTY-  AR/MONTGOMERY
 EJ1531  USGS QUAD   -  POLK CREEK MTN (1980)
 EJ1531
 EJ1531                         *CURRENT SURVEY CONTROL
 EJ1531  ___________________________________________________________________
 EJ1531* NAD 83(1986)-  34 29 50.     (N)    093 46 00.     (W)     SCALED    
 EJ1531* NAVD 88     -       273.972  (meters)     898.86   (feet)  ADJUSTED  
 EJ1531  ___________________________________________________________________
 EJ1531  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EJ1531  DYNAMIC HT  -         273.693 (meters)     897.94  (feet)  COMP
 EJ1531  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 EJ1531
 EJ1531  VERT ORDER  -  SECOND    CLASS 0
 EJ1531
 EJ1531.The horizontal coordinates were scaled from a topographic map and have
 EJ1531.an estimated accuracy of +/- 6 seconds.
 EJ1531
 EJ1531.The orthometric height was determined by differential leveling
 EJ1531.and adjusted by the National Geodetic Survey in June 1991..
 EJ1531
 EJ1531.The geoid height was determined by GEOID03.
 EJ1531
 EJ1531.The dynamic height is computed by dividing the NAVD 88
 EJ1531.geopotential number by the normal gravity value computed on the
 EJ1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1531.degrees latitude (g = 980.6199 gals.).
 EJ1531
 EJ1531.The modeled gravity was interpolated from observed gravity values.
 EJ1531
 EJ1531;                    North         East    Units  Estimated Accuracy
 EJ1531;SPC AR S     -   604,430.      237,760.      MT  (+/- 180 meters Scaled)
 EJ1531
 EJ1531                          SUPERSEDED SURVEY CONTROL
 EJ1531
 EJ1531  NGVD 29 (??/??/92)  273.916  (m)          898.67   (f) ADJ UNCH    2 0
 EJ1531
 EJ1531.Superseded values are not recommended for survey control.
 EJ1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1531.See file dsdata.txt to determine how the superseded data were derived.
 EJ1531
 EJ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU296175(NAD 83)
 EJ1531_MARKER: DD = SURVEY DISK
 EJ1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1531_STAMPING: TT 28 H
 EJ1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1531+STABILITY: SURFACE MOTION
 EJ1531
 EJ1531  HISTORY     - Date     Condition        Report By
 EJ1531  HISTORY     - UNK      MONUMENTED       USGS
 EJ1531  HISTORY     - 1961     GOOD             NGS
 EJ1531
 EJ1531                          STATION DESCRIPTION
 EJ1531
 EJ1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1531'6.8 MI NW FROM NORMAN.
 EJ1531'NEAR THE CENTER OF IN THE NORTHEAST ANGLE OF CROSSROADS TO NORTHEAST
 EJ1531'OF A WHITE FRAME CHURCH, ABOUT 75 FEET NORTHEAST OF THE APPROXIMATE
 EJ1531'CENTER OF CROSSROADS AND ABOUT 35 FEET NORTH OF THE CENTERLINE OF THE
 EJ1531'EAST-WEST ROAD.  SEC. 10, T. 3 S., R. 26 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2275 ***********************************************************************
 EH2275  DESIGNATION -  TT 29 B
 EH2275  PID         -  EH2275
 EH2275  STATE/COUNTY-  AR/LONOKE
 EH2275  USGS QUAD   -  HUMNOKE (1982)
 EH2275
 EH2275                         *CURRENT SURVEY CONTROL
 EH2275  ___________________________________________________________________
 EH2275* NAD 83(1997)-  34 32 27.83465(N)    091 45 25.60781(W)     ADJUSTED  
 EH2275* NAVD 88     -        60.560  (meters)     198.69   (feet)  POSTED    
 EH2275  ___________________________________________________________________
 EH2275  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 EH2275  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH2275  DYNAMIC HT  -          60.500 (meters)     198.49  (feet)  COMP
 EH2275  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 EH2275
 EH2275  HORZ ORDER  -  SECOND
 EH2275  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2275
 EH2275.The horizontal coordinates were established by classical geodetic methods
 EH2275.and adjusted by the National Geodetic Survey in September 1999..
 EH2275
 EH2275.The orthometric height was determined by differential leveling
 EH2275.and adjusted by the National Geodetic Survey in 1992..
 EH2275.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2275.rate of 0.0 thru 1.0 mm/km.
 EH2275
 EH2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2275
 EH2275.The geoid height was determined by GEOID03.
 EH2275
 EH2275.The dynamic height is computed by dividing the NAVD 88
 EH2275.geopotential number by the normal gravity value computed on the
 EH2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2275.degrees latitude (g = 980.6199 gals.).
 EH2275
 EH2275.The modeled gravity was interpolated from observed gravity values.
 EH2275
 EH2275;                    North         East     Units Scale Factor Converg.
 EH2275;SPC AR S     -   607,923.968   422,294.799   MT  0.99995746   +0 08 09.4
 EH2275;SPC AR S     - 1,994,497.22  1,385,478.85   sFT  0.99995746   +0 08 09.4
 EH2275;UTM  15      - 3,822,852.299   614,048.277   MT  0.99976032   +0 42 17.2
 EH2275
 EH2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2275!SPC AR S     -   0.99999464  x   0.99995746  =   0.99995210
 EH2275!UTM  15      -   0.99999464  x   0.99976032  =   0.99975497
 EH2275
 EH2275                          SUPERSEDED SURVEY CONTROL
 EH2275
 EH2275  NAD 83(1986)-  34 32 27.84102(N)    091 45 25.60173(W) AD(       ) 2
 EH2275  NAD 27      -  34 32 27.49800(N)    091 45 25.12100(W) AD(       ) 2
 EH2275  NGVD 29 (??/??/??)   60.582  (m)          198.76   (f) ADJUSTED    2 0
 EH2275
 EH2275.Superseded values are not recommended for survey control.
 EH2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2275.See file dsdata.txt to determine how the superseded data were derived.
 EH2275
 EH2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1404822852(NAD 83)
 EH2275_MARKER: DD = SURVEY DISK
 EH2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2275_STAMPING: TT 29 B 1933
 EH2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2275+STABILITY: SURFACE MOTION
 EH2275
 EH2275  HISTORY     - Date     Condition        Report By
 EH2275  HISTORY     - 1939     MONUMENTED       USGS
 EH2275  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH2275
 EH2275                          STATION DESCRIPTION
 EH2275
 EH2275'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (CDM)
 EH2275'STATION IS A BRONZE DISK SET IN A CYLINDRICAL POST AND LOCATED
 EH2275'20 FEET N OF OLD RAILROAD BED.  A WAGON ROAD NOW PASSES
 EH2275'OVER THE MARK.  MARK IS APPROXIMATELY 140 METERS NNE OF
 EH2275'TRIANGULATION STATION HUMNOKE.  STAMPED U S G S TT 29B 1933
 EH2275'AND IS FLUSH WITH THE GROUND.
 EH2275
 EH2275                          STATION RECOVERY (1955)
 EH2275
 EH2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH2275'IN HUMNOKE.
 EH2275'AT HUMNOKE, LONOKE COUNTY, ON THE ST. LOUIS SOUTHWESTERN RAILWAY, 300
 EH2275'FEET EAST OF THE STATION, 42 FEET NORTH OF THE NORTH RAIL, 19 FEET
 EH2275'EAST OF THE CENTERLINE OF A DIRT-ROAD LEADING SOUTH, 4 FEET SOUTHWEST
 EH2275'OF POLE 247-01, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1541 ***********************************************************************
 EJ1541  DESIGNATION -  TT 29 H
 EJ1541  PID         -  EJ1541
 EJ1541  STATE/COUNTY-  AR/MONTGOMERY
 EJ1541  USGS QUAD   -  ODEN (1985)
 EJ1541
 EJ1541                         *CURRENT SURVEY CONTROL
 EJ1541  ___________________________________________________________________
 EJ1541* NAD 83(1986)-  34 31 48.     (N)    093 45 35.     (W)     SCALED    
 EJ1541* NAVD 88     -       231.050  (meters)     758.04   (feet)  ADJUSTED  
 EJ1541  ___________________________________________________________________
 EJ1541  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 EJ1541  DYNAMIC HT  -         230.814 (meters)     757.26  (feet)  COMP
 EJ1541  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 EJ1541
 EJ1541  VERT ORDER  -  SECOND    CLASS 0
 EJ1541
 EJ1541.The horizontal coordinates were scaled from a topographic map and have
 EJ1541.an estimated accuracy of +/- 6 seconds.
 EJ1541
 EJ1541.The orthometric height was determined by differential leveling
 EJ1541.and adjusted by the National Geodetic Survey in June 1991..
 EJ1541
 EJ1541.The geoid height was determined by GEOID03.
 EJ1541
 EJ1541.The dynamic height is computed by dividing the NAVD 88
 EJ1541.geopotential number by the normal gravity value computed on the
 EJ1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1541.degrees latitude (g = 980.6199 gals.).
 EJ1541
 EJ1541.The modeled gravity was interpolated from observed gravity values.
 EJ1541
 EJ1541;                    North         East    Units  Estimated Accuracy
 EJ1541;SPC AR S     -   608,060.      238,460.      MT  (+/- 180 meters Scaled)
 EJ1541
 EJ1541                          SUPERSEDED SURVEY CONTROL
 EJ1541
 EJ1541  NGVD 29 (??/??/92)  230.987  (m)          757.83   (f) ADJ UNCH    2 0
 EJ1541
 EJ1541.Superseded values are not recommended for survey control.
 EJ1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1541.See file dsdata.txt to determine how the superseded data were derived.
 EJ1541
 EJ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU302211(NAD 83)
 EJ1541_MARKER: DB = BENCH MARK DISK
 EJ1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1541_STAMPING: T.T. 29 H.
 EJ1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1541+STABILITY: SURFACE MOTION
 EJ1541
 EJ1541  HISTORY     - Date     Condition        Report By
 EJ1541  HISTORY     - UNK      MONUMENTED       USGS
 EJ1541  HISTORY     - 1935     GOOD             NGS
 EJ1541  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1541
 EJ1541                          STATION DESCRIPTION
 EJ1541
 EJ1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1541'7.8 MI S FROM ODEN.
 EJ1541'7.8 MILES SOUTH OF, ALONG THE CADDO AND CHOCTAW R.R. FROM ODEN
 EJ1541'CONSOLIDATED SCHOOL.  ABOUT .4 MILE SOUTHWEST OF OLD SITE OF GASTON.
 EJ1541'ABOUT .1 MILE NORTH OF CUT AT A CURVE.  AT A GRADE CROSSING OF A ROAD
 EJ1541'EAST TO MT. IDA.  50 FEET NORTHWEST OF INTERSECTION OF CENTERLINE OF
 EJ1541'RAILROAD AND GRADE CROSSING.  32.2 FEET WEST OF RAILROAD CENTERLINE. 6
 EJ1541'FEET EAST OF A RAIL FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ1541
 EJ1541                          STATION RECOVERY (1961)
 EJ1541
 EJ1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1037 ***********************************************************************
 FG1037  DESIGNATION -  TT 29 TX
 FG1037  PID         -  FG1037
 FG1037  STATE/COUNTY-  AR/JOHNSON
 FG1037  USGS QUAD   -  CLARKSVILLE (1993)
 FG1037
 FG1037                         *CURRENT SURVEY CONTROL
 FG1037  ___________________________________________________________________
 FG1037* NAD 83(1986)-  35 28 17.     (N)    093 26 21.     (W)     SCALED    
 FG1037* NAVD 88     -       137.650  (meters)     451.61   (feet)  ADJUSTED  
 FG1037  ___________________________________________________________________
 FG1037  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FG1037  DYNAMIC HT  -         137.523 (meters)     451.19  (feet)  COMP
 FG1037  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 FG1037
 FG1037  VERT ORDER  -  SECOND    CLASS 0
 FG1037
 FG1037.The horizontal coordinates were scaled from a topographic map and have
 FG1037.an estimated accuracy of +/- 6 seconds.
 FG1037
 FG1037.The orthometric height was determined by differential leveling
 FG1037.and adjusted by the National Geodetic Survey in June 1991..
 FG1037
 FG1037.The geoid height was determined by GEOID03.
 FG1037
 FG1037.The dynamic height is computed by dividing the NAVD 88
 FG1037.geopotential number by the normal gravity value computed on the
 FG1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1037.degrees latitude (g = 980.6199 gals.).
 FG1037
 FG1037.The modeled gravity was interpolated from observed gravity values.
 FG1037
 FG1037;                    North         East    Units  Estimated Accuracy
 FG1037;SPC AR N     -   127,210.      269,390.      MT  (+/- 180 meters Scaled)
 FG1037
 FG1037                          SUPERSEDED SURVEY CONTROL
 FG1037
 FG1037  NGVD 29 (??/??/92)  137.623  (m)          451.52   (f) ADJ UNCH    2 0
 FG1037
 FG1037.Superseded values are not recommended for survey control.
 FG1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1037.See file dsdata.txt to determine how the superseded data were derived.
 FG1037
 FG1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV601254(NAD 83)
 FG1037_MARKER: DB = BENCH MARK DISK
 FG1037_SETTING: 80 = SET IN A BOULDER
 FG1037_STAMPING: 451.518 TT 29 TX 1931
 FG1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1037+STABILITY: SURFACE MOTION
 FG1037
 FG1037  HISTORY     - Date     Condition        Report By
 FG1037  HISTORY     - 1931     MONUMENTED       USGS
 FG1037  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1037
 FG1037                          STATION DESCRIPTION
 FG1037
 FG1037'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG1037'1.6 MI E FROM CLARKSVILLE.
 FG1037'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 64 FROM CLARKSVILLE, JOHNSON
 FG1037'COUNTY, THENCE ABOUT 1/8 MILE NORTH ALONG STATE HIGHWAY 21, AT THE
 FG1037'JUNCTION OF A ROAD LEADING NORTHEAST, 75 FEET NORTHEAST OF THE
 FG1037'INTERSECTION OF THE CENTER LINES, 36 FEET NORTHWEST OF THE CENTER LINE
 FG1037'OF THE ROAD, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 FG1037'NORTHEAST OF A 24-INCH OAK TREE, 18 FEET NORTH OF A 14-INCH ELM TREE
 FG1037'BUTT, AND IN A PROMINENT BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 FG1037'STANDARD DISK, STAMPED 451.518 TT 29 TX 1931.
 FG1037
 FG1037                          STATION RECOVERY (1984)
 FG1037
 FG1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1037'SEARCHED FOR AND NOT RECOVERED THIS DATE, MARK NOT FOUND DUE TO ROAD
 FG1037'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0787 ***********************************************************************
 DL0787  DESIGNATION -  TT 3
 DL0787  PID         -  DL0787
 DL0787  STATE/COUNTY-  AR/LAFAYETTE
 DL0787  USGS QUAD   -  BRADLEY (1978)
 DL0787
 DL0787                         *CURRENT SURVEY CONTROL
 DL0787  ___________________________________________________________________
 DL0787* NAD 83(1986)-  33 05 54.     (N)    093 39 17.     (W)     SCALED    
 DL0787* NAVD 88     -        78.850  (meters)     258.69   (feet)  ADJUSTED  
 DL0787  ___________________________________________________________________
 DL0787  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DL0787  DYNAMIC HT  -          78.765 (meters)     258.41  (feet)  COMP
 DL0787  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 DL0787
 DL0787  VERT ORDER  -  FIRST     CLASS II
 DL0787
 DL0787.The horizontal coordinates were scaled from a topographic map and have
 DL0787.an estimated accuracy of +/- 6 seconds.
 DL0787
 DL0787.The orthometric height was determined by differential leveling
 DL0787.and adjusted by the National Geodetic Survey in June 1991..
 DL0787
 DL0787.The geoid height was determined by GEOID03.
 DL0787
 DL0787.The dynamic height is computed by dividing the NAVD 88
 DL0787.geopotential number by the normal gravity value computed on the
 DL0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0787.degrees latitude (g = 980.6199 gals.).
 DL0787
 DL0787.The modeled gravity was interpolated from observed gravity values.
 DL0787
 DL0787;                    North         East    Units  Estimated Accuracy
 DL0787;SPC AR S     -   449,130.      245,530.      MT  (+/- 180 meters Scaled)
 DL0787
 DL0787                          SUPERSEDED SURVEY CONTROL
 DL0787
 DL0787  NGVD 29 (??/??/92)   78.909  (m)          258.89   (f) ADJ UNCH    1 2
 DL0787
 DL0787.Superseded values are not recommended for survey control.
 DL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0787.See file dsdata.txt to determine how the superseded data were derived.
 DL0787
 DL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS389623(NAD 83)
 DL0787_MARKER: DD = SURVEY DISK
 DL0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0787_STAMPING: TT 3 JCL 1949
 DL0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0787+STABILITY: SURFACE MOTION
 DL0787
 DL0787  HISTORY     - Date     Condition        Report By
 DL0787  HISTORY     - 1949     MONUMENTED       USGS
 DL0787  HISTORY     - 1960     GOOD             NGS
 DL0787  HISTORY     - 1963     GOOD             NGS
 DL0787  HISTORY     - 20041226 MARK NOT FOUND   USPSQD
 DL0787
 DL0787                          STATION DESCRIPTION
 DL0787
 DL0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0787'IN BRADLEY.
 DL0787'AT THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, 23 FEET WEST OF THE
 DL0787'WEST RAIL OF THE MAIN TRACK, 27 1/2 FEET NORTH OF THE NORTHEAST CORNER
 DL0787'OF THE STATION, ABOUT 1 FOOT BELOW THE TRACKS, AND IN THE TOP OF A
 DL0787'CONCRETE POST PROJECTING 6 INCHES.
 DL0787
 DL0787                          STATION RECOVERY (1963)
 DL0787
 DL0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0787'RECOVERED IN GOOD CONDITION.
 DL0787
 DL0787                          STATION RECOVERY (2004)
 DL0787
 DL0787'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DL0787'MARK NOT FOUND.  STATION NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0380 ***********************************************************************
 FG0380  DESIGNATION -  TT 3 AEB
 FG0380  PID         -  FG0380
 FG0380  STATE/COUNTY-  AR/CONWAY
 FG0380  USGS QUAD   -  SPRINGFIELD (1990)
 FG0380
 FG0380                         *CURRENT SURVEY CONTROL
 FG0380  ___________________________________________________________________
 FG0380* NAD 83(1986)-  35 17 48.     (N)    092 31 10.     (W)     SCALED    
 FG0380* NAVD 88     -       141.220  (meters)     463.32   (feet)  ADJUSTED  
 FG0380  ___________________________________________________________________
 FG0380  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FG0380  DYNAMIC HT  -         141.089 (meters)     462.89  (feet)  COMP
 FG0380  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FG0380
 FG0380  VERT ORDER  -  SECOND    CLASS 0
 FG0380
 FG0380.The horizontal coordinates were scaled from a topographic map and have
 FG0380.an estimated accuracy of +/- 6 seconds.
 FG0380
 FG0380.The orthometric height was determined by differential leveling
 FG0380.and adjusted by the National Geodetic Survey in June 1991..
 FG0380
 FG0380.The geoid height was determined by GEOID03.
 FG0380
 FG0380.The dynamic height is computed by dividing the NAVD 88
 FG0380.geopotential number by the normal gravity value computed on the
 FG0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0380.degrees latitude (g = 980.6199 gals.).
 FG0380
 FG0380.The modeled gravity was interpolated from observed gravity values.
 FG0380
 FG0380;                    North         East    Units  Estimated Accuracy
 FG0380;SPC AR N     -   107,000.      352,760.      MT  (+/- 180 meters Scaled)
 FG0380
 FG0380                          SUPERSEDED SURVEY CONTROL
 FG0380
 FG0380  NGVD 29 (??/??/92)  141.217  (m)          463.31   (f) ADJ UNCH    2 0
 FG0380
 FG0380.Superseded values are not recommended for survey control.
 FG0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0380.See file dsdata.txt to determine how the superseded data were derived.
 FG0380
 FG0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV436060(NAD 83)
 FG0380_MARKER: DD = SURVEY DISK
 FG0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0380_SP_SET: CULVERT
 FG0380_STAMPING: 463 FEET TT 3 AEB 1959
 FG0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0380
 FG0380  HISTORY     - Date     Condition        Report By
 FG0380  HISTORY     - 1959     MONUMENTED       USGS
 FG0380  HISTORY     - 1962     GOOD             NGS
 FG0380
 FG0380                          STATION DESCRIPTION
 FG0380
 FG0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0380'9.4 MI SW FROM DAMASCUS.
 FG0380'9.4 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE IN
 FG0380'DAMASCUS, SET IN THE CENTER OF THE EAST HEADWALL OF A CULVERT, 11.0
 FG0380'FEET EAST OF THE CENTER OF THE ROAD, 0.5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1768 ***********************************************************************
 FG1768  DESIGNATION -  TT 3 C
 FG1768  PID         -  FG1768
 FG1768  STATE/COUNTY-  AR/POPE
 FG1768  USGS QUAD   -  HECTOR (1989)
 FG1768
 FG1768                         *CURRENT SURVEY CONTROL
 FG1768  ___________________________________________________________________
 FG1768* NAD 83(1997)-  35 29 43.94082(N)    092 53 51.41708(W)     ADJUSTED  
 FG1768* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 FG1768  ___________________________________________________________________
 FG1768  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 FG1768  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FG1768
 FG1768  HORZ ORDER  -  THIRD
 FG1768
 FG1768.The horizontal coordinates were established by classical geodetic methods
 FG1768.and adjusted by the National Geodetic Survey in September 1999..
 FG1768.No horizontal observational check was made to the station.
 FG1768
 FG1768.The orthometric height was scaled from a topographic map.
 FG1768
 FG1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1768
 FG1768.The geoid height was determined by GEOID03.
 FG1768
 FG1768;                    North         East     Units Scale Factor Converg.
 FG1768;SPC AR N     -   129,307.850   318,561.606   MT  0.99993713   -0 31 20.4
 FG1768;SPC AR N     -   424,237.50  1,045,147.54   sFT  0.99993713   -0 31 20.4
 FG1768;UTM  15      - 3,928,003.538   509,286.050   MT  0.99960106   +0 03 34.0
 FG1768
 FG1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1768!SPC AR N     -   0.99990824  x   0.99993713  =   0.99984538
 FG1768!UTM  15      -   0.99990824  x   0.99960106  =   0.99950934
 FG1768
 FG1768                          SUPERSEDED SURVEY CONTROL
 FG1768
 FG1768  NAD 83(1986)-  35 29 43.95419(N)    092 53 51.41464(W) AD(       ) 3
 FG1768  NAD 27      -  35 29 43.67000(N)    092 53 50.79600(W) AD(       ) 3
 FG1768
 FG1768.Superseded values are not recommended for survey control.
 FG1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1768.See file dsdata.txt to determine how the superseded data were derived.
 FG1768
 FG1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0928628004(NAD 83)
 FG1768_MARKER: DD = SURVEY DISK
 FG1768_SETTING: 80 = SET IN A BOULDER
 FG1768_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FG1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1768+STABILITY: SURFACE MOTION
 FG1768
 FG1768  HISTORY     - Date     Condition        Report By
 FG1768  HISTORY     - 1954     MONUMENTED       USGS
 FG1768
 FG1768                          STATION DESCRIPTION
 FG1768
 FG1768'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (JCM)
 FG1768'THE STATION IS ABOUT 5-1/4 MILES NORTH AND 1-1/4 MILES WEST
 FG1768'OF APPLETON AND 4 MILES EAST AND 2-1/2 MILES NORTH OF HECTOR.
 FG1768'IT IS ABOUT 1 FOOT EAST OF THE DETERMINED CENTER OF THE BASE
 FG1768'OF THE PETERMAN LOOKOUT TOWER.  THE MARK IS A STANDARD DISK
 FG1768'OF THE UNITED STATES GEOLOGICAL SURVEY SET IN A DRILLED HOLE
 FG1768'IN A 4 X 6 INCH SQUARE BOULDER THAT PROJECTS 2 INCHES.  THE
 FG1768'DISK IS STAMPED T T 3 C 1939.
 FG1768'
 FG1768'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FG1768'PETERMAN AND THE DISTANCE WAS FOUND TO BE 88.36 FEET AND
 FG1768'26.931 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1499 ***********************************************************************
 FG1499  DESIGNATION -  TT 3 H
 FG1499  PID         -  FG1499
 FG1499  STATE/COUNTY-  AR/FRANKLIN
 FG1499  USGS QUAD   -  CRAVENS (1973)
 FG1499
 FG1499                         *CURRENT SURVEY CONTROL
 FG1499  ___________________________________________________________________
 FG1499* NAD 83(1986)-  35 34 56.     (N)    093 58 06.     (W)     SCALED    
 FG1499* NAVD 88     -       248.502  (meters)     815.29   (feet)  ADJUSTED  
 FG1499  ___________________________________________________________________
 FG1499  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FG1499  DYNAMIC HT  -         248.273 (meters)     814.54  (feet)  COMP
 FG1499  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 FG1499
 FG1499  VERT ORDER  -  SECOND    CLASS 0
 FG1499
 FG1499.The horizontal coordinates were scaled from a topographic map and have
 FG1499.an estimated accuracy of +/- 6 seconds.
 FG1499
 FG1499.The orthometric height was determined by differential leveling
 FG1499.and adjusted by the National Geodetic Survey in June 1991..
 FG1499
 FG1499.The geoid height was determined by GEOID03.
 FG1499
 FG1499.The dynamic height is computed by dividing the NAVD 88
 FG1499.geopotential number by the normal gravity value computed on the
 FG1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1499.degrees latitude (g = 980.6199 gals.).
 FG1499
 FG1499.The modeled gravity was interpolated from observed gravity values.
 FG1499
 FG1499;                    North         East    Units  Estimated Accuracy
 FG1499;SPC AR N     -   140,340.      221,620.      MT  (+/- 180 meters Scaled)
 FG1499
 FG1499                          SUPERSEDED SURVEY CONTROL
 FG1499
 FG1499  NGVD 29 (??/??/92)  248.422  (m)          815.03   (f) ADJ UNCH    2 0
 FG1499
 FG1499.Superseded values are not recommended for survey control.
 FG1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1499.See file dsdata.txt to determine how the superseded data were derived.
 FG1499
 FG1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV122380(NAD 83)
 FG1499_MARKER: DD = SURVEY DISK
 FG1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1499_STAMPING: T.T. 3 H 1933
 FG1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1499+STABILITY: SURFACE MOTION
 FG1499
 FG1499  HISTORY     - Date     Condition        Report By
 FG1499  HISTORY     - 1933     MONUMENTED       USGS
 FG1499  HISTORY     - 1959     GOOD             NGS
 FG1499
 FG1499                          STATION DESCRIPTION
 FG1499
 FG1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1499'IN WHITE ROCK.
 FG1499'MARK RECOVERED AND FOUND IN GOOD CONDITION BUT SEVERAL ERRORS WERE
 FG1499'FOUND IN THE DESCRIPTION.  IT IS ABOUT 0.1 MILE EAST OF THE MAIN
 FG1499'CROSSROADS AT WHITE ROCK, ABOUT 150 FEET NORTH OF THE WHITE
 FG1499'ROCK-CRAVENS ROAD, AT AN OLD ABANDONED SCHOOL, 18 FEET SOUTHEAST OF
 FG1499'THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND 9 FEET WEST OF THE
 FG1499'BASE OF A 3 1/2-FOOT OAK TREE.  THE MARK IS ABOUT 3 INCHES BELOW THE
 FG1499'SURFACE OF THE GROUND.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FG1499'POST.  STAMPED T.T. 3 H 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0163 ***********************************************************************
 DL0163  DESIGNATION -  TT 3 LS
 DL0163  PID         -  DL0163
 DL0163  STATE/COUNTY-  AR/BRADLEY
 DL0163  USGS QUAD   -  MARSDEN (1985)
 DL0163
 DL0163                         *CURRENT SURVEY CONTROL
 DL0163  ___________________________________________________________________
 DL0163* NAD 83(1986)-  33 21 12.     (N)    092 07 35.     (W)     SCALED    
 DL0163* NAVD 88     -        40.469  (meters)     132.77   (feet)  ADJUSTED  
 DL0163  ___________________________________________________________________
 DL0163  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL0163  DYNAMIC HT  -          40.426 (meters)     132.63  (feet)  COMP
 DL0163  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 DL0163
 DL0163  VERT ORDER  -  SECOND    CLASS 0
 DL0163
 DL0163.The horizontal coordinates were scaled from a topographic map and have
 DL0163.an estimated accuracy of +/- 6 seconds.
 DL0163
 DL0163.The orthometric height was determined by differential leveling
 DL0163.and adjusted by the National Geodetic Survey in June 1991..
 DL0163
 DL0163.The geoid height was determined by GEOID03.
 DL0163
 DL0163.The dynamic height is computed by dividing the NAVD 88
 DL0163.geopotential number by the normal gravity value computed on the
 DL0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0163.degrees latitude (g = 980.6199 gals.).
 DL0163
 DL0163.The modeled gravity was interpolated from observed gravity values.
 DL0163
 DL0163;                    North         East    Units  Estimated Accuracy
 DL0163;SPC AR S     -   476,170.      388,240.      MT  (+/- 180 meters Scaled)
 DL0163
 DL0163                          SUPERSEDED SURVEY CONTROL
 DL0163
 DL0163  NGVD 29 (??/??/92)   40.544  (m)          133.02   (f) ADJ UNCH    2 0
 DL0163
 DL0163.Superseded values are not recommended for survey control.
 DL0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0163.See file dsdata.txt to determine how the superseded data were derived.
 DL0163
 DL0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS812907(NAD 83)
 DL0163_MARKER: DD = SURVEY DISK
 DL0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0163_STAMPING: TT 3 L.S. 1933
 DL0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0163+STABILITY: SURFACE MOTION
 DL0163
 DL0163  HISTORY     - Date     Condition        Report By
 DL0163  HISTORY     - 1933     MONUMENTED       USGS
 DL0163  HISTORY     - 1964     GOOD             NGS
 DL0163
 DL0163                          STATION DESCRIPTION
 DL0163
 DL0163'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 DL0163'2.3 MI NW FROM VICK.
 DL0163'2.3 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0163'RAILROAD FROM THE STATION AT VICK, BRADLEY COUNTY, AT MILEAGE 23.8,
 DL0163'0.1 MILE SOUTHEAST OF THE BEN STANFIELD FARMHOUSE, 89.4 FEET WEST OF
 DL0163'POLE 23+19, 56.1 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A
 DL0163'PRIVATE ROAD, 46.8 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 5.1
 DL0163'FEET NORTH OF A SMALL PERSIMMON TREE.  A U. S. GEOLOGICAL SURVEY
 DL0163'STANDARD DISK, STAMPED TT 3 L.S. 1933 AND SET IN THE TOP OF A CONCRETE
 DL0163'POST.  NOTE-- ABOUT 0.2 MILE NORTHEAST OF TWO FARMHOUSES, TO THE NORTH
 DL0163'OF A PRIVATE ROAD CROSSING, ABOUT 40 FEET NORTH OF THE CENTERLINE OF
 DL0163'ROAD LEADING TO RAILROAD AND ABOUT 7 FEET WEST OF RIGHT OF WAY FENCE.
 DL0163
 DL0163                          STATION RECOVERY (1964)
 DL0163
 DL0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1537 ***********************************************************************
 DL1537  DESIGNATION -  TT 3 TF
 DL1537  PID         -  DL1537
 DL1537  STATE/COUNTY-  AR/MILLER
 DL1537  USGS QUAD   -  FOUKE NE (1975)
 DL1537
 DL1537                         *CURRENT SURVEY CONTROL
 DL1537  ___________________________________________________________________
 DL1537* NAD 83(1997)-  33 28 07.28793(N)    093 51 24.71208(W)     ADJUSTED  
 DL1537* NAVD 88     -        77.17   (+/-2cm)     253.2    (feet)  VERTCON   
 DL1537  ___________________________________________________________________
 DL1537  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DL1537  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DL1537
 DL1537  HORZ ORDER  -  SECOND
 DL1537  VERT ORDER  -  THIRD ? (See Below)
 DL1537
 DL1537.The horizontal coordinates were established by classical geodetic methods
 DL1537.and adjusted by the National Geodetic Survey in September 1999..
 DL1537
 DL1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1537.The vertical order pertains to the NGVD 29 superseded value.
 DL1537
 DL1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1537
 DL1537.The geoid height was determined by GEOID03.
 DL1537
 DL1537;                    North         East     Units Scale Factor Converg.
 DL1537;SPC AR S     -   490,520.407   227,408.522   MT  0.99996688   -1 02 21.4
 DL1537;SPC AR S     - 1,609,315.70    746,089.46   sFT  0.99996688   -1 02 21.4
 DL1537;UTM  15      - 3,703,576.387   420,380.010   MT  0.99967815   -0 28 21.3
 DL1537
 DL1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1537!SPC AR S     -   0.99999211  x   0.99996688  =   0.99995899
 DL1537!UTM  15      -   0.99999211  x   0.99967815  =   0.99967026
 DL1537
 DL1537                          SUPERSEDED SURVEY CONTROL
 DL1537
 DL1537  NAD 83(1997)-  33 28 07.29364(N)    093 51 24.70688(W) AD(       ) 2
 DL1537  NAD 83(1997)-  33 28 07.29393(N)    093 51 24.70527(W) AD(       ) 2
 DL1537  NAD 83(1986)-  33 28 07.29640(N)    093 51 24.70124(W) AD(       ) 2
 DL1537  NAD 27      -  33 28 06.84900(N)    093 51 24.04900(W) AD(       ) 2
 DL1537  NGVD 29 (07/19/86)   77.19   (m)          253.2    (f) LEVELING    3  
 DL1537
 DL1537.Superseded values are not recommended for survey control.
 DL1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1537.See file dsdata.txt to determine how the superseded data were derived.
 DL1537
 DL1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2038003576(NAD 83)
 DL1537_MARKER: DD = SURVEY DISK
 DL1537_SETTING: 0 = UNSPECIFIED SETTING
 DL1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1537
 DL1537  HISTORY     - Date     Condition        Report By
 DL1537  HISTORY     - 1951     MONUMENTED       USGS
 DL1537
 DL1537                          STATION DESCRIPTION
 DL1537
 DL1537'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 DL1537'SEE STATION TREGGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0860 ***********************************************************************
 FG0860  DESIGNATION -  TT 30
 FG0860  PID         -  FG0860
 FG0860  STATE/COUNTY-  AR/JOHNSON
 FG0860  USGS QUAD   -  LUDWIG (1980)
 FG0860
 FG0860                         *CURRENT SURVEY CONTROL
 FG0860  ___________________________________________________________________
 FG0860* NAD 83(1986)-  35 30 52.     (N)    093 25 42.     (W)     SCALED    
 FG0860* NAVD 88     -       226.958  (meters)     744.61   (feet)  ADJUSTED  
 FG0860  ___________________________________________________________________
 FG0860  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FG0860  DYNAMIC HT  -         226.749 (meters)     743.93  (feet)  COMP
 FG0860  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FG0860
 FG0860  VERT ORDER  -  SECOND    CLASS 0
 FG0860
 FG0860.The horizontal coordinates were scaled from a topographic map and have
 FG0860.an estimated accuracy of +/- 6 seconds.
 FG0860
 FG0860.The orthometric height was determined by differential leveling
 FG0860.and adjusted by the National Geodetic Survey in June 1991..
 FG0860
 FG0860.The geoid height was determined by GEOID03.
 FG0860
 FG0860.The dynamic height is computed by dividing the NAVD 88
 FG0860.geopotential number by the normal gravity value computed on the
 FG0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0860.degrees latitude (g = 980.6199 gals.).
 FG0860
 FG0860.The modeled gravity was interpolated from observed gravity values.
 FG0860
 FG0860;                    North         East    Units  Estimated Accuracy
 FG0860;SPC AR N     -   131,970.      270,440.      MT  (+/- 180 meters Scaled)
 FG0860
 FG0860                          SUPERSEDED SURVEY CONTROL
 FG0860
 FG0860  NGVD 29 (??/??/92)  226.946  (m)          744.57   (f) ADJ UNCH    2 0
 FG0860
 FG0860.Superseded values are not recommended for survey control.
 FG0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0860.See file dsdata.txt to determine how the superseded data were derived.
 FG0860
 FG0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV611301(NAD 83)
 FG0860_MARKER: DB = BENCH MARK DISK
 FG0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0860_STAMPING: T.T. 30 TX 1931 77.572
 FG0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0860+STABILITY: SURFACE MOTION
 FG0860
 FG0860  HISTORY     - Date     Condition        Report By
 FG0860  HISTORY     - 1931     MONUMENTED       CGS
 FG0860  HISTORY     - 1935     GOOD             NGS
 FG0860
 FG0860                          STATION DESCRIPTION
 FG0860
 FG0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0860'5 MI N FROM CLARKSVILLE.
 FG0860'ABOUT 5 MILES NORTH OF CLARKSVILLE, ALONG ST. HWY. 21.  AT THE QUARTER
 FG0860'CORNER BETWEEN SECTIONS 15 AND 22, T 10 N, R 23 W., AT THE NORTHEAST
 FG0860'CORNER OF LUDWIG SCHOOL YARD.  40 FEET WEST OF CNETERLINE OF ST. HWY.
 FG0860'21.  18 FEET SOUTH OF T ROAD LEADING EAST.  5 FEET ABOVE LEVEL OF
 FG0860'ROAD.  TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0263 ***********************************************************************
 FG0263  DESIGNATION -  TT 30 RDM
 FG0263  PID         -  FG0263
 FG0263  STATE/COUNTY-  AR/WHITE
 FG0263  USGS QUAD   -  ROSE BUD (1994)
 FG0263
 FG0263                         *CURRENT SURVEY CONTROL
 FG0263  ___________________________________________________________________
 FG0263* NAD 83(1986)-  35 19 14.     (N)    092 00 50.     (W)     SCALED    
 FG0263* NAVD 88     -       234.199  (meters)     768.37   (feet)  ADJUSTED  
 FG0263  ___________________________________________________________________
 FG0263  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FG0263  DYNAMIC HT  -         233.980 (meters)     767.65  (feet)  COMP
 FG0263  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FG0263
 FG0263  VERT ORDER  -  SECOND    CLASS 0
 FG0263
 FG0263.The horizontal coordinates were scaled from a topographic map and have
 FG0263.an estimated accuracy of +/- 6 seconds.
 FG0263
 FG0263.The orthometric height was determined by differential leveling
 FG0263.and adjusted by the National Geodetic Survey in June 1991..
 FG0263
 FG0263.The geoid height was determined by GEOID03.
 FG0263
 FG0263.The dynamic height is computed by dividing the NAVD 88
 FG0263.geopotential number by the normal gravity value computed on the
 FG0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0263.degrees latitude (g = 980.6199 gals.).
 FG0263
 FG0263.The modeled gravity was interpolated from observed gravity values.
 FG0263
 FG0263;                    North         East    Units  Estimated Accuracy
 FG0263;SPC AR N     -   109,520.      398,740.      MT  (+/- 180 meters Scaled)
 FG0263
 FG0263                          SUPERSEDED SURVEY CONTROL
 FG0263
 FG0263  NGVD 29 (??/??/92)  234.148  (m)          768.20   (f) ADJ UNCH    2 0
 FG0263
 FG0263.Superseded values are not recommended for survey control.
 FG0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0263.See file dsdata.txt to determine how the superseded data were derived.
 FG0263
 FG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV896090(NAD 83)
 FG0263_MARKER: DD = SURVEY DISK
 FG0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0263_STAMPING: TT 30 RDM 1959 768
 FG0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0263+STABILITY: SURFACE MOTION
 FG0263
 FG0263  HISTORY     - Date     Condition        Report By
 FG0263  HISTORY     - 1959     MONUMENTED       USGS
 FG0263  HISTORY     - 1967     GOOD             NGS
 FG0263
 FG0263                          STATION DESCRIPTION
 FG0263
 FG0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0263'4.0 MI E FROM ROSE BUD.
 FG0263'IT IS 4.0 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN
 FG0263'ROSE BUD, 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 54
 FG0263'FEET EAST OF THE EAST GATE POST OF A GATE, 43 FEET NORTH OF THE CENTER
 FG0263'OF THE HIGHWAY, 32 FEET WEST OF A POWERLINE POLE, 2.4 FEET NORTH OF A
 FG0263'METAL WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 FG0263'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0858 ***********************************************************************
 FG0858  DESIGNATION -  TT 31
 FG0858  PID         -  FG0858
 FG0858  STATE/COUNTY-  AR/JOHNSON
 FG0858  USGS QUAD   -  LUDWIG (1980)
 FG0858
 FG0858                         *CURRENT SURVEY CONTROL
 FG0858  ___________________________________________________________________
 FG0858* NAD 83(1986)-  35 33 05.     (N)    093 26 14.     (W)     SCALED    
 FG0858* NAVD 88     -       221.518  (meters)     726.76   (feet)  ADJUSTED  
 FG0858  ___________________________________________________________________
 FG0858  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FG0858  DYNAMIC HT  -         221.310 (meters)     726.08  (feet)  COMP
 FG0858  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 FG0858
 FG0858  VERT ORDER  -  SECOND    CLASS 0
 FG0858
 FG0858.The horizontal coordinates were scaled from a topographic map and have
 FG0858.an estimated accuracy of +/- 6 seconds.
 FG0858
 FG0858.The orthometric height was determined by differential leveling
 FG0858.and adjusted by the National Geodetic Survey in June 1991..
 FG0858
 FG0858.The geoid height was determined by GEOID03.
 FG0858
 FG0858.The dynamic height is computed by dividing the NAVD 88
 FG0858.geopotential number by the normal gravity value computed on the
 FG0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0858.degrees latitude (g = 980.6199 gals.).
 FG0858
 FG0858.The modeled gravity was interpolated from observed gravity values.
 FG0858
 FG0858;                    North         East    Units  Estimated Accuracy
 FG0858;SPC AR N     -   136,080.      269,700.      MT  (+/- 180 meters Scaled)
 FG0858
 FG0858                          SUPERSEDED SURVEY CONTROL
 FG0858
 FG0858  NGVD 29 (??/??/92)  221.506  (m)          726.72   (f) ADJ UNCH    2 0
 FG0858
 FG0858.Superseded values are not recommended for survey control.
 FG0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0858.See file dsdata.txt to determine how the superseded data were derived.
 FG0858
 FG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV603342(NAD 83)
 FG0858_MARKER: DD = SURVEY DISK
 FG0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0858_STAMPING: 726.724 TT 31 TX 1931
 FG0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0858+STABILITY: SURFACE MOTION
 FG0858
 FG0858  HISTORY     - Date     Condition        Report By
 FG0858  HISTORY     - 1931     MONUMENTED       USGS
 FG0858  HISTORY     - 1935     GOOD             NGS
 FG0858
 FG0858                          STATION DESCRIPTION
 FG0858
 FG0858'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0858'1.6 MI E FROM CLARKSVILLE.
 FG0858'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 64 FROM CLARKSVILLE, JOHNSON
 FG0858'COUNTY, THENCE ABOUT 5.9 MILES NORTH ALONG STATE HIGHWAY 21, AT A TURN
 FG0858'IN THE HIGHWAY, ABOUT 50 YARDS NORTH OF A SMALL STORE, 15 FEET NORTH
 FG0858'OF A POINT 60 FEET EAST OF A BRIDGE OVER A SMALL STREAM, ABOUT 160
 FG0858'FEET WEST OF AN OLD FENCE LINE, AND 15 FEET NORTH OF THE PROLONGATION
 FG0858'OF THE CENTER LINE OF A ROAD LEADING EAST.  A UNITED STATES GEOLOGICAL
 FG0858'SURVEY STANDARD DISK, STAMPED 726.724 TT 31 TX 1931 AND SET IN THE TOP
 FG0858'OF A CONCRETE POST.
 FG0858
 FG0858                          STATION RECOVERY (1935)
 FG0858
 FG0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0856 ***********************************************************************
 FG0856  DESIGNATION -  TT 32
 FG0856  PID         -  FG0856
 FG0856  STATE/COUNTY-  AR/JOHNSON
 FG0856  USGS QUAD   -  LUDWIG (1980)
 FG0856
 FG0856                         *CURRENT SURVEY CONTROL
 FG0856  ___________________________________________________________________
 FG0856* NAD 83(1986)-  35 35 02.     (N)    093 26 05.     (W)     SCALED    
 FG0856* NAVD 88     -       455.869  (meters)    1495.63   (feet)  ADJUSTED  
 FG0856  ___________________________________________________________________
 FG0856  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FG0856  DYNAMIC HT  -         455.435 (meters)    1494.21  (feet)  COMP
 FG0856  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 FG0856
 FG0856  VERT ORDER  -  SECOND    CLASS 0
 FG0856
 FG0856.The horizontal coordinates were scaled from a topographic map and have
 FG0856.an estimated accuracy of +/- 6 seconds.
 FG0856
 FG0856.The orthometric height was determined by differential leveling
 FG0856.and adjusted by the National Geodetic Survey in June 1991..
 FG0856
 FG0856.The geoid height was determined by GEOID03.
 FG0856
 FG0856.The dynamic height is computed by dividing the NAVD 88
 FG0856.geopotential number by the normal gravity value computed on the
 FG0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0856.degrees latitude (g = 980.6199 gals.).
 FG0856
 FG0856.The modeled gravity was interpolated from observed gravity values.
 FG0856
 FG0856;                    North         East    Units  Estimated Accuracy
 FG0856;SPC AR N     -   139,690.      269,980.      MT  (+/- 180 meters Scaled)
 FG0856
 FG0856                          SUPERSEDED SURVEY CONTROL
 FG0856
 FG0856  NGVD 29 (??/??/92)  455.846  (m)         1495.55   (f) ADJ UNCH    2 0
 FG0856
 FG0856.Superseded values are not recommended for survey control.
 FG0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0856.See file dsdata.txt to determine how the superseded data were derived.
 FG0856
 FG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV606378(NAD 83)
 FG0856_MARKER: DB = BENCH MARK DISK
 FG0856_SETTING: 66 = SET IN ROCK OUTCROP
 FG0856_SP_SET: SET IN ROCK OUTCROP
 FG0856_STAMPING: 1495.555 TT 32 TX 1931
 FG0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0856+STABILITY: POSITION/ELEVATION WELL
 FG0856
 FG0856  HISTORY     - Date     Condition        Report By
 FG0856  HISTORY     - 1931     MONUMENTED       USGS
 FG0856  HISTORY     - 1935     GOOD             NGS
 FG0856  HISTORY     - 20040515 GOOD             GEOCAC
 FG0856
 FG0856                          STATION DESCRIPTION
 FG0856
 FG0856'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0856'5.5 MI S FROM OZONE.
 FG0856'ABOUT 5-1/2 MILES SOUTH ALONG STATE HIGHWAY 21 FROM OZONE, JOHNSON
 FG0856'COUNTY, 30 FEET NORTH OF A POINT 40 FEET WEST OF A SHARP BEND AT THE
 FG0856'JUNCTION OF AN OLD TRAIL LEADING NORTH, ABOUT 30 FEET SOUTH OF A
 FG0856'BLAZED 24-INCH PINE TREE, 30 FEET EAST OF A BLAZED 24-INCH OAK TREE,
 FG0856'AND IN THE TOP OF A ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY
 FG0856'STANDARD DISK, STAMPED 1495.555 TT 32 TX 1931.
 FG0856
 FG0856                          STATION RECOVERY (1935)
 FG0856
 FG0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0856'RECOVERED IN GOOD CONDITION.
 FG0856
 FG0856                          STATION RECOVERY (2004)
 FG0856
 FG0856'RECOVERY NOTE BY GEOCACHING 2004 (KPW)
 FG0856'HIGHWAY DESCRIBED IN ORIGINAL DESCRIPTION HAS BEEN ABANDONED. NEW HWY
 FG0856'21 HAS BEEN CONSTRUCTED IN THE SAME GENERAL AREA, BUT A NEW
 FG0856'DESCRIPTION IS AS FOLLOWS - FROM THE COURTHOUSE IN CLARKSVILLE, TRAVEL
 FG0856'EAST ON HWY 64 FOR 1.4 MILES TO THE JUNCTION WITH HWY 21. TURN NORTH
 FG0856'ON HWY 21 FOR 8.8 MILES TO A PARKING AREA ON THE LEFT AND THE STATION
 FG0856'TO THE RIGHT.
 FG0856'REACHING THE STATION REQUIRES A 5 MINUTE PACK ACROSS THE HIGHWAY AND
 FG0856'UP THE SIDE OF THE MOUNTAIN ON THE WEST SIDE OF THE ROAD. ABANDONED
 FG0856'ROAD BED SHOULD BE APPARENT. GPS COORDINATES GIVEN BY CONSUMER GRADE
 FG0856'RECEIVER SHOW N 35 DEGREES 35.064 MINUTES, W 093 DEGREES 26.093
 FG0856'MINUTES.
 FG0856' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0854 ***********************************************************************
 FG0854  DESIGNATION -  TT 33
 FG0854  PID         -  FG0854
 FG0854  STATE/COUNTY-  AR/JOHNSON
 FG0854  USGS QUAD   -  LUDWIG (1980)
 FG0854
 FG0854                         *CURRENT SURVEY CONTROL
 FG0854  ___________________________________________________________________
 FG0854* NAD 83(1986)-  35 36 41.     (N)    093 25 56.     (W)     SCALED    
 FG0854* NAVD 88     -       551.355  (meters)    1808.90   (feet)  ADJUSTED  
 FG0854  ___________________________________________________________________
 FG0854  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FG0854  DYNAMIC HT  -         550.823 (meters)    1807.16  (feet)  COMP
 FG0854  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FG0854
 FG0854  VERT ORDER  -  SECOND    CLASS 0
 FG0854
 FG0854.The horizontal coordinates were scaled from a topographic map and have
 FG0854.an estimated accuracy of +/- 6 seconds.
 FG0854
 FG0854.The orthometric height was determined by differential leveling
 FG0854.and adjusted by the National Geodetic Survey in June 1991..
 FG0854
 FG0854.The geoid height was determined by GEOID03.
 FG0854
 FG0854.The dynamic height is computed by dividing the NAVD 88
 FG0854.geopotential number by the normal gravity value computed on the
 FG0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0854.degrees latitude (g = 980.6199 gals.).
 FG0854
 FG0854.The modeled gravity was interpolated from observed gravity values.
 FG0854
 FG0854;                    North         East    Units  Estimated Accuracy
 FG0854;SPC AR N     -   142,730.      270,250.      MT  (+/- 180 meters Scaled)
 FG0854
 FG0854                          SUPERSEDED SURVEY CONTROL
 FG0854
 FG0854  NGVD 29 (??/??/92)  551.322  (m)         1808.80   (f) ADJ UNCH    2 0
 FG0854
 FG0854.Superseded values are not recommended for survey control.
 FG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0854.See file dsdata.txt to determine how the superseded data were derived.
 FG0854
 FG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV608409(NAD 83)
 FG0854_MARKER: DD = SURVEY DISK
 FG0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0854_STAMPING: 1808.796 TT 33 TX 1931
 FG0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0854+STABILITY: SURFACE MOTION
 FG0854
 FG0854  HISTORY     - Date     Condition        Report By
 FG0854  HISTORY     - 1931     MONUMENTED       USGS
 FG0854  HISTORY     - 1935     GOOD             NGS
 FG0854
 FG0854                          STATION DESCRIPTION
 FG0854
 FG0854'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0854'2.7 MI S FROM OZONE.
 FG0854'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 21 FROM OZONE, JOHNSON
 FG0854'COUNTY, AT SEC. 15, T. 11 N., R. 23 W., ABOUT 30 FEET NORTH OF A POINT
 FG0854'10 FEET EAST OF THE CENTER OF THE JUNCTION WITH A T-ROAD LEADING
 FG0854'NORTH, AND 3 FEET SOUTH OF A POINT 12 FEET EAST OF A BLAZED 30-INCH
 FG0854'OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FG0854'1808.796 TT 33 TX 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FG0854
 FG0854                          STATION RECOVERY (1935)
 FG0854
 FG0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0853 ***********************************************************************
 FG0853  DESIGNATION -  TT 34
 FG0853  PID         -  FG0853
 FG0853  STATE/COUNTY-  AR/JOHNSON
 FG0853  USGS QUAD   -  OZONE (1980)
 FG0853
 FG0853                         *CURRENT SURVEY CONTROL
 FG0853  ___________________________________________________________________
 FG0853* NAD 83(1986)-  35 38 29.     (N)    093 26 32.     (W)     SCALED    
 FG0853* NAVD 88     -       595.491  (meters)    1953.71   (feet)  ADJUSTED  
 FG0853  ___________________________________________________________________
 FG0853  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FG0853  DYNAMIC HT  -         594.910 (meters)    1951.80  (feet)  COMP
 FG0853  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 FG0853
 FG0853  VERT ORDER  -  SECOND    CLASS 0
 FG0853
 FG0853.The horizontal coordinates were scaled from a topographic map and have
 FG0853.an estimated accuracy of +/- 6 seconds.
 FG0853
 FG0853.The orthometric height was determined by differential leveling
 FG0853.and adjusted by the National Geodetic Survey in June 1991..
 FG0853
 FG0853.The geoid height was determined by GEOID03.
 FG0853
 FG0853.The dynamic height is computed by dividing the NAVD 88
 FG0853.geopotential number by the normal gravity value computed on the
 FG0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0853.degrees latitude (g = 980.6199 gals.).
 FG0853
 FG0853.The modeled gravity was interpolated from observed gravity values.
 FG0853
 FG0853;                    North         East    Units  Estimated Accuracy
 FG0853;SPC AR N     -   146,070.      269,390.      MT  (+/- 180 meters Scaled)
 FG0853
 FG0853                          SUPERSEDED SURVEY CONTROL
 FG0853
 FG0853  NGVD 29 (??/??/92)  595.450  (m)         1953.57   (f) ADJ UNCH    2 0
 FG0853
 FG0853.Superseded values are not recommended for survey control.
 FG0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0853.See file dsdata.txt to determine how the superseded data were derived.
 FG0853
 FG0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV599442(NAD 83)
 FG0853_MARKER: DB = BENCH MARK DISK
 FG0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0853_STAMPING: 1953.572 TT 34 TX 1931
 FG0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0853+STABILITY: SURFACE MOTION
 FG0853
 FG0853  HISTORY     - Date     Condition        Report By
 FG0853  HISTORY     - 1931     MONUMENTED       CGS
 FG0853  HISTORY     - 1961     GOOD             NGS
 FG0853
 FG0853                          STATION DESCRIPTION
 FG0853
 FG0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0853'IN OZONE.
 FG0853'AT THE NORTH EDGE OF OZONE, JOHNSON COUNTY, ON STATE HIGHWAY 21, AT
 FG0853'THE NORTHEAST CORNER OF CEDAR PARK CAMP GROUNDS, 85.6 FEET NORTH OF
 FG0853'THE NORTHEAST CORNER OF THE CAMP STORE, 29.9 FEET WEST OF THE
 FG0853'CENTERLINE OF THE HIGHWAY, 27.4 FEET SOUTH OF THE CENTERLINE OF THE
 FG0853'ROAD TO LOW GAP, 10.4 FEET EAST OF THE EAST SIDE OF THE FIRST CABIN,
 FG0853'8.1 FEET NORTHEAST OF A 14-INCH PINE TREE, AND 4.5 FEET WEST OF A
 FG0853'BOARD FENCE PARALLELING THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FG0853'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0849 ***********************************************************************
 FG0849  DESIGNATION -  TT 35
 FG0849  PID         -  FG0849
 FG0849  STATE/COUNTY-  AR/JOHNSON
 FG0849  USGS QUAD   -  OZONE (1980)
 FG0849
 FG0849                         *CURRENT SURVEY CONTROL
 FG0849  ___________________________________________________________________
 FG0849* NAD 83(1986)-  35 40 40.     (N)    093 26 29.     (W)     SCALED    
 FG0849* NAVD 88     -       522.482  (meters)    1714.18   (feet)  ADJUSTED  
 FG0849  ___________________________________________________________________
 FG0849  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG0849  DYNAMIC HT  -         521.976 (meters)    1712.52  (feet)  COMP
 FG0849  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 FG0849
 FG0849  VERT ORDER  -  SECOND    CLASS 0
 FG0849
 FG0849.The horizontal coordinates were scaled from a topographic map and have
 FG0849.an estimated accuracy of +/- 6 seconds.
 FG0849
 FG0849.The orthometric height was determined by differential leveling
 FG0849.and adjusted by the National Geodetic Survey in June 1991..
 FG0849
 FG0849.The geoid height was determined by GEOID03.
 FG0849
 FG0849.The dynamic height is computed by dividing the NAVD 88
 FG0849.geopotential number by the normal gravity value computed on the
 FG0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0849.degrees latitude (g = 980.6199 gals.).
 FG0849
 FG0849.The modeled gravity was interpolated from observed gravity values.
 FG0849
 FG0849;                    North         East    Units  Estimated Accuracy
 FG0849;SPC AR N     -   150,110.      269,530.      MT  (+/- 180 meters Scaled)
 FG0849
 FG0849                          SUPERSEDED SURVEY CONTROL
 FG0849
 FG0849  NGVD 29 (??/??/92)  522.440  (m)         1714.04   (f) ADJ UNCH    2 0
 FG0849
 FG0849.Superseded values are not recommended for survey control.
 FG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0849.See file dsdata.txt to determine how the superseded data were derived.
 FG0849
 FG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV600483(NAD 83)
 FG0849_MARKER: DD = SURVEY DISK
 FG0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0849+STABILITY: SURFACE MOTION
 FG0849
 FG0849  HISTORY     - Date     Condition        Report By
 FG0849  HISTORY     - UNK      MONUMENTED       USGS
 FG0849  HISTORY     - 1932     GOOD             NGS
 FG0849
 FG0849                          STATION DESCRIPTION
 FG0849
 FG0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0849'3.5 MI N FROM OZONE.
 FG0849'LOCATED ON HIGHWAY NO. 21, 65 FEET NORTH AND 10 FEET WEST OF THE STONE
 FG0849'MARKING SOUTH ONE-EIGHT CORNER OF SEC. 21, T 12 N, R 23 W, 400 FEET
 FG0849'SOUTH OF HOME OF J.M. WARREN, 35 FEET SOUTH OF THE CENTERLINE OF
 FG0849'HIGHWAY NO. 21 AND AT A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1576 ***********************************************************************
 DL1576  DESIGNATION -  TT 35 KW
 DL1576  PID         -  DL1576
 DL1576  STATE/COUNTY-  AR/MILLER
 DL1576  USGS QUAD   -  HOMAN (1975)
 DL1576
 DL1576                         *CURRENT SURVEY CONTROL
 DL1576  ___________________________________________________________________
 DL1576* NAD 83(1997)-  33 32 34.40671(N)    093 53 13.22259(W)     ADJUSTED  
 DL1576* NAVD 88     -        81.84   (+/-2cm)     268.5    (feet)  VERTCON   
 DL1576  ___________________________________________________________________
 DL1576  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DL1576  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL1576
 DL1576  HORZ ORDER  -  SECOND
 DL1576  VERT ORDER  -  THIRD ? (See Below)
 DL1576
 DL1576.The horizontal coordinates were established by classical geodetic methods
 DL1576.and adjusted by the National Geodetic Survey in September 1999..
 DL1576
 DL1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1576.The vertical order pertains to the NGVD 29 superseded value.
 DL1576
 DL1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1576
 DL1576.The geoid height was determined by GEOID03.
 DL1576
 DL1576;                    North         East     Units Scale Factor Converg.
 DL1576;SPC AR S     -   498,799.660   224,758.908   MT  0.99995502   -1 03 22.1
 DL1576;SPC AR S     - 1,636,478.55    737,396.52   sFT  0.99995502   -1 03 22.1
 DL1576;UTM  15      - 3,711,826.735   417,649.453   MT  0.99968361   -0 29 24.5
 DL1576
 DL1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1576!SPC AR S     -   0.99999139  x   0.99995502  =   0.99994641
 DL1576!UTM  15      -   0.99999139  x   0.99968361  =   0.99967500
 DL1576
 DL1576                          SUPERSEDED SURVEY CONTROL
 DL1576
 DL1576  NAD 83(1997)-  33 32 34.41185(N)    093 53 13.21856(W) AD(       ) 2
 DL1576  NAD 83(1997)-  33 32 34.41253(N)    093 53 13.21674(W) AD(       ) 2
 DL1576  NAD 83(1986)-  33 32 34.41438(N)    093 53 13.21153(W) AD(       ) 2
 DL1576  NAD 27      -  33 32 33.96900(N)    093 53 12.54900(W) AD(       ) 2
 DL1576  NGVD 29 (07/19/86)   81.86   (m)          268.6    (f) LEVELING    3  
 DL1576
 DL1576.Superseded values are not recommended for survey control.
 DL1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1576.See file dsdata.txt to determine how the superseded data were derived.
 DL1576
 DL1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1764911827(NAD 83)
 DL1576_MARKER: DB = BENCH MARK DISK
 DL1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1576+STABILITY: SURFACE MOTION
 DL1576
 DL1576  HISTORY     - Date     Condition        Report By
 DL1576  HISTORY     - 1951     MONUMENTED       USGS
 DL1576
 DL1576                          STATION DESCRIPTION
 DL1576
 DL1576'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 DL1576'SEE STATION HOMAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0850 ***********************************************************************
 FG0850  DESIGNATION -  TT 35 RESET
 FG0850  PID         -  FG0850
 FG0850  STATE/COUNTY-  AR/JOHNSON
 FG0850  USGS QUAD   -  OZONE (1980)
 FG0850
 FG0850                         *CURRENT SURVEY CONTROL
 FG0850  ___________________________________________________________________
 FG0850* NAD 83(1986)-  35 40 40.     (N)    093 26 29.     (W)     SCALED    
 FG0850* NAVD 88     -       521.99   (meters)    1712.6    (feet)  RESET     
 FG0850  ___________________________________________________________________
 FG0850  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG0850
 FG0850  VERT ORDER  -  THIRD
 FG0850
 FG0850.The horizontal coordinates were scaled from a topographic map and have
 FG0850.an estimated accuracy of +/- 6 seconds.
 FG0850
 FG0850.The orthometric height was computed from unverified reset data.
 FG0850
 FG0850.The geoid height was determined by GEOID03.
 FG0850
 FG0850;                    North         East    Units  Estimated Accuracy
 FG0850;SPC AR N     -   150,110.      269,530.      MT  (+/- 180 meters Scaled)
 FG0850
 FG0850                          SUPERSEDED SURVEY CONTROL
 FG0850
 FG0850.No superseded survey control is available for this station.
 FG0850
 FG0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV600483(NAD 83)
 FG0850_MARKER: DB = BENCH MARK DISK
 FG0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0850_STAMPING: TT 35 USGS RESET 1961
 FG0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0850+STABILITY: SURFACE MOTION
 FG0850
 FG0850  HISTORY     - Date     Condition        Report By
 FG0850  HISTORY     - 1961     MONUMENTED       CGS
 FG0850
 FG0850                          STATION DESCRIPTION
 FG0850
 FG0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FG0850'3.35 MI N FROM OZONE.
 FG0850'THIS MARK IS LOCATED 3.35 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE
 FG0850'POST OFFICE AT OZONE, 51 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FG0850'HIGHWAY, 20 FEET NORTHEAST OF THE CENTERLINE OF A LANE LEADING
 FG0850'SOUTHEAST TO A HOUSE OCCUPIED BY ANNA TERRELL AND 2 FEET SOUTHWEST OF
 FG0850'LANE FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 FG0850'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0847 ***********************************************************************
 FG0847  DESIGNATION -  TT 36
 FG0847  PID         -  FG0847
 FG0847  STATE/COUNTY-  AR/JOHNSON
 FG0847  USGS QUAD   -  OZONE (1980)
 FG0847
 FG0847                         *CURRENT SURVEY CONTROL
 FG0847  ___________________________________________________________________
 FG0847* NAD 83(1986)-  35 42 52.     (N)    093 24 51.     (W)     SCALED    
 FG0847* NAVD 88     -       580.884  (meters)    1905.78   (feet)  ADJUSTED  
 FG0847  ___________________________________________________________________
 FG0847  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FG0847  DYNAMIC HT  -         580.319 (meters)    1903.93  (feet)  COMP
 FG0847  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 FG0847
 FG0847  VERT ORDER  -  SECOND    CLASS 0
 FG0847
 FG0847.The horizontal coordinates were scaled from a topographic map and have
 FG0847.an estimated accuracy of +/- 6 seconds.
 FG0847
 FG0847.The orthometric height was determined by differential leveling
 FG0847.and adjusted by the National Geodetic Survey in June 1991..
 FG0847
 FG0847.The geoid height was determined by GEOID03.
 FG0847
 FG0847.The dynamic height is computed by dividing the NAVD 88
 FG0847.geopotential number by the normal gravity value computed on the
 FG0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0847.degrees latitude (g = 980.6199 gals.).
 FG0847
 FG0847.The modeled gravity was interpolated from observed gravity values.
 FG0847
 FG0847;                    North         East    Units  Estimated Accuracy
 FG0847;SPC AR N     -   154,140.      272,050.      MT  (+/- 180 meters Scaled)
 FG0847
 FG0847                          SUPERSEDED SURVEY CONTROL
 FG0847
 FG0847  NGVD 29 (??/??/92)  580.831  (m)         1905.61   (f) ADJ UNCH    2 0
 FG0847
 FG0847.Superseded values are not recommended for survey control.
 FG0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0847.See file dsdata.txt to determine how the superseded data were derived.
 FG0847
 FG0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV625523(NAD 83)
 FG0847_MARKER: DB = BENCH MARK DISK
 FG0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0847_STAMPING: 1905.610 1931 TT 36 TX
 FG0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0847+STABILITY: SURFACE MOTION
 FG0847
 FG0847  HISTORY     - Date     Condition        Report By
 FG0847  HISTORY     - 1931     MONUMENTED       CGS
 FG0847  HISTORY     - 1961     GOOD             NGS
 FG0847
 FG0847                          STATION DESCRIPTION
 FG0847
 FG0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0847'1.2 MI S FROM SALUS.
 FG0847'1.2 MILES SOUTH ALONG STATE HIGHWAY 21 FROM SALUS, JOHNSON COUNTY, AT
 FG0847'THE JUNCTION OF THE ROAD LEADING EAST TO ROSETTA, 39.4 FEET WEST OF A
 FG0847'CORRUGATED PIPE CULVERT, 24 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY
 FG0847'TO THE DOT WARREN FARM, 23 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FG0847'AND 1.5 FEET EAST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 FG0847'STANDARD DISK, STAMPED 1905.610 TT 36 TX 1931 AND SET IN THE TOP OF A
 FG0847'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0732 ***********************************************************************
 DL0732  DESIGNATION -  TT 36 JCL
 DL0732  PID         -  DL0732
 DL0732  STATE/COUNTY-  AR/LAFAYETTE
 DL0732  USGS QUAD   -  DODDRIDGE SE (1975)
 DL0732
 DL0732                         *CURRENT SURVEY CONTROL
 DL0732  ___________________________________________________________________
 DL0732* NAD 83(1997)-  33 07 23.32819(N)    093 47 05.07886(W)     ADJUSTED  
 DL0732* NAVD 88     -        63.014  (meters)     206.74   (feet)  ADJUSTED  
 DL0732  ___________________________________________________________________
 DL0732  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DL0732  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DL0732  DYNAMIC HT  -          62.945 (meters)     206.51  (feet)  COMP
 DL0732  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 DL0732
 DL0732  HORZ ORDER  -  SECOND
 DL0732  VERT ORDER  -  FIRST     CLASS II
 DL0732
 DL0732.The horizontal coordinates were established by classical geodetic methods
 DL0732.and adjusted by the National Geodetic Survey in September 1999..
 DL0732
 DL0732.The orthometric height was determined by differential leveling
 DL0732.and adjusted by the National Geodetic Survey in June 1991..
 DL0732
 DL0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0732
 DL0732.The geoid height was determined by GEOID03.
 DL0732
 DL0732.The dynamic height is computed by dividing the NAVD 88
 DL0732.geopotential number by the normal gravity value computed on the
 DL0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0732.degrees latitude (g = 980.6199 gals.).
 DL0732
 DL0732.The modeled gravity was interpolated from observed gravity values.
 DL0732
 DL0732;                    North         East     Units Scale Factor Converg.
 DL0732;SPC AR S     -   452,082.674   233,443.138   MT  1.00004391   -0 59 56.1
 DL0732;SPC AR S     - 1,483,207.91    765,888.03   sFT  1.00004391   -0 59 56.1
 DL0732;SPC LA N     -   291,575.692   880,090.103   MT  1.00013600   -0 40 45.3
 DL0732;SPC LA N     -   956,611.25  2,887,428.95   sFT  1.00013600   -0 40 45.3
 DL0732;UTM  15      - 3,665,213.094   426,793.552   MT  0.99966608   -0 25 43.8
 DL0732
 DL0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0732!SPC AR S     -   0.99999427  x   1.00004391  =   1.00003818
 DL0732!SPC LA N     -   0.99999427  x   1.00013600  =   1.00013027
 DL0732!UTM  15      -   0.99999427  x   0.99966608  =   0.99966035
 DL0732
 DL0732                          SUPERSEDED SURVEY CONTROL
 DL0732
 DL0732  NAD 83(1997)-  33 07 23.33759(N)    093 47 05.07154(W) AD(       ) 2
 DL0732  NAD 83(1997)-  33 07 23.33717(N)    093 47 05.06951(W) AD(       ) 2
 DL0732  NAD 83(1986)-  33 07 23.33820(N)    093 47 05.06895(W) AD(       ) 2
 DL0732  NAD 27      -  33 07 22.86600(N)    093 47 04.43200(W) AD(       ) 2
 DL0732  NGVD 29 (??/??/92)   63.079  (m)          206.95   (f) ADJ UNCH    1 2
 DL0732
 DL0732.Superseded values are not recommended for survey control.
 DL0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0732.See file dsdata.txt to determine how the superseded data were derived.
 DL0732
 DL0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2679465213(NAD 83)
 DL0732_MARKER: DD = SURVEY DISK
 DL0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0732_STAMPING: TT 36 JCL 1949
 DL0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0732+STABILITY: SURFACE MOTION
 DL0732
 DL0732  HISTORY     - Date     Condition        Report By
 DL0732  HISTORY     - 1950     MONUMENTED       USGS
 DL0732  HISTORY     - 1960     GOOD             NGS
 DL0732  HISTORY     - 1963     GOOD             NGS
 DL0732
 DL0732                          STATION DESCRIPTION
 DL0732
 DL0732'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 DL0732'SEE STATION FLAT
 DL0732
 DL0732                          STATION RECOVERY (1960)
 DL0732
 DL0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0732'10.1 MI W FROM BRADLEY.
 DL0732'ABOUT 10.1 MILES WEST ALONG STATE HIGHWAY 160 FROM ST. LOUIS
 DL0732'SOUTHWESTERN RAILWAY STATION AT BRADLEY, AT AN OLD FRAME CHURCH AND AT
 DL0732'A CURVE IN THE HIGHWAY, 78 FEET NORTHWEST OF THE CENTER LINE OF THE
 DL0732'HIGHWAY, 127 FEET EAST-NORTHEAST OF SOUTHEAST CORNER OF THE CHURCH,
 DL0732'16.4 FEET NORTH-NORTHWEST OF TRIANGULATION STATION FLAT 1950, 5 FEET
 DL0732'SOUTHWEST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 DL0732'ABOUT 2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 DL0732'PROJECTING 4 INCHES.  NOTE-- THE OLD FRAME CHURCH HAS BEEN REMOVED.
 DL0732
 DL0732                          STATION RECOVERY (1963)
 DL0732
 DL0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1195 ***********************************************************************
 DM1195  DESIGNATION -  TT 37 KW
 DM1195  PID         -  DM1195
 DM1195  STATE/COUNTY-  AR/MILLER
 DM1195  USGS QUAD   -  TEXARKANA (1975)
 DM1195
 DM1195                         *CURRENT SURVEY CONTROL
 DM1195  ___________________________________________________________________
 DM1195* NAD 83(1997)-  33 28 19.80250(N)    094 02 34.58513(W)     ADJUSTED  
 DM1195* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 DM1195  ___________________________________________________________________
 DM1195  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DM1195  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM1195
 DM1195  HORZ ORDER  -  SECOND
 DM1195
 DM1195.The horizontal coordinates were established by classical geodetic methods
 DM1195.and adjusted by the National Geodetic Survey in September 1999..
 DM1195
 DM1195.The orthometric height was scaled from a topographic map.
 DM1195
 DM1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1195
 DM1195.The geoid height was determined by GEOID03.
 DM1195
 DM1195;                    North         East     Units Scale Factor Converg.
 DM1195;SPC AR S     -   491,235.312   210,123.066   MT  0.99996629   -1 08 36.3
 DM1195;SPC AR S     - 1,611,661.19    689,378.76   sFT  0.99996629   -1 08 36.3
 DM1195;SPC TXNC     - 2,209,000.403 1,014,127.905   MT  0.99989947   +2 25 51.1
 DM1195;SPC TXNC     - 7,247,362.16  3,327,184.63   sFT  0.99989947   +2 25 51.1
 DM1195;UTM  15      - 3,704,119.926   403,092.994   MT  0.99971578   -0 34 30.9
 DM1195
 DM1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1195!SPC AR S     -   0.99998586  x   0.99996629  =   0.99995215
 DM1195!SPC TXNC     -   0.99998586  x   0.99989947  =   0.99988533
 DM1195!UTM  15      -   0.99998586  x   0.99971578  =   0.99970164
 DM1195
 DM1195|---------------------------------------------------------------------|
 DM1195| PID    Reference Object                     Distance      Geod. Az  |
 DM1195|                                                           dddmmss.s |
 DM1195| DM1203 TT 37 KW 2                           77.264 METERS 03535     |
 DM1195| CX7291 TT 37 KW RM 1                        21.662 METERS 08428     |
 DM1195| DM1201 TEXARKANA BEECH ST BAP CH DOME      APPROX. 4.9 KM 1735004.0 |
 DM1195| DM1198 TEXARKANA SW GAS AND ELEC STK       APPROX. 6.0 KM 1791627.5 |
 DM1195| CX7290 TT 37 KW AZ MK                                     1823735.8 |
 DM1195| DM1202 TEXARKANA FED COMP AND WHSE TK      APPROX. 6.3 KM 1882426.3 |
 DM1195| CX7292 TT 37 KW RM 2                        22.058 METERS 34725     |
 DM1195|---------------------------------------------------------------------|
 DM1195
 DM1195                          SUPERSEDED SURVEY CONTROL
 DM1195
 DM1195  NAD 83(1997)-  33 28 19.80766(N)    094 02 34.58109(W) AD(       ) 2
 DM1195  NAD 83(1997)-  33 28 19.80783(N)    094 02 34.57912(W) AD(       ) 2
 DM1195  NAD 83(1986)-  33 28 19.80959(N)    094 02 34.57293(W) AD(       ) 2
 DM1195  NAD 27      -  33 28 19.36200(N)    094 02 33.89000(W) AD(       ) 2
 DM1195
 DM1195.Superseded values are not recommended for survey control.
 DM1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1195.See file dsdata.txt to determine how the superseded data were derived.
 DM1195
 DM1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0309304120(NAD 83)
 DM1195_MARKER: DB = BENCH MARK DISK
 DM1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1195
 DM1195  HISTORY     - Date     Condition        Report By
 DM1195  HISTORY     - 1951     MONUMENTED       CGS
 DM1195  HISTORY     - 1962     SEE DESCRIPTION  CGS
 DM1195  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1195
 DM1195                          STATION DESCRIPTION
 DM1195
 DM1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1195'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF TEXARKANA,
 DM1195'ON LAND OWNED BY MR. ED. MITCHELL, 52 FEET EAST OF THE CENTER
 DM1195'OF U.S. HIGHWAY NO. 71, 16 FEET EAST OF A WIRE FENCE, AND 15 FEET
 DM1195'EAST OF A WITNESS POST.
 DM1195'
 DM1195'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 DM1195'71 AND 82 (ONE BLOCK NORTH OF THE POST OFFICE IN TEXARKANA)
 DM1195'GO NORTH ON NO. 71 FOR 2.75 MILES TO THE AZIMUTH MARK ON THE
 DM1195'LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE TO AN IRON
 DM1195'GATE ON THE RIGHT.  THEN THROUGH THE GATE, CONTINUE NORTH
 DM1195'ALONG THE EAST SIDE OF A WIRE FENCE FOR ABOUT 150 FEET TO
 DM1195'THE STATION AS DESCRIBED.
 DM1195'
 DM1195'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 DM1195'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 DM1195'PROJECTS 1 INCH.  THE DISK IS STAMPED TT 37 KW 1949.
 DM1195'
 DM1195'REFERENCE MARK NO. 1 IS 88 FEET EAST OF THE WIRE FENCE.  IT
 DM1195'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED TT 37
 DM1195'KW USGS NO 1 1951.
 DM1195'
 DM1195'REFERENCE MARK NO. 2 IS 55 FEET EAST OF THE CENTER OF U.S.
 DM1195'HIGHWAY NO. 71, AND 3 FEET EAST OF A TELEPHONE POLE.  IT
 DM1195'PROJECTS 4 INCHES, AND THE DISK IS STAMPED TT 37 KW USGS NO
 DM1195'2 1951.
 DM1195'
 DM1195'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 DM1195'NO. 71, 23 FEET NORTH OF THE CENTER OF A DRIVEWAY (GRAVELED),
 DM1195'AND 11 FEET NORTH OF A FENCE CORNER.  IT PROJECTS 6 INCHES,
 DM1195'AND THE DISK IS STAMPED TT 37 KW USGS 1951.
 DM1195'
 DM1195'THE AZIMUTH MARK AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 DM1195'THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DM1195'
 DM1195'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1195
 DM1195                          STATION RECOVERY (1962)
 DM1195
 DM1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DM1195'A REQUEST WAS RECEIVED TO MOVE ALL OF THE MARKS AT THIS STATION
 DM1195'AS THEY WERE IN THE WAY OF CONSTRUCTION OF AN INTERCHANGE AT
 DM1195'INTERSTATE 30 AND U.S. HIGHWAY 71.
 DM1195'
 DM1195'UPON RECOVERY IT WAS FOUND THAT THE STATION MARK HAD BEEN
 DM1195'HIT BY MACHINERY AND THE DISK HAD BEEN KNOCKED OUT OF THE
 DM1195'CONCRETE POST.  AN ATTEMPT WAS MADE TO REESTABLISH THE POSITION
 DM1195'OF THE STATION BY MEASURING FROM THE REFERENCE MARKS BUT IT COULD
 DM1195'NOT BE DETERMINED EXACTLY AS THERE WERE NO DEFINITE POINTS
 DM1195'MARKED ON THE REFERENCE MARK ARROWS, FROM WHICH TO MEASURE.
 DM1195'PART OF THE HOLE WAS VISABLE IN THE TOP OF THE CONCRETE POST
 DM1195'BUT IT DID NOT COINCIDE WITH THE MEASUREMENTS FROM THE
 DM1195'REFERENCE MARKS.
 DM1195'
 DM1195'NO PLACE WAS FOUND WHERE STATION COULD BE MOVED AND STILL OBSERVE
 DM1195'THE LINE FROM THE NEW LOCATION TO THE AZIMUTH MARK.  DUE TO
 DM1195'THE ABOVE CONDITION AND THE FACT THAT THE STATION POSITION WAS
 DM1195'DOUBTFUL, ONLY THE STATION MARK WAS MOVED.  (SEE DESCRIPTION FOR
 DM1195'TT 37 KW 2 U.S.G.S. 1962).  SINCE THE STATION WAS A U.S.
 DM1195'GEOLOGICAL SURVEY TRANSIT TRAVERSE STATION AND VERTICAL ANGLE
 DM1195'BENCH MARK IT WAS THOUGHT THAT THE ACCURACY WOULD BE
 DM1195'SUFFICIENT FOR THEIR USE.
 DM1195'
 DM1195'ALL MARKS AT THIS STATION WERE DESTROYED.
 DM1195
 DM1195                          STATION RECOVERY (1997)
 DM1195
 DM1195'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1203 ***********************************************************************
 DM1203  DESIGNATION -  TT 37 KW 2
 DM1203  PID         -  DM1203
 DM1203  STATE/COUNTY-  AR/MILLER
 DM1203  USGS QUAD   -  TEXARKANA (1975)
 DM1203
 DM1203                         *CURRENT SURVEY CONTROL
 DM1203  ___________________________________________________________________
 DM1203* NAD 83(1997)-  33 28 21.84188(N)    094 02 32.84360(W)     ADJUSTED  
 DM1203* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 DM1203  ___________________________________________________________________
 DM1203  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DM1203  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM1203
 DM1203  HORZ ORDER  -  THIRD
 DM1203
 DM1203.The horizontal coordinates were established by classical geodetic methods
 DM1203.and adjusted by the National Geodetic Survey in September 1999..
 DM1203.No horizontal observational check was made to the station.
 DM1203
 DM1203.The orthometric height was scaled from a topographic map.
 DM1203
 DM1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1203
 DM1203.The geoid height was determined by GEOID03.
 DM1203
 DM1203;                    North         East     Units Scale Factor Converg.
 DM1203;SPC AR S     -   491,297.232   210,169.275   MT  0.99996619   -1 08 35.3
 DM1203;SPC AR S     - 1,611,864.34    689,530.36   sFT  0.99996619   -1 08 35.3
 DM1203;SPC TXNC     - 2,209,065.079 1,014,170.161   MT  0.99989955   +2 25 52.0
 DM1203;SPC TXNC     - 7,247,574.35  3,327,323.27   sFT  0.99989955   +2 25 52.0
 DM1203;UTM  15      - 3,704,182.285   403,138.576   MT  0.99971567   -0 34 30.0
 DM1203
 DM1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1203!SPC AR S     -   0.99998617  x   0.99996619  =   0.99995236
 DM1203!SPC TXNC     -   0.99998617  x   0.99989955  =   0.99988572
 DM1203!UTM  15      -   0.99998617  x   0.99971567  =   0.99970184
 DM1203
 DM1203                          SUPERSEDED SURVEY CONTROL
 DM1203
 DM1203  NAD 83(1997)-  33 28 21.84704(N)    094 02 32.83956(W) AD(       ) 3
 DM1203  NAD 83(1997)-  33 28 21.84722(N)    094 02 32.83759(W) AD(       ) 3
 DM1203  NAD 83(1986)-  33 28 21.84896(N)    094 02 32.83141(W) AD(       ) 3
 DM1203  NAD 27      -  33 28 21.40100(N)    094 02 32.14800(W) AD(       ) 3
 DM1203
 DM1203.Superseded values are not recommended for survey control.
 DM1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1203.See file dsdata.txt to determine how the superseded data were derived.
 DM1203
 DM1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0313904182(NAD 83)
 DM1203_MARKER: DS = TRIANGULATION STATION DISK
 DM1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1203+STABILITY: SURFACE MOTION
 DM1203
 DM1203  HISTORY     - Date     Condition        Report By
 DM1203  HISTORY     - 1962     MONUMENTED       CGS
 DM1203  HISTORY     - 1967     GOOD             BGAS
 DM1203  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1203
 DM1203                          STATION DESCRIPTION
 DM1203
 DM1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DM1203'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF TEXARCANA
 DM1203'AND IS NEAR THE NORTH EDGE OF AN INTERCHANGE AT THE JUNCTION
 DM1203'OF INTERSTATE 30 AND U.S. HIGHWAY 71.
 DM1203'
 DM1203'THE ORIGINAL STATION MARK DISK HAD BEEN KNOCKED OUT SO THIS
 DM1203'STATION WAS ESTABLISHED AND ITS ELEVATION DETERMINED FROM
 DM1203'THE APPROXIMATE POSITION OF THE ORIGINAL STATION.
 DM1203'
 DM1203'THE STATION MARK IS ABOUT 914 FEET NORTH OF THE CENTER OF
 DM1203'INTERSTATE 30, 199 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 DM1203'71 AND 1 FOOT SOUTH OF A 4- BY 4-INCH WOODEN WITNESS POST.
 DM1203'IT IS A STANDARD TRIANGULATION STATION DISK, STAMPED TT
 DM1203'37 KW 2 U.S.G.S. 1962 AND SET IN THE TOP OF A ROUND CONCRETE
 DM1203'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 DM1203'
 DM1203'THE ELEVATION THAT WAS STAMPED ON THE ORIGINAL DISK WAS 383 FEET
 DM1203'SO THE COMPUTED ELEVATION OF THE NEW STATION IS 376.2 FEET.
 DM1203'
 DM1203'TO REACH THE STATION FROM TEXARCANA, FROM THE JUNCTION OF
 DM1203'U.S. HIGHWAYS 71 AND 82 (ONE BLOCK NORTH OF THE POST OFFICE),
 DM1203'GO NORTH ON U.S. 71 FOR ABOUT 3.0 MILES TO INTERCHANGE AT
 DM1203'INTERSTATE 30 AND STATION AT NORTH EDGE OF INTERCHANGE AS
 DM1203'DESCRIBED.
 DM1203
 DM1203                          STATION RECOVERY (1967)
 DM1203
 DM1203'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DM1203'TT 37 KW 2 (U.S.G.S.)-GOOD
 DM1203'
 DM1203'STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 DM1203'DIRECTIONS GIVEN FOR LOCATING STATION ARE ADEQUATE.
 DM1203
 DM1203                          STATION RECOVERY (1997)
 DM1203
 DM1203'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1452 ***********************************************************************
 EJ1452  DESIGNATION -  TT 39 H
 EJ1452  PID         -  EJ1452
 EJ1452  STATE/COUNTY-  AR/MONTGOMERY
 EJ1452  USGS QUAD   -  POLK CREEK MTN (1980)
 EJ1452
 EJ1452                         *CURRENT SURVEY CONTROL
 EJ1452  ___________________________________________________________________
 EJ1452* NAD 83(1986)-  34 27 15.     (N)    093 45 24.     (W)     SCALED    
 EJ1452* NAVD 88     -       242.505  (meters)     795.62   (feet)  ADJUSTED  
 EJ1452  ___________________________________________________________________
 EJ1452  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 EJ1452  DYNAMIC HT  -         242.257 (meters)     794.80  (feet)  COMP
 EJ1452  MODELED GRAV-     979,607.2   (mgal)                       NAVD 88
 EJ1452
 EJ1452  VERT ORDER  -  SECOND    CLASS 0
 EJ1452
 EJ1452.The horizontal coordinates were scaled from a topographic map and have
 EJ1452.an estimated accuracy of +/- 6 seconds.
 EJ1452
 EJ1452.The orthometric height was determined by differential leveling
 EJ1452.and adjusted by the National Geodetic Survey in June 1991..
 EJ1452
 EJ1452.The geoid height was determined by GEOID03.
 EJ1452
 EJ1452.The dynamic height is computed by dividing the NAVD 88
 EJ1452.geopotential number by the normal gravity value computed on the
 EJ1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1452.degrees latitude (g = 980.6199 gals.).
 EJ1452
 EJ1452.The modeled gravity was interpolated from observed gravity values.
 EJ1452
 EJ1452;                    North         East    Units  Estimated Accuracy
 EJ1452;SPC AR S     -   599,640.      238,600.      MT  (+/- 180 meters Scaled)
 EJ1452
 EJ1452                          SUPERSEDED SURVEY CONTROL
 EJ1452
 EJ1452  NGVD 29 (??/??/92)  242.46   (m)          795.5    (f) COMPUTED    2 0
 EJ1452
 EJ1452.Superseded values are not recommended for survey control.
 EJ1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1452.See file dsdata.txt to determine how the superseded data were derived.
 EJ1452
 EJ1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU304127(NAD 83)
 EJ1452_MARKER: DD = SURVEY DISK
 EJ1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1452_STAMPING: T.T.39 H.
 EJ1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1452+STABILITY: SURFACE MOTION
 EJ1452
 EJ1452  HISTORY     - Date     Condition        Report By
 EJ1452  HISTORY     - UNK      MONUMENTED       USGS
 EJ1452  HISTORY     - 1935     GOOD             NGS
 EJ1452  HISTORY     - 1961     GOOD             NGS
 EJ1452
 EJ1452                          STATION DESCRIPTION
 EJ1452
 EJ1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1452'5.7 MI W FROM NORMAN.
 EJ1452'5.7 MILES WEST OF, ALONG ST. HWY.8, FROM M. P. RY STATION.  ABOUT 3.1
 EJ1452'MILESWEST OF BLACK SPRINGS.  AT W. R. WATSONS FARMHOUSE.  25.5 FEET
 EJ1452'SOUTH OF HIGHWAY CENTERLINE.  16.5 FEET NORTHWEST OF NORTHWEST CORNER
 EJ1452'OF THE FARMHOUSE.  3 FEET SOUTH OF PROPERTY-LINE FENCE.  TABLET SET IN
 EJ1452'CONCRETE POST.  NOTE-- MARK IS ABOUT 160 FT S OF THE CENTERLINE OF THE
 EJ1452'PRESENT HIGHWAY AND IS ABOUT 12 FT LOWER THAN THE HIGHWAY.
 EJ1452
 EJ1452                          STATION RECOVERY (1961)
 EJ1452
 EJ1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0109 ***********************************************************************
 EJ0109  DESIGNATION -  TT 4
 EJ0109  PID         -  EJ0109
 EJ0109  STATE/COUNTY-  AR/PULASKI
 EJ0109  USGS QUAD   -  SWEET HOME (1986)
 EJ0109
 EJ0109                         *CURRENT SURVEY CONTROL
 EJ0109  ___________________________________________________________________
 EJ0109* NAD 83(1986)-  34 40 10.     (N)    092 14 04.     (W)     SCALED    
 EJ0109* NAVD 88     -        80.882  (meters)     265.36   (feet)  ADJUSTED  
 EJ0109  ___________________________________________________________________
 EJ0109  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EJ0109  DYNAMIC HT  -          80.806 (meters)     265.11  (feet)  COMP
 EJ0109  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 EJ0109
 EJ0109  VERT ORDER  -  FIRST     CLASS II
 EJ0109
 EJ0109.The horizontal coordinates were scaled from a topographic map and have
 EJ0109.an estimated accuracy of +/- 6 seconds.
 EJ0109
 EJ0109.The orthometric height was determined by differential leveling
 EJ0109.and adjusted by the National Geodetic Survey in June 1991..
 EJ0109
 EJ0109.The geoid height was determined by GEOID03.
 EJ0109
 EJ0109.The dynamic height is computed by dividing the NAVD 88
 EJ0109.geopotential number by the normal gravity value computed on the
 EJ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0109.degrees latitude (g = 980.6199 gals.).
 EJ0109
 EJ0109.The modeled gravity was interpolated from observed gravity values.
 EJ0109
 EJ0109;                    North         East    Units  Estimated Accuracy
 EJ0109;SPC AR S     -   622,160.      378,510.      MT  (+/- 180 meters Scaled)
 EJ0109
 EJ0109                          SUPERSEDED SURVEY CONTROL
 EJ0109
 EJ0109  NGVD 29 (??/??/92)   80.928  (m)          265.51   (f) ADJ UNCH    1 2
 EJ0109
 EJ0109.Superseded values are not recommended for survey control.
 EJ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0109.See file dsdata.txt to determine how the superseded data were derived.
 EJ0109
 EJ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU701366(NAD 83)
 EJ0109_MARKER: DD = SURVEY DISK
 EJ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0109_STAMPING: TT 4 1933
 EJ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0109+STABILITY: SURFACE MOTION
 EJ0109
 EJ0109  HISTORY     - Date     Condition        Report By
 EJ0109  HISTORY     - 1933     MONUMENTED       ARGS
 EJ0109  HISTORY     - 1940     GOOD             NGS
 EJ0109  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0109  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0109
 EJ0109                          STATION DESCRIPTION
 EJ0109
 EJ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0109'1.2 MI S FROM SWEET HOME.
 EJ0109'1.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 EJ0109'AT SWEET HOME, PULASKI COUNTY, 73 FEET SOUTHWEST OF POLE 352+32, 92.5
 EJ0109'FEET NORTH OF THE CROSSING OF U.S. HIGHWAY 65, 11 FEET WEST OF THE
 EJ0109'WEST RAIL OF THE TRACK, AND 3 FEET WEST OF A WHITE WOODEN WITNESS
 EJ0109'POST.  A STATE SURVEY STANDARD DISK, STAMPED TT 4 1933 AND SET IN THE
 EJ0109'TOP OF A CONCRETE POST.
 EJ0109
 EJ0109                          STATION RECOVERY (1960)
 EJ0109
 EJ0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0109'MARK NOT FOUND.
 EJ0109
 EJ0109                          STATION RECOVERY (1984)
 EJ0109
 EJ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0109'NOT RECOVERED, DITCH HAS BEEN DUG OUT, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0082 ***********************************************************************
 EK0082  DESIGNATION -  TT 4 B
 EK0082  PID         -  EK0082
 EK0082  STATE/COUNTY-  AR/POLK
 EK0082  USGS QUAD   -  BOARD CAMP (1975)
 EK0082
 EK0082                         *CURRENT SURVEY CONTROL
 EK0082  ___________________________________________________________________
 EK0082* NAD 83(1986)-  34 32 36.     (N)    094 01 47.     (W)     SCALED    
 EK0082* NAVD 88     -       280.635  (meters)     920.72   (feet)  ADJUSTED  
 EK0082  ___________________________________________________________________
 EK0082  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EK0082  DYNAMIC HT  -         280.340 (meters)     919.75  (feet)  COMP
 EK0082  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 EK0082
 EK0082  VERT ORDER  -  SECOND    CLASS 0
 EK0082
 EK0082.The horizontal coordinates were scaled from a topographic map and have
 EK0082.an estimated accuracy of +/- 6 seconds.
 EK0082
 EK0082.The orthometric height was determined by differential leveling
 EK0082.and adjusted by the National Geodetic Survey in June 1991..
 EK0082
 EK0082.The geoid height was determined by GEOID03.
 EK0082
 EK0082.The dynamic height is computed by dividing the NAVD 88
 EK0082.geopotential number by the normal gravity value computed on the
 EK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0082.degrees latitude (g = 980.6199 gals.).
 EK0082
 EK0082.The modeled gravity was interpolated from observed gravity values.
 EK0082
 EK0082;                    North         East    Units  Estimated Accuracy
 EK0082;SPC AR S     -   610,000.      213,710.      MT  (+/- 180 meters Scaled)
 EK0082
 EK0082                          SUPERSEDED SURVEY CONTROL
 EK0082
 EK0082  NGVD 29 (??/??/92)  280.56   (m)          920.5    (f) COMPUTED    2 0
 EK0082
 EK0082.Superseded values are not recommended for survey control.
 EK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0082.See file dsdata.txt to determine how the superseded data were derived.
 EK0082
 EK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU055228(NAD 83)
 EK0082_MARKER: DD = SURVEY DISK
 EK0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0082_STAMPING: TT 4 B 1933
 EK0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0082+STABILITY: SURFACE MOTION
 EK0082
 EK0082  HISTORY     - Date     Condition        Report By
 EK0082  HISTORY     - 1933     MONUMENTED       USGS
 EK0082  HISTORY     - 1935     GOOD             NGS
 EK0082  HISTORY     - 1961     GOOD             NGS
 EK0082
 EK0082                          STATION DESCRIPTION
 EK0082
 EK0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0082'2.3 MI W FROM OPAL.
 EK0082'2.3 MILE WEST OF, ALONG THE OPAL ROAD, FROM POST OFFICE.  AT
 EK0082'JUNCTION OF A ROAD NORTH TO CHERRY HILL, ABOUT 345 FEET EAST OF
 EK0082'MRS. HOLMANS FARM HOUSE, 76 FEET SOUTHEAST OF WEST FORK OF THE
 EK0082'Y, 42 FEET WEST OF A BLAZED PINE TREE 1.5 FT. IN DIAMETER, 23 FEET
 EK0082'SOUTH OF THE OPAL ROAD CENTER, 13.2 FEET SOUTH OF THE SOUTH END
 EK0082'OF A PIPE CULVERT 1.5 FT. IN DIAMETER.  TABLET SET IN TOP OF
 EK0082'PRECAST CONCRETE POST.
 EK0082
 EK0082                          STATION RECOVERY (1961)
 EK0082
 EK0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1525 ***********************************************************************
 DL1525  DESIGNATION -  TT 4 JCL
 DL1525  PID         -  DL1525
 DL1525  STATE/COUNTY-  AR/LAFAYETTE
 DL1525  USGS QUAD   -  CANFIELD (1975)
 DL1525
 DL1525                         *CURRENT SURVEY CONTROL
 DL1525  ___________________________________________________________________
 DL1525* NAD 83(1997)-  33 07 35.09844(N)    093 38 52.12326(W)     ADJUSTED  
 DL1525* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 DL1525  ___________________________________________________________________
 DL1525  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DL1525  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL1525
 DL1525  HORZ ORDER  -  SECOND
 DL1525
 DL1525.The horizontal coordinates were established by classical geodetic methods
 DL1525.and adjusted by the National Geodetic Survey in September 1999..
 DL1525
 DL1525.The orthometric height was scaled from a topographic map.
 DL1525
 DL1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1525
 DL1525.The geoid height was determined by GEOID03.
 DL1525
 DL1525;                    North         East     Units Scale Factor Converg.
 DL1525;SPC AR S     -   452,231.011   246,226.678   MT  1.00004301   -0 55 20.2
 DL1525;SPC AR S     - 1,483,694.58    807,828.69   sFT  1.00004301   -0 55 20.2
 DL1525;SPC LA N     -   291,794.894   892,873.816   MT  1.00013721   -0 36 24.7
 DL1525;SPC LA N     -   957,330.41  2,929,370.18   sFT  1.00013721   -0 36 24.7
 DL1525;UTM  15      - 3,665,488.300   439,570.026   MT  0.99964502   -0 21 14.5
 DL1525
 DL1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1525!SPC AR S     -   0.99999223  x   1.00004301  =   1.00003524
 DL1525!SPC LA N     -   0.99999223  x   1.00013721  =   1.00012944
 DL1525!UTM  15      -   0.99999223  x   0.99964502  =   0.99963725
 DL1525
 DL1525                          SUPERSEDED SURVEY CONTROL
 DL1525
 DL1525  NAD 83(1997)-  33 07 35.10795(N)    093 38 52.11301(W) AD(       ) 2
 DL1525  NAD 83(1986)-  33 07 35.10925(N)    093 38 52.11204(W) AD(       ) 2
 DL1525  NAD 27      -  33 07 34.63900(N)    093 38 51.47800(W) AD(       ) 2
 DL1525
 DL1525.Superseded values are not recommended for survey control.
 DL1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1525.See file dsdata.txt to determine how the superseded data were derived.
 DL1525
 DL1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3957065488(NAD 83)
 DL1525_MARKER: DB = BENCH MARK DISK
 DL1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1525_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1525+STABILITY: SURFACE MOTION
 DL1525
 DL1525  HISTORY     - Date     Condition        Report By
 DL1525  HISTORY     - 1950     MONUMENTED       USGS
 DL1525
 DL1525                          STATION DESCRIPTION
 DL1525
 DL1525'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 DL1525'SEE STATION BRADLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0161 ***********************************************************************
 DL0161  DESIGNATION -  TT 4 LS
 DL0161  PID         -  DL0161
 DL0161  STATE/COUNTY-  AR/BRADLEY
 DL0161  USGS QUAD   -  HERMITAGE (1985)
 DL0161
 DL0161                         *CURRENT SURVEY CONTROL
 DL0161  ___________________________________________________________________
 DL0161* NAD 83(1986)-  33 23 00.     (N)    092 09 03.     (W)     SCALED    
 DL0161* NAVD 88     -        48.139  (meters)     157.94   (feet)  ADJUSTED  
 DL0161  ___________________________________________________________________
 DL0161  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DL0161  DYNAMIC HT  -          48.088 (meters)     157.77  (feet)  COMP
 DL0161  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 DL0161
 DL0161  VERT ORDER  -  SECOND    CLASS 0
 DL0161
 DL0161.The horizontal coordinates were scaled from a topographic map and have
 DL0161.an estimated accuracy of +/- 6 seconds.
 DL0161
 DL0161.The orthometric height was determined by differential leveling
 DL0161.and adjusted by the National Geodetic Survey in June 1991..
 DL0161
 DL0161.The geoid height was determined by GEOID03.
 DL0161
 DL0161.The dynamic height is computed by dividing the NAVD 88
 DL0161.geopotential number by the normal gravity value computed on the
 DL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0161.degrees latitude (g = 980.6199 gals.).
 DL0161
 DL0161.The modeled gravity was interpolated from observed gravity values.
 DL0161
 DL0161;                    North         East    Units  Estimated Accuracy
 DL0161;SPC AR S     -   479,500.      385,970.      MT  (+/- 180 meters Scaled)
 DL0161
 DL0161                          SUPERSEDED SURVEY CONTROL
 DL0161
 DL0161  NGVD 29 (??/??/92)   48.213  (m)          158.18   (f) ADJ UNCH    2 0
 DL0161
 DL0161.Superseded values are not recommended for survey control.
 DL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0161.See file dsdata.txt to determine how the superseded data were derived.
 DL0161
 DL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS789941(NAD 83)
 DL0161_MARKER: DB = BENCH MARK DISK
 DL0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0161_STAMPING: TT 4 LS 1933
 DL0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0161+STABILITY: SURFACE MOTION
 DL0161
 DL0161  HISTORY     - Date     Condition        Report By
 DL0161  HISTORY     - 1933     MONUMENTED       USGS
 DL0161  HISTORY     - 1964     MARK NOT FOUND   NGS
 DL0161
 DL0161                          STATION DESCRIPTION
 DL0161
 DL0161'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 DL0161'IN INGALLS.
 DL0161'AT INGALLS, BRADLEY COUNTY, 40 YARDS SOUTH OF THE SOUTH CORNER OF THE
 DL0161'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 95.6 FEET SOUTHWEST
 DL0161'OF THE CENTERLINE OF THE TRACK, 35.9 FEET NORTHWEST OF THE CENTERLINE
 DL0161'OF A COUNTY ROAD, 14.4 FEET SOUTHWEST OF THE EAST CORNER OF A FENCE,
 DL0161'AND 1.1 FEET SOUTHEAST OF A FENCE PARALLELING THE ROAD. A U. S.
 DL0161'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 4 LS 1933 AND SET IN THE
 DL0161'TOP OF A CONCRETE POST.
 DL0161
 DL0161                          STATION RECOVERY (1964)
 DL0161
 DL0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0922 ***********************************************************************
 FG0922  DESIGNATION -  TT 40 TX
 FG0922  PID         -  FG0922
 FG0922  STATE/COUNTY-  AR/JOHNSON
 FG0922  USGS QUAD   -  HAGARVILLE (1980)
 FG0922
 FG0922                         *CURRENT SURVEY CONTROL
 FG0922  ___________________________________________________________________
 FG0922* NAD 83(1986)-  35 36 31.     (N)    093 17 24.     (W)     SCALED    
 FG0922* NAVD 88     -       220.201  (meters)     722.44   (feet)  ADJUSTED  
 FG0922  ___________________________________________________________________
 FG0922  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FG0922  DYNAMIC HT  -         219.995 (meters)     721.77  (feet)  COMP
 FG0922  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FG0922
 FG0922  VERT ORDER  -  SECOND    CLASS 0
 FG0922
 FG0922.The horizontal coordinates were scaled from a topographic map and have
 FG0922.an estimated accuracy of +/- 6 seconds.
 FG0922
 FG0922.The orthometric height was determined by differential leveling
 FG0922.and adjusted by the National Geodetic Survey in June 1991..
 FG0922
 FG0922.The geoid height was determined by GEOID03.
 FG0922
 FG0922.The dynamic height is computed by dividing the NAVD 88
 FG0922.geopotential number by the normal gravity value computed on the
 FG0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0922.degrees latitude (g = 980.6199 gals.).
 FG0922
 FG0922.The modeled gravity was interpolated from observed gravity values.
 FG0922
 FG0922;                    North         East    Units  Estimated Accuracy
 FG0922;SPC AR N     -   142,250.      283,130.      MT  (+/- 180 meters Scaled)
 FG0922
 FG0922                          SUPERSEDED SURVEY CONTROL
 FG0922
 FG0922  NGVD 29 (??/??/92)  220.156  (m)          722.30   (f) ADJ UNCH    2 0
 FG0922
 FG0922.Superseded values are not recommended for survey control.
 FG0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0922.See file dsdata.txt to determine how the superseded data were derived.
 FG0922
 FG0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV737405(NAD 83)
 FG0922_MARKER: DD = SURVEY DISK
 FG0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0922_STAMPING: TT 40 TX 1931 ELEV. 722 FT
 FG0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0922+STABILITY: SURFACE MOTION
 FG0922
 FG0922  HISTORY     - Date     Condition        Report By
 FG0922  HISTORY     - 1931     MONUMENTED       USGS
 FG0922  HISTORY     - 1935     GOOD             NGS
 FG0922
 FG0922                          STATION DESCRIPTION
 FG0922
 FG0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0922'7.9 MI S FROM FORT DOUGLAS.
 FG0922'LOCATED 7.9 MILES SOUTH OF FT. DOUGLAS, ALONG STATE HWY NO. 123, FROM
 FG0922'THE POST OFFICE, AT JUNCTION OF HWY NO. 123 AND CUTOFF TO HOLY CREEK
 FG0922'STAVE MILL.  ABOUT 0.4 MILE SOUTH OF OZARK NATIONAL FOREST BOUNDARY.
 FG0922'101.5 FT. NORTHWEST OF STONE CHIMNEY AT NORTH END OF M NICHOLS FARM
 FG0922'HOUSE.  100 FT SOUTH OF CENTERLINE OF CUTOFF TO HOLT CREEK STAVE MILL.
 FG0922'21.6 FT SOUTH OF NORTHWEST PICKET FENCE CORNER.  21 FT EAST OF
 FG0922'CENTERLINE OF HWY NO. 123.  3.4 FT. EAST OF PICKET FENCE.  3 FT. ABOVE
 FG0922'LEVEL OF HIGHWAY.  MARK IS BRONZE TABLET SET IN ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1906 ***********************************************************************
 EJ1906  DESIGNATION -  TT 45
 EJ1906  PID         -  EJ1906
 EJ1906  STATE/COUNTY-  AR/PERRY
 EJ1906  USGS QUAD   -  APLIN (1984)
 EJ1906
 EJ1906                         *CURRENT SURVEY CONTROL
 EJ1906  ___________________________________________________________________
 EJ1906* NAD 83(1997)-  34 58 48.32145(N)    092 57 03.03421(W)     ADJUSTED  
 EJ1906* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 EJ1906  ___________________________________________________________________
 EJ1906  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 EJ1906  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EJ1906
 EJ1906  HORZ ORDER  -  SECOND
 EJ1906
 EJ1906.The horizontal coordinates were established by classical geodetic methods
 EJ1906.and adjusted by the National Geodetic Survey in September 1999..
 EJ1906
 EJ1906.The orthometric height was scaled from a topographic map.
 EJ1906
 EJ1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1906
 EJ1906.The geoid height was determined by GEOID03.
 EJ1906
 EJ1906;                    North         East     Units Scale Factor Converg.
 EJ1906;SPC AR N     -    72,171.729   313,180.396   MT  0.99999114   -0 33 11.9
 EJ1906;SPC AR N     -   236,783.41  1,027,492.68   sFT  0.99999114   -0 33 11.9
 EJ1906;UTM  15      - 3,870,836.150   504,486.759   MT  0.99960025   +0 01 41.5
 EJ1906
 EJ1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1906!SPC AR N     -   0.99998612  x   0.99999114  =   0.99997726
 EJ1906!UTM  15      -   0.99998612  x   0.99960025  =   0.99958637
 EJ1906
 EJ1906                          SUPERSEDED SURVEY CONTROL
 EJ1906
 EJ1906  NAD 83(1986)-  34 58 48.33496(N)    092 57 03.02796(W) AD(       ) 2
 EJ1906  NAD 27      -  34 58 48.01600(N)    092 57 02.41100(W) AD(       ) 2
 EJ1906
 EJ1906.Superseded values are not recommended for survey control.
 EJ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1906.See file dsdata.txt to determine how the superseded data were derived.
 EJ1906
 EJ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0448770836(NAD 83)
 EJ1906_MARKER: DD = SURVEY DISK
 EJ1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1906+STABILITY: SURFACE MOTION
 EJ1906
 EJ1906  HISTORY     - Date     Condition        Report By
 EJ1906  HISTORY     - 1940     MONUMENTED       USFS
 EJ1906
 EJ1906                          STATION DESCRIPTION
 EJ1906
 EJ1906'DESCRIBED BY US FOREST SERVICE 1940
 EJ1906'FOREST SERVICE MARK IS A BRASS DISK SET IN A 3-INCH CIRCULAR
 EJ1906'CONCRETE POST, 22.0 FEET S OF THE CENTER LINE OF STATE HIGHWAY
 EJ1906'60, AND 1.5 FEET N OF FENCE.  IT PROJECTS ABOUT 6 INCHES
 EJ1906'ABOVE THE SURFACE OF THE GROUND, AND IS STAMPED T T 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1279 ***********************************************************************
 EJ1279  DESIGNATION -  TT 45 H
 EJ1279  PID         -  EJ1279
 EJ1279  STATE/COUNTY-  AR/MONTGOMERY
 EJ1279  USGS QUAD   -  BONNERDALE (1966)
 EJ1279
 EJ1279                         *CURRENT SURVEY CONTROL
 EJ1279  ___________________________________________________________________
 EJ1279* NAD 83(1986)-  34 28 26.     (N)    093 28 11.     (W)     SCALED    
 EJ1279* NAVD 88     -       228.092  (meters)     748.33   (feet)  ADJUSTED  
 EJ1279  ___________________________________________________________________
 EJ1279  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 EJ1279  DYNAMIC HT  -         227.862 (meters)     747.58  (feet)  COMP
 EJ1279  MODELED GRAV-     979,621.6   (mgal)                       NAVD 88
 EJ1279
 EJ1279  VERT ORDER  -  SECOND    CLASS 0
 EJ1279
 EJ1279.The horizontal coordinates were scaled from a topographic map and have
 EJ1279.an estimated accuracy of +/- 6 seconds.
 EJ1279
 EJ1279.The orthometric height was determined by differential leveling
 EJ1279.and adjusted by the National Geodetic Survey in June 1991..
 EJ1279
 EJ1279.The geoid height was determined by GEOID03.
 EJ1279
 EJ1279.The dynamic height is computed by dividing the NAVD 88
 EJ1279.geopotential number by the normal gravity value computed on the
 EJ1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1279.degrees latitude (g = 980.6199 gals.).
 EJ1279
 EJ1279.The modeled gravity was interpolated from observed gravity values.
 EJ1279
 EJ1279;                    North         East    Units  Estimated Accuracy
 EJ1279;SPC AR S     -   601,420.      264,990.      MT  (+/- 180 meters Scaled)
 EJ1279
 EJ1279                          SUPERSEDED SURVEY CONTROL
 EJ1279
 EJ1279  NGVD 29 (??/??/92)  228.059  (m)          748.22   (f) ADJ UNCH    2 0
 EJ1279
 EJ1279.Superseded values are not recommended for survey control.
 EJ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1279.See file dsdata.txt to determine how the superseded data were derived.
 EJ1279
 EJ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU568148(NAD 83)
 EJ1279_MARKER: DD = SURVEY DISK
 EJ1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1279_STAMPING: TT 45 H 1934
 EJ1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1279+STABILITY: SURFACE MOTION
 EJ1279
 EJ1279  HISTORY     - Date     Condition        Report By
 EJ1279  HISTORY     - 1934     MONUMENTED       USGS
 EJ1279  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1279
 EJ1279                          STATION DESCRIPTION
 EJ1279
 EJ1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1279'12.4 MI E FROM CADDO GAP.
 EJ1279'12.4 MILES EAST ALONG THE BUTTERMILK SPRINGS ROAD AND THE OLD
 EJ1279'DALLAS-HOT SPRINGS ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ1279'CADDO GAP, MONTGOMERY COUNTY, 400 FEET NORTH OF THE INTERSECTION OF
 EJ1279'THE OLD HOT SPRINGS-MOUNT IDA ROAD, 150 FEET NORTHEAST OF THE CENTER
 EJ1279'LINE OF THE ROAD, AT ALAMO SCHOOL, AND 19.3 FEET SOUTH OF THE
 EJ1279'SOUTHEAST CORNER OF THE BUILDING.  A UNITED STATES GEOLOGICAL SURVEY
 EJ1279'STANDARD DISK, STAMPED TT 45 H 1934 AND SET IN THE TOP OF A CONCRETE
 EJ1279'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1283 ***********************************************************************
 EJ1283  DESIGNATION -  TT 46 H
 EJ1283  PID         -  EJ1283
 EJ1283  STATE/COUNTY-  AR/MONTGOMERY
 EJ1283  USGS QUAD   -  BONNERDALE (1966)
 EJ1283
 EJ1283                         *CURRENT SURVEY CONTROL
 EJ1283  ___________________________________________________________________
 EJ1283* NAD 83(1986)-  34 26 40.     (N)    093 27 44.     (W)     SCALED    
 EJ1283* NAVD 88     -       242.918  (meters)     796.97   (feet)  ADJUSTED  
 EJ1283  ___________________________________________________________________
 EJ1283  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EJ1283  DYNAMIC HT  -         242.673 (meters)     796.17  (feet)  COMP
 EJ1283  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 EJ1283
 EJ1283  VERT ORDER  -  SECOND    CLASS 0
 EJ1283
 EJ1283.The horizontal coordinates were scaled from a topographic map and have
 EJ1283.an estimated accuracy of +/- 6 seconds.
 EJ1283
 EJ1283.The orthometric height was determined by differential leveling
 EJ1283.and adjusted by the National Geodetic Survey in June 1991..
 EJ1283
 EJ1283.The geoid height was determined by GEOID03.
 EJ1283
 EJ1283.The dynamic height is computed by dividing the NAVD 88
 EJ1283.geopotential number by the normal gravity value computed on the
 EJ1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1283.degrees latitude (g = 980.6199 gals.).
 EJ1283
 EJ1283.The modeled gravity was interpolated from observed gravity values.
 EJ1283
 EJ1283;                    North         East    Units  Estimated Accuracy
 EJ1283;SPC AR S     -   598,140.      265,630.      MT  (+/- 180 meters Scaled)
 EJ1283
 EJ1283                          SUPERSEDED SURVEY CONTROL
 EJ1283
 EJ1283  NGVD 29 (??/??/92)  242.886  (m)          796.87   (f) ADJ UNCH    2 0
 EJ1283
 EJ1283.Superseded values are not recommended for survey control.
 EJ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1283.See file dsdata.txt to determine how the superseded data were derived.
 EJ1283
 EJ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU575115(NAD 83)
 EJ1283_MARKER: DD = SURVEY DISK
 EJ1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1283_STAMPING: TT 46 H 1934
 EJ1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1283+STABILITY: SURFACE MOTION
 EJ1283
 EJ1283  HISTORY     - Date     Condition        Report By
 EJ1283  HISTORY     - 1934     MONUMENTED       USGS
 EJ1283  HISTORY     - 1961     GOOD             NGS
 EJ1283
 EJ1283                          STATION DESCRIPTION
 EJ1283
 EJ1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1283'9.8 MI NW FROM BONNERDALE.
 EJ1283'IN MONTGOMERY COUNTY, 9.8 MILES NORTHWEST ALONG THE MAZARN CREEK ROAD
 EJ1283'AND THE BONNERDALE-ALAMO SCHOOL ROAD FROM BONNERDALE, HOT SPRING
 EJ1283'COUNTY, AT THE EARL STROOPE FARMHOUSE, 45 FEET SOUTHWEST OF THE
 EJ1283'NORTHEAST CORNER OF THE YARD FENCE, 16.3 FEET NORTHEAST OF THE
 EJ1283'NORTHEAST CORNER OF THE HOUSE, AND 75 FEET WEST OF THE CENTER LINE OF
 EJ1283'THE ROAD LEADING TO GLENWOOD.  A UNITED STATES GEOLOGICAL SURVEY
 EJ1283'STANDARD DISK, STAMPED TT 46 H 1934 AND SET IN THE TOP OF A CONCRETE
 EJ1283'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1319 ***********************************************************************
 EJ1319  DESIGNATION -  TT 48 H
 EJ1319  PID         -  EJ1319
 EJ1319  STATE/COUNTY-  AR/MONTGOMERY
 EJ1319  USGS QUAD   -  AMITY (1966)
 EJ1319
 EJ1319                         *CURRENT SURVEY CONTROL
 EJ1319  ___________________________________________________________________
 EJ1319* NAD 83(1986)-  34 21 01.     (N)    093 28 58.     (W)     SCALED    
 EJ1319* NAVD 88     -       200.260  (meters)     657.02   (feet)  ADJUSTED  
 EJ1319  ___________________________________________________________________
 EJ1319  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EJ1319  DYNAMIC HT  -         200.057 (meters)     656.35  (feet)  COMP
 EJ1319  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 EJ1319
 EJ1319  VERT ORDER  -  SECOND    CLASS 0
 EJ1319
 EJ1319.The horizontal coordinates were scaled from a topographic map and have
 EJ1319.an estimated accuracy of +/- 6 seconds.
 EJ1319
 EJ1319.The orthometric height was determined by differential leveling
 EJ1319.and adjusted by the National Geodetic Survey in June 1991..
 EJ1319
 EJ1319.The geoid height was determined by GEOID03.
 EJ1319
 EJ1319.The dynamic height is computed by dividing the NAVD 88
 EJ1319.geopotential number by the normal gravity value computed on the
 EJ1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1319.degrees latitude (g = 980.6199 gals.).
 EJ1319
 EJ1319.The modeled gravity was interpolated from observed gravity values.
 EJ1319
 EJ1319;                    North         East    Units  Estimated Accuracy
 EJ1319;SPC AR S     -   587,720.      263,590.      MT  (+/- 180 meters Scaled)
 EJ1319
 EJ1319                          SUPERSEDED SURVEY CONTROL
 EJ1319
 EJ1319  NGVD 29 (??/??/92)  200.235  (m)          656.94   (f) ADJ UNCH    2 0
 EJ1319
 EJ1319.Superseded values are not recommended for survey control.
 EJ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1319.See file dsdata.txt to determine how the superseded data were derived.
 EJ1319
 EJ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU556011(NAD 83)
 EJ1319_MARKER: DB = BENCH MARK DISK
 EJ1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1319_STAMPING: T.T. 48 H 1934
 EJ1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1319+STABILITY: SURFACE MOTION
 EJ1319
 EJ1319  HISTORY     - Date     Condition        Report By
 EJ1319  HISTORY     - 1934     MONUMENTED       USGS
 EJ1319  HISTORY     - 1934     GOOD             NGS
 EJ1319  HISTORY     - 1962     GOOD             NGS
 EJ1319
 EJ1319                          STATION DESCRIPTION
 EJ1319
 EJ1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1319'4.8 MI NE FROM GLENWOOD.
 EJ1319'4.8 MILES NORTHEAST OF, ALONG U.S.HWY.70, FROM RY. STATION ABOUT 0.4
 EJ1319'MILE SOUTHWEST OF BULAH SCHOOL.  100 FEET NORTH OF NORTHWEST HEADWALL
 EJ1319'OF SMALL CONCRETE HIGHWAY CULVERT.  63 FEET SOUTHWEST OF SOUTH FENCE
 EJ1319'CORNER.  52.6 FEET NORTHWEST OF CENTERLINE OF U.S.HWY.70.  21 FEET
 EJ1319'WEST OF CENTERLINE OF ROAD LEADING NORTH.  TABLET SET IN PRECAST
 EJ1319'CONCRETE POST.
 EJ1319
 EJ1319                          STATION RECOVERY (1962)
 EJ1319
 EJ1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1336 ***********************************************************************
 EJ1336  DESIGNATION -  TT 49 H
 EJ1336  PID         -  EJ1336
 EJ1336  STATE/COUNTY-  AR/PIKE
 EJ1336  USGS QUAD   -  GLENWOOD (1979)
 EJ1336
 EJ1336                         *CURRENT SURVEY CONTROL
 EJ1336  ___________________________________________________________________
 EJ1336* NAD 83(1986)-  34 19 58.     (N)    093 31 16.     (W)     SCALED    
 EJ1336* NAVD 88     -       173.804  (meters)     570.22   (feet)  ADJUSTED  
 EJ1336  ___________________________________________________________________
 EJ1336  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EJ1336  DYNAMIC HT  -         173.627 (meters)     569.64  (feet)  COMP
 EJ1336  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 EJ1336
 EJ1336  VERT ORDER  -  SECOND    CLASS 0
 EJ1336
 EJ1336.The horizontal coordinates were scaled from a topographic map and have
 EJ1336.an estimated accuracy of +/- 6 seconds.
 EJ1336
 EJ1336.The orthometric height was determined by differential leveling
 EJ1336.and adjusted by the National Geodetic Survey in June 1991..
 EJ1336
 EJ1336.The geoid height was determined by GEOID03.
 EJ1336
 EJ1336.The dynamic height is computed by dividing the NAVD 88
 EJ1336.geopotential number by the normal gravity value computed on the
 EJ1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1336.degrees latitude (g = 980.6199 gals.).
 EJ1336
 EJ1336.The modeled gravity was interpolated from observed gravity values.
 EJ1336
 EJ1336;                    North         East    Units  Estimated Accuracy
 EJ1336;SPC AR S     -   585,830.      260,040.      MT  (+/- 180 meters Scaled)
 EJ1336
 EJ1336                          SUPERSEDED SURVEY CONTROL
 EJ1336
 EJ1336  NGVD 29 (??/??/92)  173.779  (m)          570.14   (f) ADJ UNCH    2 0
 EJ1336
 EJ1336.Superseded values are not recommended for survey control.
 EJ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1336.See file dsdata.txt to determine how the superseded data were derived.
 EJ1336
 EJ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT520991(NAD 83)
 EJ1336_MARKER: DB = BENCH MARK DISK
 EJ1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1336_STAMPING: TT 49 H
 EJ1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1336+STABILITY: SURFACE MOTION
 EJ1336
 EJ1336  HISTORY     - Date     Condition        Report By
 EJ1336  HISTORY     - UNK      MONUMENTED       USGS
 EJ1336  HISTORY     - 1934     GOOD             NGS
 EJ1336  HISTORY     - 1962     GOOD             NGS
 EJ1336  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ1336
 EJ1336                          STATION DESCRIPTION
 EJ1336
 EJ1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1336'2.0 MI E FROM GLENWOOD.
 EJ1336'2 MILES EAST OF, ALONG HWY. 70.  ABOUT 100 FEET SOUTHEAST OF
 EJ1336'INTERSECTION OF CROSS ROAD WITH HIGHWAY.  60 FEET SOUTH OF HIGHWAY
 EJ1336'CENTERLINE.  WITNESS TREE 12 FEET SOUTH BLAZED AND PAINTED U.S.B.M.
 EJ1336'ABOUT 6 FEET ABOVE HIGHWAY GRADE, ON TOP OF BANK.  NOTE-- MARK IS 18
 EJ1336'FT SE OF A GAS METER.
 EJ1336
 EJ1336                          STATION RECOVERY (1962)
 EJ1336
 EJ1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1336'RECOVERED IN GOOD CONDITION.
 EJ1336
 EJ1336                          STATION RECOVERY (1976)
 EJ1336
 EJ1336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EJ1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0782 ***********************************************************************
 DL0782  DESIGNATION -  TT 5
 DL0782  PID         -  DL0782
 DL0782  STATE/COUNTY-  AR/LAFAYETTE
 DL0782  USGS QUAD   -  CANFIELD (1975)
 DL0782
 DL0782                         *CURRENT SURVEY CONTROL
 DL0782  ___________________________________________________________________
 DL0782* NAD 83(1986)-  33 09 28.     (N)    093 38 19.     (W)     SCALED    
 DL0782* NAVD 88     -        79.765  (meters)     261.70   (feet)  ADJUSTED  
 DL0782  ___________________________________________________________________
 DL0782  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DL0782  DYNAMIC HT  -          79.678 (meters)     261.41  (feet)  COMP
 DL0782  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 DL0782
 DL0782  VERT ORDER  -  FIRST     CLASS II
 DL0782
 DL0782.The horizontal coordinates were scaled from a topographic map and have
 DL0782.an estimated accuracy of +/- 6 seconds.
 DL0782
 DL0782.The orthometric height was determined by differential leveling
 DL0782.and adjusted by the National Geodetic Survey in June 1991..
 DL0782
 DL0782.The geoid height was determined by GEOID03.
 DL0782
 DL0782.The dynamic height is computed by dividing the NAVD 88
 DL0782.geopotential number by the normal gravity value computed on the
 DL0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0782.degrees latitude (g = 980.6199 gals.).
 DL0782
 DL0782.The modeled gravity was interpolated from observed gravity values.
 DL0782
 DL0782;                    North         East    Units  Estimated Accuracy
 DL0782;SPC AR S     -   455,700.      247,140.      MT  (+/- 180 meters Scaled)
 DL0782
 DL0782                          SUPERSEDED SURVEY CONTROL
 DL0782
 DL0782  NGVD 29 (??/??/92)   79.819  (m)          261.87   (f) ADJ UNCH    1 2
 DL0782
 DL0782.Superseded values are not recommended for survey control.
 DL0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0782.See file dsdata.txt to determine how the superseded data were derived.
 DL0782
 DL0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS404689(NAD 83)
 DL0782_MARKER: DD = SURVEY DISK
 DL0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0782_STAMPING: TT 5 JCL 1949
 DL0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0782+STABILITY: SURFACE MOTION
 DL0782
 DL0782  HISTORY     - Date     Condition        Report By
 DL0782  HISTORY     - 1949     MONUMENTED       USGS
 DL0782  HISTORY     - 1963     GOOD             NGS
 DL0782
 DL0782                          STATION DESCRIPTION
 DL0782
 DL0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0782'4.25 MI N FROM BRADLEY.
 DL0782'ABOUT 4.25 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0782'THE STATION AT BRADLEY, 8 POLES SOUTH OF MILEPOST 404, 240 FEET EAST
 DL0782'AND ACROSS STATE HIGHWAY 29 FROM THE EAST RAIL 152 FEET EAST OF THE
 DL0782'CENTER LINE OF THE HIGHWAY, 94 1/2 FEET NORTH OF NORTHWEST LEG OF A
 DL0782'FIRE TOWER, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 DL0782'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1518 ***********************************************************************
 EJ1518  DESIGNATION -  TT 5 B
 EJ1518  PID         -  EJ1518
 EJ1518  STATE/COUNTY-  AR/POLK
 EJ1518  USGS QUAD   -  PINE RIDGE (1985)
 EJ1518
 EJ1518                         *CURRENT SURVEY CONTROL
 EJ1518  ___________________________________________________________________
 EJ1518* NAD 83(1986)-  34 32 22.     (N)    093 59 27.     (W)     SCALED    
 EJ1518* NAVD 88     -       273.486  (meters)     897.26   (feet)  ADJUSTED  
 EJ1518  ___________________________________________________________________
 EJ1518  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 EJ1518  DYNAMIC HT  -         273.199 (meters)     896.32  (feet)  COMP
 EJ1518  MODELED GRAV-     979,580.8   (mgal)                       NAVD 88
 EJ1518
 EJ1518  VERT ORDER  -  SECOND    CLASS 0
 EJ1518
 EJ1518.The horizontal coordinates were scaled from a topographic map and have
 EJ1518.an estimated accuracy of +/- 6 seconds.
 EJ1518
 EJ1518.The orthometric height was determined by differential leveling
 EJ1518.and adjusted by the National Geodetic Survey in June 1991..
 EJ1518
 EJ1518.The geoid height was determined by GEOID03.
 EJ1518
 EJ1518.The dynamic height is computed by dividing the NAVD 88
 EJ1518.geopotential number by the normal gravity value computed on the
 EJ1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1518.degrees latitude (g = 980.6199 gals.).
 EJ1518
 EJ1518.The modeled gravity was interpolated from observed gravity values.
 EJ1518
 EJ1518;                    North         East    Units  Estimated Accuracy
 EJ1518;SPC AR S     -   609,500.      217,270.      MT  (+/- 180 meters Scaled)
 EJ1518
 EJ1518                          SUPERSEDED SURVEY CONTROL
 EJ1518
 EJ1518  NGVD 29 (??/??/92)  273.41   (m)          897.0    (f) COMPUTED    2 0
 EJ1518
 EJ1518.Superseded values are not recommended for survey control.
 EJ1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1518.See file dsdata.txt to determine how the superseded data were derived.
 EJ1518
 EJ1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU090224(NAD 83)
 EJ1518_MARKER: DD = SURVEY DISK
 EJ1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1518_STAMPING: T T 5 B 1933
 EJ1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1518+STABILITY: SURFACE MOTION
 EJ1518
 EJ1518  HISTORY     - Date     Condition        Report By
 EJ1518  HISTORY     - 1933     MONUMENTED       USGS
 EJ1518  HISTORY     - 1935     GOOD             NGS
 EJ1518  HISTORY     - 1961     GOOD             NGS
 EJ1518
 EJ1518                          STATION DESCRIPTION
 EJ1518
 EJ1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1518'IN OPAL.
 EJ1518'LOCATED IN THE TOWN OF OPAL AT THE POST OFFICE.  ABOUT 150 FEET
 EJ1518'SOUTHWEST OF SOUTHWEST CURVE OF BRIDGE OVER BIG FORK CREEK AND
 EJ1518'TEMPORARY BENCH MARK.  63.5 FEET SOUTH OF SOUTHWEST CORNER OF J. F.
 EJ1518'STANDRIDGES STORE AND POST OFFICE.  20.5 FEET SOUTH OF THE ROAD
 EJ1518'CENTERLINE.  AT THE EDGE OF A CUT.  TABLET SET IN PRECAST CONCRETE
 EJ1518'POST.
 EJ1518
 EJ1518                          STATION RECOVERY (1961)
 EJ1518
 EJ1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0884 ***********************************************************************
 GE0884  DESIGNATION -  TT 5 LEE
 GE0884  PID         -  GE0884
 GE0884  STATE/COUNTY-  AR/IZARD
 GE0884  USGS QUAD   -  SIDNEY (1962)
 GE0884
 GE0884                         *CURRENT SURVEY CONTROL
 GE0884  ___________________________________________________________________
 GE0884* NAD 83(1997)-  36 07 14.42341(N)    091 43 09.49937(W)     ADJUSTED  
 GE0884* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 GE0884  ___________________________________________________________________
 GE0884  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GE0884  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GE0884
 GE0884  HORZ ORDER  -  SECOND
 GE0884
 GE0884.The horizontal coordinates were established by classical geodetic methods
 GE0884.and adjusted by the National Geodetic Survey in September 1999..
 GE0884
 GE0884.The orthometric height was scaled from a topographic map.
 GE0884
 GE0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0884
 GE0884.The geoid height was determined by GEOID03.
 GE0884
 GE0884;                    North         East     Units Scale Factor Converg.
 GE0884;SPC AR N     -   198,331.118   425,269.301   MT  0.99997967   +0 09 48.0
 GE0884;SPC AR N     -   650,691.34  1,395,237.70   sFT  0.99997967   +0 09 48.0
 GE0884;UTM  15      - 3,998,092.391   615,252.809   MT  0.99976367   +0 45 18.1
 GE0884
 GE0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0884!SPC AR N     -   0.99996796  x   0.99997967  =   0.99994764
 GE0884!UTM  15      -   0.99996796  x   0.99976367  =   0.99973164
 GE0884
 GE0884                          SUPERSEDED SURVEY CONTROL
 GE0884
 GE0884  NAD 83(1986)-  36 07 14.43380(N)    091 43 09.49817(W) AD(       ) 2
 GE0884  NAD 27      -  36 07 14.18540(N)    091 43 08.97600(W) AD(       ) 2
 GE0884
 GE0884.Superseded values are not recommended for survey control.
 GE0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0884.See file dsdata.txt to determine how the superseded data were derived.
 GE0884
 GE0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1525398092(NAD 83)
 GE0884_MARKER: DB = BENCH MARK DISK
 GE0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0884_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0884+STABILITY: SURFACE MOTION
 GE0884
 GE0884  HISTORY     - Date     Condition        Report By
 GE0884  HISTORY     - 1953     MONUMENTED       USGS
 GE0884
 GE0884                          STATION DESCRIPTION
 GE0884
 GE0884'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (RLE)
 GE0884'THE STATION IS ABOUT 6-1/2 MILES WEST AND 3-1/2 MILES NORTH
 GE0884'OF EVENING SHADE AND 2-1/2 MILES WEST OF THE IZARD-SHARP
 GE0884'COUNTY LINE ALONG THE SOUTHEAST RIGHT-OF-WAY OF A GRADED ROAD,
 GE0884'3.0 FEET SOUTHWEST OF A FENCE POST WITH A SMALL TRIANGULAR
 GE0884'BLAZE AND 1.5 FEET NORTH OF A FENCE.  IT IS A STANDARD U.S.G.S.
 GE0884'BM DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 GE0884'PROJECTING 4 INCHES AND IS STAMPED TT 5 LEE 1948.
 GE0884'
 GE0884'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PINEY.
 GE0884'
 GE0884'TO REACH THE STATION FROM THE POST OFFICE IN EVENING SHADE,
 GE0884'GO EAST ON A PAVED STREET TO STATE ROUTE NO. 11, TURN LEFT
 GE0884'AND GO NORTHERLY ON STATE ROUTE NO. 11 FOR 1.7 MILES TO A T
 GE0884'ROAD LEFT, TURN LEFT AND GO WESTERLY FOR 1.2 MILES TO A FORK.
 GE0884'HERE TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN TRAVELED
 GE0884'ROAD FOR 1.0 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE
 GE0884'FOR 1.5 MILES TO A T-INTERSECTION, TURN RIGHT AND FOLLOW
 GE0884'A WINDING ROAD FOR 3.25 MILES TO A T-ROAD LEFT.  HERE TURN
 GE0884'LEFT AND GO 1.5 MILES TO A T-INTERSECTION, TURN SHARP RIGHT
 GE0884'AND GO NORTHEAST FOR 0.2 MILE TO THE TOP OF A RISE AND THE
 GE0884'STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0885 ***********************************************************************
 FG0885  DESIGNATION -  TT 52
 FG0885  PID         -  FG0885
 FG0885  STATE/COUNTY-  AR/JOHNSON
 FG0885  USGS QUAD   -  OZONE (1980)
 FG0885
 FG0885                         *CURRENT SURVEY CONTROL
 FG0885  ___________________________________________________________________
 FG0885* NAD 83(1986)-  35 43 24.     (N)    093 22 58.     (W)     SCALED    
 FG0885* NAVD 88     -       593.869  (meters)    1948.39   (feet)  ADJUSTED  
 FG0885  ___________________________________________________________________
 FG0885  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG0885  DYNAMIC HT  -         593.291 (meters)    1946.49  (feet)  COMP
 FG0885  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 FG0885
 FG0885  VERT ORDER  -  SECOND    CLASS 0
 FG0885
 FG0885.The horizontal coordinates were scaled from a topographic map and have
 FG0885.an estimated accuracy of +/- 6 seconds.
 FG0885
 FG0885.The orthometric height was determined by differential leveling
 FG0885.and adjusted by the National Geodetic Survey in June 1991..
 FG0885
 FG0885.The geoid height was determined by GEOID03.
 FG0885
 FG0885.The dynamic height is computed by dividing the NAVD 88
 FG0885.geopotential number by the normal gravity value computed on the
 FG0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0885.degrees latitude (g = 980.6199 gals.).
 FG0885
 FG0885.The modeled gravity was interpolated from observed gravity values.
 FG0885
 FG0885;                    North         East    Units  Estimated Accuracy
 FG0885;SPC AR N     -   155,090.      274,900.      MT  (+/- 180 meters Scaled)
 FG0885
 FG0885                          SUPERSEDED SURVEY CONTROL
 FG0885
 FG0885  NGVD 29 (??/??/92)  593.81   (m)         1948.2    (f) COMPUTED    2 0
 FG0885
 FG0885.Superseded values are not recommended for survey control.
 FG0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0885.See file dsdata.txt to determine how the superseded data were derived.
 FG0885
 FG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV653533(NAD 83)
 FG0885_MARKER: DD = SURVEY DISK
 FG0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0885_STAMPING: T.T. 52 1931
 FG0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0885+STABILITY: SURFACE MOTION
 FG0885
 FG0885  HISTORY     - Date     Condition        Report By
 FG0885  HISTORY     - 1931     MONUMENTED       USGS
 FG0885  HISTORY     - 1935     GOOD             NGS
 FG0885
 FG0885                          STATION DESCRIPTION
 FG0885
 FG0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0885'3.0 MI E FROM SALUS.
 FG0885'3.0 MILES EAST OF VIC. OF 1.2 MI. SOUTH OF SALUS, ALONG ROSETTA ROAD.
 FG0885'AT CURVE IN ROAD.  ABOUT 300 FEET SOUTH OF FARM HOUSE.  68 FEET
 FG0885'SOUTHEAST OF CENTERLINE OF ROSETTA ROAD.  14.8 FEET NORTHEAST OF
 FG0885'NARROW PICKET GATE INTO PEACH ORCHARD.  4.6 FEET WEST OF ORCHARD FENCE
 FG0885'CORNER.  ROUND CONCRETE POST WITH BRONZE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1425 ***********************************************************************
 EJ1425  DESIGNATION -  TT 52 H
 EJ1425  PID         -  EJ1425
 EJ1425  STATE/COUNTY-  AR/HOWARD
 EJ1425  USGS QUAD   -  NEWHOPE (1969)
 EJ1425
 EJ1425                         *CURRENT SURVEY CONTROL
 EJ1425  ___________________________________________________________________
 EJ1425* NAD 83(1986)-  34 14 44.     (N)    093 57 15.     (W)     SCALED    
 EJ1425* NAVD 88     -       231.288  (meters)     758.82   (feet)  ADJUSTED  
 EJ1425  ___________________________________________________________________
 EJ1425  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EJ1425  DYNAMIC HT  -         231.051 (meters)     758.04  (feet)  COMP
 EJ1425  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 EJ1425
 EJ1425  VERT ORDER  -  SECOND    CLASS 0
 EJ1425
 EJ1425.The horizontal coordinates were scaled from a topographic map and have
 EJ1425.an estimated accuracy of +/- 6 seconds.
 EJ1425
 EJ1425.The orthometric height was determined by differential leveling
 EJ1425.and adjusted by the National Geodetic Survey in June 1991..
 EJ1425
 EJ1425.The geoid height was determined by GEOID03.
 EJ1425
 EJ1425.The dynamic height is computed by dividing the NAVD 88
 EJ1425.geopotential number by the normal gravity value computed on the
 EJ1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1425.degrees latitude (g = 980.6199 gals.).
 EJ1425
 EJ1425.The modeled gravity was interpolated from observed gravity values.
 EJ1425
 EJ1425;                    North         East    Units  Estimated Accuracy
 EJ1425;SPC AR S     -   576,840.      220,010.      MT  (+/- 180 meters Scaled)
 EJ1425
 EJ1425                          SUPERSEDED SURVEY CONTROL
 EJ1425
 EJ1425  NGVD 29 (??/??/92)  231.246  (m)          758.68   (f) ADJ UNCH    2 0
 EJ1425
 EJ1425.Superseded values are not recommended for survey control.
 EJ1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1425.See file dsdata.txt to determine how the superseded data were derived.
 EJ1425
 EJ1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT121897(NAD 83)
 EJ1425_MARKER: DD = SURVEY DISK
 EJ1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1425_STAMPING: T.T. 52 H. 1934
 EJ1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1425+STABILITY: SURFACE MOTION
 EJ1425
 EJ1425  HISTORY     - Date     Condition        Report By
 EJ1425  HISTORY     - 1934     MONUMENTED       USGS
 EJ1425  HISTORY     - 1935     GOOD             NGS
 EJ1425  HISTORY     - 1962     GOOD             NGS
 EJ1425
 EJ1425                          STATION DESCRIPTION
 EJ1425
 EJ1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1425'5.0 MI NW FROM NEW HOPE.
 EJ1425'5.0 MILES NORTHWEST OF, ALONG OLD BURG-NEW HOPE ROAD, FROM J. M. BELLS
 EJ1425'SERVICE STATION.  ABOUT 1 MILE WEST OF JUNCTION OF THE DIERKS-ATHENS
 EJ1425'ROAD.  86 FEET WEST OF JUNCTION OF A DIM ROAD SOUTH. 63.5 FEET SOUTH
 EJ1425'OF A BLAZED OAK TREE 3 FEET IN DIAMETER.  35 FEET SOUTHEAST OF THE
 EJ1425'ROAD CENTERLINE.  TABLET SET IN PRECAST CONCRETE POST. NOTE-- AT TOP
 EJ1425'OF HILL TO NORTH OF AN OLD SCHOOL BUILDING THAT HAS FALLEN DOWN. ABOUT
 EJ1425'15 FT NNE OF THE LARGEST OF TWO OAK TREES.
 EJ1425
 EJ1425                          STATION RECOVERY (1962)
 EJ1425
 EJ1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0883 ***********************************************************************
 FG0883  DESIGNATION -  TT 53
 FG0883  PID         -  FG0883
 FG0883  STATE/COUNTY-  AR/JOHNSON
 FG0883  USGS QUAD   -  ROSETTA (1980)
 FG0883
 FG0883                         *CURRENT SURVEY CONTROL
 FG0883  ___________________________________________________________________
 FG0883* NAD 83(1986)-  35 42 36.     (N)    093 21 13.     (W)     SCALED    
 FG0883* NAVD 88     -       590.085  (meters)    1935.97   (feet)  ADJUSTED  
 FG0883  ___________________________________________________________________
 FG0883  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FG0883  DYNAMIC HT  -         589.512 (meters)    1934.09  (feet)  COMP
 FG0883  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 FG0883
 FG0883  VERT ORDER  -  SECOND    CLASS 0
 FG0883
 FG0883.The horizontal coordinates were scaled from a topographic map and have
 FG0883.an estimated accuracy of +/- 6 seconds.
 FG0883
 FG0883.The orthometric height was determined by differential leveling
 FG0883.and adjusted by the National Geodetic Survey in June 1991..
 FG0883
 FG0883.The geoid height was determined by GEOID03.
 FG0883
 FG0883.The dynamic height is computed by dividing the NAVD 88
 FG0883.geopotential number by the normal gravity value computed on the
 FG0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0883.degrees latitude (g = 980.6199 gals.).
 FG0883
 FG0883.The modeled gravity was interpolated from observed gravity values.
 FG0883
 FG0883;                    North         East    Units  Estimated Accuracy
 FG0883;SPC AR N     -   153,570.      277,520.      MT  (+/- 180 meters Scaled)
 FG0883
 FG0883                          SUPERSEDED SURVEY CONTROL
 FG0883
 FG0883  NGVD 29 (??/??/92)  590.02   (m)         1935.8    (f) COMPUTED    2 0
 FG0883
 FG0883.Superseded values are not recommended for survey control.
 FG0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0883.See file dsdata.txt to determine how the superseded data were derived.
 FG0883
 FG0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV680518(NAD 83)
 FG0883_MARKER: DD = SURVEY DISK
 FG0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0883_STAMPING: T.T. 53 1931 1936 FT.
 FG0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0883+STABILITY: SURFACE MOTION
 FG0883
 FG0883  HISTORY     - Date     Condition        Report By
 FG0883  HISTORY     - 1931     MONUMENTED       USGS
 FG0883  HISTORY     - 1935     GOOD             NGS
 FG0883
 FG0883                          STATION DESCRIPTION
 FG0883
 FG0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0883'0.8 MI W FROM ROSETTA.
 FG0883'0.8 MILE WEST OF, ALONG ROSETTA ROAD, FROM POST OFFICE.  AT POINT
 FG0883'WHERE ROAD ENTERS EAST END OF LANE.  ABOUT 124 FEET NORTH OF
 FG0883'CENTERLINE OF ROSETTA ROAD.  77.4 FEET WEST OF CENTERLINE OF CEMETERY
 FG0883'GATE.  53 FEET EAST OF RAIL FENCE.  2 FEET SOUTHEAST OF SOUTHWEST
 FG0883'CEMETERY FENCE CORNER.  BRONZE TABLET IN SANDSTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1276 ***********************************************************************
 EJ1276  DESIGNATION -  TT 53 H
 EJ1276  PID         -  EJ1276
 EJ1276  STATE/COUNTY-  AR/MONTGOMERY
 EJ1276  USGS QUAD   -  CADDO GAP (1979)
 EJ1276
 EJ1276                         *CURRENT SURVEY CONTROL
 EJ1276  ___________________________________________________________________
 EJ1276* NAD 83(1986)-  34 27 58.     (N)    093 30 21.     (W)     SCALED    
 EJ1276* NAVD 88     -       243.886  (meters)     800.15   (feet)  ADJUSTED  
 EJ1276  ___________________________________________________________________
 EJ1276  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 EJ1276  DYNAMIC HT  -         243.638 (meters)     799.34  (feet)  COMP
 EJ1276  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 EJ1276
 EJ1276  VERT ORDER  -  SECOND    CLASS 0
 EJ1276
 EJ1276.The horizontal coordinates were scaled from a topographic map and have
 EJ1276.an estimated accuracy of +/- 6 seconds.
 EJ1276
 EJ1276.The orthometric height was determined by differential leveling
 EJ1276.and adjusted by the National Geodetic Survey in June 1991..
 EJ1276
 EJ1276.The geoid height was determined by GEOID03.
 EJ1276
 EJ1276.The dynamic height is computed by dividing the NAVD 88
 EJ1276.geopotential number by the normal gravity value computed on the
 EJ1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1276.degrees latitude (g = 980.6199 gals.).
 EJ1276
 EJ1276.The modeled gravity was interpolated from observed gravity values.
 EJ1276
 EJ1276;                    North         East    Units  Estimated Accuracy
 EJ1276;SPC AR S     -   600,600.      261,660.      MT  (+/- 180 meters Scaled)
 EJ1276
 EJ1276                          SUPERSEDED SURVEY CONTROL
 EJ1276
 EJ1276  NGVD 29 (??/??/92)  243.849  (m)          800.03   (f) ADJ UNCH    2 0
 EJ1276
 EJ1276.Superseded values are not recommended for survey control.
 EJ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1276.See file dsdata.txt to determine how the superseded data were derived.
 EJ1276
 EJ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU535139(NAD 83)
 EJ1276_MARKER: DD = SURVEY DISK
 EJ1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1276_STAMPING: TT 53 H 1934
 EJ1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1276+STABILITY: SURFACE MOTION
 EJ1276
 EJ1276  HISTORY     - Date     Condition        Report By
 EJ1276  HISTORY     - 1934     MONUMENTED       USGS
 EJ1276  HISTORY     - 1961     GOOD             NGS
 EJ1276
 EJ1276                          STATION DESCRIPTION
 EJ1276
 EJ1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1276'10.3 MI E FROM CADDO GAP.
 EJ1276'10.3 MILES EAST ALONG THE BUTTERMILK SPRINGS ROAD AND THE OLD
 EJ1276'DALLAS-HOT SPRINGS ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ1276'CADDO GAP, MONTGOMERY COUNTY, AT THE J.S. DRIGGER FARMHOUSE, 5.5 FEET
 EJ1276'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 43 FEET WEST OF THE
 EJ1276'CENTER LINE OF THE ROAD, 24.3 FEET NORTHWEST OF A POLE, 4.2 FEET SOUTH
 EJ1276'OF A SOUTHEAST FENCE CORNER, AND LEVEL WITH THE GROUND.  A UNITED
 EJ1276'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 53 H 1934 AND SET
 EJ1276'IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 54 FEET SOUTHEAST OF THE
 EJ1276'SOUTHEAST CORNER OF A HOUSE, 9 1/2 FEET WEST OF A ROCK WALL TO WEST OF
 EJ1276'A FLOWER GARDEN AND IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0879 ***********************************************************************
 FG0879  DESIGNATION -  TT 54
 FG0879  PID         -  FG0879
 FG0879  STATE/COUNTY-  AR/JOHNSON
 FG0879  USGS QUAD   -  ROSETTA (1980)
 FG0879
 FG0879                         *CURRENT SURVEY CONTROL
 FG0879  ___________________________________________________________________
 FG0879* NAD 83(1986)-  35 42 05.     (N)    093 18 41.     (W)     SCALED    
 FG0879* NAVD 88     -       514.569  (meters)    1688.22   (feet)  ADJUSTED  
 FG0879  ___________________________________________________________________
 FG0879  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FG0879  DYNAMIC HT  -         514.070 (meters)    1686.58  (feet)  COMP
 FG0879  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 FG0879
 FG0879  VERT ORDER  -  SECOND    CLASS 0
 FG0879
 FG0879.The horizontal coordinates were scaled from a topographic map and have
 FG0879.an estimated accuracy of +/- 6 seconds.
 FG0879
 FG0879.The orthometric height was determined by differential leveling
 FG0879.and adjusted by the National Geodetic Survey in June 1991..
 FG0879
 FG0879.The geoid height was determined by GEOID03.
 FG0879
 FG0879.The dynamic height is computed by dividing the NAVD 88
 FG0879.geopotential number by the normal gravity value computed on the
 FG0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0879.degrees latitude (g = 980.6199 gals.).
 FG0879
 FG0879.The modeled gravity was interpolated from observed gravity values.
 FG0879
 FG0879;                    North         East    Units  Estimated Accuracy
 FG0879;SPC AR N     -   152,570.      281,330.      MT  (+/- 180 meters Scaled)
 FG0879
 FG0879                          SUPERSEDED SURVEY CONTROL
 FG0879
 FG0879  NGVD 29 (??/??/92)  514.50   (m)         1688.0    (f) COMPUTED    2 0
 FG0879
 FG0879.Superseded values are not recommended for survey control.
 FG0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0879.See file dsdata.txt to determine how the superseded data were derived.
 FG0879
 FG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV718508(NAD 83)
 FG0879_MARKER: DD = SURVEY DISK
 FG0879_SETTING: 80 = SET IN A BOULDER
 FG0879_SP_SET: SANDSTONE BOULDER
 FG0879_STAMPING: T.T. 54. 1931
 FG0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0879+STABILITY: SURFACE MOTION
 FG0879
 FG0879  HISTORY     - Date     Condition        Report By
 FG0879  HISTORY     - 1931     MONUMENTED       USGS
 FG0879  HISTORY     - 1935     GOOD             NGS
 FG0879
 FG0879                          STATION DESCRIPTION
 FG0879
 FG0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0879'2.1 MI SE FROM ROSETTA.
 FG0879'2.1 MILES SOUTHEAST OF, ALONG ROSETTA ROAD, FROM POST OFFICE.  AT
 FG0879'JUNCTION OF ROSETTA ROAD AND DEER ROAD.  79 FEET EAST OF M.P. 6.  26
 FG0879'FEET SOUTH OF CORRUGATED PIPE CULVERT FOR DEER ROAD.  21 FEET
 FG0879'NORTHEAST OF CENTERLINE OF ROSETTA ROAD.  16 FEET SOUTHEAST OF
 FG0879'CENTERLINE OF DEER ROAD.  8.8 FEET EAST OF BLAZED OAK TREE 1.2 FT. IN
 FG0879'DIAMETER AT BASE, MARKED 687.9 U.S.B.M.  BRONZE TABLET IN SANDSTONE
 FG0879'BOULDER 4 FT. IN DIAMETER, 1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0872 ***********************************************************************
 FG0872  DESIGNATION -  TT 56
 FG0872  PID         -  FG0872
 FG0872  STATE/COUNTY-  AR/JOHNSON
 FG0872  USGS QUAD   -  ROSETTA (1980)
 FG0872
 FG0872                         *CURRENT SURVEY CONTROL
 FG0872  ___________________________________________________________________
 FG0872* NAD 83(1986)-  35 40 15.     (N)    093 16 02.     (W)     SCALED    
 FG0872* NAVD 88     -       264.442  (meters)     867.59   (feet)  ADJUSTED  
 FG0872  ___________________________________________________________________
 FG0872  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FG0872  DYNAMIC HT  -         264.192 (meters)     866.77  (feet)  COMP
 FG0872  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FG0872
 FG0872  VERT ORDER  -  SECOND    CLASS 0
 FG0872
 FG0872.The horizontal coordinates were scaled from a topographic map and have
 FG0872.an estimated accuracy of +/- 6 seconds.
 FG0872
 FG0872.The orthometric height was determined by differential leveling
 FG0872.and adjusted by the National Geodetic Survey in June 1991..
 FG0872
 FG0872.The geoid height was determined by GEOID03.
 FG0872
 FG0872.The dynamic height is computed by dividing the NAVD 88
 FG0872.geopotential number by the normal gravity value computed on the
 FG0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0872.degrees latitude (g = 980.6199 gals.).
 FG0872
 FG0872.The modeled gravity was interpolated from observed gravity values.
 FG0872
 FG0872;                    North         East    Units  Estimated Accuracy
 FG0872;SPC AR N     -   149,120.      285,280.      MT  (+/- 180 meters Scaled)
 FG0872
 FG0872                          SUPERSEDED SURVEY CONTROL
 FG0872
 FG0872  NGVD 29 (??/??/92)  264.38   (m)          867.4    (f) COMPUTED    2 0
 FG0872
 FG0872.Superseded values are not recommended for survey control.
 FG0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0872.See file dsdata.txt to determine how the superseded data were derived.
 FG0872
 FG0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV758474(NAD 83)
 FG0872_MARKER: DB = BENCH MARK DISK
 FG0872_SETTING: 80 = SET IN A BOULDER
 FG0872_STAMPING: T.T. 56 TX 1931 867 FT.
 FG0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0872+STABILITY: SURFACE MOTION
 FG0872
 FG0872  HISTORY     - Date     Condition        Report By
 FG0872  HISTORY     - 1931     MONUMENTED       USGS
 FG0872  HISTORY     - 1935     GOOD             NGS
 FG0872
 FG0872                          STATION DESCRIPTION
 FG0872
 FG0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0872'1.8 MI S FROM FT. DOUGLAS.
 FG0872'1.8 MILES SOUTH OF, ALONG ST. HWY. 123, FROM POST OFFICE.  ON
 FG0872'SOUTHEAST BANK OF HAW CREEK.  79 FEET NORTHEAST OF CENTERLINE OF ST.
 FG0872'HWY. 123.  20 FEET SOUTHEAST OF SOUTHEAST BANK OF HAW CREEK. BRONZE
 FG0872'TABLET SET IN BOULDER 4 FT. BY 6 FT., 1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0844 ***********************************************************************
 FG0844  DESIGNATION -  TT 57
 FG0844  PID         -  FG0844
 FG0844  STATE/COUNTY-  AR/NEWTON
 FG0844  USGS QUAD   -  OZONE (1980)
 FG0844
 FG0844                         *CURRENT SURVEY CONTROL
 FG0844  ___________________________________________________________________
 FG0844* NAD 83(1986)-  35 44 25.     (N)    093 26 18.     (W)     SCALED    
 FG0844* NAVD 88     -       575.793  (meters)    1889.08   (feet)  ADJUSTED  
 FG0844  ___________________________________________________________________
 FG0844  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG0844  DYNAMIC HT  -         575.229 (meters)    1887.23  (feet)  COMP
 FG0844  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 FG0844
 FG0844  VERT ORDER  -  SECOND    CLASS 0
 FG0844
 FG0844.The horizontal coordinates were scaled from a topographic map and have
 FG0844.an estimated accuracy of +/- 6 seconds.
 FG0844
 FG0844.The orthometric height was determined by differential leveling
 FG0844.and adjusted by the National Geodetic Survey in June 1991..
 FG0844
 FG0844.The geoid height was determined by GEOID03.
 FG0844
 FG0844.The dynamic height is computed by dividing the NAVD 88
 FG0844.geopotential number by the normal gravity value computed on the
 FG0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0844.degrees latitude (g = 980.6199 gals.).
 FG0844
 FG0844.The modeled gravity was interpolated from observed gravity values.
 FG0844
 FG0844;                    North         East    Units  Estimated Accuracy
 FG0844;SPC AR N     -   157,040.      269,900.      MT  (+/- 180 meters Scaled)
 FG0844
 FG0844                          SUPERSEDED SURVEY CONTROL
 FG0844
 FG0844  NGVD 29 (??/??/92)  575.722  (m)         1888.85   (f) ADJ UNCH    2 0
 FG0844
 FG0844.Superseded values are not recommended for survey control.
 FG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0844.See file dsdata.txt to determine how the superseded data were derived.
 FG0844
 FG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV603552(NAD 83)
 FG0844_MARKER: DB = BENCH MARK DISK
 FG0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0844_STAMPING: 1888.848 TT 57 TX 1931
 FG0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0844+STABILITY: SURFACE MOTION
 FG0844
 FG0844  HISTORY     - Date     Condition        Report By
 FG0844  HISTORY     - 1931     MONUMENTED       CGS
 FG0844  HISTORY     - 1961     GOOD             NGS
 FG0844
 FG0844                          STATION DESCRIPTION
 FG0844
 FG0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0844'2.7 MI NW FROM SALUS.
 FG0844'IN NEWTON COUNTY, 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM
 FG0844'SALUS, JOHNSON COUNTY, 400 FEET NORTH OF THE JOE BARNES HOME, 30 FEET
 FG0844'WEST OF A POINT 50 FEET NORTH OF THE JUNCTION WITH A T-ROAD LEADING
 FG0844'NORTH, AND 8 FEET SOUTHWEST OF THE CORNER OF A FENCE RUNNING NORTH AND
 FG0844'WEST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FG0844'1888.848 TT 57 TX 1931 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FG0844'THIS MARK RECOVERED ABOUT 400 FEET NORTH OF A HOUSE, ABOUT 50 FEET
 FG0844'NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 36 FEET SOUTHWEST OF
 FG0844'THE SOUTHWEST CORNER OF AN OLD SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0813 ***********************************************************************
 FG0813  DESIGNATION -  TT 59 TX
 FG0813  PID         -  FG0813
 FG0813  STATE/COUNTY-  AR/NEWTON
 FG0813  USGS QUAD   -  FALLSVILLE (1975)
 FG0813
 FG0813                         *CURRENT SURVEY CONTROL
 FG0813  ___________________________________________________________________
 FG0813* NAD 83(1986)-  35 46 59.     (N)    093 29 02.     (W)     SCALED    
 FG0813* NAVD 88     -       631.543  (meters)    2071.99   (feet)  ADJUSTED  
 FG0813  ___________________________________________________________________
 FG0813  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0813  DYNAMIC HT  -         630.920 (meters)    2069.94  (feet)  COMP
 FG0813  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 FG0813
 FG0813  VERT ORDER  -  SECOND    CLASS 0
 FG0813
 FG0813.The horizontal coordinates were scaled from a topographic map and have
 FG0813.an estimated accuracy of +/- 6 seconds.
 FG0813
 FG0813.The orthometric height was determined by differential leveling
 FG0813.and adjusted by the National Geodetic Survey in June 1991..
 FG0813
 FG0813.The geoid height was determined by GEOID03.
 FG0813
 FG0813.The dynamic height is computed by dividing the NAVD 88
 FG0813.geopotential number by the normal gravity value computed on the
 FG0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0813.degrees latitude (g = 980.6199 gals.).
 FG0813
 FG0813.The modeled gravity was interpolated from observed gravity values.
 FG0813
 FG0813;                    North         East    Units  Estimated Accuracy
 FG0813;SPC AR N     -   161,850.      265,850.      MT  (+/- 180 meters Scaled)
 FG0813
 FG0813                          SUPERSEDED SURVEY CONTROL
 FG0813
 FG0813  NGVD 29 (??/??/92)  631.458  (m)         2071.71   (f) ADJ UNCH    2 0
 FG0813
 FG0813.Superseded values are not recommended for survey control.
 FG0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0813.See file dsdata.txt to determine how the superseded data were derived.
 FG0813
 FG0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV562599(NAD 83)
 FG0813_MARKER: DD = SURVEY DISK
 FG0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0813_STAMPING: T.T. 59 TX 1931
 FG0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0813+STABILITY: SURFACE MOTION
 FG0813
 FG0813  HISTORY     - Date     Condition        Report By
 FG0813  HISTORY     - 1931     MONUMENTED       USGS
 FG0813  HISTORY     - 1935     GOOD             NGS
 FG0813
 FG0813                          STATION DESCRIPTION
 FG0813
 FG0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0813'IN FALLSVILLE.
 FG0813'AT FALLSVILLE, ON STATE HIGHWAY 16, 60 FEET WEST OF THE NORTHWEST
 FG0813'CORNER OF THE THOMAS PATTON STORE, 48 FEET NORTH OF THE CENTERLINE OF
 FG0813'THE HIGHWAY, AND 32.4 FEET WEST OF THE CENTER OF A WELL.  A UNITED
 FG0813'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 59 TX 1931 AND SET
 FG0813'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1602 ***********************************************************************
 EJ1602  DESIGNATION -  TT 6 B
 EJ1602  PID         -  EJ1602
 EJ1602  STATE/COUNTY-  AR/POLK
 EJ1602  USGS QUAD   -  PINE RIDGE (1985)
 EJ1602
 EJ1602                         *CURRENT SURVEY CONTROL
 EJ1602  ___________________________________________________________________
 EJ1602* NAD 83(1986)-  34 35 06.     (N)    093 59 57.     (W)     SCALED    
 EJ1602* NAVD 88     -       271.592  (meters)     891.05   (feet)  ADJUSTED  
 EJ1602  ___________________________________________________________________
 EJ1602  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EJ1602  DYNAMIC HT  -         271.308 (meters)     890.12  (feet)  COMP
 EJ1602  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 EJ1602
 EJ1602  VERT ORDER  -  SECOND    CLASS 0
 EJ1602
 EJ1602.The horizontal coordinates were scaled from a topographic map and have
 EJ1602.an estimated accuracy of +/- 6 seconds.
 EJ1602
 EJ1602.The orthometric height was determined by differential leveling
 EJ1602.and adjusted by the National Geodetic Survey in June 1991..
 EJ1602
 EJ1602.The geoid height was determined by GEOID03.
 EJ1602
 EJ1602.The dynamic height is computed by dividing the NAVD 88
 EJ1602.geopotential number by the normal gravity value computed on the
 EJ1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1602.degrees latitude (g = 980.6199 gals.).
 EJ1602
 EJ1602.The modeled gravity was interpolated from observed gravity values.
 EJ1602
 EJ1602;                    North         East    Units  Estimated Accuracy
 EJ1602;SPC AR S     -   614,560.      216,600.      MT  (+/- 180 meters Scaled)
 EJ1602
 EJ1602                          SUPERSEDED SURVEY CONTROL
 EJ1602
 EJ1602  NGVD 29 (??/??/92)  271.51   (m)          890.8    (f) COMPUTED    2 0
 EJ1602
 EJ1602.Superseded values are not recommended for survey control.
 EJ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1602.See file dsdata.txt to determine how the superseded data were derived.
 EJ1602
 EJ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU083274(NAD 83)
 EJ1602_MARKER: DB = BENCH MARK DISK
 EJ1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1602_STAMPING: TT 6 B 1933
 EJ1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1602+STABILITY: SURFACE MOTION
 EJ1602
 EJ1602  HISTORY     - Date     Condition        Report By
 EJ1602  HISTORY     - 1933     MONUMENTED       USGS
 EJ1602  HISTORY     - 1935     GOOD             NGS
 EJ1602  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1602
 EJ1602                          STATION DESCRIPTION
 EJ1602
 EJ1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1602'IN CHERRY HILL.
 EJ1602'IN THE TOWN OF CHERRY HILL.  ALONG STATE HIGHWAY 88, 61 FEET
 EJ1602'NORTHWEST OF INTERSECTION OF CENTERLINES OF HIGHWAY 88 AND
 EJ1602'ROAD SOUTH TO OPAL, 29 FEET NORTH OF CENTERLINE OF HIGHWAY 88,
 EJ1602'27 FEET WEST OF THE SOUTHWEST CORNER OF THE CHERRY HILL POST
 EJ1602'OFFICE AND MIDWAY BETWEEN FENCE AND WELL.  TABLET SET IN
 EJ1602'PRECAST CONCRETE POST.
 EJ1602
 EJ1602                          STATION RECOVERY (1961)
 EJ1602
 EJ1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0119 ***********************************************************************
 DL0119  DESIGNATION -  TT 6 E
 DL0119  PID         -  DL0119
 DL0119  STATE/COUNTY-  AR/UNION
 DL0119  USGS QUAD   -  NEW UNION (1981)
 DL0119
 DL0119                         *CURRENT SURVEY CONTROL
 DL0119  ___________________________________________________________________
 DL0119* NAD 83(1986)-  33 08 16.     (N)    092 12 51.     (W)     SCALED    
 DL0119* NAVD 88     -        27.546  (meters)      90.37   (feet)  ADJUSTED  
 DL0119  ___________________________________________________________________
 DL0119  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DL0119  DYNAMIC HT  -          27.516 (meters)      90.28  (feet)  COMP
 DL0119  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DL0119
 DL0119  VERT ORDER  -  SECOND    CLASS 0
 DL0119
 DL0119.The horizontal coordinates were scaled from a topographic map and have
 DL0119.an estimated accuracy of +/- 6 seconds.
 DL0119
 DL0119.The orthometric height was determined by differential leveling
 DL0119.and adjusted by the National Geodetic Survey in June 1991..
 DL0119
 DL0119.The geoid height was determined by GEOID03.
 DL0119
 DL0119.The dynamic height is computed by dividing the NAVD 88
 DL0119.geopotential number by the normal gravity value computed on the
 DL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0119.degrees latitude (g = 980.6199 gals.).
 DL0119
 DL0119.The modeled gravity was interpolated from observed gravity values.
 DL0119
 DL0119;                    North         East    Units  Estimated Accuracy
 DL0119;SPC AR S     -   452,270.      380,020.      MT  (+/- 180 meters Scaled)
 DL0119
 DL0119                          SUPERSEDED SURVEY CONTROL
 DL0119
 DL0119  NGVD 29 (??/??/92)   27.61   (m)           90.6    (f) COMPUTED    2 0
 DL0119
 DL0119.Superseded values are not recommended for survey control.
 DL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0119.See file dsdata.txt to determine how the superseded data were derived.
 DL0119
 DL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS732668(NAD 83)
 DL0119_MARKER: DD = SURVEY DISK
 DL0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0119+STABILITY: SURFACE MOTION
 DL0119
 DL0119  HISTORY     - Date     Condition        Report By
 DL0119  HISTORY     - UNK      MONUMENTED       USGS
 DL0119  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0119
 DL0119                          STATION DESCRIPTION
 DL0119
 DL0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0119'8.0 MI E FROM STRONG.
 DL0119'8 MILES EAST ALONG U.S. HIGHWAY 82 FROM STRONG, AT THE CROSSING OF A
 DL0119'LOGGING RAILROAD, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 DL0119'15 FEET EAST OF THE TRACK.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0442 ***********************************************************************
 EJ0442  DESIGNATION -  TT 6 H
 EJ0442  PID         -  EJ0442
 EJ0442  STATE/COUNTY-  AR/PULASKI
 EJ0442  USGS QUAD   -  CATO (1987)
 EJ0442
 EJ0442                         *CURRENT SURVEY CONTROL
 EJ0442  ___________________________________________________________________
 EJ0442* NAD 83(1986)-  34 53 07.     (N)    092 17 35.     (W)     SCALED    
 EJ0442* NAVD 88     -       105.277  (meters)     345.40   (feet)  POSTED    
 EJ0442  ___________________________________________________________________
 EJ0442  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ0442  DYNAMIC HT  -         105.180 (meters)     345.08  (feet)  COMP
 EJ0442  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 EJ0442
 EJ0442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0442
 EJ0442.The horizontal coordinates were scaled from a topographic map and have
 EJ0442.an estimated accuracy of +/- 6 seconds.
 EJ0442
 EJ0442.The orthometric height was determined by differential leveling
 EJ0442.and adjusted by the National Geodetic Survey in 1992..
 EJ0442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0442.rate of 0.0 thru 1.0 mm/km.
 EJ0442
 EJ0442.The geoid height was determined by GEOID03.
 EJ0442
 EJ0442.The dynamic height is computed by dividing the NAVD 88
 EJ0442.geopotential number by the normal gravity value computed on the
 EJ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0442.degrees latitude (g = 980.6199 gals.).
 EJ0442
 EJ0442.The modeled gravity was interpolated from observed gravity values.
 EJ0442
 EJ0442;                    North         East    Units  Estimated Accuracy
 EJ0442;SPC AR S     -   646,120.      373,210.      MT  (+/- 180 meters Scaled)
 EJ0442
 EJ0442                          SUPERSEDED SURVEY CONTROL
 EJ0442
 EJ0442  NGVD 29 (??/??/92)  105.313  (m)          345.51   (f) ADJ UNCH    2 0
 EJ0442
 EJ0442.Superseded values are not recommended for survey control.
 EJ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0442.See file dsdata.txt to determine how the superseded data were derived.
 EJ0442
 EJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU646605(NAD 83)
 EJ0442_MARKER: DB = BENCH MARK DISK
 EJ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0442_STAMPING: T T 6 H 1935
 EJ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0442+STABILITY: SURFACE MOTION
 EJ0442
 EJ0442  HISTORY     - Date     Condition        Report By
 EJ0442  HISTORY     - 1935     MONUMENTED       USGS
 EJ0442  HISTORY     - 1955     POOR             NGS
 EJ0442
 EJ0442                          STATION DESCRIPTION
 EJ0442
 EJ0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0442'6.45 MI E FROM BLUE HILL.
 EJ0442'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT BLUE
 EJ0442'HILL, THENCE 1.9 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.9
 EJ0442'MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 EJ0442'GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 EJ0442'0.25 MILE NORTH ALONG A GRAVELED ROAD, 0.25 MILE SOUTH OF A JUNCTION
 EJ0442'WITH A GRAVELED ROAD LEADING EAST, 172 FEET WEST OF THE NORTHWEST
 EJ0442'CORNER OF A STONE WELL CURB, 38 FEET EAST OF THE CENTER LINE OF A
 EJ0442'NORTH AND SOUTH ROAD, 38 FEET NORTH OF THE CENTER LINE OF AN ABANDONED
 EJ0442'ROAD LEADING EAST, 23 FEET WEST OF A 14 INCH CEDAR TREE, SET IN THE
 EJ0442'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. THIS
 EJ0442'POST HAS BEEN HIT AND IS LEANING ABOUT 10 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0368 ***********************************************************************
 FG0368  DESIGNATION -  TT 6 RWS
 FG0368  PID         -  FG0368
 FG0368  STATE/COUNTY-  AR/CONWAY
 FG0368  USGS QUAD   -  SPRINGFIELD (1990)
 FG0368
 FG0368                         *CURRENT SURVEY CONTROL
 FG0368  ___________________________________________________________________
 FG0368* NAD 83(1986)-  35 15 01.     (N)    092 35 48.     (W)     SCALED    
 FG0368* NAVD 88     -       101.419  (meters)     332.74   (feet)  ADJUSTED  
 FG0368  ___________________________________________________________________
 FG0368  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FG0368  DYNAMIC HT  -         101.324 (meters)     332.43  (feet)  COMP
 FG0368  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 FG0368
 FG0368  VERT ORDER  -  SECOND    CLASS 0
 FG0368
 FG0368.The horizontal coordinates were scaled from a topographic map and have
 FG0368.an estimated accuracy of +/- 6 seconds.
 FG0368
 FG0368.The orthometric height was determined by differential leveling
 FG0368.and adjusted by the National Geodetic Survey in June 1991..
 FG0368
 FG0368.The geoid height was determined by GEOID03.
 FG0368
 FG0368.The dynamic height is computed by dividing the NAVD 88
 FG0368.geopotential number by the normal gravity value computed on the
 FG0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0368.degrees latitude (g = 980.6199 gals.).
 FG0368
 FG0368.The modeled gravity was interpolated from observed gravity values.
 FG0368
 FG0368;                    North         East    Units  Estimated Accuracy
 FG0368;SPC AR N     -   101,890.      345,700.      MT  (+/- 180 meters Scaled)
 FG0368
 FG0368                          SUPERSEDED SURVEY CONTROL
 FG0368
 FG0368  NGVD 29 (??/??/92)  101.425  (m)          332.76   (f) ADJ UNCH    2 0
 FG0368
 FG0368.Superseded values are not recommended for survey control.
 FG0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0368.See file dsdata.txt to determine how the superseded data were derived.
 FG0368
 FG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV366008(NAD 83)
 FG0368_MARKER: DB = BENCH MARK DISK
 FG0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0368_STAMPING: TT 6 RWS 1959 333
 FG0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0368+STABILITY: SURFACE MOTION
 FG0368
 FG0368  HISTORY     - Date     Condition        Report By
 FG0368  HISTORY     - 1959     MONUMENTED       CGS
 FG0368  HISTORY     - 1962     GOOD             NGS
 FG0368
 FG0368                          STATION DESCRIPTION
 FG0368
 FG0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0368'7.3 MI N FROM PLUMERVILLE.
 FG0368'7.3 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE POST OFFICE AT
 FG0368'PLUMERVILLE, ABOUT 0.2 MILE SOUTH OF A BRIDGE OVER CYPRESS CREEK, 38
 FG0368'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET IN TOP OF A SQUARE
 FG0368'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0246 ***********************************************************************
 DL0246  DESIGNATION -  TT 6 T
 DL0246  PID         -  DL0246
 DL0246  STATE/COUNTY-  AR/UNION
 DL0246  USGS QUAD   -  CALION (1978)
 DL0246
 DL0246                         *CURRENT SURVEY CONTROL
 DL0246  ___________________________________________________________________
 DL0246* NAD 83(1986)-  33 18 24.     (N)    092 31 21.     (W)     SCALED    
 DL0246* NAVD 88     -        47.917  (meters)     157.21   (feet)  ADJUSTED  
 DL0246  ___________________________________________________________________
 DL0246  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL0246  DYNAMIC HT  -          47.866 (meters)     157.04  (feet)  COMP
 DL0246  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DL0246
 DL0246  VERT ORDER  -  FIRST     CLASS II
 DL0246
 DL0246.The horizontal coordinates were scaled from a topographic map and have
 DL0246.an estimated accuracy of +/- 6 seconds.
 DL0246
 DL0246.The orthometric height was determined by differential leveling
 DL0246.and adjusted by the National Geodetic Survey in June 1991..
 DL0246
 DL0246.The geoid height was determined by GEOID03.
 DL0246
 DL0246.The dynamic height is computed by dividing the NAVD 88
 DL0246.geopotential number by the normal gravity value computed on the
 DL0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0246.degrees latitude (g = 980.6199 gals.).
 DL0246
 DL0246.The modeled gravity was interpolated from observed gravity values.
 DL0246
 DL0246;                    North         East    Units  Estimated Accuracy
 DL0246;SPC AR S     -   471,110.      351,340.      MT  (+/- 180 meters Scaled)
 DL0246
 DL0246                          SUPERSEDED SURVEY CONTROL
 DL0246
 DL0246  NGVD 29 (??/??/92)   47.957  (m)          157.34   (f) ADJ UNCH    1 2
 DL0246
 DL0246.Superseded values are not recommended for survey control.
 DL0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0246.See file dsdata.txt to determine how the superseded data were derived.
 DL0246
 DL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS444853(NAD 83)
 DL0246_MARKER: DD = SURVEY DISK
 DL0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0246_STAMPING: T T 6 T 1933
 DL0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0246+STABILITY: SURFACE MOTION
 DL0246
 DL0246  HISTORY     - Date     Condition        Report By
 DL0246  HISTORY     - 1933     MONUMENTED       USGS
 DL0246  HISTORY     - 1960     GOOD             NGS
 DL0246  HISTORY     - 1964     GOOD             NGS
 DL0246
 DL0246                          STATION DESCRIPTION
 DL0246
 DL0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0246'2.75 MI SE FROM CALION.
 DL0246'ABOUT 2.75 MILES SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 DL0246'POST OFFICE AT CALION, IN SECTION 23, T 16 S, R 14 W, 52 FEET EAST OF
 DL0246'THE CENTER LINE OF THE ROAD, 88 FEET NORTHEAST OF THE CENTER OF THE
 DL0246'JUNCTION OF A GRAVELED ROAD LEADING SOUTHEAST, 62 FEET NORTH OF THE
 DL0246'CENTER LINE OF THE ROAD LEADING SOUTHEAST, 80 FEET EAST AND ACROSS THE
 DL0246'ROAD FROM A POWER POLE, ABOUT 6 FEET ABOVE THE LEVEL OF BOTH ROADS,
 DL0246'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 DL0246
 DL0246                          STATION RECOVERY (1964)
 DL0246
 DL0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0838 ***********************************************************************
 FG0838  DESIGNATION -  TT 60
 FG0838  PID         -  FG0838
 FG0838  STATE/COUNTY-  AR/NEWTON
 FG0838  USGS QUAD   -  FALLSVILLE (1975)
 FG0838
 FG0838                         *CURRENT SURVEY CONTROL
 FG0838  ___________________________________________________________________
 FG0838* NAD 83(1986)-  35 48 07.     (N)    093 26 00.     (W)     SCALED    
 FG0838* NAVD 88     -       679.594  (meters)    2229.63   (feet)  ADJUSTED  
 FG0838  ___________________________________________________________________
 FG0838  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FG0838  DYNAMIC HT  -         678.925 (meters)    2227.44  (feet)  COMP
 FG0838  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 FG0838
 FG0838  VERT ORDER  -  SECOND    CLASS 0
 FG0838
 FG0838.The horizontal coordinates were scaled from a topographic map and have
 FG0838.an estimated accuracy of +/- 6 seconds.
 FG0838
 FG0838.The orthometric height was determined by differential leveling
 FG0838.and adjusted by the National Geodetic Survey in June 1991..
 FG0838
 FG0838.The geoid height was determined by GEOID03.
 FG0838
 FG0838.The dynamic height is computed by dividing the NAVD 88
 FG0838.geopotential number by the normal gravity value computed on the
 FG0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0838.degrees latitude (g = 980.6199 gals.).
 FG0838
 FG0838.The modeled gravity was interpolated from observed gravity values.
 FG0838
 FG0838;                    North         East    Units  Estimated Accuracy
 FG0838;SPC AR N     -   163,870.      270,460.      MT  (+/- 180 meters Scaled)
 FG0838
 FG0838                          SUPERSEDED SURVEY CONTROL
 FG0838
 FG0838  NGVD 29 (??/??/92)  679.509  (m)         2229.36   (f) ADJ UNCH    2 0
 FG0838
 FG0838.Superseded values are not recommended for survey control.
 FG0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0838.See file dsdata.txt to determine how the superseded data were derived.
 FG0838
 FG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV608620(NAD 83)
 FG0838_MARKER: DD = SURVEY DISK
 FG0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0838_STAMPING: 2229.356 TT 60 TX 1931
 FG0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0838+STABILITY: SURFACE MOTION
 FG0838
 FG0838  HISTORY     - Date     Condition        Report By
 FG0838  HISTORY     - 1931     MONUMENTED       USGS
 FG0838  HISTORY     - 1935     GOOD             NGS
 FG0838
 FG0838                          STATION DESCRIPTION
 FG0838
 FG0838'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0838'2.3 MI NE FROM FALLSVILLE.
 FG0838'ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM FALLSVILLE,
 FG0838'NEWTON COUNTY, IN THE NE 1/4 SEC. 9, T. 13 N., R. 23 W., 25 FEET EAST
 FG0838'OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTH OF THE CORNER OF A
 FG0838'RAIL FENCE RUNNING SOUTH AND EAST.  A UNITED STATES GEOLOGICAL SURVEY
 FG0838'STANDARD DISK, STAMPED 2229.356 TT 60 TX 1931 AND SET IN THE TOP OF A
 FG0838'CONCRETE POST.
 FG0838
 FG0838                          STATION RECOVERY (1935)
 FG0838
 FG0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0868 ***********************************************************************
 FG0868  DESIGNATION -  TT 63
 FG0868  PID         -  FG0868
 FG0868  STATE/COUNTY-  AR/JOHNSON
 FG0868  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0868
 FG0868                         *CURRENT SURVEY CONTROL
 FG0868  ___________________________________________________________________
 FG0868* NAD 83(1986)-  35 41 47.     (N)    093 11 46.     (W)     SCALED    
 FG0868* NAVD 88     -       502.449  (meters)    1648.45   (feet)  ADJUSTED  
 FG0868  ___________________________________________________________________
 FG0868  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FG0868  DYNAMIC HT  -         501.965 (meters)    1646.86  (feet)  COMP
 FG0868  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 FG0868
 FG0868  VERT ORDER  -  SECOND    CLASS 0
 FG0868
 FG0868.The horizontal coordinates were scaled from a topographic map and have
 FG0868.an estimated accuracy of +/- 6 seconds.
 FG0868
 FG0868.The orthometric height was determined by differential leveling
 FG0868.and adjusted by the National Geodetic Survey in June 1991..
 FG0868
 FG0868.The geoid height was determined by GEOID03.
 FG0868
 FG0868.The dynamic height is computed by dividing the NAVD 88
 FG0868.geopotential number by the normal gravity value computed on the
 FG0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0868.degrees latitude (g = 980.6199 gals.).
 FG0868
 FG0868.The modeled gravity was interpolated from observed gravity values.
 FG0868
 FG0868;                    North         East    Units  Estimated Accuracy
 FG0868;SPC AR N     -   151,880.      291,750.      MT  (+/- 180 meters Scaled)
 FG0868
 FG0868                          SUPERSEDED SURVEY CONTROL
 FG0868
 FG0868  NGVD 29 (??/??/92)  502.38   (m)         1648.2    (f) COMPUTED    2 0
 FG0868
 FG0868.Superseded values are not recommended for survey control.
 FG0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0868.See file dsdata.txt to determine how the superseded data were derived.
 FG0868
 FG0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV822502(NAD 83)
 FG0868_MARKER: DB = BENCH MARK DISK
 FG0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0868_STAMPING: T.T. 63 TX 1931 1648 FT.
 FG0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0868+STABILITY: SURFACE MOTION
 FG0868
 FG0868  HISTORY     - Date     Condition        Report By
 FG0868  HISTORY     - 1931     MONUMENTED       USGS
 FG0868  HISTORY     - 1935     GOOD             NGS
 FG0868
 FG0868                          STATION DESCRIPTION
 FG0868
 FG0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0868'3.9 MI NE FROM FT. DOUGLAS.
 FG0868'3.9 MILES NORTHEAST OF, ALONG ST. HWY. 123, FROM POST OFFICE.  32.8
 FG0868'FEET EAST OF SOUTHEAST CORNER OF LOG BARN.  24 FEET NORTHEAST OF
 FG0868'CENTERLINE OF BARNYARD GATE.  16 FEET WEST OF CENTERLINE OF ST. HWY.
 FG0868'123.  14 FEET NORTH OF CENTERLINE OF DRIVEWAY INTO CRAMER RUTLEGE
 FG0868'FARM.  2.5 FEET SOUTH OF BARNYARD RAIL FENCE CORNER.  TABLET SET IN
 FG0868'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0867 ***********************************************************************
 FG0867  DESIGNATION -  TT 64
 FG0867  PID         -  FG0867
 FG0867  STATE/COUNTY-  AR/JOHNSON
 FG0867  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0867
 FG0867                         *CURRENT SURVEY CONTROL
 FG0867  ___________________________________________________________________
 FG0867* NAD 83(1986)-  35 42 25.     (N)    093 10 10.     (W)     SCALED    
 FG0867* NAVD 88     -       505.629  (meters)    1658.88   (feet)  ADJUSTED  
 FG0867  ___________________________________________________________________
 FG0867  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FG0867  DYNAMIC HT  -         505.140 (meters)    1657.28  (feet)  COMP
 FG0867  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FG0867
 FG0867  VERT ORDER  -  SECOND    CLASS 0
 FG0867
 FG0867.The horizontal coordinates were scaled from a topographic map and have
 FG0867.an estimated accuracy of +/- 6 seconds.
 FG0867
 FG0867.The orthometric height was determined by differential leveling
 FG0867.and adjusted by the National Geodetic Survey in June 1991..
 FG0867
 FG0867.The geoid height was determined by GEOID03.
 FG0867
 FG0867.The dynamic height is computed by dividing the NAVD 88
 FG0867.geopotential number by the normal gravity value computed on the
 FG0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0867.degrees latitude (g = 980.6199 gals.).
 FG0867
 FG0867.The modeled gravity was interpolated from observed gravity values.
 FG0867
 FG0867;                    North         East    Units  Estimated Accuracy
 FG0867;SPC AR N     -   153,020.      294,180.      MT  (+/- 180 meters Scaled)
 FG0867
 FG0867                          SUPERSEDED SURVEY CONTROL
 FG0867
 FG0867  NGVD 29 (??/??/92)  505.56   (m)         1658.7    (f) COMPUTED    2 0
 FG0867
 FG0867.Superseded values are not recommended for survey control.
 FG0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0867.See file dsdata.txt to determine how the superseded data were derived.
 FG0867
 FG0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV846514(NAD 83)
 FG0867_MARKER: DD = SURVEY DISK
 FG0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0867_STAMPING: T.T. 64 TX 1931
 FG0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0867+STABILITY: SURFACE MOTION
 FG0867
 FG0867  HISTORY     - Date     Condition        Report By
 FG0867  HISTORY     - 1931     MONUMENTED       USGS
 FG0867  HISTORY     - 1935     GOOD             NGS
 FG0867
 FG0867                          STATION DESCRIPTION
 FG0867
 FG0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0867'6.0 MI NE FROM FT. DOUGLAS.
 FG0867'6.0 MILES NORTHEAST OF, ALONG ST. HWY. 123, FROM POST OFFICE.  ABOUT
 FG0867'1.3 MILE EAST OF DILLEN POST OFFICE.  ABOUT .1 MILE NORTHWEST OF ROAD
 FG0867'FORK WITH CEDAR TREE AT POINT.  ABOUT 154 FEET SOUTHEAST OF CHIMNEY AT
 FG0867'SOUTHEAST END OF ENOCH SEXTON FARMHOUSE.  91.5 FEET NORTHWEST OF WEST
 FG0867'CORNER OF LOG BARN.  32 FEET NORTHEAST OF CENTER-LINE OF ST. HWY. 123.
 FG0867'16.5 FEET WEST OF TELEPHONE POLE. TABLET SET IN PRECAST CONCRETE
 FG0867'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0864 ***********************************************************************
 FG0864  DESIGNATION -  TT 65
 FG0864  PID         -  FG0864
 FG0864  STATE/COUNTY-  AR/POPE
 FG0864  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0864
 FG0864                         *CURRENT SURVEY CONTROL
 FG0864  ___________________________________________________________________
 FG0864* NAD 83(1986)-  35 42 47.     (N)    093 08 12.     (W)     SCALED    
 FG0864* NAVD 88     -       570.323  (meters)    1871.13   (feet)  ADJUSTED  
 FG0864  ___________________________________________________________________
 FG0864  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG0864  DYNAMIC HT  -         569.772 (meters)    1869.33  (feet)  COMP
 FG0864  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 FG0864
 FG0864  VERT ORDER  -  SECOND    CLASS 0
 FG0864
 FG0864.The horizontal coordinates were scaled from a topographic map and have
 FG0864.an estimated accuracy of +/- 6 seconds.
 FG0864
 FG0864.The orthometric height was determined by differential leveling
 FG0864.and adjusted by the National Geodetic Survey in June 1991..
 FG0864
 FG0864.The geoid height was determined by GEOID03.
 FG0864
 FG0864.The dynamic height is computed by dividing the NAVD 88
 FG0864.geopotential number by the normal gravity value computed on the
 FG0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0864.degrees latitude (g = 980.6199 gals.).
 FG0864
 FG0864.The modeled gravity was interpolated from observed gravity values.
 FG0864
 FG0864;                    North         East    Units  Estimated Accuracy
 FG0864;SPC AR N     -   153,660.      297,150.      MT  (+/- 180 meters Scaled)
 FG0864
 FG0864                          SUPERSEDED SURVEY CONTROL
 FG0864
 FG0864  NGVD 29 (??/??/92)  570.25   (m)         1870.9    (f) COMPUTED    2 0
 FG0864
 FG0864.Superseded values are not recommended for survey control.
 FG0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0864.See file dsdata.txt to determine how the superseded data were derived.
 FG0864
 FG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV876521(NAD 83)
 FG0864_MARKER: DB = BENCH MARK DISK
 FG0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0864_SP_SET: OAK STUMP
 FG0864_STAMPING: T.T. 65 TX 1931
 FG0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0864
 FG0864  HISTORY     - Date     Condition        Report By
 FG0864  HISTORY     - 1931     MONUMENTED       USGS
 FG0864  HISTORY     - 1935     GOOD             NGS
 FG0864
 FG0864                          STATION DESCRIPTION
 FG0864
 FG0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0864'3.4 MI SW FROM PELSOR.
 FG0864'3.4 MILES SOUTHWEST OF, ALONG ST. HWY. 123, FROM T. J. HANKINS STORE.
 FG0864'OUTSIDE OF HORSESHOE CURVE.  114 FEET EAST OF NORTHEAST CORNER OF JOHN
 FG0864'C. FREEMAN FARM HOUSE.  48 FEET EAST OF CENTERLINE OF DRIVEWAY TO
 FG0864'FREEMAN FARM.  32 FEET SOUTH OF CENTERLINE OF ST. HWY. 123.  11.5 FEET
 FG0864'SOUTHEAST OF OAK STUMP 1.8 FT. IN DIAMETER AT TOP, 3.7 FT. HIGH
 FG0864'PAINTED U.S.B.M. 1870.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0970 ***********************************************************************
 FG0970  DESIGNATION -  TT 66
 FG0970  PID         -  FG0970
 FG0970  STATE/COUNTY-  AR/POPE
 FG0970  USGS QUAD   -  SAND GAP (1980)
 FG0970
 FG0970                         *CURRENT SURVEY CONTROL
 FG0970  ___________________________________________________________________
 FG0970* NAD 83(1986)-  35 43 17.     (N)    093 05 45.     (W)     SCALED    
 FG0970* NAVD 88     -       605.075  (meters)    1985.15   (feet)  ADJUSTED  
 FG0970  ___________________________________________________________________
 FG0970  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG0970  DYNAMIC HT  -         604.486 (meters)    1983.22  (feet)  COMP
 FG0970  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 FG0970
 FG0970  VERT ORDER  -  SECOND    CLASS 0
 FG0970
 FG0970.The horizontal coordinates were scaled from a topographic map and have
 FG0970.an estimated accuracy of +/- 6 seconds.
 FG0970
 FG0970.The orthometric height was determined by differential leveling
 FG0970.and adjusted by the National Geodetic Survey in June 1991..
 FG0970
 FG0970.The geoid height was determined by GEOID03.
 FG0970
 FG0970.The dynamic height is computed by dividing the NAVD 88
 FG0970.geopotential number by the normal gravity value computed on the
 FG0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0970.degrees latitude (g = 980.6199 gals.).
 FG0970
 FG0970.The modeled gravity was interpolated from observed gravity values.
 FG0970
 FG0970;                    North         East    Units  Estimated Accuracy
 FG0970;SPC AR N     -   154,550.      300,860.      MT  (+/- 180 meters Scaled)
 FG0970
 FG0970                          SUPERSEDED SURVEY CONTROL
 FG0970
 FG0970  NGVD 29 (??/??/92)  604.990  (m)         1984.87   (f) ADJ UNCH    2 0
 FG0970
 FG0970.Superseded values are not recommended for survey control.
 FG0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0970.See file dsdata.txt to determine how the superseded data were derived.
 FG0970
 FG0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV913530(NAD 83)
 FG0970_MARKER: DB = BENCH MARK DISK
 FG0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0970_STAMPING: T.T. 66TX 1931
 FG0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0970+STABILITY: SURFACE MOTION
 FG0970
 FG0970  HISTORY     - Date     Condition        Report By
 FG0970  HISTORY     - 1931     MONUMENTED       CGS
 FG0970  HISTORY     - 1935     GOOD             NGS
 FG0970
 FG0970                          STATION DESCRIPTION
 FG0970
 FG0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0970'IN PELSOR.
 FG0970'AT PELSOR (SAND GAP), ABOUT 145 FEET NORTH OF NORTH CORNER OF T.J.
 FG0970'HANKINS STORE.  56 FEET NORTHWEST OF CENTERLINE OF ST. HWY. 16.  34
 FG0970'FEET NORTHEAST OF CENTERLINE OF ST. HWY. 7.  25 FEET NORTH OF
 FG0970'NORTHWEST END OF CORRUGATED PIPE CULVERT FOR HWY. 16.  13.8 FEET WEST
 FG0970'OF WEST CORNER OF STONE WELL CURB.  2 FEET ABOVE LEVEL OF HIGHWAY.
 FG0970'DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0968 ***********************************************************************
 FG0968  DESIGNATION -  TT 67
 FG0968  PID         -  FG0968
 FG0968  STATE/COUNTY-  AR/POPE
 FG0968  USGS QUAD   -  SAND GAP (1980)
 FG0968
 FG0968                         *CURRENT SURVEY CONTROL
 FG0968  ___________________________________________________________________
 FG0968* NAD 83(1986)-  35 40 57.     (N)    093 05 46.     (W)     SCALED    
 FG0968* NAVD 88     -       612.465  (meters)    2009.40   (feet)  ADJUSTED  
 FG0968  ___________________________________________________________________
 FG0968  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FG0968  DYNAMIC HT  -         611.865 (meters)    2007.43  (feet)  COMP
 FG0968  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FG0968
 FG0968  VERT ORDER  -  SECOND    CLASS 0
 FG0968
 FG0968.The horizontal coordinates were scaled from a topographic map and have
 FG0968.an estimated accuracy of +/- 6 seconds.
 FG0968
 FG0968.The orthometric height was determined by differential leveling
 FG0968.and adjusted by the National Geodetic Survey in June 1991..
 FG0968
 FG0968.The geoid height was determined by GEOID03.
 FG0968
 FG0968.The dynamic height is computed by dividing the NAVD 88
 FG0968.geopotential number by the normal gravity value computed on the
 FG0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0968.degrees latitude (g = 980.6199 gals.).
 FG0968
 FG0968.The modeled gravity was interpolated from observed gravity values.
 FG0968
 FG0968;                    North         East    Units  Estimated Accuracy
 FG0968;SPC AR N     -   150,230.      300,780.      MT  (+/- 180 meters Scaled)
 FG0968
 FG0968                          SUPERSEDED SURVEY CONTROL
 FG0968
 FG0968  NGVD 29 (??/??/92)  612.385  (m)         2009.13   (f) ADJ UNCH    2 0
 FG0968
 FG0968.Superseded values are not recommended for survey control.
 FG0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0968.See file dsdata.txt to determine how the superseded data were derived.
 FG0968
 FG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV913487(NAD 83)
 FG0968_MARKER: DD = SURVEY DISK
 FG0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0968_STAMPING: T.T 67 TX 1931
 FG0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0968+STABILITY: SURFACE MOTION
 FG0968
 FG0968  HISTORY     - Date     Condition        Report By
 FG0968  HISTORY     - 1931     MONUMENTED       USGS
 FG0968  HISTORY     - 1934     GOOD             NGS
 FG0968
 FG0968                          STATION DESCRIPTION
 FG0968
 FG0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0968'7.2 MI S FROM LURTON.
 FG0968'IN POPE COUNTY, 7.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE POST
 FG0968'OFFICE AT LURTON, 31.8 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FG0968'26.4 FEET WEST OF A 10 INCH TREE, 11.8 FEET NORTHWEST OF A WELL WITH A
 FG0968'ROCK CURBING, 6.2 FEET EAST OF A 14 INCH TREE STUMP.  SET IN THE TOP
 FG0968'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0116 ***********************************************************************
 DL0116  DESIGNATION -  TT 7 E
 DL0116  PID         -  DL0116
 DL0116  STATE/COUNTY-  AR/UNION
 DL0116  USGS QUAD   -  NEW LONDON (1981)
 DL0116
 DL0116                         *CURRENT SURVEY CONTROL
 DL0116  ___________________________________________________________________
 DL0116* NAD 83(1986)-  33 10 19.     (N)    092 15 53.     (W)     SCALED    
 DL0116* NAVD 88     -        41.682  (meters)     136.75   (feet)  ADJUSTED  
 DL0116  ___________________________________________________________________
 DL0116  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DL0116  DYNAMIC HT  -          41.637 (meters)     136.60  (feet)  COMP
 DL0116  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 DL0116
 DL0116  VERT ORDER  -  FIRST     CLASS II
 DL0116
 DL0116.The horizontal coordinates were scaled from a topographic map and have
 DL0116.an estimated accuracy of +/- 6 seconds.
 DL0116
 DL0116.The orthometric height was determined by differential leveling
 DL0116.and adjusted by the National Geodetic Survey in June 1991..
 DL0116
 DL0116.The geoid height was determined by GEOID03.
 DL0116
 DL0116.The dynamic height is computed by dividing the NAVD 88
 DL0116.geopotential number by the normal gravity value computed on the
 DL0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0116.degrees latitude (g = 980.6199 gals.).
 DL0116
 DL0116.The modeled gravity was interpolated from observed gravity values.
 DL0116
 DL0116;                    North         East    Units  Estimated Accuracy
 DL0116;SPC AR S     -   456,080.      375,310.      MT  (+/- 180 meters Scaled)
 DL0116
 DL0116                          SUPERSEDED SURVEY CONTROL
 DL0116
 DL0116  NGVD 29 (??/??/92)   41.737  (m)          136.93   (f) ADJ UNCH    1 2
 DL0116
 DL0116.Superseded values are not recommended for survey control.
 DL0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0116.See file dsdata.txt to determine how the superseded data were derived.
 DL0116
 DL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS685705(NAD 83)
 DL0116_MARKER: DD = SURVEY DISK
 DL0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0116_STAMPING: TT 7 E 1932 137
 DL0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0116+STABILITY: SURFACE MOTION
 DL0116
 DL0116  HISTORY     - Date     Condition        Report By
 DL0116  HISTORY     - 1932     MONUMENTED       USGS
 DL0116  HISTORY     - 1960     GOOD             NGS
 DL0116
 DL0116                          STATION DESCRIPTION
 DL0116
 DL0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0116'11.25 MI NW FROM FELSENTHAL.
 DL0116'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0116'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD TO THE
 DL0116'INTERSECTION OF U. S. HIGHWAY 82, THENCE 2.5 MILES NORTHWEST ALONG A
 DL0116'GRADED DIRT ROAD TO A DIRT ROAD INTERSECTION, THENCE 1.35 MILES
 DL0116'NORTHWEST ALONG AN ABANDONED RAILROAD GRADE, IN SECTION 5, T 18 S, R
 DL0116'11 W, 61 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE,
 DL0116'92 FEET WEST OF THE CENTER OF THE INTERSECTION OF A DIM WOODS ROAD, 31
 DL0116'FEET NORTHWEST OF THE CENTER LINE OF THE WOODS ROAD, 15 1/2 FEET
 DL0116'WEST-NORTHWEST OF A 14-INCH OAK TREE MARKED WITH A TRIANGULAR BLAZE ON
 DL0116'THE NORTHEAST SIDE, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 DL0116'2 FEET ABOVE THE LEVEL OF THE OLD RAILROAD GRADE, AND IN THE TOP OF A
 DL0116'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- A ROAD HAS BEEN BUILT ALONG
 DL0116'THE OLD ABANDONED RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0445 ***********************************************************************
 EJ0445  DESIGNATION -  TT 7 H
 EJ0445  PID         -  EJ0445
 EJ0445  STATE/COUNTY-  AR/PULASKI
 EJ0445  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0445
 EJ0445                         *CURRENT SURVEY CONTROL
 EJ0445  ___________________________________________________________________
 EJ0445* NAD 83(1986)-  34 52 26.     (N)    092 20 47.     (W)     SCALED    
 EJ0445* NAVD 88     -        88.783  (meters)     291.28   (feet)  POSTED    
 EJ0445  ___________________________________________________________________
 EJ0445  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EJ0445  DYNAMIC HT  -          88.700 (meters)     291.01  (feet)  COMP
 EJ0445  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 EJ0445
 EJ0445  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EJ0445
 EJ0445.The horizontal coordinates were scaled from a topographic map and have
 EJ0445.an estimated accuracy of +/- 6 seconds.
 EJ0445
 EJ0445.The orthometric height was determined by differential leveling
 EJ0445.and adjusted by the National Geodetic Survey in 1992..
 EJ0445.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EJ0445.rate of 1.1 thru 2.0 mm/km.
 EJ0445
 EJ0445.The geoid height was determined by GEOID03.
 EJ0445
 EJ0445.The dynamic height is computed by dividing the NAVD 88
 EJ0445.geopotential number by the normal gravity value computed on the
 EJ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0445.degrees latitude (g = 980.6199 gals.).
 EJ0445
 EJ0445.The modeled gravity was interpolated from observed gravity values.
 EJ0445
 EJ0445;                    North         East    Units  Estimated Accuracy
 EJ0445;SPC AR S     -   644,870.      368,330.      MT  (+/- 180 meters Scaled)
 EJ0445
 EJ0445                          SUPERSEDED SURVEY CONTROL
 EJ0445
 EJ0445  NGVD 29 (??/??/92)   88.820  (m)          291.40   (f) ADJ UNCH    2 0
 EJ0445
 EJ0445.Superseded values are not recommended for survey control.
 EJ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0445.See file dsdata.txt to determine how the superseded data were derived.
 EJ0445
 EJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU597592(NAD 83)
 EJ0445_MARKER: DB = BENCH MARK DISK
 EJ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0445_STAMPING: T T 7 H 1935
 EJ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0445+STABILITY: SURFACE MOTION
 EJ0445
 EJ0445  HISTORY     - Date     Condition        Report By
 EJ0445  HISTORY     - 1935     MONUMENTED       USGS
 EJ0445  HISTORY     - 1955     GOOD             NGS
 EJ0445
 EJ0445                          STATION DESCRIPTION
 EJ0445
 EJ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0445'1.7 MI NE FROM MARCHE.
 EJ0445'0.6 MILE NORTH ALONG A GRAVELED ROAD FROM THE MARCHE GROCERY AT
 EJ0445'MARCHE, THENCE 0.9 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 EJ0445'NORTHWEST ALONG U.S. HIGHWAY 65, 55 YARDS SOUTHEAST OF THE TOP OF A
 EJ0445'HILL, ACROSS THE HIGHWAY FROM A GROCERY STORE, 107.5 FEET NORTHWEST OF
 EJ0445'A LONE 14 INCH CEDAR TREE, 78.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 EJ0445'OF A HOUSE, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.8
 EJ0445'FEET NORTHWEST OF AN 18 INCH OAK TREE, SET IN THE TOP OF A CONCRETE
 EJ0445'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1523 ***********************************************************************
 DL1523  DESIGNATION -  TT 7 WHV
 DL1523  PID         -  DL1523
 DL1523  STATE/COUNTY-  AR/LAFAYETTE
 DL1523  USGS QUAD   -  CANFIELD (1975)
 DL1523
 DL1523                         *CURRENT SURVEY CONTROL
 DL1523  ___________________________________________________________________
 DL1523* NAD 83(1997)-  33 14 56.15706(N)    093 40 40.47540(W)     ADJUSTED  
 DL1523* NAVD 88     -        68.38   (+/-2cm)     224.3    (feet)  VERTCON   
 DL1523  ___________________________________________________________________
 DL1523  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DL1523  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DL1523
 DL1523  HORZ ORDER  -  SECOND
 DL1523  VERT ORDER  -  THIRD ? (See Below)
 DL1523
 DL1523.The horizontal coordinates were established by classical geodetic methods
 DL1523.and adjusted by the National Geodetic Survey in September 1999..
 DL1523
 DL1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1523.The vertical order pertains to the NGVD 29 superseded value.
 DL1523
 DL1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1523
 DL1523.The geoid height was determined by GEOID03.
 DL1523
 DL1523;                    North         East     Units Scale Factor Converg.
 DL1523;SPC AR S     -   465,863.187   243,640.919   MT  1.00001171   -0 56 20.8
 DL1523;SPC AR S     - 1,528,419.47    799,345.25   sFT  1.00001171   -0 56 20.8
 DL1523;UTM  15      - 3,679,089.013   436,850.327   MT  0.99964917   -0 22 18.1
 DL1523
 DL1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1523!SPC AR S     -   0.99999344  x   1.00001171  =   1.00000515
 DL1523!UTM  15      -   0.99999344  x   0.99964917  =   0.99964261
 DL1523
 DL1523|---------------------------------------------------------------------|
 DL1523| PID    Reference Object                     Distance      Geod. Az  |
 DL1523|                                                           dddmmss.s |
 DL1523| CX7295 TT 7 WHV RM 1                        33.787 METERS 06109     |
 DL1523| DL1506 MARS                                APPROX.13.3 KM 0870509.4 |
 DL1523| CX7296 TT 7 WHV RM 2                        33.690 METERS 15251     |
 DL1523| CX7294 TT 7 WHV AZ MK                                     1752659.2 |
 DL1523|---------------------------------------------------------------------|
 DL1523
 DL1523                          SUPERSEDED SURVEY CONTROL
 DL1523
 DL1523  NAD 83(1997)-  33 14 56.16424(N)    093 40 40.46640(W) AD(       ) 2
 DL1523  NAD 83(1986)-  33 14 56.16761(N)    093 40 40.46308(W) AD(       ) 2
 DL1523  NAD 27      -  33 14 55.70900(N)    093 40 39.82500(W) AD(       ) 2
 DL1523  NGVD 29 (07/19/86)   68.42   (m)          224.5    (f) LEVELING    3  
 DL1523
 DL1523.Superseded values are not recommended for survey control.
 DL1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1523.See file dsdata.txt to determine how the superseded data were derived.
 DL1523
 DL1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3685079089(NAD 83)
 DL1523_MARKER: DD = SURVEY DISK
 DL1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1523
 DL1523  HISTORY     - Date     Condition        Report By
 DL1523  HISTORY     - 1951     MONUMENTED       USGS
 DL1523  HISTORY     - 1963     GOOD             CGS
 DL1523
 DL1523                          STATION DESCRIPTION
 DL1523
 DL1523'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 DL1523'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF GARLAND,
 DL1523'ON PROPERTY OWNED BY E.W. COPELAND.  IT IS 81 FEET SOUTH OF THE
 DL1523'SOUTHEAST CORNER OF A BARN, AND 36 FEET EAST OF THE CENTER
 DL1523'OF A GRAVELED ROAD.
 DL1523'
 DL1523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL1523'STATE HIGHWAY 134 IN GARLAND.  GO EAST ON HIGHWAY 82 FOR 2.9
 DL1523'MILES TO A CROSSROADS AND A STORE.  TURN RIGHT.  CROSS A RAILROAD
 DL1523'TRACKS, AND GO SOUTH ON A GRAVELED ROAD FOR 1.6 MILES TO A
 DL1523'T-INTERSECTION.  TURN RIGHT AND GO WEST AND SOUTH FOR 1.3 MILES
 DL1523'TO A FORK.  BEAR LEFT AND CONTINUE WEST AND SOUTH 1.4 MILES
 DL1523'TO A FORK.  BEAR RIGHT AND CONTINUE WEST AND SOUTH 4.1 MILES
 DL1523'TO THE STATION ON THE RIGHT.
 DL1523'
 DL1523'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 DL1523'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 DL1523'
 DL1523'THE STATION MARK IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL
 DL1523'SURVEY SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 DL1523'PROJECTS 6 INCHES.  THE DISK IS STAMPED 1949 TT WHV 7.
 DL1523'
 DL1523'REFERENCE MARK NO. 1 IS 29 FEET SOUTHEAST OF THE CENTER OF THE
 DL1523'ROAD, AND 2 FEET NORTHWEST OF A FENCE.  THE MARK PROJECTS
 DL1523'7 INCHES AND THE DISK IS STAMPED TT WHV 7 U.S.G.S. NO 1 1951.
 DL1523'
 DL1523'REFERENCE MARK NO. 2 IS 24 FEET EAST OF THE CENTER OF THE
 DL1523'ROAD, AND 3 FEET WEST OF A FENCE.  THE MARK PROJECTS 7 INCHES
 DL1523'AND THE DISK IS STAMPED TT WHV 7 U.S.G.S. NO 2 1951.
 DL1523'
 DL1523'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF THE ROAD,
 DL1523'AND 15 FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 8 INCHES
 DL1523'AND THE DISK IS STAMPED TT WHV 7 U.S.G.S. 1951.
 DL1523'
 DL1523'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 DL1523'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DL1523'
 DL1523'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1523
 DL1523                          STATION RECOVERY (1963)
 DL1523
 DL1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1523'THE STATION MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DL1523'CONDITION.  NEITHER THE REFERENCE MARKS NOR THE AZIMUTH MARK
 DL1523'WERE RECOVERED.  THESE MARKS APPEAR TO HAVE BEEN DESTROYED
 DL1523'AND FENCE HAS BEEN REMOVED AND LAND IS FARMED TO EDGE OF THE
 DL1523'ROAD.
 DL1523'
 DL1523'THE STATION MARK IS 81 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 DL1523'BARN, 36 FEET WEST OF THE CENTERLINE OF THE ROAD AND 2-1/2 FEET
 DL1523'NORTHEAST OF A WATER PIPE THAT PROJECTS ABOUT 3 FEET ABOVE
 DL1523'GROUND.
 DL1523'
 DL1523'TO REACH THE STATION FROM THE CROSSROADS AND STORE 2.9 MILES
 DL1523'EAST OF GARLAND, GO SOUTH ACROSS RAILROAD AND CONTINUE SOUTHERLY
 DL1523'ON SURFACED ROAD FOR 4.5 MILES TO A SIDE ROAD RIGHT AT END OF
 DL1523'SURFACED ROAD, TURN RIGHT AND GO WEST AND SOUTH ON GRAVEL ROAD
 DL1523'FOR 4.2 MILES TO STATION IN BARNLOT ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1364 ***********************************************************************
 DL1364  DESIGNATION -  TT 7 Y
 DL1364  PID         -  DL1364
 DL1364  STATE/COUNTY-  AR/UNION
 DL1364  USGS QUAD   -  WESSON (1976)
 DL1364
 DL1364                         *CURRENT SURVEY CONTROL
 DL1364  ___________________________________________________________________
 DL1364* NAD 83(1997)-  33 00 55.01873(N)    092 47 44.69275(W)     ADJUSTED  
 DL1364* NAVD 88     -        70.56   (+/-2cm)     231.5    (feet)  VERTCON   
 DL1364  ___________________________________________________________________
 DL1364  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DL1364  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL1364
 DL1364  HORZ ORDER  -  SECOND
 DL1364  VERT ORDER  -  THIRD ? (See Below)
 DL1364
 DL1364.The horizontal coordinates were established by classical geodetic methods
 DL1364.and adjusted by the National Geodetic Survey in September 1999..
 DL1364
 DL1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1364.The vertical order pertains to the NGVD 29 superseded value.
 DL1364
 DL1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1364
 DL1364.The geoid height was determined by GEOID03.
 DL1364
 DL1364;                    North         East     Units Scale Factor Converg.
 DL1364;SPC AR S     -   438,956.334   325,642.766   MT  1.00007530   -0 26 43.3
 DL1364;SPC AR S     - 1,440,142.57  1,068,379.64   sFT  1.00007530   -0 26 43.3
 DL1364;SPC LA N     -   278,938.526   972,363.489   MT  1.00009810   -0 09 22.9
 DL1364;SPC LA N     -   915,150.81  3,190,162.55   sFT  1.00009810   -0 09 22.9
 DL1364;UTM  15      - 3,652,999.746   519,077.098   MT  0.99960449   +0 06 40.6
 DL1364
 DL1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1364!SPC AR S     -   0.99999304  x   1.00007530  =   1.00006834
 DL1364!SPC LA N     -   0.99999304  x   1.00009810  =   1.00009114
 DL1364!UTM  15      -   0.99999304  x   0.99960449  =   0.99959753
 DL1364
 DL1364                          SUPERSEDED SURVEY CONTROL
 DL1364
 DL1364  NAD 83(1997)-  33 00 55.02724(N)    092 47 44.68651(W) AD(       ) 2
 DL1364  NAD 83(1997)-  33 00 55.02799(N)    092 47 44.68546(W) AD(       ) 2
 DL1364  NAD 83(1986)-  33 00 55.03121(N)    092 47 44.68375(W) AD(       ) 2
 DL1364  NAD 27      -  33 00 54.52800(N)    092 47 44.10900(W) AD(       ) 2
 DL1364  NGVD 29 (07/19/86)   70.65   (m)          231.8    (f) LEVELING    3  
 DL1364
 DL1364.Superseded values are not recommended for survey control.
 DL1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1364.See file dsdata.txt to determine how the superseded data were derived.
 DL1364
 DL1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1907753000(NAD 83)
 DL1364_MARKER: DD = SURVEY DISK
 DL1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1364+STABILITY: SURFACE MOTION
 DL1364
 DL1364  HISTORY     - Date     Condition        Report By
 DL1364  HISTORY     - 1941     MONUMENTED       USGS
 DL1364
 DL1364                          STATION DESCRIPTION
 DL1364
 DL1364'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (KBJ)
 DL1364'THIS STATION IS LOCATED ABOUT 4 MILES DUE WEST OF JUNCTION CITY,
 DL1364'LOUISIANA, NEAR THE ARKANSAS-LOUISIANA STATE LINE.
 DL1364'
 DL1364'TO REACH THE STATION FROM JUNCTION CITY, GO WEST ON STATE LINE
 DL1364'ROAD FOR 4.2 MILES TO A HOUSE ON THE RIGHT AND STATION IN THE
 DL1364'FRONT YARD.
 DL1364'
 DL1364'STATION MARK IS STAMPED USGS T.T.STA.NO. 7 Y 1927.  THE MARK IS
 DL1364'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 DL1364'20 INCHES.  IT IS 9 FEET EAST OF A 36-INCH OAK TREE, 81 FEET
 DL1364'NORTH OF THE CENTER OF THE STATE LINE ROAD AND 81 FEET SOUTH OF
 DL1364'A NEGRO HOUSE.
 DL1364'
 DL1364'THE MARK IS BATTERED AND THE POST IS LOOSE IN THE GROUND.
 DL1364'
 DL1364'IT IS 12.185 METERS NORTH OF TRIANGULATION STATION ARLA 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0973 ***********************************************************************
 FG0973  DESIGNATION -  TT 72 TX
 FG0973  PID         -  FG0973
 FG0973  STATE/COUNTY-  AR/NEWTON
 FG0973  USGS QUAD   -  LURTON (1980)
 FG0973
 FG0973                         *CURRENT SURVEY CONTROL
 FG0973  ___________________________________________________________________
 FG0973* NAD 83(1986)-  35 46 16.     (N)    093 04 37.     (W)     SCALED    
 FG0973* NAVD 88     -       611.874  (meters)    2007.46   (feet)  ADJUSTED  
 FG0973  ___________________________________________________________________
 FG0973  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0973  DYNAMIC HT  -         611.275 (meters)    2005.49  (feet)  COMP
 FG0973  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 FG0973
 FG0973  VERT ORDER  -  SECOND    CLASS 0
 FG0973
 FG0973.The horizontal coordinates were scaled from a topographic map and have
 FG0973.an estimated accuracy of +/- 6 seconds.
 FG0973
 FG0973.The orthometric height was determined by differential leveling
 FG0973.and adjusted by the National Geodetic Survey in June 1991..
 FG0973
 FG0973.The geoid height was determined by GEOID03.
 FG0973
 FG0973.The dynamic height is computed by dividing the NAVD 88
 FG0973.geopotential number by the normal gravity value computed on the
 FG0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0973.degrees latitude (g = 980.6199 gals.).
 FG0973
 FG0973.The modeled gravity was interpolated from observed gravity values.
 FG0973
 FG0973;                    North         East    Units  Estimated Accuracy
 FG0973;SPC AR N     -   160,040.      302,630.      MT  (+/- 180 meters Scaled)
 FG0973
 FG0973                          SUPERSEDED SURVEY CONTROL
 FG0973
 FG0973  NGVD 29 (??/??/92)  611.780  (m)         2007.15   (f) ADJ UNCH    2 0
 FG0973
 FG0973.Superseded values are not recommended for survey control.
 FG0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0973.See file dsdata.txt to determine how the superseded data were derived.
 FG0973
 FG0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV930585(NAD 83)
 FG0973_MARKER: DD = SURVEY DISK
 FG0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0973_STAMPING: T.T 72 TX 1931
 FG0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0973+STABILITY: SURFACE MOTION
 FG0973
 FG0973  HISTORY     - Date     Condition        Report By
 FG0973  HISTORY     - 1931     MONUMENTED       USGS
 FG0973  HISTORY     - 1931     GOOD             NGS
 FG0973  HISTORY     - 1935     GOOD             NGS
 FG0973
 FG0973                          STATION DESCRIPTION
 FG0973
 FG0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FG0973'IN LURTON.
 FG0973'AT LURTON, ON STATE HIGHWAY 7, 75.7 FEET NORTHWEST OF THE NORTHWEST
 FG0973'CORNER OF THE POST OFFICE, 67 FEET NORTH OF THE CENTER OF THE JUNCTION
 FG0973'WITH STATE HIGHWAY 103, 23.7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FG0973'RESIDENCE OF I.C. SUTTON, 6.1 FEET WEST OF THE WEST END OF A GATE ON
 FG0973'THE SOUTH SIDE OF THE YARD, AND 2 FEET SOUTH OF AN EAST-AND WEST
 FG0973'FENCE.  SET IN THE TOP OF A CONCRETE POST.
 FG0973
 FG0973                          STATION RECOVERY (1935)
 FG0973
 FG0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0976 ***********************************************************************
 FG0976  DESIGNATION -  TT 78 TX
 FG0976  PID         -  FG0976
 FG0976  STATE/COUNTY-  AR/NEWTON
 FG0976  USGS QUAD   -  DEER (1980)
 FG0976
 FG0976                         *CURRENT SURVEY CONTROL
 FG0976  ___________________________________________________________________
 FG0976* NAD 83(1986)-  35 48 42.     (N)    093 07 41.     (W)     SCALED    
 FG0976* NAVD 88     -       613.129  (meters)    2011.57   (feet)  ADJUSTED  
 FG0976  ___________________________________________________________________
 FG0976  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0976  DYNAMIC HT  -         612.535 (meters)    2009.63  (feet)  COMP
 FG0976  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 FG0976
 FG0976  VERT ORDER  -  SECOND    CLASS 0
 FG0976
 FG0976.The horizontal coordinates were scaled from a topographic map and have
 FG0976.an estimated accuracy of +/- 6 seconds.
 FG0976
 FG0976.The orthometric height was determined by differential leveling
 FG0976.and adjusted by the National Geodetic Survey in June 1991..
 FG0976
 FG0976.The geoid height was determined by GEOID03.
 FG0976
 FG0976.The dynamic height is computed by dividing the NAVD 88
 FG0976.geopotential number by the normal gravity value computed on the
 FG0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0976.degrees latitude (g = 980.6199 gals.).
 FG0976
 FG0976.The modeled gravity was interpolated from observed gravity values.
 FG0976
 FG0976;                    North         East    Units  Estimated Accuracy
 FG0976;SPC AR N     -   164,590.      298,060.      MT  (+/- 180 meters Scaled)
 FG0976
 FG0976                          SUPERSEDED SURVEY CONTROL
 FG0976
 FG0976  NGVD 29 (??/??/92)  613.038  (m)         2011.28   (f) ADJ UNCH    2 0
 FG0976
 FG0976.Superseded values are not recommended for survey control.
 FG0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0976.See file dsdata.txt to determine how the superseded data were derived.
 FG0976
 FG0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV884630(NAD 83)
 FG0976_MARKER: DD = SURVEY DISK
 FG0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0976_STAMPING: T.T 78 TX
 FG0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0976+STABILITY: SURFACE MOTION
 FG0976
 FG0976  HISTORY     - Date     Condition        Report By
 FG0976  HISTORY     - UNK      MONUMENTED       USGS
 FG0976  HISTORY     - 1931     GOOD             NGS
 FG0976
 FG0976                          STATION DESCRIPTION
 FG0976
 FG0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FG0976'5.0 MI NW FROM LURTON.
 FG0976'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 FG0976'LURTON, 135 FEET SOUTHEAST OF THE FARMHOUSE OF NOAH LIGHT, 63.2 FEET
 FG0976'EAST OF THE JUNCTION WITH A FARM ROAD LEADING EAST, 38.4 FEET
 FG0976'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 12.2 FEET SOUTHEAST
 FG0976'OF AN 8 INCH OAK TREE TRIANGULARLY BLAZED.  SET IN THE TOP OF A
 FG0976'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0978 ***********************************************************************
 FG0978  DESIGNATION -  TT 79 TX
 FG0978  PID         -  FG0978
 FG0978  STATE/COUNTY-  AR/NEWTON
 FG0978  USGS QUAD   -  DEER (1980)
 FG0978
 FG0978                         *CURRENT SURVEY CONTROL
 FG0978  ___________________________________________________________________
 FG0978* NAD 83(1986)-  35 49 12.     (N)    093 09 47.     (W)     SCALED    
 FG0978* NAVD 88     -       667.595  (meters)    2190.27   (feet)  ADJUSTED  
 FG0978  ___________________________________________________________________
 FG0978  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0978  DYNAMIC HT  -         666.946 (meters)    2188.14  (feet)  COMP
 FG0978  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 FG0978
 FG0978  VERT ORDER  -  SECOND    CLASS 0
 FG0978
 FG0978.The horizontal coordinates were scaled from a topographic map and have
 FG0978.an estimated accuracy of +/- 6 seconds.
 FG0978
 FG0978.The orthometric height was determined by differential leveling
 FG0978.and adjusted by the National Geodetic Survey in June 1991..
 FG0978
 FG0978.The geoid height was determined by GEOID03.
 FG0978
 FG0978.The dynamic height is computed by dividing the NAVD 88
 FG0978.geopotential number by the normal gravity value computed on the
 FG0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0978.degrees latitude (g = 980.6199 gals.).
 FG0978
 FG0978.The modeled gravity was interpolated from observed gravity values.
 FG0978
 FG0978;                    North         East    Units  Estimated Accuracy
 FG0978;SPC AR N     -   165,560.      294,910.      MT  (+/- 180 meters Scaled)
 FG0978
 FG0978                          SUPERSEDED SURVEY CONTROL
 FG0978
 FG0978  NGVD 29 (??/??/92)  667.505  (m)         2189.97   (f) ADJ UNCH    2 0
 FG0978
 FG0978.Superseded values are not recommended for survey control.
 FG0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0978.See file dsdata.txt to determine how the superseded data were derived.
 FG0978
 FG0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV852639(NAD 83)
 FG0978_MARKER: DD = SURVEY DISK
 FG0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0978_STAMPING: T.T 79 TX 1931
 FG0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0978+STABILITY: SURFACE MOTION
 FG0978
 FG0978  HISTORY     - Date     Condition        Report By
 FG0978  HISTORY     - 1931     MONUMENTED       USGS
 FG0978
 FG0978                          STATION DESCRIPTION
 FG0978
 FG0978'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0978'5.4 MI NE FROM DEER.
 FG0978'5.4 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE SCHOOL AT DEER, AT
 FG0978'THE COWELL SCHOOL, 81.6 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FG0978'SCHOOLHOUSE, 40.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 37.4
 FG0978'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE YARD FENCE, 10.5 FEET
 FG0978'EAST OF THE CENTER LINE OF THE EAST SIDE OF THE HOUSE OF LELIA TENSEN,
 FG0978'AND 7.8 FEET SOUTH OF A TRIANGULARLY BLAZED TREE.  SET IN THE TOP OF A
 FG0978'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1324 ***********************************************************************
 DL1324  DESIGNATION -  TT 8 E
 DL1324  PID         -  DL1324
 DL1324  STATE/COUNTY-  AR/UNION
 DL1324  USGS QUAD   -  NEW LONDON (1981)
 DL1324
 DL1324                         *CURRENT SURVEY CONTROL
 DL1324  ___________________________________________________________________
 DL1324* NAD 83(1997)-  33 12 20.87997(N)    092 17 44.77980(W)     ADJUSTED  
 DL1324* NAVD 88     -        51.38   (+/-2cm)     168.6    (feet)  VERTCON   
 DL1324  ___________________________________________________________________
 DL1324  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DL1324  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL1324
 DL1324  HORZ ORDER  -  SECOND
 DL1324  VERT ORDER  -  THIRD ? (See Below)
 DL1324
 DL1324.The horizontal coordinates were established by classical geodetic methods
 DL1324.and adjusted by the National Geodetic Survey in September 1999..
 DL1324
 DL1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1324.The vertical order pertains to the NGVD 29 superseded value.
 DL1324
 DL1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1324
 DL1324.The geoid height was determined by GEOID03.
 DL1324
 DL1324;                    North         East     Units Scale Factor Converg.
 DL1324;SPC AR S     -   459,837.745   372,422.915   MT  1.00002222   -0 09 55.9
 DL1324;SPC AR S     - 1,508,651.00  1,221,857.51   sFT  1.00002222   -0 09 55.9
 DL1324;UTM  15      - 3,674,323.230   565,633.544   MT  0.99965311   +0 23 08.5
 DL1324
 DL1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1324!SPC AR S     -   0.99999605  x   1.00002222  =   1.00001827
 DL1324!UTM  15      -   0.99999605  x   0.99965311  =   0.99964916
 DL1324
 DL1324                          SUPERSEDED SURVEY CONTROL
 DL1324
 DL1324  NAD 83(1997)-  33 12 20.89123(N)    092 17 44.77253(W) AD(       ) 2
 DL1324  NAD 83(1986)-  33 12 20.89229(N)    092 17 44.77208(W) AD(       ) 2
 DL1324  NAD 27      -  33 12 20.44300(N)    092 17 44.27200(W) AD(       ) 2
 DL1324  NGVD 29 (07/19/86)   51.43   (m)          168.7    (f) LEVELING    3  
 DL1324
 DL1324.Superseded values are not recommended for survey control.
 DL1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1324.See file dsdata.txt to determine how the superseded data were derived.
 DL1324
 DL1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6563474323(NAD 83)
 DL1324_MARKER: DD = SURVEY DISK
 DL1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1324+STABILITY: SURFACE MOTION
 DL1324
 DL1324  HISTORY     - Date     Condition        Report By
 DL1324  HISTORY     - 1952     MONUMENTED       USGS
 DL1324  HISTORY     - 1964     GOOD             CGS
 DL1324
 DL1324                          STATION DESCRIPTION
 DL1324
 DL1324'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RCD)
 DL1324'THE STATION IS IN SECTION 25 T 17 S. R 11 W, 7.5 MILES
 DL1324'NORTHEAST OF STRONG, 4 MILES SOUTH OF THE OUACHITA RIVER
 DL1324'AND ON LAND OWNED BY THE UNION LUMBER COMPANY.  IT IS 111
 DL1324'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PAYNE COLORED
 DL1324'SCHOOL HOUSE AND 93 FEET WEST OF THE CENTER OF A DIRT ROAD.
 DL1324'
 DL1324'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION PAYNE,
 DL1324'AND THE DISTANCE IS 242.21 FEET 73.826 METERS NORTH OF THE
 DL1324'STATION PAYNE.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 DL1324'DISK STAMPED TT 8 E 1932, AND IS SET IN A SQUARE CONCRETE
 DL1324'POST THAT PROJECTS 7 INCHES.
 DL1324
 DL1324                          STATION RECOVERY (1964)
 DL1324
 DL1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1324'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 DL1324'242.21 FEET NORTH OF STATION PAYNE, 24 YARDS NORTHEAST OF A
 DL1324'POWERLINE POLE AND 7 FEET EAST OF A CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1387 ***********************************************************************
 DL1387  DESIGNATION -  TT 8 FEW
 DL1387  PID         -  DL1387
 DL1387  STATE/COUNTY-  AR/DALLAS
 DL1387  USGS QUAD   -  PRINCETON WEST (1985)
 DL1387
 DL1387                         *CURRENT SURVEY CONTROL
 DL1387  ___________________________________________________________________
 DL1387* NAD 83(1997)-  33 59 03.88304(N)    092 40 32.77064(W)     ADJUSTED  
 DL1387* NAVD 88     -       108.00   (+/-2cm)     354.3    (feet)  VERTCON   
 DL1387  ___________________________________________________________________
 DL1387  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DL1387  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DL1387
 DL1387  HORZ ORDER  -  SECOND
 DL1387  VERT ORDER  -  THIRD ? (See Below)
 DL1387
 DL1387.The horizontal coordinates were established by classical geodetic methods
 DL1387.and adjusted by the National Geodetic Survey in September 1999..
 DL1387
 DL1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1387.The vertical order pertains to the NGVD 29 superseded value.
 DL1387
 DL1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1387
 DL1387.The geoid height was determined by GEOID03.
 DL1387
 DL1387;                    North         East     Units Scale Factor Converg.
 DL1387;SPC AR S     -   546,359.950   337,563.287   MT  0.99991885   -0 22 41.6
 DL1387;SPC AR S     - 1,792,515.94  1,107,488.88   sFT  0.99991885   -0 22 41.6
 DL1387;UTM  15      - 3,760,474.973   529,947.501   MT  0.99961106   +0 10 52.4
 DL1387
 DL1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1387!SPC AR S     -   0.99998717  x   0.99991885  =   0.99990602
 DL1387!UTM  15      -   0.99998717  x   0.99961106  =   0.99959824
 DL1387
 DL1387                          SUPERSEDED SURVEY CONTROL
 DL1387
 DL1387  NAD 83(1997)-  33 59 03.89224(N)    092 40 32.76292(W) AD(       ) 2
 DL1387  NAD 83(1986)-  33 59 03.89260(N)    092 40 32.76295(W) AD(       ) 2
 DL1387  NAD 27      -  33 59 03.52817(N)    092 40 32.18527(W) AD(       ) 2
 DL1387  NGVD 29 (07/19/86)  108.03   (m)          354.4    (f) LEVELING    3  
 DL1387
 DL1387.Superseded values are not recommended for survey control.
 DL1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1387.See file dsdata.txt to determine how the superseded data were derived.
 DL1387
 DL1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2994860475(NAD 83)
 DL1387_MARKER: DB = BENCH MARK DISK
 DL1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1387+STABILITY: SURFACE MOTION
 DL1387
 DL1387  HISTORY     - Date     Condition        Report By
 DL1387  HISTORY     - 1964     MONUMENTED       USGS
 DL1387
 DL1387                          STATION DESCRIPTION
 DL1387
 DL1387'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (VBM)
 DL1387'THE STATION IS ON THE ROAD RIGHT-OF-WAY ON THE SOUTH SIDE OF
 DL1387'STATE HIGHWAY 8, ABOUT 3 MILES WEST OF PRINCETON, NEAR THE
 DL1387'CENTER OF SECTION 31, T 8 S, R 15 W.  THE MARK IS A STANDARD
 DL1387'U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A
 DL1387'6 X 6 INCH CONCRETE POST, PROJECTING 5 INCHES AND IS STAMPED
 DL1387'TT 8 FEW 1962.  IT IS 3 FEET NORTHEAST OF A POWER POLE, 41
 DL1387'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 8 AND 109 FEET EAST
 DL1387'OF A WITNESS POST.
 DL1387'
 DL1387'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 9 IN
 DL1387'PRINCETON, GO WEST-SOUTHWEST ON HIGHWAY 8 FOR 3.2 MILES TO
 DL1387'THE STATION ON THE LEFT.
 DL1387'
 DL1387'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DL1387'PRINCETON THE DISTANCE BEING 111.05 FEET AND 33.8496 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0902 ***********************************************************************
 EJ0902  DESIGNATION -  TT 8 H
 EJ0902  PID         -  EJ0902
 EJ0902  STATE/COUNTY-  AR/PULASKI
 EJ0902  USGS QUAD   -  FERNDALE (1984)
 EJ0902
 EJ0902                         *CURRENT SURVEY CONTROL
 EJ0902  ___________________________________________________________________
 EJ0902* NAD 83(1986)-  34 48 00.     (N)    092 31 25.     (W)     SCALED    
 EJ0902* NAVD 88     -       104.80   (+/-2cm)     343.8    (feet)  VERTCON   
 EJ0902  ___________________________________________________________________
 EJ0902  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EJ0902
 EJ0902  VERT ORDER  -  ? (See Below)
 EJ0902
 EJ0902.The horizontal coordinates were scaled from a topographic map and have
 EJ0902.an estimated accuracy of +/- 6 seconds.
 EJ0902
 EJ0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0902.The vertical order pertains to the NGVD 29 superseded value.
 EJ0902
 EJ0902.The geoid height was determined by GEOID03.
 EJ0902
 EJ0902;                    North         East    Units  Estimated Accuracy
 EJ0902;SPC AR S     -   636,740.      352,080.      MT  (+/- 180 meters Scaled)
 EJ0902
 EJ0902                          SUPERSEDED SURVEY CONTROL
 EJ0902
 EJ0902  NGVD 29 (??/??/92)  104.834  (m)          343.94   (f) ADJ UNCH    ?  
 EJ0902
 EJ0902.Superseded values are not recommended for survey control.
 EJ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0902.See file dsdata.txt to determine how the superseded data were derived.
 EJ0902
 EJ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU435509(NAD 83)
 EJ0902_MARKER: DB = BENCH MARK DISK
 EJ0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0902_STAMPING: TT 8 H 1935
 EJ0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0902+STABILITY: SURFACE MOTION
 EJ0902
 EJ0902  HISTORY     - Date     Condition        Report By
 EJ0902  HISTORY     - 1935     MONUMENTED       CGS
 EJ0902
 EJ0902                          STATION DESCRIPTION
 EJ0902
 EJ0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0902'3.0 MI NE FROM FERNDALE.
 EJ0902'3.0 MILES NORTHEAST ALONG THE CUT-OFF ROAD LEADING TO STATE HIGHWAY 10
 EJ0902'FROM THE J. W. CARTER STORE AT FERNDALE, PULASKI COUNTY, 0.5 MILE
 EJ0902'SOUTHEAST OF THE STEEL HIGHWAY BRIDGE OVER MAUMELLE RIVER, NEAR THE
 EJ0902'CENTER OF SECTION 20, T 2 N, R 14 W, 66 FEET SOUTH OF POWER LINE POLE
 EJ0902'13, 82 FEET WEST OF A 24-INCH POST OAK TREE, 23 FEET SOUTH OF THE
 EJ0902'CENTERLINE OF THE ROAD, AND 6 FEET SOUTHWEST OF A FENCE CORNER.  A
 EJ0902'STANDARD DISK, STAMPED TT 8 H 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0902'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0823 ***********************************************************************
 FG0823  DESIGNATION -  TT 80
 FG0823  PID         -  FG0823
 FG0823  STATE/COUNTY-  AR/NEWTON
 FG0823  USGS QUAD   -  DEER (1980)
 FG0823
 FG0823                         *CURRENT SURVEY CONTROL
 FG0823  ___________________________________________________________________
 FG0823* NAD 83(1986)-  35 51 10.     (N)    093 11 42.     (W)     SCALED    
 FG0823* NAVD 88     -       667.903  (meters)    2191.28   (feet)  ADJUSTED  
 FG0823  ___________________________________________________________________
 FG0823  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0823  DYNAMIC HT  -         667.244 (meters)    2189.12  (feet)  COMP
 FG0823  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 FG0823
 FG0823  VERT ORDER  -  SECOND    CLASS 0
 FG0823
 FG0823.The horizontal coordinates were scaled from a topographic map and have
 FG0823.an estimated accuracy of +/- 6 seconds.
 FG0823
 FG0823.The orthometric height was determined by differential leveling
 FG0823.and adjusted by the National Geodetic Survey in June 1991..
 FG0823
 FG0823.The geoid height was determined by GEOID03.
 FG0823
 FG0823.The dynamic height is computed by dividing the NAVD 88
 FG0823.geopotential number by the normal gravity value computed on the
 FG0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0823.degrees latitude (g = 980.6199 gals.).
 FG0823
 FG0823.The modeled gravity was interpolated from observed gravity values.
 FG0823
 FG0823;                    North         East    Units  Estimated Accuracy
 FG0823;SPC AR N     -   169,230.      292,060.      MT  (+/- 180 meters Scaled)
 FG0823
 FG0823                          SUPERSEDED SURVEY CONTROL
 FG0823
 FG0823  NGVD 29 (??/??/92)  667.802  (m)         2190.95   (f) ADJ UNCH    2 0
 FG0823
 FG0823.Superseded values are not recommended for survey control.
 FG0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0823.See file dsdata.txt to determine how the superseded data were derived.
 FG0823
 FG0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV823676(NAD 83)
 FG0823_MARKER: DD = SURVEY DISK
 FG0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0823_STAMPING: 2190.947 TT 80 TX 1931
 FG0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0823+STABILITY: SURFACE MOTION
 FG0823
 FG0823  HISTORY     - Date     Condition        Report By
 FG0823  HISTORY     - 1931     MONUMENTED       USGS
 FG0823  HISTORY     - 1935     GOOD             NGS
 FG0823  HISTORY     - 20050519 MARK NOT FOUND   ARHD
 FG0823
 FG0823                          STATION DESCRIPTION
 FG0823
 FG0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0823'2.0 MI NE FROM DEER.
 FG0823'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM DEER, NEWTON COUNTY,
 FG0823'AT THE JUNCTION OF STATE HIGHAY 7, 25 FEET WEST OF A POINT 140 FEET
 FG0823'NORTH OF A SHARP GRASSY POINT FORMED BY THE JUNCTION, 35 FEET WEST OF
 FG0823'THE CENTERLINE OF STATE HIGHWAY 7, AND 7 FEET EAST OF A POINT 23 FEET
 FG0823'NORTH OF A DEAD 12-INCH WHITE-OAK TREE WITH A TRIANGULAR BLAZE.  A
 FG0823'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2190.947 TT 80
 FG0823'TX 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FG0823
 FG0823                          STATION RECOVERY (2005)
 FG0823
 FG0823'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0823'MARK HAS PROBABLY BEEN DESTROYED DUE TO CONSTRUCTION AT THE MENTIONED
 FG0823'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0834 ***********************************************************************
 FG0834  DESIGNATION -  TT 85
 FG0834  PID         -  FG0834
 FG0834  STATE/COUNTY-  AR/NEWTON
 FG0834  USGS QUAD   -  SWAIN (1978)
 FG0834
 FG0834                         *CURRENT SURVEY CONTROL
 FG0834  ___________________________________________________________________
 FG0834* NAD 83(1986)-  35 50 53.     (N)    093 21 40.     (W)     SCALED    
 FG0834* NAVD 88     -       677.918  (meters)    2224.14   (feet)  ADJUSTED  
 FG0834  ___________________________________________________________________
 FG0834  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG0834  DYNAMIC HT  -         677.258 (meters)    2221.97  (feet)  COMP
 FG0834  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 FG0834
 FG0834  VERT ORDER  -  SECOND    CLASS 0
 FG0834
 FG0834.The horizontal coordinates were scaled from a topographic map and have
 FG0834.an estimated accuracy of +/- 6 seconds.
 FG0834
 FG0834.The orthometric height was determined by differential leveling
 FG0834.and adjusted by the National Geodetic Survey in June 1991..
 FG0834
 FG0834.The geoid height was determined by GEOID03.
 FG0834
 FG0834.The dynamic height is computed by dividing the NAVD 88
 FG0834.geopotential number by the normal gravity value computed on the
 FG0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0834.degrees latitude (g = 980.6199 gals.).
 FG0834
 FG0834.The modeled gravity was interpolated from observed gravity values.
 FG0834
 FG0834;                    North         East    Units  Estimated Accuracy
 FG0834;SPC AR N     -   168,900.      277,050.      MT  (+/- 180 meters Scaled)
 FG0834
 FG0834                          SUPERSEDED SURVEY CONTROL
 FG0834
 FG0834  NGVD 29 (??/??/92)  677.832  (m)         2223.85   (f) ADJ UNCH    2 0
 FG0834
 FG0834.Superseded values are not recommended for survey control.
 FG0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0834.See file dsdata.txt to determine how the superseded data were derived.
 FG0834
 FG0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV673671(NAD 83)
 FG0834_MARKER: DD = SURVEY DISK
 FG0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0834_STAMPING: 2223.854 FT TT 85 TX 1931
 FG0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0834+STABILITY: SURFACE MOTION
 FG0834
 FG0834  HISTORY     - Date     Condition        Report By
 FG0834  HISTORY     - 1931     MONUMENTED       USGS
 FG0834  HISTORY     - 1935     GOOD             NGS
 FG0834
 FG0834                          STATION DESCRIPTION
 FG0834
 FG0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0834'1.4 MI W FROM SWAIN.
 FG0834'1.4 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOLHOUSE AT SWAIN,
 FG0834'NEWTON COUNTY, AT THE JUNCTION OF STATE HIGHWAY 21, 81.5 FEET EAST OF
 FG0834'THE SOUTHEAST CORNER OF THE DAVE EDWARDS HOUSE, 77 FEET WEST OF A
 FG0834'16-INCH OAK TREE IN THE CENTER OF THE TRIANGLE FORMED BY THE JUNCTION,
 FG0834'24.2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE DAVE EDWARDS STORE, 8.9
 FG0834'FEET NORTH OF THE SOUTHEAST CORNER OF A GARDEN FENCE, AND 1.4 FEET
 FG0834'EAST OF A NORTH-AND-SOUTH FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 FG0834'STANDARD DISK, STAMPED 2223.854 TT 85 TX 1931 AND SET IN THE TOP OF A
 FG0834'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0832 ***********************************************************************
 FG0832  DESIGNATION -  TT 86
 FG0832  PID         -  FG0832
 FG0832  STATE/COUNTY-  AR/NEWTON
 FG0832  USGS QUAD   -  SWAIN (1978)
 FG0832
 FG0832                         *CURRENT SURVEY CONTROL
 FG0832  ___________________________________________________________________
 FG0832* NAD 83(1986)-  35 50 52.     (N)    093 19 15.     (W)     SCALED    
 FG0832* NAVD 88     -       677.327  (meters)    2222.20   (feet)  ADJUSTED  
 FG0832  ___________________________________________________________________
 FG0832  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0832  DYNAMIC HT  -         676.667 (meters)    2220.03  (feet)  COMP
 FG0832  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 FG0832
 FG0832  VERT ORDER  -  SECOND    CLASS 0
 FG0832
 FG0832.The horizontal coordinates were scaled from a topographic map and have
 FG0832.an estimated accuracy of +/- 6 seconds.
 FG0832
 FG0832.The orthometric height was determined by differential leveling
 FG0832.and adjusted by the National Geodetic Survey in June 1991..
 FG0832
 FG0832.The geoid height was determined by GEOID03.
 FG0832
 FG0832.The dynamic height is computed by dividing the NAVD 88
 FG0832.geopotential number by the normal gravity value computed on the
 FG0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0832.degrees latitude (g = 980.6199 gals.).
 FG0832
 FG0832.The modeled gravity was interpolated from observed gravity values.
 FG0832
 FG0832;                    North         East    Units  Estimated Accuracy
 FG0832;SPC AR N     -   168,820.      280,690.      MT  (+/- 180 meters Scaled)
 FG0832
 FG0832                          SUPERSEDED SURVEY CONTROL
 FG0832
 FG0832  NGVD 29 (??/??/92)  677.241  (m)         2221.91   (f) ADJ UNCH    2 0
 FG0832
 FG0832.Superseded values are not recommended for survey control.
 FG0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0832.See file dsdata.txt to determine how the superseded data were derived.
 FG0832
 FG0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV710671(NAD 83)
 FG0832_MARKER: DB = BENCH MARK DISK
 FG0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0832_STAMPING: TT 86 TX 1931
 FG0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0832+STABILITY: SURFACE MOTION
 FG0832
 FG0832  HISTORY     - Date     Condition        Report By
 FG0832  HISTORY     - 1931     MONUMENTED       CGS
 FG0832  HISTORY     - 1935     GOOD             NGS
 FG0832
 FG0832                          STATION DESCRIPTION
 FG0832
 FG0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FG0832'1.0 MI E FROM SWAIN.
 FG0832'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 16 FROM SWAIN, NEWTON COUNTY,
 FG0832'ABOUT 400 FEET EAST OF THE RALPH SWAIN HOME, ABOUT 40 FEET SOUTH OF
 FG0832'THE CENTER LINE OF THE HIGHWAY, AND 2 FEET EAST OF A POINT 3 FEET
 FG0832'NORTH OF A FENCE CORNER.  A UNITED STATES GEOLOGIACAL SURVEY STANDARD
 FG0832'DISK, STAMPED 2221.915 TT 86 TX 1931 AND SET IN THE TOP OF A CONCRETE
 FG0832'POST.
 FG0832
 FG0832                          STATION RECOVERY (1935)
 FG0832
 FG0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0831 ***********************************************************************
 FG0831  DESIGNATION -  TT 87
 FG0831  PID         -  FG0831
 FG0831  STATE/COUNTY-  AR/NEWTON
 FG0831  USGS QUAD   -  SWAIN (1978)
 FG0831
 FG0831                         *CURRENT SURVEY CONTROL
 FG0831  ___________________________________________________________________
 FG0831* NAD 83(1986)-  35 49 25.     (N)    093 17 16.     (W)     SCALED    
 FG0831* NAVD 88     -       685.893  (meters)    2250.30   (feet)  ADJUSTED  
 FG0831  ___________________________________________________________________
 FG0831  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0831  DYNAMIC HT  -         685.221 (meters)    2248.10  (feet)  COMP
 FG0831  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 FG0831
 FG0831  VERT ORDER  -  SECOND    CLASS 0
 FG0831
 FG0831.The horizontal coordinates were scaled from a topographic map and have
 FG0831.an estimated accuracy of +/- 6 seconds.
 FG0831
 FG0831.The orthometric height was determined by differential leveling
 FG0831.and adjusted by the National Geodetic Survey in June 1991..
 FG0831
 FG0831.The geoid height was determined by GEOID03.
 FG0831
 FG0831.The dynamic height is computed by dividing the NAVD 88
 FG0831.geopotential number by the normal gravity value computed on the
 FG0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0831.degrees latitude (g = 980.6199 gals.).
 FG0831
 FG0831.The modeled gravity was interpolated from observed gravity values.
 FG0831
 FG0831;                    North         East    Units  Estimated Accuracy
 FG0831;SPC AR N     -   166,100.      283,640.      MT  (+/- 180 meters Scaled)
 FG0831
 FG0831                          SUPERSEDED SURVEY CONTROL
 FG0831
 FG0831  NGVD 29 (??/??/92)  685.803  (m)         2250.01   (f) ADJ UNCH    2 0
 FG0831
 FG0831.Superseded values are not recommended for survey control.
 FG0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0831.See file dsdata.txt to determine how the superseded data were derived.
 FG0831
 FG0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV740644(NAD 83)
 FG0831_MARKER: DD = SURVEY DISK
 FG0831_SETTING: 66 = SET IN ROCK OUTCROP
 FG0831_SP_SET: SANDSTONE ROCK
 FG0831_STAMPING: 2250.005 TT 87 TX 1931
 FG0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0831+STABILITY: POSITION/ELEVATION WELL
 FG0831
 FG0831  HISTORY     - Date     Condition        Report By
 FG0831  HISTORY     - 1931     MONUMENTED       USGS
 FG0831  HISTORY     - 1935     GOOD             NGS
 FG0831
 FG0831                          STATION DESCRIPTION
 FG0831
 FG0831'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0831'IN NAIL.
 FG0831'AT NAIL, NEWTON COUNTY, 15 FEET NORTH OF A POINT 30 FEET EAST OF THE
 FG0831'NORTHEAST CORNER OF NAIL BAPTIST CHURCH, ABOUT 50 YARDS SOUTH OF STATE
 FG0831'HIGHWAY 16, 1 FOOT EAST OF A POINT 2 FEET NORTH OF THE NORTHWEST
 FG0831'CORNER OF THE CEMETERY PLOT, AND IN A SANDSTONE ROCK.  A UNITED STATES
 FG0831'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2250.005 TT 87 TX 1931.
 FG0831
 FG0831                          STATION RECOVERY (1935)
 FG0831
 FG0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0829 ***********************************************************************
 FG0829  DESIGNATION -  TT 88
 FG0829  PID         -  FG0829
 FG0829  STATE/COUNTY-  AR/NEWTON
 FG0829  USGS QUAD   -  DEER (1980)
 FG0829
 FG0829                         *CURRENT SURVEY CONTROL
 FG0829  ___________________________________________________________________
 FG0829* NAD 83(1986)-  35 48 55.     (N)    093 14 32.     (W)     SCALED    
 FG0829* NAVD 88     -       621.771  (meters)    2039.93   (feet)  ADJUSTED  
 FG0829  ___________________________________________________________________
 FG0829  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0829  DYNAMIC HT  -         621.165 (meters)    2037.94  (feet)  COMP
 FG0829  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 FG0829
 FG0829  VERT ORDER  -  SECOND    CLASS 0
 FG0829
 FG0829.The horizontal coordinates were scaled from a topographic map and have
 FG0829.an estimated accuracy of +/- 6 seconds.
 FG0829
 FG0829.The orthometric height was determined by differential leveling
 FG0829.and adjusted by the National Geodetic Survey in June 1991..
 FG0829
 FG0829.The geoid height was determined by GEOID03.
 FG0829
 FG0829.The dynamic height is computed by dividing the NAVD 88
 FG0829.geopotential number by the normal gravity value computed on the
 FG0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0829.degrees latitude (g = 980.6199 gals.).
 FG0829
 FG0829.The modeled gravity was interpolated from observed gravity values.
 FG0829
 FG0829;                    North         East    Units  Estimated Accuracy
 FG0829;SPC AR N     -   165,120.      287,750.      MT  (+/- 180 meters Scaled)
 FG0829
 FG0829                          SUPERSEDED SURVEY CONTROL
 FG0829
 FG0829  NGVD 29 (??/??/92)  621.684  (m)         2039.64   (f) ADJ UNCH    2 0
 FG0829
 FG0829.Superseded values are not recommended for survey control.
 FG0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0829.See file dsdata.txt to determine how the superseded data were derived.
 FG0829
 FG0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV781634(NAD 83)
 FG0829_MARKER: DB = BENCH MARK DISK
 FG0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0829_STAMPING: T.T. 88 TX 1931
 FG0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0829+STABILITY: SURFACE MOTION
 FG0829
 FG0829  HISTORY     - Date     Condition        Report By
 FG0829  HISTORY     - 1931     MONUMENTED       CGS
 FG0829  HISTORY     - 1935     GOOD             NGS
 FG0829
 FG0829                          STATION DESCRIPTION
 FG0829
 FG0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0829'2.3 MI W FROM DEER.
 FG0829'ABOUT 2.3 MILE WEST OF DEER, ALONG ST. HWY. 16.  ABOUT 150 FEET
 FG0829'NORTHEAST OF FARM HOUSE OF J. A. TAYLOR.  28 FEET SOUTHWEST OF
 FG0829'CENTERLINE OF ST. HWY. 16.  21 FEET NORTHWEST OF CENTERLINE OF ROAD TO
 FG0829'J. A. TAYLOR FARM.  2.3 FEET SOUTH OF EAST FENCE CORNER.  TABLET SET
 FG0829'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0169 ***********************************************************************
 DL0169  DESIGNATION -  TT 9 C
 DL0169  PID         -  DL0169
 DL0169  STATE/COUNTY-  AR/ASHLEY
 DL0169  USGS QUAD   -  VICK (1985)
 DL0169
 DL0169                         *CURRENT SURVEY CONTROL
 DL0169  ___________________________________________________________________
 DL0169* NAD 83(1986)-  33 15 09.     (N)    092 02 32.     (W)     SCALED    
 DL0169* NAVD 88     -        26.416  (meters)      86.67   (feet)  ADJUSTED  
 DL0169  ___________________________________________________________________
 DL0169  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DL0169  DYNAMIC HT  -          26.388 (meters)      86.57  (feet)  COMP
 DL0169  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DL0169
 DL0169  VERT ORDER  -  SECOND    CLASS 0
 DL0169
 DL0169.The horizontal coordinates were scaled from a topographic map and have
 DL0169.an estimated accuracy of +/- 6 seconds.
 DL0169
 DL0169.The orthometric height was determined by differential leveling
 DL0169.and adjusted by the National Geodetic Survey in June 1991..
 DL0169
 DL0169.The geoid height was determined by GEOID03.
 DL0169
 DL0169.The dynamic height is computed by dividing the NAVD 88
 DL0169.geopotential number by the normal gravity value computed on the
 DL0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0169.degrees latitude (g = 980.6199 gals.).
 DL0169
 DL0169.The modeled gravity was interpolated from observed gravity values.
 DL0169
 DL0169;                    North         East    Units  Estimated Accuracy
 DL0169;SPC AR S     -   464,980.      396,070.      MT  (+/- 180 meters Scaled)
 DL0169
 DL0169                          SUPERSEDED SURVEY CONTROL
 DL0169
 DL0169  NGVD 29 (??/??/92)   26.492  (m)           86.92   (f) ADJ UNCH    2 0
 DL0169
 DL0169.Superseded values are not recommended for survey control.
 DL0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0169.See file dsdata.txt to determine how the superseded data were derived.
 DL0169
 DL0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS892796(NAD 83)
 DL0169_MARKER: DD = SURVEY DISK
 DL0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0169_STAMPING: TT 9 C 1935
 DL0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0169+STABILITY: SURFACE MOTION
 DL0169
 DL0169  HISTORY     - Date     Condition        Report By
 DL0169  HISTORY     - 1935     MONUMENTED       USGS
 DL0169  HISTORY     - 1935     GOOD             NGS
 DL0169
 DL0169                          STATION DESCRIPTION
 DL0169
 DL0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0169'6.2 MI SE FROM VICK.
 DL0169'IN ASHLEY COUNTY, 6.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND
 DL0169'AND PACIFIC RAILROAD FROM THE STATION AT VICK, BRADLEY COUNTY, AT
 DL0169'MILEAGE 32.2, AT THE SIDING AT STILLIONS, 36 YARDS NORTHEAST OF THE
 DL0169'CENTER OF A CROSSING, 150 FEET NORTH OF THE STILLIONS MARKER, 5.1 FEET
 DL0169'SOUTHEAST OF THE WEST CORNER OF A PICKET FENCE, AND 1.3 FEET SOUTHWEST
 DL0169'OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED TT 9 C
 DL0169'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1029 ***********************************************************************
 FG1029  DESIGNATION -  TT 9 TX
 FG1029  PID         -  FG1029
 FG1029  STATE/COUNTY-  AR/POPE
 FG1029  USGS QUAD   -  DOVER (1993)
 FG1029
 FG1029                         *CURRENT SURVEY CONTROL
 FG1029  ___________________________________________________________________
 FG1029* NAD 83(1986)-  35 27 01.     (N)    093 00 05.     (W)     SCALED    
 FG1029* NAVD 88     -       210.946  (meters)     692.08   (feet)  ADJUSTED  
 FG1029  ___________________________________________________________________
 FG1029  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FG1029  DYNAMIC HT  -         210.749 (meters)     691.43  (feet)  COMP
 FG1029  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FG1029
 FG1029  VERT ORDER  -  SECOND    CLASS 0
 FG1029
 FG1029.The horizontal coordinates were scaled from a topographic map and have
 FG1029.an estimated accuracy of +/- 6 seconds.
 FG1029
 FG1029.The orthometric height was determined by differential leveling
 FG1029.and adjusted by the National Geodetic Survey in June 1991..
 FG1029
 FG1029.The geoid height was determined by GEOID03.
 FG1029
 FG1029.The dynamic height is computed by dividing the NAVD 88
 FG1029.geopotential number by the normal gravity value computed on the
 FG1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1029.degrees latitude (g = 980.6199 gals.).
 FG1029
 FG1029.The modeled gravity was interpolated from observed gravity values.
 FG1029
 FG1029;                    North         East    Units  Estimated Accuracy
 FG1029;SPC AR N     -   124,380.      309,100.      MT  (+/- 180 meters Scaled)
 FG1029
 FG1029                          SUPERSEDED SURVEY CONTROL
 FG1029
 FG1029  NGVD 29 (??/??/92)  210.912  (m)          691.97   (f) ADJ UNCH    2 0
 FG1029
 FG1029.Superseded values are not recommended for survey control.
 FG1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1029.See file dsdata.txt to determine how the superseded data were derived.
 FG1029
 FG1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV998229(NAD 83)
 FG1029_MARKER: DD = SURVEY DISK
 FG1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1029_STAMPING: T.T. 9 TX 1931
 FG1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1029+STABILITY: SURFACE MOTION
 FG1029
 FG1029  HISTORY     - Date     Condition        Report By
 FG1029  HISTORY     - 1931     MONUMENTED       USGS
 FG1029  HISTORY     - 1942     GOOD             NGS
 FG1029
 FG1029                          STATION DESCRIPTION
 FG1029
 FG1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FG1029'2.5 MI SW FROM HECTOR.
 FG1029'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 27 FROM HECTOR, POPE COUNTY,
 FG1029'1.4 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 105, NEAR THE QUARTER
 FG1029'CORNER OF SEC. 3 AND SEC. 10, T. 9 N., R. 14 W., AT AN OLD SCHOOL, AND
 FG1029'45 FEET SOUTHEAST OF THE CENTER OF A CROSS ROAD.  A STANDARD DISK,
 FG1029'STAMPED T.T. 9 TX 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1509 ***********************************************************************
 DL1509  DESIGNATION -  TT 9 WHV
 DL1509  PID         -  DL1509
 DL1509  STATE/COUNTY-  AR/LAFAYETTE
 DL1509  USGS QUAD   -  GARLAND (1975)
 DL1509
 DL1509                         *CURRENT SURVEY CONTROL
 DL1509  ___________________________________________________________________
 DL1509* NAD 83(1997)-  33 17 49.71407(N)    093 39 24.02317(W)     ADJUSTED  
 DL1509* NAVD 88     -        68.92   (+/-2cm)     226.1    (feet)  VERTCON   
 DL1509  ___________________________________________________________________
 DL1509  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DL1509  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL1509
 DL1509  HORZ ORDER  -  SECOND
 DL1509  VERT ORDER  -  THIRD ? (See Below)
 DL1509
 DL1509.The horizontal coordinates were established by classical geodetic methods
 DL1509.and adjusted by the National Geodetic Survey in September 1999..
 DL1509
 DL1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1509.The vertical order pertains to the NGVD 29 superseded value.
 DL1509
 DL1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1509
 DL1509.The geoid height was determined by GEOID03.
 DL1509
 DL1509;                    North         East     Units Scale Factor Converg.
 DL1509;SPC AR S     -   471,177.258   245,706.256   MT  1.00000063   -0 55 38.0
 DL1509;SPC AR S     - 1,545,854.05    806,121.27   sFT  1.00000063   -0 55 38.0
 DL1509;UTM  15      - 3,684,421.351   438,862.249   MT  0.99964608   -0 21 37.8
 DL1509
 DL1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1509!SPC AR S     -   0.99999337  x   1.00000063  =   0.99999400
 DL1509!UTM  15      -   0.99999337  x   0.99964608  =   0.99963945
 DL1509
 DL1509                          SUPERSEDED SURVEY CONTROL
 DL1509
 DL1509  NAD 83(1997)-  33 17 49.71967(N)    093 39 24.01439(W) AD(       ) 2
 DL1509  NAD 83(1986)-  33 17 49.72648(N)    093 39 24.01054(W) AD(       ) 2
 DL1509  NAD 27      -  33 17 49.26300(N)    093 39 23.36500(W) AD(       ) 2
 DL1509  NGVD 29 (07/19/86)   68.96   (m)          226.2    (f) LEVELING    3  
 DL1509
 DL1509.Superseded values are not recommended for survey control.
 DL1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1509.See file dsdata.txt to determine how the superseded data were derived.
 DL1509
 DL1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3886284421(NAD 83)
 DL1509_MARKER: DD = SURVEY DISK
 DL1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1509+STABILITY: SURFACE MOTION
 DL1509
 DL1509  HISTORY     - Date     Condition        Report By
 DL1509  HISTORY     - 1951     MONUMENTED       USGS
 DL1509
 DL1509                          STATION DESCRIPTION
 DL1509
 DL1509'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 DL1509'SEE STATION RUSSELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0290 ***********************************************************************
 DL0290  DESIGNATION -  TT 9 Y
 DL0290  PID         -  DL0290
 DL0290  STATE/COUNTY-  AR/UNION
 DL0290  USGS QUAD   -  JUNCTION CITY (1981)
 DL0290
 DL0290                         *CURRENT SURVEY CONTROL
 DL0290  ___________________________________________________________________
 DL0290* NAD 83(1986)-  33 00 49.     (N)    092 43 03.     (W)     SCALED    
 DL0290* NAVD 88     -        53.683  (meters)     176.12   (feet)  ADJUSTED  
 DL0290  ___________________________________________________________________
 DL0290  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0290  DYNAMIC HT  -          53.624 (meters)     175.93  (feet)  COMP
 DL0290  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 DL0290
 DL0290  VERT ORDER  -  SECOND    CLASS 0
 DL0290
 DL0290.The horizontal coordinates were scaled from a topographic map and have
 DL0290.an estimated accuracy of +/- 6 seconds.
 DL0290
 DL0290.The orthometric height was determined by differential leveling
 DL0290.and adjusted by the National Geodetic Survey in June 1991..
 DL0290
 DL0290.The geoid height was determined by GEOID03.
 DL0290
 DL0290.The dynamic height is computed by dividing the NAVD 88
 DL0290.geopotential number by the normal gravity value computed on the
 DL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0290.degrees latitude (g = 980.6199 gals.).
 DL0290
 DL0290.The modeled gravity was interpolated from observed gravity values.
 DL0290
 DL0290;                    North         East    Units  Estimated Accuracy
 DL0290;SPC AR S     -   438,720.      332,950.      MT  (+/- 180 meters Scaled)
 DL0290
 DL0290                          SUPERSEDED SURVEY CONTROL
 DL0290
 DL0290  NGVD 29 (??/??/92)   53.791  (m)          176.48   (f) ADJ UNCH    2 0
 DL0290
 DL0290.Superseded values are not recommended for survey control.
 DL0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0290.See file dsdata.txt to determine how the superseded data were derived.
 DL0290
 DL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS263528(NAD 83)
 DL0290_MARKER: DE = TRAVERSE STATION DISK
 DL0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0290_STAMPING: TT STA NO 9Y 1927
 DL0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0290+STABILITY: SURFACE MOTION
 DL0290
 DL0290  HISTORY     - Date     Condition        Report By
 DL0290  HISTORY     - 1927     MONUMENTED       USGS
 DL0290  HISTORY     - 1969     GOOD             LADH
 DL0290  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0290
 DL0290                          STATION DESCRIPTION
 DL0290
 DL0290'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 DL0290'0.4 MI E FROM JUNCTION CITY.
 DL0290'LOCATED 0.05 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 DL0290'IN JUNCTION CITY, ARKANSAS, THENCE EAST ALONG EAST 3RD. STREET FOR 0.4
 DL0290'MILE TO THE MARK ON THE LEFT.  IT IS 266 FEET NORTHWEST OF THE
 DL0290'CENTERLINE OF EAST 3RD. STREET, 296 FEET NORTHWEST OF THE CHICAGO,
 DL0290'ROCK ISLAND AND PACIFIC RAILROAD DEPOT NORTHWEST CORNER, 22 FEET
 DL0290'SOUTHWEST OF THE CENTERLINE OF THE MAIN RAILROAD TRACK, 31 FEET
 DL0290'NORTHEAST OF THE CENTERLINE OF A RAILROAD SPUR TRACK AND 2 FEET
 DL0290'NORTHEAST OF A STEEL WITNESS POST.  IT IS A USGS TRAVERSE DISK STAMPED
 DL0290'TT STA NO 9Y 1927 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DL0290'GROUND.
 DL0290
 DL0290                          STATION RECOVERY (2004)
 DL0290
 DL0290'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0039 ***********************************************************************
 GF0039  DESIGNATION -  TT C 6
 GF0039  PID         -  GF0039
 GF0039  STATE/COUNTY-  AR/BAXTER
 GF0039  USGS QUAD   -  MIDWAY (1981)
 GF0039
 GF0039                         *CURRENT SURVEY CONTROL
 GF0039  ___________________________________________________________________
 GF0039* NAD 83(1997)-  36 29 55.27295(N)    092 28 58.43742(W)     ADJUSTED  
 GF0039* NAVD 88     -       363.799  (meters)    1193.56   (feet)  ADJUSTED  
 GF0039  ___________________________________________________________________
 GF0039  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GF0039  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0039  DYNAMIC HT  -         363.492 (meters)    1192.56  (feet)  COMP
 GF0039  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 GF0039
 GF0039  HORZ ORDER  -  SECOND
 GF0039  VERT ORDER  -  SECOND    CLASS 0
 GF0039
 GF0039.The horizontal coordinates were established by classical geodetic methods
 GF0039.and adjusted by the National Geodetic Survey in September 1999..
 GF0039
 GF0039.The orthometric height was determined by differential leveling
 GF0039.and adjusted by the National Geodetic Survey in June 1991..
 GF0039
 GF0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0039
 GF0039.The geoid height was determined by GEOID03.
 GF0039
 GF0039.The dynamic height is computed by dividing the NAVD 88
 GF0039.geopotential number by the normal gravity value computed on the
 GF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0039.degrees latitude (g = 980.6199 gals.).
 GF0039
 GF0039.The modeled gravity was interpolated from observed gravity values.
 GF0039
 GF0039;                    North         East     Units Scale Factor Converg.
 GF0039;SPC AR N     -   240,348.148   356,733.229   MT  1.00006324   -0 16 51.6
 GF0039;SPC AR N     -   788,542.22  1,170,382.27   sFT  1.00006324   -0 16 51.6
 GF0039;SPC MO C     -    73,824.236   501,531.996   MT  0.99993336   +0 00 36.6
 GF0039;UTM  15      - 4,039,386.734   546,310.059   MT  0.99962642   +0 18 27.3
 GF0039
 GF0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0039!SPC AR N     -   0.99994737  x   1.00006324  =   1.00001060
 GF0039!SPC MO C     -   0.99994737  x   0.99993336  =   0.99988073
 GF0039!UTM  15      -   0.99994737  x   0.99962642  =   0.99957381
 GF0039
 GF0039                          SUPERSEDED SURVEY CONTROL
 GF0039
 GF0039  NAD 83(1986)-  36 29 55.28298(N)    092 28 58.44091(W) AD(       ) 2
 GF0039  NAD 27      -  36 29 55.04900(N)    092 28 57.86000(W) AD(       ) 2
 GF0039  NGVD 29 (??/??/92)  363.673  (m)         1193.15   (f) ADJ UNCH    2 0
 GF0039
 GF0039.Superseded values are not recommended for survey control.
 GF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0039.See file dsdata.txt to determine how the superseded data were derived.
 GF0039
 GF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4631039387(NAD 83)
 GF0039_MARKER: DD = SURVEY DISK
 GF0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0039_STAMPING: TT C 6 1933 1193
 GF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0039+STABILITY: SURFACE MOTION
 GF0039
 GF0039  HISTORY     - Date     Condition        Report By
 GF0039  HISTORY     - 1933     MONUMENTED       USGS
 GF0039  HISTORY     - 1953     GOOD             USGS
 GF0039  HISTORY     - 1980     GOOD             NGS
 GF0039
 GF0039                          STATION DESCRIPTION
 GF0039
 GF0039'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GF0039'11.3 MI SW FROM GAINESVILLE.
 GF0039'11.3 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION WITH
 GF0039'STATE HIGHWAY 80 AT GAINESVILLE, MO, OZARK COUNTY, 0.2 MILE SOUTH
 GF0039'OF A SERVICE STATION, 100 FEET SOUTH OF A SHARP CURVE TO THE
 GF0039'SOUTH, 45 FEET WEST OF A MISSOURI-ARKANSAS STATE LINE MARKER, 36
 GF0039'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF
 GF0039'A 14-INCH OAK TREE, AND 20 FEET NORTH OF AN OZARK COUNTY SIGN.
 GF0039'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT C
 GF0039'6 1933 1193 AND SET IN THE TOP OF A CONCRETE POST.
 GF0039
 GF0039                          STATION RECOVERY (1953)
 GF0039
 GF0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JCM)
 GF0039'THE STATION IS ABOUT 7-1/4 MILES SOUTH AND 3 MILES WEST OF
 GF0039'GAINSVILLE, MO, 47 FEET EAST OF THE CENTER OF STATE HIGHWAY 5,
 GF0039'17 FEET SOUTHEAST OF A TRIANGLE-BLAZED 16-INCH OAK TREE AND
 GF0039'15 FEET SOUTH OF THE BAXTER-OZARK COUNTY LINE.  IT IS A STANDARD
 GF0039'U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF AN
 GF0039'8 X 8 INCH CONCRETE POST WHICH PROJECTS 1 INCH.  THE DISK IS
 GF0039'STAMPED TT C 6 1933.  A TRAVERSE WAS MADE FROM TRIANGULATION
 GF0039'STATION FIVE AND THE DISTANCE WAS FOUND TO BE 84.04 FEET OR
 GF0039'25.607 METERS SOUTH OF THE STATION.
 GF0039
 GF0039                          STATION RECOVERY (1980)
 GF0039
 GF0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GF0039'11.3 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF U.S.
 GF0039'HIGHWAY 160 AT GAINESVILLE, MO, 36 FEET WEST OF THE CENTERLINE OF THE
 GF0039'HIGHWAY, 23 FEET SOUTH OF A 24 INCH OAK TREE, 18.0 FEET NORTH OF
 GF0039'THE WEST SIGN POST OF WELCOME TO ARKANSAS SIGN, AT THE
 GF0039'ARKANSAS/MISSOURI STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1775 ***********************************************************************
 FF1775  DESIGNATION -  TT CA 10
 FF1775  PID         -  FF1775
 FF1775  STATE/COUNTY-  AR/INDEPENDENCE
 FF1775  USGS QUAD   -  SWIFTON WEST (1980)
 FF1775
 FF1775                         *CURRENT SURVEY CONTROL
 FF1775  ___________________________________________________________________
 FF1775* NAD 83(1997)-  35 50 15.07906(N)    091 14 45.54582(W)     ADJUSTED  
 FF1775* NAVD 88     -        70.63   (+/-2cm)     231.7    (feet)  VERTCON   
 FF1775  ___________________________________________________________________
 FF1775  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FF1775  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF1775
 FF1775  HORZ ORDER  -  THIRD
 FF1775  VERT ORDER  -  THIRD ? (See Below)
 FF1775
 FF1775.The horizontal coordinates were established by classical geodetic methods
 FF1775.and adjusted by the National Geodetic Survey in September 1999..
 FF1775.No horizontal observational check was made to the station.
 FF1775
 FF1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1775.The vertical order pertains to the NGVD 29 superseded value.
 FF1775
 FF1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1775
 FF1775.The geoid height was determined by GEOID03.
 FF1775
 FF1775;                    North         East     Units Scale Factor Converg.
 FF1775;SPC AR N     -   167,139.096   468,119.591   MT  0.99994567   +0 26 19.5
 FF1775;SPC AR N     -   548,355.52  1,535,822.36   sFT  0.99994567   +0 26 19.5
 FF1775;UTM  15      - 3,967,347.479   658,416.692   MT  0.99990924   +1 01 37.8
 FF1775
 FF1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1775!SPC AR N     -   0.99999329  x   0.99994567  =   0.99993896
 FF1775!UTM  15      -   0.99999329  x   0.99990924  =   0.99990253
 FF1775
 FF1775                          SUPERSEDED SURVEY CONTROL
 FF1775
 FF1775  NAD 83(1997)-  35 50 15.08642(N)    091 14 45.54653(W) AD(       ) 3
 FF1775  NAD 83(1986)-  35 50 15.09054(N)    091 14 45.54658(W) AD(       ) 3
 FF1775  NAD 27      -  35 50 14.81980(N)    091 14 45.08410(W) AD(       ) 3
 FF1775  NGVD 29 (07/19/86)   70.55   (m)          231.5    (f) LEVELING    3  
 FF1775
 FF1775.Superseded values are not recommended for survey control.
 FF1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1775.See file dsdata.txt to determine how the superseded data were derived.
 FF1775
 FF1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5841767347(NAD 83)
 FF1775_MARKER: DE = TRAVERSE STATION DISK
 FF1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1775+STABILITY: SURFACE MOTION
 FF1775
 FF1775  HISTORY     - Date     Condition        Report By
 FF1775  HISTORY     - 1954     MONUMENTED       USGS
 FF1775
 FF1775                          STATION DESCRIPTION
 FF1775
 FF1775'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (JCM)
 FF1775'THE STATION IS ABOUT 8 MILES NORTHWEST OF TUCKERMAN AND 6 MILES
 FF1775'NORTHEAST OF CORD NEAR THE WEST EDGE OF THE BLACK RIVER, IN
 FF1775'SECTION 19, R 2 W, T 14 N.  IT IS 33 FEET SOUTHEAST OF THE
 FF1775'CENTER OF A GRAVELED ROAD AND 18 FEET EAST OF A FENCE CORNER.
 FF1775'THE MARK IS A STANDARD BRONZE DISK OF THE UNITED STATES
 FF1775'GEOLOGICAL SURVEY SET IN THE TOP OF A 6 X 6 INCH CONCRETE
 FF1775'POST THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED TT CA 10
 FF1775'1952 231.
 FF1775'
 FF1775'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SLOUGH
 FF1775'AND THE DISTANCE WAS FOUND TO BE 43.61 FEET AND 13.292 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0076 ***********************************************************************
 EK0076  DESIGNATION -  TTS 1 B
 EK0076  PID         -  EK0076
 EK0076  STATE/COUNTY-  AR/POLK
 EK0076  USGS QUAD   -  MENA (1975)
 EK0076
 EK0076                         *CURRENT SURVEY CONTROL
 EK0076  ___________________________________________________________________
 EK0076* NAD 83(1986)-  34 32 30.     (N)    094 10 41.     (W)     SCALED    
 EK0076* NAVD 88     -       307.590  (meters)    1009.15   (feet)  ADJUSTED  
 EK0076  ___________________________________________________________________
 EK0076  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 EK0076  DYNAMIC HT  -         307.259 (meters)    1008.07  (feet)  COMP
 EK0076  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 EK0076
 EK0076  VERT ORDER  -  SECOND    CLASS 0
 EK0076
 EK0076.The horizontal coordinates were scaled from a topographic map and have
 EK0076.an estimated accuracy of +/- 6 seconds.
 EK0076
 EK0076.The orthometric height was determined by differential leveling
 EK0076.and adjusted by the National Geodetic Survey in June 1991..
 EK0076
 EK0076.The geoid height was determined by GEOID03.
 EK0076
 EK0076.The dynamic height is computed by dividing the NAVD 88
 EK0076.geopotential number by the normal gravity value computed on the
 EK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0076.degrees latitude (g = 980.6199 gals.).
 EK0076
 EK0076.The modeled gravity was interpolated from observed gravity values.
 EK0076
 EK0076;                    North         East    Units  Estimated Accuracy
 EK0076;SPC AR S     -   610,090.      200,090.      MT  (+/- 180 meters Scaled)
 EK0076
 EK0076                          SUPERSEDED SURVEY CONTROL
 EK0076
 EK0076  NGVD 29 (??/??/92)  307.505  (m)         1008.87   (f) ADJ UNCH    2 0
 EK0076
 EK0076.Superseded values are not recommended for survey control.
 EK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0076.See file dsdata.txt to determine how the superseded data were derived.
 EK0076
 EK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU919228(NAD 83)
 EK0076_MARKER: DD = SURVEY DISK
 EK0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0076_STAMPING: TT 1 B 1933
 EK0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0076+STABILITY: SURFACE MOTION
 EK0076
 EK0076  HISTORY     - Date     Condition        Report By
 EK0076  HISTORY     - 1933     MONUMENTED       USGS
 EK0076  HISTORY     - 1935     GOOD             NGS
 EK0076  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0076
 EK0076                          STATION DESCRIPTION
 EK0076
 EK0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0076'2.4 MI E FROM DALLAS.
 EK0076'DALLAS ROAD 2.4 MILES EAST OF, (ALONG ST. HWY. 8), FROM DALLAS
 EK0076'SCHOOL.  AT JUNCTION OF ST. HWY. 8 AND THE DALLAS ROAD, 85
 EK0076'FEET SOUTHWEST OF JUNCTION OF THE ROADS, 70 FEET NORTHEAST
 EK0076'OF GATE TO H. THOMPSONS FARMHOUSE, 28.5 FEET NORTH OF CENTERLINE
 EK0076'OF THE DALLAS ROAD, TABLET SET IN TOP OF A PRECAST CONCRETE
 EK0076'POST.
 EK0076
 EK0076                          STATION RECOVERY (1961)
 EK0076
 EK0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1291 ***********************************************************************
 FG1291  DESIGNATION -  TTS 1 H
 FG1291  PID         -  FG1291
 FG1291  STATE/COUNTY-  AR/FRANKLIN
 FG1291  USGS QUAD   -  OZARK (1993)
 FG1291
 FG1291                         *CURRENT SURVEY CONTROL
 FG1291  ___________________________________________________________________
 FG1291* NAD 83(1986)-  35 26 05.     (N)    093 49 54.     (W)     SCALED    
 FG1291* NAVD 88     -       133.016  (meters)     436.40   (feet)  ADJUSTED  
 FG1291  ___________________________________________________________________
 FG1291  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FG1291  DYNAMIC HT  -         132.892 (meters)     436.00  (feet)  COMP
 FG1291  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 FG1291
 FG1291  VERT ORDER  -  SECOND    CLASS 0
 FG1291
 FG1291.The horizontal coordinates were scaled from a topographic map and have
 FG1291.an estimated accuracy of +/- 6 seconds.
 FG1291
 FG1291.The orthometric height was determined by differential leveling
 FG1291.and adjusted by the National Geodetic Survey in June 1991..
 FG1291
 FG1291.The geoid height was determined by GEOID03.
 FG1291
 FG1291.The dynamic height is computed by dividing the NAVD 88
 FG1291.geopotential number by the normal gravity value computed on the
 FG1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1291.degrees latitude (g = 980.6199 gals.).
 FG1291
 FG1291.The modeled gravity was interpolated from observed gravity values.
 FG1291
 FG1291;                    North         East    Units  Estimated Accuracy
 FG1291;SPC AR N     -   123,740.      233,700.      MT  (+/- 180 meters Scaled)
 FG1291
 FG1291                          SUPERSEDED SURVEY CONTROL
 FG1291
 FG1291  NGVD 29 (??/??/92)  132.964  (m)          436.23   (f) ADJ UNCH    2 0
 FG1291
 FG1291.Superseded values are not recommended for survey control.
 FG1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1291.See file dsdata.txt to determine how the superseded data were derived.
 FG1291
 FG1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV245215(NAD 83)
 FG1291_MARKER: DD = SURVEY DISK
 FG1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1291_STAMPING: T.T. 1 H 1934
 FG1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1291+STABILITY: SURFACE MOTION
 FG1291
 FG1291  HISTORY     - Date     Condition        Report By
 FG1291  HISTORY     - 1934     MONUMENTED       USGS
 FG1291  HISTORY     - 1959     GOOD             NGS
 FG1291  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1291  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1291
 FG1291                          STATION DESCRIPTION
 FG1291
 FG1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1291'3.8 MI S FROM OZARK.
 FG1291'ORIGINAL DESCRIPTION-- 3.8 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE
 FG1291'MISSOURI PACIFIC RAILROAD STATION AT OZARK, IN THE CORNER OF A
 FG1291'PASTURE, 45.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4.2 FEET
 FG1291'NORTHEAST OF AN OAK TREE COVERED WITH A GRAPE VINE,  2.7 FEET
 FG1291'NORTHWEST OF THE SOUTHEAST CORNER OF THE PASTURE FENCE, 2.1 FEET WEST
 FG1291'OF A FENCE PARALLELING THE HIGHWAY, AND 1.9 FEET NORTH OF AN
 FG1291'EAST-AND-WEST FENCE.  NOTE-- MARK RECOVERED 4.2 FEET NORTHEAST OF THE
 FG1291'NORTHEAST ONE OF TWO OAK TREES, 3 FEET EAST OF RIGHT OF WAY FENCE AND
 FG1291'JUST NORTH OF A DRIVEWAY LEADING WEST TO A ROCK HOUSE.
 FG1291
 FG1291                          STATION RECOVERY (1963)
 FG1291
 FG1291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1291'MARK NOT FOUND.
 FG1291
 FG1291                          STATION RECOVERY (1984)
 FG1291
 FG1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1026 ***********************************************************************
 FG1026  DESIGNATION -  TTS 10
 FG1026  PID         -  FG1026
 FG1026  STATE/COUNTY-  AR/POPE
 FG1026  USGS QUAD   -  DOVER (1993)
 FG1026
 FG1026                         *CURRENT SURVEY CONTROL
 FG1026  ___________________________________________________________________
 FG1026* NAD 83(1986)-  35 26 55.     (N)    093 02 43.     (W)     SCALED    
 FG1026* NAVD 88     -       150.141  (meters)     492.59   (feet)  ADJUSTED  
 FG1026  ___________________________________________________________________
 FG1026  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FG1026  DYNAMIC HT  -         150.001 (meters)     492.13  (feet)  COMP
 FG1026  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FG1026
 FG1026  VERT ORDER  -  SECOND    CLASS 0
 FG1026
 FG1026.The horizontal coordinates were scaled from a topographic map and have
 FG1026.an estimated accuracy of +/- 6 seconds.
 FG1026
 FG1026.The orthometric height was determined by differential leveling
 FG1026.and adjusted by the National Geodetic Survey in June 1991..
 FG1026
 FG1026.The geoid height was determined by GEOID03.
 FG1026
 FG1026.The dynamic height is computed by dividing the NAVD 88
 FG1026.geopotential number by the normal gravity value computed on the
 FG1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1026.degrees latitude (g = 980.6199 gals.).
 FG1026
 FG1026.The modeled gravity was interpolated from observed gravity values.
 FG1026
 FG1026;                    North         East    Units  Estimated Accuracy
 FG1026;SPC AR N     -   124,230.      305,110.      MT  (+/- 180 meters Scaled)
 FG1026
 FG1026                          SUPERSEDED SURVEY CONTROL
 FG1026
 FG1026  NGVD 29 (??/??/92)  150.103  (m)          492.46   (f) ADJ UNCH    2 0
 FG1026
 FG1026.Superseded values are not recommended for survey control.
 FG1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1026.See file dsdata.txt to determine how the superseded data were derived.
 FG1026
 FG1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV958227(NAD 83)
 FG1026_MARKER: DD = SURVEY DISK
 FG1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1026_STAMPING: T.T. 10 TX 1931
 FG1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1026+STABILITY: SURFACE MOTION
 FG1026
 FG1026  HISTORY     - Date     Condition        Report By
 FG1026  HISTORY     - 1931     MONUMENTED       USGS
 FG1026  HISTORY     - 1935     GOOD             NGS
 FG1026  HISTORY     - 20060125 MARK NOT FOUND   ARHD
 FG1026
 FG1026                          STATION DESCRIPTION
 FG1026
 FG1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1026'IN SCOTTSVILLE.
 FG1026'AT SCOTTSVILLE, POPE COUNTY, 800 FEET EAST OF THE JUNCTION OF STATE
 FG1026'HIGHWAY 27 AND THE GRANNYS GAP ROAD, 200 FEET NORTHWEST OF THE
 FG1026'NORTHWEST CORNER OF THE SCHOOL, 40 FEET WEST OF A CULVERT, 33 FEET
 FG1026'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET EAST OF A FENCE. A
 FG1026'STANDARD DISK, STAMPED T.T. 10 TX 1931 AND SET IN THE TOP OF A
 FG1026'CONCRETE POST.
 FG1026
 FG1026                          STATION RECOVERY (2006)
 FG1026
 FG1026'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MDP)
 FG1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1302 ***********************************************************************
 FG1302  DESIGNATION -  TTS 10 B
 FG1302  PID         -  FG1302
 FG1302  STATE/COUNTY-  AR/LOGAN
 FG1302  USGS QUAD   -  BRANCH (1993)
 FG1302
 FG1302                         *CURRENT SURVEY CONTROL
 FG1302  ___________________________________________________________________
 FG1302* NAD 83(1986)-  35 15 02.     (N)    093 54 56.     (W)     SCALED    
 FG1302* NAVD 88     -       135.677  (meters)     445.13   (feet)  ADJUSTED  
 FG1302  ___________________________________________________________________
 FG1302  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FG1302  DYNAMIC HT  -         135.547 (meters)     444.71  (feet)  COMP
 FG1302  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FG1302
 FG1302  VERT ORDER  -  SECOND    CLASS 0
 FG1302
 FG1302.The horizontal coordinates were scaled from a topographic map and have
 FG1302.an estimated accuracy of +/- 6 seconds.
 FG1302
 FG1302.The orthometric height was determined by differential leveling
 FG1302.and adjusted by the National Geodetic Survey in June 1991..
 FG1302
 FG1302.The geoid height was determined by GEOID03.
 FG1302
 FG1302.The dynamic height is computed by dividing the NAVD 88
 FG1302.geopotential number by the normal gravity value computed on the
 FG1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1302.degrees latitude (g = 980.6199 gals.).
 FG1302
 FG1302.The modeled gravity was interpolated from observed gravity values.
 FG1302
 FG1302;                    North         East    Units  Estimated Accuracy
 FG1302;SPC AR N     -   103,450.      225,690.      MT  (+/- 180 meters Scaled)
 FG1302
 FG1302                          SUPERSEDED SURVEY CONTROL
 FG1302
 FG1302  NGVD 29 (??/??/92)  135.612  (m)          444.92   (f) ADJ UNCH    2 0
 FG1302
 FG1302.Superseded values are not recommended for survey control.
 FG1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1302.See file dsdata.txt to determine how the superseded data were derived.
 FG1302
 FG1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV167012(NAD 83)
 FG1302_MARKER: DD = SURVEY DISK
 FG1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1302_STAMPING: T.T. 10 B 1933
 FG1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1302+STABILITY: SURFACE MOTION
 FG1302
 FG1302  HISTORY     - Date     Condition        Report By
 FG1302  HISTORY     - 1933     MONUMENTED       USGS
 FG1302  HISTORY     - 1959     GOOD             NGS
 FG1302
 FG1302                          STATION DESCRIPTION
 FG1302
 FG1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1302'9.8 MI N FROM BOONEVILLE.
 FG1302'9.8 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE AT
 FG1302'BOONEVILLE, 150 FEET SOUTH OF THE SOUTHWEST CORNER OF THE GROCERY
 FG1302'STORE OF R.L. BOYD, 54.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FG1302'42.3 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION WITH A COUNTY ROAD,
 FG1302'19.4 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 8 FEET EAST OF A
 FG1302'14-INCH ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0774 ***********************************************************************
 FG0774  DESIGNATION -  TTS 101
 FG0774  PID         -  FG0774
 FG0774  STATE/COUNTY-  AR/NEWTON
 FG0774  USGS QUAD   -  PARTHENON (1980)
 FG0774
 FG0774                         *CURRENT SURVEY CONTROL
 FG0774  ___________________________________________________________________
 FG0774* NAD 83(1986)-  35 55 41.     (N)    093 09 22.     (W)     SCALED    
 FG0774* NAVD 88     -       613.806  (meters)    2013.80   (feet)  ADJUSTED  
 FG0774  ___________________________________________________________________
 FG0774  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG0774  DYNAMIC HT  -         613.219 (meters)    2011.87  (feet)  COMP
 FG0774  MODELED GRAV-     979,655.7   (mgal)                       NAVD 88
 FG0774
 FG0774  VERT ORDER  -  SECOND    CLASS 0
 FG0774
 FG0774.The horizontal coordinates were scaled from a topographic map and have
 FG0774.an estimated accuracy of +/- 6 seconds.
 FG0774
 FG0774.The orthometric height was determined by differential leveling
 FG0774.and adjusted by the National Geodetic Survey in June 1991..
 FG0774
 FG0774.The geoid height was determined by GEOID03.
 FG0774
 FG0774.The dynamic height is computed by dividing the NAVD 88
 FG0774.geopotential number by the normal gravity value computed on the
 FG0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0774.degrees latitude (g = 980.6199 gals.).
 FG0774
 FG0774.The modeled gravity was interpolated from observed gravity values.
 FG0774
 FG0774;                    North         East    Units  Estimated Accuracy
 FG0774;SPC AR N     -   177,540.      295,670.      MT  (+/- 180 meters Scaled)
 FG0774
 FG0774                          SUPERSEDED SURVEY CONTROL
 FG0774
 FG0774  NGVD 29 (??/??/92)  613.709  (m)         2013.48   (f) ADJ UNCH    2 0
 FG0774
 FG0774.Superseded values are not recommended for survey control.
 FG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0774.See file dsdata.txt to determine how the superseded data were derived.
 FG0774
 FG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV859759(NAD 83)
 FG0774_MARKER: DD = SURVEY DISK
 FG0774_SETTING: 80 = SET IN A BOULDER
 FG0774_SP_SET: SANDSTONE BOULDER
 FG0774_STAMPING: T.T. 101 TX 1931
 FG0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0774+STABILITY: SURFACE MOTION
 FG0774
 FG0774  HISTORY     - Date     Condition        Report By
 FG0774  HISTORY     - 1931     MONUMENTED       USGS
 FG0774  HISTORY     - 20050519 MARK NOT FOUND   ARHD
 FG0774
 FG0774                          STATION DESCRIPTION
 FG0774
 FG0774'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0774'9.7 MI N FROM DEER.
 FG0774'9.7 MILES NORTH ALONG STATE HIGHWAY 7 FROM DEER, NEWTON COUNTY, 7.7
 FG0774'MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 16, 150 FEET
 FG0774'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 42 FEET EAST OF THE
 FG0774'CENTERLINE OF THE HIGHWAY, AND IN THE CENTER OF A LARGE OUTCROP OF
 FG0774'SANDSTONE BOULDER.  A STANDARD DISK, STAMPED T.T. 101 TX 1931.
 FG0774
 FG0774                          STATION RECOVERY (2005)
 FG0774
 FG0774'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (TPS)
 FG0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1020 ***********************************************************************
 FG1020  DESIGNATION -  TTS 11
 FG1020  PID         -  FG1020
 FG1020  STATE/COUNTY-  AR/POPE
 FG1020  USGS QUAD   -  DOVER (1993)
 FG1020
 FG1020                         *CURRENT SURVEY CONTROL
 FG1020  ___________________________________________________________________
 FG1020* NAD 83(1986)-  35 24 56.     (N)    093 04 17.     (W)     SCALED    
 FG1020* NAVD 88     -       171.416  (meters)     562.39   (feet)  ADJUSTED  
 FG1020  ___________________________________________________________________
 FG1020  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FG1020  DYNAMIC HT  -         171.254 (meters)     561.86  (feet)  COMP
 FG1020  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FG1020
 FG1020  VERT ORDER  -  SECOND    CLASS 0
 FG1020
 FG1020.The horizontal coordinates were scaled from a topographic map and have
 FG1020.an estimated accuracy of +/- 6 seconds.
 FG1020
 FG1020.The orthometric height was determined by differential leveling
 FG1020.and adjusted by the National Geodetic Survey in June 1991..
 FG1020
 FG1020.The geoid height was determined by GEOID03.
 FG1020
 FG1020.The dynamic height is computed by dividing the NAVD 88
 FG1020.geopotential number by the normal gravity value computed on the
 FG1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1020.degrees latitude (g = 980.6199 gals.).
 FG1020
 FG1020.The modeled gravity was interpolated from observed gravity values.
 FG1020
 FG1020;                    North         East    Units  Estimated Accuracy
 FG1020;SPC AR N     -   120,590.      302,700.      MT  (+/- 180 meters Scaled)
 FG1020
 FG1020                          SUPERSEDED SURVEY CONTROL
 FG1020
 FG1020  NGVD 29 (??/??/92)  171.37   (m)          562.2    (f) COMPUTED    2 0
 FG1020
 FG1020.Superseded values are not recommended for survey control.
 FG1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1020.See file dsdata.txt to determine how the superseded data were derived.
 FG1020
 FG1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV935191(NAD 83)
 FG1020_MARKER: DD = SURVEY DISK
 FG1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1020_STAMPING: T.T. 11 TX 1931
 FG1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1020+STABILITY: SURFACE MOTION
 FG1020
 FG1020  HISTORY     - Date     Condition        Report By
 FG1020  HISTORY     - 1931     MONUMENTED       USGS
 FG1020  HISTORY     - 1935     GOOD             NGS
 FG1020
 FG1020                          STATION DESCRIPTION
 FG1020
 FG1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1020'2.9 MI NE FROM DOVER.
 FG1020'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT DOVER,
 FG1020'POPE COUNTY, 1/4 MILE SOUTH OF A HILL, 180 FEET EAST OF A FARMHOUSE,
 FG1020'57 FEET NORTHEAST OF A ROAD FORK, 21 FEET NORTH OF THE CENTERLINE OF
 FG1020'THE HIGHWAY, AND 5 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 FG1020'T.T. TX 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1368 ***********************************************************************
 FG1368  DESIGNATION -  TTS 12 H
 FG1368  PID         -  FG1368
 FG1368  STATE/COUNTY-  AR/CRAWFORD
 FG1368  USGS QUAD   -  BIDVILLE (1973)
 FG1368
 FG1368                         *CURRENT SURVEY CONTROL
 FG1368  ___________________________________________________________________
 FG1368* NAD 83(1986)-  35 44 27.     (N)    093 56 45.     (W)     SCALED    
 FG1368* NAVD 88     -       719.239  (meters)    2359.70   (feet)  ADJUSTED  
 FG1368  ___________________________________________________________________
 FG1368  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FG1368  DYNAMIC HT  -         718.535 (meters)    2357.39  (feet)  COMP
 FG1368  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 FG1368
 FG1368  VERT ORDER  -  SECOND    CLASS 0
 FG1368
 FG1368.The horizontal coordinates were scaled from a topographic map and have
 FG1368.an estimated accuracy of +/- 6 seconds.
 FG1368
 FG1368.The orthometric height was determined by differential leveling
 FG1368.and adjusted by the National Geodetic Survey in June 1991..
 FG1368
 FG1368.The geoid height was determined by GEOID03.
 FG1368
 FG1368.The dynamic height is computed by dividing the NAVD 88
 FG1368.geopotential number by the normal gravity value computed on the
 FG1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1368.degrees latitude (g = 980.6199 gals.).
 FG1368
 FG1368.The modeled gravity was interpolated from observed gravity values.
 FG1368
 FG1368;                    North         East    Units  Estimated Accuracy
 FG1368;SPC AR N     -   157,890.      224,010.      MT  (+/- 180 meters Scaled)
 FG1368
 FG1368                          SUPERSEDED SURVEY CONTROL
 FG1368
 FG1368  NGVD 29 (??/??/92)  719.106  (m)         2359.27   (f) ADJ UNCH    2 0
 FG1368
 FG1368.Superseded values are not recommended for survey control.
 FG1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1368.See file dsdata.txt to determine how the superseded data were derived.
 FG1368
 FG1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV144556(NAD 83)
 FG1368_MARKER: DB = BENCH MARK DISK
 FG1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1368_STAMPING: T.T. 12 H 1934
 FG1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1368+STABILITY: SURFACE MOTION
 FG1368
 FG1368  HISTORY     - Date     Condition        Report By
 FG1368  HISTORY     - 1934     MONUMENTED       CGS
 FG1368  HISTORY     - 1960     GOOD             NGS
 FG1368
 FG1368                          STATION DESCRIPTION
 FG1368
 FG1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG1368'2.5 MI NE FROM BIDVILLE.
 FG1368'2.5 MILES NORTHEAST ALONG THE BIDVILLE-HEALTH ROAD FROM THE SCHOOL AT
 FG1368'BIDVILLE, CRAWFORD COUNTY, 80 FEET NORTH OF THE NORTHWEST CORNER OF
 FG1368'THE LEWIS SHEPPARD FARMHOUSE, 38 FEET SOUTH OF THE CENTERLINE OF THE
 FG1368'ROAD, 45 FEET EAST OF A RAIL FENCE, 40 FEET NORTH OF THE NORTHWEST
 FG1368'FENCE CORNER, AND 16 FEET SOUTHEAST OF A 16-INCH OAK TREE.  A STANDARD
 FG1368'DISK, STAMPED T.T. 12 H 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0175 ***********************************************************************
 DL0175  DESIGNATION -  TTS 13 T
 DL0175  PID         -  DL0175
 DL0175  STATE/COUNTY-  AR/CALHOUN
 DL0175  USGS QUAD   -  ARTESIAN (1981)
 DL0175
 DL0175                         *CURRENT SURVEY CONTROL
 DL0175  ___________________________________________________________________
 DL0175* NAD 83(1986)-  33 22 40.     (N)    092 28 55.     (W)     SCALED    
 DL0175* NAVD 88     -        29.258  (meters)      95.99   (feet)  ADJUSTED  
 DL0175  ___________________________________________________________________
 DL0175  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0175  DYNAMIC HT  -          29.227 (meters)      95.89  (feet)  COMP
 DL0175  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DL0175
 DL0175  VERT ORDER  -  SECOND    CLASS 0
 DL0175
 DL0175.The horizontal coordinates were scaled from a topographic map and have
 DL0175.an estimated accuracy of +/- 6 seconds.
 DL0175
 DL0175.The orthometric height was determined by differential leveling
 DL0175.and adjusted by the National Geodetic Survey in June 1991..
 DL0175
 DL0175.The geoid height was determined by GEOID03.
 DL0175
 DL0175.The dynamic height is computed by dividing the NAVD 88
 DL0175.geopotential number by the normal gravity value computed on the
 DL0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0175.degrees latitude (g = 980.6199 gals.).
 DL0175
 DL0175.The modeled gravity was interpolated from observed gravity values.
 DL0175
 DL0175;                    North         East    Units  Estimated Accuracy
 DL0175;SPC AR S     -   478,980.      355,160.      MT  (+/- 180 meters Scaled)
 DL0175
 DL0175                          SUPERSEDED SURVEY CONTROL
 DL0175
 DL0175  NGVD 29 (??/??/92)   29.303  (m)           96.14   (f) ADJ UNCH    2 0
 DL0175
 DL0175.Superseded values are not recommended for survey control.
 DL0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0175.See file dsdata.txt to determine how the superseded data were derived.
 DL0175
 DL0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS481932(NAD 83)
 DL0175_MARKER: DD = SURVEY DISK
 DL0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0175_STAMPING: TT 13 T 1933
 DL0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0175+STABILITY: SURFACE MOTION
 DL0175
 DL0175  HISTORY     - Date     Condition        Report By
 DL0175  HISTORY     - 1933     MONUMENTED       USGS
 DL0175  HISTORY     - 1964     GOOD             NGS
 DL0175  HISTORY     - 20050919 MARK NOT FOUND   ARHD
 DL0175
 DL0175                          STATION DESCRIPTION
 DL0175
 DL0175'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 DL0175'5.1 MI NE FROM CALION.
 DL0175'IN CALHOUN COUNTY, 5.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND
 DL0175'AND PACIFIC RAILROAD FROM THE STATION AT CALION, UNION COUNTY, 375
 DL0175'FEET EAST OF POLE 83/21, 350 FEET EAST OF THE CENTER OF A ROAD
 DL0175'CROSSING, IN THE NORTHEAST CORNER OF THE INTERSECTION OF TWO COUNTY
 DL0175'ROADS, 43.4 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD,
 DL0175'34.7 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, AND 7.9
 DL0175'FEET NORTHWEST OF A 14-INCH PINE TREE.  A UNITED STATES GEOLOGICAL
 DL0175'SURVEY STANDARD DISK, STAMPED TT 13 T 1933 AND SET IN THE TOP OF A
 DL0175'CONCRETE POST.
 DL0175
 DL0175                          STATION RECOVERY (1964)
 DL0175
 DL0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0175'RECOVERED IN GOOD CONDITION.
 DL0175
 DL0175                          STATION RECOVERY (2005)
 DL0175
 DL0175'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1486 ***********************************************************************
 FG1486  DESIGNATION -  TTS 15 H
 FG1486  PID         -  FG1486
 FG1486  STATE/COUNTY-  AR/FRANKLIN
 FG1486  USGS QUAD   -  WATALULA (1973)
 FG1486
 FG1486                         *CURRENT SURVEY CONTROL
 FG1486  ___________________________________________________________________
 FG1486* NAD 83(1986)-  35 32 18.     (N)    093 45 58.     (W)     SCALED    
 FG1486* NAVD 88     -       239.769  (meters)     786.64   (feet)  ADJUSTED  
 FG1486  ___________________________________________________________________
 FG1486  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FG1486  DYNAMIC HT  -         239.545 (meters)     785.91  (feet)  COMP
 FG1486  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 FG1486
 FG1486  VERT ORDER  -  SECOND    CLASS 0
 FG1486
 FG1486.The horizontal coordinates were scaled from a topographic map and have
 FG1486.an estimated accuracy of +/- 6 seconds.
 FG1486
 FG1486.The orthometric height was determined by differential leveling
 FG1486.and adjusted by the National Geodetic Survey in June 1991..
 FG1486
 FG1486.The geoid height was determined by GEOID03.
 FG1486
 FG1486.The dynamic height is computed by dividing the NAVD 88
 FG1486.geopotential number by the normal gravity value computed on the
 FG1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1486.degrees latitude (g = 980.6199 gals.).
 FG1486
 FG1486.The modeled gravity was interpolated from observed gravity values.
 FG1486
 FG1486;                    North         East    Units  Estimated Accuracy
 FG1486;SPC AR N     -   135,120.      239,860.      MT  (+/- 180 meters Scaled)
 FG1486
 FG1486                          SUPERSEDED SURVEY CONTROL
 FG1486
 FG1486  NGVD 29 (??/??/92)  239.714  (m)          786.46   (f) ADJ UNCH    2 0
 FG1486
 FG1486.Superseded values are not recommended for survey control.
 FG1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1486.See file dsdata.txt to determine how the superseded data were derived.
 FG1486
 FG1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV305330(NAD 83)
 FG1486_MARKER: DD = SURVEY DISK
 FG1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1486_STAMPING: T.T. 15 H 1933
 FG1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1486+STABILITY: SURFACE MOTION
 FG1486
 FG1486  HISTORY     - Date     Condition        Report By
 FG1486  HISTORY     - 1933     MONUMENTED       USGS
 FG1486  HISTORY     - 1959     GOOD             NGS
 FG1486
 FG1486                          STATION DESCRIPTION
 FG1486
 FG1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1486'6.1 MI NE FROM OZARK.
 FG1486'REACHED FROM THE NORTHEAST CORNER OF THE COURT HOUSE SQUARE IN OZARK
 FG1486'BY GOING NORTH AND NORTHEAST FOR 3.5 MILES TO FORKS, TAKE LEFT FORK
 FG1486'FOR 2.0 MILES TO ANGLING CROSSROADS KNOWN AS SUTHERLAND CROSSROADS,
 FG1486'CONTINUE NORTH AND EAST FOR 0.5 MILE TO FORKS WHERE MAIN ROAD TURNS
 FG1486'LEFT AND MARK ON RIGHT.  THE MARK IS ABOUT 60 FEET SOUTHEAST OF THE
 FG1486'CENTER OF THE CURVE, 3 FEET NORTHEAST OF THE CORNER POST AT THE
 FG1486'NORTHWEST CORNER OF A PASTURE AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 FG1486'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0930 ***********************************************************************
 FG0930  DESIGNATION -  TTS 18
 FG0930  PID         -  FG0930
 FG0930  STATE/COUNTY-  AR/JOHNSON
 FG0930  USGS QUAD   -  TREAT (1980)
 FG0930
 FG0930                         *CURRENT SURVEY CONTROL
 FG0930  ___________________________________________________________________
 FG0930* NAD 83(1986)-  35 33 56.     (N)    093 13 29.     (W)     SCALED    
 FG0930* NAVD 88     -       525.341  (meters)    1723.56   (feet)  ADJUSTED  
 FG0930  ___________________________________________________________________
 FG0930  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FG0930  DYNAMIC HT  -         524.823 (meters)    1721.86  (feet)  COMP
 FG0930  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 FG0930
 FG0930  VERT ORDER  -  SECOND    CLASS 0
 FG0930
 FG0930.The horizontal coordinates were scaled from a topographic map and have
 FG0930.an estimated accuracy of +/- 6 seconds.
 FG0930
 FG0930.The orthometric height was determined by differential leveling
 FG0930.and adjusted by the National Geodetic Survey in June 1991..
 FG0930
 FG0930.The geoid height was determined by GEOID03.
 FG0930
 FG0930.The dynamic height is computed by dividing the NAVD 88
 FG0930.geopotential number by the normal gravity value computed on the
 FG0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0930.degrees latitude (g = 980.6199 gals.).
 FG0930
 FG0930.The modeled gravity was interpolated from observed gravity values.
 FG0930
 FG0930;                    North         East    Units  Estimated Accuracy
 FG0930;SPC AR N     -   137,400.      288,980.      MT  (+/- 180 meters Scaled)
 FG0930
 FG0930                          SUPERSEDED SURVEY CONTROL
 FG0930
 FG0930  NGVD 29 (??/??/92)  525.279  (m)         1723.35   (f) ADJ UNCH    2 0
 FG0930
 FG0930.Superseded values are not recommended for survey control.
 FG0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0930.See file dsdata.txt to determine how the superseded data were derived.
 FG0930
 FG0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV796357(NAD 83)
 FG0930_MARKER: DD = SURVEY DISK
 FG0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0930_STAMPING: T.T. 18TX 1931
 FG0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0930+STABILITY: SURFACE MOTION
 FG0930
 FG0930  HISTORY     - Date     Condition        Report By
 FG0930  HISTORY     - 1931     MONUMENTED       USGS
 FG0930  HISTORY     - 1935     GOOD             NGS
 FG0930
 FG0930                          STATION DESCRIPTION
 FG0930
 FG0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0930'6.8 MI N FROM HOWARD SCHOOL.
 FG0930'6.8 MILES NORTH OF, FROM HOWARD SCHOOL, ALONG PILOT MT. RD.  CUTSIDE
 FG0930'OF SHARP TURN, ABOUT 105 FEET NORTHWEST OF CENTERLINE OF NEW PILOT MT.
 FG0930'ROAD.  65 FEET NORTHWEST OF CENTERLINE OF OLD PILOT MT. ROAD. 55 FEET
 FG0930'SOUTH OF GULLEY.  20 FEET NORTH OF TRAIL LEADING WEST. 6 FEET EAST OF
 FG0930'2.5 FT. WHITE OAK TREE PAINTED U.S.B.M.1723.0 TABLET SET IN CONCRETE
 FG0930'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1435 ***********************************************************************
 FG1435  DESIGNATION -  TTS 19 H
 FG1435  PID         -  FG1435
 FG1435  STATE/COUNTY-  AR/FRANKLIN
 FG1435  USGS QUAD   -  YALE (1973)
 FG1435
 FG1435                         *CURRENT SURVEY CONTROL
 FG1435  ___________________________________________________________________
 FG1435* NAD 83(1986)-  35 39 22.     (N)    093 44 57.     (W)     SCALED    
 FG1435* NAVD 88     -       474.952  (meters)    1558.24   (feet)  ADJUSTED  
 FG1435  ___________________________________________________________________
 FG1435  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FG1435  DYNAMIC HT  -         474.506 (meters)    1556.78  (feet)  COMP
 FG1435  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 FG1435
 FG1435  VERT ORDER  -  SECOND    CLASS 0
 FG1435
 FG1435.The horizontal coordinates were scaled from a topographic map and have
 FG1435.an estimated accuracy of +/- 6 seconds.
 FG1435
 FG1435.The orthometric height was determined by differential leveling
 FG1435.and adjusted by the National Geodetic Survey in June 1991..
 FG1435
 FG1435.The geoid height was determined by GEOID03.
 FG1435
 FG1435.The dynamic height is computed by dividing the NAVD 88
 FG1435.geopotential number by the normal gravity value computed on the
 FG1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1435.degrees latitude (g = 980.6199 gals.).
 FG1435
 FG1435.The modeled gravity was interpolated from observed gravity values.
 FG1435
 FG1435;                    North         East    Units  Estimated Accuracy
 FG1435;SPC AR N     -   148,160.      241,630.      MT  (+/- 180 meters Scaled)
 FG1435
 FG1435                          SUPERSEDED SURVEY CONTROL
 FG1435
 FG1435  NGVD 29 (??/??/92)  474.876  (m)         1557.99   (f) ADJ UNCH    2 0
 FG1435
 FG1435.Superseded values are not recommended for survey control.
 FG1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1435.See file dsdata.txt to determine how the superseded data were derived.
 FG1435
 FG1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV321460(NAD 83)
 FG1435_MARKER: DB = BENCH MARK DISK
 FG1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1435_STAMPING: T.T. 19 H 1934
 FG1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1435+STABILITY: SURFACE MOTION
 FG1435
 FG1435  HISTORY     - Date     Condition        Report By
 FG1435  HISTORY     - 1934     MONUMENTED       CGS
 FG1435  HISTORY     - 1959     GOOD             NGS
 FG1435
 FG1435                          STATION DESCRIPTION
 FG1435
 FG1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1435'4.5 MI SW FROM TAFT.
 FG1435'4.5 MILES SOUTHWEST ALONG THE CASS-TAFT ROAD FROM THE POST OFFICE AT
 FG1435'TAFT, FRANKLIN COUNTY, 27 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FG1435'THE STANLEY CROUCH FARMHOUSE, 43 FEET EAST OF THE CENTERLINE OF THE
 FG1435'ROAD, 6 FEET SOUTHEAST OF A NORTHEAST FENCE CORNER, AND 5 FEET EAST OF
 FG1435'A FENCE.  A STANDARD DISK, STAMPED T.T. 19 H 1934 AND SET IN THE TOP
 FG1435'OF A CONCRETE POST.  NOTE-- THE HOUSE, DESCRIBED AS BEING NEAR THE
 FG1435'MARK, IS GONE.  THE MARK WAS RECOVERED 25 FEET NORTHEAST OF A 3-FOOT
 FG1435'OAK TREE WITH THE LETTERS BM PAINTED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0078 ***********************************************************************
 EK0078  DESIGNATION -  TTS 2 B
 EK0078  PID         -  EK0078
 EK0078  STATE/COUNTY-  AR/POLK
 EK0078  USGS QUAD   -  MENA (1975)
 EK0078
 EK0078                         *CURRENT SURVEY CONTROL
 EK0078  ___________________________________________________________________
 EK0078* NAD 83(1986)-  34 32 09.     (N)    094 08 02.     (W)     SCALED    
 EK0078* NAVD 88     -       303.167  (meters)     994.64   (feet)  ADJUSTED  
 EK0078  ___________________________________________________________________
 EK0078  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EK0078  DYNAMIC HT  -         302.844 (meters)     993.58  (feet)  COMP
 EK0078  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 EK0078
 EK0078  VERT ORDER  -  SECOND    CLASS 0
 EK0078
 EK0078.The horizontal coordinates were scaled from a topographic map and have
 EK0078.an estimated accuracy of +/- 6 seconds.
 EK0078
 EK0078.The orthometric height was determined by differential leveling
 EK0078.and adjusted by the National Geodetic Survey in June 1991..
 EK0078
 EK0078.The geoid height was determined by GEOID03.
 EK0078
 EK0078.The dynamic height is computed by dividing the NAVD 88
 EK0078.geopotential number by the normal gravity value computed on the
 EK0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0078.degrees latitude (g = 980.6199 gals.).
 EK0078
 EK0078.The modeled gravity was interpolated from observed gravity values.
 EK0078
 EK0078;                    North         East    Units  Estimated Accuracy
 EK0078;SPC AR S     -   609,360.      204,130.      MT  (+/- 180 meters Scaled)
 EK0078
 EK0078                          SUPERSEDED SURVEY CONTROL
 EK0078
 EK0078  NGVD 29 (??/??/92)  303.084  (m)          994.37   (f) ADJ UNCH    2 0
 EK0078
 EK0078.Superseded values are not recommended for survey control.
 EK0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0078.See file dsdata.txt to determine how the superseded data were derived.
 EK0078
 EK0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU959221(NAD 83)
 EK0078_MARKER: DD = SURVEY DISK
 EK0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0078_STAMPING: TT 2 B 1933
 EK0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0078+STABILITY: SURFACE MOTION
 EK0078
 EK0078  HISTORY     - Date     Condition        Report By
 EK0078  HISTORY     - 1933     MONUMENTED       USGS
 EK0078  HISTORY     - 1935     GOOD             NGS
 EK0078  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0078
 EK0078                          STATION DESCRIPTION
 EK0078
 EK0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EK0078'2.6 MI W FROM BOARD CAMP.
 EK0078'2.6 MILES WEST OF, ALONG ST. HWY. 8, FROM BOARD CAMP SCHOOL.
 EK0078'95 FEET SOUTHEAST OF GATE TO TONY KINGERYS FARMHOUSE, 40.5 FEET
 EK0078'SOUTHWEST OF INTERSECTION OF CENTERLINES OF HIGHWAY 8 AND THE
 EK0078'WALDRON ROAD, 27.5 FEET SOUTH OF THE CENTERLINE OF HWY. 8, 1 FT.
 EK0078'NORTH OF PROPERTY LINE FENCE.  TABLET SET IN TOP OF PRECAST CONCRETE
 EK0078'POST.
 EK0078
 EK0078                          STATION RECOVERY (1961)
 EK0078
 EK0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1294 ***********************************************************************
 FG1294  DESIGNATION -  TTS 2 H
 FG1294  PID         -  FG1294
 FG1294  STATE/COUNTY-  AR/FRANKLIN
 FG1294  USGS QUAD   -  OZARK (1993)
 FG1294
 FG1294                         *CURRENT SURVEY CONTROL
 FG1294  ___________________________________________________________________
 FG1294* NAD 83(1986)-  35 23 13.     (N)    093 50 35.     (W)     SCALED    
 FG1294* NAVD 88     -       187.938  (meters)     616.59   (feet)  ADJUSTED  
 FG1294  ___________________________________________________________________
 FG1294  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FG1294  DYNAMIC HT  -         187.761 (meters)     616.01  (feet)  COMP
 FG1294  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FG1294
 FG1294  VERT ORDER  -  SECOND    CLASS 0
 FG1294
 FG1294.The horizontal coordinates were scaled from a topographic map and have
 FG1294.an estimated accuracy of +/- 6 seconds.
 FG1294
 FG1294.The orthometric height was determined by differential leveling
 FG1294.and adjusted by the National Geodetic Survey in June 1991..
 FG1294
 FG1294.The geoid height was determined by GEOID03.
 FG1294
 FG1294.The dynamic height is computed by dividing the NAVD 88
 FG1294.geopotential number by the normal gravity value computed on the
 FG1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1294.degrees latitude (g = 980.6199 gals.).
 FG1294
 FG1294.The modeled gravity was interpolated from observed gravity values.
 FG1294
 FG1294;                    North         East    Units  Estimated Accuracy
 FG1294;SPC AR N     -   118,460.      232,570.      MT  (+/- 180 meters Scaled)
 FG1294
 FG1294                          SUPERSEDED SURVEY CONTROL
 FG1294
 FG1294  NGVD 29 (??/??/92)  187.884  (m)          616.42   (f) ADJ UNCH    2 0
 FG1294
 FG1294.Superseded values are not recommended for survey control.
 FG1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1294.See file dsdata.txt to determine how the superseded data were derived.
 FG1294
 FG1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV234162(NAD 83)
 FG1294_MARKER: DD = SURVEY DISK
 FG1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1294_STAMPING: T.T. 2 H 1934
 FG1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1294+STABILITY: SURFACE MOTION
 FG1294
 FG1294  HISTORY     - Date     Condition        Report By
 FG1294  HISTORY     - 1934     MONUMENTED       USGS
 FG1294  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1294  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1294  HISTORY     - 1984     GOOD             NGS
 FG1294
 FG1294                          STATION DESCRIPTION
 FG1294
 FG1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1294'7.2 MI S FROM OZARK.
 FG1294'7.2 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI PACIFIC
 FG1294'RAILROAD STATION AT OZARK, IN THE SOUTHEAST ANGLE FORMED BY THE
 FG1294'JUNCTION WITH A COUNTY SECTION ROAD, 40 FEET EAST OF THE CENTERLINE OF
 FG1294'THE HIGHWAY, 25 FEET SOUTH OF THE ROAD, AND 12 FEET EAST OF THE
 FG1294'CENTERLINE OF A DITCH PARALLELING THE HIGHWAY.
 FG1294
 FG1294                          STATION RECOVERY (1963)
 FG1294
 FG1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1294'MARK NOT FOUND.
 FG1294
 FG1294                          STATION RECOVERY (1984)
 FG1294
 FG1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1294'11.7 KM (7.3 MI) SOUTH ALONG STATE ROUTE 23 FROM THE MISSOURI PACIFIC
 FG1294'RAILROAD TRACKS IN OZARK TO A DIRT CROSSROAD AND THE MARK IS THE
 FG1294'SOUTHEAST TANGENT OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1300 ***********************************************************************
 FG1300  DESIGNATION -  TTS 20 H
 FG1300  PID         -  FG1300
 FG1300  STATE/COUNTY-  AR/LOGAN
 FG1300  USGS QUAD   -  BRANCH (1993)
 FG1300
 FG1300                         *CURRENT SURVEY CONTROL
 FG1300  ___________________________________________________________________
 FG1300* NAD 83(1986)-  35 17 04.     (N)    093 53 43.     (W)     SCALED    
 FG1300* NAVD 88     -       123.839  (meters)     406.30   (feet)  ADJUSTED  
 FG1300  ___________________________________________________________________
 FG1300  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FG1300  DYNAMIC HT  -         123.721 (meters)     405.91  (feet)  COMP
 FG1300  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FG1300
 FG1300  VERT ORDER  -  SECOND    CLASS 0
 FG1300
 FG1300.The horizontal coordinates were scaled from a topographic map and have
 FG1300.an estimated accuracy of +/- 6 seconds.
 FG1300
 FG1300.The orthometric height was determined by differential leveling
 FG1300.and adjusted by the National Geodetic Survey in June 1991..
 FG1300
 FG1300.The geoid height was determined by GEOID03.
 FG1300
 FG1300.The dynamic height is computed by dividing the NAVD 88
 FG1300.geopotential number by the normal gravity value computed on the
 FG1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1300.degrees latitude (g = 980.6199 gals.).
 FG1300
 FG1300.The modeled gravity was interpolated from observed gravity values.
 FG1300
 FG1300;                    North         East    Units  Estimated Accuracy
 FG1300;SPC AR N     -   107,180.      227,600.      MT  (+/- 180 meters Scaled)
 FG1300
 FG1300                          SUPERSEDED SURVEY CONTROL
 FG1300
 FG1300  NGVD 29 (??/??/92)  123.777  (m)          406.09   (f) ADJ UNCH    2 0
 FG1300
 FG1300.Superseded values are not recommended for survey control.
 FG1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1300.See file dsdata.txt to determine how the superseded data were derived.
 FG1300
 FG1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV185049(NAD 83)
 FG1300_MARKER: DB = BENCH MARK DISK
 FG1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1300_STAMPING: T.T. 20 H 1933
 FG1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1300+STABILITY: SURFACE MOTION
 FG1300
 FG1300  HISTORY     - Date     Condition        Report By
 FG1300  HISTORY     - 1933     MONUMENTED       USGS
 FG1300  HISTORY     - 1959     GOOD             NGS
 FG1300  HISTORY     - 1964     GOOD             USGS
 FG1300
 FG1300                          STATION DESCRIPTION
 FG1300
 FG1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1300'12.5 MI N FROM BOONEVILLE.
 FG1300'12.5 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE AT
 FG1300'BOONEVILLE, 190 FEET EAST OF A LOG BARN, 175 FEET NORTHEAST OF A
 FG1300'CONCRETE CULVERT UNDER THE HIGHWAY, 53.6 SOUTHEAST OF THE CENTERLINE
 FG1300'OF THE HIGHWAY, 4.5 FEET NORTHEAST OF THE WEST FENCE CORNER, AND 1.9
 FG1300'FEET SOUTHEAST OF A FENCE PARALLELING THE HIGHWAY.
 FG1300
 FG1300                          STATION RECOVERY (1964)
 FG1300
 FG1300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FG1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1387 ***********************************************************************
 FG1387  DESIGNATION -  TTS 22 H
 FG1387  PID         -  FG1387
 FG1387  STATE/COUNTY-  AR/FRANKLIN
 FG1387  USGS QUAD   -  WATALULA (1973)
 FG1387
 FG1387                         *CURRENT SURVEY CONTROL
 FG1387  ___________________________________________________________________
 FG1387* NAD 83(1986)-  35 36 01.     (N)    093 50 52.     (W)     SCALED    
 FG1387* NAVD 88     -       270.365  (meters)     887.02   (feet)  ADJUSTED  
 FG1387  ___________________________________________________________________
 FG1387  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FG1387  DYNAMIC HT  -         270.113 (meters)     886.20  (feet)  COMP
 FG1387  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 FG1387
 FG1387  VERT ORDER  -  SECOND    CLASS 0
 FG1387
 FG1387.The horizontal coordinates were scaled from a topographic map and have
 FG1387.an estimated accuracy of +/- 6 seconds.
 FG1387
 FG1387.The orthometric height was determined by differential leveling
 FG1387.and adjusted by the National Geodetic Survey in June 1991..
 FG1387
 FG1387.The geoid height was determined by GEOID03.
 FG1387
 FG1387.The dynamic height is computed by dividing the NAVD 88
 FG1387.geopotential number by the normal gravity value computed on the
 FG1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1387.degrees latitude (g = 980.6199 gals.).
 FG1387
 FG1387.The modeled gravity was interpolated from observed gravity values.
 FG1387
 FG1387;                    North         East    Units  Estimated Accuracy
 FG1387;SPC AR N     -   142,130.      232,580.      MT  (+/- 180 meters Scaled)
 FG1387
 FG1387                          SUPERSEDED SURVEY CONTROL
 FG1387
 FG1387  NGVD 29 (??/??/92)  270.290  (m)          886.78   (f) ADJ UNCH    2 0
 FG1387
 FG1387.Superseded values are not recommended for survey control.
 FG1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1387.See file dsdata.txt to determine how the superseded data were derived.
 FG1387
 FG1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV232399(NAD 83)
 FG1387_MARKER: DB = BENCH MARK DISK
 FG1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1387_STAMPING: T.T. 22 H 1933
 FG1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1387+STABILITY: SURFACE MOTION
 FG1387
 FG1387  HISTORY     - Date     Condition        Report By
 FG1387  HISTORY     - 1933     MONUMENTED       CGS
 FG1387  HISTORY     - 1959     GOOD             NGS
 FG1387
 FG1387                          STATION DESCRIPTION
 FG1387
 FG1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1387'10.2 MI NW FROM OZARK.
 FG1387'1.1 MILES WEST ALONG U. S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FG1387'RAILROAD STATION AT OZARK, FRANKLIN COUNTY, 9.1 MILES NORTH ALONG
 FG1387'STATE HIGHWAY 23, 200 FEET EAST OF THE NORTHEAST CORNER OF THE JOE
 FG1387'ROGER FARMHOUSE, 68 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 FG1387'ROAD LEADING SOUTHWEST, 54 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FG1387'AND 25 FEET SOUTHWEST OF A 24-INCH OAK TREE.  A STANDARD DISK, STAMPED
 FG1387'T.T. 22 H 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1384 ***********************************************************************
 FG1384  DESIGNATION -  TTS 23 H
 FG1384  PID         -  FG1384
 FG1384  STATE/COUNTY-  AR/FRANKLIN
 FG1384  USGS QUAD   -  WATALULA (1973)
 FG1384
 FG1384                         *CURRENT SURVEY CONTROL
 FG1384  ___________________________________________________________________
 FG1384* NAD 83(1986)-  35 32 58.     (N)    093 51 36.     (W)     SCALED    
 FG1384* NAVD 88     -       154.923  (meters)     508.28   (feet)  ADJUSTED  
 FG1384  ___________________________________________________________________
 FG1384  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FG1384  DYNAMIC HT  -         154.781 (meters)     507.81  (feet)  COMP
 FG1384  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 FG1384
 FG1384  VERT ORDER  -  SECOND    CLASS 0
 FG1384
 FG1384.The horizontal coordinates were scaled from a topographic map and have
 FG1384.an estimated accuracy of +/- 6 seconds.
 FG1384
 FG1384.The orthometric height was determined by differential leveling
 FG1384.and adjusted by the National Geodetic Survey in June 1991..
 FG1384
 FG1384.The geoid height was determined by GEOID03.
 FG1384
 FG1384.The dynamic height is computed by dividing the NAVD 88
 FG1384.geopotential number by the normal gravity value computed on the
 FG1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1384.degrees latitude (g = 980.6199 gals.).
 FG1384
 FG1384.The modeled gravity was interpolated from observed gravity values.
 FG1384
 FG1384;                    North         East    Units  Estimated Accuracy
 FG1384;SPC AR N     -   136,510.      231,370.      MT  (+/- 180 meters Scaled)
 FG1384
 FG1384                          SUPERSEDED SURVEY CONTROL
 FG1384
 FG1384  NGVD 29 (??/??/92)  154.862  (m)          508.08   (f) ADJ UNCH    2 0
 FG1384
 FG1384.Superseded values are not recommended for survey control.
 FG1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1384.See file dsdata.txt to determine how the superseded data were derived.
 FG1384
 FG1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV220343(NAD 83)
 FG1384_MARKER: DB = BENCH MARK DISK
 FG1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1384_STAMPING: T.T. 23 H 1933
 FG1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1384+STABILITY: SURFACE MOTION
 FG1384
 FG1384  HISTORY     - Date     Condition        Report By
 FG1384  HISTORY     - 1933     MONUMENTED       CGS
 FG1384  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1384  HISTORY     - 20060312 POOR             GEOCAC
 FG1384
 FG1384                          STATION DESCRIPTION
 FG1384
 FG1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1384'6.3 MI NW FROM OZARK.
 FG1384'1.1 MILES WEST ALONG U. S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FG1384'RAILROAD STATION AT OZARK, FRANKLIN COUNTY, 5.2 MILES NORTH ALONG
 FG1384'STATE HIGHWAY 23, NEAR THE JUNCTION OF WIRE ROAD LEADING WEST, 144
 FG1384'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SERVICE STATION, 78 FEET
 FG1384'EAST OF THE CENTERLINE OF THE HIGHWAY, 39 FEET SOUTH OF THE SOUTHWEST
 FG1384'CORNER OF THE PLEASHILL FARMHOUSE, AND 6 FEET NORTH OF A 14-INCH CEDAR
 FG1384'TREE.  A STANDARD DISK, STAMPED T.T. 23 H 1933 AND SET IN THE TOP OF A
 FG1384'CONCRETE POST.
 FG1384
 FG1384                          STATION RECOVERY (2006)
 FG1384
 FG1384'RECOVERY NOTE BY GEOCACHING 2006 (TAM)
 FG1384'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1382 ***********************************************************************
 FG1382  DESIGNATION -  TTS 24 H
 FG1382  PID         -  FG1382
 FG1382  STATE/COUNTY-  AR/FRANKLIN
 FG1382  USGS QUAD   -  WATALULA (1973)
 FG1382
 FG1382                         *CURRENT SURVEY CONTROL
 FG1382  ___________________________________________________________________
 FG1382* NAD 83(1986)-  35 31 04.     (N)    093 51 17.     (W)     SCALED    
 FG1382* NAVD 88     -       221.633  (meters)     727.14   (feet)  ADJUSTED  
 FG1382  ___________________________________________________________________
 FG1382  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FG1382  DYNAMIC HT  -         221.430 (meters)     726.47  (feet)  COMP
 FG1382  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 FG1382
 FG1382  VERT ORDER  -  SECOND    CLASS 0
 FG1382
 FG1382.The horizontal coordinates were scaled from a topographic map and have
 FG1382.an estimated accuracy of +/- 6 seconds.
 FG1382
 FG1382.The orthometric height was determined by differential leveling
 FG1382.and adjusted by the National Geodetic Survey in June 1991..
 FG1382
 FG1382.The geoid height was determined by GEOID03.
 FG1382
 FG1382.The dynamic height is computed by dividing the NAVD 88
 FG1382.geopotential number by the normal gravity value computed on the
 FG1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1382.degrees latitude (g = 980.6199 gals.).
 FG1382
 FG1382.The modeled gravity was interpolated from observed gravity values.
 FG1382
 FG1382;                    North         East    Units  Estimated Accuracy
 FG1382;SPC AR N     -   132,990.      231,780.      MT  (+/- 180 meters Scaled)
 FG1382
 FG1382                          SUPERSEDED SURVEY CONTROL
 FG1382
 FG1382  NGVD 29 (??/??/92)  221.580  (m)          726.97   (f) ADJ UNCH    2 0
 FG1382
 FG1382.Superseded values are not recommended for survey control.
 FG1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1382.See file dsdata.txt to determine how the superseded data were derived.
 FG1382
 FG1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV224308(NAD 83)
 FG1382_MARKER: DB = BENCH MARK DISK
 FG1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1382_STAMPING: T.T. 24 H 1933
 FG1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1382+STABILITY: SURFACE MOTION
 FG1382
 FG1382  HISTORY     - Date     Condition        Report By
 FG1382  HISTORY     - 1933     MONUMENTED       CGS
 FG1382  HISTORY     - 1959     GOOD             NGS
 FG1382  HISTORY     - 1963     MARK NOT FOUND   NGS
 FG1382  HISTORY     - 20060316 GOOD             GEOCAC
 FG1382
 FG1382                          STATION DESCRIPTION
 FG1382
 FG1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1382'3.3 MI NW FROM OZARK.
 FG1382'1.1 MILES WEST ALONG U. S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FG1382'RAILROAD STATION AT OZARK, FRANKLIN COUNTY, 2.2 MILES NORTH ALONG
 FG1382'STATE HIGHWAY 23, 46 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FG1382'JOHN ANDERSON FARMHOUSE, 38 FEET NORTH OF THE CENTERLINE OF THE
 FG1382'HIGHWAY, AND 6 FEET SOUTHEAST OF A 24-INCH OAK TREE.  A STANDARD DISK,
 FG1382'STAMPED T.T. 4 H 1933 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FG1382'THE ANDERSON FARMHOUSE HAS BEEN TORN DOWN.  THE MARK WAS RECOVERED AT
 FG1382'THE NORTHWEST END OF A CURVE, NORTHEAST ACROSS THE HIGHWAY FROM A SIDE
 FG1382'ROAD LEADING SOUTH AND 6 FEET SOUTHEAST OF THE EAST ONE OF TWO LARGE
 FG1382'OAK TREES.
 FG1382
 FG1382                          STATION RECOVERY (1963)
 FG1382
 FG1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FG1382'MARK NOT FOUND.
 FG1382
 FG1382                          STATION RECOVERY (2006)
 FG1382
 FG1382'RECOVERY NOTE BY GEOCACHING 2006 (TAM)
 FG1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0903 ***********************************************************************
 FG0903  DESIGNATION -  TTS 27
 FG0903  PID         -  FG0903
 FG0903  STATE/COUNTY-  AR/JOHNSON
 FG0903  USGS QUAD   -  HAGARVILLE (1980)
 FG0903
 FG0903                         *CURRENT SURVEY CONTROL
 FG0903  ___________________________________________________________________
 FG0903* NAD 83(1986)-  35 30 40.     (N)    093 22 01.     (W)     SCALED    
 FG0903* NAVD 88     -       145.258  (meters)     476.57   (feet)  ADJUSTED  
 FG0903  ___________________________________________________________________
 FG0903  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FG0903  DYNAMIC HT  -         145.123 (meters)     476.12  (feet)  COMP
 FG0903  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 FG0903
 FG0903  VERT ORDER  -  SECOND    CLASS 0
 FG0903
 FG0903.The horizontal coordinates were scaled from a topographic map and have
 FG0903.an estimated accuracy of +/- 6 seconds.
 FG0903
 FG0903.The orthometric height was determined by differential leveling
 FG0903.and adjusted by the National Geodetic Survey in June 1991..
 FG0903
 FG0903.The geoid height was determined by GEOID03.
 FG0903
 FG0903.The dynamic height is computed by dividing the NAVD 88
 FG0903.geopotential number by the normal gravity value computed on the
 FG0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0903.degrees latitude (g = 980.6199 gals.).
 FG0903
 FG0903.The modeled gravity was interpolated from observed gravity values.
 FG0903
 FG0903;                    North         East    Units  Estimated Accuracy
 FG0903;SPC AR N     -   131,530.      276,010.      MT  (+/- 180 meters Scaled)
 FG0903
 FG0903                          SUPERSEDED SURVEY CONTROL
 FG0903
 FG0903  NGVD 29 (??/??/92)  145.233  (m)          476.49   (f) ADJ UNCH    2 0
 FG0903
 FG0903.Superseded values are not recommended for survey control.
 FG0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0903.See file dsdata.txt to determine how the superseded data were derived.
 FG0903
 FG0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV667297(NAD 83)
 FG0903_MARKER: DD = SURVEY DISK
 FG0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0903_STAMPING: TT 27 TX 1931 476
 FG0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0903+STABILITY: SURFACE MOTION
 FG0903
 FG0903  HISTORY     - Date     Condition        Report By
 FG0903  HISTORY     - 1931     MONUMENTED       USGS
 FG0903  HISTORY     - 1958     POOR             NGS
 FG0903
 FG0903                          STATION DESCRIPTION
 FG0903
 FG0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FG0903'2.8 MI W FROM HAGARVILLE.
 FG0903'LOCATED 2.8 MILES WEST ALONG THE LUDWIG-HAGARVILLE HIGHWAY FROM
 FG0903'HAGARVILLE AT THE CROSSROAD AT MINNOW CREEK, IN THE SOUTHWEST ANGLE OF
 FG0903'THE CROSSROAD AND IN THE NORTHEAST CORNER OF THE MINNOW CREEK
 FG0903'CEMETERY, ON THE EAST SIDE OF A HILL AND AT THE EDGE OF A BANK.  IT IS
 FG0903'120 FEET SOUTH OF BENCH MARK N 85, 60 FEET SOUTH OF THE CENTER OF THE
 FG0903'LUDWIG-HAGARVILLE ROAD AND 72 FEET WEST OF THE NEW HIGHWAY BEING BUILT
 FG0903'AT THIS DATE.  IT IS A STANDARD U.S. GEOLOGICAL DISK SET IN THE TOP OF
 FG0903'A CONCRETE POST.  NOTE-- THIS MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1296 ***********************************************************************
 FG1296  DESIGNATION -  TTS 3 H
 FG1296  PID         -  FG1296
 FG1296  STATE/COUNTY-  AR/FRANKLIN
 FG1296  USGS QUAD   -  CAULKSVILLE (1993)
 FG1296
 FG1296                         *CURRENT SURVEY CONTROL
 FG1296  ___________________________________________________________________
 FG1296* NAD 83(1986)-  35 20 44.     (N)    093 51 46.     (W)     SCALED    
 FG1296* NAVD 88     -       116.167  (meters)     381.12   (feet)  ADJUSTED  
 FG1296  ___________________________________________________________________
 FG1296  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FG1296  DYNAMIC HT  -         116.058 (meters)     380.77  (feet)  COMP
 FG1296  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FG1296
 FG1296  VERT ORDER  -  SECOND    CLASS 0
 FG1296
 FG1296.The horizontal coordinates were scaled from a topographic map and have
 FG1296.an estimated accuracy of +/- 6 seconds.
 FG1296
 FG1296.The orthometric height was determined by differential leveling
 FG1296.and adjusted by the National Geodetic Survey in June 1991..
 FG1296
 FG1296.The geoid height was determined by GEOID03.
 FG1296
 FG1296.The dynamic height is computed by dividing the NAVD 88
 FG1296.geopotential number by the normal gravity value computed on the
 FG1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1296.degrees latitude (g = 980.6199 gals.).
 FG1296
 FG1296.The modeled gravity was interpolated from observed gravity values.
 FG1296
 FG1296;                    North         East    Units  Estimated Accuracy
 FG1296;SPC AR N     -   113,900.      230,690.      MT  (+/- 180 meters Scaled)
 FG1296
 FG1296                          SUPERSEDED SURVEY CONTROL
 FG1296
 FG1296  NGVD 29 (??/??/92)  116.111  (m)          380.94   (f) ADJ UNCH    2 0
 FG1296
 FG1296.Superseded values are not recommended for survey control.
 FG1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1296.See file dsdata.txt to determine how the superseded data were derived.
 FG1296
 FG1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV216117(NAD 83)
 FG1296_MARKER: DD = SURVEY DISK
 FG1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1296_STAMPING: T.T. 3 H 1934
 FG1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1296+STABILITY: SURFACE MOTION
 FG1296
 FG1296  HISTORY     - Date     Condition        Report By
 FG1296  HISTORY     - 1934     MONUMENTED       USGS
 FG1296  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1296
 FG1296                          STATION DESCRIPTION
 FG1296
 FG1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1296'10.5 MI S FROM OZARK.
 FG1296'10.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE MISSOURI PACIFIC
 FG1296'RAILROAD STATION AT OZARK, ABOUT 450 FEET SOUTH OF A STEEL AND
 FG1296'CONCRETE BRIDGE, 25.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3.4
 FG1296'FEET SOUTHEAST OF THE NORTHWEST FENCE CORNER, 1.8 FEET EAST OF A FENCE
 FG1296'PARALLELING THE HIGHWAY, AND 1.6 FEET SOUTH OF AN EAST-AND-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1299 ***********************************************************************
 FG1299  DESIGNATION -  TTS 4 H
 FG1299  PID         -  FG1299
 FG1299  STATE/COUNTY-  AR/LOGAN
 FG1299  USGS QUAD   -  CAULKSVILLE (1993)
 FG1299
 FG1299                         *CURRENT SURVEY CONTROL
 FG1299  ___________________________________________________________________
 FG1299* NAD 83(1986)-  35 18 04.     (N)    093 51 51.     (W)     SCALED    
 FG1299* NAVD 88     -       119.005  (meters)     390.44   (feet)  ADJUSTED  
 FG1299  ___________________________________________________________________
 FG1299  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FG1299  DYNAMIC HT  -         118.892 (meters)     390.06  (feet)  COMP
 FG1299  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 FG1299
 FG1299  VERT ORDER  -  SECOND    CLASS 0
 FG1299
 FG1299.The horizontal coordinates were scaled from a topographic map and have
 FG1299.an estimated accuracy of +/- 6 seconds.
 FG1299
 FG1299.The orthometric height was determined by differential leveling
 FG1299.and adjusted by the National Geodetic Survey in June 1991..
 FG1299
 FG1299.The geoid height was determined by GEOID03.
 FG1299
 FG1299.The dynamic height is computed by dividing the NAVD 88
 FG1299.geopotential number by the normal gravity value computed on the
 FG1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1299.degrees latitude (g = 980.6199 gals.).
 FG1299
 FG1299.The modeled gravity was interpolated from observed gravity values.
 FG1299
 FG1299;                    North         East    Units  Estimated Accuracy
 FG1299;SPC AR N     -   108,970.      230,470.      MT  (+/- 180 meters Scaled)
 FG1299
 FG1299                          SUPERSEDED SURVEY CONTROL
 FG1299
 FG1299  NGVD 29 (??/??/92)  118.946  (m)          390.24   (f) ADJ UNCH    2 0
 FG1299
 FG1299.Superseded values are not recommended for survey control.
 FG1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1299.See file dsdata.txt to determine how the superseded data were derived.
 FG1299
 FG1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV214067(NAD 83)
 FG1299_MARKER: DD = SURVEY DISK
 FG1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1299_STAMPING: T.T. 4 H 1934
 FG1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1299+STABILITY: SURFACE MOTION
 FG1299
 FG1299  HISTORY     - Date     Condition        Report By
 FG1299  HISTORY     - 1934     MONUMENTED       USGS
 FG1299  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1299  HISTORY     - 1963     GOOD             NGS
 FG1299
 FG1299                          STATION DESCRIPTION
 FG1299
 FG1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1299'IN CAULKSVILLE.
 FG1299'IN LOGAN COUNTY, 13.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE
 FG1299'MISSOURI PACIFIC RAILROAD STATION AT OZARK, FRANKLIN COUNTY, AT
 FG1299'CAULKSVILLE, 185 FEET SOUTH OF THE JUNCTION WITH STATE HIGHWAY 22,
 FG1299'43.6 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE OF RAY KUYKENDALL,
 FG1299'30.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 8.6 FEET NORTH OF
 FG1299'THE NORTHWEST CORNER OF THE GARDEN FENCE.  1963 REPORT-DELETE FROM
 FG1299'43.6 FT W OF THE SW CORNER OF THE HOUSE.....ETC. TO END. ADD-29 FEET E
 FG1299'OF THE CENTERLINE OF ARK HWY 23, 53 FT SSW OF CONCRETE ROW MARKER, 8
 FG1299'FEET S OF WATER METER, 21 FT S OF WATER HYDRANT, 70 FT W OF NW CORNER
 FG1299'BLOCK GARAGE OF RAY KUYKENDALL, AND 1 FT S OF N LINE OF BLDG, 2 INCHES
 FG1299'BELOW LAWN SURFACE.  NOTE-- IT WAS PROBABLY DESTROYED WHEN STATE
 FG1299'HIGHWAY 23 WAS IMPROVED.
 FG1299
 FG1299                          STATION RECOVERY (1963)
 FG1299
 FG1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FG1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1138 ***********************************************************************
 FG1138  DESIGNATION -  TTS 43 TX
 FG1138  PID         -  FG1138
 FG1138  STATE/COUNTY-  AR/JOHNSON
 FG1138  USGS QUAD   -  CLARKSVILLE (1993)
 FG1138
 FG1138                         *CURRENT SURVEY CONTROL
 FG1138  ___________________________________________________________________
 FG1138* NAD 83(1986)-  35 29 34.     (N)    093 29 00.     (W)     SCALED    
 FG1138* NAVD 88     -       138.446  (meters)     454.22   (feet)  ADJUSTED  
 FG1138  ___________________________________________________________________
 FG1138  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FG1138  DYNAMIC HT  -         138.319 (meters)     453.80  (feet)  COMP
 FG1138  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 FG1138
 FG1138  VERT ORDER  -  SECOND    CLASS 0
 FG1138
 FG1138.The horizontal coordinates were scaled from a topographic map and have
 FG1138.an estimated accuracy of +/- 6 seconds.
 FG1138
 FG1138.The orthometric height was determined by differential leveling
 FG1138.and adjusted by the National Geodetic Survey in June 1991..
 FG1138
 FG1138.The geoid height was determined by GEOID03.
 FG1138
 FG1138.The dynamic height is computed by dividing the NAVD 88
 FG1138.geopotential number by the normal gravity value computed on the
 FG1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1138.degrees latitude (g = 980.6199 gals.).
 FG1138
 FG1138.The modeled gravity was interpolated from observed gravity values.
 FG1138
 FG1138;                    North         East    Units  Estimated Accuracy
 FG1138;SPC AR N     -   129,640.      265,420.      MT  (+/- 180 meters Scaled)
 FG1138
 FG1138                          SUPERSEDED SURVEY CONTROL
 FG1138
 FG1138  NGVD 29 (??/??/92)  138.423  (m)          454.14   (f) ADJ UNCH    2 0
 FG1138
 FG1138.Superseded values are not recommended for survey control.
 FG1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1138.See file dsdata.txt to determine how the superseded data were derived.
 FG1138
 FG1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV561278(NAD 83)
 FG1138_MARKER: DD = SURVEY DISK
 FG1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1138_STAMPING: T.T. 43 TX 1931
 FG1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1138+STABILITY: SURFACE MOTION
 FG1138
 FG1138  HISTORY     - Date     Condition        Report By
 FG1138  HISTORY     - 1931     MONUMENTED       USGS
 FG1138  HISTORY     - 1935     GOOD             NGS
 FG1138  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1138
 FG1138                          STATION DESCRIPTION
 FG1138
 FG1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1138'2.1 MI NW FROM CLARKSVILLE.
 FG1138'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 123 FROM THE COURTHOUSE AT
 FG1138'CLARKSVILLE, JOHNSON COUNTY, 0.3 MILE NORTHWEST OF A HOUSE, AT A ROAD
 FG1138'JUNCTION, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET
 FG1138'NORTHWEST OF THE CENTERLINE OF THE ROAD, 16 FEET SOUTHWEST OF AN EAST
 FG1138'FENCE CORNER, AND 10 FEET NORTHWEST OF A FENCE.  A STANDARD DISK,
 FG1138'STAMPED T.T. 43 T X 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FG1138
 FG1138                          STATION RECOVERY (1984)
 FG1138
 FG1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1138'SEARCHED FOR AND NOT RECOVERED THIS DATE, A NEW SUBSTATION IS NOW IN
 FG1138'THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1417 ***********************************************************************
 FG1417  DESIGNATION -  TTS 44 TX
 FG1417  PID         -  FG1417
 FG1417  STATE/COUNTY-  AR/JOHNSON
 FG1417  USGS QUAD   -  HARMONY (1963)
 FG1417
 FG1417                         *CURRENT SURVEY CONTROL
 FG1417  ___________________________________________________________________
 FG1417* NAD 83(1986)-  35 31 18.     (N)    093 31 07.     (W)     SCALED    
 FG1417* NAVD 88     -       238.154  (meters)     781.34   (feet)  ADJUSTED  
 FG1417  ___________________________________________________________________
 FG1417  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FG1417  DYNAMIC HT  -         237.936 (meters)     780.63  (feet)  COMP
 FG1417  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FG1417
 FG1417  VERT ORDER  -  SECOND    CLASS 0
 FG1417
 FG1417.The horizontal coordinates were scaled from a topographic map and have
 FG1417.an estimated accuracy of +/- 6 seconds.
 FG1417
 FG1417.The orthometric height was determined by differential leveling
 FG1417.and adjusted by the National Geodetic Survey in June 1991..
 FG1417
 FG1417.The geoid height was determined by GEOID03.
 FG1417
 FG1417.The dynamic height is computed by dividing the NAVD 88
 FG1417.geopotential number by the normal gravity value computed on the
 FG1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1417.degrees latitude (g = 980.6199 gals.).
 FG1417
 FG1417.The modeled gravity was interpolated from observed gravity values.
 FG1417
 FG1417;                    North         East    Units  Estimated Accuracy
 FG1417;SPC AR N     -   132,900.      262,270.      MT  (+/- 180 meters Scaled)
 FG1417
 FG1417                          SUPERSEDED SURVEY CONTROL
 FG1417
 FG1417  NGVD 29 (??/??/92)  238.124  (m)          781.25   (f) ADJ UNCH    2 0
 FG1417
 FG1417.Superseded values are not recommended for survey control.
 FG1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1417.See file dsdata.txt to determine how the superseded data were derived.
 FG1417
 FG1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV529310(NAD 83)
 FG1417_MARKER: DD = SURVEY DISK
 FG1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1417_STAMPING: TT 44 TX 1931
 FG1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1417+STABILITY: SURFACE MOTION
 FG1417
 FG1417  HISTORY     - Date     Condition        Report By
 FG1417  HISTORY     - 1931     MONUMENTED       USGS
 FG1417
 FG1417                          STATION DESCRIPTION
 FG1417
 FG1417'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG1417'5 MI NW FROM CLARKSVILLE.
 FG1417'5 MILES NORTHWEST ALONG STATE HIGWAY 123 FROM THE COURTHOUSE AT
 FG1417'CLARKSVILLE, JOHNSON COUNTY, 150 FEET NORTHEAST OF THE NORTHEAST
 FG1417'CORNER OF THE O. L. HUDSON HOME, 100 FEET SOUTHEAST OF THE SOUTHEAST
 FG1417'CORNER OF THE O. L. HUDSON STORE, 38 FEET EAST OF THE CENTERLINE OF
 FG1417'THE HIGHWAY, 8 FEET NORTHWEST OF A SOUTHWEST FENCE CORNER, AND 4 FEET
 FG1417'SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED T.T. 44 T X 1931 AND
 FG1417'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1503 ***********************************************************************
 FG1503  DESIGNATION -  TTS 5 H
 FG1503  PID         -  FG1503
 FG1503  STATE/COUNTY-  AR/FRANKLIN
 FG1503  USGS QUAD   -  CRAVENS (1973)
 FG1503
 FG1503                         *CURRENT SURVEY CONTROL
 FG1503  ___________________________________________________________________
 FG1503* NAD 83(1986)-  35 36 29.     (N)    093 53 06.     (W)     SCALED    
 FG1503* NAVD 88     -       252.926  (meters)     829.81   (feet)  ADJUSTED  
 FG1503  ___________________________________________________________________
 FG1503  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FG1503  DYNAMIC HT  -         252.690 (meters)     829.03  (feet)  COMP
 FG1503  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FG1503
 FG1503  VERT ORDER  -  SECOND    CLASS 0
 FG1503
 FG1503.The horizontal coordinates were scaled from a topographic map and have
 FG1503.an estimated accuracy of +/- 6 seconds.
 FG1503
 FG1503.The orthometric height was determined by differential leveling
 FG1503.and adjusted by the National Geodetic Survey in June 1991..
 FG1503
 FG1503.The geoid height was determined by GEOID03.
 FG1503
 FG1503.The dynamic height is computed by dividing the NAVD 88
 FG1503.geopotential number by the normal gravity value computed on the
 FG1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1503.degrees latitude (g = 980.6199 gals.).
 FG1503
 FG1503.The modeled gravity was interpolated from observed gravity values.
 FG1503
 FG1503;                    North         East    Units  Estimated Accuracy
 FG1503;SPC AR N     -   143,050.      229,230.      MT  (+/- 180 meters Scaled)
 FG1503
 FG1503                          SUPERSEDED SURVEY CONTROL
 FG1503
 FG1503  NGVD 29 (??/??/92)  252.849  (m)          829.56   (f) ADJ UNCH    2 0
 FG1503
 FG1503.Superseded values are not recommended for survey control.
 FG1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1503.See file dsdata.txt to determine how the superseded data were derived.
 FG1503
 FG1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV198408(NAD 83)
 FG1503_MARKER: DB = BENCH MARK DISK
 FG1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1503_STAMPING: T.T. 5 H 1934
 FG1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1503+STABILITY: SURFACE MOTION
 FG1503
 FG1503  HISTORY     - Date     Condition        Report By
 FG1503  HISTORY     - 1934     MONUMENTED       CGS
 FG1503  HISTORY     - 1959     GOOD             NGS
 FG1503
 FG1503                          STATION DESCRIPTION
 FG1503
 FG1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1503'IN JETHRO.
 FG1503'AT JETHRO, FRANKLIN COUNTY, AT THE POST OFFICE, 120 FEET NORTH OF THE
 FG1503'J. H. WHITE FARMHOUSE, 46 FEET NORTHEAST OF A ROAD JUNCTION, 34 FEET
 FG1503'EAST OF THE CENTERLINE OF A COUNTY ROAD, 13 FEET EAST OF A SOUTHWEST
 FG1503'FENCE CORNER, 8 FEET WEST OF THE NORTHWEST CORNER OF THE POST OFFICE,
 FG1503'AND 3 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED T.T. 5 H 1934
 FG1503'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE CROSSROADS KNOWN AS
 FG1503'JETHRO BUT THE POST OFFICE HAS BEEN REMOVED.  ALL THAT REMAINS AT THE
 FG1503'CROSSROADS IS THE HOUSE DESCRIBED AS THE J. H. WHITE FARMHOUSE IN
 FG1503'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0578 ***********************************************************************
 FG0578  DESIGNATION -  TTS 5 TX
 FG0578  PID         -  FG0578
 FG0578  STATE/COUNTY-  AR/POPE
 FG0578  USGS QUAD   -  SOLO (1980)
 FG0578
 FG0578                         *CURRENT SURVEY CONTROL
 FG0578  ___________________________________________________________________
 FG0578* NAD 83(1986)-  35 35 13.     (N)    092 57 49.     (W)     SCALED    
 FG0578* NAVD 88     -       499.188  (meters)    1637.75   (feet)  ADJUSTED  
 FG0578  ___________________________________________________________________
 FG0578  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FG0578  DYNAMIC HT  -         498.699 (meters)    1636.15  (feet)  COMP
 FG0578  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 FG0578
 FG0578  VERT ORDER  -  SECOND    CLASS 0
 FG0578
 FG0578.The horizontal coordinates were scaled from a topographic map and have
 FG0578.an estimated accuracy of +/- 6 seconds.
 FG0578
 FG0578.The orthometric height was determined by differential leveling
 FG0578.and adjusted by the National Geodetic Survey in June 1991..
 FG0578
 FG0578.The geoid height was determined by GEOID03.
 FG0578
 FG0578.The dynamic height is computed by dividing the NAVD 88
 FG0578.geopotential number by the normal gravity value computed on the
 FG0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0578.degrees latitude (g = 980.6199 gals.).
 FG0578
 FG0578.The modeled gravity was interpolated from observed gravity values.
 FG0578
 FG0578;                    North         East    Units  Estimated Accuracy
 FG0578;SPC AR N     -   139,510.      312,670.      MT  (+/- 180 meters Scaled)
 FG0578
 FG0578                          SUPERSEDED SURVEY CONTROL
 FG0578
 FG0578  NGVD 29 (??/??/92)  499.120  (m)         1637.53   (f) ADJ UNCH    2 0
 FG0578
 FG0578.Superseded values are not recommended for survey control.
 FG0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0578.See file dsdata.txt to determine how the superseded data were derived.
 FG0578
 FG0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV032381(NAD 83)
 FG0578_MARKER: DD = SURVEY DISK
 FG0578_SETTING: 66 = SET IN ROCK OUTCROP
 FG0578_SP_SET: SET IN ROCK OUTCROP
 FG0578_STAMPING: T.T. 5 TX 1931
 FG0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0578+STABILITY: POSITION/ELEVATION WELL
 FG0578
 FG0578  HISTORY     - Date     Condition        Report By
 FG0578  HISTORY     - 1931     MONUMENTED       USGS
 FG0578  HISTORY     - 1935     GOOD             NGS
 FG0578
 FG0578                          STATION DESCRIPTION
 FG0578
 FG0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0578'IN SOLO.
 FG0578'AT SOLO, POPE COUNTY, AT A SHARP CURVE IN THE HIGHWAY, OPPOSTIE THE E.
 FG0578'A.  UNDERHILL RESIDENCE, 52 FEET WEST OF THE CENTERLINE OF THE
 FG0578'HIGHWAY, 38 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL LOG HOUSE,
 FG0578'AND 29 FEET SOUTH OF A GAS PUMP AT THE EAST END OF A SMALL BUILDING. A
 FG0578'STANDARD DISK, STAMPED T.T. 5 TX 1931 AND SET IN A SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1497 ***********************************************************************
 FG1497  DESIGNATION -  TTS 6 H
 FG1497  PID         -  FG1497
 FG1497  STATE/COUNTY-  AR/FRANKLIN
 FG1497  USGS QUAD   -  CRAVENS (1973)
 FG1497
 FG1497                         *CURRENT SURVEY CONTROL
 FG1497  ___________________________________________________________________
 FG1497* NAD 83(1986)-  35 36 00.     (N)    093 55 11.     (W)     SCALED    
 FG1497* NAVD 88     -       326.870  (meters)    1072.41   (feet)  ADJUSTED  
 FG1497  ___________________________________________________________________
 FG1497  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FG1497  DYNAMIC HT  -         326.568 (meters)    1071.42  (feet)  COMP
 FG1497  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 FG1497
 FG1497  VERT ORDER  -  SECOND    CLASS 0
 FG1497
 FG1497.The horizontal coordinates were scaled from a topographic map and have
 FG1497.an estimated accuracy of +/- 6 seconds.
 FG1497
 FG1497.The orthometric height was determined by differential leveling
 FG1497.and adjusted by the National Geodetic Survey in June 1991..
 FG1497
 FG1497.The geoid height was determined by GEOID03.
 FG1497
 FG1497.The dynamic height is computed by dividing the NAVD 88
 FG1497.geopotential number by the normal gravity value computed on the
 FG1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1497.degrees latitude (g = 980.6199 gals.).
 FG1497
 FG1497.The modeled gravity was interpolated from observed gravity values.
 FG1497
 FG1497;                    North         East    Units  Estimated Accuracy
 FG1497;SPC AR N     -   142,220.      226,060.      MT  (+/- 180 meters Scaled)
 FG1497
 FG1497                          SUPERSEDED SURVEY CONTROL
 FG1497
 FG1497  NGVD 29 (??/??/92)  326.795  (m)         1072.16   (f) ADJ UNCH    2 0
 FG1497
 FG1497.Superseded values are not recommended for survey control.
 FG1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1497.See file dsdata.txt to determine how the superseded data were derived.
 FG1497
 FG1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV166399(NAD 83)
 FG1497_MARKER: DD = SURVEY DISK
 FG1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1497_STAMPING: T.T. 6 H 1934 1072
 FG1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1497+STABILITY: SURFACE MOTION
 FG1497
 FG1497  HISTORY     - Date     Condition        Report By
 FG1497  HISTORY     - 1934     MONUMENTED       USGS
 FG1497  HISTORY     - 1959     GOOD             NGS
 FG1497
 FG1497                          STATION DESCRIPTION
 FG1497
 FG1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1497'3.4 MI SW FROM JETHRO.
 FG1497'3.4 MILES SOUTHWEST ALONG THE JETHRO-WHITE ROCK ROAD FROM THE POST
 FG1497'OFFICE AT JETHRO, FRANKLIN COUNTY, ON A KNOLL IN VIEW OF TAFT
 FG1497'MOUNTAIN, 51 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET NORTH
 FG1497'OF THE NORTH SIDE OF AN OLD CELLAR, AND 6 FEET NORTH OF THE NORTHWEST
 FG1497'CORNER OF AN OLD CHIMNEY SITE.  A STANDARD DISK STAMPED T.T. 6 H 1934
 FG1497'1072, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- NORTH OF THE
 FG1497'NORTHWEST CORNER OF A PILE OF ROCKS THAT WERE PART OF THE OLD CHIMNEY.
 FG1497'THE ROAD PAST THE MARK IS NO LONGER A PUBLIC ROAD BUT IS PASSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0575 ***********************************************************************
 FG0575  DESIGNATION -  TTS 6 TX
 FG0575  PID         -  FG0575
 FG0575  STATE/COUNTY-  AR/POPE
 FG0575  USGS QUAD   -  SOLO (1980)
 FG0575
 FG0575                         *CURRENT SURVEY CONTROL
 FG0575  ___________________________________________________________________
 FG0575* NAD 83(1986)-  35 32 45.     (N)    092 58 20.     (W)     SCALED    
 FG0575* NAVD 88     -       453.157  (meters)    1486.73   (feet)  ADJUSTED  
 FG0575  ___________________________________________________________________
 FG0575  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FG0575  DYNAMIC HT  -         452.718 (meters)    1485.29  (feet)  COMP
 FG0575  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 FG0575
 FG0575  VERT ORDER  -  SECOND    CLASS 0
 FG0575
 FG0575.The horizontal coordinates were scaled from a topographic map and have
 FG0575.an estimated accuracy of +/- 6 seconds.
 FG0575
 FG0575.The orthometric height was determined by differential leveling
 FG0575.and adjusted by the National Geodetic Survey in June 1991..
 FG0575
 FG0575.The geoid height was determined by GEOID03.
 FG0575
 FG0575.The dynamic height is computed by dividing the NAVD 88
 FG0575.geopotential number by the normal gravity value computed on the
 FG0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0575.degrees latitude (g = 980.6199 gals.).
 FG0575
 FG0575.The modeled gravity was interpolated from observed gravity values.
 FG0575
 FG0575;                    North         East    Units  Estimated Accuracy
 FG0575;SPC AR N     -   134,950.      311,850.      MT  (+/- 180 meters Scaled)
 FG0575
 FG0575                          SUPERSEDED SURVEY CONTROL
 FG0575
 FG0575  NGVD 29 (??/??/92)  453.102  (m)         1486.55   (f) ADJ UNCH    2 0
 FG0575
 FG0575.Superseded values are not recommended for survey control.
 FG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0575.See file dsdata.txt to determine how the superseded data were derived.
 FG0575
 FG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV025335(NAD 83)
 FG0575_MARKER: DD = SURVEY DISK
 FG0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0575_STAMPING: T.T. 6 TX 1931
 FG0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0575+STABILITY: SURFACE MOTION
 FG0575
 FG0575  HISTORY     - Date     Condition        Report By
 FG0575  HISTORY     - 1931     MONUMENTED       USGS
 FG0575  HISTORY     - 1935     GOOD             NGS
 FG0575
 FG0575                          STATION DESCRIPTION
 FG0575
 FG0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0575'6.7 MI N FROM HECTOR.
 FG0575'6.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE FOREST SERVICE OFFICE
 FG0575'BUILDING AT HECTOR, POPE COUNTY, AT THE TOP OF A HILL BETWEEN TWO
 FG0575'CURVES, 200 FEET SOUTH OF THE SOUTH END OF A STONE WALL EAST OF
 FG0575'HIGHWAY, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET
 FG0575'NORTHEAST OF A 12-INCH OAK TREE USED AS A POLE.  A STANDARD DISK,
 FG0575'STAMPED T.T. 6 TX 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0586 ***********************************************************************
 FG0586  DESIGNATION -  TTS 68
 FG0586  PID         -  FG0586
 FG0586  STATE/COUNTY-  AR/POPE
 FG0586  USGS QUAD   -  SMYRNA (1980)
 FG0586
 FG0586                         *CURRENT SURVEY CONTROL
 FG0586  ___________________________________________________________________
 FG0586* NAD 83(1986)-  35 41 53.     (N)    092 58 45.     (W)     SCALED    
 FG0586* NAVD 88     -       550.150  (meters)    1804.95   (feet)  ADJUSTED  
 FG0586  ___________________________________________________________________
 FG0586  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG0586  DYNAMIC HT  -         549.616 (meters)    1803.20  (feet)  COMP
 FG0586  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FG0586
 FG0586  VERT ORDER  -  SECOND    CLASS 0
 FG0586
 FG0586.The horizontal coordinates were scaled from a topographic map and have
 FG0586.an estimated accuracy of +/- 6 seconds.
 FG0586
 FG0586.The orthometric height was determined by differential leveling
 FG0586.and adjusted by the National Geodetic Survey in June 1991..
 FG0586
 FG0586.The geoid height was determined by GEOID03.
 FG0586
 FG0586.The dynamic height is computed by dividing the NAVD 88
 FG0586.geopotential number by the normal gravity value computed on the
 FG0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0586.degrees latitude (g = 980.6199 gals.).
 FG0586
 FG0586.The modeled gravity was interpolated from observed gravity values.
 FG0586
 FG0586;                    North         East    Units  Estimated Accuracy
 FG0586;SPC AR N     -   151,850.      311,390.      MT  (+/- 180 meters Scaled)
 FG0586
 FG0586                          SUPERSEDED SURVEY CONTROL
 FG0586
 FG0586  NGVD 29 (??/??/92)  550.067  (m)         1804.68   (f) ADJ UNCH    2 0
 FG0586
 FG0586.Superseded values are not recommended for survey control.
 FG0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0586.See file dsdata.txt to determine how the superseded data were derived.
 FG0586
 FG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV018504(NAD 83)
 FG0586_MARKER: DD = SURVEY DISK
 FG0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0586_STAMPING: T.T. 68 TX 1931
 FG0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0586+STABILITY: SURFACE MOTION
 FG0586
 FG0586  HISTORY     - Date     Condition        Report By
 FG0586  HISTORY     - 1931     MONUMENTED       USGS
 FG0586  HISTORY     - 1935     GOOD             NGS
 FG0586
 FG0586                          STATION DESCRIPTION
 FG0586
 FG0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0586'2.8 MI S FROM BEN HUR.
 FG0586'2.8 MILES SOUTH ALONG STATE HIGHWAY 16 FROM BEN HUR, POPE COUNTY, 60
 FG0586'FEET NORTH OF THE NORTHWEST CORNER OF A SHACK, 30 FEET WEST OF THE
 FG0586'CENTERLINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTERLINE OF THE ROAD
 FG0586'TO THE SHACK, 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND 3 INCHES ABOVE
 FG0586'THE GROUND.  A STANDARD DISK, STAMPED T.T. 68 TX 1931 AND SET IN THE
 FG0586'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0589 ***********************************************************************
 FG0589  DESIGNATION -  TTS 69
 FG0589  PID         -  FG0589
 FG0589  STATE/COUNTY-  AR/POPE
 FG0589  USGS QUAD   -  SMYRNA (1980)
 FG0589
 FG0589                         *CURRENT SURVEY CONTROL
 FG0589  ___________________________________________________________________
 FG0589* NAD 83(1986)-  35 43 48.     (N)    092 58 23.     (W)     SCALED    
 FG0589* NAVD 88     -       527.292  (meters)    1729.96   (feet)  ADJUSTED  
 FG0589  ___________________________________________________________________
 FG0589  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0589  DYNAMIC HT  -         526.786 (meters)    1728.30  (feet)  COMP
 FG0589  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FG0589
 FG0589  VERT ORDER  -  SECOND    CLASS 0
 FG0589
 FG0589.The horizontal coordinates were scaled from a topographic map and have
 FG0589.an estimated accuracy of +/- 6 seconds.
 FG0589
 FG0589.The orthometric height was determined by differential leveling
 FG0589.and adjusted by the National Geodetic Survey in June 1991..
 FG0589
 FG0589.The geoid height was determined by GEOID03.
 FG0589
 FG0589.The dynamic height is computed by dividing the NAVD 88
 FG0589.geopotential number by the normal gravity value computed on the
 FG0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0589.degrees latitude (g = 980.6199 gals.).
 FG0589
 FG0589.The modeled gravity was interpolated from observed gravity values.
 FG0589
 FG0589;                    North         East    Units  Estimated Accuracy
 FG0589;SPC AR N     -   155,380.      311,970.      MT  (+/- 180 meters Scaled)
 FG0589
 FG0589                          SUPERSEDED SURVEY CONTROL
 FG0589
 FG0589  NGVD 29 (??/??/92)  527.209  (m)         1729.68   (f) ADJ UNCH    2 0
 FG0589
 FG0589.Superseded values are not recommended for survey control.
 FG0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0589.See file dsdata.txt to determine how the superseded data were derived.
 FG0589
 FG0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV024540(NAD 83)
 FG0589_MARKER: DD = SURVEY DISK
 FG0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0589_STAMPING: T.T. 69 TX 1931
 FG0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0589+STABILITY: SURFACE MOTION
 FG0589
 FG0589  HISTORY     - Date     Condition        Report By
 FG0589  HISTORY     - 1931     MONUMENTED       USGS
 FG0589  HISTORY     - 1935     GOOD             NGS
 FG0589
 FG0589                          STATION DESCRIPTION
 FG0589
 FG0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0589'IN BEN HUR.
 FG0589'AT BEN HUR, POPE COUNTY, 45 FEET WEST OF THE FRONT OF THE WILLIS
 FG0589'GEORGE RESIDENCE, 21 FEET EAST OF THE CENTERLINE OF STAATE HIGHWAY 16,
 FG0589'7 FEET SOUTH OF THE CENTER OF A GATE, AND 1 FOOT EAST OF A FENCE. A
 FG0589'STANDARD DISK, STAMPED T.T. 69 TX 1931 AND SET IN THE TOP OF A
 FG0589'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0357 ***********************************************************************
 EJ0357  DESIGNATION -  TTS 7
 EJ0357  PID         -  EJ0357
 EJ0357  STATE/COUNTY-  AR/PULASKI
 EJ0357  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0357
 EJ0357                         *CURRENT SURVEY CONTROL
 EJ0357  ___________________________________________________________________
 EJ0357* NAD 83(1986)-  34 38 34.     (N)    092 18 27.     (W)     SCALED    
 EJ0357* NAVD 88     -        81.092  (meters)     266.05   (feet)  ADJUSTED  
 EJ0357  ___________________________________________________________________
 EJ0357  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ0357  DYNAMIC HT  -          81.015 (meters)     265.80  (feet)  COMP
 EJ0357  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 EJ0357
 EJ0357  VERT ORDER  -  SECOND    CLASS 0
 EJ0357
 EJ0357.The horizontal coordinates were scaled from a topographic map and have
 EJ0357.an estimated accuracy of +/- 6 seconds.
 EJ0357
 EJ0357.The orthometric height was determined by differential leveling
 EJ0357.and adjusted by the National Geodetic Survey in June 1991..
 EJ0357
 EJ0357.The geoid height was determined by GEOID03.
 EJ0357
 EJ0357.The dynamic height is computed by dividing the NAVD 88
 EJ0357.geopotential number by the normal gravity value computed on the
 EJ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0357.degrees latitude (g = 980.6199 gals.).
 EJ0357
 EJ0357.The modeled gravity was interpolated from observed gravity values.
 EJ0357
 EJ0357;                    North         East    Units  Estimated Accuracy
 EJ0357;SPC AR S     -   619,220.      371,810.      MT  (+/- 180 meters Scaled)
 EJ0357
 EJ0357                          SUPERSEDED SURVEY CONTROL
 EJ0357
 EJ0357  NGVD 29 (??/??/92)   81.142  (m)          266.21   (f) ADJ UNCH    2 0
 EJ0357
 EJ0357.Superseded values are not recommended for survey control.
 EJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0357.See file dsdata.txt to determine how the superseded data were derived.
 EJ0357
 EJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU634336(NAD 83)
 EJ0357_MARKER: DD = SURVEY DISK
 EJ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0357_STAMPING: TT 7 1933
 EJ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0357+STABILITY: SURFACE MOTION
 EJ0357
 EJ0357  HISTORY     - Date     Condition        Report By
 EJ0357  HISTORY     - 1933     MONUMENTED       ARGS
 EJ0357  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0357  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0357  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0357
 EJ0357                          STATION DESCRIPTION
 EJ0357
 EJ0357'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1933
 EJ0357'6.9 MI S FROM LITTLE ROCK.
 EJ0357'6.9 MILES SOUTH ALONG U.S. HIGHWAY 167 FROM THE BIDDLE SHOPS OF THE
 EJ0357'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT LITTLE ROCK, PULASKI
 EJ0357'COUNTY, 80 FEET NORTHWEST OF THE CENTER OF A SHARP CURVE, 110 FEET
 EJ0357'NORTHWEST OF THE CENTER OF THE JUNCTION OF A COUNTY ROAD LEADING
 EJ0357'SOUTH, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 28 FEET
 EJ0357'NORTHWEST OF THE WEST END OF THE BACKWALL OF A CULVERT, AND 5 FEET
 EJ0357'SOUTHWEST OF A 13-INCH PINE TREE.  A STANDARD DISK, STAMPED TT 7 1933
 EJ0357'AND SET IN THE TOP OF A CONCRETE POST.
 EJ0357
 EJ0357                          STATION RECOVERY (1984)
 EJ0357
 EJ0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0357'MARK NOT FOUND.
 EJ0357
 EJ0357                          STATION RECOVERY (1989)
 EJ0357
 EJ0357'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0357'MARK NOT FOUND.
 EJ0357
 EJ0357                          STATION RECOVERY (1990)
 EJ0357
 EJ0357'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0084 ***********************************************************************
 FH0084  DESIGNATION -  TTS 7 H
 FH0084  PID         -  FH0084
 FH0084  STATE/COUNTY-  AR/CRAWFORD
 FH0084  USGS QUAD   -  FERN (1983)
 FH0084
 FH0084                         *CURRENT SURVEY CONTROL
 FH0084  ___________________________________________________________________
 FH0084* NAD 83(1986)-  35 40 23.     (N)    094 04 24.     (W)     SCALED    
 FH0084* NAVD 88     -       486.185  (meters)    1595.09   (feet)  ADJUSTED  
 FH0084  ___________________________________________________________________
 FH0084  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FH0084  DYNAMIC HT  -         485.721 (meters)    1593.57  (feet)  COMP
 FH0084  MODELED GRAV-     979,663.0   (mgal)                       NAVD 88
 FH0084
 FH0084  VERT ORDER  -  SECOND    CLASS 0
 FH0084
 FH0084.The horizontal coordinates were scaled from a topographic map and have
 FH0084.an estimated accuracy of +/- 6 seconds.
 FH0084
 FH0084.The orthometric height was determined by differential leveling
 FH0084.and adjusted by the National Geodetic Survey in June 1991..
 FH0084
 FH0084.The geoid height was determined by GEOID03.
 FH0084
 FH0084.The dynamic height is computed by dividing the NAVD 88
 FH0084.geopotential number by the normal gravity value computed on the
 FH0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0084.degrees latitude (g = 980.6199 gals.).
 FH0084
 FH0084.The modeled gravity was interpolated from observed gravity values.
 FH0084
 FH0084;                    North         East    Units  Estimated Accuracy
 FH0084;SPC AR N     -   150,610.      212,320.      MT  (+/- 180 meters Scaled)
 FH0084
 FH0084                          SUPERSEDED SURVEY CONTROL
 FH0084
 FH0084  NGVD 29 (??/??/92)  486.08   (m)         1594.7    (f) COMPUTED    2 0
 FH0084
 FH0084.Superseded values are not recommended for survey control.
 FH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0084.See file dsdata.txt to determine how the superseded data were derived.
 FH0084
 FH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV028482(NAD 83)
 FH0084_MARKER: DD = SURVEY DISK
 FH0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0084_STAMPING: T.T. 7 H 1933
 FH0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0084+STABILITY: SURFACE MOTION
 FH0084
 FH0084  HISTORY     - Date     Condition        Report By
 FH0084  HISTORY     - 1933     MONUMENTED       USGS
 FH0084  HISTORY     - 1959     GOOD             NGS
 FH0084
 FH0084                          STATION DESCRIPTION
 FH0084
 FH0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0084'AT LOCKE.
 FH0084'AT LOCKE, CRAWFORD COUNTY, AT THE SCHOOL, 81 FEET EAST OF THE
 FH0084'CENTERLINE OF THE ROAD, 12 FEET NORTHWEST OF THE SOUTHWEST
 FH0084'CORNER OF THE SCHOOLHOUSE, 5 FEET WEST OF THE WEST WALL, 34 FEET
 FH0084'NORTHEAST OF A WELL, AND 16 FEET NORTHEAST OF A 16-INCH OAK
 FH0084'TREE.  A STANDARD DISK, STAMPED T.T. 7 H 1933 AND SET IN THE
 FH0084'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0573 ***********************************************************************
 FG0573  DESIGNATION -  TTS 7 TX
 FG0573  PID         -  FG0573
 FG0573  STATE/COUNTY-  AR/POPE
 FG0573  USGS QUAD   -  SOLO (1980)
 FG0573
 FG0573                         *CURRENT SURVEY CONTROL
 FG0573  ___________________________________________________________________
 FG0573* NAD 83(1986)-  35 30 52.     (N)    092 58 48.     (W)     SCALED    
 FG0573* NAVD 88     -       249.801  (meters)     819.56   (feet)  ADJUSTED  
 FG0573  ___________________________________________________________________
 FG0573  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FG0573  DYNAMIC HT  -         249.566 (meters)     818.78  (feet)  COMP
 FG0573  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FG0573
 FG0573  VERT ORDER  -  SECOND    CLASS 0
 FG0573
 FG0573.The horizontal coordinates were scaled from a topographic map and have
 FG0573.an estimated accuracy of +/- 6 seconds.
 FG0573
 FG0573.The orthometric height was determined by differential leveling
 FG0573.and adjusted by the National Geodetic Survey in June 1991..
 FG0573
 FG0573.The geoid height was determined by GEOID03.
 FG0573
 FG0573.The dynamic height is computed by dividing the NAVD 88
 FG0573.geopotential number by the normal gravity value computed on the
 FG0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0573.degrees latitude (g = 980.6199 gals.).
 FG0573
 FG0573.The modeled gravity was interpolated from observed gravity values.
 FG0573
 FG0573;                    North         East    Units  Estimated Accuracy
 FG0573;SPC AR N     -   131,480.      311,110.      MT  (+/- 180 meters Scaled)
 FG0573
 FG0573                          SUPERSEDED SURVEY CONTROL
 FG0573
 FG0573  NGVD 29 (??/??/92)  249.758  (m)          819.41   (f) ADJ UNCH    2 0
 FG0573
 FG0573.Superseded values are not recommended for survey control.
 FG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0573.See file dsdata.txt to determine how the superseded data were derived.
 FG0573
 FG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV018300(NAD 83)
 FG0573_MARKER: DD = SURVEY DISK
 FG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0573_STAMPING: T.T. 7 TX 1931
 FG0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0573+STABILITY: SURFACE MOTION
 FG0573
 FG0573  HISTORY     - Date     Condition        Report By
 FG0573  HISTORY     - 1931     MONUMENTED       USGS
 FG0573
 FG0573                          STATION DESCRIPTION
 FG0573
 FG0573'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0573'3.9 MI N FROM HECTOR.
 FG0573'3.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE FOREST SERVICE OFFICE
 FG0573'BUILDING AT HECTOR, POPE COUNTY, 1.2 MILES NORTHWEST OF THE ILLNOIS
 FG0573'BAYOU BRIDGE, 30 FEET SOUTHWEST OF A ROAD JUNCTION, 27 FEET WEST OF
 FG0573'THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE CENTERLINE OF
 FG0573'THE SIDE ROAD, AND 30 FEET NORTHEAST OF A FENCE.  A STANDARD DISK,
 FG0573'STAMPED T.T. 7 TX 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0737 ***********************************************************************
 FG0737  DESIGNATION -  TTS 73
 FG0737  PID         -  FG0737
 FG0737  STATE/COUNTY-  AR/NEWTON
 FG0737  USGS QUAD   -  LURTON (1980)
 FG0737
 FG0737                         *CURRENT SURVEY CONTROL
 FG0737  ___________________________________________________________________
 FG0737* NAD 83(1986)-  35 47 14.     (N)    093 03 47.     (W)     SCALED    
 FG0737* NAVD 88     -       641.084  (meters)    2103.29   (feet)  ADJUSTED  
 FG0737  ___________________________________________________________________
 FG0737  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0737  DYNAMIC HT  -         640.457 (meters)    2101.23  (feet)  COMP
 FG0737  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 FG0737
 FG0737  VERT ORDER  -  SECOND    CLASS 0
 FG0737
 FG0737.The horizontal coordinates were scaled from a topographic map and have
 FG0737.an estimated accuracy of +/- 6 seconds.
 FG0737
 FG0737.The orthometric height was determined by differential leveling
 FG0737.and adjusted by the National Geodetic Survey in June 1991..
 FG0737
 FG0737.The geoid height was determined by GEOID03.
 FG0737
 FG0737.The dynamic height is computed by dividing the NAVD 88
 FG0737.geopotential number by the normal gravity value computed on the
 FG0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0737.degrees latitude (g = 980.6199 gals.).
 FG0737
 FG0737.The modeled gravity was interpolated from observed gravity values.
 FG0737
 FG0737;                    North         East    Units  Estimated Accuracy
 FG0737;SPC AR N     -   161,820.      303,900.      MT  (+/- 180 meters Scaled)
 FG0737
 FG0737                          SUPERSEDED SURVEY CONTROL
 FG0737
 FG0737  NGVD 29 (??/??/92)  640.986  (m)         2102.97   (f) ADJ UNCH    2 0
 FG0737
 FG0737.Superseded values are not recommended for survey control.
 FG0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0737.See file dsdata.txt to determine how the superseded data were derived.
 FG0737
 FG0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV943603(NAD 83)
 FG0737_MARKER: DD = SURVEY DISK
 FG0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0737_STAMPING: T.T. 73 TX 1931 2103
 FG0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0737+STABILITY: SURFACE MOTION
 FG0737
 FG0737  HISTORY     - Date     Condition        Report By
 FG0737  HISTORY     - 1931     MONUMENTED       USGS
 FG0737  HISTORY     - 1935     GOOD             NGS
 FG0737
 FG0737                          STATION DESCRIPTION
 FG0737
 FG0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0737'1.7 MI N FROM LURTON.
 FG0737'1.7 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 FG0737'LURTON, NEWTON COUNTY, AT THE JUNCTION BASS ROAD, 50 FEET SOUTHWEST OF
 FG0737'THE CENTER OF THE JUNCTION, 15 FEET EAST OF THE HIGHWAY, AND 70 FEET
 FG0737'SOUTH OF BENCH MARK U 128.  A STANDARD DISK, STAMPED T.T. 73 TX 1931
 FG0737'2103 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0772 ***********************************************************************
 FG0772  DESIGNATION -  TTS 74
 FG0772  PID         -  FG0772
 FG0772  STATE/COUNTY-  AR/NEWTON
 FG0772  USGS QUAD   -  LURTON (1980)
 FG0772
 FG0772                         *CURRENT SURVEY CONTROL
 FG0772  ___________________________________________________________________
 FG0772* NAD 83(1986)-  35 48 34.     (N)    093 00 55.     (W)     SCALED    
 FG0772* NAVD 88     -       675.384  (meters)    2215.82   (feet)  ADJUSTED  
 FG0772  ___________________________________________________________________
 FG0772  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0772  DYNAMIC HT  -         674.725 (meters)    2213.66  (feet)  COMP
 FG0772  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 FG0772
 FG0772  VERT ORDER  -  SECOND    CLASS 0
 FG0772
 FG0772.The horizontal coordinates were scaled from a topographic map and have
 FG0772.an estimated accuracy of +/- 6 seconds.
 FG0772
 FG0772.The orthometric height was determined by differential leveling
 FG0772.and adjusted by the National Geodetic Survey in June 1991..
 FG0772
 FG0772.The geoid height was determined by GEOID03.
 FG0772
 FG0772.The dynamic height is computed by dividing the NAVD 88
 FG0772.geopotential number by the normal gravity value computed on the
 FG0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0772.degrees latitude (g = 980.6199 gals.).
 FG0772
 FG0772.The modeled gravity was interpolated from observed gravity values.
 FG0772
 FG0772;                    North         East    Units  Estimated Accuracy
 FG0772;SPC AR N     -   164,240.      308,250.      MT  (+/- 180 meters Scaled)
 FG0772
 FG0772                          SUPERSEDED SURVEY CONTROL
 FG0772
 FG0772  NGVD 29 (??/??/92)  675.282  (m)         2215.49   (f) ADJ UNCH    2 0
 FG0772
 FG0772.Superseded values are not recommended for survey control.
 FG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0772.See file dsdata.txt to determine how the superseded data were derived.
 FG0772
 FG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV986628(NAD 83)
 FG0772_MARKER: DD = SURVEY DISK
 FG0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0772_STAMPING: T.T. 74 TX 1931
 FG0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0772+STABILITY: SURFACE MOTION
 FG0772
 FG0772  HISTORY     - Date     Condition        Report By
 FG0772  HISTORY     - 1931     MONUMENTED       USGS
 FG0772
 FG0772                          STATION DESCRIPTION
 FG0772
 FG0772'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FG0772'5.1 MI N FROM MOORE.
 FG0772'5.1 MILES NORTH ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF THE
 FG0772'LURTON ROAD AT MOORE, NEWTON COUNTY, AT THE KETCHERSIDE TOWER, 18 FEET
 FG0772'WEST OF THE NORTHWEST CORNER OF THE KEEPERS HOUSE, 154 FEET WEST OF
 FG0772'THE CENTERLINE OF THE ROAD, AND AT THE CENTER OF THE BASE OF THE
 FG0772'TOWER.  A STANDARD DISK, STAMPED T.T. 74 TX 1931 AND SET IN THE TOP OF
 FG0772'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0727 ***********************************************************************
 FG0727  DESIGNATION -  TTS 75
 FG0727  PID         -  FG0727
 FG0727  STATE/COUNTY-  AR/NEWTON
 FG0727  USGS QUAD   -  MOORE (1980)
 FG0727
 FG0727                         *CURRENT SURVEY CONTROL
 FG0727  ___________________________________________________________________
 FG0727* NAD 83(1986)-  35 50 27.     (N)    092 59 40.     (W)     SCALED    
 FG0727* NAVD 88     -       631.234  (meters)    2070.97   (feet)  ADJUSTED  
 FG0727  ___________________________________________________________________
 FG0727  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0727  DYNAMIC HT  -         630.619 (meters)    2068.96  (feet)  COMP
 FG0727  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FG0727
 FG0727  VERT ORDER  -  SECOND    CLASS 0
 FG0727
 FG0727.The horizontal coordinates were scaled from a topographic map and have
 FG0727.an estimated accuracy of +/- 6 seconds.
 FG0727
 FG0727.The orthometric height was determined by differential leveling
 FG0727.and adjusted by the National Geodetic Survey in June 1991..
 FG0727
 FG0727.The geoid height was determined by GEOID03.
 FG0727
 FG0727.The dynamic height is computed by dividing the NAVD 88
 FG0727.geopotential number by the normal gravity value computed on the
 FG0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0727.degrees latitude (g = 980.6199 gals.).
 FG0727
 FG0727.The modeled gravity was interpolated from observed gravity values.
 FG0727
 FG0727;                    North         East    Units  Estimated Accuracy
 FG0727;SPC AR N     -   167,700.      310,160.      MT  (+/- 180 meters Scaled)
 FG0727
 FG0727                          SUPERSEDED SURVEY CONTROL
 FG0727
 FG0727  NGVD 29 (??/??/92)  631.129  (m)         2070.63   (f) ADJ UNCH    2 0
 FG0727
 FG0727.Superseded values are not recommended for survey control.
 FG0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0727.See file dsdata.txt to determine how the superseded data were derived.
 FG0727
 FG0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV005662(NAD 83)
 FG0727_MARKER: DB = BENCH MARK DISK
 FG0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0727_STAMPING: T.T. 75 TX 1931
 FG0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0727+STABILITY: SURFACE MOTION
 FG0727
 FG0727  HISTORY     - Date     Condition        Report By
 FG0727  HISTORY     - 1931     MONUMENTED       USGS
 FG0727  HISTORY     - 1935     GOOD             NGS
 FG0727
 FG0727                          STATION DESCRIPTION
 FG0727
 FG0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0727'4.6 MI S FROM BASS.
 FG0727'4.6 MILES SOUTH ALONG THE MOORE ROAD FROM THE POST OFFICE AT GENERAL
 FG0727'STORE AT BASS, NEWTON COUNTY, 2.8 MILES NORTH OF THE KETCHERSIDE
 FG0727'TOWER, 185 FEET SOUTH OF A CULVERT, 24 FEET EAST OF THE CENTERLINE OF
 FG0727'THE NEW ROAD, 16 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING EAST,
 FG0727'93 FEET SOUTHWEST OF A BLAZED 18-INCH WHITE OAK TREE, 6 1/2 FEET NORTH
 FG0727'OF A POLE, AND 1 FOOT BELOW THE LEVEL OF THE OLD ROAD.  A STANDARD
 FG0727'DISK, STAMPED T.T. 75 TX 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0354 ***********************************************************************
 EJ0354  DESIGNATION -  TTS 8
 EJ0354  PID         -  EJ0354
 EJ0354  STATE/COUNTY-  AR/PULASKI
 EJ0354  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0354
 EJ0354                         *CURRENT SURVEY CONTROL
 EJ0354  ___________________________________________________________________
 EJ0354* NAD 83(1986)-  34 40 01.     (N)    092 18 21.     (W)     SCALED    
 EJ0354* NAVD 88     -        79.956  (meters)     262.32   (feet)  ADJUSTED  
 EJ0354  ___________________________________________________________________
 EJ0354  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EJ0354  DYNAMIC HT  -          79.881 (meters)     262.08  (feet)  COMP
 EJ0354  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 EJ0354
 EJ0354  VERT ORDER  -  SECOND    CLASS 0
 EJ0354
 EJ0354.The horizontal coordinates were scaled from a topographic map and have
 EJ0354.an estimated accuracy of +/- 6 seconds.
 EJ0354
 EJ0354.The orthometric height was determined by differential leveling
 EJ0354.and adjusted by the National Geodetic Survey in June 1991..
 EJ0354
 EJ0354.The geoid height was determined by GEOID03.
 EJ0354
 EJ0354.The dynamic height is computed by dividing the NAVD 88
 EJ0354.geopotential number by the normal gravity value computed on the
 EJ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0354.degrees latitude (g = 980.6199 gals.).
 EJ0354
 EJ0354.The modeled gravity was interpolated from observed gravity values.
 EJ0354
 EJ0354;                    North         East    Units  Estimated Accuracy
 EJ0354;SPC AR S     -   621,900.      371,970.      MT  (+/- 180 meters Scaled)
 EJ0354
 EJ0354                          SUPERSEDED SURVEY CONTROL
 EJ0354
 EJ0354  NGVD 29 (??/??/92)   80.006  (m)          262.49   (f) ADJ UNCH    2 0
 EJ0354
 EJ0354.Superseded values are not recommended for survey control.
 EJ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0354.See file dsdata.txt to determine how the superseded data were derived.
 EJ0354
 EJ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU636363(NAD 83)
 EJ0354_MARKER: DB = BENCH MARK DISK
 EJ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0354_STAMPING: TT 8 1933
 EJ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0354+STABILITY: SURFACE MOTION
 EJ0354
 EJ0354  HISTORY     - Date     Condition        Report By
 EJ0354  HISTORY     - 1933     MONUMENTED       CGS
 EJ0354  HISTORY     - 1960     GOOD             NGS
 EJ0354  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0354  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0354
 EJ0354                          STATION DESCRIPTION
 EJ0354
 EJ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0354'5.2 MI S FROM LITTLE ROCK.
 EJ0354'5.2 MILES SOUTH ALONG U.S. HIGHWAY 167 FROM THE BIDDLE SHOPS OF THE
 EJ0354'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT LITTLE ROCK, PULASKI
 EJ0354'COUNTY, 70 FEET SOUTH OF POLE ESE 40+120, 47.6 FEET NORTH OF THE NORTH
 EJ0354'CORNER OF THE ROCKY MOUNTAIN BAPTIST CHURCH, 51 FEET SOUTHEAST OF THE
 EJ0354'CENTER OF A GRAVEL-ROAD INTERSECTION, AND 47.5 FEET SOUTHEAST OF THE
 EJ0354'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED TT 8 1933 AND SET
 EJ0354'IN THE TOP OF A CONCRETE POST.
 EJ0354
 EJ0354                          STATION RECOVERY (1989)
 EJ0354
 EJ0354'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0354'MARK NOT FOUND.
 EJ0354
 EJ0354                          STATION RECOVERY (1990)
 EJ0354
 EJ0354'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1423 ***********************************************************************
 FG1423  DESIGNATION -  TTS 8 H
 FG1423  PID         -  FG1423
 FG1423  STATE/COUNTY-  AR/FRANKLIN
 FG1423  USGS QUAD   -  BIDVILLE (1973)
 FG1423
 FG1423                         *CURRENT SURVEY CONTROL
 FG1423  ___________________________________________________________________
 FG1423* NAD 83(1986)-  35 39 54.     (N)    093 52 59.     (W)     SCALED    
 FG1423* NAVD 88     -       502.980  (meters)    1650.19   (feet)  ADJUSTED  
 FG1423  ___________________________________________________________________
 FG1423  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FG1423  DYNAMIC HT  -         502.498 (meters)    1648.61  (feet)  COMP
 FG1423  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 FG1423
 FG1423  VERT ORDER  -  SECOND    CLASS 0
 FG1423
 FG1423.The horizontal coordinates were scaled from a topographic map and have
 FG1423.an estimated accuracy of +/- 6 seconds.
 FG1423
 FG1423.The orthometric height was determined by differential leveling
 FG1423.and adjusted by the National Geodetic Survey in June 1991..
 FG1423
 FG1423.The geoid height was determined by GEOID03.
 FG1423
 FG1423.The dynamic height is computed by dividing the NAVD 88
 FG1423.geopotential number by the normal gravity value computed on the
 FG1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1423.degrees latitude (g = 980.6199 gals.).
 FG1423
 FG1423.The modeled gravity was interpolated from observed gravity values.
 FG1423
 FG1423;                    North         East    Units  Estimated Accuracy
 FG1423;SPC AR N     -   149,370.      229,520.      MT  (+/- 180 meters Scaled)
 FG1423
 FG1423                          SUPERSEDED SURVEY CONTROL
 FG1423
 FG1423  NGVD 29 (??/??/92)  502.882  (m)         1649.87   (f) ADJ UNCH    2 0
 FG1423
 FG1423.Superseded values are not recommended for survey control.
 FG1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1423.See file dsdata.txt to determine how the superseded data were derived.
 FG1423
 FG1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV200471(NAD 83)
 FG1423_MARKER: DB = BENCH MARK DISK
 FG1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1423_STAMPING: T.T. 8 H 1934 1949
 FG1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1423+STABILITY: SURFACE MOTION
 FG1423
 FG1423  HISTORY     - Date     Condition        Report By
 FG1423  HISTORY     - 1949     MONUMENTED       CGS
 FG1423  HISTORY     - 1959     GOOD             NGS
 FG1423
 FG1423                          STATION DESCRIPTION
 FG1423
 FG1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1423'5.2 MI W FROM CASS.
 FG1423'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BRIDGE OVER FANES
 FG1423'CREEK AT CASS, FRANKLIN COUNTY, 4.1 MILES WEST ALONG THE CASS-BIDVILLE
 FG1423'ROAD, 38 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD
 FG1423'LEADING SOUTHEAST, 46 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FG1423'CASS-BIDVILLE ROAD, 14 FEET SOUTHWEST OF THE CENTER OF THE ROAD
 FG1423'LEADING SOUTHEAST, AND 12 FEET NORTHWEST OF A 24-INCH OAK TREE.  A
 FG1423'STANDARD DISK, STAMPED T.T. 8 H 1934 1949 AND SET IN THE TOP OF A
 FG1423'CONCRETE POST.  NOTE-- AT THE JUNCTION OF THE CAMPBELL ROAD.  THE
 FG1423'2-FOOT OAK TREE, 12 FEET SOUTHEAST OF THE MARK, IS DEAD BUT STILL
 FG1423'STANDING.  THE MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0730 ***********************************************************************
 FG0730  DESIGNATION -  TTS 81
 FG0730  PID         -  FG0730
 FG0730  STATE/COUNTY-  AR/NEWTON
 FG0730  USGS QUAD   -  EULA (1980)
 FG0730
 FG0730                         *CURRENT SURVEY CONTROL
 FG0730  ___________________________________________________________________
 FG0730* NAD 83(1986)-  35 52 41.     (N)    092 59 43.     (W)     SCALED    
 FG0730* NAVD 88     -       298.171  (meters)     978.25   (feet)  ADJUSTED  
 FG0730  ___________________________________________________________________
 FG0730  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG0730  DYNAMIC HT  -         297.888 (meters)     977.32  (feet)  COMP
 FG0730  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FG0730
 FG0730  VERT ORDER  -  SECOND    CLASS 0
 FG0730
 FG0730.The horizontal coordinates were scaled from a topographic map and have
 FG0730.an estimated accuracy of +/- 6 seconds.
 FG0730
 FG0730.The orthometric height was determined by differential leveling
 FG0730.and adjusted by the National Geodetic Survey in June 1991..
 FG0730
 FG0730.The geoid height was determined by GEOID03.
 FG0730
 FG0730.The dynamic height is computed by dividing the NAVD 88
 FG0730.geopotential number by the normal gravity value computed on the
 FG0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0730.degrees latitude (g = 980.6199 gals.).
 FG0730
 FG0730.The modeled gravity was interpolated from observed gravity values.
 FG0730
 FG0730;                    North         East    Units  Estimated Accuracy
 FG0730;SPC AR N     -   171,830.      310,130.      MT  (+/- 180 meters Scaled)
 FG0730
 FG0730                          SUPERSEDED SURVEY CONTROL
 FG0730
 FG0730  NGVD 29 (??/??/92)  298.066  (m)          977.90   (f) ADJ UNCH    2 0
 FG0730
 FG0730.Superseded values are not recommended for survey control.
 FG0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0730.See file dsdata.txt to determine how the superseded data were derived.
 FG0730
 FG0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV004704(NAD 83)
 FG0730_MARKER: DD = SURVEY DISK
 FG0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0730_STAMPING: T.T. 81 TX 1931
 FG0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0730+STABILITY: SURFACE MOTION
 FG0730
 FG0730  HISTORY     - Date     Condition        Report By
 FG0730  HISTORY     - 1931     MONUMENTED       USGS
 FG0730  HISTORY     - 1935     GOOD             NGS
 FG0730
 FG0730                          STATION DESCRIPTION
 FG0730
 FG0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0730'1.2 MI S FROM BASS.
 FG0730'1.2 MILES SOUTH ALONG THE MOORE ROAD FROM THE POST OFFICE AT BASS,
 FG0730'NEWTON COUNTY, 200 FEET SOUTHEAST OF THE CURTISS RESIDENCE, 66 FEET
 FG0730'NORTHEAST OF THE CENTER JUNCTION OF A ROAD LEADING EAST, 53 FEET EAST
 FG0730'OF THE CENTERLINE OF THE MOORE ROAD, 80 FEET SOUTH OF A GULLEY AT THE
 FG0730'FOOT OF A HILL, 7 FEET SOUTH OF A TREE PAINTED U.S.B.M. 977.7, AND 3
 FG0730'1/2 FEET EAST OF A RAIL FENCE.  A STANDARD DISK, STAMPED T.T. 81 TX
 FG0730'1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0733 ***********************************************************************
 FG0733  DESIGNATION -  TTS 82
 FG0733  PID         -  FG0733
 FG0733  STATE/COUNTY-  AR/NEWTON
 FG0733  USGS QUAD   -  EULA (1980)
 FG0733
 FG0733                         *CURRENT SURVEY CONTROL
 FG0733  ___________________________________________________________________
 FG0733* NAD 83(1986)-  35 54 44.     (N)    092 59 52.     (W)     SCALED    
 FG0733* NAVD 88     -       261.931  (meters)     859.35   (feet)  ADJUSTED  
 FG0733  ___________________________________________________________________
 FG0733  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG0733  DYNAMIC HT  -         261.693 (meters)     858.57  (feet)  COMP
 FG0733  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 FG0733
 FG0733  VERT ORDER  -  SECOND    CLASS 0
 FG0733
 FG0733.The horizontal coordinates were scaled from a topographic map and have
 FG0733.an estimated accuracy of +/- 6 seconds.
 FG0733
 FG0733.The orthometric height was determined by differential leveling
 FG0733.and adjusted by the National Geodetic Survey in June 1991..
 FG0733
 FG0733.The geoid height was determined by GEOID03.
 FG0733
 FG0733.The dynamic height is computed by dividing the NAVD 88
 FG0733.geopotential number by the normal gravity value computed on the
 FG0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0733.degrees latitude (g = 980.6199 gals.).
 FG0733
 FG0733.The modeled gravity was interpolated from observed gravity values.
 FG0733
 FG0733;                    North         East    Units  Estimated Accuracy
 FG0733;SPC AR N     -   175,620.      309,940.      MT  (+/- 180 meters Scaled)
 FG0733
 FG0733                          SUPERSEDED SURVEY CONTROL
 FG0733
 FG0733  NGVD 29 (??/??/92)  261.834  (m)          859.03   (f) ADJ UNCH    2 0
 FG0733
 FG0733.Superseded values are not recommended for survey control.
 FG0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0733.See file dsdata.txt to determine how the superseded data were derived.
 FG0733
 FG0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV002742(NAD 83)
 FG0733_MARKER: DD = SURVEY DISK
 FG0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0733_STAMPING: T.T. 82 1931
 FG0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0733+STABILITY: SURFACE MOTION
 FG0733
 FG0733  HISTORY     - Date     Condition        Report By
 FG0733  HISTORY     - 1931     MONUMENTED       USGS
 FG0733  HISTORY     - 1935     GOOD             NGS
 FG0733
 FG0733                          STATION DESCRIPTION
 FG0733
 FG0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0733'1.7 MI N FROM BASS.
 FG0733'1.7 MILES NORTH ALONG THE CAVE CREEK ROAD FROM THE POST OFFICE AT
 FG0733'BASS, NEWTON COUNTY, 165 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FG0733'SHINN TENNYSON FARMHOUSE, 100 FEET SOUTHEAST OF THE JUNCTION OF THE
 FG0733'MT. JUDEA ROAD, 59 FEET SOUTHEAST OF THE SOUTHEAST END OF A WOODEN
 FG0733'BRIDGE, 40 FEET EAST OF THE CENTERLINE OF THE ROAD, 17 FEET SOUTH OF A
 FG0733'BLAZED 22-INCH ELM TREE, AND 2 1/2 FEET WEST OF A FENCE.  A STANDARD
 FG0733'DISK, STAMPED T.T. 82 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0783 ***********************************************************************
 FG0783  DESIGNATION -  TTS 83
 FG0783  PID         -  FG0783
 FG0783  STATE/COUNTY-  AR/NEWTON
 FG0783  USGS QUAD   -  MT JUDEA (1980)
 FG0783
 FG0783                         *CURRENT SURVEY CONTROL
 FG0783  ___________________________________________________________________
 FG0783* NAD 83(1986)-  35 56 20.     (N)    093 01 48.     (W)     SCALED    
 FG0783* NAVD 88     -       501.888  (meters)    1646.61   (feet)  ADJUSTED  
 FG0783  ___________________________________________________________________
 FG0783  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FG0783  DYNAMIC HT  -         501.435 (meters)    1645.12  (feet)  COMP
 FG0783  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 FG0783
 FG0783  VERT ORDER  -  SECOND    CLASS 0
 FG0783
 FG0783.The horizontal coordinates were scaled from a topographic map and have
 FG0783.an estimated accuracy of +/- 6 seconds.
 FG0783
 FG0783.The orthometric height was determined by differential leveling
 FG0783.and adjusted by the National Geodetic Survey in June 1991..
 FG0783
 FG0783.The geoid height was determined by GEOID03.
 FG0783
 FG0783.The dynamic height is computed by dividing the NAVD 88
 FG0783.geopotential number by the normal gravity value computed on the
 FG0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0783.degrees latitude (g = 980.6199 gals.).
 FG0783
 FG0783.The modeled gravity was interpolated from observed gravity values.
 FG0783
 FG0783;                    North         East    Units  Estimated Accuracy
 FG0783;SPC AR N     -   178,610.      307,070.      MT  (+/- 180 meters Scaled)
 FG0783
 FG0783                          SUPERSEDED SURVEY CONTROL
 FG0783
 FG0783  NGVD 29 (??/??/92)  501.797  (m)         1646.31   (f) ADJ UNCH    2 0
 FG0783
 FG0783.Superseded values are not recommended for survey control.
 FG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0783.See file dsdata.txt to determine how the superseded data were derived.
 FG0783
 FG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV972771(NAD 83)
 FG0783_MARKER: DD = SURVEY DISK
 FG0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0783_STAMPING: T.T. 83 TX 1931
 FG0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0783+STABILITY: SURFACE MOTION
 FG0783
 FG0783  HISTORY     - Date     Condition        Report By
 FG0783  HISTORY     - 1931     MONUMENTED       USGS
 FG0783  HISTORY     - 1935     GOOD             NGS
 FG0783
 FG0783                          STATION DESCRIPTION
 FG0783
 FG0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0783'2.6 MI E FROM MT JUDEA.
 FG0783'2.6 MILES EAST ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF STATE
 FG0783'HIGHWAY 103 AT MT. JUDEA, NEWTON COUNTY, 125 FEET NORTHWEST OF THE
 FG0783'FRANK MCCUTCHEON FARMHOUSE, 28 FEET NORTHEAST OF THE CENTERLINE OF THE
 FG0783'ROAD, 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LOG BARN, 9 1/2
 FG0783'FEET EAST OF THE CENTER OF A GATE, 3 1/2 FEET NORTHEAST OF A FENCE,
 FG0783'AND 5 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED T.T. 83 TX
 FG0783'1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0751 ***********************************************************************
 FG0751  DESIGNATION -  TTS 84
 FG0751  PID         -  FG0751
 FG0751  STATE/COUNTY-  AR/NEWTON
 FG0751  USGS QUAD   -  MT JUDEA (1980)
 FG0751
 FG0751                         *CURRENT SURVEY CONTROL
 FG0751  ___________________________________________________________________
 FG0751* NAD 83(1986)-  35 55 17.     (N)    093 03 34.     (W)     SCALED    
 FG0751* NAVD 88     -       282.153  (meters)     925.70   (feet)  ADJUSTED  
 FG0751  ___________________________________________________________________
 FG0751  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FG0751  DYNAMIC HT  -         281.894 (meters)     924.85  (feet)  COMP
 FG0751  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FG0751
 FG0751  VERT ORDER  -  SECOND    CLASS 0
 FG0751
 FG0751.The horizontal coordinates were scaled from a topographic map and have
 FG0751.an estimated accuracy of +/- 6 seconds.
 FG0751
 FG0751.The orthometric height was determined by differential leveling
 FG0751.and adjusted by the National Geodetic Survey in June 1991..
 FG0751
 FG0751.The geoid height was determined by GEOID03.
 FG0751
 FG0751.The dynamic height is computed by dividing the NAVD 88
 FG0751.geopotential number by the normal gravity value computed on the
 FG0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0751.degrees latitude (g = 980.6199 gals.).
 FG0751
 FG0751.The modeled gravity was interpolated from observed gravity values.
 FG0751
 FG0751;                    North         East    Units  Estimated Accuracy
 FG0751;SPC AR N     -   176,700.      304,390.      MT  (+/- 180 meters Scaled)
 FG0751
 FG0751                          SUPERSEDED SURVEY CONTROL
 FG0751
 FG0751  NGVD 29 (??/??/92)  282.056  (m)          925.38   (f) ADJ UNCH    2 0
 FG0751
 FG0751.Superseded values are not recommended for survey control.
 FG0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0751.See file dsdata.txt to determine how the superseded data were derived.
 FG0751
 FG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV946752(NAD 83)
 FG0751_MARKER: DD = SURVEY DISK
 FG0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0751_STAMPING: T.T. 84 TX
 FG0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0751+STABILITY: SURFACE MOTION
 FG0751
 FG0751  HISTORY     - Date     Condition        Report By
 FG0751  HISTORY     - UNK      MONUMENTED       USGS
 FG0751  HISTORY     - 1935     GOOD             NGS
 FG0751
 FG0751                          STATION DESCRIPTION
 FG0751
 FG0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0751'IN MT JUDEA.
 FG0751'AT MT. JUDEA, NEWTON COUNTY, 100 FEET NORTHWEST OF THE NORTHWEST
 FG0751'CORNER OF THE SCHOOL, 32 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 FG0751'103, 14 FEET EAST OF A SOUTHWEST FENCE CORNER, 13 FEET NORTH OF THE
 FG0751'CENTERLINE OF THE SCHOOL DRIVEWAY, AND 1 1/2 FEET SOUTH OF A FENCE. A
 FG0751'STANDARD DISK, STAMPED T.T. 84 TX AND SET IN THE TOP OF A CONCRETE
 FG0751'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0740 ***********************************************************************
 FG0740  DESIGNATION -  TTS 89
 FG0740  PID         -  FG0740
 FG0740  STATE/COUNTY-  AR/NEWTON
 FG0740  USGS QUAD   -  LURTON (1980)
 FG0740
 FG0740                         *CURRENT SURVEY CONTROL
 FG0740  ___________________________________________________________________
 FG0740* NAD 83(1986)-  35 49 34.     (N)    093 04 12.     (W)     SCALED    
 FG0740* NAVD 88     -       585.295  (meters)    1920.26   (feet)  ADJUSTED  
 FG0740  ___________________________________________________________________
 FG0740  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0740  DYNAMIC HT  -         584.721 (meters)    1918.37  (feet)  COMP
 FG0740  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 FG0740
 FG0740  VERT ORDER  -  SECOND    CLASS 0
 FG0740
 FG0740.The horizontal coordinates were scaled from a topographic map and have
 FG0740.an estimated accuracy of +/- 6 seconds.
 FG0740
 FG0740.The orthometric height was determined by differential leveling
 FG0740.and adjusted by the National Geodetic Survey in June 1991..
 FG0740
 FG0740.The geoid height was determined by GEOID03.
 FG0740
 FG0740.The dynamic height is computed by dividing the NAVD 88
 FG0740.geopotential number by the normal gravity value computed on the
 FG0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0740.degrees latitude (g = 980.6199 gals.).
 FG0740
 FG0740.The modeled gravity was interpolated from observed gravity values.
 FG0740
 FG0740;                    North         East    Units  Estimated Accuracy
 FG0740;SPC AR N     -   166,140.      303,320.      MT  (+/- 180 meters Scaled)
 FG0740
 FG0740                          SUPERSEDED SURVEY CONTROL
 FG0740
 FG0740  NGVD 29 (??/??/92)  585.189  (m)         1919.91   (f) ADJ UNCH    2 0
 FG0740
 FG0740.Superseded values are not recommended for survey control.
 FG0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0740.See file dsdata.txt to determine how the superseded data were derived.
 FG0740
 FG0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV936646(NAD 83)
 FG0740_MARKER: DD = SURVEY DISK
 FG0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0740_STAMPING: T.T. 89 TX
 FG0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0740+STABILITY: SURFACE MOTION
 FG0740
 FG0740  HISTORY     - Date     Condition        Report By
 FG0740  HISTORY     - UNK      MONUMENTED       USGS
 FG0740  HISTORY     - 1935     GOOD             NGS
 FG0740
 FG0740                          STATION DESCRIPTION
 FG0740
 FG0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0740'4.8 MI N FROM LURTON.
 FG0740'4.8 MILES NORTH ALONG STATE HIGHWAY 103 FRO THE POST OFFICE AT LURTON,
 FG0740'NEWTON COUNTY, AT A POINT WHERE THE HIGHWAY LEVELS OUT, 47 FEET EAST
 FG0740'OF THE CENTERLINE OF THE HIGHWAY, 64 FEET NORTHEAST OF A POLE, AND 10
 FG0740'FEET SOUTH OF A 34-INCH BLAZED OAK TREE.  A STANDARD DISK, STAMPED
 FG0740'T.T. 89 TX AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0743 ***********************************************************************
 FG0743  DESIGNATION -  TTS 90
 FG0743  PID         -  FG0743
 FG0743  STATE/COUNTY-  AR/NEWTON
 FG0743  USGS QUAD   -  LURTON (1980)
 FG0743
 FG0743                         *CURRENT SURVEY CONTROL
 FG0743  ___________________________________________________________________
 FG0743* NAD 83(1986)-  35 51 27.     (N)    093 02 33.     (W)     SCALED    
 FG0743* NAVD 88     -       634.915  (meters)    2083.05   (feet)  ADJUSTED  
 FG0743  ___________________________________________________________________
 FG0743  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0743  DYNAMIC HT  -         634.295 (meters)    2081.02  (feet)  COMP
 FG0743  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FG0743
 FG0743  VERT ORDER  -  SECOND    CLASS 0
 FG0743
 FG0743.The horizontal coordinates were scaled from a topographic map and have
 FG0743.an estimated accuracy of +/- 6 seconds.
 FG0743
 FG0743.The orthometric height was determined by differential leveling
 FG0743.and adjusted by the National Geodetic Survey in June 1991..
 FG0743
 FG0743.The geoid height was determined by GEOID03.
 FG0743
 FG0743.The dynamic height is computed by dividing the NAVD 88
 FG0743.geopotential number by the normal gravity value computed on the
 FG0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0743.degrees latitude (g = 980.6199 gals.).
 FG0743
 FG0743.The modeled gravity was interpolated from observed gravity values.
 FG0743
 FG0743;                    North         East    Units  Estimated Accuracy
 FG0743;SPC AR N     -   169,590.      305,840.      MT  (+/- 180 meters Scaled)
 FG0743
 FG0743                          SUPERSEDED SURVEY CONTROL
 FG0743
 FG0743  NGVD 29 (??/??/92)  634.806  (m)         2082.69   (f) ADJ UNCH    2 0
 FG0743
 FG0743.Superseded values are not recommended for survey control.
 FG0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0743.See file dsdata.txt to determine how the superseded data were derived.
 FG0743
 FG0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV961681(NAD 83)
 FG0743_MARKER: DD = SURVEY DISK
 FG0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0743_STAMPING: T.T. 90 TX
 FG0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0743+STABILITY: SURFACE MOTION
 FG0743
 FG0743  HISTORY     - Date     Condition        Report By
 FG0743  HISTORY     - UNK      MONUMENTED       USGS
 FG0743  HISTORY     - 1935     GOOD             NGS
 FG0743
 FG0743                          STATION DESCRIPTION
 FG0743
 FG0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0743'8 MI N FROM LURTON.
 FG0743'8 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT LURTON,
 FG0743'NEWTON COUNTY, 0.1 MILE NORTHEAST OF THE OZARK NATIONAL FOREST
 FG0743'BOUNDARY, AT A ROAD FORK AT THE SUMMIT OF A SMALL HILL, 26 FEET NORTH
 FG0743'OF THE CENTERLINE OF THE HIGHWAY, 26 FEET WEST OF A DEAD 28-INCH
 FG0743'BLAZED OAK TREE, AND 11 FEET NORTHEAST OF THE CENTERLINE OF A ROAD
 FG0743'LEADING NORTHWEST.  A STANDARD DISK, STAMPED T.T. 90 TX AND SET IN THE
 FG0743'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0747 ***********************************************************************
 FG0747  DESIGNATION -  TTS 91
 FG0747  PID         -  FG0747
 FG0747  STATE/COUNTY-  AR/NEWTON
 FG0747  USGS QUAD   -  MT JUDEA (1980)
 FG0747
 FG0747                         *CURRENT SURVEY CONTROL
 FG0747  ___________________________________________________________________
 FG0747* NAD 83(1986)-  35 53 47.     (N)    093 02 40.     (W)     SCALED    
 FG0747* NAVD 88     -       522.206  (meters)    1713.27   (feet)  ADJUSTED  
 FG0747  ___________________________________________________________________
 FG0747  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FG0747  DYNAMIC HT  -         521.719 (meters)    1711.67  (feet)  COMP
 FG0747  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 FG0747
 FG0747  VERT ORDER  -  SECOND    CLASS 0
 FG0747
 FG0747.The horizontal coordinates were scaled from a topographic map and have
 FG0747.an estimated accuracy of +/- 6 seconds.
 FG0747
 FG0747.The orthometric height was determined by differential leveling
 FG0747.and adjusted by the National Geodetic Survey in June 1991..
 FG0747
 FG0747.The geoid height was determined by GEOID03.
 FG0747
 FG0747.The dynamic height is computed by dividing the NAVD 88
 FG0747.geopotential number by the normal gravity value computed on the
 FG0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0747.degrees latitude (g = 980.6199 gals.).
 FG0747
 FG0747.The modeled gravity was interpolated from observed gravity values.
 FG0747
 FG0747;                    North         East    Units  Estimated Accuracy
 FG0747;SPC AR N     -   173,910.      305,710.      MT  (+/- 180 meters Scaled)
 FG0747
 FG0747                          SUPERSEDED SURVEY CONTROL
 FG0747
 FG0747  NGVD 29 (??/??/92)  522.112  (m)         1712.96   (f) ADJ UNCH    2 0
 FG0747
 FG0747.Superseded values are not recommended for survey control.
 FG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0747.See file dsdata.txt to determine how the superseded data were derived.
 FG0747
 FG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV959724(NAD 83)
 FG0747_MARKER: DD = SURVEY DISK
 FG0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0747_STAMPING: T.T. 91 TX
 FG0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0747+STABILITY: SURFACE MOTION
 FG0747
 FG0747  HISTORY     - Date     Condition        Report By
 FG0747  HISTORY     - UNK      MONUMENTED       USGS
 FG0747  HISTORY     - 1935     GOOD             NGS
 FG0747
 FG0747                          STATION DESCRIPTION
 FG0747
 FG0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0747'2.3 MI S FROM MT JUDEA.
 FG0747'2.3 MILES SOUTH ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF CAVE
 FG0747'CREEK ROAD AT MT. JUDEA, NEWTON COUNTY, 103 FEET EAST OF THE EAST
 FG0747'CORNER OF THE CURB KENT LOG HOUSE, ACROSS THE HIGHWAY FROM A BOARD
 FG0747'GATE IN A WIRE FENCE, 37 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FG0747'HIGHWAY, 19 FEET NORTH OF A BLAZED 34-INCH HICKORY TREE, AND 14 FEET
 FG0747'WEST OF THE CENTERLINE OF A ROAD LEADING SOUTH.  A STANDARD DISK,
 FG0747'STAMPED T.T. 91 TX AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0754 ***********************************************************************
 FG0754  DESIGNATION -  TTS 92
 FG0754  PID         -  FG0754
 FG0754  STATE/COUNTY-  AR/NEWTON
 FG0754  USGS QUAD   -  MT JUDEA (1980)
 FG0754
 FG0754                         *CURRENT SURVEY CONTROL
 FG0754  ___________________________________________________________________
 FG0754* NAD 83(1986)-  35 56 53.     (N)    093 04 09.     (W)     SCALED    
 FG0754* NAVD 88     -       235.715  (meters)     773.34   (feet)  ADJUSTED  
 FG0754  ___________________________________________________________________
 FG0754  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FG0754  DYNAMIC HT  -         235.502 (meters)     772.64  (feet)  COMP
 FG0754  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FG0754
 FG0754  VERT ORDER  -  SECOND    CLASS 0
 FG0754
 FG0754.The horizontal coordinates were scaled from a topographic map and have
 FG0754.an estimated accuracy of +/- 6 seconds.
 FG0754
 FG0754.The orthometric height was determined by differential leveling
 FG0754.and adjusted by the National Geodetic Survey in June 1991..
 FG0754
 FG0754.The geoid height was determined by GEOID03.
 FG0754
 FG0754.The dynamic height is computed by dividing the NAVD 88
 FG0754.geopotential number by the normal gravity value computed on the
 FG0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0754.degrees latitude (g = 980.6199 gals.).
 FG0754
 FG0754.The modeled gravity was interpolated from observed gravity values.
 FG0754
 FG0754;                    North         East    Units  Estimated Accuracy
 FG0754;SPC AR N     -   179,670.      303,540.      MT  (+/- 180 meters Scaled)
 FG0754
 FG0754                          SUPERSEDED SURVEY CONTROL
 FG0754
 FG0754  NGVD 29 (??/??/92)  235.619  (m)          773.03   (f) ADJ UNCH    2 0
 FG0754
 FG0754.Superseded values are not recommended for survey control.
 FG0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0754.See file dsdata.txt to determine how the superseded data were derived.
 FG0754
 FG0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV937781(NAD 83)
 FG0754_MARKER: DD = SURVEY DISK
 FG0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0754_STAMPING: T.T. 92 TX
 FG0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0754+STABILITY: SURFACE MOTION
 FG0754
 FG0754  HISTORY     - Date     Condition        Report By
 FG0754  HISTORY     - UNK      MONUMENTED       USGS
 FG0754  HISTORY     - 1935     GOOD             NGS
 FG0754
 FG0754                          STATION DESCRIPTION
 FG0754
 FG0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0754'2.8 MI N FROM MT JUDEA.
 FG0754'2.8 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF CAVE
 FG0754'CREEK ROAD AT MT. JUDEA, NEWTON COUNTY, AT VENDOR SCHOOL, 0.1 MILE
 FG0754'WEST OF THE HIGHWAY, 48.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FG0754'THE SCHOOLHOUSE, O0 FEET NORTH OF A SOUTHWEST FENCE CORNER, 26 FEET
 FG0754'NORTHEAST OF THE CENTERLINE OF A ROAD, AND 2 FEET WEST OF A FENCE.  A
 FG0754'STANDARD DISK, STAMPED T.T. 92 TX AND SET IN THE TOP OF A CONCRETE
 FG0754'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1784 ***********************************************************************
 FF1784  DESIGNATION -  TUCKERMAN
 FF1784  PID         -  FF1784
 FF1784  STATE/COUNTY-  AR/JACKSON
 FF1784  USGS QUAD   -  TUCKERMAN (1981)
 FF1784
 FF1784                         *CURRENT SURVEY CONTROL
 FF1784  ___________________________________________________________________
 FF1784* NAD 83(1997)-  35 44 29.09355(N)    091 11 27.98226(W)     ADJUSTED  
 FF1784* NAVD 88     -        73.9    (meters)     242.     (feet)  VERTCON   
 FF1784  ___________________________________________________________________
 FF1784  X           -    -107,737.048 (meters)                     COMP
 FF1784  Y           -  -5,181,728.524 (meters)                     COMP
 FF1784  Z           -   3,704,968.596 (meters)                     COMP
 FF1784  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FF1784  ELLIP HEIGHT-          46.21  (meters)          (09/24/01) GPS OBS
 FF1784  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF1784
 FF1784  HORZ ORDER  -  FIRST
 FF1784  ELLP ORDER  -  FOURTH    CLASS II
 FF1784
 FF1784.The horizontal coordinates were established by GPS observations
 FF1784.and adjusted by the National Geodetic Survey in September 1999..
 FF1784
 FF1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1784
 FF1784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1784
 FF1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1784
 FF1784.The ellipsoidal height was determined by GPS observations
 FF1784.and is referenced to NAD 83.
 FF1784
 FF1784.The geoid height was determined by GEOID03.
 FF1784
 FF1784;                    North         East     Units Scale Factor Converg.
 FF1784;SPC AR N     -   156,515.846   473,164.965   MT  0.99993968   +0 28 14.5
 FF1784;SPC AR N     -   513,502.40  1,552,375.39   sFT  0.99993968   +0 28 14.5
 FF1784;UTM  15      - 3,956,776.746   663,570.571   MT  0.99992970   +1 03 24.7
 FF1784
 FF1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1784!SPC AR N     -   0.99999275  x   0.99993968  =   0.99993243
 FF1784!UTM  15      -   0.99999275  x   0.99992970  =   0.99992245
 FF1784
 FF1784:                Primary Azimuth Mark                     Grid Az
 FF1784:SPC AR N     -  TUCKERMAN AZ MK                          035 09 56.3
 FF1784:UTM  15      -  TUCKERMAN AZ MK                          034 34 46.1
 FF1784
 FF1784|---------------------------------------------------------------------|
 FF1784| PID    Reference Object                     Distance      Geod. Az  |
 FF1784|                                                           dddmmss.s |
 FF1784| CI3447 TUCKERMAN AZ MK                                    0353810.8 |
 FF1784| CI3448 TUCKERMAN RM 1                       25.457 METERS 06042     |
 FF1784| FF1781 TUCKERMAN MUNICIPAL TANK            APPROX. 1.7 KM 2080553.2 |
 FF1784| CI3449 TUCKERMAN RM 2                       30.657 METERS 25608     |
 FF1784| CI3450 TUCKERMAN RM 3                       30.617 METERS 25611     |
 FF1784|---------------------------------------------------------------------|
 FF1784
 FF1784                          SUPERSEDED SURVEY CONTROL
 FF1784
 FF1784  ELLIP H (09/14/99)   46.25   (m)                       GP(       ) 4 1
 FF1784  NAD 83(1997)-  35 44 29.09644(N)    091 11 27.98240(W) AD(       ) 1
 FF1784  NAD 83(1986)-  35 44 29.10515(N)    091 11 27.98407(W) AD(       ) 1
 FF1784  NAD 27      -  35 44 28.82850(N)    091 11 27.52800(W) AD(       ) 2
 FF1784  NGVD 29 (11/13/90)   73.8    (m)          242.     (f) GPS OBS        
 FF1784
 FF1784.Superseded values are not recommended for survey control.
 FF1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1784.See file dsdata.txt to determine how the superseded data were derived.
 FF1784
 FF1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6357156777(NAD 83)
 FF1784_MARKER: DS = TRIANGULATION STATION DISK
 FF1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1784_SP_SET: CONCRETE POST
 FF1784_STAMPING: TUCKERMAN 1954
 FF1784_MARK LOGO: CGS   
 FF1784_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1784+STABILITY: SURFACE MOTION
 FF1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1784+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1990
 FF1784
 FF1784  HISTORY     - Date     Condition        Report By
 FF1784  HISTORY     - 1954     MONUMENTED       CGS
 FF1784  HISTORY     - 1954     GOOD             CGS
 FF1784  HISTORY     - 1961     GOOD             CGS
 FF1784  HISTORY     - 1968     GOOD             CGS
 FF1784  HISTORY     - 19900319 GOOD             NGS
 FF1784  HISTORY     - 20020926 MARK NOT FOUND   USACE
 FF1784
 FF1784                          STATION DESCRIPTION
 FF1784
 FF1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1784'THE STATION IS ABOUT 0.8 MILE NORTHEAST OF TUCKERMAN, IN
 FF1784'SECTION 22, T 13 N, R 2 W.  IT IS ABOUT 200 YARDS NORTHEAST
 FF1784'OF A TOURIST COURT, 100 YARDS WEST OF THE RAILROAD TRACKS,
 FF1784'66 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 67 AND 15 FEET
 FF1784'SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE PROPERTY
 FF1784'IS OWNED BY MRS. STEVE GRAHAM.
 FF1784'
 FF1784'TO REACH THE STATION FROM THE TRAFFICE LIGHT IN TUCKERMAN,
 FF1784'GO NORTHEAST ON HIGHWAY 67 FOR 0.85 MILE TO THE STATION
 FF1784'ON THE RIGHT, CONTINUE NORTH ON THE HIGHWAY 0.25 MILE TO
 FF1784'THE AZIMUTH MARK ON THE RIGHT.
 FF1784'
 FF1784'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1784'TUCKERMAN 1954.
 FF1784'
 FF1784'REFERENCE MARK 1 IS 61 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 FF1784'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TUCKERMAN
 FF1784'NO 1 1954.
 FF1784'
 FF1784'REFERENCE MARK 2 IS 49 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 FF1784'AND 7 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST.  THE MARK
 FF1784'PROJECTS 3 INCHES AND THE DISK IS STAMPED TUCKERMAN NO 2 1954.
 FF1784'
 FF1784'THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF THE HIGHWAY,
 FF1784'31.3 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND
 FF1784'3 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK
 FF1784'PROJECTS 4 INCHES AND THE DISK IS STAMPED TUCKERMAN 1954.
 FF1784'
 FF1784'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1784
 FF1784                          STATION RECOVERY (1954)
 FF1784
 FF1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FF1784'RECOVERED IN GOOD CONDITION.
 FF1784
 FF1784                          STATION RECOVERY (1961)
 FF1784
 FF1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 FF1784'THE STATION WAS VISITED 6-8-61 AND THE STATION MARK, AZIMUTH
 FF1784'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 FF1784'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 FF1784'
 FF1784'THE STATION IS LOCATED ABOUT 0.8 MILES NORTHEAST OF TUCKERMAN,
 FF1784'BETWEEN THE MISSOURI PACIFIC RAILROAD TRACKS AND U.S. HIGHWAY
 FF1784'67, ABOUT 100 YARDS SOUTHWEST OF WHERE THE HIGHWAY BEGANS
 FF1784'TO PARALLEL THE TRACKS, 225 FEET WEST OF THE WEST RAIL OF THE
 FF1784'MAIN TRACK OPPOSITE MILEPOST 251, 190 FEET NORTHEAST OF THE
 FF1784'NORTHEAST CORNER OF A ROCK HOUSE WHICH IS THE OFFICE TO A
 FF1784'TOURIST COURT, 65 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 FF1784'HIGHWAY 67, 88.5 FEET NORTHEAST OF AN 18-INCH PECAN TREE,
 FF1784'34 FEET SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT SOUTHEAST
 FF1784'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 FF1784'TUCKERMAN 1954, FLUSH WITH THE GROUND.
 FF1784'
 FF1784'REFERENCE MARK NO. 1 IS 83.67 FEET NORTHEAST OF THE STATION,
 FF1784'59 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, 142
 FF1784'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK AND 1 FOOT
 FF1784'SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 FF1784'STAMPED TUCKERMAN NO 1 1954, PROJECTING 3 INCHES.
 FF1784'
 FF1784'REFERENCE MARK NO. 2 IS 100.58 FEET WEST OF THE STATION,
 FF1784'49 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 119 FEET
 FF1784'NORTH OF THE NORTHWEST CORNER OF THE ROCK HOUSE, 90 FEET
 FF1784'NORTH OF A 2 FOOT CONTTONWOOD TREE, AND 1 FOOT SOUTHEAST OF
 FF1784'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED TUCKERMAN
 FF1784'NO 2 1961, PROJECTING 3 INCHES.
 FF1784'
 FF1784'THE AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION, 39
 FF1784'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 45.3 FEET WEST
 FF1784'OF THE WEST RAIL OF THE MAIN TRACK, 4 FEET SOUTH OF POLE
 FF1784'NO. 4, 66.8 FEET NORTHWEST OF A SWITCH STAND, 40.5 FEET
 FF1784'NORTHWEST OF A SWITCH BOX AND 1 FOOT EAST OF A METAL WITNESS
 FF1784'POST.  IT IS A STANDARD DISK, STAMPED TUCKERMAN 1954 PROJECTING
 FF1784'6 INCHES.
 FF1784'
 FF1784'TO REWCH THE STATION FROM THE STOP LIGHT AT TUCKERMAN GO
 FF1784'NORTHEAST ON U.S. HIGHWAY 67 FOR 0.85 MILE TO THE STATION
 FF1784'ON THE RIGHT, CONTINUE NORTH FOR 0.25 MILE TO THE AZIMUTH
 FF1784'MARK ON THE RIGHT.
 FF1784
 FF1784                          STATION RECOVERY (1968)
 FF1784
 FF1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FF1784'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FF1784'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 FF1784'HAD BEEN STRUCK, WAS LEANING BADLY, AND TURNED IN THE GROUND.
 FF1784'THE CONCRETE MONUMENT WAS DUG AROUND UNTIL FREE, REPLUMBED
 FF1784'AND THE ARROW POINTED TOWARD THE STATION.  THE VOID AROUND
 FF1784'THE MARK THAT WAS LEFT BY DIGGING WAS FILLED WITH CONCRETE
 FF1784'TO FIRM THE MONUMENT, AND THE DISK WAS ALTERED TO READ
 FF1784'TUCKERMAN 1954 NO 3 1968.  THE STATION WAS THEN OCCUPIED AND
 FF1784'THE HORIZONTAL ANGLES FOR THE REFERENCE MARKS OBSERVED.  WHEN
 FF1784'THE HORIZONTAL DISTANCE MEASUREMENT WAS CHECKED BETWEEN THE
 FF1784'STATION AND REFERENCE MARK NO. 1, A DISCREPANCY OF -
 FF1784'0.15 OF A FOOT WAS NOTED, HOWEVER, THE OBSERVED ANGLE
 FF1784'BETWEEN THE AZIMUTH MARK AND THIS MARK CHECKED THE
 FF1784'1954 OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS.
 FF1784'
 FF1784'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF1784'
 FF1784'THE STATION IS LOCATED IN A TRIANGULAR SHAPED, GRASSY AREA
 FF1784'BETWEEN U.S. HIGHWAY 67, THE MISSOURI PACIFIC RAILROAD TRACKS
 FF1784'AND A GRAVELED ROAD, ABOUT 0.8 OF A MILE NORTHEAST OF DOWNTOWN
 FF1784'TUCKERMAN, AND IS ON THE PROPERTY OF MRS. STEVE GRAHAM.
 FF1784'
 FF1784'TO REACH THE STATION FROM THE POST OFFICE IN TUCKERMAN, GO
 FF1784'WEST ON THE MAIN STREET FOR ABOUT 0.05 OF A MILE TO U.S.
 FF1784'HIGHWAY 67.  HERE TURN RIGHT AND GO NORTH AND NORTHEASTERLY
 FF1784'ON U.S. HIGHWAY 67 FOR 0.85 OF A MILE TO THE STATION ON
 FF1784'THE RIGHT AS DESCRIBED.
 FF1784'
 FF1784'THE STATION IS ABOUT 200 YARDS NORTHEAST OF A MOTEL ENTRANCE,
 FF1784'100 YARDS WEST OF THE MISSOURI PACIFIC RAILROAD TRACKS,
 FF1784'88 FEET NORTH-NORTHEAST OF A 20-INCH MOCKERNUT HICKORY TREE,
 FF1784'66 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 FF1784'67, 34 FEET EAST OF A TELEPHONE POLE, AND 1.0 FOOT SOUTHEAST
 FF1784'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FF1784'SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 FF1784'AND THE DISK IS STAMPED TUCKERMAN 1954.
 FF1784'
 FF1784'REFERENCE MARK NO. 1 IS 66 FEET EAST OF A 16-INCH ELM TREE,
 FF1784'59 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 FF1784'67 AND 1.0 FOOT NORTHWEST OF METAL WITNESS POST AND SIGN.
 FF1784'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FF1784'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TUCKERMAN
 FF1784'NO 1 1954.
 FF1784'
 FF1784'REFERENCE MARK NO. 3 IS 105 FEET NORTHEAST OF A TELEPHONE
 FF1784'POLE, 90 FEET NORTH OF A 36-INCH COTTONWOOD TREE, 79 FEET
 FF1784'NORTHWEST OF A 20-INCH MOCKERNUT HICKORY TREE, 49 FEET SOUTHEAST
 FF1784'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 67, AND 1.0 FOOT
 FF1784'NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FF1784'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 FF1784'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED TUCKERMAN
 FF1784'1954 NO 3 1968.
 FF1784'
 FF1784'DUE TO EQUIPMENT OF THE ARKANSAS STATE HIGHWAY DEPARTMENT
 FF1784'BEING ON LINE, THE REFERENCE MARKS COULD NOT BE MEASURED
 FF1784'BETWEEN.
 FF1784'
 FF1784'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE NORTHEAST OF THE STATION,
 FF1784'41 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A RAILROAD
 FF1784'BLOCK SIGNAL FOOTING, 39 FEET EAST OF THE APPROXIMATE CENTER
 FF1784'OF U.S. HIGHWAY 67, 31 FEET WEST OF THE WEST RAIL OF THE
 FF1784'MISSOURI PACIFIC RAILROAD TRACK, 4 FEET SOUTH OF TELEPHONE
 FF1784'POLE NO. 4, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND
 FF1784'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FF1784'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 FF1784'IS STAMPED TUCKERMAN 1954.
 FF1784'
 FF1784'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY
 FF1784'ON U.S. HIGHWAY 67 FOR 0.3 OF A MILE TO THE AZIMUTH MARK ON THE
 FF1784'RIGHT AS DESCRIBED.
 FF1784'
 FF1784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FF1784'0.8 MILE NORTHEAST OF TUCKERMAN.
 FF1784
 FF1784                          STATION RECOVERY (1990)
 FF1784
 FF1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1784'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 FF1784'SEARCHED FOR.  STATION IS LOCATED ABOUT 14.7 KM (9.1 MI) NORTHWEST OF
 FF1784'GRUBBS, 11.9 KM (7.4 MI) SOUTHWEST OF SWIFTON, AND 1.3 KM (0.8 MI)
 FF1784'NORTHEAST OF TUCKERMAN.  OWNERSHIP--ARKANSAS HIGHWAY AND
 FF1784'TRANSPORTATION DEPARTMENT.
 FF1784'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 67 AND STATE HIGHWAY 37 AT
 FF1784'THE NORTH EDGE OF TUCKERMAN.  GO NORTHEAST ON U.S.HIGHWAY 67 FOR 1.29
 FF1784'KM (0.80 MI) TO THE STATION ON THE RIGHT.  JUST PAST THE TUCKERMAN
 FF1784'MOTEL.
 FF1784'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---TUCKERMAN
 FF1784'1954---.  SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT IS
 FF1784'FLUSH WITH THE GROUND.  IT IS 51.5 M (169.0 FT) WEST-NORTHWEST OF THE
 FF1784'APPROXIMATE CENTER OF A GRAVEL ROAD LEADING PARALLEL WITH THE
 FF1784'MISSOURI PACIFIC RAILROAD TRACKS, 64.8 M (212.6 FT) NORTH OF THE
 FF1784'NORTHWEST CORNER OF THE TUCKERMAN MOTEL OFFICE, 19.9 M (65.3 FT)
 FF1784'SOUTHEAST OF THE CENTERLINE OF U.S.HIGHWAY 67, AND 0.3 M (1.0 FT) EAST
 FF1784'OF A METAL WITNESS POST.
 FF1784'DESCRIBED BY R.D.BALL
 FF1784
 FF1784                          STATION RECOVERY (2002)
 FF1784
 FF1784'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1781 ***********************************************************************
 FF1781  DESIGNATION -  TUCKERMAN MUNICIPAL TANK
 FF1781  PID         -  FF1781
 FF1781  STATE/COUNTY-  AR/JACKSON
 FF1781  USGS QUAD   -  TUCKERMAN (1981)
 FF1781
 FF1781                         *CURRENT SURVEY CONTROL
 FF1781  ___________________________________________________________________
 FF1781* NAD 83(1997)-  35 43 39.17816(N)    091 12 00.66478(W)     ADJUSTED  
 FF1781* NAVD 88     -                                                        
 FF1781  ___________________________________________________________________
 FF1781  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FF1781  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF1781
 FF1781  HORZ ORDER  -  THIRD
 FF1781
 FF1781.The horizontal coordinates were established by classical geodetic methods
 FF1781.and adjusted by the National Geodetic Survey in September 1999..
 FF1781
 FF1781
 FF1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1781
 FF1781.The geoid height was determined by GEOID03.
 FF1781
 FF1781;                    North         East     Units Scale Factor Converg.
 FF1781;SPC AR N     -   154,970.861   472,356.324   MT  0.99993905   +0 27 55.5
 FF1781;SPC AR N     -   508,433.57  1,549,722.37   sFT  0.99993905   +0 27 55.5
 FF1781;UTM  15      - 3,955,223.589   662,777.783   MT  0.99992651   +1 03 04.3
 FF1781
 FF1781                          SUPERSEDED SURVEY CONTROL
 FF1781
 FF1781  NAD 83(1997)-  35 43 39.18154(N)    091 12 00.66433(W) AD(       ) 4
 FF1781  NAD 83(1986)-  35 43 39.19028(N)    091 12 00.66615(W) AD(       ) 4
 FF1781  NAD 27      -  35 43 38.91500(N)    091 12 00.20600(W) AD(       ) 3
 FF1781
 FF1781.Superseded values are not recommended for survey control.
 FF1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1781.See file dsdata.txt to determine how the superseded data were derived.
 FF1781
 FF1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6277855224(NAD 83)
 FF1781_MARKER: 53 = ELEVATED TANK
 FF1781
 FF1781  HISTORY     - Date     Condition        Report By
 FF1781  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1781
 FF1781                          STATION DESCRIPTION
 FF1781
 FF1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1781'THE STATION IS LOCATED ABOUT TWO BLOCKS SOUTH OF THE BUSINESS
 FF1781'DISTRICT OF TUCKERMAN AND ABOUT 80 FEET WEST OF THE TRACKS OF THE
 FF1781'MISSOURI PACIFIC RAILROAD AND ALMOST EXACTLY IN LINE WITH THE
 FF1781'CENTERLINES OF U.S. HIGHWAY 67 PROJECTED.  THE TANK IS SUPORTED
 FF1781'BY FOUR STRUCTURAL STEEL LEGS, IS ABOUT 125 FEET HIGH, HAS A
 FF1781'CAPACITY OF 75,000 GALLONS AND WAS BUILT IN 1935.
 FF1781'
 FF1781'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1839 ***********************************************************************
 EJ1839  DESIGNATION -  TULIP
 EJ1839  PID         -  EJ1839
 EJ1839  STATE/COUNTY-  AR/DALLAS
 EJ1839  USGS QUAD   -  TULIP (1984)
 EJ1839
 EJ1839                         *CURRENT SURVEY CONTROL
 EJ1839  ___________________________________________________________________
 EJ1839* NAD 83(1997)-  34 03 39.35427(N)    092 37 42.02848(W)     ADJUSTED  
 EJ1839* NAVD 88     -       144.6    (meters)     474.     (feet)  VERTCON   
 EJ1839  ___________________________________________________________________
 EJ1839  X           -    -242,564.634 (meters)                     COMP
 EJ1839  Y           -  -5,284,009.344 (meters)                     COMP
 EJ1839  Z           -   3,552,114.049 (meters)                     COMP
 EJ1839  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 EJ1839  ELLIP HEIGHT-         118.30  (meters)          (09/24/01) GPS OBS
 EJ1839  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EJ1839
 EJ1839  HORZ ORDER  -  FIRST
 EJ1839  ELLP ORDER  -  FOURTH    CLASS II
 EJ1839
 EJ1839.The horizontal coordinates were established by GPS observations
 EJ1839.and adjusted by the National Geodetic Survey in September 1999..
 EJ1839
 EJ1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1839
 EJ1839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1839
 EJ1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1839
 EJ1839.The ellipsoidal height was determined by GPS observations
 EJ1839.and is referenced to NAD 83.
 EJ1839
 EJ1839.The geoid height was determined by GEOID03.
 EJ1839
 EJ1839;                    North         East     Units Scale Factor Converg.
 EJ1839;SPC AR S     -   554,818.976   341,997.396   MT  0.99991858   -0 21 06.0
 EJ1839;SPC AR S     - 1,820,268.59  1,122,036.46   sFT  0.99991858   -0 21 06.0
 EJ1839;UTM  15      - 3,768,974.304   534,297.445   MT  0.99961450   +0 12 29.4
 EJ1839
 EJ1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1839!SPC AR S     -   0.99998143  x   0.99991858  =   0.99990001
 EJ1839!UTM  15      -   0.99998143  x   0.99961450  =   0.99959594
 EJ1839
 EJ1839:                Primary Azimuth Mark                     Grid Az
 EJ1839:SPC AR S     -  CARTHAGE MUNICIPAL TANK                  077 58 36.4
 EJ1839:UTM  15      -  CARTHAGE MUNICIPAL TANK                  077 25 01.0
 EJ1839
 EJ1839|---------------------------------------------------------------------|
 EJ1839| PID    Reference Object                     Distance      Geod. Az  |
 EJ1839|                                                           dddmmss.s |
 EJ1839| EJ1836 CARTHAGE MUNICIPAL TANK             APPROX. 6.5 KM 0773730.4 |
 EJ1839| CY6642 TULIP RM 1                           27.764 METERS 08038     |
 EJ1839| EJ1844 ROUND                               APPROX.17.3 KM 2971446.4 |
 EJ1839| CY6643 TULIP RM 2                           28.814 METERS 34534     |
 EJ1839|---------------------------------------------------------------------|
 EJ1839
 EJ1839                          SUPERSEDED SURVEY CONTROL
 EJ1839
 EJ1839  ELLIP H (09/14/99)  118.32   (m)                       GP(       ) 4 1
 EJ1839  NAD 83(1986)-  34 03 39.36445(N)    092 37 42.01706(W) AD(       ) 1
 EJ1839  NAD 27      -  34 03 39.00664(N)    092 37 41.43914(W) AD(       ) 2
 EJ1839  NGVD 29 (11/13/90)  144.6    (m)          474.     (f) GPS OBS        
 EJ1839
 EJ1839.Superseded values are not recommended for survey control.
 EJ1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1839.See file dsdata.txt to determine how the superseded data were derived.
 EJ1839
 EJ1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3429768974(NAD 83)
 EJ1839_MARKER: DS = TRIANGULATION STATION DISK
 EJ1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1839_SP_SET: CONCRETE POST
 EJ1839_STAMPING: TULIP 1964
 EJ1839_MARK LOGO: CGS   
 EJ1839_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1839+STABILITY: SURFACE MOTION
 EJ1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1839+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 EJ1839
 EJ1839  HISTORY     - Date     Condition        Report By
 EJ1839  HISTORY     - 1964     MONUMENTED       CGS
 EJ1839  HISTORY     - 1964     GOOD             CGS
 EJ1839  HISTORY     - 19890901 GOOD             NGS
 EJ1839  HISTORY     - 19900322 GOOD
 EJ1839  HISTORY     - 20050404 GOOD             ARHD
 EJ1839
 EJ1839                          STATION DESCRIPTION
 EJ1839
 EJ1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1839'ABOUT 7 MILES SOUTHWEST OF LEOLA, 5 MILES NORTH OF PRINCETON,
 EJ1839'4-1/2 MILES WEST OF CARTHAGE, IN THE NORTHWEST 1/4 OF SECTION 3,
 EJ1839'T-8-S, R-15-W, AND ON THE PROPERTY OF MR. KENNITH LEE.  IT IS
 EJ1839'95 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING,
 EJ1839'52 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 9, AND
 EJ1839'15 FEET NORTHEAST OF A WITNESS POST AND A FENCE.  THE MONUMENT
 EJ1839'IS FLUSH AND THE DISK IS STAMPED TULIP 1964.
 EJ1839'
 EJ1839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND
 EJ1839'9 (ABOUT 4-3/4 MILES WEST OF CARTHAGE), GO SOUTHEAST ON
 EJ1839'HIGHWAY 9 FOR 0.85 MILE TO THE STATION ON THE RIGHT.
 EJ1839'
 EJ1839'TO REACH TT 6 (USGS) FROM THE STATION, CONTINUE SOUTHEAST ON
 EJ1839'HIGHWAY 9 FOR 0.45 MILE TO THE MARK ON THE LEFT.
 EJ1839'
 EJ1839'REFERENCE MARK 1 IS 104 FEET NORTHEAST OF THE WITNESS POST, 49
 EJ1839'FEET NORTHWEST OF A POWER POLE, 39 FEET NORTHEAST OF THE
 EJ1839'CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTHWEST OF A FENCE.
 EJ1839'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED TULIP NO 1 1964.
 EJ1839'
 EJ1839'REFERENCE MARK 2 IS 102 FEET NORTHWEST OF THE WITNESS POST, 54
 EJ1839'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET
 EJ1839'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.  THE MONUMENT
 EJ1839'IS FLUSH AND THE DISK IS STAMPED TULIP NO 2 1964.
 EJ1839'
 EJ1839'TT 6 (USGS) IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN THE
 EJ1839'TOP OF A 6 X 6 INCH CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 EJ1839'OF THE GROUND.  IT IS 42 FEET NORTHEAST OF THE CENTERLINE OF THE
 EJ1839'HIGHWAY, 11 FEET SOUTHEAST OF THE CENTERLINE OF A FIELD ROAD, 4
 EJ1839'FEET SOUTHEAST OF A POWER POLE, AND 1 FOOT WEST OF A WITNESS POST
 EJ1839'AND A FENCE.  THE DISK IS STAMPED 474 FEET 6 SAN 1963.
 EJ1839'
 EJ1839'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EJ1839
 EJ1839                          STATION RECOVERY (1964)
 EJ1839
 EJ1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 EJ1839'RECOVERED IN GOOD CONDITION.
 EJ1839
 EJ1839                          STATION RECOVERY (1989)
 EJ1839
 EJ1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EJ1839'STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTHWEST OF LEOLA, 8.8 KM
 EJ1839'(5.5 MI) NORTH OF PRINCETON, AND 7.4 KM (4.6 MI) WEST-SOUTHWEST OF
 EJ1839'CARTHAGE.  OWNERSHIP--KENNITH LEE.  PHONE IS 501-254-2395.  HE LIVES
 EJ1839'IN THE HOUSE JUST NORTH OF THE STATION.
 EJ1839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 229 IN
 EJ1839'CARTHAGE.  GO WEST ON STATE HIGHWAY 48 FOR 7.83 KM (4.87 MI) TO A
 EJ1839'CROSSROAD.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 9 FOR 1.28 KM
 EJ1839'(0.80 MI) TO THE STATE ON THE RIGHT.  JUST AFTER PASSING A METAL
 EJ1839'BUILDING.
 EJ1839'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---TULIP 1964---.
 EJ1839'SET IN THE TOP OF A 30 CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 EJ1839'GROUND.  IT IS 29.4 M (96.5 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 EJ1839'METAL BUILDING, 15.0 M (49.2 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 EJ1839'HIGHWAY 9, 4.9 M (16.1 FT) SOUTH-SOUTHWEST OF A FENCE CORNER, AND 3.2
 EJ1839'M (10.5 FT) SOUTHWEST OF A FENCE AND CARSONITE WITNESS POST.
 EJ1839'MR. LEE WOULD LIKE TO BE NOTIFIED WHEN THE STATION WILL BE OBSERVED.
 EJ1839'DESCRIBED BY E.J.HANSMANN.  NOTE- CAN ALSO BE REACHED BY GOING
 EJ1839'NORTHERLY 5.65 MI (9.09 KM) ALONG STATE ROUTE 9 FROM THE JUNCTION
 EJ1839'WITH STATE ROUTE 8, AT PRINCETON.  CAN PACK TRIPOD OVER FENCELINE
 EJ1839
 EJ1839                          STATION RECOVERY (1990)
 EJ1839
 EJ1839'RECOVERED 1990
 EJ1839'RECOVERED IN GOOD CONDITION.
 EJ1839
 EJ1839                          STATION RECOVERY (2005)
 EJ1839
 EJ1839'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 EJ1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0707 ***********************************************************************
 DL0707  DESIGNATION -  TULLOS BOLT
 DL0707  PID         -  DL0707
 DL0707  STATE/COUNTY-  AR/MILLER
 DL0707  USGS QUAD   -  CANFIELD (1975)
 DL0707
 DL0707                         *CURRENT SURVEY CONTROL
 DL0707  ___________________________________________________________________
 DL0707* NAD 83(1986)-  33 14 37.     (N)    093 43 30.     (W)     SCALED    
 DL0707* NAVD 88     -        66.73   (+/-2cm)     218.9    (feet)  VERTCON   
 DL0707  ___________________________________________________________________
 DL0707  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DL0707
 DL0707  VERT ORDER  -  ? (See Below)
 DL0707
 DL0707.The horizontal coordinates were scaled from a topographic map and have
 DL0707.an estimated accuracy of +/- 6 seconds.
 DL0707
 DL0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0707.The vertical order pertains to the NGVD 29 superseded value.
 DL0707
 DL0707.The geoid height was determined by GEOID03.
 DL0707
 DL0707;                    North         East    Units  Estimated Accuracy
 DL0707;SPC AR S     -   465,350.      239,240.      MT  (+/- 180 meters Scaled)
 DL0707
 DL0707                          SUPERSEDED SURVEY CONTROL
 DL0707
 DL0707  NGVD 29 (??/??/92)   66.759  (m)          219.03   (f) ADJ UNCH    ?  
 DL0707
 DL0707.Superseded values are not recommended for survey control.
 DL0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0707.See file dsdata.txt to determine how the superseded data were derived.
 DL0707
 DL0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS324785(NAD 83)
 DL0707_MARKER: B = BOLT
 DL0707_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0707_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0707
 DL0707  HISTORY     - Date     Condition        Report By
 DL0707  HISTORY     - UNK      MONUMENTED       USE
 DL0707  HISTORY     - 1935     GOOD             NGS
 DL0707
 DL0707                          STATION DESCRIPTION
 DL0707
 DL0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0707'8 MI S FROM GARLAND.
 DL0707'ABOUT 8 MILES SOUTH OF GARLAND, MILLER COUNTY, ABOUT 1 MILE NORTHWEST
 DL0707'OF NIGGER LAKE, ABOUT 1/2 MILE NORTH OF THE BOOKER SCHOOLHOUSE, ON THE
 DL0707'RIGHT BANK OF RED RIVER, ON THE M. TULLOS PLANTATION, ABOUT 65 FEET
 DL0707'WEST OF THE FOOT OF THE LEVEE, ABOUT 45 FEET WEST OF THE CENTER LINE
 DL0707'OF A ROAD, AND 2 FEET OUTSIDE OF THE NORTHEAST CORNER OF THE FENCE
 DL0707'SURROUNDING THE RESIDENCE.  A COPPER BOLT, SET IN THE TOP OF A
 DL0707'CONCRETE SLAB, ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 DL0707'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 DL0707'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0624 ***********************************************************************
 GG0624  DESIGNATION -  TUNSTILL
 GG0624  PID         -  GG0624
 GG0624  STATE/COUNTY-  AR/WASHINGTON
 GG0624  USGS QUAD   -  ELKINS (1994)
 GG0624
 GG0624                         *CURRENT SURVEY CONTROL
 GG0624  ___________________________________________________________________
 GG0624* NAD 83(1997)-  36 01 15.94371(N)    094 05 13.04823(W)     ADJUSTED  
 GG0624* NAVD 88     -       575.6    (meters)    1888.     (feet)  VERTCON   
 GG0624  ___________________________________________________________________
 GG0624  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GG0624  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GG0624
 GG0624  HORZ ORDER  -  FIRST
 GG0624
 GG0624.The horizontal coordinates were established by classical geodetic methods
 GG0624.and adjusted by the National Geodetic Survey in September 1999..
 GG0624
 GG0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0624
 GG0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0624
 GG0624.The geoid height was determined by GEOID03.
 GG0624
 GG0624;                    North         East     Units Scale Factor Converg.
 GG0624;SPC AR N     -   189,239.693   211,902.994   MT  0.99996493   -1 12 51.8
 GG0624;SPC AR N     -   620,863.89    695,218.41   sFT  0.99996493   -1 12 51.8
 GG0624;UTM  15      - 3,986,834.631   402,059.344   MT  0.99971819   -0 38 21.4
 GG0624
 GG0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0624!SPC AR N     -   0.99991406  x   0.99996493  =   0.99987899
 GG0624!UTM  15      -   0.99991406  x   0.99971819  =   0.99963228
 GG0624
 GG0624:                Primary Azimuth Mark                     Grid Az
 GG0624:SPC AR N     -  TUNSTILL AZ MK                           069 19 42.0
 GG0624:UTM  15      -  TUNSTILL AZ MK                           068 45 11.6
 GG0624
 GG0624|---------------------------------------------------------------------|
 GG0624| PID    Reference Object                     Distance      Geod. Az  |
 GG0624|                                                           dddmmss.s |
 GG0624| CI3454 TUNSTILL AZ MK                                     0680650.2 |
 GG0624| CI3455 TUNSTILL RM 1                        19.235 METERS 10926     |
 GG0624| GG0623 FAYETTEVILLE TV STA KGTO MAST       APPROX. 0.5 KM 1524850.5 |
 GG0624| CI3456 TUNSTILL RM 2                        21.852 METERS 23018     |
 GG0624| GG0648 FAYETTEVILLE ST FISH GAME MAST      APPROX.12.0 KM 2680828.5 |
 GG0624| GG0647 FAYETTEVILLE RAD STA KNWA MAST      APPROX.11.8 KM 2695746.2 |
 GG0624| GG0640 FAYETTEVILLE E MUN TANK             APPROX. 6.9 KM 3121715.2 |
 GG0624|---------------------------------------------------------------------|
 GG0624
 GG0624                          SUPERSEDED SURVEY CONTROL
 GG0624
 GG0624  NAD 83(1997)-  36 01 15.95474(N)    094 05 13.04814(W) AD(       ) 1
 GG0624  NAD 83(1986)-  36 01 15.95343(N)    094 05 13.04761(W) AD(       ) 1
 GG0624  NAD 27      -  36 01 15.66798(N)    094 05 12.32166(W) AD(       ) 1
 GG0624  NGVD 29 (07/19/86)  575.4    (m)         1888.     (f) VERT ANG       
 GG0624
 GG0624.Superseded values are not recommended for survey control.
 GG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0624.See file dsdata.txt to determine how the superseded data were derived.
 GG0624
 GG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0205986835(NAD 83)
 GG0624_MARKER: DS = TRIANGULATION STATION DISK
 GG0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GG0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0624+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2006
 GG0624
 GG0624  HISTORY     - Date     Condition        Report By
 GG0624  HISTORY     - 1971     MONUMENTED       NGS
 GG0624  HISTORY     - 1989     GOOD             USPSQD
 GG0624  HISTORY     - 20060213 GOOD             INDIV
 GG0624
 GG0624                          STATION DESCRIPTION
 GG0624
 GG0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0624'THE STATION IS ABOUT 6 MILES WEST AND 1 MILE SOUTH OF TUTTLE, 4-1/2
 GG0624'MILES EAST AND 1-1/2 MILES SOUTH OF FAYETTEVILLE, 4 MILES WEST AND
 GG0624'1-1/2 MILES NORTH OF ELKINS, IN THE SOUTHWEST 1/4 OF SECTION 29, T.
 GG0624'16 N., R. 29 W., ON THE TOP OF A BARE HILL AND ON PROPERTY OWNED
 GG0624'BY CLARENCE TUNSTILL, ROUTE 7, FAYETTEVILLE, TELEPHONE NUMBER
 GG0624'442-7867.
 GG0624'
 GG0624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 74 AND 16
 GG0624'IN ELKINS, GO NORTH AND NORTHWEST FOR 2.1 MILES TO WHERE HIGHWAY 74
 GG0624'TURNS RIGHT AND HIGHWAY 16 CONTINUES STRAIGHT AHEAD.  CONTINUE
 GG0624'NORTHWEST ON STATE HIGHWAY 16 FOR 3.5 MILES TO THE BALDWIN
 GG0624'CHRISTIAN CHURCH ON THE LEFT.  CONTINUE NORTHWEST ON HIGHWAY FOR
 GG0624'0.15 MILE TO THE JUNCTION WITH ED EDWARDS ROAD ON THE LEFT.  TURN
 GG0624'LEFT AND GO SOUTH ON ED EDWARDS ROAD (GRAVELED ROAD) FOR 1.55
 GG0624'MILES TO A GRADED ROAD RIGHT JUST AFTER A CURVE TO THE LEFT IN THE
 GG0624'MAIN ROAD.  TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR 0.05 MILE
 GG0624'TO A GATE.  PASS THROUGH GATE AND CONTINUE SOUTH AND SOUTHWEST
 GG0624'ON GRADED ROAD FOR 0.2 MILE TO A DIM SIDE ROAD LEFT JUST NORTH OF A
 GG0624'STOCK POND.  CONTINUE SOUTHERLY ON GRADED ROAD FOR 0.05 MILE TO A
 GG0624'BARN AND THE STATION.
 GG0624'
 GG0624'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO EAST ON
 GG0624'TRACK ROAD FOR 0.05 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 GG0624'EAST, ACROSS OPEN FIELD FOR 0.1 MILE TO THE EDGE OF WOODS AND THE
 GG0624'MARK.
 GG0624'
 GG0624'STATION MARK IS A STANDARD DISK, STAMPED TUNSTILL 1971, SET IN THE
 GG0624'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 GG0624'THE GROUND SURFACE.  IT IS 91.0 FEET SOUTHWEST OF THE SOUTHWEST
 GG0624'CORNER OF A BARN, 62.0 FEET WEST OF A NORTH-SOUTH FENCE AND 12.0
 GG0624'FEET SOUTHEAST OF AN EAST-WEST FENCE.  THE UNDERGROUND MARK IS A
 GG0624'STANDARD DISK, STAMPED TUNSTILL 1971, SET IN AN IRREGULAR MASS
 GG0624'OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 GG0624'
 GG0624'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TUNSTILL NO 1 1971,
 GG0624'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 GG0624'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 80.5 FEET SOUTH OF THE
 GG0624'SOUTHWEST CORNER OF THE BARN, 1.0 FOOT WEST OF A FENCE AND ABOUT 2
 GG0624'FEET LOWER THAN THE STATION.
 GG0624'
 GG0624'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TUNSTILL NO 2 1971, SET
 GG0624'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 GG0624'6 INCHES ABOVE THE GROUND.  IT IS 1.0 FOOT SOUTHEAST OF A FENCE
 GG0624'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GG0624'
 GG0624'AZIMUTH MARK IS A STANDARD DISK, STAMPED TUNSTILL 1971, SET IN THE
 GG0624'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 GG0624'THE GROUND SURFACE.  IT IS 2.1 FEET NORTHWEST OF A WITNESS POST.
 GG0624'
 GG0624'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 GG0624
 GG0624                          STATION RECOVERY (1989)
 GG0624
 GG0624'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0624'RECOVERED IN GOOD CONDITION.
 GG0624
 GG0624                          STATION RECOVERY (2006)
 GG0624
 GG0624'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SG)
 GG0624'THE MONUMENT WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1847 ***********************************************************************
 EJ1847  DESIGNATION -  TUPELO
 EJ1847  PID         -  EJ1847
 EJ1847  STATE/COUNTY-  AR/CLARK
 EJ1847  USGS QUAD   -  DALARK (1978)
 EJ1847
 EJ1847                         *CURRENT SURVEY CONTROL
 EJ1847  ___________________________________________________________________
 EJ1847* NAD 83(1997)-  34 04 04.31002(N)    092 57 44.39254(W)     ADJUSTED  
 EJ1847* NAVD 88     -        69.2    (meters)     227.     (feet)  VERTCON   
 EJ1847  ___________________________________________________________________
 EJ1847  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 EJ1847  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EJ1847
 EJ1847  HORZ ORDER  -  THIRD
 EJ1847
 EJ1847.The horizontal coordinates were established by classical geodetic methods
 EJ1847.and adjusted by the National Geodetic Survey in September 1999..
 EJ1847
 EJ1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1847
 EJ1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1847
 EJ1847.The geoid height was determined by GEOID03.
 EJ1847
 EJ1847;                    North         East     Units Scale Factor Converg.
 EJ1847;SPC AR S     -   555,827.348   311,174.531   MT  0.99991864   -0 32 19.0
 EJ1847;SPC AR S     - 1,823,576.89  1,020,911.77   sFT  0.99991864   -0 32 19.0
 EJ1847;UTM  15      - 3,769,681.273   503,475.858   MT  0.99960015   +0 01 16.0
 EJ1847
 EJ1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1847!SPC AR S     -   0.99999333  x   0.99991864  =   0.99991197
 EJ1847!UTM  15      -   0.99999333  x   0.99960015  =   0.99959348
 EJ1847
 EJ1847|---------------------------------------------------------------------|
 EJ1847| PID    Reference Object                     Distance      Geod. Az  |
 EJ1847|                                                           dddmmss.s |
 EJ1847| CY6645 TUPELO RM 1                          24.432 METERS 08035     |
 EJ1847| CY6644 TUPELO AZ MK                                       2531532.8 |
 EJ1847| EJ1978 GUM SPRINGS REYNOLDS MET CO TK      APPROX.10.9 KM 2684417.8 |
 EJ1847| CY6646 TUPELO RM 2                          34.031 METERS 34407     |
 EJ1847|---------------------------------------------------------------------|
 EJ1847
 EJ1847                          SUPERSEDED SURVEY CONTROL
 EJ1847
 EJ1847  NAD 83(1986)-  34 04 04.31956(N)    092 57 44.38444(W) AD(       ) 3
 EJ1847  NAD 27      -  34 04 03.96990(N)    092 57 43.77070(W) AD(       ) 3
 EJ1847  NGVD 29 (07/19/86)   69.2    (m)          227.     (f) VERT ANG       
 EJ1847
 EJ1847.Superseded values are not recommended for survey control.
 EJ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1847.See file dsdata.txt to determine how the superseded data were derived.
 EJ1847
 EJ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0347669681(NAD 83)
 EJ1847_MARKER: DS = TRIANGULATION STATION DISK
 EJ1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1847
 EJ1847  HISTORY     - Date     Condition        Report By
 EJ1847  HISTORY     - 1957     MONUMENTED       CGS
 EJ1847  HISTORY     - 1964     GOOD             CGS
 EJ1847
 EJ1847                          STATION DESCRIPTION
 EJ1847
 EJ1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1847'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF AN ORCHARD
 EJ1847'PLOT ON THE NORTH SIDE OF AN EAST-WEST ROAD.  IT IS 5.5 MILES
 EJ1847'AIRLINE SOUTHEAST OF ARKADELPHIA AND 1.5 MILES NORTHEAST OF THE
 EJ1847'QUACHITA RIVER AT ITS NEAREST POINT, ON PROPERTY OWNED BY MR.A.R.
 EJ1847'HUGHES WHO LIVES AT THE STATION SITE.  IT IS 68.5 FEET SOUTHWEST
 EJ1847'OF THE SOUTHWEST CORNER OF THE HOUSE, 14 FEET NORTHEAST OF THE
 EJ1847'NORTHWEST CORNER OF THE GARAGE AND 11 FEET WEST OF A YARD
 EJ1847'FENCE.  IT IS STAMPED TUPELO 1957 AND PROJECTS 2 INCHES.
 EJ1847'
 EJ1847'REFERENCE MARK NO. 1 IS 72 FEET NORTH OF THE CENTER OF A GRAVELED
 EJ1847'ROAD AND 1 FOOT SOUTH OF A POWERLINE POLE WHICH SERVES AS THE
 EJ1847'CORNER POST AT THE SOUTHEAST CORNER OF THE YARD FENCE.  IT IS
 EJ1847'STAMPED TUPELO NO 1 1957 AND PROJECTS 2 INCHES.
 EJ1847'
 EJ1847'REFERENCE MARK NO. 2 IS 66 FEET WEST OF THE NORTHWEST CORNER OF
 EJ1847'THE HOUSE AND 1 FOOT SOUTH OF A SMALL BUILDING.  IT IS STAMPED
 EJ1847'TUPELO NO 2 1957AND PROJECTS 3 INCHES.
 EJ1847'
 EJ1847'THE AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF A GRAVELED
 EJ1847'ROAD AND 15 FEET NORTHEAST OF AN 8 INCH TRIANGLE BLAZED TREE.
 EJ1847'IT IS STAMPED TUPELO 1957 AND PROJECTS 6 INCHES.
 EJ1847'
 EJ1847'TO REACH THE STATION FROM THE POST OFFICE IN ARKADELPHIA GO NORTH
 EJ1847'FOR 1 BLOCK TO STATE HIGHWAYS 8, 7, AND 51, TURN RIGHT, EAST,
 EJ1847'AND GO 1.5 MILES TO WHERE STATE HIGHWAY 51 TURNS LEFT AND THE END
 EJ1847'OF BLACKTOP ROAD, CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD
 EJ1847'FOR 4.4 MILES TO A SIDE ROAD LEFT, TURN LEFT, NORTHEAST, AND GO
 EJ1847'1.25 MILES TO THE RESIDENCE OF MR. A.R. HUGHES AND THE STATION
 EJ1847'ON THE LEFT AS DESCRIBED.
 EJ1847'
 EJ1847'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE
 EJ1847'GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 EJ1847'
 EJ1847'HEIGHT OF LIGHT ABOVE STATION MARK 14.76 METERS.
 EJ1847
 EJ1847                          STATION RECOVERY (1964)
 EJ1847
 EJ1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 EJ1847'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ1847'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 EJ1847'ADEQUATE FOR RECOVERY.
 EJ1847'
 EJ1847'THE AZIMUTH MARK WAS RECOVERED 0.35 MILE WEST-SOUTHWEST OF THE
 EJ1847'STATION, ACROSS THE ROAD AND ABOUT MIDWAY BETWEEN TWO ENTRANCES
 EJ1847'TO AN OLD GRAVEL PIT AND ON A RIDGE OF EARTH THAT PARALLELS THE
 EJ1847'MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1813 ***********************************************************************
 FF1813  DESIGNATION -  TUPELO
 FF1813  PID         -  FF1813
 FF1813  STATE/COUNTY-  AR/JACKSON
 FF1813  USGS QUAD   -  TUPELO (1980)
 FF1813
 FF1813                         *CURRENT SURVEY CONTROL
 FF1813  ___________________________________________________________________
 FF1813* NAD 83(1997)-  35 23 36.41692(N)    091 13 48.95571(W)     ADJUSTED  
 FF1813* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 FF1813  ___________________________________________________________________
 FF1813  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FF1813  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1813
 FF1813  HORZ ORDER  -  SECOND
 FF1813
 FF1813.The horizontal coordinates were established by classical geodetic methods
 FF1813.and adjusted by the National Geodetic Survey in September 1999..
 FF1813
 FF1813.The orthometric height was scaled from a topographic map.
 FF1813
 FF1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1813
 FF1813.The geoid height was determined by GEOID03.
 FF1813
 FF1813;                    North         East     Units Scale Factor Converg.
 FF1813;SPC AR N     -   117,883.897   469,924.844   MT  0.99994145   +0 26 52.5
 FF1813;SPC AR N     -   386,757.42  1,541,745.09   sFT  0.99994145   +0 26 52.5
 FF1813;UTM  15      - 3,918,114.415   660,722.873   MT  0.99991834   +1 01 30.8
 FF1813
 FF1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1813!SPC AR N     -   0.99999393  x   0.99994145  =   0.99993538
 FF1813!UTM  15      -   0.99999393  x   0.99991834  =   0.99991227
 FF1813
 FF1813|---------------------------------------------------------------------|
 FF1813| PID    Reference Object                     Distance      Geod. Az  |
 FF1813|                                                           dddmmss.s |
 FF1813| CI3458 TUPELO RM 1                          27.805 METERS 09647     |
 FF1813| CI3459 TUPELO RM 2                          26.905 METERS 18921     |
 FF1813| CI3457 TUPELO AZ MK                                       3573848.3 |
 FF1813|---------------------------------------------------------------------|
 FF1813
 FF1813                          SUPERSEDED SURVEY CONTROL
 FF1813
 FF1813  NAD 83(1986)-  35 23 36.42782(N)    091 13 48.95517(W) AD(       ) 2
 FF1813  NAD 27      -  35 23 36.12700(N)    091 13 48.50150(W) AD(       ) 2
 FF1813
 FF1813.Superseded values are not recommended for survey control.
 FF1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1813.See file dsdata.txt to determine how the superseded data were derived.
 FF1813
 FF1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6072318114(NAD 83)
 FF1813_MARKER: DS = TRIANGULATION STATION DISK
 FF1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1813
 FF1813  HISTORY     - Date     Condition        Report By
 FF1813  HISTORY     - 1954     MONUMENTED       CGS
 FF1813  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1813
 FF1813                          STATION DESCRIPTION
 FF1813
 FF1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1813'THE STATION IS IN SECTION 20, T 9 N, R 2 W, ON A STRIP OF
 FF1813'GROUND BETWEEN OLD STATE HIGHWAY 17 AND THE NEW ONE, ABOUT
 FF1813'100 YARDS SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 17
 FF1813'AND 33, 0.1 MILE NORTH-NORTHEAST OF THE TUPELO POST OFFICE,
 FF1813'0.1 MILE NORTH OF A PAN AM SERVICE STATION, 74 FEET SOUTHEAST
 FF1813'OF A TELEPHONE POLE, 61 FEET EAST OF THE CENTER OF STATE
 FF1813'HIGHWAY 17, 54 FEET SOUTH OF THE CENTER OF A STREET, 21 FEET
 FF1813'NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND ON LAND
 FF1813'OWNED BY MR. DON MARTIN.
 FF1813'
 FF1813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 FF1813'STATE HIGHWAY 17 FOR 0.5 MILE TO A DRIVE-WAY ON THE LEFT
 FF1813'AND THE AZIMUTH MARK AS DESCRIBED.
 FF1813'
 FF1813'THE STATION MARK IS 12-INCH BELOW THE SURFACE OF THE GROUND
 FF1813'AND THE DISK IS STAMPED TUPELO 1954.
 FF1813'
 FF1813'REFERENCE MARK 1 IS 49 FEET SOUTH OF A FENCE CORNER, 16 FEET
 FF1813'EAST OF THE CENTER OF THE OLD STATE HIGHWAY 17, AND 6 INCHES
 FF1813'WEST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FF1813'IS STAMPED TUPELO NO 1 1954.
 FF1813'
 FF1813'REFERENCE MARK 2 IS 43 FEET EAST OF THE CENTER OF STATE HIGHWAY
 FF1813'17 AND 5 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 FF1813'2 INCHES AND THE DISK IS STAMPED TUPELO NO 1 1954.
 FF1813'
 FF1813'THE AZIMUTH MARK IS 28 FEET SOUTH OF A TELEPHONE POLE, 32
 FF1813'FEET WEST OF THE CENTER OF STATE HIGHWAY 17, 15 FEET SOUTH
 FF1813'OF THE CENTER OF A DRIVEWAY, 4 FEET SOUTHEAST OF A FENCE
 FF1813'CORNER AND 2 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS
 FF1813'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1813'TUPELO 1954.
 FF1813'
 FF1813'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF1813
 FF1813                          STATION RECOVERY (2003)
 FF1813
 FF1813'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1827 ***********************************************************************
 FF1827  DESIGNATION -  TUPELO TEX ILL GAS P L WNW MST
 FF1827  PID         -  FF1827
 FF1827  STATE/COUNTY-  AR/WOODRUFF
 FF1827  USGS QUAD   -  AUGUSTA NE (1967)
 FF1827
 FF1827                         *CURRENT SURVEY CONTROL
 FF1827  ___________________________________________________________________
 FF1827* NAD 83(1997)-  35 23 23.52626(N)    091 16 36.92767(W)     ADJUSTED  
 FF1827* NAVD 88     -                                                        
 FF1827  ___________________________________________________________________
 FF1827  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FF1827  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF1827
 FF1827  HORZ ORDER  -  THIRD
 FF1827
 FF1827.The horizontal coordinates were established by classical geodetic methods
 FF1827.and adjusted by the National Geodetic Survey in September 1999..
 FF1827
 FF1827
 FF1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1827
 FF1827.The geoid height was determined by GEOID03.
 FF1827
 FF1827;                    North         East     Units Scale Factor Converg.
 FF1827;SPC AR N     -   117,454.525   465,689.216   MT  0.99994166   +0 25 14.7
 FF1827;SPC AR N     -   385,348.72  1,527,848.70   sFT  0.99994166   +0 25 14.7
 FF1827;UTM  15      - 3,917,642.401   656,491.920   MT  0.99990180   +0 59 53.2
 FF1827
 FF1827                          SUPERSEDED SURVEY CONTROL
 FF1827
 FF1827  NAD 83(1986)-  35 23 23.53704(N)    091 16 36.92726(W) AD(       ) 4
 FF1827  NAD 27      -  35 23 23.23500(N)    091 16 36.47400(W) AD(       ) 3
 FF1827
 FF1827.Superseded values are not recommended for survey control.
 FF1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1827.See file dsdata.txt to determine how the superseded data were derived.
 FF1827
 FF1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5649217642(NAD 83)
 FF1827_MARKER: 44 = MICROWAVE MAST
 FF1827
 FF1827  HISTORY     - Date     Condition        Report By
 FF1827  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1827
 FF1827                          STATION DESCRIPTION
 FF1827
 FF1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1827'THE STATION IS THE APEX OF THE WNW ONE OF TWO TEXAS ILLINOIS
 FF1827'NATURAL GAS PIPELINE CO. MICRO-WAVE MASTS.  THE MASTS ARE
 FF1827'LOCATED ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 33 FROM
 FF1827'THE JUNCTION WITH STATE HIGHWAY 17 AT TUPELO, AND ABOUT
 FF1827'450 FEET NORTH OF THE HIGHWAY.
 FF1827'
 FF1827'THE TWO MASTS SUPPORT A REFLECTOR TYPE ANTENNA AND ARE SEPARATED
 FF1827'AT THE BASE BY A 12 FOOT SQUARE BLOCK HOUSE.  THE MASTS ARE
 FF1827'PAINTED ALTERNATLY RED AND WHITE AND ARE ABOUT 200 FEET HIGH.
 FF1827'THE BLOCK HOUSE IS PAINTED WHITE.
 FF1827'
 FF1827'THE STATION MAST WAS LIGHTED WITH RED WARNING LIGHTS WHILE
 FF1827'THE ADJACENT MAST WAS NOT LIGHTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1219 ***********************************************************************
 DM1219  DESIGNATION -  TURKEY
 DM1219  PID         -  DM1219
 DM1219  STATE/COUNTY-  AR/MILLER
 DM1219  USGS QUAD   -  BLOOMBURG (1969)
 DM1219
 DM1219                         *CURRENT SURVEY CONTROL
 DM1219  ___________________________________________________________________
 DM1219* NAD 83(1997)-  33 13 43.78638(N)    094 00 14.04023(W)     ADJUSTED  
 DM1219* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 DM1219  ___________________________________________________________________
 DM1219  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DM1219  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DM1219
 DM1219  HORZ ORDER  -  SECOND
 DM1219
 DM1219.The horizontal coordinates were established by classical geodetic methods
 DM1219.and adjusted by the National Geodetic Survey in September 1999..
 DM1219
 DM1219.The orthometric height was scaled from a topographic map.
 DM1219
 DM1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1219
 DM1219.The geoid height was determined by GEOID03.
 DM1219
 DM1219;                    North         East     Units Scale Factor Converg.
 DM1219;SPC AR S     -   464,180.264   213,222.849   MT  1.00001654   -1 07 17.6
 DM1219;SPC AR S     - 1,522,898.08    699,548.63   sFT  1.00001654   -1 07 17.6
 DM1219;SPC TXNC     - 2,182,193.968 1,018,907.709   MT  0.99987739   +2 27 07.7
 DM1219;SPC TXNC     - 7,159,414.71  3,342,866.38   sFT  0.99987739   +2 27 07.7
 DM1219;UTM  15      - 3,677,104.559   406,460.743   MT  0.99970787   -0 33 00.6
 DM1219
 DM1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1219!SPC AR S     -   0.99998912  x   1.00001654  =   1.00000566
 DM1219!SPC TXNC     -   0.99998912  x   0.99987739  =   0.99986651
 DM1219!UTM  15      -   0.99998912  x   0.99970787  =   0.99969700
 DM1219
 DM1219|---------------------------------------------------------------------|
 DM1219| PID    Reference Object                     Distance      Geod. Az  |
 DM1219|                                                           dddmmss.s |
 DM1219| CX7297 TURKEY RM 1                          21.447 METERS 05129     |
 DM1219| DL1541 FOUKE                               APPROX.11.9 KM 0703954.2 |
 DM1219| CX7298 TURKEY RM 2                          21.283 METERS 17129     |
 DM1219|---------------------------------------------------------------------|
 DM1219
 DM1219                          SUPERSEDED SURVEY CONTROL
 DM1219
 DM1219  NAD 83(1997)-  33 13 43.78946(N)    094 00 14.03994(W) AD(       ) 2
 DM1219  NAD 83(1997)-  33 13 43.79139(N)    094 00 14.03373(W) AD(       ) 2
 DM1219  NAD 83(1986)-  33 13 43.79359(N)    094 00 14.03087(W) AD(       ) 2
 DM1219  NAD 27      -  33 13 43.32800(N)    094 00 13.37200(W) AD(       ) 2
 DM1219
 DM1219.Superseded values are not recommended for survey control.
 DM1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1219.See file dsdata.txt to determine how the superseded data were derived.
 DM1219
 DM1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0646177105(NAD 83)
 DM1219_MARKER: DS = TRIANGULATION STATION DISK
 DM1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1219
 DM1219  HISTORY     - Date     Condition        Report By
 DM1219  HISTORY     - 1951     MONUMENTED       CGS
 DM1219  HISTORY     - 1956     GOOD             CGS
 DM1219  HISTORY     - 1963     GOOD             CGS
 DM1219  HISTORY     - 1967     GOOD             CGS
 DM1219
 DM1219                          STATION DESCRIPTION
 DM1219
 DM1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1219'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF TEXARKANA, ABOUT
 DM1219'1 MILE SOUTH OF THE SULPHUR RIVER, 68 FEET WEST OF THE CENTER
 DM1219'OF A GRAVELED ROAD, 45 FEET NORTHWEST OF A POWER LINE POLE,
 DM1219'AND 13.5 FEET NORTH OF A WITNESS POST.
 DM1219'
 DM1219'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 DM1219'71 AND 82 NEAR THE EAST EDGE OF TEXARKANA, GO SOUTHERLY ON NO. 71
 DM1219'FOR 4.45 MILES TO A GRAVELED SIDE ROAD ON THE RIGHT (JUST SOUTH OF
 DM1219'A CONCRETE BRIDGE).  THEN RIGHT, SOUTHERLY, ON THE GRAVELED
 DM1219'ROAD FOR 10.4 MILES TO A WOODEN BRIDGE ACROSS THE SULPHUR
 DM1219'RIVER.  CONTINUE SOUTHERLY FOR 1.0 MILE TO THE CREST OF A
 DM1219'HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 DM1219'
 DM1219'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DM1219'TURKEY 1951.
 DM1219'
 DM1219'REFERENCE MARK NO. 1 IS 77.5 FEET NORTH OF THE POWER LINE POLE,
 DM1219'AND 33 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.  IT PROJECTS
 DM1219'4 INCHES, AND THE DISK IS STAMPED TURKEY NO 1 1951.
 DM1219'
 DM1219'REFERENCE MARK NO. 2 IS 45 FEET SOUTH OF THE POWER LINE POLE,
 DM1219'AND 34 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.  IT PROJECTS
 DM1219'6 INCHES, AND THE DISK IS STAMPED TURKEY NO 2 1951.
 DM1219'
 DM1219'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 DM1219'
 DM1219'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DM1219'CONCRETE CYLINDERS.
 DM1219'
 DM1219'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1219
 DM1219                          STATION RECOVERY (1956)
 DM1219
 DM1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1219'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M.
 DM1219'NO. 1 AND R.M. NO. 2 HAVE BEEN REMOVED FROM ORIGINAL POSITION
 DM1219'BY ROAD CONSTRUCTION.  DIRECTIONS FOR PROCEEDING TO STATION
 DM1219'SITE ARE CORRECT.
 DM1219
 DM1219                          STATION RECOVERY (1963)
 DM1219
 DM1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DM1219'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DM1219'CONDITION.  BOTH OF THE REFERENCE MARKS HAVE BEEN DESTROYED
 DM1219'AND THEY WERE PROBABLY DESTROYED BY HIGHWAY IMPROVMENT.
 DM1219'NO AZIMUTH MARK WAS SET AT THIS STATION SO THE REFERENCE
 DM1219'MARKS WERE NOT REPLACED AS NO OBJECTS WERE VISABLE FROM THE
 DM1219'GROUND AT THE STATION.
 DM1219'
 DM1219'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DM1219'71 AND 82, IN THE EAST EDGE OF TEXARCANA, GO SOUTHERLY ON
 DM1219'U.S. HIGHWAY 71 FOR 4.45 MILES TO JUNCTION OF STATE HIGHWAY
 DM1219'237, TURN RIGHT AND FOLLOW HIGHWAY SOUTHERLY FOR 10.35 MILES
 DM1219'TO THE SOUTH END OF THE BRIDGE OVER THE SULPHUR RIVER, CONTINUE
 DM1219'SOUTH FOR 0.9 MILE TO THE STATION ON TOP OF THE BANK ON THE
 DM1219'RIGHT.
 DM1219
 DM1219                          STATION RECOVERY (1967)
 DM1219
 DM1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 DM1219'THE STATION WAS VISITED 2-16-67 AND THE STATION MARK WAS FOUND
 DM1219'IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE
 DM1219'FOUND DESTROYED DUE TO PAST ROAD CONSTRUCTION.  REFERENCE
 DM1219'MARKS NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE BUT WERE
 DM1219'NOT TIED TO AN AZIMUTH OR MAIN SCHEME STATION.  NEW ROAD
 DM1219'CONSTRUCTION IS SCHEDULED NEAR THE STATION SOON.  A NEW
 DM1219'DESCRIPTION FOLLOWS--
 DM1219'
 DM1219'THE STATION IS LOCATED ABOUT 14 MILES S OF TEXARKANA AND 1.0
 DM1219'MILE S OF THE CONCRETE BRIDGE OVER SULPHUR RIVER AND W OF
 DM1219'STATE HIGHWAY 237 ON TOP OF A PINE COVERED RIDGE.  THE STATION
 DM1219'IS 63 FT. W OF THE CENTERLINE OF STATE HIGHWAY 237, 90 FT.
 DM1219'SW OF A POWER POLE, 1 FOOT W OF A METAL WITNESS POST AND SIGN.
 DM1219'IT IS A STANDARD TRIANGULATION DISK STAMPED TURKEY 1951,
 DM1219'PROJECTING 4 INCHES.
 DM1219'
 DM1219'REFERENCE MARK NO. 3 IS 68.77 FT. S OF STATION, 58 FT. S OF
 DM1219'THE CENTERLINE OF STATE HIGHWAY 237, 1 FOOT W OF A METAL
 DM1219'WITNESS POST AND SIGN ABOUT 6 FT. ABOVE LEVEL OF HIGHWAY.
 DM1219'IT IS A STANDARD REFERENCE MARK DISK STAMPED TURKEY 1951
 DM1219'NO. 3 1967, PROJECTING 6 INCHES.
 DM1219'
 DM1219'REFERENCE MARK NO. 4 IS 66.25 FT. W OF STATION, 131 FT. W OF THE
 DM1219'CENTERLINE OF STATE HIGHWAY 237 IN A PINE GROVE, 121 FT. SW OF A
 DM1219'POWER POLE, 1 FOOT SE OF A METAL WITNESS POST AND SIGN.  IT
 DM1219'IS A STANDARD REFERENCE MARK DISK STAMPED TURKEY 1951 NO. 4
 DM1219'1967, PROJECTS 3 INCHES.
 DM1219'
 DM1219'NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 DM1219'
 DM1219'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 DM1219'71 AND 82, IN THE EAST SECTION OF TEXARKANA, GO SOUTH ON
 DM1219'U.S. HIGHWAY 71 FOR 4.4 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 DM1219'237, TURN RIGHT AND GO SOUTHERLY FOR 10.4 MILES TO THE CONCRETE
 DM1219'BRIDGE OVER SULPHUR RIVER, CONTINUE SOUTH FOR 1.0 MILE TO
 DM1219'THE TOP OF A RIDGE, TO THE STATION ON THE RIGHT IN A CUT
 DM1219'AND CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1907 ***********************************************************************
 EH1907  DESIGNATION -  TURNER AZ MK
 EH1907  PID         -  EH1907
 EH1907  STATE/COUNTY-  AR/PRAIRIE
 EH1907  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1907
 EH1907                         *CURRENT SURVEY CONTROL
 EH1907  ___________________________________________________________________
 EH1907* NAD 83(1986)-  34 59 34.     (N)    091 43 40.     (W)     SCALED    
 EH1907* NAVD 88     -        74.144  (meters)     243.25   (feet)  ADJUSTED  
 EH1907  ___________________________________________________________________
 EH1907  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1907  DYNAMIC HT  -          74.076 (meters)     243.03  (feet)  COMP
 EH1907  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 EH1907
 EH1907  VERT ORDER  -  FIRST     CLASS II
 EH1907
 EH1907.The horizontal coordinates were scaled from a topographic map and have
 EH1907.an estimated accuracy of +/- 6 seconds.
 EH1907
 EH1907.The orthometric height was determined by differential leveling
 EH1907.and adjusted by the National Geodetic Survey in June 1991..
 EH1907
 EH1907.The geoid height was determined by GEOID03.
 EH1907
 EH1907.The dynamic height is computed by dividing the NAVD 88
 EH1907.geopotential number by the normal gravity value computed on the
 EH1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1907.degrees latitude (g = 980.6199 gals.).
 EH1907
 EH1907.The modeled gravity was interpolated from observed gravity values.
 EH1907
 EH1907;                    North         East    Units  Estimated Accuracy
 EH1907;SPC AR S     -   658,040.      424,850.      MT  (+/- 180 meters Scaled)
 EH1907
 EH1907                          SUPERSEDED SURVEY CONTROL
 EH1907
 EH1907  NGVD 29 (??/??/??)   74.147  (m)          243.26   (f) ADJUSTED    1 2
 EH1907
 EH1907.Superseded values are not recommended for survey control.
 EH1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1907.See file dsdata.txt to determine how the superseded data were derived.
 EH1907
 EH1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU161729(NAD 83)
 EH1907_MARKER: DR = REFERENCE MARK DISK
 EH1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1907_STAMPING: TURNER AZI 1934
 EH1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1907+STABILITY: SURFACE MOTION
 EH1907
 EH1907  HISTORY     - Date     Condition        Report By
 EH1907  HISTORY     - 1934     MONUMENTED       CGS
 EH1907  HISTORY     - 1967     GOOD             CGS
 EH1907  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1907
 EH1907                          STATION DESCRIPTION
 EH1907
 EH1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1907'0.6 MI E FROM HICKORY PLAINS.
 EH1907'IT IS 0.6 MILE EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF STATE
 EH1907'HIGHWAYS 13 AND 38 IN HICKORY PLAINS, 0.45 MILE EAST-NORTHEAST OF
 EH1907'TRIANGULATION STATION TURNER 1934 1967, 33 FEET SOUTH OF THE CENTER OF
 EH1907'THE HIGHWAY, 20 FEET EAST OF THE CENTER OF A FIELD ROAD, 9 FEET EAST
 EH1907'OF A TELEPHONE LINE POLE, 1 FOOT WEST OF A METAL WITNESS POST AND SET
 EH1907'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 EH1907
 EH1907                          STATION RECOVERY (2003)
 EH1907
 EH1907'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1902 ***********************************************************************
 EH1902  DESIGNATION -  TURNER RESET
 EH1902  PID         -  EH1902
 EH1902  STATE/COUNTY-  AR/PRAIRIE
 EH1902  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1902
 EH1902                         *CURRENT SURVEY CONTROL
 EH1902  ___________________________________________________________________
 EH1902* NAD 83(1997)-  34 59 27.17618(N)    091 44 03.23146(W)     ADJUSTED  
 EH1902* NAVD 88     -        77.42   (meters)     254.0    (feet)  RESET     
 EH1902  ___________________________________________________________________
 EH1902  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EH1902  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1902
 EH1902  HORZ ORDER  -  FIRST
 EH1902  VERT ORDER  -  THIRD
 EH1902
 EH1902.The horizontal coordinates were established by classical geodetic methods
 EH1902.and adjusted by the National Geodetic Survey in September 1999..
 EH1902
 EH1902.The orthometric height was computed from unverified reset data.
 EH1902.No vertical observational check was made to the station.
 EH1902
 EH1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1902
 EH1902.The geoid height was determined by GEOID03.
 EH1902
 EH1902;                    North         East     Units Scale Factor Converg.
 EH1902;SPC AR S     -   657,830.182   424,265.633   MT  1.00005771   +0 08 55.5
 EH1902;SPC AR S     - 2,158,231.19  1,391,944.83   sFT  1.00005771   +0 08 55.5
 EH1902;UTM  15      - 3,872,763.743   615,519.574   MT  0.99976447   +0 43 33.4
 EH1902
 EH1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1902!SPC AR S     -   0.99999211  x   1.00005771  =   1.00004982
 EH1902!UTM  15      -   0.99999211  x   0.99976447  =   0.99975658
 EH1902
 EH1902|---------------------------------------------------------------------|
 EH1902| PID    Reference Object                     Distance      Geod. Az  |
 EH1902|                                                           dddmmss.s |
 EH1902| EH1904 TURNER RM 1                          39.819 METERS 05800     |
 EH1902| EH1907 TURNER AZ MK                                       0693536.9 |
 EH1902| EH1905 TURNER RM 3                          20.463 METERS 07825     |
 EH1902| EH3052 DALLAS LOUISVILLE AWY BCN 35        APPROX.20.6 KM 1314836.6 |
 EH1902| EH1903 TURNER RM 2                          35.214 METERS 14247     |
 EH1902| EH3077 DALLAS LOUISVILLE AWY BCN 33        APPROX.20.8 KM 1871111.0 |
 EH1902| FF1861 BEEBE MUNICIPAL TANK                APPROX.15.7 KM 3031604.2 |
 EH1902| EH1906 J 13 76                               3.100 METERS 33539     |
 EH1902|---------------------------------------------------------------------|
 EH1902
 EH1902                          SUPERSEDED SURVEY CONTROL
 EH1902
 EH1902  NAD 83(1986)-  34 59 27.18105(N)    091 44 03.22837(W) AD(       ) 1
 EH1902  NAD 27      -  34 59 26.86294(N)    091 44 02.73678(W) AD(       ) 1
 EH1902  NGVD 29 (??/??/??)   77.42   (m)          254.0    (f) RESET       3  
 EH1902
 EH1902.Superseded values are not recommended for survey control.
 EH1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1902.See file dsdata.txt to determine how the superseded data were derived.
 EH1902
 EH1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1552072764(NAD 83)
 EH1902_MARKER: DS = TRIANGULATION STATION DISK
 EH1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1902_STAMPING: TURNER 1934 1967
 EH1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1902+STABILITY: SURFACE MOTION
 EH1902
 EH1902  HISTORY     - Date     Condition        Report By
 EH1902  HISTORY     - 1967     MONUMENTED       CGS
 EH1902  HISTORY     - 1967     GOOD             CGS
 EH1902
 EH1902                          STATION DESCRIPTION
 EH1902
 EH1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH1902'THE STATION UNDERGROUND MARK, REFERENCE MARK 2 AND THE AZIMUTH
 EH1902'MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION
 EH1902'MARK AND REFERENCE MARK 1 HAVE BEEN DESTROYED.  THE UNDERGROUND
 EH1902'POINT WAS HELD, A NEW SURFACE MARK AND REFERENCE MARK 3 WAS
 EH1902'ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH1902'
 EH1902'THE STATION IS LOCATED 0.15 MILE EAST OF THE JUNCTION OF
 EH1902'STATE HIGHWAYS 13 AND 38 IN HICKORY PLAINS AND ON THE SOUTH
 EH1902'SIDE OF STATE HIGHWAY 38.
 EH1902'
 EH1902'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN
 EH1902'HICKORY PLAINS, GO EAST ON STATE HIGHWAY 38 FOR 0.15 MILE TO
 EH1902'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 EH1902'THE STATION, GO EAST ON STATE HIGHWAY 38 FOR 0.45 MILE TO THE
 EH1902'AZIMUTH MARK ON THE RIGHT.
 EH1902'
 EH1902'THE STATION MARKS ARE STANDARD DISK, STAMPED TURNER 1934
 EH1902'1967, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 EH1902'2 INCHES.  IT IS 72 FEET EAST OF A 36 INCH OAK TREE, 66 FEET
 EH1902'WEST-NORTHWEST OF A TELEPHONE LINE POLE, 42 FEET SOUTH OF
 EH1902'THE CENTER OF STATE HIGHWAY 38 AND 1.5 FEET SOUTH OF A METAL
 EH1902'WITNESS POST.
 EH1902'
 EH1902'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TURNER NO 2 1934,
 EH1902'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 EH1902'IT IS 156 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 102 FEET
 EH1902'SOUTH-SOUTHWEST OF THE TELEPHONE LINE POLE, 7 FEET NORTH OF A
 EH1902'26 INCH OAK TREE AND 1.4 FEET EAST OF A METAL WITNESS POST.
 EH1902'
 EH1902'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED TURNER NO 3 1934
 EH1902'1967, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 EH1902'THE GROUND.  IT IS 64 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 EH1902'2 FEET NORTHEAST OF THE TELEPHONE LINE POLE AND 1.5 FEET
 EH1902'SOUTHWEST OF A METAL WITNESS POST.
 EH1902'
 EH1902'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 EH1902'TURNER AZI 1934, SET IN THE TOP OF A ROUND CONCRETE POST
 EH1902'PROJECTING 4 INCHES.  IT IS 33 FEET SOUTH OF THE CENTER OF
 EH1902'THE HIGHWAY, 20 FEET EAST OF THE CENTER OF A FIELD ROAD, 9
 EH1902'FEET EAST OF A TELEPHONE LINE POLE, AND 1 FOOT WEST OF A
 EH1902'METAL WITNESS POST.
 EH1902'
 EH1902'R.M. 2 TO TURNER 1934 1967 = PLUS 0.7125 FEET.  TURNER 1934
 EH1902'1967 TO R.M. 3 = PLUS 0.0285 FEET.
 EH1902'
 EH1902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.15 MILE
 EH1902'EAST OF HICKORY PLAINS.
 EH1902
 EH1902                          STATION RECOVERY (1967)
 EH1902
 EH1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH1902'0.15 MI E FROM HICKORY PLAINS.
 EH1902'0.15 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY
 EH1902'PLAINS, 72 FEET EAST OF A 36 INCH OAK TREE, 66 FEET WEST-NORTHWEST OF
 EH1902'A TELEPHONE LINE POLE, 42 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 EH1902'38, 1.5 FEET SOUTH OF A METAL WITNESS POST, 115.5 FEET NORTH-NORTHWEST
 EH1902'OF REFERENCE MARK 2, 67.1 FEET WEST OF REFERENCE MARK 3 AND SET IN THE
 EH1902'TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1903 ***********************************************************************
 EH1903  DESIGNATION -  TURNER RM 2
 EH1903  PID         -  EH1903
 EH1903  STATE/COUNTY-  AR/PRAIRIE
 EH1903  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1903
 EH1903                         *CURRENT SURVEY CONTROL
 EH1903  ___________________________________________________________________
 EH1903* NAD 83(1986)-  34 59 25.     (N)    091 44 01.     (W)     SCALED    
 EH1903* NAVD 88     -        77.204  (meters)     253.29   (feet)  ADJUSTED  
 EH1903  ___________________________________________________________________
 EH1903  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1903  DYNAMIC HT  -          77.133 (meters)     253.06  (feet)  COMP
 EH1903  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 EH1903
 EH1903  VERT ORDER  -  FIRST     CLASS II
 EH1903
 EH1903.The horizontal coordinates were scaled from a topographic map and have
 EH1903.an estimated accuracy of +/- 6 seconds.
 EH1903
 EH1903.The orthometric height was determined by differential leveling
 EH1903.and adjusted by the National Geodetic Survey in June 1991..
 EH1903
 EH1903.The geoid height was determined by GEOID03.
 EH1903
 EH1903.The dynamic height is computed by dividing the NAVD 88
 EH1903.geopotential number by the normal gravity value computed on the
 EH1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1903.degrees latitude (g = 980.6199 gals.).
 EH1903
 EH1903.The modeled gravity was interpolated from observed gravity values.
 EH1903
 EH1903;                    North         East    Units  Estimated Accuracy
 EH1903;SPC AR S     -   657,760.      424,320.      MT  (+/- 180 meters Scaled)
 EH1903
 EH1903                          SUPERSEDED SURVEY CONTROL
 EH1903
 EH1903  NGVD 29 (??/??/??)   77.207  (m)          253.30   (f) ADJUSTED    1 2
 EH1903
 EH1903.Superseded values are not recommended for survey control.
 EH1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1903.See file dsdata.txt to determine how the superseded data were derived.
 EH1903
 EH1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU155726(NAD 83)
 EH1903_MARKER: DR = REFERENCE MARK DISK
 EH1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1903_STAMPING: TURNER NO 2 1934
 EH1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1903+STABILITY: SURFACE MOTION
 EH1903
 EH1903  HISTORY     - Date     Condition        Report By
 EH1903  HISTORY     - 1934     MONUMENTED       CGS
 EH1903  HISTORY     - 1967     GOOD             CGS
 EH1903  HISTORY     - 20030611 POOR             USACE
 EH1903
 EH1903                          STATION DESCRIPTION
 EH1903
 EH1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1903'0.15 MI E FROM HICKORY PLAINS.
 EH1903'IT IS 0.15 MILE EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF STATE
 EH1903'HIGHWAYS 13 AND 38 IN HICKORY PLAINS, 115.5 FEET SOUTH-SOUTHEAST OF
 EH1903'TRIANGULATION STATION TURNER 1934 1967, 156 FEET SOUTH OF THE CENTER
 EH1903'OF THE HIGHWAY, 102 FEET SOUTH-SOUTWEST OF A TELEPHONE LINE POLE, 7
 EH1903'FEET NORTH OF A 26 INCH OAK TREE, 1.4 FEET EAST OF A METAL WITNESS
 EH1903'POST AND SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 EH1903'GROUND.
 EH1903
 EH1903                          STATION RECOVERY (2003)
 EH1903
 EH1903'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1903'MARK FOUND LAYING OVER IN PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1905 ***********************************************************************
 EH1905  DESIGNATION -  TURNER RM 3
 EH1905  PID         -  EH1905
 EH1905  STATE/COUNTY-  AR/PRAIRIE
 EH1905  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1905
 EH1905                         *CURRENT SURVEY CONTROL
 EH1905  ___________________________________________________________________
 EH1905* NAD 83(1986)-  34 59 27.     (N)    091 44 01.     (W)     SCALED    
 EH1905* NAVD 88     -        77.43   (meters)     254.0    (feet)  RESET     
 EH1905  ___________________________________________________________________
 EH1905  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1905
 EH1905  VERT ORDER  -  THIRD
 EH1905
 EH1905.The horizontal coordinates were scaled from a topographic map and have
 EH1905.an estimated accuracy of +/- 6 seconds.
 EH1905
 EH1905.The orthometric height was computed from unverified reset data.
 EH1905.No vertical observational check was made to the station.
 EH1905
 EH1905.The geoid height was determined by GEOID03.
 EH1905
 EH1905;                    North         East    Units  Estimated Accuracy
 EH1905;SPC AR S     -   657,830.      424,320.      MT  (+/- 180 meters Scaled)
 EH1905
 EH1905                          SUPERSEDED SURVEY CONTROL
 EH1905
 EH1905  NGVD 29 (??/??/??)   77.433  (m)          254.04   (f) ADJUSTED    ?  
 EH1905
 EH1905.Superseded values are not recommended for survey control.
 EH1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1905.See file dsdata.txt to determine how the superseded data were derived.
 EH1905
 EH1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU155727(NAD 83)
 EH1905_MARKER: DR = REFERENCE MARK DISK
 EH1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1905_STAMPING: TURNER NO 3 1934 1967
 EH1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1905+STABILITY: SURFACE MOTION
 EH1905
 EH1905  HISTORY     - Date     Condition        Report By
 EH1905  HISTORY     - 1967     MONUMENTED       CGS
 EH1905
 EH1905                          STATION DESCRIPTION
 EH1905
 EH1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1905'0.15 MI E FROM HICKORY PLAINS.
 EH1905'0.15 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY
 EH1905'PLAINS, 64 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 38, 2 FEET
 EH1905'NORTHEAST OF A TELEPHONE LINE POLE, 1.5 FEET SOUTHWEST OF A METAL
 EH1905'WITNESS POST, 67.1 FEET EAST OF TRIANGULATION STATION TURNER AND SET
 EH1905'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1806 ***********************************************************************
 FG1806  DESIGNATION -  TURNPIKE LOT
 FG1806  PID         -  FG1806
 FG1806  STATE/COUNTY-  AR/POPE
 FG1806  USGS QUAD   -  SAND GAP (1980)
 FG1806
 FG1806                         *CURRENT SURVEY CONTROL
 FG1806  ___________________________________________________________________
 FG1806* NAD 83(1997)-  35 39 46.39969(N)    093 04 34.53276(W)     ADJUSTED  
 FG1806* NAVD 88     -                                                        
 FG1806  ___________________________________________________________________
 FG1806  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 FG1806  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG1806
 FG1806  HORZ ORDER  -  THIRD
 FG1806
 FG1806.The horizontal coordinates were established by classical geodetic methods
 FG1806.and adjusted by the National Geodetic Survey in September 1999..
 FG1806
 FG1806
 FG1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1806
 FG1806.The geoid height was determined by GEOID03.
 FG1806
 FG1806;                    North         East     Units Scale Factor Converg.
 FG1806;SPC AR N     -   148,035.667   302,557.290   MT  0.99993687   -0 37 34.6
 FG1806;SPC AR N     -   485,680.35    992,640.04   sFT  0.99993687   -0 37 34.6
 FG1806;UTM  15      - 3,946,561.623   493,097.816   MT  0.99960059   -0 02 40.1
 FG1806
 FG1806                          SUPERSEDED SURVEY CONTROL
 FG1806
 FG1806  NAD 83(1986)-  35 39 46.41166(N)    093 04 34.53517(W) AD(       ) 4
 FG1806  NAD 27      -  35 39 46.12104(N)    093 04 33.92453(W) AD(       ) 3
 FG1806
 FG1806.Superseded values are not recommended for survey control.
 FG1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1806.See file dsdata.txt to determine how the superseded data were derived.
 FG1806
 FG1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9309846562(NAD 83)
 FG1806_MARKER: 57 = LOOKOUT TOWER
 FG1806
 FG1806  HISTORY     - Date     Condition        Report By
 FG1806  HISTORY     - 1954     FIRST OBSERVED   CGS
 FG1806  HISTORY     - 1971     GOOD             NGS
 FG1806
 FG1806                          STATION DESCRIPTION
 FG1806
 FG1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1806'THE STATION IS ABOUT 20 MILES NORTH OF DOVER, 7 MILES SOUTH
 FG1806'OF LURTON AND 0.1 MILE EAST OF STATE HIGHWAY 7.
 FG1806'
 FG1806'THE LOOKOUT TOWER IS A 4-LEGGED STRUCTURE ABOUT 85 FEET HIGH
 FG1806'SUPPORTING A 6 FOOT BY 6 FOOT HOUSE.
 FG1806'
 FG1806'THE POINT INTERSECTED WAS THE APEX OF THE TOWER.
 FG1806'
 FG1806'A TRAVERSE CONNECTION WAS MADE TO THE TOWER FROM TRIANGULATION
 FG1806'STATION FREEMAN R.M. 3 AND THE DISTANCE IS 53.01 FEET, 16.157
 FG1806'METERS.  THE POINT TRAVERSED TO WAS AN INTERSECTION OF THE
 FG1806'BASE OF THE TOWER.
 FG1806
 FG1806                          STATION RECOVERY (1971)
 FG1806
 FG1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1806'THE STATION, THE TURNPIKE LOOKOUT TOWER 1954, WAS RECOVERED IN GOOD
 FG1806'CONDITION.  THE DISTANCE WAS MEASURED FROM FREEMAN RM 3 1954 AND WAS
 FG1806'FOUND TO BE 16.095 METERS OR 52.81 FEET.  THIS MEASUREMENT DIFFERED
 FG1806'FROM THE 1954 DATA BY 0.062 METERS AND THE DIRECTION FROM FREEMAN
 FG1806'RM 3 1954 DIFFERED BY 22 MINUTES, 35 SECONDS.  DUE TO THE ABOVE AND
 FG1806'CHANGES IN LOCAL OBJECTS A NEW DESCRIPTIONS FOLLOWS.
 FG1806'
 FG1806'THE STATION IS ABOUT 18-1/2 MILES NORTH AND 2-1/4 MILES EAST OF
 FG1806'DOVER, 7-1/4 MILES SOUTH OF THE VILLAGE OF LURTON AND 0.1 MILE NORTH
 FG1806'OF STATE HIGHWAY 7, IN THE NORTHWEST 1/4 OF SEC. 25, T 12 N. R 20 W
 FG1806'ON THE SUMMIT OF A TREE COVERED HILL IN THE OZARK NATIONAL FOREST.
 FG1806'
 FG1806'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 27 IN
 FG1806'DOVER, GO NORTHERLY ON HIGHWAY 7 FOR 18.5 MILES TO THE BOOGER HOLLOW
 FG1806'TRADING POST ON THE RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 7 FOR 3.9
 FG1806'MILES TO A GRAVELED SIDE ROAD ON THE RIGHT AT A SIGN TURNPIKE
 FG1806'LOOKOUT TOWER.  TURN RIGHT AND GO EAST THEN NORTH ON GRAVELED ROAD
 FG1806'FOR 0.2 MILE TO THE TOP OF HILL AND THE STATION.
 FG1806'
 FG1806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/4 MILES SOUTH
 FG1806'OF LURTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1960 ***********************************************************************
 FF1960  DESIGNATION -  TURRELL ATT MICROWAVE
 FF1960  PID         -  FF1960
 FF1960  STATE/COUNTY-  AR/CRITTENDEN
 FF1960  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1960
 FF1960                         *CURRENT SURVEY CONTROL
 FF1960  ___________________________________________________________________
 FF1960* NAD 83(1997)-  35 25 26.26192(N)    090 14 03.12969(W)     ADJUSTED  
 FF1960* NAVD 88     -                                                        
 FF1960  ___________________________________________________________________
 FF1960  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FF1960  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF1960
 FF1960  HORZ ORDER  -  THIRD
 FF1960
 FF1960.The horizontal coordinates were established by classical geodetic methods
 FF1960.and adjusted by the National Geodetic Survey in September 1999..
 FF1960
 FF1960
 FF1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1960
 FF1960.The geoid height was determined by GEOID03.
 FF1960
 FF1960;                    North         East     Units Scale Factor Converg.
 FF1960;SPC AR N     -   122,433.472   560,342.314   MT  0.99993983   +1 01 39.1
 FF1960;SPC AR N     -   401,683.82  1,838,389.74   sFT  0.99993983   +1 01 39.1
 FF1960;SPC TN       -   129,321.447   215,601.660   MT  0.99997386   -2 28 43.9
 FF1960;SPC TN       -   424,282.11    707,353.11   sFT  0.99997386   -2 28 43.9
 FF1960;UTM  15      - 3,923,574.998   751,107.165   MT  1.00037712   +1 36 14.2
 FF1960
 FF1960                          SUPERSEDED SURVEY CONTROL
 FF1960
 FF1960  NAD 83(1997)-  35 25 26.26229(N)    090 14 03.12951(W) AD(       ) 4
 FF1960  NAD 83(1986)-  35 25 26.27364(N)    090 14 03.12972(W) AD(       ) 4
 FF1960  NAD 27      -  35 25 25.97065(N)    090 14 02.78762(W) AD(       ) 3
 FF1960
 FF1960.Superseded values are not recommended for survey control.
 FF1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1960.See file dsdata.txt to determine how the superseded data were derived.
 FF1960
 FF1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5110723575(NAD 83)
 FF1960_MARKER: 45 = MICROWAVE TOWER
 FF1960
 FF1960  HISTORY     - Date     Condition        Report By
 FF1960  HISTORY     - 1979     FIRST OBSERVED   NGS
 FF1960
 FF1960                          STATION DESCRIPTION
 FF1960
 FF1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1960'THE STATION, TURRELL AMERICAN TELEPHONE AND TELEGRAPH
 FF1960'MICROWAVE, IS LIGHT TOP, NOT CENTER.  IT IS A 4 LEGGED,
 FF1960'SKELETON STEEL TOWER, PAINTED RED AND WHITE, AND IS
 FF1960'73 METERS IN HEIGHT.
 FF1960'
 FF1960'THE STATION IS LOCATED ABOUT 5.0 KM WEST OF TURRELL IN THE
 FF1960'NORTHWEST ANGLE OF THE INTERSECTION OF INTERSTATE HIGHWAY 55
 FF1960'AND STATE HIGHWAY 42 AND IS OWNED BY AMERICAN TELEPHONE AND
 FF1960'TELEGRAPH COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2056 ***********************************************************************
 FF2056  DESIGNATION -  TURRELL MUNICIPAL TANK
 FF2056  PID         -  FF2056
 FF2056  STATE/COUNTY-  AR/CRITTENDEN
 FF2056  USGS QUAD   -  HEAFER (1974)
 FF2056
 FF2056                         *CURRENT SURVEY CONTROL
 FF2056  ___________________________________________________________________
 FF2056* NAD 83(1997)-  35 22 24.97129(N)    090 15 15.50067(W)     ADJUSTED  
 FF2056* NAVD 88     -                                                        
 FF2056  ___________________________________________________________________
 FF2056  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FF2056  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF2056
 FF2056  HORZ ORDER  -  THIRD
 FF2056
 FF2056.The horizontal coordinates were established by classical geodetic methods
 FF2056.and adjusted by the National Geodetic Survey in September 1999..
 FF2056
 FF2056
 FF2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2056
 FF2056.The geoid height was determined by GEOID03.
 FF2056
 FF2056;                    North         East     Units Scale Factor Converg.
 FF2056;SPC AR N     -   116,814.957   558,616.105   MT  0.99994266   +1 00 56.9
 FF2056;SPC AR N     -   383,250.40  1,832,726.34   sFT  0.99994266   +1 00 56.9
 FF2056;SPC TN       -   123,818.829   213,534.978   MT  0.99998049   -2 29 26.3
 FF2056;SPC TN       -   406,228.94    700,572.67   sFT  0.99998049   -2 29 26.3
 FF2056;UTM  15      - 3,917,937.002   749,436.754   MT  1.00036683   +1 35 25.1
 FF2056
 FF2056                          SUPERSEDED SURVEY CONTROL
 FF2056
 FF2056  NAD 83(1997)-  35 22 24.97223(N)    090 15 15.50032(W) AD(       ) 4
 FF2056  NAD 83(1986)-  35 22 24.98285(N)    090 15 15.50087(W) AD(       ) 4
 FF2056  NAD 27      -  35 22 24.67600(N)    090 15 15.15400(W) AD(       ) 3
 FF2056
 FF2056.Superseded values are not recommended for survey control.
 FF2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2056.See file dsdata.txt to determine how the superseded data were derived.
 FF2056
 FF2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4943717937(NAD 83)
 FF2056_MARKER: 53 = ELEVATED TANK
 FF2056
 FF2056  HISTORY     - Date     Condition        Report By
 FF2056  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF2056  HISTORY     - 1979     GOOD             NGS
 FF2056
 FF2056                          STATION DESCRIPTION
 FF2056
 FF2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF2056'THE STATION IS LOCATED IN THE CENTER OF TURRELL.  IT IS AN
 FF2056'ELEVATED ALUMINUM TANK, SUPPORTED ON FOUR LEGS, AND APPROXIMATELY
 FF2056'150 FEET HIGH.  THIS TANK HAS A CAPACITY OF 55,000 GALLONS
 FF2056'AND WAS BUILT IN 1937.  THE POINT OBSERVED ON WAS THE APEX
 FF2056'OF THE TANK.
 FF2056
 FF2056                          STATION RECOVERY (1979)
 FF2056
 FF2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2056'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FF2056'THE STATION, TURRELL MUNICIPAL TANK, IS BALL TOP CENTER.  IT
 FF2056'IS A CYLINDRICAL BODY, CONICAL SHAPED TOP, HEMISPHERICAL BOTTOM.
 FF2056'IT HAS 4 TRUSS-WORK LEGS, SILVER IN COLOR AND 37 METERS IN
 FF2056'HEIGHT.  TURRELL IS PAINTED ON THE NORTH AND SOUTH SIDE AND
 FF2056'IS OWNED BY THE CITY OF TURRELL.
 FF2056'
 FF2056'THE STATION IS LOCATED
 FF2056'IN THE CENTER OF TURRELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2053 ***********************************************************************
 FF2053  DESIGNATION -  TURRELL ST L SF RWY MICROWAVE
 FF2053  PID         -  FF2053
 FF2053  STATE/COUNTY-  AR/CRITTENDEN
 FF2053  USGS QUAD   -  TYRONZA (1974)
 FF2053
 FF2053                         *CURRENT SURVEY CONTROL
 FF2053  ___________________________________________________________________
 FF2053* NAD 83(1997)-  35 22 33.47895(N)    090 15 20.54149(W)     ADJUSTED  
 FF2053* NAVD 88     -                                                        
 FF2053  ___________________________________________________________________
 FF2053  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 FF2053  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF2053
 FF2053  HORZ ORDER  -  THIRD
 FF2053
 FF2053.The horizontal coordinates were established by classical geodetic methods
 FF2053.and adjusted by the National Geodetic Survey in September 1999..
 FF2053
 FF2053
 FF2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2053
 FF2053.The geoid height was determined by GEOID03.
 FF2053
 FF2053;                    North         East     Units Scale Factor Converg.
 FF2053;SPC AR N     -   117,074.842   558,484.247   MT  0.99994251   +1 00 54.0
 FF2053;SPC AR N     -   384,103.04  1,832,293.73   sFT  0.99994251   +1 00 54.0
 FF2053;SPC TN       -   124,086.301   213,419.257   MT  0.99998016   -2 29 29.3
 FF2053;SPC TN       -   407,106.47    700,193.01   sFT  0.99998016   -2 29 29.3
 FF2053;UTM  15      - 3,918,195.661   749,302.240   MT  1.00036600   +1 35 22.6
 FF2053
 FF2053                          SUPERSEDED SURVEY CONTROL
 FF2053
 FF2053  NAD 83(1997)-  35 22 33.47938(N)    090 15 20.54137(W) AD(       ) 4
 FF2053  NAD 83(1986)-  35 22 33.49059(N)    090 15 20.54212(W) AD(       ) 4
 FF2053  NAD 27      -  35 22 33.18321(N)    090 15 20.19806(W) AD(       ) 3
 FF2053
 FF2053.Superseded values are not recommended for survey control.
 FF2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2053.See file dsdata.txt to determine how the superseded data were derived.
 FF2053
 FF2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4930218196(NAD 83)
 FF2053_MARKER: 44 = MICROWAVE MAST
 FF2053
 FF2053  HISTORY     - Date     Condition        Report By
 FF2053  HISTORY     - 1979     FIRST OBSERVED   NGS
 FF2053
 FF2053                          STATION DESCRIPTION
 FF2053
 FF2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2053'THE STATION, TURRELL ST LOUIS AND SAN FRANCISCO RAILWAY MICROWAVE,
 FF2053'IS LIGHT ATOP (NOT CENTER).  IT IS AN ALTERNATE RED AND WHITE
 FF2053'GUYED MAST WITH FOUR ROUND, DISHED SHAPED ANTENNAS ON TOP
 FF2053'IT IS 140 METERS IN HEIGHT AND OWNED BY THE ST LOUIS AND SAN
 FF2053'FRANCISCO RAILWAY.
 FF2053'
 FF2053'THE STATION IS LOCATED
 FF2053'IN THE NORTHWEST EDGE OF TURRELL, 121 METERS WEST OF
 FF2053'RAILROAD TRACKS AND 33 METERS EAST-NORTHEAST OF A PAVED STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0621 ***********************************************************************
 GG0621  DESIGNATION -  TUTTLE
 GG0621  PID         -  GG0621
 GG0621  STATE/COUNTY-  AR/WASHINGTON
 GG0621  USGS QUAD   -  ELKINS (1994)
 GG0621
 GG0621                         *CURRENT SURVEY CONTROL
 GG0621  ___________________________________________________________________
 GG0621* NAD 83(1997)-  36 01 35.50186(N)    094 00 03.66995(W)     ADJUSTED  
 GG0621* NAVD 88     -       385.8    (meters)    1266.     (feet)  VERTCON   
 GG0621  ___________________________________________________________________
 GG0621  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GG0621  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GG0621
 GG0621  HORZ ORDER  -  FIRST
 GG0621
 GG0621.The horizontal coordinates were established by classical geodetic methods
 GG0621.and adjusted by the National Geodetic Survey in September 1999..
 GG0621
 GG0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0621
 GG0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0621
 GG0621.The geoid height was determined by GEOID03.
 GG0621
 GG0621;                    North         East     Units Scale Factor Converg.
 GG0621;SPC AR N     -   189,681.580   219,659.762   MT  0.99996565   -1 09 51.8
 GG0621;SPC AR N     -   622,313.65    720,667.07   sFT  0.99996565   -1 09 51.8
 GG0621;UTM  15      - 3,987,354.253   409,809.298   MT  0.99970023   -0 35 19.7
 GG0621
 GG0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0621!SPC AR N     -   0.99994383  x   0.99996565  =   0.99990948
 GG0621!UTM  15      -   0.99994383  x   0.99970023  =   0.99964407
 GG0621
 GG0621|---------------------------------------------------------------------|
 GG0621| PID    Reference Object                     Distance      Geod. Az  |
 GG0621|                                                           dddmmss.s |
 GG0621| CI3464 TUTTLE RM 1                           5.615 METERS 09000     |
 GG0621| FG1935 DURHAM ATT MICROWAVE                APPROX.13.6 KM 1763204.8 |
 GG0621| GG0623 FAYETTEVILLE TV STA KGTO MAST       APPROX. 7.6 KM 2614708.0 |
 GG0621| CI3463 TUTTLE AZ MK                                       2690816.4 |
 GG0621| CI3465 TUTTLE RM 2                           4.013 METERS 27051     |
 GG0621|---------------------------------------------------------------------|
 GG0621
 GG0621                          SUPERSEDED SURVEY CONTROL
 GG0621
 GG0621  NAD 83(1997)-  36 01 35.51297(N)    094 00 03.66981(W) AD(       ) 1
 GG0621  NAD 83(1986)-  36 01 35.51186(N)    094 00 03.66932(W) AD(       ) 1
 GG0621  NAD 27      -  36 01 35.22680(N)    094 00 02.95300(W) AD(       ) 1
 GG0621  NGVD 29 (07/19/86)  385.7    (m)         1265.     (f) VERT ANG       
 GG0621
 GG0621.Superseded values are not recommended for survey control.
 GG0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0621.See file dsdata.txt to determine how the superseded data were derived.
 GG0621
 GG0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0980987354(NAD 83)
 GG0621_MARKER: DS = TRIANGULATION STATION DISK
 GG0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GG0621
 GG0621  HISTORY     - Date     Condition        Report By
 GG0621  HISTORY     - 1971     MONUMENTED       NGS
 GG0621  HISTORY     - 1987     GOOD             USPSQD
 GG0621  HISTORY     - 1989     GOOD             USPSQD
 GG0621
 GG0621                          STATION DESCRIPTION
 GG0621
 GG0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0621'THE STATION IS ABOUT 9 MILES EAST AND 1-1/2 MILES SOUTH OF
 GG0621'FAYETTEVILLE, 5-1/2 MILES NORTH AND 1-1/2 MILES WEST OF DURHAM,
 GG0621'1-1/2 MILES WEST AND 1/2 MILE SOUTH OF THE SMALL VILLAGE OF TUTTLE,
 GG0621'1 MILE NORTH AND 1 MILE EAST OF ELKINS, IN THE SOUTHEAST 1/4 OF
 GG0621'SECTION 25, T. 16 N., R. 29 W., ON THE NORTH SIDE OF STATE HIGHWAY
 GG0621'74 AND ON ROAD RIGHT-OF-WAY PROPERTY.
 GG0621'
 GG0621'TO REACH THE STATION FROM THE ELKINS PUBLIC SCHOOL ELKINS, GO
 GG0621'NORTHWEST ON STATE HIGHWAY 16 AND 74 FOR 1.85 MILES TO WHERE HIGHWAY
 GG0621'74 TURNS RIGHT AND HIGHWAY 16 CONTINUES STRAIGHT AHEAD.  TURN RIGHT
 GG0621'AND GO NORTHERLY ON HIGHWAY 74 FOR 0.95 MILE TO AN OLD BRICK
 GG0621'BUILDING ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GG0621'EASTERLY ON THE HIGHWAY FOR 0.4 MILE TO THE STATION ON THE LEFT.
 GG0621'
 GG0621'STATION MARKS ARE STANDARD DISKS, STAMPED TUTTLE 1971, THE SURFACE
 GG0621'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 GG0621'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 45.5 FEET NORTH OF
 GG0621'THE CENTERLINE OF STATE HIGHWAY 74, 6.0 FEET NORTHEAST OF POWER
 GG0621'LINE POLE NUMBER 25, 2.6 FEET SOUTH-SOUTHEAST OF A WITNESS POST
 GG0621'AND 2.4 FEET SOUTH OF A FENCE.  THE UNDERGROUND IS SET IN AN
 GG0621'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 GG0621'
 GG0621'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TUTTLE NO 1 1971, SET
 GG0621'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 GG0621'WITH THE GROUND SURFACE.  IT IS 45.0 FEET NORTH OF THE CENTERLINE
 GG0621'OF HIGHWAY 74, 18.0 FEET EAST OF POWER LINE POLE NUMBER 25, 2.8
 GG0621'FEET SOUTH OF THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE
 GG0621'STATION.
 GG0621'
 GG0621'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TUTTLE NO 2 1971, SET
 GG0621'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 GG0621'WITH THE GROUND SURFACE.  IT IS 45.0 FEET NORTH OF THE CENTERLINE
 GG0621'OF HIGHWAY 74, 14.0 FEET WEST OF POWER LINE POLE NUMBER 25, 2.4
 GG0621'FEET SOUTH OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GG0621'
 GG0621'AZIMUTH MARK IS A STANDARD DISK, STAMPED TUTTLE 1971, CEMENTED IN A
 GG0621'DRILL HOLE SOUTHEAST CORNER OF A CONCRETE ABUTMENT OF A CATTLE
 GG0621'GUARD.  IT IS 45.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 74,
 GG0621'5.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND 4.4 FEET SOUTH OF THE
 GG0621'EAST GATE POST.
 GG0621'
 GG0621'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GG0621
 GG0621                          STATION RECOVERY (1987)
 GG0621
 GG0621'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0621'RECOVERED IN GOOD CONDITION.
 GG0621
 GG0621                          STATION RECOVERY (1989)
 GG0621
 GG0621'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2820 ***********************************************************************
 EH2820  DESIGNATION -  TWIN
 EH2820  PID         -  EH2820
 EH2820  STATE/COUNTY-  AR/ST FRANCIS
 EH2820  USGS QUAD   -  MUD LAKE (1991)
 EH2820
 EH2820                         *CURRENT SURVEY CONTROL
 EH2820  ___________________________________________________________________
 EH2820* NAD 83(1997)-  34 57 57.26765(N)    090 34 59.43244(W)     ADJUSTED  
 EH2820* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2820  ___________________________________________________________________
 EH2820  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 EH2820  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH2820
 EH2820  HORZ ORDER  -  SECOND
 EH2820
 EH2820.The horizontal coordinates were established by classical geodetic methods
 EH2820.and adjusted by the National Geodetic Survey in September 1999..
 EH2820
 EH2820.The orthometric height was scaled from a topographic map.
 EH2820
 EH2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2820
 EH2820.The geoid height was determined by GEOID03.
 EH2820
 EH2820;                    North         East     Units Scale Factor Converg.
 EH2820;SPC AR N     -    71,110.146   529,387.648   MT  0.99999376   +0 49 28.0
 EH2820;SPC AR N     -   233,300.54  1,736,832.64   sFT  0.99999376   +0 49 28.0
 EH2820;SPC AR S     -   655,923.288   529,395.327   MT  1.00005052   +0 47 34.7
 EH2820;SPC AR S     - 2,151,974.99  1,736,857.84   sFT  1.00005052   +0 47 34.7
 EH2820;UTM  15      - 3,871,930.313   720,653.290   MT  1.00020010   +1 23 08.2
 EH2820
 EH2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2820!SPC AR N     -   0.99999451  x   0.99999376  =   0.99998827
 EH2820!SPC AR S     -   0.99999451  x   1.00005052  =   1.00004502
 EH2820!UTM  15      -   0.99999451  x   1.00020010  =   1.00019460
 EH2820
 EH2820|---------------------------------------------------------------------|
 EH2820| PID    Reference Object                     Distance      Geod. Az  |
 EH2820|                                                           dddmmss.s |
 EH2820| CY6651 TWIN RM 1                            33.363 METERS 07348     |
 EH2820| CY6654 TWIN RM 4                            11.375 METERS 07952     |
 EH2820| CY6650 TWIN AZ MK                                         2134201.6 |
 EH2820| CY6653 TWIN RM 3                            21.019 METERS 25952     |
 EH2820| CY6652 TWIN RM 2                            21.074 METERS 25958     |
 EH2820|---------------------------------------------------------------------|
 EH2820
 EH2820                          SUPERSEDED SURVEY CONTROL
 EH2820
 EH2820  NAD 83(1997)-  34 57 57.26985(N)    090 34 59.43127(W) AD(       ) 2
 EH2820  NAD 83(1997)-  34 57 57.27317(N)    090 34 59.43141(W) AD(       ) 2
 EH2820  NAD 83(1986)-  34 57 57.27662(N)    090 34 59.43109(W) AD(       ) 2
 EH2820  NAD 27      -  34 57 56.93680(N)    090 34 59.05440(W) AD(       ) 2
 EH2820
 EH2820.Superseded values are not recommended for survey control.
 EH2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2820.See file dsdata.txt to determine how the superseded data were derived.
 EH2820
 EH2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2065371930(NAD 83)
 EH2820_MARKER: DS = TRIANGULATION STATION DISK
 EH2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2820
 EH2820  HISTORY     - Date     Condition        Report By
 EH2820  HISTORY     - 1953     MONUMENTED       CGS
 EH2820  HISTORY     - 1965     GOOD             CGS
 EH2820  HISTORY     - 1989     POOR             USE
 EH2820
 EH2820                          STATION DESCRIPTION
 EH2820
 EH2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2820'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WIDENER, 5
 EH2820'MILES WEST OF HUGHES AND IN THE SMALL COMMUNITY OF TWIN BRIDGES.
 EH2820'IT IS IN THE FARM YARD OF LAND LEASED BY MR. WILLIAM BURKE OF
 EH2820'HUGHES, 50.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 EH2820'38.0 FEET NORTH OF THE NORTH EDGE OF A SMALL PUMP HOUSE AND 25.0
 EH2820'FEET SOUTH OF THE CENTER OF A FARM LANE.  IT IS SET FLUSH WITH
 EH2820'THE SURFACE OF THE GROUND AND IS STAMPED TWIN 1953.
 EH2820'
 EH2820'REFERENCE MARK NO. 1 IS 80.0 FEET WEST OF THE CENTER OF
 EH2820'STATE ROUTE NO. 38, 9.0 FEET SOUTH OF THE CENTER OF A FARM
 EH2820'LANE AND 1.0 FOOT NORTH OF A WOVEN WIRE FENCE.  IT PROJECTS
 EH2820'2 INCHES AND IS STAMPED TWIN NO 1 1953.
 EH2820'
 EH2820'REFERENCE MARK NO. 2 IS 7.0 FEET WEST OF THE NORTHWEST CORNER OF
 EH2820'A SMALL FENCED LOT AND JUST EAST OF A CULTIVATED FIELD.
 EH2820'IT PROJECTS 4 INCHES AND IS STAMPED TWIN NO 2 1953.
 EH2820'
 EH2820'THE AZIMUTH MARK IS 63.0 FEET NORTHEAST OF THE NORTHEAST
 EH2820'CORNER OF A HOUSE, 36.0 FEET WEST OF THE CENTER OF A GRAVELED
 EH2820'ROAD, 1.5 FEET NORTHEAST OF A WITNESS POST AND 1.0 FOOT
 EH2820'NORTHEAST OF A POWERLINE POLE.  IT PROJECTS 2 INCHES AND IS
 EH2820'STAMPED TWIN 1953.
 EH2820'
 EH2820'TO REACH THE STATION FROM THE POST OFFICE IN WIDENER JUST SOUTH
 EH2820'OF THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD TRACKS, GO
 EH2820'EASTERLY ON STATE ROUTE NO. 50 FOR 4.15 MILES TO THE JUNCTION
 EH2820'WITH STATE ROUTE NO. 38.  HERE TURN RIGHT AND GO SOUTHERLY
 EH2820'ON STATE ROUTE NO. 38 FOR 4.8 MILES TO THE SMALL COMMUNITY
 EH2820'OF TWIN BRIDGES AND THE STATION ABOUT 150 FEET WEST IN A FARM
 EH2820'YARD AS DESCRIBED.
 EH2820'
 EH2820'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON
 EH2820'STATE ROUTE NO. 38 FOR 0.2 MILE TO A T ROAD RIGHT, TURN RIGHT
 EH2820'AND GO SOUTHWESTERLY FOR 0.15 MILE TO A POINT JUST BEYOND WHERE
 EH2820'THE ROAD CURVES TO THE LEFT AND THE MARK ON THE RIGHT AS
 EH2820'DESCRIBED.
 EH2820'
 EH2820'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 EH2820
 EH2820                          STATION RECOVERY (1965)
 EH2820
 EH2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 EH2820'THE STATION WAS VISITED AND THE STATION MARK WAS FOUND IN FAIR
 EH2820'CONDITION WITH THE CONCRETE CHIPPED AND THE DISK SOMEWHAT
 EH2820'MUTILATED.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 EH2820'REFERENCE MARK NO. 1 AND 2 WERE FOUND WITH THE DISKS REMOVED.
 EH2820'REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.  A
 EH2820'NEW DESCRIPTION FOLLOWS-
 EH2820'
 EH2820'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WIDENER, 5
 EH2820'MILES WEST OF HUGHES AT THE SMALL COMMUNITY OF TWIN BRIDGES, ON
 EH2820'PROPERTY WONED BY MR. WILLIAM BURCH OF HUGHES.  IT IS ON THE
 EH2820'NORTH SIDE OF A MOUND OF DIRT ON WHICH SETS A SMALL HOUSE,
 EH2820'I T IS 26 FEET SOUTH OF THE CENTER OF A FARM ROAD, 41 FEET EAST
 EH2820'OF THE CENTER OF A FARM ROAD, 60 FEET NORTHWEST OF THE NORTHWEST
 EH2820'CORNER OF THE WHITE FRAME HOUSE, 41 FEET NORTH OF THE NORTH
 EH2820'SIDE OF A CONCRETE BLOCK HOUSE, AND 1 FOOT SOUTH OF A METAL
 EH2820'WITNESS POST.  IT IS A STANDARD DISK STAMPED TWIN 1953,
 EH2820'PROJECTING 2 INCHES.
 EH2820'
 EH2820'REFERENCE MARK NO. 3 IS 68.95 FEET SOUTHWEST OF THE STATION, 26
 EH2820'FEET SOUTH OF THE CENTER OF THE FARM ROAD, 27 FEET WEST OF
 EH2820'THE CENTER OF A FARM ROAD, 37 FEET NORTHWEST OF THE NORTHWEST
 EH2820'CORNER OF THE CONCRETE BLOCK HOUSE, AND 25 FEET NORTH OF A
 EH2820'LOCUST TREE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS
 EH2820'A STANDARD DISK, STAMPED TWIN NO. 4 1953, PROJECTING 2 INCHES.
 EH2820'
 EH2820'REFERENCE MARK NO. 4 IS 37.32 FEET NORTHEAST OF THE STATION
 EH2820'AND ON LINE WITH REFERENCE MARK NO. 3, 31 FEET SOUTH OF THE
 EH2820'CENTER OF THE FARM ROAD, 53 FEET NORTH OF THE NORTHWEST CORNER OF
 EH2820'THE WHITE FRAME HOUSE, 6 FEET WEST OF THE LOCUST TREE, AND 2
 EH2820'FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 EH2820'STAMPED TWIN NO 4 1953, PROJECTING 2 INCHES.
 EH2820'
 EH2820'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION, 47 PACES
 EH2820'SOUTHWEST OF A CROSS ROAD AND STATE HIGHWAY 38, 36 FEET NORTHEAST
 EH2820'OF A GRAVELED ROAD, 1 FOOT SOUTHWEST OF A POWER POLE WITH A
 EH2820'TRANSFORMER, 2 FEET SOUTH OF A WOODEN WITNESS POST PAINTED
 EH2820'YELLOW.  IT IS A STANDARD DISK, STAMPED TWIN 1953, PROJECTING 4
 EH2820'INCHES.
 EH2820'
 EH2820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND
 EH2820'U.S. HIGHWAY 79 AT HUGHES, GO WEST ON STATE HIGHWAY 38 FOR 6.25
 EH2820'MILES TO A CROSS ROAD JUST AFTER CROSSING THE BRIDGES OVER
 EH2820'BLACK FISH BAYOU, AND THE AZIMUTH MARK ON THE LEFT, TURN RIGHT
 EH2820'AND GO 0.15 MILE TO A T ROAD, TUEN LEFT AND GO 0,2 MILES TO
 EH2820'A FARM HOUSE JUST AFTER PASSING THE WHITE HOUSE ON THE MOUND,
 EH2820'TURN LEFT AND GO ABOUT 200 YARDS TO THE STATION ON THE LEFT.
 EH2820
 EH2820                          STATION RECOVERY (1989)
 EH2820
 EH2820'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 EH2820'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1856 ***********************************************************************
 EJ1856  DESIGNATION -  TWIN OAKS RAD STA KKE 96 NW TR
 EJ1856  PID         -  EJ1856
 EJ1856  STATE/COUNTY-  AR/HOT SPRING
 EJ1856  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1856
 EJ1856                         *CURRENT SURVEY CONTROL
 EJ1856  ___________________________________________________________________
 EJ1856* NAD 83(1997)-  34 16 11.10694(N)    092 48 57.96504(W)     ADJUSTED  
 EJ1856* NAVD 88     -                                                        
 EJ1856  ___________________________________________________________________
 EJ1856  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 EJ1856  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ1856
 EJ1856  HORZ ORDER  -  THIRD
 EJ1856
 EJ1856.The horizontal coordinates were established by classical geodetic methods
 EJ1856.and adjusted by the National Geodetic Survey in September 1999..
 EJ1856
 EJ1856
 EJ1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1856
 EJ1856.The geoid height was determined by GEOID03.
 EJ1856
 EJ1856;                    North         East     Units Scale Factor Converg.
 EJ1856;SPC AR S     -   578,102.161   324,850.098   MT  0.99992687   -0 27 24.4
 EJ1856;SPC AR S     - 1,896,656.84  1,065,779.03   sFT  0.99992687   -0 27 24.4
 EJ1856;UTM  15      - 3,792,081.492   516,928.778   MT  0.99960353   +0 06 12.8
 EJ1856
 EJ1856                          SUPERSEDED SURVEY CONTROL
 EJ1856
 EJ1856  NAD 83(1986)-  34 16 11.11741(N)    092 48 57.95615(W) AD(       ) 4
 EJ1856  NAD 27      -  34 16 10.77963(N)    092 48 57.35115(W) AD(       ) 3
 EJ1856
 EJ1856.Superseded values are not recommended for survey control.
 EJ1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1856.See file dsdata.txt to determine how the superseded data were derived.
 EJ1856
 EJ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1692992081(NAD 83)
 EJ1856_MARKER: 43 = RADIO/TV TOWER
 EJ1856
 EJ1856  HISTORY     - Date     Condition        Report By
 EJ1856  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1856  HISTORY     - 19980425 GOOD             USPSQD
 EJ1856
 EJ1856                          STATION DESCRIPTION
 EJ1856
 EJ1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1856'STATION IS THE RED LIGHT AT THE TOP OF THE NORTHWEST 1 OF 2 MASTS
 EJ1856'JOINED AT THE TOP BY A REFLECTOR.  THE MASTS ARE 3 LEGGED STEEL
 EJ1856'STRUCTURES PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED
 EJ1856'AND WHITE, GUYED AND HAVE AN OVER-HEIGHT OF 250 FEET.
 EJ1856'
 EJ1856'LOCATED ABOUT 5 MILES SOUTH OF MALVERN AND IS OWNED AND OPERATED
 EJ1856'BY THE NATURAL GAS PIPELINE COMPANY OF AMERICA.
 EJ1856'
 EJ1856'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 270 IN MALVERN,
 EJ1856'GO SOUTHERLY ON HIGHWAY 67 FOR 1.1 MILES TO A ROAD FORK.  KEEP THE
 EJ1856'LEFT FORK AND CONTINUE SOUTH FOR 0.15 MILE TO A ROAD FORK.
 EJ1856'KEEP THE LEFT FORK AND CONTINUE SOUTH FOR 5.8 MILES TO THE MAST
 EJ1856'ON THE LEFT.
 EJ1856
 EJ1856                          STATION RECOVERY (1998)
 EJ1856
 EJ1856'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2062 ***********************************************************************
 FF2062  DESIGNATION -  TWIST
 FF2062  PID         -  FF2062
 FF2062  STATE/COUNTY-  AR/CROSS
 FF2062  USGS QUAD   -  MONTEREY (1992)
 FF2062
 FF2062                         *CURRENT SURVEY CONTROL
 FF2062  ___________________________________________________________________
 FF2062* NAD 83(1997)-  35 24 36.93969(N)    090 33 13.84564(W)     ADJUSTED  
 FF2062* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 FF2062  ___________________________________________________________________
 FF2062  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FF2062  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF2062
 FF2062  HORZ ORDER  -  FIRST
 FF2062
 FF2062.The horizontal coordinates were established by classical geodetic methods
 FF2062.and adjusted by the National Geodetic Survey in September 1999..
 FF2062
 FF2062.The orthometric height was scaled from a topographic map.
 FF2062
 FF2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2062
 FF2062.The geoid height was determined by GEOID03.
 FF2062
 FF2062;                    North         East     Units Scale Factor Converg.
 FF2062;SPC AR N     -   120,440.253   531,341.908   MT  0.99994052   +0 50 29.5
 FF2062;SPC AR N     -   395,144.40  1,743,244.24   sFT  0.99994052   +0 50 29.5
 FF2062;UTM  15      - 3,921,289.326   722,118.116   MT  1.00020804   +1 25 04.6
 FF2062
 FF2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2062!SPC AR N     -   0.99999412  x   0.99994052  =   0.99993464
 FF2062!UTM  15      -   0.99999412  x   1.00020804  =   1.00020216
 FF2062
 FF2062|---------------------------------------------------------------------|
 FF2062| PID    Reference Object                     Distance      Geod. Az  |
 FF2062|                                                           dddmmss.s |
 FF2062| FF2262 TWIST RM 1                           19.980 METERS 09410     |
 FF2062| FF2064 TWIST                                 5.014 METERS 20045     |
 FF2062| FF2265 TWIST AZ MK                                        2005228.8 |
 FF2062|---------------------------------------------------------------------|
 FF2062
 FF2062                          SUPERSEDED SURVEY CONTROL
 FF2062
 FF2062  NAD 83(1997)-  35 24 36.94256(N)    090 33 13.84423(W) AD(       ) 1
 FF2062  NAD 83(1986)-  35 24 36.95158(N)    090 33 13.84502(W) AD(       ) 1
 FF2062  NAD 27      -  35 24 36.64720(N)    090 33 13.46080(W) AD(       ) 1
 FF2062
 FF2062.Superseded values are not recommended for survey control.
 FF2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2062.See file dsdata.txt to determine how the superseded data were derived.
 FF2062
 FF2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2211821289(NAD 83)
 FF2062_MARKER: DS = TRIANGULATION STATION DISK
 FF2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2062
 FF2062  HISTORY     - Date     Condition        Report By
 FF2062  HISTORY     - 1954     MONUMENTED       CGS
 FF2062  HISTORY     - 1954     GOOD             CGS
 FF2062
 FF2062                          STATION DESCRIPTION
 FF2062
 FF2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2062'THE STATION IS LOCATED ABOUT 12 MILES EAST OF CHERRY VALLEY,
 FF2062'ABOUT 10 MILES NORTH OF PARKIN, 57 FEET SOUTHEAST OF A HIGH
 FF2062'LINE POLE, 43-1/2 FEET WEST OF THE CENTER OF STATE HIGHWAY
 FF2062'75 AND 16 FEET WEST OF A WITNESS POST.  IT IS ABOUT 16 INCHES
 FF2062'BELOW THE SURFACE OF THE GROUND AND IS STAMPED TWIST 1954.
 FF2062'
 FF2062'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF STATE
 FF2062'HIGHWAY 75 AND 12 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 FF2062'IT PROJECTS 4 INCHES AND IS STAMPED TWIST NO 1 1954.
 FF2062'
 FF2062'A STANDARD U.S. ENGINEER DEPARTMENT DISK SET IN THE TOP
 FF2062'OF A ROUND CONCRETE POST THAT IS ABOUT 6 INCHES IN DIAMETER
 FF2062'WAS USED FOR REFERENCE MARK NUMBER 2.  IT IS 47 FEET WEST
 FF2062'OF THE CENTER OF STATE HIGHWAY 75 AND 26-1/2 FEET SOUTHWEST
 FF2062'OF THE WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED
 FF2062'TWIST.
 FF2062'
 FF2062'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 71.95 FEET.
 FF2062'
 FF2062'THE AZIMUTH MARK IS 44 FEET EAST OF THE NORTHEAST CORNER
 FF2062'OF A HOUSE, 25 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 FF2062'75 AND 1-1/2 FEET NORTHEAST OF A WITNESS POST.  IT PROJECTS
 FF2062'4 INCHES AND IS STAMPED TWIST 1954.
 FF2062'
 FF2062'TO REACH THE STATION FROM THE POST OFFICE IN PARKIN GO WEST
 FF2062'AND NORTH ON THE MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY
 FF2062'64 AND STATE HIGHWAY 75, TURN LEFT AND GO WEST ON U.S. HIGHWAY
 FF2062'64 AND STATE HIGHWAY 75 FOR 1.4 MILES TO THEIR JUNCTION.
 FF2062'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 75 FOR 7.2 MILES
 FF2062'TO THE JUNCTION WITH STATE HIGHWAY 42 AND A SCHOOL HOUSE
 FF2062'ON THE LEFT.  CONTINUE NORTHERLY ON STATE HIGHWAY 75 FOR
 FF2062'3.5 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHERLY
 FF2062'ON STATE HIGHWAY 75 FOR 0.75 MILE TO THE STATION ON THE
 FF2062'LEFT AS DESCRIBED.
 FF2062'
 FF2062'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF2062
 FF2062                          STATION RECOVERY (1954)
 FF2062
 FF2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2062'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 FF2062'ROAD HAS BEEN GRADED OUT DIRECTLY OVER THE STATION MARK
 FF2062'AND THE MARK IS 20 INCHES UNDERGROUND.  R.M. 3 WAS ESTABLISHED
 FF2062'JUST SOUTH OF THE ROAD AND THE STATION WAS OCCUPIED ECCENTRIC.
 FF2062'
 FF2062'R.M. 3 IS 45 FEET SOUTH OF A DIRT ROAD, 43 FEET WEST OF
 FF2062'STATE HIGHWAY 75 AND 27 FEET SOUTH-SOUTHEAST OF A 4 IN
 FF2062'X 4 IN WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 FF2062'AND THE DISK IS STAMPED TWIST NO 3 1954.
 FF2062'
 FF2062'A TRAVERSE CONNECTION WAS MADE TO R.M. 3 AND THE DISTANCE
 FF2062'IS 43.39 FEET, 13.226 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2064 ***********************************************************************
 FF2064  DESIGNATION -  TWIST
 FF2064  PID         -  FF2064
 FF2064  STATE/COUNTY-  AR/CROSS
 FF2064  USGS QUAD   -  MONTEREY (1992)
 FF2064
 FF2064                         *CURRENT SURVEY CONTROL
 FF2064  ___________________________________________________________________
 FF2064* NAD 83(1997)-  35 24 36.78755(N)    090 33 13.91605(W)     ADJUSTED  
 FF2064* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 FF2064  ___________________________________________________________________
 FF2064  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FF2064  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF2064
 FF2064  HORZ ORDER  -  SECOND
 FF2064
 FF2064.The horizontal coordinates were established by classical geodetic methods
 FF2064.and adjusted by the National Geodetic Survey in September 1999..
 FF2064.No horizontal observational check was made to the station.
 FF2064
 FF2064.The orthometric height was scaled from a topographic map.
 FF2064
 FF2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2064
 FF2064.The geoid height was determined by GEOID03.
 FF2064
 FF2064;                    North         East     Units Scale Factor Converg.
 FF2064;SPC AR N     -   120,435.539   531,340.201   MT  0.99994052   +0 50 29.4
 FF2064;SPC AR N     -   395,128.93  1,743,238.64   sFT  0.99994052   +0 50 29.4
 FF2064;UTM  15      - 3,921,284.594   722,116.456   MT  1.00020803   +1 25 04.6
 FF2064
 FF2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2064!SPC AR N     -   0.99999412  x   0.99994052  =   0.99993464
 FF2064!UTM  15      -   0.99999412  x   1.00020803  =   1.00020215
 FF2064
 FF2064                          SUPERSEDED SURVEY CONTROL
 FF2064
 FF2064  NAD 83(1997)-  35 24 36.79042(N)    090 33 13.91464(W) AD(       ) 2
 FF2064  NAD 83(1986)-  35 24 36.79944(N)    090 33 13.91543(W) AD(       ) 2
 FF2064  NAD 27      -  35 24 36.49500(N)    090 33 13.53120(W) AD(       ) 2
 FF2064
 FF2064.Superseded values are not recommended for survey control.
 FF2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2064.See file dsdata.txt to determine how the superseded data were derived.
 FF2064
 FF2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2211621285(NAD 83)
 FF2064_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2064+STABILITY: SURFACE MOTION
 FF2064
 FF2064  HISTORY     - Date     Condition        Report By
 FF2064  HISTORY     - 1954     MONUMENTED       CGS
 FF2064
 FF2064                          STATION DESCRIPTION
 FF2064
 FF2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FF2064'SEE STATION TWIST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2061 ***********************************************************************
 FF2061  DESIGNATION -  TWIST PLANTATION WATER TANK
 FF2061  PID         -  FF2061
 FF2061  STATE/COUNTY-  AR/CROSS
 FF2061  USGS QUAD   -  MONTEREY (1992)
 FF2061
 FF2061                         *CURRENT SURVEY CONTROL
 FF2061  ___________________________________________________________________
 FF2061* NAD 83(1997)-  35 22 31.89182(N)    090 30 27.75277(W)     ADJUSTED  
 FF2061* NAVD 88     -                                                        
 FF2061  ___________________________________________________________________
 FF2061  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FF2061  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF2061
 FF2061  HORZ ORDER  -  THIRD
 FF2061
 FF2061.The horizontal coordinates were established by classical geodetic methods
 FF2061.and adjusted by the National Geodetic Survey in September 1999..
 FF2061
 FF2061
 FF2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2061
 FF2061.The geoid height was determined by GEOID03.
 FF2061
 FF2061;                    North         East     Units Scale Factor Converg.
 FF2061;SPC AR N     -   116,649.617   535,590.218   MT  0.99994253   +0 52 06.1
 FF2061;SPC AR N     -   382,707.95  1,757,182.24   sFT  0.99994253   +0 52 06.1
 FF2061;UTM  15      - 3,917,540.529   726,405.497   MT  1.00023174   +1 26 36.5
 FF2061
 FF2061                          SUPERSEDED SURVEY CONTROL
 FF2061
 FF2061  NAD 83(1997)-  35 22 31.89440(N)    090 30 27.75122(W) AD(       ) 4
 FF2061  NAD 83(1986)-  35 22 31.90382(N)    090 30 27.75229(W) AD(       ) 4
 FF2061  NAD 27      -  35 22 31.60100(N)    090 30 27.37700(W) AD(       ) 3
 FF2061
 FF2061.Superseded values are not recommended for survey control.
 FF2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2061.See file dsdata.txt to determine how the superseded data were derived.
 FF2061
 FF2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2640517541(NAD 83)
 FF2061
 FF2061  HISTORY     - Date     Condition        Report By
 FF2061  HISTORY     - 1955     MONUMENTED       CGS
 FF2061
 FF2061                          STATION DESCRIPTION
 FF2061
 FF2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FF2061'THE STATION IS LOCATED IN THE SOUTH PART OF TWIST ON THE SOUTH
 FF2061'SIDE OF ARKANSAS STATE ROAD 42.  IT IS AN ELEVATED TANK,
 FF2061'SUPPORTED ON FOUR LEGS, AND ABOUT 140 FEET HIGH.  THIS TANK
 FF2061'HAS A CAPACITY OF APPROXIMATELY 50,000 GALLONS AND WAS BUILT
 FF2061'IN 1934.  THE POINT OBSERVED ON WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2063 ***********************************************************************
 FF2063  DESIGNATION -  TWIST RM 3
 FF2063  PID         -  FF2063
 FF2063  STATE/COUNTY-  AR/CROSS
 FF2063  USGS QUAD   -  MONTEREY (1992)
 FF2063
 FF2063                         *CURRENT SURVEY CONTROL
 FF2063  ___________________________________________________________________
 FF2063* NAD 83(1997)-  35 24 36.51055(N)    090 33 13.84210(W)     ADJUSTED  
 FF2063* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 FF2063  ___________________________________________________________________
 FF2063  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FF2063  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF2063
 FF2063  HORZ ORDER  -  SECOND
 FF2063
 FF2063.The horizontal coordinates were established by classical geodetic methods
 FF2063.and adjusted by the National Geodetic Survey in September 1999..
 FF2063
 FF2063.The orthometric height was scaled from a topographic map.
 FF2063
 FF2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2063
 FF2063.The geoid height was determined by GEOID03.
 FF2063
 FF2063;                    North         East     Units Scale Factor Converg.
 FF2063;SPC AR N     -   120,427.031   531,342.191   MT  0.99994053   +0 50 29.5
 FF2063;SPC AR N     -   395,101.02  1,743,245.17   sFT  0.99994053   +0 50 29.5
 FF2063;UTM  15      - 3,921,276.104   722,118.532   MT  1.00020804   +1 25 04.6
 FF2063
 FF2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2063!SPC AR N     -   0.99999412  x   0.99994053  =   0.99993465
 FF2063!UTM  15      -   0.99999412  x   1.00020804  =   1.00020216
 FF2063
 FF2063:                Primary Azimuth Mark                     Grid Az
 FF2063:SPC AR N     -  WHIST                                    084 55 28.7
 FF2063:UTM  15      -  WHIST                                    084 20 53.6
 FF2063
 FF2063|---------------------------------------------------------------------|
 FF2063| PID    Reference Object                     Distance      Geod. Az  |
 FF2063|                                                           dddmmss.s |
 FF2063| FF2060 WHIST                               APPROX.12.7 KM 0854558.2 |
 FF2063| FF2061 TWIST PLANTATION WATER TANK         APPROX. 5.7 KM 1322908.1 |
 FF2063| FF2062 TWIST                                13.226 METERS 35937     |
 FF2063|---------------------------------------------------------------------|
 FF2063
 FF2063                          SUPERSEDED SURVEY CONTROL
 FF2063
 FF2063  NAD 83(1997)-  35 24 36.51341(N)    090 33 13.84068(W) AD(       ) 2
 FF2063  NAD 83(1986)-  35 24 36.52253(N)    090 33 13.84148(W) AD(       ) 2
 FF2063  NAD 27      -  35 24 36.21800(N)    090 33 13.45730(W) AD(       ) 2
 FF2063
 FF2063.Superseded values are not recommended for survey control.
 FF2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2063.See file dsdata.txt to determine how the superseded data were derived.
 FF2063
 FF2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2211921276(NAD 83)
 FF2063_MARKER: DR = REFERENCE MARK DISK
 FF2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2063_SP_SET: CONCRETE POST
 FF2063_MARK LOGO: CGS   
 FF2063_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2063+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1990
 FF2063
 FF2063  HISTORY     - Date     Condition        Report By
 FF2063  HISTORY     - 1954     MONUMENTED       CGS
 FF2063  HISTORY     - 1954     GOOD             CGS
 FF2063  HISTORY     - 19901208 SEE DESCRIPTION  NGS
 FF2063
 FF2063                          STATION DESCRIPTION
 FF2063
 FF2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FF2063'SEE STATION TWIST
 FF2063
 FF2063                          STATION RECOVERY (1954)
 FF2063
 FF2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FF2063'RECOVERED IN GOOD CONDITION.
 FF2063
 FF2063                          STATION RECOVERY (1990)
 FF2063
 FF2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF2063'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3064 ***********************************************************************
 EH3064  DESIGNATION -  TWO PRAIRIE
 EH3064  PID         -  EH3064
 EH3064  STATE/COUNTY-  AR/PRAIRIE
 EH3064  USGS QUAD   -  PARKERS CORNER (1994)
 EH3064
 EH3064                         *CURRENT SURVEY CONTROL
 EH3064  ___________________________________________________________________
 EH3064* NAD 83(1997)-  34 39 32.46536(N)    091 38 15.07766(W)     ADJUSTED  
 EH3064* NAVD 88     -        66.83   (+/-2cm)     219.3    (feet)  VERTCON   
 EH3064  ___________________________________________________________________
 EH3064  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EH3064  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH3064
 EH3064  HORZ ORDER  -  FIRST
 EH3064  VERT ORDER  -  THIRD ? (See Below)
 EH3064
 EH3064.The horizontal coordinates were established by classical geodetic methods
 EH3064.and adjusted by the National Geodetic Survey in September 1999..
 EH3064
 EH3064.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3064.The vertical order pertains to the NGVD 29 superseded value.
 EH3064
 EH3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3064
 EH3064.The geoid height was determined by GEOID03.
 EH3064
 EH3064;                    North         East     Units Scale Factor Converg.
 EH3064;SPC AR S     -   621,040.824   433,225.865   MT  0.99997776   +0 12 10.4
 EH3064;SPC AR S     - 2,037,531.44  1,421,341.86   sFT  0.99997776   +0 12 10.4
 EH3064;UTM  15      - 3,836,074.799   624,846.151   MT  0.99979211   +0 46 29.7
 EH3064
 EH3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3064!SPC AR S     -   0.99999370  x   0.99997776  =   0.99997146
 EH3064!UTM  15      -   0.99999370  x   0.99979211  =   0.99978581
 EH3064
 EH3064:                Primary Azimuth Mark                     Grid Az
 EH3064:SPC AR S     -  TWO PRAIRIE AZ MK                        113 40 46.3
 EH3064:UTM  15      -  TWO PRAIRIE AZ MK                        113 06 27.0
 EH3064
 EH3064|---------------------------------------------------------------------|
 EH3064| PID    Reference Object                     Distance      Geod. Az  |
 EH3064|                                                           dddmmss.s |
 EH3064| CY6655 TWO PRAIRIE AZ MK                                  1135256.7 |
 EH3064| EH3059 STUTTGART MUNICIPAL AIRPORT BEACON  APPROX. 9.6 KM 1364832.3 |
 EH3064| CY6656 TWO PRAIRIE RM 1                     28.830 METERS 17051     |
 EH3064| EH3066 CULLER RAD STA KKU 995 MAST         APPROX.14.6 KM 2760114.1 |
 EH3064| CY6657 TWO PRAIRIE RM 2                     27.095 METERS 30147     |
 EH3064|---------------------------------------------------------------------|
 EH3064
 EH3064                          SUPERSEDED SURVEY CONTROL
 EH3064
 EH3064  NAD 83(1986)-  34 39 32.47093(N)    091 38 15.07236(W) AD(       ) 1
 EH3064  NAD 27      -  34 39 32.13290(N)    091 38 14.59651(W) AD(       ) 1
 EH3064  NGVD 29 (07/19/86)   66.84   (m)          219.3    (f) LEVELING    3  
 EH3064
 EH3064.Superseded values are not recommended for survey control.
 EH3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3064.See file dsdata.txt to determine how the superseded data were derived.
 EH3064
 EH3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2484636075(NAD 83)
 EH3064_MARKER: DS = TRIANGULATION STATION DISK
 EH3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3064
 EH3064  HISTORY     - Date     Condition        Report By
 EH3064  HISTORY     - 1965     MONUMENTED       CGS
 EH3064  HISTORY     - 1967     GOOD             CGS
 EH3064
 EH3064                          STATION DESCRIPTION
 EH3064
 EH3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3064'STATION IS ABOUT 12 MILES NORTHWEST OF STUTTGART, 9 MILES
 EH3064'SOUTHWEST OF HAZEN, 1 MILE NORTHEAST OF TWO PRAIRIE BAYOU
 EH3064'AND ON THE ROAD RIGHT-OF-WAY.
 EH3064'
 EH3064'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH3064'HIGHWAYS 11 AND 130 IN THE NORTHWEST EDGE OF STUTTGART, GO
 EH3064'NORTH ON STATE HIGHWAY 11 AND 130 FOR 1.95 MILES TO WHERE
 EH3064'HIGHWAY 130 TURNS LEFT (WEST).  CONTINUE NORTH ON HIGHWAY
 EH3064'11 FOR 7.1 MILES TO THE JUNCTION WITH STATE HIGHWAY 86.  TURN
 EH3064'LEFT AND GO WEST-NORTH AND WEST ON STATE HIGHWAY 86 FOR 2.55
 EH3064'MILES TO A T-ROAD, AT THE END OF THE PAVEMENT AND WHERE
 EH3064'HIGHWAY 86 TURNS NORTH.  TURN RIGHT AND GO NORTH ON A GRAVELED
 EH3064'ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST
 EH3064'ON A GRAVELED ROAD FOR 2.15 MILES TO THE AZIMUTH MARK ON
 EH3064'THE RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.4 MILE
 EH3064'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE MAIN
 EH3064'TRAVELED ROAD FOR 0.2 MILE TO WHERE THE ROAD CURVES WEST
 EH3064'AND THE STATION ON THE RIGHT ABOUT 100 FEET NORTHWEST OF
 EH3064'THE CURVE.
 EH3064'
 EH3064'STATION MARKS ARE STANDARD DISKS STAMPED TWO PRAIRIE 1965.
 EH3064'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH
 EH3064'PROJECTS 2 INCHES.  IT IS 1.4 FEET NORTH OF A METAL WITNESS
 EH3064'POST, 15 FEET SOUTHWEST OF AN 8 INCH ELM TREE, 17 FEET SOUTH
 EH3064'OF A WIRE FENCE AND 38 FEET NORTH OF THE CENTER OF THEGRAVELED
 EH3064'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 EH3064'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 EH3064'
 EH3064'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TWO PRAIRIE
 EH3064'NO 1 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH3064'3 INCHES.  IT IS 1 FOOT NORTH OF A WIRE FENCE, 21 FEET SOUTH
 EH3064'OF THE CENTER OF THE GRAVELED ROAD AND 23 FEET NORTHWEST OF
 EH3064'A POWER POLE
 EH3064'
 EH3064'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TWO PRAIRIE
 EH3064'NO 2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH3064'3 INCHES.  IT IS 1 FOOT SOUTH OF THE WIRE FENCE, 7 FEET
 EH3064'SOUTHWEST OF A T-FENCE CORNER AND 25 FEET NORTH OF THE CENTER
 EH3064'OF THE GRAVELED ROAD.
 EH3064'
 EH3064'AZIMUTH MARK, A STANDARD DISK STAMPED TWO PRAIRIE 1965, IS
 EH3064'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 EH3064'IS 2 FEET NORTH OF A TELEPHONE POLE, 2.6 FEET NORTHEAST
 EH3064'OF A METAL WITNESS POST, 6.5 FEET SOUTHWEST OF THE WEST ONE
 EH3064'OF TWO POLES THAT SUPPORTS TWO TRANSFORMERS AND 25 FEET
 EH3064'NORTH OF THE CENTER OF A GRAVELED ROAD.
 EH3064'
 EH3064'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH3064'
 EH3064'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH3064
 EH3064                          STATION RECOVERY (1967)
 EH3064
 EH3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3064'STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1607 ***********************************************************************
 DL1607  PACS        -  This is a Primary Airport Control Station.
 DL1607  DESIGNATION -  TXK ARP 3
 DL1607  PID         -  DL1607
 DL1607  STATE/COUNTY-  AR/MILLER
 DL1607  USGS QUAD   -  MANDEVILLE (1975)
 DL1607
 DL1607                         *CURRENT SURVEY CONTROL
 DL1607  ___________________________________________________________________
 DL1607* NAD 83(1997)-  33 27 13.40249(N)    093 59 27.55873(W)     ADJUSTED  
 DL1607* NAVD 88     -       113.18   (meters)     371.3    (feet)  GPS OBS   
 DL1607  ___________________________________________________________________
 DL1607  X           -    -370,755.049 (meters)                     COMP
 DL1607  Y           -  -5,314,054.934 (meters)                     COMP
 DL1607  Z           -   3,496,100.608 (meters)                     COMP
 DL1607  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DL1607  ELLIP HEIGHT-          86.30  (meters)          (12/12/01) GPS OBS
 DL1607  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DL1607
 DL1607  HORZ ORDER  -  B
 DL1607  ELLP ORDER  -  THIRD     CLASS I
 DL1607
 DL1607.This mark is at Texarkana Regional-Webb Fld Airport (TXK)
 DL1607
 DL1607.The horizontal coordinates were established by GPS observations
 DL1607.and adjusted by the National Geodetic Survey in February 2000..
 DL1607
 DL1607.The orthometric height was determined by GPS observations and a
 DL1607.high-resolution geoid model.
 DL1607
 DL1607.GPS derived orthometric heights for airport stations designated as
 DL1607.PACS or SACS are published to 2 decimal places.  This maintains
 DL1607.centimeter relative accuracy between the PACS and SACS.  It does
 DL1607.not indicate centimeter accuracy relative to other marks which are
 DL1607.part of the NAVD 88 network.
 DL1607
 DL1607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1607
 DL1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1607
 DL1607.The ellipsoidal height was determined by GPS observations
 DL1607.and is referenced to NAD 83.
 DL1607
 DL1607.The geoid height was determined by GEOID03.
 DL1607
 DL1607;                    North         East     Units Scale Factor Converg.
 DL1607;SPC AR S     -   489,094.905   214,911.218   MT  0.99996947   -1 06 51.6
 DL1607;SPC AR S     - 1,604,638.87    705,087.89   sFT  0.99996947   -1 06 51.6
 DL1607;SPC TXNC     - 2,207,162.761 1,019,039.828   MT  0.99989717   +2 27 33.1
 DL1607;SPC TXNC     - 7,241,333.16  3,343,299.84   sFT  0.99989717   +2 27 33.1
 DL1607;UTM  15      - 3,702,027.637   407,900.893   MT  0.99970457   -0 32 46.8
 DL1607
 DL1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1607!SPC AR S     -   0.99998645  x   0.99996947  =   0.99995592
 DL1607!SPC TXNC     -   0.99998645  x   0.99989717  =   0.99988362
 DL1607!UTM  15      -   0.99998645  x   0.99970457  =   0.99969103
 DL1607
 DL1607:                Primary Azimuth Mark                     Grid Az
 DL1607:SPC AR S     -  TXK F                                    015 13 58.7
 DL1607:SPC TXNC     -  TXK F                                    011 39 34.0
 DL1607:UTM  15      -  TXK F                                    014 39 53.9
 DL1607
 DL1607|---------------------------------------------------------------------|
 DL1607| PID    Reference Object                     Distance      Geod. Az  |
 DL1607|                                                           dddmmss.s |
 DL1607| AI3760 TXK F                               480.133 METERS 0140707.1 |
 DL1607|---------------------------------------------------------------------|
 DL1607
 DL1607                          SUPERSEDED SURVEY CONTROL
 DL1607
 DL1607  ELLIP H (02/28/00)   86.31   (m)                       GP(       ) 3 1
 DL1607  NAD 83(1997)-  33 27 13.39945(N)    093 59 27.56105(W) AD(       ) 2
 DL1607  ELLIP H (09/14/99)   86.22   (m)                       GP(       ) 4 1
 DL1607  NAD 83(1997)-  33 27 13.40610(N)    093 59 27.55356(W) AD(       ) 2
 DL1607  NAD 83(1997)-  33 27 13.40587(N)    093 59 27.55302(W) AD(       ) 2
 DL1607  NAD 83(1997)-  33 27 13.40735(N)    093 59 27.54338(W) AD(       ) 2
 DL1607  NGVD 29 (12/03/93)  113.20   (m)          371.4    (f) LEVELING    3  
 DL1607
 DL1607.Superseded values are not recommended for survey control.
 DL1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1607.See file dsdata.txt to determine how the superseded data were derived.
 DL1607
 DL1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0790102028(NAD 83)
 DL1607_MARKER: DT = TOPOGRAPHIC STATION DISK
 DL1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1607_SP_SET: CONCRETE POST
 DL1607_STAMPING: ARP 3 TXK 1970
 DL1607_MARK LOGO: CGS   
 DL1607_PROJECTION: FLUSH
 DL1607_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1607+STABILITY: SURFACE MOTION
 DL1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1607+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 DL1607
 DL1607  HISTORY     - Date     Condition        Report By
 DL1607  HISTORY     - 1970     MONUMENTED       CGS
 DL1607  HISTORY     - 19910318 GOOD             NGS
 DL1607  HISTORY     - 19921127 GOOD
 DL1607  HISTORY     - 19990523 GOOD             NGS
 DL1607  HISTORY     - 20020123 GOOD             NGS
 DL1607
 DL1607                          STATION DESCRIPTION
 DL1607
 DL1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 DL1607'THE STATION IS LOCATED ON THE TEXARKANA REGIONAL-WEBB FIELD AIRPORT.
 DL1607'TO REACH THE STATION FROM THE POST OFFICE (AT STATELINE AVENUE AND 6TH
 DL1607'STREET) IN TEXARKANA TX-AR., PROCEED NORTH ON STATELINE AVENUE FOR
 DL1607'2.35 MI (3.78 KM) TO THE INTERSECTION OF STATELINE AVENUE AND
 DL1607'ARKANSAS BLVD.  TURN RIGHT AND GO 2.9 MI (4.7 KM) TO THE AIRPORT
 DL1607'OFFICE ON THE LEFT (JUST BEFORE THE PARKING LOT GATE), TURN LEFT AND
 DL1607'GO 0.1 MI (0.2 KM) (PASSING THROUGH THE GATE ON THE LEFT SIDE OF
 DL1607'AIRPORT OFFICE) TO THE EDGE OF THE RAMP, TURN RIGHT AND GO 0.15 MI
 DL1607'(0.24 KM) TO THE INTERSECTION OF TAXIWAY E, TURN LEFT ONTO TAXIWAY
 DL1607'E AND GO 0.2 MI (0.3 KM) (CROSSING RUNWAY 4-22)TO STATION ON THE
 DL1607'RIGHT.
 DL1607'THE STATION IS 308.7 FT (94.1 M) SOUTH OF FIRST RUNWAY LIGHT SOUTHWEST
 DL1607'OF INTERSECTION OF RUNWAY 4-22 AND TAXIWAY E, 362.9 FT (110.6 M)
 DL1607'SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, 240.9 FT (73.4 M)
 DL1607'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY, 231.1 FT (70.4 M) SOUTHEAST
 DL1607'OF THE SECOND RUNWAY LIGHT, 182.6 FT (55.7 M) NORTH OF THE CENTER OF
 DL1607'IRON GATES OF A 4 FT (1.2 M) X 7 FT (2.1 M) STORM DRAIN.
 DL1607'THE STATION IS A CGS TOPOGRAPHIC STATION DISK SET FLUSH WITH THE
 DL1607'GROUND.
 DL1607'ACCESS TO TEXARKANA REGIONAL-WEBB FIELD CAN BE MADE BY CONTACTING
 DL1607'PAULA NEESON, AIRPORT MANAGER, 201 AIRPORT DR., TEXARKANA, AR-TX
 DL1607'75502, PHONE (501) 774-2171.
 DL1607'RECOVERED BY NOS 11-26-92 BY RALPH H HARRELL.
 DL1607
 DL1607                          STATION RECOVERY (1991)
 DL1607
 DL1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DL1607'THE STATION IS LOCATED IN THE GRASS ISLAND SOUTH OF THE INTERSECTION
 DL1607'OF RUNWAY 4/22 AND TAXIWAY E, 362.9 FT (110.6 M) SOUTHWEST OF TAXIWAY
 DL1607'E, 308.7 FT (94.1 M) SOUTH OF THE FIRST RUNWAY LIGHT SOUTHWEST OF
 DL1607'INTERSECTION, 240.9 FT (73.4 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 DL1607'RUNWAY 4/22, 231.1 FT (70.4 M) SOUTHEAST OF THE SECOND RUNWAY LIGHT,
 DL1607'182.6 FT (55.7 M) NORTH OF THE CENTER OF IRON GRATES OF A 4 BY 7 DRAIN
 DL1607'INLET, 73 FT (22.3 M) NORTHWEST OF THE PROLONGATION OF THE RANGE OF
 DL1607'THE ILS GLIDE SLOPE ANTENNA AND THE MONITOR POLE, AND 5.3 FT (1.6 M)
 DL1607'SOUTHWEST OF THE PROLONGATION OF THE RANGE OF THE SECOND SET OF RUNWAY
 DL1607'LIGHTS ALONG RUNWAY 4/22 SOUTHWEST OF THE INTERSECTION OF THE RUNWAY
 DL1607'WITH TAXIWAY E.  THE MARK IS A STANDARD CGS TOPOGRAPHIC STATION DISK,
 DL1607'STAMPED ARP 3 TXK 1970, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 DL1607'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 DL1607
 DL1607                          STATION RECOVERY (1992)
 DL1607
 DL1607'RECOVERED 1992
 DL1607'RECOVERED IN GOOD CONDITION.
 DL1607
 DL1607                          STATION RECOVERY (1999)
 DL1607
 DL1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 DL1607'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS) . THE
 DL1607'STATION IS LOCATED IN THE GRASS AREA SOUTH OF THE INTERSECTION OF
 DL1607'RUNWAY 4/22 AND TAXIWAY C.  THE STATION IS SOUTH-SOUTHWEST OF THE
 DL1607'TAXIWAY C HOLD BAR AND TAXIWAY/RUNWAY IDENTIFIER SIGN.
 DL1607'OWNERSHIP--TEXARKANA AIRPORT AUTHORITY, TEXARKANA REGIONAL AIRPORT,
 DL1607'201 AIRPORT DRIVE, TEXARKANA.  AR-TX, 71854.  AIRPORT DIRECTOR- MR
 DL1607'ROBERT L MCDANIEL.  PHONE-870-774-2171 OR FAX-870-775-1269.
 DL1607'NOTE--CONTACT AIRPORT DIRECTOR ON ARRIVAL WITH INTENTIONS.  TO REACH
 DL1607'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND STATE
 DL1607'HIGHWAY 245 (EXIT 2) NEAR THE NORTHEAST EDGE OF TEXARKANA, GO SOUTH
 DL1607'FOR 1.6 KM (1.00 MI) ALONG HIGHWAY 245 TO THE INTERSECTION OF ARKANSAS
 DL1607'BOULEVARD.  TURN LEFT, EASTERLY, FOR 0.9 KM (0.55 MI) ALONG THE
 DL1607'BOULEVARD TO THE INTERSECTION OF U.S.  HIGHWAY 67.  CONTINUE SOUTHEAST
 DL1607'FOR 0.32 KM (0.20 MI) , CROSSING A RAILROAD TRACK AND ALONG AIRPORT
 DL1607'CIRCLE TO THE AIRPORT ADMINISTRATION BUILDING ON THE LEFT AND A GATE
 DL1607'ON THE NORTH SIDE OF THE BUILDING.  PASS THROUGH THE GATE, SOUTHEAST,
 DL1607'FOR 0.16 KM (0.10 MI) TO TAXIWAY C.  CONTINUE ONTO TAXIWAY C FOR 0.20
 DL1607'KM (0.10 MI) , CROSSING RUNWAY 4-22 TO THE STATION ON THE RIGHT,
 DL1607'INLINE WITH THE HOLDBAR.  THE STATION IS LOCATED--388.8 FT.
 DL1607'SOUTH-SOUTHWEST OF THE CENTER OF THE TAXIWAY C HOLDBAR, 241.8 FT (73.7
 DL1607'M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE WHITE EDGE PAINT STRIPE ON
 DL1607'RUNWAY 4/22, AND INLINE WITH THE AIR-TRIFFIC CONTROL TOWER.  183.0 FT
 DL1607'(55.8 M) NORTHWEST OF THE CENTER OF A 4X7 FT SQUARE METAL GRATE COVER
 DL1607'OF A CONCRETE CATCH BASIN.
 DL1607
 DL1607                          STATION RECOVERY (2002)
 DL1607
 DL1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 DL1607'RECOVERED AS DESCRIBED.
 DL1607'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1610 ***********************************************************************
 DL1610  DESIGNATION -  TXK D
 DL1610  PID         -  DL1610
 DL1610  STATE/COUNTY-  AR/MILLER
 DL1610  USGS QUAD   -  MANDEVILLE (1975)
 DL1610
 DL1610                         *CURRENT SURVEY CONTROL
 DL1610  ___________________________________________________________________
 DL1610* NAD 83(1997)-  33 27 33.76243(N)    093 59 17.68130(W)     ADJUSTED  
 DL1610* NAVD 88     -       115.8    (meters)     380.     (feet)  GPS OBS   
 DL1610  ___________________________________________________________________
 DL1610  X           -    -370,476.676 (meters)                     COMP
 DL1610  Y           -  -5,313,729.911 (meters)                     COMP
 DL1610  Z           -   3,496,625.416 (meters)                     COMP
 DL1610  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DL1610  ELLIP HEIGHT-          88.96  (meters)          (03/19/02) GPS OBS
 DL1610  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DL1610
 DL1610  HORZ ORDER  -  THIRD
 DL1610  ELLP ORDER  -  FOURTH    CLASS I
 DL1610
 DL1610.This mark is at Texarkana Regional-Webb Fld Airport (TXK)
 DL1610
 DL1610.The horizontal coordinates were established by GPS observations
 DL1610.and adjusted by the National Geodetic Survey in March 2002..
 DL1610
 DL1610.The orthometric height was determined by GPS observations and a
 DL1610.high-resolution geoid model.
 DL1610
 DL1610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1610
 DL1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1610
 DL1610.The ellipsoidal height was determined by GPS observations
 DL1610.and is referenced to NAD 83.
 DL1610
 DL1610.The geoid height was determined by GEOID03.
 DL1610
 DL1610;                    North         East     Units Scale Factor Converg.
 DL1610;SPC AR S     -   489,717.081   215,178.434   MT  0.99996848   -1 06 46.1
 DL1610;SPC AR S     - 1,606,680.12    705,964.58   sFT  0.99996848   -1 06 46.1
 DL1610;SPC TXNC     - 2,207,800.336 1,019,267.728   MT  0.99989786   +2 27 38.5
 DL1610;SPC TXNC     - 7,243,424.94  3,344,047.54   sFT  0.99989786   +2 27 38.5
 DL1610;UTM  15      - 3,702,652.266   408,161.860   MT  0.99970398   -0 32 41.6
 DL1610
 DL1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1610!SPC AR S     -   0.99998603  x   0.99996848  =   0.99995451
 DL1610!SPC TXNC     -   0.99998603  x   0.99989786  =   0.99988390
 DL1610!UTM  15      -   0.99998603  x   0.99970398  =   0.99969002
 DL1610
 DL1610                          SUPERSEDED SURVEY CONTROL
 DL1610
 DL1610  NAD 83(1997)-  33 27 33.75928(N)    093 59 17.68379(W) AD(       ) 2
 DL1610  ELLIP H (09/14/99)   88.89   (m)                       GP(       ) 4 1
 DL1610  NAD 83(1997)-  33 27 33.76589(N)    093 59 17.67634(W) AD(       ) 2
 DL1610  NAD 83(1997)-  33 27 33.76566(N)    093 59 17.67579(W) AD(       ) 2
 DL1610  NAD 83(1997)-  33 27 33.76723(N)    093 59 17.66591(W) AD(       ) 2
 DL1610  NGVD 29 (12/03/93)  115.84   (m)          380.1    (f) LEVELING    3  
 DL1610
 DL1610.Superseded values are not recommended for survey control.
 DL1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1610.See file dsdata.txt to determine how the superseded data were derived.
 DL1610
 DL1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0816202652(NAD 83)
 DL1610_MARKER: DT = TOPOGRAPHIC STATION DISK
 DL1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1610_SP_SET: CONCRETE POST
 DL1610_STAMPING: TXK D 1992
 DL1610_MARK LOGO: NOS   
 DL1610_PROJECTION: FLUSH
 DL1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1610+STABILITY: SURFACE MOTION
 DL1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1610+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 DL1610
 DL1610  HISTORY     - Date     Condition        Report By
 DL1610  HISTORY     - 1992     MONUMENTED       NOS
 DL1610  HISTORY     - 19921231 GOOD             NGS
 DL1610  HISTORY     - 20020123 GOOD             NGS
 DL1610
 DL1610                          STATION DESCRIPTION
 DL1610
 DL1610'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 DL1610'THE STATION IS LOCATED ON THE TEXARKANA REGIONAL-WEBB AIRPORT.
 DL1610'TO REACH THE STATION FROM THE POST OFFICE (AT STATELINE AVENUE AND 6TH
 DL1610'STREET) IN TEXARKANA TX-AR., PROCEED NORTH ON STATELINE AVENUE FOR
 DL1610'2.35 MI (3.78 KM) TO THE INTERSECTION OF STATELINE AVENUE AND
 DL1610'ARKANSAS BLVD, TURN RIGHT AND GO 2.9 MI (4.7 KM) TO THE AIRPORT
 DL1610'OFFICE ON THE LEFT (JUST BEFORE THE PARKING LOT GATE), TURN LEFT AND
 DL1610'GO 0.1 MI (0.2 KM) (PASSING THROUGH GATE ON THE LEFT SIDE OF AIRPORT
 DL1610'OFFICE) TO THE EDGE OF RAMP, TURN RIGHT AND GO 0.1 MI (0.2 KM) TO
 DL1610'TAXIWAY C, TURN LEFT AND GO 0.25 MI (0.40 KM) (CROSSING RUNWAY
 DL1610'13-31) TO A PAVED DRIVE TO THE LEFT, TURN LEFT AND FOLLOW HARD
 DL1610'SURFACE DRIVE FOR 0.1 MI (0.2 KM) TO A CONCRETE BLOCK BUILDING AND
 DL1610'STATION ON THE RIGHT.
 DL1610'THE STATION IS 101.3 FT (30.9 M) SOUTH OF THE SOUTHERN-MOST CORNER OF
 DL1610'A CONCRETE BLOCK BUILDING, 178.5 FT (54.4 M) SOUTHWEST OF THE
 DL1610'DIRECTION FINDER ANTENNA, 116.2 FT (35.4 M) NORTHWEST OF THE
 DL1610'NORTHWESTERN EDGE OF THE TAXIWAY, AND 233.4 FT (71.1 M) NORTHEAST OF
 DL1610'THE NORTHEASTERN EDGE OF PAVED DRIVE.
 DL1610'THE STAION IS A NOS DISK STAMPED TXK D 1992 SET FLUSH WITH THE GROUND.
 DL1610'ACCESS TO TEXARKANA REGIONAL-WEBB FIELD CAN BE MADE BY CONTACTING
 DL1610'PAULA NEESON, AIRPORT MANAGER, 201 AIRPORT DR., TEXARKANA, AR-TX
 DL1610'75502, PHONE (501) 774-2171.
 DL1610
 DL1610                          STATION RECOVERY (1992)
 DL1610
 DL1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DL1610'THE STATION IS LOCATED AT THE TEXARKANA INTERNATIONAL AIRPORT NEAR THE
 DL1610'RUNWAY END OF 22.  THE STATION IS 101.35 FEET (30.89 M) SOUTH OF THE
 DL1610'SOUTHERNMOST CORNER OF A CONCRETE BLOCK BUILDING, 178.5 FEET (54.4 M)
 DL1610'SOUTHWEST OF THE DF ANTENNA, 116.2 FEET (35.4 M) NORTHWEST OF THE
 DL1610'NORTHWESTERN EDGE OF THE TAXIWAY, AND 233.4 FEET (71.1 M) NORTHEAST OF
 DL1610'THE NORTHEASTERN EDGE OF A PAVED DRIVE.  THE STATION IS AN NOS DISK
 DL1610'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND
 DL1610'AND IS STAMPED TXK D 1992.
 DL1610
 DL1610                          STATION RECOVERY (2002)
 DL1610
 DL1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 DL1610'RECOVERED AS DESCRIBED.
 DL1610' 
 DL1610'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1477 ***********************************************************************
 DM1477  SACS        -  This is a Secondary Airport Control Station.
 DM1477  DESIGNATION -  TXK E
 DM1477  PID         -  DM1477
 DM1477  STATE/COUNTY-  AR/MILLER
 DM1477  USGS QUAD   -  TEXARKANA (1975)
 DM1477
 DM1477                         *CURRENT SURVEY CONTROL
 DM1477  ___________________________________________________________________
 DM1477* NAD 83(1997)-  33 26 49.86820(N)    094 00 06.06565(W)     ADJUSTED  
 DM1477* NAVD 88     -       101.42   (meters)     332.7    (feet)  GPS OBS   
 DM1477  ___________________________________________________________________
 DM1477  X           -    -371,774.314 (meters)                     COMP
 DM1477  Y           -  -5,314,374.546 (meters)                     COMP
 DM1477  Z           -   3,495,489.154 (meters)                     COMP
 DM1477  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DM1477  ELLIP HEIGHT-          74.55  (meters)          (01/03/02) GPS OBS
 DM1477  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1477
 DM1477  HORZ ORDER  -  FIRST
 DM1477  ELLP ORDER  -  FOURTH    CLASS I
 DM1477
 DM1477.This mark is at Texarkana Regional-Webb Fld Airport (TXK)
 DM1477
 DM1477.The horizontal coordinates were established by GPS observations
 DM1477.and adjusted by the National Geodetic Survey in February 2000..
 DM1477
 DM1477.The orthometric height was determined by GPS observations and a
 DM1477.high-resolution geoid model.
 DM1477
 DM1477.GPS derived orthometric heights for airport stations designated as
 DM1477.PACS or SACS are published to 2 decimal places.  This maintains
 DM1477.centimeter relative accuracy between the PACS and SACS.  It does
 DM1477.not indicate centimeter accuracy relative to other marks which are
 DM1477.part of the NAVD 88 network.
 DM1477
 DM1477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1477
 DM1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1477
 DM1477.The ellipsoidal height was determined by GPS observations
 DM1477.and is referenced to NAD 83.
 DM1477
 DM1477.The geoid height was determined by GEOID03.
 DM1477
 DM1477;                    North         East     Units Scale Factor Converg.
 DM1477;SPC AR S     -   488,389.388   213,902.799   MT  0.99997062   -1 07 13.2
 DM1477;SPC AR S     - 1,602,324.18    701,779.43   sFT  0.99997062   -1 07 13.2
 DM1477;SPC TXNC     - 2,206,395.816 1,018,077.415   MT  0.99989638   +2 27 12.1
 DM1477;SPC TXNC     - 7,238,816.94  3,340,142.32   sFT  0.99989638   +2 27 12.1
 DM1477;UTM  15      - 3,701,312.346   406,899.784   MT  0.99970686   -0 33 07.7
 DM1477
 DM1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1477!SPC AR S     -   0.99998830  x   0.99997062  =   0.99995892
 DM1477!SPC TXNC     -   0.99998830  x   0.99989638  =   0.99988468
 DM1477!UTM  15      -   0.99998830  x   0.99970686  =   0.99969516
 DM1477
 DM1477                          SUPERSEDED SURVEY CONTROL
 DM1477
 DM1477  NAD 83(1997)-  33 26 49.86506(N)    094 00 06.06842(W) AD(       ) 2
 DM1477  ELLIP H (09/14/99)   74.46   (m)                       GP(       ) 4 1
 DM1477  NAD 83(1997)-  33 26 49.87171(N)    094 00 06.06089(W) AD(       ) 2
 DM1477  NAD 83(1997)-  33 26 49.87147(N)    094 00 06.06036(W) AD(       ) 2
 DM1477  NAD 83(1997)-  33 26 49.87297(N)    094 00 06.05076(W) AD(       ) 2
 DM1477  NGVD 29 (12/03/93)  101.44   (m)          332.8    (f) LEVELING    3  
 DM1477
 DM1477.Superseded values are not recommended for survey control.
 DM1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1477.See file dsdata.txt to determine how the superseded data were derived.
 DM1477
 DM1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0690001312(NAD 83)
 DM1477_MARKER: DT = TOPOGRAPHIC STATION DISK
 DM1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1477_SP_SET: CONCRETE POST
 DM1477_STAMPING: TXK E 1992
 DM1477_MARK LOGO: NOS   
 DM1477_PROJECTION: FLUSH
 DM1477_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1477+STABILITY: SURFACE MOTION
 DM1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1477+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 DM1477
 DM1477  HISTORY     - Date     Condition        Report By
 DM1477  HISTORY     - 1992     MONUMENTED       NOS
 DM1477  HISTORY     - 19921231 GOOD             NGS
 DM1477  HISTORY     - 19971025 GOOD             USPSQD
 DM1477  HISTORY     - 19990523 GOOD             NGS
 DM1477  HISTORY     - 20020123 GOOD             NGS
 DM1477
 DM1477                          STATION DESCRIPTION
 DM1477
 DM1477'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 DM1477'THE STATION IS LOCATED ON THE TEXARKANA REGIONAL-WEBB FIELD AIRPORT.
 DM1477'TO REACH FROM THE POST OFFICE (AT STATELINE AVENUE AND 6TH STREET) IN
 DM1477'TEXARKANA TX-AR., PROCEED NORTH ON STATELINE AVENUE FOR 2.35 MI
 DM1477'(3.78 KM) TO THE INTERSECTION OF STATELINE AVENUE AND ARKANSAS BLVD,
 DM1477'TURN RIGHT AND GO 2.9 MI (4.7 KM) TO THE AIRPORT OFFICE ON THE LEFT
 DM1477'(JUST BEFORE THE PARKING LOT GATE), TURN LEFT AND GO 0.1 MI (0.2 KM)
 DM1477'(PASSING THROUGH GATE ON THE LEFT SIDE OF AIRPORT OFFICE) TO THE EDGE
 DM1477'OF RAMP, TURN RIGHT AND GO 0.15 MI (0.24 KM) TO THE INTERSECTION OF
 DM1477'TAXIWAY E, CONTINUE STRAIGHT ON TAXIWAY B FOR 0.8 MI (1.3 KM) TO
 DM1477'STATION ON THE LEFT.
 DM1477'THE STATION IS 59.0 FT (18.0 M) SOUTHEAST OF THE SOUTHEASTERN EDGE OF
 DM1477'TAXIWAY, 51.5 FT (15.7 M) SOUTHEAST OF TAXIWAY LIGHT B32, 95.9 FT
 DM1477'(29.2 M) NORTH OF A RUNWAY 4 SIGN, 111.9 FT (34.1 M) NORTH OF THE
 DM1477'NORTHEASTERN EDGE OF TAXIWAY AT HOLDBAR, AND 93.3 FT (28.4 M)
 DM1477'NORTHEAST OF THE NORTHEASTERN EDGE OF TAXIWAY.
 DM1477'THE STATION IS A NOS DISK STAMPED TXK E 1992 SET FLUSH WITH THE
 DM1477'GROUND.
 DM1477'ACCESS TO TEXARKANA REGIONAL-WEBB FIELD CAN BE MADE BY CONTACTING
 DM1477'PAULA NEESON, AIRPORT MANAGER, 201 AIRPORT DR., TEXARKANA, AR-TX
 DM1477'75502, PHONE (501) 774-2171.
 DM1477
 DM1477                          STATION RECOVERY (1992)
 DM1477
 DM1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DM1477'THE STATION IS LOCATED AT THE TEXARKANA INTERNATIONAL AIRPORT NEAR THE
 DM1477'RUNWAY END OF 4.  THE STATION IS 51.0 FEET (15.5 M) SOUTHEAST OF THE
 DM1477'SOUTHEASTERN EDGE OF THE TAXIWAY, 51.5 FEET (15.7 M) SOUTHEAST OF
 DM1477'TAXIWAY LIGHT B 32, 95.9 FEET (29.2 M) NORTH OF A RUNWAY 4 SIGN, 111.9
 DM1477'FEET (34.1 M) NORTH OF THE NORTHEASTERN EDGE OF THE TAXIWAY AT THE
 DM1477'HOLDBAR, AND 93.3 FEET (28.4 M) NORTHEAST OF THE NORTHEASTERN EDGE OF
 DM1477'THE TAXIWAY.  THE STATION IS AN NOS DISK SET IN THE TOP OF A 12 INCH
 DM1477'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED TXK E 1992.
 DM1477
 DM1477                          STATION RECOVERY (1997)
 DM1477
 DM1477'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1477'RECOVERED IN GOOD CONDITION.
 DM1477
 DM1477                          STATION RECOVERY (1999)
 DM1477
 DM1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 DM1477'RECOVERED AS DESCRIBED.  WITH THE FOLLOWING CHANGES--THIS STATION IS A
 DM1477'SECONDARY AIRPORT CONTROL STATION (SACS) .  THE NEW AIRPORT DIRECTOR
 DM1477'IS MR.  ROBERT L.  MCDANIEL, AIRPORT DIRECTOR, 201 AIRPORT DRIVE,
 DM1477'TEXARKANA, AR-TX 71854.  PHONE 870-774-2171, FAX 870-775-1269.
 DM1477
 DM1477                          STATION RECOVERY (2002)
 DM1477
 DM1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 DM1477'RECOVERED AS DESCRIBED.
 DM1477' 
 DM1477'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3760 ***********************************************************************
 AI3760  SACS        -  This is a Secondary Airport Control Station.
 AI3760  DESIGNATION -  TXK F
 AI3760  PID         -  AI3760
 AI3760  STATE/COUNTY-  AR/MILLER
 AI3760  USGS QUAD   -  MANDEVILLE (1975)
 AI3760
 AI3760                         *CURRENT SURVEY CONTROL
 AI3760  ___________________________________________________________________
 AI3760* NAD 83(1997)-  33 27 28.51586(N)    093 59 23.02350(W)     ADJUSTED  
 AI3760* NAVD 88     -       113.35   (meters)     371.9    (feet)  GPS OBS   
 AI3760  ___________________________________________________________________
 AI3760  X           -    -370,620.356 (meters)                     COMP
 AI3760  Y           -  -5,313,807.146 (meters)                     COMP
 AI3760  Z           -   3,496,489.186 (meters)                     COMP
 AI3760  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AI3760  ELLIP HEIGHT-          86.47  (meters)          (01/03/02) GPS OBS
 AI3760  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AI3760
 AI3760  HORZ ORDER  -  FIRST
 AI3760  ELLP ORDER  -  FOURTH    CLASS I
 AI3760
 AI3760.This mark is at Texarkana Regional-Webb Fld Airport (TXK)
 AI3760
 AI3760.The horizontal coordinates were established by GPS observations
 AI3760.and adjusted by the National Geodetic Survey in February 2000..
 AI3760
 AI3760.The orthometric height was determined by GPS observations and a
 AI3760.high-resolution geoid model.
 AI3760
 AI3760.GPS derived orthometric heights for airport stations designated as
 AI3760.PACS or SACS are published to 2 decimal places.  This maintains
 AI3760.centimeter relative accuracy between the PACS and SACS.  It does
 AI3760.not indicate centimeter accuracy relative to other marks which are
 AI3760.part of the NAVD 88 network.
 AI3760
 AI3760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3760
 AI3760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3760
 AI3760.The ellipsoidal height was determined by GPS observations
 AI3760.and is referenced to NAD 83.
 AI3760
 AI3760.The geoid height was determined by GEOID03.
 AI3760
 AI3760;                    North         East     Units Scale Factor Converg.
 AI3760;SPC AR S     -   489,558.155   215,037.367   MT  0.99996874   -1 06 49.1
 AI3760;SPC AR S     - 1,606,158.71    705,501.76   sFT  0.99996874   -1 06 49.1
 AI3760;UTM  15      - 3,702,491.992   408,022.411   MT  0.99970430   -0 32 44.5
 AI3760
 AI3760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3760!SPC AR S     -   0.99998642  x   0.99996874  =   0.99995517
 AI3760!UTM  15      -   0.99998642  x   0.99970430  =   0.99969073
 AI3760
 AI3760:                Primary Azimuth Mark                     Grid Az
 AI3760:SPC AR S     -  TXK ARP 3                                195 13 58.7
 AI3760:UTM  15      -  TXK ARP 3                                194 39 54.1
 AI3760
 AI3760|---------------------------------------------------------------------|
 AI3760| PID    Reference Object                     Distance      Geod. Az  |
 AI3760|                                                           dddmmss.s |
 AI3760| DL1607 TXK ARP 3                           480.133 METERS 1940709.6 |
 AI3760|---------------------------------------------------------------------|
 AI3760
 AI3760                          SUPERSEDED SURVEY CONTROL
 AI3760
 AI3760.No superseded survey control is available for this station.
 AI3760
 AI3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0802202492(NAD 83)
 AI3760_MARKER: Z = SEE DESCRIPTION
 AI3760_SETTING: 0 = UNSPECIFIED SETTING
 AI3760_SP_SET: METAL GRATE RIM OF CATCH BASIN
 AI3760_STAMPING: TXK F 1999
 AI3760_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3760+STABILITY: SURFACE MOTION
 AI3760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3760+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 AI3760
 AI3760  HISTORY     - Date     Condition        Report By
 AI3760  HISTORY     - 1999     MONUMENTED       NGS
 AI3760  HISTORY     - 20020123 GOOD             NGS
 AI3760
 AI3760                          STATION DESCRIPTION
 AI3760
 AI3760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI3760'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.  THE
 AI3760'STATION IS LOCATED AT THE TEXARKANA REGIONAL-WEBB FIELD AIRPORT.  IN A
 AI3760'GRASS AREA NEAR AND EAST OF THE JUNCTION OF RUNWAY 13-31 AND TAXIWAY
 AI3760'B.  ALONG THE SOUTHEAST EDGE OF THE TAXI JUST EAST OF THE TAXI B AND
 AI3760'RUNWAY 31-13 IDENTIFIER SIGN.  IN TOP OF AND ABOUT 1/2-INCH NORTH OF
 AI3760'THE SOUTH CORNER OF THE NORTHWEST 1 OF 3 METAL GRATE RIMS, ON TOP OF
 AI3760'AN 8 X 10 X 6-FOOT DEEP CONCRETE CATCH BASIN WITH AN ASPHALT CAP.
 AI3760'NOTE--THE DATUM POINT IS A PUNCH MARK ON TOP OF A 2 X 4-FOOT METAL
 AI3760'GRATE HOLDER/RIM WITH 2 SMALL ARROWS POINTING TO THE DATUM POINT.
 AI3760'OWNERSHIP--TEXARKANA AIRPORT ATHORITY, TEXARKANA REGIONAL AIRPORT 201
 AI3760'AIRPORT DRIVE, TEXARKANA, AR-TX.  71854. AIRPORT DIRECTOR ROBERT L.
 AI3760'MCDANIEL, PHONE 870-774-2171 OR FAX 870-775-1269.  NOTE--CONTACT
 AI3760'AIRPORT DIRECTOR ON ARRIVAL WITH INTENTIONS.  TO REACH THE STATION
 AI3760'FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND STATE HIGHWAY 245 (EXIT
 AI3760'2) NEAR THE NORTHEAST EDGE OF TEXARKANA, GO SOUTH FOR 1.6 KM (1.00 MI)
 AI3760'ALONG HIGHWAY 245 TO THE INTERSECTION OF ARKANSAS BOULEVARD.  TURN
 AI3760'LEFT, EASTERLY, FOR 0.9 KM (0.55 MI) ALONG THE BOULEVARD TO THE
 AI3760'INTERSECTION OF U.S.  HIGHWAY 67.  CONTINUE SOUTHEAST, FOR 0.32 KM
 AI3760'(0.20 MI) CROSSING A RAILROAD TRACK AND ALONG AIRPORT CIRCLE TO THE
 AI3760'AIRPORT TERMINAL ON THE LEFT AND A GATE ON THE NORTH SIDE OF THE
 AI3760'BUILDING.  PASS THROUGH THE GATE, EAST, FOR 0.16 KM (0.10 MI) CROSSING
 AI3760'THE APRON TO TAXI B.  BEAR LEFT, NORTHEAST, ALONG TAXI B FOR 0.38 KM
 AI3760'(0.25 MI) CROSSING RUNWAY 13-31 TO THE STATION ON THE RIGHT, JUST EAST
 AI3760'OF THE RUNWAY SIGN.  STATION IS 22.8 M (74.8 FT) SOUTH-SOUTHEAST OF
 AI3760'THE TAXI B CENTERLINE NEAR TAXI LIGHT NUMBER C 39, 15.45 M (50.69 FT)
 AI3760'EAST OF THE (B 31-13) IDENTIFIER SIGN CENTER, AND THE STATION IS ABOUT
 AI3760'0.4 M (1.3 FT) BELOW THE TAXI LEVEL AND FLUSH WITH THE TOP OF THE
 AI3760'CATCH BASIN.  BY R.G. HAYES
 AI3760
 AI3760                          STATION RECOVERY (2002)
 AI3760
 AI3760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AI3760'RECOVERED AS DESCRIBED.
 AI3760' 
 AI3760'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2086 ***********************************************************************
 DK2086  DESIGNATION -  TYRE FIRE TOWER 4 UNIT 7
 DK2086  PID         -  DK2086
 DK2086  STATE/COUNTY-  AR/DREW
 DK2086  USGS QUAD   -  TYRO (1964)
 DK2086
 DK2086                         *CURRENT SURVEY CONTROL
 DK2086  ___________________________________________________________________
 DK2086* NAD 83(1997)-  33 46 51.70256(N)    091 44 49.68199(W)     ADJUSTED  
 DK2086* NAVD 88     -                                                        
 DK2086  ___________________________________________________________________
 DK2086  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DK2086  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 DK2086
 DK2086  HORZ ORDER  -  THIRD
 DK2086
 DK2086.The horizontal coordinates were established by classical geodetic methods
 DK2086.and adjusted by the National Geodetic Survey in September 1999..
 DK2086
 DK2086
 DK2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2086
 DK2086.The geoid height was determined by GEOID03.
 DK2086
 DK2086;                    North         East     Units Scale Factor Converg.
 DK2086;SPC AR S     -   523,625.194   423,419.048   MT  0.99992819   +0 08 29.5
 DK2086;SPC AR S     - 1,717,926.99  1,389,167.33   sFT  0.99992819   +0 08 29.5
 DK2086;UTM  15      - 3,738,582.526   615,999.057   MT  0.99976588   +0 41 48.1
 DK2086
 DK2086                          SUPERSEDED SURVEY CONTROL
 DK2086
 DK2086  NAD 83(1986)-  33 46 51.71183(N)    091 44 49.67669(W) AD(       ) 4
 DK2086  NAD 27      -  33 46 51.34300(N)    091 44 49.19600(W) AD(       ) 3
 DK2086
 DK2086.Superseded values are not recommended for survey control.
 DK2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2086.See file dsdata.txt to determine how the superseded data were derived.
 DK2086
 DK2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1599938583(NAD 83)
 DK2086_MARKER: 55 = TOWER
 DK2086_SETTING: 0 = UNSPECIFIED SETTING
 DK2086
 DK2086  HISTORY     - Date     Condition        Report By
 DK2086  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2086
 DK2086                          STATION DESCRIPTION
 DK2086
 DK2086'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0470 ***********************************************************************
 GE0470  DESIGNATION -  U 1
 GE0470  PID         -  GE0470
 GE0470  STATE/COUNTY-  AR/SHARP
 GE0470  USGS QUAD   -  RAVENDEN (1981)
 GE0470
 GE0470                         *CURRENT SURVEY CONTROL
 GE0470  ___________________________________________________________________
 GE0470* NAD 83(1986)-  36 14 58.     (N)    091 21 35.     (W)     SCALED    
 GE0470* NAVD 88     -        98.118  (meters)     321.91   (feet)  ADJUSTED  
 GE0470  ___________________________________________________________________
 GE0470  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GE0470  DYNAMIC HT  -          98.036 (meters)     321.64  (feet)  COMP
 GE0470  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GE0470
 GE0470  VERT ORDER  -  FIRST     CLASS II
 GE0470
 GE0470.The horizontal coordinates were scaled from a topographic map and have
 GE0470.an estimated accuracy of +/- 6 seconds.
 GE0470
 GE0470.The orthometric height was determined by differential leveling
 GE0470.and adjusted by the National Geodetic Survey in June 1991..
 GE0470
 GE0470.The geoid height was determined by GEOID03.
 GE0470
 GE0470.The dynamic height is computed by dividing the NAVD 88
 GE0470.geopotential number by the normal gravity value computed on the
 GE0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0470.degrees latitude (g = 980.6199 gals.).
 GE0470
 GE0470.The modeled gravity was interpolated from observed gravity values.
 GE0470
 GE0470;                    North         East    Units  Estimated Accuracy
 GE0470;SPC AR N     -   212,770.      457,550.      MT  (+/- 180 meters Scaled)
 GE0470
 GE0470                          SUPERSEDED SURVEY CONTROL
 GE0470
 GE0470  NGVD 29 (??/??/92)   98.015  (m)          321.57   (f) ADJ UNCH    1 2
 GE0470
 GE0470.Superseded values are not recommended for survey control.
 GE0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0470.See file dsdata.txt to determine how the superseded data were derived.
 GE0470
 GE0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA473128(NAD 83)
 GE0470_MARKER: DB = BENCH MARK DISK
 GE0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0470_STAMPING: 321.571 U 1 1928
 GE0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0470+STABILITY: SURFACE MOTION
 GE0470
 GE0470  HISTORY     - Date     Condition        Report By
 GE0470  HISTORY     - 1928     MONUMENTED       CGS
 GE0470  HISTORY     - 1944     GOOD             NGS
 GE0470  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0470
 GE0470                          STATION DESCRIPTION
 GE0470
 GE0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0470'0.2 MI W FROM WILLIFORD.
 GE0470'0.2 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0470'THE STATION AT WILLIFORD, AT THE NORTHWEST CORNER OF A ROAD
 GE0470'CROSSING, BETWEEN POLES 368/5 AND 368/6, 45 FEET NORTH OF THE
 GE0470'CENTERLINE OF THE MAIN TRACK, 26 FEET WEST OF THE HIGHWAY, AND
 GE0470'25 FEET NORTH OF NORTH RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A
 GE0470'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 GE0470
 GE0470                          STATION RECOVERY (1944)
 GE0470
 GE0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0470'RECOVERED IN GOOD CONDITION.
 GE0470
 GE0470                          STATION RECOVERY (1992)
 GE0470
 GE0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0470'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1123 ***********************************************************************
 FG1123  DESIGNATION -  U 100
 FG1123  PID         -  FG1123
 FG1123  STATE/COUNTY-  AR/CONWAY
 FG1123  USGS QUAD   -  CASA (1972)
 FG1123
 FG1123                         *CURRENT SURVEY CONTROL
 FG1123  ___________________________________________________________________
 FG1123* NAD 83(1986)-  35 06 50.     (N)    093 00 38.     (W)     SCALED    
 FG1123* NAVD 88     -       101.162  (meters)     331.90   (feet)  ADJUSTED  
 FG1123  ___________________________________________________________________
 FG1123  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FG1123  DYNAMIC HT  -         101.065 (meters)     331.58  (feet)  COMP
 FG1123  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 FG1123
 FG1123  VERT ORDER  -  SECOND    CLASS 0
 FG1123
 FG1123.The horizontal coordinates were scaled from a topographic map and have
 FG1123.an estimated accuracy of +/- 6 seconds.
 FG1123
 FG1123.The orthometric height was determined by differential leveling
 FG1123.and adjusted by the National Geodetic Survey in June 1991..
 FG1123
 FG1123.The geoid height was determined by GEOID03.
 FG1123
 FG1123.The dynamic height is computed by dividing the NAVD 88
 FG1123.geopotential number by the normal gravity value computed on the
 FG1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1123.degrees latitude (g = 980.6199 gals.).
 FG1123
 FG1123.The modeled gravity was interpolated from observed gravity values.
 FG1123
 FG1123;                    North         East    Units  Estimated Accuracy
 FG1123;SPC AR N     -    87,070.      307,880.      MT  (+/- 180 meters Scaled)
 FG1123
 FG1123                          SUPERSEDED SURVEY CONTROL
 FG1123
 FG1123  NGVD 29 (??/??/92)  101.164  (m)          331.90   (f) ADJ UNCH    2 0
 FG1123
 FG1123.Superseded values are not recommended for survey control.
 FG1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1123.See file dsdata.txt to determine how the superseded data were derived.
 FG1123
 FG1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU990856(NAD 83)
 FG1123_MARKER: DB = BENCH MARK DISK
 FG1123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1123_SP_SET: BRIDGE
 FG1123_STAMPING: U 100 1935 332 FT
 FG1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1123
 FG1123  HISTORY     - Date     Condition        Report By
 FG1123  HISTORY     - 1935     MONUMENTED       CGS
 FG1123  HISTORY     - 1959     GOOD             NGS
 FG1123
 FG1123                          STATION DESCRIPTION
 FG1123
 FG1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1123'18.2 MI W FROM OPPELO.
 FG1123'18.2 MILES WEST ALONG STATE HIGHWAY 154 FROM OPPELO, CONWAY COUNTY,
 FG1123'NEAR THE CENTER OF NW 1/4 SEC. 3, T 5 N, R 19 W, 590 FEET NORTH OF
 FG1123'COUNTS STORE IN VILLAGE OF PONTOON, 172 FEET SOUTH, 41 FEET EAST AND
 FG1123'7.8 FEET HIGHER THAN THE SOUTH END OF A CONCRETE BRIDGE OVER PETIT
 FG1123'JEAN CREEK.  A STANDARD DISK, STAMPED U 100 1935.  332 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1119 ***********************************************************************
 FG1119  DESIGNATION -  U 101
 FG1119  PID         -  FG1119
 FG1119  STATE/COUNTY-  AR/YELL
 FG1119  USGS QUAD   -  HOLLA BEND (1993)
 FG1119
 FG1119                         *CURRENT SURVEY CONTROL
 FG1119  ___________________________________________________________________
 FG1119* NAD 83(1986)-  35 08 01.     (N)    093 01 27.     (W)     SCALED    
 FG1119* NAVD 88     -        97.315  (meters)     319.27   (feet)  ADJUSTED  
 FG1119  ___________________________________________________________________
 FG1119  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 FG1119  DYNAMIC HT  -          97.222 (meters)     318.97  (feet)  COMP
 FG1119  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 FG1119
 FG1119  VERT ORDER  -  SECOND    CLASS 0
 FG1119
 FG1119.The horizontal coordinates were scaled from a topographic map and have
 FG1119.an estimated accuracy of +/- 6 seconds.
 FG1119
 FG1119.The orthometric height was determined by differential leveling
 FG1119.and adjusted by the National Geodetic Survey in June 1991..
 FG1119
 FG1119.The geoid height was determined by GEOID03.
 FG1119
 FG1119.The dynamic height is computed by dividing the NAVD 88
 FG1119.geopotential number by the normal gravity value computed on the
 FG1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1119.degrees latitude (g = 980.6199 gals.).
 FG1119
 FG1119.The modeled gravity was interpolated from observed gravity values.
 FG1119
 FG1119;                    North         East    Units  Estimated Accuracy
 FG1119;SPC AR N     -    89,270.      306,660.      MT  (+/- 180 meters Scaled)
 FG1119
 FG1119                          SUPERSEDED SURVEY CONTROL
 FG1119
 FG1119  NGVD 29 (??/??/92)   97.32   (m)          319.3    (f) COMPUTED    2 0
 FG1119
 FG1119.Superseded values are not recommended for survey control.
 FG1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1119.See file dsdata.txt to determine how the superseded data were derived.
 FG1119
 FG1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU977878(NAD 83)
 FG1119_MARKER: DB = BENCH MARK DISK
 FG1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1119_STAMPING: U-101 1935
 FG1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1119+STABILITY: SURFACE MOTION
 FG1119
 FG1119  HISTORY     - Date     Condition        Report By
 FG1119  HISTORY     - 1935     MONUMENTED       CGS
 FG1119
 FG1119                          STATION DESCRIPTION
 FG1119
 FG1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1119'2.1 MI S FROM REID FERRY.
 FG1119'2.1 MILES SOUTH OF, ALONG CARDEN BOTTOM ROAD, FROM SOUTH LANDING OF
 FG1119'REID FERRY.  360 FEET EAST OF LAKEVIEW SCHOOL. 92 FEET WEST OF
 FG1119'SOUTHWEST CORNER OF C. L. POTTS STORE. 60 FEET WEST OF HICKORY TREE, 3
 FG1119'FEET IN DIAMETER AT BASE. 27 FEET EAST OF CENTERLINE OF CARDEN BOTTOM
 FG1119'ROAD. 1.2 FEET NORTH OF FENCE LINE. TABLET SET IN PRECAST CONCRETE
 FG1119'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0976 ***********************************************************************
 EJ0976  DESIGNATION -  U 102
 EJ0976  PID         -  EJ0976
 EJ0976  STATE/COUNTY-  AR/YELL
 EJ0976  USGS QUAD   -  STEVE (1968)
 EJ0976
 EJ0976                         *CURRENT SURVEY CONTROL
 EJ0976  ___________________________________________________________________
 EJ0976* NAD 83(1986)-  34 52 17.     (N)    093 19 13.     (W)     SCALED    
 EJ0976* NAVD 88     -       207.381  (meters)     680.38   (feet)  ADJUSTED  
 EJ0976  ___________________________________________________________________
 EJ0976  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EJ0976  DYNAMIC HT  -         207.175 (meters)     679.71  (feet)  COMP
 EJ0976  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 EJ0976
 EJ0976  VERT ORDER  -  SECOND    CLASS 0
 EJ0976
 EJ0976.The horizontal coordinates were scaled from a topographic map and have
 EJ0976.an estimated accuracy of +/- 6 seconds.
 EJ0976
 EJ0976.The orthometric height was determined by differential leveling
 EJ0976.and adjusted by the National Geodetic Survey in June 1991..
 EJ0976
 EJ0976.The geoid height was determined by GEOID03.
 EJ0976
 EJ0976.The dynamic height is computed by dividing the NAVD 88
 EJ0976.geopotential number by the normal gravity value computed on the
 EJ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0976.degrees latitude (g = 980.6199 gals.).
 EJ0976
 EJ0976.The modeled gravity was interpolated from observed gravity values.
 EJ0976
 EJ0976;                    North         East    Units  Estimated Accuracy
 EJ0976;SPC AR N     -    60,500.      279,290.      MT  (+/- 180 meters Scaled)
 EJ0976
 EJ0976                          SUPERSEDED SURVEY CONTROL
 EJ0976
 EJ0976  NGVD 29 (??/??/92)  207.341  (m)          680.25   (f) ADJ UNCH    2 0
 EJ0976
 EJ0976.Superseded values are not recommended for survey control.
 EJ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0976.See file dsdata.txt to determine how the superseded data were derived.
 EJ0976
 EJ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU707588(NAD 83)
 EJ0976_MARKER: DB = BENCH MARK DISK
 EJ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0976_STAMPING: U 102 1935
 EJ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0976+STABILITY: SURFACE MOTION
 EJ0976
 EJ0976  HISTORY     - Date     Condition        Report By
 EJ0976  HISTORY     - 1935     MONUMENTED       CGS
 EJ0976  HISTORY     - 1965     GOOD             NGS
 EJ0976
 EJ0976                          STATION DESCRIPTION
 EJ0976
 EJ0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0976'IN STEVE.
 EJ0976'AT STEVE, YELL COUNTY, AT THE Y-INTERSECTION OF THE HOLLIS-ONYX AND
 EJ0976'THE PLAINVIEW ROADS, 250 FEET EAST OF A FORD ACROSS DANVILLE BRANCH,
 EJ0976'150 FEET EAST OF THE J.B. YATES FARMHOUSE, 25 FEET NORTH OF THE CENTER
 EJ0976'LINE OF THE HOLLIS-ONYX ROAD, AND 4.5 FEET NORTH OF A SOUTHEAST FENCE
 EJ0976'CORNER.  A STANDARD DISK, STAMPED U 102 1935 AND SET IN THE TOP OF A
 EJ0976'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0815 ***********************************************************************
 EJ0815  DESIGNATION -  U 104
 EJ0815  PID         -  EJ0815
 EJ0815  STATE/COUNTY-  AR/GARLAND
 EJ0815  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ0815
 EJ0815                         *CURRENT SURVEY CONTROL
 EJ0815  ___________________________________________________________________
 EJ0815* NAD 83(1986)-  34 34 39.     (N)    092 58 58.     (W)     SCALED    
 EJ0815* NAVD 88     -       172.895  (meters)     567.24   (feet)  ADJUSTED  
 EJ0815  ___________________________________________________________________
 EJ0815  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ0815  DYNAMIC HT  -         172.725 (meters)     566.68  (feet)  COMP
 EJ0815  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 EJ0815
 EJ0815  VERT ORDER  -  SECOND    CLASS 0
 EJ0815
 EJ0815.The horizontal coordinates were scaled from a topographic map and have
 EJ0815.an estimated accuracy of +/- 6 seconds.
 EJ0815
 EJ0815.The orthometric height was determined by differential leveling
 EJ0815.and adjusted by the National Geodetic Survey in June 1991..
 EJ0815
 EJ0815.The geoid height was determined by GEOID03.
 EJ0815
 EJ0815.The dynamic height is computed by dividing the NAVD 88
 EJ0815.geopotential number by the normal gravity value computed on the
 EJ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0815.degrees latitude (g = 980.6199 gals.).
 EJ0815
 EJ0815.The modeled gravity was interpolated from observed gravity values.
 EJ0815
 EJ0815;                    North         East    Units  Estimated Accuracy
 EJ0815;SPC AR S     -   612,370.      309,830.      MT  (+/- 180 meters Scaled)
 EJ0815
 EJ0815                          SUPERSEDED SURVEY CONTROL
 EJ0815
 EJ0815  NGVD 29 (??/??/92)  172.891  (m)          567.23   (f) ADJ UNCH    2 0
 EJ0815
 EJ0815.Superseded values are not recommended for survey control.
 EJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0815.See file dsdata.txt to determine how the superseded data were derived.
 EJ0815
 EJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU015261(NAD 83)
 EJ0815_MARKER: DB = BENCH MARK DISK
 EJ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0815_STAMPING: U 104 1935
 EJ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0815+STABILITY: SURFACE MOTION
 EJ0815
 EJ0815  HISTORY     - Date     Condition        Report By
 EJ0815  HISTORY     - 1935     MONUMENTED       CGS
 EJ0815  HISTORY     - 1935     GOOD             NGS
 EJ0815
 EJ0815                          STATION DESCRIPTION
 EJ0815
 EJ0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0815'6.6 MI NE FROM HOT SPRINGS.
 EJ0815'6.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE HOKE SMITH MONUMENT
 EJ0815'AT HOT SPRINGS, GARLAND COUNTY, AT THE JUNCTION OF STATE HIGHWAY 7,
 EJ0815'300 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 7, 175 FEET
 EJ0815'WEST OF A CONCRETE CULVERT UNDER U.S. HIGHWAY 70, 150 FEET SOUTHWEST
 EJ0815'OF THE SOUTHWEST CORNER OF A MARATHON SERVICE STATION, 57.6 FEET
 EJ0815'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 4.5 FEET NORTH OF AN
 EJ0815'18-INCH TWIN SWEET GUM TREE.  A STANDARD DISK, STAMPED U 104 1935 AND
 EJ0815'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1080 ***********************************************************************
 EJ1080  DESIGNATION -  U 105
 EJ1080  PID         -  EJ1080
 EJ1080  STATE/COUNTY-  AR/PERRY
 EJ1080  USGS QUAD   -  STEVE (1968)
 EJ1080
 EJ1080                         *CURRENT SURVEY CONTROL
 EJ1080  ___________________________________________________________________
 EJ1080* NAD 83(1986)-  34 48 55.     (N)    093 15 53.     (W)     SCALED    
 EJ1080* NAVD 88     -       237.621  (meters)     779.59   (feet)  ADJUSTED  
 EJ1080  ___________________________________________________________________
 EJ1080  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EJ1080  DYNAMIC HT  -         237.383 (meters)     778.81  (feet)  COMP
 EJ1080  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 EJ1080
 EJ1080  VERT ORDER  -  SECOND    CLASS 0
 EJ1080
 EJ1080.The horizontal coordinates were scaled from a topographic map and have
 EJ1080.an estimated accuracy of +/- 6 seconds.
 EJ1080
 EJ1080.The orthometric height was determined by differential leveling
 EJ1080.and adjusted by the National Geodetic Survey in June 1991..
 EJ1080
 EJ1080.The geoid height was determined by GEOID03.
 EJ1080
 EJ1080.The dynamic height is computed by dividing the NAVD 88
 EJ1080.geopotential number by the normal gravity value computed on the
 EJ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1080.degrees latitude (g = 980.6199 gals.).
 EJ1080
 EJ1080.The modeled gravity was interpolated from observed gravity values.
 EJ1080
 EJ1080;                    North         East    Units  Estimated Accuracy
 EJ1080;SPC AR N     -    54,210.      284,290.      MT  (+/- 180 meters Scaled)
 EJ1080
 EJ1080                          SUPERSEDED SURVEY CONTROL
 EJ1080
 EJ1080  NGVD 29 (??/??/92)  237.578  (m)          779.45   (f) ADJ UNCH    2 0
 EJ1080
 EJ1080.Superseded values are not recommended for survey control.
 EJ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1080.See file dsdata.txt to determine how the superseded data were derived.
 EJ1080
 EJ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU757525(NAD 83)
 EJ1080_MARKER: DB = BENCH MARK DISK
 EJ1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1080_STAMPING: U 105 1935
 EJ1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1080+STABILITY: SURFACE MOTION
 EJ1080
 EJ1080  HISTORY     - Date     Condition        Report By
 EJ1080  HISTORY     - 1935     MONUMENTED       CGS
 EJ1080  HISTORY     - 1965     GOOD             NGS
 EJ1080
 EJ1080                          STATION DESCRIPTION
 EJ1080
 EJ1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1080'2.0 MI E FROM GLADSTONE.
 EJ1080'IN PERRY COUNTY, 2.0 MILES EAST ALONG THE NORTH FORK ROAD FROM THE JOE
 EJ1080'TERRY LOG HOUSE AT GLADSTONE, GARLAND COUNTY, THENCE 6.4 MILES NORTH
 EJ1080'ALONG THE POTATO HILL ROAD.  0.6 MILE EAST OF A FORD ACROSS DRY FORK
 EJ1080'CREEK, AT THE JUNCTION OF THE DRY FORK ROAD, 100 FEET WEST OF THE
 EJ1080'SOUTHWEST CORNER OF A ONE-ROOM LOG HOUSE, 70 FEET SOUTHEAST OF A STONE
 EJ1080'CHIMNEY, AND 30 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 EJ1080'DISK, STAMPED U 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2187 ***********************************************************************
 EH2187  DESIGNATION -  U 108
 EH2187  PID         -  EH2187
 EH2187  STATE/COUNTY-  AR/PRAIRIE
 EH2187  USGS QUAD   -  CARLISLE (1994)
 EH2187
 EH2187                         *CURRENT SURVEY CONTROL
 EH2187  ___________________________________________________________________
 EH2187* NAD 83(1986)-  34 46 47.     (N)    091 40 04.     (W)     SCALED    
 EH2187* NAVD 88     -        72.680  (meters)     238.45   (feet)  ADJUSTED  
 EH2187  ___________________________________________________________________
 EH2187  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2187  DYNAMIC HT  -          72.612 (meters)     238.23  (feet)  COMP
 EH2187  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 EH2187
 EH2187  VERT ORDER  -  FIRST     CLASS II
 EH2187
 EH2187.The horizontal coordinates were scaled from a topographic map and have
 EH2187.an estimated accuracy of +/- 6 seconds.
 EH2187
 EH2187.The orthometric height was determined by differential leveling
 EH2187.and adjusted by the National Geodetic Survey in June 1991..
 EH2187
 EH2187.The geoid height was determined by GEOID03.
 EH2187
 EH2187.The dynamic height is computed by dividing the NAVD 88
 EH2187.geopotential number by the normal gravity value computed on the
 EH2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2187.degrees latitude (g = 980.6199 gals.).
 EH2187
 EH2187.The modeled gravity was interpolated from observed gravity values.
 EH2187
 EH2187;                    North         East    Units  Estimated Accuracy
 EH2187;SPC AR S     -   634,420.      430,410.      MT  (+/- 180 meters Scaled)
 EH2187
 EH2187                          SUPERSEDED SURVEY CONTROL
 EH2187
 EH2187  NGVD 29 (??/??/??)   72.692  (m)          238.49   (f) ADJUSTED    1 2
 EH2187
 EH2187.Superseded values are not recommended for survey control.
 EH2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2187.See file dsdata.txt to determine how the superseded data were derived.
 EH2187
 EH2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU218494(NAD 83)
 EH2187_MARKER: DB = BENCH MARK DISK
 EH2187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2187_SP_SET: FOUNDATION
 EH2187_STAMPING: U 108 1954
 EH2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2187
 EH2187  HISTORY     - Date     Condition        Report By
 EH2187  HISTORY     - 1954     MONUMENTED       CGS
 EH2187
 EH2187                          STATION DESCRIPTION
 EH2187
 EH2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2187'4.85 MI E FROM CARLISLE.
 EH2187'4.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2187'FROM THE STATION AT CARLISLE, THENCE 0.1 MILE SOUTH TO A FARMHOUSE,
 EH2187'THENCE 0.15 MILE SOUTHWEST ACROSS A FIELD, 38.4 FEET EAST OF A SMALL
 EH2187'PUMP HOUSE WHICH IS OVER AN IRRIGATION WELL.  29.7 FEET SOUTHEAST OF A
 EH2187'POWER POLE, 1.7 FEET ABOVE THE GROUND, AT WELL 48 (U.S.G.S.), SET IN
 EH2187'THE TOP OF THE WEST END OF AN ABANDONED 3X11 FOOT CONCRETE PUMP
 EH2187'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2007 ***********************************************************************
 EH2007  DESIGNATION -  U 109
 EH2007  PID         -  EH2007
 EH2007  STATE/COUNTY-  AR/PRAIRIE
 EH2007  USGS QUAD   -  DES ARC WEST (1994)
 EH2007
 EH2007                         *CURRENT SURVEY CONTROL
 EH2007  ___________________________________________________________________
 EH2007* NAD 83(1986)-  34 52 39.     (N)    091 33 56.     (W)     SCALED    
 EH2007* NAVD 88     -        56.470  (meters)     185.27   (feet)  ADJUSTED  
 EH2007  ___________________________________________________________________
 EH2007  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH2007  DYNAMIC HT  -          56.417 (meters)     185.09  (feet)  COMP
 EH2007  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 EH2007
 EH2007  VERT ORDER  -  FIRST     CLASS II
 EH2007
 EH2007.The horizontal coordinates were scaled from a topographic map and have
 EH2007.an estimated accuracy of +/- 6 seconds.
 EH2007
 EH2007.The orthometric height was determined by differential leveling
 EH2007.and adjusted by the National Geodetic Survey in June 1991..
 EH2007
 EH2007.The geoid height was determined by GEOID03.
 EH2007
 EH2007.The dynamic height is computed by dividing the NAVD 88
 EH2007.geopotential number by the normal gravity value computed on the
 EH2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2007.degrees latitude (g = 980.6199 gals.).
 EH2007
 EH2007.The modeled gravity was interpolated from observed gravity values.
 EH2007
 EH2007;                    North         East    Units  Estimated Accuracy
 EH2007;SPC AR S     -   645,300.      439,720.      MT  (+/- 180 meters Scaled)
 EH2007
 EH2007                          SUPERSEDED SURVEY CONTROL
 EH2007
 EH2007  NGVD 29 (??/??/??)   56.474  (m)          185.28   (f) ADJUSTED    1 2
 EH2007
 EH2007.Superseded values are not recommended for survey control.
 EH2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2007.See file dsdata.txt to determine how the superseded data were derived.
 EH2007
 EH2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU310603(NAD 83)
 EH2007_MARKER: DB = BENCH MARK DISK
 EH2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2007_STAMPING: U 109 1954
 EH2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2007+STABILITY: SURFACE MOTION
 EH2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2007+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH2007
 EH2007  HISTORY     - Date     Condition        Report By
 EH2007  HISTORY     - 1954     MONUMENTED       CGS
 EH2007  HISTORY     - 20030611 GOOD             USACE
 EH2007
 EH2007                          STATION DESCRIPTION
 EH2007
 EH2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2007'7.5 MI N FROM HAZEN.
 EH2007'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2007'THE STATION AT HAZEN, THENCE 6.8 MILES NORTH ALONG STATE HIGHWAY 11,
 EH2007'125 YARDS NORTH OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER
 EH2007'WATTENSAW CREEK 55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32
 EH2007'FEET NORTHWEST OF AN 18 INCH OAK TREE, 17 FEET NORTHEAST OF A 14 INCH
 EH2007'OAK TREE, 2 FEET EAST OF A FENCE, 2.6 FEET NORTH OF A WITNESS POST,
 EH2007'0.9 MILE SOUTH OF BENCH MARK W C E (ARK. GEOD. S.), 8 FEET BELOW THE
 EH2007'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EH2007'0.7 FOOT ABOVE THE GROUND.
 EH2007
 EH2007                          STATION RECOVERY (2003)
 EH2007
 EH2007'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0024 ***********************************************************************
 DL0024  DESIGNATION -  U 11
 DL0024  PID         -  DL0024
 DL0024  STATE/COUNTY-  AR/DALLAS
 DL0024  USGS QUAD   -  FORDYCE (1985)
 DL0024
 DL0024                         *CURRENT SURVEY CONTROL
 DL0024  ___________________________________________________________________
 DL0024* NAD 83(1986)-  33 48 45.     (N)    092 24 44.     (W)     SCALED    
 DL0024* NAVD 88     -        88.342  (meters)     289.84   (feet)  ADJUSTED  
 DL0024  ___________________________________________________________________
 DL0024  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0024  DYNAMIC HT  -          88.251 (meters)     289.54  (feet)  COMP
 DL0024  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
 DL0024
 DL0024  VERT ORDER  -  SECOND    CLASS 0
 DL0024
 DL0024.The horizontal coordinates were scaled from a topographic map and have
 DL0024.an estimated accuracy of +/- 6 seconds.
 DL0024
 DL0024.The orthometric height was determined by differential leveling
 DL0024.and adjusted by the National Geodetic Survey in June 1991..
 DL0024
 DL0024.The geoid height was determined by GEOID03.
 DL0024
 DL0024.The dynamic height is computed by dividing the NAVD 88
 DL0024.geopotential number by the normal gravity value computed on the
 DL0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0024.degrees latitude (g = 980.6199 gals.).
 DL0024
 DL0024.The modeled gravity was interpolated from observed gravity values.
 DL0024
 DL0024;                    North         East    Units  Estimated Accuracy
 DL0024;SPC AR S     -   527,160.      361,840.      MT  (+/- 180 meters Scaled)
 DL0024
 DL0024                          SUPERSEDED SURVEY CONTROL
 DL0024
 DL0024  NGVD 29 (??/??/92)   88.393  (m)          290.00   (f) ADJ UNCH    2 0
 DL0024
 DL0024.Superseded values are not recommended for survey control.
 DL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0024.See file dsdata.txt to determine how the superseded data were derived.
 DL0024
 DL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT543415(NAD 83)
 DL0024_MARKER: DB = BENCH MARK DISK
 DL0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0024_SP_SET: BUILDING
 DL0024_STAMPING: 290.118 U 11 1932
 DL0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0024+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 DL0024
 DL0024  HISTORY     - Date     Condition        Report By
 DL0024  HISTORY     - 1932     MONUMENTED       CGS
 DL0024  HISTORY     - 1935     GOOD             NGS
 DL0024  HISTORY     - 20060413 GOOD             ARHD
 DL0024
 DL0024                          STATION DESCRIPTION
 DL0024
 DL0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0024'IN FORDYCE.
 DL0024'AT FORDYCE, DALLAS COUNTY, ON THE SOUTHWEST SIDE OF THE POST OFFICE
 DL0024'BUILDING, 7.4 FEET SOUTHWEST OF A LAMPPOST, 2.8 FEET SOUTHEAST OF THE
 DL0024'SOUTHEAST SIDE OF THE ENTRANCE DOOR, 1.4 FEET NORTHWEST OF THE
 DL0024'NORTHWEST SIDE OF A WINDOW, AND 4.9 FEET ABOVE THE CONCRETE PORCH.  A
 DL0024'STANDARD DISK, STAMPED 290.118 U 11 1932 AND SET VERTICALLY.
 DL0024
 DL0024                          STATION RECOVERY (1935)
 DL0024
 DL0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DL0024'RECOVERED IN GOOD CONDITION.
 DL0024
 DL0024                          STATION RECOVERY (2006)
 DL0024
 DL0024'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (MSK)
 DL0024'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1900 ***********************************************************************
 EH1900  DESIGNATION -  U 110
 EH1900  PID         -  EH1900
 EH1900  STATE/COUNTY-  AR/PRAIRIE
 EH1900  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1900
 EH1900                         *CURRENT SURVEY CONTROL
 EH1900  ___________________________________________________________________
 EH1900* NAD 83(1986)-  34 59 21.     (N)    091 44 11.     (W)     SCALED    
 EH1900* NAVD 88     -        75.752  (meters)     248.53   (feet)  ADJUSTED  
 EH1900  ___________________________________________________________________
 EH1900  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1900  DYNAMIC HT  -          75.683 (meters)     248.30  (feet)  COMP
 EH1900  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 EH1900
 EH1900  VERT ORDER  -  FIRST     CLASS II
 EH1900
 EH1900.The horizontal coordinates were scaled from a topographic map and have
 EH1900.an estimated accuracy of +/- 6 seconds.
 EH1900
 EH1900.The orthometric height was determined by differential leveling
 EH1900.and adjusted by the National Geodetic Survey in June 1991..
 EH1900
 EH1900.The geoid height was determined by GEOID03.
 EH1900
 EH1900.The dynamic height is computed by dividing the NAVD 88
 EH1900.geopotential number by the normal gravity value computed on the
 EH1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1900.degrees latitude (g = 980.6199 gals.).
 EH1900
 EH1900.The modeled gravity was interpolated from observed gravity values.
 EH1900
 EH1900;                    North         East    Units  Estimated Accuracy
 EH1900;SPC AR S     -   657,640.      424,070.      MT  (+/- 180 meters Scaled)
 EH1900
 EH1900                          SUPERSEDED SURVEY CONTROL
 EH1900
 EH1900  NGVD 29 (??/??/??)   75.755  (m)          248.54   (f) ADJUSTED    1 2
 EH1900
 EH1900.Superseded values are not recommended for survey control.
 EH1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1900.See file dsdata.txt to determine how the superseded data were derived.
 EH1900
 EH1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU153725(NAD 83)
 EH1900_MARKER: DB = BENCH MARK DISK
 EH1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1900_STAMPING: U 110 1954
 EH1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1900+STABILITY: SURFACE MOTION
 EH1900
 EH1900  HISTORY     - Date     Condition        Report By
 EH1900  HISTORY     - 1954     MONUMENTED       CGS
 EH1900  HISTORY     - 1967     GOOD             CGS
 EH1900  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1900
 EH1900                          STATION DESCRIPTION
 EH1900
 EH1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1900'IN HICKORY PLAINS.
 EH1900'AT THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY PLAINS, 157
 EH1900'FEET SOUTH OF THE CENTER OF STATE HIGHEAY 38, 135 FEET SOUTHWEST OF
 EH1900'THE SOUTHWEST CORNER OF A GARAGE, 47 FEET EAST OF THE CENTER OF STATE
 EH1900'HIGHWAY 13, 13 FEET EAST OF A POWERLINE POLE, 11 FEET EAST OF A FENCE
 EH1900'CORNER, 10 FEET SOUTH OF A 6 INCH PINE TREE, 2 FEET NORTH OF A FENCE,
 EH1900'1.5 FEET NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND
 EH1900'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 EH1900
 EH1900                          STATION RECOVERY (2003)
 EH1900
 EH1900'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1862 ***********************************************************************
 EH1862  DESIGNATION -  U 111
 EH1862  PID         -  EH1862
 EH1862  STATE/COUNTY-  AR/LONOKE
 EH1862  USGS QUAD   -  WATTENSAW (1982)
 EH1862
 EH1862                         *CURRENT SURVEY CONTROL
 EH1862  ___________________________________________________________________
 EH1862* NAD 83(1986)-  34 55 22.     (N)    091 52 29.     (W)     SCALED    
 EH1862* NAVD 88     -        77.711  (meters)     254.96   (feet)  ADJUSTED  
 EH1862  ___________________________________________________________________
 EH1862  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH1862  DYNAMIC HT  -          77.639 (meters)     254.72  (feet)  COMP
 EH1862  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EH1862
 EH1862  VERT ORDER  -  FIRST     CLASS II
 EH1862
 EH1862.The horizontal coordinates were scaled from a topographic map and have
 EH1862.an estimated accuracy of +/- 6 seconds.
 EH1862
 EH1862.The orthometric height was determined by differential leveling
 EH1862.and adjusted by the National Geodetic Survey in June 1991..
 EH1862
 EH1862.The geoid height was determined by GEOID03.
 EH1862
 EH1862.The dynamic height is computed by dividing the NAVD 88
 EH1862.geopotential number by the normal gravity value computed on the
 EH1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1862.degrees latitude (g = 980.6199 gals.).
 EH1862
 EH1862.The modeled gravity was interpolated from observed gravity values.
 EH1862
 EH1862;                    North         East    Units  Estimated Accuracy
 EH1862;SPC AR S     -   650,250.      411,450.      MT  (+/- 180 meters Scaled)
 EH1862
 EH1862                          SUPERSEDED SURVEY CONTROL
 EH1862
 EH1862  NGVD 29 (??/??/??)   77.717  (m)          254.98   (f) ADJUSTED    1 2
 EH1862
 EH1862.Superseded values are not recommended for survey control.
 EH1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1862.See file dsdata.txt to determine how the superseded data were derived.
 EH1862
 EH1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU027650(NAD 83)
 EH1862_MARKER: DB = BENCH MARK DISK
 EH1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1862_STAMPING: U 111 1955
 EH1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1862+STABILITY: SURFACE MOTION
 EH1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1862+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 EH1862
 EH1862  HISTORY     - Date     Condition        Report By
 EH1862  HISTORY     - 1955     MONUMENTED       CGS
 EH1862  HISTORY     - 1967     GOOD             CGS
 EH1862  HISTORY     - 1990     GOOD             USPSQD
 EH1862  HISTORY     - 20020606 GOOD             USACE
 EH1862
 EH1862                          STATION DESCRIPTION
 EH1862
 EH1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1862'10.2 MI N FROM LONOKE.
 EH1862'IT IS 10.2 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK
 EH1862'ISLAND AND PACIFIC RAILROAD STATION IN LONOKE, 170 FEET EAST OF THE
 EH1862'NORTHEAST CORNER OF THE ABANDONED WOODLAWN SCHOOL, 72 FEET WEST OF THE
 EH1862'CENTER OF THE HIGHWAY, 43 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 EH1862'LEADING TO THE SCHOOL, 1 FOOT SOUTH OF A METAL WITNESS POST AND SET IN
 EH1862'THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 EH1862
 EH1862                          STATION RECOVERY (1990)
 EH1862
 EH1862'RECOVERY NOTE BY US POWER SQUADRON 1990 (JC)
 EH1862'RECOVERED IN GOOD CONDITION.
 EH1862
 EH1862                          STATION RECOVERY (2002)
 EH1862
 EH1862'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1630 ***********************************************************************
 EH1630  DESIGNATION -  U 112
 EH1630  PID         -  EH1630
 EH1630  STATE/COUNTY-  AR/ARKANSAS
 EH1630  USGS QUAD   -  LODGE CORNER (1968)
 EH1630
 EH1630                         *CURRENT SURVEY CONTROL
 EH1630  ___________________________________________________________________
 EH1630* NAD 83(1986)-  34 16 58.     (N)    091 31 41.     (W)     SCALED    
 EH1630* NAVD 88     -        56.977  (meters)     186.93   (feet)  ADJUSTED  
 EH1630  ___________________________________________________________________
 EH1630  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EH1630  DYNAMIC HT  -          56.922 (meters)     186.75  (feet)  COMP
 EH1630  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EH1630
 EH1630  VERT ORDER  -  FIRST     CLASS II
 EH1630
 EH1630.The horizontal coordinates were scaled from a topographic map and have
 EH1630.an estimated accuracy of +/- 6 seconds.
 EH1630
 EH1630.The orthometric height was determined by differential leveling
 EH1630.and adjusted by the National Geodetic Survey in August 1993..
 EH1630
 EH1630.The geoid height was determined by GEOID03.
 EH1630
 EH1630.The dynamic height is computed by dividing the NAVD 88
 EH1630.geopotential number by the normal gravity value computed on the
 EH1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1630.degrees latitude (g = 980.6199 gals.).
 EH1630
 EH1630.The modeled gravity was interpolated from observed gravity values.
 EH1630
 EH1630;                    North         East    Units  Estimated Accuracy
 EH1630;SPC AR S     -   579,350.      443,450.      MT  (+/- 180 meters Scaled)
 EH1630
 EH1630                          SUPERSEDED SURVEY CONTROL
 EH1630
 EH1630  NAVD 88 (06/15/91)   57.026  (m)          187.09   (f) UNKNOWN     1 2
 EH1630  NGVD 29 (??/??/??)   57.046  (m)          187.16   (f) ADJUSTED    1 2
 EH1630
 EH1630.Superseded values are not recommended for survey control.
 EH1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1630.See file dsdata.txt to determine how the superseded data were derived.
 EH1630
 EH1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT354944(NAD 83)
 EH1630_MARKER: DB = BENCH MARK DISK
 EH1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1630_STAMPING: U 112 1954
 EH1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1630+STABILITY: SURFACE MOTION
 EH1630
 EH1630  HISTORY     - Date     Condition        Report By
 EH1630  HISTORY     - 1954     MONUMENTED       CGS
 EH1630  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1630
 EH1630                          STATION DESCRIPTION
 EH1630
 EH1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1630'1.0 MI S FROM LODGES CORNER.
 EH1630'1.0 MILE SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LODGES
 EH1630'CORNER, 35 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 30
 EH1630'FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 6 FEET SOUTH OF
 EH1630'A FENCE CORNER, 2 FEET EAST OF A NORTH AND SOUTH FENCE, 2 FEET EAST OF
 EH1630'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 EH1630'FOOT ABOVE THE GROUND.
 EH1630
 EH1630                          STATION RECOVERY (1965)
 EH1630
 EH1630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EH1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1353 ***********************************************************************
 EH1353  DESIGNATION -  U 114
 EH1353  PID         -  EH1353
 EH1353  STATE/COUNTY-  AR/ARKANSAS
 EH1353  USGS QUAD   -  DE WITT SW (1968)
 EH1353
 EH1353                         *CURRENT SURVEY CONTROL
 EH1353  ___________________________________________________________________
 EH1353* NAD 83(1986)-  34 18 47.     (N)    091 24 39.     (W)     SCALED    
 EH1353* NAVD 88     -        59.699  (meters)     195.86   (feet)  ADJUSTED  
 EH1353  ___________________________________________________________________
 EH1353  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH1353  DYNAMIC HT  -          59.641 (meters)     195.67  (feet)  COMP
 EH1353  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 EH1353
 EH1353  VERT ORDER  -  FIRST     CLASS II
 EH1353
 EH1353.The horizontal coordinates were scaled from a topographic map and have
 EH1353.an estimated accuracy of +/- 6 seconds.
 EH1353
 EH1353.The orthometric height was determined by differential leveling
 EH1353.and adjusted by the National Geodetic Survey in August 1993..
 EH1353
 EH1353.The geoid height was determined by GEOID03.
 EH1353
 EH1353.The dynamic height is computed by dividing the NAVD 88
 EH1353.geopotential number by the normal gravity value computed on the
 EH1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1353.degrees latitude (g = 980.6199 gals.).
 EH1353
 EH1353.The modeled gravity was interpolated from observed gravity values.
 EH1353
 EH1353;                    North         East    Units  Estimated Accuracy
 EH1353;SPC AR S     -   582,760.      454,230.      MT  (+/- 180 meters Scaled)
 EH1353
 EH1353                          SUPERSEDED SURVEY CONTROL
 EH1353
 EH1353  NAVD 88 (06/15/91)   59.762  (m)          196.07   (f) UNKNOWN     1 2
 EH1353  NGVD 29 (??/??/??)   59.770  (m)          196.10   (f) ADJUSTED    1 2
 EH1353
 EH1353.Superseded values are not recommended for survey control.
 EH1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1353.See file dsdata.txt to determine how the superseded data were derived.
 EH1353
 EH1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT462980(NAD 83)
 EH1353_MARKER: DB = BENCH MARK DISK
 EH1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1353_STAMPING: U 114 1954
 EH1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1353+STABILITY: SURFACE MOTION
 EH1353
 EH1353  HISTORY     - Date     Condition        Report By
 EH1353  HISTORY     - 1954     MONUMENTED       CGS
 EH1353  HISTORY     - 20030521 MARK NOT FOUND   USACE
 EH1353
 EH1353                          STATION DESCRIPTION
 EH1353
 EH1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1353'4.9 MI NW FROM DEWITT.
 EH1353'4.9 MILES NORTHWEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 EH1353'THE STATION AT DEWITT, 1.0 MILE NORTHWEST OF THE STATION SIGN AT BURKS
 EH1353'SIDING, 4 POLES SOUTH OF MILEPOST 251, 42 FEET WEST OF THE WEST RAIL,
 EH1353'4.5 FEET WEST OF A TELEPHONE POLE, 4 FEET EAST OF A FENCE, 4.8 FEET
 EH1353'WEST OF A WITNESS POST, 1.0 MILE SOUTH OF BENCH MARK J 57, SET IN THE
 EH1353'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1353
 EH1353                          STATION RECOVERY (2003)
 EH1353
 EH1353'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1380 ***********************************************************************
 EH1380  DESIGNATION -  U 115
 EH1380  PID         -  EH1380
 EH1380  STATE/COUNTY-  AR/ARKANSAS
 EH1380  USGS QUAD   -  DE WITT (1968)
 EH1380
 EH1380                         *CURRENT SURVEY CONTROL
 EH1380  ___________________________________________________________________
 EH1380* NAD 83(1986)-  34 17 54.     (N)    091 20 58.     (W)     SCALED    
 EH1380* NAVD 88     -        56.332  (meters)     184.82   (feet)  ADJUSTED  
 EH1380  ___________________________________________________________________
 EH1380  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH1380  DYNAMIC HT  -          56.277 (meters)     184.64  (feet)  COMP
 EH1380  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 EH1380
 EH1380  VERT ORDER  -  FIRST     CLASS II
 EH1380
 EH1380.The horizontal coordinates were scaled from a topographic map and have
 EH1380.an estimated accuracy of +/- 6 seconds.
 EH1380
 EH1380.The orthometric height was determined by differential leveling
 EH1380.and adjusted by the National Geodetic Survey in August 1993..
 EH1380.WARNING-Repeat measurements at this control monument indicate possible
 EH1380.vertical movement.
 EH1380
 EH1380.The geoid height was determined by GEOID03.
 EH1380
 EH1380.The dynamic height is computed by dividing the NAVD 88
 EH1380.geopotential number by the normal gravity value computed on the
 EH1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1380.degrees latitude (g = 980.6199 gals.).
 EH1380
 EH1380.The modeled gravity was interpolated from observed gravity values.
 EH1380
 EH1380;                    North         East    Units  Estimated Accuracy
 EH1380;SPC AR S     -   581,160.      459,890.      MT  (+/- 180 meters Scaled)
 EH1380
 EH1380                          SUPERSEDED SURVEY CONTROL
 EH1380
 EH1380  NAVD 88 (06/15/91)   56.290  (m)          184.68   (f) UNKNOWN     1 2
 EH1380  NGVD 29 (??/??/??)   56.358  (m)          184.90   (f) ADJUSTED    1 2
 EH1380
 EH1380.Superseded values are not recommended for survey control.
 EH1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1380.See file dsdata.txt to determine how the superseded data were derived.
 EH1380
 EH1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT518964(NAD 83)
 EH1380_MARKER: DB = BENCH MARK DISK
 EH1380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1380_SP_SET: CULVERT
 EH1380_STAMPING: U 115 1954
 EH1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1380+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 EH1380
 EH1380  HISTORY     - Date     Condition        Report By
 EH1380  HISTORY     - 1954     MONUMENTED       CGS
 EH1380  HISTORY     - 1976     GOOD             NGS
 EH1380  HISTORY     - 20030414 GOOD             USACE
 EH1380
 EH1380                          STATION DESCRIPTION
 EH1380
 EH1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1380'1.0 MI W FROM DEWITT.
 EH1380'1.0 MILE WEST ALONG STATE HIGHWAY 152 FROM THE COURTHOUSE AT DEWITT,
 EH1380'0.45 MILE WEST OF THE HIGH SCHOOL, 18 FEET NORTH OF THE CENTER LINE OF
 EH1380'THE HIGHWAY, 20 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD
 EH1380'LEADING SOUTH, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF
 EH1380'A CONCRETE PIPE CULVERT.
 EH1380
 EH1380                          STATION RECOVERY (1976)
 EH1380
 EH1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1380'RECOVERED IN GOOD CONDITION.
 EH1380
 EH1380                          STATION RECOVERY (2003)
 EH1380
 EH1380'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1498 ***********************************************************************
 EH1498  DESIGNATION -  U 116
 EH1498  PID         -  EH1498
 EH1498  STATE/COUNTY-  AR/ARKANSAS
 EH1498  USGS QUAD   -  GILLETT (1972)
 EH1498
 EH1498                         *CURRENT SURVEY CONTROL
 EH1498  ___________________________________________________________________
 EH1498* NAD 83(1986)-  34 03 10.     (N)    091 22 55.     (W)     SCALED    
 EH1498* NAVD 88     -        55.949  (meters)     183.56   (feet)  ADJUSTED  
 EH1498  ___________________________________________________________________
 EH1498  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH1498  DYNAMIC HT  -          55.894 (meters)     183.38  (feet)  COMP
 EH1498  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 EH1498
 EH1498  VERT ORDER  -  FIRST     CLASS II
 EH1498
 EH1498.The horizontal coordinates were scaled from a topographic map and have
 EH1498.an estimated accuracy of +/- 6 seconds.
 EH1498
 EH1498.The orthometric height was determined by differential leveling
 EH1498.and adjusted by the National Geodetic Survey in June 1991..
 EH1498
 EH1498.The geoid height was determined by GEOID03.
 EH1498
 EH1498.The dynamic height is computed by dividing the NAVD 88
 EH1498.geopotential number by the normal gravity value computed on the
 EH1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1498.degrees latitude (g = 980.6199 gals.).
 EH1498
 EH1498.The modeled gravity was interpolated from observed gravity values.
 EH1498
 EH1498;                    North         East    Units  Estimated Accuracy
 EH1498;SPC AR S     -   553,910.      457,060.      MT  (+/- 180 meters Scaled)
 EH1498
 EH1498                          SUPERSEDED SURVEY CONTROL
 EH1498
 EH1498  NGVD 29 (??/??/??)   56.086  (m)          184.01   (f) ADJUSTED    1 2
 EH1498
 EH1498.Superseded values are not recommended for survey control.
 EH1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1498.See file dsdata.txt to determine how the superseded data were derived.
 EH1498
 EH1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT493691(NAD 83)
 EH1498_MARKER: DB = BENCH MARK DISK
 EH1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1498_STAMPING: U 116 1955
 EH1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1498+STABILITY: SURFACE MOTION
 EH1498
 EH1498  HISTORY     - Date     Condition        Report By
 EH1498  HISTORY     - 1955     MONUMENTED       CGS
 EH1498  HISTORY     - 1972     MARK NOT FOUND   USGS
 EH1498
 EH1498                          STATION DESCRIPTION
 EH1498
 EH1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1498'4.8 MI S FROM GILLETT.
 EH1498'4.2 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1498'SOUTHWESTERN RAILROAD STATION AT GILLETT, THENCE 0.5 MILE WEST ALONG A
 EH1498'GRADED DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD, 53
 EH1498'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE SHEET METAL
 EH1498'BUILDING, 54 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF
 EH1498'A POWER POLE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 EH1498'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH1498
 EH1498                          STATION RECOVERY (1972)
 EH1498
 EH1498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EH1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0877 ***********************************************************************
 DK0877  DESIGNATION -  U 117
 DK0877  PID         -  DK0877
 DK0877  STATE/COUNTY-  AR/DESHA
 DK0877  USGS QUAD   -  DUMAS (1969)
 DK0877
 DK0877                         *CURRENT SURVEY CONTROL
 DK0877  ___________________________________________________________________
 DK0877* NAD 83(1986)-  33 54 36.     (N)    091 25 03.     (W)     SCALED    
 DK0877* NAVD 88     -        46.009  (meters)     150.95   (feet)  ADJUSTED  
 DK0877  ___________________________________________________________________
 DK0877  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DK0877  DYNAMIC HT  -          45.963 (meters)     150.80  (feet)  COMP
 DK0877  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 DK0877
 DK0877  VERT ORDER  -  FIRST     CLASS II
 DK0877
 DK0877.The horizontal coordinates were scaled from a topographic map and have
 DK0877.an estimated accuracy of +/- 6 seconds.
 DK0877
 DK0877.The orthometric height was determined by differential leveling
 DK0877.and adjusted by the National Geodetic Survey in June 1991..
 DK0877
 DK0877.The geoid height was determined by GEOID03.
 DK0877
 DK0877.The dynamic height is computed by dividing the NAVD 88
 DK0877.geopotential number by the normal gravity value computed on the
 DK0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0877.degrees latitude (g = 980.6199 gals.).
 DK0877
 DK0877.The modeled gravity was interpolated from observed gravity values.
 DK0877
 DK0877;                    North         East    Units  Estimated Accuracy
 DK0877;SPC AR S     -   538,050.      453,870.      MT  (+/- 180 meters Scaled)
 DK0877
 DK0877                          SUPERSEDED SURVEY CONTROL
 DK0877
 DK0877  NGVD 29 (??/??/??)   46.142  (m)          151.38   (f) ADJUSTED    1 2
 DK0877
 DK0877.Superseded values are not recommended for survey control.
 DK0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0877.See file dsdata.txt to determine how the superseded data were derived.
 DK0877
 DK0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT463533(NAD 83)
 DK0877_MARKER: DB = BENCH MARK DISK
 DK0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0877_SP_SET: CULVERT
 DK0877_STAMPING: U 117 1955
 DK0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0877
 DK0877  HISTORY     - Date     Condition        Report By
 DK0877  HISTORY     - 1955     MONUMENTED       CGS
 DK0877  HISTORY     - 1976     GOOD             NGS
 DK0877  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK0877
 DK0877                          STATION DESCRIPTION
 DK0877
 DK0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0877'5.3 MI NE FROM DUMAS.
 DK0877'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT
 DK0877'DUMAS, 263 FEET SOUTH OF THE CENTER OF AN INTERSECTION WITH AN EAST
 DK0877'AND WEST DIRT ROAD, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4
 DK0877'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END
 DK0877'OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 DK0877
 DK0877                          STATION RECOVERY (1976)
 DK0877
 DK0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0877'RECOVERED IN GOOD CONDITION.
 DK0877
 DK0877                          STATION RECOVERY (1984)
 DK0877
 DK0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0877'NOT RECOVERED THIS DATE, STEM OF DISK FOUND IN HEADWALL, DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1383 ***********************************************************************
 DK1383  DESIGNATION -  U 12
 DK1383  PID         -  DK1383
 DK1383  STATE/COUNTY-  AR/ASHLEY
 DK1383  USGS QUAD   -  MIST (1960)
 DK1383
 DK1383                         *CURRENT SURVEY CONTROL
 DK1383  ___________________________________________________________________
 DK1383* NAD 83(1986)-  33 16 03.     (N)    091 42 29.     (W)     SCALED    
 DK1383* NAVD 88     -        54.792  (meters)     179.76   (feet)  ADJUSTED  
 DK1383  ___________________________________________________________________
 DK1383  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DK1383  DYNAMIC HT  -          54.734 (meters)     179.57  (feet)  COMP
 DK1383  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 DK1383
 DK1383  VERT ORDER  -  SECOND    CLASS 0
 DK1383
 DK1383.The horizontal coordinates were scaled from a topographic map and have
 DK1383.an estimated accuracy of +/- 6 seconds.
 DK1383
 DK1383.The orthometric height was determined by differential leveling
 DK1383.and adjusted by the National Geodetic Survey in June 1991..
 DK1383
 DK1383.The geoid height was determined by GEOID03.
 DK1383
 DK1383.The dynamic height is computed by dividing the NAVD 88
 DK1383.geopotential number by the normal gravity value computed on the
 DK1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1383.degrees latitude (g = 980.6199 gals.).
 DK1383
 DK1383.The modeled gravity was interpolated from observed gravity values.
 DK1383
 DK1383;                    North         East    Units  Estimated Accuracy
 DK1383;SPC AR S     -   466,680.      427,200.      MT  (+/- 180 meters Scaled)
 DK1383
 DK1383                          SUPERSEDED SURVEY CONTROL
 DK1383
 DK1383  NGVD 29 (??/??/??)   54.880  (m)          180.05   (f) ADJUSTED    2 0
 DK1383
 DK1383.Superseded values are not recommended for survey control.
 DK1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1383.See file dsdata.txt to determine how the superseded data were derived.
 DK1383
 DK1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS203816(NAD 83)
 DK1383_MARKER: DB = BENCH MARK DISK
 DK1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1383_STAMPING: 180.039 U 12 1932
 DK1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1383+STABILITY: SURFACE MOTION
 DK1383
 DK1383  HISTORY     - Date     Condition        Report By
 DK1383  HISTORY     - 1932     MONUMENTED       CGS
 DK1383  HISTORY     - 1934     GOOD             CGS
 DK1383
 DK1383                          STATION DESCRIPTION
 DK1383
 DK1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1383'1 MI SW FROM MIST.
 DK1383'1 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM MIST, ASHLEY
 DK1383'COUNTY, 7 FEET EAST OF MILEPOST 457, AT A ROAD CROSSING, 29 FEET WEST
 DK1383'OF THE CENTERLINE OF THE ROAD, 53 FEET SOUTHEAST OF THE CENTERLINE OF
 DK1383'U. S. HIGHWAY 82, AND 27 FEET NORTHWEST OF THE CENTERLINE OF THE
 DK1383'TRACK.  A STANDARD DISK, STAMPED 180.039 U 12 1932 AND SET IN THE TOP
 DK1383'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0276 ***********************************************************************
 DL0276  DESIGNATION -  U 121
 DL0276  PID         -  DL0276
 DL0276  STATE/COUNTY-  AR/UNION
 DL0276  USGS QUAD   -  CALION (1978)
 DL0276
 DL0276                         *CURRENT SURVEY CONTROL
 DL0276  ___________________________________________________________________
 DL0276* NAD 83(1986)-  33 17 22.     (N)    092 35 59.     (W)     SCALED    
 DL0276* NAVD 88     -        53.435  (meters)     175.31   (feet)  ADJUSTED  
 DL0276  ___________________________________________________________________
 DL0276  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0276  DYNAMIC HT  -          53.378 (meters)     175.12  (feet)  COMP
 DL0276  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 DL0276
 DL0276  VERT ORDER  -  FIRST     CLASS II
 DL0276
 DL0276.The horizontal coordinates were scaled from a topographic map and have
 DL0276.an estimated accuracy of +/- 6 seconds.
 DL0276
 DL0276.The orthometric height was determined by differential leveling
 DL0276.and adjusted by the National Geodetic Survey in June 1991..
 DL0276
 DL0276.The geoid height was determined by GEOID03.
 DL0276
 DL0276.The dynamic height is computed by dividing the NAVD 88
 DL0276.geopotential number by the normal gravity value computed on the
 DL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0276.degrees latitude (g = 980.6199 gals.).
 DL0276
 DL0276.The modeled gravity was interpolated from observed gravity values.
 DL0276
 DL0276;                    North         East    Units  Estimated Accuracy
 DL0276;SPC AR S     -   469,240.      344,140.      MT  (+/- 180 meters Scaled)
 DL0276
 DL0276                          SUPERSEDED SURVEY CONTROL
 DL0276
 DL0276  NGVD 29 (??/??/92)   53.475  (m)          175.44   (f) ADJ UNCH    1 2
 DL0276
 DL0276.Superseded values are not recommended for survey control.
 DL0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0276.See file dsdata.txt to determine how the superseded data were derived.
 DL0276
 DL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS372834(NAD 83)
 DL0276_MARKER: DB = BENCH MARK DISK
 DL0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0276_STAMPING: U 121 1934
 DL0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0276+STABILITY: SURFACE MOTION
 DL0276
 DL0276  HISTORY     - Date     Condition        Report By
 DL0276  HISTORY     - 1934     MONUMENTED       CGS
 DL0276  HISTORY     - 1960     GOOD             NGS
 DL0276  HISTORY     - 1964     GOOD             NGS
 DL0276  HISTORY     - 20050616 MARK NOT FOUND   ARHD
 DL0276
 DL0276                          STATION DESCRIPTION
 DL0276
 DL0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0276'4.95 MI SW FROM CALION.
 DL0276'ABOUT 0.4 MILE WEST-NORTHWEST ALONG AN ASPHALT ROAD FROM THE CHICAGO,
 DL0276'ROCK ISLAND AND PACIFIC RAILROAD STATION AT CALION, THENCE 4.3 MILES
 DL0276'SOUTHWEST ALONG U.S. HIGHWAY 167 TO THE KOZY KITCHEN CAFE, THENCE 0.25
 DL0276'MILE EAST ALONG AN ABANDONED WOODS ROAD TO THE CHICAGO, ROCK ISLAND
 DL0276'AND PACIFIC RAILROAD, IN SECTION 36, T 16 S, R 15 W, 4 1/2 FEET
 DL0276'SOUTHWEST OF THE 4TH TELEPHONE POLE SOUTHWEST OF MILEPOLE 93, 4 1/2
 DL0276'RAILS NORTHWEST OF THE CENTER OF THE ABONDONED ROAD CROSSING, IN LINE
 DL0276'WITH A ROW OF TELEPHONE POLES, 37 FEET NORTHWEST OF THE CENTER OF THE
 DL0276'NORTHWEST RAIL, ABOUT 4 FEET BELOW THE RAILS, AND IN THE TOP OF A
 DL0276'CONCRETE POST PROJECTING 6 INCHES.
 DL0276
 DL0276                          STATION RECOVERY (1964)
 DL0276
 DL0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0276'RECOVERED IN GOOD CONDITION.
 DL0276
 DL0276                          STATION RECOVERY (2005)
 DL0276
 DL0276'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (TS)
 DL0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0731 ***********************************************************************
 FG0731  DESIGNATION -  U 125
 FG0731  PID         -  FG0731
 FG0731  STATE/COUNTY-  AR/NEWTON
 FG0731  USGS QUAD   -  MT JUDEA (1980)
 FG0731
 FG0731                         *CURRENT SURVEY CONTROL
 FG0731  ___________________________________________________________________
 FG0731* NAD 83(1986)-  35 53 30.     (N)    093 00 19.     (W)     SCALED    
 FG0731* NAVD 88     -       273.952  (meters)     898.79   (feet)  ADJUSTED  
 FG0731  ___________________________________________________________________
 FG0731  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FG0731  DYNAMIC HT  -         273.695 (meters)     897.95  (feet)  COMP
 FG0731  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FG0731
 FG0731  VERT ORDER  -  SECOND    CLASS 0
 FG0731
 FG0731.The horizontal coordinates were scaled from a topographic map and have
 FG0731.an estimated accuracy of +/- 6 seconds.
 FG0731
 FG0731.The orthometric height was determined by differential leveling
 FG0731.and adjusted by the National Geodetic Survey in June 1991..
 FG0731
 FG0731.The geoid height was determined by GEOID03.
 FG0731
 FG0731.The dynamic height is computed by dividing the NAVD 88
 FG0731.geopotential number by the normal gravity value computed on the
 FG0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0731.degrees latitude (g = 980.6199 gals.).
 FG0731
 FG0731.The modeled gravity was interpolated from observed gravity values.
 FG0731
 FG0731;                    North         East    Units  Estimated Accuracy
 FG0731;SPC AR N     -   173,350.      309,240.      MT  (+/- 180 meters Scaled)
 FG0731
 FG0731                          SUPERSEDED SURVEY CONTROL
 FG0731
 FG0731  NGVD 29 (??/??/92)  273.849  (m)          898.45   (f) ADJ UNCH    2 0
 FG0731
 FG0731.Superseded values are not recommended for survey control.
 FG0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0731.See file dsdata.txt to determine how the superseded data were derived.
 FG0731
 FG0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV995719(NAD 83)
 FG0731_MARKER: DB = BENCH MARK DISK
 FG0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0731_STAMPING: U 125 1935
 FG0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0731+STABILITY: SURFACE MOTION
 FG0731
 FG0731  HISTORY     - Date     Condition        Report By
 FG0731  HISTORY     - 1935     MONUMENTED       CGS
 FG0731
 FG0731                          STATION DESCRIPTION
 FG0731
 FG0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0731'IN BASS.
 FG0731'AT BASS, NEWTON COUNTY, 24 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FG0731'THE BOLIN RESIDENCE, 100 FEET SOUTH OF THE POST OFFICE, 47 FEET
 FG0731'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTHWEST OF AN EAST
 FG0731'FENCE CORNER, AND 4 1/2 FEET NORTHEAST OF A 20-INCH SPRUCE TREE.  A
 FG0731'STANDARD DISK, STAMPED U 125 1935 AND SET IN THE TOP OF A CONCRETE
 FG0731'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0941 ***********************************************************************
 FG0941  DESIGNATION -  U 126
 FG0941  PID         -  FG0941
 FG0941  STATE/COUNTY-  AR/POPE
 FG0941  USGS QUAD   -  SIMPSON (1980)
 FG0941
 FG0941                         *CURRENT SURVEY CONTROL
 FG0941  ___________________________________________________________________
 FG0941* NAD 83(1986)-  35 32 18.     (N)    093 07 06.     (W)     SCALED    
 FG0941* NAVD 88     -       408.205  (meters)    1339.25   (feet)  ADJUSTED  
 FG0941  ___________________________________________________________________
 FG0941  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FG0941  DYNAMIC HT  -         407.812 (meters)    1337.96  (feet)  COMP
 FG0941  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 FG0941
 FG0941  VERT ORDER  -  SECOND    CLASS 0
 FG0941
 FG0941.The horizontal coordinates were scaled from a topographic map and have
 FG0941.an estimated accuracy of +/- 6 seconds.
 FG0941
 FG0941.The orthometric height was determined by differential leveling
 FG0941.and adjusted by the National Geodetic Survey in June 1991..
 FG0941
 FG0941.The geoid height was determined by GEOID03.
 FG0941
 FG0941.The dynamic height is computed by dividing the NAVD 88
 FG0941.geopotential number by the normal gravity value computed on the
 FG0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0941.degrees latitude (g = 980.6199 gals.).
 FG0941
 FG0941.The modeled gravity was interpolated from observed gravity values.
 FG0941
 FG0941;                    North         East    Units  Estimated Accuracy
 FG0941;SPC AR N     -   134,260.      298,590.      MT  (+/- 180 meters Scaled)
 FG0941
 FG0941                          SUPERSEDED SURVEY CONTROL
 FG0941
 FG0941  NGVD 29 (??/??/92)  408.153  (m)         1339.08   (f) ADJ UNCH    2 0
 FG0941
 FG0941.Superseded values are not recommended for survey control.
 FG0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0941.See file dsdata.txt to determine how the superseded data were derived.
 FG0941
 FG0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV892327(NAD 83)
 FG0941_MARKER: DB = BENCH MARK DISK
 FG0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0941_STAMPING: U-126 1935
 FG0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0941+STABILITY: SURFACE MOTION
 FG0941
 FG0941  HISTORY     - Date     Condition        Report By
 FG0941  HISTORY     - 1935     MONUMENTED       CGS
 FG0941
 FG0941                          STATION DESCRIPTION
 FG0941
 FG0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0941'7.8 MI S FROM TREAT.
 FG0941'7.8 MILES SOUTH OF, AT JUNCTION OF ST. HWY. 7 AND TREAT RD FROM POST
 FG0941'OFFICE.  VICINITY OF 13.7 MILES NORTH OF DOVER. 43 FEET EAST OF
 FG0941'CENTERLINE OF TREAT ROAD. 32 FEET NORTHWEST OF CENTERLINE OF ST. HWY.
 FG0941'7.  5.2 FEET WEST OF TELEPHONE POLE. TABLET SET IN PRECAST CONCRETE
 FG0941'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1058 ***********************************************************************
 FG1058  DESIGNATION -  U 127
 FG1058  PID         -  FG1058
 FG1058  STATE/COUNTY-  AR/JOHNSON
 FG1058  USGS QUAD   -  KNOXVILLE (1993)
 FG1058
 FG1058                         *CURRENT SURVEY CONTROL
 FG1058  ___________________________________________________________________
 FG1058* NAD 83(1986)-  35 26 45.     (N)    093 21 01.     (W)     SCALED    
 FG1058* NAVD 88     -       112.360  (meters)     368.63   (feet)  ADJUSTED  
 FG1058  ___________________________________________________________________
 FG1058  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FG1058  DYNAMIC HT  -         112.255 (meters)     368.29  (feet)  COMP
 FG1058  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FG1058
 FG1058  VERT ORDER  -  SECOND    CLASS 0
 FG1058
 FG1058.The horizontal coordinates were scaled from a topographic map and have
 FG1058.an estimated accuracy of +/- 6 seconds.
 FG1058
 FG1058.The orthometric height was determined by differential leveling
 FG1058.and adjusted by the National Geodetic Survey in June 1991..
 FG1058
 FG1058.The geoid height was determined by GEOID03.
 FG1058
 FG1058.The dynamic height is computed by dividing the NAVD 88
 FG1058.geopotential number by the normal gravity value computed on the
 FG1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1058.degrees latitude (g = 980.6199 gals.).
 FG1058
 FG1058.The modeled gravity was interpolated from observed gravity values.
 FG1058
 FG1058;                    North         East    Units  Estimated Accuracy
 FG1058;SPC AR N     -   124,260.      277,420.      MT  (+/- 180 meters Scaled)
 FG1058
 FG1058                          SUPERSEDED SURVEY CONTROL
 FG1058
 FG1058  NGVD 29 (??/??/92)  112.334  (m)          368.55   (f) ADJ UNCH    2 0
 FG1058
 FG1058.Superseded values are not recommended for survey control.
 FG1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1058.See file dsdata.txt to determine how the superseded data were derived.
 FG1058
 FG1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV682225(NAD 83)
 FG1058_MARKER: DB = BENCH MARK DISK
 FG1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1058_STAMPING: U-127 1935
 FG1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1058+STABILITY: SURFACE MOTION
 FG1058
 FG1058  HISTORY     - Date     Condition        Report By
 FG1058  HISTORY     - 1935     MONUMENTED       CGS
 FG1058  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1058
 FG1058                          STATION DESCRIPTION
 FG1058
 FG1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1058'2.6 MI NE FROM LAMAR.
 FG1058'2.6 MILES NORTHEAST OF LAMAR R.R. STATION, ALONG LAMAR-LUTHERVILLE RD.
 FG1058'FROM THE MISSOURI PACIFIC RR. STATION.  OUTSIDE OF CURVE AT FOOT OF
 FG1058'STEEP HILL, WHERE TELEPHONE LINE CROSSES ROAD. ABOUT .7 MILE WEST OF
 FG1058'POINT WHERE ROAD TURNS NORTHWEST AWAY FROM EDGE OF PINEY CREEK. 49.6
 FG1058'FEET SOUTHEAST OF J.T. COX MAIL BOX. 35 FEET NORTHEAST OF CENTERLINE
 FG1058'OF DIRT ROAD LEADING SOUTHEAST. 34 FEET SOUTHEAST OF CENTERLINE OF
 FG1058'LAMAR-LUTHERVILLE RD.  14.2 FEET SOUTH OF TELEPHONE POLE WITH GUY
 FG1058'WIRE.  TABLET SET IN PRECAST CONCRETE POST.
 FG1058
 FG1058                          STATION RECOVERY (1984)
 FG1058
 FG1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0735 ***********************************************************************
 FG0735  DESIGNATION -  U 128
 FG0735  PID         -  FG0735
 FG0735  STATE/COUNTY-  AR/NEWTON
 FG0735  USGS QUAD   -  LURTON (1980)
 FG0735
 FG0735                         *CURRENT SURVEY CONTROL
 FG0735  ___________________________________________________________________
 FG0735* NAD 83(1986)-  35 47 14.     (N)    093 03 47.     (W)     SCALED    
 FG0735* NAVD 88     -       641.269  (meters)    2103.90   (feet)  ADJUSTED  
 FG0735  ___________________________________________________________________
 FG0735  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0735  DYNAMIC HT  -         640.642 (meters)    2101.84  (feet)  COMP
 FG0735  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 FG0735
 FG0735  VERT ORDER  -  SECOND    CLASS 0
 FG0735
 FG0735.The horizontal coordinates were scaled from a topographic map and have
 FG0735.an estimated accuracy of +/- 6 seconds.
 FG0735
 FG0735.The orthometric height was determined by differential leveling
 FG0735.and adjusted by the National Geodetic Survey in June 1991..
 FG0735
 FG0735.The geoid height was determined by GEOID03.
 FG0735
 FG0735.The dynamic height is computed by dividing the NAVD 88
 FG0735.geopotential number by the normal gravity value computed on the
 FG0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0735.degrees latitude (g = 980.6199 gals.).
 FG0735
 FG0735.The modeled gravity was interpolated from observed gravity values.
 FG0735
 FG0735;                    North         East    Units  Estimated Accuracy
 FG0735;SPC AR N     -   161,820.      303,900.      MT  (+/- 180 meters Scaled)
 FG0735
 FG0735                          SUPERSEDED SURVEY CONTROL
 FG0735
 FG0735  NGVD 29 (??/??/92)  641.172  (m)         2103.58   (f) ADJ UNCH    2 0
 FG0735
 FG0735.Superseded values are not recommended for survey control.
 FG0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0735.See file dsdata.txt to determine how the superseded data were derived.
 FG0735
 FG0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV943603(NAD 83)
 FG0735_MARKER: DB = BENCH MARK DISK
 FG0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0735_STAMPING: U 128 1935
 FG0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0735+STABILITY: SURFACE MOTION
 FG0735
 FG0735  HISTORY     - Date     Condition        Report By
 FG0735  HISTORY     - 1935     MONUMENTED       CGS
 FG0735
 FG0735                          STATION DESCRIPTION
 FG0735
 FG0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0735'1.6 MI N FROM LURTON.
 FG0735'1.6 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 FG0735'LURTON, NEWTON COUNTY, AT THE JUNCTION OF THE BASS ROAD, 55 FEET EAST
 FG0735'OF THE CENTERLINE OF THE HIGHWAY, 33 FEET SOUTHEAST OF THE BASS ROAD,
 FG0735'46 FEET EAST OF A ROAD MARKER, AND 12 FEET SOUTHEAST OF A POLE WITH A
 FG0735'GUY WIRE.  A STANDARD DISK, STAMPED U 128 1935 AND SET IN THE TOP OF A
 FG0735'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2421 ***********************************************************************
 EH2421  DESIGNATION -  U 13
 EH2421  PID         -  EH2421
 EH2421  STATE/COUNTY-  AR/JEFFERSON
 EH2421  USGS QUAD   -  REYDELL (1975)
 EH2421
 EH2421                         *CURRENT SURVEY CONTROL
 EH2421  ___________________________________________________________________
 EH2421* NAD 83(1986)-  34 09 23.     (N)    091 33 58.     (W)     SCALED    
 EH2421* NAVD 88     -        55.447  (meters)     181.91   (feet)  ADJUSTED  
 EH2421  ___________________________________________________________________
 EH2421  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EH2421  DYNAMIC HT  -          55.392 (meters)     181.73  (feet)  COMP
 EH2421  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 EH2421
 EH2421  VERT ORDER  -  FIRST     CLASS II
 EH2421
 EH2421.The horizontal coordinates were scaled from a topographic map and have
 EH2421.an estimated accuracy of +/- 6 seconds.
 EH2421
 EH2421.The orthometric height was determined by differential leveling
 EH2421.and adjusted by the National Geodetic Survey in August 1993..
 EH2421
 EH2421.The geoid height was determined by GEOID03.
 EH2421
 EH2421.The dynamic height is computed by dividing the NAVD 88
 EH2421.geopotential number by the normal gravity value computed on the
 EH2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2421.degrees latitude (g = 980.6199 gals.).
 EH2421
 EH2421.The modeled gravity was interpolated from observed gravity values.
 EH2421
 EH2421;                    North         East    Units  Estimated Accuracy
 EH2421;SPC AR S     -   565,310.      440,010.      MT  (+/- 180 meters Scaled)
 EH2421
 EH2421                          SUPERSEDED SURVEY CONTROL
 EH2421
 EH2421  NAVD 88 (06/15/91)   55.489  (m)          182.05   (f) UNKNOWN     1 2
 EH2421  NGVD 29 (??/??/??)   55.531  (m)          182.19   (f) ADJUSTED    1 2
 EH2421
 EH2421.Superseded values are not recommended for survey control.
 EH2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2421.See file dsdata.txt to determine how the superseded data were derived.
 EH2421
 EH2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT321804(NAD 83)
 EH2421_MARKER: DB = BENCH MARK DISK
 EH2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2421_STAMPING: U 13 1932 182.047
 EH2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2421+STABILITY: SURFACE MOTION
 EH2421
 EH2421  HISTORY     - Date     Condition        Report By
 EH2421  HISTORY     - 1932     MONUMENTED       CGS
 EH2421  HISTORY     - 1954     GOOD             CGS
 EH2421  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH2421
 EH2421                          STATION DESCRIPTION
 EH2421
 EH2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2421'IN REYDEL.
 EH2421'AT REYDEL, 109 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE OVER
 EH2421'LITTLE BAYOU METO CREEK, 87 FEET NORTH OF THE NORTHWEST CORNER OF THE
 EH2421'POST OFFICE, 49 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 88, 21
 EH2421'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 6 FEET SOUTHWEST OF
 EH2421'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH2421'THE GROUND.
 EH2421
 EH2421                          STATION RECOVERY (2003)
 EH2421
 EH2421'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0205 ***********************************************************************
 EK0205  DESIGNATION -  U 131
 EK0205  PID         -  EK0205
 EK0205  STATE/COUNTY-  AR/POLK
 EK0205  USGS QUAD   -  VANDERVOORT (1984)
 EK0205
 EK0205                         *CURRENT SURVEY CONTROL
 EK0205  ___________________________________________________________________
 EK0205* NAD 83(1986)-  34 23 10.     (N)    094 15 01.     (W)     SCALED    
 EK0205* NAVD 88     -       306.405  (meters)    1005.26   (feet)  ADJUSTED  
 EK0205  ___________________________________________________________________
 EK0205  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 EK0205  DYNAMIC HT  -         306.080 (meters)    1004.20  (feet)  COMP
 EK0205  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 EK0205
 EK0205  VERT ORDER  -  SECOND    CLASS 0
 EK0205
 EK0205.The horizontal coordinates were scaled from a topographic map and have
 EK0205.an estimated accuracy of +/- 6 seconds.
 EK0205
 EK0205.The orthometric height was determined by differential leveling
 EK0205.and adjusted by the National Geodetic Survey in June 1991..
 EK0205
 EK0205.The geoid height was determined by GEOID03.
 EK0205
 EK0205.The dynamic height is computed by dividing the NAVD 88
 EK0205.geopotential number by the normal gravity value computed on the
 EK0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0205.degrees latitude (g = 980.6199 gals.).
 EK0205
 EK0205.The modeled gravity was interpolated from observed gravity values.
 EK0205
 EK0205;                    North         East    Units  Estimated Accuracy
 EK0205;SPC AR S     -   592,980.      193,080.      MT  (+/- 180 meters Scaled)
 EK0205
 EK0205                          SUPERSEDED SURVEY CONTROL
 EK0205
 EK0205  NGVD 29 (??/??/92)  306.340  (m)         1005.05   (f) ADJ UNCH    2 0
 EK0205
 EK0205.Superseded values are not recommended for survey control.
 EK0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0205.See file dsdata.txt to determine how the superseded data were derived.
 EK0205
 EK0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU850056(NAD 83)
 EK0205_MARKER: DB = BENCH MARK DISK
 EK0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0205_STAMPING: U-131 1935
 EK0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0205+STABILITY: SURFACE MOTION
 EK0205
 EK0205  HISTORY     - Date     Condition        Report By
 EK0205  HISTORY     - 1935     MONUMENTED       CGS
 EK0205  HISTORY     - 1961     GOOD             NGS
 EK0205
 EK0205                          STATION DESCRIPTION
 EK0205
 EK0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0205'4.9 MI W FROM HARTLEY.
 EK0205'4.9 MILES WEST OF, ALONG VANDERVOORT-ATHENS ROAD, FROM J.M.
 EK0205'WATKINS FARM HOUSE.  ABOUT 1 MILE SOUTHEAST OF JUNCTION OF
 EK0205'ROAD TO MENA, ABOUT .1 MILE SOUTHEAST OF JUNCTION OF THE
 EK0205'BRUSHY CREEK ROAD, AT AN ABANDONED FARMYARD, ABOUT 135 FEET
 EK0205'NORTHWEST OF JUNCTION OF DIM ROAD NORTH, 32.5 FEET NORTHEAST
 EK0205'OF ROAD CENTERLINE, 30.8 FEET WEST OF A BLAZED PINE TREE .7
 EK0205'FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0205
 EK0205                          STATION RECOVERY (1961)
 EK0205
 EK0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0173 ***********************************************************************
 EK0173  DESIGNATION -  U 132
 EK0173  PID         -  EK0173
 EK0173  STATE/COUNTY-  AR/POLK
 EK0173  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0173
 EK0173                         *CURRENT SURVEY CONTROL
 EK0173  ___________________________________________________________________
 EK0173* NAD 83(1986)-  34 23 28.     (N)    094 11 43.     (W)     SCALED    
 EK0173* NAVD 88     -       264.736  (meters)     868.55   (feet)  ADJUSTED  
 EK0173  ___________________________________________________________________
 EK0173  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EK0173  DYNAMIC HT  -         264.456 (meters)     867.64  (feet)  COMP
 EK0173  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 EK0173
 EK0173  VERT ORDER  -  SECOND    CLASS 0
 EK0173
 EK0173.The horizontal coordinates were scaled from a topographic map and have
 EK0173.an estimated accuracy of +/- 6 seconds.
 EK0173
 EK0173.The orthometric height was determined by differential leveling
 EK0173.and adjusted by the National Geodetic Survey in June 1991..
 EK0173
 EK0173.The geoid height was determined by GEOID03.
 EK0173
 EK0173.The dynamic height is computed by dividing the NAVD 88
 EK0173.geopotential number by the normal gravity value computed on the
 EK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0173.degrees latitude (g = 980.6199 gals.).
 EK0173
 EK0173.The modeled gravity was interpolated from observed gravity values.
 EK0173
 EK0173;                    North         East    Units  Estimated Accuracy
 EK0173;SPC AR S     -   593,430.      198,150.      MT  (+/- 180 meters Scaled)
 EK0173
 EK0173                          SUPERSEDED SURVEY CONTROL
 EK0173
 EK0173  NGVD 29 (??/??/92)  264.669  (m)          868.33   (f) ADJ UNCH    2 0
 EK0173
 EK0173.Superseded values are not recommended for survey control.
 EK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0173.See file dsdata.txt to determine how the superseded data were derived.
 EK0173
 EK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU901061(NAD 83)
 EK0173_MARKER: DB = BENCH MARK DISK
 EK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0173_STAMPING: U-132 1935
 EK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0173+STABILITY: SURFACE MOTION
 EK0173
 EK0173  HISTORY     - Date     Condition        Report By
 EK0173  HISTORY     - 1935     MONUMENTED       CGS
 EK0173  HISTORY     - 1984     MARK NOT FOUND   USGS
 EK0173
 EK0173                          STATION DESCRIPTION
 EK0173
 EK0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0173'2.7 MI N FROM HARTLEY.
 EK0173'2.7 MILES NORTH OF, ALONG THE COSSATOT ROAD, FROM J.M. WATKINS
 EK0173'FARM HOUSE.  ABOUT 120 FEET NORTHWEST OF THE WEST END OF A
 EK0173'WOODEN HIGHWAY BRIDGE OVER THE COSSATOT RIVER, 70 FEET SOUTHWEST
 EK0173'OF JUNCTION OF A DIM ROAD NORTHEAST, 25.8 FEET WEST OF THE
 EK0173'ROAD CENTERLINE, 10.5 FEET EAST OF A BLAZED OAK TREE 3 FT. IN
 EK0173'DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0173
 EK0173                          STATION RECOVERY (1984)
 EK0173
 EK0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 EK0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0196 ***********************************************************************
 EK0196  DESIGNATION -  U 133
 EK0196  PID         -  EK0196
 EK0196  STATE/COUNTY-  AR/POLK
 EK0196  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0196
 EK0196                         *CURRENT SURVEY CONTROL
 EK0196  ___________________________________________________________________
 EK0196* NAD 83(1986)-  34 26 24.     (N)    094 02 33.     (W)     SCALED    
 EK0196* NAVD 88     -       411.200  (meters)    1349.08   (feet)  ADJUSTED  
 EK0196  ___________________________________________________________________
 EK0196  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 EK0196  DYNAMIC HT  -         410.765 (meters)    1347.65  (feet)  COMP
 EK0196  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 EK0196
 EK0196  VERT ORDER  -  SECOND    CLASS 0
 EK0196
 EK0196.The horizontal coordinates were scaled from a topographic map and have
 EK0196.an estimated accuracy of +/- 6 seconds.
 EK0196
 EK0196.The orthometric height was determined by differential leveling
 EK0196.and adjusted by the National Geodetic Survey in June 1991..
 EK0196
 EK0196.The geoid height was determined by GEOID03.
 EK0196
 EK0196.The dynamic height is computed by dividing the NAVD 88
 EK0196.geopotential number by the normal gravity value computed on the
 EK0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0196.degrees latitude (g = 980.6199 gals.).
 EK0196
 EK0196.The modeled gravity was interpolated from observed gravity values.
 EK0196
 EK0196;                    North         East    Units  Estimated Accuracy
 EK0196;SPC AR S     -   598,560.      212,310.      MT  (+/- 180 meters Scaled)
 EK0196
 EK0196                          SUPERSEDED SURVEY CONTROL
 EK0196
 EK0196  NGVD 29 (??/??/92)  411.128  (m)         1348.84   (f) ADJ UNCH    2 0
 EK0196
 EK0196.Superseded values are not recommended for survey control.
 EK0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0196.See file dsdata.txt to determine how the superseded data were derived.
 EK0196
 EK0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU042114(NAD 83)
 EK0196_MARKER: DB = BENCH MARK DISK
 EK0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0196_STAMPING: U-133 1935
 EK0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0196+STABILITY: SURFACE MOTION
 EK0196
 EK0196  HISTORY     - Date     Condition        Report By
 EK0196  HISTORY     - 1935     MONUMENTED       CGS
 EK0196  HISTORY     - 1961     GOOD             NGS
 EK0196  HISTORY     - 1984     MARK NOT FOUND   USGS
 EK0196
 EK0196                          STATION DESCRIPTION
 EK0196
 EK0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0196'4.8 MI E FROM SHADY.
 EK0196'4.8 MILES EAST OF, ALONG THE MINE CREEK ROAD, FROM COSSATOT
 EK0196'CREEK HWY BRIDGE.  ABOUT .2 MILE EAST OF JUNCTION OF ATHENS-BIG
 EK0196'FORK ROAD TO SOUTH, ABOUT .25 MILE WEST OF BIG FORK ROAD TO
 EK0196'NORTH, 120 FEET EAST OF JUNCTION OF THE OLD ROAD ACROSS THE
 EK0196'CREEK, 40 FEET NORTH OF MINE CREEK, 39 FEET SOUTHWEST
 EK0196'OF SOUTH END OF PIPE CULVERT 2 FT. IN DIAMETER, 28.5 FEET SOUTH
 EK0196'OF THE ROAD CENTERLINE, 12 FEET SOUTHEAST OF A BLAZED OAK TREE
 EK0196'1 FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0196
 EK0196                          STATION RECOVERY (1961)
 EK0196
 EK0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0196'RECOVERED IN GOOD CONDITION.
 EK0196
 EK0196                          STATION RECOVERY (1984)
 EK0196
 EK0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 EK0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1512 ***********************************************************************
 EJ1512  DESIGNATION -  U 134
 EJ1512  PID         -  EJ1512
 EJ1512  STATE/COUNTY-  AR/MONTGOMERY
 EJ1512  USGS QUAD   -  ODEN (1985)
 EJ1512
 EJ1512                         *CURRENT SURVEY CONTROL
 EJ1512  ___________________________________________________________________
 EJ1512* NAD 83(1986)-  34 37 22.     (N)    093 49 27.     (W)     SCALED    
 EJ1512* NAVD 88     -       254.472  (meters)     834.88   (feet)  ADJUSTED  
 EJ1512  ___________________________________________________________________
 EJ1512  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EJ1512  DYNAMIC HT  -         254.208 (meters)     834.01  (feet)  COMP
 EJ1512  MODELED GRAV-     979,592.1   (mgal)                       NAVD 88
 EJ1512
 EJ1512  VERT ORDER  -  SECOND    CLASS 0
 EJ1512
 EJ1512.The horizontal coordinates were scaled from a topographic map and have
 EJ1512.an estimated accuracy of +/- 6 seconds.
 EJ1512
 EJ1512.The orthometric height was determined by differential leveling
 EJ1512.and adjusted by the National Geodetic Survey in June 1991..
 EJ1512
 EJ1512.The geoid height was determined by GEOID03.
 EJ1512
 EJ1512.The dynamic height is computed by dividing the NAVD 88
 EJ1512.geopotential number by the normal gravity value computed on the
 EJ1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1512.degrees latitude (g = 980.6199 gals.).
 EJ1512
 EJ1512.The modeled gravity was interpolated from observed gravity values.
 EJ1512
 EJ1512;                    North         East    Units  Estimated Accuracy
 EJ1512;SPC AR S     -   618,450.      232,730.      MT  (+/- 180 meters Scaled)
 EJ1512
 EJ1512                          SUPERSEDED SURVEY CONTROL
 EJ1512
 EJ1512  NGVD 29 (??/??/92)  254.404  (m)          834.66   (f) ADJ UNCH    2 0
 EJ1512
 EJ1512.Superseded values are not recommended for survey control.
 EJ1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1512.See file dsdata.txt to determine how the superseded data were derived.
 EJ1512
 EJ1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU244315(NAD 83)
 EJ1512_MARKER: DB = BENCH MARK DISK
 EJ1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1512_STAMPING: U-134 1935
 EJ1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1512+STABILITY: SURFACE MOTION
 EJ1512
 EJ1512  HISTORY     - Date     Condition        Report By
 EJ1512  HISTORY     - 1935     MONUMENTED       CGS
 EJ1512  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1512
 EJ1512                          STATION DESCRIPTION
 EJ1512
 EJ1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1512'2.9 MI W FROM ODEN.
 EJ1512'2.9 MILES WEST OF, ALONG ST. HWY. 88, FROM ODEN CONSOLIDATED SCHOOL.
 EJ1512'ABOUT 1 MILE WEST OF THE ODEN RANGER STATION.  AT JUNCTION OF LITTLE
 EJ1512'BRUSHY ROAD TO NORTH.  37.5 FEET SOUTHEAST OF INTERSECTION OF
 EJ1512'CENTERLINE OF HIGHWAY AND ROAD.  29.3 FEET SOUTH OF THE HIGHWAY
 EJ1512'CENTERLINE.  5 FEET EAST OF A BLAZED PINE TREE .5 FT. IN DIAMETER.
 EJ1512'TABLET SET IN PRECAST CONCRETE POST.
 EJ1512
 EJ1512                          STATION RECOVERY (1961)
 EJ1512
 EJ1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1498 ***********************************************************************
 EJ1498  DESIGNATION -  U 135
 EJ1498  PID         -  EJ1498
 EJ1498  STATE/COUNTY-  AR/POLK
 EJ1498  USGS QUAD   -  BUCK KNOB (1985)
 EJ1498
 EJ1498                         *CURRENT SURVEY CONTROL
 EJ1498  ___________________________________________________________________
 EJ1498* NAD 83(1986)-  34 39 46.     (N)    093 59 32.     (W)     SCALED    
 EJ1498* NAVD 88     -       439.805  (meters)    1442.93   (feet)  ADJUSTED  
 EJ1498  ___________________________________________________________________
 EJ1498  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 EJ1498  DYNAMIC HT  -         439.330 (meters)    1441.37  (feet)  COMP
 EJ1498  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 EJ1498
 EJ1498  VERT ORDER  -  SECOND    CLASS 0
 EJ1498
 EJ1498.The horizontal coordinates were scaled from a topographic map and have
 EJ1498.an estimated accuracy of +/- 6 seconds.
 EJ1498
 EJ1498.The orthometric height was determined by differential leveling
 EJ1498.and adjusted by the National Geodetic Survey in June 1991..
 EJ1498
 EJ1498.The geoid height was determined by GEOID03.
 EJ1498
 EJ1498.The dynamic height is computed by dividing the NAVD 88
 EJ1498.geopotential number by the normal gravity value computed on the
 EJ1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1498.degrees latitude (g = 980.6199 gals.).
 EJ1498
 EJ1498.The modeled gravity was interpolated from observed gravity values.
 EJ1498
 EJ1498;                    North         East    Units  Estimated Accuracy
 EJ1498;SPC AR S     -   623,180.      217,410.      MT  (+/- 180 meters Scaled)
 EJ1498
 EJ1498                          SUPERSEDED SURVEY CONTROL
 EJ1498
 EJ1498  NGVD 29 (??/??/92)  439.712  (m)         1442.62   (f) ADJ UNCH    2 0
 EJ1498
 EJ1498.Superseded values are not recommended for survey control.
 EJ1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1498.See file dsdata.txt to determine how the superseded data were derived.
 EJ1498
 EJ1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU090360(NAD 83)
 EJ1498_MARKER: DB = BENCH MARK DISK
 EJ1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1498_STAMPING: U-135 1935
 EJ1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1498+STABILITY: SURFACE MOTION
 EJ1498
 EJ1498  HISTORY     - Date     Condition        Report By
 EJ1498  HISTORY     - 1935     MONUMENTED       CGS
 EJ1498  HISTORY     - 1961     GOOD             NGS
 EJ1498
 EJ1498                          STATION DESCRIPTION
 EJ1498
 EJ1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1498'3.9 MI E FROM EUREKA.
 EJ1498'3.9 MILES EAST OF, ALONG POSEY HOLLOW ROAD, FROM EUREKA SCHOOL. ABOUT
 EJ1498'.1 MILE WEST OF CURVE IN ROAD.  ABOUT 240 FEET EAST OF A PIPE CULVERT
 EJ1498'2 X 24 FT.  82 FEET SOUTHEAST OF AN OAK TREE MARKED 9 1/2 MILES. 25.4
 EJ1498'FEET SOUTH OF THE ROAD CENTERLINE.  9 FEET WEST OF A BLAZED PINE TREE
 EJ1498'1.2 FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EJ1498
 EJ1498                          STATION RECOVERY (1961)
 EJ1498
 EJ1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1210 ***********************************************************************
 EJ1210  DESIGNATION -  U 137
 EJ1210  PID         -  EJ1210
 EJ1210  STATE/COUNTY-  AR/CLARK
 EJ1210  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1210
 EJ1210                         *CURRENT SURVEY CONTROL
 EJ1210  ___________________________________________________________________
 EJ1210* NAD 83(1986)-  34 06 50.     (N)    093 20 27.     (W)     SCALED    
 EJ1210* NAVD 88     -       130.768  (meters)     429.03   (feet)  ADJUSTED  
 EJ1210  ___________________________________________________________________
 EJ1210  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ1210  DYNAMIC HT  -         130.636 (meters)     428.59  (feet)  COMP
 EJ1210  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 EJ1210
 EJ1210  VERT ORDER  -  SECOND    CLASS 0
 EJ1210
 EJ1210.The horizontal coordinates were scaled from a topographic map and have
 EJ1210.an estimated accuracy of +/- 6 seconds.
 EJ1210
 EJ1210.The orthometric height was determined by differential leveling
 EJ1210.and adjusted by the National Geodetic Survey in June 1991..
 EJ1210
 EJ1210.The geoid height was determined by GEOID03.
 EJ1210
 EJ1210.The dynamic height is computed by dividing the NAVD 88
 EJ1210.geopotential number by the normal gravity value computed on the
 EJ1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1210.degrees latitude (g = 980.6199 gals.).
 EJ1210
 EJ1210.The modeled gravity was interpolated from observed gravity values.
 EJ1210
 EJ1210;                    North         East    Units  Estimated Accuracy
 EJ1210;SPC AR S     -   561,330.      276,310.      MT  (+/- 180 meters Scaled)
 EJ1210
 EJ1210                          SUPERSEDED SURVEY CONTROL
 EJ1210
 EJ1210  NGVD 29 (??/??/92)  130.771  (m)          429.04   (f) ADJ UNCH    2 0
 EJ1210
 EJ1210.Superseded values are not recommended for survey control.
 EJ1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1210.See file dsdata.txt to determine how the superseded data were derived.
 EJ1210
 EJ1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT685748(NAD 83)
 EJ1210_MARKER: DB = BENCH MARK DISK
 EJ1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1210_STAMPING: U 137 1935
 EJ1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1210+STABILITY: SURFACE MOTION
 EJ1210
 EJ1210  HISTORY     - Date     Condition        Report By
 EJ1210  HISTORY     - 1935     MONUMENTED       CGS
 EJ1210  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1210
 EJ1210                          STATION DESCRIPTION
 EJ1210
 EJ1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1210'6.2 MI NW FROM HOLLYWOOD.
 EJ1210'6.2 MILES NORTHWEST FROM THE POST OFFICE AT HOLLYWOOD, ALONG THE
 EJ1210'FRAZIER ROAD, AT THE JUNCTION OF THE MARLOW ROAD, 28 FEET NORTH OF THE
 EJ1210'CENTER OF THE INTERSECTION OF THE ROADS, AND 23.5 FEET NORTHEAST OF AN
 EJ1210'8-INCH BLAZED OAK TREE.  A STANDARD DISK, STAMPED U 137 1935 AND SET
 EJ1210'IN THE TOP OF A CONCRETE POST.
 EJ1210
 EJ1210                          STATION RECOVERY (1975)
 EJ1210
 EJ1210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1132 ***********************************************************************
 EJ1132  DESIGNATION -  U 138
 EJ1132  PID         -  EJ1132
 EJ1132  STATE/COUNTY-  AR/HOT SPRING
 EJ1132  USGS QUAD   -  BISMARCK (1976)
 EJ1132
 EJ1132                         *CURRENT SURVEY CONTROL
 EJ1132  ___________________________________________________________________
 EJ1132* NAD 83(1986)-  34 18 54.     (N)    093 10 34.     (W)     SCALED    
 EJ1132* NAVD 88     -       176.512  (meters)     579.11   (feet)  ADJUSTED  
 EJ1132  ___________________________________________________________________
 EJ1132  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ1132  DYNAMIC HT  -         176.335 (meters)     578.53  (feet)  COMP
 EJ1132  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 EJ1132
 EJ1132  VERT ORDER  -  SECOND    CLASS 0
 EJ1132
 EJ1132.The horizontal coordinates were scaled from a topographic map and have
 EJ1132.an estimated accuracy of +/- 6 seconds.
 EJ1132
 EJ1132.The orthometric height was determined by differential leveling
 EJ1132.and adjusted by the National Geodetic Survey in June 1991..
 EJ1132
 EJ1132.The geoid height was determined by GEOID03.
 EJ1132
 EJ1132.The dynamic height is computed by dividing the NAVD 88
 EJ1132.geopotential number by the normal gravity value computed on the
 EJ1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1132.degrees latitude (g = 980.6199 gals.).
 EJ1132
 EJ1132.The modeled gravity was interpolated from observed gravity values.
 EJ1132
 EJ1132;                    North         East    Units  Estimated Accuracy
 EJ1132;SPC AR S     -   583,440.      291,760.      MT  (+/- 180 meters Scaled)
 EJ1132
 EJ1132                          SUPERSEDED SURVEY CONTROL
 EJ1132
 EJ1132  NGVD 29 (??/??/92)  176.509  (m)          579.10   (f) ADJ UNCH    2 0
 EJ1132
 EJ1132.Superseded values are not recommended for survey control.
 EJ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1132.See file dsdata.txt to determine how the superseded data were derived.
 EJ1132
 EJ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT837970(NAD 83)
 EJ1132_MARKER: DB = BENCH MARK DISK
 EJ1132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1132_SP_SET: BUILDING
 EJ1132_STAMPING: U 138 1935
 EJ1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1132
 EJ1132  HISTORY     - Date     Condition        Report By
 EJ1132  HISTORY     - 1935     MONUMENTED       CGS
 EJ1132  HISTORY     - 1935     GOOD             NGS
 EJ1132  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1132
 EJ1132                          STATION DESCRIPTION
 EJ1132
 EJ1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1132'0.3 MI SW FROM BISMARCK.
 EJ1132'0.3 MILE SOUTHWEST ALONG THE BISMARCK-BEATON ROAD FROM THE POST OFFICE
 EJ1132'AT BISMARCK, IN THE BISMARCK-MARCUS HIGH SCHOOL BRICK BUILDING, 26.5
 EJ1132'FEET EAST OF THE EAST ENTRANCE, 2 FEET WEST OF THE SOUTHEAST CORNER,
 EJ1132'AND 4 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED U 138
 EJ1132'1935 AND SET VERTICALLY.
 EJ1132
 EJ1132                          STATION RECOVERY (1998)
 EJ1132
 EJ1132'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1144 ***********************************************************************
 EJ1144  DESIGNATION -  U 139
 EJ1144  PID         -  EJ1144
 EJ1144  STATE/COUNTY-  AR/GARLAND
 EJ1144  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1144
 EJ1144                         *CURRENT SURVEY CONTROL
 EJ1144  ___________________________________________________________________
 EJ1144* NAD 83(1986)-  34 23 31.     (N)    093 06 51.     (W)     SCALED    
 EJ1144* NAVD 88     -       155.460  (meters)     510.04   (feet)  ADJUSTED  
 EJ1144  ___________________________________________________________________
 EJ1144  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EJ1144  DYNAMIC HT  -         155.305 (meters)     509.53  (feet)  COMP
 EJ1144  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 EJ1144
 EJ1144  VERT ORDER  -  SECOND    CLASS 0
 EJ1144
 EJ1144.The horizontal coordinates were scaled from a topographic map and have
 EJ1144.an estimated accuracy of +/- 6 seconds.
 EJ1144
 EJ1144.The orthometric height was determined by differential leveling
 EJ1144.and adjusted by the National Geodetic Survey in June 1991..
 EJ1144
 EJ1144.The geoid height was determined by GEOID03.
 EJ1144
 EJ1144.The dynamic height is computed by dividing the NAVD 88
 EJ1144.geopotential number by the normal gravity value computed on the
 EJ1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1144.degrees latitude (g = 980.6199 gals.).
 EJ1144
 EJ1144.The modeled gravity was interpolated from observed gravity values.
 EJ1144
 EJ1144;                    North         East    Units  Estimated Accuracy
 EJ1144;SPC AR S     -   591,910.      297,550.      MT  (+/- 180 meters Scaled)
 EJ1144
 EJ1144                          SUPERSEDED SURVEY CONTROL
 EJ1144
 EJ1144  NGVD 29 (??/??/92)  155.458  (m)          510.03   (f) ADJ UNCH    2 0
 EJ1144
 EJ1144.Superseded values are not recommended for survey control.
 EJ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1144.See file dsdata.txt to determine how the superseded data were derived.
 EJ1144
 EJ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU895056(NAD 83)
 EJ1144_MARKER: DB = BENCH MARK DISK
 EJ1144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1144_SP_SET: BRIDGE
 EJ1144_STAMPING: U 139 1935
 EJ1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1144
 EJ1144  HISTORY     - Date     Condition        Report By
 EJ1144  HISTORY     - 1935     MONUMENTED       CGS
 EJ1144
 EJ1144                          STATION DESCRIPTION
 EJ1144
 EJ1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1144'10.7 MI SW FROM HOT SPRINGS.
 EJ1144'10.7 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE MISSOURI PACIFIC
 EJ1144'RAILROAD STATION AT HOT SPRINGS, 0.1 MILE NORTH OF THE GARLAND-HOT
 EJ1144'SPRINGS COUNTY LINE, AT A CONCRETE HIGHWAY BRIDGE OVER SORREL CREEK,
 EJ1144'14 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE
 EJ1144'FOOTING OF THE WEST GUARD RAIL, AND 3.4 FEET NORTH OF THE SOUTH END. A
 EJ1144'STANDARD DISK, STAMPED U 139 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1600 ***********************************************************************
 EH1600  DESIGNATION -  U 14
 EH1600  PID         -  EH1600
 EH1600  STATE/COUNTY-  AR/LINCOLN
 EH1600  USGS QUAD   -  CADES (1975)
 EH1600
 EH1600                         *CURRENT SURVEY CONTROL
 EH1600  ___________________________________________________________________
 EH1600* NAD 83(1986)-  34 04 41.     (N)    091 34 25.     (W)     SCALED    
 EH1600* NAVD 88     -        54.268  (meters)     178.04   (feet)  ADJUSTED  
 EH1600  ___________________________________________________________________
 EH1600  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EH1600  DYNAMIC HT  -          54.215 (meters)     177.87  (feet)  COMP
 EH1600  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 EH1600
 EH1600  VERT ORDER  -  SECOND    CLASS 0
 EH1600
 EH1600.The horizontal coordinates were scaled from a topographic map and have
 EH1600.an estimated accuracy of +/- 6 seconds.
 EH1600
 EH1600.The orthometric height was determined by differential leveling
 EH1600.and adjusted by the National Geodetic Survey in August 1993..
 EH1600
 EH1600.The geoid height was determined by GEOID03.
 EH1600
 EH1600.The dynamic height is computed by dividing the NAVD 88
 EH1600.geopotential number by the normal gravity value computed on the
 EH1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1600.degrees latitude (g = 980.6199 gals.).
 EH1600
 EH1600.The modeled gravity was interpolated from observed gravity values.
 EH1600
 EH1600;                    North         East    Units  Estimated Accuracy
 EH1600;SPC AR S     -   556,620.      439,350.      MT  (+/- 180 meters Scaled)
 EH1600
 EH1600                          SUPERSEDED SURVEY CONTROL
 EH1600
 EH1600  NAVD 88 (06/15/91)   54.295  (m)          178.13   (f) UNKNOWN     2 0
 EH1600  NGVD 29 (??/??/??)   54.297  (m)          178.14   (f) ADJUSTED    2 0
 EH1600
 EH1600.Superseded values are not recommended for survey control.
 EH1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1600.See file dsdata.txt to determine how the superseded data were derived.
 EH1600
 EH1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT316717(NAD 83)
 EH1600_MARKER: DB = BENCH MARK DISK
 EH1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1600_STAMPING: U 14 1932
 EH1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1600+STABILITY: SURFACE MOTION
 EH1600
 EH1600  HISTORY     - Date     Condition        Report By
 EH1600  HISTORY     - 1932     MONUMENTED       CGS
 EH1600  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1600
 EH1600                          STATION DESCRIPTION
 EH1600
 EH1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1600'4.75 MI NE FROM VARNER.
 EH1600'ABOUT 4-3/4 MILES NORTHEAST OF VARNER, LINCOLN COUNTY, AT THE NORTH
 EH1600'EDGE OF THE ARKANSAS STATE PRISON FARM, ABOUT 1/2 MILE NORTH OF THE
 EH1600'STATE FARM COTTON GIN, AT THE SOUTH TOE OF THE ARKANSAS RIVER LEVEE,
 EH1600'80 FEET NORTH OF THE CENTER LINE OF A ROAD PARALLELING THE LEVEE, 16
 EH1600'FEET WEST OF THE CENTER LINE OF A ROAD OVER THE LEVEE, AND 3 FEET WEST
 EH1600'OF A FENCE CORNER.  A STANDARD DISK, STAMPED U 14 1932 AND SET IN THE
 EH1600'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1182 ***********************************************************************
 EJ1182  DESIGNATION -  U 140
 EJ1182  PID         -  EJ1182
 EJ1182  STATE/COUNTY-  AR/GARLAND
 EJ1182  USGS QUAD   -  HOT SPRINGS SOUTH (1976)
 EJ1182
 EJ1182                         *CURRENT SURVEY CONTROL
 EJ1182  ___________________________________________________________________
 EJ1182* NAD 83(1986)-  34 23 59.     (N)    093 03 59.     (W)     SCALED    
 EJ1182* NAVD 88     -       133.633  (meters)     438.43   (feet)  ADJUSTED  
 EJ1182  ___________________________________________________________________
 EJ1182  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EJ1182  DYNAMIC HT  -         133.501 (meters)     437.99  (feet)  COMP
 EJ1182  MODELED GRAV-     979,645.7   (mgal)                       NAVD 88
 EJ1182
 EJ1182  VERT ORDER  -  SECOND    CLASS 0
 EJ1182
 EJ1182.The horizontal coordinates were scaled from a topographic map and have
 EJ1182.an estimated accuracy of +/- 6 seconds.
 EJ1182
 EJ1182.The orthometric height was determined by differential leveling
 EJ1182.and adjusted by the National Geodetic Survey in June 1991..
 EJ1182
 EJ1182.The geoid height was determined by GEOID03.
 EJ1182
 EJ1182.The dynamic height is computed by dividing the NAVD 88
 EJ1182.geopotential number by the normal gravity value computed on the
 EJ1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1182.degrees latitude (g = 980.6199 gals.).
 EJ1182
 EJ1182.The modeled gravity was interpolated from observed gravity values.
 EJ1182
 EJ1182;                    North         East    Units  Estimated Accuracy
 EJ1182;SPC AR S     -   592,730.      301,950.      MT  (+/- 180 meters Scaled)
 EJ1182
 EJ1182                          SUPERSEDED SURVEY CONTROL
 EJ1182
 EJ1182  NGVD 29 (??/??/92)  133.634  (m)          438.43   (f) ADJ UNCH    2 0
 EJ1182
 EJ1182.Superseded values are not recommended for survey control.
 EJ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1182.See file dsdata.txt to determine how the superseded data were derived.
 EJ1182
 EJ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU938064(NAD 83)
 EJ1182_MARKER: DB = BENCH MARK DISK
 EJ1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1182_STAMPING: U 140 1935
 EJ1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1182+STABILITY: SURFACE MOTION
 EJ1182
 EJ1182  HISTORY     - Date     Condition        Report By
 EJ1182  HISTORY     - 1935     MONUMENTED       CGS
 EJ1182
 EJ1182                          STATION DESCRIPTION
 EJ1182
 EJ1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1182'9 MI SW FROM HOT SPRINGS.
 EJ1182'ABOUT 9 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE MISSOURI
 EJ1182'PACIFIC RAILROAD STATION AT HOT SPRINGS, THENCE 1.9 MILES SOUTH ALONG
 EJ1182'THE JACK MOUNTAIN ROAD FROM THE FOURCHE LOUPE SCHOOL AT JOHNSON
 EJ1182'LANDING, AT THE JUNCTION OF THE RED OAK ROAD LEADING NORTH TO LAKE
 EJ1182'HAMILTON, 150 FEET EAST OF A GATE TO THE E. ARBUCKLE FARMHOUSE, 120
 EJ1182'FEET SOUTH OF THE INTERSECTION OF THE ROADS, 44 FEET WEST OF THE
 EJ1182'CENTERLINE OF THE ROAD, 18 FEET WEST OF A FENCE CORNER, AND 1 FOOT
 EJ1182'NORTH OF A FENCE.  A STANDARD DISK, STAMPED U 140 1935 AND SET IN THE
 EJ1182'TOP OF A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1446 ***********************************************************************
 FG1446  DESIGNATION -  U 141
 FG1446  PID         -  FG1446
 FG1446  STATE/COUNTY-  AR/JOHNSON
 FG1446  USGS QUAD   -  OARK (1973)
 FG1446
 FG1446                         *CURRENT SURVEY CONTROL
 FG1446  ___________________________________________________________________
 FG1446* NAD 83(1986)-  35 40 57.     (N)    093 35 58.     (W)     SCALED    
 FG1446* NAVD 88     -       292.790  (meters)     960.60   (feet)  ADJUSTED  
 FG1446  ___________________________________________________________________
 FG1446  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FG1446  DYNAMIC HT  -         292.516 (meters)     959.70  (feet)  COMP
 FG1446  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FG1446
 FG1446  VERT ORDER  -  SECOND    CLASS 0
 FG1446
 FG1446.The horizontal coordinates were scaled from a topographic map and have
 FG1446.an estimated accuracy of +/- 6 seconds.
 FG1446
 FG1446.The orthometric height was determined by differential leveling
 FG1446.and adjusted by the National Geodetic Survey in June 1991..
 FG1446
 FG1446.The geoid height was determined by GEOID03.
 FG1446
 FG1446.The dynamic height is computed by dividing the NAVD 88
 FG1446.geopotential number by the normal gravity value computed on the
 FG1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1446.degrees latitude (g = 980.6199 gals.).
 FG1446
 FG1446.The modeled gravity was interpolated from observed gravity values.
 FG1446
 FG1446;                    North         East    Units  Estimated Accuracy
 FG1446;SPC AR N     -   150,860.      255,230.      MT  (+/- 180 meters Scaled)
 FG1446
 FG1446                          SUPERSEDED SURVEY CONTROL
 FG1446
 FG1446  NGVD 29 (??/??/92)  292.728  (m)          960.39   (f) ADJ UNCH    2 0
 FG1446
 FG1446.Superseded values are not recommended for survey control.
 FG1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1446.See file dsdata.txt to determine how the superseded data were derived.
 FG1446
 FG1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV457489(NAD 83)
 FG1446_MARKER: DB = BENCH MARK DISK
 FG1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1446_STAMPING: U 141 1935
 FG1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1446+STABILITY: SURFACE MOTION
 FG1446
 FG1446  HISTORY     - Date     Condition        Report By
 FG1446  HISTORY     - 1935     MONUMENTED       CGS
 FG1446  HISTORY     - 1935     GOOD             NGS
 FG1446  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1446
 FG1446                          STATION DESCRIPTION
 FG1446
 FG1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1446'1.8 MI E FROM OARK.
 FG1446'1.8 MILES EAST ALONG THE TAFT-OARK ROAD FROM THE POST OFFICE AT OARK,
 FG1446'JOHNSON COUNTY, AT THE JUNCTION OF THE EXTENSION OF STATE HIGHWAY 123,
 FG1446'130 FEET SOUTHEAST OF THE SOUTH ABUTMENT OF A STEEL AND STONE BRIDGE
 FG1446'OVER MULBERRY CREEK, 34 FEET WEST OF THE CENTER OF THE JUNCTION, AND
 FG1446'24 FEET NORTHWEST OF THE CENTERLINE OF THE TAFT-OARK ROAD. A STANDARD
 FG1446'DISK, STAMPED U 141 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FG1446'THE BRIDGE IS THERE BUT MIGHT BE NEW.  RD JUNCTION HAS BEEN CHANGED.
 FG1446
 FG1446                          STATION RECOVERY (1973)
 FG1446
 FG1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1457 ***********************************************************************
 FG1457  DESIGNATION -  U 142
 FG1457  PID         -  FG1457
 FG1457  STATE/COUNTY-  AR/JOHNSON
 FG1457  USGS QUAD   -  YALE (1973)
 FG1457
 FG1457                         *CURRENT SURVEY CONTROL
 FG1457  ___________________________________________________________________
 FG1457* NAD 83(1986)-  35 43 28.     (N)    093 39 17.     (W)     SCALED    
 FG1457* NAVD 88     -       370.437  (meters)    1215.34   (feet)  ADJUSTED  
 FG1457  ___________________________________________________________________
 FG1457  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG1457  DYNAMIC HT  -         370.091 (meters)    1214.21  (feet)  COMP
 FG1457  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FG1457
 FG1457  VERT ORDER  -  SECOND    CLASS 0
 FG1457
 FG1457.The horizontal coordinates were scaled from a topographic map and have
 FG1457.an estimated accuracy of +/- 6 seconds.
 FG1457
 FG1457.The orthometric height was determined by differential leveling
 FG1457.and adjusted by the National Geodetic Survey in June 1991..
 FG1457
 FG1457.The geoid height was determined by GEOID03.
 FG1457
 FG1457.The dynamic height is computed by dividing the NAVD 88
 FG1457.geopotential number by the normal gravity value computed on the
 FG1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1457.degrees latitude (g = 980.6199 gals.).
 FG1457
 FG1457.The modeled gravity was interpolated from observed gravity values.
 FG1457
 FG1457;                    North         East    Units  Estimated Accuracy
 FG1457;SPC AR N     -   155,590.      250,300.      MT  (+/- 180 meters Scaled)
 FG1457
 FG1457                          SUPERSEDED SURVEY CONTROL
 FG1457
 FG1457  NGVD 29 (??/??/92)  370.365  (m)         1215.11   (f) ADJ UNCH    2 0
 FG1457
 FG1457.Superseded values are not recommended for survey control.
 FG1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1457.See file dsdata.txt to determine how the superseded data were derived.
 FG1457
 FG1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV407535(NAD 83)
 FG1457_MARKER: DB = BENCH MARK DISK
 FG1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1457_STAMPING: U 142 1935
 FG1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1457+STABILITY: SURFACE MOTION
 FG1457
 FG1457  HISTORY     - Date     Condition        Report By
 FG1457  HISTORY     - 1935     MONUMENTED       CGS
 FG1457  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1457
 FG1457                          STATION DESCRIPTION
 FG1457
 FG1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1457'4.3 MI N FROM YALE.
 FG1457'4.3 MILES NORTH ALONG THE OLD STAGE ROAD LEADING TO DUTTON FROM THE
 FG1457'SCHOOL AT YALE, JOHNSON COUNTY, 0.6 MILE NORTH OF A FORD AT A ROAD
 FG1457'FORK, 96 FEET NORTHEAST OF A RIGHT-ANGLE CURVE IN THE ROAD, 23 FEET
 FG1457'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTHWEST OF A 16-INCH
 FG1457'OAK TREE, AND 7 FEET NORTH OF TWO 6-INCH OAK TREES 3 FEET APART. A
 FG1457'STANDARD DISK, STAMPED U 142 1935 AND SET IN THE TOP OF A CONCRETE
 FG1457'POST.
 FG1457
 FG1457                          STATION RECOVERY (1973)
 FG1457
 FG1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0541 ***********************************************************************
 GF0541  DESIGNATION -  U 143
 GF0541  PID         -  GF0541
 GF0541  STATE/COUNTY-  AR/MADISON
 GF0541  USGS QUAD   -  MARBLE (1973)
 GF0541
 GF0541                         *CURRENT SURVEY CONTROL
 GF0541  ___________________________________________________________________
 GF0541* NAD 83(1986)-  36 08 29.     (N)    093 35 33.     (W)     SCALED    
 GF0541* NAVD 88     -       399.806  (meters)    1311.70   (feet)  ADJUSTED  
 GF0541  ___________________________________________________________________
 GF0541  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GF0541  DYNAMIC HT  -         399.442 (meters)    1310.50  (feet)  COMP
 GF0541  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 GF0541
 GF0541  VERT ORDER  -  SECOND    CLASS 0
 GF0541
 GF0541.The horizontal coordinates were scaled from a topographic map and have
 GF0541.an estimated accuracy of +/- 6 seconds.
 GF0541
 GF0541.The orthometric height was determined by differential leveling
 GF0541.and adjusted by the National Geodetic Survey in June 1991..
 GF0541
 GF0541.The geoid height was determined by GEOID03.
 GF0541
 GF0541.The dynamic height is computed by dividing the NAVD 88
 GF0541.geopotential number by the normal gravity value computed on the
 GF0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0541.degrees latitude (g = 980.6199 gals.).
 GF0541
 GF0541.The modeled gravity was interpolated from observed gravity values.
 GF0541
 GF0541;                    North         East    Units  Estimated Accuracy
 GF0541;SPC AR N     -   201,750.      256,680.      MT  (+/- 180 meters Scaled)
 GF0541
 GF0541                          SUPERSEDED SURVEY CONTROL
 GF0541
 GF0541  NGVD 29 (??/??/92)  399.681  (m)         1311.29   (f) ADJ UNCH    2 0
 GF0541
 GF0541.Superseded values are not recommended for survey control.
 GF0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0541.See file dsdata.txt to determine how the superseded data were derived.
 GF0541
 GF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV466997(NAD 83)
 GF0541_MARKER: DB = BENCH MARK DISK
 GF0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0541_STAMPING: U 143 1935
 GF0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0541+STABILITY: SURFACE MOTION
 GF0541
 GF0541  HISTORY     - Date     Condition        Report By
 GF0541  HISTORY     - 1935     MONUMENTED       CGS
 GF0541  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0541
 GF0541                          STATION DESCRIPTION
 GF0541
 GF0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0541'0.6 MI W FROM MARBLE.
 GF0541'0.6 MILE WEST ALONG STATE HIGHWAY 68 FROM MARBLE HOTEL AT
 GF0541'MARBLE, MADISON COUNTY, 450 FEET FROM A CONCRETE BOTTOM FORD
 GF0541'ON BIG ONION CREEK, 400 FEET WEST OF A RIGHT ANGLE CURVE IN
 GF0541'THE HIGHWAY, 55 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GF0541'53 FEET EAST OF THE LEE WIGGINS FARMHOUSE, 44 FEET NORTHWEST
 GF0541'OF THE WEST END OF A GALVANIZED CULVERT UNDER THE HIGHWAY,
 GF0541'24 FEET EAST OF THE NORTH END OF A YARD GATE, AND 1 FOOT SOUTH
 GF0541'OF A FENCE.  A STANDARD DISK, STAMPED U 143 1935 AND SET IN
 GF0541'THE TOP OF A CONCRETE POST.
 GF0541
 GF0541                          STATION RECOVERY (1987)
 GF0541
 GF0541'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0550 ***********************************************************************
 GF0550  DESIGNATION -  U 144
 GF0550  PID         -  GF0550
 GF0550  STATE/COUNTY-  AR/MADISON
 GF0550  USGS QUAD   -  KINGSTON (1973)
 GF0550
 GF0550                         *CURRENT SURVEY CONTROL
 GF0550  ___________________________________________________________________
 GF0550* NAD 83(1986)-  36 00 45.     (N)    093 34 05.     (W)     SCALED    
 GF0550* NAVD 88     -       456.049  (meters)    1496.22   (feet)  ADJUSTED  
 GF0550  ___________________________________________________________________
 GF0550  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GF0550  DYNAMIC HT  -         455.628 (meters)    1494.84  (feet)  COMP
 GF0550  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 GF0550
 GF0550  VERT ORDER  -  SECOND    CLASS 0
 GF0550
 GF0550.The horizontal coordinates were scaled from a topographic map and have
 GF0550.an estimated accuracy of +/- 6 seconds.
 GF0550
 GF0550.The orthometric height was determined by differential leveling
 GF0550.and adjusted by the National Geodetic Survey in June 1991..
 GF0550
 GF0550.The geoid height was determined by GEOID03.
 GF0550
 GF0550.The dynamic height is computed by dividing the NAVD 88
 GF0550.geopotential number by the normal gravity value computed on the
 GF0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0550.degrees latitude (g = 980.6199 gals.).
 GF0550
 GF0550.The modeled gravity was interpolated from observed gravity values.
 GF0550
 GF0550;                    North         East    Units  Estimated Accuracy
 GF0550;SPC AR N     -   187,420.      258,650.      MT  (+/- 180 meters Scaled)
 GF0550
 GF0550                          SUPERSEDED SURVEY CONTROL
 GF0550
 GF0550  NGVD 29 (??/??/92)  455.932  (m)         1495.84   (f) ADJ UNCH    2 0
 GF0550
 GF0550.Superseded values are not recommended for survey control.
 GF0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0550.See file dsdata.txt to determine how the superseded data were derived.
 GF0550
 GF0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV488854(NAD 83)
 GF0550_MARKER: DB = BENCH MARK DISK
 GF0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0550_STAMPING: U 144 1935
 GF0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0550+STABILITY: SURFACE MOTION
 GF0550
 GF0550  HISTORY     - Date     Condition        Report By
 GF0550  HISTORY     - 1935     MONUMENTED       CGS
 GF0550  HISTORY     - 1973     MARK NOT FOUND   USGS
 GF0550
 GF0550                          STATION DESCRIPTION
 GF0550
 GF0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0550'1.2 MI W FROM LOY.
 GF0550'1.2 MILES WEST ALONG THE LOY-HUNTSVILLE ROAD FROM THE POST
 GF0550'OFFICE AT LOY, MADISON COUNTY, 32 FEET SOUTHWEST OF THE CENTERLINE
 GF0550'OF THE ROAD, 43 FEET SOUTHWEST OF THE BASE OF A BLUFF, 21 FEET
 GF0550'NORTHEAST OF THE TOP OF A STEEP SLOPE INTO GUESSY CREEK VALLEY,
 GF0550'AND 8 FEET NORTHWEST OF A 12-INCH WALNUT TREE.  A STANDARD
 GF0550'DISK, STAMPED U 144 1935 AND SET IN THE TOP OF A CONCRETE
 GF0550'POST.
 GF0550
 GF0550                          STATION RECOVERY (1973)
 GF0550
 GF0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GF0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0520 ***********************************************************************
 GF0520  DESIGNATION -  U 145
 GF0520  PID         -  GF0520
 GF0520  STATE/COUNTY-  AR/CARROLL
 GF0520  USGS QUAD   -  MARBLE (1973)
 GF0520
 GF0520                         *CURRENT SURVEY CONTROL
 GF0520  ___________________________________________________________________
 GF0520* NAD 83(1986)-  36 14 31.     (N)    093 31 14.     (W)     SCALED    
 GF0520* NAVD 88     -       432.437  (meters)    1418.75   (feet)  ADJUSTED  
 GF0520  ___________________________________________________________________
 GF0520  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GF0520  DYNAMIC HT  -         432.044 (meters)    1417.46  (feet)  COMP
 GF0520  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 GF0520
 GF0520  VERT ORDER  -  SECOND    CLASS 0
 GF0520
 GF0520.The horizontal coordinates were scaled from a topographic map and have
 GF0520.an estimated accuracy of +/- 6 seconds.
 GF0520
 GF0520.The orthometric height was determined by differential leveling
 GF0520.and adjusted by the National Geodetic Survey in June 1991..
 GF0520
 GF0520.The geoid height was determined by GEOID03.
 GF0520
 GF0520.The dynamic height is computed by dividing the NAVD 88
 GF0520.geopotential number by the normal gravity value computed on the
 GF0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0520.degrees latitude (g = 980.6199 gals.).
 GF0520
 GF0520.The modeled gravity was interpolated from observed gravity values.
 GF0520
 GF0520;                    North         East    Units  Estimated Accuracy
 GF0520;SPC AR N     -   212,810.      263,330.      MT  (+/- 180 meters Scaled)
 GF0520
 GF0520                          SUPERSEDED SURVEY CONTROL
 GF0520
 GF0520  NGVD 29 (??/??/92)  432.305  (m)         1418.32   (f) ADJ UNCH    2 0
 GF0520
 GF0520.Superseded values are not recommended for survey control.
 GF0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0520.See file dsdata.txt to determine how the superseded data were derived.
 GF0520
 GF0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA532109(NAD 83)
 GF0520_MARKER: DB = BENCH MARK DISK
 GF0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0520_STAMPING: U 145 1935
 GF0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0520+STABILITY: SURFACE MOTION
 GF0520
 GF0520  HISTORY     - Date     Condition        Report By
 GF0520  HISTORY     - 1935     MONUMENTED       CGS
 GF0520  HISTORY     - 1987     GOOD             USPSQD
 GF0520  HISTORY     - 1988     GOOD             USPSQD
 GF0520
 GF0520                          STATION DESCRIPTION
 GF0520
 GF0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0520'1.6 MI N FROM METALTON.
 GF0520'1.6 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE BRIDGE OVER
 GF0520'CEDAR CREEK AT METALTON, CARROLL COUNTY, 300 FEET NORTHEAST OF
 GF0520'THE F. ALDERSON FARMHOUSE ON THE TOM KEEN FARM, 87 FEET SOUTHWEST
 GF0520'OF THE WEST END OF A SMALL BRIDGE, 35 FEET WEST OF THE CENTERLINE
 GF0520'OF THE HIGHWAY, IN A HEAVY OUTCROP OF ROCK, 4 FEET WEST OF AN
 GF0520'8-INCH WALNUT TREE, AND 1 FOOT EAST OF A FENCE.  A STANDARD
 GF0520'DISK, STAMPED U 145 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0520
 GF0520                          STATION RECOVERY (1987)
 GF0520
 GF0520'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0520'RECOVERED IN GOOD CONDITION.
 GF0520
 GF0520                          STATION RECOVERY (1988)
 GF0520
 GF0520'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0562 ***********************************************************************
 FG0562  DESIGNATION -  U 146
 FG0562  PID         -  FG0562
 FG0562  STATE/COUNTY-  AR/VAN BUREN
 FG0562  USGS QUAD   -  LESLIE (1963)
 FG0562
 FG0562                         *CURRENT SURVEY CONTROL
 FG0562  ___________________________________________________________________
 FG0562* NAD 83(1986)-  35 45 24.     (N)    092 31 29.     (W)     SCALED    
 FG0562* NAVD 88     -       460.537  (meters)    1510.95   (feet)  ADJUSTED  
 FG0562  ___________________________________________________________________
 FG0562  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG0562  DYNAMIC HT  -         460.103 (meters)    1509.52  (feet)  COMP
 FG0562  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FG0562
 FG0562  VERT ORDER  -  SECOND    CLASS 0
 FG0562
 FG0562.The horizontal coordinates were scaled from a topographic map and have
 FG0562.an estimated accuracy of +/- 6 seconds.
 FG0562
 FG0562.The orthometric height was determined by differential leveling
 FG0562.and adjusted by the National Geodetic Survey in June 1991..
 FG0562
 FG0562.The geoid height was determined by GEOID03.
 FG0562
 FG0562.The dynamic height is computed by dividing the NAVD 88
 FG0562.geopotential number by the normal gravity value computed on the
 FG0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0562.degrees latitude (g = 980.6199 gals.).
 FG0562
 FG0562.The modeled gravity was interpolated from observed gravity values.
 FG0562
 FG0562;                    North         East    Units  Estimated Accuracy
 FG0562;SPC AR N     -   158,030.      352,550.      MT  (+/- 180 meters Scaled)
 FG0562
 FG0562                          SUPERSEDED SURVEY CONTROL
 FG0562
 FG0562  NGVD 29 (??/??/92)  460.418  (m)         1510.55   (f) ADJ UNCH    2 0
 FG0562
 FG0562.Superseded values are not recommended for survey control.
 FG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0562.See file dsdata.txt to determine how the superseded data were derived.
 FG0562
 FG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV429570(NAD 83)
 FG0562_MARKER: DB = BENCH MARK DISK
 FG0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0562_STAMPING: U-146 1945
 FG0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0562+STABILITY: SURFACE MOTION
 FG0562
 FG0562  HISTORY     - Date     Condition        Report By
 FG0562  HISTORY     - 1935     MONUMENTED       CGS
 FG0562
 FG0562                          STATION DESCRIPTION
 FG0562
 FG0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0562'IN DENNARD.
 FG0562'MARK SET ON NEELY PARKS FARM NOW OCCUPIED BY JOE SMITH.  ABOUT 300
 FG0562'FEET SOUTHEAST OF SOUTHEAST CORNER OF DENNARD POST OFFICE.  ABOUT 200
 FG0562'FEET SOUTHEAST OF SOUTHEAST CORNER OF JOE SMITHS FARM HOUSE.  72.5
 FG0562'FEET NORTHWEST OF JUNCTION OF U. S. HIGHWAY NO. 65 AND ROAD LEADING TO
 FG0562'WITTS SPRINGS.  53.7 FEET NORTHWEST OF DIRT ROAD LEADING WEST. 48.2
 FG0562'FEET SOUTHWEST OF CENTERLINE OF U. S. HIGHWAY NO. 65.  32.0 FEET WEST
 FG0562'OF SOUTHEAST CORNER OF 6 X 4 FT. CONCRETE BOX CULVERT UNDER U. S.
 FG0562'HIGHWAY NO. 65.  7.1 FEET SOUTHWEST OF A 4 INCH IN DIAMETER OAK TREE.
 FG0562'7.0 FEET WEST OF RIGHT-OF-WAY MARKER.  TABLET SET IN PRECAST CONCRETE
 FG0562'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0563 ***********************************************************************
 FG0563  DESIGNATION -  U 146 RESET
 FG0563  PID         -  FG0563
 FG0563  STATE/COUNTY-  AR/VAN BUREN
 FG0563  USGS QUAD   -  LESLIE (1963)
 FG0563
 FG0563                         *CURRENT SURVEY CONTROL
 FG0563  ___________________________________________________________________
 FG0563* NAD 83(1986)-  35 45 24.     (N)    092 31 29.     (W)     SCALED    
 FG0563* NAVD 88     -       461.20   (meters)    1513.1    (feet)  RESET     
 FG0563  ___________________________________________________________________
 FG0563  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FG0563
 FG0563  VERT ORDER  -  THIRD
 FG0563
 FG0563.The horizontal coordinates were scaled from a topographic map and have
 FG0563.an estimated accuracy of +/- 6 seconds.
 FG0563
 FG0563.The orthometric height was computed from unverified reset data.
 FG0563
 FG0563.The geoid height was determined by GEOID03.
 FG0563
 FG0563;                    North         East    Units  Estimated Accuracy
 FG0563;SPC AR N     -   158,030.      352,550.      MT  (+/- 180 meters Scaled)
 FG0563
 FG0563                          SUPERSEDED SURVEY CONTROL
 FG0563
 FG0563.No superseded survey control is available for this station.
 FG0563
 FG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV429570(NAD 83)
 FG0563_MARKER: DB = BENCH MARK DISK
 FG0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0563_STAMPING: U 146 RESET 1962
 FG0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0563+STABILITY: SURFACE MOTION
 FG0563
 FG0563  HISTORY     - Date     Condition        Report By
 FG0563  HISTORY     - 1962     MONUMENTED       CGS
 FG0563
 FG0563                          STATION DESCRIPTION
 FG0563
 FG0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0563'IN DENNARD.
 FG0563'AT DENNARD, ABOUT 0.2 MILE NORTH OF THE PRESENT POST OFFICE, IN THE
 FG0563'NORTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY
 FG0563'254, ABOUT 75 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 65, ABOUT 42
 FG0563'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 254 AND 4-1/2 FEET EAST
 FG0563'OF A 12-INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST
 FG0563'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0533 ***********************************************************************
 FG0533  DESIGNATION -  U 147
 FG0533  PID         -  FG0533
 FG0533  STATE/COUNTY-  AR/VAN BUREN
 FG0533  USGS QUAD   -  ALREAD (1965)
 FG0533
 FG0533                         *CURRENT SURVEY CONTROL
 FG0533  ___________________________________________________________________
 FG0533* NAD 83(1986)-  35 41 18.     (N)    092 39 35.     (W)     SCALED    
 FG0533* NAVD 88     -       270.688  (meters)     888.08   (feet)  ADJUSTED  
 FG0533  ___________________________________________________________________
 FG0533  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0533  DYNAMIC HT  -         270.426 (meters)     887.22  (feet)  COMP
 FG0533  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 FG0533
 FG0533  VERT ORDER  -  SECOND    CLASS 0
 FG0533
 FG0533.The horizontal coordinates were scaled from a topographic map and have
 FG0533.an estimated accuracy of +/- 6 seconds.
 FG0533
 FG0533.The orthometric height was determined by differential leveling
 FG0533.and adjusted by the National Geodetic Survey in June 1991..
 FG0533
 FG0533.The geoid height was determined by GEOID03.
 FG0533
 FG0533.The dynamic height is computed by dividing the NAVD 88
 FG0533.geopotential number by the normal gravity value computed on the
 FG0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0533.degrees latitude (g = 980.6199 gals.).
 FG0533
 FG0533.The modeled gravity was interpolated from observed gravity values.
 FG0533
 FG0533;                    North         East    Units  Estimated Accuracy
 FG0533;SPC AR N     -   150,530.      340,290.      MT  (+/- 180 meters Scaled)
 FG0533
 FG0533                          SUPERSEDED SURVEY CONTROL
 FG0533
 FG0533  NGVD 29 (??/??/92)  270.585  (m)          887.74   (f) ADJ UNCH    2 0
 FG0533
 FG0533.Superseded values are not recommended for survey control.
 FG0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0533.See file dsdata.txt to determine how the superseded data were derived.
 FG0533
 FG0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV307494(NAD 83)
 FG0533_MARKER: DB = BENCH MARK DISK
 FG0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0533_STAMPING: U 147 1935
 FG0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0533+STABILITY: SURFACE MOTION
 FG0533
 FG0533  HISTORY     - Date     Condition        Report By
 FG0533  HISTORY     - 1935     MONUMENTED       CGS
 FG0533  HISTORY     - 1939     GOOD             NGS
 FG0533
 FG0533                          STATION DESCRIPTION
 FG0533
 FG0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0533'3.2 MI SW FROM COPELAND.
 FG0533'3.2 MILES SOUTHWEST ALONG THE UNA ROAD FROM THE JUNCTION OF STATE
 FG0533'HIGHWAY 16 AT COPELAND, VAN BUREN COUNTY, AT THE THEODORE HORTON
 FG0533'FARMHOUSE ON THE CLYDE SIMMONS PROPERTY, 79 FEET SOUTHEAST OF THE
 FG0533'SOUTHEAST CORNER OF AN ABANDONED STOREHOUSE, 39 FEET SOUTHWEST OF A
 FG0533'MAIL BOX, 20 FEET NORTHEAST OF A LARGE ROCK, 19 FEET WEST OF THE
 FG0533'CENTERLINE OF THE ROAD, AND 1 1/2 FEET NORTH OF A FENCE.  A STANDARD
 FG0533'DISK, STAMPED U 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0544 ***********************************************************************
 FG0544  DESIGNATION -  U 148
 FG0544  PID         -  FG0544
 FG0544  STATE/COUNTY-  AR/VAN BUREN
 FG0544  USGS QUAD   -  SCOTLAND (1965)
 FG0544
 FG0544                         *CURRENT SURVEY CONTROL
 FG0544  ___________________________________________________________________
 FG0544* NAD 83(1986)-  35 37 13.     (N)    092 34 21.     (W)     SCALED    
 FG0544* NAVD 88     -       385.331  (meters)    1264.21   (feet)  ADJUSTED  
 FG0544  ___________________________________________________________________
 FG0544  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0544  DYNAMIC HT  -         384.967 (meters)    1263.01  (feet)  COMP
 FG0544  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 FG0544
 FG0544  VERT ORDER  -  SECOND    CLASS 0
 FG0544
 FG0544.The horizontal coordinates were scaled from a topographic map and have
 FG0544.an estimated accuracy of +/- 6 seconds.
 FG0544
 FG0544.The orthometric height was determined by differential leveling
 FG0544.and adjusted by the National Geodetic Survey in June 1991..
 FG0544
 FG0544.The geoid height was determined by GEOID03.
 FG0544
 FG0544.The dynamic height is computed by dividing the NAVD 88
 FG0544.geopotential number by the normal gravity value computed on the
 FG0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0544.degrees latitude (g = 980.6199 gals.).
 FG0544
 FG0544.The modeled gravity was interpolated from observed gravity values.
 FG0544
 FG0544;                    North         East    Units  Estimated Accuracy
 FG0544;SPC AR N     -   142,930.      348,140.      MT  (+/- 180 meters Scaled)
 FG0544
 FG0544                          SUPERSEDED SURVEY CONTROL
 FG0544
 FG0544  NGVD 29 (??/??/92)  385.239  (m)         1263.90   (f) ADJ UNCH    2 0
 FG0544
 FG0544.Superseded values are not recommended for survey control.
 FG0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0544.See file dsdata.txt to determine how the superseded data were derived.
 FG0544
 FG0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV387419(NAD 83)
 FG0544_MARKER: DB = BENCH MARK DISK
 FG0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0544_STAMPING: U 148 1935
 FG0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0544+STABILITY: SURFACE MOTION
 FG0544
 FG0544  HISTORY     - Date     Condition        Report By
 FG0544  HISTORY     - 1935     MONUMENTED       CGS
 FG0544  HISTORY     - 1963     MARK NOT FOUND   NGS
 FG0544
 FG0544                          STATION DESCRIPTION
 FG0544
 FG0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0544'6.7 MI SE FROM COPELAND.
 FG0544'6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF THE
 FG0544'DENNARD ROAD AT COPELAND, VAN BUREN COUNTY, 0.2 MILE WEST OF THE N. W.
 FG0544'HUNHERNANDER HOUSE, 34 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 10
 FG0544'FEET EAST OF THE CENTERLINE OF A ROAD LEADING NORTH, 17 FEET NORTH OF
 FG0544'THE SOUTHWEST CORNER OF A FIELD, AND 9 INCHES WEST OF A WIRE FENCE. A
 FG0544'STANDARD DISK, STAMPED U 148 1935 AND SET IN THE TOP OF A CONCRETE
 FG0544'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0605 ***********************************************************************
 FG0605  DESIGNATION -  U 149
 FG0605  PID         -  FG0605
 FG0605  STATE/COUNTY-  AR/SEARCY
 FG0605  USGS QUAD   -  MARSHALL (1980)
 FG0605
 FG0605                         *CURRENT SURVEY CONTROL
 FG0605  ___________________________________________________________________
 FG0605* NAD 83(1986)-  35 52 40.     (N)    092 42 01.     (W)     SCALED    
 FG0605* NAVD 88     -       242.949  (meters)     797.08   (feet)  ADJUSTED  
 FG0605  ___________________________________________________________________
 FG0605  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FG0605  DYNAMIC HT  -         242.730 (meters)     796.36  (feet)  COMP
 FG0605  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 FG0605
 FG0605  VERT ORDER  -  SECOND    CLASS 0
 FG0605
 FG0605.The horizontal coordinates were scaled from a topographic map and have
 FG0605.an estimated accuracy of +/- 6 seconds.
 FG0605
 FG0605.The orthometric height was determined by differential leveling
 FG0605.and adjusted by the National Geodetic Survey in June 1991..
 FG0605
 FG0605.The geoid height was determined by GEOID03.
 FG0605
 FG0605.The dynamic height is computed by dividing the NAVD 88
 FG0605.geopotential number by the normal gravity value computed on the
 FG0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0605.degrees latitude (g = 980.6199 gals.).
 FG0605
 FG0605.The modeled gravity was interpolated from observed gravity values.
 FG0605
 FG0605;                    North         East    Units  Estimated Accuracy
 FG0605;SPC AR N     -   171,570.      336,770.      MT  (+/- 180 meters Scaled)
 FG0605
 FG0605                          SUPERSEDED SURVEY CONTROL
 FG0605
 FG0605  NGVD 29 (??/??/92)  242.836  (m)          796.70   (f) ADJ UNCH    2 0
 FG0605
 FG0605.Superseded values are not recommended for survey control.
 FG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0605.See file dsdata.txt to determine how the superseded data were derived.
 FG0605
 FG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV270704(NAD 83)
 FG0605_MARKER: DB = BENCH MARK DISK
 FG0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0605_STAMPING: U 149 1935
 FG0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0605+STABILITY: SURFACE MOTION
 FG0605
 FG0605  HISTORY     - Date     Condition        Report By
 FG0605  HISTORY     - 1935     MONUMENTED       CGS
 FG0605
 FG0605                          STATION DESCRIPTION
 FG0605
 FG0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0605'2.8 MI W FROM MARSHALL.
 FG0605'2.8 MILES WEST ALONG U. S. HIGHWAY 65 FROM THE COURTHOUSE AT MARSHALL,
 FG0605'SEARCY COUNTY, 3.1 MILES SOUTH ALONG A CUT-OFF ROAD TO STATE HIGHWAY
 FG0605'27 AND ALONG STATE HIGHWAY 27, 25 FEET SOUTH OF THE NORTHWEST CORNER
 FG0605'OF THE HORTON (CANNON) DIST. NO. 32 SCHOOL, 120 FEET EAST OF THE
 FG0605'CENTERLINE OF THE HIGHWAY, 120 FEET EAST OF THE NORTHEAST CORNER OF A
 FG0605'WOODEN BRIDGE, 32 FEET NORTH OF A WELL SHED, 8 FEET NORTH OF THE
 FG0605'SOUTHWEST CORNER OF THE SCHOOL, AND 2 FEET WEST OF THE BUILDING. A
 FG0605'STANDARD DISK, STAMPED U 149 1935 AND SET IN THE TOP OF A CONCRETE
 FG0605'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0536 ***********************************************************************
 FF0536  DESIGNATION -  U 15
 FF0536  PID         -  FF0536
 FF0536  STATE/COUNTY-  AR/CROSS
 FF0536  USGS QUAD   -  WYNNE (1992)
 FF0536
 FF0536                         *CURRENT SURVEY CONTROL
 FF0536  ___________________________________________________________________
 FF0536* NAD 83(1986)-  35 13 27.     (N)    090 47 31.     (W)     SCALED    
 FF0536* NAVD 88     -        79.076  (meters)     259.44   (feet)  ADJUSTED  
 FF0536  ___________________________________________________________________
 FF0536  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0536  DYNAMIC HT  -          79.005 (meters)     259.20  (feet)  COMP
 FF0536  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 FF0536
 FF0536  VERT ORDER  -  FIRST     CLASS II
 FF0536
 FF0536.The horizontal coordinates were scaled from a topographic map and have
 FF0536.an estimated accuracy of +/- 6 seconds.
 FF0536
 FF0536.The orthometric height was determined by differential leveling
 FF0536.and adjusted by the National Geodetic Survey in June 1991..
 FF0536
 FF0536.The geoid height was determined by GEOID03.
 FF0536
 FF0536.The dynamic height is computed by dividing the NAVD 88
 FF0536.geopotential number by the normal gravity value computed on the
 FF0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0536.degrees latitude (g = 980.6199 gals.).
 FF0536
 FF0536.The modeled gravity was interpolated from observed gravity values.
 FF0536
 FF0536;                    North         East    Units  Estimated Accuracy
 FF0536;SPC AR N     -    99,510.      509,970.      MT  (+/- 180 meters Scaled)
 FF0536
 FF0536                          SUPERSEDED SURVEY CONTROL
 FF0536
 FF0536  NGVD 29 (??/??/??)   79.045  (m)          259.33   (f) ADJUSTED    1 2
 FF0536
 FF0536.Superseded values are not recommended for survey control.
 FF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0536.See file dsdata.txt to determine how the superseded data were derived.
 FF0536
 FF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV009001(NAD 83)
 FF0536_MARKER: DB = BENCH MARK DISK
 FF0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0536_SP_SET: BUILDING
 FF0536_STAMPING: 259.278 U 15 1932
 FF0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0536
 FF0536  HISTORY     - Date     Condition        Report By
 FF0536  HISTORY     - 1932     MONUMENTED       CGS
 FF0536  HISTORY     - 1956     GOOD             CGS
 FF0536  HISTORY     - 20030602 MARK NOT FOUND   USACE
 FF0536
 FF0536                          STATION DESCRIPTION
 FF0536
 FF0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0536'AT WYNNE.
 FF0536'AT WYNNE, AT THE MISSOURI PACIFIC RAILROAD STATION, SET
 FF0536'VERTICALLY IN THE WEST FACE OF STATION BUILDING, 44 FEET EAST
 FF0536'OF EAST RAIL OF MAIN NORTH-SOUTH TRACK, 171 FEET NORTH OF NORTH
 FF0536'RAIL OF MAIN EAST-WEST TRACK, 52 FEET NORTH OF SOUTHWEST CORNER
 FF0536'OF RAILROAD STATION, IN A BRICK COLUMN BETWEEN ENTRANCE TO WHITE
 FF0536'WAITING ROOM AND A WINDOW, 0.7 FOOT SOUTH OF SOUTH EDGE OF DOOR
 FF0536'TO WAITING ROOM, 1 1/2 FEET ABOVE STONE WATER TABLE AND 5 FEET
 FF0536'ABOVE LEVEL OF STATION PLATFORM.
 FF0536
 FF0536                          STATION RECOVERY (2003)
 FF0536
 FF0536'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0615 ***********************************************************************
 FG0615  DESIGNATION -  U 150
 FG0615  PID         -  FG0615
 FG0615  STATE/COUNTY-  AR/SEARCY
 FG0615  USGS QUAD   -  CANAAN (1980)
 FG0615
 FG0615                         *CURRENT SURVEY CONTROL
 FG0615  ___________________________________________________________________
 FG0615* NAD 83(1986)-  35 46 29.     (N)    092 42 21.     (W)     SCALED    
 FG0615* NAVD 88     -       396.621  (meters)    1301.25   (feet)  ADJUSTED  
 FG0615  ___________________________________________________________________
 FG0615  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FG0615  DYNAMIC HT  -         396.242 (meters)    1300.00  (feet)  COMP
 FG0615  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 FG0615
 FG0615  VERT ORDER  -  SECOND    CLASS 0
 FG0615
 FG0615.The horizontal coordinates were scaled from a topographic map and have
 FG0615.an estimated accuracy of +/- 6 seconds.
 FG0615
 FG0615.The orthometric height was determined by differential leveling
 FG0615.and adjusted by the National Geodetic Survey in June 1991..
 FG0615
 FG0615.The geoid height was determined by GEOID03.
 FG0615
 FG0615.The dynamic height is computed by dividing the NAVD 88
 FG0615.geopotential number by the normal gravity value computed on the
 FG0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0615.degrees latitude (g = 980.6199 gals.).
 FG0615
 FG0615.The modeled gravity was interpolated from observed gravity values.
 FG0615
 FG0615;                    North         East    Units  Estimated Accuracy
 FG0615;SPC AR N     -   160,140.      336,180.      MT  (+/- 180 meters Scaled)
 FG0615
 FG0615                          SUPERSEDED SURVEY CONTROL
 FG0615
 FG0615  NGVD 29 (??/??/92)  396.509  (m)         1300.88   (f) ADJ UNCH    2 0
 FG0615
 FG0615.Superseded values are not recommended for survey control.
 FG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0615.See file dsdata.txt to determine how the superseded data were derived.
 FG0615
 FG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV265590(NAD 83)
 FG0615_MARKER: DB = BENCH MARK DISK
 FG0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0615_STAMPING: U 150 1935
 FG0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0615+STABILITY: SURFACE MOTION
 FG0615
 FG0615  HISTORY     - Date     Condition        Report By
 FG0615  HISTORY     - 1935     MONUMENTED       CGS
 FG0615  HISTORY     - 1963     GOOD             NGS
 FG0615
 FG0615                          STATION DESCRIPTION
 FG0615
 FG0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0615'1.3 MI SW FROM KAY.
 FG0615'1.3 MILES SOUTHWEST ALONG THE RED RIVER ROAD FROM THE POST OFFICE AT
 FG0615'KAY, SEARCY COUNTY, 0.9 MILE NORTHEAST OF THE W. J. HINCHEY FARMHOUSE,
 FG0615'250 FEET NORTH OF THE BIG RED RIVER, 100 FEET SOUTH OF AN OUTCROP OF
 FG0615'ROCK ON A RIDGE, 40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET
 FG0615'NORTHEAST OF TWIN BLACK OAK TREES, AND 5 FEET EAST OF A 12-INCH
 FG0615'HICKORY TREE.  A STANDARD DISK, STAMPED U 150 1935 AND SET IN THE TOP
 FG0615'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1162 ***********************************************************************
 EJ1162  DESIGNATION -  U 151
 EJ1162  PID         -  EJ1162
 EJ1162  STATE/COUNTY-  AR/CLARK
 EJ1162  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1162
 EJ1162                         *CURRENT SURVEY CONTROL
 EJ1162  ___________________________________________________________________
 EJ1162* NAD 83(1986)-  34 10 37.     (N)    093 04 15.     (W)     SCALED    
 EJ1162* NAVD 88     -        65.310  (meters)     214.27   (feet)  ADJUSTED  
 EJ1162  ___________________________________________________________________
 EJ1162  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ1162  DYNAMIC HT  -          65.245 (meters)     214.06  (feet)  COMP
 EJ1162  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 EJ1162
 EJ1162  VERT ORDER  -  SECOND    CLASS 0
 EJ1162
 EJ1162.The horizontal coordinates were scaled from a topographic map and have
 EJ1162.an estimated accuracy of +/- 6 seconds.
 EJ1162
 EJ1162.The orthometric height was determined by differential leveling
 EJ1162.and adjusted by the National Geodetic Survey in June 1991..
 EJ1162
 EJ1162.The geoid height was determined by GEOID03.
 EJ1162
 EJ1162.The dynamic height is computed by dividing the NAVD 88
 EJ1162.geopotential number by the normal gravity value computed on the
 EJ1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1162.degrees latitude (g = 980.6199 gals.).
 EJ1162
 EJ1162.The modeled gravity was interpolated from observed gravity values.
 EJ1162
 EJ1162;                    North         East    Units  Estimated Accuracy
 EJ1162;SPC AR S     -   568,030.      301,290.      MT  (+/- 180 meters Scaled)
 EJ1162
 EJ1162                          SUPERSEDED SURVEY CONTROL
 EJ1162
 EJ1162  NGVD 29 (??/??/92)   65.324  (m)          214.32   (f) ADJ UNCH    2 0
 EJ1162
 EJ1162.Superseded values are not recommended for survey control.
 EJ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1162.See file dsdata.txt to determine how the superseded data were derived.
 EJ1162
 EJ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT934817(NAD 83)
 EJ1162_MARKER: DB = BENCH MARK DISK
 EJ1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1162_SP_SET: BRIDGE
 EJ1162_STAMPING: U 151 1935
 EJ1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1162
 EJ1162  HISTORY     - Date     Condition        Report By
 EJ1162  HISTORY     - 1935     MONUMENTED       CGS
 EJ1162  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EJ1162  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1162
 EJ1162                          STATION DESCRIPTION
 EJ1162
 EJ1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1162'4.8 MI N FROM ARKADELPHIA.
 EJ1162'4.8 MILES NORTH ALONG U.S. HIGHWAY 67 FROM THE POST OFFICE AT
 EJ1162'ARKADELPHIA, 0.3 MILE SOUTH OF THE JUNCTION WITH STATE HIGHWAY 7, AT A
 EJ1162'STEEL BRIDGE OVER THE CADDO RIVER, 13 FEET EAST OF THE CENTERLINE OF
 EJ1162'THE HIGHWAY, 1.5 FEET SOUTHWEST OF THE NORTH END OF THE EAST GUARD
 EJ1162'RAIL, UNDER THE BRONZE NAME PLATE, AND IN THE TOP OF THE RAIL FOOTING.
 EJ1162'A STANDARD DISK, STAMPED U 151 1935.
 EJ1162
 EJ1162                          STATION RECOVERY (1987)
 EJ1162
 EJ1162'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 EJ1162'MARK NOT FOUND.
 EJ1162
 EJ1162                          STATION RECOVERY (1998)
 EJ1162
 EJ1162'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0531 ***********************************************************************
 GF0531  DESIGNATION -  U 152
 GF0531  PID         -  GF0531
 GF0531  STATE/COUNTY-  AR/CARROLL
 GF0531  USGS QUAD   -  GRANDVIEW (1972)
 GF0531
 GF0531                         *CURRENT SURVEY CONTROL
 GF0531  ___________________________________________________________________
 GF0531* NAD 83(1986)-  36 23 44.     (N)    093 32 52.     (W)     SCALED    
 GF0531* NAVD 88     -       379.091  (meters)    1243.73   (feet)  ADJUSTED  
 GF0531  ___________________________________________________________________
 GF0531  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GF0531  DYNAMIC HT  -         378.761 (meters)    1242.65  (feet)  COMP
 GF0531  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 GF0531
 GF0531  VERT ORDER  -  SECOND    CLASS 0
 GF0531
 GF0531.The horizontal coordinates were scaled from a topographic map and have
 GF0531.an estimated accuracy of +/- 6 seconds.
 GF0531
 GF0531.The orthometric height was determined by differential leveling
 GF0531.and adjusted by the National Geodetic Survey in June 1991..
 GF0531
 GF0531.The geoid height was determined by GEOID03.
 GF0531
 GF0531.The dynamic height is computed by dividing the NAVD 88
 GF0531.geopotential number by the normal gravity value computed on the
 GF0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0531.degrees latitude (g = 980.6199 gals.).
 GF0531
 GF0531.The modeled gravity was interpolated from observed gravity values.
 GF0531
 GF0531;                    North         East    Units  Estimated Accuracy
 GF0531;SPC AR N     -   229,890.      261,150.      MT  (+/- 180 meters Scaled)
 GF0531
 GF0531                          SUPERSEDED SURVEY CONTROL
 GF0531
 GF0531  NGVD 29 (??/??/92)  378.962  (m)         1243.31   (f) ADJ UNCH    2 0
 GF0531
 GF0531.Superseded values are not recommended for survey control.
 GF0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0531.See file dsdata.txt to determine how the superseded data were derived.
 GF0531
 GF0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA508279(NAD 83)
 GF0531_MARKER: DB = BENCH MARK DISK
 GF0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0531_STAMPING: U 152 1935
 GF0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0531+STABILITY: SURFACE MOTION
 GF0531
 GF0531  HISTORY     - Date     Condition        Report By
 GF0531  HISTORY     - 1935     MONUMENTED       CGS
 GF0531  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0531
 GF0531                          STATION DESCRIPTION
 GF0531
 GF0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0531'1.9 MI S FROM URBANETTE.
 GF0531'1.9 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE MISSOURI AND
 GF0531'NORTH ARKANSAS RAILWAY STATION AT URBANETTE, CARROLL COUNTY, 130
 GF0531'FEET SOUTHWEST OF THE CHARLIE PHILLIPS FARMHOUSE ON THE WEEKLY
 GF0531'FARM, 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET
 GF0531'NORTHWEST OF A POLE, 21 FEET WEST OF A NORTHEAST FENCE CORNER,
 GF0531'AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED U 152 1935
 GF0531'AND SET IN THE TOP OF A CONCRETE POST.
 GF0531
 GF0531                          STATION RECOVERY (1971)
 GF0531
 GF0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0789 ***********************************************************************
 FG0789  DESIGNATION -  U 156
 FG0789  PID         -  FG0789
 FG0789  STATE/COUNTY-  AR/NEWTON
 FG0789  USGS QUAD   -  BOXLEY (1975)
 FG0789
 FG0789                         *CURRENT SURVEY CONTROL
 FG0789  ___________________________________________________________________
 FG0789* NAD 83(1986)-  35 55 21.     (N)    093 26 22.     (W)     SCALED    
 FG0789* NAVD 88     -       658.819  (meters)    2161.48   (feet)  ADJUSTED  
 FG0789  ___________________________________________________________________
 FG0789  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FG0789  DYNAMIC HT  -         658.188 (meters)    2159.41  (feet)  COMP
 FG0789  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 FG0789
 FG0789  VERT ORDER  -  SECOND    CLASS 0
 FG0789
 FG0789.The horizontal coordinates were scaled from a topographic map and have
 FG0789.an estimated accuracy of +/- 6 seconds.
 FG0789
 FG0789.The orthometric height was determined by differential leveling
 FG0789.and adjusted by the National Geodetic Survey in June 1991..
 FG0789
 FG0789.The geoid height was determined by GEOID03.
 FG0789
 FG0789.The dynamic height is computed by dividing the NAVD 88
 FG0789.geopotential number by the normal gravity value computed on the
 FG0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0789.degrees latitude (g = 980.6199 gals.).
 FG0789
 FG0789.The modeled gravity was interpolated from observed gravity values.
 FG0789
 FG0789;                    North         East    Units  Estimated Accuracy
 FG0789;SPC AR N     -   177,260.      270,100.      MT  (+/- 180 meters Scaled)
 FG0789
 FG0789                          SUPERSEDED SURVEY CONTROL
 FG0789
 FG0789  NGVD 29 (??/??/92)  658.720  (m)         2161.15   (f) ADJ UNCH    2 0
 FG0789
 FG0789.Superseded values are not recommended for survey control.
 FG0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0789.See file dsdata.txt to determine how the superseded data were derived.
 FG0789
 FG0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV603754(NAD 83)
 FG0789_MARKER: DB = BENCH MARK DISK
 FG0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0789_STAMPING: U 156 1935
 FG0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0789+STABILITY: SURFACE MOTION
 FG0789
 FG0789  HISTORY     - Date     Condition        Report By
 FG0789  HISTORY     - 1935     MONUMENTED       CGS
 FG0789
 FG0789                          STATION DESCRIPTION
 FG0789
 FG0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0789'1.2 MI SW FROM BOXLEY.
 FG0789'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 FG0789'BOXLEY, NEWTON COUNTY, 3.9 MILES SOUTHWEST ALONG THE BOXLEY-REDSTAR
 FG0789'ROAD, 130 FEET SOUTH OF A TWO-STORY HOUSE, 31 FEET WEST OF THE
 FG0789'CENTERLINE OF THE ROAD, IN AN OPEN UNCULTIVATED FIELD, 6 1/2 FEET
 FG0789'SOUTHWEST OF A SOUTHEAST FENCE CORNER, AND 1 1/2 FEET SOUTH OF A
 FG0789'FENCE.  A STANDARD DISK, STAMPED U 156 1935 AND SET IN THE TOP OF A
 FG0789'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0412 ***********************************************************************
 GF0412  DESIGNATION -  U 157
 GF0412  PID         -  GF0412
 GF0412  STATE/COUNTY-  AR/CARROLL
 GF0412  USGS QUAD   -  ALPENA (1972)
 GF0412
 GF0412                         *CURRENT SURVEY CONTROL
 GF0412  ___________________________________________________________________
 GF0412* NAD 83(1986)-  36 15 41.     (N)    093 19 14.     (W)     SCALED    
 GF0412* NAVD 88     -       357.611  (meters)    1173.26   (feet)  ADJUSTED  
 GF0412  ___________________________________________________________________
 GF0412  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GF0412  DYNAMIC HT  -         357.291 (meters)    1172.21  (feet)  COMP
 GF0412  MODELED GRAV-     979,729.1   (mgal)                       NAVD 88
 GF0412
 GF0412  VERT ORDER  -  SECOND    CLASS 0
 GF0412
 GF0412.The horizontal coordinates were scaled from a topographic map and have
 GF0412.an estimated accuracy of +/- 6 seconds.
 GF0412
 GF0412.The orthometric height was determined by differential leveling
 GF0412.and adjusted by the National Geodetic Survey in June 1991..
 GF0412
 GF0412.The geoid height was determined by GEOID03.
 GF0412
 GF0412.The dynamic height is computed by dividing the NAVD 88
 GF0412.geopotential number by the normal gravity value computed on the
 GF0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0412.degrees latitude (g = 980.6199 gals.).
 GF0412
 GF0412.The modeled gravity was interpolated from observed gravity values.
 GF0412
 GF0412;                    North         East    Units  Estimated Accuracy
 GF0412;SPC AR N     -   214,710.      281,330.      MT  (+/- 180 meters Scaled)
 GF0412
 GF0412                          SUPERSEDED SURVEY CONTROL
 GF0412
 GF0412  NGVD 29 (??/??/92)  357.492  (m)         1172.87   (f) ADJ UNCH    2 0
 GF0412
 GF0412.Superseded values are not recommended for survey control.
 GF0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0412.See file dsdata.txt to determine how the superseded data were derived.
 GF0412
 GF0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA712129(NAD 83)
 GF0412_MARKER: DB = BENCH MARK DISK
 GF0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0412_STAMPING: U 157 1935
 GF0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0412+STABILITY: SURFACE MOTION
 GF0412
 GF0412  HISTORY     - Date     Condition        Report By
 GF0412  HISTORY     - 1935     MONUMENTED       CGS
 GF0412
 GF0412                          STATION DESCRIPTION
 GF0412
 GF0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0412'AT CARROLLTON.
 GF0412'AT CARROLLTON, CARROLL COUNTY, AT THE SCHOOL, IN THE NORTHWEST
 GF0412'CORNER OF THE YARD, 150 FEET NORTHWEST OF THE BUILDING, 130
 GF0412'FEET SOUTH OF THE POST OFFICE AND THE J.H. ASHLEY STORE, 75
 GF0412'FEET SOUTH OF THE SOUTHEAST CORNER OF A VACANT STOREHOUSE OWNED
 GF0412'BY WILL CROCKETT, 63 FEET SOUTH OF THE CENTERLINE OF STATE
 GF0412'HIGHWAY 68 AT A RIGHT ANGLE CURVE, 31 FEET SOUTH OF THE NORTHEAST
 GF0412'CORNER OF A FENCE, AND 2 FEET EAST OF A NORTH-AND-SOUTH FENCE.
 GF0412'A STANDARD DISK, STAMPED U 157 1935 AND SET IN THE TOP OF A
 GF0412'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0406 ***********************************************************************
 GF0406  DESIGNATION -  U 158
 GF0406  PID         -  GF0406
 GF0406  STATE/COUNTY-  AR/CARROLL
 GF0406  USGS QUAD   -  GAITHER (1967)
 GF0406
 GF0406                         *CURRENT SURVEY CONTROL
 GF0406  ___________________________________________________________________
 GF0406* NAD 83(1986)-  36 11 03.     (N)    093 15 00.     (W)     SCALED    
 GF0406* NAVD 88     -       501.053  (meters)    1643.87   (feet)  ADJUSTED  
 GF0406  ___________________________________________________________________
 GF0406  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GF0406  DYNAMIC HT  -         500.584 (meters)    1642.33  (feet)  COMP
 GF0406  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 GF0406
 GF0406  VERT ORDER  -  SECOND    CLASS 0
 GF0406
 GF0406.The horizontal coordinates were scaled from a topographic map and have
 GF0406.an estimated accuracy of +/- 6 seconds.
 GF0406
 GF0406.The orthometric height was determined by differential leveling
 GF0406.and adjusted by the National Geodetic Survey in June 1991..
 GF0406
 GF0406.The geoid height was determined by GEOID03.
 GF0406
 GF0406.The dynamic height is computed by dividing the NAVD 88
 GF0406.geopotential number by the normal gravity value computed on the
 GF0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0406.degrees latitude (g = 980.6199 gals.).
 GF0406
 GF0406.The modeled gravity was interpolated from observed gravity values.
 GF0406
 GF0406;                    North         East    Units  Estimated Accuracy
 GF0406;SPC AR N     -   206,050.      287,560.      MT  (+/- 180 meters Scaled)
 GF0406
 GF0406                          SUPERSEDED SURVEY CONTROL
 GF0406
 GF0406  NGVD 29 (??/??/92)  500.914  (m)         1643.42   (f) ADJ UNCH    2 0
 GF0406
 GF0406.Superseded values are not recommended for survey control.
 GF0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0406.See file dsdata.txt to determine how the superseded data were derived.
 GF0406
 GF0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA775044(NAD 83)
 GF0406_MARKER: DB = BENCH MARK DISK
 GF0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0406_STAMPING: U 158 1935
 GF0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0406+STABILITY: SURFACE MOTION
 GF0406
 GF0406  HISTORY     - Date     Condition        Report By
 GF0406  HISTORY     - 1935     MONUMENTED       CGS
 GF0406
 GF0406                          STATION DESCRIPTION
 GF0406
 GF0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0406'6.9 MI NE FROM DELMAR.
 GF0406'6.9 MILES NORTHEAST ALONG THE BATAVIA-DELMAR ROAD FROM THE POST
 GF0406'OFFICE AT DELMAR, CARROLL COUNTY, 62 FEET SOUTH OF THE SOUTHWEST
 GF0406'CORNER OF THE SARAH LITTLE FARMHOUSE, 36 FEET NORTH OF THE
 GF0406'CENTERLINE OF THE ROAD, 28 FEET NORTHWEST OF THE WEST END OF
 GF0406'A YARD GATE, 23 FEET NORTH OF A FENCE, 11 FEET SOUTHEAST OF AN
 GF0406'8-INCH CEDAR TREE, AND ON THE SOUTH SIDE OF THE SARAH LITTLE YARD.
 GF0406'A STANDARD DISK, STAMPED U 158 1935 AND SET IN THE TOP OF A
 GF0406'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0397 ***********************************************************************
 GF0397  DESIGNATION -  U 159
 GF0397  PID         -  GF0397
 GF0397  STATE/COUNTY-  AR/NEWTON
 GF0397  USGS QUAD   -  PONCA (1967)
 GF0397
 GF0397                         *CURRENT SURVEY CONTROL
 GF0397  ___________________________________________________________________
 GF0397* NAD 83(1986)-  36 03 50.     (N)    093 21 38.     (W)     SCALED    
 GF0397* NAVD 88     -       665.357  (meters)    2182.93   (feet)  ADJUSTED  
 GF0397  ___________________________________________________________________
 GF0397  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0397  DYNAMIC HT  -         664.716 (meters)    2180.82  (feet)  COMP
 GF0397  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 GF0397
 GF0397  VERT ORDER  -  SECOND    CLASS 0
 GF0397
 GF0397.The horizontal coordinates were scaled from a topographic map and have
 GF0397.an estimated accuracy of +/- 6 seconds.
 GF0397
 GF0397.The orthometric height was determined by differential leveling
 GF0397.and adjusted by the National Geodetic Survey in June 1991..
 GF0397
 GF0397.The geoid height was determined by GEOID03.
 GF0397
 GF0397.The dynamic height is computed by dividing the NAVD 88
 GF0397.geopotential number by the normal gravity value computed on the
 GF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0397.degrees latitude (g = 980.6199 gals.).
 GF0397
 GF0397.The modeled gravity was interpolated from observed gravity values.
 GF0397
 GF0397;                    North         East    Units  Estimated Accuracy
 GF0397;SPC AR N     -   192,840.      277,430.      MT  (+/- 180 meters Scaled)
 GF0397
 GF0397                          SUPERSEDED SURVEY CONTROL
 GF0397
 GF0397  NGVD 29 (??/??/92)  665.231  (m)         2182.51   (f) ADJ UNCH    2 0
 GF0397
 GF0397.Superseded values are not recommended for survey control.
 GF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0397.See file dsdata.txt to determine how the superseded data were derived.
 GF0397
 GF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV675910(NAD 83)
 GF0397_MARKER: DB = BENCH MARK DISK
 GF0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0397_STAMPING: U 159 1935
 GF0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0397+STABILITY: SURFACE MOTION
 GF0397
 GF0397  HISTORY     - Date     Condition        Report By
 GF0397  HISTORY     - 1935     MONUMENTED       CGS
 GF0397
 GF0397                          STATION DESCRIPTION
 GF0397
 GF0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0397'3.5 MI N FROM PONCA.
 GF0397'3.5 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 GF0397'PONCA, NEWTON COUNTY, 27 FEET SOUTH OF THE SOUTHWEST CORNER OF
 GF0397'THE E.J. EASTER FARMHOUSE, 42 FEET EAST OF THE CENTERLINE OF THE
 GF0397'HIGHWAY, 9 FEET EAST OF THE SOUTHWEST CORNER OF A YARD FENCE,
 GF0397'6.8 FEET WEST OF THE WEST END OF THE YARD GATE.  A STANDARD
 GF0397'DISK, STAMPED U 159 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0509 ***********************************************************************
 GE0509  DESIGNATION -  U 16
 GE0509  PID         -  GE0509
 GE0509  STATE/COUNTY-  AR/FULTON
 GE0509  USGS QUAD   -  CAMP (1962)
 GE0509
 GE0509                         *CURRENT SURVEY CONTROL
 GE0509  ___________________________________________________________________
 GE0509* NAD 83(1986)-  36 27 59.     (N)    091 38 39.     (W)     SCALED    
 GE0509* NAVD 88     -       220.568  (meters)     723.65   (feet)  ADJUSTED  
 GE0509  ___________________________________________________________________
 GE0509  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE0509  DYNAMIC HT  -         220.386 (meters)     723.05  (feet)  COMP
 GE0509  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 GE0509
 GE0509  VERT ORDER  -  SECOND    CLASS 0
 GE0509
 GE0509.The horizontal coordinates were scaled from a topographic map and have
 GE0509.an estimated accuracy of +/- 6 seconds.
 GE0509
 GE0509.The orthometric height was determined by differential leveling
 GE0509.and adjusted by the National Geodetic Survey in June 1991..
 GE0509
 GE0509.The geoid height was determined by GEOID03.
 GE0509
 GE0509.The dynamic height is computed by dividing the NAVD 88
 GE0509.geopotential number by the normal gravity value computed on the
 GE0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0509.degrees latitude (g = 980.6199 gals.).
 GE0509
 GE0509.The modeled gravity was interpolated from observed gravity values.
 GE0509
 GE0509;                    North         East    Units  Estimated Accuracy
 GE0509;SPC AR N     -   236,720.      431,900.      MT  (+/- 180 meters Scaled)
 GE0509
 GE0509                          SUPERSEDED SURVEY CONTROL
 GE0509
 GE0509  NGVD 29 (??/??/92)  220.450  (m)          723.26   (f) ADJ UNCH    2 0
 GE0509
 GE0509.Superseded values are not recommended for survey control.
 GE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0509.See file dsdata.txt to determine how the superseded data were derived.
 GE0509
 GE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA214365(NAD 83)
 GE0509_MARKER: DB = BENCH MARK DISK
 GE0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0509_STAMPING: 723.260 U 16 1932
 GE0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0509+STABILITY: SURFACE MOTION
 GE0509
 GE0509  HISTORY     - Date     Condition        Report By
 GE0509  HISTORY     - 1932     MONUMENTED       CGS
 GE0509  HISTORY     - 1959     POOR             USGS
 GE0509  HISTORY     - 20060206 POOR             MODNR
 GE0509
 GE0509                          STATION DESCRIPTION
 GE0509
 GE0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0509'6.8 MI SW FROM MAMMOTH SPRING.
 GE0509'ABOUT 6-3/4 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM MAMMOTH
 GE0509'SPRINGS, FULTON COUNTY, ABOUT 1/2 MILE NORTHEAST OF FRYATT,
 GE0509'ABOUT 200 YARDS EAST OF A DIRT ROAD LEADING NORTH, AT THE
 GE0509'SOUTHEAST CORNER OF A SMALL FIELD OWNED BY B.B. MC DONALD, ABOUT
 GE0509'50 YARDS SOUTHWEST OF THE HOUSE, 42 FEET NORTH OF THE CENTER
 GE0509'LINE OF THE HIGHWAY, AND 9 FEET WEST OF THE CENTER LINE OF THE
 GE0509'DRIVEWAY TO THE HOUSE.  A STANDARD DISK, STAMPED 723.260 U 16
 GE0509'1932 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CHIPPED ON
 GE0509'NE CORNER AND PROJECTS 1 FT. ABOVE GROUND.  HIT BY BULLDOZER
 GE0509'8 YRS. AGO.
 GE0509
 GE0509                          STATION RECOVERY (1959)
 GE0509
 GE0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GE0509'MARK RECOVERED IN POOR CONDITION.
 GE0509
 GE0509                          STATION RECOVERY (2006)
 GE0509
 GE0509'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0509'THE CONCRETE MONUMENT HAS BEEN BUMP INTO, TILTED NORTHEASTERLY AND
 GE0509'CHIPS, BUT IS STILL SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1005 ***********************************************************************
 EJ1005  DESIGNATION -  U 161
 EJ1005  PID         -  EJ1005
 EJ1005  STATE/COUNTY-  AR/YELL
 EJ1005  USGS QUAD   -  ONYX (1968)
 EJ1005
 EJ1005                         *CURRENT SURVEY CONTROL
 EJ1005  ___________________________________________________________________
 EJ1005* NAD 83(1986)-  34 45 10.     (N)    093 26 37.     (W)     SCALED    
 EJ1005* NAVD 88     -       236.635  (meters)     776.36   (feet)  ADJUSTED  
 EJ1005  ___________________________________________________________________
 EJ1005  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EJ1005  DYNAMIC HT  -         236.393 (meters)     775.57  (feet)  COMP
 EJ1005  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 EJ1005
 EJ1005  VERT ORDER  -  SECOND    CLASS 0
 EJ1005
 EJ1005.The horizontal coordinates were scaled from a topographic map and have
 EJ1005.an estimated accuracy of +/- 6 seconds.
 EJ1005
 EJ1005.The orthometric height was determined by differential leveling
 EJ1005.and adjusted by the National Geodetic Survey in June 1991..
 EJ1005
 EJ1005.The geoid height was determined by GEOID03.
 EJ1005
 EJ1005.The dynamic height is computed by dividing the NAVD 88
 EJ1005.geopotential number by the normal gravity value computed on the
 EJ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1005.degrees latitude (g = 980.6199 gals.).
 EJ1005
 EJ1005.The modeled gravity was interpolated from observed gravity values.
 EJ1005
 EJ1005;                    North         East    Units  Estimated Accuracy
 EJ1005;SPC AR N     -    47,500.      267,820.      MT  (+/- 180 meters Scaled)
 EJ1005
 EJ1005                          SUPERSEDED SURVEY CONTROL
 EJ1005
 EJ1005  NGVD 29 (??/??/92)  236.580  (m)          776.18   (f) ADJ UNCH    2 0
 EJ1005
 EJ1005.Superseded values are not recommended for survey control.
 EJ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1005.See file dsdata.txt to determine how the superseded data were derived.
 EJ1005
 EJ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU593457(NAD 83)
 EJ1005_MARKER: DB = BENCH MARK DISK
 EJ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1005_STAMPING: U 161 1935
 EJ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1005+STABILITY: SURFACE MOTION
 EJ1005
 EJ1005  HISTORY     - Date     Condition        Report By
 EJ1005  HISTORY     - 1935     MONUMENTED       CGS
 EJ1005
 EJ1005                          STATION DESCRIPTION
 EJ1005
 EJ1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1005'5.3 MI SE FROM ALY.
 EJ1005'5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 27 AND THE GLADSTONE ROAD FROM
 EJ1005'THE CEMETERY AT ALY, YELL COUNTY, 4 MILES SOUTHEAST OF THE JUNCTION OF
 EJ1005'STATE HIGHWAY 27, 300 FEET NORTHWEST OF A PRIVATE ROAD LEADING WEST,
 EJ1005'125 FEET SOUTHEAST OF A CULVERT, AT THE SOUTHEAST END OF THE ROAD CUT
 EJ1005'ALONG THE NORTHEAST SIDE OF A CREEK, 21.8 FEET SOUTHWEST OF THE CENTER
 EJ1005'LINE OF THE ROAD, AND 4.6 FEET NORTHEAST OF A 36-INCH BLAZED PINE
 EJ1005'TREE.  A STANDARD DISK, STAMPED U 161 1935 AND SET IN THE TOP OF A
 EJ1005'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1399 ***********************************************************************
 EJ1399  DESIGNATION -  U 162
 EJ1399  PID         -  EJ1399
 EJ1399  STATE/COUNTY-  AR/MONTGOMERY
 EJ1399  USGS QUAD   -  CADDO GAP (1979)
 EJ1399
 EJ1399                         *CURRENT SURVEY CONTROL
 EJ1399  ___________________________________________________________________
 EJ1399* NAD 83(1986)-  34 26 33.     (N)    093 36 05.     (W)     SCALED    
 EJ1399* NAVD 88     -       224.924  (meters)     737.94   (feet)  ADJUSTED  
 EJ1399  ___________________________________________________________________
 EJ1399  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 EJ1399  DYNAMIC HT  -         224.693 (meters)     737.18  (feet)  COMP
 EJ1399  MODELED GRAV-     979,602.9   (mgal)                       NAVD 88
 EJ1399
 EJ1399  VERT ORDER  -  SECOND    CLASS 0
 EJ1399
 EJ1399.The horizontal coordinates were scaled from a topographic map and have
 EJ1399.an estimated accuracy of +/- 6 seconds.
 EJ1399
 EJ1399.The orthometric height was determined by differential leveling
 EJ1399.and adjusted by the National Geodetic Survey in June 1991..
 EJ1399
 EJ1399.The geoid height was determined by GEOID03.
 EJ1399
 EJ1399.The dynamic height is computed by dividing the NAVD 88
 EJ1399.geopotential number by the normal gravity value computed on the
 EJ1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1399.degrees latitude (g = 980.6199 gals.).
 EJ1399
 EJ1399.The modeled gravity was interpolated from observed gravity values.
 EJ1399
 EJ1399;                    North         East    Units  Estimated Accuracy
 EJ1399;SPC AR S     -   598,120.      252,840.      MT  (+/- 180 meters Scaled)
 EJ1399
 EJ1399                          SUPERSEDED SURVEY CONTROL
 EJ1399
 EJ1399  NGVD 29 (??/??/92)  224.882  (m)          737.80   (f) ADJ UNCH    2 0
 EJ1399
 EJ1399.Superseded values are not recommended for survey control.
 EJ1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1399.See file dsdata.txt to determine how the superseded data were derived.
 EJ1399
 EJ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU447113(NAD 83)
 EJ1399_MARKER: DB = BENCH MARK DISK
 EJ1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1399_STAMPING: U 162 1935
 EJ1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1399+STABILITY: SURFACE MOTION
 EJ1399
 EJ1399  HISTORY     - Date     Condition        Report By
 EJ1399  HISTORY     - 1935     MONUMENTED       CGS
 EJ1399  HISTORY     - 1961     GOOD             NGS
 EJ1399
 EJ1399                          STATION DESCRIPTION
 EJ1399
 EJ1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1399'4.0 MI NE FROM CADDO GAP.
 EJ1399'4.0 MILES NORTHEAST ALONG THE BUTTERMILK SPRINGS ROAD AND THE OLD
 EJ1399'DALLAS-HOT SPRINGS ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ1399'CADDO GAP, MONTGOMERY COUNTY, 0.4 MILE EAST OF THE JUNCTION OF THE TWO
 EJ1399'ROADS, 0.8 MILE NORTHEAST OF A FORD ACROSS COLLIER CREEK, 130 FEET
 EJ1399'SOUTH OF THE T. HARBOUR FARMHOUSE, 60 FEET NORTHEAST OF THE NORTHEAST
 EJ1399'CORNER OF A BARN, 27.3 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 EJ1399'AT THE SUMMIT OF A HILL.  A STANDARD DISK, STAMPED U 162 1935 AND SET
 EJ1399'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1048 ***********************************************************************
 EJ1048  DESIGNATION -  U 163
 EJ1048  PID         -  EJ1048
 EJ1048  STATE/COUNTY-  AR/MONTGOMERY
 EJ1048  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1048
 EJ1048                         *CURRENT SURVEY CONTROL
 EJ1048  ___________________________________________________________________
 EJ1048* NAD 83(1986)-  34 31 37.     (N)    093 25 22.     (W)     SCALED    
 EJ1048* NAVD 88     -       272.024  (meters)     892.47   (feet)  ADJUSTED  
 EJ1048  ___________________________________________________________________
 EJ1048  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 EJ1048  DYNAMIC HT  -         271.752 (meters)     891.57  (feet)  COMP
 EJ1048  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 EJ1048
 EJ1048  VERT ORDER  -  SECOND    CLASS 0
 EJ1048
 EJ1048.The horizontal coordinates were scaled from a topographic map and have
 EJ1048.an estimated accuracy of +/- 6 seconds.
 EJ1048
 EJ1048.The orthometric height was determined by differential leveling
 EJ1048.and adjusted by the National Geodetic Survey in June 1991..
 EJ1048
 EJ1048.The geoid height was determined by GEOID03.
 EJ1048
 EJ1048.The dynamic height is computed by dividing the NAVD 88
 EJ1048.geopotential number by the normal gravity value computed on the
 EJ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1048.degrees latitude (g = 980.6199 gals.).
 EJ1048
 EJ1048.The modeled gravity was interpolated from observed gravity values.
 EJ1048
 EJ1048;                    North         East    Units  Estimated Accuracy
 EJ1048;SPC AR S     -   607,240.      269,380.      MT  (+/- 180 meters Scaled)
 EJ1048
 EJ1048                          SUPERSEDED SURVEY CONTROL
 EJ1048
 EJ1048  NGVD 29 (??/??/92)  271.984  (m)          892.33   (f) ADJ UNCH    2 0
 EJ1048
 EJ1048.Superseded values are not recommended for survey control.
 EJ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1048.See file dsdata.txt to determine how the superseded data were derived.
 EJ1048
 EJ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU612206(NAD 83)
 EJ1048_MARKER: DB = BENCH MARK DISK
 EJ1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1048_STAMPING: U 163 1935
 EJ1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1048+STABILITY: SURFACE MOTION
 EJ1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1048+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 EJ1048
 EJ1048  HISTORY     - Date     Condition        Report By
 EJ1048  HISTORY     - 1935     MONUMENTED       CGS
 EJ1048  HISTORY     - 1961     GOOD             NGS
 EJ1048  HISTORY     - 1989     GOOD             USPSQD
 EJ1048  HISTORY     - 20030501 GOOD             ARHD
 EJ1048
 EJ1048                          STATION DESCRIPTION
 EJ1048
 EJ1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1048'5.7 MI W FROM CRYSTAL SPRINGS.
 EJ1048'IN MONTGOMERY COUNTY, 5.7 MILES WEST ALONG U.S. HIGHWAY 270 FROM THE
 EJ1048'PUBLIC SCHOOL AT CRYSTAL SPRINGS, GARLAND COUNTY, 1 MILE WEST OF THE
 EJ1048'MONTGOMERY-GARLAND COUNTY LINE, 2 MILES EAST OF JOPLIN SCHOOL, 200
 EJ1048'FEET EAST OF A ROAD LEADING SOUTH TO THE WOMBLE-SILVER ROAD, 33 FEET
 EJ1048'SOUTH OF THE SOUTHWEST CORNER OF THE A.J. CEARLY FARMHOUSE, 54 FEET
 EJ1048'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 4.5 FEET EAST OF A
 EJ1048'SOUTHWEST FENCE CORNER.  A STANDARD DISK, STAMPED U 163 1935 AND SET
 EJ1048'IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 2.1 MILES EAST OF THE
 EJ1048'COLONIAL MOTEL, AT THE TOP OF A HILL, ABOUT 54 FEET NORTH OF THE
 EJ1048'CENTERLINE OF THE HIGHWAY AND 20 FEET SOUTHWEST OF A LARGE CEDAR TREE.
 EJ1048'THE FARMHOUSE IS GONE.
 EJ1048
 EJ1048                          STATION RECOVERY (1989)
 EJ1048
 EJ1048'RECOVERY NOTE BY US POWER SQUADRON 1989 (JFA)
 EJ1048'RECOVERED IN GOOD CONDITION.
 EJ1048
 EJ1048                          STATION RECOVERY (2003)
 EJ1048
 EJ1048'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2052 ***********************************************************************
 EH2052  DESIGNATION -  U 164
 EH2052  PID         -  EH2052
 EH2052  STATE/COUNTY-  AR/LONOKE
 EH2052  USGS QUAD   -  HICKORY PLAINS (1994)
 EH2052
 EH2052                         *CURRENT SURVEY CONTROL
 EH2052  ___________________________________________________________________
 EH2052* NAD 83(1986)-  34 54 50.     (N)    091 44 48.     (W)     SCALED    
 EH2052* NAVD 88     -        72.142  (meters)     236.69   (feet)  ADJUSTED  
 EH2052  ___________________________________________________________________
 EH2052  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2052  DYNAMIC HT  -          72.075 (meters)     236.47  (feet)  COMP
 EH2052  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 EH2052
 EH2052  VERT ORDER  -  FIRST     CLASS II
 EH2052
 EH2052.The horizontal coordinates were scaled from a topographic map and have
 EH2052.an estimated accuracy of +/- 6 seconds.
 EH2052
 EH2052.The orthometric height was determined by differential leveling
 EH2052.and adjusted by the National Geodetic Survey in June 1991..
 EH2052
 EH2052.The geoid height was determined by GEOID03.
 EH2052
 EH2052.The dynamic height is computed by dividing the NAVD 88
 EH2052.geopotential number by the normal gravity value computed on the
 EH2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2052.degrees latitude (g = 980.6199 gals.).
 EH2052
 EH2052.The modeled gravity was interpolated from observed gravity values.
 EH2052
 EH2052;                    North         East    Units  Estimated Accuracy
 EH2052;SPC AR S     -   649,290.      423,150.      MT  (+/- 180 meters Scaled)
 EH2052
 EH2052                          SUPERSEDED SURVEY CONTROL
 EH2052
 EH2052  NGVD 29 (??/??/??)   72.148  (m)          236.71   (f) ADJUSTED    1 2
 EH2052
 EH2052.Superseded values are not recommended for survey control.
 EH2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2052.See file dsdata.txt to determine how the superseded data were derived.
 EH2052
 EH2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU144642(NAD 83)
 EH2052_MARKER: DB = BENCH MARK DISK
 EH2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2052_STAMPING: U 164 1955
 EH2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2052+STABILITY: SURFACE MOTION
 EH2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2052+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH2052
 EH2052  HISTORY     - Date     Condition        Report By
 EH2052  HISTORY     - 1955     MONUMENTED       CGS
 EH2052  HISTORY     - 1967     GOOD             CGS
 EH2052  HISTORY     - 20030611 GOOD             USACE
 EH2052
 EH2052                          STATION DESCRIPTION
 EH2052
 EH2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2052'5.8 MI S FROM HICKORY PLAINS.
 EH2052'FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY PLAINS, GO
 EH2052'SOUTH ON STATE HIGWAY 13 FOR 5.3 MILES TO THE PRAIRIE-LONOKE COUNTY
 EH2052'LINE, CONTINUE SOUTH ON THE HIGHWAY FOR 0.5 MILE TO A CURVE AND THE
 EH2052'MARK ON THE LEFT, 111 FEET EAST OF THE CENTER OF THE PROPOSED HIGHWAY,
 EH2052'69 FEET EAST OF A TELEPHONE LINE POLE, 43 FEET EAST OF THE CENTER OF
 EH2052'THE OLD HIGHWAY, 9 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A
 EH2052'FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND
 EH2052'CONCRETE POST PROJECTING 3 INCHES.
 EH2052
 EH2052                          STATION RECOVERY (2003)
 EH2052
 EH2052'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1613 ***********************************************************************
 FF1613  DESIGNATION -  U 165
 FF1613  PID         -  FF1613
 FF1613  STATE/COUNTY-  AR/INDEPENDENCE
 FF1613  USGS QUAD   -  CAVE CITY (1989)
 FF1613
 FF1613                         *CURRENT SURVEY CONTROL
 FF1613  ___________________________________________________________________
 FF1613* NAD 83(1986)-  35 55 09.     (N)    091 32 59.     (W)     SCALED    
 FF1613* NAVD 88     -       178.932  (meters)     587.05   (feet)  ADJUSTED  
 FF1613  ___________________________________________________________________
 FF1613  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF1613  DYNAMIC HT  -         178.776 (meters)     586.53  (feet)  COMP
 FF1613  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 FF1613
 FF1613  VERT ORDER  -  SECOND    CLASS 0
 FF1613
 FF1613.The horizontal coordinates were scaled from a topographic map and have
 FF1613.an estimated accuracy of +/- 6 seconds.
 FF1613
 FF1613.The orthometric height was determined by differential leveling
 FF1613.and adjusted by the National Geodetic Survey in June 1991..
 FF1613
 FF1613.The geoid height was determined by GEOID03.
 FF1613
 FF1613.The dynamic height is computed by dividing the NAVD 88
 FF1613.geopotential number by the normal gravity value computed on the
 FF1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1613.degrees latitude (g = 980.6199 gals.).
 FF1613
 FF1613.The modeled gravity was interpolated from observed gravity values.
 FF1613
 FF1613;                    North         East    Units  Estimated Accuracy
 FF1613;SPC AR N     -   176,030.      440,640.      MT  (+/- 180 meters Scaled)
 FF1613
 FF1613                          SUPERSEDED SURVEY CONTROL
 FF1613
 FF1613  NGVD 29 (??/??/??)  178.855  (m)          586.79   (f) ADJUSTED    2 0
 FF1613
 FF1613.Superseded values are not recommended for survey control.
 FF1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1613.See file dsdata.txt to determine how the superseded data were derived.
 FF1613
 FF1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308759(NAD 83)
 FF1613_MARKER: DB = BENCH MARK DISK
 FF1613_SETTING: 66 = SET IN ROCK OUTCROP
 FF1613_SP_SET: ROCK OUTCROP
 FF1613_STAMPING: U 165 1955
 FF1613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1613+STABILITY: POSITION/ELEVATION WELL
 FF1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1613+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 FF1613
 FF1613  HISTORY     - Date     Condition        Report By
 FF1613  HISTORY     - 1955     MONUMENTED       CGS
 FF1613  HISTORY     - 20041210 GOOD             ARHD
 FF1613
 FF1613                          STATION DESCRIPTION
 FF1613
 FF1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1613'1.6 MI S FROM CAVE CITY.
 FF1613'1.55 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 FF1613'CAVE CITY, 0.1 MILE SOUTHWEST OF A WHITE FARMHOUSE, 85 FEET WEST
 FF1613'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE CENTER
 FF1613'LINE OF A PRIVATE WOODS ROAD LEADING WEST, 6.4 FEET NORTHWEST
 FF1613'OF A FENCE CORNER, 0.8 FOOT ABOVE THE GROUND, SET IN THE TOP OF
 FF1613'AN 8 X 10 FOOT LIMESTONE OUTCROP.
 FF1613
 FF1613                          STATION RECOVERY (2004)
 FF1613
 FF1613'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FF1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0640 ***********************************************************************
 GE0640  DESIGNATION -  U 166
 GE0640  PID         -  GE0640
 GE0640  STATE/COUNTY-  AR/SHARP
 GE0640  USGS QUAD   -  EVENING SHADE (1961)
 GE0640
 GE0640                         *CURRENT SURVEY CONTROL
 GE0640  ___________________________________________________________________
 GE0640* NAD 83(1986)-  36 04 14.     (N)    091 36 54.     (W)     SCALED    
 GE0640* NAVD 88     -       134.764  (meters)     442.14   (feet)  ADJUSTED  
 GE0640  ___________________________________________________________________
 GE0640  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GE0640  DYNAMIC HT  -         134.649 (meters)     441.76  (feet)  COMP
 GE0640  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GE0640
 GE0640  VERT ORDER  -  SECOND    CLASS 0
 GE0640
 GE0640.The horizontal coordinates were scaled from a topographic map and have
 GE0640.an estimated accuracy of +/- 6 seconds.
 GE0640
 GE0640.The orthometric height was determined by differential leveling
 GE0640.and adjusted by the National Geodetic Survey in June 1991..
 GE0640
 GE0640.The geoid height was determined by GEOID03.
 GE0640
 GE0640.The dynamic height is computed by dividing the NAVD 88
 GE0640.geopotential number by the normal gravity value computed on the
 GE0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0640.degrees latitude (g = 980.6199 gals.).
 GE0640
 GE0640.The modeled gravity was interpolated from observed gravity values.
 GE0640
 GE0640;                    North         East    Units  Estimated Accuracy
 GE0640;SPC AR N     -   192,800.      434,680.      MT  (+/- 180 meters Scaled)
 GE0640
 GE0640                          SUPERSEDED SURVEY CONTROL
 GE0640
 GE0640  NGVD 29 (??/??/92)  134.674  (m)          441.84   (f) ADJ UNCH    2 0
 GE0640
 GE0640.Superseded values are not recommended for survey control.
 GE0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0640.See file dsdata.txt to determine how the superseded data were derived.
 GE0640
 GE0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV247926(NAD 83)
 GE0640_MARKER: DB = BENCH MARK DISK
 GE0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0640_SP_SET: CULVERT
 GE0640_STAMPING: U 166 1955
 GE0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0640
 GE0640  HISTORY     - Date     Condition        Report By
 GE0640  HISTORY     - 1955     MONUMENTED       CGS
 GE0640
 GE0640                          STATION DESCRIPTION
 GE0640
 GE0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0640'0.4 MI SE FROM EVENING SHADE.
 GE0640'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0640'EVENING SHADE, THENCE 0.1 MILE SOUTH ALONG STATE HIGHWAY 11,
 GE0640'25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET BELOW
 GE0640'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 GE0640'WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1125 ***********************************************************************
 EH1125  DESIGNATION -  U 167
 EH1125  PID         -  EH1125
 EH1125  STATE/COUNTY-  AR/MONROE
 EH1125  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1125
 EH1125                         *CURRENT SURVEY CONTROL
 EH1125  ___________________________________________________________________
 EH1125* NAD 83(1986)-  34 50 59.     (N)    091 19 13.     (W)     SCALED    
 EH1125* NAVD 88     -        51.608  (meters)     169.32   (feet)  ADJUSTED  
 EH1125  ___________________________________________________________________
 EH1125  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1125  DYNAMIC HT  -          51.560 (meters)     169.16  (feet)  COMP
 EH1125  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EH1125
 EH1125  VERT ORDER  -  FIRST     CLASS II
 EH1125
 EH1125.The horizontal coordinates were scaled from a topographic map and have
 EH1125.an estimated accuracy of +/- 6 seconds.
 EH1125
 EH1125.The orthometric height was determined by differential leveling
 EH1125.and adjusted by the National Geodetic Survey in June 1991..
 EH1125
 EH1125.The geoid height was determined by GEOID03.
 EH1125
 EH1125.The dynamic height is computed by dividing the NAVD 88
 EH1125.geopotential number by the normal gravity value computed on the
 EH1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1125.degrees latitude (g = 980.6199 gals.).
 EH1125
 EH1125.The modeled gravity was interpolated from observed gravity values.
 EH1125
 EH1125;                    North         East    Units  Estimated Accuracy
 EH1125;SPC AR S     -   642,340.      462,170.      MT  (+/- 180 meters Scaled)
 EH1125
 EH1125                          SUPERSEDED SURVEY CONTROL
 EH1125
 EH1125  NGVD 29 (??/??/??)   51.609  (m)          169.32   (f) ADJUSTED    1 2
 EH1125
 EH1125.Superseded values are not recommended for survey control.
 EH1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1125.See file dsdata.txt to determine how the superseded data were derived.
 EH1125
 EH1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU535576(NAD 83)
 EH1125_MARKER: DB = BENCH MARK DISK
 EH1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1125_STAMPING: U 167 1955
 EH1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1125+STABILITY: SURFACE MOTION
 EH1125
 EH1125  HISTORY     - Date     Condition        Report By
 EH1125  HISTORY     - 1955     MONUMENTED       CGS
 EH1125
 EH1125                          STATION DESCRIPTION
 EH1125
 EH1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1125'3.55 MI NE FROM BRASFIELD.
 EH1125'ABOUT 3.55 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND, AND PACIFIC
 EH1125'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT BRASFIELD, 85 YARD
 EH1125'SOUTHWEST OF MILE POST 77, 75 FEET SOUTHEAST OF SOUTHEAST RAIL, 92
 EH1125'FEET SOUTH OF SOUTH CORNER OF TRESTLE NO. 770, 79 FEET SOUTH-SOUTHWEST
 EH1125'OF TELEPHONE POLE NO. 3239, 74 FEET EAST OF TELEPHONE POLE NO. 3240, 2
 EH1125'1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 13 FEET BELOW
 EH1125'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 EH1125'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1219 ***********************************************************************
 EH1219  DESIGNATION -  U 168
 EH1219  PID         -  EH1219
 EH1219  STATE/COUNTY-  AR/MONROE
 EH1219  USGS QUAD   -  CLARENDON (1968)
 EH1219
 EH1219                         *CURRENT SURVEY CONTROL
 EH1219  ___________________________________________________________________
 EH1219* NAD 83(1986)-  34 44 00.     (N)    091 16 46.     (W)     SCALED    
 EH1219* NAVD 88     -        56.219  (meters)     184.45   (feet)  ADJUSTED  
 EH1219  ___________________________________________________________________
 EH1219  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH1219  DYNAMIC HT  -          56.166 (meters)     184.27  (feet)  COMP
 EH1219  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 EH1219
 EH1219  VERT ORDER  -  FIRST     CLASS II
 EH1219
 EH1219.The horizontal coordinates were scaled from a topographic map and have
 EH1219.an estimated accuracy of +/- 6 seconds.
 EH1219
 EH1219.The orthometric height was determined by differential leveling
 EH1219.and adjusted by the National Geodetic Survey in June 1991..
 EH1219
 EH1219.The geoid height was determined by GEOID03.
 EH1219
 EH1219.The dynamic height is computed by dividing the NAVD 88
 EH1219.geopotential number by the normal gravity value computed on the
 EH1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1219.degrees latitude (g = 980.6199 gals.).
 EH1219
 EH1219.The modeled gravity was interpolated from observed gravity values.
 EH1219
 EH1219;                    North         East    Units  Estimated Accuracy
 EH1219;SPC AR S     -   629,460.      465,990.      MT  (+/- 180 meters Scaled)
 EH1219
 EH1219                          SUPERSEDED SURVEY CONTROL
 EH1219
 EH1219  NGVD 29 (??/??/??)   56.237  (m)          184.50   (f) ADJUSTED    1 2
 EH1219
 EH1219.Superseded values are not recommended for survey control.
 EH1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1219.See file dsdata.txt to determine how the superseded data were derived.
 EH1219
 EH1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU575448(NAD 83)
 EH1219_MARKER: DB = BENCH MARK DISK
 EH1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1219_STAMPING: U 168 1955
 EH1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1219+STABILITY: SURFACE MOTION
 EH1219
 EH1219  HISTORY     - Date     Condition        Report By
 EH1219  HISTORY     - 1955     MONUMENTED       CGS
 EH1219  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1219
 EH1219                          STATION DESCRIPTION
 EH1219
 EH1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1219'3.15 MI NE FROM CLARENDON.
 EH1219'ABOUT 3.15 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1219'FROM THE STATION AT CLAREDON, ABOUT 0.15 MILE NORTHEAST OF MILE POST
 EH1219'211, AT A FIELD ROAD CROSSING, 45 1/2 FEET NORTHWEST OF NORTHWEST
 EH1219'RAIL, 75 FEET WEST OF CENTER OF CROSSING, 56 1/2 FEET SOUTHWEST OF
 EH1219'CENTER OF GATE ACROSS FIELD ROAD, 9 1/2 FEET WEST OF A TELEPHONE POLE,
 EH1219'1 1/2 FEET SOUTHEAST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE
 EH1219'WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 EH1219'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EH1219
 EH1219                          STATION RECOVERY (1967)
 EH1219
 EH1219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0965 ***********************************************************************
 EH0965  DESIGNATION -  U 169
 EH0965  PID         -  EH0965
 EH0965  STATE/COUNTY-  AR/ST FRANCIS
 EH0965  USGS QUAD   -  HAYNES (1992)
 EH0965
 EH0965                         *CURRENT SURVEY CONTROL
 EH0965  ___________________________________________________________________
 EH0965* NAD 83(1986)-  34 59 20.     (N)    090 50 55.     (W)     SCALED    
 EH0965* NAVD 88     -        65.438  (meters)     214.69   (feet)  ADJUSTED  
 EH0965  ___________________________________________________________________
 EH0965  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0965  DYNAMIC HT  -          65.379 (meters)     214.50  (feet)  COMP
 EH0965  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 EH0965
 EH0965  VERT ORDER  -  FIRST     CLASS II
 EH0965
 EH0965.The horizontal coordinates were scaled from a topographic map and have
 EH0965.an estimated accuracy of +/- 6 seconds.
 EH0965
 EH0965.The orthometric height was determined by differential leveling
 EH0965.and adjusted by the National Geodetic Survey in June 1991..
 EH0965.WARNING-Repeat measurements at this control monument indicate possible
 EH0965.vertical movement.
 EH0965
 EH0965.The geoid height was determined by GEOID03.
 EH0965
 EH0965.The dynamic height is computed by dividing the NAVD 88
 EH0965.geopotential number by the normal gravity value computed on the
 EH0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0965.degrees latitude (g = 980.6199 gals.).
 EH0965
 EH0965.The modeled gravity was interpolated from observed gravity values.
 EH0965
 EH0965;                    North         East    Units  Estimated Accuracy
 EH0965;SPC AR N     -    73,340.      505,120.      MT  (+/- 180 meters Scaled)
 EH0965
 EH0965                          SUPERSEDED SURVEY CONTROL
 EH0965
 EH0965  NGVD 29 (??/??/??)   65.430  (m)          214.66   (f) ADJUSTED    1 2
 EH0965
 EH0965.Superseded values are not recommended for survey control.
 EH0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0965.See file dsdata.txt to determine how the superseded data were derived.
 EH0965
 EH0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU963739(NAD 83)
 EH0965_MARKER: DB = BENCH MARK DISK
 EH0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0965_SP_SET: CULVERT
 EH0965_STAMPING: U 169 1955
 EH0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0965+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 EH0965
 EH0965  HISTORY     - Date     Condition        Report By
 EH0965  HISTORY     - 1955     MONUMENTED       CGS
 EH0965  HISTORY     - 20030403 GOOD             USACE
 EH0965
 EH0965                          STATION DESCRIPTION
 EH0965
 EH0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0965'3.35 MI NE FROM PALESTINE.
 EH0965'ABOUT 3.35 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0965'RAILROAD FROM THE STATION SIGN AT PALESTINE, ABOUT 3.9 MILES SOUTHWEST
 EH0965'OF THE STATION AT FORREST CITY, ABOUT 0.3 MILE NORTHEAST OF MILE POLE
 EH0965'49, ABOUT 0.2 MILE NORTHEAST OF NORTH-SOUTH GRAVEL ROAD CROSSING AT
 EH0965'BECKS, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF
 EH0965'AN 8-FOOT CONCRETE CULVERT UNDER TRACK, 10 FEET SOUTHEAST OF SOUTHEAST
 EH0965'RAIL AND ABOUT 5 FEET BELOW LEVEL OF TRACK.
 EH0965
 EH0965                          STATION RECOVERY (2003)
 EH0965
 EH0965'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0011 ***********************************************************************
 FG0011  DESIGNATION -  U 17
 FG0011  PID         -  FG0011
 FG0011  STATE/COUNTY-  AR/IZARD
 FG0011  USGS QUAD   -  SYLAMORE (1975)
 FG0011
 FG0011                         *CURRENT SURVEY CONTROL
 FG0011  ___________________________________________________________________
 FG0011* NAD 83(1986)-  35 56 39.     (N)    092 06 28.     (W)     SCALED    
 FG0011* NAVD 88     -       102.510  (meters)     336.32   (feet)  ADJUSTED  
 FG0011  ___________________________________________________________________
 FG0011  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FG0011  DYNAMIC HT  -         102.421 (meters)     336.03  (feet)  COMP
 FG0011  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 FG0011
 FG0011  VERT ORDER  -  SECOND    CLASS 0
 FG0011
 FG0011.The horizontal coordinates were scaled from a topographic map and have
 FG0011.an estimated accuracy of +/- 6 seconds.
 FG0011
 FG0011.The orthometric height was determined by differential leveling
 FG0011.and adjusted by the National Geodetic Survey in June 1991..
 FG0011
 FG0011.The geoid height was determined by GEOID03.
 FG0011
 FG0011.The dynamic height is computed by dividing the NAVD 88
 FG0011.geopotential number by the normal gravity value computed on the
 FG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0011.degrees latitude (g = 980.6199 gals.).
 FG0011
 FG0011.The modeled gravity was interpolated from observed gravity values.
 FG0011
 FG0011;                    North         East    Units  Estimated Accuracy
 FG0011;SPC AR N     -   178,720.      390,280.      MT  (+/- 180 meters Scaled)
 FG0011
 FG0011                          SUPERSEDED SURVEY CONTROL
 FG0011
 FG0011  NGVD 29 (??/??/92)  102.410  (m)          335.99   (f) ADJ UNCH    2 0
 FG0011
 FG0011.Superseded values are not recommended for survey control.
 FG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0011.See file dsdata.txt to determine how the superseded data were derived.
 FG0011
 FG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV804781(NAD 83)
 FG0011_MARKER: DB = BENCH MARK DISK
 FG0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0011_STAMPING: U-17 1932-335.990
 FG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0011+STABILITY: SURFACE MOTION
 FG0011
 FG0011  HISTORY     - Date     Condition        Report By
 FG0011  HISTORY     - 1932     MONUMENTED       CGS
 FG0011  HISTORY     - 1934     GOOD             NGS
 FG0011  HISTORY     - 1935     GOOD             NGS
 FG0011
 FG0011                          STATION DESCRIPTION
 FG0011
 FG0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0011'IN SYLAMORE.
 FG0011'AT SYLAMORE, 69 FEET NORTH OF THE NORTH END OF THE MISSOURI PACIFIC
 FG0011'R.R. STATION, ABOUT 75 FEET SOUTH OF AN OLD WALK.  17 FEET EAST OF THE
 FG0011'CENTERLINE OF MAIN TRACK, AND 28 FEET WEST BY SOUTH OF A POLE.
 FG0011'STANDARD DISK SET IN TOP OF A CONCRETE POST.
 FG0011
 FG0011                          STATION RECOVERY (1935)
 FG0011
 FG0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1245 ***********************************************************************
 EH1245  DESIGNATION -  U 170
 EH1245  PID         -  EH1245
 EH1245  STATE/COUNTY-  AR/MONROE
 EH1245  USGS QUAD   -  BRINKLEY (1971)
 EH1245
 EH1245                         *CURRENT SURVEY CONTROL
 EH1245  ___________________________________________________________________
 EH1245* NAD 83(1986)-  34 52 38.     (N)    091 11 42.     (W)     SCALED    
 EH1245* NAVD 88     -        62.230  (meters)     204.17   (feet)  ADJUSTED  
 EH1245  ___________________________________________________________________
 EH1245  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1245  DYNAMIC HT  -          62.173 (meters)     203.98  (feet)  COMP
 EH1245  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 EH1245
 EH1245  VERT ORDER  -  FIRST     CLASS II
 EH1245
 EH1245.The horizontal coordinates were scaled from a topographic map and have
 EH1245.an estimated accuracy of +/- 6 seconds.
 EH1245
 EH1245.The orthometric height was determined by differential leveling
 EH1245.and adjusted by the National Geodetic Survey in June 1991..
 EH1245
 EH1245.The geoid height was determined by GEOID03.
 EH1245
 EH1245.The dynamic height is computed by dividing the NAVD 88
 EH1245.geopotential number by the normal gravity value computed on the
 EH1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1245.degrees latitude (g = 980.6199 gals.).
 EH1245
 EH1245.The modeled gravity was interpolated from observed gravity values.
 EH1245
 EH1245;                    North         East    Units  Estimated Accuracy
 EH1245;SPC AR S     -   645,480.      473,600.      MT  (+/- 180 meters Scaled)
 EH1245
 EH1245                          SUPERSEDED SURVEY CONTROL
 EH1245
 EH1245  NGVD 29 (03/18/92)   62.233  (m)          204.18   (f) ADJUSTED    1 2
 EH1245
 EH1245.Superseded values are not recommended for survey control.
 EH1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1245.See file dsdata.txt to determine how the superseded data were derived.
 EH1245
 EH1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU649609(NAD 83)
 EH1245_MARKER: DB = BENCH MARK DISK
 EH1245_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EH1245_SP_SET: BUILDING
 EH1245_STAMPING: U 170 1955
 EH1245_MARK LOGO: CGS   
 EH1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH1245+STABILITY: POSITION/ELEVATION WELL
 EH1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1245+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1245
 EH1245  HISTORY     - Date     Condition        Report By
 EH1245  HISTORY     - 1955     MONUMENTED       CGS
 EH1245  HISTORY     - 19920127 GOOD             NGS
 EH1245  HISTORY     - 20030422 GOOD             USACE
 EH1245
 EH1245                          STATION DESCRIPTION
 EH1245
 EH1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1245'0.65 MI S FROM BRINKLEY.
 EH1245'AT BRINKLEY, ABOUT 0.65 MILE SOUTH ALONG U.S. HIGHWAY 70 FROM THE
 EH1245'INTERSECTION OF MAIN AND CYPRESS STREETS, AT INTERSECTION OF MAIN AND
 EH1245'LYNN STREETS, 170 FEET WEST OF CENTER LINE OF HIGHWAY, 112 FEET SOUTH
 EH1245'OF CENTER LINE OF LYNN STREET, SET VERTICALLY IN THE NORTH FACE OF
 EH1245'BRINKLEY HIGH SCHOOL BUILDING, 12 FEET WEST OF NORTHEAST CORNER OF
 EH1245'BUILDING PROPER, 23 FEET WEST OF NORTHEAST CORNER OF BRICK AND
 EH1245'CONCRETE PORCH FOR EAST ENTRANCE TO BUILDING, 1 FOOT EAST OF EAST EDGE
 EH1245'OF STEP TO THE NORTH ENTRANCE TO BUILDING AND 3 1/2 FEET ABOVE GROUND.
 EH1245
 EH1245                          STATION RECOVERY (1992)
 EH1245
 EH1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH1245'IN BRINKLEY, AT THE INTERSECTION OF MAIN STREET AND LYNN STREET, SET
 EH1245'VERTICALLY IN THE NORTH FACE OF THE BRINKLEY HIGH SCHOOL, 51.8 M
 EH1245'(169.9 FT) WEST OF THE CENTER OF MAIN STREET, 34.2 M (112.2 FT) SOUTH
 EH1245'OF THE CENTER OF LYNN STREET, 3.7 M (12.1 FT) WEST OF THE NORTHEAST
 EH1245'CORNER OF THE BUILDING, 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE
 EH1245'HIGHWAY, AND 0.3 M (1.0 FT) EAST OF THE EAST EDGE OF THE MOST
 EH1245'NORTHERLY ENTRANCE STEPS.
 EH1245
 EH1245                          STATION RECOVERY (2003)
 EH1245
 EH1245'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0891 ***********************************************************************
 EH0891  DESIGNATION -  U 171
 EH0891  PID         -  EH0891
 EH0891  STATE/COUNTY-  AR/PHILLIPS
 EH0891  USGS QUAD   -  LEXA (1991)
 EH0891
 EH0891                         *CURRENT SURVEY CONTROL
 EH0891  ___________________________________________________________________
 EH0891* NAD 83(1986)-  34 35 52.     (N)    090 45 01.     (W)     SCALED    
 EH0891* NAVD 88     -        62.825  (meters)     206.12   (feet)  ADJUSTED  
 EH0891  ___________________________________________________________________
 EH0891  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH0891  DYNAMIC HT  -          62.764 (meters)     205.92  (feet)  COMP
 EH0891  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 EH0891
 EH0891  VERT ORDER  -  FIRST     CLASS II
 EH0891
 EH0891.The horizontal coordinates were scaled from a topographic map and have
 EH0891.an estimated accuracy of +/- 6 seconds.
 EH0891
 EH0891.The orthometric height was determined by differential leveling
 EH0891.and adjusted by the National Geodetic Survey in June 1991..
 EH0891
 EH0891.The geoid height was determined by GEOID03.
 EH0891
 EH0891.The dynamic height is computed by dividing the NAVD 88
 EH0891.geopotential number by the normal gravity value computed on the
 EH0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0891.degrees latitude (g = 980.6199 gals.).
 EH0891
 EH0891.The modeled gravity was interpolated from observed gravity values.
 EH0891
 EH0891;                    North         East    Units  Estimated Accuracy
 EH0891;SPC AR S     -   614,890.      514,630.      MT  (+/- 180 meters Scaled)
 EH0891
 EH0891                          SUPERSEDED SURVEY CONTROL
 EH0891
 EH0891  NGVD 29 (??/??/??)   62.848  (m)          206.19   (f) ADJUSTED    1 2
 EH0891
 EH0891.Superseded values are not recommended for survey control.
 EH0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0891.See file dsdata.txt to determine how the superseded data were derived.
 EH0891
 EH0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU063307(NAD 83)
 EH0891_MARKER: DB = BENCH MARK DISK
 EH0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0891_STAMPING: U 171 1956
 EH0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0891+STABILITY: SURFACE MOTION
 EH0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0891+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH0891
 EH0891  HISTORY     - Date     Condition        Report By
 EH0891  HISTORY     - 1956     MONUMENTED       CGS
 EH0891  HISTORY     - 1976     GOOD             NGS
 EH0891  HISTORY     - 20030401 GOOD             USACE
 EH0891
 EH0891                          STATION DESCRIPTION
 EH0891
 EH0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0891'IN LEXA.
 EH0891'AT LEXA, ALONG THE MISSOURI PACIFIC RAILROAD, 86 1/2 FEET SOUTH OF
 EH0891'SOUTHEAST CORNER OF THE STATION, 58 FEET EAST OF EAST RAIL OF EAST
 EH0891'TRACK, 4 1/2 FEET SOUTH OF MILEAGE TELEPHONE POLE NO. 325/20, 70 FEET
 EH0891'FROM AND ACROSS STREET FROM THE NORTHWEST CORNER OF A BRICK STORE
 EH0891'BUILDING, 45 FEET EAST-NORTHEAST OF SOUTH END OF A 24-INCH PIPE
 EH0891'CULVERT UNDER STATION PLATFORM, 66 FEET SOUTHEAST OF A WELL WITH AN
 EH0891'IRON PUMP, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 EH0891'POST PROJECTING 3 INCHES.
 EH0891
 EH0891                          STATION RECOVERY (1976)
 EH0891
 EH0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0891'RECOVERED IN GOOD CONDITION.
 EH0891
 EH0891                          STATION RECOVERY (2003)
 EH0891
 EH0891'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0227 ***********************************************************************
 FF0227  DESIGNATION -  U 173
 FF0227  PID         -  FF0227
 FF0227  STATE/COUNTY-  AR/CRITTENDEN
 FF0227  USGS QUAD   -  EDMONDSON (1981)
 FF0227
 FF0227                         *CURRENT SURVEY CONTROL
 FF0227  ___________________________________________________________________
 FF0227* NAD 83(1986)-  35 06 48.     (N)    090 16 28.     (W)     SCALED    
 FF0227* NAVD 88     -        63.228  (meters)     207.44   (feet)  ADJUSTED  
 FF0227  ___________________________________________________________________
 FF0227  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FF0227  DYNAMIC HT  -          63.172 (meters)     207.26  (feet)  COMP
 FF0227  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 FF0227
 FF0227  VERT ORDER  -  FIRST     CLASS II
 FF0227
 FF0227.The horizontal coordinates were scaled from a topographic map and have
 FF0227.an estimated accuracy of +/- 6 seconds.
 FF0227
 FF0227.The orthometric height was determined by differential leveling
 FF0227.and adjusted by the National Geodetic Survey in June 1991..
 FF0227.WARNING-Repeat measurements at this control monument indicate possible
 FF0227.vertical movement.
 FF0227
 FF0227.The geoid height was determined by GEOID03.
 FF0227
 FF0227.The dynamic height is computed by dividing the NAVD 88
 FF0227.geopotential number by the normal gravity value computed on the
 FF0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0227.degrees latitude (g = 980.6199 gals.).
 FF0227
 FF0227.The modeled gravity was interpolated from observed gravity values.
 FF0227
 FF0227;                    North         East    Units  Estimated Accuracy
 FF0227;SPC AR N     -    87,910.      557,290.      MT  (+/- 180 meters Scaled)
 FF0227
 FF0227                          SUPERSEDED SURVEY CONTROL
 FF0227
 FF0227  NGVD 29 (??/??/??)   63.199  (m)          207.35   (f) ADJUSTED    1 2
 FF0227
 FF0227.Superseded values are not recommended for survey control.
 FF0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0227.See file dsdata.txt to determine how the superseded data were derived.
 FF0227
 FF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU484890(NAD 83)
 FF0227_MARKER: P = PIPE CAP
 FF0227_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0227_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0227_STAMPING: U 173 1956
 FF0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0227
 FF0227  HISTORY     - Date     Condition        Report By
 FF0227  HISTORY     - 1956     MONUMENTED       CGS
 FF0227  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0227  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0227
 FF0227                          STATION DESCRIPTION
 FF0227
 FF0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0227'2.2 MI E FROM EDMONDSON.
 FF0227'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0227'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0227'ABOUT 1.1 MILES EAST OF CROSSING OF U.S. HIGHWAY 79, ABOUT 0.35
 FF0227'MILE WEST OF THE STATION SIGN AT MOUNDS, 33 FEET SOUTH-SOUTHEAST
 FF0227'OF NEAR RAIL OF TRACK, 3 FEET SOUTHWEST OF MILEAGE POLE NO.
 FF0227'14/01, 132 FEET WEST-SOUTHWEST OF MILE POLE 14, 78 FEET
 FF0227'SOUTH-SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO. 724,
 FF0227'ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A
 FF0227'3-INCH IRON PIPE PROJECTING 5 INCHES.
 FF0227
 FF0227                          STATION RECOVERY (1977)
 FF0227
 FF0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0227'MARK NOT FOUND.
 FF0227
 FF0227                          STATION RECOVERY (1977)
 FF0227
 FF0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0142 ***********************************************************************
 FF0142  DESIGNATION -  U 174
 FF0142  PID         -  FF0142
 FF0142  STATE/COUNTY-  AR/CRITTENDEN
 FF0142  USGS QUAD   -  JERICHO (1993)
 FF0142
 FF0142                         *CURRENT SURVEY CONTROL
 FF0142  ___________________________________________________________________
 FF0142* NAD 83(1986)-  35 16 40.     (N)    090 13 24.     (W)     SCALED    
 FF0142* NAVD 88     -        68.785  (meters)     225.67   (feet)  ADJUSTED  
 FF0142  ___________________________________________________________________
 FF0142  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0142  DYNAMIC HT  -          68.724 (meters)     225.47  (feet)  COMP
 FF0142  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FF0142
 FF0142  VERT ORDER  -  FIRST     CLASS II
 FF0142
 FF0142.The horizontal coordinates were scaled from a topographic map and have
 FF0142.an estimated accuracy of +/- 6 seconds.
 FF0142
 FF0142.The orthometric height was determined by differential leveling
 FF0142.and adjusted by the National Geodetic Survey in June 1991..
 FF0142
 FF0142.The geoid height was determined by GEOID03.
 FF0142
 FF0142.The dynamic height is computed by dividing the NAVD 88
 FF0142.geopotential number by the normal gravity value computed on the
 FF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0142.degrees latitude (g = 980.6199 gals.).
 FF0142
 FF0142.The modeled gravity was interpolated from observed gravity values.
 FF0142
 FF0142;                    North         East    Units  Estimated Accuracy
 FF0142;SPC AR N     -   106,240.      561,620.      MT  (+/- 180 meters Scaled)
 FF0142
 FF0142                          SUPERSEDED SURVEY CONTROL
 FF0142
 FF0142  NGVD 29 (10/05/93)   68.773  (m)          225.63   (f) ADJUSTED    1 2
 FF0142
 FF0142.Superseded values are not recommended for survey control.
 FF0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0142.See file dsdata.txt to determine how the superseded data were derived.
 FF0142
 FF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV525073(NAD 83)
 FF0142_MARKER: DB = BENCH MARK DISK
 FF0142_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0142_SP_SET: HEADWALL
 FF0142_STAMPING: U 174 1956
 FF0142_MARK LOGO: CGS   
 FF0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0142+STABILITY: SURFACE MOTION
 FF0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0142+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0142
 FF0142  HISTORY     - Date     Condition        Report By
 FF0142  HISTORY     - 1956     MONUMENTED       CGS
 FF0142  HISTORY     - 19920319 GOOD             NGS
 FF0142  HISTORY     - 20021024 GOOD             USACE
 FF0142
 FF0142                          STATION DESCRIPTION
 FF0142
 FF0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0142'2.3 MI SE FROM CLARKEDALE.
 FF0142'2.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0142'FROM THE STATION AND BLACK TOP ROAD CROSSING AT CLARKEDALE,
 FF0142'ABOUT 1.05 MILE NORTHWEST OF ROAD CROSSING AT JAMES MILL, ACROSS
 FF0142'TRACK FROM POINT BETWEEN MILEAGE POLES 468/38 AND 468/39, ABOUT
 FF0142'114 YARDS NORTHWEST OF MILE POLE 469, ABOUT 65 YARDS NORTHWEST
 FF0142'OF A SMALL ROAD CROSSING, 25 1/2 FEET SOUTHWEST OF SOUTHWEST
 FF0142'RAIL, 47 FEET NORTHEAST OF CENTER LINE OF OLD U.S. HIGHWAY 63,
 FF0142'IN THE TOP OF SOUTHEAST END OF SOUTHWEST HEAD WALL OF A 6-FOOT
 FF0142'CONCRETE CULVERT UNDER TRACK, ABOUT 4 FEET BELOW LEVEL OF TRACK
 FF0142'AND ABOUT 2 FEET ABOVE LEVEL OF OLD HIGHWAY.
 FF0142
 FF0142                          STATION RECOVERY (1992)
 FF0142
 FF0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0142'7.4 KM (4.60 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 FF0142'U.S. HIGHWAY 64 IN MARION, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE
 FF0142'SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE
 FF0142'BURLINGTON NORTHERN RAILROAD, 57.5 M (188.6 FT) NORTH OF THE CENTER
 FF0142'OF A GRAVELED ROAD, 14.3 M (46.9 FT) EAST OF THE HIGHWAY CENTERLINE,
 FF0142'8.0 M (26.2 FT) WEST OF THE NEAR RAIL, AND 1.0 M (3.3 FT) ABOVE THE
 FF0142'LEVEL OF THE HIGHWAY.
 FF0142
 FF0142                          STATION RECOVERY (2002)
 FF0142
 FF0142'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1641 ***********************************************************************
 FF1641  DESIGNATION -  U 175
 FF1641  PID         -  FF1641
 FF1641  STATE/COUNTY-  AR/CROSS
 FF1641  USGS QUAD   -  HAMLIN (1984)
 FF1641
 FF1641                         *CURRENT SURVEY CONTROL
 FF1641  ___________________________________________________________________
 FF1641* NAD 83(1986)-  35 13 59.     (N)    090 53 54.     (W)     SCALED    
 FF1641* NAVD 88     -        66.710  (meters)     218.86   (feet)  ADJUSTED  
 FF1641  ___________________________________________________________________
 FF1641  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1641  DYNAMIC HT  -          66.650 (meters)     218.67  (feet)  COMP
 FF1641  MODELED GRAV-     979,736.7   (mgal)                       NAVD 88
 FF1641
 FF1641  VERT ORDER  -  FIRST     CLASS II
 FF1641
 FF1641.The horizontal coordinates were scaled from a topographic map and have
 FF1641.an estimated accuracy of +/- 6 seconds.
 FF1641
 FF1641.The orthometric height was determined by differential leveling
 FF1641.and adjusted by the National Geodetic Survey in June 1991..
 FF1641
 FF1641.The geoid height was determined by GEOID03.
 FF1641
 FF1641.The dynamic height is computed by dividing the NAVD 88
 FF1641.geopotential number by the normal gravity value computed on the
 FF1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1641.degrees latitude (g = 980.6199 gals.).
 FF1641
 FF1641.The modeled gravity was interpolated from observed gravity values.
 FF1641
 FF1641;                    North         East    Units  Estimated Accuracy
 FF1641;SPC AR N     -   100,380.      500,280.      MT  (+/- 180 meters Scaled)
 FF1641
 FF1641                          SUPERSEDED SURVEY CONTROL
 FF1641
 FF1641  NGVD 29 (??/??/??)   66.679  (m)          218.76   (f) ADJUSTED    1 2
 FF1641
 FF1641.Superseded values are not recommended for survey control.
 FF1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1641.See file dsdata.txt to determine how the superseded data were derived.
 FF1641
 FF1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV912009(NAD 83)
 FF1641_MARKER: DB = BENCH MARK DISK
 FF1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1641_SP_SET: BRIDGE ABUTMENT
 FF1641_STAMPING: U 175 1956
 FF1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1641
 FF1641  HISTORY     - Date     Condition        Report By
 FF1641  HISTORY     - 1956     MONUMENTED       CGS
 FF1641
 FF1641                          STATION DESCRIPTION
 FF1641
 FF1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1641'6 MI W FROM WYNNE.
 FF1641'ABOUT 6.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1641'STATION AT WYNNE, NEAR TELEPHONE POLE NO. 326/13, IN THE TOP OF
 FF1641'THE NORTH END OF EAST CONCRETE ABUTMENT OF 250-FOOT CONCRETE
 FF1641'BRIDGE NO. 326.4, 7 1/2 FEET NORTH OF NORTH RAIL AND ABOUT 2
 FF1641'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0857 ***********************************************************************
 EH0857  DESIGNATION -  U 176
 EH0857  PID         -  EH0857
 EH0857  STATE/COUNTY-  AR/LEE
 EH0857  USGS QUAD   -  AUBREY (1971)
 EH0857
 EH0857                         *CURRENT SURVEY CONTROL
 EH0857  ___________________________________________________________________
 EH0857* NAD 83(1986)-  34 44 45.     (N)    090 53 59.     (W)     SCALED    
 EH0857* NAVD 88     -        61.512  (meters)     201.81   (feet)  ADJUSTED  
 EH0857  ___________________________________________________________________
 EH0857  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH0857  DYNAMIC HT  -          61.455 (meters)     201.62  (feet)  COMP
 EH0857  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 EH0857
 EH0857  VERT ORDER  -  FIRST     CLASS II
 EH0857
 EH0857.The horizontal coordinates were scaled from a topographic map and have
 EH0857.an estimated accuracy of +/- 6 seconds.
 EH0857
 EH0857.The orthometric height was determined by differential leveling
 EH0857.and adjusted by the National Geodetic Survey in June 1991..
 EH0857
 EH0857.The geoid height was determined by GEOID03.
 EH0857
 EH0857.The dynamic height is computed by dividing the NAVD 88
 EH0857.geopotential number by the normal gravity value computed on the
 EH0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0857.degrees latitude (g = 980.6199 gals.).
 EH0857
 EH0857.The modeled gravity was interpolated from observed gravity values.
 EH0857
 EH0857;                    North         East    Units  Estimated Accuracy
 EH0857;SPC AR S     -   631,150.      500,750.      MT  (+/- 180 meters Scaled)
 EH0857
 EH0857                          SUPERSEDED SURVEY CONTROL
 EH0857
 EH0857  NGVD 29 (??/??/??)   61.525  (m)          201.85   (f) ADJUSTED    1 2
 EH0857
 EH0857.Superseded values are not recommended for survey control.
 EH0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0857.See file dsdata.txt to determine how the superseded data were derived.
 EH0857
 EH0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU922468(NAD 83)
 EH0857_MARKER: DB = BENCH MARK DISK
 EH0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0857_SP_SET: CULVERT
 EH0857_STAMPING: U 176 1955
 EH0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0857+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0857
 EH0857  HISTORY     - Date     Condition        Report By
 EH0857  HISTORY     - 1955     MONUMENTED       CGS
 EH0857  HISTORY     - 20030402 GOOD             USACE
 EH0857
 EH0857                          STATION DESCRIPTION
 EH0857
 EH0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0857'1.9 MI N FROM AUBREY.
 EH0857'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 121 FROM THE SCHOOL AT
 EH0857'AUBREY, IN THE TOP OF THE SOUTH END OF WEST HEAD WALL OF AN 8-FOOT
 EH0857'CONCRETE BOX CULVERT UNDER HIGHWAY, 11 1/2 FEET WEST OF CENTER LINE OF
 EH0857'HIGHWAY, 122 FEET NORTH OF CENTER OF CROSSING OF AN EAST-WEST DIRT
 EH0857'ROAD, 1 FOOT NORTH OF SOUTH END OF HEAD WALL AND ABOUT 1 FOOT ABOVE
 EH0857'LEVEL OF HIGHWAY.
 EH0857
 EH0857                          STATION RECOVERY (2003)
 EH0857
 EH0857'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0857'MARK IS ACTUALLY IN EAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1286 ***********************************************************************
 FF1286  DESIGNATION -  U 177 RESET
 FF1286  PID         -  FF1286
 FF1286  STATE/COUNTY-  AR/WOODRUFF
 FF1286  USGS QUAD   -  HUNTER EAST (1993)
 FF1286
 FF1286                         *CURRENT SURVEY CONTROL
 FF1286  ___________________________________________________________________
 FF1286* NAD 83(1986)-  35 03 37.     (N)    091 07 17.     (W)     SCALED    
 FF1286* NAVD 88     -        64.36   (+/-2cm)     211.2    (feet)  VERTCON   
 FF1286  ___________________________________________________________________
 FF1286  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FF1286
 FF1286  VERT ORDER  -  ? (See Below)
 FF1286
 FF1286.The horizontal coordinates were scaled from a topographic map and have
 FF1286.an estimated accuracy of +/- 6 seconds.
 FF1286
 FF1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1286.The vertical order pertains to the NGVD 29 superseded value.
 FF1286
 FF1286.The geoid height was determined by GEOID03.
 FF1286
 FF1286;                    North         East    Units  Estimated Accuracy
 FF1286;SPC AR N     -    81,010.      480,150.      MT  (+/- 180 meters Scaled)
 FF1286
 FF1286                          SUPERSEDED SURVEY CONTROL
 FF1286
 FF1286  NGVD 29 (??/??/??)   64.344  (m)          211.10   (f) ADJUSTED    ?  
 FF1286
 FF1286.Superseded values are not recommended for survey control.
 FF1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1286.See file dsdata.txt to determine how the superseded data were derived.
 FF1286
 FF1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU713813(NAD 83)
 FF1286_MARKER: DB = BENCH MARK DISK
 FF1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1286_SP_SET: CULVERT
 FF1286_STAMPING: U 177 RESET 1971
 FF1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1286+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 FF1286
 FF1286  HISTORY     - Date     Condition        Report By
 FF1286  HISTORY     - 1971     MONUMENTED       ARHD
 FF1286  HISTORY     - 20030529 GOOD             USACE
 FF1286
 FF1286                          STATION DESCRIPTION
 FF1286
 FF1286'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1971
 FF1286'0.6 MI NE FROM HUNTER.
 FF1286'0.6 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1286'THE STATION AT HUNTER, ABOUT 0.3 MILE SOUTHWEST OF MILE POLE
 FF1286'186, IN THE TOP OF THE NORTHWEST END OF NORTHEAST HEADWALL OF A
 FF1286'4 FT X 3 FT CONCRETE BOX CULVERT UNDER THE TRACK, 47 3/4 FEET
 FF1286'NORTHEAST OF INTERSECTION OF CENTER LINE STATE HIGHWAY 306 AND
 FF1286'MAIN LINE OF ST. LOUIS SOUTHWESTERN RAILROAD, 20 FEET EAST OF
 FF1286'EAST RAIL OF MAIN LINE, 44 1/4 FEET SOUTHWEST OF WESTERN UNION
 FF1286'TELEGRAPH POLE NUMBER E 36, 29 1/2 FEET NORTH OF CENTER LINE OF
 FF1286'STATE HIGHWAY 306, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF MAIN
 FF1286'TRACK.
 FF1286
 FF1286                          STATION RECOVERY (2003)
 FF1286
 FF1286'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0213 ***********************************************************************
 FF0213  DESIGNATION -  U 178
 FF0213  PID         -  FF0213
 FF0213  STATE/COUNTY-  AR/CRITTENDEN
 FF0213  USGS QUAD   -  EDMONDSON (1981)
 FF0213
 FF0213                         *CURRENT SURVEY CONTROL
 FF0213  ___________________________________________________________________
 FF0213* NAD 83(1986)-  35 05 44.     (N)    090 21 54.     (W)     SCALED    
 FF0213* NAVD 88     -        61.937  (meters)     203.21   (feet)  ADJUSTED  
 FF0213  ___________________________________________________________________
 FF0213  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FF0213  DYNAMIC HT  -          61.881 (meters)     203.02  (feet)  COMP
 FF0213  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0213
 FF0213  VERT ORDER  -  FIRST     CLASS II
 FF0213
 FF0213.The horizontal coordinates were scaled from a topographic map and have
 FF0213.an estimated accuracy of +/- 6 seconds.
 FF0213
 FF0213.The orthometric height was determined by differential leveling
 FF0213.and adjusted by the National Geodetic Survey in June 1991..
 FF0213
 FF0213.The geoid height was determined by GEOID03.
 FF0213
 FF0213.The dynamic height is computed by dividing the NAVD 88
 FF0213.geopotential number by the normal gravity value computed on the
 FF0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0213.degrees latitude (g = 980.6199 gals.).
 FF0213
 FF0213.The modeled gravity was interpolated from observed gravity values.
 FF0213
 FF0213;                    North         East    Units  Estimated Accuracy
 FF0213;SPC AR N     -    85,800.      549,070.      MT  (+/- 180 meters Scaled)
 FF0213
 FF0213                          SUPERSEDED SURVEY CONTROL
 FF0213
 FF0213  NGVD 29 (??/??/??)   61.914  (m)          203.13   (f) ADJUSTED    1 2
 FF0213
 FF0213.Superseded values are not recommended for survey control.
 FF0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0213.See file dsdata.txt to determine how the superseded data were derived.
 FF0213
 FF0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU401868(NAD 83)
 FF0213_MARKER: DB = BENCH MARK DISK
 FF0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0213_SP_SET: 50 FEET
 FF0213_STAMPING: U 178 1956
 FF0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0213
 FF0213  HISTORY     - Date     Condition        Report By
 FF0213  HISTORY     - 1956     MONUMENTED       CGS
 FF0213  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0213  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0213
 FF0213                          STATION DESCRIPTION
 FF0213
 FF0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0213'3 MI W FROM EDMONDSON.
 FF0213'3.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0213'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0213'ABOUT 0.5 MILE EAST OF STATION SIGN AT PROCTOR, ABOUT 0.25 MILE
 FF0213'EAST OF THE POST OFFICE AT PROCTOR, ABOUT 12 TELEPHONE POLES
 FF0213'WEST OF MILE POLE 19, AT A PROMINENT GRAVEL ROAD CROSSING, AT THE
 FF0213'JUNCTION OF NORTH-SOUTH GRAVEL ROAD AND A ROAD WEST TO PROCTOR,
 FF0213'121 FEET SOUTH-SOUTHEAST AND ACROSS GRAVEL ROAD WEST FROM NEAR RAIL OF
 FF0213'TRACK, 55 FEET OF CENTER LINE OF NORTH-SOUTH ROAD, 45 FEET SOUTH OF
 FF0213'CENTER LINE OF ROAD WEST, 147 FEET SOUTH-SOUTHWEST AND ACROSS ROAD
 FF0213'WEST FROM CENTER OF CROSSING OF TRACK AND NORTH-SOUTH ROAD, 22 FEET
 FF0213'NORTHEAST OF CENTER OF TOP OF A 4-INCH WELL, 11 FEET SOUTHEAST OF A
 FF0213'POWER POLE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0213'7 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A
 FF0213'COPPER-COATED STEEL ROD PROJECTING ABOUT 1 INCH AND SURROUNDED BY A
 FF0213'4-INCH TILE.  THE ROD IS DRIVEN TO A DEPTH OF 50-FEET IN GROUND.
 FF0213
 FF0213                          STATION RECOVERY (1977)
 FF0213
 FF0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0213'MARK NOT FOUND.
 FF0213
 FF0213                          STATION RECOVERY (1977)
 FF0213
 FF0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0011 ***********************************************************************
 FF0011  DESIGNATION -  U 179
 FF0011  PID         -  FF0011
 FF0011  STATE/COUNTY-  AR/POINSETT
 FF0011  USGS QUAD   -  MARKED TREE (1983)
 FF0011
 FF0011                         *CURRENT SURVEY CONTROL
 FF0011  ___________________________________________________________________
 FF0011* NAD 83(1986)-  35 33 39.     (N)    090 26 19.     (W)     SCALED    
 FF0011* NAVD 88     -        65.647  (meters)     215.38   (feet)  ADJUSTED  
 FF0011  ___________________________________________________________________
 FF0011  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF0011  DYNAMIC HT  -          65.589 (meters)     215.19  (feet)  COMP
 FF0011  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 FF0011
 FF0011  VERT ORDER  -  FIRST     CLASS II
 FF0011
 FF0011.The horizontal coordinates were scaled from a topographic map and have
 FF0011.an estimated accuracy of +/- 6 seconds.
 FF0011
 FF0011.The orthometric height was determined by differential leveling
 FF0011.and adjusted by the National Geodetic Survey in June 1991..
 FF0011
 FF0011.The geoid height was determined by GEOID03.
 FF0011
 FF0011.The dynamic height is computed by dividing the NAVD 88
 FF0011.geopotential number by the normal gravity value computed on the
 FF0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0011.degrees latitude (g = 980.6199 gals.).
 FF0011
 FF0011.The modeled gravity was interpolated from observed gravity values.
 FF0011
 FF0011;                    North         East    Units  Estimated Accuracy
 FF0011;SPC AR N     -   137,300.      541,540.      MT  (+/- 180 meters Scaled)
 FF0011
 FF0011                          SUPERSEDED SURVEY CONTROL
 FF0011
 FF0011  NGVD 29 (??/??/??)   65.581  (m)          215.16   (f) ADJUSTED    1 2
 FF0011
 FF0011.Superseded values are not recommended for survey control.
 FF0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0011.See file dsdata.txt to determine how the superseded data were derived.
 FF0011
 FF0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV321382(NAD 83)
 FF0011_MARKER: DB = BENCH MARK DISK
 FF0011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0011_SP_SET: 50 FEET
 FF0011_STAMPING: U 179 1956
 FF0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0011
 FF0011  HISTORY     - Date     Condition        Report By
 FF0011  HISTORY     - 1956     MONUMENTED       CGS
 FF0011  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0011
 FF0011                          STATION DESCRIPTION
 FF0011
 FF0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0011'2.1 MI NW FROM MARKED TREE.
 FF0011'ABOUT 2.1 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0011'RAILWAY FROM THE STATION AT MARKED TREE, AT CROSSING OF A LEVEE
 FF0011'AND THE TRACK, AT CROSSING OF A GRAVEL ROAD FOLLOWING LEVEE AND
 FF0011'THE TRACK, 36 FEET NORTHEAST OF NORTHEAST RAIL, 45 FEET
 FF0011'EAST-NORTHEAST OF CENTER OF CROSSING OF ROAD AND TRACK, 75 FEET
 FF0011'EAST OF CENTER OF CROSSING OF TOP OF LEVEE AND TRACK, 113 FEET SOUTH
 FF0011'OF CENTER LINE OF A DRIVE EAST TO A TENANT HOUSE, 34 FEET
 FF0011'SOUTHWEST OF A POWER POLE, 4 FEET NORTH OF TELEPHONE POLE NO.
 FF0011'445/10, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 15
 FF0011'FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A COPPER-COATED
 FF0011'STEEL ROD ABOUT FLUSH WITH GROUND AND SURROUNDED BY A 4-INCH
 FF0011'TILE PROJECTING 4 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF
 FF0011'50-FEET.
 FF0011
 FF0011                          STATION RECOVERY (1978)
 FF0011
 FF0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0818 ***********************************************************************
 FG0818  DESIGNATION -  U 18
 FG0818  PID         -  FG0818
 FG0818  STATE/COUNTY-  AR/NEWTON
 FG0818  USGS QUAD   -  PARTHENON (1980)
 FG0818
 FG0818                         *CURRENT SURVEY CONTROL
 FG0818  ___________________________________________________________________
 FG0818* NAD 83(1986)-  35 56 22.     (N)    093 09 57.     (W)     SCALED    
 FG0818* NAVD 88     -       639.300  (meters)    2097.44   (feet)  ADJUSTED  
 FG0818  ___________________________________________________________________
 FG0818  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG0818  DYNAMIC HT  -         638.688 (meters)    2095.43  (feet)  COMP
 FG0818  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 FG0818
 FG0818  VERT ORDER  -  SECOND    CLASS 0
 FG0818
 FG0818.The horizontal coordinates were scaled from a topographic map and have
 FG0818.an estimated accuracy of +/- 6 seconds.
 FG0818
 FG0818.The orthometric height was determined by differential leveling
 FG0818.and adjusted by the National Geodetic Survey in June 1991..
 FG0818
 FG0818.The geoid height was determined by GEOID03.
 FG0818
 FG0818.The dynamic height is computed by dividing the NAVD 88
 FG0818.geopotential number by the normal gravity value computed on the
 FG0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0818.degrees latitude (g = 980.6199 gals.).
 FG0818
 FG0818.The modeled gravity was interpolated from observed gravity values.
 FG0818
 FG0818;                    North         East    Units  Estimated Accuracy
 FG0818;SPC AR N     -   178,810.      294,810.      MT  (+/- 180 meters Scaled)
 FG0818
 FG0818                          SUPERSEDED SURVEY CONTROL
 FG0818
 FG0818  NGVD 29 (??/??/92)  639.198  (m)         2097.10   (f) ADJ UNCH    2 0
 FG0818
 FG0818.Superseded values are not recommended for survey control.
 FG0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0818.See file dsdata.txt to determine how the superseded data were derived.
 FG0818
 FG0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV850772(NAD 83)
 FG0818_MARKER: DB = BENCH MARK DISK
 FG0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0818_STAMPING: U-18 1932
 FG0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0818+STABILITY: SURFACE MOTION
 FG0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0818+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 FG0818
 FG0818  HISTORY     - Date     Condition        Report By
 FG0818  HISTORY     - 1932     MONUMENTED       CGS
 FG0818  HISTORY     - 1935     GOOD             NGS
 FG0818  HISTORY     - 20050519 GOOD             ARHD
 FG0818
 FG0818                          STATION DESCRIPTION
 FG0818
 FG0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0818'7.3 MI S FROM JASPER.
 FG0818'ABOUT 7.3 MILES SOUTH OF JASPER, ALONG ST. HWY 7.  ABOUT 600 FEET EAST
 FG0818'OF GUM SPRINGS SCHOOLHOUSE.  55 FEET WEST OF CENTERLINE OF ST. HWY. 7.
 FG0818'25 FEET NORTH OF CENTERLINE OF ROAD TO SCHOOLHOUSE.  4.4 FEET NORTH
 FG0818'OF HICKORY TREE .8 FT. IN DIAMETER AT BASE, PAINTED U.S. 2097-O P.B.M.
 FG0818'CONCRETE POST WITH BRONZE TABLET.
 FG0818
 FG0818                          STATION RECOVERY (2005)
 FG0818
 FG0818'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (TPS)
 FG0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0841 ***********************************************************************
 FF0841  DESIGNATION -  U 180
 FF0841  PID         -  FF0841
 FF0841  STATE/COUNTY-  AR/POINSETT
 FF0841  USGS QUAD   -  RISHER (1980)
 FF0841
 FF0841                         *CURRENT SURVEY CONTROL
 FF0841  ___________________________________________________________________
 FF0841* NAD 83(1986)-  35 38 14.     (N)    090 53 18.     (W)     SCALED    
 FF0841* NAVD 88     -        73.422  (meters)     240.89   (feet)  ADJUSTED  
 FF0841  ___________________________________________________________________
 FF0841  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FF0841  DYNAMIC HT  -          73.359 (meters)     240.68  (feet)  COMP
 FF0841  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 FF0841
 FF0841  VERT ORDER  -  FIRST     CLASS II
 FF0841
 FF0841.The horizontal coordinates were scaled from a topographic map and have
 FF0841.an estimated accuracy of +/- 6 seconds.
 FF0841
 FF0841.The orthometric height was determined by differential leveling
 FF0841.and adjusted by the National Geodetic Survey in June 1991..
 FF0841
 FF0841.The geoid height was determined by GEOID03.
 FF0841
 FF0841.The dynamic height is computed by dividing the NAVD 88
 FF0841.geopotential number by the normal gravity value computed on the
 FF0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0841.degrees latitude (g = 980.6199 gals.).
 FF0841
 FF0841.The modeled gravity was interpolated from observed gravity values.
 FF0841
 FF0841;                    North         East    Units  Estimated Accuracy
 FF0841;SPC AR N     -   145,220.      500,680.      MT  (+/- 180 meters Scaled)
 FF0841
 FF0841                          SUPERSEDED SURVEY CONTROL
 FF0841
 FF0841  NGVD 29 (??/??/??)   73.360  (m)          240.68   (f) ADJUSTED    1 2
 FF0841
 FF0841.Superseded values are not recommended for survey control.
 FF0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0841.See file dsdata.txt to determine how the superseded data were derived.
 FF0841
 FF0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV912457(NAD 83)
 FF0841_MARKER: DB = BENCH MARK DISK
 FF0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0841_STAMPING: U 180 1956
 FF0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0841+STABILITY: SURFACE MOTION
 FF0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0841+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0841
 FF0841  HISTORY     - Date     Condition        Report By
 FF0841  HISTORY     - 1956     MONUMENTED       CGS
 FF0841  HISTORY     - 20020821 GOOD             USACE
 FF0841
 FF0841                          STATION DESCRIPTION
 FF0841
 FF0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0841'1.3 MI N FROM WEINER.
 FF0841'1.3 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0841'THE STATION AT WEINER, ABOUT 3 1/2 TELEPHONE POLES SOUTH OF MILE
 FF0841'POLE 144, 46 FEET WEST OF WEST RAIL, 87 FEET SOUTHWEST OF
 FF0841'CENTER OF A ROAD CROSSING, 42 FEET SOUTH OF CENTER LINE OF
 FF0841'ROAD, 22 FEET SOUTH OF A POWER LINE BRACE POLE AND A FENCE
 FF0841'CORNER, 39 FEET NORTHWEST OF A TELEPHONE POLE, 1 1/2 FEET EAST
 FF0841'OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FF0841'ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0841'CONCRETE POST PROJECTING 3 INCHES.
 FF0841
 FF0841                          STATION RECOVERY (2002)
 FF0841
 FF0841'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0841'THE STATION IS 1 FT E OF CARSONITE WITNESS POST.
 FF0841'MARK IS 0.15 MI E OF CELL PHONE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0826 ***********************************************************************
 FF0826  DESIGNATION -  U 181
 FF0826  PID         -  FF0826
 FF0826  STATE/COUNTY-  AR/POINSETT
 FF0826  USGS QUAD   -  WEINER (1980)
 FF0826
 FF0826                         *CURRENT SURVEY CONTROL
 FF0826  ___________________________________________________________________
 FF0826* NAD 83(1986)-  35 32 25.     (N)    090 56 42.     (W)     SCALED    
 FF0826* NAVD 88     -        72.490  (meters)     237.83   (feet)  ADJUSTED  
 FF0826  ___________________________________________________________________
 FF0826  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF0826  DYNAMIC HT  -          72.427 (meters)     237.62  (feet)  COMP
 FF0826  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 FF0826
 FF0826  VERT ORDER  -  FIRST     CLASS II
 FF0826
 FF0826.The horizontal coordinates were scaled from a topographic map and have
 FF0826.an estimated accuracy of +/- 6 seconds.
 FF0826
 FF0826.The orthometric height was determined by differential leveling
 FF0826.and adjusted by the National Geodetic Survey in June 1991..
 FF0826
 FF0826.The geoid height was determined by GEOID03.
 FF0826
 FF0826.The dynamic height is computed by dividing the NAVD 88
 FF0826.geopotential number by the normal gravity value computed on the
 FF0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0826.degrees latitude (g = 980.6199 gals.).
 FF0826
 FF0826.The modeled gravity was interpolated from observed gravity values.
 FF0826
 FF0826;                    North         East    Units  Estimated Accuracy
 FF0826;SPC AR N     -   134,410.      495,660.      MT  (+/- 180 meters Scaled)
 FF0826
 FF0826                          SUPERSEDED SURVEY CONTROL
 FF0826
 FF0826  NGVD 29 (??/??/??)   72.435  (m)          237.65   (f) ADJUSTED    1 2
 FF0826
 FF0826.Superseded values are not recommended for survey control.
 FF0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0826.See file dsdata.txt to determine how the superseded data were derived.
 FF0826
 FF0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV862349(NAD 83)
 FF0826_MARKER: DB = BENCH MARK DISK
 FF0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0826_SP_SET: CULVERT
 FF0826_STAMPING: U 181 1956
 FF0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0826+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 FF0826
 FF0826  HISTORY     - Date     Condition        Report By
 FF0826  HISTORY     - 1956     MONUMENTED       CGS
 FF0826  HISTORY     - 1969     GOOD             CGS
 FF0826  HISTORY     - 20020426 GOOD             USACE
 FF0826
 FF0826                          STATION DESCRIPTION
 FF0826
 FF0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FF0826'1.8 MI S FROM WALDENBURG.
 FF0826'THE MARK IS ABOUT 1.85 MILES SOUTH ALONG THE ST. LOUIS
 FF0826'SOUTHWESTERN RAILROAD FROM THE CROSSING OF STATE ROUTE 14 AT
 FF0826'WALDENBURG.  IT IS ABOUT 0.4 OF A MILE NORTH OF AN EAST-WEST ROAD
 FF0826'CROSSING, BETWEEN TELEPHONE POLES NO. 151/13 AND 151/14, 84 FEET
 FF0826'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 39, 11.1 FEET
 FF0826'EAST OF THE EAST RAIL OF THE RAILROAD TRACK, ABOUT 2 FEET BELOW
 FF0826'THE LEVEL OF THE TRACKS, AND 1.0 FOOT SOUTH OF A METAL WITNESS
 FF0826'POST AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 FF0826'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 3-FOOT
 FF0826'CONCRETE CULVERT UNDER THE RAILROAD TRACKS, AND THE DISK IS
 FF0826'STAMPED U 181 1956.
 FF0826
 FF0826                          STATION RECOVERY (2002)
 FF0826
 FF0826'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5266 ***********************************************************************
 DG5266  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5266  DESIGNATION -  U 181X
 DG5266  PID         -  DG5266
 DG5266  STATE/COUNTY-  AR/POINSETT
 DG5266  USGS QUAD   -  WEINER (1980)
 DG5266
 DG5266                         *CURRENT SURVEY CONTROL
 DG5266  ___________________________________________________________________
 DG5266* NAD 83(1997)-  35 32 28.42339(N)    090 56 39.31368(W)     ADJUSTED  
 DG5266* NAVD 88     -        72.12   (meters)     236.6    (feet)  GPS OBS   
 DG5266  ___________________________________________________________________
 DG5266  X           -     -85,624.495 (meters)                     COMP
 DG5266  Y           -  -5,195,084.204 (meters)                     COMP
 DG5266  Z           -   3,686,916.948 (meters)                     COMP
 DG5266  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DG5266  ELLIP HEIGHT-          44.54  (meters)          (04/05/04) GPS OBS
 DG5266  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DG5266
 DG5266  HORZ ORDER  -  B
 DG5266  ELLP ORDER  -  THIRD     CLASS II
 DG5266
 DG5266.The horizontal coordinates were established by GPS observations
 DG5266.and adjusted by the National Geodetic Survey in April 2004..
 DG5266
 DG5266.The orthometric height was determined by GPS observations and a
 DG5266.high-resolution geoid model using precise GPS observation and
 DG5266.processing techniques. It supersedes the leveled height previously
 DG5266.determined for this station.
 DG5266
 DG5266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5266
 DG5266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5266
 DG5266.The ellipsoidal height was determined by GPS observations
 DG5266.and is referenced to NAD 83.
 DG5266
 DG5266.The geoid height was determined by GEOID03.
 DG5266
 DG5266;                    North         East     Units Scale Factor Converg.
 DG5266;SPC AR N     -   134,518.811   495,730.298   MT  0.99993622   +0 36 51.6
 DG5266;SPC AR N     -   441,333.80  1,626,408.49   sFT  0.99993622   +0 36 51.6
 DG5266;UTM  15      - 3,935,009.842   686,359.753   MT  1.00002800   +1 11 43.2
 DG5266
 DG5266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5266!SPC AR N     -   0.99999301  x   0.99993622  =   0.99992923
 DG5266!UTM  15      -   0.99999301  x   1.00002800  =   1.00002101
 DG5266
 DG5266                          SUPERSEDED SURVEY CONTROL
 DG5266
 DG5266  NAVD 88 (04/05/04)   72.04   (m)          236.4    (f) LEVELING    3  
 DG5266
 DG5266.Superseded values are not recommended for survey control.
 DG5266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5266.See file dsdata.txt to determine how the superseded data were derived.
 DG5266
 DG5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8636035010(NAD 83)
 DG5266_MARKER: F = FLANGE-ENCASED ROD
 DG5266_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5266+WITH SETTING: INFORMATION.
 DG5266_STAMPING: U 181X 2002
 DG5266_MARK LOGO: USACE 
 DG5266_PROJECTION: RECESSED 8 CENTIMETERS
 DG5266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5266+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DG5266_ROD/PIPE-DEPTH:  2.1 meters
 DG5266
 DG5266  HISTORY     - Date     Condition        Report By
 DG5266  HISTORY     - 20020607 MONUMENTED       EMCINC
 DG5266
 DG5266                          STATION DESCRIPTION
 DG5266
 DG5266'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5266'THE MARK IS LOCATED 3.0 KILOMETERS (1.85 MILES) SOUTH OF WALDENBURG,
 DG5266'ARKANSAS AND 8.1 KILOMETERS (5.0 MILES) NORTH OF FISHER, ARKANSAS.TO
 DG5266'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 14 AND U.S. HIGHWAY
 DG5266'49 IN WALDENBURG, ARKANSAS PROCEED SOUTH ON U.S. 49 FOR 3.0 KILOMETERS
 DG5266'(1.85 MILES) TO THE MARK ON THE RIGHT, ON THE WEST SHOULDER OF U.S.
 DG5266'49.THE MARK IS 36.0 METERS (118.1 FEET) EAST, NORTHEAST (AZ. 60
 DG5266'DEGREES) FROM BENCH MARK U 181, 26.5 METERS (87.0 FEET) NORTH,
 DG5266'NORTHEAST OF THE NORTH END OF A CONCRETE HEADWALL ON THE WEST SIDE OF
 DG5266'U.S. 49, 21.9 METERS (71.7 FEET) WEST, SOUTHWEST OF A POWER POLE ON
 DG5266'THE EAST SIDE OF U.S. 49, 6.1 METERS (20.0 FEET) WEST, NORTHWEST OF
 DG5266'THE CENTER OF U.S. 49 AND 3.0 METERS (9.8 FEET) EAST, SOUTHEAST OF A
 DG5266'CARSONITE WITNESS POST.THE MARK IS A MEMPHIS DISTRICT CORPS OF
 DG5266'ENGINEERS ALUMINUM CAP ON AN ALUMINUM ROD, RECESSED 0.1 METERS (0.3
 DG5266'FEET) BELOW GROUND.
 DG5266' 
 DG5266'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0688 ***********************************************************************
 FF0688  DESIGNATION -  U 182
 FF0688  PID         -  FF0688
 FF0688  STATE/COUNTY-  AR/CROSS
 FF0688  USGS QUAD   -  VANNDALE (1984)
 FF0688
 FF0688                         *CURRENT SURVEY CONTROL
 FF0688  ___________________________________________________________________
 FF0688* NAD 83(1986)-  35 20 58.     (N)    090 45 51.     (W)     SCALED    
 FF0688* NAVD 88     -        83.993  (meters)     275.57   (feet)  ADJUSTED  
 FF0688  ___________________________________________________________________
 FF0688  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF0688  DYNAMIC HT  -          83.918 (meters)     275.32  (feet)  COMP
 FF0688  MODELED GRAV-     979,739.8   (mgal)                       NAVD 88
 FF0688
 FF0688  VERT ORDER  -  FIRST     CLASS II
 FF0688
 FF0688.The horizontal coordinates were scaled from a topographic map and have
 FF0688.an estimated accuracy of +/- 6 seconds.
 FF0688
 FF0688.The orthometric height was determined by differential leveling
 FF0688.and adjusted by the National Geodetic Survey in June 1991..
 FF0688
 FF0688.The geoid height was determined by GEOID03.
 FF0688
 FF0688.The dynamic height is computed by dividing the NAVD 88
 FF0688.geopotential number by the normal gravity value computed on the
 FF0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0688.degrees latitude (g = 980.6199 gals.).
 FF0688
 FF0688.The modeled gravity was interpolated from observed gravity values.
 FF0688
 FF0688;                    North         East    Units  Estimated Accuracy
 FF0688;SPC AR N     -   113,430.      512,330.      MT  (+/- 180 meters Scaled)
 FF0688
 FF0688                          SUPERSEDED SURVEY CONTROL
 FF0688
 FF0688  NGVD 29 (??/??/??)   83.951  (m)          275.43   (f) ADJUSTED    1 2
 FF0688
 FF0688.Superseded values are not recommended for survey control.
 FF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0688.See file dsdata.txt to determine how the superseded data were derived.
 FF0688
 FF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV031140(NAD 83)
 FF0688_MARKER: DB = BENCH MARK DISK
 FF0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0688_SP_SET: BRIDGE ABUTMENT
 FF0688_STAMPING: U 182 1956
 FF0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0688+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 FF0688
 FF0688  HISTORY     - Date     Condition        Report By
 FF0688  HISTORY     - 1956     MONUMENTED       CGS
 FF0688  HISTORY     - 20030505 GOOD             USACE
 FF0688
 FF0688                          STATION DESCRIPTION
 FF0688
 FF0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0688'2.6 MI N FROM VANNDALE.
 FF0688'ABOUT 2.55 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0688'THE ROAD CROSSING AT VANNDALE, ABOUT 95 YARDS SOUTH OF AN
 FF0688'EAST-WEST DIRT ROAD CROSSING, NEAR TELEPHONE POLE NO. 271/18,
 FF0688'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF
 FF0688'40-FOOT CONCRETE BRIDGE NO. 271.6, 7 FEET EAST OF EAST RAIL AND
 FF0688'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 FF0688
 FF0688                          STATION RECOVERY (2003)
 FF0688
 FF0688'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0131 ***********************************************************************
 GE0131  DESIGNATION -  U 183
 GE0131  PID         -  GE0131
 GE0131  STATE/COUNTY-  AR/CLAY
 GE0131  USGS QUAD   -  PIGGOTT (1984)
 GE0131
 GE0131                         *CURRENT SURVEY CONTROL
 GE0131  ___________________________________________________________________
 GE0131* NAD 83(1986)-  36 23 05.     (N)    090 11 30.     (W)     SCALED    
 GE0131* NAVD 88     -        92.420  (meters)     303.21   (feet)  ADJUSTED  
 GE0131  ___________________________________________________________________
 GE0131  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GE0131  DYNAMIC HT  -          92.344 (meters)     302.97  (feet)  COMP
 GE0131  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GE0131
 GE0131  VERT ORDER  -  FIRST     CLASS II
 GE0131
 GE0131.The horizontal coordinates were scaled from a topographic map and have
 GE0131.an estimated accuracy of +/- 6 seconds.
 GE0131
 GE0131.The orthometric height was determined by differential leveling
 GE0131.and adjusted by the National Geodetic Survey in June 1991..
 GE0131
 GE0131.The geoid height was determined by GEOID03.
 GE0131
 GE0131.The dynamic height is computed by dividing the NAVD 88
 GE0131.geopotential number by the normal gravity value computed on the
 GE0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0131.degrees latitude (g = 980.6199 gals.).
 GE0131
 GE0131.The modeled gravity was interpolated from observed gravity values.
 GE0131
 GE0131;                    North         East    Units  Estimated Accuracy
 GE0131;SPC AR N     -   229,090.      562,250.      MT  (+/- 180 meters Scaled)
 GE0131
 GE0131                          SUPERSEDED SURVEY CONTROL
 GE0131
 GE0131  NGVD 29 (??/??/92)   92.411  (m)          303.19   (f) ADJ UNCH    1 2
 GE0131
 GE0131.Superseded values are not recommended for survey control.
 GE0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0131.See file dsdata.txt to determine how the superseded data were derived.
 GE0131
 GE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA519302(NAD 83)
 GE0131_MARKER: DB = BENCH MARK DISK
 GE0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0131_SP_SET: STEP
 GE0131_STAMPING: U 183 1956
 GE0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0131+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 GE0131
 GE0131  HISTORY     - Date     Condition        Report By
 GE0131  HISTORY     - 1956     MONUMENTED       CGS
 GE0131  HISTORY     - 20020717 GOOD             USACE
 GE0131
 GE0131                          STATION DESCRIPTION
 GE0131
 GE0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0131'AT PIGGOTT.
 GE0131'AT PIGGOTT, AT THE POST OFFICE, IN THE TOP OF THE TOP CONCRETE
 GE0131'STEP OF A FLIGHT OF STEPS LEADING DOWN ALONG THE NORTHEAST SIDE
 GE0131'OF THE POST OFFICE TO A BASEMENT ENTRANCE, 4 1/2 FEET NORTHWEST
 GE0131'OF EAST CORNER OF BUILDING, 1 FOOT NORTHEAST OF NORTHEAST
 GE0131'FACE OF BUILDING AND ABOUT 1 1/2 FEET ABOVE LEVEL OF SIDE WALK.
 GE0131
 GE0131                          STATION RECOVERY (2002)
 GE0131
 GE0131'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0131'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0062 ***********************************************************************
 FF0062  DESIGNATION -  U 184
 FF0062  PID         -  FF0062
 FF0062  STATE/COUNTY-  AR/MISSISSIPPI
 FF0062  USGS QUAD   -  MANILA NORTH (1983)
 FF0062
 FF0062                         *CURRENT SURVEY CONTROL
 FF0062  ___________________________________________________________________
 FF0062* NAD 83(1986)-  35 55 11.     (N)    090 13 36.     (W)     SCALED    
 FF0062* NAVD 88     -        70.675  (meters)     231.87   (feet)  POSTED    
 FF0062  ___________________________________________________________________
 FF0062  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FF0062  DYNAMIC HT  -          70.620 (meters)     231.69  (feet)  COMP
 FF0062  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 FF0062
 FF0062  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0062
 FF0062.The horizontal coordinates were scaled from a topographic map and have
 FF0062.an estimated accuracy of +/- 6 seconds.
 FF0062
 FF0062.The orthometric height was determined by differential leveling
 FF0062.and adjusted by the National Geodetic Survey in 1992..
 FF0062.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0062.rate of 0.0 thru 1.0 mm/km.
 FF0062
 FF0062.The geoid height was determined by GEOID03.
 FF0062
 FF0062.The dynamic height is computed by dividing the NAVD 88
 FF0062.geopotential number by the normal gravity value computed on the
 FF0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0062.degrees latitude (g = 980.6199 gals.).
 FF0062
 FF0062.The modeled gravity was interpolated from observed gravity values.
 FF0062
 FF0062;                    North         East    Units  Estimated Accuracy
 FF0062;SPC AR N     -   177,440.      560,040.      MT  (+/- 180 meters Scaled)
 FF0062
 FF0062                          SUPERSEDED SURVEY CONTROL
 FF0062
 FF0062  NGVD 29 (??/??/??)   70.664  (m)          231.84   (f) ADJUSTED    1 2
 FF0062
 FF0062.Superseded values are not recommended for survey control.
 FF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0062.See file dsdata.txt to determine how the superseded data were derived.
 FF0062
 FF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV502785(NAD 83)
 FF0062_MARKER: DB = BENCH MARK DISK
 FF0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0062_STAMPING: U 184 1956
 FF0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0062+STABILITY: SURFACE MOTION
 FF0062
 FF0062  HISTORY     - Date     Condition        Report By
 FF0062  HISTORY     - 1956     MONUMENTED       CGS
 FF0062  HISTORY     - 20020720 MARK NOT FOUND   USACE
 FF0062
 FF0062                          STATION DESCRIPTION
 FF0062
 FF0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0062'2 MI SE FROM LEACHVILLE.
 FF0062'ABOUT 2.0 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0062'RAILWAY FROM THE STATION AT LEACHVILLE, ABOUT 0.25 MILE SOUTHEAST
 FF0062'OF A TRESTLE OVER A NORTH-SOUTH DRAINAGE DITCH, 27 FEET SOUTHWEST
 FF0062'OF SOUTHWEST RAIL, 57 1/2 FEET SOUTH-SOUTHWEST AND ACROSS TRACK
 FF0062'FROM TELEPHONE POLE NO. 815, 49 FEET SOUTHEAST OF TELEPHONE
 FF0062'POLE NO. 259/20, 55 FEET WEST OF WEST CORNER OF TRESTLE NO.
 FF0062'259.7, 2 FEET NORTHEAST OF A WIRE FENCE, 2 FEET SOUTHEAST OF A
 FF0062'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK
 FF0062'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0062
 FF0062                          STATION RECOVERY (2002)
 FF0062
 FF0062'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0062'RR ABANDONED. NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1817 ***********************************************************************
 FE1817  DESIGNATION -  U 185
 FE1817  PID         -  FE1817
 FE1817  STATE/COUNTY-  AR/MISSISSIPPI
 FE1817  USGS QUAD   -  ARMOREL (1983)
 FE1817
 FE1817                         *CURRENT SURVEY CONTROL
 FE1817  ___________________________________________________________________
 FE1817* NAD 83(1986)-  35 55 13.     (N)    089 47 52.     (W)     SCALED    
 FE1817* NAVD 88     -        78.680  (meters)     258.14   (feet)  ADJUSTED  
 FE1817  ___________________________________________________________________
 FE1817  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1817  DYNAMIC HT  -          78.614 (meters)     257.92  (feet)  COMP
 FE1817  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 FE1817
 FE1817  VERT ORDER  -  FIRST     CLASS I
 FE1817
 FE1817.The horizontal coordinates were scaled from a topographic map and have
 FE1817.an estimated accuracy of +/- 6 seconds.
 FE1817
 FE1817.The orthometric height was determined by differential leveling
 FE1817.and adjusted by the National Geodetic Survey in June 1991..
 FE1817
 FE1817.The geoid height was determined by GEOID03.
 FE1817
 FE1817.The dynamic height is computed by dividing the NAVD 88
 FE1817.geopotential number by the normal gravity value computed on the
 FE1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1817.degrees latitude (g = 980.6199 gals.).
 FE1817
 FE1817.The modeled gravity was interpolated from observed gravity values.
 FE1817
 FE1817;                    North         East    Units  Estimated Accuracy
 FE1817;SPC AR N     -   178,280.      598,730.      MT  (+/- 180 meters Scaled)
 FE1817
 FE1817                          SUPERSEDED SURVEY CONTROL
 FE1817
 FE1817  NGVD 29 (??/??/??)   78.611  (m)          257.91   (f) ADJUSTED    1 1
 FE1817
 FE1817.Superseded values are not recommended for survey control.
 FE1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1817.See file dsdata.txt to determine how the superseded data were derived.
 FE1817
 FE1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE475787(NAD 83)
 FE1817_MARKER: DB = BENCH MARK DISK
 FE1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1817_STAMPING: U 185 1956
 FE1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1817+STABILITY: SURFACE MOTION
 FE1817
 FE1817  HISTORY     - Date     Condition        Report By
 FE1817  HISTORY     - 1956     MONUMENTED       CGS
 FE1817  HISTORY     - 1976     GOOD             NGS
 FE1817  HISTORY     - 1987     GOOD             USPSQD
 FE1817  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1817
 FE1817                          STATION DESCRIPTION
 FE1817
 FE1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1817'AT ARMOREL.
 FE1817'AT ARMOREL, ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 18 FROM
 FE1817'THE POST OFFICE, AT ARMOREL SCHOOL BUILDING, ABOUT 65 YARDS
 FE1817'WEST OF HIGHWAY, SET VERTICALLY IN THE EAST FACE OF CONCRETE
 FE1817'FOUNDATION OF 1-STORY BRICK SCHOOL BUILDING, 77 FEET SOUTH OF
 FE1817'NORTHEAST CORNER OF BUILDING, 7 FEET SOUTH OF CENTER OF THE NORTH
 FE1817'ONE OF TWO EAST ENTRANCES AND 1 1/2 FEET ABOVE GROUND.
 FE1817
 FE1817                          STATION RECOVERY (1976)
 FE1817
 FE1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FE1817'RECOVERED IN GOOD CONDITION.
 FE1817
 FE1817                          STATION RECOVERY (1987)
 FE1817
 FE1817'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1817'RECOVERED IN GOOD CONDITION.
 FE1817
 FE1817                          STATION RECOVERY (2002)
 FE1817
 FE1817'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1817'OLD SCHOOL BLDG. TORN DOWN. NEW SCHOOL PARKING LOT NOW AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0079 ***********************************************************************
 FF0079  DESIGNATION -  U 186
 FF0079  PID         -  FF0079
 FF0079  STATE/COUNTY-  AR/CRAIGHEAD
 FF0079  USGS QUAD   -  LEACHVILLE (1983)
 FF0079
 FF0079                         *CURRENT SURVEY CONTROL
 FF0079  ___________________________________________________________________
 FF0079* NAD 83(1986)-  35 54 33.     (N)    090 18 52.     (W)     SCALED    
 FF0079* NAVD 88     -        71.872  (meters)     235.80   (feet)  POSTED    
 FF0079  ___________________________________________________________________
 FF0079  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FF0079  DYNAMIC HT  -          71.810 (meters)     235.60  (feet)  COMP
 FF0079  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 FF0079
 FF0079  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FF0079
 FF0079.The horizontal coordinates were scaled from a topographic map and have
 FF0079.an estimated accuracy of +/- 6 seconds.
 FF0079
 FF0079.The orthometric height was determined by differential leveling
 FF0079.and adjusted by the National Geodetic Survey in 1992..
 FF0079.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FF0079.rate of 2.1 thru 3.0 mm/km.
 FF0079
 FF0079.The geoid height was determined by GEOID03.
 FF0079
 FF0079.The dynamic height is computed by dividing the NAVD 88
 FF0079.geopotential number by the normal gravity value computed on the
 FF0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0079.degrees latitude (g = 980.6199 gals.).
 FF0079
 FF0079.The modeled gravity was interpolated from observed gravity values.
 FF0079
 FF0079;                    North         East    Units  Estimated Accuracy
 FF0079;SPC AR N     -   176,130.      552,140.      MT  (+/- 180 meters Scaled)
 FF0079
 FF0079                          SUPERSEDED SURVEY CONTROL
 FF0079
 FF0079  NGVD 29 (??/??/??)   71.847  (m)          235.72   (f) ADJUSTED    1 2
 FF0079
 FF0079.Superseded values are not recommended for survey control.
 FF0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0079.See file dsdata.txt to determine how the superseded data were derived.
 FF0079
 FF0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV423772(NAD 83)
 FF0079_MARKER: DB = BENCH MARK DISK
 FF0079_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0079_SP_SET: 48 FEET
 FF0079_STAMPING: U 186 1956
 FF0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0079
 FF0079  HISTORY     - Date     Condition        Report By
 FF0079  HISTORY     - 1956     MONUMENTED       CGS
 FF0079  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0079
 FF0079                          STATION DESCRIPTION
 FF0079
 FF0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0079'2.2 MI NE FROM MONETTE.
 FF0079'ABOUT 2.2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0079'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 18 AT MONETTE, AT A
 FF0079'NORTH-SOUTH ROAD CROSSING, 43 1/2 FEET NORTHWEST OF NORTHWEST
 FF0079'RAIL, 94 1/2 FEET SOUTHWEST OF A POWER POLE ON A NORTH-SOUTH
 FF0079'POWER LINE, 88 FEET WEST OF CENTER LINE OF ROAD AT CENTER OF
 FF0079'CROSSING, 25 FEET NORTH OF TELEPHONE POLE NO. 1032, 1/2 FOOT
 FF0079'SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN
 FF0079'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND IS A DISK
 FF0079'ON TOP OF A COPPER-COATED STEEL ROD PROJECTING 1 INCH AND
 FF0079'SURROUNDED BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD
 FF0079'IS DRIVEN TO A DEPTH OF 48-FEET.
 FF0079
 FF0079                          STATION RECOVERY (1978)
 FF0079
 FF0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0098 ***********************************************************************
 GE0098  DESIGNATION -  U 187
 GE0098  PID         -  GE0098
 GE0098  STATE/COUNTY-  AR/GREENE
 GE0098  USGS QUAD   -  MOUNDS (1984)
 GE0098
 GE0098                         *CURRENT SURVEY CONTROL
 GE0098  ___________________________________________________________________
 GE0098* NAD 83(1986)-  36 12 28.     (N)    090 21 25.     (W)     SCALED    
 GE0098* NAVD 88     -        83.139  (meters)     272.77   (feet)  ADJUSTED  
 GE0098  ___________________________________________________________________
 GE0098  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE0098  DYNAMIC HT  -          83.072 (meters)     272.55  (feet)  COMP
 GE0098  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 GE0098
 GE0098  VERT ORDER  -  FIRST     CLASS II
 GE0098
 GE0098.The horizontal coordinates were scaled from a topographic map and have
 GE0098.an estimated accuracy of +/- 6 seconds.
 GE0098
 GE0098.The orthometric height was determined by differential leveling
 GE0098.and adjusted by the National Geodetic Survey in June 1991..
 GE0098
 GE0098.The geoid height was determined by GEOID03.
 GE0098
 GE0098.The dynamic height is computed by dividing the NAVD 88
 GE0098.geopotential number by the normal gravity value computed on the
 GE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0098.degrees latitude (g = 980.6199 gals.).
 GE0098
 GE0098.The modeled gravity was interpolated from observed gravity values.
 GE0098
 GE0098;                    North         East    Units  Estimated Accuracy
 GE0098;SPC AR N     -   209,190.      547,750.      MT  (+/- 180 meters Scaled)
 GE0098
 GE0098                          SUPERSEDED SURVEY CONTROL
 GE0098
 GE0098  NGVD 29 (??/??/92)   83.133  (m)          272.75   (f) ADJ UNCH    1 2
 GE0098
 GE0098.Superseded values are not recommended for survey control.
 GE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0098.See file dsdata.txt to determine how the superseded data were derived.
 GE0098
 GE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA376102(NAD 83)
 GE0098_MARKER: DB = BENCH MARK DISK
 GE0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0098_STAMPING: U 187 1956
 GE0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0098+STABILITY: SURFACE MOTION
 GE0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0098+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0098
 GE0098  HISTORY     - Date     Condition        Report By
 GE0098  HISTORY     - 1956     MONUMENTED       CGS
 GE0098  HISTORY     - 20020801 GOOD             USACE
 GE0098
 GE0098                          STATION DESCRIPTION
 GE0098
 GE0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0098'2 MI NE FROM MARMADUKE.
 GE0098'ABOUT 2.05 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0098'RAILWAY FROM THE STATION AT MARMADUKE, ABOUT 0.1 MILE SOUTHWEST
 GE0098'OF TOKIO MISSIONARY BAPTIST CHURCH AT JAY, ABOUT 6 TELEPHONE
 GE0098'POLES NORTHEAST OF MILE POLE 91, 47 1/2 FEET NORTHWEST OF
 GE0098'NORTHWEST RAIL OF MAIN TRACK, 135 1/2 FEET EAST OF NORTHEAST
 GE0098'CORNER OF A FARM HOUSE, 38 FEET SOUTHEAST AND ACROSS A ROAD
 GE0098'FROM A POWER POLE AT DIRECTIONAL CHANGE IN POWER LINE, 21 FEET
 GE0098'SOUTH-SOUTHEAST OF CENTER LINE OF ROAD AT A POINT WHERE ROAD
 GE0098'TURNS WEST AWAY FROM TRACK AND PARALLELS THE NORTHWEST SIDE OF
 GE0098'TRACK TO THE NORTHEAST, 22 FEET EAST-NORTHEAST OF A 24-INCH
 GE0098'SYCAMORE TREE, 1 FOOT NORTHWEST OF A FENCE LINE, 2 1/2 FEET NORTH
 GE0098'OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL OF
 GE0098'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GE0098
 GE0098                          STATION RECOVERY (2002)
 GE0098
 GE0098'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0098'THE STATION IS 15.5 FT E OF SUPPORT POLE WITH GUY WIRE, 1 FT S OF
 GE0098'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0208 ***********************************************************************
 GE0208  DESIGNATION -  U 188
 GE0208  PID         -  GE0208
 GE0208  STATE/COUNTY-  AR/GREENE
 GE0208  USGS QUAD   -  LAFE (1993)
 GE0208
 GE0208                         *CURRENT SURVEY CONTROL
 GE0208  ___________________________________________________________________
 GE0208* NAD 83(1986)-  36 10 44.     (N)    090 30 49.     (W)     SCALED    
 GE0208* NAVD 88     -       111.755  (meters)     366.65   (feet)  ADJUSTED  
 GE0208  ___________________________________________________________________
 GE0208  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GE0208  DYNAMIC HT  -         111.662 (meters)     366.34  (feet)  COMP
 GE0208  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 GE0208
 GE0208  VERT ORDER  -  FIRST     CLASS II
 GE0208
 GE0208.The horizontal coordinates were scaled from a topographic map and have
 GE0208.an estimated accuracy of +/- 6 seconds.
 GE0208
 GE0208.The orthometric height was determined by differential leveling
 GE0208.and adjusted by the National Geodetic Survey in June 1991..
 GE0208
 GE0208.The geoid height was determined by GEOID03.
 GE0208
 GE0208.The dynamic height is computed by dividing the NAVD 88
 GE0208.geopotential number by the normal gravity value computed on the
 GE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0208.degrees latitude (g = 980.6199 gals.).
 GE0208
 GE0208.The modeled gravity was interpolated from observed gravity values.
 GE0208
 GE0208;                    North         East    Units  Estimated Accuracy
 GE0208;SPC AR N     -   205,760.      533,710.      MT  (+/- 180 meters Scaled)
 GE0208
 GE0208                          SUPERSEDED SURVEY CONTROL
 GE0208
 GE0208  NGVD 29 (??/??/92)  111.744  (m)          366.61   (f) ADJ UNCH    1 2
 GE0208
 GE0208.Superseded values are not recommended for survey control.
 GE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0208.See file dsdata.txt to determine how the superseded data were derived.
 GE0208
 GE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA236066(NAD 83)
 GE0208_MARKER: DB = BENCH MARK DISK
 GE0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0208_STAMPING: U 188 1956
 GE0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0208+STABILITY: SURFACE MOTION
 GE0208
 GE0208  HISTORY     - Date     Condition        Report By
 GE0208  HISTORY     - 1956     MONUMENTED       CGS
 GE0208  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE0208
 GE0208                          STATION DESCRIPTION
 GE0208
 GE0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0208'9.2 MI NW FROM PARAGOULD.
 GE0208'9.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0208'STATION AT PARAGOULD, ABOUT 0.3 MILE SOUTH OF OVERPASS OF STATE
 GE0208'HIGHWAY 135 OVER TRACK, 47 FEET WEST OF WEST RAIL, 71 FEET
 GE0208'EAST OF CENTER LINE OF STATE HIGHWAY 135 AT A POINT WHERE THE
 GE0208'HIGHWAY TURNS NORTHWEST AWAY FROM TRACK AND PARALLELS THE TRACK
 GE0208'TO THE SOUTH, 90 FEET NORTH-NORTHEAST OF A TELEPHONE CABLE GUY
 GE0208'POLE, 250 FEET SOUTHEAST OF SOUTHEAST END OF THE NORTHEAST
 GE0208'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 1
 GE0208'FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 GE0208'POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 GE0208'OF A CONCRETE POST PROJECTING 5 INCHES.
 GE0208
 GE0208                          STATION RECOVERY (2002)
 GE0208
 GE0208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0138 ***********************************************************************
 GE0138  DESIGNATION -  U 189
 GE0138  PID         -  GE0138
 GE0138  STATE/COUNTY-  AR/CLAY
 GE0138  USGS QUAD   -  POLLARD (1984)
 GE0138
 GE0138                         *CURRENT SURVEY CONTROL
 GE0138  ___________________________________________________________________
 GE0138* NAD 83(1986)-  36 25 44.     (N)    090 16 37.     (W)     SCALED    
 GE0138* NAVD 88     -       102.463  (meters)     336.16   (feet)  ADJUSTED  
 GE0138  ___________________________________________________________________
 GE0138  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0138  DYNAMIC HT  -         102.379 (meters)     335.89  (feet)  COMP
 GE0138  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 GE0138
 GE0138  VERT ORDER  -  FIRST     CLASS II
 GE0138
 GE0138.The horizontal coordinates were scaled from a topographic map and have
 GE0138.an estimated accuracy of +/- 6 seconds.
 GE0138
 GE0138.The orthometric height was determined by differential leveling
 GE0138.and adjusted by the National Geodetic Survey in June 1991..
 GE0138
 GE0138.The geoid height was determined by GEOID03.
 GE0138
 GE0138.The dynamic height is computed by dividing the NAVD 88
 GE0138.geopotential number by the normal gravity value computed on the
 GE0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0138.degrees latitude (g = 980.6199 gals.).
 GE0138
 GE0138.The modeled gravity was interpolated from observed gravity values.
 GE0138
 GE0138;                    North         East    Units  Estimated Accuracy
 GE0138;SPC AR N     -   233,850.      554,510.      MT  (+/- 180 meters Scaled)
 GE0138
 GE0138                          SUPERSEDED SURVEY CONTROL
 GE0138
 GE0138  NGVD 29 (??/??/92)  102.453  (m)          336.13   (f) ADJ UNCH    1 2
 GE0138
 GE0138.Superseded values are not recommended for survey control.
 GE0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0138.See file dsdata.txt to determine how the superseded data were derived.
 GE0138
 GE0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA441349(NAD 83)
 GE0138_MARKER: DB = BENCH MARK DISK
 GE0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0138_SP_SET: BRIDGE CURBING
 GE0138_STAMPING: U 189 1956
 GE0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0138+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0138
 GE0138  HISTORY     - Date     Condition        Report By
 GE0138  HISTORY     - 1956     MONUMENTED       CGS
 GE0138  HISTORY     - 20020801 GOOD             USACE
 GE0138
 GE0138                          STATION DESCRIPTION
 GE0138
 GE0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0138'0.6 MI W FROM POLLARD.
 GE0138'ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 62 FROM THE BRIDGE OVER
 GE0138'POLLARD CREEK AT POLLARD, ABOUT 0.55 MILE WEST OF THE POST OFFICE
 GE0138'AT POLLARD, ABOUT 0.1 MILE NORTHEAST OF NEW HOPE MISSIONARY
 GE0138'BAPTIST CHURCH  AND CEMETERY (CHURCH IS A NEW BRICK BUILDING),
 GE0138'IN THE TOP OF EAST END OF THE SOUTH CURBING OF A 50-FOOT CONCRETE
 GE0138'BRIDGE OVER HOUSMAN CREEK, 1/2 FOOT WEST OF EAST END OF CURBING
 GE0138'AND 0.8 FOOT ABOVE LEVEL OF HIGHWAY.
 GE0138
 GE0138                          STATION RECOVERY (2002)
 GE0138
 GE0138'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0138'GUARD RAIL OVER MARK NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0242 ***********************************************************************
 GE0242  DESIGNATION -  U 190
 GE0242  PID         -  GE0242
 GE0242  STATE/COUNTY-  AR/CLAY
 GE0242  USGS QUAD   -  CORNING (1964)
 GE0242
 GE0242                         *CURRENT SURVEY CONTROL
 GE0242  ___________________________________________________________________
 GE0242* NAD 83(1986)-  36 22 45.     (N)    090 35 20.     (W)     SCALED    
 GE0242* NAVD 88     -        85.248  (meters)     279.68   (feet)  ADJUSTED  
 GE0242  ___________________________________________________________________
 GE0242  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GE0242  DYNAMIC HT  -          85.179 (meters)     279.46  (feet)  COMP
 GE0242  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 GE0242
 GE0242  VERT ORDER  -  FIRST     CLASS II
 GE0242
 GE0242.The horizontal coordinates were scaled from a topographic map and have
 GE0242.an estimated accuracy of +/- 6 seconds.
 GE0242
 GE0242.The orthometric height was determined by differential leveling
 GE0242.and adjusted by the National Geodetic Survey in June 1991..
 GE0242
 GE0242.The geoid height was determined by GEOID03.
 GE0242
 GE0242.The dynamic height is computed by dividing the NAVD 88
 GE0242.geopotential number by the normal gravity value computed on the
 GE0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0242.degrees latitude (g = 980.6199 gals.).
 GE0242
 GE0242.The modeled gravity was interpolated from observed gravity values.
 GE0242
 GE0242;                    North         East    Units  Estimated Accuracy
 GE0242;SPC AR N     -   227,890.      526,620.      MT  (+/- 180 meters Scaled)
 GE0242
 GE0242                          SUPERSEDED SURVEY CONTROL
 GE0242
 GE0242  NGVD 29 (??/??/92)   85.238  (m)          279.65   (f) ADJ UNCH    1 2
 GE0242
 GE0242.Superseded values are not recommended for survey control.
 GE0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0242.See file dsdata.txt to determine how the superseded data were derived.
 GE0242
 GE0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA162287(NAD 83)
 GE0242_MARKER: DB = BENCH MARK DISK
 GE0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0242_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0242_STAMPING: U 190 1956
 GE0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0242
 GE0242  HISTORY     - Date     Condition        Report By
 GE0242  HISTORY     - 1956     MONUMENTED       CGS
 GE0242  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0242
 GE0242                          STATION DESCRIPTION
 GE0242
 GE0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0242'2 MI S FROM CORNING.
 GE0242'1.95 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0242'STATION AT CORNING, NEAR TELEPHONE MILEAGE POLE NO. 194/09, 47
 GE0242'FEET WEST OF WEST RAIL, 164 FEET NORTH OF A T FENCE CORNER WHICH
 GE0242'IS AT SOUTHEAST CORNER OF A CULTIVATED FIELD, 15 FEET SOUTH OF
 GE0242'TELEPHONE POLE NO. 8232, 1 FOOT EAST OF A FENCE LINE, 3 FEET
 GE0242'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 6 1/2 FEET BELOW
 GE0242'LEVEL OF TRACK AND SET ON THE TOP OF A 2-INCH IRON PIPE WHICH
 GE0242'PROJECTS 8 INCHES.
 GE0242
 GE0242                          STATION RECOVERY (2002)
 GE0242
 GE0242'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0397 ***********************************************************************
 DL0397  DESIGNATION -  U 192 X
 DL0397  PID         -  DL0397
 DL0397  STATE/COUNTY-  AR/CLARK
 DL0397  USGS QUAD   -  WHELEN SPRINGS (1970)
 DL0397
 DL0397                         *CURRENT SURVEY CONTROL
 DL0397  ___________________________________________________________________
 DL0397* NAD 83(1986)-  33 50 16.     (N)    093 07 45.     (W)     SCALED    
 DL0397* NAVD 88     -        77.915  (meters)     255.63   (feet)  ADJUSTED  
 DL0397  ___________________________________________________________________
 DL0397  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DL0397  DYNAMIC HT  -          77.836 (meters)     255.37  (feet)  COMP
 DL0397  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 DL0397
 DL0397  VERT ORDER  -  FIRST     CLASS II
 DL0397
 DL0397.The horizontal coordinates were scaled from a topographic map and have
 DL0397.an estimated accuracy of +/- 6 seconds.
 DL0397
 DL0397.The orthometric height was determined by differential leveling
 DL0397.and adjusted by the National Geodetic Survey in June 1991..
 DL0397
 DL0397.The geoid height was determined by GEOID03.
 DL0397
 DL0397.The dynamic height is computed by dividing the NAVD 88
 DL0397.geopotential number by the normal gravity value computed on the
 DL0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0397.degrees latitude (g = 980.6199 gals.).
 DL0397
 DL0397.The modeled gravity was interpolated from observed gravity values.
 DL0397
 DL0397;                    North         East    Units  Estimated Accuracy
 DL0397;SPC AR S     -   530,470.      295,490.      MT  (+/- 180 meters Scaled)
 DL0397
 DL0397                          SUPERSEDED SURVEY CONTROL
 DL0397
 DL0397  NGVD 29 (??/??/92)   77.924  (m)          255.66   (f) ADJ UNCH    1 2
 DL0397
 DL0397.Superseded values are not recommended for survey control.
 DL0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0397.See file dsdata.txt to determine how the superseded data were derived.
 DL0397
 DL0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT880441(NAD 83)
 DL0397_MARKER: DB = BENCH MARK DISK
 DL0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0397_STAMPING: U 192 X 1959
 DL0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0397+STABILITY: SURFACE MOTION
 DL0397
 DL0397  HISTORY     - Date     Condition        Report By
 DL0397  HISTORY     - 1959     MONUMENTED       CGS
 DL0397  HISTORY     - 1960     GOOD             NGS
 DL0397  HISTORY     - 1964     GOOD             NGS
 DL0397
 DL0397                          STATION DESCRIPTION
 DL0397
 DL0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0397'5.95 MI SE FROM GURDON.
 DL0397'ABOUT 0.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0397'STATION AT GURDON, THENCE 5.65 MILES SOUTHEAST ALONG A BRANCH LINE OF
 DL0397'THE MISSOURI PACIFIC RAILROAD, 9 1/2 TELEPHONE POLES SOUTHEAST OF
 DL0397'MILEPOLE 432, IN SECTION 27, T 10 S, R 20 W, 54 FEET SOUTHWEST OF THE
 DL0397'SOUTHWEST RAIL, 18 1/2 FEET SOUTHEAST OF A 14-INCH PINE TREE, 27 FEET
 DL0397'SOUTH OF A BRACED TELEPHONE POLE, 5 1/2 FEET SOUTHWEST OF A FENCE, 2.0
 DL0397'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 DL0397'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 DL0397
 DL0397                          STATION RECOVERY (1964)
 DL0397
 DL0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0402 ***********************************************************************
 DL0402  DESIGNATION -  U 193 X
 DL0402  PID         -  DL0402
 DL0402  STATE/COUNTY-  AR/CLARK
 DL0402  USGS QUAD   -  READER (1970)
 DL0402
 DL0402                         *CURRENT SURVEY CONTROL
 DL0402  ___________________________________________________________________
 DL0402* NAD 83(1986)-  33 47 20.     (N)    093 06 30.     (W)     SCALED    
 DL0402* NAVD 88     -        47.930  (meters)     157.25   (feet)  ADJUSTED  
 DL0402  ___________________________________________________________________
 DL0402  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DL0402  DYNAMIC HT  -          47.881 (meters)     157.09  (feet)  COMP
 DL0402  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 DL0402
 DL0402  VERT ORDER  -  FIRST     CLASS II
 DL0402
 DL0402.The horizontal coordinates were scaled from a topographic map and have
 DL0402.an estimated accuracy of +/- 6 seconds.
 DL0402
 DL0402.The orthometric height was determined by differential leveling
 DL0402.and adjusted by the National Geodetic Survey in June 1991..
 DL0402
 DL0402.The geoid height was determined by GEOID03.
 DL0402
 DL0402.The dynamic height is computed by dividing the NAVD 88
 DL0402.geopotential number by the normal gravity value computed on the
 DL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0402.degrees latitude (g = 980.6199 gals.).
 DL0402
 DL0402.The modeled gravity was interpolated from observed gravity values.
 DL0402
 DL0402;                    North         East    Units  Estimated Accuracy
 DL0402;SPC AR S     -   525,020.      297,360.      MT  (+/- 180 meters Scaled)
 DL0402
 DL0402                          SUPERSEDED SURVEY CONTROL
 DL0402
 DL0402  NGVD 29 (??/??/92)   47.942  (m)          157.29   (f) ADJ UNCH    1 2
 DL0402
 DL0402.Superseded values are not recommended for survey control.
 DL0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0402.See file dsdata.txt to determine how the superseded data were derived.
 DL0402
 DL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT899387(NAD 83)
 DL0402_MARKER: Z = SEE DESCRIPTION
 DL0402_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0402_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0402
 DL0402  HISTORY     - Date     Condition        Report By
 DL0402  HISTORY     - UNK      MONUMENTED       CGS
 DL0402  HISTORY     - 1960     GOOD             NGS
 DL0402  HISTORY     - 1964     GOOD             NGS
 DL0402
 DL0402                          STATION DESCRIPTION
 DL0402
 DL0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0402'8.85 MI NW FROM CHIDESTER.
 DL0402'ABOUT 8.85 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0402'THE POST OFFICE AT CHIDESTER, 39 1/2 FEET NORTH-NORTHWEST OF THE FIRST
 DL0402'TELEPHONE POLE NORTH OF MILEPOLE 436, 49 FEET EAST OF THE EAST RAIL,
 DL0402'BETWEEN TWO LARGE OAK TREES, 17 FEET SOUTH OF A 26-INCH OAK TREE, 1
 DL0402'1/2 FEET WEST OF A FENCE, ABOUT 9 FEET BELOW THE RAIL, AND ON THE TOP
 DL0402'OF A 3-INCH IRON PIPE PROJECTING 1.0 FOOT.  NOTE-- MARK IS 1.5 FT N OF
 DL0402'A METAL WITNESS POST.
 DL0402
 DL0402                          STATION RECOVERY (1964)
 DL0402
 DL0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0198 ***********************************************************************
 DL0198  DESIGNATION -  U 196
 DL0198  PID         -  DL0198
 DL0198  STATE/COUNTY-  AR/OUACHITA
 DL0198  USGS QUAD   -  LOUANN (1985)
 DL0198
 DL0198                         *CURRENT SURVEY CONTROL
 DL0198  ___________________________________________________________________
 DL0198* NAD 83(1986)-  33 26 34.     (N)    092 45 22.     (W)     SCALED    
 DL0198* NAVD 88     -        70.844  (meters)     232.43   (feet)  ADJUSTED  
 DL0198  ___________________________________________________________________
 DL0198  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0198  DYNAMIC HT  -          70.771 (meters)     232.19  (feet)  COMP
 DL0198  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 DL0198
 DL0198  VERT ORDER  -  FIRST     CLASS II
 DL0198
 DL0198.The horizontal coordinates were scaled from a topographic map and have
 DL0198.an estimated accuracy of +/- 6 seconds.
 DL0198
 DL0198.The orthometric height was determined by differential leveling
 DL0198.and adjusted by the National Geodetic Survey in June 1991..
 DL0198
 DL0198.The geoid height was determined by GEOID03.
 DL0198
 DL0198.The dynamic height is computed by dividing the NAVD 88
 DL0198.geopotential number by the normal gravity value computed on the
 DL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0198.degrees latitude (g = 980.6199 gals.).
 DL0198
 DL0198.The modeled gravity was interpolated from observed gravity values.
 DL0198
 DL0198;                    North         East    Units  Estimated Accuracy
 DL0198;SPC AR S     -   486,340.      329,700.      MT  (+/- 180 meters Scaled)
 DL0198
 DL0198                          SUPERSEDED SURVEY CONTROL
 DL0198
 DL0198  NGVD 29 (??/??/92)   70.875  (m)          232.53   (f) ADJ UNCH    1 2
 DL0198
 DL0198.Superseded values are not recommended for survey control.
 DL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0198.See file dsdata.txt to determine how the superseded data were derived.
 DL0198
 DL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT226004(NAD 83)
 DL0198_MARKER: DB = BENCH MARK DISK
 DL0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0198_STAMPING: U 196 1960
 DL0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0198+STABILITY: SURFACE MOTION
 DL0198
 DL0198  HISTORY     - Date     Condition        Report By
 DL0198  HISTORY     - 1960     MONUMENTED       CGS
 DL0198  HISTORY     - 1964     GOOD             NGS
 DL0198
 DL0198                          STATION DESCRIPTION
 DL0198
 DL0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0198'11.45 MI SE FROM CAMDEN.
 DL0198'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0198'THE STATION AT CAMDEN, THENCE 7.1 MILES SOUTHEAST ALONG AN ASPHALT
 DL0198'ROAD, THENCE 1.0 MILE SOUTHEAST ALONG A GRAVELED ROAD, IN THE NORTH
 DL0198'SIDE OF SECTION 9, T 15 S, R 16 W, 117 FEET NORTHEAST OF THE CENTER
 DL0198'LINE OF A JUNCTION WITH A GRADED DIRT ROAD LEADING EAST TO THE OLD
 DL0198'PERRY LANDING, 106 FEET EAST OF THE CENTER LINE OF THE ROAD, 56 FEET
 DL0198'NORTH OF THE CENTER LINE OF A DIRT ROAD, 1 1/2 FEET EAST OF A METAL
 DL0198'WITNESS POST, ABOUT 3 FEET ABOVE THE GROUND, AND IN THE TOP OF A
 DL0198'CONCRETE POST, PROJECTING 5 INCHES.
 DL0198
 DL0198                          STATION RECOVERY (1964)
 DL0198
 DL0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0356 ***********************************************************************
 DL0356  DESIGNATION -  U 197
 DL0356  PID         -  DL0356
 DL0356  STATE/COUNTY-  AR/OUACHITA
 DL0356  USGS QUAD   -  HARMONY GROVE (1985)
 DL0356
 DL0356                         *CURRENT SURVEY CONTROL
 DL0356  ___________________________________________________________________
 DL0356* NAD 83(1986)-  33 39 03.     (N)    092 45 22.     (W)     SCALED    
 DL0356* NAVD 88     -        39.952  (meters)     131.08   (feet)  ADJUSTED  
 DL0356  ___________________________________________________________________
 DL0356  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0356  DYNAMIC HT  -          39.911 (meters)     130.94  (feet)  COMP
 DL0356  MODELED GRAV-     979,615.9   (mgal)                       NAVD 88
 DL0356
 DL0356  VERT ORDER  -  FIRST     CLASS II
 DL0356
 DL0356.The horizontal coordinates were scaled from a topographic map and have
 DL0356.an estimated accuracy of +/- 6 seconds.
 DL0356
 DL0356.The orthometric height was determined by differential leveling
 DL0356.and adjusted by the National Geodetic Survey in June 1991..
 DL0356
 DL0356.The geoid height was determined by GEOID03.
 DL0356
 DL0356.The dynamic height is computed by dividing the NAVD 88
 DL0356.geopotential number by the normal gravity value computed on the
 DL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0356.degrees latitude (g = 980.6199 gals.).
 DL0356
 DL0356.The modeled gravity was interpolated from observed gravity values.
 DL0356
 DL0356;                    North         East    Units  Estimated Accuracy
 DL0356;SPC AR S     -   509,420.      329,870.      MT  (+/- 180 meters Scaled)
 DL0356
 DL0356                          SUPERSEDED SURVEY CONTROL
 DL0356
 DL0356  NGVD 29 (??/??/92)   39.988  (m)          131.19   (f) ADJ UNCH    1 2
 DL0356
 DL0356.Superseded values are not recommended for survey control.
 DL0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0356.See file dsdata.txt to determine how the superseded data were derived.
 DL0356
 DL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT226234(NAD 83)
 DL0356_MARKER: DB = BENCH MARK DISK
 DL0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0356_STAMPING: U 197 1960
 DL0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0356+STABILITY: SURFACE MOTION
 DL0356
 DL0356  HISTORY     - Date     Condition        Report By
 DL0356  HISTORY     - 1960     MONUMENTED       CGS
 DL0356  HISTORY     - 1967     GOOD             NGS
 DL0356  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 DL0356
 DL0356                          STATION DESCRIPTION
 DL0356
 DL0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0356'1.35 MI E FROM HARMONY GROVE.
 DL0356'ABOUT 1.35 MILES EAST ALONG AN ASPHALT ROAD FROM THE SCHOOLHOUSE AT
 DL0356'HARMONY GROVE, IN THE NORTHWEST 1/4 OF SECTION 33, T 12 S, R 16 W, 470
 DL0356'FEET SOUTH OF THE INTERSECTION WITH U.S. HIGHWAY 79, 82 FEET WEST OF
 DL0356'THE CENTER LINE OF THE HIGHWAY, 223 FEET SOUTH OF THE SOUTHEAST CORNER
 DL0356'OF A SERVICE STATION, 28 FEET SOUTHWEST OF A 12-INCH OAK TREE, 18 FEET
 DL0356'WEST OF A 10-INCH OAK TREE, 36 FEET WEST OF A FENCE CORNER, 1.0 FEET
 DL0356'NORTH OF A FENCE, 1 1/2 FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF
 DL0356'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE WITNESS POST WAS
 DL0356'REMOVED AND THE MARK IS 14 PACES NE OF THE NE CORNER OF A TRAILER
 DL0356'OWNED BY MR. H.C. PIERCE, THE LANDOWNER.
 DL0356
 DL0356                          STATION RECOVERY (1967)
 DL0356
 DL0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DL0356'RECOVERED IN GOOD CONDITION.
 DL0356
 DL0356                          STATION RECOVERY (2006)
 DL0356
 DL0356'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DL0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0232 ***********************************************************************
 DL0232  DESIGNATION -  U 198
 DL0232  PID         -  DL0232
 DL0232  STATE/COUNTY-  AR/UNION
 DL0232  USGS QUAD   -  CALION (1978)
 DL0232
 DL0232                         *CURRENT SURVEY CONTROL
 DL0232  ___________________________________________________________________
 DL0232* NAD 83(1986)-  33 18 53.     (N)    092 35 44.     (W)     SCALED    
 DL0232* NAVD 88     -        61.040  (meters)     200.26   (feet)  ADJUSTED  
 DL0232  ___________________________________________________________________
 DL0232  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0232  DYNAMIC HT  -          60.975 (meters)     200.05  (feet)  COMP
 DL0232  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 DL0232
 DL0232  VERT ORDER  -  FIRST     CLASS II
 DL0232
 DL0232.The horizontal coordinates were scaled from a topographic map and have
 DL0232.an estimated accuracy of +/- 6 seconds.
 DL0232
 DL0232.The orthometric height was determined by differential leveling
 DL0232.and adjusted by the National Geodetic Survey in June 1991..
 DL0232
 DL0232.The geoid height was determined by GEOID03.
 DL0232
 DL0232.The dynamic height is computed by dividing the NAVD 88
 DL0232.geopotential number by the normal gravity value computed on the
 DL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0232.degrees latitude (g = 980.6199 gals.).
 DL0232
 DL0232.The modeled gravity was interpolated from observed gravity values.
 DL0232
 DL0232;                    North         East    Units  Estimated Accuracy
 DL0232;SPC AR S     -   472,040.      344,540.      MT  (+/- 180 meters Scaled)
 DL0232
 DL0232                          SUPERSEDED SURVEY CONTROL
 DL0232
 DL0232  NGVD 29 (??/??/92)   61.078  (m)          200.39   (f) ADJ UNCH    1 2
 DL0232
 DL0232.Superseded values are not recommended for survey control.
 DL0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0232.See file dsdata.txt to determine how the superseded data were derived.
 DL0232
 DL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS376862(NAD 83)
 DL0232_MARKER: DB = BENCH MARK DISK
 DL0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0232_STAMPING: U 198 1960
 DL0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0232+STABILITY: SURFACE MOTION
 DL0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0232+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DL0232
 DL0232  HISTORY     - Date     Condition        Report By
 DL0232  HISTORY     - 1960     MONUMENTED       CGS
 DL0232  HISTORY     - 1964     GOOD             NGS
 DL0232  HISTORY     - 20050920 GOOD             ARHD
 DL0232
 DL0232                          STATION DESCRIPTION
 DL0232
 DL0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0232'4.0 MI SW FROM CALION.
 DL0232'ABOUT 0.4 MILE WEST-NORTHWEST ALONG AN ASPHALT ROAD FROM THE CHICAGO,
 DL0232'ROCK ISLAND AND PACIFIC RAILROAD STATION AT CALION, THENCE 2.6 MILES
 DL0232'SOUTHWEST ALONG U.S. HIGHWAY 167, THENCE 1.0 MILE WEST ALONG AN
 DL0232'ASPHALT ROAD LEADING TO NORPHLET, ALSO 4.3 MILES EAST OF NORPHLET, IN
 DL0232'SECTION 19, T 16 S, R 14 W, 62 FEET NORTHEAST OF THE CENTER LINE OF
 DL0232'THE ASPHALT ROAD, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVELED
 DL0232'ROAD, 78 FEET EAST OF THE CENTER OF THE JUNCTION WITH A GRAVELED ROAD,
 DL0232'1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 DL0232'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0232
 DL0232                          STATION RECOVERY (1964)
 DL0232
 DL0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0232'RECOVERED IN GOOD CONDITION.
 DL0232
 DL0232                          STATION RECOVERY (2005)
 DL0232
 DL0232'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0105 ***********************************************************************
 DL0105  DESIGNATION -  U 199
 DL0105  PID         -  DL0105
 DL0105  STATE/COUNTY-  AR/UNION
 DL0105  USGS QUAD   -  NEW LONDON (1981)
 DL0105
 DL0105                         *CURRENT SURVEY CONTROL
 DL0105  ___________________________________________________________________
 DL0105* NAD 83(1986)-  33 11 50.     (N)    092 19 59.     (W)     SCALED    
 DL0105* NAVD 88     -        69.116  (meters)     226.76   (feet)  ADJUSTED  
 DL0105  ___________________________________________________________________
 DL0105  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0105  DYNAMIC HT  -          69.042 (meters)     226.52  (feet)  COMP
 DL0105  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DL0105
 DL0105  VERT ORDER  -  FIRST     CLASS II
 DL0105
 DL0105.The horizontal coordinates were scaled from a topographic map and have
 DL0105.an estimated accuracy of +/- 6 seconds.
 DL0105
 DL0105.The orthometric height was determined by differential leveling
 DL0105.and adjusted by the National Geodetic Survey in June 1991..
 DL0105
 DL0105.The geoid height was determined by GEOID03.
 DL0105
 DL0105.The dynamic height is computed by dividing the NAVD 88
 DL0105.geopotential number by the normal gravity value computed on the
 DL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0105.degrees latitude (g = 980.6199 gals.).
 DL0105
 DL0105.The modeled gravity was interpolated from observed gravity values.
 DL0105
 DL0105;                    North         East    Units  Estimated Accuracy
 DL0105;SPC AR S     -   458,900.      368,940.      MT  (+/- 180 meters Scaled)
 DL0105
 DL0105                          SUPERSEDED SURVEY CONTROL
 DL0105
 DL0105  NGVD 29 (??/??/92)   69.168  (m)          226.93   (f) ADJ UNCH    1 2
 DL0105
 DL0105.Superseded values are not recommended for survey control.
 DL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0105.See file dsdata.txt to determine how the superseded data were derived.
 DL0105
 DL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS621733(NAD 83)
 DL0105_MARKER: DB = BENCH MARK DISK
 DL0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0105_STAMPING: U 199 1960
 DL0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0105+STABILITY: SURFACE MOTION
 DL0105
 DL0105  HISTORY     - Date     Condition        Report By
 DL0105  HISTORY     - 1960     MONUMENTED       CGS
 DL0105  HISTORY     - 1964     GOOD             NGS
 DL0105  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0105
 DL0105                          STATION DESCRIPTION
 DL0105
 DL0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0105'6.9 MI N FROM STRONG.
 DL0105'0.15 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0105'STATION AT STRONG, THENCE 1.1 MILES NORTHEAST ALONG A PAVED ROAD,
 DL0105'THENCE 5.65 MILES NORTH ALONG A GRADED DIRT ROAD, IN SECTION 34, T 17
 DL0105'S, R 12 W, 0.8 MILE NORTH OF THE BAPTIST CHURCH IN THE NEW LONDON
 DL0105'COMMUNITY, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 51 FEET
 DL0105'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, 94
 DL0105'FEET SOUTH OF A DOUBLE BRACED POWER POLE, 1.8 FEET EAST OF A METAL
 DL0105'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 DL0105'POST PROJECTING 6 INCHES.
 DL0105
 DL0105                          STATION RECOVERY (1964)
 DL0105
 DL0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0105'RECOVERED IN GOOD CONDITION.
 DL0105
 DL0105                          STATION RECOVERY (2004)
 DL0105
 DL0105'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0002 ***********************************************************************
 EK0002  DESIGNATION -  U 20
 EK0002  PID         -  EK0002
 EK0002  STATE/COUNTY-  AR/SCOTT
 EK0002  USGS QUAD   -  WALDRON (1983)
 EK0002
 EK0002                         *CURRENT SURVEY CONTROL
 EK0002  ___________________________________________________________________
 EK0002* NAD 83(1986)-  34 54 14.     (N)    094 05 32.     (W)     SCALED    
 EK0002* NAVD 88     -       200.919  (meters)     659.18   (feet)  ADJUSTED  
 EK0002  ___________________________________________________________________
 EK0002  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 EK0002  DYNAMIC HT  -         200.711 (meters)     658.50  (feet)  COMP
 EK0002  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 EK0002
 EK0002  VERT ORDER  -  FIRST     CLASS II
 EK0002
 EK0002.The horizontal coordinates were scaled from a topographic map and have
 EK0002.an estimated accuracy of +/- 6 seconds.
 EK0002
 EK0002.The orthometric height was determined by differential leveling
 EK0002.and adjusted by the National Geodetic Survey in June 1991..
 EK0002
 EK0002.The geoid height was determined by GEOID03.
 EK0002
 EK0002.The dynamic height is computed by dividing the NAVD 88
 EK0002.geopotential number by the normal gravity value computed on the
 EK0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0002.degrees latitude (g = 980.6199 gals.).
 EK0002
 EK0002.The modeled gravity was interpolated from observed gravity values.
 EK0002
 EK0002;                    North         East    Units  Estimated Accuracy
 EK0002;SPC AR N     -    65,330.      208,800.      MT  (+/- 180 meters Scaled)
 EK0002
 EK0002                          SUPERSEDED SURVEY CONTROL
 EK0002
 EK0002  NGVD 29 (??/??/92)  200.811  (m)          658.83   (f) ADJ UNCH    1 2
 EK0002
 EK0002.Superseded values are not recommended for survey control.
 EK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0002.See file dsdata.txt to determine how the superseded data were derived.
 EK0002
 EK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU002629(NAD 83)
 EK0002_MARKER: DB = BENCH MARK DISK
 EK0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0002_SP_SET: BRIDGE CURB
 EK0002_MARK LOGO: CGS   
 EK0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0002
 EK0002  HISTORY     - Date     Condition        Report By
 EK0002  HISTORY     - UNK      MONUMENTED       CGS
 EK0002  HISTORY     - 1931     GOOD             NGS
 EK0002  HISTORY     - 1959     GOOD             NGS
 EK0002  HISTORY     - 1985     GOOD             NGS
 EK0002  HISTORY     - 1987     GOOD             USPSQD
 EK0002  HISTORY     - 1987     GOOD             USPSQD
 EK0002  HISTORY     - 1988     GOOD             USPSQD
 EK0002  HISTORY     - 1989     GOOD             USPSQD
 EK0002  HISTORY     - 1990     GOOD             USPSQD
 EK0002
 EK0002                          STATION DESCRIPTION
 EK0002
 EK0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 EK0002'0.2 MI N FROM WALDRON.
 EK0002'ABOUT 0.2 MILES NORTH BY HIGHWAY LOCATED AT THE NORTHWEST CORNER
 EK0002'OF THE HIGHWAY BRIDGE OVER POTEAU CREEK, JUST TO THE NORTH OF
 EK0002'WALDRON, ABOUT 500 YARDS NORTH OF THE GRADE CROSSING OF HIGHWAY
 EK0002'U.S. 71 AND THE KANSAS CITY SOUTHERN RAILROAD, IN THE CURBING
 EK0002'ABOUT 2 FEET SOUTH OF THE NORTH END OF THE BRIDGE.
 EK0002
 EK0002                          STATION RECOVERY (1959)
 EK0002
 EK0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EK0002'RECOVERED IN GOOD CONDITION.
 EK0002
 EK0002                          STATION RECOVERY (1985)
 EK0002
 EK0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0002'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  0.9 KM
 EK0002'(0.55 MI) NORTH ALONG U.S. HIGHWAY 71 B FROM THE JUNCTION OF STATE
 EK0002'HIGHWAY 80 (EAST CHURCH STREET) IN WALDRON, AT THE NORTH END OF A
 EK0002'CONCRETE BRIDGE OVER POTEAU CREEK, SET IN TOP OF THE BRIDGE CURB, 3.38
 EK0002'METERS (11.1 FT) WEST OF THE CENTERLINE OF OLD HIGHWAY 71, AND
 EK0002'1.43 METERS (4.7 FT) SOUTH OF THE NORTH END OF THE BRIDGE.
 EK0002'THE MARK IS 0.18 M ABOVE HIGHWAY 71.
 EK0002
 EK0002                          STATION RECOVERY (1987)
 EK0002
 EK0002'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0002'RECOVERED IN GOOD CONDITION.
 EK0002
 EK0002                          STATION RECOVERY (1987)
 EK0002
 EK0002'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0002'RECOVERED IN GOOD CONDITION.
 EK0002
 EK0002                          STATION RECOVERY (1988)
 EK0002
 EK0002'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0002'RECOVERED IN GOOD CONDITION.
 EK0002
 EK0002                          STATION RECOVERY (1989)
 EK0002
 EK0002'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0002'RECOVERED IN GOOD CONDITION.
 EK0002
 EK0002                          STATION RECOVERY (1990)
 EK0002
 EK0002'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0093 ***********************************************************************
 DL0093  DESIGNATION -  U 201
 DL0093  PID         -  DL0093
 DL0093  STATE/COUNTY-  AR/UNION
 DL0093  USGS QUAD   -  MORO BAY (1981)
 DL0093
 DL0093                         *CURRENT SURVEY CONTROL
 DL0093  ___________________________________________________________________
 DL0093* NAD 83(1986)-  33 16 18.     (N)    092 21 34.     (W)     SCALED    
 DL0093* NAVD 88     -        34.808  (meters)     114.20   (feet)  ADJUSTED  
 DL0093  ___________________________________________________________________
 DL0093  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0093  DYNAMIC HT  -          34.771 (meters)     114.08  (feet)  COMP
 DL0093  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DL0093
 DL0093  VERT ORDER  -  FIRST     CLASS II
 DL0093
 DL0093.The horizontal coordinates were scaled from a topographic map and have
 DL0093.an estimated accuracy of +/- 6 seconds.
 DL0093
 DL0093.The orthometric height was determined by differential leveling
 DL0093.and adjusted by the National Geodetic Survey in June 1991..
 DL0093
 DL0093.The geoid height was determined by GEOID03.
 DL0093
 DL0093.The dynamic height is computed by dividing the NAVD 88
 DL0093.geopotential number by the normal gravity value computed on the
 DL0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0093.degrees latitude (g = 980.6199 gals.).
 DL0093
 DL0093.The modeled gravity was interpolated from observed gravity values.
 DL0093
 DL0093;                    North         East    Units  Estimated Accuracy
 DL0093;SPC AR S     -   467,160.      366,510.      MT  (+/- 180 meters Scaled)
 DL0093
 DL0093                          SUPERSEDED SURVEY CONTROL
 DL0093
 DL0093  NGVD 29 (??/??/92)   34.856  (m)          114.36   (f) ADJ UNCH    1 2
 DL0093
 DL0093.Superseded values are not recommended for survey control.
 DL0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0093.See file dsdata.txt to determine how the superseded data were derived.
 DL0093
 DL0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS596815(NAD 83)
 DL0093_MARKER: DB = BENCH MARK DISK
 DL0093_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0093_SP_SET: COPPER-CLAD STEEL ROD
 DL0093_STAMPING: U 201 1960
 DL0093_PROJECTION: PROJECTING 15 CENTIMETERS
 DL0093_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0093_ROD/PIPE-DEPTH: 15.2 meters
 DL0093
 DL0093  HISTORY     - Date     Condition        Report By
 DL0093  HISTORY     - 1960     MONUMENTED       CGS
 DL0093  HISTORY     - 1964     GOOD             NGS
 DL0093  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0093
 DL0093                          STATION DESCRIPTION
 DL0093
 DL0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0093'12.15 MI E FROM OLD UNION.
 DL0093'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH,
 DL0093'THENCE 11.95 MILES EAST ALONG STATE HIGHWAY 15, IN SECTION 5, T 17 S,
 DL0093'R 12 W, AT THE JUNCTION OF A GRADED DIRT ROAD LEADING SOUTH TO STRONG,
 DL0093'0.15 MILE SOUTHWEST OF THE OAK GROVE BAPTIST CHURCH, 200 FEET SOUTH OF
 DL0093'THE CENTER LINE OF THE HIGHWAY, 60 FEET WEST OF THE CENTER LINE OF THE
 DL0093'GRADED DIRT ROAD, 144 FEET SOUTH OF A CONCRETE HIGHWAY MARKER POST, 30
 DL0093'FEET WEST-NORTHWEST OF A TRANSFORMER POLE, 10 FEET NORTHEAST OF A
 DL0093'LARGE 3 FORKED GUM TREE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT
 DL0093'LEVEL WITH THE GRADED DIRT ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 DL0093'COATED ROD THAT IS DRIVEN TO A DEPTH OF 50 FEET AND IS ENCASED IN A
 DL0093'6-INCH TILE WHICH PROJECTS 6 INCHES.
 DL0093
 DL0093                          STATION RECOVERY (1964)
 DL0093
 DL0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0093'RECOVERED IN GOOD CONDITION.
 DL0093
 DL0093                          STATION RECOVERY (2004)
 DL0093
 DL0093'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0563 ***********************************************************************
 DL0563  DESIGNATION -  U 202
 DL0563  PID         -  DL0563
 DL0563  STATE/COUNTY-  AR/LAFAYETTE
 DL0563  USGS QUAD   -  BUCKNER (1968)
 DL0563
 DL0563                         *CURRENT SURVEY CONTROL
 DL0563  ___________________________________________________________________
 DL0563* NAD 83(1986)-  33 21 26.     (N)    093 27 40.     (W)     SCALED    
 DL0563* NAVD 88     -        95.277  (meters)     312.59   (feet)  ADJUSTED  
 DL0563  ___________________________________________________________________
 DL0563  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DL0563  DYNAMIC HT  -          95.175 (meters)     312.25  (feet)  COMP
 DL0563  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 DL0563
 DL0563  VERT ORDER  -  FIRST     CLASS II
 DL0563
 DL0563.The horizontal coordinates were scaled from a topographic map and have
 DL0563.an estimated accuracy of +/- 6 seconds.
 DL0563
 DL0563.The orthometric height was determined by differential leveling
 DL0563.and adjusted by the National Geodetic Survey in June 1991..
 DL0563
 DL0563.The geoid height was determined by GEOID03.
 DL0563
 DL0563.The dynamic height is computed by dividing the NAVD 88
 DL0563.geopotential number by the normal gravity value computed on the
 DL0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0563.degrees latitude (g = 980.6199 gals.).
 DL0563
 DL0563.The modeled gravity was interpolated from observed gravity values.
 DL0563
 DL0563;                    North         East    Units  Estimated Accuracy
 DL0563;SPC AR S     -   477,560.      264,010.      MT  (+/- 180 meters Scaled)
 DL0563
 DL0563                          SUPERSEDED SURVEY CONTROL
 DL0563
 DL0563  NGVD 29 (??/??/92)   95.312  (m)          312.70   (f) ADJ UNCH    1 2
 DL0563
 DL0563.Superseded values are not recommended for survey control.
 DL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0563.See file dsdata.txt to determine how the superseded data were derived.
 DL0563
 DL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS570909(NAD 83)
 DL0563_MARKER: DB = BENCH MARK DISK
 DL0563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0563_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0563_STAMPING: U 202 1960
 DL0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0563
 DL0563  HISTORY     - Date     Condition        Report By
 DL0563  HISTORY     - 1960     MONUMENTED       CGS
 DL0563  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0563
 DL0563                          STATION DESCRIPTION
 DL0563
 DL0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0563'2.3 MI E FROM STAMPS.
 DL0563'ABOUT 2.3 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0563'STATION AT STAMPS, ON THE SECTION LINE BETWEEN SECTIONS 14 AND 15, T
 DL0563'16 S, R 23 W, 71 FEET NORTH AND ACROSS THE TRACK FROM THE 3RD
 DL0563'TELEPHONE POLE EAST OF MILEPOST 383, 40 FEET NORTH OF THE NORTH RAIL,
 DL0563'ABOUT 135 YARDS SOUTHEAST OF 2 LARGE POWER LINE TOWERS, 5 RAILS WEST
 DL0563'OF THE APALCO STATION SIGN, 16 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 DL0563'A SPUR TRACK LEADING NORTHWEST, 21 FEET NORTHEAST OF A TELEPHONE POLE,
 DL0563'2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 DL0563'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 6 INCHES.
 DL0563
 DL0563                          STATION RECOVERY (1966)
 DL0563
 DL0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DL0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0631 ***********************************************************************
 DL0631  DESIGNATION -  U 203
 DL0631  PID         -  DL0631
 DL0631  STATE/COUNTY-  AR/COLUMBIA
 DL0631  USGS QUAD   -  MAGNOLIA (1968)
 DL0631
 DL0631                         *CURRENT SURVEY CONTROL
 DL0631  ___________________________________________________________________
 DL0631* NAD 83(1986)-  33 16 40.     (N)    093 14 40.     (W)     SCALED    
 DL0631* NAVD 88     -        84.091  (meters)     275.89   (feet)  ADJUSTED  
 DL0631  ___________________________________________________________________
 DL0631  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0631  DYNAMIC HT  -          84.000 (meters)     275.59  (feet)  COMP
 DL0631  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 DL0631
 DL0631  VERT ORDER  -  SECOND    CLASS 0
 DL0631
 DL0631.The horizontal coordinates were scaled from a topographic map and have
 DL0631.an estimated accuracy of +/- 6 seconds.
 DL0631
 DL0631.The orthometric height was determined by differential leveling
 DL0631.and adjusted by the National Geodetic Survey in June 1991..
 DL0631
 DL0631.The geoid height was determined by GEOID03.
 DL0631
 DL0631.The dynamic height is computed by dividing the NAVD 88
 DL0631.geopotential number by the normal gravity value computed on the
 DL0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0631.degrees latitude (g = 980.6199 gals.).
 DL0631
 DL0631.The modeled gravity was interpolated from observed gravity values.
 DL0631
 DL0631;                    North         East    Units  Estimated Accuracy
 DL0631;SPC AR S     -   468,490.      284,070.      MT  (+/- 180 meters Scaled)
 DL0631
 DL0631                          SUPERSEDED SURVEY CONTROL
 DL0631
 DL0631  NGVD 29 (??/??/92)   84.129  (m)          276.01   (f) ADJ UNCH    2 0
 DL0631
 DL0631.Superseded values are not recommended for survey control.
 DL0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0631.See file dsdata.txt to determine how the superseded data were derived.
 DL0631
 DL0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS772821(NAD 83)
 DL0631_MARKER: DB = BENCH MARK DISK
 DL0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0631_STAMPING: U 203 1960
 DL0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0631+STABILITY: SURFACE MOTION
 DL0631
 DL0631  HISTORY     - Date     Condition        Report By
 DL0631  HISTORY     - 1960     MONUMENTED       CGS
 DL0631
 DL0631                          STATION DESCRIPTION
 DL0631
 DL0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0631'0.7 MI N FROM MAGNOLIA.
 DL0631'ABOUT 0.7 MILE NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0631'THE STATION AT MAGNOLIA, IN THE EAST SIDE OF SECTION 11, T 17 S, R 21
 DL0631'W, 11 RAILS SOUTH-SOUTHWEST OF THE CROSSING WITH U.S. HIGHWAY 82, 88
 DL0631'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE EAST
 DL0631'RAIL, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW
 DL0631'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0525 ***********************************************************************
 DL0525  DESIGNATION -  U 204
 DL0525  PID         -  DL0525
 DL0525  STATE/COUNTY-  AR/COLUMBIA
 DL0525  USGS QUAD   -  STEPHENS (1976)
 DL0525
 DL0525                         *CURRENT SURVEY CONTROL
 DL0525  ___________________________________________________________________
 DL0525* NAD 83(1986)-  33 23 42.     (N)    093 07 28.     (W)     SCALED    
 DL0525* NAVD 88     -        61.628  (meters)     202.19   (feet)  ADJUSTED  
 DL0525  ___________________________________________________________________
 DL0525  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0525  DYNAMIC HT  -          61.563 (meters)     201.98  (feet)  COMP
 DL0525  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 DL0525
 DL0525  VERT ORDER  -  FIRST     CLASS II
 DL0525
 DL0525.The horizontal coordinates were scaled from a topographic map and have
 DL0525.an estimated accuracy of +/- 6 seconds.
 DL0525
 DL0525.The orthometric height was determined by differential leveling
 DL0525.and adjusted by the National Geodetic Survey in June 1991..
 DL0525
 DL0525.The geoid height was determined by GEOID03.
 DL0525
 DL0525.The dynamic height is computed by dividing the NAVD 88
 DL0525.geopotential number by the normal gravity value computed on the
 DL0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0525.degrees latitude (g = 980.6199 gals.).
 DL0525
 DL0525.The modeled gravity was interpolated from observed gravity values.
 DL0525
 DL0525;                    North         East    Units  Estimated Accuracy
 DL0525;SPC AR S     -   481,360.      295,390.      MT  (+/- 180 meters Scaled)
 DL0525
 DL0525                          SUPERSEDED SURVEY CONTROL
 DL0525
 DL0525  NGVD 29 (??/??/92)   61.656  (m)          202.28   (f) ADJ UNCH    1 2
 DL0525
 DL0525.Superseded values are not recommended for survey control.
 DL0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0525.See file dsdata.txt to determine how the superseded data were derived.
 DL0525
 DL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS884950(NAD 83)
 DL0525_MARKER: DB = BENCH MARK DISK
 DL0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0525_STAMPING: U 204 1960
 DL0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0525+STABILITY: SURFACE MOTION
 DL0525
 DL0525  HISTORY     - Date     Condition        Report By
 DL0525  HISTORY     - 1960     MONUMENTED       CGS
 DL0525  HISTORY     - 1963     GOOD             NGS
 DL0525
 DL0525                          STATION DESCRIPTION
 DL0525
 DL0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0525'3.8 MI SW FROM STEPHENS.
 DL0525'ABOUT 3.8 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0525'FROM THE STATION AT STEPHENS, IN SECTION 25, T 15 S, R 20 W, 8 POLES
 DL0525'NORTHEAST OF MILEPOST 362, 110 FEET NORTHWEST OF THE NORTHWEST RAIL,
 DL0525'115 FEET WEST-NORTHWEST OF THE CENTER OF A ROAD CROSSING, 48 FEET
 DL0525'NORTH OF THE CENTER LINE OF A DIRT ROAD, 32 FEET NORTHWEST OF THE
 DL0525'CENTER LINE OF A PRIVATE ROAD, 24 1/2 FEET NORTH-NORTHWEST OF A POWER
 DL0525'POLE, 20 FEET EAST OF A LONE 28-INCH OAK TREE, 2.0 FEET WEST OF A
 DL0525'METAL WITNESS POST, ABOUT 6 1/2 FEET BELOW THE TRACKS, AND IN THE TOP
 DL0525'OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0525
 DL0525                          STATION RECOVERY (1963)
 DL0525
 DL0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1337 ***********************************************************************
 FF1337  DESIGNATION -  U 205
 FF1337  PID         -  FF1337
 FF1337  STATE/COUNTY-  AR/WHITE
 FF1337  USGS QUAD   -  BALD KNOB (1994)
 FF1337
 FF1337                         *CURRENT SURVEY CONTROL
 FF1337  ___________________________________________________________________
 FF1337* NAD 83(1986)-  35 19 05.     (N)    091 33 41.     (W)     SCALED    
 FF1337* NAVD 88     -        67.936  (meters)     222.89   (feet)  ADJUSTED  
 FF1337  ___________________________________________________________________
 FF1337  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1337  DYNAMIC HT  -          67.875 (meters)     222.69  (feet)  COMP
 FF1337  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 FF1337
 FF1337  VERT ORDER  -  SECOND    CLASS 0
 FF1337
 FF1337.The horizontal coordinates were scaled from a topographic map and have
 FF1337.an estimated accuracy of +/- 6 seconds.
 FF1337
 FF1337.The orthometric height was determined by differential leveling
 FF1337.and adjusted by the National Geodetic Survey in June 1991..
 FF1337
 FF1337.The geoid height was determined by GEOID03.
 FF1337
 FF1337.The dynamic height is computed by dividing the NAVD 88
 FF1337.geopotential number by the normal gravity value computed on the
 FF1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1337.degrees latitude (g = 980.6199 gals.).
 FF1337
 FF1337.The modeled gravity was interpolated from observed gravity values.
 FF1337
 FF1337;                    North         East    Units  Estimated Accuracy
 FF1337;SPC AR N     -   109,340.      439,880.      MT  (+/- 180 meters Scaled)
 FF1337
 FF1337                          SUPERSEDED SURVEY CONTROL
 FF1337
 FF1337  NGVD 29 (??/??/??)   67.890  (m)          222.74   (f) ADJUSTED    2 0
 FF1337
 FF1337.Superseded values are not recommended for survey control.
 FF1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1337.See file dsdata.txt to determine how the superseded data were derived.
 FF1337
 FF1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV307092(NAD 83)
 FF1337_MARKER: DB = BENCH MARK DISK
 FF1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1337_SP_SET: BRIDGE
 FF1337_STAMPING: U 205 1962
 FF1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1337
 FF1337  HISTORY     - Date     Condition        Report By
 FF1337  HISTORY     - 1962     MONUMENTED       CGS
 FF1337  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1337
 FF1337                          STATION DESCRIPTION
 FF1337
 FF1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1337'1 MI NE FROM BALD KNOB.
 FF1337'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1337'STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY
 FF1337'TO THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, 120 FEET NORTHWEST
 FF1337'OF THE CENTERLINE OF U.S. HIGHWAY 67, 32 FEET EAST OF THE
 FF1337'CENTERLINE OF U.S. HIGHWAY 167, 17.2 FEET NORTH OF THE SOUTH
 FF1337'END OF THE EAST HEADWALL OF A CONCRETE BRIDGE, SET IN A DRILLHOLE
 FF1337'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 FF1337
 FF1337                          STATION RECOVERY (2003)
 FF1337
 FF1337'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0265 ***********************************************************************
 FG0265  DESIGNATION -  U 206
 FG0265  PID         -  FG0265
 FG0265  STATE/COUNTY-  AR/WHITE
 FG0265  USGS QUAD   -  ROSE BUD (1994)
 FG0265
 FG0265                         *CURRENT SURVEY CONTROL
 FG0265  ___________________________________________________________________
 FG0265* NAD 83(1986)-  35 19 05.     (N)    092 00 09.     (W)     SCALED    
 FG0265* NAVD 88     -       240.391  (meters)     788.68   (feet)  ADJUSTED  
 FG0265  ___________________________________________________________________
 FG0265  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FG0265  DYNAMIC HT  -         240.166 (meters)     787.94  (feet)  COMP
 FG0265  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FG0265
 FG0265  VERT ORDER  -  SECOND    CLASS 0
 FG0265
 FG0265.The horizontal coordinates were scaled from a topographic map and have
 FG0265.an estimated accuracy of +/- 6 seconds.
 FG0265
 FG0265.The orthometric height was determined by differential leveling
 FG0265.and adjusted by the National Geodetic Survey in June 1991..
 FG0265
 FG0265.The geoid height was determined by GEOID03.
 FG0265
 FG0265.The dynamic height is computed by dividing the NAVD 88
 FG0265.geopotential number by the normal gravity value computed on the
 FG0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0265.degrees latitude (g = 980.6199 gals.).
 FG0265
 FG0265.The modeled gravity was interpolated from observed gravity values.
 FG0265
 FG0265;                    North         East    Units  Estimated Accuracy
 FG0265;SPC AR N     -   109,250.      399,770.      MT  (+/- 180 meters Scaled)
 FG0265
 FG0265                          SUPERSEDED SURVEY CONTROL
 FG0265
 FG0265  NGVD 29 (??/??/92)  240.339  (m)          788.51   (f) ADJ UNCH    2 0
 FG0265
 FG0265.Superseded values are not recommended for survey control.
 FG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0265.See file dsdata.txt to determine how the superseded data were derived.
 FG0265
 FG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV906087(NAD 83)
 FG0265_MARKER: DB = BENCH MARK DISK
 FG0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0265_SP_SET: CULVERT
 FG0265_STAMPING: U 206 1962
 FG0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0265
 FG0265  HISTORY     - Date     Condition        Report By
 FG0265  HISTORY     - 1962     MONUMENTED       CGS
 FG0265  HISTORY     - 1967     GOOD             NGS
 FG0265
 FG0265                          STATION DESCRIPTION
 FG0265
 FG0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0265'4.65 MI E FROM ROSE BUD.
 FG0265'IT IS 4.65 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN
 FG0265'ROSE BUD, 231 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MT. BETHEL
 FG0265'F.W.B. CHURCH, 37 FEET NORTHEAST OF A POWERLINE POLE, 19 FEET SOUTH OF
 FG0265'THE CENTER OF THE HIGHWAY, 1.3 FEET WEST OF THE EAST END OF THE SOUTH
 FG0265'HEADWALL AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0168 ***********************************************************************
 FG0168  DESIGNATION -  U 207
 FG0168  PID         -  FG0168
 FG0168  STATE/COUNTY-  AR/FAULKNER
 FG0168  USGS QUAD   -  DAMASCUS (1994)
 FG0168
 FG0168                         *CURRENT SURVEY CONTROL
 FG0168  ___________________________________________________________________
 FG0168* NAD 83(1986)-  35 15 45.     (N)    092 23 14.     (W)     SCALED    
 FG0168* NAVD 88     -       151.625  (meters)     497.46   (feet)  ADJUSTED  
 FG0168  ___________________________________________________________________
 FG0168  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0168  DYNAMIC HT  -         151.483 (meters)     496.99  (feet)  COMP
 FG0168  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 FG0168
 FG0168  VERT ORDER  -  SECOND    CLASS 0
 FG0168
 FG0168.The horizontal coordinates were scaled from a topographic map and have
 FG0168.an estimated accuracy of +/- 6 seconds.
 FG0168
 FG0168.The orthometric height was determined by differential leveling
 FG0168.and adjusted by the National Geodetic Survey in June 1991..
 FG0168
 FG0168.The geoid height was determined by GEOID03.
 FG0168
 FG0168.The dynamic height is computed by dividing the NAVD 88
 FG0168.geopotential number by the normal gravity value computed on the
 FG0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0168.degrees latitude (g = 980.6199 gals.).
 FG0168
 FG0168.The modeled gravity was interpolated from observed gravity values.
 FG0168
 FG0168;                    North         East    Units  Estimated Accuracy
 FG0168;SPC AR N     -   103,150.      364,770.      MT  (+/- 180 meters Scaled)
 FG0168
 FG0168                          SUPERSEDED SURVEY CONTROL
 FG0168
 FG0168  NGVD 29 (??/??/92)  151.622  (m)          497.45   (f) ADJ UNCH    2 0
 FG0168
 FG0168.Superseded values are not recommended for survey control.
 FG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0168.See file dsdata.txt to determine how the superseded data were derived.
 FG0168
 FG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV557023(NAD 83)
 FG0168_MARKER: DB = BENCH MARK DISK
 FG0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0168_STAMPING: U 207 1962
 FG0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0168+STABILITY: SURFACE MOTION
 FG0168
 FG0168  HISTORY     - Date     Condition        Report By
 FG0168  HISTORY     - 1962     MONUMENTED       CGS
 FG0168
 FG0168                          STATION DESCRIPTION
 FG0168
 FG0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0168'1.9 MI N FROM GREENBRIER.
 FG0168'1.9 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0168'GREENBRIER, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 FG0168'SOUTH OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE, ABOUT 1 FOOT
 FG0168'ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST
 FG0168'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0271 ***********************************************************************
 FG0271  DESIGNATION -  U 208
 FG0271  PID         -  FG0271
 FG0271  STATE/COUNTY-  AR/FAULKNER
 FG0271  USGS QUAD   -  DAMASCUS (1994)
 FG0271
 FG0271                         *CURRENT SURVEY CONTROL
 FG0271  ___________________________________________________________________
 FG0271* NAD 83(1986)-  35 17 57.     (N)    092 24 10.     (W)     SCALED    
 FG0271* NAVD 88     -       129.907  (meters)     426.20   (feet)  ADJUSTED  
 FG0271  ___________________________________________________________________
 FG0271  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0271  DYNAMIC HT  -         129.786 (meters)     425.81  (feet)  COMP
 FG0271  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 FG0271
 FG0271  VERT ORDER  -  SECOND    CLASS 0
 FG0271
 FG0271.The horizontal coordinates were scaled from a topographic map and have
 FG0271.an estimated accuracy of +/- 6 seconds.
 FG0271
 FG0271.The orthometric height was determined by differential leveling
 FG0271.and adjusted by the National Geodetic Survey in June 1991..
 FG0271
 FG0271.The geoid height was determined by GEOID03.
 FG0271
 FG0271.The dynamic height is computed by dividing the NAVD 88
 FG0271.geopotential number by the normal gravity value computed on the
 FG0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0271.degrees latitude (g = 980.6199 gals.).
 FG0271
 FG0271.The modeled gravity was interpolated from observed gravity values.
 FG0271
 FG0271;                    North         East    Units  Estimated Accuracy
 FG0271;SPC AR N     -   107,230.      363,370.      MT  (+/- 180 meters Scaled)
 FG0271
 FG0271                          SUPERSEDED SURVEY CONTROL
 FG0271
 FG0271  NGVD 29 (??/??/92)  129.899  (m)          426.18   (f) ADJ UNCH    2 0
 FG0271
 FG0271.Superseded values are not recommended for survey control.
 FG0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0271.See file dsdata.txt to determine how the superseded data were derived.
 FG0271
 FG0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV542063(NAD 83)
 FG0271_MARKER: DB = BENCH MARK DISK
 FG0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0271_SP_SET: BRIDGE
 FG0271_STAMPING: U 208 1962
 FG0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0271
 FG0271  HISTORY     - Date     Condition        Report By
 FG0271  HISTORY     - 1962     MONUMENTED       CGS
 FG0271
 FG0271                          STATION DESCRIPTION
 FG0271
 FG0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0271'4.85 MI N FROM GREENBRIER.
 FG0271'4.85 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 FG0271'GREENBRIER, 13.3 FEET EAST OF THE CENTER LINE OF HIGHWAY 65, 1.5 FEET
 FG0271'WEST OF THE EAST END OF A BRIDGE, ABOUT 8 INCHES ABOVE THE LEVEL OF
 FG0271'THE HIGHWAY, CEMENTED IN A DRILL HOLE IN THE NORTH END OF THE EAST
 FG0271'HEADWALL OF A CONCRETE BRIDGE OVER CADRON CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0369 ***********************************************************************
 FG0369  DESIGNATION -  U 209
 FG0369  PID         -  FG0369
 FG0369  STATE/COUNTY-  AR/CONWAY
 FG0369  USGS QUAD   -  SPRINGFIELD (1990)
 FG0369
 FG0369                         *CURRENT SURVEY CONTROL
 FG0369  ___________________________________________________________________
 FG0369* NAD 83(1986)-  35 15 07.     (N)    092 35 37.     (W)     SCALED    
 FG0369* NAVD 88     -        94.187  (meters)     309.01   (feet)  ADJUSTED  
 FG0369  ___________________________________________________________________
 FG0369  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FG0369  DYNAMIC HT  -          94.099 (meters)     308.72  (feet)  COMP
 FG0369  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FG0369
 FG0369  VERT ORDER  -  SECOND    CLASS 0
 FG0369
 FG0369.The horizontal coordinates were scaled from a topographic map and have
 FG0369.an estimated accuracy of +/- 6 seconds.
 FG0369
 FG0369.The orthometric height was determined by differential leveling
 FG0369.and adjusted by the National Geodetic Survey in June 1991..
 FG0369
 FG0369.The geoid height was determined by GEOID03.
 FG0369
 FG0369.The dynamic height is computed by dividing the NAVD 88
 FG0369.geopotential number by the normal gravity value computed on the
 FG0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0369.degrees latitude (g = 980.6199 gals.).
 FG0369
 FG0369.The modeled gravity was interpolated from observed gravity values.
 FG0369
 FG0369;                    North         East    Units  Estimated Accuracy
 FG0369;SPC AR N     -   102,080.      345,980.      MT  (+/- 180 meters Scaled)
 FG0369
 FG0369                          SUPERSEDED SURVEY CONTROL
 FG0369
 FG0369  NGVD 29 (??/??/92)   94.193  (m)          309.03   (f) ADJ UNCH    2 0
 FG0369
 FG0369.Superseded values are not recommended for survey control.
 FG0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0369.See file dsdata.txt to determine how the superseded data were derived.
 FG0369
 FG0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV369010(NAD 83)
 FG0369_MARKER: DB = BENCH MARK DISK
 FG0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0369_SP_SET: BRIDGE
 FG0369_STAMPING: U 209 1962
 FG0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0369
 FG0369  HISTORY     - Date     Condition        Report By
 FG0369  HISTORY     - 1962     MONUMENTED       CGS
 FG0369  HISTORY     - 1967     GOOD             NGS
 FG0369
 FG0369                          STATION DESCRIPTION
 FG0369
 FG0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0369'7.5 MI N FROM PLUMERVILLE.
 FG0369'IT IS 7.5 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U.S.
 FG0369'HIGHWAY 64 AND STATE HIGHWAY 92 IN PLUMERVILLE, CEMENTED IN A DRILL
 FG0369'HOLE IN THE NORTHWEST CORNER OF THE BRIDGE OVER CYPRESS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0099 ***********************************************************************
 EK0099  DESIGNATION -  U 21 RESET
 EK0099  PID         -  EK0099
 EK0099  STATE/COUNTY-  AR/POLK
 EK0099  USGS QUAD   -  VANDERVOORT (1984)
 EK0099
 EK0099                         *CURRENT SURVEY CONTROL
 EK0099  ___________________________________________________________________
 EK0099* NAD 83(1986)-  34 22 52.     (N)    094 22 01.     (W)     SCALED    
 EK0099* NAVD 88     -       328.895  (meters)    1079.05   (feet)  ADJUSTED  
 EK0099  ___________________________________________________________________
 EK0099  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EK0099  DYNAMIC HT  -         328.542 (meters)    1077.89  (feet)  COMP
 EK0099  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 EK0099
 EK0099  VERT ORDER  -  FIRST     CLASS II
 EK0099
 EK0099.The horizontal coordinates were scaled from a topographic map and have
 EK0099.an estimated accuracy of +/- 6 seconds.
 EK0099
 EK0099.The orthometric height was determined by differential leveling
 EK0099.and adjusted by the National Geodetic Survey in June 1991..
 EK0099
 EK0099.The geoid height was determined by GEOID03.
 EK0099
 EK0099.The dynamic height is computed by dividing the NAVD 88
 EK0099.geopotential number by the normal gravity value computed on the
 EK0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0099.degrees latitude (g = 980.6199 gals.).
 EK0099
 EK0099.The modeled gravity was interpolated from observed gravity values.
 EK0099
 EK0099;                    North         East    Units  Estimated Accuracy
 EK0099;SPC AR S     -   592,670.      182,350.      MT  (+/- 180 meters Scaled)
 EK0099
 EK0099                          SUPERSEDED SURVEY CONTROL
 EK0099
 EK0099.No superseded survey control is available for this station.
 EK0099
 EK0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU743052(NAD 83)
 EK0099_MARKER: DB = BENCH MARK DISK
 EK0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0099_STAMPING: U 21 RESET 1964
 EK0099_MARK LOGO: CGS   
 EK0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0099+STABILITY: SURFACE MOTION
 EK0099
 EK0099  HISTORY     - Date     Condition        Report By
 EK0099  HISTORY     - 1964     MONUMENTED       CGS
 EK0099  HISTORY     - 1985     GOOD             NGS
 EK0099  HISTORY     - 1987     GOOD             USPSQD
 EK0099  HISTORY     - 1989     GOOD             USPSQD
 EK0099  HISTORY     - 1990     GOOD             USPSQD
 EK0099
 EK0099                          STATION DESCRIPTION
 EK0099
 EK0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EK0099'AT VANDERVOORT.
 EK0099'LOCATED AT THE RAILROAD CROSSING AT VANDERVOORT, ARKANSAS, WHERE
 EK0099'STATE HIGHWAY NO. 246 CROSSES THE KANSAS CITY SOUTHERN RAILROAD
 EK0099'TRACKS, IN THE NORTHEAST QUADRANT, 47.5 FEET NORTH OF THE CENTERLINE
 EK0099'OF THE ROAD, 55.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACKS,
 EK0099'13 FEET EAST OF A TELEGRAPH POLE, 184 FEET NORTH OF THE RAILROAD
 EK0099'STATION SIGN VANDERVOORT AND 1 FOOT NORTH OF A WITNESS POST.
 EK0099'IT IS A STANDARD DISK, STAMPED U 21 RESET 1964, SET IN THE TOP OF
 EK0099'A 12 INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
 EK0099
 EK0099                          STATION RECOVERY (1985)
 EK0099
 EK0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0099'RECOVERED IN GOOD CONDITION.
 EK0099
 EK0099                          STATION RECOVERY (1987)
 EK0099
 EK0099'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0099'RECOVERED IN GOOD CONDITION.
 EK0099
 EK0099                          STATION RECOVERY (1989)
 EK0099
 EK0099'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0099'RECOVERED IN GOOD CONDITION.
 EK0099
 EK0099                          STATION RECOVERY (1990)
 EK0099
 EK0099'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1929 ***********************************************************************
 FE1929  DESIGNATION -  U 213
 FE1929  PID         -  FE1929
 FE1929  STATE/COUNTY-  AR/MISSISSIPPI
 FE1929  USGS QUAD   -  ROSA (1983)
 FE1929
 FE1929                         *CURRENT SURVEY CONTROL
 FE1929  ___________________________________________________________________
 FE1929* NAD 83(1986)-  35 51 32.     (N)    089 48 48.     (W)     SCALED    
 FE1929* NAVD 88     -        82.475  (meters)     270.59   (feet)  ADJUSTED  
 FE1929  ___________________________________________________________________
 FE1929  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE1929  DYNAMIC HT  -          82.406 (meters)     270.36  (feet)  COMP
 FE1929  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 FE1929
 FE1929  VERT ORDER  -  FIRST     CLASS I
 FE1929
 FE1929.The horizontal coordinates were scaled from a topographic map and have
 FE1929.an estimated accuracy of +/- 6 seconds.
 FE1929
 FE1929.The orthometric height was determined by differential leveling
 FE1929.and adjusted by the National Geodetic Survey in June 1991..
 FE1929
 FE1929.The geoid height was determined by GEOID03.
 FE1929
 FE1929.The dynamic height is computed by dividing the NAVD 88
 FE1929.geopotential number by the normal gravity value computed on the
 FE1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1929.degrees latitude (g = 980.6199 gals.).
 FE1929
 FE1929.The modeled gravity was interpolated from observed gravity values.
 FE1929
 FE1929;                    North         East    Units  Estimated Accuracy
 FE1929;SPC AR N     -   171,440.      597,480.      MT  (+/- 180 meters Scaled)
 FE1929
 FE1929                          SUPERSEDED SURVEY CONTROL
 FE1929
 FE1929  NGVD 29 (??/??/??)   82.410  (m)          270.37   (f) ADJUSTED    1 1
 FE1929
 FE1929.Superseded values are not recommended for survey control.
 FE1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1929.See file dsdata.txt to determine how the superseded data were derived.
 FE1929
 FE1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE459719(NAD 83)
 FE1929_MARKER: DB = BENCH MARK DISK
 FE1929_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1929_SP_SET: 4 FEET
 FE1929_STAMPING: U 213 1976
 FE1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1929+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 FE1929
 FE1929  HISTORY     - Date     Condition        Report By
 FE1929  HISTORY     - 1976     MONUMENTED       NGS
 FE1929  HISTORY     - 20020727 GOOD             USACE
 FE1929
 FE1929                          STATION DESCRIPTION
 FE1929
 FE1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1929'4.3 MI SW FROM BARFIELD.
 FE1929'4.3 MILES SOUTHWEST ALONG THE LEVEE FROM THE JUNCTION OF STATE HIGH-
 FE1929'WAY 18, 19.3 FEET SOUTH OF THE CENTER OF THE LEVEE, AND 1.6 FEET
 FE1929'WEST OF MILEPOST 61/62. A DISK ON THE TOP OF A COPPER COATED
 FE1929'STEEL ROD SET TO A DEPTH OF 4 FEET, 3 FEET BELOW THE LEVEE, AND
 FE1929'2 FEET EAST OF A WITNESS POST.
 FE1929
 FE1929                          STATION RECOVERY (2002)
 FE1929
 FE1929'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1879 ***********************************************************************
 FE1879  DESIGNATION -  U 214
 FE1879  PID         -  FE1879
 FE1879  STATE/COUNTY-  AR/MISSISSIPPI
 FE1879  USGS QUAD   -  NODENA (1983)
 FE1879
 FE1879                         *CURRENT SURVEY CONTROL
 FE1879  ___________________________________________________________________
 FE1879* NAD 83(1986)-  35 35 52.     (N)    089 57 13.     (W)     SCALED    
 FE1879* NAVD 88     -        79.545  (meters)     260.97   (feet)  ADJUSTED  
 FE1879  ___________________________________________________________________
 FE1879  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1879  DYNAMIC HT  -          79.476 (meters)     260.75  (feet)  COMP
 FE1879  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 FE1879
 FE1879  VERT ORDER  -  FIRST     CLASS I
 FE1879
 FE1879.The horizontal coordinates were scaled from a topographic map and have
 FE1879.an estimated accuracy of +/- 6 seconds.
 FE1879
 FE1879.The orthometric height was determined by differential leveling
 FE1879.and adjusted by the National Geodetic Survey in June 1991..
 FE1879
 FE1879.The geoid height was determined by GEOID03.
 FE1879
 FE1879.The dynamic height is computed by dividing the NAVD 88
 FE1879.geopotential number by the normal gravity value computed on the
 FE1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1879.degrees latitude (g = 980.6199 gals.).
 FE1879
 FE1879.The modeled gravity was interpolated from observed gravity values.
 FE1879
 FE1879;                    North         East    Units  Estimated Accuracy
 FE1879;SPC AR N     -   142,210.      585,420.      MT  (+/- 180 meters Scaled)
 FE1879
 FE1879                          SUPERSEDED SURVEY CONTROL
 FE1879
 FE1879  NGVD 29 (??/??/??)   79.512  (m)          260.87   (f) ADJUSTED    1 1
 FE1879
 FE1879.Superseded values are not recommended for survey control.
 FE1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1879.See file dsdata.txt to determine how the superseded data were derived.
 FE1879
 FE1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE324433(NAD 83)
 FE1879_MARKER: DB = BENCH MARK DISK
 FE1879_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1879_SP_SET: 4 FEET
 FE1879_STAMPING: U 214 1976
 FE1879_MARK LOGO: NGS   
 FE1879_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1879+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 FE1879
 FE1879  HISTORY     - Date     Condition        Report By
 FE1879  HISTORY     - 1976     MONUMENTED       NGS
 FE1879  HISTORY     - 20000901 GOOD             USE
 FE1879  HISTORY     - 20050512 GOOD             USACE
 FE1879
 FE1879                          STATION DESCRIPTION
 FE1879
 FE1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1879'9.1 MI NE FROM WILSON.
 FE1879'9.1 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1879'STREET AT WILSON, 9.5 MILES SOUTHWEST ALONG LEVEE FROM CROSSING
 FE1879'OF EAST JOHNSON STREET AT OSCEOLA, 18 FEET NORTHWEST OF THE
 FE1879'CENTER OF THE LEVEE, AND 1.5 FEET SOUTHWEST OF MILEPOST 94/95.
 FE1879'A DISK ON THE TOP OF A COPPER COATED STEEL ROD SET TO A DEPTH OF
 FE1879'4 FEET, 2 FEET BELOW THE LEVEE, AND 3 FEET NE OF A WITNESS POST.
 FE1879
 FE1879                          STATION RECOVERY (2000)
 FE1879
 FE1879'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1879'RECOVERED IN GOOD CONDITION.
 FE1879
 FE1879                          STATION RECOVERY (2005)
 FE1879
 FE1879'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1079 ***********************************************************************
 FF1079  DESIGNATION -  U 215
 FF1079  PID         -  FF1079
 FF1079  STATE/COUNTY-  AR/CRITTENDEN
 FF1079  USGS QUAD   -  WEST MEMPHIS (1983)
 FF1079
 FF1079                         *CURRENT SURVEY CONTROL
 FF1079  ___________________________________________________________________
 FF1079* NAD 83(1986)-  35 08 05.     (N)    090 09 38.     (W)     SCALED    
 FF1079* NAVD 88     -        66.657  (meters)     218.69   (feet)  ADJUSTED  
 FF1079  ___________________________________________________________________
 FF1079  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1079  DYNAMIC HT  -          66.597 (meters)     218.49  (feet)  COMP
 FF1079  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 FF1079
 FF1079  VERT ORDER  -  FIRST     CLASS II
 FF1079
 FF1079.The horizontal coordinates were scaled from a topographic map and have
 FF1079.an estimated accuracy of +/- 6 seconds.
 FF1079
 FF1079.The orthometric height was determined by differential leveling
 FF1079.and adjusted by the National Geodetic Survey in June 1991..
 FF1079
 FF1079.The geoid height was determined by GEOID03.
 FF1079
 FF1079.The dynamic height is computed by dividing the NAVD 88
 FF1079.geopotential number by the normal gravity value computed on the
 FF1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1079.degrees latitude (g = 980.6199 gals.).
 FF1079
 FF1079.The modeled gravity was interpolated from observed gravity values.
 FF1079
 FF1079;                    North         East    Units  Estimated Accuracy
 FF1079;SPC AR N     -    90,470.      567,630.      MT  (+/- 180 meters Scaled)
 FF1079
 FF1079                          SUPERSEDED SURVEY CONTROL
 FF1079
 FF1079  NGVD 29 (??/??/??)   66.641  (m)          218.64   (f) ADJUSTED    1 2
 FF1079
 FF1079.Superseded values are not recommended for survey control.
 FF1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1079.See file dsdata.txt to determine how the superseded data were derived.
 FF1079
 FF1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU587916(NAD 83)
 FF1079_MARKER: DB = BENCH MARK DISK
 FF1079_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1079+WITH SETTING: INTO GROUND
 FF1079_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 FF1079_MARK LOGO: NGS   
 FF1079_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1079+STABILITY: SURFACE MOTION
 FF1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1079+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FF1079
 FF1079  HISTORY     - Date     Condition        Report By
 FF1079  HISTORY     - 1976     MONUMENTED       NGS
 FF1079  HISTORY     - 20000901 GOOD             USE
 FF1079
 FF1079                          STATION DESCRIPTION
 FF1079
 FF1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1079'2.4 MI SOUTH FROM WEST MEMPHIS.
 FF1079'2.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1079'HIGHWAY 55 AT WEST MEMPHIS, 120 FEET NORTH OF MILEPOST 153/154,
 FF1079'140 FEET NORTH OF THE CENTER LINE OF THE LEVEE AND SET AT THE TOE
 FF1079'OF THE LEVEE. A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A
 FF1079'DEPTH OF 34 FEET.  ABOUT LEVEL WITH GROUND.  3 FEET WEST OF A WITNESS
 FF1079'POST.
 FF1079
 FF1079                          STATION RECOVERY (2000)
 FF1079
 FF1079'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1646 ***********************************************************************
 FF1646  DESIGNATION -  U 216
 FF1646  PID         -  FF1646
 FF1646  STATE/COUNTY-  AR/CRITTENDEN
 FF1646  USGS QUAD   -  FRENCHMANS BAYOU (1992)
 FF1646
 FF1646                         *CURRENT SURVEY CONTROL
 FF1646  ___________________________________________________________________
 FF1646* NAD 83(1986)-  35 22 54.     (N)    090 10 52.     (W)     SCALED    
 FF1646* NAVD 88     -        68.002  (meters)     223.10   (feet)  ADJUSTED  
 FF1646  ___________________________________________________________________
 FF1646  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF1646  DYNAMIC HT  -          67.942 (meters)     222.91  (feet)  COMP
 FF1646  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 FF1646
 FF1646  VERT ORDER  -  FIRST     CLASS I
 FF1646
 FF1646.The horizontal coordinates were scaled from a topographic map and have
 FF1646.an estimated accuracy of +/- 6 seconds.
 FF1646
 FF1646.The orthometric height was determined by differential leveling
 FF1646.and adjusted by the National Geodetic Survey in June 1991..
 FF1646
 FF1646.The geoid height was determined by GEOID03.
 FF1646
 FF1646.The dynamic height is computed by dividing the NAVD 88
 FF1646.geopotential number by the normal gravity value computed on the
 FF1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1646.degrees latitude (g = 980.6199 gals.).
 FF1646
 FF1646.The modeled gravity was interpolated from observed gravity values.
 FF1646
 FF1646;                    North         East    Units  Estimated Accuracy
 FF1646;SPC AR N     -   117,830.      565,250.      MT  (+/- 180 meters Scaled)
 FF1646
 FF1646                          SUPERSEDED SURVEY CONTROL
 FF1646
 FF1646  NGVD 29 (??/??/??)   67.987  (m)          223.05   (f) ADJUSTED    1 1
 FF1646
 FF1646.Superseded values are not recommended for survey control.
 FF1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1646.See file dsdata.txt to determine how the superseded data were derived.
 FF1646
 FF1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV560190(NAD 83)
 FF1646_MARKER: DB = BENCH MARK DISK
 FF1646_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1646+WITH SETTING: INTO GROUND
 FF1646_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 FF1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1646+STABILITY: SURFACE MOTION
 FF1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1646+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FF1646
 FF1646  HISTORY     - Date     Condition        Report By
 FF1646  HISTORY     - 1976     MONUMENTED       NGS
 FF1646  HISTORY     - 20000901 MARK NOT FOUND   USE
 FF1646
 FF1646                          STATION DESCRIPTION
 FF1646
 FF1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1646'17.1 MI SOUTH FROM WILSON.
 FF1646'17.1 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1646'AT WILSON, 195 FEET SOUTHWEST OF CENTER OF LEVEE, 177 FEET SOUTH-
 FF1646'WEST OF MILEPOST 127/128, AND SET AT TOE OF LEVEE.
 FF1646'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 15
 FF1646'FEET.  35 FEET BELOW THE LEVEE.   2 FEET NORTHWEST OF A WITNESS POST.
 FF1646
 FF1646                          STATION RECOVERY (2000)
 FF1646
 FF1646'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1646'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1080 ***********************************************************************
 FF1080  DESIGNATION -  U 217
 FF1080  PID         -  FF1080
 FF1080  STATE/COUNTY-  AR/CRITTENDEN
 FF1080  USGS QUAD   -  WEST MEMPHIS (1983)
 FF1080
 FF1080                         *CURRENT SURVEY CONTROL
 FF1080  ___________________________________________________________________
 FF1080* NAD 83(1986)-  35 07 37.     (N)    090 10 30.     (W)     SCALED    
 FF1080* NAVD 88     -        71.529  (meters)     234.67   (feet)  ADJUSTED  
 FF1080  ___________________________________________________________________
 FF1080  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1080  DYNAMIC HT  -          71.464 (meters)     234.46  (feet)  COMP
 FF1080  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FF1080
 FF1080  VERT ORDER  -  FIRST     CLASS II
 FF1080
 FF1080.The horizontal coordinates were scaled from a topographic map and have
 FF1080.an estimated accuracy of +/- 6 seconds.
 FF1080
 FF1080.The orthometric height was determined by differential leveling
 FF1080.and adjusted by the National Geodetic Survey in June 1991..
 FF1080
 FF1080.The geoid height was determined by GEOID03.
 FF1080
 FF1080.The dynamic height is computed by dividing the NAVD 88
 FF1080.geopotential number by the normal gravity value computed on the
 FF1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1080.degrees latitude (g = 980.6199 gals.).
 FF1080
 FF1080.The modeled gravity was interpolated from observed gravity values.
 FF1080
 FF1080;                    North         East    Units  Estimated Accuracy
 FF1080;SPC AR N     -    89,590.      566,330.      MT  (+/- 180 meters Scaled)
 FF1080
 FF1080                          SUPERSEDED SURVEY CONTROL
 FF1080
 FF1080  NGVD 29 (??/??/??)   71.514  (m)          234.63   (f) ADJUSTED    1 2
 FF1080
 FF1080.Superseded values are not recommended for survey control.
 FF1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1080.See file dsdata.txt to determine how the superseded data were derived.
 FF1080
 FF1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU574907(NAD 83)
 FF1080_MARKER: DB = BENCH MARK DISK
 FF1080_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1080+WITH SETTING: INTO GROUND
 FF1080_SP_SET: METAL ROD WITH BASE PLATE
 FF1080_STAMPING: U 217 1976
 FF1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1080+STABILITY: SURFACE MOTION
 FF1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1080+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2003
 FF1080
 FF1080  HISTORY     - Date     Condition        Report By
 FF1080  HISTORY     - 1976     MONUMENTED       NGS
 FF1080  HISTORY     - 20030129 GOOD             USACE
 FF1080
 FF1080                          STATION DESCRIPTION
 FF1080
 FF1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1080'3.4 MI SOUTH FROM WEST MEMPHIS.
 FF1080'3.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1080'HIGHWAY 55 AT WEST MEMPHIS, 27 FEET NORTHWEST OF THE CENTER LINE
 FF1080'OF LEVEE, AND 12 FEET SOUTHEAST OF MILEPOST 154/155.
 FF1080'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH
 FF1080'OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTHEAST OF A WITNESS
 FF1080'POST.
 FF1080
 FF1080                          STATION RECOVERY (2003)
 FF1080
 FF1080'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1080'MARK IS 10.4 FT NW OF LEVEE MILE POST, NOT 12 FT SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0211 ***********************************************************************
 EH0211  DESIGNATION -  U 218
 EH0211  PID         -  EH0211
 EH0211  STATE/COUNTY-  AR/CRITTENDEN
 EH0211  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0211
 EH0211                         *CURRENT SURVEY CONTROL
 EH0211  ___________________________________________________________________
 EH0211* NAD 83(1986)-  34 51 31.     (N)    090 22 22.     (W)     SCALED    
 EH0211* NAVD 88     -        67.193  (meters)     220.45   (feet)  ADJUSTED  
 EH0211  ___________________________________________________________________
 EH0211  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EH0211  DYNAMIC HT  -          67.131 (meters)     220.25  (feet)  COMP
 EH0211  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 EH0211
 EH0211  VERT ORDER  -  FIRST     CLASS II
 EH0211
 EH0211.The horizontal coordinates were scaled from a topographic map and have
 EH0211.an estimated accuracy of +/- 6 seconds.
 EH0211
 EH0211.The orthometric height was determined by differential leveling
 EH0211.and adjusted by the National Geodetic Survey in June 1991..
 EH0211
 EH0211.The geoid height was determined by GEOID03.
 EH0211
 EH0211.The dynamic height is computed by dividing the NAVD 88
 EH0211.geopotential number by the normal gravity value computed on the
 EH0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0211.degrees latitude (g = 980.6199 gals.).
 EH0211
 EH0211.The modeled gravity was interpolated from observed gravity values.
 EH0211
 EH0211;                    North         East    Units  Estimated Accuracy
 EH0211;SPC AR N     -    59,510.      548,800.      MT  (+/- 180 meters Scaled)
 EH0211
 EH0211                          SUPERSEDED SURVEY CONTROL
 EH0211
 EH0211  NGVD 29 (??/??/??)   67.214  (m)          220.52   (f) ADJUSTED    1 2
 EH0211
 EH0211.Superseded values are not recommended for survey control.
 EH0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0211.See file dsdata.txt to determine how the superseded data were derived.
 EH0211
 EH0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU401605(NAD 83)
 EH0211_MARKER: DB = BENCH MARK DISK
 EH0211_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0211_SP_SET: 4 FEET
 EH0211_STAMPING: U 218 1976
 EH0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0211+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 EH0211
 EH0211  HISTORY     - Date     Condition        Report By
 EH0211  HISTORY     - 1976     MONUMENTED       NGS
 EH0211  HISTORY     - 20030602 GOOD             USACE
 EH0211
 EH0211                          STATION DESCRIPTION
 EH0211
 EH0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0211'21.1 MI NE FROM WHITEHALL.
 EH0211'21.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0211'AT WHITEHALL, ALSO ABOUT 3 MILES SOUTHWEST OF BRUINS, 2 FEET NORTHEAST
 EH0211'OF MILEPOST 184/185, AND 18 FEET NORTHWEST OF THE CENTER LINE OF THE
 EH0211'LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0211'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0211'FOOT SOUTHWEST OF A WITNESS POST.
 EH0211
 EH0211                          STATION RECOVERY (2003)
 EH0211
 EH0211'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0226 ***********************************************************************
 EH0226  DESIGNATION -  U 219
 EH0226  PID         -  EH0226
 EH0226  STATE/COUNTY-  AR/LEE
 EH0226  USGS QUAD   -  COUNCIL (1991)
 EH0226
 EH0226                         *CURRENT SURVEY CONTROL
 EH0226  ___________________________________________________________________
 EH0226* NAD 83(1986)-  34 48 19.     (N)    090 28 57.     (W)     SCALED    
 EH0226* NAVD 88     -        66.305  (meters)     217.54   (feet)  ADJUSTED  
 EH0226  ___________________________________________________________________
 EH0226  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0226  DYNAMIC HT  -          66.243 (meters)     217.33  (feet)  COMP
 EH0226  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 EH0226
 EH0226  VERT ORDER  -  FIRST     CLASS II
 EH0226
 EH0226.The horizontal coordinates were scaled from a topographic map and have
 EH0226.an estimated accuracy of +/- 6 seconds.
 EH0226
 EH0226.The orthometric height was determined by differential leveling
 EH0226.and adjusted by the National Geodetic Survey in June 1991..
 EH0226
 EH0226.The geoid height was determined by GEOID03.
 EH0226
 EH0226.The dynamic height is computed by dividing the NAVD 88
 EH0226.geopotential number by the normal gravity value computed on the
 EH0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0226.degrees latitude (g = 980.6199 gals.).
 EH0226
 EH0226.The modeled gravity was interpolated from observed gravity values.
 EH0226
 EH0226;                    North         East    Units  Estimated Accuracy
 EH0226;SPC AR S     -   638,240.      538,850.      MT  (+/- 180 meters Scaled)
 EH0226
 EH0226                          SUPERSEDED SURVEY CONTROL
 EH0226
 EH0226  NGVD 29 (??/??/??)   66.326  (m)          217.60   (f) ADJUSTED    1 2
 EH0226
 EH0226.Superseded values are not recommended for survey control.
 EH0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0226.See file dsdata.txt to determine how the superseded data were derived.
 EH0226
 EH0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU302543(NAD 83)
 EH0226_MARKER: DB = BENCH MARK DISK
 EH0226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0226_SP_SET: 4 FEET
 EH0226_STAMPING: U 219 1976
 EH0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0226
 EH0226  HISTORY     - Date     Condition        Report By
 EH0226  HISTORY     - 1976     MONUMENTED       NGS
 EH0226  HISTORY     - 20010620 GOOD             NGS
 EH0226
 EH0226                          STATION DESCRIPTION
 EH0226
 EH0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0226'6.15 MI NE FROM WHITEHALL.
 EH0226'6.15 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0226'AT WHITEHALL, ALSO ABOUT 1 MILE SOUTH OF PETERS, 0.1 MILE WEST OF A
 EH0226'FENCE CROSSING THE LEVEE, 17 FEET NORTH OF THE CENTER LINE OF THE
 EH0226'LEVEE, 2 FEET EAST OF MILEPOST 199/200.  A DISK ON TOP OF A
 EH0226'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0226'PROJECTING +0 INCHES.  2 FEET BELOW THE LEVEE 1 FOOT WEST OF A WITNESS
 EH0226'POST.
 EH0226
 EH0226                          STATION RECOVERY (2001)
 EH0226
 EH0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLB)
 EH0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0039 ***********************************************************************
 DM0039  DESIGNATION -  U 22
 DM0039  PID         -  DM0039
 DM0039  STATE/COUNTY-  AR/LITTLE RIVER
 DM0039  USGS QUAD   -  OGDEN (1975)
 DM0039
 DM0039                         *CURRENT SURVEY CONTROL
 DM0039  ___________________________________________________________________
 DM0039* NAD 83(1986)-  33 33 15.     (N)    094 02 42.     (W)     SCALED    
 DM0039* NAVD 88     -        87.675  (meters)     287.65   (feet)  ADJUSTED  
 DM0039  ___________________________________________________________________
 DM0039  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0039  DYNAMIC HT  -          87.582 (meters)     287.34  (feet)  COMP
 DM0039  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 DM0039
 DM0039  VERT ORDER  -  FIRST     CLASS I
 DM0039
 DM0039.The horizontal coordinates were scaled from a topographic map and have
 DM0039.an estimated accuracy of +/- 6 seconds.
 DM0039
 DM0039.The orthometric height was determined by differential leveling
 DM0039.and adjusted by the National Geodetic Survey in June 1991..
 DM0039
 DM0039.The geoid height was determined by GEOID03.
 DM0039
 DM0039.The dynamic height is computed by dividing the NAVD 88
 DM0039.geopotential number by the normal gravity value computed on the
 DM0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0039.degrees latitude (g = 980.6199 gals.).
 DM0039
 DM0039.The modeled gravity was interpolated from observed gravity values.
 DM0039
 DM0039;                    North         East    Units  Estimated Accuracy
 DM0039;SPC AR S     -   500,330.      210,110.      MT  (+/- 180 meters Scaled)
 DM0039
 DM0039                          SUPERSEDED SURVEY CONTROL
 DM0039
 DM0039  NGVD 29 (??/??/??)   87.687  (m)          287.69   (f) ADJUSTED    1 1
 DM0039
 DM0039.Superseded values are not recommended for survey control.
 DM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0039.See file dsdata.txt to determine how the superseded data were derived.
 DM0039
 DM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT029132(NAD 83)
 DM0039_MARKER: DB = BENCH MARK DISK
 DM0039_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM0039_SP_SET: PIER
 DM0039_STAMPING: U 22 1932 287.686
 DM0039_MARK LOGO: CGS   
 DM0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM0039+STABILITY: POSITION/ELEVATION WELL
 DM0039
 DM0039  HISTORY     - Date     Condition        Report By
 DM0039  HISTORY     - UNK      MONUMENTED       CGS
 DM0039  HISTORY     - 1932     GOOD             NGS
 DM0039  HISTORY     - 1962     GOOD             NGS
 DM0039  HISTORY     - 1977     GOOD             NGS
 DM0039  HISTORY     - 1985     GOOD             NGS
 DM0039  HISTORY     - 19971025 GOOD             USPSQD
 DM0039
 DM0039                          STATION DESCRIPTION
 DM0039
 DM0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0039'2.5 MI S FROM OGDEN.
 DM0039'LOCATED IN THE WEST SIDE OF THE MOST NORTHERLY PIER OF THE R.R. BRIDGE
 DM0039'OVER THE RED RIVER.
 DM0039
 DM0039                          STATION RECOVERY (1962)
 DM0039
 DM0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DM0039'RECOVERED IN GOOD CONDITION.
 DM0039
 DM0039                          STATION RECOVERY (1977)
 DM0039
 DM0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DM0039'RECOVERED IN GOOD CONDITION.
 DM0039
 DM0039                          STATION RECOVERY (1985)
 DM0039
 DM0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0039'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.2 KM
 DM0039'(8.8 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS WEST JUNCTION WITH
 DM0039'U.S. HIGHWAY 82 IN TEXARKANA, IN TOP OF THE WEST END OF THE NORTH
 DM0039'CONCRETE PIER OF THE KANSAS CITY AND SOUTHERN RAILROAD BRIDGE
 DM0039'SPANNING THE RED RIVER, 182.3 M (598.1 FT) WEST OF THE CENTERLINE OF
 DM0039'THE SOUTH BOUND LANES OF THE HIGHWAY, 2.6 M (8.5 FT) WEST OF THE NEAR
 DM0039'RAIL, AND 0.4 M (1.3 FT) EAST OF THE WEST END OF THE PIER.
 DM0039'THE MARK IS 1.9 M BELOW THE TRACKS.
 DM0039
 DM0039                          STATION RECOVERY (1997)
 DM0039
 DM0039'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0720 ***********************************************************************
 EH0720  DESIGNATION -  U 220
 EH0720  PID         -  EH0720
 EH0720  STATE/COUNTY-  AR/PHILLIPS
 EH0720  USGS QUAD   -  ELAINE (1982)
 EH0720
 EH0720                         *CURRENT SURVEY CONTROL
 EH0720  ___________________________________________________________________
 EH0720* NAD 83(1986)-  34 20 40.     (N)    090 46 30.     (W)     SCALED    
 EH0720* NAVD 88     -        60.292  (meters)     197.81   (feet)  ADJUSTED  
 EH0720  ___________________________________________________________________
 EH0720  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0720  DYNAMIC HT  -          60.233 (meters)     197.61  (feet)  COMP
 EH0720  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 EH0720
 EH0720  VERT ORDER  -  FIRST     CLASS II
 EH0720
 EH0720.The horizontal coordinates were scaled from a topographic map and have
 EH0720.an estimated accuracy of +/- 6 seconds.
 EH0720
 EH0720.The orthometric height was determined by differential leveling
 EH0720.and adjusted by the National Geodetic Survey in June 1991..
 EH0720.WARNING-Repeat measurements at this control monument indicate possible
 EH0720.vertical movement.
 EH0720
 EH0720.The geoid height was determined by GEOID03.
 EH0720
 EH0720.The dynamic height is computed by dividing the NAVD 88
 EH0720.geopotential number by the normal gravity value computed on the
 EH0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0720.degrees latitude (g = 980.6199 gals.).
 EH0720
 EH0720.The modeled gravity was interpolated from observed gravity values.
 EH0720
 EH0720;                    North         East    Units  Estimated Accuracy
 EH0720;SPC AR S     -   586,760.      512,700.      MT  (+/- 180 meters Scaled)
 EH0720
 EH0720                          SUPERSEDED SURVEY CONTROL
 EH0720
 EH0720  NGVD 29 (??/??/??)   60.344  (m)          197.98   (f) ADJUSTED    1 2
 EH0720
 EH0720.Superseded values are not recommended for survey control.
 EH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0720.See file dsdata.txt to determine how the superseded data were derived.
 EH0720
 EH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU046025(NAD 83)
 EH0720_MARKER: DB = BENCH MARK DISK
 EH0720_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0720+WITH SETTING: INTO GROUND
 EH0720_STAMPING: U 220 1976
 EH0720_MARK LOGO: NGS   
 EH0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0720+STABILITY: SURFACE MOTION
 EH0720
 EH0720  HISTORY     - Date     Condition        Report By
 EH0720  HISTORY     - 1976     MONUMENTED       NGS
 EH0720  HISTORY     - 1985     GOOD             NGS
 EH0720
 EH0720                          STATION DESCRIPTION
 EH0720
 EH0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0720'17.65 MI N FROM MELLWOOD.
 EH0720'17.65 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD
 EH0720'AT MELLWOOD, 0.35 MILE NORTH OF MILEPOST 23/24, AND 11 FEET EAST OF
 EH0720'THE CENTER LINE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH0720'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  1
 EH0720'FOOT BELOW LEVEE 1 FOOT SOUTH OF A WITNESS POST.
 EH0720
 EH0720                          STATION RECOVERY (1985)
 EH0720
 EH0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0720'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS AND
 EH0720'LEVEL WITH THE TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0999 ***********************************************************************
 EH0999  DESIGNATION -  U 222
 EH0999  PID         -  EH0999
 EH0999  STATE/COUNTY-  AR/PHILLIPS
 EH0999  USGS QUAD   -  HELENA (1982)
 EH0999
 EH0999                         *CURRENT SURVEY CONTROL
 EH0999  ___________________________________________________________________
 EH0999* NAD 83(1986)-  34 36 09.     (N)    090 36 35.     (W)     SCALED    
 EH0999* NAVD 88     -        57.590  (meters)     188.94   (feet)  ADJUSTED  
 EH0999  ___________________________________________________________________
 EH0999  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0999  DYNAMIC HT  -          57.535 (meters)     188.76  (feet)  COMP
 EH0999  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 EH0999
 EH0999  VERT ORDER  -  FIRST     CLASS II
 EH0999
 EH0999.The horizontal coordinates were scaled from a topographic map and have
 EH0999.an estimated accuracy of +/- 6 seconds.
 EH0999
 EH0999.The orthometric height was determined by differential leveling
 EH0999.and adjusted by the National Geodetic Survey in June 1991..
 EH0999
 EH0999.The geoid height was determined by GEOID03.
 EH0999
 EH0999.The dynamic height is computed by dividing the NAVD 88
 EH0999.geopotential number by the normal gravity value computed on the
 EH0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0999.degrees latitude (g = 980.6199 gals.).
 EH0999
 EH0999.The modeled gravity was interpolated from observed gravity values.
 EH0999
 EH0999;                    North         East    Units  Estimated Accuracy
 EH0999;SPC AR S     -   615,580.      527,520.      MT  (+/- 180 meters Scaled)
 EH0999
 EH0999                          SUPERSEDED SURVEY CONTROL
 EH0999
 EH0999  NGVD 29 (??/??/??)   57.625  (m)          189.06   (f) ADJUSTED    1 2
 EH0999
 EH0999.Superseded values are not recommended for survey control.
 EH0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0999.See file dsdata.txt to determine how the superseded data were derived.
 EH0999
 EH0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU191315(NAD 83)
 EH0999_MARKER: DB = BENCH MARK DISK
 EH0999_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0999_SP_SET: 44 FT.
 EH0999_STAMPING: U 222 1976
 EH0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0999
 EH0999  HISTORY     - Date     Condition        Report By
 EH0999  HISTORY     - 1976     MONUMENTED       NGS
 EH0999  HISTORY     - 1987     GOOD             USPSQD
 EH0999
 EH0999                          STATION DESCRIPTION
 EH0999
 EH0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0999'5.6 MI N FROM HELENA.
 EH0999'1.65 MILES NORTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0999'HELENA, THENCE 3.95 MILES NORTH ALONG RIVER ROAD, 21 FEET NORTHEAST OF
 EH0999'THE CENTER LINE OF THE ROAD, AND 8 FEET NORTH OF A LARGE OAK TREE WITH
 EH0999'A TRIANGLE BLAZE ON THE WEST SIDE.  A DISK ON TOP OF A COPPER-COATED
 EH0999'STEEL ROD TO A DEPTH OF 44 FEET ENCASED IN A PIPE PROJECTING +0
 EH0999'INCHES.  ABOUT LEVEL WITH ROAD 1 FOOT SOUTHEAST OF A WITNESS POST.
 EH0999
 EH0999                          STATION RECOVERY (1987)
 EH0999
 EH0999'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0840 ***********************************************************************
 DK0840  DESIGNATION -  U 223
 DK0840  PID         -  DK0840
 DK0840  STATE/COUNTY-  AR/DESHA
 DK0840  USGS QUAD   -  YANCOPIN (1972)
 DK0840
 DK0840                         *CURRENT SURVEY CONTROL
 DK0840  ___________________________________________________________________
 DK0840* NAD 83(1997)-  33 54 56.64186(N)    091 14 21.86663(W)     ADJUSTED  
 DK0840* NAVD 88     -        45.670  (meters)     149.84   (feet)  ADJUSTED  
 DK0840  ___________________________________________________________________
 DK0840  X           -    -114,606.736 (meters)                     COMP
 DK0840  Y           -  -5,297,255.814 (meters)                     COMP
 DK0840  Z           -   3,538,704.557 (meters)                     COMP
 DK0840  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DK0840  ELLIP HEIGHT-          19.35  (meters)          (09/24/01) GPS OBS
 DK0840  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK0840  DYNAMIC HT  -          45.624 (meters)     149.68  (feet)  COMP
 DK0840  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 DK0840
 DK0840  HORZ ORDER  -  FIRST
 DK0840  VERT ORDER  -  FIRST     CLASS II
 DK0840  ELLP ORDER  -  FOURTH    CLASS II
 DK0840
 DK0840.The horizontal coordinates were established by GPS observations
 DK0840.and adjusted by the National Geodetic Survey in September 1999..
 DK0840
 DK0840.The orthometric height was determined by differential leveling
 DK0840.and adjusted by the National Geodetic Survey in June 1991..
 DK0840
 DK0840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0840
 DK0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0840
 DK0840.The ellipsoidal height was determined by GPS observations
 DK0840.and is referenced to NAD 83.
 DK0840
 DK0840.The geoid height was determined by GEOID03.
 DK0840
 DK0840.The dynamic height is computed by dividing the NAVD 88
 DK0840.geopotential number by the normal gravity value computed on the
 DK0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0840.degrees latitude (g = 980.6199 gals.).
 DK0840
 DK0840.The modeled gravity was interpolated from observed gravity values.
 DK0840
 DK0840;                    North         East     Units Scale Factor Converg.
 DK0840;SPC AR S     -   538,797.877   470,330.262   MT  0.99992060   +0 25 32.5
 DK0840;SPC AR S     - 1,767,706.03  1,543,075.20   sFT  0.99992060   +0 25 32.5
 DK0840;UTM  15      - 3,754,208.314   662,757.023   MT  0.99992656   +0 58 57.3
 DK0840
 DK0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0840!SPC AR S     -   0.99999696  x   0.99992060  =   0.99991756
 DK0840!UTM  15      -   0.99999696  x   0.99992656  =   0.99992352
 DK0840
 DK0840                          SUPERSEDED SURVEY CONTROL
 DK0840
 DK0840  ELLIP H (09/14/99)   19.38   (m)                       GP(       ) 4 1
 DK0840  NAD 83(1997)-  33 54 56.65053(N)    091 14 21.86127(W) AD(       ) 1
 DK0840  NAD 83(1986)-  33 54 56.65181(N)    091 14 21.86042(W) AD(       ) 1
 DK0840  NGVD 29 (??/??/??)   45.733  (m)          150.04   (f) ADJUSTED    1 2
 DK0840
 DK0840.Superseded values are not recommended for survey control.
 DK0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0840.See file dsdata.txt to determine how the superseded data were derived.
 DK0840
 DK0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6275754208(NAD 83)
 DK0840_MARKER: DB = BENCH MARK DISK
 DK0840_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0840_SP_SET: 4 FEET
 DK0840_STAMPING: U 223 1976
 DK0840_MARK LOGO: NGS   
 DK0840_PROJECTION: FLUSH
 DK0840_MAGNETIC: I = MARKER IS A STEEL ROD
 DK0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0840+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DK0840_ROD/PIPE-DEPTH: 01.2 meters
 DK0840
 DK0840  HISTORY     - Date     Condition        Report By
 DK0840  HISTORY     - 1976     MONUMENTED       NGS
 DK0840  HISTORY     - 19890901 GOOD             NGS
 DK0840  HISTORY     - 19900405 GOOD
 DK0840  HISTORY     - 20020607 GOOD             USACE
 DK0840
 DK0840                          STATION DESCRIPTION
 DK0840
 DK0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0840'1.9 MI NE FROM WATSON.
 DK0840'1.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0840'CROSSING OF STATE HIGHWAY 1 AT WATSON, 56 FEET NORTHEAST OF THE CENTER
 DK0840'OF A DIRT ROAD CROSSING, 36 FEET SOUTHEAST OF THE CENTER OF A DIRT
 DK0840'ROAD, 31 FEET NORTH OF A DIRT ROAD, AND 3 FEET NORTH OF A POWERLINE
 DK0840'POLE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET
 DK0840'ENCASED IN A PIPE PROJECTING +2 INCHES.  2 FEET ABOVE ROAD 1 FOOT
 DK0840'NORTHWEST OF A WITNESS POST.
 DK0840
 DK0840                          STATION RECOVERY (1989)
 DK0840
 DK0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DK0840'STATION IS LOCATED ABOUT 23.0 KM (14.3 MI) EAST-NORTHEAST OF DUMAS,
 DK0840'3.2 KM (2.0 MI) SOUTHWEST OF YANCOPIN, AND 2.8 KM (1.7 MI) NORTHEAST
 DK0840'OF WATSON.  OWNERSHIP--DESHA COUNTY.
 DK0840'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND THE MISSOURI PACIFIC
 DK0840'RAILROAD IN WATSON.  GO EAST ON STATE HIGHWAY 1 (MAIN STREET) FOR
 DK0840'0.22 KM (0.14 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 DK0840'NORTHEAST ON WOODS ROAD AND A GRAVELED ROAD FOR 2.79 KM (1.73 MI) TO
 DK0840'A GRAVELED ROAD AND THE STATION ON THE RIGHT.
 DK0840'STATION IS A STANDARD NGS BENCH MARK DISK STAMPED---U 223
 DK0840'1976---CRIMPED ON THE TOP OF A 3/8 INCH COPPER CLAD STEEL ROD,
 DK0840'INCASED IN A 4 INCH PVC PIPE THAT IS FLUSH WITH THE GROUND.  IS 17.1
 DK0840'M (56.1 FT) NORTHEAST OF THE CENTER OF THE INTERSECTION, 11.0 M
 DK0840'(36.1 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 9.5 M
 DK0840'(31.2 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 0.9 M (3.0 FT)
 DK0840'NORTHEAST OF AUTILITY POLE, AND 0.4 M (1.3 FT) NORTHWEST OF A METAL
 DK0840'WITNESS POST.
 DK0840'DESCRIBED BY E.J.HANSMANN.
 DK0840
 DK0840                          STATION RECOVERY (1990)
 DK0840
 DK0840'RECOVERED 1990
 DK0840'RECOVERED IN GOOD CONDITION.
 DK0840
 DK0840                          STATION RECOVERY (2002)
 DK0840
 DK0840'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1034 ***********************************************************************
 EH1034  DESIGNATION -  U 224
 EH1034  PID         -  EH1034
 EH1034  STATE/COUNTY-  AR/PHILLIPS
 EH1034  USGS QUAD   -  LEXA (1991)
 EH1034
 EH1034                         *CURRENT SURVEY CONTROL
 EH1034  ___________________________________________________________________
 EH1034* NAD 83(1986)-  34 33 16.     (N)    090 45 12.     (W)     SCALED    
 EH1034* NAVD 88     -        66.095  (meters)     216.85   (feet)  ADJUSTED  
 EH1034  ___________________________________________________________________
 EH1034  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH1034  DYNAMIC HT  -          66.031 (meters)     216.64  (feet)  COMP
 EH1034  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 EH1034
 EH1034  VERT ORDER  -  FIRST     CLASS II
 EH1034
 EH1034.The horizontal coordinates were scaled from a topographic map and have
 EH1034.an estimated accuracy of +/- 6 seconds.
 EH1034
 EH1034.The orthometric height was determined by differential leveling
 EH1034.and adjusted by the National Geodetic Survey in June 1991..
 EH1034
 EH1034.The geoid height was determined by GEOID03.
 EH1034
 EH1034.The dynamic height is computed by dividing the NAVD 88
 EH1034.geopotential number by the normal gravity value computed on the
 EH1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1034.degrees latitude (g = 980.6199 gals.).
 EH1034
 EH1034.The modeled gravity was interpolated from observed gravity values.
 EH1034
 EH1034;                    North         East    Units  Estimated Accuracy
 EH1034;SPC AR S     -   610,080.      514,410.      MT  (+/- 180 meters Scaled)
 EH1034
 EH1034                          SUPERSEDED SURVEY CONTROL
 EH1034
 EH1034  NGVD 29 (??/??/??)   66.136  (m)          216.98   (f) ADJUSTED    1 2
 EH1034
 EH1034.Superseded values are not recommended for survey control.
 EH1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1034.See file dsdata.txt to determine how the superseded data were derived.
 EH1034
 EH1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU061259(NAD 83)
 EH1034_MARKER: DB = BENCH MARK DISK
 EH1034_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1034+WITH SETTING: INTO GROUND
 EH1034_STAMPING: U 224 1976
 EH1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1034+STABILITY: SURFACE MOTION
 EH1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1034+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH1034
 EH1034  HISTORY     - Date     Condition        Report By
 EH1034  HISTORY     - 1976     MONUMENTED       NGS
 EH1034  HISTORY     - 20030401 GOOD             USACE
 EH1034
 EH1034                          STATION DESCRIPTION
 EH1034
 EH1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1034'1.2 MI NE FROM BARTON.
 EH1034'1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 EH1034'OF STATE HIGHWAY 85 AT BARTON, THENCE 0.2 MILE EAST ALONG U.S. HIGHWAY
 EH1034'49, 192.6 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 43 FEET SOUTHWEST
 EH1034'OF THE SOUTHWEST CORNER OF A CHURCH, 86 FEET EAST OF THE APPROXIMATE
 EH1034'CENTER OF A GRAVEL ROAD, AND 2.6 FEET WEST OF A POWERLINE POLE. A DISK
 EH1034'ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A
 EH1034'PIPE PROJECTING +1 INCHES.  1 FOOT BELOW HIGHWAY 7 FEET EAST OF A
 EH1034'WITNESS POST.
 EH1034
 EH1034                          STATION RECOVERY (2003)
 EH1034
 EH1034'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2447 ***********************************************************************
 EH2447  DESIGNATION -  U 225 RESET
 EH2447  PID         -  EH2447
 EH2447  STATE/COUNTY-  AR/ARKANSAS
 EH2447  USGS QUAD   -  TURNER (1967)
 EH2447
 EH2447                         *CURRENT SURVEY CONTROL
 EH2447  ___________________________________________________________________
 EH2447* NAD 83(1986)-  34 24 35.     (N)    091 04 37.     (W)     SCALED    
 EH2447* NAVD 88     -        47.95   (meters)     157.3    (feet)  RESET     
 EH2447  ___________________________________________________________________
 EH2447  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH2447
 EH2447  VERT ORDER  -  THIRD
 EH2447
 EH2447.The horizontal coordinates were scaled from a topographic map and have
 EH2447.an estimated accuracy of +/- 6 seconds.
 EH2447
 EH2447.The orthometric height was computed from unverified reset data.
 EH2447
 EH2447.The geoid height was determined by GEOID03.
 EH2447
 EH2447;                    North         East    Units  Estimated Accuracy
 EH2447;SPC AR S     -   593,710.      484,860.      MT  (+/- 180 meters Scaled)
 EH2447
 EH2447                          SUPERSEDED SURVEY CONTROL
 EH2447
 EH2447  NGVD 29 (08/21/02)   47.97   (m)          157.4    (f) RESET       3  
 EH2447
 EH2447.Superseded values are not recommended for survey control.
 EH2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2447.See file dsdata.txt to determine how the superseded data were derived.
 EH2447
 EH2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU767092(NAD 83)
 EH2447_MARKER: DB = BENCH MARK DISK
 EH2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2447_STAMPING: U 225 RESET 1982
 EH2447_PROJECTION: FLUSH
 EH2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2447+STABILITY: SURFACE MOTION
 EH2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2447+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH2447
 EH2447  HISTORY     - Date     Condition        Report By
 EH2447  HISTORY     - 1982     MONUMENTED       NGS
 EH2447  HISTORY     - 20030407 GOOD             USACE
 EH2447
 EH2447                          STATION DESCRIPTION
 EH2447
 EH2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EH2447'4.0 MI NE FROM ST CHARLES.
 EH2447'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF
 EH2447'THE WHITE RIVER IN ST CHARLES, 26.06 METERS (86.5 FT) SOUTHEAST OF
 EH2447'THE CENTER OF NEW HIGHWAY, AND 0.45 METERS (1.5 FT) WEST-SOUTHWEST
 EH2447'OF THE NORTHWEST LEG OF A 4-LEGGED STEEL HIGH VOLTAGE TOWER.
 EH2447'THE MARK IS 1.0 FT  ENE FROM A WITNESS POST.
 EH2447'THE MARK IS 1.0 FT ABOVE HIGHWAY.
 EH2447
 EH2447                          STATION RECOVERY (2003)
 EH2447
 EH2447'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1331 ***********************************************************************
 EH1331  DESIGNATION -  U 226
 EH1331  PID         -  EH1331
 EH1331  STATE/COUNTY-  AR/ARKANSAS
 EH1331  USGS QUAD   -  TICHNOR (1972)
 EH1331
 EH1331                         *CURRENT SURVEY CONTROL
 EH1331  ___________________________________________________________________
 EH1331* NAD 83(1986)-  34 12 32.     (N)    091 21 23.     (W)     SCALED    
 EH1331* NAVD 88     -        58.325  (meters)     191.35   (feet)  ADJUSTED  
 EH1331  ___________________________________________________________________
 EH1331  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EH1331  DYNAMIC HT  -          58.268 (meters)     191.17  (feet)  COMP
 EH1331  MODELED GRAV-     979,660.6   (mgal)                       NAVD 88
 EH1331
 EH1331  VERT ORDER  -  FIRST     CLASS II
 EH1331
 EH1331.The horizontal coordinates were scaled from a topographic map and have
 EH1331.an estimated accuracy of +/- 6 seconds.
 EH1331
 EH1331.The orthometric height was determined by differential leveling
 EH1331.and adjusted by the National Geodetic Survey in August 1993..
 EH1331
 EH1331.The geoid height was determined by GEOID03.
 EH1331
 EH1331.The dynamic height is computed by dividing the NAVD 88
 EH1331.geopotential number by the normal gravity value computed on the
 EH1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1331.degrees latitude (g = 980.6199 gals.).
 EH1331
 EH1331.The modeled gravity was interpolated from observed gravity values.
 EH1331
 EH1331;                    North         East    Units  Estimated Accuracy
 EH1331;SPC AR S     -   571,240.      459,310.      MT  (+/- 180 meters Scaled)
 EH1331
 EH1331                          SUPERSEDED SURVEY CONTROL
 EH1331
 EH1331  NAVD 88 (06/15/91)   58.292  (m)          191.25   (f) UNKNOWN     1 2
 EH1331  NGVD 29 (??/??/??)   58.362  (m)          191.48   (f) ADJUSTED    1 2
 EH1331
 EH1331.Superseded values are not recommended for survey control.
 EH1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1331.See file dsdata.txt to determine how the superseded data were derived.
 EH1331
 EH1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT514865(NAD 83)
 EH1331_MARKER: DB = BENCH MARK DISK
 EH1331_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH1331+WITH SETTING: INTO GROUND
 EH1331_STAMPING: U 226 1976
 EH1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1331+STABILITY: SURFACE MOTION
 EH1331
 EH1331  HISTORY     - Date     Condition        Report By
 EH1331  HISTORY     - 1976     MONUMENTED       NGS
 EH1331  HISTORY     - 20030416 MARK NOT FOUND   USACE
 EH1331
 EH1331                          STATION DESCRIPTION
 EH1331
 EH1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1331'6.0 MI S FROM DEWITT.
 EH1331'6.0 MILES SOUTH ALONG THE SAINT LOUIS SOUTHWESTERN RAILROAD FROM THE
 EH1331'RAILROAD STATION AT DEWITT, 6.3 MILES NORTH OF GILLETT, 26 FEET EAST
 EH1331'OF THE EAST RAIL, 22 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, AND 3
 EH1331'FEET WEST OF A POWERLINE POLE.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH1331'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. 2
 EH1331'FEET BELOW RAILROAD 1 FOOT EAST OF A WITNESS POST.
 EH1331
 EH1331                          STATION RECOVERY (2003)
 EH1331
 EH1331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1267 ***********************************************************************
 EJ1267  DESIGNATION -  U 23
 EJ1267  PID         -  EJ1267
 EJ1267  STATE/COUNTY-  AR/CLARK
 EJ1267  USGS QUAD   -  AMITY (1966)
 EJ1267
 EJ1267                         *CURRENT SURVEY CONTROL
 EJ1267  ___________________________________________________________________
 EJ1267* NAD 83(1986)-  34 15 47.     (N)    093 28 32.     (W)     SCALED    
 EJ1267* NAVD 88     -       144.866  (meters)     475.28   (feet)  ADJUSTED  
 EJ1267  ___________________________________________________________________
 EJ1267  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EJ1267  DYNAMIC HT  -         144.720 (meters)     474.80  (feet)  COMP
 EJ1267  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 EJ1267
 EJ1267  VERT ORDER  -  SECOND    CLASS 0
 EJ1267
 EJ1267.The horizontal coordinates were scaled from a topographic map and have
 EJ1267.an estimated accuracy of +/- 6 seconds.
 EJ1267
 EJ1267.The orthometric height was determined by differential leveling
 EJ1267.and adjusted by the National Geodetic Survey in June 1991..
 EJ1267
 EJ1267.The geoid height was determined by GEOID03.
 EJ1267
 EJ1267.The dynamic height is computed by dividing the NAVD 88
 EJ1267.geopotential number by the normal gravity value computed on the
 EJ1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1267.degrees latitude (g = 980.6199 gals.).
 EJ1267
 EJ1267.The modeled gravity was interpolated from observed gravity values.
 EJ1267
 EJ1267;                    North         East    Units  Estimated Accuracy
 EJ1267;SPC AR S     -   578,040.      264,120.      MT  (+/- 180 meters Scaled)
 EJ1267
 EJ1267                          SUPERSEDED SURVEY CONTROL
 EJ1267
 EJ1267  NGVD 29 (??/??/92)  144.852  (m)          475.24   (f) ADJ UNCH    2 0
 EJ1267
 EJ1267.Superseded values are not recommended for survey control.
 EJ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1267.See file dsdata.txt to determine how the superseded data were derived.
 EJ1267
 EJ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT562914(NAD 83)
 EJ1267_MARKER: DB = BENCH MARK DISK
 EJ1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1267_STAMPING: 475.235 U 23 1932
 EJ1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1267+STABILITY: SURFACE MOTION
 EJ1267
 EJ1267  HISTORY     - Date     Condition        Report By
 EJ1267  HISTORY     - 1932     MONUMENTED       CGS
 EJ1267  HISTORY     - 1934     MARK NOT FOUND   NGS
 EJ1267  HISTORY     - 1963     MARK NOT FOUND   NGS
 EJ1267
 EJ1267                          STATION DESCRIPTION
 EJ1267
 EJ1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1267'IN AMITY.
 EJ1267'AT AMITY, CLARK COUNTY, 141 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 EJ1267'MISSOURI PACIFIC RAILROAD STATION, AND 8 FEET EAST OF THE EAST RAIL OF
 EJ1267'THE MAIN TRACK.  A STANDARD DISK, STAMPED 475.235 U 23 1932 AND SET IN
 EJ1267'THE TOP OF A CONCRETE POST.
 EJ1267
 EJ1267                          STATION RECOVERY (1963)
 EJ1267
 EJ1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EJ1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0947 ***********************************************************************
 EJ0947  DESIGNATION -  U 24
 EJ0947  PID         -  EJ0947
 EJ0947  STATE/COUNTY-  AR/YELL
 EJ0947  USGS QUAD   -  ONYX (1968)
 EJ0947
 EJ0947                         *CURRENT SURVEY CONTROL
 EJ0947  ___________________________________________________________________
 EJ0947* NAD 83(1986)-  34 47 27.     (N)    093 29 15.     (W)     SCALED    
 EJ0947* NAVD 88     -       260.394  (meters)     854.31   (feet)  ADJUSTED  
 EJ0947  ___________________________________________________________________
 EJ0947  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EJ0947  DYNAMIC HT  -         260.128 (meters)     853.44  (feet)  COMP
 EJ0947  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 EJ0947
 EJ0947  VERT ORDER  -  SECOND    CLASS 0
 EJ0947
 EJ0947.The horizontal coordinates were scaled from a topographic map and have
 EJ0947.an estimated accuracy of +/- 6 seconds.
 EJ0947
 EJ0947.The orthometric height was determined by differential leveling
 EJ0947.and adjusted by the National Geodetic Survey in June 1991..
 EJ0947
 EJ0947.The geoid height was determined by GEOID03.
 EJ0947
 EJ0947.The dynamic height is computed by dividing the NAVD 88
 EJ0947.geopotential number by the normal gravity value computed on the
 EJ0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0947.degrees latitude (g = 980.6199 gals.).
 EJ0947
 EJ0947.The modeled gravity was interpolated from observed gravity values.
 EJ0947
 EJ0947;                    North         East    Units  Estimated Accuracy
 EJ0947;SPC AR N     -    51,790.      263,870.      MT  (+/- 180 meters Scaled)
 EJ0947
 EJ0947                          SUPERSEDED SURVEY CONTROL
 EJ0947
 EJ0947  NGVD 29 (??/??/92)  260.332  (m)          854.11   (f) ADJ UNCH    2 0
 EJ0947
 EJ0947.Superseded values are not recommended for survey control.
 EJ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0947.See file dsdata.txt to determine how the superseded data were derived.
 EJ0947
 EJ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU554499(NAD 83)
 EJ0947_MARKER: DB = BENCH MARK DISK
 EJ0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0947_STAMPING: U 24 1932
 EJ0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0947+STABILITY: SURFACE MOTION
 EJ0947
 EJ0947  HISTORY     - Date     Condition        Report By
 EJ0947  HISTORY     - 1942     MONUMENTED       CGS
 EJ0947  HISTORY     - 1959     GOOD             NGS
 EJ0947  HISTORY     - 1961     GOOD             USGS
 EJ0947
 EJ0947                          STATION DESCRIPTION
 EJ0947
 EJ0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EJ0947'IN ALY.
 EJ0947'LOCATED AT ALY, YELL COUNTY, AT THE NORTHWEST CORNER OF THE ONLY
 EJ0947'CEMETERY IN ALY, 46 FEET EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 EJ0947'NORTH FROM STATE HIGHWAY 27, 24 FEET SOUTH OF A 3-FOOT OAK TREE, 7
 EJ0947'FEET SOUTH OF A FENCE LINE, 18 FEET WEST OF A CEDAR TREE IN THE
 EJ0947'CEMETERY, 16 FEET EAST OF THE NORTHWEST CORNER OF THE CEMETERY AND
 EJ0947'24.5 FEET WEST OF THE HEAD STONE OF FRED PERMAN POTTER SEPT. 1931 TO
 EJ0947'MARCH 1955.  IT IS A STANDARD DISK, STAMPED U 24 1932, SET IN THE TOP
 EJ0947'OF A CONCRETE POST FLUSH WITH THE GROUND.
 EJ0947
 EJ0947                          STATION RECOVERY (1961)
 EJ0947
 EJ0947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EJ0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0941 ***********************************************************************
 DK0941  DESIGNATION -  U 240
 DK0941  PID         -  DK0941
 DK0941  STATE/COUNTY-  AR/DESHA
 DK0941  USGS QUAD   -  WINCHESTER (1969)
 DK0941
 DK0941                         *CURRENT SURVEY CONTROL
 DK0941  ___________________________________________________________________
 DK0941* NAD 83(1986)-  33 51 30.     (N)    091 29 07.     (W)     SCALED    
 DK0941* NAVD 88     -        49.341  (meters)     161.88   (feet)  ADJUSTED  
 DK0941  ___________________________________________________________________
 DK0941  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DK0941  DYNAMIC HT  -          49.291 (meters)     161.72  (feet)  COMP
 DK0941  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 DK0941
 DK0941  VERT ORDER  -  FIRST     CLASS II
 DK0941
 DK0941.The horizontal coordinates were scaled from a topographic map and have
 DK0941.an estimated accuracy of +/- 6 seconds.
 DK0941
 DK0941.The orthometric height was determined by differential leveling
 DK0941.and adjusted by the National Geodetic Survey in June 1991..
 DK0941
 DK0941.The geoid height was determined by GEOID03.
 DK0941
 DK0941.The dynamic height is computed by dividing the NAVD 88
 DK0941.geopotential number by the normal gravity value computed on the
 DK0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0941.degrees latitude (g = 980.6199 gals.).
 DK0941
 DK0941.The modeled gravity was interpolated from observed gravity values.
 DK0941
 DK0941;                    North         East    Units  Estimated Accuracy
 DK0941;SPC AR S     -   532,290.      447,630.      MT  (+/- 180 meters Scaled)
 DK0941
 DK0941                          SUPERSEDED SURVEY CONTROL
 DK0941
 DK0941  NGVD 29 (??/??/??)   49.479  (m)          162.33   (f) ADJUSTED    1 2
 DK0941
 DK0941.Superseded values are not recommended for survey control.
 DK0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0941.See file dsdata.txt to determine how the superseded data were derived.
 DK0941
 DK0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT401474(NAD 83)
 DK0941_MARKER: DB = BENCH MARK DISK
 DK0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0941_STAMPING: U 240 1939
 DK0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0941+STABILITY: SURFACE MOTION
 DK0941
 DK0941  HISTORY     - Date     Condition        Report By
 DK0941  HISTORY     - 1939     MONUMENTED       CGS
 DK0941  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0941
 DK0941                          STATION DESCRIPTION
 DK0941
 DK0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0941'2.1 MI S FROM DUMAS.
 DK0941'2.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM DUMAS, DESHA
 DK0941'COUNTY, 1.0 MILE NORTH OF THE STATION AT PICKENS, 0.8 MILE NORTH OF
 DK0941'WALNUT LAKE COUNTRY CLUB, AT MILEPOST 430, 49 FEET EAST OF THE EAST
 DK0941'RAIL, 28 FEET WEST OF THE CENTERLINE OF OLD U.S. HIGHWAY 65, AND IN
 DK0941'THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED U 240 1939 AND
 DK0941'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0748 ***********************************************************************
 EJ0748  DESIGNATION -  U 241
 EJ0748  PID         -  EJ0748
 EJ0748  STATE/COUNTY-  AR/GARLAND
 EJ0748  USGS QUAD   -  LAKE CATHERINE (1978)
 EJ0748
 EJ0748                         *CURRENT SURVEY CONTROL
 EJ0748  ___________________________________________________________________
 EJ0748* NAD 83(1986)-  34 29 59.     (N)    092 57 38.     (W)     SCALED    
 EJ0748* NAVD 88     -       121.114  (meters)     397.35   (feet)  ADJUSTED  
 EJ0748  ___________________________________________________________________
 EJ0748  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EJ0748  DYNAMIC HT  -         120.996 (meters)     396.97  (feet)  COMP
 EJ0748  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 EJ0748
 EJ0748  VERT ORDER  -  SECOND    CLASS 0
 EJ0748
 EJ0748.The horizontal coordinates were scaled from a topographic map and have
 EJ0748.an estimated accuracy of +/- 6 seconds.
 EJ0748
 EJ0748.The orthometric height was determined by differential leveling
 EJ0748.and adjusted by the National Geodetic Survey in June 1991..
 EJ0748
 EJ0748.The geoid height was determined by GEOID03.
 EJ0748
 EJ0748.The dynamic height is computed by dividing the NAVD 88
 EJ0748.geopotential number by the normal gravity value computed on the
 EJ0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0748.degrees latitude (g = 980.6199 gals.).
 EJ0748
 EJ0748.The modeled gravity was interpolated from observed gravity values.
 EJ0748
 EJ0748;                    North         East    Units  Estimated Accuracy
 EJ0748;SPC AR S     -   603,730.      311,790.      MT  (+/- 180 meters Scaled)
 EJ0748
 EJ0748                          SUPERSEDED SURVEY CONTROL
 EJ0748
 EJ0748  NGVD 29 (??/??/92)  121.120  (m)          397.37   (f) ADJ UNCH    2 0
 EJ0748
 EJ0748.Superseded values are not recommended for survey control.
 EJ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0748.See file dsdata.txt to determine how the superseded data were derived.
 EJ0748
 EJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU036175(NAD 83)
 EJ0748_MARKER: DB = BENCH MARK DISK
 EJ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0748_STAMPING: U 241 1939
 EJ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0748+STABILITY: SURFACE MOTION
 EJ0748
 EJ0748  HISTORY     - Date     Condition        Report By
 EJ0748  HISTORY     - 1939     MONUMENTED       CGS
 EJ0748
 EJ0748                          STATION DESCRIPTION
 EJ0748
 EJ0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0748'6.1 MI E FROM HOT SPRING.
 EJ0748'6.1 MILE EAST OF ALONG M.P.R.R. FROM STATION ABOUT 300 FEET EAST OF
 EJ0748'RAILROAD TRESTLE NO. 75.  ABOUT 300 FEET EAST OF STEEL BRIDGE OVER
 EJ0748'STREAM ON COUNTY ROAD.  25.8 FEET SOUTH-SOUTHEAST OF CENTERLINE OF
 EJ0748'COUNTY ROAD.  26.4 FEET NORTH OF NORTH RAIL OF RAILROAD.  64.4 FEET
 EJ0748'NORTHEAST OF BATTERY BOX ON SOUTH SIDE OF TRACKS.  3.0 FEET SOUTH OF
 EJ0748'FENCE PARALLELING RAILROAD.  BRONZE DISK SET IN A PRECAST CONCRETE
 EJ0748'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0690 ***********************************************************************
 FF0690  DESIGNATION -  U 242
 FF0690  PID         -  FF0690
 FF0690  STATE/COUNTY-  AR/CROSS
 FF0690  USGS QUAD   -  VANNDALE (1984)
 FF0690
 FF0690                         *CURRENT SURVEY CONTROL
 FF0690  ___________________________________________________________________
 FF0690* NAD 83(1986)-  35 19 50.     (N)    090 46 07.     (W)     SCALED    
 FF0690* NAVD 88     -        82.565  (meters)     270.88   (feet)  ADJUSTED  
 FF0690  ___________________________________________________________________
 FF0690  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0690  DYNAMIC HT  -          82.491 (meters)     270.64  (feet)  COMP
 FF0690  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FF0690
 FF0690  VERT ORDER  -  FIRST     CLASS II
 FF0690
 FF0690.The horizontal coordinates were scaled from a topographic map and have
 FF0690.an estimated accuracy of +/- 6 seconds.
 FF0690
 FF0690.The orthometric height was determined by differential leveling
 FF0690.and adjusted by the National Geodetic Survey in June 1991..
 FF0690
 FF0690.The geoid height was determined by GEOID03.
 FF0690
 FF0690.The dynamic height is computed by dividing the NAVD 88
 FF0690.geopotential number by the normal gravity value computed on the
 FF0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0690.degrees latitude (g = 980.6199 gals.).
 FF0690
 FF0690.The modeled gravity was interpolated from observed gravity values.
 FF0690
 FF0690;                    North         East    Units  Estimated Accuracy
 FF0690;SPC AR N     -   111,330.      511,950.      MT  (+/- 180 meters Scaled)
 FF0690
 FF0690                          SUPERSEDED SURVEY CONTROL
 FF0690
 FF0690  NGVD 29 (??/??/??)   82.525  (m)          270.75   (f) ADJUSTED    1 2
 FF0690
 FF0690.Superseded values are not recommended for survey control.
 FF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0690.See file dsdata.txt to determine how the superseded data were derived.
 FF0690
 FF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV028119(NAD 83)
 FF0690_MARKER: DB = BENCH MARK DISK
 FF0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0690_STAMPING: U 242 1938
 FF0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0690+STABILITY: SURFACE MOTION
 FF0690
 FF0690  HISTORY     - Date     Condition        Report By
 FF0690  HISTORY     - 1938     MONUMENTED       CGS
 FF0690  HISTORY     - 1956     GOOD             CGS
 FF0690  HISTORY     - 20030505 MARK NOT FOUND   USACE
 FF0690
 FF0690                          STATION DESCRIPTION
 FF0690
 FF0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0690'1.2 MI N FROM VANNDALE.
 FF0690'ABOUT 1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0690'THE ROAD CROSSING AT VANNDALE, ACROSS THE TRACK FROM POINT
 FF0690'BETWEEN TELEPHONE POLES 272/28 AND 272/29 (THE FIRST AND SECOND
 FF0690'POLES NORTH OF MILE POLE 273), AT A PRIVATE GRAVEL ROAD CROSSING
 FF0690'LEADING EAST AND UPHILL TO A GRAVEL PIT, 40 1/2 FEET WEST OF
 FF0690'WEST RAIL, 17 1/2 FEET NORTH OF CENTER LINE OF ROAD, 3 1/2
 FF0690'FEET SOUTHEAST OF A FENCE CORNER, 15 FEET SOUTH-SOUTHWEST OF A
 FF0690'TELEPHONE POLE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 FF0690'ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0690'CONCRETE POST PROJECTING 6 INCHES.
 FF0690
 FF0690                          STATION RECOVERY (2003)
 FF0690
 FF0690'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1354 ***********************************************************************
 DK1354  DESIGNATION -  U 243
 DK1354  PID         -  DK1354
 DK1354  STATE/COUNTY-  AR/ASHLEY
 DK1354  USGS QUAD   -  SNYDER (1960)
 DK1354
 DK1354                         *CURRENT SURVEY CONTROL
 DK1354  ___________________________________________________________________
 DK1354* NAD 83(1986)-  33 15 30.     (N)    091 30 14.     (W)     SCALED    
 DK1354* NAVD 88     -        37.853  (meters)     124.19   (feet)  ADJUSTED  
 DK1354  ___________________________________________________________________
 DK1354  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DK1354  DYNAMIC HT  -          37.814 (meters)     124.06  (feet)  COMP
 DK1354  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 DK1354
 DK1354  VERT ORDER  -  FIRST     CLASS II
 DK1354
 DK1354.The horizontal coordinates were scaled from a topographic map and have
 DK1354.an estimated accuracy of +/- 6 seconds.
 DK1354
 DK1354.The orthometric height was determined by differential leveling
 DK1354.and adjusted by the National Geodetic Survey in June 1991..
 DK1354
 DK1354.The geoid height was determined by GEOID03.
 DK1354
 DK1354.The dynamic height is computed by dividing the NAVD 88
 DK1354.geopotential number by the normal gravity value computed on the
 DK1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1354.degrees latitude (g = 980.6199 gals.).
 DK1354
 DK1354.The modeled gravity was interpolated from observed gravity values.
 DK1354
 DK1354;                    North         East    Units  Estimated Accuracy
 DK1354;SPC AR S     -   465,740.      446,230.      MT  (+/- 180 meters Scaled)
 DK1354
 DK1354                          SUPERSEDED SURVEY CONTROL
 DK1354
 DK1354  NGVD 29 (??/??/??)   37.961  (m)          124.54   (f) ADJUSTED    1 2
 DK1354
 DK1354.Superseded values are not recommended for survey control.
 DK1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1354.See file dsdata.txt to determine how the superseded data were derived.
 DK1354
 DK1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS393809(NAD 83)
 DK1354_MARKER: DB = BENCH MARK DISK
 DK1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1354_STAMPING: U 243 1939
 DK1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1354+STABILITY: SURFACE MOTION
 DK1354
 DK1354  HISTORY     - Date     Condition        Report By
 DK1354  HISTORY     - 1939     MONUMENTED       CGS
 DK1354  HISTORY     - 1971     MARK NOT FOUND   DOD
 DK1354  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1354  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1354
 DK1354                          STATION DESCRIPTION
 DK1354
 DK1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1354'3.9 MI S FROM MONTROSE.
 DK1354'3.9 MILES SOUTH OF THE R.R. JUNCTION.  A STANDARD DISC SET IN THE TOP
 DK1354'OF A CONCRETE POST LOCATED ON THE EAST R/W OF THE MO. PAC. R.R. AT
 DK1354'MILE POST 435.  AT A PRIVATE GRADE CROSSING, LEADING TO THE T.R. PUGH
 DK1354'PLANTATION.  IN R/W FENCE CORNER ABOUT 400 FEET SW OF THE T.R. PUGH
 DK1354'AND SONS BARN.  AT THE WEST END OF A T ROAD.  ABOUT 0.6 MILE SOUTH OF
 DK1354'A CHURCH ON THE EAST SIDE OF ROAD.  33 FEET EAST OF THE EAST RAIL. 33
 DK1354'FEET WEST OF THE CENTER LINE OF THE ROAD.  29 FEET SOUTH OF THE MILE
 DK1354'POST.
 DK1354
 DK1354                          STATION RECOVERY (1971)
 DK1354
 DK1354'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1971
 DK1354'MARK NOT FOUND.
 DK1354
 DK1354                          STATION RECOVERY (1977)
 DK1354
 DK1354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1354'MARK NOT FOUND.
 DK1354
 DK1354                          STATION RECOVERY (1977)
 DK1354
 DK1354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0793 ***********************************************************************
 EJ0793  DESIGNATION -  U 244
 EJ0793  PID         -  EJ0793
 EJ0793  STATE/COUNTY-  AR/PERRY
 EJ0793  USGS QUAD   -  APLIN (1984)
 EJ0793
 EJ0793                         *CURRENT SURVEY CONTROL
 EJ0793  ___________________________________________________________________
 EJ0793* NAD 83(1986)-  34 53 15.     (N)    092 56 23.     (W)     SCALED    
 EJ0793* NAVD 88     -       336.049  (meters)    1102.52   (feet)  ADJUSTED  
 EJ0793  ___________________________________________________________________
 EJ0793  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EJ0793  DYNAMIC HT  -         335.713 (meters)    1101.42  (feet)  COMP
 EJ0793  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 EJ0793
 EJ0793  VERT ORDER  -  SECOND    CLASS 0
 EJ0793
 EJ0793.The horizontal coordinates were scaled from a topographic map and have
 EJ0793.an estimated accuracy of +/- 6 seconds.
 EJ0793
 EJ0793.The orthometric height was determined by differential leveling
 EJ0793.and adjusted by the National Geodetic Survey in June 1991..
 EJ0793
 EJ0793.The geoid height was determined by GEOID03.
 EJ0793
 EJ0793.The dynamic height is computed by dividing the NAVD 88
 EJ0793.geopotential number by the normal gravity value computed on the
 EJ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0793.degrees latitude (g = 980.6199 gals.).
 EJ0793
 EJ0793.The modeled gravity was interpolated from observed gravity values.
 EJ0793
 EJ0793;                    North         East    Units  Estimated Accuracy
 EJ0793;SPC AR N     -    61,890.      314,100.      MT  (+/- 180 meters Scaled)
 EJ0793
 EJ0793                          SUPERSEDED SURVEY CONTROL
 EJ0793
 EJ0793  NGVD 29 (??/??/92)  336.048  (m)         1102.52   (f) ADJ UNCH    2 0
 EJ0793
 EJ0793.Superseded values are not recommended for survey control.
 EJ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0793.See file dsdata.txt to determine how the superseded data were derived.
 EJ0793
 EJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU055605(NAD 83)
 EJ0793_MARKER: DB = BENCH MARK DISK
 EJ0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0793_SP_SET: MONUMENT
 EJ0793_STAMPING: U-244 1939
 EJ0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0793
 EJ0793  HISTORY     - Date     Condition        Report By
 EJ0793  HISTORY     - 1939     MONUMENTED       CGS
 EJ0793  HISTORY     - 1941     GOOD             NGS
 EJ0793  HISTORY     - 1968     GOOD             USE
 EJ0793
 EJ0793                          STATION DESCRIPTION
 EJ0793
 EJ0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EJ0793'11.0 MI SW FROM THORNBURG.
 EJ0793'3.5 MILES SOUTH AND 7.5 MILES WEST OF-- IN THE SOUTHWEST QUARTER OF
 EJ0793'SECTION 20, TOWNSHIP 3 NORTH, RANGE 18 WEST.  TO REACH U-244 FROM THE
 EJ0793'CHURCH AND CEMETERY IN THORNBURG, ARKANSAS, WHICH IS 0.1 MILE WEST OF
 EJ0793'STATE HIGHWAY NO. 9 AND 10, TAKE NATIONAL FOREST MAINTAINED ROAD NO.
 EJ0793'86 (KNOWN AS THE HOLLIS-THORNBURG ROAD) IN A SOUTHWESTERLY DIRECTION
 EJ0793'FOR 1.4 MILES TO FORK OF NATIONAL FOREST MAINTAINED ROADS NOS. 86 AND
 EJ0793'210-2, THEN LEFT ON ROAD NO. 86 FOR 2.5 MILES TO A FORK IN THE ROAD.
 EJ0793'TAKE RIGHT FORK AND GO SOUTHWESTERLY ON ROAD NO. 86 FOR 4.9 MILES TO
 EJ0793'THE TOP OF A SMALL KNOLL AND MARK.  MARK IS LOCATED 0.9 MILE EAST OF
 EJ0793'THE INTERSECTION OF NATIONAL FOREST MAINTAINED ROADS NOS. 86, 94, AND
 EJ0793'207, ON THE TOP OF A SMALL KNOLL, 47 FEET WEST OF CENTERLINE OF A
 EJ0793'WATER TURNOUT LEADING NORTH, AND 32 FEET NORTH OF CENTERLINE OF ROAD.
 EJ0793'A USC AND GS CONCRETE MONUMENT WITH STANDARD DISK STAMPED U-244 1939,
 EJ0793'AND PROTRUDING 1.3 FEET ABOVE GROUND.
 EJ0793
 EJ0793                          STATION RECOVERY (1968)
 EJ0793
 EJ0793'RECOVERY NOTE BY US ENGINEERS 1968
 EJ0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1555 ***********************************************************************
 EH1555  DESIGNATION -  U 245
 EH1555  PID         -  EH1555
 EH1555  STATE/COUNTY-  AR/JEFFERSON
 EH1555  USGS QUAD   -  MOSCOW (1971)
 EH1555
 EH1555                         *CURRENT SURVEY CONTROL
 EH1555  ___________________________________________________________________
 EH1555* NAD 83(1986)-  34 10 10.     (N)    091 51 05.     (W)     SCALED    
 EH1555* NAVD 88     -        61.743  (meters)     202.57   (feet)  ADJUSTED  
 EH1555  ___________________________________________________________________
 EH1555  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH1555  DYNAMIC HT  -          61.683 (meters)     202.37  (feet)  COMP
 EH1555  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EH1555
 EH1555  VERT ORDER  -  FIRST     CLASS II
 EH1555
 EH1555.The horizontal coordinates were scaled from a topographic map and have
 EH1555.an estimated accuracy of +/- 6 seconds.
 EH1555
 EH1555.The orthometric height was determined by differential leveling
 EH1555.and adjusted by the National Geodetic Survey in June 1991..
 EH1555
 EH1555.The geoid height was determined by GEOID03.
 EH1555
 EH1555.The dynamic height is computed by dividing the NAVD 88
 EH1555.geopotential number by the normal gravity value computed on the
 EH1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1555.degrees latitude (g = 980.6199 gals.).
 EH1555
 EH1555.The modeled gravity was interpolated from observed gravity values.
 EH1555
 EH1555;                    North         East    Units  Estimated Accuracy
 EH1555;SPC AR S     -   566,690.      413,700.      MT  (+/- 180 meters Scaled)
 EH1555
 EH1555                          SUPERSEDED SURVEY CONTROL
 EH1555
 EH1555  NGVD 29 (??/??/??)   61.829  (m)          202.85   (f) ADJUSTED    1 2
 EH1555
 EH1555.Superseded values are not recommended for survey control.
 EH1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1555.See file dsdata.txt to determine how the superseded data were derived.
 EH1555
 EH1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT058815(NAD 83)
 EH1555_MARKER: DB = BENCH MARK DISK
 EH1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1555_STAMPING: U 245 1938
 EH1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1555+STABILITY: SURFACE MOTION
 EH1555
 EH1555  HISTORY     - Date     Condition        Report By
 EH1555  HISTORY     - 1938     MONUMENTED       CGS
 EH1555  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1555
 EH1555                          STATION DESCRIPTION
 EH1555
 EH1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1555'IN NOBLE LAKE.
 EH1555'AT NOBLE LAKE, JEFFERSON COUNTY, 8 POLES SOUTHEAST OF THE MISSOURI
 EH1555'PACIFIC RAILROAD STATION, 21 FEET WEST OF POLE 398+20, 83 FEET
 EH1555'NORTHWEST OF THE SECOND ROAD CROSSING SOUTH OF THE STATION, AND 30
 EH1555'FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED U 245 1938 AND
 EH1555'SET IN THE TOP OF A CONCRETE POST.
 EH1555
 EH1555                          STATION RECOVERY (1964)
 EH1555
 EH1555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0573 ***********************************************************************
 DL0573  DESIGNATION -  U 246
 DL0573  PID         -  DL0573
 DL0573  STATE/COUNTY-  AR/LAFAYETTE
 DL0573  USGS QUAD   -  BUCKNER (1968)
 DL0573
 DL0573                         *CURRENT SURVEY CONTROL
 DL0573  ___________________________________________________________________
 DL0573* NAD 83(1986)-  33 18 55.     (N)    093 29 53.     (W)     SCALED    
 DL0573* NAVD 88     -        78.516  (meters)     257.60   (feet)  ADJUSTED  
 DL0573  ___________________________________________________________________
 DL0573  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DL0573  DYNAMIC HT  -          78.432 (meters)     257.32  (feet)  COMP
 DL0573  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 DL0573
 DL0573  VERT ORDER  -  SECOND    CLASS 0
 DL0573
 DL0573.The horizontal coordinates were scaled from a topographic map and have
 DL0573.an estimated accuracy of +/- 6 seconds.
 DL0573
 DL0573.The orthometric height was determined by differential leveling
 DL0573.and adjusted by the National Geodetic Survey in June 1991..
 DL0573
 DL0573.The geoid height was determined by GEOID03.
 DL0573
 DL0573.The dynamic height is computed by dividing the NAVD 88
 DL0573.geopotential number by the normal gravity value computed on the
 DL0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0573.degrees latitude (g = 980.6199 gals.).
 DL0573
 DL0573.The modeled gravity was interpolated from observed gravity values.
 DL0573
 DL0573;                    North         East    Units  Estimated Accuracy
 DL0573;SPC AR S     -   472,960.      260,510.      MT  (+/- 180 meters Scaled)
 DL0573
 DL0573                          SUPERSEDED SURVEY CONTROL
 DL0573
 DL0573  NGVD 29 (??/??/92)   78.553  (m)          257.72   (f) ADJ UNCH    2 0
 DL0573
 DL0573.Superseded values are not recommended for survey control.
 DL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0573.See file dsdata.txt to determine how the superseded data were derived.
 DL0573
 DL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS536863(NAD 83)
 DL0573_MARKER: DB = BENCH MARK DISK
 DL0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0573_STAMPING: U 246 1938
 DL0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0573+STABILITY: SURFACE MOTION
 DL0573
 DL0573  HISTORY     - Date     Condition        Report By
 DL0573  HISTORY     - 1938     MONUMENTED       CGS
 DL0573  HISTORY     - 1963     GOOD             NGS
 DL0573  HISTORY     - 1965     POOR             USGS
 DL0573
 DL0573                          STATION DESCRIPTION
 DL0573
 DL0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0573'2.9 MI S FROM STAMPS.
 DL0573'2.9 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0573'STATION AT STAMPS, LAFAYETTE COUNTY, AT A ROAD CROSSING, 70 FEET
 DL0573'NORTHWEST OF POLE 25+28, 48 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DL0573'42 FEET WEST OF THE WEST RAIL, AND 3 FEET EAST OF THE RIGHT-OF-WAY
 DL0573'FENCE.  A STANDARD DISK, STAMPED U 246 1938 AND SET IN THE TOP OF A
 DL0573'CONCRETE POST.  NOTE-- NORTHWEST OF POLE 25+28, 48 FEET NORTH OF THE
 DL0573'CENTERLINE OF A ROAD, 42 FEET WEST OF THE WEST RAIL AND 3 FEET EAST OF
 DL0573'THE RIGHT OF WAY FENCE.
 DL0573
 DL0573                          STATION RECOVERY (1965)
 DL0573
 DL0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0573'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0540 ***********************************************************************
 FG0540  DESIGNATION -  U 247
 FG0540  PID         -  FG0540
 FG0540  STATE/COUNTY-  AR/VAN BUREN
 FG0540  USGS QUAD   -  BOTKINBURG (1965)
 FG0540
 FG0540                         *CURRENT SURVEY CONTROL
 FG0540  ___________________________________________________________________
 FG0540* NAD 83(1986)-  35 39 13.     (N)    092 36 16.     (W)     SCALED    
 FG0540* NAVD 88     -       443.439  (meters)    1454.85   (feet)  ADJUSTED  
 FG0540  ___________________________________________________________________
 FG0540  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0540  DYNAMIC HT  -         443.018 (meters)    1453.47  (feet)  COMP
 FG0540  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 FG0540
 FG0540  VERT ORDER  -  SECOND    CLASS 0
 FG0540
 FG0540.The horizontal coordinates were scaled from a topographic map and have
 FG0540.an estimated accuracy of +/- 6 seconds.
 FG0540
 FG0540.The orthometric height was determined by differential leveling
 FG0540.and adjusted by the National Geodetic Survey in June 1991..
 FG0540
 FG0540.The geoid height was determined by GEOID03.
 FG0540
 FG0540.The dynamic height is computed by dividing the NAVD 88
 FG0540.geopotential number by the normal gravity value computed on the
 FG0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0540.degrees latitude (g = 980.6199 gals.).
 FG0540
 FG0540.The modeled gravity was interpolated from observed gravity values.
 FG0540
 FG0540;                    North         East    Units  Estimated Accuracy
 FG0540;SPC AR N     -   146,640.      345,270.      MT  (+/- 180 meters Scaled)
 FG0540
 FG0540                          SUPERSEDED SURVEY CONTROL
 FG0540
 FG0540  NGVD 29 (??/??/92)  443.346  (m)         1454.54   (f) ADJ UNCH    2 0
 FG0540
 FG0540.Superseded values are not recommended for survey control.
 FG0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0540.See file dsdata.txt to determine how the superseded data were derived.
 FG0540
 FG0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV358456(NAD 83)
 FG0540_MARKER: DB = BENCH MARK DISK
 FG0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0540_STAMPING: U 247 1939
 FG0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0540+STABILITY: SURFACE MOTION
 FG0540
 FG0540  HISTORY     - Date     Condition        Report By
 FG0540  HISTORY     - 1939     MONUMENTED       CGS
 FG0540  HISTORY     - 1964     MARK NOT FOUND   NGS
 FG0540
 FG0540                          STATION DESCRIPTION
 FG0540
 FG0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FG0540'2.7 MI SE FROM COPELAND.
 FG0540'2.7 MILES SOUTHEAST ALONG STATE HIGHAY 16 FROM THE JUNCTION OF THE
 FG0540'DENNARD ROAD AT COPELAND, VAN BUREN COUNTY, 250 YARDS NORTHWEST OF THE
 FG0540'O. D. AUTTY FARMHOUSE, 180 FEET WEST OF A CONCRETE CULVERT, AT THE TOP
 FG0540'OF A STEEP GRADE, AND 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 FG0540'A STANDARD DISK, STAMPED U 247 1939 AND SET IN THE TOP OF A CONCRETE
 FG0540'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0879 ***********************************************************************
 DK0879  DESIGNATION -  U 248
 DK0879  PID         -  DK0879
 DK0879  STATE/COUNTY-  AR/DESHA
 DK0879  USGS QUAD   -  DUMAS (1969)
 DK0879
 DK0879                         *CURRENT SURVEY CONTROL
 DK0879  ___________________________________________________________________
 DK0879* NAD 83(1986)-  33 55 46.     (N)    091 24 16.     (W)     SCALED    
 DK0879* NAVD 88     -        47.130  (meters)     154.63   (feet)  ADJUSTED  
 DK0879  ___________________________________________________________________
 DK0879  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0879  DYNAMIC HT  -          47.084 (meters)     154.47  (feet)  COMP
 DK0879  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 DK0879
 DK0879  VERT ORDER  -  FIRST     CLASS II
 DK0879
 DK0879.The horizontal coordinates were scaled from a topographic map and have
 DK0879.an estimated accuracy of +/- 6 seconds.
 DK0879
 DK0879.The orthometric height was determined by differential leveling
 DK0879.and adjusted by the National Geodetic Survey in June 1991..
 DK0879
 DK0879.The geoid height was determined by GEOID03.
 DK0879
 DK0879.The dynamic height is computed by dividing the NAVD 88
 DK0879.geopotential number by the normal gravity value computed on the
 DK0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0879.degrees latitude (g = 980.6199 gals.).
 DK0879
 DK0879.The modeled gravity was interpolated from observed gravity values.
 DK0879
 DK0879;                    North         East    Units  Estimated Accuracy
 DK0879;SPC AR S     -   540,220.      455,060.      MT  (+/- 180 meters Scaled)
 DK0879
 DK0879                          SUPERSEDED SURVEY CONTROL
 DK0879
 DK0879  NGVD 29 (??/??/??)   47.264  (m)          155.07   (f) ADJUSTED    1 2
 DK0879
 DK0879.Superseded values are not recommended for survey control.
 DK0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0879.See file dsdata.txt to determine how the superseded data were derived.
 DK0879
 DK0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT474554(NAD 83)
 DK0879_MARKER: DB = BENCH MARK DISK
 DK0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0879_STAMPING: U 248 1940
 DK0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0879+STABILITY: SURFACE MOTION
 DK0879
 DK0879  HISTORY     - Date     Condition        Report By
 DK0879  HISTORY     - 1940     MONUMENTED       CGS
 DK0879  HISTORY     - 1955     GOOD             CGS
 DK0879  HISTORY     - 1976     MARK NOT FOUND   NGS
 DK0879
 DK0879                          STATION DESCRIPTION
 DK0879
 DK0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0879'6.8 MI NE FROM DUMAS.
 DK0879'6.35 MILES NORTHEAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT
 DK0879'DUMAS, THENCE 0.45 MILE NORTH ALONG A GRAVELED ROAD, AT THE SOUTH END
 DK0879'OF A CURVE IN THE ROAD, 37 FEET WEST OF THE CENTER LINE OF A GRAVELED
 DK0879'ROAD, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DK0879'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- MARKS MAY BE
 DK0879'COVERED BY TREE STUMPS.
 DK0879
 DK0879                          STATION RECOVERY (1976)
 DK0879
 DK0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1581 ***********************************************************************
 EH1581  DESIGNATION -  U 249
 EH1581  PID         -  EH1581
 EH1581  STATE/COUNTY-  AR/LINCOLN
 EH1581  USGS QUAD   -  GRADY (1975)
 EH1581
 EH1581                         *CURRENT SURVEY CONTROL
 EH1581  ___________________________________________________________________
 EH1581* NAD 83(1986)-  34 06 18.     (N)    091 42 00.     (W)     SCALED    
 EH1581* NAVD 88     -        53.961  (meters)     177.04   (feet)  ADJUSTED  
 EH1581  ___________________________________________________________________
 EH1581  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EH1581  DYNAMIC HT  -          53.908 (meters)     176.86  (feet)  COMP
 EH1581  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 EH1581
 EH1581  VERT ORDER  -  SECOND    CLASS 0
 EH1581
 EH1581.The horizontal coordinates were scaled from a topographic map and have
 EH1581.an estimated accuracy of +/- 6 seconds.
 EH1581
 EH1581.The orthometric height was determined by differential leveling
 EH1581.and adjusted by the National Geodetic Survey in June 1991..
 EH1581
 EH1581.The geoid height was determined by GEOID03.
 EH1581
 EH1581.The dynamic height is computed by dividing the NAVD 88
 EH1581.geopotential number by the normal gravity value computed on the
 EH1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1581.degrees latitude (g = 980.6199 gals.).
 EH1581
 EH1581.The modeled gravity was interpolated from observed gravity values.
 EH1581
 EH1581;                    North         East    Units  Estimated Accuracy
 EH1581;SPC AR S     -   559,570.      427,680.      MT  (+/- 180 meters Scaled)
 EH1581
 EH1581                          SUPERSEDED SURVEY CONTROL
 EH1581
 EH1581  NGVD 29 (??/??/??)   54.037  (m)          177.29   (f) ADJUSTED    2 0
 EH1581
 EH1581.Superseded values are not recommended for survey control.
 EH1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1581.See file dsdata.txt to determine how the superseded data were derived.
 EH1581
 EH1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT199745(NAD 83)
 EH1581_MARKER: DB = BENCH MARK DISK
 EH1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1581_STAMPING: U 249 1940
 EH1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1581+STABILITY: SURFACE MOTION
 EH1581
 EH1581  HISTORY     - Date     Condition        Report By
 EH1581  HISTORY     - 1940     MONUMENTED       CGS
 EH1581  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1581
 EH1581                          STATION DESCRIPTION
 EH1581
 EH1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1581'1.8 MI N FROM GRADY.
 EH1581'FROM THE RAILROAD STATION AT GRADY, PROCEED ALONG GRAVELED ROAD
 EH1581'TOWARDS THE LEVEE, GO 1.8 MILES.  BENCH MARK IS STANDARD DISK IN
 EH1581'PRE-CAST CONCRETE POST PROJECTING ABOUT 5 INCHES.  27 FEET SOUTHWEST
 EH1581'OF SOUTHWEST CORNER OF PORCH OF UNPAINTED HOUSE.  26 FEET TOWARDS
 EH1581'HOUSE (EAST) FROM CENTER LINE OF ROAD.  10 FEET TOWARDS GRADY (SOUTH)
 EH1581'FROM 3 FOOT REDOAK TREE.  A 4 X 4 INCH CYPRESS POST PAINTED WHITE
 EH1581'PROJECTING 18 INCHES IS 5.5 FEET AT 175 DEG MAGNETIC FROM BENCH MARK.
 EH1581
 EH1581                          STATION RECOVERY (1964)
 EH1581
 EH1581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0276 ***********************************************************************
 GE0276  DESIGNATION -  U 25
 GE0276  PID         -  GE0276
 GE0276  STATE/COUNTY-  AR/RANDOLPH
 GE0276  USGS QUAD   -  REYNO (1980)
 GE0276
 GE0276                         *CURRENT SURVEY CONTROL
 GE0276  ___________________________________________________________________
 GE0276* NAD 83(1986)-  36 19 54.     (N)    090 48 24.     (W)     SCALED    
 GE0276* NAVD 88     -        87.723  (meters)     287.80   (feet)  ADJUSTED  
 GE0276  ___________________________________________________________________
 GE0276  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GE0276  DYNAMIC HT  -          87.653 (meters)     287.57  (feet)  COMP
 GE0276  MODELED GRAV-     979,831.6   (mgal)                       NAVD 88
 GE0276
 GE0276  VERT ORDER  -  FIRST     CLASS II
 GE0276
 GE0276.The horizontal coordinates were scaled from a topographic map and have
 GE0276.an estimated accuracy of +/- 6 seconds.
 GE0276
 GE0276.The orthometric height was determined by differential leveling
 GE0276.and adjusted by the National Geodetic Survey in June 1991..
 GE0276
 GE0276.The geoid height was determined by GEOID03.
 GE0276
 GE0276.The dynamic height is computed by dividing the NAVD 88
 GE0276.geopotential number by the normal gravity value computed on the
 GE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0276.degrees latitude (g = 980.6199 gals.).
 GE0276
 GE0276.The modeled gravity was interpolated from observed gravity values.
 GE0276
 GE0276;                    North         East    Units  Estimated Accuracy
 GE0276;SPC AR N     -   222,360.      507,140.      MT  (+/- 180 meters Scaled)
 GE0276
 GE0276                          SUPERSEDED SURVEY CONTROL
 GE0276
 GE0276  NGVD 29 (??/??/92)   87.675  (m)          287.65   (f) ADJ UNCH    1 2
 GE0276
 GE0276.Superseded values are not recommended for survey control.
 GE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0276.See file dsdata.txt to determine how the superseded data were derived.
 GE0276
 GE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA968229(NAD 83)
 GE0276_MARKER: DB = BENCH MARK DISK
 GE0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0276_SP_SET: WINDOW SILL
 GE0276_STAMPING: 287.657 U 25 1932
 GE0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0276
 GE0276  HISTORY     - Date     Condition        Report By
 GE0276  HISTORY     - 1932     MONUMENTED       CGS
 GE0276  HISTORY     - 1934     GOOD             NGS
 GE0276  HISTORY     - 20020914 MARK NOT FOUND   USACE
 GE0276
 GE0276                          STATION DESCRIPTION
 GE0276
 GE0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0276'AT BIGGERS.
 GE0276'AT BIGGERS, RANDOLPH COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GE0276'RAILWAY, 100 YARDS SOUTH OF THE STATION, 125 FEET WEST OF THE
 GE0276'TRACK, 10 FEET WEST OF U.S. HIGHWAY 67, ON MAIN STREET, AT A
 GE0276'BUILDING OCCUPIED IN 1932 BY TOMS POOL HALL, AND IN THE CONCRETE
 GE0276'SILL UNDER THE SOUTH WINDOW.  A STANDARD DISK, STAMPED 287.657
 GE0276'U 25 1932.
 GE0276
 GE0276                          STATION RECOVERY (2002)
 GE0276
 GE0276'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0166 ***********************************************************************
 EJ0166  DESIGNATION -  U 250
 EJ0166  PID         -  EJ0166
 EJ0166  STATE/COUNTY-  AR/PULASKI
 EJ0166  USGS QUAD   -  WOODSON (1987)
 EJ0166
 EJ0166                         *CURRENT SURVEY CONTROL
 EJ0166  ___________________________________________________________________
 EJ0166* NAD 83(1986)-  34 36 06.     (N)    092 12 29.     (W)     SCALED    
 EJ0166* NAVD 88     -        72.297  (meters)     237.19   (feet)  ADJUSTED  
 EJ0166  ___________________________________________________________________
 EJ0166  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ0166  DYNAMIC HT  -          72.228 (meters)     236.97  (feet)  COMP
 EJ0166  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 EJ0166
 EJ0166  VERT ORDER  -  SECOND    CLASS 0
 EJ0166
 EJ0166.The horizontal coordinates were scaled from a topographic map and have
 EJ0166.an estimated accuracy of +/- 6 seconds.
 EJ0166
 EJ0166.The orthometric height was determined by differential leveling
 EJ0166.and adjusted by the National Geodetic Survey in June 1991..
 EJ0166
 EJ0166.The geoid height was determined by GEOID03.
 EJ0166
 EJ0166.The dynamic height is computed by dividing the NAVD 88
 EJ0166.geopotential number by the normal gravity value computed on the
 EJ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0166.degrees latitude (g = 980.6199 gals.).
 EJ0166
 EJ0166.The modeled gravity was interpolated from observed gravity values.
 EJ0166
 EJ0166;                    North         East    Units  Estimated Accuracy
 EJ0166;SPC AR S     -   614,640.      380,920.      MT  (+/- 180 meters Scaled)
 EJ0166
 EJ0166                          SUPERSEDED SURVEY CONTROL
 EJ0166
 EJ0166  NGVD 29 (??/??/92)   72.339  (m)          237.33   (f) ADJ UNCH    2 0
 EJ0166
 EJ0166.Superseded values are not recommended for survey control.
 EJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0166.See file dsdata.txt to determine how the superseded data were derived.
 EJ0166
 EJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU726291(NAD 83)
 EJ0166_MARKER: DB = BENCH MARK DISK
 EJ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0166_STAMPING: U 250 1940
 EJ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0166+STABILITY: SURFACE MOTION
 EJ0166
 EJ0166  HISTORY     - Date     Condition        Report By
 EJ0166  HISTORY     - 1940     MONUMENTED       CGS
 EJ0166  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0166  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0166  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0166
 EJ0166                          STATION DESCRIPTION
 EJ0166
 EJ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0166'0.8 MI E FROM WRIGHTSVILLE.
 EJ0166'FROM RAILROAD STATION IN WRIGHTSVILLE, PROCEED ALONG GRAVELED ROAD
 EJ0166'TOWARDS NEGRO BOYS INDUSTRIAL SCHOOL, GO 0.8 MILE.  BENCH MARK IS
 EJ0166'STANDARD DISK IN PRE-CAST CONCRETE POST PROJECTING 5 INCHES.  130 FEET
 EJ0166'EAST AND ACROSS ROAD FROM ENTRANCE INTO FARM HOUSE.  75 FEET TOWARDS
 EJ0166'NEGRO BOYS INDUSTRIAL SCHOOL (EAST) FROM TWO 15 INCH TILE CULVERTS
 EJ0166'UNDER ROAD.  25 FEET SOUTH OF CENTER LINE OF ROAD.  IN LINE WITH
 EJ0166'TELEPHONE POLES, 6 FEET EAST OF TELEPHONE POLE.  A 4 X 4 INCH CYPRESS
 EJ0166'POST PAINTED WHITE IS 4 FEET AT 90 DEG MAGNETIC FROM BENCH MARK.
 EJ0166
 EJ0166                          STATION RECOVERY (1960)
 EJ0166
 EJ0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0166'MARK NOT FOUND.
 EJ0166
 EJ0166                          STATION RECOVERY (1988)
 EJ0166
 EJ0166'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ0166'MARK NOT FOUND.
 EJ0166
 EJ0166                          STATION RECOVERY (1990)
 EJ0166
 EJ0166'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0594 ***********************************************************************
 EJ0594  DESIGNATION -  U 251
 EJ0594  PID         -  EJ0594
 EJ0594  STATE/COUNTY-  AR/JEFFERSON
 EJ0594  USGS QUAD   -  WHITE HALL (1984)
 EJ0594
 EJ0594                         *CURRENT SURVEY CONTROL
 EJ0594  ___________________________________________________________________
 EJ0594* NAD 83(1986)-  34 21 36.     (N)    092 03 16.     (W)     SCALED    
 EJ0594* NAVD 88     -        66.684  (meters)     218.78   (feet)  ADJUSTED  
 EJ0594  ___________________________________________________________________
 EJ0594  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EJ0594  DYNAMIC HT  -          66.620 (meters)     218.57  (feet)  COMP
 EJ0594  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 EJ0594
 EJ0594  VERT ORDER  -  SECOND    CLASS 0
 EJ0594
 EJ0594.The horizontal coordinates were scaled from a topographic map and have
 EJ0594.an estimated accuracy of +/- 6 seconds.
 EJ0594
 EJ0594.The orthometric height was determined by differential leveling
 EJ0594.and adjusted by the National Geodetic Survey in June 1991..
 EJ0594
 EJ0594.The geoid height was determined by GEOID03.
 EJ0594
 EJ0594.The dynamic height is computed by dividing the NAVD 88
 EJ0594.geopotential number by the normal gravity value computed on the
 EJ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0594.degrees latitude (g = 980.6199 gals.).
 EJ0594
 EJ0594.The modeled gravity was interpolated from observed gravity values.
 EJ0594
 EJ0594;                    North         East    Units  Estimated Accuracy
 EJ0594;SPC AR S     -   587,810.      394,990.      MT  (+/- 180 meters Scaled)
 EJ0594
 EJ0594                          SUPERSEDED SURVEY CONTROL
 EJ0594
 EJ0594  NGVD 29 (??/??/92)   66.718  (m)          218.89   (f) ADJ UNCH    2 0
 EJ0594
 EJ0594.Superseded values are not recommended for survey control.
 EJ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0594.See file dsdata.txt to determine how the superseded data were derived.
 EJ0594
 EJ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU869024(NAD 83)
 EJ0594_MARKER: DB = BENCH MARK DISK
 EJ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0594_STAMPING: U 251 1940
 EJ0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0594+STABILITY: SURFACE MOTION
 EJ0594
 EJ0594  HISTORY     - Date     Condition        Report By
 EJ0594  HISTORY     - 1940     MONUMENTED       CGS
 EJ0594  HISTORY     - 1970     MARK NOT FOUND   USGS
 EJ0594
 EJ0594                          STATION DESCRIPTION
 EJ0594
 EJ0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0594'2.9 MI S FROM WRIGHT.
 EJ0594'2.9 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0594'WRIGHT, JEFFERSON COUNTY, 2.5 MILES ALONG A DIRT COUNTY ROAD
 EJ0594'PARALLELING THE LEVEE, AT A CURVE, 61 FEET NORTH OF THE TOE OF THE
 EJ0594'LEVEE, 42 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13.5 FEET
 EJ0594'SOUTHWEST OF THE SOUTHWEST CORNER OF A GREEN TENANT HOUSE, 12.5 FEET
 EJ0594'NORTH OF A GARDEN CORNER FENCE POST, AND 2.5 FEET EAST OF THE FENCE. A
 EJ0594'STANDARD DISK, STAMPED U 251 1940 AND SET IN THE TOP OF A CONCRETE
 EJ0594'POST PROJECTING 4 INCHES ABOVE GROUND.
 EJ0594
 EJ0594                          STATION RECOVERY (1970)
 EJ0594
 EJ0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EJ0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0189 ***********************************************************************
 EJ0189  DESIGNATION -  U 252
 EJ0189  PID         -  EJ0189
 EJ0189  STATE/COUNTY-  AR/PULASKI
 EJ0189  USGS QUAD   -  SWEET HOME (1986)
 EJ0189
 EJ0189                         *CURRENT SURVEY CONTROL
 EJ0189  ___________________________________________________________________
 EJ0189* NAD 83(1986)-  34 37 48.     (N)    092 07 53.     (W)     SCALED    
 EJ0189* NAVD 88     -        72.897  (meters)     239.16   (feet)  ADJUSTED  
 EJ0189  ___________________________________________________________________
 EJ0189  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EJ0189  DYNAMIC HT  -          72.828 (meters)     238.94  (feet)  COMP
 EJ0189  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 EJ0189
 EJ0189  VERT ORDER  -  SECOND    CLASS 0
 EJ0189
 EJ0189.The horizontal coordinates were scaled from a topographic map and have
 EJ0189.an estimated accuracy of +/- 6 seconds.
 EJ0189
 EJ0189.The orthometric height was determined by differential leveling
 EJ0189.and adjusted by the National Geodetic Survey in June 1991..
 EJ0189
 EJ0189.The geoid height was determined by GEOID03.
 EJ0189
 EJ0189.The dynamic height is computed by dividing the NAVD 88
 EJ0189.geopotential number by the normal gravity value computed on the
 EJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0189.degrees latitude (g = 980.6199 gals.).
 EJ0189
 EJ0189.The modeled gravity was interpolated from observed gravity values.
 EJ0189
 EJ0189;                    North         East    Units  Estimated Accuracy
 EJ0189;SPC AR S     -   617,770.      387,950.      MT  (+/- 180 meters Scaled)
 EJ0189
 EJ0189                          SUPERSEDED SURVEY CONTROL
 EJ0189
 EJ0189  NGVD 29 (??/??/92)   72.934  (m)          239.28   (f) ADJ UNCH    2 0
 EJ0189
 EJ0189.Superseded values are not recommended for survey control.
 EJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0189.See file dsdata.txt to determine how the superseded data were derived.
 EJ0189
 EJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU796323(NAD 83)
 EJ0189_MARKER: DB = BENCH MARK DISK
 EJ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0189_STAMPING: U 252 1940
 EJ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0189+STABILITY: SURFACE MOTION
 EJ0189
 EJ0189  HISTORY     - Date     Condition        Report By
 EJ0189  HISTORY     - 1940     MONUMENTED       CGS
 EJ0189  HISTORY     - 198505   MARK NOT FOUND   USGS
 EJ0189  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0189
 EJ0189                          STATION DESCRIPTION
 EJ0189
 EJ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0189'1.3 MI S FROM SCOTT.
 EJ0189'1.3 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM SCOTT, PULASKI COUNTY,
 EJ0189'1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO A SMALL WHITE CHURCH,
 EJ0189'0.5 MILE SOUTH ALONG A DIRT ROAD LEADING TO A LARGE GREEN HOUSE, 0.8
 EJ0189'MILE WEST ALONG A DIRT ROAD, 3.6 MILES SOUTH ALONG A ROAD PARALLELING
 EJ0189'THE LEVEE AND LEADING TO GEORGETOWN LANDING, 135 FEET SOUTH OF THE
 EJ0189'CENTERLINE OF AN EAST-AND-WEST ROAD, 50 FEET EAST OF THE CENTERLINE OF
 EJ0189'THE LEVEE, 33 FEET WEST OF THE CENTERLINE OF THE FARM ROAD PARALLELING
 EJ0189'THE LEVEE, AND 3 FEET NORTH OF A 4 BY 4-INCH WHITE POST PROJECTING 18
 EJ0189'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED U 252 1940 AND SET IN
 EJ0189'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 EJ0189
 EJ0189                          STATION RECOVERY (1985)
 EJ0189
 EJ0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0189'MARK NOT FOUND.
 EJ0189
 EJ0189                          STATION RECOVERY (1989)
 EJ0189
 EJ0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1101 ***********************************************************************
 FG1101  DESIGNATION -  U 253 RESET
 FG1101  PID         -  FG1101
 FG1101  STATE/COUNTY-  AR/LOGAN
 FG1101  USGS QUAD   -  NEW BLAINE (1993)
 FG1101
 FG1101                         *CURRENT SURVEY CONTROL
 FG1101  ___________________________________________________________________
 FG1101* NAD 83(1986)-  35 16 56.     (N)    093 22 51.     (W)     SCALED    
 FG1101* NAVD 88     -       123.34   (meters)     404.7    (feet)  RESET     
 FG1101  ___________________________________________________________________
 FG1101  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FG1101
 FG1101  VERT ORDER  -  THIRD
 FG1101
 FG1101.The horizontal coordinates were scaled from a topographic map and have
 FG1101.an estimated accuracy of +/- 6 seconds.
 FG1101
 FG1101.The orthometric height was computed from unverified reset data.
 FG1101
 FG1101.The geoid height was determined by GEOID03.
 FG1101
 FG1101;                    North         East    Units  Estimated Accuracy
 FG1101;SPC AR N     -   106,150.      274,390.      MT  (+/- 180 meters Scaled)
 FG1101
 FG1101                          SUPERSEDED SURVEY CONTROL
 FG1101
 FG1101.No superseded survey control is available for this station.
 FG1101
 FG1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV653044(NAD 83)
 FG1101_MARKER: DB = BENCH MARK DISK
 FG1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1101_STAMPING: U 253 RESET 1966
 FG1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1101+STABILITY: SURFACE MOTION
 FG1101
 FG1101  HISTORY     - Date     Condition        Report By
 FG1101  HISTORY     - 1966     MONUMENTED       CGS
 FG1101
 FG1101                          STATION DESCRIPTION
 FG1101
 FG1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FG1101'2.2 MI E FROM NEW BLAINE.
 FG1101'2.2 MILES EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT NEW
 FG1101'BLAINE, ABOUT 75 YARDS EAST OF THE WEST FORK OF MILL CREEK, 60 FEET
 FG1101'NORTH OF THE CENTER OF STATE HIGHWAY 22, 34 FEET EAST OF A FENCE
 FG1101'CORNER, 1.5 FEET EAST OF A METAL WITNESS POST, 1 FOOT SOUTH OF A
 FG1101'FENCE, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 FG1101'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1223 ***********************************************************************
 FG1223  DESIGNATION -  U 254
 FG1223  PID         -  FG1223
 FG1223  STATE/COUNTY-  AR/LOGAN
 FG1223  USGS QUAD   -  PARIS (1993)
 FG1223
 FG1223                         *CURRENT SURVEY CONTROL
 FG1223  ___________________________________________________________________
 FG1223* NAD 83(1986)-  35 21 57.     (N)    093 38 23.     (W)     SCALED    
 FG1223* NAVD 88     -       123.450  (meters)     405.02   (feet)  ADJUSTED  
 FG1223  ___________________________________________________________________
 FG1223  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FG1223  DYNAMIC HT  -         123.334 (meters)     404.64  (feet)  COMP
 FG1223  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 FG1223
 FG1223  VERT ORDER  -  SECOND    CLASS 0
 FG1223
 FG1223.The horizontal coordinates were scaled from a topographic map and have
 FG1223.an estimated accuracy of +/- 6 seconds.
 FG1223
 FG1223.The orthometric height was determined by differential leveling
 FG1223.and adjusted by the National Geodetic Survey in June 1991..
 FG1223
 FG1223.The geoid height was determined by GEOID03.
 FG1223
 FG1223.The dynamic height is computed by dividing the NAVD 88
 FG1223.geopotential number by the normal gravity value computed on the
 FG1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1223.degrees latitude (g = 980.6199 gals.).
 FG1223
 FG1223.The modeled gravity was interpolated from observed gravity values.
 FG1223
 FG1223;                    North         East    Units  Estimated Accuracy
 FG1223;SPC AR N     -   115,790.      251,000.      MT  (+/- 180 meters Scaled)
 FG1223
 FG1223                          SUPERSEDED SURVEY CONTROL
 FG1223
 FG1223  NGVD 29 (??/??/92)  123.410  (m)          404.89   (f) ADJ UNCH    2 0
 FG1223
 FG1223.Superseded values are not recommended for survey control.
 FG1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1223.See file dsdata.txt to determine how the superseded data were derived.
 FG1223
 FG1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV418138(NAD 83)
 FG1223_MARKER: DB = BENCH MARK DISK
 FG1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1223_STAMPING: U 254 1940
 FG1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1223+STABILITY: SURFACE MOTION
 FG1223
 FG1223  HISTORY     - Date     Condition        Report By
 FG1223  HISTORY     - 1940     MONUMENTED       CGS
 FG1223  HISTORY     - 1959     GOOD             NGS
 FG1223
 FG1223                          STATION DESCRIPTION
 FG1223
 FG1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1223'5.6 MI NE FROM KALAMAZOO.
 FG1223'THIS MARK IS ABOUT 0.1 MILE SOUTH AND 0.5 MILE EAST FORM A BRIDGE OVER
 FG1223'SIX MILE CREEK.  THE MARK IS 21 FEET WEST OF THE CENTER OF THE ROAD
 FG1223'INSTEAD OF EAST AS DESCRIBED IN LITHOGRAPHED LIST REPRINTED 2-17-58.
 FG1223'0.9 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM KALAMOZOO, THENCE 0.7 MILE
 FG1223'NORTH AND 0.3 MILE EAST ALONG THE ROAD, THENCE 0.7 MILE EAST ALONG A
 FG1223'DIRT ROAD, THENCE 0.5 MILE NORTH AND 1.0 MILE EAST TO A ROAD FORK AND
 FG1223'A BEND IN THE LEVEE, THENCE 0.5 MILE SOUTH ALONG A ROAD LEADING OVER A
 FG1223'CREEK, AND THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD. ON THE TOP
 FG1223'OF A SMALL HILL, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 FG1223'WEST OF A WIRE FENCE, AND 3.5 FEET NORTH OF A WHITE WOODEN WITNESS
 FG1223'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0196 ***********************************************************************
 FH0196  DESIGNATION -  U 256
 FH0196  PID         -  FH0196
 FH0196  STATE/COUNTY-  AR/SEBASTIAN
 FH0196  USGS QUAD   -  LAVACA (1997)
 FH0196
 FH0196                         *CURRENT SURVEY CONTROL
 FH0196  ___________________________________________________________________
 FH0196* NAD 83(1986)-  35 20 22.     (N)    094 11 29.     (W)     SCALED    
 FH0196* NAVD 88     -       130.336  (meters)     427.61   (feet)  ADJUSTED  
 FH0196  ___________________________________________________________________
 FH0196  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FH0196  DYNAMIC HT  -         130.214 (meters)     427.21  (feet)  COMP
 FH0196  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 FH0196
 FH0196  VERT ORDER  -  SECOND    CLASS 0
 FH0196
 FH0196.The horizontal coordinates were scaled from a topographic map and have
 FH0196.an estimated accuracy of +/- 6 seconds.
 FH0196
 FH0196.The orthometric height was determined by differential leveling
 FH0196.and adjusted by the National Geodetic Survey in June 1991..
 FH0196
 FH0196.The geoid height was determined by GEOID03.
 FH0196
 FH0196.The dynamic height is computed by dividing the NAVD 88
 FH0196.geopotential number by the normal gravity value computed on the
 FH0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0196.degrees latitude (g = 980.6199 gals.).
 FH0196
 FH0196.The modeled gravity was interpolated from observed gravity values.
 FH0196
 FH0196;                    North         East    Units  Estimated Accuracy
 FH0196;SPC AR N     -   113,840.      200,810.      MT  (+/- 180 meters Scaled)
 FH0196
 FH0196                          SUPERSEDED SURVEY CONTROL
 FH0196
 FH0196  NGVD 29 (??/??/92)  130.237  (m)          427.29   (f) ADJ UNCH    2 0
 FH0196
 FH0196.Superseded values are not recommended for survey control.
 FH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0196.See file dsdata.txt to determine how the superseded data were derived.
 FH0196
 FH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV917113(NAD 83)
 FH0196_MARKER: DB = BENCH MARK DISK
 FH0196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0196_STAMPING: U 256 1940
 FH0196_MARK LOGO: CGS   
 FH0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0196+STABILITY: SURFACE MOTION
 FH0196
 FH0196  HISTORY     - Date     Condition        Report By
 FH0196  HISTORY     - 1940     MONUMENTED       CGS
 FH0196  HISTORY     - 1959     GOOD             NGS
 FH0196  HISTORY     - 1984     GOOD             NGS
 FH0196
 FH0196                          STATION DESCRIPTION
 FH0196
 FH0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0196'1 MI W FROM LAVACA.
 FH0196'1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FH0196'STATION AT LAVACA, ABOUT 720 FEET EAST OF A GRAVEL-ROAD CROSSING,
 FH0196'AT A CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST
 FH0196'END OF THE SOUTH HEADWALL, AND 11 FEET SOUTH OF THE CENTERLINE
 FH0196'OF THE TRACK.  NOTE-- BETWEEN THE SECOND AND THIRD POLE EAST OF
 FH0196'MILEPOST 525.
 FH0196
 FH0196                          STATION RECOVERY (1984)
 FH0196
 FH0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0196'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 FH0196'THE MARK IS 0.61 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1130 ***********************************************************************
 DL1130  DESIGNATION -  U 258
 DL1130  PID         -  DL1130
 DL1130  STATE/COUNTY-  AR/MILLER
 DL1130  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1130
 DL1130                         *CURRENT SURVEY CONTROL
 DL1130  ___________________________________________________________________
 DL1130* NAD 83(1986)-  33 12 14.     (N)    093 45 25.     (W)     SCALED    
 DL1130* NAVD 88     -        66.075  (meters)     216.78   (feet)  ADJUSTED  
 DL1130  ___________________________________________________________________
 DL1130  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DL1130  DYNAMIC HT  -          66.003 (meters)     216.54  (feet)  COMP
 DL1130  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 DL1130
 DL1130  VERT ORDER  -  FIRST     CLASS I
 DL1130
 DL1130.The horizontal coordinates were scaled from a topographic map and have
 DL1130.an estimated accuracy of +/- 6 seconds.
 DL1130
 DL1130.The orthometric height was determined by differential leveling
 DL1130.and adjusted by the National Geodetic Survey in June 1991..
 DL1130
 DL1130.The geoid height was determined by GEOID03.
 DL1130
 DL1130.The dynamic height is computed by dividing the NAVD 88
 DL1130.geopotential number by the normal gravity value computed on the
 DL1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1130.degrees latitude (g = 980.6199 gals.).
 DL1130
 DL1130.The modeled gravity was interpolated from observed gravity values.
 DL1130
 DL1130;                    North         East    Units  Estimated Accuracy
 DL1130;SPC AR S     -   460,990.      236,190.      MT  (+/- 180 meters Scaled)
 DL1130
 DL1130                          SUPERSEDED SURVEY CONTROL
 DL1130
 DL1130  NGVD 29 (??/??/??)   66.103  (m)          216.87   (f) ADJUSTED    1 1
 DL1130
 DL1130.Superseded values are not recommended for survey control.
 DL1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1130.See file dsdata.txt to determine how the superseded data were derived.
 DL1130
 DL1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS294741(NAD 83)
 DL1130_MARKER: DB = BENCH MARK DISK
 DL1130_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1130+WITH SETTING: INTO GROUND
 DL1130_SP_SET: METAL ROD WITH BASE PLATE
 DL1130_STAMPING: U 258 1977
 DL1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1130+STABILITY: SURFACE MOTION
 DL1130
 DL1130  HISTORY     - Date     Condition        Report By
 DL1130  HISTORY     - 1977     MONUMENTED       NGS
 DL1130
 DL1130                          STATION DESCRIPTION
 DL1130
 DL1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1130'17.3 MI SW FROM GARLAND.
 DL1130'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1130'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1130'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1130'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO
 DL1130'A T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG A GRAVEL
 DL1130'ROAD TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG GRAVEL ROAD
 DL1130'TO A T JUNCTION, THENCE 3.7 MILES EAST AND SOUTHERLY ALONG
 DL1130'GRAVEL ROAD TO A T JUNCTION, THENCE 3.0 MILES SOUTH AND
 DL1130'SOUTHWESTERLY ALONG GRAVEL ROAD, 38 FEET WEST OF THE CENTER OF
 DL1130'METAL GATE ON TOP OF LEVEE, 26 FEET EAST OF CENTER OF ROAD, 3
 DL1130'FEET SOUTHEAST OF FENCE CORNER, AND 3 FEET EAST OF A FENCE AT
 DL1130'TOE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1101 ***********************************************************************
 DL1101  DESIGNATION -  U 259
 DL1101  PID         -  DL1101
 DL1101  STATE/COUNTY-  AR/MILLER
 DL1101  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1101
 DL1101                         *CURRENT SURVEY CONTROL
 DL1101  ___________________________________________________________________
 DL1101* NAD 83(1986)-  33 03 00.     (N)    093 51 34.     (W)     SCALED    
 DL1101* NAVD 88     -        75.830  (meters)     248.79   (feet)  ADJUSTED  
 DL1101  ___________________________________________________________________
 DL1101  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL1101  DYNAMIC HT  -          75.747 (meters)     248.51  (feet)  COMP
 DL1101  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 DL1101
 DL1101  VERT ORDER  -  FIRST     CLASS I
 DL1101
 DL1101.The horizontal coordinates were scaled from a topographic map and have
 DL1101.an estimated accuracy of +/- 6 seconds.
 DL1101
 DL1101.The orthometric height was determined by differential leveling
 DL1101.and adjusted by the National Geodetic Survey in June 1991..
 DL1101
 DL1101.The geoid height was determined by GEOID03.
 DL1101
 DL1101.The dynamic height is computed by dividing the NAVD 88
 DL1101.geopotential number by the normal gravity value computed on the
 DL1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1101.degrees latitude (g = 980.6199 gals.).
 DL1101
 DL1101.The modeled gravity was interpolated from observed gravity values.
 DL1101
 DL1101;                    North         East    Units  Estimated Accuracy
 DL1101;SPC AR S     -   444,100.      226,330.      MT  (+/- 180 meters Scaled)
 DL1101
 DL1101                          SUPERSEDED SURVEY CONTROL
 DL1101
 DL1101  NGVD 29 (??/??/??)   75.867  (m)          248.91   (f) ADJUSTED    1 1
 DL1101
 DL1101.Superseded values are not recommended for survey control.
 DL1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1101.See file dsdata.txt to determine how the superseded data were derived.
 DL1101
 DL1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS197571(NAD 83)
 DL1101_MARKER: DB = BENCH MARK DISK
 DL1101_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1101+WITH SETTING: INTO GROUND
 DL1101_SP_SET: METAL ROD WITH BASE PLATE
 DL1101_STAMPING: U 259 1977
 DL1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1101+STABILITY: SURFACE MOTION
 DL1101
 DL1101  HISTORY     - Date     Condition        Report By
 DL1101  HISTORY     - 1977     MONUMENTED       NGS
 DL1101
 DL1101                          STATION DESCRIPTION
 DL1101
 DL1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1101'5.8 MI SE FROM DODDRIDGE.
 DL1101'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1101'U.S. HIGHWAY 71 AT DODDRIDGE TO A FORK, THENCE 0.2 MILE SOUTH
 DL1101'TO A FORK, THENCE 0.6 MILE SOUTH TO A ROAD LEADING WEST,
 DL1101'CONTINUE SOUTHEAST FOR 2.45 MILES TO A JUNCTION, ABOUT 0.2 MILE
 DL1101'NORTHEAST OF NEW HOPE CHURCH, THENCE 0.45 MILE SOUTHEAST ON A
 DL1101'GRAVEL ROAD, 38 FEET EAST OF CENTER OF MAIN ROAD, AND 29 FEET
 DL1101'NORTH OF A DIM TRACK ROAD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1159 ***********************************************************************
 DL1159  DESIGNATION -  U 260
 DL1159  PID         -  DL1159
 DL1159  STATE/COUNTY-  AR/MILLER
 DL1159  USGS QUAD   -  BOYD HILL (1975)
 DL1159
 DL1159                         *CURRENT SURVEY CONTROL
 DL1159  ___________________________________________________________________
 DL1159* NAD 83(1986)-  33 27 44.     (N)    093 44 33.     (W)     SCALED    
 DL1159* NAVD 88     -        73.262  (meters)     240.36   (feet)  ADJUSTED  
 DL1159  ___________________________________________________________________
 DL1159  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DL1159  DYNAMIC HT  -          73.185 (meters)     240.11  (feet)  COMP
 DL1159  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 DL1159
 DL1159  VERT ORDER  -  FIRST     CLASS I
 DL1159
 DL1159.The horizontal coordinates were scaled from a topographic map and have
 DL1159.an estimated accuracy of +/- 6 seconds.
 DL1159
 DL1159.The orthometric height was determined by differential leveling
 DL1159.and adjusted by the National Geodetic Survey in June 1991..
 DL1159
 DL1159.The geoid height was determined by GEOID03.
 DL1159
 DL1159.The dynamic height is computed by dividing the NAVD 88
 DL1159.geopotential number by the normal gravity value computed on the
 DL1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1159.degrees latitude (g = 980.6199 gals.).
 DL1159
 DL1159.The modeled gravity was interpolated from observed gravity values.
 DL1159
 DL1159;                    North         East    Units  Estimated Accuracy
 DL1159;SPC AR S     -   489,620.      238,030.      MT  (+/- 180 meters Scaled)
 DL1159
 DL1159                          SUPERSEDED SURVEY CONTROL
 DL1159
 DL1159  NGVD 29 (??/??/??)   73.284  (m)          240.43   (f) ADJUSTED    1 1
 DL1159
 DL1159.Superseded values are not recommended for survey control.
 DL1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1159.See file dsdata.txt to determine how the superseded data were derived.
 DL1159
 DL1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT310027(NAD 83)
 DL1159_MARKER: DB = BENCH MARK DISK
 DL1159_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1159+WITH SETTING: INTO GROUND
 DL1159_SP_SET: METAL ROD WITH BASE PLATE
 DL1159_STAMPING: U 260 1977
 DL1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1159+STABILITY: SURFACE MOTION
 DL1159
 DL1159  HISTORY     - Date     Condition        Report By
 DL1159  HISTORY     - 1977     MONUMENTED       NGS
 DL1159
 DL1159                          STATION DESCRIPTION
 DL1159
 DL1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1159'4.1 MI NW FROM BECK.
 DL1159'1.3 MILE NORTH ALONG STATE HIGHWAY 296 FROM THE JUNCTION OF US
 DL1159'HIGHWAY 82 AT BECK, THENCE 2.8 MILES NORTH ALONG LEVEE TO A OFF
 DL1159'RAMP, 52 FEET WEST OF THE CENTER OF LEVEE, 17 FEET NORTH OF A 2
 DL1159'FOOT OAK TREE WHICH HAS A TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0017 ***********************************************************************
 FH0017  DESIGNATION -  U 27
 FH0017  PID         -  FH0017
 FH0017  STATE/COUNTY-  AR/WASHINGTON
 FH0017  USGS QUAD   -  WINSLOW (1983)
 FH0017
 FH0017                         *CURRENT SURVEY CONTROL
 FH0017  ___________________________________________________________________
 FH0017* NAD 83(1986)-  35 48 03.     (N)    094 08 05.     (W)     SCALED    
 FH0017* NAVD 88     -       528.768  (meters)    1734.80   (feet)  ADJUSTED  
 FH0017  ___________________________________________________________________
 FH0017  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FH0017  DYNAMIC HT  -         528.263 (meters)    1733.14  (feet)  COMP
 FH0017  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 FH0017
 FH0017  VERT ORDER  -  FIRST     CLASS II
 FH0017
 FH0017.The horizontal coordinates were scaled from a topographic map and have
 FH0017.an estimated accuracy of +/- 6 seconds.
 FH0017
 FH0017.The orthometric height was determined by differential leveling
 FH0017.and adjusted by the National Geodetic Survey in June 1991..
 FH0017
 FH0017.The geoid height was determined by GEOID03.
 FH0017
 FH0017.The dynamic height is computed by dividing the NAVD 88
 FH0017.geopotential number by the normal gravity value computed on the
 FH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0017.degrees latitude (g = 980.6199 gals.).
 FH0017
 FH0017.The modeled gravity was interpolated from observed gravity values.
 FH0017
 FH0017;                    North         East    Units  Estimated Accuracy
 FH0017;SPC AR N     -   164,900.      207,070.      MT  (+/- 180 meters Scaled)
 FH0017
 FH0017                          SUPERSEDED SURVEY CONTROL
 FH0017
 FH0017  NGVD 29 (??/??/92)  528.604  (m)         1734.26   (f) ADJ UNCH    1 2
 FH0017
 FH0017.Superseded values are not recommended for survey control.
 FH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0017.See file dsdata.txt to determine how the superseded data were derived.
 FH0017
 FH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV974624(NAD 83)
 FH0017_MARKER: DR = REFERENCE MARK DISK
 FH0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0017_STAMPING: 1734.262 U 27 1932
 FH0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0017+STABILITY: SURFACE MOTION
 FH0017
 FH0017  HISTORY     - Date     Condition        Report By
 FH0017  HISTORY     - 1932     MONUMENTED       CGS
 FH0017  HISTORY     - 1960     MARK NOT FOUND   NGS
 FH0017
 FH0017                          STATION DESCRIPTION
 FH0017
 FH0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0017'AT WINSLOW.
 FH0017'AT WINSLOW, WASHINGTON COUNTY, 300 FEET SOUTH OF THE SIGNAL TOWER
 FH0017'AT THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 60 FEET SOUTHEAST
 FH0017'OF POLE 374+32, AND 15 FEET EAST OF THE CENTERLINE OF THE MAIN
 FH0017'TRACK.  A STANDARD DISK, STAMPED 17L4.262 U 27 1932 AND SET IN
 FH0017'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1629 ***********************************************************************
 EJ1629  DESIGNATION -  U 287
 EJ1629  PID         -  EJ1629
 EJ1629  STATE/COUNTY-  AR/PULASKI
 EJ1629  USGS QUAD   -  WOODSON (1987)
 EJ1629
 EJ1629                         *CURRENT SURVEY CONTROL
 EJ1629  ___________________________________________________________________
 EJ1629* NAD 83(1986)-  34 30 58.     (N)    092 12 28.     (W)     SCALED    
 EJ1629* NAVD 88     -        72.399  (meters)     237.53   (feet)  ADJUSTED  
 EJ1629  ___________________________________________________________________
 EJ1629  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EJ1629  DYNAMIC HT  -          72.330 (meters)     237.30  (feet)  COMP
 EJ1629  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 EJ1629
 EJ1629  VERT ORDER  -  FIRST     CLASS II
 EJ1629
 EJ1629.The horizontal coordinates were scaled from a topographic map and have
 EJ1629.an estimated accuracy of +/- 6 seconds.
 EJ1629
 EJ1629.The orthometric height was determined by differential leveling
 EJ1629.and adjusted by the National Geodetic Survey in June 1991..
 EJ1629
 EJ1629.The geoid height was determined by GEOID03.
 EJ1629
 EJ1629.The dynamic height is computed by dividing the NAVD 88
 EJ1629.geopotential number by the normal gravity value computed on the
 EJ1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1629.degrees latitude (g = 980.6199 gals.).
 EJ1629
 EJ1629.The modeled gravity was interpolated from observed gravity values.
 EJ1629
 EJ1629;                    North         East    Units  Estimated Accuracy
 EJ1629;SPC AR S     -   605,150.      380,920.      MT  (+/- 180 meters Scaled)
 EJ1629
 EJ1629                          SUPERSEDED SURVEY CONTROL
 EJ1629
 EJ1629.No superseded survey control is available for this station.
 EJ1629
 EJ1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU727196(NAD 83)
 EJ1629_MARKER: DB = BENCH MARK DISK
 EJ1629_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ1629_SP_SET: ABUTMENT
 EJ1629_STAMPING: U 287 1984
 EJ1629_MARK LOGO: NGS   
 EJ1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1629
 EJ1629  HISTORY     - Date     Condition        Report By
 EJ1629  HISTORY     - 1984     MONUMENTED       NGS
 EJ1629  HISTORY     - 1988     GOOD             USPSQD
 EJ1629  HISTORY     - 1988     GOOD             USPSQD
 EJ1629  HISTORY     - 1989     GOOD             USPSQD
 EJ1629  HISTORY     - 1989     GOOD             USPSQD
 EJ1629  HISTORY     - 1990     GOOD             USPSQD
 EJ1629  HISTORY     - 1990     GOOD             USPSQD
 EJ1629
 EJ1629                          STATION DESCRIPTION
 EJ1629
 EJ1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1629'1.6 KM (1.0 MI) SOUTH FROM WOODSON.
 EJ1629'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1629'WOODSON, AT A CONCRETE HIGHWAY BRIDGE AND IS SET IN THE WEST END OF
 EJ1629'THE NORTH ABUTMENT OF THE CONCRETE RAILROAD BRIDGE UNDER THE MISSOURI
 EJ1629'PACIFIC RAILROAD, 1.3 KM (0.85 MI) NORTH ALONG STATE HIGHWAY 365 FROM
 EJ1629'THE POST OFFICE IN HENSLEY, 36.78 METERS (120.5 FT) EAST OF THE CENTER
 EJ1629'LINE OF THE HIGHWAY, 2.22 METERS (7.30 FT) WEST OF THE WEST RAIL OF
 EJ1629'THE TRACKS, 0.16 METERS (0.55 FT) EAST OF THE TOP OF A SLOPE OF THE
 EJ1629'WEST END OF THE NORTH ABUTMENT, AND 94.48 METERS (310.0 FT) NORTH OF A
 EJ1629'SWITCH STAND ALONG THE RAILROAD.
 EJ1629'THE MARK IS 1.37 METERS  E FROM A WITNESS POST.
 EJ1629'THE MARK IS 0.6 M BELOW RAIL.
 EJ1629
 EJ1629                          STATION RECOVERY (1988)
 EJ1629
 EJ1629'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ1629'RECOVERED IN GOOD CONDITION.
 EJ1629
 EJ1629                          STATION RECOVERY (1988)
 EJ1629
 EJ1629'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1629'RECOVERED IN GOOD CONDITION.
 EJ1629
 EJ1629                          STATION RECOVERY (1989)
 EJ1629
 EJ1629'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ1629'RECOVERED IN GOOD CONDITION.
 EJ1629
 EJ1629                          STATION RECOVERY (1989)
 EJ1629
 EJ1629'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1629'RECOVERED IN GOOD CONDITION.
 EJ1629
 EJ1629                          STATION RECOVERY (1990)
 EJ1629
 EJ1629'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1629'RECOVERED IN GOOD CONDITION.
 EJ1629
 EJ1629                          STATION RECOVERY (1990)
 EJ1629
 EJ1629'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1644 ***********************************************************************
 EJ1644  DESIGNATION -  U 288
 EJ1644  PID         -  EJ1644
 EJ1644  STATE/COUNTY-  AR/JEFFERSON
 EJ1644  USGS QUAD   -  WHITE HALL (1984)
 EJ1644
 EJ1644                         *CURRENT SURVEY CONTROL
 EJ1644  ___________________________________________________________________
 EJ1644* NAD 83(1986)-  34 19 06.     (N)    092 06 23.     (W)     SCALED    
 EJ1644* NAVD 88     -        82.623  (meters)     271.07   (feet)  ADJUSTED  
 EJ1644  ___________________________________________________________________
 EJ1644  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EJ1644  DYNAMIC HT  -          82.543 (meters)     270.81  (feet)  COMP
 EJ1644  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 EJ1644
 EJ1644  VERT ORDER  -  FIRST     CLASS II
 EJ1644
 EJ1644.The horizontal coordinates were scaled from a topographic map and have
 EJ1644.an estimated accuracy of +/- 6 seconds.
 EJ1644
 EJ1644.The orthometric height was determined by differential leveling
 EJ1644.and adjusted by the National Geodetic Survey in June 1991..
 EJ1644
 EJ1644.The geoid height was determined by GEOID03.
 EJ1644
 EJ1644.The dynamic height is computed by dividing the NAVD 88
 EJ1644.geopotential number by the normal gravity value computed on the
 EJ1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1644.degrees latitude (g = 980.6199 gals.).
 EJ1644
 EJ1644.The modeled gravity was interpolated from observed gravity values.
 EJ1644
 EJ1644;                    North         East    Units  Estimated Accuracy
 EJ1644;SPC AR S     -   583,200.      390,210.      MT  (+/- 180 meters Scaled)
 EJ1644
 EJ1644                          SUPERSEDED SURVEY CONTROL
 EJ1644
 EJ1644.No superseded survey control is available for this station.
 EJ1644
 EJ1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT822978(NAD 83)
 EJ1644_MARKER: I = METAL ROD
 EJ1644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ1644_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ1644_STAMPING: U 288 1984
 EJ1644_MARK LOGO: NGS   
 EJ1644_PROJECTION: FLUSH
 EJ1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1644+STABILITY: POSITION/ELEVATION WELL
 EJ1644_ROD/PIPE-DEPTH: 12.2 meters
 EJ1644_SLEEVE-DEPTH  : 6.1 meters
 EJ1644
 EJ1644  HISTORY     - Date     Condition        Report By
 EJ1644  HISTORY     - 1984     MONUMENTED       NGS
 EJ1644  HISTORY     - 1988     GOOD             USPSQD
 EJ1644  HISTORY     - 1989     GOOD             USPSQD
 EJ1644  HISTORY     - 1990     GOOD             USPSQD
 EJ1644
 EJ1644                          STATION DESCRIPTION
 EJ1644
 EJ1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1644'10.3 KM (6.4 MI) SE FROM JEFFERSON.
 EJ1644'10.1 KM (6.25 MI) SOUTHEAST ALONG STATE HIGHWAY 365 FROM THE POST
 EJ1644'OFFICE IN JEFFERSON, THENCE 0.24 KM (0.15 MI) NORTHEAST ALONG AN
 EJ1644'ASPHALT ROAD, AT THE DEXTER ENTRANCE TO THE PINE BLUFF ARSENAL, THE
 EJ1644'MARK IS SET IN THE MEDIAN, 6.2 METERS (20.3 FT) NORTHWEST OF THE
 EJ1644'CENTER LINE OF THE ENTRANCE ROAD NORTHEAST BOUND, 6.5 METERS (21.4 FT)
 EJ1644'SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE ROAD SOUTHWEST BOUND,
 EJ1644'16.2 METERS (53.2 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE GUARD
 EJ1644'HOUSE, 2.8 METERS (9.3 FT) NORTHWEST OF A MEDIAN CURB, 3.2 METERS
 EJ1644'(10.6 FT) SOUTHEAST OF A MEDIAN CURB, 9.5 METERS (31.0 FT) NORTHEAST
 EJ1644'OF AN ARESENAL SIGN, AND 15.4 METERS (50.5 FT) SOUTHWEST OF A POWER
 EJ1644'LINE POLE WITH A SECURITY LIGHT ATTACHED.
 EJ1644'THE MARK IS 0.12 M ABOVE ENTRANCE ROAD.
 EJ1644
 EJ1644                          STATION RECOVERY (1988)
 EJ1644
 EJ1644'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1644'RECOVERED IN GOOD CONDITION.
 EJ1644
 EJ1644                          STATION RECOVERY (1989)
 EJ1644
 EJ1644'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1644'RECOVERED IN GOOD CONDITION.
 EJ1644
 EJ1644                          STATION RECOVERY (1990)
 EJ1644
 EJ1644'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2588 ***********************************************************************
 EH2588  DESIGNATION -  U 289
 EH2588  PID         -  EH2588
 EH2588  STATE/COUNTY-  AR/JEFFERSON
 EH2588  USGS QUAD   -  MOSCOW (1971)
 EH2588
 EH2588                         *CURRENT SURVEY CONTROL
 EH2588  ___________________________________________________________________
 EH2588* NAD 83(1986)-  34 08 16.     (N)    091 46 54.     (W)     SCALED    
 EH2588* NAVD 88     -        58.160  (meters)     190.81   (feet)  ADJUSTED  
 EH2588  ___________________________________________________________________
 EH2588  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH2588  DYNAMIC HT  -          58.104 (meters)     190.63  (feet)  COMP
 EH2588  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 EH2588
 EH2588  VERT ORDER  -  FIRST     CLASS II
 EH2588
 EH2588.The horizontal coordinates were scaled from a topographic map and have
 EH2588.an estimated accuracy of +/- 6 seconds.
 EH2588
 EH2588.The orthometric height was determined by differential leveling
 EH2588.and adjusted by the National Geodetic Survey in June 1991..
 EH2588
 EH2588.The geoid height was determined by GEOID03.
 EH2588
 EH2588.The dynamic height is computed by dividing the NAVD 88
 EH2588.geopotential number by the normal gravity value computed on the
 EH2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2588.degrees latitude (g = 980.6199 gals.).
 EH2588
 EH2588.The modeled gravity was interpolated from observed gravity values.
 EH2588
 EH2588;                    North         East    Units  Estimated Accuracy
 EH2588;SPC AR S     -   563,190.      420,140.      MT  (+/- 180 meters Scaled)
 EH2588
 EH2588                          SUPERSEDED SURVEY CONTROL
 EH2588
 EH2588.No superseded survey control is available for this station.
 EH2588
 EH2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT123781(NAD 83)
 EH2588_MARKER: I = METAL ROD
 EH2588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2588_SP_SET: STAINLESS STEEL ROD
 EH2588_STAMPING: U 289 1984
 EH2588_MARK LOGO: NGS   
 EH2588_PROJECTION: FLUSH
 EH2588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2588_ROD/PIPE-DEPTH: 24.4 meters
 EH2588
 EH2588  HISTORY     - Date     Condition        Report By
 EH2588  HISTORY     - 1984     MONUMENTED       NGS
 EH2588  HISTORY     - 1988     GOOD             USPSQD
 EH2588  HISTORY     - 1989     GOOD             USPSQD
 EH2588  HISTORY     - 1990     GOOD             USPSQD
 EH2588
 EH2588                          STATION DESCRIPTION
 EH2588
 EH2588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2588'1.8 KM (1.1 MI) SE FROM MOSCOW.
 EH2588'1.8 KM (1.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2588'IN MOSCOW, AT A PAVED CROSSROAD, AT THE VASTER HIGH SCHOOL,
 EH2588'20.11 METERS (66.0 FT) NORTHEAST OF THE CENTER LINE OF HIGHWAY 65,
 EH2588'8.99 METERS (29.5 FT) SOUTH OF THE CENTER OF JEFFERSON COUNTY ROAD 42
 EH2588'A, 50.23 METERS (164.8 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 EH2588'THE NEW HOPE BAPTIST CHURCH, 46.02 METERS (151.0 FT) SOUTH OF THE
 EH2588'SOUTH CORNER OF VASTER HIGH SCHOOL, 7.98 METERS (26.2 FT)
 EH2588'WEST-NORTHWEST OF A DOUBLE GUY CABLE ANCHOR, 1.00 METERS (3.3 FT)
 EH2588'NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX, AND 0.60 METERS (2.0 FT)
 EH2588'EAST-NORTHEAST OF A POWER LINE POLE.  NOTE, ROD ANCHORED AT THIS
 EH2588'DEPTH.
 EH2588'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 EH2588'THE MARK IS 0.4 M BELOW HIGHWAY.
 EH2588
 EH2588                          STATION RECOVERY (1988)
 EH2588
 EH2588'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2588'RECOVERED IN GOOD CONDITION.
 EH2588
 EH2588                          STATION RECOVERY (1989)
 EH2588
 EH2588'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2588'RECOVERED IN GOOD CONDITION.
 EH2588
 EH2588                          STATION RECOVERY (1990)
 EH2588
 EH2588'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1202 ***********************************************************************
 FG1202  DESIGNATION -  U 29
 FG1202  PID         -  FG1202
 FG1202  STATE/COUNTY-  AR/FRANKLIN
 FG1202  USGS QUAD   -  OZARK (1993)
 FG1202
 FG1202                         *CURRENT SURVEY CONTROL
 FG1202  ___________________________________________________________________
 FG1202* NAD 83(1986)-  35 26 47.     (N)    093 45 46.     (W)     SCALED    
 FG1202* NAVD 88     -       163.882  (meters)     537.67   (feet)  ADJUSTED  
 FG1202  ___________________________________________________________________
 FG1202  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FG1202  DYNAMIC HT  -         163.730 (meters)     537.17  (feet)  COMP
 FG1202  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 FG1202
 FG1202  VERT ORDER  -  FIRST     CLASS II
 FG1202
 FG1202.The horizontal coordinates were scaled from a topographic map and have
 FG1202.an estimated accuracy of +/- 6 seconds.
 FG1202
 FG1202.The orthometric height was determined by differential leveling
 FG1202.and adjusted by the National Geodetic Survey in June 1991..
 FG1202
 FG1202.The geoid height was determined by GEOID03.
 FG1202
 FG1202.The dynamic height is computed by dividing the NAVD 88
 FG1202.geopotential number by the normal gravity value computed on the
 FG1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1202.degrees latitude (g = 980.6199 gals.).
 FG1202
 FG1202.The modeled gravity was interpolated from observed gravity values.
 FG1202
 FG1202;                    North         East    Units  Estimated Accuracy
 FG1202;SPC AR N     -   124,920.      239,980.      MT  (+/- 180 meters Scaled)
 FG1202
 FG1202                          SUPERSEDED SURVEY CONTROL
 FG1202
 FG1202  NGVD 29 (??/??/92)  163.836  (m)          537.52   (f) ADJ UNCH    1 2
 FG1202
 FG1202.Superseded values are not recommended for survey control.
 FG1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1202.See file dsdata.txt to determine how the superseded data were derived.
 FG1202
 FG1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV307228(NAD 83)
 FG1202_MARKER: DB = BENCH MARK DISK
 FG1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1202_STAMPING: 537.519 U 29 1932
 FG1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1202+STABILITY: SURFACE MOTION
 FG1202
 FG1202  HISTORY     - Date     Condition        Report By
 FG1202  HISTORY     - 1932     MONUMENTED       CGS
 FG1202  HISTORY     - 1959     GOOD             NGS
 FG1202  HISTORY     - 1963     GOOD             USGS
 FG1202  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1202
 FG1202                          STATION DESCRIPTION
 FG1202
 FG1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1202'IN ALTUS.
 FG1202'AT ALTUS, FRANKLIN COUNTY, ABOUT 120 FEET SOUTH OF THE MISSOURI
 FG1202'PACIFIC RR STATION, AND IN THE CITY PARK.  A STANDARD DISK STAMPED
 FG1202'537.519 U 29 1932 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 FG1202'MPRR STATION IS NOW AN APPLIANCE STORE.  15 FT EAST OF WALK IN PARK.
 FG1202'13 FEET EAST OF EAST END OF STORE.
 FG1202
 FG1202                          STATION RECOVERY (1963)
 FG1202
 FG1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG1202'RECOVERED IN GOOD CONDITION.
 FG1202
 FG1202                          STATION RECOVERY (1984)
 FG1202
 FG1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1202'SEARCHED FOR BUT NOT RECOVERED, THERE HAS BEEN AN ASPHALT SLAB
 FG1202'CONSTRUCTED OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1677 ***********************************************************************
 EJ1677  DESIGNATION -  U 290
 EJ1677  PID         -  EJ1677
 EJ1677  STATE/COUNTY-  AR/FAULKNER
 EJ1677  USGS QUAD   -  MAYFLOWER (1987)
 EJ1677
 EJ1677                         *CURRENT SURVEY CONTROL
 EJ1677  ___________________________________________________________________
 EJ1677* NAD 83(1986)-  34 55 10.     (N)    092 26 23.     (W)     SCALED    
 EJ1677* NAVD 88     -       102.504  (meters)     336.30   (feet)  ADJUSTED  
 EJ1677  ___________________________________________________________________
 EJ1677  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EJ1677  DYNAMIC HT  -         102.408 (meters)     335.98  (feet)  COMP
 EJ1677  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 EJ1677
 EJ1677  VERT ORDER  -  FIRST     CLASS II
 EJ1677
 EJ1677.The horizontal coordinates were scaled from a topographic map and have
 EJ1677.an estimated accuracy of +/- 6 seconds.
 EJ1677
 EJ1677.The orthometric height was determined by differential leveling
 EJ1677.and adjusted by the National Geodetic Survey in June 1991..
 EJ1677
 EJ1677.The geoid height was determined by GEOID03.
 EJ1677
 EJ1677.The dynamic height is computed by dividing the NAVD 88
 EJ1677.geopotential number by the normal gravity value computed on the
 EJ1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1677.degrees latitude (g = 980.6199 gals.).
 EJ1677
 EJ1677.The modeled gravity was interpolated from observed gravity values.
 EJ1677
 EJ1677;                    North         East    Units  Estimated Accuracy
 EJ1677;SPC AR N     -    65,110.      359,820.      MT  (+/- 180 meters Scaled)
 EJ1677
 EJ1677                          SUPERSEDED SURVEY CONTROL
 EJ1677
 EJ1677  NGVD 29 (06/07/95)  102.561  (m)          336.49   (f) ADJUSTED    1 2
 EJ1677
 EJ1677.Superseded values are not recommended for survey control.
 EJ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1677.See file dsdata.txt to determine how the superseded data were derived.
 EJ1677
 EJ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU511642(NAD 83)
 EJ1677_MARKER: I = METAL ROD
 EJ1677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1677_SP_SET: STAINLESS STEEL ROD
 EJ1677_STAMPING: U 290 1984
 EJ1677_MARK LOGO: NGS   
 EJ1677_PROJECTION: FLUSH
 EJ1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1677+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 EJ1677_ROD/PIPE-DEPTH: 3.66 meters
 EJ1677
 EJ1677  HISTORY     - Date     Condition        Report By
 EJ1677  HISTORY     - 1984     MONUMENTED       NGS
 EJ1677  HISTORY     - 1988     GOOD             USPSQD
 EJ1677  HISTORY     - 1989     GOOD             USPSQD
 EJ1677  HISTORY     - 1989     GOOD             USPSQD
 EJ1677  HISTORY     - 1990     GOOD             USPSQD
 EJ1677  HISTORY     - 20020717 GOOD             USACE
 EJ1677  HISTORY     - 20060925 GOOD             JCLS
 EJ1677
 EJ1677                          STATION DESCRIPTION
 EJ1677
 EJ1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1677'9.3 KM (5.8 MI) NW FROM MORGAN.
 EJ1677'9.3 KM (5.8 MI) NORTHWEST ALONG STATE HIGHWAY 365 FROM THE UNDERPASS
 EJ1677'OF INTERSTATE 40 IN MORGAN TO THE MARK ON THE LEFT AT THE CROSSING OF
 EJ1677'A HIGH TENSION POWERLINE, ALSO 4.5 KM (2.8 MI) SOUTHWEST ALONG STATE
 EJ1677'HIGHWAY 365 FROM THE POST OFFICE IN MAYFLOWER TO THE MARK ON THE
 EJ1677'RIGHT, 25.36 METERS (83.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 EJ1677'HIGHWAY, 3.69 METERS (12.1 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF
 EJ1677'AN ACCESS ROAD TO A PASTURE, AND 0.34 METERS (1.1 FT) SOUTHEAST OF A
 EJ1677'BARBWIRE FENCE.
 EJ1677'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 EJ1677'THE MARK IS 0.91 M ABOVE HIGHWAY.
 EJ1677
 EJ1677                          STATION RECOVERY (1988)
 EJ1677
 EJ1677'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1677'RECOVERED IN GOOD CONDITION.
 EJ1677
 EJ1677                          STATION RECOVERY (1989)
 EJ1677
 EJ1677'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ1677'RECOVERED IN GOOD CONDITION.
 EJ1677
 EJ1677                          STATION RECOVERY (1989)
 EJ1677
 EJ1677'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1677'RECOVERED IN GOOD CONDITION.
 EJ1677
 EJ1677                          STATION RECOVERY (1990)
 EJ1677
 EJ1677'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ1677'RECOVERED IN GOOD CONDITION.
 EJ1677
 EJ1677                          STATION RECOVERY (2002)
 EJ1677
 EJ1677'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 EJ1677'RECOVERED IN GOOD CONDITION.
 EJ1677
 EJ1677                          STATION RECOVERY (2006)
 EJ1677
 EJ1677'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EJ1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1556 ***********************************************************************
 FG1556  DESIGNATION -  U 291
 FG1556  PID         -  FG1556
 FG1556  STATE/COUNTY-  AR/CONWAY
 FG1556  USGS QUAD   -  MORRILTON EAST (1990)
 FG1556
 FG1556                         *CURRENT SURVEY CONTROL
 FG1556  ___________________________________________________________________
 FG1556* NAD 83(1986)-  35 09 09.     (N)    092 44 03.     (W)     SCALED    
 FG1556* NAVD 88     -       115.836  (meters)     380.04   (feet)  ADJUSTED  
 FG1556  ___________________________________________________________________
 FG1556  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FG1556  DYNAMIC HT  -         115.726 (meters)     379.68  (feet)  COMP
 FG1556  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FG1556
 FG1556  VERT ORDER  -  FIRST     CLASS II
 FG1556
 FG1556.The horizontal coordinates were scaled from a topographic map and have
 FG1556.an estimated accuracy of +/- 6 seconds.
 FG1556
 FG1556.The orthometric height was determined by differential leveling
 FG1556.and adjusted by the National Geodetic Survey in June 1991..
 FG1556
 FG1556.The geoid height was determined by GEOID03.
 FG1556
 FG1556.The dynamic height is computed by dividing the NAVD 88
 FG1556.geopotential number by the normal gravity value computed on the
 FG1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1556.degrees latitude (g = 980.6199 gals.).
 FG1556
 FG1556.The modeled gravity was interpolated from observed gravity values.
 FG1556
 FG1556;                    North         East    Units  Estimated Accuracy
 FG1556;SPC AR N     -    91,130.      333,110.      MT  (+/- 180 meters Scaled)
 FG1556
 FG1556                          SUPERSEDED SURVEY CONTROL
 FG1556
 FG1556  NGVD 29 (06/07/95)  115.875  (m)          380.17   (f) ADJUSTED    1 2
 FG1556
 FG1556.Superseded values are not recommended for survey control.
 FG1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1556.See file dsdata.txt to determine how the superseded data were derived.
 FG1556
 FG1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU242899(NAD 83)
 FG1556_MARKER: DB = BENCH MARK DISK
 FG1556_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 FG1556_SP_SET: WALL
 FG1556_STAMPING: U 291 1984
 FG1556_MARK LOGO: NGS   
 FG1556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1556+STABILITY: POSITION/ELEVATION WELL
 FG1556
 FG1556  HISTORY     - Date     Condition        Report By
 FG1556  HISTORY     - 1984     MONUMENTED       NGS
 FG1556  HISTORY     - 1984     GOOD             NGS
 FG1556  HISTORY     - 1987     GOOD             USPSQD
 FG1556  HISTORY     - 1988     GOOD             USPSQD
 FG1556  HISTORY     - 1989     GOOD             USPSQD
 FG1556  HISTORY     - 1989     GOOD             USPSQD
 FG1556  HISTORY     - 19970319 GOOD             USPSQD
 FG1556
 FG1556                          STATION DESCRIPTION
 FG1556
 FG1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1556'IN MORRILTON.
 FG1556'IN MORRILTON, SET VERTICALLY IN THE SOUTH FACE AND NEAR THE SOUTHWEST
 FG1556'CORNER OF THE LEVI STRAUSS COMPANY BUILDING, 0.1 KM (0.05 MI) SOUTH
 FG1556'ALONG DIVISION STREET FROM THE POST OFFICE, THENCE 1.0 KM (0.6 MI)
 FG1556'EAST ALONG U.S. HIGHWAY 64 (BROADWAY STREET) TO THE LEVI STRAUSS
 FG1556'COMPANY BUILDING AND THE MARK ON THE LEFT, 0.64 METERS (2.1 FT) EAST
 FG1556'OF THE SOUTHWEST CORNER OF THE LEVI STRAUSS COMPANY BUILDING.  NOTE,
 FG1556'IT IS KNOWN THAT THIS BUILDING IS SETTING ON BEDROCK.
 FG1556'THE MARK IS 1.52 M ABOVE GROUND.
 FG1556
 FG1556                          STATION RECOVERY (1984)
 FG1556
 FG1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1556'RECOVERED IN GOOD CONDITION.
 FG1556
 FG1556                          STATION RECOVERY (1987)
 FG1556
 FG1556'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1556'RECOVERED IN GOOD CONDITION.
 FG1556
 FG1556                          STATION RECOVERY (1988)
 FG1556
 FG1556'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1556'RECOVERED IN GOOD CONDITION.
 FG1556
 FG1556                          STATION RECOVERY (1989)
 FG1556
 FG1556'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1556'RECOVERED IN GOOD CONDITION.
 FG1556
 FG1556                          STATION RECOVERY (1989)
 FG1556
 FG1556'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1556'RECOVERED IN GOOD CONDITION.
 FG1556
 FG1556                          STATION RECOVERY (1997)
 FG1556
 FG1556'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1589 ***********************************************************************
 FG1589  DESIGNATION -  U 292
 FG1589  PID         -  FG1589
 FG1589  STATE/COUNTY-  AR/POPE
 FG1589  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1589
 FG1589                         *CURRENT SURVEY CONTROL
 FG1589  ___________________________________________________________________
 FG1589* NAD 83(1986)-  35 16 42.     (N)    093 08 06.     (W)     SCALED    
 FG1589* NAVD 88     -       108.081  (meters)     354.60   (feet)  ADJUSTED  
 FG1589  ___________________________________________________________________
 FG1589  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FG1589  DYNAMIC HT  -         107.978 (meters)     354.26  (feet)  COMP
 FG1589  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 FG1589
 FG1589  VERT ORDER  -  FIRST     CLASS II
 FG1589
 FG1589.The horizontal coordinates were scaled from a topographic map and have
 FG1589.an estimated accuracy of +/- 6 seconds.
 FG1589
 FG1589.The orthometric height was determined by differential leveling
 FG1589.and adjusted by the National Geodetic Survey in June 1991..
 FG1589
 FG1589.The geoid height was determined by GEOID03.
 FG1589
 FG1589.The dynamic height is computed by dividing the NAVD 88
 FG1589.geopotential number by the normal gravity value computed on the
 FG1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1589.degrees latitude (g = 980.6199 gals.).
 FG1589
 FG1589.The modeled gravity was interpolated from observed gravity values.
 FG1589
 FG1589;                    North         East    Units  Estimated Accuracy
 FG1589;SPC AR N     -   105,440.      296,750.      MT  (+/- 180 meters Scaled)
 FG1589
 FG1589                          SUPERSEDED SURVEY CONTROL
 FG1589
 FG1589.No superseded survey control is available for this station.
 FG1589
 FG1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV877039(NAD 83)
 FG1589_MARKER: I = METAL ROD
 FG1589_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1589+WITH SETTING: INFORMATION.
 FG1589_SP_SET: SHALLOW SET METAL ROD
 FG1589_STAMPING: U 292 1984
 FG1589_MARK LOGO: NGS   
 FG1589_PROJECTION: RECESSED 2 CENTIMETERS
 FG1589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1589+STABILITY: POSITION/ELEVATION WELL
 FG1589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1589+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 FG1589_ROD/PIPE-DEPTH: 2.31 meters
 FG1589
 FG1589  HISTORY     - Date     Condition        Report By
 FG1589  HISTORY     - 1984     MONUMENTED       NGS
 FG1589  HISTORY     - 1987     GOOD             USPSQD
 FG1589  HISTORY     - 1988     GOOD             USPSQD
 FG1589  HISTORY     - 1989     GOOD             USPSQD
 FG1589  HISTORY     - 1989     GOOD             USPSQD
 FG1589  HISTORY     - 20040520 GOOD             ARHD
 FG1589
 FG1589                          STATION DESCRIPTION
 FG1589
 FG1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1589'IN RUSSELLVILLE.
 FG1589'IN RUSSELLVILLE, AT WEST MAIN STREET AND SOUTH COMMERCE STREET, SET IN
 FG1589'THE NORTH LAWN OF THE PEOPLES BANK AND TRUST COMPANY, 16.61 METERS
 FG1589'(54.5 FT) SOUTH OF THE CENTERLINE OF WEST MAIN STREET, 19.05 METERS
 FG1589'(62.5 FT) EAST OF THE CENTERLINE OF SOUTH COMMERCE STREET, 2.25 METERS
 FG1589'(7.4 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK SIGN OF THE
 FG1589'PEOPLES BANK, 2.19 METERS (7.2 FT) NORTHEAST OF THE SOUTHWEST CORNER
 FG1589'OF A BRICK SIGN OF THE PEOPLES BANK, 2.56 METERS (8.4 FT) NORTHEAST OF
 FG1589'THE WEST ONE OF TWO FLAGPOLES, 0.70 METERS (2.3 FT) NORTHWEST OF THE
 FG1589'NORTHWEST FACE OF THE BRICK SIGN, AND 10.14 METERS (33.3 FT)
 FG1589'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE BANK BUILDING.  NOTE,
 FG1589'THE STAINLESS STEEL ROD WAS DRIVEN TO REFUSAL AND ANCHORED IN BED
 FG1589'ROCK.
 FG1589'THE MARK IS ABOVE LEVEL WITH WEST MAIN STREET.
 FG1589
 FG1589                          STATION RECOVERY (1987)
 FG1589
 FG1589'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1589'RECOVERED IN GOOD CONDITION.
 FG1589
 FG1589                          STATION RECOVERY (1988)
 FG1589
 FG1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1589'RECOVERED IN GOOD CONDITION.
 FG1589
 FG1589                          STATION RECOVERY (1989)
 FG1589
 FG1589'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1589'RECOVERED IN GOOD CONDITION.
 FG1589
 FG1589                          STATION RECOVERY (1989)
 FG1589
 FG1589'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1589'RECOVERED IN GOOD CONDITION.
 FG1589
 FG1589                          STATION RECOVERY (2004)
 FG1589
 FG1589'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1584 ***********************************************************************
 FG1584  DESIGNATION -  U 293
 FG1584  PID         -  FG1584
 FG1584  STATE/COUNTY-  AR/POPE
 FG1584  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1584
 FG1584                         *CURRENT SURVEY CONTROL
 FG1584  ___________________________________________________________________
 FG1584* NAD 83(1986)-  35 15 12.     (N)    093 02 51.     (W)     SCALED    
 FG1584* NAVD 88     -       116.245  (meters)     381.38   (feet)  ADJUSTED  
 FG1584  ___________________________________________________________________
 FG1584  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FG1584  DYNAMIC HT  -         116.135 (meters)     381.02  (feet)  COMP
 FG1584  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 FG1584
 FG1584  VERT ORDER  -  FIRST     CLASS II
 FG1584
 FG1584.The horizontal coordinates were scaled from a topographic map and have
 FG1584.an estimated accuracy of +/- 6 seconds.
 FG1584
 FG1584.The orthometric height was determined by differential leveling
 FG1584.and adjusted by the National Geodetic Survey in June 1991..
 FG1584
 FG1584.The geoid height was determined by GEOID03.
 FG1584
 FG1584.The dynamic height is computed by dividing the NAVD 88
 FG1584.geopotential number by the normal gravity value computed on the
 FG1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1584.degrees latitude (g = 980.6199 gals.).
 FG1584
 FG1584.The modeled gravity was interpolated from observed gravity values.
 FG1584
 FG1584;                    North         East    Units  Estimated Accuracy
 FG1584;SPC AR N     -   102,570.      304,680.      MT  (+/- 180 meters Scaled)
 FG1584
 FG1584                          SUPERSEDED SURVEY CONTROL
 FG1584
 FG1584.No superseded survey control is available for this station.
 FG1584
 FG1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV956011(NAD 83)
 FG1584_MARKER: I = METAL ROD
 FG1584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1584_SP_SET: STAINLESS STEEL ROD
 FG1584_STAMPING: U 293 1984
 FG1584_MARK LOGO: NGS   
 FG1584_PROJECTION: FLUSH
 FG1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1584_ROD/PIPE-DEPTH: 3.35 meters
 FG1584
 FG1584  HISTORY     - Date     Condition        Report By
 FG1584  HISTORY     - 1984     MONUMENTED       NGS
 FG1584  HISTORY     - 1987     GOOD             USPSQD
 FG1584  HISTORY     - 1987     GOOD             USPSQD
 FG1584  HISTORY     - 1988     GOOD             USPSQD
 FG1584  HISTORY     - 1989     GOOD             USPSQD
 FG1584  HISTORY     - 1989     GOOD             USPSQD
 FG1584
 FG1584                          STATION DESCRIPTION
 FG1584
 FG1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1584'10.9 KM (6.75 MI) NW FROM ATKINS.
 FG1584'0.2 KM (0.1 MI) SOUTH ALONG AVENUE ONE FROM THE POST OFFICE IN ATKINS,
 FG1584'THENCE 10.7 KM (6.65 MI) WEST ALONG U.S. HIGHWAY 64 TO THE JUNCTION OF
 FG1584'STATE HIGHWAY 247 AND THE MARK ON THE LEFT, ALSO 0.2 KM (0.1 MI) WEST
 FG1584'ALONG SECOND STREET FROM THE POST OFFICE IN RUSSELLVILLE, THENCE
 FG1584'0.2 KM (0.1 MI) NORTH ALONG ARKANSAS AVENUE, THENCE 8.9 KM (5.55 MI)
 FG1584'EAST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE RIGHT, 15.88 METERS
 FG1584'(52.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.90 METERS
 FG1584'(45.6 FT) WEST OF THE CENTER OF THE HEADWALL OF THE SOUTHWEST END OF A
 FG1584'CONCRETE BOX CULVERT UNDER HIGHWAY 64, 12.86 METERS (42.2 FT)
 FG1584'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 247, 1.65 METERS (5.4 FT)
 FG1584'SOUTHWEST OF A POWERLINE POLE BEING USED AS A CORNER FENCE POST, AND
 FG1584'0.49 METERS (1.6 FT) NORTHWEST OF A BARBED WIRE FENCE.  NOTE, ROD
 FG1584'DRIVEN TO REFUSAL.
 FG1584'THE MARK IS 1.65 METERS  SE FROM A WITNESS POST.
 FG1584'THE MARK IS 0.61 M BELOW HIGHWAY 64.
 FG1584
 FG1584                          STATION RECOVERY (1987)
 FG1584
 FG1584'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1584'RECOVERED IN GOOD CONDITION.
 FG1584
 FG1584                          STATION RECOVERY (1987)
 FG1584
 FG1584'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1584'RECOVERED IN GOOD CONDITION.
 FG1584
 FG1584                          STATION RECOVERY (1988)
 FG1584
 FG1584'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1584'RECOVERED IN GOOD CONDITION.
 FG1584
 FG1584                          STATION RECOVERY (1989)
 FG1584
 FG1584'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1584'RECOVERED IN GOOD CONDITION.
 FG1584
 FG1584                          STATION RECOVERY (1989)
 FG1584
 FG1584'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1622 ***********************************************************************
 FG1622  DESIGNATION -  U 294
 FG1622  PID         -  FG1622
 FG1622  STATE/COUNTY-  AR/JOHNSON
 FG1622  USGS QUAD   -  CLARKSVILLE (1993)
 FG1622
 FG1622                         *CURRENT SURVEY CONTROL
 FG1622  ___________________________________________________________________
 FG1622* NAD 83(1986)-  35 28 22.     (N)    093 29 52.     (W)     SCALED    
 FG1622* NAVD 88     -       118.075  (meters)     387.38   (feet)  ADJUSTED  
 FG1622  ___________________________________________________________________
 FG1622  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FG1622  DYNAMIC HT  -         117.966 (meters)     387.03  (feet)  COMP
 FG1622  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FG1622
 FG1622  VERT ORDER  -  FIRST     CLASS II
 FG1622
 FG1622.The horizontal coordinates were scaled from a topographic map and have
 FG1622.an estimated accuracy of +/- 6 seconds.
 FG1622
 FG1622.The orthometric height was determined by differential leveling
 FG1622.and adjusted by the National Geodetic Survey in June 1991..
 FG1622
 FG1622.The geoid height was determined by GEOID03.
 FG1622
 FG1622.The dynamic height is computed by dividing the NAVD 88
 FG1622.geopotential number by the normal gravity value computed on the
 FG1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1622.degrees latitude (g = 980.6199 gals.).
 FG1622
 FG1622.The modeled gravity was interpolated from observed gravity values.
 FG1622
 FG1622;                    North         East    Units  Estimated Accuracy
 FG1622;SPC AR N     -   127,450.      264,080.      MT  (+/- 180 meters Scaled)
 FG1622
 FG1622                          SUPERSEDED SURVEY CONTROL
 FG1622
 FG1622.No superseded survey control is available for this station.
 FG1622
 FG1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV548255(NAD 83)
 FG1622_MARKER: I = METAL ROD
 FG1622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1622_SP_SET: STAINLESS STEEL ROD
 FG1622_STAMPING: U 294 1984
 FG1622_MARK LOGO: NGS   
 FG1622_PROJECTION: FLUSH
 FG1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1622_ROD/PIPE-DEPTH: 4.08 meters
 FG1622
 FG1622  HISTORY     - Date     Condition        Report By
 FG1622  HISTORY     - 1984     MONUMENTED       NGS
 FG1622  HISTORY     - 1984     GOOD             USPSQD
 FG1622  HISTORY     - 1987     GOOD             USPSQD
 FG1622  HISTORY     - 1989     GOOD             USPSQD
 FG1622  HISTORY     - 1990     GOOD             USPSQD
 FG1622
 FG1622                          STATION DESCRIPTION
 FG1622
 FG1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1622'2.9 KM (1.85 MI) WEST FROM CLARKSVILLE.
 FG1622'2.9 KM (1.85 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE IN
 FG1622'CLARKSVILLE, 14.32 METERS (47.0 FT) NORTH OF THE CENTERLINE OF THE
 FG1622'HIGHWAY, 2.13 METERS (7.0 FT) WEST OF AN EXTENDED CENTERLINE OF A
 FG1622'PRIVATE DRIVEWAY LEADING SOUTH, 6.7 METERS (22.0 FT) SOUTH OF A
 FG1622'POWERLINE POLE NUMBER 800 70 WITH A TRANSFORMER, 6.7 METERS (22.0 FT)
 FG1622'SOUTH-SOUTHWEST OF A GAS METER, AND 0.73 METERS (2.4 FT) EAST OF A
 FG1622'POWERLINE POLE.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS
 FG1622'DEPTH.
 FG1622'THE MARK IS 0.76 METERS  ENE FROM A WITNESS POST.
 FG1622'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1622
 FG1622                          STATION RECOVERY (1984)
 FG1622
 FG1622'RECOVERY NOTE BY US POWER SQUADRON 1984 (TWS)
 FG1622'RECOVERED IN GOOD CONDITION.
 FG1622
 FG1622                          STATION RECOVERY (1987)
 FG1622
 FG1622'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1622'RECOVERED IN GOOD CONDITION.
 FG1622
 FG1622                          STATION RECOVERY (1989)
 FG1622
 FG1622'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1622'RECOVERED IN GOOD CONDITION.
 FG1622
 FG1622                          STATION RECOVERY (1990)
 FG1622
 FG1622'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0777 ***********************************************************************
 FH0777  DESIGNATION -  U 295
 FH0777  PID         -  FH0777
 FH0777  STATE/COUNTY-  AR/SEBASTIAN
 FH0777  USGS QUAD   -  ALMA (1987)
 FH0777
 FH0777                         *CURRENT SURVEY CONTROL
 FH0777  ___________________________________________________________________
 FH0777* NAD 83(1986)-  35 24 26.     (N)    094 07 42.     (W)     SCALED    
 FH0777* NAVD 88     -       123.936  (meters)     406.61   (feet)  ADJUSTED  
 FH0777  ___________________________________________________________________
 FH0777  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FH0777  DYNAMIC HT  -         123.821 (meters)     406.24  (feet)  COMP
 FH0777  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FH0777
 FH0777  VERT ORDER  -  FIRST     CLASS II
 FH0777
 FH0777.The horizontal coordinates were scaled from a topographic map and have
 FH0777.an estimated accuracy of +/- 6 seconds.
 FH0777
 FH0777.The orthometric height was determined by differential leveling
 FH0777.and adjusted by the National Geodetic Survey in June 1991..
 FH0777
 FH0777.The geoid height was determined by GEOID03.
 FH0777
 FH0777.The dynamic height is computed by dividing the NAVD 88
 FH0777.geopotential number by the normal gravity value computed on the
 FH0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0777.degrees latitude (g = 980.6199 gals.).
 FH0777
 FH0777.The modeled gravity was interpolated from observed gravity values.
 FH0777
 FH0777;                    North         East    Units  Estimated Accuracy
 FH0777;SPC AR N     -   121,230.      206,700.      MT  (+/- 180 meters Scaled)
 FH0777
 FH0777                          SUPERSEDED SURVEY CONTROL
 FH0777
 FH0777.No superseded survey control is available for this station.
 FH0777
 FH0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV975187(NAD 83)
 FH0777_MARKER: DB = BENCH MARK DISK
 FH0777_SETTING: 66 = SET IN ROCK OUTCROP
 FH0777_SP_SET: ROCK OUTCROP
 FH0777_STAMPING: U 295 1984
 FH0777_MARK LOGO: NGS   
 FH0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0777+STABILITY: POSITION/ELEVATION WELL
 FH0777
 FH0777  HISTORY     - Date     Condition        Report By
 FH0777  HISTORY     - 1984     MONUMENTED       NGS
 FH0777  HISTORY     - 1987     GOOD             USPSQD
 FH0777  HISTORY     - 1988     GOOD             USPSQD
 FH0777  HISTORY     - 1989     GOOD             USPSQD
 FH0777  HISTORY     - 1990     GOOD             USPSQD
 FH0777
 FH0777                          STATION DESCRIPTION
 FH0777
 FH0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0777'14.2 KM (8.8 MI) EAST FROM LAVACA.
 FH0777'14.2 KM (8.8 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0777'LAVACA TO THE MARK ON THE RIGHT, 11.13 METERS (36.5 FT)
 FH0777'NORTH-NORTHEAST OF THE CENTERLINE OF STATE ROUTE 96 AND 49.01 METERS
 FH0777'(160.8 FT) EAST OF THE SOUTHEAST CORNER OF THE NORTHEAST END OF A BOX
 FH0777'CULVERT.
 FH0777'THE MARK IS 0.49 METERS  WNW FROM A WITNESS POST.
 FH0777'THE MARK IS 0.30 M ABOVE STATE ROUTE 96.
 FH0777
 FH0777                          STATION RECOVERY (1987)
 FH0777
 FH0777'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0777'RECOVERED IN GOOD CONDITION.
 FH0777
 FH0777                          STATION RECOVERY (1988)
 FH0777
 FH0777'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0777'RECOVERED IN GOOD CONDITION.
 FH0777
 FH0777                          STATION RECOVERY (1989)
 FH0777
 FH0777'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0777'RECOVERED IN GOOD CONDITION.
 FH0777
 FH0777                          STATION RECOVERY (1990)
 FH0777
 FH0777'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1648 ***********************************************************************
 FG1648  DESIGNATION -  U 296
 FG1648  PID         -  FG1648
 FG1648  STATE/COUNTY-  AR/FRANKLIN
 FG1648  USGS QUAD   -  OZARK (1993)
 FG1648
 FG1648                         *CURRENT SURVEY CONTROL
 FG1648  ___________________________________________________________________
 FG1648* NAD 83(1986)-  35 26 49.     (N)    093 50 36.     (W)     SCALED    
 FG1648* NAVD 88     -       138.511  (meters)     454.43   (feet)  ADJUSTED  
 FG1648  ___________________________________________________________________
 FG1648  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 FG1648  DYNAMIC HT  -         138.383 (meters)     454.01  (feet)  COMP
 FG1648  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FG1648
 FG1648  VERT ORDER  -  FIRST     CLASS II
 FG1648
 FG1648.The horizontal coordinates were scaled from a topographic map and have
 FG1648.an estimated accuracy of +/- 6 seconds.
 FG1648
 FG1648.The orthometric height was determined by differential leveling
 FG1648.and adjusted by the National Geodetic Survey in June 1991..
 FG1648
 FG1648.The geoid height was determined by GEOID03.
 FG1648
 FG1648.The dynamic height is computed by dividing the NAVD 88
 FG1648.geopotential number by the normal gravity value computed on the
 FG1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1648.degrees latitude (g = 980.6199 gals.).
 FG1648
 FG1648.The modeled gravity was interpolated from observed gravity values.
 FG1648
 FG1648;                    North         East    Units  Estimated Accuracy
 FG1648;SPC AR N     -   125,110.      232,670.      MT  (+/- 180 meters Scaled)
 FG1648
 FG1648                          SUPERSEDED SURVEY CONTROL
 FG1648
 FG1648.No superseded survey control is available for this station.
 FG1648
 FG1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV234229(NAD 83)
 FG1648_MARKER: I = METAL ROD
 FG1648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1648+WITH SETTING: INFORMATION.
 FG1648_SP_SET: SHALLOW SET METAL ROD
 FG1648_STAMPING: U 296 1984
 FG1648_MARK LOGO: NGS   
 FG1648_PROJECTION: FLUSH
 FG1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1648_ROD/PIPE-DEPTH: 2.13 meters
 FG1648
 FG1648  HISTORY     - Date     Condition        Report By
 FG1648  HISTORY     - 1984     MONUMENTED       NGS
 FG1648  HISTORY     - 1987     GOOD             USPSQD
 FG1648
 FG1648                          STATION DESCRIPTION
 FG1648
 FG1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1648'6.0 KM (3.75 MI) SOUTH FROM OZARK.
 FG1648'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF U.S.
 FG1648'HIGHWAY 64 IN OZARK, THENCE 1.2 KM (0.75 MI) WEST ALONG STATE HIGHWAY
 FG1648'96 TO THE MARK ON THE LEFT ACROSS THE HIGHWAY FROM A ROCK HOUSE,
 FG1648'9.85 METERS (32.3 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 96,
 FG1648'13.17 METERS (43.2 FT) WEST OF A POWER POLE, 4.36 METERS (14.3 FT)
 FG1648'EAST OF THE CENTER OF A FARM ACCESS ROAD AND 0.61 METERS (2.0 FT)
 FG1648'NORTH OF A BARBED WIRE FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1648'THE MARK IS 0.55 METERS  W FROM A WITNESS POST.
 FG1648'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1648
 FG1648                          STATION RECOVERY (1987)
 FG1648
 FG1648'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0802 ***********************************************************************
 FH0802  DESIGNATION -  U 297
 FH0802  PID         -  FH0802
 FH0802  STATE/COUNTY-  AR/SEBASTIAN
 FH0802  USGS QUAD   -  FORT SMITH (1987)
 FH0802
 FH0802                         *CURRENT SURVEY CONTROL
 FH0802  ___________________________________________________________________
 FH0802* NAD 83(1986)-  35 22 31.     (N)    094 24 02.     (W)     SCALED    
 FH0802* NAVD 88     -       152.250  (meters)     499.51   (feet)  ADJUSTED  
 FH0802  ___________________________________________________________________
 FH0802  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FH0802  DYNAMIC HT  -         152.107 (meters)     499.04  (feet)  COMP
 FH0802  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 FH0802
 FH0802  VERT ORDER  -  FIRST     CLASS II
 FH0802
 FH0802.The horizontal coordinates were scaled from a topographic map and have
 FH0802.an estimated accuracy of +/- 6 seconds.
 FH0802
 FH0802.The orthometric height was determined by differential leveling
 FH0802.and adjusted by the National Geodetic Survey in June 1991..
 FH0802
 FH0802.The geoid height was determined by GEOID03.
 FH0802
 FH0802.The dynamic height is computed by dividing the NAVD 88
 FH0802.geopotential number by the normal gravity value computed on the
 FH0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0802.degrees latitude (g = 980.6199 gals.).
 FH0802
 FH0802.The modeled gravity was interpolated from observed gravity values.
 FH0802
 FH0802;                    North         East    Units  Estimated Accuracy
 FH0802;SPC AR N     -   118,250.      181,900.      MT  (+/- 180 meters Scaled)
 FH0802
 FH0802                          SUPERSEDED SURVEY CONTROL
 FH0802
 FH0802.No superseded survey control is available for this station.
 FH0802
 FH0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV727155(NAD 83)
 FH0802_MARKER: I = METAL ROD
 FH0802_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0802+WITH SETTING: INFORMATION.
 FH0802_SP_SET: SHALLOW SET METAL ROD
 FH0802_STAMPING: U 297 1984
 FH0802_MARK LOGO: NGS   
 FH0802_PROJECTION: RECESSED 5 CENTIMETERS
 FH0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0802_ROD/PIPE-DEPTH: 1.22 meters
 FH0802
 FH0802  HISTORY     - Date     Condition        Report By
 FH0802  HISTORY     - 1984     MONUMENTED       NGS
 FH0802  HISTORY     - 1987     GOOD             USPSQD
 FH0802  HISTORY     - 1988     GOOD             USPSQD
 FH0802  HISTORY     - 1989     GOOD             USPSQD
 FH0802
 FH0802                          STATION DESCRIPTION
 FH0802
 FH0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0802'IN FORT SMITH.
 FH0802'IN FORT SMITH, 2.7 KM (1.7 MI) EAST ALONG ROGERS AVENUE FROM THE MAIN
 FH0802'POST OFFICE TO THE VERY LARGE CENTRAL PRESBYTERIAN CHURCH AND THE MARK
 FH0802'ON THE LEFT, 8.84 METERS (29.0 FT) NORTH-NORTHEAST OF THE CENTERLINE
 FH0802'OF WESTBOUND HIGHWAY 22, 18.71 METERS (61.4 FT) SOUTH OF THE SOUTHEAST
 FH0802'CORNER OF THE CHURCH,  5.46 METERS (17.9 FT) EAST OF THE CENTER OF THE
 FH0802'SIDEWALK TO THE MAIN ENTRANCE TO THE CHURCH AND 0.43 METERS (1.4 FT)
 FH0802'SOUTH OF THE SOUTH END OF THE EAST FLOWER BED BY THE SIDEWALK.  NOTE,
 FH0802'ROD DRIVEN TO REFUSAL.
 FH0802'THE MARK IS ABOVE LEVEL WITH HIGHWAY 22.
 FH0802
 FH0802                          STATION RECOVERY (1987)
 FH0802
 FH0802'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0802'RECOVERED IN GOOD CONDITION.
 FH0802
 FH0802                          STATION RECOVERY (1988)
 FH0802
 FH0802'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0802'RECOVERED IN GOOD CONDITION.
 FH0802
 FH0802                          STATION RECOVERY (1989)
 FH0802
 FH0802'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0824 ***********************************************************************
 FH0824  DESIGNATION -  U 298
 FH0824  PID         -  FH0824
 FH0824  STATE/COUNTY-  AR/SEBASTIAN
 FH0824  USGS QUAD   -  GREENWOOD (1987)
 FH0824
 FH0824                         *CURRENT SURVEY CONTROL
 FH0824  ___________________________________________________________________
 FH0824* NAD 83(1986)-  35 12 43.     (N)    094 17 37.     (W)     SCALED    
 FH0824* NAVD 88     -       182.499  (meters)     598.75   (feet)  ADJUSTED  
 FH0824  ___________________________________________________________________
 FH0824  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FH0824  DYNAMIC HT  -         182.322 (meters)     598.17  (feet)  COMP
 FH0824  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 FH0824
 FH0824  VERT ORDER  -  FIRST     CLASS II
 FH0824
 FH0824.The horizontal coordinates were scaled from a topographic map and have
 FH0824.an estimated accuracy of +/- 6 seconds.
 FH0824
 FH0824.The orthometric height was determined by differential leveling
 FH0824.and adjusted by the National Geodetic Survey in June 1991..
 FH0824
 FH0824.The geoid height was determined by GEOID03.
 FH0824
 FH0824.The dynamic height is computed by dividing the NAVD 88
 FH0824.geopotential number by the normal gravity value computed on the
 FH0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0824.degrees latitude (g = 980.6199 gals.).
 FH0824
 FH0824.The modeled gravity was interpolated from observed gravity values.
 FH0824
 FH0824;                    North         East    Units  Estimated Accuracy
 FH0824;SPC AR N     -    99,910.      191,190.      MT  (+/- 180 meters Scaled)
 FH0824
 FH0824                          SUPERSEDED SURVEY CONTROL
 FH0824
 FH0824.No superseded survey control is available for this station.
 FH0824
 FH0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU822973(NAD 83)
 FH0824_MARKER: I = METAL ROD
 FH0824_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0824+WITH SETTING: INFORMATION.
 FH0824_SP_SET: SHALLOW SET METAL ROD
 FH0824_STAMPING: U 298 1985
 FH0824_MARK LOGO: NGS   
 FH0824_PROJECTION: FLUSH
 FH0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0824_ROD/PIPE-DEPTH: 2.4  meters
 FH0824
 FH0824  HISTORY     - Date     Condition        Report By
 FH0824  HISTORY     - 1985     MONUMENTED       NGS
 FH0824  HISTORY     - 1987     GOOD             USPSQD
 FH0824  HISTORY     - 1988     GOOD             USPSQD
 FH0824  HISTORY     - 1989     GOOD             USPSQD
 FH0824  HISTORY     - 1990     GOOD             USPSQD
 FH0824  HISTORY     - 20040225 GOOD             ARHD
 FH0824
 FH0824                          STATION DESCRIPTION
 FH0824
 FH0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0824'6.9 KM (4.25 MI) SOUTH FROM GREENWOOD.
 FH0824'5.1 KM (3.15 MI) WEST ALONG STATE ROUTE 10S SPUR FROM THE SEBASTIAN
 FH0824'COUNTY COURTHOUSE IN GREENWOOD, THENCE 1.8 KM (1.1 MI) SOUTH ALONG
 FH0824'U.S. HIGHWAY 71, THENCE 0.16 KM (0.1 MI) EAST ALONG COUNTY ROAD 51, AT
 FH0824'THE NORTHWEST CORNER OF CROSS CEMETERY, 6.3 METERS (20.5 FT) SOUTH OF
 FH0824'THE APPROXIMATE CENTER OF THE COUNTY ROAD, 0.31 METERS (1.0 FT) NORTH
 FH0824'OF A CYCLONE FENCE OF THE CEMETERY, 17.6 METERS (57.8 FT) EAST OF A
 FH0824'METAL CORNER FENCE POST, 3.0 METERS (10.0 FT) WEST OF THE CENTER OF A
 FH0824'WIRE GATE LEADING TO THE CEMETERY, AND 6.9 METERS (22.7 FT)
 FH0824'WEST-SOUTHWEST OF A COUNTY ROAD 51 SIGN POST.  NOTE, DRIVEN TO GRADUAL
 FH0824'REFUSAL.
 FH0824'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FH0824'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 FH0824
 FH0824                          STATION RECOVERY (1987)
 FH0824
 FH0824'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0824'RECOVERED IN GOOD CONDITION.
 FH0824
 FH0824                          STATION RECOVERY (1988)
 FH0824
 FH0824'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0824'RECOVERED IN GOOD CONDITION.
 FH0824
 FH0824                          STATION RECOVERY (1989)
 FH0824
 FH0824'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0824'RECOVERED IN GOOD CONDITION.
 FH0824
 FH0824                          STATION RECOVERY (1990)
 FH0824
 FH0824'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0824'RECOVERED IN GOOD CONDITION.
 FH0824
 FH0824                          STATION RECOVERY (2004)
 FH0824
 FH0824'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (DFC)
 FH0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0681 ***********************************************************************
 EK0681  DESIGNATION -  U 299
 EK0681  PID         -  EK0681
 EK0681  STATE/COUNTY-  AR/SCOTT
 EK0681  USGS QUAD   -  BOLES (1983)
 EK0681
 EK0681                         *CURRENT SURVEY CONTROL
 EK0681  ___________________________________________________________________
 EK0681* NAD 83(1986)-  34 52 12.     (N)    094 05 09.     (W)     SCALED    
 EK0681* NAVD 88     -       221.901  (meters)     728.02   (feet)  ADJUSTED  
 EK0681  ___________________________________________________________________
 EK0681  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 EK0681  DYNAMIC HT  -         221.669 (meters)     727.26  (feet)  COMP
 EK0681  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 EK0681
 EK0681  VERT ORDER  -  FIRST     CLASS II
 EK0681
 EK0681.The horizontal coordinates were scaled from a topographic map and have
 EK0681.an estimated accuracy of +/- 6 seconds.
 EK0681
 EK0681.The orthometric height was determined by differential leveling
 EK0681.and adjusted by the National Geodetic Survey in June 1991..
 EK0681
 EK0681.The geoid height was determined by GEOID03.
 EK0681
 EK0681.The dynamic height is computed by dividing the NAVD 88
 EK0681.geopotential number by the normal gravity value computed on the
 EK0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0681.degrees latitude (g = 980.6199 gals.).
 EK0681
 EK0681.The modeled gravity was interpolated from observed gravity values.
 EK0681
 EK0681;                    North         East    Units  Estimated Accuracy
 EK0681;SPC AR N     -    61,560.      209,300.      MT  (+/- 180 meters Scaled)
 EK0681
 EK0681                          SUPERSEDED SURVEY CONTROL
 EK0681
 EK0681.No superseded survey control is available for this station.
 EK0681
 EK0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU007591(NAD 83)
 EK0681_MARKER: DB = BENCH MARK DISK
 EK0681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0681_SP_SET: BOX CULVERT
 EK0681_STAMPING: U 299 1985
 EK0681_MARK LOGO: NGS   
 EK0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0681
 EK0681  HISTORY     - Date     Condition        Report By
 EK0681  HISTORY     - 1985     MONUMENTED       NGS
 EK0681  HISTORY     - 1987     GOOD             USPSQD
 EK0681  HISTORY     - 1988     GOOD             USPSQD
 EK0681  HISTORY     - 1989     GOOD             USPSQD
 EK0681  HISTORY     - 1990     GOOD             USPSQD
 EK0681
 EK0681                          STATION DESCRIPTION
 EK0681
 EK0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0681'5.6 KM (3.45 MI) SOUTH FROM WALDRON.
 EK0681'1.5 KM (0.95 MI) WEST ALONG EAST CHURCH STREET FROM THE JUNCTION OF
 EK0681'U.S. HIGHWAY 71 B (BUSINESS ROUTE) IN WALDRON, THENCE 4.0 KM (2.5 MI)
 EK0681'SOUTHERLY ALONG U.S. HIGHWAY 71, SET IN TOP OF THE NORTHWEST END OF A
 EK0681'30-FEET TRIPLE BOX CULVERT HEADWALL NUMBERED 71-10+19.90, AND
 EK0681'20.2 METERS (66.2 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 71 (SLOPE
 EK0681'MEASUREMENT).
 EK0681'THE MARK IS 3.0 M BELOW HIGHWAY 71.
 EK0681
 EK0681                          STATION RECOVERY (1987)
 EK0681
 EK0681'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0681'RECOVERED IN GOOD CONDITION.
 EK0681
 EK0681                          STATION RECOVERY (1988)
 EK0681
 EK0681'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0681'RECOVERED IN GOOD CONDITION.
 EK0681
 EK0681                          STATION RECOVERY (1989)
 EK0681
 EK0681'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0681'RECOVERED IN GOOD CONDITION.
 EK0681
 EK0681                          STATION RECOVERY (1990)
 EK0681
 EK0681'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0753 ***********************************************************************
 FF0753  DESIGNATION -  U 3
 FF0753  PID         -  FF0753
 FF0753  STATE/COUNTY-  AR/CRAIGHEAD
 FF0753  USGS QUAD   -  NEEDHAM (1983)
 FF0753
 FF0753                         *CURRENT SURVEY CONTROL
 FF0753  ___________________________________________________________________
 FF0753* NAD 83(1986)-  35 45 10.     (N)    090 34 25.     (W)     SCALED    
 FF0753* NAVD 88     -        69.095  (meters)     226.69   (feet)  ADJUSTED  
 FF0753  ___________________________________________________________________
 FF0753  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF0753  DYNAMIC HT  -          69.036 (meters)     226.50  (feet)  COMP
 FF0753  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 FF0753
 FF0753  VERT ORDER  -  FIRST     CLASS II
 FF0753
 FF0753.The horizontal coordinates were scaled from a topographic map and have
 FF0753.an estimated accuracy of +/- 6 seconds.
 FF0753
 FF0753.The orthometric height was determined by differential leveling
 FF0753.and adjusted by the National Geodetic Survey in June 1991..
 FF0753
 FF0753.The geoid height was determined by GEOID03.
 FF0753
 FF0753.The dynamic height is computed by dividing the NAVD 88
 FF0753.geopotential number by the normal gravity value computed on the
 FF0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0753.degrees latitude (g = 980.6199 gals.).
 FF0753
 FF0753.The modeled gravity was interpolated from observed gravity values.
 FF0753
 FF0753;                    North         East    Units  Estimated Accuracy
 FF0753;SPC AR N     -   158,410.      529,000.      MT  (+/- 180 meters Scaled)
 FF0753
 FF0753                          SUPERSEDED SURVEY CONTROL
 FF0753
 FF0753  NGVD 29 (??/??/??)   69.014  (m)          226.42   (f) ADJUSTED    1 2
 FF0753
 FF0753.Superseded values are not recommended for survey control.
 FF0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0753.See file dsdata.txt to determine how the superseded data were derived.
 FF0753
 FF0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV193592(NAD 83)
 FF0753_MARKER: DB = BENCH MARK DISK
 FF0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0753_STAMPING: 226.423 U 3 1928
 FF0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0753+STABILITY: SURFACE MOTION
 FF0753
 FF0753  HISTORY     - Date     Condition        Report By
 FF0753  HISTORY     - 1928     MONUMENTED       CGS
 FF0753  HISTORY     - 1956     GOOD             CGS
 FF0753  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0753
 FF0753                          STATION DESCRIPTION
 FF0753
 FF0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0753'0.7 MI NW FROM BAY.
 FF0753'0.7 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0753'THE STATION AT BAY, 37 FEET NORTHEAST OF NORTHEAST RAIL, 8 1/2
 FF0753'FEET SOUTHEAST OF TELEPHONE POLE NO. 429/33, 110 FEET NORTH OF
 FF0753'CENTER OF A ROAD CROSSING, 34 FEET EAST OF A BLOCK SIGNAL, ACROSS
 FF0753'THE TRACK FROM A POINT WHERE THE ROAD WHICH CROSSES THE TRACK
 FF0753'JUNCTIONS WITH U.S. HIGHWAY 63, ABOUT 6 FEET BELOW LEVEL OF TRACK
 FF0753'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0753
 FF0753                          STATION RECOVERY (1992)
 FF0753
 FF0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0753'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0598 ***********************************************************************
 FF0598  DESIGNATION -  U 30
 FF0598  PID         -  FF0598
 FF0598  STATE/COUNTY-  AR/ST FRANCIS
 FF0598  USGS QUAD   -  FORREST CITY (1976)
 FF0598
 FF0598                         *CURRENT SURVEY CONTROL
 FF0598  ___________________________________________________________________
 FF0598* NAD 83(1986)-  35 00 12.     (N)    090 47 57.     (W)     SCALED    
 FF0598* NAVD 88     -        74.543  (meters)     244.56   (feet)  ADJUSTED  
 FF0598  ___________________________________________________________________
 FF0598  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0598  DYNAMIC HT  -          74.475 (meters)     244.34  (feet)  COMP
 FF0598  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FF0598
 FF0598  VERT ORDER  -  FIRST     CLASS II
 FF0598
 FF0598.The horizontal coordinates were scaled from a topographic map and have
 FF0598.an estimated accuracy of +/- 6 seconds.
 FF0598
 FF0598.The orthometric height was determined by differential leveling
 FF0598.and adjusted by the National Geodetic Survey in June 1991..
 FF0598.WARNING-Repeat measurements at this control monument indicate possible
 FF0598.vertical movement.
 FF0598
 FF0598.The geoid height was determined by GEOID03.
 FF0598
 FF0598.The dynamic height is computed by dividing the NAVD 88
 FF0598.geopotential number by the normal gravity value computed on the
 FF0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0598.degrees latitude (g = 980.6199 gals.).
 FF0598
 FF0598.The modeled gravity was interpolated from observed gravity values.
 FF0598
 FF0598;                    North         East    Units  Estimated Accuracy
 FF0598;SPC AR N     -    75,000.      509,610.      MT  (+/- 180 meters Scaled)
 FF0598
 FF0598                          SUPERSEDED SURVEY CONTROL
 FF0598
 FF0598  NGVD 29 (??/??/??)   74.527  (m)          244.51   (f) ADJUSTED    1 2
 FF0598
 FF0598.Superseded values are not recommended for survey control.
 FF0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0598.See file dsdata.txt to determine how the superseded data were derived.
 FF0598
 FF0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU008756(NAD 83)
 FF0598_MARKER: DB = BENCH MARK DISK
 FF0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0598_SP_SET: OVERPASS ABUTMENT
 FF0598_STAMPING: 244.481 U 30 1933
 FF0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0598
 FF0598  HISTORY     - Date     Condition        Report By
 FF0598  HISTORY     - 1933     MONUMENTED       CGS
 FF0598  HISTORY     - 1955     GOOD             CGS
 FF0598  HISTORY     - 20030603 MARK NOT FOUND   USACE
 FF0598
 FF0598                          STATION DESCRIPTION
 FF0598
 FF0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0598'0.8 MI SW FROM FORREST CITY.
 FF0598'ABOUT 0.85 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0598'PACIFIC RAILROAD FROM THE STATION AT FORREST CITY, AT THE
 FF0598'RAILROAD OVERPASS OVER U.S. HIGHWAY 70, IN THE TOP OF A CONCRETE
 FF0598'RETAINING WALL EXTENDING NORTHEAST FROM THE NORTHWEST END OF
 FF0598'NORTHEAST ABUTMENT OF OVERPASS, 4 1/2 FEET NORTHEAST OF NORTHEAST
 FF0598'END OF STEEL PART OF OVERPASS, 4 1/2 FEET NORTHWEST OF NORTHWEST
 FF0598'RAIL, 22 FEET SOUTHWEST OF NORTHEAST END OF RETAINING WALL AND
 FF0598'ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 FF0598
 FF0598                          STATION RECOVERY (2003)
 FF0598
 FF0598'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0598'MARK NOT RECOVERED DUE TO ADDITION TO RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0711 ***********************************************************************
 EK0711  DESIGNATION -  U 300
 EK0711  PID         -  EK0711
 EK0711  STATE/COUNTY-  AR/POLK
 EK0711  USGS QUAD   -  MENA (1975)
 EK0711
 EK0711                         *CURRENT SURVEY CONTROL
 EK0711  ___________________________________________________________________
 EK0711* NAD 83(1986)-  34 36 55.     (N)    094 12 19.     (W)     SCALED    
 EK0711* NAVD 88     -       325.337  (meters)    1067.38   (feet)  ADJUSTED  
 EK0711  ___________________________________________________________________
 EK0711  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 EK0711  DYNAMIC HT  -         324.986 (meters)    1066.22  (feet)  COMP
 EK0711  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 EK0711
 EK0711  VERT ORDER  -  FIRST     CLASS II
 EK0711
 EK0711.The horizontal coordinates were scaled from a topographic map and have
 EK0711.an estimated accuracy of +/- 6 seconds.
 EK0711
 EK0711.The orthometric height was determined by differential leveling
 EK0711.and adjusted by the National Geodetic Survey in June 1991..
 EK0711
 EK0711.The geoid height was determined by GEOID03.
 EK0711
 EK0711.The dynamic height is computed by dividing the NAVD 88
 EK0711.geopotential number by the normal gravity value computed on the
 EK0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0711.degrees latitude (g = 980.6199 gals.).
 EK0711
 EK0711.The modeled gravity was interpolated from observed gravity values.
 EK0711
 EK0711;                    North         East    Units  Estimated Accuracy
 EK0711;SPC AR S     -   618,310.      197,770.      MT  (+/- 180 meters Scaled)
 EK0711
 EK0711                          SUPERSEDED SURVEY CONTROL
 EK0711
 EK0711.No superseded survey control is available for this station.
 EK0711
 EK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU895310(NAD 83)
 EK0711_MARKER: DB = BENCH MARK DISK
 EK0711_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0711_SP_SET: TRIPLE BOX CULVERT
 EK0711_STAMPING: U 300 1985
 EK0711_MARK LOGO: NGS   
 EK0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0711
 EK0711  HISTORY     - Date     Condition        Report By
 EK0711  HISTORY     - 1985     MONUMENTED       NGS
 EK0711  HISTORY     - 1985     GOOD             USPSQD
 EK0711  HISTORY     - 1987     GOOD             USPSQD
 EK0711  HISTORY     - 1988     GOOD             USPSQD
 EK0711  HISTORY     - 1989     GOOD             USPSQD
 EK0711  HISTORY     - 1990     GOOD             USPSQD
 EK0711
 EK0711                          STATION DESCRIPTION
 EK0711
 EK0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0711'6.4 KM (3.95 MI) NORTH FROM MENA.
 EK0711'6.4 KM (3.95 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0711'SOUTHERN RAILROAD STATION IN MENA, SET IN TOP OF THE SOUTH END OF THE
 EK0711'WEST HEADWALL OF A 30-FEET TRIPLE CHANNEL BOX CULVERT UNDER HIGHWAY
 EK0711'71, AND 7.5 METERS (24.6 FT) WEST OF THE CENTERLINE OF HIGHWAY 71.
 EK0711'THE MARK IS 0.31 M BELOW HIGHWAY 71.
 EK0711
 EK0711                          STATION RECOVERY (1985)
 EK0711
 EK0711'RECOVERY NOTE BY US POWER SQUADRON 1985 (MFS)
 EK0711'RECOVERED IN GOOD CONDITION.
 EK0711
 EK0711                          STATION RECOVERY (1987)
 EK0711
 EK0711'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0711'RECOVERED IN GOOD CONDITION.
 EK0711
 EK0711                          STATION RECOVERY (1988)
 EK0711
 EK0711'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0711'RECOVERED IN GOOD CONDITION.
 EK0711
 EK0711                          STATION RECOVERY (1989)
 EK0711
 EK0711'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0711'RECOVERED IN GOOD CONDITION.
 EK0711
 EK0711                          STATION RECOVERY (1990)
 EK0711
 EK0711'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0735 ***********************************************************************
 EK0735  DESIGNATION -  U 301
 EK0735  PID         -  EK0735
 EK0735  STATE/COUNTY-  AR/POLK
 EK0735  USGS QUAD   -  WICKES (1985)
 EK0735
 EK0735                         *CURRENT SURVEY CONTROL
 EK0735  ___________________________________________________________________
 EK0735* NAD 83(1986)-  34 19 20.     (N)    094 21 51.     (W)     SCALED    
 EK0735* NAVD 88     -       305.205  (meters)    1001.33   (feet)  ADJUSTED  
 EK0735  ___________________________________________________________________
 EK0735  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EK0735  DYNAMIC HT  -         304.882 (meters)    1000.27  (feet)  COMP
 EK0735  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 EK0735
 EK0735  VERT ORDER  -  FIRST     CLASS II
 EK0735
 EK0735.The horizontal coordinates were scaled from a topographic map and have
 EK0735.an estimated accuracy of +/- 6 seconds.
 EK0735
 EK0735.The orthometric height was determined by differential leveling
 EK0735.and adjusted by the National Geodetic Survey in June 1991..
 EK0735
 EK0735.The geoid height was determined by GEOID03.
 EK0735
 EK0735.The dynamic height is computed by dividing the NAVD 88
 EK0735.geopotential number by the normal gravity value computed on the
 EK0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0735.degrees latitude (g = 980.6199 gals.).
 EK0735
 EK0735.The modeled gravity was interpolated from observed gravity values.
 EK0735
 EK0735;                    North         East    Units  Estimated Accuracy
 EK0735;SPC AR S     -   586,140.      182,450.      MT  (+/- 180 meters Scaled)
 EK0735
 EK0735                          SUPERSEDED SURVEY CONTROL
 EK0735
 EK0735.No superseded survey control is available for this station.
 EK0735
 EK0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT744987(NAD 83)
 EK0735_MARKER: DB = BENCH MARK DISK
 EK0735_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0735_SP_SET: CULVERT
 EK0735_STAMPING: U 301 1985
 EK0735_MARK LOGO: NGS   
 EK0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0735
 EK0735  HISTORY     - Date     Condition        Report By
 EK0735  HISTORY     - 1985     MONUMENTED       NGS
 EK0735  HISTORY     - 1987     GOOD             USPSQD
 EK0735  HISTORY     - 1988     GOOD             USPSQD
 EK0735  HISTORY     - 1989     GOOD             USPSQD
 EK0735  HISTORY     - 1990     GOOD             USPSQD
 EK0735
 EK0735                          STATION DESCRIPTION
 EK0735
 EK0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0735'4.8 KM (2.95 MI) SOUTH FROM HATTON.
 EK0735'4.8 KM (2.95 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0735'HATTON, SET IN TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A 12-FEET
 EK0735'BOX CULVERT UNDER HIGHWAY 71, AND 7.1 METERS (23.3 FT) WEST OF THE
 EK0735'CENTERLINE OF THE HIGHWAY.
 EK0735'THE MARK IS 0.31 M BELOW HIGHWAY 71.
 EK0735
 EK0735                          STATION RECOVERY (1987)
 EK0735
 EK0735'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0735'RECOVERED IN GOOD CONDITION.
 EK0735
 EK0735                          STATION RECOVERY (1988)
 EK0735
 EK0735'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0735'RECOVERED IN GOOD CONDITION.
 EK0735
 EK0735                          STATION RECOVERY (1989)
 EK0735
 EK0735'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0735'RECOVERED IN GOOD CONDITION.
 EK0735
 EK0735                          STATION RECOVERY (1990)
 EK0735
 EK0735'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0762 ***********************************************************************
 EK0762  DESIGNATION -  U 302
 EK0762  PID         -  EK0762
 EK0762  STATE/COUNTY-  AR/SEVIER
 EK0762  USGS QUAD   -  DE QUEEN (1966)
 EK0762
 EK0762                         *CURRENT SURVEY CONTROL
 EK0762  ___________________________________________________________________
 EK0762* NAD 83(1986)-  34 02 56.     (N)    094 19 48.     (W)     SCALED    
 EK0762* NAVD 88     -       135.837  (meters)     445.66   (feet)  ADJUSTED  
 EK0762  ___________________________________________________________________
 EK0762  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EK0762  DYNAMIC HT  -         135.698 (meters)     445.20  (feet)  COMP
 EK0762  MODELED GRAV-     979,613.8   (mgal)                       NAVD 88
 EK0762
 EK0762  VERT ORDER  -  FIRST     CLASS II
 EK0762
 EK0762.The horizontal coordinates were scaled from a topographic map and have
 EK0762.an estimated accuracy of +/- 6 seconds.
 EK0762
 EK0762.The orthometric height was determined by differential leveling
 EK0762.and adjusted by the National Geodetic Survey in June 1991..
 EK0762
 EK0762.The geoid height was determined by GEOID03.
 EK0762
 EK0762.The dynamic height is computed by dividing the NAVD 88
 EK0762.geopotential number by the normal gravity value computed on the
 EK0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0762.degrees latitude (g = 980.6199 gals.).
 EK0762
 EK0762.The modeled gravity was interpolated from observed gravity values.
 EK0762
 EK0762;                    North         East    Units  Estimated Accuracy
 EK0762;SPC AR S     -   555,750.      184,900.      MT  (+/- 180 meters Scaled)
 EK0762
 EK0762                          SUPERSEDED SURVEY CONTROL
 EK0762
 EK0762.No superseded survey control is available for this station.
 EK0762
 EK0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT772683(NAD 83)
 EK0762_MARKER: I = METAL ROD
 EK0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0762_SP_SET: STAINLESS STEEL ROD
 EK0762_STAMPING: U 302 1985
 EK0762_MARK LOGO: NGS   
 EK0762_PROJECTION: FLUSH
 EK0762_MAGNETIC: I = MARKER IS A STEEL ROD
 EK0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0762+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1998
 EK0762_ROD/PIPE-DEPTH: 3.4  meters
 EK0762
 EK0762  HISTORY     - Date     Condition        Report By
 EK0762  HISTORY     - 1985     MONUMENTED       NGS
 EK0762  HISTORY     - 1987     GOOD             USPSQD
 EK0762  HISTORY     - 1988     GOOD             USPSQD
 EK0762  HISTORY     - 1989     GOOD             USPSQD
 EK0762  HISTORY     - 1990     GOOD             USPSQD
 EK0762  HISTORY     - 19920823 GOOD             USPSQD
 EK0762  HISTORY     - 19980113 GOOD             NGS
 EK0762
 EK0762                          STATION DESCRIPTION
 EK0762
 EK0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0762'0.4 KM (0.25 MI) NORTH FROM DE QUEEN.
 EK0762'0.4 KM (0.25 MI) NORTH ALONG U.S. HIGHWY 71 FROM THE JUNCTION OF U.S.
 EK0762'HIGHWAY 70 IN DE QUEEN, IN THE SOUTHWEST CORNER OF A MOTEL LAWN,
 EK0762'0.08 KM (0.05 MI) NORTH OF A PAVED ROAD LEADING WEST (BROWN AVENUE),
 EK0762'15.84 METERS (52.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 EK0762'21.91 METERS (71.9 FT) NORTH OF THE CENTER OF THE MOTEL OFFICE DOOR,
 EK0762'21.79 METERS (71.5 FT) WEST OF A LARGE PINE TREE, 8.53 METERS
 EK0762'(28.0 FT) SOUTH-SOUTHEAST OF THE 12-INCH ROUND BASE OF THE MOTEL SIGN,
 EK0762'1.31 METERS (4.3 FT) EAST OF A SECURITY LIGHT POLE, AND 1.82 METERS
 EK0762'(6.0 FT) NORTHEAST OF A CURB.  NOTE, DRIVEN TO REFUSAL.
 EK0762'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 EK0762'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0762
 EK0762                          STATION RECOVERY (1987)
 EK0762
 EK0762'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0762'RECOVERED IN GOOD CONDITION.
 EK0762
 EK0762                          STATION RECOVERY (1988)
 EK0762
 EK0762'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0762'RECOVERED IN GOOD CONDITION.
 EK0762
 EK0762                          STATION RECOVERY (1989)
 EK0762
 EK0762'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0762'RECOVERED IN GOOD CONDITION.
 EK0762
 EK0762                          STATION RECOVERY (1990)
 EK0762
 EK0762'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0762'RECOVERED IN GOOD CONDITION.
 EK0762
 EK0762                          STATION RECOVERY (1992)
 EK0762
 EK0762'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 EK0762'RECOVERED IN GOOD CONDITION.
 EK0762
 EK0762                          STATION RECOVERY (1998)
 EK0762
 EK0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 EK0762'0.4 KM (0.25 MI) NORTHERLY ALONG U.S.  HIGHWAY 71 FROM THE JUNCTION OF
 EK0762'U.S.  HIGHWAY 70 IN DEQUEEN, 21.3 M (69.9 FT) NORTH OF THE NORTHWEST
 EK0762'CORNER OF THE SCOTTISH INN OFFICE, 15.5 M (50.9 FT) EAST OF THE
 EK0762'HIGHWAY CENTERLINE, 8.6 M (28.2 FT) SOUTHEAST OF A MOTEL SIGN, 1.4 M
 EK0762'(4.6 FT) EAST OF A WITNESS POST AND A UTILITY POLE, AND 0.3 M (1.0 FT)
 EK0762'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 EK0762'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1072 ***********************************************************************
 DM1072  DESIGNATION -  U 303
 DM1072  PID         -  DM1072
 DM1072  STATE/COUNTY-  AR/LITTLE RIVER
 DM1072  USGS QUAD   -  WINTHROP (1975)
 DM1072
 DM1072                         *CURRENT SURVEY CONTROL
 DM1072  ___________________________________________________________________
 DM1072* NAD 83(1986)-  33 45 34.     (N)    094 15 54.     (W)     SCALED    
 DM1072* NAVD 88     -       105.836  (meters)     347.23   (feet)  ADJUSTED  
 DM1072  ___________________________________________________________________
 DM1072  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DM1072  DYNAMIC HT  -         105.727 (meters)     346.87  (feet)  COMP
 DM1072  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 DM1072
 DM1072  VERT ORDER  -  FIRST     CLASS II
 DM1072
 DM1072.The horizontal coordinates were scaled from a topographic map and have
 DM1072.an estimated accuracy of +/- 6 seconds.
 DM1072
 DM1072.The orthometric height was determined by differential leveling
 DM1072.and adjusted by the National Geodetic Survey in June 1991..
 DM1072
 DM1072.The geoid height was determined by GEOID03.
 DM1072
 DM1072.The dynamic height is computed by dividing the NAVD 88
 DM1072.geopotential number by the normal gravity value computed on the
 DM1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1072.degrees latitude (g = 980.6199 gals.).
 DM1072
 DM1072.The modeled gravity was interpolated from observed gravity values.
 DM1072
 DM1072;                    North         East    Units  Estimated Accuracy
 DM1072;SPC AR S     -   523,520.      190,190.      MT  (+/- 180 meters Scaled)
 DM1072
 DM1072                          SUPERSEDED SURVEY CONTROL
 DM1072
 DM1072.No superseded survey control is available for this station.
 DM1072
 DM1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT828362(NAD 83)
 DM1072_MARKER: I = METAL ROD
 DM1072_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1072_SP_SET: STAINLESS STEEL ROD
 DM1072_STAMPING: U 303 1985
 DM1072_MARK LOGO: NGS   
 DM1072_PROJECTION: FLUSH
 DM1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1072_ROD/PIPE-DEPTH: 9.8  meters
 DM1072
 DM1072  HISTORY     - Date     Condition        Report By
 DM1072  HISTORY     - 1985     MONUMENTED       NGS
 DM1072  HISTORY     - 1987     GOOD             USPSQD
 DM1072  HISTORY     - 1988     GOOD             USPSQD
 DM1072  HISTORY     - 1989     GOOD             USPSQD
 DM1072  HISTORY     - 1990     GOOD             USPSQD
 DM1072  HISTORY     - 19920823 GOOD             USPSQD
 DM1072
 DM1072                          STATION DESCRIPTION
 DM1072
 DM1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1072'1.9 KM (1.15 MI) SOUTH FROM ALLEENE.
 DM1072'1.9 KM (1.15 MI) SOUTH ALONG STATE ROUTE 234 FROM THE POST OFFICE IN
 DM1072'ALLEENE, AT THE JUNCTION OF STATE ROUTE 108 LEADING SOUTH, SET BETWEEN
 DM1072'TWO WITNESS POSTS, 13.5 METERS (44.13 FT) NORTH OF THE CENTERLINE OF
 DM1072'STATE ROUTE 108 WEST, 13.8 METERS (45.1 FT) WEST OF THE CENTERLINE OF
 DM1072'STATE ROUTE 234 NORTH, 7.2 METERS (23.6 FT) EAST-NORTHEAST OF A
 DM1072'TELEPHONE CABLE JUNCTION BOX, 0.64 METERS (21.1 FT) WEST-NORTHWEST OF
 DM1072'THE WEST LEG OF A HIGHWAY STOP SIGN, AND 3.8 METERS (12.5 FT)
 DM1072'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A VERTICAL 8 BY 8 INCH
 DM1072'CONCRETE POST NUMBERED FAS-506.  NOTE, DRIVEN TO REQUIRED DRIVING
 DM1072'RATE.
 DM1072'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 DM1072'THE MARK IS 0.61 M ABOVE STATE ROUTE 108.
 DM1072
 DM1072                          STATION RECOVERY (1987)
 DM1072
 DM1072'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1072'RECOVERED IN GOOD CONDITION.
 DM1072
 DM1072                          STATION RECOVERY (1988)
 DM1072
 DM1072'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1072'RECOVERED IN GOOD CONDITION.
 DM1072
 DM1072                          STATION RECOVERY (1989)
 DM1072
 DM1072'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1072'RECOVERED IN GOOD CONDITION.
 DM1072
 DM1072                          STATION RECOVERY (1990)
 DM1072
 DM1072'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1072'RECOVERED IN GOOD CONDITION.
 DM1072
 DM1072                          STATION RECOVERY (1992)
 DM1072
 DM1072'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1089 ***********************************************************************
 DM1089  DESIGNATION -  U 307
 DM1089  PID         -  DM1089
 DM1089  STATE/COUNTY-  AR/LITTLE RIVER
 DM1089  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1089
 DM1089                         *CURRENT SURVEY CONTROL
 DM1089  ___________________________________________________________________
 DM1089* NAD 83(1986)-  33 40 06.     (N)    094 08 13.     (W)     SCALED    
 DM1089* NAVD 88     -       100.545  (meters)     329.87   (feet)  ADJUSTED  
 DM1089  ___________________________________________________________________
 DM1089  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1089  DYNAMIC HT  -         100.441 (meters)     329.53  (feet)  COMP
 DM1089  MODELED GRAV-     979,597.4   (mgal)                       NAVD 88
 DM1089
 DM1089  VERT ORDER  -  FIRST     CLASS II
 DM1089
 DM1089.The horizontal coordinates were scaled from a topographic map and have
 DM1089.an estimated accuracy of +/- 6 seconds.
 DM1089
 DM1089.The orthometric height was determined by differential leveling
 DM1089.and adjusted by the National Geodetic Survey in June 1991..
 DM1089
 DM1089.The geoid height was determined by GEOID03.
 DM1089
 DM1089.The dynamic height is computed by dividing the NAVD 88
 DM1089.geopotential number by the normal gravity value computed on the
 DM1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1089.degrees latitude (g = 980.6199 gals.).
 DM1089
 DM1089.The modeled gravity was interpolated from observed gravity values.
 DM1089
 DM1089;                    North         East    Units  Estimated Accuracy
 DM1089;SPC AR S     -   513,170.      201,840.      MT  (+/- 180 meters Scaled)
 DM1089
 DM1089                          SUPERSEDED SURVEY CONTROL
 DM1089
 DM1089.No superseded survey control is available for this station.
 DM1089
 DM1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT945259(NAD 83)
 DM1089_MARKER: I = METAL ROD
 DM1089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1089_SP_SET: STAINLESS STEEL ROD
 DM1089_STAMPING: U 307 1985
 DM1089_MARK LOGO: NGS   
 DM1089_PROJECTION: RECESSED 1 CENTIMETERS
 DM1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1089_ROD/PIPE-DEPTH: 17.7 meters
 DM1089
 DM1089  HISTORY     - Date     Condition        Report By
 DM1089  HISTORY     - 1985     MONUMENTED       NGS
 DM1089  HISTORY     - 19971025 GOOD             USPSQD
 DM1089  HISTORY     - 20040922 GOOD             NGS
 DM1089
 DM1089                          STATION DESCRIPTION
 DM1089
 DM1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1089'IN ASHDOWN.
 DM1089'IN ASHDOWN, AT THE JUNCTION OF STATE HIGHWAY 32 AND 6TH STREET, 35.7 M
 DM1089'(117.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 16.2 M (53.1 FT)
 DM1089'NORTH OF THE CENTER OF A DRIVEWAY, 13.5 M (44.3 FT) SOUTH OF A FENCE
 DM1089'CORNER, 10.2 M (33.5 FT) EAST OF THE CENTER OF THE STREET, 8.4 M (27.6
 DM1089'FT) WEST OF THE SOUTHWEST CORNER OF AN APARTMENT BUILDING, AND 0.8 M
 DM1089'(2.6 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1089'THROUGH A 5-INCH LOGO CAP.
 DM1089'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DM1089'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DM1089
 DM1089                          STATION RECOVERY (1997)
 DM1089
 DM1089'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1089'RECOVERED IN GOOD CONDITION.
 DM1089
 DM1089                          STATION RECOVERY (2004)
 DM1089
 DM1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 DM1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1267 ***********************************************************************
 GE1267  DESIGNATION -  U 308
 GE1267  PID         -  GE1267
 GE1267  STATE/COUNTY-  AR/FULTON
 GE1267  USGS QUAD   -  WIRTH (1968)
 GE1267
 GE1267                         *CURRENT SURVEY CONTROL
 GE1267  ___________________________________________________________________
 GE1267* NAD 83(1986)-  36 25 42.     (N)    091 29 27.     (W)     SCALED    
 GE1267* NAVD 88     -       189.655  (meters)     622.23   (feet)  ADJUSTED  
 GE1267  ___________________________________________________________________
 GE1267  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE1267  DYNAMIC HT  -         189.498 (meters)     621.71  (feet)  COMP
 GE1267  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GE1267
 GE1267  VERT ORDER  -  FIRST     CLASS II
 GE1267
 GE1267.The horizontal coordinates were scaled from a topographic map and have
 GE1267.an estimated accuracy of +/- 6 seconds.
 GE1267
 GE1267.The orthometric height was determined by differential leveling
 GE1267.and adjusted by the National Geodetic Survey in January 1995..
 GE1267
 GE1267.The geoid height was determined by GEOID03.
 GE1267
 GE1267.The dynamic height is computed by dividing the NAVD 88
 GE1267.geopotential number by the normal gravity value computed on the
 GE1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1267.degrees latitude (g = 980.6199 gals.).
 GE1267
 GE1267.The modeled gravity was interpolated from observed gravity values.
 GE1267
 GE1267;                    North         East    Units  Estimated Accuracy
 GE1267;SPC AR N     -   232,550.      445,660.      MT  (+/- 180 meters Scaled)
 GE1267
 GE1267                          SUPERSEDED SURVEY CONTROL
 GE1267
 GE1267  NGVD 29 (10/05/93)  189.538  (m)          621.84   (f) ADJUSTED    1 2
 GE1267
 GE1267.Superseded values are not recommended for survey control.
 GE1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1267.See file dsdata.txt to determine how the superseded data were derived.
 GE1267
 GE1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA352325(NAD 83)
 GE1267_MARKER: DV = VERTICAL CONTROL DISK
 GE1267_SETTING: 66 = SET IN ROCK OUTCROP
 GE1267_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1267_STAMPING: U 308 1990
 GE1267_MARK LOGO: NGS   
 GE1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1267+STABILITY: POSITION/ELEVATION WELL
 GE1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1267+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1267
 GE1267  HISTORY     - Date     Condition        Report By
 GE1267  HISTORY     - 1990     MONUMENTED       NGS
 GE1267
 GE1267                          STATION DESCRIPTION
 GE1267
 GE1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1267'10.3 KM (6.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1267'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN A 2 BY 5-FOOT AREA OF
 GE1267'OUTCROPPING BEDROCK, 20.8 M (68.2 FT) SOUTHEAST OF A UTILITY POLE,
 GE1267'16.6 M (54.5 FT) EAST OF THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT) ABOVE
 GE1267'THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) NORTHEAST OF A WITNESS
 GE1267'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0929 ***********************************************************************
 GG0929  DESIGNATION -  U 309
 GG0929  PID         -  GG0929
 GG0929  STATE/COUNTY-  AR/BENTON
 GG0929  USGS QUAD   -  PEA RIDGE (1981)
 GG0929
 GG0929                         *CURRENT SURVEY CONTROL
 GG0929  ___________________________________________________________________
 GG0929* NAD 83(1986)-  36 26 48.     (N)    094 00 21.     (W)     SCALED    
 GG0929* NAVD 88     -       451.083  (meters)    1479.93   (feet)  ADJUSTED  
 GG0929  ___________________________________________________________________
 GG0929  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GG0929  DYNAMIC HT  -         450.687 (meters)    1478.63  (feet)  COMP
 GG0929  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 GG0929
 GG0929  VERT ORDER  -  FIRST     CLASS II
 GG0929
 GG0929.The horizontal coordinates were scaled from a topographic map and have
 GG0929.an estimated accuracy of +/- 6 seconds.
 GG0929
 GG0929.The orthometric height was determined by differential leveling
 GG0929.and adjusted by the National Geodetic Survey in June 1991..
 GG0929
 GG0929.The geoid height was determined by GEOID03.
 GG0929
 GG0929.The dynamic height is computed by dividing the NAVD 88
 GG0929.geopotential number by the normal gravity value computed on the
 GG0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0929.degrees latitude (g = 980.6199 gals.).
 GG0929
 GG0929.The modeled gravity was interpolated from observed gravity values.
 GG0929
 GG0929;                    North         East    Units  Estimated Accuracy
 GG0929;SPC AR N     -   236,300.      220,180.      MT  (+/- 180 meters Scaled)
 GG0929
 GG0929                          SUPERSEDED SURVEY CONTROL
 GG0929
 GG0929  NGVD 29 (10/05/93)  450.931  (m)         1479.43   (f) ADJUSTED    1 2
 GG0929
 GG0929.Superseded values are not recommended for survey control.
 GG0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0929.See file dsdata.txt to determine how the superseded data were derived.
 GG0929
 GG0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA098339(NAD 83)
 GG0929_MARKER: I = METAL ROD
 GG0929_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0929+WITH SETTING: INFORMATION.
 GG0929_SP_SET: METAL ROD DRIVEN INTO GROUND
 GG0929_STAMPING: U 309 1989
 GG0929_MARK LOGO: NGS   
 GG0929_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0929+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0929
 GG0929  HISTORY     - Date     Condition        Report By
 GG0929  HISTORY     - 1989     MONUMENTED       NGS
 GG0929
 GG0929                          STATION DESCRIPTION
 GG0929
 GG0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0929'3.1 KM (1.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 62 FROM THE POST
 GG0929'OFFICE IN GARFIELD, NEAR THE CENTER OF HIGHWAY CUT, A METAL ROD
 GG0929'DRIVEN TO REFUSAL AT 1.5 M AND FLUSH WITH GROUND, 39.2 M (128.6 FT)
 GG0929'WEST OF UTILITY POLE NUMBER 900 46, 21.0 M (68.9 FT) EAST OF A FENCE
 GG0929'CORNER, 18.0 M (59.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.2
 GG0929'M (3.9 FT) ABOVE THE LEVEL 0F THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH
 GG0929'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 GG0929'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0129 ***********************************************************************
 GG0129  DESIGNATION -  U 31
 GG0129  PID         -  GG0129
 GG0129  STATE/COUNTY-  AR/BENTON
 GG0129  USGS QUAD   -  GENTRY (1982)
 GG0129
 GG0129                         *CURRENT SURVEY CONTROL
 GG0129  ___________________________________________________________________
 GG0129* NAD 83(1986)-  36 20 04.     (N)    094 27 39.     (W)     SCALED    
 GG0129* NAVD 88     -       375.185  (meters)    1230.92   (feet)  ADJUSTED  
 GG0129  ___________________________________________________________________
 GG0129  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GG0129  DYNAMIC HT  -         374.863 (meters)    1229.86  (feet)  COMP
 GG0129  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GG0129
 GG0129  VERT ORDER  -  SECOND    CLASS 0
 GG0129
 GG0129.The horizontal coordinates were scaled from a topographic map and have
 GG0129.an estimated accuracy of +/- 6 seconds.
 GG0129
 GG0129.The orthometric height was determined by differential leveling
 GG0129.and adjusted by the National Geodetic Survey in June 1991..
 GG0129
 GG0129.The geoid height was determined by GEOID03.
 GG0129
 GG0129.The dynamic height is computed by dividing the NAVD 88
 GG0129.geopotential number by the normal gravity value computed on the
 GG0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0129.degrees latitude (g = 980.6199 gals.).
 GG0129
 GG0129.The modeled gravity was interpolated from observed gravity values.
 GG0129
 GG0129;                    North         East    Units  Estimated Accuracy
 GG0129;SPC AR N     -   224,780.      179,080.      MT  (+/- 180 meters Scaled)
 GG0129
 GG0129                          SUPERSEDED SURVEY CONTROL
 GG0129
 GG0129  NGVD 29 (??/??/92)  375.042  (m)         1230.45   (f) ADJ UNCH    2 0
 GG0129
 GG0129.Superseded values are not recommended for survey control.
 GG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0129.See file dsdata.txt to determine how the superseded data were derived.
 GG0129
 GG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA688220(NAD 83)
 GG0129_MARKER: DB = BENCH MARK DISK
 GG0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0129_STAMPING: U-31 1934
 GG0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0129+STABILITY: SURFACE MOTION
 GG0129
 GG0129  HISTORY     - Date     Condition        Report By
 GG0129  HISTORY     - 1934     MONUMENTED       CGS
 GG0129  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0129
 GG0129                          STATION DESCRIPTION
 GG0129
 GG0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0129'AT DECATUR.
 GG0129'100 FEET SOUTH OF KANSAS CITY SOUTHERN RAILROAD STATION.  35
 GG0129'FEET EAST OF TRACK, 50 FEET WEST OF HIGHWAY 107.  MILEPOST
 GG0129'BETWEEN TWO TRACK EVEN WITH THE TOP OF THE GROUND.  NOTE-- A
 GG0129'SIDING WAS LAID ALONG THE EAST SIDE OF MAIN TRACKS.
 GG0129
 GG0129                          STATION RECOVERY (1961)
 GG0129
 GG0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1253 ***********************************************************************
 FH1253  DESIGNATION -  U 310
 FH1253  PID         -  FH1253
 FH1253  STATE/COUNTY-  AR/WASHINGTON
 FH1253  USGS QUAD   -  WEST FORK (1994)
 FH1253
 FH1253                         *CURRENT SURVEY CONTROL
 FH1253  ___________________________________________________________________
 FH1253* NAD 83(1986)-  35 59 38.     (N)    094 10 31.     (W)     SCALED    
 FH1253* NAVD 88     -       380.308  (meters)    1247.73   (feet)  ADJUSTED  
 FH1253  ___________________________________________________________________
 FH1253  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH1253  DYNAMIC HT  -         379.961 (meters)    1246.59  (feet)  COMP
 FH1253  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FH1253
 FH1253  VERT ORDER  -  FIRST     CLASS II
 FH1253
 FH1253.The horizontal coordinates were scaled from a topographic map and have
 FH1253.an estimated accuracy of +/- 6 seconds.
 FH1253
 FH1253.The orthometric height was determined by differential leveling
 FH1253.and adjusted by the National Geodetic Survey in June 1991..
 FH1253
 FH1253.The geoid height was determined by GEOID03.
 FH1253
 FH1253.The dynamic height is computed by dividing the NAVD 88
 FH1253.geopotential number by the normal gravity value computed on the
 FH1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1253.degrees latitude (g = 980.6199 gals.).
 FH1253
 FH1253.The modeled gravity was interpolated from observed gravity values.
 FH1253
 FH1253;                    North         East    Units  Estimated Accuracy
 FH1253;SPC AR N     -   186,390.      203,880.      MT  (+/- 180 meters Scaled)
 FH1253
 FH1253                          SUPERSEDED SURVEY CONTROL
 FH1253
 FH1253  NGVD 29 (10/05/93)  380.143  (m)         1247.19   (f) ADJUSTED    1 2
 FH1253
 FH1253.Superseded values are not recommended for survey control.
 FH1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1253.See file dsdata.txt to determine how the superseded data were derived.
 FH1253
 FH1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV940839(NAD 83)
 FH1253_MARKER: I = METAL ROD
 FH1253_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1253_SP_SET: STAINLESS STEEL ROD
 FH1253_STAMPING: U 310 1989
 FH1253_MARK LOGO: NGS   
 FH1253_PROJECTION: FLUSH
 FH1253_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1253+STABILITY: POSITION/ELEVATION WELL
 FH1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1253+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1253_ROD/PIPE-DEPTH: 4.1  meters
 FH1253
 FH1253  HISTORY     - Date     Condition        Report By
 FH1253  HISTORY     - 1989     MONUMENTED       NGS
 FH1253  HISTORY     - 19990515 GOOD             USPSQD
 FH1253
 FH1253                          STATION DESCRIPTION
 FH1253
 FH1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1253'IN GREENLAND, AT THE INTERSECTION OF WILSON STREET AND THE ARKANSAS
 FH1253'AND MISSOURI RAILROAD, 18.1 M (59.4 FT) SOUTH OF THE CENTERLINE OF
 FH1253'THE STREET, 5.4 M (17.7 FT) EAST OF THE NEAR RAIL, 0.3 M (1.0 FT)
 FH1253'WEST OF A WITNESS POST, AND LEVEL WITH THE STREET.  NOTE--ACCESS TO
 FH1253'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FH1253
 FH1253                          STATION RECOVERY (1999)
 FH1253
 FH1253'RECOVERY NOTE BY US POWER SQUADRON 1999
 FH1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1212 ***********************************************************************
 FH1212  DESIGNATION -  U 311
 FH1212  PID         -  FH1212
 FH1212  STATE/COUNTY-  AR/CRAWFORD
 FH1212  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH1212
 FH1212                         *CURRENT SURVEY CONTROL
 FH1212  ___________________________________________________________________
 FH1212* NAD 83(1986)-  35 32 25.     (N)    094 14 08.     (W)     SCALED    
 FH1212* NAVD 88     -       258.837  (meters)     849.20   (feet)  ADJUSTED  
 FH1212  ___________________________________________________________________
 FH1212  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 FH1212  DYNAMIC HT  -         258.597 (meters)     848.41  (feet)  COMP
 FH1212  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 FH1212
 FH1212  VERT ORDER  -  FIRST     CLASS II
 FH1212
 FH1212.The horizontal coordinates were scaled from a topographic map and have
 FH1212.an estimated accuracy of +/- 6 seconds.
 FH1212
 FH1212.The orthometric height was determined by differential leveling
 FH1212.and adjusted by the National Geodetic Survey in June 1991..
 FH1212
 FH1212.The geoid height was determined by GEOID03.
 FH1212
 FH1212.The dynamic height is computed by dividing the NAVD 88
 FH1212.geopotential number by the normal gravity value computed on the
 FH1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1212.degrees latitude (g = 980.6199 gals.).
 FH1212
 FH1212.The modeled gravity was interpolated from observed gravity values.
 FH1212
 FH1212;                    North         East    Units  Estimated Accuracy
 FH1212;SPC AR N     -   136,200.      197,300.      MT  (+/- 180 meters Scaled)
 FH1212
 FH1212                          SUPERSEDED SURVEY CONTROL
 FH1212
 FH1212  NGVD 29 (10/05/93)  258.732  (m)          848.86   (f) ADJUSTED    1 2
 FH1212
 FH1212.Superseded values are not recommended for survey control.
 FH1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1212.See file dsdata.txt to determine how the superseded data were derived.
 FH1212
 FH1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV879336(NAD 83)
 FH1212_MARKER: I = METAL ROD
 FH1212_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1212+WITH SETTING: INFORMATION.
 FH1212_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1212_STAMPING: U 311 1989
 FH1212_MARK LOGO: NGS   
 FH1212_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1212+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1212
 FH1212  HISTORY     - Date     Condition        Report By
 FH1212  HISTORY     - 1989     MONUMENTED       NGS
 FH1212
 FH1212                          STATION DESCRIPTION
 FH1212
 FH1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1212'4.0 KM (2.50 MI) NORTHEASTERLY ALONG STATE HIGHWAY 282 FROM ITS
 FH1212'JUNCTION WITH THE ARKANSAS AND MISSOURI RAILROAD IN RUDY, A METAL ROD
 FH1212'DRIVEN TO REFUSAL AT 1.9 M AND FLUSH WITH GROUND, 15.3 M (50.2 FT)
 FH1212'EAST OF A FENCE CORNER, 14.1 M (46.3 FT) SOUTH OF THE CENTERLINE OF
 FH1212'THE HIGHWAY, 8.1 M (26.6 FT) WEST OF THE CENTER OF A PAVED DRIVEWAY,
 FH1212'1.5 M (4.9 FT) WEST OF THE EAST END OF A FENCE, 0.8 M (2.6 FT) ABOVE
 FH1212'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST
 FH1212'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FH1212'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1236 ***********************************************************************
 FH1236  DESIGNATION -  U 312
 FH1236  PID         -  FH1236
 FH1236  STATE/COUNTY-  AR/WASHINGTON
 FH1236  USGS QUAD   -  BRENTWOOD (1983)
 FH1236
 FH1236                         *CURRENT SURVEY CONTROL
 FH1236  ___________________________________________________________________
 FH1236* NAD 83(1986)-  35 46 10.     (N)    094 07 19.     (W)     SCALED    
 FH1236* NAVD 88     -       614.157  (meters)    2014.95   (feet)  ADJUSTED  
 FH1236  ___________________________________________________________________
 FH1236  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FH1236  DYNAMIC HT  -         613.563 (meters)    2013.00  (feet)  COMP
 FH1236  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 FH1236
 FH1236  VERT ORDER  -  FIRST     CLASS II
 FH1236
 FH1236.The horizontal coordinates were scaled from a topographic map and have
 FH1236.an estimated accuracy of +/- 6 seconds.
 FH1236
 FH1236.The orthometric height was determined by differential leveling
 FH1236.and adjusted by the National Geodetic Survey in June 1991..
 FH1236
 FH1236.The geoid height was determined by GEOID03.
 FH1236
 FH1236.The dynamic height is computed by dividing the NAVD 88
 FH1236.geopotential number by the normal gravity value computed on the
 FH1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1236.degrees latitude (g = 980.6199 gals.).
 FH1236
 FH1236.The modeled gravity was interpolated from observed gravity values.
 FH1236
 FH1236;                    North         East    Units  Estimated Accuracy
 FH1236;SPC AR N     -   161,390.      208,150.      MT  (+/- 180 meters Scaled)
 FH1236
 FH1236                          SUPERSEDED SURVEY CONTROL
 FH1236
 FH1236  NGVD 29 (10/05/93)  613.997  (m)         2014.42   (f) ADJUSTED    1 2
 FH1236
 FH1236.Superseded values are not recommended for survey control.
 FH1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1236.See file dsdata.txt to determine how the superseded data were derived.
 FH1236
 FH1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV985589(NAD 83)
 FH1236_MARKER: I = METAL ROD
 FH1236_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1236+WITH SETTING: INFORMATION.
 FH1236_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1236_STAMPING: U 312 1989
 FH1236_MARK LOGO: NGS   
 FH1236_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1236+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1236
 FH1236  HISTORY     - Date     Condition        Report By
 FH1236  HISTORY     - 1989     MONUMENTED       NGS
 FH1236
 FH1236                          STATION DESCRIPTION
 FH1236
 FH1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1236'4.8 KM (3.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1236'WITH STATE HIGHWAY 74 IN WINSLOW, A METAL ROD DRIVEN TO REFUSAL AT
 FH1236'1.1 M AND FLUSH WITH GROUND, 34.6 M (113.5 FT) SOUTH OF THE EXTENDED
 FH1236'CENTER OF COUNTY ROAD 147, 16.8 M (55.1 FT) EAST OF THE CENTERLINE OF
 FH1236'THE HIGHWAY, 6.4 M (21.0 FT) EAST OF THE NORTH END OF A DRAIN PIPE,
 FH1236'4.1 M (13.5 FT) SOUTHEAST OF A WITNESS POST, 1.0 M (3.3 FT) WEST OF
 FH1236'UTILITY POLE NUMBER 25960063, AND LEVEL WITH THE HIGHWAY.
 FH1236'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1250 ***********************************************************************
 GE1250  DESIGNATION -  U 313
 GE1250  PID         -  GE1250
 GE1250  STATE/COUNTY-  AR/SHARP
 GE1250  USGS QUAD   -  HARDY (1981)
 GE1250
 GE1250                         *CURRENT SURVEY CONTROL
 GE1250  ___________________________________________________________________
 GE1250* NAD 83(1986)-  36 18 05.     (N)    091 24 39.     (W)     SCALED    
 GE1250* NAVD 88     -       170.436  (meters)     559.17   (feet)  ADJUSTED  
 GE1250  ___________________________________________________________________
 GE1250  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE1250  DYNAMIC HT  -         170.293 (meters)     558.70  (feet)  COMP
 GE1250  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GE1250
 GE1250  VERT ORDER  -  FIRST     CLASS II
 GE1250
 GE1250.The horizontal coordinates were scaled from a topographic map and have
 GE1250.an estimated accuracy of +/- 6 seconds.
 GE1250
 GE1250.The orthometric height was determined by differential leveling
 GE1250.and adjusted by the National Geodetic Survey in January 1995..
 GE1250
 GE1250.The geoid height was determined by GEOID03.
 GE1250
 GE1250.The dynamic height is computed by dividing the NAVD 88
 GE1250.geopotential number by the normal gravity value computed on the
 GE1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1250.degrees latitude (g = 980.6199 gals.).
 GE1250
 GE1250.The modeled gravity was interpolated from observed gravity values.
 GE1250
 GE1250;                    North         East    Units  Estimated Accuracy
 GE1250;SPC AR N     -   218,510.      452,920.      MT  (+/- 180 meters Scaled)
 GE1250
 GE1250                          SUPERSEDED SURVEY CONTROL
 GE1250
 GE1250  NGVD 29 (10/05/93)  170.329  (m)          558.82   (f) ADJUSTED    1 2
 GE1250
 GE1250.Superseded values are not recommended for survey control.
 GE1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1250.See file dsdata.txt to determine how the superseded data were derived.
 GE1250
 GE1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA426185(NAD 83)
 GE1250_MARKER: I = METAL ROD
 GE1250_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1250+WITH SETTING: INFORMATION.
 GE1250_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1250_STAMPING: U 313 1990
 GE1250_MARK LOGO: NGS   
 GE1250_PROJECTION: FLUSH
 GE1250_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1250+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1250_ROD/PIPE-DEPTH: 2.7  meters
 GE1250
 GE1250  HISTORY     - Date     Condition        Report By
 GE1250  HISTORY     - 1990     MONUMENTED       NGS
 GE1250
 GE1250                          STATION DESCRIPTION
 GE1250
 GE1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1250'7.9 KM (4.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1250'U.S. HIGHWAY 62 IN HARDY, 20.8 M (68.2 FT) NORTHEAST OF THE HIGHWAY
 GE1250'CENTERLINE, 3.4 M (11.2 FT) SOUTH OF A UTILITY POLE WITH 2 GUY WIRES,
 GE1250'1.3 M (4.3 FT) EAST OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE
 GE1250'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1250'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2189 ***********************************************************************
 FF2189  DESIGNATION -  U 314
 FF2189  PID         -  FF2189
 FF2189  STATE/COUNTY-  AR/POINSETT
 FF2189  USGS QUAD   -  TRUMANN (1983)
 FF2189
 FF2189                         *CURRENT SURVEY CONTROL
 FF2189  ___________________________________________________________________
 FF2189* NAD 83(1986)-  35 39 48.     (N)    090 30 02.     (W)     SCALED    
 FF2189* NAVD 88     -        67.214  (meters)     220.52   (feet)  ADJUSTED  
 FF2189  ___________________________________________________________________
 FF2189  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FF2189  DYNAMIC HT  -          67.156 (meters)     220.33  (feet)  COMP
 FF2189  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 FF2189
 FF2189  VERT ORDER  -  FIRST     CLASS II
 FF2189
 FF2189.The horizontal coordinates were scaled from a topographic map and have
 FF2189.an estimated accuracy of +/- 6 seconds.
 FF2189
 FF2189.The orthometric height was determined by differential leveling
 FF2189.and adjusted by the National Geodetic Survey in January 1995..
 FF2189
 FF2189.The geoid height was determined by GEOID03.
 FF2189
 FF2189.The dynamic height is computed by dividing the NAVD 88
 FF2189.geopotential number by the normal gravity value computed on the
 FF2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2189.degrees latitude (g = 980.6199 gals.).
 FF2189
 FF2189.The modeled gravity was interpolated from observed gravity values.
 FF2189
 FF2189;                    North         East    Units  Estimated Accuracy
 FF2189;SPC AR N     -   148,590.      535,750.      MT  (+/- 180 meters Scaled)
 FF2189
 FF2189                          SUPERSEDED SURVEY CONTROL
 FF2189
 FF2189  NGVD 29 (10/05/93)   67.145  (m)          220.29   (f) ADJUSTED    1 2
 FF2189
 FF2189.Superseded values are not recommended for survey control.
 FF2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2189.See file dsdata.txt to determine how the superseded data were derived.
 FF2189
 FF2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV262494(NAD 83)
 FF2189_MARKER: I = METAL ROD
 FF2189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2189_SP_SET: STAINLESS STEEL ROD
 FF2189_STAMPING: U 314 1990
 FF2189_MARK LOGO: NGS   
 FF2189_PROJECTION: FLUSH
 FF2189_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2189+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF2189_ROD/PIPE-DEPTH: 21.9 meters
 FF2189
 FF2189  HISTORY     - Date     Condition        Report By
 FF2189  HISTORY     - 1990     MONUMENTED       NGS
 FF2189  HISTORY     - 20020814 GOOD             USACE
 FF2189
 FF2189                          STATION DESCRIPTION
 FF2189
 FF2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2189'1.0 KM (0.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 69 SPUR FROM THE
 FF2189'JUNCTION OF CARLSON STREET IN TRUMANN, 29.0 M (95.1 FT) SOUTHWEST OF
 FF2189'THE SOUTHWEST CORNER OF THE 3RD HOUSE SOUTHEAST OF A CREEK, 5.4 M
 FF2189'(17.7 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 1.4 M
 FF2189'(4.6 FT) NORTHWEST OF A UTILITY POLE, AND 0.3 M (1.0 FT) SOUTHEAST OF
 FF2189'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 FF2189'A 5-INCH LOGO CAP.
 FF2189
 FF2189                          STATION RECOVERY (2002)
 FF2189
 FF2189'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1221 ***********************************************************************
 GE1221  DESIGNATION -  U 315
 GE1221  PID         -  GE1221
 GE1221  STATE/COUNTY-  AR/LAWRENCE
 GE1221  USGS QUAD   -  EATON (1981)
 GE1221
 GE1221                         *CURRENT SURVEY CONTROL
 GE1221  ___________________________________________________________________
 GE1221* NAD 83(1986)-  36 07 04.     (N)    091 08 41.     (W)     SCALED    
 GE1221* NAVD 88     -       100.009  (meters)     328.11   (feet)  ADJUSTED  
 GE1221  ___________________________________________________________________
 GE1221  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GE1221  DYNAMIC HT  -          99.926 (meters)     327.84  (feet)  COMP
 GE1221  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GE1221
 GE1221  VERT ORDER  -  FIRST     CLASS II
 GE1221
 GE1221.The horizontal coordinates were scaled from a topographic map and have
 GE1221.an estimated accuracy of +/- 6 seconds.
 GE1221
 GE1221.The orthometric height was determined by differential leveling
 GE1221.and adjusted by the National Geodetic Survey in January 1995..
 GE1221
 GE1221.The geoid height was determined by GEOID03.
 GE1221
 GE1221.The dynamic height is computed by dividing the NAVD 88
 GE1221.geopotential number by the normal gravity value computed on the
 GE1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1221.degrees latitude (g = 980.6199 gals.).
 GE1221
 GE1221.The modeled gravity was interpolated from observed gravity values.
 GE1221
 GE1221;                    North         East    Units  Estimated Accuracy
 GE1221;SPC AR N     -   198,310.      477,000.      MT  (+/- 180 meters Scaled)
 GE1221
 GE1221                          SUPERSEDED SURVEY CONTROL
 GE1221
 GE1221  NGVD 29 (10/05/93)   99.916  (m)          327.81   (f) ADJUSTED    1 2
 GE1221
 GE1221.Superseded values are not recommended for survey control.
 GE1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1221.See file dsdata.txt to determine how the superseded data were derived.
 GE1221
 GE1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV669986(NAD 83)
 GE1221_MARKER: I = METAL ROD
 GE1221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1221_SP_SET: STAINLESS STEEL ROD
 GE1221_STAMPING: U 315 1990
 GE1221_MARK LOGO: NGS   
 GE1221_PROJECTION: FLUSH
 GE1221_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1221+STABILITY: POSITION/ELEVATION WELL
 GE1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1221+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1221_ROD/PIPE-DEPTH: 4.3  meters
 GE1221
 GE1221  HISTORY     - Date     Condition        Report By
 GE1221  HISTORY     - 1990     MONUMENTED       NGS
 GE1221
 GE1221                          STATION DESCRIPTION
 GE1221
 GE1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1221'4.6 KM (2.85 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1221'STATE HIGHWAY 25 IN BLACK ROCK, 1.3 KM (0.80 MI) NORTHWEST OF THE
 GE1221'INTERSECTION OF STATE HIGHWAY 117, 54.7 M (179.5 FT) NORTHWEST OF THE
 GE1221'WEST CORNER OF A LARGE TIN BUILDING, 31.5 M (103.3 FT) SOUTHEAST OF
 GE1221'THE CENTER OF A DRIVEWAY LEADING NORTHEAST TO THE CEDAR RAIL TRAILER
 GE1221'PARK, 18.5 M (60.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.9 M
 GE1221'(16.1 FT) NORTHWEST OF A UTILITY POLE, 0.9 M (3.0 FT) ABOVE THE LEVEL
 GE1221'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND
 GE1221'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1239 ***********************************************************************
 GE1239  DESIGNATION -  U 316
 GE1239  PID         -  GE1239
 GE1239  STATE/COUNTY-  AR/SHARP
 GE1239  USGS QUAD   -  WILLIFORD (1981)
 GE1239
 GE1239                         *CURRENT SURVEY CONTROL
 GE1239  ___________________________________________________________________
 GE1239* NAD 83(1986)-  36 16 33.     (N)    091 19 24.     (W)     SCALED    
 GE1239* NAVD 88     -       137.877  (meters)     452.35   (feet)  ADJUSTED  
 GE1239  ___________________________________________________________________
 GE1239  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE1239  DYNAMIC HT  -         137.763 (meters)     451.98  (feet)  COMP
 GE1239  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GE1239
 GE1239  VERT ORDER  -  FIRST     CLASS II
 GE1239
 GE1239.The horizontal coordinates were scaled from a topographic map and have
 GE1239.an estimated accuracy of +/- 6 seconds.
 GE1239
 GE1239.The orthometric height was determined by differential leveling
 GE1239.and adjusted by the National Geodetic Survey in January 1995..
 GE1239
 GE1239.The geoid height was determined by GEOID03.
 GE1239
 GE1239.The dynamic height is computed by dividing the NAVD 88
 GE1239.geopotential number by the normal gravity value computed on the
 GE1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1239.degrees latitude (g = 980.6199 gals.).
 GE1239
 GE1239.The modeled gravity was interpolated from observed gravity values.
 GE1239
 GE1239;                    North         East    Units  Estimated Accuracy
 GE1239;SPC AR N     -   215,720.      460,800.      MT  (+/- 180 meters Scaled)
 GE1239
 GE1239                          SUPERSEDED SURVEY CONTROL
 GE1239
 GE1239  NGVD 29 (10/05/93)  137.774  (m)          452.01   (f) ADJUSTED    1 2
 GE1239
 GE1239.Superseded values are not recommended for survey control.
 GE1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1239.See file dsdata.txt to determine how the superseded data were derived.
 GE1239
 GE1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA505158(NAD 83)
 GE1239_MARKER: DV = VERTICAL CONTROL DISK
 GE1239_SETTING: 66 = SET IN ROCK OUTCROP
 GE1239_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1239_STAMPING: U 316 1990
 GE1239_MARK LOGO: NGS   
 GE1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1239+STABILITY: POSITION/ELEVATION WELL
 GE1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1239+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1239
 GE1239  HISTORY     - Date     Condition        Report By
 GE1239  HISTORY     - 1990     MONUMENTED       NGS
 GE1239
 GE1239                          STATION DESCRIPTION
 GE1239
 GE1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1239'8.3 KM (5.15 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1239'STATE HIGHWAY 90 IN RAVENDEN, IN THE SOUTHEASTERN 1/3 OF A 4 BY
 GE1239'6-FOOT AREA OF OUTCROPPING BEDROCK, 63.7 M (209.0 FT) SOUTHEAST OF
 GE1239'THE CENTER OF A DRIVEWAY, 13.2 M (43.3 FT) SOUTHWEST OF THE HIGHWAY
 GE1239'CENTERLINE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 GE1239'(1.0 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0226 ***********************************************************************
 GE0226  DESIGNATION -  U 32
 GE0226  PID         -  GE0226
 GE0226  STATE/COUNTY-  AR/CLAY
 GE0226  USGS QUAD   -  KNOBEL (1993)
 GE0226
 GE0226                         *CURRENT SURVEY CONTROL
 GE0226  ___________________________________________________________________
 GE0226* NAD 83(1986)-  36 19 17.     (N)    090 36 12.     (W)     SCALED    
 GE0226* NAVD 88     -        86.243  (meters)     282.95   (feet)  ADJUSTED  
 GE0226  ___________________________________________________________________
 GE0226  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE0226  DYNAMIC HT  -          86.173 (meters)     282.72  (feet)  COMP
 GE0226  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GE0226
 GE0226  VERT ORDER  -  FIRST     CLASS II
 GE0226
 GE0226.The horizontal coordinates were scaled from a topographic map and have
 GE0226.an estimated accuracy of +/- 6 seconds.
 GE0226
 GE0226.The orthometric height was determined by differential leveling
 GE0226.and adjusted by the National Geodetic Survey in June 1991..
 GE0226
 GE0226.The geoid height was determined by GEOID03.
 GE0226
 GE0226.The dynamic height is computed by dividing the NAVD 88
 GE0226.geopotential number by the normal gravity value computed on the
 GE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0226.degrees latitude (g = 980.6199 gals.).
 GE0226
 GE0226.The modeled gravity was interpolated from observed gravity values.
 GE0226
 GE0226;                    North         East    Units  Estimated Accuracy
 GE0226;SPC AR N     -   221,460.      525,410.      MT  (+/- 180 meters Scaled)
 GE0226
 GE0226                          SUPERSEDED SURVEY CONTROL
 GE0226
 GE0226  NGVD 29 (??/??/92)   86.234  (m)          282.92   (f) ADJ UNCH    1 2
 GE0226
 GE0226.Superseded values are not recommended for survey control.
 GE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0226.See file dsdata.txt to determine how the superseded data were derived.
 GE0226
 GE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA151222(NAD 83)
 GE0226_MARKER: DB = BENCH MARK DISK
 GE0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0226_STAMPING: U 32 1933
 GE0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0226+STABILITY: SURFACE MOTION
 GE0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0226+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GE0226
 GE0226  HISTORY     - Date     Condition        Report By
 GE0226  HISTORY     - 1933     MONUMENTED       CGS
 GE0226  HISTORY     - 1956     GOOD             NGS
 GE0226  HISTORY     - 20020917 GOOD             USACE
 GE0226
 GE0226                          STATION DESCRIPTION
 GE0226
 GE0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0226'AT KNOBEL.
 GE0226'AT KNOBEL, ALONG THE MISSOURI PACIFIC RAILROAD, 171 FEET
 GE0226'NORTHEAST OF NORTH CORNER OF STATION, 13 FEET SOUTHEAST OF
 GE0226'SOUTHEAST RAIL OF MAIN LINE TRACK, 15 FEET NORTHWEST OF NORTHWEST
 GE0226'RAIL OF PARAGOULD BRANCH TRACK, 89 FEET NORTHEAST OF CENTER OF
 GE0226'CROSSING OF MAIN LINE TRACK AND A GRAVEL ROAD, 87 1/2 FEET
 GE0226'NORTH-NORTHEAST OF CENTER LINE OF ROAD, 42 FEET SOUTHWEST OF THE
 GE0226'NORTHEAST MOST STATION PLATFORM LIGHT, ABOUT 1 FOOT BELOW LEVEL
 GE0226'OF MAIN LINE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GE0226'PROJECTING 2 1/2 INCHES.
 GE0226
 GE0226                          STATION RECOVERY (2002)
 GE0226
 GE0226'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1813 ***********************************************************************
 FE1813  DESIGNATION -  U 33
 FE1813  PID         -  FE1813
 FE1813  STATE/COUNTY-  AR/MISSISSIPPI
 FE1813  USGS QUAD   -  ARMOREL (1983)
 FE1813
 FE1813                         *CURRENT SURVEY CONTROL
 FE1813  ___________________________________________________________________
 FE1813* NAD 83(1986)-  35 54 14.     (N)    089 45 59.     (W)     SCALED    
 FE1813* NAVD 88     -        78.769  (meters)     258.43   (feet)  ADJUSTED  
 FE1813  ___________________________________________________________________
 FE1813  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FE1813  DYNAMIC HT  -          78.703 (meters)     258.21  (feet)  COMP
 FE1813  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1813
 FE1813  VERT ORDER  -  FIRST     CLASS II
 FE1813
 FE1813.The horizontal coordinates were scaled from a topographic map and have
 FE1813.an estimated accuracy of +/- 6 seconds.
 FE1813
 FE1813.The orthometric height was determined by differential leveling
 FE1813.and adjusted by the National Geodetic Survey in June 1991..
 FE1813.WARNING-Repeat measurements at this control monument indicate possible
 FE1813.vertical movement.
 FE1813
 FE1813.The geoid height was determined by GEOID03.
 FE1813
 FE1813.The dynamic height is computed by dividing the NAVD 88
 FE1813.geopotential number by the normal gravity value computed on the
 FE1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1813.degrees latitude (g = 980.6199 gals.).
 FE1813
 FE1813.The modeled gravity was interpolated from observed gravity values.
 FE1813
 FE1813;                    North         East    Units  Estimated Accuracy
 FE1813;SPC AR N     -   176,530.      601,610.      MT  (+/- 180 meters Scaled)
 FE1813
 FE1813                          SUPERSEDED SURVEY CONTROL
 FE1813
 FE1813  NGVD 29 (??/??/??)   78.710  (m)          258.23   (f) ADJUSTED    1 2
 FE1813
 FE1813.Superseded values are not recommended for survey control.
 FE1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1813.See file dsdata.txt to determine how the superseded data were derived.
 FE1813
 FE1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE503768(NAD 83)
 FE1813_MARKER: DB = BENCH MARK DISK
 FE1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1813_STAMPING: U 33 1933
 FE1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1813+STABILITY: SURFACE MOTION
 FE1813
 FE1813  HISTORY     - Date     Condition        Report By
 FE1813  HISTORY     - 1933     MONUMENTED       CGS
 FE1813  HISTORY     - 1956     GOOD             CGS
 FE1813
 FE1813                          STATION DESCRIPTION
 FE1813
 FE1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1813'AT BARFIELD.
 FE1813'AT BARFIELD, ABOUT 0.1 MILE SOUTH-SOUTHWEST AND PAST COTTON GIN
 FE1813'FROM J.C. ELLIS STORE WHICH IS LOCATED ON STATE HIGHWAY 18 AT
 FE1813'BARFIELD, 103.9 FEET SOUTHWEST OF WEST CORNER OF WALLED IN AND
 FE1813'ROOFED OVER 22 BY 26-FOOT CONCRETE PLATFORM AT THE NORTHWEST
 FE1813'END OF GIN, 6.2 FEET WEST OF A 30-INCH PECAN TREE, NEAR THE
 FE1813'NORTHWEST EDGE OF A LARGE PILE OF COTTON WASTE, 9 FEET SOUTHWEST
 FE1813'OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FE1813'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0174 ***********************************************************************
 GG0174  DESIGNATION -  U 34
 GG0174  PID         -  GG0174
 GG0174  STATE/COUNTY-  AR/BENTON
 GG0174  USGS QUAD   -  COLCORD NE (1971)
 GG0174
 GG0174                         *CURRENT SURVEY CONTROL
 GG0174  ___________________________________________________________________
 GG0174* NAD 83(1986)-  36 25 16.     (N)    094 33 18.     (W)     SCALED    
 GG0174* NAVD 88     -       338.368  (meters)    1110.13   (feet)  ADJUSTED  
 GG0174  ___________________________________________________________________
 GG0174  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GG0174  DYNAMIC HT  -         338.081 (meters)    1109.19  (feet)  COMP
 GG0174  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GG0174
 GG0174  VERT ORDER  -  SECOND    CLASS 0
 GG0174
 GG0174.The horizontal coordinates were scaled from a topographic map and have
 GG0174.an estimated accuracy of +/- 6 seconds.
 GG0174
 GG0174.The orthometric height was determined by differential leveling
 GG0174.and adjusted by the National Geodetic Survey in June 1991..
 GG0174
 GG0174.The geoid height was determined by GEOID03.
 GG0174
 GG0174.The dynamic height is computed by dividing the NAVD 88
 GG0174.geopotential number by the normal gravity value computed on the
 GG0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0174.degrees latitude (g = 980.6199 gals.).
 GG0174
 GG0174.The modeled gravity was interpolated from observed gravity values.
 GG0174
 GG0174;                    North         East    Units  Estimated Accuracy
 GG0174;SPC AR N     -   234,610.      170,880.      MT  (+/- 180 meters Scaled)
 GG0174
 GG0174                          SUPERSEDED SURVEY CONTROL
 GG0174
 GG0174  NGVD 29 (??/??/92)  338.24   (m)         1109.7    (f) COMPUTED    2 0
 GG0174
 GG0174.Superseded values are not recommended for survey control.
 GG0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0174.See file dsdata.txt to determine how the superseded data were derived.
 GG0174
 GG0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA605317(NAD 83)
 GG0174_MARKER: DB = BENCH MARK DISK
 GG0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0174_SP_SET: CULVERT
 GG0174_STAMPING: U 34 1934
 GG0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0174
 GG0174  HISTORY     - Date     Condition        Report By
 GG0174  HISTORY     - 1934     MONUMENTED       CGS
 GG0174  HISTORY     - 1960     MARK NOT FOUND   NGS
 GG0174
 GG0174                          STATION DESCRIPTION
 GG0174
 GG0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0174'2.9 MI E FROM MAYSVILLE.
 GG0174'2.9 MILES EAST ALONG STATE HIGHWAY 102 FROM MAYSVILLE, BENTON
 GG0174'COUNTY, 3.6 MILES EAST OF THE ARKANSAS-OKLAHOMA STATE LINE, 1,500 FEET
 GG0174'SOUTHWEST OF 2 LARGE BARNS, 80 FEET NORTH OF A CLUMP OF WALNUT
 GG0174'TREES, IN LINE WITH A ROW OF POWERLINE POLES, AT A NORTH-AND-SOUTH
 GG0174'CULVERT, AND IN THE TOP OF THE NORTH CONCRETE HEADWALL.  A
 GG0174'STANDARD DISK, STAMPED U 34 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0331 ***********************************************************************
 GF0331  DESIGNATION -  U 35
 GF0331  PID         -  GF0331
 GF0331  STATE/COUNTY-  AR/BOONE
 GF0331  USGS QUAD   -  BERGMAN (1975)
 GF0331
 GF0331                         *CURRENT SURVEY CONTROL
 GF0331  ___________________________________________________________________
 GF0331* NAD 83(1986)-  36 22 04.     (N)    093 05 16.     (W)     SCALED    
 GF0331* NAVD 88     -       276.200  (meters)     906.17   (feet)  ADJUSTED  
 GF0331  ___________________________________________________________________
 GF0331  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GF0331  DYNAMIC HT  -         275.958 (meters)     905.37  (feet)  COMP
 GF0331  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 GF0331
 GF0331  VERT ORDER  -  SECOND    CLASS 0
 GF0331
 GF0331.The horizontal coordinates were scaled from a topographic map and have
 GF0331.an estimated accuracy of +/- 6 seconds.
 GF0331
 GF0331.The orthometric height was determined by differential leveling
 GF0331.and adjusted by the National Geodetic Survey in June 1991..
 GF0331
 GF0331.The geoid height was determined by GEOID03.
 GF0331
 GF0331.The dynamic height is computed by dividing the NAVD 88
 GF0331.geopotential number by the normal gravity value computed on the
 GF0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0331.degrees latitude (g = 980.6199 gals.).
 GF0331
 GF0331.The modeled gravity was interpolated from observed gravity values.
 GF0331
 GF0331;                    North         East    Units  Estimated Accuracy
 GF0331;SPC AR N     -   226,250.      302,380.      MT  (+/- 180 meters Scaled)
 GF0331
 GF0331                          SUPERSEDED SURVEY CONTROL
 GF0331
 GF0331  NGVD 29 (??/??/92)  276.072  (m)          905.75   (f) ADJ UNCH    2 0
 GF0331
 GF0331.Superseded values are not recommended for survey control.
 GF0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0331.See file dsdata.txt to determine how the superseded data were derived.
 GF0331
 GF0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA921247(NAD 83)
 GF0331_MARKER: DB = BENCH MARK DISK
 GF0331_SETTING: 66 = SET IN ROCK OUTCROP
 GF0331_SP_SET: ROCK CUT
 GF0331_STAMPING: U-35 1934
 GF0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0331+STABILITY: POSITION/ELEVATION WELL
 GF0331
 GF0331  HISTORY     - Date     Condition        Report By
 GF0331  HISTORY     - 1934     MONUMENTED       CGS
 GF0331
 GF0331                          STATION DESCRIPTION
 GF0331
 GF0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0331'IN MYRTLE.
 GF0331'IN THE TOWN OF MYRTLE 110 FEET SOUTHWEST OF THE SOUTHWEST
 GF0331'CORNER OF THE PASSENGER STATION, 79.5 FEET WEST OF POLE 423-6,
 GF0331'25.1 FEET WEST OF RAILROAD CENTERLINE, 3 FEET ABOVE THE TOP
 GF0331'OF RAILS, 8.5 FEET NORTH OF THE NORTHWEST CORNER OF LOADING
 GF0331'PLATFORM.  TABLET SET IN TOP OF A LEDGE OF LIMESTONE IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0087 ***********************************************************************
 GF0087  DESIGNATION -  U 36
 GF0087  PID         -  GF0087
 GF0087  STATE/COUNTY-  AR/BAXTER
 GF0087  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0087
 GF0087                         *CURRENT SURVEY CONTROL
 GF0087  ___________________________________________________________________
 GF0087* NAD 83(1986)-  36 17 04.     (N)    092 29 22.     (W)     SCALED    
 GF0087* NAVD 88     -       228.564  (meters)     749.88   (feet)  ADJUSTED  
 GF0087  ___________________________________________________________________
 GF0087  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0087  DYNAMIC HT  -         228.369 (meters)     749.24  (feet)  COMP
 GF0087  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 GF0087
 GF0087  VERT ORDER  -  SECOND    CLASS 0
 GF0087
 GF0087.The horizontal coordinates were scaled from a topographic map and have
 GF0087.an estimated accuracy of +/- 6 seconds.
 GF0087
 GF0087.The orthometric height was determined by differential leveling
 GF0087.and adjusted by the National Geodetic Survey in June 1991..
 GF0087
 GF0087.The geoid height was determined by GEOID03.
 GF0087
 GF0087.The dynamic height is computed by dividing the NAVD 88
 GF0087.geopotential number by the normal gravity value computed on the
 GF0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0087.degrees latitude (g = 980.6199 gals.).
 GF0087
 GF0087.The modeled gravity was interpolated from observed gravity values.
 GF0087
 GF0087;                    North         East    Units  Estimated Accuracy
 GF0087;SPC AR N     -   216,580.      356,030.      MT  (+/- 180 meters Scaled)
 GF0087
 GF0087                          SUPERSEDED SURVEY CONTROL
 GF0087
 GF0087  NGVD 29 (??/??/92)  228.452  (m)          749.51   (f) ADJ UNCH    2 0
 GF0087
 GF0087.Superseded values are not recommended for survey control.
 GF0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0087.See file dsdata.txt to determine how the superseded data were derived.
 GF0087
 GF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA458156(NAD 83)
 GF0087_MARKER: DB = BENCH MARK DISK
 GF0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0087_STAMPING: U-36 1934
 GF0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0087+STABILITY: SURFACE MOTION
 GF0087
 GF0087  HISTORY     - Date     Condition        Report By
 GF0087  HISTORY     - 1934     MONUMENTED       CGS
 GF0087  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0087
 GF0087                          STATION DESCRIPTION
 GF0087
 GF0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0087'AT GASSVILLE.
 GF0087'AT GASSVILLE, ALONG U.S. HWY. 62, AT THE CEMETERY, 38 FEET WEST
 GF0087'OF THE SOUTHEAST FENCE CORNER OF THE CEMETERY, 59 FEET NORTHWEST
 GF0087'OF HIGHWAY CENTERLINE, 1 FT. SOUTHEAST OF CEMETERY FENCE.
 GF0087'TABLET SET IN PRECAST CONCRETE POST.
 GF0087
 GF0087                          STATION RECOVERY (1965)
 GF0087
 GF0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0139 ***********************************************************************
 GF0139  DESIGNATION -  U 37
 GF0139  PID         -  GF0139
 GF0139  STATE/COUNTY-  AR/BAXTER
 GF0139  USGS QUAD   -  COTTER (1981)
 GF0139
 GF0139                         *CURRENT SURVEY CONTROL
 GF0139  ___________________________________________________________________
 GF0139* NAD 83(1986)-  36 16 00.     (N)    092 32 29.     (W)     SCALED    
 GF0139* NAVD 88     -       142.711  (meters)     468.21   (feet)  ADJUSTED  
 GF0139  ___________________________________________________________________
 GF0139  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GF0139  DYNAMIC HT  -         142.590 (meters)     467.81  (feet)  COMP
 GF0139  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GF0139
 GF0139  VERT ORDER  -  SECOND    CLASS 0
 GF0139
 GF0139.The horizontal coordinates were scaled from a topographic map and have
 GF0139.an estimated accuracy of +/- 6 seconds.
 GF0139
 GF0139.The orthometric height was determined by differential leveling
 GF0139.and adjusted by the National Geodetic Survey in June 1991..
 GF0139
 GF0139.The geoid height was determined by GEOID03.
 GF0139
 GF0139.The dynamic height is computed by dividing the NAVD 88
 GF0139.geopotential number by the normal gravity value computed on the
 GF0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0139.degrees latitude (g = 980.6199 gals.).
 GF0139
 GF0139.The modeled gravity was interpolated from observed gravity values.
 GF0139
 GF0139;                    North         East    Units  Estimated Accuracy
 GF0139;SPC AR N     -   214,630.      351,350.      MT  (+/- 180 meters Scaled)
 GF0139
 GF0139                          SUPERSEDED SURVEY CONTROL
 GF0139
 GF0139  NGVD 29 (??/??/92)  142.600  (m)          467.85   (f) ADJ UNCH    2 0
 GF0139
 GF0139.Superseded values are not recommended for survey control.
 GF0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0139.See file dsdata.txt to determine how the superseded data were derived.
 GF0139
 GF0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA411136(NAD 83)
 GF0139_MARKER: DB = BENCH MARK DISK
 GF0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0139_STAMPING: U 37 1934
 GF0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0139+STABILITY: SURFACE MOTION
 GF0139
 GF0139  HISTORY     - Date     Condition        Report By
 GF0139  HISTORY     - 1934     MONUMENTED       CGS
 GF0139  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0139  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 GF0139
 GF0139                          STATION DESCRIPTION
 GF0139
 GF0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0139'0.7 MI NE FROM COTTER.
 GF0139'ABOUT .7 MILE NORTHEAST OF COTTER, 0.9 MILE NORTHWEST OF THE
 GF0139'STATION, 330 FEET SOUTHEAST OF POLE 382-10 AND THE CONCRETE
 GF0139'HIGHWAY BRIDGE OVER RAILROAD AND WHITE RIVER, 135 FEET NORTHWEST
 GF0139'OF INTERSECTION OF CENTERLINES OF RAILROAD AND GRADE CROSSING,
 GF0139'17.5 FEET NORTHEAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE
 GF0139'POST.
 GF0139
 GF0139                          STATION RECOVERY (1971)
 GF0139
 GF0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0139'MARK NOT FOUND.
 GF0139
 GF0139                          STATION RECOVERY (2004)
 GF0139
 GF0139'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1304 ***********************************************************************
 GE1304  DESIGNATION -  U 38 RESET
 GE1304  PID         -  GE1304
 GE1304  STATE/COUNTY-  AR/FULTON
 GE1304  USGS QUAD   -  VIOLA (1984)
 GE1304
 GE1304                         *CURRENT SURVEY CONTROL
 GE1304  ___________________________________________________________________
 GE1304* NAD 83(1986)-  36 23 47.     (N)    091 58 41.     (W)     SCALED    
 GE1304* NAVD 88     -       252.76   (meters)     829.3    (feet)  RESET     
 GE1304  ___________________________________________________________________
 GE1304  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GE1304
 GE1304  VERT ORDER  -  THIRD
 GE1304
 GE1304.The horizontal coordinates were scaled from a topographic map and have
 GE1304.an estimated accuracy of +/- 6 seconds.
 GE1304
 GE1304.The orthometric height was computed from unverified reset data.
 GE1304
 GE1304.The geoid height was determined by GEOID03.
 GE1304
 GE1304;                    North         East    Units  Estimated Accuracy
 GE1304;SPC AR N     -   228,890.      401,970.      MT  (+/- 180 meters Scaled)
 GE1304
 GE1304                          SUPERSEDED SURVEY CONTROL
 GE1304
 GE1304  NGVD 29 (08/21/02)  252.64   (m)          828.9    (f) RESET       3  
 GE1304
 GE1304.Superseded values are not recommended for survey control.
 GE1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1304.See file dsdata.txt to determine how the superseded data were derived.
 GE1304
 GE1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA916284(NAD 83)
 GE1304_MARKER: DV = VERTICAL CONTROL DISK
 GE1304_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GE1304_SP_SET: WINGWALL
 GE1304_STAMPING: U 38 RESET 1984
 GE1304_MARK LOGO: NGS   
 GE1304_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1304
 GE1304  HISTORY     - Date     Condition        Report By
 GE1304  HISTORY     - 1984     MONUMENTED       ARHD
 GE1304
 GE1304                          STATION DESCRIPTION
 GE1304
 GE1304'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1984
 GE1304'0.3 MILES (0.5 KM) EAST ALONG US HIGHWAY 62 FROM THE INTERSECTION OF
 GE1304'US HIGHWAY 62 AND STATE HIGHWAY 223 IN VIOLA, AT THE CONCRETE BRIDGE
 GE1304'OVER BIG CREEK, WEST ABUTMENT, 18 FEET (5.5 M) SOUTH OF THE
 GE1304'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0059 ***********************************************************************
 FG0059  DESIGNATION -  U 39
 FG0059  PID         -  FG0059
 FG0059  STATE/COUNTY-  AR/IZARD
 FG0059  USGS QUAD   -  SYLAMORE (1975)
 FG0059
 FG0059                         *CURRENT SURVEY CONTROL
 FG0059  ___________________________________________________________________
 FG0059* NAD 83(1986)-  35 59 20.     (N)    092 05 08.     (W)     SCALED    
 FG0059* NAVD 88     -       104.963  (meters)     344.37   (feet)  ADJUSTED  
 FG0059  ___________________________________________________________________
 FG0059  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FG0059  DYNAMIC HT  -         104.872 (meters)     344.07  (feet)  COMP
 FG0059  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 FG0059
 FG0059  VERT ORDER  -  SECOND    CLASS 0
 FG0059
 FG0059.The horizontal coordinates were scaled from a topographic map and have
 FG0059.an estimated accuracy of +/- 6 seconds.
 FG0059
 FG0059.The orthometric height was determined by differential leveling
 FG0059.and adjusted by the National Geodetic Survey in June 1991..
 FG0059
 FG0059.The geoid height was determined by GEOID03.
 FG0059
 FG0059.The dynamic height is computed by dividing the NAVD 88
 FG0059.geopotential number by the normal gravity value computed on the
 FG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0059.degrees latitude (g = 980.6199 gals.).
 FG0059
 FG0059.The modeled gravity was interpolated from observed gravity values.
 FG0059
 FG0059;                    North         East    Units  Estimated Accuracy
 FG0059;SPC AR N     -   183,680.      392,290.      MT  (+/- 180 meters Scaled)
 FG0059
 FG0059                          SUPERSEDED SURVEY CONTROL
 FG0059
 FG0059  NGVD 29 (??/??/92)  104.863  (m)          344.04   (f) ADJ UNCH    2 0
 FG0059
 FG0059.Superseded values are not recommended for survey control.
 FG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0059.See file dsdata.txt to determine how the superseded data were derived.
 FG0059
 FG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV824831(NAD 83)
 FG0059_MARKER: DB = BENCH MARK DISK
 FG0059_SETTING: 66 = SET IN ROCK OUTCROP
 FG0059_SP_SET: ROCK OUTCROP
 FG0059_STAMPING: U-39 1934
 FG0059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0059+STABILITY: POSITION/ELEVATION WELL
 FG0059
 FG0059  HISTORY     - Date     Condition        Report By
 FG0059  HISTORY     - 1934     MONUMENTED       CGS
 FG0059
 FG0059                          STATION DESCRIPTION
 FG0059
 FG0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0059'3.7 MI N FROM SYLAMORE.
 FG0059'225 FEET NORTH OF FARM ROAD GRADE CROSSING.  70 FEET NORTHEAST OF A
 FG0059'CONCRETE CULVERT 3 FEET IN DIAMETER.  50 FEET NORTHWEST OF POLE
 FG0059'328-22.  23 FEET NORTHEAST OF RAILROAD CENTERLINE.  AT SAME LEVEL AS
 FG0059'TOP OF RAILS, TABLET SET IN TOP OF A SANDSTONE OUTCROP IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0131 ***********************************************************************
 FF0131  DESIGNATION -  U 4
 FF0131  PID         -  FF0131
 FF0131  STATE/COUNTY-  AR/CRITTENDEN
 FF0131  USGS QUAD   -  HEAFER (1974)
 FF0131
 FF0131                         *CURRENT SURVEY CONTROL
 FF0131  ___________________________________________________________________
 FF0131* NAD 83(1986)-  35 21 54.     (N)    090 15 13.     (W)     SCALED    
 FF0131* NAVD 88     -        69.977  (meters)     229.58   (feet)  ADJUSTED  
 FF0131  ___________________________________________________________________
 FF0131  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FF0131  DYNAMIC HT  -          69.915 (meters)     229.38  (feet)  COMP
 FF0131  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 FF0131
 FF0131  VERT ORDER  -  FIRST     CLASS II
 FF0131
 FF0131.The horizontal coordinates were scaled from a topographic map and have
 FF0131.an estimated accuracy of +/- 6 seconds.
 FF0131
 FF0131.The orthometric height was determined by differential leveling
 FF0131.and adjusted by the National Geodetic Survey in June 1991..
 FF0131
 FF0131.The geoid height was determined by GEOID03.
 FF0131
 FF0131.The dynamic height is computed by dividing the NAVD 88
 FF0131.geopotential number by the normal gravity value computed on the
 FF0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0131.degrees latitude (g = 980.6199 gals.).
 FF0131
 FF0131.The modeled gravity was interpolated from observed gravity values.
 FF0131
 FF0131;                    North         East    Units  Estimated Accuracy
 FF0131;SPC AR N     -   115,860.      558,700.      MT  (+/- 180 meters Scaled)
 FF0131
 FF0131                          SUPERSEDED SURVEY CONTROL
 FF0131
 FF0131  NGVD 29 (10/05/93)   69.945  (m)          229.48   (f) ADJUSTED    1 2
 FF0131
 FF0131.Superseded values are not recommended for survey control.
 FF0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0131.See file dsdata.txt to determine how the superseded data were derived.
 FF0131
 FF0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV495169(NAD 83)
 FF0131_MARKER: DB = BENCH MARK DISK
 FF0131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0131_SP_SET: HEADWALL
 FF0131_STAMPING: U 4 1928 229.488
 FF0131_MARK LOGO: CGS   
 FF0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0131+STABILITY: SURFACE MOTION
 FF0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0131+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0131
 FF0131  HISTORY     - Date     Condition        Report By
 FF0131  HISTORY     - 1928     MONUMENTED       CGS
 FF0131  HISTORY     - 1956     GOOD             CGS
 FF0131  HISTORY     - 19920319 GOOD             NGS
 FF0131  HISTORY     - 20021024 GOOD             USACE
 FF0131
 FF0131                          STATION DESCRIPTION
 FF0131
 FF0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0131'0.5 MI SE FROM TURRELL.
 FF0131'0.5 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0131'FROM THE STATION AT TURRELL, AT THE OVERPASS OF THE TRACK OVER
 FF0131'STATE HIGHWAY 42, IN THE TOP AND 2 FEET NORTHWEST OF SOUTHEAST
 FF0131'END OF THE SOUTHWEST HEAD WALL OF OVERPASS, 2 1/2 RAILS NORTHWEST
 FF0131'OF NORTHWEST END OF RAILROAD TRESTLE NO. 462.7 OVER BIG CREEK,
 FF0131'7 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL AND ABOUT 1 FOOT BELOW
 FF0131'LEVEL OF TRACK.
 FF0131
 FF0131                          STATION RECOVERY (1992)
 FF0131
 FF0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0131'1.5 KM (0.95 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM THE HIGH SCHOOL
 FF0131'IN TURRELL, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF
 FF0131'THE WEST CONCRETE HEADWALL OF THE BURLINGTON NORTHERN RAILROAD
 FF0131'OVERPASS OF STATE HIGHWAY 42, 50.0 M (164.0 FT) EAST OF THE HIGHWAY
 FF0131'CENTERLINE, 2.3 M (7.5 FT) WEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT)
 FF0131'BELOW THE LEVEL OF THE TRACK.
 FF0131
 FF0131                          STATION RECOVERY (2002)
 FF0131
 FF0131'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0307 ***********************************************************************
 GE0307  DESIGNATION -  U 41
 GE0307  PID         -  GE0307
 GE0307  STATE/COUNTY-  AR/RANDOLPH
 GE0307  USGS QUAD   -  MAYNARD (1968)
 GE0307
 GE0307                         *CURRENT SURVEY CONTROL
 GE0307  ___________________________________________________________________
 GE0307* NAD 83(1986)-  36 29 53.     (N)    090 55 28.     (W)     SCALED    
 GE0307* NAVD 88     -       131.866  (meters)     432.63   (feet)  ADJUSTED  
 GE0307  ___________________________________________________________________
 GE0307  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GE0307  DYNAMIC HT  -         131.757 (meters)     432.27  (feet)  COMP
 GE0307  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GE0307
 GE0307  VERT ORDER  -  SECOND    CLASS 0
 GE0307
 GE0307.The horizontal coordinates were scaled from a topographic map and have
 GE0307.an estimated accuracy of +/- 6 seconds.
 GE0307
 GE0307.The orthometric height was determined by differential leveling
 GE0307.and adjusted by the National Geodetic Survey in June 1991..
 GE0307
 GE0307.The geoid height was determined by GEOID03.
 GE0307
 GE0307.The dynamic height is computed by dividing the NAVD 88
 GE0307.geopotential number by the normal gravity value computed on the
 GE0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0307.degrees latitude (g = 980.6199 gals.).
 GE0307
 GE0307.The modeled gravity was interpolated from observed gravity values.
 GE0307
 GE0307;                    North         East    Units  Estimated Accuracy
 GE0307;SPC AR N     -   240,700.      496,370.      MT  (+/- 180 meters Scaled)
 GE0307
 GE0307                          SUPERSEDED SURVEY CONTROL
 GE0307
 GE0307  NGVD 29 (??/??/92)  131.785  (m)          432.36   (f) ADJ UNCH    2 0
 GE0307
 GE0307.Superseded values are not recommended for survey control.
 GE0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0307.See file dsdata.txt to determine how the superseded data were derived.
 GE0307
 GE0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA858411(NAD 83)
 GE0307_MARKER: DB = BENCH MARK DISK
 GE0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0307_STAMPING: U 41 1934
 GE0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0307+STABILITY: SURFACE MOTION
 GE0307
 GE0307  HISTORY     - Date     Condition        Report By
 GE0307  HISTORY     - 1934     MONUMENTED       CGS
 GE0307  HISTORY     - 1968     MARK NOT FOUND   USGS
 GE0307  HISTORY     - 1975     MARK NOT FOUND   USGS
 GE0307
 GE0307                          STATION DESCRIPTION
 GE0307
 GE0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0307'6.5 MI N FROM MAYNARD.
 GE0307'6.5 MILES NORTH ALONG STATE HIGHWAY 115 FROM THE POST OFFICE AT
 GE0307'MAYNARD, RANDOLPH COUNTY, 56 FEET SOUTH OF A MISSOURI-ARKANSAS
 GE0307'STATE LINE SIGN, 85 FEET SOUTHEAST OF THE JUNCTION WITH A ROAD
 GE0307'LEADING WEST, 38.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GE0307'AND 1 FOOT WEST OF THE PROPERTY-LINE FENCE.  A STANDARD DISK,
 GE0307'STAMPED U 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GE0307
 GE0307                          STATION RECOVERY (1968)
 GE0307
 GE0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GE0307'MARK NOT FOUND.
 GE0307
 GE0307                          STATION RECOVERY (1975)
 GE0307
 GE0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GE0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1571 ***********************************************************************
 FF1571  DESIGNATION -  U 42
 FF1571  PID         -  FF1571
 FF1571  STATE/COUNTY-  AR/INDEPENDENCE
 FF1571  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1571
 FF1571                         *CURRENT SURVEY CONTROL
 FF1571  ___________________________________________________________________
 FF1571* NAD 83(1986)-  35 47 47.     (N)    091 33 36.     (W)     SCALED    
 FF1571* NAVD 88     -       138.494  (meters)     454.38   (feet)  ADJUSTED  
 FF1571  ___________________________________________________________________
 FF1571  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF1571  DYNAMIC HT  -         138.375 (meters)     453.99  (feet)  COMP
 FF1571  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 FF1571
 FF1571  VERT ORDER  -  SECOND    CLASS 0
 FF1571
 FF1571.The horizontal coordinates were scaled from a topographic map and have
 FF1571.an estimated accuracy of +/- 6 seconds.
 FF1571
 FF1571.The orthometric height was determined by differential leveling
 FF1571.and adjusted by the National Geodetic Survey in June 1991..
 FF1571
 FF1571.The geoid height was determined by GEOID03.
 FF1571
 FF1571.The dynamic height is computed by dividing the NAVD 88
 FF1571.geopotential number by the normal gravity value computed on the
 FF1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1571.degrees latitude (g = 980.6199 gals.).
 FF1571
 FF1571.The modeled gravity was interpolated from observed gravity values.
 FF1571
 FF1571;                    North         East    Units  Estimated Accuracy
 FF1571;SPC AR N     -   162,400.      439,770.      MT  (+/- 180 meters Scaled)
 FF1571
 FF1571                          SUPERSEDED SURVEY CONTROL
 FF1571
 FF1571  NGVD 29 (??/??/??)  138.419  (m)          454.13   (f) ADJUSTED    2 0
 FF1571
 FF1571.Superseded values are not recommended for survey control.
 FF1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1571.See file dsdata.txt to determine how the superseded data were derived.
 FF1571
 FF1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV301623(NAD 83)
 FF1571_MARKER: DB = BENCH MARK DISK
 FF1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1571_STAMPING: U 42 1935 454.130
 FF1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1571+STABILITY: SURFACE MOTION
 FF1571
 FF1571  HISTORY     - Date     Condition        Report By
 FF1571  HISTORY     - 1935     MONUMENTED       CGS
 FF1571  HISTORY     - 1949     GOOD             CGS
 FF1571
 FF1571                          STATION DESCRIPTION
 FF1571
 FF1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF1571'5.9 MI NE FROM BATESVILLE.
 FF1571'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE INTERSECTION
 FF1571'OF ST. LOUIS AND EAST MAIN STREETS AT BATESVILLE, AT THE SUMMIT
 FF1571'OF A HILL, 180 FEET SOUTHWEST OF THE JUNCTION WITH A DIM ROAD
 FF1571'LEADING SOUTHEAST, 100 FEET NORTHEAST OF A 1-FOOT CEDAR TREE IN LINE
 FF1571'WITH THE FENCE, 45.4 FEET SOUTHWEST OF A 2-FOOT OAK TREE, 28 FEET
 FF1571'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTHWEST
 FF1571'OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED U 42 1935
 FF1571'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1594 ***********************************************************************
 FF1594  DESIGNATION -  U 43
 FF1594  PID         -  FF1594
 FF1594  STATE/COUNTY-  AR/INDEPENDENCE
 FF1594  USGS QUAD   -  BATESVILLE (1989)
 FF1594
 FF1594                         *CURRENT SURVEY CONTROL
 FF1594  ___________________________________________________________________
 FF1594* NAD 83(1986)-  35 46 04.     (N)    091 42 05.     (W)     SCALED    
 FF1594* NAVD 88     -        83.745  (meters)     274.75   (feet)  ADJUSTED  
 FF1594  ___________________________________________________________________
 FF1594  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1594  DYNAMIC HT  -          83.673 (meters)     274.52  (feet)  COMP
 FF1594  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 FF1594
 FF1594  VERT ORDER  -  SECOND    CLASS 0
 FF1594
 FF1594.The horizontal coordinates were scaled from a topographic map and have
 FF1594.an estimated accuracy of +/- 6 seconds.
 FF1594
 FF1594.The orthometric height was determined by differential leveling
 FF1594.and adjusted by the National Geodetic Survey in June 1991..
 FF1594
 FF1594.The geoid height was determined by GEOID03.
 FF1594
 FF1594.The dynamic height is computed by dividing the NAVD 88
 FF1594.geopotential number by the normal gravity value computed on the
 FF1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1594.degrees latitude (g = 980.6199 gals.).
 FF1594
 FF1594.The modeled gravity was interpolated from observed gravity values.
 FF1594
 FF1594;                    North         East    Units  Estimated Accuracy
 FF1594;SPC AR N     -   159,180.      427,000.      MT  (+/- 180 meters Scaled)
 FF1594
 FF1594                          SUPERSEDED SURVEY CONTROL
 FF1594
 FF1594  NGVD 29 (??/??/??)   83.668  (m)          274.50   (f) ADJUSTED    2 0
 FF1594
 FF1594.Superseded values are not recommended for survey control.
 FF1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1594.See file dsdata.txt to determine how the superseded data were derived.
 FF1594
 FF1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV173589(NAD 83)
 FF1594_MARKER: DB = BENCH MARK DISK
 FF1594_SETTING: 66 = SET IN ROCK OUTCROP
 FF1594_SP_SET: ROCK LEDGE
 FF1594_STAMPING: U 43 1935
 FF1594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1594+STABILITY: POSITION/ELEVATION WELL
 FF1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1594+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 FF1594
 FF1594  HISTORY     - Date     Condition        Report By
 FF1594  HISTORY     - 1935     MONUMENTED       CGS
 FF1594  HISTORY     - 1954     GOOD             CGS
 FF1594  HISTORY     - 20060418 GOOD             ARHD
 FF1594
 FF1594                          STATION DESCRIPTION
 FF1594
 FF1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1594'2.9 MI W FROM BATESVILLE.
 FF1594'2.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1594'STATION AT BATESVILLE, INDEPENDENCE COUNTY, ABOUT 60 FEET EAST OF
 FF1594'THE TWENTY-FIFTH POLE WEST OF MILEPOST 288, ABOUT 200 FEET
 FF1594'EAST OF THE WEST END OF A CUT, IN THE CUT, 10.5 FEET NORTH OF
 FF1594'THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A LIMESTONE
 FF1594'LEDGE, ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 FF1594'DISK, STAMPED U 43 1935.
 FF1594
 FF1594                          STATION RECOVERY (1954)
 FF1594
 FF1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FF1594'RECOVERED IN GOOD CONDITION.
 FF1594
 FF1594                          STATION RECOVERY (2006)
 FF1594
 FF1594'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FF1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0583 ***********************************************************************
 FF0583  DESIGNATION -  U 44
 FF0583  PID         -  FF0583
 FF0583  STATE/COUNTY-  AR/CROSS
 FF0583  USGS QUAD   -  WITTSBURG (1992)
 FF0583
 FF0583                         *CURRENT SURVEY CONTROL
 FF0583  ___________________________________________________________________
 FF0583* NAD 83(1986)-  35 14 16.     (N)    090 43 35.     (W)     SCALED    
 FF0583* NAVD 88     -        76.675  (meters)     251.56   (feet)  POSTED    
 FF0583  ___________________________________________________________________
 FF0583  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0583  DYNAMIC HT  -          76.610 (meters)     251.34  (feet)  COMP
 FF0583  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 FF0583
 FF0583  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0583
 FF0583.The horizontal coordinates were scaled from a topographic map and have
 FF0583.an estimated accuracy of +/- 6 seconds.
 FF0583
 FF0583.The orthometric height was determined by differential leveling
 FF0583.and adjusted by the National Geodetic Survey in 1992..
 FF0583.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0583.rate of 1.1 thru 2.0 mm/km.
 FF0583
 FF0583.The geoid height was determined by GEOID03.
 FF0583
 FF0583.The dynamic height is computed by dividing the NAVD 88
 FF0583.geopotential number by the normal gravity value computed on the
 FF0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0583.degrees latitude (g = 980.6199 gals.).
 FF0583
 FF0583.The modeled gravity was interpolated from observed gravity values.
 FF0583
 FF0583;                    North         East    Units  Estimated Accuracy
 FF0583;SPC AR N     -   101,090.      515,920.      MT  (+/- 180 meters Scaled)
 FF0583
 FF0583                          SUPERSEDED SURVEY CONTROL
 FF0583
 FF0583  NGVD 29 (??/??/??)   76.654  (m)          251.49   (f) ADJUSTED    2 0
 FF0583
 FF0583.Superseded values are not recommended for survey control.
 FF0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0583.See file dsdata.txt to determine how the superseded data were derived.
 FF0583
 FF0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV068017(NAD 83)
 FF0583_MARKER: DB = BENCH MARK DISK
 FF0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0583_STAMPING: U 44 1935
 FF0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0583+STABILITY: SURFACE MOTION
 FF0583
 FF0583  HISTORY     - Date     Condition        Report By
 FF0583  HISTORY     - 1935     MONUMENTED       CGS
 FF0583  HISTORY     - 20030604 MARK NOT FOUND   USACE
 FF0583
 FF0583                          STATION DESCRIPTION
 FF0583
 FF0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0583'4.2 MI E FROM WYNNE.
 FF0583'ABOUT 4.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0583'THE STATION AT WYNNE, CROSS COUNTY, 81.6 FEET SOUTH OF THE
 FF0583'EIGHTEENTH POLE EAST OF MILEPOST 336, ABOUT 140 FEET SOUTHWEST
 FF0583'OF SEMAPHORE 3366, 44.5 FEET EAST OF THE CENTER OF A ROAD
 FF0583'CROSSING, 28.4 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK,
 FF0583'AND 12 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 FF0583'DISK, STAMPED U 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0583
 FF0583                          STATION RECOVERY (2003)
 FF0583
 FF0583'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0231 ***********************************************************************
 FH0231  DESIGNATION -  U 45
 FH0231  PID         -  FH0231
 FH0231  STATE/COUNTY-  AR/LOGAN
 FH0231  USGS QUAD   -  BARBER (1997)
 FH0231
 FH0231                         *CURRENT SURVEY CONTROL
 FH0231  ___________________________________________________________________
 FH0231* NAD 83(1986)-  35 07 43.     (N)    094 02 52.     (W)     SCALED    
 FH0231* NAVD 88     -       149.833  (meters)     491.58   (feet)  ADJUSTED  
 FH0231  ___________________________________________________________________
 FH0231  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FH0231  DYNAMIC HT  -         149.686 (meters)     491.09  (feet)  COMP
 FH0231  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FH0231
 FH0231  VERT ORDER  -  SECOND    CLASS 0
 FH0231
 FH0231.The horizontal coordinates were scaled from a topographic map and have
 FH0231.an estimated accuracy of +/- 6 seconds.
 FH0231
 FH0231.The orthometric height was determined by differential leveling
 FH0231.and adjusted by the National Geodetic Survey in June 1991..
 FH0231
 FH0231.The geoid height was determined by GEOID03.
 FH0231
 FH0231.The dynamic height is computed by dividing the NAVD 88
 FH0231.geopotential number by the normal gravity value computed on the
 FH0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0231.degrees latitude (g = 980.6199 gals.).
 FH0231
 FH0231.The modeled gravity was interpolated from observed gravity values.
 FH0231
 FH0231;                    North         East    Units  Estimated Accuracy
 FH0231;SPC AR N     -    90,170.      213,380.      MT  (+/- 180 meters Scaled)
 FH0231
 FH0231                          SUPERSEDED SURVEY CONTROL
 FH0231
 FH0231  NGVD 29 (??/??/92)  149.747  (m)          491.29   (f) ADJ UNCH    2 0
 FH0231
 FH0231.Superseded values are not recommended for survey control.
 FH0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0231.See file dsdata.txt to determine how the superseded data were derived.
 FH0231
 FH0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU045878(NAD 83)
 FH0231_MARKER: DB = BENCH MARK DISK
 FH0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0231_SP_SET: ABUTMENT
 FH0231_STAMPING: U-45 1934
 FH0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0231
 FH0231  HISTORY     - Date     Condition        Report By
 FH0231  HISTORY     - 1934     MONUMENTED       CGS
 FH0231  HISTORY     - 1959     GOOD             NGS
 FH0231
 FH0231                          STATION DESCRIPTION
 FH0231
 FH0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0231'7.4 MI W FROM BOONEVILLE.
 FH0231'7.4 MILES WEST OF, ALONG C.R.I. AND P.RY. FROM STATION.  TABLET SET
 FH0231'HORIZONTALLY ON SOUTH ABUTMENT TO R.R. BRIDGE 2592 OVER WASHINGTON
 FH0231'CREEK, ABOUT 0.3 MILE NORTHEAST OF BARBER SIDING, ABOUT 0.2 MILE
 FH0231'SOUTH OF M.P. 259, 12 FEET EAST OF WEST END OF ABUTMENT, 10.6
 FH0231'FEET WEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.,
 FH0231'5.6 FEET BELOW LEVEL OF TRACK, 2.9 FEET NORTH OF LAYER OF CONCRETE
 FH0231'BLOCKS.  NOTE-- THE RR BRIDGE IS OVER WASHBURN CREEK INSTEAD OF
 FH0231'WASHINGTON CREEK.
 FH0231
 FH0231                          STATION RECOVERY (1959)
 FH0231
 FH0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1142 ***********************************************************************
 FG1142  DESIGNATION -  U 46
 FG1142  PID         -  FG1142
 FG1142  STATE/COUNTY-  AR/YELL
 FG1142  USGS QUAD   -  DANVILLE (1972)
 FG1142
 FG1142                         *CURRENT SURVEY CONTROL
 FG1142  ___________________________________________________________________
 FG1142* NAD 83(1986)-  35 05 32.     (N)    093 26 52.     (W)     SCALED    
 FG1142* NAVD 88     -       113.264  (meters)     371.60   (feet)  ADJUSTED  
 FG1142  ___________________________________________________________________
 FG1142  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FG1142  DYNAMIC HT  -         113.154 (meters)     371.24  (feet)  COMP
 FG1142  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 FG1142
 FG1142  VERT ORDER  -  SECOND    CLASS 0
 FG1142
 FG1142.The horizontal coordinates were scaled from a topographic map and have
 FG1142.an estimated accuracy of +/- 6 seconds.
 FG1142
 FG1142.The orthometric height was determined by differential leveling
 FG1142.and adjusted by the National Geodetic Survey in June 1991..
 FG1142
 FG1142.The geoid height was determined by GEOID03.
 FG1142
 FG1142.The dynamic height is computed by dividing the NAVD 88
 FG1142.geopotential number by the normal gravity value computed on the
 FG1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1142.degrees latitude (g = 980.6199 gals.).
 FG1142
 FG1142.The modeled gravity was interpolated from observed gravity values.
 FG1142
 FG1142;                    North         East    Units  Estimated Accuracy
 FG1142;SPC AR N     -    85,160.      267,990.      MT  (+/- 180 meters Scaled)
 FG1142
 FG1142                          SUPERSEDED SURVEY CONTROL
 FG1142
 FG1142  NGVD 29 (??/??/92)  113.218  (m)          371.45   (f) ADJ UNCH    2 0
 FG1142
 FG1142.Superseded values are not recommended for survey control.
 FG1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1142.See file dsdata.txt to determine how the superseded data were derived.
 FG1142
 FG1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU591833(NAD 83)
 FG1142_MARKER: DB = BENCH MARK DISK
 FG1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1142_STAMPING: U-46 1934
 FG1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1142+STABILITY: SURFACE MOTION
 FG1142
 FG1142  HISTORY     - Date     Condition        Report By
 FG1142  HISTORY     - 1934     MONUMENTED       CGS
 FG1142  HISTORY     - 1971     POOR             USGS
 FG1142
 FG1142                          STATION DESCRIPTION
 FG1142
 FG1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1142'IN BELLVILLE.
 FG1142'PRECAST CONCRETE POST SET AT CHICAGO, ROCK ISLAND AND PACIFIC R.R.
 FG1142'STATION.  20.7 FEET SOUTH OF CENTERLINE OF CHICAGO, R.I. AND PACIFIC
 FG1142'R.R. MAIN TRACK.  6.5 FEET EAST OF NORTHEAST CORNER OF R.R. STATION.
 FG1142'1.7 FEET EAST OF TELEPHONE POLE.  1.7 FEET WEST OF RAILROAD FENCE
 FG1142'POST.  TABLET SET IN PRECAST CONCRETE POST.  NOTE-- THE TELEPHONE POLE
 FG1142'AND FENCE POST HAVE BEEN REMOVED.  MARK IS LEANING ABOUT 25 DEG. POST
 FG1142'IS SOLID IN THE GROUND.
 FG1142
 FG1142                          STATION RECOVERY (1971)
 FG1142
 FG1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FG1142'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0960 ***********************************************************************
 FG0960  DESIGNATION -  U 47
 FG0960  PID         -  FG0960
 FG0960  STATE/COUNTY-  AR/POPE
 FG0960  USGS QUAD   -  SIMPSON (1980)
 FG0960
 FG0960                         *CURRENT SURVEY CONTROL
 FG0960  ___________________________________________________________________
 FG0960* NAD 83(1986)-  35 35 51.     (N)    093 03 38.     (W)     SCALED    
 FG0960* NAVD 88     -       549.899  (meters)    1804.13   (feet)  ADJUSTED  
 FG0960  ___________________________________________________________________
 FG0960  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FG0960  DYNAMIC HT  -         549.360 (meters)    1802.36  (feet)  COMP
 FG0960  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 FG0960
 FG0960  VERT ORDER  -  SECOND    CLASS 0
 FG0960
 FG0960.The horizontal coordinates were scaled from a topographic map and have
 FG0960.an estimated accuracy of +/- 6 seconds.
 FG0960
 FG0960.The orthometric height was determined by differential leveling
 FG0960.and adjusted by the National Geodetic Survey in June 1991..
 FG0960
 FG0960.The geoid height was determined by GEOID03.
 FG0960
 FG0960.The dynamic height is computed by dividing the NAVD 88
 FG0960.geopotential number by the normal gravity value computed on the
 FG0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0960.degrees latitude (g = 980.6199 gals.).
 FG0960
 FG0960.The modeled gravity was interpolated from observed gravity values.
 FG0960
 FG0960;                    North         East    Units  Estimated Accuracy
 FG0960;SPC AR N     -   140,770.      303,900.      MT  (+/- 180 meters Scaled)
 FG0960
 FG0960                          SUPERSEDED SURVEY CONTROL
 FG0960
 FG0960  NGVD 29 (??/??/92)  549.834  (m)         1803.91   (f) ADJ UNCH    2 0
 FG0960
 FG0960.Superseded values are not recommended for survey control.
 FG0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0960.See file dsdata.txt to determine how the superseded data were derived.
 FG0960
 FG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV945393(NAD 83)
 FG0960_MARKER: DB = BENCH MARK DISK
 FG0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0960_STAMPING: U 47 1934
 FG0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0960+STABILITY: SURFACE MOTION
 FG0960
 FG0960  HISTORY     - Date     Condition        Report By
 FG0960  HISTORY     - 1934     MONUMENTED       CGS
 FG0960
 FG0960                          STATION DESCRIPTION
 FG0960
 FG0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0960'15.5 MI S FROM LURTON.
 FG0960'IN POPE COUNTY, 15.5 MILES SOUTH ALONG STATE HIGHWY 7 FROM THE POST
 FG0960'OFFICE AT LURTON, ABOUT 225 FEET SOUTH OF THE FARMHOUSE OF SHERIDAN
 FG0960'FREEMAN 67.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 10.8 FEET
 FG0960'SOUTH OF THE NORTH END OF A BACKSET IN THE PROPERTY FENCE, 1.6 FEET
 FG0960'WEST OF A FENCE PARALLELING THE HIGHWAY.  SET IN THE TOP OF A CONCRETE
 FG0960'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0504 ***********************************************************************
 FG0504  DESIGNATION -  U 48
 FG0504  PID         -  FG0504
 FG0504  STATE/COUNTY-  AR/VAN BUREN
 FG0504  USGS QUAD   -  SCOTLAND (1965)
 FG0504
 FG0504                         *CURRENT SURVEY CONTROL
 FG0504  ___________________________________________________________________
 FG0504* NAD 83(1986)-  35 31 31.     (N)    092 36 50.     (W)     SCALED    
 FG0504* NAVD 88     -       205.910  (meters)     675.56   (feet)  ADJUSTED  
 FG0504  ___________________________________________________________________
 FG0504  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG0504  DYNAMIC HT  -         205.719 (meters)     674.93  (feet)  COMP
 FG0504  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FG0504
 FG0504  VERT ORDER  -  SECOND    CLASS 0
 FG0504
 FG0504.The horizontal coordinates were scaled from a topographic map and have
 FG0504.an estimated accuracy of +/- 6 seconds.
 FG0504
 FG0504.The orthometric height was determined by differential leveling
 FG0504.and adjusted by the National Geodetic Survey in June 1991..
 FG0504
 FG0504.The geoid height was determined by GEOID03.
 FG0504
 FG0504.The dynamic height is computed by dividing the NAVD 88
 FG0504.geopotential number by the normal gravity value computed on the
 FG0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0504.degrees latitude (g = 980.6199 gals.).
 FG0504
 FG0504.The modeled gravity was interpolated from observed gravity values.
 FG0504
 FG0504;                    North         East    Units  Estimated Accuracy
 FG0504;SPC AR N     -   132,410.      344,320.      MT  (+/- 180 meters Scaled)
 FG0504
 FG0504                          SUPERSEDED SURVEY CONTROL
 FG0504
 FG0504  NGVD 29 (??/??/92)  205.864  (m)          675.41   (f) ADJ UNCH    2 0
 FG0504
 FG0504.Superseded values are not recommended for survey control.
 FG0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0504.See file dsdata.txt to determine how the superseded data were derived.
 FG0504
 FG0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV350313(NAD 83)
 FG0504_MARKER: DB = BENCH MARK DISK
 FG0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0504_STAMPING: U-48 1934
 FG0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0504+STABILITY: SURFACE MOTION
 FG0504
 FG0504  HISTORY     - Date     Condition        Report By
 FG0504  HISTORY     - 1934     MONUMENTED       CGS
 FG0504  HISTORY     - 1939     GOOD             NGS
 FG0504  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG0504
 FG0504                          STATION DESCRIPTION
 FG0504
 FG0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0504'IN SCOTLAND.
 FG0504'AT JUNCTION OF STATE HIGHWAY NO. 95 AND DIRT ROAD LEADING TO MAIN
 FG0504'STREET OF SCOTLAND.  ABOUT 105 FEET SOUTHWEST OF JUNCTION OF THE TWO
 FG0504'ROADS.  ABOUT 105 FEET SOUTHWEST OF SOUTHWEST CORNER OF HALLS SERVICE
 FG0504'STATION.  66.9 FEET WEST OF CENTERLINE OF STATE HIGHWAY NO. 95.  61.33
 FG0504'FEET SOUTH OF CENTERLINE OF ROAD LEADING TO SCOTLAND, MAIN STREET.
 FG0504'STANDARD DISK SET IN A PRECAST CONCRETE POST.
 FG0504
 FG0504                          STATION RECOVERY (1963)
 FG0504
 FG0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FG0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0335 ***********************************************************************
 FG0335  DESIGNATION -  U 49
 FG0335  PID         -  FG0335
 FG0335  STATE/COUNTY-  AR/CONWAY
 FG0335  USGS QUAD   -  GLEASON (1991)
 FG0335
 FG0335                         *CURRENT SURVEY CONTROL
 FG0335  ___________________________________________________________________
 FG0335* NAD 83(1986)-  35 07 24.     (N)    092 32 07.     (W)     SCALED    
 FG0335* NAVD 88     -        87.433  (meters)     286.85   (feet)  ADJUSTED  
 FG0335  ___________________________________________________________________
 FG0335  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FG0335  DYNAMIC HT  -          87.351 (meters)     286.58  (feet)  COMP
 FG0335  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FG0335
 FG0335  VERT ORDER  -  SECOND    CLASS 0
 FG0335
 FG0335.The horizontal coordinates were scaled from a topographic map and have
 FG0335.an estimated accuracy of +/- 6 seconds.
 FG0335
 FG0335.The orthometric height was determined by differential leveling
 FG0335.and adjusted by the National Geodetic Survey in June 1991..
 FG0335
 FG0335.The geoid height was determined by GEOID03.
 FG0335
 FG0335.The dynamic height is computed by dividing the NAVD 88
 FG0335.geopotential number by the normal gravity value computed on the
 FG0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0335.degrees latitude (g = 980.6199 gals.).
 FG0335
 FG0335.The modeled gravity was interpolated from observed gravity values.
 FG0335
 FG0335;                    North         East    Units  Estimated Accuracy
 FG0335;SPC AR N     -    87,780.      351,210.      MT  (+/- 180 meters Scaled)
 FG0335
 FG0335                          SUPERSEDED SURVEY CONTROL
 FG0335
 FG0335  NGVD 29 (??/??/92)   87.460  (m)          286.94   (f) ADJ UNCH    2 0
 FG0335
 FG0335.Superseded values are not recommended for survey control.
 FG0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0335.See file dsdata.txt to determine how the superseded data were derived.
 FG0335
 FG0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU423868(NAD 83)
 FG0335_MARKER: DB = BENCH MARK DISK
 FG0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0335_STAMPING: U 49 1934
 FG0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0335+STABILITY: SURFACE MOTION
 FG0335
 FG0335  HISTORY     - Date     Condition        Report By
 FG0335  HISTORY     - 1934     MONUMENTED       CGS
 FG0335  HISTORY     - 1967     GOOD             NGS
 FG0335  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0335
 FG0335                          STATION DESCRIPTION
 FG0335
 FG0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0335'5.7 MI W FROM CONWAY.
 FG0335'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 25 IN NORTHWEST
 FG0335'CONWAY, GO WEST ON U.S. HIGHWAY 64 FOR 4.85 MILES TO A FORK AT THE
 FG0335'CONWAY-FAULKNER COUNTY LINE, THENCE THE LEFT FORK, WEST ON PAVED ROAD
 FG0335'FOR 0.85 MILE TO A PRIVATE RAILROAD CROSSING, 15 FEET WEST OF THE
 FG0335'CENTER OF THE PRIVATE ROAD, 42 FEET SOUTH OF THE SOUTH RAIL OF THE
 FG0335'RAILROAD TRACKS, 12 FEET NORTHWEST OF THE WEST GATEPOST OF A GATE, 4
 FG0335'FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST AND SET IN
 FG0335'THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 FG0335
 FG0335                          STATION RECOVERY (1984)
 FG0335
 FG0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0335'SEARCHED FOR BUT NOT RECOVERED, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0467 ***********************************************************************
 GF0467  DESIGNATION -  U 5
 GF0467  PID         -  GF0467
 GF0467  STATE/COUNTY-  AR/CARROLL
 GF0467  USGS QUAD   -  GRANDVIEW (1972)
 GF0467
 GF0467                         *CURRENT SURVEY CONTROL
 GF0467  ___________________________________________________________________
 GF0467* NAD 83(1986)-  36 24 19.     (N)    093 35 11.     (W)     SCALED    
 GF0467* NAVD 88     -       320.621  (meters)    1051.90   (feet)  ADJUSTED  
 GF0467  ___________________________________________________________________
 GF0467  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GF0467  DYNAMIC HT  -         320.342 (meters)    1050.99  (feet)  COMP
 GF0467  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 GF0467
 GF0467  VERT ORDER  -  FIRST     CLASS II
 GF0467
 GF0467.The horizontal coordinates were scaled from a topographic map and have
 GF0467.an estimated accuracy of +/- 6 seconds.
 GF0467
 GF0467.The orthometric height was determined by differential leveling
 GF0467.and adjusted by the National Geodetic Survey in June 1991..
 GF0467
 GF0467.The geoid height was determined by GEOID03.
 GF0467
 GF0467.The dynamic height is computed by dividing the NAVD 88
 GF0467.geopotential number by the normal gravity value computed on the
 GF0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0467.degrees latitude (g = 980.6199 gals.).
 GF0467
 GF0467.The modeled gravity was interpolated from observed gravity values.
 GF0467
 GF0467;                    North         East    Units  Estimated Accuracy
 GF0467;SPC AR N     -   231,020.      257,700.      MT  (+/- 180 meters Scaled)
 GF0467
 GF0467                          SUPERSEDED SURVEY CONTROL
 GF0467
 GF0467  NGVD 29 (??/??/92)  320.492  (m)         1051.48   (f) ADJ UNCH    1 2
 GF0467
 GF0467.Superseded values are not recommended for survey control.
 GF0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0467.See file dsdata.txt to determine how the superseded data were derived.
 GF0467
 GF0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA474290(NAD 83)
 GF0467_MARKER: DB = BENCH MARK DISK
 GF0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0467_STAMPING: U 5 1930
 GF0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0467+STABILITY: SURFACE MOTION
 GF0467
 GF0467  HISTORY     - Date     Condition        Report By
 GF0467  HISTORY     - 1930     MONUMENTED       CGS
 GF0467  HISTORY     - 1934     GOOD             NGS
 GF0467
 GF0467                          STATION DESCRIPTION
 GF0467
 GF0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0467'AT FREEMAN.
 GF0467'AT FREEMAN, ON THE M. AND N.A. RY., 465 FEET EAST OF A RAILROAD
 GF0467'BRIDGE, 116 FEET NORTHEAST OF A DERAIL SIGN NEAR A CONCRETE
 GF0467'PLATFORM, NORTH OF THE BASE OF THE TRIANGLE FORMED BY THE SPUR
 GF0467'LINE TO BERRYVILLE, AND 20 FEET NORTH OF THE NORTH RAIL OF THE
 GF0467'MAIN LINE.  STANDARD DISK, SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0141 ***********************************************************************
 GG0141  DESIGNATION -  U 50
 GG0141  PID         -  GG0141
 GG0141  STATE/COUNTY-  AR/WASHINGTON
 GG0141  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0141
 GG0141                         *CURRENT SURVEY CONTROL
 GG0141  ___________________________________________________________________
 GG0141* NAD 83(1986)-  36 02 26.     (N)    094 08 59.     (W)     SCALED    
 GG0141* NAVD 88     -       370.817  (meters)    1216.59   (feet)  ADJUSTED  
 GG0141  ___________________________________________________________________
 GG0141  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GG0141  DYNAMIC HT  -         370.483 (meters)    1215.49  (feet)  COMP
 GG0141  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GG0141
 GG0141  VERT ORDER  -  SECOND    CLASS 0
 GG0141
 GG0141.The horizontal coordinates were scaled from a topographic map and have
 GG0141.an estimated accuracy of +/- 6 seconds.
 GG0141
 GG0141.The orthometric height was determined by differential leveling
 GG0141.and adjusted by the National Geodetic Survey in June 1991..
 GG0141
 GG0141.The geoid height was determined by GEOID03.
 GG0141
 GG0141.The dynamic height is computed by dividing the NAVD 88
 GG0141.geopotential number by the normal gravity value computed on the
 GG0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0141.degrees latitude (g = 980.6199 gals.).
 GG0141
 GG0141.The modeled gravity was interpolated from observed gravity values.
 GG0141
 GG0141;                    North         East    Units  Estimated Accuracy
 GG0141;SPC AR N     -   191,520.      206,290.      MT  (+/- 180 meters Scaled)
 GG0141
 GG0141                          SUPERSEDED SURVEY CONTROL
 GG0141
 GG0141  NGVD 29 (??/??/92)  370.663  (m)         1216.08   (f) ADJ UNCH    2 0
 GG0141
 GG0141.Superseded values are not recommended for survey control.
 GG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0141.See file dsdata.txt to determine how the superseded data were derived.
 GG0141
 GG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV964890(NAD 83)
 GG0141_MARKER: DB = BENCH MARK DISK
 GG0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0141_STAMPING: U 50 1934
 GG0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0141+STABILITY: SURFACE MOTION
 GG0141
 GG0141  HISTORY     - Date     Condition        Report By
 GG0141  HISTORY     - 1934     MONUMENTED       CGS
 GG0141  HISTORY     - 1960     GOOD             NGS
 GG0141  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 GG0141  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0141
 GG0141                          STATION DESCRIPTION
 GG0141
 GG0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0141'3.4 MI SE FROM FAYETTEVILLE.
 GG0141'THE MARK WAS RECOVERED IN A SMALL FIELD ABOUT 2 MILES SOUTHEAST
 GG0141'OF THE CENTER OF TOWN, NEAR THE INTERSECTION OF PUMP STATION ROAD
 GG0141'AND CITY LAKE ROAD, ABOUT 250 FEET EAST OF THE CENTERLINE OF CITY
 GG0141'LAKE ROAD, ABOUT 33 FEET SOUTH OF THE CENTERLINE OF PUMP STATION
 GG0141'ROAD AND 15 FEET SOUTH OF THE RIGHT OF WAY FENCE.  NOTE-- THE
 GG0141'ST. LOUIS-SAN FRANCISCO RAILWAY HAS BEEN ABANDONED AND THE
 GG0141'TRACKS REMOVED.
 GG0141
 GG0141                          STATION RECOVERY (1969)
 GG0141
 GG0141'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 GG0141'MARK NOT FOUND.
 GG0141
 GG0141                          STATION RECOVERY (1987)
 GG0141
 GG0141'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0485 ***********************************************************************
 GF0485  DESIGNATION -  U 51
 GF0485  PID         -  GF0485
 GF0485  STATE/COUNTY-  AR/MADISON
 GF0485  USGS QUAD   -  FORUM (1973)
 GF0485
 GF0485                         *CURRENT SURVEY CONTROL
 GF0485  ___________________________________________________________________
 GF0485* NAD 83(1986)-  36 12 43.     (N)    093 43 39.     (W)     SCALED    
 GF0485* NAVD 88     -       487.877  (meters)    1600.64   (feet)  ADJUSTED  
 GF0485  ___________________________________________________________________
 GF0485  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GF0485  DYNAMIC HT  -         487.433 (meters)    1599.19  (feet)  COMP
 GF0485  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GF0485
 GF0485  VERT ORDER  -  SECOND    CLASS 0
 GF0485
 GF0485.The horizontal coordinates were scaled from a topographic map and have
 GF0485.an estimated accuracy of +/- 6 seconds.
 GF0485
 GF0485.The orthometric height was determined by differential leveling
 GF0485.and adjusted by the National Geodetic Survey in June 1991..
 GF0485
 GF0485.The geoid height was determined by GEOID03.
 GF0485
 GF0485.The dynamic height is computed by dividing the NAVD 88
 GF0485.geopotential number by the normal gravity value computed on the
 GF0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0485.degrees latitude (g = 980.6199 gals.).
 GF0485
 GF0485.The modeled gravity was interpolated from observed gravity values.
 GF0485
 GF0485;                    North         East    Units  Estimated Accuracy
 GF0485;SPC AR N     -   209,790.      244,670.      MT  (+/- 180 meters Scaled)
 GF0485
 GF0485                          SUPERSEDED SURVEY CONTROL
 GF0485
 GF0485  NGVD 29 (??/??/92)  487.74   (m)         1600.2    (f) COMPUTED    2 0
 GF0485
 GF0485.Superseded values are not recommended for survey control.
 GF0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0485.See file dsdata.txt to determine how the superseded data were derived.
 GF0485
 GF0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA346077(NAD 83)
 GF0485_MARKER: DB = BENCH MARK DISK
 GF0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0485_STAMPING: U-51 1934
 GF0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0485+STABILITY: SURFACE MOTION
 GF0485
 GF0485  HISTORY     - Date     Condition        Report By
 GF0485  HISTORY     - 1934     MONUMENTED       CGS
 GF0485  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GF0485
 GF0485                          STATION DESCRIPTION
 GF0485
 GF0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0485'2 MI N FROM FORUM.
 GF0485'ABOUT 150 FEET SOUTHEAST OF W.E. WALDENS FARM HOUSE, 50 FEET
 GF0485'SOUTH OF CENTERLINE OF DIM ROAD LEADING WEST FROM HIGHWAY,
 GF0485'34 FEET WEST OF CENTERLINE OF STATE HWY. 23, 7 FEET WEST OF
 GF0485'NORTHEAST CORNER OF BOARD FENCE, TABLET SET IN PRECAST CONCRETE
 GF0485'POST SET ON OUTSIDE OF HIGHWAY CURVE.
 GF0485
 GF0485                          STATION RECOVERY (1989)
 GF0485
 GF0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 GF0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0486 ***********************************************************************
 GF0486  DESIGNATION -  U 51 RESET
 GF0486  PID         -  GF0486
 GF0486  STATE/COUNTY-  AR/MADISON
 GF0486  USGS QUAD   -  FORUM (1973)
 GF0486
 GF0486                         *CURRENT SURVEY CONTROL
 GF0486  ___________________________________________________________________
 GF0486* NAD 83(1986)-  36 12 43.     (N)    093 43 39.     (W)     SCALED    
 GF0486* NAVD 88     -       488.07   (+/-2cm)    1601.3    (feet)  VERTCON   
 GF0486  ___________________________________________________________________
 GF0486  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GF0486
 GF0486  VERT ORDER  -  THIRD (See Below)
 GF0486
 GF0486.The horizontal coordinates were scaled from a topographic map and have
 GF0486.an estimated accuracy of +/- 6 seconds.
 GF0486
 GF0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0486.The vertical order pertains to the NGVD 29 superseded value.
 GF0486
 GF0486.The geoid height was determined by GEOID03.
 GF0486
 GF0486;                    North         East    Units  Estimated Accuracy
 GF0486;SPC AR N     -   209,790.      244,670.      MT  (+/- 180 meters Scaled)
 GF0486
 GF0486                          SUPERSEDED SURVEY CONTROL
 GF0486
 GF0486  NGVD 29 (??/??/??)  487.93   (m)         1600.8    (f) RESET       3  
 GF0486
 GF0486.Superseded values are not recommended for survey control.
 GF0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0486.See file dsdata.txt to determine how the superseded data were derived.
 GF0486
 GF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA346077(NAD 83)
 GF0486_MARKER: DB = BENCH MARK DISK
 GF0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0486_STAMPING: U 51 RESET 1958
 GF0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0486+STABILITY: SURFACE MOTION
 GF0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0486+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2005
 GF0486
 GF0486  HISTORY     - Date     Condition        Report By
 GF0486  HISTORY     - 1958     MONUMENTED       CGS
 GF0486  HISTORY     - 1988     GOOD             USPSQD
 GF0486  HISTORY     - 1989     GOOD             USPSQD
 GF0486  HISTORY     - 20050227 GOOD             GEOCAC
 GF0486
 GF0486                          STATION DESCRIPTION
 GF0486
 GF0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GF0486'2.4 MI N FROM FORUM.
 GF0486'2.45 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE VILLAGE OF
 GF0486'FORUM, IN THE FRONT YARD OF THE C.T. HALL FARMHOUSE, 0.15 MILE
 GF0486'SOUTH OF A SIDE ROAD LEADING WEST, 96 FEET WEST AND ACROSS THE
 GF0486'HIGHWAY FROM A POWER POLE WITH A TRANSFORMER, 40 FEET WEST OF THE
 GF0486'CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF A RIGHT-OF-WAY
 GF0486'MARKER, 2 FEET NORTH OF A FENCE CORNER, 51 FEET EAST OF THE
 GF0486'NORTHWEST CORNER OF THE HALL FARMHOUSE, 6 FEET NORTH OF THE
 GF0486'PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, AND 55 FEET
 GF0486'SOUTHEAST OF A POWER POLE IN THE FRONT YARD OF THE FARMHOUSE.
 GF0486'THE DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 GF0486
 GF0486                          STATION RECOVERY (1988)
 GF0486
 GF0486'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0486'RECOVERED IN GOOD CONDITION.
 GF0486
 GF0486                          STATION RECOVERY (1989)
 GF0486
 GF0486'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 GF0486'RECOVERED IN GOOD CONDITION.
 GF0486
 GF0486                          STATION RECOVERY (2005)
 GF0486
 GF0486'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0486'ALTITUDE FIGURE HAS A TYPO SHOULD BE LISTED AS 1601 FEET.  OTHERWISE
 GF0486'STATION IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1332 ***********************************************************************
 FG1332  DESIGNATION -  U 52
 FG1332  PID         -  FG1332
 FG1332  STATE/COUNTY-  AR/MADISON
 FG1332  USGS QUAD   -  PETTIGREW (1973)
 FG1332
 FG1332                         *CURRENT SURVEY CONTROL
 FG1332  ___________________________________________________________________
 FG1332* NAD 83(1986)-  35 50 21.     (N)    093 44 35.     (W)     SCALED    
 FG1332* NAVD 88     -       472.801  (meters)    1551.18   (feet)  ADJUSTED  
 FG1332  ___________________________________________________________________
 FG1332  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG1332  DYNAMIC HT  -         472.353 (meters)    1549.71  (feet)  COMP
 FG1332  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FG1332
 FG1332  VERT ORDER  -  SECOND    CLASS 0
 FG1332
 FG1332.The horizontal coordinates were scaled from a topographic map and have
 FG1332.an estimated accuracy of +/- 6 seconds.
 FG1332
 FG1332.The orthometric height was determined by differential leveling
 FG1332.and adjusted by the National Geodetic Survey in June 1991..
 FG1332
 FG1332.The geoid height was determined by GEOID03.
 FG1332
 FG1332.The dynamic height is computed by dividing the NAVD 88
 FG1332.geopotential number by the normal gravity value computed on the
 FG1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1332.degrees latitude (g = 980.6199 gals.).
 FG1332
 FG1332.The modeled gravity was interpolated from observed gravity values.
 FG1332
 FG1332;                    North         East    Units  Estimated Accuracy
 FG1332;SPC AR N     -   168,460.      242,540.      MT  (+/- 180 meters Scaled)
 FG1332
 FG1332                          SUPERSEDED SURVEY CONTROL
 FG1332
 FG1332  NGVD 29 (??/??/92)  472.668  (m)         1550.74   (f) ADJ UNCH    2 0
 FG1332
 FG1332.Superseded values are not recommended for survey control.
 FG1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1332.See file dsdata.txt to determine how the superseded data were derived.
 FG1332
 FG1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV328663(NAD 83)
 FG1332_MARKER: DB = BENCH MARK DISK
 FG1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1332_STAMPING: U-52 1934
 FG1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1332+STABILITY: SURFACE MOTION
 FG1332
 FG1332  HISTORY     - Date     Condition        Report By
 FG1332  HISTORY     - 1934     MONUMENTED       CGS
 FG1332  HISTORY     - 1934     GOOD             NGS
 FG1332  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1332
 FG1332                          STATION DESCRIPTION
 FG1332
 FG1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG1332'1.8 MI NE FROM ST PAUL.
 FG1332'1.8 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FG1332'STATION AT SAINT PAUL, 480 FEET SOUTHWEST OF MILEPOST 389, 900 FEET
 FG1332'SOUTHWEST OF WOODEN TRESTLE 389+1, 49 FEET NORTHWEST OF THE CENTERLINE
 FG1332'OF THE TRACK, 21.2 FEET SOUTHWEST OF THE CENTER OF A WAGON GATE, AND 1
 FG1332'FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U
 FG1332'52 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- LOCATION IS NOW
 FG1332'IN LARGE PASTURE, THE RAILROAD HAS BEEN DISMANTLED.
 FG1332
 FG1332                          STATION RECOVERY (1973)
 FG1332
 FG1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1684 ***********************************************************************
 EH1684  DESIGNATION -  U 53
 EH1684  PID         -  EH1684
 EH1684  STATE/COUNTY-  AR/JEFFERSON
 EH1684  USGS QUAD   -  ALTHEIMER (1971)
 EH1684
 EH1684                         *CURRENT SURVEY CONTROL
 EH1684  ___________________________________________________________________
 EH1684* NAD 83(1986)-  34 19 02.     (N)    091 51 24.     (W)     SCALED    
 EH1684* NAVD 88     -        63.852  (meters)     209.49   (feet)  ADJUSTED  
 EH1684  ___________________________________________________________________
 EH1684  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1684  DYNAMIC HT  -          63.791 (meters)     209.29  (feet)  COMP
 EH1684  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 EH1684
 EH1684  VERT ORDER  -  SECOND    CLASS 0
 EH1684
 EH1684.The horizontal coordinates were scaled from a topographic map and have
 EH1684.an estimated accuracy of +/- 6 seconds.
 EH1684
 EH1684.The orthometric height was determined by differential leveling
 EH1684.and adjusted by the National Geodetic Survey in June 1991..
 EH1684
 EH1684.The geoid height was determined by GEOID03.
 EH1684
 EH1684.The dynamic height is computed by dividing the NAVD 88
 EH1684.geopotential number by the normal gravity value computed on the
 EH1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1684.degrees latitude (g = 980.6199 gals.).
 EH1684
 EH1684.The modeled gravity was interpolated from observed gravity values.
 EH1684
 EH1684;                    North         East    Units  Estimated Accuracy
 EH1684;SPC AR S     -   583,080.      413,190.      MT  (+/- 180 meters Scaled)
 EH1684
 EH1684                          SUPERSEDED SURVEY CONTROL
 EH1684
 EH1684  NGVD 29 (??/??/??)   63.893  (m)          209.62   (f) ADJUSTED    2 0
 EH1684
 EH1684.Superseded values are not recommended for survey control.
 EH1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1684.See file dsdata.txt to determine how the superseded data were derived.
 EH1684
 EH1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT051979(NAD 83)
 EH1684_MARKER: DB = BENCH MARK DISK
 EH1684_SETTING: 0 = UNSPECIFIED SETTING
 EH1684_STAMPING: U-53-1934
 EH1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1684
 EH1684  HISTORY     - Date     Condition        Report By
 EH1684  HISTORY     - 1934     MONUMENTED       CGS
 EH1684  HISTORY     - 1962     GOOD             USGS
 EH1684  HISTORY     - 20030618 MARK NOT FOUND   USACE
 EH1684
 EH1684                          STATION DESCRIPTION
 EH1684
 EH1684'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EH1684'0.6 MI W FROM ALTHEIMER.
 EH1684'ABOUT 0.6 MILE W. ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 EH1684'STATION AT ALTHEIMER, JEFFERSON COUNTY, 88 FT. WEST OF MILEPOST
 EH1684'256-20, 65 FT. NORTH OF THE CENTER LINE OF STATE HWY. 79 AND 89 FT. NW
 EH1684'OF THE RR CROSSING AT HWY. 88, ABOUT 56 YARDS E. OF A SWITCH STAND AT
 EH1684'THE WEST POINT OF A RAILROAD WYE, 10.9 FT. S. OF THE CENTER LINE OF
 EH1684'THE MAIN TRACK.
 EH1684
 EH1684                          STATION RECOVERY (2003)
 EH1684
 EH1684'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1178 ***********************************************************************
 EH1178  DESIGNATION -  U 54
 EH1178  PID         -  EH1178
 EH1178  STATE/COUNTY-  AR/ARKANSAS
 EH1178  USGS QUAD   -  ULM (1968)
 EH1178
 EH1178                         *CURRENT SURVEY CONTROL
 EH1178  ___________________________________________________________________
 EH1178* NAD 83(1986)-  34 33 25.     (N)    091 28 55.     (W)     SCALED    
 EH1178* NAVD 88     -        65.230  (meters)     214.01   (feet)  ADJUSTED  
 EH1178  ___________________________________________________________________
 EH1178  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH1178  DYNAMIC HT  -          65.167 (meters)     213.80  (feet)  COMP
 EH1178  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 EH1178
 EH1178  VERT ORDER  -  FIRST     CLASS II
 EH1178
 EH1178.The horizontal coordinates were scaled from a topographic map and have
 EH1178.an estimated accuracy of +/- 6 seconds.
 EH1178
 EH1178.The orthometric height was determined by differential leveling
 EH1178.and adjusted by the National Geodetic Survey in June 1991..
 EH1178
 EH1178.The geoid height was determined by GEOID03.
 EH1178
 EH1178.The dynamic height is computed by dividing the NAVD 88
 EH1178.geopotential number by the normal gravity value computed on the
 EH1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1178.degrees latitude (g = 980.6199 gals.).
 EH1178
 EH1178.The modeled gravity was interpolated from observed gravity values.
 EH1178
 EH1178;                    North         East    Units  Estimated Accuracy
 EH1178;SPC AR S     -   609,780.      447,540.      MT  (+/- 180 meters Scaled)
 EH1178
 EH1178                          SUPERSEDED SURVEY CONTROL
 EH1178
 EH1178  NGVD 29 (??/??/??)   65.255  (m)          214.09   (f) ADJUSTED    1 2
 EH1178
 EH1178.Superseded values are not recommended for survey control.
 EH1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1178.See file dsdata.txt to determine how the superseded data were derived.
 EH1178
 EH1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU392249(NAD 83)
 EH1178_MARKER: DB = BENCH MARK DISK
 EH1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1178_STAMPING: U 54 1934
 EH1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1178+STABILITY: SURFACE MOTION
 EH1178
 EH1178  HISTORY     - Date     Condition        Report By
 EH1178  HISTORY     - 1934     MONUMENTED       CGS
 EH1178  HISTORY     - 1955     GOOD             CGS
 EH1178  HISTORY     - 20020405 MARK NOT FOUND   USACE
 EH1178
 EH1178                          STATION DESCRIPTION
 EH1178
 EH1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1178'1.8 MI SW FROM ULM.
 EH1178'ABOUT 1.8 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1178'FROM THE STATION SIGN AT ULM, AT AN EAST-WEST GRADED ROAD CROSSING, 98
 EH1178'1/2 FEET SOUTHWEST OF MILE POLE 228, 34 FEET SOUTHEAST OF SOUTHEAST
 EH1178'RAIL, 29 1/2 FEET NORTH OF CENTER LINE OF ROAD, 12 FEET NORTHWEST OF A
 EH1178'FENCE LINE, 22 1/2 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF
 EH1178'A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF OF TRACK
 EH1178'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 EH1178
 EH1178                          STATION RECOVERY (2002)
 EH1178
 EH1178'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1074 ***********************************************************************
 EH1074  DESIGNATION -  U 55
 EH1074  PID         -  EH1074
 EH1074  STATE/COUNTY-  AR/MONROE
 EH1074  USGS QUAD   -  HOLLY GROVE (1971)
 EH1074
 EH1074                         *CURRENT SURVEY CONTROL
 EH1074  ___________________________________________________________________
 EH1074* NAD 83(1986)-  34 35 03.     (N)    091 07 32.     (W)     SCALED    
 EH1074* NAVD 88     -        53.483  (meters)     175.47   (feet)  ADJUSTED  
 EH1074  ___________________________________________________________________
 EH1074  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1074  DYNAMIC HT  -          53.432 (meters)     175.30  (feet)  COMP
 EH1074  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 EH1074
 EH1074  VERT ORDER  -  FIRST     CLASS II
 EH1074
 EH1074.The horizontal coordinates were scaled from a topographic map and have
 EH1074.an estimated accuracy of +/- 6 seconds.
 EH1074
 EH1074.The orthometric height was determined by differential leveling
 EH1074.and adjusted by the National Geodetic Survey in June 1991..
 EH1074
 EH1074.The geoid height was determined by GEOID03.
 EH1074
 EH1074.The dynamic height is computed by dividing the NAVD 88
 EH1074.geopotential number by the normal gravity value computed on the
 EH1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1074.degrees latitude (g = 980.6199 gals.).
 EH1074
 EH1074.The modeled gravity was interpolated from observed gravity values.
 EH1074
 EH1074;                    North         East    Units  Estimated Accuracy
 EH1074;SPC AR S     -   613,020.      480,220.      MT  (+/- 180 meters Scaled)
 EH1074
 EH1074                          SUPERSEDED SURVEY CONTROL
 EH1074
 EH1074  NGVD 29 (??/??/??)   53.509  (m)          175.55   (f) ADJUSTED    1 2
 EH1074
 EH1074.Superseded values are not recommended for survey control.
 EH1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1074.See file dsdata.txt to determine how the superseded data were derived.
 EH1074
 EH1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU719285(NAD 83)
 EH1074_MARKER: DB = BENCH MARK DISK
 EH1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1074_STAMPING: U 55 1935
 EH1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1074+STABILITY: SURFACE MOTION
 EH1074
 EH1074  HISTORY     - Date     Condition        Report By
 EH1074  HISTORY     - 1935     MONUMENTED       CGS
 EH1074  HISTORY     - 1955     GOOD             CGS
 EH1074  HISTORY     - 1971     MARK NOT FOUND   USGS
 EH1074
 EH1074                          STATION DESCRIPTION
 EH1074
 EH1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1074'4.25 MI E FROM HOLLY GROVE.
 EH1074'ABOUT 4.25 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1074'STATION AT HOLLY GROVE, ABOUT 3.5 MILES WEST OF THE STATION SIGN AND
 EH1074'ROAD CROSSING AT PALMER, ABOUT 0.65 MILE WEST OF ROAD CROSSING AND
 EH1074'STATION SIGN AT PINE CITY, 27 FEET NORTH OF NORTH RAIL, 58 FEET
 EH1074'NORTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO. 350/10, 24 1/2 FEET
 EH1074'SOUTH OF A FENCE LINE, 5 FEET WEST OF TELEPHONE POLE NO. 1251, ABOUT 1
 EH1074'1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 EH1074'PROJECTING 5 INCHES.
 EH1074
 EH1074                          STATION RECOVERY (1971)
 EH1074
 EH1074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EH1074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1477 ***********************************************************************
 EH1477  DESIGNATION -  U 56
 EH1477  PID         -  EH1477
 EH1477  STATE/COUNTY-  AR/MONROE
 EH1477  USGS QUAD   -  TURNER (1967)
 EH1477
 EH1477                         *CURRENT SURVEY CONTROL
 EH1477  ___________________________________________________________________
 EH1477* NAD 83(1986)-  34 24 06.     (N)    091 04 20.     (W)     SCALED    
 EH1477* NAVD 88     -        47.874  (meters)     157.07   (feet)  ADJUSTED  
 EH1477  ___________________________________________________________________
 EH1477  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1477  DYNAMIC HT  -          47.828 (meters)     156.92  (feet)  COMP
 EH1477  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 EH1477
 EH1477  VERT ORDER  -  SECOND    CLASS 0
 EH1477
 EH1477.The horizontal coordinates were scaled from a topographic map and have
 EH1477.an estimated accuracy of +/- 6 seconds.
 EH1477
 EH1477.The orthometric height was determined by differential leveling
 EH1477.and adjusted by the National Geodetic Survey in August 1993..
 EH1477
 EH1477.The geoid height was determined by GEOID03.
 EH1477
 EH1477.The dynamic height is computed by dividing the NAVD 88
 EH1477.geopotential number by the normal gravity value computed on the
 EH1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1477.degrees latitude (g = 980.6199 gals.).
 EH1477
 EH1477.The modeled gravity was interpolated from observed gravity values.
 EH1477
 EH1477;                    North         East    Units  Estimated Accuracy
 EH1477;SPC AR S     -   592,820.      485,300.      MT  (+/- 180 meters Scaled)
 EH1477
 EH1477                          SUPERSEDED SURVEY CONTROL
 EH1477
 EH1477  NAVD 88 (06/15/91)   47.859  (m)          157.02   (f) UNKNOWN     2 0
 EH1477  NGVD 29 (??/??/??)   47.904  (m)          157.16   (f) ADJUSTED    2 0
 EH1477
 EH1477.Superseded values are not recommended for survey control.
 EH1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1477.See file dsdata.txt to determine how the superseded data were derived.
 EH1477
 EH1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU771083(NAD 83)
 EH1477_MARKER: DB = BENCH MARK DISK
 EH1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1477_STAMPING: U 56 1935
 EH1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1477+STABILITY: SURFACE MOTION
 EH1477
 EH1477  HISTORY     - Date     Condition        Report By
 EH1477  HISTORY     - 1935     MONUMENTED       CGS
 EH1477  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1477
 EH1477                          STATION DESCRIPTION
 EH1477
 EH1477'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH1477'11.0 MI SW FROM CYPERT.
 EH1477'IN MONROE COUNTY, 11.0 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE
 EH1477'JOHN L. TURNER STORE AT CYPERT, PHILLIPS COUNTY, 1.9 MILES SOUTH OF
 EH1477'THE JUNCTION OF STATE HIGHWAY 17, 1.5 MILE NORTH OF THE INDIAN BAY
 EH1477'SCHOOL, AT THE INTERSECTION OF A DIRT ROAD LEADING TO THE OLD TOWN OF
 EH1477'INDIAN BAY AND A DIRT ROAD LEADING TO INDIAN BAY FERRY, 42 FEET WEST
 EH1477'OF THE CENTERLINE OF THE INDIAN BAY ROAD, AND 23 FEET NORTH OF THE
 EH1477'CENTERLINE OF THE INDIAN BAY FERRY ROAD.  A STANDARD DISK, STAMPED U
 EH1477'56 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- AREA HAS
 EH1477'CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0898 ***********************************************************************
 DK0898  DESIGNATION -  U 57
 DK0898  PID         -  DK0898
 DK0898  STATE/COUNTY-  AR/ARKANSAS
 DK0898  USGS QUAD   -  DUMAS (1969)
 DK0898
 DK0898                         *CURRENT SURVEY CONTROL
 DK0898  ___________________________________________________________________
 DK0898* NAD 83(1986)-  33 59 27.     (N)    091 23 52.     (W)     SCALED    
 DK0898* NAVD 88     -        51.970  (meters)     170.50   (feet)  ADJUSTED  
 DK0898  ___________________________________________________________________
 DK0898  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0898  DYNAMIC HT  -          51.919 (meters)     170.34  (feet)  COMP
 DK0898  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 DK0898
 DK0898  VERT ORDER  -  SECOND    CLASS 0
 DK0898
 DK0898.The horizontal coordinates were scaled from a topographic map and have
 DK0898.an estimated accuracy of +/- 6 seconds.
 DK0898
 DK0898.The orthometric height was determined by differential leveling
 DK0898.and adjusted by the National Geodetic Survey in June 1991..
 DK0898
 DK0898.The geoid height was determined by GEOID03.
 DK0898
 DK0898.The dynamic height is computed by dividing the NAVD 88
 DK0898.geopotential number by the normal gravity value computed on the
 DK0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0898.degrees latitude (g = 980.6199 gals.).
 DK0898
 DK0898.The modeled gravity was interpolated from observed gravity values.
 DK0898
 DK0898;                    North         East    Units  Estimated Accuracy
 DK0898;SPC AR S     -   547,030.      455,640.      MT  (+/- 180 meters Scaled)
 DK0898
 DK0898                          SUPERSEDED SURVEY CONTROL
 DK0898
 DK0898  NGVD 29 (??/??/??)   52.113  (m)          170.97   (f) ADJUSTED    2 0
 DK0898
 DK0898.Superseded values are not recommended for survey control.
 DK0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0898.See file dsdata.txt to determine how the superseded data were derived.
 DK0898
 DK0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT479622(NAD 83)
 DK0898_MARKER: DB = BENCH MARK DISK
 DK0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0898_STAMPING: U-57 1935
 DK0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0898+STABILITY: SURFACE MOTION
 DK0898
 DK0898  HISTORY     - Date     Condition        Report By
 DK0898  HISTORY     - 1935     MONUMENTED       CGS
 DK0898  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0898
 DK0898                          STATION DESCRIPTION
 DK0898
 DK0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0898'10.1 MI S FROM GILLETT.
 DK0898'10.1 MILES SOUTH OF, ALONG ST. HWY. 1, FROM RY. STATION.  ABOUT 1.4
 DK0898'MILES NORTH OF CROSS FERRY.  27 FEET EAST OF CENTERLINE OF STATE HWY.
 DK0898'NO. 1.  27 FEET EAST OF CENTER OF CATTLE GUARD OVER HIGHWAY.  1 FT.
 DK0898'NORTH OF FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST, SET AT
 DK0898'SOUTH END OF HIGHWAY WHERE STATE MAINTENANCE STOPS.  TABLET SET IN
 DK0898'PRECAST CONCRETE POST.
 DK0898
 DK0898                          STATION RECOVERY (1955)
 DK0898
 DK0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1345 ***********************************************************************
 EJ1345  DESIGNATION -  U 59
 EJ1345  PID         -  EJ1345
 EJ1345  STATE/COUNTY-  AR/PIKE
 EJ1345  USGS QUAD   -  LODI (1979)
 EJ1345
 EJ1345                         *CURRENT SURVEY CONTROL
 EJ1345  ___________________________________________________________________
 EJ1345* NAD 83(1986)-  34 15 41.     (N)    093 38 26.     (W)     SCALED    
 EJ1345* NAVD 88     -       210.506  (meters)     690.64   (feet)  ADJUSTED  
 EJ1345  ___________________________________________________________________
 EJ1345  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EJ1345  DYNAMIC HT  -         210.292 (meters)     689.93  (feet)  COMP
 EJ1345  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 EJ1345
 EJ1345  VERT ORDER  -  SECOND    CLASS 0
 EJ1345
 EJ1345.The horizontal coordinates were scaled from a topographic map and have
 EJ1345.an estimated accuracy of +/- 6 seconds.
 EJ1345
 EJ1345.The orthometric height was determined by differential leveling
 EJ1345.and adjusted by the National Geodetic Survey in June 1991..
 EJ1345
 EJ1345.The geoid height was determined by GEOID03.
 EJ1345
 EJ1345.The dynamic height is computed by dividing the NAVD 88
 EJ1345.geopotential number by the normal gravity value computed on the
 EJ1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1345.degrees latitude (g = 980.6199 gals.).
 EJ1345
 EJ1345.The modeled gravity was interpolated from observed gravity values.
 EJ1345
 EJ1345;                    North         East    Units  Estimated Accuracy
 EJ1345;SPC AR S     -   578,090.      248,920.      MT  (+/- 180 meters Scaled)
 EJ1345
 EJ1345                          SUPERSEDED SURVEY CONTROL
 EJ1345
 EJ1345  NGVD 29 (??/??/92)  210.479  (m)          690.55   (f) ADJ UNCH    2 0
 EJ1345
 EJ1345.Superseded values are not recommended for survey control.
 EJ1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1345.See file dsdata.txt to determine how the superseded data were derived.
 EJ1345
 EJ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT410913(NAD 83)
 EJ1345_MARKER: DB = BENCH MARK DISK
 EJ1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1345_STAMPING: U 59 1934
 EJ1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1345+STABILITY: SURFACE MOTION
 EJ1345
 EJ1345  HISTORY     - Date     Condition        Report By
 EJ1345  HISTORY     - 1934     MONUMENTED       CGS
 EJ1345  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1345
 EJ1345                          STATION DESCRIPTION
 EJ1345
 EJ1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1345'0.8 MI N FROM KIRBY.
 EJ1345'LOCATED 0.8 MILE NORTH ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 EJ1345'KIRBY, PIKE COUNTY, 225 FEET SOUTH OF THE SOUTH SIDE OF JOHN GARVIER
 EJ1345'FARMHOUSE, AT THE JUNCTION OF A ROAD LEADING NORTHWEST, 83 FEET WEST
 EJ1345'OF THE CENTERLINE OF THE HIGHWAY, 60 FEET NORTHEAST OF THE CENTER LINE
 EJ1345'OF THE ROAD LEADING NORTHWEST 36.6 FEET SOUTHEAST OF THE SOUTHEAST
 EJ1345'CORNER OF A SMALL TIN-ROOFED BARN, 41 FEET SOUTH OF THE CENTER OF A
 EJ1345'GATEWAY AND 1.9 FEET SOUTHEAST OF A BOARD FENCE.  A STANDARD DISK,
 EJ1345'STAMPED U 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0491 ***********************************************************************
 FG0491  DESIGNATION -  U 6
 FG0491  PID         -  FG0491
 FG0491  STATE/COUNTY-  AR/SEARCY
 FG0491  USGS QUAD   -  MARSHALL (1980)
 FG0491
 FG0491                         *CURRENT SURVEY CONTROL
 FG0491  ___________________________________________________________________
 FG0491* NAD 83(1986)-  35 59 16.     (N)    092 42 58.     (W)     SCALED    
 FG0491* NAVD 88     -       181.492  (meters)     595.45   (feet)  ADJUSTED  
 FG0491  ___________________________________________________________________
 FG0491  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FG0491  DYNAMIC HT  -         181.330 (meters)     594.91  (feet)  COMP
 FG0491  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FG0491
 FG0491  VERT ORDER  -  FIRST     CLASS II
 FG0491
 FG0491.The horizontal coordinates were scaled from a topographic map and have
 FG0491.an estimated accuracy of +/- 6 seconds.
 FG0491
 FG0491.The orthometric height was determined by differential leveling
 FG0491.and adjusted by the National Geodetic Survey in June 1991..
 FG0491
 FG0491.The geoid height was determined by GEOID03.
 FG0491
 FG0491.The dynamic height is computed by dividing the NAVD 88
 FG0491.geopotential number by the normal gravity value computed on the
 FG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0491.degrees latitude (g = 980.6199 gals.).
 FG0491
 FG0491.The modeled gravity was interpolated from observed gravity values.
 FG0491
 FG0491;                    North         East    Units  Estimated Accuracy
 FG0491;SPC AR N     -   183,780.      335,430.      MT  (+/- 180 meters Scaled)
 FG0491
 FG0491                          SUPERSEDED SURVEY CONTROL
 FG0491
 FG0491  NGVD 29 (??/??/92)  181.374  (m)          595.06   (f) ADJ UNCH    1 2
 FG0491
 FG0491.Superseded values are not recommended for survey control.
 FG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0491.See file dsdata.txt to determine how the superseded data were derived.
 FG0491
 FG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV255826(NAD 83)
 FG0491_MARKER: DB = BENCH MARK DISK
 FG0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0491_SP_SET: MONUMENT
 FG0491_STAMPING: U 6-1931
 FG0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0491
 FG0491  HISTORY     - Date     Condition        Report By
 FG0491  HISTORY     - 1931     MONUMENTED       CGS
 FG0491  HISTORY     - 1935     GOOD             NGS
 FG0491
 FG0491                          STATION DESCRIPTION
 FG0491
 FG0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FG0491'IN GILBERT.
 FG0491'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 250 FEET NORTH OF NORTH
 FG0491'END OF DEPOT, 9 FEET SOUTH OF MILE-POST 161-21 (WHICH IS ON TELEPHONE
 FG0491'POST), 23 FEET WEST OF WEST AND NEAREST RAIL OF M AND NA R.R. DUE EAST
 FG0491'OF SECTION FOREMANS HOUSE BY NAME OF MOORE.  STANDARD BRONZE TABLET
 FG0491'SET IN CONCRETE MONUMENT.
 FG0491
 FG0491                          STATION RECOVERY (1935)
 FG0491
 FG0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1047 ***********************************************************************
 DL1047  DESIGNATION -  U 62
 DL1047  PID         -  DL1047
 DL1047  STATE/COUNTY-  AR/HEMPSTEAD
 DL1047  USGS QUAD   -  HOPE (1978)
 DL1047
 DL1047                         *CURRENT SURVEY CONTROL
 DL1047  ___________________________________________________________________
 DL1047* NAD 83(1986)-  33 40 08.     (N)    093 35 39.     (W)     SCALED    
 DL1047* NAVD 88     -       109.325  (meters)     358.68   (feet)  ADJUSTED  
 DL1047  ___________________________________________________________________
 DL1047  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DL1047  DYNAMIC HT  -         109.210 (meters)     358.30  (feet)  COMP
 DL1047  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 DL1047
 DL1047  VERT ORDER  -  SECOND    CLASS 0
 DL1047
 DL1047.The horizontal coordinates were scaled from a topographic map and have
 DL1047.an estimated accuracy of +/- 6 seconds.
 DL1047
 DL1047.The orthometric height was determined by differential leveling
 DL1047.and adjusted by the National Geodetic Survey in June 1991..
 DL1047
 DL1047.The geoid height was determined by GEOID03.
 DL1047
 DL1047.The dynamic height is computed by dividing the NAVD 88
 DL1047.geopotential number by the normal gravity value computed on the
 DL1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1047.degrees latitude (g = 980.6199 gals.).
 DL1047
 DL1047.The modeled gravity was interpolated from observed gravity values.
 DL1047
 DL1047;                    North         East    Units  Estimated Accuracy
 DL1047;SPC AR S     -   512,310.      252,170.      MT  (+/- 180 meters Scaled)
 DL1047
 DL1047                          SUPERSEDED SURVEY CONTROL
 DL1047
 DL1047  NGVD 29 (??/??/92)  109.334  (m)          358.71   (f) ADJ UNCH    2 0
 DL1047
 DL1047.Superseded values are not recommended for survey control.
 DL1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1047.See file dsdata.txt to determine how the superseded data were derived.
 DL1047
 DL1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT449256(NAD 83)
 DL1047_MARKER: DB = BENCH MARK DISK
 DL1047_SETTING: 66 = SET IN ROCK OUTCROP
 DL1047_SP_SET: ROCKLEDGE
 DL1047_STAMPING: U 62 1935
 DL1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL1047+STABILITY: POSITION/ELEVATION WELL
 DL1047
 DL1047  HISTORY     - Date     Condition        Report By
 DL1047  HISTORY     - 1935     MONUMENTED       CGS
 DL1047  HISTORY     - 1963     GOOD             NGS
 DL1047
 DL1047                          STATION DESCRIPTION
 DL1047
 DL1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1047'IN HOPE.
 DL1047'AT HOPE, HEMPSTEAD COUNTY, AT THE SOUTHEAST ENTRANCE TO THE CITY HALL,
 DL1047'IN THE SOUTHWEST CONCRETE RAILING, 38.8 FEET NORTHEAST OF THE SOUTH
 DL1047'CORNER OF THE BUILDING, 12.2 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DL1047'MAIN ENTRANCE, 11.2 NORTHWEST OF THE BASE OF THE LAMPPOST ON THE
 DL1047'SOUTHWEST SIDE OF THE STEPS, 1.9 FEET SOUTHEAST OF THE SOUTHEAST WALL
 DL1047'OF THE BUILDING, AND 2.9 FEET ABOVE THE GROUND.  A STANDARD DISK,
 DL1047'STAMPED U 62 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0946 ***********************************************************************
 DL0946  DESIGNATION -  U 63
 DL0946  PID         -  DL0946
 DL0946  STATE/COUNTY-  AR/MILLER
 DL0946  USGS QUAD   -  FULTON (1975)
 DL0946
 DL0946                         *CURRENT SURVEY CONTROL
 DL0946  ___________________________________________________________________
 DL0946* NAD 83(1986)-  33 34 01.     (N)    093 51 23.     (W)     SCALED    
 DL0946* NAVD 88     -        78.760  (meters)     258.40   (feet)  ADJUSTED  
 DL0946  ___________________________________________________________________
 DL0946  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DL0946  DYNAMIC HT  -          78.677 (meters)     258.13  (feet)  COMP
 DL0946  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 DL0946
 DL0946  VERT ORDER  -  SECOND    CLASS 0
 DL0946
 DL0946.The horizontal coordinates were scaled from a topographic map and have
 DL0946.an estimated accuracy of +/- 6 seconds.
 DL0946
 DL0946.The orthometric height was determined by differential leveling
 DL0946.and adjusted by the National Geodetic Survey in June 1991..
 DL0946
 DL0946.The geoid height was determined by GEOID03.
 DL0946
 DL0946.The dynamic height is computed by dividing the NAVD 88
 DL0946.geopotential number by the normal gravity value computed on the
 DL0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0946.degrees latitude (g = 980.6199 gals.).
 DL0946
 DL0946.The modeled gravity was interpolated from observed gravity values.
 DL0946
 DL0946;                    North         East    Units  Estimated Accuracy
 DL0946;SPC AR S     -   501,420.      227,650.      MT  (+/- 180 meters Scaled)
 DL0946
 DL0946                          SUPERSEDED SURVEY CONTROL
 DL0946
 DL0946  NGVD 29 (??/??/92)   78.778  (m)          258.46   (f) ADJ UNCH    2 0
 DL0946
 DL0946.Superseded values are not recommended for survey control.
 DL0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0946.See file dsdata.txt to determine how the superseded data were derived.
 DL0946
 DL0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT205144(NAD 83)
 DL0946_MARKER: DB = BENCH MARK DISK
 DL0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0946_STAMPING: U 63 1934
 DL0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0946+STABILITY: SURFACE MOTION
 DL0946
 DL0946  HISTORY     - Date     Condition        Report By
 DL0946  HISTORY     - 1934     MONUMENTED       CGS
 DL0946  HISTORY     - 1964     GOOD             NGS
 DL0946
 DL0946                          STATION DESCRIPTION
 DL0946
 DL0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0946'2.5 MI N FROM HOMAN.
 DL0946'LOCATED 2.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0946'PUBLIC SCHOOL AT HOMAN, 0.1 MILE SOUTHWEST OF A TURN TO THE NORTH IN
 DL0946'THE HIGHWAY AWAY FROM THE TRACKS, 6 FEET SOUTHWEST OF THE TENTH POLE
 DL0946'SOUTHWEST OF MILEPOST 475, 120 FEET SOUTHWEST OF A ROAD CROSSING, 40
 DL0946'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 36 FEET SOUTHEAST OF
 DL0946'THE CENTERLINE OF THE U.S. HIGHWAY 67, AND ABOUT 4 FEET LOWER THAN THE
 DL0946'TRACKS.  IT IS 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 DL0946'DISK, STAMPED U 63 1934, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 DL0946'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0498 ***********************************************************************
 DL0498  DESIGNATION -  U 64
 DL0498  PID         -  DL0498
 DL0498  STATE/COUNTY-  AR/CLARK
 DL0498  USGS QUAD   -  GURDON (1970)
 DL0498
 DL0498                         *CURRENT SURVEY CONTROL
 DL0498  ___________________________________________________________________
 DL0498* NAD 83(1986)-  33 52 49.     (N)    093 13 50.     (W)     SCALED    
 DL0498* NAVD 88     -        63.864  (meters)     209.53   (feet)  ADJUSTED  
 DL0498  ___________________________________________________________________
 DL0498  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DL0498  DYNAMIC HT  -          63.799 (meters)     209.31  (feet)  COMP
 DL0498  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 DL0498
 DL0498  VERT ORDER  -  SECOND    CLASS 0
 DL0498
 DL0498.The horizontal coordinates were scaled from a topographic map and have
 DL0498.an estimated accuracy of +/- 6 seconds.
 DL0498
 DL0498.The orthometric height was determined by differential leveling
 DL0498.and adjusted by the National Geodetic Survey in June 1991..
 DL0498
 DL0498.The geoid height was determined by GEOID03.
 DL0498
 DL0498.The dynamic height is computed by dividing the NAVD 88
 DL0498.geopotential number by the normal gravity value computed on the
 DL0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0498.degrees latitude (g = 980.6199 gals.).
 DL0498
 DL0498.The modeled gravity was interpolated from observed gravity values.
 DL0498
 DL0498;                    North         East    Units  Estimated Accuracy
 DL0498;SPC AR S     -   535,290.      286,170.      MT  (+/- 180 meters Scaled)
 DL0498
 DL0498                          SUPERSEDED SURVEY CONTROL
 DL0498
 DL0498  NGVD 29 (??/??/92)   63.860  (m)          209.51   (f) ADJ UNCH    2 0
 DL0498
 DL0498.Superseded values are not recommended for survey control.
 DL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0498.See file dsdata.txt to determine how the superseded data were derived.
 DL0498
 DL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT786489(NAD 83)
 DL0498_MARKER: DB = BENCH MARK DISK
 DL0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0498_STAMPING: U-64 1935
 DL0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0498+STABILITY: SURFACE MOTION
 DL0498
 DL0498  HISTORY     - Date     Condition        Report By
 DL0498  HISTORY     - 1935     MONUMENTED       CGS
 DL0498  HISTORY     - 1969     MARK NOT FOUND   NGS
 DL0498
 DL0498                          STATION DESCRIPTION
 DL0498
 DL0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0498'1.6 MI SW FROM BEIRNE.
 DL0498'1.6 MILES SOUTHWEST OF, ALONG M.P.R.R. FROM STATION.  ABOUT .4 MILE
 DL0498'NORTHEAST OF STATE HWY. 51 CROSSING.  135 FEET NORTHEAST OF POINT
 DL0498'WHERE TELEPHONE LINE CROSSES HIGHWAY.  86 FEET SOUTHEAST OF M.P.
 DL0498'431-30.  75 FEET NORTHEAST OF LAST TELEPHONE POLE ON NORTHWEST SIDE OF
 DL0498'HIGHWAY.  47.3 FEET SOUTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R.
 DL0498'TRACK.  22 FEET NORTHWEST OF CENTERLINE OF STATE HWY. 51.  1.2 FEET
 DL0498'SOUTHEAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST. NOTE--
 DL0498'STATE HWY 51 IS NOW A COUNTY ROAD, MILEPOSTS ALONG RR HAVE BEEN
 DL0498'CHANGED.
 DL0498
 DL0498                          STATION RECOVERY (1969)
 DL0498
 DL0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DL0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1030 ***********************************************************************
 FG1030  DESIGNATION -  U 65
 FG1030  PID         -  FG1030
 FG1030  STATE/COUNTY-  AR/POPE
 FG1030  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1030
 FG1030                         *CURRENT SURVEY CONTROL
 FG1030  ___________________________________________________________________
 FG1030* NAD 83(1986)-  35 17 43.     (N)    093 07 16.     (W)     SCALED    
 FG1030* NAVD 88     -       130.727  (meters)     428.89   (feet)  ADJUSTED  
 FG1030  ___________________________________________________________________
 FG1030  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FG1030  DYNAMIC HT  -         130.604 (meters)     428.49  (feet)  COMP
 FG1030  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 FG1030
 FG1030  VERT ORDER  -  SECOND    CLASS 0
 FG1030
 FG1030.The horizontal coordinates were scaled from a topographic map and have
 FG1030.an estimated accuracy of +/- 6 seconds.
 FG1030
 FG1030.The orthometric height was determined by differential leveling
 FG1030.and adjusted by the National Geodetic Survey in June 1991..
 FG1030
 FG1030.The geoid height was determined by GEOID03.
 FG1030
 FG1030.The dynamic height is computed by dividing the NAVD 88
 FG1030.geopotential number by the normal gravity value computed on the
 FG1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1030.degrees latitude (g = 980.6199 gals.).
 FG1030
 FG1030.The modeled gravity was interpolated from observed gravity values.
 FG1030
 FG1030;                    North         East    Units  Estimated Accuracy
 FG1030;SPC AR N     -   107,300.      298,030.      MT  (+/- 180 meters Scaled)
 FG1030
 FG1030                          SUPERSEDED SURVEY CONTROL
 FG1030
 FG1030  NGVD 29 (??/??/92)  130.716  (m)          428.86   (f) ADJ UNCH    2 0
 FG1030
 FG1030.Superseded values are not recommended for survey control.
 FG1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1030.See file dsdata.txt to determine how the superseded data were derived.
 FG1030
 FG1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV889057(NAD 83)
 FG1030_MARKER: DB = BENCH MARK DISK
 FG1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1030_STAMPING: U-65 1935
 FG1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1030+STABILITY: SURFACE MOTION
 FG1030
 FG1030  HISTORY     - Date     Condition        Report By
 FG1030  HISTORY     - 1935     MONUMENTED       CGS
 FG1030  HISTORY     - 1989     GOOD             USPSQD
 FG1030
 FG1030                          STATION DESCRIPTION
 FG1030
 FG1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1030'.9 MI NE FROM RUSSELLVILLE.
 FG1030'1.9 MILES NORTHEAST OF, ALONG ST. HWY. 124, FROM POST OFFICE 180 FEET
 FG1030'NORTH OF SUMMIT OF HILL WITH SIDERAILS ON EAST SIDE.  70.5 FEET SOUTH
 FG1030'OF OAK TREE 2 FT. IN DIAMETER AT BASE.  49.4 FEET SOUTHEAST OF
 FG1030'SOUTHEAST CORNER OF WHITE HOUSE WITH RED ROOF, PROPERTY OF SIDNEY
 FG1030'SIMPSON.  32 FEET WEST OF CENTER LINE OF ST.HWY.124.  5.5 FEET
 FG1030'SOUTHWEST OF TELEPHONE POLE.  2.4 FEET NORTHWEST OF NORTHEAST CORNER
 FG1030'OF FENCE AROUND SMALL LOT.  TABLET SET IN PRECAST CONCRETE POST.
 FG1030
 FG1030                          STATION RECOVERY (1989)
 FG1030
 FG1030'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1031 ***********************************************************************
 FG1031  DESIGNATION -  U 65 RESET
 FG1031  PID         -  FG1031
 FG1031  STATE/COUNTY-  AR/POPE
 FG1031  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1031
 FG1031                         *CURRENT SURVEY CONTROL
 FG1031  ___________________________________________________________________
 FG1031* NAD 83(1986)-  35 17 44.     (N)    093 07 16.     (W)     SCALED    
 FG1031* NAVD 88     -       131.51   (meters)     431.5    (feet)  RESET     
 FG1031  ___________________________________________________________________
 FG1031  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FG1031
 FG1031  VERT ORDER  -  THIRD
 FG1031
 FG1031.The horizontal coordinates were scaled from a topographic map and have
 FG1031.an estimated accuracy of +/- 6 seconds.
 FG1031
 FG1031.The orthometric height was computed from unverified reset data.
 FG1031
 FG1031.The geoid height was determined by GEOID03.
 FG1031
 FG1031;                    North         East    Units  Estimated Accuracy
 FG1031;SPC AR N     -   107,330.      298,030.      MT  (+/- 180 meters Scaled)
 FG1031
 FG1031                          SUPERSEDED SURVEY CONTROL
 FG1031
 FG1031.No superseded survey control is available for this station.
 FG1031
 FG1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV889058(NAD 83)
 FG1031_MARKER: DB = BENCH MARK DISK
 FG1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1031_STAMPING: U 65 1935 RESET 1962
 FG1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1031+STABILITY: SURFACE MOTION
 FG1031
 FG1031  HISTORY     - Date     Condition        Report By
 FG1031  HISTORY     - 1962     MONUMENTED       CGS
 FG1031  HISTORY     - 1989     GOOD             USPSQD
 FG1031
 FG1031                          STATION DESCRIPTION
 FG1031
 FG1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG1031'1.9 MI NE FROM RUSSELVILLE.
 FG1031'LOCATED 1.9 MILES NORTHEAST ALONNG STATE HIGHWAY 124 FROM THE POST
 FG1031'OFFICE AT RUSSELVILLE, NEAR AN OVERPASS ON INTERSTATE HIGHWAY 40, AND
 FG1031'ON PROPERTY OWNED BY MR. JAMES ALEWINE, 275 FEET SOUTH OF THE
 FG1031'SOUTHWEST CORNER OF THE OVERPASS, 350 FEET SOUTH OF THE CENTERLINE OF
 FG1031'THE EASTBOUND LANE OF THE INTERSTATE HIGHWAY, 55 FEET WEST OF THE
 FG1031'CENTERLINE OF STATE HIGHWAY 124, 46 FEET NORTH OF A 2-FOOT OAK TREE,
 FG1031'32.5 FEET SOUTHEAST OF A POWER POLE, 75 FEET SOUTHWEST OF A 2-FOOT OAK
 FG1031'TREE IN A FENCE LINE, 43 FEET EAST OF A SMALL LONE CEDAR TREE, 1 FOOT
 FG1031'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FG1031'PROJECTING 6 INCHES.
 FG1031
 FG1031                          STATION RECOVERY (1989)
 FG1031
 FG1031'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0465 ***********************************************************************
 FG0465  DESIGNATION -  U 67
 FG0465  PID         -  FG0465
 FG0465  STATE/COUNTY-  AR/CONWAY
 FG0465  USGS QUAD   -  CLEVELAND (1990)
 FG0465
 FG0465                         *CURRENT SURVEY CONTROL
 FG0465  ___________________________________________________________________
 FG0465* NAD 83(1986)-  35 26 11.     (N)    092 43 21.     (W)     SCALED    
 FG0465* NAVD 88     -       179.931  (meters)     590.32   (feet)  ADJUSTED  
 FG0465  ___________________________________________________________________
 FG0465  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FG0465  DYNAMIC HT  -         179.761 (meters)     589.77  (feet)  COMP
 FG0465  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FG0465
 FG0465  VERT ORDER  -  SECOND    CLASS 0
 FG0465
 FG0465.The horizontal coordinates were scaled from a topographic map and have
 FG0465.an estimated accuracy of +/- 6 seconds.
 FG0465
 FG0465.The orthometric height was determined by differential leveling
 FG0465.and adjusted by the National Geodetic Survey in June 1991..
 FG0465
 FG0465.The geoid height was determined by GEOID03.
 FG0465
 FG0465.The dynamic height is computed by dividing the NAVD 88
 FG0465.geopotential number by the normal gravity value computed on the
 FG0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0465.degrees latitude (g = 980.6199 gals.).
 FG0465
 FG0465.The modeled gravity was interpolated from observed gravity values.
 FG0465
 FG0465;                    North         East    Units  Estimated Accuracy
 FG0465;SPC AR N     -   122,620.      334,400.      MT  (+/- 180 meters Scaled)
 FG0465
 FG0465                          SUPERSEDED SURVEY CONTROL
 FG0465
 FG0465  NGVD 29 (??/??/92)  179.918  (m)          590.28   (f) ADJ UNCH    2 0
 FG0465
 FG0465.Superseded values are not recommended for survey control.
 FG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0465.See file dsdata.txt to determine how the superseded data were derived.
 FG0465
 FG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV251214(NAD 83)
 FG0465_MARKER: DB = BENCH MARK DISK
 FG0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0465_STAMPING: U 67 1935
 FG0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0465+STABILITY: SURFACE MOTION
 FG0465
 FG0465  HISTORY     - Date     Condition        Report By
 FG0465  HISTORY     - 1935     MONUMENTED       CGS
 FG0465  HISTORY     - 1935     GOOD             NGS
 FG0465
 FG0465                          STATION DESCRIPTION
 FG0465
 FG0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0465'0.9 MI N FROM CLEVELAND.
 FG0465'0.9 MILE NORTH ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 FG0465'CLEVELAND, CONWAY COUNTY, 1.0 MILE WEST ALONG JERUSALEM ROAD, 74 FEET
 FG0465'NORTHWEST OF THE STONE CHIMNEY AT THE WEST END OF THE J. H. REID
 FG0465'FARMHOUSE, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 36 FEET
 FG0465'WEST OF A NORTHEAST FENCE CORNER, AND 1 1/2 FEET NORTH OF A FENCE.  A
 FG0465'STANDARD DISK, STAMPED U 67 1935 AND SET IN THE TOP OF A CONCRETE
 FG0465'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0189 ***********************************************************************
 FG0189  DESIGNATION -  U 68
 FG0189  PID         -  FG0189
 FG0189  STATE/COUNTY-  AR/CLEBURNE
 FG0189  USGS QUAD   -  QUITMAN (1991)
 FG0189
 FG0189                         *CURRENT SURVEY CONTROL
 FG0189  ___________________________________________________________________
 FG0189* NAD 83(1986)-  35 23 47.     (N)    092 11 12.     (W)     SCALED    
 FG0189* NAVD 88     -       194.176  (meters)     637.06   (feet)  ADJUSTED  
 FG0189  ___________________________________________________________________
 FG0189  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FG0189  DYNAMIC HT  -         193.997 (meters)     636.47  (feet)  COMP
 FG0189  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 FG0189
 FG0189  VERT ORDER  -  SECOND    CLASS 0
 FG0189
 FG0189.The horizontal coordinates were scaled from a topographic map and have
 FG0189.an estimated accuracy of +/- 6 seconds.
 FG0189
 FG0189.The orthometric height was determined by differential leveling
 FG0189.and adjusted by the National Geodetic Survey in June 1991..
 FG0189
 FG0189.The geoid height was determined by GEOID03.
 FG0189
 FG0189.The dynamic height is computed by dividing the NAVD 88
 FG0189.geopotential number by the normal gravity value computed on the
 FG0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0189.degrees latitude (g = 980.6199 gals.).
 FG0189
 FG0189.The modeled gravity was interpolated from observed gravity values.
 FG0189
 FG0189;                    North         East    Units  Estimated Accuracy
 FG0189;SPC AR N     -   117,950.      383,040.      MT  (+/- 180 meters Scaled)
 FG0189
 FG0189                          SUPERSEDED SURVEY CONTROL
 FG0189
 FG0189  NGVD 29 (??/??/92)  194.134  (m)          636.92   (f) ADJ UNCH    2 0
 FG0189
 FG0189.Superseded values are not recommended for survey control.
 FG0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0189.See file dsdata.txt to determine how the superseded data were derived.
 FG0189
 FG0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV738173(NAD 83)
 FG0189_MARKER: DB = BENCH MARK DISK
 FG0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0189_STAMPING: U 68 1934
 FG0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0189+STABILITY: SURFACE MOTION
 FG0189
 FG0189  HISTORY     - Date     Condition        Report By
 FG0189  HISTORY     - 1934     MONUMENTED       CGS
 FG0189  HISTORY     - 1962     GOOD             NGS
 FG0189
 FG0189                          STATION DESCRIPTION
 FG0189
 FG0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0189'1.95 MI NE FROM QUITMAN.
 FG0189'IT IS 1.95 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 FG0189'AT QUITMAN, 16.4 FEET NORTH OF A METAL WITNESS POST, SET IN TOP OF A
 FG0189'SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0117 ***********************************************************************
 FG0117  DESIGNATION -  U 69
 FG0117  PID         -  FG0117
 FG0117  STATE/COUNTY-  AR/FAULKNER
 FG0117  USGS QUAD   -  CONWAY (1994)
 FG0117
 FG0117                         *CURRENT SURVEY CONTROL
 FG0117  ___________________________________________________________________
 FG0117* NAD 83(1986)-  35 05 27.     (N)    092 23 41.     (W)     SCALED    
 FG0117* NAVD 88     -        89.396  (meters)     293.29   (feet)  ADJUSTED  
 FG0117  ___________________________________________________________________
 FG0117  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FG0117  DYNAMIC HT  -          89.312 (meters)     293.02  (feet)  COMP
 FG0117  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 FG0117
 FG0117  VERT ORDER  -  SECOND    CLASS 0
 FG0117
 FG0117.The horizontal coordinates were scaled from a topographic map and have
 FG0117.an estimated accuracy of +/- 6 seconds.
 FG0117
 FG0117.The orthometric height was determined by differential leveling
 FG0117.and adjusted by the National Geodetic Survey in June 1991..
 FG0117
 FG0117.The geoid height was determined by GEOID03.
 FG0117
 FG0117.The dynamic height is computed by dividing the NAVD 88
 FG0117.geopotential number by the normal gravity value computed on the
 FG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0117.degrees latitude (g = 980.6199 gals.).
 FG0117
 FG0117.The modeled gravity was interpolated from observed gravity values.
 FG0117
 FG0117;                    North         East    Units  Estimated Accuracy
 FG0117;SPC AR N     -    84,110.      364,010.      MT  (+/- 180 meters Scaled)
 FG0117
 FG0117                          SUPERSEDED SURVEY CONTROL
 FG0117
 FG0117  NGVD 29 (??/??/92)   89.417  (m)          293.36   (f) ADJ UNCH    2 0
 FG0117
 FG0117.Superseded values are not recommended for survey control.
 FG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0117.See file dsdata.txt to determine how the superseded data were derived.
 FG0117
 FG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU551832(NAD 83)
 FG0117_MARKER: DB = BENCH MARK DISK
 FG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0117_STAMPING: U 69 1934
 FG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0117+STABILITY: SURFACE MOTION
 FG0117
 FG0117  HISTORY     - Date     Condition        Report By
 FG0117  HISTORY     - 1934     MONUMENTED       CGS
 FG0117  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0117
 FG0117                          STATION DESCRIPTION
 FG0117
 FG0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0117'2.7 MI E FROM CONWAY.
 FG0117'2.7 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FG0117'RAILROAD STATION AT CONWAY, FAULKNER COUNTY, 55.2 FEET WEST OF A
 FG0117'FARMHOUSE (VACANT IN 1934) ON THE FARM OF C.L. MORGAN, 45.7 FEET NORTH
 FG0117'OF THE CENTERLINE OF THE HIGHWAY, 20.5 FEET NORTH OF THE SOUTHEAST
 FG0117'CORNER OF A PASTURE FENCE, AND 1 FOOT WEST OF A NORTH-AND-SOUTH FENCE.
 FG0117'A STANDARD DISK, STAMPED U 69 1934 AND SET IN THE TOP OF A CONCRETE
 FG0117'POST.
 FG0117
 FG0117                          STATION RECOVERY (1984)
 FG0117
 FG0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1514 ***********************************************************************
 FG1514  DESIGNATION -  U 69 RESET
 FG1514  PID         -  FG1514
 FG1514  STATE/COUNTY-  AR/FAULKNER
 FG1514  USGS QUAD   -  CONWAY (1994)
 FG1514
 FG1514                         *CURRENT SURVEY CONTROL
 FG1514  ___________________________________________________________________
 FG1514* NAD 83(1986)-  35 05 27.     (N)    092 23 41.     (W)     SCALED    
 FG1514* NAVD 88     -        90.26   (+/-2cm)     296.1    (feet)  VERTCON   
 FG1514  ___________________________________________________________________
 FG1514  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FG1514
 FG1514  VERT ORDER  -  THIRD (See Below)
 FG1514
 FG1514.The horizontal coordinates were scaled from a topographic map and have
 FG1514.an estimated accuracy of +/- 6 seconds.
 FG1514
 FG1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1514.The vertical order pertains to the NGVD 29 superseded value.
 FG1514
 FG1514.The geoid height was determined by GEOID03.
 FG1514
 FG1514;                    North         East    Units  Estimated Accuracy
 FG1514;SPC AR N     -    84,110.      364,010.      MT  (+/- 180 meters Scaled)
 FG1514
 FG1514                          SUPERSEDED SURVEY CONTROL
 FG1514
 FG1514  NGVD 29 (08/21/02)   90.28   (m)          296.2    (f) RESET       3  
 FG1514
 FG1514.Superseded values are not recommended for survey control.
 FG1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1514.See file dsdata.txt to determine how the superseded data were derived.
 FG1514
 FG1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU551832(NAD 83)
 FG1514_MARKER: DB = BENCH MARK DISK
 FG1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1514_SP_SET: BRIDGE CURB
 FG1514_STAMPING: U 69 RESET 1978
 FG1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1514
 FG1514  HISTORY     - Date     Condition        Report By
 FG1514  HISTORY     - 1978     MONUMENTED       LOCENG
 FG1514  HISTORY     - 20050317 MARK NOT FOUND   ARHD
 FG1514
 FG1514                          STATION DESCRIPTION
 FG1514
 FG1514'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 FG1514'2.65 MI EAST FROM CONWAY.
 FG1514'2.65 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE MISSOURI-PACIFIC
 FG1514'RAILROAD STATION IN CONWAY, 1650 FEET EAST OF THE INTERSECTION OF
 FG1514'ARKANSAS HIGHWAY 286 AND U.S. HIGHWAY 64 AND THE NORTH CURB AT
 FG1514'EAST END OF U.S. HIGHWAY 64 OVER GOLD CREEK.
 FG1514
 FG1514                          STATION RECOVERY (2005)
 FG1514
 FG1514'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1158 ***********************************************************************
 FG1158  DESIGNATION -  U 70
 FG1158  PID         -  FG1158
 FG1158  STATE/COUNTY-  AR/PERRY
 FG1158  USGS QUAD   -  CASA (1972)
 FG1158
 FG1158                         *CURRENT SURVEY CONTROL
 FG1158  ___________________________________________________________________
 FG1158* NAD 83(1986)-  35 01 38.     (N)    093 04 43.     (W)     SCALED    
 FG1158* NAVD 88     -        99.392  (meters)     326.09   (feet)  ADJUSTED  
 FG1158  ___________________________________________________________________
 FG1158  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FG1158  DYNAMIC HT  -          99.296 (meters)     325.77  (feet)  COMP
 FG1158  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FG1158
 FG1158  VERT ORDER  -  SECOND    CLASS 0
 FG1158
 FG1158.The horizontal coordinates were scaled from a topographic map and have
 FG1158.an estimated accuracy of +/- 6 seconds.
 FG1158
 FG1158.The orthometric height was determined by differential leveling
 FG1158.and adjusted by the National Geodetic Survey in June 1991..
 FG1158
 FG1158.The geoid height was determined by GEOID03.
 FG1158
 FG1158.The dynamic height is computed by dividing the NAVD 88
 FG1158.geopotential number by the normal gravity value computed on the
 FG1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1158.degrees latitude (g = 980.6199 gals.).
 FG1158
 FG1158.The modeled gravity was interpolated from observed gravity values.
 FG1158
 FG1158;                    North         East    Units  Estimated Accuracy
 FG1158;SPC AR N     -    77,520.      301,570.      MT  (+/- 180 meters Scaled)
 FG1158
 FG1158                          SUPERSEDED SURVEY CONTROL
 FG1158
 FG1158  NGVD 29 (??/??/92)   99.381  (m)          326.05   (f) ADJ UNCH    2 0
 FG1158
 FG1158.Superseded values are not recommended for survey control.
 FG1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1158.See file dsdata.txt to determine how the superseded data were derived.
 FG1158
 FG1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU928760(NAD 83)
 FG1158_MARKER: DB = BENCH MARK DISK
 FG1158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1158_SP_SET: ABUTMENT
 FG1158_STAMPING: U-70 1934
 FG1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1158
 FG1158  HISTORY     - Date     Condition        Report By
 FG1158  HISTORY     - 1934     MONUMENTED       CGS
 FG1158  HISTORY     - 1965     GOOD             USFS
 FG1158
 FG1158                          STATION DESCRIPTION
 FG1158
 FG1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1158'1.8 MI W FROM CASA.
 FG1158'1.8 MILES WEST OF, ALONG C.R.I. AND P. RY. FROM STATION.  TABLET SET
 FG1158'HORIZONTALLY ON NORTH END OF EAST CONCRETE ABUTMENT TO RAILROAD BRIDGE
 FG1158'NO. 2003.  ABOUT 450 FEET WEST OF RAILROAD CROSSING. ABOUT 105 FEET
 FG1158'NORTH OF CENTERLINE OF ST. HWY. 10.  6.4 FEET NORTH OF CENTERLINE OF
 FG1158'CHICAGO, ROCK ISLAND AND PACIFIC R.R.  3.7 FEET BELOW TRACK. 0.8 FEET
 FG1158'SOUTH OF NORTH END OF ABUTMENT.  NOTE-- BRIDGE SHOULD READ 2002 AND
 FG1158'NOT 2003.
 FG1158
 FG1158                          STATION RECOVERY (1965)
 FG1158
 FG1158'RECOVERY NOTE BY US FOREST SERVICE 1965
 FG1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0256 ***********************************************************************
 EJ0256  DESIGNATION -  U 72
 EJ0256  PID         -  EJ0256
 EJ0256  STATE/COUNTY-  AR/PULASKI
 EJ0256  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0256
 EJ0256                         *CURRENT SURVEY CONTROL
 EJ0256  ___________________________________________________________________
 EJ0256* NAD 83(1986)-  34 48 12.     (N)    092 24 08.     (W)     SCALED    
 EJ0256* NAVD 88     -        82.501  (meters)     270.67   (feet)  ADJUSTED  
 EJ0256  ___________________________________________________________________
 EJ0256  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EJ0256  DYNAMIC HT  -          82.424 (meters)     270.42  (feet)  COMP
 EJ0256  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 EJ0256
 EJ0256  VERT ORDER  -  SECOND    CLASS 0
 EJ0256
 EJ0256.The horizontal coordinates were scaled from a topographic map and have
 EJ0256.an estimated accuracy of +/- 6 seconds.
 EJ0256
 EJ0256.The orthometric height was determined by differential leveling
 EJ0256.and adjusted by the National Geodetic Survey in June 1991..
 EJ0256
 EJ0256.The geoid height was determined by GEOID03.
 EJ0256
 EJ0256.The dynamic height is computed by dividing the NAVD 88
 EJ0256.geopotential number by the normal gravity value computed on the
 EJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0256.degrees latitude (g = 980.6199 gals.).
 EJ0256
 EJ0256.The modeled gravity was interpolated from observed gravity values.
 EJ0256
 EJ0256;                    North         East    Units  Estimated Accuracy
 EJ0256;SPC AR S     -   637,060.      363,190.      MT  (+/- 180 meters Scaled)
 EJ0256
 EJ0256                          SUPERSEDED SURVEY CONTROL
 EJ0256
 EJ0256  NGVD 29 (??/??/92)   82.545  (m)          270.82   (f) ADJ UNCH    2 0
 EJ0256
 EJ0256.Superseded values are not recommended for survey control.
 EJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0256.See file dsdata.txt to determine how the superseded data were derived.
 EJ0256
 EJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU546513(NAD 83)
 EJ0256_MARKER: DB = BENCH MARK DISK
 EJ0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0256_SP_SET: HEADWALL
 EJ0256_STAMPING: U-72 1934
 EJ0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0256
 EJ0256  HISTORY     - Date     Condition        Report By
 EJ0256  HISTORY     - 1934     MONUMENTED       CGS
 EJ0256  HISTORY     - 1989     GOOD             USPSQD
 EJ0256  HISTORY     - 20030414 GOOD             ARHD
 EJ0256
 EJ0256                          STATION DESCRIPTION
 EJ0256
 EJ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0256'5.1 MI E FROM PINNACLE.
 EJ0256'5.1 MILES EAST OF, ALONG C.R.I. AND P.RY. FROM STATION STANDARD TABLET
 EJ0256'SET HORIZONTALLY ON EAST END OF SOUTH HEADWALL OF CONCRETE RAILROAD
 EJ0256'CULVERT.  55.5 FEET SOUTHEAST OF TELEPHONE POLE MARKED 147+30. 13.3
 EJ0256'FEET SOUTH OF CENTERLINE OF C.R.I. AND P.RY. TRACK. 1.3 FEET WEST OF
 EJ0256'EAST END OF HEADWALL.  0.9 FT. NORTH OF SOUTH EDGE OF HEADWALL.
 EJ0256
 EJ0256                          STATION RECOVERY (1989)
 EJ0256
 EJ0256'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0256'RECOVERED IN GOOD CONDITION.
 EJ0256
 EJ0256                          STATION RECOVERY (2003)
 EJ0256
 EJ0256'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ0256'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0855 ***********************************************************************
 EJ0855  DESIGNATION -  U 73
 EJ0855  PID         -  EJ0855
 EJ0855  STATE/COUNTY-  AR/SALINE
 EJ0855  USGS QUAD   -  FOURCHE SW (1984)
 EJ0855
 EJ0855                         *CURRENT SURVEY CONTROL
 EJ0855  ___________________________________________________________________
 EJ0855* NAD 83(1986)-  34 46 23.     (N)    092 43 09.     (W)     SCALED    
 EJ0855* NAVD 88     -       138.065  (meters)     452.97   (feet)  ADJUSTED  
 EJ0855  ___________________________________________________________________
 EJ0855  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EJ0855  DYNAMIC HT  -         137.933 (meters)     452.54  (feet)  COMP
 EJ0855  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 EJ0855
 EJ0855  VERT ORDER  -  SECOND    CLASS 0
 EJ0855
 EJ0855.The horizontal coordinates were scaled from a topographic map and have
 EJ0855.an estimated accuracy of +/- 6 seconds.
 EJ0855
 EJ0855.The orthometric height was determined by differential leveling
 EJ0855.and adjusted by the National Geodetic Survey in June 1991..
 EJ0855
 EJ0855.The geoid height was determined by GEOID03.
 EJ0855
 EJ0855.The dynamic height is computed by dividing the NAVD 88
 EJ0855.geopotential number by the normal gravity value computed on the
 EJ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0855.degrees latitude (g = 980.6199 gals.).
 EJ0855
 EJ0855.The modeled gravity was interpolated from observed gravity values.
 EJ0855
 EJ0855;                    North         East    Units  Estimated Accuracy
 EJ0855;SPC AR S     -   633,860.      334,170.      MT  (+/- 180 meters Scaled)
 EJ0855
 EJ0855                          SUPERSEDED SURVEY CONTROL
 EJ0855
 EJ0855  NGVD 29 (??/??/92)  138.081  (m)          453.02   (f) ADJ UNCH    2 0
 EJ0855
 EJ0855.Superseded values are not recommended for survey control.
 EJ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0855.See file dsdata.txt to determine how the superseded data were derived.
 EJ0855
 EJ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU256479(NAD 83)
 EJ0855_MARKER: DB = BENCH MARK DISK
 EJ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0855_STAMPING: U 73 1935
 EJ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0855+STABILITY: SURFACE MOTION
 EJ0855
 EJ0855  HISTORY     - Date     Condition        Report By
 EJ0855  HISTORY     - 1935     MONUMENTED       CGS
 EJ0855  HISTORY     - 1961     GOOD             NGS
 EJ0855
 EJ0855                          STATION DESCRIPTION
 EJ0855
 EJ0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0855'2.9 MI E FROM PARON.
 EJ0855'2.9 MILES EAST ALONG TWELFTH STREET PIKE FROM THE SCHOOLHOUSE AT
 EJ0855'PARON, SALINE COUNTY, 0.15 MILE NORTH OF THE MELVIN HOLLAND FARMHOUSE,
 EJ0855'45 FEET WEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND A PRIVATE
 EJ0855'ROAD LEADING SOUTHEAST, 34 FEET WEST OF THE CENTERLINE OF THE ROAD,
 EJ0855'AND 11.5 FEET WEST OF A TRIANGLE OF THREE 10-INCH PINE TREES. A
 EJ0855'STANDARD DISK, STAMPED U 73 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0855'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0884 ***********************************************************************
 FF0884  DESIGNATION -  U 75
 FF0884  PID         -  FF0884
 FF0884  STATE/COUNTY-  AR/CRAIGHEAD
 FF0884  USGS QUAD   -  CASH (1980)
 FF0884
 FF0884                         *CURRENT SURVEY CONTROL
 FF0884  ___________________________________________________________________
 FF0884* NAD 83(1986)-  35 50 38.     (N)    090 53 22.     (W)     SCALED    
 FF0884* NAVD 88     -        77.273  (meters)     253.52   (feet)  ADJUSTED  
 FF0884  ___________________________________________________________________
 FF0884  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0884  DYNAMIC HT  -          77.208 (meters)     253.31  (feet)  COMP
 FF0884  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 FF0884
 FF0884  VERT ORDER  -  SECOND    CLASS 0
 FF0884
 FF0884.The horizontal coordinates were scaled from a topographic map and have
 FF0884.an estimated accuracy of +/- 6 seconds.
 FF0884
 FF0884.The orthometric height was determined by differential leveling
 FF0884.and adjusted by the National Geodetic Survey in June 1991..
 FF0884
 FF0884.The geoid height was determined by GEOID03.
 FF0884
 FF0884.The dynamic height is computed by dividing the NAVD 88
 FF0884.geopotential number by the normal gravity value computed on the
 FF0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0884.degrees latitude (g = 980.6199 gals.).
 FF0884
 FF0884.The modeled gravity was interpolated from observed gravity values.
 FF0884
 FF0884;                    North         East    Units  Estimated Accuracy
 FF0884;SPC AR N     -   168,150.      500,320.      MT  (+/- 180 meters Scaled)
 FF0884
 FF0884                          SUPERSEDED SURVEY CONTROL
 FF0884
 FF0884  NGVD 29 (??/??/??)   77.194  (m)          253.26   (f) ADJUSTED    2 0
 FF0884
 FF0884.Superseded values are not recommended for survey control.
 FF0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0884.See file dsdata.txt to determine how the superseded data were derived.
 FF0884
 FF0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV906686(NAD 83)
 FF0884_MARKER: DB = BENCH MARK DISK
 FF0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0884_SP_SET: CULVERT
 FF0884_STAMPING: U-75
 FF0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0884
 FF0884  HISTORY     - Date     Condition        Report By
 FF0884  HISTORY     - 1934     MONUMENTED       CGS
 FF0884  HISTORY     - 1938     GOOD             CGS
 FF0884  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF0884
 FF0884                          STATION DESCRIPTION
 FF0884
 FF0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0884'5.1 MI NE FROM CASH.
 FF0884'AT OLD WINESBURG SIDING, 156 FEET SOUTHEAST OF SOUTHEAST CORNER
 FF0884'OF OLD STORE BUILDING, 138 FEET WEST OF SOUTH CONCRETE HEADWALL
 FF0884'OF A HIGHWAY CULVERT, 39 FEET SOUTH OF HIGHWAY CENTER, 17 FEET
 FF0884'NORTH OF A LARGE TREE STUMP, IN RICE FIELD.
 FF0884
 FF0884                          STATION RECOVERY (1976)
 FF0884
 FF0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FF0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1443 ***********************************************************************
 DK1443  DESIGNATION -  U 77
 DK1443  PID         -  DK1443
 DK1443  STATE/COUNTY-  AR/DREW
 DK1443  USGS QUAD   -  RELFS BLUFF (1973)
 DK1443
 DK1443                         *CURRENT SURVEY CONTROL
 DK1443  ___________________________________________________________________
 DK1443* NAD 83(1986)-  33 47 29.     (N)    091 50 19.     (W)     SCALED    
 DK1443* NAVD 88     -        89.205  (meters)     292.67   (feet)  ADJUSTED  
 DK1443  ___________________________________________________________________
 DK1443  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DK1443  DYNAMIC HT  -          89.115 (meters)     292.37  (feet)  COMP
 DK1443  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 DK1443
 DK1443  VERT ORDER  -  SECOND    CLASS 0
 DK1443
 DK1443.The horizontal coordinates were scaled from a topographic map and have
 DK1443.an estimated accuracy of +/- 6 seconds.
 DK1443
 DK1443.The orthometric height was determined by differential leveling
 DK1443.and adjusted by the National Geodetic Survey in June 1991..
 DK1443
 DK1443.The geoid height was determined by GEOID03.
 DK1443
 DK1443.The dynamic height is computed by dividing the NAVD 88
 DK1443.geopotential number by the normal gravity value computed on the
 DK1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1443.degrees latitude (g = 980.6199 gals.).
 DK1443
 DK1443.The modeled gravity was interpolated from observed gravity values.
 DK1443
 DK1443;                    North         East    Units  Estimated Accuracy
 DK1443;SPC AR S     -   524,760.      414,950.      MT  (+/- 180 meters Scaled)
 DK1443
 DK1443                          SUPERSEDED SURVEY CONTROL
 DK1443
 DK1443  NGVD 29 (??/??/??)   89.301  (m)          292.98   (f) ADJUSTED    2 0
 DK1443
 DK1443.Superseded values are not recommended for survey control.
 DK1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1443.See file dsdata.txt to determine how the superseded data were derived.
 DK1443
 DK1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT075396(NAD 83)
 DK1443_MARKER: DB = BENCH MARK DISK
 DK1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1443_STAMPING: U-77 1935
 DK1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1443+STABILITY: SURFACE MOTION
 DK1443
 DK1443  HISTORY     - Date     Condition        Report By
 DK1443  HISTORY     - 1935     MONUMENTED       CGS
 DK1443  HISTORY     - 1943     MARK NOT FOUND   LOCSUR
 DK1443
 DK1443                          STATION DESCRIPTION
 DK1443
 DK1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1443'12.9 MI N FROM MONTICELLO.
 DK1443'12.9 MILES NORTH OF, ALONG ST.HWY.13, FROM COURTHOUSE ABOUT 105 FEET
 DK1443'NORTHEAST OF THE JUNCTION OF ST. HWY. 13 AND A GRADED ROAD LEADING
 DK1443'WEST.  75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MT. ZION
 DK1443'PRESBYTERIAN CHURCH.  42 FEET SOUTH OF THE CONCRETE POST THAT MARKS
 DK1443'THE LINCOLN-DREW COUNTY LINE.  36 FEET EAST OF CENTER OF STATE HIGHWAY
 DK1443'13.  15 FEET SOUTH OF A TALL WHITE OAK THAT IS 3 FT. IN DIAMETER AT
 DK1443'ITS BASE.  TABLET SET IN PRECAST CONCRETE POST.
 DK1443
 DK1443                          STATION RECOVERY (1943)
 DK1443
 DK1443'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 DK1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0776 ***********************************************************************
 EJ0776  DESIGNATION -  U 78
 EJ0776  PID         -  EJ0776
 EJ0776  STATE/COUNTY-  AR/SALINE
 EJ0776  USGS QUAD   -  HASKELL (1984)
 EJ0776
 EJ0776                         *CURRENT SURVEY CONTROL
 EJ0776  ___________________________________________________________________
 EJ0776* NAD 83(1986)-  34 32 18.     (N)    092 42 20.     (W)     SCALED    
 EJ0776* NAVD 88     -       124.302  (meters)     407.81   (feet)  ADJUSTED  
 EJ0776  ___________________________________________________________________
 EJ0776  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0776  DYNAMIC HT  -         124.184 (meters)     407.43  (feet)  COMP
 EJ0776  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 EJ0776
 EJ0776  VERT ORDER  -  SECOND    CLASS 0
 EJ0776
 EJ0776.The horizontal coordinates were scaled from a topographic map and have
 EJ0776.an estimated accuracy of +/- 6 seconds.
 EJ0776
 EJ0776.The orthometric height was determined by differential leveling
 EJ0776.and adjusted by the National Geodetic Survey in June 1991..
 EJ0776
 EJ0776.The geoid height was determined by GEOID03.
 EJ0776
 EJ0776.The dynamic height is computed by dividing the NAVD 88
 EJ0776.geopotential number by the normal gravity value computed on the
 EJ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0776.degrees latitude (g = 980.6199 gals.).
 EJ0776
 EJ0776.The modeled gravity was interpolated from observed gravity values.
 EJ0776
 EJ0776;                    North         East    Units  Estimated Accuracy
 EJ0776;SPC AR S     -   607,820.      335,240.      MT  (+/- 180 meters Scaled)
 EJ0776
 EJ0776                          SUPERSEDED SURVEY CONTROL
 EJ0776
 EJ0776  NGVD 29 (??/??/92)  124.322  (m)          407.88   (f) ADJ UNCH    2 0
 EJ0776
 EJ0776.Superseded values are not recommended for survey control.
 EJ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0776.See file dsdata.txt to determine how the superseded data were derived.
 EJ0776
 EJ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU270218(NAD 83)
 EJ0776_MARKER: DB = BENCH MARK DISK
 EJ0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0776_STAMPING: U-78 1935
 EJ0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0776+STABILITY: SURFACE MOTION
 EJ0776
 EJ0776  HISTORY     - Date     Condition        Report By
 EJ0776  HISTORY     - 1935     MONUMENTED       CGS
 EJ0776  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0776  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0776
 EJ0776                          STATION DESCRIPTION
 EJ0776
 EJ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0776'6.3 MI E FROM LONSDALE.
 EJ0776'6.3 MILES EAST OF, ALONG M.P.R.R.FROM STATION.  ABOUT .1 MILE WEST OF
 EJ0776'RAILROAD CROSSING.  ABOUT 300 FT. WEST OF TELEPHONE POLE MARKED
 EJ0776'376+10.  ABOUT 250 FT. SOUTHEAST OF FARM HOUSE.  59.9 FT. SOUTH OF
 EJ0776'CENTERLINE OF OLD BENTON TO HOT SPRINGS HWY.  47.3 FT. NORTH OF
 EJ0776'CENTERLINE OF MISSOURI PACIFIC R.R.  45 FT. WEST OF 18-INCH IN
 EJ0776'DIAMETER PINE TREE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0776
 EJ0776                          STATION RECOVERY (1974)
 EJ0776
 EJ0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0776'MARK NOT FOUND.
 EJ0776
 EJ0776                          STATION RECOVERY (1998)
 EJ0776
 EJ0776'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0768 ***********************************************************************
 EJ0768  DESIGNATION -  U 79
 EJ0768  PID         -  EJ0768
 EJ0768  STATE/COUNTY-  AR/SALINE
 EJ0768  USGS QUAD   -  BENTON (1984)
 EJ0768
 EJ0768                         *CURRENT SURVEY CONTROL
 EJ0768  ___________________________________________________________________
 EJ0768* NAD 83(1986)-  34 33 21.     (N)    092 33 21.     (W)     SCALED    
 EJ0768* NAVD 88     -       106.347  (meters)     348.91   (feet)  ADJUSTED  
 EJ0768  ___________________________________________________________________
 EJ0768  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EJ0768  DYNAMIC HT  -         106.248 (meters)     348.58  (feet)  COMP
 EJ0768  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 EJ0768
 EJ0768  VERT ORDER  -  SECOND    CLASS 0
 EJ0768
 EJ0768.The horizontal coordinates were scaled from a topographic map and have
 EJ0768.an estimated accuracy of +/- 6 seconds.
 EJ0768
 EJ0768.The orthometric height was determined by differential leveling
 EJ0768.and adjusted by the National Geodetic Survey in June 1991..
 EJ0768
 EJ0768.The geoid height was determined by GEOID03.
 EJ0768
 EJ0768.The dynamic height is computed by dividing the NAVD 88
 EJ0768.geopotential number by the normal gravity value computed on the
 EJ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0768.degrees latitude (g = 980.6199 gals.).
 EJ0768
 EJ0768.The modeled gravity was interpolated from observed gravity values.
 EJ0768
 EJ0768;                    North         East    Units  Estimated Accuracy
 EJ0768;SPC AR S     -   609,670.      348,990.      MT  (+/- 180 meters Scaled)
 EJ0768
 EJ0768                          SUPERSEDED SURVEY CONTROL
 EJ0768
 EJ0768  NGVD 29 (??/??/92)  106.377  (m)          349.01   (f) ADJ UNCH    2 0
 EJ0768
 EJ0768.Superseded values are not recommended for survey control.
 EJ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0768.See file dsdata.txt to determine how the superseded data were derived.
 EJ0768
 EJ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU407238(NAD 83)
 EJ0768_MARKER: DB = BENCH MARK DISK
 EJ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0768_STAMPING: U 79 1935
 EJ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0768+STABILITY: SURFACE MOTION
 EJ0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0768+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EJ0768
 EJ0768  HISTORY     - Date     Condition        Report By
 EJ0768  HISTORY     - 1935     MONUMENTED       CGS
 EJ0768  HISTORY     - 1973     GOOD             USGS
 EJ0768  HISTORY     - 1990     GOOD             USPSQD
 EJ0768  HISTORY     - 19980425 GOOD             USPSQD
 EJ0768  HISTORY     - 20030408 GOOD             INDIV
 EJ0768
 EJ0768                          STATION DESCRIPTION
 EJ0768
 EJ0768'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 EJ0768'1.7 MI SE FROM BENTON.
 EJ0768'1.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EJ0768'STATION AT BENTON, SALINE COUNTY, 49.2 FEET NORTH OF THE CENTER LINE
 EJ0768'OF THE TRACK, 41.0 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 183,
 EJ0768'107 FEET EAST OF THE CENTER LINE OF YUMA DRIVE, A STANDARD DISK,
 EJ0768'STAMPED U 79 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0768
 EJ0768                          STATION RECOVERY (1990)
 EJ0768
 EJ0768'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EJ0768'RECOVERED IN GOOD CONDITION.
 EJ0768
 EJ0768                          STATION RECOVERY (1998)
 EJ0768
 EJ0768'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0768'RECOVERED IN GOOD CONDITION.
 EJ0768
 EJ0768                          STATION RECOVERY (2003)
 EJ0768
 EJ0768'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 EJ0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1364 ***********************************************************************
 FF1364  DESIGNATION -  U 8
 FF1364  PID         -  FF1364
 FF1364  STATE/COUNTY-  AR/WHITE
 FF1364  USGS QUAD   -  BALD KNOB (1994)
 FF1364
 FF1364                         *CURRENT SURVEY CONTROL
 FF1364  ___________________________________________________________________
 FF1364* NAD 83(1986)-  35 21 57.     (N)    091 30 16.     (W)     SCALED    
 FF1364* NAVD 88     -        70.747  (meters)     232.11   (feet)  ADJUSTED  
 FF1364  ___________________________________________________________________
 FF1364  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1364  DYNAMIC HT  -          70.684 (meters)     231.90  (feet)  COMP
 FF1364  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 FF1364
 FF1364  VERT ORDER  -  FIRST     CLASS II
 FF1364
 FF1364.The horizontal coordinates were scaled from a topographic map and have
 FF1364.an estimated accuracy of +/- 6 seconds.
 FF1364
 FF1364.The orthometric height was determined by differential leveling
 FF1364.and adjusted by the National Geodetic Survey in June 1991..
 FF1364
 FF1364.The geoid height was determined by GEOID03.
 FF1364
 FF1364.The dynamic height is computed by dividing the NAVD 88
 FF1364.geopotential number by the normal gravity value computed on the
 FF1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1364.degrees latitude (g = 980.6199 gals.).
 FF1364
 FF1364.The modeled gravity was interpolated from observed gravity values.
 FF1364
 FF1364;                    North         East    Units  Estimated Accuracy
 FF1364;SPC AR N     -   114,660.      445,030.      MT  (+/- 180 meters Scaled)
 FF1364
 FF1364                          SUPERSEDED SURVEY CONTROL
 FF1364
 FF1364  NGVD 29 (??/??/??)   70.696  (m)          231.94   (f) ADJUSTED    1 2
 FF1364
 FF1364.Superseded values are not recommended for survey control.
 FF1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1364.See file dsdata.txt to determine how the superseded data were derived.
 FF1364
 FF1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV358146(NAD 83)
 FF1364_MARKER: DB = BENCH MARK DISK
 FF1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1364_STAMPING: 231.942 U 8 1931
 FF1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1364+STABILITY: SURFACE MOTION
 FF1364
 FF1364  HISTORY     - Date     Condition        Report By
 FF1364  HISTORY     - 1931     MONUMENTED       CGS
 FF1364  HISTORY     - 1934     GOOD             CGS
 FF1364  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1364
 FF1364                          STATION DESCRIPTION
 FF1364
 FF1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1364'0.2 MI NE FROM RUSSELL.
 FF1364'ABOUT 1/4 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF1364'FROM RUSSELL, WHITE COUNTY, OPPOSITE MILEPOST 283, AND 35 FEET
 FF1364'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRACK.  A STANDARD
 FF1364'DISK, STAMPED 231.942 U 8 1931 AND SET IN THE TOP OF A CONCRETE
 FF1364'POST.
 FF1364
 FF1364                          STATION RECOVERY (1934)
 FF1364
 FF1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1364'RECOVERED IN GOOD CONDITION.
 FF1364
 FF1364                          STATION RECOVERY (2003)
 FF1364
 FF1364'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0708 ***********************************************************************
 EJ0708  DESIGNATION -  U 80
 EJ0708  PID         -  EJ0708
 EJ0708  STATE/COUNTY-  AR/SALINE
 EJ0708  USGS QUAD   -  TRASKWOOD (1984)
 EJ0708
 EJ0708                         *CURRENT SURVEY CONTROL
 EJ0708  ___________________________________________________________________
 EJ0708* NAD 83(1986)-  34 28 38.     (N)    092 38 01.     (W)     SCALED    
 EJ0708* NAVD 88     -        84.552  (meters)     277.40   (feet)  ADJUSTED  
 EJ0708  ___________________________________________________________________
 EJ0708  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EJ0708  DYNAMIC HT  -          84.473 (meters)     277.14  (feet)  COMP
 EJ0708  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 EJ0708
 EJ0708  VERT ORDER  -  SECOND    CLASS 0
 EJ0708
 EJ0708.The horizontal coordinates were scaled from a topographic map and have
 EJ0708.an estimated accuracy of +/- 6 seconds.
 EJ0708
 EJ0708.The orthometric height was determined by differential leveling
 EJ0708.and adjusted by the National Geodetic Survey in June 1991..
 EJ0708
 EJ0708.The geoid height was determined by GEOID03.
 EJ0708
 EJ0708.The dynamic height is computed by dividing the NAVD 88
 EJ0708.geopotential number by the normal gravity value computed on the
 EJ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0708.degrees latitude (g = 980.6199 gals.).
 EJ0708
 EJ0708.The modeled gravity was interpolated from observed gravity values.
 EJ0708
 EJ0708;                    North         East    Units  Estimated Accuracy
 EJ0708;SPC AR S     -   601,000.      341,800.      MT  (+/- 180 meters Scaled)
 EJ0708
 EJ0708                          SUPERSEDED SURVEY CONTROL
 EJ0708
 EJ0708  NGVD 29 (??/??/92)   84.57   (m)          277.5    (f) COMPUTED    2 0
 EJ0708
 EJ0708.Superseded values are not recommended for survey control.
 EJ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0708.See file dsdata.txt to determine how the superseded data were derived.
 EJ0708
 EJ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU336151(NAD 83)
 EJ0708_MARKER: DB = BENCH MARK DISK
 EJ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0708_STAMPING: U 80 1935
 EJ0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0708+STABILITY: SURFACE MOTION
 EJ0708
 EJ0708  HISTORY     - Date     Condition        Report By
 EJ0708  HISTORY     - 1935     MONUMENTED       CGS
 EJ0708  HISTORY     - 1963     GOOD             USGS
 EJ0708
 EJ0708                          STATION DESCRIPTION
 EJ0708
 EJ0708'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EJ0708'1.7 MI S FROM HASKELL.
 EJ0708'1.7 MI SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RR FROM THE
 EJ0708'STATION AT HASKELL, SALINE COUNTY, 50 FT SW OF A COUNTY ROAD CROSSING,
 EJ0708'47.5 FT WEST OF CENTER LINE RR TRACK, 28 FT SOUTH CENTERLINE ROAD,
 EJ0708'10.5 FT NW OF A TELEPHONE POLE, A STANDARD DISK, STAMPED U - 80 1935
 EJ0708'AND SET IN TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0293 ***********************************************************************
 DL0293  DESIGNATION -  U 81
 DL0293  PID         -  DL0293
 DL0293  STATE/COUNTY-  AR/UNION
 DL0293  USGS QUAD   -  CALION (1978)
 DL0293
 DL0293                         *CURRENT SURVEY CONTROL
 DL0293  ___________________________________________________________________
 DL0293* NAD 83(1986)-  33 19 45.     (N)    092 32 36.     (W)     SCALED    
 DL0293* NAVD 88     -        28.606  (meters)      93.85   (feet)  ADJUSTED  
 DL0293  ___________________________________________________________________
 DL0293  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0293  DYNAMIC HT  -          28.575 (meters)      93.75  (feet)  COMP
 DL0293  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 DL0293
 DL0293  VERT ORDER  -  FIRST     CLASS II
 DL0293
 DL0293.The horizontal coordinates were scaled from a topographic map and have
 DL0293.an estimated accuracy of +/- 6 seconds.
 DL0293
 DL0293.The orthometric height was determined by differential leveling
 DL0293.and adjusted by the National Geodetic Survey in June 1991..
 DL0293
 DL0293.The geoid height was determined by GEOID03.
 DL0293
 DL0293.The dynamic height is computed by dividing the NAVD 88
 DL0293.geopotential number by the normal gravity value computed on the
 DL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0293.degrees latitude (g = 980.6199 gals.).
 DL0293
 DL0293.The modeled gravity was interpolated from observed gravity values.
 DL0293
 DL0293;                    North         East    Units  Estimated Accuracy
 DL0293;SPC AR S     -   473,620.      349,410.      MT  (+/- 180 meters Scaled)
 DL0293
 DL0293                          SUPERSEDED SURVEY CONTROL
 DL0293
 DL0293  NGVD 29 (??/??/92)   28.645  (m)           93.98   (f) ADJ UNCH    1 2
 DL0293
 DL0293.Superseded values are not recommended for survey control.
 DL0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0293.See file dsdata.txt to determine how the superseded data were derived.
 DL0293
 DL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS425878(NAD 83)
 DL0293_MARKER: DB = BENCH MARK DISK
 DL0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0293_STAMPING: U 81 1935
 DL0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0293+STABILITY: SURFACE MOTION
 DL0293
 DL0293  HISTORY     - Date     Condition        Report By
 DL0293  HISTORY     - 1935     MONUMENTED       CGS
 DL0293  HISTORY     - 1960     GOOD             NGS
 DL0293  HISTORY     - 1964     GOOD             NGS
 DL0293
 DL0293                          STATION DESCRIPTION
 DL0293
 DL0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0293'IN CALION.
 DL0293'AT CALION, ABOUT 0.05 MILE WEST ALONG A PAVED STREET FROM THE POST
 DL0293'OFFICE, 229 FEET SOUTHWEST AND ACROSS A PAVED ROAD FROM THE WEST
 DL0293'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, NEAR
 DL0293'THE SECTION LINE OF SECTIONS 15 AND 16, T 16 S, R 14 W, 118 FEET WEST-
 DL0293'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A PAVED
 DL0293'ROAD, 69 FEET SOUTHWEST OF THE CENTER LINE OF THE PAVED ROAD, 33 1/2
 DL0293'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK OF THE
 DL0293'RAILROAD, 40 FEET SOUTHWEST OF A TELEPHONE POLE, 4 FEET SOUTHEAST OF A
 DL0293'ROW OF POLES, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 6 FEET
 DL0293'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 DL0293'PROJECTING 4 INCHES.
 DL0293
 DL0293                          STATION RECOVERY (1964)
 DL0293
 DL0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1406 ***********************************************************************
 DK1406  DESIGNATION -  U 82
 DK1406  PID         -  DK1406
 DK1406  STATE/COUNTY-  AR/DESHA
 DK1406  USGS QUAD   -  GOULD (1964)
 DK1406
 DK1406                         *CURRENT SURVEY CONTROL
 DK1406  ___________________________________________________________________
 DK1406* NAD 83(1986)-  33 56 14.     (N)    091 31 23.     (W)     SCALED    
 DK1406* NAVD 88     -        48.778  (meters)     160.03   (feet)  POSTED    
 DK1406  ___________________________________________________________________
 DK1406  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK1406  DYNAMIC HT  -          48.730 (meters)     159.88  (feet)  COMP
 DK1406  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 DK1406
 DK1406  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DK1406
 DK1406.The horizontal coordinates were scaled from a topographic map and have
 DK1406.an estimated accuracy of +/- 6 seconds.
 DK1406
 DK1406.The orthometric height was determined by differential leveling
 DK1406.and adjusted by the National Geodetic Survey in 1992..
 DK1406.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DK1406.rate of 1.1 thru 2.0 mm/km.
 DK1406
 DK1406.The geoid height was determined by GEOID03.
 DK1406
 DK1406.The dynamic height is computed by dividing the NAVD 88
 DK1406.geopotential number by the normal gravity value computed on the
 DK1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1406.degrees latitude (g = 980.6199 gals.).
 DK1406
 DK1406.The modeled gravity was interpolated from observed gravity values.
 DK1406
 DK1406;                    North         East    Units  Estimated Accuracy
 DK1406;SPC AR S     -   541,020.      444,090.      MT  (+/- 180 meters Scaled)
 DK1406
 DK1406                          SUPERSEDED SURVEY CONTROL
 DK1406
 DK1406  NGVD 29 (??/??/??)   48.865  (m)          160.32   (f) ADJUSTED    2 0
 DK1406
 DK1406.Superseded values are not recommended for survey control.
 DK1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1406.See file dsdata.txt to determine how the superseded data were derived.
 DK1406
 DK1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT364561(NAD 83)
 DK1406_MARKER: DB = BENCH MARK DISK
 DK1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1406_STAMPING: U 82 1935
 DK1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1406+STABILITY: SURFACE MOTION
 DK1406
 DK1406  HISTORY     - Date     Condition        Report By
 DK1406  HISTORY     - 1935     MONUMENTED       CGS
 DK1406  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK1406  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK1406
 DK1406                          STATION DESCRIPTION
 DK1406
 DK1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK1406'3.8 MI NW FROM DUMAS.
 DK1406'3.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK1406'STATION AT DUMAS, DESHA COUNTY, 0.7 MILE NORTHWEST OF THE REEDVILLE
 DK1406'FLAG STATION, ABOUT 750 FEET NORTHWEST OF THE CROSSING OF OLD U.S.
 DK1406'HIGHWAY 65, ABOUT 530 FEET SOUTHEAST OF MILEPOST 424, 45 FEET
 DK1406'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTHWEST OF A
 DK1406'POLE.  A STANDARD DISK, STAMPED U 82 1935 AND SET IN THE TOP OF A
 DK1406'CONCRETE POST.
 DK1406
 DK1406                          STATION RECOVERY (1984)
 DK1406
 DK1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK1406'SEARCHED FOR AND NOT RECOVERED THIS DATE.  A BROKEN POST WAS FOUND ON
 DK1406'TOP OF GROUND.  DISK NOT RECOVERED.  NOTE, NOT RECOVERED IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0069 ***********************************************************************
 DL0069  DESIGNATION -  U 83
 DL0069  PID         -  DL0069
 DL0069  STATE/COUNTY-  AR/BRADLEY
 DL0069  USGS QUAD   -  WARREN (1985)
 DL0069
 DL0069                         *CURRENT SURVEY CONTROL
 DL0069  ___________________________________________________________________
 DL0069* NAD 83(1986)-  33 36 57.     (N)    092 05 33.     (W)     SCALED    
 DL0069* NAVD 88     -        73.859  (meters)     242.32   (feet)  ADJUSTED  
 DL0069  ___________________________________________________________________
 DL0069  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DL0069  DYNAMIC HT  -          73.783 (meters)     242.07  (feet)  COMP
 DL0069  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 DL0069
 DL0069  VERT ORDER  -  SECOND    CLASS 0
 DL0069
 DL0069.The horizontal coordinates were scaled from a topographic map and have
 DL0069.an estimated accuracy of +/- 6 seconds.
 DL0069
 DL0069.The orthometric height was determined by differential leveling
 DL0069.and adjusted by the National Geodetic Survey in June 1991..
 DL0069
 DL0069.The geoid height was determined by GEOID03.
 DL0069
 DL0069.The dynamic height is computed by dividing the NAVD 88
 DL0069.geopotential number by the normal gravity value computed on the
 DL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0069.degrees latitude (g = 980.6199 gals.).
 DL0069
 DL0069.The modeled gravity was interpolated from observed gravity values.
 DL0069
 DL0069;                    North         East    Units  Estimated Accuracy
 DL0069;SPC AR S     -   505,280.      391,420.      MT  (+/- 180 meters Scaled)
 DL0069
 DL0069                          SUPERSEDED SURVEY CONTROL
 DL0069
 DL0069  NGVD 29 (??/??/92)   73.94   (m)          242.6    (f) COMPUTED    2 0
 DL0069
 DL0069.Superseded values are not recommended for survey control.
 DL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0069.See file dsdata.txt to determine how the superseded data were derived.
 DL0069
 DL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT841199(NAD 83)
 DL0069_MARKER: DB = BENCH MARK DISK
 DL0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0069_STAMPING: U 83 1935
 DL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0069+STABILITY: SURFACE MOTION
 DL0069
 DL0069  HISTORY     - Date     Condition        Report By
 DL0069  HISTORY     - 1935     MONUMENTED       CGS
 DL0069  HISTORY     - 1976     GOOD             LOCENG
 DL0069  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 DL0069
 DL0069                          STATION DESCRIPTION
 DL0069
 DL0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0069'1.5 MI W FROM WARREN.
 DL0069'1.5 MILES WEST ALONG THE WARREN AND OUACHITA VALLEY RAILWAY FROM THE
 DL0069'STATION AT WARREN, BRADLEY COUNTY, 143 YARDS WEST OF A SWITCH STAND,
 DL0069'75 FEET EAST OF THE WEST END OF A CUT THROUGH A HILL, 27.6 FEET SOUTH
 DL0069'OF THE CENTERLINE OF THE TRACK, AND 3.8 FEET NORTH OF POLE 2176.  A
 DL0069'STANDARD DISK, STAMPED U 83 1935 AND SET IN THE TOP OF A CONCRETE
 DL0069'POST.
 DL0069
 DL0069                          STATION RECOVERY (1976)
 DL0069
 DL0069'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 DL0069'RECOVERED IN GOOD CONDITION.
 DL0069
 DL0069                          STATION RECOVERY (2006)
 DL0069
 DL0069'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DL0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0376 ***********************************************************************
 EJ0376  DESIGNATION -  U 84
 EJ0376  PID         -  EJ0376
 EJ0376  STATE/COUNTY-  AR/PULASKI
 EJ0376  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0376
 EJ0376                         *CURRENT SURVEY CONTROL
 EJ0376  ___________________________________________________________________
 EJ0376* NAD 83(1986)-  34 39 32.     (N)    092 17 14.     (W)     SCALED    
 EJ0376* NAVD 88     -        93.011  (meters)     305.15   (feet)  ADJUSTED  
 EJ0376  ___________________________________________________________________
 EJ0376  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EJ0376  DYNAMIC HT  -          92.924 (meters)     304.87  (feet)  COMP
 EJ0376  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 EJ0376
 EJ0376  VERT ORDER  -  SECOND    CLASS 0
 EJ0376
 EJ0376.The horizontal coordinates were scaled from a topographic map and have
 EJ0376.an estimated accuracy of +/- 6 seconds.
 EJ0376
 EJ0376.The orthometric height was determined by differential leveling
 EJ0376.and adjusted by the National Geodetic Survey in June 1991..
 EJ0376
 EJ0376.The geoid height was determined by GEOID03.
 EJ0376
 EJ0376.The dynamic height is computed by dividing the NAVD 88
 EJ0376.geopotential number by the normal gravity value computed on the
 EJ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0376.degrees latitude (g = 980.6199 gals.).
 EJ0376
 EJ0376.The modeled gravity was interpolated from observed gravity values.
 EJ0376
 EJ0376;                    North         East    Units  Estimated Accuracy
 EJ0376;SPC AR S     -   621,010.      373,670.      MT  (+/- 180 meters Scaled)
 EJ0376
 EJ0376                          SUPERSEDED SURVEY CONTROL
 EJ0376
 EJ0376  NGVD 29 (??/??/92)   93.063  (m)          305.32   (f) ADJ UNCH    2 0
 EJ0376
 EJ0376.Superseded values are not recommended for survey control.
 EJ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0376.See file dsdata.txt to determine how the superseded data were derived.
 EJ0376
 EJ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU653354(NAD 83)
 EJ0376_MARKER: DB = BENCH MARK DISK
 EJ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0376_STAMPING: U 84 1935
 EJ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0376+STABILITY: SURFACE MOTION
 EJ0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0376+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 EJ0376
 EJ0376  HISTORY     - Date     Condition        Report By
 EJ0376  HISTORY     - 1935     MONUMENTED       CGS
 EJ0376  HISTORY     - 1984     GOOD             NGS
 EJ0376  HISTORY     - 1987     GOOD             USPSQD
 EJ0376  HISTORY     - 1988     GOOD             USPSQD
 EJ0376  HISTORY     - 1989     GOOD             USPSQD
 EJ0376  HISTORY     - 1990     GOOD             USPSQD
 EJ0376  HISTORY     - 20050324 GOOD             INDIV
 EJ0376
 EJ0376                          STATION DESCRIPTION
 EJ0376
 EJ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0376'4.4 MI SW FROM SWEET HOME.
 EJ0376'4.4 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 EJ0376'RAILROAD STATION AT SWEET HOME, PULASKI COUNTY, 1.1 MILES NORTHEAST OF
 EJ0376'THE JUNCTION OF U.S. HIGHWAY 167, 200 FEET NORTH OF THE NORTHEAST
 EJ0376'CORNER OF THE GRANITE MOUNTAIN HOSPITAL, 190 FEET SOUTHEAST OF THE
 EJ0376'SOUTHEAST CORNER OF THE PRIMROSE METHODIST CHURCH, 60 FEET NORTH OF
 EJ0376'THE CENTERLINE OF THE ROAD, AND 8.4 FEET WEST OF THE SOUTHEAST CORNER
 EJ0376'OF AN IRON FENCE AROUND THE CHURCH.  A STANDARD DISK, STAMPED U 84
 EJ0376'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0376
 EJ0376                          STATION RECOVERY (1984)
 EJ0376
 EJ0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0376'RECOVERED IN GOOD CONDITION.
 EJ0376
 EJ0376                          STATION RECOVERY (1987)
 EJ0376
 EJ0376'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EJ0376'RECOVERED IN GOOD CONDITION.
 EJ0376
 EJ0376                          STATION RECOVERY (1988)
 EJ0376
 EJ0376'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EJ0376'RECOVERED IN GOOD CONDITION.
 EJ0376
 EJ0376                          STATION RECOVERY (1989)
 EJ0376
 EJ0376'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0376'RECOVERED IN GOOD CONDITION.
 EJ0376
 EJ0376                          STATION RECOVERY (1990)
 EJ0376
 EJ0376'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0376'RECOVERED IN GOOD CONDITION.
 EJ0376
 EJ0376                          STATION RECOVERY (2005)
 EJ0376
 EJ0376'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BCS)
 EJ0376'RECOVERED IN GOOD CONDITION.
 EJ0376'NEW STATION DESCRIPTION IS AS FOLLOWS
 EJ0376'8.6 MILES SOUTH OF LITTLE ROCK.
 EJ0376'8.6 MILES SOUTH ALONG STATE HWY 367 FROM ROOSEVELT ROAD IN LITTLE ROCK
 EJ0376' 
 EJ0376'1.1 MILES NORTHEAST OF THE JCT OF STATE HWY 367, 200 FEET NORTH OF THE
 EJ0376'NORTHEAST CORNER OF SOUTHWEST NURSING HOME, 190 FEET SOUTHEAST OF THE
 EJ0376'SOUTHEAST CORNER OF THE PRIMROSE METHODIST CHURCH, 60 FEET NORTH OF
 EJ0376'THE CENTERLINE OF STATE HWY 338 (DIXON RD), AND 8.4 FEET WEST OF THE
 EJ0376'SOUTHEAST CORNER OF AN OLD IRON FENCE ROW.  A STANDARD DISK, STAMPED U
 EJ0376'84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0926 ***********************************************************************
 FG0926  DESIGNATION -  U 85
 FG0926  PID         -  FG0926
 FG0926  STATE/COUNTY-  AR/POPE
 FG0926  USGS QUAD   -  TREAT (1980)
 FG0926
 FG0926                         *CURRENT SURVEY CONTROL
 FG0926  ___________________________________________________________________
 FG0926* NAD 83(1986)-  35 32 49.     (N)    093 11 27.     (W)     SCALED    
 FG0926* NAVD 88     -       332.787  (meters)    1091.82   (feet)  ADJUSTED  
 FG0926  ___________________________________________________________________
 FG0926  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FG0926  DYNAMIC HT  -         332.463 (meters)    1090.76  (feet)  COMP
 FG0926  MODELED GRAV-     979,649.9   (mgal)                       NAVD 88
 FG0926
 FG0926  VERT ORDER  -  SECOND    CLASS 0
 FG0926
 FG0926.The horizontal coordinates were scaled from a topographic map and have
 FG0926.an estimated accuracy of +/- 6 seconds.
 FG0926
 FG0926.The orthometric height was determined by differential leveling
 FG0926.and adjusted by the National Geodetic Survey in June 1991..
 FG0926
 FG0926.The geoid height was determined by GEOID03.
 FG0926
 FG0926.The dynamic height is computed by dividing the NAVD 88
 FG0926.geopotential number by the normal gravity value computed on the
 FG0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0926.degrees latitude (g = 980.6199 gals.).
 FG0926
 FG0926.The modeled gravity was interpolated from observed gravity values.
 FG0926
 FG0926;                    North         East    Units  Estimated Accuracy
 FG0926;SPC AR N     -   135,290.      292,030.      MT  (+/- 180 meters Scaled)
 FG0926
 FG0926                          SUPERSEDED SURVEY CONTROL
 FG0926
 FG0926  NGVD 29 (??/??/92)  332.731  (m)         1091.63   (f) ADJ UNCH    2 0
 FG0926
 FG0926.Superseded values are not recommended for survey control.
 FG0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0926.See file dsdata.txt to determine how the superseded data were derived.
 FG0926
 FG0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV827337(NAD 83)
 FG0926_MARKER: DB = BENCH MARK DISK
 FG0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0926_STAMPING: U-85 1935
 FG0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0926+STABILITY: SURFACE MOTION
 FG0926
 FG0926  HISTORY     - Date     Condition        Report By
 FG0926  HISTORY     - 1935     MONUMENTED       CGS
 FG0926
 FG0926                          STATION DESCRIPTION
 FG0926
 FG0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0926'2.6 MI N FROM HOWARD SCHOOL.
 FG0926'2.6 MILES NORTH OF, FROM HOWARD SCHOOL, ALONG PILOT MT. ROAD.  ABOUT
 FG0926'1.6 MILES NORTH OF SOUTH OZARK NATIONAL FOREST BOUNDRY.  ABOUT .3 MILE
 FG0926'SOUTH OF HORSE SHOE TURN ON SOUTH SLOPE OF LONG STEEP HILL. 27 FEET
 FG0926'WEST OF CENTERLINE OF PILOT MT. ROAD.  9.2 FEET SOUTHEAST OF TOPPED
 FG0926'OAK TREE 2.3 FT. IN DIAMETER AT BASE, BLAZED AND PAINTED B.M. TABLET
 FG0926'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0187 ***********************************************************************
 FF0187  DESIGNATION -  U 86
 FF0187  PID         -  FF0187
 FF0187  STATE/COUNTY-  AR/CRITTENDEN
 FF0187  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0187
 FF0187                         *CURRENT SURVEY CONTROL
 FF0187  ___________________________________________________________________
 FF0187* NAD 83(1986)-  35 09 18.     (N)    090 07 37.     (W)     SCALED    
 FF0187* NAVD 88     -        67.350  (meters)     220.96   (feet)  POSTED    
 FF0187  ___________________________________________________________________
 FF0187  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF0187  DYNAMIC HT  -          67.290 (meters)     220.77  (feet)  COMP
 FF0187  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 FF0187
 FF0187  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0187
 FF0187.The horizontal coordinates were scaled from a topographic map and have
 FF0187.an estimated accuracy of +/- 6 seconds.
 FF0187
 FF0187.The orthometric height was determined by differential leveling
 FF0187.and adjusted by the National Geodetic Survey in 1992..
 FF0187.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0187.rate of 1.1 thru 2.0 mm/km.
 FF0187
 FF0187.The geoid height was determined by GEOID03.
 FF0187
 FF0187.The dynamic height is computed by dividing the NAVD 88
 FF0187.geopotential number by the normal gravity value computed on the
 FF0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0187.degrees latitude (g = 980.6199 gals.).
 FF0187
 FF0187.The modeled gravity was interpolated from observed gravity values.
 FF0187
 FF0187;                    North         East    Units  Estimated Accuracy
 FF0187;SPC AR N     -    92,780.      570,650.      MT  (+/- 180 meters Scaled)
 FF0187
 FF0187                          SUPERSEDED SURVEY CONTROL
 FF0187
 FF0187  NGVD 29 (??/??/??)   67.364  (m)          221.01   (f) ADJUSTED    2 0
 FF0187
 FF0187.Superseded values are not recommended for survey control.
 FF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0187.See file dsdata.txt to determine how the superseded data were derived.
 FF0187
 FF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU617940(NAD 83)
 FF0187_MARKER: DB = BENCH MARK DISK
 FF0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0187_STAMPING: U 86 1935
 FF0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0187+STABILITY: SURFACE MOTION
 FF0187
 FF0187  HISTORY     - Date     Condition        Report By
 FF0187  HISTORY     - 1935     MONUMENTED       CGS
 FF0187  HISTORY     - 20030130 MARK NOT FOUND   USACE
 FF0187
 FF0187                          STATION DESCRIPTION
 FF0187
 FF0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0187'1.5 MI W FROM BRIARK.
 FF0187'1.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0187'STATION AT BRIARK, CRITTENDEN COUNTY, 100 FEET SOUTHEAST OF THE
 FF0187'TWENTY-THIRD POLE EAST OF MILEPOST 373, MIDWAY BETWEEN THE
 FF0187'TWENTY-THIRD AND THE TWENTY-FOURTH POLES EAST OF MILEPOST 373, 23
 FF0187'FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 17.2 FEET SOUTH
 FF0187'OF THE CENTERLINE OF THE TRACK, AND 3.5 FEET LOWER THAN THE TOP
 FF0187'OF THE RAIL.  A STANDARD DISK, STAMPED U 86 1935 AND SET IN THE
 FF0187'TOP OF A CONCRETE POST.
 FF0187
 FF0187                          STATION RECOVERY (2003)
 FF0187
 FF0187'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0242 ***********************************************************************
 EK0242  DESIGNATION -  U 87
 EK0242  PID         -  EK0242
 EK0242  STATE/COUNTY-  AR/SEVIER
 EK0242  USGS QUAD   -  GILLHAM DAM (1964)
 EK0242
 EK0242                         *CURRENT SURVEY CONTROL
 EK0242  ___________________________________________________________________
 EK0242* NAD 83(1986)-  34 08 31.     (N)    094 12 36.     (W)     SCALED    
 EK0242* NAVD 88     -       192.893  (meters)     632.85   (feet)  ADJUSTED  
 EK0242  ___________________________________________________________________
 EK0242  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 EK0242  DYNAMIC HT  -         192.697 (meters)     632.21  (feet)  COMP
 EK0242  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 EK0242
 EK0242  VERT ORDER  -  SECOND    CLASS 0
 EK0242
 EK0242.The horizontal coordinates were scaled from a topographic map and have
 EK0242.an estimated accuracy of +/- 6 seconds.
 EK0242
 EK0242.The orthometric height was determined by differential leveling
 EK0242.and adjusted by the National Geodetic Survey in June 1991..
 EK0242
 EK0242.The geoid height was determined by GEOID03.
 EK0242
 EK0242.The dynamic height is computed by dividing the NAVD 88
 EK0242.geopotential number by the normal gravity value computed on the
 EK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0242.degrees latitude (g = 980.6199 gals.).
 EK0242
 EK0242.The modeled gravity was interpolated from observed gravity values.
 EK0242
 EK0242;                    North         East    Units  Estimated Accuracy
 EK0242;SPC AR S     -   565,830.      196,200.      MT  (+/- 180 meters Scaled)
 EK0242
 EK0242                          SUPERSEDED SURVEY CONTROL
 EK0242
 EK0242  NGVD 29 (??/??/92)  192.871  (m)          632.78   (f) ADJ UNCH    2 0
 EK0242
 EK0242.Superseded values are not recommended for survey control.
 EK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0242.See file dsdata.txt to determine how the superseded data were derived.
 EK0242
 EK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT884785(NAD 83)
 EK0242_MARKER: DB = BENCH MARK DISK
 EK0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0242_STAMPING: U-87 1935
 EK0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0242+STABILITY: SURFACE MOTION
 EK0242
 EK0242  HISTORY     - Date     Condition        Report By
 EK0242  HISTORY     - 1935     MONUMENTED       CGS
 EK0242  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0242
 EK0242                          STATION DESCRIPTION
 EK0242
 EK0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0242'7.2 MI SE FROM GILLHAM.
 EK0242'7.2 MILES SOUTHEAST OF, ALONG GILLHAM ROAD, FROM KANS. CITY SO.
 EK0242'RY. STATION, ABOUT 170 FEET SOUTHWEST OF ALBERT RUTHS MAILBOX,
 EK0242'AT CURVE IN ROAD, 32.5 FEET WEST OF ROAD CENTERLINE, 29.5 FEET
 EK0242'SOUTHWEST OF JUNCTION OF CENTERLINE OF ROAD TO FARMYARD, 1 FT.
 EK0242'EAST TO PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0242
 EK0242                          STATION RECOVERY (1962)
 EK0242
 EK0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1415 ***********************************************************************
 EJ1415  DESIGNATION -  U 88
 EJ1415  PID         -  EJ1415
 EJ1415  STATE/COUNTY-  AR/PIKE
 EJ1415  USGS QUAD   -  LANGLEY (1980)
 EJ1415
 EJ1415                         *CURRENT SURVEY CONTROL
 EJ1415  ___________________________________________________________________
 EJ1415* NAD 83(1986)-  34 18 39.     (N)    093 48 41.     (W)     SCALED    
 EJ1415* NAVD 88     -       255.305  (meters)     837.61   (feet)  ADJUSTED  
 EJ1415  ___________________________________________________________________
 EJ1415  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EJ1415  DYNAMIC HT  -         255.042 (meters)     836.75  (feet)  COMP
 EJ1415  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 EJ1415
 EJ1415  VERT ORDER  -  SECOND    CLASS 0
 EJ1415
 EJ1415.The horizontal coordinates were scaled from a topographic map and have
 EJ1415.an estimated accuracy of +/- 6 seconds.
 EJ1415
 EJ1415.The orthometric height was determined by differential leveling
 EJ1415.and adjusted by the National Geodetic Survey in June 1991..
 EJ1415
 EJ1415.The geoid height was determined by GEOID03.
 EJ1415
 EJ1415.The dynamic height is computed by dividing the NAVD 88
 EJ1415.geopotential number by the normal gravity value computed on the
 EJ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1415.degrees latitude (g = 980.6199 gals.).
 EJ1415
 EJ1415.The modeled gravity was interpolated from observed gravity values.
 EJ1415
 EJ1415;                    North         East    Units  Estimated Accuracy
 EJ1415;SPC AR S     -   583,830.      233,290.      MT  (+/- 180 meters Scaled)
 EJ1415
 EJ1415                          SUPERSEDED SURVEY CONTROL
 EJ1415
 EJ1415  NGVD 29 (??/??/92)  255.262  (m)          837.47   (f) ADJ UNCH    2 0
 EJ1415
 EJ1415.Superseded values are not recommended for survey control.
 EJ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1415.See file dsdata.txt to determine how the superseded data were derived.
 EJ1415
 EJ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT253969(NAD 83)
 EJ1415_MARKER: DB = BENCH MARK DISK
 EJ1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1415_STAMPING: U 88 1935
 EJ1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1415+STABILITY: SURFACE MOTION
 EJ1415
 EJ1415  HISTORY     - Date     Condition        Report By
 EJ1415  HISTORY     - 1935     MONUMENTED       CGS
 EJ1415  HISTORY     - 1966     GOOD             NGS
 EJ1415
 EJ1415                          STATION DESCRIPTION
 EJ1415
 EJ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EJ1415'1.8 MI E FROM LANGLEY.
 EJ1415'LOCATED 1.8 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SCHOOL IN
 EJ1415'LANGLEY, ON PROPERTY OWNED BY MR. J.C. DUNSON, ON THE EAST SLOPE OF A
 EJ1415'HILL, 87 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH OF A
 EJ1415'WHITE HOUSE, 41 FEET EAST OF AN 18-INCH HICKORY TREE, 40 FEET NORTH OF
 EJ1415'THE CENTERLINE OF U.S. HIGHWAY 84, 30.5 FEET WEST-NORTHWEST OF A
 EJ1415'24-INCH OAK TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD
 EJ1415'DISK, STAMPED U 88 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 EJ1415'6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0271 ***********************************************************************
 EK0271  DESIGNATION -  U 89
 EK0271  PID         -  EK0271
 EK0271  STATE/COUNTY-  AR/HOWARD
 EK0271  USGS QUAD   -  DIERKS DAM (1966)
 EK0271
 EK0271                         *CURRENT SURVEY CONTROL
 EK0271  ___________________________________________________________________
 EK0271* NAD 83(1986)-  34 10 53.     (N)    094 01 23.     (W)     SCALED    
 EK0271* NAVD 88     -       181.775  (meters)     596.37   (feet)  ADJUSTED  
 EK0271  ___________________________________________________________________
 EK0271  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EK0271  DYNAMIC HT  -         181.588 (meters)     595.76  (feet)  COMP
 EK0271  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 EK0271
 EK0271  VERT ORDER  -  SECOND    CLASS 0
 EK0271
 EK0271.The horizontal coordinates were scaled from a topographic map and have
 EK0271.an estimated accuracy of +/- 6 seconds.
 EK0271
 EK0271.The orthometric height was determined by differential leveling
 EK0271.and adjusted by the National Geodetic Survey in June 1991..
 EK0271
 EK0271.The geoid height was determined by GEOID03.
 EK0271
 EK0271.The dynamic height is computed by dividing the NAVD 88
 EK0271.geopotential number by the normal gravity value computed on the
 EK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0271.degrees latitude (g = 980.6199 gals.).
 EK0271
 EK0271.The modeled gravity was interpolated from observed gravity values.
 EK0271
 EK0271;                    North         East    Units  Estimated Accuracy
 EK0271;SPC AR S     -   569,840.      213,530.      MT  (+/- 180 meters Scaled)
 EK0271
 EK0271                          SUPERSEDED SURVEY CONTROL
 EK0271
 EK0271  NGVD 29 (??/??/92)  181.732  (m)          596.23   (f) ADJ UNCH    2 0
 EK0271
 EK0271.Superseded values are not recommended for survey control.
 EK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0271.See file dsdata.txt to determine how the superseded data were derived.
 EK0271
 EK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT057827(NAD 83)
 EK0271_MARKER: DB = BENCH MARK DISK
 EK0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0271_STAMPING: U-89 1935
 EK0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0271+STABILITY: SURFACE MOTION
 EK0271
 EK0271  HISTORY     - Date     Condition        Report By
 EK0271  HISTORY     - 1935     MONUMENTED       CGS
 EK0271  HISTORY     - 1942     GOOD             NGS
 EK0271
 EK0271                          STATION DESCRIPTION
 EK0271
 EK0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0271'7.2 MI NE FROM DIERKS.
 EK0271'7.2 MILES NORTHEAST OF, ALONG THE BURG ROAD, FROM DIERKS HIGH
 EK0271'SCHOOL.  ABOUT .2 MILE NORTHWEST OF JUNCTION OF CANADY ROAD,
 EK0271'AT FLOWERS SPRING, 96 FEET SOUTH OF SOUTH END OF HIGHWAY BRIDGE
 EK0271'OVER SOUTH FORK OF CAMP CREEK, 58 FEET NORTHWEST OF CENTERLINE
 EK0271'OF ABANDONED RAILROAD BED, 35.5 FEET SOUTHWEST OF ROAD CENTERLINE.
 EK0271'TABLET SET IN PRECAST CONCRETE POST.
 EK0271
 EK0271                          STATION RECOVERY (1942)
 EK0271
 EK0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 EK0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1441 ***********************************************************************
 FF1441  DESIGNATION -  U 9
 FF1441  PID         -  FF1441
 FF1441  STATE/COUNTY-  AR/WHITE
 FF1441  USGS QUAD   -  KENSETT (1994)
 FF1441
 FF1441                         *CURRENT SURVEY CONTROL
 FF1441  ___________________________________________________________________
 FF1441* NAD 83(1986)-  35 10 25.     (N)    091 44 36.     (W)     SCALED    
 FF1441* NAVD 88     -        67.339  (meters)     220.93   (feet)  ADJUSTED  
 FF1441  ___________________________________________________________________
 FF1441  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1441  DYNAMIC HT  -          67.278 (meters)     220.73  (feet)  COMP
 FF1441  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF1441
 FF1441  VERT ORDER  -  FIRST     CLASS II
 FF1441
 FF1441.The horizontal coordinates were scaled from a topographic map and have
 FF1441.an estimated accuracy of +/- 6 seconds.
 FF1441
 FF1441.The orthometric height was determined by differential leveling
 FF1441.and adjusted by the National Geodetic Survey in June 1991..
 FF1441
 FF1441.The geoid height was determined by GEOID03.
 FF1441
 FF1441.The dynamic height is computed by dividing the NAVD 88
 FF1441.geopotential number by the normal gravity value computed on the
 FF1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1441.degrees latitude (g = 980.6199 gals.).
 FF1441
 FF1441.The modeled gravity was interpolated from observed gravity values.
 FF1441
 FF1441;                    North         East    Units  Estimated Accuracy
 FF1441;SPC AR N     -    93,250.      423,380.      MT  (+/- 180 meters Scaled)
 FF1441
 FF1441                          SUPERSEDED SURVEY CONTROL
 FF1441
 FF1441  NGVD 29 (??/??/??)   67.306  (m)          220.82   (f) ADJUSTED    1 2
 FF1441
 FF1441.Superseded values are not recommended for survey control.
 FF1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1441.See file dsdata.txt to determine how the superseded data were derived.
 FF1441
 FF1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU144930(NAD 83)
 FF1441_MARKER: DB = BENCH MARK DISK
 FF1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1441_STAMPING: U 9 1931 220.820
 FF1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1441+STABILITY: SURFACE MOTION
 FF1441
 FF1441  HISTORY     - Date     Condition        Report By
 FF1441  HISTORY     - 1931     MONUMENTED       CGS
 FF1441  HISTORY     - 1955     GOOD             CGS
 FF1441  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1441
 FF1441                          STATION DESCRIPTION
 FF1441
 FF1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1441'2.4 MI SW FROM HIGGINSON.
 FF1441'2.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1441'STATION AT HIGGINSON, WHITE COUNTY, 36 FEET NORTHEAST OF POLE
 FF1441'302/08, 92 FEET NORTHEAST OF A PRIVATE-ROAD CROSSING, 34 FEET
 FF1441'SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK, AND SET IN
 FF1441'THE TOP OF A CONCRETE POST.
 FF1441
 FF1441                          STATION RECOVERY (2003)
 FF1441
 FF1441'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0880 ***********************************************************************
 DK0880  DESIGNATION -  U 90
 DK0880  PID         -  DK0880
 DK0880  STATE/COUNTY-  AR/DESHA
 DK0880  USGS QUAD   -  DUMAS (1969)
 DK0880
 DK0880                         *CURRENT SURVEY CONTROL
 DK0880  ___________________________________________________________________
 DK0880* NAD 83(1986)-  33 55 38.     (N)    091 24 01.     (W)     SCALED    
 DK0880* NAVD 88     -        47.446  (meters)     155.66   (feet)  POSTED    
 DK0880  ___________________________________________________________________
 DK0880  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0880  DYNAMIC HT  -          47.400 (meters)     155.51  (feet)  COMP
 DK0880  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 DK0880
 DK0880  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DK0880
 DK0880.The horizontal coordinates were scaled from a topographic map and have
 DK0880.an estimated accuracy of +/- 6 seconds.
 DK0880
 DK0880.The orthometric height was determined by differential leveling
 DK0880.and adjusted by the National Geodetic Survey in 1992..
 DK0880.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DK0880.rate of 1.1 thru 2.0 mm/km.
 DK0880
 DK0880.The geoid height was determined by GEOID03.
 DK0880
 DK0880.The dynamic height is computed by dividing the NAVD 88
 DK0880.geopotential number by the normal gravity value computed on the
 DK0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0880.degrees latitude (g = 980.6199 gals.).
 DK0880
 DK0880.The modeled gravity was interpolated from observed gravity values.
 DK0880
 DK0880;                    North         East    Units  Estimated Accuracy
 DK0880;SPC AR S     -   539,970.      455,450.      MT  (+/- 180 meters Scaled)
 DK0880
 DK0880                          SUPERSEDED SURVEY CONTROL
 DK0880
 DK0880  NGVD 29 (??/??/??)   47.571  (m)          156.07   (f) ADJUSTED    2 0
 DK0880
 DK0880.Superseded values are not recommended for survey control.
 DK0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0880.See file dsdata.txt to determine how the superseded data were derived.
 DK0880
 DK0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT478552(NAD 83)
 DK0880_MARKER: DB = BENCH MARK DISK
 DK0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0880_STAMPING: U 90 1935
 DK0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0880+STABILITY: SURFACE MOTION
 DK0880
 DK0880  HISTORY     - Date     Condition        Report By
 DK0880  HISTORY     - 1935     MONUMENTED       CGS
 DK0880  HISTORY     - 1944     GOOD             CGS
 DK0880  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0880
 DK0880                          STATION DESCRIPTION
 DK0880
 DK0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DK0880'7.4 MI NE FROM DUMAS.
 DK0880'MARKER IS A STANDARD DISK, STAMPED U 90 1935 AND SET IN A PRECAST
 DK0880'CONCRETE POST.  LOCATED 7.4 MILES NORTHEAST OF DUMAS, DESHA CO., ARK.
 DK0880'ABOUT 0.5 MILE EAST OF WOODEN HIGHWAY BRIDGE OVER LARGE DRAINAGE
 DK0880'DITCH, 33 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 54, 4 FEET NORTH
 DK0880'OF SOUTHEAST FENCE CORNER OF A BARNYARD, APPROXIMATELY 100 FEET
 DK0880'NORTHEAST OF A SMALL CABIN AND ON SIDE OF SMALL DRAINAGE DITCH.  (THE
 DK0880'REFERENCES AS BEING 33 FEET WEST OF SOUTHWEST CORNER OF A GENERAL
 DK0880'STORE AND SERVICE STATION OWNED BY T.F. CROSS AND AS BEING 8 FEET
 DK0880'SOUTHWEST OF SOUTHWEST CORNER OF A SMALL CABIN WERE OBLITERATED SO
 DK0880'APPARENTLY THESE BUILDINGS HAVE EITHER BEEN MOVED AWAY OR DESTROYED
 DK0880
 DK0880                          STATION RECOVERY (1955)
 DK0880
 DK0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0080 ***********************************************************************
 DL0080  DESIGNATION -  U 91
 DL0080  PID         -  DL0080
 DL0080  STATE/COUNTY-  AR/BRADLEY
 DL0080  USGS QUAD   -  FARMVILLE (1985)
 DL0080
 DL0080                         *CURRENT SURVEY CONTROL
 DL0080  ___________________________________________________________________
 DL0080* NAD 83(1986)-  33 33 22.     (N)    092 14 34.     (W)     SCALED    
 DL0080* NAVD 88     -        54.172  (meters)     177.73   (feet)  ADJUSTED  
 DL0080  ___________________________________________________________________
 DL0080  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DL0080  DYNAMIC HT  -          54.116 (meters)     177.55  (feet)  COMP
 DL0080  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 DL0080
 DL0080  VERT ORDER  -  SECOND    CLASS 0
 DL0080
 DL0080.The horizontal coordinates were scaled from a topographic map and have
 DL0080.an estimated accuracy of +/- 6 seconds.
 DL0080
 DL0080.The orthometric height was determined by differential leveling
 DL0080.and adjusted by the National Geodetic Survey in June 1991..
 DL0080
 DL0080.The geoid height was determined by GEOID03.
 DL0080
 DL0080.The dynamic height is computed by dividing the NAVD 88
 DL0080.geopotential number by the normal gravity value computed on the
 DL0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0080.degrees latitude (g = 980.6199 gals.).
 DL0080
 DL0080.The modeled gravity was interpolated from observed gravity values.
 DL0080
 DL0080;                    North         East    Units  Estimated Accuracy
 DL0080;SPC AR S     -   498,680.      377,460.      MT  (+/- 180 meters Scaled)
 DL0080
 DL0080                          SUPERSEDED SURVEY CONTROL
 DL0080
 DL0080  NGVD 29 (??/??/92)   54.25   (m)          178.0    (f) COMPUTED    2 0
 DL0080
 DL0080.Superseded values are not recommended for survey control.
 DL0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0080.See file dsdata.txt to determine how the superseded data were derived.
 DL0080
 DL0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT702131(NAD 83)
 DL0080_MARKER: DB = BENCH MARK DISK
 DL0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0080_STAMPING: U 91 1935
 DL0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0080+STABILITY: SURFACE MOTION
 DL0080
 DL0080  HISTORY     - Date     Condition        Report By
 DL0080  HISTORY     - 1935     MONUMENTED       CGS
 DL0080  HISTORY     - 1964     GOOD             NGS
 DL0080
 DL0080                          STATION DESCRIPTION
 DL0080
 DL0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0080'2.0 MI SE FROM BANKS.
 DL0080'2.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0080'RAILROAD FROM THE STATION AT BANKS, BRADLEY COUNTY, 75.4 FEET
 DL0080'NORTHWEST OF POLE 7+19, AT THE SOUTHEAST END OF A SMALL CUT, 44.8 FEET
 DL0080'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 1.1 FEET NORTHEAST OF A
 DL0080'FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED U 91 1935 AND
 DL0080'SET IN THE TOP OF A CONCRETE POST.
 DL0080
 DL0080                          STATION RECOVERY (1964)
 DL0080
 DL0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1388 ***********************************************************************
 FG1388  DESIGNATION -  U 92
 FG1388  PID         -  FG1388
 FG1388  STATE/COUNTY-  AR/FRANKLIN
 FG1388  USGS QUAD   -  WATALULA (1973)
 FG1388
 FG1388                         *CURRENT SURVEY CONTROL
 FG1388  ___________________________________________________________________
 FG1388* NAD 83(1986)-  35 37 27.     (N)    093 49 59.     (W)     SCALED    
 FG1388* NAVD 88     -       313.487  (meters)    1028.50   (feet)  ADJUSTED  
 FG1388  ___________________________________________________________________
 FG1388  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FG1388  DYNAMIC HT  -         313.194 (meters)    1027.54  (feet)  COMP
 FG1388  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 FG1388
 FG1388  VERT ORDER  -  SECOND    CLASS 0
 FG1388
 FG1388.The horizontal coordinates were scaled from a topographic map and have
 FG1388.an estimated accuracy of +/- 6 seconds.
 FG1388
 FG1388.The orthometric height was determined by differential leveling
 FG1388.and adjusted by the National Geodetic Survey in June 1991..
 FG1388
 FG1388.The geoid height was determined by GEOID03.
 FG1388
 FG1388.The dynamic height is computed by dividing the NAVD 88
 FG1388.geopotential number by the normal gravity value computed on the
 FG1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1388.degrees latitude (g = 980.6199 gals.).
 FG1388
 FG1388.The modeled gravity was interpolated from observed gravity values.
 FG1388
 FG1388;                    North         East    Units  Estimated Accuracy
 FG1388;SPC AR N     -   144,750.      233,970.      MT  (+/- 180 meters Scaled)
 FG1388
 FG1388                          SUPERSEDED SURVEY CONTROL
 FG1388
 FG1388  NGVD 29 (??/??/92)  313.408  (m)         1028.24   (f) ADJ UNCH    2 0
 FG1388
 FG1388.Superseded values are not recommended for survey control.
 FG1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1388.See file dsdata.txt to determine how the superseded data were derived.
 FG1388
 FG1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV245425(NAD 83)
 FG1388_MARKER: DB = BENCH MARK DISK
 FG1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1388_STAMPING: U 92 1935
 FG1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1388+STABILITY: SURFACE MOTION
 FG1388
 FG1388  HISTORY     - Date     Condition        Report By
 FG1388  HISTORY     - 1935     MONUMENTED       CGS
 FG1388  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1388  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1388
 FG1388                          STATION DESCRIPTION
 FG1388
 FG1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1388'12.4 MI NW FROM OZARK.
 FG1388'1.1 MILES WEST ALONG U. S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FG1388'RAILROAD STATION AT OZARK, FRANKLIN COUNTY, 11.3 MILES NORTH ALONG
 FG1388'STATE HIGHWAY 23, AT THE SUMMIT OF THE FIRST STEEP HILL SOUTH OF THE
 FG1388'ENTRANCE TO THE OZARK NATIONAL FOREST, 0.2 MILE SOUTHWEST OF A
 FG1388'FARMHOUSE IN A VALLEY, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FG1388'AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED U 92 1935 AND
 FG1388'SET IN THE TOP OF A CONCRETE POST.
 FG1388
 FG1388                          STATION RECOVERY (1972)
 FG1388
 FG1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0093 ***********************************************************************
 FH0093  DESIGNATION -  U 93
 FH0093  PID         -  FH0093
 FH0093  STATE/COUNTY-  AR/CRAWFORD
 FH0093  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0093
 FH0093                         *CURRENT SURVEY CONTROL
 FH0093  ___________________________________________________________________
 FH0093* NAD 83(1986)-  35 31 49.     (N)    094 10 03.     (W)     SCALED    
 FH0093* NAVD 88     -       273.189  (meters)     896.29   (feet)  ADJUSTED  
 FH0093  ___________________________________________________________________
 FH0093  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FH0093  DYNAMIC HT  -         272.933 (meters)     895.45  (feet)  COMP
 FH0093  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 FH0093
 FH0093  VERT ORDER  -  SECOND    CLASS 0
 FH0093
 FH0093.The horizontal coordinates were scaled from a topographic map and have
 FH0093.an estimated accuracy of +/- 6 seconds.
 FH0093
 FH0093.The orthometric height was determined by differential leveling
 FH0093.and adjusted by the National Geodetic Survey in June 1991..
 FH0093
 FH0093.The geoid height was determined by GEOID03.
 FH0093
 FH0093.The dynamic height is computed by dividing the NAVD 88
 FH0093.geopotential number by the normal gravity value computed on the
 FH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0093.degrees latitude (g = 980.6199 gals.).
 FH0093
 FH0093.The modeled gravity was interpolated from observed gravity values.
 FH0093
 FH0093;                    North         East    Units  Estimated Accuracy
 FH0093;SPC AR N     -   134,950.      203,450.      MT  (+/- 180 meters Scaled)
 FH0093
 FH0093                          SUPERSEDED SURVEY CONTROL
 FH0093
 FH0093  NGVD 29 (??/??/92)  273.105  (m)          896.01   (f) ADJ UNCH    2 0
 FH0093
 FH0093.Superseded values are not recommended for survey control.
 FH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0093.See file dsdata.txt to determine how the superseded data were derived.
 FH0093
 FH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV941324(NAD 83)
 FH0093_MARKER: DB = BENCH MARK DISK
 FH0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0093_STAMPING: U 93 1935
 FH0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0093+STABILITY: SURFACE MOTION
 FH0093
 FH0093  HISTORY     - Date     Condition        Report By
 FH0093  HISTORY     - 1935     MONUMENTED       CGS
 FH0093  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0093  HISTORY     - 1968     MARK NOT FOUND   USGS
 FH0093
 FH0093                          STATION DESCRIPTION
 FH0093
 FH0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0093'3.9 MI NW FROM DYER.
 FH0093'3.9 MILES NORTHWEST ALONG THE DYER-DEAN SPRINGS ROAD FROM THE
 FH0093'MISSOURI PACIFIC RAILROAD STATION AT DYER, CRAWFORD COUNTY,
 FH0093'140 FEET NORTHWEST OF A ROAD JUNCTION, 110 FEET SOUTHWEST OF A
 FH0093'ROAD JUNCTION, 125 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FH0093'J.P. MEADORS FARMHOUSE, 30 FEET WEST OF THE CENTERLINE OF THE
 FH0093'ROAD, 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LOG BARN,
 FH0093'4 FEET SOUTHWEST OF A SOUTHEAST FENCE CORNER, AND 2 FEET SOUTH
 FH0093'OF A FENCE.  A STANDARD DISK, STAMPED U 93 1935 AND SET IN THE
 FH0093'TOP OF A CONCRETE POST.  NOTE-- THE DESCRIBED LOCATION IS UNDER
 FH0093'CULTIVATION AND THE FARMER REPORTED HE HAD NOT SEEN THE MARK
 FH0093'SINCE HE HAS BEEN FARMING THE LAND.
 FH0093
 FH0093                          STATION RECOVERY (1968)
 FH0093
 FH0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FH0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0107 ***********************************************************************
 FH0107  DESIGNATION -  U 94 RESET
 FH0107  PID         -  FH0107
 FH0107  STATE/COUNTY-  AR/FRANKLIN
 FH0107  USGS QUAD   -  FERN (1983)
 FH0107
 FH0107                         *CURRENT SURVEY CONTROL
 FH0107  ___________________________________________________________________
 FH0107* NAD 83(1986)-  35 38 19.     (N)    094 01 00.     (W)     SCALED    
 FH0107* NAVD 88     -       462.34   (meters)    1516.9    (feet)  RESET     
 FH0107  ___________________________________________________________________
 FH0107  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FH0107
 FH0107  VERT ORDER  -  THIRD
 FH0107
 FH0107.The horizontal coordinates were scaled from a topographic map and have
 FH0107.an estimated accuracy of +/- 6 seconds.
 FH0107
 FH0107.The orthometric height was computed from unverified reset data.
 FH0107
 FH0107.The geoid height was determined by GEOID03.
 FH0107
 FH0107;                    North         East    Units  Estimated Accuracy
 FH0107;SPC AR N     -   146,680.      217,370.      MT  (+/- 180 meters Scaled)
 FH0107
 FH0107                          SUPERSEDED SURVEY CONTROL
 FH0107
 FH0107.No superseded survey control is available for this station.
 FH0107
 FH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV079443(NAD 83)
 FH0107_MARKER: DB = BENCH MARK DISK
 FH0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0107_STAMPING: U 94 RESET 1966
 FH0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0107+STABILITY: SURFACE MOTION
 FH0107
 FH0107  HISTORY     - Date     Condition        Report By
 FH0107  HISTORY     - 1966     MONUMENTED       CGS
 FH0107
 FH0107                          STATION DESCRIPTION
 FH0107
 FH0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FH0107'AT FERN.
 FH0107'AT FERN, WHICH IS 11 MILES NORTH OF MULBERRY, 95 FEET SOUTHWEST
 FH0107'OF THE WEST CORNER OF THE FERN GROCERY AND SERVICE STATION,
 FH0107'60 FEET WEST OF A POWERLINE POLE, 25 FEET WEST OF THE CENTERLINE
 FH0107'OF THE ROAD, 16 FEET EAST OF AN OAK TREE, 14 FEET NORTH OF A
 FH0107'POWERLINE POLE, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE
 FH0107'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0079 ***********************************************************************
 FH0079  DESIGNATION -  U 95
 FH0079  PID         -  FH0079
 FH0079  STATE/COUNTY-  AR/CRAWFORD
 FH0079  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0079
 FH0079                         *CURRENT SURVEY CONTROL
 FH0079  ___________________________________________________________________
 FH0079* NAD 83(1986)-  35 37 42.     (N)    094 09 44.     (W)     SCALED    
 FH0079* NAVD 88     -       352.469  (meters)    1156.39   (feet)  ADJUSTED  
 FH0079  ___________________________________________________________________
 FH0079  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FH0079  DYNAMIC HT  -         352.146 (meters)    1155.33  (feet)  COMP
 FH0079  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FH0079
 FH0079  VERT ORDER  -  SECOND    CLASS 0
 FH0079
 FH0079.The horizontal coordinates were scaled from a topographic map and have
 FH0079.an estimated accuracy of +/- 6 seconds.
 FH0079
 FH0079.The orthometric height was determined by differential leveling
 FH0079.and adjusted by the National Geodetic Survey in June 1991..
 FH0079
 FH0079.The geoid height was determined by GEOID03.
 FH0079
 FH0079.The dynamic height is computed by dividing the NAVD 88
 FH0079.geopotential number by the normal gravity value computed on the
 FH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0079.degrees latitude (g = 980.6199 gals.).
 FH0079
 FH0079.The modeled gravity was interpolated from observed gravity values.
 FH0079
 FH0079;                    North         East    Units  Estimated Accuracy
 FH0079;SPC AR N     -   145,820.      204,160.      MT  (+/- 180 meters Scaled)
 FH0079
 FH0079                          SUPERSEDED SURVEY CONTROL
 FH0079
 FH0079  NGVD 29 (??/??/92)  352.361  (m)         1156.04   (f) ADJ UNCH    2 0
 FH0079
 FH0079.Superseded values are not recommended for survey control.
 FH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0079.See file dsdata.txt to determine how the superseded data were derived.
 FH0079
 FH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV947433(NAD 83)
 FH0079_MARKER: DB = BENCH MARK DISK
 FH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0079_STAMPING: U 95 1935
 FH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0079+STABILITY: SURFACE MOTION
 FH0079
 FH0079  HISTORY     - Date     Condition        Report By
 FH0079  HISTORY     - 1935     MONUMENTED       CGS
 FH0079  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0079  HISTORY     - 1968     MARK NOT FOUND   USGS
 FH0079
 FH0079                          STATION DESCRIPTION
 FH0079
 FH0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0079'1.5 MI NE FROM MOUNTAINBURG.
 FH0079'1.5 MILES NORTHEAST ALONG THE LOCKE-MOUNTAINBURG ROAD FROM THE
 FH0079'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT MOUNTAINBURG, CRAWFORD
 FH0079'COUNTY, 105 FEET SOUTH OF A RIGHT ANGLE CURVE IN THE ROAD, 150
 FH0079'FEET SOUTHEAST OF A STONE CULVERT, 19 FEET SOUTHWEST OF THE
 FH0079'CENTERLINE OF THE ROAD, 11 FEET SOUTHEAST OF A WAGON TRAIL, 16
 FH0079'FEET SOUTHWEST OF A 12-INCH HICKORY TREE, AND 5 FEET NORTHEAST
 FH0079'OF A 10-INCH OAK TREE.  A STANDARD DISK, STAMPED U 95 1935 AND
 FH0079'SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEITHER THE STONE
 FH0079'CULVERT NORTH THE MARK COULD BE FOUND AT THE DESCRIBED MILEAGE.
 FH0079'THE ROAD HAS BEEN WIDENED AND IT IS POSSIBLE THAT THE MARK WAS
 FH0079'DESTROYED AS ITS ORIGINAL LOCATION WAS ONLY 19 FEET FROM THE
 FH0079'CENTERLINE.
 FH0079
 FH0079                          STATION RECOVERY (1968)
 FH0079
 FH0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FH0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0870 ***********************************************************************
 EJ0870  DESIGNATION -  U 97
 EJ0870  PID         -  EJ0870
 EJ0870  STATE/COUNTY-  AR/SALINE
 EJ0870  USGS QUAD   -  BENTON (1984)
 EJ0870
 EJ0870                         *CURRENT SURVEY CONTROL
 EJ0870  ___________________________________________________________________
 EJ0870* NAD 83(1986)-  34 36 18.     (N)    092 37 06.     (W)     SCALED    
 EJ0870* NAVD 88     -        91.573  (meters)     300.44   (feet)  ADJUSTED  
 EJ0870  ___________________________________________________________________
 EJ0870  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EJ0870  DYNAMIC HT  -          91.487 (meters)     300.15  (feet)  COMP
 EJ0870  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 EJ0870
 EJ0870  VERT ORDER  -  SECOND    CLASS 0
 EJ0870
 EJ0870.The horizontal coordinates were scaled from a topographic map and have
 EJ0870.an estimated accuracy of +/- 6 seconds.
 EJ0870
 EJ0870.The orthometric height was determined by differential leveling
 EJ0870.and adjusted by the National Geodetic Survey in June 1991..
 EJ0870
 EJ0870.The geoid height was determined by GEOID03.
 EJ0870
 EJ0870.The dynamic height is computed by dividing the NAVD 88
 EJ0870.geopotential number by the normal gravity value computed on the
 EJ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0870.degrees latitude (g = 980.6199 gals.).
 EJ0870
 EJ0870.The modeled gravity was interpolated from observed gravity values.
 EJ0870
 EJ0870;                    North         East    Units  Estimated Accuracy
 EJ0870;SPC AR S     -   615,160.      343,290.      MT  (+/- 180 meters Scaled)
 EJ0870
 EJ0870                          SUPERSEDED SURVEY CONTROL
 EJ0870
 EJ0870  NGVD 29 (??/??/92)   91.597  (m)          300.51   (f) ADJ UNCH    2 0
 EJ0870
 EJ0870.Superseded values are not recommended for survey control.
 EJ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0870.See file dsdata.txt to determine how the superseded data were derived.
 EJ0870
 EJ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU349293(NAD 83)
 EJ0870_MARKER: DB = BENCH MARK DISK
 EJ0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0870_SP_SET: BRIDGE
 EJ0870_STAMPING: U 97 1935
 EJ0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0870
 EJ0870  HISTORY     - Date     Condition        Report By
 EJ0870  HISTORY     - 1935     MONUMENTED       CGS
 EJ0870  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0870
 EJ0870                          STATION DESCRIPTION
 EJ0870
 EJ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0870'4.8 MI NW FROM BENTON.
 EJ0870'4.8 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE MISSOURI PACIFIC
 EJ0870'RAILROAD STATION AT BENTON, SALINE COUNTY, 170 FEET NORTHWEST OF THE
 EJ0870'GANAM E. DODSON STORE, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 EJ0870'60 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 14.9 FEET NORTH OF
 EJ0870'THE CENTERLINE OF THE HIGHWAY, AT THE STEEL HIGHWAY BRIDGE OVER NORTH
 EJ0870'FORK RIVER, AND IN THE TOP OF THE EAST CONCRETE RETAINING WALL. A
 EJ0870'STANDARD DISK, STAMPED U 97 1935.
 EJ0870
 EJ0870                          STATION RECOVERY (1998)
 EJ0870
 EJ0870'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0909 ***********************************************************************
 EJ0909  DESIGNATION -  U 98
 EJ0909  PID         -  EJ0909
 EJ0909  STATE/COUNTY-  AR/PULASKI
 EJ0909  USGS QUAD   -  FERNDALE (1984)
 EJ0909
 EJ0909                         *CURRENT SURVEY CONTROL
 EJ0909  ___________________________________________________________________
 EJ0909* NAD 83(1986)-  34 45 32.     (N)    092 30 33.     (W)     SCALED    
 EJ0909* NAVD 88     -       140.313  (meters)     460.34   (feet)  ADJUSTED  
 EJ0909  ___________________________________________________________________
 EJ0909  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EJ0909  DYNAMIC HT  -         140.180 (meters)     459.91  (feet)  COMP
 EJ0909  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 EJ0909
 EJ0909  VERT ORDER  -  SECOND    CLASS 0
 EJ0909
 EJ0909.The horizontal coordinates were scaled from a topographic map and have
 EJ0909.an estimated accuracy of +/- 6 seconds.
 EJ0909
 EJ0909.The orthometric height was determined by differential leveling
 EJ0909.and adjusted by the National Geodetic Survey in June 1991..
 EJ0909
 EJ0909.The geoid height was determined by GEOID03.
 EJ0909
 EJ0909.The dynamic height is computed by dividing the NAVD 88
 EJ0909.geopotential number by the normal gravity value computed on the
 EJ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0909.degrees latitude (g = 980.6199 gals.).
 EJ0909
 EJ0909.The modeled gravity was interpolated from observed gravity values.
 EJ0909
 EJ0909;                    North         East    Units  Estimated Accuracy
 EJ0909;SPC AR S     -   632,180.      353,380.      MT  (+/- 180 meters Scaled)
 EJ0909
 EJ0909                          SUPERSEDED SURVEY CONTROL
 EJ0909
 EJ0909  NGVD 29 (??/??/92)  140.344  (m)          460.45   (f) ADJ UNCH    2 0
 EJ0909
 EJ0909.Superseded values are not recommended for survey control.
 EJ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0909.See file dsdata.txt to determine how the superseded data were derived.
 EJ0909
 EJ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU449464(NAD 83)
 EJ0909_MARKER: DB = BENCH MARK DISK
 EJ0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0909_STAMPING: U 98 1935
 EJ0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0909+STABILITY: SURFACE MOTION
 EJ0909
 EJ0909  HISTORY     - Date     Condition        Report By
 EJ0909  HISTORY     - 1935     MONUMENTED       CGS
 EJ0909  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0909
 EJ0909                          STATION DESCRIPTION
 EJ0909
 EJ0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0909'1.4 MI E FROM FERNDALE.
 EJ0909'1.4 MILES EAST ALONG TWELFTH STREET PIKE FROM THE J. W. CARTER STORE
 EJ0909'AT FERNDALE, PULASKI COUNTY, 2.0 MILES SOUTH ALONG THE CUT-OFF ROAD
 EJ0909'LEADING TO UPPER HOT SPRINGS ROAD, 160 FEET SOUTHEAST OF THE EAST
 EJ0909'CORNER OF THE ALFRED WHITE FARMHOUSE, 46.4 FEET SOUTH OF A WOODEN
 EJ0909'BRIDGE, 18.4 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 4.8
 EJ0909'FEET NORTHWEST OF THE EAST CORNER OF A YARD FENCE.  A STANDARD DISK,
 EJ0909'STAMPED U 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0851 ***********************************************************************
 EJ0851  DESIGNATION -  U 99
 EJ0851  PID         -  EJ0851
 EJ0851  STATE/COUNTY-  AR/PULASKI
 EJ0851  USGS QUAD   -  MARTINDALE (1984)
 EJ0851
 EJ0851                         *CURRENT SURVEY CONTROL
 EJ0851  ___________________________________________________________________
 EJ0851* NAD 83(1986)-  34 52 44.     (N)    092 43 40.     (W)     SCALED    
 EJ0851* NAVD 88     -       110.409  (meters)     362.23   (feet)  ADJUSTED  
 EJ0851  ___________________________________________________________________
 EJ0851  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EJ0851  DYNAMIC HT  -         110.303 (meters)     361.89  (feet)  COMP
 EJ0851  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 EJ0851
 EJ0851  VERT ORDER  -  SECOND    CLASS 0
 EJ0851
 EJ0851.The horizontal coordinates were scaled from a topographic map and have
 EJ0851.an estimated accuracy of +/- 6 seconds.
 EJ0851
 EJ0851.The orthometric height was determined by differential leveling
 EJ0851.and adjusted by the National Geodetic Survey in June 1991..
 EJ0851
 EJ0851.The geoid height was determined by GEOID03.
 EJ0851
 EJ0851.The dynamic height is computed by dividing the NAVD 88
 EJ0851.geopotential number by the normal gravity value computed on the
 EJ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0851.degrees latitude (g = 980.6199 gals.).
 EJ0851
 EJ0851.The modeled gravity was interpolated from observed gravity values.
 EJ0851
 EJ0851;                    North         East    Units  Estimated Accuracy
 EJ0851;SPC AR S     -   645,610.      333,460.      MT  (+/- 180 meters Scaled)
 EJ0851
 EJ0851                          SUPERSEDED SURVEY CONTROL
 EJ0851
 EJ0851  NGVD 29 (??/??/92)  110.431  (m)          362.31   (f) ADJ UNCH    2 0
 EJ0851
 EJ0851.Superseded values are not recommended for survey control.
 EJ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0851.See file dsdata.txt to determine how the superseded data were derived.
 EJ0851
 EJ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU248596(NAD 83)
 EJ0851_MARKER: DB = BENCH MARK DISK
 EJ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0851_STAMPING: U 99 1935
 EJ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0851+STABILITY: SURFACE MOTION
 EJ0851
 EJ0851  HISTORY     - Date     Condition        Report By
 EJ0851  HISTORY     - 1935     MONUMENTED       CGS
 EJ0851
 EJ0851                          STATION DESCRIPTION
 EJ0851
 EJ0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0851'6.0 MI W FROM CROSS ROADS.
 EJ0851'6.0 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT CROSS
 EJ0851'ROADS, PULASKI COUNTY, 1.6 MILES EAST OF THE PULASKI-PERRY COUNTY
 EJ0851'LINE, AT THE CONCRETE HIGHWAY BRIDGE OVER ROTHY CREEK, IN THE TOP OF
 EJ0851'THE WEST CONCRETE WING WALL, AND 13.3 FEET NORTHWEST OF THE CENTERLINE
 EJ0851'OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2926 ***********************************************************************
 EH2926  DESIGNATION -  ULM
 EH2926  PID         -  EH2926
 EH2926  STATE/COUNTY-  AR/PRAIRIE
 EH2926  USGS QUAD   -  ULM (1968)
 EH2926
 EH2926                         *CURRENT SURVEY CONTROL
 EH2926  ___________________________________________________________________
 EH2926* NAD 83(1997)-  34 34 36.20276(N)    091 27 32.73705(W)     ADJUSTED  
 EH2926* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 EH2926  ___________________________________________________________________
 EH2926  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EH2926  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH2926
 EH2926  HORZ ORDER  -  FIRST
 EH2926
 EH2926.The horizontal coordinates were established by classical geodetic methods
 EH2926.and adjusted by the National Geodetic Survey in September 1999..
 EH2926
 EH2926.The orthometric height was scaled from a topographic map.
 EH2926
 EH2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2926
 EH2926.The geoid height was determined by GEOID03.
 EH2926
 EH2926;                    North         East     Units Scale Factor Converg.
 EH2926;SPC AR S     -   611,984.089   449,629.217   MT  0.99996315   +0 18 09.9
 EH2926;SPC AR S     - 2,007,817.80  1,475,158.52   sFT  0.99996315   +0 18 09.9
 EH2926;UTM  15      - 3,827,183.622   641,336.599   MT  0.99984622   +0 52 28.6
 EH2926
 EH2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2926!SPC AR S     -   0.99999430  x   0.99996315  =   0.99995745
 EH2926!UTM  15      -   0.99999430  x   0.99984622  =   0.99984052
 EH2926
 EH2926:                Primary Azimuth Mark                     Grid Az
 EH2926:SPC AR S     -  ULM RADIO STATION KBJ 58 MAST            046 35 00.7
 EH2926:UTM  15      -  ULM RADIO STATION KBJ 58 MAST            046 00 42.0
 EH2926
 EH2926|---------------------------------------------------------------------|
 EH2926| PID    Reference Object                     Distance      Geod. Az  |
 EH2926|                                                           dddmmss.s |
 EH2926| EH2925 ULM RADIO STATION KBJ 58 MAST       APPROX. 1.4 KM 0465310.6 |
 EH2926| CY6659 ULM RM 1                             29.212 METERS 10657     |
 EH2926| CY6660 ULM RM 2                             32.842 METERS 17330     |
 EH2926| EH2986 STUTTGART RAD STA KKD 269 TWR       APPROX.13.4 KM 2135523.9 |
 EH2926| EH2988 STUTTGART SW ST MICROWAVE TWR       APPROX.12.5 KM 2173738.2 |
 EH2926| EH2989 STUTTGART COMET RICE MILL S TK      APPROX.12.9 KM 2183924.1 |
 EH2926| EH2990 STUTTGART RAD STA KKA 652 TWR       APPROX.13.4 KM 2203111.8 |
 EH2926| EH2991 STUTTGART MUNICIPAL TANK            APPROX.13.1 KM 2214005.1 |
 EH2926| EH2992 STUTTGART RAD STA KWAB MAST         APPROX.13.7 KM 2222920.9 |
 EH2926| EH3060 STUTTGART RAD KAA 0240 MAST         APPROX.11.6 KM 2250733.9 |
 EH2926| CY6658 ULM AZ MK                                          2315058.8 |
 EH2926| EH3059 STUTTGART MUNICIPAL AIRPORT BEACON  APPROX.10.1 KM 2822257.9 |
 EH2926|---------------------------------------------------------------------|
 EH2926
 EH2926                          SUPERSEDED SURVEY CONTROL
 EH2926
 EH2926  NAD 83(1986)-  34 34 36.20924(N)    091 27 32.73236(W) AD(       ) 1
 EH2926  NAD 27      -  34 34 35.85914(N)    091 27 32.27335(W) AD(       ) 1
 EH2926
 EH2926.Superseded values are not recommended for survey control.
 EH2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2926.See file dsdata.txt to determine how the superseded data were derived.
 EH2926
 EH2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4133727184(NAD 83)
 EH2926_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EH2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2926_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2926
 EH2926  HISTORY     - Date     Condition        Report By
 EH2926  HISTORY     - 1965     MONUMENTED       CGS
 EH2926
 EH2926                          STATION DESCRIPTION
 EH2926
 EH2926'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2926'STATION IS ABOUT 8 MILES NORTHEAST OF STUTTGART, IN THE SMALL
 EH2926'VILLAGE OF ULM, ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 79,
 EH2926'AND ON PROPERTY OWNED BY THE CITY OF ULM.
 EH2926'
 EH2926'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 EH2926'AND STATE HIGHWAY 11 IN THE NORTHEAST EDGE OF STUTTGART,
 EH2926'GO NORTHEAST ON HIGHWAY 79 FOR 6.05 MILE TO THE AZIMUTH MARK
 EH2926'ON THE LEFT BY A TELEPHONE POLE.  CONTINUE NORTHEAST ON HIGHWAY
 EH2926'79 FOR 0.3 MILE TO A CROSSROAD, JUST AFTER PASSING THE ULM,
 EH2926'ZION LUTHERAN CHURCH ON THE LEFT, AND THE STATION ON THE RIGHT
 EH2926'IN A VACANT LOT.
 EH2926'
 EH2926'STATION MARKS ARE STANDARD DISKS STAMPED ULM 1965.  THE SURFACE
 EH2926'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2926'THE SURFACE OF THE GROUND.  IT IS 125 FEET EAST OF THE
 EH2926'INTERSECTION OF U.S. HIGHWAY 79 AND A GRAVELED ROAD, 92 FEET
 EH2926'SOUTHWEST OF A 26 INCH OAK TREE, 90 FEET SOUTHEAST OF THE
 EH2926'CENTERLINE OF HIGHWAY 79, 86 FEET NORTHEAST OF THE CENTER
 EH2926'OF A GRAVELED ROAD, 66 FEET EAST OF A POWER POLE GUY POLE,
 EH2926'AND 58 FEET NORTHEAST OF A TWIN TRUNKED 18 INCH OAK TREE.
 EH2926'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH2926'42 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2926'
 EH2926'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ULM NO 1 1965,
 EH2926'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 EH2926'IT IS 135 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 EH2926'43 FEET SOUTH OF A 24 INCH OAK TREE, 20 FEET SOUTH OF A POWER
 EH2926'POLE, AND 9 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD.
 EH2926'
 EH2926'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ULM NO 2 1965,
 EH2926'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 EH2926'IT IS 78 FEET SOUTHEAST OF THE 18 INCH OAK TREE, 46 FEET EAST
 EH2926'OF A POWER POLE, AND 23 FEET NORTHEAST OF THE CENTER OF THE
 EH2926'GRAVELED ROAD.
 EH2926'
 EH2926'AZIMUTH MARK, A STANDARD DISK STAMPED ULM 1965, IS SET IN A
 EH2926'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 EH2926'GROUND.  IT IS 46 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 EH2926'HIGHWAY 79, 1 FOOT NORTHEAST OF A TELEPHONE POLE, AND 2 FEET
 EH2926'NORTHWEST OF A METAL WITNESS POST.
 EH2926'
 EH2926'NOTE- REFERENCE MARK NO. 1 MEASURED PULLING 5 KG. TAPE TENSION.
 EH2926'
 EH2926'NOTE- REFERENCE MARK NO. 2 MEASURED PULLING 7 KG. TAPE TENSION.
 EH2926'
 EH2926'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2925 ***********************************************************************
 EH2925  DESIGNATION -  ULM RADIO STATION KBJ 58 MAST
 EH2925  PID         -  EH2925
 EH2925  STATE/COUNTY-  AR/PRAIRIE
 EH2925  USGS QUAD   -  ULM (1968)
 EH2925
 EH2925                         *CURRENT SURVEY CONTROL
 EH2925  ___________________________________________________________________
 EH2925* NAD 83(1997)-  34 35 07.42556(N)    091 26 52.41098(W)     ADJUSTED  
 EH2925* NAVD 88     -                                                        
 EH2925  ___________________________________________________________________
 EH2925  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EH2925  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH2925
 EH2925  HORZ ORDER  -  THIRD
 EH2925
 EH2925.The horizontal coordinates were established by classical geodetic methods
 EH2925.and adjusted by the National Geodetic Survey in September 1999..
 EH2925
 EH2925
 EH2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2925
 EH2925.The geoid height was determined by GEOID03.
 EH2925
 EH2925;                    North         East     Units Scale Factor Converg.
 EH2925;SPC AR S     -   612,951.648   450,651.795   MT  0.99996460   +0 18 32.4
 EH2925;SPC AR S     - 2,010,992.20  1,478,513.43   sFT  0.99996460   +0 18 32.4
 EH2925;UTM  15      - 3,828,161.228   642,349.349   MT  0.99984976   +0 52 52.2
 EH2925
 EH2925                          SUPERSEDED SURVEY CONTROL
 EH2925
 EH2925  NAD 83(1986)-  34 35 07.43195(N)    091 26 52.40645(W) AD(       ) 4
 EH2925  NAD 27      -  34 35 07.08135(N)    091 26 51.95043(W) AD(       ) 3
 EH2925
 EH2925.Superseded values are not recommended for survey control.
 EH2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2925.See file dsdata.txt to determine how the superseded data were derived.
 EH2925
 EH2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4234928161(NAD 83)
 EH2925_MARKER: 42 = RADIO/TV MAST
 EH2925
 EH2925  HISTORY     - Date     Condition        Report By
 EH2925  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2925
 EH2925                          STATION DESCRIPTION
 EH2925
 EH2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2925'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 EH2925'ALONG THE NORTHWEST SIDE OF U.S. HIGHWAY 79, ABOUT 1 MILE
 EH2925'NORTHEAST ON ULM.  IT IS A GUYED STEEL STRUCTURE PAINTED IN
 EH2925'ALTERNATE SECTIONS WITH INTERNATIONAL ORANGE AND WHITE, AND
 EH2925'HAS 2 LARGE SQUARE MICRO-FANS NEAR THE TOP.  IT IS OWNED AND
 EH2925'OPERATED BY THE ARKANSAS POWER AND LIGHT COMPANY OF PINE BLUFF
 EH2925'ARKANSAS.  THE OVERALL HEIGHT IS 230 FEET.
 EH2925'
 EH2925'TO REACH THE STATION A CROSSROAD (ULM, ZION LUTHERAN CHURCH
 EH2925'IN THE NORTHWEST ANGLE OF THE INTERSECTION), GO NORTH ON U.S.
 EH2925'HIGHWAY 79 FOR 0.9 MILE TO THE STATION ON THE LEFT, ALONG
 EH2925'THE SOUTHEAST SIDE OF A SMALL CONCRETE BLOCK TRANSMITTER
 EH2925'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0858 ***********************************************************************
 EK0858  DESIGNATION -  UMPIRE
 EK0858  PID         -  EK0858
 EK0858  STATE/COUNTY-  AR/HOWARD
 EK0858  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0858
 EK0858                         *CURRENT SURVEY CONTROL
 EK0858  ___________________________________________________________________
 EK0858* NAD 83(1997)-  34 17 04.66784(N)    094 07 46.03894(W)     ADJUSTED  
 EK0858* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 EK0858  ___________________________________________________________________
 EK0858  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 EK0858  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 EK0858
 EK0858  HORZ ORDER  -  THIRD
 EK0858
 EK0858.The horizontal coordinates were established by classical geodetic methods
 EK0858.and adjusted by the National Geodetic Survey in September 1999..
 EK0858
 EK0858.The orthometric height was scaled from a topographic map.
 EK0858
 EK0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0858
 EK0858.The geoid height was determined by GEOID03.
 EK0858
 EK0858;                    North         East     Units Scale Factor Converg.
 EK0858;SPC AR S     -   581,491.930   203,957.578   MT  0.99992797   -1 11 30.6
 EK0858;SPC AR S     - 1,907,778.11    669,150.82   sFT  0.99992797   -1 11 30.6
 EK0858;UTM  15      - 3,794,293.137   396,043.946   MT  0.99973321   -0 38 10.6
 EK0858
 EK0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0858!SPC AR S     -   0.99996332  x   0.99992797  =   0.99989129
 EK0858!UTM  15      -   0.99996332  x   0.99973321  =   0.99969654
 EK0858
 EK0858|---------------------------------------------------------------------|
 EK0858| PID    Reference Object                     Distance      Geod. Az  |
 EK0858|                                                           dddmmss.s |
 EK0858| CX7306 UMPIRE RM 1                          23.166 METERS 03602     |
 EK0858| CX7307 UMPIRE RM 2                          35.344 METERS 08136     |
 EK0858| CX7305 UMPIRE AZ MK                                       0850050.5 |
 EK0858| EK1022 DIERKS                              APPROX.18.0 KM 1391250.2 |
 EK0858|---------------------------------------------------------------------|
 EK0858
 EK0858                          SUPERSEDED SURVEY CONTROL
 EK0858
 EK0858  NAD 83(1997)-  34 17 04.67271(N)    094 07 46.03611(W) AD(       ) 3
 EK0858  NAD 83(1986)-  34 17 04.67656(N)    094 07 46.03075(W) AD(       ) 3
 EK0858  NAD 27      -  34 17 04.27130(N)    094 07 45.31240(W) AD(       ) 3
 EK0858
 EK0858.Superseded values are not recommended for survey control.
 EK0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0858.See file dsdata.txt to determine how the superseded data were derived.
 EK0858
 EK0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9604494293(NAD 83)
 EK0858_MARKER: DS = TRIANGULATION STATION DISK
 EK0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0858
 EK0858  HISTORY     - Date     Condition        Report By
 EK0858  HISTORY     - 1957     MONUMENTED       CGS
 EK0858  HISTORY     - 1961     GOOD             CGS
 EK0858
 EK0858                          STATION DESCRIPTION
 EK0858
 EK0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EK0858'THE STATION IS LOCATED ABOUT 4 MILES WEST OF UMPIRE, ON LAND
 EK0858'OWNED BY MR. OWEN DAVIS WHO LIVES JUST WEST OF THE STATION.
 EK0858'IT IS 53 FEET SOUTH OF A LARGE OAK TREE, 40 FEET SOUTH OF THE
 EK0858'CENTER OF A GRAVELED ROAD, 40 FEET SOUTHEAST OF THE NORTHEAST
 EK0858'CORNER POST OF A GARDEN FENCE AND 23 FEET EAST OF A RAIL FENCE.
 EK0858'IT IS STAMPED UMPIRE 1957 AND SET FLUSH WITH THE SURFACE OF
 EK0858'THE GROUND.
 EK0858'
 EK0858'REFERENCE MARK NO. 1 IS 44 FEET EAST OF A LARGE OAK TREE,
 EK0858'22 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT
 EK0858'SOUTH OF A FENCE.  IT IS STAMPED UMPIRE NO 1 1957 AND SET
 EK0858'FLUSH WITH THE SURFACE OF THE GROUND.
 EK0858'
 EK0858'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTER OF A GRAVELED
 EK0858'ROAD AND 1 FOOT NORTH OF THE NORTHWEST CORNER OF A SMALL
 EK0858'GREEN HOUSE.  IT IS STAMPED UMPIRE NO 2 1957 AND SET FLUSH WITH
 EK0858'THE SURFACE OF THE GROUND.
 EK0858'
 EK0858'THE AZIMUTH MARK IS 26 FEET SOUTH-SOUTHEAST OF THE JUNCTION
 EK0858'OF A TRACK ROAD NORTH AND THE GRAVELED ROAD AND 16 FEET SOUTH
 EK0858'OF THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED UMPIRE 1957
 EK0858'AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 EK0858'
 EK0858'TO REACH THE STATION FROM THE POST OFFICE IN UMPIRE, GO WESTERLY
 EK0858'ACROSS A SMALL BRIDGE FOR 0.05 MILE, KEEP RIGHT AND GO NORTHWEST
 EK0858'FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK AND GO 1.95 MILES
 EK0858'TO ANOTHER FORK, TAKE THE RIGHT FORK AND GO 1.0 MILE TO A
 EK0858'CREEK, FORD THE CREEK AND CONTINUE NORTH AND WEST FOR 1.7
 EK0858'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 EK0858'AHEAD FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EK0858
 EK0858                          STATION RECOVERY (1961)
 EK0858
 EK0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0858'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0858'CONDITION.  THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION
 EK0858'INSTEAD OF 0.1 MILE AS ORIGINALLY DESCRIBED.
 EK0858'
 EK0858'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM UMPIRE IS
 EK0858'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1492 ***********************************************************************
 DL1492  DESIGNATION -  UNION
 DL1492  PID         -  DL1492
 DL1492  STATE/COUNTY-  AR/COLUMBIA
 DL1492  USGS QUAD   -  WALDO (1968)
 DL1492
 DL1492                         *CURRENT SURVEY CONTROL
 DL1492  ___________________________________________________________________
 DL1492* NAD 83(1997)-  33 15 52.54395(N)    093 21 27.37769(W)     ADJUSTED  
 DL1492* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 DL1492  ___________________________________________________________________
 DL1492  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DL1492  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DL1492
 DL1492  HORZ ORDER  -  FIRST
 DL1492
 DL1492.The horizontal coordinates were established by classical geodetic methods
 DL1492.and adjusted by the National Geodetic Survey in September 1999..
 DL1492
 DL1492.The orthometric height was scaled from a topographic map.
 DL1492
 DL1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1492
 DL1492.The geoid height was determined by GEOID03.
 DL1492
 DL1492;                    North         East     Units Scale Factor Converg.
 DL1492;SPC AR S     -   467,157.686   273,510.197   MT  1.00000804   -0 45 35.4
 DL1492;SPC AR S     - 1,532,666.51    897,341.37   sFT  1.00000804   -0 45 35.4
 DL1492;UTM  15      - 3,680,677.665   466,694.020   MT  0.99961368   -0 11 46.1
 DL1492
 DL1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1492!SPC AR S     -   0.99998485  x   1.00000804  =   0.99999289
 DL1492!UTM  15      -   0.99998485  x   0.99961368  =   0.99959854
 DL1492
 DL1492|---------------------------------------------------------------------|
 DL1492| PID    Reference Object                     Distance      Geod. Az  |
 DL1492|                                                           dddmmss.s |
 DL1492| DL1495 BOX SPRINGS FIRE TOWER 97 AFC        14.634 METERS 09044     |
 DL1492| CX7308 UNION AZ MK                                        1103133.8 |
 DL1492| CX7309 UNION RM 2                           41.294 METERS 18201     |
 DL1492| DL1499 MCKAMIE MATHIESON CORP TOWER        APPROX.12.9 KM 2645451.1 |
 DL1492| DL1498 BUCKNER HARVY COUCH PWR PLT TK      APPROX.14.6 KM 3161220.2 |
 DL1492| DL1497 BUCKNER HARVY COUCH PWR STK         APPROX.14.6 KM 3161902.2 |
 DL1492| DL1501 SHILO FIRE TOWER 91 AFC             APPROX.17.3 KM 3244433.7 |
 DL1492|---------------------------------------------------------------------|
 DL1492
 DL1492                          SUPERSEDED SURVEY CONTROL
 DL1492
 DL1492  NAD 83(1997)-  33 15 52.55248(N)    093 21 27.36887(W) AD(       ) 1
 DL1492  NAD 83(1986)-  33 15 52.55407(N)    093 21 27.36607(W) AD(       ) 1
 DL1492  NAD 27      -  33 15 52.09100(N)    093 21 26.74600(W) AD(       ) 1
 DL1492
 DL1492.Superseded values are not recommended for survey control.
 DL1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1492.See file dsdata.txt to determine how the superseded data were derived.
 DL1492
 DL1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6669480678(NAD 83)
 DL1492_MARKER: DS = TRIANGULATION STATION DISK
 DL1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1492
 DL1492  HISTORY     - Date     Condition        Report By
 DL1492  HISTORY     - 1950     MONUMENTED       CGS
 DL1492  HISTORY     - 1963     GOOD             CGS
 DL1492
 DL1492                          STATION DESCRIPTION
 DL1492
 DL1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1492'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH AND 3.5 MILES WEST
 DL1492'OF WALDO, 7.0 MILES WEST AND 0.5 MILE SOUTH OF MAGNOLIA AND 1.5
 DL1492'MILES NORTHWEST OF THE UNION CENTER SCHOOL AT THE SITE OF BOX
 DL1492'SPRINGS FIRE TOWER NO. 97 (AFC) ON STATE PROPERTY.  IT IS 99
 DL1492'FEET EAST OF THE SOUTHEAST CORNER OF HOUSE AND 48 FEET WEST
 DL1492'OF THE CENTER OF BOX SPRINGS FIRE TOWER NO. 97 (AFC).  IT IS
 DL1492'STAMPED UNION 1950 AND SET FLUSH WITH THE SURFACE OF THE
 DL1492'GROUND.
 DL1492'
 DL1492'REFERENCE MARK NO. 1 IS EAST OF THE STATION, DIRECTLY UNDER THE
 DL1492'CENTER OF BOX SPRINGS FIRE TOWER NO. 97 (AFC).  IT IS STAMPED
 DL1492'UNION NO 1 1950 AND PROJECTS 4 INCHES.
 DL1492'
 DL1492'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 85 FEET EAST OF THE
 DL1492'CENTER OF GATE INTO YARD AND 1 FOOT NORTH OF EAST-WEST FENCE
 DL1492'LINE.  IT IS STAMPED UNION NO 2 1950 AND PROJECTS 3 INCHES.
 DL1492'
 DL1492'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 83 FEET SOUTH
 DL1492'OF THE SOUTHEAST CORNER OF CHURCH, 33 FEET NORTH OF THE CENTER
 DL1492'OF GRAVELED ROAD, 2 FEET NORTH OF POWER LINE POLE AND 1.5 FEET
 DL1492'WEST OF WITNESS POST.  IT IS STAMPED UNION 1950 AND PROJECTS
 DL1492'4 INCHES.
 DL1492'
 DL1492'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DL1492'STATE HIGHWAYS 132 AND 19 TWO BLOCKS WEST OF THE COURT HOUSE IN
 DL1492'MAGNOLIA, GO WEST AND SOUTHWEST ON STATE HIGHWAY 132 FOR 3.3 MILES
 DL1492'TO STORE AND SERVICE STATION ON THE RIGHT, CONTINUE ON STATE
 DL1492'HIGHWAY 132 FOR 2.2 MILES TO CROSSROADS AT STORE AND SERVICE
 DL1492'STATION ON THE RIGHT, TURN RIGHT AND GO NORTH AND WEST FOR
 DL1492'0.95 MILE TO FORKS AT THE UNION CENTER SCHOOL ON THE LEFT, TAKE
 DL1492'RIGHT FORK AND CONTINUE FOR 1.1 MILES TO THE AZIMUTH MARK ON
 DL1492'THE RIGHT IN CHURCH YARD AS DESCRIBED, CONTINUE FOR 0.5 MILE
 DL1492'TO DRIVEWAY ON THE RIGHT TO HOUSE AND BOX SPRINGS FIRE TOWER
 DL1492'NO.  97 (AFC) AND STATION AS DESCRIBED.
 DL1492'
 DL1492'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1492
 DL1492                          STATION RECOVERY (1963)
 DL1492
 DL1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1492'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1492'CONDITION.  FOLLOWING ARE SOME SMALL CHANGES IN THE DESCRIPTION
 DL1492'TO REACH THE STATION--TO REACH FROM MAGNOLIA, FROM THE JUNCTION
 DL1492'OF U.S. HIGHWAY 82 AND STATE HIGHWAYS 132 AND 19 TWO BLOCKS
 DL1492'WEST OF THE COURT HOUSE, GO WEST AND SOUTHWEST ON STATE HIGHWAY
 DL1492'132 FOR 3.3 MILES TO A STORE AND SERVICE STATION ON THE RIGHT,
 DL1492'CONTINUE ON STATE HIGHWAY 132 FOR 2.2 MILES TO CROSSROADS AT
 DL1492'STORE AND SERVICE STATION ON THE RIGHT, TURN RIGHT AND GO
 DL1492'NORTH AND WEST FOR 0.8 MILE TO FORKS AT UNION CENTER SCHOOL,
 DL1492'TAKE RIGHT FORK FOR 0.95 MILE TO THE AZIMUTH MARK ON RIGHT IN
 DL1492'CHURCHYARD, CONTINUE 0.5 MILE TO A DRIVEWAY ON THE RIGHT,
 DL1492'TURN RIGHT TO FIRE TOWER AND STATION AS ORIGINALLY
 DL1492'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0866 ***********************************************************************
 GE0866  DESIGNATION -  UNION
 GE0866  PID         -  GE0866
 GE0866  STATE/COUNTY-  AR/RANDOLPH
 GE0866  USGS QUAD   -  HARDY NE (1968)
 GE0866
 GE0866                         *CURRENT SURVEY CONTROL
 GE0866  ___________________________________________________________________
 GE0866* NAD 83(1997)-  36 26 19.10557(N)    091 15 55.40749(W)     ADJUSTED  
 GE0866* NAVD 88     -       245.60   (+/-2cm)     805.8    (feet)  VERTCON   
 GE0866  ___________________________________________________________________
 GE0866  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 GE0866  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE0866
 GE0866  HORZ ORDER  -  SECOND
 GE0866  VERT ORDER  -  THIRD ? (See Below)
 GE0866
 GE0866.The horizontal coordinates were established by classical geodetic methods
 GE0866.and adjusted by the National Geodetic Survey in September 1999..
 GE0866
 GE0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0866.The vertical order pertains to the NGVD 29 superseded value.
 GE0866
 GE0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0866
 GE0866.The geoid height was determined by GEOID03.
 GE0866
 GE0866;                    North         East     Units Scale Factor Converg.
 GE0866;SPC AR N     -   233,824.177   465,868.809   MT  1.00004704   +0 25 38.9
 GE0866;SPC AR N     -   767,138.15  1,528,437.92   sFT  1.00004704   +0 25 38.9
 GE0866;SPC MO E     -    67,433.573   181,377.685   MT  0.99999133   -0 27 16.7
 GE0866;UTM  15      - 4,033,999.977   655,472.905   MT  0.99989782   +1 01 49.8
 GE0866
 GE0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0866!SPC AR N     -   0.99996593  x   1.00004704  =   1.00001297
 GE0866!SPC MO E     -   0.99996593  x   0.99999133  =   0.99995726
 GE0866!UTM  15      -   0.99996593  x   0.99989782  =   0.99986376
 GE0866
 GE0866:                Primary Azimuth Mark                     Grid Az
 GE0866:SPC AR N     -  UNION AZ MK                              237 13 05.3
 GE0866:SPC MO E     -  UNION AZ MK                              238 06 00.9
 GE0866:UTM  15      -  UNION AZ MK                              236 36 54.4
 GE0866
 GE0866|---------------------------------------------------------------------|
 GE0866| PID    Reference Object                     Distance      Geod. Az  |
 GE0866|                                                           dddmmss.s |
 GE0866| CI3479 UNION AZ MK                                        2373844.2 |
 GE0866| GE0865 W 102                                22.260 METERS 24002     |
 GE0866| CI3480 UNION RM 1                           20.703 METERS 33508     |
 GE0866|---------------------------------------------------------------------|
 GE0866
 GE0866                          SUPERSEDED SURVEY CONTROL
 GE0866
 GE0866  NAD 83(1986)-  36 26 19.11327(N)    091 15 55.40669(W) AD(       ) 2
 GE0866  NAD 27      -  36 26 18.88310(N)    091 15 54.93000(W) AD(       ) 2
 GE0866  NGVD 29 (07/19/86)  245.49   (m)          805.4    (f) LEVELING    3  
 GE0866
 GE0866.Superseded values are not recommended for survey control.
 GE0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0866.See file dsdata.txt to determine how the superseded data were derived.
 GE0866
 GE0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5547334000(NAD 83)
 GE0866_MARKER: DS = TRIANGULATION STATION DISK
 GE0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0866+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 GE0866
 GE0866  HISTORY     - Date     Condition        Report By
 GE0866  HISTORY     - 1955     MONUMENTED       CGS
 GE0866  HISTORY     - 20050322 GOOD             USACE
 GE0866
 GE0866                          STATION DESCRIPTION
 GE0866
 GE0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0866'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF A COUNTY ROAD,
 GE0866'ABOUT 9 MILES NORTH-NORTHWEST OF RAVENDEN SPRINGS, 7-1/4
 GE0866'MILES WEST-NORTHWEST OF DALTON, 30 FEET SOUTHEAST OF THE
 GE0866'CENTER OF THE ROAD AND 7 FEET NORTH OF A 4 X 4 INCH WHITE
 GE0866'WITNESS POST.
 GE0866'
 GE0866'TO REACH THE STATION FROM THE POST OFFICE IN RAVENDEN SPRINGS,
 GE0866'GO EAST ON STATE HIGHWAY 90 FOR 0.7 MILE TO A SIDE ROAD
 GE0866'ON THE LEFT, TURN LEFT AND GO NORTHERLY FOR 3.9 MILES TO A
 GE0866'FORK, TAKE LEFT ROAD AND GO 2.0 MILES TO A FORK, TAKE RIGHT
 GE0866'ROAD AND GO 2.2 MILES TO A FORK, CONTINUE STRAIGHT AHEAD
 GE0866'AND GO 0.4 MILE TO A FORK, TAKE LEFT ROAD AND GO 2.4 MILES
 GE0866'TO A T-JUNCTION, TURN LEFT AND GO 0.1 MILE TO THE STATION ON
 GE0866'THE LEFT, CONTINUE AHEAD FOR 0.1 MILE TO A CLEARING ON THE
 GE0866'LEFT, TURN LEFT AND FOLLOW EAST SIDE OF CLEARING FOR 0.05
 GE0866'MILE, THENCE SOUTHWEST FOR 0.05 MILE TO THE AZIMUTH MARK AS
 GE0866'DESCRIBED.
 GE0866'
 GE0866'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0866'UNION 1955.
 GE0866'
 GE0866'REFERENCE MARK 1 IS 38 FEET NORTHWEST OF THE CENTER OF THE
 GE0866'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0866'UNION NO 1 1955.
 GE0866'
 GE0866'W 102 (USE) WAS USED AS REFERENCE MARK 2.  IT IS A STANDARD
 GE0866'U.S. CORP OF ENGINEERS DEPARTMENT OF THE ARMY DISK, SET IN THE
 GE0866'TOP OF A 5 X 5 INCH CONCRETE POST WHICH PROJECTS 7 INCHES.
 GE0866'THE MARK IS 31 FEET SOUTHEAST OF THE CENTER OF THE ROAD AND THE
 GE0866'DISK IS STAMPED W 102 1951.
 GE0866'
 GE0866'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0866
 GE0866                          STATION RECOVERY (2005)
 GE0866
 GE0866'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 GE0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1390 ***********************************************************************
 DL1390  DESIGNATION -  UNION RESET
 DL1390  PID         -  DL1390
 DL1390  STATE/COUNTY-  AR/CALHOUN
 DL1390  USGS QUAD   -  WOODBERRY (1985)
 DL1390
 DL1390                         *CURRENT SURVEY CONTROL
 DL1390  ___________________________________________________________________
 DL1390* NAD 83(1997)-  33 32 10.04212(N)    092 32 46.75975(W)     ADJUSTED  
 DL1390* NAVD 88     -        52.95   (+/-2cm)     173.7    (feet)  VERTCON   
 DL1390  ___________________________________________________________________
 DL1390  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DL1390  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL1390
 DL1390  HORZ ORDER  -  SECOND
 DL1390  VERT ORDER  -  THIRD ? (See Below)
 DL1390
 DL1390.The horizontal coordinates were established by classical geodetic methods
 DL1390.and adjusted by the National Geodetic Survey in September 1999..
 DL1390
 DL1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1390.The vertical order pertains to the NGVD 29 superseded value.
 DL1390
 DL1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1390
 DL1390.The geoid height was determined by GEOID03.
 DL1390
 DL1390;                    North         East     Units Scale Factor Converg.
 DL1390;SPC AR S     -   496,569.266   349,257.923   MT  0.99995604   -0 18 20.8
 DL1390;SPC AR S     - 1,629,161.00  1,145,857.04   sFT  0.99995604   -0 18 20.8
 DL1390;UTM  15      - 3,710,816.267   542,122.699   MT  0.99962187   +0 15 02.3
 DL1390
 DL1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1390!SPC AR S     -   0.99999579  x   0.99995604  =   0.99995183
 DL1390!UTM  15      -   0.99999579  x   0.99962187  =   0.99961766
 DL1390
 DL1390|---------------------------------------------------------------------|
 DL1390| PID    Reference Object                     Distance      Geod. Az  |
 DL1390|                                                           dddmmss.s |
 DL1390| DL1391 UNION RM 4                           42.033 METERS 00244     |
 DL1390| CY6664 UNION RM 3                           32.096 METERS 01110     |
 DL1390| DL1280 HAMPTON MUNICIPAL TANK              APPROX. 7.1 KM 0885010.6 |
 DL1390| CY6662 UNION RM 1                           25.938 METERS 11301     |
 DL1390| CY6661 UNION AZ MK                                        2641714.1 |
 DL1390| DL1392 LOCUST BAYOU LOT 3 4 AFC            APPROX.10.7 KM 2834551.4 |
 DL1390| DL1398 NAVAL ORDNANCE DEPOT TANK 115       APPROX.14.5 KM 3223833.6 |
 DL1390| CY6663 UNION RM 2                           26.393 METERS 35616     |
 DL1390|---------------------------------------------------------------------|
 DL1390
 DL1390                          SUPERSEDED SURVEY CONTROL
 DL1390
 DL1390  NAD 83(1997)-  33 32 10.05167(N)    092 32 46.75260(W) AD(       ) 2
 DL1390  NAD 83(1986)-  33 32 10.05347(N)    092 32 46.75268(W) AD(       ) 2
 DL1390  NAD 27      -  33 32 09.64200(N)    092 32 46.19200(W) AD(       ) 2
 DL1390  NGVD 29 (07/19/86)   52.99   (m)          173.9    (f) LEVELING    3  
 DL1390
 DL1390.Superseded values are not recommended for survey control.
 DL1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1390.See file dsdata.txt to determine how the superseded data were derived.
 DL1390
 DL1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4212310816(NAD 83)
 DL1390_MARKER: DS = TRIANGULATION STATION DISK
 DL1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1390_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1390
 DL1390  HISTORY     - Date     Condition        Report By
 DL1390  HISTORY     - 1952     MONUMENTED       CGS
 DL1390  HISTORY     - 1961     POOR             USGS
 DL1390  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DL1390  HISTORY     - 1965     GOOD             CGS
 DL1390
 DL1390                          STATION DESCRIPTION
 DL1390
 DL1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1390'THE STATION IS IN SECTION 4, T 14 S, R 14 W, ABOUT 4-1/2 MILES
 DL1390'WEST OF HAMPTON, 55 FEET SOUTHEAST OF THE CENTER OF A CROSS
 DL1390'ROAD, 21 FEET NORTHEAST OF A 24-INCH PINE TREE AND 6 FEET NORTH
 DL1390'OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1390'
 DL1390'TO REACH THE STATION FROM THE COURTHOUSE IN HAMPTON, GO WEST
 DL1390'ON STATE HIGHWAY 4 FOR 4.35 MILES TO THE STATION ON THE LEFT.
 DL1390'
 DL1390'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DL1390'
 DL1390'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1390'UNION 1952.
 DL1390'
 DL1390'REFERENCE MARK 1 IS 92 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 DL1390'AND 19 FEET NORTH OF A 14-INCH PINE TREE.  THE MARK PROJECTS 4
 DL1390'INCHES AND THE DISK IS STAMPED UNION NO 1 1952.
 DL1390'
 DL1390'REFERENCE MARK 2 IS 51 FEET NORTHEAST OF THE CENTER OF THE
 DL1390'CROSS ROAD AND 10 FEET SOUTHEAST OF AN 18-INCH PINE TREE.  THE
 DL1390'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED UNION NO 2 1952.
 DL1390'
 DL1390'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1390
 DL1390                          STATION RECOVERY (1961)
 DL1390
 DL1390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DL1390'STATION MARK WAS FOUND WITH THE TOP OF THE POST BROKEN OFF
 DL1390'AND THE DISK BADLY BENT.  THE UNDERGROUND MARK IS ASSUMED
 DL1390'TO BE IN GOOD CONDITION.  BOTH REFERENCE MARKS HAVE ALSO BEEN
 DL1390'DESTROYED.  THE BUTT ENDS WERE FOUND IN THEIR APPROXIMATE
 DL1390'POSITIONS LYING ON TOP OF THE GROUND.
 DL1390
 DL1390                          STATION RECOVERY (1964)
 DL1390
 DL1390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1390'THE SURFACE STATION MARK AND R.M. NO. 2 WERE DESTROYED BY HIGHWAY
 DL1390'CONSTRUCTION.  A NEW SURFACE MARK WAS SET BY PLUMBING OVER THE
 DL1390'UNDERGROUND MARK AND ONE NEW REFERENCE MARK WAS SET.
 DL1390'
 DL1390'THE STATION MARK IS 45.5 FEET SOUTH OF CENTERLINE OF HIGHWAY,
 DL1390'39 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD AND 2.3 FEET
 DL1390'EAST OF A METAL WITNESS POST.  THE TOP OF THE MARK IS ABOUT
 DL1390'2 INCHES LOWER THAN THE SURROUNDING GROUND AND THE DISK IS
 DL1390'STAMPED UNION 1952 1964.
 DL1390'
 DL1390'R.M. NO. 1 IS SOUTHEAST OF THE STATION, 86 FEET SOUTH OF THE
 DL1390'CENTERLINE OF THE HIGHWAY, 33.7 FEET SOUTHWEST OF A POWERLINE
 DL1390'POLE AND 19.3 FEET NORTH-NORTHEAST OF A 20-INCH PINE TREE.
 DL1390'THE MARK IS ABOUT FLUSH AND THE DISK IS STAMPED UNION NO 1 1952.
 DL1390'
 DL1390'R.M. NO. 3 IS NORTH-NORTHEAST OF THE STATION, 55 FEET NORTH
 DL1390'OF CENTERLINE OF THE HIGHWAY, 47 FEET EAST OF CENTERLINE OF
 DL1390'NORTH-SOUTH ROAD, 1.6 FEET EAST OF A METAL WITNESS POST AND
 DL1390'1.1 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4
 DL1390'INCHES AND THE DISK IS STAMPED UNION NO 3 1952 1964.
 DL1390'
 DL1390'TO REACH THE STATION FROM HAMPTON, FROM THE COURT HOUSE, GO
 DL1390'WEST ON STATE HIGHWAY 4 FOR 2.5 MILES TO THE CONCRETE BRIDGE
 DL1390'OVER BRUSHY CREEK, CONTINUE WEST ON THE HIGHWAY FOR 1.8 MILES
 DL1390'TO CROSSROADS AND STATION ON LEFT AS DESCRIBED.
 DL1390
 DL1390                          STATION RECOVERY (1965)
 DL1390
 DL1390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1390'STATION MARK, REFERENCE MARKS NUMBER 1 AND 3 WERE
 DL1390'RECOVERED AND ARE IN GOOD CONDITION.
 DL1390'
 DL1390'A STEEL SURVEY TOWER CANNOT BE ERECTED OVER THE STATION
 DL1390'MARK DUE TO A POWERLINE ABOVE THE MARK.  MARK IS ON STATE
 DL1390'HIGHWAY 4 RIGHT-OF-WAY.
 DL1390'
 DL1390'A REFERENCE MARK NUMBER 4 WAS ESTABLISHED AND A TRAVERSE
 DL1390'CONNECTION MADE FROM THE STATION MARK TO THE REFERENCE MARK
 DL1390'NUMBER 4.  REFERENCE MARK NUMBER 4 DISK IS STAMPED UNION NO
 DL1390'4 1952 1964, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DL1390'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 92
 DL1390'FEET NORTH OF THE CENTER OF STATE HIGHWAY 4, 36.8 FEET
 DL1390'NORTH-NORTHWEST OF A METAL WITNESS POST, 31 FEET EAST OF THE
 DL1390'CENTER OF A GRAVELED ROAD, 15.5 FEET NORTHEAST OF A UTILITY
 DL1390'POLE AND 14.8 FEET WEST OF AN 8-INCH PINE TREE.
 DL1390'
 DL1390'AN AZIMUTH MARK HAS BEEN ESTABLISHED.  MARK IS A STANDARD
 DL1390'AZIMUTH MARK DISK, STAMPED UNION 1952 1965, SET IN THE TOP OF
 DL1390'A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 DL1390'THE GROUND.  MARK IS 58 FEET SOUTH OF THE CENTER OF HIGHWAY
 DL1390'4, 17.0 FEET EAST OF A POWERLINE POLE, 3.4 FEET NORTHEAST OF
 DL1390'A METAL WITNESS POST AND 3.2 FEET NORTH OF A FENCELINE.
 DL1390'
 DL1390'STATION MARK DISK IS STAMPED UNION 1952 1964, SET IN THE TOP
 DL1390'OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 DL1390'SURFACE OF THE GROUND.  MARK IS 45-1/2 FEET SOUTH OF
 DL1390'THE CENTER OF HIGHWAY 4, 39 FEET EAST OF THE CENTER OF THE
 DL1390'GRAVELED ROAD AND 2.5 FEET EAST OF A METAL WITNESS POST.
 DL1390'
 DL1390'REFERENCE MARK NUMBER 1 DISK IS STAMPED UNION NO 1 1952, SET
 DL1390'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 DL1390'ABOUT 2 INCHES.  MARK IS 85.5 FEET SOUTH OF THE CENTER OF
 DL1390'HIGHWAY 4 AND 34.3 FEET SOUTHWEST OF A POWERLINE POLE.
 DL1390'
 DL1390'REFERENCE MARK NUMBER 3 DISK IS STAMPED UNION NO 3 1952 1964,
 DL1390'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 DL1390'ABOUT 4 INCHES.  MARK IS 56 FEET NORTH OF THE CENTER OF
 DL1390'HIGHWAY 4, 47-1/2 FEET EAST OF THE CENTER OF THE
 DL1390'GRAVELED ROAD AND 1.6 FEET EAST OF A METAL WITNESS POST.
 DL1390'
 DL1390'STATION IS REACHED FROM THE SOUTHWEST CORNER OF THE SQUARE
 DL1390'IN THE TOWN OF HAMPTON.  GO WEST ON STATE HIGHWAY 4 FOR 4.3
 DL1390'MILES TO A GRAVELED CROSSROAD.  STATION IS ON THE LEFT, SOUTH
 DL1390'SIDE OF THE HIGHWAY, AS DESCRIBED.
 DL1390'
 DL1390'CONTINUE WEST ON HIGHWAY 4 FOR 0.35 MILE TO THE AZIMUTH MARK
 DL1390'ON THE LEFT, SOUTH SIDE OF THE HIGHWAY, AS DESCRIBED.
 DL1390'
 DL1390'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1391 ***********************************************************************
 DL1391  DESIGNATION -  UNION RM 4
 DL1391  PID         -  DL1391
 DL1391  STATE/COUNTY-  AR/CALHOUN
 DL1391  USGS QUAD   -  WOODBERRY (1985)
 DL1391
 DL1391                         *CURRENT SURVEY CONTROL
 DL1391  ___________________________________________________________________
 DL1391* NAD 83(1997)-  33 32 11.40486(N)    092 32 46.68205(W)     ADJUSTED  
 DL1391* NAVD 88     -        53.20   (+/-2cm)     174.5    (feet)  VERTCON   
 DL1391  ___________________________________________________________________
 DL1391  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DL1391  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DL1391
 DL1391  HORZ ORDER  -  FIRST
 DL1391  VERT ORDER  -  THIRD ? (See Below)
 DL1391
 DL1391.The horizontal coordinates were established by classical geodetic methods
 DL1391.and adjusted by the National Geodetic Survey in September 1999..
 DL1391
 DL1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1391.The vertical order pertains to the NGVD 29 superseded value.
 DL1391
 DL1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1391
 DL1391.The geoid height was determined by GEOID03.
 DL1391
 DL1391;                    North         East     Units Scale Factor Converg.
 DL1391;SPC AR S     -   496,611.238   349,260.152   MT  0.99995598   -0 18 20.7
 DL1391;SPC AR S     - 1,629,298.70  1,145,864.35   sFT  0.99995598   -0 18 20.7
 DL1391;UTM  15      - 3,710,858.245   542,124.519   MT  0.99962188   +0 15 02.4
 DL1391
 DL1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1391!SPC AR S     -   0.99999575  x   0.99995598  =   0.99995173
 DL1391!UTM  15      -   0.99999575  x   0.99962188  =   0.99961763
 DL1391
 DL1391:                Primary Azimuth Mark                     Grid Az
 DL1391:SPC AR S     -  HAMPTON MUNICIPAL TANK                   089 28 56.7
 DL1391:UTM  15      -  HAMPTON MUNICIPAL TANK                   088 55 33.6
 DL1391
 DL1391|---------------------------------------------------------------------|
 DL1391| PID    Reference Object                     Distance      Geod. Az  |
 DL1391|                                                           dddmmss.s |
 DL1391| DL1280 HAMPTON MUNICIPAL TANK              APPROX. 7.1 KM 0891036.0 |
 DL1391| DL1390 UNION RESET                          42.033 METERS 18244     |
 DL1391| CY6661 UNION AZ MK                                        2601141.5 |
 DL1391| DL1392 LOCUST BAYOU LOT 3 4 AFC            APPROX.10.7 KM 2833232.5 |
 DL1391| DL1398 NAVAL ORDNANCE DEPOT TANK 115       APPROX.14.5 KM 3223208.1 |
 DL1391|---------------------------------------------------------------------|
 DL1391
 DL1391                          SUPERSEDED SURVEY CONTROL
 DL1391
 DL1391  NAD 83(1997)-  33 32 11.41441(N)    092 32 46.67490(W) AD(       ) 1
 DL1391  NAD 83(1986)-  33 32 11.41628(N)    092 32 46.67498(W) AD(       ) 1
 DL1391  NAD 27      -  33 32 11.00603(N)    092 32 46.11413(W) AD(       ) 1
 DL1391  NGVD 29 (07/19/86)   53.24   (m)          174.7    (f) LEVELING    3  
 DL1391
 DL1391.Superseded values are not recommended for survey control.
 DL1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1391.See file dsdata.txt to determine how the superseded data were derived.
 DL1391
 DL1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4212510858(NAD 83)
 DL1391_MARKER: DR = REFERENCE MARK DISK
 DL1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1391_SP_SET: CONCRETE POST
 DL1391_STAMPING: UNION NO 4 1952 1964
 DL1391_MARK LOGO: CGS   
 DL1391_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1391+STABILITY: SURFACE MOTION
 DL1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1391+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1992
 DL1391
 DL1391  HISTORY     - Date     Condition        Report By
 DL1391  HISTORY     - 1964     MONUMENTED       CGS
 DL1391  HISTORY     - 1965     GOOD             CGS
 DL1391  HISTORY     - 19921127 GOOD             NOS
 DL1391
 DL1391                          STATION DESCRIPTION
 DL1391
 DL1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1391'STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF THE TOWN
 DL1391'OF HAMPTON, ON STATE HIGHWAY 4 RIGHT-OF-WAY, IN SECTION 4.  T 14
 DL1391'S.  R 14 W.
 DL1391'
 DL1391'STATION IS REACHED FROM THE SOUTHWEST CORNER OF THE SQUARE
 DL1391'WHICH IS IN THE TOWN OF HAMPTON.  GO WEST ON STATE HIGHWAY
 DL1391'4 FOR 4.3 MILES TO A GRAVELED CROSSROAD.  STATION IS ON THE
 DL1391'RIGHT, NORTH SIDE OF THE HIGHWAY, AS DESCRIBED BELOW.  CONTINUE
 DL1391'WEST ON HIGHWAY 4 FOR 0.35 MILE TO THE AZIMUTH MARK ON
 DL1391'THE LEFT, SOUTH SIDE OF THE HIGHWAY, AS DESCRIBED BELOW.
 DL1391'
 DL1391'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED UNION
 DL1391'NO 4 1952 1964, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DL1391'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE
 DL1391'REFERENCE MARK DISK IS SET ABOUT 2-1/2 FEET DIRECTLY
 DL1391'BELOW THE SURFACE MARK DISK.  MARK IS 92 FEET NORTH OF THE
 DL1391'CENTER OF HIGHWAY 4, 36.8 FEET NORTH-NORTHWEST OF A METAL
 DL1391'WITNESS POST, 31 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 DL1391'GRAVELED ROAD, 15.5 FEET NORTHEAST OF A UTILITY POLE AND
 DL1391'14.8 FEET WEST OF AN 8-INCH PINE TREE.
 DL1391'
 DL1391'STATION UNION 1952 1964 IS A STANDARD STATION MARK DISK, SET
 DL1391'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 DL1391'THE SURFACE OF THE GROUND.  MARK IS 45-1/2 FEET SOUTH
 DL1391'OF THE CENTER OF HIGHWAY 4, 39 FEET EAST OF THE CENTER OF
 DL1391'THE NORTH-SOUTH GRAVELED ROAD AND 2.5 FEET EAST OF A METAL
 DL1391'WITNESS POST.
 DL1391'
 DL1391'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED UNION
 DL1391'1952 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 DL1391'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 58 FEET
 DL1391'SOUTH OF THE CENTER OF HIGHWAY 4, 17.0 FEET EAST OF A
 DL1391'POWERLINE POLE, 3.4 FEET NORTHEAST OF A METAL WITNESS POST
 DL1391'AND 3.2 FEET NORTH OF A FENCELINE.
 DL1391'
 DL1391'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DL1391'UNION 1952 1964.
 DL1391'
 DL1391'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1391
 DL1391                          STATION RECOVERY (1992)
 DL1391
 DL1391'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1711 ***********************************************************************
 EJ1711  DESIGNATION -  UNIVERSITY
 EJ1711  PID         -  EJ1711
 EJ1711  STATE/COUNTY-  AR/PULASKI
 EJ1711  USGS QUAD   -  LITTLE ROCK (1966)
 EJ1711
 EJ1711                         *CURRENT SURVEY CONTROL
 EJ1711  ___________________________________________________________________
 EJ1711* NAD 83(1997)-  34 43 11.28200(N)    092 20 29.94997(W)     ADJUSTED  
 EJ1711* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 EJ1711  ___________________________________________________________________
 EJ1711  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EJ1711  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EJ1711
 EJ1711  HORZ ORDER  -  THIRD
 EJ1711
 EJ1711.The horizontal coordinates were established by classical geodetic methods
 EJ1711.and adjusted by the National Geodetic Survey in September 1999..
 EJ1711
 EJ1711.The orthometric height was scaled from a topographic map.
 EJ1711
 EJ1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1711
 EJ1711.The geoid height was determined by GEOID03.
 EJ1711
 EJ1711;                    North         East     Units Scale Factor Converg.
 EJ1711;SPC AR S     -   627,777.001   368,705.574   MT  0.99998988   -0 11 28.4
 EJ1711;SPC AR S     - 2,059,631.71  1,209,661.54   sFT  0.99998988   -0 11 28.4
 EJ1711;UTM  15      - 3,842,167.984   560,279.813   MT  0.99964478   +0 22 29.9
 EJ1711
 EJ1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1711!SPC AR S     -   0.99998958  x   0.99998988  =   0.99997946
 EJ1711!UTM  15      -   0.99998958  x   0.99964478  =   0.99963436
 EJ1711
 EJ1711:                Primary Azimuth Mark                     Grid Az
 EJ1711:SPC AR S     -  LITTLE ROCK RAD STA KKD 274 TR           001 27 36.4
 EJ1711:UTM  15      -  LITTLE ROCK RAD STA KKD 274 TR           000 53 38.1
 EJ1711
 EJ1711|---------------------------------------------------------------------|
 EJ1711| PID    Reference Object                     Distance      Geod. Az  |
 EJ1711|                                                           dddmmss.s |
 EJ1711| EJ1747 LITTLE ROCK RAD STA KKD 274 TR      APPROX. 5.5 KM 0011608.0 |
 EJ1711| EJ1755 LITTLE ROCK MUNICIPAL SPIPE         APPROX. 6.1 KM 0023950.1 |
 EJ1711| EJ1733 LITTLE ROCK PULASKI HTS PRESB       APPROX. 4.4 KM 0235727.8 |
 EJ1711| EJ1734 LITTLE ROCK PULASKI HTS BAP CH      APPROX. 4.7 KM 0282758.5 |
 EJ1711| EJ1749 LITTLE ROCK SQUAT TANK              APPROX. 5.1 KM 0363322.5 |
 EJ1711| EJ1741 N LITTLE ROCK RAD STA KVLC          APPROX. 6.7 KM 0401149.9 |
 EJ1711| EJ1713 LITTLE ROCK CAPITOL DOME            APPROX. 5.7 KM 0581652.4 |
 EJ1711| CY6669 UNIVERSITY RM 1                      27.197 METERS 06416     |
 EJ1711| EJ1709 LITTLE ROCK GAINES ST SPIPE         APPROX. 5.8 KM 0740055.2 |
 EJ1711| EJ1703 LITTLE ROCK RAD STA KKC 227 TR      APPROX. 2.4 KM 0784459.7 |
 EJ1711| CY6668 UNIVERSITY AZ MK                                   1894016.8 |
 EJ1711| EJ1715 LITTLE ROCK WESTWOOD WATER TK       APPROX. 1.9 KM 2335218.7 |
 EJ1711| CY6670 UNIVERSITY RM 2                      43.760 METERS 31357     |
 EJ1711| EJ1743 LITTLE ROCK RAD STA KKD 291 TR      APPROX. 6.0 KM 3454900.2 |
 EJ1711|---------------------------------------------------------------------|
 EJ1711
 EJ1711                          SUPERSEDED SURVEY CONTROL
 EJ1711
 EJ1711  NAD 83(1986)-  34 43 11.29330(N)    092 20 29.93963(W) AD(       ) 3
 EJ1711  NAD 27      -  34 43 10.96057(N)    092 20 29.38809(W) AD(       ) 3
 EJ1711
 EJ1711.Superseded values are not recommended for survey control.
 EJ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1711.See file dsdata.txt to determine how the superseded data were derived.
 EJ1711
 EJ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6028042168(NAD 83)
 EJ1711_MARKER: DS = TRIANGULATION STATION DISK
 EJ1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1711
 EJ1711  HISTORY     - Date     Condition        Report By
 EJ1711  HISTORY     - 1964     MONUMENTED       CGS
 EJ1711
 EJ1711                          STATION DESCRIPTION
 EJ1711
 EJ1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1711'THE STATION IS ABOUT 2 MILES SOUTH AND 3 MILES WEST OF THE
 EJ1711'STATE CAPITOL BUILDING IN LITTLE ROCK, AT THE SOUTHWEST
 EJ1711'CORNER OF THE GROUNDS OF THE LITTLE ROCK UNIVERSITY, IN
 EJ1711'THE NORTHWEST 1/4 OF SECTION 18, T 1 N, R 12 W., AND ON
 EJ1711'PROPERTY OF THE UNIVERSITY.  IT IS 24 FEET NORTH OF A WITNESS
 EJ1711'POST, 30 FEET EAST OF A 20 INCH PINE TREE WITH A TRIANGULAR
 EJ1711'BLAZE ON ITS EAST SIDE, 116 FEET SOUTH OF THE CENTERLINE
 EJ1711'OF THE PAVED ROAD LEADING INTO THE UNIVERSITY, 119 FEET
 EJ1711'EAST OF THE CENTERLINE OF THE NORTH LANE OF UNIVERSITY
 EJ1711'AVENUE AND 167 FEET SOUTHEAST OF THE CENTER OF THE
 EJ1711'INTERSECTION OF THE NORTH LANE OF UNIVERSITY AVENUE AND THE
 EJ1711'PAVED ROAD LEADING INTO THE UNIVERSITY GROUNDS.  THE
 EJ1711'MONUMENT IS FLUSH AND THE DISK IS STAMPED UNIVERSITY 1964.
 EJ1711'
 EJ1711'TO REACH FROM THE INTERSECTION OF ASHER AVENUE AND UNIVERSITY
 EJ1711'AVENUE (STATE HIGHWAY 5 AND U.S. HIGHWAYS 67 AND 70 IN
 EJ1711'SOUTHWEST LITTLE ROCK) GO NORTH ON UNIVERSITY AVENUE FOR
 EJ1711'0.15 MILE TO A PAVED ROAD RIGHT LEADING INTO THE UNIVERSITY
 EJ1711'GROUNDS AND THE STATION SOUTHEAST OF THE INTERSECTION.
 EJ1711'
 EJ1711'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 EJ1711'UNIVERSITY AVENUE (U.S. HIGHWAY 67 AND 70) FOR 0.9 MILE
 EJ1711'TO THE AZIMUTH MARK ON THE RIGHT IN THE BRIDGE RAILING AT THE
 EJ1711'SOUTHWEST CORNER OF THE BRIDGE OVER FOURCHE CREEK.
 EJ1711'
 EJ1711'REFERENCE MARK 1 IS 18 FEET NORTHWEST OF A 30 INCH OAK TREE,
 EJ1711'46 FEET SOUTH OF A 20 INCH PINE TREE AND 96 FEET SOUTH OF
 EJ1711'THE CENTERLINE OF THE PAVED ROAD LEADING INTO THE UNIVERSITY
 EJ1711'GROUNDS.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 EJ1711'STAMPED UNIVERSITY NO 1 1964.
 EJ1711'
 EJ1711'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 EJ1711'IN A DRILL HOLE IN A CONCRETE TRAFFIC ISLAND AT THE SOUTHWEST
 EJ1711'ANGLE OF THE INTERSECTION OF UNIVERSITY AVENUE AND A PAVED
 EJ1711'ROAD LEADING TO THE UNIVERSITY GROUNDS.  IT IS 1 FOOT SOUTH
 EJ1711'OF A LAMP POST, 13 FEET EAST OF THE CENTERLINE OF THE NORTH
 EJ1711'LANE OF UNIVERSITY AVENUE AND 24 FEET SOUTHEAST OF THE
 EJ1711'INTERSECTION OF UNIVERSITY AVENUE AND THE PAVED ROAD.  THE
 EJ1711'DISK IS FLUSH AND IS STAMPED UNIVERSITY NO 2 1964.
 EJ1711'
 EJ1711'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED
 EJ1711'IN A DRILL HOLE IN A CONCRETE BRIDGE RAILING.  IT IS 2 FEET
 EJ1711'NORTH OF THE SOUTH END OF THE BRIDGE, 3 FEET NORTH-NORTHEAST
 EJ1711'OF A WITNESS POST AND 17 FEET WEST OF THE CENTERLINE OF
 EJ1711'UNIVERSITY AVENUE (U.S. HIGHWAY 67 AND 70).  THE DISK IS
 EJ1711'3 FEET ABOVE THE BRIDGE AND IS STAMPED UNIVERSITY 1964.
 EJ1711'
 EJ1711'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0632 ***********************************************************************
 GG0632  DESIGNATION -  UNIVERSITY
 GG0632  PID         -  GG0632
 GG0632  STATE/COUNTY-  AR/WASHINGTON
 GG0632  USGS QUAD   -  FAYETTEVILLE (1995)
 GG0632
 GG0632                         *CURRENT SURVEY CONTROL
 GG0632  ___________________________________________________________________
 GG0632* NAD 83(1997)-  36 04 06.19713(N)    094 10 15.27605(W)     ADJUSTED  
 GG0632* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 GG0632  ___________________________________________________________________
 GG0632  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GG0632  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GG0632
 GG0632  HORZ ORDER  -  FIRST
 GG0632
 GG0632.The horizontal coordinates were established by classical geodetic methods
 GG0632.and adjusted by the National Geodetic Survey in September 1999..
 GG0632
 GG0632.The orthometric height was scaled from a topographic map.
 GG0632
 GG0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0632
 GG0632.The geoid height was determined by GEOID03.
 GG0632
 GG0632;                    North         East     Units Scale Factor Converg.
 GG0632;SPC AR N     -   194,649.433   204,453.292   MT  0.99997155   -1 15 47.7
 GG0632;SPC AR N     -   638,612.35    670,777.18   sFT  0.99997155   -1 15 47.7
 GG0632;UTM  15      - 3,992,168.120   394,557.582   MT  0.99973699   -0 41 22.0
 GG0632
 GG0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0632!SPC AR N     -   0.99993547  x   0.99997155  =   0.99990703
 GG0632!UTM  15      -   0.99993547  x   0.99973699  =   0.99967248
 GG0632
 GG0632:                Primary Azimuth Mark                     Grid Az
 GG0632:SPC AR N     -  FAYETTEVILLE US VETS HOSP TANK           036 25 13.8
 GG0632:UTM  15      -  FAYETTEVILLE US VETS HOSP TANK           035 50 48.1
 GG0632
 GG0632|---------------------------------------------------------------------|
 GG0632| PID    Reference Object                     Distance      Geod. Az  |
 GG0632|                                                           dddmmss.s |
 GG0632| GG0627 FAYETTEVILLE US VETS HOSP TANK      APPROX. 1.8 KM 0350926.1 |
 GG0632| GG0631 FAYETTEVILLE US VETS HOSP STK       APPROX. 1.8 KM 0385428.7 |
 GG0632| CI3484 UNIVERSITY AZ MK                                   0900317.0 |
 GG0632| GG0635 FAYETTEVILLE CENTRAL METH CH        APPROX. 1.1 KM 1013951.2 |
 GG0632| GG0625 FAYETTEVILLE MT SEQUOYAH TANK       APPROX. 2.2 KM 1020456.0 |
 GG0632| GG0626 FAYETTEVILLE CENTRAL PRESB CH       APPROX. 1.0 KM 1023237.5 |
 GG0632| GG0629 FAYETTEVILLE FIRST PRESB CH         APPROX. 1.2 KM 1091636.4 |
 GG0632| GG0628 FAYETTEVILLE WASHINGTON CTHSE       APPROX. 1.3 KM 1182839.7 |
 GG0632| GG0638 FAYETTEVILLE MAG STA                189.342 METERS 15156     |
 GG0632| GG0637 FAYETTEVILLE COUNTRY CLUB TANK      APPROX. 4.8 KM 1654847.9 |
 GG0632| CI3485 UNIVERSITY RM 1                                    24312     |
 GG0632| GG0636 FAYETTEVILLE UNIV ARK S TOWER        59.305 METERS 27355     |
 GG0632| GG0634 FAYETTEVILLE UNIV ARK N TOWER        86.118 METERS 31645     |
 GG0632| CI3486 UNIVERSITY RM 2                      34.058 METERS 35937     |
 GG0632|---------------------------------------------------------------------|
 GG0632
 GG0632                          SUPERSEDED SURVEY CONTROL
 GG0632
 GG0632  NAD 83(1997)-  36 04 06.20788(N)    094 10 15.27614(W) AD(       ) 1
 GG0632  NAD 83(1986)-  36 04 06.20677(N)    094 10 15.27581(W) AD(       ) 1
 GG0632  NAD 27      -  36 04 05.91800(N)    094 10 14.54000(W) AD(       ) 1
 GG0632
 GG0632.Superseded values are not recommended for survey control.
 GG0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0632.See file dsdata.txt to determine how the superseded data were derived.
 GG0632
 GG0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9455892168(NAD 83)
 GG0632_MARKER: DS = TRIANGULATION STATION DISK
 GG0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0632+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2006
 GG0632
 GG0632  HISTORY     - Date     Condition        Report By
 GG0632  HISTORY     - 1935     MONUMENTED       CGS
 GG0632  HISTORY     - 1939     GOOD             ARHD
 GG0632  HISTORY     - 1960     GOOD             CGS
 GG0632  HISTORY     - 1971     GOOD             NGS
 GG0632  HISTORY     - 1988     GOOD             USPSQD
 GG0632  HISTORY     - 19961102 GOOD             USPSQD
 GG0632  HISTORY     - 19981031 GOOD             USPSQD
 GG0632  HISTORY     - 20060805 GOOD             GEOCAC
 GG0632
 GG0632                          STATION DESCRIPTION
 GG0632
 GG0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0632'STATION IS IN THE NORTHWESTERN PART OF FAYETTEVILLE, ABOUT 3/4
 GG0632'MILE NW OF THE CENTER OF TOWN, ON THE CAMPUS OF THE UNIVERSITY OF
 GG0632'ARKANSAS.  THE MARK IS ABOUT 190 FEET E OF THE SE CORNER OF THE
 GG0632'MAIN BUILDING OF THE UNIVERSITY, 83 FEET SE OF A MEMORIAL
 GG0632'MONUMENT, AND 49 FEET W OF THE CONCRETE BASE OF A FLAGPOLE.
 GG0632'THE MARK PROJECTS 1 INCH.
 GG0632'
 GG0632'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0632'BRONZE DISKS SET IN CONCRETE.
 GG0632'
 GG0632'REFERENCE MARK NO. 1 IS WSW OF THE STATION, 10 INCHES W OF
 GG0632'A SIDE WALK, 17 FEET NE OF A CURB ON A DRIVEWAY, 50 FEET S OF
 GG0632'THE CENTER LINE OF BRICK WALK, AND 88 FEET SE OF THE SE CORNER
 GG0632'OF THE MAIN BUILDING. THE MARK PROJECTS 3 INCHES.
 GG0632'
 GG0632'REFERENCE MARK NO. 2 IS N OF THE STATION, 1 FOOT N OF THE
 GG0632'WALK LEADING TO THE E DOOR OF THE MAIN BUILDING, 75 FEET NE
 GG0632'OF THE MEMORIAL MONUMENT, AND 173 FEET E OF THE STEPS OF THE
 GG0632'MAIN BUILDING.  THE MARK PROJECTS 1 INCH.
 GG0632'
 GG0632'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 216.05 FEET.
 GG0632'
 GG0632'THE AZIMUTH MARK IS ENE OF THE STATION, ON THE EXTENSION OF
 GG0632'THE CENTER LINE OF IDA STREET, AT THE E END OF THE STREET,
 GG0632'100 FEET S OF THE INTERSECTION OF W. LAFAYETTE STREET AND GREGG
 GG0632'STREET, 18 FEET E OF THE CENTER LINE OF GREGG STREET, AND
 GG0632'25 FEET N OF A POWER LINE POLE.  THE MARK PROJECTS 6 INCHES.
 GG0632'
 GG0632'FAYETTEVILLE MAGNETIC STATION IS SSE OF THE STATION, 88.3
 GG0632'FEET SE OF THE SE CORNER OF THE ENGINEERING BUILDING, AND 89
 GG0632'FEET N OF THE STONE RETAINING WALL ALONG THE S SIDE OF THE
 GG0632'CAMPUS.  THE MARK IS A STANDARD U.S.C. AND G.S. MAGNETIC
 GG0632'STATION DISK SET IN TOP OF A 6-BY 6-INCH STONE POST WHICH IS
 GG0632'REINFORCED WITH A 12-INCH SQUARE BLOCK OF CONCRETE.  THE
 GG0632'MARK PROJECTS 1 INCH.
 GG0632'
 GG0632'A LIGHT 74 FEET ABOVE STATION SPRINGDALE COMES INTO VIEW
 GG0632'65 FEET ABOVE THIS STATION.
 GG0632'
 GG0632'A LIGHT 74 FEET ABOVE STATION KESSLER COMES INTO VIEW 50
 GG0632'FEET ABOVE THIS STATION.
 GG0632
 GG0632                          STATION RECOVERY (1939)
 GG0632
 GG0632'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1939
 GG0632'STATION RECOVERED.  AZIMUTH MARK STAMPED UNIVERSITY RESET 1938,
 GG0632'SET ON LINE FROM STATION TO AZIMUTH MARK 1935 AND 171.22
 GG0632'FEET FARTHER FROM STATION.  OLD AZIMUTH MARK REMOVED BECAUSE
 GG0632'OF CONSTRUCTION OF LAFAYETTE STREET VIADUCT.
 GG0632'
 GG0632'A STANDARD REFERENCE MARK DISK STAMPED UNIVERSITY AZIMUTH
 GG0632'1935 RECEIVED IN OFFICE FEB. 7, 1939.
 GG0632
 GG0632                          STATION RECOVERY (1960)
 GG0632
 GG0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0632'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 GG0632'MARKS FOUND IN GOOD CONDITION.  FAYETTEVILLE MAGNETIC STATION
 GG0632'WAS ALSO RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GG0632'CONSIDERABLE TIME WAS SPENT IN SEARCH FOR THE AZIMUTH MARK
 GG0632'BUT IT COULD NOT BE FOUND.  IT WAS REPORTED BY THE STATE
 GG0632'HIGHWAY DEPARTMENT THAT THIS MARK WAS RESET ON LINE AWAY
 GG0632'FROM THE STATION BUT THE 1938 DESCRIPTION WAS RATHER VAGUE.  IF
 GG0632'THIS MARK COULD BE RECOVERED IT IS VERY DOUBTFUL THAT IT
 GG0632'WOULD BE VISIBLE FROM THE GROUND AT THE STATION DUE TO TREES.
 GG0632'
 GG0632'THE MAIN BUILDING, REFERRED TO IN THE DESCRIPTION, IS A
 GG0632'LARGE BRICK BUILDING WITH BELL TOWERS AT THE NORTH AND SOUTH
 GG0632'ENDS.
 GG0632
 GG0632                          STATION RECOVERY (1971)
 GG0632
 GG0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EAB)
 GG0632'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 GG0632'CONDITION.  FAYETTEVILLE MAGNETIC STATION WAS ALSO RECOVERED IN GOOD
 GG0632'CONDITION.  THE AZIMUTH MARK WAS REPORTED DESTROYED IN 1960 BY
 GG0632'F. A. R. AND WAS NOT SEARCHED FOR AT THIS TIME.  FAYETTEVILLE
 GG0632'MAGNETIC STATION COULD BE USED FOR AN AZIMUTH.
 GG0632'
 GG0632'THE 1935 DESCRIPTION IS ADEQUATE FOR THE RECOVERY OF THE STATION.
 GG0632'
 GG0632'THE MAIN BUILDING, REFERRED TO IN THE 1935 DESCRIPTION, IS A LARGE
 GG0632'BRICK BUILDING WITH WHITE BELL TOWERS AT THE NORTH AND SOUTH ENDS.
 GG0632'
 GG0632'THE MARKS ARE ABOUT FLUSH WITH THE GROUND SURFACE.
 GG0632'
 GG0632'A TOWER CAN BE BUILT OVER THE STATION.
 GG0632
 GG0632                          STATION RECOVERY (1988)
 GG0632
 GG0632'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0632'RECOVERED IN GOOD CONDITION.
 GG0632
 GG0632                          STATION RECOVERY (1996)
 GG0632
 GG0632'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0632'RECOVERED IN GOOD CONDITION.
 GG0632
 GG0632                          STATION RECOVERY (1998)
 GG0632
 GG0632'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0632'RECOVERED IN GOOD CONDITION.
 GG0632
 GG0632                          STATION RECOVERY (2006)
 GG0632
 GG0632'RECOVERY NOTE BY GEOCACHING 2006 (CTO)
 GG0632'TRIANGULATION STATION RECOVERED IN GOOD SHAPE. MARK IS APPROX 12 FEET
 GG0632'WEST OF A LARGE PINE TREE WHICH COULD BLOCK SATELLITE VISIBILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1353 ***********************************************************************
 DL1353  DESIGNATION -  UPLAND
 DL1353  PID         -  DL1353
 DL1353  STATE/COUNTY-  AR/UNION
 DL1353  USGS QUAD   -  JUNCTION CITY (1981)
 DL1353
 DL1353                         *CURRENT SURVEY CONTROL
 DL1353  ___________________________________________________________________
 DL1353* NAD 83(1997)-  33 06 18.62551(N)    092 39 45.32007(W)     ADJUSTED  
 DL1353* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 DL1353  ___________________________________________________________________
 DL1353  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 DL1353  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL1353
 DL1353  HORZ ORDER  -  FIRST
 DL1353
 DL1353.The horizontal coordinates were established by classical geodetic methods
 DL1353.and adjusted by the National Geodetic Survey in September 1999..
 DL1353
 DL1353.The orthometric height was scaled from a topographic map.
 DL1353
 DL1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1353
 DL1353.The geoid height was determined by GEOID03.
 DL1353
 DL1353;                    North         East     Units Scale Factor Converg.
 DL1353;SPC AR S     -   448,837.497   338,149.914   MT  1.00004890   -0 22 15.0
 DL1353;SPC AR S     - 1,472,561.02  1,109,413.51   sFT  1.00004890   -0 22 15.0
 DL1353;SPC LA N     -   288,882.717   984,821.638   MT  1.00012944   -0 05 09.5
 DL1353;SPC LA N     -   947,776.05  3,231,035.66   sFT  1.00012944   -0 05 09.5
 DL1353;UTM  15      - 3,662,997.245   531,482.163   MT  0.99961222   +0 11 03.4
 DL1353
 DL1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1353!SPC AR S     -   0.99999189  x   1.00004890  =   1.00004079
 DL1353!SPC LA N     -   0.99999189  x   1.00012944  =   1.00012133
 DL1353!UTM  15      -   0.99999189  x   0.99961222  =   0.99960411
 DL1353
 DL1353|---------------------------------------------------------------------|
 DL1353| PID    Reference Object                     Distance      Geod. Az  |
 DL1353|                                                           dddmmss.s |
 DL1353| CY6672 UPLAND RM 1                          27.812 METERS 02903     |
 DL1353| DL1351 JUNCTION CITY LOT 8 7 AFC           APPROX. 4.4 KM 2161943.5 |
 DL1353| CY6671 UPLAND AZ MK                                       2495519.0 |
 DL1353| CY6673 UPLAND RM 2                          33.787 METERS 31738     |
 DL1353|---------------------------------------------------------------------|
 DL1353
 DL1353                          SUPERSEDED SURVEY CONTROL
 DL1353
 DL1353  NAD 83(1997)-  33 06 18.63456(N)    092 39 45.31323(W) AD(       ) 1
 DL1353  NAD 83(1986)-  33 06 18.63785(N)    092 39 45.31154(W) AD(       ) 1
 DL1353  NAD 27      -  33 06 18.14700(N)    092 39 44.75400(W) AD(       ) 1
 DL1353
 DL1353.Superseded values are not recommended for survey control.
 DL1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1353.See file dsdata.txt to determine how the superseded data were derived.
 DL1353
 DL1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3148262997(NAD 83)
 DL1353_MARKER: DS = TRIANGULATION STATION DISK
 DL1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1353_SP_SET: CONCRETE POST
 DL1353_STAMPING: UPLAND 1952
 DL1353_MARK LOGO: CGS   
 DL1353_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1353+STABILITY: SURFACE MOTION
 DL1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1353+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1992
 DL1353
 DL1353  HISTORY     - Date     Condition        Report By
 DL1353  HISTORY     - 1952     MONUMENTED       CGS
 DL1353  HISTORY     - 1952     GOOD             CGS
 DL1353  HISTORY     - 1964     GOOD             CGS
 DL1353  HISTORY     - 19921202 GOOD             NOS
 DL1353  HISTORY     - 20040926 GOOD             USPSQD
 DL1353
 DL1353                          STATION DESCRIPTION
 DL1353
 DL1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1353'THE STATION IS IN SECTION 4, T 19 S, R 15 W, 7 MILES SOUTH
 DL1353'OF EL DORADO, 7 MILES NORTHEAST OF JUNCTION CITY, 42 FEET
 DL1353'SOUTHWEST OF THE CENTER OF A DIRT ROAD, 12 FEET SOUTHWEST
 DL1353'OF A WIRE FENCE AND 10 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN
 DL1353'WITNESS POST.
 DL1353'
 DL1353'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 DL1353'AND STATE HIGHWAY 115 IN JUNCTION CITY, GO NORTHEASTERLY
 DL1353'ON U.S. HIGHWAY 167 FOR 7.35 MILES TO THE AZIMUTH MARK ON
 DL1353'THE LEFT, CONTINUE ON THE HIGHWAY FOR 0.25 MILES TO A CROSS
 DL1353'ROAD, TURN RIGHT, (SOUTHEAST) AND GO ON A DIRT ROAD FOR
 DL1353'0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DL1353'
 DL1353'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DL1353'UPLAND 1952.
 DL1353'
 DL1353'REFERENCE MARK 1 IS 52 FEET EAST OF A POWER LINE POLE, 48
 DL1353'FEET NORTHEAST OF THE CENTER OF THE DIRT ROAD AND 26 FEET
 DL1353'EAST OF THE CENTER OF A DRIVEWAY.  THE MARK PROJECTS 3 INCHES
 DL1353'AND THE DISK IS STAMPED UPLAND NO 1 1952.
 DL1353'
 DL1353'REFERENCE MARK 2 IS 33 FEET SOUTHWEST OF THE CENTER OF THE
 DL1353'DIRT ROAD AND 6 FEET SOUTHWEST OF A WIRE FENCE.  THE MARK
 DL1353'PROJECTS 4 INCHES AND THE DISK IS STAMPED UPLAND NO 2 1952.
 DL1353'
 DL1353'THE AZIMUTH MARK IS 41 FEET NORTHWEST OF THE CENTER OF U.S.
 DL1353'HIGHWAY 167, 9 FEET NORTHEAST OF AN 18-INCH PINE TREE, 2 FEET
 DL1353'NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT
 DL1353'SOUTHEAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 DL1353'THE DISK IS STAMPED UPLAND 1952.
 DL1353'
 DL1353'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1353
 DL1353                          STATION RECOVERY (1952)
 DL1353
 DL1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 DL1353'RECOVERED IN GOOD CONDITION.
 DL1353
 DL1353                          STATION RECOVERY (1964)
 DL1353
 DL1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1353'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1353'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 DL1353'IS ADEQUATE FOR RECOVERY.
 DL1353
 DL1353                          STATION RECOVERY (1992)
 DL1353
 DL1353'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL1353'RECOVERED IN GOOD CONDITION.
 DL1353
 DL1353                          STATION RECOVERY (2004)
 DL1353
 DL1353'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL1353'FOUND RM3.  STATION MARK, RM1 RM2 PROBABLY DESTROYED BY CONSTRUCTION
 DL1353'OF NEW BUILDING.  AZM NOT FOUND.
 DL1353' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1970 ***********************************************************************
 FF1970  DESIGNATION -  US ENGINEERS RADIO MAST
 FF1970  PID         -  FF1970
 FF1970  STATE/COUNTY-  AR/CRITTENDEN
 FF1970  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1970
 FF1970                         *CURRENT SURVEY CONTROL
 FF1970  ___________________________________________________________________
 FF1970* NAD 83(1997)-  35 07 54.89465(N)    090 05 48.66882(W)     ADJUSTED  
 FF1970* NAVD 88     -                                                        
 FF1970  ___________________________________________________________________
 FF1970  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FF1970  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1970
 FF1970  HORZ ORDER  -  THIRD
 FF1970
 FF1970.The horizontal coordinates were established by classical geodetic methods
 FF1970.and adjusted by the National Geodetic Survey in September 1999..
 FF1970
 FF1970
 FF1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1970
 FF1970.The geoid height was determined by GEOID03.
 FF1970
 FF1970;                    North         East     Units Scale Factor Converg.
 FF1970;SPC AR N     -    90,272.178   573,439.032   MT  0.99996690   +1 06 26.8
 FF1970;SPC AR N     -   296,167.97  1,881,357.89   sFT  0.99996690   +1 06 26.8
 FF1970;SPC TN       -    96,417.932   226,707.523   MT  1.00002294   -2 23 54.5
 FF1970;SPC TN       -   316,331.17    743,789.60   sFT  1.00002294   -2 23 54.5
 FF1970;UTM  15      - 3,891,530.682   764,529.692   MT  1.00046249   +1 40 17.8
 FF1970
 FF1970                          SUPERSEDED SURVEY CONTROL
 FF1970
 FF1970  NAD 83(1997)-  35 07 54.89466(N)    090 05 48.66878(W) AD(       ) 4
 FF1970  NAD 83(1997)-  35 07 54.89807(N)    090 05 48.66675(W) AD(       ) 4
 FF1970  NAD 83(1986)-  35 07 54.90511(N)    090 05 48.66957(W) AD(       ) 4
 FF1970  NAD 27      -  35 07 54.57200(N)    090 05 48.32900(W) AD(       ) 3
 FF1970
 FF1970.Superseded values are not recommended for survey control.
 FF1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1970.See file dsdata.txt to determine how the superseded data were derived.
 FF1970
 FF1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6453091531(NAD 83)
 FF1970_MARKER: 42 = RADIO/TV MAST
 FF1970
 FF1970  HISTORY     - Date     Condition        Report By
 FF1970  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF1970
 FF1970                          STATION DESCRIPTION
 FF1970
 FF1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF1970'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF WEST MEMPHIS
 FF1970'AND 0.3 MILE SOUTH-SOUTHWEST OF THE WEST END OF THE MEMPHIS-ARKANSAS
 FF1970'BRIDGE OVER THE MISSISSIPPI RIVER.  IT IS A 3 SIDED STEEL
 FF1970'TRUSSWORK STRUCTURE WITH AN OVERALL HEIGHT OF 300 FEET.
 FF1970'
 FF1970'THE POINT OBSERVED WAS A RED LIGHT ON THE TOP OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2870 ***********************************************************************
 EH2870  DESIGNATION -  USE
 EH2870  PID         -  EH2870
 EH2870  STATE/COUNTY-  AR/PHILLIPS
 EH2870  USGS QUAD   -  LEXA (1991)
 EH2870
 EH2870                         *CURRENT SURVEY CONTROL
 EH2870  ___________________________________________________________________
 EH2870* NAD 83(1997)-  34 37 17.55919(N)    090 46 04.33492(W)     ADJUSTED  
 EH2870* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2870  ___________________________________________________________________
 EH2870  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 EH2870  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH2870
 EH2870  HORZ ORDER  -  FIRST
 EH2870
 EH2870.The horizontal coordinates were established by classical geodetic methods
 EH2870.and adjusted by the National Geodetic Survey in September 1999..
 EH2870
 EH2870.The orthometric height was scaled from a topographic map.
 EH2870
 EH2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2870
 EH2870.The geoid height was determined by GEOID03.
 EH2870
 EH2870;                    North         East     Units Scale Factor Converg.
 EH2870;SPC AR S     -   617,504.944   512,988.216   MT  0.99997085   +0 41 22.6
 EH2870;SPC AR S     - 2,025,930.80  1,683,028.84   sFT  0.99997085   +0 41 22.6
 EH2870;UTM  15      - 3,833,340.480   704,637.340   MT  1.00011618   +1 16 07.1
 EH2870
 EH2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2870!SPC AR S     -   0.99999451  x   0.99997085  =   0.99996536
 EH2870!UTM  15      -   0.99999451  x   1.00011618  =   1.00011069
 EH2870
 EH2870|---------------------------------------------------------------------|
 EH2870| PID    Reference Object                     Distance      Geod. Az  |
 EH2870|                                                           dddmmss.s |
 EH2870| CY6675 USE RM 1                             50.585 METERS 07619     |
 EH2870| CY6676 USE RM 2                             16.068 METERS 31120     |
 EH2870| CY6677 USE RM 3                             15.092 METERS 31510     |
 EH2870| CY6674 USE AZ MK                                          3570604.8 |
 EH2870|---------------------------------------------------------------------|
 EH2870
 EH2870                          SUPERSEDED SURVEY CONTROL
 EH2870
 EH2870  NAD 83(1997)-  34 37 17.56157(N)    090 46 04.33378(W) AD(       ) 1
 EH2870  NAD 83(1997)-  34 37 17.56211(N)    090 46 04.33352(W) AD(       ) 1
 EH2870  NAD 83(1986)-  34 37 17.56701(N)    090 46 04.33306(W) AD(       ) 1
 EH2870  NAD 27      -  34 37 17.20550(N)    090 46 03.92640(W) AD(       ) 1
 EH2870
 EH2870.Superseded values are not recommended for survey control.
 EH2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2870.See file dsdata.txt to determine how the superseded data were derived.
 EH2870
 EH2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0463733340(NAD 83)
 EH2870_MARKER: DS = TRIANGULATION STATION DISK
 EH2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2870
 EH2870  HISTORY     - Date     Condition        Report By
 EH2870  HISTORY     - 1953     MONUMENTED       CGS
 EH2870  HISTORY     - 1955     GOOD             CGS
 EH2870  HISTORY     - 1964     GOOD             CGS
 EH2870
 EH2870                          STATION DESCRIPTION
 EH2870
 EH2870'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2870'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTH OF MARIANNA,
 EH2870'ARK., 10.0 MILES NORTHWEST OF WEST HELENA, AND 4.0 MILES
 EH2870'SOUTHEAST OF RONDO.  THE STATION MARK IS LOCATED 88 FEET
 EH2870'EAST OF CENTER LINE OF STATE ROUTE NO. 1 AND 21.8 FEET SOUTH
 EH2870'OF CENTER LINE OF DRIVEWAY.  MARK IS STAMPED USE 1953 AND
 EH2870'IS FLUSH WITH THE GROUND.
 EH2870'
 EH2870'R.M.NO. 1 IS 251 FEET EAST OF CENTER LINE OF STATE ROUTE
 EH2870'NO. 1, 15 FEET NORTH OF CENTER OF A DRIVEWAY AND 1.0 FOOT
 EH2870'WEST OF A POWERLINE POLE.  REFERENCE MARK IS STAMPED USE
 EH2870'1953 NO 1 AND PROJECTS 4 INCHES.
 EH2870'
 EH2870'R.M.NO. 2 IS 51 FEET EAST OF STATE ROUTE NO. 1, 15 FEET
 EH2870'NORTH OF CENTER LINE OF A DRIVEWAY AND IS 1.5 FEET SOUTH
 EH2870'OF A POWERLINE POLE.  REFERENCE MARK IS STAMPED USE 1953
 EH2870'NO 2 AND PROJECTS 4 INCHES.
 EH2870'
 EH2870'DISTANCE BETWEEN R.M.NO. 2 AND R.M.NO. 1 IS 200.9 FEET.
 EH2870'
 EH2870'AZIMUTH MARK IS 33 FEET WEST OF CENTER LINE OF STATE ROUTE
 EH2870'NO. 1, 9 FEET EAST OF A FENCE CORNER, 8.5 FEET SOUTH OF
 EH2870'A ROCK GATE POST, 1 FOOT WEST OF A WHITE WITNESS POST AND
 EH2870'1 FOOT SOUTH OF A POWERLINE POLE.  MARK IS STAMPED USE 1953
 EH2870'AND PROJECTS 4 INCHES.
 EH2870'
 EH2870'TO REACH FROM THE POST OFFICE IN MARIANNA, GO WEST ON MAIN
 EH2870'STREET FOR 0.4 MILES TO THE JUNCTION OF STATE ROUTE NO.
 EH2870'1, TURN LEFT AND GO SOUTH FOR 10.0 MILES TO THE AZIMUTH
 EH2870'MARK ON THE RIGHT, AS DESCRIBED, CONTINUE 0.5 MILES TO THE
 EH2870'STATION ON THE LEFT AS DESCRIBED.
 EH2870'
 EH2870'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH2870
 EH2870                          STATION RECOVERY (1955)
 EH2870
 EH2870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 EH2870'THE STATION WAS VISITED 8-25-55 AND THE STATION MARK, AZIMUTH
 EH2870'MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 EH2870'REFERENCE MARK NO. 2 WAS DESTROYED IN 1954 DURING CONSTRUCTION
 EH2870'ALONG STATE HIGHWAY NO. 1.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 EH2870'DUE TO THE CONSTRUCTION WORK ALONG THE HIGHWAY,CHANGES WERE
 EH2870'FOUND IN THE DESCRIPTION.
 EH2870'
 EH2870'A NEW DESCRIPTION FOLLOWS-
 EH2870'
 EH2870'THE STATION IS LOCATED 10.5 MILES SOUTH OF MARIANNA, 10
 EH2870'MILES NORTHWEST OF W. HELENA AND 4 MILES SOUTHEAST OF RONDO
 EH2870'ON PROPERTY OWNED BY BEN RIVES AND IN THE NORTHWEST CORNER
 EH2870'OF A CULTIVATED FIELD WEST OF THE RIVES HOME.  IT IS 94
 EH2870'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 1, 20 FEET
 EH2870'SOUTH OF THE CENTER OF THE DRIVEWAY TO THE RIVES HOME, 33
 EH2870'FEET EAST OF A FENCE CORNER, 48 FEET SOUTHEAST OF A POWER
 EH2870'POLE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF THE HIGHWAY
 EH2870'AND THE DRIVEWAY, 6 FEET SOUTH OF THE SECOND SMALL BUSH
 EH2870'ON THE SOUTH SIDE OF THE DRIVEWAY AND 1 FOOT SOUTH OF A
 EH2870'FENCE LINE.  IT IS A STANDARD DISK, STAMPED USE 1953, FLUSH
 EH2870'WITH THE GROUND.
 EH2870'
 EH2870'REFERENCE MARK NO. 1 IS 165.96 FEET EAST-NORTHEAST OF THE
 EH2870'STATION, 256 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 EH2870'15 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT WEST
 EH2870'OF A POWER POLE.  IT IS AT THE SOUTH EDGE OF A CULTIVATED
 EH2870'FIELD.  IT IS A STANDARD DISK STAMPED USE NO 1 1953, PROJECTING
 EH2870'4 INCHES.
 EH2870'
 EH2870'REFERENCE MARK NO. 3 IS 49.52 FEET NORTHWEST OF THE STATION
 EH2870'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF THE HIGHWAY
 EH2870'AND THE DRIVEWAY TO THE RIVES HOME, 60 FEET EAST OF THE
 EH2870'CENTERLINE OF THE HIGHWAY, 34 FEET NORTH OF A FENCE CORNER,
 EH2870'15 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT WEST
 EH2870'OF A POWER POLE.  IT IS IN THE SOUTHWEST CORNER OF A CULTIVATED
 EH2870'FIELD.  IT IS A STANDARD DISK, STAMPED USE NO 3 1953,
 EH2870'PROJECTING 6 INCHES.
 EH2870'
 EH2870'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 196.2
 EH2870'FEET.
 EH2870'
 EH2870'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION, 33 FEET
 EH2870'WEST OF THE CENTERLINE OF STATE HIGHWAY 1, 24 FEET EAST
 EH2870'OF A POWER POLE, 30 FEET EAST-SOUTHEAST OF THE SOUTH ONE
 EH2870'OF TWO STONE GATE PILLARS, 20 FEET SOUTH OF THE CENTER OF
 EH2870'THE DRIVEWAY TO THE G.B. MARKHEM HOME, 1.5 FEET WEST OF
 EH2870'A WITNESS POST AND 45 FEET SOUTH OF A MAPLE TREE IN THE
 EH2870'FRONT YARD OF THE MARKHEM HOME.  IT IS A STANDARD DISK,
 EH2870'STAMPED USE 1953, PROJECTING 8 INCHES.
 EH2870'
 EH2870'TO REACH THE STATION FROM THE POST OFFICE IN MARIANNA, GO
 EH2870'WEST ON MAIN STREET FOR 0.4 MILE TO THE TRAFFIC LIGHT AND
 EH2870'THE JUNCTION WITH STATE HIGHWAY 1, TURN LEFT, SOUTH, AND
 EH2870'GO 10.0 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 EH2870'FOR 0.5 MILE TO THE STATION ON THE LEFT.
 EH2870
 EH2870                          STATION RECOVERY (1964)
 EH2870
 EH2870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 EH2870'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EH2870'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1146 ***********************************************************************
 EH1146  DESIGNATION -  V
 EH1146  PID         -  EH1146
 EH1146  STATE/COUNTY-  AR/MONROE
 EH1146  USGS QUAD   -  BRINKLEY (1971)
 EH1146
 EH1146                         *CURRENT SURVEY CONTROL
 EH1146  ___________________________________________________________________
 EH1146* NAD 83(1986)-  34 53 17.     (N)    091 11 25.     (W)     SCALED    
 EH1146* NAVD 88     -        62.471  (meters)     204.96   (feet)  POSTED    
 EH1146  ___________________________________________________________________
 EH1146  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1146  DYNAMIC HT  -          62.410 (meters)     204.76  (feet)  COMP
 EH1146  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 EH1146
 EH1146  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EH1146
 EH1146.The horizontal coordinates were scaled from a topographic map and have
 EH1146.an estimated accuracy of +/- 6 seconds.
 EH1146
 EH1146.The orthometric height was determined by differential leveling
 EH1146.and adjusted by the National Geodetic Survey in 1992..
 EH1146.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EH1146.rate of 3.1 thru 4.0 mm/km.
 EH1146
 EH1146.The geoid height was determined by GEOID03.
 EH1146
 EH1146.The dynamic height is computed by dividing the NAVD 88
 EH1146.geopotential number by the normal gravity value computed on the
 EH1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1146.degrees latitude (g = 980.6199 gals.).
 EH1146
 EH1146.The modeled gravity was interpolated from observed gravity values.
 EH1146
 EH1146;                    North         East    Units  Estimated Accuracy
 EH1146;SPC AR S     -   646,680.      474,020.      MT  (+/- 180 meters Scaled)
 EH1146
 EH1146                          SUPERSEDED SURVEY CONTROL
 EH1146
 EH1146  NGVD 29 (??/??/??)   62.431  (m)          204.83   (f) ADJUSTED    1 2
 EH1146
 EH1146.Superseded values are not recommended for survey control.
 EH1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1146.See file dsdata.txt to determine how the superseded data were derived.
 EH1146
 EH1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU653621(NAD 83)
 EH1146_MARKER: Z = SEE DESCRIPTION
 EH1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1146_STAMPING: V
 EH1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1146+STABILITY: SURFACE MOTION
 EH1146
 EH1146  HISTORY     - Date     Condition        Report By
 EH1146  HISTORY     - UNK      MONUMENTED       CGS
 EH1146  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1146
 EH1146                          STATION DESCRIPTION
 EH1146
 EH1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1146'IN BRINKLEY.
 EH1146'AT BRINKLEY, ABOUT 165 FEET SOUTHEAST OF THE CHICAGO, ROCK ISLAND AND
 EH1146'PACIFIC RAILWAY STATION, ABOUT 100 FEET SOUTH OF THE TRACK, 138 FEET
 EH1146'EAST OF THE MAIN-LINE TRACK OF THE ST. LOUIS SOUTHWESTERN RAILWAY, 23
 EH1146'FEET SOUTHEAST OF THE CENTER LINE OF A WYE TRACK, AND IN THE NORTHEAST
 EH1146'CORNER OF A LOT OWNED BY JAMES GUNN.  A STONE POST, MARKED V.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0471 ***********************************************************************
 GE0471  DESIGNATION -  V 1
 GE0471  PID         -  GE0471
 GE0471  STATE/COUNTY-  AR/SHARP
 GE0471  USGS QUAD   -  WILLIFORD (1981)
 GE0471
 GE0471                         *CURRENT SURVEY CONTROL
 GE0471  ___________________________________________________________________
 GE0471* NAD 83(1986)-  36 15 03.     (N)    091 21 24.     (W)     SCALED    
 GE0471* NAVD 88     -        98.148  (meters)     322.01   (feet)  ADJUSTED  
 GE0471  ___________________________________________________________________
 GE0471  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GE0471  DYNAMIC HT  -          98.066 (meters)     321.74  (feet)  COMP
 GE0471  MODELED GRAV-     979,797.0   (mgal)                       NAVD 88
 GE0471
 GE0471  VERT ORDER  -  FIRST     CLASS II
 GE0471
 GE0471.The horizontal coordinates were scaled from a topographic map and have
 GE0471.an estimated accuracy of +/- 6 seconds.
 GE0471
 GE0471.The orthometric height was determined by differential leveling
 GE0471.and adjusted by the National Geodetic Survey in June 1991..
 GE0471
 GE0471.The geoid height was determined by GEOID03.
 GE0471
 GE0471.The dynamic height is computed by dividing the NAVD 88
 GE0471.geopotential number by the normal gravity value computed on the
 GE0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0471.degrees latitude (g = 980.6199 gals.).
 GE0471
 GE0471.The modeled gravity was interpolated from observed gravity values.
 GE0471
 GE0471;                    North         East    Units  Estimated Accuracy
 GE0471;SPC AR N     -   212,930.      457,820.      MT  (+/- 180 meters Scaled)
 GE0471
 GE0471                          SUPERSEDED SURVEY CONTROL
 GE0471
 GE0471  NGVD 29 (??/??/92)   98.045  (m)          321.67   (f) ADJ UNCH    1 2
 GE0471
 GE0471.Superseded values are not recommended for survey control.
 GE0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0471.See file dsdata.txt to determine how the superseded data were derived.
 GE0471
 GE0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA476130(NAD 83)
 GE0471_MARKER: DB = BENCH MARK DISK
 GE0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0471_SP_SET: WATER TANK PEDESTAL
 GE0471_STAMPING: 321.669 V 1 1928
 GE0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0471
 GE0471  HISTORY     - Date     Condition        Report By
 GE0471  HISTORY     - 1928     MONUMENTED       CGS
 GE0471  HISTORY     - 1944     GOOD             NGS
 GE0471  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0471
 GE0471                          STATION DESCRIPTION
 GE0471
 GE0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0471'AT WILLIFORD.
 GE0471'AT WILLIFORD, JUST SOUTH OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0471'STATION, AT A STEEL WATER TANK, IN THE NORTH WEST CORNER OF THE
 GE0471'NORTH CONCRETE PEDESTAL, AND ABOUT 2 FEET ABOVE THE GROUND.
 GE0471
 GE0471                          STATION RECOVERY (1944)
 GE0471
 GE0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0471'RECOVERED IN GOOD CONDITION.
 GE0471
 GE0471                          STATION RECOVERY (1992)
 GE0471
 GE0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0471'THE WATER TANK HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0299 ***********************************************************************
 EJ0299  DESIGNATION -  V 10
 EJ0299  PID         -  EJ0299
 EJ0299  STATE/COUNTY-  AR/PULASKI
 EJ0299  USGS QUAD   -  SWEET HOME (1986)
 EJ0299
 EJ0299                         *CURRENT SURVEY CONTROL
 EJ0299  ___________________________________________________________________
 EJ0299* NAD 83(1986)-  34 44 02.     (N)    092 14 52.     (W)     SCALED    
 EJ0299* NAVD 88     -        80.419  (meters)     263.84   (feet)  ADJUSTED  
 EJ0299  ___________________________________________________________________
 EJ0299  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EJ0299  DYNAMIC HT  -          80.344 (meters)     263.60  (feet)  COMP
 EJ0299  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EJ0299
 EJ0299  VERT ORDER  -  FIRST     CLASS II
 EJ0299
 EJ0299.The horizontal coordinates were scaled from a topographic map and have
 EJ0299.an estimated accuracy of +/- 6 seconds.
 EJ0299
 EJ0299.The orthometric height was determined by differential leveling
 EJ0299.and adjusted by the National Geodetic Survey in June 1991..
 EJ0299
 EJ0299.The geoid height was determined by GEOID03.
 EJ0299
 EJ0299.The dynamic height is computed by dividing the NAVD 88
 EJ0299.geopotential number by the normal gravity value computed on the
 EJ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0299.degrees latitude (g = 980.6199 gals.).
 EJ0299
 EJ0299.The modeled gravity was interpolated from observed gravity values.
 EJ0299
 EJ0299;                    North         East    Units  Estimated Accuracy
 EJ0299;SPC AR S     -   629,320.      377,310.      MT  (+/- 180 meters Scaled)
 EJ0299
 EJ0299                          SUPERSEDED SURVEY CONTROL
 EJ0299
 EJ0299  NGVD 29 (??/??/92)   80.466  (m)          264.00   (f) ADJ UNCH    1 2
 EJ0299
 EJ0299.Superseded values are not recommended for survey control.
 EJ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0299.See file dsdata.txt to determine how the superseded data were derived.
 EJ0299
 EJ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU688437(NAD 83)
 EJ0299_MARKER: DB = BENCH MARK DISK
 EJ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0299_STAMPING: 263.996 V 10 1932
 EJ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0299+STABILITY: SURFACE MOTION
 EJ0299
 EJ0299  HISTORY     - Date     Condition        Report By
 EJ0299  HISTORY     - 1932     MONUMENTED       CGS
 EJ0299  HISTORY     - 1934     GOOD             NGS
 EJ0299  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0299  HISTORY     - 198504   MARK NOT FOUND   USGS
 EJ0299
 EJ0299                          STATION DESCRIPTION
 EJ0299
 EJ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ0299'IN LITTLE ROCK.
 EJ0299'AT LITTLE ROCK, PULASKI COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 EJ0299'PACIFIC RAILWAY, AT THE EAST FIFTEENTH STREET CROSSING, 24 FEET EAST
 EJ0299'OF THE CENTERLINE OF THE NORTH-BOUND TRACK, 18 FEET NORTH OF THE
 EJ0299'CENTERLINE OF THE STREET, AND 14 FEET SOUTHWEST OF THE SOUTHWEST
 EJ0299'CORNER OF THE DAVIS RUBBER CO. BUILDING.  A STANDARD DISK, STAMPED
 EJ0299'263.996 V 10 1932 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0299
 EJ0299                          STATION RECOVERY (1984)
 EJ0299
 EJ0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0299'NOT RECOVERED, ASSUMED DESTROYED WHEN STREET WAS REROUTED.
 EJ0299
 EJ0299                          STATION RECOVERY (1985)
 EJ0299
 EJ0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (FSS)
 EJ0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0235 ***********************************************************************
 EJ0235  DESIGNATION -  V 100
 EJ0235  PID         -  EJ0235
 EJ0235  STATE/COUNTY-  AR/PULASKI
 EJ0235  USGS QUAD   -  MAYFLOWER (1987)
 EJ0235
 EJ0235                         *CURRENT SURVEY CONTROL
 EJ0235  ___________________________________________________________________
 EJ0235* NAD 83(1986)-  34 54 30.     (N)    092 28 06.     (W)     SCALED    
 EJ0235* NAVD 88     -        80.494  (meters)     264.09   (feet)  ADJUSTED  
 EJ0235  ___________________________________________________________________
 EJ0235  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EJ0235  DYNAMIC HT  -          80.418 (meters)     263.84  (feet)  COMP
 EJ0235  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 EJ0235
 EJ0235  VERT ORDER  -  SECOND    CLASS 0
 EJ0235
 EJ0235.The horizontal coordinates were scaled from a topographic map and have
 EJ0235.an estimated accuracy of +/- 6 seconds.
 EJ0235
 EJ0235.The orthometric height was determined by differential leveling
 EJ0235.and adjusted by the National Geodetic Survey in June 1991..
 EJ0235
 EJ0235.The geoid height was determined by GEOID03.
 EJ0235
 EJ0235.The dynamic height is computed by dividing the NAVD 88
 EJ0235.geopotential number by the normal gravity value computed on the
 EJ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0235.degrees latitude (g = 980.6199 gals.).
 EJ0235
 EJ0235.The modeled gravity was interpolated from observed gravity values.
 EJ0235
 EJ0235;                    North         East    Units  Estimated Accuracy
 EJ0235;SPC AR S     -   648,740.      357,200.      MT  (+/- 180 meters Scaled)
 EJ0235
 EJ0235                          SUPERSEDED SURVEY CONTROL
 EJ0235
 EJ0235  NGVD 29 (??/??/92)   80.547  (m)          264.26   (f) ADJ UNCH    2 0
 EJ0235
 EJ0235.Superseded values are not recommended for survey control.
 EJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0235.See file dsdata.txt to determine how the superseded data were derived.
 EJ0235
 EJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU485630(NAD 83)
 EJ0235_MARKER: DB = BENCH MARK DISK
 EJ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0235_STAMPING: V 100 1935
 EJ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0235+STABILITY: SURFACE MOTION
 EJ0235
 EJ0235  HISTORY     - Date     Condition        Report By
 EJ0235  HISTORY     - 1935     MONUMENTED       CGS
 EJ0235  HISTORY     - 1953     MARK NOT FOUND   NGS
 EJ0235  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 EJ0235
 EJ0235                          STATION DESCRIPTION
 EJ0235
 EJ0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EJ0235'2.1 MI E FROM ROLAND.
 EJ0235'2.1 MILES EAST ALONG A DIRT ROAD TO THE WEST BANK OF THE ARKANSAS
 EJ0235'RIVER FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION AT
 EJ0235'ROLAND, ON THE EAST BOUNDARY LINE OF THE DR. W.A. NALON PROPERTY, 50
 EJ0235'FEET NORTH OF THE ROAD, 6 FEET WEST OF THE TOP EDGE OF THE RIVER BANK,
 EJ0235'AND 4 FEET WEST OF A 48-INCH PECAN TREE.  A STANDARD DISK, STAMPED V
 EJ0235'100 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0235
 EJ0235                          STATION RECOVERY (1991)
 EJ0235
 EJ0235'RECOVERY NOTE BY US POWER SQUADRON 1991 (JH)
 EJ0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1121 ***********************************************************************
 FG1121  DESIGNATION -  V 101
 FG1121  PID         -  FG1121
 FG1121  STATE/COUNTY-  AR/YELL
 FG1121  USGS QUAD   -  CASA (1972)
 FG1121
 FG1121                         *CURRENT SURVEY CONTROL
 FG1121  ___________________________________________________________________
 FG1121* NAD 83(1986)-  35 07 11.     (N)    093 02 10.     (W)     SCALED    
 FG1121* NAVD 88     -        96.331  (meters)     316.05   (feet)  ADJUSTED  
 FG1121  ___________________________________________________________________
 FG1121  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FG1121  DYNAMIC HT  -          96.239 (meters)     315.74  (feet)  COMP
 FG1121  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 FG1121
 FG1121  VERT ORDER  -  SECOND    CLASS 0
 FG1121
 FG1121.The horizontal coordinates were scaled from a topographic map and have
 FG1121.an estimated accuracy of +/- 6 seconds.
 FG1121
 FG1121.The orthometric height was determined by differential leveling
 FG1121.and adjusted by the National Geodetic Survey in June 1991..
 FG1121
 FG1121.The geoid height was determined by GEOID03.
 FG1121
 FG1121.The dynamic height is computed by dividing the NAVD 88
 FG1121.geopotential number by the normal gravity value computed on the
 FG1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1121.degrees latitude (g = 980.6199 gals.).
 FG1121
 FG1121.The modeled gravity was interpolated from observed gravity values.
 FG1121
 FG1121;                    North         East    Units  Estimated Accuracy
 FG1121;SPC AR N     -    87,740.      305,560.      MT  (+/- 180 meters Scaled)
 FG1121
 FG1121                          SUPERSEDED SURVEY CONTROL
 FG1121
 FG1121  NGVD 29 (??/??/92)   96.334  (m)          316.06   (f) ADJ UNCH    2 0
 FG1121
 FG1121.Superseded values are not recommended for survey control.
 FG1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1121.See file dsdata.txt to determine how the superseded data were derived.
 FG1121
 FG1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU967863(NAD 83)
 FG1121_MARKER: DB = BENCH MARK DISK
 FG1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1121_STAMPING: V 101 1935
 FG1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1121+STABILITY: SURFACE MOTION
 FG1121
 FG1121  HISTORY     - Date     Condition        Report By
 FG1121  HISTORY     - 1935     MONUMENTED       CGS
 FG1121  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG1121
 FG1121                          STATION DESCRIPTION
 FG1121
 FG1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1121'3.1 MI SW FROM REID FERRY.
 FG1121'3.1 MILES SOUTHWEST ALONG THE CARDEN BOTTOM ROAD FROM THE SOUTH
 FG1121'LANDING AT REID FERRY, 1.6 MILES WEST OF A CABLE BRIDGE OVER PETIT
 FG1121'JEAN CREEK, 1.1 MILES SOUTHWEST OF THE C.L. POTTS STORE, AT THE
 FG1121'INTERSECTION OF A DIRT ROAD TO THE CABLE BRIDGE, 27 FEET NORTHWEST OF
 FG1121'THE CENTERLINE OF THE ROAD, 13.4 FEET NORTHEAST OF THE SOUTH CORNER OF
 FG1121'A FENCE, AND 1 FOOT SOUTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED
 FG1121'V 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1121
 FG1121                          STATION RECOVERY (1972)
 FG1121
 FG1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1079 ***********************************************************************
 EJ1079  DESIGNATION -  V 105
 EJ1079  PID         -  EJ1079
 EJ1079  STATE/COUNTY-  AR/PERRY
 EJ1079  USGS QUAD   -  STEVE (1968)
 EJ1079
 EJ1079                         *CURRENT SURVEY CONTROL
 EJ1079  ___________________________________________________________________
 EJ1079* NAD 83(1986)-  34 47 30.     (N)    093 16 26.     (W)     SCALED    
 EJ1079* NAVD 88     -       344.125  (meters)    1129.02   (feet)  ADJUSTED  
 EJ1079  ___________________________________________________________________
 EJ1079  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EJ1079  DYNAMIC HT  -         343.781 (meters)    1127.89  (feet)  COMP
 EJ1079  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 EJ1079
 EJ1079  VERT ORDER  -  SECOND    CLASS 0
 EJ1079
 EJ1079.The horizontal coordinates were scaled from a topographic map and have
 EJ1079.an estimated accuracy of +/- 6 seconds.
 EJ1079
 EJ1079.The orthometric height was determined by differential leveling
 EJ1079.and adjusted by the National Geodetic Survey in June 1991..
 EJ1079
 EJ1079.The geoid height was determined by GEOID03.
 EJ1079
 EJ1079.The dynamic height is computed by dividing the NAVD 88
 EJ1079.geopotential number by the normal gravity value computed on the
 EJ1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1079.degrees latitude (g = 980.6199 gals.).
 EJ1079
 EJ1079.The modeled gravity was interpolated from observed gravity values.
 EJ1079
 EJ1079;                    North         East    Units  Estimated Accuracy
 EJ1079;SPC AR N     -    51,600.      283,420.      MT  (+/- 180 meters Scaled)
 EJ1079
 EJ1079                          SUPERSEDED SURVEY CONTROL
 EJ1079
 EJ1079  NGVD 29 (??/??/92)  344.085  (m)         1128.89   (f) ADJ UNCH    2 0
 EJ1079
 EJ1079.Superseded values are not recommended for survey control.
 EJ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1079.See file dsdata.txt to determine how the superseded data were derived.
 EJ1079
 EJ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU749499(NAD 83)
 EJ1079_MARKER: DB = BENCH MARK DISK
 EJ1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1079_STAMPING: V 105 1935
 EJ1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1079+STABILITY: SURFACE MOTION
 EJ1079
 EJ1079  HISTORY     - Date     Condition        Report By
 EJ1079  HISTORY     - 1935     MONUMENTED       CGS
 EJ1079  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ1079  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ1079
 EJ1079                          STATION DESCRIPTION
 EJ1079
 EJ1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1079'2.0 MI E FROM GLADSTONE.
 EJ1079'IN PERRY COUNTY, 2.0 MILES EAST ALONG THE NORTH FORK ROAD FROM THE JOE
 EJ1079'TERRY LOG HOUSE AT GLADSTONE, GARLAND COUNTY, THENCE 4.4 MILES NORTH
 EJ1079'ALONG THE POTATO HILL ROAD.  1.9 MILES SOUTH OF THE JUNCTION OF THE
 EJ1079'DRY FORK ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD, 15.5 FEET EAST
 EJ1079'OF THE CENTER LINE OF THE ROAD, 10 FEET NORTHWEST OF THE CENTER LINE
 EJ1079'OF A DRAINAGE DITCH, AND 3 FEET SOUTHEAST OF A 24-INCH BLAZED PINE
 EJ1079'TREE.  A STANDARD DISK, STAMPED V 105 1935 AND SET IN THE TOP OF A
 EJ1079'CONCRETE POST.
 EJ1079
 EJ1079                          STATION RECOVERY (1968)
 EJ1079
 EJ1079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0654 ***********************************************************************
 FG0654  DESIGNATION -  V 106
 FG0654  PID         -  FG0654
 FG0654  STATE/COUNTY-  AR/POPE
 FG0654  USGS QUAD   -  SMYRNA (1980)
 FG0654
 FG0654                         *CURRENT SURVEY CONTROL
 FG0654  ___________________________________________________________________
 FG0654* NAD 83(1986)-  35 39 02.     (N)    092 55 23.     (W)     SCALED    
 FG0654* NAVD 88     -       288.409  (meters)     946.22   (feet)  ADJUSTED  
 FG0654  ___________________________________________________________________
 FG0654  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG0654  DYNAMIC HT  -         288.139 (meters)     945.34  (feet)  COMP
 FG0654  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FG0654
 FG0654  VERT ORDER  -  SECOND    CLASS 0
 FG0654
 FG0654.The horizontal coordinates were scaled from a topographic map and have
 FG0654.an estimated accuracy of +/- 6 seconds.
 FG0654
 FG0654.The orthometric height was determined by differential leveling
 FG0654.and adjusted by the National Geodetic Survey in June 1991..
 FG0654
 FG0654.The geoid height was determined by GEOID03.
 FG0654
 FG0654.The dynamic height is computed by dividing the NAVD 88
 FG0654.geopotential number by the normal gravity value computed on the
 FG0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0654.degrees latitude (g = 980.6199 gals.).
 FG0654
 FG0654.The modeled gravity was interpolated from observed gravity values.
 FG0654
 FG0654;                    North         East    Units  Estimated Accuracy
 FG0654;SPC AR N     -   146,530.      316,420.      MT  (+/- 180 meters Scaled)
 FG0654
 FG0654                          SUPERSEDED SURVEY CONTROL
 FG0654
 FG0654  NGVD 29 (??/??/92)  288.347  (m)          946.02   (f) ADJ UNCH    2 0
 FG0654
 FG0654.Superseded values are not recommended for survey control.
 FG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0654.See file dsdata.txt to determine how the superseded data were derived.
 FG0654
 FG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV069451(NAD 83)
 FG0654_MARKER: DB = BENCH MARK DISK
 FG0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0654_STAMPING: V 106 1935
 FG0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0654+STABILITY: SURFACE MOTION
 FG0654
 FG0654  HISTORY     - Date     Condition        Report By
 FG0654  HISTORY     - 1935     MONUMENTED       CGS
 FG0654  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0654
 FG0654                          STATION DESCRIPTION
 FG0654
 FG0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0654'IN SMYRNA.
 FG0654'AT SMYRNA, POPE COUNTY, 0.2 MILE WEST OF ILLINOIS BAYOU, 109 FEET
 FG0654'NORTHEAST OF THE NORTHEAST CORNER OF THE POST OFFICE, 23 FEET SOUTH OF
 FG0654'THE CENTERLINE OF THE LOST CORNER ROAD, INSIDE A CURVE AT THE BOTTOM
 FG0654'OF A HILL, 25 FEET WEST OF A FENCE CORNER, 3 1/2 FEET NORTH OF A
 FG0654'FENCE, 7 FEET EAST OF A ROCK LEDGE, AND LEVEL WITH THE ROAD.  A
 FG0654'STANDARD DISK, STAMPED V 106 1935 AND SET IN THE TOP OF A CONCRETE
 FG0654'POST.
 FG0654
 FG0654                          STATION RECOVERY (1976)
 FG0654
 FG0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1578 ***********************************************************************
 EJ1578  DESIGNATION -  V 107
 EJ1578  PID         -  EJ1578
 EJ1578  STATE/COUNTY-  AR/LONOKE
 EJ1578  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1578
 EJ1578                         *CURRENT SURVEY CONTROL
 EJ1578  ___________________________________________________________________
 EJ1578* NAD 83(1986)-  34 47 07.     (N)    092 01 29.     (W)     SCALED    
 EJ1578* NAVD 88     -        72.275  (meters)     237.12   (feet)  ADJUSTED  
 EJ1578  ___________________________________________________________________
 EJ1578  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EJ1578  DYNAMIC HT  -          72.209 (meters)     236.91  (feet)  COMP
 EJ1578  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 EJ1578
 EJ1578  VERT ORDER  -  FIRST     CLASS II
 EJ1578
 EJ1578.The horizontal coordinates were scaled from a topographic map and have
 EJ1578.an estimated accuracy of +/- 6 seconds.
 EJ1578
 EJ1578.The orthometric height was determined by differential leveling
 EJ1578.and adjusted by the National Geodetic Survey in June 1991..
 EJ1578
 EJ1578.The geoid height was determined by GEOID03.
 EJ1578
 EJ1578.The dynamic height is computed by dividing the NAVD 88
 EJ1578.geopotential number by the normal gravity value computed on the
 EJ1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1578.degrees latitude (g = 980.6199 gals.).
 EJ1578
 EJ1578.The modeled gravity was interpolated from observed gravity values.
 EJ1578
 EJ1578;                    North         East    Units  Estimated Accuracy
 EJ1578;SPC AR S     -   634,990.      397,740.      MT  (+/- 180 meters Scaled)
 EJ1578
 EJ1578                          SUPERSEDED SURVEY CONTROL
 EJ1578
 EJ1578  NGVD 29 (??/??/92)   72.301  (m)          237.21   (f) ADJ UNCH    1 2
 EJ1578
 EJ1578.Superseded values are not recommended for survey control.
 EJ1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1578.See file dsdata.txt to determine how the superseded data were derived.
 EJ1578
 EJ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU892496(NAD 83)
 EJ1578_MARKER: DB = BENCH MARK DISK
 EJ1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1578_STAMPING: V 107 1954
 EJ1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1578+STABILITY: SURFACE MOTION
 EJ1578
 EJ1578  HISTORY     - Date     Condition        Report By
 EJ1578  HISTORY     - 1954     MONUMENTED       CGS
 EJ1578  HISTORY     - 1967     GOOD             NGS
 EJ1578
 EJ1578                          STATION DESCRIPTION
 EJ1578
 EJ1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ1578'2.0 MI E FROM KERR.
 EJ1578'IT IS 2.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ1578'RAILROAD FROM KERR, 90.2 FEET SOUTH OF THE SOUTH RAIL, 56 FEET
 EJ1578'SOUTHWEST OF A TELEPHONE LINE POLE, 44 FEET EAST OF A 12 INCH OAK
 EJ1578'TREE, 44 FEET NORTHEAST OF THE CENTER OF A T-INTERSECTION OF FIELD
 EJ1578'ROADS, 1 FOOT NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EJ1578'ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2199 ***********************************************************************
 EH2199  DESIGNATION -  V 108
 EH2199  PID         -  EH2199
 EH2199  STATE/COUNTY-  AR/PRAIRIE
 EH2199  USGS QUAD   -  HAZEN (1994)
 EH2199
 EH2199                         *CURRENT SURVEY CONTROL
 EH2199  ___________________________________________________________________
 EH2199* NAD 83(1986)-  34 46 50.     (N)    091 36 35.     (W)     SCALED    
 EH2199* NAVD 88     -        70.313  (meters)     230.69   (feet)  ADJUSTED  
 EH2199  ___________________________________________________________________
 EH2199  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2199  DYNAMIC HT  -          70.247 (meters)     230.47  (feet)  COMP
 EH2199  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 EH2199
 EH2199  VERT ORDER  -  FIRST     CLASS II
 EH2199
 EH2199.The horizontal coordinates were scaled from a topographic map and have
 EH2199.an estimated accuracy of +/- 6 seconds.
 EH2199
 EH2199.The orthometric height was determined by differential leveling
 EH2199.and adjusted by the National Geodetic Survey in June 1991..
 EH2199
 EH2199.The geoid height was determined by GEOID03.
 EH2199
 EH2199.The dynamic height is computed by dividing the NAVD 88
 EH2199.geopotential number by the normal gravity value computed on the
 EH2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2199.degrees latitude (g = 980.6199 gals.).
 EH2199
 EH2199.The modeled gravity was interpolated from observed gravity values.
 EH2199
 EH2199;                    North         East    Units  Estimated Accuracy
 EH2199;SPC AR S     -   634,530.      435,720.      MT  (+/- 180 meters Scaled)
 EH2199
 EH2199                          SUPERSEDED SURVEY CONTROL
 EH2199
 EH2199  NGVD 29 (??/??/??)   70.322  (m)          230.71   (f) ADJUSTED    1 2
 EH2199
 EH2199.Superseded values are not recommended for survey control.
 EH2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2199.See file dsdata.txt to determine how the superseded data were derived.
 EH2199
 EH2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU272495(NAD 83)
 EH2199_MARKER: DB = BENCH MARK DISK
 EH2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2199_STAMPING: V 108 1954
 EH2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2199+STABILITY: SURFACE MOTION
 EH2199
 EH2199  HISTORY     - Date     Condition        Report By
 EH2199  HISTORY     - 1954     MONUMENTED       CGS
 EH2199  HISTORY     - 1967     GOOD             CGS
 EH2199
 EH2199                          STATION DESCRIPTION
 EH2199
 EH2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2199'1.75 MI W FROM HAZEN.
 EH2199'IT IS 1.75 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2199'RAILROAD STATION AT HAZEN, 0.25 MILE WEST OF A ROAD CROSSING, 86 FEET
 EH2199'SOUTH OF MILEPOST 95, 106 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 70,
 EH2199'43 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT EAST OF A METAL WITNESS POST
 EH2199'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1937 ***********************************************************************
 EH1937  DESIGNATION -  V 109
 EH1937  PID         -  EH1937
 EH1937  STATE/COUNTY-  AR/PRAIRIE
 EH1937  USGS QUAD   -  DES ARC WEST (1994)
 EH1937
 EH1937                         *CURRENT SURVEY CONTROL
 EH1937  ___________________________________________________________________
 EH1937* NAD 83(1986)-  34 58 40.     (N)    091 31 36.     (W)     SCALED    
 EH1937* NAVD 88     -        60.992  (meters)     200.10   (feet)  ADJUSTED  
 EH1937  ___________________________________________________________________
 EH1937  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EH1937  DYNAMIC HT  -          60.936 (meters)     199.92  (feet)  COMP
 EH1937  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 EH1937
 EH1937  VERT ORDER  -  FIRST     CLASS II
 EH1937
 EH1937.The horizontal coordinates were scaled from a topographic map and have
 EH1937.an estimated accuracy of +/- 6 seconds.
 EH1937
 EH1937.The orthometric height was determined by differential leveling
 EH1937.and adjusted by the National Geodetic Survey in June 1991..
 EH1937
 EH1937.The geoid height was determined by GEOID03.
 EH1937
 EH1937.The dynamic height is computed by dividing the NAVD 88
 EH1937.geopotential number by the normal gravity value computed on the
 EH1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1937.degrees latitude (g = 980.6199 gals.).
 EH1937
 EH1937.The modeled gravity was interpolated from observed gravity values.
 EH1937
 EH1937;                    North         East    Units  Estimated Accuracy
 EH1937;SPC AR S     -   656,450.      443,220.      MT  (+/- 180 meters Scaled)
 EH1937
 EH1937                          SUPERSEDED SURVEY CONTROL
 EH1937
 EH1937  NGVD 29 (??/??/??)   60.989  (m)          200.09   (f) ADJUSTED    1 2
 EH1937
 EH1937.Superseded values are not recommended for survey control.
 EH1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1937.See file dsdata.txt to determine how the superseded data were derived.
 EH1937
 EH1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU344715(NAD 83)
 EH1937_MARKER: DB = BENCH MARK DISK
 EH1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1937_STAMPING: V 109 1954
 EH1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1937+STABILITY: SURFACE MOTION
 EH1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1937+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH1937
 EH1937  HISTORY     - Date     Condition        Report By
 EH1937  HISTORY     - 1954     MONUMENTED       CGS
 EH1937  HISTORY     - 20030611 GOOD             USACE
 EH1937
 EH1937                          STATION DESCRIPTION
 EH1937
 EH1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1937'1.75 MI W FROM DES ARC.
 EH1937'1.75 MILES WEST ALONG STATE HIGHWAYS 1 AND 38 FROM THE POST OFFICE AT
 EH1937'DES ARC, 137 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE, 67.4
 EH1937'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTHWEST OF A
 EH1937'12 INCH OAK TREE, 12 FEET NORTH OF A FENCE CORNER, SET IN THE TOP OF A
 EH1937'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 EH1937
 EH1937                          STATION RECOVERY (2003)
 EH1937
 EH1937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1937'MARK IS 4.5 FEET SOUTHEAST OF NATURAL GAS LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0027 ***********************************************************************
 DL0027  DESIGNATION -  V 11
 DL0027  PID         -  DL0027
 DL0027  STATE/COUNTY-  AR/CALHOUN
 DL0027  USGS QUAD   -  FORDYCE (1985)
 DL0027
 DL0027                         *CURRENT SURVEY CONTROL
 DL0027  ___________________________________________________________________
 DL0027* NAD 83(1986)-  33 47 15.     (N)    092 26 40.     (W)     SCALED    
 DL0027* NAVD 88     -        83.119  (meters)     272.70   (feet)  ADJUSTED  
 DL0027  ___________________________________________________________________
 DL0027  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DL0027  DYNAMIC HT  -          83.033 (meters)     272.42  (feet)  COMP
 DL0027  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 DL0027
 DL0027  VERT ORDER  -  SECOND    CLASS 0
 DL0027
 DL0027.The horizontal coordinates were scaled from a topographic map and have
 DL0027.an estimated accuracy of +/- 6 seconds.
 DL0027
 DL0027.The orthometric height was determined by differential leveling
 DL0027.and adjusted by the National Geodetic Survey in June 1991..
 DL0027
 DL0027.The geoid height was determined by GEOID03.
 DL0027
 DL0027.The dynamic height is computed by dividing the NAVD 88
 DL0027.geopotential number by the normal gravity value computed on the
 DL0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0027.degrees latitude (g = 980.6199 gals.).
 DL0027
 DL0027.The modeled gravity was interpolated from observed gravity values.
 DL0027
 DL0027;                    North         East    Units  Estimated Accuracy
 DL0027;SPC AR S     -   524,400.      358,840.      MT  (+/- 180 meters Scaled)
 DL0027
 DL0027                          SUPERSEDED SURVEY CONTROL
 DL0027
 DL0027  NGVD 29 (??/??/92)   83.167  (m)          272.86   (f) ADJ UNCH    2 0
 DL0027
 DL0027.Superseded values are not recommended for survey control.
 DL0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0027.See file dsdata.txt to determine how the superseded data were derived.
 DL0027
 DL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT514387(NAD 83)
 DL0027_MARKER: DB = BENCH MARK DISK
 DL0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0027_STAMPING: 272.975 V 11 1932
 DL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0027+STABILITY: SURFACE MOTION
 DL0027
 DL0027  HISTORY     - Date     Condition        Report By
 DL0027  HISTORY     - 1932     MONUMENTED       CGS
 DL0027  HISTORY     - 1964     GOOD             NGS
 DL0027
 DL0027                          STATION DESCRIPTION
 DL0027
 DL0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0027'2.5 MI SW FROM FORDYCE.
 DL0027'IN CALHOUN COUNTY, ABOUT 2-1/2 MILES SOUTHWEST ALONG THE ST. LOUIS
 DL0027'SOUTHWESTERN RAILWAY FROM FORDYCE, DALLAS COUNTY, ABOUT 28 POLES
 DL0027'SOUTHWEST OF MILEPOST 309, ON A SMALL KNOLL ABOUT MIDWAY BETWEEN A
 DL0027'TRESTLE AND A ROAD CROSSING, 43 FEET SOUTHWEST OF THE CENTER LINE OF
 DL0027'THE TRACK, AND 73 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED
 DL0027'272.975 V 11 1932 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK
 DL0027'IS 2 1/2 POLES NE OF MILEPOST 310.
 DL0027
 DL0027                          STATION RECOVERY (1964)
 DL0027
 DL0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2058 ***********************************************************************
 EH2058  DESIGNATION -  V 110
 EH2058  PID         -  EH2058
 EH2058  STATE/COUNTY-  AR/PRAIRIE
 EH2058  USGS QUAD   -  HICKORY PLAINS (1994)
 EH2058
 EH2058                         *CURRENT SURVEY CONTROL
 EH2058  ___________________________________________________________________
 EH2058* NAD 83(1986)-  34 57 08.     (N)    091 44 45.     (W)     SCALED    
 EH2058* NAVD 88     -        77.011  (meters)     252.66   (feet)  ADJUSTED  
 EH2058  ___________________________________________________________________
 EH2058  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EH2058  DYNAMIC HT  -          76.940 (meters)     252.43  (feet)  COMP
 EH2058  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 EH2058
 EH2058  VERT ORDER  -  FIRST     CLASS II
 EH2058
 EH2058.The horizontal coordinates were scaled from a topographic map and have
 EH2058.an estimated accuracy of +/- 6 seconds.
 EH2058
 EH2058.The orthometric height was determined by differential leveling
 EH2058.and adjusted by the National Geodetic Survey in June 1991..
 EH2058
 EH2058.The geoid height was determined by GEOID03.
 EH2058
 EH2058.The dynamic height is computed by dividing the NAVD 88
 EH2058.geopotential number by the normal gravity value computed on the
 EH2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2058.degrees latitude (g = 980.6199 gals.).
 EH2058
 EH2058.The modeled gravity was interpolated from observed gravity values.
 EH2058
 EH2058;                    North         East    Units  Estimated Accuracy
 EH2058;SPC AR S     -   653,540.      423,220.      MT  (+/- 180 meters Scaled)
 EH2058
 EH2058                          SUPERSEDED SURVEY CONTROL
 EH2058
 EH2058  NGVD 29 (??/??/??)   77.015  (m)          252.67   (f) ADJUSTED    1 2
 EH2058
 EH2058.Superseded values are not recommended for survey control.
 EH2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2058.See file dsdata.txt to determine how the superseded data were derived.
 EH2058
 EH2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU145684(NAD 83)
 EH2058_MARKER: DB = BENCH MARK DISK
 EH2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2058_STAMPING: V 110 1954
 EH2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2058+STABILITY: SURFACE MOTION
 EH2058
 EH2058  HISTORY     - Date     Condition        Report By
 EH2058  HISTORY     - 1954     MONUMENTED       CGS
 EH2058  HISTORY     - 1967     GOOD             CGS
 EH2058
 EH2058                          STATION DESCRIPTION
 EH2058
 EH2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2058'3.2 MI S FROM HICKORY PLAINS.
 EH2058'FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY PLAINS, GO
 EH2058'SOUTH ON STATE HIGHWAY 13 FOR 3.0 MILES TO A FARMHOUSE ON THE RIGHT,
 EH2058'CONTINUE SOUTH ON THE HIGHWAY FOR 0.2 MILE TO THE MARK ON THE LEFT, 73
 EH2058'FEET EAST OF THE CENTER OF THE HIGHWAY, 15 FEET NORTH-EAST OF A 24
 EH2058'INCH OAK TREE, 2.5 FEET SOUTH OF A 4 X 4 INCH WITNESS POST, 1 FOOT
 EH2058'NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST
 EH2058'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2045 ***********************************************************************
 EH2045  DESIGNATION -  V 111
 EH2045  PID         -  EH2045
 EH2045  STATE/COUNTY-  AR/LONOKE
 EH2045  USGS QUAD   -  WATTENSAW (1982)
 EH2045
 EH2045                         *CURRENT SURVEY CONTROL
 EH2045  ___________________________________________________________________
 EH2045* NAD 83(1986)-  34 52 51.     (N)    091 45 25.     (W)     SCALED    
 EH2045* NAVD 88     -        70.393  (meters)     230.95   (feet)  ADJUSTED  
 EH2045  ___________________________________________________________________
 EH2045  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH2045  DYNAMIC HT  -          70.327 (meters)     230.73  (feet)  COMP
 EH2045  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 EH2045
 EH2045  VERT ORDER  -  FIRST     CLASS II
 EH2045
 EH2045.The horizontal coordinates were scaled from a topographic map and have
 EH2045.an estimated accuracy of +/- 6 seconds.
 EH2045
 EH2045.The orthometric height was determined by differential leveling
 EH2045.and adjusted by the National Geodetic Survey in June 1991..
 EH2045
 EH2045.The geoid height was determined by GEOID03.
 EH2045
 EH2045.The dynamic height is computed by dividing the NAVD 88
 EH2045.geopotential number by the normal gravity value computed on the
 EH2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2045.degrees latitude (g = 980.6199 gals.).
 EH2045
 EH2045.The modeled gravity was interpolated from observed gravity values.
 EH2045
 EH2045;                    North         East    Units  Estimated Accuracy
 EH2045;SPC AR S     -   645,620.      422,220.      MT  (+/- 180 meters Scaled)
 EH2045
 EH2045                          SUPERSEDED SURVEY CONTROL
 EH2045
 EH2045  NGVD 29 (??/??/??)   70.401  (m)          230.97   (f) ADJUSTED    1 2
 EH2045
 EH2045.Superseded values are not recommended for survey control.
 EH2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2045.See file dsdata.txt to determine how the superseded data were derived.
 EH2045
 EH2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU135605(NAD 83)
 EH2045_MARKER: DB = BENCH MARK DISK
 EH2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2045_STAMPING: V 111 1955
 EH2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2045+STABILITY: SURFACE MOTION
 EH2045
 EH2045  HISTORY     - Date     Condition        Report By
 EH2045  HISTORY     - 1955     MONUMENTED       CGS
 EH2045  HISTORY     - 1967     GOOD             CGS
 EH2045  HISTORY     - 20030610 POOR             USACE
 EH2045
 EH2045                          STATION DESCRIPTION
 EH2045
 EH2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2045'7.5 MI N FROM CARLISLE.
 EH2045'FROM THE CHICAGE, ROCK ISLAND AND PACIFIC RAILROAD STATION IN
 EH2045'CARLISLE, GO NORTH ON STATE HIGHWAY 13 FOR 7.5 MILES TO A CURVE AND
 EH2045'THE HOME OF R.E. CROWDER ON THE RIGHT.  THE MARK IS 38 FEET
 EH2045'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 31 FEET
 EH2045'EAST-NORTHEAST OF A POWERLINE POLE, 24 FEET NORTH OF A DRIVEWAY
 EH2045'LEADING TO THE HOUSE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 0.1
 EH2045'MILE EAST-NORTHEAST OF THE HIGHWAY, SET IN THE TOP OF A ROUND CONCRETE
 EH2045'POST FLUSH WITH THE GROUND SURFACE.  MARK IS ON LAND OWNED BY MR. R.E.
 EH2045'CROWDER.
 EH2045
 EH2045                          STATION RECOVERY (2003)
 EH2045
 EH2045'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2045'RESIDENTS STATED THAT MARK WAS LAYING OVER, SO IT WAS REMOVED FROM
 EH2045'YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1637 ***********************************************************************
 EH1637  DESIGNATION -  V 112
 EH1637  PID         -  EH1637
 EH1637  STATE/COUNTY-  AR/ARKANSAS
 EH1637  USGS QUAD   -  LODGE CORNER (1968)
 EH1637
 EH1637                         *CURRENT SURVEY CONTROL
 EH1637  ___________________________________________________________________
 EH1637* NAD 83(1986)-  34 18 32.     (N)    091 32 10.     (W)     SCALED    
 EH1637* NAVD 88     -        59.159  (meters)     194.09   (feet)  ADJUSTED  
 EH1637  ___________________________________________________________________
 EH1637  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EH1637  DYNAMIC HT  -          59.102 (meters)     193.90  (feet)  COMP
 EH1637  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 EH1637
 EH1637  VERT ORDER  -  FIRST     CLASS II
 EH1637
 EH1637.The horizontal coordinates were scaled from a topographic map and have
 EH1637.an estimated accuracy of +/- 6 seconds.
 EH1637
 EH1637.The orthometric height was determined by differential leveling
 EH1637.and adjusted by the National Geodetic Survey in August 1993..
 EH1637
 EH1637.The geoid height was determined by GEOID03.
 EH1637
 EH1637.The dynamic height is computed by dividing the NAVD 88
 EH1637.geopotential number by the normal gravity value computed on the
 EH1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1637.degrees latitude (g = 980.6199 gals.).
 EH1637
 EH1637.The modeled gravity was interpolated from observed gravity values.
 EH1637
 EH1637;                    North         East    Units  Estimated Accuracy
 EH1637;SPC AR S     -   582,240.      442,700.      MT  (+/- 180 meters Scaled)
 EH1637
 EH1637                          SUPERSEDED SURVEY CONTROL
 EH1637
 EH1637  NAVD 88 (06/15/91)   59.208  (m)          194.25   (f) UNKNOWN     1 2
 EH1637  NGVD 29 (??/??/??)   59.225  (m)          194.31   (f) ADJUSTED    1 2
 EH1637
 EH1637.Superseded values are not recommended for survey control.
 EH1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1637.See file dsdata.txt to determine how the superseded data were derived.
 EH1637
 EH1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT347973(NAD 83)
 EH1637_MARKER: DB = BENCH MARK DISK
 EH1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1637_STAMPING: V 112 1954
 EH1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1637+STABILITY: SURFACE MOTION
 EH1637
 EH1637  HISTORY     - Date     Condition        Report By
 EH1637  HISTORY     - 1954     MONUMENTED       CGS
 EH1637  HISTORY     - 20030619 MARK NOT FOUND   USACE
 EH1637
 EH1637                          STATION DESCRIPTION
 EH1637
 EH1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1637'1.0 MI NW FROM LODGES CORNER.
 EH1637'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 EH1637'LODGES CORNER, 42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 EH1637'SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 6.5 FEET SOUTH OF A
 EH1637'TELEPHONE POLE, 6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 EH1637'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1637
 EH1637                          STATION RECOVERY (2003)
 EH1637
 EH1637'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2346 ***********************************************************************
 EH2346  DESIGNATION -  V 113
 EH2346  PID         -  EH2346
 EH2346  STATE/COUNTY-  AR/ARKANSAS
 EH2346  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2346
 EH2346                         *CURRENT SURVEY CONTROL
 EH2346  ___________________________________________________________________
 EH2346* NAD 83(1986)-  34 33 07.     (N)    091 33 22.     (W)     SCALED    
 EH2346* NAVD 88     -        66.993  (meters)     219.79   (feet)  ADJUSTED  
 EH2346  ___________________________________________________________________
 EH2346  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EH2346  DYNAMIC HT  -          66.929 (meters)     219.58  (feet)  COMP
 EH2346  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 EH2346
 EH2346  VERT ORDER  -  FIRST     CLASS II
 EH2346
 EH2346.The horizontal coordinates were scaled from a topographic map and have
 EH2346.an estimated accuracy of +/- 6 seconds.
 EH2346
 EH2346.The orthometric height was determined by differential leveling
 EH2346.and adjusted by the National Geodetic Survey in June 1991..
 EH2346
 EH2346.The geoid height was determined by GEOID03.
 EH2346
 EH2346.The dynamic height is computed by dividing the NAVD 88
 EH2346.geopotential number by the normal gravity value computed on the
 EH2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2346.degrees latitude (g = 980.6199 gals.).
 EH2346
 EH2346.The modeled gravity was interpolated from observed gravity values.
 EH2346
 EH2346;                    North         East    Units  Estimated Accuracy
 EH2346;SPC AR S     -   609,190.      440,740.      MT  (+/- 180 meters Scaled)
 EH2346
 EH2346                          SUPERSEDED SURVEY CONTROL
 EH2346
 EH2346  NGVD 29 (??/??/??)   67.018  (m)          219.87   (f) ADJUSTED    1 2
 EH2346
 EH2346.Superseded values are not recommended for survey control.
 EH2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2346.See file dsdata.txt to determine how the superseded data were derived.
 EH2346
 EH2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324243(NAD 83)
 EH2346_MARKER: DB = BENCH MARK DISK
 EH2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2346_STAMPING: V 113 1954
 EH2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2346+STABILITY: SURFACE MOTION
 EH2346
 EH2346  HISTORY     - Date     Condition        Report By
 EH2346  HISTORY     - 1954     MONUMENTED       CGS
 EH2346  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2346
 EH2346                          STATION DESCRIPTION
 EH2346
 EH2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2346'3.8 MI N FROM STUTTGART.
 EH2346'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2346'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2346'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2346'ALONG STATE HIGHWAYS 11 AND 30, THENCE 1.0 MILE NORTH ALONG STATE
 EH2346'HIGHWAY 11, 76 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 EH2346'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 16 FEET WEST OF A
 EH2346'POWER POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 EH2346'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH2346
 EH2346                          STATION RECOVERY (2003)
 EH2346
 EH2346'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1361 ***********************************************************************
 EH1361  DESIGNATION -  V 114
 EH1361  PID         -  EH1361
 EH1361  STATE/COUNTY-  AR/ARKANSAS
 EH1361  USGS QUAD   -  ALMYRA (1968)
 EH1361
 EH1361                         *CURRENT SURVEY CONTROL
 EH1361  ___________________________________________________________________
 EH1361* NAD 83(1986)-  34 25 49.     (N)    091 26 04.     (W)     SCALED    
 EH1361* NAVD 88     -        62.078  (meters)     203.67   (feet)  ADJUSTED  
 EH1361  ___________________________________________________________________
 EH1361  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1361  DYNAMIC HT  -          62.019 (meters)     203.47  (feet)  COMP
 EH1361  MODELED GRAV-     979,675.1   (mgal)                       NAVD 88
 EH1361
 EH1361  VERT ORDER  -  FIRST     CLASS II
 EH1361
 EH1361.The horizontal coordinates were scaled from a topographic map and have
 EH1361.an estimated accuracy of +/- 6 seconds.
 EH1361
 EH1361.The orthometric height was determined by differential leveling
 EH1361.and adjusted by the National Geodetic Survey in August 1993..
 EH1361
 EH1361.The geoid height was determined by GEOID03.
 EH1361
 EH1361.The dynamic height is computed by dividing the NAVD 88
 EH1361.geopotential number by the normal gravity value computed on the
 EH1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1361.degrees latitude (g = 980.6199 gals.).
 EH1361
 EH1361.The modeled gravity was interpolated from observed gravity values.
 EH1361
 EH1361;                    North         East    Units  Estimated Accuracy
 EH1361;SPC AR S     -   595,750.      451,980.      MT  (+/- 180 meters Scaled)
 EH1361
 EH1361                          SUPERSEDED SURVEY CONTROL
 EH1361
 EH1361  NAVD 88 (06/15/91)   62.127  (m)          203.83   (f) UNKNOWN     1 2
 EH1361  NGVD 29 (??/??/??)   62.132  (m)          203.84   (f) ADJUSTED    1 2
 EH1361
 EH1361.Superseded values are not recommended for survey control.
 EH1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1361.See file dsdata.txt to determine how the superseded data were derived.
 EH1361
 EH1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU438109(NAD 83)
 EH1361_MARKER: DB = BENCH MARK DISK
 EH1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1361_STAMPING: V 114 1954
 EH1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1361+STABILITY: SURFACE MOTION
 EH1361
 EH1361  HISTORY     - Date     Condition        Report By
 EH1361  HISTORY     - 1954     MONUMENTED       CGS
 EH1361  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1361
 EH1361                          STATION DESCRIPTION
 EH1361
 EH1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1361'2.5 MI NW FROM ALMYRA.
 EH1361'2.5 MILES NORTHWEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 EH1361'THE STATION AT ALMYRA, 9 POLES SOUTHEAST OF MILEPOST 242, 3 POLES
 EH1361'SOUTHEAST OF A ROAD CROSSING, 44.5 FEET NORTHEAST OF THE NORTHEAST
 EH1361'RAIL, 5.5 FEET SOUTH OF POWER POLE 170, 1.5 FEET SOUTHWEST OF A FENCE,
 EH1361'2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH1361'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1361
 EH1361                          STATION RECOVERY (1965)
 EH1361
 EH1361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EH1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1308 ***********************************************************************
 EH1308  DESIGNATION -  V 116
 EH1308  PID         -  EH1308
 EH1308  STATE/COUNTY-  AR/ARKANSAS
 EH1308  USGS QUAD   -  ARKANSAS POST (1972)
 EH1308
 EH1308                         *CURRENT SURVEY CONTROL
 EH1308  ___________________________________________________________________
 EH1308* NAD 83(1986)-  34 04 32.     (N)    091 22 23.     (W)     SCALED    
 EH1308* NAVD 88     -        54.473  (meters)     178.72   (feet)  ADJUSTED  
 EH1308  ___________________________________________________________________
 EH1308  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EH1308  DYNAMIC HT  -          54.419 (meters)     178.54  (feet)  COMP
 EH1308  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 EH1308
 EH1308  VERT ORDER  -  FIRST     CLASS II
 EH1308
 EH1308.The horizontal coordinates were scaled from a topographic map and have
 EH1308.an estimated accuracy of +/- 6 seconds.
 EH1308
 EH1308.The orthometric height was determined by differential leveling
 EH1308.and adjusted by the National Geodetic Survey in August 1993..
 EH1308.WARNING-Repeat measurements at this control monument indicate possible
 EH1308.vertical movement.
 EH1308
 EH1308.The geoid height was determined by GEOID03.
 EH1308
 EH1308.The dynamic height is computed by dividing the NAVD 88
 EH1308.geopotential number by the normal gravity value computed on the
 EH1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1308.degrees latitude (g = 980.6199 gals.).
 EH1308
 EH1308.The modeled gravity was interpolated from observed gravity values.
 EH1308
 EH1308;                    North         East    Units  Estimated Accuracy
 EH1308;SPC AR S     -   556,440.      457,860.      MT  (+/- 180 meters Scaled)
 EH1308
 EH1308                          SUPERSEDED SURVEY CONTROL
 EH1308
 EH1308  NAVD 88 (06/15/91)   54.468  (m)          178.70   (f) UNKNOWN     1 2
 EH1308  NGVD 29 (??/??/??)   54.530  (m)          178.90   (f) ADJUSTED    1 2
 EH1308
 EH1308.Superseded values are not recommended for survey control.
 EH1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1308.See file dsdata.txt to determine how the superseded data were derived.
 EH1308
 EH1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501717(NAD 83)
 EH1308_MARKER: DB = BENCH MARK DISK
 EH1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1308_STAMPING: V 116 1955
 EH1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1308+STABILITY: SURFACE MOTION
 EH1308
 EH1308  HISTORY     - Date     Condition        Report By
 EH1308  HISTORY     - 1955     MONUMENTED       CGS
 EH1308  HISTORY     - 1976     GOOD             NGS
 EH1308  HISTORY     - 20030417 POOR             USACE
 EH1308
 EH1308                          STATION DESCRIPTION
 EH1308
 EH1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1308'3.0 MI S FROM GILLETT.
 EH1308'3.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1308'SOUTHWESTERN RAILROAD STATION AT GILLETT, AT THE NORTH END OF AN
 EH1308'IRRIGATION DITCH, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2
 EH1308'FEET NORTH OF AN EAST AND WEST FENCE, 2 FEET WEST OF A WITNESS POST,
 EH1308'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 EH1308'GROUND.
 EH1308
 EH1308                          STATION RECOVERY (1976)
 EH1308
 EH1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1308'RECOVERED IN GOOD CONDITION.
 EH1308
 EH1308                          STATION RECOVERY (2003)
 EH1308
 EH1308'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1308'CONCRETE SLAB FOUND LYING IN DRAIN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0943 ***********************************************************************
 DK0943  DESIGNATION -  V 117
 DK0943  PID         -  DK0943
 DK0943  STATE/COUNTY-  AR/DESHA
 DK0943  USGS QUAD   -  WINCHESTER (1969)
 DK0943
 DK0943                         *CURRENT SURVEY CONTROL
 DK0943  ___________________________________________________________________
 DK0943* NAD 83(1986)-  33 52 21.     (N)    091 29 17.     (W)     SCALED    
 DK0943* NAVD 88     -        50.315  (meters)     165.08   (feet)  ADJUSTED  
 DK0943  ___________________________________________________________________
 DK0943  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0943  DYNAMIC HT  -          50.265 (meters)     164.91  (feet)  COMP
 DK0943  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 DK0943
 DK0943  VERT ORDER  -  FIRST     CLASS II
 DK0943
 DK0943.The horizontal coordinates were scaled from a topographic map and have
 DK0943.an estimated accuracy of +/- 6 seconds.
 DK0943
 DK0943.The orthometric height was determined by differential leveling
 DK0943.and adjusted by the National Geodetic Survey in June 1991..
 DK0943
 DK0943.The geoid height was determined by GEOID03.
 DK0943
 DK0943.The dynamic height is computed by dividing the NAVD 88
 DK0943.geopotential number by the normal gravity value computed on the
 DK0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0943.degrees latitude (g = 980.6199 gals.).
 DK0943
 DK0943.The modeled gravity was interpolated from observed gravity values.
 DK0943
 DK0943;                    North         East    Units  Estimated Accuracy
 DK0943;SPC AR S     -   533,860.      447,360.      MT  (+/- 180 meters Scaled)
 DK0943
 DK0943                          SUPERSEDED SURVEY CONTROL
 DK0943
 DK0943  NGVD 29 (??/??/??)   50.449  (m)          165.51   (f) ADJUSTED    1 2
 DK0943
 DK0943.Superseded values are not recommended for survey control.
 DK0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0943.See file dsdata.txt to determine how the superseded data were derived.
 DK0943
 DK0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT398490(NAD 83)
 DK0943_MARKER: DB = BENCH MARK DISK
 DK0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0943_STAMPING: V 117 1955
 DK0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0943+STABILITY: SURFACE MOTION
 DK0943
 DK0943  HISTORY     - Date     Condition        Report By
 DK0943  HISTORY     - 1955     MONUMENTED       CGS
 DK0943  HISTORY     - 20040114 MARK NOT FOUND   USACE
 DK0943
 DK0943                          STATION DESCRIPTION
 DK0943
 DK0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0943'1.1 MI S FROM DUMAS.
 DK0943'1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 DK0943'AT DUMAS, 45.8 FEET WEST OF THE WEST RAIL, 7 FEET WEST OF MILEPOST
 DK0943'429, 1.5 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 DK0943'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DK0943
 DK0943                          STATION RECOVERY (2004)
 DK0943
 DK0943'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1384 ***********************************************************************
 DK1384  DESIGNATION -  V 12
 DK1384  PID         -  DK1384
 DK1384  STATE/COUNTY-  AR/ASHLEY
 DK1384  USGS QUAD   -  MIST (1960)
 DK1384
 DK1384                         *CURRENT SURVEY CONTROL
 DK1384  ___________________________________________________________________
 DK1384* NAD 83(1986)-  33 16 40.     (N)    091 39 54.     (W)     SCALED    
 DK1384* NAVD 88     -        55.746  (meters)     182.89   (feet)  ADJUSTED  
 DK1384  ___________________________________________________________________
 DK1384  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DK1384  DYNAMIC HT  -          55.688 (meters)     182.70  (feet)  COMP
 DK1384  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 DK1384
 DK1384  VERT ORDER  -  SECOND    CLASS 0
 DK1384
 DK1384.The horizontal coordinates were scaled from a topographic map and have
 DK1384.an estimated accuracy of +/- 6 seconds.
 DK1384
 DK1384.The orthometric height was determined by differential leveling
 DK1384.and adjusted by the National Geodetic Survey in June 1991..
 DK1384
 DK1384.The geoid height was determined by GEOID03.
 DK1384
 DK1384.The dynamic height is computed by dividing the NAVD 88
 DK1384.geopotential number by the normal gravity value computed on the
 DK1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1384.degrees latitude (g = 980.6199 gals.).
 DK1384
 DK1384.The modeled gravity was interpolated from observed gravity values.
 DK1384
 DK1384;                    North         East    Units  Estimated Accuracy
 DK1384;SPC AR S     -   467,830.      431,210.      MT  (+/- 180 meters Scaled)
 DK1384
 DK1384                          SUPERSEDED SURVEY CONTROL
 DK1384
 DK1384  NGVD 29 (??/??/??)   55.836  (m)          183.19   (f) ADJUSTED    2 0
 DK1384
 DK1384.Superseded values are not recommended for survey control.
 DK1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1384.See file dsdata.txt to determine how the superseded data were derived.
 DK1384
 DK1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS243828(NAD 83)
 DK1384_MARKER: DB = BENCH MARK DISK
 DK1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1384_STAMPING: 183.175 V 12 1932
 DK1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1384+STABILITY: SURFACE MOTION
 DK1384
 DK1384  HISTORY     - Date     Condition        Report By
 DK1384  HISTORY     - 1932     MONUMENTED       CGS
 DK1384  HISTORY     - 1934     GOOD             CGS
 DK1384
 DK1384                          STATION DESCRIPTION
 DK1384
 DK1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1384'1.5 MI E FROM MIST.
 DK1384'1 1/2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM MIST, ASHLEY
 DK1384'COUNTY, 54 FEET EAST OF POLE 454/15, AT A ROAD CROSSING, 48 FEET WEST
 DK1384'OF THE CENTERLINE OF THE ROAD, AND 28 FEET NORTH OF THE CENTERLINE OF
 DK1384'THE TRACK.  A STANDARD DISK, STAMPED 183.175 V 12 1932 AND SET IN THE
 DK1384'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0277 ***********************************************************************
 DL0277  DESIGNATION -  V 121
 DL0277  PID         -  DL0277
 DL0277  STATE/COUNTY-  AR/UNION
 DL0277  USGS QUAD   -  CALION (1978)
 DL0277
 DL0277                         *CURRENT SURVEY CONTROL
 DL0277  ___________________________________________________________________
 DL0277* NAD 83(1986)-  33 15 45.     (N)    092 37 19.     (W)     SCALED    
 DL0277* NAVD 88     -        49.717  (meters)     163.11   (feet)  ADJUSTED  
 DL0277  ___________________________________________________________________
 DL0277  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0277  DYNAMIC HT  -          49.664 (meters)     162.94  (feet)  COMP
 DL0277  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DL0277
 DL0277  VERT ORDER  -  SECOND    CLASS 0
 DL0277
 DL0277.The horizontal coordinates were scaled from a topographic map and have
 DL0277.an estimated accuracy of +/- 6 seconds.
 DL0277
 DL0277.The orthometric height was determined by differential leveling
 DL0277.and adjusted by the National Geodetic Survey in June 1991..
 DL0277
 DL0277.The geoid height was determined by GEOID03.
 DL0277
 DL0277.The dynamic height is computed by dividing the NAVD 88
 DL0277.geopotential number by the normal gravity value computed on the
 DL0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0277.degrees latitude (g = 980.6199 gals.).
 DL0277
 DL0277.The modeled gravity was interpolated from observed gravity values.
 DL0277
 DL0277;                    North         East    Units  Estimated Accuracy
 DL0277;SPC AR S     -   466,260.      342,050.      MT  (+/- 180 meters Scaled)
 DL0277
 DL0277                          SUPERSEDED SURVEY CONTROL
 DL0277
 DL0277  NGVD 29 (??/??/92)   49.763  (m)          163.26   (f) ADJ UNCH    2 0
 DL0277
 DL0277.Superseded values are not recommended for survey control.
 DL0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0277.See file dsdata.txt to determine how the superseded data were derived.
 DL0277
 DL0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS352804(NAD 83)
 DL0277_MARKER: DB = BENCH MARK DISK
 DL0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0277_STAMPING: V 121
 DL0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0277+STABILITY: SURFACE MOTION
 DL0277
 DL0277  HISTORY     - Date     Condition        Report By
 DL0277  HISTORY     - UNK      MONUMENTED       CGS
 DL0277  HISTORY     - 1934     GOOD             NGS
 DL0277  HISTORY     - 1977     GOOD             USGS
 DL0277
 DL0277                          STATION DESCRIPTION
 DL0277
 DL0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0277'4.1 MI NE FROM EL DORADO.
 DL0277'4.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 DL0277'FROM EL DORADO, AT HERMA, 130 YARDS SOUTH OF THE SECTION HOUSE, 120
 DL0277'YARDS NORTH OF THE SOUTHEAST END OF THE SWITCH, 89 FEET WEST OF THE
 DL0277'CENTER LINE OF THE MAIN TRACK.  SET IN THE TOP OF CONCRETE POST.
 DL0277
 DL0277                          STATION RECOVERY (1977)
 DL0277
 DL0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0277'4.1 MI. NE. ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 DL0277'EL DORADO, AR, ABOUT 750 FT. S. AND 2600 FT. W. OF THE COR. OF SECS.
 DL0277'1, 2, 11 AND 12, T. 17 S., R. 15 W., 825 FT. NE ALONG TRACK FROM
 DL0277'RAILROAD GRADE CROXXING AT HERMA, THENCE 89 FT. NW. FROM THE MAIN -
 DL0277'AND ONLY - TRACK, 1 FT. N. OF WITNESS SIGN AND 1 FT. HIGHER THAN RR
 DL0277'GRADE. STANDARD USC AND GS TABLET IN CONCRETE POST STAMPED V 121
 DL0277'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0728 ***********************************************************************
 FG0728  DESIGNATION -  V 125
 FG0728  PID         -  FG0728
 FG0728  STATE/COUNTY-  AR/NEWTON
 FG0728  USGS QUAD   -  MOORE (1980)
 FG0728
 FG0728                         *CURRENT SURVEY CONTROL
 FG0728  ___________________________________________________________________
 FG0728* NAD 83(1986)-  35 51 23.     (N)    092 59 15.     (W)     SCALED    
 FG0728* NAVD 88     -       563.118  (meters)    1847.50   (feet)  ADJUSTED  
 FG0728  ___________________________________________________________________
 FG0728  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FG0728  DYNAMIC HT  -         562.578 (meters)    1845.72  (feet)  COMP
 FG0728  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 FG0728
 FG0728  VERT ORDER  -  SECOND    CLASS 0
 FG0728
 FG0728.The horizontal coordinates were scaled from a topographic map and have
 FG0728.an estimated accuracy of +/- 6 seconds.
 FG0728
 FG0728.The orthometric height was determined by differential leveling
 FG0728.and adjusted by the National Geodetic Survey in June 1991..
 FG0728
 FG0728.The geoid height was determined by GEOID03.
 FG0728
 FG0728.The dynamic height is computed by dividing the NAVD 88
 FG0728.geopotential number by the normal gravity value computed on the
 FG0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0728.degrees latitude (g = 980.6199 gals.).
 FG0728
 FG0728.The modeled gravity was interpolated from observed gravity values.
 FG0728
 FG0728;                    North         East    Units  Estimated Accuracy
 FG0728;SPC AR N     -   169,420.      310,810.      MT  (+/- 180 meters Scaled)
 FG0728
 FG0728                          SUPERSEDED SURVEY CONTROL
 FG0728
 FG0728  NGVD 29 (??/??/92)  563.017  (m)         1847.16   (f) ADJ UNCH    2 0
 FG0728
 FG0728.Superseded values are not recommended for survey control.
 FG0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0728.See file dsdata.txt to determine how the superseded data were derived.
 FG0728
 FG0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV011680(NAD 83)
 FG0728_MARKER: DB = BENCH MARK DISK
 FG0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0728_STAMPING: V 125 1935
 FG0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0728+STABILITY: SURFACE MOTION
 FG0728
 FG0728  HISTORY     - Date     Condition        Report By
 FG0728  HISTORY     - 1935     MONUMENTED       CGS
 FG0728
 FG0728                          STATION DESCRIPTION
 FG0728
 FG0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0728'3.2 MI S FROM BASS.
 FG0728'3.2 MILES SOUTH ALONG THE MOORE ROAD FROM THE POST OFFICE AT BASS,
 FG0728'NEWTON COUNTY, ON A NARROW RIDGE, 25 FEET WEST OF THE CENTER OF THE
 FG0728'ROAD, 71 FEET NORTH OF A GULLEY BY THE OLD ROAD, 53 FEET SOUTH OF TWO
 FG0728'BLACK OAK TREES, 47 FEET WEST OF A BREAK IN THE RIDGE, 8 1/2 FEET
 FG0728'SOUTH OF A POLE, AND 6 FEET WEST OF A BREAK IN THE RIDGE.  A STANDARD
 FG0728'DISK, STAMPED V 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0940 ***********************************************************************
 FG0940  DESIGNATION -  V 126
 FG0940  PID         -  FG0940
 FG0940  STATE/COUNTY-  AR/JOHNSON
 FG0940  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0940
 FG0940                         *CURRENT SURVEY CONTROL
 FG0940  ___________________________________________________________________
 FG0940* NAD 83(1986)-  35 39 32.     (N)    093 11 50.     (W)     SCALED    
 FG0940* NAVD 88     -       529.402  (meters)    1736.88   (feet)  ADJUSTED  
 FG0940  ___________________________________________________________________
 FG0940  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FG0940  DYNAMIC HT  -         528.899 (meters)    1735.23  (feet)  COMP
 FG0940  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 FG0940
 FG0940  VERT ORDER  -  SECOND    CLASS 0
 FG0940
 FG0940.The horizontal coordinates were scaled from a topographic map and have
 FG0940.an estimated accuracy of +/- 6 seconds.
 FG0940
 FG0940.The orthometric height was determined by differential leveling
 FG0940.and adjusted by the National Geodetic Survey in June 1991..
 FG0940
 FG0940.The geoid height was determined by GEOID03.
 FG0940
 FG0940.The dynamic height is computed by dividing the NAVD 88
 FG0940.geopotential number by the normal gravity value computed on the
 FG0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0940.degrees latitude (g = 980.6199 gals.).
 FG0940
 FG0940.The modeled gravity was interpolated from observed gravity values.
 FG0940
 FG0940;                    North         East    Units  Estimated Accuracy
 FG0940;SPC AR N     -   147,720.      291,600.      MT  (+/- 180 meters Scaled)
 FG0940
 FG0940                          SUPERSEDED SURVEY CONTROL
 FG0940
 FG0940  NGVD 29 (??/??/92)  529.347  (m)         1736.70   (f) ADJ UNCH    2 0
 FG0940
 FG0940.Superseded values are not recommended for survey control.
 FG0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0940.See file dsdata.txt to determine how the superseded data were derived.
 FG0940
 FG0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV821461(NAD 83)
 FG0940_MARKER: DB = BENCH MARK DISK
 FG0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0940_STAMPING: V-126 1935
 FG0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0940+STABILITY: SURFACE MOTION
 FG0940
 FG0940  HISTORY     - Date     Condition        Report By
 FG0940  HISTORY     - 1935     MONUMENTED       CGS
 FG0940  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0940
 FG0940                          STATION DESCRIPTION
 FG0940
 FG0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0940'1.4 MI S FROM MEADOW PILOT JCT..
 FG0940'1.4 MILES SOUTH OF MEADOW KNOB JCT., ALONG MEADOW-KNOB-PILOT KNOB
 FG0940'ROAD, FROM JCT. WITH TREAT RD.  LOCATED 4.4 MILES SOUTH OF A POINT 4.7
 FG0940'MILES WEST OF PELSOR POST OFFICE ALONG TREAT RD. ABOUT .1 MILE
 FG0940'SOUTHWEST OF LARGE OAK TREE SPLINTERED BY LIGHTENING, AT SOUTHEAST
 FG0940'EDGE OF ROAD.  AT FOOT OF STEEP HILL, ON OUTSIDE OF CURVE. ABOUT .1
 FG0940'MILE NORTHEAST OF SMALL LONG BARN. 58 FEET NORTHEAST OF CORRUGATED
 FG0940'PIPE CULVERT.  22 FEET SOUTHEAST OF CENTERLINE OF MEADOW KNOB-PILOT
 FG0940'KNOB ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG0940
 FG0940                          STATION RECOVERY (1976)
 FG0940
 FG0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1057 ***********************************************************************
 FG1057  DESIGNATION -  V 127
 FG1057  PID         -  FG1057
 FG1057  STATE/COUNTY-  AR/JOHNSON
 FG1057  USGS QUAD   -  KNOXVILLE (1993)
 FG1057
 FG1057                         *CURRENT SURVEY CONTROL
 FG1057  ___________________________________________________________________
 FG1057* NAD 83(1986)-  35 27 50.     (N)    093 19 58.     (W)     SCALED    
 FG1057* NAVD 88     -       130.872  (meters)     429.37   (feet)  ADJUSTED  
 FG1057  ___________________________________________________________________
 FG1057  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FG1057  DYNAMIC HT  -         130.750 (meters)     428.97  (feet)  COMP
 FG1057  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 FG1057
 FG1057  VERT ORDER  -  SECOND    CLASS 0
 FG1057
 FG1057.The horizontal coordinates were scaled from a topographic map and have
 FG1057.an estimated accuracy of +/- 6 seconds.
 FG1057
 FG1057.The orthometric height was determined by differential leveling
 FG1057.and adjusted by the National Geodetic Survey in June 1991..
 FG1057
 FG1057.The geoid height was determined by GEOID03.
 FG1057
 FG1057.The dynamic height is computed by dividing the NAVD 88
 FG1057.geopotential number by the normal gravity value computed on the
 FG1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1057.degrees latitude (g = 980.6199 gals.).
 FG1057
 FG1057.The modeled gravity was interpolated from observed gravity values.
 FG1057
 FG1057;                    North         East    Units  Estimated Accuracy
 FG1057;SPC AR N     -   126,240.      279,040.      MT  (+/- 180 meters Scaled)
 FG1057
 FG1057                          SUPERSEDED SURVEY CONTROL
 FG1057
 FG1057  NGVD 29 (??/??/92)  130.842  (m)          429.27   (f) ADJ UNCH    2 0
 FG1057
 FG1057.Superseded values are not recommended for survey control.
 FG1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1057.See file dsdata.txt to determine how the superseded data were derived.
 FG1057
 FG1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV698245(NAD 83)
 FG1057_MARKER: DB = BENCH MARK DISK
 FG1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1057_STAMPING: V-127 1935
 FG1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1057+STABILITY: SURFACE MOTION
 FG1057
 FG1057  HISTORY     - Date     Condition        Report By
 FG1057  HISTORY     - 1935     MONUMENTED       CGS
 FG1057
 FG1057                          STATION DESCRIPTION
 FG1057
 FG1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1057'4.5 MI NE FROM LAMAR.
 FG1057'4.5 MILES NORTHEAST OF LAMAR R.R. STATION, ALONG LAMAR-LUTHERVILLE RD.
 FG1057'FROM THE MISSOURI PACIFIC RR. STATION.  AT ROCK WALL TERRACE BETWEEN
 FG1057'TWO CULTIVATED FIELDS, NEAR FOOT OF STEEP HILL. ABOUT .4 MILE
 FG1057'NORTHEAST OF STEEL ROAD BRIDGE OVER PINEY CREEK. 30 FEET EAST OF
 FG1057'CENTERLINE OF LAMAR-LUTHERVILLE ROAD.  3.6 FEET NORTH OF TERRACE WALL.
 FG1057'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0739 ***********************************************************************
 FG0739  DESIGNATION -  V 128
 FG0739  PID         -  FG0739
 FG0739  STATE/COUNTY-  AR/NEWTON
 FG0739  USGS QUAD   -  LURTON (1980)
 FG0739
 FG0739                         *CURRENT SURVEY CONTROL
 FG0739  ___________________________________________________________________
 FG0739* NAD 83(1986)-  35 48 55.     (N)    093 03 35.     (W)     SCALED    
 FG0739* NAVD 88     -       617.148  (meters)    2024.76   (feet)  ADJUSTED  
 FG0739  ___________________________________________________________________
 FG0739  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0739  DYNAMIC HT  -         616.542 (meters)    2022.77  (feet)  COMP
 FG0739  MODELED GRAV-     979,630.4   (mgal)                       NAVD 88
 FG0739
 FG0739  VERT ORDER  -  SECOND    CLASS 0
 FG0739
 FG0739.The horizontal coordinates were scaled from a topographic map and have
 FG0739.an estimated accuracy of +/- 6 seconds.
 FG0739
 FG0739.The orthometric height was determined by differential leveling
 FG0739.and adjusted by the National Geodetic Survey in June 1991..
 FG0739
 FG0739.The geoid height was determined by GEOID03.
 FG0739
 FG0739.The dynamic height is computed by dividing the NAVD 88
 FG0739.geopotential number by the normal gravity value computed on the
 FG0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0739.degrees latitude (g = 980.6199 gals.).
 FG0739
 FG0739.The modeled gravity was interpolated from observed gravity values.
 FG0739
 FG0739;                    North         East    Units  Estimated Accuracy
 FG0739;SPC AR N     -   164,930.      304,240.      MT  (+/- 180 meters Scaled)
 FG0739
 FG0739                          SUPERSEDED SURVEY CONTROL
 FG0739
 FG0739  NGVD 29 (??/??/92)  617.045  (m)         2024.42   (f) ADJ UNCH    2 0
 FG0739
 FG0739.Superseded values are not recommended for survey control.
 FG0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0739.See file dsdata.txt to determine how the superseded data were derived.
 FG0739
 FG0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV946634(NAD 83)
 FG0739_MARKER: DB = BENCH MARK DISK
 FG0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0739_STAMPING: V 128 1935
 FG0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0739+STABILITY: SURFACE MOTION
 FG0739
 FG0739  HISTORY     - Date     Condition        Report By
 FG0739  HISTORY     - 1935     MONUMENTED       CGS
 FG0739
 FG0739                          STATION DESCRIPTION
 FG0739
 FG0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0739'3.6 MI N FROM LURTON.
 FG0739'3.6 MILES NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 FG0739'LURTON, NEWTON COUNTY, 0.2 MILE NORTH OF A SMALL FARMHOUSE, 0.1 MILE
 FG0739'NORTH OF A NORTHWEST FENCE CORNER, 30 FEET WEST OF THE CENTERLINE OF
 FG0739'THE HIGHWAY, AND 13 FEET NORTH OF AN 8-INCH OAK TREE AT A NORTHEAST
 FG0739'FENCE CORNER.  A STANDARD DISK, STAMPED V 128 1935 AND SET IN THE TOP
 FG0739'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1615 ***********************************************************************
 EH1615  DESIGNATION -  V 13
 EH1615  PID         -  EH1615
 EH1615  STATE/COUNTY-  AR/JEFFERSON
 EH1615  USGS QUAD   -  REYDELL (1975)
 EH1615
 EH1615                         *CURRENT SURVEY CONTROL
 EH1615  ___________________________________________________________________
 EH1615* NAD 83(1986)-  34 10 56.     (N)    091 32 14.     (W)     SCALED    
 EH1615* NAVD 88     -        54.577  (meters)     179.06   (feet)  ADJUSTED  
 EH1615  ___________________________________________________________________
 EH1615  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EH1615  DYNAMIC HT  -          54.524 (meters)     178.88  (feet)  COMP
 EH1615  MODELED GRAV-     979,660.3   (mgal)                       NAVD 88
 EH1615
 EH1615  VERT ORDER  -  SECOND    CLASS 0
 EH1615
 EH1615.The horizontal coordinates were scaled from a topographic map and have
 EH1615.an estimated accuracy of +/- 6 seconds.
 EH1615
 EH1615.The orthometric height was determined by differential leveling
 EH1615.and adjusted by the National Geodetic Survey in August 1993..
 EH1615
 EH1615.The geoid height was determined by GEOID03.
 EH1615
 EH1615.The dynamic height is computed by dividing the NAVD 88
 EH1615.geopotential number by the normal gravity value computed on the
 EH1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1615.degrees latitude (g = 980.6199 gals.).
 EH1615
 EH1615.The modeled gravity was interpolated from observed gravity values.
 EH1615
 EH1615;                    North         East    Units  Estimated Accuracy
 EH1615;SPC AR S     -   568,190.      442,660.      MT  (+/- 180 meters Scaled)
 EH1615
 EH1615                          SUPERSEDED SURVEY CONTROL
 EH1615
 EH1615  NAVD 88 (06/15/91)   54.621  (m)          179.20   (f) UNKNOWN     2 0
 EH1615  NGVD 29 (??/??/??)   54.620  (m)          179.20   (f) ADJUSTED    2 0
 EH1615
 EH1615.Superseded values are not recommended for survey control.
 EH1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1615.See file dsdata.txt to determine how the superseded data were derived.
 EH1615
 EH1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT348833(NAD 83)
 EH1615_MARKER: DB = BENCH MARK DISK
 EH1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1615_STAMPING: V 13 1932 179.199
 EH1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1615+STABILITY: SURFACE MOTION
 EH1615
 EH1615  HISTORY     - Date     Condition        Report By
 EH1615  HISTORY     - 1932     MONUMENTED       CGS
 EH1615  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1615
 EH1615                          STATION DESCRIPTION
 EH1615
 EH1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1615'2.5 MI NE FROM REYDEL.
 EH1615'ABOUT 2-1/2 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM REYDEL,
 EH1615'JEFFERSON COUNTY, ABOUT 200 YARDS NORTH OF A CURVE IN THE HIGHWAY, 44
 EH1615'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CABIN OWNED BY JAKE YOUNG,
 EH1615'27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 4 FEET SOUTH OF A
 EH1615'FENCE CORNER AT AN OFFSET IN THE FENCE IN FRONT OF THE CABIN. A
 EH1615'STANDARD DISK, STAMPED 179.199 V 13 1932 AND SET IN THE TOP OF A
 EH1615'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0776 ***********************************************************************
 FG0776  DESIGNATION -  V 130
 FG0776  PID         -  FG0776
 FG0776  STATE/COUNTY-  AR/NEWTON
 FG0776  USGS QUAD   -  PARTHENON (1980)
 FG0776
 FG0776                         *CURRENT SURVEY CONTROL
 FG0776  ___________________________________________________________________
 FG0776* NAD 83(1986)-  35 54 47.     (N)    093 09 42.     (W)     SCALED    
 FG0776* NAVD 88     -       345.129  (meters)    1132.31   (feet)  ADJUSTED  
 FG0776  ___________________________________________________________________
 FG0776  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG0776  DYNAMIC HT  -         344.792 (meters)    1131.21  (feet)  COMP
 FG0776  MODELED GRAV-     979,647.5   (mgal)                       NAVD 88
 FG0776
 FG0776  VERT ORDER  -  SECOND    CLASS 0
 FG0776
 FG0776.The horizontal coordinates were scaled from a topographic map and have
 FG0776.an estimated accuracy of +/- 6 seconds.
 FG0776
 FG0776.The orthometric height was determined by differential leveling
 FG0776.and adjusted by the National Geodetic Survey in June 1991..
 FG0776
 FG0776.The geoid height was determined by GEOID03.
 FG0776
 FG0776.The dynamic height is computed by dividing the NAVD 88
 FG0776.geopotential number by the normal gravity value computed on the
 FG0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0776.degrees latitude (g = 980.6199 gals.).
 FG0776
 FG0776.The modeled gravity was interpolated from observed gravity values.
 FG0776
 FG0776;                    North         East    Units  Estimated Accuracy
 FG0776;SPC AR N     -   175,880.      295,150.      MT  (+/- 180 meters Scaled)
 FG0776
 FG0776                          SUPERSEDED SURVEY CONTROL
 FG0776
 FG0776  NGVD 29 (??/??/92)  345.017  (m)         1131.94   (f) ADJ UNCH    2 0
 FG0776
 FG0776.Superseded values are not recommended for survey control.
 FG0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0776.See file dsdata.txt to determine how the superseded data were derived.
 FG0776
 FG0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV854743(NAD 83)
 FG0776_MARKER: DB = BENCH MARK DISK
 FG0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0776_STAMPING: V 130 1935
 FG0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0776+STABILITY: SURFACE MOTION
 FG0776
 FG0776  HISTORY     - Date     Condition        Report By
 FG0776  HISTORY     - 1935     MONUMENTED       CGS
 FG0776  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0776
 FG0776                          STATION DESCRIPTION
 FG0776
 FG0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0776'1.6 MI W FROM RED ROCK.
 FG0776'1.6 MILES WEST ALONG THE RED ROCK ROAD FROM THE GEORGE COOPER STORE AT
 FG0776'RED ROCK, NEWTON COUNTY, AT THE RICHARD ONEAL FARMHOUSE, 52 FEET SOUTH
 FG0776'OF A STONE CULVERT, 18 FEET EAST OF THE CENTERLINE OF THE ROAD, 78
 FG0776'FEET NORTH OF A SOUTHWEST FENCE CORNER, 2 FEET WEST OF A FENCE, AND 2
 FG0776'FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED V 130 1935 AND
 FG0776'SET IN THE TOP OF A CONCRETE POST.
 FG0776
 FG0776                          STATION RECOVERY (1976)
 FG0776
 FG0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0206 ***********************************************************************
 EK0206  DESIGNATION -  V 131
 EK0206  PID         -  EK0206
 EK0206  STATE/COUNTY-  AR/POLK
 EK0206  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0206
 EK0206                         *CURRENT SURVEY CONTROL
 EK0206  ___________________________________________________________________
 EK0206* NAD 83(1986)-  34 22 28.     (N)    094 13 15.     (W)     SCALED    
 EK0206* NAVD 88     -       303.387  (meters)     995.36   (feet)  ADJUSTED  
 EK0206  ___________________________________________________________________
 EK0206  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EK0206  DYNAMIC HT  -         303.067 (meters)     994.31  (feet)  COMP
 EK0206  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 EK0206
 EK0206  VERT ORDER  -  SECOND    CLASS 0
 EK0206
 EK0206.The horizontal coordinates were scaled from a topographic map and have
 EK0206.an estimated accuracy of +/- 6 seconds.
 EK0206
 EK0206.The orthometric height was determined by differential leveling
 EK0206.and adjusted by the National Geodetic Survey in June 1991..
 EK0206
 EK0206.The geoid height was determined by GEOID03.
 EK0206
 EK0206.The dynamic height is computed by dividing the NAVD 88
 EK0206.geopotential number by the normal gravity value computed on the
 EK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0206.degrees latitude (g = 980.6199 gals.).
 EK0206
 EK0206.The modeled gravity was interpolated from observed gravity values.
 EK0206
 EK0206;                    North         East    Units  Estimated Accuracy
 EK0206;SPC AR S     -   591,630.      195,760.      MT  (+/- 180 meters Scaled)
 EK0206
 EK0206                          SUPERSEDED SURVEY CONTROL
 EK0206
 EK0206  NGVD 29 (??/??/92)  303.323  (m)          995.15   (f) ADJ UNCH    2 0
 EK0206
 EK0206.Superseded values are not recommended for survey control.
 EK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0206.See file dsdata.txt to determine how the superseded data were derived.
 EK0206
 EK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU877043(NAD 83)
 EK0206_MARKER: DB = BENCH MARK DISK
 EK0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0206_STAMPING: V-131 1935
 EK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0206+STABILITY: SURFACE MOTION
 EK0206
 EK0206  HISTORY     - Date     Condition        Report By
 EK0206  HISTORY     - 1935     MONUMENTED       CGS
 EK0206  HISTORY     - 1967     GOOD             NGS
 EK0206
 EK0206                          STATION DESCRIPTION
 EK0206
 EK0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0206'2.9 MI W FROM HARTLEY.
 EK0206'2.9 MILES WEST OF, ALONG VANDERVOORT-ATHENS ROAD.  FROM J.M.
 EK0206'WATKINS FARM HOUSE.  ABOUT .9 MILE SOUTHEAST OF HIGHWAY BRIDGE
 EK0206'OVER COSSATOT RIVER, AT AN ABANDONED FARMYARD AND JUNCTION
 EK0206'OF A ROAD SOUTH, 27.5 FEET SOUTHWEST OF ROAD CENTERLINE, 19.5
 EK0206'FEET SOUTHEAST OF CENTERLINE OF DIM ROAD.  TABLET SET IN TOP
 EK0206'OF PRECAST CONCRETE POST.
 EK0206
 EK0206                          STATION RECOVERY (1967)
 EK0206
 EK0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EK0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0198 ***********************************************************************
 EK0198  DESIGNATION -  V 133
 EK0198  PID         -  EK0198
 EK0198  STATE/COUNTY-  AR/POLK
 EK0198  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0198
 EK0198                         *CURRENT SURVEY CONTROL
 EK0198  ___________________________________________________________________
 EK0198* NAD 83(1986)-  34 26 20.     (N)    094 00 34.     (W)     SCALED    
 EK0198* NAVD 88     -       483.434  (meters)    1586.07   (feet)  ADJUSTED  
 EK0198  ___________________________________________________________________
 EK0198  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 EK0198  DYNAMIC HT  -         482.922 (meters)    1584.39  (feet)  COMP
 EK0198  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 EK0198
 EK0198  VERT ORDER  -  SECOND    CLASS 0
 EK0198
 EK0198.The horizontal coordinates were scaled from a topographic map and have
 EK0198.an estimated accuracy of +/- 6 seconds.
 EK0198
 EK0198.The orthometric height was determined by differential leveling
 EK0198.and adjusted by the National Geodetic Survey in June 1991..
 EK0198
 EK0198.The geoid height was determined by GEOID03.
 EK0198
 EK0198.The dynamic height is computed by dividing the NAVD 88
 EK0198.geopotential number by the normal gravity value computed on the
 EK0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0198.degrees latitude (g = 980.6199 gals.).
 EK0198
 EK0198.The modeled gravity was interpolated from observed gravity values.
 EK0198
 EK0198;                    North         East    Units  Estimated Accuracy
 EK0198;SPC AR S     -   598,380.      215,340.      MT  (+/- 180 meters Scaled)
 EK0198
 EK0198                          SUPERSEDED SURVEY CONTROL
 EK0198
 EK0198  NGVD 29 (??/??/92)  483.360  (m)         1585.82   (f) ADJ UNCH    2 0
 EK0198
 EK0198.Superseded values are not recommended for survey control.
 EK0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0198.See file dsdata.txt to determine how the superseded data were derived.
 EK0198
 EK0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU072112(NAD 83)
 EK0198_MARKER: DB = BENCH MARK DISK
 EK0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0198_STAMPING: V-133 1935
 EK0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0198+STABILITY: SURFACE MOTION
 EK0198
 EK0198  HISTORY     - Date     Condition        Report By
 EK0198  HISTORY     - 1935     MONUMENTED       CGS
 EK0198  HISTORY     - 1961     GOOD             NGS
 EK0198
 EK0198                          STATION DESCRIPTION
 EK0198
 EK0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0198'6.8 MI E FROM SHADY.
 EK0198'6.8 MILES EAST OF, ALONG THE MINE CREEK ROAD, FROM COSSATOT
 EK0198'CREEK HWY BRIDGE.  ABOUT .6 MILE EAST OF JUNCTION OF TRAIL
 EK0198'TO SUGAR CREEK, AT SUMMIT OF ROAD TO SUGAR TREE GAP, 26 FEET
 EK0198'NORTH OF ROAD CENTERLINE, 11.4 FT. NORTHEAST OF A BLAZED OAK
 EK0198'TREE .6 FT. IN DIAMETER, UNDER TELEPHONE LINE.  TABLET SET
 EK0198'IN PRECAST CONCRETE POST.
 EK0198
 EK0198                          STATION RECOVERY (1961)
 EK0198
 EK0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1513 ***********************************************************************
 EJ1513  DESIGNATION -  V 134
 EJ1513  PID         -  EJ1513
 EJ1513  STATE/COUNTY-  AR/MONTGOMERY
 EJ1513  USGS QUAD   -  ODEN (1985)
 EJ1513
 EJ1513                         *CURRENT SURVEY CONTROL
 EJ1513  ___________________________________________________________________
 EJ1513* NAD 83(1986)-  34 37 26.     (N)    093 48 21.     (W)     SCALED    
 EJ1513* NAVD 88     -       272.394  (meters)     893.68   (feet)  ADJUSTED  
 EJ1513  ___________________________________________________________________
 EJ1513  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 EJ1513  DYNAMIC HT  -         272.112 (meters)     892.75  (feet)  COMP
 EJ1513  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 EJ1513
 EJ1513  VERT ORDER  -  SECOND    CLASS 0
 EJ1513
 EJ1513.The horizontal coordinates were scaled from a topographic map and have
 EJ1513.an estimated accuracy of +/- 6 seconds.
 EJ1513
 EJ1513.The orthometric height was determined by differential leveling
 EJ1513.and adjusted by the National Geodetic Survey in June 1991..
 EJ1513
 EJ1513.The geoid height was determined by GEOID03.
 EJ1513
 EJ1513.The dynamic height is computed by dividing the NAVD 88
 EJ1513.geopotential number by the normal gravity value computed on the
 EJ1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1513.degrees latitude (g = 980.6199 gals.).
 EJ1513
 EJ1513.The modeled gravity was interpolated from observed gravity values.
 EJ1513
 EJ1513;                    North         East    Units  Estimated Accuracy
 EJ1513;SPC AR S     -   618,550.      234,410.      MT  (+/- 180 meters Scaled)
 EJ1513
 EJ1513                          SUPERSEDED SURVEY CONTROL
 EJ1513
 EJ1513  NGVD 29 (??/??/92)  272.327  (m)          893.46   (f) ADJ UNCH    2 0
 EJ1513
 EJ1513.Superseded values are not recommended for survey control.
 EJ1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1513.See file dsdata.txt to determine how the superseded data were derived.
 EJ1513
 EJ1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU261316(NAD 83)
 EJ1513_MARKER: DD = SURVEY DISK
 EJ1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1513_STAMPING: V 134 1935
 EJ1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1513+STABILITY: SURFACE MOTION
 EJ1513
 EJ1513  HISTORY     - Date     Condition        Report By
 EJ1513  HISTORY     - 1935     MONUMENTED       CGS
 EJ1513  HISTORY     - 1957     GOOD             USGS
 EJ1513  HISTORY     - 1972     GOOD             USFS
 EJ1513
 EJ1513                          STATION DESCRIPTION
 EJ1513
 EJ1513'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 EJ1513'1.7 MI NW FROM ODEN SCHOOL.
 EJ1513'ODEN SCHOOL, 1.7 MI. NW OF ALONG STATE HWY. 88.  AT THE ODEN RANGER
 EJ1513'STATION, 29 FT. NORMAL TO AND ON NE SIDE OF HWY. AT CREST, 120 1/2 FT.
 EJ1513'W FROM FLAGPOLE, 17 FT. W FROM CEDAR TREE, 10 1/2 FT. N. OF ROCK
 EJ1513'RETAINING WALL, 5.6 FT. HIGHER THAN HWY. AT CREST, IN A CONC. POST. A
 EJ1513'STD. DISK STAMPED V 134 1935.
 EJ1513
 EJ1513                          STATION RECOVERY (1972)
 EJ1513
 EJ1513'RECOVERY NOTE BY US FOREST SERVICE 1972
 EJ1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1499 ***********************************************************************
 EJ1499  DESIGNATION -  V 135
 EJ1499  PID         -  EJ1499
 EJ1499  STATE/COUNTY-  AR/POLK
 EJ1499  USGS QUAD   -  BUCK KNOB (1985)
 EJ1499
 EJ1499                         *CURRENT SURVEY CONTROL
 EJ1499  ___________________________________________________________________
 EJ1499* NAD 83(1986)-  34 39 42.     (N)    093 58 19.     (W)     SCALED    
 EJ1499* NAVD 88     -       475.551  (meters)    1560.20   (feet)  ADJUSTED  
 EJ1499  ___________________________________________________________________
 EJ1499  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 EJ1499  DYNAMIC HT  -         475.037 (meters)    1558.52  (feet)  COMP
 EJ1499  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 EJ1499
 EJ1499  VERT ORDER  -  SECOND    CLASS 0
 EJ1499
 EJ1499.The horizontal coordinates were scaled from a topographic map and have
 EJ1499.an estimated accuracy of +/- 6 seconds.
 EJ1499
 EJ1499.The orthometric height was determined by differential leveling
 EJ1499.and adjusted by the National Geodetic Survey in June 1991..
 EJ1499
 EJ1499.The geoid height was determined by GEOID03.
 EJ1499
 EJ1499.The dynamic height is computed by dividing the NAVD 88
 EJ1499.geopotential number by the normal gravity value computed on the
 EJ1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1499.degrees latitude (g = 980.6199 gals.).
 EJ1499
 EJ1499.The modeled gravity was interpolated from observed gravity values.
 EJ1499
 EJ1499;                    North         East    Units  Estimated Accuracy
 EJ1499;SPC AR S     -   623,020.      219,260.      MT  (+/- 180 meters Scaled)
 EJ1499
 EJ1499                          SUPERSEDED SURVEY CONTROL
 EJ1499
 EJ1499  NGVD 29 (??/??/92)  475.458  (m)         1559.90   (f) ADJ UNCH    2 0
 EJ1499
 EJ1499.Superseded values are not recommended for survey control.
 EJ1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1499.See file dsdata.txt to determine how the superseded data were derived.
 EJ1499
 EJ1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU109359(NAD 83)
 EJ1499_MARKER: DB = BENCH MARK DISK
 EJ1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1499_STAMPING: V-135 1935
 EJ1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1499+STABILITY: SURFACE MOTION
 EJ1499
 EJ1499  HISTORY     - Date     Condition        Report By
 EJ1499  HISTORY     - 1935     MONUMENTED       CGS
 EJ1499  HISTORY     - 1961     GOOD             NGS
 EJ1499
 EJ1499                          STATION DESCRIPTION
 EJ1499
 EJ1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1499'5.2 MI E FROM EUREKA.
 EJ1499'5.2 MILES EAST OF, ALONG NEW POSEY HOLLOW ROAD, FROM EUREKA SCHOOL.
 EJ1499'ABOUT .5 MILE EAST OF JUNCTION OF NORTH AND SOUTH FORKS OF IRON FORK
 EJ1499'CREEK.  ABOUT .2 MILE NORTHWEST OF BRIDGE OVER SOUTH FORK OF IRON FORK
 EJ1499'CREEK.  ABOUT 150 FEET NORTHWEST OF FOOT OF A HILL.  30 FEET SOUTH OF
 EJ1499'THE ROAD CENTERLINE.  16.2 FEET NORTHWEST OF A BLAZED HICKORY TREE.
 EJ1499'TABLET SET IN PRECAST CONCRETE POST.  NOTE-- MARK IS ABOUT 38 FT E OF
 EJ1499'THE CENTERLINE OF A WOODS ROAD LEADING SOUTH, 9 FT W OF A 14-INCH PINE
 EJ1499'TREE WITH THE LETTERS BM PAINTED ON IT.
 EJ1499
 EJ1499                          STATION RECOVERY (1961)
 EJ1499
 EJ1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1176 ***********************************************************************
 EJ1176  DESIGNATION -  V 136
 EJ1176  PID         -  EJ1176
 EJ1176  STATE/COUNTY-  AR/CLARK
 EJ1176  USGS QUAD   -  DE GRAY (1976)
 EJ1176
 EJ1176                         *CURRENT SURVEY CONTROL
 EJ1176  ___________________________________________________________________
 EJ1176* NAD 83(1986)-  34 07 31.     (N)    093 07 43.     (W)     SCALED    
 EJ1176* NAVD 88     -       103.049  (meters)     338.09   (feet)  ADJUSTED  
 EJ1176  ___________________________________________________________________
 EJ1176  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EJ1176  DYNAMIC HT  -         102.946 (meters)     337.75  (feet)  COMP
 EJ1176  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 EJ1176
 EJ1176  VERT ORDER  -  SECOND    CLASS 0
 EJ1176
 EJ1176.The horizontal coordinates were scaled from a topographic map and have
 EJ1176.an estimated accuracy of +/- 6 seconds.
 EJ1176
 EJ1176.The orthometric height was determined by differential leveling
 EJ1176.and adjusted by the National Geodetic Survey in June 1991..
 EJ1176
 EJ1176.The geoid height was determined by GEOID03.
 EJ1176
 EJ1176.The dynamic height is computed by dividing the NAVD 88
 EJ1176.geopotential number by the normal gravity value computed on the
 EJ1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1176.degrees latitude (g = 980.6199 gals.).
 EJ1176
 EJ1176.The modeled gravity was interpolated from observed gravity values.
 EJ1176
 EJ1176;                    North         East    Units  Estimated Accuracy
 EJ1176;SPC AR S     -   562,350.      295,900.      MT  (+/- 180 meters Scaled)
 EJ1176
 EJ1176                          SUPERSEDED SURVEY CONTROL
 EJ1176
 EJ1176  NGVD 29 (??/??/92)  103.057  (m)          338.11   (f) ADJ UNCH    2 0
 EJ1176
 EJ1176.Superseded values are not recommended for survey control.
 EJ1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1176.See file dsdata.txt to determine how the superseded data were derived.
 EJ1176
 EJ1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT881760(NAD 83)
 EJ1176_MARKER: DB = BENCH MARK DISK
 EJ1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1176_STAMPING: V 136 1935
 EJ1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1176+STABILITY: SURFACE MOTION
 EJ1176
 EJ1176  HISTORY     - Date     Condition        Report By
 EJ1176  HISTORY     - 1935     MONUMENTED       CGS
 EJ1176  HISTORY     - 1964     MARK NOT FOUND   NGS
 EJ1176
 EJ1176                          STATION DESCRIPTION
 EJ1176
 EJ1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1176'4.8 MI NW FROM ARKADELPHIA.
 EJ1176'4.8 MILES NORTHWEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 EJ1176'ARKADELPHIA, 165 FEET EAST OF THE JUNCTION OF A ROAD LEADING SOUTH AT
 EJ1176'THE HENRY HEIN MAILBOX, 85 FEET SOUTHEAST OF THE JUNCTION OF A ROAD
 EJ1176'LEADING NORTHEAST, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 80
 EJ1176'FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 EJ1176'DISK, STAMPED V 136 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 EJ1176'MARK PROBABLY HAS BEEN DESTROYED AS 30 FT SOUTH OF CENTERLINE OF
 EJ1176'HIGHWAY IS NOW ON BACKSLOPE OF BANK.
 EJ1176
 EJ1176                          STATION RECOVERY (1964)
 EJ1176
 EJ1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1211 ***********************************************************************
 EJ1211  DESIGNATION -  V 137
 EJ1211  PID         -  EJ1211
 EJ1211  STATE/COUNTY-  AR/CLARK
 EJ1211  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1211
 EJ1211                         *CURRENT SURVEY CONTROL
 EJ1211  ___________________________________________________________________
 EJ1211* NAD 83(1986)-  34 06 05.     (N)    093 18 34.     (W)     SCALED    
 EJ1211* NAVD 88     -       115.988  (meters)     380.54   (feet)  ADJUSTED  
 EJ1211  ___________________________________________________________________
 EJ1211  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EJ1211  DYNAMIC HT  -         115.872 (meters)     380.16  (feet)  COMP
 EJ1211  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 EJ1211
 EJ1211  VERT ORDER  -  SECOND    CLASS 0
 EJ1211
 EJ1211.The horizontal coordinates were scaled from a topographic map and have
 EJ1211.an estimated accuracy of +/- 6 seconds.
 EJ1211
 EJ1211.The orthometric height was determined by differential leveling
 EJ1211.and adjusted by the National Geodetic Survey in June 1991..
 EJ1211
 EJ1211.The geoid height was determined by GEOID03.
 EJ1211
 EJ1211.The dynamic height is computed by dividing the NAVD 88
 EJ1211.geopotential number by the normal gravity value computed on the
 EJ1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1211.degrees latitude (g = 980.6199 gals.).
 EJ1211
 EJ1211.The modeled gravity was interpolated from observed gravity values.
 EJ1211
 EJ1211;                    North         East    Units  Estimated Accuracy
 EJ1211;SPC AR S     -   559,900.      279,180.      MT  (+/- 180 meters Scaled)
 EJ1211
 EJ1211                          SUPERSEDED SURVEY CONTROL
 EJ1211
 EJ1211  NGVD 29 (??/??/92)  115.992  (m)          380.55   (f) ADJ UNCH    2 0
 EJ1211
 EJ1211.Superseded values are not recommended for survey control.
 EJ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1211.See file dsdata.txt to determine how the superseded data were derived.
 EJ1211
 EJ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT714734(NAD 83)
 EJ1211_MARKER: DB = BENCH MARK DISK
 EJ1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1211_STAMPING: V 137 1935
 EJ1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1211+STABILITY: SURFACE MOTION
 EJ1211
 EJ1211  HISTORY     - Date     Condition        Report By
 EJ1211  HISTORY     - 1935     MONUMENTED       CGS
 EJ1211  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1211  HISTORY     - 20031120 MARK NOT FOUND   ARHD
 EJ1211
 EJ1211                          STATION DESCRIPTION
 EJ1211
 EJ1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1211'4.1 MI NW FROM HOLLYWOOD.
 EJ1211'4.1 MILES NORTHWEST FROM THE POST OFFICE AT HOLLYWOOD, ALONG FRAZIER
 EJ1211'ROAD, 1.1 MILES NORTHWEST OF ITS JUNCTION WITH STATE HIGHWAY 26, 0.4
 EJ1211'MILE SOUTHEAST OF A FARMHOUSE AT THE SUMMIT OF A KNOLL WITH AN S-CURVE
 EJ1211'ON THE SOUTHEAST SLOPE, 24 FEET NORTHEAST OF THE CENTERLINE OF THE
 EJ1211'ROAD, AND 10.5 FEET NORTH OF A 19-INCH BLAZED OAK TREE.  A STANDARD
 EJ1211'DISK, STAMPED V 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1211
 EJ1211                          STATION RECOVERY (1975)
 EJ1211
 EJ1211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1211'MARK NOT FOUND.
 EJ1211
 EJ1211                          STATION RECOVERY (2003)
 EJ1211
 EJ1211'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1133 ***********************************************************************
 EJ1133  DESIGNATION -  V 138
 EJ1133  PID         -  EJ1133
 EJ1133  STATE/COUNTY-  AR/HOT SPRING
 EJ1133  USGS QUAD   -  BISMARCK (1976)
 EJ1133
 EJ1133                         *CURRENT SURVEY CONTROL
 EJ1133  ___________________________________________________________________
 EJ1133* NAD 83(1986)-  34 18 58.     (N)    093 10 16.     (W)     SCALED    
 EJ1133* NAVD 88     -       169.549  (meters)     556.26   (feet)  ADJUSTED  
 EJ1133  ___________________________________________________________________
 EJ1133  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EJ1133  DYNAMIC HT  -         169.379 (meters)     555.70  (feet)  COMP
 EJ1133  MODELED GRAV-     979,630.4   (mgal)                       NAVD 88
 EJ1133
 EJ1133  VERT ORDER  -  SECOND    CLASS 0
 EJ1133
 EJ1133.The horizontal coordinates were scaled from a topographic map and have
 EJ1133.an estimated accuracy of +/- 6 seconds.
 EJ1133
 EJ1133.The orthometric height was determined by differential leveling
 EJ1133.and adjusted by the National Geodetic Survey in June 1991..
 EJ1133
 EJ1133.The geoid height was determined by GEOID03.
 EJ1133
 EJ1133.The dynamic height is computed by dividing the NAVD 88
 EJ1133.geopotential number by the normal gravity value computed on the
 EJ1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1133.degrees latitude (g = 980.6199 gals.).
 EJ1133
 EJ1133.The modeled gravity was interpolated from observed gravity values.
 EJ1133
 EJ1133;                    North         East    Units  Estimated Accuracy
 EJ1133;SPC AR S     -   583,560.      292,220.      MT  (+/- 180 meters Scaled)
 EJ1133
 EJ1133                          SUPERSEDED SURVEY CONTROL
 EJ1133
 EJ1133  NGVD 29 (??/??/92)  169.546  (m)          556.25   (f) ADJ UNCH    2 0
 EJ1133
 EJ1133.Superseded values are not recommended for survey control.
 EJ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1133.See file dsdata.txt to determine how the superseded data were derived.
 EJ1133
 EJ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT842972(NAD 83)
 EJ1133_MARKER: DB = BENCH MARK DISK
 EJ1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1133_STAMPING: V 138 1935
 EJ1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1133+STABILITY: SURFACE MOTION
 EJ1133
 EJ1133  HISTORY     - Date     Condition        Report By
 EJ1133  HISTORY     - 1935     MONUMENTED       CGS
 EJ1133  HISTORY     - 1935     MARK NOT FOUND   NGS
 EJ1133  HISTORY     - 1965     MARK NOT FOUND   USGS
 EJ1133  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1133
 EJ1133                          STATION DESCRIPTION
 EJ1133
 EJ1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1133'IN BISMARCK.
 EJ1133'AT BISMARCK, HOT SPRINGS COUNTY, 0.3 MILE EAST ALONG STATE HIGHWAY 7
 EJ1133'FROM THE HIGH SCHOOL, 215 FEET NORTHWEST OF THE JUNCTION OF STATE
 EJ1133'HIGHWAY 84, 195 FEET NORTH OF THE POST OFFICE, 44 FEET WEST OF THE
 EJ1133'CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTHEAST OF A FENCE.  A
 EJ1133'STANDARD DISK, STAMPED V 138 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1133'POST.
 EJ1133
 EJ1133                          STATION RECOVERY (1965)
 EJ1133
 EJ1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ1133'MARK NOT FOUND.
 EJ1133
 EJ1133                          STATION RECOVERY (1998)
 EJ1133
 EJ1133'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1145 ***********************************************************************
 EJ1145  DESIGNATION -  V 139
 EJ1145  PID         -  EJ1145
 EJ1145  STATE/COUNTY-  AR/HOT SPRING
 EJ1145  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1145
 EJ1145                         *CURRENT SURVEY CONTROL
 EJ1145  ___________________________________________________________________
 EJ1145* NAD 83(1986)-  34 22 59.     (N)    093 07 58.     (W)     SCALED    
 EJ1145* NAVD 88     -       165.123  (meters)     541.74   (feet)  ADJUSTED  
 EJ1145  ___________________________________________________________________
 EJ1145  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ1145  DYNAMIC HT  -         164.957 (meters)     541.20  (feet)  COMP
 EJ1145  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 EJ1145
 EJ1145  VERT ORDER  -  SECOND    CLASS 0
 EJ1145
 EJ1145.The horizontal coordinates were scaled from a topographic map and have
 EJ1145.an estimated accuracy of +/- 6 seconds.
 EJ1145
 EJ1145.The orthometric height was determined by differential leveling
 EJ1145.and adjusted by the National Geodetic Survey in June 1991..
 EJ1145
 EJ1145.The geoid height was determined by GEOID03.
 EJ1145
 EJ1145.The dynamic height is computed by dividing the NAVD 88
 EJ1145.geopotential number by the normal gravity value computed on the
 EJ1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1145.degrees latitude (g = 980.6199 gals.).
 EJ1145
 EJ1145.The modeled gravity was interpolated from observed gravity values.
 EJ1145
 EJ1145;                    North         East    Units  Estimated Accuracy
 EJ1145;SPC AR S     -   590,950.      295,830.      MT  (+/- 180 meters Scaled)
 EJ1145
 EJ1145                          SUPERSEDED SURVEY CONTROL
 EJ1145
 EJ1145  NGVD 29 (??/??/92)  165.120  (m)          541.73   (f) ADJ UNCH    2 0
 EJ1145
 EJ1145.Superseded values are not recommended for survey control.
 EJ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1145.See file dsdata.txt to determine how the superseded data were derived.
 EJ1145
 EJ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU877046(NAD 83)
 EJ1145_MARKER: DB = BENCH MARK DISK
 EJ1145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1145_SP_SET: BRIDGE
 EJ1145_STAMPING: V 139 1935
 EJ1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1145
 EJ1145  HISTORY     - Date     Condition        Report By
 EJ1145  HISTORY     - 1935     MONUMENTED       CGS
 EJ1145
 EJ1145                          STATION DESCRIPTION
 EJ1145
 EJ1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1145'7.5 MI N FROM BISMARCK.
 EJ1145'7.5 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 EJ1145'BISMARCK, 1.2 MILES SOUTH OF THE GARLAND-HOT SPRINGS COUNTY LINE, AT
 EJ1145'THE CONCRETE HIGHWAY BRIDGE OVER FOURCHE ALOUPE CREEK, 20 FEET
 EJ1145'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET NORTHEAST OF
 EJ1145'THE NORTH END OF THE EAST GUARD RAIL, AND IN THE TOP OF THE WINGWALL.
 EJ1145'A STANDARD DISK, STAMPED V 139 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1146 ***********************************************************************
 EJ1146  DESIGNATION -  V 139 RESET
 EJ1146  PID         -  EJ1146
 EJ1146  STATE/COUNTY-  AR/HOT SPRING
 EJ1146  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1146
 EJ1146                         *CURRENT SURVEY CONTROL
 EJ1146  ___________________________________________________________________
 EJ1146* NAD 83(1986)-  34 22 59.     (N)    093 07 58.     (W)     SCALED    
 EJ1146* NAVD 88     -       165.29   (meters)     542.3    (feet)  RESET     
 EJ1146  ___________________________________________________________________
 EJ1146  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EJ1146
 EJ1146  VERT ORDER  -  THIRD
 EJ1146
 EJ1146.The horizontal coordinates were scaled from a topographic map and have
 EJ1146.an estimated accuracy of +/- 6 seconds.
 EJ1146
 EJ1146.The orthometric height was computed from unverified reset data.
 EJ1146
 EJ1146.The geoid height was determined by GEOID03.
 EJ1146
 EJ1146;                    North         East    Units  Estimated Accuracy
 EJ1146;SPC AR S     -   590,950.      295,830.      MT  (+/- 180 meters Scaled)
 EJ1146
 EJ1146                          SUPERSEDED SURVEY CONTROL
 EJ1146
 EJ1146.No superseded survey control is available for this station.
 EJ1146
 EJ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU877046(NAD 83)
 EJ1146_MARKER: DB = BENCH MARK DISK
 EJ1146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1146_SP_SET: BRIDGE
 EJ1146_STAMPING: V 139 RESET 1969
 EJ1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1146
 EJ1146  HISTORY     - Date     Condition        Report By
 EJ1146  HISTORY     - 1969     MONUMENTED       CGS
 EJ1146  HISTORY     - 1970     GOOD             NGS
 EJ1146
 EJ1146                          STATION DESCRIPTION
 EJ1146
 EJ1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EJ1146'7.5 MI N FROM BISMARCK.
 EJ1146'ABOUT 7.5 MILES NORTH ALONG STA. HWY. 7 FROM THE POST OFFICE AT
 EJ1146'BISMARCK 1.2 MILES SOUTH OF THE GARLAND HOT SPRINGS COUNTY LINE AT A
 EJ1146'CONCRETE HIGHWAY BRIDGE OVER FOURCHE A LOUPE CREEK 16 FT. SOUTHWEST OF
 EJ1146'THE CENTERLINE OF THE HIGHWAY 0.5 FT. NORTHWEST OF THE NORTH END OF
 EJ1146'THE EAST GUARD RAIL SET IN THE TOP OF THE WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0925 ***********************************************************************
 EH0925  DESIGNATION -  V 14 RESET
 EH0925  PID         -  EH0925
 EH0925  STATE/COUNTY-  AR/PHILLIPS
 EH0925  USGS QUAD   -  HELENA (1982)
 EH0925
 EH0925                         *CURRENT SURVEY CONTROL
 EH0925  ___________________________________________________________________
 EH0925* NAD 83(1986)-  34 31 27.     (N)    090 35 06.     (W)     SCALED    
 EH0925* NAVD 88     -        58.976  (meters)     193.49   (feet)  ADJUSTED  
 EH0925  ___________________________________________________________________
 EH0925  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0925  DYNAMIC HT  -          58.919 (meters)     193.30  (feet)  COMP
 EH0925  MODELED GRAV-     979,669.6   (mgal)                       NAVD 88
 EH0925
 EH0925  VERT ORDER  -  FIRST     CLASS II
 EH0925
 EH0925.The horizontal coordinates were scaled from a topographic map and have
 EH0925.an estimated accuracy of +/- 6 seconds.
 EH0925
 EH0925.The orthometric height was determined by differential leveling
 EH0925.and adjusted by the National Geodetic Survey in June 1991..
 EH0925
 EH0925.The geoid height was determined by GEOID03.
 EH0925
 EH0925.The dynamic height is computed by dividing the NAVD 88
 EH0925.geopotential number by the normal gravity value computed on the
 EH0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0925.degrees latitude (g = 980.6199 gals.).
 EH0925
 EH0925.The modeled gravity was interpolated from observed gravity values.
 EH0925
 EH0925;                    North         East    Units  Estimated Accuracy
 EH0925;SPC AR S     -   606,920.      529,910.      MT  (+/- 180 meters Scaled)
 EH0925
 EH0925                          SUPERSEDED SURVEY CONTROL
 EH0925
 EH0925  NGVD 29 (??/??/??)   59.018  (m)          193.63   (f) ADJUSTED    1 2
 EH0925
 EH0925.Superseded values are not recommended for survey control.
 EH0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0925.See file dsdata.txt to determine how the superseded data were derived.
 EH0925
 EH0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU216229(NAD 83)
 EH0925_MARKER: DB = BENCH MARK DISK
 EH0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0925_SP_SET: BUILDING
 EH0925_STAMPING: V 14 1932 RESET 1962
 EH0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0925
 EH0925  HISTORY     - Date     Condition        Report By
 EH0925  HISTORY     - 1962     MONUMENTED       CGS
 EH0925  HISTORY     - 1976     GOOD             NGS
 EH0925  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH0925
 EH0925                          STATION DESCRIPTION
 EH0925
 EH0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EH0925'IN HELENA.
 EH0925'AT HELENA, AT THE INTERSECTION OF CHERRY AND ELM STREETS, SET
 EH0925'VERTICALLY IN THE SOUTH FACE OF THE 5-STORY HELENA NATIONAL BANK
 EH0925'BUILDING, 20.5 FEET EAST OF THE SOUTHWEST CORNER OF THE BANK BUILDING
 EH0925'AND 3 FEET ABOVE THE NORTH CURB OF ELM STREET.
 EH0925
 EH0925                          STATION RECOVERY (1976)
 EH0925
 EH0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0925'RECOVERED IN GOOD CONDITION.
 EH0925
 EH0925                          STATION RECOVERY (1985)
 EH0925
 EH0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0925'NOT RECOVERED, IT APPEARS THE SOUTH FACE OF THE BANK HAS BEEN
 EH0925'RECONSTRUCTED, BENCH MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0736 ***********************************************************************
 EJ0736  DESIGNATION -  V 140
 EJ0736  PID         -  EJ0736
 EJ0736  STATE/COUNTY-  AR/HOT SPRING
 EJ0736  USGS QUAD   -  MALVERN NORTH (1978)
 EJ0736
 EJ0736                         *CURRENT SURVEY CONTROL
 EJ0736  ___________________________________________________________________
 EJ0736* NAD 83(1986)-  34 29 57.     (N)    092 48 34.     (W)     SCALED    
 EJ0736* NAVD 88     -       171.780  (meters)     563.58   (feet)  ADJUSTED  
 EJ0736  ___________________________________________________________________
 EJ0736  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EJ0736  DYNAMIC HT  -         171.615 (meters)     563.04  (feet)  COMP
 EJ0736  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 EJ0736
 EJ0736  VERT ORDER  -  SECOND    CLASS 0
 EJ0736
 EJ0736.The horizontal coordinates were scaled from a topographic map and have
 EJ0736.an estimated accuracy of +/- 6 seconds.
 EJ0736
 EJ0736.The orthometric height was determined by differential leveling
 EJ0736.and adjusted by the National Geodetic Survey in June 1991..
 EJ0736
 EJ0736.The geoid height was determined by GEOID03.
 EJ0736
 EJ0736.The dynamic height is computed by dividing the NAVD 88
 EJ0736.geopotential number by the normal gravity value computed on the
 EJ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0736.degrees latitude (g = 980.6199 gals.).
 EJ0736
 EJ0736.The modeled gravity was interpolated from observed gravity values.
 EJ0736
 EJ0736;                    North         East    Units  Estimated Accuracy
 EJ0736;SPC AR S     -   603,540.      325,660.      MT  (+/- 180 meters Scaled)
 EJ0736
 EJ0736                          SUPERSEDED SURVEY CONTROL
 EJ0736
 EJ0736  NGVD 29 (??/??/92)  171.79   (m)          563.6    (f) COMPUTED    2 0
 EJ0736
 EJ0736.Superseded values are not recommended for survey control.
 EJ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0736.See file dsdata.txt to determine how the superseded data were derived.
 EJ0736
 EJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU174175(NAD 83)
 EJ0736_MARKER: DB = BENCH MARK DISK
 EJ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0736_STAMPING: V 140 1935
 EJ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0736+STABILITY: SURFACE MOTION
 EJ0736
 EJ0736  HISTORY     - Date     Condition        Report By
 EJ0736  HISTORY     - 1935     MONUMENTED       CGS
 EJ0736
 EJ0736                          STATION DESCRIPTION
 EJ0736
 EJ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0736'5.1 MI S FROM LONSDALE.
 EJ0736'IN HOT SPRING  COUNTY, 5.1 MILES SOUTH ALONG THE ROAD LEADING TO
 EJ0736'MAGNET FROM THE MISSOURI PACIFIC RAILROAD STATION AT LONSDALE, GARLAND
 EJ0736'COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH TO TOWER 3, UNIT 5 OF
 EJ0736'THE STATE FOREST SERVICE, 0.2 MILE NORTHEAST OF THE J. O. KIMSEY
 EJ0736'FARMHOUSE, 70 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 EJ0736'ROADS, AND 33 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 EJ0736'DISK, STAMPED V 140 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1448 ***********************************************************************
 FG1448  DESIGNATION -  V 141
 FG1448  PID         -  FG1448
 FG1448  STATE/COUNTY-  AR/JOHNSON
 FG1448  USGS QUAD   -  OARK (1973)
 FG1448
 FG1448                         *CURRENT SURVEY CONTROL
 FG1448  ___________________________________________________________________
 FG1448* NAD 83(1986)-  35 41 24.     (N)    093 34 19.     (W)     SCALED    
 FG1448* NAVD 88     -       313.307  (meters)    1027.91   (feet)  ADJUSTED  
 FG1448  ___________________________________________________________________
 FG1448  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FG1448  DYNAMIC HT  -         313.012 (meters)    1026.94  (feet)  COMP
 FG1448  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 FG1448
 FG1448  VERT ORDER  -  SECOND    CLASS 0
 FG1448
 FG1448.The horizontal coordinates were scaled from a topographic map and have
 FG1448.an estimated accuracy of +/- 6 seconds.
 FG1448
 FG1448.The orthometric height was determined by differential leveling
 FG1448.and adjusted by the National Geodetic Survey in June 1991..
 FG1448
 FG1448.The geoid height was determined by GEOID03.
 FG1448
 FG1448.The dynamic height is computed by dividing the NAVD 88
 FG1448.geopotential number by the normal gravity value computed on the
 FG1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1448.degrees latitude (g = 980.6199 gals.).
 FG1448
 FG1448.The modeled gravity was interpolated from observed gravity values.
 FG1448
 FG1448;                    North         East    Units  Estimated Accuracy
 FG1448;SPC AR N     -   151,650.      257,730.      MT  (+/- 180 meters Scaled)
 FG1448
 FG1448                          SUPERSEDED SURVEY CONTROL
 FG1448
 FG1448  NGVD 29 (??/??/92)  313.240  (m)         1027.69   (f) ADJ UNCH    2 0
 FG1448
 FG1448.Superseded values are not recommended for survey control.
 FG1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1448.See file dsdata.txt to determine how the superseded data were derived.
 FG1448
 FG1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV482497(NAD 83)
 FG1448_MARKER: DB = BENCH MARK DISK
 FG1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1448_STAMPING: V 141 1935
 FG1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1448+STABILITY: SURFACE MOTION
 FG1448
 FG1448  HISTORY     - Date     Condition        Report By
 FG1448  HISTORY     - 1935     MONUMENTED       CGS
 FG1448  HISTORY     - 1940     GOOD             NGS
 FG1448  HISTORY     - 1983     GOOD             ARHD
 FG1448
 FG1448                          STATION DESCRIPTION
 FG1448
 FG1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FG1448'IN OARK.
 FG1448'AT OARK, JOHNSON COUNTY, 3 FEET EAST OF THE NORTHEAST CORNER OF THE
 FG1448'POST OFFICE, 115 FEET NORTH OF THE OARK-OLD FALLSVILLE ROAD, 4 FEET
 FG1448'SOUTHWEST OF A SOUTHEAST FENCE CORNER, AND 1 FOOT SOUTHEAST OF A
 FG1448'FENCE.  A STANDARD DISK, STAMPED V 141 1935 AND SET IN THE TOP OF A
 FG1448'CONCRETE POST.
 FG1448
 FG1448                          STATION RECOVERY (1983)
 FG1448
 FG1448'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1983
 FG1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1458 ***********************************************************************
 FG1458  DESIGNATION -  V 142
 FG1458  PID         -  FG1458
 FG1458  STATE/COUNTY-  AR/JOHNSON
 FG1458  USGS QUAD   -  YALE (1973)
 FG1458
 FG1458                         *CURRENT SURVEY CONTROL
 FG1458  ___________________________________________________________________
 FG1458* NAD 83(1986)-  35 44 04.     (N)    093 39 16.     (W)     SCALED    
 FG1458* NAVD 88     -       530.423  (meters)    1740.23   (feet)  ADJUSTED  
 FG1458  ___________________________________________________________________
 FG1458  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FG1458  DYNAMIC HT  -         529.930 (meters)    1738.61  (feet)  COMP
 FG1458  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 FG1458
 FG1458  VERT ORDER  -  SECOND    CLASS 0
 FG1458
 FG1458.The horizontal coordinates were scaled from a topographic map and have
 FG1458.an estimated accuracy of +/- 6 seconds.
 FG1458
 FG1458.The orthometric height was determined by differential leveling
 FG1458.and adjusted by the National Geodetic Survey in June 1991..
 FG1458
 FG1458.The geoid height was determined by GEOID03.
 FG1458
 FG1458.The dynamic height is computed by dividing the NAVD 88
 FG1458.geopotential number by the normal gravity value computed on the
 FG1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1458.degrees latitude (g = 980.6199 gals.).
 FG1458
 FG1458.The modeled gravity was interpolated from observed gravity values.
 FG1458
 FG1458;                    North         East    Units  Estimated Accuracy
 FG1458;SPC AR N     -   156,700.      250,350.      MT  (+/- 180 meters Scaled)
 FG1458
 FG1458                          SUPERSEDED SURVEY CONTROL
 FG1458
 FG1458  NGVD 29 (??/??/92)  530.351  (m)         1739.99   (f) ADJ UNCH    2 0
 FG1458
 FG1458.Superseded values are not recommended for survey control.
 FG1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1458.See file dsdata.txt to determine how the superseded data were derived.
 FG1458
 FG1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV408546(NAD 83)
 FG1458_MARKER: DB = BENCH MARK DISK
 FG1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1458_STAMPING: V 142 1935
 FG1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1458+STABILITY: SURFACE MOTION
 FG1458
 FG1458  HISTORY     - Date     Condition        Report By
 FG1458  HISTORY     - 1935     MONUMENTED       CGS
 FG1458  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1458
 FG1458                          STATION DESCRIPTION
 FG1458
 FG1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1458'6.0 MI N FROM YALE.
 FG1458'6.0 MILES NORTH ALONG THE OLD STAGE ROAD LEADING TO DUTTON FROM THE
 FG1458'SCHOOL AT YALE, JOHNSON COUNTY, ON THE TOP OF A RIDGE, 0.6 MILE EAST
 FG1458'OF A ROUND KNOLL, 0.3 MILE EAST OF THE ARCH SHIPP FARMHOUSE, AT A ROAD
 FG1458'FORK, 24 FEET NORTH OF THE CENTERLINE OF THE OLD STAGE ROAD, 25 FEET
 FG1458'NORTHWEST OF THE CENTER OF THE ROAD FORK, 60 FEET EAST OF A SOUTHEAST
 FG1458'FENCE CORNER, AND 29 FEET WEST OF A 12-INCH OAK TREE.  A STANDARD
 FG1458'DISK, STAMPED V 142 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1458
 FG1458                          STATION RECOVERY (1973)
 FG1458
 FG1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1964 ***********************************************************************
 FG1964  DESIGNATION -  V 143 RESET
 FG1964  PID         -  FG1964
 FG1964  STATE/COUNTY-  AR/MADISON
 FG1964  USGS QUAD   -  WITTER (1973)
 FG1964
 FG1964                         *CURRENT SURVEY CONTROL
 FG1964  ___________________________________________________________________
 FG1964* NAD 83(1986)-  35 58 32.     (N)    093 41 23.     (W)     SCALED    
 FG1964* NAVD 88     -       534.02   (meters)    1752.0    (feet)  RESET     
 FG1964  ___________________________________________________________________
 FG1964  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG1964
 FG1964  VERT ORDER  -  THIRD
 FG1964
 FG1964.The horizontal coordinates were scaled from a topographic map and have
 FG1964.an estimated accuracy of +/- 6 seconds.
 FG1964
 FG1964.The orthometric height was computed from unverified reset data.
 FG1964
 FG1964.The geoid height was determined by GEOID03.
 FG1964
 FG1964;                    North         East    Units  Estimated Accuracy
 FG1964;SPC AR N     -   183,500.      247,620.      MT  (+/- 180 meters Scaled)
 FG1964
 FG1964                          SUPERSEDED SURVEY CONTROL
 FG1964
 FG1964  NGVD 29 (08/21/02)  533.89   (m)         1751.6    (f) RESET       3  
 FG1964
 FG1964.Superseded values are not recommended for survey control.
 FG1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1964.See file dsdata.txt to determine how the superseded data were derived.
 FG1964
 FG1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV378814(NAD 83)
 FG1964_MARKER: DV = VERTICAL CONTROL DISK
 FG1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1964_SP_SET: CONCRETE POST
 FG1964_STAMPING: V 143 RESET 1984
 FG1964_MARK LOGO: NGS   
 FG1964_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1964+STABILITY: SURFACE MOTION
 FG1964
 FG1964  HISTORY     - Date     Condition        Report By
 FG1964  HISTORY     - 1984     MONUMENTED       ARHD
 FG1964
 FG1964                          STATION DESCRIPTION
 FG1964
 FG1964'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1984
 FG1964'2.1 MILES (3.4 KM) SOUTHEAST ALONG HIGHWAY 127 FROM JUNCTION OF
 FG1964'HIGHWAY 23 AT AURORA, 435 FEET (132.6 M) NORTH OF A COUNTY ROAD WEST,
 FG1964'40 FEET (12.2 M) WEST OF CENTER OF HIGHWAY 127, 460 FEET (140.2 M)
 FG1964'SOUTH OF V 143, N 43 DEG E, 6.5 FEET (2.0 M) FROM POWER POLE, S 38 DEG
 FG1964'W, 120.5 FEET (36.7 M) FROM SOUTHWEST CORNER OF OLD FARMHOUSE, S 1
 FG1964'DEG E, 36.5 FEET (11.1 M) FROM BURIED TELEPHONE CABLE PEDESTAL NO
 FG1964'3/13, S 84 DEG W, 76 FEET (23.2 M) FROM BURIED TELEPHONE CABLE
 FG1964'PEDSTAL NO 3/13-1, 1 FOOT (0.3 M) EAST OF A FENCE, WITNESS POST IS 1
 FG1964'FOOT (0.3 M) EAST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0450 ***********************************************************************
 GF0450  DESIGNATION -  V 144
 GF0450  PID         -  GF0450
 GF0450  STATE/COUNTY-  AR/MADISON
 GF0450  USGS QUAD   -  KINGSTON (1973)
 GF0450
 GF0450                         *CURRENT SURVEY CONTROL
 GF0450  ___________________________________________________________________
 GF0450* NAD 83(1986)-  36 04 12.     (N)    093 30 23.     (W)     SCALED    
 GF0450* NAVD 88     -       522.404  (meters)    1713.92   (feet)  ADJUSTED  
 GF0450  ___________________________________________________________________
 GF0450  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GF0450  DYNAMIC HT  -         521.926 (meters)    1712.35  (feet)  COMP
 GF0450  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 GF0450
 GF0450  VERT ORDER  -  SECOND    CLASS 0
 GF0450
 GF0450.The horizontal coordinates were scaled from a topographic map and have
 GF0450.an estimated accuracy of +/- 6 seconds.
 GF0450
 GF0450.The orthometric height was determined by differential leveling
 GF0450.and adjusted by the National Geodetic Survey in June 1991..
 GF0450
 GF0450.The geoid height was determined by GEOID03.
 GF0450
 GF0450.The dynamic height is computed by dividing the NAVD 88
 GF0450.geopotential number by the normal gravity value computed on the
 GF0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0450.degrees latitude (g = 980.6199 gals.).
 GF0450
 GF0450.The modeled gravity was interpolated from observed gravity values.
 GF0450
 GF0450;                    North         East    Units  Estimated Accuracy
 GF0450;SPC AR N     -   193,710.      264,310.      MT  (+/- 180 meters Scaled)
 GF0450
 GF0450                          SUPERSEDED SURVEY CONTROL
 GF0450
 GF0450  NGVD 29 (??/??/92)  522.293  (m)         1713.56   (f) ADJ UNCH    2 0
 GF0450
 GF0450.Superseded values are not recommended for survey control.
 GF0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0450.See file dsdata.txt to determine how the superseded data were derived.
 GF0450
 GF0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV544918(NAD 83)
 GF0450_MARKER: DB = BENCH MARK DISK
 GF0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0450_STAMPING: V 144 1935
 GF0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0450+STABILITY: SURFACE MOTION
 GF0450
 GF0450  HISTORY     - Date     Condition        Report By
 GF0450  HISTORY     - 1935     MONUMENTED       CGS
 GF0450  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0450
 GF0450                          STATION DESCRIPTION
 GF0450
 GF0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0450'0.8 MI E FROM KINGSTON.
 GF0450'0.8 MILE EAST ALONG STATE HIGHWAY 21 FROM THE BRIDGE OVER MAXWELL
 GF0450'CREEK AT KINGSTON, MADISON COUNTY, 1.2 MILES NORTHEAST ALONG
 GF0450'THE KINGSTON-OSAGE ROAD, 150 FEET NORTHEAST OF THE NORTHEAST CORNER
 GF0450'OF THE SARA GREGG FARMHOUSE, 78 FEET SOUTHEAST OF THE SOUTH END OF
 GF0450'A SMALL BRIDGE, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 GF0450'1 1/2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED V 144
 GF0450'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0450
 GF0450                          STATION RECOVERY (1965)
 GF0450
 GF0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0521 ***********************************************************************
 GF0521  DESIGNATION -  V 145
 GF0521  PID         -  GF0521
 GF0521  STATE/COUNTY-  AR/CARROLL
 GF0521  USGS QUAD   -  BERRYVILLE (1972)
 GF0521
 GF0521                         *CURRENT SURVEY CONTROL
 GF0521  ___________________________________________________________________
 GF0521* NAD 83(1986)-  36 15 18.     (N)    093 31 25.     (W)     SCALED    
 GF0521* NAVD 88     -       466.364  (meters)    1530.06   (feet)  ADJUSTED  
 GF0521  ___________________________________________________________________
 GF0521  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GF0521  DYNAMIC HT  -         465.941 (meters)    1528.67  (feet)  COMP
 GF0521  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 GF0521
 GF0521  VERT ORDER  -  SECOND    CLASS 0
 GF0521
 GF0521.The horizontal coordinates were scaled from a topographic map and have
 GF0521.an estimated accuracy of +/- 6 seconds.
 GF0521
 GF0521.The orthometric height was determined by differential leveling
 GF0521.and adjusted by the National Geodetic Survey in June 1991..
 GF0521
 GF0521.The geoid height was determined by GEOID03.
 GF0521
 GF0521.The dynamic height is computed by dividing the NAVD 88
 GF0521.geopotential number by the normal gravity value computed on the
 GF0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0521.degrees latitude (g = 980.6199 gals.).
 GF0521
 GF0521.The modeled gravity was interpolated from observed gravity values.
 GF0521
 GF0521;                    North         East    Units  Estimated Accuracy
 GF0521;SPC AR N     -   214,260.      263,070.      MT  (+/- 180 meters Scaled)
 GF0521
 GF0521                          SUPERSEDED SURVEY CONTROL
 GF0521
 GF0521  NGVD 29 (??/??/92)  466.232  (m)         1529.63   (f) ADJ UNCH    2 0
 GF0521
 GF0521.Superseded values are not recommended for survey control.
 GF0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0521.See file dsdata.txt to determine how the superseded data were derived.
 GF0521
 GF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA529123(NAD 83)
 GF0521_MARKER: DB = BENCH MARK DISK
 GF0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0521_STAMPING: V 145 1935
 GF0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0521+STABILITY: SURFACE MOTION
 GF0521
 GF0521  HISTORY     - Date     Condition        Report By
 GF0521  HISTORY     - 1935     MONUMENTED       CGS
 GF0521  HISTORY     - 1940     GOOD             NGS
 GF0521  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0521
 GF0521                          STATION DESCRIPTION
 GF0521
 GF0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GF0521'2 MI S FROM CABANAL.
 GF0521'2 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 GF0521'CABANAL, CARROLL COUNTY, 175 FEET NORTHEAST OF THE OSSIE MC KINNEY
 GF0521'FARMHOUSE, 63 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 38 FEET
 GF0521'NORTH OF A CREEK, 21 FEET NORTH OF AN 8-INCH OAK TREE IN A CLUSTER
 GF0521'OF SMALLER OAKS, AND 18 FEET WEST OF AN 8-INCH PINE TREE.  A
 GF0521'STANDARD DISK, STAMPED V 145 1935 AND SET IN THE TOP OF A CONCRETE
 GF0521'POST.
 GF0521
 GF0521                          STATION RECOVERY (1971)
 GF0521
 GF0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0559 ***********************************************************************
 FG0559  DESIGNATION -  V 146
 FG0559  PID         -  FG0559
 FG0559  STATE/COUNTY-  AR/VAN BUREN
 FG0559  USGS QUAD   -  LESLIE (1963)
 FG0559
 FG0559                         *CURRENT SURVEY CONTROL
 FG0559  ___________________________________________________________________
 FG0559* NAD 83(1986)-  35 46 52.     (N)    092 32 07.     (W)     SCALED    
 FG0559* NAVD 88     -       403.403  (meters)    1323.50   (feet)  ADJUSTED  
 FG0559  ___________________________________________________________________
 FG0559  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FG0559  DYNAMIC HT  -         403.033 (meters)    1322.28  (feet)  COMP
 FG0559  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FG0559
 FG0559  VERT ORDER  -  SECOND    CLASS 0
 FG0559
 FG0559.The horizontal coordinates were scaled from a topographic map and have
 FG0559.an estimated accuracy of +/- 6 seconds.
 FG0559
 FG0559.The orthometric height was determined by differential leveling
 FG0559.and adjusted by the National Geodetic Survey in June 1991..
 FG0559
 FG0559.The geoid height was determined by GEOID03.
 FG0559
 FG0559.The dynamic height is computed by dividing the NAVD 88
 FG0559.geopotential number by the normal gravity value computed on the
 FG0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0559.degrees latitude (g = 980.6199 gals.).
 FG0559
 FG0559.The modeled gravity was interpolated from observed gravity values.
 FG0559
 FG0559;                    North         East    Units  Estimated Accuracy
 FG0559;SPC AR N     -   160,750.      351,610.      MT  (+/- 180 meters Scaled)
 FG0559
 FG0559                          SUPERSEDED SURVEY CONTROL
 FG0559
 FG0559  NGVD 29 (??/??/92)  403.290  (m)         1323.13   (f) ADJ UNCH    2 0
 FG0559
 FG0559.Superseded values are not recommended for survey control.
 FG0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0559.See file dsdata.txt to determine how the superseded data were derived.
 FG0559
 FG0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV420597(NAD 83)
 FG0559_MARKER: DB = BENCH MARK DISK
 FG0559_SETTING: 66 = SET IN ROCK OUTCROP
 FG0559_SP_SET: ROCK
 FG0559_STAMPING: V-146 1935
 FG0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0559+STABILITY: POSITION/ELEVATION WELL
 FG0559
 FG0559  HISTORY     - Date     Condition        Report By
 FG0559  HISTORY     - 1935     MONUMENTED       CGS
 FG0559  HISTORY     - 1962     MARK NOT FOUND   USGS
 FG0559
 FG0559                          STATION DESCRIPTION
 FG0559
 FG0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0559'2 MI N FROM DENNARD.
 FG0559'2 MILES NORTH OF, ALONG U. S. HIGHWAY NO. 65 FROM JUNCTION WITH ROAD
 FG0559'LEADING TO WITT SPRINGS.  STANDARD BRONZE TABLET SET IN SANDSTONE
 FG0559'LEDGE ROCK.  ABOUT 14 FEET BY 60 FEET ALONG U. S. HIGHWAY NO. 65.
 FG0559'ABOUT 200 FEET SOUTH OF SOUTH SIDE OF F. A. STECKELS FARM HOUSE. 34.6
 FG0559'FEET NORTHWEST OF JUNCTION OF U. S. HIGHWAY NO. 65 AND ROAD LEADING TO
 FG0559'STECKEL FARM HOUSE.  34.0 FEET NORTH OF CENTERLINE OF U. S. HIGHWAY
 FG0559'NO. 65.  23.4 FEET WEST OF NORTHWEST CORNER OF ENTRANCE GATE TO F. A.
 FG0559'STECKELS FARM HOUSE.  7.6 FEET NORTHWEST OF U. S. MAIL BOX. 7.6 FEET
 FG0559'SOUTH OF FENCE PARALLELING U. S. HIGHWAY NO. 65. 6.0 FEET NORTH OF
 FG0559'SOUTH LEDGE WALL OF ROCK. STANDARD BRONZE TABLET SET HORIZONTALLY IN
 FG0559'SANDSTONE ROCK.
 FG0559
 FG0559                          STATION RECOVERY (1962)
 FG0559
 FG0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FG0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0560 ***********************************************************************
 FG0560  DESIGNATION -  V 146 RESET
 FG0560  PID         -  FG0560
 FG0560  STATE/COUNTY-  AR/VAN BUREN
 FG0560  USGS QUAD   -  LESLIE (1963)
 FG0560
 FG0560                         *CURRENT SURVEY CONTROL
 FG0560  ___________________________________________________________________
 FG0560* NAD 83(1986)-  35 46 52.     (N)    092 32 07.     (W)     SCALED    
 FG0560* NAVD 88     -       404.78   (meters)    1328.0    (feet)  RESET     
 FG0560  ___________________________________________________________________
 FG0560  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FG0560
 FG0560  VERT ORDER  -  THIRD
 FG0560
 FG0560.The horizontal coordinates were scaled from a topographic map and have
 FG0560.an estimated accuracy of +/- 6 seconds.
 FG0560
 FG0560.The orthometric height was computed from unverified reset data.
 FG0560
 FG0560.The geoid height was determined by GEOID03.
 FG0560
 FG0560;                    North         East    Units  Estimated Accuracy
 FG0560;SPC AR N     -   160,750.      351,610.      MT  (+/- 180 meters Scaled)
 FG0560
 FG0560                          SUPERSEDED SURVEY CONTROL
 FG0560
 FG0560.No superseded survey control is available for this station.
 FG0560
 FG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV420597(NAD 83)
 FG0560_MARKER: DB = BENCH MARK DISK
 FG0560_SETTING: 66 = SET IN ROCK OUTCROP
 FG0560_SP_SET: SNDSTONE OUTCROP
 FG0560_STAMPING: V 146 RESET 1962
 FG0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0560+STABILITY: POSITION/ELEVATION WELL
 FG0560
 FG0560  HISTORY     - Date     Condition        Report By
 FG0560  HISTORY     - 1962     MONUMENTED       CGS
 FG0560
 FG0560                          STATION DESCRIPTION
 FG0560
 FG0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0560'2.0 MI N FROM DENNARD.
 FG0560'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE JUNCTION WITH
 FG0560'STATE HIGHWAY 254 AT DENNARD, NEAR THE POINT WHERE A 5-WIRE
 FG0560'TRANSMISSION LINE CROSSES OVER HIGHWAY, ABOUT 75 FEET NORTH OF THE
 FG0560'CENTERLINE OF THE HIGHWAY, ABOUT 3 FEET EAST OF A POINT UNDER THE EAST
 FG0560'LINE OF TRANSMISSION LINES AND ON THE TOP OF A SANDSTONE OUTCROP, AND
 FG0560'JUST ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0535 ***********************************************************************
 FG0535  DESIGNATION -  V 147
 FG0535  PID         -  FG0535
 FG0535  STATE/COUNTY-  AR/VAN BUREN
 FG0535  USGS QUAD   -  ALREAD (1965)
 FG0535
 FG0535                         *CURRENT SURVEY CONTROL
 FG0535  ___________________________________________________________________
 FG0535* NAD 83(1986)-  35 40 17.     (N)    092 38 52.     (W)     SCALED    
 FG0535* NAVD 88     -       463.549  (meters)    1520.83   (feet)  ADJUSTED  
 FG0535  ___________________________________________________________________
 FG0535  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0535  DYNAMIC HT  -         463.105 (meters)    1519.37  (feet)  COMP
 FG0535  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 FG0535
 FG0535  VERT ORDER  -  SECOND    CLASS 0
 FG0535
 FG0535.The horizontal coordinates were scaled from a topographic map and have
 FG0535.an estimated accuracy of +/- 6 seconds.
 FG0535
 FG0535.The orthometric height was determined by differential leveling
 FG0535.and adjusted by the National Geodetic Survey in June 1991..
 FG0535
 FG0535.The geoid height was determined by GEOID03.
 FG0535
 FG0535.The dynamic height is computed by dividing the NAVD 88
 FG0535.geopotential number by the normal gravity value computed on the
 FG0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0535.degrees latitude (g = 980.6199 gals.).
 FG0535
 FG0535.The modeled gravity was interpolated from observed gravity values.
 FG0535
 FG0535;                    North         East    Units  Estimated Accuracy
 FG0535;SPC AR N     -   148,640.      341,360.      MT  (+/- 180 meters Scaled)
 FG0535
 FG0535                          SUPERSEDED SURVEY CONTROL
 FG0535
 FG0535  NGVD 29 (??/??/92)  463.452  (m)         1520.51   (f) ADJ UNCH    2 0
 FG0535
 FG0535.Superseded values are not recommended for survey control.
 FG0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0535.See file dsdata.txt to determine how the superseded data were derived.
 FG0535
 FG0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV318475(NAD 83)
 FG0535_MARKER: DB = BENCH MARK DISK
 FG0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0535_STAMPING: V 147 1935
 FG0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0535+STABILITY: SURFACE MOTION
 FG0535
 FG0535  HISTORY     - Date     Condition        Report By
 FG0535  HISTORY     - 1935     MONUMENTED       CGS
 FG0535  HISTORY     - 1939     GOOD             NGS
 FG0535
 FG0535                          STATION DESCRIPTION
 FG0535
 FG0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0535'1.4 MI SW FROM COPELAND.
 FG0535'1.4 MILES SOUTHWEST ALONG THE UNA ROAD FROM THE JUNCTION OF STATE
 FG0535'HIGHWAY 16 AT COPELAND, VAN BUREN COUNTY, 1.3 MILES EAST OF ARCHEY
 FG0535'FORK OF THE RED RIVER, AT THE B. I. HOPKINS PROPERTY, 25 FEET
 FG0535'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 75 FEET NORTHWEST OF A FENCE,
 FG0535'4 FEET SOUTHEAST OF A BLAZED PINE TREE, AND IN A SMALL GROVE OF PINE
 FG0535'TREES.  A STANDARD DISK, STAMPED V 147 1935 AND SET IN THE TOP OF A
 FG0535'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0545 ***********************************************************************
 FG0545  DESIGNATION -  V 148
 FG0545  PID         -  FG0545
 FG0545  STATE/COUNTY-  AR/VAN BUREN
 FG0545  USGS QUAD   -  SCOTLAND (1965)
 FG0545
 FG0545                         *CURRENT SURVEY CONTROL
 FG0545  ___________________________________________________________________
 FG0545* NAD 83(1986)-  35 36 39.     (N)    092 33 45.     (W)     SCALED    
 FG0545* NAVD 88     -       365.245  (meters)    1198.31   (feet)  ADJUSTED  
 FG0545  ___________________________________________________________________
 FG0545  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FG0545  DYNAMIC HT  -         364.901 (meters)    1197.18  (feet)  COMP
 FG0545  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FG0545
 FG0545  VERT ORDER  -  SECOND    CLASS 0
 FG0545
 FG0545.The horizontal coordinates were scaled from a topographic map and have
 FG0545.an estimated accuracy of +/- 6 seconds.
 FG0545
 FG0545.The orthometric height was determined by differential leveling
 FG0545.and adjusted by the National Geodetic Survey in June 1991..
 FG0545
 FG0545.The geoid height was determined by GEOID03.
 FG0545
 FG0545.The dynamic height is computed by dividing the NAVD 88
 FG0545.geopotential number by the normal gravity value computed on the
 FG0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0545.degrees latitude (g = 980.6199 gals.).
 FG0545
 FG0545.The modeled gravity was interpolated from observed gravity values.
 FG0545
 FG0545;                    North         East    Units  Estimated Accuracy
 FG0545;SPC AR N     -   141,870.      349,040.      MT  (+/- 180 meters Scaled)
 FG0545
 FG0545                          SUPERSEDED SURVEY CONTROL
 FG0545
 FG0545  NGVD 29 (??/??/92)  365.178  (m)         1198.09   (f) ADJ UNCH    2 0
 FG0545
 FG0545.Superseded values are not recommended for survey control.
 FG0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0545.See file dsdata.txt to determine how the superseded data were derived.
 FG0545
 FG0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV396408(NAD 83)
 FG0545_MARKER: DB = BENCH MARK DISK
 FG0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0545_STAMPING: V 148 1935
 FG0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0545+STABILITY: SURFACE MOTION
 FG0545
 FG0545  HISTORY     - Date     Condition        Report By
 FG0545  HISTORY     - 1935     MONUMENTED       CGS
 FG0545  HISTORY     - 1939     GOOD             NGS
 FG0545
 FG0545                          STATION DESCRIPTION
 FG0545
 FG0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0545'8.6 MI NW FROM CLINTON.
 FG0545'8.6 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 FG0545'CLINTON, VAN BUREN COUNTY, 0.5 MILE NORTH OF THE J. B. GOLDEN
 FG0545'FARMHOUSE, 0.4 MILE NORTH OF THE KOCH RIDGE COMMUNITY BUILDING, 0.1
 FG0545'MILE SOUTH OF THE FORREST MYER FARMHOUSE, 116 FEET EAST OF THE
 FG0545'CENTERLINE OF THE HIGHWAY, 48 FEET EAST OF THE CENTERLINE OF AN
 FG0545'ABANDONED ROAD, 17 FEET SOUTHWEST OF A 2-FOOT PINE STUMP, AND 6 FEET
 FG0545'NORTHWEST OF A 6-INCH POST OAK TREE.  A STANDARD DISK, STAMPED V 148
 FG0545'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0538 ***********************************************************************
 FF0538  DESIGNATION -  V 15
 FF0538  PID         -  FF0538
 FF0538  STATE/COUNTY-  AR/CROSS
 FF0538  USGS QUAD   -  WYNNE (1992)
 FF0538
 FF0538                         *CURRENT SURVEY CONTROL
 FF0538  ___________________________________________________________________
 FF0538* NAD 83(1997)-  35 13 23.52845(N)    090 47 12.71097(W)     ADJUSTED  
 FF0538* NAVD 88     -        81.092  (meters)     266.05   (feet)  ADJUSTED  
 FF0538  ___________________________________________________________________
 FF0538  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FF0538  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0538  DYNAMIC HT  -          81.019 (meters)     265.81  (feet)  COMP
 FF0538  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0538
 FF0538  HORZ ORDER  -  THIRD
 FF0538  VERT ORDER  -  FIRST     CLASS II
 FF0538
 FF0538.The horizontal coordinates were established by classical geodetic methods
 FF0538.and adjusted by the National Geodetic Survey in September 1999..
 FF0538.No horizontal observational check was made to the station.
 FF0538
 FF0538.The orthometric height was determined by differential leveling
 FF0538.and adjusted by the National Geodetic Survey in June 1991..
 FF0538
 FF0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0538
 FF0538.The geoid height was determined by GEOID03.
 FF0538
 FF0538.The dynamic height is computed by dividing the NAVD 88
 FF0538.geopotential number by the normal gravity value computed on the
 FF0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0538.degrees latitude (g = 980.6199 gals.).
 FF0538
 FF0538.The modeled gravity was interpolated from observed gravity values.
 FF0538
 FF0538;                    North         East     Units Scale Factor Converg.
 FF0538;SPC AR N     -    99,403.653   510,435.696   MT  0.99995567   +0 42 21.3
 FF0538;SPC AR N     -   326,126.82  1,674,654.45   sFT  0.99995567   +0 42 21.3
 FF0538;UTM  15      - 3,900,040.114   701,419.285   MT  1.00010000   +1 16 36.8
 FF0538
 FF0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0538!SPC AR N     -   0.99999155  x   0.99995567  =   0.99994722
 FF0538!UTM  15      -   0.99999155  x   1.00010000  =   1.00009155
 FF0538
 FF0538                          SUPERSEDED SURVEY CONTROL
 FF0538
 FF0538  NAD 83(1997)-  35 13 23.53376(N)    090 47 12.70785(W) AD(       ) 3
 FF0538  NAD 83(1986)-  35 13 23.53864(N)    090 47 12.71073(W) AD(       ) 3
 FF0538  NAD 27      -  35 13 23.22030(N)    090 47 12.30290(W) AD(       ) 3
 FF0538  NGVD 29 (??/??/??)   81.060  (m)          265.94   (f) ADJUSTED    1 2
 FF0538
 FF0538.Superseded values are not recommended for survey control.
 FF0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0538.See file dsdata.txt to determine how the superseded data were derived.
 FF0538
 FF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0141900040(NAD 83)
 FF0538_MARKER: DB = BENCH MARK DISK
 FF0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0538_SP_SET: STEP
 FF0538_STAMPING: 265.892 V 15 1932
 FF0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0538
 FF0538  HISTORY     - Date     Condition        Report By
 FF0538  HISTORY     - 1954     MONUMENTED       CGS
 FF0538  HISTORY     - 1956     POOR             CGS
 FF0538  HISTORY     - 1970     GOOD             LOCENG
 FF0538  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0538
 FF0538                          STATION DESCRIPTION
 FF0538
 FF0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FF0538'SEE STATION WYNNE
 FF0538
 FF0538                          STATION RECOVERY (1956)
 FF0538
 FF0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0538'AT WYNNE.
 FF0538'AT WYNNE, AT THE JUNCTION OF UNION AVENUE AND SOUTH STATE
 FF0538'STREET, AT THE NORTH ENTRANCE TO THE COURT HOUSE, IN THE TOP OF
 FF0538'THE WEST END OF THE THIRD STEP UP FROM BOTTOM OF STONE STEPS
 FF0538'TO NORTH ENTRANCE TO COURT HOUSE AND ABOUT 2 FEET ABOVE GROUND.
 FF0538'THE STONE STEPS APPEAR TO BE SEPARATING FROM THE BRICK BANISTERS
 FF0538'TO STEP INDICATING THAT THE STEPS ARE PROBABLY SETTLING.
 FF0538'NOTE-- ON STEPS OF COURTHOUSE-OLD COURTHOUSE REMOVED AND NEW
 FF0538'ONE BUILT.
 FF0538
 FF0538                          STATION RECOVERY (1970)
 FF0538
 FF0538'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 FF0538'RECOVERED IN GOOD CONDITION.
 FF0538
 FF0538                          STATION RECOVERY (1981)
 FF0538
 FF0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0614 ***********************************************************************
 FG0614  DESIGNATION -  V 150
 FG0614  PID         -  FG0614
 FG0614  STATE/COUNTY-  AR/SEARCY
 FG0614  USGS QUAD   -  CANAAN (1980)
 FG0614
 FG0614                         *CURRENT SURVEY CONTROL
 FG0614  ___________________________________________________________________
 FG0614* NAD 83(1986)-  35 46 14.     (N)    092 43 41.     (W)     SCALED    
 FG0614* NAVD 88     -       399.021  (meters)    1309.12   (feet)  ADJUSTED  
 FG0614  ___________________________________________________________________
 FG0614  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0614  DYNAMIC HT  -         398.636 (meters)    1307.86  (feet)  COMP
 FG0614  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 FG0614
 FG0614  VERT ORDER  -  SECOND    CLASS 0
 FG0614
 FG0614.The horizontal coordinates were scaled from a topographic map and have
 FG0614.an estimated accuracy of +/- 6 seconds.
 FG0614
 FG0614.The orthometric height was determined by differential leveling
 FG0614.and adjusted by the National Geodetic Survey in June 1991..
 FG0614
 FG0614.The geoid height was determined by GEOID03.
 FG0614
 FG0614.The dynamic height is computed by dividing the NAVD 88
 FG0614.geopotential number by the normal gravity value computed on the
 FG0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0614.degrees latitude (g = 980.6199 gals.).
 FG0614
 FG0614.The modeled gravity was interpolated from observed gravity values.
 FG0614
 FG0614;                    North         East    Units  Estimated Accuracy
 FG0614;SPC AR N     -   159,690.      334,170.      MT  (+/- 180 meters Scaled)
 FG0614
 FG0614                          SUPERSEDED SURVEY CONTROL
 FG0614
 FG0614  NGVD 29 (??/??/92)  398.908  (m)         1308.75   (f) ADJ UNCH    2 0
 FG0614
 FG0614.Superseded values are not recommended for survey control.
 FG0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0614.See file dsdata.txt to determine how the superseded data were derived.
 FG0614
 FG0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV245585(NAD 83)
 FG0614_MARKER: DB = BENCH MARK DISK
 FG0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0614_STAMPING: V 150 1935
 FG0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0614+STABILITY: SURFACE MOTION
 FG0614
 FG0614  HISTORY     - Date     Condition        Report By
 FG0614  HISTORY     - 1935     MONUMENTED       CGS
 FG0614
 FG0614                          STATION DESCRIPTION
 FG0614
 FG0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0614'3 MI SW FROM KAY.
 FG0614'3 MILES SOUTHWEST ALONG THE RED RIVER ROAD FROM THE POST OFFICE AT
 FG0614'KAY, SEARCY COUNTY, 500 FEET NORTHWEST OF BIG RED RIVER, 150 FEET
 FG0614'SOUTHWEST OF CROOKED BRANCH CREEK, AT THE ABANDONED SITE OF THE
 FG0614'WHITESIDE ROBERTSON LUMBER AND STAVE CO., 50 FEET NORTHWEST OF THE
 FG0614'CENTERLINE OF A TRAM ROAD, 43 FEET WEST OF THE JUNCTION OF A TRAM ROAD
 FG0614'AND A ROAD LEADING NORTHWEST, 58 FEET NORTHWEST OF A FENCE, AND 8 1/2
 FG0614'FEET NORTH OF A 20-INCH WALNUT TREE.  A STANDARD DISK, STAMPED V 150
 FG0614'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1163 ***********************************************************************
 EJ1163  DESIGNATION -  V 151
 EJ1163  PID         -  EJ1163
 EJ1163  STATE/COUNTY-  AR/CLARK
 EJ1163  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1163
 EJ1163                         *CURRENT SURVEY CONTROL
 EJ1163  ___________________________________________________________________
 EJ1163* NAD 83(1986)-  34 09 18.     (N)    093 03 52.     (W)     SCALED    
 EJ1163* NAVD 88     -        62.388  (meters)     204.68   (feet)  ADJUSTED  
 EJ1163  ___________________________________________________________________
 EJ1163  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EJ1163  DYNAMIC HT  -          62.326 (meters)     204.48  (feet)  COMP
 EJ1163  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 EJ1163
 EJ1163  VERT ORDER  -  SECOND    CLASS 0
 EJ1163
 EJ1163.The horizontal coordinates were scaled from a topographic map and have
 EJ1163.an estimated accuracy of +/- 6 seconds.
 EJ1163
 EJ1163.The orthometric height was determined by differential leveling
 EJ1163.and adjusted by the National Geodetic Survey in June 1991..
 EJ1163
 EJ1163.The geoid height was determined by GEOID03.
 EJ1163
 EJ1163.The dynamic height is computed by dividing the NAVD 88
 EJ1163.geopotential number by the normal gravity value computed on the
 EJ1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1163.degrees latitude (g = 980.6199 gals.).
 EJ1163
 EJ1163.The modeled gravity was interpolated from observed gravity values.
 EJ1163
 EJ1163;                    North         East    Units  Estimated Accuracy
 EJ1163;SPC AR S     -   565,590.      301,850.      MT  (+/- 180 meters Scaled)
 EJ1163
 EJ1163                          SUPERSEDED SURVEY CONTROL
 EJ1163
 EJ1163  NGVD 29 (??/??/92)   62.404  (m)          204.74   (f) ADJ UNCH    2 0
 EJ1163
 EJ1163.Superseded values are not recommended for survey control.
 EJ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1163.See file dsdata.txt to determine how the superseded data were derived.
 EJ1163
 EJ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT940793(NAD 83)
 EJ1163_MARKER: DB = BENCH MARK DISK
 EJ1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1163_STAMPING: V 151 1935
 EJ1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1163+STABILITY: SURFACE MOTION
 EJ1163
 EJ1163  HISTORY     - Date     Condition        Report By
 EJ1163  HISTORY     - 1935     MONUMENTED       CGS
 EJ1163  HISTORY     - 1987     GOOD             USPSQD
 EJ1163  HISTORY     - 19980425 GOOD             USPSQD
 EJ1163
 EJ1163                          STATION DESCRIPTION
 EJ1163
 EJ1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1163'3.2 MI N FROM ARKADELPHIA.
 EJ1163'3.2 MILES NORTH ALONG U.S. HIGHWAY 67 AND STATE HIGHWAY 7 FROM THE
 EJ1163'POST OFFICE AT ARKADELPHIA, 1.5 MILES SOUTH OF THE CADDO RIVER, 51
 EJ1163'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 41.2 FEET NORTHWEST OF THE
 EJ1163'NORTHWEST CORNER OF THE WEST HEADWALL OF A CONCRETE PIPE CULVERT, AND
 EJ1163'7 FEET NORTH OF THE SOUTH END OF A STONE FENCE.  A STANDARD DISK,
 EJ1163'STAMPED V 151 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1163
 EJ1163                          STATION RECOVERY (1987)
 EJ1163
 EJ1163'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 EJ1163'RECOVERED IN GOOD CONDITION.
 EJ1163
 EJ1163                          STATION RECOVERY (1998)
 EJ1163
 EJ1163'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0419 ***********************************************************************
 GF0419  DESIGNATION -  V 152
 GF0419  PID         -  GF0419
 GF0419  STATE/COUNTY-  AR/NEWTON
 GF0419  USGS QUAD   -  JASPER (1975)
 GF0419
 GF0419                         *CURRENT SURVEY CONTROL
 GF0419  ___________________________________________________________________
 GF0419* NAD 83(1986)-  36 01 10.     (N)    093 12 28.     (W)     SCALED    
 GF0419* NAVD 88     -       450.993  (meters)    1479.63   (feet)  ADJUSTED  
 GF0419  ___________________________________________________________________
 GF0419  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GF0419  DYNAMIC HT  -         450.583 (meters)    1478.29  (feet)  COMP
 GF0419  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GF0419
 GF0419  VERT ORDER  -  SECOND    CLASS 0
 GF0419
 GF0419.The horizontal coordinates were scaled from a topographic map and have
 GF0419.an estimated accuracy of +/- 6 seconds.
 GF0419
 GF0419.The orthometric height was determined by differential leveling
 GF0419.and adjusted by the National Geodetic Survey in June 1991..
 GF0419
 GF0419.The geoid height was determined by GEOID03.
 GF0419
 GF0419.The dynamic height is computed by dividing the NAVD 88
 GF0419.geopotential number by the normal gravity value computed on the
 GF0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0419.degrees latitude (g = 980.6199 gals.).
 GF0419
 GF0419.The modeled gravity was interpolated from observed gravity values.
 GF0419
 GF0419;                    North         East    Units  Estimated Accuracy
 GF0419;SPC AR N     -   187,730.      291,140.      MT  (+/- 180 meters Scaled)
 GF0419
 GF0419                          SUPERSEDED SURVEY CONTROL
 GF0419
 GF0419  NGVD 29 (??/??/92)  450.892  (m)         1479.30   (f) ADJ UNCH    2 0
 GF0419
 GF0419.Superseded values are not recommended for survey control.
 GF0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0419.See file dsdata.txt to determine how the superseded data were derived.
 GF0419
 GF0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV812861(NAD 83)
 GF0419_MARKER: DB = BENCH MARK DISK
 GF0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0419_STAMPING: V 152 1935
 GF0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0419+STABILITY: SURFACE MOTION
 GF0419
 GF0419  HISTORY     - Date     Condition        Report By
 GF0419  HISTORY     - 1935     MONUMENTED       CGS
 GF0419
 GF0419                          STATION DESCRIPTION
 GF0419
 GF0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0419'2.1 MI W FROM JASPER.
 GF0419'2.1 MILES WEST ALONG THE JASPER-PONCA ROAD FROM THE COURTHOUSE AT
 GF0419'JASPER, NEWTON COUNTY, 135 FEET SOUTHWEST OF A RIGHT-ANGLE
 GF0419'CURVE IN THE ROAD, 46 FEET SOUTH OF THE SOUTHEAST CORNER OF THE L.
 GF0419'ALLEN FARMHOUSE ON THE BIRT REED FARM, 29 FEET NORTHWEST OF THE
 GF0419'CENTERLINE OF THE ROAD, AND 8 FEET SOUTHEAST OF A 16-INCH OAK
 GF0419'TREE.  A STANDARD DISK, STAMPED V 152 1935 AND SET IN THE
 GF0419'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0790 ***********************************************************************
 FG0790  DESIGNATION -  V 156
 FG0790  PID         -  FG0790
 FG0790  STATE/COUNTY-  AR/NEWTON
 FG0790  USGS QUAD   -  BOXLEY (1975)
 FG0790
 FG0790                         *CURRENT SURVEY CONTROL
 FG0790  ___________________________________________________________________
 FG0790* NAD 83(1986)-  35 54 18.     (N)    093 27 19.     (W)     SCALED    
 FG0790* NAVD 88     -       655.744  (meters)    2151.39   (feet)  ADJUSTED  
 FG0790  ___________________________________________________________________
 FG0790  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG0790  DYNAMIC HT  -         655.111 (meters)    2149.31  (feet)  COMP
 FG0790  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 FG0790
 FG0790  VERT ORDER  -  SECOND    CLASS 0
 FG0790
 FG0790.The horizontal coordinates were scaled from a topographic map and have
 FG0790.an estimated accuracy of +/- 6 seconds.
 FG0790
 FG0790.The orthometric height was determined by differential leveling
 FG0790.and adjusted by the National Geodetic Survey in June 1991..
 FG0790
 FG0790.The geoid height was determined by GEOID03.
 FG0790
 FG0790.The dynamic height is computed by dividing the NAVD 88
 FG0790.geopotential number by the normal gravity value computed on the
 FG0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0790.degrees latitude (g = 980.6199 gals.).
 FG0790
 FG0790.The modeled gravity was interpolated from observed gravity values.
 FG0790
 FG0790;                    North         East    Units  Estimated Accuracy
 FG0790;SPC AR N     -   175,340.      268,640.      MT  (+/- 180 meters Scaled)
 FG0790
 FG0790                          SUPERSEDED SURVEY CONTROL
 FG0790
 FG0790  NGVD 29 (??/??/92)  655.644  (m)         2151.06   (f) ADJ UNCH    2 0
 FG0790
 FG0790.Superseded values are not recommended for survey control.
 FG0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0790.See file dsdata.txt to determine how the superseded data were derived.
 FG0790
 FG0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV589735(NAD 83)
 FG0790_MARKER: DB = BENCH MARK DISK
 FG0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0790_STAMPING: V 156 1935
 FG0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0790+STABILITY: SURFACE MOTION
 FG0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0790+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 FG0790
 FG0790  HISTORY     - Date     Condition        Report By
 FG0790  HISTORY     - 1935     MONUMENTED       CGS
 FG0790  HISTORY     - 20050725 GOOD             GEOCAC
 FG0790
 FG0790                          STATION DESCRIPTION
 FG0790
 FG0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0790'1.2 MI SW FROM BOXLEY.
 FG0790'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 FG0790'BOXLEY, NEWTON COUNTY, 5.5 MILES SOUTHWEST ALONG THE BOXLEY-REDSTAR
 FG0790'ROAD, AT CAVE MOUNTAIN SCHOOL, 71 FEET NORTH OF THE NORTHEAST CORNER
 FG0790'OF THE BUILDING, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, 24 FEET
 FG0790'WEST OF THE SOUTHEAST CORNER OF A CEMETERY, AND 1 FOOT SOUTH OF A
 FG0790'FENCE.  A STANDARD DISK, STAMPED V 156 1935 AND SET IN THE TOP OF A
 FG0790'CONCRETE POST.
 FG0790
 FG0790                          STATION RECOVERY (2005)
 FG0790
 FG0790'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG0790'MARK IS NOW LOCATED INSIDE THE CEMETARY GATES AND FENCING.  IT
 FG0790'DIRECTLY BEHIND A NEWER GRAVESTONE AND IS ABOUT 10 FEET WEST OF THE
 FG0790'WIRE FENCING ALONG THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0413 ***********************************************************************
 GF0413  DESIGNATION -  V 157
 GF0413  PID         -  GF0413
 GF0413  STATE/COUNTY-  AR/CARROLL
 GF0413  USGS QUAD   -  OSAGE NE (1968)
 GF0413
 GF0413                         *CURRENT SURVEY CONTROL
 GF0413  ___________________________________________________________________
 GF0413* NAD 83(1986)-  36 14 13.     (N)    093 19 55.     (W)     SCALED    
 GF0413* NAVD 88     -       402.267  (meters)    1319.77   (feet)  ADJUSTED  
 GF0413  ___________________________________________________________________
 GF0413  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GF0413  DYNAMIC HT  -         401.901 (meters)    1318.57  (feet)  COMP
 GF0413  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 GF0413
 GF0413  VERT ORDER  -  SECOND    CLASS 0
 GF0413
 GF0413.The horizontal coordinates were scaled from a topographic map and have
 GF0413.an estimated accuracy of +/- 6 seconds.
 GF0413
 GF0413.The orthometric height was determined by differential leveling
 GF0413.and adjusted by the National Geodetic Survey in June 1991..
 GF0413
 GF0413.The geoid height was determined by GEOID03.
 GF0413
 GF0413.The dynamic height is computed by dividing the NAVD 88
 GF0413.geopotential number by the normal gravity value computed on the
 GF0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0413.degrees latitude (g = 980.6199 gals.).
 GF0413
 GF0413.The modeled gravity was interpolated from observed gravity values.
 GF0413
 GF0413;                    North         East    Units  Estimated Accuracy
 GF0413;SPC AR N     -   212,010.      280,270.      MT  (+/- 180 meters Scaled)
 GF0413
 GF0413                          SUPERSEDED SURVEY CONTROL
 GF0413
 GF0413  NGVD 29 (??/??/92)  402.143  (m)         1319.36   (f) ADJ UNCH    2 0
 GF0413
 GF0413.Superseded values are not recommended for survey control.
 GF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0413.See file dsdata.txt to determine how the superseded data were derived.
 GF0413
 GF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA701102(NAD 83)
 GF0413_MARKER: DB = BENCH MARK DISK
 GF0413_SETTING: 0 = UNSPECIFIED SETTING
 GF0413_STAMPING: V 157 1935
 GF0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0413
 GF0413  HISTORY     - Date     Condition        Report By
 GF0413  HISTORY     - 1935     MONUMENTED       CGS
 GF0413
 GF0413                          STATION DESCRIPTION
 GF0413
 GF0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0413'2.1 MI S FROM CARROLLTON.
 GF0413'2.1 MILES SOUTH OF, ALONG ST. HWY. 68, FROM POST OFFICE.  MARK
 GF0413'SET ON SLOPE OF HILL, ABOUT 500 FEET SOUTH OF UNPAINTED FARM
 GF0413'HOUSE, 70.5 FEET NORTH OF SUDDEN DROP INTO VALLEY, 32.4 FEET
 GF0413'EAST OF CENTERLINE OF ST. HWY. 68, 17.6 FEET WEST OF 10 INCH
 GF0413'CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0414 ***********************************************************************
 GF0414  DESIGNATION -  V 157 RESET
 GF0414  PID         -  GF0414
 GF0414  STATE/COUNTY-  AR/CARROLL
 GF0414  USGS QUAD   -  OSAGE NE (1968)
 GF0414
 GF0414                         *CURRENT SURVEY CONTROL
 GF0414  ___________________________________________________________________
 GF0414* NAD 83(1986)-  36 14 13.     (N)    093 19 55.     (W)     SCALED    
 GF0414* NAVD 88     -       402.07   (+/-2cm)    1319.1    (feet)  VERTCON   
 GF0414  ___________________________________________________________________
 GF0414  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GF0414
 GF0414  VERT ORDER  -  THIRD (See Below)
 GF0414
 GF0414.The horizontal coordinates were scaled from a topographic map and have
 GF0414.an estimated accuracy of +/- 6 seconds.
 GF0414
 GF0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0414.The vertical order pertains to the NGVD 29 superseded value.
 GF0414
 GF0414.The geoid height was determined by GEOID03.
 GF0414
 GF0414;                    North         East    Units  Estimated Accuracy
 GF0414;SPC AR N     -   212,010.      280,270.      MT  (+/- 180 meters Scaled)
 GF0414
 GF0414                          SUPERSEDED SURVEY CONTROL
 GF0414
 GF0414  NGVD 29 (??/??/??)  401.95   (m)         1318.7    (f) RESET       3  
 GF0414
 GF0414.Superseded values are not recommended for survey control.
 GF0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0414.See file dsdata.txt to determine how the superseded data were derived.
 GF0414
 GF0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA701102(NAD 83)
 GF0414_MARKER: DB = BENCH MARK DISK
 GF0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0414_STAMPING: V 157 RESET 1956
 GF0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0414+STABILITY: SURFACE MOTION
 GF0414
 GF0414  HISTORY     - Date     Condition        Report By
 GF0414  HISTORY     - 1956     MONUMENTED       ARHD
 GF0414  HISTORY     - 1956     GOOD             NGS
 GF0414
 GF0414                          STATION DESCRIPTION
 GF0414
 GF0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GF0414'1.9 MI SW FROM CARROLLTON.
 GF0414'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE STORE AT
 GF0414'CARROLLTON, CARROLL COUNTY, 615 FEET NORTH OF THE CENTER OF A
 GF0414'6 X 5-FOOT CONCRETE CULVERT.  A STANDARD DISK, STAMPED V 157
 GF0414'RESET 1956 AND SET IN THE TOP OF AN 8 X 8-INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0405 ***********************************************************************
 GF0405  DESIGNATION -  V 158
 GF0405  PID         -  GF0405
 GF0405  STATE/COUNTY-  AR/BOONE
 GF0405  USGS QUAD   -  GAITHER (1967)
 GF0405
 GF0405                         *CURRENT SURVEY CONTROL
 GF0405  ___________________________________________________________________
 GF0405* NAD 83(1986)-  36 11 38.     (N)    093 13 56.     (W)     SCALED    
 GF0405* NAVD 88     -       437.008  (meters)    1433.75   (feet)  ADJUSTED  
 GF0405  ___________________________________________________________________
 GF0405  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GF0405  DYNAMIC HT  -         436.605 (meters)    1432.43  (feet)  COMP
 GF0405  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GF0405
 GF0405  VERT ORDER  -  SECOND    CLASS 0
 GF0405
 GF0405.The horizontal coordinates were scaled from a topographic map and have
 GF0405.an estimated accuracy of +/- 6 seconds.
 GF0405
 GF0405.The orthometric height was determined by differential leveling
 GF0405.and adjusted by the National Geodetic Survey in June 1991..
 GF0405
 GF0405.The geoid height was determined by GEOID03.
 GF0405
 GF0405.The dynamic height is computed by dividing the NAVD 88
 GF0405.geopotential number by the normal gravity value computed on the
 GF0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0405.degrees latitude (g = 980.6199 gals.).
 GF0405
 GF0405.The modeled gravity was interpolated from observed gravity values.
 GF0405
 GF0405;                    North         East    Units  Estimated Accuracy
 GF0405;SPC AR N     -   207,110.      289,180.      MT  (+/- 180 meters Scaled)
 GF0405
 GF0405                          SUPERSEDED SURVEY CONTROL
 GF0405
 GF0405  NGVD 29 (??/??/92)  436.873  (m)         1433.31   (f) ADJ UNCH    2 0
 GF0405
 GF0405.Superseded values are not recommended for survey control.
 GF0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0405.See file dsdata.txt to determine how the superseded data were derived.
 GF0405
 GF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA791054(NAD 83)
 GF0405_MARKER: DB = BENCH MARK DISK
 GF0405_SETTING: 80 = SET IN A BOULDER
 GF0405_SP_SET: BOULDER
 GF0405_STAMPING: V 158 1935
 GF0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0405+STABILITY: SURFACE MOTION
 GF0405
 GF0405  HISTORY     - Date     Condition        Report By
 GF0405  HISTORY     - 1935     MONUMENTED       CGS
 GF0405  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0405
 GF0405                          STATION DESCRIPTION
 GF0405
 GF0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0405'2 MI SE FROM BATAVIA.
 GF0405'2 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 62 FROM THE MISSOURI
 GF0405'AND NORTH ARKANSAS RAILWAY STATION AT BATAVIA, BOONE COUNTY, 3.8
 GF0405'MILES SOUTHWEST ALONG THE BATAVIA-DELMAR ROAD, 0.2 MILE SOUTH OF
 GF0405'THE HENRY FRANCHER FARMHOUSE, 36 FEET EAST OF THE CENTERLINE OF
 GF0405'THE ROAD, 24 FEET NORTHEAST OF A 16-INCH OAK TREE, 16 FEET
 GF0405'WEST OF THE WEST BANK OF TERRAPIN CREEK, AND IN THE TOP OF A
 GF0405'25 X 30-FOOT SANDSTONE BOULDER.  A STANDARD DISK, STAMPED V 158
 GF0405'1935.
 GF0405
 GF0405                          STATION RECOVERY (1965)
 GF0405
 GF0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0398 ***********************************************************************
 GF0398  DESIGNATION -  V 159
 GF0398  PID         -  GF0398
 GF0398  STATE/COUNTY-  AR/NEWTON
 GF0398  USGS QUAD   -  PONCA (1967)
 GF0398
 GF0398                         *CURRENT SURVEY CONTROL
 GF0398  ___________________________________________________________________
 GF0398* NAD 83(1986)-  36 02 21.     (N)    093 21 09.     (W)     SCALED    
 GF0398* NAVD 88     -       471.814  (meters)    1547.94   (feet)  ADJUSTED  
 GF0398  ___________________________________________________________________
 GF0398  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GF0398  DYNAMIC HT  -         471.369 (meters)    1546.48  (feet)  COMP
 GF0398  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 GF0398
 GF0398  VERT ORDER  -  SECOND    CLASS 0
 GF0398
 GF0398.The horizontal coordinates were scaled from a topographic map and have
 GF0398.an estimated accuracy of +/- 6 seconds.
 GF0398
 GF0398.The orthometric height was determined by differential leveling
 GF0398.and adjusted by the National Geodetic Survey in June 1991..
 GF0398
 GF0398.The geoid height was determined by GEOID03.
 GF0398
 GF0398.The dynamic height is computed by dividing the NAVD 88
 GF0398.geopotential number by the normal gravity value computed on the
 GF0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0398.degrees latitude (g = 980.6199 gals.).
 GF0398
 GF0398.The modeled gravity was interpolated from observed gravity values.
 GF0398
 GF0398;                    North         East    Units  Estimated Accuracy
 GF0398;SPC AR N     -   190,090.      278,120.      MT  (+/- 180 meters Scaled)
 GF0398
 GF0398                          SUPERSEDED SURVEY CONTROL
 GF0398
 GF0398  NGVD 29 (??/??/92)  471.696  (m)         1547.56   (f) ADJ UNCH    2 0
 GF0398
 GF0398.Superseded values are not recommended for survey control.
 GF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0398.See file dsdata.txt to determine how the superseded data were derived.
 GF0398
 GF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV682883(NAD 83)
 GF0398_MARKER: DB = BENCH MARK DISK
 GF0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0398_STAMPING: V 159 1935
 GF0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0398+STABILITY: SURFACE MOTION
 GF0398
 GF0398  HISTORY     - Date     Condition        Report By
 GF0398  HISTORY     - 1935     MONUMENTED       CGS
 GF0398
 GF0398                          STATION DESCRIPTION
 GF0398
 GF0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0398'1.7 MI N FROM PONCA.
 GF0398'1.7 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 GF0398'PONCA, NEWTON COUNTY, 0.3 MILE SOUTH OF A LEAD MINE, ON THE SLOPE
 GF0398'OF A HILL, 69 FEET WEST OF THE EDGE OF A VALLEY, 61 FEET EAST
 GF0398'OF THE CENTERLINE OF THE HIGHWAY, AND 49 FEET EAST OF A 14-INCH
 GF0398'HICKORY TREE.  A STANDARD DISK, STAMPED V 159 1935 AND SET IN
 GF0398'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0511 ***********************************************************************
 GE0511  DESIGNATION -  V 16
 GE0511  PID         -  GE0511
 GE0511  STATE/COUNTY-  AR/FULTON
 GE0511  USGS QUAD   -  CAMP (1962)
 GE0511
 GE0511                         *CURRENT SURVEY CONTROL
 GE0511  ___________________________________________________________________
 GE0511* NAD 83(1986)-  36 26 40.     (N)    091 40 11.     (W)     SCALED    
 GE0511* NAVD 88     -       168.338  (meters)     552.29   (feet)  ADJUSTED  
 GE0511  ___________________________________________________________________
 GE0511  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GE0511  DYNAMIC HT  -         168.199 (meters)     551.83  (feet)  COMP
 GE0511  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 GE0511
 GE0511  VERT ORDER  -  SECOND    CLASS 0
 GE0511
 GE0511.The horizontal coordinates were scaled from a topographic map and have
 GE0511.an estimated accuracy of +/- 6 seconds.
 GE0511
 GE0511.The orthometric height was determined by differential leveling
 GE0511.and adjusted by the National Geodetic Survey in June 1991..
 GE0511
 GE0511.The geoid height was determined by GEOID03.
 GE0511
 GE0511.The dynamic height is computed by dividing the NAVD 88
 GE0511.geopotential number by the normal gravity value computed on the
 GE0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0511.degrees latitude (g = 980.6199 gals.).
 GE0511
 GE0511.The modeled gravity was interpolated from observed gravity values.
 GE0511
 GE0511;                    North         East    Units  Estimated Accuracy
 GE0511;SPC AR N     -   234,270.      429,610.      MT  (+/- 180 meters Scaled)
 GE0511
 GE0511                          SUPERSEDED SURVEY CONTROL
 GE0511
 GE0511  NGVD 29 (??/??/92)  168.226  (m)          551.92   (f) ADJ UNCH    2 0
 GE0511
 GE0511.Superseded values are not recommended for survey control.
 GE0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0511.See file dsdata.txt to determine how the superseded data were derived.
 GE0511
 GE0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA192340(NAD 83)
 GE0511_MARKER: DB = BENCH MARK DISK
 GE0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0511_SP_SET: BRIDGE
 GE0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0511
 GE0511  HISTORY     - Date     Condition        Report By
 GE0511  HISTORY     - UNK      MONUMENTED       CGS
 GE0511  HISTORY     - 1932     GOOD             NGS
 GE0511
 GE0511                          STATION DESCRIPTION
 GE0511
 GE0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 GE0511'9 MI SW FROM MAMMOTH SPRING.
 GE0511'LOCATED IN THE EAST END OF THE TOP OF THE NORTH CONCRETE HEADWALL
 GE0511'OF THE STEEL TRUSS BRIDGE OVER MYATT CREEK ON HIGHWAY 9, ABOUT
 GE0511'1 1/2 MILES S.W. OF FRYATT, ARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0512 ***********************************************************************
 GE0512  DESIGNATION -  V 16 RESET
 GE0512  PID         -  GE0512
 GE0512  STATE/COUNTY-  AR/FULTON
 GE0512  USGS QUAD   -  CAMP (1962)
 GE0512
 GE0512                         *CURRENT SURVEY CONTROL
 GE0512  ___________________________________________________________________
 GE0512* NAD 83(1986)-  36 26 39.     (N)    091 40 12.     (W)     SCALED    
 GE0512* NAVD 88     -       168.57   (meters)     553.1    (feet)  RESET     
 GE0512  ___________________________________________________________________
 GE0512  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GE0512
 GE0512  VERT ORDER  -  THIRD
 GE0512
 GE0512.The horizontal coordinates were scaled from a topographic map and have
 GE0512.an estimated accuracy of +/- 6 seconds.
 GE0512
 GE0512.The orthometric height was computed from unverified reset data.
 GE0512.No vertical observational check was made to the station.
 GE0512
 GE0512.The geoid height was determined by GEOID03.
 GE0512
 GE0512;                    North         East    Units  Estimated Accuracy
 GE0512;SPC AR N     -   234,240.      429,590.      MT  (+/- 180 meters Scaled)
 GE0512
 GE0512                          SUPERSEDED SURVEY CONTROL
 GE0512
 GE0512.No superseded survey control is available for this station.
 GE0512
 GE0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA191340(NAD 83)
 GE0512_MARKER: DB = BENCH MARK DISK
 GE0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0512_SP_SET: BRIDGE
 GE0512_STAMPING: V 16 RESET 1952
 GE0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0512
 GE0512  HISTORY     - Date     Condition        Report By
 GE0512  HISTORY     - 1952     MONUMENTED       ARHD
 GE0512  HISTORY     - 1952     GOOD             NGS
 GE0512  HISTORY     - 1961     GOOD             USGS
 GE0512
 GE0512                          STATION DESCRIPTION
 GE0512
 GE0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GE0512'9 MI SW FROM MAMMOTH SPRING.
 GE0512'9.0 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM MAMMOTH SPRINGS,
 GE0512'FULTON COUNTY, 1-3/4 MILES SOUTHWEST OF FRYATT, AT THE NEW
 GE0512'CONCRETE BRIDGE OVER MYATT CREEK, AND THE TOP OF THE NORTH CURB
 GE0512'AT THE EAST END OF THE BRIDGE.  A STANDARD DISK, STAMPED V 16
 GE0512'RESET 1952.
 GE0512
 GE0512                          STATION RECOVERY (1961)
 GE0512
 GE0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GE0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1004 ***********************************************************************
 EJ1004  DESIGNATION -  V 161
 EJ1004  PID         -  EJ1004
 EJ1004  STATE/COUNTY-  AR/YELL
 EJ1004  USGS QUAD   -  ONYX (1968)
 EJ1004
 EJ1004                         *CURRENT SURVEY CONTROL
 EJ1004  ___________________________________________________________________
 EJ1004* NAD 83(1986)-  34 45 11.     (N)    093 24 27.     (W)     SCALED    
 EJ1004* NAVD 88     -       239.554  (meters)     785.94   (feet)  ADJUSTED  
 EJ1004  ___________________________________________________________________
 EJ1004  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EJ1004  DYNAMIC HT  -         239.310 (meters)     785.14  (feet)  COMP
 EJ1004  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 EJ1004
 EJ1004  VERT ORDER  -  SECOND    CLASS 0
 EJ1004
 EJ1004.The horizontal coordinates were scaled from a topographic map and have
 EJ1004.an estimated accuracy of +/- 6 seconds.
 EJ1004
 EJ1004.The orthometric height was determined by differential leveling
 EJ1004.and adjusted by the National Geodetic Survey in June 1991..
 EJ1004
 EJ1004.The geoid height was determined by GEOID03.
 EJ1004
 EJ1004.The dynamic height is computed by dividing the NAVD 88
 EJ1004.geopotential number by the normal gravity value computed on the
 EJ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1004.degrees latitude (g = 980.6199 gals.).
 EJ1004
 EJ1004.The modeled gravity was interpolated from observed gravity values.
 EJ1004
 EJ1004;                    North         East    Units  Estimated Accuracy
 EJ1004;SPC AR N     -    47,490.      271,130.      MT  (+/- 180 meters Scaled)
 EJ1004
 EJ1004                          SUPERSEDED SURVEY CONTROL
 EJ1004
 EJ1004  NGVD 29 (??/??/92)  239.501  (m)          785.76   (f) ADJ UNCH    2 0
 EJ1004
 EJ1004.Superseded values are not recommended for survey control.
 EJ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1004.See file dsdata.txt to determine how the superseded data were derived.
 EJ1004
 EJ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU627457(NAD 83)
 EJ1004_MARKER: DB = BENCH MARK DISK
 EJ1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1004_STAMPING: V-161 1935
 EJ1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1004+STABILITY: SURFACE MOTION
 EJ1004
 EJ1004  HISTORY     - Date     Condition        Report By
 EJ1004  HISTORY     - 1935     MONUMENTED       CGS
 EJ1004  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ1004
 EJ1004                          STATION DESCRIPTION
 EJ1004
 EJ1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1004'7.4 MI SE FROM ALY.
 EJ1004'7.4 MILES SOUTHEAST OF, ALONG GLADSTONE ROAD, FROM ALY CEMETERY. ABOUT
 EJ1004'2.4 MILES WEST OF ROAD LEADING NORTH TO POWELL MOUNTAIN TOWER. ABOUT
 EJ1004'.2 MILE NORTHEAST OF STONE BRIDGE OVER CREEK.  20.8 FEET NORTHWEST OF
 EJ1004'CENTERLINE OF GLADSTONE ROAD.  2.6 FEET NORTHWEST OF TELEPHONE POLE.
 EJ1004'TABLET SET IN PRECAST CONCRETE POST SET OUT IN SMALL CLEARING. TABLET
 EJ1004'SET IN PRECAST CONCRETE POST.
 EJ1004
 EJ1004                          STATION RECOVERY (1968)
 EJ1004
 EJ1004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1400 ***********************************************************************
 EJ1400  DESIGNATION -  V 162
 EJ1400  PID         -  EJ1400
 EJ1400  STATE/COUNTY-  AR/MONTGOMERY
 EJ1400  USGS QUAD   -  CADDO GAP (1979)
 EJ1400
 EJ1400                         *CURRENT SURVEY CONTROL
 EJ1400  ___________________________________________________________________
 EJ1400* NAD 83(1986)-  34 27 06.     (N)    093 34 16.     (W)     SCALED    
 EJ1400* NAVD 88     -       248.358  (meters)     814.82   (feet)  ADJUSTED  
 EJ1400  ___________________________________________________________________
 EJ1400  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 EJ1400  DYNAMIC HT  -         248.103 (meters)     813.98  (feet)  COMP
 EJ1400  MODELED GRAV-     979,602.2   (mgal)                       NAVD 88
 EJ1400
 EJ1400  VERT ORDER  -  SECOND    CLASS 0
 EJ1400
 EJ1400.The horizontal coordinates were scaled from a topographic map and have
 EJ1400.an estimated accuracy of +/- 6 seconds.
 EJ1400
 EJ1400.The orthometric height was determined by differential leveling
 EJ1400.and adjusted by the National Geodetic Survey in June 1991..
 EJ1400
 EJ1400.The geoid height was determined by GEOID03.
 EJ1400
 EJ1400.The dynamic height is computed by dividing the NAVD 88
 EJ1400.geopotential number by the normal gravity value computed on the
 EJ1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1400.degrees latitude (g = 980.6199 gals.).
 EJ1400
 EJ1400.The modeled gravity was interpolated from observed gravity values.
 EJ1400
 EJ1400;                    North         East    Units  Estimated Accuracy
 EJ1400;SPC AR S     -   599,090.      255,640.      MT  (+/- 180 meters Scaled)
 EJ1400
 EJ1400                          SUPERSEDED SURVEY CONTROL
 EJ1400
 EJ1400  NGVD 29 (??/??/92)  248.316  (m)          814.68   (f) ADJ UNCH    2 0
 EJ1400
 EJ1400.Superseded values are not recommended for survey control.
 EJ1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1400.See file dsdata.txt to determine how the superseded data were derived.
 EJ1400
 EJ1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU475123(NAD 83)
 EJ1400_MARKER: DB = BENCH MARK DISK
 EJ1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1400_STAMPING: V 162 1935
 EJ1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1400+STABILITY: SURFACE MOTION
 EJ1400
 EJ1400  HISTORY     - Date     Condition        Report By
 EJ1400  HISTORY     - 1935     MONUMENTED       CGS
 EJ1400  HISTORY     - 1961     GOOD             NGS
 EJ1400
 EJ1400                          STATION DESCRIPTION
 EJ1400
 EJ1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1400'6.0 MI E FROM CADDO GAP.
 EJ1400'6.0 MILES EAST ALONG THE BUTTERMILK SPRINGS ROAD AND THE OLD
 EJ1400'DALLAS-HOT SPRINGS ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ1400'CADDO GAP, MONTGOMERY COUNTY, 0.4 MILE EAST OF A FARMHOUSE, 0.2 MILE
 EJ1400'WEST OF THE JOE TACKETT FARMHOUSE, 25.5 FEET SOUTH OF THE CENTER LINE
 EJ1400'OF THE ROAD, AT THE SUMMIT OF A HILL, AND 5.5 FEET NORTH OF A 36-INCH
 EJ1400'BLAZED OAK TREE.  A STANDARD DISK, STAMPED V 162 1935 AND SET IN THE
 EJ1400'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1047 ***********************************************************************
 EJ1047  DESIGNATION -  V 163
 EJ1047  PID         -  EJ1047
 EJ1047  STATE/COUNTY-  AR/GARLAND
 EJ1047  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1047
 EJ1047                         *CURRENT SURVEY CONTROL
 EJ1047  ___________________________________________________________________
 EJ1047* NAD 83(1986)-  34 31 22.     (N)    093 23 43.     (W)     SCALED    
 EJ1047* NAVD 88     -       219.990  (meters)     721.75   (feet)  ADJUSTED  
 EJ1047  ___________________________________________________________________
 EJ1047  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 EJ1047  DYNAMIC HT  -         219.770 (meters)     721.03  (feet)  COMP
 EJ1047  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 EJ1047
 EJ1047  VERT ORDER  -  SECOND    CLASS 0
 EJ1047
 EJ1047.The horizontal coordinates were scaled from a topographic map and have
 EJ1047.an estimated accuracy of +/- 6 seconds.
 EJ1047
 EJ1047.The orthometric height was determined by differential leveling
 EJ1047.and adjusted by the National Geodetic Survey in June 1991..
 EJ1047
 EJ1047.The geoid height was determined by GEOID03.
 EJ1047
 EJ1047.The dynamic height is computed by dividing the NAVD 88
 EJ1047.geopotential number by the normal gravity value computed on the
 EJ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1047.degrees latitude (g = 980.6199 gals.).
 EJ1047
 EJ1047.The modeled gravity was interpolated from observed gravity values.
 EJ1047
 EJ1047;                    North         East    Units  Estimated Accuracy
 EJ1047;SPC AR S     -   606,740.      271,900.      MT  (+/- 180 meters Scaled)
 EJ1047
 EJ1047                          SUPERSEDED SURVEY CONTROL
 EJ1047
 EJ1047  NGVD 29 (??/??/92)  219.953  (m)          721.63   (f) ADJ UNCH    2 0
 EJ1047
 EJ1047.Superseded values are not recommended for survey control.
 EJ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1047.See file dsdata.txt to determine how the superseded data were derived.
 EJ1047
 EJ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU637201(NAD 83)
 EJ1047_MARKER: DB = BENCH MARK DISK
 EJ1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1047_SP_SET: CULVERT
 EJ1047_STAMPING: V 163 1935
 EJ1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1047
 EJ1047  HISTORY     - Date     Condition        Report By
 EJ1047  HISTORY     - 1935     MONUMENTED       CGS
 EJ1047
 EJ1047                          STATION DESCRIPTION
 EJ1047
 EJ1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1047'4.0 MI W FROM CRYSTAL SPRINGS.
 EJ1047'4.0 MILES WEST ALONG U.S. HIGHWAY 270 FROM THE PUBLIC SCHOOL AT
 EJ1047'CRYSTAL SPRINGS, GARLAND COUNTY, 0.7 MILE EAST OF THE
 EJ1047'MONTGOMERY-GARLAND COUNTY LINE, AT WEST FORK WALNUT CREEK, AT A
 EJ1047'CONCRETE BRIDGE, IN THE TOP OF THE SOUTHEAST WING WALL, 14 FEET SOUTH
 EJ1047'OF THE CENTER LINE OF THE HIGHWAY, AND 1.1 FEET EAST OF THE EAST END
 EJ1047'OF THE HEAD WALL.  A STANDARD DISK, STAMPED V 163 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1392 ***********************************************************************
 FF1392  DESIGNATION -  V 164
 FF1392  PID         -  FF1392
 FF1392  STATE/COUNTY-  AR/WHITE
 FF1392  USGS QUAD   -  JASMINE (1994)
 FF1392
 FF1392                         *CURRENT SURVEY CONTROL
 FF1392  ___________________________________________________________________
 FF1392* NAD 83(1986)-  35 05 30.     (N)    091 36 45.     (W)     SCALED    
 FF1392* NAVD 88     -        64.424  (meters)     211.36   (feet)  ADJUSTED  
 FF1392  ___________________________________________________________________
 FF1392  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1392  DYNAMIC HT  -          64.365 (meters)     211.17  (feet)  COMP
 FF1392  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FF1392
 FF1392  VERT ORDER  -  FIRST     CLASS II
 FF1392
 FF1392.The horizontal coordinates were scaled from a topographic map and have
 FF1392.an estimated accuracy of +/- 6 seconds.
 FF1392
 FF1392.The orthometric height was determined by differential leveling
 FF1392.and adjusted by the National Geodetic Survey in June 1991..
 FF1392
 FF1392.The geoid height was determined by GEOID03.
 FF1392
 FF1392.The dynamic height is computed by dividing the NAVD 88
 FF1392.geopotential number by the normal gravity value computed on the
 FF1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1392.degrees latitude (g = 980.6199 gals.).
 FF1392
 FF1392.The modeled gravity was interpolated from observed gravity values.
 FF1392
 FF1392;                    North         East    Units  Estimated Accuracy
 FF1392;SPC AR N     -    84,200.      435,330.      MT  (+/- 180 meters Scaled)
 FF1392
 FF1392                          SUPERSEDED SURVEY CONTROL
 FF1392
 FF1392  NGVD 29 (??/??/??)   64.403  (m)          211.30   (f) ADJUSTED    1 2
 FF1392
 FF1392.Superseded values are not recommended for survey control.
 FF1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1392.See file dsdata.txt to determine how the superseded data were derived.
 FF1392
 FF1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU264840(NAD 83)
 FF1392_MARKER: DB = BENCH MARK DISK
 FF1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1392_STAMPING: V 164 1955
 FF1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1392+STABILITY: SURFACE MOTION
 FF1392
 FF1392  HISTORY     - Date     Condition        Report By
 FF1392  HISTORY     - 1955     MONUMENTED       CGS
 FF1392  HISTORY     - 20030702 POOR             USACE
 FF1392
 FF1392                          STATION DESCRIPTION
 FF1392
 FF1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1392'2.6 MI SE FROM GRIFFITHVILLE.
 FF1392'2.65 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1392'RAILROAD FROM THE STATION AT GRIFFITHVILLE, AT A GRADED DIRT
 FF1392'ROAD CROSSING, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 FF1392'45.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.5 FEET NORTHEAST
 FF1392'OF A FENCE, 2.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 FF1392'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FF1392
 FF1392                          STATION RECOVERY (2003)
 FF1392
 FF1392'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1392'MARK FOUND LYING OVER IN SMALL THICKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1612 ***********************************************************************
 FF1612  DESIGNATION -  V 165
 FF1612  PID         -  FF1612
 FF1612  STATE/COUNTY-  AR/INDEPENDENCE
 FF1612  USGS QUAD   -  CAVE CITY (1989)
 FF1612
 FF1612                         *CURRENT SURVEY CONTROL
 FF1612  ___________________________________________________________________
 FF1612* NAD 83(1986)-  35 55 32.     (N)    091 32 59.     (W)     SCALED    
 FF1612* NAVD 88     -       203.766  (meters)     668.52   (feet)  ADJUSTED  
 FF1612  ___________________________________________________________________
 FF1612  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF1612  DYNAMIC HT  -         203.588 (meters)     667.94  (feet)  COMP
 FF1612  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 FF1612
 FF1612  VERT ORDER  -  SECOND    CLASS 0
 FF1612
 FF1612.The horizontal coordinates were scaled from a topographic map and have
 FF1612.an estimated accuracy of +/- 6 seconds.
 FF1612
 FF1612.The orthometric height was determined by differential leveling
 FF1612.and adjusted by the National Geodetic Survey in June 1991..
 FF1612
 FF1612.The geoid height was determined by GEOID03.
 FF1612
 FF1612.The dynamic height is computed by dividing the NAVD 88
 FF1612.geopotential number by the normal gravity value computed on the
 FF1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1612.degrees latitude (g = 980.6199 gals.).
 FF1612
 FF1612.The modeled gravity was interpolated from observed gravity values.
 FF1612
 FF1612;                    North         East    Units  Estimated Accuracy
 FF1612;SPC AR N     -   176,740.      440,640.      MT  (+/- 180 meters Scaled)
 FF1612
 FF1612                          SUPERSEDED SURVEY CONTROL
 FF1612
 FF1612  NGVD 29 (??/??/??)  203.689  (m)          668.27   (f) ADJUSTED    2 0
 FF1612
 FF1612.Superseded values are not recommended for survey control.
 FF1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1612.See file dsdata.txt to determine how the superseded data were derived.
 FF1612
 FF1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308766(NAD 83)
 FF1612_MARKER: DB = BENCH MARK DISK
 FF1612_SETTING: 66 = SET IN ROCK OUTCROP
 FF1612_SP_SET: ROCK OUTCROP
 FF1612_STAMPING: V 165 1955
 FF1612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1612+STABILITY: POSITION/ELEVATION WELL
 FF1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1612+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 FF1612
 FF1612  HISTORY     - Date     Condition        Report By
 FF1612  HISTORY     - 1955     MONUMENTED       CGS
 FF1612  HISTORY     - 20041210 GOOD             ARHD
 FF1612
 FF1612                          STATION DESCRIPTION
 FF1612
 FF1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1612'1.1 MI S FROM CAVE CITY.
 FF1612'1.1 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 FF1612'CAVE CITY, ON TOP OF A HILL, 53 FEET WEST OF THE CENTER LINE OF
 FF1612'THE HIGHWAY, 5 FEET EAST OF A ROW OF POWER POLES, 0.1 MILE NORTH
 FF1612'OF A JUNCTION WITH A DIRT ROAD LEADING WEST, 0.2 MILE SOUTH OF THE
 FF1612'TOP OF THE HILL, 0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 FF1612'5 X 9 FOOT LIMESTONE OUTCROP.
 FF1612
 FF1612                          STATION RECOVERY (2004)
 FF1612
 FF1612'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FF1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0641 ***********************************************************************
 GE0641  DESIGNATION -  V 166
 GE0641  PID         -  GE0641
 GE0641  STATE/COUNTY-  AR/SHARP
 GE0641  USGS QUAD   -  EVENING SHADE (1961)
 GE0641
 GE0641                         *CURRENT SURVEY CONTROL
 GE0641  ___________________________________________________________________
 GE0641* NAD 83(1986)-  36 03 42.     (N)    091 36 39.     (W)     SCALED    
 GE0641* NAVD 88     -       141.407  (meters)     463.93   (feet)  ADJUSTED  
 GE0641  ___________________________________________________________________
 GE0641  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GE0641  DYNAMIC HT  -         141.285 (meters)     463.53  (feet)  COMP
 GE0641  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GE0641
 GE0641  VERT ORDER  -  SECOND    CLASS 0
 GE0641
 GE0641.The horizontal coordinates were scaled from a topographic map and have
 GE0641.an estimated accuracy of +/- 6 seconds.
 GE0641
 GE0641.The orthometric height was determined by differential leveling
 GE0641.and adjusted by the National Geodetic Survey in June 1991..
 GE0641
 GE0641.The geoid height was determined by GEOID03.
 GE0641
 GE0641.The dynamic height is computed by dividing the NAVD 88
 GE0641.geopotential number by the normal gravity value computed on the
 GE0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0641.degrees latitude (g = 980.6199 gals.).
 GE0641
 GE0641.The modeled gravity was interpolated from observed gravity values.
 GE0641
 GE0641;                    North         East    Units  Estimated Accuracy
 GE0641;SPC AR N     -   191,820.      435,060.      MT  (+/- 180 meters Scaled)
 GE0641
 GE0641                          SUPERSEDED SURVEY CONTROL
 GE0641
 GE0641  NGVD 29 (??/??/92)  141.317  (m)          463.64   (f) ADJ UNCH    2 0
 GE0641
 GE0641.Superseded values are not recommended for survey control.
 GE0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0641.See file dsdata.txt to determine how the superseded data were derived.
 GE0641
 GE0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV251916(NAD 83)
 GE0641_MARKER: DB = BENCH MARK DISK
 GE0641_SETTING: 66 = SET IN ROCK OUTCROP
 GE0641_SP_SET: ROCK OUTCROP
 GE0641_STAMPING: V 166 1955
 GE0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0641+STABILITY: POSITION/ELEVATION WELL
 GE0641
 GE0641  HISTORY     - Date     Condition        Report By
 GE0641  HISTORY     - 1955     MONUMENTED       CGS
 GE0641
 GE0641                          STATION DESCRIPTION
 GE0641
 GE0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0641'1 MI S FROM EVENING SHADE.
 GE0641'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0641'EVENING SHADE, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 11, 0.1
 GE0641'MILE SOUTHEAST OF THE TOP OF A HILL, 0.1 MILE NORTHWEST OF A
 GE0641'SMALL LAKE, 201 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 GE0641'FARMHOUSE, 42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GE0641'3.6 FEET SOUTHEAST OF A WITNESS POST, 0.3 FOOT ABOVE THE GROUND,
 GE0641'SET IN THE TOP OF A 3 X 3 FOOT LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1122 ***********************************************************************
 EH1122  DESIGNATION -  V 167
 EH1122  PID         -  EH1122
 EH1122  STATE/COUNTY-  AR/MONROE
 EH1122  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1122
 EH1122                         *CURRENT SURVEY CONTROL
 EH1122  ___________________________________________________________________
 EH1122* NAD 83(1986)-  34 50 06.     (N)    091 22 11.     (W)     SCALED    
 EH1122* NAVD 88     -        51.608  (meters)     169.32   (feet)  ADJUSTED  
 EH1122  ___________________________________________________________________
 EH1122  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1122  DYNAMIC HT  -          51.560 (meters)     169.16  (feet)  COMP
 EH1122  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 EH1122
 EH1122  VERT ORDER  -  FIRST     CLASS II
 EH1122
 EH1122.The horizontal coordinates were scaled from a topographic map and have
 EH1122.an estimated accuracy of +/- 6 seconds.
 EH1122
 EH1122.The orthometric height was determined by differential leveling
 EH1122.and adjusted by the National Geodetic Survey in June 1991..
 EH1122
 EH1122.The geoid height was determined by GEOID03.
 EH1122
 EH1122.The dynamic height is computed by dividing the NAVD 88
 EH1122.geopotential number by the normal gravity value computed on the
 EH1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1122.degrees latitude (g = 980.6199 gals.).
 EH1122
 EH1122.The modeled gravity was interpolated from observed gravity values.
 EH1122
 EH1122;                    North         East    Units  Estimated Accuracy
 EH1122;SPC AR S     -   640,680.      457,650.      MT  (+/- 180 meters Scaled)
 EH1122
 EH1122                          SUPERSEDED SURVEY CONTROL
 EH1122
 EH1122  NGVD 29 (??/??/??)   51.609  (m)          169.32   (f) ADJUSTED    1 2
 EH1122
 EH1122.Superseded values are not recommended for survey control.
 EH1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1122.See file dsdata.txt to determine how the superseded data were derived.
 EH1122
 EH1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU490559(NAD 83)
 EH1122_MARKER: DB = BENCH MARK DISK
 EH1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1122_STAMPING: V 167 1955
 EH1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1122+STABILITY: SURFACE MOTION
 EH1122
 EH1122  HISTORY     - Date     Condition        Report By
 EH1122  HISTORY     - 1955     MONUMENTED       CGS
 EH1122
 EH1122                          STATION DESCRIPTION
 EH1122
 EH1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1122'0.55 MI NE FROM BRASFIELD.
 EH1122'ABOUT 0.55 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1122'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT BRASFIELD, ABOUT
 EH1122'104 YARDS SOUTHWEST OF MILEAGE POLE NO. 80, 93 FEET SOUTHEAST OF
 EH1122'SOUTHEAST RAIL, 122 FEET SOUTH OF SOUTH CORNER OF TRESTLE NO. 800, 54
 EH1122'FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 3355, 18 FEET NORTHWEST OF
 EH1122'A 24-INCH WHITE OAK TREE, 35 1/2 FEET NORTHEAST OF A 36-INCH WATER OAK
 EH1122'TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 15 FEET
 EH1122'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1122'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0959 ***********************************************************************
 EH0959  DESIGNATION -  V 169
 EH0959  PID         -  EH0959
 EH0959  STATE/COUNTY-  AR/ST FRANCIS
 EH0959  USGS QUAD   -  HAYNES (1992)
 EH0959
 EH0959                         *CURRENT SURVEY CONTROL
 EH0959  ___________________________________________________________________
 EH0959* NAD 83(1986)-  34 58 57.     (N)    090 52 13.     (W)     SCALED    
 EH0959* NAVD 88     -        65.702  (meters)     215.56   (feet)  ADJUSTED  
 EH0959  ___________________________________________________________________
 EH0959  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0959  DYNAMIC HT  -          65.642 (meters)     215.36  (feet)  COMP
 EH0959  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 EH0959
 EH0959  VERT ORDER  -  FIRST     CLASS II
 EH0959
 EH0959.The horizontal coordinates were scaled from a topographic map and have
 EH0959.an estimated accuracy of +/- 6 seconds.
 EH0959
 EH0959.The orthometric height was determined by differential leveling
 EH0959.and adjusted by the National Geodetic Survey in June 1991..
 EH0959.WARNING-Repeat measurements at this control monument indicate possible
 EH0959.vertical movement.
 EH0959
 EH0959.The geoid height was determined by GEOID03.
 EH0959
 EH0959.The dynamic height is computed by dividing the NAVD 88
 EH0959.geopotential number by the normal gravity value computed on the
 EH0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0959.degrees latitude (g = 980.6199 gals.).
 EH0959
 EH0959.The modeled gravity was interpolated from observed gravity values.
 EH0959
 EH0959;                    North         East    Units  Estimated Accuracy
 EH0959;SPC AR N     -    72,610.      503,150.      MT  (+/- 180 meters Scaled)
 EH0959
 EH0959                          SUPERSEDED SURVEY CONTROL
 EH0959
 EH0959  NGVD 29 (??/??/??)   65.695  (m)          215.53   (f) ADJUSTED    1 2
 EH0959
 EH0959.Superseded values are not recommended for survey control.
 EH0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0959.See file dsdata.txt to determine how the superseded data were derived.
 EH0959
 EH0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU943731(NAD 83)
 EH0959_MARKER: DB = BENCH MARK DISK
 EH0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0959_SP_SET: CULVERT
 EH0959_STAMPING: V 169 1955
 EH0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0959+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 EH0959
 EH0959  HISTORY     - Date     Condition        Report By
 EH0959  HISTORY     - 1955     MONUMENTED       CGS
 EH0959  HISTORY     - 20030403 GOOD             USACE
 EH0959  HISTORY     - 20060926 GOOD             JCLS
 EH0959
 EH0959                          STATION DESCRIPTION
 EH0959
 EH0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0959'1.85 MI NE FROM PALESTINE.
 EH0959'ABOUT 1.85 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0959'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0959'0.1 MILE NORTHEAST OF MILE POLE 50, 40 YARDS NORTHEAST OF A GRAVEL
 EH0959'ROAD CROSSING, 48 1/2 FEET SOUTH AND ACROSS TRACK FROM STATION SIGN
 EH0959'LONGINO, 29 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 8 FEET
 EH0959'SOUTHEAST OF SOUTHEAST RAIL OF A SIDING LEADING SOUTH TO HAMILTON
 EH0959'MOSES GENERATING PLANT OF ARKANSAS POWER COMPANY, IN THE TOP OF THE
 EH0959'SOUTHWEST END OF SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE CULVERT
 EH0959'UNDER TRACK AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 EH0959
 EH0959                          STATION RECOVERY (2003)
 EH0959
 EH0959'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0959'RECOVERED IN GOOD CONDITION.
 EH0959
 EH0959                          STATION RECOVERY (2006)
 EH0959
 EH0959'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EH0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0012 ***********************************************************************
 FG0012  DESIGNATION -  V 17
 FG0012  PID         -  FG0012
 FG0012  STATE/COUNTY-  AR/IZARD
 FG0012  USGS QUAD   -  SYLAMORE (1975)
 FG0012
 FG0012                         *CURRENT SURVEY CONTROL
 FG0012  ___________________________________________________________________
 FG0012* NAD 83(1986)-  35 56 28.     (N)    092 06 29.     (W)     SCALED    
 FG0012* NAVD 88     -       101.768  (meters)     333.88   (feet)  ADJUSTED  
 FG0012  ___________________________________________________________________
 FG0012  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FG0012  DYNAMIC HT  -         101.679 (meters)     333.59  (feet)  COMP
 FG0012  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 FG0012
 FG0012  VERT ORDER  -  SECOND    CLASS 0
 FG0012
 FG0012.The horizontal coordinates were scaled from a topographic map and have
 FG0012.an estimated accuracy of +/- 6 seconds.
 FG0012
 FG0012.The orthometric height was determined by differential leveling
 FG0012.and adjusted by the National Geodetic Survey in June 1991..
 FG0012
 FG0012.The geoid height was determined by GEOID03.
 FG0012
 FG0012.The dynamic height is computed by dividing the NAVD 88
 FG0012.geopotential number by the normal gravity value computed on the
 FG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0012.degrees latitude (g = 980.6199 gals.).
 FG0012
 FG0012.The modeled gravity was interpolated from observed gravity values.
 FG0012
 FG0012;                    North         East    Units  Estimated Accuracy
 FG0012;SPC AR N     -   178,380.      390,250.      MT  (+/- 180 meters Scaled)
 FG0012
 FG0012                          SUPERSEDED SURVEY CONTROL
 FG0012
 FG0012  NGVD 29 (??/??/92)  101.669  (m)          333.56   (f) ADJ UNCH    2 0
 FG0012
 FG0012.Superseded values are not recommended for survey control.
 FG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0012.See file dsdata.txt to determine how the superseded data were derived.
 FG0012
 FG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV804777(NAD 83)
 FG0012_MARKER: DB = BENCH MARK DISK
 FG0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0012_STAMPING: V-17 1932-333.559
 FG0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0012+STABILITY: SURFACE MOTION
 FG0012
 FG0012  HISTORY     - Date     Condition        Report By
 FG0012  HISTORY     - 1932     MONUMENTED       CGS
 FG0012  HISTORY     - 1934     GOOD             NGS
 FG0012  HISTORY     - 1935     GOOD             NGS
 FG0012
 FG0012                          STATION DESCRIPTION
 FG0012
 FG0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0012'IN SYLAMORE.
 FG0012'AT SYLAMORE, ON THE MISSOURI PACIFIC R.R., ABOUT 1000 FEET SOUTH OF
 FG0012'THE STATION.  WEST OF THE STANDARD OIL CO. STORAGE PLANT.  124 FEET
 FG0012'SOUTH OF THE CENTERLINE OF THE GRADE CROSSING OF THE ROAD LEADING TO
 FG0012'THE FERRY.  42 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 5
 FG0012'FEET NORTH OF POLE.  STANDARD DISK IN CONCRETE POST.
 FG0012
 FG0012                          STATION RECOVERY (1935)
 FG0012
 FG0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0899 ***********************************************************************
 EH0899  DESIGNATION -  V 170
 EH0899  PID         -  EH0899
 EH0899  STATE/COUNTY-  AR/PHILLIPS
 EH0899  USGS QUAD   -  WEST HELENA (1982)
 EH0899
 EH0899                         *CURRENT SURVEY CONTROL
 EH0899  ___________________________________________________________________
 EH0899* NAD 83(1997)-  34 34 15.35661(N)    090 40 21.92786(W)     ADJUSTED  
 EH0899* NAVD 88     -        72.996  (meters)     239.49   (feet)  ADJUSTED  
 EH0899  ___________________________________________________________________
 EH0899  X           -     -61,732.705 (meters)                     COMP
 EH0899  Y           -  -5,257,257.856 (meters)                     COMP
 EH0899  Z           -   3,598,800.043 (meters)                     COMP
 EH0899  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 EH0899  ELLIP HEIGHT-          45.96  (meters)          (09/24/01) GPS OBS
 EH0899  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0899  DYNAMIC HT  -          72.925 (meters)     239.25  (feet)  COMP
 EH0899  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 EH0899
 EH0899  HORZ ORDER  -  FIRST
 EH0899  VERT ORDER  -  FIRST     CLASS II
 EH0899  ELLP ORDER  -  FOURTH    CLASS II
 EH0899
 EH0899.This mark is at Thompson-Robbins Airport (HEE)
 EH0899
 EH0899.The horizontal coordinates were established by GPS observations
 EH0899.and adjusted by the National Geodetic Survey in September 1999..
 EH0899
 EH0899.The orthometric height was determined by differential leveling
 EH0899.and adjusted by the National Geodetic Survey in June 1991..
 EH0899
 EH0899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0899
 EH0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0899
 EH0899.The ellipsoidal height was determined by GPS observations
 EH0899.and is referenced to NAD 83.
 EH0899
 EH0899.The geoid height was determined by GEOID03.
 EH0899
 EH0899.The dynamic height is computed by dividing the NAVD 88
 EH0899.geopotential number by the normal gravity value computed on the
 EH0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0899.degrees latitude (g = 980.6199 gals.).
 EH0899
 EH0899.The modeled gravity was interpolated from observed gravity values.
 EH0899
 EH0899;                    North         East     Units Scale Factor Converg.
 EH0899;SPC AR S     -   612,000.102   521,782.554   MT  0.99996220   +0 44 34.2
 EH0899;SPC AR S     - 2,007,870.33  1,711,881.60   sFT  0.99996220   +0 44 34.2
 EH0899;UTM  15      - 3,827,923.796   713,488.346   MT  1.00016181   +1 19 15.7
 EH0899
 EH0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0899!SPC AR S     -   0.99999279  x   0.99996220  =   0.99995499
 EH0899!UTM  15      -   0.99999279  x   1.00016181  =   1.00015459
 EH0899
 EH0899|---------------------------------------------------------------------|
 EH0899| PID    Reference Object                     Distance      Geod. Az  |
 EH0899|                                                           dddmmss.s |
 EH0899| EH3122 RIDDELL                             290.785 METERS 28932     |
 EH0899|---------------------------------------------------------------------|
 EH0899
 EH0899                          SUPERSEDED SURVEY CONTROL
 EH0899
 EH0899  ELLIP H (09/14/99)   46.09   (m)                       GP(       ) 4 1
 EH0899  NAD 83(1997)-  34 34 15.35830(N)    090 40 21.92663(W) AD(       ) 1
 EH0899  NAD 83(1997)-  34 34 15.35881(N)    090 40 21.92647(W) AD(       ) 1
 EH0899  NAD 83(1986)-  34 34 15.36531(N)    090 40 21.92418(W) AD(       ) 1
 EH0899  NGVD 29 (??/??/??)   73.027  (m)          239.59   (f) ADJUSTED    1 2
 EH0899
 EH0899.Superseded values are not recommended for survey control.
 EH0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0899.See file dsdata.txt to determine how the superseded data were derived.
 EH0899
 EH0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1348827924(NAD 83)
 EH0899_MARKER: DB = BENCH MARK DISK
 EH0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0899_SP_SET: CONCRETE POST
 EH0899_STAMPING: V 170 1956
 EH0899_MARK LOGO: CGS   
 EH0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0899+STABILITY: SURFACE MOTION
 EH0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0899+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003
 EH0899
 EH0899  HISTORY     - Date     Condition        Report By
 EH0899  HISTORY     - 1956     MONUMENTED       CGS
 EH0899  HISTORY     - 1976     GOOD             NGS
 EH0899  HISTORY     - 19890601 GOOD             NGS
 EH0899  HISTORY     - 19900416 GOOD
 EH0899  HISTORY     - 20030305 GOOD             USACE
 EH0899
 EH0899                          STATION DESCRIPTION
 EH0899
 EH0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0899'3.6 MI NW FROM WEST HELENA.
 EH0899'ABOUT 2.35 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 20 FROM THE
 EH0899'BAPTIST CHURCH AT WEST HELENA, THENCE ABOUT 1.0 MILE NORTH ALONG STATE
 EH0899'HIGHWAY 185 TO THE ENTRANCE TO THOMPSON-ROBBINS AIRPORT, THENCE ABOUT
 EH0899'0.25 MILE WEST, NORTH AND EAST CIRCLING AROUND BARRACKS BUILDING, 78
 EH0899'FEET EAST OF SOUTHEAST CORNER OF HANGAR WHICH HAS CONTROL TOWER BUILT
 EH0899'ON ITS NORTHEAST CORNER, 160 FEET SOUTHWEST OF NORTHWEST CORNER OF
 EH0899'HANGAR AND OFFICE BUILDING (THIS HANGAR HAS WIND SOCK AND AIRWAY
 EH0899'BEACON LIGHT ON IT), 2 1/2 FEET WEST OF WEST EDGE OF A CONCRETE APRON,
 EH0899'22 FEET NORTH OF A BOARD FENCE, 70 FEET WEST OF NORTHWEST CORNER OF A
 EH0899'SMALL WOODEN BUILDING, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 EH0899'ABOUT LEVEL WITH CONCRETE APRON, AND SET IN THE TOP OF A CONCRETE POST
 EH0899'PROJECTING 1 INCH.
 EH0899
 EH0899                          STATION RECOVERY (1976)
 EH0899
 EH0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0899'RECOVERED IN GOOD CONDITION.
 EH0899
 EH0899                          STATION RECOVERY (1989)
 EH0899
 EH0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EH0899'STATION IS LOCATED ABOUT 8.3 KM (5.2 MI) NORTHEAST OF WALNUT GROVE,
 EH0899'7.0 KM (4.3 MI) SOUTHEAST OF LEXA, AND 4.2 KM (2.6 MI) NORTHWEST OF
 EH0899'WEST HELENA.  AT THE HELENA-WEST HELENA THOMPSON-ROBBINS MUNICIPAL
 EH0899'AIRPORT.  OWNERSHIP--CITIES OF HELENA-WEST HELENA AR 72342. AIRPORT
 EH0899'MANAGER IS DARRYL RIDDELL, P.O.BOX 2482, WEST HELENA, AR 72390. PHONE
 EH0899'IS 501-572-9011 OR HOME 501-572-4020.
 EH0899'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 49 AND STATE HIGHWAY 185 IN
 EH0899'NORTHWEST WEST HELENA.  GO NORTH ON STATE HIGHWAY 185 FOR 1.63 KM
 EH0899'(1.01 MI) TO A PAVED ROAD STRAIGHT AHEAD AND STATE HIGHWAY 185 TURNS
 EH0899'EAST.  CONTINUE NORTH, WEST AND NORTHEAST ON THE PAVED ROAD AND
 EH0899'AIRPORT ENTRANCE ROAD, AROUND THE WEST SIDE OF THE ARKANSAS NATIONAL
 EH0899'GUARD ARMORY FOR 0.45 KM (0.28 MI) TO A GATE AND THE STATION ON THE
 EH0899'LEFT.
 EH0899'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---V 170 1956---. SET
 EH0899'IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 EH0899'GROUND.  IT IS 31.5 M (103.3 FT) WEST-NORTHWEST OF THE SOUTHWEST
 EH0899'CORNER OF THE AIRPORT OFFICE HANGAR, 23.6 M (77.4 FT) NORTHEAST OF
 EH0899'THE SOUTHEAST CORNER OF A HANGAR, 14.9 M (48.9 FT) WEST OF THE CENTER
 EH0899'OF THE AIRPORT ENTRANCE ROAD AND GATE, 6.5 M (21.3 FT) NORTH OF A
 EH0899'FENCE, AND 0.9 M (3.0 FT) OF THE SOUTHWEST CORNER OF AN APRON.
 EH0899'DESCRIBED BY E.J.HANSMANN.
 EH0899
 EH0899                          STATION RECOVERY (1990)
 EH0899
 EH0899'RECOVERED 1990
 EH0899'RECOVERED IN GOOD CONDITION.
 EH0899
 EH0899                          STATION RECOVERY (2003)
 EH0899
 EH0899'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0890 ***********************************************************************
 EH0890  DESIGNATION -  V 171
 EH0890  PID         -  EH0890
 EH0890  STATE/COUNTY-  AR/PHILLIPS
 EH0890  USGS QUAD   -  LEXA (1991)
 EH0890
 EH0890                         *CURRENT SURVEY CONTROL
 EH0890  ___________________________________________________________________
 EH0890* NAD 83(1986)-  34 36 25.     (N)    090 45 13.     (W)     SCALED    
 EH0890* NAVD 88     -        61.007  (meters)     200.15   (feet)  ADJUSTED  
 EH0890  ___________________________________________________________________
 EH0890  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH0890  DYNAMIC HT  -          60.949 (meters)     199.96  (feet)  COMP
 EH0890  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 EH0890
 EH0890  VERT ORDER  -  FIRST     CLASS II
 EH0890
 EH0890.The horizontal coordinates were scaled from a topographic map and have
 EH0890.an estimated accuracy of +/- 6 seconds.
 EH0890
 EH0890.The orthometric height was determined by differential leveling
 EH0890.and adjusted by the National Geodetic Survey in June 1991..
 EH0890
 EH0890.The geoid height was determined by GEOID03.
 EH0890
 EH0890.The dynamic height is computed by dividing the NAVD 88
 EH0890.geopotential number by the normal gravity value computed on the
 EH0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0890.degrees latitude (g = 980.6199 gals.).
 EH0890
 EH0890.The modeled gravity was interpolated from observed gravity values.
 EH0890
 EH0890;                    North         East    Units  Estimated Accuracy
 EH0890;SPC AR S     -   615,900.      514,320.      MT  (+/- 180 meters Scaled)
 EH0890
 EH0890                          SUPERSEDED SURVEY CONTROL
 EH0890
 EH0890  NGVD 29 (??/??/??)   61.031  (m)          200.23   (f) ADJUSTED    1 2
 EH0890
 EH0890.Superseded values are not recommended for survey control.
 EH0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0890.See file dsdata.txt to determine how the superseded data were derived.
 EH0890
 EH0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU059317(NAD 83)
 EH0890_MARKER: DB = BENCH MARK DISK
 EH0890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0890_SP_SET: CULVERT
 EH0890_STAMPING: V 171 1956
 EH0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0890+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH0890
 EH0890  HISTORY     - Date     Condition        Report By
 EH0890  HISTORY     - 1956     MONUMENTED       CGS
 EH0890  HISTORY     - 1976     GOOD             NGS
 EH0890  HISTORY     - 20030401 GOOD             USACE
 EH0890
 EH0890                          STATION DESCRIPTION
 EH0890
 EH0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0890'0.6 MI N FROM LEXA.
 EH0890'ABOUT 0.6 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0890'STATION AT LEXA, ABOUT 125 YARDS NORTH OF MILE POLE 325, ABOUT 30
 EH0890'YARDS NORTHWEST OF TELEPHONE POLE NO. 3335, IN THE TOP OF SOUTH END OF
 EH0890'EAST HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT UNDER TRACK, 10 1/2
 EH0890'FEET EAST OF EAST RAIL OF EAST (MAIN) TRACK, AND ABOUT 3 FEET BELOW
 EH0890'LEVEL OF TRACK.
 EH0890
 EH0890                          STATION RECOVERY (1976)
 EH0890
 EH0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0890'RECOVERED IN GOOD CONDITION.
 EH0890
 EH0890                          STATION RECOVERY (2003)
 EH0890
 EH0890'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0233 ***********************************************************************
 FF0233  DESIGNATION -  V 173
 FF0233  PID         -  FF0233
 FF0233  STATE/COUNTY-  AR/CRITTENDEN
 FF0233  USGS QUAD   -  EDMONDSON (1981)
 FF0233
 FF0233                         *CURRENT SURVEY CONTROL
 FF0233  ___________________________________________________________________
 FF0233* NAD 83(1986)-  35 07 07.     (N)    090 15 00.     (W)     SCALED    
 FF0233* NAVD 88     -        63.612  (meters)     208.70   (feet)  ADJUSTED  
 FF0233  ___________________________________________________________________
 FF0233  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF0233  DYNAMIC HT  -          63.554 (meters)     208.51  (feet)  COMP
 FF0233  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 FF0233
 FF0233  VERT ORDER  -  FIRST     CLASS II
 FF0233
 FF0233.The horizontal coordinates were scaled from a topographic map and have
 FF0233.an estimated accuracy of +/- 6 seconds.
 FF0233
 FF0233.The orthometric height was determined by differential leveling
 FF0233.and adjusted by the National Geodetic Survey in June 1991..
 FF0233.WARNING-Repeat measurements at this control monument indicate possible
 FF0233.vertical movement.
 FF0233
 FF0233.The geoid height was determined by GEOID03.
 FF0233
 FF0233.The dynamic height is computed by dividing the NAVD 88
 FF0233.geopotential number by the normal gravity value computed on the
 FF0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0233.degrees latitude (g = 980.6199 gals.).
 FF0233
 FF0233.The modeled gravity was interpolated from observed gravity values.
 FF0233
 FF0233;                    North         East    Units  Estimated Accuracy
 FF0233;SPC AR N     -    88,540.      559,510.      MT  (+/- 180 meters Scaled)
 FF0233
 FF0233                          SUPERSEDED SURVEY CONTROL
 FF0233
 FF0233  NGVD 29 (??/??/??)   63.578  (m)          208.59   (f) ADJUSTED    1 2
 FF0233
 FF0233.Superseded values are not recommended for survey control.
 FF0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0233.See file dsdata.txt to determine how the superseded data were derived.
 FF0233
 FF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU506896(NAD 83)
 FF0233_MARKER: DB = BENCH MARK DISK
 FF0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0233_STAMPING: V 173 1956
 FF0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0233+STABILITY: SURFACE MOTION
 FF0233
 FF0233  HISTORY     - Date     Condition        Report By
 FF0233  HISTORY     - 1956     MONUMENTED       CGS
 FF0233  HISTORY     - 1957     GOOD             CGS
 FF0233  HISTORY     - 20030206 MARK NOT FOUND   USACE
 FF0233
 FF0233                          STATION DESCRIPTION
 FF0233
 FF0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0233'3.2 MI W FROM HULBERT.
 FF0233'3.25 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0233'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, ABOUT
 FF0233'1.05 MILES EAST OF STATION SIGN AT MOUNDS, 37 FEET
 FF0233'NORTH-NORTHWEST OF NEAR RAIL OF TRACK, 103 YARDS EAST-NORTHEAST
 FF0233'OF A SWITCH STAND AT EAST-NORTHEAST END OF A SIDING, 77 FEET
 FF0233'NORTH AND ACROSS TRACK FROM MILEAGE POLE NO. 12/25, 28 1/2
 FF0233'FEET NORTH OF NORTH CORNER OF CONCRETE BASE OF BLOCK SIGNAL NO.
 FF0233'12.7, 152 FEET WEST OF WEST CORNER OF TRESTLE NO. 12.6, 3.4
 FF0233'FEET SOUTHWEST OF TELEPHONE POLE NO. 667, 21 FEET SOUTH-SOUTHEAST
 FF0233'OF CENTER LINE OF A ROAD PARALLEL TO TRACK, ABOUT 7 FEET BELOW
 FF0233'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0233'7 INCHES.  NOTE-- MARK IS ABOUT 3.6 MILES EAST OF THE STATION
 FF0233'SIGN AT A ROAD CROSSING AT EDMONDSON, CRITTENDEN COUNTY.
 FF0233
 FF0233                          STATION RECOVERY (1957)
 FF0233
 FF0233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0233'RECOVERED IN GOOD CONDITION.
 FF0233
 FF0233                          STATION RECOVERY (2003)
 FF0233
 FF0233'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0149 ***********************************************************************
 FF0149  DESIGNATION -  V 174
 FF0149  PID         -  FF0149
 FF0149  STATE/COUNTY-  AR/CRITTENDEN
 FF0149  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0149
 FF0149                         *CURRENT SURVEY CONTROL
 FF0149  ___________________________________________________________________
 FF0149* NAD 83(1986)-  35 14 22.     (N)    090 12 27.     (W)     SCALED    
 FF0149* NAVD 88     -        68.800  (meters)     225.72   (feet)  ADJUSTED  
 FF0149  ___________________________________________________________________
 FF0149  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0149  DYNAMIC HT  -          68.738 (meters)     225.52  (feet)  COMP
 FF0149  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 FF0149
 FF0149  VERT ORDER  -  FIRST     CLASS II
 FF0149
 FF0149.The horizontal coordinates were scaled from a topographic map and have
 FF0149.an estimated accuracy of +/- 6 seconds.
 FF0149
 FF0149.The orthometric height was determined by differential leveling
 FF0149.and adjusted by the National Geodetic Survey in June 1991..
 FF0149
 FF0149.The geoid height was determined by GEOID03.
 FF0149
 FF0149.The dynamic height is computed by dividing the NAVD 88
 FF0149.geopotential number by the normal gravity value computed on the
 FF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0149.degrees latitude (g = 980.6199 gals.).
 FF0149
 FF0149.The modeled gravity was interpolated from observed gravity values.
 FF0149
 FF0149;                    North         East    Units  Estimated Accuracy
 FF0149;SPC AR N     -   102,010.      563,140.      MT  (+/- 180 meters Scaled)
 FF0149
 FF0149                          SUPERSEDED SURVEY CONTROL
 FF0149
 FF0149  NGVD 29 (??/??/??)   68.760  (m)          225.59   (f) ADJUSTED    1 2
 FF0149
 FF0149.Superseded values are not recommended for survey control.
 FF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0149.See file dsdata.txt to determine how the superseded data were derived.
 FF0149
 FF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV541031(NAD 83)
 FF0149_MARKER: DB = BENCH MARK DISK
 FF0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0149_STAMPING: V 174 1956
 FF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0149+STABILITY: SURFACE MOTION
 FF0149
 FF0149  HISTORY     - Date     Condition        Report By
 FF0149  HISTORY     - 1956     MONUMENTED       CGS
 FF0149  HISTORY     - 1969     POOR             CGS
 FF0149  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0149
 FF0149                          STATION DESCRIPTION
 FF0149
 FF0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0149'1.8 MI NW FROM MARION.
 FF0149'1.85 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0149'FROM THE STATION AT MARION, AT HARVARD YARD, ABOUT 104 YARDS
 FF0149'NORTHWEST OF SIGN HARVARD, 34 1/2 FEET SOUTHWEST OF SOUTHWEST
 FF0149'RAIL OF MAIN TRACK, 20.2 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 FF0149'SIDING, 83 FEET SOUTH AND ACROSS MAIN TRACK AND SIDING FROM
 FF0149'MILEAGE POLE NO. 471/30, 111 FEET WEST AND ACROSS TRACKS FROM
 FF0149'MILEAGE POLE NO. 471/31, 58 1/2 FEET WEST-NORTHWEST OF A WHISTLE
 FF0149'SIGN, ABOUT 95 YARDS SOUTH AND ACROSS TRACKS FROM TELEPHONE
 FF0149'POLE NO. 3645, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0149'2 FEET BELOW LEVEL OF MAIN TRACK AND SET IN THE TOP OF A CONCRETE
 FF0149'POST PROJECTING 3 INCHES.
 FF0149'NOTE--POST LEANING 45 DEGREES.
 FF0149
 FF0149                          STATION RECOVERY (1969)
 FF0149
 FF0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FF0149'MARK RECOVERED IN POOR CONDITION.
 FF0149
 FF0149                          STATION RECOVERY (1992)
 FF0149
 FF0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0149'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0550 ***********************************************************************
 FF0550  DESIGNATION -  V 175
 FF0550  PID         -  FF0550
 FF0550  STATE/COUNTY-  AR/CROSS
 FF0550  USGS QUAD   -  WYNNE (1992)
 FF0550
 FF0550                         *CURRENT SURVEY CONTROL
 FF0550  ___________________________________________________________________
 FF0550* NAD 83(1986)-  35 13 50.     (N)    090 51 53.     (W)     SCALED    
 FF0550* NAVD 88     -        68.730  (meters)     225.49   (feet)  ADJUSTED  
 FF0550  ___________________________________________________________________
 FF0550  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0550  DYNAMIC HT  -          68.668 (meters)     225.29  (feet)  COMP
 FF0550  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 FF0550
 FF0550  VERT ORDER  -  FIRST     CLASS II
 FF0550
 FF0550.The horizontal coordinates were scaled from a topographic map and have
 FF0550.an estimated accuracy of +/- 6 seconds.
 FF0550
 FF0550.The orthometric height was determined by differential leveling
 FF0550.and adjusted by the National Geodetic Survey in June 1991..
 FF0550
 FF0550.The geoid height was determined by GEOID03.
 FF0550
 FF0550.The dynamic height is computed by dividing the NAVD 88
 FF0550.geopotential number by the normal gravity value computed on the
 FF0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0550.degrees latitude (g = 980.6199 gals.).
 FF0550
 FF0550.The modeled gravity was interpolated from observed gravity values.
 FF0550
 FF0550;                    North         East    Units  Estimated Accuracy
 FF0550;SPC AR N     -   100,140.      503,340.      MT  (+/- 180 meters Scaled)
 FF0550
 FF0550                          SUPERSEDED SURVEY CONTROL
 FF0550
 FF0550  NGVD 29 (??/??/??)   68.698  (m)          225.39   (f) ADJUSTED    1 2
 FF0550
 FF0550.Superseded values are not recommended for survey control.
 FF0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0550.See file dsdata.txt to determine how the superseded data were derived.
 FF0550
 FF0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV943007(NAD 83)
 FF0550_MARKER: DB = BENCH MARK DISK
 FF0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0550_STAMPING: V 175 1956
 FF0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0550+STABILITY: SURFACE MOTION
 FF0550
 FF0550  HISTORY     - Date     Condition        Report By
 FF0550  HISTORY     - 1956     MONUMENTED       CGS
 FF0550  HISTORY     - 1982     MARK NOT FOUND   USGS
 FF0550
 FF0550                          STATION DESCRIPTION
 FF0550
 FF0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0550'4.1 MI W FROM WYNNE.
 FF0550'ABOUT 4.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0550'STATION AT WYNNE, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE
 FF0550'POLE 328/10 AND 328/11, 39 FEET SOUTH OF SOUTH RAIL, 153 FEET
 FF0550'SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO. 328/10, 16 1/2
 FF0550'FEET SOUTHEAST OF A TELEPHONE POLE, 29 FEET WEST OF CENTER LINE
 FF0550'OF A FARM LANE WHICH DEAD ENDS AT SOUTH SIDE OF TRACK, 1 FOOT
 FF0550'NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 FF0550'POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 FF0550'OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0550
 FF0550                          STATION RECOVERY (1982)
 FF0550
 FF0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 FF0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0858 ***********************************************************************
 EH0858  DESIGNATION -  V 176
 EH0858  PID         -  EH0858
 EH0858  STATE/COUNTY-  AR/LEE
 EH0858  USGS QUAD   -  AUBREY (1971)
 EH0858
 EH0858                         *CURRENT SURVEY CONTROL
 EH0858  ___________________________________________________________________
 EH0858* NAD 83(1986)-  34 43 52.     (N)    090 53 59.     (W)     SCALED    
 EH0858* NAVD 88     -        61.794  (meters)     202.74   (feet)  ADJUSTED  
 EH0858  ___________________________________________________________________
 EH0858  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH0858  DYNAMIC HT  -          61.736 (meters)     202.55  (feet)  COMP
 EH0858  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 EH0858
 EH0858  VERT ORDER  -  FIRST     CLASS II
 EH0858
 EH0858.The horizontal coordinates were scaled from a topographic map and have
 EH0858.an estimated accuracy of +/- 6 seconds.
 EH0858
 EH0858.The orthometric height was determined by differential leveling
 EH0858.and adjusted by the National Geodetic Survey in June 1991..
 EH0858
 EH0858.The geoid height was determined by GEOID03.
 EH0858
 EH0858.The dynamic height is computed by dividing the NAVD 88
 EH0858.geopotential number by the normal gravity value computed on the
 EH0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0858.degrees latitude (g = 980.6199 gals.).
 EH0858
 EH0858.The modeled gravity was interpolated from observed gravity values.
 EH0858
 EH0858;                    North         East    Units  Estimated Accuracy
 EH0858;SPC AR S     -   629,520.      500,770.      MT  (+/- 180 meters Scaled)
 EH0858
 EH0858                          SUPERSEDED SURVEY CONTROL
 EH0858
 EH0858  NGVD 29 (??/??/??)   61.807  (m)          202.78   (f) ADJUSTED    1 2
 EH0858
 EH0858.Superseded values are not recommended for survey control.
 EH0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0858.See file dsdata.txt to determine how the superseded data were derived.
 EH0858
 EH0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU922452(NAD 83)
 EH0858_MARKER: DB = BENCH MARK DISK
 EH0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0858_STAMPING: V 176 1955
 EH0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0858+STABILITY: SURFACE MOTION
 EH0858
 EH0858  HISTORY     - Date     Condition        Report By
 EH0858  HISTORY     - 1955     MONUMENTED       CGS
 EH0858  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH0858
 EH0858                          STATION DESCRIPTION
 EH0858
 EH0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0858'0.85 MI N FROM AUBREY.
 EH0858'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 121 FROM THE SCHOOL AT
 EH0858'AUBREY, 34 FEET WEST OF CENTER LINE OF HIGHWAY, 163 FEET
 EH0858'SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND A DIRT ROAD EAST,
 EH0858'104 FEET SOUTH OF CENTER LINE OF A ROAD LEADING WEST, 2 FEET EAST OF A
 EH0858'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 EH0858'FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 EH0858'PROJECTING 3 INCHES.  NOTE-- THE YARD HAS BEEN GRADED.
 EH0858
 EH0858                          STATION RECOVERY (1970)
 EH0858
 EH0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1283 ***********************************************************************
 FF1283  DESIGNATION -  V 177
 FF1283  PID         -  FF1283
 FF1283  STATE/COUNTY-  AR/WOODRUFF
 FF1283  USGS QUAD   -  HUNTER EAST (1993)
 FF1283
 FF1283                         *CURRENT SURVEY CONTROL
 FF1283  ___________________________________________________________________
 FF1283* NAD 83(1986)-  35 04 29.     (N)    091 06 48.     (W)     SCALED    
 FF1283* NAVD 88     -        63.754  (meters)     209.17   (feet)  ADJUSTED  
 FF1283  ___________________________________________________________________
 FF1283  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FF1283  DYNAMIC HT  -          63.696 (meters)     208.98  (feet)  COMP
 FF1283  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 FF1283
 FF1283  VERT ORDER  -  FIRST     CLASS II
 FF1283
 FF1283.The horizontal coordinates were scaled from a topographic map and have
 FF1283.an estimated accuracy of +/- 6 seconds.
 FF1283
 FF1283.The orthometric height was determined by differential leveling
 FF1283.and adjusted by the National Geodetic Survey in June 1991..
 FF1283
 FF1283.The geoid height was determined by GEOID03.
 FF1283
 FF1283.The dynamic height is computed by dividing the NAVD 88
 FF1283.geopotential number by the normal gravity value computed on the
 FF1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1283.degrees latitude (g = 980.6199 gals.).
 FF1283
 FF1283.The modeled gravity was interpolated from observed gravity values.
 FF1283
 FF1283;                    North         East    Units  Estimated Accuracy
 FF1283;SPC AR N     -    82,620.      480,870.      MT  (+/- 180 meters Scaled)
 FF1283
 FF1283                          SUPERSEDED SURVEY CONTROL
 FF1283
 FF1283  NGVD 29 (??/??/??)   63.735  (m)          209.10   (f) ADJUSTED    1 2
 FF1283
 FF1283.Superseded values are not recommended for survey control.
 FF1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1283.See file dsdata.txt to determine how the superseded data were derived.
 FF1283
 FF1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU720829(NAD 83)
 FF1283_MARKER: DB = BENCH MARK DISK
 FF1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1283_STAMPING: V 177 1956
 FF1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1283+STABILITY: SURFACE MOTION
 FF1283
 FF1283  HISTORY     - Date     Condition        Report By
 FF1283  HISTORY     - 1956     MONUMENTED       CGS
 FF1283  HISTORY     - 1970     GOOD             USGS
 FF1283  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1283
 FF1283                          STATION DESCRIPTION
 FF1283
 FF1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1283'1.7 MI NE FROM HUNTER.
 FF1283'1.7 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1283'FROM THE STATION AT HUNTER, ABOUT 0.2 MILE SOUTHWEST OF MILE POLE
 FF1283'185, AT AN EAST-WEST ROAD CROSSING, 45 FEET SOUTHEAST OF
 FF1283'SOUTHEAST RAIL, 80 FEET NORTHEAST OF CENTER OF CROSSING, 42
 FF1283'FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 18 FEET NORTHWEST
 FF1283'OF CENTER LINE OF A ROAD PARALLELING THE TRACK, 24 FEET EAST OF
 FF1283'TELEPHONE POLE NO. 185/6, 2 FEET NORTHWEST OF A FENCE LINE, 2
 FF1283'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW
 FF1283'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF1283'4 INCHES.  NOTE-- MARK HAD BEEN HIT AND DISTURBED.
 FF1283
 FF1283                          STATION RECOVERY (1970)
 FF1283
 FF1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1283'RECOVERED IN GOOD CONDITION.
 FF1283
 FF1283                          STATION RECOVERY (2003)
 FF1283
 FF1283'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0226 ***********************************************************************
 FF0226  DESIGNATION -  V 178
 FF0226  PID         -  FF0226
 FF0226  STATE/COUNTY-  AR/CRITTENDEN
 FF0226  USGS QUAD   -  EDMONDSON (1981)
 FF0226
 FF0226                         *CURRENT SURVEY CONTROL
 FF0226  ___________________________________________________________________
 FF0226* NAD 83(1986)-  35 06 36.     (N)    090 17 29.     (W)     SCALED    
 FF0226* NAVD 88     -        62.800  (meters)     206.04   (feet)  ADJUSTED  
 FF0226  ___________________________________________________________________
 FF0226  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 FF0226  DYNAMIC HT  -          62.743 (meters)     205.85  (feet)  COMP
 FF0226  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 FF0226
 FF0226  VERT ORDER  -  FIRST     CLASS II
 FF0226
 FF0226.The horizontal coordinates were scaled from a topographic map and have
 FF0226.an estimated accuracy of +/- 6 seconds.
 FF0226
 FF0226.The orthometric height was determined by differential leveling
 FF0226.and adjusted by the National Geodetic Survey in June 1991..
 FF0226.WARNING-Repeat measurements at this control monument indicate possible
 FF0226.vertical movement.
 FF0226
 FF0226.The geoid height was determined by GEOID03.
 FF0226
 FF0226.The dynamic height is computed by dividing the NAVD 88
 FF0226.geopotential number by the normal gravity value computed on the
 FF0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0226.degrees latitude (g = 980.6199 gals.).
 FF0226
 FF0226.The modeled gravity was interpolated from observed gravity values.
 FF0226
 FF0226;                    North         East    Units  Estimated Accuracy
 FF0226;SPC AR N     -    87,520.      555,750.      MT  (+/- 180 meters Scaled)
 FF0226
 FF0226                          SUPERSEDED SURVEY CONTROL
 FF0226
 FF0226  NGVD 29 (??/??/??)   62.779  (m)          205.97   (f) ADJUSTED    1 2
 FF0226
 FF0226.Superseded values are not recommended for survey control.
 FF0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0226.See file dsdata.txt to determine how the superseded data were derived.
 FF0226
 FF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU468885(NAD 83)
 FF0226_MARKER: DB = BENCH MARK DISK
 FF0226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0226_SP_SET: 50 FEET
 FF0226_STAMPING: V 178 1956
 FF0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0226
 FF0226  HISTORY     - Date     Condition        Report By
 FF0226  HISTORY     - 1956     MONUMENTED       CGS
 FF0226  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0226  HISTORY     - 1977     MARK NOT FOUND   USGS
 FF0226
 FF0226                          STATION DESCRIPTION
 FF0226
 FF0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0226'1.2 MI E FROM EDMONDSON.
 FF0226'1.15 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0226'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0226'ABOUT 0.1 MILE WEST OF MILE POLE 15, 72 FEET SOUTH OF SOUTH
 FF0226'RAIL, 442 FEET EAST OF CENTER OF CROSSING OF U.S. HIGHWAY 79,
 FF0226'66 FEET SOUTHEAST OF SOUTHWEST CORNER OF RAILROAD TRESTLE NO.
 FF0226'15.1, 9 FEET SOUTH OF A LONE 7-INCH ELM TREE, 2 1/2 FEET EAST
 FF0226'OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK
 FF0226'AND IS A DISK ON TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH
 FF0226'WITH GROUND AND SURROUNDED BY A 4-INCH TILE.  THE ROD IS DRIVEN
 FF0226'TO A DEPTH OF 50-FEET.
 FF0226
 FF0226                          STATION RECOVERY (1977)
 FF0226
 FF0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0226'MARK NOT FOUND.
 FF0226
 FF0226                          STATION RECOVERY (1977)
 FF0226
 FF0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FF0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0819 ***********************************************************************
 FG0819  DESIGNATION -  V 18
 FG0819  PID         -  FG0819
 FG0819  STATE/COUNTY-  AR/NEWTON
 FG0819  USGS QUAD   -  PARTHENON (1980)
 FG0819
 FG0819                         *CURRENT SURVEY CONTROL
 FG0819  ___________________________________________________________________
 FG0819* NAD 83(1986)-  35 55 12.     (N)    093 10 28.     (W)     SCALED    
 FG0819* NAVD 88     -       620.780  (meters)    2036.68   (feet)  ADJUSTED  
 FG0819  ___________________________________________________________________
 FG0819  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FG0819  DYNAMIC HT  -         620.178 (meters)    2034.70  (feet)  COMP
 FG0819  MODELED GRAV-     979,643.4   (mgal)                       NAVD 88
 FG0819
 FG0819  VERT ORDER  -  SECOND    CLASS 0
 FG0819
 FG0819.The horizontal coordinates were scaled from a topographic map and have
 FG0819.an estimated accuracy of +/- 6 seconds.
 FG0819
 FG0819.The orthometric height was determined by differential leveling
 FG0819.and adjusted by the National Geodetic Survey in June 1991..
 FG0819
 FG0819.The geoid height was determined by GEOID03.
 FG0819
 FG0819.The dynamic height is computed by dividing the NAVD 88
 FG0819.geopotential number by the normal gravity value computed on the
 FG0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0819.degrees latitude (g = 980.6199 gals.).
 FG0819
 FG0819.The modeled gravity was interpolated from observed gravity values.
 FG0819
 FG0819;                    North         East    Units  Estimated Accuracy
 FG0819;SPC AR N     -   176,660.      294,010.      MT  (+/- 180 meters Scaled)
 FG0819
 FG0819                          SUPERSEDED SURVEY CONTROL
 FG0819
 FG0819  NGVD 29 (??/??/92)  620.68   (m)         2036.3    (f) COMPUTED    2 0
 FG0819
 FG0819.Superseded values are not recommended for survey control.
 FG0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0819.See file dsdata.txt to determine how the superseded data were derived.
 FG0819
 FG0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV842750(NAD 83)
 FG0819_MARKER: DB = BENCH MARK DISK
 FG0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0819_STAMPING: V-18 1932
 FG0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0819+STABILITY: SURFACE MOTION
 FG0819
 FG0819  HISTORY     - Date     Condition        Report By
 FG0819  HISTORY     - 1932     MONUMENTED       CGS
 FG0819  HISTORY     - 1935     GOOD             NGS
 FG0819
 FG0819                          STATION DESCRIPTION
 FG0819
 FG0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0819'8.4 MI N FROM DEER.
 FG0819'8.4 MILES NORTH OF DEER, ALONG ST. HWY. 7.  92 FEET SOUTH OF FRONT OF
 FG0819'M. W. MCELROY RESIDENCE.  27 FEET NORTH OF CENTERLINE OF ST. HWY. 7.
 FG0819'8.3 FEET EAST OF OAK TREE 1 FT. IN DIAMETER AT BASE, PAINTED U.S.
 FG0819'2036-3 P.B.M.  4.5 FEET ABOVE LEVEL OF HIGHWAY.  CONCRETE POST WITH
 FG0819'BRONZE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0820 ***********************************************************************
 FG0820  DESIGNATION -  V 18 RESET
 FG0820  PID         -  FG0820
 FG0820  STATE/COUNTY-  AR/NEWTON
 FG0820  USGS QUAD   -  PARTHENON (1980)
 FG0820
 FG0820                         *CURRENT SURVEY CONTROL
 FG0820  ___________________________________________________________________
 FG0820* NAD 83(1986)-  35 55 12.     (N)    093 10 27.     (W)     SCALED    
 FG0820* NAVD 88     -       620.81   (meters)    2036.8    (feet)  RESET     
 FG0820  ___________________________________________________________________
 FG0820  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FG0820
 FG0820  VERT ORDER  -  THIRD
 FG0820
 FG0820.The horizontal coordinates were scaled from a topographic map and have
 FG0820.an estimated accuracy of +/- 6 seconds.
 FG0820
 FG0820.The orthometric height was computed from unverified reset data.
 FG0820.No vertical observational check was made to the station.
 FG0820
 FG0820.The geoid height was determined by GEOID03.
 FG0820
 FG0820;                    North         East    Units  Estimated Accuracy
 FG0820;SPC AR N     -   176,660.      294,030.      MT  (+/- 180 meters Scaled)
 FG0820
 FG0820                          SUPERSEDED SURVEY CONTROL
 FG0820
 FG0820  NGVD 29 (??/??/??)  620.71   (m)         2036.4    (f) RESET       3  
 FG0820
 FG0820.Superseded values are not recommended for survey control.
 FG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0820.See file dsdata.txt to determine how the superseded data were derived.
 FG0820
 FG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV842750(NAD 83)
 FG0820_MARKER: DB = BENCH MARK DISK
 FG0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0820_STAMPING: V 18 RESET 1953
 FG0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0820+STABILITY: SURFACE MOTION
 FG0820
 FG0820  HISTORY     - Date     Condition        Report By
 FG0820  HISTORY     - 1953     MONUMENTED       CGS
 FG0820
 FG0820                          STATION DESCRIPTION
 FG0820
 FG0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FG0820'2.0 MI NE FROM DEER.
 FG0820'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM DEER, NEWTON COUNTY,
 FG0820'6.4 MILES NORTH ALONG STATE HIGHWAY 7, AT THE SOUTH SIDE OF THE NE 1/4
 FG0820'SEC. 26, T 15 N, R 21 W, ON THE M. W. MCEROY FARM (NOW OWNED BY EARL
 FG0820'EWING), 81 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 43 FEET
 FG0820'NORTH OF THE CENTERLINE OF THE HIGHWAY, 47 FEET WEST OF THE CENTER OF
 FG0820'A YARD GATE, 16 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE YARD
 FG0820'FENCE, AND ABOUT 14 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 FG0820'STAMPED V 18 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0843 ***********************************************************************
 FF0843  DESIGNATION -  V 180
 FF0843  PID         -  FF0843
 FF0843  STATE/COUNTY-  AR/POINSETT
 FF0843  USGS QUAD   -  RISHER (1980)
 FF0843
 FF0843                         *CURRENT SURVEY CONTROL
 FF0843  ___________________________________________________________________
 FF0843* NAD 83(1986)-  35 39 08.     (N)    090 52 48.     (W)     SCALED    
 FF0843* NAVD 88     -        74.178  (meters)     243.37   (feet)  ADJUSTED  
 FF0843  ___________________________________________________________________
 FF0843  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF0843  DYNAMIC HT  -          74.115 (meters)     243.16  (feet)  COMP
 FF0843  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 FF0843
 FF0843  VERT ORDER  -  FIRST     CLASS II
 FF0843
 FF0843.The horizontal coordinates were scaled from a topographic map and have
 FF0843.an estimated accuracy of +/- 6 seconds.
 FF0843
 FF0843.The orthometric height was determined by differential leveling
 FF0843.and adjusted by the National Geodetic Survey in June 1991..
 FF0843
 FF0843.The geoid height was determined by GEOID03.
 FF0843
 FF0843.The dynamic height is computed by dividing the NAVD 88
 FF0843.geopotential number by the normal gravity value computed on the
 FF0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0843.degrees latitude (g = 980.6199 gals.).
 FF0843
 FF0843.The modeled gravity was interpolated from observed gravity values.
 FF0843
 FF0843;                    North         East    Units  Estimated Accuracy
 FF0843;SPC AR N     -   146,900.      501,420.      MT  (+/- 180 meters Scaled)
 FF0843
 FF0843                          SUPERSEDED SURVEY CONTROL
 FF0843
 FF0843  NGVD 29 (??/??/??)   74.114  (m)          243.16   (f) ADJUSTED    1 2
 FF0843
 FF0843.Superseded values are not recommended for survey control.
 FF0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0843.See file dsdata.txt to determine how the superseded data were derived.
 FF0843
 FF0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV919474(NAD 83)
 FF0843_MARKER: DB = BENCH MARK DISK
 FF0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0843_SP_SET: CULVERT
 FF0843_STAMPING: V 180 1956
 FF0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0843+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0843
 FF0843  HISTORY     - Date     Condition        Report By
 FF0843  HISTORY     - 1956     MONUMENTED       CGS
 FF0843  HISTORY     - 20020821 GOOD             USACE
 FF0843
 FF0843                          STATION DESCRIPTION
 FF0843
 FF0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0843'2.4 MI N FROM WEINER.
 FF0843'2.4 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0843'THE STATION AT WEINER, IN THE TOP OF NORTH END OF THE WEST
 FF0843'HEAD WALL OF A DOUBLE 3-FOOT CONCRETE BOX CULVERT UNDER TRACK,
 FF0843'10 3/4 FEET WEST OF WEST RAIL, 79 FEET NORTHWEST AND ACROSS
 FF0843'ROAD AND TRACK FROM MILE POLE 143, 51 FEET NORTH OF CENTER OF
 FF0843'ROAD CROSSING, 1/2 FOOT SOUTH OF NORTH END OF HEAD WALL AND
 FF0843'ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
 FF0843
 FF0843                          STATION RECOVERY (2002)
 FF0843
 FF0843'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0827 ***********************************************************************
 FF0827  DESIGNATION -  V 181
 FF0827  PID         -  FF0827
 FF0827  STATE/COUNTY-  AR/POINSETT
 FF0827  USGS QUAD   -  WEINER (1980)
 FF0827
 FF0827                         *CURRENT SURVEY CONTROL
 FF0827  ___________________________________________________________________
 FF0827* NAD 83(1986)-  35 33 05.     (N)    090 56 19.     (W)     SCALED    
 FF0827* NAVD 88     -        72.181  (meters)     236.81   (feet)  ADJUSTED  
 FF0827  ___________________________________________________________________
 FF0827  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF0827  DYNAMIC HT  -          72.118 (meters)     236.61  (feet)  COMP
 FF0827  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 FF0827
 FF0827  VERT ORDER  -  FIRST     CLASS II
 FF0827
 FF0827.The horizontal coordinates were scaled from a topographic map and have
 FF0827.an estimated accuracy of +/- 6 seconds.
 FF0827
 FF0827.The orthometric height was determined by differential leveling
 FF0827.and adjusted by the National Geodetic Survey in June 1991..
 FF0827
 FF0827.The geoid height was determined by GEOID03.
 FF0827
 FF0827.The dynamic height is computed by dividing the NAVD 88
 FF0827.geopotential number by the normal gravity value computed on the
 FF0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0827.degrees latitude (g = 980.6199 gals.).
 FF0827
 FF0827.The modeled gravity was interpolated from observed gravity values.
 FF0827
 FF0827;                    North         East    Units  Estimated Accuracy
 FF0827;SPC AR N     -   135,650.      496,230.      MT  (+/- 180 meters Scaled)
 FF0827
 FF0827                          SUPERSEDED SURVEY CONTROL
 FF0827
 FF0827  NGVD 29 (??/??/??)   72.125  (m)          236.63   (f) ADJUSTED    1 2
 FF0827
 FF0827.Superseded values are not recommended for survey control.
 FF0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0827.See file dsdata.txt to determine how the superseded data were derived.
 FF0827
 FF0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV868361(NAD 83)
 FF0827_MARKER: DB = BENCH MARK DISK
 FF0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0827_SP_SET: CULVERT
 FF0827_STAMPING: V 181 1956
 FF0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0827+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 FF0827
 FF0827  HISTORY     - Date     Condition        Report By
 FF0827  HISTORY     - 1956     MONUMENTED       CGS
 FF0827  HISTORY     - 1969     GOOD             CGS
 FF0827  HISTORY     - 20020426 GOOD             USACE
 FF0827
 FF0827                          STATION DESCRIPTION
 FF0827
 FF0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FF0827'1 MI S FROM WALDENBURG.
 FF0827'THE MARK IS ABOUT 1.0 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN
 FF0827'RAILROAD FROM THE CROSSING OF STATE ROUTE 14 AT WALDENBURG,
 FF0827'ABOUT 0.2 OF A MILE NORTH OF A ROAD CROSSING, 84 FEET WEST OF
 FF0827'THE APPROXIMATE CENTER OF STATE ROUTE 39, 29 FEET EAST OF THE
 FF0827'EAST RAIL OF THE RAILROAD TRACK, ABOUT 4 FEET BELOW THE LEVEL
 FF0827'OF THE TRACKS, NEAR TELEPHONE POLE NO. 150/18, AND 0.8 OF A FOOT
 FF0827'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FF0827'CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE EAST
 FF0827'HEADWALL OF A 4-FOOT CONCRETE CULVERT UNDER THE RAILROAD TRACKS,
 FF0827'AND THE DISK IS STAMPED V 181 1956.
 FF0827
 FF0827                          STATION RECOVERY (2002)
 FF0827
 FF0827'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0686 ***********************************************************************
 FF0686  DESIGNATION -  V 182
 FF0686  PID         -  FF0686
 FF0686  STATE/COUNTY-  AR/CROSS
 FF0686  USGS QUAD   -  VANNDALE (1984)
 FF0686
 FF0686                         *CURRENT SURVEY CONTROL
 FF0686  ___________________________________________________________________
 FF0686* NAD 83(1986)-  35 21 39.     (N)    090 45 42.     (W)     SCALED    
 FF0686* NAVD 88     -        83.923  (meters)     275.34   (feet)  ADJUSTED  
 FF0686  ___________________________________________________________________
 FF0686  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF0686  DYNAMIC HT  -          83.848 (meters)     275.09  (feet)  COMP
 FF0686  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF0686
 FF0686  VERT ORDER  -  FIRST     CLASS II
 FF0686
 FF0686.The horizontal coordinates were scaled from a topographic map and have
 FF0686.an estimated accuracy of +/- 6 seconds.
 FF0686
 FF0686.The orthometric height was determined by differential leveling
 FF0686.and adjusted by the National Geodetic Survey in June 1991..
 FF0686
 FF0686.The geoid height was determined by GEOID03.
 FF0686
 FF0686.The dynamic height is computed by dividing the NAVD 88
 FF0686.geopotential number by the normal gravity value computed on the
 FF0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0686.degrees latitude (g = 980.6199 gals.).
 FF0686
 FF0686.The modeled gravity was interpolated from observed gravity values.
 FF0686
 FF0686;                    North         East    Units  Estimated Accuracy
 FF0686;SPC AR N     -   114,700.      512,540.      MT  (+/- 180 meters Scaled)
 FF0686
 FF0686                          SUPERSEDED SURVEY CONTROL
 FF0686
 FF0686  NGVD 29 (??/??/??)   83.879  (m)          275.19   (f) ADJUSTED    1 2
 FF0686
 FF0686.Superseded values are not recommended for survey control.
 FF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0686.See file dsdata.txt to determine how the superseded data were derived.
 FF0686
 FF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV033153(NAD 83)
 FF0686_MARKER: DB = BENCH MARK DISK
 FF0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0686_SP_SET: BRIDGE ABUTMENT
 FF0686_STAMPING: V 182 1956
 FF0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0686
 FF0686  HISTORY     - Date     Condition        Report By
 FF0686  HISTORY     - 1956     MONUMENTED       CGS
 FF0686  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0686
 FF0686                          STATION DESCRIPTION
 FF0686
 FF0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0686'3 MI S FROM CHERRY VALLEY.
 FF0686'ABOUT 3.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0686'THE STATION AT CHERRY VALLEY, ABOUT 0.2 MILE NORTH OF AN
 FF0686'EAST-WEST GRAVEL ROAD CROSSING, NEAR TELEPHONE POLE NO. 270/24,
 FF0686'IN THE TOP OF EAST END OF NORTH CONCRETE ABUTMENT OF 130-FOOT
 FF0686'CONCRETE BRIDGE NO. 270.8, 6 1/2 FEET EAST OF EAST RAIL AND ABOUT
 FF0686'1 FOOT BELOW LEVEL OF TRACK.
 FF0686
 FF0686                          STATION RECOVERY (1981)
 FF0686
 FF0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0132 ***********************************************************************
 GE0132  DESIGNATION -  V 183
 GE0132  PID         -  GE0132
 GE0132  STATE/COUNTY-  AR/CLAY
 GE0132  USGS QUAD   -  PIGGOTT (1984)
 GE0132
 GE0132                         *CURRENT SURVEY CONTROL
 GE0132  ___________________________________________________________________
 GE0132* NAD 83(1986)-  36 23 21.     (N)    090 11 50.     (W)     SCALED    
 GE0132* NAVD 88     -        94.592  (meters)     310.34   (feet)  ADJUSTED  
 GE0132  ___________________________________________________________________
 GE0132  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GE0132  DYNAMIC HT  -          94.514 (meters)     310.08  (feet)  COMP
 GE0132  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 GE0132
 GE0132  VERT ORDER  -  FIRST     CLASS II
 GE0132
 GE0132.The horizontal coordinates were scaled from a topographic map and have
 GE0132.an estimated accuracy of +/- 6 seconds.
 GE0132
 GE0132.The orthometric height was determined by differential leveling
 GE0132.and adjusted by the National Geodetic Survey in June 1991..
 GE0132
 GE0132.The geoid height was determined by GEOID03.
 GE0132
 GE0132.The dynamic height is computed by dividing the NAVD 88
 GE0132.geopotential number by the normal gravity value computed on the
 GE0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0132.degrees latitude (g = 980.6199 gals.).
 GE0132
 GE0132.The modeled gravity was interpolated from observed gravity values.
 GE0132
 GE0132;                    North         East    Units  Estimated Accuracy
 GE0132;SPC AR N     -   229,570.      561,740.      MT  (+/- 180 meters Scaled)
 GE0132
 GE0132                          SUPERSEDED SURVEY CONTROL
 GE0132
 GE0132  NGVD 29 (??/??/92)   94.583  (m)          310.31   (f) ADJ UNCH    1 2
 GE0132
 GE0132.Superseded values are not recommended for survey control.
 GE0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0132.See file dsdata.txt to determine how the superseded data were derived.
 GE0132
 GE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA513307(NAD 83)
 GE0132_MARKER: DB = BENCH MARK DISK
 GE0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0132_SP_SET: CULVERT
 GE0132_STAMPING: V 183 1956
 GE0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0132+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 GE0132
 GE0132  HISTORY     - Date     Condition        Report By
 GE0132  HISTORY     - 1956     MONUMENTED       CGS
 GE0132  HISTORY     - 20020717 GOOD             USACE
 GE0132
 GE0132                          STATION DESCRIPTION
 GE0132
 GE0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0132'0.6 MI NW FROM PIGGOTT.
 GE0132'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 62 FROM THE POST
 GE0132'OFFICE AT PIGGOTT, IN THE NORTHWEST PART OF TOWN, IN THE TOP
 GE0132'OF THE WEST END OF NORTH HEADWALL OF A 4-FOOT CONCRETE BOX
 GE0132'CULVERT UNDER HIGHWAY, 14 1/2 FEET NORTH OF CENTER LINE OF
 GE0132'HIGHWAY, 275 FEET WEST OF A CURVE IN HIGHWAY WITH TANGENTS
 GE0132'EXTENDING WEST AND SOUTH, 78 FEET WEST OF WEST END OF NORTH
 GE0132'CONCRETE HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER
 GE0132'HIGHWAY, 23 FEET EAST OF CENTER LINE OF A DIRT ROAD NORTH AND
 GE0132'ABOUT LEVEL WITH HIGHWAY.
 GE0132
 GE0132                          STATION RECOVERY (2002)
 GE0132
 GE0132'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0132'THIS STATION IS LOCATED IN PIGGOT.
 GE0132'THE STATION IS LOCATED AT THE INTERSECTION OF HWY 62 AND SUGAR CREEK
 GE0132'LN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0059 ***********************************************************************
 FF0059  DESIGNATION -  V 184
 FF0059  PID         -  FF0059
 FF0059  STATE/COUNTY-  AR/MISSISSIPPI
 FF0059  USGS QUAD   -  MANILA NORTH (1983)
 FF0059
 FF0059                         *CURRENT SURVEY CONTROL
 FF0059  ___________________________________________________________________
 FF0059* NAD 83(1986)-  35 54 03.     (N)    090 12 01.     (W)     SCALED    
 FF0059* NAVD 88     -        72.045  (meters)     236.37   (feet)  ADJUSTED  
 FF0059  ___________________________________________________________________
 FF0059  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FF0059  DYNAMIC HT  -          71.984 (meters)     236.17  (feet)  COMP
 FF0059  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 FF0059
 FF0059  VERT ORDER  -  FIRST     CLASS II
 FF0059
 FF0059.The horizontal coordinates were scaled from a topographic map and have
 FF0059.an estimated accuracy of +/- 6 seconds.
 FF0059
 FF0059.The orthometric height was determined by differential leveling
 FF0059.and adjusted by the National Geodetic Survey in June 1991..
 FF0059
 FF0059.The geoid height was determined by GEOID03.
 FF0059
 FF0059.The dynamic height is computed by dividing the NAVD 88
 FF0059.geopotential number by the normal gravity value computed on the
 FF0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0059.degrees latitude (g = 980.6199 gals.).
 FF0059
 FF0059.The modeled gravity was interpolated from observed gravity values.
 FF0059
 FF0059;                    North         East    Units  Estimated Accuracy
 FF0059;SPC AR N     -   175,390.      562,460.      MT  (+/- 180 meters Scaled)
 FF0059
 FF0059                          SUPERSEDED SURVEY CONTROL
 FF0059
 FF0059  NGVD 29 (??/??/??)   72.035  (m)          236.33   (f) ADJUSTED    1 2
 FF0059
 FF0059.Superseded values are not recommended for survey control.
 FF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0059.See file dsdata.txt to determine how the superseded data were derived.
 FF0059
 FF0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV526765(NAD 83)
 FF0059_MARKER: DB = BENCH MARK DISK
 FF0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0059_STAMPING: V 184 1956
 FF0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0059+STABILITY: SURFACE MOTION
 FF0059
 FF0059  HISTORY     - Date     Condition        Report By
 FF0059  HISTORY     - 1956     MONUMENTED       CGS
 FF0059  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0059  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0059
 FF0059                          STATION DESCRIPTION
 FF0059
 FF0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0059'2.6 MI NW FROM MANILA.
 FF0059'ABOUT 2.55 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0059'RAILWAY FROM THE STATION AT MANILA, ABOUT 0.15 MILE SOUTHEAST
 FF0059'OF AN EAST-WEST ROAD CROSSING, AT A NARROW NORTH-SOUTH DIRT ROAD
 FF0059'CROSSING, 45 FEET SOUTHWEST OF SOUTHWEST RAIL, 47 1/2 FEET
 FF0059'SOUTHWEST OF CENTER OF CROSSING, 31 FEET WEST OF CENTER LINE OF
 FF0059'ROAD, 83 FEET WEST-SOUTHWEST AND ACROSS TRACK AND ROAD FROM
 FF0059'TELEPHONE POLE NO. 739, 30 FEET SOUTH OF TELEPHONE POLE NO.
 FF0059'257/17, 1 FOOT NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 FF0059'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 FF0059'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0059
 FF0059                          STATION RECOVERY (1978)
 FF0059
 FF0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0059'MARK NOT FOUND.
 FF0059
 FF0059                          STATION RECOVERY (1978)
 FF0059
 FF0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1818 ***********************************************************************
 FE1818  DESIGNATION -  V 185
 FE1818  PID         -  FE1818
 FE1818  STATE/COUNTY-  AR/MISSISSIPPI
 FE1818  USGS QUAD   -  ARMOREL (1983)
 FE1818
 FE1818                         *CURRENT SURVEY CONTROL
 FE1818  ___________________________________________________________________
 FE1818* NAD 83(1986)-  35 55 15.     (N)    089 48 10.     (W)     SCALED    
 FE1818* NAVD 88     -        78.057  (meters)     256.09   (feet)  ADJUSTED  
 FE1818  ___________________________________________________________________
 FE1818  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1818  DYNAMIC HT  -          77.991 (meters)     255.88  (feet)  COMP
 FE1818  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 FE1818
 FE1818  VERT ORDER  -  FIRST     CLASS I
 FE1818
 FE1818.The horizontal coordinates were scaled from a topographic map and have
 FE1818.an estimated accuracy of +/- 6 seconds.
 FE1818
 FE1818.The orthometric height was determined by differential leveling
 FE1818.and adjusted by the National Geodetic Survey in June 1991..
 FE1818.WARNING-Repeat measurements at this control monument indicate possible
 FE1818.vertical movement.
 FE1818
 FE1818.The geoid height was determined by GEOID03.
 FE1818
 FE1818.The dynamic height is computed by dividing the NAVD 88
 FE1818.geopotential number by the normal gravity value computed on the
 FE1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1818.degrees latitude (g = 980.6199 gals.).
 FE1818
 FE1818.The modeled gravity was interpolated from observed gravity values.
 FE1818
 FE1818;                    North         East    Units  Estimated Accuracy
 FE1818;SPC AR N     -   178,330.      598,280.      MT  (+/- 180 meters Scaled)
 FE1818
 FE1818                          SUPERSEDED SURVEY CONTROL
 FE1818
 FE1818  NGVD 29 (??/??/??)   77.988  (m)          255.87   (f) ADJUSTED    1 1
 FE1818
 FE1818.Superseded values are not recommended for survey control.
 FE1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1818.See file dsdata.txt to determine how the superseded data were derived.
 FE1818
 FE1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE471787(NAD 83)
 FE1818_MARKER: DB = BENCH MARK DISK
 FE1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1818_STAMPING: V 185 1956
 FE1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1818+STABILITY: SURFACE MOTION
 FE1818
 FE1818  HISTORY     - Date     Condition        Report By
 FE1818  HISTORY     - 1956     MONUMENTED       CGS
 FE1818  HISTORY     - 1976     GOOD             NGS
 FE1818  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1818
 FE1818                          STATION DESCRIPTION
 FE1818
 FE1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1818'0.3 MI W FROM ARMOREL.
 FE1818'0.3 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FE1818'THE CROSSING OF STATE HIGHWAY 137 AT ARMOREL, AT THE CROSSING OF
 FE1818'STATE HIGHWAY 18, 17 1/2 FEET SOUTH OF SOUTH RAIL OF TRACK,
 FE1818'136 FEET WEST OF CENTER OF CROSSING OF TRACK AND HIGHWAY, 87 FEET
 FE1818'SOUTH-SOUTHWEST AND ACROSS TRACK FROM CENTER LINE OF HIGHWAY 18,
 FE1818'23 FEET WEST OF A 50-INCH ELM TREE, 124 FEET WEST OF A CROSSING
 FE1818'WARNING SIGN, 2 1/2 FEET NORTH OF A FENCE LINE, 2 FEET NORTHEAST
 FE1818'OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF
 FE1818'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1818'NOTE-- MARK IS ABOUT 0.5 MILE NORTHWEST AND WEST ALONG STATE
 FE1818'HIGHWAY 18 FROM THE SCHOOL AT ARMOREL.
 FE1818
 FE1818                          STATION RECOVERY (1976)
 FE1818
 FE1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FE1818'RECOVERED IN GOOD CONDITION.
 FE1818
 FE1818                          STATION RECOVERY (2002)
 FE1818
 FE1818'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0073 ***********************************************************************
 FF0073  DESIGNATION -  V 186
 FF0073  PID         -  FF0073
 FF0073  STATE/COUNTY-  AR/MISSISSIPPI
 FF0073  USGS QUAD   -  LEACHVILLE (1983)
 FF0073
 FF0073                         *CURRENT SURVEY CONTROL
 FF0073  ___________________________________________________________________
 FF0073* NAD 83(1986)-  35 56 18.     (N)    090 15 32.     (W)     SCALED    
 FF0073* NAVD 88     -        72.415  (meters)     237.58   (feet)  ADJUSTED  
 FF0073  ___________________________________________________________________
 FF0073  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FF0073  DYNAMIC HT  -          72.354 (meters)     237.38  (feet)  COMP
 FF0073  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 FF0073
 FF0073  VERT ORDER  -  FIRST     CLASS II
 FF0073
 FF0073.The horizontal coordinates were scaled from a topographic map and have
 FF0073.an estimated accuracy of +/- 6 seconds.
 FF0073
 FF0073.The orthometric height was determined by differential leveling
 FF0073.and adjusted by the National Geodetic Survey in June 1991..
 FF0073
 FF0073.The geoid height was determined by GEOID03.
 FF0073
 FF0073.The dynamic height is computed by dividing the NAVD 88
 FF0073.geopotential number by the normal gravity value computed on the
 FF0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0073.degrees latitude (g = 980.6199 gals.).
 FF0073
 FF0073.The modeled gravity was interpolated from observed gravity values.
 FF0073
 FF0073;                    North         East    Units  Estimated Accuracy
 FF0073;SPC AR N     -   179,450.      557,090.      MT  (+/- 180 meters Scaled)
 FF0073
 FF0073                          SUPERSEDED SURVEY CONTROL
 FF0073
 FF0073  NGVD 29 (??/??/??)   72.403  (m)          237.54   (f) ADJUSTED    1 2
 FF0073
 FF0073.Superseded values are not recommended for survey control.
 FF0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0073.See file dsdata.txt to determine how the superseded data were derived.
 FF0073
 FF0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV472805(NAD 83)
 FF0073_MARKER: DB = BENCH MARK DISK
 FF0073_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0073_SP_SET: 48 FEET
 FF0073_STAMPING: V 186 1956
 FF0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0073
 FF0073  HISTORY     - Date     Condition        Report By
 FF0073  HISTORY     - 1956     MONUMENTED       CGS
 FF0073  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0073
 FF0073                          STATION DESCRIPTION
 FF0073
 FF0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0073'AT LEACHVILLE.
 FF0073'AT LEACHVILLE, AT THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO
 FF0073'RAILWAY AND THE ST. LOUIS SOUTHWESTERN RAILWAY, 35 FEET SOUTH
 FF0073'OF SOUTH RAIL OF ST. L.S.F. RY., 59 1/2 FEET EAST OF EAST RAIL
 FF0073'OF THE ST. L. SW RY., 63 1/2 FEET EAST-SOUTHEAST OF CENTER OF
 FF0073'INTERSECTION OF TRACKS, 87 1/2 FEET EAST AND ACROSS NORTH-SOUTH
 FF0073'TRACK FROM THE SOUTHEAST CORNER OF RAILROAD STATION, 32 1/2
 FF0073'FEET EAST-NORTHEAST OF NORTHWEST CORNER OF A BRICK BUILDING
 FF0073'HOUSING VARIOUS STORES AND A RESTAURANT, 12 FEET NORTH OF NORTH
 FF0073'FACE OF BUILDING (REAR PART OF BUILDING), 2 FEET EAST OF A WHITE
 FF0073'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACKS AND
 FF0073'SET ON THE TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH
 FF0073'GROUND AND SURROUNDED BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.
 FF0073'THE ROD IS DRIVEN TO A DEPTH OF 48-FEET.
 FF0073
 FF0073                          STATION RECOVERY (2002)
 FF0073
 FF0073'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0097 ***********************************************************************
 GE0097  DESIGNATION -  V 187
 GE0097  PID         -  GE0097
 GE0097  STATE/COUNTY-  AR/GREENE
 GE0097  USGS QUAD   -  MOUNDS (1984)
 GE0097
 GE0097                         *CURRENT SURVEY CONTROL
 GE0097  ___________________________________________________________________
 GE0097* NAD 83(1986)-  36 12 53.     (N)    090 20 54.     (W)     SCALED    
 GE0097* NAVD 88     -        82.696  (meters)     271.31   (feet)  ADJUSTED  
 GE0097  ___________________________________________________________________
 GE0097  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GE0097  DYNAMIC HT  -          82.629 (meters)     271.09  (feet)  COMP
 GE0097  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 GE0097
 GE0097  VERT ORDER  -  FIRST     CLASS II
 GE0097
 GE0097.The horizontal coordinates were scaled from a topographic map and have
 GE0097.an estimated accuracy of +/- 6 seconds.
 GE0097
 GE0097.The orthometric height was determined by differential leveling
 GE0097.and adjusted by the National Geodetic Survey in June 1991..
 GE0097
 GE0097.The geoid height was determined by GEOID03.
 GE0097
 GE0097.The dynamic height is computed by dividing the NAVD 88
 GE0097.geopotential number by the normal gravity value computed on the
 GE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0097.degrees latitude (g = 980.6199 gals.).
 GE0097
 GE0097.The modeled gravity was interpolated from observed gravity values.
 GE0097
 GE0097;                    North         East    Units  Estimated Accuracy
 GE0097;SPC AR N     -   209,980.      548,510.      MT  (+/- 180 meters Scaled)
 GE0097
 GE0097                          SUPERSEDED SURVEY CONTROL
 GE0097
 GE0097  NGVD 29 (??/??/92)   82.689  (m)          271.29   (f) ADJ UNCH    1 2
 GE0097
 GE0097.Superseded values are not recommended for survey control.
 GE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0097.See file dsdata.txt to determine how the superseded data were derived.
 GE0097
 GE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA383110(NAD 83)
 GE0097_MARKER: DB = BENCH MARK DISK
 GE0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0097_SP_SET: CULVERT
 GE0097_STAMPING: V 187 1956
 GE0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0097+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0097
 GE0097  HISTORY     - Date     Condition        Report By
 GE0097  HISTORY     - 1956     MONUMENTED       CGS
 GE0097  HISTORY     - 20020801 GOOD             USACE
 GE0097
 GE0097                          STATION DESCRIPTION
 GE0097
 GE0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0097'2.8 MI NE FROM MARMADUKE.
 GE0097'ABOUT 2.75 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0097'RAILWAY FROM THE STATION AT MARMADUKE, ABOUT 0.1 MILE SOUTHWEST
 GE0097'OF MILE POLE 90, IN THE TOP OF THE NORTHEAST END OF NORTHWEST HEAD
 GE0097'WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER TRACK, 26 3/4 FEET
 GE0097'NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 12 1/2 FEET NORTHWEST
 GE0097'OF NORTHWEST RAIL OF A SIDING, 60 FEET WEST OF CENTER OF CROSSING
 GE0097'OF A ROAD AND MAIN TRACK, 1 FOOT SOUTHWEST OF NORTHEAST END OF
 GE0097'HEAD WALL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 GE0097
 GE0097                          STATION RECOVERY (2002)
 GE0097
 GE0097'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0097'THE STATION IS 4 FT N OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0211 ***********************************************************************
 GE0211  DESIGNATION -  V 188
 GE0211  PID         -  GE0211
 GE0211  STATE/COUNTY-  AR/GREENE
 GE0211  USGS QUAD   -  LAFE (1993)
 GE0211
 GE0211                         *CURRENT SURVEY CONTROL
 GE0211  ___________________________________________________________________
 GE0211* NAD 83(1986)-  36 11 29.     (N)    090 30 37.     (W)     SCALED    
 GE0211* NAVD 88     -       102.890  (meters)     337.56   (feet)  ADJUSTED  
 GE0211  ___________________________________________________________________
 GE0211  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GE0211  DYNAMIC HT  -         102.805 (meters)     337.29  (feet)  COMP
 GE0211  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GE0211
 GE0211  VERT ORDER  -  FIRST     CLASS II
 GE0211
 GE0211.The horizontal coordinates were scaled from a topographic map and have
 GE0211.an estimated accuracy of +/- 6 seconds.
 GE0211
 GE0211.The orthometric height was determined by differential leveling
 GE0211.and adjusted by the National Geodetic Survey in June 1991..
 GE0211
 GE0211.The geoid height was determined by GEOID03.
 GE0211
 GE0211.The dynamic height is computed by dividing the NAVD 88
 GE0211.geopotential number by the normal gravity value computed on the
 GE0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0211.degrees latitude (g = 980.6199 gals.).
 GE0211
 GE0211.The modeled gravity was interpolated from observed gravity values.
 GE0211
 GE0211;                    North         East    Units  Estimated Accuracy
 GE0211;SPC AR N     -   207,160.      533,990.      MT  (+/- 180 meters Scaled)
 GE0211
 GE0211                          SUPERSEDED SURVEY CONTROL
 GE0211
 GE0211  NGVD 29 (??/??/92)  102.880  (m)          337.53   (f) ADJ UNCH    1 2
 GE0211
 GE0211.Superseded values are not recommended for survey control.
 GE0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0211.See file dsdata.txt to determine how the superseded data were derived.
 GE0211
 GE0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA238080(NAD 83)
 GE0211_MARKER: DB = BENCH MARK DISK
 GE0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0211_SP_SET: CULVERT
 GE0211_STAMPING: V 188 1956
 GE0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0211+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 GE0211
 GE0211  HISTORY     - Date     Condition        Report By
 GE0211  HISTORY     - 1956     MONUMENTED       CGS
 GE0211  HISTORY     - 20020918 GOOD             USACE
 GE0211
 GE0211                          STATION DESCRIPTION
 GE0211
 GE0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0211'10.2 MI NW FROM PARAGOULD.
 GE0211'10.25 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0211'THE STATION AT PARAGOULD, ABOUT 10.65 MILES SOUTHEAST OF THE
 GE0211'STATION AT KNOBEL, CLAY COUNTY, ABOUT 0.65 MILE NORTHEAST OF
 GE0211'OVERPASS OF STATE HIGHWAY 135 OVER TRACK, ABOUT 3 1/2 TELEPHONE
 GE0211'POLES SOUTHWEST OF A PRIVATE ROAD CROSSING, IN THE TOP OF THE
 GE0211'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE
 GE0211'BOX CULVERT UNDER TRACK, 22 FEET SOUTHEAST OF SOUTHEAST RAIL,
 GE0211'62 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 135, 16 1/2 FEET
 GE0211'WEST OF TELEPHONE POLE NO. 209/11, 3 1/2 FEET NORTHEAST OF BM
 GE0211'209/11 (M.P.RR), 1/2 FOOT SOUTHWEST OF NORTHEAST END OF HEAD
 GE0211'WALL AND ABOUT 9 FEET BELOW LEVEL OF TRACK.
 GE0211
 GE0211                          STATION RECOVERY (2002)
 GE0211
 GE0211'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0211'TO REACH THE STATION FROM THE INTERSECTION OF HWY 135 AND 34 AT S EDGE
 GE0211'OF LAFE, GO S ALONG HWY 135 FOR 0.8 MI TO MARK ON RIGHT.
 GE0211'RR IS ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0139 ***********************************************************************
 GE0139  DESIGNATION -  V 189
 GE0139  PID         -  GE0139
 GE0139  STATE/COUNTY-  AR/CLAY
 GE0139  USGS QUAD   -  POLLARD (1984)
 GE0139
 GE0139                         *CURRENT SURVEY CONTROL
 GE0139  ___________________________________________________________________
 GE0139* NAD 83(1986)-  36 25 47.     (N)    090 17 29.     (W)     SCALED    
 GE0139* NAVD 88     -       111.868  (meters)     367.02   (feet)  ADJUSTED  
 GE0139  ___________________________________________________________________
 GE0139  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GE0139  DYNAMIC HT  -         111.776 (meters)     366.72  (feet)  COMP
 GE0139  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GE0139
 GE0139  VERT ORDER  -  FIRST     CLASS II
 GE0139
 GE0139.The horizontal coordinates were scaled from a topographic map and have
 GE0139.an estimated accuracy of +/- 6 seconds.
 GE0139
 GE0139.The orthometric height was determined by differential leveling
 GE0139.and adjusted by the National Geodetic Survey in June 1991..
 GE0139
 GE0139.The geoid height was determined by GEOID03.
 GE0139
 GE0139.The dynamic height is computed by dividing the NAVD 88
 GE0139.geopotential number by the normal gravity value computed on the
 GE0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0139.degrees latitude (g = 980.6199 gals.).
 GE0139
 GE0139.The modeled gravity was interpolated from observed gravity values.
 GE0139
 GE0139;                    North         East    Units  Estimated Accuracy
 GE0139;SPC AR N     -   233,920.      553,210.      MT  (+/- 180 meters Scaled)
 GE0139
 GE0139                          SUPERSEDED SURVEY CONTROL
 GE0139
 GE0139  NGVD 29 (??/??/92)  111.857  (m)          366.98   (f) ADJ UNCH    1 2
 GE0139
 GE0139.Superseded values are not recommended for survey control.
 GE0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0139.See file dsdata.txt to determine how the superseded data were derived.
 GE0139
 GE0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA428350(NAD 83)
 GE0139_MARKER: DB = BENCH MARK DISK
 GE0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0139_STAMPING: V 189 1956
 GE0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0139+STABILITY: SURFACE MOTION
 GE0139
 GE0139  HISTORY     - Date     Condition        Report By
 GE0139  HISTORY     - 1956     MONUMENTED       CGS
 GE0139  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0139
 GE0139                          STATION DESCRIPTION
 GE0139
 GE0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0139'1.4 MI W FROM POLLARD.
 GE0139'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE BRIDGE OVER
 GE0139'POLLARD CREEK AT POLLARD, ABOUT 0.25 MILE EAST OF JUNCTION OF
 GE0139'A GRAVEL ROAD SOUTH, 51 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 GE0139'153 FEET SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND A ROAD
 GE0139'NORTH, 35 FEET EAST OF A POWER POLE (THE FIRST POLE WEST OF A
 GE0139'POLE WITH BRANCH LINES EXTENDING NORTH-SOUTH), 65 FEET WEST OF
 GE0139'A TELEPHONE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 GE0139'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GE0139'PROJECTING 3 INCHES.
 GE0139
 GE0139                          STATION RECOVERY (1981)
 GE0139
 GE0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0047 ***********************************************************************
 DM0047  DESIGNATION -  V 19
 DM0047  PID         -  DM0047
 DM0047  STATE/COUNTY-  AR/LITTLE RIVER
 DM0047  USGS QUAD   -  FOREMAN (1975)
 DM0047
 DM0047                         *CURRENT SURVEY CONTROL
 DM0047  ___________________________________________________________________
 DM0047* NAD 83(1986)-  33 43 08.     (N)    094 23 31.     (W)     SCALED    
 DM0047* NAVD 88     -       123.405  (meters)     404.87   (feet)  ADJUSTED  
 DM0047  ___________________________________________________________________
 DM0047  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DM0047  DYNAMIC HT  -         123.278 (meters)     404.45  (feet)  COMP
 DM0047  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 DM0047
 DM0047  VERT ORDER  -  FIRST     CLASS II
 DM0047
 DM0047.The horizontal coordinates were scaled from a topographic map and have
 DM0047.an estimated accuracy of +/- 6 seconds.
 DM0047
 DM0047.The orthometric height was determined by differential leveling
 DM0047.and adjusted by the National Geodetic Survey in June 1991..
 DM0047
 DM0047.The geoid height was determined by GEOID03.
 DM0047
 DM0047.The dynamic height is computed by dividing the NAVD 88
 DM0047.geopotential number by the normal gravity value computed on the
 DM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0047.degrees latitude (g = 980.6199 gals.).
 DM0047
 DM0047.The modeled gravity was interpolated from observed gravity values.
 DM0047
 DM0047;                    North         East    Units  Estimated Accuracy
 DM0047;SPC AR S     -   519,290.      178,330.      MT  (+/- 180 meters Scaled)
 DM0047
 DM0047                          SUPERSEDED SURVEY CONTROL
 DM0047
 DM0047  NGVD 29 (??/??/92)  123.397  (m)          404.85   (f) ADJ UNCH    1 2
 DM0047
 DM0047.Superseded values are not recommended for survey control.
 DM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0047.See file dsdata.txt to determine how the superseded data were derived.
 DM0047
 DM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT710318(NAD 83)
 DM0047_MARKER: DB = BENCH MARK DISK
 DM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0047_STAMPING: V 19 1934
 DM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0047+STABILITY: SURFACE MOTION
 DM0047
 DM0047  HISTORY     - Date     Condition        Report By
 DM0047  HISTORY     - 1934     MONUMENTED       CGS
 DM0047  HISTORY     - 1944     GOOD             NGS
 DM0047  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0047
 DM0047                          STATION DESCRIPTION
 DM0047
 DM0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DM0047'IN FOREMAN.
 DM0047'AT THE EAST SIDE OF FOREMAN, LITTLE RIVER COUNTY, ON THE ST. LOUIS-SAN
 DM0047'FRANCISCO RAILWAY AT A ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE
 DM0047'OF THE ROAD, 55 FEET SOUTH OF THE TRACK, AND AT MILEPOLE 631+16 1/2. A
 DM0047'STANDARD DISK, STAMPED V 19 1934 AND SET IN THE TOP OF A CONCRETE
 DM0047'POST.
 DM0047
 DM0047                          STATION RECOVERY (1985)
 DM0047
 DM0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0235 ***********************************************************************
 GE0235  DESIGNATION -  V 190
 GE0235  PID         -  GE0235
 GE0235  STATE/COUNTY-  AR/CLAY
 GE0235  USGS QUAD   -  KNOBEL (1993)
 GE0235
 GE0235                         *CURRENT SURVEY CONTROL
 GE0235  ___________________________________________________________________
 GE0235* NAD 83(1986)-  36 20 57.     (N)    090 35 22.     (W)     SCALED    
 GE0235* NAVD 88     -        84.731  (meters)     277.99   (feet)  ADJUSTED  
 GE0235  ___________________________________________________________________
 GE0235  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GE0235  DYNAMIC HT  -          84.663 (meters)     277.77  (feet)  COMP
 GE0235  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GE0235
 GE0235  VERT ORDER  -  FIRST     CLASS II
 GE0235
 GE0235.The horizontal coordinates were scaled from a topographic map and have
 GE0235.an estimated accuracy of +/- 6 seconds.
 GE0235
 GE0235.The orthometric height was determined by differential leveling
 GE0235.and adjusted by the National Geodetic Survey in June 1991..
 GE0235
 GE0235.The geoid height was determined by GEOID03.
 GE0235
 GE0235.The dynamic height is computed by dividing the NAVD 88
 GE0235.geopotential number by the normal gravity value computed on the
 GE0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0235.degrees latitude (g = 980.6199 gals.).
 GE0235
 GE0235.The modeled gravity was interpolated from observed gravity values.
 GE0235
 GE0235;                    North         East    Units  Estimated Accuracy
 GE0235;SPC AR N     -   224,560.      526,620.      MT  (+/- 180 meters Scaled)
 GE0235
 GE0235                          SUPERSEDED SURVEY CONTROL
 GE0235
 GE0235  NGVD 29 (??/??/92)   84.722  (m)          277.96   (f) ADJ UNCH    1 2
 GE0235
 GE0235.Superseded values are not recommended for survey control.
 GE0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0235.See file dsdata.txt to determine how the superseded data were derived.
 GE0235
 GE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163253(NAD 83)
 GE0235_MARKER: DB = BENCH MARK DISK
 GE0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0235_STAMPING: V 190 1956
 GE0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0235
 GE0235  HISTORY     - Date     Condition        Report By
 GE0235  HISTORY     - 1956     MONUMENTED       CGS
 GE0235
 GE0235                          STATION DESCRIPTION
 GE0235
 GE0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0235'2.3 MI N FROM KNOBEL.
 GE0235'2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0235'STATION AT KNOBEL, ABOUT 1.05 MILES SOUTH OF BRIDGE OVER BLACK
 GE0235'RIVER, DIRECTLY ACROSS TRACK FROM TELEPHONE MILEAGE POLE NO.
 GE0235'196/14, 70 1/2 FEET WEST OF WEST RAIL, 16 1/2 FEET NORTHWEST OF
 GE0235'TELEPHONE POLE NO. 8316, 1 FOOT EAST OF A FENCE LINE, 2 FEET
 GE0235'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 13 FEET BELOW LEVEL
 GE0235'OF TRACK AND IS A DISK ON TOP OF A 2-INCH IRON PIPE PROJECTING
 GE0235'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0400 ***********************************************************************
 DL0400  DESIGNATION -  V 192 X
 DL0400  PID         -  DL0400
 DL0400  STATE/COUNTY-  AR/CLARK
 DL0400  USGS QUAD   -  READER (1970)
 DL0400
 DL0400                         *CURRENT SURVEY CONTROL
 DL0400  ___________________________________________________________________
 DL0400* NAD 83(1986)-  33 48 59.     (N)    093 07 13.     (W)     SCALED    
 DL0400* NAVD 88     -        66.489  (meters)     218.14   (feet)  ADJUSTED  
 DL0400  ___________________________________________________________________
 DL0400  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DL0400  DYNAMIC HT  -          66.421 (meters)     217.92  (feet)  COMP
 DL0400  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 DL0400
 DL0400  VERT ORDER  -  FIRST     CLASS II
 DL0400
 DL0400.The horizontal coordinates were scaled from a topographic map and have
 DL0400.an estimated accuracy of +/- 6 seconds.
 DL0400
 DL0400.The orthometric height was determined by differential leveling
 DL0400.and adjusted by the National Geodetic Survey in June 1991..
 DL0400
 DL0400.The geoid height was determined by GEOID03.
 DL0400
 DL0400.The dynamic height is computed by dividing the NAVD 88
 DL0400.geopotential number by the normal gravity value computed on the
 DL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0400.degrees latitude (g = 980.6199 gals.).
 DL0400
 DL0400.The modeled gravity was interpolated from observed gravity values.
 DL0400
 DL0400;                    North         East    Units  Estimated Accuracy
 DL0400;SPC AR S     -   528,090.      296,290.      MT  (+/- 180 meters Scaled)
 DL0400
 DL0400                          SUPERSEDED SURVEY CONTROL
 DL0400
 DL0400.No superseded survey control is available for this station.
 DL0400
 DL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT888418(NAD 83)
 DL0400_MARKER: DB = BENCH MARK DISK
 DL0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0400_STAMPING: V 192 X 1959
 DL0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0400+STABILITY: SURFACE MOTION
 DL0400
 DL0400  HISTORY     - Date     Condition        Report By
 DL0400  HISTORY     - 1959     MONUMENTED       CGS
 DL0400  HISTORY     - 1960     GOOD             NGS
 DL0400  HISTORY     - 1964     GOOD             NGS
 DL0400
 DL0400                          STATION DESCRIPTION
 DL0400
 DL0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0400'7.6 MI SE FROM GURDON.
 DL0400'ABOUT 0.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0400'STATION AT GURDON, THENCE 7.3 MILES SOUTHEAST ALONG A BRANCH LINE OF
 DL0400'THE MISSOURI PACIFIC RAILROAD, 3 1/2 POLES NORTH OF MILEPOLE 434. IN
 DL0400'SECTION 35, T 10 S, R 20 W, 33 FEET EAST OF THE EAST RAIL, 23 FEET
 DL0400'NORTH OF THE CENTER LINE OF A TRACK ROAD, 21 FEET SOUTH OF A 15-INCH
 DL0400'OAK TREE, 3 FEET SOUTH OF A FENCE, 1 1/2 FEET EAST OF A METAL WITNESS
 DL0400'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DL0400'PROJECTING 7 INCHES.
 DL0400
 DL0400                          STATION RECOVERY (1964)
 DL0400
 DL0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0404 ***********************************************************************
 DL0404  DESIGNATION -  V 193 X
 DL0404  PID         -  DL0404
 DL0404  STATE/COUNTY-  AR/OUACHITA
 DL0404  USGS QUAD   -  READER (1970)
 DL0404
 DL0404                         *CURRENT SURVEY CONTROL
 DL0404  ___________________________________________________________________
 DL0404* NAD 83(1986)-  33 46 36.     (N)    093 06 17.     (W)     SCALED    
 DL0404* NAVD 88     -        50.722  (meters)     166.41   (feet)  ADJUSTED  
 DL0404  ___________________________________________________________________
 DL0404  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DL0404  DYNAMIC HT  -          50.671 (meters)     166.24  (feet)  COMP
 DL0404  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 DL0404
 DL0404  VERT ORDER  -  FIRST     CLASS II
 DL0404
 DL0404.The horizontal coordinates were scaled from a topographic map and have
 DL0404.an estimated accuracy of +/- 6 seconds.
 DL0404
 DL0404.The orthometric height was determined by differential leveling
 DL0404.and adjusted by the National Geodetic Survey in June 1991..
 DL0404
 DL0404.The geoid height was determined by GEOID03.
 DL0404
 DL0404.The dynamic height is computed by dividing the NAVD 88
 DL0404.geopotential number by the normal gravity value computed on the
 DL0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0404.degrees latitude (g = 980.6199 gals.).
 DL0404
 DL0404.The modeled gravity was interpolated from observed gravity values.
 DL0404
 DL0404;                    North         East    Units  Estimated Accuracy
 DL0404;SPC AR S     -   523,670.      297,680.      MT  (+/- 180 meters Scaled)
 DL0404
 DL0404                          SUPERSEDED SURVEY CONTROL
 DL0404
 DL0404.No superseded survey control is available for this station.
 DL0404
 DL0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT903373(NAD 83)
 DL0404_MARKER: DB = BENCH MARK DISK
 DL0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0404_SP_SET: BRIDGE
 DL0404_STAMPING: V 193 X 1959
 DL0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0404
 DL0404  HISTORY     - Date     Condition        Report By
 DL0404  HISTORY     - 1959     MONUMENTED       CGS
 DL0404  HISTORY     - 1960     GOOD             NGS
 DL0404
 DL0404                          STATION DESCRIPTION
 DL0404
 DL0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0404'8.15 MI NW FROM CHIDESTER.
 DL0404'8.15 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 DL0404'OFFICE AT CHIDESTER, 2 POLES SOUTH OF MILEPOST 436.20, AT THE SOUTH OF
 DL0404'A STEEL GIRDER BRIDGE OVER THE LITTLE MISSOURI RIVER, 7 1/2 FEET WEST
 DL0404'OF THE WEST RAIL, 2.0 FEET WEST OF THE WEST STEEL GIRDER OF THE
 DL0404'BRIDGE, SET IN THE TOP OF THE WEST END OF THE SOUTH STONE SEAT OF THE
 DL0404'BRIDGE, 4 1/2 FEET BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0199 ***********************************************************************
 DL0199  DESIGNATION -  V 196
 DL0199  PID         -  DL0199
 DL0199  STATE/COUNTY-  AR/OUACHITA
 DL0199  USGS QUAD   -  SNOW HILL (1985)
 DL0199
 DL0199                         *CURRENT SURVEY CONTROL
 DL0199  ___________________________________________________________________
 DL0199* NAD 83(1986)-  33 26 03.     (N)    092 44 50.     (W)     SCALED    
 DL0199* NAVD 88     -        68.202  (meters)     223.76   (feet)  ADJUSTED  
 DL0199  ___________________________________________________________________
 DL0199  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0199  DYNAMIC HT  -          68.131 (meters)     223.53  (feet)  COMP
 DL0199  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 DL0199
 DL0199  VERT ORDER  -  FIRST     CLASS II
 DL0199
 DL0199.The horizontal coordinates were scaled from a topographic map and have
 DL0199.an estimated accuracy of +/- 6 seconds.
 DL0199
 DL0199.The orthometric height was determined by differential leveling
 DL0199.and adjusted by the National Geodetic Survey in June 1991..
 DL0199
 DL0199.The geoid height was determined by GEOID03.
 DL0199
 DL0199.The dynamic height is computed by dividing the NAVD 88
 DL0199.geopotential number by the normal gravity value computed on the
 DL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0199.degrees latitude (g = 980.6199 gals.).
 DL0199
 DL0199.The modeled gravity was interpolated from observed gravity values.
 DL0199
 DL0199;                    North         East    Units  Estimated Accuracy
 DL0199;SPC AR S     -   485,380.      330,520.      MT  (+/- 180 meters Scaled)
 DL0199
 DL0199                          SUPERSEDED SURVEY CONTROL
 DL0199
 DL0199  NGVD 29 (??/??/92)   68.234  (m)          223.86   (f) ADJ UNCH    1 2
 DL0199
 DL0199.Superseded values are not recommended for survey control.
 DL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0199.See file dsdata.txt to determine how the superseded data were derived.
 DL0199
 DL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS234994(NAD 83)
 DL0199_MARKER: DB = BENCH MARK DISK
 DL0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0199_STAMPING: V 196 1960
 DL0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0199+STABILITY: SURFACE MOTION
 DL0199
 DL0199  HISTORY     - Date     Condition        Report By
 DL0199  HISTORY     - 1960     MONUMENTED       CGS
 DL0199  HISTORY     - 1964     GOOD             NGS
 DL0199
 DL0199                          STATION DESCRIPTION
 DL0199
 DL0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0199'12.45 MI SE FROM CAMDEN.
 DL0199'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0199'THE STATION AT CAMDEN, THENCE 7.1 MILES SOUTHEAST ALONG AN ASPHALT
 DL0199'ROAD, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED ROAD, IN THE
 DL0199'SOUTHWEST 1/4 OF SECTION 10, T 15 S, R 16 W, 124 FEET NORTH OF THE
 DL0199'CENTER LINE OF THE ROAD, 147 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DL0199'THE C. W. NASH FARMHOUSE ON A SLIGHT KNOLL, 73 FEET NORTH-NORTHWEST OF
 DL0199'A BRACED POWER POLE, 86 FEET NORTH OF A FENCE CORNER POST, ABOUT 4
 DL0199'FEET ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 DL0199'INCH.
 DL0199
 DL0199                          STATION RECOVERY (1964)
 DL0199
 DL0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0376 ***********************************************************************
 DL0376  DESIGNATION -  V 197
 DL0376  PID         -  DL0376
 DL0376  STATE/COUNTY-  AR/OUACHITA
 DL0376  USGS QUAD   -  HARMONY GROVE (1985)
 DL0376
 DL0376                         *CURRENT SURVEY CONTROL
 DL0376  ___________________________________________________________________
 DL0376* NAD 83(1986)-  33 38 17.     (N)    092 45 41.     (W)     SCALED    
 DL0376* NAVD 88     -        38.026  (meters)     124.76   (feet)  ADJUSTED  
 DL0376  ___________________________________________________________________
 DL0376  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0376  DYNAMIC HT  -          37.987 (meters)     124.63  (feet)  COMP
 DL0376  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
 DL0376
 DL0376  VERT ORDER  -  FIRST     CLASS II
 DL0376
 DL0376.The horizontal coordinates were scaled from a topographic map and have
 DL0376.an estimated accuracy of +/- 6 seconds.
 DL0376
 DL0376.The orthometric height was determined by differential leveling
 DL0376.and adjusted by the National Geodetic Survey in June 1991..
 DL0376
 DL0376.The geoid height was determined by GEOID03.
 DL0376
 DL0376.The dynamic height is computed by dividing the NAVD 88
 DL0376.geopotential number by the normal gravity value computed on the
 DL0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0376.degrees latitude (g = 980.6199 gals.).
 DL0376
 DL0376.The modeled gravity was interpolated from observed gravity values.
 DL0376
 DL0376;                    North         East    Units  Estimated Accuracy
 DL0376;SPC AR S     -   508,000.      329,370.      MT  (+/- 180 meters Scaled)
 DL0376
 DL0376                          SUPERSEDED SURVEY CONTROL
 DL0376
 DL0376  NGVD 29 (??/??/92)   38.062  (m)          124.88   (f) ADJ UNCH    1 2
 DL0376
 DL0376.Superseded values are not recommended for survey control.
 DL0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0376.See file dsdata.txt to determine how the superseded data were derived.
 DL0376
 DL0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT221220(NAD 83)
 DL0376_MARKER: DB = BENCH MARK DISK
 DL0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0376_STAMPING: V 197 1960
 DL0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0376+STABILITY: SURFACE MOTION
 DL0376
 DL0376  HISTORY     - Date     Condition        Report By
 DL0376  HISTORY     - 1960     MONUMENTED       CGS
 DL0376  HISTORY     - 1964     GOOD             NGS
 DL0376  HISTORY     - 1984     GOOD             USGS
 DL0376
 DL0376                          STATION DESCRIPTION
 DL0376
 DL0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0376'2.3 MI SE FROM HARMONY GROVE.
 DL0376'ABOUT 1.35 MILES EAST ALONG AN ASPHALT ROAD FROM THE SCHOOLHOUSE AT
 DL0376'HARMONY GROVE, THENCE 0.97 MILE SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 79,
 DL0376'IN THE SOUTHWEST 1/4 OF SECTION 33, T 12 S, R 16 W, 157 FEET
 DL0376'EAST-NORTHEAST OF THE CENTER LINE OF A RAILROAD CROSSING, 110 FEET
 DL0376'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET EAST-SOUTHEAST OF
 DL0376'A POWER POLE, 45 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 DL0376'NORTH-NORTHEAST RAIL OF A SPUR TRACK OF THE CHICAGO ROCK ISLAND AND
 DL0376'PACIFIC RAILROAD, ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP
 DL0376'OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0376
 DL0376                          STATION RECOVERY (1964)
 DL0376
 DL0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0376'RECOVERED IN GOOD CONDITION.
 DL0376
 DL0376                          STATION RECOVERY (1984)
 DL0376
 DL0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 DL0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0233 ***********************************************************************
 DL0233  DESIGNATION -  V 198
 DL0233  PID         -  DL0233
 DL0233  STATE/COUNTY-  AR/UNION
 DL0233  USGS QUAD   -  CALION (1978)
 DL0233
 DL0233                         *CURRENT SURVEY CONTROL
 DL0233  ___________________________________________________________________
 DL0233* NAD 83(1986)-  33 18 24.     (N)    092 34 59.     (W)     SCALED    
 DL0233* NAVD 88     -        55.898  (meters)     183.39   (feet)  ADJUSTED  
 DL0233  ___________________________________________________________________
 DL0233  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0233  DYNAMIC HT  -          55.838 (meters)     183.20  (feet)  COMP
 DL0233  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 DL0233
 DL0233  VERT ORDER  -  FIRST     CLASS II
 DL0233
 DL0233.The horizontal coordinates were scaled from a topographic map and have
 DL0233.an estimated accuracy of +/- 6 seconds.
 DL0233
 DL0233.The orthometric height was determined by differential leveling
 DL0233.and adjusted by the National Geodetic Survey in June 1991..
 DL0233
 DL0233.The geoid height was determined by GEOID03.
 DL0233
 DL0233.The dynamic height is computed by dividing the NAVD 88
 DL0233.geopotential number by the normal gravity value computed on the
 DL0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0233.degrees latitude (g = 980.6199 gals.).
 DL0233
 DL0233.The modeled gravity was interpolated from observed gravity values.
 DL0233
 DL0233;                    North         East    Units  Estimated Accuracy
 DL0233;SPC AR S     -   471,140.      345,700.      MT  (+/- 180 meters Scaled)
 DL0233
 DL0233                          SUPERSEDED SURVEY CONTROL
 DL0233
 DL0233  NGVD 29 (??/??/92)   55.936  (m)          183.52   (f) ADJ UNCH    1 2
 DL0233
 DL0233.Superseded values are not recommended for survey control.
 DL0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0233.See file dsdata.txt to determine how the superseded data were derived.
 DL0233
 DL0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS388853(NAD 83)
 DL0233_MARKER: DB = BENCH MARK DISK
 DL0233_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0233_SP_SET: 52.5 FT.
 DL0233_STAMPING: V 198 1960
 DL0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0233
 DL0233  HISTORY     - Date     Condition        Report By
 DL0233  HISTORY     - 1960     MONUMENTED       CGS
 DL0233  HISTORY     - 1964     GOOD             NGS
 DL0233  HISTORY     - 20050920 MARK NOT FOUND   ARHD
 DL0233
 DL0233                          STATION DESCRIPTION
 DL0233
 DL0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0233'3 MI SW FROM CALION.
 DL0233'ABOUT 0.4 MILE WEST-NORTHWEST ALONG AN ASPHALT ROAD FROM THE CHICAGO,
 DL0233'ROCK ISLAND AND PACIFIC RAILROAD STATION AT CALION, THENCE 2.6 MILES
 DL0233'SOUTHWEST ALONG U.S. HIGHWAY 167, IN SECTION 30, T 16 S, R 14 W, 170
 DL0233'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 287 FEET
 DL0233'SOUTH-SOUTHWEST OF THE CENTER LINE WITH THE JUNCTION OF AN ASPHALT
 DL0233'ROAD LEADING TO NORPHLET, AT THE NORTHWEST EDGE OF A SMALL CLEARING,
 DL0233'25 FEET WEST OF THE CENTER LINE OF A DIM WOODS ROAD, 2.0 FEET SOUTH OF
 DL0233'A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE HIGHWAY, ON THE TOP OF A
 DL0233'5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A DEPTH OF 52 1/2
 DL0233'FEET, AND IS ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
 DL0233
 DL0233                          STATION RECOVERY (1964)
 DL0233
 DL0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0233'RECOVERED IN GOOD CONDITION.
 DL0233
 DL0233                          STATION RECOVERY (2005)
 DL0233
 DL0233'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (TS)
 DL0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0107 ***********************************************************************
 DL0107  DESIGNATION -  V 199
 DL0107  PID         -  DL0107
 DL0107  STATE/COUNTY-  AR/UNION
 DL0107  USGS QUAD   -  NEW LONDON (1981)
 DL0107
 DL0107                         *CURRENT SURVEY CONTROL
 DL0107  ___________________________________________________________________
 DL0107* NAD 83(1986)-  33 11 14.     (N)    092 20 15.     (W)     SCALED    
 DL0107* NAVD 88     -        63.166  (meters)     207.24   (feet)  ADJUSTED  
 DL0107  ___________________________________________________________________
 DL0107  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0107  DYNAMIC HT  -          63.098 (meters)     207.01  (feet)  COMP
 DL0107  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 DL0107
 DL0107  VERT ORDER  -  FIRST     CLASS II
 DL0107
 DL0107.The horizontal coordinates were scaled from a topographic map and have
 DL0107.an estimated accuracy of +/- 6 seconds.
 DL0107
 DL0107.The orthometric height was determined by differential leveling
 DL0107.and adjusted by the National Geodetic Survey in June 1991..
 DL0107
 DL0107.The geoid height was determined by GEOID03.
 DL0107
 DL0107.The dynamic height is computed by dividing the NAVD 88
 DL0107.geopotential number by the normal gravity value computed on the
 DL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0107.degrees latitude (g = 980.6199 gals.).
 DL0107
 DL0107.The modeled gravity was interpolated from observed gravity values.
 DL0107
 DL0107;                    North         East    Units  Estimated Accuracy
 DL0107;SPC AR S     -   457,790.      368,530.      MT  (+/- 180 meters Scaled)
 DL0107
 DL0107                          SUPERSEDED SURVEY CONTROL
 DL0107
 DL0107  NGVD 29 (??/??/92)   63.219  (m)          207.41   (f) ADJ UNCH    1 2
 DL0107
 DL0107.Superseded values are not recommended for survey control.
 DL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0107.See file dsdata.txt to determine how the superseded data were derived.
 DL0107
 DL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS617722(NAD 83)
 DL0107_MARKER: DB = BENCH MARK DISK
 DL0107_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0107_SP_SET: 30 FT.
 DL0107_STAMPING: V 199 1960
 DL0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0107
 DL0107  HISTORY     - Date     Condition        Report By
 DL0107  HISTORY     - 1960     MONUMENTED       CGS
 DL0107  HISTORY     - 1964     GOOD             NGS
 DL0107  HISTORY     - 20040926 GOOD             USPSQD
 DL0107
 DL0107                          STATION DESCRIPTION
 DL0107
 DL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0107'6.1 MI N FROM STRONG.
 DL0107'0.15 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0107'STATION AT STRONG, THENCE 1.1 MILES NORTHEAST ALONG A PAVED ROAD,
 DL0107'THENCE 4.85 MILES NORTH ALONG A GRADED DIRT ROAD TO THE NEW LONDON
 DL0107'COMMUNITY, IN THE NORTHWEST 1/4 OF SECTION 3, T 18 S, R 12 W, 283 FEET
 DL0107'EAST-SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 34 FEET SOUTH OF
 DL0107'THE CENTER LINE OF A DIRT ROAD, 278 FEET EAST OF THE CENTER LINE OF
 DL0107'THE ROAD LEADING TO STRONG, 96 FEET SOUTHWEST AND ACROSS A DIRT ROAD
 DL0107'FROM THE SOUTHWEST CORNER OF A BAPTIST CHURCH, 164 FEET SOUTHEAST AND
 DL0107'ACROSS A DIRT ROAD FROM A 36-INCH OAK TREE, 169 FEET NORTH OF THE
 DL0107'NORTHEAST CORNER OF A FRAME HOUSE, 12 FEET SOUTHWEST OF A BRACE POLE
 DL0107'FOR A POWER LINE, ABOUT LEVEL WITH THE ROAD, ON THE TOP OF A 5/8-INCH
 DL0107'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 30 FEET AND IS ENCASED
 DL0107'IN A 6-INCH TILE WHICH PROJECTS 2 INCHES.
 DL0107
 DL0107                          STATION RECOVERY (1964)
 DL0107
 DL0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0107'RECOVERED IN GOOD CONDITION.
 DL0107
 DL0107                          STATION RECOVERY (2004)
 DL0107
 DL0107'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0319 ***********************************************************************
 GE0319  DESIGNATION -  V 2
 GE0319  PID         -  GE0319
 GE0319  STATE/COUNTY-  AR/LAWRENCE
 GE0319  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0319
 GE0319                         *CURRENT SURVEY CONTROL
 GE0319  ___________________________________________________________________
 GE0319* NAD 83(1986)-  36 01 58.     (N)    090 56 25.     (W)     SCALED    
 GE0319* NAVD 88     -        79.982  (meters)     262.41   (feet)  ADJUSTED  
 GE0319  ___________________________________________________________________
 GE0319  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GE0319  DYNAMIC HT  -          79.916 (meters)     262.19  (feet)  COMP
 GE0319  MODELED GRAV-     979,806.5   (mgal)                       NAVD 88
 GE0319
 GE0319  VERT ORDER  -  FIRST     CLASS II
 GE0319
 GE0319.The horizontal coordinates were scaled from a topographic map and have
 GE0319.an estimated accuracy of +/- 6 seconds.
 GE0319
 GE0319.The orthometric height was determined by differential leveling
 GE0319.and adjusted by the National Geodetic Survey in June 1991..
 GE0319
 GE0319.The geoid height was determined by GEOID03.
 GE0319
 GE0319.The dynamic height is computed by dividing the NAVD 88
 GE0319.geopotential number by the normal gravity value computed on the
 GE0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0319.degrees latitude (g = 980.6199 gals.).
 GE0319
 GE0319.The modeled gravity was interpolated from observed gravity values.
 GE0319
 GE0319;                    North         East    Units  Estimated Accuracy
 GE0319;SPC AR N     -   189,060.      495,500.      MT  (+/- 180 meters Scaled)
 GE0319
 GE0319                          SUPERSEDED SURVEY CONTROL
 GE0319
 GE0319  NGVD 29 (??/??/92)   79.893  (m)          262.12   (f) ADJ UNCH    1 2
 GE0319
 GE0319.Superseded values are not recommended for survey control.
 GE0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0319.See file dsdata.txt to determine how the superseded data were derived.
 GE0319
 GE0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV855895(NAD 83)
 GE0319_MARKER: DB = BENCH MARK DISK
 GE0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0319_STAMPING: V 2 1928
 GE0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0319+STABILITY: SURFACE MOTION
 GE0319
 GE0319  HISTORY     - Date     Condition        Report By
 GE0319  HISTORY     - 1928     MONUMENTED       CGS
 GE0319  HISTORY     - 1958     GOOD             NGS
 GE0319  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0319
 GE0319                          STATION DESCRIPTION
 GE0319
 GE0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GE0319'2.3 MI SE FROM HOXIE.
 GE0319'2.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0319'FROM THE STATION AT HOXIE, LAWRENCE COUNTY, BETWEEN POLES 400/10
 GE0319'AND 400/11, AT THE SOUTHWEST CORNER OF THE CROSSING OF STATE
 GE0319'HIGHWAY 91, AT THE INTERSECTION OF U.S. HIGHWAY 63 AND STATE
 GE0319'HIGHWAY 91, 55 FEET WEST OF THE CENTER OF THE CROSSING, 43 FEET
 GE0319'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 59.4 FEET NORTHWEST
 GE0319'OF THE CENTERLINE OF U.S. HIGHWAY 63, 19 FEET WEST OF A POLE,
 GE0319'AND 7 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD
 GE0319'DISK, STAMPED 262.116 V 2 1928 AND SET IN THE TOP OF A CONCRETE
 GE0319'POST PROJECTING 3 INCHES ABOVE GROUND.
 GE0319
 GE0319                          STATION RECOVERY (1992)
 GE0319
 GE0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0319'THE MONUMENT WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.
 GE0319'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK1037 ***********************************************************************
 EK1037  DESIGNATION -  V 20 RESET
 EK1037  PID         -  EK1037
 EK1037  STATE/COUNTY-  AR/SCOTT
 EK1037  USGS QUAD   -  WALDRON (1983)
 EK1037
 EK1037                         *CURRENT SURVEY CONTROL
 EK1037  ___________________________________________________________________
 EK1037* NAD 83(1986)-  34 53 44.     (N)    094 05 29.     (W)     SCALED    
 EK1037* NAVD 88     -       203.85   (meters)     668.8    (feet)  RESET     
 EK1037  ___________________________________________________________________
 EK1037  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 EK1037
 EK1037  VERT ORDER  -  THIRD
 EK1037
 EK1037.The horizontal coordinates were scaled from a topographic map and have
 EK1037.an estimated accuracy of +/- 6 seconds.
 EK1037
 EK1037.The orthometric height was computed from unverified reset data.
 EK1037
 EK1037.The geoid height was determined by GEOID03.
 EK1037
 EK1037;                    North         East    Units  Estimated Accuracy
 EK1037;SPC AR N     -    64,410.      208,850.      MT  (+/- 180 meters Scaled)
 EK1037
 EK1037                          SUPERSEDED SURVEY CONTROL
 EK1037
 EK1037  NGVD 29 (08/21/02)  203.74   (m)          668.4    (f) RESET       3  
 EK1037
 EK1037.Superseded values are not recommended for survey control.
 EK1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1037.See file dsdata.txt to determine how the superseded data were derived.
 EK1037
 EK1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU002620(NAD 83)
 EK1037_MARKER: DV = VERTICAL CONTROL DISK
 EK1037_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EK1037_SP_SET: SIDEWALK
 EK1037_STAMPING: V 20 RESET 1985
 EK1037_MARK LOGO: NGS   
 EK1037_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK1037
 EK1037  HISTORY     - Date     Condition        Report By
 EK1037  HISTORY     - 1985     MONUMENTED       NGS
 EK1037
 EK1037                          STATION DESCRIPTION
 EK1037
 EK1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK1037'IN WALDRON, AT THE NORTHEAST CORNER OF THE FIRST BAPTIST CHURCH, 52.42
 EK1037'METERS (171.98 FT) WEST OF THE CENTER OF MAIN STREET (HIGHWAY 71 B),
 EK1037'17.68 METERS (58.01 FT) SOUTH OF THE CENTER OF EAST CHURCH STREET,
 EK1037'14.23 METERS (46.69 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH THREE
 EK1037'TRANSFORMERS ATTACHED, 4.94 METERS (16.21 FT) NORTHEAST OF THE
 EK1037'NORTHEAST CORNER OF CHURCH AND 1.52 METERS (4.99 FT) WEST OF EAST
 EK1037'EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0096 ***********************************************************************
 DL0096  DESIGNATION -  V 201
 DL0096  PID         -  DL0096
 DL0096  STATE/COUNTY-  AR/UNION
 DL0096  USGS QUAD   -  MORO BAY (1981)
 DL0096
 DL0096                         *CURRENT SURVEY CONTROL
 DL0096  ___________________________________________________________________
 DL0096* NAD 83(1986)-  33 15 57.     (N)    092 21 05.     (W)     SCALED    
 DL0096* NAVD 88     -        33.623  (meters)     110.31   (feet)  ADJUSTED  
 DL0096  ___________________________________________________________________
 DL0096  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0096  DYNAMIC HT  -          33.587 (meters)     110.19  (feet)  COMP
 DL0096  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DL0096
 DL0096  VERT ORDER  -  FIRST     CLASS II
 DL0096
 DL0096.The horizontal coordinates were scaled from a topographic map and have
 DL0096.an estimated accuracy of +/- 6 seconds.
 DL0096
 DL0096.The orthometric height was determined by differential leveling
 DL0096.and adjusted by the National Geodetic Survey in June 1991..
 DL0096
 DL0096.The geoid height was determined by GEOID03.
 DL0096
 DL0096.The dynamic height is computed by dividing the NAVD 88
 DL0096.geopotential number by the normal gravity value computed on the
 DL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0096.degrees latitude (g = 980.6199 gals.).
 DL0096
 DL0096.The modeled gravity was interpolated from observed gravity values.
 DL0096
 DL0096;                    North         East    Units  Estimated Accuracy
 DL0096;SPC AR S     -   466,510.      367,260.      MT  (+/- 180 meters Scaled)
 DL0096
 DL0096                          SUPERSEDED SURVEY CONTROL
 DL0096
 DL0096  NGVD 29 (??/??/92)   33.672  (m)          110.47   (f) ADJ UNCH    1 2
 DL0096
 DL0096.Superseded values are not recommended for survey control.
 DL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0096.See file dsdata.txt to determine how the superseded data were derived.
 DL0096
 DL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS604809(NAD 83)
 DL0096_MARKER: DB = BENCH MARK DISK
 DL0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0096_STAMPING: V 201 1960
 DL0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0096+STABILITY: SURFACE MOTION
 DL0096
 DL0096  HISTORY     - Date     Condition        Report By
 DL0096  HISTORY     - 1960     MONUMENTED       CGS
 DL0096  HISTORY     - 1964     GOOD             NGS
 DL0096  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0096
 DL0096                          STATION DESCRIPTION
 DL0096
 DL0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0096'13.05 MI E FROM OLD UNION.
 DL0096'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE OLD UNION BAPTIST CHURCH,
 DL0096'THENCE 12.1 MILES EAST ALONG STATE HIGHWAY 15 TO THE OAK GROVE CHURCH,
 DL0096'THENCE 0.75 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 4, T
 DL0096'17 S, R 12 W, 0.15 MILE SOUTH OF AN OIL STORAGE TANK AND ON THE CREST
 DL0096'OF A HILL, 46 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 157 FEET
 DL0096'NORTHWEST OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING
 DL0096'SOUTHWEST, 100 FEET NORTHWEST OF A POWER POLE, 1.6 FEET NORTHEAST OF A
 DL0096'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 DL0096'CONCRETE POST PROJECTING 7 INCHES.  NOTE-- 12.9 MILES NORTH OF THE
 DL0096'MISSOURI PACIFIC RAILROAD STATION AT STRONG.
 DL0096
 DL0096                          STATION RECOVERY (1964)
 DL0096
 DL0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0096'RECOVERED IN GOOD CONDITION.
 DL0096
 DL0096                          STATION RECOVERY (2004)
 DL0096
 DL0096'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0564 ***********************************************************************
 DL0564  DESIGNATION -  V 202
 DL0564  PID         -  DL0564
 DL0564  STATE/COUNTY-  AR/LAFAYETTE
 DL0564  USGS QUAD   -  BUCKNER (1968)
 DL0564
 DL0564                         *CURRENT SURVEY CONTROL
 DL0564  ___________________________________________________________________
 DL0564* NAD 83(1986)-  33 21 33.     (N)    093 28 51.     (W)     SCALED    
 DL0564* NAVD 88     -        81.360  (meters)     266.93   (feet)  ADJUSTED  
 DL0564  ___________________________________________________________________
 DL0564  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DL0564  DYNAMIC HT  -          81.273 (meters)     266.64  (feet)  COMP
 DL0564  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DL0564
 DL0564  VERT ORDER  -  FIRST     CLASS II
 DL0564
 DL0564.The horizontal coordinates were scaled from a topographic map and have
 DL0564.an estimated accuracy of +/- 6 seconds.
 DL0564
 DL0564.The orthometric height was determined by differential leveling
 DL0564.and adjusted by the National Geodetic Survey in June 1991..
 DL0564
 DL0564.The geoid height was determined by GEOID03.
 DL0564
 DL0564.The dynamic height is computed by dividing the NAVD 88
 DL0564.geopotential number by the normal gravity value computed on the
 DL0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0564.degrees latitude (g = 980.6199 gals.).
 DL0564
 DL0564.The modeled gravity was interpolated from observed gravity values.
 DL0564
 DL0564;                    North         East    Units  Estimated Accuracy
 DL0564;SPC AR S     -   477,810.      262,180.      MT  (+/- 180 meters Scaled)
 DL0564
 DL0564                          SUPERSEDED SURVEY CONTROL
 DL0564
 DL0564  NGVD 29 (??/??/92)   81.396  (m)          267.05   (f) ADJ UNCH    1 2
 DL0564
 DL0564.Superseded values are not recommended for survey control.
 DL0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0564.See file dsdata.txt to determine how the superseded data were derived.
 DL0564
 DL0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS552912(NAD 83)
 DL0564_MARKER: DB = BENCH MARK DISK
 DL0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0564_STAMPING: V 202 1960
 DL0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0564+STABILITY: SURFACE MOTION
 DL0564
 DL0564  HISTORY     - Date     Condition        Report By
 DL0564  HISTORY     - 1960     MONUMENTED       CGS
 DL0564  HISTORY     - 1963     GOOD             NGS
 DL0564
 DL0564                          STATION DESCRIPTION
 DL0564
 DL0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0564'1.15 MI E FROM STAMPS.
 DL0564'ABOUT 1.15 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0564'THE STATION AT STAMPS, IN THE NORTHEAST 1/4 OF SECTION 16, T 16 S, R
 DL0564'23 W, 2 POLES WEST OF MILEPOST 384, AT THE SOUTHWEST CORNER OF A
 DL0564'CLEARING, 55 FEET NORTH OF THE NORTH RAIL, 8 FEET NORTH OF A TELEPHONE
 DL0564'POLE, 8 FEET NORTH OF A FENCE, 8.0 FEET NORTH-NORTHWEST OF A METAL
 DL0564'WITNESS POST, ABOUT 5 FEET BELOW THE TRACKS, AND IN THE TOP OF A
 DL0564'CONCRETE POST, PROJECTING 6 INCHES.
 DL0564
 DL0564                          STATION RECOVERY (1963)
 DL0564
 DL0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0635 ***********************************************************************
 DL0635  DESIGNATION -  V 203
 DL0635  PID         -  DL0635
 DL0635  STATE/COUNTY-  AR/COLUMBIA
 DL0635  USGS QUAD   -  MAGNOLIA (1968)
 DL0635
 DL0635                         *CURRENT SURVEY CONTROL
 DL0635  ___________________________________________________________________
 DL0635* NAD 83(1986)-  33 15 40.     (N)    093 14 53.     (W)     SCALED    
 DL0635* NAVD 88     -        90.555  (meters)     297.10   (feet)  ADJUSTED  
 DL0635  ___________________________________________________________________
 DL0635  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DL0635  DYNAMIC HT  -          90.457 (meters)     296.77  (feet)  COMP
 DL0635  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 DL0635
 DL0635  VERT ORDER  -  SECOND    CLASS 0
 DL0635
 DL0635.The horizontal coordinates were scaled from a topographic map and have
 DL0635.an estimated accuracy of +/- 6 seconds.
 DL0635
 DL0635.The orthometric height was determined by differential leveling
 DL0635.and adjusted by the National Geodetic Survey in June 1991..
 DL0635
 DL0635.The geoid height was determined by GEOID03.
 DL0635
 DL0635.The dynamic height is computed by dividing the NAVD 88
 DL0635.geopotential number by the normal gravity value computed on the
 DL0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0635.degrees latitude (g = 980.6199 gals.).
 DL0635
 DL0635.The modeled gravity was interpolated from observed gravity values.
 DL0635
 DL0635;                    North         East    Units  Estimated Accuracy
 DL0635;SPC AR S     -   466,640.      283,710.      MT  (+/- 180 meters Scaled)
 DL0635
 DL0635                          SUPERSEDED SURVEY CONTROL
 DL0635
 DL0635  NGVD 29 (??/??/92)   90.595  (m)          297.23   (f) ADJ UNCH    2 0
 DL0635
 DL0635.Superseded values are not recommended for survey control.
 DL0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0635.See file dsdata.txt to determine how the superseded data were derived.
 DL0635
 DL0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS768802(NAD 83)
 DL0635_MARKER: DB = BENCH MARK DISK
 DL0635_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0635_SP_SET: 27.5 FT
 DL0635_STAMPING: V 203 1960
 DL0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0635
 DL0635  HISTORY     - Date     Condition        Report By
 DL0635  HISTORY     - 1960     MONUMENTED       CGS
 DL0635  HISTORY     - 1987     GOOD             LOCSUR
 DL0635
 DL0635                          STATION DESCRIPTION
 DL0635
 DL0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0635'0.4 MI S FROM MAGNOLIA.
 DL0635'ABOUT 0.4 MILE SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0635'THE STATION AT MAGNOLIA, 0.1 MILE NORTH OF MILEPOST 7, IN SECTION 14,
 DL0635'T 17 S, R 21 W, 44 FEET EAST OF THE EAST RAIL, 79 FEET NORTH OF THE
 DL0635'CENTER LINE OF A DIRT ROAD, 99 FEET NORTHEAST OF THE CENTER OF A ROAD
 DL0635'CROSSING, 111 FEET WEST-NORTHWEST OF A 36-INCH OAK TREE, 1.0 FOOT
 DL0635'NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 DL0635'TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 DL0635'TO A DEPTH OF 27 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 DL0635'PROJECTS 4 INCHES.
 DL0635
 DL0635                          STATION RECOVERY (1987)
 DL0635
 DL0635'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (FB)
 DL0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0528 ***********************************************************************
 DL0528  DESIGNATION -  V 204
 DL0528  PID         -  DL0528
 DL0528  STATE/COUNTY-  AR/COLUMBIA
 DL0528  USGS QUAD   -  MAGNOLIA (1968)
 DL0528
 DL0528                         *CURRENT SURVEY CONTROL
 DL0528  ___________________________________________________________________
 DL0528* NAD 83(1986)-  33 22 16.     (N)    093 08 42.     (W)     SCALED    
 DL0528* NAVD 88     -        72.836  (meters)     238.96   (feet)  ADJUSTED  
 DL0528  ___________________________________________________________________
 DL0528  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL0528  DYNAMIC HT  -          72.759 (meters)     238.71  (feet)  COMP
 DL0528  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 DL0528
 DL0528  VERT ORDER  -  FIRST     CLASS II
 DL0528
 DL0528.The horizontal coordinates were scaled from a topographic map and have
 DL0528.an estimated accuracy of +/- 6 seconds.
 DL0528
 DL0528.The orthometric height was determined by differential leveling
 DL0528.and adjusted by the National Geodetic Survey in June 1991..
 DL0528
 DL0528.The geoid height was determined by GEOID03.
 DL0528
 DL0528.The dynamic height is computed by dividing the NAVD 88
 DL0528.geopotential number by the normal gravity value computed on the
 DL0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0528.degrees latitude (g = 980.6199 gals.).
 DL0528
 DL0528.The modeled gravity was interpolated from observed gravity values.
 DL0528
 DL0528;                    North         East    Units  Estimated Accuracy
 DL0528;SPC AR S     -   478,730.      293,450.      MT  (+/- 180 meters Scaled)
 DL0528
 DL0528                          SUPERSEDED SURVEY CONTROL
 DL0528
 DL0528  NGVD 29 (??/??/92)   72.863  (m)          239.05   (f) ADJ UNCH    1 2
 DL0528
 DL0528.Superseded values are not recommended for survey control.
 DL0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0528.See file dsdata.txt to determine how the superseded data were derived.
 DL0528
 DL0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS865924(NAD 83)
 DL0528_MARKER: DB = BENCH MARK DISK
 DL0528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0528_SP_SET: 24 FT
 DL0528_STAMPING: V 204 1960
 DL0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0528
 DL0528  HISTORY     - Date     Condition        Report By
 DL0528  HISTORY     - 1960     MONUMENTED       CGS
 DL0528
 DL0528                          STATION DESCRIPTION
 DL0528
 DL0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0528'4.25 MI NE FROM MCNEIL.
 DL0528'ABOUT 4.25 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0528'FROM THE STATION AT MCNEIL, IN SECTION 2, T 16 S, R 20 W, 7 1/2 POLES
 DL0528'OR 0.25 MILES NORTHEAST OF MILEPOST 364, 0.6 MILE SOUTHWEST OF A
 DL0528'PRIVATE ROAD CROSSING, 0.1 MILE SOUTHWEST OF A PIPE LINE CROSSING, 29
 DL0528'1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET SOUTHEAST OF A ROW
 DL0528'OF POLES, 8 FEET NORTHWEST OF THE FOOT OF A CLAY BANK, 1.5 FEET
 DL0528'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE TRACKS, ON
 DL0528'THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD WHICH IS DRIVEN TO A
 DL0528'DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
 DL0528'NOTE-- THIS MARK IS ALSO 5.8 MILES SOUTHWEST ALONG THE ST. LOUIS
 DL0528'SOUTHWESTERN RAILWAY FROM THE STATION AT STEPHENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1338 ***********************************************************************
 FF1338  DESIGNATION -  V 205
 FF1338  PID         -  FF1338
 FF1338  STATE/COUNTY-  AR/WHITE
 FF1338  USGS QUAD   -  BALD KNOB (1994)
 FF1338
 FF1338                         *CURRENT SURVEY CONTROL
 FF1338  ___________________________________________________________________
 FF1338* NAD 83(1986)-  35 19 44.     (N)    091 33 39.     (W)     SCALED    
 FF1338* NAVD 88     -        71.850  (meters)     235.73   (feet)  ADJUSTED  
 FF1338  ___________________________________________________________________
 FF1338  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1338  DYNAMIC HT  -          71.786 (meters)     235.52  (feet)  COMP
 FF1338  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 FF1338
 FF1338  VERT ORDER  -  SECOND    CLASS 0
 FF1338
 FF1338.The horizontal coordinates were scaled from a topographic map and have
 FF1338.an estimated accuracy of +/- 6 seconds.
 FF1338
 FF1338.The orthometric height was determined by differential leveling
 FF1338.and adjusted by the National Geodetic Survey in June 1991..
 FF1338
 FF1338.The geoid height was determined by GEOID03.
 FF1338
 FF1338.The dynamic height is computed by dividing the NAVD 88
 FF1338.geopotential number by the normal gravity value computed on the
 FF1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1338.degrees latitude (g = 980.6199 gals.).
 FF1338
 FF1338.The modeled gravity was interpolated from observed gravity values.
 FF1338
 FF1338;                    North         East    Units  Estimated Accuracy
 FF1338;SPC AR N     -   110,540.      439,930.      MT  (+/- 180 meters Scaled)
 FF1338
 FF1338                          SUPERSEDED SURVEY CONTROL
 FF1338
 FF1338  NGVD 29 (??/??/??)   71.803  (m)          235.57   (f) ADJUSTED    2 0
 FF1338
 FF1338.Superseded values are not recommended for survey control.
 FF1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1338.See file dsdata.txt to determine how the superseded data were derived.
 FF1338
 FF1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308104(NAD 83)
 FF1338_MARKER: DB = BENCH MARK DISK
 FF1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1338_STAMPING: V 205 1962
 FF1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1338+STABILITY: SURFACE MOTION
 FF1338
 FF1338  HISTORY     - Date     Condition        Report By
 FF1338  HISTORY     - 1962     MONUMENTED       CGS
 FF1338  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1338
 FF1338                          STATION DESCRIPTION
 FF1338
 FF1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1338'1.8 MI N FROM BALD KNOB.
 FF1338'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1338'THE STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY
 FF1338'TO THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, THENCE 0.8 MILE
 FF1338'NORTH ALONG U.S. HIGHWAY 167, 38 FEET EAST OF THE CENTERLINE
 FF1338'OF THE HIGHWAY, 3 FEET NORTH OF A METAL WITNESS POST, 1.5 FEET
 FF1338'SOUTH OF THE SOUTH EDGE OF A WATER METER, 1 FOOT WEST OF THE
 FF1338'RIGHT OF WAY FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 FF1338'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES
 FF1338'ABOVE GROUND.
 FF1338
 FF1338                          STATION RECOVERY (2003)
 FF1338
 FF1338'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0261 ***********************************************************************
 FG0261  DESIGNATION -  V 206
 FG0261  PID         -  FG0261
 FG0261  STATE/COUNTY-  AR/WHITE
 FG0261  USGS QUAD   -  ROSE BUD (1994)
 FG0261
 FG0261                         *CURRENT SURVEY CONTROL
 FG0261  ___________________________________________________________________
 FG0261* NAD 83(1986)-  35 19 30.     (N)    092 02 52.     (W)     SCALED    
 FG0261* NAVD 88     -       202.423  (meters)     664.12   (feet)  ADJUSTED  
 FG0261  ___________________________________________________________________
 FG0261  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FG0261  DYNAMIC HT  -         202.234 (meters)     663.50  (feet)  COMP
 FG0261  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FG0261
 FG0261  VERT ORDER  -  SECOND    CLASS 0
 FG0261
 FG0261.The horizontal coordinates were scaled from a topographic map and have
 FG0261.an estimated accuracy of +/- 6 seconds.
 FG0261
 FG0261.The orthometric height was determined by differential leveling
 FG0261.and adjusted by the National Geodetic Survey in June 1991..
 FG0261
 FG0261.The geoid height was determined by GEOID03.
 FG0261
 FG0261.The dynamic height is computed by dividing the NAVD 88
 FG0261.geopotential number by the normal gravity value computed on the
 FG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0261.degrees latitude (g = 980.6199 gals.).
 FG0261
 FG0261.The modeled gravity was interpolated from observed gravity values.
 FG0261
 FG0261;                    North         East    Units  Estimated Accuracy
 FG0261;SPC AR N     -   110,020.      395,660.      MT  (+/- 180 meters Scaled)
 FG0261
 FG0261                          SUPERSEDED SURVEY CONTROL
 FG0261
 FG0261  NGVD 29 (??/??/92)  202.376  (m)          663.96   (f) ADJ UNCH    2 0
 FG0261
 FG0261.Superseded values are not recommended for survey control.
 FG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0261.See file dsdata.txt to determine how the superseded data were derived.
 FG0261
 FG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV865095(NAD 83)
 FG0261_MARKER: DB = BENCH MARK DISK
 FG0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0261_SP_SET: CULVERT
 FG0261_STAMPING: V 206 1962
 FG0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0261
 FG0261  HISTORY     - Date     Condition        Report By
 FG0261  HISTORY     - 1962     MONUMENTED       CGS
 FG0261  HISTORY     - 1967     GOOD             NGS
 FG0261
 FG0261                          STATION DESCRIPTION
 FG0261
 FG0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0261'2.15 MI E FROM ROSE BUD.
 FG0261'IT IS 2.15 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN
 FG0261'ROSSE BUD, 18 FEET NORTH OF THE CENTER OF THE HIGHWAY, 1.6 FEET WEST
 FG0261'OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT AND
 FG0261'CEMENTED IN THE TOP OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0357 ***********************************************************************
 FG0357  DESIGNATION -  V 207
 FG0357  PID         -  FG0357
 FG0357  STATE/COUNTY-  AR/CONWAY
 FG0357  USGS QUAD   -  MORRILTON EAST (1990)
 FG0357
 FG0357                         *CURRENT SURVEY CONTROL
 FG0357  ___________________________________________________________________
 FG0357* NAD 83(1986)-  35 09 18.     (N)    092 40 57.     (W)     SCALED    
 FG0357* NAVD 88     -       114.767  (meters)     376.53   (feet)  ADJUSTED  
 FG0357  ___________________________________________________________________
 FG0357  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FG0357  DYNAMIC HT  -         114.659 (meters)     376.18  (feet)  COMP
 FG0357  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 FG0357
 FG0357  VERT ORDER  -  FIRST     CLASS II
 FG0357
 FG0357.The horizontal coordinates were scaled from a topographic map and have
 FG0357.an estimated accuracy of +/- 6 seconds.
 FG0357
 FG0357.The orthometric height was determined by differential leveling
 FG0357.and adjusted by the National Geodetic Survey in June 1991..
 FG0357
 FG0357.The geoid height was determined by GEOID03.
 FG0357
 FG0357.The dynamic height is computed by dividing the NAVD 88
 FG0357.geopotential number by the normal gravity value computed on the
 FG0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0357.degrees latitude (g = 980.6199 gals.).
 FG0357
 FG0357.The modeled gravity was interpolated from observed gravity values.
 FG0357
 FG0357;                    North         East    Units  Estimated Accuracy
 FG0357;SPC AR N     -    91,370.      337,820.      MT  (+/- 180 meters Scaled)
 FG0357
 FG0357                          SUPERSEDED SURVEY CONTROL
 FG0357
 FG0357  NGVD 29 (06/07/95)  114.812  (m)          376.68   (f) ADJUSTED    1 2
 FG0357
 FG0357.Superseded values are not recommended for survey control.
 FG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0357.See file dsdata.txt to determine how the superseded data were derived.
 FG0357
 FG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU289902(NAD 83)
 FG0357_MARKER: DB = BENCH MARK DISK
 FG0357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0357_STAMPING: V 207 1962
 FG0357_MARK LOGO: CGS   
 FG0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0357+STABILITY: SURFACE MOTION
 FG0357
 FG0357  HISTORY     - Date     Condition        Report By
 FG0357  HISTORY     - 1962     MONUMENTED       CGS
 FG0357  HISTORY     - 1967     GOOD             NGS
 FG0357  HISTORY     - 1984     GOOD             NGS
 FG0357  HISTORY     - 1988     GOOD             USPSQD
 FG0357  HISTORY     - 1989     GOOD             USPSQD
 FG0357  HISTORY     - 1989     GOOD             USPSQD
 FG0357  HISTORY     - 19970319 GOOD             USPSQD
 FG0357
 FG0357                          STATION DESCRIPTION
 FG0357
 FG0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0357'3.45 MI E FROM MORRILTON.
 FG0357'IT IS 3.45 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE RAILROAD DEPOT IN
 FG0357'MORRILTON, 33 FEET WEST OF THE CENTER OF A DRIVEWAY, 15 FEET NORTH OF
 FG0357'THE CENTER OF U.S. HIGHWAY 64 AND CEMENTED IN A DRILL HOLE IN THE TOP
 FG0357'OF THE NORTH END OF A CONCRETE CULVERT.
 FG0357
 FG0357                          STATION RECOVERY (1984)
 FG0357
 FG0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0357'RECOVERED IN GOOD CONDITION.
 FG0357
 FG0357                          STATION RECOVERY (1988)
 FG0357
 FG0357'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0357'RECOVERED IN GOOD CONDITION.
 FG0357
 FG0357                          STATION RECOVERY (1989)
 FG0357
 FG0357'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0357'RECOVERED IN GOOD CONDITION.
 FG0357
 FG0357                          STATION RECOVERY (1989)
 FG0357
 FG0357'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0357'RECOVERED IN GOOD CONDITION.
 FG0357
 FG0357                          STATION RECOVERY (1997)
 FG0357
 FG0357'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0270 ***********************************************************************
 FG0270  DESIGNATION -  V 208
 FG0270  PID         -  FG0270
 FG0270  STATE/COUNTY-  AR/FAULKNER
 FG0270  USGS QUAD   -  DAMASCUS (1994)
 FG0270
 FG0270                         *CURRENT SURVEY CONTROL
 FG0270  ___________________________________________________________________
 FG0270* NAD 83(1986)-  35 18 34.     (N)    092 24 13.     (W)     SCALED    
 FG0270* NAVD 88     -       160.118  (meters)     525.32   (feet)  ADJUSTED  
 FG0270  ___________________________________________________________________
 FG0270  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0270  DYNAMIC HT  -         159.969 (meters)     524.83  (feet)  COMP
 FG0270  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 FG0270
 FG0270  VERT ORDER  -  SECOND    CLASS 0
 FG0270
 FG0270.The horizontal coordinates were scaled from a topographic map and have
 FG0270.an estimated accuracy of +/- 6 seconds.
 FG0270
 FG0270.The orthometric height was determined by differential leveling
 FG0270.and adjusted by the National Geodetic Survey in June 1991..
 FG0270
 FG0270.The geoid height was determined by GEOID03.
 FG0270
 FG0270.The dynamic height is computed by dividing the NAVD 88
 FG0270.geopotential number by the normal gravity value computed on the
 FG0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0270.degrees latitude (g = 980.6199 gals.).
 FG0270
 FG0270.The modeled gravity was interpolated from observed gravity values.
 FG0270
 FG0270;                    North         East    Units  Estimated Accuracy
 FG0270;SPC AR N     -   108,370.      363,300.      MT  (+/- 180 meters Scaled)
 FG0270
 FG0270                          SUPERSEDED SURVEY CONTROL
 FG0270
 FG0270  NGVD 29 (??/??/92)  160.108  (m)          525.29   (f) ADJ UNCH    2 0
 FG0270
 FG0270.Superseded values are not recommended for survey control.
 FG0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0270.See file dsdata.txt to determine how the superseded data were derived.
 FG0270
 FG0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV542075(NAD 83)
 FG0270_MARKER: DB = BENCH MARK DISK
 FG0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0270_SP_SET: CULVERT
 FG0270_STAMPING: V 208 1962
 FG0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0270
 FG0270  HISTORY     - Date     Condition        Report By
 FG0270  HISTORY     - 1962     MONUMENTED       CGS
 FG0270
 FG0270                          STATION DESCRIPTION
 FG0270
 FG0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0270'5.1 MI S FROM DAMASCUS.
 FG0270'5.1 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 FG0270'DAMASCUS, 55 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF HIGHWAY
 FG0270'65 AND A DRIVEWAY TO A HOUSE, 26.7 FEET SOUTHWEST OF THE CENTER LINE
 FG0270'OF HIGHWAY 65, 4.2 FEET EAST OF THE WEST END OF THE HEADWALL OF A
 FG0270'CULVERT, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, CEMENTED IN A
 FG0270'DRILL HOLE IN THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0379 ***********************************************************************
 FG0379  DESIGNATION -  V 209
 FG0379  PID         -  FG0379
 FG0379  STATE/COUNTY-  AR/FAULKNER
 FG0379  USGS QUAD   -  SPRINGFIELD (1990)
 FG0379
 FG0379                         *CURRENT SURVEY CONTROL
 FG0379  ___________________________________________________________________
 FG0379* NAD 83(1986)-  35 17 06.     (N)    092 31 18.     (W)     SCALED    
 FG0379* NAVD 88     -       146.688  (meters)     481.26   (feet)  ADJUSTED  
 FG0379  ___________________________________________________________________
 FG0379  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0379  DYNAMIC HT  -         146.551 (meters)     480.81  (feet)  COMP
 FG0379  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FG0379
 FG0379  VERT ORDER  -  SECOND    CLASS 0
 FG0379
 FG0379.The horizontal coordinates were scaled from a topographic map and have
 FG0379.an estimated accuracy of +/- 6 seconds.
 FG0379
 FG0379.The orthometric height was determined by differential leveling
 FG0379.and adjusted by the National Geodetic Survey in June 1991..
 FG0379
 FG0379.The geoid height was determined by GEOID03.
 FG0379
 FG0379.The dynamic height is computed by dividing the NAVD 88
 FG0379.geopotential number by the normal gravity value computed on the
 FG0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0379.degrees latitude (g = 980.6199 gals.).
 FG0379
 FG0379.The modeled gravity was interpolated from observed gravity values.
 FG0379
 FG0379;                    North         East    Units  Estimated Accuracy
 FG0379;SPC AR N     -   105,710.      352,550.      MT  (+/- 180 meters Scaled)
 FG0379
 FG0379                          SUPERSEDED SURVEY CONTROL
 FG0379
 FG0379  NGVD 29 (??/??/92)  146.685  (m)          481.25   (f) ADJ UNCH    2 0
 FG0379
 FG0379.Superseded values are not recommended for survey control.
 FG0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0379.See file dsdata.txt to determine how the superseded data were derived.
 FG0379
 FG0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV434047(NAD 83)
 FG0379_MARKER: DB = BENCH MARK DISK
 FG0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0379_STAMPING: V 209 1962
 FG0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0379+STABILITY: SURFACE MOTION
 FG0379
 FG0379  HISTORY     - Date     Condition        Report By
 FG0379  HISTORY     - 1962     MONUMENTED       CGS
 FG0379  HISTORY     - 1967     GOOD             NGS
 FG0379
 FG0379                          STATION DESCRIPTION
 FG0379
 FG0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0379'10.3 MI SW FROM DAMASCUS.
 FG0379'IT IS 10.3 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POST
 FG0379'OFFICE IN DAMASCUS, 0.1 MILE SOUTH OF A SIDE ROAD LEADING EAST, 75
 FG0379'FEET EAST OF THE CENTER OF STATE HIGHWAY 124, 14 FEET NORTH OF A
 FG0379'T-FENCE CORNER, 2.5 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE
 FG0379'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0103 ***********************************************************************
 EK0103  DESIGNATION -  V 21
 EK0103  PID         -  EK0103
 EK0103  STATE/COUNTY-  AR/POLK
 EK0103  USGS QUAD   -  WICKES (1985)
 EK0103
 EK0103                         *CURRENT SURVEY CONTROL
 EK0103  ___________________________________________________________________
 EK0103* NAD 83(1986)-  34 21 15.     (N)    094 22 18.     (W)     SCALED    
 EK0103* NAVD 88     -       357.752  (meters)    1173.72   (feet)  ADJUSTED  
 EK0103  ___________________________________________________________________
 EK0103  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 EK0103  DYNAMIC HT  -         357.370 (meters)    1172.47  (feet)  COMP
 EK0103  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 EK0103
 EK0103  VERT ORDER  -  FIRST     CLASS II
 EK0103
 EK0103.The horizontal coordinates were scaled from a topographic map and have
 EK0103.an estimated accuracy of +/- 6 seconds.
 EK0103
 EK0103.The orthometric height was determined by differential leveling
 EK0103.and adjusted by the National Geodetic Survey in June 1991..
 EK0103
 EK0103.The geoid height was determined by GEOID03.
 EK0103
 EK0103.The dynamic height is computed by dividing the NAVD 88
 EK0103.geopotential number by the normal gravity value computed on the
 EK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0103.degrees latitude (g = 980.6199 gals.).
 EK0103
 EK0103.The modeled gravity was interpolated from observed gravity values.
 EK0103
 EK0103;                    North         East    Units  Estimated Accuracy
 EK0103;SPC AR S     -   589,690.      181,840.      MT  (+/- 180 meters Scaled)
 EK0103
 EK0103                          SUPERSEDED SURVEY CONTROL
 EK0103
 EK0103  NGVD 29 (??/??/92)  357.684  (m)         1173.50   (f) ADJ UNCH    1 2
 EK0103
 EK0103.Superseded values are not recommended for survey control.
 EK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0103.See file dsdata.txt to determine how the superseded data were derived.
 EK0103
 EK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU738022(NAD 83)
 EK0103_MARKER: DB = BENCH MARK DISK
 EK0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0103_SP_SET: ABUTMENT
 EK0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0103
 EK0103  HISTORY     - Date     Condition        Report By
 EK0103  HISTORY     - UNK      MONUMENTED       CGS
 EK0103  HISTORY     - 1932     GOOD             NGS
 EK0103  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0103  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0103
 EK0103                          STATION DESCRIPTION
 EK0103
 EK0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0103'IN HATTON.
 EK0103'IN HATTON, LOCATED 1/4 MILE SOUTH OF THE STATION IN HATTON, 350
 EK0103'FEET SOUTH OF THE CROSSING OF HIGHWAY 71, IN THE WEST SIDE OF THE
 EK0103'NORTH ABUTMENT OF BRIDGE A-405.
 EK0103
 EK0103                          STATION RECOVERY (1961)
 EK0103
 EK0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0103'MARK NOT FOUND.
 EK0103
 EK0103                          STATION RECOVERY (1985)
 EK0103
 EK0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0103'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1921 ***********************************************************************
 FE1921  DESIGNATION -  V 213
 FE1921  PID         -  FE1921
 FE1921  STATE/COUNTY-  AR/MISSISSIPPI
 FE1921  USGS QUAD   -  ARMOREL (1983)
 FE1921
 FE1921                         *CURRENT SURVEY CONTROL
 FE1921  ___________________________________________________________________
 FE1921* NAD 83(1986)-  35 54 26.     (N)    089 46 08.     (W)     SCALED    
 FE1921* NAVD 88     -        77.637  (meters)     254.71   (feet)  ADJUSTED  
 FE1921  ___________________________________________________________________
 FE1921  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE1921  DYNAMIC HT  -          77.572 (meters)     254.50  (feet)  COMP
 FE1921  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 FE1921
 FE1921  VERT ORDER  -  FIRST     CLASS I
 FE1921
 FE1921.The horizontal coordinates were scaled from a topographic map and have
 FE1921.an estimated accuracy of +/- 6 seconds.
 FE1921
 FE1921.The orthometric height was determined by differential leveling
 FE1921.and adjusted by the National Geodetic Survey in June 1991..
 FE1921
 FE1921.The geoid height was determined by GEOID03.
 FE1921
 FE1921.The dynamic height is computed by dividing the NAVD 88
 FE1921.geopotential number by the normal gravity value computed on the
 FE1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1921.degrees latitude (g = 980.6199 gals.).
 FE1921
 FE1921.The modeled gravity was interpolated from observed gravity values.
 FE1921
 FE1921;                    North         East    Units  Estimated Accuracy
 FE1921;SPC AR N     -   176,890.      601,370.      MT  (+/- 180 meters Scaled)
 FE1921
 FE1921                          SUPERSEDED SURVEY CONTROL
 FE1921
 FE1921  NGVD 29 (??/??/??)   77.568  (m)          254.49   (f) ADJUSTED    1 1
 FE1921
 FE1921.Superseded values are not recommended for survey control.
 FE1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1921.See file dsdata.txt to determine how the superseded data were derived.
 FE1921
 FE1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE501772(NAD 83)
 FE1921_MARKER: DB = BENCH MARK DISK
 FE1921_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1921_SP_SET: 104 FEET
 FE1921_STAMPING: V 213 1976
 FE1921_MARK LOGO: NGS   
 FE1921_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1921+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2000
 FE1921
 FE1921  HISTORY     - Date     Condition        Report By
 FE1921  HISTORY     - 1976     MONUMENTED       NGS
 FE1921  HISTORY     - 20000925 GOOD             USE
 FE1921
 FE1921                          STATION DESCRIPTION
 FE1921
 FE1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1921'IN BARFIELD.
 FE1921'0.3 MILE WEST ALONG STATE HIGHWAY 18 AND THE LEVEE AT BARFIELD,
 FE1921'AT SOUTHWEST CORNER OF AGRICO CHEMICAL COMPANY, 59 FEET NORTHEAST
 FE1921'OF THE CENTERLINE OF HIGHWAY, 146 FEET EAST OF CENTER OF DRIVE
 FE1921'LEADING TO PLANT, AND 2.6 FEET SOUTHEAST OF A METAL FENCE POST.
 FE1921'A DISK ON TOP OF A COPPER COATED STEEL ROD SET TO A DEPTH OF
 FE1921'104 FEET, 2 FEET BELOW THE HIGHWAY, AND 1 FOOT EAST OF A WITNESS POST.
 FE1921
 FE1921                          STATION RECOVERY (2000)
 FE1921
 FE1921'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1880 ***********************************************************************
 FE1880  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1880  DESIGNATION -  V 214
 FE1880  PID         -  FE1880
 FE1880  STATE/COUNTY-  AR/MISSISSIPPI
 FE1880  USGS QUAD   -  NODENA (1983)
 FE1880
 FE1880                         *CURRENT SURVEY CONTROL
 FE1880  ___________________________________________________________________
 FE1880* NAD 83(1997)-  35 35 09.06691(N)    089 57 37.80258(W)     ADJUSTED  
 FE1880* NAVD 88     -        79.51   (meters)     260.9    (feet)  GPS OBS   
 FE1880  ___________________________________________________________________
 FE1880  X           -       3,579.957 (meters)                     COMP
 FE1880  Y           -  -5,192,915.040 (meters)                     COMP
 FE1880  Z           -   3,690,948.777 (meters)                     COMP
 FE1880  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 FE1880  ELLIP HEIGHT-          51.96  (meters)          (05/31/05) GPS OBS
 FE1880  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE1880  DYNAMIC HT  -          79.44  (meters)     260.6   (feet)  COMP
 FE1880  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 FE1880
 FE1880  HORZ ORDER  -  FIRST
 FE1880  VERT ORDER  -  FIRST     CLASS I (See Below)
 FE1880  ELLP ORDER  -  FOURTH    CLASS II
 FE1880
 FE1880.The horizontal coordinates were established by GPS observations
 FE1880.and adjusted by the National Geodetic Survey in May 2005..
 FE1880
 FE1880.The orthometric height was determined by GPS observations and a
 FE1880.high-resolution geoid model using precise GPS observation and
 FE1880.processing techniques. It supersedes the leveled height previously
 FE1880.determined for this station.
 FE1880.The vertical order pertains to the first NAVD 88 superseded value.
 FE1880
 FE1880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1880
 FE1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1880
 FE1880.The ellipsoidal height was determined by GPS observations
 FE1880.and is referenced to NAD 83.
 FE1880
 FE1880.The geoid height was determined by GEOID03.
 FE1880
 FE1880.The dynamic height is computed by dividing the NAVD 88
 FE1880.geopotential number by the normal gravity value computed on the
 FE1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1880.degrees latitude (g = 980.6199 gals.).
 FE1880
 FE1880.The modeled gravity was interpolated from observed gravity values.
 FE1880
 FE1880;                    North         East     Units Scale Factor Converg.
 FE1880;SPC AR N     -   140,870.440   584,820.369   MT  0.99993594   +1 11 12.4
 FE1880;SPC AR N     -   462,172.44  1,918,698.16   sFT  0.99993594   +1 11 12.4
 FE1880;UTM  16      - 3,942,049.963   231,750.167   MT  1.00048683   -1 43 25.7
 FE1880;UTM  15      - 3,942,268.331   775,410.017   MT  1.00053482   +1 46 11.5
 FE1880
 FE1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1880!SPC AR N     -   0.99999184  x   0.99993594  =   0.99992779
 FE1880!UTM  16      -   0.99999184  x   1.00048683  =   1.00047867
 FE1880!UTM  15      -   0.99999184  x   1.00053482  =   1.00052666
 FE1880
 FE1880|---------------------------------------------------------------------|
 FE1880| PID    Reference Object                     Distance      Geod. Az  |
 FE1880|                                                           dddmmss.s |
 FE1880| DE9691 SP 12A 2000                         306.700 METERS 16128     |
 FE1880|---------------------------------------------------------------------|
 FE1880
 FE1880                          SUPERSEDED SURVEY CONTROL
 FE1880
 FE1880  NAVD 88 (06/15/91)   79.470  (m)          260.73   (f) ADJUSTED    1 1
 FE1880  NGVD 29 (??/??/??)   79.437  (m)          260.62   (f) ADJUSTED    1 1
 FE1880
 FE1880.Superseded values are not recommended for survey control.
 FE1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1880.See file dsdata.txt to determine how the superseded data were derived.
 FE1880
 FE1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3175042050(NAD 83)
 FE1880_MARKER: DB = BENCH MARK DISK
 FE1880_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1880_SP_SET: 4 FEET
 FE1880_STAMPING: V 214 1976
 FE1880_MARK LOGO: NGS   
 FE1880_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1880+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 FE1880
 FE1880  HISTORY     - Date     Condition        Report By
 FE1880  HISTORY     - 1976     MONUMENTED       NGS
 FE1880  HISTORY     - 20000901 GOOD             USE
 FE1880  HISTORY     - 20030721 GOOD             EMCINC
 FE1880  HISTORY     - 20050512 GOOD             USACE
 FE1880
 FE1880                          STATION DESCRIPTION
 FE1880
 FE1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1880'8.2 MI NE FROM WILSON.
 FE1880'8.2 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1880'STREET AT WILSON, 0.2 MILE NORTHEAST OF A ROAD CROSSING LEVEE,
 FE1880'22 FEET SOUTH OF THE CENTER OF THE LEVEE, AND 3 FEET SOUTH OF
 FE1880'MILEPOST 95/96. A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FE1880'SET TO A DEPTH OF 4 FEET, 1 FOOT BELOW THE LEVEE, AND 1 FOOT
 FE1880'NORTH OF A WITNESS POST.
 FE1880
 FE1880                          STATION RECOVERY (2000)
 FE1880
 FE1880'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1880'RECOVERED IN GOOD CONDITION.
 FE1880
 FE1880                          STATION RECOVERY (2003)
 FE1880
 FE1880'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1880'RECOVERED AS DESCRIBED
 FE1880
 FE1880                          STATION RECOVERY (2005)
 FE1880
 FE1880'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1012 ***********************************************************************
 FF1012  DESIGNATION -  V 215
 FF1012  PID         -  FF1012
 FF1012  STATE/COUNTY-  AR/MISSISSIPPI
 FF1012  USGS QUAD   -  WILSON (1983)
 FF1012
 FF1012                         *CURRENT SURVEY CONTROL
 FF1012  ___________________________________________________________________
 FF1012* NAD 83(1997)-  35 32 42.99896(N)    090 02 40.58949(W)     ADJUSTED  
 FF1012* NAVD 88     -        76.682  (meters)     251.58   (feet)  ADJUSTED  
 FF1012  ___________________________________________________________________
 FF1012  X           -      -4,045.032 (meters)                     COMP
 FF1012  Y           -  -5,195,530.738 (meters)                     COMP
 FF1012  Z           -   3,687,285.087 (meters)                     COMP
 FF1012  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 FF1012  ELLIP HEIGHT-          49.05  (meters)          (04/05/04) GPS OBS
 FF1012  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF1012  DYNAMIC HT  -          76.615 (meters)     251.36  (feet)  COMP
 FF1012  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 FF1012
 FF1012  HORZ ORDER  -  B
 FF1012  VERT ORDER  -  FIRST     CLASS I
 FF1012  ELLP ORDER  -  FOURTH    CLASS I
 FF1012
 FF1012.The horizontal coordinates were established by GPS observations
 FF1012.and adjusted by the National Geodetic Survey in April 2004..
 FF1012
 FF1012.The orthometric height was determined by differential leveling
 FF1012.and adjusted by the National Geodetic Survey in June 1991..
 FF1012
 FF1012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1012
 FF1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1012
 FF1012.The ellipsoidal height was determined by GPS observations
 FF1012.and is referenced to NAD 83.
 FF1012
 FF1012.The geoid height was determined by GEOID03.
 FF1012
 FF1012.The dynamic height is computed by dividing the NAVD 88
 FF1012.geopotential number by the normal gravity value computed on the
 FF1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1012.degrees latitude (g = 980.6199 gals.).
 FF1012
 FF1012.The modeled gravity was interpolated from observed gravity values.
 FF1012
 FF1012;                    North         East     Units Scale Factor Converg.
 FF1012;SPC AR N     -   136,215.225   577,288.923   MT  0.99993617   +1 08 16.2
 FF1012;SPC AR N     -   446,899.45  1,893,988.74   sFT  0.99993617   +1 08 16.2
 FF1012;UTM  15      - 3,937,534.116   767,921.968   MT  1.00048468   +1 43 08.9
 FF1012;UTM  16      - 3,937,780.609   223,987.644   MT  1.00053892   -1 46 15.9
 FF1012
 FF1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1012!SPC AR N     -   0.99999230  x   0.99993617  =   0.99992847
 FF1012!UTM  15      -   0.99999230  x   1.00048468  =   1.00047698
 FF1012!UTM  16      -   0.99999230  x   1.00053892  =   1.00053122
 FF1012
 FF1012                          SUPERSEDED SURVEY CONTROL
 FF1012
 FF1012  NAVD 88 (04/05/04)   76.68   (m)          251.6    (f) LEVELING    3  
 FF1012  NGVD 29 (??/??/??)   76.656  (m)          251.50   (f) ADJUSTED    1 1
 FF1012
 FF1012.Superseded values are not recommended for survey control.
 FF1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1012.See file dsdata.txt to determine how the superseded data were derived.
 FF1012
 FF1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6792237534(NAD 83)
 FF1012_MARKER: DB = BENCH MARK DISK
 FF1012_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1012_SP_SET: METAL ROD WITH BASE PLATE
 FF1012_STAMPING: V 215 1976
 FF1012_MARK LOGO: NGS   
 FF1012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1012+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 FF1012
 FF1012  HISTORY     - Date     Condition        Report By
 FF1012  HISTORY     - 1976     MONUMENTED       NGS
 FF1012  HISTORY     - 20001101 GOOD             USE
 FF1012  HISTORY     - 20020320 GOOD             USACE
 FF1012  HISTORY     - 20050512 GOOD             USACE
 FF1012
 FF1012                          STATION DESCRIPTION
 FF1012
 FF1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1012'1.2 MI SW FROM WILSON.
 FF1012'1.2 MILES SOUTHWEST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FF1012'STREET AT WILSON, 30 FEET WEST OF THE CENTER OF LEVEE, AND 2.0
 FF1012'FEET SOUTH OF MILEPOST 104/105. A DISK ON THE TOP OF A COPPER-COATED
 FF1012'STEEL ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FOOT
 FF1012'EAST OF A WITNESS POST.
 FF1012
 FF1012                          STATION RECOVERY (2000)
 FF1012
 FF1012'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1012'RECOVERED IN GOOD CONDITION.
 FF1012
 FF1012                          STATION RECOVERY (2002)
 FF1012
 FF1012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1012'RECOVERED IN GOOD CONDITION.
 FF1012
 FF1012                          STATION RECOVERY (2005)
 FF1012
 FF1012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1088 ***********************************************************************
 FF1088  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1088  DESIGNATION -  V 216
 FF1088  PID         -  FF1088
 FF1088  STATE/COUNTY-  AR/CRITTENDEN
 FF1088  USGS QUAD   -  JERICHO (1993)
 FF1088
 FF1088                         *CURRENT SURVEY CONTROL
 FF1088  ___________________________________________________________________
 FF1088* NAD 83(1997)-  35 21 35.11164(N)    090 09 33.84780(W)     ADJUSTED  
 FF1088* NAVD 88     -        75.75   (meters)     248.5    (feet)  GPS OBS   
 FF1088  ___________________________________________________________________
 FF1088  X           -     -14,487.648 (meters)                     COMP
 FF1088  Y           -  -5,207,450.747 (meters)                     COMP
 FF1088  Z           -   3,670,517.101 (meters)                     COMP
 FF1088  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 FF1088  ELLIP HEIGHT-          48.28  (meters)          (01/24/03) GPS OBS
 FF1088  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FF1088  DYNAMIC HT  -          75.68  (meters)     248.3   (feet)  COMP
 FF1088  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 FF1088
 FF1088  HORZ ORDER  -  FIRST
 FF1088  VERT ORDER  -  THIRD (See Below)
 FF1088  ELLP ORDER  -  SECOND    CLASS II
 FF1088
 FF1088.The horizontal coordinates were established by GPS observations
 FF1088.and adjusted by the National Geodetic Survey in January 2003..
 FF1088
 FF1088.The orthometric height was determined by GPS observations and a
 FF1088.high-resolution geoid model using precise GPS observation and
 FF1088.processing techniques. It supersedes the leveled height previously
 FF1088.determined for this station.
 FF1088.The vertical order pertains to the first NAVD 88 superseded value.
 FF1088
 FF1088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1088
 FF1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1088
 FF1088.The ellipsoidal height was determined by GPS observations
 FF1088.and is referenced to NAD 83.
 FF1088
 FF1088.The geoid height was determined by GEOID03.
 FF1088
 FF1088.The dynamic height is computed by dividing the NAVD 88
 FF1088.geopotential number by the normal gravity value computed on the
 FF1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1088.degrees latitude (g = 980.6199 gals.).
 FF1088
 FF1088.The modeled gravity was interpolated from observed gravity values.
 FF1088
 FF1088;                    North         East     Units Scale Factor Converg.
 FF1088;SPC AR N     -   115,435.740   567,266.912   MT  0.99994357   +1 04 15.8
 FF1088;SPC AR N     -   378,725.42  1,861,108.19   sFT  0.99994357   +1 04 15.8
 FF1088;UTM  15      - 3,916,643.955   758,104.852   MT  1.00042106   +1 38 41.2
 FF1088
 FF1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1088!SPC AR N     -   0.99999242  x   0.99994357  =   0.99993599
 FF1088!UTM  15      -   0.99999242  x   1.00042106  =   1.00041348
 FF1088
 FF1088                          SUPERSEDED SURVEY CONTROL
 FF1088
 FF1088  NAVD 88 (06/15/91)   75.721  (m)          248.43   (f) ADJUSTED    1 1
 FF1088  NGVD 29 (??/??/??)   75.705  (m)          248.38   (f) ADJUSTED    1 1
 FF1088
 FF1088.Superseded values are not recommended for survey control.
 FF1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1088.See file dsdata.txt to determine how the superseded data were derived.
 FF1088
 FF1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5810516644(NAD 83)
 FF1088_MARKER: DB = BENCH MARK DISK
 FF1088_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1088+WITH SETTING: INTO GROUND
 FF1088_SP_SET: METAL ROD WITH BASE PLATE
 FF1088_STAMPING: V 216 1976
 FF1088_MARK LOGO: NGS   
 FF1088_PROJECTION: RECESSED 5 CENTIMETERS
 FF1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1088+STABILITY: SURFACE MOTION
 FF1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1088+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 FF1088_ROD/PIPE-DEPTH:  1.2 meters
 FF1088
 FF1088  HISTORY     - Date     Condition        Report By
 FF1088  HISTORY     - 1976     MONUMENTED       NGS
 FF1088  HISTORY     - 20000901 GOOD             USE
 FF1088  HISTORY     - 20011014 GOOD             3001
 FF1088
 FF1088                          STATION DESCRIPTION
 FF1088
 FF1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1088'19.0 MI SOUTH FROM WILSON.
 FF1088'19.0 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1088'AT WILSON, 105 FEET NORTHWEST OF THE CENTER OF A GATE ON LEVEE,
 FF1088'19 FEET SOUTHWEST OF THE CENTER OF LEVEE, AND 1 FOOT NORTHEAST OF
 FF1088'MILEPOST 129/130.
 FF1088'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1088'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTH OF A WITNESS POST.
 FF1088
 FF1088                          STATION RECOVERY (2000)
 FF1088
 FF1088'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1088'RECOVERED IN GOOD CONDITION.
 FF1088
 FF1088                          STATION RECOVERY (2001)
 FF1088
 FF1088'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FF1088'THE STATION IS LOCATED IN CRITTENDEN COUNTY, AR.  5.6 MILES SOUTHEAST
 FF1088'OF TERRELL, AR.  7.4
 FF1088'MILES SOUTHEAST OF FRENCHMANS BAYOU, AR.  14.8 MILES NORTH OF WEST
 FF1088'MEMPHIS, AR.
 FF1088' 
 FF1088'TO REACH THE STATION FROM THE INTERSECTION OF HWY 77 AND 42 (STACEY
 FF1088'ROAD) AT THE SOUTH
 FF1088'END OF TERRELL, AR.  PROCEED NORTH ON HWY 42, 1.2 MILES TO THE
 FF1088'INTERSECTION OF OLD RIVER
 FF1088'ROAD ON THE RIGHT.  TURN RIGHT (EAST) ON OLD RIVER ROAD.  PROCEED EAST
 FF1088'ON PAVED ROAD 4.0
 FF1088'MILES TO SHARP TURN TO THE SOUTH AND GRAVEL ROAD LEADING EAST (CR
 FF1088'333), THEN SOUTHEAST
 FF1088'ALONG TOE OF LEVEE.  FOLLOW TOP OF LEVEE 1.3 MILES TO THE MARK ON THE
 FF1088'RIGHT.
 FF1088' 
 FF1088'THE STATION IS 19 FEET SOUTHWEST OF THE CENTERLINE OF THE LEVEE.  1
 FF1088'FOOT NORTHEAST OF
 FF1088'LMP 129/130.  BENCHMARK DISK ON THE TOP OF A COPPER-COATED STEEL ROD
 FF1088'SET TO A DEPTH OF 4
 FF1088'FEET, 2 FEET BELOW THE TOP OF THE LEVEE.  1 FOOT NORTHEAST OF A
 FF1088'CARSONITE WITNESS POST.
 FF1088'ENCASED IN A PLASTIC PVC PIPE WITH NO TOP.
 FF1088'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1036 ***********************************************************************
 FF1036  DESIGNATION -  V 217
 FF1036  PID         -  FF1036
 FF1036  STATE/COUNTY-  AR/CRITTENDEN
 FF1036  USGS QUAD   -  FLETCHER LAKE (1993)
 FF1036
 FF1036                         *CURRENT SURVEY CONTROL
 FF1036  ___________________________________________________________________
 FF1036* NAD 83(1997)-  35 06 59.98892(N)    090 11 04.96903(W)     ADJUSTED  
 FF1036* NAVD 88     -        71.889  (meters)     235.86   (feet)  ADJUSTED  
 FF1036  ___________________________________________________________________
 FF1036  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FF1036  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1036  DYNAMIC HT  -          71.824 (meters)     235.64  (feet)  COMP
 FF1036  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 FF1036
 FF1036  HORZ ORDER  -  SECOND
 FF1036  VERT ORDER  -  FIRST     CLASS II
 FF1036
 FF1036.The horizontal coordinates were established by classical geodetic methods
 FF1036.and adjusted by the National Geodetic Survey in September 1999..
 FF1036
 FF1036.The orthometric height was determined by differential leveling
 FF1036.and adjusted by the National Geodetic Survey in June 1991..
 FF1036
 FF1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1036
 FF1036.The geoid height was determined by GEOID03.
 FF1036
 FF1036.The dynamic height is computed by dividing the NAVD 88
 FF1036.geopotential number by the normal gravity value computed on the
 FF1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1036.degrees latitude (g = 980.6199 gals.).
 FF1036
 FF1036.The modeled gravity was interpolated from observed gravity values.
 FF1036
 FF1036;                    North         East     Units Scale Factor Converg.
 FF1036;SPC AR N     -    88,429.273   565,464.125   MT  0.99996902   +1 03 22.7
 FF1036;SPC AR N     -   290,121.71  1,855,193.55   sFT  0.99996902   +1 03 22.7
 FF1036;SPC TN       -    95,066.097   218,634.384   MT  1.00002621   -2 26 59.6
 FF1036;SPC TN       -   311,896.02    717,302.97   sFT  1.00002621   -2 26 59.6
 FF1036;UTM  15      - 3,889,608.450   756,569.585   MT  1.00041136   +1 37 13.3
 FF1036
 FF1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1036!SPC AR N     -   0.99999299  x   0.99996902  =   0.99996201
 FF1036!SPC TN       -   0.99999299  x   1.00002621  =   1.00001920
 FF1036!UTM  15      -   0.99999299  x   1.00041136  =   1.00040435
 FF1036
 FF1036                          SUPERSEDED SURVEY CONTROL
 FF1036
 FF1036  NAD 83(1997)-  35 06 59.98911(N)    090 11 04.96903(W) AD(       ) 2
 FF1036  NAD 83(1997)-  35 06 59.99273(N)    090 11 04.96852(W) AD(       ) 2
 FF1036  NAD 83(1986)-  35 06 59.99922(N)    090 11 04.96960(W) AD(       ) 2
 FF1036  NAD 27      -  35 06 59.66919(N)    090 11 04.62889(W) AD(       ) 2
 FF1036  NGVD 29 (??/??/??)   71.876  (m)          235.81   (f) ADJUSTED    1 2
 FF1036
 FF1036.Superseded values are not recommended for survey control.
 FF1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1036.See file dsdata.txt to determine how the superseded data were derived.
 FF1036
 FF1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5657089608(NAD 83)
 FF1036_MARKER: DB = BENCH MARK DISK
 FF1036_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1036+WITH SETTING: INTO GROUND
 FF1036_SP_SET: METAL ROD WITH BASE PLATE
 FF1036_STAMPING: V 217 1976
 FF1036_MARK LOGO: NGS   
 FF1036_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1036+STABILITY: SURFACE MOTION
 FF1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1036+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 FF1036
 FF1036  HISTORY     - Date     Condition        Report By
 FF1036  HISTORY     - 1976     MONUMENTED       NGS
 FF1036  HISTORY     - 1979     GOOD             NGS
 FF1036  HISTORY     - 20001206 GOOD             NGS
 FF1036  HISTORY     - 20001206 GOOD             USACE
 FF1036  HISTORY     - 20030206 GOOD             USACE
 FF1036
 FF1036                          STATION DESCRIPTION
 FF1036
 FF1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1036'4.4 MI SOUTH FROM WEST MEMPHIS.
 FF1036'4.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1036'HIGHWAY 55 AT WEST MEMPHIS , 250 YARDS WEST OF A ELECTRIC AL
 FF1036'SUBSTATION, 24 FEET NORTHWEST OF THE CENTER LINE OF LEVEE,
 FF1036'5 FEET SOUTHWEST OF A BARBED WIRE FENCE, AND 5.5 FEET SOUTHWEST
 FF1036'OF MILEPOST 155/156. A DISK ON THE TOP OF A COPPER-COATED STEEL ROD
 FF1036'SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTHEAST
 FF1036'OF A WITNESS POST.
 FF1036
 FF1036                          STATION RECOVERY (1979)
 FF1036
 FF1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1036'THE STATION IS LOCATED ABOUT 3 KILOMETERS SOUTH OF WEST MEMPHIS,
 FF1036'1.2 KILOMETERS WEST OF THE MISSISSIPPI RIVER AND ATOP THE WEST
 FF1036'LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM
 FF1036'CHIEF ENGINEER, MR. B.B. FAIR, ST. FRANCIS LEVEE DISTRICT. P.O.
 FF1036'P.O. BOX 308, WEST MEMPHIS, AR. 72301. TELEPHONE 501-735-1062.
 FF1036'
 FF1036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79
 FF1036'AND STATE HIGHWAY 77 IN WEST MEMPHIS, GO WEST ON U.S. HIGHWAYS 70
 FF1036'NAND 79 FOR 0.8 KILOMETERS (0.5 MI.) TO A SIDE STREET LEFT.  TURN
 FF1036'LEFT AND GO SOUTH AND EAST ON AVALON STREET FOR 2.66 KILOMETERS
 FF1036'(1.65 MI.) TO WHERE THE ROAD TURNS RIGHT AND THE END OF PAVEMENT
 FF1036'TURN RIGHT, CROSS RAILROAD TRACKS AND GO SOUTH ON A
 FF1036'GRAVEL ROAD FOR 2.49 KILOMETERS (1.55 MI.) TO WHERE THE ROAD
 FF1036'TURNS RIGHT AND A LOCKED GATE ON THE LEFT.  TURN LEFT, PASS
 FF1036'THROUGH THE GATE AND GO EAST 0.16 KILOMETERS (0.1 MI.)
 FF1036'TO THE TOP OF A LEVEE.  TURN LEFT AND GO NORTH ATOP THE LEVEE
 FF1036'FOR 0.16 KILOMETERS (0.1 MI.) TO A LOCKED GATE.  PASS THROUGH
 FF1036'THE GATE AND CONTINUE NORTHERLY ATOP THE LEVEE FOR 1.12
 FF1036'KILOMETERS (0.7 MI.) TO THE STATION ON THE LEFT.
 FF1036'
 FF1036'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 FF1036
 FF1036                          STATION RECOVERY (2000)
 FF1036
 FF1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 FF1036'RECOVERED IN GOOD CONDITION.
 FF1036
 FF1036                          STATION RECOVERY (2000)
 FF1036
 FF1036'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF1036'MARK WAS RECOVERED IN GOOD CONDITION.
 FF1036
 FF1036                          STATION RECOVERY (2003)
 FF1036
 FF1036'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0212 ***********************************************************************
 EH0212  DESIGNATION -  V 218
 EH0212  PID         -  EH0212
 EH0212  STATE/COUNTY-  AR/CRITTENDEN
 EH0212  USGS QUAD   -  COUNCIL (1991)
 EH0212
 EH0212                         *CURRENT SURVEY CONTROL
 EH0212  ___________________________________________________________________
 EH0212* NAD 83(1986)-  34 51 22.     (N)    090 23 23.     (W)     SCALED    
 EH0212* NAVD 88     -        67.162  (meters)     220.35   (feet)  ADJUSTED  
 EH0212  ___________________________________________________________________
 EH0212  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EH0212  DYNAMIC HT  -          67.099 (meters)     220.14  (feet)  COMP
 EH0212  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 EH0212
 EH0212  VERT ORDER  -  FIRST     CLASS II
 EH0212
 EH0212.The horizontal coordinates were scaled from a topographic map and have
 EH0212.an estimated accuracy of +/- 6 seconds.
 EH0212
 EH0212.The orthometric height was determined by differential leveling
 EH0212.and adjusted by the National Geodetic Survey in June 1991..
 EH0212
 EH0212.The geoid height was determined by GEOID03.
 EH0212
 EH0212.The dynamic height is computed by dividing the NAVD 88
 EH0212.geopotential number by the normal gravity value computed on the
 EH0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0212.degrees latitude (g = 980.6199 gals.).
 EH0212
 EH0212.The modeled gravity was interpolated from observed gravity values.
 EH0212
 EH0212;                    North         East    Units  Estimated Accuracy
 EH0212;SPC AR N     -    59,200.      547,250.      MT  (+/- 180 meters Scaled)
 EH0212
 EH0212                          SUPERSEDED SURVEY CONTROL
 EH0212
 EH0212  NGVD 29 (??/??/??)   67.183  (m)          220.42   (f) ADJUSTED    1 2
 EH0212
 EH0212.Superseded values are not recommended for survey control.
 EH0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0212.See file dsdata.txt to determine how the superseded data were derived.
 EH0212
 EH0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU386601(NAD 83)
 EH0212_MARKER: DB = BENCH MARK DISK
 EH0212_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0212_SP_SET: 4 FEET
 EH0212_STAMPING: V 218 1976
 EH0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0212+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 EH0212
 EH0212  HISTORY     - Date     Condition        Report By
 EH0212  HISTORY     - 1976     MONUMENTED       NGS
 EH0212  HISTORY     - 20030317 GOOD             USACE
 EH0212
 EH0212                          STATION DESCRIPTION
 EH0212
 EH0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0212'20.1 MI NE FROM WHITEHALL.
 EH0212'20.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0212'AT WHITEHALL, ALSO ABOUT 4 MILES SOUTHWEST OF BRUINS, 2 FEET NORTHEAST
 EH0212'OF MILEPOST 185/186, 97 FEET SOUTHEAST OF A FENCE AT THE TOE OF THE
 EH0212'LEVEE, AND 17 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE. A DISK
 EH0212'ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A
 EH0212'PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT SOUTHWEST OF A
 EH0212'WITNESS POST.
 EH0212
 EH0212                          STATION RECOVERY (2003)
 EH0212
 EH0212'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0970 ***********************************************************************
 EH0970  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0970  DESIGNATION -  V 219
 EH0970  PID         -  EH0970
 EH0970  STATE/COUNTY-  AR/LEE
 EH0970  USGS QUAD   -  BRICKEYS (1984)
 EH0970
 EH0970                         *CURRENT SURVEY CONTROL
 EH0970  ___________________________________________________________________
 EH0970* NAD 83(1997)-  34 48 15.25839(N)    090 30 02.42862(W)     ADJUSTED  
 EH0970* NAVD 88     -        65.65   (meters)     215.4    (feet)  GPS OBS   
 EH0970  ___________________________________________________________________
 EH0970  X           -     -45,813.950 (meters)                     COMP
 EH0970  Y           -  -5,242,684.688 (meters)                     COMP
 EH0970  Z           -   3,620,077.767 (meters)                     COMP
 EH0970  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 EH0970  ELLIP HEIGHT-          38.68  (meters)          (01/24/03) GPS OBS
 EH0970  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0970  DYNAMIC HT  -          65.59  (meters)     215.2   (feet)  COMP
 EH0970  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 EH0970
 EH0970  HORZ ORDER  -  FIRST
 EH0970  VERT ORDER  -  FIRST     CLASS II (See Below)
 EH0970  ELLP ORDER  -  SECOND    CLASS II
 EH0970
 EH0970.The horizontal coordinates were established by GPS observations
 EH0970.and adjusted by the National Geodetic Survey in January 2003..
 EH0970
 EH0970.The orthometric height was determined by GPS observations and a
 EH0970.high-resolution geoid model using precise GPS observation and
 EH0970.processing techniques. It supersedes the leveled height previously
 EH0970.determined for this station.
 EH0970.WARNING-GPS observations at this control monument resulted in a GPS
 EH0970.derived orthometric height which differed from the leveled height by
 EH0970.more than one decimeter (0.1 meter).
 EH0970.The vertical order pertains to the first NAVD 88 superseded value.
 EH0970
 EH0970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0970
 EH0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0970
 EH0970.The ellipsoidal height was determined by GPS observations
 EH0970.and is referenced to NAD 83.
 EH0970
 EH0970.The geoid height was determined by GEOID03.
 EH0970
 EH0970.The dynamic height is computed by dividing the NAVD 88
 EH0970.geopotential number by the normal gravity value computed on the
 EH0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0970.degrees latitude (g = 980.6199 gals.).
 EH0970
 EH0970.The modeled gravity was interpolated from observed gravity values.
 EH0970
 EH0970;                    North         East     Units Scale Factor Converg.
 EH0970;SPC AR S     -   638,096.672   537,192.117   MT  1.00000860   +0 50 21.0
 EH0970;SPC AR S     - 2,093,488.83  1,762,437.80   sFT  1.00000860   +0 50 21.0
 EH0970;UTM  15      - 3,854,181.549   728,634.884   MT  1.00024433   +1 25 37.8
 EH0970
 EH0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0970!SPC AR S     -   0.99999393  x   1.00000860  =   1.00000253
 EH0970!UTM  15      -   0.99999393  x   1.00024433  =   1.00023826
 EH0970
 EH0970                          SUPERSEDED SURVEY CONTROL
 EH0970
 EH0970  NAVD 88 (06/15/91)   65.749  (m)          215.71   (f) ADJUSTED    1 2
 EH0970  NGVD 29 (??/??/??)   65.771  (m)          215.78   (f) ADJUSTED    1 2
 EH0970
 EH0970.Superseded values are not recommended for survey control.
 EH0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0970.See file dsdata.txt to determine how the superseded data were derived.
 EH0970
 EH0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2863554182(NAD 83)
 EH0970_MARKER: DB = BENCH MARK DISK
 EH0970_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0970+WITH SETTING: INTO GROUND
 EH0970_STAMPING: V 219 1976
 EH0970_MARK LOGO: NGS   
 EH0970_PROJECTION: FLUSH
 EH0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0970+STABILITY: SURFACE MOTION
 EH0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0970+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 EH0970_ROD/PIPE-DEPTH:  1.2 meters
 EH0970
 EH0970  HISTORY     - Date     Condition        Report By
 EH0970  HISTORY     - 1976     MONUMENTED       NGS
 EH0970  HISTORY     - 20000901 GOOD             USE
 EH0970  HISTORY     - 20011017 GOOD             3001
 EH0970
 EH0970                          STATION DESCRIPTION
 EH0970
 EH0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0970'5.1 MI NE FROM WHITEHALL.
 EH0970'5.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0970'AT WHITE HALL, ALSO ABOUT 2 MILES SOUTHWEST OF PETERS, 0.15 MILE WEST
 EH0970'OF A FENCE CROSSING THE LEVEE, 15 FEET NORTH OF THE CENTER LINE OF THE
 EH0970'LEVEE, AND 1 FOOT EAST OF MILEPOST 200/201.  A DISK ON TOP OF A
 EH0970'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0970'PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT WEST OF A WITNESS
 EH0970'POST.
 EH0970
 EH0970                          STATION RECOVERY (2000)
 EH0970
 EH0970'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0970'RECOVERED IN GOOD CONDITION.
 EH0970
 EH0970                          STATION RECOVERY (2001)
 EH0970
 EH0970'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH0970'THE STATION IS LOCATED NEAR BRICKEYS, AR, 5.1 MILES NORTHEAST OF
 EH0970'WHITEHALL, AR.  6.5 MILES
 EH0970'EAST-SOUTHEAST OF BRICKEYS, AR.  14.8 MILES EAST OF MARIANNA, AR.
 EH0970' 
 EH0970'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 79 AND SR 131
 EH0970'NORTH OF MARIANNA,
 EH0970'AR, GO SOUTH THEN EAST AND SOUTH AGAIN ON SR 131 FOR 9.7 MILES TO END
 EH0970'OF PAVEMENT AND
 EH0970'SPLIT OF 2 RAMPS LEADING TO TOP OF LEVEE, PROCEED RIGHT 0.1 MILES TO
 EH0970'TOP OF LEVEE, PROCEED
 EH0970'WEST ON LEVEE FOR 0.2 MILES TO STATION ON RIGHT.
 EH0970' 
 EH0970'THE STATION IS A STANDARD NGS BENCH MARK DISK, FASTENED TO A METAL ROD
 EH0970'WITH BASEPLATE
 EH0970'IN GROUND 4 FEET, ENCASED IN A PIPE FLUSH WITH GROUND.  MONUMENT IS
 EH0970'STAMPED V 219 1976.
 EH0970'MONUMENT IS 15 FEET NORTH OF CENTERLINE OF LEVEE, 1 FOOT EAST OF LEVEE
 EH0970'MILE POST 200/201,
 EH0970'8 INCHES SOUTH OF A CARSONITE WITNESS POST.
 EH0970'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0137 ***********************************************************************
 DM0137  DESIGNATION -  V 22
 DM0137  PID         -  DM0137
 DM0137  STATE/COUNTY-  AR/MILLER
 DM0137  USGS QUAD   -  TEXARKANA (1975)
 DM0137
 DM0137                         *CURRENT SURVEY CONTROL
 DM0137  ___________________________________________________________________
 DM0137* NAD 83(1986)-  33 25 25.     (N)    094 02 24.     (W)     SCALED    
 DM0137* NAVD 88     -        97.586  (meters)     320.16   (feet)  ADJUSTED  
 DM0137  ___________________________________________________________________
 DM0137  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0137  DYNAMIC HT  -          97.482 (meters)     319.82  (feet)  COMP
 DM0137  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DM0137
 DM0137  VERT ORDER  -  FIRST     CLASS II
 DM0137
 DM0137.The horizontal coordinates were scaled from a topographic map and have
 DM0137.an estimated accuracy of +/- 6 seconds.
 DM0137
 DM0137.The orthometric height was determined by differential leveling
 DM0137.and adjusted by the National Geodetic Survey in June 1991..
 DM0137
 DM0137.The geoid height was determined by GEOID03.
 DM0137
 DM0137.The dynamic height is computed by dividing the NAVD 88
 DM0137.geopotential number by the normal gravity value computed on the
 DM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0137.degrees latitude (g = 980.6199 gals.).
 DM0137
 DM0137.The modeled gravity was interpolated from observed gravity values.
 DM0137
 DM0137;                    North         East    Units  Estimated Accuracy
 DM0137;SPC AR S     -   485,850.      210,290.      MT  (+/- 180 meters Scaled)
 DM0137
 DM0137                          SUPERSEDED SURVEY CONTROL
 DM0137
 DM0137  NGVD 29 (??/??/92)   97.607  (m)          320.23   (f) ADJ UNCH    1 2
 DM0137
 DM0137.Superseded values are not recommended for survey control.
 DM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0137.See file dsdata.txt to determine how the superseded data were derived.
 DM0137
 DM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS033987(NAD 83)
 DM0137_MARKER: DB = BENCH MARK DISK
 DM0137_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM0137+WITH SETTING: PAVEMENT
 DM0137_SP_SET: STONE BANISTER
 DM0137_STAMPING: V 22 1932 320.232
 DM0137_MARK LOGO: CGS   
 DM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0137+STABILITY: SURFACE MOTION
 DM0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM0137+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 DM0137
 DM0137  HISTORY     - Date     Condition        Report By
 DM0137  HISTORY     - UNK      MONUMENTED       CGS
 DM0137  HISTORY     - 1932     GOOD             NGS
 DM0137  HISTORY     - 1963     GOOD             NGS
 DM0137  HISTORY     - 1985     GOOD             NGS
 DM0137  HISTORY     - 19971025 GOOD             USPSQD
 DM0137  HISTORY     - 20030510 GOOD             GEOCAC
 DM0137
 DM0137                          STATION DESCRIPTION
 DM0137
 DM0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0137'IN TEXARKANA.
 DM0137'STANDARD DISK SET HORIZONTALLY IN MUNICIPAL AUDITORIUM.  THE MUNICIPAL
 DM0137'AUDITORIUM IS LOCATED ON EAST THIRD AND WALNUT STS.  SET IN TOP OF
 DM0137'WEST STONE BANISTER OF THE EAST THIRD STREET ENTRANCE.  4 FT. ABOVE
 DM0137'THE SIDEWALK TO THE ENTRANCE STEPS.
 DM0137
 DM0137                          STATION RECOVERY (1963)
 DM0137
 DM0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0137'RECOVERED IN GOOD CONDITION.
 DM0137
 DM0137                          STATION RECOVERY (1985)
 DM0137
 DM0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0137'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DM0137'TEXARKANA, AT THE INTERSECTION OF EAST 3RD AND WALNUT STREETS, IN THE
 DM0137'CENTER OF THE NORTHEAST END OF THE SOUTHWEST STONE BANISTER AT THE
 DM0137'NORTHWEST ENTRANCE TO THE MUNICIPAL AUDITORIUM, 28.8 M (94.5 FT)
 DM0137'NORTHEAST OF THE CENTERLINE OF WALNUT STREET, 13.1 M (43.0 FT)
 DM0137'SOUTHEAST OF THE CENTERLINE OF EAST THIRD STREET, 6.3 M (20.7 FT)
 DM0137'SOUTHWEST OF THE CENTER OF THE ENTRANCE, AND 0.5 M (1.6 FT) NORTHWEST
 DM0137'OF THE NORTHWEST FACE OF THE BUILDING.
 DM0137'THE MARK IS 1.2 M ABOVE A SIDEWALK.
 DM0137
 DM0137                          STATION RECOVERY (1997)
 DM0137
 DM0137'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0137'RECOVERED IN GOOD CONDITION.
 DM0137
 DM0137                          STATION RECOVERY (2003)
 DM0137
 DM0137'RECOVERY NOTE BY GEOCACHING 2003
 DM0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0721 ***********************************************************************
 EH0721  DESIGNATION -  V 220
 EH0721  PID         -  EH0721
 EH0721  STATE/COUNTY-  AR/PHILLIPS
 EH0721  USGS QUAD   -  ELAINE (1982)
 EH0721
 EH0721                         *CURRENT SURVEY CONTROL
 EH0721  ___________________________________________________________________
 EH0721* NAD 83(1986)-  34 20 00.     (N)    090 46 00.     (W)     SCALED    
 EH0721* NAVD 88     -        59.707  (meters)     195.89   (feet)  ADJUSTED  
 EH0721  ___________________________________________________________________
 EH0721  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH0721  DYNAMIC HT  -          59.648 (meters)     195.70  (feet)  COMP
 EH0721  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 EH0721
 EH0721  VERT ORDER  -  FIRST     CLASS II
 EH0721
 EH0721.The horizontal coordinates were scaled from a topographic map and have
 EH0721.an estimated accuracy of +/- 6 seconds.
 EH0721
 EH0721.The orthometric height was determined by differential leveling
 EH0721.and adjusted by the National Geodetic Survey in June 1991..
 EH0721
 EH0721.The geoid height was determined by GEOID03.
 EH0721
 EH0721.The dynamic height is computed by dividing the NAVD 88
 EH0721.geopotential number by the normal gravity value computed on the
 EH0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0721.degrees latitude (g = 980.6199 gals.).
 EH0721
 EH0721.The modeled gravity was interpolated from observed gravity values.
 EH0721
 EH0721;                    North         East    Units  Estimated Accuracy
 EH0721;SPC AR S     -   585,540.      513,480.      MT  (+/- 180 meters Scaled)
 EH0721
 EH0721                          SUPERSEDED SURVEY CONTROL
 EH0721
 EH0721  NGVD 29 (??/??/??)   59.759  (m)          196.06   (f) ADJUSTED    1 2
 EH0721
 EH0721.Superseded values are not recommended for survey control.
 EH0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0721.See file dsdata.txt to determine how the superseded data were derived.
 EH0721
 EH0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU054013(NAD 83)
 EH0721_MARKER: DB = BENCH MARK DISK
 EH0721_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0721+WITH SETTING: INTO GROUND
 EH0721_STAMPING: V 220 1976
 EH0721_MARK LOGO: NGS   
 EH0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0721+STABILITY: SURFACE MOTION
 EH0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0721+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0721
 EH0721  HISTORY     - Date     Condition        Report By
 EH0721  HISTORY     - 1976     MONUMENTED       NGS
 EH0721  HISTORY     - 1985     GOOD             NGS
 EH0721  HISTORY     - 20030331 GOOD             USACE
 EH0721
 EH0721                          STATION DESCRIPTION
 EH0721
 EH0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0721'16.65 MI N FROM MELLWOOD.
 EH0721'16.65 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD
 EH0721'AT MELLWOOD, 0.25 MILES NORTHEAST OF A LARGE GROUP OF BARNS AND SHEDS,
 EH0721'14 FEET EAST OF THE CENTER LINE OF THE LEVEE, 10 FEET EAST OF THE EAST
 EH0721'END OF A CATTLE GUARD, AND 6 FEET SOUTH OF A EAST-WEST FENCE. A DISK
 EH0721'ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A
 EH0721'PIPE PROJECTING +1 INCHES.  1 FOOT BELOW LEVEE.  1 FOOT SOUTH OF A
 EH0721'WITNESS POST.
 EH0721
 EH0721                          STATION RECOVERY (1985)
 EH0721
 EH0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0721'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 3.0 METERS (10.0 FT) EAST OF
 EH0721'THE SOUTHEAST CORNER OF A CATTLE GUARD, AND SET BETWEEN TWO WITNESS
 EH0721'POSTS.
 EH0721
 EH0721                          STATION RECOVERY (2003)
 EH0721
 EH0721'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1004 ***********************************************************************
 EH1004  DESIGNATION -  V 221
 EH1004  PID         -  EH1004
 EH1004  STATE/COUNTY-  AR/PHILLIPS
 EH1004  USGS QUAD   -  HELENA (1982)
 EH1004
 EH1004                         *CURRENT SURVEY CONTROL
 EH1004  ___________________________________________________________________
 EH1004* NAD 83(1986)-  34 32 01.     (N)    090 35 00.     (W)     SCALED    
 EH1004* NAVD 88     -        60.617  (meters)     198.87   (feet)  ADJUSTED  
 EH1004  ___________________________________________________________________
 EH1004  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1004  DYNAMIC HT  -          60.559 (meters)     198.68  (feet)  COMP
 EH1004  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EH1004
 EH1004  VERT ORDER  -  FIRST     CLASS II
 EH1004
 EH1004.The horizontal coordinates were scaled from a topographic map and have
 EH1004.an estimated accuracy of +/- 6 seconds.
 EH1004
 EH1004.The orthometric height was determined by differential leveling
 EH1004.and adjusted by the National Geodetic Survey in June 1991..
 EH1004
 EH1004.The geoid height was determined by GEOID03.
 EH1004
 EH1004.The dynamic height is computed by dividing the NAVD 88
 EH1004.geopotential number by the normal gravity value computed on the
 EH1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1004.degrees latitude (g = 980.6199 gals.).
 EH1004
 EH1004.The modeled gravity was interpolated from observed gravity values.
 EH1004
 EH1004;                    North         East    Units  Estimated Accuracy
 EH1004;SPC AR S     -   607,970.      530,050.      MT  (+/- 180 meters Scaled)
 EH1004
 EH1004                          SUPERSEDED SURVEY CONTROL
 EH1004
 EH1004  NGVD 29 (??/??/??)   60.657  (m)          199.01   (f) ADJUSTED    1 2
 EH1004
 EH1004.Superseded values are not recommended for survey control.
 EH1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1004.See file dsdata.txt to determine how the superseded data were derived.
 EH1004
 EH1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU217239(NAD 83)
 EH1004_MARKER: DB = BENCH MARK DISK
 EH1004_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1004_SP_SET: 20 FT.
 EH1004_MARK LOGO: NGS   
 EH1004_PROJECTION: FLUSH
 EH1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1004_ROD/PIPE-DEPTH: 6.10 meters
 EH1004
 EH1004  HISTORY     - Date     Condition        Report By
 EH1004  HISTORY     - 1976     MONUMENTED       NGS
 EH1004  HISTORY     - 1976     GOOD             NGS
 EH1004  HISTORY     - 1985     GOOD             NGS
 EH1004  HISTORY     - 20001205 GOOD             NGS
 EH1004
 EH1004                          STATION DESCRIPTION
 EH1004
 EH1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1004'0.35 MI N FROM HELENA.
 EH1004'0.35 MILES NORTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH1004'HELENA, 184 FEET SOUTHWEST OF THE CENTER OF A GATE ON THE LEVEE, ABOUT
 EH1004'250 FEET SOUTHEAST OF THE INTERSECTION OF OHIO AND WALKER STREETS, 150
 EH1004'FEET NORTHWEST AND ACROSS LEVEE FROM A FLOOD GATE, 66 FEET NORTHWEST
 EH1004'OF THE CENTER LINE OF THE LEVEE, 15 FEET NORTHEAST OF THE EXTENDED
 EH1004'CENTER LINE OF WALKER STREET, AND 4 FEET SOUTHEAST OF A FENCE AT THE
 EH1004'TOE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A
 EH1004'DEPTH OF 20 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. 40 FEET BELOW
 EH1004'LEVEE 2 FEET NORTHEAST OF A WITNESS POST.
 EH1004
 EH1004                          STATION RECOVERY (1985)
 EH1004
 EH1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH1004'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.6 KM
 EH1004'(0.35 MI) NORTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET IN
 EH1004'HELENA, 56.08 METERS (184.0 FT) SOUTHWEST FROM THEE CENTER OF A GATE
 EH1004'ON THE LEVEE, 76.2 METERS (250.0 FT) SOUTHEAST OF THE INTERSECTION OF
 EH1004'OHIO AND WALKER STREETS, 45.7 METERS (150.0 FT) NORTHWEST AND ACROSS
 EH1004'THE LEVEE FROM A FLOOD GATE, 20.1 METERS (66.0 FT) WEST OF THE CENTER
 EH1004'OF THE LEVEE, 4.6 METERS (15.0 FT) NORTH OF THE EXTENDED CENTER OF
 EH1004'WALKER STREET AND 1.2 METERS (4.0 FT) EAST OF A FENCE AT THE TOE OF
 EH1004'THE LEVEE.  NOTE, A METAL DATUM POINT ON TOP OF A COPPER-CLAD STEEL
 EH1004'ROD INSIDE A 1-INCH PVC PIPE ENCASED IN A 5-INCH PVC PIPE.
 EH1004'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 EH1004'THE MARK IS 12.2 M BELOW TOP OF LEVEE.
 EH1004
 EH1004                          STATION RECOVERY (2000)
 EH1004
 EH1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 EH1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0998 ***********************************************************************
 EH0998  DESIGNATION -  V 222
 EH0998  PID         -  EH0998
 EH0998  STATE/COUNTY-  AR/PHILLIPS
 EH0998  USGS QUAD   -  HELENA (1982)
 EH0998
 EH0998                         *CURRENT SURVEY CONTROL
 EH0998  ___________________________________________________________________
 EH0998* NAD 83(1986)-  34 36 50.     (N)    090 36 56.     (W)     SCALED    
 EH0998* NAVD 88     -        57.468  (meters)     188.54   (feet)  ADJUSTED  
 EH0998  ___________________________________________________________________
 EH0998  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0998  DYNAMIC HT  -          57.413 (meters)     188.36  (feet)  COMP
 EH0998  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 EH0998
 EH0998  VERT ORDER  -  FIRST     CLASS II
 EH0998
 EH0998.The horizontal coordinates were scaled from a topographic map and have
 EH0998.an estimated accuracy of +/- 6 seconds.
 EH0998
 EH0998.The orthometric height was determined by differential leveling
 EH0998.and adjusted by the National Geodetic Survey in June 1991..
 EH0998
 EH0998.The geoid height was determined by GEOID03.
 EH0998
 EH0998.The dynamic height is computed by dividing the NAVD 88
 EH0998.geopotential number by the normal gravity value computed on the
 EH0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0998.degrees latitude (g = 980.6199 gals.).
 EH0998
 EH0998.The modeled gravity was interpolated from observed gravity values.
 EH0998
 EH0998;                    North         East    Units  Estimated Accuracy
 EH0998;SPC AR S     -   616,830.      526,970.      MT  (+/- 180 meters Scaled)
 EH0998
 EH0998                          SUPERSEDED SURVEY CONTROL
 EH0998
 EH0998  NGVD 29 (??/??/??)   57.501  (m)          188.65   (f) ADJUSTED    1 2
 EH0998
 EH0998.Superseded values are not recommended for survey control.
 EH0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0998.See file dsdata.txt to determine how the superseded data were derived.
 EH0998
 EH0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU186328(NAD 83)
 EH0998_MARKER: DB = BENCH MARK DISK
 EH0998_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0998+WITH SETTING: INTO GROUND
 EH0998_STAMPING: V 222 1976
 EH0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0998+STABILITY: SURFACE MOTION
 EH0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0998+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0998
 EH0998  HISTORY     - Date     Condition        Report By
 EH0998  HISTORY     - 1976     MONUMENTED       NGS
 EH0998  HISTORY     - 20030402 GOOD             USACE
 EH0998
 EH0998                          STATION DESCRIPTION
 EH0998
 EH0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0998'7.15 MI N FROM HELENA.
 EH0998'1.65 MILES NORTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0998'HELENA, THENCE 5.5 MILES NORTH ALONG RIVER ROAD, SET IN THE SOUTHEAST
 EH0998'ANGLE OF THE JUNCTION OF A GRAVEL ROAD, 52 FEET SOUTHEAST OF THE
 EH0998'CENTER OF THE JUNCTION, 32 FEET NORTHEAST OF THE CENTER LINE OF RIVER
 EH0998'ROAD, AND 26 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD.  A
 EH0998'DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED
 EH0998'IN A PIPE PROJECTING +0 INCHES.  ABOUT LEVEL WITH ROAD 1 FOOT
 EH0998'NORTHEAST OF A WITNESS POST.
 EH0998
 EH0998                          STATION RECOVERY (2003)
 EH0998
 EH0998'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0842 ***********************************************************************
 DK0842  DESIGNATION -  V 223
 DK0842  PID         -  DK0842
 DK0842  STATE/COUNTY-  AR/DESHA
 DK0842  USGS QUAD   -  YANCOPIN (1972)
 DK0842
 DK0842                         *CURRENT SURVEY CONTROL
 DK0842  ___________________________________________________________________
 DK0842* NAD 83(1986)-  33 54 16.     (N)    091 14 58.     (W)     SCALED    
 DK0842* NAVD 88     -        44.893  (meters)     147.29   (feet)  ADJUSTED  
 DK0842  ___________________________________________________________________
 DK0842  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DK0842  DYNAMIC HT  -          44.848 (meters)     147.14  (feet)  COMP
 DK0842  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 DK0842
 DK0842  VERT ORDER  -  FIRST     CLASS II
 DK0842
 DK0842.The horizontal coordinates were scaled from a topographic map and have
 DK0842.an estimated accuracy of +/- 6 seconds.
 DK0842
 DK0842.The orthometric height was determined by differential leveling
 DK0842.and adjusted by the National Geodetic Survey in June 1991..
 DK0842
 DK0842.The geoid height was determined by GEOID03.
 DK0842
 DK0842.The dynamic height is computed by dividing the NAVD 88
 DK0842.geopotential number by the normal gravity value computed on the
 DK0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0842.degrees latitude (g = 980.6199 gals.).
 DK0842
 DK0842.The modeled gravity was interpolated from observed gravity values.
 DK0842
 DK0842;                    North         East    Units  Estimated Accuracy
 DK0842;SPC AR S     -   537,540.      469,410.      MT  (+/- 180 meters Scaled)
 DK0842
 DK0842                          SUPERSEDED SURVEY CONTROL
 DK0842
 DK0842  NGVD 29 (??/??/??)   44.957  (m)          147.50   (f) ADJUSTED    1 2
 DK0842
 DK0842.Superseded values are not recommended for survey control.
 DK0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0842.See file dsdata.txt to determine how the superseded data were derived.
 DK0842
 DK0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT618529(NAD 83)
 DK0842_MARKER: DB = BENCH MARK DISK
 DK0842_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0842_SP_SET: 4 FEET
 DK0842_STAMPING: V 223 1976
 DK0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0842
 DK0842  HISTORY     - Date     Condition        Report By
 DK0842  HISTORY     - 1976     MONUMENTED       NGS
 DK0842  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK0842
 DK0842                          STATION DESCRIPTION
 DK0842
 DK0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0842'1.0 MI NE FROM WATSON.
 DK0842'1.0 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0842'CROSSING OF STATE HIGHWAY 1 AT WATSON, 42 FEET SOUTHEAST OF CENTER OF
 DK0842'A ROAD, AND 4 FEET NORTHEAST OF A POWERLINE POLE.  A DISK ON TOP OF A
 DK0842'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 DK0842'PROJECTING +2 INCHES.  2 FEET ABOVE ROAD 1 FOOT SOUTHEAST OF A WITNESS
 DK0842'POST.
 DK0842
 DK0842                          STATION RECOVERY (1984)
 DK0842
 DK0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1039 ***********************************************************************
 EH1039  DESIGNATION -  V 224
 EH1039  PID         -  EH1039
 EH1039  STATE/COUNTY-  AR/PHILLIPS
 EH1039  USGS QUAD   -  WEST HELENA (1982)
 EH1039
 EH1039                         *CURRENT SURVEY CONTROL
 EH1039  ___________________________________________________________________
 EH1039* NAD 83(1986)-  34 33 14.     (N)    090 40 16.     (W)     SCALED    
 EH1039* NAVD 88     -        72.456  (meters)     237.72   (feet)  ADJUSTED  
 EH1039  ___________________________________________________________________
 EH1039  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH1039  DYNAMIC HT  -          72.385 (meters)     237.48  (feet)  COMP
 EH1039  MODELED GRAV-     979,667.9   (mgal)                       NAVD 88
 EH1039
 EH1039  VERT ORDER  -  FIRST     CLASS II
 EH1039
 EH1039.The horizontal coordinates were scaled from a topographic map and have
 EH1039.an estimated accuracy of +/- 6 seconds.
 EH1039
 EH1039.The orthometric height was determined by differential leveling
 EH1039.and adjusted by the National Geodetic Survey in June 1991..
 EH1039
 EH1039.The geoid height was determined by GEOID03.
 EH1039
 EH1039.The dynamic height is computed by dividing the NAVD 88
 EH1039.geopotential number by the normal gravity value computed on the
 EH1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1039.degrees latitude (g = 980.6199 gals.).
 EH1039
 EH1039.The modeled gravity was interpolated from observed gravity values.
 EH1039
 EH1039;                    North         East    Units  Estimated Accuracy
 EH1039;SPC AR S     -   610,110.      521,960.      MT  (+/- 180 meters Scaled)
 EH1039
 EH1039                          SUPERSEDED SURVEY CONTROL
 EH1039
 EH1039  NGVD 29 (??/??/??)   72.492  (m)          237.83   (f) ADJUSTED    1 2
 EH1039
 EH1039.Superseded values are not recommended for survey control.
 EH1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1039.See file dsdata.txt to determine how the superseded data were derived.
 EH1039
 EH1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU136260(NAD 83)
 EH1039_MARKER: DB = BENCH MARK DISK
 EH1039_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1039_SP_SET: 64 FT.
 EH1039_STAMPING: V 224 1976
 EH1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1039+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003
 EH1039
 EH1039  HISTORY     - Date     Condition        Report By
 EH1039  HISTORY     - 1976     MONUMENTED       NGS
 EH1039  HISTORY     - 1977     GOOD             NGS
 EH1039  HISTORY     - 20030305 GOOD             USACE
 EH1039
 EH1039                          STATION DESCRIPTION
 EH1039
 EH1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1039'2.5 MI W FROM WEST HELENA.
 EH1039'2.5 MILES WEST ALONG U.S. HIGHWAY 49 FROM THE WEST HELENA BAPTIST
 EH1039'CHURCH, 0.05 MILE NORTH OF U.S. HIGHWAY 49, 32.4 FEET EAST OF THE
 EH1039'CENTER LINE OF STATE HIGHWAY 185, AND 2.3 FEET WEST OF A FENCE CORNER.
 EH1039'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 64 FEET
 EH1039'ENCASED IN A PIPE PROJECTING +1 INCHES.  ABOUT LEVEL WITH HIGHWAY 1
 EH1039'FOOT SOUTH OF A WITNESS POST.
 EH1039
 EH1039                          STATION RECOVERY (1977)
 EH1039
 EH1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EH1039'RECOVERED IN GOOD CONDITION.
 EH1039
 EH1039                          STATION RECOVERY (2003)
 EH1039
 EH1039'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1488 ***********************************************************************
 EH1488  DESIGNATION -  V 225
 EH1488  PID         -  EH1488
 EH1488  STATE/COUNTY-  AR/MONROE
 EH1488  USGS QUAD   -  TURNER (1967)
 EH1488
 EH1488                         *CURRENT SURVEY CONTROL
 EH1488  ___________________________________________________________________
 EH1488* NAD 83(1986)-  34 28 09.     (N)    091 00 29.     (W)     SCALED    
 EH1488* NAVD 88     -        52.508  (meters)     172.27   (feet)  ADJUSTED  
 EH1488  ___________________________________________________________________
 EH1488  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH1488  DYNAMIC HT  -          52.458 (meters)     172.11  (feet)  COMP
 EH1488  MODELED GRAV-     979,669.6   (mgal)                       NAVD 88
 EH1488
 EH1488  VERT ORDER  -  FIRST     CLASS II
 EH1488
 EH1488.The horizontal coordinates were scaled from a topographic map and have
 EH1488.an estimated accuracy of +/- 6 seconds.
 EH1488
 EH1488.The orthometric height was determined by differential leveling
 EH1488.and adjusted by the National Geodetic Survey in August 1993..
 EH1488
 EH1488.The geoid height was determined by GEOID03.
 EH1488
 EH1488.The dynamic height is computed by dividing the NAVD 88
 EH1488.geopotential number by the normal gravity value computed on the
 EH1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1488.degrees latitude (g = 980.6199 gals.).
 EH1488
 EH1488.The modeled gravity was interpolated from observed gravity values.
 EH1488
 EH1488;                    North         East    Units  Estimated Accuracy
 EH1488;SPC AR S     -   600,360.      491,130.      MT  (+/- 180 meters Scaled)
 EH1488
 EH1488                          SUPERSEDED SURVEY CONTROL
 EH1488
 EH1488  NAVD 88 (06/15/91)   52.497  (m)          172.23   (f) UNKNOWN     1 2
 EH1488  NGVD 29 (??/??/??)   52.539  (m)          172.37   (f) ADJUSTED    1 2
 EH1488
 EH1488.Superseded values are not recommended for survey control.
 EH1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1488.See file dsdata.txt to determine how the superseded data were derived.
 EH1488
 EH1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU829159(NAD 83)
 EH1488_MARKER: DB = BENCH MARK DISK
 EH1488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1488_SP_SET: 80 FT
 EH1488_STAMPING: V 225 1976
 EH1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1488+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002
 EH1488
 EH1488  HISTORY     - Date     Condition        Report By
 EH1488  HISTORY     - 1976     MONUMENTED       NGS
 EH1488  HISTORY     - 20020330 GOOD             USACE
 EH1488
 EH1488                          STATION DESCRIPTION
 EH1488
 EH1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1488'7.95 MI SW FROM MARVELL.
 EH1488'7.95 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH1488'MISSOURI AND PACIFIC RAILROAD AT MARVELL, 1 MILE SOUTHWEST OF THE TOWN
 EH1488'OF TURNER, 4.4 MILES SOUTHWEST OF CYPERT, SET 17 FEET SOUTHEAST OF THE
 EH1488'NORTHEAST CORNER OF THE EAST SIDE METHODIST CHURCH, 250 FEET WEST OF
 EH1488'THE INTERSECTION OF HIGHWAYS 1, 39 AND 316, 66 FEET SOUTHWEST OF THE
 EH1488'CENTERLINE OF HIGHWAY 316, 23 FEET NORTHWEST OF A POWER POLE WITH
 EH1488'TRANSFORMER, AND 14 FEET EAST OF THE CHURCH.  A DISK ON TOP OF A
 EH1488'COPPER-COATED STEEL ROD TO A DEPTH OF 80 FEET ENCASED IN A PIPE
 EH1488'PROJECTING +0 INCHES.  2 FEET ABOVE HIGHWAY 2 FEET SOUTHEAST OF A
 EH1488'WITNESS POST.
 EH1488
 EH1488                          STATION RECOVERY (2002)
 EH1488
 EH1488'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0828 ***********************************************************************
 DK0828  DESIGNATION -  V 226
 DK0828  PID         -  DK0828
 DK0828  STATE/COUNTY-  AR/DESHA
 DK0828  USGS QUAD   -  YANCOPIN (1972)
 DK0828
 DK0828                         *CURRENT SURVEY CONTROL
 DK0828  ___________________________________________________________________
 DK0828* NAD 83(1986)-  33 57 08.     (N)    091 12 30.     (W)     SCALED    
 DK0828* NAVD 88     -        52.879  (meters)     173.49   (feet)  ADJUSTED  
 DK0828  ___________________________________________________________________
 DK0828  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0828  DYNAMIC HT  -          52.827 (meters)     173.32  (feet)  COMP
 DK0828  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 DK0828
 DK0828  VERT ORDER  -  FIRST     CLASS II
 DK0828
 DK0828.The horizontal coordinates were scaled from a topographic map and have
 DK0828.an estimated accuracy of +/- 6 seconds.
 DK0828
 DK0828.The orthometric height was determined by differential leveling
 DK0828.and adjusted by the National Geodetic Survey in June 1991..
 DK0828
 DK0828.The geoid height was determined by GEOID03.
 DK0828
 DK0828.The dynamic height is computed by dividing the NAVD 88
 DK0828.geopotential number by the normal gravity value computed on the
 DK0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0828.degrees latitude (g = 980.6199 gals.).
 DK0828
 DK0828.The modeled gravity was interpolated from observed gravity values.
 DK0828
 DK0828;                    North         East    Units  Estimated Accuracy
 DK0828;SPC AR S     -   542,870.      473,170.      MT  (+/- 180 meters Scaled)
 DK0828
 DK0828                          SUPERSEDED SURVEY CONTROL
 DK0828
 DK0828  NGVD 29 (??/??/??)   52.941  (m)          173.69   (f) ADJUSTED    1 2
 DK0828
 DK0828.Superseded values are not recommended for survey control.
 DK0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0828.See file dsdata.txt to determine how the superseded data were derived.
 DK0828
 DK0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT655583(NAD 83)
 DK0828_MARKER: DB = BENCH MARK DISK
 DK0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0828_SP_SET: BRIDGE ABUTMENT
 DK0828_STAMPING: V 226 1976
 DK0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0828
 DK0828  HISTORY     - Date     Condition        Report By
 DK0828  HISTORY     - 1976     MONUMENTED       NGS
 DK0828
 DK0828                          STATION DESCRIPTION
 DK0828
 DK0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0828'1.1 MI NE FROM YANCOPIN.
 DK0828'1.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE OLD
 DK0828'POST OFFICE AT YANCOPIN, 35 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 DK0828'SET IN THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER
 DK0828'THE ARKANSAS RIVER.  3 FEET BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1275 ***********************************************************************
 EJ1275  DESIGNATION -  V 23
 EJ1275  PID         -  EJ1275
 EJ1275  STATE/COUNTY-  AR/PIKE
 EJ1275  USGS QUAD   -  GLENWOOD (1979)
 EJ1275
 EJ1275                         *CURRENT SURVEY CONTROL
 EJ1275  ___________________________________________________________________
 EJ1275* NAD 83(1986)-  34 17 26.     (N)    093 30 25.     (W)     SCALED    
 EJ1275* NAVD 88     -       181.505  (meters)     595.49   (feet)  ADJUSTED  
 EJ1275  ___________________________________________________________________
 EJ1275  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EJ1275  DYNAMIC HT  -         181.322 (meters)     594.89  (feet)  COMP
 EJ1275  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 EJ1275
 EJ1275  VERT ORDER  -  SECOND    CLASS 0
 EJ1275
 EJ1275.The horizontal coordinates were scaled from a topographic map and have
 EJ1275.an estimated accuracy of +/- 6 seconds.
 EJ1275
 EJ1275.The orthometric height was determined by differential leveling
 EJ1275.and adjusted by the National Geodetic Survey in June 1991..
 EJ1275
 EJ1275.The geoid height was determined by GEOID03.
 EJ1275
 EJ1275.The dynamic height is computed by dividing the NAVD 88
 EJ1275.geopotential number by the normal gravity value computed on the
 EJ1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1275.degrees latitude (g = 980.6199 gals.).
 EJ1275
 EJ1275.The modeled gravity was interpolated from observed gravity values.
 EJ1275
 EJ1275;                    North         East    Units  Estimated Accuracy
 EJ1275;SPC AR S     -   581,130.      261,270.      MT  (+/- 180 meters Scaled)
 EJ1275
 EJ1275                          SUPERSEDED SURVEY CONTROL
 EJ1275
 EJ1275  NGVD 29 (??/??/92)  181.482  (m)          595.41   (f) ADJ UNCH    2 0
 EJ1275
 EJ1275.Superseded values are not recommended for survey control.
 EJ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1275.See file dsdata.txt to determine how the superseded data were derived.
 EJ1275
 EJ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT533944(NAD 83)
 EJ1275_MARKER: DB = BENCH MARK DISK
 EJ1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1275_STAMPING: 595.412 V 23 1932
 EJ1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1275+STABILITY: SURFACE MOTION
 EJ1275
 EJ1275  HISTORY     - Date     Condition        Report By
 EJ1275  HISTORY     - 1932     MONUMENTED       CGS
 EJ1275  HISTORY     - 1934     MARK NOT FOUND   NGS
 EJ1275  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1275  HISTORY     - 1977     MARK NOT FOUND   USGS
 EJ1275
 EJ1275                          STATION DESCRIPTION
 EJ1275
 EJ1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ1275'IN ROSBORO.
 EJ1275'AT ROSBORO, PIKE COUNTY, 76 FEET EAST OF THE EAST WALL OF THE MISSOURI
 EJ1275'PACIFIC RAILROAD STATION, 25 FEET SOUTH OF THE SOUTH WALL, AT POLE
 EJ1275'467+02-1/2, DIRECTLY EAST OF THE CROSSING OF AN EAST-AND-WEST ROAD,
 EJ1275'AND 57 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 EJ1275'STAMPED 595.412 V 23 1932 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1275
 EJ1275                          STATION RECOVERY (1962)
 EJ1275
 EJ1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1275'MARK NOT FOUND.
 EJ1275
 EJ1275                          STATION RECOVERY (1977)
 EJ1275
 EJ1275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EJ1275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0948 ***********************************************************************
 EJ0948  DESIGNATION -  V 24
 EJ0948  PID         -  EJ0948
 EJ0948  STATE/COUNTY-  AR/YELL
 EJ0948  USGS QUAD   -  ONYX (1968)
 EJ0948
 EJ0948                         *CURRENT SURVEY CONTROL
 EJ0948  ___________________________________________________________________
 EJ0948* NAD 83(1986)-  34 49 06.     (N)    093 26 53.     (W)     SCALED    
 EJ0948* NAVD 88     -       266.267  (meters)     873.58   (feet)  ADJUSTED  
 EJ0948  ___________________________________________________________________
 EJ0948  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EJ0948  DYNAMIC HT  -         265.996 (meters)     872.69  (feet)  COMP
 EJ0948  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 EJ0948
 EJ0948  VERT ORDER  -  SECOND    CLASS 0
 EJ0948
 EJ0948.The horizontal coordinates were scaled from a topographic map and have
 EJ0948.an estimated accuracy of +/- 6 seconds.
 EJ0948
 EJ0948.The orthometric height was determined by differential leveling
 EJ0948.and adjusted by the National Geodetic Survey in June 1991..
 EJ0948
 EJ0948.The geoid height was determined by GEOID03.
 EJ0948
 EJ0948.The dynamic height is computed by dividing the NAVD 88
 EJ0948.geopotential number by the normal gravity value computed on the
 EJ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0948.degrees latitude (g = 980.6199 gals.).
 EJ0948
 EJ0948.The modeled gravity was interpolated from observed gravity values.
 EJ0948
 EJ0948;                    North         East    Units  Estimated Accuracy
 EJ0948;SPC AR N     -    54,780.      267,520.      MT  (+/- 180 meters Scaled)
 EJ0948
 EJ0948                          SUPERSEDED SURVEY CONTROL
 EJ0948
 EJ0948  NGVD 29 (??/??/92)  266.202  (m)          873.36   (f) ADJ UNCH    2 0
 EJ0948
 EJ0948.Superseded values are not recommended for survey control.
 EJ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0948.See file dsdata.txt to determine how the superseded data were derived.
 EJ0948
 EJ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU590529(NAD 83)
 EJ0948_MARKER: Z = SEE DESCRIPTION
 EJ0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0948_STAMPING: V 24 1932
 EJ0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0948+STABILITY: SURFACE MOTION
 EJ0948
 EJ0948  HISTORY     - Date     Condition        Report By
 EJ0948  HISTORY     - 1932     MONUMENTED       CGS
 EJ0948  HISTORY     - 1935     GOOD             NGS
 EJ0948  HISTORY     - 1965     GOOD             USFS
 EJ0948
 EJ0948                          STATION DESCRIPTION
 EJ0948
 EJ0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0948'3.7 MI S FROM ONYX SCHOOL.
 EJ0948'3.7 MILES SOUTH OF, ALONG ST. HWY. NO. 27, FROM ONYX SCHOOL.  230 FEET
 EJ0948'EAST OF TWO METAL PIPE CULVERTS UNDER HIGHWAY.  150 FEET WEST OF METAL
 EJ0948'PIPE CULVERT UNDER HIGHWAY.  26.4 FEET NORTH OF CENTERLINE OF
 EJ0948'ST.HWY.NO. 27.  7.8 FEET WEST OF PINE TREE 3 FT. IN DIAMETER AT BASE
 EJ0948'WITH X BLAZE ON SOUTH SIDE 5 FT. ABOVE GROUND.  CONCRETE POST SET IN A
 EJ0948'GROUP OF LARGE PINE TREES AT EAST END OF CURVE IN HIGHWAY.
 EJ0948
 EJ0948                          STATION RECOVERY (1965)
 EJ0948
 EJ0948'RECOVERY NOTE BY US FOREST SERVICE 1965
 EJ0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0942 ***********************************************************************
 DK0942  DESIGNATION -  V 240
 DK0942  PID         -  DK0942
 DK0942  STATE/COUNTY-  AR/DESHA
 DK0942  USGS QUAD   -  WINCHESTER (1969)
 DK0942
 DK0942                         *CURRENT SURVEY CONTROL
 DK0942  ___________________________________________________________________
 DK0942* NAD 83(1986)-  33 52 23.     (N)    091 29 18.     (W)     SCALED    
 DK0942* NAVD 88     -        50.184  (meters)     164.65   (feet)  ADJUSTED  
 DK0942  ___________________________________________________________________
 DK0942  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0942  DYNAMIC HT  -          50.134 (meters)     164.48  (feet)  COMP
 DK0942  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DK0942
 DK0942  VERT ORDER  -  FIRST     CLASS II
 DK0942
 DK0942.The horizontal coordinates were scaled from a topographic map and have
 DK0942.an estimated accuracy of +/- 6 seconds.
 DK0942
 DK0942.The orthometric height was determined by differential leveling
 DK0942.and adjusted by the National Geodetic Survey in June 1991..
 DK0942
 DK0942.The geoid height was determined by GEOID03.
 DK0942
 DK0942.The dynamic height is computed by dividing the NAVD 88
 DK0942.geopotential number by the normal gravity value computed on the
 DK0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0942.degrees latitude (g = 980.6199 gals.).
 DK0942
 DK0942.The modeled gravity was interpolated from observed gravity values.
 DK0942
 DK0942;                    North         East    Units  Estimated Accuracy
 DK0942;SPC AR S     -   533,920.      447,340.      MT  (+/- 180 meters Scaled)
 DK0942
 DK0942                          SUPERSEDED SURVEY CONTROL
 DK0942
 DK0942  NGVD 29 (??/??/??)   50.324  (m)          165.10   (f) ADJUSTED    1 2
 DK0942
 DK0942.Superseded values are not recommended for survey control.
 DK0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0942.See file dsdata.txt to determine how the superseded data were derived.
 DK0942
 DK0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT398491(NAD 83)
 DK0942_MARKER: DB = BENCH MARK DISK
 DK0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0942_STAMPING: V 240 1939
 DK0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0942+STABILITY: SURFACE MOTION
 DK0942
 DK0942  HISTORY     - Date     Condition        Report By
 DK0942  HISTORY     - 1939     MONUMENTED       CGS
 DK0942  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0942
 DK0942                          STATION DESCRIPTION
 DK0942
 DK0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0942'1.1 MI S FROM DUMAS.
 DK0942'1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM DUMAS, DESHA
 DK0942'COUNTY, 0.1 MILE SOUTH OF A LUMBER YARD, AT MILEPOST 429, IN LINE WITH
 DK0942'A ROW OF POLES, 48 FEET EAST OF THE EAST RAIL, AND 30 FEET WEST OF THE
 DK0942'CENTERLINE OF OLD U.S. HIGHWAY 65.  A STANDARD DISK, STAMPED V 240
 DK0942'1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1013 ***********************************************************************
 EJ1013  DESIGNATION -  V 241
 EJ1013  PID         -  EJ1013
 EJ1013  STATE/COUNTY-  AR/GARLAND
 EJ1013  USGS QUAD   -  JESSIEVILLE (1976)
 EJ1013
 EJ1013                         *CURRENT SURVEY CONTROL
 EJ1013  ___________________________________________________________________
 EJ1013* NAD 83(1986)-  34 40 01.     (N)    093 05 13.     (W)     SCALED    
 EJ1013* NAVD 88     -       252.823  (meters)     829.47   (feet)  ADJUSTED  
 EJ1013  ___________________________________________________________________
 EJ1013  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EJ1013  DYNAMIC HT  -         252.574 (meters)     828.65  (feet)  COMP
 EJ1013  MODELED GRAV-     979,643.7   (mgal)                       NAVD 88
 EJ1013
 EJ1013  VERT ORDER  -  SECOND    CLASS 0
 EJ1013
 EJ1013.The horizontal coordinates were scaled from a topographic map and have
 EJ1013.an estimated accuracy of +/- 6 seconds.
 EJ1013
 EJ1013.The orthometric height was determined by differential leveling
 EJ1013.and adjusted by the National Geodetic Survey in June 1991..
 EJ1013
 EJ1013.The geoid height was determined by GEOID03.
 EJ1013
 EJ1013.The dynamic height is computed by dividing the NAVD 88
 EJ1013.geopotential number by the normal gravity value computed on the
 EJ1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1013.degrees latitude (g = 980.6199 gals.).
 EJ1013
 EJ1013.The modeled gravity was interpolated from observed gravity values.
 EJ1013
 EJ1013;                    North         East    Units  Estimated Accuracy
 EJ1013;SPC AR S     -   622,390.      300,380.      MT  (+/- 180 meters Scaled)
 EJ1013
 EJ1013                          SUPERSEDED SURVEY CONTROL
 EJ1013
 EJ1013  NGVD 29 (??/??/92)  252.808  (m)          829.42   (f) ADJ UNCH    2 0
 EJ1013
 EJ1013.Superseded values are not recommended for survey control.
 EJ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1013.See file dsdata.txt to determine how the superseded data were derived.
 EJ1013
 EJ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU920361(NAD 83)
 EJ1013_MARKER: DB = BENCH MARK DISK
 EJ1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1013_STAMPING: V 241 1939
 EJ1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1013+STABILITY: SURFACE MOTION
 EJ1013
 EJ1013  HISTORY     - Date     Condition        Report By
 EJ1013  HISTORY     - 1939     MONUMENTED       CGS
 EJ1013  HISTORY     - 1944     GOOD             NGS
 EJ1013  HISTORY     - 19980425 GOOD             USPSQD
 EJ1013
 EJ1013                          STATION DESCRIPTION
 EJ1013
 EJ1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EJ1013'1.0 MI W FROM BLUE SPRINGS.
 EJ1013'1.0 MILE WEST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE ABANDONED
 EJ1013'SCHOOL AT BLUE SPRINGS, GARLAND COUNTY, 27 FEET SOUTH OF THE SECOND
 EJ1013'RAILROAD CROSSING WEST OF TOWN, AND 15 FEET SOUTHEAST OF THE SOUTHEAST
 EJ1013'RAIL.  A STANDARD DISK, STAMPED V 241 1939 AND SET IN THE TOP OF A
 EJ1013'CONCRETE POST.
 EJ1013
 EJ1013                          STATION RECOVERY (1998)
 EJ1013
 EJ1013'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1352 ***********************************************************************
 DK1352  DESIGNATION -  V 243
 DK1352  PID         -  DK1352
 DK1352  STATE/COUNTY-  AR/ASHLEY
 DK1352  USGS QUAD   -  PORTLAND (1960)
 DK1352
 DK1352                         *CURRENT SURVEY CONTROL
 DK1352  ___________________________________________________________________
 DK1352* NAD 83(1986)-  33 13 45.     (N)    091 30 51.     (W)     SCALED    
 DK1352* NAVD 88     -        36.804  (meters)     120.75   (feet)  ADJUSTED  
 DK1352  ___________________________________________________________________
 DK1352  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK1352  DYNAMIC HT  -          36.765 (meters)     120.62  (feet)  COMP
 DK1352  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 DK1352
 DK1352  VERT ORDER  -  FIRST     CLASS II
 DK1352
 DK1352.The horizontal coordinates were scaled from a topographic map and have
 DK1352.an estimated accuracy of +/- 6 seconds.
 DK1352
 DK1352.The orthometric height was determined by differential leveling
 DK1352.and adjusted by the National Geodetic Survey in June 1991..
 DK1352
 DK1352.The geoid height was determined by GEOID03.
 DK1352
 DK1352.The dynamic height is computed by dividing the NAVD 88
 DK1352.geopotential number by the normal gravity value computed on the
 DK1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1352.degrees latitude (g = 980.6199 gals.).
 DK1352
 DK1352.The modeled gravity was interpolated from observed gravity values.
 DK1352
 DK1352;                    North         East    Units  Estimated Accuracy
 DK1352;SPC AR S     -   462,500.      445,290.      MT  (+/- 180 meters Scaled)
 DK1352
 DK1352                          SUPERSEDED SURVEY CONTROL
 DK1352
 DK1352  NGVD 29 (??/??/??)   36.909  (m)          121.09   (f) ADJUSTED    1 2
 DK1352
 DK1352.Superseded values are not recommended for survey control.
 DK1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1352.See file dsdata.txt to determine how the superseded data were derived.
 DK1352
 DK1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS384776(NAD 83)
 DK1352_MARKER: DB = BENCH MARK DISK
 DK1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1352_STAMPING: V-243 1939
 DK1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1352+STABILITY: SURFACE MOTION
 DK1352
 DK1352  HISTORY     - Date     Condition        Report By
 DK1352  HISTORY     - 1939     MONUMENTED       CGS
 DK1352  HISTORY     - 1960     POOR             USGS
 DK1352  HISTORY     - 1971     MARK NOT FOUND   DOD
 DK1352
 DK1352                          STATION DESCRIPTION
 DK1352
 DK1352'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DK1352'0.6 MI S FROM PORTLAND.
 DK1352'ABOUT 0.6 MI SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK1352'STATION AT PORTLAND, ASHLEY COUNTY, IN THE SOUTH PART OF TOWN, AT A
 DK1352'ROAD CROSSING NEAR THE SOUTH END OF A COTTON PRESS, AT POLE 437 + 2,
 DK1352'27 FEET WEST OF WEST RAIL, 25 FEET EAST OF ROAD.  A STANDARD DISK,
 DK1352'STAMPED V 243 1939 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 DK1352'BM WAS FOUND TO BE BROKEN OFF BENEATH GROUND LEVEL, BUT STILL
 DK1352'STANDING.
 DK1352
 DK1352                          STATION RECOVERY (1971)
 DK1352
 DK1352'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1971
 DK1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0796 ***********************************************************************
 EJ0796  DESIGNATION -  V 244
 EJ0796  PID         -  EJ0796
 EJ0796  STATE/COUNTY-  AR/PERRY
 EJ0796  USGS QUAD   -  APLIN (1984)
 EJ0796
 EJ0796                         *CURRENT SURVEY CONTROL
 EJ0796  ___________________________________________________________________
 EJ0796* NAD 83(1986)-  34 53 13.     (N)    092 58 21.     (W)     SCALED    
 EJ0796* NAVD 88     -       362.958  (meters)    1190.80   (feet)  ADJUSTED  
 EJ0796  ___________________________________________________________________
 EJ0796  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 EJ0796  DYNAMIC HT  -         362.596 (meters)    1189.62  (feet)  COMP
 EJ0796  MODELED GRAV-     979,625.7   (mgal)                       NAVD 88
 EJ0796
 EJ0796  VERT ORDER  -  SECOND    CLASS 0
 EJ0796
 EJ0796.The horizontal coordinates were scaled from a topographic map and have
 EJ0796.an estimated accuracy of +/- 6 seconds.
 EJ0796
 EJ0796.The orthometric height was determined by differential leveling
 EJ0796.and adjusted by the National Geodetic Survey in June 1991..
 EJ0796
 EJ0796.The geoid height was determined by GEOID03.
 EJ0796
 EJ0796.The dynamic height is computed by dividing the NAVD 88
 EJ0796.geopotential number by the normal gravity value computed on the
 EJ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0796.degrees latitude (g = 980.6199 gals.).
 EJ0796
 EJ0796.The modeled gravity was interpolated from observed gravity values.
 EJ0796
 EJ0796;                    North         East    Units  Estimated Accuracy
 EJ0796;SPC AR N     -    61,860.      311,100.      MT  (+/- 180 meters Scaled)
 EJ0796
 EJ0796                          SUPERSEDED SURVEY CONTROL
 EJ0796
 EJ0796  NGVD 29 (??/??/92)  362.954  (m)         1190.79   (f) ADJ UNCH    2 0
 EJ0796
 EJ0796.Superseded values are not recommended for survey control.
 EJ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0796.See file dsdata.txt to determine how the superseded data were derived.
 EJ0796
 EJ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU025605(NAD 83)
 EJ0796_MARKER: DB = BENCH MARK DISK
 EJ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0796_STAMPING: V 244 1939
 EJ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0796+STABILITY: SURFACE MOTION
 EJ0796
 EJ0796  HISTORY     - Date     Condition        Report By
 EJ0796  HISTORY     - 1939     MONUMENTED       CGS
 EJ0796  HISTORY     - 1960     GOOD             CGS
 EJ0796
 EJ0796                          STATION DESCRIPTION
 EJ0796
 EJ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EJ0796'11.0 MI SW FROM THORNBURG.
 EJ0796'11.0 MILES SOUTHWEST ALONG THE HOLLIS ROAD FROM THE POST OFFICE AT
 EJ0796'THORNBURG, PERRY COUNTY, 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 7
 EJ0796'FROM THE STEEL BRIDGE OVER SOUTH FOURCHE LA FAVE RIVER AT HOLLIS,
 EJ0796'THENCE 9.1 MILES NORTHEAST ALONG THE HOLLIS-THORNBURG ROAD.  1.0 MILE
 EJ0796'WEST OF THE INTERSECTION OF THE DEBERRIE-FLATSIDE PINNACLE ROAD, ON
 EJ0796'THE TOP OF A SMALL HILL, 100 FEET EAST OF A DIP AND A SMALL FILL, 26
 EJ0796'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 5.8 FEET EAST OF A
 EJ0796'12-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE 4 FEET
 EJ0796'ABOVE THE GROUND.  A STANDARD DISK, STAMPED V 244 1939 AND SET IN THE
 EJ0796'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1557 ***********************************************************************
 EH1557  DESIGNATION -  V 245
 EH1557  PID         -  EH1557
 EH1557  STATE/COUNTY-  AR/JEFFERSON
 EH1557  USGS QUAD   -  MOSCOW (1971)
 EH1557
 EH1557                         *CURRENT SURVEY CONTROL
 EH1557  ___________________________________________________________________
 EH1557* NAD 83(1986)-  34 10 47.     (N)    091 51 36.     (W)     SCALED    
 EH1557* NAVD 88     -        61.435  (meters)     201.56   (feet)  ADJUSTED  
 EH1557  ___________________________________________________________________
 EH1557  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH1557  DYNAMIC HT  -          61.375 (meters)     201.36  (feet)  COMP
 EH1557  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 EH1557
 EH1557  VERT ORDER  -  FIRST     CLASS II
 EH1557
 EH1557.The horizontal coordinates were scaled from a topographic map and have
 EH1557.an estimated accuracy of +/- 6 seconds.
 EH1557
 EH1557.The orthometric height was determined by differential leveling
 EH1557.and adjusted by the National Geodetic Survey in June 1991..
 EH1557
 EH1557.The geoid height was determined by GEOID03.
 EH1557
 EH1557.The dynamic height is computed by dividing the NAVD 88
 EH1557.geopotential number by the normal gravity value computed on the
 EH1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1557.degrees latitude (g = 980.6199 gals.).
 EH1557
 EH1557.The modeled gravity was interpolated from observed gravity values.
 EH1557
 EH1557;                    North         East    Units  Estimated Accuracy
 EH1557;SPC AR S     -   567,830.      412,910.      MT  (+/- 180 meters Scaled)
 EH1557
 EH1557                          SUPERSEDED SURVEY CONTROL
 EH1557
 EH1557  NGVD 29 (??/??/??)   61.521  (m)          201.84   (f) ADJUSTED    1 2
 EH1557
 EH1557.Superseded values are not recommended for survey control.
 EH1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1557.See file dsdata.txt to determine how the superseded data were derived.
 EH1557
 EH1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT050826(NAD 83)
 EH1557_MARKER: DB = BENCH MARK DISK
 EH1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1557_STAMPING: V 245 1938
 EH1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1557+STABILITY: SURFACE MOTION
 EH1557
 EH1557  HISTORY     - Date     Condition        Report By
 EH1557  HISTORY     - 1938     MONUMENTED       CGS
 EH1557  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1557
 EH1557                          STATION DESCRIPTION
 EH1557
 EH1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1557'0.7 MI NW FROM NOBLE LAKE.
 EH1557'0.7 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1557'STATION AT NOBLE LAKE, JEFFERSON COUNTY, 5 FEET NORTH OF POLE 397+24,
 EH1557'AT THE CROSSING OF U.S. HIGHWAY 65, 73 FEET SOUTH OF THE CENTERLINE OF
 EH1557'THE HIGHWAY, AND 33 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 EH1557'STAMPED V 245 1938 AND SET IN THE TOP OF A CONCRETE POST.
 EH1557
 EH1557                          STATION RECOVERY (1964)
 EH1557
 EH1557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0296 ***********************************************************************
 DL0296  DESIGNATION -  V 246
 DL0296  PID         -  DL0296
 DL0296  STATE/COUNTY-  AR/CALHOUN
 DL0296  USGS QUAD   -  CALION (1978)
 DL0296
 DL0296                         *CURRENT SURVEY CONTROL
 DL0296  ___________________________________________________________________
 DL0296* NAD 83(1986)-  33 20 44.     (N)    092 30 50.     (W)     SCALED    
 DL0296* NAVD 88     -        30.250  (meters)      99.25   (feet)  ADJUSTED  
 DL0296  ___________________________________________________________________
 DL0296  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0296  DYNAMIC HT  -          30.218 (meters)      99.14  (feet)  COMP
 DL0296  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 DL0296
 DL0296  VERT ORDER  -  SECOND    CLASS 0
 DL0296
 DL0296.The horizontal coordinates were scaled from a topographic map and have
 DL0296.an estimated accuracy of +/- 6 seconds.
 DL0296
 DL0296.The orthometric height was determined by differential leveling
 DL0296.and adjusted by the National Geodetic Survey in June 1991..
 DL0296
 DL0296.The geoid height was determined by GEOID03.
 DL0296
 DL0296.The dynamic height is computed by dividing the NAVD 88
 DL0296.geopotential number by the normal gravity value computed on the
 DL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0296.degrees latitude (g = 980.6199 gals.).
 DL0296
 DL0296.The modeled gravity was interpolated from observed gravity values.
 DL0296
 DL0296;                    North         East    Units  Estimated Accuracy
 DL0296;SPC AR S     -   475,420.      352,160.      MT  (+/- 180 meters Scaled)
 DL0296
 DL0296                          SUPERSEDED SURVEY CONTROL
 DL0296
 DL0296  NGVD 29 (??/??/92)   30.292  (m)           99.38   (f) ADJ UNCH    2 0
 DL0296
 DL0296.Superseded values are not recommended for survey control.
 DL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0296.See file dsdata.txt to determine how the superseded data were derived.
 DL0296
 DL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS452897(NAD 83)
 DL0296_MARKER: DB = BENCH MARK DISK
 DL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0296_STAMPING: V 246 1938
 DL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0296+STABILITY: SURFACE MOTION
 DL0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0296+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 DL0296
 DL0296  HISTORY     - Date     Condition        Report By
 DL0296  HISTORY     - 1938     MONUMENTED       CGS
 DL0296  HISTORY     - 1964     GOOD             NGS
 DL0296  HISTORY     - 20050919 GOOD             ARHD
 DL0296
 DL0296                          STATION DESCRIPTION
 DL0296
 DL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0296'2.0 MI NE FROM CALION.
 DL0296'2.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0296'RAILROAD FROM THE STATION AT CALION, UNION COUNTY, 50 FEET NORTH OF
 DL0296'THE FIFTH POLE NORTH OF MILEPOST 87, 8-1/4 RAILS SOUTH OF A
 DL0296'SECTION-CAR SIDING, 6 FEET EAST OF THE EAST RAIL, AND ON A FILL.  SET
 DL0296'IN TOP OF CONCRETE POST.
 DL0296
 DL0296                          STATION RECOVERY (2005)
 DL0296
 DL0296'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0538 ***********************************************************************
 FG0538  DESIGNATION -  V 247
 FG0538  PID         -  FG0538
 FG0538  STATE/COUNTY-  AR/VAN BUREN
 FG0538  USGS QUAD   -  ALREAD (1965)
 FG0538
 FG0538                         *CURRENT SURVEY CONTROL
 FG0538  ___________________________________________________________________
 FG0538* NAD 83(1986)-  35 39 44.     (N)    092 37 33.     (W)     SCALED    
 FG0538* NAVD 88     -       433.225  (meters)    1421.34   (feet)  ADJUSTED  
 FG0538  ___________________________________________________________________
 FG0538  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0538  DYNAMIC HT  -         432.812 (meters)    1419.98  (feet)  COMP
 FG0538  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 FG0538
 FG0538  VERT ORDER  -  SECOND    CLASS 0
 FG0538
 FG0538.The horizontal coordinates were scaled from a topographic map and have
 FG0538.an estimated accuracy of +/- 6 seconds.
 FG0538
 FG0538.The orthometric height was determined by differential leveling
 FG0538.and adjusted by the National Geodetic Survey in June 1991..
 FG0538
 FG0538.The geoid height was determined by GEOID03.
 FG0538
 FG0538.The dynamic height is computed by dividing the NAVD 88
 FG0538.geopotential number by the normal gravity value computed on the
 FG0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0538.degrees latitude (g = 980.6199 gals.).
 FG0538
 FG0538.The modeled gravity was interpolated from observed gravity values.
 FG0538
 FG0538;                    North         East    Units  Estimated Accuracy
 FG0538;SPC AR N     -   147,610.      343,340.      MT  (+/- 180 meters Scaled)
 FG0538
 FG0538                          SUPERSEDED SURVEY CONTROL
 FG0538
 FG0538  NGVD 29 (??/??/92)  433.129  (m)         1421.02   (f) ADJ UNCH    2 0
 FG0538
 FG0538.Superseded values are not recommended for survey control.
 FG0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0538.See file dsdata.txt to determine how the superseded data were derived.
 FG0538
 FG0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV338465(NAD 83)
 FG0538_MARKER: DB = BENCH MARK DISK
 FG0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0538_STAMPING: V 247 1939
 FG0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0538+STABILITY: SURFACE MOTION
 FG0538
 FG0538  HISTORY     - Date     Condition        Report By
 FG0538  HISTORY     - 1939     MONUMENTED       CGS
 FG0538
 FG0538                          STATION DESCRIPTION
 FG0538
 FG0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0538'0.9 MI SE FROM COPELAND.
 FG0538'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF THE
 FG0538'DENNARD ROAD AT COPELAND, VAN BUREN COUNTY, 0.2 MILE WEST OF A SMALL
 FG0538'FARMHOUSE, 125 FEET NORTHWEST OF A CONCRETE CULVERT, 37 FEET NORTH OF
 FG0538'THE CENTERLINE OF THE HIGHWAY, AND 16 FEET SOUTHWEST OF A 15-INCH
 FG0538'BLAZED OAK TREE.  A STANDARD DISK, STAMPED V 247 1939 AND SET IN THE
 FG0538'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1582 ***********************************************************************
 EH1582  DESIGNATION -  V 249
 EH1582  PID         -  EH1582
 EH1582  STATE/COUNTY-  AR/LINCOLN
 EH1582  USGS QUAD   -  GRADY (1975)
 EH1582
 EH1582                         *CURRENT SURVEY CONTROL
 EH1582  ___________________________________________________________________
 EH1582* NAD 83(1986)-  34 07 00.     (N)    091 42 00.     (W)     SCALED    
 EH1582* NAVD 88     -        55.898  (meters)     183.39   (feet)  ADJUSTED  
 EH1582  ___________________________________________________________________
 EH1582  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH1582  DYNAMIC HT  -          55.843 (meters)     183.21  (feet)  COMP
 EH1582  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 EH1582
 EH1582  VERT ORDER  -  SECOND    CLASS 0
 EH1582
 EH1582.The horizontal coordinates were scaled from a topographic map and have
 EH1582.an estimated accuracy of +/- 6 seconds.
 EH1582
 EH1582.The orthometric height was determined by differential leveling
 EH1582.and adjusted by the National Geodetic Survey in June 1991..
 EH1582
 EH1582.The geoid height was determined by GEOID03.
 EH1582
 EH1582.The dynamic height is computed by dividing the NAVD 88
 EH1582.geopotential number by the normal gravity value computed on the
 EH1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1582.degrees latitude (g = 980.6199 gals.).
 EH1582
 EH1582.The modeled gravity was interpolated from observed gravity values.
 EH1582
 EH1582;                    North         East    Units  Estimated Accuracy
 EH1582;SPC AR S     -   560,860.      427,680.      MT  (+/- 180 meters Scaled)
 EH1582
 EH1582                          SUPERSEDED SURVEY CONTROL
 EH1582
 EH1582  NGVD 29 (??/??/??)   55.973  (m)          183.64   (f) ADJUSTED    2 0
 EH1582
 EH1582.Superseded values are not recommended for survey control.
 EH1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1582.See file dsdata.txt to determine how the superseded data were derived.
 EH1582
 EH1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT198758(NAD 83)
 EH1582_MARKER: DB = BENCH MARK DISK
 EH1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1582_STAMPING: V 249 1940
 EH1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1582+STABILITY: SURFACE MOTION
 EH1582
 EH1582  HISTORY     - Date     Condition        Report By
 EH1582  HISTORY     - 1940     MONUMENTED       CGS
 EH1582  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1582
 EH1582                          STATION DESCRIPTION
 EH1582
 EH1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1582'2.6 MI N FROM GRADY.
 EH1582'FROM RAILROAD STATION AT GRADY, PROCEED ALONG GRAVELED ROAD TOWARDS
 EH1582'THE LEVEE, GO 2.6 MILES.  BENCH MARK IS STANDARD DISK IN PRE-CAST
 EH1582'CONCRETE POST PROJECTING ABOUT 4 INCHES.  1 FOOT TOWARDS ROAD (WEST)
 EH1582'FROM SOUTHWEST CORNER OF WOODEN FENCE AROUND GARDEN PLOT.  65 FEET
 EH1582'TOWARDS GRADY (SOUTH) FROM ENTRANCE INTO A SMALL BROWN HOUSE.  24 FEET
 EH1582'TOWARDS BOARD FENCE (EAST) FROM CENTER LINE OF ROAD.  A 4 X 4 INCH
 EH1582'CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 4 FEET AT 360 DEG
 EH1582'MAGNETIC FROM BENCH MARK.
 EH1582
 EH1582                          STATION RECOVERY (1964)
 EH1582
 EH1582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0277 ***********************************************************************
 GE0277  DESIGNATION -  V 25
 GE0277  PID         -  GE0277
 GE0277  STATE/COUNTY-  AR/RANDOLPH
 GE0277  USGS QUAD   -  REYNO (1980)
 GE0277
 GE0277                         *CURRENT SURVEY CONTROL
 GE0277  ___________________________________________________________________
 GE0277* NAD 83(1997)-  36 19 07.91965(N)    090 49 54.66326(W)     ADJUSTED  
 GE0277* NAVD 88     -        86.810  (meters)     284.81   (feet)  ADJUSTED  
 GE0277  ___________________________________________________________________
 GE0277  X           -     -74,697.706 (meters)                     COMP
 GE0277  Y           -  -5,144,626.910 (meters)                     COMP
 GE0277  Z           -   3,756,792.886 (meters)                     COMP
 GE0277  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GE0277  ELLIP HEIGHT-          58.32  (meters)          (09/24/01) GPS OBS
 GE0277  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE0277  DYNAMIC HT  -          86.741 (meters)     284.58  (feet)  COMP
 GE0277  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 GE0277
 GE0277  HORZ ORDER  -  FIRST
 GE0277  VERT ORDER  -  FIRST     CLASS II
 GE0277  ELLP ORDER  -  FOURTH    CLASS II
 GE0277
 GE0277.The horizontal coordinates were established by GPS observations
 GE0277.and adjusted by the National Geodetic Survey in September 1999..
 GE0277
 GE0277.The orthometric height was determined by differential leveling
 GE0277.and adjusted by the National Geodetic Survey in June 1991..
 GE0277
 GE0277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0277
 GE0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0277
 GE0277.The ellipsoidal height was determined by GPS observations
 GE0277.and is referenced to NAD 83.
 GE0277
 GE0277.The geoid height was determined by GEOID03.
 GE0277
 GE0277.The dynamic height is computed by dividing the NAVD 88
 GE0277.geopotential number by the normal gravity value computed on the
 GE0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0277.degrees latitude (g = 980.6199 gals.).
 GE0277
 GE0277.The modeled gravity was interpolated from observed gravity values.
 GE0277
 GE0277;                    North         East     Units Scale Factor Converg.
 GE0277;SPC AR N     -   220,909.456   504,898.427   MT  1.00001803   +0 40 47.1
 GE0277;SPC AR N     -   724,767.11  1,656,487.59   sFT  1.00001803   +0 40 47.1
 GE0277;UTM  15      - 4,021,498.097   694,634.427   MT  1.00006677   +1 17 04.4
 GE0277
 GE0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0277!SPC AR N     -   0.99999085  x   1.00001803  =   1.00000888
 GE0277!UTM  15      -   0.99999085  x   1.00006677  =   1.00005762
 GE0277
 GE0277                          SUPERSEDED SURVEY CONTROL
 GE0277
 GE0277  ELLIP H (09/14/99)   58.42   (m)                       GP(       ) 4 1
 GE0277  NAD 83(1986)-  36 19 07.92920(N)    090 49 54.66384(W) AD(       ) 1
 GE0277  NGVD 29 (??/??/92)   86.759  (m)          284.64   (f) ADJ UNCH    1 2
 GE0277
 GE0277.Superseded values are not recommended for survey control.
 GE0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0277.See file dsdata.txt to determine how the superseded data were derived.
 GE0277
 GE0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9463421498(NAD 83)
 GE0277_MARKER: DB = BENCH MARK DISK
 GE0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0277_SP_SET: CONCRETE POST
 GE0277_STAMPING: 284.652 V 25 1932
 GE0277_MARK LOGO: CGS   
 GE0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0277+STABILITY: SURFACE MOTION
 GE0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0277+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 GE0277
 GE0277  HISTORY     - Date     Condition        Report By
 GE0277  HISTORY     - 1932     MONUMENTED       CGS
 GE0277  HISTORY     - 1934     GOOD             NGS
 GE0277  HISTORY     - 19890503 GOOD             NGS
 GE0277  HISTORY     - 19900323 GOOD             NGS
 GE0277  HISTORY     - 20020914 GOOD             USACE
 GE0277  HISTORY     - 20041113 GOOD             COMPDA
 GE0277
 GE0277                          STATION DESCRIPTION
 GE0277
 GE0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0277'1.6 MI SW FROM BIGGERS.
 GE0277'1.6 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0277'FROM THE STATION AT BIGGERS, RANDOLPH COUNTY, 3 1/2 POLES SOUTH
 GE0277'OF MILEPOST 236, 4 RAILS NORTHEAST OF THE CROSSING OF U.S.
 GE0277'HIGHWAY 67, 75 FEET WEST OF THE FENCE AROUND THE GAS-COMPRESSOR
 GE0277'STATION OF THE MISSISSIPPI FUEL CO., AND 35 FEET EAST OF THE
 GE0277'TRACK.  A STANDARD DISK, STAMPED 284.652 V 25 1932 AND SET IN
 GE0277'THE TOP OF A CONCRETE POST.
 GE0277
 GE0277                          STATION RECOVERY (1989)
 GE0277
 GE0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GE0277'THE STATION IS LOCATED ABOUT 14.3 KM (8.90 MI) NORTHEAST OF
 GE0277'POCAHONTAS, 13.2 KM (8.20 MI) NORTHWEST OF DELAPLAINE AND 2.9 KM
 GE0277'(1.80 MI) SOUTHWEST OF BIGGERS.  OWNERSHIP--AR HIGHWAY DEPT.
 GE0277'TO REACH THE STATION FROM THE POST OFFICE IN BIGGERS, GO SOUTHWEST ON
 GE0277'FRONT STREET FOR 2.91 KM (1.80 MI) TO A GRAVELED ROAD ON THE LEFT.
 GE0277'TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR ABOUT 30 M (98.4 FT) TO
 GE0277'THE STATION ON THE LEFT.
 GE0277'THE STATION MARK IS SET 36.3 M (119.1 FT) NORTHEAST OF FENCECORNER,
 GE0277'36.0 M (118.1 FT) EAST OF THE CENTER OF A PAVED ROAD, 14.7 M
 GE0277'(48.2 FT) NORTH OF THE CENTER OF A GRAVELED ROAD AND PROJECTS 5 CM
 GE0277'ABOVE THE SURFACE.
 GE0277'THE STATION IS POTECTED BY TWO ORANGE STEEEL RODS DRIVEN INTO THE
 GE0277'GROUND AND ARE REMOVABLE.
 GE0277'DESCRIBED BY E.J.HANSMANN.
 GE0277
 GE0277                          STATION RECOVERY (1990)
 GE0277
 GE0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0277'STATION IS LOCATED ABOUT 14.3 KM (8.9 MI) NORTHEAST OF POCAHONTAS,
 GE0277'13.2 KM (8.2 MI) NORTHWEST OF DELAPLAINE, AND 2.9 KM (1.8 MI)
 GE0277'SOUTHWEST OF BIGGERS. OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION
 GE0277'DEPARTMENT.
 GE0277'TO REACH FROM THE POST OFFICE IN BIGGERS.  GO SOUTHWEST ON FRONT
 GE0277'STREET AND A PAVED ROAD FOR 2.88 KM (1.79 MI) TO A GRAVELED ROAD ON
 GE0277'THE LEFT.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 100 FEET TO
 GE0277'THE STATION ON THE LEFT.
 GE0277'STAION PROJECTS 5 CM ABOVE THE GROUND. IT IS 36.3 M (119.1 FT)
 GE0277'NORTHEAST OF A FENCE CORNER, 36.0 M (118.1 FT) EAST OF THE CENTER OF A
 GE0277'PAVED ROAD, AND 14.7 M (48.2 FT) NORTH OF THE CENTER OF A GRAVELED
 GE0277'ROAD.
 GE0277'THE STATION IS PROTECTED BY TWO STEEL RODS, PAINTED ORANGE AND BENT
 GE0277'OVER AND STUCK INTO THE GROUND. THEY ARE REMOVABLE.
 GE0277'DESCRIBED BY E.J.HANSMANN. CHECKED BY R.D.BALL.
 GE0277
 GE0277                          STATION RECOVERY (2002)
 GE0277
 GE0277'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0277'RECOVERED IN GOOD CONDITION.
 GE0277
 GE0277                          STATION RECOVERY (2004)
 GE0277
 GE0277'RECOVERY NOTE BY COMPASSDATA INC 2004 (RL)
 GE0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0167 ***********************************************************************
 EJ0167  DESIGNATION -  V 250
 EJ0167  PID         -  EJ0167
 EJ0167  STATE/COUNTY-  AR/PULASKI
 EJ0167  USGS QUAD   -  WOODSON (1987)
 EJ0167
 EJ0167                         *CURRENT SURVEY CONTROL
 EJ0167  ___________________________________________________________________
 EJ0167* NAD 83(1986)-  34 36 06.     (N)    092 11 35.     (W)     SCALED    
 EJ0167* NAVD 88     -        73.388  (meters)     240.77   (feet)  ADJUSTED  
 EJ0167  ___________________________________________________________________
 EJ0167  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EJ0167  DYNAMIC HT  -          73.318 (meters)     240.54  (feet)  COMP
 EJ0167  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 EJ0167
 EJ0167  VERT ORDER  -  SECOND    CLASS 0
 EJ0167
 EJ0167.The horizontal coordinates were scaled from a topographic map and have
 EJ0167.an estimated accuracy of +/- 6 seconds.
 EJ0167
 EJ0167.The orthometric height was determined by differential leveling
 EJ0167.and adjusted by the National Geodetic Survey in June 1991..
 EJ0167
 EJ0167.The geoid height was determined by GEOID03.
 EJ0167
 EJ0167.The dynamic height is computed by dividing the NAVD 88
 EJ0167.geopotential number by the normal gravity value computed on the
 EJ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0167.degrees latitude (g = 980.6199 gals.).
 EJ0167
 EJ0167.The modeled gravity was interpolated from observed gravity values.
 EJ0167
 EJ0167;                    North         East    Units  Estimated Accuracy
 EJ0167;SPC AR S     -   614,640.      382,290.      MT  (+/- 180 meters Scaled)
 EJ0167
 EJ0167                          SUPERSEDED SURVEY CONTROL
 EJ0167
 EJ0167  NGVD 29 (??/??/92)   73.430  (m)          240.91   (f) ADJ UNCH    2 0
 EJ0167
 EJ0167.Superseded values are not recommended for survey control.
 EJ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0167.See file dsdata.txt to determine how the superseded data were derived.
 EJ0167
 EJ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU739291(NAD 83)
 EJ0167_MARKER: DB = BENCH MARK DISK
 EJ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0167_STAMPING: V 250 1940
 EJ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0167+STABILITY: SURFACE MOTION
 EJ0167
 EJ0167  HISTORY     - Date     Condition        Report By
 EJ0167  HISTORY     - 1940     MONUMENTED       CGS
 EJ0167  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0167  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0167  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0167  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0167
 EJ0167                          STATION DESCRIPTION
 EJ0167
 EJ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0167'1.8 MI E FROM WRIGHTSVILLE.
 EJ0167'FROM THE RAILROAD STATION AT WRIGHTSVILLE, PROCEED ALONG GRAVELED ROAD
 EJ0167'TO THE NEGRO BOYS INDUSTRIAL SCHOOL, GO 1.8 MILES.  BENCH MARK IS
 EJ0167'STANDARD DISK IN PRE-CAST CONCRETE POST PROJECTING ABOUT 5 INCHES. 2.5
 EJ0167'FEET WEST OF NORTHEAST CORNER OF THE RED BRICK BUILDING USED AS THE
 EJ0167'MAIN OFFICE OF THE SCHOOL.  2 FEET NORTH OF NORTH SIDE OF BUILDING.
 EJ0167'175 FEET SOUTH OF CENTER LINE OF GRAVELED ROAD FROM WRIGHTSVILLE TO
 EJ0167'THE SCHOOL.
 EJ0167
 EJ0167                          STATION RECOVERY (1984)
 EJ0167
 EJ0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0167'MARK NOT FOUND.
 EJ0167
 EJ0167                          STATION RECOVERY (1984)
 EJ0167
 EJ0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RPS)
 EJ0167'MARK NOT FOUND.
 EJ0167
 EJ0167                          STATION RECOVERY (1988)
 EJ0167
 EJ0167'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ0167'MARK NOT FOUND.
 EJ0167
 EJ0167                          STATION RECOVERY (1990)
 EJ0167
 EJ0167'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0595 ***********************************************************************
 EJ0595  DESIGNATION -  V 251
 EJ0595  PID         -  EJ0595
 EJ0595  STATE/COUNTY-  AR/JEFFERSON
 EJ0595  USGS QUAD   -  WHITE HALL (1984)
 EJ0595
 EJ0595                         *CURRENT SURVEY CONTROL
 EJ0595  ___________________________________________________________________
 EJ0595* NAD 83(1986)-  34 21 48.     (N)    092 03 52.     (W)     SCALED    
 EJ0595* NAVD 88     -        67.231  (meters)     220.57   (feet)  ADJUSTED  
 EJ0595  ___________________________________________________________________
 EJ0595  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EJ0595  DYNAMIC HT  -          67.167 (meters)     220.36  (feet)  COMP
 EJ0595  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EJ0595
 EJ0595  VERT ORDER  -  SECOND    CLASS 0
 EJ0595
 EJ0595.The horizontal coordinates were scaled from a topographic map and have
 EJ0595.an estimated accuracy of +/- 6 seconds.
 EJ0595
 EJ0595.The orthometric height was determined by differential leveling
 EJ0595.and adjusted by the National Geodetic Survey in June 1991..
 EJ0595
 EJ0595.The geoid height was determined by GEOID03.
 EJ0595
 EJ0595.The dynamic height is computed by dividing the NAVD 88
 EJ0595.geopotential number by the normal gravity value computed on the
 EJ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0595.degrees latitude (g = 980.6199 gals.).
 EJ0595
 EJ0595.The modeled gravity was interpolated from observed gravity values.
 EJ0595
 EJ0595;                    North         East    Units  Estimated Accuracy
 EJ0595;SPC AR S     -   588,190.      394,070.      MT  (+/- 180 meters Scaled)
 EJ0595
 EJ0595                          SUPERSEDED SURVEY CONTROL
 EJ0595
 EJ0595  NGVD 29 (??/??/92)   67.265  (m)          220.69   (f) ADJ UNCH    2 0
 EJ0595
 EJ0595.Superseded values are not recommended for survey control.
 EJ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0595.See file dsdata.txt to determine how the superseded data were derived.
 EJ0595
 EJ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU860028(NAD 83)
 EJ0595_MARKER: DB = BENCH MARK DISK
 EJ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0595_STAMPING: V 251 1940
 EJ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0595+STABILITY: SURFACE MOTION
 EJ0595
 EJ0595  HISTORY     - Date     Condition        Report By
 EJ0595  HISTORY     - 1940     MONUMENTED       CGS
 EJ0595  HISTORY     - 20030625 MARK NOT FOUND   USACE
 EJ0595
 EJ0595                          STATION DESCRIPTION
 EJ0595
 EJ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0595'2.9 MI S FROM WRIGHT.
 EJ0595'2.9 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0595'WRIGHT, JEFFERSON COUNTY, 2.1 MILES ALONG A DIRT COUNTY ROAD
 EJ0595'PARALLELING THE LEVEE, 0.3 MILE WEST ALONG A PRIVATE ROAD, 85 FEET
 EJ0595'EAST OF THE CENTER OF A SHARP CURVE IN THE LEVEE, 45 YARDS SOUTHWEST
 EJ0595'OF A FARMHOUSE, 4 FEET SOUTHEAST OF A CORNER FENCE POST, 1 FOOT
 EJ0595'SOUTHWEST OF THE FENCE, AND 4 FEET NORTHWEST OF A 4 BY 4-INCH WHITE
 EJ0595'POST PROJECTING 2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED V 251
 EJ0595'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EJ0595'GROUND.
 EJ0595
 EJ0595                          STATION RECOVERY (2003)
 EJ0595
 EJ0595'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0190 ***********************************************************************
 EJ0190  DESIGNATION -  V 252
 EJ0190  PID         -  EJ0190
 EJ0190  STATE/COUNTY-  AR/PULASKI
 EJ0190  USGS QUAD   -  SWEET HOME (1986)
 EJ0190
 EJ0190                         *CURRENT SURVEY CONTROL
 EJ0190  ___________________________________________________________________
 EJ0190* NAD 83(1986)-  34 38 06.     (N)    092 08 36.     (W)     SCALED    
 EJ0190* NAVD 88     -        74.389  (meters)     244.06   (feet)  ADJUSTED  
 EJ0190  ___________________________________________________________________
 EJ0190  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ0190  DYNAMIC HT  -          74.319 (meters)     243.83  (feet)  COMP
 EJ0190  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 EJ0190
 EJ0190  VERT ORDER  -  SECOND    CLASS 0
 EJ0190
 EJ0190.The horizontal coordinates were scaled from a topographic map and have
 EJ0190.an estimated accuracy of +/- 6 seconds.
 EJ0190
 EJ0190.The orthometric height was determined by differential leveling
 EJ0190.and adjusted by the National Geodetic Survey in June 1991..
 EJ0190
 EJ0190.The geoid height was determined by GEOID03.
 EJ0190
 EJ0190.The dynamic height is computed by dividing the NAVD 88
 EJ0190.geopotential number by the normal gravity value computed on the
 EJ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0190.degrees latitude (g = 980.6199 gals.).
 EJ0190
 EJ0190.The modeled gravity was interpolated from observed gravity values.
 EJ0190
 EJ0190;                    North         East    Units  Estimated Accuracy
 EJ0190;SPC AR S     -   618,330.      386,860.      MT  (+/- 180 meters Scaled)
 EJ0190
 EJ0190                          SUPERSEDED SURVEY CONTROL
 EJ0190
 EJ0190  NGVD 29 (??/??/92)   74.426  (m)          244.18   (f) ADJ UNCH    2 0
 EJ0190
 EJ0190.Superseded values are not recommended for survey control.
 EJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0190.See file dsdata.txt to determine how the superseded data were derived.
 EJ0190
 EJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU785329(NAD 83)
 EJ0190_MARKER: DB = BENCH MARK DISK
 EJ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0190_STAMPING: V 252 1940
 EJ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0190+STABILITY: SURFACE MOTION
 EJ0190
 EJ0190  HISTORY     - Date     Condition        Report By
 EJ0190  HISTORY     - 1940     MONUMENTED       CGS
 EJ0190  HISTORY     - 198505   MARK NOT FOUND   USGS
 EJ0190  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0190
 EJ0190                          STATION DESCRIPTION
 EJ0190
 EJ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0190'1.3 MI S FROM SCOTT.
 EJ0190'1.3 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM SCOTT, PULASKI COUNTY,
 EJ0190'1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO A SMALL WHITE CHURCH,
 EJ0190'0.5 MILE SOUTH ALONG A DIRT ROAD LEADING TO A LARGE GREEN HOUSE, 0.8
 EJ0190'MILE WEST ALONG A DIRT ROAD, 2.6 MILES SOUTH ALONG A ROAD PARALLELING
 EJ0190'THE LEVEE AND LEADING TO GEORGETOWN LANDING, 0.3 MILE WEST OF A POINT
 EJ0190'WHERE THE ROAD JOINS THE LEVEE, 114 FEET EAST OF A DIM-ROAD CROSSING,
 EJ0190'32 FEET NORTHWEST OF THE CENTERLINE OF THE LEVEE, AND 2.4 FEET EAST OF
 EJ0190'A 4 BY 4-INCH WHITE POST PROJECTING 18 INCHES ABOVE GROUND.  A
 EJ0190'STANDARD DISK, STAMPED V 252 1940 AND SET IN THE TOP OF A CONCRETE
 EJ0190'POST PROJECTING 6 INCHES ABOVE GROUND.
 EJ0190
 EJ0190                          STATION RECOVERY (1985)
 EJ0190
 EJ0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0190'MARK NOT FOUND.
 EJ0190
 EJ0190                          STATION RECOVERY (1989)
 EJ0190
 EJ0190'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1224 ***********************************************************************
 FG1224  DESIGNATION -  V 254
 FG1224  PID         -  FG1224
 FG1224  STATE/COUNTY-  AR/LOGAN
 FG1224  USGS QUAD   -  COAL HILL (1993)
 FG1224
 FG1224                         *CURRENT SURVEY CONTROL
 FG1224  ___________________________________________________________________
 FG1224* NAD 83(1986)-  35 22 33.     (N)    093 38 13.     (W)     SCALED    
 FG1224* NAVD 88     -       107.154  (meters)     351.55   (feet)  ADJUSTED  
 FG1224  ___________________________________________________________________
 FG1224  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FG1224  DYNAMIC HT  -         107.054 (meters)     351.23  (feet)  COMP
 FG1224  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FG1224
 FG1224  VERT ORDER  -  SECOND    CLASS 0
 FG1224
 FG1224.The horizontal coordinates were scaled from a topographic map and have
 FG1224.an estimated accuracy of +/- 6 seconds.
 FG1224
 FG1224.The orthometric height was determined by differential leveling
 FG1224.and adjusted by the National Geodetic Survey in June 1991..
 FG1224
 FG1224.The geoid height was determined by GEOID03.
 FG1224
 FG1224.The dynamic height is computed by dividing the NAVD 88
 FG1224.geopotential number by the normal gravity value computed on the
 FG1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1224.degrees latitude (g = 980.6199 gals.).
 FG1224
 FG1224.The modeled gravity was interpolated from observed gravity values.
 FG1224
 FG1224;                    North         East    Units  Estimated Accuracy
 FG1224;SPC AR N     -   116,890.      251,270.      MT  (+/- 180 meters Scaled)
 FG1224
 FG1224                          SUPERSEDED SURVEY CONTROL
 FG1224
 FG1224  NGVD 29 (??/??/92)  107.114  (m)          351.42   (f) ADJ UNCH    2 0
 FG1224
 FG1224.Superseded values are not recommended for survey control.
 FG1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1224.See file dsdata.txt to determine how the superseded data were derived.
 FG1224
 FG1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV421149(NAD 83)
 FG1224_MARKER: DB = BENCH MARK DISK
 FG1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1224_STAMPING: V 254 1940
 FG1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1224+STABILITY: SURFACE MOTION
 FG1224
 FG1224  HISTORY     - Date     Condition        Report By
 FG1224  HISTORY     - 1940     MONUMENTED       CGS
 FG1224  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1224  HISTORY     - 1961     MARK NOT FOUND   USGS
 FG1224
 FG1224                          STATION DESCRIPTION
 FG1224
 FG1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1224'4.6 MI NE FROM KALAMAZOO.
 FG1224'A FARM HOUSE AND OTHER BUILDINGS HAVE BEEN BUILT AT THE SITE OF THIS
 FG1224'MARK AND THE MARK WAS PROBABLY DESTROYED WHEN THIS WAS DONE. THE
 FG1224'OCCUPANTS OF THE FARM HAD NEVER SEEN THE MARK. 0.9 MILE SOUTHEAST
 FG1224'ALONG A GRAVEL ROAD FROM KALAMAZOO, THENCE 0.7 MILE NORTH AND 0.3 MILE
 FG1224'EAST ALONG THE ROAD, THENCE 0.7 MILE EAST ALONG A DIRT ROAD, THENCE
 FG1224'0.5 MILE NORTH AND 1.0 MILE EAST TO A ROAD FORK AND A BEND IN THE
 FG1224'LEVEE.  0.4 MILE NORTH OF THE NORTH END OF A BRIDGE OVER SIX MILE
 FG1224'CREEK,  65 YARDS SOUTHEAST OF THE CURVE IN THE LEVEE AND THE FORK IN
 FG1224'THE ROAD, 97 FEET EAST OF THE TOE OF A SMALL LEVEE, 91 FEET EAST OF
 FG1224'THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE CENTERLINE OF THE
 FG1224'ROAD TO A BARN, 2.5 FEET NORTHWEST OF A FENCE CORNER, 2 FEET WEST OF
 FG1224'THE FENCE AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 FG1224
 FG1224                          STATION RECOVERY (1961)
 FG1224
 FG1224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FG1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0197 ***********************************************************************
 FH0197  DESIGNATION -  V 256
 FH0197  PID         -  FH0197
 FH0197  STATE/COUNTY-  AR/SEBASTIAN
 FH0197  USGS QUAD   -  LAVACA (1997)
 FH0197
 FH0197                         *CURRENT SURVEY CONTROL
 FH0197  ___________________________________________________________________
 FH0197* NAD 83(1986)-  35 20 14.     (N)    094 12 18.     (W)     SCALED    
 FH0197* NAVD 88     -       122.421  (meters)     401.64   (feet)  ADJUSTED  
 FH0197  ___________________________________________________________________
 FH0197  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FH0197  DYNAMIC HT  -         122.306 (meters)     401.27  (feet)  COMP
 FH0197  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FH0197
 FH0197  VERT ORDER  -  SECOND    CLASS 0
 FH0197
 FH0197.The horizontal coordinates were scaled from a topographic map and have
 FH0197.an estimated accuracy of +/- 6 seconds.
 FH0197
 FH0197.The orthometric height was determined by differential leveling
 FH0197.and adjusted by the National Geodetic Survey in June 1991..
 FH0197
 FH0197.The geoid height was determined by GEOID03.
 FH0197
 FH0197.The dynamic height is computed by dividing the NAVD 88
 FH0197.geopotential number by the normal gravity value computed on the
 FH0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0197.degrees latitude (g = 980.6199 gals.).
 FH0197
 FH0197.The modeled gravity was interpolated from observed gravity values.
 FH0197
 FH0197;                    North         East    Units  Estimated Accuracy
 FH0197;SPC AR N     -   113,620.      199,570.      MT  (+/- 180 meters Scaled)
 FH0197
 FH0197                          SUPERSEDED SURVEY CONTROL
 FH0197
 FH0197  NGVD 29 (??/??/92)  122.323  (m)          401.32   (f) ADJ UNCH    2 0
 FH0197
 FH0197.Superseded values are not recommended for survey control.
 FH0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0197.See file dsdata.txt to determine how the superseded data were derived.
 FH0197
 FH0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV904111(NAD 83)
 FH0197_MARKER: DB = BENCH MARK DISK
 FH0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0197_STAMPING: V 256 1940
 FH0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0197+STABILITY: SURFACE MOTION
 FH0197
 FH0197  HISTORY     - Date     Condition        Report By
 FH0197  HISTORY     - 1940     MONUMENTED       CGS
 FH0197  HISTORY     - 1959     GOOD             NGS
 FH0197  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0197
 FH0197                          STATION DESCRIPTION
 FH0197
 FH0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0197'1.8 MI W FROM LAVACA.
 FH0197'1.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FH0197'STATION AT LAVACA, 53 FEET SOUTHWEST OF THE CENTER OF A GRAVEL
 FH0197'ROAD CROSSING, 49 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 1
 FH0197'FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A WHITE
 FH0197'WOODEN WITNESS POST.
 FH0197
 FH0197                          STATION RECOVERY (1984)
 FH0197
 FH0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0197'SEARCHED FOR BUT NOT RECOVERED, THERE IS A WATER METER AT THE SITE OF
 FH0197'THE MARK, POSSIBLY DISTURBED BY THE WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1129 ***********************************************************************
 DL1129  DESIGNATION -  V 258
 DL1129  PID         -  DL1129
 DL1129  STATE/COUNTY-  AR/MILLER
 DL1129  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1129
 DL1129                         *CURRENT SURVEY CONTROL
 DL1129  ___________________________________________________________________
 DL1129* NAD 83(1986)-  33 11 23.     (N)    093 45 26.     (W)     SCALED    
 DL1129* NAVD 88     -        65.618  (meters)     215.28   (feet)  ADJUSTED  
 DL1129  ___________________________________________________________________
 DL1129  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1129  DYNAMIC HT  -          65.547 (meters)     215.05  (feet)  COMP
 DL1129  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 DL1129
 DL1129  VERT ORDER  -  FIRST     CLASS I
 DL1129
 DL1129.The horizontal coordinates were scaled from a topographic map and have
 DL1129.an estimated accuracy of +/- 6 seconds.
 DL1129
 DL1129.The orthometric height was determined by differential leveling
 DL1129.and adjusted by the National Geodetic Survey in June 1991..
 DL1129
 DL1129.The geoid height was determined by GEOID03.
 DL1129
 DL1129.The dynamic height is computed by dividing the NAVD 88
 DL1129.geopotential number by the normal gravity value computed on the
 DL1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1129.degrees latitude (g = 980.6199 gals.).
 DL1129
 DL1129.The modeled gravity was interpolated from observed gravity values.
 DL1129
 DL1129;                    North         East    Units  Estimated Accuracy
 DL1129;SPC AR S     -   459,420.      236,140.      MT  (+/- 180 meters Scaled)
 DL1129
 DL1129                          SUPERSEDED SURVEY CONTROL
 DL1129
 DL1129  NGVD 29 (??/??/??)   65.646  (m)          215.37   (f) ADJUSTED    1 1
 DL1129
 DL1129.Superseded values are not recommended for survey control.
 DL1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1129.See file dsdata.txt to determine how the superseded data were derived.
 DL1129
 DL1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS294725(NAD 83)
 DL1129_MARKER: DB = BENCH MARK DISK
 DL1129_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1129+WITH SETTING: INTO GROUND
 DL1129_SP_SET: METAL ROD WITH BASE PLATE
 DL1129_STAMPING: V 258 1977
 DL1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1129+STABILITY: SURFACE MOTION
 DL1129
 DL1129  HISTORY     - Date     Condition        Report By
 DL1129  HISTORY     - 1977     MONUMENTED       NGS
 DL1129
 DL1129                          STATION DESCRIPTION
 DL1129
 DL1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1129'18.4 MI SW FROM GARLAND.
 DL1129'0.4 MILE SOUTHWST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1129'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG A
 DL1129'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1129'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO A
 DL1129'T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG GRAVEL ROAD
 DL1129'TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG GRAVEL ROAD TO A
 DL1129'T JUNCTION, THENCE 3.7 MILES EAST AND SOUTHERLY ALONG GRAVEL ROAD
 DL1129'TO A T JUNCTION, THENCE 4.1 MILES SOUTH AND SOUTHWEST ALONG A
 DL1129'GRAVEL ROAD, 58 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD
 DL1129'BARN, 54 FEET EAST OF CENTER OF ROAD, AND 5 FEET SOUTHWEST OF
 DL1129'POWER POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1100 ***********************************************************************
 DL1100  DESIGNATION -  V 259
 DL1100  PID         -  DL1100
 DL1100  STATE/COUNTY-  AR/MILLER
 DL1100  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1100
 DL1100                         *CURRENT SURVEY CONTROL
 DL1100  ___________________________________________________________________
 DL1100* NAD 83(1986)-  33 02 20.     (N)    093 50 54.     (W)     SCALED    
 DL1100* NAVD 88     -       104.032  (meters)     341.31   (feet)  ADJUSTED  
 DL1100  ___________________________________________________________________
 DL1100  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL1100  DYNAMIC HT  -         103.919 (meters)     340.94  (feet)  COMP
 DL1100  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 DL1100
 DL1100  VERT ORDER  -  FIRST     CLASS I
 DL1100
 DL1100.The horizontal coordinates were scaled from a topographic map and have
 DL1100.an estimated accuracy of +/- 6 seconds.
 DL1100
 DL1100.The orthometric height was determined by differential leveling
 DL1100.and adjusted by the National Geodetic Survey in June 1991..
 DL1100
 DL1100.The geoid height was determined by GEOID03.
 DL1100
 DL1100.The dynamic height is computed by dividing the NAVD 88
 DL1100.geopotential number by the normal gravity value computed on the
 DL1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1100.degrees latitude (g = 980.6199 gals.).
 DL1100
 DL1100.The modeled gravity was interpolated from observed gravity values.
 DL1100
 DL1100;                    North         East    Units  Estimated Accuracy
 DL1100;SPC AR S     -   442,840.      227,340.      MT  (+/- 180 meters Scaled)
 DL1100
 DL1100                          SUPERSEDED SURVEY CONTROL
 DL1100
 DL1100  NGVD 29 (??/??/??)  104.070  (m)          341.44   (f) ADJUSTED    1 1
 DL1100
 DL1100.Superseded values are not recommended for survey control.
 DL1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1100.See file dsdata.txt to determine how the superseded data were derived.
 DL1100
 DL1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS207559(NAD 83)
 DL1100_MARKER: DB = BENCH MARK DISK
 DL1100_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1100+WITH SETTING: INTO GROUND
 DL1100_SP_SET: METAL ROD WITH BASE PLATE
 DL1100_STAMPING: V 259 1977
 DL1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1100+STABILITY: SURFACE MOTION
 DL1100
 DL1100  HISTORY     - Date     Condition        Report By
 DL1100  HISTORY     - 1977     MONUMENTED       NGS
 DL1100
 DL1100                          STATION DESCRIPTION
 DL1100
 DL1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1100'6.8 MI SE FROM DODDRIDGE.
 DL1100'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1100'U.S. HIGHWAY 71 AT DODDRIDGE TO A FORK, THENCE 0.2 MILE SOUTH
 DL1100'TO A FORK, THENCE 0.6 MILE SOUTH TO A ROAD LEADING WEST,
 DL1100'CONTINUE SOUTHEAST FOR 2.45 MILES TO A JUNCTION, ABOUT 0.2 MILE
 DL1100'NORTHEAST OF NEW HOPE CHURCH, THENCE 1.45 MILES SOUTHEAST ALONG
 DL1100'A GRAVEL ROAD TO A SIDE ROAD LEADING WEST, ABOUT 150 YARDS NORTH
 DL1100'OF A YELLOW HOUSE, 173 FEET SOUTHEAST OF CENTER OF ROAD LEADING
 DL1100'WEST, 16 FEET SOUTHWEST OF CENTER LINE OF MAIN ROAD LEADING
 DL1100'SOUTHEAST, AND 3 FEET NORTHWEST OF A POWER POLE WITH A
 DL1100'TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0068 ***********************************************************************
 GG0068  FBN         -  This is a Federal Base Network Control Station.
 GG0068  DESIGNATION -  V 26
 GG0068  PID         -  GG0068
 GG0068  STATE/COUNTY-  AR/BENTON
 GG0068  USGS QUAD   -  BENTONVILLE SOUTH (1982)
 GG0068
 GG0068                         *CURRENT SURVEY CONTROL
 GG0068  ___________________________________________________________________
 GG0068* NAD 83(1997)-  36 15 19.75893(N)    094 07 52.18515(W)     ADJUSTED  
 GG0068* NAVD 88     -       409.333  (meters)    1342.95   (feet)  ADJUSTED  
 GG0068  ___________________________________________________________________
 GG0068  X           -    -370,976.236 (meters)                     COMP
 GG0068  Y           -  -5,136,211.861 (meters)                     COMP
 GG0068  Z           -   3,751,315.031 (meters)                     COMP
 GG0068  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GG0068  ELLIP HEIGHT-         381.25  (meters)          (07/20/01) GPS OBS
 GG0068  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GG0068  DYNAMIC HT  -         408.969 (meters)    1341.76  (feet)  COMP
 GG0068  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GG0068
 GG0068  HORZ ORDER  -  B
 GG0068  VERT ORDER  -  FIRST     CLASS II
 GG0068  ELLP ORDER  -  FOURTH    CLASS I
 GG0068
 GG0068.The horizontal coordinates were established by GPS observations
 GG0068.and adjusted by the National Geodetic Survey in September 1997..
 GG0068
 GG0068.The orthometric height was determined by differential leveling
 GG0068.and adjusted by the National Geodetic Survey in June 1991..
 GG0068.WARNING-GPS observations at this control monument resulted in a GPS
 GG0068.derived orthometric height which differed from the leveled height by
 GG0068.more than one decimeter (0.1 meter).
 GG0068
 GG0068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0068
 GG0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0068
 GG0068.The ellipsoidal height was determined by GPS observations
 GG0068.and is referenced to NAD 83.
 GG0068
 GG0068.The geoid height was determined by GEOID03.
 GG0068
 GG0068.The dynamic height is computed by dividing the NAVD 88
 GG0068.geopotential number by the normal gravity value computed on the
 GG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0068.degrees latitude (g = 980.6199 gals.).
 GG0068
 GG0068.The modeled gravity was interpolated from observed gravity values.
 GG0068
 GG0068;                    North         East     Units Scale Factor Converg.
 GG0068;SPC AR N     -   215,327.134   208,482.333   MT  1.00000445   -1 14 24.4
 GG0068;SPC AR N     -   706,452.44    683,995.79   sFT  1.00000445   -1 14 24.4
 GG0068;UTM  15      - 4,012,879.760   398,378.860   MT  0.99972724   -0 40 08.4
 GG0068
 GG0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0068!SPC AR N     -   0.99994017  x   1.00000445  =   0.99994462
 GG0068!UTM  15      -   0.99994017  x   0.99972724  =   0.99966742
 GG0068
 GG0068                          SUPERSEDED SURVEY CONTROL
 GG0068
 GG0068  ELLIP H (09/19/97)  381.13   (m)                       GP(       ) 4 1
 GG0068  NAD 83(1997)-  36 15 19.77354(N)    094 07 52.18981(W) AD(       ) 1
 GG0068  NAD 83(1986)-  36 15 19.77476(N)    094 07 52.18857(W) AD(       ) 1
 GG0068  NAVD 88 (12/20/99)  409.33   (m)         1342.9    (f) LEVELING    3  
 GG0068  NGVD 29 (10/05/93)  409.178  (m)         1342.44   (f) ADJUSTED    1 2
 GG0068
 GG0068.Superseded values are not recommended for survey control.
 GG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0068.See file dsdata.txt to determine how the superseded data were derived.
 GG0068
 GG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9837912880(NAD 83)
 GG0068_MARKER: DB = BENCH MARK DISK
 GG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0068_SP_SET: CONCRETE POST
 GG0068_STAMPING: V 26 1932 1342.501
 GG0068_MARK LOGO: CGS   
 GG0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0068+STABILITY: SURFACE MOTION
 GG0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0068+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 GG0068
 GG0068  HISTORY     - Date     Condition        Report By
 GG0068  HISTORY     - 1932     MONUMENTED       CGS
 GG0068  HISTORY     - 1954     GOOD             NGS
 GG0068  HISTORY     - 1987     GOOD             USPSQD
 GG0068  HISTORY     - 1987     GOOD             USPSQD
 GG0068  HISTORY     - 1988     GOOD             USPSQD
 GG0068  HISTORY     - 1988     GOOD             USPSQD
 GG0068  HISTORY     - 19891114 GOOD             NGS
 GG0068  HISTORY     - 19900419 GOOD             NGS
 GG0068  HISTORY     - 19961202 GOOD             NGS
 GG0068  HISTORY     - 19990622 GOOD             NGS
 GG0068  HISTORY     - 20000106 GOOD             NGS
 GG0068  HISTORY     - 20030724 GOOD             ARHD
 GG0068  HISTORY     - 20030919 GOOD             AANDKS
 GG0068
 GG0068                          STATION DESCRIPTION
 GG0068
 GG0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GG0068'AT LOWELL.
 GG0068'AT LOWELL, BENTON COUNTY, 13 RAILS SOUTH OF THE ST. LOUIS-SAN
 GG0068'FRANCISCO RAILWAY STATION, 6-1/4 POLES SOUTH OF MILEPOST 338,
 GG0068'40 FEET EAST OF THE TRACK, AND IN THE PARK ADJACENT TO THE TRACK.
 GG0068'A STANDARD DISK, STAMPED 1342.501 V 26 1932 AND SET IN THE
 GG0068'TOP OF A CONCRETE POST.  NOTE-- DEPOT HAS BEEN REMOVED.
 GG0068
 GG0068                          STATION RECOVERY (1987)
 GG0068
 GG0068'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0068'RECOVERED IN GOOD CONDITION.
 GG0068
 GG0068                          STATION RECOVERY (1987)
 GG0068
 GG0068'RECOVERY NOTE BY US POWER SQUADRON 1987 (VWK)
 GG0068'RECOVERED IN GOOD CONDITION.
 GG0068
 GG0068                          STATION RECOVERY (1988)
 GG0068
 GG0068'RECOVERY NOTE BY US POWER SQUADRON 1988 (VWK)
 GG0068'RECOVERED IN GOOD CONDITION.
 GG0068
 GG0068                          STATION RECOVERY (1988)
 GG0068
 GG0068'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 GG0068'RECOVERED IN GOOD CONDITION.
 GG0068
 GG0068                          STATION RECOVERY (1989)
 GG0068
 GG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0068'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LOWELL,
 GG0068'AT THE INTERSECTION OF JACKSON STREET AND MADISON AVENUE, 51.0 M
 GG0068'(167.3 FT) SOUTH OF THE EXTENDED CENTER OF THE AVENUE, 21.0 M (68.9
 GG0068'FT) WEST OF THE CENTER OF THE STREET, 13.1 M (43.0 FT) EAST OF THE
 GG0068'NEAR RAIL OF THE ARKANSAS AND MISSOURI RAILROAD, 0.5 M (1.6 FT) EAST
 GG0068'OF A WITNESS POST, LEVEL WITH THE STREET, AND IN A CONCRETE MONUMENT
 GG0068'THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 GG0068
 GG0068                          STATION RECOVERY (1990)
 GG0068
 GG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0068'STATION IS LOCATED ABOUT 14.9 KM (9.3 MI) SOUTHEAST OF BENTONVILLE,
 GG0068'8.6 KM (5.3 MI) SOUTH OF ROGERS AND 8.0 KM (5.0 MI) NORTH OF
 GG0068'SPRINGDALE.  OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 GG0068'TO REACH THE STATION FROM THE JUNCTION OF  U.S.HIGHWAYS 71B AND STATE
 GG0068'HIGHWAY 264 IN LOWELL.  GO NORTH ON U.S.HIGHWAY 71B FOR 0.39 KM
 GG0068'(0.24 MI) TO A PAVED CROSSROAD.  TURN RIGHT AND GO EAST ON MCCLURE
 GG0068'AVENUE FOR 0.44 KM (0.27 MI) TO A CROSSROAD JUST PAST A RAILROAD
 GG0068'CROSSING. TURN RIGHT AND GO SOUTH ON JACKSON STREET FOR 0.24 KM
 GG0068'(0.15 MI) TO THE STATION ON THE RIGHT.
 GG0068'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---V 26 1932
 GG0068'1342.501---.  SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT
 GG0068'PROJECTS 10-CM ABOVE THE GROUND.  IT IS 68.4 M (224.4 FT) NORTH OF A
 GG0068'FIRE HYDRANT ABOUT IN LINE WITH THE EXTENDED CENTER OF ADAMS AVENUE,
 GG0068'21.5 M (70.5 FT) WEST-SOUTHWEST OF THE CENTER OF JACKSON STREET, 13.1
 GG0068'M (43.0 FT) EAST-NORTHEAST OF THE NEAR RAIL, AND 0.5 M (1.6 FT) EAST
 GG0068'OF A METAL WITNESS POST.
 GG0068'DESCRIBED BY R.D.BALL
 GG0068
 GG0068                          STATION RECOVERY (1996)
 GG0068
 GG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 GG0068'THE STATION IS LOCATED ABOUT 15 KM (9.30 MI) SOUTHEAST OF BENTONVILLE,
 GG0068'9 KM (5.60 MI) SOUTH OF ROGERS, ON THE EAST SIDE OF THE TOWN OF
 GG0068'LOWELL, BETWEEN A RAILROAD AND A PAVED CITY STREET.
 GG0068'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH FROM THE OVERPASS
 GG0068'AT THE JUNCTION OF U.S. HIGHWAY 71 (IN 1996 THIS HIGHWAY WILL BE
 GG0068'INTERSTATE HIGHWAY 540) AND STATE HIGHWAY 264 (EXIT 59) ON THE WEST
 GG0068'SIDE OF LOWELL, GO EAST ON HIGHWAY 264 (MONROE AVENUE) FOR 1.53 KM
 GG0068'(0.95 MI) TO A PAVED CROSSROAD (U.S. HIGHWAY 71B).  TURN LEFT, NORTH
 GG0068'ON HIGHWAY 71B (NORTH BLOOMINGTON STREET) FOR 0.39 KM (0.25 MI) TO A
 GG0068'PAVED CROSSROAD.  TURN RIGHT, EAST ON MCCLURE AVENUE FOR 0.44 KM (0.25
 GG0068'MI) TO A PAVED CROSSROAD JUST PAST A RAILROAD CROSSING.  TURN RIGHT,
 GG0068'SOUTH ON JACKSON STREET FOR 0.24 KM (0.15 MI) TO THE STATION ON THE
 GG0068'RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 GG0068'PROJECTING 10 CM ABOVE THE GROUND.  IT IS 68.4 M (224.4 FT)
 GG0068'NORTH-NORTHWEST OF A FIRE HYDRANT LOCATED ABOUT IN LINE WITH THE
 GG0068'EXTENDED CENTER OF ADAMS AVENUE, 21.5 M (70.5 FT) WEST-SOUTHWEST OF
 GG0068'THE CENTER OF JACKSON STREET, 13.1 M (43.0 FT) EAST-NORTHEAST OF THE
 GG0068'EAST RAIL OF THE EAST SET OF TRACKS AND 0.5 M (1.6 FT) NORTHEAST OF A
 GG0068'STEEL WITNESS POST.
 GG0068
 GG0068                          STATION RECOVERY (1999)
 GG0068
 GG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 GG0068'RECOVERED AS DESCRIBED.
 GG0068
 GG0068                          STATION RECOVERY (2000)
 GG0068
 GG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 GG0068'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 GG0068'CONDITION.  NOTE-DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE THE
 GG0068'EXIT NUMBER IN THE TO REACH IT SHOULD READ, FROM THE OVERPASS BRIDGE
 GG0068'OF US HIGHWAYS 71 OVER STATE HIGHWAY 264 (EXIT 78) ON THE WEST SIDE OF
 GG0068'LOWELL.
 GG0068
 GG0068                          STATION RECOVERY (2003)
 GG0068
 GG0068'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003 (DW)
 GG0068'RECOVERED AS DESCRIBED.
 GG0068
 GG0068                          STATION RECOVERY (2003)
 GG0068
 GG0068'RECOVERY NOTE BY A AND K SURVEYING 2003 (AKD)
 GG0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1158 ***********************************************************************
 DL1158  DESIGNATION -  V 260
 DL1158  PID         -  DL1158
 DL1158  STATE/COUNTY-  AR/MILLER
 DL1158  USGS QUAD   -  BOYD HILL (1975)
 DL1158
 DL1158                         *CURRENT SURVEY CONTROL
 DL1158  ___________________________________________________________________
 DL1158* NAD 83(1986)-  33 26 53.     (N)    093 44 42.     (W)     SCALED    
 DL1158* NAVD 88     -        72.572  (meters)     238.10   (feet)  ADJUSTED  
 DL1158  ___________________________________________________________________
 DL1158  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DL1158  DYNAMIC HT  -          72.494 (meters)     237.84  (feet)  COMP
 DL1158  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 DL1158
 DL1158  VERT ORDER  -  FIRST     CLASS I
 DL1158
 DL1158.The horizontal coordinates were scaled from a topographic map and have
 DL1158.an estimated accuracy of +/- 6 seconds.
 DL1158
 DL1158.The orthometric height was determined by differential leveling
 DL1158.and adjusted by the National Geodetic Survey in June 1991..
 DL1158
 DL1158.The geoid height was determined by GEOID03.
 DL1158
 DL1158.The dynamic height is computed by dividing the NAVD 88
 DL1158.geopotential number by the normal gravity value computed on the
 DL1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1158.degrees latitude (g = 980.6199 gals.).
 DL1158
 DL1158.The modeled gravity was interpolated from observed gravity values.
 DL1158
 DL1158;                    North         East    Units  Estimated Accuracy
 DL1158;SPC AR S     -   488,050.      237,770.      MT  (+/- 180 meters Scaled)
 DL1158
 DL1158                          SUPERSEDED SURVEY CONTROL
 DL1158
 DL1158  NGVD 29 (??/??/??)   72.594  (m)          238.17   (f) ADJUSTED    1 1
 DL1158
 DL1158.Superseded values are not recommended for survey control.
 DL1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1158.See file dsdata.txt to determine how the superseded data were derived.
 DL1158
 DL1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT307012(NAD 83)
 DL1158_MARKER: DB = BENCH MARK DISK
 DL1158_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1158+WITH SETTING: INTO GROUND
 DL1158_SP_SET: METAL ROD WITH BASE PLATE
 DL1158_STAMPING: V 260 1977
 DL1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1158+STABILITY: SURFACE MOTION
 DL1158
 DL1158  HISTORY     - Date     Condition        Report By
 DL1158  HISTORY     - 1977     MONUMENTED       NGS
 DL1158
 DL1158                          STATION DESCRIPTION
 DL1158
 DL1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1158'3.1 MI NW FROM BECK.
 DL1158'1.3 MILES NORTH ALONG STATE HIGHWAY 296 FROM THE JUNCTION OF US
 DL1158'HIGHWAY 82, THENCE 1.8 MILE NORTH ALONG LEVEE TO A POINT WHERE
 DL1158'OLD LEVEE AND BACK SET LEVEE JOIN, 72 FEET NORTH OF THE CENTER
 DL1158'OF TOP OF LEVEE AND ROAD CROSSING, 9 FEET NORTHEAST OF A FENCE
 DL1158'CORNER AT TOE OF LEVEE AND 2 FEET SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0146 ***********************************************************************
 FH0146  DESIGNATION -  V 28
 FH0146  PID         -  FH0146
 FH0146  STATE/COUNTY-  AR/SEBASTIAN
 FH0146  USGS QUAD   -  FORT SMITH (1987)
 FH0146
 FH0146                         *CURRENT SURVEY CONTROL
 FH0146  ___________________________________________________________________
 FH0146* NAD 83(1986)-  35 24 41.     (N)    094 23 35.     (W)     SCALED    
 FH0146* NAVD 88     -       138.803  (meters)     455.39   (feet)  ADJUSTED  
 FH0146  ___________________________________________________________________
 FH0146  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FH0146  DYNAMIC HT  -         138.672 (meters)     454.96  (feet)  COMP
 FH0146  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FH0146
 FH0146  VERT ORDER  -  FIRST     CLASS II
 FH0146
 FH0146.The horizontal coordinates were scaled from a topographic map and have
 FH0146.an estimated accuracy of +/- 6 seconds.
 FH0146
 FH0146.The orthometric height was determined by differential leveling
 FH0146.and adjusted by the National Geodetic Survey in June 1991..
 FH0146
 FH0146.The geoid height was determined by GEOID03.
 FH0146
 FH0146.The dynamic height is computed by dividing the NAVD 88
 FH0146.geopotential number by the normal gravity value computed on the
 FH0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0146.degrees latitude (g = 980.6199 gals.).
 FH0146
 FH0146.The modeled gravity was interpolated from observed gravity values.
 FH0146
 FH0146;                    North         East    Units  Estimated Accuracy
 FH0146;SPC AR N     -   122,240.      182,680.      MT  (+/- 180 meters Scaled)
 FH0146
 FH0146                          SUPERSEDED SURVEY CONTROL
 FH0146
 FH0146  NGVD 29 (??/??/92)  138.711  (m)          455.09   (f) ADJ UNCH    1 2
 FH0146
 FH0146.Superseded values are not recommended for survey control.
 FH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0146.See file dsdata.txt to determine how the superseded data were derived.
 FH0146
 FH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV735195(NAD 83)
 FH0146_MARKER: DB = BENCH MARK DISK
 FH0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0146_STAMPING: 455.088 V 28 1932
 FH0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0146+STABILITY: SURFACE MOTION
 FH0146
 FH0146  HISTORY     - Date     Condition        Report By
 FH0146  HISTORY     - 1932     MONUMENTED       CGS
 FH0146  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0146
 FH0146                          STATION DESCRIPTION
 FH0146
 FH0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0146'3 MI S FROM VAN BUREN.
 FH0146'IN SEBASTIAN COUNTY, 3.0 MILES SOUTH ALONG THE ST. LOUIS-SAN
 FH0146'FRANCISCO RAILWAY FROM VAN BUREN, CRAWFORD COUNTY, 39 POLES SOUTH
 FH0146'OF MILEPOST 412, 275 YARDS EAST OF A LARGE BRICK SCHOOL, AT A
 FH0146'ROAD CROSSING, 100 FEET WEST OF THE TRACK, 30 FEET WEST OF THE
 FH0146'MISSOURI PACIFIC RAILROAD TRACK, AND 70 FEET SOUTH OF THE
 FH0146'SOUTHEAST CORNER OF THE RADEANT GLASS CO. PLANT.  A STANDARD
 FH0146'DISK, STAMPED 455.088 V 28 1932 AND SET IN THE TOP OF A
 FH0146'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1630 ***********************************************************************
 EJ1630  HT_MOD      -  This is a Height Modernization Survey Station.
 EJ1630  DESIGNATION -  V 287
 EJ1630  PID         -  EJ1630
 EJ1630  STATE/COUNTY-  AR/GRANT
 EJ1630  USGS QUAD   -  REDFIELD (1984)
 EJ1630
 EJ1630                         *CURRENT SURVEY CONTROL
 EJ1630  ___________________________________________________________________
 EJ1630* NAD 83(1997)-  34 29 21.04940(N)    092 12 30.01905(W)     ADJUSTED  
 EJ1630* NAVD 88     -        72.59   (meters)     238.2    (feet)  GPS OBS   
 EJ1630  ___________________________________________________________________
 EJ1630  X           -    -202,791.233 (meters)                     COMP
 EJ1630  Y           -  -5,258,852.743 (meters)                     COMP
 EJ1630  Z           -   3,591,329.006 (meters)                     COMP
 EJ1630  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EJ1630  ELLIP HEIGHT-          46.40  (meters)          (04/05/04) GPS OBS
 EJ1630  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EJ1630
 EJ1630  HORZ ORDER  -  FIRST
 EJ1630  ELLP ORDER  -  SECOND    CLASS I
 EJ1630
 EJ1630.The horizontal coordinates were established by GPS observations
 EJ1630.and adjusted by the National Geodetic Survey in April 2004..
 EJ1630
 EJ1630.The orthometric height was determined by GPS observations and a
 EJ1630.high-resolution geoid model using precise GPS observation and
 EJ1630.processing techniques. It supersedes the leveled height previously
 EJ1630.determined for this station.
 EJ1630
 EJ1630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1630
 EJ1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1630
 EJ1630.The ellipsoidal height was determined by GPS observations
 EJ1630.and is referenced to NAD 83.
 EJ1630
 EJ1630.The geoid height was determined by GEOID03.
 EJ1630
 EJ1630;                    North         East     Units Scale Factor Converg.
 EJ1630;SPC AR S     -   602,161.588   380,864.685   MT  0.99994988   -0 06 59.8
 EJ1630;SPC AR S     - 1,975,591.81  1,249,553.55   sFT  0.99994988   -0 06 59.8
 EJ1630;UTM  15      - 3,816,681.856   572,687.308   MT  0.99966512   +0 26 53.9
 EJ1630
 EJ1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1630!SPC AR S     -   0.99999272  x   0.99994988  =   0.99994260
 EJ1630!UTM  15      -   0.99999272  x   0.99966512  =   0.99965784
 EJ1630
 EJ1630                          SUPERSEDED SURVEY CONTROL
 EJ1630
 EJ1630  NAVD 88 (06/15/91)   72.529  (m)          237.96   (f) ADJUSTED    1 2
 EJ1630
 EJ1630.Superseded values are not recommended for survey control.
 EJ1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1630.See file dsdata.txt to determine how the superseded data were derived.
 EJ1630
 EJ1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7268716682(NAD 83)
 EJ1630_MARKER: DB = BENCH MARK DISK
 EJ1630_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ1630_SP_SET: SET IN NORTH ABUT OF HWY 65
 EJ1630_STAMPING: V 287 1984
 EJ1630_MARK LOGO: NGS   
 EJ1630_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1630
 EJ1630  HISTORY     - Date     Condition        Report By
 EJ1630  HISTORY     - 1984     MONUMENTED       NGS
 EJ1630  HISTORY     - 1988     GOOD             USPSQD
 EJ1630  HISTORY     - 1989     GOOD             USPSQD
 EJ1630  HISTORY     - 1990     GOOD             USPSQD
 EJ1630  HISTORY     - 20020605 GOOD             USACE
 EJ1630
 EJ1630                          STATION DESCRIPTION
 EJ1630
 EJ1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1630'1.8 KM (1.1 MI) SOUTH FROM HENSLEY.
 EJ1630'1.8 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1630'HENSLEY, A DISK SET IN THE NORTHEAST END OF THE NORTH ABUTMENT OF THE
 EJ1630'NORTHBOUND LANE OF U.S. HIGHWAY 65, 5.7 KM (3.55 MI) NORTH ALONG STATE
 EJ1630'HIGHWAY 365 FROM THE JUNCTION OF STATE HIGHWAY 46 IN REDFIELD,
 EJ1630'6.91 METERS (22.7 FT) EAST OF THE CENTER LINE OF THE NORTHBOUND LANE
 EJ1630'OF HIGHWAY 65, 0.15 METERS (0.5 FT) EAST OF THE EAST FACE OF A EAST
 EJ1630'CONCRETE RAIL, 0.18 METERS (0.6 FT) SOUTHWEST OF THE NORTHEAST END OF
 EJ1630'THE NORTHEAST ABUTMENT, AND 0.27 METERS (0.9 FT) SOUTH OF THE SOUTH
 EJ1630'CORNER OF A 0.7 METER (2.3 FT) HIGH RETAINING WALL.
 EJ1630'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 EJ1630'THE MARK IS 0.46 M BELOW HIGHWAY.
 EJ1630
 EJ1630                          STATION RECOVERY (1988)
 EJ1630
 EJ1630'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1630'RECOVERED IN GOOD CONDITION.
 EJ1630
 EJ1630                          STATION RECOVERY (1989)
 EJ1630
 EJ1630'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1630'RECOVERED IN GOOD CONDITION.
 EJ1630
 EJ1630                          STATION RECOVERY (1990)
 EJ1630
 EJ1630'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1630'RECOVERED IN GOOD CONDITION.
 EJ1630
 EJ1630                          STATION RECOVERY (2002)
 EJ1630
 EJ1630'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002
 EJ1630'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1634 ***********************************************************************
 EJ1634  DESIGNATION -  V 288
 EJ1634  PID         -  EJ1634
 EJ1634  STATE/COUNTY-  AR/JEFFERSON
 EJ1634  USGS QUAD   -  REDFIELD (1984)
 EJ1634
 EJ1634                         *CURRENT SURVEY CONTROL
 EJ1634  ___________________________________________________________________
 EJ1634* NAD 83(1986)-  34 26 46.     (N)    092 11 05.     (W)     SCALED    
 EJ1634* NAVD 88     -        94.913  (meters)     311.39   (feet)  ADJUSTED  
 EJ1634  ___________________________________________________________________
 EJ1634  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EJ1634  DYNAMIC HT  -          94.823 (meters)     311.10  (feet)  COMP
 EJ1634  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 EJ1634
 EJ1634  VERT ORDER  -  FIRST     CLASS II
 EJ1634
 EJ1634.The horizontal coordinates were scaled from a topographic map and have
 EJ1634.an estimated accuracy of +/- 6 seconds.
 EJ1634
 EJ1634.The orthometric height was determined by differential leveling
 EJ1634.and adjusted by the National Geodetic Survey in June 1991..
 EJ1634
 EJ1634.The geoid height was determined by GEOID03.
 EJ1634
 EJ1634.The dynamic height is computed by dividing the NAVD 88
 EJ1634.geopotential number by the normal gravity value computed on the
 EJ1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1634.degrees latitude (g = 980.6199 gals.).
 EJ1634
 EJ1634.The modeled gravity was interpolated from observed gravity values.
 EJ1634
 EJ1634;                    North         East    Units  Estimated Accuracy
 EJ1634;SPC AR S     -   597,380.      383,030.      MT  (+/- 180 meters Scaled)
 EJ1634
 EJ1634                          SUPERSEDED SURVEY CONTROL
 EJ1634
 EJ1634.No superseded survey control is available for this station.
 EJ1634
 EJ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU748119(NAD 83)
 EJ1634_MARKER: I = METAL ROD
 EJ1634_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ1634_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ1634_STAMPING: V 288 1984
 EJ1634_MARK LOGO: NGS   
 EJ1634_PROJECTION: FLUSH
 EJ1634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1634+STABILITY: POSITION/ELEVATION WELL
 EJ1634_ROD/PIPE-DEPTH: 11.4 meters
 EJ1634_SLEEVE-DEPTH  : 6.1 meters
 EJ1634
 EJ1634  HISTORY     - Date     Condition        Report By
 EJ1634  HISTORY     - 1984     MONUMENTED       NGS
 EJ1634  HISTORY     - 1988     GOOD             USPSQD
 EJ1634  HISTORY     - 1989     GOOD             USPSQD
 EJ1634  HISTORY     - 1990     GOOD             USPSQD
 EJ1634
 EJ1634                          STATION DESCRIPTION
 EJ1634
 EJ1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1634'IN REDFIELD.
 EJ1634'IN REDFIELD, AT THE POST OFFICE, WHICH IS LOCATED NEAR THE JUNCTION ON
 EJ1634'RAILROAD STREET AND JAMES STREET, 19.5 METERS (64.0 FT) NORTHWEST OF
 EJ1634'THE APPROXIMATE CENTER OF JAMES STREET, 28.7 METERS (94.0 FT)
 EJ1634'NORTHEAST OF THE APPROXIMATE CENTER OF RAILROAD STREET, 2.5 METERS
 EJ1634'(8.1 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST FACE OF THE POST OFFICE,
 EJ1634'2.7 METERS (8.9 FT) NORTHWEST OF A FLAGPOLE, 1.2 METERS (4.0 FT)
 EJ1634'NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK, AND 2.1 METERS (6.9 FT)
 EJ1634'EAST-SOUTHEAST OF THE SOUTH CORNER OF THE POST OFFICE.  NOTE, DRIVEN
 EJ1634'TO GRADUAL REFUSAL.
 EJ1634'THE MARK IS 0.91 M ABOVE JAMES STREET.
 EJ1634
 EJ1634                          STATION RECOVERY (1988)
 EJ1634
 EJ1634'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1634'RECOVERED IN GOOD CONDITION.
 EJ1634
 EJ1634                          STATION RECOVERY (1989)
 EJ1634
 EJ1634'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1634'RECOVERED IN GOOD CONDITION.
 EJ1634
 EJ1634                          STATION RECOVERY (1990)
 EJ1634
 EJ1634'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2589 ***********************************************************************
 EH2589  DESIGNATION -  V 289
 EH2589  PID         -  EH2589
 EH2589  STATE/COUNTY-  AR/JEFFERSON
 EH2589  USGS QUAD   -  MOSCOW (1971)
 EH2589
 EH2589                         *CURRENT SURVEY CONTROL
 EH2589  ___________________________________________________________________
 EH2589* NAD 83(1986)-  34 07 33.     (N)    091 46 15.     (W)     SCALED    
 EH2589* NAVD 88     -        57.016  (meters)     187.06   (feet)  ADJUSTED  
 EH2589  ___________________________________________________________________
 EH2589  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH2589  DYNAMIC HT  -          56.960 (meters)     186.88  (feet)  COMP
 EH2589  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 EH2589
 EH2589  VERT ORDER  -  FIRST     CLASS II
 EH2589
 EH2589.The horizontal coordinates were scaled from a topographic map and have
 EH2589.an estimated accuracy of +/- 6 seconds.
 EH2589
 EH2589.The orthometric height was determined by differential leveling
 EH2589.and adjusted by the National Geodetic Survey in June 1991..
 EH2589
 EH2589.The geoid height was determined by GEOID03.
 EH2589
 EH2589.The dynamic height is computed by dividing the NAVD 88
 EH2589.geopotential number by the normal gravity value computed on the
 EH2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2589.degrees latitude (g = 980.6199 gals.).
 EH2589
 EH2589.The modeled gravity was interpolated from observed gravity values.
 EH2589
 EH2589;                    North         East    Units  Estimated Accuracy
 EH2589;SPC AR S     -   561,860.      421,140.      MT  (+/- 180 meters Scaled)
 EH2589
 EH2589                          SUPERSEDED SURVEY CONTROL
 EH2589
 EH2589.No superseded survey control is available for this station.
 EH2589
 EH2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT133767(NAD 83)
 EH2589_MARKER: I = METAL ROD
 EH2589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2589_SP_SET: STAINLESS STEEL ROD
 EH2589_STAMPING: V 289 1984
 EH2589_MARK LOGO: NGS   
 EH2589_PROJECTION: RECESSED 4 CENTIMETERS
 EH2589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2589_ROD/PIPE-DEPTH: 12.2 meters
 EH2589
 EH2589  HISTORY     - Date     Condition        Report By
 EH2589  HISTORY     - 1984     MONUMENTED       NGS
 EH2589  HISTORY     - 1988     GOOD             USPSQD
 EH2589  HISTORY     - 1989     GOOD             USPSQD
 EH2589  HISTORY     - 1990     GOOD             USPSQD
 EH2589
 EH2589                          STATION DESCRIPTION
 EH2589
 EH2589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2589'3.4 KM (2.15 MI) SE FROM MOSCOW.
 EH2589'3.4 KM (2.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2589'IN MOSCOW, AT THE CENTER ONE OF THREE HOUSES ON THE NORTHEAST SIDE OF
 EH2589'THE HIGHWAY, (A RED BRICK HOUSE), 18.28 METERS (60.0 FT) NORTHEAST OF
 EH2589'THE CENTER LINE OF HIGHWAY 65, 15.24 METERS (50.0 FT) NORTHWEST OF THE
 EH2589'CENTER OF THE GRAVELED DRIVEWAY TO THE RED BRICK HOUSE, 24.38 METERS
 EH2589'(80.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE RED BRICK HOUSE,
 EH2589'0.76 METERS (2.5 FT) SOUTHWEST OF A POWER LINE POLE WITH A TRANSFORMER
 EH2589'NUMBERED KA190301N 25, 1.43 METERS (4.7 FT) WEST OF A GAS METER,
 EH2589'0.91 METERS (3.0 FT) SOUTH OF A TELEPHONE JUNCTION BOX NUMBER 2736,
 EH2589'AND 2.80 METERS (9.2 FT) WEST OF THE CENTER OF A WATER METER COVER.
 EH2589'THE MARK IS 0.82 METERS  SW FROM A WITNESS POST.
 EH2589'THE MARK IS 0.3 M BELOW HIGHWAY.
 EH2589
 EH2589                          STATION RECOVERY (1988)
 EH2589
 EH2589'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK)
 EH2589'RECOVERED IN GOOD CONDITION.
 EH2589
 EH2589                          STATION RECOVERY (1989)
 EH2589
 EH2589'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2589'RECOVERED IN GOOD CONDITION.
 EH2589
 EH2589                          STATION RECOVERY (1990)
 EH2589
 EH2589'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1203 ***********************************************************************
 FG1203  DESIGNATION -  V 29
 FG1203  PID         -  FG1203
 FG1203  STATE/COUNTY-  AR/FRANKLIN
 FG1203  USGS QUAD   -  COAL HILL (1993)
 FG1203
 FG1203                         *CURRENT SURVEY CONTROL
 FG1203  ___________________________________________________________________
 FG1203* NAD 83(1986)-  35 26 53.     (N)    093 43 43.     (W)     SCALED    
 FG1203* NAVD 88     -       158.718  (meters)     520.73   (feet)  ADJUSTED  
 FG1203  ___________________________________________________________________
 FG1203  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FG1203  DYNAMIC HT  -         158.570 (meters)     520.24  (feet)  COMP
 FG1203  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FG1203
 FG1203  VERT ORDER  -  FIRST     CLASS II
 FG1203
 FG1203.The horizontal coordinates were scaled from a topographic map and have
 FG1203.an estimated accuracy of +/- 6 seconds.
 FG1203
 FG1203.The orthometric height was determined by differential leveling
 FG1203.and adjusted by the National Geodetic Survey in June 1991..
 FG1203.WARNING-Repeat measurements at this control monument indicate possible
 FG1203.vertical movement.
 FG1203
 FG1203.The geoid height was determined by GEOID03.
 FG1203
 FG1203.The dynamic height is computed by dividing the NAVD 88
 FG1203.geopotential number by the normal gravity value computed on the
 FG1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1203.degrees latitude (g = 980.6199 gals.).
 FG1203
 FG1203.The modeled gravity was interpolated from observed gravity values.
 FG1203
 FG1203;                    North         East    Units  Estimated Accuracy
 FG1203;SPC AR N     -   125,050.      243,080.      MT  (+/- 180 meters Scaled)
 FG1203
 FG1203                          SUPERSEDED SURVEY CONTROL
 FG1203
 FG1203  NGVD 29 (??/??/92)  158.667  (m)          520.56   (f) ADJ UNCH    1 2
 FG1203
 FG1203.Superseded values are not recommended for survey control.
 FG1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1203.See file dsdata.txt to determine how the superseded data were derived.
 FG1203
 FG1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV338229(NAD 83)
 FG1203_MARKER: DB = BENCH MARK DISK
 FG1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1203_STAMPING: 520.560 V 29 1932
 FG1203_MARK LOGO: CGS   
 FG1203_PROJECTION: PROJECTING 6 CENTIMETERS
 FG1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1203+STABILITY: SURFACE MOTION
 FG1203
 FG1203  HISTORY     - Date     Condition        Report By
 FG1203  HISTORY     - 1932     MONUMENTED       CGS
 FG1203  HISTORY     - 1959     GOOD             NGS
 FG1203  HISTORY     - 1984     GOOD             NGS
 FG1203  HISTORY     - 1987     GOOD             USPSQD
 FG1203  HISTORY     - 1988     GOOD             USPSQD
 FG1203  HISTORY     - 1989     GOOD             USPSQD
 FG1203  HISTORY     - 1989     GOOD             USPSQD
 FG1203
 FG1203                          STATION DESCRIPTION
 FG1203
 FG1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1203'2.0 MI E FROM ALTUS.
 FG1203'THE MARK WAS RECOVERED ABOUT 0.1 MILE EAST OF A CROSSROAD, ABOUT 70
 FG1203'FEET SOUTH OF THE HIGHWAY AND ABOUT DUE SOUTH OF A CONCRETE CULVERT.
 FG1203'THE RAILROAD HAS BEEN ABANDONED AT THIS POINT.  ABOUT 2.0 MILES EAST
 FG1203'ALONG THE MISSOURI PACIFIC RAILROAD FROM ALTUS, FRANKLIN COUNTY, ABOUT
 FG1203'1 POLE EAST OF MILEPOST 456, ABOUT 10 RAILS EAST OF A ROAD CROSSING,
 FG1203'40 FEET NORTH OF THE TRACK, AND ABOUT 70 FEET SOUTH OF US HIGHWAY 64.
 FG1203'A STANDARD DISK STAMPED 520.560 V 29 1932 AND SET IN THE TOP OF A
 FG1203'CONCRETE POST.
 FG1203
 FG1203                          STATION RECOVERY (1984)
 FG1203
 FG1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1203'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.9 KM
 FG1203'(1.85 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 FG1203'HIGHWAY 186 IN ALTUS, WHICH IS ABOUT 400 FEET NORTHWEST OF THE ALTUS
 FG1203'POST OFFICE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, 27.43 METERS
 FG1203'(90.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 64, 29.56 METERS
 FG1203'(97.0 FT) WEST OF THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 FG1203'CULVERT UNDER THE RAILROAD BED, 18.89 METERS (62.0 FT) SOUTH-SOUTHWEST
 FG1203'OF THE SOUTH END OF THE CULVERT UNDER HIGHWAY 64, 12.49 METERS
 FG1203'(41.0 FT) NORTH OF THE CENTER OF THE OLD RAILROAD BED, AND
 FG1203'12.19 METERS (40.0 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 FG1203'THE MARK IS 12.1 METERS  S FROM A WITNESS POST.
 FG1203'THE MARK IS 1.0 M BELOW HIGHWAY 64.
 FG1203
 FG1203                          STATION RECOVERY (1987)
 FG1203
 FG1203'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1203'RECOVERED IN GOOD CONDITION.
 FG1203
 FG1203                          STATION RECOVERY (1988)
 FG1203
 FG1203'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1203'RECOVERED IN GOOD CONDITION.
 FG1203
 FG1203                          STATION RECOVERY (1989)
 FG1203
 FG1203'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1203'RECOVERED IN GOOD CONDITION.
 FG1203
 FG1203                          STATION RECOVERY (1989)
 FG1203
 FG1203'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1678 ***********************************************************************
 EJ1678  DESIGNATION -  V 290
 EJ1678  PID         -  EJ1678
 EJ1678  STATE/COUNTY-  AR/FAULKNER
 EJ1678  USGS QUAD   -  MAYFLOWER (1987)
 EJ1678
 EJ1678                         *CURRENT SURVEY CONTROL
 EJ1678  ___________________________________________________________________
 EJ1678* NAD 83(1986)-  34 55 43.     (N)    092 26 05.     (W)     SCALED    
 EJ1678* NAVD 88     -        87.034  (meters)     285.54   (feet)  ADJUSTED  
 EJ1678  ___________________________________________________________________
 EJ1678  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EJ1678  DYNAMIC HT  -          86.952 (meters)     285.27  (feet)  COMP
 EJ1678  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 EJ1678
 EJ1678  VERT ORDER  -  FIRST     CLASS II
 EJ1678
 EJ1678.The horizontal coordinates were scaled from a topographic map and have
 EJ1678.an estimated accuracy of +/- 6 seconds.
 EJ1678
 EJ1678.The orthometric height was determined by differential leveling
 EJ1678.and adjusted by the National Geodetic Survey in June 1991..
 EJ1678
 EJ1678.The geoid height was determined by GEOID03.
 EJ1678
 EJ1678.The dynamic height is computed by dividing the NAVD 88
 EJ1678.geopotential number by the normal gravity value computed on the
 EJ1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1678.degrees latitude (g = 980.6199 gals.).
 EJ1678
 EJ1678.The modeled gravity was interpolated from observed gravity values.
 EJ1678
 EJ1678;                    North         East    Units  Estimated Accuracy
 EJ1678;SPC AR N     -    66,130.      360,280.      MT  (+/- 180 meters Scaled)
 EJ1678
 EJ1678                          SUPERSEDED SURVEY CONTROL
 EJ1678
 EJ1678  NGVD 29 (06/07/95)   87.089  (m)          285.72   (f) ADJUSTED    1 2
 EJ1678
 EJ1678.Superseded values are not recommended for survey control.
 EJ1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1678.See file dsdata.txt to determine how the superseded data were derived.
 EJ1678
 EJ1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU516652(NAD 83)
 EJ1678_MARKER: I = METAL ROD
 EJ1678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1678_SP_SET: STAINLESS STEEL ROD
 EJ1678_STAMPING: V 290 1984
 EJ1678_MARK LOGO: NGS   
 EJ1678_PROJECTION: FLUSH
 EJ1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1678_ROD/PIPE-DEPTH: 8.53 meters
 EJ1678
 EJ1678  HISTORY     - Date     Condition        Report By
 EJ1678  HISTORY     - 1984     MONUMENTED       NGS
 EJ1678  HISTORY     - 1987     GOOD             USPSQD
 EJ1678  HISTORY     - 1988     GOOD             USPSQD
 EJ1678  HISTORY     - 1989     GOOD             USPSQD
 EJ1678  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1678  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ1678
 EJ1678                          STATION DESCRIPTION
 EJ1678
 EJ1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1678'3.3 KM (2.05 MI) SOUTH FROM MAYFLOWER.
 EJ1678'3.3 KM (2.05 MI) SOUTHWEST ALONG STATE HIGHWAY 365 FROM THE POST
 EJ1678'OFFICE IN MAYFLOWER TO A GRAVEL ROAD LEADING WEST AND THE MARK ON THE
 EJ1678'RIGHT, 18.72 METERS (61.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 EJ1678'HIGHWAY, 18.90 METERS (62.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF
 EJ1678'A GRAVEL ROAD LEADING WEST, AND 2.19 METERS (7.2 FT) SOUTHWEST OF A 14
 EJ1678'INCH CULVERT UNDER THE ROAD.
 EJ1678'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 EJ1678'THE MARK IS 0.91 M ABOVE HIGHWAY.
 EJ1678
 EJ1678                          STATION RECOVERY (1987)
 EJ1678
 EJ1678'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EJ1678'RECOVERED IN GOOD CONDITION.
 EJ1678
 EJ1678                          STATION RECOVERY (1988)
 EJ1678
 EJ1678'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1678'RECOVERED IN GOOD CONDITION.
 EJ1678
 EJ1678                          STATION RECOVERY (1989)
 EJ1678
 EJ1678'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1678'RECOVERED IN GOOD CONDITION.
 EJ1678
 EJ1678                          STATION RECOVERY (1989)
 EJ1678
 EJ1678'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ1678'MARK NOT FOUND.
 EJ1678
 EJ1678                          STATION RECOVERY (1990)
 EJ1678
 EJ1678'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ1678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1557 ***********************************************************************
 FG1557  DESIGNATION -  V 291
 FG1557  PID         -  FG1557
 FG1557  STATE/COUNTY-  AR/CONWAY
 FG1557  USGS QUAD   -  MORRILTON EAST (1990)
 FG1557
 FG1557                         *CURRENT SURVEY CONTROL
 FG1557  ___________________________________________________________________
 FG1557* NAD 83(1986)-  35 09 10.     (N)    092 44 25.     (W)     SCALED    
 FG1557* NAVD 88     -       115.166  (meters)     377.84   (feet)  ADJUSTED  
 FG1557  ___________________________________________________________________
 FG1557  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FG1557  DYNAMIC HT  -         115.057 (meters)     377.48  (feet)  COMP
 FG1557  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 FG1557
 FG1557  VERT ORDER  -  FIRST     CLASS II
 FG1557
 FG1557.The horizontal coordinates were scaled from a topographic map and have
 FG1557.an estimated accuracy of +/- 6 seconds.
 FG1557
 FG1557.The orthometric height was determined by differential leveling
 FG1557.and adjusted by the National Geodetic Survey in June 1991..
 FG1557
 FG1557.The geoid height was determined by GEOID03.
 FG1557
 FG1557.The dynamic height is computed by dividing the NAVD 88
 FG1557.geopotential number by the normal gravity value computed on the
 FG1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1557.degrees latitude (g = 980.6199 gals.).
 FG1557
 FG1557.The modeled gravity was interpolated from observed gravity values.
 FG1557
 FG1557;                    North         East    Units  Estimated Accuracy
 FG1557;SPC AR N     -    91,160.      332,550.      MT  (+/- 180 meters Scaled)
 FG1557
 FG1557                          SUPERSEDED SURVEY CONTROL
 FG1557
 FG1557  NGVD 29 (06/07/95)  115.205  (m)          377.97   (f) ADJUSTED    1 2
 FG1557
 FG1557.Superseded values are not recommended for survey control.
 FG1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1557.See file dsdata.txt to determine how the superseded data were derived.
 FG1557
 FG1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU236900(NAD 83)
 FG1557_MARKER: I = METAL ROD
 FG1557_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1557+WITH SETTING: INFORMATION.
 FG1557_SP_SET: SHALLOW SET METAL ROD
 FG1557_STAMPING: V 291 1984
 FG1557_MARK LOGO: NGS   
 FG1557_PROJECTION: RECESSED 2 CENTIMETERS
 FG1557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1557+STABILITY: POSITION/ELEVATION WELL
 FG1557_ROD/PIPE-DEPTH: 1.83 meters
 FG1557
 FG1557  HISTORY     - Date     Condition        Report By
 FG1557  HISTORY     - 1984     MONUMENTED       NGS
 FG1557  HISTORY     - 1984     GOOD             NGS
 FG1557  HISTORY     - 1987     GOOD             USPSQD
 FG1557  HISTORY     - 1988     GOOD             USPSQD
 FG1557  HISTORY     - 1989     GOOD             USPSQD
 FG1557  HISTORY     - 1989     GOOD             USPSQD
 FG1557  HISTORY     - 19970319 GOOD             USPSQD
 FG1557
 FG1557                          STATION DESCRIPTION
 FG1557
 FG1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1557'IN MORRILTON.
 FG1557'IN MORRILTON, BY A STATUE OF CHRIST AT THE SACRED HEART CATHOLIC
 FG1557'CHURCH WHICH IS 0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET FROM THE
 FG1557'POST OFFICE, THENCE 0.4 KM (0.25 MI) EAST ALONG U.S. HIGHWAY 64
 FG1557'(BROADWAY STREET) TO THE SACRED HEART CATHOLIC CHURCH AND SCHOOL AND
 FG1557'THE MARK ON THE LEFT, 65.65 METERS (215.4 FT) NORTH OF THE CENTERLINE
 FG1557'OF THE HIGHWAY, 32.16 METERS (105.5 FT) WEST-SOUTHWEST OF THE
 FG1557'SOUTHWEST CORNER OF THE CHURCH, 24.20 METERS (79.4 FT) SOUTHEAST OF
 FG1557'THE SOUTHEAST CORNER OF THE SCARED HEART CATHOLIC SCHOOL, 7.77 METERS
 FG1557'(25.5 FT) EAST OF THE CENTER OF A STATUE OF JESUS CHRIST, 3.38 METERS
 FG1557'(11.1 FT) SOUTH OF THE NORTH EDGE OF A 1 FOOT ROCK WALL AROUND THE
 FG1557'STATUE, AND 2.10 M (6.9 FT) EAST OF A FLAGPOLE.  NOTE, THE ROD WAS
 FG1557'DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FG1557'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1557
 FG1557                          STATION RECOVERY (1984)
 FG1557
 FG1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1557'RECOVERED IN GOOD CONDITION.
 FG1557
 FG1557                          STATION RECOVERY (1987)
 FG1557
 FG1557'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1557'RECOVERED IN GOOD CONDITION.
 FG1557
 FG1557                          STATION RECOVERY (1988)
 FG1557
 FG1557'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1557'RECOVERED IN GOOD CONDITION.
 FG1557
 FG1557                          STATION RECOVERY (1989)
 FG1557
 FG1557'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1557'RECOVERED IN GOOD CONDITION.
 FG1557
 FG1557                          STATION RECOVERY (1989)
 FG1557
 FG1557'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1557'RECOVERED IN GOOD CONDITION.
 FG1557
 FG1557                          STATION RECOVERY (1997)
 FG1557
 FG1557'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1595 ***********************************************************************
 FG1595  DESIGNATION -  V 292
 FG1595  PID         -  FG1595
 FG1595  STATE/COUNTY-  AR/POPE
 FG1595  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1595
 FG1595                         *CURRENT SURVEY CONTROL
 FG1595  ___________________________________________________________________
 FG1595* NAD 83(1986)-  35 19 19.     (N)    093 12 07.     (W)     SCALED    
 FG1595* NAVD 88     -       110.703  (meters)     363.20   (feet)  ADJUSTED  
 FG1595  ___________________________________________________________________
 FG1595  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FG1595  DYNAMIC HT  -         110.598 (meters)     362.85  (feet)  COMP
 FG1595  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 FG1595
 FG1595  VERT ORDER  -  FIRST     CLASS II
 FG1595
 FG1595.The horizontal coordinates were scaled from a topographic map and have
 FG1595.an estimated accuracy of +/- 6 seconds.
 FG1595
 FG1595.The orthometric height was determined by differential leveling
 FG1595.and adjusted by the National Geodetic Survey in June 1991..
 FG1595
 FG1595.The geoid height was determined by GEOID03.
 FG1595
 FG1595.The dynamic height is computed by dividing the NAVD 88
 FG1595.geopotential number by the normal gravity value computed on the
 FG1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1595.degrees latitude (g = 980.6199 gals.).
 FG1595
 FG1595.The modeled gravity was interpolated from observed gravity values.
 FG1595
 FG1595;                    North         East    Units  Estimated Accuracy
 FG1595;SPC AR N     -   110,350.      290,720.      MT  (+/- 180 meters Scaled)
 FG1595
 FG1595                          SUPERSEDED SURVEY CONTROL
 FG1595
 FG1595.No superseded survey control is available for this station.
 FG1595
 FG1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV816087(NAD 83)
 FG1595_MARKER: I = METAL ROD
 FG1595_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1595+WITH SETTING: INFORMATION.
 FG1595_SP_SET: SHALLOW SET METAL ROD
 FG1595_STAMPING: V 292 1984
 FG1595_MARK LOGO: NGS   
 FG1595_PROJECTION: RECESSED 3 CENTIMETERS
 FG1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1595+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 FG1595_ROD/PIPE-DEPTH: 2.43 meters
 FG1595
 FG1595  HISTORY     - Date     Condition        Report By
 FG1595  HISTORY     - 1984     MONUMENTED       NGS
 FG1595  HISTORY     - 1987     GOOD             USPSQD
 FG1595  HISTORY     - 1988     GOOD             USPSQD
 FG1595  HISTORY     - 1989     GOOD             USPSQD
 FG1595  HISTORY     - 1989     GOOD             USPSQD
 FG1595  HISTORY     - 20050527 GOOD             GEOCAC
 FG1595
 FG1595                          STATION DESCRIPTION
 FG1595
 FG1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1595'5.2 KM (3.25 MI) EAST FROM LONDON.
 FG1595'5.2 KM (3.25 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1595'LONDON, AT POWERLINE POLE NUMBER 68 1/2 WITH TWO TRANSFORMERS ON THE
 FG1595'SOUTH SIDE OF THE HIHGWAY, SOUTH ACROSS THE HIGHWAY FROM A TALL POLE
 FG1595'NUMBER 3 Z 1 WITH A CIVIL DEFENCE SIREN AT THE TOP, 28.04 METERS
 FG1595'(92.00 FT) SOUTH OF SIREN POLE NUMBER 3 Z 1, 13.86 METERS (45.50 FT)
 FG1595'SOUTH OF THE CENTERLINE OF HIGHWAY 64, 1.58 METERS (5.20 FT) WEST OF A
 FG1595'TELEPHONE JUNCTION BOX NUMBER 900 42 AND 0.73 METERS (2.40 FT) EAST OF
 FG1595'POWERLINE POLE NUMBER 68 1/2 WITH TRANSFORMERS.  NOTE, ROD DRIVEN TO
 FG1595'REFUSAL AND ANCHORED AT THIS DEPTH.
 FG1595'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FG1595'THE MARK IS 0.3 M BELOW HIGHWAY 64.
 FG1595
 FG1595                          STATION RECOVERY (1987)
 FG1595
 FG1595'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1595'RECOVERED IN GOOD CONDITION.
 FG1595
 FG1595                          STATION RECOVERY (1988)
 FG1595
 FG1595'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1595'RECOVERED IN GOOD CONDITION.
 FG1595
 FG1595                          STATION RECOVERY (1989)
 FG1595
 FG1595'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1595'RECOVERED IN GOOD CONDITION.
 FG1595
 FG1595                          STATION RECOVERY (1989)
 FG1595
 FG1595'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1595'RECOVERED IN GOOD CONDITION.
 FG1595
 FG1595                          STATION RECOVERY (2005)
 FG1595
 FG1595'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FG1595'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1585 ***********************************************************************
 FG1585  DESIGNATION -  V 293
 FG1585  PID         -  FG1585
 FG1585  STATE/COUNTY-  AR/POPE
 FG1585  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1585
 FG1585                         *CURRENT SURVEY CONTROL
 FG1585  ___________________________________________________________________
 FG1585* NAD 83(1986)-  35 15 37.     (N)    093 03 48.     (W)     SCALED    
 FG1585* NAVD 88     -       136.512  (meters)     447.87   (feet)  ADJUSTED  
 FG1585  ___________________________________________________________________
 FG1585  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FG1585  DYNAMIC HT  -         136.383 (meters)     447.45  (feet)  COMP
 FG1585  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 FG1585
 FG1585  VERT ORDER  -  FIRST     CLASS II
 FG1585
 FG1585.The horizontal coordinates were scaled from a topographic map and have
 FG1585.an estimated accuracy of +/- 6 seconds.
 FG1585
 FG1585.The orthometric height was determined by differential leveling
 FG1585.and adjusted by the National Geodetic Survey in June 1991..
 FG1585
 FG1585.The geoid height was determined by GEOID03.
 FG1585
 FG1585.The dynamic height is computed by dividing the NAVD 88
 FG1585.geopotential number by the normal gravity value computed on the
 FG1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1585.degrees latitude (g = 980.6199 gals.).
 FG1585
 FG1585.The modeled gravity was interpolated from observed gravity values.
 FG1585
 FG1585;                    North         East    Units  Estimated Accuracy
 FG1585;SPC AR N     -   103,360.      303,250.      MT  (+/- 180 meters Scaled)
 FG1585
 FG1585                          SUPERSEDED SURVEY CONTROL
 FG1585
 FG1585.No superseded survey control is available for this station.
 FG1585
 FG1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV942019(NAD 83)
 FG1585_MARKER: I = METAL ROD
 FG1585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1585+WITH SETTING: INFORMATION.
 FG1585_SP_SET: SHALLOW SET METAL ROD
 FG1585_STAMPING: V 293 1984
 FG1585_MARK LOGO: NGS   
 FG1585_PROJECTION: RECESSED 3 CENTIMETERS
 FG1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1585_ROD/PIPE-DEPTH: 2.29 meters
 FG1585
 FG1585  HISTORY     - Date     Condition        Report By
 FG1585  HISTORY     - 1984     MONUMENTED       NGS
 FG1585  HISTORY     - 1987     GOOD             USPSQD
 FG1585  HISTORY     - 1988     GOOD             USPSQD
 FG1585  HISTORY     - 1989     GOOD             USPSQD
 FG1585
 FG1585                          STATION DESCRIPTION
 FG1585
 FG1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1585'7.6 KM (4.7 MI) SE FROM RUSSELLVILLE.
 FG1585'0.2 KM (0.1 MI) WEST ALONG SECOND STREET FROM THE POST OFFICE IN
 FG1585'RUSSELLVILLE, THENCE 0.2 KM (0.1 MI) NORTH ALONG ARKANSAS AVENUE,
 FG1585'THENCE 7.2 KM (4.5 MI) EAST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE
 FG1585'RIGHT, 11.49 METERS (37.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FG1585'HIGHWAY, 5.67 METERS (18.6 FT) SOUTHEAST OF THE GUY WIRE ANCHOR FOR A
 FG1585'POWERLINE POLE, 1.19 METERS (3.9 FT) NORTHEAST OF A FENCE LINE, AND
 FG1585'0.55 METERS (1.8 FT) NORTH OF A POWERLINE POLE WITH ONE GUY ANCHOR.
 FG1585'NOTE, ROD DRIVEN TO REFUSAL.
 FG1585'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FG1585'THE MARK IS 0.15 M BELOW HIGHWAY.
 FG1585
 FG1585                          STATION RECOVERY (1987)
 FG1585
 FG1585'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1585'RECOVERED IN GOOD CONDITION.
 FG1585
 FG1585                          STATION RECOVERY (1988)
 FG1585
 FG1585'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1585'RECOVERED IN GOOD CONDITION.
 FG1585
 FG1585                          STATION RECOVERY (1989)
 FG1585
 FG1585'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1623 ***********************************************************************
 FG1623  DESIGNATION -  V 294
 FG1623  PID         -  FG1623
 FG1623  STATE/COUNTY-  AR/JOHNSON
 FG1623  USGS QUAD   -  HARTMAN (1993)
 FG1623
 FG1623                         *CURRENT SURVEY CONTROL
 FG1623  ___________________________________________________________________
 FG1623* NAD 83(1986)-  35 28 21.     (N)    093 30 43.     (W)     SCALED    
 FG1623* NAVD 88     -       126.766  (meters)     415.90   (feet)  ADJUSTED  
 FG1623  ___________________________________________________________________
 FG1623  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FG1623  DYNAMIC HT  -         126.649 (meters)     415.51  (feet)  COMP
 FG1623  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 FG1623
 FG1623  VERT ORDER  -  FIRST     CLASS II
 FG1623
 FG1623.The horizontal coordinates were scaled from a topographic map and have
 FG1623.an estimated accuracy of +/- 6 seconds.
 FG1623
 FG1623.The orthometric height was determined by differential leveling
 FG1623.and adjusted by the National Geodetic Survey in June 1991..
 FG1623
 FG1623.The geoid height was determined by GEOID03.
 FG1623
 FG1623.The dynamic height is computed by dividing the NAVD 88
 FG1623.geopotential number by the normal gravity value computed on the
 FG1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1623.degrees latitude (g = 980.6199 gals.).
 FG1623
 FG1623.The modeled gravity was interpolated from observed gravity values.
 FG1623
 FG1623;                    North         East    Units  Estimated Accuracy
 FG1623;SPC AR N     -   127,430.      262,790.      MT  (+/- 180 meters Scaled)
 FG1623
 FG1623                          SUPERSEDED SURVEY CONTROL
 FG1623
 FG1623.No superseded survey control is available for this station.
 FG1623
 FG1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV535255(NAD 83)
 FG1623_MARKER: I = METAL ROD
 FG1623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1623_SP_SET: STAINLESS STEEL ROD
 FG1623_STAMPING: V 294
 FG1623_MARK LOGO: NGS   
 FG1623_PROJECTION: FLUSH
 FG1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1623_ROD/PIPE-DEPTH: 4.75 meters
 FG1623
 FG1623  HISTORY     - Date     Condition        Report By
 FG1623  HISTORY     - 1984     MONUMENTED       NGS
 FG1623  HISTORY     - 1987     GOOD             USPSQD
 FG1623  HISTORY     - 1987     GOOD             USPSQD
 FG1623  HISTORY     - 1988     GOOD             USPSQD
 FG1623  HISTORY     - 1989     GOOD             USPSQD
 FG1623  HISTORY     - 1990     GOOD             USPSQD
 FG1623
 FG1623                          STATION DESCRIPTION
 FG1623
 FG1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1623'4.3 KM (2.7 MI) WEST FROM CLARKSVILLE.
 FG1623'4.3 KM (2.7 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE IN
 FG1623'CLARKSVIILLE, AT THE JUNCTION OF STATE HIGHWAY 352 WEST, 10.97 METERS
 FG1623'(36.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 64, 13.25 METERS
 FG1623'(43.5 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 352 WEST,
 FG1623'0.73 METERS (2.4 FT) NORTH-NORTHWEST OF POWERLINE POLE NUMBER 800 85.
 FG1623'NOTE, ROD DRIVEN TO REFUSAL.
 FG1623'THE MARK IS 0.85 METERS  NNW FROM A WITNESS POST.
 FG1623'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1623
 FG1623                          STATION RECOVERY (1987)
 FG1623
 FG1623'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1623'RECOVERED IN GOOD CONDITION.
 FG1623
 FG1623                          STATION RECOVERY (1987)
 FG1623
 FG1623'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1623'RECOVERED IN GOOD CONDITION.
 FG1623
 FG1623                          STATION RECOVERY (1988)
 FG1623
 FG1623'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1623'RECOVERED IN GOOD CONDITION.
 FG1623
 FG1623                          STATION RECOVERY (1989)
 FG1623
 FG1623'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1623'RECOVERED IN GOOD CONDITION.
 FG1623
 FG1623                          STATION RECOVERY (1990)
 FG1623
 FG1623'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0778 ***********************************************************************
 FH0778  DESIGNATION -  V 295
 FH0778  PID         -  FH0778
 FH0778  STATE/COUNTY-  AR/SEBASTIAN
 FH0778  USGS QUAD   -  MULBERRY (1987)
 FH0778
 FH0778                         *CURRENT SURVEY CONTROL
 FH0778  ___________________________________________________________________
 FH0778* NAD 83(1986)-  35 23 59.     (N)    094 07 11.     (W)     SCALED    
 FH0778* NAVD 88     -       124.566  (meters)     408.68   (feet)  ADJUSTED  
 FH0778  ___________________________________________________________________
 FH0778  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FH0778  DYNAMIC HT  -         124.451 (meters)     408.30  (feet)  COMP
 FH0778  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FH0778
 FH0778  VERT ORDER  -  FIRST     CLASS II
 FH0778
 FH0778.The horizontal coordinates were scaled from a topographic map and have
 FH0778.an estimated accuracy of +/- 6 seconds.
 FH0778
 FH0778.The orthometric height was determined by differential leveling
 FH0778.and adjusted by the National Geodetic Survey in June 1991..
 FH0778
 FH0778.The geoid height was determined by GEOID03.
 FH0778
 FH0778.The dynamic height is computed by dividing the NAVD 88
 FH0778.geopotential number by the normal gravity value computed on the
 FH0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0778.degrees latitude (g = 980.6199 gals.).
 FH0778
 FH0778.The modeled gravity was interpolated from observed gravity values.
 FH0778
 FH0778;                    North         East    Units  Estimated Accuracy
 FH0778;SPC AR N     -   120,380.      207,470.      MT  (+/- 180 meters Scaled)
 FH0778
 FH0778                          SUPERSEDED SURVEY CONTROL
 FH0778
 FH0778.No superseded survey control is available for this station.
 FH0778
 FH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV983179(NAD 83)
 FH0778_MARKER: I = METAL ROD
 FH0778_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0778+WITH SETTING: INFORMATION.
 FH0778_SP_SET: SHALLOW SET METAL ROD
 FH0778_STAMPING: V 295 1984
 FH0778_MARK LOGO: NGS   
 FH0778_PROJECTION: FLUSH
 FH0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0778_ROD/PIPE-DEPTH: 2.13 meters
 FH0778
 FH0778  HISTORY     - Date     Condition        Report By
 FH0778  HISTORY     - 1984     MONUMENTED       NGS
 FH0778  HISTORY     - 1987     GOOD             USPSQD
 FH0778  HISTORY     - 1988     GOOD             USPSQD
 FH0778  HISTORY     - 1989     GOOD             USPSQD
 FH0778  HISTORY     - 1990     GOOD             USPSQD
 FH0778
 FH0778                          STATION DESCRIPTION
 FH0778
 FH0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0778'12.7 KM (7.9 MI) EAST FROM LAVACA.
 FH0778'12.7 KM (7.9 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0778'LAVACA TO THE MARK ON THE RIGHT, 13.5 METERS (44.3 FT) EAST OF THE
 FH0778'CENTERLINE OF HIGHWAY 96, 33.1 METERS (108. 6 FT) NORTHWEST OF THE
 FH0778'NORTHWEST CORNER OF A BRICK HOUSE, 22.25 METERS (73.0 FT) NORTH OF THE
 FH0778'APPROXIMATE CENTER OF A DRIVEWAY, 10.36 METERS (34.0 FT) SOUTH OF A
 FH0778'CORNER POST, AND 0.98 METERS (3.2 FT) EAST OF A POWERLINE POLE.
 FH0778'THE MARK IS 0.98 METERS  E FROM A WITNESS POST.
 FH0778'THE MARK IS 0.30 M ABOVE HIGHWAY 96.
 FH0778
 FH0778                          STATION RECOVERY (1987)
 FH0778
 FH0778'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0778'RECOVERED IN GOOD CONDITION.
 FH0778
 FH0778                          STATION RECOVERY (1988)
 FH0778
 FH0778'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0778'RECOVERED IN GOOD CONDITION.
 FH0778
 FH0778                          STATION RECOVERY (1989)
 FH0778
 FH0778'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0778'RECOVERED IN GOOD CONDITION.
 FH0778
 FH0778                          STATION RECOVERY (1990)
 FH0778
 FH0778'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1649 ***********************************************************************
 FG1649  DESIGNATION -  V 296
 FG1649  PID         -  FG1649
 FG1649  STATE/COUNTY-  AR/FRANKLIN
 FG1649  USGS QUAD   -  OZARK (1993)
 FG1649
 FG1649                         *CURRENT SURVEY CONTROL
 FG1649  ___________________________________________________________________
 FG1649* NAD 83(1986)-  35 26 28.     (N)    093 51 08.     (W)     SCALED    
 FG1649* NAVD 88     -       148.313  (meters)     486.59   (feet)  ADJUSTED  
 FG1649  ___________________________________________________________________
 FG1649  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FG1649  DYNAMIC HT  -         148.176 (meters)     486.14  (feet)  COMP
 FG1649  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FG1649
 FG1649  VERT ORDER  -  FIRST     CLASS II
 FG1649
 FG1649.The horizontal coordinates were scaled from a topographic map and have
 FG1649.an estimated accuracy of +/- 6 seconds.
 FG1649
 FG1649.The orthometric height was determined by differential leveling
 FG1649.and adjusted by the National Geodetic Survey in June 1991..
 FG1649
 FG1649.The geoid height was determined by GEOID03.
 FG1649
 FG1649.The dynamic height is computed by dividing the NAVD 88
 FG1649.geopotential number by the normal gravity value computed on the
 FG1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1649.degrees latitude (g = 980.6199 gals.).
 FG1649
 FG1649.The modeled gravity was interpolated from observed gravity values.
 FG1649
 FG1649;                    North         East    Units  Estimated Accuracy
 FG1649;SPC AR N     -   124,480.      231,850.      MT  (+/- 180 meters Scaled)
 FG1649
 FG1649                          SUPERSEDED SURVEY CONTROL
 FG1649
 FG1649.No superseded survey control is available for this station.
 FG1649
 FG1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV226222(NAD 83)
 FG1649_MARKER: DB = BENCH MARK DISK
 FG1649_SETTING: 66 = SET IN ROCK OUTCROP
 FG1649_SP_SET: ROCK OUTCROP
 FG1649_STAMPING: V 296 1984
 FG1649_MARK LOGO: NGS   
 FG1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1649
 FG1649  HISTORY     - Date     Condition        Report By
 FG1649  HISTORY     - 1984     MONUMENTED       NGS
 FG1649  HISTORY     - 1988     GOOD             USPSQD
 FG1649  HISTORY     - 1989     GOOD             USPSQD
 FG1649  HISTORY     - 1990     GOOD             USPSQD
 FG1649
 FG1649                          STATION DESCRIPTION
 FG1649
 FG1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1649'7.3 KM (4.55 MI) SW FROM OZARK.
 FG1649'4.8 KM (3.0 MI) SOUTH ALONG STATE ROUTE 23 FROM THE JUNCTION OF U.S.
 FG1649'HIGHWAY 64 IN OZARK, THENCE 2.5 KM (1.55 MI) WEST ALONG STATE ROUTE 96
 FG1649'TO THE MARK ON THE RIGHT A DISK SET IN AN OUTCROP OF ROCK, 7.01 METERS
 FG1649'(23.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 96, 16.15 METERS
 FG1649'(53.0 FT) WEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO A TWO
 FG1649'LEVEL HOUSE, 13.96 METERS (45.8 FT) WEST-NORTHWEST OF THE WEST END OF
 FG1649'A PIPE COLVERT UNDER THE DRIVEWAY, AND 4.91 METERS (16.1 FT) SOUTH OF
 FG1649'A BARBWIRE FENCE.
 FG1649'THE MARK IS 0.55 METERS  E FROM A WITNESS POST.
 FG1649'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FG1649
 FG1649                          STATION RECOVERY (1988)
 FG1649
 FG1649'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1649'RECOVERED IN GOOD CONDITION.
 FG1649
 FG1649                          STATION RECOVERY (1989)
 FG1649
 FG1649'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1649'RECOVERED IN GOOD CONDITION.
 FG1649
 FG1649                          STATION RECOVERY (1990)
 FG1649
 FG1649'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1644 ***********************************************************************
 FG1644  DESIGNATION -  V 297
 FG1644  PID         -  FG1644
 FG1644  STATE/COUNTY-  AR/FRANKLIN
 FG1644  USGS QUAD   -  OZARK (1993)
 FG1644
 FG1644                         *CURRENT SURVEY CONTROL
 FG1644  ___________________________________________________________________
 FG1644* NAD 83(1986)-  35 28 54.     (N)    093 49 59.     (W)     SCALED    
 FG1644* NAVD 88     -       123.333  (meters)     404.63   (feet)  ADJUSTED  
 FG1644  ___________________________________________________________________
 FG1644  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1644  DYNAMIC HT  -         123.220 (meters)     404.26  (feet)  COMP
 FG1644  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FG1644
 FG1644  VERT ORDER  -  FIRST     CLASS II
 FG1644
 FG1644.The horizontal coordinates were scaled from a topographic map and have
 FG1644.an estimated accuracy of +/- 6 seconds.
 FG1644
 FG1644.The orthometric height was determined by differential leveling
 FG1644.and adjusted by the National Geodetic Survey in June 1991..
 FG1644
 FG1644.The geoid height was determined by GEOID03.
 FG1644
 FG1644.The dynamic height is computed by dividing the NAVD 88
 FG1644.geopotential number by the normal gravity value computed on the
 FG1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1644.degrees latitude (g = 980.6199 gals.).
 FG1644
 FG1644.The modeled gravity was interpolated from observed gravity values.
 FG1644
 FG1644;                    North         East    Units  Estimated Accuracy
 FG1644;SPC AR N     -   128,950.      233,670.      MT  (+/- 180 meters Scaled)
 FG1644
 FG1644                          SUPERSEDED SURVEY CONTROL
 FG1644
 FG1644.No superseded survey control is available for this station.
 FG1644
 FG1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV244267(NAD 83)
 FG1644_MARKER: DB = BENCH MARK DISK
 FG1644_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FG1644_SP_SET: BRIDGE WALKWAY
 FG1644_STAMPING: V 297 1984
 FG1644_MARK LOGO: NGS   
 FG1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1644
 FG1644  HISTORY     - Date     Condition        Report By
 FG1644  HISTORY     - 1984     MONUMENTED       NGS
 FG1644  HISTORY     - 1988     GOOD             USPSQD
 FG1644  HISTORY     - 1989     GOOD             USPSQD
 FG1644  HISTORY     - 1990     GOOD             USPSQD
 FG1644
 FG1644                          STATION DESCRIPTION
 FG1644
 FG1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1644'0.6 KM (0.4 MI) SOUTH FROM OZARK.
 FG1644'0.6 KM (0.4 MI) SOUTH ALONG STATE ROUTE NUMBER 23 FROM THE JUNCTION OF
 FG1644'U.S. HIGHWAY 64 IN OZARK TO THE MARK ON THE RIGHT, A DISK SET IN THE
 FG1644'TOP OF THE WALKWAY IN THE SOUTHWEST CORNER OF THE BRIDGE OVER THE
 FG1644'ARKANSAS RIVER.
 FG1644'THE MARK IS 0.15 M ABOVE STATE ROUTE 23.
 FG1644
 FG1644                          STATION RECOVERY (1988)
 FG1644
 FG1644'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1644'RECOVERED IN GOOD CONDITION.
 FG1644
 FG1644                          STATION RECOVERY (1989)
 FG1644
 FG1644'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1644'RECOVERED IN GOOD CONDITION.
 FG1644
 FG1644                          STATION RECOVERY (1990)
 FG1644
 FG1644'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0825 ***********************************************************************
 FH0825  DESIGNATION -  V 298
 FH0825  PID         -  FH0825
 FH0825  STATE/COUNTY-  AR/SEBASTIAN
 FH0825  USGS QUAD   -  GREENWOOD (1987)
 FH0825
 FH0825                         *CURRENT SURVEY CONTROL
 FH0825  ___________________________________________________________________
 FH0825* NAD 83(1986)-  35 11 43.     (N)    094 17 26.     (W)     SCALED    
 FH0825* NAVD 88     -       163.330  (meters)     535.86   (feet)  ADJUSTED  
 FH0825  ___________________________________________________________________
 FH0825  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FH0825  DYNAMIC HT  -         163.170 (meters)     535.33  (feet)  COMP
 FH0825  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 FH0825
 FH0825  VERT ORDER  -  FIRST     CLASS II
 FH0825
 FH0825.The horizontal coordinates were scaled from a topographic map and have
 FH0825.an estimated accuracy of +/- 6 seconds.
 FH0825
 FH0825.The orthometric height was determined by differential leveling
 FH0825.and adjusted by the National Geodetic Survey in June 1991..
 FH0825
 FH0825.The geoid height was determined by GEOID03.
 FH0825
 FH0825.The dynamic height is computed by dividing the NAVD 88
 FH0825.geopotential number by the normal gravity value computed on the
 FH0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0825.degrees latitude (g = 980.6199 gals.).
 FH0825
 FH0825.The modeled gravity was interpolated from observed gravity values.
 FH0825
 FH0825;                    North         East    Units  Estimated Accuracy
 FH0825;SPC AR N     -    98,050.      191,430.      MT  (+/- 180 meters Scaled)
 FH0825
 FH0825                          SUPERSEDED SURVEY CONTROL
 FH0825
 FH0825.No superseded survey control is available for this station.
 FH0825
 FH0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU825954(NAD 83)
 FH0825_MARKER: DB = BENCH MARK DISK
 FH0825_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0825_SP_SET: BRIDGE ABUTMENT
 FH0825_STAMPING: V 298 1985
 FH0825_MARK LOGO: NGS   
 FH0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0825
 FH0825  HISTORY     - Date     Condition        Report By
 FH0825  HISTORY     - 1985     MONUMENTED       NGS
 FH0825  HISTORY     - 1987     GOOD             USPSQD
 FH0825  HISTORY     - 1988     GOOD             USPSQD
 FH0825  HISTORY     - 1989     GOOD             USPSQD
 FH0825  HISTORY     - 1990     GOOD             USPSQD
 FH0825
 FH0825                          STATION DESCRIPTION
 FH0825
 FH0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0825'8.8 KM (5.45 MI) SOUTH FROM GREENWOOD.
 FH0825'5.1 KM (3.15 MI) WEST ALONG STATE ROUTE 10S SPUR FROM THE SEBASTIAN
 FH0825'COUNTY COURTHOUSE IN GREENWOOD, THENCE 3.7 KM (2.3 MI) SOUTH ALONG
 FH0825'U.S. HIGHWAY 71, SET IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF
 FH0825'THE HIGHWAY 71 BRIDGE OVER ADAMSON CREEK, 7.6 METERS (24.8 FT) WEST OF
 FH0825'THE CENTERLINE OF HIGHWAY 71, AND 0.31 METERS (1.0 FT) WEST OF THE
 FH0825'WEST EDGE OF THE CONCRETE RAILING PILLAR.
 FH0825'THE MARK IS 0.15 M ABOVE HIGHWAY 71.
 FH0825
 FH0825                          STATION RECOVERY (1987)
 FH0825
 FH0825'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0825'RECOVERED IN GOOD CONDITION.
 FH0825
 FH0825                          STATION RECOVERY (1988)
 FH0825
 FH0825'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0825'RECOVERED IN GOOD CONDITION.
 FH0825
 FH0825                          STATION RECOVERY (1989)
 FH0825
 FH0825'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0825'RECOVERED IN GOOD CONDITION.
 FH0825
 FH0825                          STATION RECOVERY (1990)
 FH0825
 FH0825'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0682 ***********************************************************************
 EK0682  DESIGNATION -  V 299
 EK0682  PID         -  EK0682
 EK0682  STATE/COUNTY-  AR/SCOTT
 EK0682  USGS QUAD   -  BOLES (1983)
 EK0682
 EK0682                         *CURRENT SURVEY CONTROL
 EK0682  ___________________________________________________________________
 EK0682* NAD 83(1986)-  34 51 39.     (N)    094 04 23.     (W)     SCALED    
 EK0682* NAVD 88     -       277.021  (meters)     908.86   (feet)  ADJUSTED  
 EK0682  ___________________________________________________________________
 EK0682  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 EK0682  DYNAMIC HT  -         276.733 (meters)     907.91  (feet)  COMP
 EK0682  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 EK0682
 EK0682  VERT ORDER  -  FIRST     CLASS II
 EK0682
 EK0682.The horizontal coordinates were scaled from a topographic map and have
 EK0682.an estimated accuracy of +/- 6 seconds.
 EK0682
 EK0682.The orthometric height was determined by differential leveling
 EK0682.and adjusted by the National Geodetic Survey in June 1991..
 EK0682
 EK0682.The geoid height was determined by GEOID03.
 EK0682
 EK0682.The dynamic height is computed by dividing the NAVD 88
 EK0682.geopotential number by the normal gravity value computed on the
 EK0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0682.degrees latitude (g = 980.6199 gals.).
 EK0682
 EK0682.The modeled gravity was interpolated from observed gravity values.
 EK0682
 EK0682;                    North         East    Units  Estimated Accuracy
 EK0682;SPC AR N     -    60,520.      210,450.      MT  (+/- 180 meters Scaled)
 EK0682
 EK0682                          SUPERSEDED SURVEY CONTROL
 EK0682
 EK0682.No superseded survey control is available for this station.
 EK0682
 EK0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU019581(NAD 83)
 EK0682_MARKER: I = METAL ROD
 EK0682_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0682+WITH SETTING: INFORMATION.
 EK0682_SP_SET: SHALLOW SET METAL ROD
 EK0682_STAMPING: V 299 1985
 EK0682_MARK LOGO: NGS   
 EK0682_PROJECTION: FLUSH
 EK0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0682_ROD/PIPE-DEPTH: 1.8  meters
 EK0682
 EK0682  HISTORY     - Date     Condition        Report By
 EK0682  HISTORY     - 1985     MONUMENTED       NGS
 EK0682  HISTORY     - 1987     GOOD             USPSQD
 EK0682  HISTORY     - 1987     GOOD             USPSQD
 EK0682  HISTORY     - 1988     GOOD             USPSQD
 EK0682  HISTORY     - 1989     GOOD             USPSQD
 EK0682  HISTORY     - 1990     GOOD             USPSQD
 EK0682
 EK0682                          STATION DESCRIPTION
 EK0682
 EK0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0682'7.1 KM (4.4 MI) SOUTH FROM WALDRON.
 EK0682'1.5 KM (0.95 MI) WEST ALONG EAST CHURCH STREET FROM THE JUNCTION OF
 EK0682'U.S. HIGHWAY 71 B (BUSINESS ROUTE) IN WALDRON, THENCE 5.5 KM (3.4 MI)
 EK0682'SOUTHERLY ALONG U.S. HIGHWAY 71, AT THE ENTRANCE TO A REST AREA, 31.0
 EK0682'METERS (101.8 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 71,
 EK0682'38.7 METERS (127.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE REST
 EK0682'AREA ENTRANCE ROAD, 32.0 METERS (105.0 FT) SOUTH OF THE SOUTH END OF A
 EK0682'40-INCH METAL PIPE CULVERT UNDER THE ENTRANCE ROAD TO THE REST AREA,
 EK0682'22.7 METERS (74.3 FT) SOUTH OF THE NORTH END OF A NORTH-SOUTH FENCE
 EK0682'LINE, 0.91 METERS (3.0 FT) NORTH OF A CONCRETE RIGHT-OF-WAY POST,
 EK0682'0.31 METERS (1.0 FT) WEST OF A NORTH-SOUTH FENCE LINE, AND 6.7 METERS
 EK0682'(22.0 FT) WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD LEADING SOUTH
 EK0682'UP A HILL.  NOTE, DRIVEN TO REFUSAL.
 EK0682'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EK0682'THE MARK IS 6.1 M ABOVE ENTRANCE ROAD.
 EK0682
 EK0682                          STATION RECOVERY (1987)
 EK0682
 EK0682'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0682'RECOVERED IN GOOD CONDITION.
 EK0682
 EK0682                          STATION RECOVERY (1987)
 EK0682
 EK0682'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0682'RECOVERED IN GOOD CONDITION.
 EK0682
 EK0682                          STATION RECOVERY (1988)
 EK0682
 EK0682'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0682'RECOVERED IN GOOD CONDITION.
 EK0682
 EK0682                          STATION RECOVERY (1989)
 EK0682
 EK0682'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0682'RECOVERED IN GOOD CONDITION.
 EK0682
 EK0682                          STATION RECOVERY (1990)
 EK0682
 EK0682'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0967 ***********************************************************************
 EH0967  DESIGNATION -  V 30
 EH0967  PID         -  EH0967
 EH0967  STATE/COUNTY-  AR/ST FRANCIS
 EH0967  USGS QUAD   -  HAYNES (1992)
 EH0967
 EH0967                         *CURRENT SURVEY CONTROL
 EH0967  ___________________________________________________________________
 EH0967* NAD 83(1986)-  34 59 34.     (N)    090 50 06.     (W)     SCALED    
 EH0967* NAVD 88     -        65.843  (meters)     216.02   (feet)  ADJUSTED  
 EH0967  ___________________________________________________________________
 EH0967  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0967  DYNAMIC HT  -          65.783 (meters)     215.82  (feet)  COMP
 EH0967  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 EH0967
 EH0967  VERT ORDER  -  FIRST     CLASS II
 EH0967
 EH0967.The horizontal coordinates were scaled from a topographic map and have
 EH0967.an estimated accuracy of +/- 6 seconds.
 EH0967
 EH0967.The orthometric height was determined by differential leveling
 EH0967.and adjusted by the National Geodetic Survey in June 1991..
 EH0967
 EH0967.The geoid height was determined by GEOID03.
 EH0967
 EH0967.The dynamic height is computed by dividing the NAVD 88
 EH0967.geopotential number by the normal gravity value computed on the
 EH0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0967.degrees latitude (g = 980.6199 gals.).
 EH0967
 EH0967.The modeled gravity was interpolated from observed gravity values.
 EH0967
 EH0967;                    North         East    Units  Estimated Accuracy
 EH0967;SPC AR N     -    73,790.      506,360.      MT  (+/- 180 meters Scaled)
 EH0967
 EH0967                          SUPERSEDED SURVEY CONTROL
 EH0967
 EH0967  NGVD 29 (??/??/??)   65.833  (m)          215.99   (f) ADJUSTED    1 2
 EH0967
 EH0967.Superseded values are not recommended for survey control.
 EH0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0967.See file dsdata.txt to determine how the superseded data were derived.
 EH0967
 EH0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU975743(NAD 83)
 EH0967_MARKER: DB = BENCH MARK DISK
 EH0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0967_STAMPING: V 30 1933
 EH0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0967+STABILITY: SURFACE MOTION
 EH0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0967+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 EH0967
 EH0967  HISTORY     - Date     Condition        Report By
 EH0967  HISTORY     - 1933     MONUMENTED       CGS
 EH0967  HISTORY     - 1957     GOOD             USGS
 EH0967  HISTORY     - 20030403 GOOD             USACE
 EH0967
 EH0967                          STATION DESCRIPTION
 EH0967
 EH0967'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 EH0967'3 MI W FROM FORREST CITY.
 EH0967'REWRITTEN-- FORREST CITY, 3 MILES WEST OF, ALONG C, RI AND PACIFIC
 EH0967'RAILROAD. AT REDFERN.  28 POLES WEST OF MP 47.  45 FT SOUTH AND 30 FT
 EH0967'WEST OF RD X-ING RAILROAD.  IN CONCRETE POST.  STANDARD C AND GS
 EH0967'TABLET STAMPED V 30 1933, PAINTED.
 EH0967
 EH0967                          STATION RECOVERY (2003)
 EH0967
 EH0967'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0967'DISK IS DIFFICULT TO READ, BUT STABLE. NO ROAD CROSSING EXISTS NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0712 ***********************************************************************
 EK0712  DESIGNATION -  V 300
 EK0712  PID         -  EK0712
 EK0712  STATE/COUNTY-  AR/POLK
 EK0712  USGS QUAD   -  MENA (1975)
 EK0712
 EK0712                         *CURRENT SURVEY CONTROL
 EK0712  ___________________________________________________________________
 EK0712* NAD 83(1986)-  34 35 46.     (N)    094 12 19.     (W)     SCALED    
 EK0712* NAVD 88     -       316.786  (meters)    1039.32   (feet)  ADJUSTED  
 EK0712  ___________________________________________________________________
 EK0712  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 EK0712  DYNAMIC HT  -         316.445 (meters)    1038.20  (feet)  COMP
 EK0712  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 EK0712
 EK0712  VERT ORDER  -  FIRST     CLASS II
 EK0712
 EK0712.The horizontal coordinates were scaled from a topographic map and have
 EK0712.an estimated accuracy of +/- 6 seconds.
 EK0712
 EK0712.The orthometric height was determined by differential leveling
 EK0712.and adjusted by the National Geodetic Survey in June 1991..
 EK0712
 EK0712.The geoid height was determined by GEOID03.
 EK0712
 EK0712.The dynamic height is computed by dividing the NAVD 88
 EK0712.geopotential number by the normal gravity value computed on the
 EK0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0712.degrees latitude (g = 980.6199 gals.).
 EK0712
 EK0712.The modeled gravity was interpolated from observed gravity values.
 EK0712
 EK0712;                    North         East    Units  Estimated Accuracy
 EK0712;SPC AR S     -   616,180.      197,720.      MT  (+/- 180 meters Scaled)
 EK0712
 EK0712                          SUPERSEDED SURVEY CONTROL
 EK0712
 EK0712.No superseded survey control is available for this station.
 EK0712
 EK0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU894289(NAD 83)
 EK0712_MARKER: I = METAL ROD
 EK0712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0712_SP_SET: STAINLESS STEEL ROD
 EK0712_STAMPING: V 300 1985
 EK0712_MARK LOGO: NGS   
 EK0712_PROJECTION: FLUSH
 EK0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0712_ROD/PIPE-DEPTH: 4.9  meters
 EK0712
 EK0712  HISTORY     - Date     Condition        Report By
 EK0712  HISTORY     - 1985     MONUMENTED       NGS
 EK0712  HISTORY     - 1987     GOOD             USPSQD
 EK0712  HISTORY     - 1988     GOOD             USPSQD
 EK0712  HISTORY     - 1989     GOOD             USPSQD
 EK0712  HISTORY     - 1990     GOOD             USPSQD
 EK0712
 EK0712                          STATION DESCRIPTION
 EK0712
 EK0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0712'4.2 KM (2.6 MI) NORTH FROM MENA.
 EK0712'4.2 KM (2.6 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0712'SOUTHERN RAILROAD STATION IN MENA, AT A FIELD ROAD LEADING WEST
 EK0712'THROUGH A METAL GATE TO A PASTURE AND IN LINE WITH A ROW OF CEDAR
 EK0712'TREES RUNNING NORTH-SOUTH, 18.2 METERS (59.8 FT) WEST OF THE
 EK0712'CENTERLINE OF HIGHWAY 71, 0.31 METERS (1.0 FT) EAST OF A FENCE LINE,
 EK0712'5.7 METERS (18.8 FT) WEST OF THE APPROXIMATE CENTER OF THE METAL GATE
 EK0712'AND FIELD ROAD, 13.6 METERS (44.5 FT) SOUTHWEST OF THE SOUTH END OF
 EK0712'THE WEST HEADWALL OF A PIPE CULVERT UNDER HIGHWAY 71, 2.1 METERS
 EK0712'(7.0 FT) SOUTH OF A 2-INCH CEDAR TREE, 9.8 METERS (32.0 FT) NORTH OF A
 EK0712'TWIN TRUNK 5-INCH CEDAR TREE, AND 6.3 METERS (20.5 FT) NORTH OF A
 EK0712'CONCRETE RIGHT-OF-WAY POST.  NOTE, DRIVEN TO REFUSAL.
 EK0712'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0712'THE MARK IS 0.31 M ABOVE HIGHWAY 71.
 EK0712
 EK0712                          STATION RECOVERY (1987)
 EK0712
 EK0712'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0712'RECOVERED IN GOOD CONDITION.
 EK0712
 EK0712                          STATION RECOVERY (1988)
 EK0712
 EK0712'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0712'RECOVERED IN GOOD CONDITION.
 EK0712
 EK0712                          STATION RECOVERY (1989)
 EK0712
 EK0712'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0712'RECOVERED IN GOOD CONDITION.
 EK0712
 EK0712                          STATION RECOVERY (1990)
 EK0712
 EK0712'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0736 ***********************************************************************
 EK0736  DESIGNATION -  V 301
 EK0736  PID         -  EK0736
 EK0736  STATE/COUNTY-  AR/POLK
 EK0736  USGS QUAD   -  WICKES (1985)
 EK0736
 EK0736                         *CURRENT SURVEY CONTROL
 EK0736  ___________________________________________________________________
 EK0736* NAD 83(1986)-  34 19 04.     (N)    094 21 37.     (W)     SCALED    
 EK0736* NAVD 88     -       305.350  (meters)    1001.80   (feet)  ADJUSTED  
 EK0736  ___________________________________________________________________
 EK0736  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 EK0736  DYNAMIC HT  -         305.027 (meters)    1000.74  (feet)  COMP
 EK0736  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 EK0736
 EK0736  VERT ORDER  -  FIRST     CLASS II
 EK0736
 EK0736.The horizontal coordinates were scaled from a topographic map and have
 EK0736.an estimated accuracy of +/- 6 seconds.
 EK0736
 EK0736.The orthometric height was determined by differential leveling
 EK0736.and adjusted by the National Geodetic Survey in June 1991..
 EK0736
 EK0736.The geoid height was determined by GEOID03.
 EK0736
 EK0736.The dynamic height is computed by dividing the NAVD 88
 EK0736.geopotential number by the normal gravity value computed on the
 EK0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0736.degrees latitude (g = 980.6199 gals.).
 EK0736
 EK0736.The modeled gravity was interpolated from observed gravity values.
 EK0736
 EK0736;                    North         East    Units  Estimated Accuracy
 EK0736;SPC AR S     -   585,630.      182,800.      MT  (+/- 180 meters Scaled)
 EK0736
 EK0736                          SUPERSEDED SURVEY CONTROL
 EK0736
 EK0736.No superseded survey control is available for this station.
 EK0736
 EK0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT748982(NAD 83)
 EK0736_MARKER: DB = BENCH MARK DISK
 EK0736_SETTING: 66 = SET IN ROCK OUTCROP
 EK0736_SP_SET: ROCK OUTCROP
 EK0736_STAMPING: V 301 1985
 EK0736_MARK LOGO: NGS   
 EK0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0736+STABILITY: POSITION/ELEVATION WELL
 EK0736
 EK0736  HISTORY     - Date     Condition        Report By
 EK0736  HISTORY     - 1985     MONUMENTED       NGS
 EK0736  HISTORY     - 1987     GOOD             USPSQD
 EK0736  HISTORY     - 1988     GOOD             USPSQD
 EK0736  HISTORY     - 1989     GOOD             USPSQD
 EK0736  HISTORY     - 1990     GOOD             USPSQD
 EK0736
 EK0736                          STATION DESCRIPTION
 EK0736
 EK0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0736'5.4 KM (3.35 MI) SOUTH FROM HATTON.
 EK0736'5.4 KM (3.35 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0736'HATTON, AT THE SOUTH END OF A CUTBANK, ABOUT 120-YARDS NORTH OF A
 EK0736'LARGE BOX CULVERT UNDER HIGHWAY 71, SET IN TOP OF A 12 BY 6 FEET
 EK0736'SMOOTH ROCK OUTCROP, IN THE SIDE OF THE LOW PORTION OF THE CUTBANK,
 EK0736'AND 11.5 METERS (37.6 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 EK0736'HIGHWAY.
 EK0736'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0736'THE MARK IS 0.31 M ABOVE HIGHWAY 71.
 EK0736
 EK0736                          STATION RECOVERY (1987)
 EK0736
 EK0736'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0736'RECOVERED IN GOOD CONDITION.
 EK0736
 EK0736                          STATION RECOVERY (1988)
 EK0736
 EK0736'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0736'RECOVERED IN GOOD CONDITION.
 EK0736
 EK0736                          STATION RECOVERY (1989)
 EK0736
 EK0736'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0736'RECOVERED IN GOOD CONDITION.
 EK0736
 EK0736                          STATION RECOVERY (1990)
 EK0736
 EK0736'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0763 ***********************************************************************
 EK0763  DESIGNATION -  V 302
 EK0763  PID         -  EK0763
 EK0763  STATE/COUNTY-  AR/SEVIER
 EK0763  USGS QUAD   -  DE QUEEN (1966)
 EK0763
 EK0763                         *CURRENT SURVEY CONTROL
 EK0763  ___________________________________________________________________
 EK0763* NAD 83(1986)-  34 02 16.     (N)    094 19 47.     (W)     SCALED    
 EK0763* NAVD 88     -       126.943  (meters)     416.48   (feet)  ADJUSTED  
 EK0763  ___________________________________________________________________
 EK0763  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EK0763  DYNAMIC HT  -         126.813 (meters)     416.05  (feet)  COMP
 EK0763  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 EK0763
 EK0763  VERT ORDER  -  FIRST     CLASS II
 EK0763
 EK0763.The horizontal coordinates were scaled from a topographic map and have
 EK0763.an estimated accuracy of +/- 6 seconds.
 EK0763
 EK0763.The orthometric height was determined by differential leveling
 EK0763.and adjusted by the National Geodetic Survey in June 1991..
 EK0763
 EK0763.The geoid height was determined by GEOID03.
 EK0763
 EK0763.The dynamic height is computed by dividing the NAVD 88
 EK0763.geopotential number by the normal gravity value computed on the
 EK0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0763.degrees latitude (g = 980.6199 gals.).
 EK0763
 EK0763.The modeled gravity was interpolated from observed gravity values.
 EK0763
 EK0763;                    North         East    Units  Estimated Accuracy
 EK0763;SPC AR S     -   554,520.      184,900.      MT  (+/- 180 meters Scaled)
 EK0763
 EK0763                          SUPERSEDED SURVEY CONTROL
 EK0763
 EK0763.No superseded survey control is available for this station.
 EK0763
 EK0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT772671(NAD 83)
 EK0763_MARKER: I = METAL ROD
 EK0763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0763_SP_SET: STAINLESS STEEL ROD
 EK0763_STAMPING: V 302 1985
 EK0763_MARK LOGO: NGS   
 EK0763_PROJECTION: FLUSH
 EK0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0763_ROD/PIPE-DEPTH: 4.9  meters
 EK0763
 EK0763  HISTORY     - Date     Condition        Report By
 EK0763  HISTORY     - 1985     MONUMENTED       NGS
 EK0763  HISTORY     - 1987     GOOD             USPSQD
 EK0763  HISTORY     - 1988     GOOD             USPSQD
 EK0763  HISTORY     - 1989     GOOD             USPSQD
 EK0763  HISTORY     - 1990     GOOD             USPSQD
 EK0763  HISTORY     - 19920823 MARK NOT FOUND   USPSQD
 EK0763
 EK0763                          STATION DESCRIPTION
 EK0763
 EK0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0763'0.88 KM (0.55 MI) SOUTH FROM DE QUEEN.
 EK0763'0.88 KM (0.55 MI) SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF
 EK0763'U.S. HIGHWAYS 71 AND 70 IN DE QUEEN, TO THE JUNCTION OF STATE HIGHWAYS
 EK0763'329, 41 B AND 70 B, 8.53 METERS (28.0 FT) EAST OF THE CENTERLINE OF
 EK0763'THE HIGHWAY, 49.07 METERS (161.0 FT) NORTH OF THE CENTERLINE OF
 EK0763'HIGHWAY 329, AND 0.76 METERS (2.5 FT) SOUTH OF A POWERLINE POLE
 EK0763'NUMBERED 13341.  NOTE, DRIVEN TO REFUSAL.
 EK0763'THE MARK IS 0.85 METERS  S FROM A WITNESS POST.
 EK0763'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0763
 EK0763                          STATION RECOVERY (1987)
 EK0763
 EK0763'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0763'RECOVERED IN GOOD CONDITION.
 EK0763
 EK0763                          STATION RECOVERY (1988)
 EK0763
 EK0763'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0763'RECOVERED IN GOOD CONDITION.
 EK0763
 EK0763                          STATION RECOVERY (1989)
 EK0763
 EK0763'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0763'RECOVERED IN GOOD CONDITION.
 EK0763
 EK0763                          STATION RECOVERY (1990)
 EK0763
 EK0763'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EK0763'RECOVERED IN GOOD CONDITION.
 EK0763
 EK0763                          STATION RECOVERY (1992)
 EK0763
 EK0763'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 EK0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1073 ***********************************************************************
 DM1073  DESIGNATION -  V 303
 DM1073  PID         -  DM1073
 DM1073  STATE/COUNTY-  AR/LITTLE RIVER
 DM1073  USGS QUAD   -  WINTHROP (1975)
 DM1073
 DM1073                         *CURRENT SURVEY CONTROL
 DM1073  ___________________________________________________________________
 DM1073* NAD 83(1986)-  33 45 30.     (N)    094 15 03.     (W)     SCALED    
 DM1073* NAVD 88     -        94.162  (meters)     308.93   (feet)  ADJUSTED  
 DM1073  ___________________________________________________________________
 DM1073  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DM1073  DYNAMIC HT  -          94.065 (meters)     308.61  (feet)  COMP
 DM1073  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 DM1073
 DM1073  VERT ORDER  -  FIRST     CLASS II
 DM1073
 DM1073.The horizontal coordinates were scaled from a topographic map and have
 DM1073.an estimated accuracy of +/- 6 seconds.
 DM1073
 DM1073.The orthometric height was determined by differential leveling
 DM1073.and adjusted by the National Geodetic Survey in June 1991..
 DM1073
 DM1073.The geoid height was determined by GEOID03.
 DM1073
 DM1073.The dynamic height is computed by dividing the NAVD 88
 DM1073.geopotential number by the normal gravity value computed on the
 DM1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1073.degrees latitude (g = 980.6199 gals.).
 DM1073
 DM1073.The modeled gravity was interpolated from observed gravity values.
 DM1073
 DM1073;                    North         East    Units  Estimated Accuracy
 DM1073;SPC AR S     -   523,370.      191,500.      MT  (+/- 180 meters Scaled)
 DM1073
 DM1073                          SUPERSEDED SURVEY CONTROL
 DM1073
 DM1073.No superseded survey control is available for this station.
 DM1073
 DM1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT841360(NAD 83)
 DM1073_MARKER: DB = BENCH MARK DISK
 DM1073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1073_SP_SET: BRIDGE ABUTMENT
 DM1073_STAMPING: V 303 1985
 DM1073_MARK LOGO: NGS   
 DM1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1073
 DM1073  HISTORY     - Date     Condition        Report By
 DM1073  HISTORY     - 1985     MONUMENTED       NGS
 DM1073  HISTORY     - 1987     GOOD             USPSQD
 DM1073  HISTORY     - 1988     GOOD             USPSQD
 DM1073  HISTORY     - 1989     GOOD             USPSQD
 DM1073  HISTORY     - 1990     GOOD             USPSQD
 DM1073  HISTORY     - 19920823 GOOD             USPSQD
 DM1073
 DM1073                          STATION DESCRIPTION
 DM1073
 DM1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1073'3.1 KM (1.95 MI) EAST FROM ALLEENE.
 DM1073'3.1 KM (1.95 MI) SOUTH AND EAST ALONG STATE ROUTE 234 FROM THE POST
 DM1073'OFFICE IN ALLEENE, SET IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF
 DM1073'THE HIGHWAY BRIDGE OVER A CREEK, AND 4.9 METERS (16.2 FT) EAST OF THE
 DM1073'CENTERLINE OF THE HIGHWAY.
 DM1073'THE MARK IS 0.31 M ABOVE HIGHWAY.
 DM1073
 DM1073                          STATION RECOVERY (1987)
 DM1073
 DM1073'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1073'RECOVERED IN GOOD CONDITION.
 DM1073
 DM1073                          STATION RECOVERY (1988)
 DM1073
 DM1073'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1073'RECOVERED IN GOOD CONDITION.
 DM1073
 DM1073                          STATION RECOVERY (1989)
 DM1073
 DM1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1073'RECOVERED IN GOOD CONDITION.
 DM1073
 DM1073                          STATION RECOVERY (1990)
 DM1073
 DM1073'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1073'RECOVERED IN GOOD CONDITION.
 DM1073
 DM1073                          STATION RECOVERY (1992)
 DM1073
 DM1073'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1090 ***********************************************************************
 DM1090  DESIGNATION -  V 307
 DM1090  PID         -  DM1090
 DM1090  STATE/COUNTY-  AR/LITTLE RIVER
 DM1090  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1090
 DM1090                         *CURRENT SURVEY CONTROL
 DM1090  ___________________________________________________________________
 DM1090* NAD 83(1986)-  33 40 08.     (N)    094 09 59.     (W)     SCALED    
 DM1090* NAVD 88     -       101.395  (meters)     332.66   (feet)  ADJUSTED  
 DM1090  ___________________________________________________________________
 DM1090  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1090  DYNAMIC HT  -         101.289 (meters)     332.31  (feet)  COMP
 DM1090  MODELED GRAV-     979,597.4   (mgal)                       NAVD 88
 DM1090
 DM1090  VERT ORDER  -  FIRST     CLASS II
 DM1090
 DM1090.The horizontal coordinates were scaled from a topographic map and have
 DM1090.an estimated accuracy of +/- 6 seconds.
 DM1090
 DM1090.The orthometric height was determined by differential leveling
 DM1090.and adjusted by the National Geodetic Survey in June 1991..
 DM1090
 DM1090.The geoid height was determined by GEOID03.
 DM1090
 DM1090.The dynamic height is computed by dividing the NAVD 88
 DM1090.geopotential number by the normal gravity value computed on the
 DM1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1090.degrees latitude (g = 980.6199 gals.).
 DM1090
 DM1090.The modeled gravity was interpolated from observed gravity values.
 DM1090
 DM1090;                    North         East    Units  Estimated Accuracy
 DM1090;SPC AR S     -   513,290.      199,110.      MT  (+/- 180 meters Scaled)
 DM1090
 DM1090                          SUPERSEDED SURVEY CONTROL
 DM1090
 DM1090.No superseded survey control is available for this station.
 DM1090
 DM1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT918260(NAD 83)
 DM1090_MARKER: I = METAL ROD
 DM1090_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1090_SP_SET: STAINLESS STEEL ROD
 DM1090_STAMPING: V 307 1985
 DM1090_MARK LOGO: NGS   
 DM1090_PROJECTION: FLUSH
 DM1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1090_ROD/PIPE-DEPTH: 19.0 meters
 DM1090
 DM1090  HISTORY     - Date     Condition        Report By
 DM1090  HISTORY     - 1985     MONUMENTED       NGS
 DM1090  HISTORY     - 19971025 GOOD             USPSQD
 DM1090  HISTORY     - 20040922 GOOD             NGS
 DM1090
 DM1090                          STATION DESCRIPTION
 DM1090
 DM1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1090'3.7 KM (2.3 MI) WEST FROM ASHDOWN.
 DM1090'3.7 KM (2.3 MI) WESTERLY ALONG STATE HIGHWAY 32 FROM ITS NORTH
 DM1090'JUNCTION WITH U.S. HIGHWAY 71 IN ASHDOWN, 39.0 M (128.0 FT) NORTHWEST
 DM1090'OF THE CENTERLINE OF THE HIGHWAY, 6.6 M (21.7 FT) WEST OF A FENCE
 DM1090'CORNER, 6.1 M (20.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD LEADING
 DM1090'WEST, 4.9 M (16.1 FT) SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 DM1090'CONCRETE BUILDING, 4.9 M (16.1 FT) NORTHWEST OF THE WEST END OF AN
 DM1090'18-INCH PIPE CULVERT, AND 3.8 M (12.5 FT) EAST OF A UTILITY POLE.
 DM1090'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1090'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1090'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DM1090
 DM1090                          STATION RECOVERY (1997)
 DM1090
 DM1090'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1090'RECOVERED IN GOOD CONDITION.
 DM1090
 DM1090                          STATION RECOVERY (2004)
 DM1090
 DM1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 DM1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1266 ***********************************************************************
 GE1266  DESIGNATION -  V 308
 GE1266  PID         -  GE1266
 GE1266  STATE/COUNTY-  AR/FULTON
 GE1266  USGS QUAD   -  WIRTH (1968)
 GE1266
 GE1266                         *CURRENT SURVEY CONTROL
 GE1266  ___________________________________________________________________
 GE1266* NAD 83(1986)-  36 25 04.     (N)    091 29 42.     (W)     SCALED    
 GE1266* NAVD 88     -       221.170  (meters)     725.62   (feet)  ADJUSTED  
 GE1266  ___________________________________________________________________
 GE1266  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE1266  DYNAMIC HT  -         220.986 (meters)     725.02  (feet)  COMP
 GE1266  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 GE1266
 GE1266  VERT ORDER  -  FIRST     CLASS II
 GE1266
 GE1266.The horizontal coordinates were scaled from a topographic map and have
 GE1266.an estimated accuracy of +/- 6 seconds.
 GE1266
 GE1266.The orthometric height was determined by differential leveling
 GE1266.and adjusted by the National Geodetic Survey in January 1995..
 GE1266
 GE1266.The geoid height was determined by GEOID03.
 GE1266
 GE1266.The dynamic height is computed by dividing the NAVD 88
 GE1266.geopotential number by the normal gravity value computed on the
 GE1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1266.degrees latitude (g = 980.6199 gals.).
 GE1266
 GE1266.The modeled gravity was interpolated from observed gravity values.
 GE1266
 GE1266;                    North         East    Units  Estimated Accuracy
 GE1266;SPC AR N     -   231,380.      445,290.      MT  (+/- 180 meters Scaled)
 GE1266
 GE1266                          SUPERSEDED SURVEY CONTROL
 GE1266
 GE1266  NGVD 29 (10/05/93)  221.053  (m)          725.24   (f) ADJUSTED    1 2
 GE1266
 GE1266.Superseded values are not recommended for survey control.
 GE1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1266.See file dsdata.txt to determine how the superseded data were derived.
 GE1266
 GE1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA349313(NAD 83)
 GE1266_MARKER: DV = VERTICAL CONTROL DISK
 GE1266_SETTING: 66 = SET IN ROCK OUTCROP
 GE1266_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1266_STAMPING: V 308 1990
 GE1266_MARK LOGO: NGS   
 GE1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1266+STABILITY: POSITION/ELEVATION WELL
 GE1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1266+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1266
 GE1266  HISTORY     - Date     Condition        Report By
 GE1266  HISTORY     - 1990     MONUMENTED       NGS
 GE1266
 GE1266                          STATION DESCRIPTION
 GE1266
 GE1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1266'11.7 KM (7.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1266'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN A 3 BY 3-FOOT AREA OF
 GE1266'OUTCROPPING BEDROCK, 24.0 M (78.7 FT) NORTHWEST OF A UTILITY POLE
 GE1266'WITH A TRANSFORMER, 22.3 M (73.2 FT) NORTHWEST OF UTILITY POLE NUMBER
 GE1266'1800, 12.8 M (42.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.8 M
 GE1266'(2.6 FT) WEST OF A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 GE1266'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0966 ***********************************************************************
 GF0966  DESIGNATION -  V 309
 GF0966  PID         -  GF0966
 GF0966  STATE/COUNTY-  AR/BENTON
 GF0966  USGS QUAD   -  GARFIELD (1976)
 GF0966
 GF0966                         *CURRENT SURVEY CONTROL
 GF0966  ___________________________________________________________________
 GF0966* NAD 83(1986)-  36 26 38.     (N)    093 59 15.     (W)     SCALED    
 GF0966* NAVD 88     -       489.426  (meters)    1605.73   (feet)  ADJUSTED  
 GF0966  ___________________________________________________________________
 GF0966  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0966  DYNAMIC HT  -         488.996 (meters)    1604.31  (feet)  COMP
 GF0966  MODELED GRAV-     979,738.7   (mgal)                       NAVD 88
 GF0966
 GF0966  VERT ORDER  -  FIRST     CLASS II
 GF0966
 GF0966.The horizontal coordinates were scaled from a topographic map and have
 GF0966.an estimated accuracy of +/- 6 seconds.
 GF0966
 GF0966.The orthometric height was determined by differential leveling
 GF0966.and adjusted by the National Geodetic Survey in June 1991..
 GF0966
 GF0966.The geoid height was determined by GEOID03.
 GF0966
 GF0966.The dynamic height is computed by dividing the NAVD 88
 GF0966.geopotential number by the normal gravity value computed on the
 GF0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0966.degrees latitude (g = 980.6199 gals.).
 GF0966
 GF0966.The modeled gravity was interpolated from observed gravity values.
 GF0966
 GF0966;                    North         East    Units  Estimated Accuracy
 GF0966;SPC AR N     -   235,960.      221,810.      MT  (+/- 180 meters Scaled)
 GF0966
 GF0966                          SUPERSEDED SURVEY CONTROL
 GF0966
 GF0966  NGVD 29 (10/05/93)  489.273  (m)         1605.22   (f) ADJUSTED    1 2
 GF0966
 GF0966.Superseded values are not recommended for survey control.
 GF0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0966.See file dsdata.txt to determine how the superseded data were derived.
 GF0966
 GF0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA114336(NAD 83)
 GF0966_MARKER: DV = VERTICAL CONTROL DISK
 GF0966_SETTING: 66 = SET IN ROCK OUTCROP
 GF0966_SP_SET: IN A DRILL HOLE IN BEDROCK
 GF0966_STAMPING: V 309 1989
 GF0966_MARK LOGO: NGS   
 GF0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0966+STABILITY: POSITION/ELEVATION WELL
 GF0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0966+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0966
 GF0966  HISTORY     - Date     Condition        Report By
 GF0966  HISTORY     - 1989     MONUMENTED       NGS
 GF0966
 GF0966                          STATION DESCRIPTION
 GF0966
 GF0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0966'1.5 KM (0.95 MI) WESTERLY ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE
 GF0966'IN GARFIELD, IN A 5 BY 6 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 GF0966'CUT, 19.1 M (62.7 FT) NORTH OF THE NORTHWEST CORNER OF A CHAIN LINK
 GF0966'FENCE, 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.3 M
 GF0966'(4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) NORTHWEST
 GF0966'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0128 ***********************************************************************
 GG0128  DESIGNATION -  V 31
 GG0128  PID         -  GG0128
 GG0128  STATE/COUNTY-  AR/BENTON
 GG0128  USGS QUAD   -  GENTRY (1982)
 GG0128
 GG0128                         *CURRENT SURVEY CONTROL
 GG0128  ___________________________________________________________________
 GG0128* NAD 83(1986)-  36 20 03.     (N)    094 27 38.     (W)     SCALED    
 GG0128* NAVD 88     -       374.588  (meters)    1228.96   (feet)  ADJUSTED  
 GG0128  ___________________________________________________________________
 GG0128  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GG0128  DYNAMIC HT  -         374.266 (meters)    1227.90  (feet)  COMP
 GG0128  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 GG0128
 GG0128  VERT ORDER  -  SECOND    CLASS 0
 GG0128
 GG0128.The horizontal coordinates were scaled from a topographic map and have
 GG0128.an estimated accuracy of +/- 6 seconds.
 GG0128
 GG0128.The orthometric height was determined by differential leveling
 GG0128.and adjusted by the National Geodetic Survey in June 1991..
 GG0128
 GG0128.The geoid height was determined by GEOID03.
 GG0128
 GG0128.The dynamic height is computed by dividing the NAVD 88
 GG0128.geopotential number by the normal gravity value computed on the
 GG0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0128.degrees latitude (g = 980.6199 gals.).
 GG0128
 GG0128.The modeled gravity was interpolated from observed gravity values.
 GG0128
 GG0128;                    North         East    Units  Estimated Accuracy
 GG0128;SPC AR N     -   224,750.      179,110.      MT  (+/- 180 meters Scaled)
 GG0128
 GG0128                          SUPERSEDED SURVEY CONTROL
 GG0128
 GG0128  NGVD 29 (??/??/92)  374.444  (m)         1228.49   (f) ADJ UNCH    2 0
 GG0128
 GG0128.Superseded values are not recommended for survey control.
 GG0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0128.See file dsdata.txt to determine how the superseded data were derived.
 GG0128
 GG0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA689220(NAD 83)
 GG0128_MARKER: DB = BENCH MARK DISK
 GG0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0128_STAMPING: V-31 1934
 GG0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0128+STABILITY: SURFACE MOTION
 GG0128
 GG0128  HISTORY     - Date     Condition        Report By
 GG0128  HISTORY     - 1934     MONUMENTED       CGS
 GG0128  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0128
 GG0128                          STATION DESCRIPTION
 GG0128
 GG0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0128'AT DECATUR.
 GG0128'100 FEET SOUTH OF KANSAS CITY SOUTHERN RAILROAD DEPOT.  50 FEET
 GG0128'WEST OF TRACK, 20 FEET SOUTH OF SMALL STUCCO RAILROAD BUILDING
 GG0128'NEAR PARK.
 GG0128
 GG0128                          STATION RECOVERY (1961)
 GG0128
 GG0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1252 ***********************************************************************
 FH1252  DESIGNATION -  V 310
 FH1252  PID         -  FH1252
 FH1252  STATE/COUNTY-  AR/WASHINGTON
 FH1252  USGS QUAD   -  WEST FORK (1994)
 FH1252
 FH1252                         *CURRENT SURVEY CONTROL
 FH1252  ___________________________________________________________________
 FH1252* NAD 83(1986)-  35 58 57.     (N)    094 10 22.     (W)     SCALED    
 FH1252* NAVD 88     -       382.118  (meters)    1253.67   (feet)  ADJUSTED  
 FH1252  ___________________________________________________________________
 FH1252  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH1252  DYNAMIC HT  -         381.769 (meters)    1252.52  (feet)  COMP
 FH1252  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 FH1252
 FH1252  VERT ORDER  -  FIRST     CLASS II
 FH1252
 FH1252.The horizontal coordinates were scaled from a topographic map and have
 FH1252.an estimated accuracy of +/- 6 seconds.
 FH1252
 FH1252.The orthometric height was determined by differential leveling
 FH1252.and adjusted by the National Geodetic Survey in June 1991..
 FH1252
 FH1252.The geoid height was determined by GEOID03.
 FH1252
 FH1252.The dynamic height is computed by dividing the NAVD 88
 FH1252.geopotential number by the normal gravity value computed on the
 FH1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1252.degrees latitude (g = 980.6199 gals.).
 FH1252
 FH1252.The modeled gravity was interpolated from observed gravity values.
 FH1252
 FH1252;                    North         East    Units  Estimated Accuracy
 FH1252;SPC AR N     -   185,130.      204,080.      MT  (+/- 180 meters Scaled)
 FH1252
 FH1252                          SUPERSEDED SURVEY CONTROL
 FH1252
 FH1252  NGVD 29 (10/05/93)  381.953  (m)         1253.12   (f) ADJUSTED    1 2
 FH1252
 FH1252.Superseded values are not recommended for survey control.
 FH1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1252.See file dsdata.txt to determine how the superseded data were derived.
 FH1252
 FH1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV942826(NAD 83)
 FH1252_MARKER: DV = VERTICAL CONTROL DISK
 FH1252_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH1252_SP_SET: ABUTMENT
 FH1252_STAMPING: V 310 1989
 FH1252_MARK LOGO: NGS   
 FH1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1252+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1252
 FH1252  HISTORY     - Date     Condition        Report By
 FH1252  HISTORY     - 1989     MONUMENTED       NGS
 FH1252  HISTORY     - 19990515 GOOD             USPSQD
 FH1252
 FH1252                          STATION DESCRIPTION
 FH1252
 FH1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1252'1.3 KM (0.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 FH1252'OF WILSON STREET IN GREENLAND, IN TOP OF AND 0.4 M (1.3 FT) NORTHEAST
 FH1252'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 FH1252'HIGHWAY BRIDGE SPANNING THE WEST FORK OF THE WHITE RIVER, 8.5 M (27.9
 FH1252'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 FH1252'HIGHWAY.
 FH1252
 FH1252                          STATION RECOVERY (1999)
 FH1252
 FH1252'RECOVERY NOTE BY US POWER SQUADRON 1999
 FH1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1213 ***********************************************************************
 FH1213  DESIGNATION -  V 311
 FH1213  PID         -  FH1213
 FH1213  STATE/COUNTY-  AR/CRAWFORD
 FH1213  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH1213
 FH1213                         *CURRENT SURVEY CONTROL
 FH1213  ___________________________________________________________________
 FH1213* NAD 83(1986)-  35 33 02.     (N)    094 13 35.     (W)     SCALED    
 FH1213* NAVD 88     -       236.964  (meters)     777.44   (feet)  ADJUSTED  
 FH1213  ___________________________________________________________________
 FH1213  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FH1213  DYNAMIC HT  -         236.744 (meters)     776.72  (feet)  COMP
 FH1213  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 FH1213
 FH1213  VERT ORDER  -  FIRST     CLASS II
 FH1213
 FH1213.The horizontal coordinates were scaled from a topographic map and have
 FH1213.an estimated accuracy of +/- 6 seconds.
 FH1213
 FH1213.The orthometric height was determined by differential leveling
 FH1213.and adjusted by the National Geodetic Survey in June 1991..
 FH1213
 FH1213.The geoid height was determined by GEOID03.
 FH1213
 FH1213.The dynamic height is computed by dividing the NAVD 88
 FH1213.geopotential number by the normal gravity value computed on the
 FH1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1213.degrees latitude (g = 980.6199 gals.).
 FH1213
 FH1213.The modeled gravity was interpolated from observed gravity values.
 FH1213
 FH1213;                    North         East    Units  Estimated Accuracy
 FH1213;SPC AR N     -   137,320.      198,160.      MT  (+/- 180 meters Scaled)
 FH1213
 FH1213                          SUPERSEDED SURVEY CONTROL
 FH1213
 FH1213  NGVD 29 (10/05/93)  236.857  (m)          777.09   (f) ADJUSTED    1 2
 FH1213
 FH1213.Superseded values are not recommended for survey control.
 FH1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1213.See file dsdata.txt to determine how the superseded data were derived.
 FH1213
 FH1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV888347(NAD 83)
 FH1213_MARKER: DV = VERTICAL CONTROL DISK
 FH1213_SETTING: 66 = SET IN ROCK OUTCROP
 FH1213_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1213_STAMPING: V 311 1989
 FH1213_MARK LOGO: NGS   
 FH1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1213+STABILITY: POSITION/ELEVATION WELL
 FH1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1213+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1213
 FH1213  HISTORY     - Date     Condition        Report By
 FH1213  HISTORY     - 1989     MONUMENTED       NGS
 FH1213
 FH1213                          STATION DESCRIPTION
 FH1213
 FH1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1213'11.3 KM (7.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 FH1213'OF STATE HIGHWAY 282 IN MOUNTAINBURG, THENCE 1.0 KM (0.60 MI)
 FH1213'WESTERLY ALONG STATE HIGHWAY 282, THENCE 1.3 KM (0.80 MI) NORTHERLY
 FH1213'ALONG STATE HIGHWAY 71 (UNDER CONSTRUCTION), IN AN EXPOSED AREA OF
 FH1213'BEDROCK IN A HIGHWAY CUT, 18.8 M (61.7 FT) WEST OF THE APPROXIMATE
 FH1213'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT) ABOVE
 FH1213'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1237 ***********************************************************************
 FH1237  DESIGNATION -  V 312
 FH1237  PID         -  FH1237
 FH1237  STATE/COUNTY-  AR/WASHINGTON
 FH1237  USGS QUAD   -  BRENTWOOD (1983)
 FH1237
 FH1237                         *CURRENT SURVEY CONTROL
 FH1237  ___________________________________________________________________
 FH1237* NAD 83(1986)-  35 47 25.     (N)    094 07 21.     (W)     SCALED    
 FH1237* NAVD 88     -       604.388  (meters)    1982.90   (feet)  ADJUSTED  
 FH1237  ___________________________________________________________________
 FH1237  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FH1237  DYNAMIC HT  -         603.810 (meters)    1981.00  (feet)  COMP
 FH1237  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 FH1237
 FH1237  VERT ORDER  -  FIRST     CLASS II
 FH1237
 FH1237.The horizontal coordinates were scaled from a topographic map and have
 FH1237.an estimated accuracy of +/- 6 seconds.
 FH1237
 FH1237.The orthometric height was determined by differential leveling
 FH1237.and adjusted by the National Geodetic Survey in June 1991..
 FH1237
 FH1237.The geoid height was determined by GEOID03.
 FH1237
 FH1237.The dynamic height is computed by dividing the NAVD 88
 FH1237.geopotential number by the normal gravity value computed on the
 FH1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1237.degrees latitude (g = 980.6199 gals.).
 FH1237
 FH1237.The modeled gravity was interpolated from observed gravity values.
 FH1237
 FH1237;                    North         East    Units  Estimated Accuracy
 FH1237;SPC AR N     -   163,700.      208,150.      MT  (+/- 180 meters Scaled)
 FH1237
 FH1237                          SUPERSEDED SURVEY CONTROL
 FH1237
 FH1237  NGVD 29 (10/05/93)  604.231  (m)         1982.38   (f) ADJUSTED    1 2
 FH1237
 FH1237.Superseded values are not recommended for survey control.
 FH1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1237.See file dsdata.txt to determine how the superseded data were derived.
 FH1237
 FH1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV985612(NAD 83)
 FH1237_MARKER: DV = VERTICAL CONTROL DISK
 FH1237_SETTING: 66 = SET IN ROCK OUTCROP
 FH1237_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1237_STAMPING: V 312 1989
 FH1237_MARK LOGO: NGS   
 FH1237_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1237+STABILITY: POSITION/ELEVATION WELL
 FH1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1237+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1237
 FH1237  HISTORY     - Date     Condition        Report By
 FH1237  HISTORY     - 1989     MONUMENTED       NGS
 FH1237
 FH1237                          STATION DESCRIPTION
 FH1237
 FH1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1237'2.2 KM (1.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1237'WITH STATE HIGHWAY 74 IN WINSLOW, SET VERTICALLY IN THE EASTERN 1/3
 FH1237'OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 10.4 M (34.1 FT)
 FH1237'NORTH OF THE CENTER OF THE HIGHWAY, 0.7 M (2.3 FT) WEST OF A WITNESS
 FH1237'POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1249 ***********************************************************************
 GE1249  DESIGNATION -  V 313
 GE1249  PID         -  GE1249
 GE1249  STATE/COUNTY-  AR/SHARP
 GE1249  USGS QUAD   -  HARDY (1981)
 GE1249
 GE1249                         *CURRENT SURVEY CONTROL
 GE1249  ___________________________________________________________________
 GE1249* NAD 83(1986)-  36 17 45.     (N)    091 23 54.     (W)     SCALED    
 GE1249* NAVD 88     -       210.988  (meters)     692.22   (feet)  ADJUSTED  
 GE1249  ___________________________________________________________________
 GE1249  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE1249  DYNAMIC HT  -         210.810 (meters)     691.63  (feet)  COMP
 GE1249  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 GE1249
 GE1249  VERT ORDER  -  FIRST     CLASS II
 GE1249
 GE1249.The horizontal coordinates were scaled from a topographic map and have
 GE1249.an estimated accuracy of +/- 6 seconds.
 GE1249
 GE1249.The orthometric height was determined by differential leveling
 GE1249.and adjusted by the National Geodetic Survey in January 1995..
 GE1249
 GE1249.The geoid height was determined by GEOID03.
 GE1249
 GE1249.The dynamic height is computed by dividing the NAVD 88
 GE1249.geopotential number by the normal gravity value computed on the
 GE1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1249.degrees latitude (g = 980.6199 gals.).
 GE1249
 GE1249.The modeled gravity was interpolated from observed gravity values.
 GE1249
 GE1249;                    North         East    Units  Estimated Accuracy
 GE1249;SPC AR N     -   217,900.      454,050.      MT  (+/- 180 meters Scaled)
 GE1249
 GE1249                          SUPERSEDED SURVEY CONTROL
 GE1249
 GE1249  NGVD 29 (10/05/93)  210.880  (m)          691.86   (f) ADJUSTED    1 2
 GE1249
 GE1249.Superseded values are not recommended for survey control.
 GE1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1249.See file dsdata.txt to determine how the superseded data were derived.
 GE1249
 GE1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA438179(NAD 83)
 GE1249_MARKER: DV = VERTICAL CONTROL DISK
 GE1249_SETTING: 66 = SET IN ROCK OUTCROP
 GE1249_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1249_STAMPING: V 313 1990
 GE1249_MARK LOGO: NGS   
 GE1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1249+STABILITY: POSITION/ELEVATION WELL
 GE1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1249+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1249
 GE1249  HISTORY     - Date     Condition        Report By
 GE1249  HISTORY     - 1990     MONUMENTED       NGS
 GE1249
 GE1249                          STATION DESCRIPTION
 GE1249
 GE1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1249'9.1 KM (5.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1249'U.S. HIGHWAY 62 IN HARDY, IN A 3 BY 5-FOOT AREA OF OUTCROPPING
 GE1249'BEDROCK, 109.3 M (358.6 FT) WEST-NORTHWEST OF THE CENTER OF A
 GE1249'DRIVEWAY, 19.4 M (63.6 FT) NORTH OF A FENCE CORNER, 8.8 M (28.9 FT)
 GE1249'SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 GE1249'THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2190 ***********************************************************************
 FF2190  DESIGNATION -  V 314
 FF2190  PID         -  FF2190
 FF2190  STATE/COUNTY-  AR/POINSETT
 FF2190  USGS QUAD   -  TRUMANN (1983)
 FF2190
 FF2190                         *CURRENT SURVEY CONTROL
 FF2190  ___________________________________________________________________
 FF2190* NAD 83(1986)-  35 40 21.     (N)    090 30 02.     (W)     SCALED    
 FF2190* NAVD 88     -        67.486  (meters)     221.41   (feet)  ADJUSTED  
 FF2190  ___________________________________________________________________
 FF2190  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF2190  DYNAMIC HT  -          67.428 (meters)     221.22  (feet)  COMP
 FF2190  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 FF2190
 FF2190  VERT ORDER  -  FIRST     CLASS II
 FF2190
 FF2190.The horizontal coordinates were scaled from a topographic map and have
 FF2190.an estimated accuracy of +/- 6 seconds.
 FF2190
 FF2190.The orthometric height was determined by differential leveling
 FF2190.and adjusted by the National Geodetic Survey in January 1995..
 FF2190
 FF2190.The geoid height was determined by GEOID03.
 FF2190
 FF2190.The dynamic height is computed by dividing the NAVD 88
 FF2190.geopotential number by the normal gravity value computed on the
 FF2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2190.degrees latitude (g = 980.6199 gals.).
 FF2190
 FF2190.The modeled gravity was interpolated from observed gravity values.
 FF2190
 FF2190;                    North         East    Units  Estimated Accuracy
 FF2190;SPC AR N     -   149,600.      535,740.      MT  (+/- 180 meters Scaled)
 FF2190
 FF2190                          SUPERSEDED SURVEY CONTROL
 FF2190
 FF2190  NGVD 29 (10/05/93)   67.415  (m)          221.18   (f) ADJUSTED    1 2
 FF2190
 FF2190.Superseded values are not recommended for survey control.
 FF2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2190.See file dsdata.txt to determine how the superseded data were derived.
 FF2190
 FF2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV262505(NAD 83)
 FF2190_MARKER: I = METAL ROD
 FF2190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2190_SP_SET: STAINLESS STEEL ROD
 FF2190_STAMPING: V 314 1990
 FF2190_MARK LOGO: NGS   
 FF2190_PROJECTION: FLUSH
 FF2190_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2190+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FF2190_ROD/PIPE-DEPTH: 21.9 meters
 FF2190
 FF2190  HISTORY     - Date     Condition        Report By
 FF2190  HISTORY     - 1990     MONUMENTED       NGS
 FF2190  HISTORY     - 20020814 MARK NOT FOUND   USACE
 FF2190
 FF2190                          STATION DESCRIPTION
 FF2190
 FF2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2190'0.1 KM (0.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 69 SPUR FROM THE
 FF2190'JUNCTION OF CARLSON STREET IN TRUMANN, 36.5 M (119.8 FT) FT)
 FF2190'SOUTHWEST OF THE HIGHWAY CENTERLINE, 11.9 M (39.0 FT) NORTHEAST OF
 FF2190'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.4 M (4.6 FT)
 FF2190'NORTHWEST OF A UTILITY POLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 FF2190'HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FF2190'CAP.
 FF2190
 FF2190                          STATION RECOVERY (2002)
 FF2190
 FF2190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1222 ***********************************************************************
 GE1222  DESIGNATION -  V 315
 GE1222  PID         -  GE1222
 GE1222  STATE/COUNTY-  AR/LAWRENCE
 GE1222  USGS QUAD   -  IMBODEN (1981)
 GE1222
 GE1222                         *CURRENT SURVEY CONTROL
 GE1222  ___________________________________________________________________
 GE1222* NAD 83(1986)-  36 07 36.     (N)    091 09 21.     (W)     SCALED    
 GE1222* NAVD 88     -       120.279  (meters)     394.62   (feet)  ADJUSTED  
 GE1222  ___________________________________________________________________
 GE1222  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GE1222  DYNAMIC HT  -         120.179 (meters)     394.29  (feet)  COMP
 GE1222  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GE1222
 GE1222  VERT ORDER  -  FIRST     CLASS II
 GE1222
 GE1222.The horizontal coordinates were scaled from a topographic map and have
 GE1222.an estimated accuracy of +/- 6 seconds.
 GE1222
 GE1222.The orthometric height was determined by differential leveling
 GE1222.and adjusted by the National Geodetic Survey in January 1995..
 GE1222
 GE1222.The geoid height was determined by GEOID03.
 GE1222
 GE1222.The dynamic height is computed by dividing the NAVD 88
 GE1222.geopotential number by the normal gravity value computed on the
 GE1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1222.degrees latitude (g = 980.6199 gals.).
 GE1222
 GE1222.The modeled gravity was interpolated from observed gravity values.
 GE1222
 GE1222;                    North         East    Units  Estimated Accuracy
 GE1222;SPC AR N     -   199,290.      475,990.      MT  (+/- 180 meters Scaled)
 GE1222
 GE1222                          SUPERSEDED SURVEY CONTROL
 GE1222
 GE1222  NGVD 29 (10/05/93)  120.186  (m)          394.31   (f) ADJUSTED    1 2
 GE1222
 GE1222.Superseded values are not recommended for survey control.
 GE1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1222.See file dsdata.txt to determine how the superseded data were derived.
 GE1222
 GE1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV659995(NAD 83)
 GE1222_MARKER: DV = VERTICAL CONTROL DISK
 GE1222_SETTING: 66 = SET IN ROCK OUTCROP
 GE1222_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1222_STAMPING: V 315 1990
 GE1222_MARK LOGO: NGS   
 GE1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1222+STABILITY: POSITION/ELEVATION WELL
 GE1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1222+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1222
 GE1222  HISTORY     - Date     Condition        Report By
 GE1222  HISTORY     - 1990     MONUMENTED       NGS
 GE1222  HISTORY     - 20021026 GOOD             USACE
 GE1222
 GE1222                          STATION DESCRIPTION
 GE1222
 GE1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1222'6.0 KM (3.70 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1222'STATE HIGHWAY 25 IN BLACK ROCK, IN THE SOUTHEASTERN 1/3 OF A 10 BY
 GE1222'22-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.3 KM (0.80 MI)
 GE1222'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 117, 29.9 M (98.1 FT)
 GE1222'SOUTH OF THE SOUTHWEST CORNER OF A CULVERT, 22.9 M (75.1 FT) NORTH OF
 GE1222'THE NORTHEAST CORNER OF A HOUSE, 18.1 M (59.4 FT) WEST OF THE HIGHWAY
 GE1222'CENTERLINE, 13.5 M (44.3 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY
 GE1222'WIRE, 7.9 M (25.9 FT) SOUTH OF A UTILITY POLE WITH A TRANSFORMER, 1.5
 GE1222'M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT)
 GE1222'NORTHWEST OF A WITNESS POST.
 GE1222
 GE1222                          STATION RECOVERY (2002)
 GE1222
 GE1222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1240 ***********************************************************************
 GE1240  DESIGNATION -  V 316
 GE1240  PID         -  GE1240
 GE1240  STATE/COUNTY-  AR/SHARP
 GE1240  USGS QUAD   -  WILLIFORD (1981)
 GE1240
 GE1240                         *CURRENT SURVEY CONTROL
 GE1240  ___________________________________________________________________
 GE1240* NAD 83(1986)-  36 16 24.     (N)    091 20 03.     (W)     SCALED    
 GE1240* NAVD 88     -       103.470  (meters)     339.47   (feet)  ADJUSTED  
 GE1240  ___________________________________________________________________
 GE1240  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE1240  DYNAMIC HT  -         103.384 (meters)     339.19  (feet)  COMP
 GE1240  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GE1240
 GE1240  VERT ORDER  -  FIRST     CLASS II
 GE1240
 GE1240.The horizontal coordinates were scaled from a topographic map and have
 GE1240.an estimated accuracy of +/- 6 seconds.
 GE1240
 GE1240.The orthometric height was determined by differential leveling
 GE1240.and adjusted by the National Geodetic Survey in January 1995..
 GE1240
 GE1240.The geoid height was determined by GEOID03.
 GE1240
 GE1240.The dynamic height is computed by dividing the NAVD 88
 GE1240.geopotential number by the normal gravity value computed on the
 GE1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1240.degrees latitude (g = 980.6199 gals.).
 GE1240
 GE1240.The modeled gravity was interpolated from observed gravity values.
 GE1240
 GE1240;                    North         East    Units  Estimated Accuracy
 GE1240;SPC AR N     -   215,440.      459,830.      MT  (+/- 180 meters Scaled)
 GE1240
 GE1240                          SUPERSEDED SURVEY CONTROL
 GE1240
 GE1240  NGVD 29 (10/05/93)  103.366  (m)          339.13   (f) ADJUSTED    1 2
 GE1240
 GE1240.Superseded values are not recommended for survey control.
 GE1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1240.See file dsdata.txt to determine how the superseded data were derived.
 GE1240
 GE1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA496155(NAD 83)
 GE1240_MARKER: I = METAL ROD
 GE1240_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1240_SP_SET: STAINLESS STEEL ROD
 GE1240_STAMPING: V 316 1990
 GE1240_MARK LOGO: NGS   
 GE1240_PROJECTION: FLUSH
 GE1240_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1240+STABILITY: POSITION/ELEVATION WELL
 GE1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1240+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1240_ROD/PIPE-DEPTH: 5.4  meters
 GE1240
 GE1240  HISTORY     - Date     Condition        Report By
 GE1240  HISTORY     - 1990     MONUMENTED       NGS
 GE1240
 GE1240                          STATION DESCRIPTION
 GE1240
 GE1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1240'9.5 KM (5.90 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1240'STATE HIGHWAY 90 IN RAVENDEN, 18.9 KM (11.75 MI) NORTHWEST OF THE
 GE1240'CENTER OF A DRIVEWAY, 18.0 M (59.1 FT) NORTH OF THE HIGHWAY
 GE1240'CENTERLINE, 2.7 M (8.9 FT) WEST OF UTILITY POLE NUMBER 30067 WITH 2
 GE1240'GUY WIRES, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 GE1240'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 GE1240'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0253 ***********************************************************************
 GE0253  DESIGNATION -  V 32
 GE0253  PID         -  GE0253
 GE0253  STATE/COUNTY-  AR/CLAY
 GE0253  USGS QUAD   -  CORNING (1964)
 GE0253
 GE0253                         *CURRENT SURVEY CONTROL
 GE0253  ___________________________________________________________________
 GE0253* NAD 83(1986)-  36 26 19.     (N)    090 33 27.     (W)     SCALED    
 GE0253* NAVD 88     -        88.322  (meters)     289.77   (feet)  ADJUSTED  
 GE0253  ___________________________________________________________________
 GE0253  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GE0253  DYNAMIC HT  -          88.251 (meters)     289.54  (feet)  COMP
 GE0253  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 GE0253
 GE0253  VERT ORDER  -  FIRST     CLASS II
 GE0253
 GE0253.The horizontal coordinates were scaled from a topographic map and have
 GE0253.an estimated accuracy of +/- 6 seconds.
 GE0253
 GE0253.The orthometric height was determined by differential leveling
 GE0253.and adjusted by the National Geodetic Survey in June 1991..
 GE0253
 GE0253.The geoid height was determined by GEOID03.
 GE0253
 GE0253.The dynamic height is computed by dividing the NAVD 88
 GE0253.geopotential number by the normal gravity value computed on the
 GE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0253.degrees latitude (g = 980.6199 gals.).
 GE0253
 GE0253.The modeled gravity was interpolated from observed gravity values.
 GE0253
 GE0253;                    North         East    Units  Estimated Accuracy
 GE0253;SPC AR N     -   234,520.      529,340.      MT  (+/- 180 meters Scaled)
 GE0253
 GE0253                          SUPERSEDED SURVEY CONTROL
 GE0253
 GE0253  NGVD 29 (??/??/92)   88.314  (m)          289.74   (f) ADJ UNCH    1 2
 GE0253
 GE0253.Superseded values are not recommended for survey control.
 GE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0253.See file dsdata.txt to determine how the superseded data were derived.
 GE0253
 GE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA189353(NAD 83)
 GE0253_MARKER: DB = BENCH MARK DISK
 GE0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0253_STAMPING: V 32 1933
 GE0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0253+STABILITY: SURFACE MOTION
 GE0253
 GE0253  HISTORY     - Date     Condition        Report By
 GE0253  HISTORY     - 1933     MONUMENTED       CGS
 GE0253  HISTORY     - 1956     GOOD             NGS
 GE0253  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0253
 GE0253                          STATION DESCRIPTION
 GE0253
 GE0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0253'2.6 MI NE FROM CORNING.
 GE0253'ABOUT 2.55 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 GE0253'FROM THE STATION AT CORNING, AT CROSSING OF A NARROW GRADED ROAD
 GE0253'AND ABOUT 0.1 MILE EAST ALONG ROAD FROM A CROSSROAD, 47 1/2
 GE0253'FEET SOUTHEAST OF SOUTHEAST RAIL, 51 FEET NORTH OF CENTER LINE
 GE0253'OF ROAD, 29 FEET SOUTHWEST OF A 36-INCH OAK TREE, 37 FEET
 GE0253'NORTHEAST OF TELEPHONE POLE NO. 189/29, 2 1/2 FEET SOUTHEAST OF
 GE0253'A FENCE LINE AND INSIDE A WOODED PASTURE, ABOUT 4 FEET BELOW
 GE0253'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0253'10 INCHES.
 GE0253
 GE0253                          STATION RECOVERY (2002)
 GE0253
 GE0253'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0175 ***********************************************************************
 GG0175  DESIGNATION -  V 34
 GG0175  PID         -  GG0175
 GG0175  STATE/COUNTY-  AR/BENTON
 GG0175  USGS QUAD   -  COLCORD NE (1971)
 GG0175
 GG0175                         *CURRENT SURVEY CONTROL
 GG0175  ___________________________________________________________________
 GG0175* NAD 83(1986)-  36 24 10.     (N)    094 34 23.     (W)     SCALED    
 GG0175* NAVD 88     -       332.663  (meters)    1091.41   (feet)  ADJUSTED  
 GG0175  ___________________________________________________________________
 GG0175  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GG0175  DYNAMIC HT  -         332.380 (meters)    1090.48  (feet)  COMP
 GG0175  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 GG0175
 GG0175  VERT ORDER  -  SECOND    CLASS 0
 GG0175
 GG0175.The horizontal coordinates were scaled from a topographic map and have
 GG0175.an estimated accuracy of +/- 6 seconds.
 GG0175
 GG0175.The orthometric height was determined by differential leveling
 GG0175.and adjusted by the National Geodetic Survey in June 1991..
 GG0175
 GG0175.The geoid height was determined by GEOID03.
 GG0175
 GG0175.The dynamic height is computed by dividing the NAVD 88
 GG0175.geopotential number by the normal gravity value computed on the
 GG0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0175.degrees latitude (g = 980.6199 gals.).
 GG0175
 GG0175.The modeled gravity was interpolated from observed gravity values.
 GG0175
 GG0175;                    North         East    Units  Estimated Accuracy
 GG0175;SPC AR N     -   232,610.      169,210.      MT  (+/- 180 meters Scaled)
 GG0175
 GG0175                          SUPERSEDED SURVEY CONTROL
 GG0175
 GG0175  NGVD 29 (??/??/92)  332.53   (m)         1091.0    (f) COMPUTED    2 0
 GG0175
 GG0175.Superseded values are not recommended for survey control.
 GG0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0175.See file dsdata.txt to determine how the superseded data were derived.
 GG0175
 GG0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA589297(NAD 83)
 GG0175_MARKER: DB = BENCH MARK DISK
 GG0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0175_STAMPING: V 34 1934
 GG0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0175+STABILITY: SURFACE MOTION
 GG0175
 GG0175  HISTORY     - Date     Condition        Report By
 GG0175  HISTORY     - 1934     MONUMENTED       CGS
 GG0175  HISTORY     - 1960     GOOD             NGS
 GG0175
 GG0175                          STATION DESCRIPTION
 GG0175
 GG0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0175'0.9 MI E FROM MAYSVILLE.
 GG0175'0.9 MILE EAST ALONG STATE HIGHWAY 102 FROM MAYSVILLE, BENTON
 GG0175'COUNTY, 1.6 MILES EAST OF THE ARKANSAS-OKLAHOMA STATE LINE, HALFWAY
 GG0175'BETWEEN 2 CORNERS, 1/2 MILE SOUTH OF A SQUARE 2-STORY HOUSE, OPPOSITE
 GG0175'A ROW OF POLES, NEAR THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 GG0175'AND 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GG0175'DISK, STAMPED V 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0175'NOTE-- THE DESCRIBED LOCATION OF THIS MARK WAS THOUGHT TO BE ALONG
 GG0175'A ROAD THAT WAS FORMERLY STATE HIGHWAY 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0332 ***********************************************************************
 GF0332  DESIGNATION -  V 35
 GF0332  PID         -  GF0332
 GF0332  STATE/COUNTY-  AR/BOONE
 GF0332  USGS QUAD   -  BERGMAN (1975)
 GF0332
 GF0332                         *CURRENT SURVEY CONTROL
 GF0332  ___________________________________________________________________
 GF0332* NAD 83(1986)-  36 21 37.     (N)    093 05 01.     (W)     SCALED    
 GF0332* NAVD 88     -       275.944  (meters)     905.33   (feet)  ADJUSTED  
 GF0332  ___________________________________________________________________
 GF0332  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0332  DYNAMIC HT  -         275.701 (meters)     904.53  (feet)  COMP
 GF0332  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 GF0332
 GF0332  VERT ORDER  -  SECOND    CLASS 0
 GF0332
 GF0332.The horizontal coordinates were scaled from a topographic map and have
 GF0332.an estimated accuracy of +/- 6 seconds.
 GF0332
 GF0332.The orthometric height was determined by differential leveling
 GF0332.and adjusted by the National Geodetic Survey in June 1991..
 GF0332
 GF0332.The geoid height was determined by GEOID03.
 GF0332
 GF0332.The dynamic height is computed by dividing the NAVD 88
 GF0332.geopotential number by the normal gravity value computed on the
 GF0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0332.degrees latitude (g = 980.6199 gals.).
 GF0332
 GF0332.The modeled gravity was interpolated from observed gravity values.
 GF0332
 GF0332;                    North         East    Units  Estimated Accuracy
 GF0332;SPC AR N     -   225,420.      302,740.      MT  (+/- 180 meters Scaled)
 GF0332
 GF0332                          SUPERSEDED SURVEY CONTROL
 GF0332
 GF0332  NGVD 29 (??/??/92)  275.816  (m)          904.91   (f) ADJ UNCH    2 0
 GF0332
 GF0332.Superseded values are not recommended for survey control.
 GF0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0332.See file dsdata.txt to determine how the superseded data were derived.
 GF0332
 GF0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA924239(NAD 83)
 GF0332_MARKER: DB = BENCH MARK DISK
 GF0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0332_SP_SET: BRIDGE
 GF0332_STAMPING: V-35 1934
 GF0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0332
 GF0332  HISTORY     - Date     Condition        Report By
 GF0332  HISTORY     - 1934     MONUMENTED       CGS
 GF0332
 GF0332                          STATION DESCRIPTION
 GF0332
 GF0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0332'0.6 MI SE FROM MYRTLE.
 GF0332'0.6 MILE SOUTHEAST OF, ALONG MISSOURI PACIFIC R.R. FROM STATION
 GF0332'AT STEEL BRIDGE NO. 146 OVER CHITTEM CREEK, 40 FEET NORTHWEST
 GF0332'OF POLE 422-19, 8 FEET NORTH OF CENTERLINE OF RAILROAD, SET
 GF0332'IN TOP OF NORTH END OF THE EAST WINGWALL OF BRIDGE, TABLET
 GF0332'SET IN TOP OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0142 ***********************************************************************
 GF0142  DESIGNATION -  V 36
 GF0142  PID         -  GF0142
 GF0142  STATE/COUNTY-  AR/BAXTER
 GF0142  USGS QUAD   -  COTTER (1981)
 GF0142
 GF0142                         *CURRENT SURVEY CONTROL
 GF0142  ___________________________________________________________________
 GF0142* NAD 83(1986)-  36 17 03.     (N)    092 30 01.     (W)     SCALED    
 GF0142* NAVD 88     -       217.874  (meters)     714.81   (feet)  ADJUSTED  
 GF0142  ___________________________________________________________________
 GF0142  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0142  DYNAMIC HT  -         217.688 (meters)     714.20  (feet)  COMP
 GF0142  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GF0142
 GF0142  VERT ORDER  -  SECOND    CLASS 0
 GF0142
 GF0142.The horizontal coordinates were scaled from a topographic map and have
 GF0142.an estimated accuracy of +/- 6 seconds.
 GF0142
 GF0142.The orthometric height was determined by differential leveling
 GF0142.and adjusted by the National Geodetic Survey in June 1991..
 GF0142
 GF0142.The geoid height was determined by GEOID03.
 GF0142
 GF0142.The dynamic height is computed by dividing the NAVD 88
 GF0142.geopotential number by the normal gravity value computed on the
 GF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0142.degrees latitude (g = 980.6199 gals.).
 GF0142
 GF0142.The modeled gravity was interpolated from observed gravity values.
 GF0142
 GF0142;                    North         East    Units  Estimated Accuracy
 GF0142;SPC AR N     -   216,550.      355,060.      MT  (+/- 180 meters Scaled)
 GF0142
 GF0142                          SUPERSEDED SURVEY CONTROL
 GF0142
 GF0142  NGVD 29 (??/??/92)  217.762  (m)          714.44   (f) ADJ UNCH    2 0
 GF0142
 GF0142.Superseded values are not recommended for survey control.
 GF0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0142.See file dsdata.txt to determine how the superseded data were derived.
 GF0142
 GF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA448155(NAD 83)
 GF0142_MARKER: DB = BENCH MARK DISK
 GF0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0142_STAMPING: V-36 1934
 GF0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0142+STABILITY: SURFACE MOTION
 GF0142
 GF0142  HISTORY     - Date     Condition        Report By
 GF0142  HISTORY     - 1934     MONUMENTED       CGS
 GF0142  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0142  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 GF0142
 GF0142                          STATION DESCRIPTION
 GF0142
 GF0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0142'0.7 MI W FROM GASSVILLE.
 GF0142'AT DRIVEWAY NORTH TO FARM, 130 FEET EAST OF PIPE-CULVERT 2 FT.
 GF0142'IN DIAMETER, 43 FEET NORTHEAST OF HIGHWAY CENTERLINE, 35 FEET
 GF0142'SOUTHEAST OF THE DRIVEWAY CENTERLINE, 45 FEET NORTH OF INTERSECTION
 GF0142'OF HIGHWAY CENTERLINE AND POWER LINE PASSING OVER HIGHWAY, 5
 GF0142'FEET NORTH OF FENCE CORNER.  TABLET SET IN PRECAST CONCRETE
 GF0142'POST.
 GF0142
 GF0142                          STATION RECOVERY (1965)
 GF0142
 GF0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0142'MARK NOT FOUND.
 GF0142
 GF0142                          STATION RECOVERY (2004)
 GF0142
 GF0142'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0140 ***********************************************************************
 GF0140  DESIGNATION -  V 37
 GF0140  PID         -  GF0140
 GF0140  STATE/COUNTY-  AR/BAXTER
 GF0140  USGS QUAD   -  COTTER (1981)
 GF0140
 GF0140                         *CURRENT SURVEY CONTROL
 GF0140  ___________________________________________________________________
 GF0140* NAD 83(1986)-  36 16 05.     (N)    092 31 49.     (W)     SCALED    
 GF0140* NAVD 88     -       136.355  (meters)     447.36   (feet)  ADJUSTED  
 GF0140  ___________________________________________________________________
 GF0140  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GF0140  DYNAMIC HT  -         136.238 (meters)     446.97  (feet)  COMP
 GF0140  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 GF0140
 GF0140  VERT ORDER  -  SECOND    CLASS 0
 GF0140
 GF0140.The horizontal coordinates were scaled from a topographic map and have
 GF0140.an estimated accuracy of +/- 6 seconds.
 GF0140
 GF0140.The orthometric height was determined by differential leveling
 GF0140.and adjusted by the National Geodetic Survey in June 1991..
 GF0140
 GF0140.The geoid height was determined by GEOID03.
 GF0140
 GF0140.The dynamic height is computed by dividing the NAVD 88
 GF0140.geopotential number by the normal gravity value computed on the
 GF0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0140.degrees latitude (g = 980.6199 gals.).
 GF0140
 GF0140.The modeled gravity was interpolated from observed gravity values.
 GF0140
 GF0140;                    North         East    Units  Estimated Accuracy
 GF0140;SPC AR N     -   214,780.      352,350.      MT  (+/- 180 meters Scaled)
 GF0140
 GF0140                          SUPERSEDED SURVEY CONTROL
 GF0140
 GF0140  NGVD 29 (??/??/92)  136.245  (m)          447.00   (f) ADJ UNCH    2 0
 GF0140
 GF0140.Superseded values are not recommended for survey control.
 GF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0140.See file dsdata.txt to determine how the superseded data were derived.
 GF0140
 GF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA421137(NAD 83)
 GF0140_MARKER: DB = BENCH MARK DISK
 GF0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0140_STAMPING: V-37 1934
 GF0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0140+STABILITY: SURFACE MOTION
 GF0140
 GF0140  HISTORY     - Date     Condition        Report By
 GF0140  HISTORY     - 1934     MONUMENTED       CGS
 GF0140  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0140  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 GF0140
 GF0140                          STATION DESCRIPTION
 GF0140
 GF0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0140'AT COTTER.
 GF0140'AT COTTER, AT THE RAILROAD PASSENGER STATION, 44 FEET WEST
 GF0140'OF THE SOUTHWEST CORNER OF THE STATION, 41.5 FEET NORTHWEST
 GF0140'OF RAILROAD CENTERLINE, 5.5 FEET WEST OF COAL SHED, 14.1 FEET
 GF0140'SOUTHEAST OF CENTERLINE OF SIDETRACK AT THE NORTH SIDE OF
 GF0140'STATION, TABLET SET IN PRECAST CONCRETE POST.
 GF0140
 GF0140                          STATION RECOVERY (1971)
 GF0140
 GF0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0140'MARK NOT FOUND.
 GF0140
 GF0140                          STATION RECOVERY (2004)
 GF0140
 GF0140'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0567 ***********************************************************************
 GE0567  DESIGNATION -  V 38 RESET
 GE0567  PID         -  GE0567
 GE0567  STATE/COUNTY-  AR/FULTON
 GE0567  USGS QUAD   -  VIOLA (1984)
 GE0567
 GE0567                         *CURRENT SURVEY CONTROL
 GE0567  ___________________________________________________________________
 GE0567* NAD 83(1986)-  36 24 00.     (N)    091 56 54.     (W)     SCALED    
 GE0567* NAVD 88     -       298.89   (meters)     980.6    (feet)  RESET     
 GE0567  ___________________________________________________________________
 GE0567  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GE0567
 GE0567  VERT ORDER  -  THIRD
 GE0567
 GE0567.The horizontal coordinates were scaled from a topographic map and have
 GE0567.an estimated accuracy of +/- 6 seconds.
 GE0567
 GE0567.The orthometric height was computed from unverified reset data.
 GE0567
 GE0567.The geoid height was determined by GEOID03.
 GE0567
 GE0567;                    North         East    Units  Estimated Accuracy
 GE0567;SPC AR N     -   229,290.      404,640.      MT  (+/- 180 meters Scaled)
 GE0567
 GE0567                          SUPERSEDED SURVEY CONTROL
 GE0567
 GE0567.No superseded survey control is available for this station.
 GE0567
 GE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA943288(NAD 83)
 GE0567_MARKER: DB = BENCH MARK DISK
 GE0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0567_STAMPING: V 38 RESET 1970
 GE0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0567+STABILITY: SURFACE MOTION
 GE0567
 GE0567  HISTORY     - Date     Condition        Report By
 GE0567  HISTORY     - 1970     MONUMENTED       NGS
 GE0567
 GE0567                          STATION DESCRIPTION
 GE0567
 GE0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GE0567'2.3 MI E FROM VIOLA.
 GE0567'THIS MARK WAS ESTABLISHED THROUGH T.B.M.S ESTABLISHED BY MR.
 GE0567'ERNEST ROBERTS, REGISTERED LAND SURVEYOR OF SALEM, ARKANSAS.
 GE0567'THE T.B.M. NO. 2 SET BY MR. ROBERTS COULD NOT BE LEVELED THROUGH
 GE0567'THIS DATE BECAUSE THE EAVES ON THE HOUSE HAS BEEN BOXED IN AND
 GE0567'THE ROD COULD NOT BE PLUMBED OVER THE POINT.  THE ORIGINAL
 GE0567'CONCRETE MONUMENT WAS RESET AND CEMENTED AROUND FOR ABOUT 10
 GE0567'INCHES AT THE BOTTOM AND EARTH FIRMLY TAMPED TO GROUND LEVEL, AND
 GE0567'THE DISK ALTERED TO READ V 38 RESET 1970.  THE MARK IS 2.05
 GE0567'MILES EAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF STATE
 GE0567'ROUTE 223 IN VIOLA, 92 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 GE0567'OF THE HARRY WINTER HOME, 82 FEET SOUTH OF THE SOUTHEAST CORNER
 GE0567'OF THE HOME, 53 FEET EAST OF THE APPROXIMATE CENTER OF A NEW
 GE0567'DRIVEWAY, 36 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 GE0567'HIGHWAY 62. 0.7 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN,
 GE0567'AND DIRECTLY UNDER OVERHEAD UTILITY LINES.  A STANDARD DISK SET
 GE0567'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 GE0567'1 INCH AND THE DISK IS STAMPED V 38 RESET 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0061 ***********************************************************************
 FG0061  DESIGNATION -  V 39
 FG0061  PID         -  FG0061
 FG0061  STATE/COUNTY-  AR/IZARD
 FG0061  USGS QUAD   -  SYLAMORE (1975)
 FG0061
 FG0061                         *CURRENT SURVEY CONTROL
 FG0061  ___________________________________________________________________
 FG0061* NAD 83(1986)-  35 57 34.     (N)    092 05 26.     (W)     SCALED    
 FG0061* NAVD 88     -       103.608  (meters)     339.92   (feet)  ADJUSTED  
 FG0061  ___________________________________________________________________
 FG0061  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FG0061  DYNAMIC HT  -         103.518 (meters)     339.63  (feet)  COMP
 FG0061  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 FG0061
 FG0061  VERT ORDER  -  SECOND    CLASS 0
 FG0061
 FG0061.The horizontal coordinates were scaled from a topographic map and have
 FG0061.an estimated accuracy of +/- 6 seconds.
 FG0061
 FG0061.The orthometric height was determined by differential leveling
 FG0061.and adjusted by the National Geodetic Survey in June 1991..
 FG0061
 FG0061.The geoid height was determined by GEOID03.
 FG0061
 FG0061.The dynamic height is computed by dividing the NAVD 88
 FG0061.geopotential number by the normal gravity value computed on the
 FG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0061.degrees latitude (g = 980.6199 gals.).
 FG0061
 FG0061.The modeled gravity was interpolated from observed gravity values.
 FG0061
 FG0061;                    North         East    Units  Estimated Accuracy
 FG0061;SPC AR N     -   180,410.      391,830.      MT  (+/- 180 meters Scaled)
 FG0061
 FG0061                          SUPERSEDED SURVEY CONTROL
 FG0061
 FG0061  NGVD 29 (??/??/92)  103.508  (m)          339.59   (f) ADJ UNCH    2 0
 FG0061
 FG0061.Superseded values are not recommended for survey control.
 FG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0061.See file dsdata.txt to determine how the superseded data were derived.
 FG0061
 FG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV820798(NAD 83)
 FG0061_MARKER: DB = BENCH MARK DISK
 FG0061_SETTING: 66 = SET IN ROCK OUTCROP
 FG0061_SP_SET: ROCK SHELF
 FG0061_STAMPING: V-39 1934
 FG0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0061+STABILITY: POSITION/ELEVATION WELL
 FG0061
 FG0061  HISTORY     - Date     Condition        Report By
 FG0061  HISTORY     - 1934     MONUMENTED       CGS
 FG0061
 FG0061                          STATION DESCRIPTION
 FG0061
 FG0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0061'1.6 MI N FROM SYLAMORE.
 FG0061'UNDER POLE 326-16.  27 FEET EAST OF SMALL WOOD CULVERT.  IN SHELF OF
 FG0061'LIMESTONE WALL ABOUT 130 FEET LONG AND 25 FT. HIGH.  9 FEET SOUTHEAST
 FG0061'OF RAILROAD CENTERLINE.  AT SAME LEVEL AS TOP OF RAILS.  TABLET SET IN
 FG0061'TOP OF A LIMESTONE SHELF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0132 ***********************************************************************
 FF0132  DESIGNATION -  V 4
 FF0132  PID         -  FF0132
 FF0132  STATE/COUNTY-  AR/CRITTENDEN
 FF0132  USGS QUAD   -  HEAFER (1974)
 FF0132
 FF0132                         *CURRENT SURVEY CONTROL
 FF0132  ___________________________________________________________________
 FF0132* NAD 83(1986)-  35 21 19.     (N)    090 15 01.     (W)     SCALED    
 FF0132* NAVD 88     -        68.642  (meters)     225.20   (feet)  ADJUSTED  
 FF0132  ___________________________________________________________________
 FF0132  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FF0132  DYNAMIC HT  -          68.581 (meters)     225.00  (feet)  COMP
 FF0132  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 FF0132
 FF0132  VERT ORDER  -  FIRST     CLASS II
 FF0132
 FF0132.The horizontal coordinates were scaled from a topographic map and have
 FF0132.an estimated accuracy of +/- 6 seconds.
 FF0132
 FF0132.The orthometric height was determined by differential leveling
 FF0132.and adjusted by the National Geodetic Survey in January 1995..
 FF0132.WARNING-Repeat measurements at this control monument indicate possible
 FF0132.vertical movement.
 FF0132
 FF0132.The geoid height was determined by GEOID03.
 FF0132
 FF0132.The dynamic height is computed by dividing the NAVD 88
 FF0132.geopotential number by the normal gravity value computed on the
 FF0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0132.degrees latitude (g = 980.6199 gals.).
 FF0132
 FF0132.The modeled gravity was interpolated from observed gravity values.
 FF0132
 FF0132;                    North         East    Units  Estimated Accuracy
 FF0132;SPC AR N     -   114,790.      559,020.      MT  (+/- 180 meters Scaled)
 FF0132
 FF0132                          SUPERSEDED SURVEY CONTROL
 FF0132
 FF0132  NAVD 88 (06/15/91)   68.650  (m)          225.23   (f) UNKNOWN     1 2
 FF0132  NGVD 29 (10/05/93)   68.613  (m)          225.11   (f) ADJUSTED    1 2
 FF0132
 FF0132.Superseded values are not recommended for survey control.
 FF0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0132.See file dsdata.txt to determine how the superseded data were derived.
 FF0132
 FF0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV498159(NAD 83)
 FF0132_MARKER: DB = BENCH MARK DISK
 FF0132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0132_SP_SET: HEADWALL
 FF0132_STAMPING: V 4 1928 225.219
 FF0132_MARK LOGO: CGS   
 FF0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0132+STABILITY: SURFACE MOTION
 FF0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0132+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0132
 FF0132  HISTORY     - Date     Condition        Report By
 FF0132  HISTORY     - 1928     MONUMENTED       CGS
 FF0132  HISTORY     - 1956     GOOD             CGS
 FF0132  HISTORY     - 19920319 GOOD             NGS
 FF0132  HISTORY     - 20021024 GOOD             USACE
 FF0132
 FF0132                          STATION DESCRIPTION
 FF0132
 FF0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0132'1.2 MI SE FROM TURRELL.
 FF0132'1.15 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0132'FROM THE STATION AT TURRELL, 28 1/2 FEET SOUTH OF MILEAGE POLE
 FF0132'NO. 463/16, 16 FEET NORTHEAST OF NORTHEAST RAIL, IN THE TOP OF
 FF0132'NORTHWEST END OF NORTHEAST HEAD WALL OF A 4-FOOT CONCRETE
 FF0132'CULVERT UNDER TRACK, ABOUT 100 YARDS NORTH AND ACROSS TRACK FROM
 FF0132'A SMALL CONCRETE BRIDGE UNDER OLD U.S. HIGHWAY 63 AND ABOUT 5
 FF0132'FEET BELOW LEVEL OF TRACK.
 FF0132
 FF0132                          STATION RECOVERY (1992)
 FF0132
 FF0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0132'2.6 KM (1.60 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM THE HIGH SCHOOL
 FF0132'IN TURRELL, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF
 FF0132'THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE BURLINGTON NORTHERN
 FF0132'RAILROAD, 92.0 M (301.8 FT) NORTH OF THE EAST END OF A CULVERT UNDER
 FF0132'THE HIGHWAY, 28.5 M (93.5 FT) EAST OF THE HIGHWAY CENTERLINE, 4.8 M
 FF0132'(15.7 FT) EAST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 FF0132'OF THE HIGHWAY.
 FF0132
 FF0132                          STATION RECOVERY (2002)
 FF0132
 FF0132'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1572 ***********************************************************************
 FF1572  DESIGNATION -  V 42
 FF1572  PID         -  FF1572
 FF1572  STATE/COUNTY-  AR/INDEPENDENCE
 FF1572  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1572
 FF1572                         *CURRENT SURVEY CONTROL
 FF1572  ___________________________________________________________________
 FF1572* NAD 83(1986)-  35 47 48.     (N)    091 31 53.     (W)     SCALED    
 FF1572* NAVD 88     -       124.950  (meters)     409.94   (feet)  ADJUSTED  
 FF1572  ___________________________________________________________________
 FF1572  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FF1572  DYNAMIC HT  -         124.842 (meters)     409.59  (feet)  COMP
 FF1572  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 FF1572
 FF1572  VERT ORDER  -  SECOND    CLASS 0
 FF1572
 FF1572.The horizontal coordinates were scaled from a topographic map and have
 FF1572.an estimated accuracy of +/- 6 seconds.
 FF1572
 FF1572.The orthometric height was determined by differential leveling
 FF1572.and adjusted by the National Geodetic Survey in June 1991..
 FF1572
 FF1572.The geoid height was determined by GEOID03.
 FF1572
 FF1572.The dynamic height is computed by dividing the NAVD 88
 FF1572.geopotential number by the normal gravity value computed on the
 FF1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1572.degrees latitude (g = 980.6199 gals.).
 FF1572
 FF1572.The modeled gravity was interpolated from observed gravity values.
 FF1572
 FF1572;                    North         East    Units  Estimated Accuracy
 FF1572;SPC AR N     -   162,450.      442,360.      MT  (+/- 180 meters Scaled)
 FF1572
 FF1572                          SUPERSEDED SURVEY CONTROL
 FF1572
 FF1572  NGVD 29 (??/??/??)  124.873  (m)          409.69   (f) ADJUSTED    2 0
 FF1572
 FF1572.Superseded values are not recommended for survey control.
 FF1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1572.See file dsdata.txt to determine how the superseded data were derived.
 FF1572
 FF1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV327623(NAD 83)
 FF1572_MARKER: DB = BENCH MARK DISK
 FF1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1572_STAMPING: V 42 1935 409.687
 FF1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1572+STABILITY: SURFACE MOTION
 FF1572
 FF1572  HISTORY     - Date     Condition        Report By
 FF1572  HISTORY     - 1935     MONUMENTED       CGS
 FF1572  HISTORY     - 1949     GOOD             CGS
 FF1572  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1572
 FF1572                          STATION DESCRIPTION
 FF1572
 FF1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF1572'7.5 MI NE FROM BATESVILLE.
 FF1572'7.5 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE INTERSECTION
 FF1572'OF ST. LOUIS AND EAST MAIN STREETS AT BATESVILLE, AT THE WEST
 FF1572'END OF A CURVE, AT THE JUNCTION WITH THE ROAD LEADING TO SULPHUR
 FF1572'ROCK, 63 FEET WEST OF A SMALL GATE TO THE W.H. SAFFELL RESIDENCE,
 FF1572'43 FEET EAST OF THE CENTERLINE OF THE SOUTHEAST CORNER OF A WOODEN
 FF1572'CULVERT, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1
 FF1572'FOOT NORTH OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED
 FF1572'V 42 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF1572
 FF1572                          STATION RECOVERY (1986)
 FF1572
 FF1572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0586 ***********************************************************************
 FF0586  DESIGNATION -  V 44
 FF0586  PID         -  FF0586
 FF0586  STATE/COUNTY-  AR/CROSS
 FF0586  USGS QUAD   -  WITTSBURG (1992)
 FF0586
 FF0586                         *CURRENT SURVEY CONTROL
 FF0586  ___________________________________________________________________
 FF0586* NAD 83(1986)-  35 14 50.     (N)    090 42 47.     (W)     SCALED    
 FF0586* NAVD 88     -        69.488  (meters)     227.98   (feet)  POSTED    
 FF0586  ___________________________________________________________________
 FF0586  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0586  DYNAMIC HT  -          69.430 (meters)     227.79  (feet)  COMP
 FF0586  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 FF0586
 FF0586  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0586
 FF0586.The horizontal coordinates were scaled from a topographic map and have
 FF0586.an estimated accuracy of +/- 6 seconds.
 FF0586
 FF0586.The orthometric height was determined by differential leveling
 FF0586.and adjusted by the National Geodetic Survey in 1992..
 FF0586.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0586.rate of 1.1 thru 2.0 mm/km.
 FF0586
 FF0586.The geoid height was determined by GEOID03.
 FF0586
 FF0586.The dynamic height is computed by dividing the NAVD 88
 FF0586.geopotential number by the normal gravity value computed on the
 FF0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0586.degrees latitude (g = 980.6199 gals.).
 FF0586
 FF0586.The modeled gravity was interpolated from observed gravity values.
 FF0586
 FF0586;                    North         East    Units  Estimated Accuracy
 FF0586;SPC AR N     -   102,150.      517,120.      MT  (+/- 180 meters Scaled)
 FF0586
 FF0586                          SUPERSEDED SURVEY CONTROL
 FF0586
 FF0586  NGVD 29 (??/??/??)   69.468  (m)          227.91   (f) ADJUSTED    2 0
 FF0586
 FF0586.Superseded values are not recommended for survey control.
 FF0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0586.See file dsdata.txt to determine how the superseded data were derived.
 FF0586
 FF0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV080028(NAD 83)
 FF0586_MARKER: DB = BENCH MARK DISK
 FF0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0586_STAMPING: V 44 1935
 FF0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0586+STABILITY: SURFACE MOTION
 FF0586
 FF0586  HISTORY     - Date     Condition        Report By
 FF0586  HISTORY     - 1935     MONUMENTED       CGS
 FF0586  HISTORY     - 20030604 MARK NOT FOUND   USACE
 FF0586
 FF0586                          STATION DESCRIPTION
 FF0586
 FF0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0586'5.2 MI E FROM WYNNE.
 FF0586'ABOUT 5.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0586'THE STATION AT WYNNE, CROSS COUNTY, AT LEVESQUE, 91.5 FEET
 FF0586'SOUTHEAST OF THE EIGHTEENTH POLE EAST OF MILEPOST 337, 93 FEET SOUTH
 FF0586'OF THE SWITCH STAND AT THE EAST END OF THE SWITCH, 83.5 FEET
 FF0586'EAST OF THE CENTER OF THE CATTLE GUARD AT SEMAPHORE 3377, 35
 FF0586'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 8 FEET
 FF0586'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 FF0586'V 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0586
 FF0586                          STATION RECOVERY (2003)
 FF0586
 FF0586'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0232 ***********************************************************************
 FH0232  DESIGNATION -  V 45
 FH0232  PID         -  FH0232
 FH0232  STATE/COUNTY-  AR/LOGAN
 FH0232  USGS QUAD   -  BARBER (1997)
 FH0232
 FH0232                         *CURRENT SURVEY CONTROL
 FH0232  ___________________________________________________________________
 FH0232* NAD 83(1986)-  35 08 12.     (N)    094 01 27.     (W)     SCALED    
 FH0232* NAVD 88     -       163.198  (meters)     535.43   (feet)  ADJUSTED  
 FH0232  ___________________________________________________________________
 FH0232  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FH0232  DYNAMIC HT  -         163.039 (meters)     534.90  (feet)  COMP
 FH0232  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 FH0232
 FH0232  VERT ORDER  -  SECOND    CLASS 0
 FH0232
 FH0232.The horizontal coordinates were scaled from a topographic map and have
 FH0232.an estimated accuracy of +/- 6 seconds.
 FH0232
 FH0232.The orthometric height was determined by differential leveling
 FH0232.and adjusted by the National Geodetic Survey in June 1991..
 FH0232
 FH0232.The geoid height was determined by GEOID03.
 FH0232
 FH0232.The dynamic height is computed by dividing the NAVD 88
 FH0232.geopotential number by the normal gravity value computed on the
 FH0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0232.degrees latitude (g = 980.6199 gals.).
 FH0232
 FH0232.The modeled gravity was interpolated from observed gravity values.
 FH0232
 FH0232;                    North         East    Units  Estimated Accuracy
 FH0232;SPC AR N     -    91,020.      215,550.      MT  (+/- 180 meters Scaled)
 FH0232
 FH0232                          SUPERSEDED SURVEY CONTROL
 FH0232
 FH0232  NGVD 29 (??/??/92)  163.114  (m)          535.15   (f) ADJ UNCH    2 0
 FH0232
 FH0232.Superseded values are not recommended for survey control.
 FH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0232.See file dsdata.txt to determine how the superseded data were derived.
 FH0232
 FH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU066886(NAD 83)
 FH0232_MARKER: DB = BENCH MARK DISK
 FH0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0232_STAMPING: V-45 1934
 FH0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0232+STABILITY: SURFACE MOTION
 FH0232
 FH0232  HISTORY     - Date     Condition        Report By
 FH0232  HISTORY     - 1934     MONUMENTED       CGS
 FH0232  HISTORY     - 1959     GOOD             NGS
 FH0232  HISTORY     - 1978     MARK NOT FOUND   USGS
 FH0232
 FH0232                          STATION DESCRIPTION
 FH0232
 FH0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0232'5.8 MI W FROM BOONEVILLE.
 FH0232'5.8 MILES WEST OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 0.3
 FH0232'MILE EAST OF M.P. 258, 52.4 FEET NORTHWEST OF CENTERLINE OF
 FH0232'COUNTY ROAD AT RAILROAD CROSSING, 44.6 FEET NORTH OF CENTERLINE
 FH0232'OF CHICAGO, ROCK ISLAND AND PACIFIC R.R., 30.9 FEET WEST OF
 FH0232'CENTERLINE OF COUNTY ROAD, 11.7 FEET SOUTHWEST OF SOUTHEAST CORNER
 FH0232'OF PASTURE FENCE, 2.8 FEET SOUTHEAST OF NORTHEAST CORNER OF
 FH0232'RAILROAD RIGHT-OF-WAY FENCE, 2.3 FEET SOUTH OF FENCE PARALLELING
 FH0232'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FH0232
 FH0232                          STATION RECOVERY (1959)
 FH0232
 FH0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0232'RECOVERED IN GOOD CONDITION.
 FH0232
 FH0232                          STATION RECOVERY (1978)
 FH0232
 FH0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FH0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1143 ***********************************************************************
 FG1143  DESIGNATION -  V 46
 FG1143  PID         -  FG1143
 FG1143  STATE/COUNTY-  AR/YELL
 FG1143  USGS QUAD   -  DANVILLE (1972)
 FG1143
 FG1143                         *CURRENT SURVEY CONTROL
 FG1143  ___________________________________________________________________
 FG1143* NAD 83(1986)-  35 05 07.     (N)    093 25 17.     (W)     SCALED    
 FG1143* NAVD 88     -       118.509  (meters)     388.81   (feet)  ADJUSTED  
 FG1143  ___________________________________________________________________
 FG1143  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 FG1143  DYNAMIC HT  -         118.393 (meters)     388.43  (feet)  COMP
 FG1143  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 FG1143
 FG1143  VERT ORDER  -  SECOND    CLASS 0
 FG1143
 FG1143.The horizontal coordinates were scaled from a topographic map and have
 FG1143.an estimated accuracy of +/- 6 seconds.
 FG1143
 FG1143.The orthometric height was determined by differential leveling
 FG1143.and adjusted by the National Geodetic Survey in June 1991..
 FG1143
 FG1143.The geoid height was determined by GEOID03.
 FG1143
 FG1143.The dynamic height is computed by dividing the NAVD 88
 FG1143.geopotential number by the normal gravity value computed on the
 FG1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1143.degrees latitude (g = 980.6199 gals.).
 FG1143
 FG1143.The modeled gravity was interpolated from observed gravity values.
 FG1143
 FG1143;                    North         East    Units  Estimated Accuracy
 FG1143;SPC AR N     -    84,360.      270,390.      MT  (+/- 180 meters Scaled)
 FG1143
 FG1143                          SUPERSEDED SURVEY CONTROL
 FG1143
 FG1143  NGVD 29 (??/??/92)  118.463  (m)          388.66   (f) ADJ UNCH    2 0
 FG1143
 FG1143.Superseded values are not recommended for survey control.
 FG1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1143.See file dsdata.txt to determine how the superseded data were derived.
 FG1143
 FG1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU615825(NAD 83)
 FG1143_MARKER: DB = BENCH MARK DISK
 FG1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1143_STAMPING: V-46 1934
 FG1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1143+STABILITY: SURFACE MOTION
 FG1143
 FG1143  HISTORY     - Date     Condition        Report By
 FG1143  HISTORY     - 1934     MONUMENTED       CGS
 FG1143
 FG1143                          STATION DESCRIPTION
 FG1143
 FG1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1143'1.6 MI E FROM BELLEVILLE.
 FG1143'1.6 MILES EAST OF, ALONG C.R.I. AND P. RY, FROM STATION.  ABOUT 0.25
 FG1143'MILE WEST OF M.P. 222.  47.5 FEET NORTH OF CENTERLINE OF FARM ROAD AT
 FG1143'RAILROAD CROSSING.  26.7 FEET EAST OF TELEPHONE POLE. 5.7 FEET EAST OF
 FG1143'EAST END OF IRON GATE.  1.8 FEET SOUTH OF FENCE PARALLELING RAILROAD.
 FG1143'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0961 ***********************************************************************
 FG0961  DESIGNATION -  V 47
 FG0961  PID         -  FG0961
 FG0961  STATE/COUNTY-  AR/POPE
 FG0961  USGS QUAD   -  SIMPSON (1980)
 FG0961
 FG0961                         *CURRENT SURVEY CONTROL
 FG0961  ___________________________________________________________________
 FG0961* NAD 83(1986)-  35 37 16.     (N)    093 03 35.     (W)     SCALED    
 FG0961* NAVD 88     -       568.964  (meters)    1866.68   (feet)  ADJUSTED  
 FG0961  ___________________________________________________________________
 FG0961  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FG0961  DYNAMIC HT  -         568.404 (meters)    1864.84  (feet)  COMP
 FG0961  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 FG0961
 FG0961  VERT ORDER  -  SECOND    CLASS 0
 FG0961
 FG0961.The horizontal coordinates were scaled from a topographic map and have
 FG0961.an estimated accuracy of +/- 6 seconds.
 FG0961
 FG0961.The orthometric height was determined by differential leveling
 FG0961.and adjusted by the National Geodetic Survey in June 1991..
 FG0961
 FG0961.The geoid height was determined by GEOID03.
 FG0961
 FG0961.The dynamic height is computed by dividing the NAVD 88
 FG0961.geopotential number by the normal gravity value computed on the
 FG0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0961.degrees latitude (g = 980.6199 gals.).
 FG0961
 FG0961.The modeled gravity was interpolated from observed gravity values.
 FG0961
 FG0961;                    North         East    Units  Estimated Accuracy
 FG0961;SPC AR N     -   143,390.      304,010.      MT  (+/- 180 meters Scaled)
 FG0961
 FG0961                          SUPERSEDED SURVEY CONTROL
 FG0961
 FG0961  NGVD 29 (??/??/92)  568.892  (m)         1866.44   (f) ADJ UNCH    2 0
 FG0961
 FG0961.Superseded values are not recommended for survey control.
 FG0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0961.See file dsdata.txt to determine how the superseded data were derived.
 FG0961
 FG0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV945419(NAD 83)
 FG0961_MARKER: DB = BENCH MARK DISK
 FG0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0961_STAMPING: V 47 1934
 FG0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0961+STABILITY: SURFACE MOTION
 FG0961
 FG0961  HISTORY     - Date     Condition        Report By
 FG0961  HISTORY     - 1934     MONUMENTED       CGS
 FG0961
 FG0961                          STATION DESCRIPTION
 FG0961
 FG0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0961'13.7 MI S FROM LURTON.
 FG0961'IN POPE COUNTY, 13.7 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE POST
 FG0961'OFFICE AT LURTON, 120 FEET NORTH OF SMALL LOG BARN, 120 FEET NORTHWEST
 FG0961'OF A SMALL TENANT HOUSE, 64.1 FEET NORTHWEST OF THE WEST CORNER OF A
 FG0961'BOARD FENCE AROUND THE YARD, 53.8 FEET NORTHEAST OF THE CENTER LINE OF
 FG0961'THE HIGHWAY, AND 4.3 FEET WEST OF A 12 INCH TREE.  SET IN THE TOP OF A
 FG0961'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0505 ***********************************************************************
 FG0505  DESIGNATION -  V 48
 FG0505  PID         -  FG0505
 FG0505  STATE/COUNTY-  AR/VAN BUREN
 FG0505  USGS QUAD   -  SCOTLAND (1965)
 FG0505
 FG0505                         *CURRENT SURVEY CONTROL
 FG0505  ___________________________________________________________________
 FG0505* NAD 83(1986)-  35 30 08.     (N)    092 36 53.     (W)     SCALED    
 FG0505* NAVD 88     -       249.824  (meters)     819.63   (feet)  ADJUSTED  
 FG0505  ___________________________________________________________________
 FG0505  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG0505  DYNAMIC HT  -         249.592 (meters)     818.87  (feet)  COMP
 FG0505  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 FG0505
 FG0505  VERT ORDER  -  SECOND    CLASS 0
 FG0505
 FG0505.The horizontal coordinates were scaled from a topographic map and have
 FG0505.an estimated accuracy of +/- 6 seconds.
 FG0505
 FG0505.The orthometric height was determined by differential leveling
 FG0505.and adjusted by the National Geodetic Survey in June 1991..
 FG0505
 FG0505.The geoid height was determined by GEOID03.
 FG0505
 FG0505.The dynamic height is computed by dividing the NAVD 88
 FG0505.geopotential number by the normal gravity value computed on the
 FG0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0505.degrees latitude (g = 980.6199 gals.).
 FG0505
 FG0505.The modeled gravity was interpolated from observed gravity values.
 FG0505
 FG0505;                    North         East    Units  Estimated Accuracy
 FG0505;SPC AR N     -   129,850.      344,230.      MT  (+/- 180 meters Scaled)
 FG0505
 FG0505                          SUPERSEDED SURVEY CONTROL
 FG0505
 FG0505  NGVD 29 (??/??/92)  249.783  (m)          819.50   (f) ADJ UNCH    2 0
 FG0505
 FG0505.Superseded values are not recommended for survey control.
 FG0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0505.See file dsdata.txt to determine how the superseded data were derived.
 FG0505
 FG0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV349288(NAD 83)
 FG0505_MARKER: DB = BENCH MARK DISK
 FG0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0505_STAMPING: V-48 1934
 FG0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0505+STABILITY: SURFACE MOTION
 FG0505
 FG0505  HISTORY     - Date     Condition        Report By
 FG0505  HISTORY     - 1934     MONUMENTED       CGS
 FG0505
 FG0505                          STATION DESCRIPTION
 FG0505
 FG0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0505'1.7 MI S FROM SCOTLAND.
 FG0505'SET NEAR A FARM HOUSE.  58.8 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 FG0505'J.A. EUBANKS FARM HOUSE.  45.5 FEET WEST OF CENTERLINE OF ST. HWY. NO.
 FG0505'95.  24.6 FEET WEST OF NORTHEAST OF FENCE CORNER.  1.4 FT. NORTH OF
 FG0505'FENCE RUNNING EAST AND WEST.  TABLET SET IN PRECAST CONCRETE POST.
 FG0505'NOTE-- FENCE CORNER IS GONE.  BM IS IN COTTON FIELD NOW.  MARK IS NOW
 FG0505'62 FT. SE FROM 4X4 ROCK CURBED WELL.  69 FT W OF FENCE CORNER ACROSS
 FG0505'THE HWY., 69.4 FT SE OF SE CORNER OF J.A. EUBANK FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0091 ***********************************************************************
 FG0091  DESIGNATION -  V 49
 FG0091  PID         -  FG0091
 FG0091  STATE/COUNTY-  AR/FAULKNER
 FG0091  USGS QUAD   -  GLEASON (1991)
 FG0091
 FG0091                         *CURRENT SURVEY CONTROL
 FG0091  ___________________________________________________________________
 FG0091* NAD 83(1986)-  35 06 46.     (N)    092 30 24.     (W)     SCALED    
 FG0091* NAVD 88     -        94.438  (meters)     309.84   (feet)  ADJUSTED  
 FG0091  ___________________________________________________________________
 FG0091  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0091  DYNAMIC HT  -          94.349 (meters)     309.54  (feet)  COMP
 FG0091  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FG0091
 FG0091  VERT ORDER  -  SECOND    CLASS 0
 FG0091
 FG0091.The horizontal coordinates were scaled from a topographic map and have
 FG0091.an estimated accuracy of +/- 6 seconds.
 FG0091
 FG0091.The orthometric height was determined by differential leveling
 FG0091.and adjusted by the National Geodetic Survey in June 1991..
 FG0091
 FG0091.The geoid height was determined by GEOID03.
 FG0091
 FG0091.The dynamic height is computed by dividing the NAVD 88
 FG0091.geopotential number by the normal gravity value computed on the
 FG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0091.degrees latitude (g = 980.6199 gals.).
 FG0091
 FG0091.The modeled gravity was interpolated from observed gravity values.
 FG0091
 FG0091;                    North         East    Units  Estimated Accuracy
 FG0091;SPC AR N     -    86,590.      353,810.      MT  (+/- 180 meters Scaled)
 FG0091
 FG0091                          SUPERSEDED SURVEY CONTROL
 FG0091
 FG0091  NGVD 29 (??/??/92)   94.466  (m)          309.93   (f) ADJ UNCH    2 0
 FG0091
 FG0091.Superseded values are not recommended for survey control.
 FG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0091.See file dsdata.txt to determine how the superseded data were derived.
 FG0091
 FG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU449856(NAD 83)
 FG0091_MARKER: DB = BENCH MARK DISK
 FG0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0091_STAMPING: V 49 1934
 FG0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0091+STABILITY: SURFACE MOTION
 FG0091
 FG0091  HISTORY     - Date     Condition        Report By
 FG0091  HISTORY     - 1934     MONUMENTED       CGS
 FG0091  HISTORY     - 1967     GOOD             NGS
 FG0091
 FG0091                          STATION DESCRIPTION
 FG0091
 FG0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0091'3.7 MI W FROM CONWAY.
 FG0091'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 25 IN THE
 FG0091'NORTHWEST EDGE OF CONWAY, GO WEST ON U.S. HIGHWAY 64 FOR 3.6 MILES TO
 FG0091'A SIDE ROAD RIGHT, THENCE NORTH ON FARM ROAD FOR 0.1 MILE TO A
 FG0091'RAILROAD CROSSING, 50 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 FG0091'TRACKS, 44 FEET EAST OF THE CENTER OF THE FARM ROAD, 6 FEET SOUTH OF A
 FG0091'FENCE, 4 FEET NORTHWEST OF A TELEPHONE LINE POLE, 1 FOOT NORTH OF A
 FG0091'METAL WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 FG0091'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0468 ***********************************************************************
 GF0468  DESIGNATION -  V 5
 GF0468  PID         -  GF0468
 GF0468  STATE/COUNTY-  AR/CARROLL
 GF0468  USGS QUAD   -  GRANDVIEW (1972)
 GF0468
 GF0468                         *CURRENT SURVEY CONTROL
 GF0468  ___________________________________________________________________
 GF0468* NAD 83(1986)-  36 25 04.     (N)    093 32 00.     (W)     SCALED    
 GF0468* NAVD 88     -       388.980  (meters)    1276.18   (feet)  ADJUSTED  
 GF0468  ___________________________________________________________________
 GF0468  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GF0468  DYNAMIC HT  -         388.643 (meters)    1275.07  (feet)  COMP
 GF0468  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 GF0468
 GF0468  VERT ORDER  -  FIRST     CLASS II
 GF0468
 GF0468.The horizontal coordinates were scaled from a topographic map and have
 GF0468.an estimated accuracy of +/- 6 seconds.
 GF0468
 GF0468.The orthometric height was determined by differential leveling
 GF0468.and adjusted by the National Geodetic Survey in June 1991..
 GF0468
 GF0468.The geoid height was determined by GEOID03.
 GF0468
 GF0468.The dynamic height is computed by dividing the NAVD 88
 GF0468.geopotential number by the normal gravity value computed on the
 GF0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0468.degrees latitude (g = 980.6199 gals.).
 GF0468
 GF0468.The modeled gravity was interpolated from observed gravity values.
 GF0468
 GF0468;                    North         East    Units  Estimated Accuracy
 GF0468;SPC AR N     -   232,330.      262,480.      MT  (+/- 180 meters Scaled)
 GF0468
 GF0468                          SUPERSEDED SURVEY CONTROL
 GF0468
 GF0468  NGVD 29 (??/??/92)  388.854  (m)         1275.77   (f) ADJ UNCH    1 2
 GF0468
 GF0468.Superseded values are not recommended for survey control.
 GF0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0468.See file dsdata.txt to determine how the superseded data were derived.
 GF0468
 GF0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA521304(NAD 83)
 GF0468_MARKER: DB = BENCH MARK DISK
 GF0468_SETTING: 0 = UNSPECIFIED SETTING
 GF0468_STAMPING: V 5 1930
 GF0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0468
 GF0468  HISTORY     - Date     Condition        Report By
 GF0468  HISTORY     - 1930     MONUMENTED       CGS
 GF0468  HISTORY     - 1934     GOOD             NGS
 GF0468
 GF0468                          STATION DESCRIPTION
 GF0468
 GF0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0468'IN URBANETTE.
 GF0468'IN THE TOWN OF URBANETTE, 156 FEET WEST OF MISSOURI AND NORTH
 GF0468'ARKANSAS R.R. STATION, NORTHEAST OF A GRADE CROSSING, 57 FEET
 GF0468'SOUTH OF THE SOUTH RAIL, 1 FOOT NORTH OF THE PROPERTY LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0142 ***********************************************************************
 GG0142  DESIGNATION -  V 50
 GG0142  PID         -  GG0142
 GG0142  STATE/COUNTY-  AR/WASHINGTON
 GG0142  USGS QUAD   -  ELKINS (1994)
 GG0142
 GG0142                         *CURRENT SURVEY CONTROL
 GG0142  ___________________________________________________________________
 GG0142* NAD 83(1986)-  36 02 51.     (N)    094 07 04.     (W)     SCALED    
 GG0142* NAVD 88     -       371.878  (meters)    1220.07   (feet)  ADJUSTED  
 GG0142  ___________________________________________________________________
 GG0142  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GG0142  DYNAMIC HT  -         371.542 (meters)    1218.97  (feet)  COMP
 GG0142  MODELED GRAV-     979,718.5   (mgal)                       NAVD 88
 GG0142
 GG0142  VERT ORDER  -  SECOND    CLASS 0
 GG0142
 GG0142.The horizontal coordinates were scaled from a topographic map and have
 GG0142.an estimated accuracy of +/- 6 seconds.
 GG0142
 GG0142.The orthometric height was determined by differential leveling
 GG0142.and adjusted by the National Geodetic Survey in June 1991..
 GG0142
 GG0142.The geoid height was determined by GEOID03.
 GG0142
 GG0142.The dynamic height is computed by dividing the NAVD 88
 GG0142.geopotential number by the normal gravity value computed on the
 GG0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0142.degrees latitude (g = 980.6199 gals.).
 GG0142
 GG0142.The modeled gravity was interpolated from observed gravity values.
 GG0142
 GG0142;                    North         East    Units  Estimated Accuracy
 GG0142;SPC AR N     -   192,230.      209,190.      MT  (+/- 180 meters Scaled)
 GG0142
 GG0142                          SUPERSEDED SURVEY CONTROL
 GG0142
 GG0142  NGVD 29 (??/??/92)  371.725  (m)         1219.57   (f) ADJ UNCH    2 0
 GG0142
 GG0142.Superseded values are not recommended for survey control.
 GG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0142.See file dsdata.txt to determine how the superseded data were derived.
 GG0142
 GG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV993897(NAD 83)
 GG0142_MARKER: DB = BENCH MARK DISK
 GG0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0142_STAMPING: V-50 1934
 GG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0142+STABILITY: SURFACE MOTION
 GG0142
 GG0142  HISTORY     - Date     Condition        Report By
 GG0142  HISTORY     - 1934     MONUMENTED       CGS
 GG0142  HISTORY     - 1957     MARK NOT FOUND   USGS
 GG0142
 GG0142                          STATION DESCRIPTION
 GG0142
 GG0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0142'2.3 MI W FROM BALDWIN.
 GG0142'ALONG S.L. AND S.F. RY. FROM SECTION HOUSE.  ABOUT 385 FEET
 GG0142'EAST OF M.P. 358-5, 46.7 FEET NORTH OF CENTERLINE OF ST. LOUIS
 GG0142'AND SAN FRANCISCO RY, 40 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 GG0142'DIRT ROAD CROSSING, 24.5 FEET WEST OF NORTHEAST CORNER OF FENCE.
 GG0142'TABLET SET IN PRECAST CONCRETE POST.
 GG0142
 GG0142                          STATION RECOVERY (1957)
 GG0142
 GG0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 GG0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1333 ***********************************************************************
 FG1333  DESIGNATION -  V 52
 FG1333  PID         -  FG1333
 FG1333  STATE/COUNTY-  AR/MADISON
 FG1333  USGS QUAD   -  PETTIGREW (1973)
 FG1333
 FG1333                         *CURRENT SURVEY CONTROL
 FG1333  ___________________________________________________________________
 FG1333* NAD 83(1986)-  35 50 28.     (N)    093 44 19.     (W)     SCALED    
 FG1333* NAVD 88     -       479.448  (meters)    1572.99   (feet)  ADJUSTED  
 FG1333  ___________________________________________________________________
 FG1333  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG1333  DYNAMIC HT  -         478.994 (meters)    1571.50  (feet)  COMP
 FG1333  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 FG1333
 FG1333  VERT ORDER  -  SECOND    CLASS 0
 FG1333
 FG1333.The horizontal coordinates were scaled from a topographic map and have
 FG1333.an estimated accuracy of +/- 6 seconds.
 FG1333
 FG1333.The orthometric height was determined by differential leveling
 FG1333.and adjusted by the National Geodetic Survey in June 1991..
 FG1333
 FG1333.The geoid height was determined by GEOID03.
 FG1333
 FG1333.The dynamic height is computed by dividing the NAVD 88
 FG1333.geopotential number by the normal gravity value computed on the
 FG1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1333.degrees latitude (g = 980.6199 gals.).
 FG1333
 FG1333.The modeled gravity was interpolated from observed gravity values.
 FG1333
 FG1333;                    North         East    Units  Estimated Accuracy
 FG1333;SPC AR N     -   168,660.      242,940.      MT  (+/- 180 meters Scaled)
 FG1333
 FG1333                          SUPERSEDED SURVEY CONTROL
 FG1333
 FG1333  NGVD 29 (??/??/92)  479.315  (m)         1572.55   (f) ADJ UNCH    2 0
 FG1333
 FG1333.Superseded values are not recommended for survey control.
 FG1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1333.See file dsdata.txt to determine how the superseded data were derived.
 FG1333
 FG1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV332665(NAD 83)
 FG1333_MARKER: DB = BENCH MARK DISK
 FG1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1333_STAMPING: V 52 1934
 FG1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1333+STABILITY: SURFACE MOTION
 FG1333
 FG1333  HISTORY     - Date     Condition        Report By
 FG1333  HISTORY     - 1934     MONUMENTED       CGS
 FG1333  HISTORY     - 1934     GOOD             NGS
 FG1333  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1333
 FG1333                          STATION DESCRIPTION
 FG1333
 FG1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG1333'2 MI NE FROM ST PAUL.
 FG1333'2.0 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FG1333'STATION AT SAINT PAUL, 26.5 FEET WEST OF POLE 389+5, 600 FEET
 FG1333'NORTHEAST OF WOODEN TRESTLE 389+1, 90 FEET WEST OF THE WEST END OF A
 FG1333'CUT THROUGH A RIDGE, 49 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 FG1333'45 FEET SOUTHWEST OF THE CENTER OF THE WAGON GATE.  A STANDARD DISK,
 FG1333'STAMPED V 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FG1333
 FG1333                          STATION RECOVERY (1973)
 FG1333
 FG1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1788 ***********************************************************************
 EH1788  DESIGNATION -  V 53
 EH1788  PID         -  EH1788
 EH1788  STATE/COUNTY-  AR/JEFFERSON
 EH1788  USGS QUAD   -  ALTHEIMER (1971)
 EH1788
 EH1788                         *CURRENT SURVEY CONTROL
 EH1788  ___________________________________________________________________
 EH1788* NAD 83(1986)-  34 19 08.     (N)    091 50 53.     (W)     SCALED    
 EH1788* NAVD 88     -        64.116  (meters)     210.35   (feet)  ADJUSTED  
 EH1788  ___________________________________________________________________
 EH1788  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EH1788  DYNAMIC HT  -          64.054 (meters)     210.15  (feet)  COMP
 EH1788  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 EH1788
 EH1788  VERT ORDER  -  SECOND    CLASS 0
 EH1788
 EH1788.The horizontal coordinates were scaled from a topographic map and have
 EH1788.an estimated accuracy of +/- 6 seconds.
 EH1788
 EH1788.The orthometric height was determined by differential leveling
 EH1788.and adjusted by the National Geodetic Survey in June 1991..
 EH1788
 EH1788.The geoid height was determined by GEOID03.
 EH1788
 EH1788.The dynamic height is computed by dividing the NAVD 88
 EH1788.geopotential number by the normal gravity value computed on the
 EH1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1788.degrees latitude (g = 980.6199 gals.).
 EH1788
 EH1788.The modeled gravity was interpolated from observed gravity values.
 EH1788
 EH1788;                    North         East    Units  Estimated Accuracy
 EH1788;SPC AR S     -   583,260.      413,980.      MT  (+/- 180 meters Scaled)
 EH1788
 EH1788                          SUPERSEDED SURVEY CONTROL
 EH1788
 EH1788  NGVD 29 (??/??/??)   64.155  (m)          210.48   (f) ADJUSTED    2 0
 EH1788
 EH1788.Superseded values are not recommended for survey control.
 EH1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1788.See file dsdata.txt to determine how the superseded data were derived.
 EH1788
 EH1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT059981(NAD 83)
 EH1788_MARKER: DB = BENCH MARK DISK
 EH1788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1788_SP_SET: CONCRETE FOOTING
 EH1788_STAMPING: V-53 1934
 EH1788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1788+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 EH1788
 EH1788  HISTORY     - Date     Condition        Report By
 EH1788  HISTORY     - 1934     MONUMENTED       CGS
 EH1788  HISTORY     - 20030618 GOOD             USACE
 EH1788
 EH1788                          STATION DESCRIPTION
 EH1788
 EH1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1788'IN ALTHEIMER.
 EH1788'ABOUT 370 FEET WEST OF ST. LOUIS SOUTHWESTERN RY. STATION.  ABOUT .9
 EH1788'FEET WEST OF EAST CORNER OF CONCRETE FOOTING.  BRONZE TABLET SET
 EH1788'HORIZONTALLY IN TOP OF SOUTH CONCRETE FOOTING TO CITY STEEL WATER
 EH1788'TOWER.
 EH1788
 EH1788                          STATION RECOVERY (2003)
 EH1788
 EH1788'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1182 ***********************************************************************
 EH1182  DESIGNATION -  V 54
 EH1182  PID         -  EH1182
 EH1182  STATE/COUNTY-  AR/PRAIRIE
 EH1182  USGS QUAD   -  ULM (1968)
 EH1182
 EH1182                         *CURRENT SURVEY CONTROL
 EH1182  ___________________________________________________________________
 EH1182* NAD 83(1986)-  34 34 26.     (N)    091 27 38.     (W)     SCALED    
 EH1182* NAVD 88     -        63.381  (meters)     207.94   (feet)  ADJUSTED  
 EH1182  ___________________________________________________________________
 EH1182  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH1182  DYNAMIC HT  -          63.321 (meters)     207.75  (feet)  COMP
 EH1182  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 EH1182
 EH1182  VERT ORDER  -  FIRST     CLASS II
 EH1182
 EH1182.The horizontal coordinates were scaled from a topographic map and have
 EH1182.an estimated accuracy of +/- 6 seconds.
 EH1182
 EH1182.The orthometric height was determined by differential leveling
 EH1182.and adjusted by the National Geodetic Survey in June 1991..
 EH1182
 EH1182.The geoid height was determined by GEOID03.
 EH1182
 EH1182.The dynamic height is computed by dividing the NAVD 88
 EH1182.geopotential number by the normal gravity value computed on the
 EH1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1182.degrees latitude (g = 980.6199 gals.).
 EH1182
 EH1182.The modeled gravity was interpolated from observed gravity values.
 EH1182
 EH1182;                    North         East    Units  Estimated Accuracy
 EH1182;SPC AR S     -   611,670.      449,500.      MT  (+/- 180 meters Scaled)
 EH1182
 EH1182                          SUPERSEDED SURVEY CONTROL
 EH1182
 EH1182  NGVD 29 (??/??/??)   63.406  (m)          208.02   (f) ADJUSTED    1 2
 EH1182
 EH1182.Superseded values are not recommended for survey control.
 EH1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1182.See file dsdata.txt to determine how the superseded data were derived.
 EH1182
 EH1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU412268(NAD 83)
 EH1182_MARKER: DB = BENCH MARK DISK
 EH1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1182_STAMPING: V 54 1934
 EH1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1182+STABILITY: SURFACE MOTION
 EH1182
 EH1182  HISTORY     - Date     Condition        Report By
 EH1182  HISTORY     - 1934     MONUMENTED       CGS
 EH1182  HISTORY     - 1955     GOOD             CGS
 EH1182  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1182
 EH1182                          STATION DESCRIPTION
 EH1182
 EH1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1182'IN ULM.
 EH1182'AT ULM, ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, ABOUT 0.25 MILE
 EH1182'SOUTHWEST OF MILE POST 226 AND ACROSS TRACK FROM A POINT BETWEEN POLES
 EH1182'226/8 AND 226/9, 209 FEET SOUTHWEST OF THE STATION SIGN AT ULM, 174
 EH1182'FEET SOUTHWEST OF CENTER OF CROSSING OF A GRAVEL STREET, 31.2 FEET
 EH1182'NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 37 1/2 FEET WEST OF MAIL
 EH1182'CRANE, 78 FEET NORTH AND ACROSS TRACK FROM TELEPHONE POLE 226/9
 EH1182'(NUMBERED E 26), 70 FEET NORTHEAST OF THE SECOND TELEPHONE POLE
 EH1182'SOUTHWEST OF CROSSING, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 EH1182'POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 EH1182'CONCRETE POST ABOUT FLUSH WITH GROUND.
 EH1182
 EH1182                          STATION RECOVERY (1967)
 EH1182
 EH1182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1080 ***********************************************************************
 EH1080  DESIGNATION -  V 55
 EH1080  PID         -  EH1080
 EH1080  STATE/COUNTY-  AR/MONROE
 EH1080  USGS QUAD   -  PINE CITY (1971)
 EH1080
 EH1080                         *CURRENT SURVEY CONTROL
 EH1080  ___________________________________________________________________
 EH1080* NAD 83(1986)-  34 34 34.     (N)    091 04 01.     (W)     SCALED    
 EH1080* NAVD 88     -        51.901  (meters)     170.28   (feet)  ADJUSTED  
 EH1080  ___________________________________________________________________
 EH1080  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1080  DYNAMIC HT  -          51.852 (meters)     170.12  (feet)  COMP
 EH1080  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 EH1080
 EH1080  VERT ORDER  -  FIRST     CLASS II
 EH1080
 EH1080.The horizontal coordinates were scaled from a topographic map and have
 EH1080.an estimated accuracy of +/- 6 seconds.
 EH1080
 EH1080.The orthometric height was determined by differential leveling
 EH1080.and adjusted by the National Geodetic Survey in June 1991..
 EH1080
 EH1080.The geoid height was determined by GEOID03.
 EH1080
 EH1080.The dynamic height is computed by dividing the NAVD 88
 EH1080.geopotential number by the normal gravity value computed on the
 EH1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1080.degrees latitude (g = 980.6199 gals.).
 EH1080
 EH1080.The modeled gravity was interpolated from observed gravity values.
 EH1080
 EH1080;                    North         East    Units  Estimated Accuracy
 EH1080;SPC AR S     -   612,180.      485,610.      MT  (+/- 180 meters Scaled)
 EH1080
 EH1080                          SUPERSEDED SURVEY CONTROL
 EH1080
 EH1080  NGVD 29 (??/??/??)   51.929  (m)          170.37   (f) ADJUSTED    1 2
 EH1080
 EH1080.Superseded values are not recommended for survey control.
 EH1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1080.See file dsdata.txt to determine how the superseded data were derived.
 EH1080
 EH1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU773277(NAD 83)
 EH1080_MARKER: DB = BENCH MARK DISK
 EH1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1080_STAMPING: V 55 1935
 EH1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1080+STABILITY: SURFACE MOTION
 EH1080
 EH1080  HISTORY     - Date     Condition        Report By
 EH1080  HISTORY     - 1935     MONUMENTED       CGS
 EH1080  HISTORY     - 1956     GOOD             CGS
 EH1080  HISTORY     - 1970     MARK NOT FOUND   USGS
 EH1080
 EH1080                          STATION DESCRIPTION
 EH1080
 EH1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1080'IN PALMER.
 EH1080'AT PALMER, ALONG THE MISSOURI PACIFIC RAILROAD, ABOUT 283 YARDS WEST
 EH1080'OF STATION SIGN, ABOUT I40 YARDS WEST OF NORTH-SOUTH ROAD CROSSING, 19
 EH1080'FEET SOUTH OF SOUTH RAIL, 2 1/2 FEET NORTH OF THE FIRST TELEPHONE POLE
 EH1080'EAST OF MILE POLE 347, 60 FEET SOUTHEAST AND ACROSS TRACK FROM
 EH1080'TELEPHONE POLE NO. 1134, AT THE WEST EDGE OF A WOODED AREA, ABOUT 2
 EH1080'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 EH1080'PROJECTING 3 INCHES.  NOTE-- HEAVY BRUSH IN THE AREA MADE SEARCH VERY
 EH1080'DIFFICULT.
 EH1080
 EH1080                          STATION RECOVERY (1970)
 EH1080
 EH1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EH1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1007 ***********************************************************************
 EH1007  DESIGNATION -  V 56
 EH1007  PID         -  EH1007
 EH1007  STATE/COUNTY-  AR/LEE
 EH1007  USGS QUAD   -  LA GRANGE (1982)
 EH1007
 EH1007                         *CURRENT SURVEY CONTROL
 EH1007  ___________________________________________________________________
 EH1007* NAD 83(1986)-  34 41 10.     (N)    090 44 10.     (W)     SCALED    
 EH1007* NAVD 88     -        69.427  (meters)     227.78   (feet)  ADJUSTED  
 EH1007  ___________________________________________________________________
 EH1007  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH1007  DYNAMIC HT  -          69.361 (meters)     227.56  (feet)  COMP
 EH1007  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 EH1007
 EH1007  VERT ORDER  -  SECOND    CLASS 0
 EH1007
 EH1007.The horizontal coordinates were scaled from a topographic map and have
 EH1007.an estimated accuracy of +/- 6 seconds.
 EH1007
 EH1007.The orthometric height was determined by differential leveling
 EH1007.and adjusted by the National Geodetic Survey in June 1991..
 EH1007
 EH1007.The geoid height was determined by GEOID03.
 EH1007
 EH1007.The dynamic height is computed by dividing the NAVD 88
 EH1007.geopotential number by the normal gravity value computed on the
 EH1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1007.degrees latitude (g = 980.6199 gals.).
 EH1007
 EH1007.The modeled gravity was interpolated from observed gravity values.
 EH1007
 EH1007;                    North         East    Units  Estimated Accuracy
 EH1007;SPC AR S     -   624,700.      515,810.      MT  (+/- 180 meters Scaled)
 EH1007
 EH1007                          SUPERSEDED SURVEY CONTROL
 EH1007
 EH1007  NGVD 29 (??/??/??)   69.442  (m)          227.83   (f) ADJUSTED    2 0
 EH1007
 EH1007.Superseded values are not recommended for survey control.
 EH1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1007.See file dsdata.txt to determine how the superseded data were derived.
 EH1007
 EH1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU073405(NAD 83)
 EH1007_MARKER: DB = BENCH MARK DISK
 EH1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1007_STAMPING: V-56 1935
 EH1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1007+STABILITY: SURFACE MOTION
 EH1007
 EH1007  HISTORY     - Date     Condition        Report By
 EH1007  HISTORY     - 1935     MONUMENTED       CGS
 EH1007  HISTORY     - 20030422 MARK NOT FOUND   USACE
 EH1007
 EH1007                          STATION DESCRIPTION
 EH1007
 EH1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1007'2.1 MI N FROM LA GRANGE.
 EH1007'725 FEET NORTH OF G.K. SIDING SIGN-BOARD.  ABOUT 600 FEET NORTH OF
 EH1007'M.P.319-10.  49 FEET WEST OF CENTERLINE OF MAIN LINE TRACK OF MISSOURI
 EH1007'PACIFIC R.R.  22 FEET NORTH OF CENTERLINE OF EAST-WEST DIRT ROAD
 EH1007'CROSSING.  12 FEET NORTH OF SOUTHWEST CORNER OF R/W FENCE.  TABLET SET
 EH1007'IN PRECAST CONCRETE POST.
 EH1007
 EH1007                          STATION RECOVERY (2003)
 EH1007
 EH1007'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1468 ***********************************************************************
 EH1468  DESIGNATION -  V 57
 EH1468  PID         -  EH1468
 EH1468  STATE/COUNTY-  AR/ARKANSAS
 EH1468  USGS QUAD   -  CROCKETTS BLUFF (1967)
 EH1468
 EH1468                         *CURRENT SURVEY CONTROL
 EH1468  ___________________________________________________________________
 EH1468* NAD 83(1986)-  34 22 33.     (N)    091 07 35.     (W)     SCALED    
 EH1468* NAVD 88     -        60.314  (meters)     197.88   (feet)  ADJUSTED  
 EH1468  ___________________________________________________________________
 EH1468  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH1468  DYNAMIC HT  -          60.256 (meters)     197.69  (feet)  COMP
 EH1468  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EH1468
 EH1468  VERT ORDER  -  SECOND    CLASS 0
 EH1468
 EH1468.The horizontal coordinates were scaled from a topographic map and have
 EH1468.an estimated accuracy of +/- 6 seconds.
 EH1468
 EH1468.The orthometric height was determined by differential leveling
 EH1468.and adjusted by the National Geodetic Survey in August 1993..
 EH1468
 EH1468.The geoid height was determined by GEOID03.
 EH1468
 EH1468.The dynamic height is computed by dividing the NAVD 88
 EH1468.geopotential number by the normal gravity value computed on the
 EH1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1468.degrees latitude (g = 980.6199 gals.).
 EH1468
 EH1468.The modeled gravity was interpolated from observed gravity values.
 EH1468
 EH1468;                    North         East    Units  Estimated Accuracy
 EH1468;SPC AR S     -   589,910.      480,350.      MT  (+/- 180 meters Scaled)
 EH1468
 EH1468                          SUPERSEDED SURVEY CONTROL
 EH1468
 EH1468  NAVD 88 (06/15/91)   60.294  (m)          197.81   (f) UNKNOWN     2 0
 EH1468  NGVD 29 (??/??/??)   60.341  (m)          197.97   (f) ADJUSTED    2 0
 EH1468
 EH1468.Superseded values are not recommended for survey control.
 EH1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1468.See file dsdata.txt to determine how the superseded data were derived.
 EH1468
 EH1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU722054(NAD 83)
 EH1468_MARKER: DB = BENCH MARK DISK
 EH1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1468_STAMPING: V 57 1935
 EH1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1468+STABILITY: SURFACE MOTION
 EH1468
 EH1468  HISTORY     - Date     Condition        Report By
 EH1468  HISTORY     - 1935     MONUMENTED       CGS
 EH1468  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1468  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1468
 EH1468                          STATION DESCRIPTION
 EH1468
 EH1468'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EH1468'0.8 MI E FROM ST CHARLES.
 EH1468'0.8 MILE EAST ALONG STATE HIGHWAY 1 FROM THE CONFEDERATE SOLDIERS
 EH1468'MONUMENT AT ST. CHARLES, ARKANSAS COUNTY, AT THE EDGE OF THE WHITE
 EH1468'RIVER, 45 FEET SOUTHWEST OF THE CENTER OF A SOUTHEAST-AND-NORTHWEST
 EH1468'DIRT-ROAD CROSSING, 25 FEET SOUTH OF AN 0.8-FOOT CEDAR TREE, 18 FEET
 EH1468'SOUTHWEST OF THE NORTH CORNER OF A FENCE, AND 1.6 FEET NORTHWEST OF
 EH1468'THE FENCE LINE.  A STANDARD DISK, STAMPED V 57 1935 AND SET IN THE TOP
 EH1468'OF A CONCRETE POST.
 EH1468
 EH1468                          STATION RECOVERY (1976)
 EH1468
 EH1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0150 ***********************************************************************
 EK0150  DESIGNATION -  V 58
 EK0150  PID         -  EK0150
 EK0150  STATE/COUNTY-  AR/SEVIER
 EK0150  USGS QUAD   -  CHAPEL HILL (1965)
 EK0150
 EK0150                         *CURRENT SURVEY CONTROL
 EK0150  ___________________________________________________________________
 EK0150* NAD 83(1986)-  34 00 15.     (N)    094 24 16.     (W)     SCALED    
 EK0150* NAVD 88     -       114.654  (meters)     376.16   (feet)  ADJUSTED  
 EK0150  ___________________________________________________________________
 EK0150  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EK0150  DYNAMIC HT  -         114.538 (meters)     375.78  (feet)  COMP
 EK0150  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 EK0150
 EK0150  VERT ORDER  -  SECOND    CLASS 0
 EK0150
 EK0150.The horizontal coordinates were scaled from a topographic map and have
 EK0150.an estimated accuracy of +/- 6 seconds.
 EK0150
 EK0150.The orthometric height was determined by differential leveling
 EK0150.and adjusted by the National Geodetic Survey in June 1991..
 EK0150
 EK0150.The geoid height was determined by GEOID03.
 EK0150
 EK0150.The dynamic height is computed by dividing the NAVD 88
 EK0150.geopotential number by the normal gravity value computed on the
 EK0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0150.degrees latitude (g = 980.6199 gals.).
 EK0150
 EK0150.The modeled gravity was interpolated from observed gravity values.
 EK0150
 EK0150;                    North         East    Units  Estimated Accuracy
 EK0150;SPC AR S     -   550,950.      177,920.      MT  (+/- 180 meters Scaled)
 EK0150
 EK0150                          SUPERSEDED SURVEY CONTROL
 EK0150
 EK0150  NGVD 29 (??/??/92)  114.629  (m)          376.08   (f) ADJ UNCH    2 0
 EK0150
 EK0150.Superseded values are not recommended for survey control.
 EK0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0150.See file dsdata.txt to determine how the superseded data were derived.
 EK0150
 EK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT703635(NAD 83)
 EK0150_MARKER: DB = BENCH MARK DISK
 EK0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0150_STAMPING: V-58 1934
 EK0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0150+STABILITY: SURFACE MOTION
 EK0150
 EK0150  HISTORY     - Date     Condition        Report By
 EK0150  HISTORY     - 1934     MONUMENTED       CGS
 EK0150  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0150
 EK0150                          STATION DESCRIPTION
 EK0150
 EK0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0150'3.9 MI W FROM DE QUEEN.
 EK0150'3.9 MILES WEST OF, ALONG D. AND E. RY. FROM RY. STATION.  OPPOSITE
 EK0150'NORTHEAST SWITCH OF ROLLING FORK SIDING, 140 FEET SOUTHWEST OF
 EK0150'CENTERLINE OF CROSS ROAD, 22.2 FEET SOUTHEAST OF CENTERLINE OF
 EK0150'DE QUEEN AND EASTERN R.R. MAIN LINE TRACK, 5.4 FEET SOUTHWEST
 EK0150'OF ROLLING FORK STATION SIGN BOARD, TABLET SET IN PRECAST
 EK0150'CONCRETE POST.
 EK0150
 EK0150                          STATION RECOVERY (1962)
 EK0150
 EK0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0492 ***********************************************************************
 FG0492  DESIGNATION -  V 6
 FG0492  PID         -  FG0492
 FG0492  STATE/COUNTY-  AR/SEARCY
 FG0492  USGS QUAD   -  MARSHALL (1980)
 FG0492
 FG0492                         *CURRENT SURVEY CONTROL
 FG0492  ___________________________________________________________________
 FG0492* NAD 83(1986)-  35 59 18.     (N)    092 40 32.     (W)     SCALED    
 FG0492* NAVD 88     -       188.105  (meters)     617.14   (feet)  ADJUSTED  
 FG0492  ___________________________________________________________________
 FG0492  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG0492  DYNAMIC HT  -         187.936 (meters)     616.59  (feet)  COMP
 FG0492  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 FG0492
 FG0492  VERT ORDER  -  FIRST     CLASS II
 FG0492
 FG0492.The horizontal coordinates were scaled from a topographic map and have
 FG0492.an estimated accuracy of +/- 6 seconds.
 FG0492
 FG0492.The orthometric height was determined by differential leveling
 FG0492.and adjusted by the National Geodetic Survey in June 1991..
 FG0492
 FG0492.The geoid height was determined by GEOID03.
 FG0492
 FG0492.The dynamic height is computed by dividing the NAVD 88
 FG0492.geopotential number by the normal gravity value computed on the
 FG0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0492.degrees latitude (g = 980.6199 gals.).
 FG0492
 FG0492.The modeled gravity was interpolated from observed gravity values.
 FG0492
 FG0492;                    North         East    Units  Estimated Accuracy
 FG0492;SPC AR N     -   183,820.      339,080.      MT  (+/- 180 meters Scaled)
 FG0492
 FG0492                          SUPERSEDED SURVEY CONTROL
 FG0492
 FG0492  NGVD 29 (??/??/92)  187.986  (m)          616.75   (f) ADJ UNCH    1 2
 FG0492
 FG0492.Superseded values are not recommended for survey control.
 FG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0492.See file dsdata.txt to determine how the superseded data were derived.
 FG0492
 FG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV292827(NAD 83)
 FG0492_MARKER: DB = BENCH MARK DISK
 FG0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0492_SP_SET: MONUMENT
 FG0492_STAMPING: V 6-1931
 FG0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0492
 FG0492  HISTORY     - Date     Condition        Report By
 FG0492  HISTORY     - 1931     MONUMENTED       CGS
 FG0492  HISTORY     - 1935     MARK NOT FOUND   NGS
 FG0492
 FG0492                          STATION DESCRIPTION
 FG0492
 FG0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FG0492'2.5 MI N FROM ZACK.
 FG0492'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 2 1/2 MILES NORTH OF
 FG0492'DEPOT AT ZACK, ARK., MIDWAY BETWEEN MILE-POST 164-22 AND 164-23
 FG0492'(MILE-POST BEING ON TELEPHONE POLES), 18.5 FEET WEST OF WEST AND
 FG0492'NEAREST RAIL OF M AND NA R.R. STANDARD BRONZE TABLET SET IN CONCRETE
 FG0492'MONUMENT.
 FG0492
 FG0492                          STATION RECOVERY (1935)
 FG0492
 FG0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0121 ***********************************************************************
 DM0121  DESIGNATION -  V 61
 DM0121  PID         -  DM0121
 DM0121  STATE/COUNTY-  AR/SEVIER
 DM0121  USGS QUAD   -  BEN LOMOND (1975)
 DM0121
 DM0121                         *CURRENT SURVEY CONTROL
 DM0121  ___________________________________________________________________
 DM0121* NAD 83(1986)-  33 47 40.     (N)    094 00 43.     (W)     SCALED    
 DM0121* NAVD 88     -        88.388  (meters)     289.99   (feet)  ADJUSTED  
 DM0121  ___________________________________________________________________
 DM0121  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DM0121  DYNAMIC HT  -          88.297 (meters)     289.69  (feet)  COMP
 DM0121  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 DM0121
 DM0121  VERT ORDER  -  SECOND    CLASS 0
 DM0121
 DM0121.The horizontal coordinates were scaled from a topographic map and have
 DM0121.an estimated accuracy of +/- 6 seconds.
 DM0121
 DM0121.The orthometric height was determined by differential leveling
 DM0121.and adjusted by the National Geodetic Survey in June 1991..
 DM0121
 DM0121.The geoid height was determined by GEOID03.
 DM0121
 DM0121.The dynamic height is computed by dividing the NAVD 88
 DM0121.geopotential number by the normal gravity value computed on the
 DM0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0121.degrees latitude (g = 980.6199 gals.).
 DM0121
 DM0121.The modeled gravity was interpolated from observed gravity values.
 DM0121
 DM0121;                    North         East    Units  Estimated Accuracy
 DM0121;SPC AR S     -   526,920.      213,710.      MT  (+/- 180 meters Scaled)
 DM0121
 DM0121                          SUPERSEDED SURVEY CONTROL
 DM0121
 DM0121  NGVD 29 (??/??/92)   88.396  (m)          290.01   (f) ADJ UNCH    2 0
 DM0121
 DM0121.Superseded values are not recommended for survey control.
 DM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0121.See file dsdata.txt to determine how the superseded data were derived.
 DM0121
 DM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT063398(NAD 83)
 DM0121_MARKER: DB = BENCH MARK DISK
 DM0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0121_STAMPING: V 61 1934
 DM0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0121+STABILITY: SURFACE MOTION
 DM0121
 DM0121  HISTORY     - Date     Condition        Report By
 DM0121  HISTORY     - 1934     MONUMENTED       CGS
 DM0121  HISTORY     - 1962     GOOD             NGS
 DM0121
 DM0121                          STATION DESCRIPTION
 DM0121
 DM0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DM0121'IN PARALOMA.
 DM0121'AT PARALOMA, SEVIER COUNTY, 55.7 FEET SOUTHEAST OF THE SOUTHEAST
 DM0121'CORNER OF THE GRAYSONIA, NASHVILLE AND ASHDOWN RAILROAD STATION, 165
 DM0121'FEET SOUTH OF POLE 875, 153 FEET SOUTH OF THE CENTERLINE OF A CROSS
 DM0121'ROAD, 88.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WALDSTEIN
 DM0121'LUMBER CO. OFFICE BUILDING, 19.8 FEET NORTH OF THE NORTH SIDE OF THE
 DM0121'WALDSTEIN LUMBER CO. PRIVATE GARAGE, AND 18.5 FEET EAST OF THE
 DM0121'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED V 61 1934 AND
 DM0121'SET IN THE TOP OF A CONCRETE POST.  NOTE-- FROM RAILROAD AND OLD
 DM0121'ABANDONED RAILROAD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1046 ***********************************************************************
 DL1046  DESIGNATION -  V 62
 DL1046  PID         -  DL1046
 DL1046  STATE/COUNTY-  AR/HEMPSTEAD
 DL1046  USGS QUAD   -  HOPE (1978)
 DL1046
 DL1046                         *CURRENT SURVEY CONTROL
 DL1046  ___________________________________________________________________
 DL1046* NAD 83(1986)-  33 40 07.     (N)    093 35 33.     (W)     SCALED    
 DL1046* NAVD 88     -       110.220  (meters)     361.61   (feet)  ADJUSTED  
 DL1046  ___________________________________________________________________
 DL1046  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL1046  DYNAMIC HT  -         110.104 (meters)     361.23  (feet)  COMP
 DL1046  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DL1046
 DL1046  VERT ORDER  -  SECOND    CLASS 0
 DL1046
 DL1046.The horizontal coordinates were scaled from a topographic map and have
 DL1046.an estimated accuracy of +/- 6 seconds.
 DL1046
 DL1046.The orthometric height was determined by differential leveling
 DL1046.and adjusted by the National Geodetic Survey in June 1991..
 DL1046
 DL1046.The geoid height was determined by GEOID03.
 DL1046
 DL1046.The dynamic height is computed by dividing the NAVD 88
 DL1046.geopotential number by the normal gravity value computed on the
 DL1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1046.degrees latitude (g = 980.6199 gals.).
 DL1046
 DL1046.The modeled gravity was interpolated from observed gravity values.
 DL1046
 DL1046;                    North         East    Units  Estimated Accuracy
 DL1046;SPC AR S     -   512,280.      252,320.      MT  (+/- 180 meters Scaled)
 DL1046
 DL1046                          SUPERSEDED SURVEY CONTROL
 DL1046
 DL1046  NGVD 29 (??/??/92)  110.227  (m)          361.64   (f) ADJ UNCH    2 0
 DL1046
 DL1046.Superseded values are not recommended for survey control.
 DL1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1046.See file dsdata.txt to determine how the superseded data were derived.
 DL1046
 DL1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT450255(NAD 83)
 DL1046_MARKER: DB = BENCH MARK DISK
 DL1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1046_SP_SET: BUILDING
 DL1046_STAMPING: V 62 1935
 DL1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1046
 DL1046  HISTORY     - Date     Condition        Report By
 DL1046  HISTORY     - 1935     MONUMENTED       CGS
 DL1046  HISTORY     - 1963     GOOD             NGS
 DL1046
 DL1046                          STATION DESCRIPTION
 DL1046
 DL1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1046'IN HOPE.
 DL1046'AT HOPE, HEMPSTEAD COUNTY, AT THE MISSOURI PACIFIC RAILROAD STATION,
 DL1046'123 FEET SOUTHWEST OF THE STATION SEMAPHORE, 21.3 FEET SOUTHEAST OF
 DL1046'THE CENTERLINE OF THE MAIN TRACK, IN THE NORTHWEST BRICK WALL OF THE
 DL1046'STATION, 2.6 FEET NORTHEAST OF THE WEST CORNER, AND 4.9 FEET ABOVE THE
 DL1046'STATION PLATFORM.  A STANDARD DISK, STAMPED V 62 1935 AND SET
 DL1046'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0951 ***********************************************************************
 DL0951  DESIGNATION -  V 63
 DL0951  PID         -  DL0951
 DL0951  STATE/COUNTY-  AR/MILLER
 DL0951  USGS QUAD   -  FULTON (1975)
 DL0951
 DL0951                         *CURRENT SURVEY CONTROL
 DL0951  ___________________________________________________________________
 DL0951* NAD 83(1986)-  33 35 28.     (N)    093 50 13.     (W)     SCALED    
 DL0951* NAVD 88     -        81.311  (meters)     266.77   (feet)  ADJUSTED  
 DL0951  ___________________________________________________________________
 DL0951  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL0951  DYNAMIC HT  -          81.225 (meters)     266.49  (feet)  COMP
 DL0951  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 DL0951
 DL0951  VERT ORDER  -  FIRST     CLASS I
 DL0951
 DL0951.The horizontal coordinates were scaled from a topographic map and have
 DL0951.an estimated accuracy of +/- 6 seconds.
 DL0951
 DL0951.The orthometric height was determined by differential leveling
 DL0951.and adjusted by the National Geodetic Survey in June 1991..
 DL0951.WARNING-Repeat measurements at this control monument indicate possible
 DL0951.vertical movement.
 DL0951
 DL0951.The geoid height was determined by GEOID03.
 DL0951
 DL0951.The dynamic height is computed by dividing the NAVD 88
 DL0951.geopotential number by the normal gravity value computed on the
 DL0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0951.degrees latitude (g = 980.6199 gals.).
 DL0951
 DL0951.The modeled gravity was interpolated from observed gravity values.
 DL0951
 DL0951;                    North         East    Units  Estimated Accuracy
 DL0951;SPC AR S     -   504,060.      229,500.      MT  (+/- 180 meters Scaled)
 DL0951
 DL0951                          SUPERSEDED SURVEY CONTROL
 DL0951
 DL0951  NGVD 29 (??/??/??)   81.323  (m)          266.81   (f) ADJUSTED    1 1
 DL0951
 DL0951.Superseded values are not recommended for survey control.
 DL0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0951.See file dsdata.txt to determine how the superseded data were derived.
 DL0951
 DL0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT223171(NAD 83)
 DL0951_MARKER: DB = BENCH MARK DISK
 DL0951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0951_SP_SET: ABUTMENT
 DL0951_STAMPING: V-63 1935
 DL0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0951
 DL0951  HISTORY     - Date     Condition        Report By
 DL0951  HISTORY     - 1935     MONUMENTED       CGS
 DL0951  HISTORY     - 1963     GOOD             NGS
 DL0951  HISTORY     - 1977     GOOD             NGS
 DL0951
 DL0951                          STATION DESCRIPTION
 DL0951
 DL0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0951'1.9 MI SW FROM FULTON.
 DL0951'1.9 MILES SOUTHWEST OF, ALONG M.P.R.R. FROM STATION.  BRONZE TABLET IN
 DL0951'NORTHEAST CONCRETE ABUTMENT OF LONG RAILROAD TRESTLE NO. 782 UNDER
 DL0951'U.S. HWY. 67 OVERPASS.  300 FEET NORTHEAST OF U.S. HWY. 67 OVERPASS.
 DL0951'79 FEET SOUTH OF FIRST TELEGRAPH POLE SOUTHWEST OF M.P. 473-10.  7.3
 DL0951'FEET SOUTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.
 DL0951
 DL0951                          STATION RECOVERY (1963)
 DL0951
 DL0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0951'RECOVERED IN GOOD CONDITION.
 DL0951
 DL0951                          STATION RECOVERY (1977)
 DL0951
 DL0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DL0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1513 ***********************************************************************
 FG1513  DESIGNATION -  V 66 RESET
 FG1513  PID         -  FG1513
 FG1513  STATE/COUNTY-  AR/POPE
 FG1513  USGS QUAD   -  SMYRNA (1980)
 FG1513
 FG1513                         *CURRENT SURVEY CONTROL
 FG1513  ___________________________________________________________________
 FG1513* NAD 83(1986)-  35 40 07.     (N)    092 58 11.     (W)     SCALED    
 FG1513* NAVD 88     -       584.62   (meters)    1918.0    (feet)  RESET     
 FG1513  ___________________________________________________________________
 FG1513  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG1513
 FG1513  VERT ORDER  -  THIRD
 FG1513
 FG1513.The horizontal coordinates were scaled from a topographic map and have
 FG1513.an estimated accuracy of +/- 6 seconds.
 FG1513
 FG1513.The orthometric height was computed from unverified reset data.
 FG1513
 FG1513.The geoid height was determined by GEOID03.
 FG1513
 FG1513;                    North         East    Units  Estimated Accuracy
 FG1513;SPC AR N     -   148,570.      312,210.      MT  (+/- 180 meters Scaled)
 FG1513
 FG1513                          SUPERSEDED SURVEY CONTROL
 FG1513
 FG1513  NGVD 29 (08/21/02)  584.54   (m)         1917.8    (f) RESET       3  
 FG1513
 FG1513.Superseded values are not recommended for survey control.
 FG1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1513.See file dsdata.txt to determine how the superseded data were derived.
 FG1513
 FG1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV027471(NAD 83)
 FG1513_MARKER: DB = BENCH MARK DISK
 FG1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1513_STAMPING: V 66 RESET 1982
 FG1513_PROJECTION: FLUSH
 FG1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1513+STABILITY: SURFACE MOTION
 FG1513
 FG1513  HISTORY     - Date     Condition        Report By
 FG1513  HISTORY     - 1982     MONUMENTED       NGS
 FG1513
 FG1513                          STATION DESCRIPTION
 FG1513
 FG1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FG1513'5.4 MI SOUTH FROM BEN HUR.
 FG1513'8.85 MILES EAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 FG1513'STATE HIGHWAY 7 IN SAND GAP, TO A T-ROAD JUNCTION IN BEN HUR, THENCE
 FG1513'SOUTH ALONG STATE HIGHWAY 16 FOR 5.4 MILES TO A ROAD LEADING NORTH
 FG1513'TO A HOUSE AND MARK ON THE LEFT, 50.0 FEET NORTHEAST OF THE
 FG1513'CENTERLINE OF NEW ROAD, 75.0 FEET SOUTHEAST OF THE CENTER OF ROAD
 FG1513'LEADING NORTH AT JUNCTION OF WOODS ROAD, 20.0 FEET NORTHEAST OF THE
 FG1513'CENTER OF WOODS ROAD, 30.0 FEET SOUTH-SOUTHWEST OF A 26-INCH OAK
 FG1513'TREE, AND 12.0 FEET NORTH OF A 20-INCH OAK TREE.
 FG1513'THE MARK IS 1.0 FT  SW FROM A WITNESS POST.
 FG1513'THE MARK IS 5.0 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0455 ***********************************************************************
 FG0455  DESIGNATION -  V 67
 FG0455  PID         -  FG0455
 FG0455  STATE/COUNTY-  AR/POPE
 FG0455  USGS QUAD   -  HECTOR (1989)
 FG0455
 FG0455                         *CURRENT SURVEY CONTROL
 FG0455  ___________________________________________________________________
 FG0455* NAD 83(1986)-  35 26 07.     (N)    092 54 08.     (W)     SCALED    
 FG0455* NAVD 88     -       176.075  (meters)     577.67   (feet)  ADJUSTED  
 FG0455  ___________________________________________________________________
 FG0455  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FG0455  DYNAMIC HT  -         175.910 (meters)     577.13  (feet)  COMP
 FG0455  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 FG0455
 FG0455  VERT ORDER  -  SECOND    CLASS 0
 FG0455
 FG0455.The horizontal coordinates were scaled from a topographic map and have
 FG0455.an estimated accuracy of +/- 6 seconds.
 FG0455
 FG0455.The orthometric height was determined by differential leveling
 FG0455.and adjusted by the National Geodetic Survey in June 1991..
 FG0455
 FG0455.The geoid height was determined by GEOID03.
 FG0455
 FG0455.The dynamic height is computed by dividing the NAVD 88
 FG0455.geopotential number by the normal gravity value computed on the
 FG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0455.degrees latitude (g = 980.6199 gals.).
 FG0455
 FG0455.The modeled gravity was interpolated from observed gravity values.
 FG0455
 FG0455;                    North         East    Units  Estimated Accuracy
 FG0455;SPC AR N     -   122,630.      318,080.      MT  (+/- 180 meters Scaled)
 FG0455
 FG0455                          SUPERSEDED SURVEY CONTROL
 FG0455
 FG0455  NGVD 29 (??/??/92)  176.054  (m)          577.60   (f) ADJ UNCH    2 0
 FG0455
 FG0455.Superseded values are not recommended for survey control.
 FG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0455.See file dsdata.txt to determine how the superseded data were derived.
 FG0455
 FG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV088213(NAD 83)
 FG0455_MARKER: DB = BENCH MARK DISK
 FG0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0455_STAMPING: V 67 1935
 FG0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0455+STABILITY: SURFACE MOTION
 FG0455
 FG0455  HISTORY     - Date     Condition        Report By
 FG0455  HISTORY     - 1935     MONUMENTED       CGS
 FG0455
 FG0455                          STATION DESCRIPTION
 FG0455
 FG0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0455'2 MI NW FROM APPLETON.
 FG0455'2 MILES NORTHWEST ALONG THE HECTOR ROAD FROM THE POST OFFICE AT
 FG0455'APPLETON, POPE COUNTY, 0.2 MILE WEST OF A BRIDGE, AT THE JUNCTION OF A
 FG0455'ROAD LEADING NORTH, 51 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 FG0455'NORTH, 38 FEET NORTH OF THE CENTERLINE OF THE HECTOR ROAD, 84 FEET
 FG0455'WEST OF A 30-INCH OAK TREE, 6 FEET NORTH OF A 12-INCH CEDAR TREE, AND
 FG0455'5 1/2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED V 67 1935 AND
 FG0455'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0193 ***********************************************************************
 FG0193  DESIGNATION -  V 68
 FG0193  PID         -  FG0193
 FG0193  STATE/COUNTY-  AR/CLEBURNE
 FG0193  USGS QUAD   -  QUITMAN (1991)
 FG0193
 FG0193                         *CURRENT SURVEY CONTROL
 FG0193  ___________________________________________________________________
 FG0193* NAD 83(1986)-  35 24 57.     (N)    092 09 08.     (W)     SCALED    
 FG0193* NAVD 88     -       189.697  (meters)     622.36   (feet)  ADJUSTED  
 FG0193  ___________________________________________________________________
 FG0193  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FG0193  DYNAMIC HT  -         189.522 (meters)     621.79  (feet)  COMP
 FG0193  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 FG0193
 FG0193  VERT ORDER  -  SECOND    CLASS 0
 FG0193
 FG0193.The horizontal coordinates were scaled from a topographic map and have
 FG0193.an estimated accuracy of +/- 6 seconds.
 FG0193
 FG0193.The orthometric height was determined by differential leveling
 FG0193.and adjusted by the National Geodetic Survey in June 1991..
 FG0193
 FG0193.The geoid height was determined by GEOID03.
 FG0193
 FG0193.The dynamic height is computed by dividing the NAVD 88
 FG0193.geopotential number by the normal gravity value computed on the
 FG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0193.degrees latitude (g = 980.6199 gals.).
 FG0193
 FG0193.The modeled gravity was interpolated from observed gravity values.
 FG0193
 FG0193;                    North         East    Units  Estimated Accuracy
 FG0193;SPC AR N     -   120,110.      386,180.      MT  (+/- 180 meters Scaled)
 FG0193
 FG0193                          SUPERSEDED SURVEY CONTROL
 FG0193
 FG0193  NGVD 29 (??/??/92)  189.649  (m)          622.21   (f) ADJ UNCH    2 0
 FG0193
 FG0193.Superseded values are not recommended for survey control.
 FG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0193.See file dsdata.txt to determine how the superseded data were derived.
 FG0193
 FG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV769194(NAD 83)
 FG0193_MARKER: DB = BENCH MARK DISK
 FG0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0193_STAMPING: V 68 1934
 FG0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0193+STABILITY: SURFACE MOTION
 FG0193
 FG0193  HISTORY     - Date     Condition        Report By
 FG0193  HISTORY     - 1934     MONUMENTED       CGS
 FG0193  HISTORY     - 1963     MARK NOT FOUND   NGS
 FG0193
 FG0193                          STATION DESCRIPTION
 FG0193
 FG0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0193'4.2 MI E FROM QUITMAN.
 FG0193'4.2 MILES EAST ALONG STATE HIGHWAY 25 FROM THE CONCRETE BRIDGE OVER
 FG0193'MILL CREEK AT QUITMAN, CLEBURNE COUNTY, IN THE FRONT YARD OF THE FRED
 FG0193'KENNEDY FARMHOUSE, 77.5 FEET NORTHWEST OF THE NORTH CORNER OF THE
 FG0193'HOUSE, 60.2 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.8 FEET
 FG0193'SOUTHWEST OF THE CENTERLINE OF THE FARM ROAD LEADING TO THE FARMHOUSE,
 FG0193'AND 3.1 FEET NORTHWEST OF A 6-INCH OAK TREE.  A STANDARD DISK, STAMPED
 FG0193'V 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FG0193
 FG0193                          STATION RECOVERY (1963)
 FG0193
 FG0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FG0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0118 ***********************************************************************
 FG0118  DESIGNATION -  V 69
 FG0118  PID         -  FG0118
 FG0118  STATE/COUNTY-  AR/FAULKNER
 FG0118  USGS QUAD   -  CONWAY (1994)
 FG0118
 FG0118                         *CURRENT SURVEY CONTROL
 FG0118  ___________________________________________________________________
 FG0118* NAD 83(1986)-  35 05 29.     (N)    092 25 48.     (W)     SCALED    
 FG0118* NAVD 88     -        94.430  (meters)     309.81   (feet)  ADJUSTED  
 FG0118  ___________________________________________________________________
 FG0118  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FG0118  DYNAMIC HT  -          94.342 (meters)     309.52  (feet)  COMP
 FG0118  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FG0118
 FG0118  VERT ORDER  -  SECOND    CLASS 0
 FG0118
 FG0118.The horizontal coordinates were scaled from a topographic map and have
 FG0118.an estimated accuracy of +/- 6 seconds.
 FG0118
 FG0118.The orthometric height was determined by differential leveling
 FG0118.and adjusted by the National Geodetic Survey in June 1991..
 FG0118
 FG0118.The geoid height was determined by GEOID03.
 FG0118
 FG0118.The dynamic height is computed by dividing the NAVD 88
 FG0118.geopotential number by the normal gravity value computed on the
 FG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0118.degrees latitude (g = 980.6199 gals.).
 FG0118
 FG0118.The modeled gravity was interpolated from observed gravity values.
 FG0118
 FG0118;                    North         East    Units  Estimated Accuracy
 FG0118;SPC AR N     -    84,190.      360,790.      MT  (+/- 180 meters Scaled)
 FG0118
 FG0118                          SUPERSEDED SURVEY CONTROL
 FG0118
 FG0118  NGVD 29 (??/??/92)   94.452  (m)          309.88   (f) ADJ UNCH    2 0
 FG0118
 FG0118.Superseded values are not recommended for survey control.
 FG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0118.See file dsdata.txt to determine how the superseded data were derived.
 FG0118
 FG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU519833(NAD 83)
 FG0118_MARKER: DB = BENCH MARK DISK
 FG0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0118_STAMPING: V 69 1934
 FG0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0118+STABILITY: SURFACE MOTION
 FG0118
 FG0118  HISTORY     - Date     Condition        Report By
 FG0118  HISTORY     - 1934     MONUMENTED       CGS
 FG0118  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0118  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0118
 FG0118                          STATION DESCRIPTION
 FG0118
 FG0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0118'0.7 MI E FROM CONWAY.
 FG0118'0.7 MILE EAST ALONG U.S. HIGHWAY 64 FROM THE MISSOURI PACIFIC RAILROAD
 FG0118'STATION AT CONWAY, FAULKNER COUNTY, 68 FEET SOUTHEAST OF THE SOUTHEAST
 FG0118'CORNER OF THE RESIDENCE OWNED IN 1934 BY THORPE RAY AND OCCUPIED BY
 FG0118'WALTER JOHNSTON, 32.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.6
 FG0118'FEET NORTHEAST OF A POWERLINE POLE, 7.4 FEET NORTH OF THE SOUTHWEST
 FG0118'CORNER OF A PASTURE FENCE, AND 1.1 FEET WEST OF A NORTH-AND-SOUTH
 FG0118'FENCE.  A STANDARD DISK, STAMPED V 69 1934 AND SET IN THE TOP OF A
 FG0118'CONCRETE POST.
 FG0118
 FG0118                          STATION RECOVERY (1984)
 FG0118
 FG0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0088 ***********************************************************************
 FG0088  DESIGNATION -  V 7
 FG0088  PID         -  FG0088
 FG0088  STATE/COUNTY-  AR/CLEBURNE
 FG0088  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0088
 FG0088                         *CURRENT SURVEY CONTROL
 FG0088  ___________________________________________________________________
 FG0088* NAD 83(1986)-  35 29 03.     (N)    092 02 15.     (W)     SCALED    
 FG0088* NAVD 88     -       102.941  (meters)     337.73   (feet)  ADJUSTED  
 FG0088  ___________________________________________________________________
 FG0088  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FG0088  DYNAMIC HT  -         102.849 (meters)     337.43  (feet)  COMP
 FG0088  MODELED GRAV-     979,739.3   (mgal)                       NAVD 88
 FG0088
 FG0088  VERT ORDER  -  FIRST     CLASS II
 FG0088
 FG0088.The horizontal coordinates were scaled from a topographic map and have
 FG0088.an estimated accuracy of +/- 6 seconds.
 FG0088
 FG0088.The orthometric height was determined by differential leveling
 FG0088.and adjusted by the National Geodetic Survey in June 1991..
 FG0088
 FG0088.The geoid height was determined by GEOID03.
 FG0088
 FG0088.The dynamic height is computed by dividing the NAVD 88
 FG0088.geopotential number by the normal gravity value computed on the
 FG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0088.degrees latitude (g = 980.6199 gals.).
 FG0088
 FG0088.The modeled gravity was interpolated from observed gravity values.
 FG0088
 FG0088;                    North         East    Units  Estimated Accuracy
 FG0088;SPC AR N     -   127,680.      396,600.      MT  (+/- 180 meters Scaled)
 FG0088
 FG0088                          SUPERSEDED SURVEY CONTROL
 FG0088
 FG0088  NGVD 29 (??/??/92)  102.869  (m)          337.50   (f) ADJ UNCH    1 2
 FG0088
 FG0088.Superseded values are not recommended for survey control.
 FG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0088.See file dsdata.txt to determine how the superseded data were derived.
 FG0088
 FG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV873271(NAD 83)
 FG0088_MARKER: DB = BENCH MARK DISK
 FG0088_SETTING: 0 = UNSPECIFIED SETTING
 FG0088_SP_SET: FLOOR
 FG0088_STAMPING: V 7 1931
 FG0088_MARK LOGO: CGS   
 FG0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0088+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 FG0088
 FG0088  HISTORY     - Date     Condition        Report By
 FG0088  HISTORY     - 1931     MONUMENTED       CGS
 FG0088  HISTORY     - 1934     GOOD             NGS
 FG0088  HISTORY     - 1935     GOOD             NGS
 FG0088  HISTORY     - 19950607 GOOD             LOCENG
 FG0088  HISTORY     - 19950628 GOOD             NGS
 FG0088  HISTORY     - 20030730 GOOD             USACE
 FG0088
 FG0088                          STATION DESCRIPTION
 FG0088
 FG0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0088'IN HEBER SPRINGS.
 FG0088'AT HEBER SPRINGS, ABOUT 170 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 FG0088'MISSOURI AND NORTH ARKANSAS RY. STATION.  ABOUT 150 FEET WEST OF
 FG0088'NORTHWEST CORNER OF COTTON GIN.  105 FEET SOUTH OF CENTERLINE OF MAIN
 FG0088'LINE TRACK.  21.1 FEET EAST OF TELEPHONE POST.
 FG0088
 FG0088                          STATION RECOVERY (1935)
 FG0088
 FG0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0088'RECOVERED IN GOOD CONDITION.
 FG0088
 FG0088                          STATION RECOVERY (1995)
 FG0088
 FG0088'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (FSS)
 FG0088'RECOVERED IN GOOD CONDITION. NOTE--TRACKS HAVE BEEN REMOVED. 612 FEET
 FG0088'(186.5 M) SOUTH AND 63 FEET (19.2 M) EAST OF CENTERLINE OF SOUTH 8TH
 FG0088'STREET, AND WEST SCOTT STREET, 4 1/2 FEET SOUTH AND 1 FOOT (0.3 M)
 FG0088'EAST OF A LARGE 9 INCH FENCE CORNER POST, 26 FEET (7.9 M) EAST OF A
 FG0088'UTILITY POLE, AND 1 1/2 FEET WEST OF A METAL WITNESS POST.
 FG0088
 FG0088                          STATION RECOVERY (1995)
 FG0088
 FG0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (FSS)
 FG0088'THE TRACKS AND STATION NO LONGER EXIST, THE MARK IS 612 FT (186.5 M)
 FG0088'SOUTH AND 63 FT (19.2 M) EAST OF CENTERLINE OF SOUTH 8TH STREET AND
 FG0088'WEST SCOTT ST, 26 FT (7.9 M) EAST OF A LARGE UTILITY POLE, 4.5 FT (1.4
 FG0088'M) SOUTH AND 1 FT (0.3 M) EAST OF A RR TIE FENCE CORNER POST, 1.5 FT
 FG0088'(0.5 M) WEST OF A METAL WITNESS POST AND SIGN.
 FG0088
 FG0088                          STATION RECOVERY (2003)
 FG0088
 FG0088'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FG0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1159 ***********************************************************************
 FG1159  DESIGNATION -  V 70
 FG1159  PID         -  FG1159
 FG1159  STATE/COUNTY-  AR/PERRY
 FG1159  USGS QUAD   -  CASA (1972)
 FG1159
 FG1159                         *CURRENT SURVEY CONTROL
 FG1159  ___________________________________________________________________
 FG1159* NAD 83(1986)-  35 01 26.     (N)    093 02 52.     (W)     SCALED    
 FG1159* NAVD 88     -       111.640  (meters)     366.27   (feet)  ADJUSTED  
 FG1159  ___________________________________________________________________
 FG1159  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FG1159  DYNAMIC HT  -         111.533 (meters)     365.92  (feet)  COMP
 FG1159  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 FG1159
 FG1159  VERT ORDER  -  SECOND    CLASS 0
 FG1159
 FG1159.The horizontal coordinates were scaled from a topographic map and have
 FG1159.an estimated accuracy of +/- 6 seconds.
 FG1159
 FG1159.The orthometric height was determined by differential leveling
 FG1159.and adjusted by the National Geodetic Survey in June 1991..
 FG1159
 FG1159.The geoid height was determined by GEOID03.
 FG1159
 FG1159.The dynamic height is computed by dividing the NAVD 88
 FG1159.geopotential number by the normal gravity value computed on the
 FG1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1159.degrees latitude (g = 980.6199 gals.).
 FG1159
 FG1159.The modeled gravity was interpolated from observed gravity values.
 FG1159
 FG1159;                    North         East    Units  Estimated Accuracy
 FG1159;SPC AR N     -    77,120.      304,380.      MT  (+/- 180 meters Scaled)
 FG1159
 FG1159                          SUPERSEDED SURVEY CONTROL
 FG1159
 FG1159  NGVD 29 (??/??/92)  111.632  (m)          366.25   (f) ADJ UNCH    2 0
 FG1159
 FG1159.Superseded values are not recommended for survey control.
 FG1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1159.See file dsdata.txt to determine how the superseded data were derived.
 FG1159
 FG1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU956756(NAD 83)
 FG1159_MARKER: DB = BENCH MARK DISK
 FG1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1159_STAMPING: V-70 1934
 FG1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1159+STABILITY: SURFACE MOTION
 FG1159
 FG1159  HISTORY     - Date     Condition        Report By
 FG1159  HISTORY     - 1934     MONUMENTED       CGS
 FG1159  HISTORY     - 1939     GOOD             NGS
 FG1159  HISTORY     - 1965     GOOD             USFS
 FG1159
 FG1159                          STATION DESCRIPTION
 FG1159
 FG1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG1159'IN CASA.
 FG1159'AT CASA, ABOUT 150 FEET WEST OF WEST END OF CHICAGO, ROCK ISLAND AND
 FG1159'PACIFIC RAILROAD STATION.  60.3 FEET NORTHWEST OF CENTERLINE OF
 FG1159'NORTH-SOUTH STREET AT RAILROAD CROSSING.  35.7 FEET NORTH OF
 FG1159'CENTERLINE OF MAIN LINE TRACKS.  9.1 FEET WEST OF WEST SIDE OF SIDE
 FG1159'WALK.  2.8 FEET SOUTH OF TELEPHONE POLE.
 FG1159
 FG1159                          STATION RECOVERY (1965)
 FG1159
 FG1159'RECOVERY NOTE BY US FOREST SERVICE 1965
 FG1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0766 ***********************************************************************
 EJ0766  DESIGNATION -  V 71
 EJ0766  PID         -  EJ0766
 EJ0766  STATE/COUNTY-  AR/PULASKI
 EJ0766  USGS QUAD   -  MAYFLOWER (1987)
 EJ0766
 EJ0766                         *CURRENT SURVEY CONTROL
 EJ0766  ___________________________________________________________________
 EJ0766* NAD 83(1986)-  34 56 14.     (N)    092 29 26.     (W)     SCALED    
 EJ0766* NAVD 88     -        83.671  (meters)     274.51   (feet)  ADJUSTED  
 EJ0766  ___________________________________________________________________
 EJ0766  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EJ0766  DYNAMIC HT  -          83.592 (meters)     274.25  (feet)  COMP
 EJ0766  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 EJ0766
 EJ0766  VERT ORDER  -  SECOND    CLASS 0
 EJ0766
 EJ0766.The horizontal coordinates were scaled from a topographic map and have
 EJ0766.an estimated accuracy of +/- 6 seconds.
 EJ0766
 EJ0766.The orthometric height was determined by differential leveling
 EJ0766.and adjusted by the National Geodetic Survey in June 1991..
 EJ0766
 EJ0766.The geoid height was determined by GEOID03.
 EJ0766
 EJ0766.The dynamic height is computed by dividing the NAVD 88
 EJ0766.geopotential number by the normal gravity value computed on the
 EJ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0766.degrees latitude (g = 980.6199 gals.).
 EJ0766
 EJ0766.The modeled gravity was interpolated from observed gravity values.
 EJ0766
 EJ0766;                    North         East    Units  Estimated Accuracy
 EJ0766;SPC AR S     -   651,950.      355,180.      MT  (+/- 180 meters Scaled)
 EJ0766
 EJ0766                          SUPERSEDED SURVEY CONTROL
 EJ0766
 EJ0766  NGVD 29 (??/??/92)   83.712  (m)          274.65   (f) ADJ UNCH    2 0
 EJ0766
 EJ0766.Superseded values are not recommended for survey control.
 EJ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0766.See file dsdata.txt to determine how the superseded data were derived.
 EJ0766
 EJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU465662(NAD 83)
 EJ0766_MARKER: DB = BENCH MARK DISK
 EJ0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0766_SP_SET: CULVERT
 EJ0766_STAMPING: V-71 1934
 EJ0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0766
 EJ0766  HISTORY     - Date     Condition        Report By
 EJ0766  HISTORY     - 1934     MONUMENTED       CGS
 EJ0766
 EJ0766                          STATION DESCRIPTION
 EJ0766
 EJ0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0766'2.9 MI W FROM ROLAND.
 EJ0766'2.9 MILES WEST OF, ALONG C.R.I. AND P.RY. FROM STATION TABLET SET
 EJ0766'HORIZONTALLY ON NORTHWEST END OF SOUTHWEST HEADWALL OF CONCRETE
 EJ0766'CULVERT UNDER RAILROAD.  ABOUT 0.1 MILE NORTHWEST OF FARM HOUSE ON
 EJ0766'I.Z. PATTONS FARM.  ABOUT 300 FEET WEST OF TELEPHONE POLE MARKED
 EJ0766'162+10.  12.6 FEET SOUTHWEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EJ0766'PACIFIC R.R.  1.2 FEET SOUTHEAST OF TOP OF SLOPE ON NORTHWEST END OF
 EJ0766'HEADWALL.  0.9 FEET NORTHEAST OF SOUTHWEST EDGE OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0856 ***********************************************************************
 EJ0856  DESIGNATION -  V 73
 EJ0856  PID         -  EJ0856
 EJ0856  STATE/COUNTY-  AR/SALINE
 EJ0856  USGS QUAD   -  FOURCHE SW (1984)
 EJ0856
 EJ0856                         *CURRENT SURVEY CONTROL
 EJ0856  ___________________________________________________________________
 EJ0856* NAD 83(1986)-  34 45 30.     (N)    092 43 03.     (W)     SCALED    
 EJ0856* NAVD 88     -       176.696  (meters)     579.71   (feet)  ADJUSTED  
 EJ0856  ___________________________________________________________________
 EJ0856  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ0856  DYNAMIC HT  -         176.527 (meters)     579.16  (feet)  COMP
 EJ0856  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 EJ0856
 EJ0856  VERT ORDER  -  SECOND    CLASS 0
 EJ0856
 EJ0856.The horizontal coordinates were scaled from a topographic map and have
 EJ0856.an estimated accuracy of +/- 6 seconds.
 EJ0856
 EJ0856.The orthometric height was determined by differential leveling
 EJ0856.and adjusted by the National Geodetic Survey in June 1991..
 EJ0856
 EJ0856.The geoid height was determined by GEOID03.
 EJ0856
 EJ0856.The dynamic height is computed by dividing the NAVD 88
 EJ0856.geopotential number by the normal gravity value computed on the
 EJ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0856.degrees latitude (g = 980.6199 gals.).
 EJ0856
 EJ0856.The modeled gravity was interpolated from observed gravity values.
 EJ0856
 EJ0856;                    North         East    Units  Estimated Accuracy
 EJ0856;SPC AR S     -   632,230.      334,310.      MT  (+/- 180 meters Scaled)
 EJ0856
 EJ0856                          SUPERSEDED SURVEY CONTROL
 EJ0856
 EJ0856  NGVD 29 (??/??/92)  176.712  (m)          579.76   (f) ADJ UNCH    2 0
 EJ0856
 EJ0856.Superseded values are not recommended for survey control.
 EJ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0856.See file dsdata.txt to determine how the superseded data were derived.
 EJ0856
 EJ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU258462(NAD 83)
 EJ0856_MARKER: DB = BENCH MARK DISK
 EJ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0856_STAMPING: V 73 1935
 EJ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0856+STABILITY: SURFACE MOTION
 EJ0856
 EJ0856  HISTORY     - Date     Condition        Report By
 EJ0856  HISTORY     - 1935     MONUMENTED       CGS
 EJ0856  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0856
 EJ0856                          STATION DESCRIPTION
 EJ0856
 EJ0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0856'2.9 MI E FROM PARON.
 EJ0856'2.9 MILES EAST ALONG TWELFTH STREET PIKE FROM THE SCHOOLHOUSE AT
 EJ0856'PARON, SALINE COUNTY, SOUTH ABOUT 1 MILE ALONG A TRAIL ON THE SIMPSON
 EJ0856'FARM, AT THE BASE OF A PROMINENT 6- BY 8- BY 9-FOOT ROCK AT THE TOP OF
 EJ0856'A RIDGE ON THE WEST SIDE OF THE NORTH FORK OF SALINE RIVER, 9.1 FEET
 EJ0856'NORTH OF A 12-INCH PINE TREE, 2.4 FEET SOUTHEAST OF AN 8-INCH PINE
 EJ0856'TREE, AND 0.7 FEET WEST OF THE WEST EDGE OF THE ROCK.  A STANDARD
 EJ0856'DISK, STAMPED V 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1166 ***********************************************************************
 FF1166  DESIGNATION -  V 74
 FF1166  PID         -  FF1166
 FF1166  STATE/COUNTY-  AR/JACKSON
 FF1166  USGS QUAD   -  AUVERGNE (1981)
 FF1166
 FF1166                         *CURRENT SURVEY CONTROL
 FF1166  ___________________________________________________________________
 FF1166* NAD 83(1986)-  35 32 01.     (N)    091 13 48.     (W)     SCALED    
 FF1166* NAVD 88     -        70.146  (meters)     230.14   (feet)  ADJUSTED  
 FF1166  ___________________________________________________________________
 FF1166  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF1166  DYNAMIC HT  -          70.085 (meters)     229.94  (feet)  COMP
 FF1166  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 FF1166
 FF1166  VERT ORDER  -  SECOND    CLASS 0
 FF1166
 FF1166.The horizontal coordinates were scaled from a topographic map and have
 FF1166.an estimated accuracy of +/- 6 seconds.
 FF1166
 FF1166.The orthometric height was determined by differential leveling
 FF1166.and adjusted by the National Geodetic Survey in June 1991..
 FF1166
 FF1166.The geoid height was determined by GEOID03.
 FF1166
 FF1166.The dynamic height is computed by dividing the NAVD 88
 FF1166.geopotential number by the normal gravity value computed on the
 FF1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1166.degrees latitude (g = 980.6199 gals.).
 FF1166
 FF1166.The modeled gravity was interpolated from observed gravity values.
 FF1166
 FF1166;                    North         East    Units  Estimated Accuracy
 FF1166;SPC AR N     -   133,430.      469,830.      MT  (+/- 180 meters Scaled)
 FF1166
 FF1166                          SUPERSEDED SURVEY CONTROL
 FF1166
 FF1166  NGVD 29 (??/??/??)   70.089  (m)          229.95   (f) ADJUSTED    2 0
 FF1166
 FF1166.Superseded values are not recommended for survey control.
 FF1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1166.See file dsdata.txt to determine how the superseded data were derived.
 FF1166
 FF1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV604336(NAD 83)
 FF1166_MARKER: DB = BENCH MARK DISK
 FF1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1166_STAMPING: V 74 1934
 FF1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1166+STABILITY: SURFACE MOTION
 FF1166
 FF1166  HISTORY     - Date     Condition        Report By
 FF1166  HISTORY     - 1934     MONUMENTED       CGS
 FF1166  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1166
 FF1166                          STATION DESCRIPTION
 FF1166
 FF1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1166'7 MI S FROM NEWPORT.
 FF1166'7.0 MILES SOUTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1166'PACIFIC RAILROAD FROM THE POST OFFICE AT NEWPORT, JACKSON
 FF1166'COUNTY, 1.2 MILES NORTH OF THE STATION AT AUVERGNE, NEAR THE
 FF1166'CENTER OF A CHAIN OF HOUSES STANDING ALONG THE EAST SIDE
 FF1166'OF THE RIGHT OF WAY, 375 FEET SOUTH OF A CATTLE GUARD, 352 FEET
 FF1166'SOUTH OF A FARM-ROAD CROSSING, 21 FEET WEST OF THE CENTERLINE
 FF1166'OF THE TRACK, 36 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 17,
 FF1166'AND 6 FEET EAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED
 FF1166'V 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1166
 FF1166                          STATION RECOVERY (1964)
 FF1166
 FF1166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0886 ***********************************************************************
 FF0886  DESIGNATION -  V 75
 FF0886  PID         -  FF0886
 FF0886  STATE/COUNTY-  AR/CRAIGHEAD
 FF0886  USGS QUAD   -  HERMAN (1980)
 FF0886
 FF0886                         *CURRENT SURVEY CONTROL
 FF0886  ___________________________________________________________________
 FF0886* NAD 83(1986)-  35 50 36.     (N)    090 51 07.     (W)     SCALED    
 FF0886* NAVD 88     -        78.730  (meters)     258.30   (feet)  ADJUSTED  
 FF0886  ___________________________________________________________________
 FF0886  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0886  DYNAMIC HT  -          78.663 (meters)     258.08  (feet)  COMP
 FF0886  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FF0886
 FF0886  VERT ORDER  -  SECOND    CLASS 0
 FF0886
 FF0886.The horizontal coordinates were scaled from a topographic map and have
 FF0886.an estimated accuracy of +/- 6 seconds.
 FF0886
 FF0886.The orthometric height was determined by differential leveling
 FF0886.and adjusted by the National Geodetic Survey in June 1991..
 FF0886
 FF0886.The geoid height was determined by GEOID03.
 FF0886
 FF0886.The dynamic height is computed by dividing the NAVD 88
 FF0886.geopotential number by the normal gravity value computed on the
 FF0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0886.degrees latitude (g = 980.6199 gals.).
 FF0886
 FF0886.The modeled gravity was interpolated from observed gravity values.
 FF0886
 FF0886;                    North         East    Units  Estimated Accuracy
 FF0886;SPC AR N     -   168,130.      503,710.      MT  (+/- 180 meters Scaled)
 FF0886
 FF0886                          SUPERSEDED SURVEY CONTROL
 FF0886
 FF0886  NGVD 29 (??/??/??)   78.649  (m)          258.03   (f) ADJUSTED    2 0
 FF0886
 FF0886.Superseded values are not recommended for survey control.
 FF0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0886.See file dsdata.txt to determine how the superseded data were derived.
 FF0886
 FF0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV939687(NAD 83)
 FF0886_MARKER: DB = BENCH MARK DISK
 FF0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0886_STAMPING: V-75
 FF0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0886+STABILITY: SURFACE MOTION
 FF0886
 FF0886  HISTORY     - Date     Condition        Report By
 FF0886  HISTORY     - 1934     MONUMENTED       CGS
 FF0886  HISTORY     - 1938     GOOD             CGS
 FF0886  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0886
 FF0886                          STATION DESCRIPTION
 FF0886
 FF0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0886'7.1 MI NE FROM CASH.
 FF0886'ALONG STATE HIGHWAY 18 AND 91 FROM CASH, 2.7 MILES EAST OF
 FF0886'JUNCTION OF STATE HIGHWAYS 18 AND 91, 0.1 MILE EAST OF A CONCRETE
 FF0886'HIGHWAY CULVERT, 48 FEET NORTH OF CENTER LINE OF STATE ROAD 18,
 FF0886'18 FEET NORTHWEST OF A LARGE WHITE OAK TREE, IN EDGE OF RICE
 FF0886'FIELD.
 FF0886
 FF0886                          STATION RECOVERY (2002)
 FF0886
 FF0886'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0689 ***********************************************************************
 FF0689  DESIGNATION -  V 76
 FF0689  PID         -  FF0689
 FF0689  STATE/COUNTY-  AR/CROSS
 FF0689  USGS QUAD   -  VANNDALE (1984)
 FF0689
 FF0689                         *CURRENT SURVEY CONTROL
 FF0689  ___________________________________________________________________
 FF0689* NAD 83(1986)-  35 20 36.     (N)    090 45 56.     (W)     SCALED    
 FF0689* NAVD 88     -        82.328  (meters)     270.10   (feet)  ADJUSTED  
 FF0689  ___________________________________________________________________
 FF0689  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FF0689  DYNAMIC HT  -          82.254 (meters)     269.86  (feet)  COMP
 FF0689  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FF0689
 FF0689  VERT ORDER  -  FIRST     CLASS II
 FF0689
 FF0689.The horizontal coordinates were scaled from a topographic map and have
 FF0689.an estimated accuracy of +/- 6 seconds.
 FF0689
 FF0689.The orthometric height was determined by differential leveling
 FF0689.and adjusted by the National Geodetic Survey in June 1991..
 FF0689.WARNING-Repeat measurements at this control monument indicate possible
 FF0689.vertical movement.
 FF0689
 FF0689.The geoid height was determined by GEOID03.
 FF0689
 FF0689.The dynamic height is computed by dividing the NAVD 88
 FF0689.geopotential number by the normal gravity value computed on the
 FF0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0689.degrees latitude (g = 980.6199 gals.).
 FF0689
 FF0689.The modeled gravity was interpolated from observed gravity values.
 FF0689
 FF0689;                    North         East    Units  Estimated Accuracy
 FF0689;SPC AR N     -   112,750.      512,210.      MT  (+/- 180 meters Scaled)
 FF0689
 FF0689                          SUPERSEDED SURVEY CONTROL
 FF0689
 FF0689  NGVD 29 (??/??/??)   82.286  (m)          269.97   (f) ADJUSTED    1 2
 FF0689
 FF0689.Superseded values are not recommended for survey control.
 FF0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0689.See file dsdata.txt to determine how the superseded data were derived.
 FF0689
 FF0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV030134(NAD 83)
 FF0689_MARKER: DB = BENCH MARK DISK
 FF0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0689_STAMPING: V 76 1934
 FF0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0689+STABILITY: SURFACE MOTION
 FF0689
 FF0689  HISTORY     - Date     Condition        Report By
 FF0689  HISTORY     - 1934     MONUMENTED       CGS
 FF0689  HISTORY     - 1956     GOOD             CGS
 FF0689  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0689
 FF0689                          STATION DESCRIPTION
 FF0689
 FF0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0689'2.1 MI N FROM VANNDALE.
 FF0689'ABOUT 2.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0689'THE ROAD CROSSING AT VANNDALE, WEST AND ACROSS TRACK FROM A
 FF0689'POINT BETWEEN THE FIRST AND SECOND TELEPHONE POLES SOUTH OF
 FF0689'MILE POLE 272, 43 FEET WEST OF WEST RAIL, 55 FEET SOUTHWEST OF
 FF0689'SOUTHWEST CORNER OF TRESTLE NO. 272.0, 31 FEET SOUTH OF A
 FF0689'TELEPHONE POLE (THE FIRST POLE SOUTH OF TRESTLE ON WEST SIDE
 FF0689'OF TRACK), 4 FEET EAST OF EAST BANK OF A DITCH, ABOUT 3 1/2
 FF0689'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0689'POST PROJECTING 4 INCHES.
 FF0689
 FF0689                          STATION RECOVERY (1981)
 FF0689
 FF0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1444 ***********************************************************************
 DK1444  DESIGNATION -  V 77
 DK1444  PID         -  DK1444
 DK1444  STATE/COUNTY-  AR/DREW
 DK1444  USGS QUAD   -  RELFS BLUFF (1973)
 DK1444
 DK1444                         *CURRENT SURVEY CONTROL
 DK1444  ___________________________________________________________________
 DK1444* NAD 83(1986)-  33 46 06.     (N)    091 49 38.     (W)     SCALED    
 DK1444* NAVD 88     -        84.013  (meters)     275.63   (feet)  ADJUSTED  
 DK1444  ___________________________________________________________________
 DK1444  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DK1444  DYNAMIC HT  -          83.928 (meters)     275.35  (feet)  COMP
 DK1444  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 DK1444
 DK1444  VERT ORDER  -  SECOND    CLASS 0
 DK1444
 DK1444.The horizontal coordinates were scaled from a topographic map and have
 DK1444.an estimated accuracy of +/- 6 seconds.
 DK1444
 DK1444.The orthometric height was determined by differential leveling
 DK1444.and adjusted by the National Geodetic Survey in June 1991..
 DK1444
 DK1444.The geoid height was determined by GEOID03.
 DK1444
 DK1444.The dynamic height is computed by dividing the NAVD 88
 DK1444.geopotential number by the normal gravity value computed on the
 DK1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1444.degrees latitude (g = 980.6199 gals.).
 DK1444
 DK1444.The modeled gravity was interpolated from observed gravity values.
 DK1444
 DK1444;                    North         East    Units  Estimated Accuracy
 DK1444;SPC AR S     -   522,200.      416,000.      MT  (+/- 180 meters Scaled)
 DK1444
 DK1444                          SUPERSEDED SURVEY CONTROL
 DK1444
 DK1444  NGVD 29 (??/??/??)   84.110  (m)          275.95   (f) ADJUSTED    2 0
 DK1444
 DK1444.Superseded values are not recommended for survey control.
 DK1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1444.See file dsdata.txt to determine how the superseded data were derived.
 DK1444
 DK1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT086370(NAD 83)
 DK1444_MARKER: DB = BENCH MARK DISK
 DK1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1444_STAMPING: V-77 1935
 DK1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1444+STABILITY: SURFACE MOTION
 DK1444
 DK1444  HISTORY     - Date     Condition        Report By
 DK1444  HISTORY     - 1935     MONUMENTED       CGS
 DK1444
 DK1444                          STATION DESCRIPTION
 DK1444
 DK1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1444'11.2 MI N FROM MONTICELLO.
 DK1444'11.2 MILES NORTH OF, ALONG ST.HWY.13, FROM COURTHOUSE.  ABOUT 1.8 MILE
 DK1444'SOUTH OF THE LINCOLN-DREW COUNTY LINE.  80 FEET NORTH OF A GATE TO THE
 DK1444'HOME OF MR. WILLIAM YOUNT.  62 FEET NORTHWEST OF THE NORTHWEST CORNER
 DK1444'OF THE YOUNT.  48 FEET EAST OF CENTER OF HIGHWAY 13. 5 FEET WEST OF A
 DK1444'WHITE OAK 10 INCHES AT ITS BASE.  4 FEET NORTH OF NORTHWEST CORNER OF
 DK1444'YOUNTS PROPERTY FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0778 ***********************************************************************
 EJ0778  DESIGNATION -  V 78
 EJ0778  PID         -  EJ0778
 EJ0778  STATE/COUNTY-  AR/SALINE
 EJ0778  USGS QUAD   -  HASKELL (1984)
 EJ0778
 EJ0778                         *CURRENT SURVEY CONTROL
 EJ0778  ___________________________________________________________________
 EJ0778* NAD 83(1986)-  34 32 09.     (N)    092 43 56.     (W)     SCALED    
 EJ0778* NAVD 88     -       104.102  (meters)     341.54   (feet)  ADJUSTED  
 EJ0778  ___________________________________________________________________
 EJ0778  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EJ0778  DYNAMIC HT  -         104.003 (meters)     341.22  (feet)  COMP
 EJ0778  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 EJ0778
 EJ0778  VERT ORDER  -  SECOND    CLASS 0
 EJ0778
 EJ0778.The horizontal coordinates were scaled from a topographic map and have
 EJ0778.an estimated accuracy of +/- 6 seconds.
 EJ0778
 EJ0778.The orthometric height was determined by differential leveling
 EJ0778.and adjusted by the National Geodetic Survey in June 1991..
 EJ0778
 EJ0778.The geoid height was determined by GEOID03.
 EJ0778
 EJ0778.The dynamic height is computed by dividing the NAVD 88
 EJ0778.geopotential number by the normal gravity value computed on the
 EJ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0778.degrees latitude (g = 980.6199 gals.).
 EJ0778
 EJ0778.The modeled gravity was interpolated from observed gravity values.
 EJ0778
 EJ0778;                    North         East    Units  Estimated Accuracy
 EJ0778;SPC AR S     -   607,560.      332,790.      MT  (+/- 180 meters Scaled)
 EJ0778
 EJ0778                          SUPERSEDED SURVEY CONTROL
 EJ0778
 EJ0778  NGVD 29 (??/??/92)  104.121  (m)          341.60   (f) ADJ UNCH    2 0
 EJ0778
 EJ0778.Superseded values are not recommended for survey control.
 EJ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0778.See file dsdata.txt to determine how the superseded data were derived.
 EJ0778
 EJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU245216(NAD 83)
 EJ0778_MARKER: DB = BENCH MARK DISK
 EJ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0778_STAMPING: V-78 1935
 EJ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0778+STABILITY: SURFACE MOTION
 EJ0778
 EJ0778  HISTORY     - Date     Condition        Report By
 EJ0778  HISTORY     - 1935     MONUMENTED       CGS
 EJ0778  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0778  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0778
 EJ0778                          STATION DESCRIPTION
 EJ0778
 EJ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0778'4.7 MI E FROM LONSDALE.
 EJ0778'4.7 MILES EAST OF, ALONG MISSOURI PACIFIC R.R.FROM STATION.  POST SET
 EJ0778'AT SLOCOMB SIDING.  ABOUT 225 FT. NORTHEAST OF M.P.378.  78.4 FT. WEST
 EJ0778'OF WEST END OF IRON GATE.  47.6 FT. NORTH OF CENTERLINE OF MISSOURI
 EJ0778'PACIFIC R.R.MAIN TRACK.  23 FT. NORTH OF SLOCOMB SIDING MARKER. 1.5
 EJ0778'FT. SOUTH OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST
 EJ0778'CONCRETE POST.
 EJ0778
 EJ0778                          STATION RECOVERY (1974)
 EJ0778
 EJ0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0778'MARK NOT FOUND.
 EJ0778
 EJ0778                          STATION RECOVERY (1998)
 EJ0778
 EJ0778'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0767 ***********************************************************************
 EJ0767  DESIGNATION -  V 79
 EJ0767  PID         -  EJ0767
 EJ0767  STATE/COUNTY-  AR/SALINE
 EJ0767  USGS QUAD   -  BENTON (1984)
 EJ0767
 EJ0767                         *CURRENT SURVEY CONTROL
 EJ0767  ___________________________________________________________________
 EJ0767* NAD 83(1986)-  34 32 30.     (N)    092 32 29.     (W)     SCALED    
 EJ0767* NAVD 88     -        99.531  (meters)     326.54   (feet)  ADJUSTED  
 EJ0767  ___________________________________________________________________
 EJ0767  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EJ0767  DYNAMIC HT  -          99.438 (meters)     326.24  (feet)  COMP
 EJ0767  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 EJ0767
 EJ0767  VERT ORDER  -  SECOND    CLASS 0
 EJ0767
 EJ0767.The horizontal coordinates were scaled from a topographic map and have
 EJ0767.an estimated accuracy of +/- 6 seconds.
 EJ0767
 EJ0767.The orthometric height was determined by differential leveling
 EJ0767.and adjusted by the National Geodetic Survey in June 1991..
 EJ0767
 EJ0767.The geoid height was determined by GEOID03.
 EJ0767
 EJ0767.The dynamic height is computed by dividing the NAVD 88
 EJ0767.geopotential number by the normal gravity value computed on the
 EJ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0767.degrees latitude (g = 980.6199 gals.).
 EJ0767
 EJ0767.The modeled gravity was interpolated from observed gravity values.
 EJ0767
 EJ0767;                    North         East    Units  Estimated Accuracy
 EJ0767;SPC AR S     -   608,100.      350,310.      MT  (+/- 180 meters Scaled)
 EJ0767
 EJ0767                          SUPERSEDED SURVEY CONTROL
 EJ0767
 EJ0767  NGVD 29 (??/??/92)   99.563  (m)          326.65   (f) ADJ UNCH    2 0
 EJ0767
 EJ0767.Superseded values are not recommended for survey control.
 EJ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0767.See file dsdata.txt to determine how the superseded data were derived.
 EJ0767
 EJ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU420223(NAD 83)
 EJ0767_MARKER: DB = BENCH MARK DISK
 EJ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0767_STAMPING: V-79 1935
 EJ0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0767+STABILITY: SURFACE MOTION
 EJ0767
 EJ0767  HISTORY     - Date     Condition        Report By
 EJ0767  HISTORY     - 1935     MONUMENTED       CGS
 EJ0767  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0767  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0767
 EJ0767                          STATION DESCRIPTION
 EJ0767
 EJ0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0767'3.1 MI SE FROM BENTON.
 EJ0767'ABOUT 300 FEET SOUTH OF SMALL LOG HOUSE.  63.2 FT. SOUTHWEST OF
 EJ0767'CENTERLINE OF COUNTY ROAD AT RAILROAD CROSSING.  47.8 FT. SOUTH OF
 EJ0767'CENTERLINE OF MISSOURI PACIFIC R.R.  41.8 FT. WEST OF CENTERLINE OF
 EJ0767'COUNTY ROAD.  2.8 FT. NORTHWEST OF SOUTHEAST CORNER OF FENCE.  2.4 FT.
 EJ0767'NORTH OF FENCE PARALLELING RAILROAD.  2.3 FT. WEST OF NORTH-SOUTH
 EJ0767'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0767
 EJ0767                          STATION RECOVERY (1990)
 EJ0767
 EJ0767'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EJ0767'MARK NOT FOUND.
 EJ0767
 EJ0767                          STATION RECOVERY (1998)
 EJ0767
 EJ0767'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1201 ***********************************************************************
 FF1201  DESIGNATION -  V 8
 FF1201  PID         -  FF1201
 FF1201  STATE/COUNTY-  AR/WHITE
 FF1201  USGS QUAD   -  BRADFORD (1980)
 FF1201
 FF1201                         *CURRENT SURVEY CONTROL
 FF1201  ___________________________________________________________________
 FF1201* NAD 83(1986)-  35 23 18.     (N)    091 28 47.     (W)     SCALED    
 FF1201* NAVD 88     -        69.984  (meters)     229.61   (feet)  ADJUSTED  
 FF1201  ___________________________________________________________________
 FF1201  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1201  DYNAMIC HT  -          69.922 (meters)     229.40  (feet)  COMP
 FF1201  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FF1201
 FF1201  VERT ORDER  -  FIRST     CLASS II
 FF1201
 FF1201.The horizontal coordinates were scaled from a topographic map and have
 FF1201.an estimated accuracy of +/- 6 seconds.
 FF1201
 FF1201.The orthometric height was determined by differential leveling
 FF1201.and adjusted by the National Geodetic Survey in June 1991..
 FF1201
 FF1201.The geoid height was determined by GEOID03.
 FF1201
 FF1201.The dynamic height is computed by dividing the NAVD 88
 FF1201.geopotential number by the normal gravity value computed on the
 FF1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1201.degrees latitude (g = 980.6199 gals.).
 FF1201
 FF1201.The modeled gravity was interpolated from observed gravity values.
 FF1201
 FF1201;                    North         East    Units  Estimated Accuracy
 FF1201;SPC AR N     -   117,170.      447,270.      MT  (+/- 180 meters Scaled)
 FF1201
 FF1201                          SUPERSEDED SURVEY CONTROL
 FF1201
 FF1201  NGVD 29 (??/??/??)   69.932  (m)          229.44   (f) ADJUSTED    1 2
 FF1201
 FF1201.Superseded values are not recommended for survey control.
 FF1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1201.See file dsdata.txt to determine how the superseded data were derived.
 FF1201
 FF1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV380171(NAD 83)
 FF1201_MARKER: DB = BENCH MARK DISK
 FF1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1201_STAMPING: 229.435 V 8 1931
 FF1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1201+STABILITY: SURFACE MOTION
 FF1201
 FF1201  HISTORY     - Date     Condition        Report By
 FF1201  HISTORY     - 1931     MONUMENTED       CGS
 FF1201  HISTORY     - 1934     GOOD             CGS
 FF1201  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1201
 FF1201                          STATION DESCRIPTION
 FF1201
 FF1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1201'2.4 MI NE FROM RUSSELL.
 FF1201'ABOUT 2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF1201'RUSSELL, WHITE COUNTY, ABOUT 285 FEET NORTHEAST OF MILEPOST
 FF1201'281, 66 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, EAST OF
 FF1201'POLE 280+38, AND 2 FEET FROM THE RIGHT-OF-WAY FENCE.  A STANDARD
 FF1201'DISK, STAMPED 229.435 V 8 1931 AND SET IN THE TOP OF A CONCRETE
 FF1201'POST.
 FF1201
 FF1201                          STATION RECOVERY (1934)
 FF1201
 FF1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1201'RECOVERED IN GOOD CONDITION.
 FF1201
 FF1201                          STATION RECOVERY (2003)
 FF1201
 FF1201'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0707 ***********************************************************************
 EJ0707  DESIGNATION -  V 80
 EJ0707  PID         -  EJ0707
 EJ0707  STATE/COUNTY-  AR/SALINE
 EJ0707  USGS QUAD   -  TRASKWOOD (1984)
 EJ0707
 EJ0707                         *CURRENT SURVEY CONTROL
 EJ0707  ___________________________________________________________________
 EJ0707* NAD 83(1986)-  34 26 45.     (N)    092 38 04.     (W)     SCALED    
 EJ0707* NAVD 88     -        80.216  (meters)     263.18   (feet)  ADJUSTED  
 EJ0707  ___________________________________________________________________
 EJ0707  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EJ0707  DYNAMIC HT  -          80.140 (meters)     262.93  (feet)  COMP
 EJ0707  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 EJ0707
 EJ0707  VERT ORDER  -  SECOND    CLASS 0
 EJ0707
 EJ0707.The horizontal coordinates were scaled from a topographic map and have
 EJ0707.an estimated accuracy of +/- 6 seconds.
 EJ0707
 EJ0707.The orthometric height was determined by differential leveling
 EJ0707.and adjusted by the National Geodetic Survey in June 1991..
 EJ0707
 EJ0707.The geoid height was determined by GEOID03.
 EJ0707
 EJ0707.The dynamic height is computed by dividing the NAVD 88
 EJ0707.geopotential number by the normal gravity value computed on the
 EJ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0707.degrees latitude (g = 980.6199 gals.).
 EJ0707
 EJ0707.The modeled gravity was interpolated from observed gravity values.
 EJ0707
 EJ0707;                    North         East    Units  Estimated Accuracy
 EJ0707;SPC AR S     -   597,520.      341,700.      MT  (+/- 180 meters Scaled)
 EJ0707
 EJ0707                          SUPERSEDED SURVEY CONTROL
 EJ0707
 EJ0707  NGVD 29 (??/??/92)   80.23   (m)          263.2    (f) COMPUTED    2 0
 EJ0707
 EJ0707.Superseded values are not recommended for survey control.
 EJ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0707.See file dsdata.txt to determine how the superseded data were derived.
 EJ0707
 EJ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU335116(NAD 83)
 EJ0707_MARKER: DB = BENCH MARK DISK
 EJ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0707_STAMPING: V-80 1935
 EJ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0707+STABILITY: SURFACE MOTION
 EJ0707
 EJ0707  HISTORY     - Date     Condition        Report By
 EJ0707  HISTORY     - 1935     MONUMENTED       CGS
 EJ0707
 EJ0707                          STATION DESCRIPTION
 EJ0707
 EJ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0707'3.9 MI S FROM HASKELL.
 EJ0707'3.9 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 200
 EJ0707'FEET NORTHWEST OF NORTHWEST CORNER OF JOHN KOTVALS FARM HOUSE ON J.W.
 EJ0707'COVINGTONS FARM.  ABOUT 110 FEET NORTHEAST OF TELEPHONE POLE 3+25.
 EJ0707'51.2 FEET SOUTHEAST OF CENTERLINE OF RAILROAD CROSSING.  45.4 FEET
 EJ0707'EAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  22.4 FEET
 EJ0707'SOUTH OF CENTERLINE OF COUNTY ROAD.  4.1 FEET SOUTHWEST OF NORTHEAST
 EJ0707'CORNER OF FENCE.  3 FEET EAST OF FENCE PARALLELING RAILROAD. TABLET
 EJ0707'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1407 ***********************************************************************
 DK1407  DESIGNATION -  V 82
 DK1407  PID         -  DK1407
 DK1407  STATE/COUNTY-  AR/DESHA
 DK1407  USGS QUAD   -  GOULD (1964)
 DK1407
 DK1407                         *CURRENT SURVEY CONTROL
 DK1407  ___________________________________________________________________
 DK1407* NAD 83(1986)-  33 57 45.     (N)    091 32 37.     (W)     SCALED    
 DK1407* NAVD 88     -        48.815  (meters)     160.15   (feet)  POSTED    
 DK1407  ___________________________________________________________________
 DK1407  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK1407  DYNAMIC HT  -          48.770 (meters)     160.01  (feet)  COMP
 DK1407  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 DK1407
 DK1407  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DK1407
 DK1407.The horizontal coordinates were scaled from a topographic map and have
 DK1407.an estimated accuracy of +/- 6 seconds.
 DK1407
 DK1407.The orthometric height was determined by differential leveling
 DK1407.and adjusted by the National Geodetic Survey in 1992..
 DK1407.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DK1407.rate of 1.1 thru 2.0 mm/km.
 DK1407
 DK1407.The geoid height was determined by GEOID03.
 DK1407
 DK1407.The dynamic height is computed by dividing the NAVD 88
 DK1407.geopotential number by the normal gravity value computed on the
 DK1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1407.degrees latitude (g = 980.6199 gals.).
 DK1407
 DK1407.The modeled gravity was interpolated from observed gravity values.
 DK1407
 DK1407;                    North         East    Units  Estimated Accuracy
 DK1407;SPC AR S     -   543,820.      442,180.      MT  (+/- 180 meters Scaled)
 DK1407
 DK1407                          SUPERSEDED SURVEY CONTROL
 DK1407
 DK1407  NGVD 29 (??/??/??)   48.896  (m)          160.42   (f) ADJUSTED    2 0
 DK1407
 DK1407.Superseded values are not recommended for survey control.
 DK1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1407.See file dsdata.txt to determine how the superseded data were derived.
 DK1407
 DK1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT345589(NAD 83)
 DK1407_MARKER: DB = BENCH MARK DISK
 DK1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1407_STAMPING: V 82 1935
 DK1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1407+STABILITY: SURFACE MOTION
 DK1407
 DK1407  HISTORY     - Date     Condition        Report By
 DK1407  HISTORY     - 1935     MONUMENTED       CGS
 DK1407  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK1407  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK1407
 DK1407                          STATION DESCRIPTION
 DK1407
 DK1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK1407'1.7 MI SE FROM GOULD.
 DK1407'IN DESHA COUNTY, 1.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC
 DK1407'RAILROAD FROM THE STATION AT GOULD, LINCOLN COUNTY, 70 FEET NORTHEAST
 DK1407'OF MILEPOST 422, 40 YARDS SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 DK1407'65, AND 20.6 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED V 82
 DK1407'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK1407
 DK1407                          STATION RECOVERY (1984)
 DK1407
 DK1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK1407'SEARCHED FOR AND NOT RECOVERED THIS DATE.  NOTE, NOT RECOVERED IN
 DK1407'1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0070 ***********************************************************************
 DL0070  DESIGNATION -  V 83
 DL0070  PID         -  DL0070
 DL0070  STATE/COUNTY-  AR/BRADLEY
 DL0070  USGS QUAD   -  FARMVILLE (1985)
 DL0070
 DL0070                         *CURRENT SURVEY CONTROL
 DL0070  ___________________________________________________________________
 DL0070* NAD 83(1986)-  33 37 21.     (N)    092 07 34.     (W)     SCALED    
 DL0070* NAVD 88     -        82.363  (meters)     270.22   (feet)  ADJUSTED  
 DL0070  ___________________________________________________________________
 DL0070  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DL0070  DYNAMIC HT  -          82.279 (meters)     269.94  (feet)  COMP
 DL0070  MODELED GRAV-     979,607.5   (mgal)                       NAVD 88
 DL0070
 DL0070  VERT ORDER  -  SECOND    CLASS 0
 DL0070
 DL0070.The horizontal coordinates were scaled from a topographic map and have
 DL0070.an estimated accuracy of +/- 6 seconds.
 DL0070
 DL0070.The orthometric height was determined by differential leveling
 DL0070.and adjusted by the National Geodetic Survey in June 1991..
 DL0070
 DL0070.The geoid height was determined by GEOID03.
 DL0070
 DL0070.The dynamic height is computed by dividing the NAVD 88
 DL0070.geopotential number by the normal gravity value computed on the
 DL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0070.degrees latitude (g = 980.6199 gals.).
 DL0070
 DL0070.The modeled gravity was interpolated from observed gravity values.
 DL0070
 DL0070;                    North         East    Units  Estimated Accuracy
 DL0070;SPC AR S     -   506,020.      388,300.      MT  (+/- 180 meters Scaled)
 DL0070
 DL0070                          SUPERSEDED SURVEY CONTROL
 DL0070
 DL0070  NGVD 29 (??/??/92)   82.45   (m)          270.5    (f) COMPUTED    2 0
 DL0070
 DL0070.Superseded values are not recommended for survey control.
 DL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0070.See file dsdata.txt to determine how the superseded data were derived.
 DL0070
 DL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT810206(NAD 83)
 DL0070_MARKER: DB = BENCH MARK DISK
 DL0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0070_STAMPING: V 83 1935
 DL0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0070+STABILITY: SURFACE MOTION
 DL0070
 DL0070  HISTORY     - Date     Condition        Report By
 DL0070  HISTORY     - 1935     MONUMENTED       CGS
 DL0070
 DL0070                          STATION DESCRIPTION
 DL0070
 DL0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0070'3.5 MI W FROM WARREN.
 DL0070'3.5 MILES WEST ALONG THE WARREN AND OUACHITA VALLEY RAILWAY FROM THE
 DL0070'STATION AT WARREN, BRADLEY COUNTY, 0.3 MILE EAST OF CAREY JUNCTION,
 DL0070'0.2 MILE WEST OF THE CENTER OF A DIRT-ROAD CROSSING, 29.3 FEET SOUTH
 DL0070'OF THE CENTERLINE OF THE TRACK, AND 3.5 FEET EAST OF POLE 2246.  A
 DL0070'STANDARD DISK, STAMPED V 83 1935 AND SET IN THE TOP OF A CONCRETE
 DL0070'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0384 ***********************************************************************
 EJ0384  DESIGNATION -  V 84
 EJ0384  PID         -  EJ0384
 EJ0384  STATE/COUNTY-  AR/SALINE
 EJ0384  USGS QUAD   -  SPRING LAKE (1987)
 EJ0384
 EJ0384                         *CURRENT SURVEY CONTROL
 EJ0384  ___________________________________________________________________
 EJ0384* NAD 83(1986)-  34 32 54.     (N)    092 19 06.     (W)     SCALED    
 EJ0384* NAVD 88     -        96.418  (meters)     316.33   (feet)  ADJUSTED  
 EJ0384  ___________________________________________________________________
 EJ0384  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EJ0384  DYNAMIC HT  -          96.326 (meters)     316.03  (feet)  COMP
 EJ0384  MODELED GRAV-     979,682.0   (mgal)                       NAVD 88
 EJ0384
 EJ0384  VERT ORDER  -  SECOND    CLASS 0
 EJ0384
 EJ0384.The horizontal coordinates were scaled from a topographic map and have
 EJ0384.an estimated accuracy of +/- 6 seconds.
 EJ0384
 EJ0384.The orthometric height was determined by differential leveling
 EJ0384.and adjusted by the National Geodetic Survey in June 1991..
 EJ0384
 EJ0384.The geoid height was determined by GEOID03.
 EJ0384
 EJ0384.The dynamic height is computed by dividing the NAVD 88
 EJ0384.geopotential number by the normal gravity value computed on the
 EJ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0384.degrees latitude (g = 980.6199 gals.).
 EJ0384
 EJ0384.The modeled gravity was interpolated from observed gravity values.
 EJ0384
 EJ0384;                    North         East    Units  Estimated Accuracy
 EJ0384;SPC AR S     -   608,750.      370,780.      MT  (+/- 180 meters Scaled)
 EJ0384
 EJ0384                          SUPERSEDED SURVEY CONTROL
 EJ0384
 EJ0384  NGVD 29 (??/??/92)   96.463  (m)          316.48   (f) ADJ UNCH    2 0
 EJ0384
 EJ0384.Superseded values are not recommended for survey control.
 EJ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0384.See file dsdata.txt to determine how the superseded data were derived.
 EJ0384
 EJ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU625231(NAD 83)
 EJ0384_MARKER: DB = BENCH MARK DISK
 EJ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0384_STAMPING: V 84 1935
 EJ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0384+STABILITY: SURFACE MOTION
 EJ0384
 EJ0384  HISTORY     - Date     Condition        Report By
 EJ0384  HISTORY     - 1935     MONUMENTED       CGS
 EJ0384  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0384
 EJ0384                          STATION DESCRIPTION
 EJ0384
 EJ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0384'15.9 MI S FROM LITTLE ROCK.
 EJ0384'IN SALINE COUNTY, 15.9 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE
 EJ0384'BIDDLE SHOPS OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT
 EJ0384'LITTLE ROCK, PULASKI COUNTY, 2.2 MILES EAST ALONG THE WOODSON ROAD,
 EJ0384'7.3 MILES WEST OF THE MISSOURI PACIFIC RAILROAD STATION SIGN AT
 EJ0384'WOODSON, PULASKI COUNTY, 0.6 MILE NORTH OF THE SPRING LAKE COUNTRY
 EJ0384'CLUB, 90 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT UNDER
 EJ0384'THE ROAD, AT A ROAD INTERSECTION, 70 FEET SOUTH OF THE CENTERLINE OF
 EJ0384'THE EAST-AND-WEST GRAVEL ROAD, 30 FEET EAST OF THE CENTERLINE OF THE
 EJ0384'NORTH-AND-SOUTH GRAVEL ROAD, AND 10.8 FEET EAST OF A POWER POLE.  A
 EJ0384'STANDARD DISK, STAMPED V 84 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0384'POST.
 EJ0384
 EJ0384                          STATION RECOVERY (1984)
 EJ0384
 EJ0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RPS)
 EJ0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0929 ***********************************************************************
 FG0929  DESIGNATION -  V 85
 FG0929  PID         -  FG0929
 FG0929  STATE/COUNTY-  AR/POPE
 FG0929  USGS QUAD   -  TREAT (1980)
 FG0929
 FG0929                         *CURRENT SURVEY CONTROL
 FG0929  ___________________________________________________________________
 FG0929* NAD 83(1986)-  35 34 00.     (N)    093 12 07.     (W)     SCALED    
 FG0929* NAVD 88     -       488.996  (meters)    1604.31   (feet)  ADJUSTED  
 FG0929  ___________________________________________________________________
 FG0929  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FG0929  DYNAMIC HT  -         488.517 (meters)    1602.74  (feet)  COMP
 FG0929  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FG0929
 FG0929  VERT ORDER  -  SECOND    CLASS 0
 FG0929
 FG0929.The horizontal coordinates were scaled from a topographic map and have
 FG0929.an estimated accuracy of +/- 6 seconds.
 FG0929
 FG0929.The orthometric height was determined by differential leveling
 FG0929.and adjusted by the National Geodetic Survey in June 1991..
 FG0929
 FG0929.The geoid height was determined by GEOID03.
 FG0929
 FG0929.The dynamic height is computed by dividing the NAVD 88
 FG0929.geopotential number by the normal gravity value computed on the
 FG0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0929.degrees latitude (g = 980.6199 gals.).
 FG0929
 FG0929.The modeled gravity was interpolated from observed gravity values.
 FG0929
 FG0929;                    North         East    Units  Estimated Accuracy
 FG0929;SPC AR N     -   137,490.      291,050.      MT  (+/- 180 meters Scaled)
 FG0929
 FG0929                          SUPERSEDED SURVEY CONTROL
 FG0929
 FG0929  NGVD 29 (??/??/92)  488.937  (m)         1604.12   (f) ADJ UNCH    2 0
 FG0929
 FG0929.Superseded values are not recommended for survey control.
 FG0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0929.See file dsdata.txt to determine how the superseded data were derived.
 FG0929
 FG0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV817359(NAD 83)
 FG0929_MARKER: DB = BENCH MARK DISK
 FG0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0929_STAMPING: V-85 1935
 FG0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0929+STABILITY: SURFACE MOTION
 FG0929
 FG0929  HISTORY     - Date     Condition        Report By
 FG0929  HISTORY     - 1935     MONUMENTED       CGS
 FG0929
 FG0929                          STATION DESCRIPTION
 FG0929
 FG0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0929'5.5 MI N FROM HOWARD SCHOOL.
 FG0929'5.5 MILES NORTH OF, FROM HOWARD SCHOOL, ALONG PILOT MT. ROAD.  OUTSIDE
 FG0929'OF CURVE.  ABOUT .3 MILE NORTH OF ABRUPT TURN IN ROAD.  ABOUT 250 FEET
 FG0929'SOUTH OF CURVE IN ROAD TO WEST, AT OLD CAMP GROUND.  27 FEET WEST OF
 FG0929'CENTERLINE OF PILOT MT. ROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1375 ***********************************************************************
 FF1375  DESIGNATION -  V 86
 FF1375  PID         -  FF1375
 FF1375  STATE/COUNTY-  AR/WHITE
 FF1375  USGS QUAD   -  KENSETT (1994)
 FF1375
 FF1375                         *CURRENT SURVEY CONTROL
 FF1375  ___________________________________________________________________
 FF1375* NAD 83(1986)-  35 11 00.     (N)    091 42 01.     (W)     SCALED    
 FF1375* NAVD 88     -        65.644  (meters)     215.37   (feet)  ADJUSTED  
 FF1375  ___________________________________________________________________
 FF1375  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1375  DYNAMIC HT  -          65.584 (meters)     215.17  (feet)  COMP
 FF1375  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 FF1375
 FF1375  VERT ORDER  -  FIRST     CLASS II
 FF1375
 FF1375.The horizontal coordinates were scaled from a topographic map and have
 FF1375.an estimated accuracy of +/- 6 seconds.
 FF1375
 FF1375.The orthometric height was determined by differential leveling
 FF1375.and adjusted by the National Geodetic Survey in June 1991..
 FF1375
 FF1375.The geoid height was determined by GEOID03.
 FF1375
 FF1375.The dynamic height is computed by dividing the NAVD 88
 FF1375.geopotential number by the normal gravity value computed on the
 FF1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1375.degrees latitude (g = 980.6199 gals.).
 FF1375
 FF1375.The modeled gravity was interpolated from observed gravity values.
 FF1375
 FF1375;                    North         East    Units  Estimated Accuracy
 FF1375;SPC AR N     -    94,340.      427,300.      MT  (+/- 180 meters Scaled)
 FF1375
 FF1375                          SUPERSEDED SURVEY CONTROL
 FF1375
 FF1375  NGVD 29 (??/??/??)   65.610  (m)          215.26   (f) ADJUSTED    1 2
 FF1375
 FF1375.Superseded values are not recommended for survey control.
 FF1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1375.See file dsdata.txt to determine how the superseded data were derived.
 FF1375
 FF1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU183941(NAD 83)
 FF1375_MARKER: DB = BENCH MARK DISK
 FF1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1375_STAMPING: V 86 1935
 FF1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1375+STABILITY: SURFACE MOTION
 FF1375
 FF1375  HISTORY     - Date     Condition        Report By
 FF1375  HISTORY     - 1935     MONUMENTED       CGS
 FF1375  HISTORY     - 1955     GOOD             CGS
 FF1375  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1375
 FF1375                          STATION DESCRIPTION
 FF1375
 FF1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1375'1.2 MI SE FROM HIGGINSON.
 FF1375'1.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1375'RAILROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT HIGGINSON,
 FF1375'AT A DIRT ROAD CROSSING, 71 FEET SOUTHEAST OF THE CENTER LINE OF
 FF1375'A DIRT ROAD, 25.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21.7
 FF1375'FEET NORTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET
 FF1375'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FF1375'GROUND.
 FF1375
 FF1375                          STATION RECOVERY (2003)
 FF1375
 FF1375'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0243 ***********************************************************************
 EK0243  DESIGNATION -  V 87
 EK0243  PID         -  EK0243
 EK0243  STATE/COUNTY-  AR/SEVIER
 EK0243  USGS QUAD   -  GILLHAM DAM (1964)
 EK0243
 EK0243                         *CURRENT SURVEY CONTROL
 EK0243  ___________________________________________________________________
 EK0243* NAD 83(1986)-  34 08 42.     (N)    094 10 56.     (W)     SCALED    
 EK0243* NAVD 88     -       196.966  (meters)     646.21   (feet)  ADJUSTED  
 EK0243  ___________________________________________________________________
 EK0243  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EK0243  DYNAMIC HT  -         196.764 (meters)     645.55  (feet)  COMP
 EK0243  MODELED GRAV-     979,607.8   (mgal)                       NAVD 88
 EK0243
 EK0243  VERT ORDER  -  SECOND    CLASS 0
 EK0243
 EK0243.The horizontal coordinates were scaled from a topographic map and have
 EK0243.an estimated accuracy of +/- 6 seconds.
 EK0243
 EK0243.The orthometric height was determined by differential leveling
 EK0243.and adjusted by the National Geodetic Survey in June 1991..
 EK0243
 EK0243.The geoid height was determined by GEOID03.
 EK0243
 EK0243.The dynamic height is computed by dividing the NAVD 88
 EK0243.geopotential number by the normal gravity value computed on the
 EK0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0243.degrees latitude (g = 980.6199 gals.).
 EK0243
 EK0243.The modeled gravity was interpolated from observed gravity values.
 EK0243
 EK0243;                    North         East    Units  Estimated Accuracy
 EK0243;SPC AR S     -   566,110.      198,770.      MT  (+/- 180 meters Scaled)
 EK0243
 EK0243                          SUPERSEDED SURVEY CONTROL
 EK0243
 EK0243  NGVD 29 (??/??/92)  196.945  (m)          646.14   (f) ADJ UNCH    2 0
 EK0243
 EK0243.Superseded values are not recommended for survey control.
 EK0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0243.See file dsdata.txt to determine how the superseded data were derived.
 EK0243
 EK0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT910788(NAD 83)
 EK0243_MARKER: DB = BENCH MARK DISK
 EK0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0243_STAMPING: V-87 1935
 EK0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0243+STABILITY: SURFACE MOTION
 EK0243
 EK0243  HISTORY     - Date     Condition        Report By
 EK0243  HISTORY     - 1935     MONUMENTED       CGS
 EK0243  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0243
 EK0243                          STATION DESCRIPTION
 EK0243
 EK0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0243'8.9 MI SE FROM GILLHAM.
 EK0243'8.9 MILES SOUTHEAST OF, ALONG GILLHAM ROAD, FROM KANS. CITY SO.
 EK0243'RY. STATION, ABOUT .9 MILE WEST OF JUNCTION OF GILLHAM ROAD AND
 EK0243'LEEPER ROAD, 420 FEET EAST OF JUNCTION OF ROADS, 355 FEET EAST OF
 EK0243'I.F. RUTHS MAILBOX, 120 FEET EAST OF EAST END OF CURVE, 20 FEET
 EK0243'NORTH OF ROAD CENTERLINE, 5.5 FEET SOUTHWEST OF BLAZED OAK TREE
 EK0243'.9 FT. IN DIAMETER.  TABLET SET IN TOP OF A PRECAST CONCRETE POST.
 EK0243
 EK0243                          STATION RECOVERY (1962)
 EK0243
 EK0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1417 ***********************************************************************
 EJ1417  DESIGNATION -  V 88
 EJ1417  PID         -  EJ1417
 EJ1417  STATE/COUNTY-  AR/PIKE
 EJ1417  USGS QUAD   -  LANGLEY (1980)
 EJ1417
 EJ1417                         *CURRENT SURVEY CONTROL
 EJ1417  ___________________________________________________________________
 EJ1417* NAD 83(1986)-  34 18 46.     (N)    093 45 40.     (W)     SCALED    
 EJ1417* NAVD 88     -       259.121  (meters)     850.13   (feet)  ADJUSTED  
 EJ1417  ___________________________________________________________________
 EJ1417  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EJ1417  DYNAMIC HT  -         258.854 (meters)     849.26  (feet)  COMP
 EJ1417  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 EJ1417
 EJ1417  VERT ORDER  -  SECOND    CLASS 0
 EJ1417
 EJ1417.The horizontal coordinates were scaled from a topographic map and have
 EJ1417.an estimated accuracy of +/- 6 seconds.
 EJ1417
 EJ1417.The orthometric height was determined by differential leveling
 EJ1417.and adjusted by the National Geodetic Survey in June 1991..
 EJ1417
 EJ1417.The geoid height was determined by GEOID03.
 EJ1417
 EJ1417.The dynamic height is computed by dividing the NAVD 88
 EJ1417.geopotential number by the normal gravity value computed on the
 EJ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1417.degrees latitude (g = 980.6199 gals.).
 EJ1417
 EJ1417.The modeled gravity was interpolated from observed gravity values.
 EJ1417
 EJ1417;                    North         East    Units  Estimated Accuracy
 EJ1417;SPC AR S     -   583,970.      237,920.      MT  (+/- 180 meters Scaled)
 EJ1417
 EJ1417                          SUPERSEDED SURVEY CONTROL
 EJ1417
 EJ1417  NGVD 29 (??/??/92)  259.082  (m)          850.00   (f) ADJ UNCH    2 0
 EJ1417
 EJ1417.Superseded values are not recommended for survey control.
 EJ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1417.See file dsdata.txt to determine how the superseded data were derived.
 EJ1417
 EJ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT299970(NAD 83)
 EJ1417_MARKER: DB = BENCH MARK DISK
 EJ1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1417_STAMPING: V 88 1935
 EJ1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1417+STABILITY: SURFACE MOTION
 EJ1417
 EJ1417  HISTORY     - Date     Condition        Report By
 EJ1417  HISTORY     - 1935     MONUMENTED       CGS
 EJ1417  HISTORY     - 1966     MARK NOT FOUND   NGS
 EJ1417  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1417
 EJ1417                          STATION DESCRIPTION
 EJ1417
 EJ1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EJ1417'5.6 MI E FROM LANGLEY.
 EJ1417'ABOUT 5.6 MILES EAST ALONG THE BAKER SPRINGS ROAD FROM THE PUBLIC
 EJ1417'SCHOOL AT LANGLEY, PIKE COUNTY, ABOUT 480 FEET WEST OF THE WEST END OF
 EJ1417'AN S-CURVE, 245 FEET WEST OF A BLAZED OAK TREE WITH A NAIL IN THE BASE
 EJ1417'AT THE NORTH SIDE OF THE ROAD, AT THE JUNCTION OF A DIM NORTH-SOUTH
 EJ1417'ROAD, 40 FEET EAST OF A DIM ROAD ON THE SOUTH SIDE OF THE ROAD, 30
 EJ1417'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 20 FEET EAST OF A BLAZED
 EJ1417'29-INCH OAK TREE.  A STANDARD DISK, STAMPED V 88 1935 AND SET IN THE
 EJ1417'TOP OF A CONCRETE POST.
 EJ1417
 EJ1417                          STATION RECOVERY (1978)
 EJ1417
 EJ1417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0270 ***********************************************************************
 EK0270  DESIGNATION -  V 89
 EK0270  PID         -  EK0270
 EK0270  STATE/COUNTY-  AR/HOWARD
 EK0270  USGS QUAD   -  DIERKS DAM (1966)
 EK0270
 EK0270                         *CURRENT SURVEY CONTROL
 EK0270  ___________________________________________________________________
 EK0270* NAD 83(1986)-  34 12 12.     (N)    094 02 13.     (W)     SCALED    
 EK0270* NAVD 88     -       234.195  (meters)     768.35   (feet)  ADJUSTED  
 EK0270  ___________________________________________________________________
 EK0270  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EK0270  DYNAMIC HT  -         233.957 (meters)     767.57  (feet)  COMP
 EK0270  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 EK0270
 EK0270  VERT ORDER  -  SECOND    CLASS 0
 EK0270
 EK0270.The horizontal coordinates were scaled from a topographic map and have
 EK0270.an estimated accuracy of +/- 6 seconds.
 EK0270
 EK0270.The orthometric height was determined by differential leveling
 EK0270.and adjusted by the National Geodetic Survey in June 1991..
 EK0270
 EK0270.The geoid height was determined by GEOID03.
 EK0270
 EK0270.The dynamic height is computed by dividing the NAVD 88
 EK0270.geopotential number by the normal gravity value computed on the
 EK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0270.degrees latitude (g = 980.6199 gals.).
 EK0270
 EK0270.The modeled gravity was interpolated from observed gravity values.
 EK0270
 EK0270;                    North         East    Units  Estimated Accuracy
 EK0270;SPC AR S     -   572,300.      212,290.      MT  (+/- 180 meters Scaled)
 EK0270
 EK0270                          SUPERSEDED SURVEY CONTROL
 EK0270
 EK0270  NGVD 29 (??/??/92)  234.154  (m)          768.22   (f) ADJ UNCH    2 0
 EK0270
 EK0270.Superseded values are not recommended for survey control.
 EK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0270.See file dsdata.txt to determine how the superseded data were derived.
 EK0270
 EK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT044851(NAD 83)
 EK0270_MARKER: DB = BENCH MARK DISK
 EK0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0270_STAMPING: V-89-1925
 EK0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0270+STABILITY: SURFACE MOTION
 EK0270
 EK0270  HISTORY     - Date     Condition        Report By
 EK0270  HISTORY     - 1935     MONUMENTED       CGS
 EK0270  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0270
 EK0270                          STATION DESCRIPTION
 EK0270
 EK0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0270'4.1 MI SE FROM BURG.
 EK0270'4.1 MILES SOUTHEAST OF, ALONG BURG ROAD, FROM JUNCTION OF
 EK0270'BURG-GILLHAM RD. WITH UMPIRE RD.  ABOUT .3 MILE NORTHWEST OF
 EK0270'JUNCTION OF THE HARPER SPRINGS RD., ABOUT 210 FEET WEST OF TURN
 EK0270'IN ROAD AND JUNCTION OF THE HILL ROAD, 23.5 FEET SOUTH OF ROAD
 EK0270'CENTERLINE, 7 FEET EAST OF FENCE CORNER, 1 FT. NORTH OF PROPERTY
 EK0270'LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0270
 EK0270                          STATION RECOVERY (1962)
 EK0270
 EK0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1448 ***********************************************************************
 FF1448  DESIGNATION -  V 9
 FF1448  PID         -  FF1448
 FF1448  STATE/COUNTY-  AR/WHITE
 FF1448  USGS QUAD   -  GARNER (1981)
 FF1448
 FF1448                         *CURRENT SURVEY CONTROL
 FF1448  ___________________________________________________________________
 FF1448* NAD 83(1986)-  35 08 28.     (N)    091 47 09.     (W)     SCALED    
 FF1448* NAVD 88     -        67.972  (meters)     223.00   (feet)  ADJUSTED  
 FF1448  ___________________________________________________________________
 FF1448  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1448  DYNAMIC HT  -          67.910 (meters)     222.80  (feet)  COMP
 FF1448  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 FF1448
 FF1448  VERT ORDER  -  FIRST     CLASS II
 FF1448
 FF1448.The horizontal coordinates were scaled from a topographic map and have
 FF1448.an estimated accuracy of +/- 6 seconds.
 FF1448
 FF1448.The orthometric height was determined by differential leveling
 FF1448.and adjusted by the National Geodetic Survey in June 1991..
 FF1448
 FF1448.The geoid height was determined by GEOID03.
 FF1448
 FF1448.The dynamic height is computed by dividing the NAVD 88
 FF1448.geopotential number by the normal gravity value computed on the
 FF1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1448.degrees latitude (g = 980.6199 gals.).
 FF1448
 FF1448.The modeled gravity was interpolated from observed gravity values.
 FF1448
 FF1448;                    North         East    Units  Estimated Accuracy
 FF1448;SPC AR N     -    89,640.      419,520.      MT  (+/- 180 meters Scaled)
 FF1448
 FF1448                          SUPERSEDED SURVEY CONTROL
 FF1448
 FF1448  NGVD 29 (??/??/??)   67.945  (m)          222.92   (f) ADJUSTED    1 2
 FF1448
 FF1448.Superseded values are not recommended for survey control.
 FF1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1448.See file dsdata.txt to determine how the superseded data were derived.
 FF1448
 FF1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU106893(NAD 83)
 FF1448_MARKER: DB = BENCH MARK DISK
 FF1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1448_STAMPING: V 9 1931 222.916
 FF1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1448+STABILITY: SURFACE MOTION
 FF1448
 FF1448  HISTORY     - Date     Condition        Report By
 FF1448  HISTORY     - 1931     MONUMENTED       CGS
 FF1448  HISTORY     - 1955     GOOD             CGS
 FF1448  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1448
 FF1448                          STATION DESCRIPTION
 FF1448
 FF1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1448'AT GARNER.
 FF1448'AT GARNER, WHITE COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 70
 FF1448'FEET WEST OF POLE 305/19, 38.5 FEET NORTHEAST OF THE STATION SIGN,
 FF1448'AT A STREET CROSSING, 63 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 FF1448'HIGHWAY 67, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE STREET,
 FF1448'20 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK, AND SET
 FF1448'IN THE TOP OF A CONCRETE POST.
 FF1448
 FF1448                          STATION RECOVERY (2003)
 FF1448
 FF1448'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0081 ***********************************************************************
 DL0081  DESIGNATION -  V 91
 DL0081  PID         -  DL0081
 DL0081  STATE/COUNTY-  AR/BRADLEY
 DL0081  USGS QUAD   -  FARMVILLE (1985)
 DL0081
 DL0081                         *CURRENT SURVEY CONTROL
 DL0081  ___________________________________________________________________
 DL0081* NAD 83(1986)-  33 31 50.     (N)    092 13 49.     (W)     SCALED    
 DL0081* NAVD 88     -        47.831  (meters)     156.93   (feet)  ADJUSTED  
 DL0081  ___________________________________________________________________
 DL0081  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DL0081  DYNAMIC HT  -          47.782 (meters)     156.76  (feet)  COMP
 DL0081  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 DL0081
 DL0081  VERT ORDER  -  SECOND    CLASS 0
 DL0081
 DL0081.The horizontal coordinates were scaled from a topographic map and have
 DL0081.an estimated accuracy of +/- 6 seconds.
 DL0081
 DL0081.The orthometric height was determined by differential leveling
 DL0081.and adjusted by the National Geodetic Survey in June 1991..
 DL0081
 DL0081.The geoid height was determined by GEOID03.
 DL0081
 DL0081.The dynamic height is computed by dividing the NAVD 88
 DL0081.geopotential number by the normal gravity value computed on the
 DL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0081.degrees latitude (g = 980.6199 gals.).
 DL0081
 DL0081.The modeled gravity was interpolated from observed gravity values.
 DL0081
 DL0081;                    North         East    Units  Estimated Accuracy
 DL0081;SPC AR S     -   495,840.      378,610.      MT  (+/- 180 meters Scaled)
 DL0081
 DL0081                          SUPERSEDED SURVEY CONTROL
 DL0081
 DL0081  NGVD 29 (??/??/92)   47.91   (m)          157.2    (f) COMPUTED    2 0
 DL0081
 DL0081.Superseded values are not recommended for survey control.
 DL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0081.See file dsdata.txt to determine how the superseded data were derived.
 DL0081
 DL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT714103(NAD 83)
 DL0081_MARKER: DB = BENCH MARK DISK
 DL0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0081_STAMPING: V 91 1935
 DL0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0081+STABILITY: SURFACE MOTION
 DL0081
 DL0081  HISTORY     - Date     Condition        Report By
 DL0081  HISTORY     - 1935     MONUMENTED       CGS
 DL0081  HISTORY     - 1964     GOOD             NGS
 DL0081
 DL0081                          STATION DESCRIPTION
 DL0081
 DL0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0081'4.0 MI SE FROM BANKS.
 DL0081'4.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0081'RAILROAD FROM THE STATION AT BANKS, BRADLEY COUNTY, 0.9 MILE NORTHWEST
 DL0081'OF THE SIDING AT CRANEY, 35 YARDS NORTHWEST OF THE CENTER OF THE
 DL0081'INTERSECTION OF A PRIVATE ROAD, 39.5 FEET SOUTHWEST OF THE CENTERLINE
 DL0081'OF THE TRACK, AND 2.2 FEET SOUTHWEST OF POLE 9+17.  A STANDARD DISK,
 DL0081'STAMPED V 91 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DL0081
 DL0081                          STATION RECOVERY (1964)
 DL0081
 DL0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1390 ***********************************************************************
 FG1390  DESIGNATION -  V 92
 FG1390  PID         -  FG1390
 FG1390  STATE/COUNTY-  AR/FRANKLIN
 FG1390  USGS QUAD   -  CASS (1973)
 FG1390
 FG1390                         *CURRENT SURVEY CONTROL
 FG1390  ___________________________________________________________________
 FG1390* NAD 83(1986)-  35 39 15.     (N)    093 49 52.     (W)     SCALED    
 FG1390* NAVD 88     -       227.251  (meters)     745.57   (feet)  ADJUSTED  
 FG1390  ___________________________________________________________________
 FG1390  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FG1390  DYNAMIC HT  -         227.041 (meters)     744.88  (feet)  COMP
 FG1390  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 FG1390
 FG1390  VERT ORDER  -  SECOND    CLASS 0
 FG1390
 FG1390.The horizontal coordinates were scaled from a topographic map and have
 FG1390.an estimated accuracy of +/- 6 seconds.
 FG1390
 FG1390.The orthometric height was determined by differential leveling
 FG1390.and adjusted by the National Geodetic Survey in June 1991..
 FG1390
 FG1390.The geoid height was determined by GEOID03.
 FG1390
 FG1390.The dynamic height is computed by dividing the NAVD 88
 FG1390.geopotential number by the normal gravity value computed on the
 FG1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1390.degrees latitude (g = 980.6199 gals.).
 FG1390
 FG1390.The modeled gravity was interpolated from observed gravity values.
 FG1390
 FG1390;                    North         East    Units  Estimated Accuracy
 FG1390;SPC AR N     -   148,080.      234,200.      MT  (+/- 180 meters Scaled)
 FG1390
 FG1390                          SUPERSEDED SURVEY CONTROL
 FG1390
 FG1390  NGVD 29 (??/??/92)  227.166  (m)          745.29   (f) ADJ UNCH    2 0
 FG1390
 FG1390.Superseded values are not recommended for survey control.
 FG1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1390.See file dsdata.txt to determine how the superseded data were derived.
 FG1390
 FG1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV247459(NAD 83)
 FG1390_MARKER: DB = BENCH MARK DISK
 FG1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1390_STAMPING: V 92 1935
 FG1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1390+STABILITY: SURFACE MOTION
 FG1390
 FG1390  HISTORY     - Date     Condition        Report By
 FG1390  HISTORY     - 1935     MONUMENTED       CGS
 FG1390  HISTORY     - 1959     GOOD             NGS
 FG1390  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1390  HISTORY     - 20041116 MARK NOT FOUND   ARHD
 FG1390
 FG1390                          STATION DESCRIPTION
 FG1390
 FG1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1390'15.1 MI N FROM OZARK.
 FG1390'1.1 MILES WEST ALONG U. S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 FG1390'RAILROAD STATION AT OZARK, FRANKLIN COUNTY, 14.0 MILES NORTH ALONG
 FG1390'STATE HIGHWAY 23, AT THE S. G. TURNER FARM, 40.8 FEET NORTHEAST OF THE
 FG1390'NORTH CORNER OF THE FARMHOUSE, 23.5 FEET NORTH OF A WELL, 43.2 FEET
 FG1390'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY 16.2 FEET SOUTHEAST OF THE
 FG1390'NORTH CORNER OF THE YARD FENCE, AND 1.2 FEET SOUTHWEST  OF THE
 FG1390'NORTHWEST-AND-SOUTHEAST FENCE.  A STANDARD DISK, STAMPED V 92 1935 AND
 FG1390'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE FENCE HAS BEEN
 FG1390'DISMANTLED.
 FG1390
 FG1390                          STATION RECOVERY (1972)
 FG1390
 FG1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FG1390'MARK NOT FOUND.
 FG1390
 FG1390                          STATION RECOVERY (2004)
 FG1390
 FG1390'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0108 ***********************************************************************
 FH0108  DESIGNATION -  V 94
 FH0108  PID         -  FH0108
 FH0108  STATE/COUNTY-  AR/FRANKLIN
 FH0108  USGS QUAD   -  FERN (1983)
 FH0108
 FH0108                         *CURRENT SURVEY CONTROL
 FH0108  ___________________________________________________________________
 FH0108* NAD 83(1986)-  35 39 02.     (N)    094 02 42.     (W)     SCALED    
 FH0108* NAVD 88     -       441.611  (meters)    1448.85   (feet)  ADJUSTED  
 FH0108  ___________________________________________________________________
 FH0108  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FH0108  DYNAMIC HT  -         441.189 (meters)    1447.47  (feet)  COMP
 FH0108  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 FH0108
 FH0108  VERT ORDER  -  SECOND    CLASS 0
 FH0108
 FH0108.The horizontal coordinates were scaled from a topographic map and have
 FH0108.an estimated accuracy of +/- 6 seconds.
 FH0108
 FH0108.The orthometric height was determined by differential leveling
 FH0108.and adjusted by the National Geodetic Survey in June 1991..
 FH0108
 FH0108.The geoid height was determined by GEOID03.
 FH0108
 FH0108.The dynamic height is computed by dividing the NAVD 88
 FH0108.geopotential number by the normal gravity value computed on the
 FH0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0108.degrees latitude (g = 980.6199 gals.).
 FH0108
 FH0108.The modeled gravity was interpolated from observed gravity values.
 FH0108
 FH0108;                    North         East    Units  Estimated Accuracy
 FH0108;SPC AR N     -   148,060.      214,830.      MT  (+/- 180 meters Scaled)
 FH0108
 FH0108                          SUPERSEDED SURVEY CONTROL
 FH0108
 FH0108  NGVD 29 (??/??/92)  441.510  (m)         1448.52   (f) ADJ UNCH    2 0
 FH0108
 FH0108.Superseded values are not recommended for survey control.
 FH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0108.See file dsdata.txt to determine how the superseded data were derived.
 FH0108
 FH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV054456(NAD 83)
 FH0108_MARKER: DB = BENCH MARK DISK
 FH0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0108_STAMPING: V 94 1935
 FH0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0108+STABILITY: SURFACE MOTION
 FH0108
 FH0108  HISTORY     - Date     Condition        Report By
 FH0108  HISTORY     - 1935     MONUMENTED       CGS
 FH0108  HISTORY     - 1960     GOOD             NGS
 FH0108
 FH0108                          STATION DESCRIPTION
 FH0108
 FH0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0108'2.1 MI NW FROM FERN.
 FH0108'2.1 MILES NORTHWEST ALONG THE FERN-LOCKE ROAD FROM THE SCHOOL
 FH0108'AT FERN, FRANKLIN COUNTY, ON A HILL, 89 FEET NORTHWEST OF A
 FH0108'RIGHT-ANGLE CURVE IN THE ROAD, 38 FEET NORTHEAST OF THE
 FH0108'CENTERLINE OF AN OLD ROAD, 36 FEET WEST OF THE CENTERLINE OF A
 FH0108'NEW ROAD, 35 FEET SOUTHWEST OF AN 18-INCH STUMP, AND 4 FEET
 FH0108'NORTH OF AN 18-INCH OAK TREE.  A STANDARD DISK, STAMPED V 94
 FH0108'1935 AND SET IN THE TOP OF A CONCRETE POST.  2.3 MILES EAST OF
 FH0108'THE T-INTERSECTION 0.9 MILE SOUTH OF THE LOCKE SCHOOL, JUST
 FH0108'NORTHWEST OF A RIGHT ANGLE CURVE IN THE ROAD, ABOUT 50 FEET
 FH0108'SOUTHWEST OF A 14-INCH TRIANGLE BLAZED PINE TREE AND ABOUT 36
 FH0108'FEET WEST OF THE CENTERLINE OF THE ROAD.  THE ROAD TO THE EAST
 FH0108'OF THE CURVE GOES UP A STEEP GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0080 ***********************************************************************
 FH0080  DESIGNATION -  V 95
 FH0080  PID         -  FH0080
 FH0080  STATE/COUNTY-  AR/CRAWFORD
 FH0080  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0080
 FH0080                         *CURRENT SURVEY CONTROL
 FH0080  ___________________________________________________________________
 FH0080* NAD 83(1986)-  35 38 19.     (N)    094 08 05.     (W)     SCALED    
 FH0080* NAVD 88     -       473.221  (meters)    1552.56   (feet)  ADJUSTED  
 FH0080  ___________________________________________________________________
 FH0080  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FH0080  DYNAMIC HT  -         472.780 (meters)    1551.11  (feet)  COMP
 FH0080  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 FH0080
 FH0080  VERT ORDER  -  SECOND    CLASS 0
 FH0080
 FH0080.The horizontal coordinates were scaled from a topographic map and have
 FH0080.an estimated accuracy of +/- 6 seconds.
 FH0080
 FH0080.The orthometric height was determined by differential leveling
 FH0080.and adjusted by the National Geodetic Survey in June 1991..
 FH0080
 FH0080.The geoid height was determined by GEOID03.
 FH0080
 FH0080.The dynamic height is computed by dividing the NAVD 88
 FH0080.geopotential number by the normal gravity value computed on the
 FH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0080.degrees latitude (g = 980.6199 gals.).
 FH0080
 FH0080.The modeled gravity was interpolated from observed gravity values.
 FH0080
 FH0080;                    North         East    Units  Estimated Accuracy
 FH0080;SPC AR N     -   146,910.      206,680.      MT  (+/- 180 meters Scaled)
 FH0080
 FH0080                          SUPERSEDED SURVEY CONTROL
 FH0080
 FH0080  NGVD 29 (??/??/92)  473.115  (m)         1552.21   (f) ADJ UNCH    2 0
 FH0080
 FH0080.Superseded values are not recommended for survey control.
 FH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0080.See file dsdata.txt to determine how the superseded data were derived.
 FH0080
 FH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV972444(NAD 83)
 FH0080_MARKER: DB = BENCH MARK DISK
 FH0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0080_STAMPING: V 95 1935
 FH0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0080+STABILITY: SURFACE MOTION
 FH0080
 FH0080  HISTORY     - Date     Condition        Report By
 FH0080  HISTORY     - 1935     MONUMENTED       CGS
 FH0080  HISTORY     - 1968     GOOD             USGS
 FH0080
 FH0080                          STATION DESCRIPTION
 FH0080
 FH0080'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH0080'3.5 MI NE FROM MOUNTAINBURG.
 FH0080'3.5 MILES NORTHEAST ALONG THE LOCKE-MOUNTAINBURG ROAD FROM THE
 FH0080'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT MOUNTAINBURG, CRAWFORD
 FH0080'COUNTY.  ABOUT 200 FEET NORTHWEST OF A CURVE IN THE ROAD, ON
 FH0080'PROPERTY OF MR. JACK SHIPLEY, 3R FEET NORTHEAST OF A SMALL
 FH0080'BARN, 27 FEET NORTH OF 8 INCH OAK BESIDE OLD STONE FENCE, 15
 FH0080'FEET NORTH AND 4 FEET EAST OF FENCE CORNER.  A STANDARD DISK,
 FH0080'STAMPED V 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0644 ***********************************************************************
 EJ0644  DESIGNATION -  V 96
 EJ0644  PID         -  EJ0644
 EJ0644  STATE/COUNTY-  AR/JEFFERSON
 EJ0644  USGS QUAD   -  REDFIELD (1984)
 EJ0644
 EJ0644                         *CURRENT SURVEY CONTROL
 EJ0644  ___________________________________________________________________
 EJ0644* NAD 83(1986)-  34 25 41.     (N)    092 14 08.     (W)     SCALED    
 EJ0644* NAVD 88     -        98.155  (meters)     322.03   (feet)  ADJUSTED  
 EJ0644  ___________________________________________________________________
 EJ0644  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0644  DYNAMIC HT  -          98.063 (meters)     321.73  (feet)  COMP
 EJ0644  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 EJ0644
 EJ0644  VERT ORDER  -  SECOND    CLASS 0
 EJ0644
 EJ0644.The horizontal coordinates were scaled from a topographic map and have
 EJ0644.an estimated accuracy of +/- 6 seconds.
 EJ0644
 EJ0644.The orthometric height was determined by differential leveling
 EJ0644.and adjusted by the National Geodetic Survey in June 1991..
 EJ0644
 EJ0644.The geoid height was determined by GEOID03.
 EJ0644
 EJ0644.The dynamic height is computed by dividing the NAVD 88
 EJ0644.geopotential number by the normal gravity value computed on the
 EJ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0644.degrees latitude (g = 980.6199 gals.).
 EJ0644
 EJ0644.The modeled gravity was interpolated from observed gravity values.
 EJ0644
 EJ0644;                    North         East    Units  Estimated Accuracy
 EJ0644;SPC AR S     -   595,390.      378,350.      MT  (+/- 180 meters Scaled)
 EJ0644
 EJ0644                          SUPERSEDED SURVEY CONTROL
 EJ0644
 EJ0644  NGVD 29 (??/??/92)   98.219  (m)          322.24   (f) ADJ UNCH    2 0
 EJ0644
 EJ0644.Superseded values are not recommended for survey control.
 EJ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0644.See file dsdata.txt to determine how the superseded data were derived.
 EJ0644
 EJ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU702098(NAD 83)
 EJ0644_MARKER: DB = BENCH MARK DISK
 EJ0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0644_STAMPING: V 96 1935
 EJ0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0644+STABILITY: SURFACE MOTION
 EJ0644
 EJ0644  HISTORY     - Date     Condition        Report By
 EJ0644  HISTORY     - 1935     MONUMENTED       CGS
 EJ0644  HISTORY     - 1935     GOOD             NGS
 EJ0644  HISTORY     - 1984     GOOD             NGS
 EJ0644
 EJ0644                          STATION DESCRIPTION
 EJ0644
 EJ0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0644'3.9 MI SW FROM REDFIELD.
 EJ0644'3.9 MILES SOUTHWEST ALONG THE ICO ROAD FROM THE MISSOURI PACIFIC
 EJ0644'RAILROAD STATION AT REDFIELD, JEFFERSON COUNTY, 0.2 MILE EAST OF THE
 EJ0644'J. D. WORSHAM FARMHOUSE IN 1935, AT A ROAD JUNCTION, 31.4 FEET WEST OF
 EJ0644'THE CENTERLINE OF THE WALNUT RIDGE SCHOOL ROAD, 30.5 FEET SOUTH OF THE
 EJ0644'CENTERLINE OF THE ICO ROAD, AND 1.5 FEET NORTHEAST OF THE FENCE. A
 EJ0644'STANDARD DISK, STAMPED V 96 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0644'POST.
 EJ0644
 EJ0644                          STATION RECOVERY (1984)
 EJ0644
 EJ0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0644'NEW DESC: 0.2 KM (0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET.
 EJ0644'THENCE 4.7 KM (2.9 MI) ALONG COUNTY ROAD 46 AND (SHERDIAN ROAD)
 EJ0644'THENCE 2.4 KM (1.5 MI) NORTHWEST ALONG STAGECOACH ROAD, THENCE 0.5 KM
 EJ0644'(0.3 MI) WEST SOUHTWEST ALONG A TRACK ROAD AT THE INTERSECTION OF
 EJ0644'WALNUT RIDGE ROAD AND IS SET IN THE SOUTHWEST CORNER OF THE
 EJ0644'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0871 ***********************************************************************
 EJ0871  DESIGNATION -  V 97
 EJ0871  PID         -  EJ0871
 EJ0871  STATE/COUNTY-  AR/SALINE
 EJ0871  USGS QUAD   -  HASKELL (1984)
 EJ0871
 EJ0871                         *CURRENT SURVEY CONTROL
 EJ0871  ___________________________________________________________________
 EJ0871* NAD 83(1986)-  34 36 29.     (N)    092 37 42.     (W)     SCALED    
 EJ0871* NAVD 88     -        92.863  (meters)     304.67   (feet)  ADJUSTED  
 EJ0871  ___________________________________________________________________
 EJ0871  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EJ0871  DYNAMIC HT  -          92.776 (meters)     304.38  (feet)  COMP
 EJ0871  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 EJ0871
 EJ0871  VERT ORDER  -  SECOND    CLASS 0
 EJ0871
 EJ0871.The horizontal coordinates were scaled from a topographic map and have
 EJ0871.an estimated accuracy of +/- 6 seconds.
 EJ0871
 EJ0871.The orthometric height was determined by differential leveling
 EJ0871.and adjusted by the National Geodetic Survey in June 1991..
 EJ0871
 EJ0871.The geoid height was determined by GEOID03.
 EJ0871
 EJ0871.The dynamic height is computed by dividing the NAVD 88
 EJ0871.geopotential number by the normal gravity value computed on the
 EJ0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0871.degrees latitude (g = 980.6199 gals.).
 EJ0871
 EJ0871.The modeled gravity was interpolated from observed gravity values.
 EJ0871
 EJ0871;                    North         East    Units  Estimated Accuracy
 EJ0871;SPC AR S     -   615,510.      342,370.      MT  (+/- 180 meters Scaled)
 EJ0871
 EJ0871                          SUPERSEDED SURVEY CONTROL
 EJ0871
 EJ0871  NGVD 29 (??/??/92)   92.887  (m)          304.75   (f) ADJ UNCH    2 0
 EJ0871
 EJ0871.Superseded values are not recommended for survey control.
 EJ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0871.See file dsdata.txt to determine how the superseded data were derived.
 EJ0871
 EJ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU340296(NAD 83)
 EJ0871_MARKER: DB = BENCH MARK DISK
 EJ0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0871_STAMPING: V 97 1935
 EJ0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0871+STABILITY: SURFACE MOTION
 EJ0871
 EJ0871  HISTORY     - Date     Condition        Report By
 EJ0871  HISTORY     - 1935     MONUMENTED       CGS
 EJ0871  HISTORY     - 1935     GOOD             NGS
 EJ0871  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0871
 EJ0871                          STATION DESCRIPTION
 EJ0871
 EJ0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0871'595 MI NW FROM BENTON.
 EJ0871'5.5 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE MISSOURI PACIFIC
 EJ0871'RAILROAD STATION AT BENTON, SALINE COUNTY, 0.6 MILE WEST OF THE STEEL
 EJ0871'HIGHWAY BRIDGE OVER NORTH FORK RIVER, AT THE JUNCTION OF A GRAVEL ROAD
 EJ0871'LEADING NORTH TO BLAND, 40.4 FEET WEST OF THE NORTHEAST CORNER OF A
 EJ0871'BARNLOG FENCE, 31.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 EJ0871'2.6 FEET EAST OF THE NORTHEAST CORNER OF A FRAME BARN.  A STANDARD
 EJ0871'DISK, STAMPED V 27 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0871
 EJ0871                          STATION RECOVERY (1998)
 EJ0871
 EJ0871'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0908 ***********************************************************************
 EJ0908  DESIGNATION -  V 98
 EJ0908  PID         -  EJ0908
 EJ0908  STATE/COUNTY-  AR/PULASKI
 EJ0908  USGS QUAD   -  ALEXANDER (1986)
 EJ0908
 EJ0908                         *CURRENT SURVEY CONTROL
 EJ0908  ___________________________________________________________________
 EJ0908* NAD 83(1986)-  34 44 21.     (N)    092 29 06.     (W)     SCALED    
 EJ0908* NAVD 88     -       167.968  (meters)     551.08   (feet)  ADJUSTED  
 EJ0908  ___________________________________________________________________
 EJ0908  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EJ0908  DYNAMIC HT  -         167.809 (meters)     550.55  (feet)  COMP
 EJ0908  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 EJ0908
 EJ0908  VERT ORDER  -  SECOND    CLASS 0
 EJ0908
 EJ0908.The horizontal coordinates were scaled from a topographic map and have
 EJ0908.an estimated accuracy of +/- 6 seconds.
 EJ0908
 EJ0908.The orthometric height was determined by differential leveling
 EJ0908.and adjusted by the National Geodetic Survey in June 1991..
 EJ0908
 EJ0908.The geoid height was determined by GEOID03.
 EJ0908
 EJ0908.The dynamic height is computed by dividing the NAVD 88
 EJ0908.geopotential number by the normal gravity value computed on the
 EJ0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0908.degrees latitude (g = 980.6199 gals.).
 EJ0908
 EJ0908.The modeled gravity was interpolated from observed gravity values.
 EJ0908
 EJ0908;                    North         East    Units  Estimated Accuracy
 EJ0908;SPC AR S     -   629,980.      355,590.      MT  (+/- 180 meters Scaled)
 EJ0908
 EJ0908                          SUPERSEDED SURVEY CONTROL
 EJ0908
 EJ0908  NGVD 29 (??/??/92)  167.997  (m)          551.17   (f) ADJ UNCH    2 0
 EJ0908
 EJ0908.Superseded values are not recommended for survey control.
 EJ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0908.See file dsdata.txt to determine how the superseded data were derived.
 EJ0908
 EJ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU471442(NAD 83)
 EJ0908_MARKER: DB = BENCH MARK DISK
 EJ0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0908_STAMPING: V 98 1935
 EJ0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0908+STABILITY: SURFACE MOTION
 EJ0908
 EJ0908  HISTORY     - Date     Condition        Report By
 EJ0908  HISTORY     - 1935     MONUMENTED       CGS
 EJ0908  HISTORY     - 1974     POOR             USGS
 EJ0908  HISTORY     - 198507   MARK NOT FOUND   USGS
 EJ0908  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0908
 EJ0908                          STATION DESCRIPTION
 EJ0908
 EJ0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0908'1.4 MI E FROM FERNDALE.
 EJ0908'1.4 MILES EAST ALONG TWELFTH STREET PIKE FROM THE J. W. CARTER STORE
 EJ0908'AT FERNDALE, PULASKI COUNTY, 4.1 MILES SOUTH ALONG THE CUT-OFF ROAD
 EJ0908'LEADING TO UPPER HOT SPRINGS ROAD, 0.7 MILE NORTHWEST OF THE J. M.
 EJ0908'CLARK STORE, 0.3 MILE NORTHWEST OF THE IDA MISSION CEMETERY, 525 FEET
 EJ0908'NORTH OF THE INTERSECTION OF UPPER HOT SPRINGS ROAD, 200 FEET SOUTH OF
 EJ0908'A SMALL SPRING WITH A STONE WALL ON THE WEST SIDE, 175 FEET SOUTH OF
 EJ0908'THE SOUTHEAST CORNER OF A TWO-ROOM LOG CABIN, AND 22.5 FEET WEST OF
 EJ0908'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED V 98 1935 AND
 EJ0908'SET IN THE TOP OF A CONCRETE POST.  NOTE-- LEANING ABOUT 10 DEGREES
 EJ0908'SOUTH.
 EJ0908
 EJ0908                          STATION RECOVERY (1974)
 EJ0908
 EJ0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0908'MARK RECOVERED IN POOR CONDITION.
 EJ0908
 EJ0908                          STATION RECOVERY (1985)
 EJ0908
 EJ0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0908'MARK NOT FOUND.
 EJ0908
 EJ0908                          STATION RECOVERY (1990)
 EJ0908
 EJ0908'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPS)
 EJ0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0892 ***********************************************************************
 EJ0892  DESIGNATION -  V 99
 EJ0892  PID         -  EJ0892
 EJ0892  STATE/COUNTY-  AR/PERRY
 EJ0892  USGS QUAD   -  MARTINDALE (1984)
 EJ0892
 EJ0892                         *CURRENT SURVEY CONTROL
 EJ0892  ___________________________________________________________________
 EJ0892* NAD 83(1986)-  34 58 38.     (N)    092 39 14.     (W)     SCALED    
 EJ0892* NAVD 88     -        86.814  (meters)     284.82   (feet)  ADJUSTED  
 EJ0892  ___________________________________________________________________
 EJ0892  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 EJ0892  DYNAMIC HT  -          86.732 (meters)     284.55  (feet)  COMP
 EJ0892  MODELED GRAV-     979,681.0   (mgal)                       NAVD 88
 EJ0892
 EJ0892  VERT ORDER  -  SECOND    CLASS 0
 EJ0892
 EJ0892.The horizontal coordinates were scaled from a topographic map and have
 EJ0892.an estimated accuracy of +/- 6 seconds.
 EJ0892
 EJ0892.The orthometric height was determined by differential leveling
 EJ0892.and adjusted by the National Geodetic Survey in June 1991..
 EJ0892
 EJ0892.The geoid height was determined by GEOID03.
 EJ0892
 EJ0892.The dynamic height is computed by dividing the NAVD 88
 EJ0892.geopotential number by the normal gravity value computed on the
 EJ0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0892.degrees latitude (g = 980.6199 gals.).
 EJ0892
 EJ0892.The modeled gravity was interpolated from observed gravity values.
 EJ0892
 EJ0892;                    North         East    Units  Estimated Accuracy
 EJ0892;SPC AR N     -    71,630.      340,290.      MT  (+/- 180 meters Scaled)
 EJ0892
 EJ0892                          SUPERSEDED SURVEY CONTROL
 EJ0892
 EJ0892  NGVD 29 (??/??/92)   86.843  (m)          284.92   (f) ADJ UNCH    2 0
 EJ0892
 EJ0892.Superseded values are not recommended for survey control.
 EJ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0892.See file dsdata.txt to determine how the superseded data were derived.
 EJ0892
 EJ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU315705(NAD 83)
 EJ0892_MARKER: DB = BENCH MARK DISK
 EJ0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0892_STAMPING: V 99 1935
 EJ0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0892+STABILITY: SURFACE MOTION
 EJ0892
 EJ0892  HISTORY     - Date     Condition        Report By
 EJ0892  HISTORY     - 1935     MONUMENTED       CGS
 EJ0892  HISTORY     - 1939     GOOD             NGS
 EJ0892
 EJ0892                          STATION DESCRIPTION
 EJ0892
 EJ0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0892'2.2 MI S FROM BIGELOW.
 EJ0892'2.2 MILES SOUTH ALONG STATE HIGHWAY 113 FROM THE CHICAGO, ROCK ISLAND
 EJ0892'AND PACIFIC RAILROAD STATION AT BIGELOW, PERRY COUNTY, 0.3 MILE WEST
 EJ0892'OF THE STEEL BRIDGE OVER FOURCHE RIVER, 0.3 MILE EAST OF THE W. A.
 EJ0892'WAWAK FARMHOUSE, 40.3 FEET WEST OF THE CENTER OF A WAGON-ROAD GATE,
 EJ0892'36.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 FOOT NORTH
 EJ0892'OF A FENCE.  A STANDARD DISK, STAMPED V 99 1935 AND SET IN THE TOP OF
 EJ0892'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1899 ***********************************************************************
 EJ1899  DESIGNATION -  VALLEY
 EJ1899  PID         -  EJ1899
 EJ1899  STATE/COUNTY-  AR/PERRY
 EJ1899  USGS QUAD   -  THORNBURG (1984)
 EJ1899
 EJ1899                         *CURRENT SURVEY CONTROL
 EJ1899  ___________________________________________________________________
 EJ1899* NAD 83(1997)-  34 55 28.00208(N)    092 51 51.01572(W)     ADJUSTED  
 EJ1899* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 EJ1899  ___________________________________________________________________
 EJ1899  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 EJ1899  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 EJ1899
 EJ1899  HORZ ORDER  -  FIRST
 EJ1899
 EJ1899.The horizontal coordinates were established by classical geodetic methods
 EJ1899.and adjusted by the National Geodetic Survey in September 1999..
 EJ1899
 EJ1899.The orthometric height was scaled from a topographic map.
 EJ1899
 EJ1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1899
 EJ1899.The geoid height was determined by GEOID03.
 EJ1899
 EJ1899;                    North         East     Units Scale Factor Converg.
 EJ1899;SPC AR N     -    65,925.891   321,039.838   MT  1.00000176   -0 30 10.3
 EJ1899;SPC AR N     -   216,291.86  1,053,278.20   sFT  1.00000176   -0 30 10.3
 EJ1899;SPC AR S     -   650,761.082   321,036.821   MT  1.00003900   -0 29 01.2
 EJ1899;SPC AR S     - 2,135,038.65  1,053,268.30   sFT  1.00003900   -0 29 01.2
 EJ1899;UTM  15      - 3,864,672.776   512,406.004   MT  0.99960190   +0 04 39.9
 EJ1899
 EJ1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1899!SPC AR N     -   0.99995655  x   1.00000176  =   0.99995831
 EJ1899!SPC AR S     -   0.99995655  x   1.00003900  =   0.99999555
 EJ1899!UTM  15      -   0.99995655  x   0.99960190  =   0.99955847
 EJ1899
 EJ1899:                Primary Azimuth Mark                     Grid Az
 EJ1899:SPC AR N     -  VALLEY AZ MK                             046 26 31.2
 EJ1899:SPC AR S     -  VALLEY AZ MK                             046 25 22.1
 EJ1899:UTM  15      -  VALLEY AZ MK                             045 51 41.0
 EJ1899
 EJ1899|---------------------------------------------------------------------|
 EJ1899| PID    Reference Object                     Distance      Geod. Az  |
 EJ1899|                                                           dddmmss.s |
 EJ1899| CY6679 VALLEY AZ MK                                       0455620.9 |
 EJ1899| EJ1901 NORTH FORK LOOKOUT TOWER            APPROX. 7.3 KM 1705510.5 |
 EJ1899| CY6681 VALLEY RM 2                          19.554 METERS 22739     |
 EJ1899| EJ1910 OAK MOUNTAIN LOT                    APPROX.19.4 KM 2322629.2 |
 EJ1899| EJ1905 CEDAR                               APPROX. 9.6 KM 2561836.6 |
 EJ1899| CY6680 VALLEY RM 1                          19.587 METERS 34810     |
 EJ1899|---------------------------------------------------------------------|
 EJ1899
 EJ1899                          SUPERSEDED SURVEY CONTROL
 EJ1899
 EJ1899  NAD 83(1986)-  34 55 28.01567(N)    092 51 51.00872(W) AD(       ) 1
 EJ1899  NAD 27      -  34 55 27.69200(N)    092 51 50.40000(W) AD(       ) 1
 EJ1899
 EJ1899.Superseded values are not recommended for survey control.
 EJ1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1899.See file dsdata.txt to determine how the superseded data were derived.
 EJ1899
 EJ1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1240664673(NAD 83)
 EJ1899_MARKER: DS = TRIANGULATION STATION DISK
 EJ1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1899
 EJ1899  HISTORY     - Date     Condition        Report By
 EJ1899  HISTORY     - 1940     MONUMENTED       CGS
 EJ1899  HISTORY     - 1967     GOOD             CGS
 EJ1899
 EJ1899                          STATION DESCRIPTION
 EJ1899
 EJ1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1899'STATION IS ABOUT 3-1/2 MILES WSW OF THORNBURG, 7 MILES SE OF
 EJ1899'APLIN NEAR THE NE CORNER OF THE QUACHITA NATIONAL FOREST ON
 EJ1899'TOP OF A SMALL PARTIALLY TIMBERED KNOLL.
 EJ1899'
 EJ1899'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1899'DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1899'
 EJ1899'REFERENCE MARK NO.1 IS 73.5 FEET NW OF CENTER LINE OF ROAD,
 EJ1899'PROJECTS 6 INCHES, STAMPED VALLEY NO.1 1940.
 EJ1899'
 EJ1899'REFERENCE MARK NO.2 IS 17.5 FEET NW OF CENTER LINE OF ROAD,
 EJ1899'PROJECTS 6 INCHES, STAMPED VALLEY NO.2 1940.
 EJ1899'
 EJ1899'BOTH REFERENCE MARKS ARE AT SAME ELEVATION AS STATION.
 EJ1899'
 EJ1899'THE AZIMUTH MARK IS 1/4 MILE NE OF STATION, 13.5 FEET NW OF
 EJ1899'CENTER LINE OF ROAD 5.1 FEET E OF WHITE WITNESS POST, PROJECTS
 EJ1899'6 INCHES, STAMPED VALLEY 1940.
 EJ1899'
 EJ1899'TO REACH FROM THE THORNBURG POST OFFICE- BY GOING S ON STATE
 EJ1899'HIGHWAY 9 0.1 MILE TO SIGN ON RIGHT ENTERING QUACHITA NATIONAL
 EJ1899'FOREST, TURN RIGHT (W) AND GO 1.55 MILES TO FORK AT SIGN DEBERRIE
 EJ1899'15 MILES, TAKE RIGHT FORK AND GO 2.0 MILES TO AZIMUTH MARK ON
 EJ1899'RIGHT AT LEFT TURN IN ROAD.  CONTINUE W 0.25 MILE TO STATION
 EJ1899'AT SMALL OAK TREE ON RIGHT (N) WITH TRIANGLE BLAZE.  MARK IS
 EJ1899'17.5 FEET NW OF CENTER LINE OF ROAD, 60.6 FEET SW OF TRIANGLE
 EJ1899'BLAZE ON OAK TREE, 6.0 FEET E OF WHITE WITNESS POST, PROJECTS
 EJ1899'6 INCHES, STAMPED VALLEY 1940.
 EJ1899'
 EJ1899'A 64-FOOT TOWER WAS USED.
 EJ1899
 EJ1899                          STATION RECOVERY (1967)
 EJ1899
 EJ1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1899'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EJ1899'CONDITION WITH NO NOTICEABLE DISPLACEMENT OF THE MARKS.  THE
 EJ1899'AZIMUTH MARK WAS FOUND DESTROYED BY THE CONSTRUCTION OF A FIRE
 EJ1899'BREAK.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EJ1899'
 EJ1899'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF APLIN, 3-1/2 MILES
 EJ1899'WEST-SOUTHWEST OF THORNBURG AND NEAR THE NORTHEAST CORNER OF
 EJ1899'THE OUACHITA NATIONAL FOREST.
 EJ1899'
 EJ1899'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 10 ABOUT
 EJ1899'34 MILES WEST OF LITTLE ROCK, GO NORTH ON STATE HIGHWAYS
 EJ1899'9 AND 10 FOR 4.5 MILES TO A CROSS ROAD IN THE VILLAGE OF
 EJ1899'THORNBURG.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 1.6 MILES
 EJ1899'TO A FORK.  TAKE THE RIGHT FORK AND GO WESTERLY ON GRAVEL ROAD
 EJ1899'FOR 2.4 MILES TO THE STATION ON THE RIGHT JUST BEFORE REACHING
 EJ1899'THE TOP OF A RISE.
 EJ1899'
 EJ1899'STATION MARK IS A STANDARD DISK, STAMPED VALLEY 1940, SET IN
 EJ1899'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EJ1899'IT IS 17 FEET NORTHWEST OF THE CENTER OF THE ROAD, 14 FEET
 EJ1899'WEST OF AN 8 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH
 EJ1899'SIDE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EJ1899'
 EJ1899'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VALLEY NO 1 1940,
 EJ1899'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 EJ1899'3 INCHES.  IT IS 74 FEET NORTHWEST OF THE CENTER OF THE ROAD,
 EJ1899'59 FEET NORTH OF THE TRIANGLE BLAZED TREE AND ABOUT THE SAME
 EJ1899'ELEVATION AS THE STATION.
 EJ1899'
 EJ1899'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VALLEY NO 2 1940,
 EJ1899'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 2
 EJ1899'INCHES.  IT IS 77 FEET SOUTHWEST OF THE TRIANGLE BLAZED TREE,
 EJ1899'18 FEET NORTHWEST OF THE CENTER OF THE ROAD, 1 FOOT NORTH
 EJ1899'OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 EJ1899'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0980 ***********************************************************************
 FH0980  DESIGNATION -  VAN BUREN
 FH0980  PID         -  FH0980
 FH0980  STATE/COUNTY-  AR/CRAWFORD
 FH0980  USGS QUAD   -  VAN BUREN (1997)
 FH0980
 FH0980                         *CURRENT SURVEY CONTROL
 FH0980  ___________________________________________________________________
 FH0980* NAD 83(1997)-  35 26 42.67661(N)    094 21 38.22367(W)     ADJUSTED  
 FH0980* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 FH0980  ___________________________________________________________________
 FH0980  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FH0980  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FH0980
 FH0980  HORZ ORDER  -  FIRST
 FH0980
 FH0980.The horizontal coordinates were established by classical geodetic methods
 FH0980.and adjusted by the National Geodetic Survey in September 1999..
 FH0980
 FH0980.The orthometric height was scaled from a topographic map.
 FH0980
 FH0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0980
 FH0980.The geoid height was determined by GEOID03.
 FH0980
 FH0980;                    North         East     Units Scale Factor Converg.
 FH0980;SPC AR N     -   125,919.433   185,710.826   MT  0.99993886   -1 22 25.1
 FH0980;SPC AR N     -   413,120.67    609,286.27   sFT  0.99993886   -1 22 25.1
 FH0980;SPC OK N     -    55,587.802   930,353.747   MT  1.00002427   +2 08 52.0
 FH0980;SPC OK N     -   182,374.31  3,052,335.58   sFT  1.00002427   +2 08 52.0
 FH0980;SPC OK S     -   240,222.727   930,367.625   MT  1.00004874   +2 03 56.8
 FH0980;SPC OK S     -   788,130.73  3,052,381.12   sFT  1.00004874   +2 03 56.8
 FH0980;UTM  15      - 3,923,264.928   376,513.758   MT  0.99978792   -0 47 21.0
 FH0980
 FH0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0980!SPC AR N     -   0.99996982  x   0.99993886  =   0.99990868
 FH0980!SPC OK N     -   0.99996982  x   1.00002427  =   0.99999409
 FH0980!SPC OK S     -   0.99996982  x   1.00004874  =   1.00001855
 FH0980!UTM  15      -   0.99996982  x   0.99978792  =   0.99975774
 FH0980
 FH0980|---------------------------------------------------------------------|
 FH0980| PID    Reference Object                     Distance      Geod. Az  |
 FH0980|                                                           dddmmss.s |
 FH0980| CI3499 VAN BUREN RM 2                       30.474 METERS 00332     |
 FH0980| FH0972 ALMA MUNICIPAL TANK                 APPROX.13.1 KM 0743134.5 |
 FH0980| CI3497 VAN BUREN AZ MK                                    1002159.0 |
 FH0980| FH0981 VAN BUREN NE TRANSM LINE TOWER      APPROX. 1.7 KM 1645939.2 |
 FH0980| FH0982 VAN BUREN SW TRANSM LINE TOWER      APPROX. 2.0 KM 1803207.8 |
 FH0980| FH0986 FORT SMITH DODSON AVE ME CH         APPROX. 9.4 KM 2101605.4 |
 FH0980| FH0988 FORT SMITH WAGON CO TANK            APPROX.10.9 KM 2133535.6 |
 FH0980| FH0991 FORT SMITH ST BONIFACE CATH CH      APPROX. 8.5 KM 2134237.6 |
 FH0980| FH0987 FORT SMITH MUN WATER WORKS STK      APPROX.11.0 KM 2160233.7 |
 FH0980| FH1001 FORT SMITH IMM CON CATH CHURCH      APPROX. 8.7 KM 2172439.3 |
 FH0980| FH0998 FORT SMITH FIRST EVANG LUTH CH      APPROX. 8.2 KM 2181416.1 |
 FH0980| FH0984 FORT SMITH CHEROKEE MILLS STK       APPROX.10.1 KM 2181920.4 |
 FH0980| FH0994 FORT SMITH HARDING GLASS E STK      APPROX. 5.7 KM 2191537.2 |
 FH0980| FH0996 FORT SMITH HARDING GLASS W STK      APPROX. 5.7 KM 2200121.4 |
 FH0980| FH1005 FORT SMITH SEBASTIAN CO CTHSE       APPROX. 8.9 KM 2220731.3 |
 FH0980| FH1004 FORT SMITH CIT FIRE ASSN TANK       APPROX. 8.6 KM 2242158.7 |
 FH0980| FH0993 FORT SMITH SE TRANSM LINE TWR       APPROX. 8.5 KM 2263800.7 |
 FH0980| FH0992 FORT SMITH COMPRESS STANDPIPE       APPROX. 5.9 KM 2273531.6 |
 FH0980| FH0999 FORT SMITH NW TRANSM LINE TWR       APPROX. 8.6 KM 2322203.9 |
 FH0980| CI3498 VAN BUREN RM 1                       34.168 METERS 27347     |
 FH0980| FH0995 PACKARD                             APPROX.10.6 KM 2763904.3 |
 FH0980|---------------------------------------------------------------------|
 FH0980
 FH0980                          SUPERSEDED SURVEY CONTROL
 FH0980
 FH0980  NAD 83(1997)-  35 26 42.68185(N)    094 21 38.22268(W) AD(       ) 1
 FH0980  NAD 83(1986)-  35 26 42.68098(N)    094 21 38.21567(W) AD(       ) 1
 FH0980  NAD 27      -  35 26 42.36100(N)    094 21 37.44800(W) AD(       ) 1
 FH0980
 FH0980.Superseded values are not recommended for survey control.
 FH0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0980.See file dsdata.txt to determine how the superseded data were derived.
 FH0980
 FH0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7651423265(NAD 83)
 FH0980_MARKER: DS = TRIANGULATION STATION DISK
 FH0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0980
 FH0980  HISTORY     - Date     Condition        Report By
 FH0980  HISTORY     - 1935     MONUMENTED       CGS
 FH0980  HISTORY     - 1940     GOOD             CGS
 FH0980  HISTORY     - 1959     GOOD             CGS
 FH0980  HISTORY     - 1987     GOOD             USPSQD
 FH0980  HISTORY     - 1989     GOOD             USPSQD
 FH0980
 FH0980                          STATION DESCRIPTION
 FH0980
 FH0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0980'STATION IS IN THE NW SIDE OF VAN BUREN, IN SEC. 24, T 9 N,
 FH0980'R 32 W, ON LAND OWNED BY THE CITY OF VAN BUREN.  THE MARK
 FH0980'IS SET ON A BLUFF OVERLOOKING THE ARKANSAS RIVER, AT THE
 FH0980'SE CORNER OF A CULTIVATED FIELD, 16 FEET W OF THE CENTER
 FH0980'LINE OF THE STREET RUNNING N AND S, 74 FEET W OF THE SW
 FH0980'CORNER OF THE PORCH OF A SMALL BUNGALOW ACROSS THE STREET
 FH0980'FROM STATION.  MARK PROJECTS 6 INCHES.
 FH0980'
 FH0980'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH0980'BRONZE DISKS SET IN CONCRETE.
 FH0980'
 FH0980'REFERENCE MARK NO.1 IS W OF THE STATION, 1 FOOT S OF THE
 FH0980'FENCE LINE AT THE S SIDE OF CULTIVATED FIELD.  MARK PROJECTS
 FH0980'4 INCHES.
 FH0980'
 FH0980'REFERENCE MARK NO.2 IS N OF THE STATION, 1 FOOT E OF THE
 FH0980'N AND S FENCE LINE, AT A FENCE CORNER, 16 FEET W OF THE
 FH0980'CENTER LINE OF THE STREET.  MARK PROJECTS 6 INCHES.
 FH0980'
 FH0980'AZIMUTH MARK IS E OF THE STATION, 53 FEET E OF THE CENTER
 FH0980'LINE OF STATE HIGHWAY 45, 1 FOOT S OF THE FENCE LINE, 9 FEET
 FH0980'E OF THE FENCE CORNER, 46 FEET N OF THE CENTER LINE OF SIDE
 FH0980'ROAD TO E.  MARK PROJECTS 6 INCHES.
 FH0980'
 FH0980'TO REACH FROM VAN BUREN, AT INTERSECTION OF U.S. HIGHWAY
 FH0980'71 AND STATE HIGHWAY 45, GO W AND N ON STATE HIGHWAY 45,
 FH0980'0.85 MILE TO SIDE OF ROAD TO W, THENCE W 0.2 MILE TO TURN
 FH0980'S, THENCE S 0.5 MILE TO TURN W, THENCE W 0.1 MILE, THENCE
 FH0980'N 0.1 MILE, THENCE W 0.1 MILE TO SIDE ROAD TO S, THENCE
 FH0980'S 0.1 MILE TO STATION ON RIGHT.
 FH0980'
 FH0980'ALL LIGHTS COME INTO VIEW AT 60-FEET.
 FH0980
 FH0980                          STATION RECOVERY (1940)
 FH0980
 FH0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0980'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 FH0980'THE 1935 DESCRIPTION WAS FOUND TO BE IN ERROR BECAUSE OF
 FH0980'CHANGES IN ROADS, ETC. 1940 DESCRIPTION SHOULD BE CONSIDERED
 FH0980'CORRECT.  STATION IS IN THE NW PART OF THE CITY OF VAN BUREN.
 FH0980'IT IS ON THE SUMMIT OF A PROMINENT BLUFF, LOCALLY KNOWN AS
 FH0980'MOUNT VISTA, AT THE SE CORNER OF A CULTIVATED FIELD, 20
 FH0980'FEET W OF THE CENTER LINE OF A N-S ROAD, AND 75 FEET SW
 FH0980'OF THE RESIDENCE OF MATT HOFSTATTER.  THE STATION MARK
 FH0980'PROJECTS 6 INCHES AND IS STAMPED VAN BUREN 1935.  THERE IS A
 FH0980'WHITE REFERENCE POST 2 FEET N OF THE STATION.
 FH0980'
 FH0980'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE
 FH0980'STATION, AT S SIDE OF A CULTIVATED FIELD AND 1 FOOT S OF
 FH0980'E-W FENCE LINE.  IT PROJECTS 5 INCHES AND IS STAMPED VAN BUREN
 FH0980'NO.1, 1935.
 FH0980'
 FH0980'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 FH0980'AT THE E EDGE OF A CULTIVATED FIELD AND 1 FOOT E OF FENCE
 FH0980'LINE.  IT PROJECTS 6 INCHES AND IS STAMPED VAN BUREN NO.2, 1935.
 FH0980'
 FH0980'AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, 53 FEET
 FH0980'E OF THE CENTER LINE OF STATE HIGHWAY 59 AND 40 FEET N OF
 FH0980'CENTER LINE OF E-W ROAD.  IT IS AT THE TOP OF A HILL, 20
 FH0980'FEET S OF A POWER LINE.  IT PROJECTS 8 INCHES AND IS STAMPED
 FH0980'VAN BUREN 1935, AZIMUTH.  THERE IS A WHITE REFERENCE POST
 FH0980'3 FEET E OF THE MARK.
 FH0980'
 FH0980'TO REACH FROM VAN BUREN, START AT THE FRISCO RAILROAD DEPOT,
 FH0980'CROSS THE TRACKS AND FOLLOW STATE HIGHWAY 59, N, TO TOP OF
 FH0980'HILL AND A POWER LINE CROSSING ROAD.  AZIMUTH MARK IS AT
 FH0980'THIS POINT, 53 FEET E OF ROAD.  CONTINUE N FOR 0.1 MILE TO
 FH0980'ROAD LEADING LEADING LEFT, W.  TURN W PAST CITY RESERVOIR,
 FH0980'FOR 0.2 MILE, THENCE LEFT, S, FOR 0.05 MILE, THENCE RIGHT, W,
 FH0980'FOR 0.1 MILE TO T-ROAD AND HILL STRAIGHT AHEAD.  THE STATION
 FH0980'IS DIRECTLY W, ABOUT 100 YARDS FROM THE T-ROAD, ON THE TOP
 FH0980'OF THE HILL.
 FH0980'
 FH0980'NOTE- A DISCREPANCY WAS FOUND IN THE DIRECTION TO REFERENCE
 FH0980'MARK NO.1.  THE 1940 OBSERVATIONS WERE CHECKED AND SHOULD
 FH0980'BE CONSIDERED CORRECT.
 FH0980
 FH0980                          STATION RECOVERY (1959)
 FH0980
 FH0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0980'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 FH0980'MARKS FOUND IN GOOD CONDITION.  THE STATION MARK IS 2 FEET
 FH0980'SOUTHEAST OF THE CORNER POST AT THE SOUTHEAST CORNER OF A
 FH0980'GARDEN.  R.M. NO. 1 IS IN THE FENCE LINE TO THE WEST OF THE
 FH0980'STATION AND R.M. NO. 2 IS IN THE FENCE LINE TO THE NORTH.
 FH0980'THE AZIMUTH MARK WAS FOUND TO BE SLIGHTLY TILTED.  IT IS
 FH0980'34.6 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE
 FH0980'AROUND AN ELECTRIC POWER SUB-STATION AND IS JUST BELOW THE
 FH0980'SURFACE OF THE GROUND.
 FH0980'
 FH0980'TO REACH THE STATION FROM VAN BUREN, FROM THE RAILROAD STATION
 FH0980'AT THE NORTH EDGE OF THE BUSINESS DISTRICT, GO NORTH ON
 FH0980'STATE HIGHWAY 59 FOR 0.5 MILE TO TOP OF HILL AND AZIMUTH
 FH0980'MARK ON RIGHT AS DESCRIBED, CONTINUE NORTH FOR 0.1 MILE TO
 FH0980'A T-STREET LEFT, TURN LEFT AND GO WEST FOR 0.2 MILE, TURN
 FH0980'LEFT AND GO SOUTH FOR 0.05 MILE, TURN RIGHT AND GO WEST FOR
 FH0980'0.1 MILE TO A T-INTERSECTION, TURN RIGHT AND GO NORTH FOR
 FH0980'0.15 MILE, TURN LEFT AND GO WEST FOR 0.05 MILE, TURN LEFT
 FH0980'AND GO SOUTH FOR 0.15 MILE TO A STREET INTERSECTION AND
 FH0980'STATION ON RIGHT AS DESCRIBED.
 FH0980
 FH0980                          STATION RECOVERY (1987)
 FH0980
 FH0980'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0980'RECOVERED IN GOOD CONDITION.
 FH0980
 FH0980                          STATION RECOVERY (1989)
 FH0980
 FH0980'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 FH0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0981 ***********************************************************************
 FH0981  DESIGNATION -  VAN BUREN NE TRANSM LINE TOWER
 FH0981  PID         -  FH0981
 FH0981  STATE/COUNTY-  AR/CRAWFORD
 FH0981  USGS QUAD   -  VAN BUREN (1997)
 FH0981
 FH0981                         *CURRENT SURVEY CONTROL
 FH0981  ___________________________________________________________________
 FH0981* NAD 83(1997)-  35 25 50.68552(N)    094 21 21.19601(W)     ADJUSTED  
 FH0981* NAVD 88     -                                                        
 FH0981  ___________________________________________________________________
 FH0981  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 FH0981  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FH0981
 FH0981  HORZ ORDER  -  THIRD
 FH0981
 FH0981.The horizontal coordinates were established by classical geodetic methods
 FH0981.and adjusted by the National Geodetic Survey in September 1999..
 FH0981
 FH0981
 FH0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0981
 FH0981.The geoid height was determined by GEOID03.
 FH0981
 FH0981;                    North         East     Units Scale Factor Converg.
 FH0981;SPC AR N     -   124,307.389   186,101.777   MT  0.99993950   -1 22 15.2
 FH0981;SPC AR N     -   407,831.83    610,568.91   sFT  0.99993950   -1 22 15.2
 FH0981;SPC OK N     -    54,002.677   930,843.017   MT  1.00002745   +2 09 02.0
 FH0981;SPC OK N     -   177,173.78  3,053,940.80   sFT  1.00002745   +2 09 02.0
 FH0981;SPC OK S     -   238,636.870   930,854.635   MT  1.00004498   +2 04 06.5
 FH0981;SPC OK S     -   782,927.80  3,053,978.91   sFT  1.00004498   +2 04 06.5
 FH0981;UTM  15      - 3,921,657.201   376,921.076   MT  0.99978668   -0 47 10.1
 FH0981
 FH0981                          SUPERSEDED SURVEY CONTROL
 FH0981
 FH0981  NAD 83(1997)-  35 25 50.69058(N)    094 21 21.19458(W) AD(       ) 4
 FH0981  NAD 83(1986)-  35 25 50.68965(N)    094 21 21.18771(W) AD(       ) 4
 FH0981  NAD 27      -  35 25 50.36800(N)    094 21 20.41900(W) AD(       ) 3
 FH0981
 FH0981.Superseded values are not recommended for survey control.
 FH0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0981.See file dsdata.txt to determine how the superseded data were derived.
 FH0981
 FH0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7692121657(NAD 83)
 FH0981_MARKER: 55 = TOWER
 FH0981
 FH0981  HISTORY     - Date     Condition        Report By
 FH0981  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0981
 FH0981                          STATION DESCRIPTION
 FH0981
 FH0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0981'THIS INTERSECTION STATION IS THE TIP OF THE NORTHEASTERLY OF
 FH0981'TOWERS SUPPORTING AN OKLAHOMA GAS AND ELECTRIC COMPANY
 FH0981'TRANSMISSION LINE ACROSS THE ARKANSAS RIVER.  IT IS A SQUARE,
 FH0981'SKELETON STEEL TOWER AND IS UNPAINTED.  IT IS ABOUT 25 FEET
 FH0981'SQUARE AT THE BASE AND ABOUT 3 FEET SQUARE NEAR THE TOP.
 FH0981'
 FH0981'THE UPPER 10 FEET WHICH HOLDS THE INSULATOR BRACKETS IS
 FH0981'VERTICAL.  IT COMES TO A PEAK AT THE TOP.  IT IS ABOUT 135
 FH0981'FEET HIGH AND IS VERY PROMINENT IN THE RIVER VALLEY.  THE
 FH0981'SOUTHWESTERLY TOWER IS ABOUT THE SAME IN SIZE AND APPEARANCE.
 FH0981'
 FH0981'TOWER IS IN THE SOUTHEASTERN PART OF VAN BUREN, ABOUT 100 FEET
 FH0981'NE OF THE BANK OF THE ARKANSAS RIVER AND ABOUT 250 FEET SE
 FH0981'OF THE NE END OF THE U.S. HIGHWAY 71, BRIDGE OVER THE RIVER.
 FH0981'
 FH0981'THE ARKANSAS RIVER IS THE CRAWFORD-SEBASTIAN COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0158 ***********************************************************************
 FH0158  DESIGNATION -  VAN BUREN RESET
 FH0158  PID         -  FH0158
 FH0158  STATE/COUNTY-  AR/CRAWFORD
 FH0158  USGS QUAD   -  VAN BUREN (1997)
 FH0158
 FH0158                         *CURRENT SURVEY CONTROL
 FH0158  ___________________________________________________________________
 FH0158* NAD 83(1986)-  35 26 01.     (N)    094 21 22.     (W)     SCALED    
 FH0158* NAVD 88     -       125.919  (meters)     413.12   (feet)  ADJUSTED  
 FH0158  ___________________________________________________________________
 FH0158  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FH0158  DYNAMIC HT  -         125.801 (meters)     412.73  (feet)  COMP
 FH0158  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FH0158
 FH0158  VERT ORDER  -  FIRST     CLASS II
 FH0158
 FH0158.The horizontal coordinates were scaled from a topographic map and have
 FH0158.an estimated accuracy of +/- 6 seconds.
 FH0158
 FH0158.The orthometric height was determined by differential leveling
 FH0158.and adjusted by the National Geodetic Survey in June 1991..
 FH0158
 FH0158.The geoid height was determined by GEOID03.
 FH0158
 FH0158.The dynamic height is computed by dividing the NAVD 88
 FH0158.geopotential number by the normal gravity value computed on the
 FH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0158.degrees latitude (g = 980.6199 gals.).
 FH0158
 FH0158.The modeled gravity was interpolated from observed gravity values.
 FH0158
 FH0158;                    North         East    Units  Estimated Accuracy
 FH0158;SPC AR N     -   124,630.      186,090.      MT  (+/- 180 meters Scaled)
 FH0158
 FH0158                          SUPERSEDED SURVEY CONTROL
 FH0158
 FH0158  NGVD 29 (10/05/93)  125.828  (m)          412.82   (f) ADJUSTED    1 2
 FH0158
 FH0158.Superseded values are not recommended for survey control.
 FH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0158.See file dsdata.txt to determine how the superseded data were derived.
 FH0158
 FH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV769219(NAD 83)
 FH0158_MARKER: DB = BENCH MARK DISK
 FH0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0158_SP_SET: CONCRETE POST
 FH0158_STAMPING: VAN BUREN RESET 1941
 FH0158_MARK LOGO: CGS   
 FH0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0158+STABILITY: SURFACE MOTION
 FH0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0158+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1989
 FH0158
 FH0158  HISTORY     - Date     Condition        Report By
 FH0158  HISTORY     - 1941     MONUMENTED       LOCENG
 FH0158  HISTORY     - 1959     GOOD             NGS
 FH0158  HISTORY     - 1987     GOOD             USPSQD
 FH0158  HISTORY     - 1989     GOOD             USPSQD
 FH0158  HISTORY     - 19891102 GOOD             NGS
 FH0158
 FH0158                          STATION DESCRIPTION
 FH0158
 FH0158'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 FH0158'AT VAN BUREN.
 FH0158'AT VAN BUREN, CRAWFORD COUNTY, NEAR THE INTERSECTION OF NORTH
 FH0158'THIRD AND MAIN STREETS, ABOUT 50 FEET WEST OF THE WEST CORNER
 FH0158'OF THE COURTHOUSE, IN THE OCTAGONAL PLOT AT THE INTERSECTION
 FH0158'OF THE SIDEWALKS, AND 2 FEET SOUTHWEST OF THE CONCRETE BASE OF
 FH0158'A SUN DIAL.  A STANDARD DISK, STAMPED VAN BUREN RESET 1941 AND
 FH0158'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS
 FH0158'ESTABLISHED AND ITS ELEVATION DETERMINED BY THE CRAWFORD COUNTY
 FH0158'ENGINEER IN JUNE 1941.
 FH0158
 FH0158                          STATION RECOVERY (1959)
 FH0158
 FH0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0158'RECOVERED IN GOOD CONDITION.
 FH0158
 FH0158                          STATION RECOVERY (1987)
 FH0158
 FH0158'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0158'RECOVERED IN GOOD CONDITION.
 FH0158
 FH0158                          STATION RECOVERY (1989)
 FH0158
 FH0158'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 FH0158'RECOVERED IN GOOD CONDITION.
 FH0158
 FH0158                          STATION RECOVERY (1989)
 FH0158
 FH0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0158'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN VAN
 FH0158'BUREN, AT THE INTERSECTION OF 3RD AND MAIN STREETS, NEAR THE
 FH0158'SOUTHWEST EDGE OF AN OCTAGON PLOT AT THE INTERSECTION OF THREE
 FH0158'SIDEWALKS, 34.6 M (113.5 FT) SOUTHEAST OF THE CENTERLINE OF MAIN
 FH0158'STREET, 25.7 M (84.3 FT) NORTHEAST OF THE CENTERLINE OF 3RD STREET,
 FH0158'21.4 M (70.2 FT) WEST OF THE CENTER OF THE NORTHWEST ENTRANCE TO THE
 FH0158'COURTHOUSE, 0.6 M (2.0 FT) SOUTHWEST OF THE BASE OF A SUN DIAL, 0.6 M
 FH0158'(2.0 FT) ABOVE THE LEVEL OF MAIN STREET, AND IN A CONCRETE MONUMENT
 FH0158'THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0982 ***********************************************************************
 FH0982  DESIGNATION -  VAN BUREN SW TRANSM LINE TOWER
 FH0982  PID         -  FH0982
 FH0982  STATE/COUNTY-  AR/SEBASTIAN
 FH0982  USGS QUAD   -  VAN BUREN (1997)
 FH0982
 FH0982                         *CURRENT SURVEY CONTROL
 FH0982  ___________________________________________________________________
 FH0982* NAD 83(1997)-  35 25 37.65091(N)    094 21 38.96622(W)     ADJUSTED  
 FH0982* NAVD 88     -                                                        
 FH0982  ___________________________________________________________________
 FH0982  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 FH0982  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FH0982
 FH0982  HORZ ORDER  -  THIRD
 FH0982
 FH0982.The horizontal coordinates were established by classical geodetic methods
 FH0982.and adjusted by the National Geodetic Survey in September 1999..
 FH0982
 FH0982
 FH0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0982
 FH0982.The geoid height was determined by GEOID03.
 FH0982
 FH0982;                    North         East     Units Scale Factor Converg.
 FH0982;SPC AR N     -   123,916.550   185,644.063   MT  0.99993968   -1 22 25.5
 FH0982;SPC AR N     -   406,549.55    609,067.23   sFT  0.99993968   -1 22 25.5
 FH0982;SPC OK N     -    53,584.425   930,410.135   MT  1.00002826   +2 08 51.5
 FH0982;SPC OK N     -   175,801.57  3,052,520.58   sFT  1.00002826   +2 08 51.5
 FH0982;SPC OK S     -   238,219.231   930,421.148   MT  1.00004405   +2 03 56.4
 FH0982;SPC OK S     -   781,557.59  3,052,556.72   sFT  1.00004405   +2 03 56.4
 FH0982;UTM  15      - 3,921,261.771   376,467.444   MT  0.99978806   -0 47 20.1
 FH0982
 FH0982                          SUPERSEDED SURVEY CONTROL
 FH0982
 FH0982  NAD 83(1997)-  35 25 37.65584(N)    094 21 38.96486(W) AD(       ) 4
 FH0982  NAD 83(1986)-  35 25 37.65500(N)    094 21 38.95790(W) AD(       ) 4
 FH0982  NAD 27      -  35 25 37.33200(N)    094 21 38.19000(W) AD(       ) 3
 FH0982
 FH0982.Superseded values are not recommended for survey control.
 FH0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0982.See file dsdata.txt to determine how the superseded data were derived.
 FH0982
 FH0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7646721262(NAD 83)
 FH0982_MARKER: 55 = TOWER
 FH0982
 FH0982  HISTORY     - Date     Condition        Report By
 FH0982  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0982
 FH0982                          STATION DESCRIPTION
 FH0982
 FH0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0982'THIS INTERSECTION STATION IS THE TIP OF THE SOUTHWESTERLY
 FH0982'OF TWO TOWERS SUPPORTING AN OKLAHOMA GAS AND ELECTRIC COMPANY
 FH0982'TRANSMISSION LINE ACROSS THE ARKANSAS RIVER.  IT IS A SQUARE,
 FH0982'SKELETON STEEL TOWER AND IS UNPAINTED.  IT IS ABOUT 25 FEET
 FH0982'SQUARE AT THE BASE AND ABOUT 3 FEET SQUARE NEAR THE TOP.
 FH0982'THE UPPER 10 FEET WHICH HOLDS THE INSULATOR BRACKETS IS
 FH0982'VERTICAL.  IT COMES TO A PEAK AT THE TOP.  IT IS ABOUT 135 FEET
 FH0982'HIGH AND IS VERY PROMINENT IN THE RIVER VALLEY.  THE
 FH0982'NORTHEASTERLY TOWER IS ABOUT THE SAME IN SIZE AND
 FH0982'APPEARANCE.
 FH0982'
 FH0982'TOWER IS ABOUT 1 MILE S AND ACROSS THE RIVER FROM VAN BUREN,
 FH0982'ABOUT 100 FEET SW OF THE HIGH WATER BANK OF THE ARKANSAS
 FH0982'RIVER AND ABOUT 250 FEET SE OF THE SW END OF THE U.S. HIGHWAY
 FH0982'71 BRIDGE OVER THE RIVER.
 FH0982'
 FH0982'THE ARKANSAS RIVER IS THE SEBASTIAN-CRAWFORD COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0957 ***********************************************************************
 FH0957  DESIGNATION -  VAN BUREN TV STA KFSA MAST
 FH0957  PID         -  FH0957
 FH0957  STATE/COUNTY-  AR/CRAWFORD
 FH0957  USGS QUAD   -  RUDY (1983)
 FH0957
 FH0957                         *CURRENT SURVEY CONTROL
 FH0957  ___________________________________________________________________
 FH0957* NAD 83(1997)-  35 30 42.07140(N)    094 21 37.92487(W)     ADJUSTED  
 FH0957* NAVD 88     -                                                        
 FH0957  ___________________________________________________________________
 FH0957  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 FH0957  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FH0957
 FH0957  HORZ ORDER  -  THIRD
 FH0957
 FH0957.The horizontal coordinates were established by classical geodetic methods
 FH0957.and adjusted by the National Geodetic Survey in September 1999..
 FH0957
 FH0957
 FH0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0957
 FH0957.The geoid height was determined by GEOID03.
 FH0957
 FH0957;                    North         East     Units Scale Factor Converg.
 FH0957;SPC AR N     -   133,294.645   185,895.208   MT  0.99993673   -1 22 24.9
 FH0957;SPC AR N     -   437,317.51    609,891.19   sFT  0.99993673   -1 22 24.9
 FH0957;UTM  15      - 3,930,640.530   376,622.963   MT  0.99978758   -0 47 25.4
 FH0957
 FH0957                          SUPERSEDED SURVEY CONTROL
 FH0957
 FH0957  NAD 83(1997)-  35 30 42.07888(N)    094 21 37.92574(W) AD(       ) 4
 FH0957  NAD 83(1986)-  35 30 42.07608(N)    094 21 37.92290(W) AD(       ) 4
 FH0957  NAD 27      -  35 30 41.75485(N)    094 21 37.17521(W) AD(       ) 3
 FH0957
 FH0957.Superseded values are not recommended for survey control.
 FH0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0957.See file dsdata.txt to determine how the superseded data were derived.
 FH0957
 FH0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7662330641(NAD 83)
 FH0957_MARKER: 42 = RADIO/TV MAST
 FH0957
 FH0957  HISTORY     - Date     Condition        Report By
 FH0957  HISTORY     - 1971     FIRST OBSERVED   NGS
 FH0957  HISTORY     - 1978     GOOD             NGS
 FH0957
 FH0957                          STATION DESCRIPTION
 FH0957
 FH0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FH0957'THE STATION, FORT SMITH TELEVISION STATION KFSA MAST, IS THE LIGHT
 FH0957'ATOP A 1,173 FOOT TALL, TRIANGULAR STEEL, GUYED MAST, THAT IS
 FH0957'PAINTED ALTERNATELY RED AND WHITE.  IT IS LOCATED ABOUT 5 MILES
 FH0957'NORTH OF VAN BUREN.
 FH0957'
 FH0957'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 40
 FH0957'AND STATE HIGHWAY 59, NORTH OF VAN BUREN, GO NORTHWEST ON HIGHWAY 59
 FH0957'FOR 3.95 MILES TO A DIRT ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 FH0957'AND SOUTHWEST ON THE DIRT ROAD FOR 0.45 MILES TO THE STATION.
 FH0957
 FH0957                          STATION RECOVERY (1978)
 FH0957
 FH0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (VEN)
 FH0957'RECOVERED AS DESCRIBED.  NAME OF MAST IS NOW KFSM.
 FH0957'
 FH0957'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI N OF VAN
 FH0957'BUREN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1972 ***********************************************************************
 FF1972  DESIGNATION -  VANCE SENIOR
 FF1972  PID         -  FF1972
 FF1972  STATE/COUNTY-  AR/CRITTENDEN
 FF1972  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1972
 FF1972                         *CURRENT SURVEY CONTROL
 FF1972  ___________________________________________________________________
 FF1972* NAD 83(1997)-  35 08 30.50928(N)    090 04 26.84667(W)     ADJUSTED  
 FF1972* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 FF1972  ___________________________________________________________________
 FF1972  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FF1972  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1972
 FF1972  HORZ ORDER  -  SECOND
 FF1972
 FF1972.The horizontal coordinates were established by classical geodetic methods
 FF1972.and adjusted by the National Geodetic Survey in September 1999..
 FF1972
 FF1972.The orthometric height was scaled from a topographic map.
 FF1972
 FF1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1972
 FF1972.The geoid height was determined by GEOID03.
 FF1972
 FF1972;                    North         East     Units Scale Factor Converg.
 FF1972;SPC AR N     -    91,409.759   575,488.603   MT  0.99996556   +1 07 14.4
 FF1972;SPC AR N     -   299,900.18  1,888,082.19   sFT  0.99996556   +1 07 14.4
 FF1972;SPC TN       -    97,428.108   228,822.940   MT  1.00002085   -2 23 06.6
 FF1972;SPC TN       -   319,645.38    750,729.93   sFT  1.00002085   -2 23 06.6
 FF1972;UTM  15      - 3,892,688.977   766,568.984   MT  1.00047584   +1 41 06.5
 FF1972;UTM  16      - 3,893,096.548   219,920.212   MT  1.00056689   -1 46 14.2
 FF1972
 FF1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1972!SPC AR N     -   0.99999392  x   0.99996556  =   0.99995948
 FF1972!SPC TN       -   0.99999392  x   1.00002085  =   1.00001477
 FF1972!UTM  15      -   0.99999392  x   1.00047584  =   1.00046975
 FF1972!UTM  16      -   0.99999392  x   1.00056689  =   1.00056080
 FF1972
 FF1972:                Primary Azimuth Mark                     Grid Az
 FF1972:SPC AR N     -  HOPEFIELD                                033 36 50.9
 FF1972:SPC TN       -  HOPEFIELD                                037 07 11.9
 FF1972:UTM  15      -  HOPEFIELD                                033 02 58.8
 FF1972:UTM  16      -  HOPEFIELD                                036 30 19.5
 FF1972
 FF1972|---------------------------------------------------------------------|
 FF1972| PID    Reference Object                     Distance      Geod. Az  |
 FF1972|                                                           dddmmss.s |
 FF1972| FF1971 HOPEFIELD                           APPROX. 0.9 KM 0344405.3 |
 FF1972|---------------------------------------------------------------------|
 FF1972
 FF1972                          SUPERSEDED SURVEY CONTROL
 FF1972
 FF1972  NAD 83(1997)-  35 08 30.50932(N)    090 04 26.84648(W) AD(       ) 2
 FF1972  NAD 83(1997)-  35 08 30.51154(N)    090 04 26.84564(W) AD(       ) 2
 FF1972  NAD 83(1997)-  35 08 30.51500(N)    090 04 26.84581(W) AD(       ) 2
 FF1972  NAD 83(1986)-  35 08 30.51971(N)    090 04 26.84754(W) AD(       ) 2
 FF1972  NAD 27      -  35 08 30.19500(N)    090 04 26.51000(W) AD(       ) 2
 FF1972
 FF1972.Superseded values are not recommended for survey control.
 FF1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1972.See file dsdata.txt to determine how the superseded data were derived.
 FF1972
 FF1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6656992689(NAD 83)
 FF1972_MARKER: V = STONE MONUMENT
 FF1972_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FF1972_SP_SET: OBJECT IMBEDDED IN GROUND
 FF1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1972
 FF1972  HISTORY     - Date     Condition        Report By
 FF1972  HISTORY     - 1914     MONUMENTED       MRC
 FF1972
 FF1972                          STATION DESCRIPTION
 FF1972
 FF1972'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1914 (EHP)
 FF1972'IN CULTIVATED FIELD ABOUT 3/4 MILE ABOVE MEMPHIS BRIDGE, 300
 FF1972'METERS (984 FEET) FROM RIVER, 160 METERS (525 FEET) FROM EAST BANK
 FF1972'OF HOPEFIELD LAKE, AND ABOUT 240 METERS (787 FEET) SOUTHWEST
 FF1972'OF LOWER OF TWO BUILDINGS.  MARKED BY STONE POST PROJECTING
 FF1972'18 INCHES ABOVE GROUND.  P.B.M. REFERENCE STONE A, PROJECTING
 FF1972'5 INCHES ABOVE GROUND, IS IN CULTIVATED FIELD ABOUT 3/4 MILE
 FF1972'ABOVE MEMPHIS BRIDGE, ABOUT 370 METERS (1,214 FEET) FROM
 FF1972'RIVER BANK, 60 METERS (197 FEET) FROM TIMBER ALONG EAST
 FF1972'BANK OF HOPEFIELD LAKE, AND 78.4 METERS (257 FEET) FROM
 FF1972'STATION, N 38 DEG W.  P.B.M. REFERENCE
 FF1972'STONE B, SLIGHTLY INCLINED AND WITHOUT BOLT, PROJECTING
 FF1972'ABOUT 14 INCHES ABOVE GROUND, IS IN CULTIVATED FIELD ABOUT
 FF1972'3/4 MILE ABOVE MEMPHIS BRIDGE, ABOUT 230 METERS (755
 FF1972'FEET) FROM RIVER BANK, ABOUT MIDWAY BETWEEN HOPEFIELD LAKE
 FF1972'AND RIVER BANK, AND 70.2 METERS (230 FEET) FROM STATION,
 FF1972'S 67 DEG 44 MIN E.  P.B.M. REFERENCE STONE C,
 FF1972'WITHOUT BOLT AND PROJECTING ABOUT 6 INCHES ABOVE GROUND, IS
 FF1972'IN CULTIVATED FIELD ABOUT 3/4 MILE ABOVE MEMPHIS BRIDGE, ABOUT
 FF1972'320 METERS (1,050 FEET) FROM RIVER BANK, ABOUT 60 METERS (197
 FF1972'FEET) EAST OF TIMBER ALONG EAST SIDE OF HOPEFIELD LAKE, 1/2
 FF1972'METER (2 FEET) NORTHWEST OF FENCE, AND 128 METERS (420 FEET)
 FF1972'SOUTHWEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2034 ***********************************************************************
 EJ2034  DESIGNATION -  VANDERSLICE
 EJ2034  PID         -  EJ2034
 EJ2034  STATE/COUNTY-  AR/MONTGOMERY
 EJ2034  USGS QUAD   -  STORY (1986)
 EJ2034
 EJ2034                         *CURRENT SURVEY CONTROL
 EJ2034  ___________________________________________________________________
 EJ2034* NAD 83(1997)-  34 38 59.51837(N)    093 30 24.99970(W)     ADJUSTED  
 EJ2034* NAVD 88     -       327.6    (meters)    1075.     (feet)  VERTCON   
 EJ2034  ___________________________________________________________________
 EJ2034  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 EJ2034  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 EJ2034
 EJ2034  HORZ ORDER  -  SECOND
 EJ2034
 EJ2034.The horizontal coordinates were established by classical geodetic methods
 EJ2034.and adjusted by the National Geodetic Survey in September 1999..
 EJ2034
 EJ2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2034
 EJ2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2034
 EJ2034.The geoid height was determined by GEOID03.
 EJ2034
 EJ2034;                    North         East     Units Scale Factor Converg.
 EJ2034;SPC AR S     -   620,983.533   261,858.695   MT  0.99997604   -0 50 36.3
 EJ2034;SPC AR S     - 2,037,343.47    859,114.74   sFT  0.99997604   -0 50 36.3
 EJ2034;SPC AR N     -    36,174.739   261,846.421   MT  1.00006780   -0 52 36.8
 EJ2034;SPC AR N     -   118,683.29    859,074.47   sFT  1.00006780   -0 52 36.8
 EJ2034;UTM  15      - 3,834,332.530   453,544.088   MT  0.99962660   -0 17 17.6
 EJ2034
 EJ2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2034!SPC AR S     -   0.99995307  x   0.99997604  =   0.99992911
 EJ2034!SPC AR N     -   0.99995307  x   1.00006780  =   1.00002087
 EJ2034!UTM  15      -   0.99995307  x   0.99962660  =   0.99957969
 EJ2034
 EJ2034|---------------------------------------------------------------------|
 EJ2034| PID    Reference Object                     Distance      Geod. Az  |
 EJ2034|                                                           dddmmss.s |
 EJ2034| CX7312 VANDERSLICE RM 1                     11.845 METERS 02722     |
 EJ2034| EJ2001 HIGH                                APPROX.21.6 KM 2044438.1 |
 EJ2034| EJ2032 VANDERSLICE LOOKOUT TOWER             9.928 METERS 26144     |
 EJ2034| CX7313 VANDERSLICE RM 2                     17.109 METERS 29139     |
 EJ2034|---------------------------------------------------------------------|
 EJ2034
 EJ2034                          SUPERSEDED SURVEY CONTROL
 EJ2034
 EJ2034  NAD 83(1997)-  34 38 59.52795(N)    093 30 24.99495(W) AD(       ) 2
 EJ2034  NAD 83(1986)-  34 38 59.52856(N)    093 30 24.99266(W) AD(       ) 2
 EJ2034  NAD 27      -  34 38 59.18220(N)    093 30 24.30470(W) AD(       ) 2
 EJ2034  NGVD 29 (07/19/86)  327.6    (m)         1075.     (f) VERT ANG       
 EJ2034
 EJ2034.Superseded values are not recommended for survey control.
 EJ2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2034.See file dsdata.txt to determine how the superseded data were derived.
 EJ2034
 EJ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5354434333(NAD 83)
 EJ2034_MARKER: DS = TRIANGULATION STATION DISK
 EJ2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2034
 EJ2034  HISTORY     - Date     Condition        Report By
 EJ2034  HISTORY     - 1956     MONUMENTED       CGS
 EJ2034  HISTORY     - 1961     GOOD             CGS
 EJ2034
 EJ2034                          STATION DESCRIPTION
 EJ2034
 EJ2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2034'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST AT THE
 EJ2034'SITE OF THE VANDERSLICE LOOKOUT TOWER.  IT IS ABOUT 9.5 MILES
 EJ2034'NORTHEAST OF MT. IDA, 3 MILES SOUTH-SOUTHEAST OF STORY AND
 EJ2034'1-3/4 MILES EAST OF THE COMMUNITY OF WASHITA.
 EJ2034'
 EJ2034'TO REACH THE STATION FROM THE POST OFFICE IN STORY, DRIVE
 EJ2034'EAST ON BLADED ROAD FOR 0.15 MILE TO A Y-FORK.  KEEP LEFT
 EJ2034'FORK AND CONTINUE FOR 1.25 MILES TO A CROSSROAD.  KEEP STRAIGHT
 EJ2034'AHEAD, EAST, FOR 0.2 MILE TO A Y-FORK.  TAKE RIGHT FORK
 EJ2034'AND DRIVE SOUTHEASTERLY FOR 1.65 MILES TO A Y-FORK.  KEEP
 EJ2034'RIGHT FORK AND DRIVE SOUTHEASTERLY FOR 0.4 MILE TO A SIDE
 EJ2034'ROAD ON THE RIGHT AT SIGN, VANDERSLICE TOWER 6.  TURN RIGHT
 EJ2034'AND DRIVE SOUTH AND WEST FOR 4.7 MILES TO THE END OF THE
 EJ2034'ROAD AT THE WEST END OF THE SUMMIT OF MOUNTAIN AND STATION.
 EJ2034'
 EJ2034'THE STATION MARK AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS.
 EJ2034'
 EJ2034'THE STATION MARK, STAMPED VANDERSLICE 1956, IS SET IN THE
 EJ2034'TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 EJ2034'AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EJ2034'IT IS 22.3 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT
 EJ2034'TOWER.
 EJ2034'
 EJ2034'REFERENCE MARK 1, STAMPED VANDERSLICE NO 1 1956, IS CEMENTED
 EJ2034'IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT
 EJ2034'12 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED
 EJ2034'ON THE NORTH SLOPE OF THE MOUNTAIN, ABOUT 3 FEET LOWER IN
 EJ2034'ELEVATION THAN THE STATION MARK.
 EJ2034'
 EJ2034'REFERENCE MARK 2, STAMPED VANDERSLICE NO 2 1956, IS SET IN THE TOP
 EJ2034'OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 EJ2034'AND PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 EJ2034'IT IS 20 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 EJ2034'LOOKOUT TOWER AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 EJ2034'THE STATION MARK.
 EJ2034'
 EJ2034'A SUITABLE LOCATION FOR AN AZIMUTH MARK WAS NOT FOUND.
 EJ2034
 EJ2034                          STATION RECOVERY (1961)
 EJ2034
 EJ2034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ2034'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2034'CONDTION.
 EJ2034'
 EJ2034'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2032 ***********************************************************************
 EJ2032  DESIGNATION -  VANDERSLICE LOOKOUT TOWER
 EJ2032  PID         -  EJ2032
 EJ2032  STATE/COUNTY-  AR/MONTGOMERY
 EJ2032  USGS QUAD   -  STORY (1986)
 EJ2032
 EJ2032                         *CURRENT SURVEY CONTROL
 EJ2032  ___________________________________________________________________
 EJ2032* NAD 83(1997)-  34 38 59.47201(N)    093 30 25.38551(W)     ADJUSTED  
 EJ2032* NAVD 88     -                                                        
 EJ2032  ___________________________________________________________________
 EJ2032  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 EJ2032  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 EJ2032
 EJ2032  HORZ ORDER  -  THIRD
 EJ2032
 EJ2032.The horizontal coordinates were established by classical geodetic methods
 EJ2032.and adjusted by the National Geodetic Survey in September 1999..
 EJ2032
 EJ2032
 EJ2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2032
 EJ2032.The geoid height was determined by GEOID03.
 EJ2032
 EJ2032;                    North         East     Units Scale Factor Converg.
 EJ2032;SPC AR S     -   620,982.249   261,848.850   MT  0.99997603   -0 50 36.5
 EJ2032;SPC AR S     - 2,037,339.26    859,082.44   sFT  0.99997603   -0 50 36.5
 EJ2032;SPC AR N     -    36,173.461   261,836.575   MT  1.00006781   -0 52 37.0
 EJ2032;SPC AR N     -   118,679.10    859,042.16   sFT  1.00006781   -0 52 37.0
 EJ2032;UTM  15      - 3,834,331.151   453,534.259   MT  0.99962661   -0 17 17.9
 EJ2032
 EJ2032                          SUPERSEDED SURVEY CONTROL
 EJ2032
 EJ2032  NAD 83(1997)-  34 38 59.48159(N)    093 30 25.38076(W) AD(       ) 4
 EJ2032  NAD 83(1986)-  34 38 59.48220(N)    093 30 25.37847(W) AD(       ) 4
 EJ2032  NAD 27      -  34 38 59.13600(N)    093 30 24.69000(W) AD(       ) 3
 EJ2032
 EJ2032.Superseded values are not recommended for survey control.
 EJ2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2032.See file dsdata.txt to determine how the superseded data were derived.
 EJ2032
 EJ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5353434331(NAD 83)
 EJ2032_MARKER: 57 = LOOKOUT TOWER
 EJ2032
 EJ2032  HISTORY     - Date     Condition        Report By
 EJ2032  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ2032
 EJ2032                          STATION DESCRIPTION
 EJ2032
 EJ2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2032'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST,
 EJ2032'AT THE WEST END OF AN EAST-WEST RIDGE.  IT IS ABOUT 9.5
 EJ2032'MILES NORTHWEST OF MT. IDA, 3 MILES SOUTH-SOUTHEAST OF STORY
 EJ2032'AND 2 MILES EAST OF THE VILLAGE OF WASHITA.
 EJ2032'
 EJ2032'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER, WHICH
 EJ2032'IS 32.57 FEET, 9.928 METERS, WEST-SOUTHWEST OF TRIANGULATION
 EJ2032'STATION VANDERSLICE.  THE LOOKOUT CONSISTS OF A LOOKOUT HOUSE
 EJ2032'ABOUT 15 FEET SQUARE WHICH IS SUPPORTED BY FOUR STEEL LEGS
 EJ2032'AND RISES TO A HEIGHT OF ABOUT 47.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0691 ***********************************************************************
 FF0691  DESIGNATION -  VANNDALE
 FF0691  PID         -  FF0691
 FF0691  STATE/COUNTY-  AR/CROSS
 FF0691  USGS QUAD   -  VANNDALE (1984)
 FF0691
 FF0691                         *CURRENT SURVEY CONTROL
 FF0691  ___________________________________________________________________
 FF0691* NAD 83(1997)-  35 19 49.59727(N)    090 45 37.50807(W)     ADJUSTED  
 FF0691* NAVD 88     -       122.061  (meters)     400.46   (feet)  ADJUSTED  
 FF0691  ___________________________________________________________________
 FF0691  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FF0691  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0691  DYNAMIC HT  -         121.952 (meters)     400.10  (feet)  COMP
 FF0691  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FF0691
 FF0691  HORZ ORDER  -  THIRD
 FF0691  VERT ORDER  -  FIRST     CLASS II
 FF0691
 FF0691.The horizontal coordinates were established by classical geodetic methods
 FF0691.and adjusted by the National Geodetic Survey in September 1999..
 FF0691
 FF0691.The orthometric height was determined by differential leveling
 FF0691.and adjusted by the National Geodetic Survey in June 1991..
 FF0691
 FF0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0691
 FF0691.The geoid height was determined by GEOID03.
 FF0691
 FF0691.The dynamic height is computed by dividing the NAVD 88
 FF0691.geopotential number by the normal gravity value computed on the
 FF0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0691.degrees latitude (g = 980.6199 gals.).
 FF0691
 FF0691.The modeled gravity was interpolated from observed gravity values.
 FF0691
 FF0691;                    North         East     Units Scale Factor Converg.
 FF0691;SPC AR N     -   111,330.064   512,693.192   MT  0.99994569   +0 43 16.7
 FF0691;SPC AR N     -   365,255.38  1,682,060.91   sFT  0.99994569   +0 43 16.7
 FF0691;UTM  15      - 3,911,990.342   703,557.811   MT  1.00011067   +1 17 44.1
 FF0691
 FF0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0691!SPC AR N     -   0.99998514  x   0.99994569  =   0.99993083
 FF0691!UTM  15      -   0.99998514  x   1.00011067  =   1.00009581
 FF0691
 FF0691|---------------------------------------------------------------------|
 FF0691| PID    Reference Object                     Distance      Geod. Az  |
 FF0691|                                                           dddmmss.s |
 FF0691| FF0692 VANNDALE RM 2                        18.971 METERS 00802     |
 FF0691| FF0693 VANNDALE RM 1                        15.996 METERS 10255     |
 FF0691| FF0690 U 242                                              2760831.9 |
 FF0691|---------------------------------------------------------------------|
 FF0691
 FF0691                          SUPERSEDED SURVEY CONTROL
 FF0691
 FF0691  NAD 83(1997)-  35 19 49.60069(N)    090 45 37.50632(W) AD(       ) 3
 FF0691  NAD 83(1986)-  35 19 49.60927(N)    090 45 37.50760(W) AD(       ) 3
 FF0691  NAD 27      -  35 19 49.30000(N)    090 45 37.10210(W) AD(       ) 3
 FF0691  NGVD 29 (??/??/??)  122.022  (m)          400.33   (f) ADJUSTED    1 2
 FF0691
 FF0691.Superseded values are not recommended for survey control.
 FF0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0691.See file dsdata.txt to determine how the superseded data were derived.
 FF0691
 FF0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0355811990(NAD 83)
 FF0691_MARKER: DS = TRIANGULATION STATION DISK
 FF0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0691_STAMPING: VANNDALE 1954
 FF0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0691+STABILITY: SURFACE MOTION
 FF0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0691+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 FF0691
 FF0691  HISTORY     - Date     Condition        Report By
 FF0691  HISTORY     - 1954     MONUMENTED       CGS
 FF0691  HISTORY     - 1956     GOOD             CGS
 FF0691  HISTORY     - 20030505 GOOD             USACE
 FF0691
 FF0691                          STATION DESCRIPTION
 FF0691
 FF0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF0691'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF VANNDALE, 0.3
 FF0691'MILE EAST OF A GRAVEL PIT, IN THE SOUTHEAST 1/4 OF SECTION
 FF0691'10, T 8 N, R 3 E, ON THE HIGHEST GROUND IN THE IMMEDIATE
 FF0691'VICINITY.  IT IS 30 FEET SOUTH OF THE CENTER OF A GRAVELED
 FF0691'ROAD AND 5 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.
 FF0691'
 FF0691'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SCHOOL
 FF0691'YARD IN VANNDALE, GO NORTHERLY ON STATE HIGHWAY 1 FOR 1.2
 FF0691'MILES TO A T-JUNCTION, TURN RIGHT AND GO EAST FOR 0.35 MILE
 FF0691'TO A RAILROAD CROSSING AND THE AZIMUTH MARK ON THE LEFT,
 FF0691'CONTINUE EASTERLY FOR 0.15 MILE TO A Y-JUNCTION AT THE NORTHEAST
 FF0691'CORNER OF A GRAVEL PIT, BEAR LEFT AND CONTINUE EAST FOR 0.3
 FF0691'MILE TO THE STATION.
 FF0691'
 FF0691'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF0691'VANNDALE 1954.
 FF0691'
 FF0691'REFERENCE MARK 1 IS 24 FEET SOUTH OF THE CENTER OF THE GRAVEL
 FF0691'ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF0691'VANNDALE NO 1 1954.
 FF0691'
 FF0691'REFERENCE MARK 2 IS 25 FEET NORTH OF THE CENTER OF THE GRAVEL
 FF0691'ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 FF0691'VANNDALE NO 2 1954.
 FF0691'
 FF0691'BENCH MARK U 242 WAS ESTABLISHED FOR AN AZIMUTH MARK AND
 FF0691'IT IS 35 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 15
 FF0691'FEET NORTH OF THE CENTER OF THE ROAD, 3 FEET SOUTHEAST OF
 FF0691'A FENCE CORNER AND 6 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS
 FF0691'POST.  THE MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 FF0691'6 X 6 INCH CONCRETE POST THAT PROJECTS 10 INCHES.  THE DISK
 FF0691'IS STAMPED U 242 1938.
 FF0691'
 FF0691'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF0691
 FF0691                          STATION RECOVERY (1956)
 FF0691
 FF0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0691'1.7 MI NE FROM VANNDALE.
 FF0691'ABOUT 1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0691'THE ROAD CROSSING AT VANNDALE, THENCE ABOUT 0.25 MILE EAST
 FF0691'ALONG A GRAVEL ROAD TO A ROAD FORK AT GRAVEL PIT, THENCE TAKING
 FF0691'LEFT FORK AND 0.25 MILE EAST ALONG A ROAD TO THE TOP OF A HILL,
 FF0691'AT THE TOP OF GRADE, 32 1/2 FEET SOUTH OF CENTER LINE OF ROAD,
 FF0691'62.24 FEET SOUTH AND ACROSS ROAD FROM RM NO. 2, 52.48 FEET WEST
 FF0691'OF RM NO. 1, 6 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0691'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0691'PROJECTING 6 INCHES.
 FF0691
 FF0691                          STATION RECOVERY (2003)
 FF0691
 FF0691'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1534 ***********************************************************************
 EH1534  DESIGNATION -  VARNER AZ MK
 EH1534  PID         -  EH1534
 EH1534  STATE/COUNTY-  AR/LINCOLN
 EH1534  USGS QUAD   -  GRADY (1975)
 EH1534
 EH1534                         *CURRENT SURVEY CONTROL
 EH1534  ___________________________________________________________________
 EH1534* NAD 83(1986)-  34 02 34.     (N)    091 37 36.     (W)     SCALED    
 EH1534* NAVD 88     -        54.836  (meters)     179.91   (feet)  ADJUSTED  
 EH1534  ___________________________________________________________________
 EH1534  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EH1534  DYNAMIC HT  -          54.782 (meters)     179.73  (feet)  COMP
 EH1534  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 EH1534
 EH1534  VERT ORDER  -  FIRST     CLASS II
 EH1534
 EH1534.The horizontal coordinates were scaled from a topographic map and have
 EH1534.an estimated accuracy of +/- 6 seconds.
 EH1534
 EH1534.The orthometric height was determined by differential leveling
 EH1534.and adjusted by the National Geodetic Survey in August 1993..
 EH1534
 EH1534.The geoid height was determined by GEOID03.
 EH1534
 EH1534.The dynamic height is computed by dividing the NAVD 88
 EH1534.geopotential number by the normal gravity value computed on the
 EH1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1534.degrees latitude (g = 980.6199 gals.).
 EH1534
 EH1534.The modeled gravity was interpolated from observed gravity values.
 EH1534
 EH1534;                    North         East    Units  Estimated Accuracy
 EH1534;SPC AR S     -   552,690.      434,470.      MT  (+/- 180 meters Scaled)
 EH1534
 EH1534                          SUPERSEDED SURVEY CONTROL
 EH1534
 EH1534  NAVD 88 (06/15/91)   54.836  (m)          179.91   (f) UNKNOWN     1 2
 EH1534  NGVD 29 (??/??/??)   54.909  (m)          180.15   (f) ADJUSTED    1 2
 EH1534
 EH1534.Superseded values are not recommended for survey control.
 EH1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1534.See file dsdata.txt to determine how the superseded data were derived.
 EH1534
 EH1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT267677(NAD 83)
 EH1534_MARKER: DZ = AZIMUTH MARK DISK
 EH1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1534_STAMPING: VARNER 1940
 EH1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1534+STABILITY: SURFACE MOTION
 EH1534
 EH1534  HISTORY     - Date     Condition        Report By
 EH1534  HISTORY     - 1940     MONUMENTED       CGS
 EH1534  HISTORY     - 1954     GOOD             CGS
 EH1534  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1534
 EH1534                          STATION DESCRIPTION
 EH1534
 EH1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1534'0.5 MI NW FROM VARNER.
 EH1534'0.5 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1534'STATION SIGN AT VARNER, 139 FEET NORTHEAST OF THE NORTHEAST RAIL, 47
 EH1534'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 65, 1 FOOT SOUTHWEST
 EH1534'OF A WITNESS POST, 0.5 MILE NORTHWEST OF TRIANGULATION STATION VARNER
 EH1534'1940, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 EH1534'THE GROUND.
 EH1534
 EH1534                          STATION RECOVERY (1984)
 EH1534
 EH1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1534'NOT RECOVERED.  PRESUMED KNOCKED OUT BY FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2010 ***********************************************************************
 EJ2010  DESIGNATION -  VAUGHN
 EJ2010  PID         -  EJ2010
 EJ2010  STATE/COUNTY-  AR/PIKE
 EJ2010  USGS QUAD   -  MURFREESBORO (1970)
 EJ2010
 EJ2010                         *CURRENT SURVEY CONTROL
 EJ2010  ___________________________________________________________________
 EJ2010* NAD 83(1997)-  34 03 45.35039(N)    093 38 04.73306(W)     ADJUSTED  
 EJ2010* NAVD 88     -       190.4    (meters)     625.     (feet)  VERTCON   
 EJ2010  ___________________________________________________________________
 EJ2010  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 EJ2010  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EJ2010
 EJ2010  HORZ ORDER  -  SECOND
 EJ2010
 EJ2010.The horizontal coordinates were established by classical geodetic methods
 EJ2010.and adjusted by the National Geodetic Survey in September 1999..
 EJ2010
 EJ2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2010
 EJ2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2010
 EJ2010.The geoid height was determined by GEOID03.
 EJ2010
 EJ2010;                    North         East     Units Scale Factor Converg.
 EJ2010;SPC AR S     -   556,030.411   249,112.949   MT  0.99991859   -0 54 53.6
 EJ2010;SPC AR S     - 1,824,243.11    817,298.07   sFT  0.99991859   -0 54 53.6
 EJ2010;UTM  15      - 3,769,278.358   441,434.202   MT  0.99964228   -0 21 19.7
 EJ2010
 EJ2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2010!SPC AR S     -   0.99997439  x   0.99991859  =   0.99989298
 EJ2010!UTM  15      -   0.99997439  x   0.99964228  =   0.99961668
 EJ2010
 EJ2010|---------------------------------------------------------------------|
 EJ2010| PID    Reference Object                     Distance      Geod. Az  |
 EJ2010|                                                           dddmmss.s |
 EJ2010| CX7315 VAUGHN RM 1                          10.689 METERS 19639     |
 EJ2010| CX7316 VAUGHN RM 2                          16.194 METERS 29648     |
 EJ2010| CX7314 VAUGHN AZ MK                                       3304255.5 |
 EJ2010|---------------------------------------------------------------------|
 EJ2010
 EJ2010                          SUPERSEDED SURVEY CONTROL
 EJ2010
 EJ2010  NAD 83(1997)-  34 03 45.35800(N)    093 38 04.72752(W) AD(       ) 2
 EJ2010  NAD 83(1986)-  34 03 45.35963(N)    093 38 04.72414(W) AD(       ) 2
 EJ2010  NAD 27      -  34 03 44.97530(N)    093 38 04.06480(W) AD(       ) 2
 EJ2010  NGVD 29 (07/19/86)  190.4    (m)          625.     (f) VERT ANG       
 EJ2010
 EJ2010.Superseded values are not recommended for survey control.
 EJ2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2010.See file dsdata.txt to determine how the superseded data were derived.
 EJ2010
 EJ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4143469278(NAD 83)
 EJ2010_MARKER: DS = TRIANGULATION STATION DISK
 EJ2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2010
 EJ2010  HISTORY     - Date     Condition        Report By
 EJ2010  HISTORY     - 1957     MONUMENTED       CGS
 EJ2010  HISTORY     - 1962     GOOD             CGS
 EJ2010  HISTORY     - 19690418 GOOD             USGS
 EJ2010
 EJ2010                          STATION DESCRIPTION
 EJ2010
 EJ2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ2010'THE STATION IS LOCATED ABOUT 3 MILES EAST OF MURFREESBORO
 EJ2010'ON A TIMBERED RIDGE, 39 FEET NORTH OF THE CENTER OF A BLADED
 EJ2010'ROAD AND 6 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  THE
 EJ2010'MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 EJ2010'IS STAMPED VAUGHN 1957.
 EJ2010'
 EJ2010'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE CENTER OF A
 EJ2010'BLADED ROAD AND 10 FEET EAST OF A 15-INCH OAK TREE MARKED
 EJ2010'BY A TRIANGULAR BLAZE.  THE MARK PROJECTS 5 INCHES ABOVE
 EJ2010'THE SURFACE OF THE GROUND AND IS STAMPED VAUGHN NO 1 1957.
 EJ2010'
 EJ2010'REFERENCE MARK NO. 2 IS 11 FEET NORTH OF THE CENTER OF A
 EJ2010'BLADED ROAD.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE
 EJ2010'OF THE GROUND AND IS STAMPED VAUGHN NO 2 1957.
 EJ2010'
 EJ2010'AZIMUTH MARK IS 41 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 EJ2010'NO. 26, 16 FEET EAST OF A FENCE CORNER, 2 FEET EAST OF A
 EJ2010'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 EJ2010'5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 EJ2010'VAUGHN 1957.
 EJ2010'
 EJ2010'TO REACH THE STATION FROM THE COURTHOUSE IN MURFREESBORO,
 EJ2010'GO NORTH AND NORTHEAST ON STATE HIGHWAYS NO. 26 AND 27 FOR
 EJ2010'1.1 MILES TO JUNCTION, TURN RIGHT ON STATE HIGHWAY NO. 26
 EJ2010'AND GO EASTERLY FOR 2.2 MILES TO A SIDE ROAD ON THE RIGHT
 EJ2010'AND AZIMUTH MARK AS DESCRIBED, TURN RIGHT ON A BLADED ROAD
 EJ2010'AND GO SOUTH FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT, TURN
 EJ2010'LEFT ON A BLADED ROAD AND GO EASTERLY FOR 0.7 MILE TO THE
 EJ2010'STATION AS DESCRIBED.
 EJ2010'
 EJ2010'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 EJ2010
 EJ2010                          STATION RECOVERY (1962)
 EJ2010
 EJ2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EJ2010'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2010'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 EJ2010'IS ADEQUATE FOR RECOVERY.
 EJ2010
 EJ2010                          STATION RECOVERY (1969)
 EJ2010
 EJ2010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ2010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0661 ***********************************************************************
 GG0661  DESIGNATION -  VAUGHN
 GG0661  PID         -  GG0661
 GG0661  STATE/COUNTY-  AR/BENTON
 GG0661  USGS QUAD   -  CENTERTON (1982)
 GG0661
 GG0661                         *CURRENT SURVEY CONTROL
 GG0661  ___________________________________________________________________
 GG0661* NAD 83(1997)-  36 18 59.75232(N)    094 21 04.84497(W)     ADJUSTED  
 GG0661* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 GG0661  ___________________________________________________________________
 GG0661  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GG0661  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GG0661
 GG0661  HORZ ORDER  -  SECOND
 GG0661
 GG0661.The horizontal coordinates were established by classical geodetic methods
 GG0661.and adjusted by the National Geodetic Survey in September 1999..
 GG0661
 GG0661.The orthometric height was scaled from a topographic map.
 GG0661
 GG0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0661
 GG0661.The geoid height was determined by GEOID03.
 GG0661
 GG0661;                    North         East     Units Scale Factor Converg.
 GG0661;SPC AR N     -   222,556.613   188,860.989   MT  1.00001752   -1 22 05.7
 GG0661;SPC AR N     -   730,171.15    619,621.43   sFT  1.00001752   -1 22 05.7
 GG0661;UTM  15      - 4,019,912.046   378,691.697   MT  0.99978131   -0 48 01.5
 GG0661
 GG0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0661!SPC AR N     -   0.99993644  x   1.00001752  =   0.99995396
 GG0661!UTM  15      -   0.99993644  x   0.99978131  =   0.99971776
 GG0661
 GG0661:                Primary Azimuth Mark                     Grid Az
 GG0661:SPC AR N     -  RICE                                     035 57 40.3
 GG0661:UTM  15      -  RICE                                     035 23 36.1
 GG0661
 GG0661|---------------------------------------------------------------------|
 GG0661| PID    Reference Object                     Distance      Geod. Az  |
 GG0661|                                                           dddmmss.s |
 GG0661| GG0659 RICE                                APPROX.10.0 KM 0343534.6 |
 GG0661| GG0593 AIRPORT BEACON ROGERS MUN APT       APPROX.22.5 KM 0761740.3 |
 GG0661| GG0600 LOWELL STEELE CANNING CO TANK       APPROX.20.9 KM 1091502.9 |
 GG0661| GG0649 SPRINGDALE MUNICIPAL TANK           APPROX.24.7 KM 1253458.7 |
 GG0661| GG0650 SPRINGDALE NEW MUNICIPAL TANK       APPROX.24.0 KM 1260228.2 |
 GG0661| GG0653 SPRINGDALE HEEKIN CO TANK           APPROX.25.3 KM 1291010.2 |
 GG0661| GG0652 SPRINGDALE RALSTON PURINA TANK      APPROX.25.4 KM 1305758.8 |
 GG0661| CI3513 VAUGHN RM 3                                        24746     |
 GG0661| CI3511 VAUGHN RM 1                          16.651 METERS 24846     |
 GG0661| CI3512 VAUGHN RM 2                          18.703 METERS 30545     |
 GG0661|---------------------------------------------------------------------|
 GG0661
 GG0661                          SUPERSEDED SURVEY CONTROL
 GG0661
 GG0661  NAD 83(1997)-  36 18 59.75782(N)    094 21 04.84195(W) AD(       ) 2
 GG0661  NAD 83(1997)-  36 18 59.76458(N)    094 21 04.84983(W) AD(       ) 2
 GG0661  NAD 83(1986)-  36 18 59.76444(N)    094 21 04.84876(W) AD(       ) 2
 GG0661  NAD 27      -  36 18 59.48670(N)    094 21 04.08940(W) AD(       ) 2
 GG0661
 GG0661.Superseded values are not recommended for survey control.
 GG0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0661.See file dsdata.txt to determine how the superseded data were derived.
 GG0661
 GG0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7869219912(NAD 83)
 GG0661_MARKER: DS = TRIANGULATION STATION DISK
 GG0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0661
 GG0661  HISTORY     - Date     Condition        Report By
 GG0661  HISTORY     - 1961     MONUMENTED       CGS
 GG0661  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0661
 GG0661                          STATION DESCRIPTION
 GG0661
 GG0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0661'ABOUT 13 MILES WEST OF ROGERS, ABOUT 2-3/4 MILES WEST OF THE
 GG0661'SMALL TOWN OF VAUGHN, IN THE SOUTHEAST 1/4 OF SEC. 14,
 GG0661'T. 19 N., R. 32 W., AND ON THE PROPERTY OF MR. D.A. MC REYNOLDS.
 GG0661'IT IS 133 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 GG0661'HOUSE, 61 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CHICKEN
 GG0661'HOUSE, 55 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 GG0661'CHICKEN HOUSE, 32 FEET WEST OF A 10 INCH HICKORY TREE AND
 GG0661'31 FEET NORTH OF AN 8 INCH OAK TREE.  THE MONUMENT IS FLUSH
 GG0661'AND THE DISK IS STAMPED VAUGHN 1961.
 GG0661'
 GG0661'TO REACH FROM THE MAIN INTERSECTION IN VAUGHN WHERE STATE
 GG0661'HIGHWAY 12 TURNS FROM WEST TO SOUTH, GO WEST ON A GRAVELED
 GG0661'ROAD FOR 2.0 MILES TO A CROSSROAD.  CONTINUE WEST ON THE
 GG0661'GRAVELED ROAD FOR 0.6 MILE TO A HOUSE ON THE RIGHT AND THE
 GG0661'STATION.
 GG0661'
 GG0661'TO REACH REFERENCE MARK 3 FROM THE HOUSE, GO WEST ON THE
 GG0661'GRAVELED ROAD FOR 0.1 MILE TO A DRIVEWAY LEFT AND REFERENCE
 GG0661'MARK 3 ON THE LEFT.
 GG0661'
 GG0661'REFERENCE MARK 1 IS 6 INCHES SOUTHEAST OF THE SOUTHEAST
 GG0661'CORNER OF THE CHICKEN HOUSE.  THE MONUMENT IS FLUSH AND THE
 GG0661'DISK IS STAMPED VAUGHN NO 1 1961.
 GG0661'
 GG0661'REFERENCE MARK 2 IS 6 INCHES NORTHEAST OF THE NORTHEAST
 GG0661'CORNER OF THE CHICKEN HOUSE.  THE MONUMENT IS FLUSH AND
 GG0661'THE DISK IS STAMPED VAUGHN NO 2 1961.
 GG0661'
 GG0661'REFERENCE MARK 3 IS 53 FEET SOUTHEAST OF A POWER POLE WITH
 GG0661'A TRANSFORMER, 19 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 GG0661'ROAD, 14 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 3 FEET
 GG0661'EAST OF A WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE CORNER.
 GG0661'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED VAUGHN
 GG0661'NO 3 1961.
 GG0661'
 GG0661'NOTE- THE DIRECTION TO REFERENCE MARK 3 WAS DETERMINED BY
 GG0661'PRECISE METHODS.
 GG0661'
 GG0661'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0661
 GG0661                          STATION RECOVERY (1988)
 GG0661
 GG0661'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GG0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1837 ***********************************************************************
 FF1837  DESIGNATION -  VELVET RIDGE ST FOR SERV LOT
 FF1837  PID         -  FF1837
 FF1837  STATE/COUNTY-  AR/WHITE
 FF1837  USGS QUAD   -  VELVET RIDGE (1965)
 FF1837
 FF1837                         *CURRENT SURVEY CONTROL
 FF1837  ___________________________________________________________________
 FF1837* NAD 83(1997)-  35 24 11.17752(N)    091 33 11.63188(W)     ADJUSTED  
 FF1837* NAVD 88     -                                                        
 FF1837  ___________________________________________________________________
 FF1837  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FF1837  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FF1837
 FF1837  HORZ ORDER  -  THIRD
 FF1837
 FF1837.The horizontal coordinates were established by classical geodetic methods
 FF1837.and adjusted by the National Geodetic Survey in September 1999..
 FF1837
 FF1837
 FF1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1837
 FF1837.The geoid height was determined by GEOID03.
 FF1837
 FF1837;                    North         East     Units Scale Factor Converg.
 FF1837;SPC AR N     -   118,773.864   440,581.156   MT  0.99994091   +0 15 35.9
 FF1837;SPC AR N     -   389,677.25  1,445,473.34   sFT  0.99994091   +0 15 35.9
 FF1837;UTM  15      - 3,918,708.372   631,373.975   MT  0.99981269   +0 50 17.8
 FF1837
 FF1837                          SUPERSEDED SURVEY CONTROL
 FF1837
 FF1837  NAD 83(1986)-  35 24 11.18911(N)    091 33 11.63074(W) AD(       ) 4
 FF1837  NAD 27      -  35 24 10.89900(N)    091 33 11.15100(W) AD(       ) 3
 FF1837
 FF1837.Superseded values are not recommended for survey control.
 FF1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1837.See file dsdata.txt to determine how the superseded data were derived.
 FF1837
 FF1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3137418708(NAD 83)
 FF1837_MARKER: 57 = LOOKOUT TOWER
 FF1837
 FF1837  HISTORY     - Date     Condition        Report By
 FF1837  HISTORY     - 1962     FIRST OBSERVED   CGS
 FF1837
 FF1837                          STATION DESCRIPTION
 FF1837
 FF1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1837'THE STATION IS THE TOP CENTER OF A LOOKOUT TOWER WHICH IS
 FF1837'LOCATED ON A HIGH, PARTIALLY TIMBERED RIDGE, 1 MILE EAST-SOUTHEAST
 FF1837'OF VELVET RIDGE.
 FF1837'
 FF1837'THE TOWER IS A FOUR-LEGGED STRUCTURE WITH A METAL CABIN,
 FF1837'AN OVERALL HEIGHT OF 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1686 ***********************************************************************
 FG1686  DESIGNATION -  VERNON
 FG1686  PID         -  FG1686
 FG1686  STATE/COUNTY-  AR/FAULKNER
 FG1686  USGS QUAD   -  ROSE BUD (1994)
 FG1686
 FG1686                         *CURRENT SURVEY CONTROL
 FG1686  ___________________________________________________________________
 FG1686* NAD 83(1997)-  35 16 29.43451(N)    092 07 29.12904(W)     ADJUSTED  
 FG1686* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 FG1686  ___________________________________________________________________
 FG1686  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 FG1686  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG1686
 FG1686  HORZ ORDER  -  FIRST
 FG1686
 FG1686.The horizontal coordinates were established by classical geodetic methods
 FG1686.and adjusted by the National Geodetic Survey in September 1999..
 FG1686
 FG1686.The orthometric height was scaled from a topographic map.
 FG1686
 FG1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1686
 FG1686.The geoid height was determined by GEOID03.
 FG1686
 FG1686;                    North         East     Units Scale Factor Converg.
 FG1686;SPC AR N     -   104,459.515   388,649.843   MT  0.99995043   -0 04 21.3
 FG1686;SPC AR N     -   342,714.26  1,275,095.36   sFT  0.99995043   -0 04 21.3
 FG1686;UTM  15      - 3,903,873.916   579,600.341   MT  0.99967808   +0 30 19.7
 FG1686
 FG1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1686!SPC AR N     -   0.99996791  x   0.99995043  =   0.99991835
 FG1686!UTM  15      -   0.99996791  x   0.99967808  =   0.99964600
 FG1686
 FG1686|---------------------------------------------------------------------|
 FG1686| PID    Reference Object                     Distance      Geod. Az  |
 FG1686|                                                           dddmmss.s |
 FG1686| CI3523 VERNON RM 1                          39.248 METERS 21629     |
 FG1686| CI3522 VERNON AZ MK                                       2673901.8 |
 FG1686| CI3524 VERNON RM 2                          25.658 METERS 31716     |
 FG1686|---------------------------------------------------------------------|
 FG1686
 FG1686                          SUPERSEDED SURVEY CONTROL
 FG1686
 FG1686  NAD 83(1986)-  35 16 29.45055(N)    092 07 29.12548(W) AD(       ) 1
 FG1686  NAD 27      -  35 16 29.15000(N)    092 07 28.58900(W) AD(       ) 1
 FG1686
 FG1686.Superseded values are not recommended for survey control.
 FG1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1686.See file dsdata.txt to determine how the superseded data were derived.
 FG1686
 FG1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7960003874(NAD 83)
 FG1686_MARKER: DS = TRIANGULATION STATION DISK
 FG1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1686
 FG1686  HISTORY     - Date     Condition        Report By
 FG1686  HISTORY     - 1940     MONUMENTED       CGS
 FG1686  HISTORY     - 1967     GOOD             CGS
 FG1686
 FG1686                          STATION DESCRIPTION
 FG1686
 FG1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1686'STATION IS ABOUT 3.5 MILES N OF VERNON, AND 0.25 MILE N OF A
 FG1686'FARM HOUSE OCCUPIED BY C.C. HAWKINS ON PROPERTY OWNED BY
 FG1686'A MRS. LACEWELL.  IT IS ON A PROMINENT RIDGE 0.2 MILE W OF
 FG1686'STATE HIGHWAY 36, 54 FEET N OF THE CENTER LINE OF AN E-W ROAD,
 FG1686'AT THE E EDGE OF A CULTIVATED FIELD, AND 30 PACES S OF WHERE
 FG1686'THE RIDGE SLOPES SHARPLY TO THE N.
 FG1686'
 FG1686'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 FG1686'STANDARD DISKS SET IN CONCRETE.
 FG1686'
 FG1686'THE STATION MARK PROJECTS 6 INCHES, AND IS STAMPED VERNON
 FG1686'1940.  THERE IS A WHITE REFERENCE POST 9 FEET S OF THE STATION.
 FG1686'
 FG1686'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 FG1686'IT IS 14 FEET S OF THE CENTER LINE OF AN E-W ROAD AND ON
 FG1686'THE ROAD RIGHT-OF-WAY.  THE MARK PROJECTS 8 INCHES, AND IS
 FG1686'STAMPED VERNON NO. 1, 1940.
 FG1686'
 FG1686'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 FG1686'IT IS 5 FEET S OF AN E-W FENCE LINE, AND 141 FEET N OF THE
 FG1686'CENTER LINE OF AN E-W ROAD.  THE MARK PROJECTS 6 INCHES,
 FG1686'AND IS STAMPED VERNON NO. 1, 1940.
 FG1686'
 FG1686'THE AZIMUTH MARK IS 0.3 MILE W OF THE STATION, 15 FEET
 FG1686'S OF THE CENTER LINE OF AN E-W ROAD, ON THE ROAD RIGHT-OF-WAY,
 FG1686'AND 100 FEET E OF A ROAD LEADING S.  THE MARK PROJECTS 6 INCHES,
 FG1686'AND IS STAMPED VERNON 1940.  THERE IS A WHITE REFERENCE POST
 FG1686'7 FEET W OF THE MARK.
 FG1686'
 FG1686'TO REACH THE AZIMUTH MARK FROM THE STATION GO W 0.3 MILE TO
 FG1686'THE MARK ON THE LEFT, S SIDE OF THE ROAD.
 FG1686'
 FG1686'TO REACH STATION START AT VERNON, GO N ON STATE HIGHWAY
 FG1686'36 FOR 3.45 MILES TO A ROAD LEADING RIGHT, (W), UP HILL.
 FG1686'TURN W AND GO 0.2 MILE TO THE TOP OF THE HILL, AND STATION
 FG1686'ON THE RIGHT.
 FG1686'
 FG1686'HEIGHT OF LIGHT ABOVE STATION MARK - 13 METERS.
 FG1686
 FG1686                          STATION RECOVERY (1967)
 FG1686
 FG1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1686'STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE
 FG1686'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE
 FG1686'MARKS ARE REVERSED, REFERENCE MARK 1 SHOULD BE 84.18 FEET AND
 FG1686'REFERENCE MARK 2 SHOULD BE 128.77 FEET.  FOLLOWING IS A NEW
 FG1686'AND COMPLETE DISCRIPTION.
 FG1686'
 FG1686'THE STATION IS LOCATED ON A PROMINENT RIDGE, ABOUT 3-1/2 MILES
 FG1686'NORTH OF MT. VERNON AND 1/4 MILE WEST OF STATE HIGHWAY 36.
 FG1686'
 FG1686'TO REACH FROM THE MAIN CROSS ROAD IN MT. VERNON, GO NORTH
 FG1686'ON STATE HIGHWAY 36 FOR 3.5 MILES TO A SIDE ROAD LEFT.  TURN
 FG1686'LEFT AND GO WEST ON GRADED ROAD FOR 0.2 MILE TO THE TOP OF
 FG1686'HILL AND STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 FG1686'FROM THE STATION, GO WEST ON GRADED ROAD FOR 0.35 MILE TO THE
 FG1686'MARK ON THE LEFT.
 FG1686'
 FG1686'STATION MARK IS A STANDARD DISK, STAMPED VERNON 1940, SET IN
 FG1686'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 FG1686'IT IS 53 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 31 FEET
 FG1686'NORTH OF A FENCE, 4 FEET WEST OF A FENCE AND 1.5 FEET SOUTHEAST
 FG1686'OF A METAL WITNESS POST.
 FG1686'
 FG1686'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VERNON NO 1 1940,
 FG1686'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1686'4 INCHES.  IT IS 84.18 FEET SOUTHWEST OF THE STATION, 25 FEET
 FG1686'EAST OF A 20 INCH OAK TREE, 18 FEET SOUTH OF THE CENTER OF GRADED
 FG1686'ROAD, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND SET IN AN
 FG1686'EAST-WEST FENCE LINE.
 FG1686'
 FG1686'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VERNON NO 2 1940,
 FG1686'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1686'5 INCHES.  IT IS 155 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 FG1686'83 FEET WEST OF A FENCE, ABOUT 1 FOOT LOWER THAN THE STATION
 FG1686'AND IN THE SOUTH EDGE OF A WOODED AREA.
 FG1686'
 FG1686'AZIMUTH MARK IS A STANDARD DISK, STAMPED VERNON 1940, SET
 FG1686'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1686'1 INCH.  IT IS 101 FEET EAST OF THE CENTER OF A FIELD ROAD
 FG1686'LEADING NORTH, 17 FEET SOUTH OF THE CENTER OF THE GRADED ROAD,
 FG1686'0.5 FEET NORTH OF A FENCE AND 0.5 FEET SOUTH OF A METAL
 FG1686'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0711 ***********************************************************************
 GF0711  DESIGNATION -  VERONA
 GF0711  PID         -  GF0711
 GF0711  STATE/COUNTY-  AR/MARION
 GF0711  USGS QUAD   -  ST JOE (1967)
 GF0711
 GF0711                         *CURRENT SURVEY CONTROL
 GF0711  ___________________________________________________________________
 GF0711* NAD 83(1997)-  36 04 56.94739(N)    092 47 26.90313(W)     ADJUSTED  
 GF0711* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 GF0711  ___________________________________________________________________
 GF0711  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GF0711  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GF0711
 GF0711  HORZ ORDER  -  FIRST
 GF0711
 GF0711.The horizontal coordinates were established by classical geodetic methods
 GF0711.and adjusted by the National Geodetic Survey in September 1999..
 GF0711
 GF0711.The orthometric height was scaled from a topographic map.
 GF0711
 GF0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0711
 GF0711.The geoid height was determined by GEOID03.
 GF0711
 GF0711;                    North         East     Units Scale Factor Converg.
 GF0711;SPC AR N     -   194,343.871   328,774.944   MT  0.99997366   -0 27 36.6
 GF0711;SPC AR N     -   637,609.85  1,078,655.80   sFT  0.99997366   -0 27 36.6
 GF0711;UTM  15      - 3,993,117.601   518,834.479   MT  0.99960437   +0 07 23.5
 GF0711
 GF0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0711!SPC AR N     -   0.99994180  x   0.99997366  =   0.99991546
 GF0711!UTM  15      -   0.99994180  x   0.99960437  =   0.99954619
 GF0711
 GF0711|---------------------------------------------------------------------|
 GF0711| PID    Reference Object                     Distance      Geod. Az  |
 GF0711|                                                           dddmmss.s |
 GF0711| CI3528 VERONA RM 1                          17.902 METERS 05000     |
 GF0711| GF0707 FRECK LOOKOUT TOWER                 APPROX.10.6 KM 0560359.7 |
 GF0711| CI3530 VERONA RM 3                          14.224 METERS 14836     |
 GF0711| GF0809 BOAT RM 3                           APPROX.21.9 KM 2783141.5 |
 GF0711| CI3529 VERONA RM 2                          19.842 METERS 30355     |
 GF0711|---------------------------------------------------------------------|
 GF0711
 GF0711                          SUPERSEDED SURVEY CONTROL
 GF0711
 GF0711  NAD 83(1986)-  36 04 56.95855(N)    092 47 26.90442(W) AD(       ) 1
 GF0711  NAD 27      -  36 04 56.69200(N)    092 47 26.30300(W) AD(       ) 1
 GF0711
 GF0711.Superseded values are not recommended for survey control.
 GF0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0711.See file dsdata.txt to determine how the superseded data were derived.
 GF0711
 GF0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1883493118(NAD 83)
 GF0711_MARKER: DS = TRIANGULATION STATION DISK
 GF0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0711
 GF0711  HISTORY     - Date     Condition        Report By
 GF0711  HISTORY     - 1953     MONUMENTED       CGS
 GF0711  HISTORY     - 1965     GOOD             CGS
 GF0711  HISTORY     - 1965     GOOD             CGS
 GF0711
 GF0711                          STATION DESCRIPTION
 GF0711
 GF0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0711'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF SAINT JOE, ON THE
 GF0711'CREST OF A LOW, HEAVILY TIMBERED AND BRUSH COVERED KNOLL,
 GF0711'0.05 MILE NORTH OF A BLADED DIRT ROAD, 28 FEET SOUTHEAST
 GF0711'OF A TRIANGULAR BLAZED 8-INCH OAK TREE, AND 9 FEET SOUTHWEST OF A
 GF0711'ROUND WITNESS POST THAT IS 4 INCHES IN DIAMETER.
 GF0711'
 GF0711'TO REACH THE STATION FROM THE POST OFFICE IN SAINT JOE, GO
 GF0711'NORTHWESTERLY ON U.S. HIGHWAY NO. 65 FOR 5.1 MILES TO A GRAVELED
 GF0711'SIDE ROAD ON THE RIGHT, THEN RIGHT, NORTH, FOR 4.4 MILES TO
 GF0711'A GRADED DIRT ROAD ON THE RIGHT, THEN RIGHT, EASTERLY, FOR
 GF0711'0.5 MILE TO A T-INTERSECTION, THEN RIGHT FOR 0.35 MILE TO A
 GF0711'SCHOOL HOUSE ON THE RIGHT.  CONTINUE FOR 0.35 MILE TO A SIDE
 GF0711'ROAD ON THE RIGHT, THEN RIGHT, SOUTH AND SOUTHEASTERLY, FOR
 GF0711'0.85 MILE TO A FORK, THEN LEFT FOR 1.2 MILE TO A FORK, THEN
 GF0711'RIGHT FOR 0.3 MILE TO A CATTLE GUARD.  CROSS CATTLE GUARD,
 GF0711'CONTINUE EAST AND SOUTHEASTERLY, FOR 0.35 MILE TO THE
 GF0711'STATION ON THE LEFT.
 GF0711'
 GF0711'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 GF0711'VERONA 1953.
 GF0711'
 GF0711'REFERENCE MARK NO. 1 IS 62 FEET EAST OF THE TRIANGULAR BLAZED
 GF0711'OAK TREE, AND 49 FEET NORTHEASTERLY OF THE WITNESS POST.
 GF0711'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED VERONA NO 1
 GF0711'1953.
 GF0711'
 GF0711'REFERENCE MARK NO. 2 IS 66 FEET NORTHWEST OF THE WITNESS
 GF0711'POST, AND 41 FEET WEST-NORTHWEST OF THE TRIANGULAR BLAZED OAK
 GF0711'TREE.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED VERONA
 GF0711'NO 2 1953.
 GF0711'
 GF0711'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK DUE TO THE DENSE
 GF0711'GROWTH OF TIMBER.
 GF0711'
 GF0711'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0711
 GF0711                          STATION RECOVERY (1965)
 GF0711
 GF0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0711'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 GF0711'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 GF0711'DESTROYED.
 GF0711'
 GF0711'THE HILL THE STATION IS ON WAS FOUND BARE, THE TIMBER AND
 GF0711'BRUSH COVERED HILL MENTIONED IN THE 1953 DESCRIPTION HAS
 GF0711'BEEN DESTROYED BY A FIRE IN THE AREA.
 GF0711'
 GF0711'FOLLOWING A NEW TO REACH FOR THE STATION AND SOME ADDITIONAL
 GF0711'NOTES.
 GF0711'
 GF0711'TO REACH THE STATION FROM THE POST OFFICE IN SAINT JOE, GO
 GF0711'NORTHWESTERLY ON U.S. HIGHWAY 65 FOR 5.1 MILES TO A GRAVELED
 GF0711'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST AND NORTH
 GF0711'ON A GRAVELED ROAD FOR 4.4 MILES TO A GRADED ROAD ON THE RIGHT.
 GF0711'TURN RIGHT AND GO EASTERLY ON A GRADED ROAD FOR 0.5 MILE
 GF0711'TO A T-INTERSECTION.  TURN RIGHT FOR 0.35 MILE TO A
 GF0711'SCHOOL HOUSE ON THE RIGHT.  CONTINUE AHEAD ON A GRADED ROAD
 GF0711'FOR 0.35 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 GF0711'GO SOUTH AND SOUTHEASTERLY ON A GRADED ROAD FOR 0.85 MILE
 GF0711'TO A ROAD FORK.  TAKE THE LEFT FORK FOR 1.2 MILES TO A FORK.
 GF0711'TURN RIGHT AND GO SOUTHERLY ON A GRADED ROAD FOR 0.3 MILE
 GF0711'TO A FARM HOUSE ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON
 GF0711'THE GRADED ROAD FOR 0.3 MILE TO A SHARP CURVE IN THE ROAD
 GF0711'WHICH LEADS EAST AND BOARD GATE ON THE RIGHT.  BEAR
 GF0711'LEFT AND GO EASTERLY ON THE GRADED ROAD FOR 0.05 MILE TO A
 GF0711'NORTH-SOUTH FENCE LINE.  FROM THIS POINT THE STATION IS
 GF0711'ON THE HIGHEST POINT OF THE HILL 20 FEET WEST OF THE
 GF0711'NORTH-SOUTH FENCE.
 GF0711'
 GF0711'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE NORTH-SOUTH FENCE.
 GF0711'
 GF0711'REFERENCE MARK NO. 2 WILL BE REPLACED AT A LATER DATE.
 GF0711
 GF0711                          STATION RECOVERY (1965)
 GF0711
 GF0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 GF0711'THE STATION WAS VISITED 10-18-65 AND STATION MARK AND REFERENCE
 GF0711'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 GF0711'NO. 2 HAD BEEN DESTROYED AT A PRIOR DATE.  THE DISK WAS
 GF0711'RECLAIMED.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 GF0711'DATE.  THE AREA AT THE SITE OF THE STATION HAS BEEN CLEARED
 GF0711'OF TIMBER AND IS NOW A PASTURE.  THE AREA NORTHEAST OF THE
 GF0711'STATION IS NOW A CULTIVATED FIELD.  A NEW DESCRIPTION FOLLOWS.
 GF0711'
 GF0711'THE STATION IS ABOUT 4 MILES NORTH OF SAINT JOE ON PROPERTY OWNED
 GF0711'BY CHRIS MILLER ON THE TOP OF THE HIGHEST HILL IN THE VICINITY
 GF0711'AND IN PASTURE LAND JUST NORTH OF A GRAVELED ROAD, 24 FEET
 GF0711'WEST OF A FENCE LINE, 54 FEET SOUTHWEST OF A 10-INCH OAK TREE
 GF0711'IN A FENCE LINE, 195 FEET NORTH OF A T FENCE CORNER, 215 FEET
 GF0711'NORTH OF A GRAVELED ROAD, 1 FOOT NORTH OF A METAL WITNESS
 GF0711'POST.  A STANDARD DISK, STAMPED VERONA 1953, PROJECTS 3
 GF0711'INCHES.
 GF0711'
 GF0711'REFERENCE MARK NO. 1 IS 58.74 FEET NORTHEAST OF STATION,
 GF0711'23 FEET EAST OF A FENCE LINE, 26 FEET SOUTHEAST OF AN OAK
 GF0711'TREE IN FENCE LINE.  A STANDARD DISK, STAMPED VERONA NO. 1 1953,
 GF0711'PROJECTS 3 INCHES.
 GF0711'
 GF0711'REFERENCE MARK NO. 3 IS 46.67 FEET SOUTHEAST OF STATION, 1 FOOT
 GF0711'WEST OF A NORTH-SOUTH FENCE LINE, 90 FEET SOUTH OF OAK TREE
 GF0711'IN FENCE LINE.  A STANDARD DISK, STAMPED VERONA NO. 3 1953,
 GF0711'PROJECTS 6 INCHES.
 GF0711'
 GF0711'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO.
 GF0711'3 IS 80.3 FEET.
 GF0711'
 GF0711'TO REACH THE STATION FROM THE POST OFFICE IN PINDALL, GO EAST
 GF0711'ON U.S. HIGHWAY 65 FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN
 GF0711'LEFT AND GO EAST 4.4 MILES TO A SIDE ROAD RIGHT TO STORE ON
 GF0711'THE LEFT, TURN RIGHT AND GO EASTERLY FOR 0.5 MILE TO A T
 GF0711'INTERSECTION OF ROADS, TURN RIGHT AND GO SOUTH FOR 0.35 MILE
 GF0711'TO A CHURCH AND CEMETERY ON THE RIGHT, CONTINUE FOR 0.35 MILE
 GF0711'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.85
 GF0711'MILE TO A FORK, TAKE LEFT FORK (STRAIGHT AHEAD) FOR 1.2 MILES
 GF0711'TO A FORK, TAKE RIGHT FORK AND GO 0.5 MILE TO A DRIVEWAY
 GF0711'ON THE LEFT, TURN LEFT INTO YARD OF HOUSE, PASS TO THE RIGHT
 GF0711'OF BARN AND GO SOUTH TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1732 ***********************************************************************
 EJ1732  DESIGNATION -  VETERANS ADM BDRY MARKER
 EJ1732  PID         -  EJ1732
 EJ1732  STATE/COUNTY-  AR/PULASKI
 EJ1732  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ1732
 EJ1732                         *CURRENT SURVEY CONTROL
 EJ1732  ___________________________________________________________________
 EJ1732* NAD 83(1997)-  34 47 01.63532(N)    092 18 10.21699(W)     ADJUSTED  
 EJ1732* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 EJ1732  ___________________________________________________________________
 EJ1732  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 EJ1732  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EJ1732
 EJ1732  HORZ ORDER  -  THIRD
 EJ1732
 EJ1732.The horizontal coordinates were established by classical geodetic methods
 EJ1732.and adjusted by the National Geodetic Survey in September 1999..
 EJ1732.No horizontal observational check was made to the station.
 EJ1732
 EJ1732.The orthometric height was scaled from a topographic map.
 EJ1732
 EJ1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1732
 EJ1732.The geoid height was determined by GEOID03.
 EJ1732
 EJ1732;                    North         East     Units Scale Factor Converg.
 EJ1732;SPC AR S     -   634,864.223   372,281.880   MT  1.00000386   -0 10 10.2
 EJ1732;SPC AR S     - 2,082,883.70  1,221,394.80   sFT  1.00000386   -0 10 10.2
 EJ1732;UTM  15      - 3,849,287.744   563,784.621   MT  0.99965014   +0 23 51.8
 EJ1732
 EJ1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1732!SPC AR S     -   0.99997752  x   1.00000386  =   0.99998138
 EJ1732!UTM  15      -   0.99997752  x   0.99965014  =   0.99962767
 EJ1732
 EJ1732                          SUPERSEDED SURVEY CONTROL
 EJ1732
 EJ1732  NAD 83(1986)-  34 47 01.64730(N)    092 18 10.20551(W) AD(       ) 3
 EJ1732  NAD 27      -  34 47 01.31800(N)    092 18 09.65800(W) AD(       ) 3
 EJ1732
 EJ1732.Superseded values are not recommended for survey control.
 EJ1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1732.See file dsdata.txt to determine how the superseded data were derived.
 EJ1732
 EJ1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6378549288(NAD 83)
 EJ1732_MARKER: N = NAIL
 EJ1732_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EJ1732_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EJ1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1732
 EJ1732  HISTORY     - Date     Condition        Report By
 EJ1732  HISTORY     - 1949     MONUMENTED       CGS
 EJ1732
 EJ1732                          STATION DESCRIPTION
 EJ1732
 EJ1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 EJ1732'STATION IS LOCATED ABOUT 3-1/2 MILES NNW OF LITTLE ROCK, ABOUT
 EJ1732'1/2 MILE N OF THE VETERANS HOSPITAL, NEAR THE NW END OF BIG
 EJ1732'ROCK MOUNTAIN, AND IS THE NW BOUNDARY MARKER FOR THE VETERANS
 EJ1732'HOSPITAL.  IT IS 39 FEET SW OF A FENCE LINE AND 10 FEET W OF A
 EJ1732'16-INCH BLAZED OAK TREE.  IT IS A 4-INCH TILE FILLED WITH AND
 EJ1732'SURROUNDED BY A MASS OF CONCRETE.  TEH HEAD OF A LARGE NAIL
 EJ1732'MARKS THE CENTER OF THE TILE.
 EJ1732'
 EJ1732'A THIRD-ORDER TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM
 EJ1732'TRIANGULATION STATION ROOTS 2 1949, WHICH IS LOCATED JUST SE
 EJ1732'OF THIS MARK.  THE DISTANCE IS 169.38 FEET OR 51.621 METERS.
 EJ1732'
 EJ1732'TO REACH THE STATION FROM THE MAIN GATE TO THE VETERANS HOSPITAL
 EJ1732'IN NORTH LITTLE ROCK, CONTINUE STRAIGHT AHEAD (SW) FOR 0.1 MILE
 EJ1732'TO THE FIRST SIDE STREET TO THE RIGHT.  TURN RIGHT AND FOLLOW
 EJ1732'A WINDING STREET N FOR 0.55 MILE TO CYPRESS STREET.  TURN LEFT
 EJ1732'ON CYPRESS STREET AND GO SW FOR 0.25 MILE TO A SIDE ROAD RIGHT.
 EJ1732'TURN RIGHT AND GO N AND W FOR 0.25 MILE TO A TRACK ROAD RIGHT
 EJ1732'AT THE END OF A CULTIVATED FIELD.  TURN RIGHT AND GO N FOR 0.05
 EJ1732'MILE TO THE NW CORNER OF THE FIELD AND THE MARK AS DESCRIBED.
 EJ1732'
 EJ1732'THIS IS A THIRD-ORDER TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1304 ***********************************************************************
 DL1304  DESIGNATION -  VICK LOOKOUT TOWER 4 2 AFC
 DL1304  PID         -  DL1304
 DL1304  STATE/COUNTY-  AR/BRADLEY
 DL1304  USGS QUAD   -  VICK (1985)
 DL1304
 DL1304                         *CURRENT SURVEY CONTROL
 DL1304  ___________________________________________________________________
 DL1304* NAD 83(1997)-  33 18 59.12650(N)    092 05 38.92273(W)     ADJUSTED  
 DL1304* NAVD 88     -                                                        
 DL1304  ___________________________________________________________________
 DL1304  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DL1304  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DL1304
 DL1304  HORZ ORDER  -  THIRD
 DL1304
 DL1304.The horizontal coordinates were established by classical geodetic methods
 DL1304.and adjusted by the National Geodetic Survey in September 1999..
 DL1304
 DL1304
 DL1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1304
 DL1304.The geoid height was determined by GEOID03.
 DL1304
 DL1304;                    North         East     Units Scale Factor Converg.
 DL1304;SPC AR S     -   472,071.262   391,233.400   MT  0.99999640   -0 03 09.7
 DL1304;SPC AR S     - 1,548,787.13  1,283,571.58   sFT  0.99999640   -0 03 09.7
 DL1304;UTM  15      - 3,686,732.763   584,319.238   MT  0.99968765   +0 29 51.3
 DL1304
 DL1304                          SUPERSEDED SURVEY CONTROL
 DL1304
 DL1304  NAD 83(1986)-  33 18 59.13804(N)    092 05 38.91610(W) AD(       ) 4
 DL1304  NAD 27      -  33 18 58.71600(N)    092 05 38.42500(W) AD(       ) 3
 DL1304
 DL1304.Superseded values are not recommended for survey control.
 DL1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1304.See file dsdata.txt to determine how the superseded data were derived.
 DL1304
 DL1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8431986733(NAD 83)
 DL1304_MARKER: 57 = LOOKOUT TOWER
 DL1304
 DL1304  HISTORY     - Date     Condition        Report By
 DL1304  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1304
 DL1304                          STATION DESCRIPTION
 DL1304
 DL1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1304'ABOUT 15 MILES NORTHWEST OF CROSSETT, 10 MILES SOUTH-SOUTHEAST OF
 DL1304'HERMITAGE AND 2.5 MILES NORTHWEST OF THE SMALL RAILROAD STATION
 DL1304'OF BROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE, ABOUT 115 FEET
 DL1304'HIGH WITH A 6 FOOT SQUARE GLASS ENCLOSED CABIN ON THE TOP.
 DL1304'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0090 ***********************************************************************
 FG0090  DESIGNATION -  VII
 FG0090  PID         -  FG0090
 FG0090  STATE/COUNTY-  AR/FAULKNER
 FG0090  USGS QUAD   -  GLEASON (1991)
 FG0090
 FG0090                         *CURRENT SURVEY CONTROL
 FG0090  ___________________________________________________________________
 FG0090* NAD 83(1986)-  35 06 40.     (N)    092 30 26.     (W)     SCALED    
 FG0090* NAVD 88     -       100.607  (meters)     330.07   (feet)  ADJUSTED  
 FG0090  ___________________________________________________________________
 FG0090  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0090  DYNAMIC HT  -         100.513 (meters)     329.77  (feet)  COMP
 FG0090  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FG0090
 FG0090  VERT ORDER  -  SECOND    CLASS 0
 FG0090
 FG0090.The horizontal coordinates were scaled from a topographic map and have
 FG0090.an estimated accuracy of +/- 6 seconds.
 FG0090
 FG0090.The orthometric height was determined by differential leveling
 FG0090.and adjusted by the National Geodetic Survey in June 1991..
 FG0090
 FG0090.The geoid height was determined by GEOID03.
 FG0090
 FG0090.The dynamic height is computed by dividing the NAVD 88
 FG0090.geopotential number by the normal gravity value computed on the
 FG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0090.degrees latitude (g = 980.6199 gals.).
 FG0090
 FG0090.The modeled gravity was interpolated from observed gravity values.
 FG0090
 FG0090;                    North         East    Units  Estimated Accuracy
 FG0090;SPC AR N     -    86,410.      353,760.      MT  (+/- 180 meters Scaled)
 FG0090
 FG0090                          SUPERSEDED SURVEY CONTROL
 FG0090
 FG0090  NGVD 29 (??/??/92)  100.635  (m)          330.17   (f) ADJ UNCH    2 0
 FG0090
 FG0090.Superseded values are not recommended for survey control.
 FG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0090.See file dsdata.txt to determine how the superseded data were derived.
 FG0090
 FG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU449854(NAD 83)
 FG0090_MARKER: DB = BENCH MARK DISK
 FG0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0090_STAMPING: VII
 FG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0090+STABILITY: SURFACE MOTION
 FG0090
 FG0090  HISTORY     - Date     Condition        Report By
 FG0090  HISTORY     - UNK      MONUMENTED       CGS
 FG0090  HISTORY     - 1967     MARK NOT FOUND   NGS
 FG0090
 FG0090                          STATION DESCRIPTION
 FG0090
 FG0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0090'3.9 MI W FROM CONWAY.
 FG0090'1934 DESCRIPTION-- 3.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 FG0090'FROM THE STATION AT CONWAY, FAULKNER COUNTY, 225 FEET WEST OF THE
 FG0090'GRIMMER RESIDENCE, 105 FEET NORTH OF THE JIM DAY FARMHOUSE, 600 FEET
 FG0090'SOUTHWEST OF THE TRACK, 39 FEET SOUTH OF THE CENTERLINE OF U.S.
 FG0090'HIGHWAY 64, 26 FEET SOUTHWEST OF THE NORTHEAST FENCE, AND 9 FEET SOUTH
 FG0090'OF A FENCE PARALLELING THE HIGHWAY.  THE BOTTOM OF A SQUARE HOLE,
 FG0090'MARKED VII AND FLANKED BY THE LETTERS USBM IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1460 ***********************************************************************
 DL1460  DESIGNATION -  VILLAGE
 DL1460  PID         -  DL1460
 DL1460  STATE/COUNTY-  AR/COLUMBIA
 DL1460  USGS QUAD   -  VILLAGE (1966)
 DL1460
 DL1460                         *CURRENT SURVEY CONTROL
 DL1460  ___________________________________________________________________
 DL1460* NAD 83(1997)-  33 15 36.02693(N)    093 03 23.22675(W)     ADJUSTED  
 DL1460* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 DL1460  ___________________________________________________________________
 DL1460  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DL1460  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DL1460
 DL1460  HORZ ORDER  -  THIRD
 DL1460
 DL1460.The horizontal coordinates were established by classical geodetic methods
 DL1460.and adjusted by the National Geodetic Survey in September 1999..
 DL1460
 DL1460.The orthometric height was scaled from a topographic map.
 DL1460
 DL1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1460
 DL1460.The geoid height was determined by GEOID03.
 DL1460
 DL1460;                    North         East     Units Scale Factor Converg.
 DL1460;SPC AR S     -   466,318.013   301,562.625   MT  1.00000911   -0 35 28.6
 DL1460;SPC AR S     - 1,529,911.68    989,376.71   sFT  1.00000911   -0 35 28.6
 DL1460;UTM  15      - 3,680,113.421   494,742.023   MT  0.99960034   -0 01 51.5
 DL1460
 DL1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1460!SPC AR S     -   0.99998813  x   1.00000911  =   0.99999724
 DL1460!UTM  15      -   0.99998813  x   0.99960034  =   0.99958847
 DL1460
 DL1460|---------------------------------------------------------------------|
 DL1460| PID    Reference Object                     Distance      Geod. Az  |
 DL1460|                                                           dddmmss.s |
 DL1460| CX7322 VILLAGE RM 1                         32.642 METERS 09249     |
 DL1460| CX7323 VILLAGE RM 2                         25.807 METERS 27210     |
 DL1460| CX7321 VILLAGE AZ MK                                      3142723.6 |
 DL1460|---------------------------------------------------------------------|
 DL1460
 DL1460                          SUPERSEDED SURVEY CONTROL
 DL1460
 DL1460  NAD 83(1997)-  33 15 36.03565(N)    093 03 23.21813(W) AD(       ) 3
 DL1460  NAD 83(1986)-  33 15 36.03825(N)    093 03 23.21689(W) AD(       ) 3
 DL1460  NAD 27      -  33 15 35.57400(N)    093 03 22.62600(W) AD(       ) 3
 DL1460
 DL1460.Superseded values are not recommended for survey control.
 DL1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1460.See file dsdata.txt to determine how the superseded data were derived.
 DL1460
 DL1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9474280113(NAD 83)
 DL1460_MARKER: DS = TRIANGULATION STATION DISK
 DL1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1460
 DL1460  HISTORY     - Date     Condition        Report By
 DL1460  HISTORY     - 1950     MONUMENTED       CGS
 DL1460  HISTORY     - 1964     GOOD             CGS
 DL1460
 DL1460                          STATION DESCRIPTION
 DL1460
 DL1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1460'THE STATION IS LOCATED ABOUT 0.25 MILE SOUTH OF VILLAGE, ABOUT
 DL1460'76 FEET NORTH OF AN OIL TANK, 54 FEET WEST OF A CATTLE GUARD,
 DL1460'4 FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF AN EAST-WEST
 DL1460'FENCE.  IT IS STAMPED VILLAGE 1950 AND IT PROJECTS 3 INCHES.
 DL1460'
 DL1460'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 53 FEET EAST OF THE
 DL1460'CATTLE GUARD, AND 4 FEET SOUTH OF AN EAST-WEST FENCE.  IT IS
 DL1460'STAMPED VILLAGE NO 1 1950, AND IT PROJECTS 3 INCHES.
 DL1460'
 DL1460'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 2 FEET SOUTH OF AN
 DL1460'EAST-WEST FENCE.  IT IS STAMPED VILLAGE NO 2 1950, AND IT PROJECTS
 DL1460'2 INCHES.
 DL1460'
 DL1460'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 191.77 FEET.
 DL1460'
 DL1460'THE AZIMUTH MARK IS 0.35 MILE NORTHWEST OF THE STATION, 29 NORTH
 DL1460'OF U.S. HIGHWAY NO. 82, 20 FEET EAST OF A POWER LINE POLE, 1.5
 DL1460'FEET EAST OF THE WITNESS POST.  IT IS STAMPED VILLAGE 1950, AND IT
 DL1460'PROJECTS 1 INCH.  TO REACH THE AZIMUTH MARK FROM THE STATION
 DL1460'GO WEST 0.2 MILE TO GRAVEL ROAD, TURN RIGHT AND GO 0.25 MILE
 DL1460'TO U.S. HIGHWAY NO. 82, TURN LEFT AND GO 0.05 MILE TO AZIMUTH
 DL1460'MARK ON RIGHT AS DESCRIBED.
 DL1460'
 DL1460'TO REACH THE STATION FROM THE POST OFFICE IN VILLAGE GO WEST ON
 DL1460'U.S. HIGHWAY NO. 82 FOR 0.25 MILE TO A T ROAD LEFT, TURN LEFT
 DL1460'ACROSS A CATTLE GUARD AND CONTINUE SOUTH FOR 0.25 MILE TO ANOTHER
 DL1460'CATTLE GUARD, CROSS GUARD THEN TURN LEFT AND GO EAST ALONG
 DL1460'SOUTH SIDE OF FENCE FOR 0.2 MILE TO STATION ON LEFT AS DESCRIBED.
 DL1460'
 DL1460'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1460
 DL1460                          STATION RECOVERY (1964)
 DL1460
 DL1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1460'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1460'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM
 DL1460'POST OFFICE IN VILLAGE IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1461 ***********************************************************************
 DL1461  DESIGNATION -  VILLAGE FIRE TOWER 86 AFC
 DL1461  PID         -  DL1461
 DL1461  STATE/COUNTY-  AR/COLUMBIA
 DL1461  USGS QUAD   -  VILLAGE (1966)
 DL1461
 DL1461                         *CURRENT SURVEY CONTROL
 DL1461  ___________________________________________________________________
 DL1461* NAD 83(1997)-  33 19 16.77544(N)    093 07 05.25487(W)     ADJUSTED  
 DL1461* NAVD 88     -                                                        
 DL1461  ___________________________________________________________________
 DL1461  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DL1461  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DL1461
 DL1461  HORZ ORDER  -  THIRD
 DL1461
 DL1461.The horizontal coordinates were established by classical geodetic methods
 DL1461.and adjusted by the National Geodetic Survey in September 1999..
 DL1461
 DL1461
 DL1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1461
 DL1461.The geoid height was determined by GEOID03.
 DL1461
 DL1461;                    North         East     Units Scale Factor Converg.
 DL1461;SPC AR S     -   473,179.530   295,890.464   MT  0.99999534   -0 37 32.9
 DL1461;SPC AR S     - 1,552,423.17    970,767.30   sFT  0.99999534   -0 37 32.9
 DL1461;UTM  15      - 3,686,916.377   489,005.298   MT  0.99960149   -0 03 53.6
 DL1461
 DL1461                          SUPERSEDED SURVEY CONTROL
 DL1461
 DL1461  NAD 83(1997)-  33 19 16.78408(N)    093 07 05.24633(W) AD(       ) 4
 DL1461  NAD 83(1986)-  33 19 16.78671(N)    093 07 05.24516(W) AD(       ) 4
 DL1461  NAD 27      -  33 19 16.33500(N)    093 07 04.64700(W) AD(       ) 3
 DL1461
 DL1461.Superseded values are not recommended for survey control.
 DL1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1461.See file dsdata.txt to determine how the superseded data were derived.
 DL1461
 DL1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8900586916(NAD 83)
 DL1461_MARKER: 55 = TOWER
 DL1461
 DL1461  HISTORY     - Date     Condition        Report By
 DL1461  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1461
 DL1461                          STATION DESCRIPTION
 DL1461
 DL1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1461'THE STATION IS LOCATED ABOUT 7 MILES EAST AND 3-3/4 MILES
 DL1461'NORTH OF MAGNOLIA ARKANSAS
 DL1461'
 DL1461'IT IS A GLASS ENCLOSED CAB, MOUNTED ON TOP OF A FOUR-LEGGED
 DL1461'WOOD TOWER AND HAS AN OVER ALL HEIGHT OF 110 FEET.
 DL1461'
 DL1461'THE APEX OF THE CABIN ROOF WAS THE POINT OBSERVED.
 DL1461'
 DL1461'TO REACH FROM MAGNOLIA, FROM THE CENTER OF THE EAST SIDE OF
 DL1461'THE SQUARE, GO EAST ON U.S. HIGHWAY 82 AND 79 FOR 1 BLOCK TO STOP
 DL1461'LIGHT AND JUNCTION OF THESE HIGHWAYS TURN LEFT AND GO NORTH
 DL1461'ON U.S. 79 FOR 0.15 MILE TO STOP LIGHT AT THE SOUTHWEST
 DL1461'CORNER OF SCHOOL, TURN RIGHT AND GO EAST AND NORTHEAST FOR
 DL1461'0.8 MILE TO FORKS, TAKE RIGHT FORK AND CONTINUE ON MAIN
 DL1461'ROAD FOR 3.8 MILES TO FORKS WITH WHITE HOUSE IN CENTER, TAKE
 DL1461'LEFT FORK AND FOLLOW MAIN ROAD NORTHEAST FOR 4.0 MILES TO
 DL1461'FIRE TOWER ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2761 ***********************************************************************
 FE2761  CBN         -  This is a Cooperative Base Network Control Station.
 FE2761  PACS        -  This is a Primary Airport Control Station.
 FE2761  DESIGNATION -  VILLPORT
 FE2761  PID         -  FE2761
 FE2761  STATE/COUNTY-  AR/MISSISSIPPI
 FE2761  USGS QUAD   -  ARMOREL (1983)
 FE2761
 FE2761                         *CURRENT SURVEY CONTROL
 FE2761  ___________________________________________________________________
 FE2761* NAD 83(1997)-  35 56 33.65001(N)    089 49 53.58981(W)     ADJUSTED  
 FE2761* NAVD 88     -        77.12   (meters)     253.0    (feet)  GPS OBS   
 FE2761  ___________________________________________________________________
 FE2761  X           -      15,198.906 (meters)                     COMP
 FE2761  Y           -  -5,169,751.956 (meters)                     COMP
 FE2761  Z           -   3,723,073.205 (meters)                     COMP
 FE2761  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 FE2761  ELLIP HEIGHT-          49.08  (meters)          (09/21/01) GPS OBS
 FE2761  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2761
 FE2761  HORZ ORDER  -  B
 FE2761  ELLP ORDER  -  FOURTH    CLASS II
 FE2761
 FE2761.This mark is at Blytheville Airport (HKA)
 FE2761
 FE2761.The horizontal coordinates were established by GPS observations
 FE2761.and adjusted by the National Geodetic Survey in September 1994..
 FE2761
 FE2761.The orthometric height was determined by GPS observations and a
 FE2761.high-resolution geoid model.
 FE2761
 FE2761.GPS derived orthometric heights for airport stations designated as
 FE2761.PACS or SACS are published to 2 decimal places.  This maintains
 FE2761.centimeter relative accuracy between the PACS and SACS.  It does
 FE2761.not indicate centimeter accuracy relative to other marks which are
 FE2761.part of the NAVD 88 network.
 FE2761
 FE2761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2761
 FE2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2761
 FE2761.The ellipsoidal height was determined by GPS observations
 FE2761.and is referenced to NAD 83.
 FE2761
 FE2761.The geoid height was determined by GEOID03.
 FE2761
 FE2761;                    North         East     Units Scale Factor Converg.
 FE2761;SPC AR N     -   180,700.046   595,632.058   MT  0.99995545   +1 15 42.5
 FE2761;SPC AR N     -   592,846.73  1,954,169.51   sFT  0.99995545   +1 15 42.5
 FE2761;UTM  16      - 3,981,297.301   244,581.737   MT  1.00040395   -1 39 46.6
 FE2761
 FE2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2761!SPC AR N     -   0.99999230  x   0.99995545  =   0.99994775
 FE2761!UTM  16      -   0.99999230  x   1.00040395  =   1.00039624
 FE2761
 FE2761:                Primary Azimuth Mark                     Grid Az
 FE2761:SPC AR N     -  VILLPORT AZ MK                           358 39 47.5
 FE2761:UTM  16      -  VILLPORT AZ MK                           001 35 16.6
 FE2761
 FE2761|---------------------------------------------------------------------|
 FE2761| PID    Reference Object                     Distance      Geod. Az  |
 FE2761|                                                           dddmmss.s |
 FE2761| FE2762 VILLPORT AZ MK                      477.737 METERS 3595530.0 |
 FE2761|---------------------------------------------------------------------|
 FE2761
 FE2761                          SUPERSEDED SURVEY CONTROL
 FE2761
 FE2761  ELLIP H (09/07/94)   49.10   (m)                       GP(       ) 4 1
 FE2761  NAD 83(1986)-  35 56 33.66080(N)    089 49 53.59205(W) AD(       ) 1
 FE2761  NGVD 29 (11/13/90)   77.0    (m)          253.     (f) GPS OBS        
 FE2761
 FE2761.Superseded values are not recommended for survey control.
 FE2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2761.See file dsdata.txt to determine how the superseded data were derived.
 FE2761
 FE2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4458281297(NAD 83)
 FE2761_MARKER: I = METAL ROD
 FE2761_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2761_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2761_STAMPING: VILLPORT 1990
 FE2761_MARK LOGO: NGS   
 FE2761_PROJECTION: FLUSH
 FE2761_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2761+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2761_ROD/PIPE-DEPTH: 24.7 meters
 FE2761_SLEEVE-DEPTH  : 1.00 meters
 FE2761
 FE2761  HISTORY     - Date     Condition        Report By
 FE2761  HISTORY     - 1990     MONUMENTED       NGS
 FE2761  HISTORY     - 19931102 GOOD             NGS
 FE2761  HISTORY     - 19940309 GOOD
 FE2761  HISTORY     - 19950706 GOOD             NGS
 FE2761  HISTORY     - 19970220 GOOD             NGS
 FE2761  HISTORY     - 19970306 GOOD             NGS
 FE2761  HISTORY     - 20010508 GOOD             NGS
 FE2761  HISTORY     - 20031010 GOOD             TNDT
 FE2761
 FE2761                          STATION DESCRIPTION
 FE2761
 FE2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FE2761'STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF HUFFMAN. 7.1 KM
 FE2761'(4.4 MI) EAST OF BLYTHEVILLE, AND 3.1 KM (1.9 MI) NORTHWEST OF
 FE2761'ARMOREL.  AT THE BLYTHEVILLE MUNICIPAL AIRPORT. OWNERSHIP--CITY OF
 FE2761'BLYTHEVILLE AR 72315.  AIRPORT MANAGER IS GEORGE BENSON, P.O. BOX
 FE2761'171, BLYTHEVILLE AR 72316.  PHONE IS 501-763-7421 OR 501-763-9691.
 FE2761'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55, (EXIT 67) AND
 FE2761'STATE HIGHWAY 18 IN EAST BLYTHEVILLE, GO EAST ON STATE HIGHWAY 18 FOR
 FE2761'2.43 KM (1.51 MI) TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO
 FE2761'NORTHEAST AND EAST ON THE AIRPORT ENTRANCE ROAD FOR 1.89 KM
 FE2761'(1.17 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT, PASS THROUGH
 FE2761'THE GATE AND CONTINUE EAST ACROSS AND APRON FOR 100 FT (30.5 M) TO A
 FE2761'TAXIWAY, TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.61 KM (0.38 MI)
 FE2761'TO THE STATION ON THE RIGHT.
 FE2761'STATION IS 19.8 M (65.0 FT) WEST OF THE WEST END OF THE NORTH HEADWALL
 FE2761'OF A CULVERT LEADIBNG NORTH AND SOUTH UNDER THE CONNECTOR, 11.3 M
 FE2761'(37.1 FT) NORTH OF THE CENTERLINE OF THE CONNECTOR, 10.2 M (33.5 FT)
 FE2761'EAST OF THE CENTERLINE OF THE TAXIWAY, AND 0.7 M (2.3 FT) SOUTH OF A
 FE2761'CARSONITE WITNESS POST.
 FE2761'DESCRIBED BY R.D.BALL
 FE2761
 FE2761                          STATION RECOVERY (1993)
 FE2761
 FE2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FE2761'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF HUFFMAN,
 FE2761'7.1 KM (4.40 MI) EAST OF BLYTHEVILLE, AND 3.1 KM (1.90 MI) NORTHWEST
 FE2761'OF ARMOREL.  AT THE BLYTHEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY
 FE2761'OF BLYTHEVILLE.  CONTACT--AIRPORT MANAGER IS WALLEY THOMAS, P.O. BOX
 FE2761'171, BLYTHEVILLE AR 72315.  PHONE--501-763-9691.
 FE2761'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55, (EXIT 67) AND
 FE2761'STATE HIGHWAY 18 IN EAST BLYTHEVILLE, GO EAST ON STATE HIGHWAY 18 FOR
 FE2761'2.43 KM (1.50 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT
 FE2761'AND GO NORTHEAST AND EAST ON THE AIRPORT ENTRANCE ROAD FOR 1.89 KM
 FE2761'(1.15 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT, PASS THROUGH
 FE2761'THE GATE AND CONTINUE EAST ACROSS THE APRON FOR 30.5 M (100.1 FT) TO
 FE2761'A TAXIWAY, TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.61 KM
 FE2761'(0.35 MI) TO THE STATION ON THE RIGHT.
 FE2761'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8-INCH STAINLESS STEEL
 FE2761'ROD DRIVEN TO A DEPTH OF 24.7 M (81.0 FT) WITH A 1.0 M (3.3 FT)
 FE2761'SLEEVE AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP FLUSH WITH THE
 FE2761'GROUND.  LOCATED 19.8 M (65.0 FT) WEST OF THE WEST END OF THE NORTH
 FE2761'HEADWALL OF A CULVERT LEADING NORTH AND SOUTH UNDER THE CONNECTOR,
 FE2761'11.3 M (37.1 FT) NORTH OF THE CENTERLINE OF THE CONNECTOR, 10.2 M
 FE2761'(33.5 FT) EAST OF THE CENTERLINE OF THE TAXIWAY AND 0.7 M (2.3 FT)
 FE2761'SOUTH OF A CARSONITE WITNESS POST.
 FE2761
 FE2761                          STATION RECOVERY (1994)
 FE2761
 FE2761'RECOVERED 1994
 FE2761'RECOVERED IN GOOD CONDITION.
 FE2761
 FE2761                          STATION RECOVERY (1995)
 FE2761
 FE2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2761'RECOVERED AS DESCRIBED.
 FE2761
 FE2761                          STATION RECOVERY (1997)
 FE2761
 FE2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FE2761'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHWEST OF HUFFMAN, 7 KM
 FE2761'(4.35 MI) EAST OF BLYTHEVILLE, 3 KM (1.85 MI) NORTH OF ARMOREL, AT THE
 FE2761'BLYTHEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BLYTHEVILLE, PO BOX
 FE2761'171, BLYTHEVILLE AR 72315, AIRPORT MANAGER IS WALLEY THOMAS, PHONE
 FE2761'501-763-9691.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FE2761'HIGHWAY 55 AND STATE HIGHWAY 18 (EXIT 67) IN EAST BLYTHEVILLE, GO EAST
 FE2761'ON HIGHWAY 18 FOR 2.43 KM (1.50 MI) TO THE AIRPORT ENTRANCE ROAD
 FE2761'(COUNTY HIGHWAY 980) ON THE LEFT.  TURN LEFT, NORTHEAST AND EAST ON
 FE2761'THE ROAD FOR 1.89 KM (1.15 MI) TO A GATE AND THE AIRPORT OFFICE ON THE
 FE2761'LEFT.  PASS THROUGH THE GATE, EAST ACROSS THE APRON FOR ABOUT 30 M
 FE2761'(98.4 FT) TO A TAXIWAY.  TURN LEFT, NORTH ALONG THE TAXIWAY FOR 0.61
 FE2761'KM (0.35 MI) TO THE STATION ON THE RIGHT. THE STATION IS A PUNCH HOLE
 FE2761'ON THE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE-FILLED
 FE2761'SLEEVE 93 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 FE2761'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 63.3 M (207.7
 FE2761'FT) WEST OF THE RUNWAY CENTER, 26.0 M (85.3 FT) WEST OF THE EXTENDED
 FE2761'CENTER OF THE STOP LINE, 17.2 M (56.4 FT) WEST OF THE WEST END OF THE
 FE2761'NORTH HEADWALL OF A CULVERT UNDER THE CONNECTOR TAXIWAY, 13.9 M (45.6
 FE2761'FT) NORTH OF THE CONNECTOR, 11.3 M (37.1 FT) EAST OF THE CENTER OF A
 FE2761'TAXIWAY AND 0.2 M (0.7 FT) WEST OF A FIBERGLASS WITNESS POST.
 FE2761'NOTE--THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A
 FE2761'ROD MARK.
 FE2761
 FE2761                          STATION RECOVERY (1997)
 FE2761
 FE2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FE2761'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A NEW MADRID FAULT
 FE2761'SEISMIC ZONE STATION.
 FE2761
 FE2761                          STATION RECOVERY (2001)
 FE2761
 FE2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 FE2761'RECOVERED IN GOOD CONDITION.
 FE2761
 FE2761                          STATION RECOVERY (2003)
 FE2761
 FE2761'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2761'RECOVERED AS DESCIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2762 ***********************************************************************
 FE2762  DESIGNATION -  VILLPORT AZ MK
 FE2762  PID         -  FE2762
 FE2762  STATE/COUNTY-  AR/MISSISSIPPI
 FE2762  USGS QUAD   -  ARMOREL (1983)
 FE2762
 FE2762                         *CURRENT SURVEY CONTROL
 FE2762  ___________________________________________________________________
 FE2762* NAD 83(1997)-  35 56 49.15004(N)    089 49 53.61476(W)     ADJUSTED  
 FE2762* NAVD 88     -        77.0    (meters)     253.     (feet)  VERTCON   
 FE2762  ___________________________________________________________________
 FE2762  X           -      15,197.455 (meters)                     COMP
 FE2762  Y           -  -5,169,471.418 (meters)                     COMP
 FE2762  Z           -   3,723,459.899 (meters)                     COMP
 FE2762  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 FE2762  ELLIP HEIGHT-          48.95  (meters)          (09/24/01) GPS OBS
 FE2762  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2762
 FE2762  HORZ ORDER  -  FIRST
 FE2762  ELLP ORDER  -  FOURTH    CLASS II
 FE2762
 FE2762.This mark is at Blytheville Airport (HKA)
 FE2762
 FE2762.The horizontal coordinates were established by GPS observations
 FE2762.and adjusted by the National Geodetic Survey in September 1999..
 FE2762
 FE2762.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2762
 FE2762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2762
 FE2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2762
 FE2762.The ellipsoidal height was determined by GPS observations
 FE2762.and is referenced to NAD 83.
 FE2762
 FE2762.The geoid height was determined by GEOID03.
 FE2762
 FE2762;                    North         East     Units Scale Factor Converg.
 FE2762;SPC AR N     -   181,177.632   595,620.913   MT  0.99995592   +1 15 42.5
 FE2762;SPC AR N     -   594,413.61  1,954,132.95   sFT  0.99995592   +1 15 42.5
 FE2762;UTM  16      - 3,981,775.048   244,594.982   MT  1.00040386   -1 39 47.3
 FE2762
 FE2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2762!SPC AR N     -   0.99999232  x   0.99995592  =   0.99994824
 FE2762!UTM  16      -   0.99999232  x   1.00040386  =   1.00039617
 FE2762
 FE2762:                Primary Azimuth Mark                     Grid Az
 FE2762:SPC AR N     -  VILLPORT                                 178 39 47.5
 FE2762:UTM  16      -  VILLPORT                                 181 35 17.3
 FE2762
 FE2762|---------------------------------------------------------------------|
 FE2762| PID    Reference Object                     Distance      Geod. Az  |
 FE2762|                                                           dddmmss.s |
 FE2762| FE2761 VILLPORT                            477.737 METERS 1795530.0 |
 FE2762|---------------------------------------------------------------------|
 FE2762
 FE2762                          SUPERSEDED SURVEY CONTROL
 FE2762
 FE2762  ELLIP H (09/14/99)   48.97   (m)                       GP(       ) 4 1
 FE2762  NAD 83(1997)-  35 56 49.15004(N)    089 49 53.61476(W) AD(       ) 1
 FE2762  NAD 83(1986)-  35 56 49.16083(N)    089 49 53.61699(W) AD(       ) 1
 FE2762  NGVD 29 (11/13/90)   76.9    (m)          252.     (f) GPS OBS        
 FE2762
 FE2762.Superseded values are not recommended for survey control.
 FE2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2762.See file dsdata.txt to determine how the superseded data were derived.
 FE2762
 FE2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4459581775(NAD 83)
 FE2762_MARKER: I = METAL ROD
 FE2762_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2762_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2762_STAMPING: VILLPORT 1990
 FE2762_MARK LOGO: NGS   
 FE2762_PROJECTION: FLUSH
 FE2762_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2762+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FE2762_ROD/PIPE-DEPTH: 12.0 meters
 FE2762_SLEEVE-DEPTH  : 0.93 meters
 FE2762
 FE2762  HISTORY     - Date     Condition        Report By
 FE2762  HISTORY     - 1990     MONUMENTED       NGS
 FE2762
 FE2762                          STATION DESCRIPTION
 FE2762
 FE2762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FE2762'STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF HUFFMAN. 7.1 KM
 FE2762'(4.4 MI) EAST OF BLYTHEVILLE, AND 3.1 KM (1.9 MI) NORTHWEST OF
 FE2762'ARMOREL. AT THE BLYTHEVILLE MUNICIPAL AIRPORT. OWNERSHIP--CITY OF
 FE2762'BLYTHEVILLE AR 72315.  AIRPORT MANAGER IS GEORGE BENSON, P.O.BOX 171,
 FE2762'BLYTHEVILLE AR 72316. PHONE IS 501-763-7421 OR 501-763-9691.
 FE2762'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 (EXIT 67) AND
 FE2762'STATE HIGHWAY 18 IN EAST BLYTHEVILLE, GO EAST ON STATE HIGHWAY 18 FOR
 FE2762'2.43 KM (1.51 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT AND GO
 FE2762'NORTHEAST AND EAST ON THE AIRPORT ENTRANCE ROAD FOR 1.89 KM
 FE2762'(1.17 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT. PASS THROUGH
 FE2762'THE GATE AND CONTINUE EAST ACROSS AN APRON FOR 100 FT (30.5 M) TO A
 FE2762'TAXIWAY. TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 1.09 KM (0.68 MI)
 FE2762'TO THE STATION ON THE RIGHT.
 FE2762'STATION IS 54.9 M (180.1 FT) WEST OF THE CENTERLINE OF THE RUNWAY,
 FE2762'25.6 M (84.0 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY, AND 19 M
 FE2762'(62.3 FT) EAST OF THE CENTERLINE OF THE TAXIWAY.
 FE2762'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2045 ***********************************************************************
 FF2045  DESIGNATION -  VINCENT
 FF2045  PID         -  FF2045
 FF2045  STATE/COUNTY-  AR/CRITTENDEN
 FF2045  USGS QUAD   -  CRAWFORDSVILLE (1993)
 FF2045
 FF2045                         *CURRENT SURVEY CONTROL
 FF2045  ___________________________________________________________________
 FF2045* NAD 83(1997)-  35 12 36.82746(N)    090 17 29.22946(W)     ADJUSTED  
 FF2045* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 FF2045  ___________________________________________________________________
 FF2045  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FF2045  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF2045
 FF2045  HORZ ORDER  -  SECOND
 FF2045
 FF2045.The horizontal coordinates were established by classical geodetic methods
 FF2045.and adjusted by the National Geodetic Survey in September 1999..
 FF2045
 FF2045.The orthometric height was scaled from a topographic map.
 FF2045
 FF2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2045
 FF2045.The geoid height was determined by GEOID03.
 FF2045
 FF2045;                    North         East     Units Scale Factor Converg.
 FF2045;SPC AR N     -    98,633.801   555,555.717   MT  0.99995711   +0 59 39.1
 FF2045;SPC AR N     -   323,601.06  1,822,685.71   sFT  0.99995711   +0 59 39.1
 FF2045;SPC TN       -   105,858.101   209,368.137   MT  1.00000726   -2 30 44.6
 FF2045;SPC TN       -   347,302.79    686,901.96   sFT  1.00000726   -2 30 44.6
 FF2045;UTM  15      - 3,899,718.786   746,556.647   MT  1.00034924   +1 33 44.9
 FF2045
 FF2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2045!SPC AR N     -   0.99999345  x   0.99995711  =   0.99995056
 FF2045!SPC TN       -   0.99999345  x   1.00000726  =   1.00000071
 FF2045!UTM  15      -   0.99999345  x   1.00034924  =   1.00034269
 FF2045
 FF2045:                Primary Azimuth Mark                     Grid Az
 FF2045:SPC AR N     -  W MEMPHIS PLANTERS COMPRESS TK           130 35 25.4
 FF2045:SPC TN       -  W MEMPHIS PLANTERS COMPRESS TK           134 05 49.1
 FF2045:UTM  15      -  W MEMPHIS PLANTERS COMPRESS TK           130 01 19.6
 FF2045
 FF2045|---------------------------------------------------------------------|
 FF2045| PID    Reference Object                     Distance      Geod. Az  |
 FF2045|                                                           dddmmss.s |
 FF2045| FF2034 W MEMPHIS PLANTERS COMPRESS TK      APPROX.13.0 KM 1313504.5 |
 FF2045| FF2267 VINCENT RM 2                         34.708 METERS 16500     |
 FF2045| FF2268 VINCENT AZ MK                                      1813831.2 |
 FF2045| FF2044 O 12 70                             158.486 METERS 19232     |
 FF2045| FF2043 CRAWFORDSVILLE MUNICIPAL TANK       APPROX. 3.3 KM 2923549.2 |
 FF2045| FF2057 EARLE MUNICIPAL TANK                APPROX.17.2 KM 2930357.0 |
 FF2045| FF2266 VINCENT RM 1                         34.757 METERS 35715     |
 FF2045|---------------------------------------------------------------------|
 FF2045
 FF2045                          SUPERSEDED SURVEY CONTROL
 FF2045
 FF2045  NAD 83(1997)-  35 12 36.82820(N)    090 17 29.22897(W) AD(       ) 2
 FF2045  NAD 83(1997)-  35 12 36.83336(N)    090 17 29.22928(W) AD(       ) 2
 FF2045  NAD 83(1997)-  35 12 36.83795(N)    090 17 29.23018(W) AD(       ) 2
 FF2045  NAD 83(1986)-  35 12 36.83794(N)    090 17 29.23020(W) AD(       ) 2
 FF2045  NAD 27      -  35 12 36.51610(N)    090 17 28.87920(W) AD(       ) 2
 FF2045
 FF2045.Superseded values are not recommended for survey control.
 FF2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2045.See file dsdata.txt to determine how the superseded data were derived.
 FF2045
 FF2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4655799719(NAD 83)
 FF2045_MARKER: DS = TRIANGULATION STATION DISK
 FF2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2045
 FF2045  HISTORY     - Date     Condition        Report By
 FF2045  HISTORY     - 1954     MONUMENTED       CGS
 FF2045
 FF2045                          STATION DESCRIPTION
 FF2045
 FF2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2045'THE STATION IS LOCATED ABOUT 5.5 MILES WEST-SOUTHWEST OF
 FF2045'MARION, ABOUT 2.5 MILES SOUTHEAST OF CRAWFORDSVILLE, ABOUT
 FF2045'0.6 MILE SOUTHEAST OF THE SMALL VILLAGE OF VINCENT ON THE
 FF2045'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 64 AND ABOUT 0.05 MILE
 FF2045'NORTH OF THE TRIANGULAR SHAPED PLOT OF GROUND FORMED BY
 FF2045'THE JUNCTIONS OF U.S. HIGHWAY 64 AND STATE HIGHWAY 147.
 FF2045'IT IS 84 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, 60 FEET
 FF2045'EAST OF THE CENTER OF U.S. HIGHWAY 64 AND 13 FEET WEST OF
 FF2045'A FENCE.  IT IS STAMPED VINCENT 1954 AND IS SET FLUSH.
 FF2045'
 FF2045'R.M. NO. 1 IS ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 64,
 FF2045'63 FEET EAST OF THE CENTER OF U.S. HIGHWAY 64, 60 FEET SOUTH
 FF2045'OF A FENCE CORNER POST AND 1 FOOT WEST OF A FENCE.  IT IS
 FF2045'STAMPED VINCENT NO 1 1954 AND IS SET FLUSH.
 FF2045'
 FF2045'R.M. NO. 2 IS ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 64,
 FF2045'66 FEET EAST OF THE CENTER OF U.S. HIGHWAY 64 AND 1.5 FEET
 FF2045'WEST OF A FENCE.  IT IS STAMPED VINCENT NO 2 1954 AND IS
 FF2045'SET FLUSH.
 FF2045'
 FF2045'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 226.61 FEET.
 FF2045'
 FF2045'A TRAVERSE CONNECTION WAS MADE TO 0-12-70 (USE).  IT IS
 FF2045'ON THE NORTH RIGHT-OF-WAY OF A RAILROAD, 37.5 FEET WEST
 FF2045'OF THE CENTER OF STATE HIGHWAY 147, 28.5 FEET NORTH OF THE
 FF2045'NORTH RAIL OF THE RAILROAD TRACK, 20.5 FEET SOUTH OF A POWERLINE
 FF2045'BRACE POLE AND 16.5 FEET SOUTHWEST OF A TELEPHONE POLE.
 FF2045'IT IS A STANDARD USED SURVEY DISK SET IN A CONCRETE PIER
 FF2045'6 INCHES IN DIAMETER, PROJECTS ABOUT 4 INCHES AND IS STAMPED
 FF2045'0-12-70.
 FF2045'
 FF2045'THE AZIMUTH MARK IS ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY
 FF2045'147, 35 FEET EAST OF THE CENTER OF THE HIGHWAY, 20 FEET
 FF2045'SOUTHEAST OF A POWERLINE POLE, 1.5 FEET NORTHEAST OF A WITNESS
 FF2045'POST AND 1 FOOT NORTH OF A FENCE CORNER POST.  IT IS SET
 FF2045'FLUSH AND IS STAMPED VINCENT 1954.
 FF2045'
 FF2045'TO REACH THE STATION FROM THE POST OFFICE IN CRAWFORDSVILLE
 FF2045'GO NORTH FOR 0.2 MILE TO AN OVERHEAD STOP LIGHT AND THE
 FF2045'JUNCTION WITH U.S. HIGHWAY 64, HERE TURN RIGHT ON U.S. HIGHWAY
 FF2045'64 AND GO EAST AND SOUTHEASTERLY, PASSING THROUGH THE SMALL
 FF2045'VILLAGE OF VINCENT, FOR 3.1 MILES TO THE STATION ON THE
 FF2045'LEFT AS DESCRIBED.
 FF2045'
 FF2045'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 FF2045'HIGHWAY 147 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT
 FF2045'AS DESCRIBED.
 FF2045'
 FF2045'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0947 ***********************************************************************
 FH0947  DESIGNATION -  VINE
 FH0947  PID         -  FH0947
 FH0947  STATE/COUNTY-  AR/CRAWFORD
 FH0947  USGS QUAD   -  MOUNTAINBURG SE (1983)
 FH0947
 FH0947                         *CURRENT SURVEY CONTROL
 FH0947  ___________________________________________________________________
 FH0947* NAD 83(1997)-  35 30 54.46645(N)    094 06 48.95276(W)     ADJUSTED  
 FH0947* NAVD 88     -       145.5    (meters)     477.     (feet)  VERTCON   
 FH0947  ___________________________________________________________________
 FH0947  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FH0947  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FH0947
 FH0947  HORZ ORDER  -  SECOND
 FH0947
 FH0947.The horizontal coordinates were established by classical geodetic methods
 FH0947.and adjusted by the National Geodetic Survey in September 1999..
 FH0947
 FH0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0947
 FH0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0947
 FH0947.The geoid height was determined by GEOID03.
 FH0947
 FH0947;                    North         East     Units Scale Factor Converg.
 FH0947;SPC AR N     -   133,167.668   208,297.374   MT  0.99993666   -1 13 47.6
 FH0947;SPC AR N     -   436,900.92    683,388.97   sFT  0.99993666   -1 13 47.6
 FH0947;UTM  15      - 3,930,741.512   399,021.203   MT  0.99972565   -0 38 49.1
 FH0947
 FH0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0947!SPC AR N     -   0.99998176  x   0.99993666  =   0.99991842
 FH0947!UTM  15      -   0.99998176  x   0.99972565  =   0.99970741
 FH0947
 FH0947|---------------------------------------------------------------------|
 FH0947| PID    Reference Object                     Distance      Geod. Az  |
 FH0947|                                                           dddmmss.s |
 FH0947| FH0946 VINE RM 1                            13.953 METERS 10944     |
 FH0947| CI3546 VINE AZ MK                                         1745548.7 |
 FH0947| CI3547 VINE RM 2                             9.256 METERS 18146     |
 FH0947|---------------------------------------------------------------------|
 FH0947
 FH0947                          SUPERSEDED SURVEY CONTROL
 FH0947
 FH0947  NAD 83(1997)-  35 30 54.47584(N)    094 06 48.95077(W) AD(       ) 2
 FH0947  NAD 83(1986)-  35 30 54.47440(N)    094 06 48.94604(W) AD(       ) 2
 FH0947  NAD 27      -  35 30 54.16256(N)    094 06 48.20995(W) AD(       ) 2
 FH0947  NGVD 29 (07/19/86)  145.4    (m)          477.     (f) VERT ANG       
 FH0947
 FH0947.Superseded values are not recommended for survey control.
 FH0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0947.See file dsdata.txt to determine how the superseded data were derived.
 FH0947
 FH0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9902130742(NAD 83)
 FH0947_MARKER: DS = TRIANGULATION STATION DISK
 FH0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FH0947
 FH0947  HISTORY     - Date     Condition        Report By
 FH0947  HISTORY     - 1971     MONUMENTED       NGS
 FH0947
 FH0947                          STATION DESCRIPTION
 FH0947
 FH0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0947'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 6 MILES EAST OF ALMA,
 FH0947'2 MILES NORTH AND 12 MILES WEST OF OZARK, 1/2 MILE NORTH AND 3-1/2
 FH0947'MILES WEST OF MULBERRY, 1/2 MILE NORTH AND 1-1/2 MILES EAST OF
 FH0947'DYER, IN THE SOUTHEAST 1/4 OF SECTION 30, R. 29 W., T 10 N., AND AT
 FH0947'THE SOUTHWEST CORNER OF THE GEORGIA RIDGE ROAD INTERCHANGE
 FH0947'OVERPASS OVER INTERSTATE HIGHWAY 40 ON PROPERTY OF THE STATE OF
 FH0947'ARKANSAS.
 FH0947'
 FH0947'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND THE
 FH0947'MAIN STREET IN DYER, GO NORTHEAST AND EAST ON U. S. HIGHWAY 64 FOR
 FH0947'1.8 MILES TO A SURFACED ROAD ON LEFT AND THE AZIMUTH MARK ON RIGHT.
 FH0947'TURN LEFT AND GO NORTH ON SURFACED ROAD FOR 0.25 MILE TO THE
 FH0947'OVERPASS AND STATION.
 FH0947'
 FH0947'STATION MARK IS A STANDARD DISK STAMPED VINE 1971.  THE SURFACE DISK
 FH0947'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FH0947'SET FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET WEST OF THE
 FH0947'CENTER OF ROAD, 4 FEET WEST OF A METAL GUARD RAIL, 3.2 FEET
 FH0947'SOUTHWEST OF A METAL WITNESS POST AND 3 FEET SOUTH-SOUTHWEST OF
 FH0947'THE SOUTHWEST CORNER OF THE OVERPASS.  THE UNDERGROUND MARK IS A
 FH0947'STANDARD DISK STAMPED VINE 1971 AND IS SET 42-INCHES BELOW THE
 FH0947'GROUND SURFACE.
 FH0947'
 FH0947'REFERENCE MARK 1, A STANDARD DISK STAMPED VINE NO 1 1971, IS CEMENTED
 FH0947'IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE DRAINAGE PIT
 FH0947'AND IS FLUSH WITH THE SURFACE OF THE PIT.  IT IS 35.5 FEET
 FH0947'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS, 22
 FH0947'FEET EAST OF THE CENTER OF THE ROAD, 3 FEET EAST OF A METAL GUARD
 FH0947'RAIL AND 1-1/2 FEET LOWER IN ELEVATION THAN THE STATION.
 FH0947'
 FH0947'REFERENCE MARK 2, A STANDARD DISK STAMPED VINE NO 2 1971, IS CEMENTED
 FH0947'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE DRAINAGE PIT
 FH0947'AND IS FLUSH WITH THE SURFACE OF THE PIT.  IT IS 34.5 FEET SOUTH OF
 FH0947'THE SOUTHWEST CORNER OF THE OVERPASS, 22.5 FEET WEST OF THE CENTER
 FH0947'OF THE ROAD, 3 FEET WEST OF THE METAL GUARD RAIL AND THE MARK IS 1
 FH0947'1/2 FEET LOWER IN ELEVATION THAN THE STATION.
 FH0947'
 FH0947'AZIMUTH MARK, A STANDARD DISK STAMPED VINE 1971, IS SET IN THE TOP OF
 FH0947'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET 3 INCHES ABOVE
 FH0947'THE GROUND SURFACE.  IT IS 90 FEET SOUTHEAST OF THE JUNCTION OF
 FH0947'U. S. HIGHWAY 64 AND THE ROAD LEADING NORTH, 51.5 FEET SOUTH OF
 FH0947'THE CENTER OF U. S. HIGHWAY 64, 5.5 FEET SOUTH OF A FENCE CORNER
 FH0947'AND RIGHT-OF-WAY POST, 2 FEET NORTH OF A POWER LINE POLE AND
 FH0947'1.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 FH0947'
 FH0947'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0946 ***********************************************************************
 FH0946  DESIGNATION -  VINE RM 1
 FH0946  PID         -  FH0946
 FH0946  STATE/COUNTY-  AR/CRAWFORD
 FH0946  USGS QUAD   -  MOUNTAINBURG SE (1983)
 FH0946
 FH0946                         *CURRENT SURVEY CONTROL
 FH0946  ___________________________________________________________________
 FH0946* NAD 83(1997)-  35 30 54.31355(N)    094 06 48.43156(W)     ADJUSTED  
 FH0946* NAVD 88     -       145.0    (meters)     476.     (feet)  VERTCON   
 FH0946  ___________________________________________________________________
 FH0946  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FH0946  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FH0946
 FH0946  HORZ ORDER  -  SECOND
 FH0946
 FH0946.The horizontal coordinates were established by classical geodetic methods
 FH0946.and adjusted by the National Geodetic Survey in September 1999..
 FH0946
 FH0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0946
 FH0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0946
 FH0946.The geoid height was determined by GEOID03.
 FH0946
 FH0946;                    North         East     Units Scale Factor Converg.
 FH0946;SPC AR N     -   133,162.675   208,310.402   MT  0.99993666   -1 13 47.3
 FH0946;SPC AR N     -   436,884.54    683,431.71   sFT  0.99993666   -1 13 47.3
 FH0946;UTM  15      - 3,930,736.653   399,034.279   MT  0.99972562   -0 38 48.8
 FH0946
 FH0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0946!SPC AR N     -   0.99998184  x   0.99993666  =   0.99991850
 FH0946!UTM  15      -   0.99998184  x   0.99972562  =   0.99970746
 FH0946
 FH0946:                Primary Azimuth Mark                     Grid Az
 FH0946:SPC AR N     -  MAXEY RESET                              062 27 04.7
 FH0946:UTM  15      -  MAXEY RESET                              061 52 06.2
 FH0946
 FH0946|---------------------------------------------------------------------|
 FH0946| PID    Reference Object                     Distance      Geod. Az  |
 FH0946|                                                           dddmmss.s |
 FH0946| FH0944 MAXEY RESET                         APPROX. 7.7 KM 0611317.4 |
 FH0946| FH0947 VINE                                 13.953 METERS 28944     |
 FH0946|---------------------------------------------------------------------|
 FH0946
 FH0946                          SUPERSEDED SURVEY CONTROL
 FH0946
 FH0946  NAD 83(1997)-  35 30 54.32294(N)    094 06 48.42956(W) AD(       ) 2
 FH0946  NAD 83(1986)-  35 30 54.32152(N)    094 06 48.42489(W) AD(       ) 2
 FH0946  NAD 27      -  35 30 54.00967(N)    094 06 47.68876(W) AD(       ) 2
 FH0946  NGVD 29 (07/19/86)  144.9    (m)          475.     (f) VERT ANG       
 FH0946
 FH0946.Superseded values are not recommended for survey control.
 FH0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0946.See file dsdata.txt to determine how the superseded data were derived.
 FH0946
 FH0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9903430737(NAD 83)
 FH0946_MARKER: DR = REFERENCE MARK DISK
 FH0946_SETTING: 0 = UNSPECIFIED SETTING
 FH0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0946
 FH0946  HISTORY     - Date     Condition        Report By
 FH0946  HISTORY     - 1971     MONUMENTED       NGS
 FH0946
 FH0946                          STATION DESCRIPTION
 FH0946
 FH0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FH0946'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND THE
 FH0946'MAIN STREET IN DYER, GO NORTHEAST AND EAST ON U. S. HIGHWAY 64 FOR
 FH0946'1.8 MILES TO A SURFACED ROAD ON LEFT AND STATION VINE AZIMUTH MARK ON
 FH0946'RIGHT.  TURN LEFT AND GO NORTH ON SURFACED ROAD FOR 0.25 MILE TO THE
 FH0946'OVERPASS AND STATION.
 FH0946'
 FH0946'THE STATION MARK, A STANDARD DISK STAMPED VINE NO 1 1971, IS CEMENTED
 FH0946'IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE DRAINAGE PIT
 FH0946'AND IS FLUSH WITH THE SURFACE OF THE PIT.  IT IS 35.5 FEET
 FH0946'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS, 22
 FH0946'FEET EAST OF THE CENTER OF THE ROAD, 3 FEET EAST OF A METAL GUARD
 FH0946'RAIL AND 1-1/2 FEET LOWER IN ELEVATION THAN STATION VINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0658 ***********************************************************************
 GF0658  DESIGNATION -  VIOLA
 GF0658  PID         -  GF0658
 GF0658  STATE/COUNTY-  AR/FULTON
 GF0658  USGS QUAD   -  GEPP (1966)
 GF0658
 GF0658                         *CURRENT SURVEY CONTROL
 GF0658  ___________________________________________________________________
 GF0658* NAD 83(1997)-  36 23 53.31446(N)    092 01 52.58583(W)     ADJUSTED  
 GF0658* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 GF0658  ___________________________________________________________________
 GF0658  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GF0658  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0658
 GF0658  HORZ ORDER  -  THIRD
 GF0658
 GF0658.The horizontal coordinates were established by classical geodetic methods
 GF0658.and adjusted by the National Geodetic Survey in September 1999..
 GF0658
 GF0658.The orthometric height was scaled from a topographic map.
 GF0658
 GF0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0658
 GF0658.The geoid height was determined by GEOID03.
 GF0658
 GF0658;                    North         East     Units Scale Factor Converg.
 GF0658;SPC AR N     -   229,084.838   397,194.374   MT  1.00003674   -0 01 05.5
 GF0658;SPC AR N     -   751,589.17  1,303,128.54   sFT  1.00003674   -0 01 05.5
 GF0658;UTM  15      - 4,028,545.586   586,869.252   MT  0.99969297   +0 34 29.5
 GF0658
 GF0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0658!SPC AR N     -   0.99996002  x   1.00003674  =   0.99999675
 GF0658!UTM  15      -   0.99996002  x   0.99969297  =   0.99965300
 GF0658
 GF0658:                Primary Azimuth Mark                     Grid Az
 GF0658:SPC AR N     -  BEXAR                                    172 49 29.5
 GF0658:UTM  15      -  BEXAR                                    172 13 54.5
 GF0658
 GF0658|---------------------------------------------------------------------|
 GF0658| PID    Reference Object                     Distance      Geod. Az  |
 GF0658|                                                           dddmmss.s |
 GF0658| GF0659 BEXAR                               APPROX.12.2 KM 1724824.0 |
 GF0658| CI3549 VIOLA RM 1                           22.753 METERS 18527     |
 GF0658| CI3548 VIOLA AZ MK                                        2534558.1 |
 GF0658| CI3550 VIOLA RM 2                           22.598 METERS 25615     |
 GF0658| CI3551 VIOLA RM 3                           15.131 METERS 25942     |
 GF0658|---------------------------------------------------------------------|
 GF0658
 GF0658                          SUPERSEDED SURVEY CONTROL
 GF0658
 GF0658  NAD 83(1986)-  36 23 53.32469(N)    092 01 52.58527(W) AD(       ) 3
 GF0658  NAD 27      -  36 23 53.09100(N)    092 01 52.03500(W) AD(       ) 3
 GF0658
 GF0658.Superseded values are not recommended for survey control.
 GF0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0658.See file dsdata.txt to determine how the superseded data were derived.
 GF0658
 GF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA8686928546(NAD 83)
 GF0658_MARKER: DS = TRIANGULATION STATION DISK
 GF0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0658
 GF0658  HISTORY     - Date     Condition        Report By
 GF0658  HISTORY     - 1953     MONUMENTED       CGS
 GF0658  HISTORY     - 1965     GOOD             CGS
 GF0658
 GF0658                          STATION DESCRIPTION
 GF0658
 GF0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0658'THE STATION IS ABOUT 2-1/2 MILES WEST OF THE TOWN OF VIOLA,
 GF0658'NEAR THE EAST OF THE CENTER OF SEC. 15, T 20 N, R 10 W, ON
 GF0658'THE RIGHT-OF-WAY OF U.S. HIGHWAY 62 AND ADJACENT TO PROPERTY
 GF0658'OWNED BY JENNY ROPER.  IT IS 38 FEET NORTH OF THE CENTER OF
 GF0658'THE HIGHWAY, 5 FEET EAST OF A WITNESS POST AND 3 FEET SOUTH OF
 GF0658'A FENCE.
 GF0658'
 GF0658'TO REACH THE STATION FROM A CROSSROADS ON U.S. HIGHWAY 62 AT
 GF0658'THE NORTH EDGE OF VIOLA, GO WEST ON THE HIGHWAY FOR 3.0 MILES
 GF0658'TO THE STATION ON THE RIGHT, CONTINUE WEST 0.25 MILE TO
 GF0658'THE AZIMUTH MARK ON THE RIGHT.
 GF0658'
 GF0658'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GF0658'VIOLA 1953.
 GF0658'
 GF0658'REFERENCE MARK 1 IS 35 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 GF0658'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED VIOLA
 GF0658'NO 1 1953.
 GF0658'
 GF0658'REFERENCE MARK 2 IS 30 FEET NORTH OF THE CENTER OF THE HIGHWAY
 GF0658'AND 11 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 3 INCHES
 GF0658'AND THE DISK IS STAMPED VIOLA NO 2 1953.
 GF0658'
 GF0658'THE AZIMUTH MARK IS 36 FEET NORTHWEST OF THE CENTER OF THE
 GF0658'HIGHWAY, 6 FEET NORTHEAST OF A WITNESS POST AND 5 FEET SOUTHEAST
 GF0658'AND THE DISK IS STAMPED VIOLA 1953.
 GF0658'
 GF0658'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0658
 GF0658                          STATION RECOVERY (1965)
 GF0658
 GF0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0658'STATION RECOVERED AND STATION AND R.M. NO. 1 FOUND IN GOOD
 GF0658'CONDITION.  R.M. NO. 2 AND THE AZIMUTH MARK HAD BEEN DESTROYED
 GF0658'BY ROAD CONSTRUCTION. ONE REFERENCE MARK WAS ESTABLISHED
 GF0658'TO REPLACE THE ONE THAT WAS GONE.  A NEW AZIMUTH MARK WAS
 GF0658'NOT ESTABLISHED AT THIS TIME AS NO OBJECTS WERE VISIBLE FROM THE
 GF0658'GROUND.
 GF0658'
 GF0658'THE STATION MARK WAS FOUND TO BE 38 FEET NORTH OF THE CENTERLINE
 GF0658'OF THE HIGHWAY, 21 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 GF0658'CORNER OF A YARD, 3 FEET SOUTH OF A FENCE AND 1.5 FEET WEST
 GF0658'OF A METAL WITNESS POST.
 GF0658'
 GF0658'R.M. NO. 1 IS SOUTH OF THE STATION AND IS 35 FEET SOUTH
 GF0658'OF THE CENTERLINE OF THE HIGHWAY.
 GF0658'
 GF0658'R.M. NO. 3 IS WEST OF THE STATION, 35.5 FEET NORTH OF THE
 GF0658'CENTERLINE OF THE HIGHWAY AND 6 FEET SOUTH OF THE RIGHT
 GF0658'OF WAY FENCE.  THE DISK WAS SET IN THE TOP OF A CONCRETE
 GF0658'POST AND IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 GF0658'VIOLA NO 3 1953.
 GF0658'
 GF0658'TO REACH THE STATION FROM VIOLA, FROM THE CROSSROADS AT THE
 GF0658'NORTH EDGE OF TOWN, GO WEST ON U.S. HIGHWAY 62 FOR 3.0 MILES TO
 GF0658'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2985 ***********************************************************************
 EH2985  DESIGNATION -  VOSS
 EH2985  PID         -  EH2985
 EH2985  STATE/COUNTY-  AR/ARKANSAS
 EH2985  USGS QUAD   -  ALMYRA (1968)
 EH2985
 EH2985                         *CURRENT SURVEY CONTROL
 EH2985  ___________________________________________________________________
 EH2985* NAD 83(1997)-  34 23 14.80052(N)    091 24 32.13323(W)     ADJUSTED  
 EH2985* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2985  ___________________________________________________________________
 EH2985  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 EH2985  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2985
 EH2985  HORZ ORDER  -  SECOND
 EH2985
 EH2985.The horizontal coordinates were established by classical geodetic methods
 EH2985.and adjusted by the National Geodetic Survey in September 1999..
 EH2985
 EH2985.The orthometric height was scaled from a topographic map.
 EH2985
 EH2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2985
 EH2985.The geoid height was determined by GEOID03.
 EH2985
 EH2985;                    North         East     Units Scale Factor Converg.
 EH2985;SPC AR S     -   591,014.085   454,353.382   MT  0.99993739   +0 19 50.9
 EH2985;SPC AR S     - 1,939,018.71  1,490,657.72   sFT  0.99993739   +0 19 50.9
 EH2985;UTM  15      - 3,806,263.624   646,268.657   MT  0.99986372   +0 53 55.6
 EH2985
 EH2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2985!SPC AR S     -   0.99999444  x   0.99993739  =   0.99993183
 EH2985!UTM  15      -   0.99999444  x   0.99986372  =   0.99985816
 EH2985
 EH2985:                Primary Azimuth Mark                     Grid Az
 EH2985:SPC AR S     -  VOSS AZ MK                               090 40 37.4
 EH2985:UTM  15      -  VOSS AZ MK                               090 06 32.7
 EH2985
 EH2985|---------------------------------------------------------------------|
 EH2985| PID    Reference Object                     Distance      Geod. Az  |
 EH2985|                                                           dddmmss.s |
 EH2985| CY6685 VOSS AZ MK                                         0910028.3 |
 EH2985| EH1400 15 W                                 13.850 METERS 18203     |
 EH2985| CY6686 VOSS RM 1                            37.789 METERS 24709     |
 EH2985| EH2982 ALMYRA MUNICIPAL TANK               APPROX. 2.0 KM 3555609.9 |
 EH2985|---------------------------------------------------------------------|
 EH2985
 EH2985                          SUPERSEDED SURVEY CONTROL
 EH2985
 EH2985  NAD 83(1986)-  34 23 14.80790(N)    091 24 32.12828(W) AD(       ) 2
 EH2985  NAD 27      -  34 23 14.45451(N)    091 24 31.68178(W) AD(       ) 2
 EH2985
 EH2985.Superseded values are not recommended for survey control.
 EH2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2985.See file dsdata.txt to determine how the superseded data were derived.
 EH2985
 EH2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4626906264(NAD 83)
 EH2985_MARKER: DS = TRIANGULATION STATION DISK
 EH2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2985
 EH2985  HISTORY     - Date     Condition        Report By
 EH2985  HISTORY     - 1965     MONUMENTED       CGS
 EH2985
 EH2985                          STATION DESCRIPTION
 EH2985
 EH2985'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2985'STATION IS ABOUT 7 MILES NORTHWEST OF DEWITT, 1-1/4 MILES
 EH2985'SOUTH OF ALMYRA, 1 MILE SOUTHWEST OF VOSS RESERVOIR, AND
 EH2985'ON PROPERTY OWNED BY THE ST. LOUIS - SOUTHWESTERN RAILROAD.
 EH2985'
 EH2985'TO REACH THE STATION FROM THE MAIN CROSSROAD IN ALMYRA, ABOUT
 EH2985'150 FEET EAST OF THE POST OFFICE AND THE WATER TANK, GO SOUTH
 EH2985'ON STATE HIGHWAY 130 FOR 1.05 MILES TO THE CENTER OF A SMALL
 EH2985'CONCRETE BRIDGE.  CONTINUE SOUTH ON HIGHWAY 130 FOR 0.25
 EH2985'MILE TO A POINT WHERE THE HIGHWAY TURNS LEFT AND A GRAVELED
 EH2985'ROAD AHEAD.  CONTINUE AHEAD ON THE GRAVELED ROAD FOR 0.05
 EH2985'MILE TO THE STATION ON THE RIGHT.
 EH2985'
 EH2985'STATION MARKS ARE STANDARD DISKS STAMPED VOSS 1965.  THE
 EH2985'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2985'3 INCHES.  IT IS 79 FEET NORTH OF THE CENTER OF A GRAVELED
 EH2985'ROAD, 65 FEET WEST-SOUTHWEST OF THE CENTER OF A GRAVELED
 EH2985'ROAD, 51.7 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK,
 EH2985'AND 5.6 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 EH2985'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW
 EH2985'THE SURFACE OF THE GROUND.
 EH2985'
 EH2985'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED VOSS NO 1 1965,
 EH2985'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EH2985'IT IS 56.8 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 EH2985'30 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND 2.5
 EH2985'FEET EAST OF POWER POLE NO. 99.
 EH2985'
 EH2985'15 W (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 EH2985'DISK STAMPED 15 W 1928, IS SET IN THE TOP OF A 6 INCH ROUND
 EH2985'CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 56 FEET NORTH
 EH2985'OF POWER POLE NO. 255, 92 FEET WEST-SOUTHWEST OF THE CENTER
 EH2985'OF THE GRAVELED ROAD, 51 FEET EAST OF THE EAST RAIL OF THE
 EH2985'RAILROAD TRACK, AND 33 FEET NORTH OF THE CENTER OF THE GRAVELED
 EH2985'ROAD.
 EH2985'
 EH2985'AZIMUTH MARK, A STANDARD DISK STAMPED VOSS 1965, IS SET IN
 EH2985'A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 EH2985'64 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 63 FEET NORTHWEST
 EH2985'OF THE INTERSECTION OF STATE HIGHWAY 130 AND A GRAVELED
 EH2985'ROAD, 37 FEET NORTH OF THE CENTERLINE OF HIGHWAY 130, 4 FEET
 EH2985'NORTH-NORTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF A POWER
 EH2985'POLE, AND 2 FEET NORTH OF A METAL WITNESS POST.
 EH2985'
 EH2985'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 EH2985'ROAD FOR 0.05 MILE TO THE JUNCTION WITH HIGHWAY 130.  CONTINUE
 EH2985'EAST ON HIGHWAY 130 FOR 0.45 MILE TO A CROSSROAD AND THE
 EH2985'AZIMUTH MARK ON THE LEFT.
 EH2985'
 EH2985'NOTE- REFERENCE MARK NO. 1 MEASURED PULLING 7.5 KG. TAPE TENSION.
 EH2985'
 EH2985'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0923 ***********************************************************************
 EH0923  DESIGNATION -  W
 EH0923  PID         -  EH0923
 EH0923  STATE/COUNTY-  AR/PHILLIPS
 EH0923  USGS QUAD   -  HELENA (1982)
 EH0923
 EH0923                         *CURRENT SURVEY CONTROL
 EH0923  ___________________________________________________________________
 EH0923* NAD 83(1986)-  34 31 45.     (N)    090 35 03.     (W)     SCALED    
 EH0923* NAVD 88     -        60.312  (meters)     197.87   (feet)  ADJUSTED  
 EH0923  ___________________________________________________________________
 EH0923  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0923  DYNAMIC HT  -          60.254 (meters)     197.68  (feet)  COMP
 EH0923  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 EH0923
 EH0923  VERT ORDER  -  SECOND    CLASS 0
 EH0923
 EH0923.The horizontal coordinates were scaled from a topographic map and have
 EH0923.an estimated accuracy of +/- 6 seconds.
 EH0923
 EH0923.The orthometric height was determined by differential leveling
 EH0923.and adjusted by the National Geodetic Survey in June 1991..
 EH0923
 EH0923.The geoid height was determined by GEOID03.
 EH0923
 EH0923.The dynamic height is computed by dividing the NAVD 88
 EH0923.geopotential number by the normal gravity value computed on the
 EH0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0923.degrees latitude (g = 980.6199 gals.).
 EH0923
 EH0923.The modeled gravity was interpolated from observed gravity values.
 EH0923
 EH0923;                    North         East    Units  Estimated Accuracy
 EH0923;SPC AR S     -   607,480.      529,980.      MT  (+/- 180 meters Scaled)
 EH0923
 EH0923                          SUPERSEDED SURVEY CONTROL
 EH0923
 EH0923  NGVD 29 (??/??/??)   60.386  (m)          198.12   (f) ADJUSTED    2 0
 EH0923
 EH0923.Superseded values are not recommended for survey control.
 EH0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0923.See file dsdata.txt to determine how the superseded data were derived.
 EH0923
 EH0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU217234(NAD 83)
 EH0923_MARKER: Z = SEE DESCRIPTION
 EH0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0923_SP_SET: BUILDING
 EH0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0923
 EH0923  HISTORY     - Date     Condition        Report By
 EH0923  HISTORY     - 1901     MONUMENTED       MRC
 EH0923  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0923
 EH0923                          STATION DESCRIPTION
 EH0923
 EH0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0923'IN HELENA.
 EH0923'IN HELENA, UNDER THE SURFACE OF EXTREME EAST END OF THE SILL OF THE
 EH0923'FIRST FLOOR WINDOW IN THE BUILDING AT THE SE CORNER OF CHERRY AND YORK
 EH0923'STREETS, AT PRESENT OCCUIPIED BY THE CITIZENS BUILDING AND LOAN
 EH0923'ASSOCIATIONS AND S.W. ADAMA AND CO., THE WINDOW IS 38 FEET EAST OF
 EH0923'CHERRY STREET AND 8.5 FEET ABOVE THE WALK, THE UNDER SURFACE OF STONE
 EH0923'SILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1158 ***********************************************************************
 EH1158  DESIGNATION -  W
 EH1158  PID         -  EH1158
 EH1158  STATE/COUNTY-  AR/ST FRANCIS
 EH1158  USGS QUAD   -  WHEATLEY (1971)
 EH1158
 EH1158                         *CURRENT SURVEY CONTROL
 EH1158  ___________________________________________________________________
 EH1158* NAD 83(1986)-  34 54 42.     (N)    091 06 44.     (W)     SCALED    
 EH1158* NAVD 88     -        62.935  (meters)     206.48   (feet)  ADJUSTED  
 EH1158  ___________________________________________________________________
 EH1158  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1158  DYNAMIC HT  -          62.878 (meters)     206.29  (feet)  COMP
 EH1158  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 EH1158
 EH1158  VERT ORDER  -  FIRST     CLASS II
 EH1158
 EH1158.The horizontal coordinates were scaled from a topographic map and have
 EH1158.an estimated accuracy of +/- 6 seconds.
 EH1158
 EH1158.The orthometric height was determined by differential leveling
 EH1158.and adjusted by the National Geodetic Survey in June 1991..
 EH1158
 EH1158.The geoid height was determined by GEOID03.
 EH1158
 EH1158.The dynamic height is computed by dividing the NAVD 88
 EH1158.geopotential number by the normal gravity value computed on the
 EH1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1158.degrees latitude (g = 980.6199 gals.).
 EH1158
 EH1158.The modeled gravity was interpolated from observed gravity values.
 EH1158
 EH1158;                    North         East    Units  Estimated Accuracy
 EH1158;SPC AR N     -    64,530.      481,130.      MT  (+/- 180 meters Scaled)
 EH1158
 EH1158                          SUPERSEDED SURVEY CONTROL
 EH1158
 EH1158  NGVD 29 (??/??/??)   62.934  (m)          206.48   (f) ADJUSTED    1 2
 EH1158
 EH1158.Superseded values are not recommended for survey control.
 EH1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1158.See file dsdata.txt to determine how the superseded data were derived.
 EH1158
 EH1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU724648(NAD 83)
 EH1158_MARKER: DB = BENCH MARK DISK
 EH1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1158_STAMPING: ELEV. 206.325 FEET W
 EH1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1158+STABILITY: SURFACE MOTION
 EH1158
 EH1158  HISTORY     - Date     Condition        Report By
 EH1158  HISTORY     - UNK      MONUMENTED       CGS
 EH1158  HISTORY     - 1955     GOOD             CGS
 EH1158  HISTORY     - 20030421 MARK NOT FOUND   USACE
 EH1158
 EH1158                          STATION DESCRIPTION
 EH1158
 EH1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1158'IN WHEATLEY.
 EH1158'AT WHEATLEY, ABOUT 120 YARDS NORTHEAST ALONG THE CHICAGO, ROCK ISLAND
 EH1158'AND PACIFIC RAILROAD FROM NORTHEAST END OF STATION, ABOUT 100 YARDS
 EH1158'NORTHEAST OF CROSSING OF A ROAD LEADING TO A LARGE RICE ELVATOR, 95.2
 EH1158'FEET NORTHWEST AND ACROSS A GRAVEL STREET FROM THE NORTHWEST RAIL OF
 EH1158'MAIN TRACK, 77 1/2 FFEET SOUTHEAST OF EAST PORCH CORNER OF A HOUSE AND
 EH1158'IN LAWN OF SAME HOUSE, ON THE INSIDE OF A RIGHT ANGLE TURN IN GRAVEL
 EH1158'STREET WITH TANGENTS EXTENDING SOUTHWEST AND NORTHWEST AND ABOUT 33
 EH1158'FEET FROM THE CENTER LINE OF BOTH TANGENTS, 5 FEET NORTHWEST OF
 EH1158'NORTHWEST EDGE OF A CONCRETE SIDE WALK, ABOUT 1 FOOT BELOW LEVEL OF
 EH1158'TRACK AND SET IN THE TOP OF A STONE POST PROJECTING 3 INCHES. NOTE-- A
 EH1158'PORTION OF TOP OF STONE POST IS CHIPPED OFF BUT MARK APPEARS TO BE IN
 EH1158'GOOD CONDITION.
 EH1158
 EH1158                          STATION RECOVERY (2003)
 EH1158
 EH1158'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0472 ***********************************************************************
 GE0472  DESIGNATION -  W 1
 GE0472  PID         -  GE0472
 GE0472  STATE/COUNTY-  AR/SHARP
 GE0472  USGS QUAD   -  WILLIFORD (1981)
 GE0472
 GE0472                         *CURRENT SURVEY CONTROL
 GE0472  ___________________________________________________________________
 GE0472* NAD 83(1986)-  36 15 15.     (N)    091 21 04.     (W)     SCALED    
 GE0472* NAVD 88     -        98.003  (meters)     321.53   (feet)  ADJUSTED  
 GE0472  ___________________________________________________________________
 GE0472  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GE0472  DYNAMIC HT  -          97.921 (meters)     321.26  (feet)  COMP
 GE0472  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GE0472
 GE0472  VERT ORDER  -  FIRST     CLASS II
 GE0472
 GE0472.The horizontal coordinates were scaled from a topographic map and have
 GE0472.an estimated accuracy of +/- 6 seconds.
 GE0472
 GE0472.The orthometric height was determined by differential leveling
 GE0472.and adjusted by the National Geodetic Survey in January 1995..
 GE0472
 GE0472.The geoid height was determined by GEOID03.
 GE0472
 GE0472.The dynamic height is computed by dividing the NAVD 88
 GE0472.geopotential number by the normal gravity value computed on the
 GE0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0472.degrees latitude (g = 980.6199 gals.).
 GE0472
 GE0472.The modeled gravity was interpolated from observed gravity values.
 GE0472
 GE0472;                    North         East    Units  Estimated Accuracy
 GE0472;SPC AR N     -   213,300.      458,320.      MT  (+/- 180 meters Scaled)
 GE0472
 GE0472                          SUPERSEDED SURVEY CONTROL
 GE0472
 GE0472  NAVD 88 (06/15/91)   98.013  (m)          321.56   (f) UNKNOWN     1 2
 GE0472  NGVD 29 (10/05/93)   97.898  (m)          321.19   (f) ADJUSTED    1 2
 GE0472
 GE0472.Superseded values are not recommended for survey control.
 GE0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0472.See file dsdata.txt to determine how the superseded data were derived.
 GE0472
 GE0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA481134(NAD 83)
 GE0472_MARKER: DB = BENCH MARK DISK
 GE0472_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0472_SP_SET: HEADWALL
 GE0472_STAMPING: W 1 1928 321.226
 GE0472_MARK LOGO: CGS   
 GE0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0472+STABILITY: SURFACE MOTION
 GE0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0472+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992
 GE0472
 GE0472  HISTORY     - Date     Condition        Report By
 GE0472  HISTORY     - 1928     MONUMENTED       CGS
 GE0472  HISTORY     - 1944     GOOD             NGS
 GE0472  HISTORY     - 1985     GOOD             LOCSUR
 GE0472  HISTORY     - 19920402 GOOD             NGS
 GE0472
 GE0472                          STATION DESCRIPTION
 GE0472
 GE0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0472'0.4 MI NE FROM WILLIFORD.
 GE0472'0.4 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0472'FROM THE STATION AT WILLIFORD, BETWEEN POLES 368/26 AND 368/27,
 GE0472'AT A CULVERT IN THE SOUTH END OF THE WEST HEADWALL, 24 FEET
 GE0472'SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT BELOW
 GE0472'THE TOP OF THE RAIL.
 GE0472
 GE0472                          STATION RECOVERY (1944)
 GE0472
 GE0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0472'RECOVERED IN GOOD CONDITION.
 GE0472
 GE0472                          STATION RECOVERY (1985)
 GE0472
 GE0472'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 GE0472'0.6 MILES NORTHEAST ALONG THE ST. LOUIS--SAN FRANCISCO RAILWAY FROM
 GE0472'THE POST OFFICE AT WILLIFORD, BETWEEN POLES 368-26 AND 368-27 AT A
 GE0472'CULVERT ON A SMALL CREEK IN THE SOUTH END OF THE WEST HEADWALL 24
 GE0472'FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK AND 1 FOOT BELOW
 GE0472'THE TOP OF RAIL. THE RAILROAD STATION REFERRED TO IN THE ORIGINAL
 GE0472'DESC. HAS BEEN REMOVED.
 GE0472
 GE0472                          STATION RECOVERY (1992)
 GE0472
 GE0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0472'0.8 KM (0.50 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 GE0472'FROM THE POST OFFICE IN WILLIFORD, IN TOP OF AND 0.4 M (1.3 FT)
 GE0472'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 GE0472'CULVERT, 6.5 M (21.3 FT) SOUTHEAST OF THE NEAR RAIL, AND 0.3 M
 GE0472'(1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0417 ***********************************************************************
 FG0417  DESIGNATION -  W 100
 FG0417  PID         -  FG0417
 FG0417  STATE/COUNTY-  AR/PERRY
 FG0417  USGS QUAD   -  GLEASON (1991)
 FG0417
 FG0417                         *CURRENT SURVEY CONTROL
 FG0417  ___________________________________________________________________
 FG0417* NAD 83(1986)-  35 04 32.     (N)    092 32 37.     (W)     SCALED    
 FG0417* NAVD 88     -        83.756  (meters)     274.79   (feet)  ADJUSTED  
 FG0417  ___________________________________________________________________
 FG0417  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0417  DYNAMIC HT  -          83.677 (meters)     274.53  (feet)  COMP
 FG0417  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 FG0417
 FG0417  VERT ORDER  -  SECOND    CLASS 0
 FG0417
 FG0417.The horizontal coordinates were scaled from a topographic map and have
 FG0417.an estimated accuracy of +/- 6 seconds.
 FG0417
 FG0417.The orthometric height was determined by differential leveling
 FG0417.and adjusted by the National Geodetic Survey in June 1991..
 FG0417
 FG0417.The geoid height was determined by GEOID03.
 FG0417
 FG0417.The dynamic height is computed by dividing the NAVD 88
 FG0417.geopotential number by the normal gravity value computed on the
 FG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0417.degrees latitude (g = 980.6199 gals.).
 FG0417
 FG0417.The modeled gravity was interpolated from observed gravity values.
 FG0417
 FG0417;                    North         East    Units  Estimated Accuracy
 FG0417;SPC AR N     -    82,480.      350,420.      MT  (+/- 180 meters Scaled)
 FG0417
 FG0417                          SUPERSEDED SURVEY CONTROL
 FG0417
 FG0417  NGVD 29 (??/??/92)   83.780  (m)          274.87   (f) ADJ UNCH    2 0
 FG0417
 FG0417.Superseded values are not recommended for survey control.
 FG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0417.See file dsdata.txt to determine how the superseded data were derived.
 FG0417
 FG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU416815(NAD 83)
 FG0417_MARKER: DB = BENCH MARK DISK
 FG0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0417_STAMPING: W 100 1935
 FG0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0417+STABILITY: SURFACE MOTION
 FG0417
 FG0417  HISTORY     - Date     Condition        Report By
 FG0417  HISTORY     - 1935     MONUMENTED       CGS
 FG0417  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG0417
 FG0417                          STATION DESCRIPTION
 FG0417
 FG0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0417'1.7 MI N FROM BIGELOW.
 FG0417'1.7 MILES NORTH ALONG STATE HIGHWAY 113 FROM THE CHICAGO, ROCK ISLAND
 FG0417'AND PACIFIC RAILWAY STATION AT BIGELOW, THENCE, 7.7 MILES NORTHEAST
 FG0417'ALONG STATE HIGHWAY 60, 1.2 MILES EAST OF THE ROSENWALD SCHOOL
 FG0417'(NEGRO), 0.2 MILE EAST OF A COTTON GIN, AT THE WEST LANDING OF THE
 FG0417'TOAD SUCK FERRY, 160 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FG0417'FERRYMANS HOUSE, 36 FEET NORTH OF THE CREST OF A ROAD LEADING DOWN AN
 FG0417'EMBANKMENT TO THE TOAD SUCK FERRY LANDING, 20 FEET WEST OF THE TOP
 FG0417'EDGE OF THE WEST EMBANKMENT OF THE ARKANSAS RIVER, AND 10 FEET NORTH
 FG0417'OF A 5-FOOT COTTONWOOD TREE.  A STANDARD DISK, STAMPED W 100 1935 AND
 FG0417'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RIVER HAS FLOODED, AND
 FG0417'THE POST HAS CAVED INTO IT OR HAS BEEN BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0865 ***********************************************************************
 GE0865  DESIGNATION -  W 102
 GE0865  PID         -  GE0865
 GE0865  STATE/COUNTY-  AR/RANDOLPH
 GE0865  USGS QUAD   -  HARDY NE (1968)
 GE0865
 GE0865                         *CURRENT SURVEY CONTROL
 GE0865  ___________________________________________________________________
 GE0865* NAD 83(1997)-  36 26 18.74486(N)    091 15 56.18178(W)     ADJUSTED  
 GE0865* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 GE0865  ___________________________________________________________________
 GE0865  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 GE0865  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GE0865
 GE0865  HORZ ORDER  -  SECOND
 GE0865
 GE0865.The horizontal coordinates were established by classical geodetic methods
 GE0865.and adjusted by the National Geodetic Survey in September 1999..
 GE0865
 GE0865.The orthometric height was scaled from a topographic map.
 GE0865
 GE0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0865
 GE0865.The geoid height was determined by GEOID03.
 GE0865
 GE0865;                    North         East     Units Scale Factor Converg.
 GE0865;SPC AR N     -   233,812.914   465,849.607   MT  1.00004701   +0 25 38.4
 GE0865;SPC AR N     -   767,101.20  1,528,374.92   sFT  1.00004701   +0 25 38.4
 GE0865;SPC MO E     -    67,422.608   181,358.313   MT  0.99999136   -0 27 17.1
 GE0865;UTM  15      - 4,033,988.514   655,453.825   MT  0.99989774   +1 01 49.3
 GE0865
 GE0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0865!SPC AR N     -   0.99996601  x   1.00004701  =   1.00001302
 GE0865!SPC MO E     -   0.99996601  x   0.99999136  =   0.99995737
 GE0865!UTM  15      -   0.99996601  x   0.99989774  =   0.99986375
 GE0865
 GE0865                          SUPERSEDED SURVEY CONTROL
 GE0865
 GE0865  NAD 83(1986)-  36 26 18.75257(N)    091 15 56.18097(W) AD(       ) 2
 GE0865  NAD 27      -  36 26 18.52240(N)    091 15 55.70420(W) AD(       ) 2
 GE0865
 GE0865.Superseded values are not recommended for survey control.
 GE0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0865.See file dsdata.txt to determine how the superseded data were derived.
 GE0865
 GE0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5545433989(NAD 83)
 GE0865_MARKER: DD = SURVEY DISK
 GE0865_SETTING: 0 = UNSPECIFIED SETTING
 GE0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0865
 GE0865  HISTORY     - Date     Condition        Report By
 GE0865  HISTORY     - 1955     MONUMENTED       CGS
 GE0865
 GE0865                          STATION DESCRIPTION
 GE0865
 GE0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0865'THE STATION IS 9 MILES NORTH-NORTHWEST OF RAVENDEN SPRINGS,
 GE0865'7-1/4 MILES WEST-NORTHWEST OF DALTON AND 31 FEET SOUTHEAST
 GE0865'OF THE CENTER OF A GRAVELED ROAD.  IT IS A STANDARD U.S. CORP
 GE0865'OF ENGINEERS DEPARTMENT OF THE ARMY DISK CEMENTED IN THE TOP
 GE0865'OF A 5 IN X 5 IN CONCRETE POST WHICH PROJECTS 7 INCHES AND THE
 GE0865'DISK IS STAMPED W 102 1951.  A TRAVERSE WAS MADE TO
 GE0865'TRIANGULATION STATION UNION AND THE DISTANCE WAS FOUND TO BE
 GE0865'73.03 FEET OR 22.260 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1069 ***********************************************************************
 EJ1069  DESIGNATION -  W 103
 EJ1069  PID         -  EJ1069
 EJ1069  STATE/COUNTY-  AR/PERRY
 EJ1069  USGS QUAD   -  NIMROD DAM (1968)
 EJ1069
 EJ1069                         *CURRENT SURVEY CONTROL
 EJ1069  ___________________________________________________________________
 EJ1069* NAD 83(1986)-  34 57 21.     (N)    093 09 26.     (W)     SCALED    
 EJ1069* NAVD 88     -       133.209  (meters)     437.04   (feet)  ADJUSTED  
 EJ1069  ___________________________________________________________________
 EJ1069  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 EJ1069  DYNAMIC HT  -         133.078 (meters)     436.61  (feet)  COMP
 EJ1069  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 EJ1069
 EJ1069  VERT ORDER  -  SECOND    CLASS 0
 EJ1069
 EJ1069.The horizontal coordinates were scaled from a topographic map and have
 EJ1069.an estimated accuracy of +/- 6 seconds.
 EJ1069
 EJ1069.The orthometric height was determined by differential leveling
 EJ1069.and adjusted by the National Geodetic Survey in June 1991..
 EJ1069
 EJ1069.The geoid height was determined by GEOID03.
 EJ1069
 EJ1069.The dynamic height is computed by dividing the NAVD 88
 EJ1069.geopotential number by the normal gravity value computed on the
 EJ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1069.degrees latitude (g = 980.6199 gals.).
 EJ1069
 EJ1069.The modeled gravity was interpolated from observed gravity values.
 EJ1069
 EJ1069;                    North         East    Units  Estimated Accuracy
 EJ1069;SPC AR N     -    69,680.      294,310.      MT  (+/- 180 meters Scaled)
 EJ1069
 EJ1069                          SUPERSEDED SURVEY CONTROL
 EJ1069
 EJ1069  NGVD 29 (??/??/92)  133.18   (m)          436.9    (f) COMPUTED    2 0
 EJ1069
 EJ1069.Superseded values are not recommended for survey control.
 EJ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1069.See file dsdata.txt to determine how the superseded data were derived.
 EJ1069
 EJ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU856681(NAD 83)
 EJ1069_MARKER: DB = BENCH MARK DISK
 EJ1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1069_SP_SET: MONUMENT
 EJ1069_STAMPING: W-103 1935
 EJ1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1069
 EJ1069  HISTORY     - Date     Condition        Report By
 EJ1069  HISTORY     - 1935     MONUMENTED       CGS
 EJ1069  HISTORY     - 1968     GOOD             USE
 EJ1069
 EJ1069                          STATION DESCRIPTION
 EJ1069
 EJ1069'DESCRIBED BY US ENGINEERS 1968
 EJ1069'IN FOURCHE JUNCTION.
 EJ1069'IN THE TOWN OF-- IN THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 4
 EJ1069'NORTH, RANGE 20 WEST. MARK IS LOCATED AT THE INTERSECTION OF STATE
 EJ1069'HIGHWAYS NOS. 7 AND 60, 0.6 MILE NORTHWEST, VIA STATE HIGHWAY NO. 7,
 EJ1069'OF THE CONCRETE AND STEEL BRIDGE OVER THE FOURCHE LA FAVE RIVER, ABOUT
 EJ1069'70 FEET WEST OF THE STOP SIGNS IN THE CENTER OF A TRIANGLE FORMED BY
 EJ1069'THE INTERSECTION OF STATE HIGHWAYS NOS. 7 AND 60, OPPOSITE A SERVICE
 EJ1069'STATION, GROCERY, AND RESTAURANT, ABOUT 31 FEET NORTH OF CENTERLINE OF
 EJ1069'ROAD GOING TO NIMROD RESERVOIR RESIDENT OFFICE, INSIDE A FENCED-OFF
 EJ1069'AREA, 5 FEET WEST OF THE SOUTHEAST CORNER POST, AND 9 FEET WEST OF A
 EJ1069'36 INCH TWIN PINE TREE FORKED AT THE BASE. A USC AND GS CONCRETE
 EJ1069'MONUMENT WITH STANDARD DISK STAMPED W-103 1935 WHICH IS FLUSH WITH
 EJ1069'GROUND.  NOTE-- MARK WAS PREVIOUSLY DESCRIBED AS BEING DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0819 ***********************************************************************
 EJ0819  DESIGNATION -  W 104
 EJ0819  PID         -  EJ0819
 EJ0819  STATE/COUNTY-  AR/GARLAND
 EJ0819  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ0819
 EJ0819                         *CURRENT SURVEY CONTROL
 EJ0819  ___________________________________________________________________
 EJ0819* NAD 83(1997)-  34 36 16.75495(N)    092 55 37.45940(W)     ADJUSTED  
 EJ0819* NAVD 88     -       148.383  (meters)     486.82   (feet)  ADJUSTED  
 EJ0819  ___________________________________________________________________
 EJ0819  X           -    -268,374.189 (meters)                     COMP
 EJ0819  Y           -  -5,248,701.971 (meters)                     COMP
 EJ0819  Z           -   3,601,922.518 (meters)                     COMP
 EJ0819  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 EJ0819  ELLIP HEIGHT-         121.26  (meters)          (09/24/01) GPS OBS
 EJ0819  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EJ0819  DYNAMIC HT  -         148.239 (meters)     486.35  (feet)  COMP
 EJ0819  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 EJ0819
 EJ0819  HORZ ORDER  -  FIRST
 EJ0819  VERT ORDER  -  SECOND    CLASS 0
 EJ0819  ELLP ORDER  -  FOURTH    CLASS II
 EJ0819
 EJ0819.The horizontal coordinates were established by GPS observations
 EJ0819.and adjusted by the National Geodetic Survey in September 1999..
 EJ0819
 EJ0819.The orthometric height was determined by differential leveling
 EJ0819.and adjusted by the National Geodetic Survey in June 1991..
 EJ0819
 EJ0819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ0819
 EJ0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ0819
 EJ0819.The ellipsoidal height was determined by GPS observations
 EJ0819.and is referenced to NAD 83.
 EJ0819
 EJ0819.The geoid height was determined by GEOID03.
 EJ0819
 EJ0819.The dynamic height is computed by dividing the NAVD 88
 EJ0819.geopotential number by the normal gravity value computed on the
 EJ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0819.degrees latitude (g = 980.6199 gals.).
 EJ0819
 EJ0819.The modeled gravity was interpolated from observed gravity values.
 EJ0819
 EJ0819;                    North         East     Units Scale Factor Converg.
 EJ0819;SPC AR S     -   615,336.385   314,968.153   MT  0.99996788   -0 31 07.9
 EJ0819;SPC AR S     - 2,018,816.12  1,033,358.02   sFT  0.99996788   -0 31 07.9
 EJ0819;UTM  15      - 3,829,204.558   506,686.645   MT  0.99960055   +0 02 29.1
 EJ0819
 EJ0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0819!SPC AR S     -   0.99998097  x   0.99996788  =   0.99994885
 EJ0819!UTM  15      -   0.99998097  x   0.99960055  =   0.99958152
 EJ0819
 EJ0819                          SUPERSEDED SURVEY CONTROL
 EJ0819
 EJ0819  ELLIP H (09/14/99)  121.27   (m)                       GP(       ) 4 1
 EJ0819  NAD 83(1986)-  34 36 16.76607(N)    092 55 37.44957(W) AD(       ) 1
 EJ0819  NGVD 29 (??/??/92)  148.383  (m)          486.82   (f) ADJ UNCH    2 0
 EJ0819
 EJ0819.Superseded values are not recommended for survey control.
 EJ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0819.See file dsdata.txt to determine how the superseded data were derived.
 EJ0819
 EJ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0668729205(NAD 83)
 EJ0819_MARKER: DB = BENCH MARK DISK
 EJ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0819_SP_SET: CONCRETE POST
 EJ0819_STAMPING: W 104 1935
 EJ0819_MARK LOGO: CGS   
 EJ0819_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0819+STABILITY: SURFACE MOTION
 EJ0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0819+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1990
 EJ0819
 EJ0819  HISTORY     - Date     Condition        Report By
 EJ0819  HISTORY     - 1935     MONUMENTED       CGS
 EJ0819  HISTORY     - 19890901 GOOD             NGS
 EJ0819  HISTORY     - 19900607 GOOD
 EJ0819
 EJ0819                          STATION DESCRIPTION
 EJ0819
 EJ0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0819'10.4 MI NE FROM HOT SPRINGS.
 EJ0819'10.4 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE HOKE SMITH
 EJ0819'MONUMENT AT HOT SPRINGS, GARLAND COUNTY, AT THE JUNCTION OF A ROAD
 EJ0819'LEADING SOUTHEAST TO LONSDALE, 270 FEET NORTHEAST OF A STANDARD
 EJ0819'SERVICE STATION, 225 FEET NORTHEAST OF THE CENTER LINE OF THE LONSDALE
 EJ0819'ROAD, 185 FEET NORTHEAST OF A CONCRETE CULVERT UNDER THE HIGHWAY, 29.8
 EJ0819'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.2 FEET SOUTHWEST
 EJ0819'OF A POWER-TRANSMISSION LINE POLE, AND 1.2 FEET NORTHWEST OF A FENCE.
 EJ0819'A STANDARD DISK, STAMPED W 104 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0819'POST.
 EJ0819
 EJ0819                          STATION RECOVERY (1989)
 EJ0819
 EJ0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EJ0819'STATION IS LOCATED ABOUT 12.4 KM (7.7 MI) SOUTHEAST OF MOUNTAIN
 EJ0819'VALLEY, 9.8 KM (6.1 MI) WEST-SOUTHWEST OF OWENSVILLE, AND 7.5 KM
 EJ0819'(4.7 MI) NORTHEAST OF FOUNTAIN LAKE.  OWNERSHIP--ARKANSAS HIGHWAY AND
 EJ0819'TRANSPORTATION DEPARTMENT.
 EJ0819'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5, 7 AND 128
 EJ0819'IN NORTHEAST FOUNTAIN LAKE.  GO NORTHEAST ON STATE HIGHWAYS 5 AND 128
 EJ0819'FOR 6.08 KM (3.78 MI) TO THE STATION ON THE RIGHT JUST NORTHEAST OF
 EJ0819'WHERE STATE HIGHWAY 128 TURNS RIGHT.
 EJ0819'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---W 104 1935---, SET
 EJ0819'IN THE TOP OF A 15 CM SQUARE CONCRETE POST THAT PROJECTS 5 CM ABOVE
 EJ0819'THE GROUND. IT IS 54.1 M (177.5 FT) NORTHEAST OF THE CENTERLINE OF
 EJ0819'STATE HIGHWAY 128, 9.1 M (29.9 FT) SOUTHEAST OF THE CENTERLINE OF
 EJ0819'STATE HIGHWAY 5, 5.4 M (17.7 FT) SOUTHWEST OF THE CENTER OF A
 EJ0819'DRIVEWAY, 5.3 M (17.4 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 EJ0819'TELEPHONE JUNCTION BOX NUMBER H5739 H5E, 1.3 M (4.3 FT)
 EJ0819'SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 249, 0.3 M (1.0 FT) NORTHWEST
 EJ0819'OF A FENCE, AND 0.15 M (0.49 FT) NORTHEAST OF A METAL WITNESS POST.
 EJ0819'DESCRIBED BY E.J.HANSMANN.
 EJ0819
 EJ0819                          STATION RECOVERY (1990)
 EJ0819
 EJ0819'RECOVERED 1990
 EJ0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0653 ***********************************************************************
 FG0653  DESIGNATION -  W 106
 FG0653  PID         -  FG0653
 FG0653  STATE/COUNTY-  AR/POPE
 FG0653  USGS QUAD   -  SMYRNA (1980)
 FG0653
 FG0653                         *CURRENT SURVEY CONTROL
 FG0653  ___________________________________________________________________
 FG0653* NAD 83(1986)-  35 38 48.     (N)    092 55 52.     (W)     SCALED    
 FG0653* NAVD 88     -       418.449  (meters)    1372.86   (feet)  ADJUSTED  
 FG0653  ___________________________________________________________________
 FG0653  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG0653  DYNAMIC HT  -         418.055 (meters)    1371.57  (feet)  COMP
 FG0653  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 FG0653
 FG0653  VERT ORDER  -  SECOND    CLASS 0
 FG0653
 FG0653.The horizontal coordinates were scaled from a topographic map and have
 FG0653.an estimated accuracy of +/- 6 seconds.
 FG0653
 FG0653.The orthometric height was determined by differential leveling
 FG0653.and adjusted by the National Geodetic Survey in June 1991..
 FG0653
 FG0653.The geoid height was determined by GEOID03.
 FG0653
 FG0653.The dynamic height is computed by dividing the NAVD 88
 FG0653.geopotential number by the normal gravity value computed on the
 FG0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0653.degrees latitude (g = 980.6199 gals.).
 FG0653
 FG0653.The modeled gravity was interpolated from observed gravity values.
 FG0653
 FG0653;                    North         East    Units  Estimated Accuracy
 FG0653;SPC AR N     -   146,100.      315,680.      MT  (+/- 180 meters Scaled)
 FG0653
 FG0653                          SUPERSEDED SURVEY CONTROL
 FG0653
 FG0653  NGVD 29 (??/??/92)  418.389  (m)         1372.66   (f) ADJ UNCH    2 0
 FG0653
 FG0653.Superseded values are not recommended for survey control.
 FG0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0653.See file dsdata.txt to determine how the superseded data were derived.
 FG0653
 FG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV062447(NAD 83)
 FG0653_MARKER: DB = BENCH MARK DISK
 FG0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0653_STAMPING: W 106 1935
 FG0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0653+STABILITY: SURFACE MOTION
 FG0653
 FG0653  HISTORY     - Date     Condition        Report By
 FG0653  HISTORY     - 1935     MONUMENTED       CGS
 FG0653
 FG0653                          STATION DESCRIPTION
 FG0653
 FG0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0653'1.1 MI SW FROM SMYRNA.
 FG0653'1.1 MILES SOUTHWEST ALONG A ROAD LEADING TO STATE HIGHWAY 27 FROM THE
 FG0653'POST OFFICE AT SMYRNA, POPE COUNTY, 2 MILES NORTHEAST OF THE JUNCTION
 FG0653'WITH STATE HIGHWAY 27, INSIDE A U-CURVE, 29 FEET EAST OF THE
 FG0653'CENTERLINE OF THE ROAD, 69 FEET EAST OF A BLAZED 24-INCH WHITE OAK
 FG0653'TREE, AND 2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED W
 FG0653'106 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2189 ***********************************************************************
 EH2189  DESIGNATION -  W 108
 EH2189  PID         -  EH2189
 EH2189  STATE/COUNTY-  AR/PRAIRIE
 EH2189  USGS QUAD   -  CARLISLE (1994)
 EH2189
 EH2189                         *CURRENT SURVEY CONTROL
 EH2189  ___________________________________________________________________
 EH2189* NAD 83(1986)-  34 46 52.     (N)    091 39 05.     (W)     SCALED    
 EH2189* NAVD 88     -        71.244  (meters)     233.74   (feet)  ADJUSTED  
 EH2189  ___________________________________________________________________
 EH2189  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2189  DYNAMIC HT  -          71.177 (meters)     233.52  (feet)  COMP
 EH2189  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 EH2189
 EH2189  VERT ORDER  -  FIRST     CLASS II
 EH2189
 EH2189.The horizontal coordinates were scaled from a topographic map and have
 EH2189.an estimated accuracy of +/- 6 seconds.
 EH2189
 EH2189.The orthometric height was determined by differential leveling
 EH2189.and adjusted by the National Geodetic Survey in June 1991..
 EH2189
 EH2189.The geoid height was determined by GEOID03.
 EH2189
 EH2189.The dynamic height is computed by dividing the NAVD 88
 EH2189.geopotential number by the normal gravity value computed on the
 EH2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2189.degrees latitude (g = 980.6199 gals.).
 EH2189
 EH2189.The modeled gravity was interpolated from observed gravity values.
 EH2189
 EH2189;                    North         East    Units  Estimated Accuracy
 EH2189;SPC AR S     -   634,580.      431,910.      MT  (+/- 180 meters Scaled)
 EH2189
 EH2189                          SUPERSEDED SURVEY CONTROL
 EH2189
 EH2189  NGVD 29 (??/??/??)   71.255  (m)          233.78   (f) ADJUSTED    1 2
 EH2189
 EH2189.Superseded values are not recommended for survey control.
 EH2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2189.See file dsdata.txt to determine how the superseded data were derived.
 EH2189
 EH2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU233495(NAD 83)
 EH2189_MARKER: DB = BENCH MARK DISK
 EH2189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2189_SP_SET: CULVERT
 EH2189_STAMPING: W 108 1954
 EH2189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2189+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 EH2189
 EH2189  HISTORY     - Date     Condition        Report By
 EH2189  HISTORY     - 1954     MONUMENTED       CGS
 EH2189  HISTORY     - 20030609 GOOD             USACE
 EH2189
 EH2189                          STATION DESCRIPTION
 EH2189
 EH2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2189'4.2 MI W FROM HAZEN.
 EH2189'4.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2189'FROM THE STATION AT HAZEN, 15 FEET NORTH OF THE NORTH RAIL, SET IN THE
 EH2189'TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 EH2189
 EH2189                          STATION RECOVERY (2003)
 EH2189
 EH2189'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0028 ***********************************************************************
 DL0028  DESIGNATION -  W 11
 DL0028  PID         -  DL0028
 DL0028  STATE/COUNTY-  AR/CALHOUN
 DL0028  USGS QUAD   -  FORDYCE (1985)
 DL0028
 DL0028                         *CURRENT SURVEY CONTROL
 DL0028  ___________________________________________________________________
 DL0028* NAD 83(1986)-  33 46 39.     (N)    092 29 29.     (W)     SCALED    
 DL0028* NAVD 88     -        95.466  (meters)     313.21   (feet)  ADJUSTED  
 DL0028  ___________________________________________________________________
 DL0028  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0028  DYNAMIC HT  -          95.368 (meters)     312.89  (feet)  COMP
 DL0028  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DL0028
 DL0028  VERT ORDER  -  SECOND    CLASS 0
 DL0028
 DL0028.The horizontal coordinates were scaled from a topographic map and have
 DL0028.an estimated accuracy of +/- 6 seconds.
 DL0028
 DL0028.The orthometric height was determined by differential leveling
 DL0028.and adjusted by the National Geodetic Survey in June 1991..
 DL0028
 DL0028.The geoid height was determined by GEOID03.
 DL0028
 DL0028.The dynamic height is computed by dividing the NAVD 88
 DL0028.geopotential number by the normal gravity value computed on the
 DL0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0028.degrees latitude (g = 980.6199 gals.).
 DL0028
 DL0028.The modeled gravity was interpolated from observed gravity values.
 DL0028
 DL0028;                    North         East    Units  Estimated Accuracy
 DL0028;SPC AR S     -   523,310.      354,490.      MT  (+/- 180 meters Scaled)
 DL0028
 DL0028                          SUPERSEDED SURVEY CONTROL
 DL0028
 DL0028  NGVD 29 (??/??/92)   95.509  (m)          313.35   (f) ADJ UNCH    2 0
 DL0028
 DL0028.Superseded values are not recommended for survey control.
 DL0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0028.See file dsdata.txt to determine how the superseded data were derived.
 DL0028
 DL0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT470376(NAD 83)
 DL0028_MARKER: DB = BENCH MARK DISK
 DL0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0028_STAMPING: 313.470 W 11 1932
 DL0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0028+STABILITY: SURFACE MOTION
 DL0028
 DL0028  HISTORY     - Date     Condition        Report By
 DL0028  HISTORY     - 1932     MONUMENTED       CGS
 DL0028  HISTORY     - 1965     MARK NOT FOUND   USGS
 DL0028
 DL0028                          STATION DESCRIPTION
 DL0028
 DL0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0028'IN THORNTON.
 DL0028'AT THORNTON, CALHOUN COUNTY, 70 FEET NORTHEAST OF THE NORTHEAST CORNER
 DL0028'OF THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, ABOUT 156 FEET
 DL0028'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, AND 20 FEET NORTHWEST OF
 DL0028'THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 313.470 W
 DL0028'11 1932 AND SET IN THE TOP OF A CONCRETE POST.
 DL0028
 DL0028                          STATION RECOVERY (1965)
 DL0028
 DL0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DL0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2055 ***********************************************************************
 EH2055  DESIGNATION -  W 110
 EH2055  PID         -  EH2055
 EH2055  STATE/COUNTY-  AR/PRAIRIE
 EH2055  USGS QUAD   -  HICKORY PLAINS (1994)
 EH2055
 EH2055                         *CURRENT SURVEY CONTROL
 EH2055  ___________________________________________________________________
 EH2055* NAD 83(1986)-  34 56 26.     (N)    091 44 47.     (W)     SCALED    
 EH2055* NAVD 88     -        77.422  (meters)     254.01   (feet)  ADJUSTED  
 EH2055  ___________________________________________________________________
 EH2055  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EH2055  DYNAMIC HT  -          77.351 (meters)     253.78  (feet)  COMP
 EH2055  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 EH2055
 EH2055  VERT ORDER  -  FIRST     CLASS II
 EH2055
 EH2055.The horizontal coordinates were scaled from a topographic map and have
 EH2055.an estimated accuracy of +/- 6 seconds.
 EH2055
 EH2055.The orthometric height was determined by differential leveling
 EH2055.and adjusted by the National Geodetic Survey in June 1991..
 EH2055
 EH2055.The geoid height was determined by GEOID03.
 EH2055
 EH2055.The dynamic height is computed by dividing the NAVD 88
 EH2055.geopotential number by the normal gravity value computed on the
 EH2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2055.degrees latitude (g = 980.6199 gals.).
 EH2055
 EH2055.The modeled gravity was interpolated from observed gravity values.
 EH2055
 EH2055;                    North         East    Units  Estimated Accuracy
 EH2055;SPC AR S     -   652,240.      423,170.      MT  (+/- 180 meters Scaled)
 EH2055
 EH2055                          SUPERSEDED SURVEY CONTROL
 EH2055
 EH2055  NGVD 29 (??/??/??)   77.427  (m)          254.03   (f) ADJUSTED    1 2
 EH2055
 EH2055.Superseded values are not recommended for survey control.
 EH2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2055.See file dsdata.txt to determine how the superseded data were derived.
 EH2055
 EH2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU144671(NAD 83)
 EH2055_MARKER: DB = BENCH MARK DISK
 EH2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2055_STAMPING: W 110 1954
 EH2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2055+STABILITY: SURFACE MOTION
 EH2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2055+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH2055
 EH2055  HISTORY     - Date     Condition        Report By
 EH2055  HISTORY     - 1954     MONUMENTED       CGS
 EH2055  HISTORY     - 1967     GOOD             CGS
 EH2055  HISTORY     - 20030611 GOOD             USACE
 EH2055
 EH2055                          STATION DESCRIPTION
 EH2055
 EH2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2055'4.05 MI S FROM HICKORY PLAINS.
 EH2055'FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY PLAINS, GO
 EH2055'SOUTH ON STATE HIGHWAY 13 FOR 4.05 MILES TO A FARMHOUSE AND THE MARK
 EH2055'ON THE LEFT, 104 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 EH2055'FARMHOUSE, 45 FEET EAST OF THE CENTER OF THE HIGHWAY, 13 FEET SOUTH OF
 EH2055'A POWERLINE POLE, 5 FEET NORTHWEST OF A FENCE CORNER, 4 FEET WEST OF A
 EH2055'FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND
 EH2055'CONCRETE POST PROJECTING 3 INCHES.  IT IS ON THE NEW ROAD RIGHT-OF-WAY
 EH2055'LINE.
 EH2055
 EH2055                          STATION RECOVERY (2003)
 EH2055
 EH2055'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2043 ***********************************************************************
 EH2043  DESIGNATION -  W 111 RESET
 EH2043  PID         -  EH2043
 EH2043  STATE/COUNTY-  AR/LONOKE
 EH2043  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2043
 EH2043                         *CURRENT SURVEY CONTROL
 EH2043  ___________________________________________________________________
 EH2043* NAD 83(1986)-  34 52 01.     (N)    091 45 26.     (W)     SCALED    
 EH2043* NAVD 88     -        70.00   (meters)     229.7    (feet)  RESET     
 EH2043  ___________________________________________________________________
 EH2043  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH2043
 EH2043  VERT ORDER  -  THIRD
 EH2043
 EH2043.The horizontal coordinates were scaled from a topographic map and have
 EH2043.an estimated accuracy of +/- 6 seconds.
 EH2043
 EH2043.The orthometric height was computed from unverified reset data.
 EH2043.No vertical observational check was made to the station.
 EH2043
 EH2043.The geoid height was determined by GEOID03.
 EH2043
 EH2043;                    North         East    Units  Estimated Accuracy
 EH2043;SPC AR S     -   644,080.      422,200.      MT  (+/- 180 meters Scaled)
 EH2043
 EH2043                          SUPERSEDED SURVEY CONTROL
 EH2043
 EH2043  NGVD 29 (??/??/??)   70.00   (m)          229.7    (f) RESET       3  
 EH2043
 EH2043.Superseded values are not recommended for survey control.
 EH2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2043.See file dsdata.txt to determine how the superseded data were derived.
 EH2043
 EH2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU135589(NAD 83)
 EH2043_MARKER: DB = BENCH MARK DISK
 EH2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2043_STAMPING: W 111 RESET 1963
 EH2043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2043+STABILITY: SURFACE MOTION
 EH2043
 EH2043  HISTORY     - Date     Condition        Report By
 EH2043  HISTORY     - 1963     MONUMENTED       CGS
 EH2043  HISTORY     - 1967     GOOD             CGS
 EH2043  HISTORY     - 19980901 GOOD             NRCS
 EH2043
 EH2043                          STATION DESCRIPTION
 EH2043
 EH2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2043'6.5 MI N FROM CARLISLE.
 EH2043'FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION IN
 EH2043'CARLISLE, GO NORTH ON STATE HIGHWAY 13 FOR 5.25 MILES TO A SIDE ROAD
 EH2043'LEADING WEST, THENCE NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON
 EH2043'THE RIGHT, 380 FEET SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST, 40
 EH2043'FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET WEST OF A NORTH-SOUTH
 EH2043'FENCE, 2 FEET NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND
 EH2043'CONCRETE POST PROJECTING 2 INCHES.
 EH2043
 EH2043                          STATION RECOVERY (1998)
 EH2043
 EH2043'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH2043'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1639 ***********************************************************************
 EH1639  DESIGNATION -  W 112
 EH1639  PID         -  EH1639
 EH1639  STATE/COUNTY-  AR/ARKANSAS
 EH1639  USGS QUAD   -  LODGE CORNER (1968)
 EH1639
 EH1639                         *CURRENT SURVEY CONTROL
 EH1639  ___________________________________________________________________
 EH1639* NAD 83(1986)-  34 19 17.     (N)    091 32 08.     (W)     SCALED    
 EH1639* NAVD 88     -        58.984  (meters)     193.52   (feet)  ADJUSTED  
 EH1639  ___________________________________________________________________
 EH1639  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EH1639  DYNAMIC HT  -          58.927 (meters)     193.33  (feet)  COMP
 EH1639  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 EH1639
 EH1639  VERT ORDER  -  FIRST     CLASS II
 EH1639
 EH1639.The horizontal coordinates were scaled from a topographic map and have
 EH1639.an estimated accuracy of +/- 6 seconds.
 EH1639
 EH1639.The orthometric height was determined by differential leveling
 EH1639.and adjusted by the National Geodetic Survey in August 1993..
 EH1639
 EH1639.The geoid height was determined by GEOID03.
 EH1639
 EH1639.The dynamic height is computed by dividing the NAVD 88
 EH1639.geopotential number by the normal gravity value computed on the
 EH1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1639.degrees latitude (g = 980.6199 gals.).
 EH1639
 EH1639.The modeled gravity was interpolated from observed gravity values.
 EH1639
 EH1639;                    North         East    Units  Estimated Accuracy
 EH1639;SPC AR S     -   583,630.      442,740.      MT  (+/- 180 meters Scaled)
 EH1639
 EH1639                          SUPERSEDED SURVEY CONTROL
 EH1639
 EH1639  NAVD 88 (06/15/91)   59.032  (m)          193.67   (f) UNKNOWN     1 2
 EH1639  NGVD 29 (??/??/??)   59.048  (m)          193.73   (f) ADJUSTED    1 2
 EH1639
 EH1639.Superseded values are not recommended for survey control.
 EH1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1639.See file dsdata.txt to determine how the superseded data were derived.
 EH1639
 EH1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT347987(NAD 83)
 EH1639_MARKER: DB = BENCH MARK DISK
 EH1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1639_SP_SET: CULVERT
 EH1639_STAMPING: W 112 1954
 EH1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1639
 EH1639  HISTORY     - Date     Condition        Report By
 EH1639  HISTORY     - 1954     MONUMENTED       CGS
 EH1639  HISTORY     - 20030619 MARK NOT FOUND   USACE
 EH1639
 EH1639                          STATION DESCRIPTION
 EH1639
 EH1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1639'1.9 MI N FROM LODGES CORNER.
 EH1639'1.9 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGES
 EH1639'CORNER, AT THE STILLWELL SCHOOL, 72 FEET EAST OF THE EAST WALL OF THE
 EH1639'SCHOOL BUILDING, 17 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET
 EH1639'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 EH1639'CULVERT.
 EH1639
 EH1639                          STATION RECOVERY (2003)
 EH1639
 EH1639'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2350 ***********************************************************************
 EH2350  DESIGNATION -  W 113
 EH2350  PID         -  EH2350
 EH2350  STATE/COUNTY-  AR/ARKANSAS
 EH2350  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2350
 EH2350                         *CURRENT SURVEY CONTROL
 EH2350  ___________________________________________________________________
 EH2350* NAD 83(1997)-  34 34 01.50591(N)    091 33 25.18144(W)     ADJUSTED  
 EH2350* NAVD 88     -        67.422  (meters)     221.20   (feet)  ADJUSTED  
 EH2350  ___________________________________________________________________
 EH2350  X           -    -142,863.062 (meters)                     COMP
 EH2350  Y           -  -5,255,916.910 (meters)                     COMP
 EH2350  Z           -   3,598,445.630 (meters)                     COMP
 EH2350  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 EH2350  ELLIP HEIGHT-          40.74  (meters)          (03/09/05) GPS OBS
 EH2350  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH2350  DYNAMIC HT  -          67.358 (meters)     220.99  (feet)  COMP
 EH2350  MODELED GRAV-     979,682.0   (mgal)                       NAVD 88
 EH2350
 EH2350  HORZ ORDER  -  FIRST
 EH2350  VERT ORDER  -  FIRST     CLASS II
 EH2350  ELLP ORDER  -  FOURTH    CLASS I
 EH2350
 EH2350.The horizontal coordinates were established by GPS observations
 EH2350.and adjusted by the WOOLPERT CONSULTANTS in March 2005..
 EH2350
 EH2350.The orthometric height was determined by differential leveling
 EH2350.and adjusted by the National Geodetic Survey in June 1991..
 EH2350
 EH2350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2350
 EH2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2350
 EH2350.The ellipsoidal height was determined by GPS observations
 EH2350.and is referenced to NAD 83.
 EH2350
 EH2350.The geoid height was determined by GEOID03.
 EH2350
 EH2350.The dynamic height is computed by dividing the NAVD 88
 EH2350.geopotential number by the normal gravity value computed on the
 EH2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2350.degrees latitude (g = 980.6199 gals.).
 EH2350
 EH2350.The modeled gravity was interpolated from observed gravity values.
 EH2350
 EH2350;                    North         East     Units Scale Factor Converg.
 EH2350;SPC AR S     -   610,871.800   440,651.278   MT  0.99996158   +0 14 52.6
 EH2350;SPC AR S     - 2,004,168.56  1,445,703.40   sFT  0.99996158   +0 14 52.6
 EH2350;UTM  15      - 3,825,982.015   632,371.377   MT  0.99981597   +0 49 07.8
 EH2350
 EH2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2350!SPC AR S     -   0.99999360  x   0.99996158  =   0.99995519
 EH2350!UTM  15      -   0.99999360  x   0.99981597  =   0.99980958
 EH2350
 EH2350                          SUPERSEDED SURVEY CONTROL
 EH2350
 EH2350  NAVD 88 (03/09/05)   67.42   (m)          221.2    (f) LEVELING    3  
 EH2350  NGVD 29 (??/??/??)   67.448  (m)          221.29   (f) ADJUSTED    1 2
 EH2350
 EH2350.Superseded values are not recommended for survey control.
 EH2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2350.See file dsdata.txt to determine how the superseded data were derived.
 EH2350
 EH2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3237125982(NAD 83)
 EH2350_MARKER: DB = BENCH MARK DISK
 EH2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2350_STAMPING: W 113 1954
 EH2350_MARK LOGO: CGS   
 EH2350_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2350+STABILITY: SURFACE MOTION
 EH2350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2350+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 EH2350
 EH2350  HISTORY     - Date     Condition        Report By
 EH2350  HISTORY     - 1954     MONUMENTED       CGS
 EH2350  HISTORY     - 20020405 GOOD             USACE
 EH2350  HISTORY     - 20041115 GOOD             WOOLPT
 EH2350
 EH2350                          STATION DESCRIPTION
 EH2350
 EH2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2350'4.8 MI N FROM STUTTGART.
 EH2350'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2350'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2350'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2350'ALONG STATE HIGHWAYS 11 AND 30, THENCE 2.0 MILES NORTH ALONG STATE
 EH2350'HIGHWAY 11, 81 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 EH2350'SOUTH OF THE ARKANSAS AND PRAIRIE COUNTY LINE, 23 FEET EAST OF A
 EH2350'TELEPHONE POLE, 15 FEET SOUTHWEST OF A POWER POLE, 2 FEET WEST OF A
 EH2350'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 EH2350'FOOT ABOVE THE GROUND.
 EH2350
 EH2350                          STATION RECOVERY (2002)
 EH2350
 EH2350'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2350'RECOVERED IN GOOD CONDITION.
 EH2350
 EH2350                          STATION RECOVERY (2004)
 EH2350
 EH2350'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 EH2350'THE STATION IS LOCATED APPROXIMATELY 18.4 MI SOUTHEAST OF THE CITY OF
 EH2350'CARLISLE, 10.8 MI WEST-SOUTHWEST OF THE COMMUNITY OF ROE, AND 4.65 MI
 EH2350'NORTH OF THE CITY OF STUTTGART. LOCATED IN THE SOUTHEAST QUADRANT OF
 EH2350'US HIGHWAY 63 WITH COUNTY HIGHWAY 1 (PRISLOVSKY ROAD).
 EH2350' 
 EH2350'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 63 WITH US HIGHWAY
 EH2350'165, APPROXIMATELY 2.6 MI NORTH OF THE CITY OF STUTTGART, GO NORTH 2.0
 EH2350'MI ON HIGHWAY 63 TO THE JUNCTION OF HIGHWAY 63 WITH HIGHWAY 1, TURN
 EH2350'RIGHT AND GO EAST 200 FEET TO THE STATION ON THE RIGHT. THE STATION IS
 EH2350'A STANDARD 3.5-INCH DIAMETER CGS BRONZE BENCH MARK DISK STAMPED --W
 EH2350'113 1954-- SET INTO THE TOP OF A SQUARE 12-INCH CONCRETE POST SET
 EH2350'FLUSH WITH THE GROUND AND APPROXIMATELY 0.1 M ABOVE HIGHWAY.
 EH2350' 
 EH2350'THE STATION IS 24.1 M (79.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 63,
 EH2350'9.9 M (32.5 FT) SOUTH OF THE CENTERLINE OF PRISLOVSKY ROAD, 7.5 M
 EH2350'(24.5 FT) EAST OF HIGHWAY 63 RIGHT-OF-WAY MARKER, AND 4.7 M (15.4 FT)
 EH2350'WEST-SOUTHWEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1376 ***********************************************************************
 EH1376  DESIGNATION -  W 115
 EH1376  PID         -  EH1376
 EH1376  STATE/COUNTY-  AR/ARKANSAS
 EH1376  USGS QUAD   -  DE WITT SW (1968)
 EH1376
 EH1376                         *CURRENT SURVEY CONTROL
 EH1376  ___________________________________________________________________
 EH1376* NAD 83(1986)-  34 17 35.     (N)    091 23 05.     (W)     SCALED    
 EH1376* NAVD 88     -        59.580  (meters)     195.47   (feet)  ADJUSTED  
 EH1376  ___________________________________________________________________
 EH1376  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH1376  DYNAMIC HT  -          59.522 (meters)     195.28  (feet)  COMP
 EH1376  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 EH1376
 EH1376  VERT ORDER  -  FIRST     CLASS II
 EH1376
 EH1376.The horizontal coordinates were scaled from a topographic map and have
 EH1376.an estimated accuracy of +/- 6 seconds.
 EH1376
 EH1376.The orthometric height was determined by differential leveling
 EH1376.and adjusted by the National Geodetic Survey in August 1993..
 EH1376
 EH1376.The geoid height was determined by GEOID03.
 EH1376
 EH1376.The dynamic height is computed by dividing the NAVD 88
 EH1376.geopotential number by the normal gravity value computed on the
 EH1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1376.degrees latitude (g = 980.6199 gals.).
 EH1376
 EH1376.The modeled gravity was interpolated from observed gravity values.
 EH1376
 EH1376;                    North         East    Units  Estimated Accuracy
 EH1376;SPC AR S     -   580,560.      456,640.      MT  (+/- 180 meters Scaled)
 EH1376
 EH1376                          SUPERSEDED SURVEY CONTROL
 EH1376
 EH1376  NAVD 88 (06/15/91)   59.647  (m)          195.69   (f) UNKNOWN     1 2
 EH1376  NGVD 29 (??/??/??)   59.656  (m)          195.72   (f) ADJUSTED    1 2
 EH1376
 EH1376.Superseded values are not recommended for survey control.
 EH1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1376.See file dsdata.txt to determine how the superseded data were derived.
 EH1376
 EH1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT486958(NAD 83)
 EH1376_MARKER: DB = BENCH MARK DISK
 EH1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1376_STAMPING: W 115 1954
 EH1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1376+STABILITY: SURFACE MOTION
 EH1376
 EH1376  HISTORY     - Date     Condition        Report By
 EH1376  HISTORY     - 1954     MONUMENTED       CGS
 EH1376  HISTORY     - 1968     MARK NOT FOUND   USGS
 EH1376
 EH1376                          STATION DESCRIPTION
 EH1376
 EH1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1376'3.4 MI W FROM DEWITT.
 EH1376'3.0 MILES WEST ALONG STATE HIGHWAY 152 FROM THE COURTHOUSE AT DEWITT,
 EH1376'THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, AT THE DEWITT COMMERCIAL
 EH1376'AIRPORT, 53 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE AIRPORT,
 EH1376'56 FEET SOUTH OF THE SOUTHEAST CORNER OF THE NORTH HANGAR, 24 FEET
 EH1376'WEST OF THE CNETER LINE OF A NORTH AND SOUTH ROAD, 4 FEET WEST OF A
 EH1376'POWER POLE, 5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 EH1376'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH1376
 EH1376                          STATION RECOVERY (1968)
 EH1376
 EH1376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EH1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1385 ***********************************************************************
 DK1385  DESIGNATION -  W 12
 DK1385  PID         -  DK1385
 DK1385  STATE/COUNTY-  AR/ASHLEY
 DK1385  USGS QUAD   -  SNYDER (1960)
 DK1385
 DK1385                         *CURRENT SURVEY CONTROL
 DK1385  ___________________________________________________________________
 DK1385* NAD 83(1986)-  33 17 33.     (N)    091 37 17.     (W)     SCALED    
 DK1385* NAVD 88     -        53.270  (meters)     174.77   (feet)  ADJUSTED  
 DK1385  ___________________________________________________________________
 DK1385  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DK1385  DYNAMIC HT  -          53.214 (meters)     174.59  (feet)  COMP
 DK1385  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 DK1385
 DK1385  VERT ORDER  -  SECOND    CLASS 0
 DK1385
 DK1385.The horizontal coordinates were scaled from a topographic map and have
 DK1385.an estimated accuracy of +/- 6 seconds.
 DK1385
 DK1385.The orthometric height was determined by differential leveling
 DK1385.and adjusted by the National Geodetic Survey in June 1991..
 DK1385
 DK1385.The geoid height was determined by GEOID03.
 DK1385
 DK1385.The dynamic height is computed by dividing the NAVD 88
 DK1385.geopotential number by the normal gravity value computed on the
 DK1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1385.degrees latitude (g = 980.6199 gals.).
 DK1385
 DK1385.The modeled gravity was interpolated from observed gravity values.
 DK1385
 DK1385;                    North         East    Units  Estimated Accuracy
 DK1385;SPC AR S     -   469,480.      435,270.      MT  (+/- 180 meters Scaled)
 DK1385
 DK1385                          SUPERSEDED SURVEY CONTROL
 DK1385
 DK1385  NGVD 29 (??/??/??)   53.362  (m)          175.07   (f) ADJUSTED    2 0
 DK1385
 DK1385.Superseded values are not recommended for survey control.
 DK1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1385.See file dsdata.txt to determine how the superseded data were derived.
 DK1385
 DK1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS283845(NAD 83)
 DK1385_MARKER: DB = BENCH MARK DISK
 DK1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1385_STAMPING: 175.055 W 12 1932
 DK1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1385+STABILITY: SURFACE MOTION
 DK1385
 DK1385  HISTORY     - Date     Condition        Report By
 DK1385  HISTORY     - 1932     MONUMENTED       CGS
 DK1385  HISTORY     - 1959     MARK NOT FOUND   USGS
 DK1385
 DK1385                          STATION DESCRIPTION
 DK1385
 DK1385'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DK1385'IN SNYDER.
 DK1385'AT SNYDER, ASHLEY COUNTY, 70 YARDS WEST OF THE MISSOURI PACIFIC
 DK1385'RAILROAD STATION, NEAR THE WEST END OF THE SIDING, 100 FEET WEST OF A
 DK1385'ROAD CROSSING, 8 FEET EAST OF POLE 451/17, AND 30 FEET NORTH OF THE
 DK1385'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 175.055 W 12
 DK1385'1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0726 ***********************************************************************
 FG0726  DESIGNATION -  W 125
 FG0726  PID         -  FG0726
 FG0726  STATE/COUNTY-  AR/NEWTON
 FG0726  USGS QUAD   -  MOORE (1980)
 FG0726
 FG0726                         *CURRENT SURVEY CONTROL
 FG0726  ___________________________________________________________________
 FG0726* NAD 83(1986)-  35 49 53.     (N)    092 59 52.     (W)     SCALED    
 FG0726* NAVD 88     -       621.068  (meters)    2037.62   (feet)  ADJUSTED  
 FG0726  ___________________________________________________________________
 FG0726  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0726  DYNAMIC HT  -         620.462 (meters)    2035.63  (feet)  COMP
 FG0726  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FG0726
 FG0726  VERT ORDER  -  SECOND    CLASS 0
 FG0726
 FG0726.The horizontal coordinates were scaled from a topographic map and have
 FG0726.an estimated accuracy of +/- 6 seconds.
 FG0726
 FG0726.The orthometric height was determined by differential leveling
 FG0726.and adjusted by the National Geodetic Survey in June 1991..
 FG0726
 FG0726.The geoid height was determined by GEOID03.
 FG0726
 FG0726.The dynamic height is computed by dividing the NAVD 88
 FG0726.geopotential number by the normal gravity value computed on the
 FG0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0726.degrees latitude (g = 980.6199 gals.).
 FG0726
 FG0726.The modeled gravity was interpolated from observed gravity values.
 FG0726
 FG0726;                    North         East    Units  Estimated Accuracy
 FG0726;SPC AR N     -   166,660.      309,850.      MT  (+/- 180 meters Scaled)
 FG0726
 FG0726                          SUPERSEDED SURVEY CONTROL
 FG0726
 FG0726  NGVD 29 (??/??/92)  620.962  (m)         2037.27   (f) ADJ UNCH    2 0
 FG0726
 FG0726.Superseded values are not recommended for survey control.
 FG0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0726.See file dsdata.txt to determine how the superseded data were derived.
 FG0726
 FG0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV002652(NAD 83)
 FG0726_MARKER: DB = BENCH MARK DISK
 FG0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0726_STAMPING: W 125 1935
 FG0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0726+STABILITY: SURFACE MOTION
 FG0726
 FG0726  HISTORY     - Date     Condition        Report By
 FG0726  HISTORY     - 1935     MONUMENTED       CGS
 FG0726
 FG0726                          STATION DESCRIPTION
 FG0726
 FG0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0726'7.2 MI N FROM MOORE.
 FG0726'7.2 MILES NORTH ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF THE
 FG0726'LURTON ROAD AT MOORE, NEWTON COUNTY, 2 MILES NORTH OF THE KETCHERSIDE
 FG0726'TOWER, 0.7 MILE SOUTH OF A ROAD JUNCTION, 850 FEET NORTH OF A SHARP
 FG0726'CURVE FROM WEST TO NORTH, AT ANOTHER CURVE, 32 FEET EAST OF THE
 FG0726'CENTERLINE OF THE ROAD, OPPOSITE A CLEARING, AND 2 FEET HIGHER THAN
 FG0726'THE ROAD.  A STANDARD DISK, STAMPED W 125 1935 AND SET IN THE TOP OF A
 FG0726'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0939 ***********************************************************************
 FG0939  DESIGNATION -  W 126
 FG0939  PID         -  FG0939
 FG0939  STATE/COUNTY-  AR/JOHNSON
 FG0939  USGS QUAD   -  FORT DOUGLAS (1980)
 FG0939
 FG0939                         *CURRENT SURVEY CONTROL
 FG0939  ___________________________________________________________________
 FG0939* NAD 83(1986)-  35 38 10.     (N)    093 12 31.     (W)     SCALED    
 FG0939* NAVD 88     -       486.404  (meters)    1595.81   (feet)  ADJUSTED  
 FG0939  ___________________________________________________________________
 FG0939  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FG0939  DYNAMIC HT  -         485.942 (meters)    1594.29  (feet)  COMP
 FG0939  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 FG0939
 FG0939  VERT ORDER  -  SECOND    CLASS 0
 FG0939
 FG0939.The horizontal coordinates were scaled from a topographic map and have
 FG0939.an estimated accuracy of +/- 6 seconds.
 FG0939
 FG0939.The orthometric height was determined by differential leveling
 FG0939.and adjusted by the National Geodetic Survey in June 1991..
 FG0939
 FG0939.The geoid height was determined by GEOID03.
 FG0939
 FG0939.The dynamic height is computed by dividing the NAVD 88
 FG0939.geopotential number by the normal gravity value computed on the
 FG0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0939.degrees latitude (g = 980.6199 gals.).
 FG0939
 FG0939.The modeled gravity was interpolated from observed gravity values.
 FG0939
 FG0939;                    North         East    Units  Estimated Accuracy
 FG0939;SPC AR N     -   145,200.      290,540.      MT  (+/- 180 meters Scaled)
 FG0939
 FG0939                          SUPERSEDED SURVEY CONTROL
 FG0939
 FG0939  NGVD 29 (??/??/92)  486.351  (m)         1595.64   (f) ADJ UNCH    2 0
 FG0939
 FG0939.Superseded values are not recommended for survey control.
 FG0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0939.See file dsdata.txt to determine how the superseded data were derived.
 FG0939
 FG0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV811436(NAD 83)
 FG0939_MARKER: DB = BENCH MARK DISK
 FG0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0939_STAMPING: W-126 1935
 FG0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0939+STABILITY: SURFACE MOTION
 FG0939
 FG0939  HISTORY     - Date     Condition        Report By
 FG0939  HISTORY     - 1935     MONUMENTED       CGS
 FG0939
 FG0939                          STATION DESCRIPTION
 FG0939
 FG0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0939'3.9 MI S FROM MEADOW KNOB JCT..
 FG0939'3.9 MILES SOUTH OF, ALONG MEADOW KNOB-PILOT KNOB ROAD, FROM JUNCTION
 FG0939'WITH TREAT RD.  LOCATED ABOUT 6.9 MILES SOUTH OF A POINT 4.7 MILES
 FG0939'WEST OF PELSOR POST OFFICE ALONG TREAT RD. AT DIP SOUTH OF WHERE ROAD
 FG0939'IS CUT OUT OF EAST ROCKY HILL SIDE. ABOUT .2 MILE NORTH OF SUMMIT OF
 FG0939'FIRST HENCH NORTH OF LONG, VERY STEEP HILL. 28 FEET WEST OF CENTERLINE
 FG0939'OF MEADOW KNOB-PILOT KNOB ROAD. 21 FEET NORTH OF CENTERLINE OF
 FG0939'DRAINAGE DITCH AT RIGHT ANGLE TO ROAD. TABLET SET IN PRECAST CONCRETE
 FG0939'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1621 ***********************************************************************
 EH1621  DESIGNATION -  W 13
 EH1621  PID         -  EH1621
 EH1621  STATE/COUNTY-  AR/ARKANSAS
 EH1621  USGS QUAD   -  REYDELL (1975)
 EH1621
 EH1621                         *CURRENT SURVEY CONTROL
 EH1621  ___________________________________________________________________
 EH1621* NAD 83(1986)-  34 12 57.     (N)    091 31 14.     (W)     SCALED    
 EH1621* NAVD 88     -        58.120  (meters)     190.68   (feet)  ADJUSTED  
 EH1621  ___________________________________________________________________
 EH1621  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EH1621  DYNAMIC HT  -          58.063 (meters)     190.50  (feet)  COMP
 EH1621  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 EH1621
 EH1621  VERT ORDER  -  FIRST     CLASS II
 EH1621
 EH1621.The horizontal coordinates were scaled from a topographic map and have
 EH1621.an estimated accuracy of +/- 6 seconds.
 EH1621
 EH1621.The orthometric height was determined by differential leveling
 EH1621.and adjusted by the National Geodetic Survey in August 1993..
 EH1621.WARNING-Repeat measurements at this control monument indicate possible
 EH1621.vertical movement.
 EH1621
 EH1621.The geoid height was determined by GEOID03.
 EH1621
 EH1621.The dynamic height is computed by dividing the NAVD 88
 EH1621.geopotential number by the normal gravity value computed on the
 EH1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1621.degrees latitude (g = 980.6199 gals.).
 EH1621
 EH1621.The modeled gravity was interpolated from observed gravity values.
 EH1621
 EH1621;                    North         East    Units  Estimated Accuracy
 EH1621;SPC AR S     -   571,930.      444,180.      MT  (+/- 180 meters Scaled)
 EH1621
 EH1621                          SUPERSEDED SURVEY CONTROL
 EH1621
 EH1621  NAVD 88 (06/15/91)   58.166  (m)          190.83   (f) UNKNOWN     1 2
 EH1621  NGVD 29 (??/??/??)   58.197  (m)          190.93   (f) ADJUSTED    1 2
 EH1621
 EH1621.Superseded values are not recommended for survey control.
 EH1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1621.See file dsdata.txt to determine how the superseded data were derived.
 EH1621
 EH1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT362870(NAD 83)
 EH1621_MARKER: DB = BENCH MARK DISK
 EH1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1621_STAMPING: W 13 1932 190.771
 EH1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1621+STABILITY: SURFACE MOTION
 EH1621
 EH1621  HISTORY     - Date     Condition        Report By
 EH1621  HISTORY     - 1932     MONUMENTED       CGS
 EH1621  HISTORY     - 1954     GOOD             CGS
 EH1621  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1621
 EH1621                          STATION DESCRIPTION
 EH1621
 EH1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1621'0.5 MI S FROM BAYOU METO.
 EH1621'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BAYOU METO,
 EH1621'85 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE, 28 FEET
 EH1621'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 30 FEET SOUTH OF
 EH1621'THE CENTER LINE OF STATE HIGHWAY 11, 14 FEET SOUTH OF A POWER POLE, 28
 EH1621'FEET NORTH OF A POWER POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 EH1621'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH1621
 EH1621                          STATION RECOVERY (2003)
 EH1621
 EH1621'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1621'HWY 11 HAS BEEN RELOCATED. NOW A FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0777 ***********************************************************************
 FG0777  DESIGNATION -  W 130
 FG0777  PID         -  FG0777
 FG0777  STATE/COUNTY-  AR/NEWTON
 FG0777  USGS QUAD   -  PARTHENON (1980)
 FG0777
 FG0777                         *CURRENT SURVEY CONTROL
 FG0777  ___________________________________________________________________
 FG0777* NAD 83(1986)-  35 54 49.     (N)    093 08 15.     (W)     SCALED    
 FG0777* NAVD 88     -       276.199  (meters)     906.16   (feet)  ADJUSTED  
 FG0777  ___________________________________________________________________
 FG0777  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FG0777  DYNAMIC HT  -         275.935 (meters)     905.30  (feet)  COMP
 FG0777  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 FG0777
 FG0777  VERT ORDER  -  SECOND    CLASS 0
 FG0777
 FG0777.The horizontal coordinates were scaled from a topographic map and have
 FG0777.an estimated accuracy of +/- 6 seconds.
 FG0777
 FG0777.The orthometric height was determined by differential leveling
 FG0777.and adjusted by the National Geodetic Survey in June 1991..
 FG0777
 FG0777.The geoid height was determined by GEOID03.
 FG0777
 FG0777.The dynamic height is computed by dividing the NAVD 88
 FG0777.geopotential number by the normal gravity value computed on the
 FG0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0777.degrees latitude (g = 980.6199 gals.).
 FG0777
 FG0777.The modeled gravity was interpolated from observed gravity values.
 FG0777
 FG0777;                    North         East    Units  Estimated Accuracy
 FG0777;SPC AR N     -   175,910.      297,330.      MT  (+/- 180 meters Scaled)
 FG0777
 FG0777                          SUPERSEDED SURVEY CONTROL
 FG0777
 FG0777  NGVD 29 (??/??/92)  276.090  (m)          905.81   (f) ADJ UNCH    2 0
 FG0777
 FG0777.Superseded values are not recommended for survey control.
 FG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0777.See file dsdata.txt to determine how the superseded data were derived.
 FG0777
 FG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV875743(NAD 83)
 FG0777_MARKER: DB = BENCH MARK DISK
 FG0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0777_STAMPING: W 130 1935
 FG0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0777+STABILITY: SURFACE MOTION
 FG0777
 FG0777  HISTORY     - Date     Condition        Report By
 FG0777  HISTORY     - 1935     MONUMENTED       CGS
 FG0777  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0777
 FG0777                          STATION DESCRIPTION
 FG0777
 FG0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0777'IN RED ROCK.
 FG0777'AT RED ROCK, NEWTON COUNTY, AT THE NORTH BANK OF BIG CREEK, 51 FEET
 FG0777'SOUTH OF THE CENTERLINE OF THE ROAD, 15 FEET SOUTH OF THE CENTER OF
 FG0777'THE FRONT ENTRANCE TO THE GEORGE COOPER STORE, 54 FEET NORTHWEST OF A
 FG0777'48-INCH BLACK OAK TREE, AND 3 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 FG0777'OF THE STORE.  A STANDARD DISK, STAMPED W 130 1935 AND SET IN THE TOP
 FG0777'OF A CONCRETE POST.  NOTE-- BUILDING HAS BEEN REMODELED, ABOUT 2 FT OF
 FG0777'FILL HAS BEEN ADDED TO AREA AROUND THE BUILDING.
 FG0777
 FG0777                          STATION RECOVERY (1976)
 FG0777
 FG0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0207 ***********************************************************************
 EK0207  DESIGNATION -  W 131
 EK0207  PID         -  EK0207
 EK0207  STATE/COUNTY-  AR/POLK
 EK0207  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0207
 EK0207                         *CURRENT SURVEY CONTROL
 EK0207  ___________________________________________________________________
 EK0207* NAD 83(1986)-  34 22 07.     (N)    094 11 28.     (W)     SCALED    
 EK0207* NAVD 88     -       341.089  (meters)    1119.06   (feet)  ADJUSTED  
 EK0207  ___________________________________________________________________
 EK0207  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EK0207  DYNAMIC HT  -         340.732 (meters)    1117.88  (feet)  COMP
 EK0207  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 EK0207
 EK0207  VERT ORDER  -  SECOND    CLASS 0
 EK0207
 EK0207.The horizontal coordinates were scaled from a topographic map and have
 EK0207.an estimated accuracy of +/- 6 seconds.
 EK0207
 EK0207.The orthometric height was determined by differential leveling
 EK0207.and adjusted by the National Geodetic Survey in June 1991..
 EK0207
 EK0207.The geoid height was determined by GEOID03.
 EK0207
 EK0207.The dynamic height is computed by dividing the NAVD 88
 EK0207.geopotential number by the normal gravity value computed on the
 EK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0207.degrees latitude (g = 980.6199 gals.).
 EK0207
 EK0207.The modeled gravity was interpolated from observed gravity values.
 EK0207
 EK0207;                    North         East    Units  Estimated Accuracy
 EK0207;SPC AR S     -   590,930.      198,480.      MT  (+/- 180 meters Scaled)
 EK0207
 EK0207                          SUPERSEDED SURVEY CONTROL
 EK0207
 EK0207  NGVD 29 (??/??/92)  341.027  (m)         1118.85   (f) ADJ UNCH    2 0
 EK0207
 EK0207.Superseded values are not recommended for survey control.
 EK0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0207.See file dsdata.txt to determine how the superseded data were derived.
 EK0207
 EK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU904036(NAD 83)
 EK0207_MARKER: DB = BENCH MARK DISK
 EK0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0207_STAMPING: W-131 1935
 EK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0207+STABILITY: SURFACE MOTION
 EK0207
 EK0207  HISTORY     - Date     Condition        Report By
 EK0207  HISTORY     - 1935     MONUMENTED       CGS
 EK0207  HISTORY     - 1961     GOOD             NGS
 EK0207
 EK0207                          STATION DESCRIPTION
 EK0207
 EK0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0207'1 MI W FROM HARTLEY.
 EK0207'1.0 MILE WEST OF, ALONG VANDERVOORT-ATHENS ROAD, FROM J.M.
 EK0207'WATKINS FARM HOUSE.  AT THE HAPPY HILL SCHOOL, 234.5 FEET
 EK0207'EAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, ABOUT 120
 EK0207'FEET WEST OF JUNCTION OF A DIM ROAD SOUTH, 29.5 FEET SOUTH
 EK0207'OF ROAD CENTERLINE, 7 FEET SOUTH OF BLAZED OAK TREE 1 FT. IN
 EK0207'DIAMETER.  TABLET SET IN TOP OF PRECAST CONCRETE POST.
 EK0207
 EK0207                          STATION RECOVERY (1961)
 EK0207
 EK0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0185 ***********************************************************************
 EK0185  DESIGNATION -  W 132
 EK0185  PID         -  EK0185
 EK0185  STATE/COUNTY-  AR/POLK
 EK0185  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0185
 EK0185                         *CURRENT SURVEY CONTROL
 EK0185  ___________________________________________________________________
 EK0185* NAD 83(1986)-  34 25 35.     (N)    094 09 07.     (W)     SCALED    
 EK0185* NAVD 88     -       307.909  (meters)    1010.20   (feet)  ADJUSTED  
 EK0185  ___________________________________________________________________
 EK0185  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EK0185  DYNAMIC HT  -         307.584 (meters)    1009.13  (feet)  COMP
 EK0185  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 EK0185
 EK0185  VERT ORDER  -  SECOND    CLASS 0
 EK0185
 EK0185.The horizontal coordinates were scaled from a topographic map and have
 EK0185.an estimated accuracy of +/- 6 seconds.
 EK0185
 EK0185.The orthometric height was determined by differential leveling
 EK0185.and adjusted by the National Geodetic Survey in June 1991..
 EK0185
 EK0185.The geoid height was determined by GEOID03.
 EK0185
 EK0185.The dynamic height is computed by dividing the NAVD 88
 EK0185.geopotential number by the normal gravity value computed on the
 EK0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0185.degrees latitude (g = 980.6199 gals.).
 EK0185
 EK0185.The modeled gravity was interpolated from observed gravity values.
 EK0185
 EK0185;                    North         East    Units  Estimated Accuracy
 EK0185;SPC AR S     -   597,260.      202,220.      MT  (+/- 180 meters Scaled)
 EK0185
 EK0185                          SUPERSEDED SURVEY CONTROL
 EK0185
 EK0185  NGVD 29 (??/??/92)  307.840  (m)         1009.97   (f) ADJ UNCH    2 0
 EK0185
 EK0185.Superseded values are not recommended for survey control.
 EK0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0185.See file dsdata.txt to determine how the superseded data were derived.
 EK0185
 EK0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU941100(NAD 83)
 EK0185_MARKER: DB = BENCH MARK DISK
 EK0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0185_STAMPING: W-132 1935
 EK0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0185+STABILITY: SURFACE MOTION
 EK0185
 EK0185  HISTORY     - Date     Condition        Report By
 EK0185  HISTORY     - 1935     MONUMENTED       CGS
 EK0185  HISTORY     - 1961     GOOD             NGS
 EK0185
 EK0185                          STATION DESCRIPTION
 EK0185
 EK0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0185'3.1 MI SW FROM SHADY.
 EK0185'3.1 MILES SOUTHWEST OF, ALONG COSSATOT ROAD.  COSSATOT CREEK
 EK0185'BRIDGE HWY BRIDGE.  ABOUT .3 MILE NORTH OF BRIDGE OVER THE
 EK0185'COSSATOT RIVER, AT JUNCTION OF THE HOLLYBRIAR ROAD AND THE
 EK0185'BIG BRUSHY CREEK, 56 FEET SOUTHWEST OF INTERSECTION OF THE
 EK0185'CENTERLINES OF THE ROADS, 55 FEET NORTHWEST OF ROAD MARKER,
 EK0185'24.8 FEET NORTHWEST OF A BLAZED OAK TREE .8 FT. IN DIAMETER,
 EK0185'1 FT. NORTHEAST OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST
 EK0185'CONCRETE POST.
 EK0185
 EK0185                          STATION RECOVERY (1961)
 EK0185
 EK0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1459 ***********************************************************************
 EJ1459  DESIGNATION -  W 133
 EJ1459  PID         -  EJ1459
 EJ1459  STATE/COUNTY-  AR/MONTGOMERY
 EJ1459  USGS QUAD   -  BIG FORK (1980)
 EJ1459
 EJ1459                         *CURRENT SURVEY CONTROL
 EJ1459  ___________________________________________________________________
 EJ1459* NAD 83(1986)-  34 25 39.     (N)    093 55 13.     (W)     SCALED    
 EJ1459* NAVD 88     -       378.156  (meters)    1240.67   (feet)  ADJUSTED  
 EJ1459  ___________________________________________________________________
 EJ1459  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EJ1459  DYNAMIC HT  -         377.760 (meters)    1239.37  (feet)  COMP
 EJ1459  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 EJ1459
 EJ1459  VERT ORDER  -  SECOND    CLASS 0
 EJ1459
 EJ1459.The horizontal coordinates were scaled from a topographic map and have
 EJ1459.an estimated accuracy of +/- 6 seconds.
 EJ1459
 EJ1459.The orthometric height was determined by differential leveling
 EJ1459.and adjusted by the National Geodetic Survey in June 1991..
 EJ1459
 EJ1459.The geoid height was determined by GEOID03.
 EJ1459
 EJ1459.The dynamic height is computed by dividing the NAVD 88
 EJ1459.geopotential number by the normal gravity value computed on the
 EJ1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1459.degrees latitude (g = 980.6199 gals.).
 EJ1459
 EJ1459.The modeled gravity was interpolated from observed gravity values.
 EJ1459
 EJ1459;                    North         East    Units  Estimated Accuracy
 EJ1459;SPC AR S     -   596,960.      223,510.      MT  (+/- 180 meters Scaled)
 EJ1459
 EJ1459                          SUPERSEDED SURVEY CONTROL
 EJ1459
 EJ1459  NGVD 29 (??/??/92)  378.091  (m)         1240.45   (f) ADJ UNCH    2 0
 EJ1459
 EJ1459.Superseded values are not recommended for survey control.
 EJ1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1459.See file dsdata.txt to determine how the superseded data were derived.
 EJ1459
 EJ1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU154099(NAD 83)
 EJ1459_MARKER: DB = BENCH MARK DISK
 EJ1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1459_STAMPING: W 133 1935
 EJ1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1459+STABILITY: SURFACE MOTION
 EJ1459
 EJ1459  HISTORY     - Date     Condition        Report By
 EJ1459  HISTORY     - 1935     MONUMENTED       CGS
 EJ1459  HISTORY     - 1961     GOOD             NGS
 EJ1459
 EJ1459                          STATION DESCRIPTION
 EJ1459
 EJ1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1459'12.2 MI E FROM SHADY.
 EJ1459'MARK RECOVERED ABOUT 1.0 MILE EAST OF THE POLK-MONTGOMERY COUNTY LINE,
 EJ1459'ABOUT 50 FEET NORTH OF THE NORTH END OF A LARGE PIPE CURVERT WITH
 EJ1459'STONE HEADWALL AND 30 FEET WEST OF A 16-INCH OAK TREE WITH THE LETTERS
 EJ1459'BM PAINTED ON WEST SIDE IN BLUE LETTERS.  THE MARK PROJECTS ABOUT 10
 EJ1459'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1514 ***********************************************************************
 EJ1514  DESIGNATION -  W 134
 EJ1514  PID         -  EJ1514
 EJ1514  STATE/COUNTY-  AR/MONTGOMERY
 EJ1514  USGS QUAD   -  ODEN (1985)
 EJ1514
 EJ1514                         *CURRENT SURVEY CONTROL
 EJ1514  ___________________________________________________________________
 EJ1514* NAD 83(1986)-  34 37 11.     (N)    093 46 49.     (W)     SCALED    
 EJ1514* NAVD 88     -       248.980  (meters)     816.86   (feet)  ADJUSTED  
 EJ1514  ___________________________________________________________________
 EJ1514  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 EJ1514  DYNAMIC HT  -         248.723 (meters)     816.02  (feet)  COMP
 EJ1514  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 EJ1514
 EJ1514  VERT ORDER  -  SECOND    CLASS 0
 EJ1514
 EJ1514.The horizontal coordinates were scaled from a topographic map and have
 EJ1514.an estimated accuracy of +/- 6 seconds.
 EJ1514
 EJ1514.The orthometric height was determined by differential leveling
 EJ1514.and adjusted by the National Geodetic Survey in June 1991..
 EJ1514
 EJ1514.The geoid height was determined by GEOID03.
 EJ1514
 EJ1514.The dynamic height is computed by dividing the NAVD 88
 EJ1514.geopotential number by the normal gravity value computed on the
 EJ1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1514.degrees latitude (g = 980.6199 gals.).
 EJ1514
 EJ1514.The modeled gravity was interpolated from observed gravity values.
 EJ1514
 EJ1514;                    North         East    Units  Estimated Accuracy
 EJ1514;SPC AR S     -   618,040.      236,750.      MT  (+/- 180 meters Scaled)
 EJ1514
 EJ1514                          SUPERSEDED SURVEY CONTROL
 EJ1514
 EJ1514  NGVD 29 (??/??/92)  248.915  (m)          816.65   (f) ADJ UNCH    2 0
 EJ1514
 EJ1514.Superseded values are not recommended for survey control.
 EJ1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1514.See file dsdata.txt to determine how the superseded data were derived.
 EJ1514
 EJ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU284311(NAD 83)
 EJ1514_MARKER: DB = BENCH MARK DISK
 EJ1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1514_SP_SET: BUILDING
 EJ1514_STAMPING: W-134 1935
 EJ1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1514+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 EJ1514
 EJ1514  HISTORY     - Date     Condition        Report By
 EJ1514  HISTORY     - 1935     MONUMENTED       CGS
 EJ1514  HISTORY     - 1939     GOOD             NGS
 EJ1514  HISTORY     - 1961     GOOD             NGS
 EJ1514  HISTORY     - 20040701 GOOD             ARHD
 EJ1514
 EJ1514                          STATION DESCRIPTION
 EJ1514
 EJ1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1514'IN ODEN.
 EJ1514'AT ODEN, IN ODEN CONSOLIDATED SCHOOL BUILDING.  ABOUT 0.2 MILE WEST OF
 EJ1514'POST OFFICE.  ABOUT 150 FEET NORTH OF STATE HWY NO. 88.  27.5 FEET
 EJ1514'EAST OF THE SOUTH ENTRANCE TO THE BUILDING.  3 FEET WEST OF THE
 EJ1514'SOUTHEAST CORNER OF BUILDING.  4.0 FEET ABOVE GROUND.  TABLET SET
 EJ1514'VERTICALLY IN BUILDING.
 EJ1514
 EJ1514                          STATION RECOVERY (1961)
 EJ1514
 EJ1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1514'RECOVERED IN GOOD CONDITION.
 EJ1514
 EJ1514                          STATION RECOVERY (2004)
 EJ1514
 EJ1514'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 EJ1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1500 ***********************************************************************
 EJ1500  DESIGNATION -  W 135
 EJ1500  PID         -  EJ1500
 EJ1500  STATE/COUNTY-  AR/POLK
 EJ1500  USGS QUAD   -  BUCK KNOB (1985)
 EJ1500
 EJ1500                         *CURRENT SURVEY CONTROL
 EJ1500  ___________________________________________________________________
 EJ1500* NAD 83(1986)-  34 39 33.     (N)    093 57 13.     (W)     SCALED    
 EJ1500* NAVD 88     -       565.273  (meters)    1854.57   (feet)  ADJUSTED  
 EJ1500  ___________________________________________________________________
 EJ1500  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 EJ1500  DYNAMIC HT  -         564.663 (meters)    1852.57  (feet)  COMP
 EJ1500  MODELED GRAV-     979,537.7   (mgal)                       NAVD 88
 EJ1500
 EJ1500  VERT ORDER  -  SECOND    CLASS 0
 EJ1500
 EJ1500.The horizontal coordinates were scaled from a topographic map and have
 EJ1500.an estimated accuracy of +/- 6 seconds.
 EJ1500
 EJ1500.The orthometric height was determined by differential leveling
 EJ1500.and adjusted by the National Geodetic Survey in June 1991..
 EJ1500
 EJ1500.The geoid height was determined by GEOID03.
 EJ1500
 EJ1500.The dynamic height is computed by dividing the NAVD 88
 EJ1500.geopotential number by the normal gravity value computed on the
 EJ1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1500.degrees latitude (g = 980.6199 gals.).
 EJ1500
 EJ1500.The modeled gravity was interpolated from observed gravity values.
 EJ1500
 EJ1500;                    North         East    Units  Estimated Accuracy
 EJ1500;SPC AR S     -   622,710.      220,940.      MT  (+/- 180 meters Scaled)
 EJ1500
 EJ1500                          SUPERSEDED SURVEY CONTROL
 EJ1500
 EJ1500  NGVD 29 (??/??/92)  565.182  (m)         1854.27   (f) ADJ UNCH    2 0
 EJ1500
 EJ1500.Superseded values are not recommended for survey control.
 EJ1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1500.See file dsdata.txt to determine how the superseded data were derived.
 EJ1500
 EJ1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU126356(NAD 83)
 EJ1500_MARKER: DB = BENCH MARK DISK
 EJ1500_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1500_SP_SET: SET IN ROCK OUTCROP
 EJ1500_STAMPING: W-135 1935
 EJ1500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1500+STABILITY: POSITION/ELEVATION WELL
 EJ1500
 EJ1500  HISTORY     - Date     Condition        Report By
 EJ1500  HISTORY     - 1935     MONUMENTED       CGS
 EJ1500  HISTORY     - 1961     GOOD             NGS
 EJ1500
 EJ1500                          STATION DESCRIPTION
 EJ1500
 EJ1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1500'6.3 MI E FROM EUREKA.
 EJ1500'6.3 MILES EAST OF, ALONG THE NEW POSEY HOLLOW ROAD, FROM EUREKA
 EJ1500'SCHOOL.  ABOUT .1 MILE WEST OF JUNCTION OF ROAD SOUTH TO FOURCHE
 EJ1500'MOUNTAIN AND NORTH TO BUCK KNOB.  ABOUT .1 MILE WEST OF TEMPORARY
 EJ1500'BENCH MARK.  44 FEET NORTH OF ROAD CENTERLINE.  12 FEET NORTH OF A
 EJ1500'BLAZED PINE TREE 1.5 FT. IN DIAMETER.  1.5 FT. ABOVE THE GROUND.
 EJ1500'TABLET SET IN TOP OF AN 8X4 FT. GRANITE OUTCROP.
 EJ1500
 EJ1500                          STATION RECOVERY (1961)
 EJ1500
 EJ1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1177 ***********************************************************************
 EJ1177  DESIGNATION -  W 136
 EJ1177  PID         -  EJ1177
 EJ1177  STATE/COUNTY-  AR/CLARK
 EJ1177  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1177
 EJ1177                         *CURRENT SURVEY CONTROL
 EJ1177  ___________________________________________________________________
 EJ1177* NAD 83(1986)-  34 07 03.     (N)    093 05 48.     (W)     SCALED    
 EJ1177* NAVD 88     -       103.662  (meters)     340.10   (feet)  ADJUSTED  
 EJ1177  ___________________________________________________________________
 EJ1177  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EJ1177  DYNAMIC HT  -         103.558 (meters)     339.76  (feet)  COMP
 EJ1177  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 EJ1177
 EJ1177  VERT ORDER  -  SECOND    CLASS 0
 EJ1177
 EJ1177.The horizontal coordinates were scaled from a topographic map and have
 EJ1177.an estimated accuracy of +/- 6 seconds.
 EJ1177
 EJ1177.The orthometric height was determined by differential leveling
 EJ1177.and adjusted by the National Geodetic Survey in June 1991..
 EJ1177
 EJ1177.The geoid height was determined by GEOID03.
 EJ1177
 EJ1177.The dynamic height is computed by dividing the NAVD 88
 EJ1177.geopotential number by the normal gravity value computed on the
 EJ1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1177.degrees latitude (g = 980.6199 gals.).
 EJ1177
 EJ1177.The modeled gravity was interpolated from observed gravity values.
 EJ1177
 EJ1177;                    North         East    Units  Estimated Accuracy
 EJ1177;SPC AR S     -   561,460.      298,830.      MT  (+/- 180 meters Scaled)
 EJ1177
 EJ1177                          SUPERSEDED SURVEY CONTROL
 EJ1177
 EJ1177  NGVD 29 (??/??/92)  103.672  (m)          340.13   (f) ADJ UNCH    2 0
 EJ1177
 EJ1177.Superseded values are not recommended for survey control.
 EJ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1177.See file dsdata.txt to determine how the superseded data were derived.
 EJ1177
 EJ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT910751(NAD 83)
 EJ1177_MARKER: DB = BENCH MARK DISK
 EJ1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1177_STAMPING: W 136 1935
 EJ1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1177+STABILITY: SURFACE MOTION
 EJ1177
 EJ1177  HISTORY     - Date     Condition        Report By
 EJ1177  HISTORY     - 1935     MONUMENTED       CGS
 EJ1177  HISTORY     - 1935     GOOD             NGS
 EJ1177  HISTORY     - 1964     GOOD             NGS
 EJ1177
 EJ1177                          STATION DESCRIPTION
 EJ1177
 EJ1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1177'2.8 MI W FROM ARKADELPHIA.
 EJ1177'2.8 MILES WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 EJ1177'ARKADELPHIA, 195 FEET WEST OF ITS JUNCTION WITH STATE HIGHWAY 51, 53
 EJ1177'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18.5 FEET SOUTH OF A
 EJ1177'FENCE CORNER, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED
 EJ1177'W 136 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK
 EJ1177'RECOVERED AT THE STORE AND SERVICE STATION OWNED AND OPERATED BY MR C
 EJ1177'E THOMPSON, 9 1/2 FT NW OF NE CORNER OF THE MAIN PART OF THE SERVICE
 EJ1177'STATION BUILDING AND 7 FT N OF N FACE OF THE BUILDING.
 EJ1177
 EJ1177                          STATION RECOVERY (1964)
 EJ1177
 EJ1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1212 ***********************************************************************
 EJ1212  DESIGNATION -  W 137
 EJ1212  PID         -  EJ1212
 EJ1212  STATE/COUNTY-  AR/CLARK
 EJ1212  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1212
 EJ1212                         *CURRENT SURVEY CONTROL
 EJ1212  ___________________________________________________________________
 EJ1212* NAD 83(1986)-  34 05 37.     (N)    093 17 47.     (W)     SCALED    
 EJ1212* NAVD 88     -        85.135  (meters)     279.31   (feet)  ADJUSTED  
 EJ1212  ___________________________________________________________________
 EJ1212  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EJ1212  DYNAMIC HT  -          85.050 (meters)     279.03  (feet)  COMP
 EJ1212  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 EJ1212
 EJ1212  VERT ORDER  -  SECOND    CLASS 0
 EJ1212
 EJ1212.The horizontal coordinates were scaled from a topographic map and have
 EJ1212.an estimated accuracy of +/- 6 seconds.
 EJ1212
 EJ1212.The orthometric height was determined by differential leveling
 EJ1212.and adjusted by the National Geodetic Survey in June 1991..
 EJ1212
 EJ1212.The geoid height was determined by GEOID03.
 EJ1212
 EJ1212.The dynamic height is computed by dividing the NAVD 88
 EJ1212.geopotential number by the normal gravity value computed on the
 EJ1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1212.degrees latitude (g = 980.6199 gals.).
 EJ1212
 EJ1212.The modeled gravity was interpolated from observed gravity values.
 EJ1212
 EJ1212;                    North         East    Units  Estimated Accuracy
 EJ1212;SPC AR S     -   559,020.      280,380.      MT  (+/- 180 meters Scaled)
 EJ1212
 EJ1212                          SUPERSEDED SURVEY CONTROL
 EJ1212
 EJ1212  NGVD 29 (??/??/92)   85.141  (m)          279.33   (f) ADJ UNCH    2 0
 EJ1212
 EJ1212.Superseded values are not recommended for survey control.
 EJ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1212.See file dsdata.txt to determine how the superseded data were derived.
 EJ1212
 EJ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT726725(NAD 83)
 EJ1212_MARKER: DB = BENCH MARK DISK
 EJ1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1212_STAMPING: W 137 1935
 EJ1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1212+STABILITY: SURFACE MOTION
 EJ1212
 EJ1212  HISTORY     - Date     Condition        Report By
 EJ1212  HISTORY     - 1935     MONUMENTED       CGS
 EJ1212  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1212  HISTORY     - 20031120 MARK NOT FOUND   ARHD
 EJ1212
 EJ1212                          STATION DESCRIPTION
 EJ1212
 EJ1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1212'3.1 MI W FROM HOLLYWOOD.
 EJ1212'3.1 MILES WEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 EJ1212'HOLLYWOOD, 0.3 MILE WEST OF TERRE NOIRE CREEK, AT THE JUNCTION OF
 EJ1212'FRAZIER ROAD, 58 FEET NORTHEAST OF THE JUNCTION OF THE ROAD AT THE
 EJ1212'RICHARD HARRINGTON MAILBOX, 48 FEET NORTH OF THE CENTERLINE OF THE
 EJ1212'HIGHWAY, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED W 137
 EJ1212'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1212
 EJ1212                          STATION RECOVERY (1975)
 EJ1212
 EJ1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ1212'MARK NOT FOUND.
 EJ1212
 EJ1212                          STATION RECOVERY (2003)
 EJ1212
 EJ1212'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1147 ***********************************************************************
 EJ1147  DESIGNATION -  W 139
 EJ1147  PID         -  EJ1147
 EJ1147  STATE/COUNTY-  AR/HOT SPRING
 EJ1147  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1147
 EJ1147                         *CURRENT SURVEY CONTROL
 EJ1147  ___________________________________________________________________
 EJ1147* NAD 83(1986)-  34 22 37.     (N)    093 09 45.     (W)     SCALED    
 EJ1147* NAVD 88     -       198.013  (meters)     649.65   (feet)  ADJUSTED  
 EJ1147  ___________________________________________________________________
 EJ1147  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ1147  DYNAMIC HT  -         197.814 (meters)     648.99  (feet)  COMP
 EJ1147  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 EJ1147
 EJ1147  VERT ORDER  -  SECOND    CLASS 0
 EJ1147
 EJ1147.The horizontal coordinates were scaled from a topographic map and have
 EJ1147.an estimated accuracy of +/- 6 seconds.
 EJ1147
 EJ1147.The orthometric height was determined by differential leveling
 EJ1147.and adjusted by the National Geodetic Survey in June 1991..
 EJ1147
 EJ1147.The geoid height was determined by GEOID03.
 EJ1147
 EJ1147.The dynamic height is computed by dividing the NAVD 88
 EJ1147.geopotential number by the normal gravity value computed on the
 EJ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1147.degrees latitude (g = 980.6199 gals.).
 EJ1147
 EJ1147.The modeled gravity was interpolated from observed gravity values.
 EJ1147
 EJ1147;                    North         East    Units  Estimated Accuracy
 EJ1147;SPC AR S     -   590,300.      293,090.      MT  (+/- 180 meters Scaled)
 EJ1147
 EJ1147                          SUPERSEDED SURVEY CONTROL
 EJ1147
 EJ1147  NGVD 29 (??/??/92)  198.007  (m)          649.63   (f) ADJ UNCH    2 0
 EJ1147
 EJ1147.Superseded values are not recommended for survey control.
 EJ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1147.See file dsdata.txt to determine how the superseded data were derived.
 EJ1147
 EJ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU850039(NAD 83)
 EJ1147_MARKER: DB = BENCH MARK DISK
 EJ1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1147_SP_SET: BRIDGE
 EJ1147_STAMPING: W 139 1935
 EJ1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1147
 EJ1147  HISTORY     - Date     Condition        Report By
 EJ1147  HISTORY     - 1935     MONUMENTED       CGS
 EJ1147
 EJ1147                          STATION DESCRIPTION
 EJ1147
 EJ1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1147'5.9 MI N FROM BISMARCK.
 EJ1147'5.9 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 EJ1147'BISMARCK, 0.3 MILE NORTH OF A SPRING, AT A CONCRETE BRIDGE OVER
 EJ1147'FOURCHE A LOUPE CREEK, 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EJ1147'IN THE TOP OF THE WINGWALL, AND 1.3 FEET WEST OF THE WEST END OF THE
 EJ1147'NORTH GUARD RAIL.  A STANDARD DISK, STAMPED W 139 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1148 ***********************************************************************
 EJ1148  DESIGNATION -  W 139 RESET
 EJ1148  PID         -  EJ1148
 EJ1148  STATE/COUNTY-  AR/HOT SPRING
 EJ1148  USGS QUAD   -  HEMPWALLACE (1976)
 EJ1148
 EJ1148                         *CURRENT SURVEY CONTROL
 EJ1148  ___________________________________________________________________
 EJ1148* NAD 83(1986)-  34 22 37.     (N)    093 09 45.     (W)     SCALED    
 EJ1148* NAVD 88     -       198.17   (meters)     650.2    (feet)  RESET     
 EJ1148  ___________________________________________________________________
 EJ1148  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ1148
 EJ1148  VERT ORDER  -  THIRD
 EJ1148
 EJ1148.The horizontal coordinates were scaled from a topographic map and have
 EJ1148.an estimated accuracy of +/- 6 seconds.
 EJ1148
 EJ1148.The orthometric height was computed from unverified reset data.
 EJ1148
 EJ1148.The geoid height was determined by GEOID03.
 EJ1148
 EJ1148;                    North         East    Units  Estimated Accuracy
 EJ1148;SPC AR S     -   590,300.      293,090.      MT  (+/- 180 meters Scaled)
 EJ1148
 EJ1148                          SUPERSEDED SURVEY CONTROL
 EJ1148
 EJ1148.No superseded survey control is available for this station.
 EJ1148
 EJ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU850039(NAD 83)
 EJ1148_MARKER: DB = BENCH MARK DISK
 EJ1148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1148_SP_SET: BRIDGE
 EJ1148_STAMPING: W 139 RESET 1969
 EJ1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1148
 EJ1148  HISTORY     - Date     Condition        Report By
 EJ1148  HISTORY     - 1969     MONUMENTED       CGS
 EJ1148  HISTORY     - 1970     GOOD             NGS
 EJ1148
 EJ1148                          STATION DESCRIPTION
 EJ1148
 EJ1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EJ1148'5.9 MI N FROM BISMARCK.
 EJ1148'ABOUT 5.9 MILES NORTH ALONG STA. HWY. 7 FROM THE POST OFFICE AT
 EJ1148'BISMARCK 0.3 MILES NORTH OF A SPRING AT A CONCRETE BRIDGE OVER FOURCHE
 EJ1148'A LOUPE CREEK 16 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY IN THE
 EJ1148'TOP OF THE WING WALL 0.5 FEET WEST OF THE WEST END OF THE NORTH GUARD
 EJ1148'RAIL AND STAMPED W 139 RESET 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0919 ***********************************************************************
 EH0919  DESIGNATION -  W 14
 EH0919  PID         -  EH0919
 EH0919  STATE/COUNTY-  AR/PHILLIPS
 EH0919  USGS QUAD   -  HELENA (1982)
 EH0919
 EH0919                         *CURRENT SURVEY CONTROL
 EH0919  ___________________________________________________________________
 EH0919* NAD 83(1986)-  34 31 44.     (N)    090 35 08.     (W)     SCALED    
 EH0919* NAVD 88     -        57.688  (meters)     189.26   (feet)  ADJUSTED  
 EH0919  ___________________________________________________________________
 EH0919  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH0919  DYNAMIC HT  -          57.633 (meters)     189.08  (feet)  COMP
 EH0919  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 EH0919
 EH0919  VERT ORDER  -  FIRST     CLASS II
 EH0919
 EH0919.The horizontal coordinates were scaled from a topographic map and have
 EH0919.an estimated accuracy of +/- 6 seconds.
 EH0919
 EH0919.The orthometric height was determined by differential leveling
 EH0919.and adjusted by the National Geodetic Survey in June 1991..
 EH0919.WARNING-Repeat measurements at this control monument indicate possible
 EH0919.vertical movement.
 EH0919
 EH0919.The geoid height was determined by GEOID03.
 EH0919
 EH0919.The dynamic height is computed by dividing the NAVD 88
 EH0919.geopotential number by the normal gravity value computed on the
 EH0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0919.degrees latitude (g = 980.6199 gals.).
 EH0919
 EH0919.The modeled gravity was interpolated from observed gravity values.
 EH0919
 EH0919;                    North         East    Units  Estimated Accuracy
 EH0919;SPC AR S     -   607,440.      529,850.      MT  (+/- 180 meters Scaled)
 EH0919
 EH0919                          SUPERSEDED SURVEY CONTROL
 EH0919
 EH0919  NGVD 29 (??/??/??)   57.727  (m)          189.39   (f) ADJUSTED    1 2
 EH0919
 EH0919.Superseded values are not recommended for survey control.
 EH0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0919.See file dsdata.txt to determine how the superseded data were derived.
 EH0919
 EH0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU216234(NAD 83)
 EH0919_MARKER: DB = BENCH MARK DISK
 EH0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0919_STAMPING: 189.557 W 14 1932
 EH0919_MARK LOGO: CGS   
 EH0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0919+STABILITY: SURFACE MOTION
 EH0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0919+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0919
 EH0919  HISTORY     - Date     Condition        Report By
 EH0919  HISTORY     - 1932     MONUMENTED       CGS
 EH0919  HISTORY     - 1956     GOOD             CGS
 EH0919  HISTORY     - 1976     GOOD             NGS
 EH0919  HISTORY     - 1985     GOOD             NGS
 EH0919  HISTORY     - 1987     GOOD             USPSQD
 EH0919  HISTORY     - 20030402 GOOD             USACE
 EH0919
 EH0919                          STATION DESCRIPTION
 EH0919
 EH0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0919'IN HELENA.
 EH0919'AT HELENA, AT INTERSECTION OF CHERRY AND PERRY STREETS, AT THE COURT
 EH0919'HOUSE, 23 FEET EAST OF EAST CURB OF CHERRY STREET, 22 1/2 FEET SOUTH
 EH0919'OF SOUTH CURB OF PERRY STREET, 5.4 FEET NORTHWEST OF NORTHWEST CORNER
 EH0919'OF COURT HOUSE, IN THE TOP OF A CONCRETE POST WITH A LARGER CONCRETE
 EH0919'BLOCK CAST AROUND POST AND PROJECTING 4 INCHES.
 EH0919
 EH0919                          STATION RECOVERY (1976)
 EH0919
 EH0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0919'RECOVERED IN GOOD CONDITION.
 EH0919
 EH0919                          STATION RECOVERY (1985)
 EH0919
 EH0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0919'RECOVERED IN GOOD CONDITION.
 EH0919
 EH0919                          STATION RECOVERY (1987)
 EH0919
 EH0919'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH0919'RECOVERED IN GOOD CONDITION.
 EH0919
 EH0919                          STATION RECOVERY (2003)
 EH0919
 EH0919'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1449 ***********************************************************************
 FG1449  DESIGNATION -  W 141
 FG1449  PID         -  FG1449
 FG1449  STATE/COUNTY-  AR/JOHNSON
 FG1449  USGS QUAD   -  OARK (1973)
 FG1449
 FG1449                         *CURRENT SURVEY CONTROL
 FG1449  ___________________________________________________________________
 FG1449* NAD 83(1986)-  35 41 28.     (N)    093 33 22.     (W)     SCALED    
 FG1449* NAVD 88     -       321.803  (meters)    1055.78   (feet)  ADJUSTED  
 FG1449  ___________________________________________________________________
 FG1449  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FG1449  DYNAMIC HT  -         321.501 (meters)    1054.79  (feet)  COMP
 FG1449  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 FG1449
 FG1449  VERT ORDER  -  SECOND    CLASS 0
 FG1449
 FG1449.The horizontal coordinates were scaled from a topographic map and have
 FG1449.an estimated accuracy of +/- 6 seconds.
 FG1449
 FG1449.The orthometric height was determined by differential leveling
 FG1449.and adjusted by the National Geodetic Survey in June 1991..
 FG1449
 FG1449.The geoid height was determined by GEOID03.
 FG1449
 FG1449.The dynamic height is computed by dividing the NAVD 88
 FG1449.geopotential number by the normal gravity value computed on the
 FG1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1449.degrees latitude (g = 980.6199 gals.).
 FG1449
 FG1449.The modeled gravity was interpolated from observed gravity values.
 FG1449
 FG1449;                    North         East    Units  Estimated Accuracy
 FG1449;SPC AR N     -   151,750.      259,170.      MT  (+/- 180 meters Scaled)
 FG1449
 FG1449                          SUPERSEDED SURVEY CONTROL
 FG1449
 FG1449  NGVD 29 (??/??/92)  321.733  (m)         1055.55   (f) ADJ UNCH    2 0
 FG1449
 FG1449.Superseded values are not recommended for survey control.
 FG1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1449.See file dsdata.txt to determine how the superseded data were derived.
 FG1449
 FG1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV496498(NAD 83)
 FG1449_MARKER: DB = BENCH MARK DISK
 FG1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1449_STAMPING: W 141 1935
 FG1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1449+STABILITY: SURFACE MOTION
 FG1449
 FG1449  HISTORY     - Date     Condition        Report By
 FG1449  HISTORY     - 1935     MONUMENTED       CGS
 FG1449  HISTORY     - 1935     GOOD             NGS
 FG1449
 FG1449                          STATION DESCRIPTION
 FG1449
 FG1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1449'1.0 MI NE FROM OARK.
 FG1449'1.0 MILE NORTHEAST ALONG THE OARK-OLD FALLSVILLE ROAD FROM THE POST
 FG1449'OFFICE AT OARK, JOHNSON COUNTY, 110 FEET SOUTHWEST OF THE DAVE ARBAUGH
 FG1449'FARMHOUSE, 105 FEET EAST OF A BARN, 26 FEET SOUTHWEST OF THE
 FG1449'CENTERLINE OF THE ROAD, AND 1 FOOT NORTHEAST OF A FENCE.  A STANDARD
 FG1449'DISK, STAMPED W 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1459 ***********************************************************************
 FG1459  DESIGNATION -  W 142
 FG1459  PID         -  FG1459
 FG1459  STATE/COUNTY-  AR/JOHNSON
 FG1459  USGS QUAD   -  PETTIGREW (1973)
 FG1459
 FG1459                         *CURRENT SURVEY CONTROL
 FG1459  ___________________________________________________________________
 FG1459* NAD 83(1986)-  35 45 14.     (N)    093 40 39.     (W)     SCALED    
 FG1459* NAVD 88     -       640.569  (meters)    2101.60   (feet)  ADJUSTED  
 FG1459  ___________________________________________________________________
 FG1459  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG1459  DYNAMIC HT  -         639.973 (meters)    2099.64  (feet)  COMP
 FG1459  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 FG1459
 FG1459  VERT ORDER  -  SECOND    CLASS 0
 FG1459
 FG1459.The horizontal coordinates were scaled from a topographic map and have
 FG1459.an estimated accuracy of +/- 6 seconds.
 FG1459
 FG1459.The orthometric height was determined by differential leveling
 FG1459.and adjusted by the National Geodetic Survey in June 1991..
 FG1459
 FG1459.The geoid height was determined by GEOID03.
 FG1459
 FG1459.The dynamic height is computed by dividing the NAVD 88
 FG1459.geopotential number by the normal gravity value computed on the
 FG1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1459.degrees latitude (g = 980.6199 gals.).
 FG1459
 FG1459.The modeled gravity was interpolated from observed gravity values.
 FG1459
 FG1459;                    North         East    Units  Estimated Accuracy
 FG1459;SPC AR N     -   158,890.      248,300.      MT  (+/- 180 meters Scaled)
 FG1459
 FG1459                          SUPERSEDED SURVEY CONTROL
 FG1459
 FG1459  NGVD 29 (??/??/92)  640.494  (m)         2101.35   (f) ADJ UNCH    2 0
 FG1459
 FG1459.Superseded values are not recommended for survey control.
 FG1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1459.See file dsdata.txt to determine how the superseded data were derived.
 FG1459
 FG1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV387568(NAD 83)
 FG1459_MARKER: DB = BENCH MARK DISK
 FG1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1459_STAMPING: W 142 1935
 FG1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1459+STABILITY: SURFACE MOTION
 FG1459
 FG1459  HISTORY     - Date     Condition        Report By
 FG1459  HISTORY     - 1935     MONUMENTED       CGS
 FG1459
 FG1459                          STATION DESCRIPTION
 FG1459
 FG1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1459'5.1 MI S FROM DUTTON.
 FG1459'IN JOHNSON COUNTY, 5.1 MILES SOUTH ALONG THE OLD STAGE ROAD LEADING TO
 FG1459'YALE FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT DUTTON,
 FG1459'MADISON COUNTY, ON A HILLSIDE, 55 FEET WEST OF A SUDDEN DROP INTO A
 FG1459'VALLEY, 47 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 FG1459'LEADING SOUTHWEST, 38 FEET WEST OF THE CENTERLINE OF THE ROAD, 14 FEET
 FG1459'SOUTHEAST OF A 14-INCH HICKORY TREE, AND 11 FEET SOUTH OF A 16-INCH
 FG1459'OAK TREE.  A STANDARD DISK, STAMPED W 142 1935 AND SET IN THE TOP OF A
 FG1459'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1351 ***********************************************************************
 FG1351  DESIGNATION -  W 143
 FG1351  PID         -  FG1351
 FG1351  STATE/COUNTY-  AR/MADISON
 FG1351  USGS QUAD   -  WITTER (1973)
 FG1351
 FG1351                         *CURRENT SURVEY CONTROL
 FG1351  ___________________________________________________________________
 FG1351* NAD 83(1986)-  35 58 09.     (N)    093 39 53.     (W)     SCALED    
 FG1351* NAVD 88     -       568.682  (meters)    1865.75   (feet)  ADJUSTED  
 FG1351  ___________________________________________________________________
 FG1351  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FG1351  DYNAMIC HT  -         568.153 (meters)    1864.02  (feet)  COMP
 FG1351  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 FG1351
 FG1351  VERT ORDER  -  SECOND    CLASS 0
 FG1351
 FG1351.The horizontal coordinates were scaled from a topographic map and have
 FG1351.an estimated accuracy of +/- 6 seconds.
 FG1351
 FG1351.The orthometric height was determined by differential leveling
 FG1351.and adjusted by the National Geodetic Survey in June 1991..
 FG1351
 FG1351.The geoid height was determined by GEOID03.
 FG1351
 FG1351.The dynamic height is computed by dividing the NAVD 88
 FG1351.geopotential number by the normal gravity value computed on the
 FG1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1351.degrees latitude (g = 980.6199 gals.).
 FG1351
 FG1351.The modeled gravity was interpolated from observed gravity values.
 FG1351
 FG1351;                    North         East    Units  Estimated Accuracy
 FG1351;SPC AR N     -   182,750.      249,860.      MT  (+/- 180 meters Scaled)
 FG1351
 FG1351                          SUPERSEDED SURVEY CONTROL
 FG1351
 FG1351  NGVD 29 (??/??/92)  568.550  (m)         1865.32   (f) ADJ UNCH    2 0
 FG1351
 FG1351.Superseded values are not recommended for survey control.
 FG1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1351.See file dsdata.txt to determine how the superseded data were derived.
 FG1351
 FG1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV400807(NAD 83)
 FG1351_MARKER: DB = BENCH MARK DISK
 FG1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1351_STAMPING: W 143 1935
 FG1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1351+STABILITY: SURFACE MOTION
 FG1351
 FG1351  HISTORY     - Date     Condition        Report By
 FG1351  HISTORY     - 1935     MONUMENTED       CGS
 FG1351
 FG1351                          STATION DESCRIPTION
 FG1351
 FG1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1351'3.8 MI SE FROM AURORA.
 FG1351'3.8 MILES SOUTHEAST ALONG THE VENUS-AURORA ROAD FROM THE BRIDGE OVER
 FG1351'HINDERSON CREEK AT AURORA, MADISON COUNTY, AT A JUNCTION OF THE OLD
 FG1351'AND NEW ROADS, ON A WOODED RIDGE BETWEEN THE TWO ROADS, 300 FEET SOUTH
 FG1351'OF THE SUMMIT OF A HILL, 105 FEET SOUTH OF THE JUNCTION, 14 FEET
 FG1351'SOUTHWEST OF THE CENTERLINE OF THE TRAVELED ROAD, 14 FEET NORTHEAST OF
 FG1351'THE CENTERLINE OF THE OLD ROAD, 4 1/2 FEET SOUTHWEST OF AN 18-INCH OAK
 FG1351'TREE.  A STANDARD DISK, STAMPED W 143 1935 AND SET IN THE TOP OF A
 FG1351'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0451 ***********************************************************************
 GF0451  DESIGNATION -  W 144
 GF0451  PID         -  GF0451
 GF0451  STATE/COUNTY-  AR/MADISON
 GF0451  USGS QUAD   -  OSAGE SW (1975)
 GF0451
 GF0451                         *CURRENT SURVEY CONTROL
 GF0451  ___________________________________________________________________
 GF0451* NAD 83(1986)-  36 05 03.     (N)    093 28 55.     (W)     SCALED    
 GF0451* NAVD 88     -       500.507  (meters)    1642.08   (feet)  ADJUSTED  
 GF0451  ___________________________________________________________________
 GF0451  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GF0451  DYNAMIC HT  -         500.044 (meters)    1640.56  (feet)  COMP
 GF0451  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 GF0451
 GF0451  VERT ORDER  -  SECOND    CLASS 0
 GF0451
 GF0451.The horizontal coordinates were scaled from a topographic map and have
 GF0451.an estimated accuracy of +/- 6 seconds.
 GF0451
 GF0451.The orthometric height was determined by differential leveling
 GF0451.and adjusted by the National Geodetic Survey in June 1991..
 GF0451
 GF0451.The geoid height was determined by GEOID03.
 GF0451
 GF0451.The dynamic height is computed by dividing the NAVD 88
 GF0451.geopotential number by the normal gravity value computed on the
 GF0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0451.degrees latitude (g = 980.6199 gals.).
 GF0451
 GF0451.The modeled gravity was interpolated from observed gravity values.
 GF0451
 GF0451;                    North         East    Units  Estimated Accuracy
 GF0451;SPC AR N     -   195,250.      266,530.      MT  (+/- 180 meters Scaled)
 GF0451
 GF0451                          SUPERSEDED SURVEY CONTROL
 GF0451
 GF0451  NGVD 29 (??/??/92)  500.387  (m)         1641.69   (f) ADJ UNCH    2 0
 GF0451
 GF0451.Superseded values are not recommended for survey control.
 GF0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0451.See file dsdata.txt to determine how the superseded data were derived.
 GF0451
 GF0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV566933(NAD 83)
 GF0451_MARKER: DB = BENCH MARK DISK
 GF0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0451_STAMPING: W 144 1935
 GF0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0451+STABILITY: SURFACE MOTION
 GF0451
 GF0451  HISTORY     - Date     Condition        Report By
 GF0451  HISTORY     - 1935     MONUMENTED       CGS
 GF0451
 GF0451                          STATION DESCRIPTION
 GF0451
 GF0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0451'0.8 MI E FROM KINGSTON.
 GF0451'0.8 MILE EAST ALONG STATE HIGHWAY 21 FROM THE BRIDGE OVER MAXWELL
 GF0451'CREEK AT KINGSTON, MADISON COUNTY, 3.3 MILES NORTHEAST ALONG THE
 GF0451'KINGSTON-OSAGE ROAD, 0.25 MILE WEST OF A TWO-STORY FARMHOUSE, 150
 GF0451'FEET SOUTH OF JUNCTION OF A NEW ROAD, AT THE FOOT OF A LONG
 GF0451'HILL, IN A HEAVY OUTCROP OF ROCK, 29 FEET WEST OF THE ROAD, AND 31
 GF0451'FEET EAST OF THE NEW ROAD.  A STANDARD DISK, STAMPED W 144 1935
 GF0451'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0523 ***********************************************************************
 GF0523  DESIGNATION -  W 145
 GF0523  PID         -  GF0523
 GF0523  STATE/COUNTY-  AR/CARROLL
 GF0523  USGS QUAD   -  BERRYVILLE (1972)
 GF0523
 GF0523                         *CURRENT SURVEY CONTROL
 GF0523  ___________________________________________________________________
 GF0523* NAD 83(1986)-  36 16 42.     (N)    093 31 56.     (W)     SCALED    
 GF0523* NAVD 88     -       396.980  (meters)    1302.43   (feet)  ADJUSTED  
 GF0523  ___________________________________________________________________
 GF0523  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GF0523  DYNAMIC HT  -         396.624 (meters)    1301.26  (feet)  COMP
 GF0523  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 GF0523
 GF0523  VERT ORDER  -  SECOND    CLASS 0
 GF0523
 GF0523.The horizontal coordinates were scaled from a topographic map and have
 GF0523.an estimated accuracy of +/- 6 seconds.
 GF0523
 GF0523.The orthometric height was determined by differential leveling
 GF0523.and adjusted by the National Geodetic Survey in June 1991..
 GF0523
 GF0523.The geoid height was determined by GEOID03.
 GF0523
 GF0523.The dynamic height is computed by dividing the NAVD 88
 GF0523.geopotential number by the normal gravity value computed on the
 GF0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0523.degrees latitude (g = 980.6199 gals.).
 GF0523
 GF0523.The modeled gravity was interpolated from observed gravity values.
 GF0523
 GF0523;                    North         East    Units  Estimated Accuracy
 GF0523;SPC AR N     -   216,860.      262,340.      MT  (+/- 180 meters Scaled)
 GF0523
 GF0523                          SUPERSEDED SURVEY CONTROL
 GF0523
 GF0523  NGVD 29 (??/??/92)  396.846  (m)         1301.99   (f) ADJ UNCH    2 0
 GF0523
 GF0523.Superseded values are not recommended for survey control.
 GF0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0523.See file dsdata.txt to determine how the superseded data were derived.
 GF0523
 GF0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA522149(NAD 83)
 GF0523_MARKER: DB = BENCH MARK DISK
 GF0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0523_STAMPING: W 145 1935
 GF0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0523+STABILITY: SURFACE MOTION
 GF0523
 GF0523  HISTORY     - Date     Condition        Report By
 GF0523  HISTORY     - 1935     MONUMENTED       CGS
 GF0523  HISTORY     - 1935     GOOD             NGS
 GF0523  HISTORY     - 1987     POOR             USPSQD
 GF0523
 GF0523                          STATION DESCRIPTION
 GF0523
 GF0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0523'AT CABANAL.
 GF0523'AT CABANAL, CARROLL COUNTY, 500 FEET SOUTHEAST OF THE POST
 GF0523'OFFICE, 79 FEET SOUTH OF THE SOUTH CORNER OF THE L.E. COLVIN
 GF0523'HOUSE, 48 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF STATE
 GF0523'HIGHWAY 21 AND A ROAD LEADING SOUTHWEST TO ROCK HOUSE, 31 FEET
 GF0523'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7 FEET EAST OF A
 GF0523'SOUTHWEST FENCE CORNER, AND 2 FEET SOUTH OF A FENCE.  A STANDARD
 GF0523'DISK, STAMPED W 145 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0523
 GF0523                          STATION RECOVERY (1987)
 GF0523
 GF0523'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0523'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0555 ***********************************************************************
 FG0555  DESIGNATION -  W 146
 FG0555  PID         -  FG0555
 FG0555  STATE/COUNTY-  AR/VAN BUREN
 FG0555  USGS QUAD   -  LESLIE (1963)
 FG0555
 FG0555                         *CURRENT SURVEY CONTROL
 FG0555  ___________________________________________________________________
 FG0555* NAD 83(1986)-  35 47 16.     (N)    092 32 24.     (W)     SCALED    
 FG0555* NAVD 88     -       289.766  (meters)     950.67   (feet)  ADJUSTED  
 FG0555  ___________________________________________________________________
 FG0555  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FG0555  DYNAMIC HT  -         289.501 (meters)     949.80  (feet)  COMP
 FG0555  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FG0555
 FG0555  VERT ORDER  -  SECOND    CLASS 0
 FG0555
 FG0555.The horizontal coordinates were scaled from a topographic map and have
 FG0555.an estimated accuracy of +/- 6 seconds.
 FG0555
 FG0555.The orthometric height was determined by differential leveling
 FG0555.and adjusted by the National Geodetic Survey in June 1991..
 FG0555
 FG0555.The geoid height was determined by GEOID03.
 FG0555
 FG0555.The dynamic height is computed by dividing the NAVD 88
 FG0555.geopotential number by the normal gravity value computed on the
 FG0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0555.degrees latitude (g = 980.6199 gals.).
 FG0555
 FG0555.The modeled gravity was interpolated from observed gravity values.
 FG0555
 FG0555;                    North         East    Units  Estimated Accuracy
 FG0555;SPC AR N     -   161,490.      351,190.      MT  (+/- 180 meters Scaled)
 FG0555
 FG0555                          SUPERSEDED SURVEY CONTROL
 FG0555
 FG0555  NGVD 29 (??/??/92)  289.649  (m)          950.29   (f) ADJ UNCH    2 0
 FG0555
 FG0555.Superseded values are not recommended for survey control.
 FG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0555.See file dsdata.txt to determine how the superseded data were derived.
 FG0555
 FG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV415605(NAD 83)
 FG0555_MARKER: DB = BENCH MARK DISK
 FG0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0555_SP_SET: CONCRETE BRIDGE
 FG0555_STAMPING: W-146 1935
 FG0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0555
 FG0555  HISTORY     - Date     Condition        Report By
 FG0555  HISTORY     - 1935     MONUMENTED       CGS
 FG0555
 FG0555                          STATION DESCRIPTION
 FG0555
 FG0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0555'3.1 MI N FROM DENNARD.
 FG0555'3.1 MILES NORTH OF, ALONG U. S. HIGHWAY NO. 65 FROM JUNCTION WITH ROAD
 FG0555'LEADING TO WITT SPRINGS.  STANDARD BRONZE TABLET SET HORIZONTALLY IN
 FG0555'SOUTH SIDE OF SOUTHWEST CORNER OF CONCRETE BRIDGE OVER PEYTON CREEK.
 FG0555'ABOUT 840 FEET SOUTHEAST OF JUNCTION OF U. S. HIGHWAY NO. 65 AND
 FG0555'PEYTON CREEK ROAD. ABOUT 190 FEET SOUTHWEST OF T.B.M. D-7. 30.0 FEET
 FG0555'SOUTHWEST OF JUNCTION OF U. S. HIGHWAY NO. 65 AND ROAD LEADING EAST TO
 FG0555'ROMLEY. 10.4 FEET NORTHWEST OF CENTERLINE OF U. S. HIGHWAY NO. 65. 2.0
 FG0555'FEET NORTHEAST OF SOUTHWEST CORNER OF BRIDGE. 1.0 FEET SOUTHEAST OF
 FG0555'NORTHWEST SIDE OF CONCRETE RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0556 ***********************************************************************
 FG0556  DESIGNATION -  W 146 RESET
 FG0556  PID         -  FG0556
 FG0556  STATE/COUNTY-  AR/VAN BUREN
 FG0556  USGS QUAD   -  LESLIE (1963)
 FG0556
 FG0556                         *CURRENT SURVEY CONTROL
 FG0556  ___________________________________________________________________
 FG0556* NAD 83(1986)-  35 47 16.     (N)    092 32 24.     (W)     SCALED    
 FG0556* NAVD 88     -       290.21   (meters)     952.1    (feet)  RESET     
 FG0556  ___________________________________________________________________
 FG0556  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FG0556
 FG0556  VERT ORDER  -  THIRD
 FG0556
 FG0556.The horizontal coordinates were scaled from a topographic map and have
 FG0556.an estimated accuracy of +/- 6 seconds.
 FG0556
 FG0556.The orthometric height was computed from unverified reset data.
 FG0556
 FG0556.The geoid height was determined by GEOID03.
 FG0556
 FG0556;                    North         East    Units  Estimated Accuracy
 FG0556;SPC AR N     -   161,490.      351,190.      MT  (+/- 180 meters Scaled)
 FG0556
 FG0556                          SUPERSEDED SURVEY CONTROL
 FG0556
 FG0556.No superseded survey control is available for this station.
 FG0556
 FG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV415605(NAD 83)
 FG0556_MARKER: DB = BENCH MARK DISK
 FG0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0556_STAMPING: W 146 RESET 1962
 FG0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0556+STABILITY: SURFACE MOTION
 FG0556
 FG0556  HISTORY     - Date     Condition        Report By
 FG0556  HISTORY     - 1962     MONUMENTED       CGS
 FG0556
 FG0556                          STATION DESCRIPTION
 FG0556
 FG0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0556'3.1 MI N FROM DENNARD.
 FG0556'ABOUT 3.1 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE JUNCTION WITH
 FG0556'STATE HIGHWAY 254 AT DENNARD, ABOUT 75 FEET WEST OF THE NORTHWEST
 FG0556'CORNER OF THE OLD PEYTON CREEK BRIDGE (THE NEW BRIDGE IS TO BE BUILT
 FG0556'TO SOUTHEAST OF THE OLD BRIDGE AND THE HIGHWAY RELOCATED SOUTHEAST OF
 FG0556'FORMER LOCATION), ABOUT 20 FEET SOUTH OF THE SOUTH BANK OF PEYTON
 FG0556'CREEK AND 9 FEET WEST OF A TRIANGLE BNLAZED TREE, AND SET IN THE TOP
 FG0556'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0536 ***********************************************************************
 FG0536  DESIGNATION -  W 147
 FG0536  PID         -  FG0536
 FG0536  STATE/COUNTY-  AR/VAN BUREN
 FG0536  USGS QUAD   -  ALREAD (1965)
 FG0536
 FG0536                         *CURRENT SURVEY CONTROL
 FG0536  ___________________________________________________________________
 FG0536* NAD 83(1986)-  35 40 23.     (N)    092 37 58.     (W)     SCALED    
 FG0536* NAVD 88     -       444.584  (meters)    1458.61   (feet)  ADJUSTED  
 FG0536  ___________________________________________________________________
 FG0536  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0536  DYNAMIC HT  -         444.160 (meters)    1457.21  (feet)  COMP
 FG0536  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 FG0536
 FG0536  VERT ORDER  -  SECOND    CLASS 0
 FG0536
 FG0536.The horizontal coordinates were scaled from a topographic map and have
 FG0536.an estimated accuracy of +/- 6 seconds.
 FG0536
 FG0536.The orthometric height was determined by differential leveling
 FG0536.and adjusted by the National Geodetic Survey in June 1991..
 FG0536
 FG0536.The geoid height was determined by GEOID03.
 FG0536
 FG0536.The dynamic height is computed by dividing the NAVD 88
 FG0536.geopotential number by the normal gravity value computed on the
 FG0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0536.degrees latitude (g = 980.6199 gals.).
 FG0536
 FG0536.The modeled gravity was interpolated from observed gravity values.
 FG0536
 FG0536;                    North         East    Units  Estimated Accuracy
 FG0536;SPC AR N     -   148,820.      342,720.      MT  (+/- 180 meters Scaled)
 FG0536
 FG0536                          SUPERSEDED SURVEY CONTROL
 FG0536
 FG0536  NGVD 29 (??/??/92)  444.488  (m)         1458.29   (f) ADJ UNCH    2 0
 FG0536
 FG0536.Superseded values are not recommended for survey control.
 FG0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0536.See file dsdata.txt to determine how the superseded data were derived.
 FG0536
 FG0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV332477(NAD 83)
 FG0536_MARKER: DB = BENCH MARK DISK
 FG0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0536_STAMPING: W 147 1935
 FG0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0536+STABILITY: SURFACE MOTION
 FG0536
 FG0536  HISTORY     - Date     Condition        Report By
 FG0536  HISTORY     - 1935     MONUMENTED       CGS
 FG0536  HISTORY     - 1939     GOOD             NGS
 FG0536
 FG0536                          STATION DESCRIPTION
 FG0536
 FG0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0536'0.4 MI SE FROM COPELAND.
 FG0536'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 FG0536'COPELAND, VAN BUREN COUNTY, 0.3 MILE NORTH OF THE ST. JOE SCHOOL, 68
 FG0536'FEET NORTH OF THE JUNCTION OF THE DENNARD ROAD, 36 FEET NORTHWEST OF
 FG0536'THE CENTERLINE OF THE HIGHWAY, 2 1/2 FEET NORTHEAST OF A SOUTHEAST
 FG0536'CORNER OF A FIELD, AND 1 FOOT EAST OF A FENCE.  A STANDRD DISK,
 FG0536'STAMPED W 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0547 ***********************************************************************
 FG0547  DESIGNATION -  W 148
 FG0547  PID         -  FG0547
 FG0547  STATE/COUNTY-  AR/VAN BUREN
 FG0547  USGS QUAD   -  SCOTLAND (1965)
 FG0547
 FG0547                         *CURRENT SURVEY CONTROL
 FG0547  ___________________________________________________________________
 FG0547* NAD 83(1986)-  35 36 18.     (N)    092 32 26.     (W)     SCALED    
 FG0547* NAVD 88     -       448.032  (meters)    1469.92   (feet)  ADJUSTED  
 FG0547  ___________________________________________________________________
 FG0547  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0547  DYNAMIC HT  -         447.611 (meters)    1468.54  (feet)  COMP
 FG0547  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 FG0547
 FG0547  VERT ORDER  -  SECOND    CLASS 0
 FG0547
 FG0547.The horizontal coordinates were scaled from a topographic map and have
 FG0547.an estimated accuracy of +/- 6 seconds.
 FG0547
 FG0547.The orthometric height was determined by differential leveling
 FG0547.and adjusted by the National Geodetic Survey in June 1991..
 FG0547
 FG0547.The geoid height was determined by GEOID03.
 FG0547
 FG0547.The dynamic height is computed by dividing the NAVD 88
 FG0547.geopotential number by the normal gravity value computed on the
 FG0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0547.degrees latitude (g = 980.6199 gals.).
 FG0547
 FG0547.The modeled gravity was interpolated from observed gravity values.
 FG0547
 FG0547;                    North         East    Units  Estimated Accuracy
 FG0547;SPC AR N     -   141,220.      351,020.      MT  (+/- 180 meters Scaled)
 FG0547
 FG0547                          SUPERSEDED SURVEY CONTROL
 FG0547
 FG0547  NGVD 29 (??/??/92)  447.944  (m)         1469.63   (f) ADJ UNCH    2 0
 FG0547
 FG0547.Superseded values are not recommended for survey control.
 FG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0547.See file dsdata.txt to determine how the superseded data were derived.
 FG0547
 FG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV416402(NAD 83)
 FG0547_MARKER: DB = BENCH MARK DISK
 FG0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0547_STAMPING: W 148 1935
 FG0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0547+STABILITY: SURFACE MOTION
 FG0547
 FG0547  HISTORY     - Date     Condition        Report By
 FG0547  HISTORY     - 1935     MONUMENTED       CGS
 FG0547  HISTORY     - 1939     GOOD             NGS
 FG0547
 FG0547                          STATION DESCRIPTION
 FG0547
 FG0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0547'6.7 MI NW FROM CLINTON.
 FG0547'6.7 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 FG0547'CLINTON, VAN BUREN COUNTY, AT THE PINNACLE MOUNTAIN SCHOOL GROUNDS, 85
 FG0547'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 37 FEET NORTH  OF A
 FG0547'30-INCH BLACK OAK TREE, 13 FEET NORTHWEST OF A 20-INCH BLACK OAK TREE,
 FG0547'AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED W 148 1935 AND
 FG0547'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0607 ***********************************************************************
 FG0607  DESIGNATION -  W 149
 FG0607  PID         -  FG0607
 FG0607  STATE/COUNTY-  AR/SEARCY
 FG0607  USGS QUAD   -  MARSHALL (1980)
 FG0607
 FG0607                         *CURRENT SURVEY CONTROL
 FG0607  ___________________________________________________________________
 FG0607* NAD 83(1986)-  35 54 31.     (N)    092 40 09.     (W)     SCALED    
 FG0607* NAVD 88     -       289.932  (meters)     951.22   (feet)  ADJUSTED  
 FG0607  ___________________________________________________________________
 FG0607  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FG0607  DYNAMIC HT  -         289.669 (meters)     950.36  (feet)  COMP
 FG0607  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FG0607
 FG0607  VERT ORDER  -  SECOND    CLASS 0
 FG0607
 FG0607.The horizontal coordinates were scaled from a topographic map and have
 FG0607.an estimated accuracy of +/- 6 seconds.
 FG0607
 FG0607.The orthometric height was determined by differential leveling
 FG0607.and adjusted by the National Geodetic Survey in June 1991..
 FG0607
 FG0607.The geoid height was determined by GEOID03.
 FG0607
 FG0607.The dynamic height is computed by dividing the NAVD 88
 FG0607.geopotential number by the normal gravity value computed on the
 FG0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0607.degrees latitude (g = 980.6199 gals.).
 FG0607
 FG0607.The modeled gravity was interpolated from observed gravity values.
 FG0607
 FG0607;                    North         East    Units  Estimated Accuracy
 FG0607;SPC AR N     -   174,970.      339,600.      MT  (+/- 180 meters Scaled)
 FG0607
 FG0607                          SUPERSEDED SURVEY CONTROL
 FG0607
 FG0607  NGVD 29 (??/??/92)  289.809  (m)          950.82   (f) ADJ UNCH    2 0
 FG0607
 FG0607.Superseded values are not recommended for survey control.
 FG0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0607.See file dsdata.txt to determine how the superseded data were derived.
 FG0607
 FG0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV298738(NAD 83)
 FG0607_MARKER: DB = BENCH MARK DISK
 FG0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0607_STAMPING: W 149 1935
 FG0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0607+STABILITY: SURFACE MOTION
 FG0607
 FG0607  HISTORY     - Date     Condition        Report By
 FG0607  HISTORY     - 1935     MONUMENTED       CGS
 FG0607
 FG0607                          STATION DESCRIPTION
 FG0607
 FG0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0607'2.8 MI W FROM MARSHALL.
 FG0607'2.8 MILES WEST ALONG U. S. HIGHWAY 65 FROM THE COURTHOUSE AT MARHSALL,
 FG0607'SEARCY COUNTY, 0.2 MILE WEST OF THE BILLY MILLS FARMHOUSE, 200 FEET
 FG0607'SOUTHEAST OF A BUNGALOW, 46 FEET SOUTHWEST OF THE JUNCTION OF A
 FG0607'CUT-OFF ROAD TO STATE HIGHWAY 27, 43 FEET SOUTH OF THE CENTERLINE OF
 FG0607'THE HIGHWAY, 43 FEET WEST OF THE CENTERLINE OF THE CUT-OFF ROAD, 11
 FG0607'FEET WEST OF A NORTHEAST FENCE CORNER, AND 1 1/2 FEET SOUTH OF A
 FG0607'FENCE.  A STANDARD DISK, STAMPED W 149 1935 AND SET IN THE TOP OF A
 FG0607'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0539 ***********************************************************************
 FF0539  DESIGNATION -  W 15
 FF0539  PID         -  FF0539
 FF0539  STATE/COUNTY-  AR/CROSS
 FF0539  USGS QUAD   -  WYNNE (1992)
 FF0539
 FF0539                         *CURRENT SURVEY CONTROL
 FF0539  ___________________________________________________________________
 FF0539* NAD 83(1986)-  35 13 24.     (N)    090 47 35.     (W)     SCALED    
 FF0539* NAVD 88     -        78.173  (meters)     256.47   (feet)  ADJUSTED  
 FF0539  ___________________________________________________________________
 FF0539  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0539  DYNAMIC HT  -          78.103 (meters)     256.24  (feet)  COMP
 FF0539  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FF0539
 FF0539  VERT ORDER  -  FIRST     CLASS II
 FF0539
 FF0539.The horizontal coordinates were scaled from a topographic map and have
 FF0539.an estimated accuracy of +/- 6 seconds.
 FF0539
 FF0539.The orthometric height was determined by differential leveling
 FF0539.and adjusted by the National Geodetic Survey in June 1991..
 FF0539
 FF0539.The geoid height was determined by GEOID03.
 FF0539
 FF0539.The dynamic height is computed by dividing the NAVD 88
 FF0539.geopotential number by the normal gravity value computed on the
 FF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0539.degrees latitude (g = 980.6199 gals.).
 FF0539
 FF0539.The modeled gravity was interpolated from observed gravity values.
 FF0539
 FF0539;                    North         East    Units  Estimated Accuracy
 FF0539;SPC AR N     -    99,410.      509,870.      MT  (+/- 180 meters Scaled)
 FF0539
 FF0539                          SUPERSEDED SURVEY CONTROL
 FF0539
 FF0539  NGVD 29 (??/??/??)   78.140  (m)          256.36   (f) ADJUSTED    1 2
 FF0539
 FF0539.Superseded values are not recommended for survey control.
 FF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0539.See file dsdata.txt to determine how the superseded data were derived.
 FF0539
 FF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV008000(NAD 83)
 FF0539_MARKER: DB = BENCH MARK DISK
 FF0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0539_SP_SET: BUILDING
 FF0539_STAMPING: 256.318 W 15 1932
 FF0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0539+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 FF0539
 FF0539  HISTORY     - Date     Condition        Report By
 FF0539  HISTORY     - 1932     MONUMENTED       CGS
 FF0539  HISTORY     - 1956     GOOD             CGS
 FF0539  HISTORY     - 20030602 GOOD             USACE
 FF0539
 FF0539                          STATION DESCRIPTION
 FF0539
 FF0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0539'AT WYNNE.
 FF0539'AT WYNNE, ABOUT 60 YARDS NORTH OF THE CITY WATER TOWER, ABOUT
 FF0539'0.1 MILE SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION,
 FF0539'NEAR THE JUNCTION OF MERRIMAN AVENUE AND COTTONWOOD STREET, 50
 FF0539'FEET NORTH OF CENTER LINE OF MERRIMAN AVENUE, 45 FEET WEST OF
 FF0539'THE EXTENDED CENTER LINE OF COTTONWOOD STREET LEADING SOUTH,
 FF0539'SET VERTICALLY IN THE NORTHEAST FACE OF RED BRICK 2-STORY
 FF0539'WAREHOUSE AND OFFICE BUILDING OF WYNNE WHOLESALE GROCERY COMPANY,
 FF0539'5 FEET SOUTHWEST OF SOUTHWEST RAIL OF A SPUR TRACK, 2 FEET
 FF0539'NORTHWEST OF EAST CORNER OF BUILDING AND 4 FEET ABOVE GROUND.
 FF0539
 FF0539                          STATION RECOVERY (2003)
 FF0539
 FF0539'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0613 ***********************************************************************
 FG0613  DESIGNATION -  W 150
 FG0613  PID         -  FG0613
 FG0613  STATE/COUNTY-  AR/SEARCY
 FG0613  USGS QUAD   -  CANAAN (1980)
 FG0613
 FG0613                         *CURRENT SURVEY CONTROL
 FG0613  ___________________________________________________________________
 FG0613* NAD 83(1986)-  35 45 20.     (N)    092 44 34.     (W)     SCALED    
 FG0613* NAVD 88     -       456.342  (meters)    1497.18   (feet)  ADJUSTED  
 FG0613  ___________________________________________________________________
 FG0613  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0613  DYNAMIC HT  -         455.899 (meters)    1495.73  (feet)  COMP
 FG0613  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FG0613
 FG0613  VERT ORDER  -  SECOND    CLASS 0
 FG0613
 FG0613.The horizontal coordinates were scaled from a topographic map and have
 FG0613.an estimated accuracy of +/- 6 seconds.
 FG0613
 FG0613.The orthometric height was determined by differential leveling
 FG0613.and adjusted by the National Geodetic Survey in June 1991..
 FG0613
 FG0613.The geoid height was determined by GEOID03.
 FG0613
 FG0613.The dynamic height is computed by dividing the NAVD 88
 FG0613.geopotential number by the normal gravity value computed on the
 FG0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0613.degrees latitude (g = 980.6199 gals.).
 FG0613
 FG0613.The modeled gravity was interpolated from observed gravity values.
 FG0613
 FG0613;                    North         East    Units  Estimated Accuracy
 FG0613;SPC AR N     -   158,040.      332,830.      MT  (+/- 180 meters Scaled)
 FG0613
 FG0613                          SUPERSEDED SURVEY CONTROL
 FG0613
 FG0613  NGVD 29 (??/??/92)  456.227  (m)         1496.80   (f) ADJ UNCH    2 0
 FG0613
 FG0613.Superseded values are not recommended for survey control.
 FG0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0613.See file dsdata.txt to determine how the superseded data were derived.
 FG0613
 FG0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV232568(NAD 83)
 FG0613_MARKER: DB = BENCH MARK DISK
 FG0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0613_STAMPING: W 150 1935
 FG0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0613+STABILITY: SURFACE MOTION
 FG0613
 FG0613  HISTORY     - Date     Condition        Report By
 FG0613  HISTORY     - 1935     MONUMENTED       CGS
 FG0613  HISTORY     - 1963     GOOD             USGS
 FG0613
 FG0613                          STATION DESCRIPTION
 FG0613
 FG0613'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FG0613'1.5 MI S FROM IMO.
 FG0613'1.5 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT IMO,
 FG0613'SEARCY COUNTY, 1.8 MILES NORTHEAST ALONG A TRAM RAOD TO WATTS, 500
 FG0613'FEET SOUTH OF THE TOP OF BRADLEY RIDGE, 68 FEET SOUTHEAST OF THE
 FG0613'SOUTHEAST CORNER OF A STONE CULVERT, 30 FEET NORTH OF A DROP IN A
 FG0613'RIDGE, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 13 FEET SOUTH
 FG0613'OF TWIN BLACK OAK TREES.  A STANDARD DISK, STAMPED W 150 1935 AND SET
 FG0613'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1164 ***********************************************************************
 EJ1164  DESIGNATION -  W 151
 EJ1164  PID         -  EJ1164
 EJ1164  STATE/COUNTY-  AR/CLARK
 EJ1164  USGS QUAD   -  CADDO VALLEY (1976)
 EJ1164
 EJ1164                         *CURRENT SURVEY CONTROL
 EJ1164  ___________________________________________________________________
 EJ1164* NAD 83(1986)-  34 08 01.     (N)    093 03 28.     (W)     SCALED    
 EJ1164* NAVD 88     -        58.704  (meters)     192.60   (feet)  ADJUSTED  
 EJ1164  ___________________________________________________________________
 EJ1164  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EJ1164  DYNAMIC HT  -          58.645 (meters)     192.40  (feet)  COMP
 EJ1164  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 EJ1164
 EJ1164  VERT ORDER  -  SECOND    CLASS 0
 EJ1164
 EJ1164.The horizontal coordinates were scaled from a topographic map and have
 EJ1164.an estimated accuracy of +/- 6 seconds.
 EJ1164
 EJ1164.The orthometric height was determined by differential leveling
 EJ1164.and adjusted by the National Geodetic Survey in June 1991..
 EJ1164
 EJ1164.The geoid height was determined by GEOID03.
 EJ1164
 EJ1164.The dynamic height is computed by dividing the NAVD 88
 EJ1164.geopotential number by the normal gravity value computed on the
 EJ1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1164.degrees latitude (g = 980.6199 gals.).
 EJ1164
 EJ1164.The modeled gravity was interpolated from observed gravity values.
 EJ1164
 EJ1164;                    North         East    Units  Estimated Accuracy
 EJ1164;SPC AR S     -   563,210.      302,440.      MT  (+/- 180 meters Scaled)
 EJ1164
 EJ1164                          SUPERSEDED SURVEY CONTROL
 EJ1164
 EJ1164  NGVD 29 (??/??/92)   58.720  (m)          192.65   (f) ADJ UNCH    2 0
 EJ1164
 EJ1164.Superseded values are not recommended for survey control.
 EJ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1164.See file dsdata.txt to determine how the superseded data were derived.
 EJ1164
 EJ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT946769(NAD 83)
 EJ1164_MARKER: DB = BENCH MARK DISK
 EJ1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1164_SP_SET: BRIDGE
 EJ1164_STAMPING: W 151 1935
 EJ1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1164
 EJ1164  HISTORY     - Date     Condition        Report By
 EJ1164  HISTORY     - 1935     MONUMENTED       CGS
 EJ1164  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EJ1164  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1164
 EJ1164                          STATION DESCRIPTION
 EJ1164
 EJ1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1164'1.6 MI N FROM ARDADELPHIA.
 EJ1164'1.6 MILES NORTH ALONG U.S. HIGHWAY 67 FROM THE POST OFFICE AT
 EJ1164'ARKADELPHIA, 0.5 MILE NORTH OF HENDERSON STATE TEACHERS COLLEGE, AT A
 EJ1164'CONCRETE BRIDGE OVER MILL CREEK, 16 FEET EAST OF THE CENTERLINE OF THE
 EJ1164'HIGHWAY IN THE TOP OF THE WINGWALL, AND 1 FOOT NORTH OF THE NORTH END
 EJ1164'OF THE EAST GUARD RAIL.  A STANDARD DISK, STAMPED W 151 1935.
 EJ1164
 EJ1164                          STATION RECOVERY (1987)
 EJ1164
 EJ1164'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 EJ1164'MARK NOT FOUND.
 EJ1164
 EJ1164                          STATION RECOVERY (1998)
 EJ1164
 EJ1164'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0420 ***********************************************************************
 GF0420  DESIGNATION -  W 152
 GF0420  PID         -  GF0420
 GF0420  STATE/COUNTY-  AR/NEWTON
 GF0420  USGS QUAD   -  JASPER (1975)
 GF0420
 GF0420                         *CURRENT SURVEY CONTROL
 GF0420  ___________________________________________________________________
 GF0420* NAD 83(1986)-  36 01 56.     (N)    093 14 14.     (W)     SCALED    
 GF0420* NAVD 88     -       637.421  (meters)    2091.27   (feet)  ADJUSTED  
 GF0420  ___________________________________________________________________
 GF0420  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GF0420  DYNAMIC HT  -         636.823 (meters)    2089.31  (feet)  COMP
 GF0420  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 GF0420
 GF0420  VERT ORDER  -  SECOND    CLASS 0
 GF0420
 GF0420.The horizontal coordinates were scaled from a topographic map and have
 GF0420.an estimated accuracy of +/- 6 seconds.
 GF0420
 GF0420.The orthometric height was determined by differential leveling
 GF0420.and adjusted by the National Geodetic Survey in June 1991..
 GF0420
 GF0420.The geoid height was determined by GEOID03.
 GF0420
 GF0420.The dynamic height is computed by dividing the NAVD 88
 GF0420.geopotential number by the normal gravity value computed on the
 GF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0420.degrees latitude (g = 980.6199 gals.).
 GF0420
 GF0420.The modeled gravity was interpolated from observed gravity values.
 GF0420
 GF0420;                    North         East    Units  Estimated Accuracy
 GF0420;SPC AR N     -   189,180.      288,500.      MT  (+/- 180 meters Scaled)
 GF0420
 GF0420                          SUPERSEDED SURVEY CONTROL
 GF0420
 GF0420  NGVD 29 (??/??/92)  637.307  (m)         2090.90   (f) ADJ UNCH    2 0
 GF0420
 GF0420.Superseded values are not recommended for survey control.
 GF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0420.See file dsdata.txt to determine how the superseded data were derived.
 GF0420
 GF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV786875(NAD 83)
 GF0420_MARKER: DB = BENCH MARK DISK
 GF0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0420_STAMPING: W 152 1935
 GF0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0420+STABILITY: SURFACE MOTION
 GF0420
 GF0420  HISTORY     - Date     Condition        Report By
 GF0420  HISTORY     - 1935     MONUMENTED       CGS
 GF0420  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0420
 GF0420                          STATION DESCRIPTION
 GF0420
 GF0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0420'4 MI W FROM JASPER.
 GF0420'4 MILES WEST ALONG THE JASPER-PONCA ROAD FROM THE COURTHOUSE
 GF0420'AT JASPER, NEWTON COUNTY, AT THE TOP OF A LONG WINDING HILL ON
 GF0420'LOW GAP MOUNTAIN, 66 FEET NORTH OF THE CENTERLINE OF THE ROAD, 48
 GF0420'FEET SOUTH OF THE SOUTHWEST CORNER OF A VACANT HOUSE ON A WILL
 GF0420'FARMER FARM, 14 FEET EAST OF THE SOUTHWEST CORNER OF A YARD
 GF0420'FENCE, 13 FEET WEST OF THE WEST END OF A YARD GATE, AND 1 FOOT
 GF0420'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED W 152 1935 AND SET
 GF0420'IN THE TOP OF A CONCRETE POST.
 GF0420
 GF0420                          STATION RECOVERY (1965)
 GF0420
 GF0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0791 ***********************************************************************
 FG0791  DESIGNATION -  W 156
 FG0791  PID         -  FG0791
 FG0791  STATE/COUNTY-  AR/NEWTON
 FG0791  USGS QUAD   -  BOXLEY (1975)
 FG0791
 FG0791                         *CURRENT SURVEY CONTROL
 FG0791  ___________________________________________________________________
 FG0791* NAD 83(1986)-  35 53 17.     (N)    093 28 25.     (W)     SCALED    
 FG0791* NAVD 88     -       665.581  (meters)    2183.66   (feet)  ADJUSTED  
 FG0791  ___________________________________________________________________
 FG0791  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG0791  DYNAMIC HT  -         664.936 (meters)    2181.54  (feet)  COMP
 FG0791  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 FG0791
 FG0791  VERT ORDER  -  SECOND    CLASS 0
 FG0791
 FG0791.The horizontal coordinates were scaled from a topographic map and have
 FG0791.an estimated accuracy of +/- 6 seconds.
 FG0791
 FG0791.The orthometric height was determined by differential leveling
 FG0791.and adjusted by the National Geodetic Survey in June 1991..
 FG0791
 FG0791.The geoid height was determined by GEOID03.
 FG0791
 FG0791.The dynamic height is computed by dividing the NAVD 88
 FG0791.geopotential number by the normal gravity value computed on the
 FG0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0791.degrees latitude (g = 980.6199 gals.).
 FG0791
 FG0791.The modeled gravity was interpolated from observed gravity values.
 FG0791
 FG0791;                    North         East    Units  Estimated Accuracy
 FG0791;SPC AR N     -   173,480.      266,960.      MT  (+/- 180 meters Scaled)
 FG0791
 FG0791                          SUPERSEDED SURVEY CONTROL
 FG0791
 FG0791  NGVD 29 (??/??/92)  665.482  (m)         2183.34   (f) ADJ UNCH    2 0
 FG0791
 FG0791.Superseded values are not recommended for survey control.
 FG0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0791.See file dsdata.txt to determine how the superseded data were derived.
 FG0791
 FG0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV572716(NAD 83)
 FG0791_MARKER: DB = BENCH MARK DISK
 FG0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0791_STAMPING: W 156 1935
 FG0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0791+STABILITY: SURFACE MOTION
 FG0791
 FG0791  HISTORY     - Date     Condition        Report By
 FG0791  HISTORY     - 1935     MONUMENTED       CGS
 FG0791
 FG0791                          STATION DESCRIPTION
 FG0791
 FG0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0791'6 MI NE FROM REDSTAR.
 FG0791'IN NEWTON COUNTY, 6 MILES NORTHEAST ALONG THE BOXLEY-REDSTAR ROAD FROM
 FG0791'THE POST OFFICE AT REDSTAR, MADISON COUNTY, AT THE CHARLIE WHITE
 FG0791'FARMHOUSE ON THE CECIL WRECKER FARM, 45 FEET SOUTHEAST OF THE SOUTH
 FG0791'CORNER OF THE HOUSE, 24 FEET NORTHWEST OF A FENCE, 46 FEET NORTHWEST
 FG0791'OF THE CENTERLINE OF THE ROAD, 17 FEET NORTH OF A 10-INCH CEDAR TREE,
 FG0791'AND 11 1/2 FEET EAST OF A WELL.  A STANDARD DISK, STAMPED W 156 1935
 FG0791'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0415 ***********************************************************************
 GF0415  DESIGNATION -  W 157
 GF0415  PID         -  GF0415
 GF0415  STATE/COUNTY-  AR/CARROLL
 GF0415  USGS QUAD   -  OSAGE NE (1968)
 GF0415
 GF0415                         *CURRENT SURVEY CONTROL
 GF0415  ___________________________________________________________________
 GF0415* NAD 83(1986)-  36 12 39.     (N)    093 20 34.     (W)     SCALED    
 GF0415* NAVD 88     -       512.381  (meters)    1681.04   (feet)  ADJUSTED  
 GF0415  ___________________________________________________________________
 GF0415  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GF0415  DYNAMIC HT  -         511.911 (meters)    1679.49  (feet)  COMP
 GF0415  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GF0415
 GF0415  VERT ORDER  -  SECOND    CLASS 0
 GF0415
 GF0415.The horizontal coordinates were scaled from a topographic map and have
 GF0415.an estimated accuracy of +/- 6 seconds.
 GF0415
 GF0415.The orthometric height was determined by differential leveling
 GF0415.and adjusted by the National Geodetic Survey in June 1991..
 GF0415
 GF0415.The geoid height was determined by GEOID03.
 GF0415
 GF0415.The dynamic height is computed by dividing the NAVD 88
 GF0415.geopotential number by the normal gravity value computed on the
 GF0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0415.degrees latitude (g = 980.6199 gals.).
 GF0415
 GF0415.The modeled gravity was interpolated from observed gravity values.
 GF0415
 GF0415;                    North         East    Units  Estimated Accuracy
 GF0415;SPC AR N     -   209,120.      279,260.      MT  (+/- 180 meters Scaled)
 GF0415
 GF0415                          SUPERSEDED SURVEY CONTROL
 GF0415
 GF0415  NGVD 29 (??/??/92)  512.258  (m)         1680.63   (f) ADJ UNCH    2 0
 GF0415
 GF0415.Superseded values are not recommended for survey control.
 GF0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0415.See file dsdata.txt to determine how the superseded data were derived.
 GF0415
 GF0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA691073(NAD 83)
 GF0415_MARKER: DB = BENCH MARK DISK
 GF0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0415_SP_SET: OAK TREE
 GF0415_STAMPING: W 157 1935
 GF0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0415
 GF0415  HISTORY     - Date     Condition        Report By
 GF0415  HISTORY     - 1935     MONUMENTED       CGS
 GF0415
 GF0415                          STATION DESCRIPTION
 GF0415
 GF0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0415'4.2 MI S FROM CARROLLTON.
 GF0415'4.2 MILES SOUTH OF, ALONG ST. HWY. 68, FROM POST OFFICE
 GF0415'MARK SET AT SUMMIT OF HILL AND IN THICKET OF SMALL OAK TREES,
 GF0415'ABOUT 175 FEET NORTH OF CURVE IN HIGHWAY GOING DOWN HILL, 36
 GF0415'FEET EAST OF CENTERLINE OF ST. HWY. 68, 26.4 FEET NORTHEAST OF
 GF0415'CENTERLINE OF JUNCTION OF HIGHWAY AND DIM ROAD LEADING EAST, 10.5
 GF0415'FEET NORTH OF CENTERLINE OF DIM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0416 ***********************************************************************
 GF0416  DESIGNATION -  W 157 RESET
 GF0416  PID         -  GF0416
 GF0416  STATE/COUNTY-  AR/CARROLL
 GF0416  USGS QUAD   -  OSAGE NE (1968)
 GF0416
 GF0416                         *CURRENT SURVEY CONTROL
 GF0416  ___________________________________________________________________
 GF0416* NAD 83(1986)-  36 12 38.     (N)    093 20 34.     (W)     SCALED    
 GF0416* NAVD 88     -       511.45   (+/-2cm)    1678.0    (feet)  VERTCON   
 GF0416  ___________________________________________________________________
 GF0416  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GF0416
 GF0416  VERT ORDER  -  THIRD (See Below)
 GF0416
 GF0416.The horizontal coordinates were scaled from a topographic map and have
 GF0416.an estimated accuracy of +/- 6 seconds.
 GF0416
 GF0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0416.The vertical order pertains to the NGVD 29 superseded value.
 GF0416
 GF0416.The geoid height was determined by GEOID03.
 GF0416
 GF0416;                    North         East    Units  Estimated Accuracy
 GF0416;SPC AR N     -   209,090.      279,260.      MT  (+/- 180 meters Scaled)
 GF0416
 GF0416                          SUPERSEDED SURVEY CONTROL
 GF0416
 GF0416  NGVD 29 (??/??/??)  511.32   (m)         1677.6    (f) RESET       3  
 GF0416
 GF0416.Superseded values are not recommended for survey control.
 GF0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0416.See file dsdata.txt to determine how the superseded data were derived.
 GF0416
 GF0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA691073(NAD 83)
 GF0416_MARKER: DB = BENCH MARK DISK
 GF0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0416_STAMPING: W 157 RESET 1956
 GF0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0416+STABILITY: SURFACE MOTION
 GF0416
 GF0416  HISTORY     - Date     Condition        Report By
 GF0416  HISTORY     - 1956     MONUMENTED       ARHD
 GF0416  HISTORY     - 1956     GOOD             NGS
 GF0416
 GF0416                          STATION DESCRIPTION
 GF0416
 GF0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GF0416'4 MI SW FROM CARROLLTON.
 GF0416'4 MILES SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE STORE AT
 GF0416'CARROLLTON, CARROLL COUNTY, 0.8 MILE NORTHEAST OF JESS BELLS
 GF0416'STORE, AND 53 FEET RIGHT (NORTHWEST) OF THE CENTERLINE OF THE
 GF0416'HIGHWAY.  A STANDARD DISK, STAMPED W 157 RESET 1956 AND SET IN THE
 GF0416'TOP OF AN 8 X 8-INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0404 ***********************************************************************
 GF0404  DESIGNATION -  W 158
 GF0404  PID         -  GF0404
 GF0404  STATE/COUNTY-  AR/BOONE
 GF0404  USGS QUAD   -  GAITHER (1967)
 GF0404
 GF0404                         *CURRENT SURVEY CONTROL
 GF0404  ___________________________________________________________________
 GF0404* NAD 83(1986)-  36 11 58.     (N)    093 13 22.     (W)     SCALED    
 GF0404* NAVD 88     -       425.670  (meters)    1396.55   (feet)  ADJUSTED  
 GF0404  ___________________________________________________________________
 GF0404  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GF0404  DYNAMIC HT  -         425.282 (meters)    1395.28  (feet)  COMP
 GF0404  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GF0404
 GF0404  VERT ORDER  -  SECOND    CLASS 0
 GF0404
 GF0404.The horizontal coordinates were scaled from a topographic map and have
 GF0404.an estimated accuracy of +/- 6 seconds.
 GF0404
 GF0404.The orthometric height was determined by differential leveling
 GF0404.and adjusted by the National Geodetic Survey in June 1991..
 GF0404
 GF0404.The geoid height was determined by GEOID03.
 GF0404
 GF0404.The dynamic height is computed by dividing the NAVD 88
 GF0404.geopotential number by the normal gravity value computed on the
 GF0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0404.degrees latitude (g = 980.6199 gals.).
 GF0404
 GF0404.The modeled gravity was interpolated from observed gravity values.
 GF0404
 GF0404;                    North         East    Units  Estimated Accuracy
 GF0404;SPC AR N     -   207,720.      290,030.      MT  (+/- 180 meters Scaled)
 GF0404
 GF0404                          SUPERSEDED SURVEY CONTROL
 GF0404
 GF0404  NGVD 29 (??/??/92)  425.540  (m)         1396.13   (f) ADJ UNCH    2 0
 GF0404
 GF0404.Superseded values are not recommended for survey control.
 GF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0404.See file dsdata.txt to determine how the superseded data were derived.
 GF0404
 GF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA799060(NAD 83)
 GF0404_MARKER: DB = BENCH MARK DISK
 GF0404_SETTING: 80 = SET IN A BOULDER
 GF0404_SP_SET: BOULDER
 GF0404_STAMPING: W 158 1935
 GF0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0404+STABILITY: SURFACE MOTION
 GF0404
 GF0404  HISTORY     - Date     Condition        Report By
 GF0404  HISTORY     - 1935     MONUMENTED       CGS
 GF0404
 GF0404                          STATION DESCRIPTION
 GF0404
 GF0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0404'2 MI E FROM BATAVIA.
 GF0404'2 MILES EAST ALONG OLD U.S. HIGHWAY 62 FROM THE MISSOURI AND
 GF0404'NORTH ARKANSAS RAILWAY STATION AT BATAVIA, BOONE COUNTY, 2.9
 GF0404'MILES SOUTHWEST ALONG THE BATAVIA-DELMAR ROAD, 0.2 MILE EAST OF A
 GF0404'VACANT HOUSE ON THE HENRY FRANCHER FARM, 110 FEET EAST OF TERRAPIN
 GF0404'CREEK, 105 FEET NORTH OF A PROPOSED SITE FOR A SCHOOLHOUSE, 99
 GF0404'FEET SOUTH OF THE JUNCTION OF THE ROAD WITH A FARM ROAD LEADING
 GF0404'WEST, 26 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN THE
 GF0404'TOP OF A 10 X 16-FOOT SANDSTONE BOULDER.  A STANDARD DISK,
 GF0404'STAMPED W 158 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0399 ***********************************************************************
 GF0399  DESIGNATION -  W 159
 GF0399  PID         -  GF0399
 GF0399  STATE/COUNTY-  AR/NEWTON
 GF0399  USGS QUAD   -  PONCA (1967)
 GF0399
 GF0399                         *CURRENT SURVEY CONTROL
 GF0399  ___________________________________________________________________
 GF0399* NAD 83(1986)-  36 01 24.     (N)    093 21 51.     (W)     SCALED    
 GF0399* NAVD 88     -       325.658  (meters)    1068.43   (feet)  ADJUSTED  
 GF0399  ___________________________________________________________________
 GF0399  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GF0399  DYNAMIC HT  -         325.358 (meters)    1067.45  (feet)  COMP
 GF0399  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 GF0399
 GF0399  VERT ORDER  -  SECOND    CLASS 0
 GF0399
 GF0399.The horizontal coordinates were scaled from a topographic map and have
 GF0399.an estimated accuracy of +/- 6 seconds.
 GF0399
 GF0399.The orthometric height was determined by differential leveling
 GF0399.and adjusted by the National Geodetic Survey in June 1991..
 GF0399
 GF0399.The geoid height was determined by GEOID03.
 GF0399
 GF0399.The dynamic height is computed by dividing the NAVD 88
 GF0399.geopotential number by the normal gravity value computed on the
 GF0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0399.degrees latitude (g = 980.6199 gals.).
 GF0399
 GF0399.The modeled gravity was interpolated from observed gravity values.
 GF0399
 GF0399;                    North         East    Units  Estimated Accuracy
 GF0399;SPC AR N     -   188,350.      277,050.      MT  (+/- 180 meters Scaled)
 GF0399
 GF0399                          SUPERSEDED SURVEY CONTROL
 GF0399
 GF0399  NGVD 29 (??/??/92)  325.547  (m)         1068.07   (f) ADJ UNCH    2 0
 GF0399
 GF0399.Superseded values are not recommended for survey control.
 GF0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0399.See file dsdata.txt to determine how the superseded data were derived.
 GF0399
 GF0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV671865(NAD 83)
 GF0399_MARKER: DB = BENCH MARK DISK
 GF0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0399_STAMPING: W 159 1935
 GF0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0399+STABILITY: SURFACE MOTION
 GF0399
 GF0399  HISTORY     - Date     Condition        Report By
 GF0399  HISTORY     - 1935     MONUMENTED       CGS
 GF0399
 GF0399                          STATION DESCRIPTION
 GF0399
 GF0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0399'AT PONCA.
 GF0399'AT PONCA, NEWTON COUNTY, 98 FEET WEST OF THE WEST CORNER OF THE
 GF0399'POST OFFICE AND THE YOUNG STORE, 85 FEET SOUTHWEST OF THE SOUTH
 GF0399'CORNER OF THE L.C. YOUNG GARAGE, 52 FEET SOUTHWEST OF THE CENTERLINE
 GF0399'OF THE HIGHWAY, ON THE SLOPE OF A HILL, AND 8 FEET EAST OF A
 GF0399'9-INCH GUM TREE.  A STANDARD DISK, STAMPED W 159 1935 AND SET
 GF0399'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0514 ***********************************************************************
 GE0514  DESIGNATION -  W 16
 GE0514  PID         -  GE0514
 GE0514  STATE/COUNTY-  AR/FULTON
 GE0514  USGS QUAD   -  CAMP (1962)
 GE0514
 GE0514                         *CURRENT SURVEY CONTROL
 GE0514  ___________________________________________________________________
 GE0514* NAD 83(1986)-  36 25 41.     (N)    091 42 21.     (W)     SCALED    
 GE0514* NAVD 88     -       245.560  (meters)     805.64   (feet)  ADJUSTED  
 GE0514  ___________________________________________________________________
 GE0514  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE0514  DYNAMIC HT  -         245.354 (meters)     804.97  (feet)  COMP
 GE0514  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GE0514
 GE0514  VERT ORDER  -  SECOND    CLASS 0
 GE0514
 GE0514.The horizontal coordinates were scaled from a topographic map and have
 GE0514.an estimated accuracy of +/- 6 seconds.
 GE0514
 GE0514.The orthometric height was determined by differential leveling
 GE0514.and adjusted by the National Geodetic Survey in June 1991..
 GE0514
 GE0514.The geoid height was determined by GEOID03.
 GE0514
 GE0514.The dynamic height is computed by dividing the NAVD 88
 GE0514.geopotential number by the normal gravity value computed on the
 GE0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0514.degrees latitude (g = 980.6199 gals.).
 GE0514
 GE0514.The modeled gravity was interpolated from observed gravity values.
 GE0514
 GE0514;                    North         East    Units  Estimated Accuracy
 GE0514;SPC AR N     -   232,440.      426,380.      MT  (+/- 180 meters Scaled)
 GE0514
 GE0514                          SUPERSEDED SURVEY CONTROL
 GE0514
 GE0514  NGVD 29 (??/??/92)  245.439  (m)          805.24   (f) ADJ UNCH    2 0
 GE0514
 GE0514.Superseded values are not recommended for survey control.
 GE0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0514.See file dsdata.txt to determine how the superseded data were derived.
 GE0514
 GE0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA160322(NAD 83)
 GE0514_MARKER: DB = BENCH MARK DISK
 GE0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0514_STAMPING: 805.244 W 16 1932
 GE0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0514+STABILITY: SURFACE MOTION
 GE0514
 GE0514  HISTORY     - Date     Condition        Report By
 GE0514  HISTORY     - 1932     MONUMENTED       CGS
 GE0514  HISTORY     - 1961     GOOD             USGS
 GE0514
 GE0514                          STATION DESCRIPTION
 GE0514
 GE0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0514'8.5 MI NE FROM SALEM.
 GE0514'ABOUT 8-1/2 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM SALEM,
 GE0514'FULTON COUNTY, ABOUT 2 MILES NORTHEAST OF CAMP, IN THE NW 1/4
 GE0514'NW 1/4 SEC. 2, T. 20 N., R. 7 W., AT THE J.M. BOOKOUT STORE
 GE0514'AND SERVICE STATION, 22 FEET WEST OF THE WEST SIDE OF THE SERVICE
 GE0514'STATION, AND 44 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 GE0514'A STANDARD DISK, STAMPED 805.244 W 16 1932 AND SET IN THE TOP
 GE0514'OF A CONCRETE POST.  NOTE-- NO LONGER 22 FT. WEST OF THE WEST
 GE0514'SIDE OF THE SERVICE STATION AND 44 FT. NORTH OF THE CENTERLINE
 GE0514'OF THE HIGHWAY.  MARK IS NOW 25 FT. WEST OF SOUTH CORNER OF OLD
 GE0514'STORE AND SERVICE STATION AND 73 FT. NORTHWEST OF THE CENTERLINE
 GE0514'OF NEW HIGHWAY.
 GE0514
 GE0514                          STATION RECOVERY (1961)
 GE0514
 GE0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GE0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1002 ***********************************************************************
 EJ1002  DESIGNATION -  W 161
 EJ1002  PID         -  EJ1002
 EJ1002  STATE/COUNTY-  AR/GARLAND
 EJ1002  USGS QUAD   -  STEVE (1968)
 EJ1002
 EJ1002                         *CURRENT SURVEY CONTROL
 EJ1002  ___________________________________________________________________
 EJ1002* NAD 83(1986)-  34 45 28.     (N)    093 22 20.     (W)     SCALED    
 EJ1002* NAVD 88     -       281.931  (meters)     924.97   (feet)  ADJUSTED  
 EJ1002  ___________________________________________________________________
 EJ1002  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 EJ1002  DYNAMIC HT  -         281.645 (meters)     924.03  (feet)  COMP
 EJ1002  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 EJ1002
 EJ1002  VERT ORDER  -  SECOND    CLASS 0
 EJ1002
 EJ1002.The horizontal coordinates were scaled from a topographic map and have
 EJ1002.an estimated accuracy of +/- 6 seconds.
 EJ1002
 EJ1002.The orthometric height was determined by differential leveling
 EJ1002.and adjusted by the National Geodetic Survey in June 1991..
 EJ1002
 EJ1002.The geoid height was determined by GEOID03.
 EJ1002
 EJ1002.The dynamic height is computed by dividing the NAVD 88
 EJ1002.geopotential number by the normal gravity value computed on the
 EJ1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1002.degrees latitude (g = 980.6199 gals.).
 EJ1002
 EJ1002.The modeled gravity was interpolated from observed gravity values.
 EJ1002
 EJ1002;                    North         East    Units  Estimated Accuracy
 EJ1002;SPC AR S     -   632,780.      274,370.      MT  (+/- 180 meters Scaled)
 EJ1002
 EJ1002                          SUPERSEDED SURVEY CONTROL
 EJ1002
 EJ1002  NGVD 29 (??/??/92)  281.881  (m)          924.80   (f) ADJ UNCH    2 0
 EJ1002
 EJ1002.Superseded values are not recommended for survey control.
 EJ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1002.See file dsdata.txt to determine how the superseded data were derived.
 EJ1002
 EJ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU659462(NAD 83)
 EJ1002_MARKER: DB = BENCH MARK DISK
 EJ1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1002_STAMPING: W 161 1935
 EJ1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1002+STABILITY: SURFACE MOTION
 EJ1002
 EJ1002  HISTORY     - Date     Condition        Report By
 EJ1002  HISTORY     - 1935     MONUMENTED       CGS
 EJ1002
 EJ1002                          STATION DESCRIPTION
 EJ1002
 EJ1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1002'5.0 MI NW FROM MT TABOR.
 EJ1002'5.0 MILES NORTHWEST ALONG THE ALY ROAD FROM THE CHURCH AT MOUNT TABOR,
 EJ1002'GARLAND COUNTY, 0.6 MILE WEST OF THE JUNCTION OF THE GLADSTONE ROAD,
 EJ1002'0.4 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING NORTH TO POWELL
 EJ1002'MOUNTAIN TOWER, 42 FEET WEST OF THE NORTH END OF THE MIDDLE CULVERT OF
 EJ1002'THREE CULVERTS UNDER THE ROAD, 24.6 FEET NORTH OF THE CENTER LINE OF
 EJ1002'THE ROAD, AND 5.8 FEET WEST OF A 24-INCH BLAZED OAK TREE. A STANDARD
 EJ1002'DISK, STAMPED W 161 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1401 ***********************************************************************
 EJ1401  DESIGNATION -  W 162
 EJ1401  PID         -  EJ1401
 EJ1401  STATE/COUNTY-  AR/MONTGOMERY
 EJ1401  USGS QUAD   -  CADDO GAP (1979)
 EJ1401
 EJ1401                         *CURRENT SURVEY CONTROL
 EJ1401  ___________________________________________________________________
 EJ1401* NAD 83(1986)-  34 27 06.     (N)    093 31 58.     (W)     SCALED    
 EJ1401* NAVD 88     -       269.997  (meters)     885.82   (feet)  ADJUSTED  
 EJ1401  ___________________________________________________________________
 EJ1401  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EJ1401  DYNAMIC HT  -         269.722 (meters)     884.91  (feet)  COMP
 EJ1401  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 EJ1401
 EJ1401  VERT ORDER  -  SECOND    CLASS 0
 EJ1401
 EJ1401.The horizontal coordinates were scaled from a topographic map and have
 EJ1401.an estimated accuracy of +/- 6 seconds.
 EJ1401
 EJ1401.The orthometric height was determined by differential leveling
 EJ1401.and adjusted by the National Geodetic Survey in June 1991..
 EJ1401
 EJ1401.The geoid height was determined by GEOID03.
 EJ1401
 EJ1401.The dynamic height is computed by dividing the NAVD 88
 EJ1401.geopotential number by the normal gravity value computed on the
 EJ1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1401.degrees latitude (g = 980.6199 gals.).
 EJ1401
 EJ1401.The modeled gravity was interpolated from observed gravity values.
 EJ1401
 EJ1401;                    North         East    Units  Estimated Accuracy
 EJ1401;SPC AR S     -   599,040.      259,160.      MT  (+/- 180 meters Scaled)
 EJ1401
 EJ1401                          SUPERSEDED SURVEY CONTROL
 EJ1401
 EJ1401  NGVD 29 (??/??/92)  269.957  (m)          885.68   (f) ADJ UNCH    2 0
 EJ1401
 EJ1401.Superseded values are not recommended for survey control.
 EJ1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1401.See file dsdata.txt to determine how the superseded data were derived.
 EJ1401
 EJ1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU510123(NAD 83)
 EJ1401_MARKER: DB = BENCH MARK DISK
 EJ1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1401_STAMPING: W 162 1935
 EJ1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1401+STABILITY: SURFACE MOTION
 EJ1401
 EJ1401  HISTORY     - Date     Condition        Report By
 EJ1401  HISTORY     - 1935     MONUMENTED       CGS
 EJ1401  HISTORY     - 1961     GOOD             NGS
 EJ1401  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ1401
 EJ1401                          STATION DESCRIPTION
 EJ1401
 EJ1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1401'8.2 MI E FROM CADDO GAP.
 EJ1401'8.2 MILES EAST ALONG THE BUTTERMILK SPRINGS ROAD AND THE OLD
 EJ1401'DALLAS-HOT SPRINGS ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ1401'CADDO GAP, MONTGOMERY COUNTY, 0.8 MILE EAST OF MT. ZION CHURCH, 0.4
 EJ1401'MILE EAST OF A FARMHOUSE, 0.2 MILE SOUTHEAST OF A FORD ACROSS A SMALL
 EJ1401'CREEK, 130 FEET NORTHWEST OF A 12-INCH SWEET GUM TREE, 28.4 FEET
 EJ1401'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ON THE NORTHEAST SLOPE OF A
 EJ1401'HILL, 12 FEET SOUTHEAST OF A NORTH FENCE CORNER, AND 4.9 FEET
 EJ1401'NORTHWEST OF THE CENTER OF A GATE.  A STANDARD DISK, STAMPED W 162
 EJ1401'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEAR THE EAST END
 EJ1401'OF AN S CURVE, ABOUT 50 YARDS WEST OF THE TOP OF A HILL, ABOUT 4 FEET
 EJ1401'SOUTHWEST OF A TRIANGLE-BLAZED PINE TREE AND ABOUT 3 FEET HIGHER THAN
 EJ1401'THE ROAD.
 EJ1401
 EJ1401                          STATION RECOVERY (1976)
 EJ1401
 EJ1401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EJ1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1553 ***********************************************************************
 EJ1553  DESIGNATION -  W 163 RESET
 EJ1553  PID         -  EJ1553
 EJ1553  STATE/COUNTY-  AR/GARLAND
 EJ1553  USGS QUAD   -  MC GRAW MOUNTAIN (1962)
 EJ1553
 EJ1553                         *CURRENT SURVEY CONTROL
 EJ1553  ___________________________________________________________________
 EJ1553* NAD 83(1986)-  34 30 54.     (N)    093 22 58.     (W)     SCALED    
 EJ1553* NAVD 88     -       203.29   (meters)     667.0    (feet)  RESET     
 EJ1553  ___________________________________________________________________
 EJ1553  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EJ1553
 EJ1553  VERT ORDER  -  THIRD
 EJ1553
 EJ1553.The horizontal coordinates were scaled from a topographic map and have
 EJ1553.an estimated accuracy of +/- 6 seconds.
 EJ1553
 EJ1553.The orthometric height was computed from unverified reset data.
 EJ1553
 EJ1553.The geoid height was determined by GEOID03.
 EJ1553
 EJ1553;                    North         East    Units  Estimated Accuracy
 EJ1553;SPC AR S     -   605,860.      273,040.      MT  (+/- 180 meters Scaled)
 EJ1553
 EJ1553                          SUPERSEDED SURVEY CONTROL
 EJ1553
 EJ1553  NGVD 29 (08/21/02)  203.26   (m)          666.9    (f) RESET       3  
 EJ1553
 EJ1553.Superseded values are not recommended for survey control.
 EJ1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1553.See file dsdata.txt to determine how the superseded data were derived.
 EJ1553
 EJ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU648193(NAD 83)
 EJ1553_MARKER: DD = SURVEY DISK
 EJ1553_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1553_SP_SET: HEADWALL
 EJ1553_STAMPING: W 163 RESET 1979
 EJ1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1553+STABILITY: SURFACE MOTION
 EJ1553
 EJ1553  HISTORY     - Date     Condition        Report By
 EJ1553  HISTORY     - 1979     MONUMENTED       ARHD
 EJ1553
 EJ1553                          STATION DESCRIPTION
 EJ1553
 EJ1553'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1979
 EJ1553'3.0 MI WEST FROM CRYSTAL SPRINGS.
 EJ1553'3.0 MILES WEST ALONG U.S. HIGHWAY 270 FROM THE PUBLIC SCHOOL IN
 EJ1553'CRYSTAL SPRINGS, 1.6 MILES EAST OF THE MONTGOMERY-GARLAND COUNTY
 EJ1553'LINE, AT CONCRETE BRIDGE OVER WALNUT CREEK, 30.0 FEET SOUTH OF THE
 EJ1553'CENTER OF U.S. HIGHWAY 270, AND NEAR THE CENTER OF THE TOP OF THE
 EJ1553'SOUTH CONCRETE HEADWALL OF BRIDGE. A ARKANSAS STATE HIGHWAY AND
 EJ1553'TRANSPORTATION DEPARTMENT ALUMINUM DISK.
 EJ1553'THE MARK IS 30.2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1403 ***********************************************************************
 FF1403  DESIGNATION -  W 164
 FF1403  PID         -  FF1403
 FF1403  STATE/COUNTY-  AR/PRAIRIE
 FF1403  USGS QUAD   -  JASMINE (1994)
 FF1403
 FF1403                         *CURRENT SURVEY CONTROL
 FF1403  ___________________________________________________________________
 FF1403* NAD 83(1986)-  35 02 06.     (N)    091 33 23.     (W)     SCALED    
 FF1403* NAVD 88     -        57.716  (meters)     189.36   (feet)  ADJUSTED  
 FF1403  ___________________________________________________________________
 FF1403  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF1403  DYNAMIC HT  -          57.663 (meters)     189.18  (feet)  COMP
 FF1403  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FF1403
 FF1403  VERT ORDER  -  FIRST     CLASS II
 FF1403
 FF1403.The horizontal coordinates were scaled from a topographic map and have
 FF1403.an estimated accuracy of +/- 6 seconds.
 FF1403
 FF1403.The orthometric height was determined by differential leveling
 FF1403.and adjusted by the National Geodetic Survey in June 1991..
 FF1403
 FF1403.The geoid height was determined by GEOID03.
 FF1403
 FF1403.The dynamic height is computed by dividing the NAVD 88
 FF1403.geopotential number by the normal gravity value computed on the
 FF1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1403.degrees latitude (g = 980.6199 gals.).
 FF1403
 FF1403.The modeled gravity was interpolated from observed gravity values.
 FF1403
 FF1403;                    North         East    Units  Estimated Accuracy
 FF1403;SPC AR S     -   662,780.      440,480.      MT  (+/- 180 meters Scaled)
 FF1403
 FF1403                          SUPERSEDED SURVEY CONTROL
 FF1403
 FF1403  NGVD 29 (??/??/??)   57.703  (m)          189.31   (f) ADJUSTED    1 2
 FF1403
 FF1403.Superseded values are not recommended for survey control.
 FF1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1403.See file dsdata.txt to determine how the superseded data were derived.
 FF1403
 FF1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU316778(NAD 83)
 FF1403_MARKER: DB = BENCH MARK DISK
 FF1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1403_STAMPING: W 164 1955
 FF1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1403+STABILITY: SURFACE MOTION
 FF1403
 FF1403  HISTORY     - Date     Condition        Report By
 FF1403  HISTORY     - 1955     MONUMENTED       CGS
 FF1403  HISTORY     - 1964     MARK NOT FOUND   CGS
 FF1403
 FF1403                          STATION DESCRIPTION
 FF1403
 FF1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1403'5.8 MI NW FROM DES ARC.
 FF1403'5.85 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1403'RAILROAD FROM THE STATION AT DES ARC, 0.35 MILE NORTHWEST OF THE
 FF1403'STATION SIGN AT ENARC, 0.35 MILE NORTHWEST OF MILEPOST 19, 0.25
 FF1403'MILE NORTHWEST OF A PRIVATE ROAD CROSSING, 41 FEET NORTHEAST
 FF1403'OF THE NORTHEAST RAIL, 11 FEET SOUTH OF A 14 INCH BLAZED OAK
 FF1403'TREE, 1.7 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 FF1403'6 INCH CONCRETE POST WHICH IS FILLED WITH CONCRETE AND PROJECTS
 FF1403'0.1 FOOT ABOVE THE GROUND. NOTE--BENCH MARK BELIEVED TO BE UNDER
 FF1403'A LARGE SAW DUST PILE.
 FF1403
 FF1403                          STATION RECOVERY (1964)
 FF1403
 FF1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FF1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1606 ***********************************************************************
 FF1606  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1606  DESIGNATION -  W 165
 FF1606  PID         -  FF1606
 FF1606  STATE/COUNTY-  AR/SHARP
 FF1606  USGS QUAD   -  CAVE CITY (1989)
 FF1606
 FF1606                         *CURRENT SURVEY CONTROL
 FF1606  ___________________________________________________________________
 FF1606* NAD 83(1997)-  35 57 51.33326(N)    091 33 03.12816(W)     ADJUSTED  
 FF1606* NAVD 88     -       201.27   (meters)     660.3    (feet)  GPS OBS   
 FF1606  ___________________________________________________________________
 FF1606  X           -    -139,881.846 (meters)                     COMP
 FF1606  Y           -  -5,166,575.839 (meters)                     COMP
 FF1606  Z           -   3,725,084.403 (meters)                     COMP
 FF1606  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 FF1606  ELLIP HEIGHT-         173.36  (meters)          (04/05/04) GPS OBS
 FF1606  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF1606  DYNAMIC HT  -         201.10  (meters)     659.8   (feet)  COMP
 FF1606  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 FF1606
 FF1606  HORZ ORDER  -  B
 FF1606  VERT ORDER  -  THIRD (See Below)
 FF1606  ELLP ORDER  -  FOURTH    CLASS I
 FF1606
 FF1606.The horizontal coordinates were established by GPS observations
 FF1606.and adjusted by the National Geodetic Survey in April 2004..
 FF1606
 FF1606.The orthometric height was determined by GPS observations and a
 FF1606.high-resolution geoid model using precise GPS observation and
 FF1606.processing techniques. It supersedes the leveled height previously
 FF1606.determined for this station.
 FF1606.The vertical order pertains to the first NAVD 88 superseded value.
 FF1606
 FF1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1606
 FF1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1606
 FF1606.The ellipsoidal height was determined by GPS observations
 FF1606.and is referenced to NAD 83.
 FF1606
 FF1606.The geoid height was determined by GEOID03.
 FF1606
 FF1606.The dynamic height is computed by dividing the NAVD 88
 FF1606.geopotential number by the normal gravity value computed on the
 FF1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1606.degrees latitude (g = 980.6199 gals.).
 FF1606
 FF1606.The modeled gravity was interpolated from observed gravity values.
 FF1606
 FF1606;                    North         East     Units Scale Factor Converg.
 FF1606;SPC AR N     -   181,032.391   440,511.730   MT  0.99995787   +0 15 40.9
 FF1606;SPC AR N     -   593,937.10  1,445,245.57   sFT  0.99995787   +0 15 40.9
 FF1606;UTM  15      - 3,980,954.870   630,670.006   MT  0.99981039   +0 51 04.2
 FF1606
 FF1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1606!SPC AR N     -   0.99997279  x   0.99995787  =   0.99993066
 FF1606!UTM  15      -   0.99997279  x   0.99981039  =   0.99978319
 FF1606
 FF1606                          SUPERSEDED SURVEY CONTROL
 FF1606
 FF1606  NAVD 88 (06/15/91)  201.246  (m)          660.25   (f) ADJUSTED    2 0
 FF1606  NGVD 29 (??/??/??)  201.168  (m)          660.00   (f) ADJUSTED    2 0
 FF1606
 FF1606.Superseded values are not recommended for survey control.
 FF1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1606.See file dsdata.txt to determine how the superseded data were derived.
 FF1606
 FF1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3067080955(NAD 83)
 FF1606_MARKER: DB = BENCH MARK DISK
 FF1606_SETTING: 80 = SET IN A BOULDER
 FF1606_SP_SET: BOULDER
 FF1606_STAMPING: W 165 1955
 FF1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1606+STABILITY: SURFACE MOTION
 FF1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1606+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005
 FF1606
 FF1606  HISTORY     - Date     Condition        Report By
 FF1606  HISTORY     - 1955     MONUMENTED       CGS
 FF1606  HISTORY     - 20020419 GOOD             USACE
 FF1606  HISTORY     - 20050331 GOOD             ARHD
 FF1606
 FF1606                          STATION DESCRIPTION
 FF1606
 FF1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1606'2 MI NW FROM CAVE CITY.
 FF1606'1.95 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 FF1606'AT CAVE CITY, ON TOP OF A HILL, 239 FEET SOUTH OF THE CENTER LINE
 FF1606'OF A PRIVATE DRIVEWAY, 258 FEET SOUTHEAST OF AN 18 INCH OAK
 FF1606'TREE, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET
 FF1606'EAST OF A POWER POLE, 55 FEET EAST OF A FENCE, 0.7 FOOT ABOVE
 FF1606'THE GROUND, SET IN THE TOP OF A LIMESTONE BOULDER.
 FF1606
 FF1606                          STATION RECOVERY (2002)
 FF1606
 FF1606'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1606'RECOVERED IN GOOD CONDITION.
 FF1606
 FF1606                          STATION RECOVERY (2005)
 FF1606
 FF1606'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FF1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0643 ***********************************************************************
 GE0643  DESIGNATION -  W 166
 GE0643  PID         -  GE0643
 GE0643  STATE/COUNTY-  AR/SHARP
 GE0643  USGS QUAD   -  EVENING SHADE (1961)
 GE0643
 GE0643                         *CURRENT SURVEY CONTROL
 GE0643  ___________________________________________________________________
 GE0643* NAD 83(1986)-  36 02 59.     (N)    091 36 22.     (W)     SCALED    
 GE0643* NAVD 88     -       139.987  (meters)     459.27   (feet)  ADJUSTED  
 GE0643  ___________________________________________________________________
 GE0643  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GE0643  DYNAMIC HT  -         139.866 (meters)     458.88  (feet)  COMP
 GE0643  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GE0643
 GE0643  VERT ORDER  -  SECOND    CLASS 0
 GE0643
 GE0643.The horizontal coordinates were scaled from a topographic map and have
 GE0643.an estimated accuracy of +/- 6 seconds.
 GE0643
 GE0643.The orthometric height was determined by differential leveling
 GE0643.and adjusted by the National Geodetic Survey in June 1991..
 GE0643
 GE0643.The geoid height was determined by GEOID03.
 GE0643
 GE0643.The dynamic height is computed by dividing the NAVD 88
 GE0643.geopotential number by the normal gravity value computed on the
 GE0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0643.degrees latitude (g = 980.6199 gals.).
 GE0643
 GE0643.The modeled gravity was interpolated from observed gravity values.
 GE0643
 GE0643;                    North         East    Units  Estimated Accuracy
 GE0643;SPC AR N     -   190,490.      435,490.      MT  (+/- 180 meters Scaled)
 GE0643
 GE0643                          SUPERSEDED SURVEY CONTROL
 GE0643
 GE0643  NGVD 29 (??/??/92)  139.898  (m)          458.98   (f) ADJ UNCH    2 0
 GE0643
 GE0643.Superseded values are not recommended for survey control.
 GE0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0643.See file dsdata.txt to determine how the superseded data were derived.
 GE0643
 GE0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV255903(NAD 83)
 GE0643_MARKER: DB = BENCH MARK DISK
 GE0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0643_SP_SET: BRIDGE
 GE0643_STAMPING: W 166 1955
 GE0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0643
 GE0643  HISTORY     - Date     Condition        Report By
 GE0643  HISTORY     - 1955     MONUMENTED       CGS
 GE0643
 GE0643                          STATION DESCRIPTION
 GE0643
 GE0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0643'2 MI N FROM EVENING SHADE.
 GE0643'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0643'EVENING SHADE, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 11,
 GE0643'14.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 GE0643'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CURB OF A LARGE
 GE0643'CONCRETE BRIDGE OVER A BRANCH OF BIG CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1128 ***********************************************************************
 EH1128  DESIGNATION -  W 167
 EH1128  PID         -  EH1128
 EH1128  STATE/COUNTY-  AR/MONROE
 EH1128  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1128
 EH1128                         *CURRENT SURVEY CONTROL
 EH1128  ___________________________________________________________________
 EH1128* NAD 83(1986)-  34 51 36.     (N)    091 17 07.     (W)     SCALED    
 EH1128* NAVD 88     -        53.562  (meters)     175.73   (feet)  ADJUSTED  
 EH1128  ___________________________________________________________________
 EH1128  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1128  DYNAMIC HT  -          53.513 (meters)     175.57  (feet)  COMP
 EH1128  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 EH1128
 EH1128  VERT ORDER  -  FIRST     CLASS II
 EH1128
 EH1128.The horizontal coordinates were scaled from a topographic map and have
 EH1128.an estimated accuracy of +/- 6 seconds.
 EH1128
 EH1128.The orthometric height was determined by differential leveling
 EH1128.and adjusted by the National Geodetic Survey in June 1991..
 EH1128
 EH1128.The geoid height was determined by GEOID03.
 EH1128
 EH1128.The dynamic height is computed by dividing the NAVD 88
 EH1128.geopotential number by the normal gravity value computed on the
 EH1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1128.degrees latitude (g = 980.6199 gals.).
 EH1128
 EH1128.The modeled gravity was interpolated from observed gravity values.
 EH1128
 EH1128;                    North         East    Units  Estimated Accuracy
 EH1128;SPC AR S     -   643,510.      465,360.      MT  (+/- 180 meters Scaled)
 EH1128
 EH1128                          SUPERSEDED SURVEY CONTROL
 EH1128
 EH1128  NGVD 29 (??/??/??)   53.564  (m)          175.73   (f) ADJUSTED    1 2
 EH1128
 EH1128.Superseded values are not recommended for survey control.
 EH1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1128.See file dsdata.txt to determine how the superseded data were derived.
 EH1128
 EH1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU567588(NAD 83)
 EH1128_MARKER: DB = BENCH MARK DISK
 EH1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1128_STAMPING: W 167 1955
 EH1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1128+STABILITY: SURFACE MOTION
 EH1128
 EH1128  HISTORY     - Date     Condition        Report By
 EH1128  HISTORY     - 1955     MONUMENTED       CGS
 EH1128
 EH1128                          STATION DESCRIPTION
 EH1128
 EH1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1128'5.8 MI SW FROM BRINKLEY.
 EH1128'ABOUT 5.8 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1128'RAILROAD FROM THE UNION STATION AT BRINKLEY, 51 YARDS NORTHEAST OF
 EH1128'MILE POLE 75, 93 YARDS NORTHEAST OF NORTHEAST END OF TRESTLE NO. 751,
 EH1128'96 FEET SOUTHEAST OF SOUTHEAST RAIL, 1 FOOT NORTHWEST OF A FENCE LINE,
 EH1128'83 1/2 FEET EAST OF SECOND TELEPHONE POLE NORTHEAST OF NORTHEAST END
 EH1128'OF TRESTLE, 88 FEET SOUTH OF THE THIRD TELEPHONE POLE NORTHEAST OF
 EH1128'NORTHEAST END OF TRESTLE, 129 1/2 FEET EAST AND ACROSS TRACK FROM A
 EH1128'SWITCH STAND AT SOUTHWEST END OF DOUBLE TRACK, 1 FOOT NORTH OF A WHITE
 EH1128'PAINTED IRON FENCE POST, ABOUT 7 FEET BELOW LEVEL OF TRACK AND SET IN
 EH1128'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- MARK IS ABOUT
 EH1128'0.15 MILE NORTHEAST OF TRESTLE ACROSS BAYOU DE VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1207 ***********************************************************************
 EH1207  DESIGNATION -  W 168
 EH1207  PID         -  EH1207
 EH1207  STATE/COUNTY-  AR/MONROE
 EH1207  USGS QUAD   -  CLARENDON (1968)
 EH1207
 EH1207                         *CURRENT SURVEY CONTROL
 EH1207  ___________________________________________________________________
 EH1207* NAD 83(1986)-  34 41 09.     (N)    091 18 54.     (W)     SCALED    
 EH1207* NAVD 88     -        54.535  (meters)     178.92   (feet)  ADJUSTED  
 EH1207  ___________________________________________________________________
 EH1207  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH1207  DYNAMIC HT  -          54.484 (meters)     178.75  (feet)  COMP
 EH1207  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 EH1207
 EH1207  VERT ORDER  -  FIRST     CLASS II
 EH1207
 EH1207.The horizontal coordinates were scaled from a topographic map and have
 EH1207.an estimated accuracy of +/- 6 seconds.
 EH1207
 EH1207.The orthometric height was determined by differential leveling
 EH1207.and adjusted by the National Geodetic Survey in June 1991..
 EH1207
 EH1207.The geoid height was determined by GEOID03.
 EH1207
 EH1207.The dynamic height is computed by dividing the NAVD 88
 EH1207.geopotential number by the normal gravity value computed on the
 EH1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1207.degrees latitude (g = 980.6199 gals.).
 EH1207
 EH1207.The modeled gravity was interpolated from observed gravity values.
 EH1207
 EH1207;                    North         East    Units  Estimated Accuracy
 EH1207;SPC AR S     -   624,170.      462,770.      MT  (+/- 180 meters Scaled)
 EH1207
 EH1207                          SUPERSEDED SURVEY CONTROL
 EH1207
 EH1207  NGVD 29 (??/??/??)   54.556  (m)          178.99   (f) ADJUSTED    1 2
 EH1207
 EH1207.Superseded values are not recommended for survey control.
 EH1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1207.See file dsdata.txt to determine how the superseded data were derived.
 EH1207
 EH1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU543394(NAD 83)
 EH1207_MARKER: DB = BENCH MARK DISK
 EH1207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1207_SP_SET: BRIDGE
 EH1207_STAMPING: W 168 1955
 EH1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1207
 EH1207  HISTORY     - Date     Condition        Report By
 EH1207  HISTORY     - 1955     MONUMENTED       CGS
 EH1207
 EH1207                          STATION DESCRIPTION
 EH1207
 EH1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1207'0.75 MI SW FROM CLARENDON.
 EH1207'ABOUT 0.75 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1207'FROM THE STATION AT CLARENDON, ABOUT 0.25 MILE NORTHEAST OF MILE POLE
 EH1207'215, IN THE TOP OF SOUTHEAST END OF STONE PIER UNDER THE NORTHEAST END
 EH1207'OF RAILROAD BRIDGE OVER WHITE RIVER, 9.8 FEET SOUTHEAST OF SOUTHEAST
 EH1207'RAIL, AND ABOUT 6 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0968 ***********************************************************************
 EH0968  DESIGNATION -  W 169
 EH0968  PID         -  EH0968
 EH0968  STATE/COUNTY-  AR/ST FRANCIS
 EH0968  USGS QUAD   -  HAYNES (1992)
 EH0968
 EH0968                         *CURRENT SURVEY CONTROL
 EH0968  ___________________________________________________________________
 EH0968* NAD 83(1986)-  34 59 45.     (N)    090 49 31.     (W)     SCALED    
 EH0968* NAVD 88     -        65.508  (meters)     214.92   (feet)  ADJUSTED  
 EH0968  ___________________________________________________________________
 EH0968  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0968  DYNAMIC HT  -          65.448 (meters)     214.72  (feet)  COMP
 EH0968  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 EH0968
 EH0968  VERT ORDER  -  FIRST     CLASS II
 EH0968
 EH0968.The horizontal coordinates were scaled from a topographic map and have
 EH0968.an estimated accuracy of +/- 6 seconds.
 EH0968
 EH0968.The orthometric height was determined by differential leveling
 EH0968.and adjusted by the National Geodetic Survey in June 1991..
 EH0968.WARNING-Repeat measurements at this control monument indicate possible
 EH0968.vertical movement.
 EH0968
 EH0968.The geoid height was determined by GEOID03.
 EH0968
 EH0968.The dynamic height is computed by dividing the NAVD 88
 EH0968.geopotential number by the normal gravity value computed on the
 EH0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0968.degrees latitude (g = 980.6199 gals.).
 EH0968
 EH0968.The modeled gravity was interpolated from observed gravity values.
 EH0968
 EH0968;                    North         East    Units  Estimated Accuracy
 EH0968;SPC AR N     -    74,140.      507,240.      MT  (+/- 180 meters Scaled)
 EH0968
 EH0968                          SUPERSEDED SURVEY CONTROL
 EH0968
 EH0968  NGVD 29 (??/??/??)   65.496  (m)          214.88   (f) ADJUSTED    1 2
 EH0968
 EH0968.Superseded values are not recommended for survey control.
 EH0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0968.See file dsdata.txt to determine how the superseded data were derived.
 EH0968
 EH0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU984747(NAD 83)
 EH0968_MARKER: DB = BENCH MARK DISK
 EH0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0968_SP_SET: CULVERT
 EH0968_STAMPING: W 169 1955
 EH0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0968+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 EH0968
 EH0968  HISTORY     - Date     Condition        Report By
 EH0968  HISTORY     - 1955     MONUMENTED       CGS
 EH0968  HISTORY     - 20030403 GOOD             USACE
 EH0968
 EH0968                          STATION DESCRIPTION
 EH0968
 EH0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0968'2.4 MI SW FROM FORREST CITY.
 EH0968'ABOUT 2.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0968'RAILROAD FROM THE STATION AT FORREST CITY, ABOUT 0.2 MILE SOUTHWEST OF
 EH0968'MILE POLE 47, 59 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 89 1/2 FEET
 EH0968'NORTH OF CENTER OF CROSSING OF A NARROW GRADED ROAD, 12 FEET SOUTHEAST
 EH0968'OF CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACK, IN THE TOP OF
 EH0968'THE CENTER OF THE SOUTHEAST HEAD WALL OF A 4-FOOT CONCRETE CULVERT
 EH0968'UNDER GRAVEL ROAD, ABOUT 5 FEET BELOW LEVEL OF TRACK AND ABOUT 1 1/2
 EH0968'FEET ABOVE LEVEL OF GRAVEL ROAD.
 EH0968
 EH0968                          STATION RECOVERY (2003)
 EH0968
 EH0968'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0013 ***********************************************************************
 FG0013  DESIGNATION -  W 17
 FG0013  PID         -  FG0013
 FG0013  STATE/COUNTY-  AR/STONE
 FG0013  USGS QUAD   -  SYLAMORE (1975)
 FG0013
 FG0013                         *CURRENT SURVEY CONTROL
 FG0013  ___________________________________________________________________
 FG0013* NAD 83(1986)-  35 56 13.     (N)    092 07 01.     (W)     SCALED    
 FG0013* NAVD 88     -       118.587  (meters)     389.06   (feet)  ADJUSTED  
 FG0013  ___________________________________________________________________
 FG0013  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FG0013  DYNAMIC HT  -         118.483 (meters)     388.72  (feet)  COMP
 FG0013  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 FG0013
 FG0013  VERT ORDER  -  SECOND    CLASS 0
 FG0013
 FG0013.The horizontal coordinates were scaled from a topographic map and have
 FG0013.an estimated accuracy of +/- 6 seconds.
 FG0013
 FG0013.The orthometric height was determined by differential leveling
 FG0013.and adjusted by the National Geodetic Survey in June 1991..
 FG0013
 FG0013.The geoid height was determined by GEOID03.
 FG0013
 FG0013.The dynamic height is computed by dividing the NAVD 88
 FG0013.geopotential number by the normal gravity value computed on the
 FG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0013.degrees latitude (g = 980.6199 gals.).
 FG0013
 FG0013.The modeled gravity was interpolated from observed gravity values.
 FG0013
 FG0013;                    North         East    Units  Estimated Accuracy
 FG0013;SPC AR N     -   177,920.      389,450.      MT  (+/- 180 meters Scaled)
 FG0013
 FG0013                          SUPERSEDED SURVEY CONTROL
 FG0013
 FG0013  NGVD 29 (??/??/92)  118.492  (m)          388.75   (f) ADJ UNCH    2 0
 FG0013
 FG0013.Superseded values are not recommended for survey control.
 FG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0013.See file dsdata.txt to determine how the superseded data were derived.
 FG0013
 FG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV796773(NAD 83)
 FG0013_MARKER: DB = BENCH MARK DISK
 FG0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0013+STABILITY: SURFACE MOTION
 FG0013
 FG0013  HISTORY     - Date     Condition        Report By
 FG0013  HISTORY     - UNK      MONUMENTED       CGS
 FG0013  HISTORY     - 1932     GOOD             NGS
 FG0013  HISTORY     - 1935     GOOD             NGS
 FG0013
 FG0013                          STATION DESCRIPTION
 FG0013
 FG0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0013'0.75 MI SW FROM SYLAMORE.
 FG0013'LOCATED AT ALLISON POST OFFICE AT THE JUNCTION OF HIGHWAYS NO. 9 AND
 FG0013'NO. 14 AT THE S.W. CORNER OF W.E. DOBBINS FRONT YARD.  30 YARDS EAST
 FG0013'OF DOBBINS STORE, 100 FEET N.E. OF HIGHWAY JUNCTION, 45 FEET S X E OF
 FG0013'THE CENTER-LINE OF HIGHWAY NO. 9, 32 FEET S.W. OF THE S.W. CORNER OF
 FG0013'THE HOUSE AND 9 FEET EAST OF A 10 INCH OAK TREE IN THE S.W. CORNER OF
 FG0013'THE YARD.
 FG0013
 FG0013                          STATION RECOVERY (1935)
 FG0013
 FG0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0898 ***********************************************************************
 EH0898  DESIGNATION -  W 170
 EH0898  PID         -  EH0898
 EH0898  STATE/COUNTY-  AR/PHILLIPS
 EH0898  USGS QUAD   -  WEST HELENA (1982)
 EH0898
 EH0898                         *CURRENT SURVEY CONTROL
 EH0898  ___________________________________________________________________
 EH0898* NAD 83(1986)-  34 34 10.     (N)    090 40 17.     (W)     SCALED    
 EH0898* NAVD 88     -        72.533  (meters)     237.97   (feet)  ADJUSTED  
 EH0898  ___________________________________________________________________
 EH0898  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0898  DYNAMIC HT  -          72.463 (meters)     237.74  (feet)  COMP
 EH0898  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EH0898
 EH0898  VERT ORDER  -  FIRST     CLASS II
 EH0898
 EH0898.This mark is at Thompson-Robbins Airport (HEE)
 EH0898
 EH0898.The horizontal coordinates were scaled from a topographic map and have
 EH0898.an estimated accuracy of +/- 6 seconds.
 EH0898
 EH0898.The orthometric height was determined by differential leveling
 EH0898.and adjusted by the National Geodetic Survey in June 1991..
 EH0898
 EH0898.The geoid height was determined by GEOID03.
 EH0898
 EH0898.The dynamic height is computed by dividing the NAVD 88
 EH0898.geopotential number by the normal gravity value computed on the
 EH0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0898.degrees latitude (g = 980.6199 gals.).
 EH0898
 EH0898.The modeled gravity was interpolated from observed gravity values.
 EH0898
 EH0898;                    North         East    Units  Estimated Accuracy
 EH0898;SPC AR S     -   611,840.      521,910.      MT  (+/- 180 meters Scaled)
 EH0898
 EH0898                          SUPERSEDED SURVEY CONTROL
 EH0898
 EH0898  NGVD 29 (??/??/??)   72.564  (m)          238.07   (f) ADJUSTED    1 2
 EH0898
 EH0898.Superseded values are not recommended for survey control.
 EH0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0898.See file dsdata.txt to determine how the superseded data were derived.
 EH0898
 EH0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU136277(NAD 83)
 EH0898_MARKER: DB = BENCH MARK DISK
 EH0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0898_STAMPING: W 170 1956
 EH0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0898+STABILITY: SURFACE MOTION
 EH0898
 EH0898  HISTORY     - Date     Condition        Report By
 EH0898  HISTORY     - 1956     MONUMENTED       CGS
 EH0898  HISTORY     - 1976     GOOD             NGS
 EH0898  HISTORY     - 20030305 MARK NOT FOUND   USACE
 EH0898
 EH0898                          STATION DESCRIPTION
 EH0898
 EH0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0898'3.35 MI NW FROM WEST HELENA.
 EH0898'ABOUT 2.35 MILES NORHTWEST AND WEST ALONG STATE HIGHWAY 20 FROM THE
 EH0898'BAPTIST CHURCH AT WEST HELENA, THENCE ABOUT 1.0 MILE NORTH ALONG STATE
 EH0898'HIGHWAY 185, AT THE ENTRANCE TO THOMPSON-ROBBINS AIRPORT, AT THE NORTH
 EH0898'END OF STATE HIGHWAY 185, 39 FEET EAST OF CENTER LINE OF HIGHWAY AND
 EH0898'CENTER OF CONCRETE BASE OF FORMER GUARD HOUSE, 30 FEET NORTH OF CENTER
 EH0898'LINE OF AN EAST-WEST ROAD, 3 1/2 FEET EAST OF A POWER POLE, 1 FOOT
 EH0898'SOUTHEAST OF BM SUB-BASE K 15609, 18 FEET SOUTH OF SOUTHWEST CORNER OF
 EH0898'A SMALL WOODEN BUILDING, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP
 EH0898'OF A CONCRETE POST PROJECTING 1 INCH.
 EH0898
 EH0898                          STATION RECOVERY (1976)
 EH0898
 EH0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0898'RECOVERED IN GOOD CONDITION.
 EH0898
 EH0898                          STATION RECOVERY (2003)
 EH0898
 EH0898'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0886 ***********************************************************************
 EH0886  DESIGNATION -  W 171
 EH0886  PID         -  EH0886
 EH0886  STATE/COUNTY-  AR/PHILLIPS
 EH0886  USGS QUAD   -  RONDO (1971)
 EH0886
 EH0886                         *CURRENT SURVEY CONTROL
 EH0886  ___________________________________________________________________
 EH0886* NAD 83(1986)-  34 37 45.     (N)    090 45 02.     (W)     SCALED    
 EH0886* NAVD 88     -        61.217  (meters)     200.84   (feet)  ADJUSTED  
 EH0886  ___________________________________________________________________
 EH0886  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0886  DYNAMIC HT  -          61.158 (meters)     200.65  (feet)  COMP
 EH0886  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EH0886
 EH0886  VERT ORDER  -  FIRST     CLASS II
 EH0886
 EH0886.The horizontal coordinates were scaled from a topographic map and have
 EH0886.an estimated accuracy of +/- 6 seconds.
 EH0886
 EH0886.The orthometric height was determined by differential leveling
 EH0886.and adjusted by the National Geodetic Survey in June 1991..
 EH0886
 EH0886.The geoid height was determined by GEOID03.
 EH0886
 EH0886.The dynamic height is computed by dividing the NAVD 88
 EH0886.geopotential number by the normal gravity value computed on the
 EH0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0886.degrees latitude (g = 980.6199 gals.).
 EH0886
 EH0886.The modeled gravity was interpolated from observed gravity values.
 EH0886
 EH0886;                    North         East    Units  Estimated Accuracy
 EH0886;SPC AR S     -   618,370.      514,570.      MT  (+/- 180 meters Scaled)
 EH0886
 EH0886                          SUPERSEDED SURVEY CONTROL
 EH0886
 EH0886  NGVD 29 (??/??/??)   61.239  (m)          200.91   (f) ADJUSTED    1 2
 EH0886
 EH0886.Superseded values are not recommended for survey control.
 EH0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0886.See file dsdata.txt to determine how the superseded data were derived.
 EH0886
 EH0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU062342(NAD 83)
 EH0886_MARKER: DB = BENCH MARK DISK
 EH0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0886_STAMPING: W 171 1956
 EH0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0886+STABILITY: SURFACE MOTION
 EH0886
 EH0886  HISTORY     - Date     Condition        Report By
 EH0886  HISTORY     - 1956     MONUMENTED       CGS
 EH0886
 EH0886                          STATION DESCRIPTION
 EH0886
 EH0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0886'2.05 MI S FROM LA GRANGE.
 EH0886'ABOUT 2.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0886'ROAD CROSSING AT LA GRANGE, ABOUT 2.2 MILES NORTH OF THE STATION AT
 EH0886'LEXA, ABOUT 0.3 MILE SOUTH OF MILE POLE 323, ABOUT 0.5 MILE SOUTH OF A
 EH0886'DIRT ROAD CROSSING, 0.3 MILE NORTH OF A TRESTLE OVER A CREEK (CANEY OR
 EH0886'LICK CREEK), 45 1/2 FEET WEST OF WEST RAIL, 1 FOOT EAST OF A FENCE
 EH0886'LINE, 21 FEET WEST OF TELEPHONE POLE NO. 3269, 87 FEET WEST-SOUTHWEST
 EH0886'AND ACROSS TRACK FROM MILEAGE POLE NO. 323/10, 2 FEET SOUTH OF A WHITE
 EH0886'WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE
 EH0886'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0631 ***********************************************************************
 FF0631  DESIGNATION -  W 172
 FF0631  PID         -  FF0631
 FF0631  STATE/COUNTY-  AR/ST FRANCIS
 FF0631  USGS QUAD   -  MADISON (1993)
 FF0631
 FF0631                         *CURRENT SURVEY CONTROL
 FF0631  ___________________________________________________________________
 FF0631* NAD 83(1986)-  35 04 49.     (N)    090 38 11.     (W)     SCALED    
 FF0631* NAVD 88     -        61.514  (meters)     201.82   (feet)  ADJUSTED  
 FF0631  ___________________________________________________________________
 FF0631  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF0631  DYNAMIC HT  -          61.459 (meters)     201.64  (feet)  COMP
 FF0631  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 FF0631
 FF0631  VERT ORDER  -  FIRST     CLASS II
 FF0631
 FF0631.The horizontal coordinates were scaled from a topographic map and have
 FF0631.an estimated accuracy of +/- 6 seconds.
 FF0631
 FF0631.The orthometric height was determined by differential leveling
 FF0631.and adjusted by the National Geodetic Survey in June 1991..
 FF0631
 FF0631.The geoid height was determined by GEOID03.
 FF0631
 FF0631.The dynamic height is computed by dividing the NAVD 88
 FF0631.geopotential number by the normal gravity value computed on the
 FF0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0631.degrees latitude (g = 980.6199 gals.).
 FF0631
 FF0631.The modeled gravity was interpolated from observed gravity values.
 FF0631
 FF0631;                    North         East    Units  Estimated Accuracy
 FF0631;SPC AR N     -    83,730.      524,350.      MT  (+/- 180 meters Scaled)
 FF0631
 FF0631                          SUPERSEDED SURVEY CONTROL
 FF0631
 FF0631  NGVD 29 (??/??/??)   61.496  (m)          201.76   (f) ADJUSTED    1 2
 FF0631
 FF0631.Superseded values are not recommended for survey control.
 FF0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0631.See file dsdata.txt to determine how the superseded data were derived.
 FF0631
 FF0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU154845(NAD 83)
 FF0631_MARKER: DB = BENCH MARK DISK
 FF0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0631_STAMPING: W 172 1956
 FF0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0631+STABILITY: SURFACE MOTION
 FF0631
 FF0631  HISTORY     - Date     Condition        Report By
 FF0631  HISTORY     - 1956     MONUMENTED       CGS
 FF0631  HISTORY     - 20030514 MARK NOT FOUND   USACE
 FF0631
 FF0631                          STATION DESCRIPTION
 FF0631
 FF0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0631'2.6 MI NW FROM ROUND POND.
 FF0631'ABOUT 1.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE OVERPASS OF
 FF0631'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD OVER ROAD AT ROUND
 FF0631'POND, THENCE ABOUT 0.8 MILE WEST ALONG A GRADED ROAD, THENCE
 FF0631'ABOUT 0.2 MILE NORTHWEST ALONG A GRADED ROAD, THENCE ABOUT 0.2
 FF0631'MILE WEST ALONG A GRADED ROAD, AT ROUND POND AIRPORT, 21 FEET
 FF0631'NORTH OF CENTER LINE OF ROAD, 2 FEET NORTHWEST OF SOUTHWEST
 FF0631'CORNER OF A BOARD FENCE, 22 1/2 FEET SOUTH OF SOUTHWEST CORNER
 FF0631'OF WOODEN HANGAR BUILDING, 34 FEET EAST OF CENTER LINE OF DRIVE
 FF0631'TO HANGAR, 2 FEET SOUTHWEST OF PIPE AT THE SOUTH END OF SLIDING
 FF0631'DOOR RAIL, 88 FEET SOUTH OF BENCH MARK X 172, 173 FEET WEST OF
 FF0631'BENCH MARK Y 172, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 FF0631'CONCRETE POST PROJECTING 3 INCHES.
 FF0631
 FF0631                          STATION RECOVERY (2003)
 FF0631
 FF0631'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0234 ***********************************************************************
 FF0234  DESIGNATION -  W 173
 FF0234  PID         -  FF0234
 FF0234  STATE/COUNTY-  AR/CRITTENDEN
 FF0234  USGS QUAD   -  FLETCHER LAKE (1993)
 FF0234
 FF0234                         *CURRENT SURVEY CONTROL
 FF0234  ___________________________________________________________________
 FF0234* NAD 83(1986)-  35 07 19.     (N)    090 13 59.     (W)     SCALED    
 FF0234* NAVD 88     -        63.957  (meters)     209.83   (feet)  ADJUSTED  
 FF0234  ___________________________________________________________________
 FF0234  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF0234  DYNAMIC HT  -          63.900 (meters)     209.65  (feet)  COMP
 FF0234  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 FF0234
 FF0234  VERT ORDER  -  FIRST     CLASS II
 FF0234
 FF0234.The horizontal coordinates were scaled from a topographic map and have
 FF0234.an estimated accuracy of +/- 6 seconds.
 FF0234
 FF0234.The orthometric height was determined by differential leveling
 FF0234.and adjusted by the National Geodetic Survey in June 1991..
 FF0234
 FF0234.The geoid height was determined by GEOID03.
 FF0234
 FF0234.The dynamic height is computed by dividing the NAVD 88
 FF0234.geopotential number by the normal gravity value computed on the
 FF0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0234.degrees latitude (g = 980.6199 gals.).
 FF0234
 FF0234.The modeled gravity was interpolated from observed gravity values.
 FF0234
 FF0234;                    North         East    Units  Estimated Accuracy
 FF0234;SPC AR N     -    88,940.      561,050.      MT  (+/- 180 meters Scaled)
 FF0234
 FF0234                          SUPERSEDED SURVEY CONTROL
 FF0234
 FF0234  NGVD 29 (??/??/??)   63.933  (m)          209.75   (f) ADJUSTED    1 2
 FF0234
 FF0234.Superseded values are not recommended for survey control.
 FF0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0234.See file dsdata.txt to determine how the superseded data were derived.
 FF0234
 FF0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU521900(NAD 83)
 FF0234_MARKER: DB = BENCH MARK DISK
 FF0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0234_STAMPING: W 173 1956
 FF0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0234+STABILITY: SURFACE MOTION
 FF0234
 FF0234  HISTORY     - Date     Condition        Report By
 FF0234  HISTORY     - 1956     MONUMENTED       CGS
 FF0234  HISTORY     - 1957     GOOD             CGS
 FF0234
 FF0234                          STATION DESCRIPTION
 FF0234
 FF0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0234'2.3 MI W FROM HULBERT.
 FF0234'2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0234'RAILROAD FROM THE HULBERT-WEST MEMPHIS STATION AT HULBERT, AT
 FF0234'CROSSING OF A NORTHEAST-SOUTHWEST POWER TRANSMISSION LINE, 37
 FF0234'FEET NORTH-NORTHWEST OF NEAR RAIL OF TRACK, 80 FEET NORTH AND
 FF0234'ACROSS TRACK FROM MILEAGE POLE NO. 11/27, 54 1/2 FEET NORTHWEST
 FF0234'OF CENTER OF TRACK AT POINT DIRECTLY UNDER THE CENTER WIRE OF
 FF0234'POWER TRANSMISSION LINE, 26 FEET SOUTH-SOUTHEAST OF CENTER
 FF0234'LINE OF A ROAD PARALLEL TO TRACK, 5 FEET NORTHEAST OF TELEPHONE
 FF0234'POLE NO. 628L OF DOUBLE TELEPHONE POLE, 7 1/2 FEET SOUTHEAST
 FF0234'OF TELEPHONE POLE NO. 628R OF DOUBLE TELEPHONE POLE, ABOUT 6
 FF0234'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0234'POST PROJECTING 2 INCHES.
 FF0234
 FF0234                          STATION RECOVERY (1957)
 FF0234
 FF0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0150 ***********************************************************************
 FF0150  DESIGNATION -  W 174
 FF0150  PID         -  FF0150
 FF0150  STATE/COUNTY-  AR/CRITTENDEN
 FF0150  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0150
 FF0150                         *CURRENT SURVEY CONTROL
 FF0150  ___________________________________________________________________
 FF0150* NAD 83(1986)-  35 13 43.     (N)    090 12 12.     (W)     SCALED    
 FF0150* NAVD 88     -        68.246  (meters)     223.90   (feet)  ADJUSTED  
 FF0150  ___________________________________________________________________
 FF0150  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0150  DYNAMIC HT  -          68.185 (meters)     223.70  (feet)  COMP
 FF0150  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FF0150
 FF0150  VERT ORDER  -  FIRST     CLASS II
 FF0150
 FF0150.The horizontal coordinates were scaled from a topographic map and have
 FF0150.an estimated accuracy of +/- 6 seconds.
 FF0150
 FF0150.The orthometric height was determined by differential leveling
 FF0150.and adjusted by the National Geodetic Survey in June 1991..
 FF0150
 FF0150.The geoid height was determined by GEOID03.
 FF0150
 FF0150.The dynamic height is computed by dividing the NAVD 88
 FF0150.geopotential number by the normal gravity value computed on the
 FF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0150.degrees latitude (g = 980.6199 gals.).
 FF0150
 FF0150.The modeled gravity was interpolated from observed gravity values.
 FF0150
 FF0150;                    North         East    Units  Estimated Accuracy
 FF0150;SPC AR N     -   100,820.      563,540.      MT  (+/- 180 meters Scaled)
 FF0150
 FF0150                          SUPERSEDED SURVEY CONTROL
 FF0150
 FF0150  NGVD 29 (??/??/??)   68.207  (m)          223.78   (f) ADJUSTED    1 2
 FF0150
 FF0150.Superseded values are not recommended for survey control.
 FF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0150.See file dsdata.txt to determine how the superseded data were derived.
 FF0150
 FF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV545019(NAD 83)
 FF0150_MARKER: DB = BENCH MARK DISK
 FF0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0150_STAMPING: W 174 1956
 FF0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0150+STABILITY: SURFACE MOTION
 FF0150
 FF0150  HISTORY     - Date     Condition        Report By
 FF0150  HISTORY     - 1956     MONUMENTED       CGS
 FF0150  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0150
 FF0150                          STATION DESCRIPTION
 FF0150
 FF0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0150'1 MI NW FROM MARION.
 FF0150'1.05 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0150'FROM THE STATION AT MARION, ABOUT 0.15 MILE SOUTHEAST OF A
 FF0150'GRADED ROAD CROSSING, ABOUT 0.15 MILE NORTHWEST OF SMALL TRESTLE
 FF0150'NO. 472.7, 37 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 23
 FF0150'FEET SOUTHWEST OF SOUTHWEST RAIL OF SIDE TRACK, 69 FEET SOUTHWEST
 FF0150'AND ACROSS TRACK FROM MILEAGE POLE NO. 472/22, 82 FEET SOUTHWEST
 FF0150'AND ACROSS TRACK FROM TELEPHONE POLE 3680, 9 FEET NORTHEAST OF
 FF0150'CENTER LINE OF A CINDER ROAD PARALLEL TO TRACK, 2 FEET SOUTHEAST
 FF0150'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF
 FF0150'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0150
 FF0150                          STATION RECOVERY (1992)
 FF0150
 FF0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0150'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0547 ***********************************************************************
 FF0547  DESIGNATION -  W 175
 FF0547  PID         -  FF0547
 FF0547  STATE/COUNTY-  AR/CROSS
 FF0547  USGS QUAD   -  WYNNE (1992)
 FF0547
 FF0547                         *CURRENT SURVEY CONTROL
 FF0547  ___________________________________________________________________
 FF0547* NAD 83(1986)-  35 13 46.     (N)    090 50 44.     (W)     SCALED    
 FF0547* NAVD 88     -        68.983  (meters)     226.32   (feet)  ADJUSTED  
 FF0547  ___________________________________________________________________
 FF0547  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0547  DYNAMIC HT  -          68.921 (meters)     226.12  (feet)  COMP
 FF0547  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 FF0547
 FF0547  VERT ORDER  -  FIRST     CLASS II
 FF0547
 FF0547.The horizontal coordinates were scaled from a topographic map and have
 FF0547.an estimated accuracy of +/- 6 seconds.
 FF0547
 FF0547.The orthometric height was determined by differential leveling
 FF0547.and adjusted by the National Geodetic Survey in June 1991..
 FF0547
 FF0547.The geoid height was determined by GEOID03.
 FF0547
 FF0547.The dynamic height is computed by dividing the NAVD 88
 FF0547.geopotential number by the normal gravity value computed on the
 FF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0547.degrees latitude (g = 980.6199 gals.).
 FF0547
 FF0547.The modeled gravity was interpolated from observed gravity values.
 FF0547
 FF0547;                    North         East    Units  Estimated Accuracy
 FF0547;SPC AR N     -   100,030.      505,090.      MT  (+/- 180 meters Scaled)
 FF0547
 FF0547                          SUPERSEDED SURVEY CONTROL
 FF0547
 FF0547  NGVD 29 (??/??/??)   68.951  (m)          226.22   (f) ADJUSTED    1 2
 FF0547
 FF0547.Superseded values are not recommended for survey control.
 FF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0547.See file dsdata.txt to determine how the superseded data were derived.
 FF0547
 FF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV960006(NAD 83)
 FF0547_MARKER: DB = BENCH MARK DISK
 FF0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0547_SP_SET: BRIDGE ABUTMENT
 FF0547_STAMPING: W 175 1956
 FF0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0547+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 FF0547
 FF0547  HISTORY     - Date     Condition        Report By
 FF0547  HISTORY     - 1956     MONUMENTED       CGS
 FF0547  HISTORY     - 20030602 GOOD             USACE
 FF0547
 FF0547                          STATION DESCRIPTION
 FF0547
 FF0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0547'3 MI W FROM WYNNE.
 FF0547'ABOUT 3.05 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0547'THE STATION AT WYNNE, ABOUT 0.55 MILE WEST OF A GRAVEL ROAD
 FF0547'CROSSING, NEAR TELEPHONE POLE NO. 329/12, IN THE TOP OF SOUTH
 FF0547'END OF BACK WALL OF THE WEST CONCRETE ABUTMENT OF 105-FOOT
 FF0547'CONCRETE BRIDGE NO. 329.4 OVER A SMALL CREEK, 7 FEET SOUTH OF
 FF0547'SOUTH RAIL AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 FF0547
 FF0547                          STATION RECOVERY (2003)
 FF0547
 FF0547'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0860 ***********************************************************************
 EH0860  DESIGNATION -  W 176
 EH0860  PID         -  EH0860
 EH0860  STATE/COUNTY-  AR/LEE
 EH0860  USGS QUAD   -  AUBREY (1971)
 EH0860
 EH0860                         *CURRENT SURVEY CONTROL
 EH0860  ___________________________________________________________________
 EH0860* NAD 83(1986)-  34 42 17.     (N)    090 54 00.     (W)     SCALED    
 EH0860* NAVD 88     -        57.417  (meters)     188.38   (feet)  ADJUSTED  
 EH0860  ___________________________________________________________________
 EH0860  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH0860  DYNAMIC HT  -          57.364 (meters)     188.20  (feet)  COMP
 EH0860  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 EH0860
 EH0860  VERT ORDER  -  FIRST     CLASS II
 EH0860
 EH0860.The horizontal coordinates were scaled from a topographic map and have
 EH0860.an estimated accuracy of +/- 6 seconds.
 EH0860
 EH0860.The orthometric height was determined by differential leveling
 EH0860.and adjusted by the National Geodetic Survey in June 1991..
 EH0860
 EH0860.The geoid height was determined by GEOID03.
 EH0860
 EH0860.The dynamic height is computed by dividing the NAVD 88
 EH0860.geopotential number by the normal gravity value computed on the
 EH0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0860.degrees latitude (g = 980.6199 gals.).
 EH0860
 EH0860.The modeled gravity was interpolated from observed gravity values.
 EH0860
 EH0860;                    North         East    Units  Estimated Accuracy
 EH0860;SPC AR S     -   626,590.      500,770.      MT  (+/- 180 meters Scaled)
 EH0860
 EH0860                          SUPERSEDED SURVEY CONTROL
 EH0860
 EH0860  NGVD 29 (??/??/??)   57.432  (m)          188.42   (f) ADJUSTED    1 2
 EH0860
 EH0860.Superseded values are not recommended for survey control.
 EH0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0860.See file dsdata.txt to determine how the superseded data were derived.
 EH0860
 EH0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU923423(NAD 83)
 EH0860_MARKER: DB = BENCH MARK DISK
 EH0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0860_STAMPING: W 176 1955
 EH0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0860+STABILITY: SURFACE MOTION
 EH0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0860+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 EH0860
 EH0860  HISTORY     - Date     Condition        Report By
 EH0860  HISTORY     - 1955     MONUMENTED       CGS
 EH0860  HISTORY     - 20030402 GOOD             USACE
 EH0860
 EH0860                          STATION DESCRIPTION
 EH0860
 EH0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0860'1.0 MI S FROM AUBREY.
 EH0860'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 121 FROM THE SCHOOL AT
 EH0860'AUBREY, ABOUT 0.1 MILE SOUTH OF A 40-FOOT WOODEN BRIDGE, ABOUT 0.25
 EH0860'MILE NORTH OF ANTOICH MISSIONARY BAPTIST CHURCH, 41 FEET EAST OF
 EH0860'CENTER LINE OF HIGHWAY, 129 FEET SOUTHEAST OF CENTER OF JUNCTION OF
 EH0860'HIGHWAY AND A DRIVE WEST TO A FARM HOUSE, 98 FEET SOUTH OF A POWER
 EH0860'POLE WITH A BRANCH LINE WEST, 2 FEET WEST OF A FENCE LINE, 2 FEET
 EH0860'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF
 EH0860'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EH0860
 EH0860                          STATION RECOVERY (2003)
 EH0860
 EH0860'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1281 ***********************************************************************
 FF1281  DESIGNATION -  W 177
 FF1281  PID         -  FF1281
 FF1281  STATE/COUNTY-  AR/WOODRUFF
 FF1281  USGS QUAD   -  HUNTER EAST (1993)
 FF1281
 FF1281                         *CURRENT SURVEY CONTROL
 FF1281  ___________________________________________________________________
 FF1281* NAD 83(1986)-  35 05 21.     (N)    091 06 20.     (W)     SCALED    
 FF1281* NAVD 88     -        64.513  (meters)     211.66   (feet)  ADJUSTED  
 FF1281  ___________________________________________________________________
 FF1281  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FF1281  DYNAMIC HT  -          64.454 (meters)     211.46  (feet)  COMP
 FF1281  MODELED GRAV-     979,727.3   (mgal)                       NAVD 88
 FF1281
 FF1281  VERT ORDER  -  FIRST     CLASS II
 FF1281
 FF1281.The horizontal coordinates were scaled from a topographic map and have
 FF1281.an estimated accuracy of +/- 6 seconds.
 FF1281
 FF1281.The orthometric height was determined by differential leveling
 FF1281.and adjusted by the National Geodetic Survey in June 1991..
 FF1281
 FF1281.The geoid height was determined by GEOID03.
 FF1281
 FF1281.The dynamic height is computed by dividing the NAVD 88
 FF1281.geopotential number by the normal gravity value computed on the
 FF1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1281.degrees latitude (g = 980.6199 gals.).
 FF1281
 FF1281.The modeled gravity was interpolated from observed gravity values.
 FF1281
 FF1281;                    North         East    Units  Estimated Accuracy
 FF1281;SPC AR N     -    84,220.      481,560.      MT  (+/- 180 meters Scaled)
 FF1281
 FF1281                          SUPERSEDED SURVEY CONTROL
 FF1281
 FF1281  NGVD 29 (??/??/??)   64.492  (m)          211.59   (f) ADJUSTED    1 2
 FF1281
 FF1281.Superseded values are not recommended for survey control.
 FF1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1281.See file dsdata.txt to determine how the superseded data were derived.
 FF1281
 FF1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU726845(NAD 83)
 FF1281_MARKER: DB = BENCH MARK DISK
 FF1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1281_STAMPING: W 177 1956
 FF1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1281+STABILITY: SURFACE MOTION
 FF1281
 FF1281  HISTORY     - Date     Condition        Report By
 FF1281  HISTORY     - 1956     MONUMENTED       CGS
 FF1281  HISTORY     - 1970     MARK NOT FOUND   USGS
 FF1281
 FF1281                          STATION DESCRIPTION
 FF1281
 FF1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1281'2.8 MI NE FROM HUNTER.
 FF1281'2.8 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1281'FROM THE STATION AT HUNTER, ABOUT 0.1 MILE SOUTHWEST OF MILE POLE
 FF1281'184, AT A CROSSROAD, 46 1/4 FEET SOUTHEAST OF SOUTHEAST RAIL, 71
 FF1281'FEET SOUTH OF CENTER OF CROSSING OF EAST-WEST ROAD AND TRACK,
 FF1281'20 FEET NORTHWEST OF CENTER LINE OF A ROAD PARALLEL TO TRACK,
 FF1281'44 1/2 FEET SOUTH-SOUTHWEST OF SOUTH END OF AN 18-INCH PIPE
 FF1281'CULVERT UNDER EAST-WEST ROAD, 30 FEET SOUTH-SOUTHEAST OF
 FF1281'TELEPHONE POLE NO. 184/3, 1 1/2 FEET NORTHWEST OF A FENCE
 FF1281'LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF1281'3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF1281'POST PROJECTING 4 INCHES.  NOTE-- THE AREA EAST OF THE RAILROAD
 FF1281'HAS BEEN BULLDOZED AND CLEARED.
 FF1281
 FF1281                          STATION RECOVERY (1970)
 FF1281
 FF1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FF1281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0760 ***********************************************************************
 FF0760  DESIGNATION -  W 179
 FF0760  PID         -  FF0760
 FF0760  STATE/COUNTY-  AR/POINSETT
 FF0760  USGS QUAD   -  TRUMANN (1983)
 FF0760
 FF0760                         *CURRENT SURVEY CONTROL
 FF0760  ___________________________________________________________________
 FF0760* NAD 83(1986)-  35 42 24.     (N)    090 31 36.     (W)     SCALED    
 FF0760* NAVD 88     -        67.666  (meters)     222.00   (feet)  ADJUSTED  
 FF0760  ___________________________________________________________________
 FF0760  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF0760  DYNAMIC HT  -          67.608 (meters)     221.81  (feet)  COMP
 FF0760  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 FF0760
 FF0760  VERT ORDER  -  FIRST     CLASS II
 FF0760
 FF0760.The horizontal coordinates were scaled from a topographic map and have
 FF0760.an estimated accuracy of +/- 6 seconds.
 FF0760
 FF0760.The orthometric height was determined by differential leveling
 FF0760.and adjusted by the National Geodetic Survey in June 1991..
 FF0760
 FF0760.The geoid height was determined by GEOID03.
 FF0760
 FF0760.The dynamic height is computed by dividing the NAVD 88
 FF0760.geopotential number by the normal gravity value computed on the
 FF0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0760.degrees latitude (g = 980.6199 gals.).
 FF0760
 FF0760.The modeled gravity was interpolated from observed gravity values.
 FF0760
 FF0760;                    North         East    Units  Estimated Accuracy
 FF0760;SPC AR N     -   153,360.      533,320.      MT  (+/- 180 meters Scaled)
 FF0760
 FF0760                          SUPERSEDED SURVEY CONTROL
 FF0760
 FF0760  NGVD 29 (??/??/??)   67.585  (m)          221.74   (f) ADJUSTED    1 2
 FF0760
 FF0760.Superseded values are not recommended for survey control.
 FF0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0760.See file dsdata.txt to determine how the superseded data were derived.
 FF0760
 FF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV237542(NAD 83)
 FF0760_MARKER: DB = BENCH MARK DISK
 FF0760_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0760_SP_SET: 50 FEET
 FF0760_STAMPING: W 179 1956
 FF0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0760
 FF0760  HISTORY     - Date     Condition        Report By
 FF0760  HISTORY     - 1956     MONUMENTED       CGS
 FF0760  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0760  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0760
 FF0760                          STATION DESCRIPTION
 FF0760
 FF0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0760'2.5 MI NW FROM TRUMANN.
 FF0760'2.5 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0760'THE STATION AT TRUMANN, AT THE POINSETT-CRAIGHEAD COUNTY LINE,
 FF0760'128 1/2 FEET NORTHEAST AND ACROSS A ROAD PARALLEL TO TRACK FROM
 FF0760'THE NORTHEAST RAIL, ABOUT 2 1/2 TELEPHONE POLES SOUTHEAST OF MILE
 FF0760'POLE 434, 166 FEET EAST AND ACROSS ROAD FROM CENTER OF CROSSING
 FF0760'OF TRACK AND COUNTY LINE ROAD, 71 FEET EAST-SOUTHEAST OF CENTER OF
 FF0760'CROSSROADS, 44 FEET NORTHEAST OF CENTER LINE OF ROAD PARALLEL TO
 FF0760'TRACK, 111 1/2 FEET WEST OF WEST CORNER OF A WHITE FRAME HOUSE AND
 FF0760'IN WEST CORNER OF LAWN, 34 FEET SOUTH OF CENTER LINE OF COUNTY LINE
 FF0760'ROAD, ABOUT 7 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL WITH COUNTY
 FF0760'LINE ROAD AND IS A DISK ON TOP OF A COPPER-COATED STEEL ROD
 FF0760'ABOUT FLUSH WITH GROUND AND SURROUNDED BY A 4-INCH TILE WHICH
 FF0760'PROJECTS 3 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 50-FEET.
 FF0760
 FF0760                          STATION RECOVERY (1978)
 FF0760
 FF0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0760'MARK NOT FOUND.
 FF0760
 FF0760                          STATION RECOVERY (1992)
 FF0760
 FF0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0760'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0821 ***********************************************************************
 FG0821  DESIGNATION -  W 18
 FG0821  PID         -  FG0821
 FG0821  STATE/COUNTY-  AR/NEWTON
 FG0821  USGS QUAD   -  PARTHENON (1980)
 FG0821
 FG0821                         *CURRENT SURVEY CONTROL
 FG0821  ___________________________________________________________________
 FG0821* NAD 83(1986)-  35 53 21.     (N)    093 11 36.     (W)     SCALED    
 FG0821* NAVD 88     -       648.733  (meters)    2128.38   (feet)  ADJUSTED  
 FG0821  ___________________________________________________________________
 FG0821  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0821  DYNAMIC HT  -         648.098 (meters)    2126.30  (feet)  COMP
 FG0821  MODELED GRAV-     979,633.0   (mgal)                       NAVD 88
 FG0821
 FG0821  VERT ORDER  -  SECOND    CLASS 0
 FG0821
 FG0821.The horizontal coordinates were scaled from a topographic map and have
 FG0821.an estimated accuracy of +/- 6 seconds.
 FG0821
 FG0821.The orthometric height was determined by differential leveling
 FG0821.and adjusted by the National Geodetic Survey in June 1991..
 FG0821
 FG0821.The geoid height was determined by GEOID03.
 FG0821
 FG0821.The dynamic height is computed by dividing the NAVD 88
 FG0821.geopotential number by the normal gravity value computed on the
 FG0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0821.degrees latitude (g = 980.6199 gals.).
 FG0821
 FG0821.The modeled gravity was interpolated from observed gravity values.
 FG0821
 FG0821;                    North         East    Units  Estimated Accuracy
 FG0821;SPC AR N     -   173,260.      292,260.      MT  (+/- 180 meters Scaled)
 FG0821
 FG0821                          SUPERSEDED SURVEY CONTROL
 FG0821
 FG0821  NGVD 29 (??/??/92)  648.631  (m)         2128.05   (f) ADJ UNCH    2 0
 FG0821
 FG0821.Superseded values are not recommended for survey control.
 FG0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0821.See file dsdata.txt to determine how the superseded data were derived.
 FG0821
 FG0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV825716(NAD 83)
 FG0821_MARKER: DB = BENCH MARK DISK
 FG0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0821_STAMPING: 2128.050 W 18 1932
 FG0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0821+STABILITY: SURFACE MOTION
 FG0821
 FG0821  HISTORY     - Date     Condition        Report By
 FG0821  HISTORY     - 1932     MONUMENTED       CGS
 FG0821  HISTORY     - 1935     GOOD             NGS
 FG0821  HISTORY     - 20050519 MARK NOT FOUND   ARHD
 FG0821
 FG0821                          STATION DESCRIPTION
 FG0821
 FG0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG0821'2.0 MI NE FROM DEER.
 FG0821'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM DEER, NEWTON
 FG0821'COUNTY, THENCE ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY 7, IN SEC. 21
 FG0821'OF PLEASANT HILL TOWNSHIP, AT THE GEO. RIDELL FARM, 57 FEET NORTH OF
 FG0821'THE CENTER LINE OF THE ROAD LEADING TO THE FARMHOUSE ABOUT 150 YARDS
 FG0821'WEST OF THE HIGHWAY, 29 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 FG0821'7, AND 16 FEET SOUTH OF A 12-INCH WHITE-OAK TREE.  A STANDARD DISK,
 FG0821'STATMPED 2128.050 W 18 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FG0821
 FG0821                          STATION RECOVERY (1935)
 FG0821
 FG0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0821'RECOVERED IN GOOD CONDITION.
 FG0821
 FG0821                          STATION RECOVERY (2005)
 FG0821
 FG0821'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0844 ***********************************************************************
 FF0844  DESIGNATION -  W 180
 FF0844  PID         -  FF0844
 FF0844  STATE/COUNTY-  AR/POINSETT
 FF0844  USGS QUAD   -  OTWELL (1980)
 FF0844
 FF0844                         *CURRENT SURVEY CONTROL
 FF0844  ___________________________________________________________________
 FF0844* NAD 83(1986)-  35 40 01.     (N)    090 52 19.     (W)     SCALED    
 FF0844* NAVD 88     -        75.660  (meters)     248.23   (feet)  ADJUSTED  
 FF0844  ___________________________________________________________________
 FF0844  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF0844  DYNAMIC HT  -          75.595 (meters)     248.01  (feet)  COMP
 FF0844  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 FF0844
 FF0844  VERT ORDER  -  FIRST     CLASS II
 FF0844
 FF0844.The horizontal coordinates were scaled from a topographic map and have
 FF0844.an estimated accuracy of +/- 6 seconds.
 FF0844
 FF0844.The orthometric height was determined by differential leveling
 FF0844.and adjusted by the National Geodetic Survey in June 1991..
 FF0844
 FF0844.The geoid height was determined by GEOID03.
 FF0844
 FF0844.The dynamic height is computed by dividing the NAVD 88
 FF0844.geopotential number by the normal gravity value computed on the
 FF0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0844.degrees latitude (g = 980.6199 gals.).
 FF0844
 FF0844.The modeled gravity was interpolated from observed gravity values.
 FF0844
 FF0844;                    North         East    Units  Estimated Accuracy
 FF0844;SPC AR N     -   148,540.      502,130.      MT  (+/- 180 meters Scaled)
 FF0844
 FF0844                          SUPERSEDED SURVEY CONTROL
 FF0844
 FF0844  NGVD 29 (??/??/??)   75.594  (m)          248.01   (f) ADJUSTED    1 2
 FF0844
 FF0844.Superseded values are not recommended for survey control.
 FF0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0844.See file dsdata.txt to determine how the superseded data were derived.
 FF0844
 FF0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV926490(NAD 83)
 FF0844_MARKER: DB = BENCH MARK DISK
 FF0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0844_STAMPING: W 180 1956
 FF0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0844+STABILITY: SURFACE MOTION
 FF0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0844+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0844
 FF0844  HISTORY     - Date     Condition        Report By
 FF0844  HISTORY     - 1956     MONUMENTED       CGS
 FF0844  HISTORY     - 20020821 GOOD             USACE
 FF0844
 FF0844                          STATION DESCRIPTION
 FF0844
 FF0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0844'3.6 MI N FROM WEINER.
 FF0844'3.55 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0844'THE STATION AT WEINER, ABOUT 4 1/2 TELEPHONE POLES NORTH OF MILE
 FF0844'POLE 142, AT A FARM ROAD CROSSING, 45 3/4 FEET WEST OF WEST
 FF0844'RAIL, 58 FEET NORTH-NORTHWEST OF CENTER OF CROSSING, 45 FEET
 FF0844'NORTH OF CENTER LINE OF FARM ROAD, 109 FEET EAST-NORTHEAST
 FF0844'OF POWER POLE NO. AL 31, 81 FEET SOUTHWEST OF A TELEPHONE POLE,
 FF0844'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2
 FF0844'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0844'PROJECTING 4 INCHES.
 FF0844
 FF0844                          STATION RECOVERY (2002)
 FF0844
 FF0844'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0844'THE STATION IS 1 FT W OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0531 ***********************************************************************
 FF0531  DESIGNATION -  W 181
 FF0531  PID         -  FF0531
 FF0531  STATE/COUNTY-  AR/CROSS
 FF0531  USGS QUAD   -  WYNNE (1992)
 FF0531
 FF0531                         *CURRENT SURVEY CONTROL
 FF0531  ___________________________________________________________________
 FF0531* NAD 83(1986)-  35 12 50.     (N)    090 47 41.     (W)     SCALED    
 FF0531* NAVD 88     -        76.616  (meters)     251.36   (feet)  ADJUSTED  
 FF0531  ___________________________________________________________________
 FF0531  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0531  DYNAMIC HT  -          76.547 (meters)     251.14  (feet)  COMP
 FF0531  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 FF0531
 FF0531  VERT ORDER  -  FIRST     CLASS II
 FF0531
 FF0531.The horizontal coordinates were scaled from a topographic map and have
 FF0531.an estimated accuracy of +/- 6 seconds.
 FF0531
 FF0531.The orthometric height was determined by differential leveling
 FF0531.and adjusted by the National Geodetic Survey in June 1991..
 FF0531
 FF0531.The geoid height was determined by GEOID03.
 FF0531
 FF0531.The dynamic height is computed by dividing the NAVD 88
 FF0531.geopotential number by the normal gravity value computed on the
 FF0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0531.degrees latitude (g = 980.6199 gals.).
 FF0531
 FF0531.The modeled gravity was interpolated from observed gravity values.
 FF0531
 FF0531;                    North         East    Units  Estimated Accuracy
 FF0531;SPC AR N     -    98,360.      509,730.      MT  (+/- 180 meters Scaled)
 FF0531
 FF0531                          SUPERSEDED SURVEY CONTROL
 FF0531
 FF0531  NGVD 29 (??/??/??)   76.585  (m)          251.26   (f) ADJUSTED    1 2
 FF0531
 FF0531.Superseded values are not recommended for survey control.
 FF0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0531.See file dsdata.txt to determine how the superseded data were derived.
 FF0531
 FF0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU007989(NAD 83)
 FF0531_MARKER: DB = BENCH MARK DISK
 FF0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0531_SP_SET: CULVERT
 FF0531_STAMPING: W 181 1956
 FF0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0531+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 FF0531
 FF0531  HISTORY     - Date     Condition        Report By
 FF0531  HISTORY     - 1956     MONUMENTED       CGS
 FF0531  HISTORY     - 20030602 GOOD             USACE
 FF0531
 FF0531                          STATION DESCRIPTION
 FF0531
 FF0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0531'0.8 MI S FROM WYNNE.
 FF0531'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0531'THE STATION AT WYNNE, ABOUT 0.1 MILE SOUTH OF CROSSING OF BOB
 FF0531'FISHER DRIVE, ABOUT 0.1 MILE NORTH OF CROSSING OF A POWER
 FF0531'TRANSMISSION LINE, 13 YARDS NORTH OF TELEPHONE POLE NO. 281/03,
 FF0531'9 1/2 FEET EAST OF EAST RAIL OF A SIDE TRACK, 23 FEET EAST OF
 FF0531'EAST RAIL OF MAIN TRACK, IN THE TOP AND 8 FEET NORTH OF SOUTH
 FF0531'END OF THE EAST HEAD WALL OF A 20-FOOT CONCRETE CULVERT WITH
 FF0531'PARTITIONS AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 FF0531
 FF0531                          STATION RECOVERY (2003)
 FF0531
 FF0531'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0794 ***********************************************************************
 FF0794  DESIGNATION -  W 182
 FF0794  PID         -  FF0794
 FF0794  STATE/COUNTY-  AR/POINSETT
 FF0794  USGS QUAD   -  HARRISBURG (1983)
 FF0794
 FF0794                         *CURRENT SURVEY CONTROL
 FF0794  ___________________________________________________________________
 FF0794* NAD 83(1986)-  35 33 48.     (N)    090 43 00.     (W)     SCALED    
 FF0794* NAVD 88     -        93.446  (meters)     306.58   (feet)  ADJUSTED  
 FF0794  ___________________________________________________________________
 FF0794  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF0794  DYNAMIC HT  -          93.364 (meters)     306.31  (feet)  COMP
 FF0794  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 FF0794
 FF0794  VERT ORDER  -  FIRST     CLASS II
 FF0794
 FF0794.The horizontal coordinates were scaled from a topographic map and have
 FF0794.an estimated accuracy of +/- 6 seconds.
 FF0794
 FF0794.The orthometric height was determined by differential leveling
 FF0794.and adjusted by the National Geodetic Survey in June 1991..
 FF0794
 FF0794.The geoid height was determined by GEOID03.
 FF0794
 FF0794.The dynamic height is computed by dividing the NAVD 88
 FF0794.geopotential number by the normal gravity value computed on the
 FF0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0794.degrees latitude (g = 980.6199 gals.).
 FF0794
 FF0794.The modeled gravity was interpolated from observed gravity values.
 FF0794
 FF0794;                    North         East    Units  Estimated Accuracy
 FF0794;SPC AR N     -   137,220.      516,330.      MT  (+/- 180 meters Scaled)
 FF0794
 FF0794                          SUPERSEDED SURVEY CONTROL
 FF0794
 FF0794  NGVD 29 (??/??/??)   93.386  (m)          306.38   (f) ADJUSTED    1 2
 FF0794
 FF0794.Superseded values are not recommended for survey control.
 FF0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0794.See file dsdata.txt to determine how the superseded data were derived.
 FF0794
 FF0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV069379(NAD 83)
 FF0794_MARKER: DB = BENCH MARK DISK
 FF0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0794_SP_SET: BUILDING
 FF0794_STAMPING: W 182 1956
 FF0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0794+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FF0794
 FF0794  HISTORY     - Date     Condition        Report By
 FF0794  HISTORY     - 1956     MONUMENTED       CGS
 FF0794  HISTORY     - 20020807 GOOD             USACE
 FF0794
 FF0794                          STATION DESCRIPTION
 FF0794
 FF0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0794'AT HARRISBURG.
 FF0794'AT HARRISBURG, ABOUT 0.3 MILE NORTHEAST OF THE MISSOURI PACIFIC
 FF0794'RAILROAD STATION, AT THE COURT HOUSE, SET VERTICALLY IN THE SOUTH
 FF0794'FACE OF COURT HOUSE BUILDING, 57 FEET EAST OF EAST CURB OF MAIN
 FF0794'STREET, 3 1/2 FEET EAST OF SOUTHWEST CORNER OF BUILDING AND 1
 FF0794'FOOT ABOVE GROUND.
 FF0794
 FF0794                          STATION RECOVERY (2002)
 FF0794
 FF0794'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0821 ***********************************************************************
 FF0821  DESIGNATION -  W 183
 FF0821  PID         -  FF0821
 FF0821  STATE/COUNTY-  AR/CRAIGHEAD
 FF0821  USGS QUAD   -  JONESBORO (1983)
 FF0821
 FF0821                         *CURRENT SURVEY CONTROL
 FF0821  ___________________________________________________________________
 FF0821* NAD 83(1986)-  35 49 01.     (N)    090 37 59.     (W)     SCALED    
 FF0821* NAVD 88     -        72.632  (meters)     238.29   (feet)  ADJUSTED  
 FF0821  ___________________________________________________________________
 FF0821  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FF0821  DYNAMIC HT  -          72.570 (meters)     238.09  (feet)  COMP
 FF0821  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 FF0821
 FF0821  VERT ORDER  -  FIRST     CLASS II
 FF0821
 FF0821.The horizontal coordinates were scaled from a topographic map and have
 FF0821.an estimated accuracy of +/- 6 seconds.
 FF0821
 FF0821.The orthometric height was determined by differential leveling
 FF0821.and adjusted by the National Geodetic Survey in January 1995..
 FF0821
 FF0821.The geoid height was determined by GEOID03.
 FF0821
 FF0821.The dynamic height is computed by dividing the NAVD 88
 FF0821.geopotential number by the normal gravity value computed on the
 FF0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0821.degrees latitude (g = 980.6199 gals.).
 FF0821
 FF0821.The modeled gravity was interpolated from observed gravity values.
 FF0821
 FF0821;                    North         East    Units  Estimated Accuracy
 FF0821;SPC AR N     -   165,450.      523,520.      MT  (+/- 180 meters Scaled)
 FF0821
 FF0821                          SUPERSEDED SURVEY CONTROL
 FF0821
 FF0821  NAVD 88 (??/??/92)   72.649  (m)          238.35   (f) UNKNOWN     1 2
 FF0821  NGVD 29 (10/05/93)   72.554  (m)          238.04   (f) ADJUSTED    1 2
 FF0821
 FF0821.Superseded values are not recommended for survey control.
 FF0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0821.See file dsdata.txt to determine how the superseded data were derived.
 FF0821
 FF0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV138662(NAD 83)
 FF0821_MARKER: DB = BENCH MARK DISK
 FF0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0821_SP_SET: CONCRETE POST
 FF0821_STAMPING: W 183 1956
 FF0821_MARK LOGO: CGS   
 FF0821_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0821+STABILITY: SURFACE MOTION
 FF0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0821+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1992
 FF0821
 FF0821  HISTORY     - Date     Condition        Report By
 FF0821  HISTORY     - 1956     MONUMENTED       CGS
 FF0821  HISTORY     - 19920322 GOOD             NGS
 FF0821  HISTORY     - 20020816 MARK NOT FOUND   USACE
 FF0821
 FF0821                          STATION DESCRIPTION
 FF0821
 FF0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0821'0.9 MI E FROM NETTLETON.
 FF0821'0.9 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0821'THE STATION AT NETTLETON, AT A PRIVATE ROAD CROSSING, 44 FEET
 FF0821'NORTH OF NORTH RAIL, 23 FEET WEST OF CENTER LINE OF ROAD, 6 FEET
 FF0821'NORTH OF TELEPHONE POLE NO. 1828, 99 FEET SOUTHEAST OF SOUTHEAST
 FF0821'CORNER OF EAST WING OF TIN BUILDING OF ARKANSAS DELINTING COMPANY,
 FF0821'24 1/2 FEET NORTHWEST OF WEST END OF A 15-INCH CONCRETE PIPE
 FF0821'CULVERT UNDER ROAD, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK AND SET
 FF0821'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0821
 FF0821                          STATION RECOVERY (1992)
 FF0821
 FF0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0821'1.7 KM (1.05 MI) EASTERLY ALONG STATE HIGHWAY 18 (HIGHLAND DRIVE) FROM
 FF0821'THE INTERSECTION OF U.S. HIGHWAY 63 BUSINESS (NETTLETON AVENUE) IN
 FF0821'JONESBORO, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG PAUSOH DRIVE, 13.2
 FF0821'M (43.3 FT) NORTH OF THE NEAR RAIL OF A RAILROAD TRACK, 7.2 M
 FF0821'(23.6 FT) WEST OF THE CENTER OF THE DRIVE, 5.8 M (19.0 FT) EAST OF A
 FF0821'UTILITY POLE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE
 FF0821'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 FF0821
 FF0821                          STATION RECOVERY (2002)
 FF0821
 FF0821'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0821'NEW ROADWAY, DISTRIBUTOR DRIVE. INDUSTRIAL AREA.
 FF0821'MARK POSSIBLY UNDER GRAVEL SLOPE FOR NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0058 ***********************************************************************
 FF0058  DESIGNATION -  W 184
 FF0058  PID         -  FF0058
 FF0058  STATE/COUNTY-  AR/MISSISSIPPI
 FF0058  USGS QUAD   -  MANILA NORTH (1983)
 FF0058
 FF0058                         *CURRENT SURVEY CONTROL
 FF0058  ___________________________________________________________________
 FF0058* NAD 83(1986)-  35 53 21.     (N)    090 11 02.     (W)     SCALED    
 FF0058* NAVD 88     -        72.212  (meters)     236.92   (feet)  ADJUSTED  
 FF0058  ___________________________________________________________________
 FF0058  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FF0058  DYNAMIC HT  -          72.151 (meters)     236.72  (feet)  COMP
 FF0058  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 FF0058
 FF0058  VERT ORDER  -  FIRST     CLASS II
 FF0058
 FF0058.The horizontal coordinates were scaled from a topographic map and have
 FF0058.an estimated accuracy of +/- 6 seconds.
 FF0058
 FF0058.The orthometric height was determined by differential leveling
 FF0058.and adjusted by the National Geodetic Survey in June 1991..
 FF0058
 FF0058.The geoid height was determined by GEOID03.
 FF0058
 FF0058.The dynamic height is computed by dividing the NAVD 88
 FF0058.geopotential number by the normal gravity value computed on the
 FF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0058.degrees latitude (g = 980.6199 gals.).
 FF0058
 FF0058.The modeled gravity was interpolated from observed gravity values.
 FF0058
 FF0058;                    North         East    Units  Estimated Accuracy
 FF0058;SPC AR N     -   174,120.      563,960.      MT  (+/- 180 meters Scaled)
 FF0058
 FF0058                          SUPERSEDED SURVEY CONTROL
 FF0058
 FF0058  NGVD 29 (??/??/??)   72.202  (m)          236.88   (f) ADJUSTED    1 2
 FF0058
 FF0058.Superseded values are not recommended for survey control.
 FF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0058.See file dsdata.txt to determine how the superseded data were derived.
 FF0058
 FF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV541753(NAD 83)
 FF0058_MARKER: DB = BENCH MARK DISK
 FF0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0058_STAMPING: W 184 1956
 FF0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0058+STABILITY: SURFACE MOTION
 FF0058
 FF0058  HISTORY     - Date     Condition        Report By
 FF0058  HISTORY     - 1956     MONUMENTED       CGS
 FF0058  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0058  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0058
 FF0058                          STATION DESCRIPTION
 FF0058
 FF0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0058'1.4 MI NW FROM MANILA.
 FF0058'ABOUT 1.35 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0058'RAILWAY FROM THE CITY WATER TOWER AT MANILA, ABOUT 357 YARDS
 FF0058'NORTHWEST OF CROSSING OF AN EAST-WEST GRAVEL ROAD, 46 FEET
 FF0058'NORTHEAST OF NORTHEAST RAIL, 17 1/2 FEET NORTHEAST OF TELEPHONE
 FF0058'POLE NO. 697 WHICH IS ALSO NUMBERED E 12 (THE 8TH TELEPHONE POLE
 FF0058'NORTHWEST OF CROSSING OF POLES NORTHEAST OF TRACK), ACROSS
 FF0058'TRACK FROM POINT BETWEEN TELEPHONE POLES NO. 256/13 AND 256/14, 1
 FF0058'FOOT SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 FF0058'WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET
 FF0058'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0058
 FF0058                          STATION RECOVERY (1978)
 FF0058
 FF0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0058'MARK NOT FOUND.
 FF0058
 FF0058                          STATION RECOVERY (1978)
 FF0058
 FF0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1819 ***********************************************************************
 FE1819  DESIGNATION -  W 185
 FE1819  PID         -  FE1819
 FE1819  STATE/COUNTY-  AR/MISSISSIPPI
 FE1819  USGS QUAD   -  ARMOREL (1983)
 FE1819
 FE1819                         *CURRENT SURVEY CONTROL
 FE1819  ___________________________________________________________________
 FE1819* NAD 83(1986)-  35 55 14.     (N)    089 49 12.     (W)     SCALED    
 FE1819* NAVD 88     -        77.631  (meters)     254.69   (feet)  ADJUSTED  
 FE1819  ___________________________________________________________________
 FE1819  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1819  DYNAMIC HT  -          77.566 (meters)     254.48  (feet)  COMP
 FE1819  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 FE1819
 FE1819  VERT ORDER  -  FIRST     CLASS I
 FE1819
 FE1819.The horizontal coordinates were scaled from a topographic map and have
 FE1819.an estimated accuracy of +/- 6 seconds.
 FE1819
 FE1819.The orthometric height was determined by differential leveling
 FE1819.and adjusted by the National Geodetic Survey in June 1991..
 FE1819
 FE1819.The geoid height was determined by GEOID03.
 FE1819
 FE1819.The dynamic height is computed by dividing the NAVD 88
 FE1819.geopotential number by the normal gravity value computed on the
 FE1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1819.degrees latitude (g = 980.6199 gals.).
 FE1819
 FE1819.The modeled gravity was interpolated from observed gravity values.
 FE1819
 FE1819;                    North         East    Units  Estimated Accuracy
 FE1819;SPC AR N     -   178,270.      596,730.      MT  (+/- 180 meters Scaled)
 FE1819
 FE1819                          SUPERSEDED SURVEY CONTROL
 FE1819
 FE1819  NGVD 29 (??/??/??)   77.564  (m)          254.47   (f) ADJUSTED    1 1
 FE1819
 FE1819.Superseded values are not recommended for survey control.
 FE1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1819.See file dsdata.txt to determine how the superseded data were derived.
 FE1819
 FE1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE455788(NAD 83)
 FE1819_MARKER: DB = BENCH MARK DISK
 FE1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1819_STAMPING: W 185 1956
 FE1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1819+STABILITY: SURFACE MOTION
 FE1819
 FE1819  HISTORY     - Date     Condition        Report By
 FE1819  HISTORY     - 1956     MONUMENTED       CGS
 FE1819  HISTORY     - 1976     GOOD             NGS
 FE1819  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1819
 FE1819                          STATION DESCRIPTION
 FE1819
 FE1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1819'1.4 MI W FROM ARMOREL.
 FE1819'1.35 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FE1819'THE CROSSING OF STATE HIGHWAY 137 AT ARMOREL, ABOUT 0.3 MILE
 FE1819'EAST OF CROSSING OF ROAD LEADING SOUTH TO RIVERLAND PLANTATION,
 FE1819'11 1/2 FEET SOUTH OF SOUTH RAIL, 91 FEET SOUTH AND ACROSS TRACK FROM
 FE1819'CENTER LINE OF STATE HIGHWAY 18, 59 FEET WEST-SOUTHWEST OF CENTER
 FE1819'OF A PRIVATE FIELD ROAD CROSSING, 77 FEET EAST-SOUTHEAST OF
 FE1819'SOUTHEAST CORNER OF A TRESTLE OVER A NORTH-SOUTH DITCH, 1 1/2
 FE1819'FEET WEST-SOUTHWEST OF A VERTICAL LENGTH OF RAIL PROJECTING
 FE1819'12 FEET, 46 FEET SOUTH-SOUTHWEST AND ACROSS TRACK FROM THE WEST
 FE1819'END OF A 30-INCH CORRUGATED PIPE CULVERT UNDER FIELD ROAD, 2 FEET
 FE1819'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 FE1819'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FE1819'INCHES.
 FE1819
 FE1819                          STATION RECOVERY (1976)
 FE1819
 FE1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FE1819'RECOVERED IN GOOD CONDITION.
 FE1819
 FE1819                          STATION RECOVERY (2002)
 FE1819
 FE1819'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0167 ***********************************************************************
 GE0167  DESIGNATION -  W 186
 GE0167  PID         -  GE0167
 GE0167  STATE/COUNTY-  AR/GREENE
 GE0167  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0167
 GE0167                         *CURRENT SURVEY CONTROL
 GE0167  ___________________________________________________________________
 GE0167* NAD 83(1986)-  36 04 18.     (N)    090 24 19.     (W)     SCALED    
 GE0167* NAVD 88     -        77.879  (meters)     255.51   (feet)  ADJUSTED  
 GE0167  ___________________________________________________________________
 GE0167  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GE0167  DYNAMIC HT  -          77.814 (meters)     255.29  (feet)  COMP
 GE0167  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 GE0167
 GE0167  VERT ORDER  -  FIRST     CLASS II
 GE0167
 GE0167.The horizontal coordinates were scaled from a topographic map and have
 GE0167.an estimated accuracy of +/- 6 seconds.
 GE0167
 GE0167.The orthometric height was determined by differential leveling
 GE0167.and adjusted by the National Geodetic Survey in June 1991..
 GE0167
 GE0167.The geoid height was determined by GEOID03.
 GE0167
 GE0167.The dynamic height is computed by dividing the NAVD 88
 GE0167.geopotential number by the normal gravity value computed on the
 GE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0167.degrees latitude (g = 980.6199 gals.).
 GE0167
 GE0167.The modeled gravity was interpolated from observed gravity values.
 GE0167
 GE0167;                    North         East    Units  Estimated Accuracy
 GE0167;SPC AR N     -   194,020.      543,650.      MT  (+/- 180 meters Scaled)
 GE0167
 GE0167                          SUPERSEDED SURVEY CONTROL
 GE0167
 GE0167  NGVD 29 (??/??/92)   77.871  (m)          255.48   (f) ADJ UNCH    1 2
 GE0167
 GE0167.Superseded values are not recommended for survey control.
 GE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0167.See file dsdata.txt to determine how the superseded data were derived.
 GE0167
 GE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV336950(NAD 83)
 GE0167_MARKER: DB = BENCH MARK DISK
 GE0167_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0167_SP_SET: 48 FEET
 GE0167_STAMPING: W 186 1956
 GE0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0167
 GE0167  HISTORY     - Date     Condition        Report By
 GE0167  HISTORY     - 1956     MONUMENTED       CGS
 GE0167  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0167
 GE0167                          STATION DESCRIPTION
 GE0167
 GE0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0167'5 MI E FROM PARAGOULD.
 GE0167'ABOUT 5.0 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 GE0167'THE STATION AT PARAGOULD, ABOUT 0.2 MILE WEST OF A POINT WHERE
 GE0167'A GRAVEL ROAD PARALLELS THE SOUTH SIDE OF TRACK TO THE EAST AND
 GE0167'TURNS SOUTH AWAY FROM TRACK, AT A FARM ROAD CROSSING, 46 1/2 FEET
 GE0167'NORTH OF NORTH RAIL, 38 FEET WEST-NORTHWEST AND ACROSS FARM ROAD
 GE0167'FROM TELEPHONE POLE NO. 107/11, 57 FEET NORTHWEST OF CENTER OF
 GE0167'CROSSING, 27 FEET WEST OF CENTER OF A GATE ACROSS FARM DRIVE,
 GE0167'1 1/2 FEET SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WODOEN
 GE0167'WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND IS A
 GE0167'DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH AND
 GE0167'PROTECTED BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD IS
 GE0167'DRIVEN TO A DEPTH OF 48-FEET.
 GE0167
 GE0167                          STATION RECOVERY (1981)
 GE0167
 GE0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0095 ***********************************************************************
 GE0095  DESIGNATION -  W 187
 GE0095  PID         -  GE0095
 GE0095  STATE/COUNTY-  AR/GREENE
 GE0095  USGS QUAD   -  MOUNDS (1984)
 GE0095
 GE0095                         *CURRENT SURVEY CONTROL
 GE0095  ___________________________________________________________________
 GE0095* NAD 83(1997)-  36 13 48.75221(N)    090 19 47.68506(W)     ADJUSTED  
 GE0095* NAVD 88     -        82.151  (meters)     269.52   (feet)  ADJUSTED  
 GE0095  ___________________________________________________________________
 GE0095  X           -     -29,659.522 (meters)                     COMP
 GE0095  Y           -  -5,150,900.817 (meters)                     COMP
 GE0095  Z           -   3,748,859.013 (meters)                     COMP
 GE0095  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GE0095  ELLIP HEIGHT-          53.85  (meters)          (09/14/99) GPS OBS
 GE0095  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GE0095  DYNAMIC HT  -          82.084 (meters)     269.30  (feet)  COMP
 GE0095  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GE0095
 GE0095  HORZ ORDER  -  THIRD
 GE0095  VERT ORDER  -  FIRST     CLASS II
 GE0095  ELLP ORDER  -  FOURTH    CLASS I
 GE0095
 GE0095.The horizontal coordinates were established by GPS observations
 GE0095.and adjusted by the National Geodetic Survey in September 1999..
 GE0095
 GE0095.The orthometric height was determined by differential leveling
 GE0095.and adjusted by the National Geodetic Survey in June 1991..
 GE0095
 GE0095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0095
 GE0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0095
 GE0095.The ellipsoidal height was determined by GPS observations
 GE0095.and is referenced to NAD 83.
 GE0095
 GE0095.The geoid height was determined by GEOID03.
 GE0095
 GE0095.The dynamic height is computed by dividing the NAVD 88
 GE0095.geopotential number by the normal gravity value computed on the
 GE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0095.degrees latitude (g = 980.6199 gals.).
 GE0095
 GE0095.The modeled gravity was interpolated from observed gravity values.
 GE0095
 GE0095;                    North         East     Units Scale Factor Converg.
 GE0095;SPC AR N     -   211,722.594   550,135.095   MT  0.99999938   +0 58 18.6
 GE0095;SPC AR N     -   694,626.54  1,804,901.56   sFT  0.99999938   +0 58 18.6
 GE0095;UTM  15      - 4,012,788.683   739,973.683   MT  1.00030960   +1 34 43.9
 GE0095
 GE0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0095!SPC AR N     -   0.99999155  x   0.99999938  =   0.99999093
 GE0095!UTM  15      -   0.99999155  x   1.00030960  =   1.00030115
 GE0095
 GE0095                          SUPERSEDED SURVEY CONTROL
 GE0095
 GE0095  NAD 83(1986)-  36 13 48.76139(N)    090 19 47.68613(W) AD(       ) 3
 GE0095  NGVD 29 (??/??/92)   82.145  (m)          269.50   (f) ADJ UNCH    1 2
 GE0095
 GE0095.Superseded values are not recommended for survey control.
 GE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0095.See file dsdata.txt to determine how the superseded data were derived.
 GE0095
 GE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3997412789(NAD 83)
 GE0095_MARKER: DB = BENCH MARK DISK
 GE0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0095_SP_SET: CONCRETE POST
 GE0095_STAMPING: W 187 1956
 GE0095_MARK LOGO: CGS   
 GE0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0095+STABILITY: SURFACE MOTION
 GE0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0095+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0095
 GE0095  HISTORY     - Date     Condition        Report By
 GE0095  HISTORY     - 1956     MONUMENTED       CGS
 GE0095  HISTORY     - 19890503 GOOD             NGS
 GE0095  HISTORY     - 19890531 GOOD             NGS
 GE0095  HISTORY     - 19900208 GOOD
 GE0095  HISTORY     - 20020801 GOOD             USACE
 GE0095
 GE0095                          STATION DESCRIPTION
 GE0095
 GE0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0095'3.2 MI SW FROM RECTOR.
 GE0095'ABOUT 3.25 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0095'RAILWAY FROM THE STATION AT RECTOR, ABOUT 4.15 MILES NORTHEAST
 GE0095'OF THE STATION AT MARMADUKE, GREENE COUNTY, ABOUT 0.95 MILE
 GE0095'SOUTHWEST OF THE GREENE-CLAY COUNTY LINE, ABOUT 9 1/2 TELEPHONE
 GE0095'POLES NORTHEAST OF MILE POLE 89, AT A GRAVEL ROAD CROSSING,
 GE0095'124 1/2 FEET SOUTHEAST AND ACROSS STATE HIGHWAY 1 FROM THE
 GE0095'SOUTHEAST RAIL, 160 FEET EAST AND ACROSS HIGHWAY FROM CENTER OF
 GE0095'CROSSING OF TRACK AND ROAD, 50 FEET EAST-SOUTHEAST OF CENTER
 GE0095'OF INTERSECTION OF HIGHWAY AND GRAVEL ROAD, 46 1/2 FEET SOUTHEAST
 GE0095'OF CENTER LINE OF HIGHWAY, 26 FEET SOUTH OF CENTER LINE OF ROAD
 GE0095'EAST, 73 FEET SOUTHEAST AND ACROSS GRAVEL ROAD AND HIGHWAY FROM
 GE0095'TELEPHONE POLE NO. 1065/377, 19 FEET EAST OF A POWER POLE WITH A
 GE0095'TRANSFORMER, 1 FOOT NORTH OF A FENCE LINE, 2 1/2 FEET WEST OF
 GE0095'A WHITE WOODEN WITNESS POST, ABOUT 5 1/2 FEET BELOW LEVEL OF
 GE0095'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GE0095
 GE0095                          STATION RECOVERY (1989)
 GE0095
 GE0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GE0095'STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) SOUTHEAST OF BOYDVILLE, 7.5
 GE0095'KM (4.7 MI) NORTHEAST OF MARMADUKE, AND 4.1 KM (2.5 MI)  SOUTHWEST OF
 GE0095'RECTOR.  OWNERSHIP--ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT.
 GE0095'TO REACH FROM THE POST OFFICE IN MARMADUKE.  GO NORTHEAST ON
 GE0095'U.S.HIGHWAY 49 FOR 7.32 KM (4.55 MI) TO A CROSSROAD AND THE STATION
 GE0095'ON THE RIGHT.  1.33 KM (0.83 MI) SOUTHWEST OF THE GREENE-CLAYCOUNTY
 GE0095'LINE.
 GE0095'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---W 187 1956---. SET
 GE0095'IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT PROJECTS 5-CM ABOVE
 GE0095'THE GROUND.  IT IS 14.5 M (47.6 FT) SOUTHEAST OF THE CENTERLINE OF
 GE0095'U.S.HIGHWAY 49, 5.9 M (19.4 FT) SOUTHWEST OF THE CENTER OF A GRAVELED
 GE0095'ROAD, 5.6 M (18.4 FT) EAST-NORTHEAST OF A UTILITY POLE, 2.2 M
 GE0095'(7.2 FT) WEST OF A POLE AND TELEPHONE JUNCTION BOX NUMBER 300 1101,
 GE0095'AND 0.65 M (2.13 FT) NORTH OF A CARSONITE WITNESS POST.
 GE0095'DESCRIBED BY E.J.HANSMANN.
 GE0095
 GE0095                          STATION RECOVERY (1989)
 GE0095
 GE0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GE0095'STATION IS LOCATED ABOUT 12.8 KM (7.95 MI) SOUTHEAST OF BOYDVILLE, 7.5
 GE0095'KM (4.65 MI) NORTHEAST OF MARMADUKE, 4.1 KM (2.55 MI) SOUTHWEST OF
 GE0095'RECTOR AND 1.33 KM (0.85 MI) SOUTHWEST OF THE GREENE-CLAY COUNTY LINE.
 GE0095'OWNERSHIP-- ARKANSAS STATE HIGHWAY DEPT.
 GE0095'TO REACH THE STATION FROM THE POST OFFICE IN MARMADUKE, GO NORTHEAST
 GE0095'ON U.S. HIGHWAY 49 FOR 7.32 KM (4.55 MI) TO A CROSSROAD AND THE
 GE0095'STATION ON THE RIGHT.
 GE0095'STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---W 187 1956---
 GE0095'SET IN THE TOP OF A 30-CM SQARE CONCRETE POST THAT PROJECTS 5-CM ABOVE
 GE0095'THE GROUND. IT IS 14.5 M (47.6 FT) SOUTHEAST OF THE CENTERLINE OF U.S.
 GE0095'HIGHWAY 49, 5.9 M (19.4 FT) SOUTHWEST OF THE CENTER OF A GRAVELED
 GE0095'ROAD, 5.6 M (18.4 FT) EAST-NORTHEAST OF A UTILITY POLE, 2.2 M
 GE0095'(7.2 FT) WEST OF A POLE AND TELEPHONE JUNCTION BOX NUMBER 300 1101,
 GE0095'AND 0.65 M (2.1 FT) NORTH OF A CARSONITE WITNESS POST.
 GE0095'DESCRIBED BY E.J. HANSMANN.
 GE0095
 GE0095                          STATION RECOVERY (1990)
 GE0095
 GE0095'RECOVERED 1990
 GE0095'RECOVERED IN GOOD CONDITION.
 GE0095
 GE0095                          STATION RECOVERY (2002)
 GE0095
 GE0095'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0214 ***********************************************************************
 GE0214  DESIGNATION -  W 188
 GE0214  PID         -  GE0214
 GE0214  STATE/COUNTY-  AR/GREENE
 GE0214  USGS QUAD   -  LAFE (1993)
 GE0214
 GE0214                         *CURRENT SURVEY CONTROL
 GE0214  ___________________________________________________________________
 GE0214* NAD 83(1986)-  36 13 21.     (N)    090 32 09.     (W)     SCALED    
 GE0214* NAVD 88     -        89.294  (meters)     292.96   (feet)  ADJUSTED  
 GE0214  ___________________________________________________________________
 GE0214  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GE0214  DYNAMIC HT  -          89.221 (meters)     292.72  (feet)  COMP
 GE0214  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GE0214
 GE0214  VERT ORDER  -  FIRST     CLASS II
 GE0214
 GE0214.The horizontal coordinates were scaled from a topographic map and have
 GE0214.an estimated accuracy of +/- 6 seconds.
 GE0214
 GE0214.The orthometric height was determined by differential leveling
 GE0214.and adjusted by the National Geodetic Survey in June 1991..
 GE0214
 GE0214.The geoid height was determined by GEOID03.
 GE0214
 GE0214.The dynamic height is computed by dividing the NAVD 88
 GE0214.geopotential number by the normal gravity value computed on the
 GE0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0214.degrees latitude (g = 980.6199 gals.).
 GE0214
 GE0214.The modeled gravity was interpolated from observed gravity values.
 GE0214
 GE0214;                    North         East    Units  Estimated Accuracy
 GE0214;SPC AR N     -   210,570.      531,640.      MT  (+/- 180 meters Scaled)
 GE0214
 GE0214                          SUPERSEDED SURVEY CONTROL
 GE0214
 GE0214  NGVD 29 (??/??/92)   89.286  (m)          292.93   (f) ADJ UNCH    1 2
 GE0214
 GE0214.Superseded values are not recommended for survey control.
 GE0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0214.See file dsdata.txt to determine how the superseded data were derived.
 GE0214
 GE0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA214114(NAD 83)
 GE0214_MARKER: DB = BENCH MARK DISK
 GE0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0214_STAMPING: W 188 1956
 GE0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0214+STABILITY: SURFACE MOTION
 GE0214
 GE0214  HISTORY     - Date     Condition        Report By
 GE0214  HISTORY     - 1956     MONUMENTED       CGS
 GE0214  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0214
 GE0214                          STATION DESCRIPTION
 GE0214
 GE0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0214'7.8 MI SE FROM KNOBEL.
 GE0214'7.75 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0214'STATION AT KNOBEL, AT HOOKER, ABOUT 0.4 MILE SOUTHEAST OF MILE
 GE0214'POLE 206, 45 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 54 FEET
 GE0214'NORTH OF CENTER OF CROSSING OF A NORTHEAST-SOUTHWEST ROAD, 31
 GE0214'FEET NORTHWEST OF CENTER LINE OF ROAD, 18 FEET EAST-SOUTHEAST OF
 GE0214'TELEPHONE POLE NO. 206/12, 8 FEET NORTHWEST OF A FENCE CORNER,
 GE0214'17 FEET SOUTHWEST OF CENTER LINE OF A DRIVE NORTHWEST TO A
 GE0214'TWO-STORY WHITE FRAME HOUSE, 1 1/2 FEET SOUTHWEST OF A FENCE
 GE0214'LINE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 GE0214'ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GE0214'CONCRETE POST PROJECTING 4 INCHES.
 GE0214
 GE0214                          STATION RECOVERY (1981)
 GE0214
 GE0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0140 ***********************************************************************
 GE0140  DESIGNATION -  W 189
 GE0140  PID         -  GE0140
 GE0140  STATE/COUNTY-  AR/CLAY
 GE0140  USGS QUAD   -  POLLARD (1984)
 GE0140
 GE0140                         *CURRENT SURVEY CONTROL
 GE0140  ___________________________________________________________________
 GE0140* NAD 83(1986)-  36 25 56.     (N)    090 18 30.     (W)     SCALED    
 GE0140* NAVD 88     -       119.385  (meters)     391.68   (feet)  ADJUSTED  
 GE0140  ___________________________________________________________________
 GE0140  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GE0140  DYNAMIC HT  -         119.287 (meters)     391.36  (feet)  COMP
 GE0140  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 GE0140
 GE0140  VERT ORDER  -  FIRST     CLASS II
 GE0140
 GE0140.The horizontal coordinates were scaled from a topographic map and have
 GE0140.an estimated accuracy of +/- 6 seconds.
 GE0140
 GE0140.The orthometric height was determined by differential leveling
 GE0140.and adjusted by the National Geodetic Survey in June 1991..
 GE0140
 GE0140.The geoid height was determined by GEOID03.
 GE0140
 GE0140.The dynamic height is computed by dividing the NAVD 88
 GE0140.geopotential number by the normal gravity value computed on the
 GE0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0140.degrees latitude (g = 980.6199 gals.).
 GE0140
 GE0140.The modeled gravity was interpolated from observed gravity values.
 GE0140
 GE0140;                    North         East    Units  Estimated Accuracy
 GE0140;SPC AR N     -   234,170.      551,690.      MT  (+/- 180 meters Scaled)
 GE0140
 GE0140                          SUPERSEDED SURVEY CONTROL
 GE0140
 GE0140  NGVD 29 (??/??/92)  119.373  (m)          391.64   (f) ADJ UNCH    1 2
 GE0140
 GE0140.Superseded values are not recommended for survey control.
 GE0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0140.See file dsdata.txt to determine how the superseded data were derived.
 GE0140
 GE0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA412352(NAD 83)
 GE0140_MARKER: DB = BENCH MARK DISK
 GE0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0140_STAMPING: W 189 1956
 GE0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0140+STABILITY: SURFACE MOTION
 GE0140
 GE0140  HISTORY     - Date     Condition        Report By
 GE0140  HISTORY     - 1956     MONUMENTED       CGS
 GE0140  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0140
 GE0140                          STATION DESCRIPTION
 GE0140
 GE0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0140'2.4 MI W FROM POLLARD.
 GE0140'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE BRIDGE
 GE0140'OVER POLLARD CREEK AT POLLARD, 61 FEET SOUTH OF CENTER LINE OF
 GE0140'HIGHWAY, 284 FEET EAST OF CENTER OF JUNCTION OF HIGHWAY AND A
 GE0140'ROAD NORTH, 214 FEET EAST OF EAST END OF A 24-INCH METAL PIPE
 GE0140'CULVERT UNDER A DRIVE SOUTH TO A HOUSE, 181 FEET WEST-SOUTHWEST
 GE0140'OF CENTER OF JUNCTION OF HIGHWAY AND A DRIVE NORTHEAST TO A
 GE0140'CHURCH (CHURCH IS ABOUT 0.2 MILE NORTHEAST OF HIGHWAY), 2
 GE0140'FEET NORTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 GE0140'POST, ABOUT 4 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 GE0140'CONCRETE POST PROJECTING 2 INCHES.
 GE0140
 GE0140                          STATION RECOVERY (2002)
 GE0140
 GE0140'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0140'HIGHWAY BEING WIDENED. BELIEVED DESTROYED BE HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0049 ***********************************************************************
 DM0049  DESIGNATION -  W 19
 DM0049  PID         -  DM0049
 DM0049  STATE/COUNTY-  AR/LITTLE RIVER
 DM0049  USGS QUAD   -  ARDEN (1975)
 DM0049
 DM0049                         *CURRENT SURVEY CONTROL
 DM0049  ___________________________________________________________________
 DM0049* NAD 83(1986)-  33 42 16.     (N)    094 20 23.     (W)     SCALED    
 DM0049* NAVD 88     -       112.079  (meters)     367.71   (feet)  ADJUSTED  
 DM0049  ___________________________________________________________________
 DM0049  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DM0049  DYNAMIC HT  -         111.963 (meters)     367.33  (feet)  COMP
 DM0049  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 DM0049
 DM0049  VERT ORDER  -  FIRST     CLASS II
 DM0049
 DM0049.The horizontal coordinates were scaled from a topographic map and have
 DM0049.an estimated accuracy of +/- 6 seconds.
 DM0049
 DM0049.The orthometric height was determined by differential leveling
 DM0049.and adjusted by the National Geodetic Survey in June 1991..
 DM0049
 DM0049.The geoid height was determined by GEOID03.
 DM0049
 DM0049.The dynamic height is computed by dividing the NAVD 88
 DM0049.geopotential number by the normal gravity value computed on the
 DM0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0049.degrees latitude (g = 980.6199 gals.).
 DM0049
 DM0049.The modeled gravity was interpolated from observed gravity values.
 DM0049
 DM0049;                    North         East    Units  Estimated Accuracy
 DM0049;SPC AR S     -   517,580.      183,130.      MT  (+/- 180 meters Scaled)
 DM0049
 DM0049                          SUPERSEDED SURVEY CONTROL
 DM0049
 DM0049  NGVD 29 (??/??/92)  112.073  (m)          367.69   (f) ADJ UNCH    1 2
 DM0049
 DM0049.Superseded values are not recommended for survey control.
 DM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0049.See file dsdata.txt to determine how the superseded data were derived.
 DM0049
 DM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT758301(NAD 83)
 DM0049_MARKER: DB = BENCH MARK DISK
 DM0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0049_STAMPING: W 19 1934
 DM0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0049+STABILITY: SURFACE MOTION
 DM0049
 DM0049  HISTORY     - Date     Condition        Report By
 DM0049  HISTORY     - 1934     MONUMENTED       CGS
 DM0049  HISTORY     - 1944     GOOD             NGS
 DM0049  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0049
 DM0049                          STATION DESCRIPTION
 DM0049
 DM0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DM0049'3.7 MI. SE FROM FOREMAN.
 DM0049'3.7 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DM0049'STATION AT FOREMAN, LITTLE RIVER COUNTY, 4 FEET SOUTHWEST OF THE
 DM0049'STATION SIGNBOARD AT PANKOV, 1 1/2 POLES WEST OF MILEPOST 634+28, 60
 DM0049'FEET EAST OF A CROSSING, AND 40 FEET SOUTH OF THE TRACK ACROSS FROM X
 DM0049'19.  A STANDARD DISK, STAMPED W 19 1934 AND SET IN THE TOP OF A
 DM0049'CONCRETE POST.
 DM0049
 DM0049                          STATION RECOVERY (1985)
 DM0049
 DM0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0251 ***********************************************************************
 GE0251  DESIGNATION -  W 190
 GE0251  PID         -  GE0251
 GE0251  STATE/COUNTY-  AR/CLAY
 GE0251  USGS QUAD   -  CORNING (1964)
 GE0251
 GE0251                         *CURRENT SURVEY CONTROL
 GE0251  ___________________________________________________________________
 GE0251* NAD 83(1986)-  36 25 16.     (N)    090 34 11.     (W)     SCALED    
 GE0251* NAVD 88     -        88.672  (meters)     290.92   (feet)  ADJUSTED  
 GE0251  ___________________________________________________________________
 GE0251  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GE0251  DYNAMIC HT  -          88.601 (meters)     290.69  (feet)  COMP
 GE0251  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 GE0251
 GE0251  VERT ORDER  -  FIRST     CLASS II
 GE0251
 GE0251.The horizontal coordinates were scaled from a topographic map and have
 GE0251.an estimated accuracy of +/- 6 seconds.
 GE0251
 GE0251.The orthometric height was determined by differential leveling
 GE0251.and adjusted by the National Geodetic Survey in June 1991..
 GE0251
 GE0251.The geoid height was determined by GEOID03.
 GE0251
 GE0251.The dynamic height is computed by dividing the NAVD 88
 GE0251.geopotential number by the normal gravity value computed on the
 GE0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0251.degrees latitude (g = 980.6199 gals.).
 GE0251
 GE0251.The modeled gravity was interpolated from observed gravity values.
 GE0251
 GE0251;                    North         East    Units  Estimated Accuracy
 GE0251;SPC AR N     -   232,570.      528,270.      MT  (+/- 180 meters Scaled)
 GE0251
 GE0251                          SUPERSEDED SURVEY CONTROL
 GE0251
 GE0251  NGVD 29 (??/??/92)   88.664  (m)          290.89   (f) ADJ UNCH    1 2
 GE0251
 GE0251.Superseded values are not recommended for survey control.
 GE0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0251.See file dsdata.txt to determine how the superseded data were derived.
 GE0251
 GE0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA178334(NAD 83)
 GE0251_MARKER: DB = BENCH MARK DISK
 GE0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0251_STAMPING: W 190 1956
 GE0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0251+STABILITY: SURFACE MOTION
 GE0251
 GE0251  HISTORY     - Date     Condition        Report By
 GE0251  HISTORY     - 1956     MONUMENTED       CGS
 GE0251  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0251
 GE0251                          STATION DESCRIPTION
 GE0251
 GE0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0251'1.2 MI NE FROM CORNING.
 GE0251'1.15 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0251'STATION AT CORNING, 39 FEET SOUTHEAST OF SOUTHEAST RAIL, 109
 GE0251'FEET NORTHEAST OF CENTER OF CROSSING OF TRACK AND A ROAD LEADING
 GE0251'TO A HOUSE ON NORTHWEST SIDE OF TRACK, 55 FEET NORTHWEST OF
 GE0251'CENTER LINE OF A ROAD AT A POINT WHERE THE ROAD TURNS EAST AWAY
 GE0251'FROM TRACK AND PARALLELS THE SOUTHEAST SIDE OF TRACK TO THE
 GE0251'SOUTHWEST, 58 FEET SOUTHWEST OF TELEPHONE POLE NO. 191/04, 29
 GE0251'FEET NORTHWEST OF A POWER POLE, 25 FEET NORTHEAST OF A FENCE
 GE0251'CORNER, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST
 GE0251'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF
 GE0251'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0251
 GE0251                          STATION RECOVERY (2002)
 GE0251
 GE0251'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0406 ***********************************************************************
 DL0406  DESIGNATION -  W 192 X
 DL0406  PID         -  DL0406
 DL0406  STATE/COUNTY-  AR/OUACHITA
 DL0406  USGS QUAD   -  READER (1970)
 DL0406
 DL0406                         *CURRENT SURVEY CONTROL
 DL0406  ___________________________________________________________________
 DL0406* NAD 83(1986)-  33 45 07.     (N)    093 05 32.     (W)     SCALED    
 DL0406* NAVD 88     -        62.739  (meters)     205.84   (feet)  ADJUSTED  
 DL0406  ___________________________________________________________________
 DL0406  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL0406  DYNAMIC HT  -          62.675 (meters)     205.63  (feet)  COMP
 DL0406  MODELED GRAV-     979,613.8   (mgal)                       NAVD 88
 DL0406
 DL0406  VERT ORDER  -  FIRST     CLASS II
 DL0406
 DL0406.The horizontal coordinates were scaled from a topographic map and have
 DL0406.an estimated accuracy of +/- 6 seconds.
 DL0406
 DL0406.The orthometric height was determined by differential leveling
 DL0406.and adjusted by the National Geodetic Survey in June 1991..
 DL0406
 DL0406.The geoid height was determined by GEOID03.
 DL0406
 DL0406.The dynamic height is computed by dividing the NAVD 88
 DL0406.geopotential number by the normal gravity value computed on the
 DL0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0406.degrees latitude (g = 980.6199 gals.).
 DL0406
 DL0406.The modeled gravity was interpolated from observed gravity values.
 DL0406
 DL0406;                    North         East    Units  Estimated Accuracy
 DL0406;SPC AR S     -   520,910.      298,810.      MT  (+/- 180 meters Scaled)
 DL0406
 DL0406                          SUPERSEDED SURVEY CONTROL
 DL0406
 DL0406  NGVD 29 (??/??/92)   62.752  (m)          205.88   (f) ADJ UNCH    1 2
 DL0406
 DL0406.Superseded values are not recommended for survey control.
 DL0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0406.See file dsdata.txt to determine how the superseded data were derived.
 DL0406
 DL0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT914346(NAD 83)
 DL0406_MARKER: DB = BENCH MARK DISK
 DL0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0406_STAMPING: W 192 X 1959
 DL0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0406+STABILITY: SURFACE MOTION
 DL0406
 DL0406  HISTORY     - Date     Condition        Report By
 DL0406  HISTORY     - 1959     MONUMENTED       CGS
 DL0406  HISTORY     - 1960     GOOD             NGS
 DL0406  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL0406
 DL0406                          STATION DESCRIPTION
 DL0406
 DL0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0406'6.3 MI NW FROM CHIDESTER.
 DL0406'ABOUT 6.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0406'POST OFFICE AT CHIDESTER, 18 1/2 TELEPHONE POLES WEST OF MILEPOST 439,
 DL0406'IN SECTION 30., T. 11 S., R. 19 W., 42 FEET NORTH OF THE STATION SIGN
 DL0406'AT SAYRE, 89 FEET NORTHWEST OF THE CENTER LINE OF A ROAD CROSSING, 54
 DL0406'FEET NORTH OF THE NORTH RAIL, 72 FEET WEST OF THE CENTER LINE OF A
 DL0406'CURVE IN A ASPHALT ROAD, 2.0 FEET WEST OF A METAL WITNESS POST, LEVEL
 DL0406'WITH THE RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING 7-INCHES.
 DL0406
 DL0406                          STATION RECOVERY (1973)
 DL0406
 DL0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DL0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0407 ***********************************************************************
 DL0407  DESIGNATION -  W 193 X
 DL0407  PID         -  DL0407
 DL0407  STATE/COUNTY-  AR/OUACHITA
 DL0407  USGS QUAD   -  CHIDESTER (1973)
 DL0407
 DL0407                         *CURRENT SURVEY CONTROL
 DL0407  ___________________________________________________________________
 DL0407* NAD 83(1986)-  33 44 28.     (N)    093 05 17.     (W)     SCALED    
 DL0407* NAVD 88     -        52.018  (meters)     170.66   (feet)  ADJUSTED  
 DL0407  ___________________________________________________________________
 DL0407  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL0407  DYNAMIC HT  -          51.965 (meters)     170.49  (feet)  COMP
 DL0407  MODELED GRAV-     979,612.6   (mgal)                       NAVD 88
 DL0407
 DL0407  VERT ORDER  -  FIRST     CLASS II
 DL0407
 DL0407.The horizontal coordinates were scaled from a topographic map and have
 DL0407.an estimated accuracy of +/- 6 seconds.
 DL0407
 DL0407.The orthometric height was determined by differential leveling
 DL0407.and adjusted by the National Geodetic Survey in June 1991..
 DL0407
 DL0407.The geoid height was determined by GEOID03.
 DL0407
 DL0407.The dynamic height is computed by dividing the NAVD 88
 DL0407.geopotential number by the normal gravity value computed on the
 DL0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0407.degrees latitude (g = 980.6199 gals.).
 DL0407
 DL0407.The modeled gravity was interpolated from observed gravity values.
 DL0407
 DL0407;                    North         East    Units  Estimated Accuracy
 DL0407;SPC AR S     -   519,710.      299,190.      MT  (+/- 180 meters Scaled)
 DL0407
 DL0407                          SUPERSEDED SURVEY CONTROL
 DL0407
 DL0407  NGVD 29 (??/??/92)   52.032  (m)          170.71   (f) ADJ UNCH    1 2
 DL0407
 DL0407.Superseded values are not recommended for survey control.
 DL0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0407.See file dsdata.txt to determine how the superseded data were derived.
 DL0407
 DL0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT918334(NAD 83)
 DL0407_MARKER: DB = BENCH MARK DISK
 DL0407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0407_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0407_STAMPING: W 193 X 1959
 DL0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0407
 DL0407  HISTORY     - Date     Condition        Report By
 DL0407  HISTORY     - 1959     MONUMENTED       CGS
 DL0407  HISTORY     - 1960     GOOD             NGS
 DL0407  HISTORY     - 1964     GOOD             NGS
 DL0407
 DL0407                          STATION DESCRIPTION
 DL0407
 DL0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0407'5.3 MI NW FROM CHIDESTER.
 DL0407'ABOUT 5.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0407'POST OFFICE AT CHIDESTER, IN SECTION 31, T 11 S, R 19 W, 48 FEET SOUTH
 DL0407'OF THE FIRST TELEPHONE POLE NORTH OF MILEPOLE 439.20, 32 FEET EAST OF
 DL0407'THE EAST RAIL, 17 FEET WEST OF A 24-INCH OAK TREE, 16 FEET WEST OF A
 DL0407'FENCE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DL0407'TRACKS, AND ON TOP OF A 3-INCH IRON PIPE PROJECTING 14 INCHES.
 DL0407
 DL0407                          STATION RECOVERY (1964)
 DL0407
 DL0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0200 ***********************************************************************
 DL0200  DESIGNATION -  W 196
 DL0200  PID         -  DL0200
 DL0200  STATE/COUNTY-  AR/OUACHITA
 DL0200  USGS QUAD   -  SNOW HILL (1985)
 DL0200
 DL0200                         *CURRENT SURVEY CONTROL
 DL0200  ___________________________________________________________________
 DL0200* NAD 83(1986)-  33 25 47.     (N)    092 43 47.     (W)     SCALED    
 DL0200* NAVD 88     -        66.893  (meters)     219.46   (feet)  ADJUSTED  
 DL0200  ___________________________________________________________________
 DL0200  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0200  DYNAMIC HT  -          66.823 (meters)     219.24  (feet)  COMP
 DL0200  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 DL0200
 DL0200  VERT ORDER  -  FIRST     CLASS II
 DL0200
 DL0200.The horizontal coordinates were scaled from a topographic map and have
 DL0200.an estimated accuracy of +/- 6 seconds.
 DL0200
 DL0200.The orthometric height was determined by differential leveling
 DL0200.and adjusted by the National Geodetic Survey in June 1991..
 DL0200
 DL0200.The geoid height was determined by GEOID03.
 DL0200
 DL0200.The dynamic height is computed by dividing the NAVD 88
 DL0200.geopotential number by the normal gravity value computed on the
 DL0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0200.degrees latitude (g = 980.6199 gals.).
 DL0200
 DL0200.The modeled gravity was interpolated from observed gravity values.
 DL0200
 DL0200;                    North         East    Units  Estimated Accuracy
 DL0200;SPC AR S     -   484,880.      332,140.      MT  (+/- 180 meters Scaled)
 DL0200
 DL0200                          SUPERSEDED SURVEY CONTROL
 DL0200
 DL0200  NGVD 29 (??/??/92)   66.925  (m)          219.57   (f) ADJ UNCH    1 2
 DL0200
 DL0200.Superseded values are not recommended for survey control.
 DL0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0200.See file dsdata.txt to determine how the superseded data were derived.
 DL0200
 DL0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS251989(NAD 83)
 DL0200_MARKER: DB = BENCH MARK DISK
 DL0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0200_STAMPING: W 196 1960
 DL0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0200+STABILITY: SURFACE MOTION
 DL0200
 DL0200  HISTORY     - Date     Condition        Report By
 DL0200  HISTORY     - 1960     MONUMENTED       CGS
 DL0200  HISTORY     - 1964     GOOD             NGS
 DL0200
 DL0200                          STATION DESCRIPTION
 DL0200
 DL0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0200'13.55 MI SE FROM CAMDEN.
 DL0200'ABOUT 3.35 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 DL0200'THE STATION AT CAMDEN, THENCE 7.1 MILE SOUTHEAST ALONG AN ASPHALT
 DL0200'ROAD, THENCE 3.1 MILES SOUTHEAST ALONG A GRAVELED ROAD, IN SECTION 11,
 DL0200'T 15 S, R 16 W, 37 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 44
 DL0200'1/2 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE S. A. CLAWSON
 DL0200'FARMHOUSE, 37 FEET WEST-NORTHWEST OF A 36-INCH OAK TREE IN THE FRONT
 DL0200'YARD OF THE FARMHOUSE, 27 FEET EAST-SOUTHEAST OF A BRACED POWER POLE,
 DL0200'1 FOOT SOUTHWEST OF A YARD FENCE, ABOUT LEVEL WITH THE ROAD, AND IN
 DL0200'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK IS 50 FT
 DL0200'ESE OF A BRACED POWERLINE POLE, ON THE NORTH EDGE OF THE ROAD
 DL0200'BACKSLOPE AND ABOUT 2 1/2 FT LOWER THAN THE ROAD.
 DL0200
 DL0200                          STATION RECOVERY (1964)
 DL0200
 DL0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0378 ***********************************************************************
 DL0378  DESIGNATION -  W 197 RESET
 DL0378  PID         -  DL0378
 DL0378  STATE/COUNTY-  AR/OUACHITA
 DL0378  USGS QUAD   -  CAMDEN (1985)
 DL0378
 DL0378                         *CURRENT SURVEY CONTROL
 DL0378  ___________________________________________________________________
 DL0378* NAD 83(1986)-  33 37 20.     (N)    092 46 13.     (W)     SCALED    
 DL0378* NAVD 88     -        35.19   (meters)     115.5    (feet)  RESET     
 DL0378  ___________________________________________________________________
 DL0378  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0378
 DL0378  VERT ORDER  -  THIRD
 DL0378
 DL0378.The horizontal coordinates were scaled from a topographic map and have
 DL0378.an estimated accuracy of +/- 6 seconds.
 DL0378
 DL0378.The orthometric height was computed from unverified reset data.
 DL0378
 DL0378.The geoid height was determined by GEOID03.
 DL0378
 DL0378;                    North         East    Units  Estimated Accuracy
 DL0378;SPC AR S     -   506,250.      328,530.      MT  (+/- 180 meters Scaled)
 DL0378
 DL0378                          SUPERSEDED SURVEY CONTROL
 DL0378
 DL0378.No superseded survey control is available for this station.
 DL0378
 DL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT213202(NAD 83)
 DL0378_MARKER: DB = BENCH MARK DISK
 DL0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0378_STAMPING: W 197 RESET 1962
 DL0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0378+STABILITY: SURFACE MOTION
 DL0378
 DL0378  HISTORY     - Date     Condition        Report By
 DL0378  HISTORY     - 1962     MONUMENTED       CGS
 DL0378  HISTORY     - 1964     GOOD             NGS
 DL0378
 DL0378                          STATION DESCRIPTION
 DL0378
 DL0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0378'3.5 MI SE FROM HARMONY GROVE.
 DL0378'IT WAS RECOVERED ABOUT 0.65 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 DL0378'79 AND STATE HIGHWAY 4, 0.3 MILE NORTH OF A HOLIDAY INN JR., 50 FEET
 DL0378'EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A FENCE
 DL0378'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0234 ***********************************************************************
 DL0234  DESIGNATION -  W 198
 DL0234  PID         -  DL0234
 DL0234  STATE/COUNTY-  AR/UNION
 DL0234  USGS QUAD   -  CALION (1978)
 DL0234
 DL0234                         *CURRENT SURVEY CONTROL
 DL0234  ___________________________________________________________________
 DL0234* NAD 83(1986)-  33 17 58.     (N)    092 35 38.     (W)     SCALED    
 DL0234* NAVD 88     -        62.000  (meters)     203.41   (feet)  ADJUSTED  
 DL0234  ___________________________________________________________________
 DL0234  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0234  DYNAMIC HT  -          61.934 (meters)     203.20  (feet)  COMP
 DL0234  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DL0234
 DL0234  VERT ORDER  -  FIRST     CLASS II
 DL0234
 DL0234.The horizontal coordinates were scaled from a topographic map and have
 DL0234.an estimated accuracy of +/- 6 seconds.
 DL0234
 DL0234.The orthometric height was determined by differential leveling
 DL0234.and adjusted by the National Geodetic Survey in June 1991..
 DL0234
 DL0234.The geoid height was determined by GEOID03.
 DL0234
 DL0234.The dynamic height is computed by dividing the NAVD 88
 DL0234.geopotential number by the normal gravity value computed on the
 DL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0234.degrees latitude (g = 980.6199 gals.).
 DL0234
 DL0234.The modeled gravity was interpolated from observed gravity values.
 DL0234
 DL0234;                    North         East    Units  Estimated Accuracy
 DL0234;SPC AR S     -   470,340.      344,690.      MT  (+/- 180 meters Scaled)
 DL0234
 DL0234                          SUPERSEDED SURVEY CONTROL
 DL0234
 DL0234  NGVD 29 (??/??/92)   62.039  (m)          203.54   (f) ADJ UNCH    1 2
 DL0234
 DL0234.Superseded values are not recommended for survey control.
 DL0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0234.See file dsdata.txt to determine how the superseded data were derived.
 DL0234
 DL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS378845(NAD 83)
 DL0234_MARKER: DB = BENCH MARK DISK
 DL0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0234_STAMPING: W 198 1960
 DL0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0234+STABILITY: SURFACE MOTION
 DL0234
 DL0234  HISTORY     - Date     Condition        Report By
 DL0234  HISTORY     - 1960     MONUMENTED       CGS
 DL0234  HISTORY     - 1964     GOOD             NGS
 DL0234  HISTORY     - 20050616 MARK NOT FOUND   ARHD
 DL0234
 DL0234                          STATION DESCRIPTION
 DL0234
 DL0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0234'3.8 MI SW FROM CALION.
 DL0234'ABOUT 0.4 MILE WEST-NORTHWEST ALONG AN ASPHALT ROAD FROM THE CHICAGO,
 DL0234'ROCK ISLAND AND PACIFIC RAILROAD STATION AT CALION, THENCE 3.4 MILES
 DL0234'SOUTHWEST ALONG U.S. HIGHWAY 167, IN SECTION 30, T 16 S, R 14 W, 0.25
 DL0234'MILE NORTHEAST OF THE ENTRANCE TO THE WILLIAMS FARMHOUSE, 0.15 MILE
 DL0234'SOUTHWEST OF THE JUNCTION WITH A WOODS ROAD, ON THE CREST OF A HILL,
 DL0234'96 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 79 FEET NORTH OF
 DL0234'A POWER POLE, 33 FEET NORTH OF 2 LONE SWEET GUM TREES AMONG A GROVE OF
 DL0234'PINE TREES, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 DL0234'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 DL0234'INCHES.
 DL0234
 DL0234                          STATION RECOVERY (1964)
 DL0234
 DL0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0234'RECOVERED IN GOOD CONDITION.
 DL0234
 DL0234                          STATION RECOVERY (2005)
 DL0234
 DL0234'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (TS)
 DL0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0108 ***********************************************************************
 DL0108  DESIGNATION -  W 199
 DL0108  PID         -  DL0108
 DL0108  STATE/COUNTY-  AR/UNION
 DL0108  USGS QUAD   -  NEW LONDON (1981)
 DL0108
 DL0108                         *CURRENT SURVEY CONTROL
 DL0108  ___________________________________________________________________
 DL0108* NAD 83(1986)-  33 10 54.     (N)    092 19 08.     (W)     SCALED    
 DL0108* NAVD 88     -        60.485  (meters)     198.44   (feet)  ADJUSTED  
 DL0108  ___________________________________________________________________
 DL0108  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0108  DYNAMIC HT  -          60.420 (meters)     198.23  (feet)  COMP
 DL0108  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 DL0108
 DL0108  VERT ORDER  -  FIRST     CLASS II
 DL0108
 DL0108.The horizontal coordinates were scaled from a topographic map and have
 DL0108.an estimated accuracy of +/- 6 seconds.
 DL0108
 DL0108.The orthometric height was determined by differential leveling
 DL0108.and adjusted by the National Geodetic Survey in June 1991..
 DL0108
 DL0108.The geoid height was determined by GEOID03.
 DL0108
 DL0108.The dynamic height is computed by dividing the NAVD 88
 DL0108.geopotential number by the normal gravity value computed on the
 DL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0108.degrees latitude (g = 980.6199 gals.).
 DL0108
 DL0108.The modeled gravity was interpolated from observed gravity values.
 DL0108
 DL0108;                    North         East    Units  Estimated Accuracy
 DL0108;SPC AR S     -   457,170.      370,260.      MT  (+/- 180 meters Scaled)
 DL0108
 DL0108                          SUPERSEDED SURVEY CONTROL
 DL0108
 DL0108  NGVD 29 (??/??/92)   60.538  (m)          198.62   (f) ADJ UNCH    1 2
 DL0108
 DL0108.Superseded values are not recommended for survey control.
 DL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0108.See file dsdata.txt to determine how the superseded data were derived.
 DL0108
 DL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS634716(NAD 83)
 DL0108_MARKER: DB = BENCH MARK DISK
 DL0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0108_STAMPING: W 199 1960
 DL0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0108+STABILITY: SURFACE MOTION
 DL0108
 DL0108  HISTORY     - Date     Condition        Report By
 DL0108  HISTORY     - 1960     MONUMENTED       CGS
 DL0108  HISTORY     - 1964     GOOD             NGS
 DL0108  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0108
 DL0108                          STATION DESCRIPTION
 DL0108
 DL0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0108'7.35 MI NE FROM STRONG.
 DL0108'0.15 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0108'STATION AT STRONG, THENCE 1.1 MILES NORTHEAST ALONG A PAVED ROAD,
 DL0108'THENCE 4.85 MILES NORTH ALONG A GRADED DIRT ROAD TO THE NEW LONDON
 DL0108'COMMUNITY, THENCE 1.25 MILES EAST ALONG A GRADED DIRT ROAD, IN SECTION
 DL0108'2, T 18 S, R 12 W, ON THE CREST OF A SMALL KNOLL, 46 FEET NORTH OF THE
 DL0108'CENTER LINE OF THE ROAD, 0.3 MILE WEST OF A GROUP OF OIL STORAGE
 DL0108'TANKS, 0.2 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 50
 DL0108'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A WOODS ROAD LEADING
 DL0108'NORTH, 29 FEET WEST OF THE CENTER LINE OF THE WOODS ROAD, 8 1/2 FEET
 DL0108'NORTHEAST OF A 14-INCH PINE TREE, 1.6 FEET NORTH OF A METAL WITNESS
 DL0108'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 DL0108'CONCRETE POST PROJECTING 6 INCHES.
 DL0108
 DL0108                          STATION RECOVERY (1964)
 DL0108
 DL0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0108'RECOVERED IN GOOD CONDITION.
 DL0108
 DL0108                          STATION RECOVERY (2004)
 DL0108
 DL0108'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0320 ***********************************************************************
 GE0320  DESIGNATION -  W 2
 GE0320  PID         -  GE0320
 GE0320  STATE/COUNTY-  AR/LAWRENCE
 GE0320  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0320
 GE0320                         *CURRENT SURVEY CONTROL
 GE0320  ___________________________________________________________________
 GE0320* NAD 83(1986)-  36 00 25.     (N)    090 54 12.     (W)     SCALED    
 GE0320* NAVD 88     -        79.217  (meters)     259.90   (feet)  ADJUSTED  
 GE0320  ___________________________________________________________________
 GE0320  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GE0320  DYNAMIC HT  -          79.151 (meters)     259.68  (feet)  COMP
 GE0320  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 GE0320
 GE0320  VERT ORDER  -  FIRST     CLASS II
 GE0320
 GE0320.The horizontal coordinates were scaled from a topographic map and have
 GE0320.an estimated accuracy of +/- 6 seconds.
 GE0320
 GE0320.The orthometric height was determined by differential leveling
 GE0320.and adjusted by the National Geodetic Survey in January 1995..
 GE0320
 GE0320.The geoid height was determined by GEOID03.
 GE0320
 GE0320.The dynamic height is computed by dividing the NAVD 88
 GE0320.geopotential number by the normal gravity value computed on the
 GE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0320.degrees latitude (g = 980.6199 gals.).
 GE0320
 GE0320.The modeled gravity was interpolated from observed gravity values.
 GE0320
 GE0320;                    North         East    Units  Estimated Accuracy
 GE0320;SPC AR N     -   186,230.      498,870.      MT  (+/- 180 meters Scaled)
 GE0320
 GE0320                          SUPERSEDED SURVEY CONTROL
 GE0320
 GE0320  NAVD 88 (06/15/91)   79.258  (m)          260.03   (f) UNKNOWN     1 2
 GE0320  NGVD 29 (10/05/93)   79.132  (m)          259.62   (f) ADJUSTED    1 2
 GE0320
 GE0320.Superseded values are not recommended for survey control.
 GE0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0320.See file dsdata.txt to determine how the superseded data were derived.
 GE0320
 GE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV889867(NAD 83)
 GE0320_MARKER: DB = BENCH MARK DISK
 GE0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0320_SP_SET: CONCRETE POST
 GE0320_STAMPING: W 2 1928 259.744
 GE0320_MARK LOGO: CGS   
 GE0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0320+STABILITY: SURFACE MOTION
 GE0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0320+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1992
 GE0320
 GE0320  HISTORY     - Date     Condition        Report By
 GE0320  HISTORY     - 1928     MONUMENTED       CGS
 GE0320  HISTORY     - 1958     GOOD             NGS
 GE0320  HISTORY     - 19920323 GOOD             NGS
 GE0320  HISTORY     - 20020913 POOR             USACE
 GE0320
 GE0320                          STATION DESCRIPTION
 GE0320
 GE0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GE0320'3 MI NW FROM SEDGWICK.
 GE0320'3.0 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0320'FROM THE STATION AT SEDGWICK, LAWRENCE COUNTY, BETWEEN POLES
 GE0320'402/34 AND 403, AT A ROAD CROSSING, 63 FEET SOUTH OF THE CENTER
 GE0320'OF THE CROSSING, 46 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 GE0320'43 FEET EAST OF THE CENTERLINE OF THE ROAD, 33 FEET NORTHEAST OF
 GE0320'THE CENTERLINE OF A HIGHWAY PARALLELING THE TRACK, 17.5 FEET
 GE0320'WEST OF A POLE, AND 5.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 GE0320'A STANDARD DISK, STAMPED 259.744 W 2 1928 AND SET IN THE TOP OF A
 GE0320'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 GE0320
 GE0320                          STATION RECOVERY (1992)
 GE0320
 GE0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0320'8.0 KM (4.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE0320'U.S. HIGHWAY 67 IN HOXIE, 13.9 M (45.6 FT) NORTHEAST OF THE HIGHWAY
 GE0320'CENTERLINE, 13.7 M (44.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 GE0320'BURLINGTON NORTHERN RAILROAD, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS
 GE0320'POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 GE0320'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 GE0320
 GE0320                          STATION RECOVERY (2002)
 GE0320
 GE0320'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0320'THE STATION WAS FOUND WITH THE DISK SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0004 ***********************************************************************
 EK0004  DESIGNATION -  W 20
 EK0004  PID         -  EK0004
 EK0004  STATE/COUNTY-  AR/SCOTT
 EK0004  USGS QUAD   -  WALDRON (1983)
 EK0004
 EK0004                         *CURRENT SURVEY CONTROL
 EK0004  ___________________________________________________________________
 EK0004* NAD 83(1986)-  34 52 54.     (N)    094 04 54.     (W)     SCALED    
 EK0004* NAVD 88     -       223.897  (meters)     734.57   (feet)  ADJUSTED  
 EK0004  ___________________________________________________________________
 EK0004  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 EK0004  DYNAMIC HT  -         223.664 (meters)     733.80  (feet)  COMP
 EK0004  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 EK0004
 EK0004  VERT ORDER  -  FIRST     CLASS II
 EK0004
 EK0004.The horizontal coordinates were scaled from a topographic map and have
 EK0004.an estimated accuracy of +/- 6 seconds.
 EK0004
 EK0004.The orthometric height was determined by differential leveling
 EK0004.and adjusted by the National Geodetic Survey in June 1991..
 EK0004
 EK0004.The geoid height was determined by GEOID03.
 EK0004
 EK0004.The dynamic height is computed by dividing the NAVD 88
 EK0004.geopotential number by the normal gravity value computed on the
 EK0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0004.degrees latitude (g = 980.6199 gals.).
 EK0004
 EK0004.The modeled gravity was interpolated from observed gravity values.
 EK0004
 EK0004;                    North         East    Units  Estimated Accuracy
 EK0004;SPC AR N     -    62,850.      209,710.      MT  (+/- 180 meters Scaled)
 EK0004
 EK0004                          SUPERSEDED SURVEY CONTROL
 EK0004
 EK0004  NGVD 29 (??/??/92)  223.788  (m)          734.21   (f) ADJ UNCH    1 2
 EK0004
 EK0004.Superseded values are not recommended for survey control.
 EK0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0004.See file dsdata.txt to determine how the superseded data were derived.
 EK0004
 EK0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU011604(NAD 83)
 EK0004_MARKER: DB = BENCH MARK DISK
 EK0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0004+STABILITY: SURFACE MOTION
 EK0004
 EK0004  HISTORY     - Date     Condition        Report By
 EK0004  HISTORY     - UNK      MONUMENTED       CGS
 EK0004  HISTORY     - 1931     GOOD             NGS
 EK0004  HISTORY     - 1959     MARK NOT FOUND   NGS
 EK0004  HISTORY     - 1982     MARK NOT FOUND   USGS
 EK0004  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0004
 EK0004                          STATION DESCRIPTION
 EK0004
 EK0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 EK0004'1.2 MI S FROM WALDRON.
 EK0004'LOCATED AT THE NORTH EAST CORNER OF THE INTERSECTION OF THE
 EK0004'HIGHWAY U.S. 71 AND A SIDE ROAD LEADING TO A FIELD.  MARK IS 31
 EK0004'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTH OF
 EK0004'CENTER LINE OF THE SIDE ROAD, 3 FEET WEST OF THE FENCE LINE.
 EK0004
 EK0004                          STATION RECOVERY (1959)
 EK0004
 EK0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EK0004'MARK NOT FOUND.
 EK0004
 EK0004                          STATION RECOVERY (1982)
 EK0004
 EK0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EK0004'MARK NOT FOUND.
 EK0004
 EK0004                          STATION RECOVERY (1985)
 EK0004
 EK0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0004'SEARCHED FOR BUT NOT RECOVERED, THE HIGHWAY HAS BEEN WIDENED IN THIS
 EK0004'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0097 ***********************************************************************
 DL0097  DESIGNATION -  W 201
 DL0097  PID         -  DL0097
 DL0097  STATE/COUNTY-  AR/UNION
 DL0097  USGS QUAD   -  NEW LONDON (1981)
 DL0097
 DL0097                         *CURRENT SURVEY CONTROL
 DL0097  ___________________________________________________________________
 DL0097* NAD 83(1997)-  33 14 59.83149(N)    092 20 58.73048(W)     ADJUSTED  
 DL0097* NAVD 88     -        48.262  (meters)     158.34   (feet)  ADJUSTED  
 DL0097  ___________________________________________________________________
 DL0097  X           -    -218,900.245 (meters)                     COMP
 DL0097  Y           -  -5,334,855.251 (meters)                     COMP
 DL0097  Z           -   3,477,186.891 (meters)                     COMP
 DL0097  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DL0097  ELLIP HEIGHT-          22.01  (meters)          (09/24/01) GPS OBS
 DL0097  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL0097  DYNAMIC HT  -          48.210 (meters)     158.17  (feet)  COMP
 DL0097  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DL0097
 DL0097  HORZ ORDER  -  FIRST
 DL0097  VERT ORDER  -  FIRST     CLASS II
 DL0097  ELLP ORDER  -  FOURTH    CLASS II
 DL0097
 DL0097.The horizontal coordinates were established by GPS observations
 DL0097.and adjusted by the National Geodetic Survey in September 1999..
 DL0097
 DL0097.The orthometric height was determined by differential leveling
 DL0097.and adjusted by the National Geodetic Survey in June 1991..
 DL0097
 DL0097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0097
 DL0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0097
 DL0097.The ellipsoidal height was determined by GPS observations
 DL0097.and is referenced to NAD 83.
 DL0097
 DL0097.The geoid height was determined by GEOID03.
 DL0097
 DL0097.The dynamic height is computed by dividing the NAVD 88
 DL0097.geopotential number by the normal gravity value computed on the
 DL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0097.degrees latitude (g = 980.6199 gals.).
 DL0097
 DL0097.The modeled gravity was interpolated from observed gravity values.
 DL0097
 DL0097;                    North         East     Units Scale Factor Converg.
 DL0097;SPC AR S     -   464,750.600   367,416.466   MT  1.00001147   -0 11 44.5
 DL0097;SPC AR S     - 1,524,769.26  1,205,432.19   sFT  1.00001147   -0 11 44.5
 DL0097;UTM  15      - 3,679,185.857   560,581.874   MT  0.99964525   +0 21 23.7
 DL0097
 DL0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0097!SPC AR S     -   0.99999654  x   1.00001147  =   1.00000801
 DL0097!UTM  15      -   0.99999654  x   0.99964525  =   0.99964180
 DL0097
 DL0097                          SUPERSEDED SURVEY CONTROL
 DL0097
 DL0097  ELLIP H (09/14/99)   22.05   (m)                       GP(       ) 4 1
 DL0097  NAD 83(1997)-  33 14 59.83862(N)    092 20 58.72294(W) AD(       ) 1
 DL0097  NAD 83(1997)-  33 14 59.83979(N)    092 20 58.72246(W) AD(       ) 1
 DL0097  NAD 83(1986)-  33 14 59.84295(N)    092 20 58.72123(W) AD(       ) 1
 DL0097  NGVD 29 (??/??/92)   48.312  (m)          158.50   (f) ADJ UNCH    1 2
 DL0097
 DL0097.Superseded values are not recommended for survey control.
 DL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0097.See file dsdata.txt to determine how the superseded data were derived.
 DL0097
 DL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6058279186(NAD 83)
 DL0097_MARKER: DB = BENCH MARK DISK
 DL0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0097_SP_SET: CONCRETE POST
 DL0097_STAMPING: W 201 1960
 DL0097_MARK LOGO: CGS   
 DL0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0097+STABILITY: SURFACE MOTION
 DL0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0097+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1992
 DL0097
 DL0097  HISTORY     - Date     Condition        Report By
 DL0097  HISTORY     - 1960     MONUMENTED       CGS
 DL0097  HISTORY     - 1964     GOOD             NGS
 DL0097  HISTORY     - 19890901 GOOD             NGS
 DL0097  HISTORY     - 19900314 GOOD
 DL0097  HISTORY     - 19921202 GOOD             NOS
 DL0097  HISTORY     - 20040926 GOOD             USPSQD
 DL0097
 DL0097                          STATION DESCRIPTION
 DL0097
 DL0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0097'11.7 MI E FROM STRONG.
 DL0097'0.15 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0097'STATION AT STRONG, THENCE 1.1 MILES NORTHEAST ALONG A PAVED ROAD,
 DL0097'THENCE 8.4 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.05 MILES
 DL0097'NORTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 9, T 17 S, R 12 W, 0.3
 DL0097'MILE WEST OF A FARMHOUSE, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DL0097'ROAD AND ON THE OUTSIDE OF A CURVE IN THE ROAD, 7 1/2 FEET SOUTHWEST
 DL0097'OF A BRACED TELEPHONE POLE, 1.8 FEET SOUTHWEST OF A METAL WITNESS
 DL0097'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DL0097'PROJECTING 7 INCHES.  NOTE-- 14.25 MILES EAST OF THE OLD UNION BAPTIST
 DL0097'CHURCH AT OLD UNION.
 DL0097
 DL0097                          STATION RECOVERY (1964)
 DL0097
 DL0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0097'RECOVERED IN GOOD CONDITION.
 DL0097
 DL0097                          STATION RECOVERY (1989)
 DL0097
 DL0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DL0097'STATION IS LOCATED ABOUT 29.8 KM (18.5 MI) NORTHEAST OF EL DORADO,
 DL0097'19.7 KM (12.2 MI) SOUTHEAST OF CALION, AND 15.3 KM (9.5 MI) NORTH OF
 DL0097'STRONG.  OWNERSHIP--UNION COUNTY.
 DL0097'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 82 AND STATE HIGHWAY 275 IN
 DL0097'STRONG.  GO NORTHERLY ON STATE HIGHWAY 274 FOR 19.11 KM (11.87 MI) TO
 DL0097'THE JUNCTION OF STATE HIGHWAY 15.  CONTINUE NORTHERLY ON STATE
 DL0097'HIGHWAY 15 FOR 0.27 KM (0.17 MI) TO A GRAVELED ROAD AND THE OAK GROVE
 DL0097'CHURCH ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST AND SOUTH ON THE
 DL0097'GRAVELED ROAD FOR 3.19 KM (1.98 MI) TO THE STATION ON THE RIGHT.
 DL0097'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED----W 201 1960---.
 DL0097'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT PROJECTS 7-CM
 DL0097'ABOVE THE GROUND.  IT IS 15.4 M (50.5 FT) SOUTHWEST OF THE CENTER OF
 DL0097'THE GRAVELED ROAD, 2.4 M (7.9 FT) SOUTHWEST OF A UTILITY POLE, AND
 DL0097'0.2 M (0.7 FT) NORTHWEST OF A METAL WITNESS POST.
 DL0097'DESCRIBED BY E.J.HANSMANN.
 DL0097
 DL0097                          STATION RECOVERY (1990)
 DL0097
 DL0097'RECOVERED 1990
 DL0097'RECOVERED IN GOOD CONDITION.
 DL0097
 DL0097                          STATION RECOVERY (1992)
 DL0097
 DL0097'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DL0097'RECOVERED IN GOOD CONDITION.
 DL0097
 DL0097                          STATION RECOVERY (2004)
 DL0097
 DL0097'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0565 ***********************************************************************
 DL0565  DESIGNATION -  W 202
 DL0565  PID         -  DL0565
 DL0565  STATE/COUNTY-  AR/LAFAYETTE
 DL0565  USGS QUAD   -  BUCKNER (1968)
 DL0565
 DL0565                         *CURRENT SURVEY CONTROL
 DL0565  ___________________________________________________________________
 DL0565* NAD 83(1986)-  33 21 32.     (N)    093 29 44.     (W)     SCALED    
 DL0565* NAVD 88     -        81.381  (meters)     267.00   (feet)  ADJUSTED  
 DL0565  ___________________________________________________________________
 DL0565  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DL0565  DYNAMIC HT  -          81.294 (meters)     266.71  (feet)  COMP
 DL0565  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 DL0565
 DL0565  VERT ORDER  -  FIRST     CLASS II
 DL0565
 DL0565.The horizontal coordinates were scaled from a topographic map and have
 DL0565.an estimated accuracy of +/- 6 seconds.
 DL0565
 DL0565.The orthometric height was determined by differential leveling
 DL0565.and adjusted by the National Geodetic Survey in June 1991..
 DL0565
 DL0565.The geoid height was determined by GEOID03.
 DL0565
 DL0565.The dynamic height is computed by dividing the NAVD 88
 DL0565.geopotential number by the normal gravity value computed on the
 DL0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0565.degrees latitude (g = 980.6199 gals.).
 DL0565
 DL0565.The modeled gravity was interpolated from observed gravity values.
 DL0565
 DL0565;                    North         East    Units  Estimated Accuracy
 DL0565;SPC AR S     -   477,790.      260,810.      MT  (+/- 180 meters Scaled)
 DL0565
 DL0565                          SUPERSEDED SURVEY CONTROL
 DL0565
 DL0565  NGVD 29 (??/??/92)   81.418  (m)          267.12   (f) ADJ UNCH    1 2
 DL0565
 DL0565.Superseded values are not recommended for survey control.
 DL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0565.See file dsdata.txt to determine how the superseded data were derived.
 DL0565
 DL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS538911(NAD 83)
 DL0565_MARKER: DB = BENCH MARK DISK
 DL0565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0565_SP_SET: 26 FT
 DL0565_STAMPING: W 202 1960
 DL0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0565
 DL0565  HISTORY     - Date     Condition        Report By
 DL0565  HISTORY     - 1960     MONUMENTED       CGS
 DL0565  HISTORY     - 1963     GOOD             NGS
 DL0565
 DL0565                          STATION DESCRIPTION
 DL0565
 DL0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0565'0.35 MI E FROM STAMPS.
 DL0565'ABOUT 0.35 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0565'STATION AT STAMPS, IN THE NORTHWEST 1/4 OF SECTION 16, T 16 S, R 23 W,
 DL0565'4 1/2 POLES EAST OF MILEPOST 395, 51 FEET NORTH OF THE NORTH RAIL OF
 DL0565'THE MAIN TRACK, 189 FEET SOUTHWEST OF BM P.B.M. STAMP, 102 FEET
 DL0565'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING, 55 FEET EAST OF
 DL0565'THE EXTENDED CENTER LINE OF MARKET STREET, 29 FEET EAST OF A TELEPHONE
 DL0565'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.3 FEET EAST OF A METAL
 DL0565'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE TRACK, ON THE TOP OF A
 DL0565'5/8-INCH COPPER COATED STEEL ROD WHICH IS DRIVEN TO A DEPTH OF 26 FEET
 DL0565'AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 DL0565
 DL0565                          STATION RECOVERY (1963)
 DL0565
 DL0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0638 ***********************************************************************
 DL0638  DESIGNATION -  W 203 RESET
 DL0638  PID         -  DL0638
 DL0638  STATE/COUNTY-  AR/COLUMBIA
 DL0638  USGS QUAD   -  CALHOUN (1966)
 DL0638
 DL0638                         *CURRENT SURVEY CONTROL
 DL0638  ___________________________________________________________________
 DL0638* NAD 83(1986)-  33 14 38.     (N)    093 14 41.     (W)     SCALED    
 DL0638* NAVD 88     -        82.98   (meters)     272.2    (feet)  RESET     
 DL0638  ___________________________________________________________________
 DL0638  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DL0638
 DL0638  VERT ORDER  -  THIRD
 DL0638
 DL0638.The horizontal coordinates were scaled from a topographic map and have
 DL0638.an estimated accuracy of +/- 6 seconds.
 DL0638
 DL0638.The orthometric height was computed from unverified reset data.
 DL0638.No vertical observational check was made to the station.
 DL0638
 DL0638.The geoid height was determined by GEOID03.
 DL0638
 DL0638;                    North         East    Units  Estimated Accuracy
 DL0638;SPC AR S     -   464,730.      284,000.      MT  (+/- 180 meters Scaled)
 DL0638
 DL0638                          SUPERSEDED SURVEY CONTROL
 DL0638
 DL0638  NGVD 29 (??/??/??)   83.03   (m)          272.4    (f) RESET       3  
 DL0638
 DL0638.Superseded values are not recommended for survey control.
 DL0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0638.See file dsdata.txt to determine how the superseded data were derived.
 DL0638
 DL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS772783(NAD 83)
 DL0638_MARKER: DB = BENCH MARK DISK
 DL0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0638_SP_SET: LOADING DOCK
 DL0638_STAMPING: W 203 1960 RESET 1969
 DL0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0638
 DL0638  HISTORY     - Date     Condition        Report By
 DL0638  HISTORY     - 1969     MONUMENTED       CGS
 DL0638
 DL0638                          STATION DESCRIPTION
 DL0638
 DL0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DL0638'1.65 MI S FROM MAGNOLIA.
 DL0638'LOCATED ABOUT 1.65 MILES SOUTH ALONG THE LOUISIANA AND NORTHWEST
 DL0638'RAILROAD FROM THE STATION IN MAGNOLIA, 0.15 MILE SOUTH OF MILEPOST 8,
 DL0638'0.1 NORTHWEST OF THE CROSSING OF STATE HIGHWAY 19, 46 FEET EAST OF THE
 DL0638'EAST RAIL OF THE TRACKS, 63 FEET NORTH OF THE SOUTHWEST CORNER OF A
 DL0638'LARGE TIN BUILDING OWNED BY MR. TROYCE HAMPTON, 69 FEET NORTHEAST OF A
 DL0638'RAILROAD CROSSING, AND 1 FOOT WEST OF THE WEST SIDE OF THE LARGE TIN
 DL0638'BUILDING.  IT IS A BENCH MARK DISK SET IN A DRILL HOLE IN THE
 DL0638'SOUTHEAST CORNER OF THE LARGE CONCRETE LOADING DOCK AT THE WEST SIDE
 DL0638'OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0530 ***********************************************************************
 DL0530  DESIGNATION -  W 204
 DL0530  PID         -  DL0530
 DL0530  STATE/COUNTY-  AR/COLUMBIA
 DL0530  USGS QUAD   -  MAGNOLIA (1968)
 DL0530
 DL0530                         *CURRENT SURVEY CONTROL
 DL0530  ___________________________________________________________________
 DL0530* NAD 83(1986)-  33 21 27.     (N)    093 10 19.     (W)     SCALED    
 DL0530* NAVD 88     -        83.355  (meters)     273.47   (feet)  ADJUSTED  
 DL0530  ___________________________________________________________________
 DL0530  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL0530  DYNAMIC HT  -          83.266 (meters)     273.18  (feet)  COMP
 DL0530  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 DL0530
 DL0530  VERT ORDER  -  FIRST     CLASS II
 DL0530
 DL0530.The horizontal coordinates were scaled from a topographic map and have
 DL0530.an estimated accuracy of +/- 6 seconds.
 DL0530
 DL0530.The orthometric height was determined by differential leveling
 DL0530.and adjusted by the National Geodetic Survey in June 1991..
 DL0530
 DL0530.The geoid height was determined by GEOID03.
 DL0530
 DL0530.The dynamic height is computed by dividing the NAVD 88
 DL0530.geopotential number by the normal gravity value computed on the
 DL0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0530.degrees latitude (g = 980.6199 gals.).
 DL0530
 DL0530.The modeled gravity was interpolated from observed gravity values.
 DL0530
 DL0530;                    North         East    Units  Estimated Accuracy
 DL0530;SPC AR S     -   477,250.      290,930.      MT  (+/- 180 meters Scaled)
 DL0530
 DL0530                          SUPERSEDED SURVEY CONTROL
 DL0530
 DL0530  NGVD 29 (??/??/92)   83.381  (m)          273.56   (f) ADJ UNCH    1 2
 DL0530
 DL0530.Superseded values are not recommended for survey control.
 DL0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0530.See file dsdata.txt to determine how the superseded data were derived.
 DL0530
 DL0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS840909(NAD 83)
 DL0530_MARKER: DB = BENCH MARK DISK
 DL0530_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0530_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0530_STAMPING: W 204 1960
 DL0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0530
 DL0530  HISTORY     - Date     Condition        Report By
 DL0530  HISTORY     - 1960     MONUMENTED       CGS
 DL0530  HISTORY     - 1968     MARK NOT FOUND   USGS
 DL0530
 DL0530                          STATION DESCRIPTION
 DL0530
 DL0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0530'2.3 MI NE FROM MCNEIL.
 DL0530'ABOUT 2.3 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0530'FROM THE STATION AT MCNEIL, IN SECTION 9, T 16 S, R 20 W, 9 1/2 POLES
 DL0530'NORTHEAST OF MILEPOST 366, AT THE NORTHEAST END OF A CURVE IN THE
 DL0530'TRACKS, 50 FEET NORTHWEST OF THE NORTHWEST RAIL, 29 FEET SOUTHWEST OF
 DL0530'A TELEPHONE POLE, 21 FEET NORTHWEST OF A POWER POLE, 3 FEET NORTHWEST
 DL0530'OF A FENCE, 2 FEET NORTHWEST OF A 4X4-INCH POST PROJECTING 4 FEET,
 DL0530'ABOUT 8 FEET BELOW THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE
 DL0530'PROJECTING 12 INCHES.
 DL0530
 DL0530                          STATION RECOVERY (1968)
 DL0530
 DL0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DL0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1339 ***********************************************************************
 FF1339  DESIGNATION -  W 205
 FF1339  PID         -  FF1339
 FF1339  STATE/COUNTY-  AR/WHITE
 FF1339  USGS QUAD   -  BALD KNOB (1994)
 FF1339
 FF1339                         *CURRENT SURVEY CONTROL
 FF1339  ___________________________________________________________________
 FF1339* NAD 83(1986)-  35 20 31.     (N)    091 33 52.     (W)     SCALED    
 FF1339* NAVD 88     -        92.897  (meters)     304.78   (feet)  ADJUSTED  
 FF1339  ___________________________________________________________________
 FF1339  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1339  DYNAMIC HT  -          92.815 (meters)     304.51  (feet)  COMP
 FF1339  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FF1339
 FF1339  VERT ORDER  -  SECOND    CLASS 0
 FF1339
 FF1339.The horizontal coordinates were scaled from a topographic map and have
 FF1339.an estimated accuracy of +/- 6 seconds.
 FF1339
 FF1339.The orthometric height was determined by differential leveling
 FF1339.and adjusted by the National Geodetic Survey in June 1991..
 FF1339
 FF1339.The geoid height was determined by GEOID03.
 FF1339
 FF1339.The dynamic height is computed by dividing the NAVD 88
 FF1339.geopotential number by the normal gravity value computed on the
 FF1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1339.degrees latitude (g = 980.6199 gals.).
 FF1339
 FF1339.The modeled gravity was interpolated from observed gravity values.
 FF1339
 FF1339;                    North         East    Units  Estimated Accuracy
 FF1339;SPC AR N     -   111,980.      439,590.      MT  (+/- 180 meters Scaled)
 FF1339
 FF1339                          SUPERSEDED SURVEY CONTROL
 FF1339
 FF1339  NGVD 29 (??/??/??)   92.849  (m)          304.62   (f) ADJUSTED    2 0
 FF1339
 FF1339.Superseded values are not recommended for survey control.
 FF1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1339.See file dsdata.txt to determine how the superseded data were derived.
 FF1339
 FF1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV304119(NAD 83)
 FF1339_MARKER: DB = BENCH MARK DISK
 FF1339_SETTING: 66 = SET IN ROCK OUTCROP
 FF1339_SP_SET: BEDROCK
 FF1339_STAMPING: W 205 1962
 FF1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1339+STABILITY: POSITION/ELEVATION WELL
 FF1339
 FF1339  HISTORY     - Date     Condition        Report By
 FF1339  HISTORY     - 1962     MONUMENTED       CGS
 FF1339  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1339
 FF1339                          STATION DESCRIPTION
 FF1339
 FF1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1339'2.8 MI N FROM BALD KNOB.
 FF1339'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1339'STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY TO
 FF1339'THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, THENCE 1.8 MILES
 FF1339'NORTH ALONG U.S. HIGHWAY 167, 35 FEET WEST OF THE CENTERLINE
 FF1339'OF THE HIGHWAY, 12 FEET EAST OF A RIGHT OF WAY FENCE, 8.6 FEET
 FF1339'SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL
 FF1339'OF THE HIGHWAY, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FF1339
 FF1339                          STATION RECOVERY (2003)
 FF1339
 FF1339'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1339'NEW 4 LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0260 ***********************************************************************
 FG0260  DESIGNATION -  W 206
 FG0260  PID         -  FG0260
 FG0260  STATE/COUNTY-  AR/WHITE
 FG0260  USGS QUAD   -  ROSE BUD (1994)
 FG0260
 FG0260                         *CURRENT SURVEY CONTROL
 FG0260  ___________________________________________________________________
 FG0260* NAD 83(1986)-  35 19 49.     (N)    092 03 45.     (W)     SCALED    
 FG0260* NAVD 88     -       214.038  (meters)     702.22   (feet)  ADJUSTED  
 FG0260  ___________________________________________________________________
 FG0260  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FG0260  DYNAMIC HT  -         213.839 (meters)     701.57  (feet)  COMP
 FG0260  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 FG0260
 FG0260  VERT ORDER  -  SECOND    CLASS 0
 FG0260
 FG0260.The horizontal coordinates were scaled from a topographic map and have
 FG0260.an estimated accuracy of +/- 6 seconds.
 FG0260
 FG0260.The orthometric height was determined by differential leveling
 FG0260.and adjusted by the National Geodetic Survey in June 1991..
 FG0260
 FG0260.The geoid height was determined by GEOID03.
 FG0260
 FG0260.The dynamic height is computed by dividing the NAVD 88
 FG0260.geopotential number by the normal gravity value computed on the
 FG0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0260.degrees latitude (g = 980.6199 gals.).
 FG0260
 FG0260.The modeled gravity was interpolated from observed gravity values.
 FG0260
 FG0260;                    North         East    Units  Estimated Accuracy
 FG0260;SPC AR N     -   110,600.      394,320.      MT  (+/- 180 meters Scaled)
 FG0260
 FG0260                          SUPERSEDED SURVEY CONTROL
 FG0260
 FG0260  NGVD 29 (??/??/92)  213.992  (m)          702.07   (f) ADJ UNCH    2 0
 FG0260
 FG0260.Superseded values are not recommended for survey control.
 FG0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0260.See file dsdata.txt to determine how the superseded data were derived.
 FG0260
 FG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV852100(NAD 83)
 FG0260_MARKER: DB = BENCH MARK DISK
 FG0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0260_SP_SET: CULVERT
 FG0260_STAMPING: W 206 1962
 FG0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0260
 FG0260  HISTORY     - Date     Condition        Report By
 FG0260  HISTORY     - 1962     MONUMENTED       CGS
 FG0260  HISTORY     - 1967     GOOD             NGS
 FG0260  HISTORY     - 20041202 GOOD             NGS
 FG0260
 FG0260                          STATION DESCRIPTION
 FG0260
 FG0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0260'1.1 MI E FROM ROSE BUD.
 FG0260'IT IS 1.1 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN
 FG0260'ROSE BUD, 21 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.4 FEET WEST OF
 FG0260'THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT AND CEMENTED
 FG0260'IN THE TOP OF THE CULVERT.
 FG0260
 FG0260                          STATION RECOVERY (2004)
 FG0260
 FG0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0171 ***********************************************************************
 FG0171  DESIGNATION -  W 207
 FG0171  PID         -  FG0171
 FG0171  STATE/COUNTY-  AR/FAULKNER
 FG0171  USGS QUAD   -  GUY (1994)
 FG0171
 FG0171                         *CURRENT SURVEY CONTROL
 FG0171  ___________________________________________________________________
 FG0171* NAD 83(1986)-  35 17 22.     (N)    092 22 26.     (W)     SCALED    
 FG0171* NAVD 88     -       198.392  (meters)     650.89   (feet)  ADJUSTED  
 FG0171  ___________________________________________________________________
 FG0171  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG0171  DYNAMIC HT  -         198.206 (meters)     650.28  (feet)  COMP
 FG0171  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FG0171
 FG0171  VERT ORDER  -  SECOND    CLASS 0
 FG0171
 FG0171.The horizontal coordinates were scaled from a topographic map and have
 FG0171.an estimated accuracy of +/- 6 seconds.
 FG0171
 FG0171.The orthometric height was determined by differential leveling
 FG0171.and adjusted by the National Geodetic Survey in June 1991..
 FG0171
 FG0171.The geoid height was determined by GEOID03.
 FG0171
 FG0171.The dynamic height is computed by dividing the NAVD 88
 FG0171.geopotential number by the normal gravity value computed on the
 FG0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0171.degrees latitude (g = 980.6199 gals.).
 FG0171
 FG0171.The modeled gravity was interpolated from observed gravity values.
 FG0171
 FG0171;                    North         East    Units  Estimated Accuracy
 FG0171;SPC AR N     -   106,140.      365,990.      MT  (+/- 180 meters Scaled)
 FG0171
 FG0171                          SUPERSEDED SURVEY CONTROL
 FG0171
 FG0171  NGVD 29 (??/??/92)  198.379  (m)          650.85   (f) ADJ UNCH    2 0
 FG0171
 FG0171.Superseded values are not recommended for survey control.
 FG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0171.See file dsdata.txt to determine how the superseded data were derived.
 FG0171
 FG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV569053(NAD 83)
 FG0171_MARKER: DB = BENCH MARK DISK
 FG0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0171_STAMPING: W 207 1962
 FG0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0171+STABILITY: SURFACE MOTION
 FG0171
 FG0171  HISTORY     - Date     Condition        Report By
 FG0171  HISTORY     - 1962     MONUMENTED       CGS
 FG0171
 FG0171                          STATION DESCRIPTION
 FG0171
 FG0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0171'3.4 MI S FROM GUY.
 FG0171'3.4 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT GUY,
 FG0171'45.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF THE
 FG0171'CENTER OF A DIRT ROAD LEADING WEST, 2.1 FEET NORTH OF A METAL WITNESS
 FG0171'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FEET ABOVE
 FG0171'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0268 ***********************************************************************
 FG0268  DESIGNATION -  W 208
 FG0268  PID         -  FG0268
 FG0268  STATE/COUNTY-  AR/FAULKNER
 FG0268  USGS QUAD   -  DAMASCUS (1994)
 FG0268
 FG0268                         *CURRENT SURVEY CONTROL
 FG0268  ___________________________________________________________________
 FG0268* NAD 83(1986)-  35 19 54.     (N)    092 23 58.     (W)     SCALED    
 FG0268* NAVD 88     -       188.545  (meters)     618.58   (feet)  ADJUSTED  
 FG0268  ___________________________________________________________________
 FG0268  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0268  DYNAMIC HT  -         188.370 (meters)     618.01  (feet)  COMP
 FG0268  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FG0268
 FG0268  VERT ORDER  -  SECOND    CLASS 0
 FG0268
 FG0268.The horizontal coordinates were scaled from a topographic map and have
 FG0268.an estimated accuracy of +/- 6 seconds.
 FG0268
 FG0268.The orthometric height was determined by differential leveling
 FG0268.and adjusted by the National Geodetic Survey in June 1991..
 FG0268
 FG0268.The geoid height was determined by GEOID03.
 FG0268
 FG0268.The dynamic height is computed by dividing the NAVD 88
 FG0268.geopotential number by the normal gravity value computed on the
 FG0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0268.degrees latitude (g = 980.6199 gals.).
 FG0268
 FG0268.The modeled gravity was interpolated from observed gravity values.
 FG0268
 FG0268;                    North         East    Units  Estimated Accuracy
 FG0268;SPC AR N     -   110,830.      363,690.      MT  (+/- 180 meters Scaled)
 FG0268
 FG0268                          SUPERSEDED SURVEY CONTROL
 FG0268
 FG0268  NGVD 29 (??/??/92)  188.530  (m)          618.54   (f) ADJ UNCH    2 0
 FG0268
 FG0268.Superseded values are not recommended for survey control.
 FG0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0268.See file dsdata.txt to determine how the superseded data were derived.
 FG0268
 FG0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV545099(NAD 83)
 FG0268_MARKER: DB = BENCH MARK DISK
 FG0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0268_SP_SET: CULVERT
 FG0268_STAMPING: W 208 1962
 FG0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0268
 FG0268  HISTORY     - Date     Condition        Report By
 FG0268  HISTORY     - 1962     MONUMENTED       CGS
 FG0268
 FG0268                          STATION DESCRIPTION
 FG0268
 FG0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0268'3.1 MI S FROM DAMASCUS.
 FG0268'3.1 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN
 FG0268'DAMASCUS, 27.2 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 65, 11.7
 FG0268'FEET EAST OF A FENCE, 6 INCHES NORTH OF THE SOUTH END OF A HEADWALL OF
 FG0268'A CULVERT, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, CEMENTED IN A
 FG0268'DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0367 ***********************************************************************
 FG0367  DESIGNATION -  W 209
 FG0367  PID         -  FG0367
 FG0367  STATE/COUNTY-  AR/CONWAY
 FG0367  USGS QUAD   -  MENIFEE (1991)
 FG0367
 FG0367                         *CURRENT SURVEY CONTROL
 FG0367  ___________________________________________________________________
 FG0367* NAD 83(1986)-  35 14 15.     (N)    092 36 11.     (W)     SCALED    
 FG0367* NAVD 88     -        97.536  (meters)     320.00   (feet)  ADJUSTED  
 FG0367  ___________________________________________________________________
 FG0367  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FG0367  DYNAMIC HT  -          97.444 (meters)     319.70  (feet)  COMP
 FG0367  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FG0367
 FG0367  VERT ORDER  -  SECOND    CLASS 0
 FG0367
 FG0367.The horizontal coordinates were scaled from a topographic map and have
 FG0367.an estimated accuracy of +/- 6 seconds.
 FG0367
 FG0367.The orthometric height was determined by differential leveling
 FG0367.and adjusted by the National Geodetic Survey in June 1991..
 FG0367
 FG0367.The geoid height was determined by GEOID03.
 FG0367
 FG0367.The dynamic height is computed by dividing the NAVD 88
 FG0367.geopotential number by the normal gravity value computed on the
 FG0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0367.degrees latitude (g = 980.6199 gals.).
 FG0367
 FG0367.The modeled gravity was interpolated from observed gravity values.
 FG0367
 FG0367;                    North         East    Units  Estimated Accuracy
 FG0367;SPC AR N     -   100,480.      345,110.      MT  (+/- 180 meters Scaled)
 FG0367
 FG0367                          SUPERSEDED SURVEY CONTROL
 FG0367
 FG0367  NGVD 29 (??/??/92)   97.543  (m)          320.02   (f) ADJ UNCH    2 0
 FG0367
 FG0367.Superseded values are not recommended for survey control.
 FG0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0367.See file dsdata.txt to determine how the superseded data were derived.
 FG0367
 FG0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU361994(NAD 83)
 FG0367_MARKER: DB = BENCH MARK DISK
 FG0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0367_SP_SET: CULVERT
 FG0367_STAMPING: W 209 1962
 FG0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0367
 FG0367  HISTORY     - Date     Condition        Report By
 FG0367  HISTORY     - 1962     MONUMENTED       CGS
 FG0367  HISTORY     - 1967     GOOD             NGS
 FG0367
 FG0367                          STATION DESCRIPTION
 FG0367
 FG0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0367'6.4 MI N FROM PLUMERVILLE.
 FG0367'IT IS 6.4 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U.S.
 FG0367'HIGHWAY 64 AND STATE HIGHWAY 92 IN PLUMERVILLE, 80 FEET SOUTH OF A
 FG0367'POWERLINE POLE, 19 FEET EAST OF THE CENTER OF STATE HIGHWAY 92 AND
 FG0367'CEMENTED IN A DRILL HOLE IN THE NORTH END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0108 ***********************************************************************
 EK0108  DESIGNATION -  W 21
 EK0108  PID         -  EK0108
 EK0108  STATE/COUNTY-  AR/POLK
 EK0108  USGS QUAD   -  WICKES (1985)
 EK0108
 EK0108                         *CURRENT SURVEY CONTROL
 EK0108  ___________________________________________________________________
 EK0108* NAD 83(1986)-  34 18 05.     (N)    094 20 19.     (W)     SCALED    
 EK0108* NAVD 88     -       313.019  (meters)    1026.96   (feet)  ADJUSTED  
 EK0108  ___________________________________________________________________
 EK0108  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EK0108  DYNAMIC HT  -         312.691 (meters)    1025.89  (feet)  COMP
 EK0108  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 EK0108
 EK0108  VERT ORDER  -  FIRST     CLASS II
 EK0108
 EK0108.The horizontal coordinates were scaled from a topographic map and have
 EK0108.an estimated accuracy of +/- 6 seconds.
 EK0108
 EK0108.The orthometric height was determined by differential leveling
 EK0108.and adjusted by the National Geodetic Survey in June 1991..
 EK0108
 EK0108.The geoid height was determined by GEOID03.
 EK0108
 EK0108.The dynamic height is computed by dividing the NAVD 88
 EK0108.geopotential number by the normal gravity value computed on the
 EK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0108.degrees latitude (g = 980.6199 gals.).
 EK0108
 EK0108.The modeled gravity was interpolated from observed gravity values.
 EK0108
 EK0108;                    North         East    Units  Estimated Accuracy
 EK0108;SPC AR S     -   583,770.      184,750.      MT  (+/- 180 meters Scaled)
 EK0108
 EK0108                          SUPERSEDED SURVEY CONTROL
 EK0108
 EK0108  NGVD 29 (??/??/92)  312.966  (m)         1026.79   (f) ADJ UNCH    1 2
 EK0108
 EK0108.Superseded values are not recommended for survey control.
 EK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0108.See file dsdata.txt to determine how the superseded data were derived.
 EK0108
 EK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT768963(NAD 83)
 EK0108_MARKER: DB = BENCH MARK DISK
 EK0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0108_SP_SET: CONCRETE BASE
 EK0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0108
 EK0108  HISTORY     - Date     Condition        Report By
 EK0108  HISTORY     - UNK      MONUMENTED       CGS
 EK0108  HISTORY     - 1932     GOOD             NGS
 EK0108  HISTORY     - 1961     GOOD             NGS
 EK0108  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0108
 EK0108                          STATION DESCRIPTION
 EK0108
 EK0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EK0108'IN WICKES.
 EK0108'IN WICKES, LOCATED ABOUT 3 FEET EAST OF THE WINDOW OF THE TICKET
 EK0108'OFFICE, IN THE CONCRETE BASE OF THE SWITCH SIGNAL.
 EK0108
 EK0108                          STATION RECOVERY (1961)
 EK0108
 EK0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0108'RECOVERED IN GOOD CONDITION.
 EK0108
 EK0108                          STATION RECOVERY (1985)
 EK0108
 EK0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0108'NOT RECOVERED, RAILROAD STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1931 ***********************************************************************
 FE1931  DESIGNATION -  W 213
 FE1931  PID         -  FE1931
 FE1931  STATE/COUNTY-  AR/MISSISSIPPI
 FE1931  USGS QUAD   -  ROSA (1983)
 FE1931
 FE1931                         *CURRENT SURVEY CONTROL
 FE1931  ___________________________________________________________________
 FE1931* NAD 83(1986)-  35 50 16.     (N)    089 49 55.     (W)     SCALED    
 FE1931* NAVD 88     -        82.715  (meters)     271.37   (feet)  ADJUSTED  
 FE1931  ___________________________________________________________________
 FE1931  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE1931  DYNAMIC HT  -          82.645 (meters)     271.14  (feet)  COMP
 FE1931  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 FE1931
 FE1931  VERT ORDER  -  FIRST     CLASS I
 FE1931
 FE1931.The horizontal coordinates were scaled from a topographic map and have
 FE1931.an estimated accuracy of +/- 6 seconds.
 FE1931
 FE1931.The orthometric height was determined by differential leveling
 FE1931.and adjusted by the National Geodetic Survey in June 1991..
 FE1931
 FE1931.The geoid height was determined by GEOID03.
 FE1931
 FE1931.The dynamic height is computed by dividing the NAVD 88
 FE1931.geopotential number by the normal gravity value computed on the
 FE1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1931.degrees latitude (g = 980.6199 gals.).
 FE1931
 FE1931.The modeled gravity was interpolated from observed gravity values.
 FE1931
 FE1931;                    North         East    Units  Estimated Accuracy
 FE1931;SPC AR N     -   169,060.      595,850.      MT  (+/- 180 meters Scaled)
 FE1931
 FE1931                          SUPERSEDED SURVEY CONTROL
 FE1931
 FE1931  NGVD 29 (??/??/??)   82.651  (m)          271.16   (f) ADJUSTED    1 1
 FE1931
 FE1931.Superseded values are not recommended for survey control.
 FE1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1931.See file dsdata.txt to determine how the superseded data were derived.
 FE1931
 FE1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE442696(NAD 83)
 FE1931_MARKER: DB = BENCH MARK DISK
 FE1931_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1931_SP_SET: 4 FEET
 FE1931_STAMPING: W 213 1976
 FE1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1931+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 FE1931
 FE1931  HISTORY     - Date     Condition        Report By
 FE1931  HISTORY     - 1976     MONUMENTED       NGS
 FE1931  HISTORY     - 20020727 GOOD             USACE
 FE1931
 FE1931                          STATION DESCRIPTION
 FE1931
 FE1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1931'6.3 MI SW FROM BARFIELD.
 FE1931'6.3 MILES SOUTHWEST ALONG THE LEVEE FROM THE JUNCTION OF STATE HIGH-
 FE1931'WAY 18, 17.5 FEET WEST OF THE CENTER OF THE LEVEE, AND 1.2 FEET EAST
 FE1931'OF MILEPOST 63/64. A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FE1931'SET TO A DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE, AND 1 FOOT
 FE1931'NORTH OF A WITNESS POST.
 FE1931
 FE1931                          STATION RECOVERY (2002)
 FE1931
 FE1931'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1881 ***********************************************************************
 FE1881  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1881  DESIGNATION -  W 214
 FE1881  PID         -  FE1881
 FE1881  STATE/COUNTY-  AR/MISSISSIPPI
 FE1881  USGS QUAD   -  NODENA (1983)
 FE1881
 FE1881                         *CURRENT SURVEY CONTROL
 FE1881  ___________________________________________________________________
 FE1881* NAD 83(1997)-  35 34 19.27759(N)    089 57 19.34033(W)     ADJUSTED  
 FE1881* NAVD 88     -        79.21   (meters)     259.9    (feet)  GPS OBS   
 FE1881  ___________________________________________________________________
 FE1881  X           -       4,045.458 (meters)                     COMP
 FE1881  Y           -  -5,193,807.333 (meters)                     COMP
 FE1881  Z           -   3,689,700.611 (meters)                     COMP
 FE1881  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 FE1881  ELLIP HEIGHT-          51.74  (meters)          (08/22/02) GPS OBS
 FE1881  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1881  DYNAMIC HT  -          79.14  (meters)     259.6   (feet)  COMP
 FE1881  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 FE1881
 FE1881  HORZ ORDER  -  B
 FE1881  VERT ORDER  -  FIRST     CLASS I (See Below)
 FE1881  ELLP ORDER  -  THIRD     CLASS I
 FE1881
 FE1881.The horizontal coordinates were established by GPS observations
 FE1881.and adjusted by the National Geodetic Survey in August 2002..
 FE1881
 FE1881.The orthometric height was determined by GPS observations and a
 FE1881.high-resolution geoid model using precise GPS observation and
 FE1881.processing techniques. It supersedes the leveled height previously
 FE1881.determined for this station.
 FE1881.The vertical order pertains to the first NAVD 88 superseded value.
 FE1881
 FE1881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1881
 FE1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1881
 FE1881.The ellipsoidal height was determined by GPS observations
 FE1881.and is referenced to NAD 83.
 FE1881
 FE1881.The geoid height was determined by GEOID03.
 FE1881
 FE1881.The dynamic height is computed by dividing the NAVD 88
 FE1881.geopotential number by the normal gravity value computed on the
 FE1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1881.degrees latitude (g = 980.6199 gals.).
 FE1881
 FE1881.The modeled gravity was interpolated from observed gravity values.
 FE1881
 FE1881;                    North         East     Units Scale Factor Converg.
 FE1881;SPC AR N     -   139,346.012   585,316.900   MT  0.99993596   +1 11 23.2
 FE1881;SPC AR N     -   457,171.04  1,920,327.20   sFT  0.99993596   +1 11 23.2
 FE1881;UTM  16      - 3,940,501.440   232,168.889   MT  1.00048407   -1 43 12.9
 FE1881;UTM  15      - 3,940,748.119   775,922.336   MT  1.00053830   +1 46 20.1
 FE1881
 FE1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1881!SPC AR N     -   0.99999188  x   0.99993596  =   0.99992784
 FE1881!UTM  16      -   0.99999188  x   1.00048407  =   1.00047595
 FE1881!UTM  15      -   0.99999188  x   1.00053830  =   1.00053017
 FE1881
 FE1881                          SUPERSEDED SURVEY CONTROL
 FE1881
 FE1881  NAVD 88 (06/15/91)   79.266  (m)          260.06   (f) ADJUSTED    1 1
 FE1881  NGVD 29 (??/??/??)   79.234  (m)          259.95   (f) ADJUSTED    1 1
 FE1881
 FE1881.Superseded values are not recommended for survey control.
 FE1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1881.See file dsdata.txt to determine how the superseded data were derived.
 FE1881
 FE1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3216940501(NAD 83)
 FE1881_MARKER: DB = BENCH MARK DISK
 FE1881_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1881_SP_SET: 4 FEET
 FE1881_STAMPING: W 214 1976
 FE1881_MARK LOGO: NGS   
 FE1881_PROJECTION: RECESSED 8 CENTIMETERS
 FE1881_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1881+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 FE1881_ROD/PIPE-DEPTH:  1.2 meters
 FE1881
 FE1881  HISTORY     - Date     Condition        Report By
 FE1881  HISTORY     - 1976     MONUMENTED       NGS
 FE1881  HISTORY     - 20000901 GOOD             USE
 FE1881  HISTORY     - 20011004 GOOD             3001
 FE1881  HISTORY     - 20020418 GOOD             EMCINC
 FE1881  HISTORY     - 20050512 GOOD             USACE
 FE1881
 FE1881                          STATION DESCRIPTION
 FE1881
 FE1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1881'7.3 MI NE FROM WILSON.
 FE1881'7.3 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1881'STREET AT WILSON, 19 FEET WEST OF THE CENTER OF THE LEVEE, AND
 FE1881'2.7 FEET SOUTH OF MILEPOST 96/97.  A DISK ON THE TOP OF A COPPER
 FE1881'COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 1 FOOT BELOW THE LEVEE
 FE1881', AND 2 FEET SOUTH OF A WITNESS POST.
 FE1881
 FE1881                          STATION RECOVERY (2000)
 FE1881
 FE1881'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1881'RECOVERED IN GOOD CONDITION.
 FE1881
 FE1881                          STATION RECOVERY (2001)
 FE1881
 FE1881'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FE1881'THE STATION IS LOCATED IN MISSISSPPI COUNTY, ARKANSAS 4.76 AIR MILES
 FE1881'EAST OF WILSON, 5.25
 FE1881'AIR MILES SOUTEAST OF GRIDER, 5.38 AIR MILES WEST OF BURLISON, TN, IN
 FE1881'TIPTON COUNTY
 FE1881' 
 FE1881'TO REACH THE STATION FROM THE INTERSECTION OF UNION ST. AND US 61 IN
 FE1881'WILSON, AR GO 0.84
 FE1881'MILES NORTH ON HWY 61 TO EAST CR 956. GO 3.9 MILES EAST ON CR 956 TO
 FE1881'THE LEVEE ROAD, GO
 FE1881'SOUTH ON LEVEE ROAD .90 MILES TO LEVEE MILE POST 96/97
 FE1881' 
 FE1881'THE STATION IS 2.7 FEET SOUTH OF LEVEE MILE POST 96/97, 19 FEET WEST
 FE1881'ON THE CENTER LINE OF
 FE1881'LEVEE W214 IS A BRASS DISK ON THE TOP OF A COPPER COATED STEEL ROD,
 FE1881'SET TO A DEPTH OF 4
 FE1881'FEET, 1 FOOT BELOW THE LEVEE AND 2 FEET SOUTH OF A WITNESS POST.
 FE1881' 
 FE1881'
 FE1881
 FE1881                          STATION RECOVERY (2002)
 FE1881
 FE1881'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FE1881'FOUND AS DESCRIBED.
 FE1881'
 FE1881
 FE1881                          STATION RECOVERY (2005)
 FE1881
 FE1881'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1013 ***********************************************************************
 FF1013  DESIGNATION -  W 215
 FF1013  PID         -  FF1013
 FF1013  STATE/COUNTY-  AR/MISSISSIPPI
 FF1013  USGS QUAD   -  WILSON (1983)
 FF1013
 FF1013                         *CURRENT SURVEY CONTROL
 FF1013  ___________________________________________________________________
 FF1013* NAD 83(1986)-  35 31 53.     (N)    090 02 55.     (W)     SCALED    
 FF1013* NAVD 88     -        76.681  (meters)     251.58   (feet)  ADJUSTED  
 FF1013  ___________________________________________________________________
 FF1013  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF1013  DYNAMIC HT  -          76.614 (meters)     251.36  (feet)  COMP
 FF1013  MODELED GRAV-     979,759.2   (mgal)                       NAVD 88
 FF1013
 FF1013  VERT ORDER  -  FIRST     CLASS I
 FF1013
 FF1013.The horizontal coordinates were scaled from a topographic map and have
 FF1013.an estimated accuracy of +/- 6 seconds.
 FF1013
 FF1013.The orthometric height was determined by differential leveling
 FF1013.and adjusted by the National Geodetic Survey in June 1991..
 FF1013
 FF1013.The geoid height was determined by GEOID03.
 FF1013
 FF1013.The dynamic height is computed by dividing the NAVD 88
 FF1013.geopotential number by the normal gravity value computed on the
 FF1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1013.degrees latitude (g = 980.6199 gals.).
 FF1013
 FF1013.The modeled gravity was interpolated from observed gravity values.
 FF1013
 FF1013;                    North         East    Units  Estimated Accuracy
 FF1013;SPC AR N     -   134,670.      576,960.      MT  (+/- 180 meters Scaled)
 FF1013
 FF1013                          SUPERSEDED SURVEY CONTROL
 FF1013
 FF1013  NGVD 29 (??/??/??)   76.656  (m)          251.50   (f) ADJUSTED    1 1
 FF1013
 FF1013.Superseded values are not recommended for survey control.
 FF1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1013.See file dsdata.txt to determine how the superseded data were derived.
 FF1013
 FF1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV676359(NAD 83)
 FF1013_MARKER: DB = BENCH MARK DISK
 FF1013_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1013_SP_SET: METAL ROD WITH BASE PLATE
 FF1013_STAMPING: W 215 1976
 FF1013_MARK LOGO: NGS   
 FF1013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1013+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 FF1013
 FF1013  HISTORY     - Date     Condition        Report By
 FF1013  HISTORY     - 1976     MONUMENTED       NGS
 FF1013  HISTORY     - 20001101 GOOD             USE
 FF1013  HISTORY     - 20020320 GOOD             USACE
 FF1013
 FF1013                          STATION DESCRIPTION
 FF1013
 FF1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1013'2.2 MI SW FROM WILSON.
 FF1013'2.2 MILES SOUTHWEST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FF1013'STREET AT WILSON, 34 FEET WEST OF THE CENTER OF LEVEE, AND 3 FEET
 FF1013'EAST OF MILEPOST 105/106. A DISK ON THE TOP OF A COPPER-COATED STEEL
 FF1013'ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1 FOOT NORTH
 FF1013'OF A WITNESS POST.
 FF1013
 FF1013                          STATION RECOVERY (2000)
 FF1013
 FF1013'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1013'RECOVERED IN GOOD CONDITION.
 FF1013
 FF1013                          STATION RECOVERY (2002)
 FF1013
 FF1013'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1087 ***********************************************************************
 FF1087  DESIGNATION -  W 216
 FF1087  PID         -  FF1087
 FF1087  STATE/COUNTY-  AR/CRITTENDEN
 FF1087  USGS QUAD   -  JERICHO (1993)
 FF1087
 FF1087                         *CURRENT SURVEY CONTROL
 FF1087  ___________________________________________________________________
 FF1087* NAD 83(1997)-  35 22 19.99221(N)    090 10 05.26850(W)     ADJUSTED  
 FF1087* NAVD 88     -        76.113  (meters)     249.71   (feet)  ADJUSTED  
 FF1087  ___________________________________________________________________
 FF1087  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FF1087  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF1087  DYNAMIC HT  -          76.046 (meters)     249.49  (feet)  COMP
 FF1087  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 FF1087
 FF1087  HORZ ORDER  -  SECOND
 FF1087  VERT ORDER  -  FIRST     CLASS I
 FF1087
 FF1087.The horizontal coordinates were established by classical geodetic methods
 FF1087.and adjusted by the National Geodetic Survey in September 1999..
 FF1087
 FF1087.The orthometric height was determined by differential leveling
 FF1087.and adjusted by the National Geodetic Survey in June 1991..
 FF1087
 FF1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1087
 FF1087.The geoid height was determined by GEOID03.
 FF1087
 FF1087.The dynamic height is computed by dividing the NAVD 88
 FF1087.geopotential number by the normal gravity value computed on the
 FF1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1087.degrees latitude (g = 980.6199 gals.).
 FF1087
 FF1087.The modeled gravity was interpolated from observed gravity values.
 FF1087
 FF1087;                    North         East     Units Scale Factor Converg.
 FF1087;SPC AR N     -   116,803.791   566,448.107   MT  0.99994274   +1 03 57.5
 FF1087;SPC AR N     -   383,213.77  1,858,421.83   sFT  0.99994274   +1 03 57.5
 FF1087;SPC TN       -   123,328.672   221,351.932   MT  0.99998068   -2 26 24.7
 FF1087;SPC TN       -   404,620.82    726,218.80   sFT  0.99998068   -2 26 24.7
 FF1087;UTM  15      - 3,918,004.380   757,271.987   MT  1.00041576   +1 38 24.8
 FF1087
 FF1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1087!SPC AR N     -   0.99999236  x   0.99994274  =   0.99993510
 FF1087!SPC TN       -   0.99999236  x   0.99998068  =   0.99997304
 FF1087!UTM  15      -   0.99999236  x   1.00041576  =   1.00040812
 FF1087
 FF1087                          SUPERSEDED SURVEY CONTROL
 FF1087
 FF1087  NAD 83(1997)-  35 22 19.99256(N)    090 10 05.26836(W) AD(       ) 2
 FF1087  NAD 83(1997)-  35 22 20.00275(N)    090 10 05.26893(W) AD(       ) 2
 FF1087  NAD 83(1986)-  35 22 20.00345(N)    090 10 05.26880(W) AD(       ) 2
 FF1087  NAD 27      -  35 22 19.69659(N)    090 10 04.93287(W) AD(       ) 2
 FF1087  NGVD 29 (??/??/??)   76.097  (m)          249.66   (f) ADJUSTED    1 1
 FF1087
 FF1087.Superseded values are not recommended for survey control.
 FF1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1087.See file dsdata.txt to determine how the superseded data were derived.
 FF1087
 FF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5727218004(NAD 83)
 FF1087_MARKER: DB = BENCH MARK DISK
 FF1087_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1087+WITH SETTING: INTO GROUND
 FF1087_SP_SET: METAL ROD WITH BASE PLATE
 FF1087_STAMPING: W 216 1976
 FF1087_MARK LOGO: NGS   
 FF1087_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1087+STABILITY: SURFACE MOTION
 FF1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1087+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FF1087
 FF1087  HISTORY     - Date     Condition        Report By
 FF1087  HISTORY     - 1976     MONUMENTED       NGS
 FF1087  HISTORY     - 1979     GOOD             NGS
 FF1087  HISTORY     - 20000901 GOOD             USE
 FF1087
 FF1087                          STATION DESCRIPTION
 FF1087
 FF1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1087'18.0 MI SOUTH FROM WILSON.
 FF1087'18.0 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1087'AT WILSON, 21 FEET SOUTHWEST OF THE CENTER OF LEVEE, AND 1 FOOT
 FF1087'NORTH OF MILEPOST 128/129.
 FF1087'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1087'FEET.  1 FEET BLEOW THE LEVEE.  1 FEET SOUTH OF A WITNESS POST.
 FF1087
 FF1087                          STATION RECOVERY (1979)
 FF1087
 FF1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1087'THE STATION IS LOCATED ABOUT 10.9 KM SOUTH OF FRENCHMANS
 FF1087'BAYOU, 9.5 KM NORTHEAST OF CLARKEDALE, 8.0 KM EAST OF
 FF1087'TURRELL, AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.
 FF1087'PERMISSION TO USE THE STATION WAS OBTAINED FROM
 FF1087'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE ST FRANCIS LEVEE
 FF1087'DISTRICT, P.O. BOX 308, WEST MEMPHIS, AR 72301.
 FF1087'TELEPHONE NUMBER 501-735-1062.
 FF1087'
 FF1087'TO REACH THE STATION FROM THE POST OFFICE IN TURRELL, GO
 FF1087'EASTERLY ON STATE HIGHWAY 42 FOR 0.16 KM (0.1 MI) CROSSING
 FF1087'2 SETS OF RAILROAD TRACKS TO A CROSSROAD AND WHERE STATE
 FF1087'HIGHWAY 42 TURNS RIGHT AND GOES SOUTH.  TURN LEFT AND GO
 FF1087'NORTHERLY ON A PAVED ROAD FOR 0.8 KM (0.5 MI) TO A SIDE ROAD
 FF1087'RIGHT.  TURN RIGHT AND GO EASTERLY FOR 6.28 KM (3.9 MI) TO
 FF1087'WHERE THE PAVED ROAD TURNS SOUTH AND A DIRT RAOD STRAIGHT
 FF1087'AHEAD.  GO STRAIGHT AHEAD ON THE DIRT ROAD FOR 0.32 KM
 FF1087'(0.2 MI) TO TWO LOCKED GATES AND A CURVE.  CONTINUE AHEAD
 FF1087'ON THE DIRT ROAD FOLLOWING THE LEVEE FOR 0.8 KM (0.5 MI)
 FF1087'TO THE TOP OF THE LEVEE AND TWO LOCKED GATES.  TURN RIGHT,
 FF1087'PASS THROUGH THE GATE, AND GO SOUTHERLY ON THE LEVEE ROAD FOR
 FF1087'0.32 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 FF1087'
 FF1087'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FF1087'STAMPED---W 216 1976---,
 FF1087'CRIMPED TO THE TOP OF A METAL ROD ENCASED IN A
 FF1087'4-INCH PVC PIPE WITH CAP FLUSH WITH THE GROUND.
 FF1087'IT IS LOCATED
 FF1087'6.5 METERS SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD,
 FF1087'0.3 METER NORTH FROM MILEPOST 128/129, AND
 FF1087'0.3 METER SOUTH FROM A METAL WITNESS POST.
 FF1087'
 FF1087'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FF1087
 FF1087                          STATION RECOVERY (2000)
 FF1087
 FF1087'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1037 ***********************************************************************
 FF1037  DESIGNATION -  W 217
 FF1037  PID         -  FF1037
 FF1037  STATE/COUNTY-  AR/CRITTENDEN
 FF1037  USGS QUAD   -  FLETCHER LAKE (1993)
 FF1037
 FF1037                         *CURRENT SURVEY CONTROL
 FF1037  ___________________________________________________________________
 FF1037* NAD 83(1997)-  35 06 09.41186(N)    090 11 19.93896(W)     ADJUSTED  
 FF1037* NAVD 88     -        71.763  (meters)     235.44   (feet)  ADJUSTED  
 FF1037  ___________________________________________________________________
 FF1037  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FF1037  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1037  DYNAMIC HT  -          71.698 (meters)     235.23  (feet)  COMP
 FF1037  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FF1037
 FF1037  HORZ ORDER  -  SECOND
 FF1037  VERT ORDER  -  FIRST     CLASS II
 FF1037
 FF1037.The horizontal coordinates were established by classical geodetic methods
 FF1037.and adjusted by the National Geodetic Survey in September 1999..
 FF1037
 FF1037.The orthometric height was determined by differential leveling
 FF1037.and adjusted by the National Geodetic Survey in June 1991..
 FF1037
 FF1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1037
 FF1037.The geoid height was determined by GEOID03.
 FF1037
 FF1037.The dynamic height is computed by dividing the NAVD 88
 FF1037.geopotential number by the normal gravity value computed on the
 FF1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1037.degrees latitude (g = 980.6199 gals.).
 FF1037
 FF1037.The modeled gravity was interpolated from observed gravity values.
 FF1037
 FF1037;                    North         East     Units Scale Factor Converg.
 FF1037;SPC AR N     -    86,863.951   565,113.803   MT  0.99997103   +1 03 14.0
 FF1037;SPC AR N     -   284,986.15  1,854,044.20   sFT  0.99997103   +1 03 14.0
 FF1037;SPC TN       -    93,525.041   218,188.962   MT  1.00002928   -2 27 08.4
 FF1037;SPC TN       -   306,840.07    715,841.62   sFT  1.00002928   -2 27 08.4
 FF1037;UTM  15      - 3,888,039.066   756,234.535   MT  1.00040925   +1 37 02.6
 FF1037
 FF1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1037!SPC AR N     -   0.99999301  x   0.99997103  =   0.99996404
 FF1037!SPC TN       -   0.99999301  x   1.00002928  =   1.00002229
 FF1037!UTM  15      -   0.99999301  x   1.00040925  =   1.00040226
 FF1037
 FF1037                          SUPERSEDED SURVEY CONTROL
 FF1037
 FF1037  NAD 83(1997)-  35 06 09.41205(N)    090 11 19.93896(W) AD(       ) 2
 FF1037  NAD 83(1997)-  35 06 09.41562(N)    090 11 19.93821(W) AD(       ) 2
 FF1037  NAD 83(1986)-  35 06 09.42221(N)    090 11 19.93940(W) AD(       ) 2
 FF1037  NAD 27      -  35 06 09.09097(N)    090 11 19.59827(W) AD(       ) 2
 FF1037  NGVD 29 (??/??/??)   71.751  (m)          235.40   (f) ADJUSTED    1 2
 FF1037
 FF1037.Superseded values are not recommended for survey control.
 FF1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1037.See file dsdata.txt to determine how the superseded data were derived.
 FF1037
 FF1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5623588039(NAD 83)
 FF1037_MARKER: DB = BENCH MARK DISK
 FF1037_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1037+WITH SETTING: INTO GROUND
 FF1037_SP_SET: METAL ROD WITH BASE PLATE
 FF1037_STAMPING: W 217 1976
 FF1037_MARK LOGO: NGS   
 FF1037_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1037+STABILITY: SURFACE MOTION
 FF1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1037+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 FF1037
 FF1037  HISTORY     - Date     Condition        Report By
 FF1037  HISTORY     - 1976     MONUMENTED       NGS
 FF1037  HISTORY     - 1979     GOOD             NGS
 FF1037  HISTORY     - 20001206 GOOD             NGS
 FF1037  HISTORY     - 20001206 GOOD             USACE
 FF1037  HISTORY     - 20030206 GOOD             USACE
 FF1037
 FF1037                          STATION DESCRIPTION
 FF1037
 FF1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1037'5.4 MI SOUTH FROM WEST MEMPHIS.
 FF1037'5.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1037'HIGHWAY 55 AT WEST MEMPHIS, 0.1 MILE SOUTH OF THE INTERSECTION
 FF1037'OF A GRAVEL ROAD, 23 FEET WEST OF THE CENTER LINE OF THE LEVEE,
 FF1037'AND 2 FEET EAST OF MILEPOST 156/157.  A DISK ON THE TOP OF A COPPER-
 FF1037'COATED STEEL ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1
 FF1037'FEET NORTH OF A WITNESS POST.
 FF1037
 FF1037                          STATION RECOVERY (1979)
 FF1037
 FF1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1037'THE STATION IS LOCATED ABOUT 3.2 KILOMETERS (2 MI.) SOUTH OF
 FF1037'WEST MEMPHIS, 1.2 KILOMETERS (3/4 MI.) WEST OF THE
 FF1037'MISSISSIPPI RIVER AND ATOP THE MAIN LEVEE.  PERMISSION WAS
 FF1037'OBTAINED FROM THE CHIEF ENGINEER OF THE ST. FRANCIS LEVEE
 FF1037'DISTRICT, MR. BURRELL B. FAIR, P.O. BOX 308, WEST MEMPHIS,
 FF1037'ARKANSAS, 72301.  TELEPHONE 501-735-1062.
 FF1037'
 FF1037'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77, U.S.
 FF1037'HIGHWAYS 70 AND 79, GO WEST ON HIGHWAY 70 FOR 0.5 MILE (0.80 KM.)
 FF1037'TO AVALON STREET.  TURN LEFT AND GO SOUTH AND EAST ON AVALON
 FF1037'STREET FOR 1.65 MILES (2.66 KM.) TO WHERE THE ROAD TURNS RIGHT
 FF1037'AT THE END OF PAVEMENT.  TURN RIGHT, CROSS A RAILROAD TRACK AND
 FF1037'GO SOUTH ON A GRAVEL ROAD FOR 1.55 MILE (2.49 KM.) TO WHERE THE
 FF1037'ROAD TURNS RIGHT AND A LOCKED GATE ON THE LEFT.  TURN LEFT, PASS
 FF1037'THROUGH THE GATE AND GO EAST FOR 0.1 MILE (0.16 KM.) TO THE TOP
 FF1037'OF A LEVEE.  TURN RIGHT AND GO SOUTH ON TOP OF THE LEVEE FOR
 FF1037'0.1 MILE (0.16 KM.) TO THE STATION MARK ON THE RIGHT AT
 FF1037'MILEPOST 155/156.
 FF1037'
 FF1037'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FF1037'STAMPED---W 217 1976---,
 FF1037'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN INTO THE
 FF1037'GROUND, SURROUNDED BY A 4-INCH PVC PIPE WHICH IS SURROUNDED BY
 FF1037'CONCRETE.  IT IS LOCATED
 FF1037'7.0 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 FF1037'0.6 METER EAST FROM MILEPOST 155/156 AND
 FF1037'0.3 METER NORTH FROM A METAL WITNESS POST.
 FF1037'
 FF1037'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FF1037
 FF1037                          STATION RECOVERY (2000)
 FF1037
 FF1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 FF1037'RECOVERED IN GOOD CONDITION.
 FF1037
 FF1037                          STATION RECOVERY (2000)
 FF1037
 FF1037'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF1037'MARK RECOVERED IN GOOD CONDITION.
 FF1037
 FF1037                          STATION RECOVERY (2003)
 FF1037
 FF1037'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1039 ***********************************************************************
 FF1039  DESIGNATION -  W 218
 FF1039  PID         -  FF1039
 FF1039  STATE/COUNTY-  AR/CRITTENDEN
 FF1039  USGS QUAD   -  FLETCHER LAKE (1993)
 FF1039
 FF1039                         *CURRENT SURVEY CONTROL
 FF1039  ___________________________________________________________________
 FF1039* NAD 83(1986)-  35 04 32.     (N)    090 11 55.     (W)     SCALED    
 FF1039* NAVD 88     -        65.501  (meters)     214.90   (feet)  ADJUSTED  
 FF1039  ___________________________________________________________________
 FF1039  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1039  DYNAMIC HT  -          65.442 (meters)     214.70  (feet)  COMP
 FF1039  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 FF1039
 FF1039  VERT ORDER  -  FIRST     CLASS II
 FF1039
 FF1039.The horizontal coordinates were scaled from a topographic map and have
 FF1039.an estimated accuracy of +/- 6 seconds.
 FF1039
 FF1039.The orthometric height was determined by differential leveling
 FF1039.and adjusted by the National Geodetic Survey in June 1991..
 FF1039
 FF1039.The geoid height was determined by GEOID03.
 FF1039
 FF1039.The dynamic height is computed by dividing the NAVD 88
 FF1039.geopotential number by the normal gravity value computed on the
 FF1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1039.degrees latitude (g = 980.6199 gals.).
 FF1039
 FF1039.The modeled gravity was interpolated from observed gravity values.
 FF1039
 FF1039;                    North         East    Units  Estimated Accuracy
 FF1039;SPC AR N     -    83,850.      564,280.      MT  (+/- 180 meters Scaled)
 FF1039
 FF1039                          SUPERSEDED SURVEY CONTROL
 FF1039
 FF1039  NGVD 29 (??/??/??)   65.492  (m)          214.87   (f) ADJUSTED    1 2
 FF1039
 FF1039.Superseded values are not recommended for survey control.
 FF1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1039.See file dsdata.txt to determine how the superseded data were derived.
 FF1039
 FF1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU554850(NAD 83)
 FF1039_MARKER: DB = BENCH MARK DISK
 FF1039_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1039+WITH SETTING: INTO GROUND
 FF1039_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 FF1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1039+STABILITY: SURFACE MOTION
 FF1039
 FF1039  HISTORY     - Date     Condition        Report By
 FF1039  HISTORY     - 1976     MONUMENTED       NGS
 FF1039  HISTORY     - 20030206 MARK NOT FOUND   USACE
 FF1039
 FF1039                          STATION DESCRIPTION
 FF1039
 FF1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1039'7.4 MI SOUTH FROM WEST MEMPHIS.
 FF1039'7.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1039'HIGHWAT 55 AT WEST MEMPHIS, 0.15 MILE SOUTHWEST OF MILEPOST 158/
 FF1039'159, 150 YARDS WEST OF A GATE ON TOP OF LEVEE, 8 FEET EAST OF
 FF1039'THE NORTHEAST LEG OF A HIGH TENSION STEEL POWER TOWER, 33 FEET
 FF1039'NORTHEAST OF THE SOUTHEAST LEG OF THE TOWER AND SET AT THE TOE
 FF1039'OF THE LEVEE.  A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO
 FF1039'A DEPTH OF 43 FEET.  45 FEET BELOW THE LEVEE.  2 FEET WEST OF A
 FF1039'WITNESS POST.
 FF1039
 FF1039                          STATION RECOVERY (2003)
 FF1039
 FF1039'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1039'HIGH TENSION POWER TOWER HAS BEEN REMOVED AND MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0971 ***********************************************************************
 EH0971  DESIGNATION -  W 219
 EH0971  PID         -  EH0971
 EH0971  STATE/COUNTY-  AR/LEE
 EH0971  USGS QUAD   -  BRICKEYS (1984)
 EH0971
 EH0971                         *CURRENT SURVEY CONTROL
 EH0971  ___________________________________________________________________
 EH0971* NAD 83(1986)-  34 48 14.     (N)    090 31 06.     (W)     SCALED    
 EH0971* NAVD 88     -        65.557  (meters)     215.08   (feet)  ADJUSTED  
 EH0971  ___________________________________________________________________
 EH0971  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0971  DYNAMIC HT  -          65.496 (meters)     214.88  (feet)  COMP
 EH0971  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 EH0971
 EH0971  VERT ORDER  -  FIRST     CLASS II
 EH0971
 EH0971.The horizontal coordinates were scaled from a topographic map and have
 EH0971.an estimated accuracy of +/- 6 seconds.
 EH0971
 EH0971.The orthometric height was determined by differential leveling
 EH0971.and adjusted by the National Geodetic Survey in June 1991..
 EH0971
 EH0971.The geoid height was determined by GEOID03.
 EH0971
 EH0971.The dynamic height is computed by dividing the NAVD 88
 EH0971.geopotential number by the normal gravity value computed on the
 EH0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0971.degrees latitude (g = 980.6199 gals.).
 EH0971
 EH0971.The modeled gravity was interpolated from observed gravity values.
 EH0971
 EH0971;                    North         East    Units  Estimated Accuracy
 EH0971;SPC AR S     -   638,030.      535,580.      MT  (+/- 180 meters Scaled)
 EH0971
 EH0971                          SUPERSEDED SURVEY CONTROL
 EH0971
 EH0971  NGVD 29 (??/??/??)   65.579  (m)          215.15   (f) ADJUSTED    1 2
 EH0971
 EH0971.Superseded values are not recommended for survey control.
 EH0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0971.See file dsdata.txt to determine how the superseded data were derived.
 EH0971
 EH0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU270541(NAD 83)
 EH0971_MARKER: DB = BENCH MARK DISK
 EH0971_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0971+WITH SETTING: INTO GROUND
 EH0971_STAMPING: W 219 1976
 EH0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0971+STABILITY: SURFACE MOTION
 EH0971
 EH0971  HISTORY     - Date     Condition        Report By
 EH0971  HISTORY     - 1976     MONUMENTED       NGS
 EH0971  HISTORY     - 20010620 GOOD             NGS
 EH0971
 EH0971                          STATION DESCRIPTION
 EH0971
 EH0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0971'4.1 MI NE FROM WHITEHALL.
 EH0971'4.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0971'AT WHITEHALL, 18 FEET NORTH OF THE CENTER LINE OF THE LEVEE, AND 2
 EH0971'FEET EAST OF MILEPOST 201/202.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH0971'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. 2
 EH0971'FEET BELOW LEVEE 1 FOOT WEST OF A WITNESS POST.
 EH0971
 EH0971                          STATION RECOVERY (2001)
 EH0971
 EH0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 EH0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0143 ***********************************************************************
 DM0143  DESIGNATION -  W 22
 DM0143  PID         -  DM0143
 DM0143  STATE/COUNTY-  AR/MILLER
 DM0143  USGS QUAD   -  TEXARKANA (1975)
 DM0143
 DM0143                         *CURRENT SURVEY CONTROL
 DM0143  ___________________________________________________________________
 DM0143* NAD 83(1986)-  33 25 14.     (N)    094 00 46.     (W)     SCALED    
 DM0143* NAVD 88     -       105.431  (meters)     345.90   (feet)  ADJUSTED  
 DM0143  ___________________________________________________________________
 DM0143  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0143  DYNAMIC HT  -         105.319 (meters)     345.53  (feet)  COMP
 DM0143  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 DM0143
 DM0143  VERT ORDER  -  FIRST     CLASS II
 DM0143
 DM0143.The horizontal coordinates were scaled from a topographic map and have
 DM0143.an estimated accuracy of +/- 6 seconds.
 DM0143
 DM0143.The orthometric height was determined by differential leveling
 DM0143.and adjusted by the National Geodetic Survey in June 1991..
 DM0143
 DM0143.The geoid height was determined by GEOID03.
 DM0143
 DM0143.The dynamic height is computed by dividing the NAVD 88
 DM0143.geopotential number by the normal gravity value computed on the
 DM0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0143.degrees latitude (g = 980.6199 gals.).
 DM0143
 DM0143.The modeled gravity was interpolated from observed gravity values.
 DM0143
 DM0143;                    North         East    Units  Estimated Accuracy
 DM0143;SPC AR S     -   485,460.      212,810.      MT  (+/- 180 meters Scaled)
 DM0143
 DM0143                          SUPERSEDED SURVEY CONTROL
 DM0143
 DM0143  NGVD 29 (??/??/92)  105.456  (m)          345.98   (f) ADJ UNCH    1 2
 DM0143
 DM0143.Superseded values are not recommended for survey control.
 DM0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0143.See file dsdata.txt to determine how the superseded data were derived.
 DM0143
 DM0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS058983(NAD 83)
 DM0143_MARKER: DB = BENCH MARK DISK
 DM0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0143+STABILITY: SURFACE MOTION
 DM0143
 DM0143  HISTORY     - Date     Condition        Report By
 DM0143  HISTORY     - UNK      MONUMENTED       CGS
 DM0143  HISTORY     - 1932     GOOD             NGS
 DM0143  HISTORY     - 1963     MARK NOT FOUND   NGS
 DM0143  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0143  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0143  HISTORY     - 20040727 MARK NOT FOUND   ARHD
 DM0143
 DM0143                          STATION DESCRIPTION
 DM0143
 DM0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0143'1.9 MI E FROM TEXARKANA.
 DM0143'1.9 MILES EAST BY ST. LOUIS AND SOUTHWESTERN R.R.  23 3/4 POLES
 DM0143'NORTHWEST OF M.P. 416.  27 FT WEST OF C/L OF GRAVELED ROAD THAT
 DM0143'CROSSES TRACK DIAGONALLY.  40 FT NORTHEAST OF THE NORTHEAST RAIL.
 DM0143
 DM0143                          STATION RECOVERY (1963)
 DM0143
 DM0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DM0143'MARK NOT FOUND.
 DM0143
 DM0143                          STATION RECOVERY (1985)
 DM0143
 DM0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0143'MARK NOT FOUND.
 DM0143
 DM0143                          STATION RECOVERY (1997)
 DM0143
 DM0143'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0143'MARK NOT FOUND.
 DM0143
 DM0143                          STATION RECOVERY (2004)
 DM0143
 DM0143'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 DM0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0723 ***********************************************************************
 EH0723  DESIGNATION -  W 220
 EH0723  PID         -  EH0723
 EH0723  STATE/COUNTY-  AR/PHILLIPS
 EH0723  USGS QUAD   -  ELAINE (1982)
 EH0723
 EH0723                         *CURRENT SURVEY CONTROL
 EH0723  ___________________________________________________________________
 EH0723* NAD 83(1986)-  34 18 42.     (N)    090 46 00.     (W)     SCALED    
 EH0723* NAVD 88     -        58.954  (meters)     193.42   (feet)  ADJUSTED  
 EH0723  ___________________________________________________________________
 EH0723  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0723  DYNAMIC HT  -          58.896 (meters)     193.23  (feet)  COMP
 EH0723  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 EH0723
 EH0723  VERT ORDER  -  FIRST     CLASS II
 EH0723
 EH0723.The horizontal coordinates were scaled from a topographic map and have
 EH0723.an estimated accuracy of +/- 6 seconds.
 EH0723
 EH0723.The orthometric height was determined by differential leveling
 EH0723.and adjusted by the National Geodetic Survey in June 1991..
 EH0723
 EH0723.The geoid height was determined by GEOID03.
 EH0723
 EH0723.The dynamic height is computed by dividing the NAVD 88
 EH0723.geopotential number by the normal gravity value computed on the
 EH0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0723.degrees latitude (g = 980.6199 gals.).
 EH0723
 EH0723.The modeled gravity was interpolated from observed gravity values.
 EH0723
 EH0723;                    North         East    Units  Estimated Accuracy
 EH0723;SPC AR S     -   583,140.      513,510.      MT  (+/- 180 meters Scaled)
 EH0723
 EH0723                          SUPERSEDED SURVEY CONTROL
 EH0723
 EH0723  NGVD 29 (??/??/??)   59.009  (m)          193.60   (f) ADJUSTED    1 2
 EH0723
 EH0723.Superseded values are not recommended for survey control.
 EH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0723.See file dsdata.txt to determine how the superseded data were derived.
 EH0723
 EH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT055989(NAD 83)
 EH0723_MARKER: DB = BENCH MARK DISK
 EH0723_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0723+WITH SETTING: INTO GROUND
 EH0723_STAMPING: W 220 1976
 EH0723_MARK LOGO: NGS   
 EH0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0723+STABILITY: SURFACE MOTION
 EH0723
 EH0723  HISTORY     - Date     Condition        Report By
 EH0723  HISTORY     - 1976     MONUMENTED       NGS
 EH0723  HISTORY     - 1985     GOOD             NGS
 EH0723
 EH0723                          STATION DESCRIPTION
 EH0723
 EH0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0723'15.1 MI N FROM MELLWOOD.
 EH0723'15.1 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0723'MELLWOOD, 12 FEET WEST OF THE CENTER LINE OF THE LEVEE, 103 FEET SOUTH
 EH0723'OF MILEPOST 25/26, AND AT A SPUR LEVEE LEADING EAST.  A DISK ON TOP OF
 EH0723'A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0723'PROJECTING +0 INCHES.  1 FOOT BELOW LEVEE 1 FOOT SOUTH OF A WITNESS
 EH0723'POST.
 EH0723
 EH0723                          STATION RECOVERY (1985)
 EH0723
 EH0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0707 ***********************************************************************
 EH0707  DESIGNATION -  W 221
 EH0707  PID         -  EH0707
 EH0707  STATE/COUNTY-  AR/PHILLIPS
 EH0707  USGS QUAD   -  MOON LAKE (1964)
 EH0707
 EH0707                         *CURRENT SURVEY CONTROL
 EH0707  ___________________________________________________________________
 EH0707* NAD 83(1986)-  34 24 54.     (N)    090 37 02.     (W)     SCALED    
 EH0707* NAVD 88     -        54.745  (meters)     179.61   (feet)  ADJUSTED  
 EH0707  ___________________________________________________________________
 EH0707  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0707  DYNAMIC HT  -          54.692 (meters)     179.44  (feet)  COMP
 EH0707  MODELED GRAV-     979,660.3   (mgal)                       NAVD 88
 EH0707
 EH0707  VERT ORDER  -  FIRST     CLASS II
 EH0707
 EH0707.The horizontal coordinates were scaled from a topographic map and have
 EH0707.an estimated accuracy of +/- 6 seconds.
 EH0707
 EH0707.The orthometric height was determined by differential leveling
 EH0707.and adjusted by the National Geodetic Survey in June 1991..
 EH0707.WARNING-Repeat measurements at this control monument indicate possible
 EH0707.vertical movement.
 EH0707
 EH0707.The geoid height was determined by GEOID03.
 EH0707
 EH0707.The dynamic height is computed by dividing the NAVD 88
 EH0707.geopotential number by the normal gravity value computed on the
 EH0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0707.degrees latitude (g = 980.6199 gals.).
 EH0707
 EH0707.The modeled gravity was interpolated from observed gravity values.
 EH0707
 EH0707;                    North         East    Units  Estimated Accuracy
 EH0707;SPC AR S     -   594,770.      527,110.      MT  (+/- 180 meters Scaled)
 EH0707
 EH0707                          SUPERSEDED SURVEY CONTROL
 EH0707
 EH0707  NGVD 29 (??/??/??)   54.782  (m)          179.73   (f) ADJUSTED    1 2
 EH0707
 EH0707.Superseded values are not recommended for survey control.
 EH0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0707.See file dsdata.txt to determine how the superseded data were derived.
 EH0707
 EH0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU189107(NAD 83)
 EH0707_MARKER: DB = BENCH MARK DISK
 EH0707_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0707_SP_SET: 28 FT.
 EH0707_MARK LOGO: CGS   
 EH0707_PROJECTION: FLUSH
 EH0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH0707+STABILITY: POSITION/ELEVATION WELL
 EH0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0707+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 EH0707_ROD/PIPE-DEPTH: 8.5  meters
 EH0707
 EH0707  HISTORY     - Date     Condition        Report By
 EH0707  HISTORY     - 1976     MONUMENTED       NGS
 EH0707  HISTORY     - 1976     GOOD             NGS
 EH0707  HISTORY     - 1985     GOOD             NGS
 EH0707  HISTORY     - 20001010 MARK NOT FOUND   USE
 EH0707
 EH0707                          STATION DESCRIPTION
 EH0707
 EH0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0707'9.2 MI S FROM HELENA.
 EH0707'9.2 MILES SOUTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0707'HELENA, 234 FEET SOUTHWEST OF A FENCE AT THE TOE OF THE LEVEE, ABOUT
 EH0707'250 YARDS NORTHEAST OF A CATTLE SHED, 195 FEET NORTHWEST OF THE CENTER
 EH0707'LINE OF THE LEVEE, AND 183 FEET NORTHWEST OF MILEPOST 10/11. A DISK ON
 EH0707'TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 28 FEET ENCASED IN A
 EH0707'PIPE PROJECTING +0 INCHES.  40 FEET BELOW LEVEE.  2 FEET SOUTHWEST OF
 EH0707'A WITNESS POST.
 EH0707
 EH0707                          STATION RECOVERY (1985)
 EH0707
 EH0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0707'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  14.8 KM
 EH0707'(9.2 MI) SOUTHERLY ALONG THE LEVEE FROM THE EAST END OF PERRY STREET
 EH0707'IN HELENA, LOCATED NEAR THE TOE OF THE LEVEE, SET BETWEEN TWO WITNESS
 EH0707'POSTS, 71.3 METERS (234.0 FT) SOUTHWEST OF A FENCE LINE, 59.4 METERS
 EH0707'(195.8 FT) NORTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND
 EH0707'55.8 METERS (183.0 FT) NORTHWEST OF MILEPOST NUMBER 10/11.  NOTE, THE
 EH0707'BENCH MARK IS A COPPER CLAD STEEL ROD WITH DATUM CAP ATTACHED TO THE
 EH0707'TOP OF THE ROD, ENCASED INSIDE A 2-INCH SLEEVE OF UNDETERMINED LENGTH,
 EH0707'INSIDE A 4-INCH PVC PIPE WITH CEMENT ENCIRCLING THE PIPE, A 1-INCH
 EH0707'BRASS CGS WASHER IS EMBEDDED IN THE TOP OF THE CEMENT, NO DATE IS
 EH0707'STAMPED.
 EH0707'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH0707'THE MARK IS 12.2 M BELOW TOP OF LEVEE.
 EH0707
 EH0707                          STATION RECOVERY (2000)
 EH0707
 EH0707'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0707'NOT RECOVERED.  RAILROAD HAS BEEN BUILT AT SITE LOCATION.  SUSPECT
 EH0707'DESTROYED OR UNDER TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0997 ***********************************************************************
 EH0997  DESIGNATION -  W 222
 EH0997  PID         -  EH0997
 EH0997  STATE/COUNTY-  AR/PHILLIPS
 EH0997  USGS QUAD   -  WEST HELENA (1982)
 EH0997
 EH0997                         *CURRENT SURVEY CONTROL
 EH0997  ___________________________________________________________________
 EH0997* NAD 83(1986)-  34 37 25.     (N)    090 37 36.     (W)     SCALED    
 EH0997* NAVD 88     -        65.228  (meters)     214.00   (feet)  ADJUSTED  
 EH0997  ___________________________________________________________________
 EH0997  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0997  DYNAMIC HT  -          65.166 (meters)     213.80  (feet)  COMP
 EH0997  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 EH0997
 EH0997  VERT ORDER  -  FIRST     CLASS II
 EH0997
 EH0997.The horizontal coordinates were scaled from a topographic map and have
 EH0997.an estimated accuracy of +/- 6 seconds.
 EH0997
 EH0997.The orthometric height was determined by differential leveling
 EH0997.and adjusted by the National Geodetic Survey in June 1991..
 EH0997
 EH0997.The geoid height was determined by GEOID03.
 EH0997
 EH0997.The dynamic height is computed by dividing the NAVD 88
 EH0997.geopotential number by the normal gravity value computed on the
 EH0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0997.degrees latitude (g = 980.6199 gals.).
 EH0997
 EH0997.The modeled gravity was interpolated from observed gravity values.
 EH0997
 EH0997;                    North         East    Units  Estimated Accuracy
 EH0997;SPC AR S     -   617,900.      525,930.      MT  (+/- 180 meters Scaled)
 EH0997
 EH0997                          SUPERSEDED SURVEY CONTROL
 EH0997
 EH0997  NGVD 29 (??/??/??)   65.261  (m)          214.11   (f) ADJUSTED    1 2
 EH0997
 EH0997.Superseded values are not recommended for survey control.
 EH0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0997.See file dsdata.txt to determine how the superseded data were derived.
 EH0997
 EH0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU175338(NAD 83)
 EH0997_MARKER: DB = BENCH MARK DISK
 EH0997_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0997+WITH SETTING: INTO GROUND
 EH0997_STAMPING: W 222 1976
 EH0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0997+STABILITY: SURFACE MOTION
 EH0997
 EH0997  HISTORY     - Date     Condition        Report By
 EH0997  HISTORY     - 1976     MONUMENTED       NGS
 EH0997
 EH0997                          STATION DESCRIPTION
 EH0997
 EH0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0997'8.15 MI N FROM HELENA.
 EH0997'1.65 MILES NORTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0997'HELENA, THENCE 6.5 MILES NORTH ALONG RIVER ROAD, 42 FEET NORTHEAST OF
 EH0997'THE CENTER LINE OF THE ROAD, AND AT A SMALL CLEARING.  A DISK ON TOP
 EH0997'OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0997'PROJECTING +0 INCHES.  8 FEET ABOVE ROAD 1 FOOT WEST OF A WITNESS
 EH0997'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0846 ***********************************************************************
 DK0846  DESIGNATION -  W 223
 DK0846  PID         -  DK0846
 DK0846  STATE/COUNTY-  AR/DESHA
 DK0846  USGS QUAD   -  WATSON (1969)
 DK0846
 DK0846                         *CURRENT SURVEY CONTROL
 DK0846  ___________________________________________________________________
 DK0846* NAD 83(1986)-  33 54 34.     (N)    091 15 42.     (W)     SCALED    
 DK0846* NAVD 88     -        47.116  (meters)     154.58   (feet)  ADJUSTED  
 DK0846  ___________________________________________________________________
 DK0846  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DK0846  DYNAMIC HT  -          47.069 (meters)     154.43  (feet)  COMP
 DK0846  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 DK0846
 DK0846  VERT ORDER  -  FIRST     CLASS II
 DK0846
 DK0846.The horizontal coordinates were scaled from a topographic map and have
 DK0846.an estimated accuracy of +/- 6 seconds.
 DK0846
 DK0846.The orthometric height was determined by differential leveling
 DK0846.and adjusted by the National Geodetic Survey in June 1991..
 DK0846
 DK0846.The geoid height was determined by GEOID03.
 DK0846
 DK0846.The dynamic height is computed by dividing the NAVD 88
 DK0846.geopotential number by the normal gravity value computed on the
 DK0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0846.degrees latitude (g = 980.6199 gals.).
 DK0846
 DK0846.The modeled gravity was interpolated from observed gravity values.
 DK0846
 DK0846;                    North         East    Units  Estimated Accuracy
 DK0846;SPC AR S     -   538,090.      468,280.      MT  (+/- 180 meters Scaled)
 DK0846
 DK0846                          SUPERSEDED SURVEY CONTROL
 DK0846
 DK0846  NGVD 29 (??/??/??)   47.181  (m)          154.79   (f) ADJUSTED    1 2
 DK0846
 DK0846.Superseded values are not recommended for survey control.
 DK0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0846.See file dsdata.txt to determine how the superseded data were derived.
 DK0846
 DK0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT607534(NAD 83)
 DK0846_MARKER: DB = BENCH MARK DISK
 DK0846_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0846_SP_SET: 4 FEET
 DK0846_STAMPING: W 223 1976
 DK0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0846+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DK0846
 DK0846  HISTORY     - Date     Condition        Report By
 DK0846  HISTORY     - 1976     MONUMENTED       NGS
 DK0846  HISTORY     - 20020607 GOOD             USACE
 DK0846
 DK0846                          STATION DESCRIPTION
 DK0846
 DK0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0846'1.1 MI NW FROM WATSON.
 DK0846'1.1 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 DK0846'MISSOURI PACIFIC RAILROAD IN WATSON, 48 FEET WEST OF THE CENTERLINE OF
 DK0846'HIGHWAY, 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE,
 DK0846'19 FEET SOUTHEAST OF A TREE IN CENTER OF LAWN, AND 9 FEET SOUTHWEST OF
 DK0846'A TELEPHONE JUNCTION BOX.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 DK0846'TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. ABOUT
 DK0846'LEVEL WITH ROAD.
 DK0846
 DK0846                          STATION RECOVERY (2002)
 DK0846
 DK0846'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1483 ***********************************************************************
 EH1483  DESIGNATION -  W 224
 EH1483  PID         -  EH1483
 EH1483  STATE/COUNTY-  AR/MONROE
 EH1483  USGS QUAD   -  TURNER (1967)
 EH1483
 EH1483                         *CURRENT SURVEY CONTROL
 EH1483  ___________________________________________________________________
 EH1483* NAD 83(1986)-  34 25 59.     (N)    091 03 08.     (W)     SCALED    
 EH1483* NAVD 88     -        51.139  (meters)     167.78   (feet)  ADJUSTED  
 EH1483  ___________________________________________________________________
 EH1483  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1483  DYNAMIC HT  -          51.090 (meters)     167.62  (feet)  COMP
 EH1483  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EH1483
 EH1483  VERT ORDER  -  FIRST     CLASS II
 EH1483
 EH1483.The horizontal coordinates were scaled from a topographic map and have
 EH1483.an estimated accuracy of +/- 6 seconds.
 EH1483
 EH1483.The orthometric height was determined by differential leveling
 EH1483.and adjusted by the National Geodetic Survey in August 1993..
 EH1483
 EH1483.The geoid height was determined by GEOID03.
 EH1483
 EH1483.The dynamic height is computed by dividing the NAVD 88
 EH1483.geopotential number by the normal gravity value computed on the
 EH1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1483.degrees latitude (g = 980.6199 gals.).
 EH1483
 EH1483.The modeled gravity was interpolated from observed gravity values.
 EH1483
 EH1483;                    North         East    Units  Estimated Accuracy
 EH1483;SPC AR S     -   596,320.      487,110.      MT  (+/- 180 meters Scaled)
 EH1483
 EH1483                          SUPERSEDED SURVEY CONTROL
 EH1483
 EH1483  NAVD 88 (06/15/91)   51.125  (m)          167.73   (f) UNKNOWN     1 2
 EH1483  NGVD 29 (??/??/??)   51.168  (m)          167.87   (f) ADJUSTED    1 2
 EH1483
 EH1483.Superseded values are not recommended for survey control.
 EH1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1483.See file dsdata.txt to determine how the superseded data were derived.
 EH1483
 EH1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU789118(NAD 83)
 EH1483_MARKER: DB = BENCH MARK DISK
 EH1483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1483_SP_SET: ABUTMENT
 EH1483_STAMPING: W 224 1976
 EH1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1483+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1483
 EH1483  HISTORY     - Date     Condition        Report By
 EH1483  HISTORY     - 1976     MONUMENTED       NGS
 EH1483  HISTORY     - 1987     GOOD             USPSQD
 EH1483  HISTORY     - 20030407 GOOD             USACE
 EH1483
 EH1483                          STATION DESCRIPTION
 EH1483
 EH1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1483'6.5 MI NE FROM ST CHARLES.
 EH1483'6.5 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE NORTH BANK OF THE
 EH1483'WHITE RIVER AT ST. CHARLES, SET IN THE SOUTH END OF THE EAST CONCRETE
 EH1483'BRIDGE ABUTMENT, 13 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  1
 EH1483'FOOT ABOVE HIGHWAY.
 EH1483
 EH1483                          STATION RECOVERY (1987)
 EH1483
 EH1483'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1483'RECOVERED IN GOOD CONDITION.
 EH1483
 EH1483                          STATION RECOVERY (2003)
 EH1483
 EH1483'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0825 ***********************************************************************
 DK0825  DESIGNATION -  W 226
 DK0825  PID         -  DK0825
 DK0825  STATE/COUNTY-  AR/ARKANSAS
 DK0825  USGS QUAD   -  YANCOPIN (1972)
 DK0825
 DK0825                         *CURRENT SURVEY CONTROL
 DK0825  ___________________________________________________________________
 DK0825* NAD 83(1986)-  33 58 41.     (N)    091 11 12.     (W)     SCALED    
 DK0825* NAVD 88     -        51.005  (meters)     167.34   (feet)  ADJUSTED  
 DK0825  ___________________________________________________________________
 DK0825  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK0825  DYNAMIC HT  -          50.955 (meters)     167.17  (feet)  COMP
 DK0825  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 DK0825
 DK0825  VERT ORDER  -  FIRST     CLASS II
 DK0825
 DK0825.The horizontal coordinates were scaled from a topographic map and have
 DK0825.an estimated accuracy of +/- 6 seconds.
 DK0825
 DK0825.The orthometric height was determined by differential leveling
 DK0825.and adjusted by the National Geodetic Survey in June 1991..
 DK0825
 DK0825.The geoid height was determined by GEOID03.
 DK0825
 DK0825.The dynamic height is computed by dividing the NAVD 88
 DK0825.geopotential number by the normal gravity value computed on the
 DK0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0825.degrees latitude (g = 980.6199 gals.).
 DK0825
 DK0825.The modeled gravity was interpolated from observed gravity values.
 DK0825
 DK0825;                    North         East    Units  Estimated Accuracy
 DK0825;SPC AR S     -   545,750.      475,150.      MT  (+/- 180 meters Scaled)
 DK0825
 DK0825                          SUPERSEDED SURVEY CONTROL
 DK0825
 DK0825  NGVD 29 (??/??/??)   51.064  (m)          167.53   (f) ADJUSTED    1 2
 DK0825
 DK0825.Superseded values are not recommended for survey control.
 DK0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0825.See file dsdata.txt to determine how the superseded data were derived.
 DK0825
 DK0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT675612(NAD 83)
 DK0825_MARKER: DB = BENCH MARK DISK
 DK0825_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0825_SP_SET: 4 FEET
 DK0825_STAMPING: W 226 1976
 DK0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0825
 DK0825  HISTORY     - Date     Condition        Report By
 DK0825  HISTORY     - 1976     MONUMENTED       NGS
 DK0825
 DK0825                          STATION DESCRIPTION
 DK0825
 DK0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0825'3.2 MI NE FROM YANCOPIN.
 DK0825'3.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE OLD
 DK0825'POST OFFICE AT YANCOPIN, 13 FEET NORTHWEST OF THE NORTHWEST RAIL, 6
 DK0825'FEET NORTHEAST OF MILEPOST 380, AND 1.5 FEET NORTHEAST OF A POWERLINE
 DK0825'POLE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET
 DK0825'ENCASED IN A PIPE PROJECTING +6 INCHES.  1 FOOT BELOW RAIL 3 FEET
 DK0825'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1372 ***********************************************************************
 EJ1372  DESIGNATION -  W 23
 EJ1372  PID         -  EJ1372
 EJ1372  STATE/COUNTY-  AR/PIKE
 EJ1372  USGS QUAD   -  GLENWOOD (1979)
 EJ1372
 EJ1372                         *CURRENT SURVEY CONTROL
 EJ1372  ___________________________________________________________________
 EJ1372* NAD 83(1986)-  34 19 30.     (N)    093 33 03.     (W)     SCALED    
 EJ1372* NAVD 88     -       167.535  (meters)     549.65   (feet)  ADJUSTED  
 EJ1372  ___________________________________________________________________
 EJ1372  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 EJ1372  DYNAMIC HT  -         167.365 (meters)     549.10  (feet)  COMP
 EJ1372  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 EJ1372
 EJ1372  VERT ORDER  -  SECOND    CLASS 0
 EJ1372
 EJ1372.The horizontal coordinates were scaled from a topographic map and have
 EJ1372.an estimated accuracy of +/- 6 seconds.
 EJ1372
 EJ1372.The orthometric height was determined by differential leveling
 EJ1372.and adjusted by the National Geodetic Survey in June 1991..
 EJ1372
 EJ1372.The geoid height was determined by GEOID03.
 EJ1372
 EJ1372.The dynamic height is computed by dividing the NAVD 88
 EJ1372.geopotential number by the normal gravity value computed on the
 EJ1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1372.degrees latitude (g = 980.6199 gals.).
 EJ1372
 EJ1372.The modeled gravity was interpolated from observed gravity values.
 EJ1372
 EJ1372;                    North         East    Units  Estimated Accuracy
 EJ1372;SPC AR S     -   585,010.      257,290.      MT  (+/- 180 meters Scaled)
 EJ1372
 EJ1372                          SUPERSEDED SURVEY CONTROL
 EJ1372
 EJ1372  NGVD 29 (??/??/92)  167.51   (m)          549.6    (f) COMPUTED    2 0
 EJ1372
 EJ1372.Superseded values are not recommended for survey control.
 EJ1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1372.See file dsdata.txt to determine how the superseded data were derived.
 EJ1372
 EJ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT493983(NAD 83)
 EJ1372_MARKER: DB = BENCH MARK DISK
 EJ1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1372_STAMPING: W 23 1932
 EJ1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1372+STABILITY: SURFACE MOTION
 EJ1372
 EJ1372  HISTORY     - Date     Condition        Report By
 EJ1372  HISTORY     - 1932     MONUMENTED       CGS
 EJ1372  HISTORY     - 1962     GOOD             NGS
 EJ1372
 EJ1372                          STATION DESCRIPTION
 EJ1372
 EJ1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ1372'IN GLENWOOD.
 EJ1372'LOCATED AT GLENWOOD, PIKE COUNTY, 183.5 FEET SOUTHEAST OF THE
 EJ1372'SOUTHEAST CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, 31.5 FEET
 EJ1372'SOUTHWEST OF THE CENTERLINE OF SOUTH FIRST STREET, 118 FEET NORTHWEST
 EJ1372'OF THE CENTERLINE OF HAYES STREET, 51.5 FEET NORTHWEST OF A TELEGRAPH
 EJ1372'POLE, 38 FEET NORTH-NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 83
 EJ1372'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE BRICK HOME,
 EJ1372'AND 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A DAIRY.  IT IS A
 EJ1372'STANDARD DISK, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST FLUSH
 EJ1372'WITH THE GROUND AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1404 ***********************************************************************
 DK1404  DESIGNATION -  W 240
 DK1404  PID         -  DK1404
 DK1404  STATE/COUNTY-  AR/DESHA
 DK1404  USGS QUAD   -  GOULD (1964)
 DK1404
 DK1404                         *CURRENT SURVEY CONTROL
 DK1404  ___________________________________________________________________
 DK1404* NAD 83(1986)-  33 54 15.     (N)    091 30 06.     (W)     SCALED    
 DK1404* NAVD 88     -        49.893  (meters)     163.69   (feet)  ADJUSTED  
 DK1404  ___________________________________________________________________
 DK1404  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK1404  DYNAMIC HT  -          49.843 (meters)     163.53  (feet)  COMP
 DK1404  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 DK1404
 DK1404  VERT ORDER  -  FIRST     CLASS II
 DK1404
 DK1404.The horizontal coordinates were scaled from a topographic map and have
 DK1404.an estimated accuracy of +/- 6 seconds.
 DK1404
 DK1404.The orthometric height was determined by differential leveling
 DK1404.and adjusted by the National Geodetic Survey in June 1991..
 DK1404
 DK1404.The geoid height was determined by GEOID03.
 DK1404
 DK1404.The dynamic height is computed by dividing the NAVD 88
 DK1404.geopotential number by the normal gravity value computed on the
 DK1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1404.degrees latitude (g = 980.6199 gals.).
 DK1404
 DK1404.The modeled gravity was interpolated from observed gravity values.
 DK1404
 DK1404;                    North         East    Units  Estimated Accuracy
 DK1404;SPC AR S     -   537,370.      446,090.      MT  (+/- 180 meters Scaled)
 DK1404
 DK1404                          SUPERSEDED SURVEY CONTROL
 DK1404
 DK1404  NGVD 29 (??/??/??)   50.023  (m)          164.12   (f) ADJUSTED    1 2
 DK1404
 DK1404.Superseded values are not recommended for survey control.
 DK1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1404.See file dsdata.txt to determine how the superseded data were derived.
 DK1404
 DK1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT385525(NAD 83)
 DK1404_MARKER: DB = BENCH MARK DISK
 DK1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1404_STAMPING: W 240 1939
 DK1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1404+STABILITY: SURFACE MOTION
 DK1404
 DK1404  HISTORY     - Date     Condition        Report By
 DK1404  HISTORY     - 1939     MONUMENTED       CGS
 DK1404  HISTORY     - 1955     GOOD             CGS
 DK1404  HISTORY     - 1984     MARK NOT FOUND   NGS
 DK1404
 DK1404                          STATION DESCRIPTION
 DK1404
 DK1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK1404'1.2 MI NW FROM DUMAS.
 DK1404'1.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK1404'STATION AT DUMAS, 53 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 DK1404'OLD U.S. HIGHWAY 65, 129 FEET EAST OF MILEPOST 426+20, 45 FEET
 DK1404'NORTHEAST OF THE NORTHEAST RAIL, 5 FEET SOUTHEAST OF A FENCE CORNER, 3
 DK1404'FEET SOUTHWEST OF A TELEPHONE POLE, 1.2 FEET SOUTHEAST OF A WITNESS
 DK1404'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 DK1404'THE GROUND.
 DK1404
 DK1404                          STATION RECOVERY (1984)
 DK1404
 DK1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK1404'NOT RECOVERED THIS DATE.  AREA DESCRIBED HAS BEEN CLEARED BY
 DK1404'BULLDOZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1351 ***********************************************************************
 DK1351  DESIGNATION -  W 243
 DK1351  PID         -  DK1351
 DK1351  STATE/COUNTY-  AR/ASHLEY
 DK1351  USGS QUAD   -  PORTLAND (1960)
 DK1351
 DK1351                         *CURRENT SURVEY CONTROL
 DK1351  ___________________________________________________________________
 DK1351* NAD 83(1986)-  33 13 02.     (N)    091 31 07.     (W)     SCALED    
 DK1351* NAVD 88     -        36.712  (meters)     120.45   (feet)  ADJUSTED  
 DK1351  ___________________________________________________________________
 DK1351  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DK1351  DYNAMIC HT  -          36.673 (meters)     120.32  (feet)  COMP
 DK1351  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DK1351
 DK1351  VERT ORDER  -  FIRST     CLASS II
 DK1351
 DK1351.The horizontal coordinates were scaled from a topographic map and have
 DK1351.an estimated accuracy of +/- 6 seconds.
 DK1351
 DK1351.The orthometric height was determined by differential leveling
 DK1351.and adjusted by the National Geodetic Survey in June 1991..
 DK1351
 DK1351.The geoid height was determined by GEOID03.
 DK1351
 DK1351.The dynamic height is computed by dividing the NAVD 88
 DK1351.geopotential number by the normal gravity value computed on the
 DK1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1351.degrees latitude (g = 980.6199 gals.).
 DK1351
 DK1351.The modeled gravity was interpolated from observed gravity values.
 DK1351
 DK1351;                    North         East    Units  Estimated Accuracy
 DK1351;SPC AR S     -   461,170.      444,880.      MT  (+/- 180 meters Scaled)
 DK1351
 DK1351                          SUPERSEDED SURVEY CONTROL
 DK1351
 DK1351  NGVD 29 (??/??/??)   36.817  (m)          120.79   (f) ADJUSTED    1 2
 DK1351
 DK1351.Superseded values are not recommended for survey control.
 DK1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1351.See file dsdata.txt to determine how the superseded data were derived.
 DK1351
 DK1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS380763(NAD 83)
 DK1351_MARKER: DB = BENCH MARK DISK
 DK1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1351_STAMPING: W 243 1939
 DK1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1351+STABILITY: SURFACE MOTION
 DK1351
 DK1351  HISTORY     - Date     Condition        Report By
 DK1351  HISTORY     - 1939     MONUMENTED       CGS
 DK1351  HISTORY     - 1971     MARK NOT FOUND   DOD
 DK1351  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1351  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK1351
 DK1351                          STATION DESCRIPTION
 DK1351
 DK1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1351'1.6 MI S FROM PORTLAND.
 DK1351'1.6 MILES SOUTH OF THE R.R. STATION.  A STANDARD DISC SET IN THE TOP
 DK1351'OF A CONCRETE POST LOCATED ON THE WEST R/W OF THE MO. PAC. R.R. AT A
 DK1351'PRIVATE GRADE CROSSING NEAR MILE POST 438.  147 FEET NW OF MILE POST.
 DK1351'39 FEET WEST OF THE WEST RAIL.  21 FEET EAST OF THE CENTER LINE OF THE
 DK1351'HWY NO. 165.  14 FEET SOUTH OF THE CENTER OF AN IRON GATE IN THE R/W
 DK1351'FENCE.
 DK1351
 DK1351                          STATION RECOVERY (1971)
 DK1351
 DK1351'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1971
 DK1351'MARK NOT FOUND.
 DK1351
 DK1351                          STATION RECOVERY (1977)
 DK1351
 DK1351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1351'MARK NOT FOUND.
 DK1351
 DK1351                          STATION RECOVERY (1977)
 DK1351
 DK1351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK1351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0958 ***********************************************************************
 EJ0958  DESIGNATION -  W 244
 EJ0958  PID         -  EJ0958
 EJ0958  STATE/COUNTY-  AR/PERRY
 EJ0958  USGS QUAD   -  NIMROD (1968)
 EJ0958
 EJ0958                         *CURRENT SURVEY CONTROL
 EJ0958  ___________________________________________________________________
 EJ0958* NAD 83(1986)-  34 53 10.     (N)    093 00 28.     (W)     SCALED    
 EJ0958* NAVD 88     -       284.863  (meters)     934.59   (feet)  ADJUSTED  
 EJ0958  ___________________________________________________________________
 EJ0958  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EJ0958  DYNAMIC HT  -         284.583 (meters)     933.67  (feet)  COMP
 EJ0958  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 EJ0958
 EJ0958  VERT ORDER  -  SECOND    CLASS 0
 EJ0958
 EJ0958.The horizontal coordinates were scaled from a topographic map and have
 EJ0958.an estimated accuracy of +/- 6 seconds.
 EJ0958
 EJ0958.The orthometric height was determined by differential leveling
 EJ0958.and adjusted by the National Geodetic Survey in June 1991..
 EJ0958
 EJ0958.The geoid height was determined by GEOID03.
 EJ0958
 EJ0958.The dynamic height is computed by dividing the NAVD 88
 EJ0958.geopotential number by the normal gravity value computed on the
 EJ0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0958.degrees latitude (g = 980.6199 gals.).
 EJ0958
 EJ0958.The modeled gravity was interpolated from observed gravity values.
 EJ0958
 EJ0958;                    North         East    Units  Estimated Accuracy
 EJ0958;SPC AR N     -    61,800.      307,880.      MT  (+/- 180 meters Scaled)
 EJ0958
 EJ0958                          SUPERSEDED SURVEY CONTROL
 EJ0958
 EJ0958  NGVD 29 (??/??/92)  284.855  (m)          934.56   (f) ADJ UNCH    2 0
 EJ0958
 EJ0958.Superseded values are not recommended for survey control.
 EJ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0958.See file dsdata.txt to determine how the superseded data were derived.
 EJ0958
 EJ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU992604(NAD 83)
 EJ0958_MARKER: DB = BENCH MARK DISK
 EJ0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0958_STAMPING: W 244 1939
 EJ0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0958+STABILITY: SURFACE MOTION
 EJ0958
 EJ0958  HISTORY     - Date     Condition        Report By
 EJ0958  HISTORY     - 1939     MONUMENTED       CGS
 EJ0958  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ0958
 EJ0958                          STATION DESCRIPTION
 EJ0958
 EJ0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0958'1.2 MI SE FROM HOLLIS.
 EJ0958'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STEEL BRIDGE OVER
 EJ0958'SOUTH FOURCHE LA FAVE RIVER AT HOLLIS, PERRY COUNTY, THENCE 7.1 MILES
 EJ0958'NORTHEAST ALONG THE HOLLIS-THORNBURG ROAD.  3.0 MILES WEST OF THE
 EJ0958'INTERSECTION OF THE DEBERRIE-FLATSIDE PINNACLE ROAD, 3/4 MILE WEST OF
 EJ0958'THE TOP OF A MOUNTAIN, ON THE OUTSIDE OF A CURVE, 75 FEET EAST OF THE
 EJ0958'EAST ONE OF TWO GALVANIZED-IRON PIPE CULVERTS, 26 FEET SOUTH OF THE
 EJ0958'CENTER LINE OF THE ROAD, AND 12 FEET WEST OF AN 18-INCH PINE TREE WITH
 EJ0958'A TRIANGULAR BLAZE ON THE NORTH SIDE 4 FEET ABOVE THE GROUND.  A
 EJ0958'STANDARD DISK, STAMPED W 244 1939 AND SET IN THE TOP OF A CONCRETE
 EJ0958'POST.
 EJ0958
 EJ0958                          STATION RECOVERY (1968)
 EJ0958
 EJ0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1558 ***********************************************************************
 EH1558  DESIGNATION -  W 245
 EH1558  PID         -  EH1558
 EH1558  STATE/COUNTY-  AR/JEFFERSON
 EH1558  USGS QUAD   -  MOSCOW (1971)
 EH1558
 EH1558                         *CURRENT SURVEY CONTROL
 EH1558  ___________________________________________________________________
 EH1558* NAD 83(1986)-  34 11 37.     (N)    091 52 17.     (W)     SCALED    
 EH1558* NAVD 88     -        59.520  (meters)     195.28   (feet)  ADJUSTED  
 EH1558  ___________________________________________________________________
 EH1558  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH1558  DYNAMIC HT  -          59.462 (meters)     195.08  (feet)  COMP
 EH1558  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 EH1558
 EH1558  VERT ORDER  -  FIRST     CLASS II
 EH1558
 EH1558.The horizontal coordinates were scaled from a topographic map and have
 EH1558.an estimated accuracy of +/- 6 seconds.
 EH1558
 EH1558.The orthometric height was determined by differential leveling
 EH1558.and adjusted by the National Geodetic Survey in June 1991..
 EH1558
 EH1558.The geoid height was determined by GEOID03.
 EH1558
 EH1558.The dynamic height is computed by dividing the NAVD 88
 EH1558.geopotential number by the normal gravity value computed on the
 EH1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1558.degrees latitude (g = 980.6199 gals.).
 EH1558
 EH1558.The modeled gravity was interpolated from observed gravity values.
 EH1558
 EH1558;                    North         East    Units  Estimated Accuracy
 EH1558;SPC AR S     -   569,370.      411,850.      MT  (+/- 180 meters Scaled)
 EH1558
 EH1558                          SUPERSEDED SURVEY CONTROL
 EH1558
 EH1558  NGVD 29 (??/??/??)   59.607  (m)          195.56   (f) ADJUSTED    1 2
 EH1558
 EH1558.Superseded values are not recommended for survey control.
 EH1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1558.See file dsdata.txt to determine how the superseded data were derived.
 EH1558
 EH1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT039841(NAD 83)
 EH1558_MARKER: DB = BENCH MARK DISK
 EH1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1558_STAMPING: W 245 1938
 EH1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1558+STABILITY: SURFACE MOTION
 EH1558
 EH1558  HISTORY     - Date     Condition        Report By
 EH1558  HISTORY     - 1938     MONUMENTED       CGS
 EH1558  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1558
 EH1558                          STATION DESCRIPTION
 EH1558
 EH1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EH1558'1.8 MI NW FROM NOBLE LAKE.
 EH1558'1.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1558'STATION AT NOBLE LAKE, JEFFERSON COUNTY, AT POLE 396+18, AT THE
 EH1558'SOUTHEAST CORNER OF A CYPRESS SWAMP, AT A DIRT-ROAD CROSSING, 39 FEET
 EH1558'SOUTHWEST OF THE SOUTHWEST RAIL, AND 18 FEET NORTHWEST OF A FENCE
 EH1558'CORNER.  A STANDARD DISK, STAMPED W 245 1938 AND SET IN THE TOP OF A
 EH1558'CONCRETE POST.
 EH1558
 EH1558                          STATION RECOVERY (1964)
 EH1558
 EH1558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0534 ***********************************************************************
 FG0534  DESIGNATION -  W 247
 FG0534  PID         -  FG0534
 FG0534  STATE/COUNTY-  AR/VAN BUREN
 FG0534  USGS QUAD   -  ALREAD (1965)
 FG0534
 FG0534                         *CURRENT SURVEY CONTROL
 FG0534  ___________________________________________________________________
 FG0534* NAD 83(1986)-  35 40 41.     (N)    092 38 42.     (W)     SCALED    
 FG0534* NAVD 88     -       367.244  (meters)    1204.87   (feet)  ADJUSTED  
 FG0534  ___________________________________________________________________
 FG0534  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0534  DYNAMIC HT  -         366.891 (meters)    1203.71  (feet)  COMP
 FG0534  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 FG0534
 FG0534  VERT ORDER  -  SECOND    CLASS 0
 FG0534
 FG0534.The horizontal coordinates were scaled from a topographic map and have
 FG0534.an estimated accuracy of +/- 6 seconds.
 FG0534
 FG0534.The orthometric height was determined by differential leveling
 FG0534.and adjusted by the National Geodetic Survey in June 1991..
 FG0534
 FG0534.The geoid height was determined by GEOID03.
 FG0534
 FG0534.The dynamic height is computed by dividing the NAVD 88
 FG0534.geopotential number by the normal gravity value computed on the
 FG0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0534.degrees latitude (g = 980.6199 gals.).
 FG0534
 FG0534.The modeled gravity was interpolated from observed gravity values.
 FG0534
 FG0534;                    North         East    Units  Estimated Accuracy
 FG0534;SPC AR N     -   149,380.      341,610.      MT  (+/- 180 meters Scaled)
 FG0534
 FG0534                          SUPERSEDED SURVEY CONTROL
 FG0534
 FG0534  NGVD 29 (??/??/92)  367.145  (m)         1204.54   (f) ADJ UNCH    2 0
 FG0534
 FG0534.Superseded values are not recommended for survey control.
 FG0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0534.See file dsdata.txt to determine how the superseded data were derived.
 FG0534
 FG0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV321482(NAD 83)
 FG0534_MARKER: DB = BENCH MARK DISK
 FG0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0534_STAMPING: W 247 1939
 FG0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0534+STABILITY: SURFACE MOTION
 FG0534
 FG0534  HISTORY     - Date     Condition        Report By
 FG0534  HISTORY     - 1939     MONUMENTED       CGS
 FG0534
 FG0534                          STATION DESCRIPTION
 FG0534
 FG0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0534'2.2 MI SW FROM COPELAND.
 FG0534'2.2 MILES SOUTHWEST ALONG THE UNA ROAD FROM THE JUNCTION OF STATE
 FG0534'HIGHWAY 16 AT COPELAND, VAN BUREN COUNTY, BETWEEN TWO STEEP GRADES, 39
 FG0534'FEET SOUTHWEST OF AN OAK TREE AT THE CENTER OF A CURVE, 29 FEET WEST
 FG0534'OF A 1-FOOT BLAZED HICKORY TREE, AND 20 FEET WEST OF THE CENTERLINE OF
 FG0534'THE ROAD.  A STANDARD DISK, STAMPED W 247 1939 AND SET IN THE TOP OF A
 FG0534'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1583 ***********************************************************************
 EH1583  DESIGNATION -  W 249
 EH1583  PID         -  EH1583
 EH1583  STATE/COUNTY-  AR/LINCOLN
 EH1583  USGS QUAD   -  GRADY (1975)
 EH1583
 EH1583                         *CURRENT SURVEY CONTROL
 EH1583  ___________________________________________________________________
 EH1583* NAD 83(1986)-  34 07 20.     (N)    091 41 29.     (W)     SCALED    
 EH1583* NAVD 88     -        56.691  (meters)     185.99   (feet)  ADJUSTED  
 EH1583  ___________________________________________________________________
 EH1583  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EH1583  DYNAMIC HT  -          56.635 (meters)     185.81  (feet)  COMP
 EH1583  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 EH1583
 EH1583  VERT ORDER  -  SECOND    CLASS 0
 EH1583
 EH1583.The horizontal coordinates were scaled from a topographic map and have
 EH1583.an estimated accuracy of +/- 6 seconds.
 EH1583
 EH1583.The orthometric height was determined by differential leveling
 EH1583.and adjusted by the National Geodetic Survey in June 1991..
 EH1583
 EH1583.The geoid height was determined by GEOID03.
 EH1583
 EH1583.The dynamic height is computed by dividing the NAVD 88
 EH1583.geopotential number by the normal gravity value computed on the
 EH1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1583.degrees latitude (g = 980.6199 gals.).
 EH1583
 EH1583.The modeled gravity was interpolated from observed gravity values.
 EH1583
 EH1583;                    North         East    Units  Estimated Accuracy
 EH1583;SPC AR S     -   561,480.      428,470.      MT  (+/- 180 meters Scaled)
 EH1583
 EH1583                          SUPERSEDED SURVEY CONTROL
 EH1583
 EH1583  NGVD 29 (??/??/??)   56.766  (m)          186.24   (f) ADJUSTED    2 0
 EH1583
 EH1583.Superseded values are not recommended for survey control.
 EH1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1583.See file dsdata.txt to determine how the superseded data were derived.
 EH1583
 EH1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT206764(NAD 83)
 EH1583_MARKER: DB = BENCH MARK DISK
 EH1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1583_STAMPING: W 249 1940
 EH1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1583+STABILITY: SURFACE MOTION
 EH1583
 EH1583  HISTORY     - Date     Condition        Report By
 EH1583  HISTORY     - 1940     MONUMENTED       CGS
 EH1583  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1583
 EH1583                          STATION DESCRIPTION
 EH1583
 EH1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1583'3.4 MI N FROM GRADY.
 EH1583'FROM RAILROAD STATION AT GRADY, PROCEED ALONG GRAVELED ROAD TOWARDS
 EH1583'LEVEE, GO 3.4 MILES.  BENCH MARK IS STANDARD DISK IN PRE-CAST CONCRETE
 EH1583'POST PROJECTING ABOUT 4 INCHES.  AT INTERSECTION OF GRAVELED ROAD TO
 EH1583'LEVEE AND ROAD TO CUMMINGS.  73 YARDS SOUTH OF WOODEN BRIDGE WHICH
 EH1583'CROSSES OVER CONCRETE DAM AT EAST END OF SMALL LAKE OR RESERVOIR. 70
 EH1583'FEET SOUTHEAST ACROSS ROAD FROM EDGE OF RESERVOIR.  55 FEET SOUTH OF
 EH1583'POINT OF INTERSECTION.  AT NORTHWEST CORNER OF SMALL ORCHARD. A 4 X 4
 EH1583'INCH CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 4 FEET AT 170
 EH1583'DEG MAGNETIC FROM BENCH MARK.
 EH1583
 EH1583                          STATION RECOVERY (1984)
 EH1583
 EH1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH1583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0168 ***********************************************************************
 EJ0168  DESIGNATION -  W 250
 EJ0168  PID         -  EJ0168
 EJ0168  STATE/COUNTY-  AR/PULASKI
 EJ0168  USGS QUAD   -  WOODSON (1987)
 EJ0168
 EJ0168                         *CURRENT SURVEY CONTROL
 EJ0168  ___________________________________________________________________
 EJ0168* NAD 83(1986)-  34 35 15.     (N)    092 10 49.     (W)     SCALED    
 EJ0168* NAVD 88     -        71.717  (meters)     235.29   (feet)  ADJUSTED  
 EJ0168  ___________________________________________________________________
 EJ0168  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EJ0168  DYNAMIC HT  -          71.649 (meters)     235.07  (feet)  COMP
 EJ0168  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 EJ0168
 EJ0168  VERT ORDER  -  SECOND    CLASS 0
 EJ0168
 EJ0168.The horizontal coordinates were scaled from a topographic map and have
 EJ0168.an estimated accuracy of +/- 6 seconds.
 EJ0168
 EJ0168.The orthometric height was determined by differential leveling
 EJ0168.and adjusted by the National Geodetic Survey in June 1991..
 EJ0168
 EJ0168.The geoid height was determined by GEOID03.
 EJ0168
 EJ0168.The dynamic height is computed by dividing the NAVD 88
 EJ0168.geopotential number by the normal gravity value computed on the
 EJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0168.degrees latitude (g = 980.6199 gals.).
 EJ0168
 EJ0168.The modeled gravity was interpolated from observed gravity values.
 EJ0168
 EJ0168;                    North         East    Units  Estimated Accuracy
 EJ0168;SPC AR S     -   613,060.      383,460.      MT  (+/- 180 meters Scaled)
 EJ0168
 EJ0168                          SUPERSEDED SURVEY CONTROL
 EJ0168
 EJ0168  NGVD 29 (??/??/92)   71.759  (m)          235.43   (f) ADJ UNCH    2 0
 EJ0168
 EJ0168.Superseded values are not recommended for survey control.
 EJ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0168.See file dsdata.txt to determine how the superseded data were derived.
 EJ0168
 EJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU751276(NAD 83)
 EJ0168_MARKER: DB = BENCH MARK DISK
 EJ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0168_STAMPING: W 250 1940
 EJ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0168+STABILITY: SURFACE MOTION
 EJ0168
 EJ0168  HISTORY     - Date     Condition        Report By
 EJ0168  HISTORY     - 1940     MONUMENTED       CGS
 EJ0168  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0168  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0168  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0168  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0168  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0168
 EJ0168                          STATION DESCRIPTION
 EJ0168
 EJ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0168'3.2 MI E FROM WRIGHTSVILL.
 EJ0168'FROM RAILROAD STATION AT WRIGHTSVILLE, PROCEED ALONG GRAVELED ROAD TO
 EJ0168'THE NEGRO BOYS INDUSTRIAL SCHOOL, GO 1.8 MILES, TAKE FIELD ROAD AROUND
 EJ0168'THE COTTON GIN, PAST THE HOG PENS AND THROUGH THE 100 ACRE FIELD TO
 EJ0168'THE LOWER (EAST) END OF THIS FIELD.  BENCH MARK IS STANDARD DISK IN
 EJ0168'PRECAST CONCRETE POST PROJECTING 5 INCHES.  10 FEET NORTH OF THE
 EJ0168'CENTER LINE OF THE FIELD ROAD WHICH LEADS EAST THROUGH GATE AND DOWN
 EJ0168'INTO WOODS AND RIVER BANK, THE RIVER BANK IS AT EAST EDGE OF WOODS,
 EJ0168'APPROXIMATELY 1/4 OF A MILE.  4 FEET NORTH OF GATE POST.  2 FEET WEST
 EJ0168'OF WIRE FENCE.  A 4 X 4 INCH CYPRESS POST PAINTED WHITE IS 4 FEET AT
 EJ0168'15 DEG MAGNETIC FROM BENCH MARK.  NOTE-- ALL LOCAL LANDMARKS ARE GONE.
 EJ0168
 EJ0168                          STATION RECOVERY (1960)
 EJ0168
 EJ0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0168'MARK NOT FOUND.
 EJ0168
 EJ0168                          STATION RECOVERY (1984)
 EJ0168
 EJ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0168'MARK NOT FOUND.
 EJ0168
 EJ0168                          STATION RECOVERY (1984)
 EJ0168
 EJ0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RPS)
 EJ0168'MARK NOT FOUND.
 EJ0168
 EJ0168                          STATION RECOVERY (1989)
 EJ0168
 EJ0168'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0168'MARK NOT FOUND.
 EJ0168
 EJ0168                          STATION RECOVERY (1990)
 EJ0168
 EJ0168'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0596 ***********************************************************************
 EJ0596  DESIGNATION -  W 251
 EJ0596  PID         -  EJ0596
 EJ0596  STATE/COUNTY-  AR/JEFFERSON
 EJ0596  USGS QUAD   -  WRIGHT (1975)
 EJ0596
 EJ0596                         *CURRENT SURVEY CONTROL
 EJ0596  ___________________________________________________________________
 EJ0596* NAD 83(1986)-  34 22 42.     (N)    092 03 48.     (W)     SCALED    
 EJ0596* NAVD 88     -        66.998  (meters)     219.81   (feet)  ADJUSTED  
 EJ0596  ___________________________________________________________________
 EJ0596  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EJ0596  DYNAMIC HT  -          66.934 (meters)     219.60  (feet)  COMP
 EJ0596  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 EJ0596
 EJ0596  VERT ORDER  -  SECOND    CLASS 0
 EJ0596
 EJ0596.The horizontal coordinates were scaled from a topographic map and have
 EJ0596.an estimated accuracy of +/- 6 seconds.
 EJ0596
 EJ0596.The orthometric height was determined by differential leveling
 EJ0596.and adjusted by the National Geodetic Survey in June 1991..
 EJ0596
 EJ0596.The geoid height was determined by GEOID03.
 EJ0596
 EJ0596.The dynamic height is computed by dividing the NAVD 88
 EJ0596.geopotential number by the normal gravity value computed on the
 EJ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0596.degrees latitude (g = 980.6199 gals.).
 EJ0596
 EJ0596.The modeled gravity was interpolated from observed gravity values.
 EJ0596
 EJ0596;                    North         East    Units  Estimated Accuracy
 EJ0596;SPC AR S     -   589,850.      394,180.      MT  (+/- 180 meters Scaled)
 EJ0596
 EJ0596                          SUPERSEDED SURVEY CONTROL
 EJ0596
 EJ0596  NGVD 29 (??/??/92)   67.030  (m)          219.91   (f) ADJ UNCH    2 0
 EJ0596
 EJ0596.Superseded values are not recommended for survey control.
 EJ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0596.See file dsdata.txt to determine how the superseded data were derived.
 EJ0596
 EJ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU861045(NAD 83)
 EJ0596_MARKER: DB = BENCH MARK DISK
 EJ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0596_STAMPING: W 251 1940
 EJ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0596+STABILITY: SURFACE MOTION
 EJ0596
 EJ0596  HISTORY     - Date     Condition        Report By
 EJ0596  HISTORY     - 1940     MONUMENTED       CGS
 EJ0596  HISTORY     - 20030626 MARK NOT FOUND   USACE
 EJ0596
 EJ0596                          STATION DESCRIPTION
 EJ0596
 EJ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0596'2.9 MI S FROM WRIGHT.
 EJ0596'2.9 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0596'WRIGHT, JEFFERSON COUNTY, 1.0 MILE ALONG A DIRT COUNTY ROAD
 EJ0596'PARALLELING THE LEVEE, AT THE TOE OF THE LEVEE, 195 YARDS WEST OF THE
 EJ0596'ROAD, 150 YARDS WEST OF A TENANT HOUSE, AT THE EDGE OF A CULTIVATED
 EJ0596'FIELD, AND 4.5 FEET SOUTH OF A 4 BY 4-INCH WHITE POST PROJECTING 28
 EJ0596'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED W 251 1940 AND SET IN
 EJ0596'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 EJ0596
 EJ0596                          STATION RECOVERY (2003)
 EJ0596
 EJ0596'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1225 ***********************************************************************
 FG1225  DESIGNATION -  W 254
 FG1225  PID         -  FG1225
 FG1225  STATE/COUNTY-  AR/LOGAN
 FG1225  USGS QUAD   -  COAL HILL (1993)
 FG1225
 FG1225                         *CURRENT SURVEY CONTROL
 FG1225  ___________________________________________________________________
 FG1225* NAD 83(1986)-  35 22 42.     (N)    093 39 06.     (W)     SCALED    
 FG1225* NAVD 88     -       107.560  (meters)     352.89   (feet)  ADJUSTED  
 FG1225  ___________________________________________________________________
 FG1225  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FG1225  DYNAMIC HT  -         107.459 (meters)     352.56  (feet)  COMP
 FG1225  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FG1225
 FG1225  VERT ORDER  -  SECOND    CLASS 0
 FG1225
 FG1225.The horizontal coordinates were scaled from a topographic map and have
 FG1225.an estimated accuracy of +/- 6 seconds.
 FG1225
 FG1225.The orthometric height was determined by differential leveling
 FG1225.and adjusted by the National Geodetic Survey in June 1991..
 FG1225
 FG1225.The geoid height was determined by GEOID03.
 FG1225
 FG1225.The dynamic height is computed by dividing the NAVD 88
 FG1225.geopotential number by the normal gravity value computed on the
 FG1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1225.degrees latitude (g = 980.6199 gals.).
 FG1225
 FG1225.The modeled gravity was interpolated from observed gravity values.
 FG1225
 FG1225;                    North         East    Units  Estimated Accuracy
 FG1225;SPC AR N     -   117,190.      249,940.      MT  (+/- 180 meters Scaled)
 FG1225
 FG1225                          SUPERSEDED SURVEY CONTROL
 FG1225
 FG1225  NGVD 29 (??/??/92)  107.52   (m)          352.8    (f) COMPUTED    2 0
 FG1225
 FG1225.Superseded values are not recommended for survey control.
 FG1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1225.See file dsdata.txt to determine how the superseded data were derived.
 FG1225
 FG1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV408151(NAD 83)
 FG1225_MARKER: DB = BENCH MARK DISK
 FG1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1225_STAMPING: W 254 1940
 FG1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1225+STABILITY: SURFACE MOTION
 FG1225
 FG1225  HISTORY     - Date     Condition        Report By
 FG1225  HISTORY     - 1940     MONUMENTED       CGS
 FG1225  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1225
 FG1225                          STATION DESCRIPTION
 FG1225
 FG1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FG1225'3.3 MI NE FROM KALAMAZOO.
 FG1225'TO REACH FROM KALAMAZOO, PROCEED SOUTHEASTERLY ON GRAVELED ROAD, GO
 FG1225'0.9 MILE.  HERE GRAVELED ROAD TURNS LEFT (NORTH), GO 0.7 MILE.  HERE
 FG1225'GRAVELED ROAD TURNS RIGHT (EAST), GO 0.3 MILE.  AT T-INTERSECTION THE
 FG1225'GRAVELED ROAD ENDS, CONTINUE STRAIGHT (EAST) ON DIRT ROAD, GO 0.7
 FG1225'MILE.  AT ROAD FORKS, TURN LEFT (NORTH), GO 0.45 MILE.  AT ROAD FORKS,
 FG1225'TURN RIGHT (EAST), GO 0.25 MILE.  BENCH MARK IS 40 FEET SOUTH OF
 FG1225'CENTER LINE OF ROAD.  30 FEET SOUTHWEST OF A 40 INCH COTTON WOOD TREE.
 FG1225'16 FEET WEST OF NORTHWEST CORNER OF FARM HOUSE.  3 FEET NORTHWEST OF
 FG1225'CORNER POST OF GARDEN FENCE.  1.3 FEET NORTH OF FENCE. MONUMENT
 FG1225'PROJECTS ABOUT 5 INCHES.  A 4 X 4 INCH WOODEN POST PAINTED WHITE
 FG1225'PROJECTING 18 INCHES IS 4.3 FEET AT 265 DEG MAGNETIC FROM THE BENCH
 FG1225'MARK.  NOTE- FARMHOUSE IS GONE.
 FG1225
 FG1225                          STATION RECOVERY (1959)
 FG1225
 FG1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1128 ***********************************************************************
 DL1128  DESIGNATION -  W 258
 DL1128  PID         -  DL1128
 DL1128  STATE/COUNTY-  AR/MILLER
 DL1128  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1128
 DL1128                         *CURRENT SURVEY CONTROL
 DL1128  ___________________________________________________________________
 DL1128* NAD 83(1986)-  33 10 48.     (N)    093 45 54.     (W)     SCALED    
 DL1128* NAVD 88     -        64.941  (meters)     213.06   (feet)  ADJUSTED  
 DL1128  ___________________________________________________________________
 DL1128  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL1128  DYNAMIC HT  -          64.871 (meters)     212.83  (feet)  COMP
 DL1128  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 DL1128
 DL1128  VERT ORDER  -  FIRST     CLASS I
 DL1128
 DL1128.The horizontal coordinates were scaled from a topographic map and have
 DL1128.an estimated accuracy of +/- 6 seconds.
 DL1128
 DL1128.The orthometric height was determined by differential leveling
 DL1128.and adjusted by the National Geodetic Survey in June 1991..
 DL1128
 DL1128.The geoid height was determined by GEOID03.
 DL1128
 DL1128.The dynamic height is computed by dividing the NAVD 88
 DL1128.geopotential number by the normal gravity value computed on the
 DL1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1128.degrees latitude (g = 980.6199 gals.).
 DL1128
 DL1128.The modeled gravity was interpolated from observed gravity values.
 DL1128
 DL1128;                    North         East    Units  Estimated Accuracy
 DL1128;SPC AR S     -   458,360.      235,390.      MT  (+/- 180 meters Scaled)
 DL1128
 DL1128                          SUPERSEDED SURVEY CONTROL
 DL1128
 DL1128  NGVD 29 (??/??/??)   64.969  (m)          213.15   (f) ADJUSTED    1 1
 DL1128
 DL1128.Superseded values are not recommended for survey control.
 DL1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1128.See file dsdata.txt to determine how the superseded data were derived.
 DL1128
 DL1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS286715(NAD 83)
 DL1128_MARKER: DB = BENCH MARK DISK
 DL1128_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1128+WITH SETTING: INTO GROUND
 DL1128_SP_SET: METAL ROD WITH BASE PLATE
 DL1128_STAMPING: W 258 1977
 DL1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1128+STABILITY: SURFACE MOTION
 DL1128
 DL1128  HISTORY     - Date     Condition        Report By
 DL1128  HISTORY     - 1977     MONUMENTED       NGS
 DL1128
 DL1128                          STATION DESCRIPTION
 DL1128
 DL1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1128'19.3 MI SW FROM GARLAND.
 DL1128'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1128'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG
 DL1128'A GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST
 DL1128'ALONG TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT
 DL1128'TO A T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG A
 DL1128'GRAVEL ROAD TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG A
 DL1128'GRAVEL ROAD TO A T JUNCTION, THENCE 3.7 MILES EAST AND SOUTHERLY
 DL1128'ALONG GRAVEL ROAD TO A T JUNCTION, THENCE 5.0 MILES SOUTH AND
 DL1128'SOUTHWEST ALONG GRAVEL ROAD TO A SHARP CURVE IN ROAD, SET IN
 DL1128'THE FENCE CORNER AT ROAD LEADING ACROSS LEVEE, 26 FEET SOUTHEAST
 DL1128'OF CENTER OF GRAVEL ROAD, 16 FEET NORTHEAST OF CENTER OF ROAD
 DL1128'CROSSING LEVEE, AND 4 FEET SOUTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1099 ***********************************************************************
 DL1099  DESIGNATION -  W 259
 DL1099  PID         -  DL1099
 DL1099  STATE/COUNTY-  AR/MILLER
 DL1099  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1099
 DL1099                         *CURRENT SURVEY CONTROL
 DL1099  ___________________________________________________________________
 DL1099* NAD 83(1986)-  33 01 49.     (N)    093 50 53.     (W)     SCALED    
 DL1099* NAVD 88     -        93.262  (meters)     305.98   (feet)  ADJUSTED  
 DL1099  ___________________________________________________________________
 DL1099  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL1099  DYNAMIC HT  -          93.160 (meters)     305.64  (feet)  COMP
 DL1099  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 DL1099
 DL1099  VERT ORDER  -  FIRST     CLASS I
 DL1099
 DL1099.The horizontal coordinates were scaled from a topographic map and have
 DL1099.an estimated accuracy of +/- 6 seconds.
 DL1099
 DL1099.The orthometric height was determined by differential leveling
 DL1099.and adjusted by the National Geodetic Survey in June 1991..
 DL1099
 DL1099.The geoid height was determined by GEOID03.
 DL1099
 DL1099.The dynamic height is computed by dividing the NAVD 88
 DL1099.geopotential number by the normal gravity value computed on the
 DL1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1099.degrees latitude (g = 980.6199 gals.).
 DL1099
 DL1099.The modeled gravity was interpolated from observed gravity values.
 DL1099
 DL1099;                    North         East    Units  Estimated Accuracy
 DL1099;SPC AR S     -   441,890.      227,350.      MT  (+/- 180 meters Scaled)
 DL1099
 DL1099                          SUPERSEDED SURVEY CONTROL
 DL1099
 DL1099  NGVD 29 (??/??/??)   93.300  (m)          306.10   (f) ADJUSTED    1 1
 DL1099
 DL1099.Superseded values are not recommended for survey control.
 DL1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1099.See file dsdata.txt to determine how the superseded data were derived.
 DL1099
 DL1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS208549(NAD 83)
 DL1099_MARKER: DB = BENCH MARK DISK
 DL1099_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1099+WITH SETTING: INTO GROUND
 DL1099_SP_SET: METAL ROD WITH BASE PLATE
 DL1099_STAMPING: W 259 1977
 DL1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1099+STABILITY: SURFACE MOTION
 DL1099
 DL1099  HISTORY     - Date     Condition        Report By
 DL1099  HISTORY     - 1977     MONUMENTED       NGS
 DL1099
 DL1099                          STATION DESCRIPTION
 DL1099
 DL1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1099'7.6 MI SE FROM DODDRIDGE.
 DL1099'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1099'U.S. HIGHWAY 71 AT DODDRIDGE TO A FORK, THENCE 0.2 MILE SOUTH
 DL1099'TO A FORK, THENCE 0.6 MILE SOUTH ON A GRAVEL ROAD TO A ROAD LEADING
 DL1099'WEST, CONTINUE SOUTHEAST 2.45 MILES TO A JUNCTION, ABOUT 0.2 MILE
 DL1099'NORTHEAST OF NEW HOPE CHURCH, THENCE 1.45 MILES SOUTHEAST TO A
 DL1099'SIDE ROAD LEADING WEST, CONTINUE SOUTHEAST ON MAIN ROAD FOR
 DL1099'0.4 MILE TO A Y JUNCTION, THENCE 0.4 MILE SOUTHWEST TO A POINT
 DL1099'WHERE THE POWER LINE CROSSES ROAD AND GOES ACROSS COUNTRY,
 DL1099'54 FEET SOUTHEAST OF CENTER OF ROAD, 34 FEET SOUTHWEST OF
 DL1099'CENTER OF TRACK ROAD LEADING SOUTH, AND 26 FEET EAST OF A
 DL1099'POWER POLE NUMBER 87 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0069 ***********************************************************************
 GG0069  DESIGNATION -  W 26
 GG0069  PID         -  GG0069
 GG0069  STATE/COUNTY-  AR/BENTON
 GG0069  USGS QUAD   -  SONORA (1994)
 GG0069
 GG0069                         *CURRENT SURVEY CONTROL
 GG0069  ___________________________________________________________________
 GG0069* NAD 83(1986)-  36 13 28.     (N)    094 07 28.     (W)     SCALED    
 GG0069* NAVD 88     -       418.407  (meters)    1372.72   (feet)  ADJUSTED  
 GG0069  ___________________________________________________________________
 GG0069  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GG0069  DYNAMIC HT  -         418.033 (meters)    1371.50  (feet)  COMP
 GG0069  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 GG0069
 GG0069  VERT ORDER  -  FIRST     CLASS II
 GG0069
 GG0069.The horizontal coordinates were scaled from a topographic map and have
 GG0069.an estimated accuracy of +/- 6 seconds.
 GG0069
 GG0069.The orthometric height was determined by differential leveling
 GG0069.and adjusted by the National Geodetic Survey in June 1991..
 GG0069
 GG0069.The geoid height was determined by GEOID03.
 GG0069
 GG0069.The dynamic height is computed by dividing the NAVD 88
 GG0069.geopotential number by the normal gravity value computed on the
 GG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0069.degrees latitude (g = 980.6199 gals.).
 GG0069
 GG0069.The modeled gravity was interpolated from observed gravity values.
 GG0069
 GG0069;                    North         East    Units  Estimated Accuracy
 GG0069;SPC AR N     -   211,870.      209,010.      MT  (+/- 180 meters Scaled)
 GG0069
 GG0069                          SUPERSEDED SURVEY CONTROL
 GG0069
 GG0069  NGVD 29 (??/??/92)  418.270  (m)         1372.27   (f) ADJ UNCH    1 2
 GG0069
 GG0069.Superseded values are not recommended for survey control.
 GG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0069.See file dsdata.txt to determine how the superseded data were derived.
 GG0069
 GG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA989094(NAD 83)
 GG0069_MARKER: DB = BENCH MARK DISK
 GG0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0069_STAMPING: 1372.274 W 26 1932
 GG0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0069+STABILITY: SURFACE MOTION
 GG0069
 GG0069  HISTORY     - Date     Condition        Report By
 GG0069  HISTORY     - 1932     MONUMENTED       CGS
 GG0069  HISTORY     - 1944     MARK NOT FOUND   NGS
 GG0069  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0069  HISTORY     - 19891030 MARK NOT FOUND   NGS
 GG0069
 GG0069                          STATION DESCRIPTION
 GG0069
 GG0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GG0069'2.3 MI S FROM LOWELL.
 GG0069'2.3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0069'LOWELL, BENTON COUNTY, 15 POLES SOUTH OF MILEPOST 340, 9 RAILS
 GG0069'NORTH OF THE VOGEL STATION SIGN, AT A ROAD CROSSING, 38 FEET
 GG0069'EAST OF THE TRACK, AND 30 FEET NORTH OF THE ROAD.  A STANDARD
 GG0069'DISK, STAMPED 1372.274 W 26 1932 AND SET IN THE TOP OF A CONCRETE
 GG0069'POST.
 GG0069
 GG0069                          STATION RECOVERY (1987)
 GG0069
 GG0069'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0069'MARK NOT FOUND.
 GG0069
 GG0069                          STATION RECOVERY (1989)
 GG0069
 GG0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0069'THERE HAS BEEN RAILROAD CONSTRUCTION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1157 ***********************************************************************
 DL1157  DESIGNATION -  W 260
 DL1157  PID         -  DL1157
 DL1157  STATE/COUNTY-  AR/MILLER
 DL1157  USGS QUAD   -  FOUKE NE (1975)
 DL1157
 DL1157                         *CURRENT SURVEY CONTROL
 DL1157  ___________________________________________________________________
 DL1157* NAD 83(1986)-  33 26 15.     (N)    093 45 04.     (W)     SCALED    
 DL1157* NAVD 88     -        71.703  (meters)     235.25   (feet)  ADJUSTED  
 DL1157  ___________________________________________________________________
 DL1157  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DL1157  DYNAMIC HT  -          71.626 (meters)     234.99  (feet)  COMP
 DL1157  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 DL1157
 DL1157  VERT ORDER  -  FIRST     CLASS I
 DL1157
 DL1157.The horizontal coordinates were scaled from a topographic map and have
 DL1157.an estimated accuracy of +/- 6 seconds.
 DL1157
 DL1157.The orthometric height was determined by differential leveling
 DL1157.and adjusted by the National Geodetic Survey in June 1991..
 DL1157
 DL1157.The geoid height was determined by GEOID03.
 DL1157
 DL1157.The dynamic height is computed by dividing the NAVD 88
 DL1157.geopotential number by the normal gravity value computed on the
 DL1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1157.degrees latitude (g = 980.6199 gals.).
 DL1157
 DL1157.The modeled gravity was interpolated from observed gravity values.
 DL1157
 DL1157;                    North         East    Units  Estimated Accuracy
 DL1157;SPC AR S     -   486,890.      237,180.      MT  (+/- 180 meters Scaled)
 DL1157
 DL1157                          SUPERSEDED SURVEY CONTROL
 DL1157
 DL1157  NGVD 29 (??/??/??)   71.726  (m)          235.32   (f) ADJUSTED    1 1
 DL1157
 DL1157.Superseded values are not recommended for survey control.
 DL1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1157.See file dsdata.txt to determine how the superseded data were derived.
 DL1157
 DL1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT301000(NAD 83)
 DL1157_MARKER: DB = BENCH MARK DISK
 DL1157_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1157+WITH SETTING: INTO GROUND
 DL1157_SP_SET: METAL ROD WITH BASE PLATE
 DL1157_STAMPING: W 260 1977
 DL1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1157+STABILITY: SURFACE MOTION
 DL1157
 DL1157  HISTORY     - Date     Condition        Report By
 DL1157  HISTORY     - 1977     MONUMENTED       NGS
 DL1157
 DL1157                          STATION DESCRIPTION
 DL1157
 DL1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1157'2.1 MI NW FROM BECK.
 DL1157'1.3 MILE NORTH ALONG STATE HIGHWAY 296 FROM THE JUNCTION OF US
 DL1157'HIGHWAY 82 AT BECK, THENCE 0.8 MILE NORTHWEST ALONG TOP OF LEVEE
 DL1157'TO A FENCE CROSSING THE LEVEE, 48 FEET SOUTHWEST OF THE CENTER
 DL1157'OF LEVEE, 10 FEET SOUTHEAST OF A FENCE CORNER AT TOP OF LEVEE,
 DL1157'AND 2 FEET NORTHEAST OF A FENCE AT TOE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0022 ***********************************************************************
 FH0022  DESIGNATION -  W 27
 FH0022  PID         -  FH0022
 FH0022  STATE/COUNTY-  AR/CRAWFORD
 FH0022  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0022
 FH0022                         *CURRENT SURVEY CONTROL
 FH0022  ___________________________________________________________________
 FH0022* NAD 83(1986)-  35 44 47.     (N)    094 08 49.     (W)     SCALED    
 FH0022* NAVD 88     -       401.764  (meters)    1318.12   (feet)  ADJUSTED  
 FH0022  ___________________________________________________________________
 FH0022  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FH0022  DYNAMIC HT  -         401.381 (meters)    1316.86  (feet)  COMP
 FH0022  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 FH0022
 FH0022  VERT ORDER  -  FIRST     CLASS II
 FH0022
 FH0022.The horizontal coordinates were scaled from a topographic map and have
 FH0022.an estimated accuracy of +/- 6 seconds.
 FH0022
 FH0022.The orthometric height was determined by differential leveling
 FH0022.and adjusted by the National Geodetic Survey in June 1991..
 FH0022
 FH0022.The geoid height was determined by GEOID03.
 FH0022
 FH0022.The dynamic height is computed by dividing the NAVD 88
 FH0022.geopotential number by the normal gravity value computed on the
 FH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0022.degrees latitude (g = 980.6199 gals.).
 FH0022
 FH0022.The modeled gravity was interpolated from observed gravity values.
 FH0022
 FH0022;                    North         East    Units  Estimated Accuracy
 FH0022;SPC AR N     -   158,880.      205,830.      MT  (+/- 180 meters Scaled)
 FH0022
 FH0022                          SUPERSEDED SURVEY CONTROL
 FH0022
 FH0022  NGVD 29 (??/??/92)  401.612  (m)         1317.62   (f) ADJ UNCH    1 2
 FH0022
 FH0022.Superseded values are not recommended for survey control.
 FH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0022.See file dsdata.txt to determine how the superseded data were derived.
 FH0022
 FH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV962564(NAD 83)
 FH0022_MARKER: DB = BENCH MARK DISK
 FH0022_SETTING: 66 = SET IN ROCK OUTCROP
 FH0022_SP_SET: ROCK LEDGE
 FH0022_STAMPING: W 27 1932
 FH0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0022+STABILITY: POSITION/ELEVATION WELL
 FH0022
 FH0022  HISTORY     - Date     Condition        Report By
 FH0022  HISTORY     - 1932     MONUMENTED       CGS
 FH0022  HISTORY     - 1960     MARK NOT FOUND   NGS
 FH0022
 FH0022                          STATION DESCRIPTION
 FH0022
 FH0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0022'1.7 MI N FROM SCHABERG.
 FH0022'1.7 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0022'SCHABERG, CRAWFORD COUNTY, 12-1/2 POLES SOUTH OF MILEPOST 379,
 FH0022'10 FEET WEST OF THE TRACK, AND IN THE TOP OF A ROCK LEDGE.  A
 FH0022'STANDARD DISK, STAMPED W 27 193K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0148 ***********************************************************************
 FH0148  DESIGNATION -  W 28
 FH0148  PID         -  FH0148
 FH0148  STATE/COUNTY-  AR/SEBASTIAN
 FH0148  USGS QUAD   -  FORT SMITH (1987)
 FH0148
 FH0148                         *CURRENT SURVEY CONTROL
 FH0148  ___________________________________________________________________
 FH0148* NAD 83(1986)-  35 24 02.     (N)    094 25 06.     (W)     SCALED    
 FH0148* NAVD 88     -       126.444  (meters)     414.84   (feet)  ADJUSTED  
 FH0148  ___________________________________________________________________
 FH0148  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FH0148  DYNAMIC HT  -         126.325 (meters)     414.45  (feet)  COMP
 FH0148  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FH0148
 FH0148  VERT ORDER  -  FIRST     CLASS II
 FH0148
 FH0148.The horizontal coordinates were scaled from a topographic map and have
 FH0148.an estimated accuracy of +/- 6 seconds.
 FH0148
 FH0148.The orthometric height was determined by differential leveling
 FH0148.and adjusted by the National Geodetic Survey in June 1991..
 FH0148
 FH0148.The geoid height was determined by GEOID03.
 FH0148
 FH0148.The dynamic height is computed by dividing the NAVD 88
 FH0148.geopotential number by the normal gravity value computed on the
 FH0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0148.degrees latitude (g = 980.6199 gals.).
 FH0148
 FH0148.The modeled gravity was interpolated from observed gravity values.
 FH0148
 FH0148;                    North         East    Units  Estimated Accuracy
 FH0148;SPC AR N     -   121,100.      180,350.      MT  (+/- 180 meters Scaled)
 FH0148
 FH0148                          SUPERSEDED SURVEY CONTROL
 FH0148
 FH0148  NGVD 29 (??/??/92)  126.354  (m)          414.55   (f) ADJ UNCH    1 2
 FH0148
 FH0148.Superseded values are not recommended for survey control.
 FH0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0148.See file dsdata.txt to determine how the superseded data were derived.
 FH0148
 FH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV712183(NAD 83)
 FH0148_MARKER: DB = BENCH MARK DISK
 FH0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0148_STAMPING: 414.546 W 28 1932
 FH0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0148+STABILITY: SURFACE MOTION
 FH0148
 FH0148  HISTORY     - Date     Condition        Report By
 FH0148  HISTORY     - 1932     MONUMENTED       CGS
 FH0148  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0148
 FH0148                          STATION DESCRIPTION
 FH0148
 FH0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0148'AT FORT SMITH.
 FH0148'AT FORT SMITH, SEBASTIAN COUNTY, 1.8 MILES EAST OF THE
 FH0148'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 25-1/2 POLES SOUTH OF
 FH0148'MILEPOST 414, AT THE SIDING OF THE WARD MANUFACTURING CO., 40
 FH0148'FEET EAST OF THE TRANSFORMERS OF THE COMPANY, AND 10 FEET NORTH
 FH0148'OF THE TRACK.  A STANDARD DISK, STAMPED 414.546 W 28 1932
 FH0148'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1631 ***********************************************************************
 EJ1631  DESIGNATION -  W 287
 EJ1631  PID         -  EJ1631
 EJ1631  STATE/COUNTY-  AR/JEFFERSON
 EJ1631  USGS QUAD   -  REDFIELD (1984)
 EJ1631
 EJ1631                         *CURRENT SURVEY CONTROL
 EJ1631  ___________________________________________________________________
 EJ1631* NAD 83(1986)-  34 28 23.     (N)    092 12 26.     (W)     SCALED    
 EJ1631* NAVD 88     -        76.415  (meters)     250.70   (feet)  ADJUSTED  
 EJ1631  ___________________________________________________________________
 EJ1631  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EJ1631  DYNAMIC HT  -          76.343 (meters)     250.47  (feet)  COMP
 EJ1631  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 EJ1631
 EJ1631  VERT ORDER  -  FIRST     CLASS II
 EJ1631
 EJ1631.The horizontal coordinates were scaled from a topographic map and have
 EJ1631.an estimated accuracy of +/- 6 seconds.
 EJ1631
 EJ1631.The orthometric height was determined by differential leveling
 EJ1631.and adjusted by the National Geodetic Survey in June 1991..
 EJ1631
 EJ1631.The geoid height was determined by GEOID03.
 EJ1631
 EJ1631.The dynamic height is computed by dividing the NAVD 88
 EJ1631.geopotential number by the normal gravity value computed on the
 EJ1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1631.degrees latitude (g = 980.6199 gals.).
 EJ1631
 EJ1631.The modeled gravity was interpolated from observed gravity values.
 EJ1631
 EJ1631;                    North         East    Units  Estimated Accuracy
 EJ1631;SPC AR S     -   600,370.      380,960.      MT  (+/- 180 meters Scaled)
 EJ1631
 EJ1631                          SUPERSEDED SURVEY CONTROL
 EJ1631
 EJ1631.No superseded survey control is available for this station.
 EJ1631
 EJ1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU728148(NAD 83)
 EJ1631_MARKER: I = METAL ROD
 EJ1631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1631_SP_SET: STAINLESS STEEL ROD
 EJ1631_STAMPING: W 287 1984
 EJ1631_MARK LOGO: NGS   
 EJ1631_PROJECTION: FLUSH
 EJ1631_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1631_ROD/PIPE-DEPTH: 9.75 meters
 EJ1631
 EJ1631  HISTORY     - Date     Condition        Report By
 EJ1631  HISTORY     - 1984     MONUMENTED       NGS
 EJ1631  HISTORY     - 1988     GOOD             USPSQD
 EJ1631  HISTORY     - 1989     GOOD             USPSQD
 EJ1631  HISTORY     - 1990     GOOD             USPSQD
 EJ1631  HISTORY     - 19980801 GOOD             NRCS
 EJ1631
 EJ1631                          STATION DESCRIPTION
 EJ1631
 EJ1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1631'4.3 KM (2.75 MI) NW FROM REDFIELD.
 EJ1631'0.2 KM (0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET FROM THE POST
 EJ1631'OFFICE IN REDFIELD, THENCE 0.2 KM (0.15 MI) SOUTHWEST ALONG SHERIDAN
 EJ1631'ROAD, THENCE 3.9 KM (2.45 MI) NORTHWEST ALONG STATE HIGHWAY 365 AT A
 EJ1631'GRAVEL ROAD LEADING EAST TO THE KATV RADIO TOWER, 3.5 KM (2.2 MI)
 EJ1631'SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN HENSLEY,
 EJ1631'8.53 METERS (28.0 FT) EAST OF THE CENTER LINE OF THE HIGHWAY,
 EJ1631'9.14 METERS (30.0 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD,
 EJ1631'1.09 METERS (3.6 FT) NORTH OF A TELEPHONE POLE, AND 11.88 METERS
 EJ1631'(39.0 FT) SOUTHWEST OF THE WEST ONE OF TWO I BEAMS SUPPORTING A LARGE
 EJ1631'SIGN.
 EJ1631'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EJ1631'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1631
 EJ1631                          STATION RECOVERY (1988)
 EJ1631
 EJ1631'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1631'RECOVERED IN GOOD CONDITION.
 EJ1631
 EJ1631                          STATION RECOVERY (1989)
 EJ1631
 EJ1631'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1631'RECOVERED IN GOOD CONDITION.
 EJ1631
 EJ1631                          STATION RECOVERY (1990)
 EJ1631
 EJ1631'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1631'RECOVERED IN GOOD CONDITION.
 EJ1631
 EJ1631                          STATION RECOVERY (1998)
 EJ1631
 EJ1631'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EJ1631'RECOVERED IN GOOD CONDITION.  NORTH OF ENTRANCE TO TV TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1619 ***********************************************************************
 EJ1619  DESIGNATION -  W 288
 EJ1619  PID         -  EJ1619
 EJ1619  STATE/COUNTY-  AR/PULASKI
 EJ1619  USGS QUAD   -  WOODSON (1987)
 EJ1619
 EJ1619                         *CURRENT SURVEY CONTROL
 EJ1619  ___________________________________________________________________
 EJ1619* NAD 83(1986)-  34 34 31.     (N)    092 12 42.     (W)     SCALED    
 EJ1619* NAVD 88     -        76.237  (meters)     250.12   (feet)  ADJUSTED  
 EJ1619  ___________________________________________________________________
 EJ1619  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EJ1619  DYNAMIC HT  -          76.164 (meters)     249.88  (feet)  COMP
 EJ1619  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 EJ1619
 EJ1619  VERT ORDER  -  FIRST     CLASS II
 EJ1619
 EJ1619.The horizontal coordinates were scaled from a topographic map and have
 EJ1619.an estimated accuracy of +/- 6 seconds.
 EJ1619
 EJ1619.The orthometric height was determined by differential leveling
 EJ1619.and adjusted by the National Geodetic Survey in June 1991..
 EJ1619
 EJ1619.The geoid height was determined by GEOID03.
 EJ1619
 EJ1619.The dynamic height is computed by dividing the NAVD 88
 EJ1619.geopotential number by the normal gravity value computed on the
 EJ1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1619.degrees latitude (g = 980.6199 gals.).
 EJ1619
 EJ1619.The modeled gravity was interpolated from observed gravity values.
 EJ1619
 EJ1619;                    North         East    Units  Estimated Accuracy
 EJ1619;SPC AR S     -   611,710.      380,580.      MT  (+/- 180 meters Scaled)
 EJ1619
 EJ1619                          SUPERSEDED SURVEY CONTROL
 EJ1619
 EJ1619.No superseded survey control is available for this station.
 EJ1619
 EJ1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU723262(NAD 83)
 EJ1619_MARKER: I = METAL ROD
 EJ1619_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EJ1619_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EJ1619_STAMPING: W 288 1984
 EJ1619_MARK LOGO: NGS   
 EJ1619_PROJECTION: FLUSH
 EJ1619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1619+STABILITY: POSITION/ELEVATION WELL
 EJ1619_ROD/PIPE-DEPTH: 12.2 meters
 EJ1619_SLEEVE-DEPTH  : 6.1 meters
 EJ1619
 EJ1619  HISTORY     - Date     Condition        Report By
 EJ1619  HISTORY     - 1984     MONUMENTED       NGS
 EJ1619  HISTORY     - 1988     GOOD             USPSQD
 EJ1619  HISTORY     - 1989     GOOD             USPSQD
 EJ1619  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ1619  HISTORY     - 1990     GOOD             USPSQD
 EJ1619
 EJ1619                          STATION DESCRIPTION
 EJ1619
 EJ1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1619'3.0 KM (1.9 MI) SOUTH FROM WRIGHTSVILLE.
 EJ1619'3.0 KM (1.9 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE AND
 EJ1619'THE JUNCTION OF STATE HIGHWAY 386 IN WRIGHTSVILLE, AT THE NORTH ONE OF
 EJ1619'TWO DRIVEWAYS LEADING EAST TO MR. J.M. MORGANS FARM HOME, 6.3 KM
 EJ1619'(3.9 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1619'WOODSON, IN A RIGHT ANGLE FORMED BY A 1.2 METERS (4.0 FT) HIGH HEDGE,
 EJ1619'46.93 METERS (154.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A METAL
 EJ1619'MACHINE BUILDING, 32.91 METERS (108.0 FT) WEST OF THE NORTHWEST CORNER
 EJ1619'OF MR. MORGANS HOME, 19.20 METERS (63.0 FT) WEST-SOUTHWEST OF A TRIPLE
 EJ1619'TRUNK MAPLE TREE, 15.39 METERS (50.5 FT) EAST-NORTHEAST OF THE CENTER
 EJ1619'LINE OF THE HIGHWAY, 5.88 METERS (19.3 FT) NORTH OF THE CENTER OF THE
 EJ1619'NORTH GRAVEL DRIVEWAY, AND 2.44 METERS (8.0 FT) NORTHEAST OF THE
 EJ1619'CORNER OF A NORTH-SOUTH AND EAST-WEST HEDGE ROW.  NOTE, ROD DRIVEN TO
 EJ1619'GRADUAL REFUSAL.
 EJ1619'THE MARK IS 0.91 M ABOVE HIGHWAY.
 EJ1619
 EJ1619                          STATION RECOVERY (1988)
 EJ1619
 EJ1619'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1619'RECOVERED IN GOOD CONDITION.
 EJ1619
 EJ1619                          STATION RECOVERY (1989)
 EJ1619
 EJ1619'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1619'RECOVERED IN GOOD CONDITION.
 EJ1619
 EJ1619                          STATION RECOVERY (1990)
 EJ1619
 EJ1619'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1619'MARK NOT FOUND.
 EJ1619
 EJ1619                          STATION RECOVERY (1990)
 EJ1619
 EJ1619'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2590 ***********************************************************************
 EH2590  DESIGNATION -  W 289
 EH2590  PID         -  EH2590
 EH2590  STATE/COUNTY-  AR/JEFFERSON
 EH2590  USGS QUAD   -  TARRY (1971)
 EH2590
 EH2590                         *CURRENT SURVEY CONTROL
 EH2590  ___________________________________________________________________
 EH2590* NAD 83(1986)-  34 06 52.     (N)    091 45 38.     (W)     SCALED    
 EH2590* NAVD 88     -        58.147  (meters)     190.77   (feet)  ADJUSTED  
 EH2590  ___________________________________________________________________
 EH2590  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EH2590  DYNAMIC HT  -          58.090 (meters)     190.58  (feet)  COMP
 EH2590  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 EH2590
 EH2590  VERT ORDER  -  FIRST     CLASS II
 EH2590
 EH2590.The horizontal coordinates were scaled from a topographic map and have
 EH2590.an estimated accuracy of +/- 6 seconds.
 EH2590
 EH2590.The orthometric height was determined by differential leveling
 EH2590.and adjusted by the National Geodetic Survey in June 1991..
 EH2590
 EH2590.The geoid height was determined by GEOID03.
 EH2590
 EH2590.The dynamic height is computed by dividing the NAVD 88
 EH2590.geopotential number by the normal gravity value computed on the
 EH2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2590.degrees latitude (g = 980.6199 gals.).
 EH2590
 EH2590.The modeled gravity was interpolated from observed gravity values.
 EH2590
 EH2590;                    North         East    Units  Estimated Accuracy
 EH2590;SPC AR S     -   560,600.      422,090.      MT  (+/- 180 meters Scaled)
 EH2590
 EH2590                          SUPERSEDED SURVEY CONTROL
 EH2590
 EH2590.No superseded survey control is available for this station.
 EH2590
 EH2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT143755(NAD 83)
 EH2590_MARKER: I = METAL ROD
 EH2590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2590_SP_SET: STAINLESS STEEL ROD
 EH2590_STAMPING: W 289 1984
 EH2590_MARK LOGO: NGS   
 EH2590_PROJECTION: FLUSH
 EH2590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2590_ROD/PIPE-DEPTH: 24.4 meters
 EH2590
 EH2590  HISTORY     - Date     Condition        Report By
 EH2590  HISTORY     - 1984     MONUMENTED       NGS
 EH2590  HISTORY     - 1988     GOOD             USPSQD
 EH2590  HISTORY     - 1989     GOOD             USPSQD
 EH2590  HISTORY     - 1990     GOOD             USPSQD
 EH2590
 EH2590                          STATION DESCRIPTION
 EH2590
 EH2590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2590'5.0 KM (3.15 MI) SE FROM MOSCOW.
 EH2590'5.0 KM (3.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2590'IN MOSCOW, AT A PAVED DIAGONAL CROSSROADS, SET 0.76 METERS (2.5 FT)
 EH2590'SOUTHEAST OF THE SOUTHERN ONE OF THREE LARGE POWER LINE POLES
 EH2590'SUPPORTING A HIGH TENSION POWER LINE, ALSO 7.0 KM (4.35 MI) NORTHWEST
 EH2590'ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN GRADY, 18.74 METERS
 EH2590'(61.5 FT) NORTHEAST OF THE CENTER LINE OF HIGHWAY 65, 15.84 METERS
 EH2590'(52.0 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING NORTH,
 EH2590'24.07 METERS (79.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE WESTERN
 EH2590'ONE OF TWO GAS PUMPS AT JERRYS STORE, AND 31.69 METERS (104.0 FT)
 EH2590'NORTH-NORTHWEST OF THE NORTHWEST END OF AN 18-INCH DIAMETER CULVERT
 EH2590'UNDER THE PAVED ROAD LEADING NORTH.
 EH2590'THE MARK IS 0.90 METERS  SE FROM A WITNESS POST.
 EH2590'THE MARK IS ABOVE LEVEL WITH HIGHWAY 65.
 EH2590
 EH2590                          STATION RECOVERY (1988)
 EH2590
 EH2590'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2590'RECOVERED IN GOOD CONDITION.
 EH2590
 EH2590                          STATION RECOVERY (1989)
 EH2590
 EH2590'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2590'RECOVERED IN GOOD CONDITION.
 EH2590
 EH2590                          STATION RECOVERY (1990)
 EH2590
 EH2590'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1205 ***********************************************************************
 FG1205  DESIGNATION -  W 29
 FG1205  PID         -  FG1205
 FG1205  STATE/COUNTY-  AR/JOHNSON
 FG1205  USGS QUAD   -  COAL HILL (1993)
 FG1205
 FG1205                         *CURRENT SURVEY CONTROL
 FG1205  ___________________________________________________________________
 FG1205* NAD 83(1986)-  35 26 14.     (N)    093 41 43.     (W)     SCALED    
 FG1205* NAVD 88     -       152.413  (meters)     500.04   (feet)  ADJUSTED  
 FG1205  ___________________________________________________________________
 FG1205  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FG1205  DYNAMIC HT  -         152.272 (meters)     499.58  (feet)  COMP
 FG1205  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 FG1205
 FG1205  VERT ORDER  -  FIRST     CLASS II
 FG1205
 FG1205.The horizontal coordinates were scaled from a topographic map and have
 FG1205.an estimated accuracy of +/- 6 seconds.
 FG1205
 FG1205.The orthometric height was determined by differential leveling
 FG1205.and adjusted by the National Geodetic Survey in June 1991..
 FG1205
 FG1205.The geoid height was determined by GEOID03.
 FG1205
 FG1205.The dynamic height is computed by dividing the NAVD 88
 FG1205.geopotential number by the normal gravity value computed on the
 FG1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1205.degrees latitude (g = 980.6199 gals.).
 FG1205
 FG1205.The modeled gravity was interpolated from observed gravity values.
 FG1205
 FG1205;                    North         East    Units  Estimated Accuracy
 FG1205;SPC AR N     -   123,790.      246,090.      MT  (+/- 180 meters Scaled)
 FG1205
 FG1205                          SUPERSEDED SURVEY CONTROL
 FG1205
 FG1205  NGVD 29 (??/??/92)  152.370  (m)          499.90   (f) ADJ UNCH    1 2
 FG1205
 FG1205.Superseded values are not recommended for survey control.
 FG1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1205.See file dsdata.txt to determine how the superseded data were derived.
 FG1205
 FG1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV368217(NAD 83)
 FG1205_MARKER: DB = BENCH MARK DISK
 FG1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1205_MARK LOGO: CGS   
 FG1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1205+STABILITY: SURFACE MOTION
 FG1205
 FG1205  HISTORY     - Date     Condition        Report By
 FG1205  HISTORY     - UNK      MONUMENTED       CGS
 FG1205  HISTORY     - 1961     GOOD             USGS
 FG1205  HISTORY     - 1984     GOOD             NGS
 FG1205  HISTORY     - 1987     GOOD             USPSQD
 FG1205  HISTORY     - 1988     GOOD             USPSQD
 FG1205  HISTORY     - 1989     GOOD             USPSQD
 FG1205  HISTORY     - 1989     GOOD             USPSQD
 FG1205
 FG1205                          STATION DESCRIPTION
 FG1205
 FG1205'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FG1205'1.4 MI W FROM COAL HILL.
 FG1205'ABOUT 1.4 MILES WEST ALONG U.S. HWY 64, FROM COAL HILL, JOHNSON
 FG1205'COUNTY, 325 FEET SOUTH OF HWY. AND ROAD SOUTH.  BM IS 50 FEET WEST OF
 FG1205'THE NORTH-SOUTH ROAD.
 FG1205
 FG1205                          STATION RECOVERY (1984)
 FG1205
 FG1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1205'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN COAL HILL,
 FG1205'1.9 KM (1.2 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE,
 FG1205'THENCE 0.1 KM (0.05 MI ) SOUTH (DOWN HILL) ALONG AN OLD ROAD BED AT
 FG1205'THE CROSSING OF AN OLD RAILROAD BED, THE MARK IS ABOUT 143.25 METERS
 FG1205'(470.0 FT) SOUTH OF U.S. HIGHWAY 64, 45.72 METERS (150.0 FT)
 FG1205'NORTH-NORTHEAST OF THE NORTHEAST EDGE OF A SMALL POND, 15.08 METERS
 FG1205'(49.0 FT) WEST OF THE CENTER OF THE OLD ROAD BED, 12.25 METERS
 FG1205'(40.2 FT) WEST-NORTHWEST OF A 10 FEET POLE NUMBER 675 WITH UNDER
 FG1205'GROUND WARNING CABLE SIGNS, AND 12.19 METERS (40.0 FT) NORTH OF AN OLD
 FG1205'FENCE LINE NEAR THE CENTER OF THE OLD RAILROAD BED.
 FG1205'THE MARK IS 19.9 METERS  SW FROM A WITNESS POST.
 FG1205'THE MARK IS 3.0 M BELOW HIGHWAY 64.
 FG1205
 FG1205                          STATION RECOVERY (1987)
 FG1205
 FG1205'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 FG1205'RECOVERED IN GOOD CONDITION.
 FG1205
 FG1205                          STATION RECOVERY (1988)
 FG1205
 FG1205'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1205'RECOVERED IN GOOD CONDITION.
 FG1205
 FG1205                          STATION RECOVERY (1989)
 FG1205
 FG1205'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1205'RECOVERED IN GOOD CONDITION.
 FG1205
 FG1205                          STATION RECOVERY (1989)
 FG1205
 FG1205'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1679 ***********************************************************************
 EJ1679  DESIGNATION -  W 290
 EJ1679  PID         -  EJ1679
 EJ1679  STATE/COUNTY-  AR/FAULKNER
 EJ1679  USGS QUAD   -  MAYFLOWER (1987)
 EJ1679
 EJ1679                         *CURRENT SURVEY CONTROL
 EJ1679  ___________________________________________________________________
 EJ1679* NAD 83(1986)-  34 56 37.     (N)    092 26 19.     (W)     SCALED    
 EJ1679* NAVD 88     -        89.689  (meters)     294.25   (feet)  ADJUSTED  
 EJ1679  ___________________________________________________________________
 EJ1679  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EJ1679  DYNAMIC HT  -          89.605 (meters)     293.98  (feet)  COMP
 EJ1679  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EJ1679
 EJ1679  VERT ORDER  -  FIRST     CLASS II
 EJ1679
 EJ1679.The horizontal coordinates were scaled from a topographic map and have
 EJ1679.an estimated accuracy of +/- 6 seconds.
 EJ1679
 EJ1679.The orthometric height was determined by differential leveling
 EJ1679.and adjusted by the National Geodetic Survey in June 1991..
 EJ1679
 EJ1679.The geoid height was determined by GEOID03.
 EJ1679
 EJ1679.The dynamic height is computed by dividing the NAVD 88
 EJ1679.geopotential number by the normal gravity value computed on the
 EJ1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1679.degrees latitude (g = 980.6199 gals.).
 EJ1679
 EJ1679.The modeled gravity was interpolated from observed gravity values.
 EJ1679
 EJ1679;                    North         East    Units  Estimated Accuracy
 EJ1679;SPC AR N     -    67,800.      359,930.      MT  (+/- 180 meters Scaled)
 EJ1679
 EJ1679                          SUPERSEDED SURVEY CONTROL
 EJ1679
 EJ1679  NGVD 29 (06/07/95)   89.742  (m)          294.43   (f) ADJUSTED    1 2
 EJ1679
 EJ1679.Superseded values are not recommended for survey control.
 EJ1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1679.See file dsdata.txt to determine how the superseded data were derived.
 EJ1679
 EJ1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU512669(NAD 83)
 EJ1679_MARKER: I = METAL ROD
 EJ1679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1679_SP_SET: STAINLESS STEEL ROD
 EJ1679_STAMPING: W 290 1984
 EJ1679_MARK LOGO: NGS   
 EJ1679_PROJECTION: FLUSH
 EJ1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1679_ROD/PIPE-DEPTH: 4.27 meters
 EJ1679
 EJ1679  HISTORY     - Date     Condition        Report By
 EJ1679  HISTORY     - 1984     MONUMENTED       NGS
 EJ1679  HISTORY     - 1988     GOOD             USPSQD
 EJ1679  HISTORY     - 1989     GOOD             USPSQD
 EJ1679  HISTORY     - 1989     GOOD             USPSQD
 EJ1679  HISTORY     - 1990     GOOD             USPSQD
 EJ1679  HISTORY     - 20020717 MARK NOT FOUND   USACE
 EJ1679
 EJ1679                          STATION DESCRIPTION
 EJ1679
 EJ1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1679'2.2 KM (1.4 MI) SOUTH FROM MAYFLOWER.
 EJ1679'0.1 KM (0.05 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 365 FROM THE POST
 EJ1679'OFFICE IN MAYFLOWER, THENCE 0.5 KM (0.3 MI) WEST ALONG MILLER STREET,
 EJ1679'THENCE 1.7 KM (1.05 MI) SOUTHWEST ALONG CENTER STREET TO THE MARK ON
 EJ1679'THE RIGHT, 11.22 METERS (36.8 FT) NORTHWEST OF THE APPROXIMATE CENTER
 EJ1679'OF CENTER STREET, 23.22 METERS (76.5 FT) EAST-NORTHEAST OF A LARGE
 EJ1679'TREE, 14.63 METERS (48.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EJ1679'ONE LEVEL WOODEN HOUSE, 4.11 METERS (13.5 FT) NORTHEAST OF THE GUY
 EJ1679'WIRE ANCHOR FOR A POWERLINE POLE WITH A TRANSFORMER, AND 0.67 METERS
 EJ1679'(2.2 FT) SOUTHEAST OF A POWERLINE POLE WITH A TRANSFORMER AND GUY
 EJ1679'WIRE.
 EJ1679'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 EJ1679'THE MARK IS 0.61 M ABOVE STREET.
 EJ1679
 EJ1679                          STATION RECOVERY (1988)
 EJ1679
 EJ1679'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1679'RECOVERED IN GOOD CONDITION.
 EJ1679
 EJ1679                          STATION RECOVERY (1989)
 EJ1679
 EJ1679'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ1679'RECOVERED IN GOOD CONDITION.
 EJ1679
 EJ1679                          STATION RECOVERY (1989)
 EJ1679
 EJ1679'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1679'RECOVERED IN GOOD CONDITION.
 EJ1679
 EJ1679                          STATION RECOVERY (1990)
 EJ1679
 EJ1679'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ1679'RECOVERED IN GOOD CONDITION.
 EJ1679
 EJ1679                          STATION RECOVERY (2002)
 EJ1679
 EJ1679'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 EJ1679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1558 ***********************************************************************
 FG1558  DESIGNATION -  W 291
 FG1558  PID         -  FG1558
 FG1558  STATE/COUNTY-  AR/CONWAY
 FG1558  USGS QUAD   -  MORRILTON EAST (1990)
 FG1558
 FG1558                         *CURRENT SURVEY CONTROL
 FG1558  ___________________________________________________________________
 FG1558* NAD 83(1986)-  35 09 13.     (N)    092 44 43.     (W)     SCALED    
 FG1558* NAVD 88     -       119.629  (meters)     392.48   (feet)  ADJUSTED  
 FG1558  ___________________________________________________________________
 FG1558  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FG1558  DYNAMIC HT  -         119.516 (meters)     392.11  (feet)  COMP
 FG1558  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 FG1558
 FG1558  VERT ORDER  -  FIRST     CLASS II
 FG1558
 FG1558.The horizontal coordinates were scaled from a topographic map and have
 FG1558.an estimated accuracy of +/- 6 seconds.
 FG1558
 FG1558.The orthometric height was determined by differential leveling
 FG1558.and adjusted by the National Geodetic Survey in June 1991..
 FG1558
 FG1558.The geoid height was determined by GEOID03.
 FG1558
 FG1558.The dynamic height is computed by dividing the NAVD 88
 FG1558.geopotential number by the normal gravity value computed on the
 FG1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1558.degrees latitude (g = 980.6199 gals.).
 FG1558
 FG1558.The modeled gravity was interpolated from observed gravity values.
 FG1558
 FG1558;                    North         East    Units  Estimated Accuracy
 FG1558;SPC AR N     -    91,260.      332,100.      MT  (+/- 180 meters Scaled)
 FG1558
 FG1558                          SUPERSEDED SURVEY CONTROL
 FG1558
 FG1558  NGVD 29 (06/07/95)  119.667  (m)          392.61   (f) ADJUSTED    1 2
 FG1558
 FG1558.Superseded values are not recommended for survey control.
 FG1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1558.See file dsdata.txt to determine how the superseded data were derived.
 FG1558
 FG1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU232901(NAD 83)
 FG1558_MARKER: DB = BENCH MARK DISK
 FG1558_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 FG1558_SP_SET: FOUNDATION
 FG1558_STAMPING: W 291 1984
 FG1558_MARK LOGO: NGS   
 FG1558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1558+STABILITY: POSITION/ELEVATION WELL
 FG1558
 FG1558  HISTORY     - Date     Condition        Report By
 FG1558  HISTORY     - 1984     MONUMENTED       NGS
 FG1558  HISTORY     - 1984     GOOD             USPSQD
 FG1558  HISTORY     - 1984     GOOD             NGS
 FG1558  HISTORY     - 1987     GOOD             USPSQD
 FG1558  HISTORY     - 1988     GOOD             USPSQD
 FG1558  HISTORY     - 1989     GOOD             USPSQD
 FG1558  HISTORY     - 1989     GOOD             USPSQD
 FG1558  HISTORY     - 19970319 GOOD             USPSQD
 FG1558
 FG1558                          STATION DESCRIPTION
 FG1558
 FG1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1558'IN MORRILTON.
 FG1558'IN MORRILTON, SET VERTICALLY IN THE SOUTH FACE AND NEAR THE SOUTHEAST
 FG1558'CORNER OF THE POST OFFICE, 4.02 METERS (13.2 FT) WEST OF THE SOUTHEAST
 FG1558'CORNER OF THE POST OFFICE.  NOTE IT IS KNOWN THAT THE FOUNDATION OF
 FG1558'THIS BUILDING IS ON BEDROCK.
 FG1558'THE MARK IS 0.88 M ABOVE GROUND.
 FG1558
 FG1558                          STATION RECOVERY (1984)
 FG1558
 FG1558'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 FG1558'RECOVERED IN GOOD CONDITION.
 FG1558
 FG1558                          STATION RECOVERY (1984)
 FG1558
 FG1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1558'RECOVERED IN GOOD CONDITION.
 FG1558
 FG1558                          STATION RECOVERY (1987)
 FG1558
 FG1558'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1558'RECOVERED IN GOOD CONDITION.
 FG1558
 FG1558                          STATION RECOVERY (1988)
 FG1558
 FG1558'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1558'RECOVERED IN GOOD CONDITION.
 FG1558
 FG1558                          STATION RECOVERY (1989)
 FG1558
 FG1558'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1558'RECOVERED IN GOOD CONDITION.
 FG1558
 FG1558                          STATION RECOVERY (1989)
 FG1558
 FG1558'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1558'RECOVERED IN GOOD CONDITION.
 FG1558
 FG1558                          STATION RECOVERY (1997)
 FG1558
 FG1558'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1596 ***********************************************************************
 FG1596  DESIGNATION -  W 292
 FG1596  PID         -  FG1596
 FG1596  STATE/COUNTY-  AR/POPE
 FG1596  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1596
 FG1596                         *CURRENT SURVEY CONTROL
 FG1596  ___________________________________________________________________
 FG1596* NAD 83(1986)-  35 19 32.     (N)    093 12 58.     (W)     SCALED    
 FG1596* NAVD 88     -       117.274  (meters)     384.76   (feet)  ADJUSTED  
 FG1596  ___________________________________________________________________
 FG1596  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FG1596  DYNAMIC HT  -         117.163 (meters)     384.39  (feet)  COMP
 FG1596  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FG1596
 FG1596  VERT ORDER  -  FIRST     CLASS II
 FG1596
 FG1596.The horizontal coordinates were scaled from a topographic map and have
 FG1596.an estimated accuracy of +/- 6 seconds.
 FG1596
 FG1596.The orthometric height was determined by differential leveling
 FG1596.and adjusted by the National Geodetic Survey in June 1991..
 FG1596
 FG1596.The geoid height was determined by GEOID03.
 FG1596
 FG1596.The dynamic height is computed by dividing the NAVD 88
 FG1596.geopotential number by the normal gravity value computed on the
 FG1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1596.degrees latitude (g = 980.6199 gals.).
 FG1596
 FG1596.The modeled gravity was interpolated from observed gravity values.
 FG1596
 FG1596;                    North         East    Units  Estimated Accuracy
 FG1596;SPC AR N     -   110,760.      289,430.      MT  (+/- 180 meters Scaled)
 FG1596
 FG1596                          SUPERSEDED SURVEY CONTROL
 FG1596
 FG1596.No superseded survey control is available for this station.
 FG1596
 FG1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV803091(NAD 83)
 FG1596_MARKER: I = METAL ROD
 FG1596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1596_SP_SET: STAINLESS STEEL ROD
 FG1596_STAMPING: W 292 1984
 FG1596_MARK LOGO: NGS   
 FG1596_PROJECTION: FLUSH
 FG1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1596+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 FG1596_ROD/PIPE-DEPTH: 4.87 meters
 FG1596
 FG1596  HISTORY     - Date     Condition        Report By
 FG1596  HISTORY     - 1984     MONUMENTED       NGS
 FG1596  HISTORY     - 1987     GOOD             USPSQD
 FG1596  HISTORY     - 1988     GOOD             USPSQD
 FG1596  HISTORY     - 1989     GOOD             USPSQD
 FG1596  HISTORY     - 1990     GOOD             USPSQD
 FG1596  HISTORY     - 20050527 GOOD             GEOCAC
 FG1596
 FG1596                          STATION DESCRIPTION
 FG1596
 FG1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1596'3.9 KM (2.4 MI) EAST FROM LONDON.
 FG1596'3.9 KM (2.4 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1596'LONDON, AT A GRAVEL ROAD LEADING SOUTH TO THE CARGIL ELEVATOR, 0.5 KM
 FG1596'(0.3 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE HIGHWAY
 FG1596'333 SOUTH, 14.93 METERS (49.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY
 FG1596'64, 17.22 METERS (56.5 FT) EAST OF THE CENTER OF THE GRAVEL ROAD
 FG1596'LEADING SOUTH, 4.05 METERS (13.3 FT) WEST OF A GUY WIRE ANCHOR,
 FG1596'0.85 METERS (2.8 FT) EAST OF A POWERLINE POLE NUMBER 86 WITH A LIGHT,
 FG1596'AND 1.21 METERS (4.0 FT) SOUTHWEST OF THE SOUTH FIRST OF TWO METAL
 FG1596'LEGS SUPPORTING THE CARGIL SIGN.  NOTE, ROD DRIVEN TO REFUSAL AT THIS
 FG1596'DEPTH.
 FG1596'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FG1596'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
 FG1596
 FG1596                          STATION RECOVERY (1987)
 FG1596
 FG1596'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1596'RECOVERED IN GOOD CONDITION.
 FG1596
 FG1596                          STATION RECOVERY (1988)
 FG1596
 FG1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1596'RECOVERED IN GOOD CONDITION.
 FG1596
 FG1596                          STATION RECOVERY (1989)
 FG1596
 FG1596'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1596'RECOVERED IN GOOD CONDITION.
 FG1596
 FG1596                          STATION RECOVERY (1990)
 FG1596
 FG1596'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1596'RECOVERED IN GOOD CONDITION.
 FG1596
 FG1596                          STATION RECOVERY (2005)
 FG1596
 FG1596'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FG1596'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1586 ***********************************************************************
 FG1586  DESIGNATION -  W 293
 FG1586  PID         -  FG1586
 FG1586  STATE/COUNTY-  AR/POPE
 FG1586  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1586
 FG1586                         *CURRENT SURVEY CONTROL
 FG1586  ___________________________________________________________________
 FG1586* NAD 83(1986)-  35 16 25.     (N)    093 04 42.     (W)     SCALED    
 FG1586* NAVD 88     -       136.544  (meters)     447.98   (feet)  ADJUSTED  
 FG1586  ___________________________________________________________________
 FG1586  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FG1586  DYNAMIC HT  -         136.415 (meters)     447.55  (feet)  COMP
 FG1586  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 FG1586
 FG1586  VERT ORDER  -  FIRST     CLASS II
 FG1586
 FG1586.The horizontal coordinates were scaled from a topographic map and have
 FG1586.an estimated accuracy of +/- 6 seconds.
 FG1586
 FG1586.The orthometric height was determined by differential leveling
 FG1586.and adjusted by the National Geodetic Survey in June 1991..
 FG1586
 FG1586.The geoid height was determined by GEOID03.
 FG1586
 FG1586.The dynamic height is computed by dividing the NAVD 88
 FG1586.geopotential number by the normal gravity value computed on the
 FG1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1586.degrees latitude (g = 980.6199 gals.).
 FG1586
 FG1586.The modeled gravity was interpolated from observed gravity values.
 FG1586
 FG1586;                    North         East    Units  Estimated Accuracy
 FG1586;SPC AR N     -   104,850.      301,900.      MT  (+/- 180 meters Scaled)
 FG1586
 FG1586                          SUPERSEDED SURVEY CONTROL
 FG1586
 FG1586.No superseded survey control is available for this station.
 FG1586
 FG1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV928033(NAD 83)
 FG1586_MARKER: I = METAL ROD
 FG1586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1586+WITH SETTING: INFORMATION.
 FG1586_SP_SET: SHALLOW SET METAL ROD
 FG1586_STAMPING: W 293 1984
 FG1586_MARK LOGO: NGS   
 FG1586_PROJECTION: RECESSED 3 CENTIMETERS
 FG1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1586_ROD/PIPE-DEPTH: 2.29 meters
 FG1586
 FG1586  HISTORY     - Date     Condition        Report By
 FG1586  HISTORY     - 1984     MONUMENTED       NGS
 FG1586  HISTORY     - 1987     GOOD             USPSQD
 FG1586  HISTORY     - 1989     GOOD             USPSQD
 FG1586  HISTORY     - 1989     GOOD             USPSQD
 FG1586
 FG1586                          STATION DESCRIPTION
 FG1586
 FG1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1586'5.9 KM (3.65 MI) EAST FROM RUSSELLVILLE.
 FG1586'0.2 KM (0.1 MI) WEST ALONG SECOND STREET FROM THE POST OFFICE IN
 FG1586'RUSSELLVILLE, THENCE 0.2 KM (0.1 MI) NORTH ALONG ARKANSAS AVENUE,
 FG1586'THENCE 5.2 KM (3.25 MI) EAST ALONG U.S. HIGHWAY 64 TO A DRIVE-IN
 FG1586'THEATRE AND THE MARK ON THE RIGHT, 25.48 METERS (83.6 FT) SOUTHWEST OF
 FG1586'THE CENTERLINE OF THE HIGHWAY, 11.10 METERS (36.4 FT) WEST-SOUTHWEST
 FG1586'OF A FIRE HYDRANT, 10.18 METERS (33.4 FT) SOUTHEAST OF THE APPROXIMATE
 FG1586'CENTER OF THE DRIVE-IN THEATRE ROAD, AND 1.83 METERS (6.0 FT) SOUTH OF
 FG1586'THE SOUTH BRACE POST FOR THE DRIVE-IN THEATRE SIGN.  NOTE, ROD DRIVEN
 FG1586'TO REFUSAL.
 FG1586'THE MARK IS 0.30 M BELOW HIGHWAY.
 FG1586
 FG1586                          STATION RECOVERY (1987)
 FG1586
 FG1586'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1586'RECOVERED IN GOOD CONDITION.
 FG1586
 FG1586                          STATION RECOVERY (1989)
 FG1586
 FG1586'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1586'RECOVERED IN GOOD CONDITION.
 FG1586
 FG1586                          STATION RECOVERY (1989)
 FG1586
 FG1586'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1625 ***********************************************************************
 FG1625  DESIGNATION -  W 294
 FG1625  PID         -  FG1625
 FG1625  STATE/COUNTY-  AR/JOHNSON
 FG1625  USGS QUAD   -  HARTMAN (1993)
 FG1625
 FG1625                         *CURRENT SURVEY CONTROL
 FG1625  ___________________________________________________________________
 FG1625* NAD 83(1986)-  35 27 22.     (N)    093 32 13.     (W)     SCALED    
 FG1625* NAVD 88     -       116.691  (meters)     382.84   (feet)  ADJUSTED  
 FG1625  ___________________________________________________________________
 FG1625  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FG1625  DYNAMIC HT  -         116.583 (meters)     382.49  (feet)  COMP
 FG1625  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 FG1625
 FG1625  VERT ORDER  -  FIRST     CLASS II
 FG1625
 FG1625.The horizontal coordinates were scaled from a topographic map and have
 FG1625.an estimated accuracy of +/- 6 seconds.
 FG1625
 FG1625.The orthometric height was determined by differential leveling
 FG1625.and adjusted by the National Geodetic Survey in June 1991..
 FG1625
 FG1625.The geoid height was determined by GEOID03.
 FG1625
 FG1625.The dynamic height is computed by dividing the NAVD 88
 FG1625.geopotential number by the normal gravity value computed on the
 FG1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1625.degrees latitude (g = 980.6199 gals.).
 FG1625
 FG1625.The modeled gravity was interpolated from observed gravity values.
 FG1625
 FG1625;                    North         East    Units  Estimated Accuracy
 FG1625;SPC AR N     -   125,650.      260,490.      MT  (+/- 180 meters Scaled)
 FG1625
 FG1625                          SUPERSEDED SURVEY CONTROL
 FG1625
 FG1625.No superseded survey control is available for this station.
 FG1625
 FG1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV512237(NAD 83)
 FG1625_MARKER: I = METAL ROD
 FG1625_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1625+WITH SETTING: INFORMATION.
 FG1625_SP_SET: SHALLOW SET METAL ROD
 FG1625_STAMPING: W 294 1984
 FG1625_MARK LOGO: NGS   
 FG1625_PROJECTION: RECESSED 6 CENTIMETERS
 FG1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1625_ROD/PIPE-DEPTH: 2.92 meters
 FG1625
 FG1625  HISTORY     - Date     Condition        Report By
 FG1625  HISTORY     - 1984     MONUMENTED       NGS
 FG1625  HISTORY     - 1987     GOOD             USPSQD
 FG1625  HISTORY     - 1988     GOOD             USPSQD
 FG1625  HISTORY     - 1989     GOOD             USPSQD
 FG1625  HISTORY     - 1990     GOOD             USPSQD
 FG1625
 FG1625                          STATION DESCRIPTION
 FG1625
 FG1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1625'7.3 KM (4.55 MI) WSW FROM CLARKSVILLE.
 FG1625'7.3 KM (4.55 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE IN
 FG1625'CLARKSVILLE, AT A GRAVEL SIDEROAD LEADING WEST-NORTHWEST, 21.18 METERS
 FG1625'(69.5 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 64, 4.57 METERS
 FG1625'(15.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE GRAVEL ROAD
 FG1625'WEST-NORTHWEST, 9.50 METERS (31.2 FT) WEST OF THE WEST CORNER OF A 12
 FG1625'BY 16 FEET BRICK BUILDING, 1.37 METERS (4.5 FT) EAST-NORTHEAST OF A
 FG1625'FENCE CORNER POST.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1625'THE MARK IS 0.27 METERS  SE FROM A WITNESS POST.
 FG1625'THE MARK IS 0.4 M BELOW HIGHWAY 64.
 FG1625
 FG1625                          STATION RECOVERY (1987)
 FG1625
 FG1625'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1625'RECOVERED IN GOOD CONDITION.
 FG1625
 FG1625                          STATION RECOVERY (1988)
 FG1625
 FG1625'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1625'RECOVERED IN GOOD CONDITION.
 FG1625
 FG1625                          STATION RECOVERY (1989)
 FG1625
 FG1625'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1625'RECOVERED IN GOOD CONDITION.
 FG1625
 FG1625                          STATION RECOVERY (1990)
 FG1625
 FG1625'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0779 ***********************************************************************
 FH0779  DESIGNATION -  W 295
 FH0779  PID         -  FH0779
 FH0779  STATE/COUNTY-  AR/SEBASTIAN
 FH0779  USGS QUAD   -  MULBERRY (1987)
 FH0779
 FH0779                         *CURRENT SURVEY CONTROL
 FH0779  ___________________________________________________________________
 FH0779* NAD 83(1986)-  35 23 11.     (N)    094 07 07.     (W)     SCALED    
 FH0779* NAVD 88     -       118.410  (meters)     388.48   (feet)  ADJUSTED  
 FH0779  ___________________________________________________________________
 FH0779  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FH0779  DYNAMIC HT  -         118.300 (meters)     388.12  (feet)  COMP
 FH0779  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FH0779
 FH0779  VERT ORDER  -  FIRST     CLASS II
 FH0779
 FH0779.The horizontal coordinates were scaled from a topographic map and have
 FH0779.an estimated accuracy of +/- 6 seconds.
 FH0779
 FH0779.The orthometric height was determined by differential leveling
 FH0779.and adjusted by the National Geodetic Survey in June 1991..
 FH0779
 FH0779.The geoid height was determined by GEOID03.
 FH0779
 FH0779.The dynamic height is computed by dividing the NAVD 88
 FH0779.geopotential number by the normal gravity value computed on the
 FH0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0779.degrees latitude (g = 980.6199 gals.).
 FH0779
 FH0779.The modeled gravity was interpolated from observed gravity values.
 FH0779
 FH0779;                    North         East    Units  Estimated Accuracy
 FH0779;SPC AR N     -   118,900.      207,540.      MT  (+/- 180 meters Scaled)
 FH0779
 FH0779                          SUPERSEDED SURVEY CONTROL
 FH0779
 FH0779.No superseded survey control is available for this station.
 FH0779
 FH0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV984164(NAD 83)
 FH0779_MARKER: I = METAL ROD
 FH0779_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0779+WITH SETTING: INFORMATION.
 FH0779_SP_SET: SHALLOW SET METAL ROD
 FH0779_STAMPING: W 295 1984
 FH0779_MARK LOGO: NGS   
 FH0779_PROJECTION: FLUSH
 FH0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0779_ROD/PIPE-DEPTH: 1.22 meters
 FH0779
 FH0779  HISTORY     - Date     Condition        Report By
 FH0779  HISTORY     - 1984     MONUMENTED       NGS
 FH0779  HISTORY     - 1987     GOOD             USPSQD
 FH0779  HISTORY     - 1988     GOOD             USPSQD
 FH0779  HISTORY     - 1989     GOOD             USPSQD
 FH0779  HISTORY     - 1990     GOOD             USPSQD
 FH0779
 FH0779                          STATION DESCRIPTION
 FH0779
 FH0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0779'11.2 KM (6.95 MI) EAST FROM LAVACA.
 FH0779'11.2 KM (6.95 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0779'LAVACA TO THE MARK ON THE LEFT, 13.23 METERS (43.4 FT) WEST OF THE
 FH0779'CENTERLINE OF HIGHWAY 96, 8.38 METERS (27.5 FT) SOUTH OF THE
 FH0779'APPROXIMATE CENTER OF A DRIVEWAY, 6.37 METERS (20.9 FT) SOUTHWEST OF
 FH0779'THE SOUTH END OF A CULVERT, 2.10 METERS (6.9 FT) SOUTH OF A CORNER
 FH0779'FENCE POST, 0.37 METERS (1.2 FT) EAST OF A FENCE.  NOTE, ROD DRIVEN TO
 FH0779'REFUSAL.
 FH0779'THE MARK IS 0.49 METERS  N FROM A WITNESS POST.
 FH0779'THE MARK IS 0.91 M BELOW HIGHWAY 96.
 FH0779
 FH0779                          STATION RECOVERY (1987)
 FH0779
 FH0779'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0779'RECOVERED IN GOOD CONDITION.
 FH0779
 FH0779                          STATION RECOVERY (1988)
 FH0779
 FH0779'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0779'RECOVERED IN GOOD CONDITION.
 FH0779
 FH0779                          STATION RECOVERY (1989)
 FH0779
 FH0779'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0779'RECOVERED IN GOOD CONDITION.
 FH0779
 FH0779                          STATION RECOVERY (1990)
 FH0779
 FH0779'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1650 ***********************************************************************
 FG1650  DESIGNATION -  W 296
 FG1650  PID         -  FG1650
 FG1650  STATE/COUNTY-  AR/FRANKLIN
 FG1650  USGS QUAD   -  OZARK (1993)
 FG1650
 FG1650                         *CURRENT SURVEY CONTROL
 FG1650  ___________________________________________________________________
 FG1650* NAD 83(1986)-  35 26 25.     (N)    093 51 52.     (W)     SCALED    
 FG1650* NAVD 88     -       157.869  (meters)     517.94   (feet)  ADJUSTED  
 FG1650  ___________________________________________________________________
 FG1650  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FG1650  DYNAMIC HT  -         157.723 (meters)     517.46  (feet)  COMP
 FG1650  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FG1650
 FG1650  VERT ORDER  -  FIRST     CLASS II
 FG1650
 FG1650.The horizontal coordinates were scaled from a topographic map and have
 FG1650.an estimated accuracy of +/- 6 seconds.
 FG1650
 FG1650.The orthometric height was determined by differential leveling
 FG1650.and adjusted by the National Geodetic Survey in June 1991..
 FG1650
 FG1650.The geoid height was determined by GEOID03.
 FG1650
 FG1650.The dynamic height is computed by dividing the NAVD 88
 FG1650.geopotential number by the normal gravity value computed on the
 FG1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1650.degrees latitude (g = 980.6199 gals.).
 FG1650
 FG1650.The modeled gravity was interpolated from observed gravity values.
 FG1650
 FG1650;                    North         East    Units  Estimated Accuracy
 FG1650;SPC AR N     -   124,410.      230,740.      MT  (+/- 180 meters Scaled)
 FG1650
 FG1650                          SUPERSEDED SURVEY CONTROL
 FG1650
 FG1650.No superseded survey control is available for this station.
 FG1650
 FG1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV215222(NAD 83)
 FG1650_MARKER: DB = BENCH MARK DISK
 FG1650_SETTING: 66 = SET IN ROCK OUTCROP
 FG1650_SP_SET: ROCK OUTCROP
 FG1650_STAMPING: W 296 1984
 FG1650_MARK LOGO: NGS   
 FG1650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1650+STABILITY: POSITION/ELEVATION WELL
 FG1650
 FG1650  HISTORY     - Date     Condition        Report By
 FG1650  HISTORY     - 1984     MONUMENTED       NGS
 FG1650  HISTORY     - 1987     GOOD             USPSQD
 FG1650  HISTORY     - 1988     GOOD             USPSQD
 FG1650  HISTORY     - 1989     GOOD             USPSQD
 FG1650  HISTORY     - 1990     GOOD             USPSQD
 FG1650
 FG1650                          STATION DESCRIPTION
 FG1650
 FG1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1650'8.5 KM (5.3 MI) SW FROM OZARK.
 FG1650'4.8 KM (3.0 MI) SOUTH ALONG STATE ROUTE 23 FROM THE JUNCTION OF U.S.
 FG1650'HIGHWAY 64 IN OZARK, THENCE 3.7 KM (2.3 MI) WEST ALONG STATE ROUTE 96
 FG1650'TO A DRIVEWAY, THE MARK ON THE RIGHT A DISK SET IN AN OUTCROP OF ROCK,
 FG1650'38.56 METERS (126.5 FT) NORTH OF THE CENTERLINE OF HIGHWAY 96, AND
 FG1650'14.93 METERS (49.0 FT) EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY
 FG1650'LEADING UP A HILL TO A ROCK QUARRY.
 FG1650'THE MARK IS 0.76 METERS  W FROM A WITNESS POST.
 FG1650'THE MARK IS 3.05 M ABOVE HIGHWAY 96.
 FG1650
 FG1650                          STATION RECOVERY (1987)
 FG1650
 FG1650'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1650'RECOVERED IN GOOD CONDITION.
 FG1650
 FG1650                          STATION RECOVERY (1988)
 FG1650
 FG1650'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1650'RECOVERED IN GOOD CONDITION.
 FG1650
 FG1650                          STATION RECOVERY (1989)
 FG1650
 FG1650'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1650'RECOVERED IN GOOD CONDITION.
 FG1650
 FG1650                          STATION RECOVERY (1990)
 FG1650
 FG1650'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0826 ***********************************************************************
 FH0826  DESIGNATION -  W 298
 FH0826  PID         -  FH0826
 FH0826  STATE/COUNTY-  AR/SEBASTIAN
 FH0826  USGS QUAD   -  GREENWOOD (1987)
 FH0826
 FH0826                         *CURRENT SURVEY CONTROL
 FH0826  ___________________________________________________________________
 FH0826* NAD 83(1986)-  35 10 57.     (N)    094 17 11.     (W)     SCALED    
 FH0826* NAVD 88     -       179.974  (meters)     590.46   (feet)  ADJUSTED  
 FH0826  ___________________________________________________________________
 FH0826  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FH0826  DYNAMIC HT  -         179.798 (meters)     589.89  (feet)  COMP
 FH0826  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FH0826
 FH0826  VERT ORDER  -  FIRST     CLASS II
 FH0826
 FH0826.The horizontal coordinates were scaled from a topographic map and have
 FH0826.an estimated accuracy of +/- 6 seconds.
 FH0826
 FH0826.The orthometric height was determined by differential leveling
 FH0826.and adjusted by the National Geodetic Survey in June 1991..
 FH0826
 FH0826.The geoid height was determined by GEOID03.
 FH0826
 FH0826.The dynamic height is computed by dividing the NAVD 88
 FH0826.geopotential number by the normal gravity value computed on the
 FH0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0826.degrees latitude (g = 980.6199 gals.).
 FH0826
 FH0826.The modeled gravity was interpolated from observed gravity values.
 FH0826
 FH0826;                    North         East    Units  Estimated Accuracy
 FH0826;SPC AR N     -    96,630.      191,770.      MT  (+/- 180 meters Scaled)
 FH0826
 FH0826                          SUPERSEDED SURVEY CONTROL
 FH0826
 FH0826.No superseded survey control is available for this station.
 FH0826
 FH0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU828940(NAD 83)
 FH0826_MARKER: DB = BENCH MARK DISK
 FH0826_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0826_SP_SET: BRIDGE ABUTMENT
 FH0826_STAMPING: W 298 1985
 FH0826_MARK LOGO: NGS   
 FH0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0826
 FH0826  HISTORY     - Date     Condition        Report By
 FH0826  HISTORY     - 1985     MONUMENTED       NGS
 FH0826  HISTORY     - 1987     GOOD             USPSQD
 FH0826  HISTORY     - 1988     GOOD             USPSQD
 FH0826  HISTORY     - 1989     GOOD             USPSQD
 FH0826  HISTORY     - 1990     GOOD             USPSQD
 FH0826
 FH0826                          STATION DESCRIPTION
 FH0826
 FH0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0826'10.4 KM (6.45 MI) SOUTH FROM GREENWOOD.
 FH0826'5.1 KM (3.15 MI) WEST ALONG STATE ROUTE 10S SPUR FROM THE SEBASTIAN
 FH0826'COUNTY COURTHOUSE IN GREENWOOD, THENCE 5.3 KM (3.3 MI) SOUTH ALONG
 FH0826'U.S. HIGHWAY 71, SET IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF
 FH0826'THE HIGHWAY 71 BRIDGE OVER VINEYARD CREEK, 7.5 METERS (24.7 FT) WEST
 FH0826'OF THE CENTERLINE OF HIGHWAY 71, AND 0.48 METERS (1.6 FT) WEST OF THE
 FH0826'WEST EDGE OF THE CONCRETE RAILING PILLAR.
 FH0826'THE MARK IS 0.15 M ABOVE HIGHWAY 71.
 FH0826
 FH0826                          STATION RECOVERY (1987)
 FH0826
 FH0826'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0826'RECOVERED IN GOOD CONDITION.
 FH0826
 FH0826                          STATION RECOVERY (1988)
 FH0826
 FH0826'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0826'RECOVERED IN GOOD CONDITION.
 FH0826
 FH0826                          STATION RECOVERY (1989)
 FH0826
 FH0826'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0826'RECOVERED IN GOOD CONDITION.
 FH0826
 FH0826                          STATION RECOVERY (1990)
 FH0826
 FH0826'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0684 ***********************************************************************
 EK0684  DESIGNATION -  W 299
 EK0684  PID         -  EK0684
 EK0684  STATE/COUNTY-  AR/SCOTT
 EK0684  USGS QUAD   -  BOLES (1983)
 EK0684
 EK0684                         *CURRENT SURVEY CONTROL
 EK0684  ___________________________________________________________________
 EK0684* NAD 83(1986)-  34 50 09.     (N)    094 02 45.     (W)     SCALED    
 EK0684* NAVD 88     -       275.370  (meters)     903.44   (feet)  ADJUSTED  
 EK0684  ___________________________________________________________________
 EK0684  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 EK0684  DYNAMIC HT  -         275.083 (meters)     902.50  (feet)  COMP
 EK0684  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 EK0684
 EK0684  VERT ORDER  -  FIRST     CLASS II
 EK0684
 EK0684.The horizontal coordinates were scaled from a topographic map and have
 EK0684.an estimated accuracy of +/- 6 seconds.
 EK0684
 EK0684.The orthometric height was determined by differential leveling
 EK0684.and adjusted by the National Geodetic Survey in June 1991..
 EK0684
 EK0684.The geoid height was determined by GEOID03.
 EK0684
 EK0684.The dynamic height is computed by dividing the NAVD 88
 EK0684.geopotential number by the normal gravity value computed on the
 EK0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0684.degrees latitude (g = 980.6199 gals.).
 EK0684
 EK0684.The modeled gravity was interpolated from observed gravity values.
 EK0684
 EK0684;                    North         East    Units  Estimated Accuracy
 EK0684;SPC AR N     -    57,690.      212,880.      MT  (+/- 180 meters Scaled)
 EK0684
 EK0684                          SUPERSEDED SURVEY CONTROL
 EK0684
 EK0684.No superseded survey control is available for this station.
 EK0684
 EK0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU043553(NAD 83)
 EK0684_MARKER: DB = BENCH MARK DISK
 EK0684_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0684_SP_SET: CULVERT HEADWALL
 EK0684_STAMPING: W 299 1985
 EK0684_MARK LOGO: NGS   
 EK0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0684
 EK0684  HISTORY     - Date     Condition        Report By
 EK0684  HISTORY     - 1985     MONUMENTED       NGS
 EK0684  HISTORY     - 1987     GOOD             USPSQD
 EK0684  HISTORY     - 1987     GOOD             USPSQD
 EK0684  HISTORY     - 1988     GOOD             USPSQD
 EK0684  HISTORY     - 1989     GOOD             USPSQD
 EK0684  HISTORY     - 1990     GOOD             USPSQD
 EK0684
 EK0684                          STATION DESCRIPTION
 EK0684
 EK0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0684'11.3 KM (7.05 MI) SOUTH FROM WALDRON.
 EK0684'1.5 KM (0.95 MI) WEST ALONG EAST CHURCH STREET FROM THE JUNCTION OF
 EK0684'U.S. HIGHWAY 71 B (BUSINESS ROUTE) IN WALDRON, THENCE 9.8 KM (6.1 MI)
 EK0684'SOUTHERLY ALONG U.S. HIGHWAY 71, SET IN TOP OF THE SOUTH END OF THE
 EK0684'SOUTHWEST HEADWALL OF A 20-FEET DOUBLE BOX CULVERT UNDER HIGHWAY 71,
 EK0684'AND 48.0 METERS (15.7 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 71.
 EK0684'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0684
 EK0684                          STATION RECOVERY (1987)
 EK0684
 EK0684'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0684'RECOVERED IN GOOD CONDITION.
 EK0684
 EK0684                          STATION RECOVERY (1987)
 EK0684
 EK0684'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0684'RECOVERED IN GOOD CONDITION.
 EK0684
 EK0684                          STATION RECOVERY (1988)
 EK0684
 EK0684'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0684'RECOVERED IN GOOD CONDITION.
 EK0684
 EK0684                          STATION RECOVERY (1989)
 EK0684
 EK0684'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0684'RECOVERED IN GOOD CONDITION.
 EK0684
 EK0684                          STATION RECOVERY (1990)
 EK0684
 EK0684'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2021 ***********************************************************************
 AB2021  DESIGNATION -  W 299 RESET
 AB2021  PID         -  AB2021
 AB2021  STATE/COUNTY-  AR/SCOTT
 AB2021  USGS QUAD   -  BOLES (1983)
 AB2021
 AB2021                         *CURRENT SURVEY CONTROL
 AB2021  ___________________________________________________________________
 AB2021* NAD 83(1986)-  34 50 09.     (N)    094 02 45.     (W)     SCALED    
 AB2021* NAVD 88     -       275.06   (meters)     902.4    (feet)  RESET     
 AB2021  ___________________________________________________________________
 AB2021  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AB2021
 AB2021  VERT ORDER  -  THIRD
 AB2021
 AB2021.The horizontal coordinates were scaled from a topographic map and have
 AB2021.an estimated accuracy of +/- 6 seconds.
 AB2021
 AB2021.The orthometric height was computed from unverified reset data.
 AB2021
 AB2021.The geoid height was determined by GEOID03.
 AB2021
 AB2021;                    North         East    Units  Estimated Accuracy
 AB2021;SPC AR N     -    57,690.      212,880.      MT  (+/- 180 meters Scaled)
 AB2021
 AB2021                          SUPERSEDED SURVEY CONTROL
 AB2021
 AB2021.No superseded survey control is available for this station.
 AB2021
 AB2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU043553(NAD 83)
 AB2021_MARKER: DV = VERTICAL CONTROL DISK
 AB2021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2021_SP_SET: CULVERT HEADWALL
 AB2021_STAMPING: W 299 RESET 1992
 AB2021_MARK LOGO: NGS   
 AB2021_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2021+STABILITY: SURFACE MOTION
 AB2021
 AB2021  HISTORY     - Date     Condition        Report By
 AB2021  HISTORY     - 1993     MONUMENTED       ARHD
 AB2021
 AB2021                          STATION DESCRIPTION
 AB2021
 AB2021'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1993 (MR)
 AB2021'5.0 MILES (8.0 KM) SOUTH FROM WALDRON, 0.95 MILE (1.53 KM) WEST ALONG
 AB2021'EAST CHURCH STREET FROM THE JUNCTION OF US HIGHWAY 71 B IN WALDRON,
 AB2021'THENCE 6.1 MILES (9.8 KM) SOUTHERLY ALONG US HIGHWAY 71, AT A 20-FOOT
 AB2021'DOUBLE BOX CULVERT UNDER HIGHWAY 71 IN THE NEW HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0755 ***********************************************************************
 FF0755  DESIGNATION -  W 3
 FF0755  PID         -  FF0755
 FF0755  STATE/COUNTY-  AR/CRAIGHEAD
 FF0755  USGS QUAD   -  TRUMANN (1983)
 FF0755
 FF0755                         *CURRENT SURVEY CONTROL
 FF0755  ___________________________________________________________________
 FF0755* NAD 83(1986)-  35 44 33.     (N)    090 33 43.     (W)     SCALED    
 FF0755* NAVD 88     -        69.010  (meters)     226.41   (feet)  ADJUSTED  
 FF0755  ___________________________________________________________________
 FF0755  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF0755  DYNAMIC HT  -          68.951 (meters)     226.22  (feet)  COMP
 FF0755  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 FF0755
 FF0755  VERT ORDER  -  FIRST     CLASS II
 FF0755
 FF0755.The horizontal coordinates were scaled from a topographic map and have
 FF0755.an estimated accuracy of +/- 6 seconds.
 FF0755
 FF0755.The orthometric height was determined by differential leveling
 FF0755.and adjusted by the National Geodetic Survey in June 1991..
 FF0755
 FF0755.The geoid height was determined by GEOID03.
 FF0755
 FF0755.The dynamic height is computed by dividing the NAVD 88
 FF0755.geopotential number by the normal gravity value computed on the
 FF0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0755.degrees latitude (g = 980.6199 gals.).
 FF0755
 FF0755.The modeled gravity was interpolated from observed gravity values.
 FF0755
 FF0755;                    North         East    Units  Estimated Accuracy
 FF0755;SPC AR N     -   157,290.      530,070.      MT  (+/- 180 meters Scaled)
 FF0755
 FF0755                          SUPERSEDED SURVEY CONTROL
 FF0755
 FF0755  NGVD 29 (??/??/??)   68.930  (m)          226.15   (f) ADJUSTED    1 2
 FF0755
 FF0755.Superseded values are not recommended for survey control.
 FF0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0755.See file dsdata.txt to determine how the superseded data were derived.
 FF0755
 FF0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV204581(NAD 83)
 FF0755_MARKER: DB = BENCH MARK DISK
 FF0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0755_STAMPING: 226.148 W 3 1928
 FF0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0755+STABILITY: SURFACE MOTION
 FF0755
 FF0755  HISTORY     - Date     Condition        Report By
 FF0755  HISTORY     - 1928     MONUMENTED       CGS
 FF0755  HISTORY     - 1956     GOOD             CGS
 FF0755  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0755  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0755
 FF0755                          STATION DESCRIPTION
 FF0755
 FF0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0755'AT BAY.
 FF0755'AT BAY, ABOUT 0.25 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0755'RAILWAY FROM THE STATION, 40 FEET NORTHEAST OF NORTHEAST RAIL,
 FF0755'32 FEET SOUTHWEST OF CENTER LINE OF MAIN STREET, 72 FEET NORTHWEST
 FF0755'OF EXTENDED CENTER LINE OF ALLAN AVENUE, 23 FEET SOUTHEAST OF
 FF0755'TELEPHONE POLE NO. 430/31, 100 FEET NORTHWEST OF NORTHWEST END OF
 FF0755'A TWIN 24-INCH PIPE CULVERT UNDER ROBINSON AVENUE WHICH CROSSES
 FF0755'THE TRACK, ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 FF0755'OF A CONCRETE POST ABOUT FLUSH WITH GROUND AND ON TOP OF A SMALL
 FF0755'CIRCULAR MOUND.
 FF0755
 FF0755                          STATION RECOVERY (1978)
 FF0755
 FF0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0755'GROUND HAS BEEN LEVELED.
 FF0755
 FF0755                          STATION RECOVERY (1992)
 FF0755
 FF0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0755'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0713 ***********************************************************************
 EK0713  DESIGNATION -  W 300
 EK0713  PID         -  EK0713
 EK0713  STATE/COUNTY-  AR/POLK
 EK0713  USGS QUAD   -  MENA (1975)
 EK0713
 EK0713                         *CURRENT SURVEY CONTROL
 EK0713  ___________________________________________________________________
 EK0713* NAD 83(1986)-  34 35 09.     (N)    094 12 52.     (W)     SCALED    
 EK0713* NAVD 88     -       328.749  (meters)    1078.57   (feet)  ADJUSTED  
 EK0713  ___________________________________________________________________
 EK0713  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 EK0713  DYNAMIC HT  -         328.395 (meters)    1077.41  (feet)  COMP
 EK0713  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 EK0713
 EK0713  VERT ORDER  -  FIRST     CLASS II
 EK0713
 EK0713.The horizontal coordinates were scaled from a topographic map and have
 EK0713.an estimated accuracy of +/- 6 seconds.
 EK0713
 EK0713.The orthometric height was determined by differential leveling
 EK0713.and adjusted by the National Geodetic Survey in June 1991..
 EK0713
 EK0713.The geoid height was determined by GEOID03.
 EK0713
 EK0713.The dynamic height is computed by dividing the NAVD 88
 EK0713.geopotential number by the normal gravity value computed on the
 EK0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0713.degrees latitude (g = 980.6199 gals.).
 EK0713
 EK0713.The modeled gravity was interpolated from observed gravity values.
 EK0713
 EK0713;                    North         East    Units  Estimated Accuracy
 EK0713;SPC AR S     -   615,060.      196,860.      MT  (+/- 180 meters Scaled)
 EK0713
 EK0713                          SUPERSEDED SURVEY CONTROL
 EK0713
 EK0713.No superseded survey control is available for this station.
 EK0713
 EK0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU886277(NAD 83)
 EK0713_MARKER: I = METAL ROD
 EK0713_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0713+WITH SETTING: INFORMATION.
 EK0713_SP_SET: SHALLOW SET METAL ROD
 EK0713_STAMPING: W 300 1985
 EK0713_MARK LOGO: NGS   
 EK0713_PROJECTION: FLUSH
 EK0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0713_ROD/PIPE-DEPTH: 0.91 meters
 EK0713
 EK0713  HISTORY     - Date     Condition        Report By
 EK0713  HISTORY     - 1985     MONUMENTED       NGS
 EK0713  HISTORY     - 1987     GOOD             USPSQD
 EK0713  HISTORY     - 1988     GOOD             USPSQD
 EK0713  HISTORY     - 1989     GOOD             USPSQD
 EK0713  HISTORY     - 1990     GOOD             USPSQD
 EK0713
 EK0713                          STATION DESCRIPTION
 EK0713
 EK0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0713'2.3 KM (1.45 MI) NORTH FROM MENA.
 EK0713'2.3 KM (1.45 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0713'SOUTHERN RAILROAD STATION IN MENA, AT THE MENA OUACHITA NATIONAL
 EK0713'FOREST RANGER STATION, U.S. DEPARTMENT OF AGRICULTURE, SET BY A
 EK0713'FLAGPOLE, 24.1 METERS (79.2 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 71,
 EK0713'0.97 METERS (3.2 FT) NORTH OF THE NORTH EDGE OF THE FLAGPOLE CONCRETE
 EK0713'BASE, 8.7 METERS (28.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 EK0713'THE RANGER STATION SIGN FOUNDATION, 14.3 METERS (46.8 FT) NORTHWEST OF
 EK0713'THE CENTER OF THE NORTH ENTRANCE DOORS OF THE STATION, 15.4 METERS
 EK0713'(50.4 FT) SOUTHEAST OF A NATURAL GAS REGULATOR AND METER, AND
 EK0713'25.9 METERS (85.0 FT) EAST-SOUTHEAST OF A POWERLINE POLE (GUYED) WITH
 EK0713'A TRANSFORMER ATTACHED.  NOTE, DRIVEN TO REFUSAL.
 EK0713'THE MARK IS 1.2 M ABOVE HIGHWAY 71.
 EK0713
 EK0713                          STATION RECOVERY (1987)
 EK0713
 EK0713'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0713'RECOVERED IN GOOD CONDITION.
 EK0713
 EK0713                          STATION RECOVERY (1988)
 EK0713
 EK0713'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0713'RECOVERED IN GOOD CONDITION.
 EK0713
 EK0713                          STATION RECOVERY (1989)
 EK0713
 EK0713'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0713'RECOVERED IN GOOD CONDITION.
 EK0713
 EK0713                          STATION RECOVERY (1990)
 EK0713
 EK0713'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0737 ***********************************************************************
 EK0737  DESIGNATION -  W 301
 EK0737  PID         -  EK0737
 EK0737  STATE/COUNTY-  AR/POLK
 EK0737  USGS QUAD   -  WICKES (1985)
 EK0737
 EK0737                         *CURRENT SURVEY CONTROL
 EK0737  ___________________________________________________________________
 EK0737* NAD 83(1986)-  34 18 48.     (N)    094 20 56.     (W)     SCALED    
 EK0737* NAVD 88     -       327.325  (meters)    1073.90   (feet)  ADJUSTED  
 EK0737  ___________________________________________________________________
 EK0737  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EK0737  DYNAMIC HT  -         326.981 (meters)    1072.77  (feet)  COMP
 EK0737  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 EK0737
 EK0737  VERT ORDER  -  FIRST     CLASS II
 EK0737
 EK0737.The horizontal coordinates were scaled from a topographic map and have
 EK0737.an estimated accuracy of +/- 6 seconds.
 EK0737
 EK0737.The orthometric height was determined by differential leveling
 EK0737.and adjusted by the National Geodetic Survey in June 1991..
 EK0737
 EK0737.The geoid height was determined by GEOID03.
 EK0737
 EK0737.The dynamic height is computed by dividing the NAVD 88
 EK0737.geopotential number by the normal gravity value computed on the
 EK0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0737.degrees latitude (g = 980.6199 gals.).
 EK0737
 EK0737.The modeled gravity was interpolated from observed gravity values.
 EK0737
 EK0737;                    North         East    Units  Estimated Accuracy
 EK0737;SPC AR S     -   585,120.      183,830.      MT  (+/- 180 meters Scaled)
 EK0737
 EK0737                          SUPERSEDED SURVEY CONTROL
 EK0737
 EK0737.No superseded survey control is available for this station.
 EK0737
 EK0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT758977(NAD 83)
 EK0737_MARKER: DB = BENCH MARK DISK
 EK0737_SETTING: 66 = SET IN ROCK OUTCROP
 EK0737_SP_SET: ROCK OUTCROP
 EK0737_STAMPING: W 301 1985
 EK0737_MARK LOGO: NGS   
 EK0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0737+STABILITY: POSITION/ELEVATION WELL
 EK0737
 EK0737  HISTORY     - Date     Condition        Report By
 EK0737  HISTORY     - 1985     MONUMENTED       NGS
 EK0737  HISTORY     - 1985     GOOD             USPSQD
 EK0737  HISTORY     - 1988     GOOD             USPSQD
 EK0737  HISTORY     - 1989     GOOD             USPSQD
 EK0737  HISTORY     - 1990     GOOD             USPSQD
 EK0737
 EK0737                          STATION DESCRIPTION
 EK0737
 EK0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0737'6.5 KM (4.05 MI) SOUTH FROM HATTON.
 EK0737'6.5 KM (4.05 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0737'HATTON, ALSO 0.16 KM (0.1 MI) WEST ALONG PINE STREET FROM THE POST
 EK0737'OFFICE IN WICKES, THENCE 1.8 KM (1.1 MI) NORTH ALONG U.S. HIGHWAY 71,
 EK0737'WEST-SOUTHWEST OF THE WEYERHOUSER WICKES PARKING LOT, SET IN TOP OF A
 EK0737'6 BY 3 FEET FLAT ROCK OUTCROP, 14.6 METERS (48.0 FT) WEST-SOUTHWEST OF
 EK0737'THE CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.0 FT) SOUTH-SOUTHEAST OF
 EK0737'A FIVE GUYED POWERLINE POLE, AND 39.3 METERS (129.0 FT)
 EK0737'SOUTH-SOUTHEAST OF A 6-FEET HIGH SECURITY FENCE AROUND A GREEN METAL
 EK0737'WORK SHOP BUILDING.
 EK0737'THE MARK IS 0.31 METERS  SSE FROM A WITNESS POST.
 EK0737'THE MARK IS 0.61 M ABOVE HIGHWAY 71.
 EK0737
 EK0737                          STATION RECOVERY (1985)
 EK0737
 EK0737'RECOVERY NOTE BY US POWER SQUADRON 1985 (MFS)
 EK0737'RECOVERED IN GOOD CONDITION.
 EK0737
 EK0737                          STATION RECOVERY (1988)
 EK0737
 EK0737'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0737'RECOVERED IN GOOD CONDITION.
 EK0737
 EK0737                          STATION RECOVERY (1989)
 EK0737
 EK0737'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0737'RECOVERED IN GOOD CONDITION.
 EK0737
 EK0737                          STATION RECOVERY (1990)
 EK0737
 EK0737'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0764 ***********************************************************************
 EK0764  DESIGNATION -  W 302
 EK0764  PID         -  EK0764
 EK0764  STATE/COUNTY-  AR/SEVIER
 EK0764  USGS QUAD   -  DE QUEEN (1966)
 EK0764
 EK0764                         *CURRENT SURVEY CONTROL
 EK0764  ___________________________________________________________________
 EK0764* NAD 83(1986)-  34 01 09.     (N)    094 20 31.     (W)     SCALED    
 EK0764* NAVD 88     -       110.406  (meters)     362.22   (feet)  ADJUSTED  
 EK0764  ___________________________________________________________________
 EK0764  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EK0764  DYNAMIC HT  -         110.293 (meters)     361.85  (feet)  COMP
 EK0764  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 EK0764
 EK0764  VERT ORDER  -  FIRST     CLASS II
 EK0764
 EK0764.The horizontal coordinates were scaled from a topographic map and have
 EK0764.an estimated accuracy of +/- 6 seconds.
 EK0764
 EK0764.The orthometric height was determined by differential leveling
 EK0764.and adjusted by the National Geodetic Survey in June 1991..
 EK0764
 EK0764.The geoid height was determined by GEOID03.
 EK0764
 EK0764.The dynamic height is computed by dividing the NAVD 88
 EK0764.geopotential number by the normal gravity value computed on the
 EK0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0764.degrees latitude (g = 980.6199 gals.).
 EK0764
 EK0764.The modeled gravity was interpolated from observed gravity values.
 EK0764
 EK0764;                    North         East    Units  Estimated Accuracy
 EK0764;SPC AR S     -   552,480.      183,730.      MT  (+/- 180 meters Scaled)
 EK0764
 EK0764                          SUPERSEDED SURVEY CONTROL
 EK0764
 EK0764.No superseded survey control is available for this station.
 EK0764
 EK0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT760650(NAD 83)
 EK0764_MARKER: DB = BENCH MARK DISK
 EK0764_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0764_SP_SET: BRIDGE ABUTMENT
 EK0764_STAMPING: W 302 1985
 EK0764_MARK LOGO: NGS   
 EK0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0764
 EK0764  HISTORY     - Date     Condition        Report By
 EK0764  HISTORY     - 1985     MONUMENTED       NGS
 EK0764  HISTORY     - 1919     GOOD             USPSQD
 EK0764  HISTORY     - 1987     GOOD             USPSQD
 EK0764  HISTORY     - 1989     GOOD             USPSQD
 EK0764  HISTORY     - 1990     GOOD             USPSQD
 EK0764  HISTORY     - 19920823 GOOD             USPSQD
 EK0764
 EK0764                          STATION DESCRIPTION
 EK0764
 EK0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0764'3.44 KM (2.15 MI) SOUTH FROM DE QUEEN.
 EK0764'3.44 KM (2.15 MI) SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF
 EK0764'U.S. HIGHWAYS 71 AND 70 IN DE QUEEN, IN THE BEAR CREEK BRIDGE, SOUTH
 EK0764'ABUTMENT OF THE WEST SIDE, 1-FOOT NORTH OF THE SOUTH END, IN CURB
 EK0764'10-INCHES HIGH, AND 3.96 METERS (13.0 FT) WEST OF THE CENTERLINE OF
 EK0764'THE HIGHWAY.
 EK0764'THE MARK IS 0.03 M ABOVE HIGHWAY.
 EK0764
 EK0764                          STATION RECOVERY (1919)
 EK0764
 EK0764'RECOVERY NOTE BY US POWER SQUADRON 1919 (MS)
 EK0764'RECOVERED IN GOOD CONDITION.
 EK0764
 EK0764                          STATION RECOVERY (1987)
 EK0764
 EK0764'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0764'RECOVERED IN GOOD CONDITION.
 EK0764
 EK0764                          STATION RECOVERY (1989)
 EK0764
 EK0764'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0764'RECOVERED IN GOOD CONDITION.
 EK0764
 EK0764                          STATION RECOVERY (1990)
 EK0764
 EK0764'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EK0764'RECOVERED IN GOOD CONDITION.
 EK0764
 EK0764                          STATION RECOVERY (1992)
 EK0764
 EK0764'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 EK0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1074 ***********************************************************************
 DM1074  DESIGNATION -  W 303
 DM1074  PID         -  DM1074
 DM1074  STATE/COUNTY-  AR/LITTLE RIVER
 DM1074  USGS QUAD   -  FALLS CHAPEL (1975)
 DM1074
 DM1074                         *CURRENT SURVEY CONTROL
 DM1074  ___________________________________________________________________
 DM1074* NAD 83(1986)-  33 45 27.     (N)    094 13 39.     (W)     SCALED    
 DM1074* NAVD 88     -        92.035  (meters)     301.95   (feet)  ADJUSTED  
 DM1074  ___________________________________________________________________
 DM1074  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DM1074  DYNAMIC HT  -          91.941 (meters)     301.64  (feet)  COMP
 DM1074  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 DM1074
 DM1074  VERT ORDER  -  FIRST     CLASS II
 DM1074
 DM1074.The horizontal coordinates were scaled from a topographic map and have
 DM1074.an estimated accuracy of +/- 6 seconds.
 DM1074
 DM1074.The orthometric height was determined by differential leveling
 DM1074.and adjusted by the National Geodetic Survey in June 1991..
 DM1074
 DM1074.The geoid height was determined by GEOID03.
 DM1074
 DM1074.The dynamic height is computed by dividing the NAVD 88
 DM1074.geopotential number by the normal gravity value computed on the
 DM1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1074.degrees latitude (g = 980.6199 gals.).
 DM1074
 DM1074.The modeled gravity was interpolated from observed gravity values.
 DM1074
 DM1074;                    North         East    Units  Estimated Accuracy
 DM1074;SPC AR S     -   523,230.      193,660.      MT  (+/- 180 meters Scaled)
 DM1074
 DM1074                          SUPERSEDED SURVEY CONTROL
 DM1074
 DM1074.No superseded survey control is available for this station.
 DM1074
 DM1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT863359(NAD 83)
 DM1074_MARKER: DB = BENCH MARK DISK
 DM1074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1074_SP_SET: BOX CULVERT
 DM1074_STAMPING: W 303 1985
 DM1074_MARK LOGO: NGS   
 DM1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1074
 DM1074  HISTORY     - Date     Condition        Report By
 DM1074  HISTORY     - 1985     MONUMENTED       NGS
 DM1074  HISTORY     - 1987     GOOD             USPSQD
 DM1074  HISTORY     - 1988     GOOD             USPSQD
 DM1074  HISTORY     - 1989     GOOD             USPSQD
 DM1074  HISTORY     - 1990     GOOD             USPSQD
 DM1074  HISTORY     - 19920823 GOOD             USPSQD
 DM1074
 DM1074                          STATION DESCRIPTION
 DM1074
 DM1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1074'5.5 KM (3.4 MI) EAST FROM ALLEENE.
 DM1074'5.5 KM (3.4 MI) SOUTHEASTERLY ALONG STATE ROUTE 234 FROM THE POST
 DM1074'OFFICE IN ALLEENE, SET IN TOP OF THE EAST END OF THE SOUTH HEADWALL OF
 DM1074'A 22-FEET DOUBLE BOX CULVERT UNDER HIGHWAY 234, AND 5.3 METERS
 DM1074'(17.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DM1074'THE MARK IS 0.15 M BELOW HIGHWAY.
 DM1074
 DM1074                          STATION RECOVERY (1987)
 DM1074
 DM1074'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1074'RECOVERED IN GOOD CONDITION.
 DM1074
 DM1074                          STATION RECOVERY (1988)
 DM1074
 DM1074'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1074'RECOVERED IN GOOD CONDITION.
 DM1074
 DM1074                          STATION RECOVERY (1989)
 DM1074
 DM1074'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1074'RECOVERED IN GOOD CONDITION.
 DM1074
 DM1074                          STATION RECOVERY (1990)
 DM1074
 DM1074'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1074'RECOVERED IN GOOD CONDITION.
 DM1074
 DM1074                          STATION RECOVERY (1992)
 DM1074
 DM1074'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1091 ***********************************************************************
 DM1091  DESIGNATION -  W 307
 DM1091  PID         -  DM1091
 DM1091  STATE/COUNTY-  AR/LITTLE RIVER
 DM1091  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1091
 DM1091                         *CURRENT SURVEY CONTROL
 DM1091  ___________________________________________________________________
 DM1091* NAD 83(1986)-  33 39 45.     (N)    094 11 13.     (W)     SCALED    
 DM1091* NAVD 88     -        99.590  (meters)     326.74   (feet)  ADJUSTED  
 DM1091  ___________________________________________________________________
 DM1091  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DM1091  DYNAMIC HT  -          99.486 (meters)     326.40  (feet)  COMP
 DM1091  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 DM1091
 DM1091  VERT ORDER  -  FIRST     CLASS II
 DM1091
 DM1091.The horizontal coordinates were scaled from a topographic map and have
 DM1091.an estimated accuracy of +/- 6 seconds.
 DM1091
 DM1091.The orthometric height was determined by differential leveling
 DM1091.and adjusted by the National Geodetic Survey in June 1991..
 DM1091
 DM1091.The geoid height was determined by GEOID03.
 DM1091
 DM1091.The dynamic height is computed by dividing the NAVD 88
 DM1091.geopotential number by the normal gravity value computed on the
 DM1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1091.degrees latitude (g = 980.6199 gals.).
 DM1091
 DM1091.The modeled gravity was interpolated from observed gravity values.
 DM1091
 DM1091;                    North         East    Units  Estimated Accuracy
 DM1091;SPC AR S     -   512,620.      197,190.      MT  (+/- 180 meters Scaled)
 DM1091
 DM1091                          SUPERSEDED SURVEY CONTROL
 DM1091
 DM1091.No superseded survey control is available for this station.
 DM1091
 DM1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT899253(NAD 83)
 DM1091_MARKER: I = METAL ROD
 DM1091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1091_SP_SET: STAINLESS STEEL ROD
 DM1091_STAMPING: W 307 1985
 DM1091_MARK LOGO: NGS   
 DM1091_PROJECTION: FLUSH
 DM1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1091_ROD/PIPE-DEPTH: 22.9 meters
 DM1091
 DM1091  HISTORY     - Date     Condition        Report By
 DM1091  HISTORY     - 1985     MONUMENTED       NGS
 DM1091  HISTORY     - 19971025 GOOD             USPSQD
 DM1091  HISTORY     - 20040922 GOOD             NGS
 DM1091
 DM1091                          STATION DESCRIPTION
 DM1091
 DM1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1091'6.4 KM (4.0 MI) WEST FROM ASHDOWN.
 DM1091'6.4 KM (4.0 MI) WESTERLY ALONG STATE HIGHWAY 32 FROM ITS NORTH
 DM1091'JUNCTION WITH U.S. HIGHWAY 71 IN ASHDOWN, 14.4 M (47.2 FT) NORTH OF
 DM1091'THE CENTERLINE OF THE HIGHWAY, 12.1 M (39.7 FT) SOUTHWEST OF THE
 DM1091'SOUTHWEST CORNER OF NEWMANS MAINTENANCE CENTER, AND 1.0 M (3.3 FT)
 DM1091'WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DM1091'5-INCH LOGO CAP.
 DM1091'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DM1091'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DM1091
 DM1091                          STATION RECOVERY (1997)
 DM1091
 DM1091'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1091'RECOVERED IN GOOD CONDITION.
 DM1091
 DM1091                          STATION RECOVERY (2004)
 DM1091
 DM1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 DM1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1265 ***********************************************************************
 GE1265  DESIGNATION -  W 308
 GE1265  PID         -  GE1265
 GE1265  STATE/COUNTY-  AR/FULTON
 GE1265  USGS QUAD   -  WIRTH (1968)
 GE1265
 GE1265                         *CURRENT SURVEY CONTROL
 GE1265  ___________________________________________________________________
 GE1265* NAD 83(1986)-  36 24 23.     (N)    091 29 49.     (W)     SCALED    
 GE1265* NAVD 88     -       194.936  (meters)     639.55   (feet)  ADJUSTED  
 GE1265  ___________________________________________________________________
 GE1265  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE1265  DYNAMIC HT  -         194.774 (meters)     639.02  (feet)  COMP
 GE1265  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 GE1265
 GE1265  VERT ORDER  -  FIRST     CLASS II
 GE1265
 GE1265.The horizontal coordinates were scaled from a topographic map and have
 GE1265.an estimated accuracy of +/- 6 seconds.
 GE1265
 GE1265.The orthometric height was determined by differential leveling
 GE1265.and adjusted by the National Geodetic Survey in January 1995..
 GE1265
 GE1265.The geoid height was determined by GEOID03.
 GE1265
 GE1265.The dynamic height is computed by dividing the NAVD 88
 GE1265.geopotential number by the normal gravity value computed on the
 GE1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1265.degrees latitude (g = 980.6199 gals.).
 GE1265
 GE1265.The modeled gravity was interpolated from observed gravity values.
 GE1265
 GE1265;                    North         East    Units  Estimated Accuracy
 GE1265;SPC AR N     -   230,120.      445,130.      MT  (+/- 180 meters Scaled)
 GE1265
 GE1265                          SUPERSEDED SURVEY CONTROL
 GE1265
 GE1265  NGVD 29 (10/05/93)  194.820  (m)          639.17   (f) ADJUSTED    1 2
 GE1265
 GE1265.Superseded values are not recommended for survey control.
 GE1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1265.See file dsdata.txt to determine how the superseded data were derived.
 GE1265
 GE1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA347300(NAD 83)
 GE1265_MARKER: DV = VERTICAL CONTROL DISK
 GE1265_SETTING: 66 = SET IN ROCK OUTCROP
 GE1265_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1265_STAMPING: W 308 1990
 GE1265_MARK LOGO: NGS   
 GE1265_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1265+STABILITY: POSITION/ELEVATION WELL
 GE1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1265+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1265
 GE1265  HISTORY     - Date     Condition        Report By
 GE1265  HISTORY     - 1990     MONUMENTED       NGS
 GE1265
 GE1265                          STATION DESCRIPTION
 GE1265
 GE1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1265'13.1 KM (8.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1265'STATE HIGHWAY 9 IN MAMMOTH SPRINGS, IN A 3 BY 3-FOOT AREA OF
 GE1265'OUTCROPPING BEDROCK, 73.2 M (240.2 FT) SOUTH OF THE CENTER OF A
 GE1265'DRIVEWAY, 14.5 M (47.6 FT) EAST OF THE HIGHWAY CENTERLINE, 0.4 M
 GE1265'(1.3 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE
 GE1265'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0967 ***********************************************************************
 GF0967  DESIGNATION -  W 309
 GF0967  PID         -  GF0967
 GF0967  STATE/COUNTY-  AR/BENTON
 GF0967  USGS QUAD   -  GARFIELD (1976)
 GF0967
 GF0967                         *CURRENT SURVEY CONTROL
 GF0967  ___________________________________________________________________
 GF0967* NAD 83(1986)-  36 26 50.     (N)    093 58 18.     (W)     SCALED    
 GF0967* NAVD 88     -       461.952  (meters)    1515.59   (feet)  ADJUSTED  
 GF0967  ___________________________________________________________________
 GF0967  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0967  DYNAMIC HT  -         461.545 (meters)    1514.25  (feet)  COMP
 GF0967  MODELED GRAV-     979,736.6   (mgal)                       NAVD 88
 GF0967
 GF0967  VERT ORDER  -  FIRST     CLASS II
 GF0967
 GF0967.The horizontal coordinates were scaled from a topographic map and have
 GF0967.an estimated accuracy of +/- 6 seconds.
 GF0967
 GF0967.The orthometric height was determined by differential leveling
 GF0967.and adjusted by the National Geodetic Survey in June 1991..
 GF0967
 GF0967.The geoid height was determined by GEOID03.
 GF0967
 GF0967.The dynamic height is computed by dividing the NAVD 88
 GF0967.geopotential number by the normal gravity value computed on the
 GF0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0967.degrees latitude (g = 980.6199 gals.).
 GF0967
 GF0967.The modeled gravity was interpolated from observed gravity values.
 GF0967
 GF0967;                    North         East    Units  Estimated Accuracy
 GF0967;SPC AR N     -   236,300.      223,240.      MT  (+/- 180 meters Scaled)
 GF0967
 GF0967                          SUPERSEDED SURVEY CONTROL
 GF0967
 GF0967  NGVD 29 (10/05/93)  461.796  (m)         1515.08   (f) ADJUSTED    1 2
 GF0967
 GF0967.Superseded values are not recommended for survey control.
 GF0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0967.See file dsdata.txt to determine how the superseded data were derived.
 GF0967
 GF0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA129339(NAD 83)
 GF0967_MARKER: DV = VERTICAL CONTROL DISK
 GF0967_SETTING: 66 = SET IN ROCK OUTCROP
 GF0967_SP_SET: IN A DRILL HOLE IN BEDROCK
 GF0967_STAMPING: W 309 1989
 GF0967_MARK LOGO: NGS   
 GF0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0967+STABILITY: POSITION/ELEVATION WELL
 GF0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0967+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0967
 GF0967  HISTORY     - Date     Condition        Report By
 GF0967  HISTORY     - 1989     MONUMENTED       NGS
 GF0967
 GF0967                          STATION DESCRIPTION
 GF0967
 GF0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0967'IN GARFIELD, AT THE INTERSECTION OF STATE HIGHWAY 127 AND THE
 GF0967'ARKANSAS AND MISSOURI RAILROAD, IN A 1 BY 3 FOOT EXPOSED AREA OF
 GF0967'BEDROCK IN A HIGHWAY CUT, 44.7 M (146.7 FT) WEST OF THE CENTERLINE OF
 GF0967'THE HIGHWAY, 9.1 M (29.9 FT) SOUTHWEST OF A UTILITY POLE WITH CABLES
 GF0967'CROSSING THE TRACK, 3.2 M (10.5 FT) NORTH OF THE NEAR RAIL, 1.6 M
 GF0967'(5.2 FT) SOUTH OF A WITNESS POST, AND 0.7 M (2.3 FT) BELOW THE LEVEL
 GF0967'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0130 ***********************************************************************
 GG0130  DESIGNATION -  W 31
 GG0130  PID         -  GG0130
 GG0130  STATE/COUNTY-  AR/BENTON
 GG0130  USGS QUAD   -  GENTRY (1982)
 GG0130
 GG0130                         *CURRENT SURVEY CONTROL
 GG0130  ___________________________________________________________________
 GG0130* NAD 83(1986)-  36 20 39.     (N)    094 27 18.     (W)     SCALED    
 GG0130* NAVD 88     -       358.217  (meters)    1175.25   (feet)  ADJUSTED  
 GG0130  ___________________________________________________________________
 GG0130  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GG0130  DYNAMIC HT  -         357.910 (meters)    1174.24  (feet)  COMP
 GG0130  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 GG0130
 GG0130  VERT ORDER  -  SECOND    CLASS 0
 GG0130
 GG0130.The horizontal coordinates were scaled from a topographic map and have
 GG0130.an estimated accuracy of +/- 6 seconds.
 GG0130
 GG0130.The orthometric height was determined by differential leveling
 GG0130.and adjusted by the National Geodetic Survey in June 1991..
 GG0130
 GG0130.The geoid height was determined by GEOID03.
 GG0130
 GG0130.The dynamic height is computed by dividing the NAVD 88
 GG0130.geopotential number by the normal gravity value computed on the
 GG0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0130.degrees latitude (g = 980.6199 gals.).
 GG0130
 GG0130.The modeled gravity was interpolated from observed gravity values.
 GG0130
 GG0130;                    North         East    Units  Estimated Accuracy
 GG0130;SPC AR N     -   225,840.      179,630.      MT  (+/- 180 meters Scaled)
 GG0130
 GG0130                          SUPERSEDED SURVEY CONTROL
 GG0130
 GG0130  NGVD 29 (??/??/92)  358.076  (m)         1174.79   (f) ADJ UNCH    2 0
 GG0130
 GG0130.Superseded values are not recommended for survey control.
 GG0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0130.See file dsdata.txt to determine how the superseded data were derived.
 GG0130
 GG0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA694231(NAD 83)
 GG0130_MARKER: DB = BENCH MARK DISK
 GG0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0130_STAMPING: W-31 1934
 GG0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0130+STABILITY: SURFACE MOTION
 GG0130
 GG0130  HISTORY     - Date     Condition        Report By
 GG0130  HISTORY     - 1934     MONUMENTED       CGS
 GG0130  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0130
 GG0130                          STATION DESCRIPTION
 GG0130
 GG0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0130'0.8 MI N FROM DECATUR.
 GG0130'200 FEET NORTH OF CITY LIMIT POST.  30 FEET WEST OF TRACK, 50
 GG0130'FEET NORTH OF CENTERLINE OF CROSSING AND ON A STEEP SLOPE.
 GG0130
 GG0130                          STATION RECOVERY (1961)
 GG0130
 GG0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1251 ***********************************************************************
 FH1251  DESIGNATION -  W 310
 FH1251  PID         -  FH1251
 FH1251  STATE/COUNTY-  AR/WASHINGTON
 FH1251  USGS QUAD   -  WEST FORK (1994)
 FH1251
 FH1251                         *CURRENT SURVEY CONTROL
 FH1251  ___________________________________________________________________
 FH1251* NAD 83(1986)-  35 58 02.     (N)    094 10 03.     (W)     SCALED    
 FH1251* NAVD 88     -       393.897  (meters)    1292.31   (feet)  ADJUSTED  
 FH1251  ___________________________________________________________________
 FH1251  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FH1251  DYNAMIC HT  -         393.535 (meters)    1291.12  (feet)  COMP
 FH1251  MODELED GRAV-     979,701.8   (mgal)                       NAVD 88
 FH1251
 FH1251  VERT ORDER  -  FIRST     CLASS II
 FH1251
 FH1251.The horizontal coordinates were scaled from a topographic map and have
 FH1251.an estimated accuracy of +/- 6 seconds.
 FH1251
 FH1251.The orthometric height was determined by differential leveling
 FH1251.and adjusted by the National Geodetic Survey in June 1991..
 FH1251
 FH1251.The geoid height was determined by GEOID03.
 FH1251
 FH1251.The dynamic height is computed by dividing the NAVD 88
 FH1251.geopotential number by the normal gravity value computed on the
 FH1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1251.degrees latitude (g = 980.6199 gals.).
 FH1251
 FH1251.The modeled gravity was interpolated from observed gravity values.
 FH1251
 FH1251;                    North         East    Units  Estimated Accuracy
 FH1251;SPC AR N     -   183,420.      204,510.      MT  (+/- 180 meters Scaled)
 FH1251
 FH1251                          SUPERSEDED SURVEY CONTROL
 FH1251
 FH1251  NGVD 29 (10/05/93)  393.732  (m)         1291.77   (f) ADJUSTED    1 2
 FH1251
 FH1251.Superseded values are not recommended for survey control.
 FH1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1251.See file dsdata.txt to determine how the superseded data were derived.
 FH1251
 FH1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV947809(NAD 83)
 FH1251_MARKER: I = METAL ROD
 FH1251_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1251+WITH SETTING: INFORMATION.
 FH1251_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1251_STAMPING: W 310 1989
 FH1251_MARK LOGO: NGS   
 FH1251_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1251+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1251
 FH1251  HISTORY     - Date     Condition        Report By
 FH1251  HISTORY     - 1989     MONUMENTED       NGS
 FH1251  HISTORY     - 19990515 GOOD             USPSQD
 FH1251
 FH1251                          STATION DESCRIPTION
 FH1251
 FH1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1251'3.3 KM (2.05 MI) SOUTHERLY ALONG U.S. 71 FROM THE JUNCTION OF WILSON
 FH1251'STREET IN GREENLAND, A METAL ROD DRIVEN TO REFUSAL AT 2.0 M AND FLUSH
 FH1251'WITH GROUND, 2.0 KM (1.25 MI) SOUTH OF A HIGHWAY BRIDGE SPANNING THE
 FH1251'WEST FORK OF THE WHITE RIVER, 18.7 M (61.4 FT) WEST OF THE CENTERLINE
 FH1251'OF THE HIGHWAY, 10.7 M (35.1 FT) NORTH OF A UTILITY POLE, 5.8 M (19.0
 FH1251'FT) EAST OF THE SOUTHEAST CORNER OF A BARN, 0.4 M (1.3 FT) EAST OF A
 FH1251'FENCE CORNER AND GATE POST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 FH1251'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 FH1251'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FH1251
 FH1251                          STATION RECOVERY (1999)
 FH1251
 FH1251'RECOVERY NOTE BY US POWER SQUADRON 1999
 FH1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1214 ***********************************************************************
 FH1214  DESIGNATION -  W 311
 FH1214  PID         -  FH1214
 FH1214  STATE/COUNTY-  AR/CRAWFORD
 FH1214  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH1214
 FH1214                         *CURRENT SURVEY CONTROL
 FH1214  ___________________________________________________________________
 FH1214* NAD 83(1986)-  35 33 56.     (N)    094 14 18.     (W)     SCALED    
 FH1214* NAVD 88     -       234.104  (meters)     768.06   (feet)  ADJUSTED  
 FH1214  ___________________________________________________________________
 FH1214  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FH1214  DYNAMIC HT  -         233.886 (meters)     767.34  (feet)  COMP
 FH1214  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FH1214
 FH1214  VERT ORDER  -  FIRST     CLASS II
 FH1214
 FH1214.The horizontal coordinates were scaled from a topographic map and have
 FH1214.an estimated accuracy of +/- 6 seconds.
 FH1214
 FH1214.The orthometric height was determined by differential leveling
 FH1214.and adjusted by the National Geodetic Survey in June 1991..
 FH1214
 FH1214.The geoid height was determined by GEOID03.
 FH1214
 FH1214.The dynamic height is computed by dividing the NAVD 88
 FH1214.geopotential number by the normal gravity value computed on the
 FH1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1214.degrees latitude (g = 980.6199 gals.).
 FH1214
 FH1214.The modeled gravity was interpolated from observed gravity values.
 FH1214
 FH1214;                    North         East    Units  Estimated Accuracy
 FH1214;SPC AR N     -   139,010.      197,110.      MT  (+/- 180 meters Scaled)
 FH1214
 FH1214                          SUPERSEDED SURVEY CONTROL
 FH1214
 FH1214  NGVD 29 (10/05/93)  233.993  (m)          767.69   (f) ADJUSTED    1 2
 FH1214
 FH1214.Superseded values are not recommended for survey control.
 FH1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1214.See file dsdata.txt to determine how the superseded data were derived.
 FH1214
 FH1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV877364(NAD 83)
 FH1214_MARKER: DV = VERTICAL CONTROL DISK
 FH1214_SETTING: 66 = SET IN ROCK OUTCROP
 FH1214_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1214_STAMPING: W 311 1989
 FH1214_MARK LOGO: NGS   
 FH1214_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1214+STABILITY: POSITION/ELEVATION WELL
 FH1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1214+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1214
 FH1214  HISTORY     - Date     Condition        Report By
 FH1214  HISTORY     - 1989     MONUMENTED       NGS
 FH1214
 FH1214                          STATION DESCRIPTION
 FH1214
 FH1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1214'9.6 KM (5.95 MI) SOUTHWESTERLY ALONG THE ARKANSAS AND MISSOURI
 FH1214'RAILROAD FROM THE JUNCTION OF STATE HIGHWAY 282 IN MOUNTAINBURG,
 FH1214'THENCE 0.8 KM (0.50 MI) SOUTHEASTERLY ALONG A GRAVELED ROAD, NEAR THE
 FH1214'CENTER OF A 3 BY 3 FOOT AREA OF OUTCROPPING BEDROCK, 7.3 M (24.0 FT)
 FH1214'NORTH OF THE CENTER OF A DRIVEWAY LEADING EAST TO THE MEHMEC
 FH1214'RESIDENCE, 4.4 M (14.4 FT) EAST OF THE CENTER OF THE ROAD, 0.3 M (1.0
 FH1214'FT) NORTH OF A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 FH1214'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1239 ***********************************************************************
 FH1239  DESIGNATION -  W 312
 FH1239  PID         -  FH1239
 FH1239  STATE/COUNTY-  AR/WASHINGTON
 FH1239  USGS QUAD   -  WINSLOW (1983)
 FH1239
 FH1239                         *CURRENT SURVEY CONTROL
 FH1239  ___________________________________________________________________
 FH1239* NAD 83(1986)-  35 48 16.     (N)    094 07 53.     (W)     SCALED    
 FH1239* NAVD 88     -       517.133  (meters)    1696.63   (feet)  ADJUSTED  
 FH1239  ___________________________________________________________________
 FH1239  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FH1239  DYNAMIC HT  -         516.640 (meters)    1695.01  (feet)  COMP
 FH1239  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 FH1239
 FH1239  VERT ORDER  -  FIRST     CLASS II
 FH1239
 FH1239.The horizontal coordinates were scaled from a topographic map and have
 FH1239.an estimated accuracy of +/- 6 seconds.
 FH1239
 FH1239.The orthometric height was determined by differential leveling
 FH1239.and adjusted by the National Geodetic Survey in June 1991..
 FH1239
 FH1239.The geoid height was determined by GEOID03.
 FH1239
 FH1239.The dynamic height is computed by dividing the NAVD 88
 FH1239.geopotential number by the normal gravity value computed on the
 FH1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1239.degrees latitude (g = 980.6199 gals.).
 FH1239
 FH1239.The modeled gravity was interpolated from observed gravity values.
 FH1239
 FH1239;                    North         East    Units  Estimated Accuracy
 FH1239;SPC AR N     -   165,290.      207,380.      MT  (+/- 180 meters Scaled)
 FH1239
 FH1239                          SUPERSEDED SURVEY CONTROL
 FH1239
 FH1239  NGVD 29 (10/05/93)  516.973  (m)         1696.10   (f) ADJUSTED    1 2
 FH1239
 FH1239.Superseded values are not recommended for survey control.
 FH1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1239.See file dsdata.txt to determine how the superseded data were derived.
 FH1239
 FH1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV977628(NAD 83)
 FH1239_MARKER: DV = VERTICAL CONTROL DISK
 FH1239_SETTING: 66 = SET IN ROCK OUTCROP
 FH1239_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1239_STAMPING: W 312 1989
 FH1239_MARK LOGO: NGS   
 FH1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1239+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1239
 FH1239  HISTORY     - Date     Condition        Report By
 FH1239  HISTORY     - 1989     MONUMENTED       NGS
 FH1239
 FH1239                          STATION DESCRIPTION
 FH1239
 FH1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1239'0.3 KM (0.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1239'WITH STATE HIGHWAY 74 IN WINSLOW, NEAR THE CENTER OF AN EXPOSED AREA
 FH1239'OF BEDROCK IN A HIGHWAY CUT, 56.0 M (183.7 FT) SOUTH OF THE NORTH END
 FH1239'OF THE CUT, 20.7 M (67.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FH1239'0.2 M (0.7 FT) WEST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1248 ***********************************************************************
 GE1248  DESIGNATION -  W 313
 GE1248  PID         -  GE1248
 GE1248  STATE/COUNTY-  AR/SHARP
 GE1248  USGS QUAD   -  HARDY (1981)
 GE1248
 GE1248                         *CURRENT SURVEY CONTROL
 GE1248  ___________________________________________________________________
 GE1248* NAD 83(1986)-  36 16 55.     (N)    091 23 13.     (W)     SCALED    
 GE1248* NAVD 88     -       191.260  (meters)     627.49   (feet)  ADJUSTED  
 GE1248  ___________________________________________________________________
 GE1248  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GE1248  DYNAMIC HT  -         191.098 (meters)     626.96  (feet)  COMP
 GE1248  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GE1248
 GE1248  VERT ORDER  -  FIRST     CLASS II
 GE1248
 GE1248.The horizontal coordinates were scaled from a topographic map and have
 GE1248.an estimated accuracy of +/- 6 seconds.
 GE1248
 GE1248.The orthometric height was determined by differential leveling
 GE1248.and adjusted by the National Geodetic Survey in January 1995..
 GE1248
 GE1248.The geoid height was determined by GEOID03.
 GE1248
 GE1248.The dynamic height is computed by dividing the NAVD 88
 GE1248.geopotential number by the normal gravity value computed on the
 GE1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1248.degrees latitude (g = 980.6199 gals.).
 GE1248
 GE1248.The modeled gravity was interpolated from observed gravity values.
 GE1248
 GE1248;                    North         East    Units  Estimated Accuracy
 GE1248;SPC AR N     -   216,360.      455,080.      MT  (+/- 180 meters Scaled)
 GE1248
 GE1248                          SUPERSEDED SURVEY CONTROL
 GE1248
 GE1248  NGVD 29 (10/05/93)  191.153  (m)          627.14   (f) ADJUSTED    1 2
 GE1248
 GE1248.Superseded values are not recommended for survey control.
 GE1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1248.See file dsdata.txt to determine how the superseded data were derived.
 GE1248
 GE1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA448164(NAD 83)
 GE1248_MARKER: DV = VERTICAL CONTROL DISK
 GE1248_SETTING: 66 = SET IN ROCK OUTCROP
 GE1248_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1248_STAMPING: W 313 1992
 GE1248_MARK LOGO: NGS   
 GE1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1248+STABILITY: POSITION/ELEVATION WELL
 GE1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1248+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1248
 GE1248  HISTORY     - Date     Condition        Report By
 GE1248  HISTORY     - 1990     MONUMENTED       NGS
 GE1248
 GE1248                          STATION DESCRIPTION
 GE1248
 GE1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1248'10.9 KM (6.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1248'U.S. HIGHWAY 62 IN HARDY, IN A 2 BY 4-FOOT AREA OF OUTCROPPING
 GE1248'BEDROCK, 24.4 M (80.1 FT) EAST-SOUTHEAST OF A SIGN (PAUL GARNER
 GE1248'REALTY), 10.1 M (33.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 9.1 M
 GE1248'(29.9 FT) NORTHEAST OF A FENCE, AND 0.4 M (1.3 FT) NORTHEAST OF A
 GE1248'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2191 ***********************************************************************
 FF2191  DESIGNATION -  W 314
 FF2191  PID         -  FF2191
 FF2191  STATE/COUNTY-  AR/POINSETT
 FF2191  USGS QUAD   -  TRUMANN (1983)
 FF2191
 FF2191                         *CURRENT SURVEY CONTROL
 FF2191  ___________________________________________________________________
 FF2191* NAD 83(1986)-  35 40 50.     (N)    090 30 41.     (W)     SCALED    
 FF2191* NAVD 88     -        67.001  (meters)     219.82   (feet)  ADJUSTED  
 FF2191  ___________________________________________________________________
 FF2191  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF2191  DYNAMIC HT  -          66.943 (meters)     219.63  (feet)  COMP
 FF2191  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 FF2191
 FF2191  VERT ORDER  -  FIRST     CLASS II
 FF2191
 FF2191.The horizontal coordinates were scaled from a topographic map and have
 FF2191.an estimated accuracy of +/- 6 seconds.
 FF2191
 FF2191.The orthometric height was determined by differential leveling
 FF2191.and adjusted by the National Geodetic Survey in January 1995..
 FF2191
 FF2191.The geoid height was determined by GEOID03.
 FF2191
 FF2191.The dynamic height is computed by dividing the NAVD 88
 FF2191.geopotential number by the normal gravity value computed on the
 FF2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2191.degrees latitude (g = 980.6199 gals.).
 FF2191
 FF2191.The modeled gravity was interpolated from observed gravity values.
 FF2191
 FF2191;                    North         East    Units  Estimated Accuracy
 FF2191;SPC AR N     -   150,480.      534,740.      MT  (+/- 180 meters Scaled)
 FF2191
 FF2191                          SUPERSEDED SURVEY CONTROL
 FF2191
 FF2191  NGVD 29 (10/05/93)   66.928  (m)          219.58   (f) ADJUSTED    1 2
 FF2191
 FF2191.Superseded values are not recommended for survey control.
 FF2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2191.See file dsdata.txt to determine how the superseded data were derived.
 FF2191
 FF2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV252513(NAD 83)
 FF2191_MARKER: I = METAL ROD
 FF2191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2191_SP_SET: STAINLESS STEEL ROD
 FF2191_STAMPING: W 314 1992
 FF2191_MARK LOGO: NGS   
 FF2191_PROJECTION: FLUSH
 FF2191_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2191+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF2191_ROD/PIPE-DEPTH: 21.9 meters
 FF2191
 FF2191  HISTORY     - Date     Condition        Report By
 FF2191  HISTORY     - 1990     MONUMENTED       NGS
 FF2191  HISTORY     - 20020814 GOOD             USACE
 FF2191
 FF2191                          STATION DESCRIPTION
 FF2191
 FF2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2191'IN TRUMAN, AT THE INTERSECTION OF OZARK AVENUE AND SEATON STREET, 45.0
 FF2191'M (147.6 FT) NORTHWEST OF THE EXTENDED CENTER OF THE STREET, 22.5 M
 FF2191'(73.8 FT) SOUTHWEST OF AND LEVEL WITH THE AVENUE CENTERLINE, 11.5 M
 FF2191'(37.7 FT) NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 FF2191'RAILROAD, 1.6 M (5.2 FT) SOUTHEAST OF A UTILITY POLE, AND 0.3 M
 FF2191'(1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 FF2191'POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2191
 FF2191                          STATION RECOVERY (2002)
 FF2191
 FF2191'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2191'NO UTILITY POLE AT LOCATION.
 FF2191'MARK IS 13 FT ENE OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1223 ***********************************************************************
 GE1223  DESIGNATION -  W 315
 GE1223  PID         -  GE1223
 GE1223  STATE/COUNTY-  AR/LAWRENCE
 GE1223  USGS QUAD   -  IMBODEN (1981)
 GE1223
 GE1223                         *CURRENT SURVEY CONTROL
 GE1223  ___________________________________________________________________
 GE1223* NAD 83(1986)-  36 08 24.     (N)    091 09 29.     (W)     SCALED    
 GE1223* NAVD 88     -        98.350  (meters)     322.67   (feet)  ADJUSTED  
 GE1223  ___________________________________________________________________
 GE1223  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GE1223  DYNAMIC HT  -          98.268 (meters)     322.40  (feet)  COMP
 GE1223  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 GE1223
 GE1223  VERT ORDER  -  FIRST     CLASS II
 GE1223
 GE1223.The horizontal coordinates were scaled from a topographic map and have
 GE1223.an estimated accuracy of +/- 6 seconds.
 GE1223
 GE1223.The orthometric height was determined by differential leveling
 GE1223.and adjusted by the National Geodetic Survey in January 1995..
 GE1223
 GE1223.The geoid height was determined by GEOID03.
 GE1223
 GE1223.The dynamic height is computed by dividing the NAVD 88
 GE1223.geopotential number by the normal gravity value computed on the
 GE1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1223.degrees latitude (g = 980.6199 gals.).
 GE1223
 GE1223.The modeled gravity was interpolated from observed gravity values.
 GE1223
 GE1223;                    North         East    Units  Estimated Accuracy
 GE1223;SPC AR N     -   200,760.      475,780.      MT  (+/- 180 meters Scaled)
 GE1223
 GE1223                          SUPERSEDED SURVEY CONTROL
 GE1223
 GE1223  NGVD 29 (10/05/93)   98.257  (m)          322.36   (f) ADJUSTED    1 2
 GE1223
 GE1223.Superseded values are not recommended for survey control.
 GE1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1223.See file dsdata.txt to determine how the superseded data were derived.
 GE1223
 GE1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA657010(NAD 83)
 GE1223_MARKER: I = METAL ROD
 GE1223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1223_SP_SET: STAINLESS STEEL ROD
 GE1223_STAMPING: W 315 1990
 GE1223_MARK LOGO: NGS   
 GE1223_PROJECTION: FLUSH
 GE1223_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1223+STABILITY: POSITION/ELEVATION WELL
 GE1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1223+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1223_ROD/PIPE-DEPTH: 6.7  meters
 GE1223
 GE1223  HISTORY     - Date     Condition        Report By
 GE1223  HISTORY     - 1990     MONUMENTED       NGS
 GE1223  HISTORY     - 20021026 GOOD             USACE
 GE1223
 GE1223                          STATION DESCRIPTION
 GE1223
 GE1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1223'7.5 KM (4.65 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1223'STATE HIGHWAY 25 IN BLACK ROCK, 4.3 KM (2.65 MI) NORTHWEST OF THE
 GE1223'INTERSECTION OF STATE HIGHWAY 117, 29.9 M (98.1 FT) SOUTH OF THE
 GE1223'SOUTHWEST CORNER OF A CULVERT, 22.9 M (75.1 FT) NORTH OF THE
 GE1223'NORTHEAST CORNER OF A HOUSE, 18.1 M (59.4 FT) WEST OF THE HIGHWAY
 GE1223'CENTERLINE, 12.8 M (42.0 FT) NORTH OF A UTILITY POLE, 7.9 M
 GE1223'(25.9 FT) SOUTH OF A T-FENCE CORNER, 0.4 M (1.3 FT) EAST OF A FENCE,
 GE1223'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT)
 GE1223'SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1223'5-INCH LOGO CAP.
 GE1223
 GE1223                          STATION RECOVERY (2002)
 GE1223
 GE1223'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1241 ***********************************************************************
 GE1241  DESIGNATION -  W 316
 GE1241  PID         -  GE1241
 GE1241  STATE/COUNTY-  AR/SHARP
 GE1241  USGS QUAD   -  WILLIFORD (1981)
 GE1241
 GE1241                         *CURRENT SURVEY CONTROL
 GE1241  ___________________________________________________________________
 GE1241* NAD 83(1986)-  36 16 26.     (N)    091 20 29.     (W)     SCALED    
 GE1241* NAVD 88     -       120.950  (meters)     396.82   (feet)  ADJUSTED  
 GE1241  ___________________________________________________________________
 GE1241  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE1241  DYNAMIC HT  -         120.849 (meters)     396.49  (feet)  COMP
 GE1241  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 GE1241
 GE1241  VERT ORDER  -  FIRST     CLASS II
 GE1241
 GE1241.The horizontal coordinates were scaled from a topographic map and have
 GE1241.an estimated accuracy of +/- 6 seconds.
 GE1241
 GE1241.The orthometric height was determined by differential leveling
 GE1241.and adjusted by the National Geodetic Survey in January 1995..
 GE1241
 GE1241.The geoid height was determined by GEOID03.
 GE1241
 GE1241.The dynamic height is computed by dividing the NAVD 88
 GE1241.geopotential number by the normal gravity value computed on the
 GE1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1241.degrees latitude (g = 980.6199 gals.).
 GE1241
 GE1241.The modeled gravity was interpolated from observed gravity values.
 GE1241
 GE1241;                    North         East    Units  Estimated Accuracy
 GE1241;SPC AR N     -   215,490.      459,180.      MT  (+/- 180 meters Scaled)
 GE1241
 GE1241                          SUPERSEDED SURVEY CONTROL
 GE1241
 GE1241  NGVD 29 (10/05/93)  120.846  (m)          396.48   (f) ADJUSTED    1 2
 GE1241
 GE1241.Superseded values are not recommended for survey control.
 GE1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1241.See file dsdata.txt to determine how the superseded data were derived.
 GE1241
 GE1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA489156(NAD 83)
 GE1241_MARKER: DV = VERTICAL CONTROL DISK
 GE1241_SETTING: 66 = SET IN ROCK OUTCROP
 GE1241_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1241_STAMPING: W 316 1990
 GE1241_MARK LOGO: NGS   
 GE1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1241+STABILITY: POSITION/ELEVATION WELL
 GE1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1241+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1241
 GE1241  HISTORY     - Date     Condition        Report By
 GE1241  HISTORY     - 1990     MONUMENTED       NGS
 GE1241
 GE1241                          STATION DESCRIPTION
 GE1241
 GE1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1241'10.2 KM (6.35 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1241'STATE HIGHWAY 90 IN RAVENDEN, NEAR THE CENTER OF A 2 BY 9-FOOT AREA
 GE1241'OF OUTCROPPING BEDROCK, 41.6 M (136.5 FT) WEST OF THE EXTENDED
 GE1241'CENTERLINE OF STATE HIGHWAY 58, 23.6 M (77.4 FT) WEST OF THE CENTER
 GE1241'OF THE MOST WESTERLY OF 2 DRIVEWAYS, 12.5 M (41.0 FT) NORTH OF THE
 GE1241'HIGHWAY CENTERLINE, 6.0 M (19.7 FT) SOUTH OF A FENCE, 1.8 M (5.9 FT)
 GE1241'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 GE1241'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0169 ***********************************************************************
 GE0169  DESIGNATION -  W 32
 GE0169  PID         -  GE0169
 GE0169  STATE/COUNTY-  AR/GREENE
 GE0169  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0169
 GE0169                         *CURRENT SURVEY CONTROL
 GE0169  ___________________________________________________________________
 GE0169* NAD 83(1986)-  36 04 28.     (N)    090 22 42.     (W)     SCALED    
 GE0169* NAVD 88     -        75.168  (meters)     246.61   (feet)  ADJUSTED  
 GE0169  ___________________________________________________________________
 GE0169  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GE0169  DYNAMIC HT  -          75.106 (meters)     246.41  (feet)  COMP
 GE0169  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 GE0169
 GE0169  VERT ORDER  -  FIRST     CLASS II
 GE0169
 GE0169.The horizontal coordinates were scaled from a topographic map and have
 GE0169.an estimated accuracy of +/- 6 seconds.
 GE0169
 GE0169.The orthometric height was determined by differential leveling
 GE0169.and adjusted by the National Geodetic Survey in June 1991..
 GE0169
 GE0169.The geoid height was determined by GEOID03.
 GE0169
 GE0169.The dynamic height is computed by dividing the NAVD 88
 GE0169.geopotential number by the normal gravity value computed on the
 GE0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0169.degrees latitude (g = 980.6199 gals.).
 GE0169
 GE0169.The modeled gravity was interpolated from observed gravity values.
 GE0169
 GE0169;                    North         East    Units  Estimated Accuracy
 GE0169;SPC AR N     -   194,370.      546,070.      MT  (+/- 180 meters Scaled)
 GE0169
 GE0169                          SUPERSEDED SURVEY CONTROL
 GE0169
 GE0169  NGVD 29 (??/??/92)   75.160  (m)          246.59   (f) ADJ UNCH    1 2
 GE0169
 GE0169.Superseded values are not recommended for survey control.
 GE0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0169.See file dsdata.txt to determine how the superseded data were derived.
 GE0169
 GE0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV360953(NAD 83)
 GE0169_MARKER: DB = BENCH MARK DISK
 GE0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0169_STAMPING: W 32 1933
 GE0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0169+STABILITY: SURFACE MOTION
 GE0169
 GE0169  HISTORY     - Date     Condition        Report By
 GE0169  HISTORY     - 1933     MONUMENTED       CGS
 GE0169  HISTORY     - 1956     GOOD             NGS
 GE0169  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0169
 GE0169                          STATION DESCRIPTION
 GE0169
 GE0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0169'6.6 MI E FROM PARAGOULD.
 GE0169'ABOUT 6.55 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0169'FROM THE STATION AT PARAGOULD, AT BARD, SOUTH AND ACROSS TRACK
 GE0169'FROM TELEPHONE POLE NO. 108/26, 46 FEET SOUTH OF SOUTH RAIL,
 GE0169'128 FEET WEST-SOUTHWEST OF CENTER OF CROSSING OF MILLTOWN ROAD,
 GE0169'115 FEET WEST-NORTHWEST OF CENTER OF A ROAD INTERSECTION, 25 FEET
 GE0169'NORTH OF CENTER LINE OF ROAD PARALLELING TRACK, 43 FEET SOUTHWEST
 GE0169'OF SOUTH END OF CENTER OF A 3-FOOT WOODEN BOX CULVERT UNDER TRACK,
 GE0169'2 FEET NORTHEAST OF EAST END OF A FENCE LINE, ABOUT 2 1/2 FEET
 GE0169'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0169'PROJECTING 1 INCH.
 GE0169
 GE0169                          STATION RECOVERY (1981)
 GE0169
 GE0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0215 ***********************************************************************
 GG0215  DESIGNATION -  W 33
 GG0215  PID         -  GG0215
 GG0215  STATE/COUNTY-  AR/BENTON
 GG0215  USGS QUAD   -  COLCORD NE (1971)
 GG0215
 GG0215                         *CURRENT SURVEY CONTROL
 GG0215  ___________________________________________________________________
 GG0215* NAD 83(1986)-  36 28 31.     (N)    094 33 53.     (W)     SCALED    
 GG0215* NAVD 88     -       307.709  (meters)    1009.54   (feet)  ADJUSTED  
 GG0215  ___________________________________________________________________
 GG0215  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GG0215  DYNAMIC HT  -         307.446 (meters)    1008.68  (feet)  COMP
 GG0215  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GG0215
 GG0215  VERT ORDER  -  SECOND    CLASS 0
 GG0215
 GG0215.The horizontal coordinates were scaled from a topographic map and have
 GG0215.an estimated accuracy of +/- 6 seconds.
 GG0215
 GG0215.The orthometric height was determined by differential leveling
 GG0215.and adjusted by the National Geodetic Survey in June 1991..
 GG0215
 GG0215.The geoid height was determined by GEOID03.
 GG0215
 GG0215.The dynamic height is computed by dividing the NAVD 88
 GG0215.geopotential number by the normal gravity value computed on the
 GG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0215.degrees latitude (g = 980.6199 gals.).
 GG0215
 GG0215.The modeled gravity was interpolated from observed gravity values.
 GG0215
 GG0215;                    North         East    Units  Estimated Accuracy
 GG0215;SPC AR N     -   240,640.      170,160.      MT  (+/- 180 meters Scaled)
 GG0215
 GG0215                          SUPERSEDED SURVEY CONTROL
 GG0215
 GG0215  NGVD 29 (??/??/92)  307.592  (m)         1009.16   (f) ADJ UNCH    2 0
 GG0215
 GG0215.Superseded values are not recommended for survey control.
 GG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0215.See file dsdata.txt to determine how the superseded data were derived.
 GG0215
 GG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA598378(NAD 83)
 GG0215_MARKER: DB = BENCH MARK DISK
 GG0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0215_STAMPING: W 33 1934
 GG0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0215+STABILITY: SURFACE MOTION
 GG0215
 GG0215  HISTORY     - Date     Condition        Report By
 GG0215  HISTORY     - 1934     MONUMENTED       CGS
 GG0215  HISTORY     - 1961     GOOD             NGS
 GG0215  HISTORY     - 1970     MARK NOT FOUND   USGS
 GG0215
 GG0215                          STATION DESCRIPTION
 GG0215
 GG0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GG0215'3.6 MI E FROM SOUTHWEST CITY.
 GG0215'THIS MARK WAS RECOVERED NEAR THE CENTER OF THE NORTH 1/2 OF
 GG0215'SEC. 26, T. 21 N., R. 34 W., TO NORTHEAST OF CROSSING OF ROAD
 GG0215'OVER OLD ABANDONED RAILROAD AND ABOUT 2 FEET SOUTHWEST OF THE
 GG0215'FIRST POLE EAST OF THIS CROSSING.
 GG0215
 GG0215                          STATION RECOVERY (1970)
 GG0215
 GG0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GG0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0177 ***********************************************************************
 GG0177  DESIGNATION -  W 34 RESET
 GG0177  PID         -  GG0177
 GG0177  STATE/COUNTY-  AR/BENTON
 GG0177  USGS QUAD   -  COLCORD NE (1971)
 GG0177
 GG0177                         *CURRENT SURVEY CONTROL
 GG0177  ___________________________________________________________________
 GG0177* NAD 83(1986)-  36 24 13.     (N)    094 36 00.     (W)     SCALED    
 GG0177* NAVD 88     -       313.89   (meters)    1029.8    (feet)  RESET     
 GG0177  ___________________________________________________________________
 GG0177  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GG0177
 GG0177  VERT ORDER  -  THIRD
 GG0177
 GG0177.The horizontal coordinates were scaled from a topographic map and have
 GG0177.an estimated accuracy of +/- 6 seconds.
 GG0177
 GG0177.The orthometric height was computed from unverified reset data.
 GG0177
 GG0177.The geoid height was determined by GEOID03.
 GG0177
 GG0177;                    North         East    Units  Estimated Accuracy
 GG0177;SPC AR N     -   232,770.      166,790.      MT  (+/- 180 meters Scaled)
 GG0177
 GG0177                          SUPERSEDED SURVEY CONTROL
 GG0177
 GG0177.No superseded survey control is available for this station.
 GG0177
 GG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA565299(NAD 83)
 GG0177_MARKER: DB = BENCH MARK DISK
 GG0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0177_SP_SET: BRIDGE
 GG0177_STAMPING: 1029.40 W 34 RESET 1951
 GG0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0177
 GG0177  HISTORY     - Date     Condition        Report By
 GG0177  HISTORY     - 1951     MONUMENTED       ARHD
 GG0177
 GG0177                          STATION DESCRIPTION
 GG0177
 GG0177'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1951
 GG0177'AT MAYSVILLE.
 GG0177'IN THE NORTHEAST PART OF MAYSVILLE, BENTON COUNTY, ON STATE
 GG0177'HIGHWAY 102, 0.7 MILE EAST OF THE ARKANSAS-OKLAHOMA STATE LINE,
 GG0177'AT THE BRIDGE OVER TOWN BRANCH, AND IN THE TOP OF THE NORTHWEST
 GG0177'CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED 1029.40 W 34 RESET
 GG0177'1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0333 ***********************************************************************
 GF0333  DESIGNATION -  W 35
 GF0333  PID         -  GF0333
 GF0333  STATE/COUNTY-  AR/BOONE
 GF0333  USGS QUAD   -  BERGMAN (1975)
 GF0333
 GF0333                         *CURRENT SURVEY CONTROL
 GF0333  ___________________________________________________________________
 GF0333* NAD 83(1986)-  36 20 19.     (N)    093 03 45.     (W)     SCALED    
 GF0333* NAVD 88     -       307.204  (meters)    1007.89   (feet)  ADJUSTED  
 GF0333  ___________________________________________________________________
 GF0333  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GF0333  DYNAMIC HT  -         306.935 (meters)    1007.00  (feet)  COMP
 GF0333  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 GF0333
 GF0333  VERT ORDER  -  SECOND    CLASS 0
 GF0333
 GF0333.The horizontal coordinates were scaled from a topographic map and have
 GF0333.an estimated accuracy of +/- 6 seconds.
 GF0333
 GF0333.The orthometric height was determined by differential leveling
 GF0333.and adjusted by the National Geodetic Survey in June 1991..
 GF0333
 GF0333.The geoid height was determined by GEOID03.
 GF0333
 GF0333.The dynamic height is computed by dividing the NAVD 88
 GF0333.geopotential number by the normal gravity value computed on the
 GF0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0333.degrees latitude (g = 980.6199 gals.).
 GF0333
 GF0333.The modeled gravity was interpolated from observed gravity values.
 GF0333
 GF0333;                    North         East    Units  Estimated Accuracy
 GF0333;SPC AR N     -   222,990.      304,610.      MT  (+/- 180 meters Scaled)
 GF0333
 GF0333                          SUPERSEDED SURVEY CONTROL
 GF0333
 GF0333  NGVD 29 (??/??/92)  307.075  (m)         1007.46   (f) ADJ UNCH    2 0
 GF0333
 GF0333.Superseded values are not recommended for survey control.
 GF0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0333.See file dsdata.txt to determine how the superseded data were derived.
 GF0333
 GF0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA943215(NAD 83)
 GF0333_MARKER: DB = BENCH MARK DISK
 GF0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0333_SP_SET: BRIDGE
 GF0333_STAMPING: W-35 1934
 GF0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0333
 GF0333  HISTORY     - Date     Condition        Report By
 GF0333  HISTORY     - 1934     MONUMENTED       CGS
 GF0333
 GF0333                          STATION DESCRIPTION
 GF0333
 GF0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0333'5.1 MI NW FROM BERGMAN.
 GF0333'5.1 MILES NORTHWEST OF, ALONG MISSOURI PACIFIC R.R. FROM STATION
 GF0333'AT STEEL BRIDGE NO. 148, OVER MARBLE CREEK, ACROSS THE TRACK
 GF0333'FROM POLE 420-17, SET IN TOP OF THE WEST END OF THE NORTH
 GF0333'CONCRETE WINGWALL OF BRIDGE, 8 FEET WEST OF CENTERLINE OF
 GF0333'RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0141 ***********************************************************************
 GF0141  DESIGNATION -  W 37
 GF0141  PID         -  GF0141
 GF0141  STATE/COUNTY-  AR/BAXTER
 GF0141  USGS QUAD   -  COTTER (1981)
 GF0141
 GF0141                         *CURRENT SURVEY CONTROL
 GF0141  ___________________________________________________________________
 GF0141* NAD 83(1986)-  36 15 43.     (N)    092 30 08.     (W)     SCALED    
 GF0141* NAVD 88     -       135.194  (meters)     443.55   (feet)  ADJUSTED  
 GF0141  ___________________________________________________________________
 GF0141  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0141  DYNAMIC HT  -         135.078 (meters)     443.17  (feet)  COMP
 GF0141  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 GF0141
 GF0141  VERT ORDER  -  SECOND    CLASS 0
 GF0141
 GF0141.The horizontal coordinates were scaled from a topographic map and have
 GF0141.an estimated accuracy of +/- 6 seconds.
 GF0141
 GF0141.The orthometric height was determined by differential leveling
 GF0141.and adjusted by the National Geodetic Survey in June 1991..
 GF0141
 GF0141.The geoid height was determined by GEOID03.
 GF0141
 GF0141.The dynamic height is computed by dividing the NAVD 88
 GF0141.geopotential number by the normal gravity value computed on the
 GF0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0141.degrees latitude (g = 980.6199 gals.).
 GF0141
 GF0141.The modeled gravity was interpolated from observed gravity values.
 GF0141
 GF0141;                    North         East    Units  Estimated Accuracy
 GF0141;SPC AR N     -   214,090.      354,870.      MT  (+/- 180 meters Scaled)
 GF0141
 GF0141                          SUPERSEDED SURVEY CONTROL
 GF0141
 GF0141  NGVD 29 (??/??/92)  135.085  (m)          443.19   (f) ADJ UNCH    2 0
 GF0141
 GF0141.Superseded values are not recommended for survey control.
 GF0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0141.See file dsdata.txt to determine how the superseded data were derived.
 GF0141
 GF0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA447131(NAD 83)
 GF0141_MARKER: DB = BENCH MARK DISK
 GF0141_SETTING: 66 = SET IN ROCK OUTCROP
 GF0141_SP_SET: ROCK LEDGE
 GF0141_STAMPING: W-37 1934
 GF0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0141+STABILITY: POSITION/ELEVATION WELL
 GF0141
 GF0141  HISTORY     - Date     Condition        Report By
 GF0141  HISTORY     - 1934     MONUMENTED       CGS
 GF0141  HISTORY     - 1935     MARK NOT FOUND   NGS
 GF0141  HISTORY     - 1972     MARK NOT FOUND   USGS
 GF0141  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 GF0141
 GF0141                          STATION DESCRIPTION
 GF0141
 GF0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0141'1.7 MI SE FROM COTTER.
 GF0141'1.7 MILES SOUTHEAST OF ALONG MISSOURI RY ABOUT 0.1 MILE SOUTHEAST
 GF0141'OF POLE 380, 60 FEET SOUTHEAST AND BELOW POLE MARKED L-18,
 GF0141'12.5 FEET NORTHEAST OF RAILROAD CENTERLINE, 1 FT. ABOVE TOP
 GF0141'OF RAILS, STANDARD TABLET SET IN TOP OF LIMESTONE LEDGE OF CLIFF.
 GF0141
 GF0141                          STATION RECOVERY (1972)
 GF0141
 GF0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GF0141'MARK NOT FOUND.
 GF0141
 GF0141                          STATION RECOVERY (2004)
 GF0141
 GF0141'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 GF0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1305 ***********************************************************************
 GE1305  DESIGNATION -  W 38 RESET
 GE1305  PID         -  GE1305
 GE1305  STATE/COUNTY-  AR/FULTON
 GE1305  USGS QUAD   -  VIOLA (1984)
 GE1305
 GE1305                         *CURRENT SURVEY CONTROL
 GE1305  ___________________________________________________________________
 GE1305* NAD 83(1986)-  36 23 42.     (N)    091 55 02.     (W)     SCALED    
 GE1305* NAVD 88     -       253.89   (meters)     833.0    (feet)  RESET     
 GE1305  ___________________________________________________________________
 GE1305  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GE1305
 GE1305  VERT ORDER  -  THIRD
 GE1305
 GE1305.The horizontal coordinates were scaled from a topographic map and have
 GE1305.an estimated accuracy of +/- 6 seconds.
 GE1305
 GE1305.The orthometric height was computed from unverified reset data.
 GE1305
 GE1305.The geoid height was determined by GEOID03.
 GE1305
 GE1305;                    North         East    Units  Estimated Accuracy
 GE1305;SPC AR N     -   228,740.      407,430.      MT  (+/- 180 meters Scaled)
 GE1305
 GE1305                          SUPERSEDED SURVEY CONTROL
 GE1305
 GE1305  NGVD 29 (08/21/02)  253.78   (m)          832.6    (f) RESET       3  
 GE1305
 GE1305.Superseded values are not recommended for survey control.
 GE1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1305.See file dsdata.txt to determine how the superseded data were derived.
 GE1305
 GE1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA971283(NAD 83)
 GE1305_MARKER: DV = VERTICAL CONTROL DISK
 GE1305_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GE1305_SP_SET: WINGWALL
 GE1305_STAMPING: W 38 RESET 1984
 GE1305_MARK LOGO: NGS   
 GE1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1305
 GE1305  HISTORY     - Date     Condition        Report By
 GE1305  HISTORY     - 1984     MONUMENTED       ARHD
 GE1305
 GE1305                          STATION DESCRIPTION
 GE1305
 GE1305'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1984
 GE1305'3.9 MILES (6.3 KM) EAST ALONG US HIGHWAY 62 FROM THE INTERSECTION OF
 GE1305'US HIGHWAY 62 AND STATE HIGHWAY 223 IN VIOLA, AT A CONCRETE BRIDGE
 GE1305'OVER DAVENPORT CREEK, WEST ABUTMENT, 24 FEET (7.3 M) NORTH OF THE
 GE1305'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0063 ***********************************************************************
 FG0063  DESIGNATION -  W 39
 FG0063  PID         -  FG0063
 FG0063  STATE/COUNTY-  AR/IZARD
 FG0063  USGS QUAD   -  SYLAMORE (1975)
 FG0063
 FG0063                         *CURRENT SURVEY CONTROL
 FG0063  ___________________________________________________________________
 FG0063* NAD 83(1986)-  35 55 58.     (N)    092 03 59.     (W)     SCALED    
 FG0063* NAVD 88     -       101.100  (meters)     331.69   (feet)  ADJUSTED  
 FG0063  ___________________________________________________________________
 FG0063  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FG0063  DYNAMIC HT  -         101.012 (meters)     331.40  (feet)  COMP
 FG0063  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 FG0063
 FG0063  VERT ORDER  -  SECOND    CLASS 0
 FG0063
 FG0063.The horizontal coordinates were scaled from a topographic map and have
 FG0063.an estimated accuracy of +/- 6 seconds.
 FG0063
 FG0063.The orthometric height was determined by differential leveling
 FG0063.and adjusted by the National Geodetic Survey in June 1991..
 FG0063
 FG0063.The geoid height was determined by GEOID03.
 FG0063
 FG0063.The dynamic height is computed by dividing the NAVD 88
 FG0063.geopotential number by the normal gravity value computed on the
 FG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0063.degrees latitude (g = 980.6199 gals.).
 FG0063
 FG0063.The modeled gravity was interpolated from observed gravity values.
 FG0063
 FG0063;                    North         East    Units  Estimated Accuracy
 FG0063;SPC AR N     -   177,450.      394,010.      MT  (+/- 180 meters Scaled)
 FG0063
 FG0063                          SUPERSEDED SURVEY CONTROL
 FG0063
 FG0063  NGVD 29 (??/??/92)  101.002  (m)          331.37   (f) ADJ UNCH    2 0
 FG0063
 FG0063.Superseded values are not recommended for survey control.
 FG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0063.See file dsdata.txt to determine how the superseded data were derived.
 FG0063
 FG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV842768(NAD 83)
 FG0063_MARKER: DB = BENCH MARK DISK
 FG0063_SETTING: 66 = SET IN ROCK OUTCROP
 FG0063_SP_SET: LIMESTONE OUTCROP
 FG0063_STAMPING: W-39 1934
 FG0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0063+STABILITY: POSITION/ELEVATION WELL
 FG0063
 FG0063  HISTORY     - Date     Condition        Report By
 FG0063  HISTORY     - 1934     MONUMENTED       CGS
 FG0063  HISTORY     - 1962     MARK NOT FOUND   USGS
 FG0063
 FG0063                          STATION DESCRIPTION
 FG0063
 FG0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0063'3 MI SE FROM SYLAMORE.
 FG0063'130 FEET WEST OF POLE 322.  35 FEET NORTH OF RAILROAD CENTERLINE.  45
 FG0063'FEET NORTHWEST OF INTERSECTION OF CENTERLINES OF RAILROAD AND GRADE
 FG0063'CROSSING.  TABLET SET IN SOUTH SLOPE AT A LIMESTONE OUTCROP.
 FG0063
 FG0063                          STATION RECOVERY (1962)
 FG0063
 FG0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FG0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0134 ***********************************************************************
 FF0134  DESIGNATION -  W 4
 FF0134  PID         -  FF0134
 FF0134  STATE/COUNTY-  AR/CRITTENDEN
 FF0134  USGS QUAD   -  JERICHO (1993)
 FF0134
 FF0134                         *CURRENT SURVEY CONTROL
 FF0134  ___________________________________________________________________
 FF0134* NAD 83(1986)-  35 19 56.     (N)    090 14 39.     (W)     SCALED    
 FF0134* NAVD 88     -        70.097  (meters)     229.98   (feet)  ADJUSTED  
 FF0134  ___________________________________________________________________
 FF0134  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF0134  DYNAMIC HT  -          70.034 (meters)     229.77  (feet)  COMP
 FF0134  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 FF0134
 FF0134  VERT ORDER  -  FIRST     CLASS II
 FF0134
 FF0134.The horizontal coordinates were scaled from a topographic map and have
 FF0134.an estimated accuracy of +/- 6 seconds.
 FF0134
 FF0134.The orthometric height was determined by differential leveling
 FF0134.and adjusted by the National Geodetic Survey in June 1991..
 FF0134.WARNING-Repeat measurements at this control monument indicate possible
 FF0134.vertical movement.
 FF0134
 FF0134.The geoid height was determined by GEOID03.
 FF0134
 FF0134.The dynamic height is computed by dividing the NAVD 88
 FF0134.geopotential number by the normal gravity value computed on the
 FF0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0134.degrees latitude (g = 980.6199 gals.).
 FF0134
 FF0134.The modeled gravity was interpolated from observed gravity values.
 FF0134
 FF0134;                    North         East    Units  Estimated Accuracy
 FF0134;SPC AR N     -   112,240.      559,620.      MT  (+/- 180 meters Scaled)
 FF0134
 FF0134                          SUPERSEDED SURVEY CONTROL
 FF0134
 FF0134  NGVD 29 (10/05/93)   70.073  (m)          229.90   (f) ADJUSTED    1 2
 FF0134
 FF0134.Superseded values are not recommended for survey control.
 FF0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0134.See file dsdata.txt to determine how the superseded data were derived.
 FF0134
 FF0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV504133(NAD 83)
 FF0134_MARKER: DB = BENCH MARK DISK
 FF0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0134_SP_SET: CONCRETE POST
 FF0134_STAMPING: W 4 1928 229.822
 FF0134_MARK LOGO: CGS   
 FF0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0134+STABILITY: SURFACE MOTION
 FF0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0134+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 FF0134
 FF0134  HISTORY     - Date     Condition        Report By
 FF0134  HISTORY     - 1928     MONUMENTED       CGS
 FF0134  HISTORY     - 1956     GOOD             CGS
 FF0134  HISTORY     - 19920319 GOOD             NGS
 FF0134  HISTORY     - 20021024 POOR             USACE
 FF0134
 FF0134                          STATION DESCRIPTION
 FF0134
 FF0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0134'1.8 MI NW FROM CLARKEDALE.
 FF0134'1.75 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0134'FROM THE STATION AT CLARKEDALE, ACROSS TRACK FROM MILEAGE
 FF0134'TELEPHONE POLE 465/1, 36.3 FEET SOUTHWEST OF SOUTHWEST RAIL, 112
 FF0134'FEET SOUTH-SOUTHEAST OF CENTER OF A FIELD ROAD CROSSING, 35
 FF0134'FEET NORTHEAST OF CENTER LINE OF OLD U.S. HIGHWAY 63, 13 FEET
 FF0134'SOUTH OF A TELEPHONE POLE, 56 FEET NORTHWEST OF TELEPHONE POLE
 FF0134'NO. 3377 1/2, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL
 FF0134'WITH OLD HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0134'5 INCHES.
 FF0134
 FF0134                          STATION RECOVERY (1992)
 FF0134
 FF0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0134'5.2 KM (3.25 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM THE HIGH SCHOOL
 FF0134'IN TURRELL, 67.5 M (221.5 FT) NORTH OF A 12-INCH PIPE CULVERT, 24.5 M
 FF0134'(80.4 FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO A
 FF0134'BRICK HOUSE, 11.1 M (36.4 FT) WEST OF THE NEAR RAIL OF THE BURLINGTON
 FF0134'NORTHERN RAILROAD, 10.7 M (35.1 FT) EAST OF AND LEVEL WITH THE
 FF0134'HIGHWAY CENTERLINE, 0.25 M (0.82 FT) NORTH OF A WITNESS POST, AND THE
 FF0134'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 FF0134'WEST SIDE OF THE MONUMENT HAS BEEN CHIPPED AWAY, BUT IT IS SOLID IN
 FF0134'PLACE.
 FF0134
 FF0134                          STATION RECOVERY (2002)
 FF0134
 FF0134'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0134'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0624 ***********************************************************************
 GE0624  DESIGNATION -  W 40
 GE0624  PID         -  GE0624
 GE0624  STATE/COUNTY-  AR/SHARP
 GE0624  USGS QUAD   -  ASH FLAT (1980)
 GE0624
 GE0624                         *CURRENT SURVEY CONTROL
 GE0624  ___________________________________________________________________
 GE0624* NAD 83(1986)-  36 11 50.     (N)    091 37 10.     (W)     SCALED    
 GE0624* NAVD 88     -       236.633  (meters)     776.35   (feet)  POSTED    
 GE0624  ___________________________________________________________________
 GE0624  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GE0624  DYNAMIC HT  -         236.430 (meters)     775.69  (feet)  COMP
 GE0624  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 GE0624
 GE0624  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GE0624
 GE0624.The horizontal coordinates were scaled from a topographic map and have
 GE0624.an estimated accuracy of +/- 6 seconds.
 GE0624
 GE0624.The orthometric height was determined by differential leveling
 GE0624.and adjusted by the National Geodetic Survey in 1992..
 GE0624.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GE0624.rate of 4.1 thru 8.0 mm/km.
 GE0624
 GE0624.The geoid height was determined by GEOID03.
 GE0624
 GE0624.The dynamic height is computed by dividing the NAVD 88
 GE0624.geopotential number by the normal gravity value computed on the
 GE0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0624.degrees latitude (g = 980.6199 gals.).
 GE0624
 GE0624.The modeled gravity was interpolated from observed gravity values.
 GE0624
 GE0624;                    North         East    Units  Estimated Accuracy
 GE0624;SPC AR N     -   206,860.      434,230.      MT  (+/- 180 meters Scaled)
 GE0624
 GE0624                          SUPERSEDED SURVEY CONTROL
 GE0624
 GE0624  NGVD 29 (??/??/92)  236.50   (m)          775.9    (f) COMPUTED    2 0
 GE0624
 GE0624.Superseded values are not recommended for survey control.
 GE0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0624.See file dsdata.txt to determine how the superseded data were derived.
 GE0624
 GE0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA241067(NAD 83)
 GE0624_MARKER: DB = BENCH MARK DISK
 GE0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0624_STAMPING: W 40 1934
 GE0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0624+STABILITY: SURFACE MOTION
 GE0624
 GE0624  HISTORY     - Date     Condition        Report By
 GE0624  HISTORY     - 1934     MONUMENTED       CGS
 GE0624  HISTORY     - 1955     MARK NOT FOUND   NGS
 GE0624
 GE0624                          STATION DESCRIPTION
 GE0624
 GE0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0624'2.3 MI S FROM ASH FLAT.
 GE0624'AT TOP OF A HILL, 285 FEET SOUTH OF JUNCTION OF A DIM ROAD
 GE0624'SOUTHWEST, 320 FEET NORTH OF JUNCTION OF A ROAD EAST, 79.5 FT.
 GE0624'NORTH OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE
 GE0624'PIPE-CULVERT, 39.4 FEET WEST OF HIGHWAY CENTERLINE AND UNDER
 GE0624'TELEPHONE LINE, TABLET SET IN TOP OF A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1624 ***********************************************************************
 FF1624  DESIGNATION -  W 41
 FF1624  PID         -  FF1624
 FF1624  STATE/COUNTY-  AR/INDEPENDENCE
 FF1624  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1624
 FF1624                         *CURRENT SURVEY CONTROL
 FF1624  ___________________________________________________________________
 FF1624* NAD 83(1986)-  35 50 25.     (N)    091 35 08.     (W)     SCALED    
 FF1624* NAVD 88     -       136.227  (meters)     446.94   (feet)  ADJUSTED  
 FF1624  ___________________________________________________________________
 FF1624  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FF1624  DYNAMIC HT  -         136.109 (meters)     446.55  (feet)  COMP
 FF1624  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 FF1624
 FF1624  VERT ORDER  -  SECOND    CLASS 0
 FF1624
 FF1624.The horizontal coordinates were scaled from a topographic map and have
 FF1624.an estimated accuracy of +/- 6 seconds.
 FF1624
 FF1624.The orthometric height was determined by differential leveling
 FF1624.and adjusted by the National Geodetic Survey in June 1991..
 FF1624
 FF1624.The geoid height was determined by GEOID03.
 FF1624
 FF1624.The dynamic height is computed by dividing the NAVD 88
 FF1624.geopotential number by the normal gravity value computed on the
 FF1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1624.degrees latitude (g = 980.6199 gals.).
 FF1624
 FF1624.The modeled gravity was interpolated from observed gravity values.
 FF1624
 FF1624;                    North         East    Units  Estimated Accuracy
 FF1624;SPC AR N     -   167,260.      437,440.      MT  (+/- 180 meters Scaled)
 FF1624
 FF1624                          SUPERSEDED SURVEY CONTROL
 FF1624
 FF1624  NGVD 29 (??/??/??)  136.144  (m)          446.67   (f) ADJUSTED    2 0
 FF1624
 FF1624.Superseded values are not recommended for survey control.
 FF1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1624.See file dsdata.txt to determine how the superseded data were derived.
 FF1624
 FF1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV277671(NAD 83)
 FF1624_MARKER: DB = BENCH MARK DISK
 FF1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1624_STAMPING: W 41 1934
 FF1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1624+STABILITY: SURFACE MOTION
 FF1624
 FF1624  HISTORY     - Date     Condition        Report By
 FF1624  HISTORY     - 1934     MONUMENTED       CGS
 FF1624  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1624  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1624
 FF1624                          STATION DESCRIPTION
 FF1624
 FF1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1624'6.9 MI NE FROM BATESVILLE.
 FF1624'65 FEET SOUTH OF WOOD CULVERT AT WEST SIDE OF HIGHWAY, 60 FEET
 FF1624'SOUTH OF W.L. OTTINGERS MAIL BOX, 55 FEET SOUTH OF FENCE CORNER
 FF1624'SOUTH OF OLD FILLING STATION PUMP, 29.5 FEET WEST OF HIGHWAY
 FF1624'CENTER LINE, 1 FT. EAST OF PROPERTY LINE FENCE.  TABLET SET IN
 FF1624'PRECAST CONCRETE POST.
 FF1624
 FF1624                          STATION RECOVERY (1986)
 FF1624
 FF1624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1573 ***********************************************************************
 FF1573  DESIGNATION -  W 42
 FF1573  PID         -  FF1573
 FF1573  STATE/COUNTY-  AR/INDEPENDENCE
 FF1573  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1573
 FF1573                         *CURRENT SURVEY CONTROL
 FF1573  ___________________________________________________________________
 FF1573* NAD 83(1986)-  35 48 26.     (N)    091 30 34.     (W)     SCALED    
 FF1573* NAVD 88     -       168.864  (meters)     554.01   (feet)  ADJUSTED  
 FF1573  ___________________________________________________________________
 FF1573  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF1573  DYNAMIC HT  -         168.717 (meters)     553.53  (feet)  COMP
 FF1573  MODELED GRAV-     979,760.5   (mgal)                       NAVD 88
 FF1573
 FF1573  VERT ORDER  -  SECOND    CLASS 0
 FF1573
 FF1573.The horizontal coordinates were scaled from a topographic map and have
 FF1573.an estimated accuracy of +/- 6 seconds.
 FF1573
 FF1573.The orthometric height was determined by differential leveling
 FF1573.and adjusted by the National Geodetic Survey in June 1991..
 FF1573
 FF1573.The geoid height was determined by GEOID03.
 FF1573
 FF1573.The dynamic height is computed by dividing the NAVD 88
 FF1573.geopotential number by the normal gravity value computed on the
 FF1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1573.degrees latitude (g = 980.6199 gals.).
 FF1573
 FF1573.The modeled gravity was interpolated from observed gravity values.
 FF1573
 FF1573;                    North         East    Units  Estimated Accuracy
 FF1573;SPC AR N     -   163,630.      444,340.      MT  (+/- 180 meters Scaled)
 FF1573
 FF1573                          SUPERSEDED SURVEY CONTROL
 FF1573
 FF1573  NGVD 29 (??/??/??)  168.787  (m)          553.76   (f) ADJUSTED    2 0
 FF1573
 FF1573.Superseded values are not recommended for survey control.
 FF1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1573.See file dsdata.txt to determine how the superseded data were derived.
 FF1573
 FF1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV346635(NAD 83)
 FF1573_MARKER: DB = BENCH MARK DISK
 FF1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1573_STAMPING: W 42 1935
 FF1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1573+STABILITY: SURFACE MOTION
 FF1573
 FF1573  HISTORY     - Date     Condition        Report By
 FF1573  HISTORY     - 1935     MONUMENTED       CGS
 FF1573
 FF1573                          STATION DESCRIPTION
 FF1573
 FF1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1573'4.4 MI SW FROM CHARLOTTE.
 FF1573'4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT
 FF1573'CHARLOTTE, ABOUT 0.2 MILE EAST OF A TURN, AT THE RAYMOND BROGDON
 FF1573'FARMHOUSE, 33.5 FEET EAST OF A SMALL GATE TO THE FARMYARD, 27.5
 FF1573'FEET SOUTHEAST OF THE MAIL BOXES, 35.5 FEET SOUTH OF THE CENTERLINE
 FF1573'OF THE HIGHWAY, AND 1 FOOT NORTH OF THE PROPERTY-LINE FENCE.
 FF1573'A STANDARD DISK, STAMPED W 42 1935 AND SET IN THE TOP OF A CONCRETE
 FF1573'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1602 ***********************************************************************
 FF1602  DESIGNATION -  W 43
 FF1602  PID         -  FF1602
 FF1602  STATE/COUNTY-  AR/INDEPENDENCE
 FF1602  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1602
 FF1602                         *CURRENT SURVEY CONTROL
 FF1602  ___________________________________________________________________
 FF1602* NAD 83(1986)-  35 45 06.     (N)    091 32 05.     (W)     SCALED    
 FF1602* NAVD 88     -       115.560  (meters)     379.13   (feet)  ADJUSTED  
 FF1602  ___________________________________________________________________
 FF1602  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF1602  DYNAMIC HT  -         115.460 (meters)     378.81  (feet)  COMP
 FF1602  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 FF1602
 FF1602  VERT ORDER  -  SECOND    CLASS 0
 FF1602
 FF1602.The horizontal coordinates were scaled from a topographic map and have
 FF1602.an estimated accuracy of +/- 6 seconds.
 FF1602
 FF1602.The orthometric height was determined by differential leveling
 FF1602.and adjusted by the National Geodetic Survey in June 1991..
 FF1602
 FF1602.The geoid height was determined by GEOID03.
 FF1602
 FF1602.The dynamic height is computed by dividing the NAVD 88
 FF1602.geopotential number by the normal gravity value computed on the
 FF1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1602.degrees latitude (g = 980.6199 gals.).
 FF1602
 FF1602.The modeled gravity was interpolated from observed gravity values.
 FF1602
 FF1602;                    North         East    Units  Estimated Accuracy
 FF1602;SPC AR N     -   157,450.      442,080.      MT  (+/- 180 meters Scaled)
 FF1602
 FF1602                          SUPERSEDED SURVEY CONTROL
 FF1602
 FF1602  NGVD 29 (??/??/??)  115.479  (m)          378.87   (f) ADJUSTED    2 0
 FF1602
 FF1602.Superseded values are not recommended for survey control.
 FF1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1602.See file dsdata.txt to determine how the superseded data were derived.
 FF1602
 FF1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV324573(NAD 83)
 FF1602_MARKER: DB = BENCH MARK DISK
 FF1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1602_STAMPING: W 43 1935
 FF1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1602+STABILITY: SURFACE MOTION
 FF1602
 FF1602  HISTORY     - Date     Condition        Report By
 FF1602  HISTORY     - 1935     MONUMENTED       CGS
 FF1602  HISTORY     - 1964     MARK NOT FOUND   CGS
 FF1602
 FF1602                          STATION DESCRIPTION
 FF1602
 FF1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF1602'1.4 MI NW FROM SULPHUR ROCK.
 FF1602'1.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1602'STATION AT SULPHUR ROCK, INDEPENDENCE COUNTY, ABOUT 105 FEET
 FF1602'SOUTH OF THE TWENTY-FIFTH POLE NORTHWEST OF MILEPOST 277, 37.5
 FF1602'FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, AND 17.5 FEET
 FF1602'EAST OF THE FENCE CORNER.  A STANDARD DISK, STAMPED W 43 1935
 FF1602'AND SET IN THE TOP OF A CONCRETE POST.
 FF1602
 FF1602                          STATION RECOVERY (1964)
 FF1602
 FF1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FF1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0589 ***********************************************************************
 FF0589  DESIGNATION -  W 44
 FF0589  PID         -  FF0589
 FF0589  STATE/COUNTY-  AR/CROSS
 FF0589  USGS QUAD   -  PRINCEDALE (1984)
 FF0589
 FF0589                         *CURRENT SURVEY CONTROL
 FF0589  ___________________________________________________________________
 FF0589* NAD 83(1986)-  35 15 35.     (N)    090 40 55.     (W)     SCALED    
 FF0589* NAVD 88     -        68.048  (meters)     223.25   (feet)  POSTED    
 FF0589  ___________________________________________________________________
 FF0589  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF0589  DYNAMIC HT  -          67.990 (meters)     223.06  (feet)  COMP
 FF0589  MODELED GRAV-     979,739.8   (mgal)                       NAVD 88
 FF0589
 FF0589  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0589
 FF0589.The horizontal coordinates were scaled from a topographic map and have
 FF0589.an estimated accuracy of +/- 6 seconds.
 FF0589
 FF0589.The orthometric height was determined by differential leveling
 FF0589.and adjusted by the National Geodetic Survey in 1992..
 FF0589.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0589.rate of 1.1 thru 2.0 mm/km.
 FF0589
 FF0589.The geoid height was determined by GEOID03.
 FF0589
 FF0589.The dynamic height is computed by dividing the NAVD 88
 FF0589.geopotential number by the normal gravity value computed on the
 FF0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0589.degrees latitude (g = 980.6199 gals.).
 FF0589
 FF0589.The modeled gravity was interpolated from observed gravity values.
 FF0589
 FF0589;                    North         East    Units  Estimated Accuracy
 FF0589;SPC AR N     -   103,580.      519,930.      MT  (+/- 180 meters Scaled)
 FF0589
 FF0589                          SUPERSEDED SURVEY CONTROL
 FF0589
 FF0589  NGVD 29 (??/??/??)   68.031  (m)          223.20   (f) ADJUSTED    2 0
 FF0589
 FF0589.Superseded values are not recommended for survey control.
 FF0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0589.See file dsdata.txt to determine how the superseded data were derived.
 FF0589
 FF0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV108043(NAD 83)
 FF0589_MARKER: DB = BENCH MARK DISK
 FF0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0589_STAMPING: W 44 1935
 FF0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0589+STABILITY: SURFACE MOTION
 FF0589
 FF0589  HISTORY     - Date     Condition        Report By
 FF0589  HISTORY     - 1935     MONUMENTED       CGS
 FF0589  HISTORY     - 20030604 MARK NOT FOUND   USACE
 FF0589
 FF0589                          STATION DESCRIPTION
 FF0589
 FF0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0589'7.2 MI E FROM WYNNE.
 FF0589'ABOUT 7.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0589'THE STATION AT WYNNE, CROSS COUNTY, ABOUT 155 FEET WEST OF SEMAPHORE
 FF0589'3396, ABOUT 45 FEET WEST OF THE SEVENTEENTH POLE EAST OF MILEPOST 339,
 FF0589'11.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 FF0589'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED W 44 1935
 FF0589'AND SET IN THE TOP OF A CONCRETE POST.
 FF0589
 FF0589                          STATION RECOVERY (2003)
 FF0589
 FF0589'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1267 ***********************************************************************
 FG1267  DESIGNATION -  W 45
 FG1267  PID         -  FG1267
 FG1267  STATE/COUNTY-  AR/LOGAN
 FG1267  USGS QUAD   -  BOONEVILLE (1983)
 FG1267
 FG1267                         *CURRENT SURVEY CONTROL
 FG1267  ___________________________________________________________________
 FG1267* NAD 83(1986)-  35 08 07.     (N)    093 59 16.     (W)     SCALED    
 FG1267* NAVD 88     -       166.740  (meters)     547.05   (feet)  ADJUSTED  
 FG1267  ___________________________________________________________________
 FG1267  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FG1267  DYNAMIC HT  -         166.577 (meters)     546.51  (feet)  COMP
 FG1267  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 FG1267
 FG1267  VERT ORDER  -  SECOND    CLASS 0
 FG1267
 FG1267.The horizontal coordinates were scaled from a topographic map and have
 FG1267.an estimated accuracy of +/- 6 seconds.
 FG1267
 FG1267.The orthometric height was determined by differential leveling
 FG1267.and adjusted by the National Geodetic Survey in June 1991..
 FG1267
 FG1267.The geoid height was determined by GEOID03.
 FG1267
 FG1267.The dynamic height is computed by dividing the NAVD 88
 FG1267.geopotential number by the normal gravity value computed on the
 FG1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1267.degrees latitude (g = 980.6199 gals.).
 FG1267
 FG1267.The modeled gravity was interpolated from observed gravity values.
 FG1267
 FG1267;                    North         East    Units  Estimated Accuracy
 FG1267;SPC AR N     -    90,800.      218,860.      MT  (+/- 180 meters Scaled)
 FG1267
 FG1267                          SUPERSEDED SURVEY CONTROL
 FG1267
 FG1267  NGVD 29 (??/??/92)  166.659  (m)          546.78   (f) ADJ UNCH    2 0
 FG1267
 FG1267.Superseded values are not recommended for survey control.
 FG1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1267.See file dsdata.txt to determine how the superseded data were derived.
 FG1267
 FG1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU100884(NAD 83)
 FG1267_MARKER: DB = BENCH MARK DISK
 FG1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1267_STAMPING: W-45 1934
 FG1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1267+STABILITY: SURFACE MOTION
 FG1267
 FG1267  HISTORY     - Date     Condition        Report By
 FG1267  HISTORY     - 1934     MONUMENTED       CGS
 FG1267  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1267  HISTORY     - 1978     MARK NOT FOUND   USGS
 FG1267
 FG1267                          STATION DESCRIPTION
 FG1267
 FG1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1267'3.9 MI W FROM BOONEVILLE.
 FG1267'3.9 MILES WEST OF, ALONG C.R.I. AND P. RY. FROM STATION ABOUT 0.3 MILE
 FG1267'EAST OF M.P. NO. 256.  ABOUT 0.15 MILE WEST OF TENANT HOUSE. 56.1 FEET
 FG1267'NORTHWEST OF CENTERLINE OF FARM ROAD AT RAILROAD CROSSING. 47.3 FEET
 FG1267'NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. 2.5 FEET
 FG1267'SOUTHWEST OF NORTHEAST FENCE CORNER AND WEST END OF GATE. 1.9 FEET
 FG1267'WEST OF FENCE RUNNING NORTH-SOUTH.  1.7 FEET SOUTH OF FENCE
 FG1267'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST. NOTE-- THE
 FG1267'TENANT HOUSE AND ROAD CROSSING HAVE BEEN REMOVED.
 FG1267
 FG1267                          STATION RECOVERY (1959)
 FG1267
 FG1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1267'MARK NOT FOUND.
 FG1267
 FG1267                          STATION RECOVERY (1978)
 FG1267
 FG1267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FG1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1144 ***********************************************************************
 FG1144  DESIGNATION -  W 46
 FG1144  PID         -  FG1144
 FG1144  STATE/COUNTY-  AR/YELL
 FG1144  USGS QUAD   -  DANVILLE (1972)
 FG1144
 FG1144                         *CURRENT SURVEY CONTROL
 FG1144  ___________________________________________________________________
 FG1144* NAD 83(1986)-  35 04 17.     (N)    093 23 46.     (W)     SCALED    
 FG1144* NAVD 88     -       102.760  (meters)     337.14   (feet)  ADJUSTED  
 FG1144  ___________________________________________________________________
 FG1144  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FG1144  DYNAMIC HT  -         102.660 (meters)     336.81  (feet)  COMP
 FG1144  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 FG1144
 FG1144  VERT ORDER  -  SECOND    CLASS 0
 FG1144
 FG1144.The horizontal coordinates were scaled from a topographic map and have
 FG1144.an estimated accuracy of +/- 6 seconds.
 FG1144
 FG1144.The orthometric height was determined by differential leveling
 FG1144.and adjusted by the National Geodetic Survey in June 1991..
 FG1144
 FG1144.The geoid height was determined by GEOID03.
 FG1144
 FG1144.The dynamic height is computed by dividing the NAVD 88
 FG1144.geopotential number by the normal gravity value computed on the
 FG1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1144.degrees latitude (g = 980.6199 gals.).
 FG1144
 FG1144.The modeled gravity was interpolated from observed gravity values.
 FG1144
 FG1144;                    North         East    Units  Estimated Accuracy
 FG1144;SPC AR N     -    82,780.      272,670.      MT  (+/- 180 meters Scaled)
 FG1144
 FG1144                          SUPERSEDED SURVEY CONTROL
 FG1144
 FG1144  NGVD 29 (??/??/92)  102.717  (m)          337.00   (f) ADJ UNCH    2 0
 FG1144
 FG1144.Superseded values are not recommended for survey control.
 FG1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1144.See file dsdata.txt to determine how the superseded data were derived.
 FG1144
 FG1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU638810(NAD 83)
 FG1144_MARKER: DB = BENCH MARK DISK
 FG1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1144_STAMPING: W-46 1934
 FG1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1144+STABILITY: SURFACE MOTION
 FG1144
 FG1144  HISTORY     - Date     Condition        Report By
 FG1144  HISTORY     - 1934     MONUMENTED       CGS
 FG1144  HISTORY     - 1971     GOOD             USGS
 FG1144
 FG1144                          STATION DESCRIPTION
 FG1144
 FG1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1144'1 MI W FROM DANVILLE.
 FG1144'1 MILE WEST OF, ALONG C.R.I. AND P. RY, FROM STATION.  ABOUT 0.4 MILE
 FG1144'SOUTHEAST OF M.P. 221.  ABOUT 0.2 MILE NORTHWEST OF RAILROAD TRESTLE.
 FG1144'ABOUT 200 FEET SOUTHEAST OF STATION SIGN.  52.1 FEET NORTHEAST OF
 FG1144'CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. 38.4 FEET
 FG1144'NORTHWEST OF TELEPHONE POLE.  30.4 FEET NORTHEAST OF NORTHEAST END OF
 FG1144'SECTION CAR SIDING.  2.5 FEET SOUTHWEST OF FENCE PARALLELING RAILROAD.
 FG1144'TABLET SET IN PRECAST CONCRETE POST.  NOTE-- THE SECTION-CAR SIDING
 FG1144'NOTED IS ABANDONED AND VERY DIFFICULT TO SEE. THE MARK IS 132 FEET NW
 FG1144'OF THE CENTER OF DOUBLE WOOD POLE POWER LINE CROSSING THE RAILROAD.
 FG1144
 FG1144                          STATION RECOVERY (1971)
 FG1144
 FG1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FG1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0962 ***********************************************************************
 FG0962  DESIGNATION -  W 47
 FG0962  PID         -  FG0962
 FG0962  STATE/COUNTY-  AR/POPE
 FG0962  USGS QUAD   -  SAND GAP (1980)
 FG0962
 FG0962                         *CURRENT SURVEY CONTROL
 FG0962  ___________________________________________________________________
 FG0962* NAD 83(1986)-  35 38 46.     (N)    093 04 02.     (W)     SCALED    
 FG0962* NAVD 88     -       560.803  (meters)    1839.90   (feet)  ADJUSTED  
 FG0962  ___________________________________________________________________
 FG0962  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG0962  DYNAMIC HT  -         560.251 (meters)    1838.09  (feet)  COMP
 FG0962  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 FG0962
 FG0962  VERT ORDER  -  SECOND    CLASS 0
 FG0962
 FG0962.The horizontal coordinates were scaled from a topographic map and have
 FG0962.an estimated accuracy of +/- 6 seconds.
 FG0962
 FG0962.The orthometric height was determined by differential leveling
 FG0962.and adjusted by the National Geodetic Survey in June 1991..
 FG0962
 FG0962.The geoid height was determined by GEOID03.
 FG0962
 FG0962.The dynamic height is computed by dividing the NAVD 88
 FG0962.geopotential number by the normal gravity value computed on the
 FG0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0962.degrees latitude (g = 980.6199 gals.).
 FG0962
 FG0962.The modeled gravity was interpolated from observed gravity values.
 FG0962
 FG0962;                    North         East    Units  Estimated Accuracy
 FG0962;SPC AR N     -   146,170.      303,360.      MT  (+/- 180 meters Scaled)
 FG0962
 FG0962                          SUPERSEDED SURVEY CONTROL
 FG0962
 FG0962  NGVD 29 (??/??/92)  560.726  (m)         1839.65   (f) ADJ UNCH    2 0
 FG0962
 FG0962.Superseded values are not recommended for survey control.
 FG0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0962.See file dsdata.txt to determine how the superseded data were derived.
 FG0962
 FG0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV939447(NAD 83)
 FG0962_MARKER: DB = BENCH MARK DISK
 FG0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0962_STAMPING: W-47 1934
 FG0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0962+STABILITY: SURFACE MOTION
 FG0962
 FG0962  HISTORY     - Date     Condition        Report By
 FG0962  HISTORY     - 1934     MONUMENTED       CGS
 FG0962  HISTORY     - 1935     GOOD             NGS
 FG0962
 FG0962                          STATION DESCRIPTION
 FG0962
 FG0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0962'11 MI S FROM LURTON.
 FG0962'ON STATE HIGHWAY NO. 7, ABOUT 11 MILES SOUTH OF LURTON, NEWTON CO,
 FG0962'ARK.  1.6 MILE SOUTH OF FREEMAN SPRINGS LOOKOUT TOWER. AT NORTH END OF
 FG0962'S CURVE.  50 FEET WEST OF CENTERLINE OF HIGHWAY. 25 FEET SOUTHWEST OF
 FG0962'TELEPHONE POLE. STANDARD TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0336 ***********************************************************************
 FG0336  DESIGNATION -  W 48
 FG0336  PID         -  FG0336
 FG0336  STATE/COUNTY-  AR/VAN BUREN
 FG0336  USGS QUAD   -  FORMOSA (1991)
 FG0336
 FG0336                         *CURRENT SURVEY CONTROL
 FG0336  ___________________________________________________________________
 FG0336* NAD 83(1986)-  35 28 50.     (N)    092 37 27.     (W)     SCALED    
 FG0336* NAVD 88     -       240.777  (meters)     789.95   (feet)  ADJUSTED  
 FG0336  ___________________________________________________________________
 FG0336  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FG0336  DYNAMIC HT  -         240.554 (meters)     789.22  (feet)  COMP
 FG0336  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 FG0336
 FG0336  VERT ORDER  -  SECOND    CLASS 0
 FG0336
 FG0336.The horizontal coordinates were scaled from a topographic map and have
 FG0336.an estimated accuracy of +/- 6 seconds.
 FG0336
 FG0336.The orthometric height was determined by differential leveling
 FG0336.and adjusted by the National Geodetic Survey in June 1991..
 FG0336
 FG0336.The geoid height was determined by GEOID03.
 FG0336
 FG0336.The dynamic height is computed by dividing the NAVD 88
 FG0336.geopotential number by the normal gravity value computed on the
 FG0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0336.degrees latitude (g = 980.6199 gals.).
 FG0336
 FG0336.The modeled gravity was interpolated from observed gravity values.
 FG0336
 FG0336;                    North         East    Units  Estimated Accuracy
 FG0336;SPC AR N     -   127,450.      343,360.      MT  (+/- 180 meters Scaled)
 FG0336
 FG0336                          SUPERSEDED SURVEY CONTROL
 FG0336
 FG0336  NGVD 29 (??/??/92)  240.743  (m)          789.84   (f) ADJ UNCH    2 0
 FG0336
 FG0336.Superseded values are not recommended for survey control.
 FG0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0336.See file dsdata.txt to determine how the superseded data were derived.
 FG0336
 FG0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV340264(NAD 83)
 FG0336_MARKER: DB = BENCH MARK DISK
 FG0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0336_STAMPING: W-48 1934
 FG0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0336+STABILITY: SURFACE MOTION
 FG0336
 FG0336  HISTORY     - Date     Condition        Report By
 FG0336  HISTORY     - 1934     MONUMENTED       CGS
 FG0336  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0336
 FG0336                          STATION DESCRIPTION
 FG0336
 FG0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0336'3.7 MI S FROM SCOTLAND.
 FG0336'ABOUT 450 FEET SOUTH OF FARM HOUSE.  28.3 FEET NORTH OF CENTERLINE OF
 FG0336'ST.HWY. NO. 95.  24 FEET EAST OF CENTERLINE OF FARM ROAD.  16.2 FEET
 FG0336'NORTHEAST OF CENTERLINE OF JCT. OF HIGHWAY AND FARM ROAD.  7.3 FEET
 FG0336'NORTH OF SOUTHWEST FENCE CORNER.  1.9 FEET EAST OF FENCE RUNNING NORTH
 FG0336'AND SOUTH.  TABLET SET IN PRECAST CONCRETE POST.
 FG0336
 FG0336                          STATION RECOVERY (1960)
 FG0336
 FG0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FG0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0092 ***********************************************************************
 FG0092  DESIGNATION -  W 49
 FG0092  PID         -  FG0092
 FG0092  STATE/COUNTY-  AR/FAULKNER
 FG0092  USGS QUAD   -  CONWAY (1994)
 FG0092
 FG0092                         *CURRENT SURVEY CONTROL
 FG0092  ___________________________________________________________________
 FG0092* NAD 83(1986)-  35 06 55.     (N)    092 28 43.     (W)     SCALED    
 FG0092* NAVD 88     -       109.318  (meters)     358.65   (feet)  ADJUSTED  
 FG0092  ___________________________________________________________________
 FG0092  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0092  DYNAMIC HT  -         109.215 (meters)     358.32  (feet)  COMP
 FG0092  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 FG0092
 FG0092  VERT ORDER  -  FIRST     CLASS II
 FG0092
 FG0092.The horizontal coordinates were scaled from a topographic map and have
 FG0092.an estimated accuracy of +/- 6 seconds.
 FG0092
 FG0092.The orthometric height was determined by differential leveling
 FG0092.and adjusted by the National Geodetic Survey in June 1991..
 FG0092
 FG0092.The geoid height was determined by GEOID03.
 FG0092
 FG0092.The dynamic height is computed by dividing the NAVD 88
 FG0092.geopotential number by the normal gravity value computed on the
 FG0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0092.degrees latitude (g = 980.6199 gals.).
 FG0092
 FG0092.The modeled gravity was interpolated from observed gravity values.
 FG0092
 FG0092;                    North         East    Units  Estimated Accuracy
 FG0092;SPC AR N     -    86,860.      356,370.      MT  (+/- 180 meters Scaled)
 FG0092
 FG0092                          SUPERSEDED SURVEY CONTROL
 FG0092
 FG0092  NGVD 29 (??/??/92)  109.348  (m)          358.75   (f) ADJ UNCH    1 2
 FG0092
 FG0092.Superseded values are not recommended for survey control.
 FG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0092.See file dsdata.txt to determine how the superseded data were derived.
 FG0092
 FG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU475859(NAD 83)
 FG0092_MARKER: DB = BENCH MARK DISK
 FG0092_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FG0092+WITH SETTING: PAVEMENT
 FG0092_STAMPING: W 49 1934
 FG0092_MARK LOGO: CGS   
 FG0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0092+STABILITY: SURFACE MOTION
 FG0092
 FG0092  HISTORY     - Date     Condition        Report By
 FG0092  HISTORY     - 1934     MONUMENTED       CGS
 FG0092  HISTORY     - 1967     GOOD             NGS
 FG0092  HISTORY     - 1984     GOOD             NGS
 FG0092  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FG0092  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FG0092  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0092  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0092
 FG0092                          STATION DESCRIPTION
 FG0092
 FG0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0092'1.85 MI W FROM CONWAY.
 FG0092'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 25 IN THE
 FG0092'NORTHWEST EDGE OF CONWAY, GO WEST ON U.S. HIGHWAY 64 FOR 1.85 MILES TO
 FG0092'THE NORTHWEST ENTRANCE OF A RAILROAD TUNNEL, 165 FEET NORTHWEST OF THE
 FG0092'NORTHWEST CORNER OF THE TUNNEL ENTRANCE, 9 FEET SOUTHEAST OF THE
 FG0092'CENTER OF THE RAILROAD TRACKS AND CEMENTED IN A DRILL HOLE IN THE
 FG0092'CONCRETE FOUNDATION OF A SMOKE SCREEN STAND WITHOUT THE SCREEN.
 FG0092
 FG0092                          STATION RECOVERY (1984)
 FG0092
 FG0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0092'RECOVERED IN GOOD CONDITION.
 FG0092'THE MARK IS ABOVE LEVEL WITH TRACKS.
 FG0092
 FG0092                          STATION RECOVERY (1987)
 FG0092
 FG0092'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG0092'MARK NOT FOUND.
 FG0092
 FG0092                          STATION RECOVERY (1988)
 FG0092
 FG0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0092'MARK NOT FOUND.
 FG0092
 FG0092                          STATION RECOVERY (1989)
 FG0092
 FG0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0092'MARK NOT FOUND.
 FG0092
 FG0092                          STATION RECOVERY (1989)
 FG0092
 FG0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0309 ***********************************************************************
 GF0309  DESIGNATION -  W 5
 GF0309  PID         -  GF0309
 GF0309  STATE/COUNTY-  AR/CARROLL
 GF0309  USGS QUAD   -  BLUE EYE (1972)
 GF0309
 GF0309                         *CURRENT SURVEY CONTROL
 GF0309  ___________________________________________________________________
 GF0309* NAD 83(1986)-  36 22 31.     (N)    093 29 37.     (W)     SCALED    
 GF0309* NAVD 88     -       403.324  (meters)    1323.24   (feet)  ADJUSTED  
 GF0309  ___________________________________________________________________
 GF0309  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0309  DYNAMIC HT  -         402.969 (meters)    1322.07  (feet)  COMP
 GF0309  MODELED GRAV-     979,738.7   (mgal)                       NAVD 88
 GF0309
 GF0309  VERT ORDER  -  FIRST     CLASS II
 GF0309
 GF0309.The horizontal coordinates were scaled from a topographic map and have
 GF0309.an estimated accuracy of +/- 6 seconds.
 GF0309
 GF0309.The orthometric height was determined by differential leveling
 GF0309.and adjusted by the National Geodetic Survey in June 1991..
 GF0309
 GF0309.The geoid height was determined by GEOID03.
 GF0309
 GF0309.The dynamic height is computed by dividing the NAVD 88
 GF0309.geopotential number by the normal gravity value computed on the
 GF0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0309.degrees latitude (g = 980.6199 gals.).
 GF0309
 GF0309.The modeled gravity was interpolated from observed gravity values.
 GF0309
 GF0309;                    North         East    Units  Estimated Accuracy
 GF0309;SPC AR N     -   227,560.      265,970.      MT  (+/- 180 meters Scaled)
 GF0309
 GF0309                          SUPERSEDED SURVEY CONTROL
 GF0309
 GF0309  NGVD 29 (??/??/92)  403.196  (m)         1322.82   (f) ADJ UNCH    1 2
 GF0309
 GF0309.Superseded values are not recommended for survey control.
 GF0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0309.See file dsdata.txt to determine how the superseded data were derived.
 GF0309
 GF0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA557256(NAD 83)
 GF0309_MARKER: DB = BENCH MARK DISK
 GF0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0309_STAMPING: W 5 1930
 GF0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0309+STABILITY: SURFACE MOTION
 GF0309
 GF0309  HISTORY     - Date     Condition        Report By
 GF0309  HISTORY     - 1930     MONUMENTED       CGS
 GF0309  HISTORY     - 1931     GOOD             NGS
 GF0309  HISTORY     - 20050620 MARK NOT FOUND   ARHD
 GF0309
 GF0309                          STATION DESCRIPTION
 GF0309
 GF0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 GF0309'AT CISCO.
 GF0309'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 171 FEET EAST
 GF0309'OF THE STATION AT CISCO, NORTHEAST OF A GRADE CROSSING AT CISCO,
 GF0309'51 FEET EAST OF THE CENTERLINE OF THE ROAD CROSSING THE TRACKS,
 GF0309'28 FEET NORTH OF THE NORTH AND NEAREST RAIL, SET IN TOP OF
 GF0309'STANDARD CONCRETE MARK
 GF0309
 GF0309                          STATION RECOVERY (2005)
 GF0309
 GF0309'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GF0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0488 ***********************************************************************
 GF0488  DESIGNATION -  W 51
 GF0488  PID         -  GF0488
 GF0488  STATE/COUNTY-  AR/MADISON
 GF0488  USGS QUAD   -  ROCKHOUSE (1972)
 GF0488
 GF0488                         *CURRENT SURVEY CONTROL
 GF0488  ___________________________________________________________________
 GF0488* NAD 83(1986)-  36 15 20.     (N)    093 44 43.     (W)     SCALED    
 GF0488* NAVD 88     -       482.406  (meters)    1582.69   (feet)  ADJUSTED  
 GF0488  ___________________________________________________________________
 GF0488  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GF0488  DYNAMIC HT  -         481.968 (meters)    1581.26  (feet)  COMP
 GF0488  MODELED GRAV-     979,710.8   (mgal)                       NAVD 88
 GF0488
 GF0488  VERT ORDER  -  SECOND    CLASS 0
 GF0488
 GF0488.The horizontal coordinates were scaled from a topographic map and have
 GF0488.an estimated accuracy of +/- 6 seconds.
 GF0488
 GF0488.The orthometric height was determined by differential leveling
 GF0488.and adjusted by the National Geodetic Survey in June 1991..
 GF0488
 GF0488.The geoid height was determined by GEOID03.
 GF0488
 GF0488.The dynamic height is computed by dividing the NAVD 88
 GF0488.geopotential number by the normal gravity value computed on the
 GF0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0488.degrees latitude (g = 980.6199 gals.).
 GF0488
 GF0488.The modeled gravity was interpolated from observed gravity values.
 GF0488
 GF0488;                    North         East    Units  Estimated Accuracy
 GF0488;SPC AR N     -   214,650.      243,160.      MT  (+/- 180 meters Scaled)
 GF0488
 GF0488                          SUPERSEDED SURVEY CONTROL
 GF0488
 GF0488  NGVD 29 (??/??/92)  482.27   (m)         1582.2    (f) COMPUTED    2 0
 GF0488
 GF0488.Superseded values are not recommended for survey control.
 GF0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0488.See file dsdata.txt to determine how the superseded data were derived.
 GF0488
 GF0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA330125(NAD 83)
 GF0488_MARKER: DB = BENCH MARK DISK
 GF0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0488_STAMPING: W-51 1934
 GF0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0488+STABILITY: SURFACE MOTION
 GF0488
 GF0488  HISTORY     - Date     Condition        Report By
 GF0488  HISTORY     - 1934     MONUMENTED       CGS
 GF0488
 GF0488                          STATION DESCRIPTION
 GF0488
 GF0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0488'6 MI N FROM FORUM.
 GF0488'ABOUT .2 MILE NORTHWEST OF A WHITE FRAME FARM HOUSE, 32 FEET
 GF0488'SOUTHWEST OF CENTERLINE OF STATE HWY. 23, 27 FEET EAST OF
 GF0488'NORTHWEST CORNER OF FENCE, 2.5 FEET NORTHEAST OF FENCE LINE,
 GF0488'TABLET SET IN PRECAST CONCRETE POST SET ON OUTSIDE OF HIGHWAY
 GF0488'CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0489 ***********************************************************************
 GF0489  DESIGNATION -  W 51 RESET
 GF0489  PID         -  GF0489
 GF0489  STATE/COUNTY-  AR/MADISON
 GF0489  USGS QUAD   -  ROCKHOUSE (1972)
 GF0489
 GF0489                         *CURRENT SURVEY CONTROL
 GF0489  ___________________________________________________________________
 GF0489* NAD 83(1986)-  36 15 21.     (N)    093 44 44.     (W)     SCALED    
 GF0489* NAVD 88     -       482.36   (+/-2cm)    1582.5    (feet)  VERTCON   
 GF0489  ___________________________________________________________________
 GF0489  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GF0489
 GF0489  VERT ORDER  -  THIRD (See Below)
 GF0489
 GF0489.The horizontal coordinates were scaled from a topographic map and have
 GF0489.an estimated accuracy of +/- 6 seconds.
 GF0489
 GF0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0489.The vertical order pertains to the NGVD 29 superseded value.
 GF0489
 GF0489.The geoid height was determined by GEOID03.
 GF0489
 GF0489;                    North         East    Units  Estimated Accuracy
 GF0489;SPC AR N     -   214,680.      243,130.      MT  (+/- 180 meters Scaled)
 GF0489
 GF0489                          SUPERSEDED SURVEY CONTROL
 GF0489
 GF0489  NGVD 29 (??/??/??)  482.21   (m)         1582.1    (f) RESET       3  
 GF0489
 GF0489.Superseded values are not recommended for survey control.
 GF0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0489.See file dsdata.txt to determine how the superseded data were derived.
 GF0489
 GF0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA330125(NAD 83)
 GF0489_MARKER: DB = BENCH MARK DISK
 GF0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0489_STAMPING: W 51 RESET 1958
 GF0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0489+STABILITY: SURFACE MOTION
 GF0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0489+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 GF0489
 GF0489  HISTORY     - Date     Condition        Report By
 GF0489  HISTORY     - 1958     MONUMENTED       CGS
 GF0489  HISTORY     - 1988     GOOD             USPSQD
 GF0489  HISTORY     - 20041006 GOOD             GEOCAC
 GF0489  HISTORY     - 20050404 GOOD             GEOCAC
 GF0489
 GF0489                          STATION DESCRIPTION
 GF0489
 GF0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GF0489'6.4 MI NW FROM FORUM.
 GF0489'6.4 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE VILLAGE OF
 GF0489'FORUM, 11.7 MILES SOUTH ALONG STATE HIGHWAY 23 FROM ITS JUNCTION
 GF0489'WITH U.S. HIGHWAY 62 A MILE EAST OF EUREKA SPRINGS, 0.2 MILE
 GF0489'NORTHWEST OF A FARMHOUSE, AT THE OUTSIDE OF A CURVE, AT A JOG
 GF0489'IN A FENCE LINE.  IT IS 41 FEET SOUTHWEST OF THE CENTER OF THE
 GF0489'HIGHWAY AT A CURVE, 11 FEET NORTHWEST OF A 12-INCH OAK TREE WHICH
 GF0489'SERVES AS A FENCE CORNER, 140 FEET SOUTHWEST OF A POWER POLE
 GF0489'NORTHEAST OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GF0489'PROJECTING 8 INCHES.
 GF0489
 GF0489                          STATION RECOVERY (1988)
 GF0489
 GF0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0489'RECOVERED IN GOOD CONDITION.
 GF0489
 GF0489                          STATION RECOVERY (2004)
 GF0489
 GF0489'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 GF0489'RECOVERED IN GOOD CONDITION.
 GF0489
 GF0489                          STATION RECOVERY (2005)
 GF0489
 GF0489'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0489'MARK IS IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1334 ***********************************************************************
 FG1334  DESIGNATION -  W 52
 FG1334  PID         -  FG1334
 FG1334  STATE/COUNTY-  AR/MADISON
 FG1334  USGS QUAD   -  PETTIGREW (1973)
 FG1334
 FG1334                         *CURRENT SURVEY CONTROL
 FG1334  ___________________________________________________________________
 FG1334* NAD 83(1986)-  35 49 32.     (N)    093 42 15.     (W)     SCALED    
 FG1334* NAVD 88     -       500.659  (meters)    1642.58   (feet)  ADJUSTED  
 FG1334  ___________________________________________________________________
 FG1334  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG1334  DYNAMIC HT  -         500.183 (meters)    1641.02  (feet)  COMP
 FG1334  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 FG1334
 FG1334  VERT ORDER  -  SECOND    CLASS 0
 FG1334
 FG1334.The horizontal coordinates were scaled from a topographic map and have
 FG1334.an estimated accuracy of +/- 6 seconds.
 FG1334
 FG1334.The orthometric height was determined by differential leveling
 FG1334.and adjusted by the National Geodetic Survey in June 1991..
 FG1334
 FG1334.The geoid height was determined by GEOID03.
 FG1334
 FG1334.The dynamic height is computed by dividing the NAVD 88
 FG1334.geopotential number by the normal gravity value computed on the
 FG1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1334.degrees latitude (g = 980.6199 gals.).
 FG1334
 FG1334.The modeled gravity was interpolated from observed gravity values.
 FG1334
 FG1334;                    North         East    Units  Estimated Accuracy
 FG1334;SPC AR N     -   166,880.      246,030.      MT  (+/- 180 meters Scaled)
 FG1334
 FG1334                          SUPERSEDED SURVEY CONTROL
 FG1334
 FG1334  NGVD 29 (??/??/92)  500.526  (m)         1642.14   (f) ADJ UNCH    2 0
 FG1334
 FG1334.Superseded values are not recommended for survey control.
 FG1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1334.See file dsdata.txt to determine how the superseded data were derived.
 FG1334
 FG1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV363648(NAD 83)
 FG1334_MARKER: DB = BENCH MARK DISK
 FG1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1334_STAMPING: W 52 1934
 FG1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1334+STABILITY: SURFACE MOTION
 FG1334
 FG1334  HISTORY     - Date     Condition        Report By
 FG1334  HISTORY     - 1934     MONUMENTED       CGS
 FG1334  HISTORY     - 1935     GOOD             NGS
 FG1334  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1334
 FG1334                          STATION DESCRIPTION
 FG1334
 FG1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1334'3.6 MI W FROM PETTIGREW.
 FG1334'3.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FG1334'STATION AT PETTEGREW, 360 FEET EAST OF POLE 391+10, 700 FEET SOUTHWEST
 FG1334'OF A 10- BY 4-FOOT CONCRETE BOX CULVERT UNDER STATE HIGHWAY 16, 100
 FG1334'FEET SOUTHEAST OF A CATTLE GUARD OVER THE TRACK, AT THE OUTSIDE OF A
 FG1334'CURVE, AND 28.4 FEET NORTH OF THE CENTERLINE OF THE TRACK. A STANDARD
 FG1334'DISK, STAMPED W 52 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FG1334'THE RAILROAD HAS BEEN DISMANTLED, HOWEVER THE BED IS STILL THERE.
 FG1334
 FG1334                          STATION RECOVERY (1973)
 FG1334
 FG1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1687 ***********************************************************************
 EH1687  DESIGNATION -  W 53
 EH1687  PID         -  EH1687
 EH1687  STATE/COUNTY-  AR/JEFFERSON
 EH1687  USGS QUAD   -  ALTHEIMER (1971)
 EH1687
 EH1687                         *CURRENT SURVEY CONTROL
 EH1687  ___________________________________________________________________
 EH1687* NAD 83(1986)-  34 20 38.     (N)    091 49 58.     (W)     SCALED    
 EH1687* NAVD 88     -        61.266  (meters)     201.00   (feet)  ADJUSTED  
 EH1687  ___________________________________________________________________
 EH1687  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EH1687  DYNAMIC HT  -          61.207 (meters)     200.81  (feet)  COMP
 EH1687  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 EH1687
 EH1687  VERT ORDER  -  SECOND    CLASS 0
 EH1687
 EH1687.The horizontal coordinates were scaled from a topographic map and have
 EH1687.an estimated accuracy of +/- 6 seconds.
 EH1687
 EH1687.The orthometric height was determined by differential leveling
 EH1687.and adjusted by the National Geodetic Survey in June 1991..
 EH1687
 EH1687.The geoid height was determined by GEOID03.
 EH1687
 EH1687.The dynamic height is computed by dividing the NAVD 88
 EH1687.geopotential number by the normal gravity value computed on the
 EH1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1687.degrees latitude (g = 980.6199 gals.).
 EH1687
 EH1687.The modeled gravity was interpolated from observed gravity values.
 EH1687
 EH1687;                    North         East    Units  Estimated Accuracy
 EH1687;SPC AR S     -   586,040.      415,390.      MT  (+/- 180 meters Scaled)
 EH1687
 EH1687                          SUPERSEDED SURVEY CONTROL
 EH1687
 EH1687  NGVD 29 (??/??/??)   61.302  (m)          201.12   (f) ADJUSTED    2 0
 EH1687
 EH1687.Superseded values are not recommended for survey control.
 EH1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1687.See file dsdata.txt to determine how the superseded data were derived.
 EH1687
 EH1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU073009(NAD 83)
 EH1687_MARKER: DB = BENCH MARK DISK
 EH1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1687_STAMPING: W-53 1934
 EH1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1687+STABILITY: SURFACE MOTION
 EH1687
 EH1687  HISTORY     - Date     Condition        Report By
 EH1687  HISTORY     - 1934     MONUMENTED       CGS
 EH1687  HISTORY     - 20030618 MARK NOT FOUND   USACE
 EH1687
 EH1687                          STATION DESCRIPTION
 EH1687
 EH1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1687'2 MI N FROM ALTHEIMER.
 EH1687'2 MILES NORTH OF, ALONG S.L.S. RY, FROM STATION.  ABOUT 400 FEET
 EH1687'SOUTHWEST OF M.P. 254.  46.4 FEET NORTHWEST OF CENTERLINE OF ST. LOUIS
 EH1687'SOUTHWESTERN RY.  17.2 FEET SOUTHWEST OF CENTER OF A WAGON GATE. 3.6
 EH1687'FEET SOUTHWEST OF R/W FENCE LINE. TABLET SET IN PRECAST CONCRETE POST
 EH1687'SOUTH OF NORTHEAST END OF RAILWAY CURVE.
 EH1687
 EH1687                          STATION RECOVERY (2003)
 EH1687
 EH1687'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1186 ***********************************************************************
 EH1186  DESIGNATION -  W 54
 EH1186  PID         -  EH1186
 EH1186  STATE/COUNTY-  AR/PRAIRIE
 EH1186  USGS QUAD   -  ULM (1968)
 EH1186
 EH1186                         *CURRENT SURVEY CONTROL
 EH1186  ___________________________________________________________________
 EH1186* NAD 83(1986)-  34 35 38.     (N)    091 26 05.     (W)     SCALED    
 EH1186* NAVD 88     -        63.257  (meters)     207.54   (feet)  ADJUSTED  
 EH1186  ___________________________________________________________________
 EH1186  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EH1186  DYNAMIC HT  -          63.196 (meters)     207.34  (feet)  COMP
 EH1186  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 EH1186
 EH1186  VERT ORDER  -  FIRST     CLASS II
 EH1186
 EH1186.The horizontal coordinates were scaled from a topographic map and have
 EH1186.an estimated accuracy of +/- 6 seconds.
 EH1186
 EH1186.The orthometric height was determined by differential leveling
 EH1186.and adjusted by the National Geodetic Survey in June 1991..
 EH1186.WARNING-Repeat measurements at this control monument indicate possible
 EH1186.vertical movement.
 EH1186
 EH1186.The geoid height was determined by GEOID03.
 EH1186
 EH1186.The dynamic height is computed by dividing the NAVD 88
 EH1186.geopotential number by the normal gravity value computed on the
 EH1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1186.degrees latitude (g = 980.6199 gals.).
 EH1186
 EH1186.The modeled gravity was interpolated from observed gravity values.
 EH1186
 EH1186;                    North         East    Units  Estimated Accuracy
 EH1186;SPC AR S     -   613,900.      451,860.      MT  (+/- 180 meters Scaled)
 EH1186
 EH1186                          SUPERSEDED SURVEY CONTROL
 EH1186
 EH1186  NGVD 29 (??/??/??)   63.282  (m)          207.62   (f) ADJUSTED    1 2
 EH1186
 EH1186.Superseded values are not recommended for survey control.
 EH1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1186.See file dsdata.txt to determine how the superseded data were derived.
 EH1186
 EH1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU435291(NAD 83)
 EH1186_MARKER: DB = BENCH MARK DISK
 EH1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1186_STAMPING: W 54 1935
 EH1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1186+STABILITY: SURFACE MOTION
 EH1186
 EH1186  HISTORY     - Date     Condition        Report By
 EH1186  HISTORY     - 1935     MONUMENTED       CGS
 EH1186  HISTORY     - 1955     GOOD             CGS
 EH1186
 EH1186                          STATION DESCRIPTION
 EH1186
 EH1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1186'1.9 MI NE FROM ULM.
 EH1186'ABOUT 1.9 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1186'FROM THE STATION SIGN AT ULM, ABOUT 0.3 MILE SOUTHWEST OF MILE POLE
 EH1186'224, 46.2 FEET NORTHWEST OF NORTHWEST RAIL, 51 1/2 FEET SOUTHEAST OF
 EH1186'CENTER LINE OF U.S. HIGHWAY 79, 77 1/2 FEET WEST-NORTHWEST AND ACROSS
 EH1186'TRACK FROM THE 8TH TELEPHONE POLE SOUTHWEST OF MILE POLE, 7 1/2 FEET
 EH1186'NORTHWEST OF A TELEPHONE POLE, 1.2 FEET SOUTHEAST OF A FENCE LINE, 178
 EH1186'1/2 FEET SOUTHWEST OF A HIGHWAY R/W MARKER, ABOUT 4 1/2 FEET BELOW
 EH1186'LEVEL OF TRACK, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 EH1186'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1083 ***********************************************************************
 EH1083  DESIGNATION -  W 55
 EH1083  PID         -  EH1083
 EH1083  STATE/COUNTY-  AR/PHILLIPS
 EH1083  USGS QUAD   -  PINE CITY (1971)
 EH1083
 EH1083                         *CURRENT SURVEY CONTROL
 EH1083  ___________________________________________________________________
 EH1083* NAD 83(1986)-  34 34 21.     (N)    091 02 23.     (W)     SCALED    
 EH1083* NAVD 88     -        53.391  (meters)     175.17   (feet)  ADJUSTED  
 EH1083  ___________________________________________________________________
 EH1083  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1083  DYNAMIC HT  -          53.340 (meters)     175.00  (feet)  COMP
 EH1083  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 EH1083
 EH1083  VERT ORDER  -  FIRST     CLASS II
 EH1083
 EH1083.The horizontal coordinates were scaled from a topographic map and have
 EH1083.an estimated accuracy of +/- 6 seconds.
 EH1083
 EH1083.The orthometric height was determined by differential leveling
 EH1083.and adjusted by the National Geodetic Survey in June 1991..
 EH1083
 EH1083.The geoid height was determined by GEOID03.
 EH1083
 EH1083.The dynamic height is computed by dividing the NAVD 88
 EH1083.geopotential number by the normal gravity value computed on the
 EH1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1083.degrees latitude (g = 980.6199 gals.).
 EH1083
 EH1083.The modeled gravity was interpolated from observed gravity values.
 EH1083
 EH1083;                    North         East    Units  Estimated Accuracy
 EH1083;SPC AR S     -   611,800.      488,110.      MT  (+/- 180 meters Scaled)
 EH1083
 EH1083                          SUPERSEDED SURVEY CONTROL
 EH1083
 EH1083  NGVD 29 (??/??/??)   53.419  (m)          175.26   (f) ADJUSTED    1 2
 EH1083
 EH1083.Superseded values are not recommended for survey control.
 EH1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1083.See file dsdata.txt to determine how the superseded data were derived.
 EH1083
 EH1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU798273(NAD 83)
 EH1083_MARKER: DB = BENCH MARK DISK
 EH1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1083_STAMPING: W 55 1935
 EH1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1083+STABILITY: SURFACE MOTION
 EH1083
 EH1083  HISTORY     - Date     Condition        Report By
 EH1083  HISTORY     - 1935     MONUMENTED       CGS
 EH1083  HISTORY     - 1956     GOOD             CGS
 EH1083
 EH1083                          STATION DESCRIPTION
 EH1083
 EH1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1083'1.45 MI E FROM PALMER.
 EH1083'ABOUT 1.45 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1083'STATION SIGN AND ROAD CROSSING AT PALMER, ABOUT 0.4 MILE WEST OF MILE
 EH1083'POLE 345, 19 FEET SOUTH OF SOUTH RAIL, 3.3 FEET NORTHWEST OF MILEAGE
 EH1083'POLE NO. 345/09, 71 1/2 FEET SOUTHWEST AND ACROSS TRACK FROM TELEPHONE
 EH1083'POLE NO. 1075, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 EH1083'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1008 ***********************************************************************
 EH1008  DESIGNATION -  W 56
 EH1008  PID         -  EH1008
 EH1008  STATE/COUNTY-  AR/LEE
 EH1008  USGS QUAD   -  LA GRANGE (1982)
 EH1008
 EH1008                         *CURRENT SURVEY CONTROL
 EH1008  ___________________________________________________________________
 EH1008* NAD 83(1986)-  34 42 55.     (N)    090 44 37.     (W)     SCALED    
 EH1008* NAVD 88     -        65.041  (meters)     213.39   (feet)  ADJUSTED  
 EH1008  ___________________________________________________________________
 EH1008  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1008  DYNAMIC HT  -          64.980 (meters)     213.19  (feet)  COMP
 EH1008  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 EH1008
 EH1008  VERT ORDER  -  SECOND    CLASS 0
 EH1008
 EH1008.The horizontal coordinates were scaled from a topographic map and have
 EH1008.an estimated accuracy of +/- 6 seconds.
 EH1008
 EH1008.The orthometric height was determined by differential leveling
 EH1008.and adjusted by the National Geodetic Survey in June 1991..
 EH1008
 EH1008.The geoid height was determined by GEOID03.
 EH1008
 EH1008.The dynamic height is computed by dividing the NAVD 88
 EH1008.geopotential number by the normal gravity value computed on the
 EH1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1008.degrees latitude (g = 980.6199 gals.).
 EH1008
 EH1008.The modeled gravity was interpolated from observed gravity values.
 EH1008
 EH1008;                    North         East    Units  Estimated Accuracy
 EH1008;SPC AR S     -   627,930.      515,090.      MT  (+/- 180 meters Scaled)
 EH1008
 EH1008                          SUPERSEDED SURVEY CONTROL
 EH1008
 EH1008  NGVD 29 (??/??/??)   65.055  (m)          213.43   (f) ADJUSTED    2 0
 EH1008
 EH1008.Superseded values are not recommended for survey control.
 EH1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1008.See file dsdata.txt to determine how the superseded data were derived.
 EH1008
 EH1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU066437(NAD 83)
 EH1008_MARKER: DB = BENCH MARK DISK
 EH1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1008_STAMPING: W-56 1935
 EH1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1008+STABILITY: SURFACE MOTION
 EH1008
 EH1008  HISTORY     - Date     Condition        Report By
 EH1008  HISTORY     - 1935     MONUMENTED       CGS
 EH1008  HISTORY     - 20030422 MARK NOT FOUND   USACE
 EH1008
 EH1008                          STATION DESCRIPTION
 EH1008
 EH1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1008'4.1 MI N FROM LA GRANGE.
 EH1008'ABOUT 500 FEET SOUTH OF M.P.317.  49 FEET EAST OF CENTERLINE OF
 EH1008'MISSOURI PACIFIC R.R.  27 FEET NORTH OF CENTERLINE OF EAST-WEST DIRT
 EH1008'ROAD CROSSING.  2.5 FEET NORTHWEST OF SOUTHEAST CORNER OF R/W FENCE
 EH1008'TABLET SET IN PRECAST CONCRETE POST.
 EH1008
 EH1008                          STATION RECOVERY (2003)
 EH1008
 EH1008'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1466 ***********************************************************************
 EH1466  DESIGNATION -  W 57
 EH1466  PID         -  EH1466
 EH1466  STATE/COUNTY-  AR/ARKANSAS
 EH1466  USGS QUAD   -  ETHEL (1967)
 EH1466
 EH1466                         *CURRENT SURVEY CONTROL
 EH1466  ___________________________________________________________________
 EH1466* NAD 83(1986)-  34 22 25.     (N)    091 08 12.     (W)     SCALED    
 EH1466* NAVD 88     -        61.317  (meters)     201.17   (feet)  ADJUSTED  
 EH1466  ___________________________________________________________________
 EH1466  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH1466  DYNAMIC HT  -          61.258 (meters)     200.98  (feet)  COMP
 EH1466  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 EH1466
 EH1466  VERT ORDER  -  FIRST     CLASS II
 EH1466
 EH1466.The horizontal coordinates were scaled from a topographic map and have
 EH1466.an estimated accuracy of +/- 6 seconds.
 EH1466
 EH1466.The orthometric height was determined by differential leveling
 EH1466.and adjusted by the National Geodetic Survey in August 1993..
 EH1466
 EH1466.The geoid height was determined by GEOID03.
 EH1466
 EH1466.The dynamic height is computed by dividing the NAVD 88
 EH1466.geopotential number by the normal gravity value computed on the
 EH1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1466.degrees latitude (g = 980.6199 gals.).
 EH1466
 EH1466.The modeled gravity was interpolated from observed gravity values.
 EH1466
 EH1466;                    North         East    Units  Estimated Accuracy
 EH1466;SPC AR S     -   589,660.      479,400.      MT  (+/- 180 meters Scaled)
 EH1466
 EH1466                          SUPERSEDED SURVEY CONTROL
 EH1466
 EH1466  NAVD 88 (06/15/91)   61.297  (m)          201.11   (f) UNKNOWN     1 2
 EH1466  NGVD 29 (??/??/??)   61.344  (m)          201.26   (f) ADJUSTED    1 2
 EH1466
 EH1466.Superseded values are not recommended for survey control.
 EH1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1466.See file dsdata.txt to determine how the superseded data were derived.
 EH1466
 EH1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU713051(NAD 83)
 EH1466_MARKER: DB = BENCH MARK DISK
 EH1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1466_STAMPING: W 57 1935
 EH1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1466+STABILITY: SURFACE MOTION
 EH1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1466+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 EH1466
 EH1466  HISTORY     - Date     Condition        Report By
 EH1466  HISTORY     - 1935     MONUMENTED       CGS
 EH1466  HISTORY     - 1976     GOOD             NGS
 EH1466  HISTORY     - 20030407 GOOD             USACE
 EH1466
 EH1466                          STATION DESCRIPTION
 EH1466
 EH1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1466'IN ST CHARLES.
 EH1466'AT ST. CHARLES, ARKANSAS COUNTY, ON STATE HIGHWAY 1, 77 FEET NORTH OF
 EH1466'THE CONFEDERATE SOLDIERS MONUMENT, 60 FEET NORTHEAST OF THE CENTER OF
 EH1466'THE INTERSECTION OF A SOUTHEAST-AND-NORTHWEST STREET, AND 51.4 FEET
 EH1466'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET SOUTHEAST OF
 EH1466'A MOUNTED CIVIL WAR CANNON.  A STANDARD DISK, STAMPED W 57 1935 AND
 EH1466'SET IN THE TOP OF A CONCRETE POST.
 EH1466
 EH1466                          STATION RECOVERY (1976)
 EH1466
 EH1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1466'RECOVERED IN GOOD CONDITION.
 EH1466
 EH1466                          STATION RECOVERY (2003)
 EH1466
 EH1466'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1349 ***********************************************************************
 EJ1349  DESIGNATION -  W 59
 EJ1349  PID         -  EJ1349
 EJ1349  STATE/COUNTY-  AR/PIKE
 EJ1349  USGS QUAD   -  NARROWS DAM (1969)
 EJ1349
 EJ1349                         *CURRENT SURVEY CONTROL
 EJ1349  ___________________________________________________________________
 EJ1349* NAD 83(1986)-  34 14 58.     (N)    093 40 28.     (W)     SCALED    
 EJ1349* NAVD 88     -       174.941  (meters)     573.95   (feet)  ADJUSTED  
 EJ1349  ___________________________________________________________________
 EJ1349  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EJ1349  DYNAMIC HT  -         174.762 (meters)     573.37  (feet)  COMP
 EJ1349  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 EJ1349
 EJ1349  VERT ORDER  -  SECOND    CLASS 0
 EJ1349
 EJ1349.The horizontal coordinates were scaled from a topographic map and have
 EJ1349.an estimated accuracy of +/- 6 seconds.
 EJ1349
 EJ1349.The orthometric height was determined by differential leveling
 EJ1349.and adjusted by the National Geodetic Survey in June 1991..
 EJ1349
 EJ1349.The geoid height was determined by GEOID03.
 EJ1349
 EJ1349.The dynamic height is computed by dividing the NAVD 88
 EJ1349.geopotential number by the normal gravity value computed on the
 EJ1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1349.degrees latitude (g = 980.6199 gals.).
 EJ1349
 EJ1349.The modeled gravity was interpolated from observed gravity values.
 EJ1349
 EJ1349;                    North         East    Units  Estimated Accuracy
 EJ1349;SPC AR S     -   576,810.      245,780.      MT  (+/- 180 meters Scaled)
 EJ1349
 EJ1349                          SUPERSEDED SURVEY CONTROL
 EJ1349
 EJ1349  NGVD 29 (??/??/92)  174.912  (m)          573.86   (f) ADJ UNCH    2 0
 EJ1349
 EJ1349.Superseded values are not recommended for survey control.
 EJ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1349.See file dsdata.txt to determine how the superseded data were derived.
 EJ1349
 EJ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT378900(NAD 83)
 EJ1349_MARKER: DB = BENCH MARK DISK
 EJ1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1349_STAMPING: W-59 1934
 EJ1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1349+STABILITY: SURFACE MOTION
 EJ1349
 EJ1349  HISTORY     - Date     Condition        Report By
 EJ1349  HISTORY     - 1934     MONUMENTED       CGS
 EJ1349  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1349
 EJ1349                          STATION DESCRIPTION
 EJ1349
 EJ1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1349'2.3 MI W FROM KIRBY.
 EJ1349'2.3 MILES WEST OF, ALONG U.S. HWY. 70, FROM POST OFFICE.  WEST END OF
 EJ1349'HIGHWAY FILL.  290 FEET EAST OF EAST END OF CONCRETE HIGHWAY BRIDGE
 EJ1349'NO. 4-156 OVER BEAR CREEK.  35 FEET EAST OF CENTERLINE OF ROAD LEADING
 EJ1349'NORTH.  24 FEET NORTH OF CENTERLINE OF U.S. HWY. 70.  17 FEET EAST OF
 EJ1349'SOUTHWEST FENCE CORNER.  1 FT. SOUTH OF FENCE.  TABLET SET IN PRECAST
 EJ1349'CONCRETE POST.
 EJ1349
 EJ1349                          STATION RECOVERY (1962)
 EJ1349
 EJ1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0493 ***********************************************************************
 FG0493  DESIGNATION -  W 6
 FG0493  PID         -  FG0493
 FG0493  STATE/COUNTY-  AR/SEARCY
 FG0493  USGS QUAD   -  MARSHALL (1980)
 FG0493
 FG0493                         *CURRENT SURVEY CONTROL
 FG0493  ___________________________________________________________________
 FG0493* NAD 83(1986)-  35 57 30.     (N)    092 39 58.     (W)     SCALED    
 FG0493* NAVD 88     -       206.215  (meters)     676.56   (feet)  ADJUSTED  
 FG0493  ___________________________________________________________________
 FG0493  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FG0493  DYNAMIC HT  -         206.031 (meters)     675.95  (feet)  COMP
 FG0493  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FG0493
 FG0493  VERT ORDER  -  FIRST     CLASS II
 FG0493
 FG0493.The horizontal coordinates were scaled from a topographic map and have
 FG0493.an estimated accuracy of +/- 6 seconds.
 FG0493
 FG0493.The orthometric height was determined by differential leveling
 FG0493.and adjusted by the National Geodetic Survey in June 1991..
 FG0493
 FG0493.The geoid height was determined by GEOID03.
 FG0493
 FG0493.The dynamic height is computed by dividing the NAVD 88
 FG0493.geopotential number by the normal gravity value computed on the
 FG0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0493.degrees latitude (g = 980.6199 gals.).
 FG0493
 FG0493.The modeled gravity was interpolated from observed gravity values.
 FG0493
 FG0493;                    North         East    Units  Estimated Accuracy
 FG0493;SPC AR N     -   180,490.      339,910.      MT  (+/- 180 meters Scaled)
 FG0493
 FG0493                          SUPERSEDED SURVEY CONTROL
 FG0493
 FG0493  NGVD 29 (??/??/92)  206.096  (m)          676.17   (f) ADJ UNCH    1 2
 FG0493
 FG0493.Superseded values are not recommended for survey control.
 FG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0493.See file dsdata.txt to determine how the superseded data were derived.
 FG0493
 FG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV301793(NAD 83)
 FG0493_MARKER: DB = BENCH MARK DISK
 FG0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0493_SP_SET: MONUMENT
 FG0493_STAMPING: W 6-1931
 FG0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0493
 FG0493  HISTORY     - Date     Condition        Report By
 FG0493  HISTORY     - 1931     MONUMENTED       CGS
 FG0493  HISTORY     - 1935     MARK NOT FOUND   NGS
 FG0493
 FG0493                          STATION DESCRIPTION
 FG0493
 FG0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FG0493'IN ZACK.
 FG0493'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, IN ZACK, ARKANSAS, 300
 FG0493'FEET NORTH OF FLAG STOP STATION, 16 FEET NORTH OF MILE POST SIGN
 FG0493'167-5, 21.6 FEET WEST OF WEST AND NEAREST RAIL OF M AND NA R. R. ON
 FG0493'NORTH END OF SMALL CUT.  STANDARD BRONZE TABLET SET IN CONCRETE
 FG0493'MONUMENT.
 FG0493
 FG0493                          STATION RECOVERY (1935)
 FG0493
 FG0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1081 ***********************************************************************
 DL1081  DESIGNATION -  W 61
 DL1081  PID         -  DL1081
 DL1081  STATE/COUNTY-  AR/SEVIER
 DL1081  USGS QUAD   -  MINERAL SPRINGS SOUTH (1975)
 DL1081
 DL1081                         *CURRENT SURVEY CONTROL
 DL1081  ___________________________________________________________________
 DL1081* NAD 83(1986)-  33 48 54.     (N)    093 59 23.     (W)     SCALED    
 DL1081* NAVD 88     -        79.585  (meters)     261.11   (feet)  ADJUSTED  
 DL1081  ___________________________________________________________________
 DL1081  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DL1081  DYNAMIC HT  -          79.503 (meters)     260.84  (feet)  COMP
 DL1081  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 DL1081
 DL1081  VERT ORDER  -  SECOND    CLASS 0
 DL1081
 DL1081.The horizontal coordinates were scaled from a topographic map and have
 DL1081.an estimated accuracy of +/- 6 seconds.
 DL1081
 DL1081.The orthometric height was determined by differential leveling
 DL1081.and adjusted by the National Geodetic Survey in June 1991..
 DL1081
 DL1081.The geoid height was determined by GEOID03.
 DL1081
 DL1081.The dynamic height is computed by dividing the NAVD 88
 DL1081.geopotential number by the normal gravity value computed on the
 DL1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1081.degrees latitude (g = 980.6199 gals.).
 DL1081
 DL1081.The modeled gravity was interpolated from observed gravity values.
 DL1081
 DL1081;                    North         East    Units  Estimated Accuracy
 DL1081;SPC AR S     -   529,150.      215,810.      MT  (+/- 180 meters Scaled)
 DL1081
 DL1081                          SUPERSEDED SURVEY CONTROL
 DL1081
 DL1081  NGVD 29 (??/??/92)   79.59   (m)          261.1    (f) COMPUTED    2 0
 DL1081
 DL1081.Superseded values are not recommended for survey control.
 DL1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1081.See file dsdata.txt to determine how the superseded data were derived.
 DL1081
 DL1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT084420(NAD 83)
 DL1081_MARKER: DB = BENCH MARK DISK
 DL1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1081_STAMPING: W 61 1934
 DL1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1081+STABILITY: SURFACE MOTION
 DL1081
 DL1081  HISTORY     - Date     Condition        Report By
 DL1081  HISTORY     - 1934     MONUMENTED       CGS
 DL1081  HISTORY     - 1962     GOOD             NGS
 DL1081
 DL1081                          STATION DESCRIPTION
 DL1081
 DL1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1081'2 MI NE FROM PARALOMA.
 DL1081'2 MILES NORTHEAST ALONG THE GRAYSONIA, NASHVILLE AND ASHDOWN RAILROAD
 DL1081'FROM THE STATION AT PARALOMA, SEVIER COUNTY, 192 FEET SOUTHWEST OF
 DL1081'MILEPOST 14, 300 FEET NORTHEAST OF THE NORTHEAST END OF TRESTLE 23,
 DL1081'27.6 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 42 FEET SOUTH OF A
 DL1081'3-FOOT OAK TREE, AND 2.8 FEET LOWER THAN THE TOP OF THE RAIL.  A
 DL1081'STANDARD DISK, STAMPED W 61 1934 AND SET IN THE TOP OF A CONCRETE
 DL1081'POST.  NOTE-- THIS MARK RECOVERED 0.4 MILE SOUTHWEST OF THE TRESTLE
 DL1081'OVER THE SEVIER RIVER, 300 FEET NORTHEAST OF ANOTHER TRESTLE, 192 FEET
 DL1081'SOUTHWEST OF MILEPOST 14, AND 27.5 FEET NORTHWEST OF THE CENTERLINE OF
 DL1081'THE TRACK.  THERE WAS NO NUMBER ON THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0990 ***********************************************************************
 DL0990  DESIGNATION -  W 62
 DL0990  PID         -  DL0990
 DL0990  STATE/COUNTY-  AR/HEMPSTEAD
 DL0990  USGS QUAD   -  HOPE (1978)
 DL0990
 DL0990                         *CURRENT SURVEY CONTROL
 DL0990  ___________________________________________________________________
 DL0990* NAD 83(1986)-  33 40 04.     (N)    093 35 27.     (W)     SCALED    
 DL0990* NAVD 88     -       109.952  (meters)     360.73   (feet)  ADJUSTED  
 DL0990  ___________________________________________________________________
 DL0990  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DL0990  DYNAMIC HT  -         109.836 (meters)     360.35  (feet)  COMP
 DL0990  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 DL0990
 DL0990  VERT ORDER  -  SECOND    CLASS 0
 DL0990
 DL0990.The horizontal coordinates were scaled from a topographic map and have
 DL0990.an estimated accuracy of +/- 6 seconds.
 DL0990
 DL0990.The orthometric height was determined by differential leveling
 DL0990.and adjusted by the National Geodetic Survey in June 1991..
 DL0990
 DL0990.The geoid height was determined by GEOID03.
 DL0990
 DL0990.The dynamic height is computed by dividing the NAVD 88
 DL0990.geopotential number by the normal gravity value computed on the
 DL0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0990.degrees latitude (g = 980.6199 gals.).
 DL0990
 DL0990.The modeled gravity was interpolated from observed gravity values.
 DL0990
 DL0990;                    North         East    Units  Estimated Accuracy
 DL0990;SPC AR S     -   512,180.      252,480.      MT  (+/- 180 meters Scaled)
 DL0990
 DL0990                          SUPERSEDED SURVEY CONTROL
 DL0990
 DL0990  NGVD 29 (??/??/92)  109.960  (m)          360.76   (f) ADJ UNCH    2 0
 DL0990
 DL0990.Superseded values are not recommended for survey control.
 DL0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0990.See file dsdata.txt to determine how the superseded data were derived.
 DL0990
 DL0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT452254(NAD 83)
 DL0990_MARKER: DB = BENCH MARK DISK
 DL0990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0990_SP_SET: BUILDING
 DL0990_STAMPING: W-62 1935
 DL0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0990+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 DL0990
 DL0990  HISTORY     - Date     Condition        Report By
 DL0990  HISTORY     - 1935     MONUMENTED       CGS
 DL0990  HISTORY     - 1963     GOOD             NGS
 DL0990  HISTORY     - 1988     GOOD             USPSQD
 DL0990  HISTORY     - 20031027 GOOD             ARHD
 DL0990
 DL0990                          STATION DESCRIPTION
 DL0990
 DL0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0990'IN HOPE.
 DL0990'VERTICAL BRONZE TABLET SET IN WEST BRICK WALL OF HOPE POST OFFICE. 50
 DL0990'FEET SOUTH OF CENTERLINE OF SECOND STREET.  38.2 FEET WEST OF
 DL0990'CENTERLINE OF FRONT MAIN ENTRANCE.  27 FEET EAST OF CENTERLINE OF
 DL0990'DRIVEWAY ON WEST SIDE OF POST OFFICE.  4.7 FEET ABOVE GROUND.  1.2 FT.
 DL0990'SOUTH OF NORTHWEST CORNER OF BUILDING.
 DL0990
 DL0990                          STATION RECOVERY (1963)
 DL0990
 DL0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0990'RECOVERED IN GOOD CONDITION.
 DL0990
 DL0990                          STATION RECOVERY (1988)
 DL0990
 DL0990'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DL0990'RECOVERED IN GOOD CONDITION.
 DL0990
 DL0990                          STATION RECOVERY (2003)
 DL0990
 DL0990'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DL0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0954 ***********************************************************************
 DL0954  DESIGNATION -  W 63
 DL0954  PID         -  DL0954
 DL0954  STATE/COUNTY-  AR/HEMPSTEAD
 DL0954  USGS QUAD   -  FULTON (1975)
 DL0954
 DL0954                         *CURRENT SURVEY CONTROL
 DL0954  ___________________________________________________________________
 DL0954* NAD 83(1986)-  33 36 38.     (N)    093 48 55.     (W)     SCALED    
 DL0954* NAVD 88     -        81.999  (meters)     269.03   (feet)  ADJUSTED  
 DL0954  ___________________________________________________________________
 DL0954  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL0954  DYNAMIC HT  -          81.912 (meters)     268.74  (feet)  COMP
 DL0954  MODELED GRAV-     979,586.5   (mgal)                       NAVD 88
 DL0954
 DL0954  VERT ORDER  -  SECOND    CLASS 0
 DL0954
 DL0954.The horizontal coordinates were scaled from a topographic map and have
 DL0954.an estimated accuracy of +/- 6 seconds.
 DL0954
 DL0954.The orthometric height was determined by differential leveling
 DL0954.and adjusted by the National Geodetic Survey in June 1991..
 DL0954
 DL0954.The geoid height was determined by GEOID03.
 DL0954
 DL0954.The dynamic height is computed by dividing the NAVD 88
 DL0954.geopotential number by the normal gravity value computed on the
 DL0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0954.degrees latitude (g = 980.6199 gals.).
 DL0954
 DL0954.The modeled gravity was interpolated from observed gravity values.
 DL0954
 DL0954;                    North         East    Units  Estimated Accuracy
 DL0954;SPC AR S     -   506,180.      231,550.      MT  (+/- 180 meters Scaled)
 DL0954
 DL0954                          SUPERSEDED SURVEY CONTROL
 DL0954
 DL0954  NGVD 29 (??/??/92)   82.016  (m)          269.08   (f) ADJ UNCH    2 0
 DL0954
 DL0954.Superseded values are not recommended for survey control.
 DL0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0954.See file dsdata.txt to determine how the superseded data were derived.
 DL0954
 DL0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT243192(NAD 83)
 DL0954_MARKER: DB = BENCH MARK DISK
 DL0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0954_SP_SET: ABUTMENT
 DL0954_STAMPING: W-63 1935
 DL0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0954
 DL0954  HISTORY     - Date     Condition        Report By
 DL0954  HISTORY     - 1935     MONUMENTED       CGS
 DL0954  HISTORY     - 1963     GOOD             NGS
 DL0954
 DL0954                          STATION DESCRIPTION
 DL0954
 DL0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0954'IN FULTON.
 DL0954'BRONZE TABLET SET IN NORTH WINGWALL TO NORTHEAST ABUTMENT OF STEEL
 DL0954'BRIDGE NO. 780 OVER RED RIVER.  35.2 FEET SOUTHWEST OF H TELEGRAPH
 DL0954'POLES SUPPORTING WIRES CROSSING RIVER.  11.2 FEET NORTHWEST OF
 DL0954'CENTERLINE OF M.P.R.R. TRACK.  NOTE-- MARK IS 40 FEET EAST OF THE
 DL0954'RIVER.
 DL0954
 DL0954                          STATION RECOVERY (1963)
 DL0954
 DL0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0506 ***********************************************************************
 DL0506  DESIGNATION -  W 64
 DL0506  PID         -  DL0506
 DL0506  STATE/COUNTY-  AR/CLARK
 DL0506  USGS QUAD   -  GURDON (1970)
 DL0506
 DL0506                         *CURRENT SURVEY CONTROL
 DL0506  ___________________________________________________________________
 DL0506* NAD 83(1986)-  33 53 47.     (N)    093 10 47.     (W)     SCALED    
 DL0506* NAVD 88     -        75.235  (meters)     246.83   (feet)  ADJUSTED  
 DL0506  ___________________________________________________________________
 DL0506  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL0506  DYNAMIC HT  -          75.159 (meters)     246.58  (feet)  COMP
 DL0506  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 DL0506
 DL0506  VERT ORDER  -  FIRST     CLASS II
 DL0506
 DL0506.The horizontal coordinates were scaled from a topographic map and have
 DL0506.an estimated accuracy of +/- 6 seconds.
 DL0506
 DL0506.The orthometric height was determined by differential leveling
 DL0506.and adjusted by the National Geodetic Survey in June 1991..
 DL0506.WARNING-Repeat measurements at this control monument indicate possible
 DL0506.vertical movement.
 DL0506
 DL0506.The geoid height was determined by GEOID03.
 DL0506
 DL0506.The dynamic height is computed by dividing the NAVD 88
 DL0506.geopotential number by the normal gravity value computed on the
 DL0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0506.degrees latitude (g = 980.6199 gals.).
 DL0506
 DL0506.The modeled gravity was interpolated from observed gravity values.
 DL0506
 DL0506;                    North         East    Units  Estimated Accuracy
 DL0506;SPC AR S     -   537,020.      290,890.      MT  (+/- 180 meters Scaled)
 DL0506
 DL0506                          SUPERSEDED SURVEY CONTROL
 DL0506
 DL0506  NGVD 29 (??/??/92)   75.222  (m)          246.79   (f) ADJ UNCH    1 2
 DL0506
 DL0506.Superseded values are not recommended for survey control.
 DL0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0506.See file dsdata.txt to determine how the superseded data were derived.
 DL0506
 DL0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT833506(NAD 83)
 DL0506_MARKER: DB = BENCH MARK DISK
 DL0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0506_STAMPING: W 64 1934
 DL0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0506+STABILITY: SURFACE MOTION
 DL0506
 DL0506  HISTORY     - Date     Condition        Report By
 DL0506  HISTORY     - 1934     MONUMENTED       CGS
 DL0506  HISTORY     - 1960     GOOD             NGS
 DL0506  HISTORY     - 1963     GOOD             NGS
 DL0506
 DL0506                          STATION DESCRIPTION
 DL0506
 DL0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0506'2.1 MI SW FROM GURDON.
 DL0506'ABOUT 2.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0506'STATION AT GURDON, 3 POLES SOUTHWEST OF MILEPOLE 428.20, 39 1/2 FEET
 DL0506'SOUTHEAST OF THE SOUTHEAST RAIL, 38 FEET NORTHEAST OF THE CENTER LINE
 DL0506'OF A GRAVELED ROAD, 51 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 DL0506'CROSSING, 52 FEET SOUTHWEST OF TELEPHONE POLE NO. 3425, 17 FEET EAST
 DL0506'OF A BRACED TELEPHONE POLE, ABOUT 4 FEET ABOVE THE TRACKS, AND IN THE
 DL0506'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0506
 DL0506                          STATION RECOVERY (1963)
 DL0506
 DL0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1033 ***********************************************************************
 FG1033  DESIGNATION -  W 65
 FG1033  PID         -  FG1033
 FG1033  STATE/COUNTY-  AR/POPE
 FG1033  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1033
 FG1033                         *CURRENT SURVEY CONTROL
 FG1033  ___________________________________________________________________
 FG1033* NAD 83(1986)-  35 19 47.     (N)    093 05 04.     (W)     SCALED    
 FG1033* NAVD 88     -       135.786  (meters)     445.49   (feet)  ADJUSTED  
 FG1033  ___________________________________________________________________
 FG1033  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FG1033  DYNAMIC HT  -         135.659 (meters)     445.07  (feet)  COMP
 FG1033  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FG1033
 FG1033  VERT ORDER  -  SECOND    CLASS 0
 FG1033
 FG1033.The horizontal coordinates were scaled from a topographic map and have
 FG1033.an estimated accuracy of +/- 6 seconds.
 FG1033
 FG1033.The orthometric height was determined by differential leveling
 FG1033.and adjusted by the National Geodetic Survey in June 1991..
 FG1033
 FG1033.The geoid height was determined by GEOID03.
 FG1033
 FG1033.The dynamic height is computed by dividing the NAVD 88
 FG1033.geopotential number by the normal gravity value computed on the
 FG1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1033.degrees latitude (g = 980.6199 gals.).
 FG1033
 FG1033.The modeled gravity was interpolated from observed gravity values.
 FG1033
 FG1033;                    North         East    Units  Estimated Accuracy
 FG1033;SPC AR N     -   111,080.      301,410.      MT  (+/- 180 meters Scaled)
 FG1033
 FG1033                          SUPERSEDED SURVEY CONTROL
 FG1033
 FG1033  NGVD 29 (??/??/92)  135.774  (m)          445.45   (f) ADJ UNCH    2 0
 FG1033
 FG1033.Superseded values are not recommended for survey control.
 FG1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1033.See file dsdata.txt to determine how the superseded data were derived.
 FG1033
 FG1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV923096(NAD 83)
 FG1033_MARKER: DB = BENCH MARK DISK
 FG1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1033_STAMPING: W 65 1935
 FG1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1033+STABILITY: SURFACE MOTION
 FG1033
 FG1033  HISTORY     - Date     Condition        Report By
 FG1033  HISTORY     - 1935     MONUMENTED       CGS
 FG1033  HISTORY     - 1942     GOOD             NGS
 FG1033  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG1033
 FG1033                          STATION DESCRIPTION
 FG1033
 FG1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FG1033'5.6 MI NE FROM RUSSELLVILLE.
 FG1033'5.6 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 FG1033'RUSSELLVILLE, POPE COUNTY, 0.2 MILE NORTHEAST OF THE CENTER VALLEY
 FG1033'SCHOOL, 250 FEET SOUTHEAST OF THE COTTON GIN, 55 FEET NORTH OF THE
 FG1033'NORTHWEST CORNER OF THE W. A. GEORGE RESIDENCE, 35 FEET WEST OF THE
 FG1033'WEST SIDE OF THE W. A. GEORGE STORE, 47 FEET SOUTH OF THE CENTERLINE
 FG1033'OF THE HIGHWAY, 11 1/2 FEET NORTH OF A 33-INCH HICKORY TREE, AND 2
 FG1033'FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED W 65 1935 AND SET IN
 FG1033'THE TOP OF A CONCRETE POST.
 FG1033
 FG1033                          STATION RECOVERY (1989)
 FG1033
 FG1033'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0197 ***********************************************************************
 FG0197  DESIGNATION -  W 68
 FG0197  PID         -  FG0197
 FG0197  STATE/COUNTY-  AR/CLEBURNE
 FG0197  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0197
 FG0197                         *CURRENT SURVEY CONTROL
 FG0197  ___________________________________________________________________
 FG0197* NAD 83(1986)-  35 25 56.     (N)    092 06 23.     (W)     SCALED    
 FG0197* NAVD 88     -       235.668  (meters)     773.19   (feet)  ADJUSTED  
 FG0197  ___________________________________________________________________
 FG0197  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FG0197  DYNAMIC HT  -         235.452 (meters)     772.48  (feet)  COMP
 FG0197  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 FG0197
 FG0197  VERT ORDER  -  SECOND    CLASS 0
 FG0197
 FG0197.The horizontal coordinates were scaled from a topographic map and have
 FG0197.an estimated accuracy of +/- 6 seconds.
 FG0197
 FG0197.The orthometric height was determined by differential leveling
 FG0197.and adjusted by the National Geodetic Survey in June 1991..
 FG0197
 FG0197.The geoid height was determined by GEOID03.
 FG0197
 FG0197.The dynamic height is computed by dividing the NAVD 88
 FG0197.geopotential number by the normal gravity value computed on the
 FG0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0197.degrees latitude (g = 980.6199 gals.).
 FG0197
 FG0197.The modeled gravity was interpolated from observed gravity values.
 FG0197
 FG0197;                    North         East    Units  Estimated Accuracy
 FG0197;SPC AR N     -   121,920.      390,340.      MT  (+/- 180 meters Scaled)
 FG0197
 FG0197                          SUPERSEDED SURVEY CONTROL
 FG0197
 FG0197  NGVD 29 (??/??/92)  235.613  (m)          773.01   (f) ADJ UNCH    2 0
 FG0197
 FG0197.Superseded values are not recommended for survey control.
 FG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0197.See file dsdata.txt to determine how the superseded data were derived.
 FG0197
 FG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV811213(NAD 83)
 FG0197_MARKER: DB = BENCH MARK DISK
 FG0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0197_STAMPING: W 68 1934
 FG0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0197+STABILITY: SURFACE MOTION
 FG0197
 FG0197  HISTORY     - Date     Condition        Report By
 FG0197  HISTORY     - 1934     MONUMENTED       CGS
 FG0197  HISTORY     - 1962     GOOD             NGS
 FG0197  HISTORY     - 20030730 POOR             USACE
 FG0197
 FG0197                          STATION DESCRIPTION
 FG0197
 FG0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0197'7.3 MI E FROM QUITMAN.
 FG0197'7.1 MILES EAST ALONG STATE HIGHWAY 25 FROM THE CONCRETE BRIDGE OVER
 FG0197'MILL CREEK AT QUITMAN, 300 FEET SOUTHEAST OF THE E.V. BIVEN FARMHOUSE,
 FG0197'IN A SMALL OAK GROVE, 36.9 FEET NORTHEAST OF THE CENTER OF THE
 FG0197'JUNCTION WITH THE FARM ROAD LEADING TO THE FARMHOUSE, 3.98 FEET NORTH
 FG0197'OF THE CENTERLINE OF THE HIGHWAY, 14.5 FEET EAST OF THE CENTERLINE OF
 FG0197'THE FARM ROAD, AND 2.5 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED
 FG0197'W 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FG0197
 FG0197                          STATION RECOVERY (2003)
 FG0197
 FG0197'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FG0197'CONCRETE FOUND WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1154 ***********************************************************************
 FG1154  DESIGNATION -  W 69
 FG1154  PID         -  FG1154
 FG1154  STATE/COUNTY-  AR/YELL
 FG1154  USGS QUAD   -  OLA (1972)
 FG1154
 FG1154                         *CURRENT SURVEY CONTROL
 FG1154  ___________________________________________________________________
 FG1154* NAD 83(1986)-  35 01 27.     (N)    093 11 36.     (W)     SCALED    
 FG1154* NAVD 88     -       107.386  (meters)     352.32   (feet)  ADJUSTED  
 FG1154  ___________________________________________________________________
 FG1154  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FG1154  DYNAMIC HT  -         107.281 (meters)     351.97  (feet)  COMP
 FG1154  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FG1154
 FG1154  VERT ORDER  -  SECOND    CLASS 0
 FG1154
 FG1154.The horizontal coordinates were scaled from a topographic map and have
 FG1154.an estimated accuracy of +/- 6 seconds.
 FG1154
 FG1154.The orthometric height was determined by differential leveling
 FG1154.and adjusted by the National Geodetic Survey in June 1991..
 FG1154
 FG1154.The geoid height was determined by GEOID03.
 FG1154
 FG1154.The dynamic height is computed by dividing the NAVD 88
 FG1154.geopotential number by the normal gravity value computed on the
 FG1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1154.degrees latitude (g = 980.6199 gals.).
 FG1154
 FG1154.The modeled gravity was interpolated from observed gravity values.
 FG1154
 FG1154;                    North         East    Units  Estimated Accuracy
 FG1154;SPC AR N     -    77,300.      291,100.      MT  (+/- 180 meters Scaled)
 FG1154
 FG1154                          SUPERSEDED SURVEY CONTROL
 FG1154
 FG1154  NGVD 29 (??/??/92)  107.357  (m)          352.22   (f) ADJ UNCH    2 0
 FG1154
 FG1154.Superseded values are not recommended for survey control.
 FG1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1154.See file dsdata.txt to determine how the superseded data were derived.
 FG1154
 FG1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU823757(NAD 83)
 FG1154_MARKER: DB = BENCH MARK DISK
 FG1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1154_STAMPING: W-69 1934
 FG1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1154+STABILITY: SURFACE MOTION
 FG1154
 FG1154  HISTORY     - Date     Condition        Report By
 FG1154  HISTORY     - 1934     MONUMENTED       CGS
 FG1154
 FG1154                          STATION DESCRIPTION
 FG1154
 FG1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1154'1.4 MI E FROM OLA.
 FG1154'1.4 MILE EAST OF, ALONG C.R.I. AND P. RY. FROM STATION.  ABOUT 125
 FG1154'FEET WEST OF M.P. 207.  56.8 FEET WEST OF WEST END OF IRON ENTRANCE
 FG1154'GATE TO GRAVEYARD.  52 FEET NORTHEAST OF CENTERLINE OF CHICAGO, ROCK
 FG1154'ISLAND AND PACIFIC R.R. AT CROSSING OF ROAD TO GRAVEYARD. 46.4 FEET
 FG1154'NORTH OF CENTERLINE OF C.R.I. AND P.RY.  4.8 FEET NORTH OF TELEPHONE
 FG1154'POLE.  2.2 FEET SOUTH OF FENCE PARALLELING RAILROAD. TABLET SET IN
 FG1154'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0089 ***********************************************************************
 FG0089  DESIGNATION -  W 7
 FG0089  PID         -  FG0089
 FG0089  STATE/COUNTY-  AR/CLEBURNE
 FG0089  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0089
 FG0089                         *CURRENT SURVEY CONTROL
 FG0089  ___________________________________________________________________
 FG0089* NAD 83(1986)-  35 29 28.     (N)    092 01 54.     (W)     SCALED    
 FG0089* NAVD 88     -       108.019  (meters)     354.39   (feet)  ADJUSTED  
 FG0089  ___________________________________________________________________
 FG0089  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FG0089  DYNAMIC HT  -         107.922 (meters)     354.07  (feet)  COMP
 FG0089  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 FG0089
 FG0089  VERT ORDER  -  FIRST     CLASS II
 FG0089
 FG0089.The horizontal coordinates were scaled from a topographic map and have
 FG0089.an estimated accuracy of +/- 6 seconds.
 FG0089
 FG0089.The orthometric height was determined by differential leveling
 FG0089.and adjusted by the National Geodetic Survey in June 1991..
 FG0089
 FG0089.The geoid height was determined by GEOID03.
 FG0089
 FG0089.The dynamic height is computed by dividing the NAVD 88
 FG0089.geopotential number by the normal gravity value computed on the
 FG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0089.degrees latitude (g = 980.6199 gals.).
 FG0089
 FG0089.The modeled gravity was interpolated from observed gravity values.
 FG0089
 FG0089;                    North         East    Units  Estimated Accuracy
 FG0089;SPC AR N     -   128,450.      397,130.      MT  (+/- 180 meters Scaled)
 FG0089
 FG0089                          SUPERSEDED SURVEY CONTROL
 FG0089
 FG0089  NGVD 29 (??/??/92)  107.946  (m)          354.15   (f) ADJ UNCH    1 2
 FG0089
 FG0089.Superseded values are not recommended for survey control.
 FG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0089.See file dsdata.txt to determine how the superseded data were derived.
 FG0089
 FG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV878279(NAD 83)
 FG0089_MARKER: DB = BENCH MARK DISK
 FG0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0089_STAMPING: W 7 1931
 FG0089_MARK LOGO: CGS   
 FG0089_PROJECTION: FLUSH
 FG0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0089+STABILITY: SURFACE MOTION
 FG0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0089+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 FG0089
 FG0089  HISTORY     - Date     Condition        Report By
 FG0089  HISTORY     - 1931     MONUMENTED       CGS
 FG0089  HISTORY     - 1934     GOOD             NGS
 FG0089  HISTORY     - 1935     GOOD             NGS
 FG0089  HISTORY     - 19950607 GOOD             LOCENG
 FG0089  HISTORY     - 19950628 GOOD             NGS
 FG0089  HISTORY     - 20020329 GOOD             USACE
 FG0089  HISTORY     - 20040902 GOOD             INDIV
 FG0089
 FG0089                          STATION DESCRIPTION
 FG0089
 FG0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0089'IN HEBER SPRINGS.
 FG0089'AT HEBER SPRINGS, TABLET SET HORIZONTALLY IN CONCRETE FLOOR OF PORCH
 FG0089'ON NORTH SIDE OF CLEBURNE COUNTY COURTHOUSE.  7.7 FEET NORTH OF WEST
 FG0089'SIDE OF NORTH ENTRANCE DOOR.  0.7 FEET EAST OF COLUMN ON WEST SIDE OF
 FG0089'ENTRANCE.
 FG0089
 FG0089                          STATION RECOVERY (1935)
 FG0089
 FG0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0089'RECOVERED IN GOOD CONDITION.
 FG0089
 FG0089                          STATION RECOVERY (1995)
 FG0089
 FG0089'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (FSS)
 FG0089'RECOVERED IN GOOD CONDITION. NOTE--MARK WAS ENCASED BY A 4-INCH WHITE
 FG0089'PVC PIPE 6 INCHES LONG WITH A THREADED CAP.  THE DISK IS NOW RECESSED
 FG0089'5/10 OF A FOOT BELOW THE SURFACE OF THE CONCRETE PORCH FLOOR, 1 FOOT
 FG0089'(0.3 M) NORTH OF A 1 1/2 INCH VERTICAL METAL POST THAT SUPPORTS A
 FG0089'HANDICAP RAIL, AND 3 FFET WEST OF THE EXTENDED CENTERLINE OF THE
 FG0089'CONCRETE HANDICAP RAMP.
 FG0089
 FG0089                          STATION RECOVERY (1995)
 FG0089
 FG0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (FSS)
 FG0089'THE TABLET IS NOW RECESSED 0.5 FT (15.2 CM) BELOW THE SURFACE OF A
 FG0089'CONCRETE PORCH FLOOR, 1 FT (0.3 M) NORTH OF A 1-1/2 INCH VERTICAL
 FG0089'METAL POST THAT SUPPORTS A HANDICAP RAIL, AND 3 FT (0.9 M) WEST OF THE
 FG0089'EXTENDED CENTERLINE OF A CONCRETE HANDICAP RAMP.  ACCESS TO THE MARK
 FG0089'IS MAINTAINED THROUGH A 4 INCH WHITE PVC PIPE 6 INCHES LONG WITH A
 FG0089'THREADED CAP.
 FG0089
 FG0089                          STATION RECOVERY (2002)
 FG0089
 FG0089'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FG0089'RECOVERED IN GOOD CONDITION.
 FG0089
 FG0089                          STATION RECOVERY (2004)
 FG0089
 FG0089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TJS)
 FG0089'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1160 ***********************************************************************
 FG1160  DESIGNATION -  W 70
 FG1160  PID         -  FG1160
 FG1160  STATE/COUNTY-  AR/PERRY
 FG1160  USGS QUAD   -  CASA (1972)
 FG1160
 FG1160                         *CURRENT SURVEY CONTROL
 FG1160  ___________________________________________________________________
 FG1160* NAD 83(1986)-  35 01 20.     (N)    093 02 47.     (W)     SCALED    
 FG1160* NAVD 88     -       112.936  (meters)     370.52   (feet)  ADJUSTED  
 FG1160  ___________________________________________________________________
 FG1160  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FG1160  DYNAMIC HT  -         112.827 (meters)     370.17  (feet)  COMP
 FG1160  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FG1160
 FG1160  VERT ORDER  -  SECOND    CLASS 0
 FG1160
 FG1160.The horizontal coordinates were scaled from a topographic map and have
 FG1160.an estimated accuracy of +/- 6 seconds.
 FG1160
 FG1160.The orthometric height was determined by differential leveling
 FG1160.and adjusted by the National Geodetic Survey in June 1991..
 FG1160
 FG1160.The geoid height was determined by GEOID03.
 FG1160
 FG1160.The dynamic height is computed by dividing the NAVD 88
 FG1160.geopotential number by the normal gravity value computed on the
 FG1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1160.degrees latitude (g = 980.6199 gals.).
 FG1160
 FG1160.The modeled gravity was interpolated from observed gravity values.
 FG1160
 FG1160;                    North         East    Units  Estimated Accuracy
 FG1160;SPC AR N     -    76,930.      304,510.      MT  (+/- 180 meters Scaled)
 FG1160
 FG1160                          SUPERSEDED SURVEY CONTROL
 FG1160
 FG1160  NGVD 29 (??/??/92)  112.928  (m)          370.50   (f) ADJ UNCH    2 0
 FG1160
 FG1160.Superseded values are not recommended for survey control.
 FG1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1160.See file dsdata.txt to determine how the superseded data were derived.
 FG1160
 FG1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU957755(NAD 83)
 FG1160_MARKER: DB = BENCH MARK DISK
 FG1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1160_STAMPING: W-70 1934
 FG1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1160
 FG1160  HISTORY     - Date     Condition        Report By
 FG1160  HISTORY     - 1934     MONUMENTED       CGS
 FG1160  HISTORY     - 1935     GOOD             NGS
 FG1160  HISTORY     - 1965     GOOD             USFS
 FG1160
 FG1160                          STATION DESCRIPTION
 FG1160
 FG1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1160'IN CASA.
 FG1160'IN THE TOWN OF CASA, AT CASA HIGH SCHOOL.  31.7 FEET SOUTH OF
 FG1160'NORTHWEST CORNER OF BUILDING.  6.8 FEET NORTH OF CENTER OF WEST
 FG1160'ENTRANCE.  5.7 FEET SOUTH OF SOUTH SIDE OF WINDOW.  4.4 FEET ABOVE
 FG1160'LEVEL OF GROUND.  BRONZE TABLET SET VERTICALLY IN WEST BRICK WALL OF
 FG1160'CASA HIGH SCHOOL.
 FG1160
 FG1160                          STATION RECOVERY (1965)
 FG1160
 FG1160'RECOVERY NOTE BY US FOREST SERVICE 1965
 FG1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0239 ***********************************************************************
 EJ0239  DESIGNATION -  W 71
 EJ0239  PID         -  EJ0239
 EJ0239  STATE/COUNTY-  AR/PULASKI
 EJ0239  USGS QUAD   -  MAYFLOWER (1987)
 EJ0239
 EJ0239                         *CURRENT SURVEY CONTROL
 EJ0239  ___________________________________________________________________
 EJ0239* NAD 83(1986)-  34 54 02.     (N)    092 29 53.     (W)     SCALED    
 EJ0239* NAVD 88     -        85.505  (meters)     280.53   (feet)  ADJUSTED  
 EJ0239  ___________________________________________________________________
 EJ0239  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EJ0239  DYNAMIC HT  -          85.425 (meters)     280.27  (feet)  COMP
 EJ0239  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 EJ0239
 EJ0239  VERT ORDER  -  SECOND    CLASS 0
 EJ0239
 EJ0239.The horizontal coordinates were scaled from a topographic map and have
 EJ0239.an estimated accuracy of +/- 6 seconds.
 EJ0239
 EJ0239.The orthometric height was determined by differential leveling
 EJ0239.and adjusted by the National Geodetic Survey in June 1991..
 EJ0239
 EJ0239.The geoid height was determined by GEOID03.
 EJ0239
 EJ0239.The dynamic height is computed by dividing the NAVD 88
 EJ0239.geopotential number by the normal gravity value computed on the
 EJ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0239.degrees latitude (g = 980.6199 gals.).
 EJ0239
 EJ0239.The modeled gravity was interpolated from observed gravity values.
 EJ0239
 EJ0239;                    North         East    Units  Estimated Accuracy
 EJ0239;SPC AR S     -   647,890.      354,480.      MT  (+/- 180 meters Scaled)
 EJ0239
 EJ0239                          SUPERSEDED SURVEY CONTROL
 EJ0239
 EJ0239  NGVD 29 (??/??/92)   85.552  (m)          280.68   (f) ADJ UNCH    2 0
 EJ0239
 EJ0239.Superseded values are not recommended for survey control.
 EJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0239.See file dsdata.txt to determine how the superseded data were derived.
 EJ0239
 EJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU458621(NAD 83)
 EJ0239_MARKER: DB = BENCH MARK DISK
 EJ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0239_STAMPING: W-71 1934
 EJ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0239+STABILITY: SURFACE MOTION
 EJ0239
 EJ0239  HISTORY     - Date     Condition        Report By
 EJ0239  HISTORY     - 1934     MONUMENTED       CGS
 EJ0239  HISTORY     - 1935     GOOD             NGS
 EJ0239  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0239  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0239
 EJ0239                          STATION DESCRIPTION
 EJ0239
 EJ0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0239'IN ROLAND.
 EJ0239'IN THE TOWN OF ROLAND, AT C.R.I. AND P. RAILWAY STATION.  110 FEET
 EJ0239'WEST OF SOUTHWEST CORNER OF C.R.I. AND P. RAILWAY STATION.  39.3 FEET
 EJ0239'SOUTH OF SOUTHEAST CORNER OF E.E. HALLS RESIDENCE.  37.6 FEET EAST OF
 EJ0239'SOUTHEAST CORNER OF HALLS STORE.  4.9 FEET WEST OF SOUTHEAST CORNER OF
 EJ0239'YARD FENCE.  1.1 FOOT SOUTH OF EAST-AND-WEST FENCE.  TABLET SET IN
 EJ0239'PRECAST CONCRETE POST.
 EJ0239
 EJ0239                          STATION RECOVERY (1989)
 EJ0239
 EJ0239'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0239'MARK NOT FOUND.
 EJ0239
 EJ0239                          STATION RECOVERY (1990)
 EJ0239
 EJ0239'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0259 ***********************************************************************
 EJ0259  DESIGNATION -  W 72
 EJ0259  PID         -  EJ0259
 EJ0259  STATE/COUNTY-  AR/PULASKI
 EJ0259  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0259
 EJ0259                         *CURRENT SURVEY CONTROL
 EJ0259  ___________________________________________________________________
 EJ0259* NAD 83(1986)-  34 46 50.     (N)    092 19 34.     (W)     SCALED    
 EJ0259* NAVD 88     -        79.515  (meters)     260.88   (feet)  ADJUSTED  
 EJ0259  ___________________________________________________________________
 EJ0259  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EJ0259  DYNAMIC HT  -          79.441 (meters)     260.63  (feet)  COMP
 EJ0259  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 EJ0259
 EJ0259  VERT ORDER  -  SECOND    CLASS 0
 EJ0259
 EJ0259.The horizontal coordinates were scaled from a topographic map and have
 EJ0259.an estimated accuracy of +/- 6 seconds.
 EJ0259
 EJ0259.The orthometric height was determined by differential leveling
 EJ0259.and adjusted by the National Geodetic Survey in June 1991..
 EJ0259
 EJ0259.The geoid height was determined by GEOID03.
 EJ0259
 EJ0259.The dynamic height is computed by dividing the NAVD 88
 EJ0259.geopotential number by the normal gravity value computed on the
 EJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0259.degrees latitude (g = 980.6199 gals.).
 EJ0259
 EJ0259.The modeled gravity was interpolated from observed gravity values.
 EJ0259
 EJ0259;                    North         East    Units  Estimated Accuracy
 EJ0259;SPC AR S     -   634,510.      370,150.      MT  (+/- 180 meters Scaled)
 EJ0259
 EJ0259                          SUPERSEDED SURVEY CONTROL
 EJ0259
 EJ0259  NGVD 29 (??/??/92)   79.562  (m)          261.03   (f) ADJ UNCH    2 0
 EJ0259
 EJ0259.Superseded values are not recommended for survey control.
 EJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0259.See file dsdata.txt to determine how the superseded data were derived.
 EJ0259
 EJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU616489(NAD 83)
 EJ0259_MARKER: DB = BENCH MARK DISK
 EJ0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0259_SP_SET: CONCRETE CULVERT
 EJ0259_STAMPING: W-72 1934
 EJ0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0259
 EJ0259  HISTORY     - Date     Condition        Report By
 EJ0259  HISTORY     - 1934     MONUMENTED       CGS
 EJ0259  HISTORY     - 1984     GOOD             NGS
 EJ0259  HISTORY     - 1987     GOOD             USPSQD
 EJ0259  HISTORY     - 1989     GOOD             USPSQD
 EJ0259  HISTORY     - 1990     GOOD             USPSQD
 EJ0259
 EJ0259                          STATION DESCRIPTION
 EJ0259
 EJ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0259'4.0 MI NW FROM LITTLE ROCK.
 EJ0259'4.0 MILES NORTHWEST OF, ALONG C.R.I. AND P.RY. FROM UNION STATION.
 EJ0259'TABLET SET HORIZONTALLY ON NORTHEAST CORNER OF 10 X 15 FT. CONCRETE
 EJ0259'CULVERT UNDER RAILROAD.  ABOUT 400 FEET EAST OF TELEPHONE POLE MARKED
 EJ0259'143+10.  11.5 FEET NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EJ0259'PACIFIC R.R.  1 FT. WEST OF EAST END OF ABUTMENT.  .9 FT. SOUTH OF
 EJ0259'NORTH EDGE OF ABUTMENT.
 EJ0259
 EJ0259                          STATION RECOVERY (1984)
 EJ0259
 EJ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0259'ABOUT 3.0 KM (1.9 MI) ALONG REDASMEN PARK ROAD FROM THE JUNCTION OF
 EJ0259'STATE HIGHWAY 10 (CANTRELL ROAD) AT A BRIDGE OVER A CREEK. THE DISK
 EJ0259'IS SET IN THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT
 EJ0259'UNDER THE RAILROAD TRACKS. ABOUT 2.74 MI, 9.0 FT, NORTH OF THE NORTH
 EJ0259'RAIL OF THE TRACKS AND 0.3 MI, 1.0 FT. WEST OF THE EAST END OF THE
 EJ0259'NORTH HEADWALL, 0.27 MI, 0.9 FT. SOUTH OF THE NORTH FACE
 EJ0259
 EJ0259                          STATION RECOVERY (1987)
 EJ0259
 EJ0259'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EJ0259'RECOVERED IN GOOD CONDITION.
 EJ0259
 EJ0259                          STATION RECOVERY (1989)
 EJ0259
 EJ0259'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0259'RECOVERED IN GOOD CONDITION.
 EJ0259
 EJ0259                          STATION RECOVERY (1990)
 EJ0259
 EJ0259'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1167 ***********************************************************************
 FF1167  DESIGNATION -  W 74
 FF1167  PID         -  FF1167
 FF1167  STATE/COUNTY-  AR/JACKSON
 FF1167  USGS QUAD   -  AUVERGNE (1981)
 FF1167
 FF1167                         *CURRENT SURVEY CONTROL
 FF1167  ___________________________________________________________________
 FF1167* NAD 83(1986)-  35 33 51.     (N)    091 13 49.     (W)     SCALED    
 FF1167* NAVD 88     -        70.313  (meters)     230.69   (feet)  ADJUSTED  
 FF1167  ___________________________________________________________________
 FF1167  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF1167  DYNAMIC HT  -          70.252 (meters)     230.49  (feet)  COMP
 FF1167  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 FF1167
 FF1167  VERT ORDER  -  SECOND    CLASS 0
 FF1167
 FF1167.The horizontal coordinates were scaled from a topographic map and have
 FF1167.an estimated accuracy of +/- 6 seconds.
 FF1167
 FF1167.The orthometric height was determined by differential leveling
 FF1167.and adjusted by the National Geodetic Survey in June 1991..
 FF1167
 FF1167.The geoid height was determined by GEOID03.
 FF1167
 FF1167.The dynamic height is computed by dividing the NAVD 88
 FF1167.geopotential number by the normal gravity value computed on the
 FF1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1167.degrees latitude (g = 980.6199 gals.).
 FF1167
 FF1167.The modeled gravity was interpolated from observed gravity values.
 FF1167
 FF1167;                    North         East    Units  Estimated Accuracy
 FF1167;SPC AR N     -   136,820.      469,780.      MT  (+/- 180 meters Scaled)
 FF1167
 FF1167                          SUPERSEDED SURVEY CONTROL
 FF1167
 FF1167  NGVD 29 (??/??/??)   70.254  (m)          230.49   (f) ADJUSTED    2 0
 FF1167
 FF1167.Superseded values are not recommended for survey control.
 FF1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1167.See file dsdata.txt to determine how the superseded data were derived.
 FF1167
 FF1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV603370(NAD 83)
 FF1167_MARKER: DB = BENCH MARK DISK
 FF1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1167_STAMPING: W 74 1934
 FF1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1167+STABILITY: SURFACE MOTION
 FF1167
 FF1167  HISTORY     - Date     Condition        Report By
 FF1167  HISTORY     - 1934     MONUMENTED       CGS
 FF1167  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1167
 FF1167                          STATION DESCRIPTION
 FF1167
 FF1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1167'4.9 MI SE FROM NEWPORT.
 FF1167'4.9 MILES SOUTHEAST ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND
 FF1167'PACIFIC RAILROAD FROM THE POST OFFICE AT NEWPORT, JACKSON
 FF1167'COUNTY, AT A CURVE IN STATE HIGHWAY 17 LEADING WEST AWAY FROM
 FF1167'THE TRACK, 52 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 FF1167'AND 12 FEET WEST OF A LARGE OAK TREE.  A STANDARD DISK, STAMPED
 FF1167'W 74 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE OLD
 FF1167'RAILROAD WAS DESTROYED.
 FF1167
 FF1167                          STATION RECOVERY (1964)
 FF1167
 FF1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0887 ***********************************************************************
 FF0887  DESIGNATION -  W 75
 FF0887  PID         -  FF0887
 FF0887  STATE/COUNTY-  AR/CRAIGHEAD
 FF0887  USGS QUAD   -  HERMAN (1980)
 FF0887
 FF0887                         *CURRENT SURVEY CONTROL
 FF0887  ___________________________________________________________________
 FF0887* NAD 83(1986)-  35 50 46.     (N)    090 50 07.     (W)     SCALED    
 FF0887* NAVD 88     -        79.959  (meters)     262.33   (feet)  ADJUSTED  
 FF0887  ___________________________________________________________________
 FF0887  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0887  DYNAMIC HT  -          79.891 (meters)     262.11  (feet)  COMP
 FF0887  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 FF0887
 FF0887  VERT ORDER  -  SECOND    CLASS 0
 FF0887
 FF0887.The horizontal coordinates were scaled from a topographic map and have
 FF0887.an estimated accuracy of +/- 6 seconds.
 FF0887
 FF0887.The orthometric height was determined by differential leveling
 FF0887.and adjusted by the National Geodetic Survey in June 1991..
 FF0887
 FF0887.The geoid height was determined by GEOID03.
 FF0887
 FF0887.The dynamic height is computed by dividing the NAVD 88
 FF0887.geopotential number by the normal gravity value computed on the
 FF0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0887.degrees latitude (g = 980.6199 gals.).
 FF0887
 FF0887.The modeled gravity was interpolated from observed gravity values.
 FF0887
 FF0887;                    North         East    Units  Estimated Accuracy
 FF0887;SPC AR N     -   168,450.      505,210.      MT  (+/- 180 meters Scaled)
 FF0887
 FF0887                          SUPERSEDED SURVEY CONTROL
 FF0887
 FF0887  NGVD 29 (??/??/??)   79.878  (m)          262.07   (f) ADJUSTED    2 0
 FF0887
 FF0887.Superseded values are not recommended for survey control.
 FF0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0887.See file dsdata.txt to determine how the superseded data were derived.
 FF0887
 FF0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV954690(NAD 83)
 FF0887_MARKER: DB = BENCH MARK DISK
 FF0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0887_STAMPING: W 75 193
 FF0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0887+STABILITY: SURFACE MOTION
 FF0887
 FF0887  HISTORY     - Date     Condition        Report By
 FF0887  HISTORY     - 1934     MONUMENTED       CGS
 FF0887  HISTORY     - 1938     GOOD             CGS
 FF0887  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0887
 FF0887                          STATION DESCRIPTION
 FF0887
 FF0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0887'7.4 MI S FROM BONO.
 FF0887'ALONG U.S. HIGHWAY 63 AND STATE HIGHWAY 18 FROM BONO, 3.9 MILES
 FF0887'WEST OF JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 18, 48
 FF0887'FEET SOUTH OF CENTER OF STATE HIGHWAY 18, 42 FEET WEST OF CENTER
 FF0887'OF GATE TO HOME OF SAMUEL NOELL, AT FENCE CORNER STANDARD TABLET
 FF0887'SET IN CONCRETE POST.
 FF0887
 FF0887                          STATION RECOVERY (2002)
 FF0887
 FF0887'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0695 ***********************************************************************
 FF0695  DESIGNATION -  W 76
 FF0695  PID         -  FF0695
 FF0695  STATE/COUNTY-  AR/CROSS
 FF0695  USGS QUAD   -  VANNDALE (1984)
 FF0695
 FF0695                         *CURRENT SURVEY CONTROL
 FF0695  ___________________________________________________________________
 FF0695* NAD 83(1986)-  35 18 53.     (N)    090 46 24.     (W)     SCALED    
 FF0695* NAVD 88     -        83.728  (meters)     274.70   (feet)  ADJUSTED  
 FF0695  ___________________________________________________________________
 FF0695  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF0695  DYNAMIC HT  -          83.653 (meters)     274.45  (feet)  COMP
 FF0695  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 FF0695
 FF0695  VERT ORDER  -  SECOND    CLASS 0
 FF0695
 FF0695.The horizontal coordinates were scaled from a topographic map and have
 FF0695.an estimated accuracy of +/- 6 seconds.
 FF0695
 FF0695.The orthometric height was determined by differential leveling
 FF0695.and adjusted by the National Geodetic Survey in June 1991..
 FF0695
 FF0695.The geoid height was determined by GEOID03.
 FF0695
 FF0695.The dynamic height is computed by dividing the NAVD 88
 FF0695.geopotential number by the normal gravity value computed on the
 FF0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0695.degrees latitude (g = 980.6199 gals.).
 FF0695
 FF0695.The modeled gravity was interpolated from observed gravity values.
 FF0695
 FF0695;                    North         East    Units  Estimated Accuracy
 FF0695;SPC AR N     -   109,570.      511,540.      MT  (+/- 180 meters Scaled)
 FF0695
 FF0695                          SUPERSEDED SURVEY CONTROL
 FF0695
 FF0695  NGVD 29 (??/??/??)   83.663  (m)          274.48   (f) ADJUSTED    2 0
 FF0695
 FF0695.Superseded values are not recommended for survey control.
 FF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0695.See file dsdata.txt to determine how the superseded data were derived.
 FF0695
 FF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV024102(NAD 83)
 FF0695_MARKER: DB = BENCH MARK DISK
 FF0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0695_STAMPING: W 76 1934
 FF0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0695+STABILITY: SURFACE MOTION
 FF0695
 FF0695  HISTORY     - Date     Condition        Report By
 FF0695  HISTORY     - 1934     MONUMENTED       CGS
 FF0695  HISTORY     - 1956     GOOD             CGS
 FF0695  HISTORY     - 20030505 POOR             USACE
 FF0695
 FF0695                          STATION DESCRIPTION
 FF0695
 FF0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0695'AT VANNDALE.
 FF0695'ABOUT 6.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0695'THE STATION AT WYNNE, CROSS COUNTY, AT VANNDALE, ABOUT 530 FEET
 FF0695'NORTH OF THE STATION, ACROSS THE TRACK FROM THE OLD COUNTY
 FF0695'COURTHOUSE, 36 FEET WEST OF THE CENTER LINE OF THE TRACK, 54
 FF0695'FEET EAST OF THE CENTER LINE OF THE MAIN STREET, AND 21 FEET
 FF0695'SOUTH OF A POLE.  A STANDARD DISK, STAMPED W 76 1934 AND SET IN
 FF0695'THE TOP OF A CONCRETE POST.
 FF0695
 FF0695                          STATION RECOVERY (2003)
 FF0695
 FF0695'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0695'OLD COURTHOUSE BUILDING TORN DOWN. MOBILE HOME AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1445 ***********************************************************************
 DK1445  DESIGNATION -  W 77
 DK1445  PID         -  DK1445
 DK1445  STATE/COUNTY-  AR/DREW
 DK1445  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1445
 DK1445                         *CURRENT SURVEY CONTROL
 DK1445  ___________________________________________________________________
 DK1445* NAD 83(1986)-  33 44 33.     (N)    091 49 22.     (W)     SCALED    
 DK1445* NAVD 88     -       116.672  (meters)     382.78   (feet)  ADJUSTED  
 DK1445  ___________________________________________________________________
 DK1445  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DK1445  DYNAMIC HT  -         116.554 (meters)     382.39  (feet)  COMP
 DK1445  MODELED GRAV-     979,622.8   (mgal)                       NAVD 88
 DK1445
 DK1445  VERT ORDER  -  SECOND    CLASS 0
 DK1445
 DK1445.The horizontal coordinates were scaled from a topographic map and have
 DK1445.an estimated accuracy of +/- 6 seconds.
 DK1445
 DK1445.The orthometric height was determined by differential leveling
 DK1445.and adjusted by the National Geodetic Survey in June 1991..
 DK1445
 DK1445.The geoid height was determined by GEOID03.
 DK1445
 DK1445.The dynamic height is computed by dividing the NAVD 88
 DK1445.geopotential number by the normal gravity value computed on the
 DK1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1445.degrees latitude (g = 980.6199 gals.).
 DK1445
 DK1445.The modeled gravity was interpolated from observed gravity values.
 DK1445
 DK1445;                    North         East    Units  Estimated Accuracy
 DK1445;SPC AR S     -   519,340.      416,420.      MT  (+/- 180 meters Scaled)
 DK1445
 DK1445                          SUPERSEDED SURVEY CONTROL
 DK1445
 DK1445  NGVD 29 (??/??/??)  116.770  (m)          383.10   (f) ADJUSTED    2 0
 DK1445
 DK1445.Superseded values are not recommended for survey control.
 DK1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1445.See file dsdata.txt to determine how the superseded data were derived.
 DK1445
 DK1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT090342(NAD 83)
 DK1445_MARKER: DB = BENCH MARK DISK
 DK1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1445_STAMPING: W-77 1935
 DK1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1445+STABILITY: SURFACE MOTION
 DK1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1445+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2005
 DK1445
 DK1445  HISTORY     - Date     Condition        Report By
 DK1445  HISTORY     - 1935     MONUMENTED       CGS
 DK1445  HISTORY     - 1973     GOOD             USGS
 DK1445  HISTORY     - 20051121 GOOD             ARHD
 DK1445
 DK1445                          STATION DESCRIPTION
 DK1445
 DK1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1445'9.3 MI N FROM MONTICELLO.
 DK1445'9.3 MILES NORTH OF, ALONG ST.HWY.13, FROM COURTHOUSE.  ABOUT 610 FEET
 DK1445'SOUTH OF THE FRONT DOOR OF THE MONTONGO RURAL SCHOOL HOUSE. ABOUT 440
 DK1445'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LOOP STORE AND SERVICE
 DK1445'STATION.  ABOUT 140 FEET SOUTH OF THE WEST END OF A CORRUGATED IRON
 DK1445'HIGHWAY CULVERT.  33 FEET WEST OF CENTER OF STATE HIGHWAY 13. TABLET
 DK1445'SET IN PRECAST CONCRETE POST.  NOTE-- CHANGE DESCRIPTION TO 39 FT W
 DK1445'AND 295 FEET SOUTH OF JUNCTION OF COUNTY ROAD WITH STATE HWY 81.
 DK1445
 DK1445                          STATION RECOVERY (1973)
 DK1445
 DK1445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DK1445'RECOVERED IN GOOD CONDITION.
 DK1445
 DK1445                          STATION RECOVERY (2005)
 DK1445
 DK1445'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DK1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0710 ***********************************************************************
 EJ0710  DESIGNATION -  W 79
 EJ0710  PID         -  EJ0710
 EJ0710  STATE/COUNTY-  AR/SALINE
 EJ0710  USGS QUAD   -  BENTON (1984)
 EJ0710
 EJ0710                         *CURRENT SURVEY CONTROL
 EJ0710  ___________________________________________________________________
 EJ0710* NAD 83(1986)-  34 31 09.     (N)    092 31 17.     (W)     SCALED    
 EJ0710* NAVD 88     -       117.568  (meters)     385.72   (feet)  ADJUSTED  
 EJ0710  ___________________________________________________________________
 EJ0710  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EJ0710  DYNAMIC HT  -         117.457 (meters)     385.36  (feet)  COMP
 EJ0710  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 EJ0710
 EJ0710  VERT ORDER  -  SECOND    CLASS 0
 EJ0710
 EJ0710.The horizontal coordinates were scaled from a topographic map and have
 EJ0710.an estimated accuracy of +/- 6 seconds.
 EJ0710
 EJ0710.The orthometric height was determined by differential leveling
 EJ0710.and adjusted by the National Geodetic Survey in June 1991..
 EJ0710
 EJ0710.The geoid height was determined by GEOID03.
 EJ0710
 EJ0710.The dynamic height is computed by dividing the NAVD 88
 EJ0710.geopotential number by the normal gravity value computed on the
 EJ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0710.degrees latitude (g = 980.6199 gals.).
 EJ0710
 EJ0710.The modeled gravity was interpolated from observed gravity values.
 EJ0710
 EJ0710;                    North         East    Units  Estimated Accuracy
 EJ0710;SPC AR S     -   605,590.      352,130.      MT  (+/- 180 meters Scaled)
 EJ0710
 EJ0710                          SUPERSEDED SURVEY CONTROL
 EJ0710
 EJ0710  NGVD 29 (??/??/92)  117.597  (m)          385.82   (f) ADJ UNCH    2 0
 EJ0710
 EJ0710.Superseded values are not recommended for survey control.
 EJ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0710.See file dsdata.txt to determine how the superseded data were derived.
 EJ0710
 EJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU439198(NAD 83)
 EJ0710_MARKER: DB = BENCH MARK DISK
 EJ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0710_STAMPING: W-79 1935
 EJ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0710+STABILITY: SURFACE MOTION
 EJ0710
 EJ0710  HISTORY     - Date     Condition        Report By
 EJ0710  HISTORY     - 1935     MONUMENTED       CGS
 EJ0710  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0710  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0710
 EJ0710                          STATION DESCRIPTION
 EJ0710
 EJ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0710'5.4 MI SE FROM BENTON.
 EJ0710'5.4 MILES SOUTHEAST OF, ALONG MO. PAC. R.R. FROM STATION SET AT
 EJ0710'RAILROAD CROSSING.  55.2 FT. NORTHEAST OF CENTERLINE OF COUNTY ROAD AT
 EJ0710'RAILROAD CROSSING.  46.9 FT. EAST OF CENTERLINE OF MISSOURI PACIFIC
 EJ0710'R.R. AT CATTLE GUARD.  34.1 FT. SOUTHEAST OF TELEPHONE POLE MARKED
 EJ0710'373+10.  29.9 FT. NORTH OF NORTH END OF CONCRETE PIPE UNDER COUNTY
 EJ0710'ROAD.  4 FT. WEST OF SOUTHEAST FENCE CORNER.  1.7 FT. NORTH OF
 EJ0710'EAST-WEST FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0710
 EJ0710                          STATION RECOVERY (1973)
 EJ0710
 EJ0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EJ0710'MARK NOT FOUND.
 EJ0710
 EJ0710                          STATION RECOVERY (1998)
 EJ0710
 EJ0710'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5264 ***********************************************************************
 DG5264  DESIGNATION -  W 7X
 DG5264  PID         -  DG5264
 DG5264  STATE/COUNTY-  AR/CLEBURNE
 DG5264  USGS QUAD   -  HEBER SPRINGS (1989)
 DG5264
 DG5264                         *CURRENT SURVEY CONTROL
 DG5264  ___________________________________________________________________
 DG5264* NAD 83(1997)-  35 29 29.41680(N)    092 01 56.09962(W)     ADJUSTED  
 DG5264* NAVD 88     -       108.22   (meters)     355.1    (feet)  LEVELING  
 DG5264  ___________________________________________________________________
 DG5264  X           -    -184,367.875 (meters)                     COMP
 DG5264  Y           -  -5,195,754.151 (meters)                     COMP
 DG5264  Z           -   3,682,447.448 (meters)                     COMP
 DG5264  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DG5264  ELLIP HEIGHT-          80.71  (meters)          (04/05/04) GPS OBS
 DG5264  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DG5264
 DG5264  HORZ ORDER  -  B
 DG5264  VERT ORDER  -  THIRD ?
 DG5264  ELLP ORDER  -  FOURTH    CLASS I
 DG5264
 DG5264.The horizontal coordinates were established by GPS observations
 DG5264.and adjusted by the National Geodetic Survey in April 2004..
 DG5264
 DG5264.The orthometric height was determined by differential leveling.
 DG5264.The vertical network tie was performed by a horz. field party for horz.
 DG5264.obs reductions. Reset procedures were used to establish the elevation.
 DG5264
 DG5264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5264
 DG5264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5264
 DG5264.The ellipsoidal height was determined by GPS observations
 DG5264.and is referenced to NAD 83.
 DG5264
 DG5264.The geoid height was determined by GEOID03.
 DG5264
 DG5264;                    North         East     Units Scale Factor Converg.
 DG5264;SPC AR N     -   128,489.528   397,073.862   MT  0.99993724   -0 01 07.6
 DG5264;SPC AR N     -   421,552.73  1,302,733.16   sFT  0.99993724   -0 01 07.6
 DG5264;UTM  15      - 3,927,981.695   587,778.869   MT  0.99969495   +0 33 42.8
 DG5264
 DG5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5264!SPC AR N     -   0.99998733  x   0.99993724  =   0.99992457
 DG5264!UTM  15      -   0.99998733  x   0.99969495  =   0.99968229
 DG5264
 DG5264                          SUPERSEDED SURVEY CONTROL
 DG5264
 DG5264.No superseded survey control is available for this station.
 DG5264
 DG5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8777927982(NAD 83)
 DG5264_MARKER: F = FLANGE-ENCASED ROD
 DG5264_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5264+WITH SETTING: INFORMATION.
 DG5264_STAMPING: W 7X 2002
 DG5264_MARK LOGO: USACE 
 DG5264_PROJECTION: FLUSH
 DG5264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5264+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DG5264_ROD/PIPE-DEPTH:  2.1 meters
 DG5264
 DG5264  HISTORY     - Date     Condition        Report By
 DG5264  HISTORY     - 20020607 MONUMENTED       EMCINC
 DG5264
 DG5264                          STATION DESCRIPTION
 DG5264
 DG5264'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5264'THE MARK IS LOCATED IN HEBER SPRINGS, ARKANSAS AT THE NORTH SIDE OF
 DG5264'THE CLEBURNE COUNTY COURTHOUSE. THE MARK IS 12.1 METERS (39.7 FEET)
 DG5264'SOUTH OF THE CENTER OF WEST MAIN STREET, 40.7 METERS (133.6 FEET)
 DG5264'NORTH, NORTHWEST OF BENCH MARK W 7, 23.3 METERS (76.4 FEET) WEST,
 DG5264'NORTHWEST OF A FLAG POLE AND 21.2 METERS (69.5 FEET) EAST OF A POWER
 DG5264'POLE AT THE CORNER OF WEST MAIN STREET AND NORTH FOURTH STREET.THE
 DG5264'MARK IS A U.S. ARMY CORPS OF ENGINEERS BRONZE DISC SET FLUSH IN A
 DG5264'CONCRETE SIDEWALK ON THE NORTH SIDE OF THE CLEBURNE COUNTY COURTHOUSE.
 DG5264'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1207 ***********************************************************************
 FF1207  DESIGNATION -  W 8
 FF1207  PID         -  FF1207
 FF1207  STATE/COUNTY-  AR/WHITE
 FF1207  USGS QUAD   -  BRADFORD (1980)
 FF1207
 FF1207                         *CURRENT SURVEY CONTROL
 FF1207  ___________________________________________________________________
 FF1207* NAD 83(1986)-  35 25 20.     (N)    091 27 17.     (W)     SCALED    
 FF1207* NAVD 88     -        73.846  (meters)     242.28   (feet)  ADJUSTED  
 FF1207  ___________________________________________________________________
 FF1207  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1207  DYNAMIC HT  -          73.782 (meters)     242.07  (feet)  COMP
 FF1207  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 FF1207
 FF1207  VERT ORDER  -  FIRST     CLASS II
 FF1207
 FF1207.The horizontal coordinates were scaled from a topographic map and have
 FF1207.an estimated accuracy of +/- 6 seconds.
 FF1207
 FF1207.The orthometric height was determined by differential leveling
 FF1207.and adjusted by the National Geodetic Survey in June 1991..
 FF1207
 FF1207.The geoid height was determined by GEOID03.
 FF1207
 FF1207.The dynamic height is computed by dividing the NAVD 88
 FF1207.geopotential number by the normal gravity value computed on the
 FF1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1207.degrees latitude (g = 980.6199 gals.).
 FF1207
 FF1207.The modeled gravity was interpolated from observed gravity values.
 FF1207
 FF1207;                    North         East    Units  Estimated Accuracy
 FF1207;SPC AR N     -   120,940.      449,520.      MT  (+/- 180 meters Scaled)
 FF1207
 FF1207                          SUPERSEDED SURVEY CONTROL
 FF1207
 FF1207  NGVD 29 (??/??/??)   73.793  (m)          242.10   (f) ADJUSTED    1 2
 FF1207
 FF1207.Superseded values are not recommended for survey control.
 FF1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1207.See file dsdata.txt to determine how the superseded data were derived.
 FF1207
 FF1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV402209(NAD 83)
 FF1207_MARKER: DB = BENCH MARK DISK
 FF1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1207_STAMPING: 242.103 W 8 1931
 FF1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1207+STABILITY: SURFACE MOTION
 FF1207
 FF1207  HISTORY     - Date     Condition        Report By
 FF1207  HISTORY     - 1931     MONUMENTED       CGS
 FF1207  HISTORY     - 1934     GOOD             CGS
 FF1207  HISTORY     - 20020419 MARK NOT FOUND   USACE
 FF1207
 FF1207                          STATION DESCRIPTION
 FF1207
 FF1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1207'AT BRADFORD.
 FF1207'AT BRADFORD, WHITE COUNTY, 29 FEET SOUTHWEST OF THE SOUTH END OF
 FF1207'THE MISSOURI PACIFIC RAILROAD STATION, AND 55 FEET WEST OF THE
 FF1207'CENTER LINE OF THE SOUTHWEST-BOUND TRACK.  A STANDARD DISK,
 FF1207'STAMPED 242.103 W 8 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FF1207
 FF1207                          STATION RECOVERY (1934)
 FF1207
 FF1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1207'RECOVERED IN GOOD CONDITION.
 FF1207
 FF1207                          STATION RECOVERY (2002)
 FF1207
 FF1207'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0706 ***********************************************************************
 EJ0706  DESIGNATION -  W 80
 EJ0706  PID         -  EJ0706
 EJ0706  STATE/COUNTY-  AR/SALINE
 EJ0706  USGS QUAD   -  TRASKWOOD (1984)
 EJ0706
 EJ0706                         *CURRENT SURVEY CONTROL
 EJ0706  ___________________________________________________________________
 EJ0706* NAD 83(1986)-  34 25 01.     (N)    092 38 10.     (W)     SCALED    
 EJ0706* NAVD 88     -        75.712  (meters)     248.40   (feet)  ADJUSTED  
 EJ0706  ___________________________________________________________________
 EJ0706  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EJ0706  DYNAMIC HT  -          75.640 (meters)     248.16  (feet)  COMP
 EJ0706  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 EJ0706
 EJ0706  VERT ORDER  -  SECOND    CLASS 0
 EJ0706
 EJ0706.The horizontal coordinates were scaled from a topographic map and have
 EJ0706.an estimated accuracy of +/- 6 seconds.
 EJ0706
 EJ0706.The orthometric height was determined by differential leveling
 EJ0706.and adjusted by the National Geodetic Survey in June 1991..
 EJ0706
 EJ0706.The geoid height was determined by GEOID03.
 EJ0706
 EJ0706.The dynamic height is computed by dividing the NAVD 88
 EJ0706.geopotential number by the normal gravity value computed on the
 EJ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0706.degrees latitude (g = 980.6199 gals.).
 EJ0706
 EJ0706.The modeled gravity was interpolated from observed gravity values.
 EJ0706
 EJ0706;                    North         East    Units  Estimated Accuracy
 EJ0706;SPC AR S     -   594,310.      341,530.      MT  (+/- 180 meters Scaled)
 EJ0706
 EJ0706                          SUPERSEDED SURVEY CONTROL
 EJ0706
 EJ0706  NGVD 29 (??/??/92)   75.73   (m)          248.5    (f) COMPUTED    2 0
 EJ0706
 EJ0706.Superseded values are not recommended for survey control.
 EJ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0706.See file dsdata.txt to determine how the superseded data were derived.
 EJ0706
 EJ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU334084(NAD 83)
 EJ0706_MARKER: DB = BENCH MARK DISK
 EJ0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0706_STAMPING: W-80 1935
 EJ0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0706+STABILITY: SURFACE MOTION
 EJ0706
 EJ0706  HISTORY     - Date     Condition        Report By
 EJ0706  HISTORY     - 1935     MONUMENTED       CGS
 EJ0706
 EJ0706                          STATION DESCRIPTION
 EJ0706
 EJ0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0706'5.9 MI S FROM HASKELL.
 EJ0706'5.9 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  57.5 FEET
 EJ0706'NORTHEAST OF TELEPHONE POLE 5+25.  57 FEET NORTH OF CENTERLINE OF
 EJ0706'RAILROAD CROSSING.  48.2 FEET NORTHWEST OF CENTERLINE OF CHICAGO, ROCK
 EJ0706'ISLAND AND PACIFIC R.R.  21.4 FEET NORTHEAST OF CENTERLINE OF COUNTY
 EJ0706'ROAD.  3.2 FEET EAST OF WEST CORNER OF FENCE.  2.8 FEET SOUTHEAST OF
 EJ0706'FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0174 ***********************************************************************
 DL0174  DESIGNATION -  W 81
 DL0174  PID         -  DL0174
 DL0174  STATE/COUNTY-  AR/CALHOUN
 DL0174  USGS QUAD   -  HARRELL BRAKE (1981)
 DL0174
 DL0174                         *CURRENT SURVEY CONTROL
 DL0174  ___________________________________________________________________
 DL0174* NAD 83(1986)-  33 21 43.     (N)    092 29 30.     (W)     SCALED    
 DL0174* NAVD 88     -        28.543  (meters)      93.64   (feet)  ADJUSTED  
 DL0174  ___________________________________________________________________
 DL0174  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DL0174  DYNAMIC HT  -          28.513 (meters)      93.55  (feet)  COMP
 DL0174  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 DL0174
 DL0174  VERT ORDER  -  SECOND    CLASS 0
 DL0174
 DL0174.The horizontal coordinates were scaled from a topographic map and have
 DL0174.an estimated accuracy of +/- 6 seconds.
 DL0174
 DL0174.The orthometric height was determined by differential leveling
 DL0174.and adjusted by the National Geodetic Survey in June 1991..
 DL0174
 DL0174.The geoid height was determined by GEOID03.
 DL0174
 DL0174.The dynamic height is computed by dividing the NAVD 88
 DL0174.geopotential number by the normal gravity value computed on the
 DL0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0174.degrees latitude (g = 980.6199 gals.).
 DL0174
 DL0174.The modeled gravity was interpolated from observed gravity values.
 DL0174
 DL0174;                    North         East    Units  Estimated Accuracy
 DL0174;SPC AR S     -   477,230.      354,240.      MT  (+/- 180 meters Scaled)
 DL0174
 DL0174                          SUPERSEDED SURVEY CONTROL
 DL0174
 DL0174  NGVD 29 (??/??/92)   28.588  (m)           93.79   (f) ADJ UNCH    2 0
 DL0174
 DL0174.Superseded values are not recommended for survey control.
 DL0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0174.See file dsdata.txt to determine how the superseded data were derived.
 DL0174
 DL0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS472915(NAD 83)
 DL0174_MARKER: DB = BENCH MARK DISK
 DL0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0174_STAMPING: W 81 1935
 DL0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0174+STABILITY: SURFACE MOTION
 DL0174
 DL0174  HISTORY     - Date     Condition        Report By
 DL0174  HISTORY     - 1935     MONUMENTED       CGS
 DL0174  HISTORY     - 1964     GOOD             NGS
 DL0174  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0174
 DL0174                          STATION DESCRIPTION
 DL0174
 DL0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0174'3.9 MI NE FROM CALION.
 DL0174'IN CALHOUN COUNTY, 3.9 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND
 DL0174'AND PACIFIC RAILROAD FROM THE STATION AT CALION, UNION COUNTY, 300
 DL0174'FEET NORTH OF A CATTLE GUARD, 93 FEET SOUTH OF POLE 84/28, 41.3 FEET
 DL0174'WEST OF THE CENTER LINE OF THE TRACK, AND 1.5 FEET EAST OF THE
 DL0174'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 81 1935 AND SET IN THE
 DL0174'TOP OF A CONCRETE POST.
 DL0174
 DL0174                          STATION RECOVERY (1964)
 DL0174
 DL0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0174'RECOVERED IN GOOD CONDITION.
 DL0174
 DL0174                          STATION RECOVERY (1977)
 DL0174
 DL0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1414 ***********************************************************************
 DK1414  DESIGNATION -  W 82
 DK1414  PID         -  DK1414
 DK1414  STATE/COUNTY-  AR/DREW
 DK1414  USGS QUAD   -  COLLINS (1960)
 DK1414
 DK1414                         *CURRENT SURVEY CONTROL
 DK1414  ___________________________________________________________________
 DK1414* NAD 83(1986)-  33 31 55.     (N)    091 33 58.     (W)     SCALED    
 DK1414* NAVD 88     -        51.671  (meters)     169.52   (feet)  ADJUSTED  
 DK1414  ___________________________________________________________________
 DK1414  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DK1414  DYNAMIC HT  -          51.618 (meters)     169.35  (feet)  COMP
 DK1414  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 DK1414
 DK1414  VERT ORDER  -  SECOND    CLASS 0
 DK1414
 DK1414.The horizontal coordinates were scaled from a topographic map and have
 DK1414.an estimated accuracy of +/- 6 seconds.
 DK1414
 DK1414.The orthometric height was determined by differential leveling
 DK1414.and adjusted by the National Geodetic Survey in June 1991..
 DK1414
 DK1414.The geoid height was determined by GEOID03.
 DK1414
 DK1414.The dynamic height is computed by dividing the NAVD 88
 DK1414.geopotential number by the normal gravity value computed on the
 DK1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1414.degrees latitude (g = 980.6199 gals.).
 DK1414
 DK1414.The modeled gravity was interpolated from observed gravity values.
 DK1414
 DK1414;                    North         East    Units  Estimated Accuracy
 DK1414;SPC AR S     -   496,060.      440,300.      MT  (+/- 180 meters Scaled)
 DK1414
 DK1414                          SUPERSEDED SURVEY CONTROL
 DK1414
 DK1414  NGVD 29 (??/??/??)   51.781  (m)          169.88   (f) ADJUSTED    2 0
 DK1414
 DK1414.Superseded values are not recommended for survey control.
 DK1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1414.See file dsdata.txt to determine how the superseded data were derived.
 DK1414
 DK1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT331111(NAD 83)
 DK1414_MARKER: DB = BENCH MARK DISK
 DK1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1414_STAMPING: W 82 1935
 DK1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1414+STABILITY: SURFACE MOTION
 DK1414
 DK1414  HISTORY     - Date     Condition        Report By
 DK1414  HISTORY     - 1935     MONUMENTED       CGS
 DK1414  HISTORY     - 20060224 POOR             ARHD
 DK1414
 DK1414                          STATION DESCRIPTION
 DK1414
 DK1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1414'IN COLLINS.
 DK1414'AT COLLINS, DREW COUNTY, 33 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DK1414'MISSOURI PACIFIC RAILROAD STATION, 4.5 FEET EAST OF MILEPOST 430+10,
 DK1414'AND 18 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 DK1414'STAMPED W 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK1414
 DK1414                          STATION RECOVERY (2006)
 DK1414
 DK1414'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DK1414'CAP MISSING FROM CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0071 ***********************************************************************
 DL0071  DESIGNATION -  W 83
 DL0071  PID         -  DL0071
 DL0071  STATE/COUNTY-  AR/BRADLEY
 DL0071  USGS QUAD   -  MC KINNEY (1985)
 DL0071
 DL0071                         *CURRENT SURVEY CONTROL
 DL0071  ___________________________________________________________________
 DL0071* NAD 83(1986)-  33 38 00.     (N)    092 09 38.     (W)     SCALED    
 DL0071* NAVD 88     -        78.126  (meters)     256.32   (feet)  ADJUSTED  
 DL0071  ___________________________________________________________________
 DL0071  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DL0071  DYNAMIC HT  -          78.045 (meters)     256.05  (feet)  COMP
 DL0071  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 DL0071
 DL0071  VERT ORDER  -  SECOND    CLASS 0
 DL0071
 DL0071.The horizontal coordinates were scaled from a topographic map and have
 DL0071.an estimated accuracy of +/- 6 seconds.
 DL0071
 DL0071.The orthometric height was determined by differential leveling
 DL0071.and adjusted by the National Geodetic Survey in June 1991..
 DL0071
 DL0071.The geoid height was determined by GEOID03.
 DL0071
 DL0071.The dynamic height is computed by dividing the NAVD 88
 DL0071.geopotential number by the normal gravity value computed on the
 DL0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0071.degrees latitude (g = 980.6199 gals.).
 DL0071
 DL0071.The modeled gravity was interpolated from observed gravity values.
 DL0071
 DL0071;                    North         East    Units  Estimated Accuracy
 DL0071;SPC AR S     -   507,230.      385,110.      MT  (+/- 180 meters Scaled)
 DL0071
 DL0071                          SUPERSEDED SURVEY CONTROL
 DL0071
 DL0071  NGVD 29 (??/??/92)   78.205  (m)          256.58   (f) ADJ UNCH    2 0
 DL0071
 DL0071.Superseded values are not recommended for survey control.
 DL0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0071.See file dsdata.txt to determine how the superseded data were derived.
 DL0071
 DL0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT778218(NAD 83)
 DL0071_MARKER: DD = SURVEY DISK
 DL0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0071_STAMPING: W 83 1935
 DL0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0071+STABILITY: SURFACE MOTION
 DL0071
 DL0071  HISTORY     - Date     Condition        Report By
 DL0071  HISTORY     - 1935     MONUMENTED       CGS
 DL0071  HISTORY     - 1972     GOOD             USGS
 DL0071
 DL0071                          STATION DESCRIPTION
 DL0071
 DL0071'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DL0071'5.6 MI W FROM WARREN.
 DL0071'ABOUT 5.6 MI W. ALONG THE WARREN AND QUACHITA VALLEY RAILWAY FROM THE
 DL0071'STATION AT WARREN, BRADLEY COUNTY, T-12 S., R-10 W., NEAR THE W. 1/16
 DL0071'COR. BETWEEN SECS. 29 AND 32, ABOUT .25 MI E. OF A COUNTY RD. X-ING.,
 DL0071'678 FT E. OF PRIVATE RD. X-ING.  LEADING TO THE LEON ADAMS RESIDENCE,
 DL0071'AT THE 4TH POLE E. OF THE PRIVATE RD. X-ING.  30.4 FT S. OF THE
 DL0071'CENTERLINE OF THE TRACK, 4.4 FT N. OF A POLE, A STD. DISK, STAMPED W
 DL0071'83 1935 AND SET IN THE TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0385 ***********************************************************************
 EJ0385  DESIGNATION -  W 84
 EJ0385  PID         -  EJ0385
 EJ0385  STATE/COUNTY-  AR/SALINE
 EJ0385  USGS QUAD   -  SPRING LAKE (1987)
 EJ0385
 EJ0385                         *CURRENT SURVEY CONTROL
 EJ0385  ___________________________________________________________________
 EJ0385* NAD 83(1986)-  34 32 53.     (N)    092 16 52.     (W)     SCALED    
 EJ0385* NAVD 88     -        82.901  (meters)     271.98   (feet)  ADJUSTED  
 EJ0385  ___________________________________________________________________
 EJ0385  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EJ0385  DYNAMIC HT  -          82.822 (meters)     271.73  (feet)  COMP
 EJ0385  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 EJ0385
 EJ0385  VERT ORDER  -  SECOND    CLASS 0
 EJ0385
 EJ0385.The horizontal coordinates were scaled from a topographic map and have
 EJ0385.an estimated accuracy of +/- 6 seconds.
 EJ0385
 EJ0385.The orthometric height was determined by differential leveling
 EJ0385.and adjusted by the National Geodetic Survey in June 1991..
 EJ0385
 EJ0385.The geoid height was determined by GEOID03.
 EJ0385
 EJ0385.The dynamic height is computed by dividing the NAVD 88
 EJ0385.geopotential number by the normal gravity value computed on the
 EJ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0385.degrees latitude (g = 980.6199 gals.).
 EJ0385
 EJ0385.The modeled gravity was interpolated from observed gravity values.
 EJ0385
 EJ0385;                    North         East    Units  Estimated Accuracy
 EJ0385;SPC AR S     -   608,710.      374,200.      MT  (+/- 180 meters Scaled)
 EJ0385
 EJ0385                          SUPERSEDED SURVEY CONTROL
 EJ0385
 EJ0385  NGVD 29 (??/??/92)   82.946  (m)          272.13   (f) ADJ UNCH    2 0
 EJ0385
 EJ0385.Superseded values are not recommended for survey control.
 EJ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0385.See file dsdata.txt to determine how the superseded data were derived.
 EJ0385
 EJ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU659231(NAD 83)
 EJ0385_MARKER: DB = BENCH MARK DISK
 EJ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0385_STAMPING: W 84 1935
 EJ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0385+STABILITY: SURFACE MOTION
 EJ0385
 EJ0385  HISTORY     - Date     Condition        Report By
 EJ0385  HISTORY     - 1935     MONUMENTED       CGS
 EJ0385  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0385
 EJ0385                          STATION DESCRIPTION
 EJ0385
 EJ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0385'5.2 MI W FROM WOODSON.
 EJ0385'IN SALINE COUNTY, 5.2 MILES WEST ALONG A GRAVEL ROAD FROM THE MISSOURI
 EJ0385'PACIFIC RAILROAD STATION SIGN AT WOODSON, PULASKI COUNTY, 4.3 MILES
 EJ0385'EAST OF THE JUNCTION OF U. S. HIGHWAY 167, 0.6 MILE WEST OF THE
 EJ0385'JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO THE LAKESIDE COUNTRY CLUB,
 EJ0385'675 FEET EAST OF A CONCRETE CULVERT, 500 FEET WEST OF THE WEST END OF
 EJ0385'A ROAD FILL ACROSS A DRAW, AT THE TOP OF A HILL, 28 FEET NORTH OF THE
 EJ0385'CENTERLINE OF THE ROAD, 9.6 FEET NORTH OF A POLE, AND 4 FEET SOUTH OF
 EJ0385'THE FENCE.  A STANDARD DISK, STAMPED W 84 1935 AND SET IN THE TOP OF A
 EJ0385'CONCRETE POST.
 EJ0385
 EJ0385                          STATION RECOVERY (1984)
 EJ0385
 EJ0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RPS)
 EJ0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0931 ***********************************************************************
 FG0931  DESIGNATION -  W 85
 FG0931  PID         -  FG0931
 FG0931  STATE/COUNTY-  AR/JOHNSON
 FG0931  USGS QUAD   -  TREAT (1980)
 FG0931
 FG0931                         *CURRENT SURVEY CONTROL
 FG0931  ___________________________________________________________________
 FG0931* NAD 83(1986)-  35 34 31.     (N)    093 13 34.     (W)     SCALED    
 FG0931* NAVD 88     -       571.053  (meters)    1873.53   (feet)  ADJUSTED  
 FG0931  ___________________________________________________________________
 FG0931  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FG0931  DYNAMIC HT  -         570.489 (meters)    1871.68  (feet)  COMP
 FG0931  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 FG0931
 FG0931  VERT ORDER  -  SECOND    CLASS 0
 FG0931
 FG0931.The horizontal coordinates were scaled from a topographic map and have
 FG0931.an estimated accuracy of +/- 6 seconds.
 FG0931
 FG0931.The orthometric height was determined by differential leveling
 FG0931.and adjusted by the National Geodetic Survey in June 1991..
 FG0931
 FG0931.The geoid height was determined by GEOID03.
 FG0931
 FG0931.The dynamic height is computed by dividing the NAVD 88
 FG0931.geopotential number by the normal gravity value computed on the
 FG0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0931.degrees latitude (g = 980.6199 gals.).
 FG0931
 FG0931.The modeled gravity was interpolated from observed gravity values.
 FG0931
 FG0931;                    North         East    Units  Estimated Accuracy
 FG0931;SPC AR N     -   138,480.      288,870.      MT  (+/- 180 meters Scaled)
 FG0931
 FG0931                          SUPERSEDED SURVEY CONTROL
 FG0931
 FG0931  NGVD 29 (??/??/92)  570.990  (m)         1873.32   (f) ADJ UNCH    2 0
 FG0931
 FG0931.Superseded values are not recommended for survey control.
 FG0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0931.See file dsdata.txt to determine how the superseded data were derived.
 FG0931
 FG0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV795368(NAD 83)
 FG0931_MARKER: DB = BENCH MARK DISK
 FG0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0931_STAMPING: W 85 1935
 FG0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0931+STABILITY: SURFACE MOTION
 FG0931
 FG0931  HISTORY     - Date     Condition        Report By
 FG0931  HISTORY     - UNK      MONUMENTED       CGS
 FG0931  HISTORY     - 1935     GOOD             NGS
 FG0931
 FG0931                          STATION DESCRIPTION
 FG0931
 FG0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0931'2.0 MI SE FROM PILOT KNOB.
 FG0931'LOCATED 2.0 MILES SOUTHEAST OF PILOT KNOB, ALONG PILOT KNOB RD., FROM
 FG0931'PILOT MT. TOWER SIGNBOARD.  AT JUNCTION OF PILOT MT. RD. AND MEADOW
 FG0931'KNOB - PILOT KNOB RD.  ABOUT CENTER OF TRIANGLE FORMED BY ROAD FORKS
 FG0931'AND CROSS OVER.  49 FT. NORTHEAST OF CENTERLINE OF PILOT MT. RD.  38
 FG0931'FT. SOUTHEAST OF CENTERLINE OF CROSS OVER.  26 FT. WEST OF CENTERLINE
 FG0931'OF MEADOW KNOB - PILOT KNOB RD.  10.6 FT SOUTHWEST OF OAK TREE 1.5 FT.
 FG0931'IN DIAMETER AT BASE OF TREE BLAZED AND PAINTED BM. TABLET SET IN
 FG0931'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1378 ***********************************************************************
 FF1378  DESIGNATION -  W 86
 FF1378  PID         -  FF1378
 FF1378  STATE/COUNTY-  AR/WHITE
 FF1378  USGS QUAD   -  KENSETT (1994)
 FF1378
 FF1378                         *CURRENT SURVEY CONTROL
 FF1378  ___________________________________________________________________
 FF1378* NAD 83(1986)-  35 09 56.     (N)    091 41 06.     (W)     SCALED    
 FF1378* NAVD 88     -        65.371  (meters)     214.47   (feet)  ADJUSTED  
 FF1378  ___________________________________________________________________
 FF1378  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1378  DYNAMIC HT  -          65.312 (meters)     214.28  (feet)  COMP
 FF1378  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FF1378
 FF1378  VERT ORDER  -  FIRST     CLASS II
 FF1378
 FF1378.The horizontal coordinates were scaled from a topographic map and have
 FF1378.an estimated accuracy of +/- 6 seconds.
 FF1378
 FF1378.The orthometric height was determined by differential leveling
 FF1378.and adjusted by the National Geodetic Survey in June 1991..
 FF1378
 FF1378.The geoid height was determined by GEOID03.
 FF1378
 FF1378.The dynamic height is computed by dividing the NAVD 88
 FF1378.geopotential number by the normal gravity value computed on the
 FF1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1378.degrees latitude (g = 980.6199 gals.).
 FF1378
 FF1378.The modeled gravity was interpolated from observed gravity values.
 FF1378
 FF1378;                    North         East    Units  Estimated Accuracy
 FF1378;SPC AR N     -    92,370.      428,700.      MT  (+/- 180 meters Scaled)
 FF1378
 FF1378                          SUPERSEDED SURVEY CONTROL
 FF1378
 FF1378  NGVD 29 (??/??/??)   65.340  (m)          214.37   (f) ADJUSTED    1 2
 FF1378
 FF1378.Superseded values are not recommended for survey control.
 FF1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1378.See file dsdata.txt to determine how the superseded data were derived.
 FF1378
 FF1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU197921(NAD 83)
 FF1378_MARKER: DB = BENCH MARK DISK
 FF1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1378_STAMPING: W 86 1935
 FF1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1378+STABILITY: SURFACE MOTION
 FF1378
 FF1378  HISTORY     - Date     Condition        Report By
 FF1378  HISTORY     - 1935     MONUMENTED       CGS
 FF1378  HISTORY     - 1955     GOOD             CGS
 FF1378  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1378
 FF1378                          STATION DESCRIPTION
 FF1378
 FF1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1378'2.8 MI SE FROM HIGGINSON.
 FF1378'2.75 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1378'RAILROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT HIGGINSON,
 FF1378'0.15 MILE SOUTHEAST OF MILEPOST 31, AT A DIRT ROAD CROSSING, 48
 FF1378'FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 112 FEET SOUTH OF A
 FF1378'16 INCH OAK TREE, 37.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 1
 FF1378'FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FF1378'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FF1378
 FF1378                          STATION RECOVERY (2003)
 FF1378
 FF1378'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0244 ***********************************************************************
 EK0244  DESIGNATION -  W 87
 EK0244  PID         -  EK0244
 EK0244  STATE/COUNTY-  AR/SEVIER
 EK0244  USGS QUAD   -  GILLHAM DAM (1964)
 EK0244
 EK0244                         *CURRENT SURVEY CONTROL
 EK0244  ___________________________________________________________________
 EK0244* NAD 83(1986)-  34 08 18.     (N)    094 09 50.     (W)     SCALED    
 EK0244* NAVD 88     -       198.014  (meters)     649.65   (feet)  ADJUSTED  
 EK0244  ___________________________________________________________________
 EK0244  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EK0244  DYNAMIC HT  -         197.812 (meters)     648.99  (feet)  COMP
 EK0244  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 EK0244
 EK0244  VERT ORDER  -  SECOND    CLASS 0
 EK0244
 EK0244.The horizontal coordinates were scaled from a topographic map and have
 EK0244.an estimated accuracy of +/- 6 seconds.
 EK0244
 EK0244.The orthometric height was determined by differential leveling
 EK0244.and adjusted by the National Geodetic Survey in June 1991..
 EK0244
 EK0244.The geoid height was determined by GEOID03.
 EK0244
 EK0244.The dynamic height is computed by dividing the NAVD 88
 EK0244.geopotential number by the normal gravity value computed on the
 EK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0244.degrees latitude (g = 980.6199 gals.).
 EK0244
 EK0244.The modeled gravity was interpolated from observed gravity values.
 EK0244
 EK0244;                    North         East    Units  Estimated Accuracy
 EK0244;SPC AR S     -   565,340.      200,450.      MT  (+/- 180 meters Scaled)
 EK0244
 EK0244                          SUPERSEDED SURVEY CONTROL
 EK0244
 EK0244  NGVD 29 (??/??/92)  197.995  (m)          649.59   (f) ADJ UNCH    2 0
 EK0244
 EK0244.Superseded values are not recommended for survey control.
 EK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0244.See file dsdata.txt to determine how the superseded data were derived.
 EK0244
 EK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT926781(NAD 83)
 EK0244_MARKER: DB = BENCH MARK DISK
 EK0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0244_STAMPING: W-87 1935
 EK0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0244+STABILITY: SURFACE MOTION
 EK0244
 EK0244  HISTORY     - Date     Condition        Report By
 EK0244  HISTORY     - 1935     MONUMENTED       CGS
 EK0244  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0244
 EK0244                          STATION DESCRIPTION
 EK0244
 EK0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0244'10.7 MI SE FROM GILLHAM.
 EK0244'10.7 MILES SOUTHEAST OF, ALONG GILLHAM ROAD, FROM KANS. CITY SO.
 EK0244'RY. STATION.  4.4 MILES NORTH OF SARDIS SCHOOL, JUNCTION OF U.S.
 EK0244'HWY. 70 AND LEEPER ROAD, ABOUT 1.1 MILE SOUTH OF JUNCTION OF
 EK0244'LEEPER ROAD AND GILLHAM ROAD, ABOUT .4 MILE NORTH OF JUNCTION OF
 EK0244'HALE CREEK ROAD, 380 FEET NORTH OF WOOD BOX CULVERT IN A DRAW,
 EK0244'175 FEET SOUTH OF A WOODEN BOX CULVERT IN A SMALL DRAW, 18.5 FEET
 EK0244'WEST OF ROAD CENTERLINE, 10 FEET SOUTHEAST OF BLAZED PINE TREE 1
 EK0244'FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0244
 EK0244                          STATION RECOVERY (1962)
 EK0244
 EK0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0268 ***********************************************************************
 EK0268  DESIGNATION -  W 89
 EK0268  PID         -  EK0268
 EK0268  STATE/COUNTY-  AR/HOWARD
 EK0268  USGS QUAD   -  DIERKS DAM (1966)
 EK0268
 EK0268                         *CURRENT SURVEY CONTROL
 EK0268  ___________________________________________________________________
 EK0268* NAD 83(1986)-  34 13 09.     (N)    094 03 32.     (W)     SCALED    
 EK0268* NAVD 88     -       217.852  (meters)     714.74   (feet)  ADJUSTED  
 EK0268  ___________________________________________________________________
 EK0268  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EK0268  DYNAMIC HT  -         217.629 (meters)     714.00  (feet)  COMP
 EK0268  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 EK0268
 EK0268  VERT ORDER  -  SECOND    CLASS 0
 EK0268
 EK0268.The horizontal coordinates were scaled from a topographic map and have
 EK0268.an estimated accuracy of +/- 6 seconds.
 EK0268
 EK0268.The orthometric height was determined by differential leveling
 EK0268.and adjusted by the National Geodetic Survey in June 1991..
 EK0268
 EK0268.The geoid height was determined by GEOID03.
 EK0268
 EK0268.The dynamic height is computed by dividing the NAVD 88
 EK0268.geopotential number by the normal gravity value computed on the
 EK0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0268.degrees latitude (g = 980.6199 gals.).
 EK0268
 EK0268.The modeled gravity was interpolated from observed gravity values.
 EK0268
 EK0268;                    North         East    Units  Estimated Accuracy
 EK0268;SPC AR S     -   574,100.      210,310.      MT  (+/- 180 meters Scaled)
 EK0268
 EK0268                          SUPERSEDED SURVEY CONTROL
 EK0268
 EK0268  NGVD 29 (??/??/92)  217.811  (m)          714.60   (f) ADJ UNCH    2 0
 EK0268
 EK0268.Superseded values are not recommended for survey control.
 EK0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0268.See file dsdata.txt to determine how the superseded data were derived.
 EK0268
 EK0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT024869(NAD 83)
 EK0268_MARKER: DB = BENCH MARK DISK
 EK0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0268_STAMPING: W 89 1935
 EK0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0268+STABILITY: SURFACE MOTION
 EK0268
 EK0268  HISTORY     - Date     Condition        Report By
 EK0268  HISTORY     - 1935     MONUMENTED       CGS
 EK0268  HISTORY     - 1962     MARK NOT FOUND   NGS
 EK0268
 EK0268                          STATION DESCRIPTION
 EK0268
 EK0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0268'2 MI SE FROM BURG.
 EK0268'ABOUT 1 MILE NORTHWEST OF THE SALINE RIVER, 90 FEET NORTH OF
 EK0268'JUNCTION OF DIM ROAD SOUTHWEST DOWN A GULCH, AT THE CENTER OF A
 EK0268'CURVE, 48 FEET NORTHEAST OF THE HIGHWAY, 10 FEET WEST OF A RAIL
 EK0268'FENCE AND 60 FEET NORTH OF A CEMENT CULVERT UNDER THE HIGHWAY.
 EK0268'TABLET SET IN PRECAST CONCRETE POST.  28.5 FEET NORTHEAST OF THE
 EK0268'ROAD CENTERLINE, 13.5 FEET WEST OF A BLAZED OAK TREE SUPPORTING
 EK0268'TELEPHONE LINE, 5 FEET WEST OF RAIL FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1453 ***********************************************************************
 FF1453  DESIGNATION -  W 9
 FF1453  PID         -  FF1453
 FF1453  STATE/COUNTY-  AR/WHITE
 FF1453  USGS QUAD   -  MC RAE (1992)
 FF1453
 FF1453                         *CURRENT SURVEY CONTROL
 FF1453  ___________________________________________________________________
 FF1453* NAD 83(1986)-  35 06 49.     (N)    091 49 18.     (W)     SCALED    
 FF1453* NAVD 88     -        70.587  (meters)     231.58   (feet)  ADJUSTED  
 FF1453  ___________________________________________________________________
 FF1453  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1453  DYNAMIC HT  -          70.523 (meters)     231.37  (feet)  COMP
 FF1453  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 FF1453
 FF1453  VERT ORDER  -  FIRST     CLASS II
 FF1453
 FF1453.The horizontal coordinates were scaled from a topographic map and have
 FF1453.an estimated accuracy of +/- 6 seconds.
 FF1453
 FF1453.The orthometric height was determined by differential leveling
 FF1453.and adjusted by the National Geodetic Survey in June 1991..
 FF1453
 FF1453.The geoid height was determined by GEOID03.
 FF1453
 FF1453.The dynamic height is computed by dividing the NAVD 88
 FF1453.geopotential number by the normal gravity value computed on the
 FF1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1453.degrees latitude (g = 980.6199 gals.).
 FF1453
 FF1453.The modeled gravity was interpolated from observed gravity values.
 FF1453
 FF1453;                    North         East    Units  Estimated Accuracy
 FF1453;SPC AR N     -    86,580.      416,260.      MT  (+/- 180 meters Scaled)
 FF1453
 FF1453                          SUPERSEDED SURVEY CONTROL
 FF1453
 FF1453  NGVD 29 (??/??/??)   70.564  (m)          231.51   (f) ADJUSTED    1 2
 FF1453
 FF1453.Superseded values are not recommended for survey control.
 FF1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1453.See file dsdata.txt to determine how the superseded data were derived.
 FF1453
 FF1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU073862(NAD 83)
 FF1453_MARKER: DB = BENCH MARK DISK
 FF1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1453_STAMPING: W 9 1931 231.509
 FF1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1453+STABILITY: SURFACE MOTION
 FF1453
 FF1453  HISTORY     - Date     Condition        Report By
 FF1453  HISTORY     - 1931     MONUMENTED       CGS
 FF1453  HISTORY     - 1955     GOOD             CGS
 FF1453  HISTORY     - 20030701 MARK NOT FOUND   USACE
 FF1453
 FF1453                          STATION DESCRIPTION
 FF1453
 FF1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1453'AT MC RAE.
 FF1453'AT MC RAE, WHITE COUNTY, 42 FEET SOUTHWEST OF THE SOUTHWEST END
 FF1453'OF THE MISSOURI PACIFIC RAILROAD STATION, 9 FEET SOUTHWEST OF
 FF1453'POLE 308/10, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST
 FF1453'TRACK, AND SET IN THE TOP OF A CONCRETE POST.
 FF1453
 FF1453                          STATION RECOVERY (2003)
 FF1453
 FF1453'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0888 ***********************************************************************
 DK0888  DESIGNATION -  W 90
 DK0888  PID         -  DK0888
 DK0888  STATE/COUNTY-  AR/DESHA
 DK0888  USGS QUAD   -  DUMAS (1969)
 DK0888
 DK0888                         *CURRENT SURVEY CONTROL
 DK0888  ___________________________________________________________________
 DK0888* NAD 83(1986)-  33 58 03.     (N)    091 23 38.     (W)     SCALED    
 DK0888* NAVD 88     -        50.634  (meters)     166.12   (feet)  ADJUSTED  
 DK0888  ___________________________________________________________________
 DK0888  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0888  DYNAMIC HT  -          50.584 (meters)     165.96  (feet)  COMP
 DK0888  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 DK0888
 DK0888  VERT ORDER  -  FIRST     CLASS II
 DK0888
 DK0888.The horizontal coordinates were scaled from a topographic map and have
 DK0888.an estimated accuracy of +/- 6 seconds.
 DK0888
 DK0888.The orthometric height was determined by differential leveling
 DK0888.and adjusted by the National Geodetic Survey in June 1991..
 DK0888
 DK0888.The geoid height was determined by GEOID03.
 DK0888
 DK0888.The dynamic height is computed by dividing the NAVD 88
 DK0888.geopotential number by the normal gravity value computed on the
 DK0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0888.degrees latitude (g = 980.6199 gals.).
 DK0888
 DK0888.The modeled gravity was interpolated from observed gravity values.
 DK0888
 DK0888;                    North         East    Units  Estimated Accuracy
 DK0888;SPC AR S     -   544,440.      456,010.      MT  (+/- 180 meters Scaled)
 DK0888
 DK0888                          SUPERSEDED SURVEY CONTROL
 DK0888
 DK0888  NGVD 29 (??/??/??)   50.775  (m)          166.58   (f) ADJUSTED    1 2
 DK0888
 DK0888.Superseded values are not recommended for survey control.
 DK0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0888.See file dsdata.txt to determine how the superseded data were derived.
 DK0888
 DK0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT483597(NAD 83)
 DK0888_MARKER: DB = BENCH MARK DISK
 DK0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0888_STAMPING: W 90 1935
 DK0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0888+STABILITY: SURFACE MOTION
 DK0888
 DK0888  HISTORY     - Date     Condition        Report By
 DK0888  HISTORY     - 1935     MONUMENTED       CGS
 DK0888  HISTORY     - 1955     GOOD             CGS
 DK0888  HISTORY     - 1976     MARK NOT FOUND   NGS
 DK0888
 DK0888                          STATION DESCRIPTION
 DK0888
 DK0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0888'10.1 MI NE FROM DUMAS.
 DK0888'7.4 MILES NORTHEAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT
 DK0888'DUMAS, THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1, 325 FEET SOUTH OF
 DK0888'THE CENTER LINE OF A LEVEE, 16 FEET EAST OF THE CENTER LINE OF THE
 DK0888'HIGHWAY, 9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD,
 DK0888'5.5 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 DK0888'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DK0888
 DK0888                          STATION RECOVERY (1976)
 DK0888
 DK0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0153 ***********************************************************************
 DL0153  DESIGNATION -  W 91
 DL0153  PID         -  DL0153
 DL0153  STATE/COUNTY-  AR/BRADLEY
 DL0153  USGS QUAD   -  FARMVILLE (1985)
 DL0153
 DL0153                         *CURRENT SURVEY CONTROL
 DL0153  ___________________________________________________________________
 DL0153* NAD 83(1986)-  33 30 11.     (N)    092 12 58.     (W)     SCALED    
 DL0153* NAVD 88     -        45.723  (meters)     150.01   (feet)  ADJUSTED  
 DL0153  ___________________________________________________________________
 DL0153  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL0153  DYNAMIC HT  -          45.675 (meters)     149.85  (feet)  COMP
 DL0153  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 DL0153
 DL0153  VERT ORDER  -  SECOND    CLASS 0
 DL0153
 DL0153.The horizontal coordinates were scaled from a topographic map and have
 DL0153.an estimated accuracy of +/- 6 seconds.
 DL0153
 DL0153.The orthometric height was determined by differential leveling
 DL0153.and adjusted by the National Geodetic Survey in June 1991..
 DL0153
 DL0153.The geoid height was determined by GEOID03.
 DL0153
 DL0153.The dynamic height is computed by dividing the NAVD 88
 DL0153.geopotential number by the normal gravity value computed on the
 DL0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0153.degrees latitude (g = 980.6199 gals.).
 DL0153
 DL0153.The modeled gravity was interpolated from observed gravity values.
 DL0153
 DL0153;                    North         East    Units  Estimated Accuracy
 DL0153;SPC AR S     -   492,790.      379,920.      MT  (+/- 180 meters Scaled)
 DL0153
 DL0153                          SUPERSEDED SURVEY CONTROL
 DL0153
 DL0153  NGVD 29 (??/??/92)   45.797  (m)          150.25   (f) ADJ UNCH    2 0
 DL0153
 DL0153.Superseded values are not recommended for survey control.
 DL0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0153.See file dsdata.txt to determine how the superseded data were derived.
 DL0153
 DL0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT728073(NAD 83)
 DL0153_MARKER: DD = SURVEY DISK
 DL0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0153_STAMPING: W-91 1935
 DL0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0153+STABILITY: SURFACE MOTION
 DL0153
 DL0153  HISTORY     - Date     Condition        Report By
 DL0153  HISTORY     - 1935     MONUMENTED       CGS
 DL0153  HISTORY     - 1972     GOOD             USGS
 DL0153
 DL0153                          STATION DESCRIPTION
 DL0153
 DL0153'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DL0153'4.6 MI N FROM HERMITAGE.
 DL0153'4.6 MI N. ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE
 DL0153'STATION AT HERMITAGE, BRADLEY COUNTY, T-14 S., R-11 W., IN THE SW 1/4
 DL0153'OF SEC. 11, AT THE 13TH POLE NNW OF A COUNTY, GRAVEL ROAD, CROSSING,
 DL0153'36.9 FT NE OF THE CENTERLINE OF THE TRACK, 2 FT NE OF A POLE,
 DL0153'PROJECTING ABOUT 2-IN. ABOVE GROUND.  A STD. DISK, STAMPED W-91, 1935
 DL0153'AND SET IN THE TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1392 ***********************************************************************
 FG1392  DESIGNATION -  W 92
 FG1392  PID         -  FG1392
 FG1392  STATE/COUNTY-  AR/FRANKLIN
 FG1392  USGS QUAD   -  CASS (1973)
 FG1392
 FG1392                         *CURRENT SURVEY CONTROL
 FG1392  ___________________________________________________________________
 FG1392* NAD 83(1986)-  35 40 43.     (N)    093 49 45.     (W)     SCALED    
 FG1392* NAVD 88     -       219.808  (meters)     721.15   (feet)  ADJUSTED  
 FG1392  ___________________________________________________________________
 FG1392  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FG1392  DYNAMIC HT  -         219.604 (meters)     720.48  (feet)  COMP
 FG1392  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FG1392
 FG1392  VERT ORDER  -  SECOND    CLASS 0
 FG1392
 FG1392.The horizontal coordinates were scaled from a topographic map and have
 FG1392.an estimated accuracy of +/- 6 seconds.
 FG1392
 FG1392.The orthometric height was determined by differential leveling
 FG1392.and adjusted by the National Geodetic Survey in June 1991..
 FG1392
 FG1392.The geoid height was determined by GEOID03.
 FG1392
 FG1392.The dynamic height is computed by dividing the NAVD 88
 FG1392.geopotential number by the normal gravity value computed on the
 FG1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1392.degrees latitude (g = 980.6199 gals.).
 FG1392
 FG1392.The modeled gravity was interpolated from observed gravity values.
 FG1392
 FG1392;                    North         East    Units  Estimated Accuracy
 FG1392;SPC AR N     -   150,790.      234,430.      MT  (+/- 180 meters Scaled)
 FG1392
 FG1392                          SUPERSEDED SURVEY CONTROL
 FG1392
 FG1392  NGVD 29 (??/??/92)  219.718  (m)          720.86   (f) ADJ UNCH    2 0
 FG1392
 FG1392.Superseded values are not recommended for survey control.
 FG1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1392.See file dsdata.txt to determine how the superseded data were derived.
 FG1392
 FG1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV249486(NAD 83)
 FG1392_MARKER: DB = BENCH MARK DISK
 FG1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1392_STAMPING: W 92 1935
 FG1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1392+STABILITY: SURFACE MOTION
 FG1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1392+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 FG1392
 FG1392  HISTORY     - Date     Condition        Report By
 FG1392  HISTORY     - 1935     MONUMENTED       CGS
 FG1392  HISTORY     - 1959     GOOD             NGS
 FG1392  HISTORY     - 20050117 GOOD             GEOCAC
 FG1392
 FG1392                          STATION DESCRIPTION
 FG1392
 FG1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1392'13.7 MI S FROM ST PAUL.
 FG1392'IN FRANKLIN COUNTY, 13.7 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE
 FG1392'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT ST. PAUL, MADISON COUNTY,
 FG1392'1.1 MILES SOUTH OF THE BRIDGE OVER FANES CREEK AT CASS, 600 FEET
 FG1392'NORTHEAST OF THE MRS. G. S. MCELROY FARMHOUSE, 120 FEET SOUTHWEST OF
 FG1392'THE SOUTHWEST CORNER OF THE BRIDGE OVER THE JOHN TURNER CREEK, 56 FEET
 FG1392'WEST OF THE CENTERLINE OF THE HIGHWAY, 51 FEET SOUTHWEST OF THE CENTER
 FG1392'OF A ROAD JUNCTION, 26 FEET WEST OF THE NORTHWEST CORNER OF A FENCE,
 FG1392'AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED W 92 1935 AND
 FG1392'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK RECOVERED ABOUT
 FG1392'0.8 MILE NORTH ALONG STATE HIGHWAY 23 FROM THE CENTER OF THE BRIDGE
 FG1392'OVER THE MULBERRY RIVER, IN THE SOUTHWEST ANGLE OF A T-INTERSECTION,
 FG1392'12 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 FG1392'LINE.
 FG1392
 FG1392                          STATION RECOVERY (2005)
 FG1392
 FG1392'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1392'MARK IN GOOD SHAPE...WITNESS POST VISIBLE BUT BENT AND FILLED WITH
 FG1392'BULLET HOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0091 ***********************************************************************
 FH0091  DESIGNATION -  W 93 RESET
 FH0091  PID         -  FH0091
 FH0091  STATE/COUNTY-  AR/CRAWFORD
 FH0091  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0091
 FH0091                         *CURRENT SURVEY CONTROL
 FH0091  ___________________________________________________________________
 FH0091* NAD 83(1986)-  35 32 26.     (N)    094 13 13.     (W)     SCALED    
 FH0091* NAVD 88     -       234.08   (meters)     768.0    (feet)  RESET     
 FH0091  ___________________________________________________________________
 FH0091  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FH0091
 FH0091  VERT ORDER  -  THIRD
 FH0091
 FH0091.The horizontal coordinates were scaled from a topographic map and have
 FH0091.an estimated accuracy of +/- 6 seconds.
 FH0091
 FH0091.The orthometric height was computed from unverified reset data.
 FH0091
 FH0091.The geoid height was determined by GEOID03.
 FH0091
 FH0091;                    North         East    Units  Estimated Accuracy
 FH0091;SPC AR N     -   136,200.      198,690.      MT  (+/- 180 meters Scaled)
 FH0091
 FH0091                          SUPERSEDED SURVEY CONTROL
 FH0091
 FH0091.No superseded survey control is available for this station.
 FH0091
 FH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV893336(NAD 83)
 FH0091_MARKER: DB = BENCH MARK DISK
 FH0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0091_STAMPING: W 93 RESET 1961
 FH0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0091+STABILITY: SURFACE MOTION
 FH0091
 FH0091  HISTORY     - Date     Condition        Report By
 FH0091  HISTORY     - 1961     MONUMENTED       CGS
 FH0091  HISTORY     - 1987     GOOD             USPSQD
 FH0091
 FH0091                          STATION DESCRIPTION
 FH0091
 FH0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FH0091'4 MI N FROM ALMA.
 FH0091'LOCATED 4.0 MILES NORTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 FH0091'OF U.S. HIGHWAY 64 AND 71 AT ALMA, NEAR THE FOOT OF A GRADE, AND
 FH0091'0.5 MILES SOUTH OF THE ROBERT MEADOW STORE.  IT IS IN THE
 FH0091'NORTHWEST CORNER OF THE FRONT YARD OF A HOUSE OWNED BY MRS. LUKE
 FH0091'CLIFF, 88 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FRONT
 FH0091'PORCH OF THE CLIFF HOUSE, 44 FEET NORTHWEST OF THE NORTHWEST
 FH0091'CORNER OF CONCRETE BLOCK WELL HOUSE, 34 FEET WEST OF THE SOUTHWEST
 FH0091'CORNER OF AN OLD WELL, 9 FEET NORTH OF A 2 FOOT FORKED ELM TREE,
 FH0091'60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 71, 1 FOOT SOUTH
 FH0091'OF A FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST, AND SET
 FH0091'IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 5 INCHES.
 FH0091
 FH0091                          STATION RECOVERY (1987)
 FH0091
 FH0091'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0109 ***********************************************************************
 FH0109  DESIGNATION -  W 94
 FH0109  PID         -  FH0109
 FH0109  STATE/COUNTY-  AR/FRANKLIN
 FH0109  USGS QUAD   -  FERN (1983)
 FH0109
 FH0109                         *CURRENT SURVEY CONTROL
 FH0109  ___________________________________________________________________
 FH0109* NAD 83(1986)-  35 39 42.     (N)    094 03 53.     (W)     SCALED    
 FH0109* NAVD 88     -       459.930  (meters)    1508.95   (feet)  ADJUSTED  
 FH0109  ___________________________________________________________________
 FH0109  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FH0109  DYNAMIC HT  -         459.491 (meters)    1507.51  (feet)  COMP
 FH0109  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 FH0109
 FH0109  VERT ORDER  -  SECOND    CLASS 0
 FH0109
 FH0109.The horizontal coordinates were scaled from a topographic map and have
 FH0109.an estimated accuracy of +/- 6 seconds.
 FH0109
 FH0109.The orthometric height was determined by differential leveling
 FH0109.and adjusted by the National Geodetic Survey in June 1991..
 FH0109
 FH0109.The geoid height was determined by GEOID03.
 FH0109
 FH0109.The dynamic height is computed by dividing the NAVD 88
 FH0109.geopotential number by the normal gravity value computed on the
 FH0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0109.degrees latitude (g = 980.6199 gals.).
 FH0109
 FH0109.The modeled gravity was interpolated from observed gravity values.
 FH0109
 FH0109;                    North         East    Units  Estimated Accuracy
 FH0109;SPC AR N     -   149,330.      213,070.      MT  (+/- 180 meters Scaled)
 FH0109
 FH0109                          SUPERSEDED SURVEY CONTROL
 FH0109
 FH0109  NGVD 29 (??/??/92)  459.826  (m)         1508.61   (f) ADJ UNCH    2 0
 FH0109
 FH0109.Superseded values are not recommended for survey control.
 FH0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0109.See file dsdata.txt to determine how the superseded data were derived.
 FH0109
 FH0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV036469(NAD 83)
 FH0109_MARKER: DB = BENCH MARK DISK
 FH0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0109_STAMPING: W 94 1935
 FH0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0109+STABILITY: SURFACE MOTION
 FH0109
 FH0109  HISTORY     - Date     Condition        Report By
 FH0109  HISTORY     - 1935     MONUMENTED       CGS
 FH0109  HISTORY     - 1960     GOOD             NGS
 FH0109
 FH0109                          STATION DESCRIPTION
 FH0109
 FH0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0109'1.3 MI S FROM LOCKE.
 FH0109'IN FRANKLIN COUNTY, 1.3 MILES SOUTH ALONG THE FERN-LOCKE ROAD
 FH0109'FROM THE SCHOOL AT LOCKE, CRAWFORD COUNTY, ON A HILL 0.2 MILE
 FH0109'NORTH OF THE GEORGE SHUNK FARMHOUSE, 28 FEET SOUTH OF THE
 FH0109'CENTERLINE OF THE ROAD, 42 FEET EAST OF THE EAST END OF A GATE,
 FH0109'20 FEET SOUTHEAST OF THE CENTERLINE OF A FARM ROAD, AND 2 FEET
 FH0109'NORTH OF A FENCE.  A STANDARD DISK, STAMPED W 94 1935 AND SET
 FH0109'IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 1/2 MILE EAST OF
 FH0109'THE T-INTERSECTION THAT IS ABOUT 0.9 MILE SOUTH OF THE LOCKE
 FH0109'SCHOOL, ABOUT 36 FEET EAST OF THE EAST END OF A BOARD GATE AT A
 FH0109'FARM ROAD LEADING SOUTH TO A FARMHOUSE AND 1 FOOT NORTH OF A
 FH0109'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0081 ***********************************************************************
 FH0081  DESIGNATION -  W 95
 FH0081  PID         -  FH0081
 FH0081  STATE/COUNTY-  AR/CRAWFORD
 FH0081  USGS QUAD   -  FERN (1983)
 FH0081
 FH0081                         *CURRENT SURVEY CONTROL
 FH0081  ___________________________________________________________________
 FH0081* NAD 83(1986)-  35 39 07.     (N)    094 06 09.     (W)     SCALED    
 FH0081* NAVD 88     -       452.373  (meters)    1484.16   (feet)  ADJUSTED  
 FH0081  ___________________________________________________________________
 FH0081  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FH0081  DYNAMIC HT  -         451.941 (meters)    1482.74  (feet)  COMP
 FH0081  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 FH0081
 FH0081  VERT ORDER  -  SECOND    CLASS 0
 FH0081
 FH0081.The horizontal coordinates were scaled from a topographic map and have
 FH0081.an estimated accuracy of +/- 6 seconds.
 FH0081
 FH0081.The orthometric height was determined by differential leveling
 FH0081.and adjusted by the National Geodetic Survey in June 1991..
 FH0081
 FH0081.The geoid height was determined by GEOID03.
 FH0081
 FH0081.The dynamic height is computed by dividing the NAVD 88
 FH0081.geopotential number by the normal gravity value computed on the
 FH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0081.degrees latitude (g = 980.6199 gals.).
 FH0081
 FH0081.The modeled gravity was interpolated from observed gravity values.
 FH0081
 FH0081;                    North         East    Units  Estimated Accuracy
 FH0081;SPC AR N     -   148,320.      209,630.      MT  (+/- 180 meters Scaled)
 FH0081
 FH0081                          SUPERSEDED SURVEY CONTROL
 FH0081
 FH0081  NGVD 29 (??/??/92)  452.262  (m)         1483.80   (f) ADJ UNCH    2 0
 FH0081
 FH0081.Superseded values are not recommended for survey control.
 FH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0081.See file dsdata.txt to determine how the superseded data were derived.
 FH0081
 FH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV001459(NAD 83)
 FH0081_MARKER: DB = BENCH MARK DISK
 FH0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0081_STAMPING: W 95 1935
 FH0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0081+STABILITY: SURFACE MOTION
 FH0081
 FH0081  HISTORY     - Date     Condition        Report By
 FH0081  HISTORY     - 1935     MONUMENTED       CGS
 FH0081  HISTORY     - 1959     GOOD             NGS
 FH0081
 FH0081                          STATION DESCRIPTION
 FH0081
 FH0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0081'2.9 MI SW FROM LOCKE.
 FH0081'2.9 MILES SOUTHWEST ALONG THE LOCKE-MOUNTAINBURG ROAD FROM THE
 FH0081'SCHOOL AT LOCKE, CRAWFORD COUNTY, 0.2 MILE NORTH OF A FARMHOUSE,
 FH0081'60 FEET EAST OF THE SUMMIT OF A STEEP SLOPE INTO A VALLEY, 49
 FH0081'FEET SOUTH OF A GROUP OF SMALL BOULDERS, AND 37 FEET WEST OF THE
 FH0081'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED W 95 1935 AND
 FH0081'SET IN THE TOP OF A CONCRETE POST.  ON THE WEST SIDE OF THE ROAD,
 FH0081'WHERE THE GROUND DROPS OFF SHARPLY TO THE WEST, ABOUT 0.3 MILE
 FH0081'NORTH OF A HOUSE AND 36 PACES SOUTH OF THE FIRST POWER LINE
 FH0081'POLE SOUTH OF A SLIGHT CURVE.  THIS POLE IS THE SIXTH POLE NORTH
 FH0081'OF THE HOUSE, STARTING WITH THE ONE WITH A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0642 ***********************************************************************
 EJ0642  DESIGNATION -  W 96
 EJ0642  PID         -  EJ0642
 EJ0642  STATE/COUNTY-  AR/JEFFERSON
 EJ0642  USGS QUAD   -  REDFIELD (1984)
 EJ0642
 EJ0642                         *CURRENT SURVEY CONTROL
 EJ0642  ___________________________________________________________________
 EJ0642* NAD 83(1986)-  34 25 39.     (N)    092 12 32.     (W)     SCALED    
 EJ0642* NAVD 88     -       105.209  (meters)     345.17   (feet)  ADJUSTED  
 EJ0642  ___________________________________________________________________
 EJ0642  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EJ0642  DYNAMIC HT  -         105.110 (meters)     344.85  (feet)  COMP
 EJ0642  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 EJ0642
 EJ0642  VERT ORDER  -  FIRST     CLASS II
 EJ0642
 EJ0642.The horizontal coordinates were scaled from a topographic map and have
 EJ0642.an estimated accuracy of +/- 6 seconds.
 EJ0642
 EJ0642.The orthometric height was determined by differential leveling
 EJ0642.and adjusted by the National Geodetic Survey in June 1991..
 EJ0642.WARNING-Repeat measurements at this control monument indicate possible
 EJ0642.vertical movement.
 EJ0642
 EJ0642.The geoid height was determined by GEOID03.
 EJ0642
 EJ0642.The dynamic height is computed by dividing the NAVD 88
 EJ0642.geopotential number by the normal gravity value computed on the
 EJ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0642.degrees latitude (g = 980.6199 gals.).
 EJ0642
 EJ0642.The modeled gravity was interpolated from observed gravity values.
 EJ0642
 EJ0642;                    North         East    Units  Estimated Accuracy
 EJ0642;SPC AR S     -   595,320.      380,800.      MT  (+/- 180 meters Scaled)
 EJ0642
 EJ0642                          SUPERSEDED SURVEY CONTROL
 EJ0642
 EJ0642  NGVD 29 (??/??/92)  105.313  (m)          345.51   (f) ADJ UNCH    1 2
 EJ0642
 EJ0642.Superseded values are not recommended for survey control.
 EJ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0642.See file dsdata.txt to determine how the superseded data were derived.
 EJ0642
 EJ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU726098(NAD 83)
 EJ0642_MARKER: DB = BENCH MARK DISK
 EJ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0642_STAMPING: W 96 1935
 EJ0642_MARK LOGO: CGS   
 EJ0642_PROJECTION: PROJECTING 10 CENTIMETERS
 EJ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0642+STABILITY: SURFACE MOTION
 EJ0642
 EJ0642  HISTORY     - Date     Condition        Report By
 EJ0642  HISTORY     - 1935     MONUMENTED       CGS
 EJ0642  HISTORY     - 1984     GOOD             NGS
 EJ0642  HISTORY     - 1988     GOOD             USPSQD
 EJ0642  HISTORY     - 1989     GOOD             USPSQD
 EJ0642  HISTORY     - 1990     GOOD             USPSQD
 EJ0642
 EJ0642                          STATION DESCRIPTION
 EJ0642
 EJ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0642'2.1 MI SW FROM REDFIELD.
 EJ0642'2.1 MILES SOUTHWEST ALONG THE ICO ROAD FROM THE MISSOURI PACIFIC
 EJ0642'RAILROAD STATION AT REDFIELD, JEFFERSON COUNTY, 1.7 MILES EAST OF THE
 EJ0642'JUNCTION OF THE WALNUT RIDGE SCHOOL ROAD, AT A ROAD INTERSECTION, 48
 EJ0642'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 34 FEET SOUTH
 EJ0642'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 15 FEET WEST OF THE
 EJ0642'NORTHEAST CORNER OF A FENCE.  A STANDARD DISK, STAMPED W 96 1935 AND
 EJ0642'SET IN THE TOP OF A CONCRETE POST.
 EJ0642
 EJ0642                          STATION RECOVERY (1984)
 EJ0642
 EJ0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0642'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 EJ0642'(0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET, THENCE 3.0 KM (2.0 MI)
 EJ0642'SOUTHWEST ALONG COUNTY ROAD 46 AND SHERIDAN ROAD AT A TRACK ROAD
 EJ0642'LEADING WEST AND A DRIVEWAY LEADING SOUTHWEST, 14.63 METERS (48.0 FT)
 EJ0642'WEST OF THE CENTER LINE OF SHERIDAN ROAD, 10.36 METERS (34.0 FT) SOUTH
 EJ0642'OF THE CENTER OF THE TRACK ROAD, AND 2.28 METERS (7.5 FT) NORTH OF A
 EJ0642'0.3 METER (1.0 FT) DIAMETER PINE TREE.  NOTE THE W 9 HAS BEEN SCRAPED
 EJ0642'OFF THE DESIGNATION.  THE W 9 WAS STAMPED ON THE DISK.
 EJ0642'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EJ0642'THE MARK IS ABOVE LEVEL WITH ROAD.
 EJ0642
 EJ0642                          STATION RECOVERY (1988)
 EJ0642
 EJ0642'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ0642'RECOVERED IN GOOD CONDITION.
 EJ0642
 EJ0642                          STATION RECOVERY (1989)
 EJ0642
 EJ0642'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ0642'RECOVERED IN GOOD CONDITION.
 EJ0642
 EJ0642                          STATION RECOVERY (1990)
 EJ0642
 EJ0642'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0873 ***********************************************************************
 EJ0873  DESIGNATION -  W 97
 EJ0873  PID         -  EJ0873
 EJ0873  STATE/COUNTY-  AR/SALINE
 EJ0873  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0873
 EJ0873                         *CURRENT SURVEY CONTROL
 EJ0873  ___________________________________________________________________
 EJ0873* NAD 83(1986)-  34 37 44.     (N)    092 39 08.     (W)     SCALED    
 EJ0873* NAVD 88     -       116.834  (meters)     383.31   (feet)  ADJUSTED  
 EJ0873  ___________________________________________________________________
 EJ0873  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0873  DYNAMIC HT  -         116.724 (meters)     382.95  (feet)  COMP
 EJ0873  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 EJ0873
 EJ0873  VERT ORDER  -  SECOND    CLASS 0
 EJ0873
 EJ0873.The horizontal coordinates were scaled from a topographic map and have
 EJ0873.an estimated accuracy of +/- 6 seconds.
 EJ0873
 EJ0873.The orthometric height was determined by differential leveling
 EJ0873.and adjusted by the National Geodetic Survey in June 1991..
 EJ0873
 EJ0873.The geoid height was determined by GEOID03.
 EJ0873
 EJ0873.The dynamic height is computed by dividing the NAVD 88
 EJ0873.geopotential number by the normal gravity value computed on the
 EJ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0873.degrees latitude (g = 980.6199 gals.).
 EJ0873
 EJ0873.The modeled gravity was interpolated from observed gravity values.
 EJ0873
 EJ0873;                    North         East    Units  Estimated Accuracy
 EJ0873;SPC AR S     -   617,830.      340,190.      MT  (+/- 180 meters Scaled)
 EJ0873
 EJ0873                          SUPERSEDED SURVEY CONTROL
 EJ0873
 EJ0873  NGVD 29 (??/??/92)  116.857  (m)          383.39   (f) ADJ UNCH    2 0
 EJ0873
 EJ0873.Superseded values are not recommended for survey control.
 EJ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0873.See file dsdata.txt to determine how the superseded data were derived.
 EJ0873
 EJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU318319(NAD 83)
 EJ0873_MARKER: DB = BENCH MARK DISK
 EJ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0873_STAMPING: W 97 1935
 EJ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0873+STABILITY: SURFACE MOTION
 EJ0873
 EJ0873  HISTORY     - Date     Condition        Report By
 EJ0873  HISTORY     - 1935     MONUMENTED       CGS
 EJ0873
 EJ0873                          STATION DESCRIPTION
 EJ0873
 EJ0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0873'5.5 MI NW FROM BENTON.
 EJ0873'5.5 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE MISSOURI PACIFIC
 EJ0873'RAILROAD STATION AT BENTON, SALINE COUNTY, 2.0 MILES NORTH ALONG THE
 EJ0873'GRAVEL ROAD LEADING TO BLAND, 300 FEET NORTH OF A WOODEN BRIDGE OVER A
 EJ0873'SMALL CREEK, AT THE JUNCTION OF A DIRT ROAD LEADING WEST OF A
 EJ0873'FARMHOUSE, 40.7 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 20.4
 EJ0873'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 16-FOOT SQUARE CONCRETE
 EJ0873'FOUNDATION, 18.5 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 2.1
 EJ0873'FEET SOUTHWEST OF A POLE, AND 1.3 FEET WEST OF A FENCE.  A STANDARD
 EJ0873'DISK, STAMPED W 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0896 ***********************************************************************
 EJ0896  DESIGNATION -  W 98
 EJ0896  PID         -  EJ0896
 EJ0896  STATE/COUNTY-  AR/SALINE
 EJ0896  USGS QUAD   -  CONGO (1984)
 EJ0896
 EJ0896                         *CURRENT SURVEY CONTROL
 EJ0896  ___________________________________________________________________
 EJ0896* NAD 83(1986)-  34 42 07.     (N)    092 36 26.     (W)     SCALED    
 EJ0896* NAVD 88     -       124.969  (meters)     410.00   (feet)  ADJUSTED  
 EJ0896  ___________________________________________________________________
 EJ0896  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ0896  DYNAMIC HT  -         124.850 (meters)     409.61  (feet)  COMP
 EJ0896  MODELED GRAV-     979,681.0   (mgal)                       NAVD 88
 EJ0896
 EJ0896  VERT ORDER  -  SECOND    CLASS 0
 EJ0896
 EJ0896.The horizontal coordinates were scaled from a topographic map and have
 EJ0896.an estimated accuracy of +/- 6 seconds.
 EJ0896
 EJ0896.The orthometric height was determined by differential leveling
 EJ0896.and adjusted by the National Geodetic Survey in June 1991..
 EJ0896
 EJ0896.The geoid height was determined by GEOID03.
 EJ0896
 EJ0896.The dynamic height is computed by dividing the NAVD 88
 EJ0896.geopotential number by the normal gravity value computed on the
 EJ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0896.degrees latitude (g = 980.6199 gals.).
 EJ0896
 EJ0896.The modeled gravity was interpolated from observed gravity values.
 EJ0896
 EJ0896;                    North         East    Units  Estimated Accuracy
 EJ0896;SPC AR S     -   625,910.      344,370.      MT  (+/- 180 meters Scaled)
 EJ0896
 EJ0896                          SUPERSEDED SURVEY CONTROL
 EJ0896
 EJ0896  NGVD 29 (??/??/92)  124.992  (m)          410.08   (f) ADJ UNCH    2 0
 EJ0896
 EJ0896.Superseded values are not recommended for survey control.
 EJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0896.See file dsdata.txt to determine how the superseded data were derived.
 EJ0896
 EJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU359400(NAD 83)
 EJ0896_MARKER: DB = BENCH MARK DISK
 EJ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0896_STAMPING: W 98 1935
 EJ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0896+STABILITY: SURFACE MOTION
 EJ0896
 EJ0896  HISTORY     - Date     Condition        Report By
 EJ0896  HISTORY     - 1935     MONUMENTED       CGS
 EJ0896  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0896
 EJ0896                          STATION DESCRIPTION
 EJ0896
 EJ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0896'5.3 MI E FROM BLAND.
 EJ0896'5.3 MILES EAST ALONG THE GRADED ROAD LEADING TO TATUMVILLE FROM THE
 EJ0896'INTERSECTION OF THE ROADS LEADING TO FERNDALE AND TO PARON AT BLAND,
 EJ0896'SALINE COUNTY, 0.6 MILE EAST OF PLEASANT HILL CHURCH, 400 FEET EAST OF
 EJ0896'THE GRACE WILKERSON FARMHOUSE, 200 FEET SOUTHEAST OF AN ABANDONED
 EJ0896'SAWMILL SITE, 115 FEET EAST OF A WOODEN BRIDGE ON THE ROAD LEADING TO
 EJ0896'LAWSON SCHOOL, AT A ROAD INTERSECTION, 60 FEET EAST OF THE CENTERLINE
 EJ0896'OF THE CROSS ROAD, AND 27.4 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 EJ0896'LEADING TO LAWSON SCHOOL.  A STANDARD DISK, STAMPED W 98 1935 AND SET
 EJ0896'IN THE TOP OF A CONCRETE POST.
 EJ0896
 EJ0896                          STATION RECOVERY (1974)
 EJ0896
 EJ0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0890 ***********************************************************************
 EJ0890  DESIGNATION -  W 99
 EJ0890  PID         -  EJ0890
 EJ0890  STATE/COUNTY-  AR/PERRY
 EJ0890  USGS QUAD   -  MARTINDALE (1984)
 EJ0890
 EJ0890                         *CURRENT SURVEY CONTROL
 EJ0890  ___________________________________________________________________
 EJ0890* NAD 83(1986)-  34 57 48.     (N)    092 39 05.     (W)     SCALED    
 EJ0890* NAVD 88     -       209.800  (meters)     688.32   (feet)  ADJUSTED  
 EJ0890  ___________________________________________________________________
 EJ0890  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EJ0890  DYNAMIC HT  -         209.600 (meters)     687.66  (feet)  COMP
 EJ0890  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 EJ0890
 EJ0890  VERT ORDER  -  SECOND    CLASS 0
 EJ0890
 EJ0890.The horizontal coordinates were scaled from a topographic map and have
 EJ0890.an estimated accuracy of +/- 6 seconds.
 EJ0890
 EJ0890.The orthometric height was determined by differential leveling
 EJ0890.and adjusted by the National Geodetic Survey in June 1991..
 EJ0890
 EJ0890.The geoid height was determined by GEOID03.
 EJ0890
 EJ0890.The dynamic height is computed by dividing the NAVD 88
 EJ0890.geopotential number by the normal gravity value computed on the
 EJ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0890.degrees latitude (g = 980.6199 gals.).
 EJ0890
 EJ0890.The modeled gravity was interpolated from observed gravity values.
 EJ0890
 EJ0890;                    North         East    Units  Estimated Accuracy
 EJ0890;SPC AR N     -    70,090.      340,510.      MT  (+/- 180 meters Scaled)
 EJ0890
 EJ0890                          SUPERSEDED SURVEY CONTROL
 EJ0890
 EJ0890  NGVD 29 (??/??/92)  209.828  (m)          688.41   (f) ADJ UNCH    2 0
 EJ0890
 EJ0890.Superseded values are not recommended for survey control.
 EJ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0890.See file dsdata.txt to determine how the superseded data were derived.
 EJ0890
 EJ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU318690(NAD 83)
 EJ0890_MARKER: DB = BENCH MARK DISK
 EJ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0890_STAMPING: W 99 1935
 EJ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0890+STABILITY: SURFACE MOTION
 EJ0890
 EJ0890  HISTORY     - Date     Condition        Report By
 EJ0890  HISTORY     - 1935     MONUMENTED       CGS
 EJ0890  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0890
 EJ0890                          STATION DESCRIPTION
 EJ0890
 EJ0890'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 EJ0890'4.1 MI S FROM BIGELOW.
 EJ0890'4.1 MILES SOUTH ALONG STATE HIGHWAY 113 FROM THE CHICAGO, ROCK ISLAND
 EJ0890'AND PACIFIC RAILROAD STATION AT BIGELOW, PERRY COUNTY, 2.2 MILES SOUTH
 EJ0890'OF THE STEEL BRIDGE OVER FOURCHE RIVER, 0.3 MILE NORTHWEST OF THE C.
 EJ0890'D. PHEND FARMHOUSE, 400 FEET EAST OF THE SUMMIT OF A LONG HILL, AT THE
 EJ0890'INTERSECTION OF AN ABANDONED ROAD, AND 33.4 FEET NORTH OF THE
 EJ0890'CENTERLINE OF THE NEW HIGHWAY.  A STANDARD DISK, STAMPED W 99 1935 AND
 EJ0890'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3011 ***********************************************************************
 AE3011  CBN         -  This is a Cooperative Base Network Control Station.
 AE3011  DESIGNATION -  W H PHILLIPS
 AE3011  PID         -  AE3011
 AE3011  STATE/COUNTY-  AR/NEWTON
 AE3011  USGS QUAD   -  PARTHENON (1980)
 AE3011
 AE3011                         *CURRENT SURVEY CONTROL
 AE3011  ___________________________________________________________________
 AE3011* NAD 83(1997)-  35 59 50.47388(N)    093 10 59.56407(W)     ADJUSTED  
 AE3011* NAVD 88     -       387.1    (meters)    1270.     (feet)  GPS OBS   
 AE3011  ___________________________________________________________________
 AE3011  X           -    -286,888.235 (meters)                     COMP
 AE3011  Y           -  -5,158,490.268 (meters)                     COMP
 AE3011  Z           -   3,728,165.076 (meters)                     COMP
 AE3011  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AE3011  ELLIP HEIGHT-         358.90  (meters)          (07/20/01) GPS OBS
 AE3011  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AE3011
 AE3011  HORZ ORDER  -  B
 AE3011  ELLP ORDER  -  FOURTH    CLASS I
 AE3011
 AE3011.The horizontal coordinates were established by GPS observations
 AE3011.and adjusted by the National Geodetic Survey in September 1997..
 AE3011
 AE3011.The orthometric height was determined by GPS observations and a
 AE3011.high-resolution geoid model.
 AE3011
 AE3011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3011
 AE3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3011
 AE3011.The ellipsoidal height was determined by GPS observations
 AE3011.and is referenced to NAD 83.
 AE3011
 AE3011.The geoid height was determined by GEOID03.
 AE3011
 AE3011;                    North         East     Units Scale Factor Converg.
 AE3011;SPC AR N     -   185,252.963   293,320.294   MT  0.99996186   -0 41 18.6
 AE3011;SPC AR N     -   607,784.10    962,335.00   sFT  0.99996186   -0 41 18.6
 AE3011;UTM  15      - 3,983,670.475   483,486.956   MT  0.99960336   -0 06 27.7
 AE3011
 AE3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3011!SPC AR N     -   0.99994367  x   0.99996186  =   0.99990554
 AE3011!UTM  15      -   0.99994367  x   0.99960336  =   0.99954706
 AE3011
 AE3011                          SUPERSEDED SURVEY CONTROL
 AE3011
 AE3011  ELLIP H (09/19/97)  358.95   (m)                       GP(       ) 4 1
 AE3011
 AE3011.Superseded values are not recommended for survey control.
 AE3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3011.See file dsdata.txt to determine how the superseded data were derived.
 AE3011
 AE3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8348783670(NAD 83)
 AE3011_MARKER: DD = SURVEY DISK
 AE3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3011_STAMPING: UNSTAMPED
 AE3011_MARK LOGO: ARGLS 
 AE3011_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3011+STABILITY: SURFACE MOTION
 AE3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3011+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2000
 AE3011
 AE3011  HISTORY     - Date     Condition        Report By
 AE3011  HISTORY     - 1997     MONUMENTED       ARGLS
 AE3011  HISTORY     - 19970419 GOOD             NGS
 AE3011  HISTORY     - 20000111 GOOD             NGS
 AE3011
 AE3011                          STATION DESCRIPTION
 AE3011
 AE3011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE3011'THE STATION IS LOCATED ON THE NEWTON COUNTY FAIRGROUNDS SOUTH OF
 AE3011'JASPER.  TO REACH THE STATION FROM THE NEWTON COUNTY COURTHOUSE IN
 AE3011'JASPER, GO SOUTH ON STATE HIGHWAY 7 FOR 1.4 MI (2.3 KM) TO A SIDE
 AE3011'ROAD, THE ENTRANCE TO FAIRGROUNDS.  TURN LEFT, EAST, AND ENTER
 AE3011'FAIRGROUNDS FOLLOWING THE FIRST DIRT ROAD TO THE NORTHWEST FOR 400
 AE3011'FEET (121.9 M) TO THE FAIRGROUNDS PARKING AREA AND THE STATION ON THE
 AE3011'RIGHT.  THE STATION IS AN ARKANSAS HARN DISK SET IN A 12 INCH DIAMETER
 AE3011'BY 48 INCH DEEP ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED
 AE3011'232.5 FEET (70.9 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE OLD
 AE3011'FAIRGROUND BATHROOMS, 152.4 FEET (46.5 M) SOUTHWEST FROM THE SOUTHWEST
 AE3011'CORNER OF THE MILDRED AND ROSS ATKINSOM BUILDING AND 193.08 FEET
 AE3011'(58.85 M) NORTHWEST FROM THE NORTHWEST CORNER OF THE SOUTHWEST POST ON
 AE3011'THE BRICK WAR MEMORIAL NEAR THE FAIRGROUNDS ENTRANCE.
 AE3011
 AE3011                          STATION RECOVERY (2000)
 AE3011
 AE3011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 AE3011'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2035 ***********************************************************************
 FF2035  DESIGNATION -  W MEMPHIS COTTON OIL MILL TK
 FF2035  PID         -  FF2035
 FF2035  STATE/COUNTY-  AR/CRITTENDEN
 FF2035  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2035
 FF2035                         *CURRENT SURVEY CONTROL
 FF2035  ___________________________________________________________________
 FF2035* NAD 83(1997)-  35 09 21.21350(N)    090 11 04.19613(W)     ADJUSTED  
 FF2035* NAVD 88     -                                                        
 FF2035  ___________________________________________________________________
 FF2035  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 FF2035  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF2035
 FF2035  HORZ ORDER  -  THIRD
 FF2035
 FF2035.The horizontal coordinates were established by classical geodetic methods
 FF2035.and adjusted by the National Geodetic Survey in September 1999..
 FF2035
 FF2035
 FF2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2035
 FF2035.The geoid height was determined by GEOID03.
 FF2035
 FF2035;                    North         East     Units Scale Factor Converg.
 FF2035;SPC AR N     -    92,780.938   565,403.453   MT  0.99996370   +1 03 23.2
 FF2035;SPC AR N     -   304,398.79  1,854,994.50   sFT  0.99996370   +1 03 23.2
 FF2035;SPC TN       -    99,413.570   218,839.971   MT  1.00001794   -2 26 59.2
 FF2035;SPC TN       -   326,159.35    717,977.47   sFT  1.00001794   -2 26 59.2
 FF2035;UTM  15      - 3,893,961.241   756,465.971   MT  1.00041070   +1 37 19.4
 FF2035
 FF2035                          SUPERSEDED SURVEY CONTROL
 FF2035
 FF2035  NAD 83(1997)-  35 09 21.21371(N)    090 11 04.19610(W) AD(       ) 4
 FF2035  NAD 83(1997)-  35 09 21.21751(N)    090 11 04.19623(W) AD(       ) 4
 FF2035  NAD 83(1986)-  35 09 21.22392(N)    090 11 04.19683(W) AD(       ) 4
 FF2035  NAD 27      -  35 09 20.89800(N)    090 11 03.85800(W) AD(       ) 3
 FF2035
 FF2035.Superseded values are not recommended for survey control.
 FF2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2035.See file dsdata.txt to determine how the superseded data were derived.
 FF2035
 FF2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5646693961(NAD 83)
 FF2035_MARKER: 53 = ELEVATED TANK
 FF2035
 FF2035  HISTORY     - Date     Condition        Report By
 FF2035  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2035  HISTORY     - 1979     GOOD             NGS
 FF2035
 FF2035                          STATION DESCRIPTION
 FF2035
 FF2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2035'THE STATION IS LOCATED 0.5 MILE NORTH OF THE WEST MEMPHIS
 FF2035'BUSINESS DISTRICT, 0.05 MILE SOUTH OF WORTHINGTON DRIVE AND
 FF2035'50 FEET EAST OF N MISSOURI STREET.  IT IS A 4 LEGGED STEEL
 FF2035'STRUCTURE SUPPORTING A TANK WITH A CONICAL SHAPED ROOF AND HAS AN
 FF2035'OVERALL HEIGHT OF APPROXIMATELY 150 FEET.
 FF2035'
 FF2035'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 FF2035
 FF2035                          STATION RECOVERY (1979)
 FF2035
 FF2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2035'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FF2035'THE STATION, WEST MEMPHIS COTTON OIL MILL TANK, IS BALL
 FF2035'TOP CENTER.  THE TANK HAS A CYLINDRICAL BODY, CONICAL SHAPED TOP,
 FF2035'HEMISPHERICAL BOTTOM, TRUSS WORK LEGS, IS SILVER IN COLOR AND 41
 FF2035'METERS IN HEIGHT.  IT HAS WEST MEMPHIS COTTON OIL MILL PAINTED ON
 FF2035'NORTH AND SOUTH SIDES AND IS OWNED BY WEST MEMPHIS COTTON OIL
 FF2035'MILL.
 FF2035'
 FF2035'THE STATION IS LOCATED
 FF2035'IN NORTH SECTION OF WEST MEMPHIS ALONG EAST SIDE OF STATE HIGHWAY
 FF2035'77.  IT IS 26 METERS EAST OF THE CENTERLINE OF STATE HIGHWAY 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2034 ***********************************************************************
 FF2034  DESIGNATION -  W MEMPHIS PLANTERS COMPRESS TK
 FF2034  PID         -  FF2034
 FF2034  STATE/COUNTY-  AR/CRITTENDEN
 FF2034  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2034
 FF2034                         *CURRENT SURVEY CONTROL
 FF2034  ___________________________________________________________________
 FF2034* NAD 83(1997)-  35 07 56.98132(N)    090 11 05.56908(W)     ADJUSTED  
 FF2034* NAVD 88     -                                                        
 FF2034  ___________________________________________________________________
 FF2034  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FF2034  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF2034
 FF2034  HORZ ORDER  -  THIRD
 FF2034
 FF2034.The horizontal coordinates were established by classical geodetic methods
 FF2034.and adjusted by the National Geodetic Survey in September 1999..
 FF2034
 FF2034
 FF2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2034
 FF2034.The geoid height was determined by GEOID03.
 FF2034
 FF2034;                    North         East     Units Scale Factor Converg.
 FF2034;SPC AR N     -    90,184.999   565,416.559   MT  0.99996682   +1 03 22.4
 FF2034;SPC AR N     -   295,881.95  1,855,037.49   sFT  0.99996682   +1 03 22.4
 FF2034;SPC TN       -    96,821.545   218,694.285   MT  1.00002281   -2 26 60.0
 FF2034;SPC TN       -   317,655.35    717,499.50   sFT  1.00002281   -2 26 60.0
 FF2034;UTM  15      - 3,891,364.400   756,504.699   MT  1.00041095   +1 37 15.2
 FF2034
 FF2034                          SUPERSEDED SURVEY CONTROL
 FF2034
 FF2034  NAD 83(1997)-  35 07 56.98153(N)    090 11 05.56907(W) AD(       ) 4
 FF2034  NAD 83(1997)-  35 07 56.98499(N)    090 11 05.56889(W) AD(       ) 4
 FF2034  NAD 83(1997)-  35 07 56.99071(N)    090 11 05.56995(W) AD(       ) 4
 FF2034  NAD 83(1986)-  35 07 56.99175(N)    090 11 05.56967(W) AD(       ) 4
 FF2034  NAD 27      -  35 07 56.66100(N)    090 11 05.22800(W) AD(       ) 3
 FF2034
 FF2034.Superseded values are not recommended for survey control.
 FF2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2034.See file dsdata.txt to determine how the superseded data were derived.
 FF2034
 FF2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5650591364(NAD 83)
 FF2034_MARKER: 53 = ELEVATED TANK
 FF2034
 FF2034  HISTORY     - Date     Condition        Report By
 FF2034  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2034  HISTORY     - 1979     GOOD             NGS
 FF2034
 FF2034                          STATION DESCRIPTION
 FF2034
 FF2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2034'THE STATION IS LOCATED 0.9 MILE SOUTH OF THE WEST MEMPHIS
 FF2034'BUSINESS DISTRICT AT THE SOUTH END OF S WOODS STREET.  IT
 FF2034'IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A TANK WITH A CONICAL
 FF2034'SHAPED ROOF AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 135 FEET.
 FF2034'
 FF2034'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 FF2034
 FF2034                          STATION RECOVERY (1979)
 FF2034
 FF2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2034'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FF2034'THE STATION, WEST MEMPHIS PLANTERS TANK, IS BALL TOP CENTER.
 FF2034'THE TANK HAS A CYLINDRICAL BODY, CONICAL SHAPED TOP,
 FF2034'HEMISPHERICAL BOTTOM, 4 TRUSS-WORK LEGS, IS SILVER IN COLOR AND
 FF2034'41 METERS IN HEIGHT.  IT HAS PLANTERS COMPRESS PAINTED ON NORTH
 FF2034'SIDE AND IS OWNED BY PLANTERS COMPRESS COMPANY.
 FF2034'
 FF2034'THE STATION IS LOCATED
 FF2034'1.4 KM SOUTH OF THE CENTER OF WEST MEMPHIS, AT SOUTH
 FF2034'END OF WOODS STREET AND AT WEST END OF COMPRESS COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2815 ***********************************************************************
 EH2815  DESIGNATION -  WABASH
 EH2815  PID         -  EH2815
 EH2815  STATE/COUNTY-  AR/PHILLIPS
 EH2815  USGS QUAD   -  LAKEVIEW (1982)
 EH2815
 EH2815                         *CURRENT SURVEY CONTROL
 EH2815  ___________________________________________________________________
 EH2815* NAD 83(1997)-  34 24 07.61527(N)    090 49 33.45269(W)     ADJUSTED  
 EH2815* NAVD 88     -        57.2    (meters)     188.     (feet)  VERTCON   
 EH2815  ___________________________________________________________________
 EH2815  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 EH2815  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH2815
 EH2815  HORZ ORDER  -  SECOND
 EH2815
 EH2815.The horizontal coordinates were established by classical geodetic methods
 EH2815.and adjusted by the National Geodetic Survey in September 1999..
 EH2815
 EH2815.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2815
 EH2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2815
 EH2815.The geoid height was determined by GEOID03.
 EH2815
 EH2815;                    North         East     Units Scale Factor Converg.
 EH2815;SPC AR S     -   593,103.460   507,940.812   MT  0.99993900   +0 39 25.6
 EH2815;SPC AR S     - 1,945,873.60  1,666,469.15   sFT  0.99993900   +0 39 25.6
 EH2815;SPC MS W     -   543,660.060   654,706.508   MT  0.99997528   -0 16 42.0
 EH2815;SPC MS W     - 1,783,658.05  2,147,982.93   sFT  0.99997528   -0 16 42.0
 EH2815;UTM  15      - 3,808,885.868   699,834.476   MT  1.00009226   +1 13 43.4
 EH2815
 EH2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2815!SPC AR S     -   0.99999526  x   0.99993900  =   0.99993426
 EH2815!SPC MS W     -   0.99999526  x   0.99997528  =   0.99997054
 EH2815!UTM  15      -   0.99999526  x   1.00009226  =   1.00008752
 EH2815
 EH2815|---------------------------------------------------------------------|
 EH2815| PID    Reference Object                     Distance      Geod. Az  |
 EH2815|                                                           dddmmss.s |
 EH2815| CY6690 WABASH RM 2                          29.742 METERS 02253     |
 EH2815| EH2764 HELENA ARK PWR AND LT STK           APPROX.21.9 KM 0720936.3 |
 EH2815| EH2813 WABASH HOWE LUMBER CO TANK          APPROX. 1.5 KM 2064652.6 |
 EH2815| CY6688 WABASH AZ MK                                       3000718.3 |
 EH2815| CY6689 WABASH RM 1                          29.987 METERS 30610     |
 EH2815|---------------------------------------------------------------------|
 EH2815
 EH2815                          SUPERSEDED SURVEY CONTROL
 EH2815
 EH2815  NAD 83(1997)-  34 24 07.61704(N)    090 49 33.45217(W) AD(       ) 2
 EH2815  NAD 83(1986)-  34 24 07.62367(N)    090 49 33.45164(W) AD(       ) 2
 EH2815  NAD 27      -  34 24 07.25481(N)    090 49 33.05631(W) AD(       ) 2
 EH2815  NGVD 29 (07/19/86)   57.2    (m)          188.     (f) VERT ANG       
 EH2815
 EH2815.Superseded values are not recommended for survey control.
 EH2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2815.See file dsdata.txt to determine how the superseded data were derived.
 EH2815
 EH2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9983408886(NAD 83)
 EH2815_MARKER: DS = TRIANGULATION STATION DISK
 EH2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2815_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 EH2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2815+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 EH2815
 EH2815  HISTORY     - Date     Condition        Report By
 EH2815  HISTORY     - 1965     MONUMENTED       CGS
 EH2815  HISTORY     - 1980     GOOD             NGS
 EH2815  HISTORY     - 20050412 GOOD             USACE
 EH2815
 EH2815                          STATION DESCRIPTION
 EH2815
 EH2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2815'THE STATION IS 16 MILES SOUTHWEST OF HELENA, 12-1/2 MILES
 EH2815'SOUTHEAST OF MARVELL, 1 MILE NORTH OF WABASH, 1/2 MILE WEST OF
 EH2815'OLD TOWN LAKE, AND ON PROPERTY CONTROLLED BY THE LEVEE
 EH2815'BOARD.
 EH2815'
 EH2815'TO REACH THE STATION FROM THE POST OFFICE IN WABASH, GO SOUTH
 EH2815'AND EAST ON A GRAVEL ROAD FOR 0.1 MILE TO THE JUNCTION WITH
 EH2815'STATE HIGHWAY 44 AND 85.  CONTINUE EAST AND NORTH ON HIGHWAY
 EH2815'44 AND 85 FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT, 0.05
 EH2815'MILE SOUTH OF A BRIDGE WHICH CROSSES MCGEHEE BAYOU.  TURN
 EH2815'LEFT AND GO WEST ON A GRADED ROAD FOR 0.3 MILE TO A RAILROAD
 EH2815'CROSSING, A ROAD FORK, AND A CATTLE GUARD.  BEAR RIGHT
 EH2815'AND GO NORTHWEST ON A GRAVEL ROAD, CROSSING THE CATTLE GUARD,
 EH2815'FOR 0.05 MILE TO THE TOP OF A LEVEE.  TURN RIGHT AND GO EAST
 EH2815'ON THE LEVEE FOR 0.05 MILE TO A FENCE AND THE STATION.
 EH2815'
 EH2815'STATION MARKS ARE STANDARD DISKS STAMPED WABASH 1965.  THE SURFACE
 EH2815'DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EH2815'SURFACE OF THE GROUND.  IT IS 72.5 FEET WEST OF THE WEST
 EH2815'RAIL OF THE RAILROAD TRACKS, 71 FEET NORTH OF THE CENTER OF
 EH2815'THE CATTLE GUARD, AND 24.5 FEET WEST OF A METAL WITNESS
 EH2815'POST SET IN A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 EH2815'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 EH2815'THE GROUND.
 EH2815'
 EH2815'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WABASH NO 1
 EH2815'1965, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EH2815'SURFACE OF THE GROUND.  IT IS 107 FEET NORTH OF THE METAL WITNESS
 EH2815'POST SET IN THE FENCE, 74.5 FEET WEST OF THE WEST RAIL OF THE
 EH2815'RAILROAD TRACKS, 44 FEET SOUTHWEST OF A TELEPHONE POLE,
 EH2815'AND 26 FEET WEST OF A FENCE.
 EH2815'
 EH2815'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WABASH NO 2 1965, IS
 EH2815'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 EH2815'THE GROUND.  IT IS 122 FEET WEST OF THE METAL WITNESS POST
 EH2815'SET IN THE FENCE, AND 8 FEET NORTH OF THE CENTER OF THE LEVEE.
 EH2815'
 EH2815'AZIMUTH MARK, A STANDARD DISK STAMPED WABASH 1965, IS SET
 EH2815'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 EH2815'GROUND.  IT IS AT THE SOUTHEAST CORNER OF A CATTLE GUARD, 39
 EH2815'FEET EAST OF A CORNER FENCE POST, 10 FEET SOUTH OF THE CENTER
 EH2815'OF THE LEVEE ROAD, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 EH2815'
 EH2815'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON THE
 EH2815'LEVEE ROAD FOR 0.45 MILE TO A CATTLE GUARD AND THE AZIMUTH
 EH2815'MARK ON THE LEFT.
 EH2815'
 EH2815'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG TAPE TENSION.
 EH2815'
 EH2815'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 EH2815
 EH2815                          STATION RECOVERY (1980)
 EH2815
 EH2815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2815'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 EH2815'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 EH2815'REFERENCE MARK 1 WAS NOTED TO BE 0.025 METER SHORTER AND
 EH2815'REFERENCE MARK 2 WAS NOTED TO BE 0.007 METER LONGER THAN
 EH2815'THE 1965 OBSERVATIONS.  THE DIRECTIONS TO THE REFERENCE MARKS
 EH2815'CHECKED ADEQUATE.
 EH2815'
 EH2815'THE STATION IS LOCATED 27 KM SOUTHWEST OF HELENA,
 EH2815'1.6 KM NORTH OF WABASH, 0.8 KM WEST OF OLD TOWN LAKE, AND
 EH2815'ON PROPERTY CONTROLLED BY THE COTTON BELT LEVEE DISTRICT
 EH2815'NO. 1.  PERMISSION TO USE THE STATION WAS OBTAINED FROM
 EH2815'MR. JAMES C. FRAZIER, CHIEF ENGINEER FOR THE COTTON BELT
 EH2815'LEVEE DISTRICT NO. 1, P.O. BOX 236, HELENA, AR 72342.
 EH2815'TELEPHONE NUMBER 501-338-3776.
 EH2815'
 EH2815'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 44
 EH2815'AND 85, ABOUT 4.8 KM (3 MI) SOUTH OF THE SMALL COMMUNITY
 EH2815'OF ONEIDA, GO SOUTHWEST ON STATE ROUTES 44 AND 85 FOR
 EH2815'4.0 KM (2.5 MI) TO A DIRT SIDE ROAD RIGHT, JUST AFTER
 EH2815'CROSSING A BRIDGE OVER A SMALL CREEK.  TURN RIGHT AND GO
 EH2815'WEST FOR 0.48 KM (0.3 MI) TO A FORK, JUST AFTER CROSSING
 EH2815'A RAILROAD TRACK.  TAKE THE RIGHT FORK, CROSSING A CATTLE
 EH2815'GUARD FOR 0.08 KM (0.05 MI) TO THE STATION ON
 EH2815'THE RIGHT ON TOP OF THE LEVEE.
 EH2815'
 EH2815'THE STATION IS A STANDARD CGS DISK
 EH2815'STAMPED---WABASH 1965---,
 EH2815'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2815'FLUSH WITH GROUND.  IT IS LOCATED
 EH2815'21.6 METERS NORTH-NORTHEAST FROM THE CENTER OF A CATTLEGUARD,
 EH2815'7.5 METERS NORTHWEST FROM A FENCE, AND
 EH2815'IN THE CENTER OF THE LEVEE.
 EH2815'
 EH2815'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 EH2815'STAMPED---WABASH NO 1 1965---,
 EH2815'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2815'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 EH2815'29.98 METERS NORTH FROM THE CENTER OF THE LEVEE AND
 EH2815'8.10 METERS NORTHWEST FROM THE FENCE.
 EH2815'MARK IS BELOW STATION 2 METERS.
 EH2815'
 EH2815'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 EH2815'STAMPED---WABASH NO 2 1965---,
 EH2815'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2815'FLUSH WITH GROUND.  IT IS LOCATED
 EH2815'36.8 METERS NORTHWEST FROM THE FENCE,
 EH2815'13 METERS NORTHEAST FROM THE CENTER OF THE ROAD, AND
 EH2815'3.0 METERS NORTH-NORTHEAST FROM THE CENTER OF THE LEVEE.
 EH2815'MARK IS LEVEL WITH STATION.
 EH2815'
 EH2815'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 EH2815'STAMPED---WABASH 1965---,
 EH2815'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2815'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 EH2815'20.4 METERS SOUTHEAST FROM THE JUNCTION OF THE LEVEE ROAD
 EH2815'AND A DIRT CROSS ROAD,
 EH2815'3.0 METERS SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD, AND
 EH2815'0.35 METER SOUTH FROM A FENCE POST.
 EH2815'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWEST ON
 EH2815'THE LEVEE FOR 0.80 KM (0.5 MI) TO THE MARK ON THE LEFT.
 EH2815'
 EH2815'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 75 METERS.
 EH2815'
 EH2815'A GEODIMETER TIE WAS MADE TO TRIANGULATION STATION STELLA
 EH2815'UTILIZING A G-MAST.
 EH2815
 EH2815                          STATION RECOVERY (2005)
 EH2815
 EH2815'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 EH2815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2813 ***********************************************************************
 EH2813  DESIGNATION -  WABASH HOWE LUMBER CO TANK
 EH2813  PID         -  EH2813
 EH2813  STATE/COUNTY-  AR/PHILLIPS
 EH2813  USGS QUAD   -  LAKEVIEW (1982)
 EH2813
 EH2813                         *CURRENT SURVEY CONTROL
 EH2813  ___________________________________________________________________
 EH2813* NAD 83(1997)-  34 23 23.40814(N)    090 50 00.36715(W)     ADJUSTED  
 EH2813* NAVD 88     -                                                        
 EH2813  ___________________________________________________________________
 EH2813  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EH2813  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH2813
 EH2813  HORZ ORDER  -  THIRD
 EH2813
 EH2813.The horizontal coordinates were established by classical geodetic methods
 EH2813.and adjusted by the National Geodetic Survey in September 1999..
 EH2813
 EH2813
 EH2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2813
 EH2813.The geoid height was determined by GEOID03.
 EH2813
 EH2813;                    North         East     Units Scale Factor Converg.
 EH2813;SPC AR S     -   591,733.586   507,269.002   MT  0.99993765   +0 39 10.5
 EH2813;SPC AR S     - 1,941,379.27  1,664,265.05   sFT  0.99993765   +0 39 10.5
 EH2813;SPC MS W     -   542,301.286   654,012.397   MT  0.99997606   -0 16 56.9
 EH2813;SPC MS W     - 1,779,200.14  2,145,705.67   sFT  0.99997606   -0 16 56.9
 EH2813;UTM  15      - 3,807,509.152   699,176.260   MT  1.00008902   +1 13 26.8
 EH2813
 EH2813                          SUPERSEDED SURVEY CONTROL
 EH2813
 EH2813  NAD 83(1997)-  34 23 23.40997(N)    090 50 00.36679(W) AD(       ) 4
 EH2813  NAD 83(1986)-  34 23 23.41671(N)    090 50 00.36597(W) AD(       ) 4
 EH2813  NAD 27      -  34 23 23.04626(N)    090 49 59.97140(W) AD(       ) 3
 EH2813
 EH2813.Superseded values are not recommended for survey control.
 EH2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2813.See file dsdata.txt to determine how the superseded data were derived.
 EH2813
 EH2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9917607509(NAD 83)
 EH2813_MARKER: 53 = ELEVATED TANK
 EH2813
 EH2813  HISTORY     - Date     Condition        Report By
 EH2813  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2813
 EH2813                          STATION DESCRIPTION
 EH2813
 EH2813'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2813'THE STATION IS TOP CENTER OF THE HOWE LUMBER CO., WATER TANK.
 EH2813'THE STRUCTURE IS 85 FEET HIGH AND IS SUPPORTED BY 4 STEEL LEGS
 EH2813'WHICH ARE ANCHORED TO THE TOP OF CONCRETE FOUNDATIONS
 EH2813'APPROXIMATELY 4 FEET HIGH AND 3 FEET SQUARE AT THE TOP.
 EH2813'IT IS PAINTED SILVER AND IS ON PROPERTY OWNED BY THE HOWE
 EH2813'LUMBER CO., ON THE SOUTHWEST EDGE OF WABASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3032 ***********************************************************************
 EH3032  DESIGNATION -  WABBASEKA MUNICIPAL TANK
 EH3032  PID         -  EH3032
 EH3032  STATE/COUNTY-  AR/JEFFERSON
 EH3032  USGS QUAD   -  ALTHEIMER (1971)
 EH3032
 EH3032                         *CURRENT SURVEY CONTROL
 EH3032  ___________________________________________________________________
 EH3032* NAD 83(1997)-  34 21 39.35979(N)    091 47 41.67196(W)     ADJUSTED  
 EH3032* NAVD 88     -                                                        
 EH3032  ___________________________________________________________________
 EH3032  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EH3032  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH3032
 EH3032  HORZ ORDER  -  THIRD
 EH3032
 EH3032.The horizontal coordinates were established by classical geodetic methods
 EH3032.and adjusted by the National Geodetic Survey in September 1999..
 EH3032
 EH3032
 EH3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3032
 EH3032.The geoid height was determined by GEOID03.
 EH3032
 EH3032;                    North         East     Units Scale Factor Converg.
 EH3032;SPC AR S     -   587,935.378   418,865.541   MT  0.99993465   +0 06 53.2
 EH3032;SPC AR S     - 1,928,917.99  1,374,228.03   sFT  0.99993465   +0 06 53.2
 EH3032;UTM  15      - 3,802,834.538   610,817.648   MT  0.99975137   +0 40 48.8
 EH3032
 EH3032                          SUPERSEDED SURVEY CONTROL
 EH3032
 EH3032  NAD 83(1986)-  34 21 39.36753(N)    091 47 41.66552(W) AD(       ) 4
 EH3032  NAD 27      -  34 21 39.01771(N)    091 47 41.19091(W) AD(       ) 3
 EH3032
 EH3032.Superseded values are not recommended for survey control.
 EH3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3032.See file dsdata.txt to determine how the superseded data were derived.
 EH3032
 EH3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1081802835(NAD 83)
 EH3032_MARKER: 53 = ELEVATED TANK
 EH3032
 EH3032  HISTORY     - Date     Condition        Report By
 EH3032  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH3032
 EH3032                          STATION DESCRIPTION
 EH3032
 EH3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH3032'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ABOUT
 EH3032'100 FEET EAST OF THE POST OFFICE IN WABBASEKA. IT IS A 4 LEGGED
 EH3032'STEEL TANK PAINTED SILVER, WITH THE LEGEND WABBASEKA PRINTED IN
 EH3032'LARGE BLACK LETTERS ON THE NORTHEAST AND SOUTHWEST SIDES.
 EH3032'THE OVERALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1031 ***********************************************************************
 GE1031  DESIGNATION -  WALCOTT
 GE1031  PID         -  GE1031
 GE1031  STATE/COUNTY-  AR/GREENE
 GE1031  USGS QUAD   -  WALCOTT (1992)
 GE1031
 GE1031                         *CURRENT SURVEY CONTROL
 GE1031  ___________________________________________________________________
 GE1031* NAD 83(1997)-  36 02 21.99252(N)    090 39 24.71380(W)     ADJUSTED  
 GE1031* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 GE1031  ___________________________________________________________________
 GE1031  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GE1031  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GE1031
 GE1031  HORZ ORDER  -  FIRST
 GE1031
 GE1031.The horizontal coordinates were established by classical geodetic methods
 GE1031.and adjusted by the National Geodetic Survey in September 1999..
 GE1031
 GE1031.The orthometric height was scaled from a topographic map.
 GE1031
 GE1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1031
 GE1031.The geoid height was determined by GEOID03.
 GE1031
 GE1031;                    North         East     Units Scale Factor Converg.
 GE1031;SPC AR N     -   190,107.453   521,033.980   MT  0.99996742   +0 46 53.6
 GE1031;SPC AR N     -   623,710.87  1,709,425.65   sFT  0.99996742   +0 46 53.6
 GE1031;UTM  15      - 3,990,863.543   711,094.247   MT  1.00014910   +1 22 44.7
 GE1031
 GE1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1031!SPC AR N     -   0.99998195  x   0.99996742  =   0.99994937
 GE1031!UTM  15      -   0.99998195  x   1.00014910  =   1.00013105
 GE1031
 GE1031|---------------------------------------------------------------------|
 GE1031| PID    Reference Object                     Distance      Geod. Az  |
 GE1031|                                                           dddmmss.s |
 GE1031| CI4895 WALCOTT RM 1                         25.796 METERS 15324     |
 GE1031| CI4896 WALCOTT RM 2                         38.468 METERS 20329     |
 GE1031| CI4894 WALCOTT AZ MK                                      2413728.1 |
 GE1031|---------------------------------------------------------------------|
 GE1031
 GE1031                          SUPERSEDED SURVEY CONTROL
 GE1031
 GE1031  NAD 83(1986)-  36 02 22.00314(N)    090 39 24.71382(W) AD(       ) 1
 GE1031  NAD 27      -  36 02 21.74970(N)    090 39 24.31410(W) AD(       ) 1
 GE1031
 GE1031.Superseded values are not recommended for survey control.
 GE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1031.See file dsdata.txt to determine how the superseded data were derived.
 GE1031
 GE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1109490864(NAD 83)
 GE1031_MARKER: DS = TRIANGULATION STATION DISK
 GE1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1031
 GE1031  HISTORY     - Date     Condition        Report By
 GE1031  HISTORY     - 1953     MONUMENTED       CGS
 GE1031  HISTORY     - 20020916 MARK NOT FOUND   USACE
 GE1031
 GE1031                          STATION DESCRIPTION
 GE1031
 GE1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1031'THE STATION IS LOCATED ABOUT 1 MILE EAST OF WALCOTT, 43 FEET
 GE1031'NORTHWEST OF THE CENTER OF A GRADED ROAD, 38 FEET NORTH OF
 GE1031'AN OAK TREE WITH A TRIANGLE BLAZE AND 2 FEET SOUTHEAST OF A
 GE1031'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED WALCOTT
 GE1031'1953.
 GE1031'
 GE1031'REFERENCE MARK NO. 1 IS 41 FEET SOUTHEAST OF THE CENTER
 GE1031'OF A GRADED ROAD, 41 FEET NORTHEAST OF THE CENTER OF THE DRIVEWAY
 GE1031'AND 1 FOOT WEST OF A FENCE CORNER.  IT IS STAMPED WALCOTT
 GE1031'NO 1 1953 AND IT IS SET FLUSH WITH THE GROUND.
 GE1031'
 GE1031'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE CENTER OF THE
 GE1031'GRADED ROAD 21 FEET WEST SOUTHWEST OF THE CENTER OF THE
 GE1031'DRIVEWAY AND 13 FEET EAST NORTHEAST OF A LARGE OAK TREE.
 GE1031'IT IS STAMPED WALCOTT NO 2 1953 AND IT IS SET FLUSH WITH THE
 GE1031'GROUND.
 GE1031'
 GE1031'THE AZIMUTH MARK IS 50 FEET SOUTHWEST OF A POWER LINE POLE,
 GE1031'36 FEET SOUTHEAST OF A T ROAD JUNCTION AND 1.5 FEET NORTHEAST
 GE1031'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED
 GE1031'WALCOTT 1953.
 GE1031'
 GE1031'TO REACH THE STATION FROM THE POST OFFICE IN WALCOTT GO
 GE1031'SOUTHWESTERLY ON THE MAIN STREET FOR 0.05 MILE TO A FORK,
 GE1031'TURN LEFT, UP HILL, AND FOLLOW MAIN TRAVELED ROAD SOUTHEAST
 GE1031'AND EAST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GE1031'EAST AND NORTHEAST FOR 0.5 MILE TO THE STATION ON THE LEFT
 GE1031'AS DESCRIBED.
 GE1031'
 GE1031'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1031
 GE1031                          STATION RECOVERY (2002)
 GE1031
 GE1031'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1031'ROADWAY HAS BEEN CLEARED AND WIDENED.  ASSUMED MARK DESTROYED BY
 GE1031'CONSTRUCTION.
 GE1031'RM 2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0915 ***********************************************************************
 FF0915  DESIGNATION -  WALDENBURG AZ MK
 FF0915  PID         -  FF0915
 FF0915  STATE/COUNTY-  AR/POINSETT
 FF0915  USGS QUAD   -  WEINER (1980)
 FF0915
 FF0915                         *CURRENT SURVEY CONTROL
 FF0915  ___________________________________________________________________
 FF0915* NAD 83(1986)-  35 33 54.     (N)    090 55 25.     (W)     SCALED    
 FF0915* NAVD 88     -        73.097  (meters)     239.82   (feet)  ADJUSTED  
 FF0915  ___________________________________________________________________
 FF0915  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF0915  DYNAMIC HT  -          73.033 (meters)     239.61  (feet)  COMP
 FF0915  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 FF0915
 FF0915  VERT ORDER  -  FIRST     CLASS II
 FF0915
 FF0915.The horizontal coordinates were scaled from a topographic map and have
 FF0915.an estimated accuracy of +/- 6 seconds.
 FF0915
 FF0915.The orthometric height was determined by differential leveling
 FF0915.and adjusted by the National Geodetic Survey in June 1991..
 FF0915
 FF0915.The geoid height was determined by GEOID03.
 FF0915
 FF0915.The dynamic height is computed by dividing the NAVD 88
 FF0915.geopotential number by the normal gravity value computed on the
 FF0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0915.degrees latitude (g = 980.6199 gals.).
 FF0915
 FF0915.The modeled gravity was interpolated from observed gravity values.
 FF0915
 FF0915;                    North         East    Units  Estimated Accuracy
 FF0915;SPC AR N     -   137,180.      497,570.      MT  (+/- 180 meters Scaled)
 FF0915
 FF0915                          SUPERSEDED SURVEY CONTROL
 FF0915
 FF0915  NGVD 29 (??/??/??)   73.040  (m)          239.63   (f) ADJUSTED    1 2
 FF0915
 FF0915.Superseded values are not recommended for survey control.
 FF0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0915.See file dsdata.txt to determine how the superseded data were derived.
 FF0915
 FF0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV881376(NAD 83)
 FF0915_MARKER: DZ = AZIMUTH MARK DISK
 FF0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0915_STAMPING: WALDENBURG 1954
 FF0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0915+STABILITY: SURFACE MOTION
 FF0915
 FF0915  HISTORY     - Date     Condition        Report By
 FF0915  HISTORY     - 1954     MONUMENTED       CGS
 FF0915  HISTORY     - 1956     GOOD             CGS
 FF0915  HISTORY     - 20020821 POOR             USACE
 FF0915
 FF0915                          STATION DESCRIPTION
 FF0915
 FF0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0915'0.4 MI E FROM WALDENBURG.
 FF0915'0.35 MILE EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0915'STATE HIGHWAY 39 AT WALDENBURG, 44 FEET SOUTH OF CENTER LINE OF
 FF0915'HIGHWAY, 2 1/2 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER,
 FF0915'8 FEET SOUTHWEST OF WEST END OF A 24-INCH PIPE CULVERT UNDER A
 FF0915'FARM DRIVE, 124 FEET EAST-SOUTHEAST OF EAST END OF SOUTH
 FF0915'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 132
 FF0915'FEET SOUTHWEST AND ACROSS HIGHWAY FROM A 30-INCH OAK TREE ON LAWN
 FF0915'OF A SMALL HOUSE, 4 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 FF0915'POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF
 FF0915'A CONCRETE POST PROJECTING 3 INCHES.
 FF0915
 FF0915                          STATION RECOVERY (2002)
 FF0915
 FF0915'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0915'THE STATION FOUND WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0830 ***********************************************************************
 FF0830  DESIGNATION -  WALDENBURG RESET
 FF0830  PID         -  FF0830
 FF0830  STATE/COUNTY-  AR/POINSETT
 FF0830  USGS QUAD   -  WEINER (1980)
 FF0830
 FF0830                         *CURRENT SURVEY CONTROL
 FF0830  ___________________________________________________________________
 FF0830* NAD 83(1997)-  35 34 06.70431(N)    090 55 41.58705(W)     ADJUSTED  
 FF0830* NAVD 88     -        72.731  (meters)     238.62   (feet)  ADJUSTED  
 FF0830  ___________________________________________________________________
 FF0830  X           -     -84,142.036 (meters)                     COMP
 FF0830  Y           -  -5,193,347.385 (meters)                     COMP
 FF0830  Z           -   3,689,381.583 (meters)                     COMP
 FF0830  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FF0830  ELLIP HEIGHT-          45.16  (meters)          (09/24/01) GPS OBS
 FF0830  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF0830  DYNAMIC HT  -          72.668 (meters)     238.41  (feet)  COMP
 FF0830  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 FF0830
 FF0830  HORZ ORDER  -  FIRST
 FF0830  VERT ORDER  -  FIRST     CLASS II
 FF0830  ELLP ORDER  -  FOURTH    CLASS II
 FF0830
 FF0830.The horizontal coordinates were established by GPS observations
 FF0830.and adjusted by the National Geodetic Survey in September 1999..
 FF0830
 FF0830.The orthometric height was determined by differential leveling
 FF0830.and adjusted by the National Geodetic Survey in June 1991..
 FF0830
 FF0830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0830
 FF0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0830
 FF0830.The ellipsoidal height was determined by GPS observations
 FF0830.and is referenced to NAD 83.
 FF0830
 FF0830.The geoid height was determined by GEOID03.
 FF0830
 FF0830.The dynamic height is computed by dividing the NAVD 88
 FF0830.geopotential number by the normal gravity value computed on the
 FF0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0830.degrees latitude (g = 980.6199 gals.).
 FF0830
 FF0830.The modeled gravity was interpolated from observed gravity values.
 FF0830
 FF0830;                    North         East     Units Scale Factor Converg.
 FF0830;SPC AR N     -   137,563.131   497,151.271   MT  0.99993597   +0 37 25.2
 FF0830;SPC AR N     -   451,321.71  1,631,070.46   sFT  0.99993597   +0 37 25.2
 FF0830;UTM  15      - 3,938,068.714   687,749.894   MT  1.00003440   +1 12 19.6
 FF0830
 FF0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0830!SPC AR N     -   0.99999291  x   0.99993597  =   0.99992888
 FF0830!UTM  15      -   0.99999291  x   1.00003440  =   1.00002731
 FF0830
 FF0830|---------------------------------------------------------------------|
 FF0830| PID    Reference Object                     Distance      Geod. Az  |
 FF0830|                                                           dddmmss.s |
 FF0830| FF0831 WALDENBURG RM 2                      28.270 METERS 01525     |
 FF0830| FF2123 WEINER ROBERTS RICE MILLS TANK      APPROX. 6.0 KM 0231433.3 |
 FF0830| FF2124 WEINER ROBERTS RICE MILLS ELEV      APPROX. 6.1 KM 0242146.7 |
 FF0830| FF0915 WALDENBURG AZ MK                                   1335630.2 |
 FF0830| FF2098 HICKORY RIDGE RICE GROWER ELEV      APPROX.19.8 KM 1981943.7 |
 FF0830| CI4897 WALDENBURG RM 3                      28.308 METERS 21601     |
 FF0830| FF0829 WALDENBURG RM 1                      28.698 METERS 21606     |
 FF0830|---------------------------------------------------------------------|
 FF0830
 FF0830                          SUPERSEDED SURVEY CONTROL
 FF0830
 FF0830  ELLIP H (09/14/99)   45.21   (m)                       GP(       ) 4 1
 FF0830  NAD 83(1997)-  35 34 06.70637(N)    090 55 41.58564(W) AD(       ) 1
 FF0830  NAD 83(1986)-  35 34 06.71764(N)    090 55 41.58531(W) AD(       ) 1
 FF0830  NAD 27      -  35 34 06.42790(N)    090 55 41.16190(W) AD(       ) 2
 FF0830  NGVD 29 (??/??/??)   72.674  (m)          238.43   (f) ADJUSTED    1 2
 FF0830
 FF0830.Superseded values are not recommended for survey control.
 FF0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0830.See file dsdata.txt to determine how the superseded data were derived.
 FF0830
 FF0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8775038069(NAD 83)
 FF0830_MARKER: DS = TRIANGULATION STATION DISK
 FF0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0830_SP_SET: CONCRETE POST
 FF0830_STAMPING: WALDENBURG 1954 1970
 FF0830_MARK LOGO: CGS   
 FF0830_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0830+STABILITY: SURFACE MOTION
 FF0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0830+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0830
 FF0830  HISTORY     - Date     Condition        Report By
 FF0830  HISTORY     - 1954     MONUMENTED       CGS
 FF0830  HISTORY     - 1956     GOOD             CGS
 FF0830  HISTORY     - 1970     SEE DESCRIPTION  NGS
 FF0830  HISTORY     - 19900319 GOOD             NGS
 FF0830  HISTORY     - 19910108 GOOD             NGS
 FF0830  HISTORY     - 20020821 GOOD             USACE
 FF0830
 FF0830                          STATION DESCRIPTION
 FF0830
 FF0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF0830'THE STATION IS ABOUT 0.3 MILE NORTHEAST OF WALDENBURG AND 0.25
 FF0830'MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 14 AND 39, IN
 FF0830'SECTION 19, T 11 N, R 2 E AND ON LAND OWNED BY LOUIE SCHISLER.
 FF0830'IT IS 60 FEET EAST OF THE CENTER OF STATE HIGHWAY 39 AND 13
 FF0830'FEET EAST OF A POWERLINE POLE AND 6 FEET NORTH OF A 4 X 4
 FF0830'INCH WHITE WITNESS POST.
 FF0830'
 FF0830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 FF0830'39 IN WALDENBURG, GO NORTH ON STATE HIGHWAY 39 FOR 0.25 MILE
 FF0830'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 FF0830'THE JUNCTION OF STATE HIGHWAYS 14 AND 39, GO EAST ON HIGHWAY
 FF0830'14 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FF0830'
 FF0830'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FF0830'WALDENBURG 1954.
 FF0830'
 FF0830'REFERENCE MARK 1 IS 43 FEET EAST OF THE CENTER OF THE HIGHWAY
 FF0830'AND 23 FEET NORTH OF A POWERLINE POLE.  THE MARK PROJECTS 5
 FF0830'INCHES AND THE DISK IS STAMPED WALDENBURG NO 1 1954.
 FF0830'
 FF0830'REFERENCE MARK 2 IS 47 FEET SOUTH OF A POWERLINE POLE AND 45
 FF0830'FEET EAST OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS 4
 FF0830'INCHES AND THE DISK IS STAMPED WALDENBURG NO 2 1954.
 FF0830'
 FF0830'THE AZIMUTH MARK IS 43 FEET SOUTH OF THE CENTER OF STATE
 FF0830'HIGHWAY 14, 16 FEET WEST OF THE CENTER OF A DRIVE LEADING
 FF0830'TO A FIELD, 4 FEET SOUTHEAST OF A 4 X 4 INCH WHITE WITNESS
 FF0830'POST AND 2 FEET SOUTHWEST OF A TRANSFORMER POLE.  THE MARK
 FF0830'PROJECTS 6 INCHES AND THE DISK IS STAMPED WALDENBURG 1954.
 FF0830'
 FF0830'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF0830
 FF0830                          STATION RECOVERY (1956)
 FF0830
 FF0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0830'0.2 MI N FROM WALDENBURG.
 FF0830'ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 39 FROM THE INTERSECTION
 FF0830'OF STATE HIGHWAY 14 AT WALDENBURG, ACROSS HIGHWAY FROM POLE NO.
 FF0830'149/10 OF ST. LOUIS SOUTHWESTERN RAILWAY, 61 FEET EAST-SOUTHEAST
 FF0830'OF CENTER LINE OF HIGHWAY, 146 FEET EAST-SOUTHEAST AND ACROSS
 FF0830'HIGHWAY FROM THE NEAR RAIL OF TRACK, 139 FEET SOUTH OF A
 FF0830'COMBINATION POWER AND TELEPHONE POLE, 165 FEET SOUTH OF SOUTH
 FF0830'END OF EAST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER
 FF0830'HIGHWAY, 5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 FF0830'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 FF0830'INCHES.
 FF0830
 FF0830                          STATION RECOVERY (1970)
 FF0830
 FF0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FF0830'THE STATION MARK WAS FOUND WITH THE TOP 12 INCHES OF THE
 FF0830'MONUMENT BROKEN OFF.  REFERENCE MARK NO. 1 WAS FOUND COMPLETELY
 FF0830'UPROOTED AND PART OF THE MONUMENT BROKEN OFF AND THE DISK WAS
 FF0830'REMOVED.  REFERENCE MARK NO. 2 WAS FOUND IN FAIR CONDITION,
 FF0830'BUT SLIGHTLY TILTED AND BADLY CHIPPED.  THE AZIMUTH MARK WAS
 FF0830'FOUND IN GOOD CONDITION.  THE SURFACE MARK MONUMENT WAS REMOVED
 FF0830'AND THE UNDERGROUND STATION MARK FOUND IN GOOD CONDITION.
 FF0830'A FIRM PLUMBING BENCH WAS BUILT OVER THE UNDERGROUND MARK AND
 FF0830'THE POINT HELD, AND A NEW SURFACE MARK WAS SET IN THE EXACT,
 FF0830'ORIGINAL HORIZONTAL POSITION.  A NEW REFERENCE MARK NO. 3
 FF0830'WAS ESTABLISHED.  THE STATION WAS OCCUPIED AND THE
 FF0830'HORIZONTAL ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE
 FF0830'REFERENCE MARKS.  THE HORIZONTAL ANGLE OBSERVED BETWEEN THE
 FF0830'AZIMUTH MARK AND REFERENCE MARK NO. 2 CHECKED THE 1954
 FF0830'OBSERVED ANGLE WITHIN THE ALLOWABLE.  HOWEVER, THE
 FF0830'HORIZONTAL MEASURE DISTANCE BETWEEN THE UNDERGROUND STATION
 FF0830'MARK AND REFERENCE MARK NO. 2 SHOWED A DISCREPANCY OF PLUS
 FF0830'0.03 OF A FOOT.
 FF0830'
 FF0830'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF0830'
 FF0830'THE STATION IS LOCATED ABOUT 0.3 OF A MILE NORTHEAST OF WALDENBURG
 FF0830'AND 0.25 OF A MILE NORTHEAST OF THE JUNCTION OF STATE ROUTES 14
 FF0830'AND 39, IN A SMALL WEDGE SHAPED PIECE OF PROPERTY BETWEEN STATE
 FF0830'ROUTE 39 AND A LARGE DRAINAGE DITCH, AND ON THE PROPERTY OF
 FF0830'MR. LOUIE SCHISLER.
 FF0830'
 FF0830'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 14 AND
 FF0830'39 IN WALDENBURG, GO NORTHEASTERLY ON STATE ROUTE 39 FOR 0.25
 FF0830'OF A MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FF0830'
 FF0830'THE STATION IS 139 FEET SOUTH OF A POWERLINE POLE, 115 FEET
 FF0830'NORTH OF A POWERLINE POLE, 60 FEET EAST OF THE APPROXIMATE
 FF0830'CENTER OF STATE ROUTE 39, 28 FEET WEST OF A DRAINAGE DITCH,
 FF0830'AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 FF0830'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 FF0830'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF0830'WALDENBURG 1954 1970.
 FF0830'
 FF0830'REFERENCE MARK NO. 2 IS 47 FEET SOUTH OF A POWERLINE POLE, 44
 FF0830'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 39 AND 8
 FF0830'FEET WEST OF A DRAINAGE DITCH.  IT IS A STANDARD DISK SET IN
 FF0830'THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2
 FF0830'INCHES AND THE DISK IS STAMPED WALDENBURG NO 2 1954.
 FF0830'
 FF0830'REFERENCE MARK NO. 3 IS 77 FEET WEST OF THE DRAINAGE DITCH,
 FF0830'43 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 39 AND
 FF0830'24 FEET NORTH-NORTHWEST OF A POWERLINE POLE.  IT IS A STANDARD
 FF0830'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FF0830'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED WALDENBURG 1954
 FF0830'NO 3 1970.
 FF0830'
 FF0830'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2
 FF0830'AND REFERENCE MARK NO. 3 IS 182.65 FEET - (55.672) METERS.
 FF0830'
 FF0830'THE AZIMUTH MARK IS 44 FEET SOUTH OF THE APPROXIMATE CENTER
 FF0830'OF STATE ROUTE 14, 16 FEET WEST OF THE APPROXIMATE CENTER OF
 FF0830'A FIELD DRIVE, 4 FEET WEST OF A POWERLINE POLE, AND 1.0 FEET
 FF0830'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 FF0830'IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FF0830'4 INCHES AND THE DISK IS STAMPED WALDENBURG 1954.
 FF0830'
 FF0830'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTES 14
 FF0830'AND 39 IN WALDENBURG, GO EAST ON STATE ROUTE 14 FOR 0.35 OF
 FF0830'A MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 FF0830'
 FF0830'NOTE- THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 FF0830'NO. 2 WERE ALL BENCH MARKS.  NO ELEVATIONS TRANSFERRED TO THE
 FF0830'NEW MARKS AS THE ELEVATION OF REFERENCE MARK NO. 2 DOUBTFULL.
 FF0830'
 FF0830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 0.3
 FF0830'MILE NORTHEAST OF WALDENBURG.
 FF0830
 FF0830                          STATION RECOVERY (1990)
 FF0830
 FF0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF0830'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 FF0830'SEARCHED FOR.  STATION IS LOCATED ABOUT 18.8 KM (11.7 MI) WEST OF
 FF0830'HARRISBURG, 6.0 KM (3.7 MI) SOUTHWEST OF WEINER, AND 0.4 KM (0.2 MI)
 FF0830'NORTHEAST OF WALDENBURG.  OWNERSHIP--ARKANSAS HIGHWAY AND
 FF0830'TRANSPORTATION DEPARTMENT.
 FF0830'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 49 AND STATE HIGHWAY 14 IN
 FF0830'WALDENBURG.  GO NORTHEAST ON U.S.HIGHWAY 49 FOR 0.39 KM (0.24 MI) TO
 FF0830'THE STATION ON THE RIGHT.
 FF0830'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---WALDENBURG 1954
 FF0830'1970---.  SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT IS
 FF0830'FLUSH WITH THE GROUND.  IT IS 42.4 M (139.1 FT) SOUTH-SOUTHWEST OF A
 FF0830'UTILITY POLE, 35.1 M (115.2 FT) NORTH-NORTHEAST OF A UTILITY POLE,
 FF0830'18.4 M (60.4 FT) EAST-SOUTHEAST OF THE CENTERLINE OF U.S.HIGHWAY 49,
 FF0830'AND 0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST.
 FF0830'DESCRIBED BY R.D.BALL
 FF0830
 FF0830                          STATION RECOVERY (1991)
 FF0830
 FF0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0830'THE STATION IS LOCATED ABOUT 0.64 KM (0.40 MI) NORTHEAST OF
 FF0830'WALDENBURG, ON THE SOUTHEAST SIDE OF STATE HIGHWAY 49.
 FF0830'OWNERSHIP--ARKANSAS DEPARTMENT OF TRANSPORTATION, P.O. BOX 2261,
 FF0830'LITTLE ROCK, AR 72203, PHONE 501-569-2211.
 FF0830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 49, ON
 FF0830'THE NORTHEAST SIDE OF WALDENBURG, GO NORTHEAST ON STATE HIGHWAY 49
 FF0830'FOR 0.4 KM (0.2 MI) TO THE STATION ON THE RIGHT IN A GRASSY AREA
 FF0830'BETWEEN HIGHWAY 49 AND A LARGE DRAINAGE DITCH.
 FF0830'THE STATION IS LOCATED 42.36 M (138.98 FT) SOUTH OF A POWER POLE,
 FF0830'35.05 M (114.99 FT) NORTH OF A POWER POLE, 18.28 M (59.97 FT) EAST OF
 FF0830'THE CENTER OF HIGHWAY 49, 8.53 M (27.99 FT) WEST OF THE WEST BANK OF
 FF0830'THE DRAINAGE DITCH AND 0.31 M (1.02 FT) SOUTH OF A METAL WITNESS
 FF0830'POST.
 FF0830
 FF0830                          STATION RECOVERY (2002)
 FF0830
 FF0830'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0829 ***********************************************************************
 FF0829  DESIGNATION -  WALDENBURG RM 1
 FF0829  PID         -  FF0829
 FF0829  STATE/COUNTY-  AR/POINSETT
 FF0829  USGS QUAD   -  WEINER (1980)
 FF0829
 FF0829                         *CURRENT SURVEY CONTROL
 FF0829  ___________________________________________________________________
 FF0829* NAD 83(1986)-  35 34 07.     (N)    090 55 39.     (W)     SCALED    
 FF0829* NAVD 88     -        72.950  (meters)     239.34   (feet)  ADJUSTED  
 FF0829  ___________________________________________________________________
 FF0829  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF0829  DYNAMIC HT  -          72.887 (meters)     239.13  (feet)  COMP
 FF0829  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 FF0829
 FF0829  VERT ORDER  -  FIRST     CLASS II
 FF0829
 FF0829.The horizontal coordinates were scaled from a topographic map and have
 FF0829.an estimated accuracy of +/- 6 seconds.
 FF0829
 FF0829.The orthometric height was determined by differential leveling
 FF0829.and adjusted by the National Geodetic Survey in June 1991..
 FF0829
 FF0829.The geoid height was determined by GEOID03.
 FF0829
 FF0829.The dynamic height is computed by dividing the NAVD 88
 FF0829.geopotential number by the normal gravity value computed on the
 FF0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0829.degrees latitude (g = 980.6199 gals.).
 FF0829
 FF0829.The modeled gravity was interpolated from observed gravity values.
 FF0829
 FF0829;                    North         East    Units  Estimated Accuracy
 FF0829;SPC AR N     -   137,570.      497,220.      MT  (+/- 180 meters Scaled)
 FF0829
 FF0829                          SUPERSEDED SURVEY CONTROL
 FF0829
 FF0829  NGVD 29 (??/??/??)   72.893  (m)          239.15   (f) ADJUSTED    1 2
 FF0829
 FF0829.Superseded values are not recommended for survey control.
 FF0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0829.See file dsdata.txt to determine how the superseded data were derived.
 FF0829
 FF0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV878380(NAD 83)
 FF0829_MARKER: DR = REFERENCE MARK DISK
 FF0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0829_STAMPING: WALDENBURG NO 1 1954
 FF0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0829+STABILITY: SURFACE MOTION
 FF0829
 FF0829  HISTORY     - Date     Condition        Report By
 FF0829  HISTORY     - 1954     MONUMENTED       CGS
 FF0829  HISTORY     - 1956     GOOD             CGS
 FF0829
 FF0829                          STATION DESCRIPTION
 FF0829
 FF0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0829'0.2 MI N FROM WALDENBURG.
 FF0829'ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 39 FROM THE INTERSECTION
 FF0829'OF STATE HIGHWAY 14 AT WALDENBURG, 43 FEET EAST-SOUTHEAST OF
 FF0829'CENTER LINE OF HIGHWAY, 23 FEET NORTH OF A POWER POLE, 40 FEET
 FF0829'SOUTHEAST OF A SIGN RESUME SPEED, ABOUT LEVEL WITH HIGHWAY AND
 FF0829'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND AND
 FF0829'ON A SMALL DIRT MOUND.  NOTE-- THE POST HAS APPARENTLY BEEN HIT
 FF0829'BY GRADER.  POST IS SOLID AND WILL PROBABLY HOLD ITS PRESENT
 FF0829'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0831 ***********************************************************************
 FF0831  DESIGNATION -  WALDENBURG RM 2
 FF0831  PID         -  FF0831
 FF0831  STATE/COUNTY-  AR/POINSETT
 FF0831  USGS QUAD   -  WEINER (1980)
 FF0831
 FF0831                         *CURRENT SURVEY CONTROL
 FF0831  ___________________________________________________________________
 FF0831* NAD 83(1986)-  35 34 05.     (N)    090 55 39.     (W)     SCALED    
 FF0831* NAVD 88     -        72.731  (meters)     238.62   (feet)  ADJUSTED  
 FF0831  ___________________________________________________________________
 FF0831  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FF0831  DYNAMIC HT  -          72.667 (meters)     238.41  (feet)  COMP
 FF0831  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 FF0831
 FF0831  VERT ORDER  -  FIRST     CLASS II
 FF0831
 FF0831.The horizontal coordinates were scaled from a topographic map and have
 FF0831.an estimated accuracy of +/- 6 seconds.
 FF0831
 FF0831.The orthometric height was determined by differential leveling
 FF0831.and adjusted by the National Geodetic Survey in June 1991..
 FF0831
 FF0831.The geoid height was determined by GEOID03.
 FF0831
 FF0831.The dynamic height is computed by dividing the NAVD 88
 FF0831.geopotential number by the normal gravity value computed on the
 FF0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0831.degrees latitude (g = 980.6199 gals.).
 FF0831
 FF0831.The modeled gravity was interpolated from observed gravity values.
 FF0831
 FF0831;                    North         East    Units  Estimated Accuracy
 FF0831;SPC AR N     -   137,510.      497,220.      MT  (+/- 180 meters Scaled)
 FF0831
 FF0831                          SUPERSEDED SURVEY CONTROL
 FF0831
 FF0831  NGVD 29 (??/??/??)   72.673  (m)          238.43   (f) ADJUSTED    1 2
 FF0831
 FF0831.Superseded values are not recommended for survey control.
 FF0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0831.See file dsdata.txt to determine how the superseded data were derived.
 FF0831
 FF0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV878380(NAD 83)
 FF0831_MARKER: DR = REFERENCE MARK DISK
 FF0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0831_STAMPING: WALDENBURG NO 2 1954
 FF0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0831+STABILITY: SURFACE MOTION
 FF0831
 FF0831  HISTORY     - Date     Condition        Report By
 FF0831  HISTORY     - 1954     MONUMENTED       CGS
 FF0831  HISTORY     - 1970     GOOD             NGS
 FF0831
 FF0831                          STATION DESCRIPTION
 FF0831
 FF0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FF0831'0.3 MI NE FROM WALDENBURG.
 FF0831'THIS MARK WAS RECOVERED, BUT HAD BEEN HIT AND WAS BADLY CHIPPED.
 FF0831'THE MARK IS ABOUT 0.25 OF A MILE NORTHEAST OF THE JUNCTION OF
 FF0831'STATE ROUTES 14 AND 39 IN WALDENBURG, AND AT THE WALDENBURG 1954
 FF0831'TRIANGULATION STATION SITE, 182.65 FEET NORTH-NORTHEAST OF
 FF0831'WALDENBURG 1954 NO 3 1970, 92.75 FEET NORTH OF WALDENBURG 1954
 FF0831'1970, 47 FEET SOUTH OF A POWERLINE POLE, 44 FEET EAST OF THE
 FF0831'APPROXIMATE CENTER OF STATE ROUTE 39, AND 8 FEET WEST OF A
 FF0831'DRAINAGE DITCH.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE
 FF0831'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FF0831'AND THE DISK IS STAMPED WALDENBURG NO 2 1954.  NOTE-- THE
 FF0831'ELEVATION OF THIS MARK IS QUESTIONABLE AND WAS NOT USED TO TRANSFER
 FF0831'ELEVATIONS TO THE NEW MARKS SET NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0547 ***********************************************************************
 DL0547  DESIGNATION -  WALDO
 DL0547  PID         -  DL0547
 DL0547  STATE/COUNTY-  AR/COLUMBIA
 DL0547  USGS QUAD   -  WALDO (1968)
 DL0547
 DL0547                         *CURRENT SURVEY CONTROL
 DL0547  ___________________________________________________________________
 DL0547* NAD 83(1997)-  33 21 11.56694(N)    093 17 34.85112(W)     ADJUSTED  
 DL0547* NAVD 88     -       109.145  (meters)     358.09   (feet)  ADJUSTED  
 DL0547  ___________________________________________________________________
 DL0547  X           -    -306,345.949 (meters)                     COMP
 DL0547  Y           -  -5,324,301.091 (meters)                     COMP
 DL0547  Z           -   3,486,792.184 (meters)                     COMP
 DL0547  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DL0547  ELLIP HEIGHT-          82.62  (meters)          (01/29/02) GPS OBS
 DL0547  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DL0547  DYNAMIC HT  -         109.028 (meters)     357.70  (feet)  COMP
 DL0547  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 DL0547
 DL0547  HORZ ORDER  -  FIRST
 DL0547  VERT ORDER  -  FIRST     CLASS II
 DL0547  ELLP ORDER  -  FOURTH    CLASS II
 DL0547
 DL0547.The horizontal coordinates were established by GPS observations
 DL0547.and adjusted by the National Geodetic Survey in January 2002..
 DL0547
 DL0547.The orthometric height was determined by differential leveling
 DL0547.and adjusted by the National Geodetic Survey in June 1991..
 DL0547
 DL0547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0547
 DL0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0547
 DL0547.The ellipsoidal height was determined by GPS observations
 DL0547.and is referenced to NAD 83.
 DL0547
 DL0547.The geoid height was determined by GEOID03.
 DL0547
 DL0547.The dynamic height is computed by dividing the NAVD 88
 DL0547.geopotential number by the normal gravity value computed on the
 DL0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0547.degrees latitude (g = 980.6199 gals.).
 DL0547
 DL0547.The modeled gravity was interpolated from observed gravity values.
 DL0547
 DL0547;                    North         East     Units Scale Factor Converg.
 DL0547;SPC AR S     -   476,907.537   279,652.008   MT  0.99998863   -0 43 25.3
 DL0547;SPC AR S     - 1,564,654.14    917,491.63   sFT  0.99998863   -0 43 25.3
 DL0547;UTM  15      - 3,690,483.614   472,737.372   MT  0.99960916   -0 09 40.0
 DL0547
 DL0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0547!SPC AR S     -   0.99998703  x   0.99998863  =   0.99997566
 DL0547!UTM  15      -   0.99998703  x   0.99960916  =   0.99959619
 DL0547
 DL0547:                Primary Azimuth Mark                     Grid Az
 DL0547:SPC AR S     -  MCNEIL LA AND NW RR RAD MAST             096 15 11.2
 DL0547:UTM  15      -  MCNEIL LA AND NW RR RAD MAST             095 41 25.9
 DL0547
 DL0547|---------------------------------------------------------------------|
 DL0547| PID    Reference Object                     Distance      Geod. Az  |
 DL0547|                                                           dddmmss.s |
 DL0547| DL1465 MCNEIL LA AND NW RR RAD MAST        APPROX. 7.7 KM 0953145.9 |
 DL0547| DL0551 WALDO AZ MK                                        1152733.0 |
 DL0547| DL0546 WALDO RM 1                           16.987 METERS 18231     |
 DL0547| DL1494 WALDO BONDED WAREHOUSE CO TK        APPROX. 0.5 KM 2523817.2 |
 DL0547| DL1496 WALDO MUNICIPAL TANK                 19.420 METERS 26436     |
 DL0547| DL0552 WALDO RM 2                           21.120 METERS 27248     |
 DL0547|---------------------------------------------------------------------|
 DL0547
 DL0547                          SUPERSEDED SURVEY CONTROL
 DL0547
 DL0547  NAD 83(1997)-  33 21 11.56778(N)    093 17 34.85255(W) AD(       ) 1
 DL0547  ELLIP H (09/14/99)   82.64   (m)                       GP(       ) 4 1
 DL0547  NAD 83(1997)-  33 21 11.57494(N)    093 17 34.84457(W) AD(       ) 1
 DL0547  ELLIP H (01/21/93)   82.32   (m)                       GP(       ) 4 2
 DL0547  NAD 83(1986)-  33 21 11.57607(N)    093 17 34.83778(W) AD(       ) 1
 DL0547  NAD 27      -  33 21 11.12300(N)    093 17 34.22000(W) AD(       ) 2
 DL0547  NAVD 88 (01/29/02)  109.14   (m)          358.1    (f) LEVELING    3  
 DL0547  NGVD 29 (??/??/92)  109.173  (m)          358.18   (f) ADJ UNCH    1 2
 DL0547
 DL0547.Superseded values are not recommended for survey control.
 DL0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0547.See file dsdata.txt to determine how the superseded data were derived.
 DL0547
 DL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7273790484(NAD 83)
 DL0547_MARKER: DS = TRIANGULATION STATION DISK
 DL0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0547_SP_SET: CONCRETE POST
 DL0547_STAMPING: WALDO 1950
 DL0547_MARK LOGO: CGS   
 DL0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0547+STABILITY: SURFACE MOTION
 DL0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0547+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2001
 DL0547
 DL0547  HISTORY     - Date     Condition        Report By
 DL0547  HISTORY     - 1950     MONUMENTED       CGS
 DL0547  HISTORY     - 1960     GOOD             NGS
 DL0547  HISTORY     - 1963     GOOD             CGS
 DL0547  HISTORY     - 1963     GOOD             NGS
 DL0547  HISTORY     - 19890901 GOOD             NGS
 DL0547  HISTORY     - 19900319 GOOD
 DL0547  HISTORY     - 20010519 GOOD             NGS
 DL0547
 DL0547                          STATION DESCRIPTION
 DL0547
 DL0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL0547'THE STATION IS LOCATED IN THE NORTHEAST SIDE OF WALDO AND IS
 DL0547'ON TOWN PROPERTY AT THE SITE OF THE MUNICIPAL WATER TANK.  IT IS
 DL0547'STAMPED WALDO 1950 AND IS SET FLUSH WITH THE SURFACE OF THE
 DL0547'GROUND.
 DL0547'
 DL0547'REFERENCE MARK NO. 1 IS SET NEAR THE SOUTHEAST CORNER OF THE LOT.
 DL0547'IT IS STAMPED WALDO NO 1 1950 AND IS FLUSH WITH THE SURFACE
 DL0547'OF THE GROUND.
 DL0547'
 DL0547'REFERENCE MARK NO. 2 IS LOCATED UNDER THE WATER TANK AND IS
 DL0547'SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS STAMPED WALDO
 DL0547'NO 2 1950.
 DL0547'
 DL0547'THE AZIMUTH MARK IS LOCATED 30 FEET SOUTH FROM THE CENTER OF
 DL0547'STATE HIGHWAY 98 AND 2 FEET WEST OF A WITNESS POST.  IT IS
 DL0547'STAMPED WALDO 1950 AND PROJECTS 6 INCHES.
 DL0547'
 DL0547'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 DL0547'82 AND STATE HIGHWAYS 19 AND 98, AT EAST EDGE OF WALDO, GO EAST
 DL0547'ON STATE HIGHWAY 98 FOR 0.05 MILE TO THE MARK ON THE RIGHT AS
 DL0547'DESCRIBED.
 DL0547'
 DL0547'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DL0547
 DL0547                          STATION RECOVERY (1960)
 DL0547
 DL0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0547'0.15 MI E FROM WALDO.
 DL0547'0.15 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0547'STATION AT WALDO, 182-1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 DL0547'TRACK, 115 FEET EAST OF THE EAST WALL OF THE POST OFFICE, 55-1/2 FEET
 DL0547'NORTHEAST OF THE NORTHEAST CORNER OF THE CITY HALL, 45 FEET EAST OF
 DL0547'THE NORTHEAST LEG OF THE WATER TOWER, 31 FEET WEST OF THE CENTERLINE
 DL0547'OF A PAVED ROAD, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DL0547'GROUND.
 DL0547
 DL0547                          STATION RECOVERY (1963)
 DL0547
 DL0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL0547'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL0547'CONDITION.  THE AZIMUTH MARK IS 0.05 MILE EAST OF THE FORMER
 DL0547'JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 98, 30 FEET SOUTH
 DL0547'OF THE CENTERLINE OF U.S. HIGHWAY 82 AND 1 FOOT SOUTHEAST OF AN
 DL0547'8-INCH PINE TREE.
 DL0547
 DL0547                          STATION RECOVERY (1963)
 DL0547
 DL0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0547'RECOVERED IN GOOD CONDITION.
 DL0547
 DL0547                          STATION RECOVERY (1989)
 DL0547
 DL0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DL0547'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 DL0547'SEARCHED FOR.  STATION IS LOCATED ABOUT 9.9 KM (6.2 MI) NORTHWEST OF
 DL0547'MAGNOLIA, 7.2 KM (4.5 MI) WEST OF MCNEAL, AND 0.1 KM (0.1 MI) EAST OF
 DL0547'WALDO.  AT THE WALDO CITY HALL.  OWNERSHIP--CITY OF WALDO.
 DL0547'TO REACH FROM THE POST OFFICE IN WALDO.  GO NORTH ON LOCUST STREET FOR
 DL0547'0.09 KM (0.06 MI) TO A CROSS STREET.  TURN RIGHT AND GO EAST ON MAIN
 DL0547'STREET FOR 0.16 KM (0.10 MI) TO THE CITY HALL AND THE STATION ON THE
 DL0547'LEFT BEHIND CITY HALL, AND IN THE NORTHEAST PART OF THE LAWN.
 DL0547'STATION IS A STANDARD CGS STATION MARK DISK STAMPED----WALDO 1950---.
 DL0547'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 DL0547'GROUND.  IT IS 19.3 M (63.3 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 DL0547'SIMMONS STREET, 13.2 M (43.3 FT) EAST-SOUTHEAST OF THE NORTHEAST
 DL0547'CORNER OF THE NORTHEAST LEG OF A WATERTANK, 10.3 M (33.8 FT)
 DL0547'WEST-NORTHWEST OF THE CENTER OF MAIN STREET, AND 5.9 M (19.4 FT)
 DL0547'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CITY HALL.
 DL0547'STATION IS A SECOND ORDER HORIZONTAL STATION AND FIRST ORDER VERTICAL
 DL0547'CONTROL MARK.
 DL0547'DESCRIBED BY E.J.HANSMANN.
 DL0547
 DL0547                          STATION RECOVERY (1990)
 DL0547
 DL0547'RECOVERED 1990
 DL0547'RECOVERED IN GOOD CONDITION.
 DL0547
 DL0547                          STATION RECOVERY (2001)
 DL0547
 DL0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 DL0547'THE STATION IS LOCATED AT THE WALDO CITY HALL, JUST EAST OF THE
 DL0547'WALDO WATER TOWER AND ON THE NORTH SIDE OF A PARKING LOT
 DL0547'SERVING THE CITY HALL.
 DL0547'OWNERSHIP--- CITY OF WALDO
 DL0547'THE STATION IS NOW SURROUNDED BY THE ASPHALT OF THE PARKING LOT
 DL0547'WITHIN AN OVAL MANHOLE 12 INCHES BY 18 INCHES AND 8 INCHES DEEP.
 DL0547' 
 DL0547'NOTE----REPORT BY SENIOR CITY ENGINEER AT CITY HALL---STATION IS TO BE
 DL0547'DESTROYED WHEN A NEW PARKING LOT IS BUILT WITHIN 90 DAYS OF THIS
 DL0547'REPORT.
 DL0547' 
 DL0547'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0551 ***********************************************************************
 DL0551  DESIGNATION -  WALDO AZ MK
 DL0551  PID         -  DL0551
 DL0551  STATE/COUNTY-  AR/COLUMBIA
 DL0551  USGS QUAD   -  WALDO (1968)
 DL0551
 DL0551                         *CURRENT SURVEY CONTROL
 DL0551  ___________________________________________________________________
 DL0551* NAD 83(1986)-  33 21 04.     (N)    093 17 14.     (W)     SCALED    
 DL0551* NAVD 88     -       100.093  (meters)     328.39   (feet)  ADJUSTED  
 DL0551  ___________________________________________________________________
 DL0551  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DL0551  DYNAMIC HT  -          99.985 (meters)     328.03  (feet)  COMP
 DL0551  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DL0551
 DL0551  VERT ORDER  -  FIRST     CLASS II
 DL0551
 DL0551.The horizontal coordinates were scaled from a topographic map and have
 DL0551.an estimated accuracy of +/- 6 seconds.
 DL0551
 DL0551.The orthometric height was determined by differential leveling
 DL0551.and adjusted by the National Geodetic Survey in June 1991..
 DL0551
 DL0551.The geoid height was determined by GEOID03.
 DL0551
 DL0551.The dynamic height is computed by dividing the NAVD 88
 DL0551.geopotential number by the normal gravity value computed on the
 DL0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0551.degrees latitude (g = 980.6199 gals.).
 DL0551
 DL0551.The modeled gravity was interpolated from observed gravity values.
 DL0551
 DL0551;                    North         East    Units  Estimated Accuracy
 DL0551;SPC AR S     -   476,670.      280,190.      MT  (+/- 180 meters Scaled)
 DL0551
 DL0551                          SUPERSEDED SURVEY CONTROL
 DL0551
 DL0551  NGVD 29 (??/??/92)  100.120  (m)          328.48   (f) ADJ UNCH    1 2
 DL0551
 DL0551.Superseded values are not recommended for survey control.
 DL0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0551.See file dsdata.txt to determine how the superseded data were derived.
 DL0551
 DL0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS732902(NAD 83)
 DL0551_MARKER: DZ = AZIMUTH MARK DISK
 DL0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0551_STAMPING: WALDO 1950
 DL0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0551+STABILITY: SURFACE MOTION
 DL0551
 DL0551  HISTORY     - Date     Condition        Report By
 DL0551  HISTORY     - 1950     MONUMENTED       CGS
 DL0551  HISTORY     - 1960     GOOD             NGS
 DL0551  HISTORY     - 1963     GOOD             NGS
 DL0551
 DL0551                          STATION DESCRIPTION
 DL0551
 DL0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0551'0.45 MI E FROM WALDO.
 DL0551'ABOUT 0.45 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0551'STATION AT WALDO, IN THE WEST SIDE OF SECTION 16, T 16 S, R 21 W, 242
 DL0551'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 40 FEET SOUTH OF THE
 DL0551'CENTER LINE OF U.S. HIGHWAY 82, 280 FEET WEST-SOUTHWEST OF AND ACROSS
 DL0551'THE HIGHWAY FROM A LONE 36-INCH PINE TREE, 58 FEET EAST-NORTHEAST OF
 DL0551'THE NORTHEAST CORNER OF A HOUSE, 1 FOOT SOUTHEAST OF A 6-INCH PINE
 DL0551'TREE, ABOUT 2 1/2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 DL0551'POST PROJECTING 5 INCHES.
 DL0551
 DL0551                          STATION RECOVERY (1963)
 DL0551
 DL0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1494 ***********************************************************************
 DL1494  DESIGNATION -  WALDO BONDED WAREHOUSE CO TK
 DL1494  PID         -  DL1494
 DL1494  STATE/COUNTY-  AR/COLUMBIA
 DL1494  USGS QUAD   -  WALDO (1968)
 DL1494
 DL1494                         *CURRENT SURVEY CONTROL
 DL1494  ___________________________________________________________________
 DL1494* NAD 83(1997)-  33 21 06.29412(N)    093 17 54.94485(W)     ADJUSTED  
 DL1494* NAVD 88     -                                                        
 DL1494  ___________________________________________________________________
 DL1494  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DL1494  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DL1494
 DL1494  HORZ ORDER  -  THIRD
 DL1494
 DL1494.The horizontal coordinates were established by classical geodetic methods
 DL1494.and adjusted by the National Geodetic Survey in September 1999..
 DL1494
 DL1494
 DL1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1494
 DL1494.The geoid height was determined by GEOID03.
 DL1494
 DL1494;                    North         East     Units Scale Factor Converg.
 DL1494;SPC AR S     -   476,751.680   279,130.465   MT  0.99998893   -0 43 36.5
 DL1494;SPC AR S     - 1,564,142.80    915,780.53   sFT  0.99998893   -0 43 36.5
 DL1494;UTM  15      - 3,690,322.704   472,217.583   MT  0.99960952   -0 09 51.0
 DL1494
 DL1494                          SUPERSEDED SURVEY CONTROL
 DL1494
 DL1494  NAD 83(1997)-  33 21 06.30156(N)    093 17 54.93636(W) AD(       ) 4
 DL1494  NAD 83(1986)-  33 21 06.30287(N)    093 17 54.93078(W) AD(       ) 4
 DL1494  NAD 27      -  33 21 05.85000(N)    093 17 54.30700(W) AD(       ) 3
 DL1494
 DL1494.Superseded values are not recommended for survey control.
 DL1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1494.See file dsdata.txt to determine how the superseded data were derived.
 DL1494
 DL1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7221890323(NAD 83)
 DL1494_MARKER: 53 = ELEVATED TANK
 DL1494
 DL1494  HISTORY     - Date     Condition        Report By
 DL1494  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1494
 DL1494                          STATION DESCRIPTION
 DL1494
 DL1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1494'THE STATION IS LOCATED IN THE SOUTHWEST PART OF TOWN, 100
 DL1494'FEET NORTH OF U.S. HIGHWAY 82.  IT IS A 4 LEGGED STEEL
 DL1494'STRUCTURE SUPPORTING THE TANK PROPER WITH AN OVERALL HEIGHT
 DL1494'OF 110 FEET.  THE TANK IS PAINTED A SOLID BLACK COLOR WITH
 DL1494'NO NAMES ON THE TANK.  THE POINT OBSERVED UPON WAS THE BALL
 DL1494'AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1496 ***********************************************************************
 DL1496  DESIGNATION -  WALDO MUNICIPAL TANK
 DL1496  PID         -  DL1496
 DL1496  STATE/COUNTY-  AR/COLUMBIA
 DL1496  USGS QUAD   -  WALDO (1968)
 DL1496
 DL1496                         *CURRENT SURVEY CONTROL
 DL1496  ___________________________________________________________________
 DL1496* NAD 83(1997)-  33 21 11.50754(N)    093 17 35.59890(W)     ADJUSTED  
 DL1496* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 DL1496  ___________________________________________________________________
 DL1496  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DL1496  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DL1496
 DL1496  HORZ ORDER  -  THIRD
 DL1496
 DL1496.The horizontal coordinates were established by classical geodetic methods
 DL1496.and adjusted by the National Geodetic Survey in September 1999..
 DL1496
 DL1496.The orthometric height was scaled from a topographic map.
 DL1496
 DL1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1496
 DL1496.The geoid height was determined by GEOID03.
 DL1496
 DL1496;                    North         East     Units Scale Factor Converg.
 DL1496;SPC AR S     -   476,905.951   279,632.652   MT  0.99998863   -0 43 25.7
 DL1496;SPC AR S     - 1,564,648.94    917,428.13   sFT  0.99998863   -0 43 25.7
 DL1496;UTM  15      - 3,690,481.839   472,718.041   MT  0.99960918   -0 09 40.4
 DL1496
 DL1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1496!SPC AR S     -   0.99998706  x   0.99998863  =   0.99997569
 DL1496!UTM  15      -   0.99998706  x   0.99960918  =   0.99959624
 DL1496
 DL1496                          SUPERSEDED SURVEY CONTROL
 DL1496
 DL1496  NAD 83(1997)-  33 21 11.51470(N)    093 17 35.59092(W) AD(       ) 4
 DL1496  NAD 83(1986)-  33 21 11.51583(N)    093 17 35.58412(W) AD(       ) 4
 DL1496  NAD 27      -  33 21 11.06300(N)    093 17 34.96600(W) AD(       ) 3
 DL1496
 DL1496.Superseded values are not recommended for survey control.
 DL1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1496.See file dsdata.txt to determine how the superseded data were derived.
 DL1496
 DL1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7271890482(NAD 83)
 DL1496_MARKER: 53 = ELEVATED TANK
 DL1496
 DL1496  HISTORY     - Date     Condition        Report By
 DL1496  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1496
 DL1496                          STATION DESCRIPTION
 DL1496
 DL1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1496'THE STATION IS LOCATED IN THE EAST PART OF WALDO.  IT IS A
 DL1496'4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER WITH AN
 DL1496'OVERALL HEIGHT OF 120 FEET.  IT HAS WALDO PAINTED ON THE EAST AND
 DL1496'WEST SIDES OF THE TANK.  THE POINT OBSERVED UPON WAS A BALL AT
 DL1496'THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0546 ***********************************************************************
 DL0546  DESIGNATION -  WALDO RM 1
 DL0546  PID         -  DL0546
 DL0546  STATE/COUNTY-  AR/COLUMBIA
 DL0546  USGS QUAD   -  WALDO (1968)
 DL0546
 DL0546                         *CURRENT SURVEY CONTROL
 DL0546  ___________________________________________________________________
 DL0546* NAD 83(1986)-  33 21 11.     (N)    093 17 35.     (W)     SCALED    
 DL0546* NAVD 88     -       108.988  (meters)     357.57   (feet)  ADJUSTED  
 DL0546  ___________________________________________________________________
 DL0546  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DL0546  DYNAMIC HT  -         108.871 (meters)     357.19  (feet)  COMP
 DL0546  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 DL0546
 DL0546  VERT ORDER  -  FIRST     CLASS II
 DL0546
 DL0546.The horizontal coordinates were scaled from a topographic map and have
 DL0546.an estimated accuracy of +/- 6 seconds.
 DL0546
 DL0546.The orthometric height was determined by differential leveling
 DL0546.and adjusted by the National Geodetic Survey in June 1991..
 DL0546
 DL0546.The geoid height was determined by GEOID03.
 DL0546
 DL0546.The dynamic height is computed by dividing the NAVD 88
 DL0546.geopotential number by the normal gravity value computed on the
 DL0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0546.degrees latitude (g = 980.6199 gals.).
 DL0546
 DL0546.The modeled gravity was interpolated from observed gravity values.
 DL0546
 DL0546;                    North         East    Units  Estimated Accuracy
 DL0546;SPC AR S     -   476,890.      279,650.      MT  (+/- 180 meters Scaled)
 DL0546
 DL0546                          SUPERSEDED SURVEY CONTROL
 DL0546
 DL0546  NGVD 29 (??/??/92)  109.016  (m)          357.66   (f) ADJ UNCH    1 2
 DL0546
 DL0546.Superseded values are not recommended for survey control.
 DL0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0546.See file dsdata.txt to determine how the superseded data were derived.
 DL0546
 DL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS727904(NAD 83)
 DL0546_MARKER: DR = REFERENCE MARK DISK
 DL0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0546_STAMPING: WALDO NO 1 1950
 DL0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0546+STABILITY: SURFACE MOTION
 DL0546
 DL0546  HISTORY     - Date     Condition        Report By
 DL0546  HISTORY     - 1950     MONUMENTED       CGS
 DL0546  HISTORY     - 1960     GOOD             NGS
 DL0546  HISTORY     - 1963     GOOD             NGS
 DL0546
 DL0546                          STATION DESCRIPTION
 DL0546
 DL0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0546'0.15 MI E FROM WALDO.
 DL0546'55.7 FEET SOUTH OF THE TRIANGULATION STATION, 127 FEET NORTH OF THE
 DL0546'NORTH RAIL OF THE MAIN TRACK, 52-1/2 FEET SOUTHEAST OF THE SOUTHEAST
 DL0546'LEG OF THE WATER TOWER, 43 FEET EAST OF THE SOUTHEAST CORNER OF CITY
 DL0546'HALL, 30 FEET SOUTHEAST OF A LONE FORKED OAK TREE, IN THE SOUTHEAST
 DL0546'CORNER OF THE CITY HALL GROUNDS, AND IN THE TOP OF A CONCRETE POST
 DL0546'FLUSH WITH THE GROUND.
 DL0546
 DL0546                          STATION RECOVERY (1963)
 DL0546
 DL0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0552 ***********************************************************************
 DL0552  DESIGNATION -  WALDO RM 2
 DL0552  PID         -  DL0552
 DL0552  STATE/COUNTY-  AR/COLUMBIA
 DL0552  USGS QUAD   -  WALDO (1968)
 DL0552
 DL0552                         *CURRENT SURVEY CONTROL
 DL0552  ___________________________________________________________________
 DL0552* NAD 83(1986)-  33 21 11.     (N)    093 17 35.     (W)     SCALED    
 DL0552* NAVD 88     -       109.443  (meters)     359.06   (feet)  ADJUSTED  
 DL0552  ___________________________________________________________________
 DL0552  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DL0552  DYNAMIC HT  -         109.326 (meters)     358.68  (feet)  COMP
 DL0552  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 DL0552
 DL0552  VERT ORDER  -  FIRST     CLASS II
 DL0552
 DL0552.The horizontal coordinates were scaled from a topographic map and have
 DL0552.an estimated accuracy of +/- 6 seconds.
 DL0552
 DL0552.The orthometric height was determined by differential leveling
 DL0552.and adjusted by the National Geodetic Survey in June 1991..
 DL0552
 DL0552.The geoid height was determined by GEOID03.
 DL0552
 DL0552.The dynamic height is computed by dividing the NAVD 88
 DL0552.geopotential number by the normal gravity value computed on the
 DL0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0552.degrees latitude (g = 980.6199 gals.).
 DL0552
 DL0552.The modeled gravity was interpolated from observed gravity values.
 DL0552
 DL0552;                    North         East    Units  Estimated Accuracy
 DL0552;SPC AR S     -   476,890.      279,650.      MT  (+/- 180 meters Scaled)
 DL0552
 DL0552                          SUPERSEDED SURVEY CONTROL
 DL0552
 DL0552  NGVD 29 (??/??/92)  109.471  (m)          359.16   (f) ADJ UNCH    1 2
 DL0552
 DL0552.Superseded values are not recommended for survey control.
 DL0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0552.See file dsdata.txt to determine how the superseded data were derived.
 DL0552
 DL0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS727904(NAD 83)
 DL0552_MARKER: DR = REFERENCE MARK DISK
 DL0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0552_STAMPING: WALDO NO 2 1950
 DL0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0552+STABILITY: SURFACE MOTION
 DL0552
 DL0552  HISTORY     - Date     Condition        Report By
 DL0552  HISTORY     - 1950     MONUMENTED       CGS
 DL0552  HISTORY     - 1960     GOOD             NGS
 DL0552  HISTORY     - 1963     GOOD             NGS
 DL0552
 DL0552                          STATION DESCRIPTION
 DL0552
 DL0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0552'0.15 MI E FROM WALDO.
 DL0552'69.2 FEET WEST OF THE TRIANGULATION STATION, 45-1/2 FEET EAST OF THE
 DL0552'EAST WALL OF THE POST OFFICE, 38-1/2 FEET NORTH-NORTHWEST OF THE
 DL0552'NORTHWEST CORNER OF CITY HALL, 15 FEET SOUTHEAST OF THE WEST LEG OF
 DL0552'THE WATER TOWER, AND IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DL0552
 DL0552                          STATION RECOVERY (1963)
 DL0552
 DL0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0811 ***********************************************************************
 EK0811  DESIGNATION -  WALDRON
 EK0811  PID         -  EK0811
 EK0811  STATE/COUNTY-  AR/SCOTT
 EK0811  USGS QUAD   -  WALDRON (1983)
 EK0811
 EK0811                         *CURRENT SURVEY CONTROL
 EK0811  ___________________________________________________________________
 EK0811* NAD 83(1997)-  34 53 16.45497(N)    094 05 11.74292(W)     ADJUSTED  
 EK0811* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 EK0811  ___________________________________________________________________
 EK0811  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 EK0811  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 EK0811
 EK0811  HORZ ORDER  -  SECOND
 EK0811
 EK0811.The horizontal coordinates were established by classical geodetic methods
 EK0811.and adjusted by the National Geodetic Survey in September 1999..
 EK0811
 EK0811.The orthometric height was scaled from a topographic map.
 EK0811
 EK0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0811
 EK0811.The geoid height was determined by GEOID03.
 EK0811
 EK0811;                    North         East     Units Scale Factor Converg.
 EK0811;SPC AR N     -    63,546.559   209,271.649   MT  1.00000924   -1 12 51.1
 EK0811;SPC AR N     -   208,485.67    686,585.40   sFT  1.00000924   -1 12 51.1
 EK0811;UTM  15      - 3,861,150.732   400,709.280   MT  0.99972151   -0 37 17.6
 EK0811
 EK0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0811!SPC AR N     -   0.99996743  x   1.00000924  =   0.99997667
 EK0811!UTM  15      -   0.99996743  x   0.99972151  =   0.99968895
 EK0811
 EK0811|---------------------------------------------------------------------|
 EK0811| PID    Reference Object                     Distance      Geod. Az  |
 EK0811|                                                           dddmmss.s |
 EK0811| CX7331 WALDRON RM 1                          9.808 METERS 18832     |
 EK0811| CX7332 WALDRON RM 2                          8.563 METERS 30037     |
 EK0811| CX7330 WALDRON AZ MK                                      3155920.4 |
 EK0811|---------------------------------------------------------------------|
 EK0811
 EK0811                          SUPERSEDED SURVEY CONTROL
 EK0811
 EK0811  NAD 83(1997)-  34 53 16.46072(N)    094 05 11.74165(W) AD(       ) 2
 EK0811  NAD 83(1986)-  34 53 16.46123(N)    094 05 11.73635(W) AD(       ) 2
 EK0811  NAD 27      -  34 53 16.09900(N)    094 05 11.00100(W) AD(       ) 2
 EK0811
 EK0811.Superseded values are not recommended for survey control.
 EK0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0811.See file dsdata.txt to determine how the superseded data were derived.
 EK0811
 EK0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0070961151(NAD 83)
 EK0811_MARKER: DS = TRIANGULATION STATION DISK
 EK0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0811
 EK0811  HISTORY     - Date     Condition        Report By
 EK0811  HISTORY     - 1952     MONUMENTED       CGS
 EK0811  HISTORY     - 1959     GOOD             CGS
 EK0811  HISTORY     - 1971     MARK NOT FOUND   NGS
 EK0811
 EK0811                          STATION DESCRIPTION
 EK0811
 EK0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0811'THE STATION LOCATED ABOUT 1 MILE SOUTHEAST OF WALDRON, ALONG
 EK0811'THE SOUTH SIDE OF U.S. HIGHWAY 71.  IT IS 99 FEET SOUTH OF
 EK0811'THE CENTERLINE OF THE HIGHWAY, 5.5 FEET SOUTHWEST OF A WITNESS
 EK0811'POST AND 4 FEET NORTHEAST OF A 10 INCH OAK TREE WITH A TRIANGLE
 EK0811'BLAZE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0811'WALDRON 1952.
 EK0811'
 EK0811'REFERENCE MARK NO. 1 IS 28.5 FEET SOUTH-SOUTHEAST OF A 10
 EK0811'INCH OAK TREE WITH A TRIANGLE BLAZE AND 2 FEET NORTH-NORTHEAST
 EK0811'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0811'WALDRON NO 1 1952.
 EK0811'
 EK0811'REFERENCE MARK NO. 2 IS 64 FEET SOUTH OF THE CENTERLINE OF
 EK0811'THE HIGHWAY, 28 FEET NORTHWEST OF A 10 INCH OAK TREE WITH
 EK0811'A TRIANGLE BLAZE AND 11 FEET NORTH OF A FENCE.  THE MARK
 EK0811'PROJECTS 4 INCHES AND THE DISK IS STAMPED WALDRON NO 2 1952.
 EK0811'
 EK0811'AZIMUTH MARK IS 39 FEET WEST OF THE CENTERLINE OF HIGHWAY
 EK0811'71, 10 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND 3 FEET
 EK0811'SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 EK0811'AND THE DISK IS STAMPED WALDRON 1952.
 EK0811'
 EK0811'TO REACH FROM THE COURT HOUSE IN WALDRON, GO SOUTH ON HIGHWAY
 EK0811'71 FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 80.  CONTINUE
 EK0811'SOUTH ON HIGHWAY 71 FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT
 EK0811'AND THE AZIMUTH MARK.  CONTINUE SOUTH ON HIGHWAY 71 FOR 0.35
 EK0811'TO THE STATION ON THE RIGHT WHERE HIGHWAY CURVES TO THE RIGHT
 EK0811'OVER THE TOP OF A HILL.
 EK0811'
 EK0811'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0811
 EK0811                          STATION RECOVERY (1959)
 EK0811
 EK0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0811'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0811'CONDITION.
 EK0811'
 EK0811'THE 1952 DESCRIPTION TO REACH THE STATION FROM WALDRON IS
 EK0811'ADEQUATE.
 EK0811
 EK0811                          STATION RECOVERY (1971)
 EK0811
 EK0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EK0811'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 EK0811'THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.  A LARGE BORROW
 EK0811'PIT IS NOW AT THE SITE OF THE STATION AND WAS ASSUMED THE STATION
 EK0811'AND THE REFERENCE MARKS WERE DESTROYED BY CONSTRUCTION.  THE AZIMUTH
 EK0811'MARK WAS ALSO DESTROYED BY CONSTRUCTION.  STATION SHOULD BE
 EK0811'CONSIDERED LOST.
 EK0811'
 EK0811'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILES SE
 EK0811'OF WALDRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1516 ***********************************************************************
 DL1516  DESIGNATION -  WALKER
 DL1516  PID         -  DL1516
 DL1516  STATE/COUNTY-  AR/LAFAYETTE
 DL1516  USGS QUAD   -  BRADLEY NE (1978)
 DL1516
 DL1516                         *CURRENT SURVEY CONTROL
 DL1516  ___________________________________________________________________
 DL1516* NAD 83(1997)-  33 09 18.24785(N)    093 30 41.82669(W)     ADJUSTED  
 DL1516* NAVD 88     -        75.16   (+/-2cm)     246.6    (feet)  VERTCON   
 DL1516  ___________________________________________________________________
 DL1516  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DL1516  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL1516
 DL1516  HORZ ORDER  -  FIRST
 DL1516  VERT ORDER  -  THIRD ? (See Below)
 DL1516
 DL1516.The horizontal coordinates were established by classical geodetic methods
 DL1516.and adjusted by the National Geodetic Survey in September 1999..
 DL1516
 DL1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1516.The vertical order pertains to the NGVD 29 superseded value.
 DL1516
 DL1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1516
 DL1516.The geoid height was determined by GEOID03.
 DL1516
 DL1516;                    North         East     Units Scale Factor Converg.
 DL1516;SPC AR S     -   455,212.437   258,982.172   MT  1.00003529   -0 50 45.7
 DL1516;SPC AR S     - 1,493,476.14    849,677.34   sFT  1.00003529   -0 50 45.7
 DL1516;UTM  15      - 3,668,594.604   452,290.252   MT  0.99962806   -0 16 47.3
 DL1516
 DL1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1516!SPC AR S     -   0.99999235  x   1.00003529  =   1.00002764
 DL1516!UTM  15      -   0.99999235  x   0.99962806  =   0.99962041
 DL1516
 DL1516:                Primary Azimuth Mark                     Grid Az
 DL1516:SPC AR S     -  MCKAMIE MATHIESON CORP TOWER             008 39 28.0
 DL1516:UTM  15      -  MCKAMIE MATHIESON CORP TOWER             008 05 29.6
 DL1516
 DL1516|---------------------------------------------------------------------|
 DL1516| PID    Reference Object                     Distance      Geod. Az  |
 DL1516|                                                           dddmmss.s |
 DL1516| DL1499 MCKAMIE MATHIESON CORP TOWER        APPROX.11.1 KM 0074842.3 |
 DL1516| CX7336 WALKER RM 1                          29.598 METERS 03649     |
 DL1516| DL1522 CANFIELD FIRE TOWER 98 AFC          APPROX.11.9 KM 2714611.0 |
 DL1516| DL1524 CANFIELD BURTON SAWMILL STACK       APPROX.11.9 KM 2795501.3 |
 DL1516| CX7337 WALKER RM 2                          39.548 METERS 30648     |
 DL1516| CX7335 WALKER AZ MK                                       3374641.4 |
 DL1516|---------------------------------------------------------------------|
 DL1516
 DL1516                          SUPERSEDED SURVEY CONTROL
 DL1516
 DL1516  NAD 83(1997)-  33 09 18.25690(N)    093 30 41.81707(W) AD(       ) 1
 DL1516  NAD 83(1986)-  33 09 18.25867(N)    093 30 41.81551(W) AD(       ) 1
 DL1516  NAD 27      -  33 09 17.78900(N)    093 30 41.18600(W) AD(       ) 1
 DL1516  NGVD 29 (07/19/86)   75.21   (m)          246.8    (f) LEVELING    3  
 DL1516
 DL1516.Superseded values are not recommended for survey control.
 DL1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1516.See file dsdata.txt to determine how the superseded data were derived.
 DL1516
 DL1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5229068595(NAD 83)
 DL1516_MARKER: DB = BENCH MARK DISK
 DL1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1516
 DL1516  HISTORY     - Date     Condition        Report By
 DL1516  HISTORY     - 1950     MONUMENTED       USGS
 DL1516  HISTORY     - 1951     GOOD             CGS
 DL1516  HISTORY     - 1963     GOOD             USGS
 DL1516
 DL1516                          STATION DESCRIPTION
 DL1516
 DL1516'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (RLE)
 DL1516'THE STATION IS LOCATED ABOUT 3.75 MILES NORTH AND 3 MILES WEST
 DL1516'OF TAYLOR, ABOUT 2.6 MILES NORTH OF THE WALKER CREEK SCHOOL, IN
 DL1516'THE CHURCH YARD OF THE ASSEMBLY OF GOD CHURCH.  IT IS 151 FEET
 DL1516'SOUTH-SOUTHEAST OF A POWER LINE POLE, 86 FEET SOUTH OF THE
 DL1516'SOUTHWEST CORNER OF THE CHURCH, 80 FEET EAST OF THE CENTER OF A
 DL1516'NORTH-SOUTH GRADED ROAD, AND 54 FEET WEST OF A NORTH-SOUTH
 DL1516'FENCE.  IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE
 DL1516'TOP OF AN 8 BY 8 INCH CONCRETE POST PROJECTING 2 INCHES AND IS
 DL1516'STAMPED WALKER.
 DL1516'
 DL1516'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 24 FEET
 DL1516'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, AND 1 FOOT
 DL1516'WEST OF A NORTH-SOUTH FENCE.  IT IS STAMPED WALKER NO 1 1950 AND
 DL1516'PROJECTS 2 INCHES.
 DL1516'
 DL1516'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 23 FEET WEST
 DL1516'OF THE CENTER OF NORTH-SOUTH GRADED ROAD, AND 1 FOOT EAST OF A
 DL1516'NORTH-SOUTH FENCE.  IT IS STAMPED WALKER NO 2 1950 AND IT PROJECTS
 DL1516'4 INCHES.
 DL1516'
 DL1516'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 162.10 FEET.
 DL1516'
 DL1516'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHWEST OF THE STATION, 86
 DL1516'FEET SOUTH OF A POWER LINE POLE, 22 FEET EAST OF CENTER OF GRADED
 DL1516'ROAD, AND 2 FEET SOUTH OF WITNESS POST.  IT IS STAMPED WALKER
 DL1516'1950, AND IT PROJECTS 6 INCHES.  TO REACH THE AZIMUTH MARK FROM
 DL1516'THE STATION GO NORTH-NORTHWEST ON GRADED ROAD FOR 0.25 MILE TO
 DL1516'MARK ON RIGHT AS DESCRIBED.
 DL1516'
 DL1516'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TAYLOR GO WEST
 DL1516'ONE BLOCK TO CROSS-STREET, THEN NORTH 0.2 MILE TO WIDE FORKS,
 DL1516'TAKE LEFT FORK GO NORTHWEST AND WEST ON GRAVEL ROAD FOR 3.3 MILES
 DL1516'TO CROSSROAD.  TURN RIGHT AND GO NORTH FOR 2.85 MILES TO CHURCH
 DL1516'YARD, AND STATION ON EAST SIDE OF GRADED ROAD AS DESCRIBED.
 DL1516'
 DL1516'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1516
 DL1516                          STATION RECOVERY (1951)
 DL1516
 DL1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1516'STATION RECOVERED AND THE MARKS FOUND IN GOOD CONDITION.  THE
 DL1516'ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 DL1516'
 DL1516'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DL1516
 DL1516                          STATION RECOVERY (1963)
 DL1516
 DL1516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (WGT)
 DL1516'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1516'CONDITION.  R.M. NO. 2 IS NORTHWEST ACROSS ROAD FROM THE STATION,
 DL1516'9 FEET EAST OF NORTH-SOUTH FENCE AND 6 FEET NORTH OF A 6-INCH
 DL1516'PINE TREE.
 DL1516'
 DL1516'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND IS 4 FEET WEST OF
 DL1516'THE SOUTHWEST CORNER OF A GARDEN.
 DL1516'
 DL1516'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1516'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0850 ***********************************************************************
 EK0850  DESIGNATION -  WALKER
 EK0850  PID         -  EK0850
 EK0850  STATE/COUNTY-  AR/SCOTT
 EK0850  USGS QUAD   -  CAUTHRON (1979)
 EK0850
 EK0850                         *CURRENT SURVEY CONTROL
 EK0850  ___________________________________________________________________
 EK0850* NAD 83(1997)-  34 53 09.72942(N)    094 17 00.54514(W)     ADJUSTED  
 EK0850* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 EK0850  ___________________________________________________________________
 EK0850  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 EK0850  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 EK0850
 EK0850  HORZ ORDER  -  FIRST
 EK0850
 EK0850.The horizontal coordinates were established by classical geodetic methods
 EK0850.and adjusted by the National Geodetic Survey in September 1999..
 EK0850
 EK0850.The orthometric height was scaled from a topographic map.
 EK0850
 EK0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0850
 EK0850.The geoid height was determined by GEOID03.
 EK0850
 EK0850;                    North         East     Units Scale Factor Converg.
 EK0850;SPC AR N     -    63,738.731   191,272.951   MT  1.00000963   -1 19 43.5
 EK0850;SPC AR N     -   209,116.15    627,534.67   sFT  1.00000963   -1 19 43.5
 EK0850;UTM  15      - 3,861,156.420   382,714.319   MT  0.99976954   -0 44 03.0
 EK0850
 EK0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0850!SPC AR N     -   0.99992919  x   1.00000963  =   0.99993882
 EK0850!UTM  15      -   0.99992919  x   0.99976954  =   0.99969875
 EK0850
 EK0850|---------------------------------------------------------------------|
 EK0850| PID    Reference Object                     Distance      Geod. Az  |
 EK0850|                                                           dddmmss.s |
 EK0850| CX7333 WALKER RM 1                          19.056 METERS 10829     |
 EK0850| CX7334 WALKER RM 2                          15.852 METERS 19519     |
 EK0850| EK0848 POTEAU                              APPROX.12.0 KM 3153624.7 |
 EK0850| EK0849 POTEAU MTN LOOKOUT TOWER            APPROX.11.9 KM 3154213.7 |
 EK0850|---------------------------------------------------------------------|
 EK0850
 EK0850                          SUPERSEDED SURVEY CONTROL
 EK0850
 EK0850  NAD 83(1997)-  34 53 09.73473(N)    094 17 00.54489(W) AD(       ) 1
 EK0850  NAD 83(1986)-  34 53 09.73537(N)    094 17 00.53891(W) AD(       ) 1
 EK0850  NAD 27      -  34 53 09.38100(N)    094 16 59.77000(W) AD(       ) 1
 EK0850
 EK0850.Superseded values are not recommended for survey control.
 EK0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0850.See file dsdata.txt to determine how the superseded data were derived.
 EK0850
 EK0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8271461156(NAD 83)
 EK0850_MARKER: DS = TRIANGULATION STATION DISK
 EK0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EK0850
 EK0850  HISTORY     - Date     Condition        Report By
 EK0850  HISTORY     - 1952     MONUMENTED       CGS
 EK0850  HISTORY     - 1959     GOOD             CGS
 EK0850  HISTORY     - 1972     GOOD             USFS
 EK0850
 EK0850                          STATION DESCRIPTION
 EK0850
 EK0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0850'STATION IS LOCATED ABOUT 11-1/2 MILES WEST SOUTHWEST OF WALDRON
 EK0850'AND 7 MILES EAST SOUTHEAST OF BATES NEAR THE EAST END AND
 EK0850'ON THE HIGHEST POINT OF WALKER MOUNTAIN.  STATION IS 23 FEET
 EK0850'NORTHWEST OF THE APPROXIMATE CENTERLINE OF TRACK ROAD, 10-1/2
 EK0850'FEET SOUTH OF TRIANGLE BLAZED OAK TREE AND 3 FEET NORTHEAST
 EK0850'OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 EK0850'DISK IS STAMPED WALKER 1952.
 EK0850'
 EK0850'REFERENCE MARK NO. 1 IS 26 FEET SOUTHEAST OF APPROXIMATE
 EK0850'CENTERLINE OF TRACK ROAD.  THE MARK PROJECTS ABOUT 6 INCHES
 EK0850'AND THE DISK IS STAMPED WALKER NO 1 1952.
 EK0850'
 EK0850'REFERENCE MARK NO. 2 IS 14 FEET SOUTHEAST OF THE APPROXIMATE
 EK0850'CENTERLINE OF TRACK ROAD.  THE MARK PROJECTS ABOUT 6 INCHES
 EK0850'AND THE DISK IS STAMPED WALKER NO 2 1952.
 EK0850'
 EK0850'TO REACH FROM THE COURT HOUSE IN WALDRON GO NORTH ON U.S.
 EK0850'HIGHWAY 71 AND STATE ROUTE 28 FOR 3.0 MILES TO THE JUNCTION
 EK0850'OF THE TWO HIGHWAYS.  TURN LEFT AND GO WEST ON STATE ROUTE
 EK0850'28 FOR 11.8 MILES TO FORKS JUST BEYOND THE CAUTHRON POST
 EK0850'OFFICE.  TAKE LEFT FORK AND GO SOUTHERLY FOR 0.75 MILE TO
 EK0850'FORKS AT ANGLING CROSSROADS.  TAKE LEFT FORK AND CONTINUE
 EK0850'SOUTHERLY FOR 3.9 MILES TO A REVERSE FORK.  TURN SHARP LEFT
 EK0850'AND GO EASTERLY ALONG TOP OF MOUNTAIN FOR 2.2 MILES TO
 EK0850'TRIANGLE BLAZED OAK AND STATION ON LEFT AS DESCRIBED.
 EK0850'
 EK0850'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0850
 EK0850                          STATION RECOVERY (1959)
 EK0850
 EK0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0850'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 EK0850'NO AZIMUTH MARK WAS SET AT THIS STATION.
 EK0850'
 EK0850'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM WALDRON
 EK0850'IS ADEQUATE.
 EK0850
 EK0850                          STATION RECOVERY (1972)
 EK0850
 EK0850'RECOVERY NOTE BY US FOREST SERVICE 1972 (RAB)
 EK0850'WALKER RECOVERED GOOD.
 EK0850'
 EK0850'VERTICAL ANGLE ELEVATION (DOUBLE DETERMINATION FROM BMS TT20B AND
 EK0850'TT21 B) =1584.43 FEET.
 EK0850'
 EK0850'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 AIR MILES W. OF
 EK0850'WALDRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1844 ***********************************************************************
 FG1844  DESIGNATION -  WALKER
 FG1844  PID         -  FG1844
 FG1844  STATE/COUNTY-  AR/POPE
 FG1844  USGS QUAD   -  DARDANELLE (1993)
 FG1844
 FG1844                         *CURRENT SURVEY CONTROL
 FG1844  ___________________________________________________________________
 FG1844* NAD 83(1997)-  35 14 02.95885(N)    093 08 06.69736(W)     ADJUSTED  
 FG1844* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FG1844  ___________________________________________________________________
 FG1844  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 FG1844  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FG1844
 FG1844  HORZ ORDER  -  FIRST
 FG1844
 FG1844.The horizontal coordinates were established by classical geodetic methods
 FG1844.and adjusted by the National Geodetic Survey in September 1999..
 FG1844
 FG1844.The orthometric height was scaled from a topographic map.
 FG1844
 FG1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1844
 FG1844.The geoid height was determined by GEOID03.
 FG1844
 FG1844;                    North         East     Units Scale Factor Converg.
 FG1844;SPC AR N     -   100,534.072   296,673.313   MT  0.99995449   -0 39 38.0
 FG1844;SPC AR N     -   329,835.53    973,335.69   sFT  0.99995449   -0 39 38.0
 FG1844;UTM  15      - 3,899,018.865   487,698.593   MT  0.99960186   -0 04 40.8
 FG1844
 FG1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1844!SPC AR N     -   0.99998543  x   0.99995449  =   0.99993992
 FG1844!UTM  15      -   0.99998543  x   0.99960186  =   0.99958729
 FG1844
 FG1844:                Primary Azimuth Mark                     Grid Az
 FG1844:SPC AR N     -  RUSSELLVILLE FED COMPRESS W TK           018 45 29.0
 FG1844:UTM  15      -  RUSSELLVILLE FED COMPRESS W TK           018 10 31.8
 FG1844
 FG1844|---------------------------------------------------------------------|
 FG1844| PID    Reference Object                     Distance      Geod. Az  |
 FG1844|                                                           dddmmss.s |
 FG1844| FG1826 RUSSELLVILLE FED COMPRESS W TK      APPROX. 4.7 KM 0180551.0 |
 FG1844| FG1827 RUSSELLVILLE FED COMPRESS E TK      APPROX. 4.7 KM 0181802.5 |
 FG1844| CI3553 WALKER RM 1                          19.582 METERS 12549     |
 FG1844| CI3554 WALKER RM 2                          10.598 METERS 19312     |
 FG1844| CI3552 WALKER AZ MK                                       3342802.7 |
 FG1844|---------------------------------------------------------------------|
 FG1844
 FG1844                          SUPERSEDED SURVEY CONTROL
 FG1844
 FG1844  NAD 83(1986)-  35 14 02.97162(N)    093 08 06.69384(W) AD(       ) 1
 FG1844  NAD 27      -  35 14 02.66700(N)    093 08 06.06500(W) AD(       ) 1
 FG1844
 FG1844.Superseded values are not recommended for survey control.
 FG1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1844.See file dsdata.txt to determine how the superseded data were derived.
 FG1844
 FG1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8769999019(NAD 83)
 FG1844_MARKER: DS = TRIANGULATION STATION DISK
 FG1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1844
 FG1844  HISTORY     - Date     Condition        Report By
 FG1844  HISTORY     - 1940     MONUMENTED       CGS
 FG1844  HISTORY     - 1954     GOOD             CGS
 FG1844  HISTORY     - 1967     GOOD             CGS
 FG1844  HISTORY     - 1972     GOOD             NGS
 FG1844
 FG1844                          STATION DESCRIPTION
 FG1844
 FG1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FG1844'STATION IS LOCATED ON THE TOP OF A LOW RIDGE ABOUT 3-1/2
 FG1844'MILES S OF RUSSELLVILLE, AND ABOUT 2 MILES NE OF DARDANELLE,
 FG1844'ON PROPERTY OWNED BY MR. J. WALKER.
 FG1844'
 FG1844'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD DISKS
 FG1844'SET IN CONCRETE.
 FG1844'
 FG1844'STATION MARK IS SET IN THE CENTER OF THE RIDGE, 51 FEET W
 FG1844'OF THE W FACE OF THE HOUSE, 15 FEET W OF A 10-INCH OAK TREE,
 FG1844'AND 16.5 FEET NNE OF A STANDARD REFERENCE POST, PROJECTS
 FG1844'4 INCHES, AND IS STAMPED WALKER 1940.
 FG1844'
 FG1844'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 FG1844'IN BOULDERS.
 FG1844'
 FG1844'REFERENCE MARK NO.1 IS SE OF THE STATION AND ABOUT 3 FEET
 FG1844'LOWER, ON THE S SLOPE OF THE HILL, 20 FEET S OF THE SW CORNER
 FG1844'OF THE HOUSE, AND IS STAMPED WALKER NO.1, 1940.
 FG1844'
 FG1844'REFERENCE MARK NO.2 IS SSW OF THE STATION AND ABOUT 6 FEET
 FG1844'LOWER, ON THE S SLOPE OF THE HILL.  IT IS 60 FEET WSW OF
 FG1844'THE SW CORNER OF THE HOUSE, 20.7 FEET SSE OF THE STATION
 FG1844'REFERENCE POST, AND IS STAMPED WALKER NO.2, 1940.
 FG1844'
 FG1844'THE AZIMUTH MARK IS ABOUT 0.5 MILE AIRLINE NW OF THE STATION,
 FG1844'ABOUT 0.1 MILE S OF A HIGHWAY BRIDGE, 39 FEET E OF THE CENTER
 FG1844'LINE OF STATE ROAD 7, 25 FEET NE OF A HIGHWAY CURVE SIGN,
 FG1844'5 FEET E OF THE DITCH BANK, AND 5 FEET S OF A STANDARD REFERENCE
 FG1844'POST, WHICH IS STAMPED WALKER 1940.
 FG1844'
 FG1844'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FG1844'64 AND STATE ROADS 7 AND 27 IN RUSSELLVILLE, GO S ON STATE
 FG1844'ROAD 7 FOR 2.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FG1844'S 0.5 MILE TO THE TOP OF THE RIDGE AND A ROAD LEFT ON THE
 FG1844'S SIDE OF THE RIDGE.  TURN LEFT AND FOLLOW THE TOP OF THE RIDGE
 FG1844'0.45 MILE TO THE STATION IN THE YARD IN FRONT OF A FARMHOUSE.
 FG1844
 FG1844                          STATION RECOVERY (1954)
 FG1844
 FG1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1844'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FG1844'AND FOUND IN GOOD CONDITION.  IT WAS ASSUMED THAT THE AZIMUTH
 FG1844'MARK HAD BEEN DESTROYED DUE TO THE WIDENING OF THE HIGHWAY
 FG1844'WHERE IT WAS LOCATED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 FG1844'
 FG1844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FG1844'STATE HIGHWAYS 7 AND 27 IN RUSSELLVILLE, GO S ON STATE HIGHWAY
 FG1844'7 FOR 2.8 MI. TO A DRIVEWAY AT A SMALL WHITE HOUSE ON THE
 FG1844'LEFT, TURN LEFT INTO THE DRIVEWAY THENCE SHARP LEFT UPHILL
 FG1844'FOR 250 FT. TO AN OLD TRAIL, TURN RIGHT ON THE TRAIL FOR 0.45
 FG1844'MI. TO THE HIGHEST POINT AND THE STATION.
 FG1844'
 FG1844'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1844
 FG1844                          STATION RECOVERY (1967)
 FG1844
 FG1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1844'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FG1844'THE 1954 DESCRIPTION BY J. C. M. IS ADEQUATE.
 FG1844
 FG1844                          STATION RECOVERY (1972)
 FG1844
 FG1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1844'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AND FOUND IN
 FG1844'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS ASSUMED TO BE
 FG1844'DESTROYED DUE TO THE WIDENING OF STATE HIGHWAY 7.  FOLLOWING IS A
 FG1844'NEW DESCRIPTION FOR A ROUTE TO REACH THE STATION.
 FG1844'
 FG1844'TO REACH THE STATION FROM THE FORREST E. GARDNER JUNIOR HIGH SCHOOL
 FG1844'IN RUSSELLVILLE, GO SOUTH ON HIGHWAY 7 FOR 2.5 MILES TO A DRIVEWAY
 FG1844'ON THE LEFT.  TURN LEFT ONTO DRIVEWAY.  THEN TURN LEFT PASSING
 FG1844'BETWEEN TWO BRICK PILLARS AND FOLLOW A TRACK ROAD NORTH AND EAST
 FG1844'FOR 0.15 MILE TO A FENCE AND THE END OF TRUCK TRAVEL.  (A METAL
 FG1844'WITNESS SIGN WAS NAILED TO A RAILROAD TIE FENCE POST AT THIS
 FG1844'POINT.) PACK EAST ALONG TRACK ROAD THAT FOLLOWS TOP OF RIDGE FOR
 FG1844'0.35 MILE TO A CLEARING, A CONCRETE TOWER FOUNDATION THAT
 FG1844'SUPPORTS A WATER TANK AND THE STATION.
 FG1844'
 FG1844'THE STATION IS ON PROPERTY OWNED BY MR. ROY B. JOHNSTON, RT. 1 BOX
 FG1844'228, RUSSELLVILLE, ARKANSAS.
 FG1844'
 FG1844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 FG1844'SOUTH OF RUSSELLVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0830 ***********************************************************************
 GF0830  DESIGNATION -  WALKER
 GF0830  PID         -  GF0830
 GF0830  STATE/COUNTY-  AR/CARROLL
 GF0830  USGS QUAD   -  BLUE EYE (1972)
 GF0830
 GF0830                         *CURRENT SURVEY CONTROL
 GF0830  ___________________________________________________________________
 GF0830* NAD 83(1997)-  36 23 33.02404(N)    093 22 59.22397(W)     ADJUSTED  
 GF0830* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 GF0830  ___________________________________________________________________
 GF0830  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 GF0830  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0830
 GF0830  HORZ ORDER  -  SECOND
 GF0830
 GF0830.The horizontal coordinates were established by classical geodetic methods
 GF0830.and adjusted by the National Geodetic Survey in September 1999..
 GF0830
 GF0830.The orthometric height was scaled from a topographic map.
 GF0830
 GF0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0830
 GF0830.The geoid height was determined by GEOID03.
 GF0830
 GF0830;                    North         East     Units Scale Factor Converg.
 GF0830;SPC AR N     -   229,330.475   275,913.592   MT  1.00003534   -0 48 17.4
 GF0830;SPC AR N     -   752,395.07    905,226.51   sFT  1.00003534   -0 48 17.4
 GF0830;SPC MO C     -    62,404.619   420,775.630   MT  1.00001064   -0 31 26.4
 GF0830;UTM  15      - 4,027,552.765   465,642.346   MT  0.99961454   -0 13 38.3
 GF0830
 GF0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0830!SPC AR N     -   0.99997100  x   1.00003534  =   1.00000634
 GF0830!SPC MO C     -   0.99997100  x   1.00001064  =   0.99998164
 GF0830!UTM  15      -   0.99997100  x   0.99961454  =   0.99958555
 GF0830
 GF0830                          SUPERSEDED SURVEY CONTROL
 GF0830
 GF0830  NAD 83(1997)-  36 23 33.03070(N)    093 22 59.22262(W) AD(       ) 2
 GF0830  NAD 83(1997)-  36 23 33.03630(N)    093 22 59.22035(W) AD(       ) 2
 GF0830  NAD 83(1986)-  36 23 33.03609(N)    093 22 59.22140(W) AD(       ) 2
 GF0830  NAD 27      -  36 23 32.79220(N)    093 22 58.55770(W) AD(       ) 2
 GF0830
 GF0830.Superseded values are not recommended for survey control.
 GF0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0830.See file dsdata.txt to determine how the superseded data were derived.
 GF0830
 GF0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6564227553(NAD 83)
 GF0830_MARKER: DD = SURVEY DISK
 GF0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0830+STABILITY: SURFACE MOTION
 GF0830
 GF0830  HISTORY     - Date     Condition        Report By
 GF0830  HISTORY     - 1961     MONUMENTED       USE
 GF0830
 GF0830                          STATION DESCRIPTION
 GF0830
 GF0830'DESCRIBED BY US ENGINEERS 1961 (BRB)
 GF0830'ABOUT 4 MILES NORTH AND 2-3/4 MILES EAST OF GREEN FOREST,
 GF0830'ABOUT 3/4 MILE WEST OF THE VILLAGE OF FAIRWELL, IN THE SOUTHWEST
 GF0830'1/4 OF SEC. 13, T. 20 N., R. 23 W., AND ON THE PROPERTY OF
 GF0830'MR. C.L. WALKER.  IT IS A STANDARD U.S. ENGINEER DEPARTMENT
 GF0830'DISK STAMPED WALKER 1942 SET IN THE TOP OF A CONCRETE POST
 GF0830'THAT IS 6 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS
 GF0830'171 FEET SOUTH OF A 16 INCH OAK TREE WITH A TRIANGULAR BLAZE
 GF0830'ON THE SOUTHEAST SIDE, 48 FEET SOUTHWEST OF A FENCE CORNER AND
 GF0830'20 FEET WEST OF A WIRE FENCE.
 GF0830'
 GF0830'TO REACH FROM THE NORTH SIDE OF THE SQUARE IN GREEN FOREST
 GF0830'GO EAST ON U.S. HIGHWAY 62 FOR 0.15 MILE TO A CROSSROAD.  TURN
 GF0830'LEFT AND GO NORTH ON A SURFACED ROAD FOR 0.5 MILE TO THE END
 GF0830'OF THE SURFACED ROAD AT A POINT WHERE THE ROAD TURNS FROM
 GF0830'NORTH TO EAST.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 GF0830'FOR 0.2 MILES TO A SIDE ROAD LEFT.
 GF0830'TURN LEFT AND GO NORTHEASTERLY ON A GRAVELED ROAD FOR 2.2 MILES
 GF0830'TO A SIDE ROAD RIGHT.  CONTINUE NORTHEASTERLY ON THE GRAVELED
 GF0830'ROAD FOR 1.4 MILES TO A SIDE ROAD LEFT AND A SCHOOL HOUSE ON
 GF0830'THE RIGHT.  CONTINUE EAST AND NORTHEASTERLY ON THE GRAVELED
 GF0830'ROAD FOR 2.2 MILES TO A T-ROAD AT THE HOME OF MR. C.L.
 GF0830'WALKER ON THE LEFT, AND THE STATION ABOUT 0.05 MILE WEST.
 GF0830'
 GF0830'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GF0830'FAIRWELL, THE DISTANCE BEING 181.26 FEET AND 55.2469 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1786 ***********************************************************************
 FG1786  DESIGNATION -  WALKER LOOKOUT TOWER
 FG1786  PID         -  FG1786
 FG1786  STATE/COUNTY-  AR/POPE
 FG1786  USGS QUAD   -  TILLY (1980)
 FG1786
 FG1786                         *CURRENT SURVEY CONTROL
 FG1786  ___________________________________________________________________
 FG1786* NAD 83(1997)-  35 40 16.01080(N)    092 51 45.69387(W)     ADJUSTED  
 FG1786* NAVD 88     -                                                        
 FG1786  ___________________________________________________________________
 FG1786  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 FG1786  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG1786
 FG1786  HORZ ORDER  -  THIRD
 FG1786
 FG1786.The horizontal coordinates were established by classical geodetic methods
 FG1786.and adjusted by the National Geodetic Survey in September 1999..
 FG1786
 FG1786
 FG1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1786
 FG1786.The geoid height was determined by GEOID03.
 FG1786
 FG1786;                    North         East     Units Scale Factor Converg.
 FG1786;SPC AR N     -   148,757.812   321,900.673   MT  0.99993708   -0 30 07.2
 FG1786;SPC AR N     -   488,049.59  1,056,102.46   sFT  0.99993708   -0 30 07.2
 FG1786;UTM  15      - 3,947,479.884   512,426.359   MT  0.99960190   +0 04 48.2
 FG1786
 FG1786                          SUPERSEDED SURVEY CONTROL
 FG1786
 FG1786  NAD 83(1986)-  35 40 16.02332(N)    092 51 45.69416(W) AD(       ) 4
 FG1786  NAD 27      -  35 40 15.74100(N)    092 51 45.08500(W) AD(       ) 3
 FG1786
 FG1786.Superseded values are not recommended for survey control.
 FG1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1786.See file dsdata.txt to determine how the superseded data were derived.
 FG1786
 FG1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1242647480(NAD 83)
 FG1786_MARKER: 57 = LOOKOUT TOWER
 FG1786
 FG1786  HISTORY     - Date     Condition        Report By
 FG1786  HISTORY     - 1954     FIRST OBSERVED   CGS
 FG1786  HISTORY     - 1985     SEE DESCRIPTION  USDA
 FG1786
 FG1786                          STATION DESCRIPTION
 FG1786
 FG1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1786'THE STATION IS ABOUT 6-1/2 MILES SOUTH OF WITTS SPRINGS,
 FG1786'3 MILES SOUTH AND 2 MILES WEST OF THE TILLY POST OFFICE
 FG1786'AND 1/2 MILE WEST OF A T-INTERSECTION ON STATE HIGHWAY 16.
 FG1786'IT IS A FOUR-LEGGED STEEL TOWER ABOUT 110 FEET HIGH WITH
 FG1786'A GLASS ENCLOSED HOUSE AT THE TOP.  THE POINT INTERSECTED
 FG1786'WAS THE APEX OF THE HOUSE.
 FG1786
 FG1786                          STATION RECOVERY (1985)
 FG1786
 FG1786'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HWH)
 FG1786'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1486 ***********************************************************************
 DL1486  DESIGNATION -  WALKERVILLE FIRE TOWER 99 AFC
 DL1486  PID         -  DL1486
 DL1486  STATE/COUNTY-  AR/COLUMBIA
 DL1486  USGS QUAD   -  WALKERVILLE (1978)
 DL1486
 DL1486                         *CURRENT SURVEY CONTROL
 DL1486  ___________________________________________________________________
 DL1486* NAD 83(1997)-  33 04 15.15603(N)    093 18 56.64050(W)     ADJUSTED  
 DL1486* NAVD 88     -                                                        
 DL1486  ___________________________________________________________________
 DL1486  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DL1486  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL1486
 DL1486  HORZ ORDER  -  THIRD
 DL1486
 DL1486.The horizontal coordinates were established by classical geodetic methods
 DL1486.and adjusted by the National Geodetic Survey in September 1999..
 DL1486
 DL1486
 DL1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1486
 DL1486.The geoid height was determined by GEOID03.
 DL1486
 DL1486;                    North         East     Units Scale Factor Converg.
 DL1486;SPC AR S     -   445,622.960   277,135.056   MT  1.00005869   -0 44 11.1
 DL1486;SPC AR S     - 1,462,014.66    909,233.93   sFT  1.00005869   -0 44 11.1
 DL1486;SPC LA N     -   285,353.824   923,819.888   MT  1.00011719   -0 25 52.6
 DL1486;SPC LA N     -   936,198.34  3,030,899.08   sFT  1.00011719   -0 25 52.6
 DL1486;UTM  15      - 3,659,188.693   470,529.039   MT  0.99961071   -0 10 20.2
 DL1486
 DL1486                          SUPERSEDED SURVEY CONTROL
 DL1486
 DL1486  NAD 83(1997)-  33 04 15.16592(N)    093 18 56.63000(W) AD(       ) 4
 DL1486  NAD 83(1986)-  33 04 15.16690(N)    093 18 56.63002(W) AD(       ) 4
 DL1486  NAD 27      -  33 04 14.68500(N)    093 18 56.01800(W) AD(       ) 3
 DL1486
 DL1486.Superseded values are not recommended for survey control.
 DL1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1486.See file dsdata.txt to determine how the superseded data were derived.
 DL1486
 DL1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7052959189(NAD 83)
 DL1486_MARKER: 55 = TOWER
 DL1486
 DL1486  HISTORY     - Date     Condition        Report By
 DL1486  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1486
 DL1486                          STATION DESCRIPTION
 DL1486
 DL1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1486'THE STATION IS LOCATED ABOUT 1.4 MILES SOUTH OF THE VILLAGE OF
 DL1486'WALKERVILLE AND 100.0 FEET WEST OF THE CENTER OF STATE HIGHWAY
 DL1486'NO. 19.
 DL1486'
 DL1486'IT IS A GLASS ENCLOSED CABIN MOUNTED ON TOP OF A FOUR LEGGED
 DL1486'STEEL STRUCTURE AND HAS AN OVER ALL HEIGHT OF 112 FEET TO THE APEX
 DL1486'OF THE ROOF.
 DL1486'
 DL1486'THE CENTER AND TOP OF THE TOWER WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2096 ***********************************************************************
 DK2096  DESIGNATION -  WALL
 DK2096  PID         -  DK2096
 DK2096  STATE/COUNTY-  AR/DREW
 DK2096  USGS QUAD   -  MONTICELLO SOUTH (1966)
 DK2096
 DK2096                         *CURRENT SURVEY CONTROL
 DK2096  ___________________________________________________________________
 DK2096* NAD 83(1997)-  33 36 37.01297(N)    091 46 56.37613(W)     ADJUSTED  
 DK2096* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 DK2096  ___________________________________________________________________
 DK2096  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DK2096  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK2096
 DK2096  HORZ ORDER  -  FIRST
 DK2096
 DK2096.The horizontal coordinates were established by classical geodetic methods
 DK2096.and adjusted by the National Geodetic Survey in September 1999..
 DK2096
 DK2096.The orthometric height was scaled from a topographic map.
 DK2096
 DK2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2096
 DK2096.The geoid height was determined by GEOID03.
 DK2096
 DK2096;                    North         East     Units Scale Factor Converg.
 DK2096;SPC AR S     -   504,680.214   420,199.958   MT  0.99994569   +0 07 18.6
 DK2096;SPC AR S     - 1,655,771.67  1,378,606.03   sFT  0.99994569   +0 07 18.6
 DK2096;UTM  15      - 3,719,610.636   612,963.730   MT  0.99975732   +0 40 26.8
 DK2096
 DK2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2096!SPC AR S     -   0.99998427  x   0.99994569  =   0.99992996
 DK2096!UTM  15      -   0.99998427  x   0.99975732  =   0.99974159
 DK2096
 DK2096:                Primary Azimuth Mark                     Grid Az
 DK2096:SPC AR S     -  MONTICELLO COTTON MILL STACK             008 01 39.5
 DK2096:UTM  15      -  MONTICELLO COTTON MILL STACK             007 28 31.3
 DK2096
 DK2096|---------------------------------------------------------------------|
 DK2096| PID    Reference Object                     Distance      Geod. Az  |
 DK2096|                                                           dddmmss.s |
 DK2096| DK2093 MONTICELLO COTTON MILL STACK        APPROX. 1.9 KM 0080858.1 |
 DK2096| DK2091 MONTICELLO COTTON MILL TANK         APPROX. 1.9 KM 0084027.0 |
 DK2096| DK2086 TYRE FIRE TOWER 4 UNIT 7            APPROX.19.2 KM 0094555.4 |
 DK2096| DK2011 TILLAR MUNICIPAL TANK               APPROX.32.7 KM 0692220.0 |
 DK2096| DK2095 MONTICELLO ARK A M COLL OLD TK      APPROX. 3.9 KM 2315959.6 |
 DK2096| DK2097 MONTICELLO ARK A M COLLEGE STK      APPROX. 3.5 KM 2344716.2 |
 DK2096| DK2098 MONTICELLO ARK A M COLLEGE TK       APPROX. 3.6 KM 2361621.8 |
 DK2096| CY6695 WALL RM 1                            33.138 METERS 25614     |
 DK2096| CY6694 WALL AZ MK                                         2664609.9 |
 DK2096| DL1269 WARREN BRADLEY LUMBER SM STK        APPROX.26.5 KM 2690424.9 |
 DK2096| DL1264 WARREN SOUTHERN LUMBER CO STK       APPROX.27.7 KM 2723427.5 |
 DK2096| CY6696 WALL RM 2                            38.457 METERS 34404     |
 DK2096|---------------------------------------------------------------------|
 DK2096
 DK2096                          SUPERSEDED SURVEY CONTROL
 DK2096
 DK2096  NAD 83(1986)-  33 36 37.02281(N)    091 46 56.37115(W) AD(       ) 1
 DK2096  NAD 27      -  33 36 36.63100(N)    091 46 55.90200(W) AD(       ) 1
 DK2096
 DK2096.Superseded values are not recommended for survey control.
 DK2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2096.See file dsdata.txt to determine how the superseded data were derived.
 DK2096
 DK2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1296419611(NAD 83)
 DK2096_MARKER: DS = TRIANGULATION STATION DISK
 DK2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2096
 DK2096  HISTORY     - Date     Condition        Report By
 DK2096  HISTORY     - 1939     MONUMENTED       CGS
 DK2096  HISTORY     - 1942     GOOD             CGS
 DK2096  HISTORY     - 1948     GOOD             CGS
 DK2096
 DK2096                          STATION DESCRIPTION
 DK2096
 DK2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2096'STATION IS IN THE NW 1/4 OF SEC. 7, T. 13 S, R. 7 W.  MARK IS
 DK2096'FLUSH WITH SURFACE, STAMPED WALL 1939, 12.3 FEET N OF A
 DK2096'FENCE, 104 FEET N OF THE WINDOW ON THE N SIDE OF MR. WALLS
 DK2096'HOUSE, 67 FEET E OF THE SE CORNER OF THE POTATO HOUSE, 23
 DK2096'FEET ENE OF CENTER OF A GATE, AND 95 FEET N OF A FENCE CORNER.
 DK2096'
 DK2096'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2096'BRONZE DISKS SET IN CONCRETE.
 DK2096'
 DK2096'REFERENCE MARK NO. 1 IS 11 FEET N OF THE CENTER OF A GATE
 DK2096'TO MR. WALLS YARD, 34 FEET SE OF SE CORNER OF MR. WALLS
 DK2096'HOUSE.  MARK PROJECTS SIX INCHES ABOVE GROUND AND IS STAMPED
 DK2096'WALL NO. 1 1939.
 DK2096'
 DK2096'REFERENCE MARK NO. 2 IS 18 FEET NW OF THE OUTHOUSE, 43 FEET
 DK2096'N OF A FOOT GATE IN BACK YARD, 3 FEET N OF A HENHOUSE, 18
 DK2096'FEET W OF A HENHOUSE.  MARK PROJECTS SIX INCHES ABOVE GROUND
 DK2096'AND IS STAMPED WALL NO. 2 1939.
 DK2096'
 DK2096'TO REACH THE AZIMUTH MARK FROM THE STATION GO W FOR 0.15
 DK2096'MILE TO WHERE DESCRIPTION READS TURN LEFT 0.15 MILE TO MR.
 DK2096'WALLS HOUSE.  AT THIS POINT TURN LEFT AND GO SE FOR 0.08
 DK2096'MILE TO A FORKS IN THE ROAD, THE MARK IS IN THE FENCE LINE
 DK2096'ON THE SW SIDE OF THE ROAD AT THE RIGHT FORK.  MARK IS ABOUT
 DK2096'100 FEET E OF A RIDGE AND 18 FEET E OF A FENCE CORNER.
 DK2096'
 DK2096'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 DK2096'4 AND 13 IN MONTICELLO GO S ON STATE HIGHWAY 13 FOR 0.85
 DK2096'MILE TO HIGGINS FILLING STATION ON THE E SIDE OF THE ROAD,
 DK2096'THEN TAKE THE LEFT FORK AND GO SE FOR 0.45 MILE, THEN TURN
 DK2096'SHARP LEFT AND GO E ON DIRT ROAD FOR 0.15 MILE TO MR. G.W.
 DK2096'WALLS HOUSE, GO THROUGH HIS GATE AND 0.05 MILE TO THE STATION.
 DK2096'
 DK2096'A 103-FOOT TOWER WAS BUILT OVER THE STATION, BUT A 77-FOOT
 DK2096'TOWER WILL SEE ALL LIGHTS, AT THE OTHER STATIONS.
 DK2096
 DK2096                          STATION RECOVERY (1942)
 DK2096
 DK2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DK2096'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DK2096'CONDITION.  MEASUREMENTS TO REFERENCE MARKS CHECKED.
 DK2096'
 DK2096'STATION IS LOCATED 1.5 MILES (BY ROAD) S OF MONTICELLO ON
 DK2096'LAND OWNED BY MR. G.W. WALL WHO LIVES ABOUT 30 PACES SW OF
 DK2096'THE STATION.  IT IS STAMPED WALL 1939 AND IS SET FLUSH WITH
 DK2096'THE GROUND.
 DK2096'
 DK2096'THE AZIMUTH MARK IS STAMPED WALL 1939 AND PROJECTS 6 INCHES.
 DK2096'
 DK2096'A 90-FOOT SIGNAL AT WALL IS NOT VISIBLE FROM A 116-FOOT TOWER
 DK2096'AT YARBROUGH.
 DK2096'
 DK2096'A 90-FOOT SIGNAL AT WALL IS VISIBLE FROM A 116-FOOT TOWER
 DK2096'AT WARREN.
 DK2096
 DK2096                          STATION RECOVERY (1948)
 DK2096
 DK2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EWC)
 DK2096'DESCRIPTION SHOULD BE CORRECTED TO READ AS FOLLOWS--
 DK2096'
 DK2096'12.3 FEET E OF FENCE (BETWEEN YARD AND BEACH ORCHARD), 104
 DK2096'FEET E OF THE WINDOW ON E SIDE OF MR. WALLS HOUSE, -----,
 DK2096'23 FEET ESE OF CENTER OF A GATE (LEADING INTO BEACH ORCHARD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2616 ***********************************************************************
 EH2616  DESIGNATION -  WALL RM 2
 EH2616  PID         -  EH2616
 EH2616  STATE/COUNTY-  AR/PHILLIPS
 EH2616  USGS QUAD   -  FRIARS POINT NW (1964)
 EH2616
 EH2616                         *CURRENT SURVEY CONTROL
 EH2616  ___________________________________________________________________
 EH2616* NAD 83(1986)-  34 24 42.     (N)    090 43 13.     (W)     SCALED    
 EH2616* NAVD 88     -        53.357  (meters)     175.06   (feet)  ADJUSTED  
 EH2616  ___________________________________________________________________
 EH2616  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH2616  DYNAMIC HT  -          53.305 (meters)     174.88  (feet)  COMP
 EH2616  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 EH2616
 EH2616  VERT ORDER  -  FIRST     CLASS II
 EH2616
 EH2616.The horizontal coordinates were scaled from a topographic map and have
 EH2616.an estimated accuracy of +/- 6 seconds.
 EH2616
 EH2616.The orthometric height was determined by differential leveling
 EH2616.and adjusted by the National Geodetic Survey in June 1991..
 EH2616
 EH2616.The geoid height was determined by GEOID03.
 EH2616
 EH2616.The dynamic height is computed by dividing the NAVD 88
 EH2616.geopotential number by the normal gravity value computed on the
 EH2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2616.degrees latitude (g = 980.6199 gals.).
 EH2616
 EH2616.The modeled gravity was interpolated from observed gravity values.
 EH2616
 EH2616;                    North         East    Units  Estimated Accuracy
 EH2616;SPC AR S     -   594,280.      517,640.      MT  (+/- 180 meters Scaled)
 EH2616
 EH2616                          SUPERSEDED SURVEY CONTROL
 EH2616
 EH2616  NGVD 29 (??/??/??)   53.398  (m)          175.19   (f) ADJUSTED    1 2
 EH2616
 EH2616.Superseded values are not recommended for survey control.
 EH2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2616.See file dsdata.txt to determine how the superseded data were derived.
 EH2616
 EH2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU095101(NAD 83)
 EH2616_MARKER: DR = REFERENCE MARK DISK
 EH2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2616_SP_SET: CONCRETE POST
 EH2616_STAMPING: WALL RM NO 2 1953
 EH2616_MARK LOGO: CGS   
 EH2616_PROJECTION: FLUSH
 EH2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2616+STABILITY: SURFACE MOTION
 EH2616
 EH2616  HISTORY     - Date     Condition        Report By
 EH2616  HISTORY     - 1953     MONUMENTED       CGS
 EH2616  HISTORY     - 1985     GOOD             NGS
 EH2616  HISTORY     - 20030331 MARK NOT FOUND   USACE
 EH2616
 EH2616                          STATION DESCRIPTION
 EH2616
 EH2616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2616'27.7 KM (17.2 MI) SOUTH FROM HELENA.
 EH2616'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  25.4 KM
 EH2616'(15.75 MI) SOUTHERLY ALONG THE LEVEE FROM THE EAST END OF PERRY STREET
 EH2616'IN HELENA, THENCE 2.3 KM (1.4 MI) NORTH ALONG A DIRT ROAD, ENTRANCE TO
 EH2616'ROAD IS JUST WEST OF MANEY CEMETERY, 2.3 KM (1.4 MI) NORTH OF BENCH
 EH2616'MARK E 305, 12.8 METERS (42.0 FT) EAST OF THE APPROXIMATE CENTER OF
 EH2616'THE DIRT ROAD, 0.91 METERS (3.0 FT) SOUTH OF A UTILITY POLE, AND
 EH2616'22.0 METERS (72.3 FT) EAST OF TRIANGLUATION STATION WALL.
 EH2616'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EH2616'THE MARK IS ABOVE LEVEL WITH ROAD.
 EH2616
 EH2616                          STATION RECOVERY (2003)
 EH2616
 EH2616'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2615 ***********************************************************************
 EH2615  DESIGNATION -  WALL RM 3
 EH2615  PID         -  EH2615
 EH2615  STATE/COUNTY-  AR/PHILLIPS
 EH2615  USGS QUAD   -  FRIARS POINT NW (1964)
 EH2615
 EH2615                         *CURRENT SURVEY CONTROL
 EH2615  ___________________________________________________________________
 EH2615* NAD 83(1986)-  34 24 40.     (N)    090 43 14.     (W)     SCALED    
 EH2615* NAVD 88     -        52.693  (meters)     172.88   (feet)  ADJUSTED  
 EH2615  ___________________________________________________________________
 EH2615  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH2615  DYNAMIC HT  -          52.642 (meters)     172.71  (feet)  COMP
 EH2615  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 EH2615
 EH2615  VERT ORDER  -  FIRST     CLASS II
 EH2615
 EH2615.The horizontal coordinates were scaled from a topographic map and have
 EH2615.an estimated accuracy of +/- 6 seconds.
 EH2615
 EH2615.The orthometric height was determined by differential leveling
 EH2615.and adjusted by the National Geodetic Survey in June 1991..
 EH2615
 EH2615.The geoid height was determined by GEOID03.
 EH2615
 EH2615.The dynamic height is computed by dividing the NAVD 88
 EH2615.geopotential number by the normal gravity value computed on the
 EH2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2615.degrees latitude (g = 980.6199 gals.).
 EH2615
 EH2615.The modeled gravity was interpolated from observed gravity values.
 EH2615
 EH2615;                    North         East    Units  Estimated Accuracy
 EH2615;SPC AR S     -   594,220.      517,620.      MT  (+/- 180 meters Scaled)
 EH2615
 EH2615                          SUPERSEDED SURVEY CONTROL
 EH2615
 EH2615  NGVD 29 (??/??/??)   52.734  (m)          173.01   (f) ADJUSTED    1 2
 EH2615
 EH2615.Superseded values are not recommended for survey control.
 EH2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2615.See file dsdata.txt to determine how the superseded data were derived.
 EH2615
 EH2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU095100(NAD 83)
 EH2615_MARKER: DR = REFERENCE MARK DISK
 EH2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2615_SP_SET: CONCRETE POST
 EH2615_STAMPING: WALL NO 3 1965
 EH2615_MARK LOGO: CGS   
 EH2615_PROJECTION: RECESSED 3 CENTIMETERS
 EH2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2615+STABILITY: SURFACE MOTION
 EH2615
 EH2615  HISTORY     - Date     Condition        Report By
 EH2615  HISTORY     - 1965     MONUMENTED       CGS
 EH2615  HISTORY     - 1985     GOOD             NGS
 EH2615  HISTORY     - 20030331 MARK NOT FOUND   USACE
 EH2615
 EH2615                          STATION DESCRIPTION
 EH2615
 EH2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2615'27.7 KM (17.2 MI) SOUTH FROM HELENA.
 EH2615'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  25.4 KM
 EH2615'(15.75 MI) SOUTHERLY ALONG THE LEVEE FROM THE EAST END OF PERRY STREET
 EH2615'IN HELENA, THENCE 2.3 KM (1.4 MI) NORTHERLY ALONG A DIRT ROAD,
 EH2615'ENTRANCE ROAD IS JUST WEST OF MANEY CEMETERY, 5.3 METERS (17.4 FT)
 EH2615'WEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 19.0 METERS (29.5 FT)
 EH2615'NORTH OF A UTILITY POLE, 42.8 METERS (140.4 FT) SOUTHWEST OF THE
 EH2615'APPROXIMATE CENTER OF THE ROAD OVER A DRAINAGE DITCH, AND 52.1 METERS
 EH2615'(171.0 FT) SOUTHWEST OF TRIANGULATION STATION WALL.
 EH2615'THE MARK IS 0.20 METERS  SE FROM A WITNESS POST.
 EH2615'THE MARK IS ABOVE LEVEL WITH ROAD.
 EH2615
 EH2615                          STATION RECOVERY (2003)
 EH2615
 EH2615'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2779 ***********************************************************************
 EH2779  DESIGNATION -  WALL UNDERGROUND
 EH2779  PID         -  EH2779
 EH2779  STATE/COUNTY-  AR/PHILLIPS
 EH2779  USGS QUAD   -  FRIARS POINT NW (1964)
 EH2779
 EH2779                         *CURRENT SURVEY CONTROL
 EH2779  ___________________________________________________________________
 EH2779* NAD 83(1997)-  34 24 41.70939(N)    090 42 13.69714(W)     ADJUSTED  
 EH2779* NAVD 88     -        52.1    (meters)     171.     (feet)  VERTCON   
 EH2779  ___________________________________________________________________
 EH2779  X           -     -64,704.204 (meters)                     COMP
 EH2779  Y           -  -5,267,215.493 (meters)                     COMP
 EH2779  Z           -   3,584,218.881 (meters)                     COMP
 EH2779  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 EH2779  ELLIP HEIGHT-          24.97  (meters)          (09/14/99) GPS OBS
 EH2779  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH2779
 EH2779  HORZ ORDER  -  FIRST
 EH2779  ELLP ORDER  -  FOURTH    CLASS I
 EH2779
 EH2779.The horizontal coordinates were established by classical geodetic methods
 EH2779.and adjusted by the National Geodetic Survey in September 1999..
 EH2779
 EH2779.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2779
 EH2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2779
 EH2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2779
 EH2779.The ellipsoidal height was determined by GPS observations
 EH2779.and is referenced to NAD 83.
 EH2779
 EH2779.The geoid height was determined by GEOID03.
 EH2779
 EH2779;                    North         East     Units Scale Factor Converg.
 EH2779;SPC AR S     -   594,289.384   519,157.755   MT  0.99994007   +0 43 31.7
 EH2779;SPC AR S     - 1,949,764.42  1,703,270.07   sFT  0.99994007   +0 43 31.7
 EH2779;SPC MS W     -   544,662.789   665,941.648   MT  0.99996429   -0 12 33.7
 EH2779;SPC MS W     - 1,786,947.83  2,184,843.56   sFT  0.99996429   -0 12 33.7
 EH2779;UTM  15      - 3,810,183.976   711,041.043   MT  1.00014902   +1 17 53.3
 EH2779
 EH2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2779!SPC AR S     -   0.99999608  x   0.99994007  =   0.99993615
 EH2779!SPC MS W     -   0.99999608  x   0.99996429  =   0.99996037
 EH2779!UTM  15      -   0.99999608  x   1.00014902  =   1.00014510
 EH2779
 EH2779|---------------------------------------------------------------------|
 EH2779| PID    Reference Object                     Distance      Geod. Az  |
 EH2779|                                                           dddmmss.s |
 EH2779| CY6698 WALL RM 1                            47.031 METERS 02853     |
 EH2779| EH2764 HELENA ARK PWR AND LT STK           APPROX.11.2 KM 0594008.4 |
 EH2779| CY6697 WALL AZ MK                                         0885640.9 |
 EH2779| EH2616 WALL RM 2                            22.076 METERS 10653     |
 EH2779| EH2774 FRIARS POINT WATER TANK             APPROX. 7.4 KM 1272627.0 |
 EH2779| EH2782 STELLA                              APPROX. 2.3 KM 1602002.5 |
 EH2779| EH2615 WALL RM 3                            52.097 METERS 22420     |
 EH2779|---------------------------------------------------------------------|
 EH2779
 EH2779                          SUPERSEDED SURVEY CONTROL
 EH2779
 EH2779  NAD 83(1997)-  34 24 41.70967(N)    090 42 13.69688(W) AD(       ) 1
 EH2779  NAD 83(1986)-  34 24 41.71768(N)    090 42 13.69641(W) AD(       ) 1
 EH2779  NAD 27      -  34 24 41.35011(N)    090 42 13.30594(W) AD(       ) 1
 EH2779  NGVD 29 (07/19/86)   52.1    (m)          171.     (f) VERT ANG       
 EH2779
 EH2779.Superseded values are not recommended for survey control.
 EH2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2779.See file dsdata.txt to determine how the superseded data were derived.
 EH2779
 EH2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1104110184(NAD 83)
 EH2779_MARKER: DS = TRIANGULATION STATION DISK
 EH2779_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EH2779_SP_SET: SET IN CONCRETE MASS
 EH2779_STAMPING: WALL 1953
 EH2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2779+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EH2779
 EH2779  HISTORY     - Date     Condition        Report By
 EH2779  HISTORY     - 1980     MONUMENTED       NGS
 EH2779  HISTORY     - 1985     GOOD             NGS
 EH2779
 EH2779                          STATION DESCRIPTION
 EH2779
 EH2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2779'THE UNDERGROUND STATION MARK, REFERENCE MARKS 2 AND 3 WERE
 EH2779'RECOVERED.  THE SURFACE STATION MARK WAS FOUND DOWN A MUD
 EH2779'BANK, ATOP THE GROUND AND LOWER THAN THE UNDERGROUND MARK.
 EH2779'REFERENCE MARK 1 WAS FOUND ON TOP OF THE GROUND NEAR
 EH2779'REFERENCE MARK 2.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 EH2779'RECOVERED AND A NEW AZIMUTH MARK WAS NOT ESTABLISHED AT THIS
 EH2779'TIME.  THE DISTANCE TO REFERENCE MARK 3 CHECKED THE
 EH2779'1965 DATA.  A DIFFERENCE OF 0.049 METER LONGER WAS NOTED
 EH2779'IN THE DISTANCE TO REFERENCE MARK 2.  A DIFFERENCE OF
 EH2779'3 MINUTES 53 SECONDS IS NOTED IN THE DIRECTION BETWEEN
 EH2779'REFERENCE MARKS 2 AND 3.  THE STATION SITE IS TO BE DESTROYED
 EH2779'IN THE FUTURE DUE TO IMPROVEMENT ALONG THE BAYOU.
 EH2779'A COMPLETE DISCRIPTION FOLLOWS.
 EH2779'
 EH2779'THE STATION IS LOCATED ABOUT 14.5 KILOMETERS (7 MI) SOUTHWEST
 EH2779'OF HELENA, AR. AND 8.05 KILOMETERS (5 MI) WEST-NORTHWEST OF
 EH2779'FRIARS POINT, MS, AND ON PROPERTY OF MR. WARREN SPIVEY,
 EH2779'TELEPHONE NUMBER 501-338-8783.  PERMISSION TO USE THE
 EH2779'STATION WAS OBTAINED FROM MR. DAVID JONES, RT 1, BOX 288,
 EH2779'HELENA, AR 72343.  TELEPHONE NUMBER 501-338-3101.
 EH2779'MR. JONES LEASES THE PROPERTY.
 EH2779'
 EH2779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49
 EH2779'AND STATE HIGHWAYS 20 AND 44, AT THE SOUTH EDGE OF HELENA,
 EH2779'GO SOUTHERLY ON STATE HIGHWAY 20 FOR 6.3 MILES (10.1 KM)
 EH2779'TO THE JUNCTION OF STATE HIGHWAY 20 SPUR.  CONTINUE SOUTHERLY
 EH2779'ON STATE HIGHWAY 20 FOR 3.5 MILES (5.6 KM) TO A GRADED SIDE
 EH2779'ROAD LEFT, JUST BEFORE REACHING A BRIDGE ACROSS A BAYOU.
 EH2779'TURN LEFT AND GO SOUTHEASTERLY ON THE GRADED ROAD FOR 0.1 MILE
 EH2779'(0.18 KM) TO THE STATION ON THE RIGHT.
 EH2779'
 EH2779'THE STATION (UNDERGROUND) IS A STANDARD CGS DISK
 EH2779'STAMPED---WALL 1953---,
 EH2779'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 15 CM IN DIAMETER
 EH2779'RECESSED 110 CM BELOW THE GROUND.  IT IS LOCATED
 EH2779'22.1 METERS NORTHWEST FROM DUAL POWERLINE POLES,
 EH2779'8.0 METERS NORTHWEST FROM THE CENTER OF THE GRADED ROAD, AND
 EH2779'0.1 METER SOUTH FROM A METAL WITNESS POST.
 EH2779'
 EH2779'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 EH2779'STAMPED---WALL RM NO 2 1953---,
 EH2779'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2779'FLUSH WITH GROUND.  IT IS LOCATED
 EH2779'22.0 METERS SOUTHEAST FROM THE CENTER OF THE GRADED ROAD,
 EH2779'0.5 METER WEST FROM DUAL POWERLINE POLES, AND
 EH2779'0.3 METER EAST FROM A METAL WITNESS POST.
 EH2779'MARK IS ABOVE STATION 1 METER.
 EH2779'
 EH2779'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 EH2779'STAMPED---WALL NO 3 1965---,
 EH2779'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2779'FLUSH WITH GROUND.  IT IS LOCATED
 EH2779'19.0 METERS NORTH FROM DUAL POWERLINE POLES,
 EH2779'5.0 METERS NORTHWEST FROM THE CENTER OF THE GRADED ROAD, AND
 EH2779'0.1 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2779'MARK IS ABOVE STATION 1 METER.
 EH2779'
 EH2779'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF BRUSH AND A
 EH2779'CREEK ON LINE.
 EH2779'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 EH2779'
 EH2779'A GEODIMETER TIE WAS MADE TO TRIANGULATION STATION STELLA.
 EH2779
 EH2779                          STATION RECOVERY (1985)
 EH2779
 EH2779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2779'THE UNDERGROUND MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 EH2779'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND OUT OF THE GROUND.  THE
 EH2779'AZIMUTH MARK WAS HAS APPARENTLY BEEN DESTROYED BY ROAD DITCHING.
 EH2779'STATION IS ON A SHARP SLOPE OF AN OLD BORROW PIT.  OWNERSHIP--JOHN
 EH2779'KING, RTE 1 PO BOX 290, HELENA AR 72342, PHONE 501-338-7735.
 EH2779'
 EH2779'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20 AND 44 AND US HIGHWAY
 EH2779'49 AT THE SOUTH EDGE OF HELENA, GO SOUTH ON HIGHWAYS 20 AND 44 FOR
 EH2779'0.32 KM (0.2 MI) TO A ROAD RIGHT.  CONTINUE AHEAD ON HIGHWAY 20
 EH2779'FOR 9.75 KM (6.0 MI) TO ITS JUNCTION WITH STATE HIGHWAY 20 SPUR
 EH2779'ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 20 FOR 5.65 KM (3.5 MI)
 EH2779'TO A DIRT ROAD LEFT JUST BEFORE REACHING A SMALL BRIDGE.  TURN LEFT,
 EH2779'SOUTH, FOR 0.19 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 EH2779'
 EH2779'UNDERGROUND STATION MARK IS 0.5 METER BELOW GROUND, 1 METER BELOW
 EH2779'ROAD LEVEL.  IT IS 8.0 METERS WEST-NORTHWEST OF THE ROAD CENTER, 22.5
 EH2779'METERS WEST-NORTHWEST OF A UTILITY POLE AT REFERENCE MARK 2, 14.5
 EH2779'METERS NORTH OF THE ROAD CENTER OVER A DEEP DRAIN DITCH, 0.5 METER
 EH2779'EAST-SOUTHEAST OF A METAL WITNESS POST, AND 0.5 METER SOUTH-SOUTHWEST
 EH2779'OF A FIBERGLASS WITNESS POST.
 EH2779'
 EH2779'REFERENCE MARK 3 IS 3 CM BELOW GROUND.  IT IS SOUTHWEST OF THE
 EH2779'STATION, NOT NORTHWEST AS PREVIOUSLY NOTED.  IT IS 52.8 METERS
 EH2779'SOUTHWEST OF THE ROAD CENTER OVER THE DRAIN DITCH, 5.3
 EH2779'METERS NORTHWEST OF THE ROAD CENTER, 19.4 METERS NORTH OF
 EH2779'A UTILITY POLE, AND 0.2 METER SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0682 ***********************************************************************
 GF0682  DESIGNATION -  WALLACE KNOB
 GF0682  PID         -  GF0682
 GF0682  STATE/COUNTY-  AR/BAXTER
 GF0682  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0682
 GF0682                         *CURRENT SURVEY CONTROL
 GF0682  ___________________________________________________________________
 GF0682* NAD 83(1997)-  36 21 27.97429(N)    092 22 36.47952(W)     ADJUSTED  
 GF0682* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 GF0682  ___________________________________________________________________
 GF0682  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GF0682  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GF0682
 GF0682  HORZ ORDER  -  FIRST
 GF0682
 GF0682.The horizontal coordinates were established by classical geodetic methods
 GF0682.and adjusted by the National Geodetic Survey in September 1999..
 GF0682
 GF0682.The orthometric height was scaled from a topographic map.
 GF0682
 GF0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0682
 GF0682.The geoid height was determined by GEOID03.
 GF0682
 GF0682;                    North         East     Units Scale Factor Converg.
 GF0682;SPC AR N     -   224,669.012   366,179.621   MT  1.00002697   -0 13 09.3
 GF0682;SPC AR N     -   737,101.58  1,201,374.31   sFT  1.00002697   -0 13 09.3
 GF0682;UTM  15      - 4,023,811.905   555,913.083   MT  0.99963852   +0 22 10.1
 GF0682
 GF0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0682!SPC AR N     -   0.99994841  x   1.00002697  =   0.99997538
 GF0682!UTM  15      -   0.99994841  x   0.99963852  =   0.99958695
 GF0682
 GF0682|---------------------------------------------------------------------|
 GF0682| PID    Reference Object                     Distance      Geod. Az  |
 GF0682|                                                           dddmmss.s |
 GF0682| CI3558 WALLACE KNOB RM 1                    19.721 METERS 07353     |
 GF0682| GF0662 RUTH                                APPROX.19.7 KM 0823324.5 |
 GF0682| CI3559 WALLACE KNOB RM 2                    17.404 METERS 18449     |
 GF0682|---------------------------------------------------------------------|
 GF0682
 GF0682                          SUPERSEDED SURVEY CONTROL
 GF0682
 GF0682  NAD 83(1986)-  36 21 27.98736(N)    092 22 36.48294(W) AD(       ) 1
 GF0682  NAD 27      -  36 21 27.74800(N)    092 22 35.91700(W) AD(       ) 1
 GF0682
 GF0682.Superseded values are not recommended for survey control.
 GF0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0682.See file dsdata.txt to determine how the superseded data were derived.
 GF0682
 GF0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA5591323812(NAD 83)
 GF0682_MARKER: DS = TRIANGULATION STATION DISK
 GF0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0682
 GF0682  HISTORY     - Date     Condition        Report By
 GF0682  HISTORY     - 1953     MONUMENTED       CGS
 GF0682  HISTORY     - 1965     GOOD             CGS
 GF0682
 GF0682                          STATION DESCRIPTION
 GF0682
 GF0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0682'THE STATION IS 1.75 MILES NORTH-NORTHEAST OF MOUNTAIN HOME,
 GF0682'ON THE SUMMIT OF A TIMBERED KNOB LOCALLY KNOWN AS WALLACE
 GF0682'KNOB AND ON LAND OWNED BY J.D. DRYER.
 GF0682'
 GF0682'TO REACH THE STATION FROM THE COURTHOUSE IN MOUNTAIN HOME,
 GF0682'GO NORTH AND NORTHEAST ON U.S. HIGHWAY 62 FOR 1.2 MILES TO
 GF0682'A CROSSROADS, TURN LEFT AND GO NORTH ON A NARROW GRADED
 GF0682'ROAD FOR 0.9 MILE TO THE TOP OF THE KNOB AND THE STATION.
 GF0682'
 GF0682'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0682'WALLACE KNOB 1953.
 GF0682'
 GF0682'REFERENCE MARK 1 IS 12 FEET WEST OF THE CENTER OF A DIM
 GF0682'TRACK ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 GF0682'STAMPED WALLACE KNOB NO 1 1953.
 GF0682'
 GF0682'REFERENCE MARK 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0682'WALLACE KNOB NO 2 1953.
 GF0682'
 GF0682'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISHED AN AZIMUTH
 GF0682'MARK.
 GF0682'
 GF0682'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GF0682
 GF0682                          STATION RECOVERY (1965)
 GF0682
 GF0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0682'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GF0682'A LARGE BRICK HOME HAS BEEN BUILT ON THE SOUTH SUMMIT OF WALLACE
 GF0682'KNOB AND THE STATION MARK IS 102 FEET NORTH-NORTHEAST OF THE
 GF0682'NORTHWEST CORNER OF THE HOUSE.  R.M. NO. 1 IS IN GOOD CONDITION
 GF0682'AND IS 12 FEET NORTHEAST OF AN OLD DIM ROAD.  R.M. NO. 2 IS IN
 GF0682'GOOD CONDITION BUT THE ARROW ON THE DISK POINTS WEST INSTEAD
 GF0682'OF NORTH TOWARD THE STATION.  THE MEASUREMENT TO THE
 GF0682'REFERENCE MARK APPEARED TO CHECK.
 GF0682'
 GF0682'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 GF0682'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1549 ***********************************************************************
 DL1549  DESIGNATION -  WALLACEBURG
 DL1549  PID         -  DL1549
 DL1549  STATE/COUNTY-  AR/HEMPSTEAD
 DL1549  USGS QUAD   -  PISGAH (1951)
 DL1549
 DL1549                         *CURRENT SURVEY CONTROL
 DL1549  ___________________________________________________________________
 DL1549* NAD 83(1997)-  33 54 26.40087(N)    093 31 51.62196(W)     ADJUSTED  
 DL1549* NAVD 88     -       111.5    (meters)     366.     (feet)  VERTCON   
 DL1549  ___________________________________________________________________
 DL1549  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DL1549  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DL1549
 DL1549  HORZ ORDER  -  THIRD
 DL1549
 DL1549.The horizontal coordinates were established by classical geodetic methods
 DL1549.and adjusted by the National Geodetic Survey in September 1999..
 DL1549
 DL1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1549
 DL1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1549
 DL1549.The geoid height was determined by GEOID03.
 DL1549
 DL1549;                    North         East     Units Scale Factor Converg.
 DL1549;SPC AR S     -   538,663.627   258,421.402   MT  0.99992092   -0 51 24.8
 DL1549;SPC AR S     - 1,767,265.58    847,837.55   sFT  0.99992092   -0 51 24.8
 DL1549;UTM  15      - 3,752,008.289   450,909.286   MT  0.99962971   -0 17 46.4
 DL1549
 DL1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1549!SPC AR S     -   0.99998674  x   0.99992092  =   0.99990766
 DL1549!UTM  15      -   0.99998674  x   0.99962971  =   0.99961646
 DL1549
 DL1549:                Primary Azimuth Mark                     Grid Az
 DL1549:SPC AR S     -  WALLACEBURG AZ MK RESET                  047 44 33.4
 DL1549:UTM  15      -  WALLACEBURG AZ MK RESET                  047 10 55.0
 DL1549
 DL1549|---------------------------------------------------------------------|
 DL1549| PID    Reference Object                     Distance      Geod. Az  |
 DL1549|                                                           dddmmss.s |
 DL1549| CX7339 WALLACEBURG AZ MK RESET                            0465308.6 |
 DL1549| CX7342 WALLACEBURG RM 3                     15.252 METERS 05408     |
 DL1549| CX7340 WALLACEBURG RM 1                     22.392 METERS 21851     |
 DL1549| CX7338 WALLACEBURG AZ MK                                  2354222.4 |
 DL1549| CX7341 WALLACEBURG RM 2                     20.193 METERS 27457     |
 DL1549|---------------------------------------------------------------------|
 DL1549
 DL1549                          SUPERSEDED SURVEY CONTROL
 DL1549
 DL1549  NAD 83(1997)-  33 54 26.40796(N)    093 31 51.61507(W) AD(       ) 3
 DL1549  NAD 83(1986)-  33 54 26.41029(N)    093 31 51.61262(W) AD(       ) 3
 DL1549  NAD 27      -  33 54 25.99410(N)    093 31 50.95820(W) AD(       ) 3
 DL1549  NGVD 29 (07/19/86)  111.5    (m)          366.     (f) VERT ANG       
 DL1549
 DL1549.Superseded values are not recommended for survey control.
 DL1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1549.See file dsdata.txt to determine how the superseded data were derived.
 DL1549
 DL1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5090952008(NAD 83)
 DL1549_MARKER: DS = TRIANGULATION STATION DISK
 DL1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1549
 DL1549  HISTORY     - Date     Condition        Report By
 DL1549  HISTORY     - 1957     MONUMENTED       CGS
 DL1549  HISTORY     - 1962     GOOD             CGS
 DL1549  HISTORY     - 1965     GOOD             CGS
 DL1549
 DL1549                          STATION DESCRIPTION
 DL1549
 DL1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1549'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH AND 1.5 MILES
 DL1549'WEST OF DELIGHT, 4 MILES AIRLINE NORTHEAST OF BLEVINS ON LAND
 DL1549'OWNED BY MRS. S.E. FERRELL WHO LIVES JUST NORTH OF THE STATION.
 DL1549'IT IS 43 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 37 FEET
 DL1549'EAST OF THE EAST SIDE OF AN OLD HOUSE, 31 FEET SOUTH OF A LARGE
 DL1549'MAPLE TREE AND 22 FEET WEST OF A FENCE LINE.  IT IS STAMPED
 DL1549'WALLACEBURG 1957 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 DL1549'
 DL1549'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE CENTER OF A WIRE
 DL1549'GATE, 21 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1
 DL1549'FOOT WEST OF A FENCE LINE.  IT IS STAMPED WALLACEBURG NO 1
 DL1549'1957 AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 DL1549'
 DL1549'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF A HOUSE AND 8 FEET
 DL1549'NORTH OF AN OLD FENCE CORNER POST.  IT IS STAMPED WALLACEBURG
 DL1549'NO 2 1957 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 DL1549'
 DL1549'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 66.0 FEET.
 DL1549'
 DL1549'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF A GRAVELED
 DL1549'ROAD, 13 FEET EAST OF A TRIANGLE BLAZED PINE TREE AND 3 FEET
 DL1549'WEST OF A WITNESS POST.  IT IS STAMPED WALLACEBURG 1957 AND
 DL1549'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 DL1549'
 DL1549'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT GO EAST FOR
 DL1549'1 BLOCK TO STATE HIGHWAY 19, TURN LEFT, NORTH, AND FOLLOW STATE
 DL1549'HIGHWAY 19 FOR 0.1 MILE TO U.S. HIGHWAY 67, CONTINUE NORTH
 DL1549'ON STATE HIGHWAY 19 FOR 8.75 MILES TO A T-ROAD LEFT, TURN LEFT,
 DL1549'AND FOLLOW A GRAVELED ROAD WEST AND SOUTH FOR 4.1 MILES TO A
 DL1549'T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.35 MILES TO THE
 DL1549'HOME OF MRS. S.E. FERRELL ON THE LEFT AND THE STATION JUST
 DL1549'AHEAD ON THE RIGHT IN FRONT OF AN OLD HOUSE AS DESCRIBED.
 DL1549'
 DL1549'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON
 DL1549'THE GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT AS
 DL1549'DESCRIBED.
 DL1549'
 DL1549'HEIGHT OF LIGHT ABOVE STATION MARK 22.15 METERS.
 DL1549
 DL1549                          STATION RECOVERY (1962)
 DL1549
 DL1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DL1549'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1549'CONDITION.  STATE HIGHWAY 29 PASSES BY THE STATION AND THE
 DL1549'STATION IS TO THE NORTHWEST OF THE CENTERLINE.  THE STATION
 DL1549'MARK IS SOUTHEAST OF AN OLD VACANT HOUSE.
 DL1549'
 DL1549'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 DL1549
 DL1549                          STATION RECOVERY (1965)
 DL1549
 DL1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 DL1549'THE STATION WAS VISITED AND ALL MARKS FOUND IN GOOD CONDITION.
 DL1549'R.M. NO. 1 AND THE AZIMUTH MARK WAS MOVED AT THIS DATE DUE TO
 DL1549'ROAD CONSTRUCTION.  R.M. NO. 3 WAS ESTABLISHED.  R.M. NO. 1 WAS
 DL1549'DESTROYED AND DISK RECLAIMED.  THE AZIMUTH MARK WAS RESET AT
 DL1549'THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DL1549'
 DL1549'THE STATION IS LOCATED ABOUT 8.5 MILES S AND 1.5 MILES W
 DL1549'OF DELIGHT, 4 MILES NE OF BLEVINS ON LAND OWNED BY MRS. S.E.
 DL1549'FERRELL, WHO LIVES JUST NORTH OF THE STATION.  IT IS 47.5 FT.
 DL1549'W OF THE CENTERLINE OF THE ROAD, 72.5 FT. S OF A 2 FOOT OAK
 DL1549'TREE, 38 FT. E OF NE CORNER OF AN OLD BARN, 1.5 FT. W OF A
 DL1549'FENCE LINE, 25 FT. W OF THE W END OF A GATE, 30 FT. N OF
 DL1549'PROJECTED CENTERLINE OF A ROAD LEADING EAST, 132 FT. ENE OF A
 DL1549'LONE 3 FOOT RED OAK TREE, 1 FOOT W OF A METAL WITNESS
 DL1549'POST.  IT IS A STANDARD DISK STAMPED WALLACEBURG 1957
 DL1549'FLUSH WITH GROUND.
 DL1549'
 DL1549'REFERENCE MARK NO. 2 IS 66.25 FEET W OF STATION, 73.4 FT.
 DL1549'E OF A 3 FOOT OAK TREE, 52.5 FT. W OF NORTH POST OF A GATE, 130 FT.
 DL1549'SSW OF A 2 FOOT OAK TREE IN FENCE LINE.  IT IS A STANDARD
 DL1549'DISK STAMPED WALLACEBURG NO. 2 1957 FLUSH WITH GROUND.
 DL1549'
 DL1549'REFERENCE MARK NO. 3 IS 50.04 FT. N OF STATION, 22.2 FT. S
 DL1549'OF A 2 FOOT OAK TREE, IN FENCE LINE, 1 FOOT SW OF A METAL WITNESS
 DL1549'POST, 1 FOOT SW OF A FENCE LINE, 64 FT. NE OF NE OF CORNER
 DL1549'OF HOUSE.
 DL1549'IT IS A STANDARD DISK STAMPED WALLACEBURG NO. 3 1957 PROJECTING
 DL1549'6 INCHES.
 DL1549'
 DL1549'THE AZIMUTH MARK IS 0.35 MILES NE OF STATION, 75 YARDS E OF
 DL1549'TOP OF HILL, ON THE FIRST HILL NORTH OF STATION, 46 FT. E
 DL1549'OF THE CENTERLINE OF ROAD, 16 FT. W OF FENCE LINE, 14 FT. WNW
 DL1549'OF A 2 FOOT PINE TREE, 21 FT. SSW OF A 2 FOOT OAK TREE IN
 DL1549'FENCE LINE, 1 FOOT E OF A METAL WITNESS POST.  IT IS A STANDARD
 DL1549'DISK STAMPED WALLACEBURG 1957 RESET 1965 PROJECTING 4 INCHES.
 DL1549'
 DL1549'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT, GO
 DL1549'EAST FOR 1 BLOCK TO STATE HIGHWAY 19, TURN LEFT, NORTH, AND
 DL1549'FOLLOW STATE HIGHWAY 19 FOR 0.1 MILE TO U.S. HIGHWAY 67, CONTINUE
 DL1549'NORTH ON STATE HIGHWAY 19 FOR 8.75 MILES TO A T-ROAD, TURN
 DL1549'LEFT, AND FOLLOW A GRAVELED ROAD WEST AND SOUTH FOR 4.1 MILES
 DL1549'TO A T-ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.35 MILES
 DL1549'TO THE HOME OF S.E. FERREL ON THE LEFT OF THE STATION ON
 DL1549'THE RIGHT.
 DL1549'
 DL1549'TO REACH THE AZIMUTH MARK GO N ON BLACK TOP ROAD FOR 0.35
 DL1549'MILES TO AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0841 ***********************************************************************
 DL0841  DESIGNATION -  WALNUT
 DL0841  PID         -  DL0841
 DL0841  STATE/COUNTY-  AR/LAFAYETTE
 DL0841  USGS QUAD   -  BRADLEY (1978)
 DL0841
 DL0841                         *CURRENT SURVEY CONTROL
 DL0841  ___________________________________________________________________
 DL0841* NAD 83(1997)-  33 06 24.21153(N)    093 42 43.18724(W)     ADJUSTED  
 DL0841* NAVD 88     -        76.417  (meters)     250.71   (feet)  ADJUSTED  
 DL0841  ___________________________________________________________________
 DL0841  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DL0841  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0841  DYNAMIC HT  -          76.334 (meters)     250.44  (feet)  COMP
 DL0841  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DL0841
 DL0841  HORZ ORDER  -  FIRST
 DL0841  VERT ORDER  -  FIRST     CLASS II
 DL0841
 DL0841.The horizontal coordinates were established by classical geodetic methods
 DL0841.and adjusted by the National Geodetic Survey in September 1999..
 DL0841
 DL0841.The orthometric height was determined by differential leveling
 DL0841.and adjusted by the National Geodetic Survey in June 1991..
 DL0841
 DL0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0841
 DL0841.The geoid height was determined by GEOID03.
 DL0841
 DL0841.The dynamic height is computed by dividing the NAVD 88
 DL0841.geopotential number by the normal gravity value computed on the
 DL0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0841.degrees latitude (g = 980.6199 gals.).
 DL0841
 DL0841.The modeled gravity was interpolated from observed gravity values.
 DL0841
 DL0841;                    North         East     Units Scale Factor Converg.
 DL0841;SPC AR S     -   450,145.668   240,201.032   MT  1.00004847   -0 57 29.5
 DL0841;SPC AR S     - 1,476,852.91    788,059.55   sFT  1.00004847   -0 57 29.5
 DL0841;SPC LA N     -   289,676.121   886,859.249   MT  1.00013000   -0 38 26.8
 DL0841;SPC LA N     -   950,379.07  2,909,637.39   sFT  1.00013000   -0 38 26.8
 DL0841;UTM  15      - 3,663,344.096   433,567.755   MT  0.99965441   -0 23 20.1
 DL0841
 DL0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0841!SPC AR S     -   0.99999215  x   1.00004847  =   1.00004062
 DL0841!SPC LA N     -   0.99999215  x   1.00013000  =   1.00012215
 DL0841!UTM  15      -   0.99999215  x   0.99965441  =   0.99964657
 DL0841
 DL0841|---------------------------------------------------------------------|
 DL0841| PID    Reference Object                     Distance      Geod. Az  |
 DL0841|                                                           dddmmss.s |
 DL0841| DL0839 WALNUT RM 1                          15.616 METERS 08356     |
 DL0841| CX7344 WALNUT AZ MK RESET                                 0910436.2 |
 DL0841| CX7343 WALNUT AZ MK                                       0924207.4 |
 DL0841| DL1521 WALNUT 2                             18.424 METERS 09620     |
 DL0841| DL1520 BRADLEY WAREHOUSE CO WATER TK       APPROX. 5.5 KM 1015525.6 |
 DL0841| DL0840 WALNUT RM 2                          38.368 METERS 17410     |
 DL0841| CX7346 WALNUT 2 RM 4 AZIMUTH                              2675054.8 |
 DL0841|---------------------------------------------------------------------|
 DL0841
 DL0841                          SUPERSEDED SURVEY CONTROL
 DL0841
 DL0841  NAD 83(1997)-  33 06 24.22071(N)    093 42 43.17742(W) AD(       ) 1
 DL0841  NAD 83(1986)-  33 06 24.22187(N)    093 42 43.17685(W) AD(       ) 1
 DL0841  NAD 27      -  33 06 23.74800(N)    093 42 42.54400(W) AD(       ) 1
 DL0841  NGVD 29 (??/??/92)   76.478  (m)          250.91   (f) ADJ UNCH    1 2
 DL0841
 DL0841.Superseded values are not recommended for survey control.
 DL0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0841.See file dsdata.txt to determine how the superseded data were derived.
 DL0841
 DL0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3356863344(NAD 83)
 DL0841_MARKER: DS = TRIANGULATION STATION DISK
 DL0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0841_STAMPING: WALNUT 1950
 DL0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0841+STABILITY: SURFACE MOTION
 DL0841
 DL0841  HISTORY     - Date     Condition        Report By
 DL0841  HISTORY     - 1950     MONUMENTED       CGS
 DL0841  HISTORY     - 1951     GOOD             CGS
 DL0841  HISTORY     - 1955     GOOD             CGS
 DL0841  HISTORY     - 1960     GOOD             NGS
 DL0841  HISTORY     - 1963     GOOD             CGS
 DL0841  HISTORY     - 1963     GOOD             NGS
 DL0841  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DL0841
 DL0841                          STATION DESCRIPTION
 DL0841
 DL0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL0841'THE STATION IS LOCATED ABOUT 3.5 MILES WEST AND 0.5 MILE NORTH
 DL0841'OF BRADLEY ON THE RIGHT-OF-WAY OF STATE ROUTE NO. 160.  IT IS
 DL0841'73.0 FEET EAST-SOUTHEAST OF A LARGE GUM TREE WITH A TRIANGLE
 DL0841'BLAZE, 32.0 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 160,
 DL0841'AND 12.5 FEET SOUTH OF AN EAST-WEST FENCE, AND 2.0 FEET SOUTH OF
 DL0841'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED WALNUT
 DL0841'1950.
 DL0841'
 DL0841'REFERENCE MARK NO. 1 IS 54.0 FEET NORTH OF THE CENTER OF STATE
 DL0841'HIGHWAY NO. 160, 24.0 FEET EAST OF A WHITE OAK TREE AND 1.0 FOOT
 DL0841'SOUTH OF AN EAST-WEST FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 DL0841'WALNUT NO 1 1950.
 DL0841'
 DL0841'REFERENCE MARK NO. 2 IS 87.0 FEET SOUTH OF THE CENTER OF STATE
 DL0841'HIGHWAY NO. 160, 55.0 FEET SOUTH OF A FENCE CORNER, AND 28.0 FEET
 DL0841'WEST OF THE CENTER OF A FARM DRIVE, AND 1.0 FOOT EAST OF A
 DL0841'NORTH-SOUTH FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED WALNUT NO
 DL0841'2 1950.
 DL0841'
 DL0841'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DL0841'IS 136.14 FEET.
 DL0841'
 DL0841'THE AZIMUTH MARK IS 26.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 DL0841'NO 160, 7.3 FEET WEST OF THE CENTER OF A TRACK ROAD AND 1.7
 DL0841'FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 DL0841'WALNUT 1950.
 DL0841'
 DL0841'TO REACH THE STATION FROM THE RAILROAD STATION IN BRADLEY, GO
 DL0841'WESTERLY ON STATE HIGHWAY NO. 160 FOR 2.3 MILES TO A CROSSROAD
 DL0841'AT THE VILLAGE OF WALNUT HILL, CONTINUE WEST ON STATE HIGHWAY NO.
 DL0841'160 FOR 1.25 MILES TO A TRACK ROAD ON THE LEFT INTO A FIELD
 DL0841'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST ON
 DL0841'STATE HIGHWAY NO. 160 FOR 0.5 MILE TO A FARM DRIVE ON THE LEFT
 DL0841'AND THE STATION ON THE RIGHT AS DESCRIBED.
 DL0841'
 DL0841'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL0841
 DL0841                          STATION RECOVERY (1951)
 DL0841
 DL0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL0841'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  DIFFERENCES
 DL0841'WERE FOUND IN THE DISTANCES MEASURED TO LOCAL OBJECTS DUE TO ROAD
 DL0841'AND FENCE CHANGES.  DESCRIPTION FOLLOWS--
 DL0841'
 DL0841'THE STATION IS LOCATED ABOUT 1-3/4 MILES WEST OF WALNUT HILL, 73
 DL0841'FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED TREE, 45 FEET
 DL0841'EAST-SOUTHEAST OF A FENCE CORNER, 42 FEET NORTH OF THE CENTER OF
 DL0841'STATE HIGHWAY NO. 160, AND 2 FEET SOUTH OF A WITNESS POST.
 DL0841'
 DL0841'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF WALNUT HILL,
 DL0841'GO WEST ON STATE HIGHWAY NO. 160 FOR 1.25 MILE TO THE AZIMUTH MARK
 DL0841'ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON NO. 160 FOR 0.5
 DL0841'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DL0841'
 DL0841'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 DL0841'WALNUT 1950.
 DL0841'
 DL0841'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE CENTER OF HIGHWAY
 DL0841'NO. 160, AND 24 FEET EAST OF AN OAK TREE.  IT PROJECTS 4 INCHES,
 DL0841'AND THE DISK IS STAMPED WALNUT NO 1 1950.
 DL0841'
 DL0841'REFERENCE MARK NO. 2 IS 87 FEET SOUTH OF THE CENTER OF HIGHWAY
 DL0841'NO. 160, 55 FEET SOUTH OF A FENCE CORNER, AND 28 FEET WEST OF THE
 DL0841'CENTER OF A FARM LANE.  IT PROJECTS 6 INCHES, AND THE DISK IS
 DL0841'STAMPED WALNUT NO 2 1950.
 DL0841'
 DL0841'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER OF HIGHWAY NO. 160,
 DL0841'7.3 FEET EAST OF THE CENTER OF A TRACK ROAD, AND 1.7 FEET WEST OF
 DL0841'A WITNESS POST.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 DL0841'WALNUT 1950.
 DL0841'
 DL0841'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 DL0841'CONCRETE POSTS.
 DL0841'
 DL0841'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DL0841
 DL0841                          STATION RECOVERY (1955)
 DL0841
 DL0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 DL0841'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS
 DL0841'DESCRIBED IN GOOD CONDITION EXCEPT THAT THE EAST-WEST FENCE
 DL0841'REFERRED TO IN ORIGINAL DESCRIPTION OF STATION AND R.M. NO. 1
 DL0841'IS NOW GONE.  A NEW AZIMUTH MARK WAS SET NORTH OF AND ACROSS THE
 DL0841'HIGHWAY FROM THE OLD AZIMUTH MARK.  THE OLD MARK WAS DESTROYED
 DL0841'DUE TO BEING IN THE WAY OF PROPOSED NEW HIGHWAY CONSTRUCTION.  A
 DL0841'DESCRIPTION OF THE NEW AZIMUTH MARK IS AS FOLLOWS--
 DL0841'
 DL0841'AZIMUTH MARK IS 0.5 MILE EAST OF STATION, 46.0 FEET SOUTHEAST OF
 DL0841'THE SOUTHEAST CORNER OF MR. J.R. BIRDS HOUSE, 59.0 FEET NORTH
 DL0841'OF THE CENTER LINE OF THE HIGHWAY AND 4.0 FEET WEST OF A
 DL0841'NORTH-SOUTH FENCE.  IT IS STAMPED WALNUT 1950 RESET 1955 AND
 DL0841'IS FLUSH WITH THE SURFACE OF THE GROUND.
 DL0841
 DL0841                          STATION RECOVERY (1960)
 DL0841
 DL0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DL0841'4.0 MI W FROM BRADLEY.
 DL0841'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 160 FROM ST. LOUIS
 DL0841'SOUTHWESTERN RAILWAY STATION AT BRADLEY, ALSO 0.7 MILE EAST OF GIN
 DL0841'CITY, 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 73 FEET SOUTH
 DL0841'OF A 20-INCH OAK TREE, 0.2 MILE EAST OF THE CONCRETE BRIDGE OVER
 DL0841'CRABTREE LAKE DITCH, 3.4 FEET NORTH OF A FENCE, 2.5 FEET NORTH OF A
 DL0841'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE HIGHWAY, AND IN THE TOP OF
 DL0841'A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- 13 FEET WEST OF THE
 DL0841'CENTER OF A WIRE GATE AND ABOUT 2.5 FEET NORTH OF THE RIGHT OF WAY
 DL0841'FENCE.
 DL0841
 DL0841                          STATION RECOVERY (1963)
 DL0841
 DL0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL0841'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 DL0841'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAS
 DL0841'PROBABLY BEEN DESTROYED BY HIGHWAY IMPROVMENT.
 DL0841'
 DL0841'THE STATION IS ON THE NORTH SIDE OF THE HIGHWAY, ABOUT 13 FEET
 DL0841'WEST OF CENTER OF A WIRE GATE AND 2.5 FEET NORTH OF THE RIGHT
 DL0841'OF WAY FENCE.  R.M. NO. 1 IS ABOUT 7 FEET NORTH OF THE NORTH RIGHT
 DL0841'OF WAY FENCE AND R.M. NO. 2 IS ABOUT 15 FEET SOUTHWEST OF THE
 DL0841'SOUTHWEST CORNER OF A CATTLE GUARD ON SOUTH SIDE OF HIGHWAY.
 DL0841'
 DL0841'THE AZIMUTH MARK WAS NOT REPLACED AT THIS TIME AS NO OBJECTS WERE
 DL0841'VISABLE FROM THE GROUND AT THE STATION.
 DL0841'
 DL0841'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL0841'FOR RECOVERY.
 DL0841
 DL0841                          STATION RECOVERY (1963)
 DL0841
 DL0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0841'RECOVERED IN GOOD CONDITION.
 DL0841
 DL0841                          STATION RECOVERY (1974)
 DL0841
 DL0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 DL0841'THE STATION WAS VISITED 11-25-74 AND THE STATION MARK, REFERENCE
 DL0841'MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD CONDITION, EXCEPT
 DL0841'THE MONUMENTS FOR THE STATION MARK AND REFERENCE MARK NO 1
 DL0841'WERE EXPOSED ABOUT 2 FEET ABOVE THE GROUND AND WERE GOING
 DL0841'TO BE DESTROYED BY EXCAVATION.  THE AZIMUTH MARK WAS
 DL0841'NOT FOUND AND IS BELIEVED DESTROYED BY ROAD WORK.
 DL0841'
 DL0841'A NEW STATION WALNUT 2 1974 WAS ESTABLISHED AT THIS DATE AND
 DL0841'THE STATION MARK AND REFERENCE MARK NO 1 WERE DESTROYED.
 DL0841'SEE DESCRIPTION WALNUT 2 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2871 ***********************************************************************
 EH2871  DESIGNATION -  WALNUT
 EH2871  PID         -  EH2871
 EH2871  STATE/COUNTY-  AR/PHILLIPS
 EH2871  USGS QUAD   -  LEXA (1991)
 EH2871
 EH2871                         *CURRENT SURVEY CONTROL
 EH2871  ___________________________________________________________________
 EH2871* NAD 83(1997)-  34 33 16.02984(N)    090 46 02.95382(W)     ADJUSTED  
 EH2871* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 EH2871  ___________________________________________________________________
 EH2871  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EH2871  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH2871
 EH2871  HORZ ORDER  -  FIRST
 EH2871
 EH2871.The horizontal coordinates were established by classical geodetic methods
 EH2871.and adjusted by the National Geodetic Survey in September 1999..
 EH2871
 EH2871.The orthometric height was scaled from a topographic map.
 EH2871
 EH2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2871
 EH2871.The geoid height was determined by GEOID03.
 EH2871
 EH2871;                    North         East     Units Scale Factor Converg.
 EH2871;SPC AR S     -   610,063.503   513,112.997   MT  0.99995955   +0 41 23.4
 EH2871;SPC AR S     - 2,001,516.68  1,683,438.22   sFT  0.99995955   +0 41 23.4
 EH2871;UTM  15      - 3,825,899.549   704,837.206   MT  1.00011720   +1 16 00.1
 EH2871
 EH2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2871!SPC AR S     -   0.99999404  x   0.99995955  =   0.99995359
 EH2871!UTM  15      -   0.99999404  x   1.00011720  =   1.00011124
 EH2871
 EH2871:                Primary Azimuth Mark                     Grid Az
 EH2871:SPC AR S     -  LAGRANGE RAD STA KBJ 62 MAST             359 35 00.4
 EH2871:UTM  15      -  LAGRANGE RAD STA KBJ 62 MAST             359 00 23.7
 EH2871
 EH2871|---------------------------------------------------------------------|
 EH2871| PID    Reference Object                     Distance      Geod. Az  |
 EH2871|                                                           dddmmss.s |
 EH2871| EH2867 LAGRANGE RAD STA KBJ 62 MAST        APPROX.13.6 KM 0001623.8 |
 EH2871| EH2865 MARIANNA RAD STA KLN 71 TOWER       APPROX.18.8 KM 0120622.7 |
 EH2871| EH2857 STORM CREEK LAKE LOOKOUT TOWER      APPROX.13.1 KM 0820024.0 |
 EH2871| CY6699 WALNUT AZ MK                                       0862609.8 |
 EH2871| EH2861 WEST HELENA PEKIN WOOD CO STK       APPROX.10.6 KM 0921804.7 |
 EH2871| EH2862 WEST HELENA PEKIN WOOD CO TANK      APPROX.10.7 KM 0924750.5 |
 EH2871| EH2863 WEST HELENA MUNICIPAL TANK          APPROX.11.2 KM 0952156.3 |
 EH2871| EH2864 WEST HELENA CHICAGO MILL CO TK      APPROX.10.1 KM 0953506.8 |
 EH2871| EH2843 HELENA ARK POWER LT RAD TOWER       APPROX.14.8 KM 0974710.6 |
 EH2871| EH2854 HELENA ARK PWR AND LT STACK         APPROX.16.7 KM 1040847.9 |
 EH2871| CY6701 WALNUT RM 1                          61.424 METERS 11550     |
 EH2871| CY6703 WALNUT RM 3                          53.127 METERS 12159     |
 EH2871| CY6704 WALNUT RM 4                          28.096 METERS 20432     |
 EH2871| CY6702 WALNUT RM 2                          33.489 METERS 20803     |
 EH2871| CY6700 WALNUT AZ MK RESET                                 2193336.8 |
 EH2871| EH2875 MARVELL FEDERAL COMPRESS NE TK      APPROX.14.1 KM 2711308.1 |
 EH2871|---------------------------------------------------------------------|
 EH2871
 EH2871                          SUPERSEDED SURVEY CONTROL
 EH2871
 EH2871  NAD 83(1997)-  34 33 16.03148(N)    090 46 02.95325(W) AD(       ) 1
 EH2871  NAD 83(1997)-  34 33 16.03186(N)    090 46 02.95315(W) AD(       ) 1
 EH2871  NAD 83(1986)-  34 33 16.03779(N)    090 46 02.95223(W) AD(       ) 1
 EH2871  NAD 27      -  34 33 15.67398(N)    090 46 02.54521(W) AD(       ) 1
 EH2871
 EH2871.Superseded values are not recommended for survey control.
 EH2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2871.See file dsdata.txt to determine how the superseded data were derived.
 EH2871
 EH2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0483725900(NAD 83)
 EH2871_MARKER: DS = TRIANGULATION STATION DISK
 EH2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2871
 EH2871  HISTORY     - Date     Condition        Report By
 EH2871  HISTORY     - 1953     MONUMENTED       CGS
 EH2871  HISTORY     - 1965     GOOD             CGS
 EH2871
 EH2871                          STATION DESCRIPTION
 EH2871
 EH2871'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2871'THE STATION IS LOCATED ABOUT 7 MILES WEST OF WEST HELENA
 EH2871'AND ABOUT 0.1 MILE SOUTHEAST OF THE BARTON POST OFFICE ON
 EH2871'THE ATHLETIC FIELD OF BARTON HIGH SCHOOL.  IT IS 56 FEET
 EH2871'EAST OF THE WEST FENCE LINE OF THE ATHLETIC FIELD, 33 FEET
 EH2871'NORTHWEST OF A POWER LINE POLE AND 16.5 FEET SOUTH OF THE
 EH2871'FENCE AT THE NORTH END OF THE ATHLETIC FIELD.  THE DISK
 EH2871'IS STAMPED WALNUT 1953 AND IS SET FLUSH.
 EH2871'
 EH2871'R.M. NO. 1 IS 120 FEET SOUTH OF THE NORTHEAST CORNER OF
 EH2871'THE ATHLETIC FIELD, 33 FEET EAST-NORTHEAST OF AN ATHLETIC
 EH2871'FIELD LIGHT POLE AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED
 EH2871'WALNUT NO 1 1953 AND IS SET FLUSH.
 EH2871'
 EH2871'R.M. NO. 2 IS 15 FEET SOUTHWEST OF AN ATHLETIC FIELD LIGHT
 EH2871'POLE, 1 FOOT NORTH OF A CORNER POST AND 1 FOOT EAST OF A
 EH2871'FENCE.  IT IS STAMPED WALNUT NO 2 1953 AND IS SET FLUSH.
 EH2871'
 EH2871'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 233.1 FEET.
 EH2871'
 EH2871'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL
 EH2871'HOLE AT THE NORTHWEST END OF A BRIDGE ABUTMENT.  IT IS 15
 EH2871'FEET NORTH OF THE CENTER OF STATE HIGHWAY 20, SET FLUSH
 EH2871'AND IS STAMPED WALNUT 1953.
 EH2871'
 EH2871'TO REACH THE STATION FROM THE CROSS ROAD JUNCTION OF STATE
 EH2871'HIGHWAYS 20, 85 AND 1, JUST SOUTH OF THE POST OFFICE IN
 EH2871'BARTON, GO SOUTH ON STATE HIGHWAY 1 FOR 0.2 MILE TO THE
 EH2871'ENTRANCE TO BARTON HIGH SCHOOL ON THE LEFT, TURN LEFT AND
 EH2871'GO EAST FOR 0.05 MILE TO A GATE ON THE LEFT AND THE ENTRANCE
 EH2871'TO THE ATHLETIC FIELD, PASS THROUGH THE GATE AND CONTINUE
 EH2871'TO THE NORTH END OF THE ATHLETIC FIELD AND THE STATION AS
 EH2871'DESCRIBED.
 EH2871'
 EH2871'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BARTON
 EH2871'GO EAST ON STATE HIGHWAY 20 FOR 0.65 MILE TO A BRIDGE AND
 EH2871'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EH2871
 EH2871                          STATION RECOVERY (1965)
 EH2871
 EH2871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2871'STATION AND ALL MARKS RECOVERED AS DESCRIBED.  DISTANCES
 EH2871'AND DIRECTIONS TO REFERENCE MARKS NO. 1 AND 2 MISSED THE
 EH2871'PREVIOUS MEASUREMENTS BY 1 MIN 05 SEC AND .05 FEET ON NO.
 EH2871'1, 2 MIN 03 SEC AND .10 FEET ON NO. 2.  DUE TO EXTENDED
 EH2871'REPAIR TO THE ATHLETIC FIELD REFERENCE MARKS NO. 1 AND 2
 EH2871'WERE DESTROYED AND REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED
 EH2871'BY THIS PARTY.  DISTANCE AND DIRECTION TO THE AZIMUTH MARK
 EH2871'WERE VERIFIED BUT THE MARK IS NOT VISIBLE FROM THE GROUND
 EH2871'DUE TO EXTENDED GROWTH OF VEGETATION, SO A NEW AZIMUTH MARK
 EH2871'WAS ESTABLISHED BY THIS PARTY ALSO.
 EH2871'
 EH2871'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 EH2871'
 EH2871'THE STATION IS 9 MILES EAST OF MARVELL, 7 MILES WEST OF
 EH2871'WEST HELENA, 0.1 MILE SOUTHEAST OF THE JUNCTION OF STATE
 EH2871'HIGHWAYS 49, 85, AND 1, AT THE NORTH END OF THE ATHLETIC
 EH2871'FIELD, AND ON PROPERTY OWNED BY THE BARTON HIGH SCHOOL.
 EH2871'
 EH2871'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH2871'49, 85, AND 1, IN WALNUT CORNERS, GO SOUTH ON HIGHWAY 85
 EH2871'FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, AN ENTRANCE TO
 EH2871'THE HIGH SCHOOL BUILDING.* TURN LEFT AND GO EAST ON A GRAVEL
 EH2871'STREET FOR 0.05 MILE TO THE MAIN SCHOOL BUILDING.  TURN
 EH2871'LEFT AND GO NORTH ON A GRAVEL STREET ALONG THE WEST SIDE
 EH2871'OF THE BUILDING FOR 0.1 MILE TO A GATE IN A CYCLONE FENCE
 EH2871'WHICH ENCLOSES THE ATHLETIC FIELD.  PASS THROUGH THE GATE
 EH2871'AND GO NORTH AND WEST ON THE ATHLETIC FIELD FOR 0.1 MILE
 EH2871'TO THE STATION AT THE NORTH END OF THE FIELD.
 EH2871'
 EH2871'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED WALNUT
 EH2871'1953, SET IN A SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES
 EH2871'BELOW THE SURFACE OF THE GROUND.  IT IS 33 FEET NORTHWEST
 EH2871'OF A LIGHT POLE WITH A SWITCH BOX, 17 FEET SOUTHEAST OF
 EH2871'AN ANGLE IN THE FENCE, AND 15 FEET SOUTH OF THE FENCE.
 EH2871'THE UNDERGROUND MARK WAS NOT INSPECTED.
 EH2871'
 EH2871'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WALNUT NO
 EH2871'3 1953, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2871'1 INCH.  IT IS 48 FEET WEST OF THE FENCE, AND 1 FOOT NORTH
 EH2871'OF A LIGHT POLE WITH A SWITCH BOX.
 EH2871'
 EH2871'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WALNUT NO
 EH2871'4 1953, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2871'1 INCH.  IT IS 52 FEET NORTHEAST OF A FENCE CORNER, AND
 EH2871'1 FOOT NORTH OF A LIGHT POLE WITH A SWITCH BOX.
 EH2871'
 EH2871'AZIMUTH MARK, A STANDARD DISK STAMPED WALNUT 1953 RESET
 EH2871'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH2871'2 INCHES.  IT IS 39 FEET WEST OF THE CENTER OF A FIELD ROAD,
 EH2871'1.5 FEET NORTHEAST OF A METAL WITNESS POST, AND 1 FOOT EAST
 EH2871'OF A TELEPHONE POLE.
 EH2871'
 EH2871'*TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD ON THE LEFT,
 EH2871'CONTINUE SOUTH ON HIGHWAY 85 FOR 0.3 MILE TO A SIDE ROAD
 EH2871'ON THE RIGHT.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR
 EH2871'0.25 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 EH2871'NORTH ON A FIELD ROAD FOR 0.1 MILE TO A TELEPHONE POLE,
 EH2871'A METAL WITNESS POST, AND THE AZIMUTH MARK ON THE LEFT.
 EH2871'
 EH2871'NOTE- REFERENCE MARKS MEASURED WITH 300 FOOT TAPE PULLING
 EH2871'7 KG TAPE TENSION AND 30 METER TAPE PULLING 5 KG TAPE TENSION.
 EH2871'
 EH2871'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1046 ***********************************************************************
 GE1046  DESIGNATION -  WALNUT
 GE1046  PID         -  GE1046
 GE1046  STATE/COUNTY-  AR/LAWRENCE
 GE1046  USGS QUAD   -  MANSON (1965)
 GE1046
 GE1046                         *CURRENT SURVEY CONTROL
 GE1046  ___________________________________________________________________
 GE1046* NAD 83(1997)-  36 07 31.91501(N)    090 57 26.54860(W)     ADJUSTED  
 GE1046* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 GE1046  ___________________________________________________________________
 GE1046  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GE1046  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GE1046
 GE1046  HORZ ORDER  -  FIRST
 GE1046
 GE1046.The horizontal coordinates were established by classical geodetic methods
 GE1046.and adjusted by the National Geodetic Survey in September 1999..
 GE1046
 GE1046.The orthometric height was scaled from a topographic map.
 GE1046
 GE1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1046
 GE1046.The geoid height was determined by GEOID03.
 GE1046
 GE1046;                    North         East     Units Scale Factor Converg.
 GE1046;SPC AR N     -   199,331.139   493,854.152   MT  0.99998047   +0 36 24.1
 GE1046;SPC AR N     -   653,972.25  1,620,253.16   sFT  0.99998047   +0 36 24.1
 GE1046;UTM  15      - 3,999,804.133   683,816.742   MT  1.00001634   +1 12 16.5
 GE1046
 GE1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1046!SPC AR N     -   0.99999138  x   0.99998047  =   0.99997185
 GE1046!UTM  15      -   0.99999138  x   1.00001634  =   1.00000772
 GE1046
 GE1046:                Primary Azimuth Mark                     Grid Az
 GE1046:SPC AR N     -  WALNUT AZ MK                             087 56 59.2
 GE1046:UTM  15      -  WALNUT AZ MK                             087 21 06.8
 GE1046
 GE1046|---------------------------------------------------------------------|
 GE1046| PID    Reference Object                     Distance      Geod. Az  |
 GE1046|                                                           dddmmss.s |
 GE1046| CI4898 WALNUT AZ MK                                       0883323.3 |
 GE1046| CI4899 WALNUT RM 1                          27.761 METERS 10439     |
 GE1046| CI4900 WALNUT RM 2                          33.024 METERS 35236     |
 GE1046|---------------------------------------------------------------------|
 GE1046
 GE1046                          SUPERSEDED SURVEY CONTROL
 GE1046
 GE1046  NAD 83(1986)-  36 07 31.92550(N)    090 57 26.54816(W) AD(       ) 1
 GE1046  NAD 27      -  36 07 31.67730(N)    090 57 26.11670(W) AD(       ) 1
 GE1046
 GE1046.Superseded values are not recommended for survey control.
 GE1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1046.See file dsdata.txt to determine how the superseded data were derived.
 GE1046
 GE1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8381799804(NAD 83)
 GE1046_MARKER: DS = TRIANGULATION STATION DISK
 GE1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1046
 GE1046  HISTORY     - Date     Condition        Report By
 GE1046  HISTORY     - 1953     MONUMENTED       CGS
 GE1046
 GE1046                          STATION DESCRIPTION
 GE1046
 GE1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1046'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF WALNUT RIDGE,
 GE1046'0.9 MILE WEST OF COLLEGE CITY, 240 FEET SOUTHWEST OF A CROSSROAD
 GE1046'JUNCTION, 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GE1046'N.F. AUMAN GROCERY STORE, 62 FEET NORTHWEST OF THE NORTHWEST
 GE1046'CORNER OF THE M.L. GALE GROCERY STORE AND CAFE AND 57 FEET
 GE1046'NORTHEAST OF A T FENCE CORNER.  IT IS SET FLUSH AND IT IS
 GE1046'STAMPED WALNUT 1953.
 GE1046'
 GE1046'REFERENCE MARK NO. 1 IS 180 FEET SOUTHWEST OF A CROSSROAD
 GE1046'JUNCTION, 90 FEET WEST OF THE CENTER OF U.S. HIGHWAY 67
 GE1046'AND 1 FOOT NORTH AND NEAR THE CENTER OF THE M.L. GALE GROCERY
 GE1046'STORE AND CAFE.  IT IS STAMPED WALNUT NO 1 1953 AND IT IS
 GE1046'SET FLUSH.
 GE1046'
 GE1046'REFERENCE MARK NO. 2 IS 180 FEET WEST OF A CROSSROAD JUNCTION,
 GE1046'20 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 18 FEET
 GE1046'EAST OF A FENCE CORNER AND 1.5 FEET EAST OF A PEPSI COLA SIGN.
 GE1046'IT IS STAMPED WALNUT NO 2 1953 AND IT IS SET FLUSH.
 GE1046'
 GE1046'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 165.70
 GE1046'FEET.
 GE1046'
 GE1046'THE AZIMUTH MARK IS 49 FEET NORTH OF THE CENTER OF A PAVED
 GE1046'ROAD, 1.5 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 1 FOOT
 GE1046'WEST OF A TELEPHONE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED
 GE1046'WALNUT 1953.
 GE1046'
 GE1046'TO REACH THE STATION FROM THE COLLEGE CITY POST OFFICE GO
 GE1046'WEST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GE1046'WEST ON PAVED ROAD FOR 0.35 MILE TO THE CROSSROAD, GROCERY
 GE1046'STORES AND THE STATION AS DESCRIBED.
 GE1046'
 GE1046'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1521 ***********************************************************************
 DL1521  DESIGNATION -  WALNUT 2
 DL1521  PID         -  DL1521
 DL1521  STATE/COUNTY-  AR/LAFAYETTE
 DL1521  USGS QUAD   -  BRADLEY (1978)
 DL1521
 DL1521                         *CURRENT SURVEY CONTROL
 DL1521  ___________________________________________________________________
 DL1521* NAD 83(1997)-  33 06 24.14559(N)    093 42 42.48099(W)     ADJUSTED  
 DL1521* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 DL1521  ___________________________________________________________________
 DL1521  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DL1521  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL1521
 DL1521  HORZ ORDER  -  THIRD
 DL1521
 DL1521.The horizontal coordinates were established by classical geodetic methods
 DL1521.and adjusted by the National Geodetic Survey in September 1999..
 DL1521.No horizontal observational check was made to the station.
 DL1521
 DL1521.The orthometric height was scaled from a topographic map.
 DL1521
 DL1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1521
 DL1521.The geoid height was determined by GEOID03.
 DL1521
 DL1521;                    North         East     Units Scale Factor Converg.
 DL1521;SPC AR S     -   450,143.330   240,219.308   MT  1.00004847   -0 57 29.1
 DL1521;SPC AR S     - 1,476,845.24    788,119.51   sFT  1.00004847   -0 57 29.1
 DL1521;SPC LA N     -   289,673.885   886,877.539   MT  1.00012999   -0 38 26.4
 DL1521;SPC LA N     -   950,371.74  2,909,697.39   sFT  1.00012999   -0 38 26.4
 DL1521;UTM  15      - 3,663,341.941   433,586.046   MT  0.99965438   -0 23 19.7
 DL1521
 DL1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1521!SPC AR S     -   0.99999223  x   1.00004847  =   1.00004070
 DL1521!SPC LA N     -   0.99999223  x   1.00012999  =   1.00012222
 DL1521!UTM  15      -   0.99999223  x   0.99965438  =   0.99964661
 DL1521
 DL1521|---------------------------------------------------------------------|
 DL1521| PID    Reference Object                     Distance      Geod. Az  |
 DL1521|                                                           dddmmss.s |
 DL1521| CX7345 WALNUT 2 RM 3                        23.670 METERS 09025     |
 DL1521| DL0840 WALNUT RM 2                          38.908 METERS 20144     |
 DL1521| CX7346 WALNUT 2 RM 4 AZIMUTH                              2681452.4 |
 DL1521| DL0841 WALNUT                               18.424 METERS 27620     |
 DL1521|---------------------------------------------------------------------|
 DL1521
 DL1521                          SUPERSEDED SURVEY CONTROL
 DL1521
 DL1521  NAD 83(1997)-  33 06 24.15476(N)    093 42 42.47116(W) AD(       ) 3
 DL1521  NAD 83(1986)-  33 06 24.15593(N)    093 42 42.47060(W) AD(       ) 3
 DL1521  NAD 27      -  33 06 23.68206(N)    093 42 41.83776(W) AD(       ) 3
 DL1521
 DL1521.Superseded values are not recommended for survey control.
 DL1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1521.See file dsdata.txt to determine how the superseded data were derived.
 DL1521
 DL1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3358663342(NAD 83)
 DL1521_MARKER: DS = TRIANGULATION STATION DISK
 DL1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1521
 DL1521  HISTORY     - Date     Condition        Report By
 DL1521  HISTORY     - 1974     MONUMENTED       NGS
 DL1521
 DL1521                          STATION DESCRIPTION
 DL1521
 DL1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 DL1521'THE STATION IS LOCATED ABOUT 3.5 MILES WEST AND 0.5 MILE NORTH OF
 DL1521'BRADLEY ON THE RIGHT OF WAY OF STATE HIGHWAY 160.
 DL1521'
 DL1521'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 160 ON THE
 DL1521'EAST EDGE OF BRADLEY, GO WEST ON STATE HIGHWAY 160 FOR 2.3 MILES TO
 DL1521'A CROSSROAD AT WALNUT HILLS.  CONTINUE WEST ON HIGHWAY 160 FOR 1.7
 DL1521'MILES TO THE TOP OF THE GRADE AND THE STATION ON THE RIGHT.
 DL1521'
 DL1521'THE STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD TRIANGULATION
 DL1521'STATION DISKS, STAMPED WALNUT 2 1974.  THE SURFACE MARK IS SET IN
 DL1521'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 92.5 FEET
 DL1521'NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM A POWER POLE WITH
 DL1521'TRANSFORMERS, 45.0 FEET EAST OF THE CENTER OF A FIELD ROAD, 37.5
 DL1521'FEET NORTH OF THE CENTER OF STATE HIGHWAY 160, 1.5 FEET SOUTH OF
 DL1521'THE EAST-WEST FENCELINE AND 1.0 FEET WEST OF A METAL WITNESS POST
 DL1521'AND SIGN.
 DL1521'
 DL1521'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DL1521'WALNUT NO 2 1950 SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING
 DL1521'4 INCHES.  IT IS 84 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 DL1521'160, 42 FEET SOUTH OF A FENCE CORNER, 42 FEET SOUTH OF A POWER
 DL1521'POLE WITH TRANSFORMERS, 19 FEET WEST OF THE CENTER OF A DRIVEWAY
 DL1521'AND 0.6 FEET EAST OF NORTH-SOUTH FENCELINE.
 DL1521'
 DL1521'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DL1521'WALNUT 2 NO 3 1974, SET IN TOP OF A ROUND CONCRETE POST FLUSH
 DL1521'WITH THE GROUND.  IT IS 82.5 FEET WEST OF A POWERLINE GUY POLE,
 DL1521'39 FEET NORTH OF THE CENTER OF STATE HIGHWAY 160, 1.0 FOOT SOUTH
 DL1521'OF EAST-WEST FENCELINE AND 1.0 FOOT EAST OF A METAL WITNESS POST
 DL1521'AND SIGN.
 DL1521'
 DL1521'THE DISTANCE BETWEEN REFERENCE MARK NO 2 AND REFERENCE MARK NO 3
 DL1521'IS 171.82 FEET.
 DL1521'
 DL1521'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED WALNUT
 DL1521'2 NO 4 1974 AZI, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 DL1521'GROUND.  IT IS 0.2 MILE WEST OF THE STATION, 70.5 FEET
 DL1521'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE, 38.5 FEET
 DL1521'SOUTH OF THE CENTER OF STATE HIGHWAY 160, 2.0 FEET NORTH OF A
 DL1521'LARGE POWER POLE AND 1.0 FOOT EAST OF A METAL WITNESS POST AND
 DL1521'SIGN.
 DL1521'
 DL1521'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 DL1521'HIGHWAY 160 FOR 0.2 MILE TO THE MARK ON THE LEFT JUST
 DL1521'AFTER CROSSING A BRIDGE.
 DL1521'
 DL1521'NEAREST TOWN--BRADLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0293 ***********************************************************************
 GE0293  DESIGNATION -  WALNUT RIDGE
 GE0293  PID         -  GE0293
 GE0293  STATE/COUNTY-  AR/LAWRENCE
 GE0293  USGS QUAD   -  WALNUT RIDGE (1992)
 GE0293
 GE0293                         *CURRENT SURVEY CONTROL
 GE0293  ___________________________________________________________________
 GE0293* NAD 83(1986)-  36 04 10.     (N)    090 57 37.     (W)     SCALED    
 GE0293* NAVD 88     -        81.888  (meters)     268.66   (feet)  ADJUSTED  
 GE0293  ___________________________________________________________________
 GE0293  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GE0293  DYNAMIC HT  -          81.820 (meters)     268.44  (feet)  COMP
 GE0293  MODELED GRAV-     979,808.6   (mgal)                       NAVD 88
 GE0293
 GE0293  VERT ORDER  -  FIRST     CLASS II
 GE0293
 GE0293.The horizontal coordinates were scaled from a topographic map and have
 GE0293.an estimated accuracy of +/- 6 seconds.
 GE0293
 GE0293.The orthometric height was determined by differential leveling
 GE0293.and adjusted by the National Geodetic Survey in January 1995..
 GE0293
 GE0293.The geoid height was determined by GEOID03.
 GE0293
 GE0293.The dynamic height is computed by dividing the NAVD 88
 GE0293.geopotential number by the normal gravity value computed on the
 GE0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0293.degrees latitude (g = 980.6199 gals.).
 GE0293
 GE0293.The modeled gravity was interpolated from observed gravity values.
 GE0293
 GE0293;                    North         East    Units  Estimated Accuracy
 GE0293;SPC AR N     -   193,110.      493,660.      MT  (+/- 180 meters Scaled)
 GE0293
 GE0293                          SUPERSEDED SURVEY CONTROL
 GE0293
 GE0293  NAVD 88 (06/15/91)   81.891  (m)          268.67   (f) UNKNOWN     1 2
 GE0293  NGVD 29 (10/05/93)   81.800  (m)          268.37   (f) ADJUSTED    1 2
 GE0293
 GE0293.Superseded values are not recommended for survey control.
 GE0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0293.See file dsdata.txt to determine how the superseded data were derived.
 GE0293
 GE0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV836935(NAD 83)
 GE0293_MARKER: DB = BENCH MARK DISK
 GE0293_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GE0293_SP_SET: FOOTING
 GE0293_STAMPING: WALNUT RIDGE 1932 268.392
 GE0293_MARK LOGO: CGS   
 GE0293_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0293+STABILITY: SURFACE MOTION
 GE0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0293+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GE0293
 GE0293  HISTORY     - Date     Condition        Report By
 GE0293  HISTORY     - 1932     MONUMENTED       CGS
 GE0293  HISTORY     - 1934     GOOD             NGS
 GE0293  HISTORY     - 19920323 GOOD             NGS
 GE0293  HISTORY     - 20020913 GOOD             USACE
 GE0293
 GE0293                          STATION DESCRIPTION
 GE0293
 GE0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0293'AT WALNUT RIDGE.
 GE0293'AT WALNUT RIDGE, LAWRENCE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GE0293'RAILWAY, 15 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CITY
 GE0293'PUMPING STATION, AND IN THE TOP OF THE NORTHWEST FOUNDATION OF
 GE0293'THE WATER TANK.  A STANDARD DISK, STAMPED 268.392 WALNUT RIDGE
 GE0293'1932.
 GE0293
 GE0293                          STATION RECOVERY (1992)
 GE0293
 GE0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0293'IN WALNUT RIDGE, AT 216 SOUTHWEST FOURTH STREET, IN THE NORTHWEST
 GE0293'CORNER OF THE CONCRETE FOOTING FOR THE NORTHWEST LEG OF THE CITY
 GE0293'WATER TANK, 6.5 M (21.3 FT) SOUTHWEST OF THE WEST CORNER OF THE WATER
 GE0293'WORKS BUILDING AT 216 SOUTHWEST FOURTH STREET, AND FLUSH WITH THE
 GE0293'GROUND SURFACE.
 GE0293
 GE0293                          STATION RECOVERY (2002)
 GE0293
 GE0293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1041 ***********************************************************************
 GE1041  DESIGNATION -  WALNUT RIDGE ARK MO PWR CO STK
 GE1041  PID         -  GE1041
 GE1041  STATE/COUNTY-  AR/LAWRENCE
 GE1041  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1041
 GE1041                         *CURRENT SURVEY CONTROL
 GE1041  ___________________________________________________________________
 GE1041* NAD 83(1997)-  36 03 49.58909(N)    090 57 47.99122(W)     ADJUSTED  
 GE1041* NAVD 88     -                                                        
 GE1041  ___________________________________________________________________
 GE1041  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GE1041  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GE1041
 GE1041  HORZ ORDER  -  THIRD
 GE1041
 GE1041.The horizontal coordinates were established by classical geodetic methods
 GE1041.and adjusted by the National Geodetic Survey in September 1999..
 GE1041
 GE1041
 GE1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1041
 GE1041.The geoid height was determined by GEOID03.
 GE1041
 GE1041;                    North         East     Units Scale Factor Converg.
 GE1041;SPC AR N     -   192,473.399   493,390.149   MT  0.99997088   +0 36 11.7
 GE1041;SPC AR N     -   631,473.14  1,618,730.85   sFT  0.99997088   +0 36 11.7
 GE1041;UTM  15      - 3,992,941.658   683,424.198   MT  1.00001457   +1 11 57.5
 GE1041
 GE1041                          SUPERSEDED SURVEY CONTROL
 GE1041
 GE1041  NAD 83(1986)-  36 03 49.59976(N)    090 57 47.99084(W) AD(       ) 4
 GE1041  NAD 27      -  36 03 49.34700(N)    090 57 47.55900(W) AD(       ) 3
 GE1041
 GE1041.Superseded values are not recommended for survey control.
 GE1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1041.See file dsdata.txt to determine how the superseded data were derived.
 GE1041
 GE1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8342492942(NAD 83)
 GE1041_MARKER: 63 = STACK
 GE1041
 GE1041  HISTORY     - Date     Condition        Report By
 GE1041  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1041
 GE1041                          STATION DESCRIPTION
 GE1041
 GE1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1041'THE STACK IS LOCATED NEAR THE SOUTHEAST EDGE OF WALNUT RIDGE.
 GE1041'IT IS 15 FEET WEST OF THE SOUTHWEST CORNER OF THE MAIN OFFICE
 GE1041'BUILDING.  IT IS A ROUND CONCRETE STACK ABOUT 12 FEET IN
 GE1041'DIAMETER AT THE BASE AND 8 FEET IN DIAMETER AT THE TOP.  THE
 GE1041'OVERALL HEIGHT IS ABOUT 120 FEET.
 GE1041'
 GE1041'THE TOP AND CENTER OF THE STACK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1040 ***********************************************************************
 GE1040  DESIGNATION -  WALNUT RIDGE FED COMP CO N TK
 GE1040  PID         -  GE1040
 GE1040  STATE/COUNTY-  AR/LAWRENCE
 GE1040  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1040
 GE1040                         *CURRENT SURVEY CONTROL
 GE1040  ___________________________________________________________________
 GE1040* NAD 83(1997)-  36 03 44.86294(N)    090 57 52.07733(W)     ADJUSTED  
 GE1040* NAVD 88     -                                                        
 GE1040  ___________________________________________________________________
 GE1040  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GE1040  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GE1040
 GE1040  HORZ ORDER  -  THIRD
 GE1040
 GE1040.The horizontal coordinates were established by classical geodetic methods
 GE1040.and adjusted by the National Geodetic Survey in September 1999..
 GE1040
 GE1040
 GE1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1040
 GE1040.The geoid height was determined by GEOID03.
 GE1040
 GE1040;                    North         East     Units Scale Factor Converg.
 GE1040;SPC AR N     -   192,326.665   493,289.434   MT  0.99997068   +0 36 09.3
 GE1040;SPC AR N     -   630,991.73  1,618,400.42   sFT  0.99997068   +0 36 09.3
 GE1040;UTM  15      - 3,992,793.877   683,325.010   MT  1.00001412   +1 11 54.9
 GE1040
 GE1040                          SUPERSEDED SURVEY CONTROL
 GE1040
 GE1040  NAD 83(1986)-  36 03 44.87363(N)    090 57 52.07692(W) AD(       ) 4
 GE1040  NAD 27      -  36 03 44.62600(N)    090 57 51.64500(W) AD(       ) 3
 GE1040
 GE1040.Superseded values are not recommended for survey control.
 GE1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1040.See file dsdata.txt to determine how the superseded data were derived.
 GE1040
 GE1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8332592794(NAD 83)
 GE1040_MARKER: 53 = ELEVATED TANK
 GE1040
 GE1040  HISTORY     - Date     Condition        Report By
 GE1040  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1040
 GE1040                          STATION DESCRIPTION
 GE1040
 GE1040'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1045 ***********************************************************************
 GE1045  DESIGNATION -  WALNUT RIDGE MUNICIPAL TANK
 GE1045  PID         -  GE1045
 GE1045  STATE/COUNTY-  AR/LAWRENCE
 GE1045  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1045
 GE1045                         *CURRENT SURVEY CONTROL
 GE1045  ___________________________________________________________________
 GE1045* NAD 83(1997)-  36 04 10.34292(N)    090 57 37.15599(W)     ADJUSTED  
 GE1045* NAVD 88     -                                                        
 GE1045  ___________________________________________________________________
 GE1045  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 GE1045  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GE1045
 GE1045  HORZ ORDER  -  THIRD
 GE1045
 GE1045.The horizontal coordinates were established by classical geodetic methods
 GE1045.and adjusted by the National Geodetic Survey in September 1999..
 GE1045
 GE1045
 GE1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1045
 GE1045.The geoid height was determined by GEOID03.
 GE1045
 GE1045;                    North         East     Units Scale Factor Converg.
 GE1045;SPC AR N     -   193,115.884   493,654.527   MT  0.99997172   +0 36 18.0
 GE1045;SPC AR N     -   633,581.03  1,619,598.23   sFT  0.99997172   +0 36 18.0
 GE1045;UTM  15      - 3,993,586.887   683,681.888   MT  1.00001574   +1 12 04.4
 GE1045
 GE1045                          SUPERSEDED SURVEY CONTROL
 GE1045
 GE1045  NAD 83(1986)-  36 04 10.35361(N)    090 57 37.15562(W) AD(       ) 4
 GE1045  NAD 27      -  36 04 10.10100(N)    090 57 36.72500(W) AD(       ) 3
 GE1045
 GE1045.Superseded values are not recommended for survey control.
 GE1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1045.See file dsdata.txt to determine how the superseded data were derived.
 GE1045
 GE1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8368293587(NAD 83)
 GE1045_MARKER: 53 = ELEVATED TANK
 GE1045
 GE1045  HISTORY     - Date     Condition        Report By
 GE1045  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1045
 GE1045                          STATION DESCRIPTION
 GE1045
 GE1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1045'THE STATION IS LOCATED NEAR THE CENTER OF WALNUT RIDGE, 80
 GE1045'FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET AND 55 FEET
 GE1045'NORTH OF THE CENTER OF AN EAST-WEST STREET.  IT IS A 4 LEGGED
 GE1045'STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE TANK HAS A
 GE1045'CONICAL SHAPED ROOF WITH A BALL AT THE APEX.  THE OVERALL
 GE1045'HEIGHT IS ABOUT 135 FEET.
 GE1045'
 GE1045'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1038 ***********************************************************************
 GE1038  DESIGNATION -  WALNUT RIDGE RAD STA KRLW MAST
 GE1038  PID         -  GE1038
 GE1038  STATE/COUNTY-  AR/LAWRENCE
 GE1038  USGS QUAD   -  WALNUT RIDGE (1992)
 GE1038
 GE1038                         *CURRENT SURVEY CONTROL
 GE1038  ___________________________________________________________________
 GE1038* NAD 83(1997)-  36 03 54.83533(N)    090 56 25.93383(W)     ADJUSTED  
 GE1038* NAVD 88     -                                                        
 GE1038  ___________________________________________________________________
 GE1038  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GE1038  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GE1038
 GE1038  HORZ ORDER  -  THIRD
 GE1038
 GE1038.The horizontal coordinates were established by classical geodetic methods
 GE1038.and adjusted by the National Geodetic Survey in September 1999..
 GE1038
 GE1038
 GE1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1038
 GE1038.The geoid height was determined by GEOID03.
 GE1038
 GE1038;                    North         East     Units Scale Factor Converg.
 GE1038;SPC AR N     -   192,656.943   495,441.743   MT  0.99997109   +0 36 59.4
 GE1038;SPC AR N     -   632,075.32  1,625,461.79   sFT  0.99997109   +0 36 59.4
 GE1038;UTM  15      - 3,993,146.548   685,473.870   MT  1.00002389   +1 12 45.9
 GE1038
 GE1038                          SUPERSEDED SURVEY CONTROL
 GE1038
 GE1038  NAD 83(1986)-  36 03 54.84596(N)    090 56 25.93350(W) AD(       ) 4
 GE1038  NAD 27      -  36 03 54.59400(N)    090 56 25.50500(W) AD(       ) 3
 GE1038
 GE1038.Superseded values are not recommended for survey control.
 GE1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1038.See file dsdata.txt to determine how the superseded data were derived.
 GE1038
 GE1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8547493147(NAD 83)
 GE1038_MARKER: 42 = RADIO/TV MAST
 GE1038
 GE1038  HISTORY     - Date     Condition        Report By
 GE1038  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1038
 GE1038                          STATION DESCRIPTION
 GE1038
 GE1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1038'THE STATION IS LOCATED AT THE EXTREME SOUTHEAST EDGE OF WALNUT
 GE1038'RIDGE AND 0.05 MILE SOUTH OF STATE HIGHWAY 25.  IT IS A TRUSS
 GE1038'WORK STEEL STRUCTURE SUPPORTED BY GUY CABLES AND HAS A RED
 GE1038'BLINKER LIGHT AT THE APEX.  THE OVERALL HEIGHT IS 214 FEET.
 GE1038'
 GE1038'THE RED BLINKER LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0839 ***********************************************************************
 DL0839  DESIGNATION -  WALNUT RM 1
 DL0839  PID         -  DL0839
 DL0839  STATE/COUNTY-  AR/LAFAYETTE
 DL0839  USGS QUAD   -  BRADLEY (1978)
 DL0839
 DL0839                         *CURRENT SURVEY CONTROL
 DL0839  ___________________________________________________________________
 DL0839* NAD 83(1986)-  33 06 23.     (N)    093 42 43.     (W)     SCALED    
 DL0839* NAVD 88     -        76.407  (meters)     250.68   (feet)  ADJUSTED  
 DL0839  ___________________________________________________________________
 DL0839  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0839  DYNAMIC HT  -          76.324 (meters)     250.41  (feet)  COMP
 DL0839  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DL0839
 DL0839  VERT ORDER  -  FIRST     CLASS II
 DL0839
 DL0839.The horizontal coordinates were scaled from a topographic map and have
 DL0839.an estimated accuracy of +/- 6 seconds.
 DL0839
 DL0839.The orthometric height was determined by differential leveling
 DL0839.and adjusted by the National Geodetic Survey in June 1991..
 DL0839
 DL0839.The geoid height was determined by GEOID03.
 DL0839
 DL0839.The dynamic height is computed by dividing the NAVD 88
 DL0839.geopotential number by the normal gravity value computed on the
 DL0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0839.degrees latitude (g = 980.6199 gals.).
 DL0839
 DL0839.The modeled gravity was interpolated from observed gravity values.
 DL0839
 DL0839;                    North         East    Units  Estimated Accuracy
 DL0839;SPC AR S     -   450,110.      240,210.      MT  (+/- 180 meters Scaled)
 DL0839
 DL0839                          SUPERSEDED SURVEY CONTROL
 DL0839
 DL0839  NGVD 29 (??/??/92)   76.468  (m)          250.88   (f) ADJ UNCH    1 2
 DL0839
 DL0839.Superseded values are not recommended for survey control.
 DL0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0839.See file dsdata.txt to determine how the superseded data were derived.
 DL0839
 DL0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS335633(NAD 83)
 DL0839_MARKER: DR = REFERENCE MARK DISK
 DL0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0839_STAMPING: WALNUT NO 1 1950
 DL0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0839+STABILITY: SURFACE MOTION
 DL0839
 DL0839  HISTORY     - Date     Condition        Report By
 DL0839  HISTORY     - 1950     MONUMENTED       CGS
 DL0839  HISTORY     - 1960     GOOD             NGS
 DL0839  HISTORY     - 1963     GOOD             NGS
 DL0839
 DL0839                          STATION DESCRIPTION
 DL0839
 DL0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0839'4.0 MI W FROM BRADLEY.
 DL0839'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0839'SOUTHWESTERN RAILWAY STATION AT BRADLEY, ALSO 0.7 MILE EAST OF GIN
 DL0839'CITY, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 52 FEET EAST OF
 DL0839'PROJECTED CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 10 FEET
 DL0839'NORTH OF A FENCE, 51.2 FEET EAST OF TRIANGULATION STATION WALNUT 1950,
 DL0839'ABOUT 4 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 DL0839'PROJECTING 2 INCHES.
 DL0839
 DL0839                          STATION RECOVERY (1963)
 DL0839
 DL0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0840 ***********************************************************************
 DL0840  DESIGNATION -  WALNUT RM 2
 DL0840  PID         -  DL0840
 DL0840  STATE/COUNTY-  AR/LAFAYETTE
 DL0840  USGS QUAD   -  BRADLEY (1978)
 DL0840
 DL0840                         *CURRENT SURVEY CONTROL
 DL0840  ___________________________________________________________________
 DL0840* NAD 83(1986)-  33 06 23.     (N)    093 42 43.     (W)     SCALED    
 DL0840* NAVD 88     -        76.606  (meters)     251.33   (feet)  ADJUSTED  
 DL0840  ___________________________________________________________________
 DL0840  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0840  DYNAMIC HT  -          76.522 (meters)     251.06  (feet)  COMP
 DL0840  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DL0840
 DL0840  VERT ORDER  -  FIRST     CLASS II
 DL0840
 DL0840.The horizontal coordinates were scaled from a topographic map and have
 DL0840.an estimated accuracy of +/- 6 seconds.
 DL0840
 DL0840.The orthometric height was determined by differential leveling
 DL0840.and adjusted by the National Geodetic Survey in June 1991..
 DL0840
 DL0840.The geoid height was determined by GEOID03.
 DL0840
 DL0840.The dynamic height is computed by dividing the NAVD 88
 DL0840.geopotential number by the normal gravity value computed on the
 DL0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0840.degrees latitude (g = 980.6199 gals.).
 DL0840
 DL0840.The modeled gravity was interpolated from observed gravity values.
 DL0840
 DL0840;                    North         East    Units  Estimated Accuracy
 DL0840;SPC AR S     -   450,110.      240,210.      MT  (+/- 180 meters Scaled)
 DL0840
 DL0840                          SUPERSEDED SURVEY CONTROL
 DL0840
 DL0840  NGVD 29 (??/??/92)   76.666  (m)          251.53   (f) ADJ UNCH    1 2
 DL0840
 DL0840.Superseded values are not recommended for survey control.
 DL0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0840.See file dsdata.txt to determine how the superseded data were derived.
 DL0840
 DL0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS335633(NAD 83)
 DL0840_MARKER: DR = REFERENCE MARK DISK
 DL0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0840_STAMPING: WALNUT NO 2 1950
 DL0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0840+STABILITY: SURFACE MOTION
 DL0840
 DL0840  HISTORY     - Date     Condition        Report By
 DL0840  HISTORY     - 1950     MONUMENTED       CGS
 DL0840  HISTORY     - 1960     GOOD             NGS
 DL0840  HISTORY     - 1963     GOOD             NGS
 DL0840
 DL0840                          STATION DESCRIPTION
 DL0840
 DL0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0840'4.0 MI W FROM BRADLEY.
 DL0840'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ST. LOUIS
 DL0840'SOUTHWESTERN RAILWAY STATION AT BRADLEY, ALSO 0.7 MILE EAST OF GIN
 DL0840'CITY, 82 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF
 DL0840'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 18 FEET SOUTHWEST
 DL0840'OF THE SOUTHWEST CORNER OF A CATTLE GUARD ON THE PRIVATE DRIVE, 0.2
 DL0840'MILE EAST OF A CONCRETE BRIDGE OVER CRABTREE LAKE DITCH, 1/2 FOOT EAST
 DL0840'OF A NORTH-SOUTH FENCE, ABOUT 6 FEET ABOVE THE HIGHWAY, AND IN THE TOP
 DL0840'OF A CONCRETE POST PROJECTING 3 INCHES.
 DL0840
 DL0840                          STATION RECOVERY (1963)
 DL0840
 DL0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2031 ***********************************************************************
 EJ2031  DESIGNATION -  WALTREAK
 EJ2031  PID         -  EJ2031
 EJ2031  STATE/COUNTY-  AR/YELL
 EJ2031  USGS QUAD   -  GRAVELLY (1985)
 EJ2031
 EJ2031                         *CURRENT SURVEY CONTROL
 EJ2031  ___________________________________________________________________
 EJ2031* NAD 83(1997)-  34 57 09.17834(N)    093 39 36.93034(W)     ADJUSTED  
 EJ2031* NAVD 88     -       517.7    (meters)    1698.     (feet)  VERTCON   
 EJ2031  ___________________________________________________________________
 EJ2031  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 EJ2031  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 EJ2031
 EJ2031  HORZ ORDER  -  THIRD
 EJ2031
 EJ2031.The horizontal coordinates were established by classical geodetic methods
 EJ2031.and adjusted by the National Geodetic Survey in September 1999..
 EJ2031
 EJ2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2031
 EJ2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2031
 EJ2031.The geoid height was determined by GEOID03.
 EJ2031
 EJ2031;                    North         East     Units Scale Factor Converg.
 EJ2031;SPC AR N     -    69,975.783   248,358.356   MT  0.99999628   -0 57 58.0
 EJ2031;SPC AR N     -   229,578.88    814,822.37   sFT  0.99999628   -0 57 58.0
 EJ2031;UTM  15      - 3,867,980.012   439,715.104   MT  0.99964479   -0 22 41.8
 EJ2031
 EJ2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2031!SPC AR N     -   0.99992343  x   0.99999628  =   0.99991971
 EJ2031!UTM  15      -   0.99992343  x   0.99964479  =   0.99956824
 EJ2031
 EJ2031|---------------------------------------------------------------------|
 EJ2031| PID    Reference Object                     Distance      Geod. Az  |
 EJ2031|                                                           dddmmss.s |
 EJ2031| CX7347 WALTREAK RM 1                        18.458 METERS 02155     |
 EJ2031| EJ2030 GRAVELLY                            APPROX. 8.8 KM 2071334.4 |
 EJ2031| CX7348 WALTREAK RM 2                        22.777 METERS 27936     |
 EJ2031|---------------------------------------------------------------------|
 EJ2031
 EJ2031                          SUPERSEDED SURVEY CONTROL
 EJ2031
 EJ2031  NAD 83(1997)-  34 57 09.18778(N)    093 39 36.92665(W) AD(       ) 3
 EJ2031  NAD 83(1986)-  34 57 09.18802(N)    093 39 36.92226(W) AD(       ) 3
 EJ2031  NAD 27      -  34 57 08.84970(N)    093 39 36.22220(W) AD(       ) 3
 EJ2031  NGVD 29 (07/19/86)  517.6    (m)         1698.     (f) VERT ANG       
 EJ2031
 EJ2031.Superseded values are not recommended for survey control.
 EJ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2031.See file dsdata.txt to determine how the superseded data were derived.
 EJ2031
 EJ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3971567980(NAD 83)
 EJ2031_MARKER: DS = TRIANGULATION STATION DISK
 EJ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ2031
 EJ2031  HISTORY     - Date     Condition        Report By
 EJ2031  HISTORY     - 1956     MONUMENTED       CGS
 EJ2031  HISTORY     - 1957     GOOD             CGS
 EJ2031  HISTORY     - 20040701 MARK NOT FOUND   ARHD
 EJ2031
 EJ2031                          STATION DESCRIPTION
 EJ2031
 EJ2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2031'THE STATION IS LOCATED IN THE OUACHITA NATIONAL FOREST, ON
 EJ2031'THE SUMMIT OF DUTCH MOUNTAIN.  IT IS ABOUT 24 MILES EAST
 EJ2031'OF WALDRON AND ABOUT 5 MILES NORTH-NORTHEAST OF GRAVELLY.
 EJ2031'
 EJ2031'TO REACH FROM THE EAST SIDE OF THE POST OFFICE IN GRAVELLY,
 EJ2031'GO NORTHERLY ON THE BLUE BALL ROAD FOR 4.7 MILES TO A SIDE ROAD
 EJ2031'RIGHT AT TOP OF RIDGE OPPOSITE SIGN DUTCH MTN TOWER 11.
 EJ2031'TURN RIGHT (NORTHEAST) AND GO 3.7 MILES TO STATION ON RIGHT.
 EJ2031'
 EJ2031'THE STATION MARK, STAMPED WALTREAK 1956, IS A STANDARD BRONZE
 EJ2031'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 EJ2031'6 INCHES.  IT IS 29 FEET SOUTHEAST OF THE CENTERLINE OF THE
 EJ2031'ROAD AND 20 FEET EAST OF A TRIANGLE-BLAZED OAK TREE.
 EJ2031'
 EJ2031'REFERENCE MARK 1, STAMPED WALTREAK NO 1 1956, IS A STANDARD
 EJ2031'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 EJ2031'6 INCHES.  IT IS 11 FEET NORTHWEST OF THE CENTERLINE OF
 EJ2031'THE ROAD.
 EJ2031'
 EJ2031'REFERENCE MARK 2, STAMPED WALTREAK NO 2 1956, IS A STANDARD
 EJ2031'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 EJ2031'PROJECTS 6 INCHES.  IT IS 11 FEET NORTHWEST OF THE CENTERLINE
 EJ2031'OF THE ROAD.
 EJ2031'
 EJ2031'NO AZIMUTH MARK WAS ESTABLISHED.
 EJ2031
 EJ2031                          STATION RECOVERY (1957)
 EJ2031
 EJ2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAM)
 EJ2031'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 EJ2031'FOUND IN GOOD CONDITION.
 EJ2031
 EJ2031                          STATION RECOVERY (2004)
 EJ2031
 EJ2031'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EJ2031'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED. A 4 WHEEL DRIVE TRUCK
 EJ2031'IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0233 ***********************************************************************
 EJ0233  DESIGNATION -  WAR
 EJ0233  PID         -  EJ0233
 EJ0233  STATE/COUNTY-  AR/PULASKI
 EJ0233  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0233
 EJ0233                         *CURRENT SURVEY CONTROL
 EJ0233  ___________________________________________________________________
 EJ0233* NAD 83(1986)-  34 46 21.     (N)    092 29 14.     (W)     SCALED    
 EJ0233* NAVD 88     -       150.33   (+/-2cm)     493.2    (feet)  VERTCON   
 EJ0233  ___________________________________________________________________
 EJ0233  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EJ0233
 EJ0233  VERT ORDER  -  ? (See Below)
 EJ0233
 EJ0233.The horizontal coordinates were scaled from a topographic map and have
 EJ0233.an estimated accuracy of +/- 6 seconds.
 EJ0233
 EJ0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0233.The vertical order pertains to the NGVD 29 superseded value.
 EJ0233
 EJ0233.The geoid height was determined by GEOID03.
 EJ0233
 EJ0233;                    North         East    Units  Estimated Accuracy
 EJ0233;SPC AR S     -   633,680.      355,400.      MT  (+/- 180 meters Scaled)
 EJ0233
 EJ0233                          SUPERSEDED SURVEY CONTROL
 EJ0233
 EJ0233  NGVD 29 (??/??/92)  150.366  (m)          493.33   (f) ADJ UNCH    ?  
 EJ0233
 EJ0233.Superseded values are not recommended for survey control.
 EJ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0233.See file dsdata.txt to determine how the superseded data were derived.
 EJ0233
 EJ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU469479(NAD 83)
 EJ0233_MARKER: DD = SURVEY DISK
 EJ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0233_STAMPING: WAR 1939
 EJ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0233+STABILITY: SURFACE MOTION
 EJ0233
 EJ0233  HISTORY     - Date     Condition        Report By
 EJ0233  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0233  HISTORY     - 1961     GOOD             NGS
 EJ0233  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0233
 EJ0233                          STATION DESCRIPTION
 EJ0233
 EJ0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0233'5.4 MI E FROM FERNDALE.
 EJ0233'5.4 MILES EAST ALONG TWELFTH STREET PIKE FROM THE J.W. CARTER STORE AT
 EJ0233'FERNDALE, PULASKI COUNTY, 1.2 MILES NORTHWEST ALONG THE DENTY CUT-OFF
 EJ0233'ROAD, NEAR THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION
 EJ0233'34, T 2 N, R 14 W, 74 FEET SOUTHEAST OF A WOODEN BRIDGE, 60 FEET
 EJ0233'SOUTHWEST OF POWER LINE POLE 195, 24 FEET SOUTH OF THE CENTERLINE OF
 EJ0233'THE ROAD, AND 5 FEET NORTHEAST OF A 14-INCH OAK TREE MARKED BM. A
 EJ0233'STANDARD DISK STAMPED WAR 1939 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0233
 EJ0233                          STATION RECOVERY (1989)
 EJ0233
 EJ0233'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2122 ***********************************************************************
 FF2122  DESIGNATION -  WARE
 FF2122  PID         -  FF2122
 FF2122  STATE/COUNTY-  AR/CRAIGHEAD
 FF2122  USGS QUAD   -  GREENFIELD (1983)
 FF2122
 FF2122                         *CURRENT SURVEY CONTROL
 FF2122  ___________________________________________________________________
 FF2122* NAD 83(1997)-  35 43 58.05221(N)    090 40 32.87787(W)     ADJUSTED  
 FF2122* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 FF2122  ___________________________________________________________________
 FF2122  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FF2122  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FF2122
 FF2122  HORZ ORDER  -  FIRST
 FF2122
 FF2122.The horizontal coordinates were established by classical geodetic methods
 FF2122.and adjusted by the National Geodetic Survey in September 1999..
 FF2122
 FF2122.The orthometric height was scaled from a topographic map.
 FF2122
 FF2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2122
 FF2122.The geoid height was determined by GEOID03.
 FF2122
 FF2122;                    North         East     Units Scale Factor Converg.
 FF2122;SPC AR N     -   156,064.147   519,785.395   MT  0.99993928   +0 46 14.0
 FF2122;SPC AR N     -   512,020.46  1,705,329.25   sFT  0.99993928   +0 46 14.0
 FF2122;UTM  15      - 3,956,802.479   710,197.525   MT  1.00014448   +1 21 28.2
 FF2122
 FF2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2122!SPC AR N     -   0.99998473  x   0.99993928  =   0.99992401
 FF2122!UTM  15      -   0.99998473  x   1.00014448  =   1.00012921
 FF2122
 FF2122:                Primary Azimuth Mark                     Grid Az
 FF2122:SPC AR N     -  JONESBORO RADIO STA KBTM MAST            005 00 05.7
 FF2122:UTM  15      -  JONESBORO RADIO STA KBTM MAST            004 24 51.5
 FF2122
 FF2122|---------------------------------------------------------------------|
 FF2122| PID    Reference Object                     Distance      Geod. Az  |
 FF2122|                                                           dddmmss.s |
 FF2122| FF2109 JONESBORO RADIO STA KBTM MAST       APPROX.12.1 KM 0054619.7 |
 FF2122| FF2271 WARE RM 2                            17.768 METERS 00710     |
 FF2122| FF2102 AIRPORT BCN JONESBORO MUN APT       APPROX.11.4 KM 0105530.8 |
 FF2122| FF2101 NETTLETON MUNICIPAL TANK            APPROX. 9.8 KM 0122140.3 |
 FF2122| FF2270 WARE RM 1                            29.529 METERS 09834     |
 FF2122| FF2272 WARE AZ MK                                         1563912.3 |
 FF2122| FF2103 JONESBORO REA RADIO MAST            APPROX. 9.4 KM 3451854.4 |
 FF2122| FF2104 JONESBORO MUNICIPAL TANK            APPROX.11.1 KM 3452919.6 |
 FF2122| FF2107 JONESBORO CITY WATR LT PLT STK      APPROX.12.7 KM 3475832.5 |
 FF2122| FF2108 JONESBORO ARK STATE COLL STACK      APPROX.11.8 KM 3585152.5 |
 FF2122| FF2106 GRAVEL                              APPROX.13.8 KM 3594255.4 |
 FF2122|---------------------------------------------------------------------|
 FF2122
 FF2122                          SUPERSEDED SURVEY CONTROL
 FF2122
 FF2122  NAD 83(1997)-  35 43 58.05761(N)    090 40 32.87809(W) AD(       ) 1
 FF2122  NAD 83(1986)-  35 43 58.06409(N)    090 40 32.87740(W) AD(       ) 1
 FF2122  NAD 27      -  35 43 57.78750(N)    090 40 32.47700(W) AD(       ) 1
 FF2122
 FF2122.Superseded values are not recommended for survey control.
 FF2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2122.See file dsdata.txt to determine how the superseded data were derived.
 FF2122
 FF2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1019856802(NAD 83)
 FF2122_MARKER: DS = TRIANGULATION STATION DISK
 FF2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2122
 FF2122  HISTORY     - Date     Condition        Report By
 FF2122  HISTORY     - 1954     MONUMENTED       CGS
 FF2122  HISTORY     - 1975     SEE DESCRIPTION  USGS
 FF2122  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF2122
 FF2122                          STATION DESCRIPTION
 FF2122
 FF2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2122'THE STATION IS LOCATED NEAR THE CENTER OF A SMALL CULTIVATED
 FF2122'FIELD ABOUT 12 MILES NORTH OF HARRISBURG, 8 MILES SOUTH
 FF2122'OF JONESBORO AND 6-1/2 MILES WEST-SOUTHWEST OF NETTLETON ON
 FF2122'LAND OWNED BY MR. AUDDIE B. WARE.  IT IS 105.0 FEET SOUTHWEST
 FF2122'OF THE NORTHEAST CORNER OF THE FIELD AND 127.0 FEET NORTHWEST
 FF2122'OF THE SOUTHEAST CORNER OF THE FIELD.  IT PROJECTS 1 INCH
 FF2122'AND IS STAMPED WARE 1954.
 FF2122'
 FF2122'REFERENCE MARK NO. 1 IS 57.0 FEET NORTH OF A FENCE CORNER
 FF2122'AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 5 INCHES AND IS
 FF2122'STAMPED WARE NO 1 1954.
 FF2122'
 FF2122'REFERENCE MARK NO. 2 IS 72.5 FEET WEST OF A FENCE CORNER
 FF2122'AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 2 INCHES AND IS
 FF2122'STAMPED WARE NO 2 1954.
 FF2122'
 FF2122'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFRENCE MARK
 FF2122'NO. 2 IS 114.25 FEET.
 FF2122'
 FF2122'THE AZIMUTH MARK IS LOCATED IN A WOODED AREA, 8.0 FEET WEST
 FF2122'OF THE CENTER OF A TRACK ROAD, 3.0 FEET EAST OF A FORKED
 FF2122'OAK TREE AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 6 INCHES
 FF2122'AND IS STAMPED WARE 1954.
 FF2122'
 FF2122'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 FF2122'63, STATE ROUTE NO. 18 AND STATE ROUTE NO. 1 AT THE SOUTH
 FF2122'END OF THE MAIN STREET IN JONESBORO, GO SOUTH ON STATE ROUTE
 FF2122'NO. 1 FOR 0.45 MILE TO THE JUNCTION WITH STATE ROUTE NO. 39.
 FF2122'HERE GO SOUTHWESTERLY ON STATE ROUTE NO. 39 FOR 3.8 MILES TO
 FF2122'A CROSSROAD AND GRAYS GROCERY IN THE SOUTHEAST ANGLE, HERE
 FF2122'TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 1.0 MILE
 FF2122'TO A FORK, TAKE LEFT FORK AND GO EAST FOR 1.8 MILES TO WHERE
 FF2122'THE MAIN ROAD TURNS RIGHT AND A GRADED ROAD CONTINUES
 FF2122'STRAIGHT AHEAD.  HERE TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO
 FF2122'A SIDE ROAD LEFT, TURN LEFT AND GO EASTERLY FOR 1.25 MILES
 FF2122'TO A T CROSSROAD, TURN RIGHT AND GO SOUTHERLY ON A
 FF2122'GRAVELED ROAD FOR 0.65 MILE TO A FORK, TAKE THE RIGHT
 FF2122'FORK AND FOLLOW A WINDING ROAD SOUTHEASTERLY FOR 1.25
 FF2122'MILES TO A POINT WHERE THE MAIN ROAD TURNS RIGHT AND A DIRT
 FF2122'ROAD GOES TO THE LEFT AND THE STATION STRAIGHT AHEAD IN A
 FF2122'SMALL FIELD AS DESCRIBED.
 FF2122'
 FF2122'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEASTERLY
 FF2122'ACROSS A PASTURE FOR 0.25 MILE TO A WOODED AREA AND THE AZIMUTH
 FF2122'MARK JUST WEST OF THE PASTURE FENCE AS DESCRIBED.
 FF2122'
 FF2122'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FF2122
 FF2122                          STATION RECOVERY (1975)
 FF2122
 FF2122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF2122'STA. MK. - CAP BROKE OFF STEM IS IN PLACE.
 FF2122'
 FF2122'RM 1 AND RM 2 - OK AZ. MK. - NF
 FF2122
 FF2122                          STATION RECOVERY (1979)
 FF2122
 FF2122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (JWW)
 FF2122'FOUND DESTROYED.  MEASUREMENTS WERE MADE FROM R.M. NO. 2.  THE
 FF2122'CONCRETE BASE AND B.M. STEM WERE FOUND INTACT, HOWEVER THE
 FF2122'B.M. CAP HAD BEEN REMOVED.
 FF2122'
 FF2122'R.M. NO. 2 WAS FOUND AS DESCRIBED.
 FF2122'
 FF2122'R.M. NO. 1 WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1466 ***********************************************************************
 DL1466  DESIGNATION -  WARNOCK
 DL1466  PID         -  DL1466
 DL1466  STATE/COUNTY-  AR/COLUMBIA
 DL1466  USGS QUAD   -  MAGNOLIA (1968)
 DL1466
 DL1466                         *CURRENT SURVEY CONTROL
 DL1466  ___________________________________________________________________
 DL1466* NAD 83(1997)-  33 19 13.01639(N)    093 07 35.16304(W)     ADJUSTED  
 DL1466* NAVD 88     -       117.75   (+/-2cm)     386.3    (feet)  VERTCON   
 DL1466  ___________________________________________________________________
 DL1466  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DL1466  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DL1466
 DL1466  HORZ ORDER  -  SECOND
 DL1466  VERT ORDER  -  THIRD ? (See Below)
 DL1466
 DL1466.The horizontal coordinates were established by classical geodetic methods
 DL1466.and adjusted by the National Geodetic Survey in September 1999..
 DL1466
 DL1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1466.The vertical order pertains to the NGVD 29 superseded value.
 DL1466
 DL1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1466
 DL1466.The geoid height was determined by GEOID03.
 DL1466
 DL1466;                    North         East     Units Scale Factor Converg.
 DL1466;SPC AR S     -   473,072.207   295,115.673   MT  0.99999556   -0 37 49.6
 DL1466;SPC AR S     - 1,552,071.07    968,225.34   sFT  0.99999556   -0 37 49.6
 DL1466;UTM  15      - 3,686,801.520   488,231.900   MT  0.99960171   -0 04 10.0
 DL1466
 DL1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1466!SPC AR S     -   0.99998566  x   0.99999556  =   0.99998122
 DL1466!UTM  15      -   0.99998566  x   0.99960171  =   0.99958737
 DL1466
 DL1466:                Primary Azimuth Mark                     Grid Az
 DL1466:SPC AR S     -  VILLAGE FIRE TOWER 86 AFC                082 06 49.4
 DL1466:UTM  15      -  VILLAGE FIRE TOWER 86 AFC                081 33 09.8
 DL1466
 DL1466|---------------------------------------------------------------------|
 DL1466| PID    Reference Object                     Distance      Geod. Az  |
 DL1466|                                                           dddmmss.s |
 DL1466| DL1461 VILLAGE FIRE TOWER 86 AFC           APPROX. 0.8 KM 0812859.8 |
 DL1466| CX7354 WARNOCK AZ MK                                      1723651.7 |
 DL1466| CX7355 WARNOCK RM 1                         13.773 METERS 21413     |
 DL1466| CX7356 WARNOCK RM 2                         25.533 METERS 30410     |
 DL1466|---------------------------------------------------------------------|
 DL1466
 DL1466                          SUPERSEDED SURVEY CONTROL
 DL1466
 DL1466  NAD 83(1997)-  33 19 13.02501(N)    093 07 35.15442(W) AD(       ) 2
 DL1466  NAD 83(1986)-  33 19 13.02760(N)    093 07 35.15341(W) AD(       ) 2
 DL1466  NAD 27      -  33 19 12.57500(N)    093 07 34.56100(W) AD(       ) 2
 DL1466  NGVD 29 (07/19/86)  117.78   (m)          386.4    (f) LEVELING    3  
 DL1466
 DL1466.Superseded values are not recommended for survey control.
 DL1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1466.See file dsdata.txt to determine how the superseded data were derived.
 DL1466
 DL1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8823286802(NAD 83)
 DL1466_MARKER: DS = TRIANGULATION STATION DISK
 DL1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1466
 DL1466  HISTORY     - Date     Condition        Report By
 DL1466  HISTORY     - 1950     MONUMENTED       CGS
 DL1466  HISTORY     - 1963     GOOD             CGS
 DL1466  HISTORY     - 1981     GOOD             MJH
 DL1466
 DL1466                          STATION DESCRIPTION
 DL1466
 DL1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1466'THE STATION IS LOCATED ABOUT 6.5 MILES EAST AND 3.75 MILES NORTH
 DL1466'OF MAGNOLIA, 5.0 MILES EAST AND 2.0 MILES SOUTH OF MC NEIL AND
 DL1466'0.5 MILE WEST OF VILLAGE FIRE TOWER NO. 86 (AFC) ON LAND OWNED BY
 DL1466'MR. R.S. WARNOCK OF MAGNOLIA.  IT IS 39 FEET SOUTH OF THE CENTER
 DL1466'OF GRAVELED ROAD, 28 FEET EAST OF THE CENTER OF TRACK ROAD AND
 DL1466'3.5 FEET NORTH OF WITNESS POST.  IT IS STAMPED WARNOCK 1950 AND
 DL1466'PROJECTS 5 INCHES.
 DL1466'
 DL1466'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 60 FEET SOUTH
 DL1466'OF THE CENTER OF GRAVELED ROAD AND 17 FEET WEST OF THE CENTER OF
 DL1466'TRACK ROAD.  IT IS STAMPED WARNOCK NO 1 1950 AND PROJECTS
 DL1466'2 INCHES.
 DL1466'
 DL1466'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 35 FEET NORTH
 DL1466'OF THE CENTER OF GRAVELED ROAD AND ABOUT 3 FEET LOWER THAN THE
 DL1466'STATION IN ELEVATION.  IT IS STAMPED WARNOCK NO 2 1950 AND
 DL1466'PROJECTS 3 INCHES.
 DL1466'
 DL1466'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 DL1466'IS 95.1 FEET.
 DL1466'
 DL1466'THE AZIMUTH MARK IS SOUTH OF THE STATION, 53 FEET NORTH-NORTHWEST
 DL1466'OF THE CENTER OF WIRE GATE, 30 FEET WEST OF THE CENTER OF TRACK
 DL1466'ROAD, 1.5 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF
 DL1466'NORTH-SOUTH FENCE LINE.  IT IS STAMPED WARNOCK 1950 AND
 DL1466'PROJECTS 4 INCHES.
 DL1466'
 DL1466'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TRACK
 DL1466'ROAD FOR 0.2 MILE TO HOUSE AND GARAGE, TURN RIGHT THROUGH GATE
 DL1466'JUST SOUTH OF GARAGE AND GO WEST AND SOUTH ON TRACK ROAD FOR
 DL1466'0.15 MILE TO WIRE GATE AND AZIMUTH MARK AS DESCRIBED.
 DL1466'
 DL1466'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 79
 DL1466'ONE BLOCK EAST OF THE SQUARE IN MAGNOLIA, GO NORTH ON U.S.
 DL1466'HIGHWAY 79 FOR 0.15 MILE TO STOP LIGHT AT THE SOUTHWEST CORNER OF
 DL1466'SCHOOL, TURN RIGHT AND GO EAST AND NORTHEAST FOR 0.8 MILE TO
 DL1466'FORKS, TAKE RIGHT FORK AND CONTINUE ON MAIN ROAD FOR 3.8 MILES
 DL1466'TO FORKS WITH WHITE HOUSE IN THE CENTER, TAKE LEFT FORK AND
 DL1466'FOLLOW MAIN ROAD NORTHEAST FOR 3.5 MILES TO A TRACK ROAD ON THE
 DL1466'RIGHT AND STATION AS DESCRIBED.
 DL1466'
 DL1466'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1466
 DL1466                          STATION RECOVERY (1963)
 DL1466
 DL1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1466'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1466'CONDITION.  THE MAIN ROAD PAST THE STATION HAS BEEN HARD-SURFACED.
 DL1466'
 DL1466'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1466'FOR RECOVERY.
 DL1466
 DL1466                          STATION RECOVERY (1981)
 DL1466
 DL1466'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1981 (ED)
 DL1466'WARNOCK 1950 RECOVERED GOOD.
 DL1466'
 DL1466'REF. MARKS NOT SEARCHED FOR.
 DL1466'
 DL1466'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MI. E. AND 3.75 MI.
 DL1466'NO. OF MAGNOLIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1271 ***********************************************************************
 DL1271  DESIGNATION -  WARREN AR PWR LT CO MW
 DL1271  PID         -  DL1271
 DL1271  STATE/COUNTY-  AR/BRADLEY
 DL1271  USGS QUAD   -  WARREN (1985)
 DL1271
 DL1271                         *CURRENT SURVEY CONTROL
 DL1271  ___________________________________________________________________
 DL1271* NAD 83(1997)-  33 30 11.64222(N)    092 02 52.01245(W)     ADJUSTED  
 DL1271* NAVD 88     -                                                        
 DL1271  ___________________________________________________________________
 DL1271  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DL1271  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL1271
 DL1271  HORZ ORDER  -  THIRD
 DL1271
 DL1271.The horizontal coordinates were established by classical geodetic methods
 DL1271.and adjusted by the National Geodetic Survey in September 1999..
 DL1271
 DL1271
 DL1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1271
 DL1271.The geoid height was determined by GEOID03.
 DL1271
 DL1271;                    North         East     Units Scale Factor Converg.
 DL1271;SPC AR S     -   492,787.228   395,560.384   MT  0.99996115   -0 01 36.3
 DL1271;SPC AR S     - 1,616,752.76  1,297,767.69   sFT  0.99996115   -0 01 36.3
 DL1271;UTM  15      - 3,707,483.471   588,445.511   MT  0.99969644   +0 31 32.3
 DL1271
 DL1271                          SUPERSEDED SURVEY CONTROL
 DL1271
 DL1271  NAD 83(1986)-  33 30 11.65263(N)    092 02 52.00646(W) AD(       ) 4
 DL1271  NAD 27      -  33 30 11.25332(N)    092 02 51.51636(W) AD(       ) 3
 DL1271
 DL1271.Superseded values are not recommended for survey control.
 DL1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1271.See file dsdata.txt to determine how the superseded data were derived.
 DL1271
 DL1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8844607483(NAD 83)
 DL1271_MARKER: 44 = MICROWAVE MAST
 DL1271
 DL1271  HISTORY     - Date     Condition        Report By
 DL1271  HISTORY     - 1965     FIRST OBSERVED   CGS
 DL1271
 DL1271                          STATION DESCRIPTION
 DL1271
 DL1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1271'STATION IS LOCATED ON A LOW TIMBER COVERED HILL, ABOUT 8 MILES
 DL1271'SOUTH-SOUTHEAST OF WARREN AND ABOUT 0.05 MILE SOUTHEAST OF
 DL1271'THE SALINE BAPTIST CHURCH.
 DL1271'
 DL1271'STATION CONSISTS OF TWO SLENDER TRIANGULAR SHAPED STEEL MASTS
 DL1271'WHICH ARE ABOUT 220 FEET IN HEIGHT, PAINTED ORANGE-WHITE SECTIONS
 DL1271'ALTERNATELY AND CONNECTED BY STEEL TIES.  TWO RECTANGULAR FANS
 DL1271'AND A RED LIGHT ARE MOUNTED AT THE TOP OF THE STRUCTURE.  THERE
 DL1271'IS A SMALL COMMUNICATIONS BUILDING ON THE GROUND BETWEEN THE
 DL1271'TWO MASTS.  THE SMALL BUILDING HAS A BOWL SHAPED ANTENNA FAN
 DL1271'MOUNTED ON TOP.
 DL1271'
 DL1271'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1266 ***********************************************************************
 DL1266  DESIGNATION -  WARREN BRADLEY LUMBER LG STK
 DL1266  PID         -  DL1266
 DL1266  STATE/COUNTY-  AR/BRADLEY
 DL1266  USGS QUAD   -  WARREN (1985)
 DL1266
 DL1266                         *CURRENT SURVEY CONTROL
 DL1266  ___________________________________________________________________
 DL1266* NAD 83(1997)-  33 36 21.01014(N)    092 04 05.94434(W)     ADJUSTED  
 DL1266* NAVD 88     -                                                        
 DL1266  ___________________________________________________________________
 DL1266  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DL1266  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL1266
 DL1266  HORZ ORDER  -  THIRD
 DL1266
 DL1266.The horizontal coordinates were established by classical geodetic methods
 DL1266.and adjusted by the National Geodetic Survey in September 1999..
 DL1266
 DL1266
 DL1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1266
 DL1266.The geoid height was determined by GEOID03.
 DL1266
 DL1266;                    North         East     Units Scale Factor Converg.
 DL1266;SPC AR S     -   504,167.836   393,659.807   MT  0.99994627   -0 02 17.7
 DL1266;SPC AR S     - 1,654,090.64  1,291,532.22   sFT  0.99994627   -0 02 17.7
 DL1266;UTM  15      - 3,718,842.254   586,435.671   MT  0.99969210   +0 30 56.5
 DL1266
 DL1266                          SUPERSEDED SURVEY CONTROL
 DL1266
 DL1266  NAD 83(1986)-  33 36 21.02049(N)    092 04 05.93840(W) AD(       ) 4
 DL1266  NAD 27      -  33 36 20.64200(N)    092 04 05.41900(W) AD(       ) 3
 DL1266
 DL1266.Superseded values are not recommended for survey control.
 DL1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1266.See file dsdata.txt to determine how the superseded data were derived.
 DL1266
 DL1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8643618842(NAD 83)
 DL1266_MARKER: 63 = STACK
 DL1266
 DL1266  HISTORY     - Date     Condition        Report By
 DL1266  HISTORY     - 1939     FIRST OBSERVED   CGS
 DL1266  HISTORY     - 1942     GOOD             CGS
 DL1266
 DL1266                          STATION DESCRIPTION
 DL1266
 DL1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1266'POINT OBSERVED WAS CENTER OF THE LARGER OF TWO STACKS, AT
 DL1266'THE BRADLEY LUMBER COMPANY MILL, LOCATED AT THE SW EDGE
 DL1266'OF WARREN, AND 0.4 MILE NE OF TRIANGULATION STATION WARREN.
 DL1266'STACK IS A STEEL STRUCTURE PAINTED BLACK, APPROXIMATELY
 DL1266'100 FEET HIGH.
 DL1266'
 DL1266'OBSERVED UPON FROM TRIANGULATION STATION WARREN, SAWYER,
 DL1266'WALL AND YARBROUGH.
 DL1266
 DL1266                          STATION RECOVERY (1942)
 DL1266
 DL1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1266'THIS INTERSECTION STATION IS LOCATED IN THE SW PART OF WARREN,
 DL1266'TWO BLOCKS S OF WEST CENTRAL STREET, ONE BLOCK E OF SOUTH
 DL1266'MARTIN STREET AND NEAR THE N SIDE OF THE BRADLEY LUMBER
 DL1266'COMPANY MILL.  IT IS ABOUT 40 FEET SE OF THE BRADLEY LUMBER
 DL1266'COMPANY WATER TANK AND 40 FEET SE OF A MUCH SMALLER METAL
 DL1266'STACK.  IT IS A BRICK STACK, PAINTED BLACK, AND IS APPROXIMATELY
 DL1266'100 FEET HIGH.
 DL1266'
 DL1266'POINT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1267 ***********************************************************************
 DL1267  DESIGNATION -  WARREN BRADLEY LUMBER MILL TK
 DL1267  PID         -  DL1267
 DL1267  STATE/COUNTY-  AR/BRADLEY
 DL1267  USGS QUAD   -  WARREN (1985)
 DL1267
 DL1267                         *CURRENT SURVEY CONTROL
 DL1267  ___________________________________________________________________
 DL1267* NAD 83(1997)-  33 36 24.19059(N)    092 04 09.35687(W)     ADJUSTED  
 DL1267* NAVD 88     -                                                        
 DL1267  ___________________________________________________________________
 DL1267  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DL1267  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL1267
 DL1267  HORZ ORDER  -  THIRD
 DL1267
 DL1267.The horizontal coordinates were established by classical geodetic methods
 DL1267.and adjusted by the National Geodetic Survey in September 1999..
 DL1267
 DL1267
 DL1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1267
 DL1267.The geoid height was determined by GEOID03.
 DL1267
 DL1267;                    North         East     Units Scale Factor Converg.
 DL1267;SPC AR S     -   504,265.879   393,571.902   MT  0.99994615   -0 02 19.6
 DL1267;SPC AR S     - 1,654,412.30  1,291,243.82   sFT  0.99994615   -0 02 19.6
 DL1267;UTM  15      - 3,718,939.418   586,346.845   MT  0.99969192   +0 30 54.7
 DL1267
 DL1267                          SUPERSEDED SURVEY CONTROL
 DL1267
 DL1267  NAD 83(1986)-  33 36 24.20095(N)    092 04 09.35088(W) AD(       ) 4
 DL1267  NAD 27      -  33 36 23.81500(N)    092 04 08.84900(W) AD(       ) 3
 DL1267
 DL1267.Superseded values are not recommended for survey control.
 DL1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1267.See file dsdata.txt to determine how the superseded data were derived.
 DL1267
 DL1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8634718939(NAD 83)
 DL1267_MARKER: 53 = ELEVATED TANK
 DL1267
 DL1267  HISTORY     - Date     Condition        Report By
 DL1267  HISTORY     - 1939     FIRST OBSERVED   CGS
 DL1267  HISTORY     - 1942     GOOD             CGS
 DL1267  HISTORY     - 1952     GOOD             CGS
 DL1267
 DL1267                          STATION DESCRIPTION
 DL1267
 DL1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1267'POINT OBSERVED UPON WAS THE FINIAL WATER TANK AT THE BRADLEY
 DL1267'LUMBER COMPANY MILL, LOCATED AT THE SW EDGE OF WARREN AND
 DL1267'0.4 MILE NE OF TRIANGULATION STATION WARREN.  TANK IS A
 DL1267'STEEL STRUCTURE, PAINTED SILVER, WITH TRADE MARK OF COMPANY
 DL1267'PAINTED ON SIDE OF TANK.  IT IS THE LARGER OF TWO TANKS
 DL1267'AND IS APPROXIMATELY 100 FEET HIGH.
 DL1267'
 DL1267'OBSERVED UPON FROM TRIANGULATION STATIONS SAWYER, RELFS AND
 DL1267'YARBROUGH.
 DL1267
 DL1267                          STATION RECOVERY (1942)
 DL1267
 DL1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1267'THIS INTERSECTION STATION IS IN THE SW PART OF WARREN, TWO
 DL1267'BLOCKS S OF WEST CENTRAL STREET, ONE BLOCK E OF SOUTH MARTIN
 DL1267'STREET AND NEAR THE N SIDE OF THE BRADLEY LUMBER COMPANY
 DL1267'MILL.  IT IS ABOUT 40 FEET NW OF THE BRADLEY LUMBER COMPANY
 DL1267'STACK.
 DL1267'
 DL1267'IT IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL TRUSSWORK
 DL1267'TOWER.  THE TANK AND SUPPORTING TOWER ARE PAINTED GRAY.
 DL1267'
 DL1267'THE POINT LOCATED WAS A BALL AT THE CENTER OF THE CONICAL
 DL1267'ROOF OF THE TANK.
 DL1267
 DL1267                          STATION RECOVERY (1952)
 DL1267
 DL1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1267'THE STATION WAS RECOVERED AND THE ORIGINAL DESCRIPTION IS
 DL1267'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1269 ***********************************************************************
 DL1269  DESIGNATION -  WARREN BRADLEY LUMBER SM STK
 DL1269  PID         -  DL1269
 DL1269  STATE/COUNTY-  AR/BRADLEY
 DL1269  USGS QUAD   -  WARREN (1985)
 DL1269
 DL1269                         *CURRENT SURVEY CONTROL
 DL1269  ___________________________________________________________________
 DL1269* NAD 83(1997)-  33 36 21.89656(N)    092 04 05.67337(W)     ADJUSTED  
 DL1269* NAVD 88     -                                                        
 DL1269  ___________________________________________________________________
 DL1269  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DL1269  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL1269
 DL1269  HORZ ORDER  -  THIRD
 DL1269
 DL1269.The horizontal coordinates were established by classical geodetic methods
 DL1269.and adjusted by the National Geodetic Survey in September 1999..
 DL1269
 DL1269
 DL1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1269
 DL1269.The geoid height was determined by GEOID03.
 DL1269
 DL1269;                    North         East     Units Scale Factor Converg.
 DL1269;SPC AR S     -   504,195.140   393,666.810   MT  0.99994623   -0 02 17.5
 DL1269;SPC AR S     - 1,654,180.22  1,291,555.19   sFT  0.99994623   -0 02 17.5
 DL1269;UTM  15      - 3,718,869.618   586,442.409   MT  0.99969212   +0 30 56.7
 DL1269
 DL1269                          SUPERSEDED SURVEY CONTROL
 DL1269
 DL1269  NAD 83(1986)-  33 36 21.90653(N)    092 04 05.66817(W) AD(       ) 4
 DL1269  NAD 27      -  33 36 21.52000(N)    092 04 05.16600(W) AD(       ) 3
 DL1269
 DL1269.Superseded values are not recommended for survey control.
 DL1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1269.See file dsdata.txt to determine how the superseded data were derived.
 DL1269
 DL1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8644218870(NAD 83)
 DL1269_MARKER: 63 = STACK
 DL1269
 DL1269  HISTORY     - Date     Condition        Report By
 DL1269  HISTORY     - 1939     FIRST OBSERVED   CGS
 DL1269
 DL1269                          STATION DESCRIPTION
 DL1269
 DL1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1269'POINT OBSERVED UPON WAS CENTER OF THE SMALLER OF TWO
 DL1269'STEEL STACKS OF THE BRADLEY LUMBER COMPANY MILL, LOCATED
 DL1269'AT THE SW EDGE OF WARREN AND 0.4 MILE NE OF TRIANGULATION
 DL1269'STATION WARREN.  STACK IS PAINTED BLACK AND IS APPROXIMATELY
 DL1269'75 FEET HIGH.
 DL1269'
 DL1269'OBSERVED FROM TRIANGULATION STATIONS WALL, WARREN AND SAWYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1270 ***********************************************************************
 DL1270  DESIGNATION -  WARREN BRADLEY MILL BURNER
 DL1270  PID         -  DL1270
 DL1270  STATE/COUNTY-  AR/BRADLEY
 DL1270  USGS QUAD   -  WARREN (1985)
 DL1270
 DL1270                         *CURRENT SURVEY CONTROL
 DL1270  ___________________________________________________________________
 DL1270* NAD 83(1997)-  33 36 22.84749(N)    092 04 04.07167(W)     ADJUSTED  
 DL1270* NAVD 88     -                                                        
 DL1270  ___________________________________________________________________
 DL1270  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DL1270  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL1270
 DL1270  HORZ ORDER  -  THIRD
 DL1270
 DL1270.The horizontal coordinates were established by classical geodetic methods
 DL1270.and adjusted by the National Geodetic Survey in September 1999..
 DL1270
 DL1270
 DL1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1270
 DL1270.The geoid height was determined by GEOID03.
 DL1270
 DL1270;                    North         East     Units Scale Factor Converg.
 DL1270;SPC AR S     -   504,224.409   393,708.120   MT  0.99994620   -0 02 16.6
 DL1270;SPC AR S     - 1,654,276.25  1,291,690.72   sFT  0.99994620   -0 02 16.6
 DL1270;UTM  15      - 3,718,899.277   586,483.423   MT  0.99969221   +0 30 57.6
 DL1270
 DL1270                          SUPERSEDED SURVEY CONTROL
 DL1270
 DL1270  NAD 83(1986)-  33 36 22.85783(N)    092 04 04.06572(W) AD(       ) 4
 DL1270  NAD 27      -  33 36 22.47400(N)    092 04 03.55800(W) AD(       ) 3
 DL1270
 DL1270.Superseded values are not recommended for survey control.
 DL1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1270.See file dsdata.txt to determine how the superseded data were derived.
 DL1270
 DL1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8648318899(NAD 83)
 DL1270
 DL1270  HISTORY     - Date     Condition        Report By
 DL1270  HISTORY     - 1939     FIRST OBSERVED   CGS
 DL1270
 DL1270                          STATION DESCRIPTION
 DL1270
 DL1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1270'POINT OBSERVED UPON WAS TIP OF POINTED TOP OF TRASH BURNER
 DL1270'AT THE BRADLEY LUMBER COMPANY, LOCATED AT THE SW EDGE OF WARREN,
 DL1270'AND 0.4 MILE NW OF TRIANGULATION STATION WARREN.  BURNER IS A
 DL1270'STEEL STRUCTURE, PAINTED BLACK, WITH WIRE MESH TOP, APPROXIMATELY
 DL1270'75 FEET HIGH.
 DL1270'
 DL1270'OBSRVED UPON FROM TRIANGULATION STATIONS WARREN, SAWYER AND
 DL1270'YARBROUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0067 ***********************************************************************
 DL0067  DESIGNATION -  WARREN MAG STATION
 DL0067  PID         -  DL0067
 DL0067  STATE/COUNTY-  AR/BRADLEY
 DL0067  USGS QUAD   -  WARREN (1985)
 DL0067
 DL0067                         *CURRENT SURVEY CONTROL
 DL0067  ___________________________________________________________________
 DL0067* NAD 83(1986)-  33 36 52.     (N)    092 03 47.     (W)     SCALED    
 DL0067* NAVD 88     -        66.044  (meters)     216.68   (feet)  ADJUSTED  
 DL0067  ___________________________________________________________________
 DL0067  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL0067  DYNAMIC HT  -          65.977 (meters)     216.46  (feet)  COMP
 DL0067  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 DL0067
 DL0067  VERT ORDER  -  SECOND    CLASS 0
 DL0067
 DL0067.The horizontal coordinates were scaled from a topographic map and have
 DL0067.an estimated accuracy of +/- 6 seconds.
 DL0067
 DL0067.The orthometric height was determined by differential leveling
 DL0067.and adjusted by the National Geodetic Survey in June 1991..
 DL0067
 DL0067.The geoid height was determined by GEOID03.
 DL0067
 DL0067.The dynamic height is computed by dividing the NAVD 88
 DL0067.geopotential number by the normal gravity value computed on the
 DL0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0067.degrees latitude (g = 980.6199 gals.).
 DL0067
 DL0067.The modeled gravity was interpolated from observed gravity values.
 DL0067
 DL0067;                    North         East    Units  Estimated Accuracy
 DL0067;SPC AR S     -   505,120.      394,150.      MT  (+/- 180 meters Scaled)
 DL0067
 DL0067                          SUPERSEDED SURVEY CONTROL
 DL0067
 DL0067  NGVD 29 (??/??/92)   66.13   (m)          217.0    (f) COMPUTED    2 0
 DL0067
 DL0067.Superseded values are not recommended for survey control.
 DL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0067.See file dsdata.txt to determine how the superseded data were derived.
 DL0067
 DL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT869198(NAD 83)
 DL0067_MARKER: DM = MAGNETIC STATION DISK
 DL0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0067_STAMPING: MAGNETIC STATION
 DL0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0067+STABILITY: SURFACE MOTION
 DL0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0067+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 DL0067
 DL0067  HISTORY     - Date     Condition        Report By
 DL0067  HISTORY     - UNK      MONUMENTED       CGS
 DL0067  HISTORY     - 1945     GOOD             NGS
 DL0067  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL0067  HISTORY     - 20050329 GOOD             INDIV
 DL0067
 DL0067                          STATION DESCRIPTION
 DL0067
 DL0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DL0067'IN WARREN.
 DL0067'AT WARREN, BRADLEY COUNTY, 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DL0067'OF THE COUNTY COURTHOUSE, AT THE SOUTH PORTION OF THE COURT YARD, 60
 DL0067'FEET WEST OF THE STREET CURB AT THE EAST SIDE OF THE BUILDING, AND 50
 DL0067'FEET NORTH OF THE STREET CURB AT THE SOUTH SIDE OF THE BUILDING.  A
 DL0067'STANDARD DISK, STAMPED MAGNETIC STATION AND SET IN THE TOP OF A
 DL0067'CONCRETE POST.  NOTE-- DESCRIPTION PUTS MARK IN A VERY WELL-KEPT LAWN.
 DL0067
 DL0067                          STATION RECOVERY (1973)
 DL0067
 DL0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DL0067'MARK NOT FOUND.
 DL0067
 DL0067                          STATION RECOVERY (2005)
 DL0067
 DL0067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MMW)
 DL0067'THIS MARK IS IN GOOD CONDITION AND ABOUT 4-5CM BELOW GROUND SURFACE,
 DL0067'BUT HAS BEEN DUG UP AND A STEEL PLATE PLACED ON TOP OF IT TO PREVENT
 DL0067'DIRT FROM FILLING BACK IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1265 ***********************************************************************
 DL1265  DESIGNATION -  WARREN MUNICIPAL TANK
 DL1265  PID         -  DL1265
 DL1265  STATE/COUNTY-  AR/BRADLEY
 DL1265  USGS QUAD   -  WARREN (1985)
 DL1265
 DL1265                         *CURRENT SURVEY CONTROL
 DL1265  ___________________________________________________________________
 DL1265* NAD 83(1997)-  33 37 09.92564(N)    092 03 50.64462(W)     ADJUSTED  
 DL1265* NAVD 88     -                                                        
 DL1265  ___________________________________________________________________
 DL1265  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DL1265  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL1265
 DL1265  HORZ ORDER  -  THIRD
 DL1265
 DL1265.The horizontal coordinates were established by classical geodetic methods
 DL1265.and adjusted by the National Geodetic Survey in September 1999..
 DL1265
 DL1265
 DL1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1265
 DL1265.The geoid height was determined by GEOID03.
 DL1265
 DL1265;                    North         East     Units Scale Factor Converg.
 DL1265;SPC AR S     -   505,674.577   394,055.161   MT  0.99994453   -0 02 09.1
 DL1265;SPC AR S     - 1,659,034.01  1,292,829.31   sFT  0.99994453   -0 02 09.1
 DL1265;UTM  15      - 3,720,352.365   586,816.342   MT  0.99969292   +0 31 05.6
 DL1265
 DL1265                          SUPERSEDED SURVEY CONTROL
 DL1265
 DL1265  NAD 83(1986)-  33 37 09.93595(N)    092 03 50.63862(W) AD(       ) 4
 DL1265  NAD 27      -  33 37 09.57000(N)    092 03 50.13000(W) AD(       ) 3
 DL1265
 DL1265.Superseded values are not recommended for survey control.
 DL1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1265.See file dsdata.txt to determine how the superseded data were derived.
 DL1265
 DL1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8681620352(NAD 83)
 DL1265_MARKER: 53 = ELEVATED TANK
 DL1265
 DL1265  HISTORY     - Date     Condition        Report By
 DL1265  HISTORY     - 1939     FIRST OBSERVED   CGS
 DL1265
 DL1265                          STATION DESCRIPTION
 DL1265
 DL1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1265'POINT OBSERVED UPON WAS FINIAL OF THE MUNICIPAL WATER TANK OF
 DL1265'WARREN.  TANK IS A STEEL STRUCTURE PAINTED SILVER, APPROXIMATELY
 DL1265'100 FEET HIGH, AND IS LOCATED AT N EDGE OF TOWN, TWO BLOCKS
 DL1265'N OF INTERSECTION OF HIGHWAYS 15 AND B.
 DL1265'
 DL1265'OBSERVED UPON FROM TRIANGULATION STATIONS WARREN AND YARBROUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1268 ***********************************************************************
 DL1268  DESIGNATION -  WARREN RESET
 DL1268  PID         -  DL1268
 DL1268  STATE/COUNTY-  AR/BRADLEY
 DL1268  USGS QUAD   -  WARREN (1985)
 DL1268
 DL1268                         *CURRENT SURVEY CONTROL
 DL1268  ___________________________________________________________________
 DL1268* NAD 83(1997)-  33 36 11.37026(N)    092 04 27.11547(W)     ADJUSTED  
 DL1268* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 DL1268  ___________________________________________________________________
 DL1268  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DL1268  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL1268
 DL1268  HORZ ORDER  -  FIRST
 DL1268
 DL1268.The horizontal coordinates were established by classical geodetic methods
 DL1268.and adjusted by the National Geodetic Survey in September 1999..
 DL1268
 DL1268.The orthometric height was scaled from a topographic map.
 DL1268
 DL1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1268
 DL1268.The geoid height was determined by GEOID03.
 DL1268
 DL1268;                    North         East     Units Scale Factor Converg.
 DL1268;SPC AR S     -   503,871.229   393,113.822   MT  0.99994661   -0 02 29.5
 DL1268;SPC AR S     - 1,653,117.52  1,289,740.93   sFT  0.99994661   -0 02 29.5
 DL1268;UTM  15      - 3,718,540.460   585,892.717   MT  0.99969095   +0 30 44.7
 DL1268
 DL1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1268!SPC AR S     -   0.99999120  x   0.99994661  =   0.99993781
 DL1268!UTM  15      -   0.99999120  x   0.99969095  =   0.99968215
 DL1268
 DL1268|---------------------------------------------------------------------|
 DL1268| PID    Reference Object                     Distance      Geod. Az  |
 DL1268|                                                           dddmmss.s |
 DL1268| DL1263 WARREN RM 3                          12.528 METERS 00841     |
 DL1268| CY6714 WARREN RM 4                          12.524 METERS 00848     |
 DL1268| CY6712 WARREN RM 1                          75.786 METERS 02144     |
 DL1268| DL1265 WARREN MUNICIPAL TANK               APPROX. 2.0 KM 0273122.3 |
 DL1268| DL1267 WARREN BRADLEY LUMBER MILL TK       APPROX. 0.6 KM 0491245.3 |
 DL1268| DL1270 WARREN BRADLEY MILL BURNER          APPROX. 0.7 KM 0591410.6 |
 DL1268| DL1269 WARREN BRADLEY LUMBER SM STK        APPROX. 0.6 KM 0593556.4 |
 DL1268| DL1266 WARREN BRADLEY LUMBER LG STK        APPROX. 0.6 KM 0612643.6 |
 DL1268| CY6713 WARREN RM 2                          45.461 METERS 25726     |
 DL1268| CY6711 WARREN AZ MK                                       3264109.7 |
 DL1268| DL1262 WARREN SOUTHERN LUMBER CO TANK      APPROX. 1.9 KM 3392519.4 |
 DL1268| DL1264 WARREN SOUTHERN LUMBER CO STK       APPROX. 2.1 KM 3423006.2 |
 DL1268|---------------------------------------------------------------------|
 DL1268
 DL1268                          SUPERSEDED SURVEY CONTROL
 DL1268
 DL1268  NAD 83(1986)-  33 36 11.38063(N)    092 04 27.10946(W) AD(       ) 1
 DL1268  NAD 27      -  33 36 10.99200(N)    092 04 26.61200(W) AD(       ) 1
 DL1268
 DL1268.Superseded values are not recommended for survey control.
 DL1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1268.See file dsdata.txt to determine how the superseded data were derived.
 DL1268
 DL1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8589318540(NAD 83)
 DL1268_MARKER: DS = TRIANGULATION STATION DISK
 DL1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1268
 DL1268  HISTORY     - Date     Condition        Report By
 DL1268  HISTORY     - 1939     MONUMENTED       CGS
 DL1268  HISTORY     - 1942     GOOD             CGS
 DL1268  HISTORY     - 1952     GOOD             CGS
 DL1268  HISTORY     - 1964     GOOD             CGS
 DL1268
 DL1268                          STATION DESCRIPTION
 DL1268
 DL1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1268'STATION IS IN THE SW EDGE OF WARREN, JUST SW OF THE BRADLEY
 DL1268'LUMBER COMPANY MILL.  MARK PROJECTS 8 INCHES.
 DL1268'
 DL1268'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1268'BRONZE DISKS SET IN CONCRETE.
 DL1268'
 DL1268'REFERENCE MARK NO. 1 IS IN E FENCE CORNER, 23 FEET E OF W FENCE
 DL1268'CORNER AT N END OF FIELD.  MARK PROJECTS 8 INCHES.
 DL1268'
 DL1268'REFERENCE MARK NO. 2 IS IN E FENCE OF YARD, 6 FEET N OF SE
 DL1268'CORNER 22 FEET S OF GATE, 14 FEET S OF WATER METER COVER.  MARK
 DL1268'PROJECTS 6 INCHES.
 DL1268'
 DL1268'AZIMUTH MARK IS AT SE CORNER OF SMALL FRAME HOUSE WHICH IS
 DL1268'THE THIRD HOUSE FROM E END OF ROW OF 8 HOUSES, 23 FEET N OF
 DL1268'CENTER LINE OF DIRT ROAD, 42 FEET NW OF OAK TREE.  MARK PROJECTS
 DL1268'6 INCHES.
 DL1268'
 DL1268'REACHED FROM STATION BY DRIVING N ON GRAVEL FOR 0.25 MILE, TURN
 DL1268'W ON DIRT STREET AND DRIVE 0.35 MILE TO MARK ON RIGHT.
 DL1268'
 DL1268'TO REACH STATION FROM THE POST OFFICE ON MAIN STREET OF TOWN,
 DL1268'DRIVE S 0.2 MILE TO JUNCTION OF HIGHWAYS 15 AND 4.  TURN RIGHT,
 DL1268'W, ON HIGHWAY 4 AND DRIVE 0.4 MILE.  TURN LEFT, S, ON SOUTH
 DL1268'MARTIN STREET AND DRIVE 0.5 MILE TO STATION ON LEFT IN CENTER OF
 DL1268'SMALL TRIANGULAR FIELD, 125 FEET NE OF SW CORNER, 150 FEET S
 DL1268'OF N CORNER, 130 FEET NW OF SE CORNER, 48 FEET E OF N-S FENCE
 DL1268'LINE.
 DL1268'
 DL1268'A 90-FOOT TOWER WILL SEE YARBROUGH, SAWYER, WALL AND RADIO.
 DL1268
 DL1268                          STATION RECOVERY (1942)
 DL1268
 DL1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1268'STATION RECOVERED AS DESCRIBED IN 1939.  COMPLETE DESCRIPTION
 DL1268'FOLLOWS--
 DL1268'
 DL1268'STATION IS LOCATED IN THE SW EDGE OF WARREN, ABOUT 1-1/2 BLOCKS
 DL1268'SW OF THE BRADLEY LUMBER COMPANY MILL AND ON THE PROPERTY OF
 DL1268'H. PEARSON.  IT IS NEAR THE CENTER OF A SMALL FENCED PASTURE,
 DL1268'ABOUT 75 FEET E OF THE CENTER LINE OF SOUTH MARTIN STREET, 35
 DL1268'YARDS N OF A SMALL HOUSE AND 47 FEET E OF A WIRE FENCE AND WHITE
 DL1268'REFERENCE POST.  IT IS STAMPED WARREN 1939 AND PROJECTS 8
 DL1268'INCHES.
 DL1268'
 DL1268'REFERENCE MARK NO. 1 IS NEAR THE N END OF THE PASTURE AND 22 FEET
 DL1268'E OF THE N-S WIRE FENCE ON THE W SIDE OF THE PASTURE.  IT IS
 DL1268'STAMPED WARREN NO. 1 1939 AND PROJECTS 8 INCHES.
 DL1268'
 DL1268'REFERENCE MARK NO. 2 IS 42 FEET W OF THE CENTER LINE OF SOUTH
 DL1268'MARTIN STREET, ABOUT 30 FEET SE OF THE SE CORNER OF A SMALL
 DL1268'WHITE HOUSE, ON THE E SIDE OF A YARD FENCE, 22 FEET S OF THE
 DL1268'GATE, AND 14 FEET S OF A WATER METER.  IT IS STAMPED WARREN NO. 2
 DL1268'1939 AND PROJECTS 6 INCHES.
 DL1268'
 DL1268'THE AZIMUTH MARK IS AT THE SE CORNER OF A SMALL FRAME HOUSE,
 DL1268'WHICH IS THE THIRD HOUSE FROM THE E END OF A ROW OF EIGHT HOUSES,
 DL1268'23 FEET N OF THE CENTER LINE OF A DIRT STREET AND 42 FEET NW
 DL1268'OF AN OAK STUMP.  IT IS STAMPED WARREN 1939 AND PROJECTS 6
 DL1268'INCHES.
 DL1268'
 DL1268'TO REACH FROM THE STATION GO N ON SOUTH MARTIN STREET FOR 0.25
 DL1268'MILE AND TURN LEFT, W, ON A NARROW DIRT STREET, GO 0.35 MILE
 DL1268'TO THE AZIMUTH MARK ON THE N SIDE OF THE STREET.
 DL1268'
 DL1268'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND CENTRAL
 DL1268'STREETS GO W ON CENTRAL STREET FOR 0.4 MILE AND TURN LEFT, S,
 DL1268'ON SOUTH MARTIN STREET, GO 0.5 MILE TO A SMALL FENCED PASTURE
 DL1268'AND THE STATION ON THE LEFT.
 DL1268'
 DL1268'OBSERVATIONS TAKEN FROM A 126-FOOT STEEL TOWER.
 DL1268'
 DL1268'116-FOOT SIGNALS AT LACEY, MOSELEY AND YARBROUGH ARE VISIBLE
 DL1268'AT 116 FEET.
 DL1268'
 DL1268'90-FOOT SIGNALS AT SAWYER AND WALL ARE VISIBLE AT 116 FEET.
 DL1268
 DL1268                          STATION RECOVERY (1952)
 DL1268
 DL1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1268'THE STATION WAS RECOVERED AND MARKS FOUND IN GOOD CONDITION.
 DL1268'BECAUSE OF A HOUSE HAVING BEEN BUILT TOO NEAR THE STATION MARK
 DL1268'TO ALLOW THE ERECTION OF A STEEL TOWER, REFERENCE MARK 3 WAS
 DL1268'SET AND OCCUPIED.  THE AZIMUTH MARK WAS OBSTRUCTED FROM THE
 DL1268'STATION MARK BY A HOUSE.  A COMPLETE DESCRIPTION FOLLOWS--
 DL1268'
 DL1268'THE STATION IS IN THE SOUTHWEST EDGE OF WARREN, ON LAND OWNED
 DL1268'BY H.W. PEARSON, 70 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 DL1268'AND 6 FEET NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE.
 DL1268'
 DL1268'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4
 DL1268'AND 15 IN WARREN, GO WEST ON HIGHWAY 4 FOR 0.4 MILE TO A SIDE
 DL1268'STREET LEFT, TURN LEFT AND GO SOUTH ON MARTIN STREET FOR 0.5
 DL1268'MILE TO THE STATION ON THE LEFT.
 DL1268'
 DL1268'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1268'WARREN 1939.
 DL1268'
 DL1268'REFERENCE MARK 1 IS 50 FEET NORTHEAST OF A POWER LINE POLE.
 DL1268'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WARREN 1939
 DL1268'NO 1.
 DL1268'
 DL1268'REFERENCE MARK 2 IS 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DL1268'A HOUSE AND 21 FEET WEST OF THE CENTER OF A GRAVELED ROAD.  THE
 DL1268'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WARREN
 DL1268'1939 NO 2.
 DL1268'
 DL1268'REFERENCE MARK 3 IS 57 FEET EAST OF THE CENTER OF A GRAVELED
 DL1268'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED WARREN
 DL1268'NO 3 1939.
 DL1268'
 DL1268'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL1268
 DL1268                          STATION RECOVERY (1964)
 DL1268
 DL1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1268'THE STATION AND R.M. NO. 2 WERE RECOVERED AND FOUND IN GOOD
 DL1268'CONDITION.  R.M. NO. 1, R.M. NO. 3 AND THE AZIMUTH MARK HAD
 DL1268'BEEN DESTROYED.  THE STATION MARK WAS FOUND TO BE PROJECTING
 DL1268'ABOUT 1 FOOT.  IT IS ON PROPERTY OWNED BY A MRS. PIERSON, WHO
 DL1268'LIVES IN BRICK HOUSE TO NORTH-NORTHEAST OF THE STATION.  MRS.
 DL1268'PIERSON REQUESTED THAT THE STATION MARK BE LOWERED TO GROUND
 DL1268'LEVEL.
 DL1268'
 DL1268'THE STATION MARK IS 7.65 FEET NORTHWEST OF THE NORTHEAST CORNER
 DL1268'OF AN OLD TENANT HOUSE AND IS 5.3 FEET NORTH OF NORTH SIDE OF
 DL1268'HOUSE.  THE MARK IS JUST BELOW GROUND LEVEL AND THE DISK IS
 DL1268'STAMPED WARREN 1939 1964.
 DL1268'
 DL1268'R.M. NO. 2 IS SOUTHWEST OF THE STATION, 30 FEET SOUTHEAST OF
 DL1268'SOUTHEAST CORNER OF A HOUSE, 21 FEET WEST OF CENTERLINE OF
 DL1268'GRAVEL STREET AND IS 2 FEET WEST AND 1 FOOT NORTH OF THE
 DL1268'SOUTHEAST CORNER OF A PAVED DRIVEWAY.  A TILE WAS PLACED AROUND
 DL1268'THE DISK BEFORE THE DRIVEWAY WAS PAVED AND THE DISK IS JUST
 DL1268'BELOW THE LEVEL OF DRIVEWAY.  THE DISK IS STAMPED WARREN NO
 DL1268'2 1939.
 DL1268'
 DL1268'R.M. NO. 4 IS NORTH OF THE STATION AND IS ABOUT 57 FEET EAST
 DL1268'OF THE CENTERLINE OF MARTIN STREET.  THE MARK IS ABOUT FLUSH
 DL1268'WITH THE GROUND AND THE DISK IS STAMPED WARREN 1964 NO 4 1939.
 DL1268'
 DL1268'THE WATER TANK IS EVIDENTLY THE SAME ONE AS DESCRIBED IN 1939
 DL1268'AND IN 1952 EXCEPT THAT IT NOW HAS THE LETTERS PFI PAINTED ON IT.
 DL1268'
 DL1268'THE 1952 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1268'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1263 ***********************************************************************
 DL1263  DESIGNATION -  WARREN RM 3
 DL1263  PID         -  DL1263
 DL1263  STATE/COUNTY-  AR/BRADLEY
 DL1263  USGS QUAD   -  WARREN (1985)
 DL1263
 DL1263                         *CURRENT SURVEY CONTROL
 DL1263  ___________________________________________________________________
 DL1263* NAD 83(1997)-  33 36 11.77222(N)    092 04 27.04207(W)     ADJUSTED  
 DL1263* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 DL1263  ___________________________________________________________________
 DL1263  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DL1263  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL1263
 DL1263  HORZ ORDER  -  SECOND
 DL1263
 DL1263.The horizontal coordinates were established by classical geodetic methods
 DL1263.and adjusted by the National Geodetic Survey in September 1999..
 DL1263
 DL1263.The orthometric height was scaled from a topographic map.
 DL1263
 DL1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1263
 DL1263.The geoid height was determined by GEOID03.
 DL1263
 DL1263;                    North         East     Units Scale Factor Converg.
 DL1263;SPC AR S     -   503,883.611   393,115.723   MT  0.99994660   -0 02 29.5
 DL1263;SPC AR S     - 1,653,158.15  1,289,747.17   sFT  0.99994660   -0 02 29.5
 DL1263;UTM  15      - 3,718,552.856   585,894.498   MT  0.99969096   +0 30 44.7
 DL1263
 DL1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1263!SPC AR S     -   0.99999120  x   0.99994660  =   0.99993780
 DL1263!UTM  15      -   0.99999120  x   0.99969096  =   0.99968216
 DL1263
 DL1263:                Primary Azimuth Mark                     Grid Az
 DL1263:SPC AR S     -  WARREN BRADLEY LUMBER MILL TK            050 02 16.0
 DL1263:UTM  15      -  WARREN BRADLEY LUMBER MILL TK            049 29 01.8
 DL1263
 DL1263|---------------------------------------------------------------------|
 DL1263| PID    Reference Object                     Distance      Geod. Az  |
 DL1263|                                                           dddmmss.s |
 DL1263| DL1267 WARREN BRADLEY LUMBER MILL TK       APPROX. 0.6 KM 0495946.5 |
 DL1263| DL1268 WARREN RESET                         12.528 METERS 18841     |
 DL1263| CY6711 WARREN AZ MK                                       3253010.7 |
 DL1263|---------------------------------------------------------------------|
 DL1263
 DL1263                          SUPERSEDED SURVEY CONTROL
 DL1263
 DL1263  NAD 83(1986)-  33 36 11.78264(N)    092 04 27.03605(W) AD(       ) 2
 DL1263  NAD 27      -  33 36 11.39400(N)    092 04 26.53800(W) AD(       ) 2
 DL1263
 DL1263.Superseded values are not recommended for survey control.
 DL1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1263.See file dsdata.txt to determine how the superseded data were derived.
 DL1263
 DL1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8589418553(NAD 83)
 DL1263_MARKER: DR = REFERENCE MARK DISK
 DL1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1263
 DL1263  HISTORY     - Date     Condition        Report By
 DL1263  HISTORY     - 1952     MONUMENTED       CGS
 DL1263
 DL1263                          STATION DESCRIPTION
 DL1263
 DL1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DL1263'SEE STATION WARREN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1262 ***********************************************************************
 DL1262  DESIGNATION -  WARREN SOUTHERN LUMBER CO TANK
 DL1262  PID         -  DL1262
 DL1262  STATE/COUNTY-  AR/BRADLEY
 DL1262  USGS QUAD   -  WARREN (1985)
 DL1262
 DL1262                         *CURRENT SURVEY CONTROL
 DL1262  ___________________________________________________________________
 DL1262* NAD 83(1997)-  33 37 09.51920(N)    092 04 53.21012(W)     ADJUSTED  
 DL1262* NAVD 88     -                                                        
 DL1262  ___________________________________________________________________
 DL1262  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DL1262  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DL1262
 DL1262  HORZ ORDER  -  THIRD
 DL1262
 DL1262.The horizontal coordinates were established by classical geodetic methods
 DL1262.and adjusted by the National Geodetic Survey in September 1999..
 DL1262
 DL1262
 DL1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1262
 DL1262.The geoid height was determined by GEOID03.
 DL1262
 DL1262;                    North         East     Units Scale Factor Converg.
 DL1262;SPC AR S     -   505,663.201   392,442.533   MT  0.99994455   -0 02 44.1
 DL1262;SPC AR S     - 1,658,996.69  1,287,538.54   sFT  0.99994455   -0 02 44.1
 DL1262;UTM  15      - 3,720,325.401   585,204.307   MT  0.99968950   +0 30 31.0
 DL1262
 DL1262                          SUPERSEDED SURVEY CONTROL
 DL1262
 DL1262  NAD 83(1986)-  33 37 09.52973(N)    092 04 53.20416(W) AD(       ) 4
 DL1262  NAD 27      -  33 37 09.14200(N)    092 04 52.70500(W) AD(       ) 3
 DL1262
 DL1262.Superseded values are not recommended for survey control.
 DL1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1262.See file dsdata.txt to determine how the superseded data were derived.
 DL1262
 DL1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8520420325(NAD 83)
 DL1262_MARKER: 53 = ELEVATED TANK
 DL1262
 DL1262  HISTORY     - Date     Condition        Report By
 DL1262  HISTORY     - 1939     FIRST OBSERVED   CGS
 DL1262
 DL1262                          STATION DESCRIPTION
 DL1262
 DL1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1262'POINT OBSERVED UPON WAS THE FINIAL OF THE WATER TANK OF THE
 DL1262'SOUTHERN LUMBER COMPANY MILL, LOCATED AT THE W EDGE OF WARREN,
 DL1262'AND 0.6 MILE NNW OF TRIANGULATION STATION WARREN.
 DL1262'TANK IS A STEEL STRUCTURE PAINTED SILVER, APPROXIMATELY
 DL1262'100 FEET HIGH.
 DL1262'
 DL1262'OBSERVED UPON FROM TRIANGULATION STATIONS WARREN, YARBROUGH,
 DL1262'SAWYER AND RELFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1264 ***********************************************************************
 DL1264  DESIGNATION -  WARREN SOUTHERN LUMBER CO STK
 DL1264  PID         -  DL1264
 DL1264  STATE/COUNTY-  AR/BRADLEY
 DL1264  USGS QUAD   -  WARREN (1985)
 DL1264
 DL1264                         *CURRENT SURVEY CONTROL
 DL1264  ___________________________________________________________________
 DL1264* NAD 83(1997)-  33 37 16.15606(N)    092 04 51.52943(W)     ADJUSTED  
 DL1264* NAVD 88     -                                                        
 DL1264  ___________________________________________________________________
 DL1264  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DL1264  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DL1264
 DL1264  HORZ ORDER  -  THIRD
 DL1264
 DL1264.The horizontal coordinates were established by classical geodetic methods
 DL1264.and adjusted by the National Geodetic Survey in September 1999..
 DL1264
 DL1264
 DL1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1264
 DL1264.The geoid height was determined by GEOID03.
 DL1264
 DL1264;                    North         East     Units Scale Factor Converg.
 DL1264;SPC AR S     -   505,867.636   392,486.014   MT  0.99994432   -0 02 43.2
 DL1264;SPC AR S     - 1,659,667.40  1,287,681.20   sFT  0.99994432   -0 02 43.2
 DL1264;UTM  15      - 3,720,530.194   585,245.799   MT  0.99968959   +0 30 32.0
 DL1264
 DL1264                          SUPERSEDED SURVEY CONTROL
 DL1264
 DL1264  NAD 83(1986)-  33 37 16.16662(N)    092 04 51.52347(W) AD(       ) 4
 DL1264  NAD 27      -  33 37 15.77700(N)    092 04 51.02500(W) AD(       ) 3
 DL1264
 DL1264.Superseded values are not recommended for survey control.
 DL1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1264.See file dsdata.txt to determine how the superseded data were derived.
 DL1264
 DL1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8524620530(NAD 83)
 DL1264_MARKER: 63 = STACK
 DL1264
 DL1264  HISTORY     - Date     Condition        Report By
 DL1264  HISTORY     - 1939     FIRST OBSERVED   CGS
 DL1264  HISTORY     - 1942     GOOD             CGS
 DL1264
 DL1264                          STATION DESCRIPTION
 DL1264
 DL1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1264'POINT OBSERVED UPON WAS THE CENTER OF STEEL SMOKE STACK AT
 DL1264'THE SOUTHERN LUMBER COMPANY MILL LOCATED AT THE W EDGE OF
 DL1264'WARREN, AND 0.6 MILE NNW OF STATION WARREN.  STACK IS
 DL1264'APPROXIMATELY 100 FEET HIGH.
 DL1264'
 DL1264'OBSERVED UPON FROM TRIANGULATION STATION.  WARREN, YARBROUGH,
 DL1264'AND RELFS.
 DL1264
 DL1264                          STATION RECOVERY (1942)
 DL1264
 DL1264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1264'INTERSECTION STATION IS LOCATED IN THE NW PART OF WARREN,
 DL1264'IN THE EAST-CENTRAL PART OF THE SOUTHERN LUMBER COMPANY GROUNDS.
 DL1264'IT IS ABOUT 0.3 MILE N OF A PAVED COUNTY ROAD AND 100 YARDS E OF
 DL1264'A SMALLER MORE BULKY STACK.
 DL1264'
 DL1264'IT IS 130 FEET HIGH AND 10 FEET IN DIAMETER WITH A 30-FOOT
 DL1264'SCREEN AT THE TOP.  IT IS CONSTRUCTED OF BLACK IRON AND IS
 DL1264'MOUNTED ATOP THE SAWMILL BOILER ROOM.  IT WAS BUILT ABOUT 1918.
 DL1264'
 DL1264'THE POINT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2908 ***********************************************************************
 EH2908  DESIGNATION -  WARRIOR
 EH2908  PID         -  EH2908
 EH2908  STATE/COUNTY-  AR/LEE
 EH2908  USGS QUAD   -  MONROE (1971)
 EH2908
 EH2908                         *CURRENT SURVEY CONTROL
 EH2908  ___________________________________________________________________
 EH2908* NAD 83(1997)-  34 42 11.14119(N)    091 00 25.85440(W)     ADJUSTED  
 EH2908* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 EH2908  ___________________________________________________________________
 EH2908  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EH2908  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2908
 EH2908  HORZ ORDER  -  SECOND
 EH2908
 EH2908.The horizontal coordinates were established by classical geodetic methods
 EH2908.and adjusted by the National Geodetic Survey in September 1999..
 EH2908
 EH2908.The orthometric height was scaled from a topographic map.
 EH2908
 EH2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2908
 EH2908.The geoid height was determined by GEOID03.
 EH2908
 EH2908;                    North         East     Units Scale Factor Converg.
 EH2908;SPC AR S     -   626,312.603   490,956.054   MT  0.99998644   +0 33 20.4
 EH2908;SPC AR S     - 2,054,827.27  1,610,744.99   sFT  0.99998644   +0 33 20.4
 EH2908;UTM  15      - 3,841,925.708   682,515.420   MT  1.00001060   +1 08 05.5
 EH2908
 EH2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2908!SPC AR S     -   0.99999574  x   0.99998644  =   0.99998218
 EH2908!UTM  15      -   0.99999574  x   1.00001060  =   1.00000634
 EH2908
 EH2908:                Primary Azimuth Mark                     Grid Az
 EH2908:SPC AR S     -  WARRIOR AZ MK                            092 14 07.8
 EH2908:UTM  15      -  WARRIOR AZ MK                            091 39 22.7
 EH2908
 EH2908|---------------------------------------------------------------------|
 EH2908| PID    Reference Object                     Distance      Geod. Az  |
 EH2908|                                                           dddmmss.s |
 EH2908| CY6715 WARRIOR AZ MK                                      0924728.2 |
 EH2908| CY6716 WARRIOR RM 1                         28.199 METERS 10216     |
 EH2908| CY6717 WARRIOR RM 2                         28.619 METERS 25913     |
 EH2908|---------------------------------------------------------------------|
 EH2908
 EH2908                          SUPERSEDED SURVEY CONTROL
 EH2908
 EH2908  NAD 83(1997)-  34 42 11.14720(N)    091 00 25.85195(W) AD(       ) 2
 EH2908  NAD 83(1986)-  34 42 11.14887(N)    091 00 25.85139(W) AD(       ) 2
 EH2908  NAD 27      -  34 42 10.79506(N)    091 00 25.42525(W) AD(       ) 2
 EH2908
 EH2908.Superseded values are not recommended for survey control.
 EH2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2908.See file dsdata.txt to determine how the superseded data were derived.
 EH2908
 EH2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8251541926(NAD 83)
 EH2908_MARKER: DS = TRIANGULATION STATION DISK
 EH2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2908
 EH2908  HISTORY     - Date     Condition        Report By
 EH2908  HISTORY     - 1965     MONUMENTED       CGS
 EH2908
 EH2908                          STATION DESCRIPTION
 EH2908
 EH2908'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2908'STATION IS ABOUT 6 MILES SOUTHEAST OF MONROE, 6-1/2 MILES
 EH2908'WEST-SOUTHWEST OF AUBREY, 1 MILE NORTHEAST OF WARRIOR SWAMP,
 EH2908'NEAR THE CENTER OF THE SOUTH EDGE OF SECTION 9, T. 2 N.,
 EH2908'R. 1 E., AND ON PROPERTY OWNED BY MR. L.C. HOLTZLANDER.
 EH2908'
 EH2908'TO REACH THE STATION FROM THE AUBREY ELEMENTARY SCHOOL IN AUBREY,
 EH2908'GO SOUTH ON STATE HIGHWAY 121 FOR 0.15 MILE TO A CROSSROAD.
 EH2908'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 3.0 MILES TO A SIDE
 EH2908'ROAD LEFT, JUST AFTER CROSSING AN IRON BRIDGE.  TURN LEFT AND
 EH2908'GO SOUTH AND SOUTHWEST ON A GRAVELED ROAD FOR 1.4 MILES TO A
 EH2908'Y-FORK (EDDLEMANS GROCERY STORE ON THE LEFT).  TAKE THE RIGHT
 EH2908'FORK AND GO WEST ON A GRAVELED ROAD FOR 2.1 MILES TO A DRIVEWAY
 EH2908'ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD
 EH2908'ON THE GRAVELED ROAD FOR 0.4 MILE TO A WIRE GATE ON THE RIGHT
 EH2908'AND THE STATION ON THE RIGHT.
 EH2908'
 EH2908'STATION MARKS ARE STANDARD DISKS STAMPED WARRIOR 1965.  THE
 EH2908'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS 3
 EH2908'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 52.6 FEET
 EH2908'EAST-NORTHEAST OF THE EAST GATE POST OF THE WIRE GATE, 46 FEET
 EH2908'NORTH OF THE CENTER OF THE GRAVELED ROAD, 19.5 FEET
 EH2908'NORTH-NORTHWEST OF A METAL WITNESS POST AND A WIRE FENCE.  THE
 EH2908'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 EH2908'INCHES BELOW THE SURFACE OF THE GROUND.
 EH2908'
 EH2908'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WARRIOR NO 1 1965,
 EH2908'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2908'SURFACE OF THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER OF THE
 EH2908'GRAVELED ROAD, 15 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT NORTH
 EH2908'OF THE WIRE FENCE.
 EH2908'
 EH2908'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WARRIOR NO
 EH2908'2 1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2908'THE SURFACE OF THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER
 EH2908'OF THE GRAVELED ROAD, 27 FEET WEST OF THE WEST GATE POST, AND
 EH2908'1 FOOT NORTH OF THE WIRE FENCE.
 EH2908'
 EH2908'AZIMUTH MARK, A STANDARD DISK STAMPED WARRIOR 1965, IS SET IN
 EH2908'A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 68
 EH2908'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FRAMED HOUSE,
 EH2908'39 FEET WEST OF THE CENTER OF A DRIVEWAY, 28 FEET SOUTH OF THE
 EH2908'CENTER OF THE GRAVELED ROAD, 4 FEET WEST-SOUTHWEST OF A POWER
 EH2908'POLE, AND 1.5 FEET WEST OF AN 8 INCH TREE WITH A WITNESS SIGN
 EH2908'NAILED ON THE NORTH SIDE.
 EH2908'
 EH2908'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2908'
 EH2908'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1600 ***********************************************************************
 DL1600  DESIGNATION -  WARRPORT
 DL1600  PID         -  DL1600
 DL1600  STATE/COUNTY-  AR/BRADLEY
 DL1600  USGS QUAD   -  WARREN (1985)
 DL1600
 DL1600                         *CURRENT SURVEY CONTROL
 DL1600  ___________________________________________________________________
 DL1600* NAD 83(1997)-  33 33 48.91719(N)    092 04 56.71109(W)     ADJUSTED  
 DL1600* NAVD 88     -        69.2    (meters)     227.     (feet)  VERTCON   
 DL1600  ___________________________________________________________________
 DL1600  X           -    -193,320.882 (meters)                     COMP
 DL1600  Y           -  -5,316,696.112 (meters)                     COMP
 DL1600  Z           -   3,506,237.264 (meters)                     COMP
 DL1600  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 DL1600  ELLIP HEIGHT-          43.23  (meters)          (09/24/01) GPS OBS
 DL1600  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DL1600
 DL1600  HORZ ORDER  -  FIRST
 DL1600  ELLP ORDER  -  FOURTH    CLASS II
 DL1600
 DL1600.The horizontal coordinates were established by GPS observations
 DL1600.and adjusted by the National Geodetic Survey in September 1999..
 DL1600
 DL1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1600
 DL1600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1600
 DL1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1600
 DL1600.The ellipsoidal height was determined by GPS observations
 DL1600.and is referenced to NAD 83.
 DL1600
 DL1600.The geoid height was determined by GEOID03.
 DL1600
 DL1600;                    North         East     Units Scale Factor Converg.
 DL1600;SPC AR S     -   499,483.102   392,347.320   MT  0.99995201   -0 02 46.1
 DL1600;SPC AR S     - 1,638,720.81  1,287,226.17   sFT  0.99995201   -0 02 46.1
 DL1600;UTM  15      - 3,714,146.269   585,168.844   MT  0.99968943   +0 30 26.4
 DL1600
 DL1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1600!SPC AR S     -   0.99999321  x   0.99995201  =   0.99994522
 DL1600!UTM  15      -   0.99999321  x   0.99968943  =   0.99968265
 DL1600
 DL1600:                Primary Azimuth Mark                     Grid Az
 DL1600:SPC AR S     -  WARRPORT AZ MK                           214 48 13.3
 DL1600:UTM  15      -  WARRPORT AZ MK                           214 15 00.8
 DL1600
 DL1600|---------------------------------------------------------------------|
 DL1600| PID    Reference Object                     Distance      Geod. Az  |
 DL1600|                                                           dddmmss.s |
 DL1600| DL1601 WARRPORT AZ MK                      APPROX. 1.0 KM 2144527.2 |
 DL1600|---------------------------------------------------------------------|
 DL1600
 DL1600                          SUPERSEDED SURVEY CONTROL
 DL1600
 DL1600  ELLIP H (09/14/99)   43.27   (m)                       GP(       ) 4 1
 DL1600  NAD 83(1986)-  33 33 48.92880(N)    092 04 56.70319(W) AD(       ) 1
 DL1600  NGVD 29 (11/13/90)   69.2    (m)          227.     (f) GPS OBS        
 DL1600
 DL1600.Superseded values are not recommended for survey control.
 DL1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1600.See file dsdata.txt to determine how the superseded data were derived.
 DL1600
 DL1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8516914146(NAD 83)
 DL1600_MARKER: I = METAL ROD
 DL1600_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1600_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DL1600_STAMPING: WARRPORT 1990
 DL1600_MARK LOGO: NGS   
 DL1600_PROJECTION: FLUSH
 DL1600_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1600+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 DL1600_ROD/PIPE-DEPTH: 7.1  meters
 DL1600_SLEEVE-DEPTH  : 0.39 meters
 DL1600
 DL1600  HISTORY     - Date     Condition        Report By
 DL1600  HISTORY     - 1990     MONUMENTED       NGS
 DL1600  HISTORY     - 20050404 GOOD             ARHD
 DL1600
 DL1600                          STATION DESCRIPTION
 DL1600
 DL1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DL1600'STATION IS LOCATED ABOUT 16.8 KM (10.4 MI) EAST-SOUTHEAST OF BANKS,
 DL1600'15.2 KM (9.4 MI) NORTHEAST OF HERMITAGE, AND 5.1 KM (3.2 MI)
 DL1600'SOUTH-SOUTHWEST OF WARREN.  AT THE WARREN MUNICIPAL AIRPORT.
 DL1600'OWNERSHIP--CITY OF WARREN AR 71671.  AIRPORT MANAGER IS DR. JAMES
 DL1600'MARSH (CHAIRMAN  WARREN AVIATION COMMISSION) P.O.BOX 698, WARREN AR
 DL1600'71671.  PHONE IS OFFICE 501-226-2212 OR HOME 501-226-3406 OR JACK
 DL1600'LYONS 501-226-5816.
 DL1600'TO REACH FROM THE POST OFFICE IN WARREN.  GO SOUTH ON STATE HIGHWAY 15
 DL1600'FOR 5.09 KM (3.16 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND
 DL1600'GO WEST AND SOUTHERLY ON THE AIRPORT ENTRANCE ROAD FOR 0.98 KM
 DL1600'(0.61 MI) TO A LOCKED GATE ON THE RIGHT.  TURN RIGHT AND PASS THROUGH
 DL1600'THE GATE AND GO NORTHWEST ACROSS AN APRON AND ALONG A TAXIWAY FOR
 DL1600'0.12 KM (0.07 MI) TO THE RUNWAY AND THE STATION ON THE RIGHT.
 DL1600'THE STATION IS A PINCH HOLE IN THE TOP OF A 5/8-INCH STAINLESS STEEL
 DL1600'ROD ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.  IT IS 32.8 M
 DL1600'(107.6 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 31.8 M
 DL1600'(104.3 FT) SOUTH OF A RUNWAY LIGHT AND 6.9 M (22.6 FT) NORTHEAST OF
 DL1600'THE CENTERLINE OF A TAXIWAY.
 DL1600'THE AIRPORT IS UNATTENDED AND PERSONNEL ARE HARD TO CONTACT.
 DL1600'LOCK COMBINATION IS 2239.
 DL1600'DESCRIBED BY R.D.BALL
 DL1600
 DL1600                          STATION RECOVERY (2005)
 DL1600
 DL1600'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DL1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1601 ***********************************************************************
 DL1601  DESIGNATION -  WARRPORT AZ MK
 DL1601  PID         -  DL1601
 DL1601  STATE/COUNTY-  AR/BRADLEY
 DL1601  USGS QUAD   -  WARREN (1985)
 DL1601
 DL1601                         *CURRENT SURVEY CONTROL
 DL1601  ___________________________________________________________________
 DL1601* NAD 83(1997)-  33 33 23.17188(N)    092 05 18.04882(W)     ADJUSTED  
 DL1601* NAVD 88     -        59.4    (meters)     195.     (feet)  VERTCON   
 DL1601  ___________________________________________________________________
 DL1601  X           -    -193,886.566 (meters)                     COMP
 DL1601  Y           -  -5,317,106.150 (meters)                     COMP
 DL1601  Z           -   3,505,570.878 (meters)                     COMP
 DL1601  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DL1601  ELLIP HEIGHT-          33.46  (meters)          (09/24/01) GPS OBS
 DL1601  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DL1601
 DL1601  HORZ ORDER  -  FIRST
 DL1601  ELLP ORDER  -  FOURTH    CLASS II
 DL1601
 DL1601.This mark is at Warren Airport (3M9)
 DL1601
 DL1601.The horizontal coordinates were established by GPS observations
 DL1601.and adjusted by the National Geodetic Survey in September 1999..
 DL1601
 DL1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1601
 DL1601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1601
 DL1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1601
 DL1601.The ellipsoidal height was determined by GPS observations
 DL1601.and is referenced to NAD 83.
 DL1601
 DL1601.The geoid height was determined by GEOID03.
 DL1601
 DL1601;                    North         East     Units Scale Factor Converg.
 DL1601;SPC AR S     -   498,690.397   391,796.299   MT  0.99995304   -0 02 58.0
 DL1601;SPC AR S     - 1,636,120.08  1,285,418.36   sFT  0.99995304   -0 02 58.0
 DL1601;UTM  15      - 3,713,348.489   584,625.649   MT  0.99968829   +0 30 14.2
 DL1601
 DL1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1601!SPC AR S     -   0.99999475  x   0.99995304  =   0.99994779
 DL1601!UTM  15      -   0.99999475  x   0.99968829  =   0.99968304
 DL1601
 DL1601:                Primary Azimuth Mark                     Grid Az
 DL1601:SPC AR S     -  WARRPORT                                 034 48 13.4
 DL1601:UTM  15      -  WARRPORT                                 034 15 01.2
 DL1601
 DL1601|---------------------------------------------------------------------|
 DL1601| PID    Reference Object                     Distance      Geod. Az  |
 DL1601|                                                           dddmmss.s |
 DL1601| DL1600 WARRPORT                            APPROX. 1.0 KM 0344515.4 |
 DL1601|---------------------------------------------------------------------|
 DL1601
 DL1601                          SUPERSEDED SURVEY CONTROL
 DL1601
 DL1601  ELLIP H (09/14/99)   33.49   (m)                       GP(       ) 4 1
 DL1601  NAD 83(1986)-  33 33 23.18360(N)    092 05 18.04075(W) AD(       ) 1
 DL1601  NGVD 29 (11/13/90)   59.5    (m)          195.     (f) GPS OBS        
 DL1601
 DL1601.Superseded values are not recommended for survey control.
 DL1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1601.See file dsdata.txt to determine how the superseded data were derived.
 DL1601
 DL1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8462613348(NAD 83)
 DL1601_MARKER: I = METAL ROD
 DL1601_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1601_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DL1601_STAMPING: WARRPORT AZ MK 1990
 DL1601_MARK LOGO: NGS   
 DL1601_PROJECTION: FLUSH
 DL1601_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1601+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DL1601_ROD/PIPE-DEPTH: 6.3  meters
 DL1601_SLEEVE-DEPTH  : 0.31 meters
 DL1601
 DL1601  HISTORY     - Date     Condition        Report By
 DL1601  HISTORY     - 1990     MONUMENTED       NGS
 DL1601
 DL1601                          STATION DESCRIPTION
 DL1601
 DL1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DL1601'STATION IS LOCATED ABOUT 16.8 KM (10.4 MI) EAST-SOUTHEAST OF BANKS,
 DL1601'15.2 KM (9.4 MI) NORTHEAST OF HERMITAGE, AND 5.1 KM (3.2 MI)
 DL1601'SOUTH-SOUTHWEST OF WARREN.  AT THE WARREN MUNICIPAL AIRPORT.
 DL1601'OWNERSHIP--CITY OF WARREN AR 71671.  AIRPORT MANAGER IS DR. JAMES
 DL1601'MARSH (CHAIRMAN  WARREN AVIATION COMMISSION) P.O.BOX 698, WARREN AR
 DL1601'71671.  PHONE IS OFFICE 501-226-2212 OR HOME 501-226-3406 OR JACK
 DL1601'LYONS 501-226-5816.
 DL1601'TO REACH FROM THE POST OFFICE IN WARREN.  GO SOUTH ON STATE HIGHWAY 15
 DL1601'FOR 5.09 KM (3.16 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND
 DL1601'GO WEST AND SOUTHERLY ON THE AIRPORT ENTRANCE ROAD FOR 0.98 KM
 DL1601'(0.61 MI) TO A LOCKED GATE ON THE RIGHT.  TURN RIGHT AND PASS THROUGH
 DL1601'THE GATE AND GO NORTHWEST ACROSS AN APRON AND ALONG A TAXIWAY FOR
 DL1601'0.12 KM (0.07 MI) TO THE RUNWAY.  TURN LEFT AND GO SOUTHWEST ON THE
 DL1601'RUNWAY FOR 0.93 KM (0.58 MI) TO THE STATION ON THE LEFT.
 DL1601'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8-INCH STAINLESS STEEL
 DL1601'ROD ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SET 21.2 M (69.6 FT)
 DL1601'SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 16.8 M (55.1 FT) SOUTH OF A
 DL1601'RUNWAY LIGHT, 12.8 M (42.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF A
 DL1601'TURNAROUND.
 DL1601'THERE ARE LOCKED GATES AT THIS AIRPORT AND THE COMBINATION TO THE GATE
 DL1601'THAT HAS ACCESS TO THE RUNWAY IS 2239.  THE AIRPORT IS UNATTENDED.
 DL1601'CONTACT A FEW DAYS IN ADVANCE.  AIRPORT COMMISSION PERSONNEL ARE HARD
 DL1601'TO CONTACT.
 DL1601'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1686 ***********************************************************************
 EJ1686  DESIGNATION -  WARSAW
 EJ1686  PID         -  EJ1686
 EJ1686  STATE/COUNTY-  AR/PULASKI
 EJ1686  USGS QUAD   -  OLMSTEAD (1988)
 EJ1686
 EJ1686                         *CURRENT SURVEY CONTROL
 EJ1686  ___________________________________________________________________
 EJ1686* NAD 83(1997)-  34 56 37.47572(N)    092 08 50.77094(W)     ADJUSTED  
 EJ1686* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 EJ1686  ___________________________________________________________________
 EJ1686  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 EJ1686  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ1686
 EJ1686  HORZ ORDER  -  FIRST
 EJ1686
 EJ1686.The horizontal coordinates were established by classical geodetic methods
 EJ1686.and adjusted by the National Geodetic Survey in September 1999..
 EJ1686
 EJ1686.The orthometric height was scaled from a topographic map.
 EJ1686
 EJ1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1686
 EJ1686.The geoid height was determined by GEOID03.
 EJ1686
 EJ1686;                    North         East     Units Scale Factor Converg.
 EJ1686;SPC AR S     -   652,578.514   386,531.006   MT  1.00004429   -0 04 57.1
 EJ1686;SPC AR S     - 2,141,001.34  1,268,143.81   sFT  1.00004429   -0 04 57.1
 EJ1686;SPC AR N     -    67,730.407   386,531.631   MT  0.99999797   -0 05 08.9
 EJ1686;SPC AR N     -   222,212.18  1,268,145.86   sFT  0.99999797   -0 05 08.9
 EJ1686;UTM  15      - 3,867,136.210   577,852.046   MT  0.99967470   +0 29 18.1
 EJ1686
 EJ1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1686!SPC AR S     -   0.99998292  x   1.00004429  =   1.00002721
 EJ1686!SPC AR N     -   0.99998292  x   0.99999797  =   0.99998089
 EJ1686!UTM  15      -   0.99998292  x   0.99967470  =   0.99965763
 EJ1686
 EJ1686|---------------------------------------------------------------------|
 EJ1686| PID    Reference Object                     Distance      Geod. Az  |
 EJ1686|                                                           dddmmss.s |
 EJ1686| CY6719 WARSAW RM 1                           9.385 METERS 03004     |
 EJ1686| CY6720 WARSAW RM 2                          17.800 METERS 26845     |
 EJ1686| CY6718 WARSAW AZ MK                                       3430759.3 |
 EJ1686|---------------------------------------------------------------------|
 EJ1686
 EJ1686                          SUPERSEDED SURVEY CONTROL
 EJ1686
 EJ1686  NAD 83(1986)-  34 56 37.49337(N)    092 08 50.75101(W) AD(       ) 1
 EJ1686  NAD 27      -  34 56 37.17300(N)    092 08 50.22200(W) AD(       ) 1
 EJ1686
 EJ1686.Superseded values are not recommended for survey control.
 EJ1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1686.See file dsdata.txt to determine how the superseded data were derived.
 EJ1686
 EJ1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7785267136(NAD 83)
 EJ1686_MARKER: DD = SURVEY DISK
 EJ1686_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1686
 EJ1686  HISTORY     - Date     Condition        Report By
 EJ1686  HISTORY     - 1940     MONUMENTED       USGS
 EJ1686  HISTORY     - 1957     GOOD             CGS
 EJ1686  HISTORY     - 1967     GOOD             CGS
 EJ1686
 EJ1686                          STATION DESCRIPTION
 EJ1686
 EJ1686'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (ANS)
 EJ1686'STATION IS LOCATED ABOUT 14.0 MILES NE OF LITTLE ROCK AND
 EJ1686'ABOUT 14.0 MILES SE OF CONWAY ON THE HIGHEST PART OF A ROCKY
 EJ1686'HILL THAT IS COVERED WITH TIMBER.  STATION WAS SET IN A DRILL
 EJ1686'HOLE THAT WAS USED FOR STATION BY THE U.S.G.S. AND SAME
 EJ1686'POSITION WAS HELD.  IT IS STAMPED WARSAW 1940 AND IS 17.4 FEET
 EJ1686'SE OF A 10-INCH OAK TREE WITH TRIANGLE BLAZE AND SPIKE
 EJ1686'STEPS ON IT.
 EJ1686'
 EJ1686'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 EJ1686'OUTCROPPING BEDROCK AS DESCRIBED.
 EJ1686'
 EJ1686'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE AS DESCRIBED.
 EJ1686'
 EJ1686'REFERENCE MARK NO.1 IS STAMPED WARSAW NO.1, 1940 AND IS
 EJ1686'ABOUT 6 FEET LOWER THAN THE STATION.
 EJ1686'
 EJ1686'REFERENCE MARK NO.2 IS STAMPED WARSAW NO.2, 1940 AND IS
 EJ1686'ABOUT 7 FEET LOWER THAN THE STATION.
 EJ1686'
 EJ1686'AZIMUTH MARK IS STAMPED WARSAW 1940 AND IS 0.3 MILE E OF
 EJ1686'STATE HIGHWAY 5.  IT IS 1.0 FOOT W OF E END OF CONCRETE
 EJ1686'CULVERT ON THE N SIDE OF ROAD, 2.85 FEET W OF WHITE REFERENCE
 EJ1686'POST, 12.0 FEET N OF THE CENTER LINE OF DIRT ROAD AND 64.0
 EJ1686'FEET W OF THE CENTER LINE OF DIRT ROAD.
 EJ1686'
 EJ1686'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S.
 EJ1686'HIGHWAYS 64 AND 65 IN CONWAY, GO E ON U.S. HIGHWAY 64 FOR
 EJ1686'14.0 MILES TO VILONIA SCHOOL ON THE RIGHT, (S), TURN RIGHT (S)
 EJ1686'ON ROAD JUST W OF SCHOOL AND FOLLOW MAIN-TRAVELED ROAD 2.1
 EJ1686'MILES, CROSS WOODEN BRIDGE AND KEEP RIGHT AT T-ROAD.  CONTINUE
 EJ1686'STRAIGHT AHEAD (S) 5.8 MILES TO T-ROAD (HUBERT MITCHELL
 EJ1686'MAIL BOX ON LEFT), TURN LEFT (E) AND CONTINUE ON
 EJ1686'MAIN-TRAVELED ROAD 2.7 MILES TO T-ROAD (DO NOT CROSS BRIDGE)
 EJ1686'KEEP RIGHT (SE), AND GO 0.2 MILE TO LEFT FORK, TAKE LEFT
 EJ1686'FORK AND GO ESE 0.2 MILE TO WOODEN BRIDGE, CROSS WOODEN
 EJ1686'BRIDGE AND GO E 0.1 MILE TO A T-ROAD, TURN RIGHT AND GO SE
 EJ1686'0.5 MILE TO THE BAYOUMETO SCHOOL ON THE RIGHT.  CONTINUE
 EJ1686'STRAIGHT AHEAD 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY
 EJ1686'5 AT THE NEW WARSAW STORE.  CONTINUE STRAIGHT AHEAD (E),
 EJ1686'0.3 MILE TO A T-ROAD, TURN RIGHT AND GO S 0.3 MILE,
 EJ1686'TURN LEFT AND GO SE 0.25 MILE TO AN OAK TREE ON THE
 EJ1686'RIGHT WITH A TRIANGLE BLAZE ON IT.  PACK W ABOUT 300
 EJ1686'YARDS TO THE TOP OF HILL AND STATION.
 EJ1686'
 EJ1686'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 EJ1686
 EJ1686                          STATION RECOVERY (1957)
 EJ1686
 EJ1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EJ1686'THE STATION WAS RECOVERED AS DESCRIBED BY A.N.S. IN 1940
 EJ1686'AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EJ1686'
 EJ1686'A NEW TO REACH FOLLOWS-
 EJ1686'
 EJ1686'TO REACH THE STATION FROM THE MAIN CROSS ROAD IN THE SMALL
 EJ1686'COMMUNITY OF GRAVEL RIDGE, GO NORTH ON STATE HIGHWAY 5 FOR
 EJ1686'3.3 MILES TO THE ENTRANCE TO THE LITTLE ROCK AFB, CONTINUE
 EJ1686'NORTHERLY ON STATE HIGHWAY 5 FOR 7.1 MILES TO A CROSS ROAD
 EJ1686'AND THE HESLEPS GROCERY STORE IN THE NORTHEAST ANGLE, TURN
 EJ1686'RIGHT, EAST, AND GO 0.3 MILES TO A T-ROAD AND THE AZIMUTH
 EJ1686'MARK ON THE LEFT, TURN RIGHT AND GO SOUTH AND EAST FOR 0.2
 EJ1686'MILE TO A SMALL GROCERY STORE AND THE FTT.  THENCE PACK
 EJ1686'WESTWARD FOR ABOUT 300 YARDS TO THE TOP OF A RISE AND THE
 EJ1686'STATION AS ORIGINALLY DESCRIBED.
 EJ1686
 EJ1686                          STATION RECOVERY (1967)
 EJ1686
 EJ1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ1686'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EJ1686'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EJ1686'
 EJ1686'STATION IS LOCATED ON THE HIGHEST POINT OF A ROCKY HILL
 EJ1686'COVERED WITH TIMBER, ABOUT 14 MILES NORTHEAST OF LITTLE
 EJ1686'ROCK, 14 MILES SOUTHEAST OF CONWAY AND 1/2 MILE EAST OF
 EJ1686'STATE HIGHWAY 5.
 EJ1686'
 EJ1686'TO REACH FROM THE MAIN CROSS ROAD IN THE SMALL COMMUNITY
 EJ1686'OF GRAVEL RIDGE, GO NORTH ON STATE HIGHWAY 5 FOR 2.8 MILES
 EJ1686'TO THE ENTRANCE TO THE LITTLE ROCK AIR FORCE BASE ON THE
 EJ1686'LEFT.  CONTINUE AHEAD AND GO NORTH ON STATE HIGHWAY 5 FOR
 EJ1686'2.4 MILES TO A CROSS ROAD IN THE VILLAGE OF MACON.  CONTINUE
 EJ1686'AHEAD AND GO NORTH ON STATE HIGHWAY 5 FOR 2.6 MILES TO A
 EJ1686'CROSS ROAD AND L.E. ANTHONY GROCERY IN THE NORTHEAST ANGLE
 EJ1686'OF THE INTERSECTION.  TURN RIGHT AND GO EAST ON CENTENNIAL
 EJ1686'ROAD FOR 0.3 MILE TO A T-INTERSECTION AND THE AZIMUTH MARK
 EJ1686'ON THE LEFT.  TURN RIGHT AND GO SOUTH AND EAST ON PAVED
 EJ1686'ROAD FOR 0.5 MILE TO A FARM ROAD RIGHT AT THE MAIL BOX OF
 EJ1686'CASSELL WEEKS.  TURN RIGHT AND GO SOUTH ON FARM ROAD FOR
 EJ1686'0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK EAST
 EJ1686'UP HILL TO THE HIGHEST POINT AND STATION.  ABOUT A 5
 EJ1686'MINUTE PACK.
 EJ1686'
 EJ1686'STATION MARK IS A A STANDARD DISK, STAMPED WARSAW 1940,
 EJ1686'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ON THE HIGHEST
 EJ1686'POINT OF THE ROCKY POINT.  IT IS 24 FEET SOUTHWEST OF A
 EJ1686'10 INCH OAK TREE WITH A WITNESS SIGN NAILED ON THE WEST
 EJ1686'SIDE.
 EJ1686'
 EJ1686'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WARSAW NO 1
 EJ1686'1940, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 11
 EJ1686'FEET NORTH OF THE OAK TREE WITH THE WITNESS SIGN, ABOUT
 EJ1686'6 FEET LOWER THAN THE STATION AND ON THE NORTH EDGE OF THE
 EJ1686'HILL.
 EJ1686'
 EJ1686'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WARSAW NO 2
 EJ1686'1940, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 71
 EJ1686'FEET SOUTHWEST OF THE OAK TREE WITH THE WITNESS SIGN, ABOUT
 EJ1686'8 FEET LOWER THAN THE STATION AND ON THE WEST EDGE OF THE
 EJ1686'HILL.
 EJ1686'
 EJ1686'AZIMUTH MARK IS A STANDARD DISK, STAMPED WARSAW 1940, CEMENTED
 EJ1686'IN A DRILL HOLE IN THE NORTH HEADWALL OF A CONCRETE CULVERT.
 EJ1686'IT IS 64 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 EJ1686'15 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 6 FEET
 EJ1686'SOUTH OF A FENCE AND 2 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0901 ***********************************************************************
 EJ0901  DESIGNATION -  WAS
 EJ0901  PID         -  EJ0901
 EJ0901  STATE/COUNTY-  AR/PULASKI
 EJ0901  USGS QUAD   -  FERNDALE (1984)
 EJ0901
 EJ0901                         *CURRENT SURVEY CONTROL
 EJ0901  ___________________________________________________________________
 EJ0901* NAD 83(1986)-  34 47 30.     (N)    092 31 33.     (W)     SCALED    
 EJ0901* NAVD 88     -       102.24   (+/-2cm)     335.4    (feet)  VERTCON   
 EJ0901  ___________________________________________________________________
 EJ0901  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EJ0901
 EJ0901  VERT ORDER  -  ? (See Below)
 EJ0901
 EJ0901.The horizontal coordinates were scaled from a topographic map and have
 EJ0901.an estimated accuracy of +/- 6 seconds.
 EJ0901
 EJ0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0901.The vertical order pertains to the NGVD 29 superseded value.
 EJ0901
 EJ0901.The geoid height was determined by GEOID03.
 EJ0901
 EJ0901;                    North         East    Units  Estimated Accuracy
 EJ0901;SPC AR S     -   635,820.      351,880.      MT  (+/- 180 meters Scaled)
 EJ0901
 EJ0901                          SUPERSEDED SURVEY CONTROL
 EJ0901
 EJ0901  NGVD 29 (??/??/92)  102.273  (m)          335.54   (f) ADJ UNCH    ?  
 EJ0901
 EJ0901.Superseded values are not recommended for survey control.
 EJ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0901.See file dsdata.txt to determine how the superseded data were derived.
 EJ0901
 EJ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU433500(NAD 83)
 EJ0901_MARKER: DB = BENCH MARK DISK
 EJ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0901_STAMPING: WAS 1939
 EJ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0901+STABILITY: SURFACE MOTION
 EJ0901
 EJ0901  HISTORY     - Date     Condition        Report By
 EJ0901  HISTORY     - 1939     MONUMENTED       CGS
 EJ0901  HISTORY     - 1960     MARK NOT FOUND   NGS
 EJ0901
 EJ0901                          STATION DESCRIPTION
 EJ0901
 EJ0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EJ0901'2.3 MI NE FROM FERNDALE.
 EJ0901'2.3 MILES NORTHEAST ALONG THE CUT-OFF ROAD LEADING TO STATE HIGHWAY 10
 EJ0901'FROM THE J. W. CARTER STORE AT FERNDALE, PULASKI COUNTY, NEAR THE
 EJ0901'SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 20, T 2 N, R 14
 EJ0901'W, AT THE JUNCTION OF THE DENTY CUT-OFF ROAD, 58 FEET WEST OF LIGHT
 EJ0901'POLE 240, 40 FEET NORTH OF THE JUNCTION, 21 FEET NORTHWEST OF A
 EJ0901'16-INCH RED OAK TREE, AND 16 FEET SOUTH OF A WIRE FENCE.  A STANDARD
 EJ0901'DISK, STAMPED WAS 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0882 ***********************************************************************
 GE0882  DESIGNATION -  WASHINGTON
 GE0882  PID         -  GE0882
 GE0882  STATE/COUNTY-  AR/SHARP
 GE0882  USGS QUAD   -  EVENING SHADE (1961)
 GE0882
 GE0882                         *CURRENT SURVEY CONTROL
 GE0882  ___________________________________________________________________
 GE0882* NAD 83(1997)-  36 03 07.98415(N)    091 32 43.93049(W)     ADJUSTED  
 GE0882* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 GE0882  ___________________________________________________________________
 GE0882  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 GE0882  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GE0882
 GE0882  HORZ ORDER  -  SECOND
 GE0882
 GE0882.The horizontal coordinates were established by classical geodetic methods
 GE0882.and adjusted by the National Geodetic Survey in September 1999..
 GE0882
 GE0882.The orthometric height was scaled from a topographic map.
 GE0882
 GE0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0882
 GE0882.The geoid height was determined by GEOID03.
 GE0882
 GE0882;                    North         East     Units Scale Factor Converg.
 GE0882;SPC AR N     -   190,793.946   440,947.691   MT  0.99996921   +0 15 52.0
 GE0882;SPC AR N     -   625,963.14  1,446,675.88   sFT  0.99996921   +0 15 52.0
 GE0882;UTM  15      - 3,990,718.913   631,005.250   MT  0.99981147   +0 51 22.0
 GE0882
 GE0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0882!SPC AR N     -   0.99997865  x   0.99996921  =   0.99994786
 GE0882!UTM  15      -   0.99997865  x   0.99981147  =   0.99979012
 GE0882
 GE0882:                Primary Azimuth Mark                     Grid Az
 GE0882:SPC AR N     -  CENTER LOOKOUT TOWER 14 1                004 29 45.9
 GE0882:UTM  15      -  CENTER LOOKOUT TOWER 14 1                003 54 15.9
 GE0882
 GE0882|---------------------------------------------------------------------|
 GE0882| PID    Reference Object                     Distance      Geod. Az  |
 GE0882|                                                           dddmmss.s |
 GE0882| GE0881 CENTER LOOKOUT TOWER 14 1           APPROX.11.7 KM 0044537.9 |
 GE0882| CI3575 WASHINGTON RM 1                      20.544 METERS 07311     |
 GE0882| CI3576 WASHINGTON RM 2                      23.096 METERS 20932     |
 GE0882| CI3574 WASHINGTON AZ MK                                   3265736.9 |
 GE0882|---------------------------------------------------------------------|
 GE0882
 GE0882                          SUPERSEDED SURVEY CONTROL
 GE0882
 GE0882  NAD 83(1986)-  36 03 07.99462(N)    091 32 43.92966(W) AD(       ) 2
 GE0882  NAD 27      -  36 03 07.73560(N)    091 32 43.43250(W) AD(       ) 2
 GE0882
 GE0882.Superseded values are not recommended for survey control.
 GE0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0882.See file dsdata.txt to determine how the superseded data were derived.
 GE0882
 GE0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3100590719(NAD 83)
 GE0882_MARKER: DS = TRIANGULATION STATION DISK
 GE0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0882
 GE0882  HISTORY     - Date     Condition        Report By
 GE0882  HISTORY     - 1953     MONUMENTED       CGS
 GE0882  HISTORY     - 1961     GOOD             USGS
 GE0882
 GE0882                          STATION DESCRIPTION
 GE0882
 GE0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0882'THE STATION IS LOCATED ABOUT 5 MILES EAST OF EVENING SHADE,
 GE0882'ABOUT 4.5 MILES WEST OF POUGHKEEPSIE, 180 FEET EAST OF A
 GE0882'CURVE IN A GRADED ROAD AND 34 FEET NORTH OF AN OAK TREE WITH
 GE0882'A TRIANGLE BLAZE.  IT PROJECTS 4 INCHES AND IS STAMPED
 GE0882'WASHINGTON 1953.
 GE0882'
 GE0882'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE NORTH-SOUTH
 GE0882'RIDGE, 79 FEET NORTHEAST OF THE OAK TREE WITH THE TRIANGLE
 GE0882'BLAZE AND IT IS TWO FEET LOWER THAN THE STATION.  IT PROJECTS
 GE0882'4 INCHES AND IS STAMPED WASHINGTON NO 1 1953.
 GE0882'
 GE0882'REFERENCE MARK NO. 2 IS 145 FEET EAST OF THE CURVE IN THE
 GE0882'GRADED ROAD AND 53 FEET SOUTHWEST OF THE OAK TREE WITH THE
 GE0882'TRIANGLE BLAZE.  IT PROJECTS 3 INCHES AND IS STAMPED WASHINGTON
 GE0882'NO 2 1953.
 GE0882'
 GE0882'THE AZIMUTH MARK IS 96 FEET SOUTHEAST OF A DRIVEWAY AND 27
 GE0882'FEET NORTH OF THE CENTER OF A GRADED ROAD.  IT PROJECTS
 GE0882'6 INCHES AND IS STAMPED WASHINGTON 1953.
 GE0882'
 GE0882'TO REACH THE STATION FROM THE POST OFFICE IN POUGHKEEPSIE
 GE0882'GO WESTERLY ON GRAVELED ROAD FOR 4.8 MILES TO A T-ROAD LEFT,
 GE0882'TURN LEFT AND GO 0.55 MILE TO A FORK, TAKE LEFT FORK AND GO
 GE0882'0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GE0882'
 GE0882'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWESTERLY
 GE0882'ON GRADED ROAD FOR 0.35 MILE TO A FORK, TAKE RIGHT FORK AND
 GE0882'GO 0.55 MILE TO A T ROAD JUNCTION, TURN LEFT AND GO 0.15 TO A T
 GE0882'ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO THE AZIMUTH MARK ON
 GE0882'THE LEFT AS DESCRIBED.
 GE0882'
 GE0882'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 GE0882
 GE0882                          STATION RECOVERY (1961)
 GE0882
 GE0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GE0882'THE AZIMUTH MARK IS 86 FEET N.W. OF A DRIVEWAY AND 30 FEET
 GE0882'WEST OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 6 INCHES
 GE0882'AND IS STAMPED WASHINGTON 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1031 ***********************************************************************
 DL1031  DESIGNATION -  WASHINGTON MAG RESET
 DL1031  PID         -  DL1031
 DL1031  STATE/COUNTY-  AR/HEMPSTEAD
 DL1031  USGS QUAD   -  WASHINGTON (1951)
 DL1031
 DL1031                         *CURRENT SURVEY CONTROL
 DL1031  ___________________________________________________________________
 DL1031* NAD 83(1997)-  33 46 34.41333(N)    093 40 49.43541(W)     ADJUSTED  
 DL1031* NAVD 88     -       135.562  (meters)     444.76   (feet)  ADJUSTED  
 DL1031  ___________________________________________________________________
 DL1031  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DL1031  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DL1031  DYNAMIC HT  -         135.421 (meters)     444.29  (feet)  COMP
 DL1031  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 DL1031
 DL1031  HORZ ORDER  -  FIRST
 DL1031  VERT ORDER  -  SECOND    CLASS 0
 DL1031
 DL1031.The horizontal coordinates were established by classical geodetic methods
 DL1031.and adjusted by the National Geodetic Survey in September 1999..
 DL1031
 DL1031.The orthometric height was determined by differential leveling
 DL1031.and adjusted by the National Geodetic Survey in June 1991..
 DL1031
 DL1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1031
 DL1031.The geoid height was determined by GEOID03.
 DL1031
 DL1031.The dynamic height is computed by dividing the NAVD 88
 DL1031.geopotential number by the normal gravity value computed on the
 DL1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1031.degrees latitude (g = 980.6199 gals.).
 DL1031
 DL1031.The modeled gravity was interpolated from observed gravity values.
 DL1031
 DL1031;                    North         East     Units Scale Factor Converg.
 DL1031;SPC AR S     -   524,340.977   244,368.938   MT  0.99992856   -0 56 25.8
 DL1031;SPC AR S     - 1,720,275.36    801,733.76   sFT  0.99992856   -0 56 25.8
 DL1031;UTM  15      - 3,737,552.767   437,001.801   MT  0.99964893   -0 22 41.8
 DL1031
 DL1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1031!SPC AR S     -   0.99998296  x   0.99992856  =   0.99991152
 DL1031!UTM  15      -   0.99998296  x   0.99964893  =   0.99963190
 DL1031
 DL1031|---------------------------------------------------------------------|
 DL1031| PID    Reference Object                     Distance      Geod. Az  |
 DL1031|                                                           dddmmss.s |
 DL1031| CX7358 WASHINGTON MAG RM 1                  24.689 METERS 13824     |
 DL1031| DL1568 DALLAS LITTLE ROCK AWY BCN 20       APPROX. 6.7 KM 1524225.5 |
 DL1031| CX7357 WASHINGTON MAG AZ MK                               1833311.7 |
 DL1031| DL1570 BETTS                               APPROX.10.0 KM 2083252.6 |
 DL1031| CX7359 WASHINGTON MAG RM 2                  37.052 METERS 24239     |
 DL1031|---------------------------------------------------------------------|
 DL1031
 DL1031                          SUPERSEDED SURVEY CONTROL
 DL1031
 DL1031  NAD 83(1997)-  33 46 34.42028(N)    093 40 49.42946(W) AD(       ) 1
 DL1031  NAD 83(1986)-  33 46 34.42227(N)    093 40 49.42509(W) AD(       ) 1
 DL1031  NAD 27      -  33 46 34.00200(N)    093 40 48.77900(W) AD(       ) 1
 DL1031  NGVD 29 (??/??/92)  135.574  (m)          444.80   (f) ADJ UNCH    2 0
 DL1031
 DL1031.Superseded values are not recommended for survey control.
 DL1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1031.See file dsdata.txt to determine how the superseded data were derived.
 DL1031
 DL1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3700237553(NAD 83)
 DL1031_MARKER: DM = MAGNETIC STATION DISK
 DL1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1031+STABILITY: SURFACE MOTION
 DL1031
 DL1031  HISTORY     - Date     Condition        Report By
 DL1031  HISTORY     - 1941     MONUMENTED       CGS
 DL1031  HISTORY     - 1951     GOOD             CGS
 DL1031  HISTORY     - 1962     GOOD             CGS
 DL1031  HISTORY     - 1962     GOOD             NGS
 DL1031
 DL1031                          STATION DESCRIPTION
 DL1031
 DL1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1031'STATION IS IN THE NE PART OF THE VILLAGE OF WASHINGTON, ON
 DL1031'THE GROUNDS OF THE OLD CONFEDERATE STATE CAPITOL BUILDING
 DL1031'AND IN THE SW 1/4 OF SEC.22, T. 11 S, R. 25 W, 75 FEET NE OF
 DL1031'THE NE CORNER OF THE CAPITOL BUILDING, 52 FEET S OF THE CENTER
 DL1031'LINE OF AN E-AND-W GRAVEL ROAD (PROJECTION OF THE MAIN STREET
 DL1031'IN WASHINGTON) AND 3.5 FEET NNE OF A WHITE REFERENCE POST.
 DL1031'THE ORIGINAL MAGNETIC STATION MARK WAS FOUND LOOSE IN THE
 DL1031'GROUND.  A SUBSURFACE DISK WAS SET AND THE ORIGINAL MAGNETIC
 DL1031'STATION DISK REPLACED IN 12- BY 12-INCH CONCRETE POST,
 DL1031'PROJECTING ABOUT 6 INCHES.  THE SUBSURFACE DISK WAS STAMPED
 DL1031'WASHINGTON MAG 1941, NO STAMPINGS ON SURFACE DISK.
 DL1031'
 DL1031'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1031'BRONZE DISKS SET IN CONCRETE.
 DL1031'
 DL1031'REFERENCE MARK NO. 1 IS 78 FEET E OF THE SE CORNER OF THE
 DL1031'CAPITOL BUILDING.  IT IS STAMPED WASHINGTON MAG NO. 1 1941
 DL1031'AND PROJECTS 4 INCHES.
 DL1031'
 DL1031'REFERENCE MARK NO. 2 IS 50 FEET N OF THE N SIDE OF THE CAPITOL
 DL1031'BUILDING AND 40 FEET S OF THE CENTER LINE OF THE ABOVE MENTIONED
 DL1031'E-W ROAD.
 DL1031'
 DL1031'THE AZIMUTH MARK IS 25 FEET E OF THE CENTER LINE OF STATE
 DL1031'HIGHWAY 4, 18 FEET N OF A FENCE CORNER AND 2 FEET N BY E OF
 DL1031'A WHITE REFERENCE POST.  IT IS STAMPED WASHINGTON MAG 1941 AND
 DL1031'PROJECTS ABOUT 4 INCHES.
 DL1031'
 DL1031'A 103-FOOT SIGNAL AT BETTS, A 103-FOOT SIGNAL AT CATS AND A
 DL1031'103-FOOT SIGNAL AT DE ANN ARE VISIBLE AT 90 FEET.
 DL1031
 DL1031                          STATION RECOVERY (1951)
 DL1031
 DL1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1031'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DL1031'AND IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK WAS NOT
 DL1031'RECOVERED AND PRESUMED TO HAVE BEEN DESTROYED BY HIGHWAY
 DL1031'IMPROVEMENT OPERATIONS.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 DL1031'AS THE STATION WAS NOT OCCUPIED A GROUND SETUP WAS MADE TO
 DL1031'DETERMINE A DIRECTION TO THE AZIMUTH MARK.  EXCEPT FOR THE
 DL1031'ABOVE THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 DL1031'
 DL1031'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS NOT STAMPED.
 DL1031'
 DL1031'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1031'WASHINGTON MAG NO 1 1941.
 DL1031'
 DL1031'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1031'WASHINGTON MAG NO 2 1941.
 DL1031'
 DL1031'THE AZIMUTH MARK IS 83 FEET NORTHWEST OF THE CENTER OF A
 DL1031'GRAVEL ROAD, 2 FEET SOUTHEAST OF A WITNESS POST, AND 2 FEET
 DL1031'SOUTHWEST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 DL1031'DISK IS STAMPED WASHINGTON MAG 1941 RESET 1951.  TO REACH FROM
 DL1031'THE STATION.  GO NORTHEAST ON A GRAVELED ROAD FOR 0.3 MILE
 DL1031'TO THE MARK ON THE LEFT.
 DL1031
 DL1031                          STATION RECOVERY (1962)
 DL1031
 DL1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DL1031'STATION RECOVERED AS DESCRIBED IN 1951 AND ALL MARKS FOUND
 DL1031'IN GOOD CONDITION.  A CHAIN-LINK AND BARBED WIRE FENCE HAS
 DL1031'BEEN BUILT AROUND THE OLD CAPITOL GROUNDS AND AN OFFSET WAS
 DL1031'MADE IN THE FENCE LINE SO THE MAGNETIC STATION WOULD BE INSIDE
 DL1031'THE ENCLOSED AREA.  R.M. NO. 1 IS ON THE OUTSIDE OF THE
 DL1031'ENCLOSURE AND R.M. NO. 2 IS ON THE INSIDE.  THE AZIMUTH MARK
 DL1031'IS TO THE NORTHWEST OF A STEEL BRIDGE, TO THE NORTHWEST OF
 DL1031'A LARGE SYCAMORE TREE AND IS IN THE NORTH CORNER OF A SMALL
 DL1031'LOT THAT IS ENCLOSED BY A BOARD FENCE.
 DL1031
 DL1031                          STATION RECOVERY (1962)
 DL1031
 DL1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DL1031'IN WASHINGTON.
 DL1031'AT WASHINGTON, HEMPSTEAD COUNTY, 70 FEET NORTHEAST OF THE OLD
 DL1031'CONFEDERATE CAPITOL BUILDING, ON THE NORTHEAST CORNER OF THE LOT, 50
 DL1031'FEET SOUTH OF THE CENTERLINE OF THE MAIN EAST-AND-WEST STREET, AND 50
 DL1031'FEET NORTH OF A LARGE CATALPA TREE.  A STANDARD MAGNETIC-STATION DISK.
 DL1031'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0225 ***********************************************************************
 EJ0225  DESIGNATION -  WAT
 EJ0225  PID         -  EJ0225
 EJ0225  STATE/COUNTY-  AR/PULASKI
 EJ0225  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0225
 EJ0225                         *CURRENT SURVEY CONTROL
 EJ0225  ___________________________________________________________________
 EJ0225* NAD 83(1986)-  34 49 37.     (N)    092 29 49.     (W)     SCALED    
 EJ0225* NAVD 88     -        89.33   (+/-2cm)     293.1    (feet)  VERTCON   
 EJ0225  ___________________________________________________________________
 EJ0225  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EJ0225
 EJ0225  VERT ORDER  -  ? (See Below)
 EJ0225
 EJ0225.The horizontal coordinates were scaled from a topographic map and have
 EJ0225.an estimated accuracy of +/- 6 seconds.
 EJ0225
 EJ0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0225.The vertical order pertains to the NGVD 29 superseded value.
 EJ0225
 EJ0225.The geoid height was determined by GEOID03.
 EJ0225
 EJ0225;                    North         East    Units  Estimated Accuracy
 EJ0225;SPC AR S     -   639,720.      354,540.      MT  (+/- 180 meters Scaled)
 EJ0225
 EJ0225                          SUPERSEDED SURVEY CONTROL
 EJ0225
 EJ0225  NGVD 29 (??/??/92)   89.366  (m)          293.19   (f) ADJ UNCH    ?  
 EJ0225
 EJ0225.Superseded values are not recommended for survey control.
 EJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0225.See file dsdata.txt to determine how the superseded data were derived.
 EJ0225
 EJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU460539(NAD 83)
 EJ0225_MARKER: DD = SURVEY DISK
 EJ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0225_STAMPING: WAT 1939
 EJ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0225+STABILITY: SURFACE MOTION
 EJ0225
 EJ0225  HISTORY     - Date     Condition        Report By
 EJ0225  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0225  HISTORY     - 198506   MARK NOT FOUND   USGS
 EJ0225  HISTORY     - 1989     GOOD             USPSQD
 EJ0225
 EJ0225                          STATION DESCRIPTION
 EJ0225
 EJ0225'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939
 EJ0225'0.5 MI W FROM PINNACLE.
 EJ0225'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE CHICAGO, ROCK ISLAND AND
 EJ0225'PACIFIC RAILROAD STATION AT PINNACLE, PULASKI COUNTY, 500 FEET NORTH
 EJ0225'OF A ROAD JUNCTION, 450 FEET NORTH OF THE NORTHWEST CORNER OF A
 EJ0225'CHURCH, NEAR THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION
 EJ0225'10, T 2 N, R 14 W, 105 FEET EAST OF THE SOUTHEAST CORNER OF THE F.E.
 EJ0225'BROWN RESIDENCE, AND 28 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD.
 EJ0225'A STANDARD DISK, STAMPED WAT 1939 AND SET IN THE TOP OF A CONCRETE
 EJ0225'POST.
 EJ0225
 EJ0225                          STATION RECOVERY (1985)
 EJ0225
 EJ0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0225'MARK NOT FOUND.
 EJ0225
 EJ0225                          STATION RECOVERY (1989)
 EJ0225
 EJ0225'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1820 ***********************************************************************
 FG1820  DESIGNATION -  WATSON
 FG1820  PID         -  FG1820
 FG1820  STATE/COUNTY-  AR/NEWTON
 FG1820  USGS QUAD   -  SWAIN (1978)
 FG1820
 FG1820                         *CURRENT SURVEY CONTROL
 FG1820  ___________________________________________________________________
 FG1820* NAD 83(1997)-  35 50 46.58206(N)    093 21 05.99435(W)     ADJUSTED  
 FG1820* NAVD 88     -       693.7    (meters)    2276.     (feet)  VERTCON   
 FG1820  ___________________________________________________________________
 FG1820  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FG1820  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FG1820
 FG1820  HORZ ORDER  -  FIRST
 FG1820
 FG1820.The horizontal coordinates were established by classical geodetic methods
 FG1820.and adjusted by the National Geodetic Survey in September 1999..
 FG1820
 FG1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1820
 FG1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1820
 FG1820.The geoid height was determined by GEOID03.
 FG1820
 FG1820;                    North         East     Units Scale Factor Converg.
 FG1820;SPC AR N     -   168,687.237   277,903.189   MT  0.99994636   -0 47 11.5
 FG1820;SPC AR N     -   553,434.71    911,754.05   sFT  0.99994636   -0 47 11.5
 FG1820;UTM  15      - 3,966,955.149   468,243.799   MT  0.99961243   -0 12 21.4
 FG1820
 FG1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1820!SPC AR N     -   0.99989552  x   0.99994636  =   0.99984189
 FG1820!UTM  15      -   0.99989552  x   0.99961243  =   0.99950799
 FG1820
 FG1820|---------------------------------------------------------------------|
 FG1820| PID    Reference Object                     Distance      Geod. Az  |
 FG1820|                                                           dddmmss.s |
 FG1820| CI3581 WATSON RM 1                          49.542 METERS 05837     |
 FG1820| CI3580 WATSON AZ MK                                       0735337.6 |
 FG1820| FG1799 DEER LOT                            APPROX.13.2 KM 0865146.2 |
 FG1820| FG1819 DEVILS KNOB LOT                     APPROX.14.4 KM 1993345.0 |
 FG1820| CI3582 WATSON RM 2                          32.547 METERS 23821     |
 FG1820|---------------------------------------------------------------------|
 FG1820
 FG1820                          SUPERSEDED SURVEY CONTROL
 FG1820
 FG1820  NAD 83(1997)-  35 50 46.59251(N)    093 21 05.99665(W) AD(       ) 1
 FG1820  NAD 83(1986)-  35 50 46.59190(N)    093 21 06.00010(W) AD(       ) 1
 FG1820  NAD 27      -  35 50 46.30716(N)    093 21 05.35093(W) AD(       ) 1
 FG1820  NGVD 29 (07/19/86)  693.6    (m)         2276.     (f) VERT ANG       
 FG1820
 FG1820.Superseded values are not recommended for survey control.
 FG1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1820.See file dsdata.txt to determine how the superseded data were derived.
 FG1820
 FG1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6824466955(NAD 83)
 FG1820_MARKER: DS = TRIANGULATION STATION DISK
 FG1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1820
 FG1820  HISTORY     - Date     Condition        Report By
 FG1820  HISTORY     - 1971     MONUMENTED       NGS
 FG1820
 FG1820                          STATION DESCRIPTION
 FG1820
 FG1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1820'THE STATION IS ABOUT 11 MILES SOUTH AND 9 MILES WEST OF JASPER, 1
 FG1820'MILE NORTH AND 8 MILES EAST OF DEER, 5 MILES NORTH AND 6 MILES EAST
 FG1820'OF FALLSVILLE, IN THE NORTHEAST 1/4 SECTION OF SECTION 30, R. 22
 FG1820'W., T. 14 N., ON PROPERTY OWNED BY MR. WATSON, WHO LIVES 1/4 MILE
 FG1820'SOUTHWEST OF THE STATION AND ABOUT 0.1 MILE EAST OF THE
 FG1820'HIGHEST POINT OF THE HILL.
 FG1820'
 FG1820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 21 IN
 FG1820'FALLSVILLE, GO NORTHEAST ON STATE HIGHWAYS 16 AND 21 FOR 8.2 MILES
 FG1820'TO A FORK.  BEAR RIGHT AND GO EAST ON STATE HIGHWAY 16 FOR 0.55
 FG1820'MILE TO A DRIVEWAY LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS
 FG1820'POINT, CONTINUE EAST, AHEAD, ON STATE HIGHWAY 16 FOR 0.6 MILE
 FG1820'TO THE AZIMUTH MARK AND A DRIVEWAY AS DESCRIBED.) TURN LEFT AND GO
 FG1820'NORTH THEN EAST AND NORTH FOR 0.15 MILE TO A FIELD ROAD LEFT.  TURN
 FG1820'LEFT AND GO WEST ON THE FIELD ROAD FOR 0.1 MILE TO THE TOP OF THE
 FG1820'RIDGE.  TURN SHARP RIGHT AND GO EAST ALONG THE TOP OF THE RIDGE
 FG1820'FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 FG1820'
 FG1820'THE STATION MARK IS A STANDARD DISK STAMPED WATSON 1971.  THE SURFACE
 FG1820'MARK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 FG1820'THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS 112 FEET
 FG1820'NORTHEAST OF A 10 INCH OAK TREE, 53 FEET NORTHWEST OF AN OLD FENCE
 FG1820'LINE AND 165 FEET SOUTHWEST OF A POWER LINE POLE.  THE UNDERGROUND
 FG1820'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 FG1820'THAT IS 24 INCHES BELOW THE GROUND SURFACE.
 FG1820'
 FG1820'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WATSON NO 1 1971, SET
 FG1820'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 FG1820'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.5 FEET SOUTHWEST OF THE
 FG1820'POWER LINE POLE AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 FG1820'STATION.
 FG1820'
 FG1820'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WATSON NO 2 1971, SET IN
 FG1820'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 FG1820'WITH THE GROUND SURFACE.  IT IS 4.5 FEET NORTHEAST OF THE OAK TREE,
 FG1820'2 FEET NORTH OF THE OLD FENCE LINE AND ABOUT 2 FEET LOWER IN
 FG1820'ELEVATION THAN THE STATION.
 FG1820'
 FG1820'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WATSON 1971, SET IN THE
 FG1820'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 FG1820'INCHES ABOVE THE GROUND SURFACE.  IT IS 93.5 FEET SOUTHWEST OF A
 FG1820'POWER LINE POLE, 49 FEET NORTHWEST OF THE CENTERLINE OF STATE
 FG1820'HIGHWAY 16, 24 FEET NORTHWEST OF THE CENTER OF THE DRIVE WAY.
 FG1820'
 FG1820'HEIGHT OF LIGHT ABOVE STATION MARK 1.84 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2015 ***********************************************************************
 DK2015  DESIGNATION -  WATSON MUNICIPAL TANK
 DK2015  PID         -  DK2015
 DK2015  STATE/COUNTY-  AR/DESHA
 DK2015  USGS QUAD   -  WATSON (1969)
 DK2015
 DK2015                         *CURRENT SURVEY CONTROL
 DK2015  ___________________________________________________________________
 DK2015* NAD 83(1997)-  33 53 45.17721(N)    091 15 20.94869(W)     ADJUSTED  
 DK2015* NAVD 88     -                                                        
 DK2015  ___________________________________________________________________
 DK2015  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DK2015  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK2015
 DK2015  HORZ ORDER  -  THIRD
 DK2015
 DK2015.The horizontal coordinates were established by classical geodetic methods
 DK2015.and adjusted by the National Geodetic Survey in September 1999..
 DK2015
 DK2015
 DK2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2015
 DK2015.The geoid height was determined by GEOID03.
 DK2015
 DK2015;                    North         East     Units Scale Factor Converg.
 DK2015;SPC AR S     -   536,585.036   468,828.743   MT  0.99992138   +0 24 59.4
 DK2015;SPC AR S     - 1,760,446.07  1,538,148.97   sFT  0.99992138   +0 24 59.4
 DK2015;UTM  15      - 3,751,980.985   661,277.070   MT  0.99992065   +0 58 22.5
 DK2015
 DK2015                          SUPERSEDED SURVEY CONTROL
 DK2015
 DK2015  NAD 83(1997)-  33 53 45.18308(N)    091 15 20.94641(W) AD(       ) 4
 DK2015  NAD 83(1986)-  33 53 45.18423(N)    091 15 20.94462(W) AD(       ) 4
 DK2015  NAD 27      -  33 53 44.80825(N)    091 15 20.52920(W) AD(       ) 3
 DK2015
 DK2015.Superseded values are not recommended for survey control.
 DK2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2015.See file dsdata.txt to determine how the superseded data were derived.
 DK2015
 DK2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6127751981(NAD 83)
 DK2015_MARKER: 53 = ELEVATED TANK
 DK2015
 DK2015  HISTORY     - Date     Condition        Report By
 DK2015  HISTORY     - 1964     FIRST OBSERVED   CGS
 DK2015
 DK2015                          STATION DESCRIPTION
 DK2015
 DK2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 DK2015'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ON
 DK2015'THE THE EAST SIDE OF THE RAILROAD TRACK, ABOUT 250 FEET NORTHEAST
 DK2015'OF THE RAILROAD STATION IN THE SMALL TOWN OF WATSON.  IT IS A
 DK2015'FOUR LEGGED STEEL STRUCTURE PAINTED SILVER AND THE OVERALL
 DK2015'HEIGHT IS ABOUT 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3049 ***********************************************************************
 EH3049  DESIGNATION -  WATTENSAW
 EH3049  PID         -  EH3049
 EH3049  STATE/COUNTY-  AR/PRAIRIE
 EH3049  USGS QUAD   -  HAZEN (1994)
 EH3049
 EH3049                         *CURRENT SURVEY CONTROL
 EH3049  ___________________________________________________________________
 EH3049* NAD 83(1997)-  34 51 43.64877(N)    091 31 25.85266(W)     ADJUSTED  
 EH3049* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 EH3049  ___________________________________________________________________
 EH3049  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 EH3049  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH3049
 EH3049  HORZ ORDER  -  FIRST
 EH3049
 EH3049.The horizontal coordinates were established by classical geodetic methods
 EH3049.and adjusted by the National Geodetic Survey in September 1999..
 EH3049
 EH3049.The orthometric height was scaled from a topographic map.
 EH3049
 EH3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3049
 EH3049.The geoid height was determined by GEOID03.
 EH3049
 EH3049;                    North         East     Units Scale Factor Converg.
 EH3049;SPC AR S     -   643,615.104   443,540.663   MT  1.00002268   +0 15 59.4
 EH3049;SPC AR S     - 2,111,593.89  1,455,182.99   sFT  1.00002268   +0 15 59.4
 EH3049;UTM  15      - 3,858,747.065   634,932.087   MT  0.99982440   +0 50 38.0
 EH3049
 EH3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3049!SPC AR S     -   0.99999434  x   1.00002268  =   1.00001702
 EH3049!UTM  15      -   0.99999434  x   0.99982440  =   0.99981874
 EH3049
 EH3049:                Primary Azimuth Mark                     Grid Az
 EH3049:SPC AR S     -  BISCOE RADIO STA KLK 79 TOWER            113 10 41.8
 EH3049:UTM  15      -  BISCOE RADIO STA KLK 79 TOWER            112 36 03.2
 EH3049
 EH3049|---------------------------------------------------------------------|
 EH3049| PID    Reference Object                     Distance      Geod. Az  |
 EH3049|                                                           dddmmss.s |
 EH3049| EH2935 BISCOE RADIO STA KLK 79 TOWER       APPROX.11.1 KM 1132641.2 |
 EH3049| CY6726 WATTENSAW RM 1                       32.970 METERS 21241     |
 EH3049| CY6725 WATTENSAW AZ MK                                    2545154.2 |
 EH3049| CY6727 WATTENSAW RM 2                       24.875 METERS 29803     |
 EH3049|---------------------------------------------------------------------|
 EH3049
 EH3049                          SUPERSEDED SURVEY CONTROL
 EH3049
 EH3049  NAD 83(1986)-  34 51 43.65321(N)    091 31 25.84908(W) AD(       ) 1
 EH3049  NAD 27      -  34 51 43.32526(N)    091 31 25.37258(W) AD(       ) 1
 EH3049
 EH3049.Superseded values are not recommended for survey control.
 EH3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3049.See file dsdata.txt to determine how the superseded data were derived.
 EH3049
 EH3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3493258747(NAD 83)
 EH3049_MARKER: DS = TRIANGULATION STATION DISK
 EH3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3049
 EH3049  HISTORY     - Date     Condition        Report By
 EH3049  HISTORY     - 1965     MONUMENTED       CGS
 EH3049  HISTORY     - 1967     GOOD             CGS
 EH3049
 EH3049                          STATION DESCRIPTION
 EH3049
 EH3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3049'THE STATION IS 20 MILES WEST OF BRINKLEY, 6 MILES SOUTHWEST
 EH3049'OF DES ARC, 7 MILES NORTHEAST OF HAZEN ON THE NORTH EDGE OF
 EH3049'THE WATTENSAW PUBLIC HUNTING AREA.
 EH3049'
 EH3049'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST WEST
 EH3049'OF THE RAILROAD DEPOT IN HAZEN, GO SOUTH ON LIVERMORE STREET
 EH3049'FOR ABOUT 30 YARDS TO THE JUNCTION OF U.S. HIGHWAY 70.  TURN
 EH3049'LEFT AND GO EAST ON HIGHWAY 70 FOR 0.7 MILE TO THE JUNCTION
 EH3049'OF STATE HIGHWAY 11.  TURN LEFT AND GO NORTH ON HIGHWAY
 EH3049'11 FOR 5.5 MILES TO THE JUNCTION OF STATE HIGHWAY 249 ON
 EH3049'THE LEFT AND A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND
 EH3049'GO EAST ON THE GRAVEL ROAD FOR 2.0 MILES TO A TRACK ROAD
 EH3049'AND THE AZIMUTH MARK ON THE RIGHT.  (THERE IS AN UNIDENTIFIED
 EH3049'CAMP GROUND ABOUT 20 YARDS BEFORE REACHING THE AZIMUTH
 EH3049'MARK).  CONTINUE EAST ON THE GRAVEL ROAD FOR 0.2 MILE TO A
 EH3049'CURVE AND A SIDE ROAD ON THE RIGHT.  CONTINUE NORTHEAST
 EH3049'ON THE GRAVEL ROAD FOR 0.2 MILE TO ANOTHER CURVE OF THE
 EH3049'ROAD AND A SIDE ROAD ON THE RIGHT.  THE STATION IS IN
 EH3049'THE NORTHEAST ANGLE OF THIS JUNCTION.
 EH3049'
 EH3049'STATION MARKS ARE STANDARD DISKS STAMPED WATTENSAW 1965.
 EH3049'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 EH3049'WHICH PROJECTS 6 INCHES.  IT IS 67 FEET EAST OF THE CENTER
 EH3049'OF THE GRAVEL ROAD, 33 FEET NORTH OF THE CENTER OF THE SIDE
 EH3049'ROAD AND 6 FEET NORTHEAST OF A METAL WITNESS POST.  THE
 EH3049'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH3049'44 INCHES BELOW THE SURFACE OF THE GROUND.
 EH3049'
 EH3049'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WATTENSAW
 EH3049'NO 1 1965 IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 EH3049'WHICH PROJECTS 4 INCHES.  IT IS 60 FEET SOUTHEAST OF THE
 EH3049'JUNCTION OF THE TWO ROADS, 50 FEET SOUTH OF THE CENTER OF
 EH3049'THE SIDE ROAD AND 1.5 FEET WEST OF A METAL WITNESS POST.
 EH3049'
 EH3049'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WATTENSAW
 EH3049'NO 2 1965 IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 EH3049'WHICH PROJECTS 4 INCHES.  IT IS 70 FEET NORTHWEST OF THE
 EH3049'JUNCTION OF THE TWO ROADS, 33 FEET WEST OF THE CENTER OF THE
 EH3049'GRAVEL ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 EH3049'
 EH3049'AZIMUTH MARK, A STANDARD DISK STAMPED WATTENSAW 1965 IS
 EH3049'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH3049'3 INCHES.  IT IS 26 FEET SOUTH OF THE GRAVEL ROAD, 10.6
 EH3049'FEET EAST OF THE TRACK ROAD AND 1.5 FEET EAST OF A METAL
 EH3049'WITNESS POST.
 EH3049'
 EH3049'NOTE- REFERENCE MARK NO. 1 WAS MEASURED WITH A 300 FOOT
 EH3049'TAPE PULLING 7 KG. TAPE TENSION.
 EH3049'
 EH3049'REFERENCE MARK NO. 2 WAS MEASURED WITH A 90 FOOT TAPE PULLING
 EH3049'5 KG. TAPE TENSION.
 EH3049'
 EH3049'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH3049
 EH3049                          STATION RECOVERY (1967)
 EH3049
 EH3049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3049'STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0476 ***********************************************************************
 EJ0476  DESIGNATION -  WAU
 EJ0476  PID         -  EJ0476
 EJ0476  STATE/COUNTY-  AR/PULASKI
 EJ0476  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0476
 EJ0476                         *CURRENT SURVEY CONTROL
 EJ0476  ___________________________________________________________________
 EJ0476* NAD 83(1986)-  34 50 24.     (N)    092 29 46.     (W)     SCALED    
 EJ0476* NAVD 88     -        79.69   (+/-2cm)     261.4    (feet)  VERTCON   
 EJ0476  ___________________________________________________________________
 EJ0476  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EJ0476
 EJ0476  VERT ORDER  -  ? (See Below)
 EJ0476
 EJ0476.The horizontal coordinates were scaled from a topographic map and have
 EJ0476.an estimated accuracy of +/- 6 seconds.
 EJ0476
 EJ0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0476.The vertical order pertains to the NGVD 29 superseded value.
 EJ0476
 EJ0476.The geoid height was determined by GEOID03.
 EJ0476
 EJ0476;                    North         East    Units  Estimated Accuracy
 EJ0476;SPC AR S     -   641,170.      354,620.      MT  (+/- 180 meters Scaled)
 EJ0476
 EJ0476                          SUPERSEDED SURVEY CONTROL
 EJ0476
 EJ0476  NGVD 29 (??/??/92)   79.734  (m)          261.59   (f) ADJ UNCH    ?  
 EJ0476
 EJ0476.Superseded values are not recommended for survey control.
 EJ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0476.See file dsdata.txt to determine how the superseded data were derived.
 EJ0476
 EJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU460554(NAD 83)
 EJ0476_MARKER: DB = BENCH MARK DISK
 EJ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0476_STAMPING: WAU 1939
 EJ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0476+STABILITY: SURFACE MOTION
 EJ0476
 EJ0476  HISTORY     - Date     Condition        Report By
 EJ0476  HISTORY     - 1939     MONUMENTED       CGS
 EJ0476  HISTORY     - 198506   MARK NOT FOUND   USGS
 EJ0476  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0476
 EJ0476                          STATION DESCRIPTION
 EJ0476
 EJ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0476'0.9 MI N FROM PINNACLE.
 EJ0476'0.9 MILE NORTH ALONG A COUNTY ROAD FROM THE ROAD JUNCTION AT PINNACLE,
 EJ0476'PULASKI COUNTY, 2.2 MILES SOUTH OF NATURAL STEPS, 2000 FEET WEST OF
 EJ0476'PINNACLE MOUNTAIN, 1100 FEET NORTH OF THE CONCRETE AND STEEL BRIDGE
 EJ0476'OVER LITTLE MAUMELLE CREEK, 300 FEET SOUTH OF A CONCRETE BRIDGE, NEAR
 EJ0476'THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 3, T 2 N, R
 EJ0476'14 W, 29 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, AND 20 FEET
 EJ0476'NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED WAU 1939 AND SET IN
 EJ0476'THE TOP OF A CONCRETE POST.
 EJ0476
 EJ0476                          STATION RECOVERY (1985)
 EJ0476
 EJ0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0476'MARK NOT FOUND.
 EJ0476
 EJ0476                          STATION RECOVERY (1989)
 EJ0476
 EJ0476'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2027 ***********************************************************************
 FF2027  DESIGNATION -  WAVERLY
 FF2027  PID         -  FF2027
 FF2027  STATE/COUNTY-  AR/CRITTENDEN
 FF2027  USGS QUAD   -  FLETCHER LAKE (1993)
 FF2027
 FF2027                         *CURRENT SURVEY CONTROL
 FF2027  ___________________________________________________________________
 FF2027* NAD 83(1997)-  35 02 31.75275(N)    090 14 27.68540(W)     ADJUSTED  
 FF2027* NAVD 88     -        71.8    (meters)     236.     (feet)  VERTCON   
 FF2027  ___________________________________________________________________
 FF2027  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FF2027  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FF2027
 FF2027  HORZ ORDER  -  FIRST
 FF2027
 FF2027.The horizontal coordinates were established by classical geodetic methods
 FF2027.and adjusted by the National Geodetic Survey in September 1999..
 FF2027
 FF2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2027
 FF2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2027
 FF2027.The geoid height was determined by GEOID03.
 FF2027
 FF2027;                    North         East     Units Scale Factor Converg.
 FF2027;SPC AR N     -    80,071.347   560,479.650   MT  0.99998039   +1 01 24.8
 FF2027;SPC AR N     -   262,700.74  1,838,840.32   sFT  0.99998039   +1 01 24.8
 FF2027;SPC TN       -    87,028.177   213,147.752   MT  1.00004318   -2 28 58.3
 FF2027;SPC TN       -   285,524.94    699,302.25   sFT  1.00004318   -2 28 58.3
 FF2027;UTM  15      - 3,881,198.430   751,665.370   MT  1.00038065   +1 35 05.9
 FF2027
 FF2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2027!SPC AR N     -   0.99999299  x   0.99998039  =   0.99997339
 FF2027!SPC TN       -   0.99999299  x   1.00004318  =   1.00003617
 FF2027!UTM  15      -   0.99999299  x   1.00038065  =   1.00037364
 FF2027
 FF2027:                Primary Azimuth Mark                     Grid Az
 FF2027:SPC AR N     -  MARTINE 2                                022 41 56.7
 FF2027:SPC TN       -  MARTINE 2                                026 12 19.8
 FF2027:UTM  15      -  MARTINE 2                                022 08 15.6
 FF2027
 FF2027|---------------------------------------------------------------------|
 FF2027| PID    Reference Object                     Distance      Geod. Az  |
 FF2027|                                                           dddmmss.s |
 FF2027| FF2023 MARTINE 2                           424.157 METERS 0234321.5 |
 FF2027| CI4910 WAVERLY RM 1                         27.351 METERS 05631     |
 FF2027| CI4911 WAVERLY RM 2                         25.613 METERS 29418     |
 FF2027|---------------------------------------------------------------------|
 FF2027
 FF2027                          SUPERSEDED SURVEY CONTROL
 FF2027
 FF2027  NAD 83(1997)-  35 02 31.75292(N)    090 14 27.68536(W) AD(       ) 1
 FF2027  NAD 83(1997)-  35 02 31.75458(N)    090 14 27.68500(W) AD(       ) 1
 FF2027  NAD 83(1997)-  35 02 31.75940(N)    090 14 27.68601(W) AD(       ) 1
 FF2027  NAD 83(1986)-  35 02 31.76262(N)    090 14 27.68565(W) AD(       ) 1
 FF2027  NAD 27      -  35 02 31.42381(N)    090 14 27.34242(W) AD(       ) 1
 FF2027  NGVD 29 (07/19/86)   71.8    (m)          236.     (f) VERT ANG       
 FF2027
 FF2027.Superseded values are not recommended for survey control.
 FF2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2027.See file dsdata.txt to determine how the superseded data were derived.
 FF2027
 FF2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5166581198(NAD 83)
 FF2027_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF2027
 FF2027  HISTORY     - Date     Condition        Report By
 FF2027  HISTORY     - 1979     MONUMENTED       NGS
 FF2027
 FF2027                          STATION DESCRIPTION
 FF2027
 FF2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2027'THE STATION IS LOCATED ABOUT 22.5 KILOMETERS (14 MI)
 FF2027'NORTHEAST OF HUGHES, 17.7 KILOMETERS (11 MI) SOUTHWEST
 FF2027'OF WEST MEMPHIS, AND ON TOP OF THE MAIN LEVEE ON THE WEST
 FF2027'BANK OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE STATION
 FF2027'WAS OBTAINED FROM THE CHIEF ENGINEER FOR THE ST. FRANCIS
 FF2027'LEVEE DISTRICT OF ARKANSAS, MR. BURRELL B. FAIR,
 FF2027'P.O. BOX 308, WEST MEMPHIS, AR 72301.
 FF2027'TELEPHONE NUMBER 501-735-1062.
 FF2027'
 FF2027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FF2027'70 AND 79 AND STATE HIGHWAY 77 IN THE CENTER OF WEST
 FF2027'MEMPHIS, GO WEST ON U.S. HIGHWAYS 70 AND 79 FOR 2.45 MILES
 FF2027'(3.94 KM) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 FF2027'AIRPORT ROAD FOR 1.65 MILES (2.66 KM) TO A SIDE ROAD LEFT,
 FF2027'JUST AFTER CROSSING RAILROAD TRACKS.  CONTINUE AHEAD
 FF2027'SOUTHERLY, WESTERLY AND THEN SOUTHERLY ON PAVED ROAD FOR
 FF2027'4.25 MILES (6.84 KM) TO WHERE THE ROAD TURNS RIGHT AND
 FF2027'A GRAVELED ROAD IS STRAIGHT AHEAD.  CONTINUE AHEAD ON THE
 FF2027'GRAVELED ROAD (PRIVATE) PASSING BETWEEN TWO BRICK PILLARS
 FF2027'FOR 0.9 MILE (1.45 KM) TO THE TOP OF THE LEVEE.  TURN SHARP
 FF2027'RIGHT AND GO SOUTHWESTERLY ON TOP OF THE LEVEE FOR 0.2 MILE
 FF2027'(0.32 KM) TO THE STATION ON THE LEFT.
 FF2027'
 FF2027'THE STATION IS A STANDARD NGS DISK
 FF2027'STAMPED---WAVERLY 1979---,
 FF2027'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2027'FLUSH WITH GROUND.  IT IS LOCATED
 FF2027'13.4 METERS NORTH-NORTHWEST FROM THE HIGHEST OF TWO FLOOD GAGES,
 FF2027'5.5 METERS SOUTHEAST FROM THE CENTER OF THE ROAD ON TOP OF THE
 FF2027'LEVEE, AND
 FF2027'2.36 METERS WEST FROM A METAL WITNESS POST.
 FF2027'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FF2027'STAMPED---WAVERLY 1979---,
 FF2027'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE GROUND.
 FF2027'
 FF2027'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 FF2027'STAMPED---WAVERLY NO 1 1979---,
 FF2027'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2027'FLUSH WITH GROUND.  IT IS LOCATED
 FF2027'4.0 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 FF2027'0.4 METER SOUTH FROM A METAL WITNESS POST.
 FF2027'MARK IS LEVEL WITH STATION.
 FF2027'
 FF2027'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 FF2027'STAMPED---WAVERLY NO 2 1979---,
 FF2027'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FF2027'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 FF2027'3.3 METERS SOUTH FROM THE CENTER OF THE LEVEE ROAD AND
 FF2027'0.38 METER NORTH FROM A METAL WITNESS POST.
 FF2027'MARK IS BELOW STATION 0.3 METER.
 FF2027'
 FF2027'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.2 METERS.
 FF2027'TRIANGULATION STATION MARTINE 2 1933 CAN BE USED FOR
 FF2027'AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0430 ***********************************************************************
 EJ0430  DESIGNATION -  WAX
 EJ0430  PID         -  EJ0430
 EJ0430  STATE/COUNTY-  AR/PULASKI
 EJ0430  USGS QUAD   -  OLMSTEAD (1988)
 EJ0430
 EJ0430                         *CURRENT SURVEY CONTROL
 EJ0430  ___________________________________________________________________
 EJ0430* NAD 83(1986)-  34 53 19.     (N)    092 10 19.     (W)     SCALED    
 EJ0430* NAVD 88     -        99.283  (meters)     325.73   (feet)  POSTED    
 EJ0430  ___________________________________________________________________
 EJ0430  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EJ0430  DYNAMIC HT  -          99.190 (meters)     325.43  (feet)  COMP
 EJ0430  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 EJ0430
 EJ0430  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EJ0430
 EJ0430.The horizontal coordinates were scaled from a topographic map and have
 EJ0430.an estimated accuracy of +/- 6 seconds.
 EJ0430
 EJ0430.The orthometric height was determined by differential leveling
 EJ0430.and adjusted by the National Geodetic Survey in 1992..
 EJ0430.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EJ0430.rate of 2.1 thru 3.0 mm/km.
 EJ0430
 EJ0430.The geoid height was determined by GEOID03.
 EJ0430
 EJ0430.The dynamic height is computed by dividing the NAVD 88
 EJ0430.geopotential number by the normal gravity value computed on the
 EJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0430.degrees latitude (g = 980.6199 gals.).
 EJ0430
 EJ0430.The modeled gravity was interpolated from observed gravity values.
 EJ0430
 EJ0430;                    North         East    Units  Estimated Accuracy
 EJ0430;SPC AR S     -   646,470.      384,280.      MT  (+/- 180 meters Scaled)
 EJ0430
 EJ0430                          SUPERSEDED SURVEY CONTROL
 EJ0430
 EJ0430  NGVD 29 (??/??/92)   99.315  (m)          325.84   (f) ADJ UNCH    2 0
 EJ0430
 EJ0430.Superseded values are not recommended for survey control.
 EJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0430.See file dsdata.txt to determine how the superseded data were derived.
 EJ0430
 EJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU756610(NAD 83)
 EJ0430_MARKER: DD = SURVEY DISK
 EJ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0430_STAMPING: W A X 1939
 EJ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0430+STABILITY: SURFACE MOTION
 EJ0430
 EJ0430  HISTORY     - Date     Condition        Report By
 EJ0430  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0430  HISTORY     - 1955     GOOD             NGS
 EJ0430  HISTORY     - 20020826 GOOD             ARHD
 EJ0430
 EJ0430                          STATION DESCRIPTION
 EJ0430
 EJ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0430'7.9 MI NW FROM JACKSONVILLE.
 EJ0430'5.6 MILES WEST ALONG AN OILED ROAD FROM THE JACKSONVILLE STATE BANK AT
 EJ0430'JACKSONVILLE, THENCE 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 5, ON THE
 EJ0430'OUTSIDE OF A CURVE IN THE HIGHWAY, 95 YARDS NORTHEAST OF A CULVERT, 73
 EJ0430'YARDS SOUTH OF A CULVERT, 42.5 FEET EAST OF THE CENTER LINE OF THE
 EJ0430'HIGHWAY, 29 FEET WEST OF A TRIANGULAR BLAZED OAK TREE, SET IN THE TOP
 EJ0430'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 EJ0430
 EJ0430                          STATION RECOVERY (2002)
 EJ0430
 EJ0430'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2002
 EJ0430'A 3-WIRE LEVEL LOOP WAS RUN JANUARY 2004 FROM G 10 (EJ0045) TO K 290
 EJ0430'(EJ1667) AND J 290 (EJ1666).  THE ELEVATION AT WAX WAS DETERMINED TO
 EJ0430'BE 99.340 METERS (325.918 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0432 ***********************************************************************
 EJ0432  DESIGNATION -  WAY
 EJ0432  PID         -  EJ0432
 EJ0432  STATE/COUNTY-  AR/PULASKI
 EJ0432  USGS QUAD   -  OLMSTEAD (1988)
 EJ0432
 EJ0432                         *CURRENT SURVEY CONTROL
 EJ0432  ___________________________________________________________________
 EJ0432* NAD 83(1986)-  34 55 12.     (N)    092 10 05.     (W)     SCALED    
 EJ0432* NAVD 88     -        97.526  (meters)     319.97   (feet)  POSTED    
 EJ0432  ___________________________________________________________________
 EJ0432  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EJ0432  DYNAMIC HT  -          97.440 (meters)     319.68  (feet)  COMP
 EJ0432  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 EJ0432
 EJ0432  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EJ0432
 EJ0432.The horizontal coordinates were scaled from a topographic map and have
 EJ0432.an estimated accuracy of +/- 6 seconds.
 EJ0432
 EJ0432.The orthometric height was determined by differential leveling
 EJ0432.and adjusted by the National Geodetic Survey in 1992..
 EJ0432.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EJ0432.rate of 2.1 thru 3.0 mm/km.
 EJ0432
 EJ0432.The geoid height was determined by GEOID03.
 EJ0432
 EJ0432.The dynamic height is computed by dividing the NAVD 88
 EJ0432.geopotential number by the normal gravity value computed on the
 EJ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0432.degrees latitude (g = 980.6199 gals.).
 EJ0432
 EJ0432.The modeled gravity was interpolated from observed gravity values.
 EJ0432
 EJ0432;                    North         East    Units  Estimated Accuracy
 EJ0432;SPC AR S     -   649,950.      384,640.      MT  (+/- 180 meters Scaled)
 EJ0432
 EJ0432                          SUPERSEDED SURVEY CONTROL
 EJ0432
 EJ0432  NGVD 29 (??/??/92)   97.555  (m)          320.06   (f) ADJ UNCH    2 0
 EJ0432
 EJ0432.Superseded values are not recommended for survey control.
 EJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0432.See file dsdata.txt to determine how the superseded data were derived.
 EJ0432
 EJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU759644(NAD 83)
 EJ0432_MARKER: DD = SURVEY DISK
 EJ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0432_STAMPING: W A Y 1939
 EJ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0432+STABILITY: SURFACE MOTION
 EJ0432
 EJ0432  HISTORY     - Date     Condition        Report By
 EJ0432  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0432  HISTORY     - 1955     GOOD             NGS
 EJ0432  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0432
 EJ0432                          STATION DESCRIPTION
 EJ0432
 EJ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0432'10.9 MI NW FROM JACKSONVILLE.
 EJ0432'5.6 MILES WEST ALONG AN OILED ROAD FROM THE JACKSONVILLE STATE BANK AT
 EJ0432'JACKSONVILLE, THENCE 5.3 MILES NORTHEAST ALONG STATE HIGHWAY 5, AT
 EJ0432'MACON, 103 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 92 FEET
 EJ0432'NORTHWEST OF THE NORTHWEST CORNER OF THE GEORGE ADAMS GROCERY STORE,
 EJ0432'79 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 67
 EJ0432'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET NORTH OF THE
 EJ0432'CENTER LINE OF A ROAD LEADING EAST, 34 FEET SOUTHWEST OF A 26 INCH OAK
 EJ0432'TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 EJ0432'THE GROUND.
 EJ0432
 EJ0432                          STATION RECOVERY (1989)
 EJ0432
 EJ0432'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCC)
 EJ0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2027 ***********************************************************************
 EH2027  DESIGNATION -  WBA RESET
 EH2027  PID         -  EH2027
 EH2027  STATE/COUNTY-  AR/LONOKE
 EH2027  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2027
 EH2027                         *CURRENT SURVEY CONTROL
 EH2027  ___________________________________________________________________
 EH2027* NAD 83(1986)-  34 48 14.     (N)    091 45 00.     (W)     SCALED    
 EH2027* NAVD 88     -        73.90   (meters)     242.5    (feet)  RESET     
 EH2027  ___________________________________________________________________
 EH2027  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2027
 EH2027  VERT ORDER  -  THIRD
 EH2027
 EH2027.The horizontal coordinates were scaled from a topographic map and have
 EH2027.an estimated accuracy of +/- 6 seconds.
 EH2027
 EH2027.The orthometric height was computed from unverified reset data.
 EH2027.No vertical observational check was made to the station.
 EH2027
 EH2027.The geoid height was determined by GEOID03.
 EH2027
 EH2027;                    North         East    Units  Estimated Accuracy
 EH2027;SPC AR S     -   637,080.      422,880.      MT  (+/- 180 meters Scaled)
 EH2027
 EH2027                          SUPERSEDED SURVEY CONTROL
 EH2027
 EH2027  NGVD 29 (??/??/??)   73.91   (m)          242.5    (f) RESET       3  
 EH2027
 EH2027.Superseded values are not recommended for survey control.
 EH2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2027.See file dsdata.txt to determine how the superseded data were derived.
 EH2027
 EH2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU143520(NAD 83)
 EH2027_MARKER: DB = BENCH MARK DISK
 EH2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2027_STAMPING: WBA RESET 1963
 EH2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2027+STABILITY: SURFACE MOTION
 EH2027
 EH2027  HISTORY     - Date     Condition        Report By
 EH2027  HISTORY     - 1963     MONUMENTED       CGS
 EH2027
 EH2027                          STATION DESCRIPTION
 EH2027
 EH2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EH2027'1.65 MI N FROM CARLISLE.
 EH2027'LOCATED 1.65 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK
 EH2027'ISLAND AND PACIFIC RAILROAD FROM THE STATION AT CARLISLE, IN THE
 EH2027'SOUTHEAST ANGLE OF A CROSSROAD AND IN THE NORTHWEST SECTION OF THE
 EH2027'CEMETERY ON THE EAST SIDE OF THE ROAD, 43 FEET EAST OF THE HIGHWAY, 28
 EH2027'FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 48 FEET NORTHWEST OF THE
 EH2027'NORTHWEST CORNER OF THE HEADSTONE OF JAMES C. JOHNSON, 67 FEET WEST OF
 EH2027'A POWER POLE, 53 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTERLINE
 EH2027'OF THE ROADS, 1 FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP
 EH2027'OF A 12-INCH ROUND CONCRETE POST, WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2035 ***********************************************************************
 EH2035  DESIGNATION -  WBB
 EH2035  PID         -  EH2035
 EH2035  STATE/COUNTY-  AR/LONOKE
 EH2035  USGS QUAD   -  CARLISLE (1994)
 EH2035
 EH2035                         *CURRENT SURVEY CONTROL
 EH2035  ___________________________________________________________________
 EH2035* NAD 83(1986)-  34 49 59.     (N)    091 44 56.     (W)     SCALED    
 EH2035* NAVD 88     -        69.744  (meters)     228.82   (feet)  ADJUSTED  
 EH2035  ___________________________________________________________________
 EH2035  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH2035  DYNAMIC HT  -          69.679 (meters)     228.61  (feet)  COMP
 EH2035  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 EH2035
 EH2035  VERT ORDER  -  FIRST     CLASS II
 EH2035
 EH2035.The horizontal coordinates were scaled from a topographic map and have
 EH2035.an estimated accuracy of +/- 6 seconds.
 EH2035
 EH2035.The orthometric height was determined by differential leveling
 EH2035.and adjusted by the National Geodetic Survey in June 1991..
 EH2035
 EH2035.The geoid height was determined by GEOID03.
 EH2035
 EH2035.The dynamic height is computed by dividing the NAVD 88
 EH2035.geopotential number by the normal gravity value computed on the
 EH2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2035.degrees latitude (g = 980.6199 gals.).
 EH2035
 EH2035.The modeled gravity was interpolated from observed gravity values.
 EH2035
 EH2035;                    North         East    Units  Estimated Accuracy
 EH2035;SPC AR S     -   640,320.      422,970.      MT  (+/- 180 meters Scaled)
 EH2035
 EH2035                          SUPERSEDED SURVEY CONTROL
 EH2035
 EH2035  NGVD 29 (??/??/??)   69.754  (m)          228.85   (f) ADJUSTED    1 2
 EH2035
 EH2035.Superseded values are not recommended for survey control.
 EH2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2035.See file dsdata.txt to determine how the superseded data were derived.
 EH2035
 EH2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU144552(NAD 83)
 EH2035_MARKER: DD = SURVEY DISK
 EH2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2035_STAMPING: W B B 1937
 EH2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2035+STABILITY: SURFACE MOTION
 EH2035
 EH2035  HISTORY     - Date     Condition        Report By
 EH2035  HISTORY     - 1937     MONUMENTED       ARGS
 EH2035  HISTORY     - 1963     GOOD             CGS
 EH2035  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2035
 EH2035                          STATION DESCRIPTION
 EH2035
 EH2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EH2035'3.65 MI N FROM CARLISLE.
 EH2035'LOCATED 3.65 MILES NORTH ALONG STATE HIGHWAY 13, FROM THE CHICAGO,
 EH2035'ROCK ISLAND AND PACIFIC RAILROAD STATION AT CARLISLE, AT THE SOUTHWEST
 EH2035'ANGLE OF A CROSSROADS, 23 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 EH2035'ROAD, 49 FEET WEST OF THE CENTER OF THE HIGHWAY, 28 FEET NORTH-EAST OF
 EH2035'A POWER POLE, AND 59 FEET WEST-SOUTHWEST OF THE INTERSECTION OF THE
 EH2035'CENTERLINES OF THE ROADS, AND 1 FOOT WEST OF A METAL WITNESS POST. IT
 EH2035'IS A STANDARD USC AND G AND STATE SURVEY DISK, STAMPED WBB 1937, SET
 EH2035'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EH2035
 EH2035                          STATION RECOVERY (1976)
 EH2035
 EH2035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2039 ***********************************************************************
 EH2039  DESIGNATION -  WBC
 EH2039  PID         -  EH2039
 EH2039  STATE/COUNTY-  AR/LONOKE
 EH2039  USGS QUAD   -  CARLISLE (1994)
 EH2039
 EH2039                         *CURRENT SURVEY CONTROL
 EH2039  ___________________________________________________________________
 EH2039* NAD 83(1986)-  34 51 45.     (N)    091 44 54.     (W)     SCALED    
 EH2039* NAVD 88     -        70.222  (meters)     230.39   (feet)  ADJUSTED  
 EH2039  ___________________________________________________________________
 EH2039  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH2039  DYNAMIC HT  -          70.157 (meters)     230.17  (feet)  COMP
 EH2039  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 EH2039
 EH2039  VERT ORDER  -  FIRST     CLASS II
 EH2039
 EH2039.The horizontal coordinates were scaled from a topographic map and have
 EH2039.an estimated accuracy of +/- 6 seconds.
 EH2039
 EH2039.The orthometric height was determined by differential leveling
 EH2039.and adjusted by the National Geodetic Survey in June 1991..
 EH2039
 EH2039.The geoid height was determined by GEOID03.
 EH2039
 EH2039.The dynamic height is computed by dividing the NAVD 88
 EH2039.geopotential number by the normal gravity value computed on the
 EH2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2039.degrees latitude (g = 980.6199 gals.).
 EH2039
 EH2039.The modeled gravity was interpolated from observed gravity values.
 EH2039
 EH2039;                    North         East    Units  Estimated Accuracy
 EH2039;SPC AR S     -   643,580.      423,010.      MT  (+/- 180 meters Scaled)
 EH2039
 EH2039                          SUPERSEDED SURVEY CONTROL
 EH2039
 EH2039  NGVD 29 (??/??/??)   70.231  (m)          230.42   (f) ADJUSTED    1 2
 EH2039
 EH2039.Superseded values are not recommended for survey control.
 EH2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2039.See file dsdata.txt to determine how the superseded data were derived.
 EH2039
 EH2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU144585(NAD 83)
 EH2039_MARKER: DD = SURVEY DISK
 EH2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2039_STAMPING: W. B. C. 1937
 EH2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2039+STABILITY: SURFACE MOTION
 EH2039
 EH2039  HISTORY     - Date     Condition        Report By
 EH2039  HISTORY     - 1937     MONUMENTED       ARGS
 EH2039  HISTORY     - 1963     GOOD             CGS
 EH2039  HISTORY     - 20030609 MARK NOT FOUND   USACE
 EH2039
 EH2039                          STATION DESCRIPTION
 EH2039
 EH2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EH2039'5.7 MI N FROM CARLISLE.
 EH2039'LOCATED 5.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO ROCK
 EH2039'ISLAND AND PACIFIC RAILROAD STATION AT CARLISLE 226 FEET NORTHEAST OF
 EH2039'THE CENTER OF THE HIGHWAY AT THE OUTSIDE OF A CURVE, WHERE THE OLD
 EH2039'ROAD FORMED A T INTERSECTION WITH AN EAST-WEST ROAD, 54 FEET NORTHWEST
 EH2039'OF THE INTERSECTION OF THE CENTERLINES, 226 FEET NORTHEAST OF THE
 EH2039'CENTERLINE OF STATE HIGHWAY 13, 11 FEET NORTHEAST OF A FENCE CORNER,
 EH2039'32 FEET NORTH OF THE EAST-WEST ROAD, 52 FEET SOUTHEAST OF THE
 EH2039'SOUTHEAST CORNER OF A HOUSE, 1 FOOT NORTH OF METAL WITNESS POST.  IT
 EH2039'IS A STANDARD USC AND G AND STATE SURVEY DISK, STAMPED W. B. C. 1937
 EH2039'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE
 EH2039'GROUND, NEAR CORNER OF SECS. 21, 22, 27, AND 28, T 3 N, R 7 W.
 EH2039
 EH2039                          STATION RECOVERY (2003)
 EH2039
 EH2039'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2409 ***********************************************************************
 EH2409  DESIGNATION -  WBD
 EH2409  PID         -  EH2409
 EH2409  STATE/COUNTY-  AR/LONOKE
 EH2409  USGS QUAD   -  LONOKE (1982)
 EH2409
 EH2409                         *CURRENT SURVEY CONTROL
 EH2409  ___________________________________________________________________
 EH2409* NAD 83(1986)-  34 50 10.     (N)    091 59 55.     (W)     SCALED    
 EH2409* NAVD 88     -        77.467  (meters)     254.16   (feet)  POSTED    
 EH2409  ___________________________________________________________________
 EH2409  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2409  DYNAMIC HT  -          77.400 (meters)     253.94  (feet)  COMP
 EH2409  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 EH2409
 EH2409  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2409
 EH2409.The horizontal coordinates were scaled from a topographic map and have
 EH2409.an estimated accuracy of +/- 6 seconds.
 EH2409
 EH2409.The orthometric height was determined by differential leveling
 EH2409.and adjusted by the National Geodetic Survey in 1992..
 EH2409.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2409.rate of 0.0 thru 1.0 mm/km.
 EH2409
 EH2409.The geoid height was determined by GEOID03.
 EH2409
 EH2409.The dynamic height is computed by dividing the NAVD 88
 EH2409.geopotential number by the normal gravity value computed on the
 EH2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2409.degrees latitude (g = 980.6199 gals.).
 EH2409
 EH2409.The modeled gravity was interpolated from observed gravity values.
 EH2409
 EH2409;                    North         East    Units  Estimated Accuracy
 EH2409;SPC AR S     -   640,630.      400,130.      MT  (+/- 180 meters Scaled)
 EH2409
 EH2409                          SUPERSEDED SURVEY CONTROL
 EH2409
 EH2409  NGVD 29 (??/??/??)   77.484  (m)          254.21   (f) ADJUSTED    2 0
 EH2409
 EH2409.Superseded values are not recommended for survey control.
 EH2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2409.See file dsdata.txt to determine how the superseded data were derived.
 EH2409
 EH2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU915553(NAD 83)
 EH2409_MARKER: DD = SURVEY DISK
 EH2409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2409_SP_SET: CEDAR TREE
 EH2409_STAMPING: W B D 1937
 EH2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2409
 EH2409  HISTORY     - Date     Condition        Report By
 EH2409  HISTORY     - 1937     MONUMENTED       ARGS
 EH2409  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH2409
 EH2409                          STATION DESCRIPTION
 EH2409
 EH2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2409'8.1 MI E FROM JACKSONVILLE.
 EH2409'IN LONOKE COUNTY, 8.1 MILES EAST ALONG COUNTY ROADS FROM THE MISSOURI
 EH2409'PACIFIC RAILROAD STATION AT JACKSONVILLE, PULASKI COUNTY, ABOUT 1 MILE
 EH2409'WEST OF THE JUNCTION OF STATE HIGHWAY 89, ABOUT 1,000 FEET WEST OF A
 EH2409'TWO-STORY YELLOW FARMHOUSE, AT BRANCH CEMETERY, AT THE NORTHWEST
 EH2409'CORNER, 80 FEET WEST OF A 32-INCH RED OAK TREE, 30 FEET SOUTH OF THE
 EH2409'CENTERLINE OF THE ROAD, 20 FEET NORTH OF A TEN-INCH CEDAR TREE, AND 2
 EH2409'FEET NORTH OF A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2051 ***********************************************************************
 EH2051  DESIGNATION -  WBF
 EH2051  PID         -  EH2051
 EH2051  STATE/COUNTY-  AR/LONOKE
 EH2051  USGS QUAD   -  WATTENSAW (1982)
 EH2051
 EH2051                         *CURRENT SURVEY CONTROL
 EH2051  ___________________________________________________________________
 EH2051* NAD 83(1986)-  34 54 38.     (N)    091 45 39.     (W)     SCALED    
 EH2051* NAVD 88     -        70.864  (meters)     232.49   (feet)  ADJUSTED  
 EH2051  ___________________________________________________________________
 EH2051  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2051  DYNAMIC HT  -          70.798 (meters)     232.28  (feet)  COMP
 EH2051  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 EH2051
 EH2051  VERT ORDER  -  FIRST     CLASS II
 EH2051
 EH2051.The horizontal coordinates were scaled from a topographic map and have
 EH2051.an estimated accuracy of +/- 6 seconds.
 EH2051
 EH2051.The orthometric height was determined by differential leveling
 EH2051.and adjusted by the National Geodetic Survey in June 1991..
 EH2051
 EH2051.The geoid height was determined by GEOID03.
 EH2051
 EH2051.The dynamic height is computed by dividing the NAVD 88
 EH2051.geopotential number by the normal gravity value computed on the
 EH2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2051.degrees latitude (g = 980.6199 gals.).
 EH2051
 EH2051.The modeled gravity was interpolated from observed gravity values.
 EH2051
 EH2051;                    North         East    Units  Estimated Accuracy
 EH2051;SPC AR S     -   648,910.      421,860.      MT  (+/- 180 meters Scaled)
 EH2051
 EH2051                          SUPERSEDED SURVEY CONTROL
 EH2051
 EH2051  NGVD 29 (??/??/??)   70.870  (m)          232.51   (f) ADJUSTED    1 2
 EH2051
 EH2051.Superseded values are not recommended for survey control.
 EH2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2051.See file dsdata.txt to determine how the superseded data were derived.
 EH2051
 EH2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU132638(NAD 83)
 EH2051_MARKER: Z = SEE DESCRIPTION
 EH2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2051_STAMPING: WBF 1937
 EH2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2051+STABILITY: SURFACE MOTION
 EH2051
 EH2051  HISTORY     - Date     Condition        Report By
 EH2051  HISTORY     - 1937     MONUMENTED       ARGS
 EH2051  HISTORY     - 1967     GOOD             CGS
 EH2051
 EH2051                          STATION DESCRIPTION
 EH2051
 EH2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2051'10.3 N FROM CARLISLE.
 EH2051'FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION IN
 EH2051'CARLISLE, GO NORTH ON STATE HIGHWAY 13 FOR 10.1 MILES TO A CURVE IN
 EH2051'THE HIGHWAY, THENCE EASTERLY ON THE HIGHWAY FOR 0.2 MILE TO THE W.O.
 EH2051'KING HOUSE AND THE MARK ON THE RIGHT, 77 FEET NORTHWEST OF THE
 EH2051'NORTHWEST CORNER OF THE HOUSE, 72 FEET SOUTH OF THE CENTER OF THE
 EH2051'HIGHWAY, 24 FEET NORTH OF A 24 INCH OAK TREE, 1 FOOT EAST OF A FENCE,
 EH2051'1 FOOT SOUTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND
 EH2051'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS ON LAND OWNED BY
 EH2051'MR. W.O. KING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2056 ***********************************************************************
 EH2056  DESIGNATION -  WBG
 EH2056  PID         -  EH2056
 EH2056  STATE/COUNTY-  AR/PRAIRIE
 EH2056  USGS QUAD   -  HICKORY PLAINS (1994)
 EH2056
 EH2056                         *CURRENT SURVEY CONTROL
 EH2056  ___________________________________________________________________
 EH2056* NAD 83(1986)-  34 56 25.     (N)    091 44 47.     (W)     SCALED    
 EH2056* NAVD 88     -        77.95   (+/-2cm)     255.7    (feet)  VERTCON   
 EH2056  ___________________________________________________________________
 EH2056  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EH2056
 EH2056  VERT ORDER  -  ? (See Below)
 EH2056
 EH2056.The horizontal coordinates were scaled from a topographic map and have
 EH2056.an estimated accuracy of +/- 6 seconds.
 EH2056
 EH2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2056.The vertical order pertains to the NGVD 29 superseded value.
 EH2056
 EH2056.The geoid height was determined by GEOID03.
 EH2056
 EH2056;                    North         East    Units  Estimated Accuracy
 EH2056;SPC AR S     -   652,210.      423,170.      MT  (+/- 180 meters Scaled)
 EH2056
 EH2056                          SUPERSEDED SURVEY CONTROL
 EH2056
 EH2056  NGVD 29 (??/??/??)   77.950  (m)          255.74   (f) ADJUSTED    ?  
 EH2056
 EH2056.Superseded values are not recommended for survey control.
 EH2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2056.See file dsdata.txt to determine how the superseded data were derived.
 EH2056
 EH2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU144671(NAD 83)
 EH2056_MARKER: DD = SURVEY DISK
 EH2056_SETTING: 0 = UNSPECIFIED SETTING
 EH2056_STAMPING: W B G 1937
 EH2056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2056
 EH2056  HISTORY     - Date     Condition        Report By
 EH2056  HISTORY     - 1937     MONUMENTED       ARGS
 EH2056  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH2056  HISTORY     - 1967     MARK NOT FOUND   CGS
 EH2056
 EH2056                          STATION DESCRIPTION
 EH2056
 EH2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2056'3.7 MI S FROM HICKORY PLAINS.
 EH2056'3.7 MILES SOUTH ALONG THE CARLISLE ROAD FROM THE POST OFFICE AT
 EH2056'HICKORY PLAINS, AT THE CHARLES JONES RESIDENCE, 110 FEET WEST OF THE
 EH2056'SOUTHWEST CORNER OF THE HOUSE, 85 FEET WEST OF THE SOUTHWEST CORNER OF
 EH2056'THE YARD, 26 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 48 FEET
 EH2056'SOUTHWEST OF AN 18-INCH HICKORY TREE.
 EH2056
 EH2056                          STATION RECOVERY (1967)
 EH2056
 EH2056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2060 ***********************************************************************
 EH2060  DESIGNATION -  WBH RESET
 EH2060  PID         -  EH2060
 EH2060  STATE/COUNTY-  AR/PRAIRIE
 EH2060  USGS QUAD   -  HICKORY PLAINS (1994)
 EH2060
 EH2060                         *CURRENT SURVEY CONTROL
 EH2060  ___________________________________________________________________
 EH2060* NAD 83(1986)-  34 57 51.     (N)    091 44 45.     (W)     SCALED    
 EH2060* NAVD 88     -        79.75   (meters)     261.6    (feet)  RESET     
 EH2060  ___________________________________________________________________
 EH2060  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EH2060
 EH2060  VERT ORDER  -  THIRD
 EH2060
 EH2060.The horizontal coordinates were scaled from a topographic map and have
 EH2060.an estimated accuracy of +/- 6 seconds.
 EH2060
 EH2060.The orthometric height was computed from unverified reset data.
 EH2060
 EH2060.The geoid height was determined by GEOID03.
 EH2060
 EH2060;                    North         East    Units  Estimated Accuracy
 EH2060;SPC AR S     -   654,860.      423,210.      MT  (+/- 180 meters Scaled)
 EH2060
 EH2060                          SUPERSEDED SURVEY CONTROL
 EH2060
 EH2060  NGVD 29 (??/??/??)   79.75   (m)          261.6    (f) RESET       3  
 EH2060
 EH2060.Superseded values are not recommended for survey control.
 EH2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2060.See file dsdata.txt to determine how the superseded data were derived.
 EH2060
 EH2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU144697(NAD 83)
 EH2060_MARKER: DB = BENCH MARK DISK
 EH2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2060_STAMPING: WBH RESET 1967
 EH2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2060+STABILITY: SURFACE MOTION
 EH2060
 EH2060  HISTORY     - Date     Condition        Report By
 EH2060  HISTORY     - 1967     MONUMENTED       CGS
 EH2060
 EH2060                          STATION DESCRIPTION
 EH2060
 EH2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2060'2.8 MI S FROM HICKORY PLAINS.
 EH2060'FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 38 IN HICKORY PLAINS, GO
 EH2060'SOUTH ON STATE HIGHWAY 13 FOR 2.05 MILES TO A CURVE, THENCE SOUTH ON
 EH2060'THE HIGHWAY FOR 0.25 MILE TO THE MARK AND A HOUSE ON THE LEFT, 148
 EH2060'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 112 FEET
 EH2060'NORTH-EAST OF A POWERLINE POLE, 47 FEET EAST OF THE CENTER OF THE
 EH2060'HIGHWAY, 43 FEET NORTH OF THE CENTER OF A DRIVE WAY, 6 FEET EAST OF A
 EH2060'FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A METAL
 EH2060'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 EH2060'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0326 ***********************************************************************
 EJ0326  DESIGNATION -  WBI
 EJ0326  PID         -  EJ0326
 EJ0326  STATE/COUNTY-  AR/LONOKE
 EJ0326  USGS QUAD   -  JACKSONVILLE (1987)
 EJ0326
 EJ0326                         *CURRENT SURVEY CONTROL
 EJ0326  ___________________________________________________________________
 EJ0326* NAD 83(1986)-  34 50 35.     (N)    092 01 25.     (W)     SCALED    
 EJ0326* NAVD 88     -        78.809  (meters)     258.56   (feet)  POSTED    
 EJ0326  ___________________________________________________________________
 EJ0326  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EJ0326  DYNAMIC HT  -          78.740 (meters)     258.33  (feet)  COMP
 EJ0326  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 EJ0326
 EJ0326  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0326
 EJ0326.The horizontal coordinates were scaled from a topographic map and have
 EJ0326.an estimated accuracy of +/- 6 seconds.
 EJ0326
 EJ0326.The orthometric height was determined by differential leveling
 EJ0326.and adjusted by the National Geodetic Survey in 1992..
 EJ0326.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0326.rate of 0.0 thru 1.0 mm/km.
 EJ0326
 EJ0326.The geoid height was determined by GEOID03.
 EJ0326
 EJ0326.The dynamic height is computed by dividing the NAVD 88
 EJ0326.geopotential number by the normal gravity value computed on the
 EJ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0326.degrees latitude (g = 980.6199 gals.).
 EJ0326
 EJ0326.The modeled gravity was interpolated from observed gravity values.
 EJ0326
 EJ0326;                    North         East    Units  Estimated Accuracy
 EJ0326;SPC AR S     -   641,400.      397,840.      MT  (+/- 180 meters Scaled)
 EJ0326
 EJ0326                          SUPERSEDED SURVEY CONTROL
 EJ0326
 EJ0326  NGVD 29 (??/??/92)   78.83   (m)          258.6    (f) COMPUTED    2 0
 EJ0326
 EJ0326.Superseded values are not recommended for survey control.
 EJ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0326.See file dsdata.txt to determine how the superseded data were derived.
 EJ0326
 EJ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU892560(NAD 83)
 EJ0326_MARKER: DB = BENCH MARK DISK
 EJ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0326_STAMPING: W B I 1937
 EJ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0326+STABILITY: SURFACE MOTION
 EJ0326
 EJ0326  HISTORY     - Date     Condition        Report By
 EJ0326  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0326  HISTORY     - 1955     GOOD             NGS
 EJ0326  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ0326
 EJ0326                          STATION DESCRIPTION
 EJ0326
 EJ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0326'5.85 MI E FROM JACKSONVILLE.
 EJ0326'0.75 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 EJ0326'JACKSONVILLE, THENCE 2.0 MILES EAST ALONG AN OILED ROAD, THENCE 3.1
 EJ0326'MILES EAST ALONG A GRAVELED ROAD, 95 FEET SOUTHWEST OF THE SOUTHWEST
 EJ0326'CORNER OF A FARMHOUSE, 66 FEET WEST OF A 50 INCH OAK TREE, 46 FEET
 EJ0326'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 26 FEET NORTH OF THE
 EJ0326'CENTER LINE OF A PRIVATE ROAD LEADING EAST, SET IN THE TOP OF A
 EJ0326'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EJ0326
 EJ0326                          STATION RECOVERY (1976)
 EJ0326
 EJ0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EJ0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1963 ***********************************************************************
 EH1963  DESIGNATION -  WBJ
 EH1963  PID         -  EH1963
 EH1963  STATE/COUNTY-  AR/LONOKE
 EH1963  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1963
 EH1963                         *CURRENT SURVEY CONTROL
 EH1963  ___________________________________________________________________
 EH1963* NAD 83(1986)-  34 51 47.     (N)    091 47 00.     (W)     SCALED    
 EH1963* NAVD 88     -        70.166  (meters)     230.20   (feet)  ADJUSTED  
 EH1963  ___________________________________________________________________
 EH1963  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1963  DYNAMIC HT  -          70.101 (meters)     229.99  (feet)  COMP
 EH1963  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 EH1963
 EH1963  VERT ORDER  -  FIRST     CLASS II
 EH1963
 EH1963.The horizontal coordinates were scaled from a topographic map and have
 EH1963.an estimated accuracy of +/- 6 seconds.
 EH1963
 EH1963.The orthometric height was determined by differential leveling
 EH1963.and adjusted by the National Geodetic Survey in June 1991..
 EH1963
 EH1963.The geoid height was determined by GEOID03.
 EH1963
 EH1963.The dynamic height is computed by dividing the NAVD 88
 EH1963.geopotential number by the normal gravity value computed on the
 EH1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1963.degrees latitude (g = 980.6199 gals.).
 EH1963
 EH1963.The modeled gravity was interpolated from observed gravity values.
 EH1963
 EH1963;                    North         East    Units  Estimated Accuracy
 EH1963;SPC AR S     -   643,640.      419,810.      MT  (+/- 180 meters Scaled)
 EH1963
 EH1963                          SUPERSEDED SURVEY CONTROL
 EH1963
 EH1963  NGVD 29 (??/??/??)   70.176  (m)          230.24   (f) ADJUSTED    1 2
 EH1963
 EH1963.Superseded values are not recommended for survey control.
 EH1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1963.See file dsdata.txt to determine how the superseded data were derived.
 EH1963
 EH1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU112585(NAD 83)
 EH1963_MARKER: DD = SURVEY DISK
 EH1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1963_STAMPING: W B J 1937
 EH1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1963+STABILITY: SURFACE MOTION
 EH1963
 EH1963  HISTORY     - Date     Condition        Report By
 EH1963  HISTORY     - 1937     MONUMENTED       ARGS
 EH1963  HISTORY     - 1955     GOOD             CGS
 EH1963
 EH1963                          STATION DESCRIPTION
 EH1963
 EH1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1963'7.75 MI N FROM CARLISLE.
 EH1963'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1963'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 0.45 MILE WEST ALONG
 EH1963'STATE HIGHWAY 13, THENCE 1.5 MILES WEST ALONG A GRADED DIRT ROAD, 59
 EH1963'FEET NORTH OF A 24 INCH OAK TREE, 26 FEET NORTH OF THE CENTER LINE OF
 EH1963'AN EAST AND WEST ROAD, 14 FEET EAST OF THE CENTER LINE OF A ROAD
 EH1963'LEADING NORTH, 1 FOOT NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF A
 EH1963'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 EH1963'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1958 ***********************************************************************
 EH1958  DESIGNATION -  WBK
 EH1958  PID         -  EH1958
 EH1958  STATE/COUNTY-  AR/LONOKE
 EH1958  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1958
 EH1958                         *CURRENT SURVEY CONTROL
 EH1958  ___________________________________________________________________
 EH1958* NAD 83(1986)-  34 51 51.     (N)    091 49 18.     (W)     SCALED    
 EH1958* NAVD 88     -        69.579  (meters)     228.28   (feet)  ADJUSTED  
 EH1958  ___________________________________________________________________
 EH1958  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1958  DYNAMIC HT  -          69.514 (meters)     228.06  (feet)  COMP
 EH1958  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 EH1958
 EH1958  VERT ORDER  -  FIRST     CLASS II
 EH1958
 EH1958.The horizontal coordinates were scaled from a topographic map and have
 EH1958.an estimated accuracy of +/- 6 seconds.
 EH1958
 EH1958.The orthometric height was determined by differential leveling
 EH1958.and adjusted by the National Geodetic Survey in June 1991..
 EH1958
 EH1958.The geoid height was determined by GEOID03.
 EH1958
 EH1958.The dynamic height is computed by dividing the NAVD 88
 EH1958.geopotential number by the normal gravity value computed on the
 EH1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1958.degrees latitude (g = 980.6199 gals.).
 EH1958
 EH1958.The modeled gravity was interpolated from observed gravity values.
 EH1958
 EH1958;                    North         East    Units  Estimated Accuracy
 EH1958;SPC AR S     -   643,760.      416,310.      MT  (+/- 180 meters Scaled)
 EH1958
 EH1958                          SUPERSEDED SURVEY CONTROL
 EH1958
 EH1958  NGVD 29 (??/??/??)   69.588  (m)          228.31   (f) ADJUSTED    1 2
 EH1958
 EH1958.Superseded values are not recommended for survey control.
 EH1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1958.See file dsdata.txt to determine how the superseded data were derived.
 EH1958
 EH1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU077586(NAD 83)
 EH1958_MARKER: DD = SURVEY DISK
 EH1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1958_STAMPING: W B K 1937
 EH1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1958+STABILITY: SURFACE MOTION
 EH1958
 EH1958  HISTORY     - Date     Condition        Report By
 EH1958  HISTORY     - 1937     MONUMENTED       ARGS
 EH1958  HISTORY     - 1955     GOOD             CGS
 EH1958
 EH1958                          STATION DESCRIPTION
 EH1958
 EH1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1958'9.1 MI N FROM LONOKE.
 EH1958'6.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1958'AND PACIFIC RAILROAD STATION AT LONOKE, THENCE 2.0 MILES EAST ALONG A
 EH1958'CRUSHED ROCK ROAD, THENCE 1.0 MILE EAST ALONG AN ABANDONED ROAD, 130
 EH1958'FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 35 FEET
 EH1958'NORTHEAST OF A 36 INCH OAK TREE, 29 FEET WEST OF THE CENTER LINE OF A
 EH1958'NORTH AND SOUTH ROAD, 3 FEET SOUTHWEST OF A 12 INCH HICKORY TREE, 2
 EH1958'FEET NORTH OF A WITNESS POST, 1.0 MILE WEST OF BENCH MARK R 111, SET
 EH1958'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 EH1958'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1953 ***********************************************************************
 EH1953  DESIGNATION -  WBL
 EH1953  PID         -  EH1953
 EH1953  STATE/COUNTY-  AR/LONOKE
 EH1953  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1953
 EH1953                         *CURRENT SURVEY CONTROL
 EH1953  ___________________________________________________________________
 EH1953* NAD 83(1986)-  34 51 51.     (N)    091 51 25.     (W)     SCALED    
 EH1953* NAVD 88     -        71.417  (meters)     234.31   (feet)  ADJUSTED  
 EH1953  ___________________________________________________________________
 EH1953  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1953  DYNAMIC HT  -          71.350 (meters)     234.09  (feet)  COMP
 EH1953  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 EH1953
 EH1953  VERT ORDER  -  FIRST     CLASS II
 EH1953
 EH1953.The horizontal coordinates were scaled from a topographic map and have
 EH1953.an estimated accuracy of +/- 6 seconds.
 EH1953
 EH1953.The orthometric height was determined by differential leveling
 EH1953.and adjusted by the National Geodetic Survey in June 1991..
 EH1953
 EH1953.The geoid height was determined by GEOID03.
 EH1953
 EH1953.The dynamic height is computed by dividing the NAVD 88
 EH1953.geopotential number by the normal gravity value computed on the
 EH1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1953.degrees latitude (g = 980.6199 gals.).
 EH1953
 EH1953.The modeled gravity was interpolated from observed gravity values.
 EH1953
 EH1953;                    North         East    Units  Estimated Accuracy
 EH1953;SPC AR S     -   643,750.      413,080.      MT  (+/- 180 meters Scaled)
 EH1953
 EH1953                          SUPERSEDED SURVEY CONTROL
 EH1953
 EH1953  NGVD 29 (??/??/??)   71.426  (m)          234.34   (f) ADJUSTED    1 2
 EH1953
 EH1953.Superseded values are not recommended for survey control.
 EH1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1953.See file dsdata.txt to determine how the superseded data were derived.
 EH1953
 EH1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU044585(NAD 83)
 EH1953_MARKER: DD = SURVEY DISK
 EH1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1953_STAMPING: W B L 1937
 EH1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1953+STABILITY: SURFACE MOTION
 EH1953
 EH1953  HISTORY     - Date     Condition        Report By
 EH1953  HISTORY     - 1937     MONUMENTED       ARGS
 EH1953  HISTORY     - 1955     GOOD             CGS
 EH1953
 EH1953                          STATION DESCRIPTION
 EH1953
 EH1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1953'7.15 MI N FROM LONOKE.
 EH1953'6.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1953'AND PACIFIC RAILROAD STATION AT LONOKE, THENCE 1.05 MILES EAST ALONG A
 EH1953'CRUSHED ROCK ROAD, 47 FEET NORTH OF A POWER POLE, 36 FEET EAST OF THE
 EH1953'CENTER LINE OF A DIRT ROAD LEADING NORTH, 23 FEET NORTH OF THE CENTER
 EH1953'LINE OF AN EAST AND WEST ROAD, 2.4 FEET NORTHEAST OF A FENCE CORNER,
 EH1953'1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH1953'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1948 ***********************************************************************
 EH1948  DESIGNATION -  WBM
 EH1948  PID         -  EH1948
 EH1948  STATE/COUNTY-  AR/LONOKE
 EH1948  USGS QUAD   -  LONOKE (1982)
 EH1948
 EH1948                         *CURRENT SURVEY CONTROL
 EH1948  ___________________________________________________________________
 EH1948* NAD 83(1986)-  34 51 50.     (N)    091 53 34.     (W)     SCALED    
 EH1948* NAVD 88     -        76.03   (+/-2cm)     249.4    (feet)  VERTCON   
 EH1948  ___________________________________________________________________
 EH1948  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1948
 EH1948  VERT ORDER  -  ? (See Below)
 EH1948
 EH1948.The horizontal coordinates were scaled from a topographic map and have
 EH1948.an estimated accuracy of +/- 6 seconds.
 EH1948
 EH1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1948.The vertical order pertains to the NGVD 29 superseded value.
 EH1948
 EH1948.The geoid height was determined by GEOID03.
 EH1948
 EH1948;                    North         East    Units  Estimated Accuracy
 EH1948;SPC AR S     -   643,720.      409,810.      MT  (+/- 180 meters Scaled)
 EH1948
 EH1948                          SUPERSEDED SURVEY CONTROL
 EH1948
 EH1948  NGVD 29 (??/??/??)   76.037  (m)          249.46   (f) ADJUSTED    ?  
 EH1948
 EH1948.Superseded values are not recommended for survey control.
 EH1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1948.See file dsdata.txt to determine how the superseded data were derived.
 EH1948
 EH1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU012585(NAD 83)
 EH1948_MARKER: DD = SURVEY DISK
 EH1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1948_STAMPING: W B M 1937
 EH1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1948+STABILITY: SURFACE MOTION
 EH1948
 EH1948  HISTORY     - Date     Condition        Report By
 EH1948  HISTORY     - 1937     MONUMENTED       ARGS
 EH1948  HISTORY     - 1955     GOOD             CGS
 EH1948  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1948
 EH1948                          STATION DESCRIPTION
 EH1948
 EH1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1948'7.1 MI N FROM LONOKE.
 EH1948'6.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1948'AND PACIFIC RAILROAD STATION AT LONOKE, THENCE 1.0 MILE WEST ALONG A
 EH1948'GRAVELED ROAD, AT THE FAIRVIEW SCHOOL, 36 FEET SOUTH OF THE CENTER
 EH1948'LINE OF AN EAST AND WEST ROAD, 134 FEET NORTHWEST OF THE NORTHWEST
 EH1948'CORNER OF A SCHOOLHOUSE, 28 FEET EAST OF THE CENTER LINE OF A NORTH
 EH1948'AND SOUTH ROAD, 10.5 FEET SOUTHEAST OF A POWER POLE, SET IN THE TOP OF
 EH1948'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EH1948
 EH1948                          STATION RECOVERY (1976)
 EH1948
 EH1948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1947 ***********************************************************************
 EH1947  DESIGNATION -  WBN
 EH1947  PID         -  EH1947
 EH1947  STATE/COUNTY-  AR/LONOKE
 EH1947  USGS QUAD   -  LONOKE (1982)
 EH1947
 EH1947                         *CURRENT SURVEY CONTROL
 EH1947  ___________________________________________________________________
 EH1947* NAD 83(1986)-  34 51 51.     (N)    091 55 04.     (W)     SCALED    
 EH1947* NAVD 88     -        73.90   (+/-2cm)     242.5    (feet)  VERTCON   
 EH1947  ___________________________________________________________________
 EH1947  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1947
 EH1947  VERT ORDER  -  ? (See Below)
 EH1947
 EH1947.The horizontal coordinates were scaled from a topographic map and have
 EH1947.an estimated accuracy of +/- 6 seconds.
 EH1947
 EH1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1947.The vertical order pertains to the NGVD 29 superseded value.
 EH1947
 EH1947.The geoid height was determined by GEOID03.
 EH1947
 EH1947;                    North         East    Units  Estimated Accuracy
 EH1947;SPC AR S     -   643,740.      407,520.      MT  (+/- 180 meters Scaled)
 EH1947
 EH1947                          SUPERSEDED SURVEY CONTROL
 EH1947
 EH1947  NGVD 29 (??/??/??)   73.904  (m)          242.47   (f) ADJUSTED    ?  
 EH1947
 EH1947.Superseded values are not recommended for survey control.
 EH1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1947.See file dsdata.txt to determine how the superseded data were derived.
 EH1947
 EH1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU989585(NAD 83)
 EH1947_MARKER: DD = SURVEY DISK
 EH1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1947_STAMPING: W B N 1937
 EH1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1947+STABILITY: SURFACE MOTION
 EH1947
 EH1947  HISTORY     - Date     Condition        Report By
 EH1947  HISTORY     - 1937     MONUMENTED       ARGS
 EH1947  HISTORY     - 1955     GOOD             CGS
 EH1947  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1947
 EH1947                          STATION DESCRIPTION
 EH1947
 EH1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1947'8.5 MI NW FROM LONOKE.
 EH1947'6.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1947'AND PACIFIC RAILROAD STATION AT LONOKE, THENCE 2.4 MILES WEST ALONG A
 EH1947'GRAVELED ROAD, 64 FEET NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE,
 EH1947'66 FEET WEST OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTH,
 EH1947'74 FEET WEST OF A POWER POLE, 42 FEET NORTHEAST OF A 16 INCH GUM TREE,
 EH1947'21 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, SET IN THE
 EH1947'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH1947
 EH1947                          STATION RECOVERY (1976)
 EH1947
 EH1947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0324 ***********************************************************************
 EJ0324  DESIGNATION -  WBP
 EJ0324  PID         -  EJ0324
 EJ0324  STATE/COUNTY-  AR/PULASKI
 EJ0324  USGS QUAD   -  JACKSONVILLE (1987)
 EJ0324
 EJ0324                         *CURRENT SURVEY CONTROL
 EJ0324  ___________________________________________________________________
 EJ0324* NAD 83(1986)-  34 50 58.     (N)    092 03 44.     (W)     SCALED    
 EJ0324* NAVD 88     -        78.520  (meters)     257.61   (feet)  POSTED    
 EJ0324  ___________________________________________________________________
 EJ0324  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EJ0324  DYNAMIC HT  -          78.450 (meters)     257.38  (feet)  COMP
 EJ0324  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 EJ0324
 EJ0324  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0324
 EJ0324.The horizontal coordinates were scaled from a topographic map and have
 EJ0324.an estimated accuracy of +/- 6 seconds.
 EJ0324
 EJ0324.The orthometric height was determined by differential leveling
 EJ0324.and adjusted by the National Geodetic Survey in 1992..
 EJ0324.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0324.rate of 0.0 thru 1.0 mm/km.
 EJ0324
 EJ0324.The geoid height was determined by GEOID03.
 EJ0324
 EJ0324.The dynamic height is computed by dividing the NAVD 88
 EJ0324.geopotential number by the normal gravity value computed on the
 EJ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0324.degrees latitude (g = 980.6199 gals.).
 EJ0324
 EJ0324.The modeled gravity was interpolated from observed gravity values.
 EJ0324
 EJ0324;                    North         East    Units  Estimated Accuracy
 EJ0324;SPC AR S     -   642,110.      394,310.      MT  (+/- 180 meters Scaled)
 EJ0324
 EJ0324                          SUPERSEDED SURVEY CONTROL
 EJ0324
 EJ0324  NGVD 29 (??/??/92)   78.54   (m)          257.7    (f) COMPUTED    2 0
 EJ0324
 EJ0324.Superseded values are not recommended for survey control.
 EJ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0324.See file dsdata.txt to determine how the superseded data were derived.
 EJ0324
 EJ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU857567(NAD 83)
 EJ0324_MARKER: DB = BENCH MARK DISK
 EJ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0324_STAMPING: W B P 1937
 EJ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0324+STABILITY: SURFACE MOTION
 EJ0324
 EJ0324  HISTORY     - Date     Condition        Report By
 EJ0324  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0324  HISTORY     - 1955     GOOD             NGS
 EJ0324  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0324
 EJ0324                          STATION DESCRIPTION
 EJ0324
 EJ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0324'3.55 MI E FROM JACKSONVILLE.
 EJ0324'0.75 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 EJ0324'JACKSONVILLE, THENCE 2.0 MILES EAST ALONG AN OILED ROAD, THENCE 0.8
 EJ0324'MILE EAST ALONG A GRAVELED ROAD, 88 FEET NORTHWEST OF A POWER POLE, 77
 EJ0324'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 36 FEET NORTH OF
 EJ0324'THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, AT A JUNCTION WITH
 EJ0324'A DIRT ROAD LEADING SOUTH, 3 FEET SOUTH OF A FENCE, SET IN THE TOP OF
 EJ0324'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EJ0324
 EJ0324                          STATION RECOVERY (1989)
 EJ0324
 EJ0324'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0412 ***********************************************************************
 EJ0412  DESIGNATION -  WBQ
 EJ0412  PID         -  EJ0412
 EJ0412  STATE/COUNTY-  AR/PULASKI
 EJ0412  USGS QUAD   -  MAYFLOWER (1987)
 EJ0412
 EJ0412                         *CURRENT SURVEY CONTROL
 EJ0412  ___________________________________________________________________
 EJ0412* NAD 83(1986)-  34 54 39.     (N)    092 22 34.     (W)     SCALED    
 EJ0412* NAVD 88     -        84.049  (meters)     275.75   (feet)  POSTED    
 EJ0412  ___________________________________________________________________
 EJ0412  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EJ0412  DYNAMIC HT  -          83.970 (meters)     275.49  (feet)  COMP
 EJ0412  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 EJ0412
 EJ0412  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EJ0412
 EJ0412.The horizontal coordinates were scaled from a topographic map and have
 EJ0412.an estimated accuracy of +/- 6 seconds.
 EJ0412
 EJ0412.The orthometric height was determined by differential leveling
 EJ0412.and adjusted by the National Geodetic Survey in 1992..
 EJ0412.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EJ0412.rate of 1.1 thru 2.0 mm/km.
 EJ0412
 EJ0412.The geoid height was determined by GEOID03.
 EJ0412
 EJ0412.The dynamic height is computed by dividing the NAVD 88
 EJ0412.geopotential number by the normal gravity value computed on the
 EJ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0412.degrees latitude (g = 980.6199 gals.).
 EJ0412
 EJ0412.The modeled gravity was interpolated from observed gravity values.
 EJ0412
 EJ0412;                    North         East    Units  Estimated Accuracy
 EJ0412;SPC AR S     -   648,980.      365,630.      MT  (+/- 180 meters Scaled)
 EJ0412
 EJ0412                          SUPERSEDED SURVEY CONTROL
 EJ0412
 EJ0412  NGVD 29 (??/??/92)   84.084  (m)          275.87   (f) ADJ UNCH    2 0
 EJ0412
 EJ0412.Superseded values are not recommended for survey control.
 EJ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0412.See file dsdata.txt to determine how the superseded data were derived.
 EJ0412
 EJ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU569633(NAD 83)
 EJ0412_MARKER: DB = BENCH MARK DISK
 EJ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0412_STAMPING: W B Q 1939
 EJ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0412+STABILITY: SURFACE MOTION
 EJ0412
 EJ0412  HISTORY     - Date     Condition        Report By
 EJ0412  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0412  HISTORY     - 1955     GOOD             NGS
 EJ0412
 EJ0412                          STATION DESCRIPTION
 EJ0412
 EJ0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0412'3.9 MI N FROM MARCHE.
 EJ0412'2.5 MILES NORTH ALONG A GRAVELED ROAD FROM THE MARCHE GROCERY AT
 EJ0412'MARCHE, THENCE 1.4 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 0.25 MILE
 EJ0412'SOUTH OF A CURVE IN THE ROAD, 77 FEET WEST OF THE SOUTHWEST CORNER OF
 EJ0412'THE STONE FOUNDATION AT AN ABANDONED FARMHOUSE SITE, 56 FEET NORTHWEST
 EJ0412'OF A 16 INCH SYCAMORE TREE, 43 FEET NORTH OF A 12 INCH PERSIMMON TREE,
 EJ0412'21 FEET EAST OF THE CENTER LINE OF A ROAD, SET IN THE TOP OF A
 EJ0412'CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2406 ***********************************************************************
 EH2406  DESIGNATION -  WBR
 EH2406  PID         -  EH2406
 EH2406  STATE/COUNTY-  AR/LONOKE
 EH2406  USGS QUAD   -  LONOKE (1982)
 EH2406
 EH2406                         *CURRENT SURVEY CONTROL
 EH2406  ___________________________________________________________________
 EH2406* NAD 83(1986)-  34 48 26.     (N)    091 59 08.     (W)     SCALED    
 EH2406* NAVD 88     -        76.762  (meters)     251.84   (feet)  ADJUSTED  
 EH2406  ___________________________________________________________________
 EH2406  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2406  DYNAMIC HT  -          76.691 (meters)     251.61  (feet)  COMP
 EH2406  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 EH2406
 EH2406  VERT ORDER  -  FIRST     CLASS II
 EH2406
 EH2406.The horizontal coordinates were scaled from a topographic map and have
 EH2406.an estimated accuracy of +/- 6 seconds.
 EH2406
 EH2406.The orthometric height was determined by differential leveling
 EH2406.and adjusted by the National Geodetic Survey in June 1991..
 EH2406
 EH2406.The geoid height was determined by GEOID03.
 EH2406
 EH2406.The dynamic height is computed by dividing the NAVD 88
 EH2406.geopotential number by the normal gravity value computed on the
 EH2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2406.degrees latitude (g = 980.6199 gals.).
 EH2406
 EH2406.The modeled gravity was interpolated from observed gravity values.
 EH2406
 EH2406;                    North         East    Units  Estimated Accuracy
 EH2406;SPC AR S     -   637,420.      401,320.      MT  (+/- 180 meters Scaled)
 EH2406
 EH2406                          SUPERSEDED SURVEY CONTROL
 EH2406
 EH2406  NGVD 29 (??/??/??)   76.785  (m)          251.92   (f) ADJUSTED    1 2
 EH2406
 EH2406.Superseded values are not recommended for survey control.
 EH2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2406.See file dsdata.txt to determine how the superseded data were derived.
 EH2406
 EH2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU927521(NAD 83)
 EH2406_MARKER: DD = SURVEY DISK
 EH2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2406_STAMPING: W B R 1937
 EH2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2406+STABILITY: SURFACE MOTION
 EH2406
 EH2406  HISTORY     - Date     Condition        Report By
 EH2406  HISTORY     - 1937     MONUMENTED       ARGS
 EH2406  HISTORY     - 1954     GOOD             CGS
 EH2406  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2406
 EH2406                          STATION DESCRIPTION
 EH2406
 EH2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2406'2.15 MI N FROM METO.
 EH2406'1.65 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STATION SIGN AT
 EH2406'METO, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD, 54.8 FEET
 EH2406'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 37 FEET WEST OF THE
 EH2406'CENTER LINE OF A ROAD LEADING NORTH, 20 FEET NORTH OF THE CENTER LINE
 EH2406'OF AN EAST AND WEST ROAD, 20.3 FEET WEST OF A POWER POLE, 15.3 FEET
 EH2406'EAST OF A 28 INCH GUM TREE, SET IN THE TOP OF A CONCRETE POST WHICH
 EH2406'PROJECTS 0.3 FEET ABOVE THE GROUND.
 EH2406
 EH2406                          STATION RECOVERY (1976)
 EH2406
 EH2406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1877 ***********************************************************************
 EH1877  DESIGNATION -  WBS RESET
 EH1877  PID         -  EH1877
 EH1877  STATE/COUNTY-  AR/LONOKE
 EH1877  USGS QUAD   -  OAK GROVE (1982)
 EH1877
 EH1877                         *CURRENT SURVEY CONTROL
 EH1877  ___________________________________________________________________
 EH1877* NAD 83(1986)-  34 59 10.     (N)    091 57 49.     (W)     SCALED    
 EH1877* NAVD 88     -        96.675  (meters)     317.17   (feet)  ADJUSTED  
 EH1877  ___________________________________________________________________
 EH1877  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EH1877  DYNAMIC HT  -          96.585 (meters)     316.88  (feet)  COMP
 EH1877  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 EH1877
 EH1877  VERT ORDER  -  FIRST     CLASS II
 EH1877
 EH1877.The horizontal coordinates were scaled from a topographic map and have
 EH1877.an estimated accuracy of +/- 6 seconds.
 EH1877
 EH1877.The orthometric height was determined by differential leveling
 EH1877.and adjusted by the National Geodetic Survey in June 1991..
 EH1877
 EH1877.The geoid height was determined by GEOID03.
 EH1877
 EH1877.The dynamic height is computed by dividing the NAVD 88
 EH1877.geopotential number by the normal gravity value computed on the
 EH1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1877.degrees latitude (g = 980.6199 gals.).
 EH1877
 EH1877.The modeled gravity was interpolated from observed gravity values.
 EH1877
 EH1877;                    North         East    Units  Estimated Accuracy
 EH1877;SPC AR S     -   657,270.      403,320.      MT  (+/- 180 meters Scaled)
 EH1877
 EH1877                          SUPERSEDED SURVEY CONTROL
 EH1877
 EH1877  NGVD 29 (??/??/??)   96.67   (m)          317.2    (f) RESET       3  
 EH1877
 EH1877.Superseded values are not recommended for survey control.
 EH1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1877.See file dsdata.txt to determine how the superseded data were derived.
 EH1877
 EH1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU945719(NAD 83)
 EH1877_MARKER: DB = BENCH MARK DISK
 EH1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1877_STAMPING: W B S 1937 REST 1955
 EH1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1877+STABILITY: SURFACE MOTION
 EH1877
 EH1877  HISTORY     - Date     Condition        Report By
 EH1877  HISTORY     - 1955     MONUMENTED       CGS
 EH1877  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1877
 EH1877                          STATION DESCRIPTION
 EH1877
 EH1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1877'1.65 MI SE FROM AUSTIN.
 EH1877'1.65 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 EH1877'AUSTIN, 0.15 MILE WEST OF A JUNCTION WITH STATE HIGHWAY 38, 97 FEET
 EH1877'SOUTHWEST OF THE SOUTHWEST CORNER OF BILL HALLS GROCERY STORE, 103
 EH1877'FEET EAST OF A 12 INCH WALNUT TREE, 73 FEET NORTHWEST OF A POWER POLE,
 EH1877'51 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 33 FEET WEST OF THE
 EH1877'CENTER LINE OF A GRAVELED ROAD, 2.6 FEET NORTH OF A WITNESS POST, SET
 EH1877'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH1877
 EH1877                          STATION RECOVERY (1976)
 EH1877
 EH1877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1880 ***********************************************************************
 EH1880  DESIGNATION -  WBT
 EH1880  PID         -  EH1880
 EH1880  STATE/COUNTY-  AR/LONOKE
 EH1880  USGS QUAD   -  OAK GROVE (1982)
 EH1880
 EH1880                         *CURRENT SURVEY CONTROL
 EH1880  ___________________________________________________________________
 EH1880* NAD 83(1986)-  34 59 17.     (N)    091 56 15.     (W)     SCALED    
 EH1880* NAVD 88     -        85.09   (+/-2cm)     279.2    (feet)  VERTCON   
 EH1880  ___________________________________________________________________
 EH1880  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EH1880
 EH1880  VERT ORDER  -  ? (See Below)
 EH1880
 EH1880.The horizontal coordinates were scaled from a topographic map and have
 EH1880.an estimated accuracy of +/- 6 seconds.
 EH1880
 EH1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1880.The vertical order pertains to the NGVD 29 superseded value.
 EH1880
 EH1880.The geoid height was determined by GEOID03.
 EH1880
 EH1880;                    North         East    Units  Estimated Accuracy
 EH1880;SPC AR S     -   657,490.      405,710.      MT  (+/- 180 meters Scaled)
 EH1880
 EH1880                          SUPERSEDED SURVEY CONTROL
 EH1880
 EH1880  NGVD 29 (??/??/??)   85.087  (m)          279.16   (f) ADJUSTED    ?  
 EH1880
 EH1880.Superseded values are not recommended for survey control.
 EH1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1880.See file dsdata.txt to determine how the superseded data were derived.
 EH1880
 EH1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU969722(NAD 83)
 EH1880_MARKER: DD = SURVEY DISK
 EH1880_SETTING: 0 = UNSPECIFIED SETTING
 EH1880_STAMPING: W B T 1937
 EH1880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1880
 EH1880  HISTORY     - Date     Condition        Report By
 EH1880  HISTORY     - 1937     MONUMENTED       ARGS
 EH1880  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1880  HISTORY     - 1961     MARK NOT FOUND   USGS
 EH1880
 EH1880                          STATION DESCRIPTION
 EH1880
 EH1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1880'3.2 MI E FROM AUSTIN.
 EH1880'3.2 MILES EAST ALONG THE HICKORY PLAINS ROAD FROM THE MISSOURI PACIFIC
 EH1880'RAILROAD STATION AT AUSTIN, AT THE JUNCTION OF A ROAD LEADING EAST, 29
 EH1880'FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD, 23 FEET EAST OF THE
 EH1880'CENTERLINE OF THE HICKORY PLAINS ROAD, 120 FEET NORTHEAST OF A 34-INCH
 EH1880'RED OAK TREE, AND 43 FEET NORTH OF A 14-INCH PERSIMMON TREE.
 EH1880
 EH1880                          STATION RECOVERY (1961)
 EH1880
 EH1880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EH1880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1883 ***********************************************************************
 EH1883  DESIGNATION -  WBU
 EH1883  PID         -  EH1883
 EH1883  STATE/COUNTY-  AR/LONOKE
 EH1883  USGS QUAD   -  OAK GROVE (1982)
 EH1883
 EH1883                         *CURRENT SURVEY CONTROL
 EH1883  ___________________________________________________________________
 EH1883* NAD 83(1986)-  34 59 05.     (N)    091 54 41.     (W)     SCALED    
 EH1883* NAVD 88     -        90.366  (meters)     296.48   (feet)  ADJUSTED  
 EH1883  ___________________________________________________________________
 EH1883  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EH1883  DYNAMIC HT  -          90.282 (meters)     296.20  (feet)  COMP
 EH1883  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 EH1883
 EH1883  VERT ORDER  -  FIRST     CLASS II
 EH1883
 EH1883.The horizontal coordinates were scaled from a topographic map and have
 EH1883.an estimated accuracy of +/- 6 seconds.
 EH1883
 EH1883.The orthometric height was determined by differential leveling
 EH1883.and adjusted by the National Geodetic Survey in June 1991..
 EH1883
 EH1883.The geoid height was determined by GEOID03.
 EH1883
 EH1883.The dynamic height is computed by dividing the NAVD 88
 EH1883.geopotential number by the normal gravity value computed on the
 EH1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1883.degrees latitude (g = 980.6199 gals.).
 EH1883
 EH1883.The modeled gravity was interpolated from observed gravity values.
 EH1883
 EH1883;                    North         East    Units  Estimated Accuracy
 EH1883;SPC AR S     -   657,120.      408,090.      MT  (+/- 180 meters Scaled)
 EH1883
 EH1883                          SUPERSEDED SURVEY CONTROL
 EH1883
 EH1883  NGVD 29 (??/??/??)   90.366  (m)          296.48   (f) ADJUSTED    1 2
 EH1883
 EH1883.Superseded values are not recommended for survey control.
 EH1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1883.See file dsdata.txt to determine how the superseded data were derived.
 EH1883
 EH1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU993718(NAD 83)
 EH1883_MARKER: DD = SURVEY DISK
 EH1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1883_STAMPING: W B U 1937
 EH1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1883+STABILITY: SURFACE MOTION
 EH1883
 EH1883  HISTORY     - Date     Condition        Report By
 EH1883  HISTORY     - 1937     MONUMENTED       ARGS
 EH1883  HISTORY     - 1954     GOOD             CGS
 EH1883  HISTORY     - 20020427 MARK NOT FOUND   USACE
 EH1883
 EH1883                          STATION DESCRIPTION
 EH1883
 EH1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1883'4.8 MI E FROM AUSTIN.
 EH1883'1.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 EH1883'AUSTIN, THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 38, 131 FEET
 EH1883'NORTHWEST OF THE NORTHEAST CORNER OF THE NORMAN GROCERY STORE, 67.5
 EH1883'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FARMHOUSE, 14.2 FEET
 EH1883'SOUTHEAST OF A 16 INCH HICKORY TREE, 12.6 FEET SOUTH OF A FENCE
 EH1883'CORNER, 1.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EH1883'POST WHICH IS FLUSH WITH THE GROUND, 32 FEET NORTH OF THE CENTER LINE
 EH1883'OF THE HIGHWAY.
 EH1883
 EH1883                          STATION RECOVERY (2002)
 EH1883
 EH1883'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1886 ***********************************************************************
 EH1886  DESIGNATION -  WBV
 EH1886  PID         -  EH1886
 EH1886  STATE/COUNTY-  AR/LONOKE
 EH1886  USGS QUAD   -  WATTENSAW (1982)
 EH1886
 EH1886                         *CURRENT SURVEY CONTROL
 EH1886  ___________________________________________________________________
 EH1886* NAD 83(1986)-  34 58 50.     (N)    091 52 25.     (W)     SCALED    
 EH1886* NAVD 88     -        80.823  (meters)     265.17   (feet)  ADJUSTED  
 EH1886  ___________________________________________________________________
 EH1886  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH1886  DYNAMIC HT  -          80.749 (meters)     264.92  (feet)  COMP
 EH1886  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 EH1886
 EH1886  VERT ORDER  -  FIRST     CLASS II
 EH1886
 EH1886.The horizontal coordinates were scaled from a topographic map and have
 EH1886.an estimated accuracy of +/- 6 seconds.
 EH1886
 EH1886.The orthometric height was determined by differential leveling
 EH1886.and adjusted by the National Geodetic Survey in June 1991..
 EH1886
 EH1886.The geoid height was determined by GEOID03.
 EH1886
 EH1886.The dynamic height is computed by dividing the NAVD 88
 EH1886.geopotential number by the normal gravity value computed on the
 EH1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1886.degrees latitude (g = 980.6199 gals.).
 EH1886
 EH1886.The modeled gravity was interpolated from observed gravity values.
 EH1886
 EH1886;                    North         East    Units  Estimated Accuracy
 EH1886;SPC AR S     -   656,660.      411,540.      MT  (+/- 180 meters Scaled)
 EH1886
 EH1886                          SUPERSEDED SURVEY CONTROL
 EH1886
 EH1886  NGVD 29 (??/??/??)   80.824  (m)          265.17   (f) ADJUSTED    1 2
 EH1886
 EH1886.Superseded values are not recommended for survey control.
 EH1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1886.See file dsdata.txt to determine how the superseded data were derived.
 EH1886
 EH1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU028714(NAD 83)
 EH1886_MARKER: DD = SURVEY DISK
 EH1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1886_STAMPING: W B V 1937
 EH1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1886+STABILITY: SURFACE MOTION
 EH1886
 EH1886  HISTORY     - Date     Condition        Report By
 EH1886  HISTORY     - 1937     MONUMENTED       ARGS
 EH1886  HISTORY     - 1955     GOOD             CGS
 EH1886  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1886
 EH1886                          STATION DESCRIPTION
 EH1886
 EH1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1886'8.45 MI W FROM HICKORY PLAINS.
 EH1886'8.45 MILES WEST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH STATE
 EH1886'HIGHWAY 13 AT HICKORY PLAINS, 74 FEET EAST OF THE CENTER LINE OF STATE
 EH1886'HIGHWAY 31, 69 FEET SOUTH OF THE SOUTHEAST CORNER OF THE JACKSON
 EH1886'GROCERY STORE, 44 FEET EAST OF A POWER POLE, 34 FEET SOUTH OF THE
 EH1886'CENTER LINE OF STATE HIGHWAY 38, 1.2 FEET WEST OF A WITNESS POST, SET
 EH1886'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH1886'NOTE-- HIGHWAY#36 AND #38 HAVE BEEN REBUILT.
 EH1886
 EH1886                          STATION RECOVERY (1976)
 EH1886
 EH1886'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1893 ***********************************************************************
 EH1893  DESIGNATION -  WBX
 EH1893  PID         -  EH1893
 EH1893  STATE/COUNTY-  AR/LONOKE
 EH1893  USGS QUAD   -  WATTENSAW (1982)
 EH1893
 EH1893                         *CURRENT SURVEY CONTROL
 EH1893  ___________________________________________________________________
 EH1893* NAD 83(1986)-  34 58 43.     (N)    091 48 12.     (W)     SCALED    
 EH1893* NAVD 88     -        75.274  (meters)     246.96   (feet)  ADJUSTED  
 EH1893  ___________________________________________________________________
 EH1893  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EH1893  DYNAMIC HT  -          75.205 (meters)     246.74  (feet)  COMP
 EH1893  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 EH1893
 EH1893  VERT ORDER  -  FIRST     CLASS II
 EH1893
 EH1893.The horizontal coordinates were scaled from a topographic map and have
 EH1893.an estimated accuracy of +/- 6 seconds.
 EH1893
 EH1893.The orthometric height was determined by differential leveling
 EH1893.and adjusted by the National Geodetic Survey in June 1991..
 EH1893
 EH1893.The geoid height was determined by GEOID03.
 EH1893
 EH1893.The dynamic height is computed by dividing the NAVD 88
 EH1893.geopotential number by the normal gravity value computed on the
 EH1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1893.degrees latitude (g = 980.6199 gals.).
 EH1893
 EH1893.The modeled gravity was interpolated from observed gravity values.
 EH1893
 EH1893;                    North         East    Units  Estimated Accuracy
 EH1893;SPC AR S     -   656,450.      417,960.      MT  (+/- 180 meters Scaled)
 EH1893
 EH1893                          SUPERSEDED SURVEY CONTROL
 EH1893
 EH1893  NGVD 29 (??/??/??)   75.276  (m)          246.97   (f) ADJUSTED    1 2
 EH1893
 EH1893.Superseded values are not recommended for survey control.
 EH1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1893.See file dsdata.txt to determine how the superseded data were derived.
 EH1893
 EH1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU092713(NAD 83)
 EH1893_MARKER: DD = SURVEY DISK
 EH1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1893_STAMPING: W B X 1937
 EH1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1893+STABILITY: SURFACE MOTION
 EH1893
 EH1893  HISTORY     - Date     Condition        Report By
 EH1893  HISTORY     - 1937     MONUMENTED       ARGS
 EH1893  HISTORY     - 1955     GOOD             CGS
 EH1893
 EH1893                          STATION DESCRIPTION
 EH1893
 EH1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1893'4.15 MI W FROM HICKORY PLAINS.
 EH1893'4.15 MILES WEST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH STATE
 EH1893'HIGHWAY 13 AT HICKORY PLAINS, AT THE LONOKE AND PRAIRIE COUNTY LINE,
 EH1893'AT A CURVE IN THE HIGHWAY, 120 FEET WEST OF THE CENTER LINE OF A DIRT
 EH1893'ROAD LEADING SOUTH, 68 FEET SOUTHEAST OF THE CENTER LINE OF THE
 EH1893'HIGHWAY, 17.5 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST,
 EH1893'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 EH1893'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1897 ***********************************************************************
 EH1897  DESIGNATION -  WBY
 EH1897  PID         -  EH1897
 EH1897  STATE/COUNTY-  AR/PRAIRIE
 EH1897  USGS QUAD   -  WATTENSAW (1982)
 EH1897
 EH1897                         *CURRENT SURVEY CONTROL
 EH1897  ___________________________________________________________________
 EH1897* NAD 83(1986)-  34 58 44.     (N)    091 46 16.     (W)     SCALED    
 EH1897* NAVD 88     -        77.810  (meters)     255.28   (feet)  ADJUSTED  
 EH1897  ___________________________________________________________________
 EH1897  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EH1897  DYNAMIC HT  -          77.739 (meters)     255.05  (feet)  COMP
 EH1897  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 EH1897
 EH1897  VERT ORDER  -  FIRST     CLASS II
 EH1897
 EH1897.The horizontal coordinates were scaled from a topographic map and have
 EH1897.an estimated accuracy of +/- 6 seconds.
 EH1897
 EH1897.The orthometric height was determined by differential leveling
 EH1897.and adjusted by the National Geodetic Survey in June 1991..
 EH1897
 EH1897.The geoid height was determined by GEOID03.
 EH1897
 EH1897.The dynamic height is computed by dividing the NAVD 88
 EH1897.geopotential number by the normal gravity value computed on the
 EH1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1897.degrees latitude (g = 980.6199 gals.).
 EH1897
 EH1897.The modeled gravity was interpolated from observed gravity values.
 EH1897
 EH1897;                    North         East    Units  Estimated Accuracy
 EH1897;SPC AR S     -   656,490.      420,900.      MT  (+/- 180 meters Scaled)
 EH1897
 EH1897                          SUPERSEDED SURVEY CONTROL
 EH1897
 EH1897  NGVD 29 (??/??/??)   77.813  (m)          255.29   (f) ADJUSTED    1 2
 EH1897
 EH1897.Superseded values are not recommended for survey control.
 EH1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1897.See file dsdata.txt to determine how the superseded data were derived.
 EH1897
 EH1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU121713(NAD 83)
 EH1897_MARKER: DD = SURVEY DISK
 EH1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1897_STAMPING: W B Y 1937
 EH1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1897+STABILITY: SURFACE MOTION
 EH1897
 EH1897  HISTORY     - Date     Condition        Report By
 EH1897  HISTORY     - 1937     MONUMENTED       ARGS
 EH1897  HISTORY     - 1955     GOOD             CGS
 EH1897  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1897
 EH1897                          STATION DESCRIPTION
 EH1897
 EH1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1897'2.2 MI W FROM HICKORY PLAINS.
 EH1897'2.2 MILES WEST ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH STATE
 EH1897'HIGHWAY 13 AT HICKORY PLAINS, 0.1 MILE EAST OF A SMALL RAVINE, 97.7
 EH1897'FEET SOUTHEAST OF A 12 INCH OAK TREE, 55.5 FEET NORTH OF THE CENTER
 EH1897'LINE OF THE HIGHWAY, 26.5 FEET NORTH OF A FENCE, 27.3 FEET NORTH OF A
 EH1897'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH1897'THE GROUND.
 EH1897
 EH1897                          STATION RECOVERY (1976)
 EH1897
 EH1897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0322 ***********************************************************************
 EJ0322  DESIGNATION -  WBZ
 EJ0322  PID         -  EJ0322
 EJ0322  STATE/COUNTY-  AR/PULASKI
 EJ0322  USGS QUAD   -  JACKSONVILLE (1987)
 EJ0322
 EJ0322                         *CURRENT SURVEY CONTROL
 EJ0322  ___________________________________________________________________
 EJ0322* NAD 83(1986)-  34 51 07.     (N)    092 05 34.     (W)     SCALED    
 EJ0322* NAVD 88     -        80.746  (meters)     264.91   (feet)  POSTED    
 EJ0322  ___________________________________________________________________
 EJ0322  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EJ0322  DYNAMIC HT  -          80.670 (meters)     264.66  (feet)  COMP
 EJ0322  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 EJ0322
 EJ0322  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0322
 EJ0322.The horizontal coordinates were scaled from a topographic map and have
 EJ0322.an estimated accuracy of +/- 6 seconds.
 EJ0322
 EJ0322.The orthometric height was determined by differential leveling
 EJ0322.and adjusted by the National Geodetic Survey in 1992..
 EJ0322.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0322.rate of 0.0 thru 1.0 mm/km.
 EJ0322
 EJ0322.The geoid height was determined by GEOID03.
 EJ0322
 EJ0322.The dynamic height is computed by dividing the NAVD 88
 EJ0322.geopotential number by the normal gravity value computed on the
 EJ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0322.degrees latitude (g = 980.6199 gals.).
 EJ0322
 EJ0322.The modeled gravity was interpolated from observed gravity values.
 EJ0322
 EJ0322;                    North         East    Units  Estimated Accuracy
 EJ0322;SPC AR S     -   642,390.      391,520.      MT  (+/- 180 meters Scaled)
 EJ0322
 EJ0322                          SUPERSEDED SURVEY CONTROL
 EJ0322
 EJ0322  NGVD 29 (??/??/92)   80.76   (m)          265.0    (f) COMPUTED    2 0
 EJ0322
 EJ0322.Superseded values are not recommended for survey control.
 EJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0322.See file dsdata.txt to determine how the superseded data were derived.
 EJ0322
 EJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU829570(NAD 83)
 EJ0322_MARKER: DB = BENCH MARK DISK
 EJ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0322_STAMPING: W B Z 1937
 EJ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0322+STABILITY: SURFACE MOTION
 EJ0322
 EJ0322  HISTORY     - Date     Condition        Report By
 EJ0322  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0322  HISTORY     - 1955     GOOD             NGS
 EJ0322  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0322
 EJ0322                          STATION DESCRIPTION
 EJ0322
 EJ0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0322'1.8 MI SE FROM JACKSONVILLE.
 EJ0322'0.75 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 EJ0322'JACKSONVILLE, THENCE 1.05 MILES EAST ALONG AN OILED ROAD, 42 FEET WEST
 EJ0322'OF THE CENTER LINE OF AN OILED ROAD LEADING NORTH, 54 FEET NORTH OF
 EJ0322'THE CENTER LINE OF AN EAST AND WEST OILED ROAD, 30 FEET NORTH OF A
 EJ0322'TELEPHONE POLE, 17 FEET WEST OF A FENCE, AT A JUNCTION WITH A DIRT
 EJ0322'ROAD LEADING SOUTH, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EJ0322'0.1 FOOT ABOVE THE GROUND.
 EJ0322
 EJ0322                          STATION RECOVERY (1989)
 EJ0322
 EJ0322'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 EJ0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1993 ***********************************************************************
 EH1993  DESIGNATION -  WCA
 EH1993  PID         -  EH1993
 EH1993  STATE/COUNTY-  AR/PRAIRIE
 EH1993  USGS QUAD   -  HAZEN (1994)
 EH1993
 EH1993                         *CURRENT SURVEY CONTROL
 EH1993  ___________________________________________________________________
 EH1993* NAD 83(1986)-  34 47 46.     (N)    091 34 01.     (W)     SCALED    
 EH1993* NAVD 88     -        67.254  (meters)     220.65   (feet)  ADJUSTED  
 EH1993  ___________________________________________________________________
 EH1993  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1993  DYNAMIC HT  -          67.191 (meters)     220.44  (feet)  COMP
 EH1993  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 EH1993
 EH1993  VERT ORDER  -  FIRST     CLASS II
 EH1993
 EH1993.The horizontal coordinates were scaled from a topographic map and have
 EH1993.an estimated accuracy of +/- 6 seconds.
 EH1993
 EH1993.The orthometric height was determined by differential leveling
 EH1993.and adjusted by the National Geodetic Survey in June 1991..
 EH1993
 EH1993.The geoid height was determined by GEOID03.
 EH1993
 EH1993.The dynamic height is computed by dividing the NAVD 88
 EH1993.geopotential number by the normal gravity value computed on the
 EH1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1993.degrees latitude (g = 980.6199 gals.).
 EH1993
 EH1993.The modeled gravity was interpolated from observed gravity values.
 EH1993
 EH1993;                    North         East    Units  Estimated Accuracy
 EH1993;SPC AR S     -   636,270.      439,630.      MT  (+/- 180 meters Scaled)
 EH1993
 EH1993                          SUPERSEDED SURVEY CONTROL
 EH1993
 EH1993  NGVD 29 (??/??/??)   67.260  (m)          220.67   (f) ADJUSTED    1 2
 EH1993
 EH1993.Superseded values are not recommended for survey control.
 EH1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1993.See file dsdata.txt to determine how the superseded data were derived.
 EH1993
 EH1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU310513(NAD 83)
 EH1993_MARKER: DD = SURVEY DISK
 EH1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1993_STAMPING: W C A 1937
 EH1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1993+STABILITY: SURFACE MOTION
 EH1993
 EH1993  HISTORY     - Date     Condition        Report By
 EH1993  HISTORY     - 1937     MONUMENTED       ARGS
 EH1993  HISTORY     - 1954     GOOD             CGS
 EH1993  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH1993
 EH1993                          STATION DESCRIPTION
 EH1993
 EH1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1993'1.8 MI NE FROM HAZEN.
 EH1993'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1993'THE STATION AT HAZEN, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 11,
 EH1993'39 FEEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE
 EH1993'CENTER OF THE WEST ENTRANCE TO THE HAZEN CEMETERY, 8 FEET EAST OF THE
 EH1993'NORTH END OF A BRICK WALL, 7 FEET SOUTH OF A 28 INCH OAK TREE, SET IN
 EH1993'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EH1993
 EH1993                          STATION RECOVERY (1963)
 EH1993
 EH1993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH1993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1997 ***********************************************************************
 EH1997  DESIGNATION -  WCB RESET
 EH1997  PID         -  EH1997
 EH1997  STATE/COUNTY-  AR/PRAIRIE
 EH1997  USGS QUAD   -  HAZEN (1994)
 EH1997
 EH1997                         *CURRENT SURVEY CONTROL
 EH1997  ___________________________________________________________________
 EH1997* NAD 83(1986)-  34 49 18.     (N)    091 34 00.     (W)     SCALED    
 EH1997* NAVD 88     -        65.39   (meters)     214.5    (feet)  RESET     
 EH1997  ___________________________________________________________________
 EH1997  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1997
 EH1997  VERT ORDER  -  THIRD
 EH1997
 EH1997.The horizontal coordinates were scaled from a topographic map and have
 EH1997.an estimated accuracy of +/- 6 seconds.
 EH1997
 EH1997.The orthometric height was computed from unverified reset data.
 EH1997.No vertical observational check was made to the station.
 EH1997
 EH1997.The geoid height was determined by GEOID03.
 EH1997
 EH1997;                    North         East    Units  Estimated Accuracy
 EH1997;SPC AR S     -   639,110.      439,640.      MT  (+/- 180 meters Scaled)
 EH1997
 EH1997                          SUPERSEDED SURVEY CONTROL
 EH1997
 EH1997  NGVD 29 (??/??/??)   65.40   (m)          214.6    (f) RESET       3  
 EH1997
 EH1997.Superseded values are not recommended for survey control.
 EH1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1997.See file dsdata.txt to determine how the superseded data were derived.
 EH1997
 EH1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU310542(NAD 83)
 EH1997_MARKER: DB = BENCH MARK DISK
 EH1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1997_STAMPING: W C B RESET 1963
 EH1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1997+STABILITY: SURFACE MOTION
 EH1997
 EH1997  HISTORY     - Date     Condition        Report By
 EH1997  HISTORY     - 1963     MONUMENTED       CGS
 EH1997
 EH1997                          STATION DESCRIPTION
 EH1997
 EH1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EH1997'3.55 MI N FROM HAZEN.
 EH1997'LOCATED 0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1997'RAILROAD FROM THE STATION AT HAZEN, THENCE 2.85 MILE NORTH ALONG STATE
 EH1997'HIGHWAY 11, TO THE MARK ON THE LEFT JUST NORTH OF THE CLOVERLEAF ON
 EH1997'THE INTERSTATE HIGHWAY, IN THE SOUTHEAST CORNER OF THE YARD OWNED BY
 EH1997'MR. GRADY (FORMERLY A SCHOOL YARD), 125 FEET SOUTHEAST OF THE
 EH1997'SOUTHEAST CORNER OF THE SCHOOL HOUSE, NOW MR. GRADYS HOME, 42 FEET
 EH1997'WEST OF THE CENTERLINE OF STATE HIGHWAY 11, 38 FEET SOUTH OF THE
 EH1997'DRIVEWAY TO THE HOUSE, 31 FEET SOUTHWEST OF THE SOUTH END OF A BOX
 EH1997'CULVERT UNDER THE DRIVEWAY, 61.5 FEET SOUTH OF A POWER POLE IN YARD,
 EH1997'87 FEET SOUTH-SOUTHEAST OF A LARGE FORKED PECAN TREE, 1 FOOT WEST OF A
 EH1997'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST
 EH1997'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2005 ***********************************************************************
 EH2005  DESIGNATION -  WCD
 EH2005  PID         -  EH2005
 EH2005  STATE/COUNTY-  AR/PRAIRIE
 EH2005  USGS QUAD   -  HAZEN (1994)
 EH2005
 EH2005                         *CURRENT SURVEY CONTROL
 EH2005  ___________________________________________________________________
 EH2005* NAD 83(1986)-  34 52 01.     (N)    091 33 57.     (W)     SCALED    
 EH2005* NAVD 88     -        63.897  (meters)     209.64   (feet)  ADJUSTED  
 EH2005  ___________________________________________________________________
 EH2005  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2005  DYNAMIC HT  -          63.837 (meters)     209.44  (feet)  COMP
 EH2005  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 EH2005
 EH2005  VERT ORDER  -  FIRST     CLASS II
 EH2005
 EH2005.The horizontal coordinates were scaled from a topographic map and have
 EH2005.an estimated accuracy of +/- 6 seconds.
 EH2005
 EH2005.The orthometric height was determined by differential leveling
 EH2005.and adjusted by the National Geodetic Survey in June 1991..
 EH2005
 EH2005.The geoid height was determined by GEOID03.
 EH2005
 EH2005.The dynamic height is computed by dividing the NAVD 88
 EH2005.geopotential number by the normal gravity value computed on the
 EH2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2005.degrees latitude (g = 980.6199 gals.).
 EH2005
 EH2005.The modeled gravity was interpolated from observed gravity values.
 EH2005
 EH2005;                    North         East    Units  Estimated Accuracy
 EH2005;SPC AR S     -   644,130.      439,700.      MT  (+/- 180 meters Scaled)
 EH2005
 EH2005                          SUPERSEDED SURVEY CONTROL
 EH2005
 EH2005  NGVD 29 (??/??/??)   63.900  (m)          209.65   (f) ADJUSTED    1 2
 EH2005
 EH2005.Superseded values are not recommended for survey control.
 EH2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2005.See file dsdata.txt to determine how the superseded data were derived.
 EH2005
 EH2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU310592(NAD 83)
 EH2005_MARKER: DD = SURVEY DISK
 EH2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2005_STAMPING: W C D 1937
 EH2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2005+STABILITY: SURFACE MOTION
 EH2005
 EH2005  HISTORY     - Date     Condition        Report By
 EH2005  HISTORY     - 1937     MONUMENTED       ARGS
 EH2005  HISTORY     - 1954     GOOD             CGS
 EH2005  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH2005
 EH2005                          STATION DESCRIPTION
 EH2005
 EH2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2005'6.75 MI N FROM HAZEN.
 EH2005'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2005'THE STATION AT HAZEN, THENCE 6.05 MILES NORTH ALONG STATE HIGHWAY 11,
 EH2005'AT A FARM YARD, 70 YARDS NORTHEAST OF THE NORTHEAST CORNER OF A RED
 EH2005'BARN, 128 FEET SOUTHWEST OF A POWER POLE, 56 FEET NORTH OF THE CENTER
 EH2005'LINE OF A DRIVEWAY, 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 45
 EH2005'FEET NORTH OF THE WEST END OF THE NORTH HEADWALL OF A CULVERT UNDER
 EH2005'THE DRIVEWAY, 11.5 FEET SOUTHEAST OF A FENCE CORNER, IN LINE WITH A
 EH2005'ROW OF TELEPHONE POLES, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 EH2005'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. NOTE- THE WITNESS
 EH2005'POST HAS BEEN DESTROYED.
 EH2005
 EH2005                          STATION RECOVERY (1963)
 EH2005
 EH2005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH2005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2013 ***********************************************************************
 EH2013  DESIGNATION -  WCF
 EH2013  PID         -  EH2013
 EH2013  STATE/COUNTY-  AR/PRAIRIE
 EH2013  USGS QUAD   -  DES ARC WEST (1994)
 EH2013
 EH2013                         *CURRENT SURVEY CONTROL
 EH2013  ___________________________________________________________________
 EH2013* NAD 83(1986)-  34 55 14.     (N)    091 33 48.     (W)     SCALED    
 EH2013* NAVD 88     -        63.331  (meters)     207.78   (feet)  ADJUSTED  
 EH2013  ___________________________________________________________________
 EH2013  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2013  DYNAMIC HT  -          63.272 (meters)     207.58  (feet)  COMP
 EH2013  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 EH2013
 EH2013  VERT ORDER  -  FIRST     CLASS II
 EH2013
 EH2013.The horizontal coordinates were scaled from a topographic map and have
 EH2013.an estimated accuracy of +/- 6 seconds.
 EH2013
 EH2013.The orthometric height was determined by differential leveling
 EH2013.and adjusted by the National Geodetic Survey in June 1991..
 EH2013
 EH2013.The geoid height was determined by GEOID03.
 EH2013
 EH2013.The dynamic height is computed by dividing the NAVD 88
 EH2013.geopotential number by the normal gravity value computed on the
 EH2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2013.degrees latitude (g = 980.6199 gals.).
 EH2013
 EH2013.The modeled gravity was interpolated from observed gravity values.
 EH2013
 EH2013;                    North         East    Units  Estimated Accuracy
 EH2013;SPC AR S     -   650,080.      439,900.      MT  (+/- 180 meters Scaled)
 EH2013
 EH2013                          SUPERSEDED SURVEY CONTROL
 EH2013
 EH2013  NGVD 29 (??/??/??)   63.333  (m)          207.78   (f) ADJUSTED    1 2
 EH2013
 EH2013.Superseded values are not recommended for survey control.
 EH2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2013.See file dsdata.txt to determine how the superseded data were derived.
 EH2013
 EH2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU312651(NAD 83)
 EH2013_MARKER: DD = SURVEY DISK
 EH2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2013_STAMPING: W C F 1937
 EH2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2013+STABILITY: SURFACE MOTION
 EH2013
 EH2013  HISTORY     - Date     Condition        Report By
 EH2013  HISTORY     - 1937     MONUMENTED       ARGS
 EH2013  HISTORY     - 1954     GOOD             CGS
 EH2013  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH2013
 EH2013                          STATION DESCRIPTION
 EH2013
 EH2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2013'8.0 MI SW FROM DES ARC.
 EH2013'3.9 MILES WEST ALONG STATE HIGHWAY 11 AND 38 FROM THE POST OFFICE AT
 EH2013'DES ARC, THENCE 4.1 MILES SOUTH ALONG STATE HIGHWAY 11, 86.7 FEET
 EH2013'NORTHWEST OF THE NORTHWEST CORNER OF THE NEW BETHEL METHODIST CHURCH,
 EH2013'57.8 FEET SOUTH OF A FENCE CORNER, 54 FEET SOUTH OF A POWER POLE, 30
 EH2013'FEET SOUTHWEST OF A 24 INCH OAK TREE, 67 FEET EAST OF THE CENTER LINE
 EH2013'OF THE HIGHWAY, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 EH2013'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH2013
 EH2013                          STATION RECOVERY (2003)
 EH2013
 EH2013'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2016 ***********************************************************************
 EH2016  DESIGNATION -  WCG
 EH2016  PID         -  EH2016
 EH2016  STATE/COUNTY-  AR/PRAIRIE
 EH2016  USGS QUAD   -  DES ARC WEST (1994)
 EH2016
 EH2016                         *CURRENT SURVEY CONTROL
 EH2016  ___________________________________________________________________
 EH2016* NAD 83(1986)-  34 56 56.     (N)    091 33 48.     (W)     SCALED    
 EH2016* NAVD 88     -        64.897  (meters)     212.92   (feet)  ADJUSTED  
 EH2016  ___________________________________________________________________
 EH2016  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EH2016  DYNAMIC HT  -          64.837 (meters)     212.72  (feet)  COMP
 EH2016  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 EH2016
 EH2016  VERT ORDER  -  FIRST     CLASS II
 EH2016
 EH2016.The horizontal coordinates were scaled from a topographic map and have
 EH2016.an estimated accuracy of +/- 6 seconds.
 EH2016
 EH2016.The orthometric height was determined by differential leveling
 EH2016.and adjusted by the National Geodetic Survey in June 1991..
 EH2016
 EH2016.The geoid height was determined by GEOID03.
 EH2016
 EH2016.The dynamic height is computed by dividing the NAVD 88
 EH2016.geopotential number by the normal gravity value computed on the
 EH2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2016.degrees latitude (g = 980.6199 gals.).
 EH2016
 EH2016.The modeled gravity was interpolated from observed gravity values.
 EH2016
 EH2016;                    North         East    Units  Estimated Accuracy
 EH2016;SPC AR S     -   653,230.      439,890.      MT  (+/- 180 meters Scaled)
 EH2016
 EH2016                          SUPERSEDED SURVEY CONTROL
 EH2016
 EH2016  NGVD 29 (??/??/??)   64.898  (m)          212.92   (f) ADJUSTED    1 2
 EH2016
 EH2016.Superseded values are not recommended for survey control.
 EH2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2016.See file dsdata.txt to determine how the superseded data were derived.
 EH2016
 EH2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311683(NAD 83)
 EH2016_MARKER: DD = SURVEY DISK
 EH2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2016_STAMPING: W C G 1937
 EH2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2016+STABILITY: SURFACE MOTION
 EH2016
 EH2016  HISTORY     - Date     Condition        Report By
 EH2016  HISTORY     - 1937     MONUMENTED       ARGS
 EH2016  HISTORY     - 1954     GOOD             CGS
 EH2016  HISTORY     - 20030611 POOR             USACE
 EH2016
 EH2016                          STATION DESCRIPTION
 EH2016
 EH2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2016'5.9 MI SW FROM DES ARC.
 EH2016'3.9 MILES WEST ALONG STATE HIGHWAYS 11 AND 38 FROM THE POST OFFICE AT
 EH2016'DES ARC, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 11, 39.7 FEET EAST
 EH2016'OF THE CENTER LINE OF THE HIGHWAY, 38 FEET SOUTH OF THE CENTER LINE OF
 EH2016'AN EAST AND WEST DIRT ROAD, 64 FEET SOUTH OF A POWER POLE, IN LINE
 EH2016'WITH A ROW OF POWER POLES, 6 FEET SOUTH OF A FENCE CORNER, 1.3 FEET
 EH2016'WEST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 EH2016'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 EH2016
 EH2016                          STATION RECOVERY (2003)
 EH2016
 EH2016'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2016'MARK WAS FOUND 5 FEET WEST OF GAS LINE, HALF OF DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0340 ***********************************************************************
 EJ0340  DESIGNATION -  WCO
 EJ0340  PID         -  EJ0340
 EJ0340  STATE/COUNTY-  AR/LONOKE
 EJ0340  USGS QUAD   -  SCOTT (1987)
 EJ0340
 EJ0340                         *CURRENT SURVEY CONTROL
 EJ0340  ___________________________________________________________________
 EJ0340* NAD 83(1986)-  34 42 57.     (N)    092 03 11.     (W)     SCALED    
 EJ0340* NAVD 88     -        74.258  (meters)     243.63   (feet)  POSTED    
 EJ0340  ___________________________________________________________________
 EJ0340  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EJ0340  DYNAMIC HT  -          74.190 (meters)     243.41  (feet)  COMP
 EJ0340  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 EJ0340
 EJ0340  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EJ0340
 EJ0340.The horizontal coordinates were scaled from a topographic map and have
 EJ0340.an estimated accuracy of +/- 6 seconds.
 EJ0340
 EJ0340.The orthometric height was determined by differential leveling
 EJ0340.and adjusted by the National Geodetic Survey in 1992..
 EJ0340.No vertical observational check was made to the station.
 EJ0340.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EJ0340.was located on a no-check spur therefore a value was not computed.
 EJ0340
 EJ0340.The geoid height was determined by GEOID03.
 EJ0340
 EJ0340.The dynamic height is computed by dividing the NAVD 88
 EJ0340.geopotential number by the normal gravity value computed on the
 EJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0340.degrees latitude (g = 980.6199 gals.).
 EJ0340
 EJ0340.The modeled gravity was interpolated from observed gravity values.
 EJ0340
 EJ0340;                    North         East    Units  Estimated Accuracy
 EJ0340;SPC AR S     -   627,290.      395,140.      MT  (+/- 180 meters Scaled)
 EJ0340
 EJ0340                          SUPERSEDED SURVEY CONTROL
 EJ0340
 EJ0340  NGVD 29 (??/??/92)   74.302  (m)          243.77   (f) ADJ UNCH    2 0
 EJ0340
 EJ0340.Superseded values are not recommended for survey control.
 EJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0340.See file dsdata.txt to determine how the superseded data were derived.
 EJ0340
 EJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU867419(NAD 83)
 EJ0340_MARKER: DB = BENCH MARK DISK
 EJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0340_STAMPING: W C O 1938
 EJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0340+STABILITY: SURFACE MOTION
 EJ0340
 EJ0340  HISTORY     - Date     Condition        Report By
 EJ0340  HISTORY     - 1938     MONUMENTED       ARGS
 EJ0340  HISTORY     - 1955     GOOD             NGS
 EJ0340  HISTORY     - 1989     GOOD             USPSQD
 EJ0340
 EJ0340                          STATION DESCRIPTION
 EJ0340
 EJ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0340'3.6 MI NE FROM SCOTT.
 EJ0340'1.3 MILES NORTH ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT SCOTT,
 EJ0340'THENCE 2.3 MILES EAST ALONG A GRAVELED COUNTY ROAD, 47 FEET NORTH OF
 EJ0340'THE EAST END OF A CATTLE GUARD, 36.4 FEET SOUTHWEST OF A POWER POLE,
 EJ0340'22 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 44
 EJ0340'FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 10.5 FEET
 EJ0340'NORTHEAST OF A 30 INCH ELM TREE, 1 FOOT EAST OF A WITNESS POST, SET IN
 EJ0340'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EJ0340
 EJ0340                          STATION RECOVERY (1989)
 EJ0340
 EJ0340'RECOVERY NOTE BY US POWER SQUADRON 1989 (CB)
 EJ0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1974 ***********************************************************************
 EH1974  DESIGNATION -  WCP
 EH1974  PID         -  EH1974
 EH1974  STATE/COUNTY-  AR/LONOKE
 EH1974  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1974
 EH1974                         *CURRENT SURVEY CONTROL
 EH1974  ___________________________________________________________________
 EH1974* NAD 83(1986)-  34 52 47.     (N)    091 42 07.     (W)     SCALED    
 EH1974* NAVD 88     -        67.505  (meters)     221.47   (feet)  ADJUSTED  
 EH1974  ___________________________________________________________________
 EH1974  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH1974  DYNAMIC HT  -          67.442 (meters)     221.27  (feet)  COMP
 EH1974  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 EH1974
 EH1974  VERT ORDER  -  FIRST     CLASS II
 EH1974
 EH1974.The horizontal coordinates were scaled from a topographic map and have
 EH1974.an estimated accuracy of +/- 6 seconds.
 EH1974
 EH1974.The orthometric height was determined by differential leveling
 EH1974.and adjusted by the National Geodetic Survey in June 1991..
 EH1974
 EH1974.The geoid height was determined by GEOID03.
 EH1974
 EH1974.The dynamic height is computed by dividing the NAVD 88
 EH1974.geopotential number by the normal gravity value computed on the
 EH1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1974.degrees latitude (g = 980.6199 gals.).
 EH1974
 EH1974.The modeled gravity was interpolated from observed gravity values.
 EH1974
 EH1974;                    North         East    Units  Estimated Accuracy
 EH1974;SPC AR S     -   645,510.      427,250.      MT  (+/- 180 meters Scaled)
 EH1974
 EH1974                          SUPERSEDED SURVEY CONTROL
 EH1974
 EH1974  NGVD 29 (??/??/??)   67.512  (m)          221.50   (f) ADJUSTED    1 2
 EH1974
 EH1974.Superseded values are not recommended for survey control.
 EH1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1974.See file dsdata.txt to determine how the superseded data were derived.
 EH1974
 EH1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU186604(NAD 83)
 EH1974_MARKER: DD = SURVEY DISK
 EH1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1974_STAMPING: W C P 1937
 EH1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1974+STABILITY: SURFACE MOTION
 EH1974
 EH1974  HISTORY     - Date     Condition        Report By
 EH1974  HISTORY     - 1937     MONUMENTED       ARGS
 EH1974  HISTORY     - 1954     GOOD             CGS
 EH1974  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1974
 EH1974                          STATION DESCRIPTION
 EH1974
 EH1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1974'9.3 MI NE FROM CARLISLE.
 EH1974'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1974'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 3.5 MILES NORTHEAST
 EH1974'ALONG A CRUSHED ROCK ROAD, 220 FEET NORTH OF A FENCE WHICH IS ON THE
 EH1974'NORTH SIDE OF A CEMETERY, 204 FEET NORTHEAST OF THE NORTHEAST CORNER
 EH1974'OF WALTERS CHAPEL, 145 FEET SOUTH OF THE SOUTH SIDE OF A SCHOOLHOUSE,
 EH1974'91 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 34.5
 EH1974'FEET NORTHEAST OF A 48 INCH OAK TREE, 24.5 FEET SOUTH OF A PUMP, 1.6
 EH1974'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1974'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH1974
 EH1974                          STATION RECOVERY (2003)
 EH1974
 EH1974'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0447 ***********************************************************************
 EJ0447  DESIGNATION -  WCQ
 EJ0447  PID         -  EJ0447
 EJ0447  STATE/COUNTY-  AR/PULASKI
 EJ0447  USGS QUAD   -  CATO (1987)
 EJ0447
 EJ0447                         *CURRENT SURVEY CONTROL
 EJ0447  ___________________________________________________________________
 EJ0447* NAD 83(1986)-  34 53 56.     (N)    092 19 33.     (W)     SCALED    
 EJ0447* NAVD 88     -       105.739  (meters)     346.91   (feet)  POSTED    
 EJ0447  ___________________________________________________________________
 EJ0447  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EJ0447  DYNAMIC HT  -         105.640 (meters)     346.59  (feet)  COMP
 EJ0447  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 EJ0447
 EJ0447  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0447
 EJ0447.The horizontal coordinates were scaled from a topographic map and have
 EJ0447.an estimated accuracy of +/- 6 seconds.
 EJ0447
 EJ0447.The orthometric height was determined by differential leveling
 EJ0447.and adjusted by the National Geodetic Survey in 1992..
 EJ0447.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0447.rate of 0.0 thru 1.0 mm/km.
 EJ0447
 EJ0447.The geoid height was determined by GEOID03.
 EJ0447
 EJ0447.The dynamic height is computed by dividing the NAVD 88
 EJ0447.geopotential number by the normal gravity value computed on the
 EJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0447.degrees latitude (g = 980.6199 gals.).
 EJ0447
 EJ0447.The modeled gravity was interpolated from observed gravity values.
 EJ0447
 EJ0447;                    North         East    Units  Estimated Accuracy
 EJ0447;SPC AR S     -   647,640.      370,220.      MT  (+/- 180 meters Scaled)
 EJ0447
 EJ0447                          SUPERSEDED SURVEY CONTROL
 EJ0447
 EJ0447  NGVD 29 (??/??/92)  105.774  (m)          347.03   (f) ADJ UNCH    2 0
 EJ0447
 EJ0447.Superseded values are not recommended for survey control.
 EJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0447.See file dsdata.txt to determine how the superseded data were derived.
 EJ0447
 EJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU615620(NAD 83)
 EJ0447_MARKER: DB = BENCH MARK DISK
 EJ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0447_STAMPING: WCQ 1939
 EJ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0447+STABILITY: SURFACE MOTION
 EJ0447
 EJ0447  HISTORY     - Date     Condition        Report By
 EJ0447  HISTORY     - 1939     MONUMENTED       CGS
 EJ0447  HISTORY     - 1953     GOOD             NGS
 EJ0447
 EJ0447                          STATION DESCRIPTION
 EJ0447
 EJ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EJ0447'3.75 MI NE FROM MARCHE.
 EJ0447'3 3/4 MILES NORTHEAST ALONG A COUNTY ROAD FROM MARCHE, PULASKI COUNTY,
 EJ0447'NEAR THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 18, T. 3
 EJ0447'N., R. 12 W., AT THE JUNCTION OF A T-ROAD LEADING EAST, 34 FEET WEST
 EJ0447'OF THE CENTER OF THE JUNCTION, AND 24 FEET EAST OF A 6-INCH POST-OAK
 EJ0447'TREE.  A STANDARD DISK, STAMPED WCQ 1939 AND SET IN THE TOP OF A
 EJ0447'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1977 ***********************************************************************
 EH1977  DESIGNATION -  WCR
 EH1977  PID         -  EH1977
 EH1977  STATE/COUNTY-  AR/PRAIRIE
 EH1977  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1977
 EH1977                         *CURRENT SURVEY CONTROL
 EH1977  ___________________________________________________________________
 EH1977* NAD 83(1986)-  34 53 37.     (N)    091 40 39.     (W)     SCALED    
 EH1977* NAVD 88     -        66.711  (meters)     218.87   (feet)  ADJUSTED  
 EH1977  ___________________________________________________________________
 EH1977  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH1977  DYNAMIC HT  -          66.649 (meters)     218.66  (feet)  COMP
 EH1977  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 EH1977
 EH1977  VERT ORDER  -  FIRST     CLASS II
 EH1977
 EH1977.The horizontal coordinates were scaled from a topographic map and have
 EH1977.an estimated accuracy of +/- 6 seconds.
 EH1977
 EH1977.The orthometric height was determined by differential leveling
 EH1977.and adjusted by the National Geodetic Survey in June 1991..
 EH1977
 EH1977.The geoid height was determined by GEOID03.
 EH1977
 EH1977.The dynamic height is computed by dividing the NAVD 88
 EH1977.geopotential number by the normal gravity value computed on the
 EH1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1977.degrees latitude (g = 980.6199 gals.).
 EH1977
 EH1977.The modeled gravity was interpolated from observed gravity values.
 EH1977
 EH1977;                    North         East    Units  Estimated Accuracy
 EH1977;SPC AR S     -   647,050.      429,480.      MT  (+/- 180 meters Scaled)
 EH1977
 EH1977                          SUPERSEDED SURVEY CONTROL
 EH1977
 EH1977  NGVD 29 (??/??/??)   66.718  (m)          218.89   (f) ADJUSTED    1 2
 EH1977
 EH1977.Superseded values are not recommended for survey control.
 EH1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1977.See file dsdata.txt to determine how the superseded data were derived.
 EH1977
 EH1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU208620(NAD 83)
 EH1977_MARKER: DD = SURVEY DISK
 EH1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1977_STAMPING: W C R 1937
 EH1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1977+STABILITY: SURFACE MOTION
 EH1977
 EH1977  HISTORY     - Date     Condition        Report By
 EH1977  HISTORY     - 1937     MONUMENTED       ARGS
 EH1977  HISTORY     - 1954     GOOD             CGS
 EH1977  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1977
 EH1977                          STATION DESCRIPTION
 EH1977
 EH1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1977'11.15 MI NE FROM CARLISLE.
 EH1977'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1977'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 3.5 MILES NORTHEAST
 EH1977'ALONG A CRUSHED ROCK ROAD, THENCE 1.85 MILES EAST ALONG A GRADED DIRT
 EH1977'ROAD, AT A CURVE IN THE ROAD, 38.7 FEET NORTHWEST OF A 15 INCH GUM
 EH1977'TREE, 38 FEET SOUTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD, ON
 EH1977'THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 3 FEET NORTH OF A
 EH1977'FENCE CORNER, 0.8 FOOT EAST OF A FENCE, 1.4 FEET SOUTHEAST OF A
 EH1977'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH1977'THE GROUND.
 EH1977
 EH1977                          STATION RECOVERY (2003)
 EH1977
 EH1977'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1980 ***********************************************************************
 EH1980  DESIGNATION -  WCS
 EH1980  PID         -  EH1980
 EH1980  STATE/COUNTY-  AR/PRAIRIE
 EH1980  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1980
 EH1980                         *CURRENT SURVEY CONTROL
 EH1980  ___________________________________________________________________
 EH1980* NAD 83(1986)-  34 54 01.     (N)    091 39 12.     (W)     SCALED    
 EH1980* NAVD 88     -        66.439  (meters)     217.98   (feet)  ADJUSTED  
 EH1980  ___________________________________________________________________
 EH1980  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH1980  DYNAMIC HT  -          66.378 (meters)     217.78  (feet)  COMP
 EH1980  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 EH1980
 EH1980  VERT ORDER  -  FIRST     CLASS II
 EH1980
 EH1980.The horizontal coordinates were scaled from a topographic map and have
 EH1980.an estimated accuracy of +/- 6 seconds.
 EH1980
 EH1980.The orthometric height was determined by differential leveling
 EH1980.and adjusted by the National Geodetic Survey in June 1991..
 EH1980
 EH1980.The geoid height was determined by GEOID03.
 EH1980
 EH1980.The dynamic height is computed by dividing the NAVD 88
 EH1980.geopotential number by the normal gravity value computed on the
 EH1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1980.degrees latitude (g = 980.6199 gals.).
 EH1980
 EH1980.The modeled gravity was interpolated from observed gravity values.
 EH1980
 EH1980;                    North         East    Units  Estimated Accuracy
 EH1980;SPC AR S     -   647,800.      431,690.      MT  (+/- 180 meters Scaled)
 EH1980
 EH1980                          SUPERSEDED SURVEY CONTROL
 EH1980
 EH1980  NGVD 29 (??/??/??)   66.446  (m)          218.00   (f) ADJUSTED    1 2
 EH1980
 EH1980.Superseded values are not recommended for survey control.
 EH1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1980.See file dsdata.txt to determine how the superseded data were derived.
 EH1980
 EH1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU230628(NAD 83)
 EH1980_MARKER: DD = SURVEY DISK
 EH1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1980_STAMPING: W C S 1937
 EH1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1980+STABILITY: SURFACE MOTION
 EH1980
 EH1980  HISTORY     - Date     Condition        Report By
 EH1980  HISTORY     - 1937     MONUMENTED       ARGS
 EH1980  HISTORY     - 1954     GOOD             CGS
 EH1980  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1980
 EH1980                          STATION DESCRIPTION
 EH1980
 EH1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1980'12.75 MI NE FROM CARLISLE.
 EH1980'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1980'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 3.5 MILES NORTHEAST
 EH1980'ALONG A CRUSHED ROCK ROAD, THENCE 3.45 MILES EAST ALONG A GRADED DIRT
 EH1980'ROAD, 0.15 MILE EAST OF A ROAD INTERSECTION, 171 FEET EAST OF THE
 EH1980'SOUTHEAST CORNER OF THE PLEASANT RIDGE CHURCH, 85 FEET NORTHEAST OF A
 EH1980'LARGE FORKED OAK TREE, 70 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 EH1980'42 FEET NORTHWEST OF A 28 INCH OAK TREE, 1.8 FEET SOUTH OF A FENCE,
 EH1980'1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH1980'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EH1980
 EH1980                          STATION RECOVERY (2003)
 EH1980
 EH1980'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1984 ***********************************************************************
 EH1984  DESIGNATION -  WCT
 EH1984  PID         -  EH1984
 EH1984  STATE/COUNTY-  AR/PRAIRIE
 EH1984  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1984
 EH1984                         *CURRENT SURVEY CONTROL
 EH1984  ___________________________________________________________________
 EH1984* NAD 83(1986)-  34 53 39.     (N)    091 37 30.     (W)     SCALED    
 EH1984* NAVD 88     -        64.407  (meters)     211.31   (feet)  ADJUSTED  
 EH1984  ___________________________________________________________________
 EH1984  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH1984  DYNAMIC HT  -          64.347 (meters)     211.11  (feet)  COMP
 EH1984  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 EH1984
 EH1984  VERT ORDER  -  FIRST     CLASS II
 EH1984
 EH1984.The horizontal coordinates were scaled from a topographic map and have
 EH1984.an estimated accuracy of +/- 6 seconds.
 EH1984
 EH1984.The orthometric height was determined by differential leveling
 EH1984.and adjusted by the National Geodetic Survey in June 1991..
 EH1984
 EH1984.The geoid height was determined by GEOID03.
 EH1984
 EH1984.The dynamic height is computed by dividing the NAVD 88
 EH1984.geopotential number by the normal gravity value computed on the
 EH1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1984.degrees latitude (g = 980.6199 gals.).
 EH1984
 EH1984.The modeled gravity was interpolated from observed gravity values.
 EH1984
 EH1984;                    North         East    Units  Estimated Accuracy
 EH1984;SPC AR S     -   647,130.      434,280.      MT  (+/- 180 meters Scaled)
 EH1984
 EH1984                          SUPERSEDED SURVEY CONTROL
 EH1984
 EH1984  NGVD 29 (??/??/??)   64.413  (m)          211.33   (f) ADJUSTED    1 2
 EH1984
 EH1984.Superseded values are not recommended for survey control.
 EH1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1984.See file dsdata.txt to determine how the superseded data were derived.
 EH1984
 EH1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU256621(NAD 83)
 EH1984_MARKER: DD = SURVEY DISK
 EH1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1984_STAMPING: W C T 1937
 EH1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1984+STABILITY: SURFACE MOTION
 EH1984
 EH1984  HISTORY     - Date     Condition        Report By
 EH1984  HISTORY     - 1937     MONUMENTED       ARGS
 EH1984  HISTORY     - 1954     GOOD             CGS
 EH1984  HISTORY     - 19980801 MARK NOT FOUND   NRCS
 EH1984  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1984
 EH1984                          STATION DESCRIPTION
 EH1984
 EH1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1984'14.55 MI NE FROM CARLISLE.
 EH1984'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1984'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 3.5 MILES NORTHEAST
 EH1984'ALONG CRUSHED ROCK ROAD, THENCE 5.25 MILES EAST ALONG A GRADED DIRT
 EH1984'ROAD, 144 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 39.5
 EH1984'FEET NORTHWEST OF A 32 INCH GUM TREE, 78.5 FEET SOUTHEAST OF A 30 INCH
 EH1984'OAK TREE, 28 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 EH1984'1.5 FEET NORTH OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET IN
 EH1984'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH1984
 EH1984                          STATION RECOVERY (1998)
 EH1984
 EH1984'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH1984'NOT FOUND.
 EH1984
 EH1984                          STATION RECOVERY (2003)
 EH1984
 EH1984'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1991 ***********************************************************************
 EH1991  DESIGNATION -  WCV
 EH1991  PID         -  EH1991
 EH1991  STATE/COUNTY-  AR/PRAIRIE
 EH1991  USGS QUAD   -  DES ARC WEST (1994)
 EH1991
 EH1991                         *CURRENT SURVEY CONTROL
 EH1991  ___________________________________________________________________
 EH1991* NAD 83(1986)-  34 53 54.     (N)    091 34 44.     (W)     SCALED    
 EH1991* NAVD 88     -        64.954  (meters)     213.10   (feet)  ADJUSTED  
 EH1991  ___________________________________________________________________
 EH1991  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH1991  DYNAMIC HT  -          64.894 (meters)     212.91  (feet)  COMP
 EH1991  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 EH1991
 EH1991  VERT ORDER  -  FIRST     CLASS II
 EH1991
 EH1991.The horizontal coordinates were scaled from a topographic map and have
 EH1991.an estimated accuracy of +/- 6 seconds.
 EH1991
 EH1991.The orthometric height was determined by differential leveling
 EH1991.and adjusted by the National Geodetic Survey in June 1991..
 EH1991
 EH1991.The geoid height was determined by GEOID03.
 EH1991
 EH1991.The dynamic height is computed by dividing the NAVD 88
 EH1991.geopotential number by the normal gravity value computed on the
 EH1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1991.degrees latitude (g = 980.6199 gals.).
 EH1991
 EH1991.The modeled gravity was interpolated from observed gravity values.
 EH1991
 EH1991;                    North         East    Units  Estimated Accuracy
 EH1991;SPC AR S     -   647,610.      438,490.      MT  (+/- 180 meters Scaled)
 EH1991
 EH1991                          SUPERSEDED SURVEY CONTROL
 EH1991
 EH1991  NGVD 29 (??/??/??)   64.960  (m)          213.12   (f) ADJUSTED    1 2
 EH1991
 EH1991.Superseded values are not recommended for survey control.
 EH1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1991.See file dsdata.txt to determine how the superseded data were derived.
 EH1991
 EH1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU298626(NAD 83)
 EH1991_MARKER: DD = SURVEY DISK
 EH1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1991_STAMPING: W C V 1937
 EH1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1991+STABILITY: SURFACE MOTION
 EH1991
 EH1991  HISTORY     - Date     Condition        Report By
 EH1991  HISTORY     - 1937     MONUMENTED       ARGS
 EH1991  HISTORY     - 1954     GOOD             CGS
 EH1991  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH1991
 EH1991                          STATION DESCRIPTION
 EH1991
 EH1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1991'9.65 MI N FROM HAZEN.
 EH1991'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1991'THE STATION AT HAZEN, THENCE 7.7 MILES NORTH ALONG STATE HIGHWAY 11,
 EH1991'THENCE 0.85 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE
 EH1991'WEST ALONG A DIRT ROAD, 65 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 EH1991'57 FEET NORTHWEST OF A 20 INCH OAK TREE, 48.5 FEET NORTH OF A 24 INCH
 EH1991'OAK TREE, 108 FEET SOUTHWEST OF A PUMP, 5.9 FEET EAST OF A POWER POLE,
 EH1991'7 FEET EAST OF A FENCE CORNER, 3.8 FEET EAST OF A WITNESS POST, SET IN
 EH1991'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH1991
 EH1991                          STATION RECOVERY (2003)
 EH1991
 EH1991'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2303 ***********************************************************************
 EH2303  DESIGNATION -  WCW
 EH2303  PID         -  EH2303
 EH2303  STATE/COUNTY-  AR/PRAIRIE
 EH2303  USGS QUAD   -  SLOVAK (1994)
 EH2303
 EH2303                         *CURRENT SURVEY CONTROL
 EH2303  ___________________________________________________________________
 EH2303* NAD 83(1986)-  34 39 20.     (N)    091 36 34.     (W)     SCALED    
 EH2303* NAVD 88     -        68.039  (meters)     223.22   (feet)  POSTED    
 EH2303  ___________________________________________________________________
 EH2303  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH2303  DYNAMIC HT  -          67.970 (meters)     223.00  (feet)  COMP
 EH2303  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 EH2303
 EH2303  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2303
 EH2303.The horizontal coordinates were scaled from a topographic map and have
 EH2303.an estimated accuracy of +/- 6 seconds.
 EH2303
 EH2303.The orthometric height was determined by differential leveling
 EH2303.and adjusted by the National Geodetic Survey in 1992..
 EH2303.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2303.rate of 0.0 thru 1.0 mm/km.
 EH2303
 EH2303.The geoid height was determined by GEOID03.
 EH2303
 EH2303.The dynamic height is computed by dividing the NAVD 88
 EH2303.geopotential number by the normal gravity value computed on the
 EH2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2303.degrees latitude (g = 980.6199 gals.).
 EH2303
 EH2303.The modeled gravity was interpolated from observed gravity values.
 EH2303
 EH2303;                    North         East    Units  Estimated Accuracy
 EH2303;SPC AR S     -   620,670.      435,800.      MT  (+/- 180 meters Scaled)
 EH2303
 EH2303                          SUPERSEDED SURVEY CONTROL
 EH2303
 EH2303  NGVD 29 (??/??/??)   68.044  (m)          223.24   (f) ADJUSTED    2 0
 EH2303
 EH2303.Superseded values are not recommended for survey control.
 EH2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2303.See file dsdata.txt to determine how the superseded data were derived.
 EH2303
 EH2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU274357(NAD 83)
 EH2303_MARKER: DD = SURVEY DISK
 EH2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2303_STAMPING: WCW 1937
 EH2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2303+STABILITY: SURFACE MOTION
 EH2303
 EH2303  HISTORY     - Date     Condition        Report By
 EH2303  HISTORY     - 1937     MONUMENTED       ARGS
 EH2303
 EH2303                          STATION DESCRIPTION
 EH2303
 EH2303'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH2303'2.0 MI W FROM SLOVAC.
 EH2303'2.0 MILES WEST ALONG COUNTY ROADS FROM A FRAME CHURCH.  AT THE CORNER
 EH2303'OF SECTIONS 35 AND 36, T 1N, R 6W AND SECTIONS 1 AND 2 T 1S, R 6W. 32
 EH2303'FEET SOUTH OF CENTER LINE OF THE BASE LINE ROAD 18 FEET EAST OF CENTER
 EH2303'LINE OF T-ROAD SOUTH 3 1/2 FEET SOUTHEAST OF NORTHWEST FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2306 ***********************************************************************
 EH2306  DESIGNATION -  WCX
 EH2306  PID         -  EH2306
 EH2306  STATE/COUNTY-  AR/PRAIRIE
 EH2306  USGS QUAD   -  PARKERS CORNER (1994)
 EH2306
 EH2306                         *CURRENT SURVEY CONTROL
 EH2306  ___________________________________________________________________
 EH2306* NAD 83(1986)-  34 39 21.     (N)    091 38 40.     (W)     SCALED    
 EH2306* NAVD 88     -        62.493  (meters)     205.03   (feet)  POSTED    
 EH2306  ___________________________________________________________________
 EH2306  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EH2306  DYNAMIC HT  -          62.430 (meters)     204.82  (feet)  COMP
 EH2306  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 EH2306
 EH2306  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2306
 EH2306.The horizontal coordinates were scaled from a topographic map and have
 EH2306.an estimated accuracy of +/- 6 seconds.
 EH2306
 EH2306.The orthometric height was determined by differential leveling
 EH2306.and adjusted by the National Geodetic Survey in 1992..
 EH2306.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2306.rate of 0.0 thru 1.0 mm/km.
 EH2306
 EH2306.The geoid height was determined by GEOID03.
 EH2306
 EH2306.The dynamic height is computed by dividing the NAVD 88
 EH2306.geopotential number by the normal gravity value computed on the
 EH2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2306.degrees latitude (g = 980.6199 gals.).
 EH2306
 EH2306.The modeled gravity was interpolated from observed gravity values.
 EH2306
 EH2306;                    North         East    Units  Estimated Accuracy
 EH2306;SPC AR S     -   620,690.      432,590.      MT  (+/- 180 meters Scaled)
 EH2306
 EH2306                          SUPERSEDED SURVEY CONTROL
 EH2306
 EH2306  NGVD 29 (??/??/??)   62.502  (m)          205.06   (f) ADJUSTED    2 0
 EH2306
 EH2306.Superseded values are not recommended for survey control.
 EH2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2306.See file dsdata.txt to determine how the superseded data were derived.
 EH2306
 EH2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU242357(NAD 83)
 EH2306_MARKER: DD = SURVEY DISK
 EH2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2306_STAMPING: WCX 1937
 EH2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2306+STABILITY: SURFACE MOTION
 EH2306
 EH2306  HISTORY     - Date     Condition        Report By
 EH2306  HISTORY     - 1937     MONUMENTED       ARGS
 EH2306  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2306
 EH2306                          STATION DESCRIPTION
 EH2306
 EH2306'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH2306'4.0 MI W FROM SLOVAC.
 EH2306'4.0 MILES WEST ALONG COUNTY ROADS FROM A FRAME CHURCH.  AT THE
 EH2306'NORTHWEST CORNER OF SECTION 3, T 1S, R 6W.  212 FEET SOUTHWEST OF A
 EH2306'14-INCH CHERRY TREE 22 FEET EAST OF CENTER LINE OF T-ROAD SOUTH.  22
 EH2306'FEET SOUTH OF CENTER LINE OF THE BASE LINE ROAD 246 FEET NORTHEAST OF
 EH2306'A 20-INCH RED OAK TREE.
 EH2306
 EH2306                          STATION RECOVERY (2003)
 EH2306
 EH2306'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2308 ***********************************************************************
 EH2308  DESIGNATION -  WCY
 EH2308  PID         -  EH2308
 EH2308  STATE/COUNTY-  AR/LONOKE
 EH2308  USGS QUAD   -  PARKERS CORNER (1994)
 EH2308
 EH2308                         *CURRENT SURVEY CONTROL
 EH2308  ___________________________________________________________________
 EH2308* NAD 83(1986)-  34 39 24.     (N)    091 40 32.     (W)     SCALED    
 EH2308* NAVD 88     -        61.619  (meters)     202.16   (feet)  POSTED    
 EH2308  ___________________________________________________________________
 EH2308  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH2308  DYNAMIC HT  -          61.560 (meters)     201.97  (feet)  COMP
 EH2308  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 EH2308
 EH2308  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2308
 EH2308.The horizontal coordinates were scaled from a topographic map and have
 EH2308.an estimated accuracy of +/- 6 seconds.
 EH2308
 EH2308.The orthometric height was determined by differential leveling
 EH2308.and adjusted by the National Geodetic Survey in 1992..
 EH2308.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2308.rate of 0.0 thru 1.0 mm/km.
 EH2308
 EH2308.The geoid height was determined by GEOID03.
 EH2308
 EH2308.The dynamic height is computed by dividing the NAVD 88
 EH2308.geopotential number by the normal gravity value computed on the
 EH2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2308.degrees latitude (g = 980.6199 gals.).
 EH2308
 EH2308.The modeled gravity was interpolated from observed gravity values.
 EH2308
 EH2308;                    North         East    Units  Estimated Accuracy
 EH2308;SPC AR S     -   620,770.      429,740.      MT  (+/- 180 meters Scaled)
 EH2308
 EH2308                          SUPERSEDED SURVEY CONTROL
 EH2308
 EH2308  NGVD 29 (??/??/??)   61.630  (m)          202.20   (f) ADJUSTED    2 0
 EH2308
 EH2308.Superseded values are not recommended for survey control.
 EH2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2308.See file dsdata.txt to determine how the superseded data were derived.
 EH2308
 EH2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU213357(NAD 83)
 EH2308_MARKER: DD = SURVEY DISK
 EH2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2308_STAMPING: WCY 1937
 EH2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2308+STABILITY: SURFACE MOTION
 EH2308
 EH2308  HISTORY     - Date     Condition        Report By
 EH2308  HISTORY     - 1937     MONUMENTED       ARGS
 EH2308  HISTORY     - 20030612 MARK NOT FOUND   USACE
 EH2308
 EH2308                          STATION DESCRIPTION
 EH2308
 EH2308'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH2308'13.4 MI SE FROM CARLISLE.
 EH2308'8.8 MILES SOUTH ALONG THE HUMNOKE ROAD FROM THE CRI AND P RY STATION,
 EH2308'THENCE 4.6 MILES EAST ALONG THE BASE LINE ROAD.  23 FEET NORTH OF
 EH2308'CENTER LINE OF THE BASE LINE ROAD.  29 FEET SOUTHWEST OF SOUTHWEST
 EH2308'CORNER OF L.L. FLETCHER RESIDENCE.  56 FEET NORTHEAST OF 40-INCH RED
 EH2308'OAK TREE.  3 FEET NORTHWEST OF SOUTHWEST FENCE CORNER.  ABOUT 0.4 MILE
 EH2308'WEST OF TWO PRAIRIE BAYOU.
 EH2308
 EH2308                          STATION RECOVERY (2003)
 EH2308
 EH2308'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2312 ***********************************************************************
 EH2312  DESIGNATION -  WCZ RESET
 EH2312  PID         -  EH2312
 EH2312  STATE/COUNTY-  AR/LONOKE
 EH2312  USGS QUAD   -  PARKERS CORNER (1994)
 EH2312
 EH2312                         *CURRENT SURVEY CONTROL
 EH2312  ___________________________________________________________________
 EH2312* NAD 83(1986)-  34 39 27.     (N)    091 43 07.     (W)     SCALED    
 EH2312* NAVD 88     -        63.93   (+/-2cm)     209.7    (feet)  VERTCON   
 EH2312  ___________________________________________________________________
 EH2312  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH2312
 EH2312  VERT ORDER  -  THIRD (See Below)
 EH2312
 EH2312.The horizontal coordinates were scaled from a topographic map and have
 EH2312.an estimated accuracy of +/- 6 seconds.
 EH2312
 EH2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2312.The vertical order pertains to the NGVD 29 superseded value.
 EH2312
 EH2312.The geoid height was determined by GEOID03.
 EH2312
 EH2312;                    North         East    Units  Estimated Accuracy
 EH2312;SPC AR S     -   620,850.      425,790.      MT  (+/- 180 meters Scaled)
 EH2312
 EH2312                          SUPERSEDED SURVEY CONTROL
 EH2312
 EH2312  NGVD 29 (??/??/??)   63.95   (m)          209.8    (f) RESET       3  
 EH2312
 EH2312.Superseded values are not recommended for survey control.
 EH2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2312.See file dsdata.txt to determine how the superseded data were derived.
 EH2312
 EH2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU174358(NAD 83)
 EH2312_MARKER: DB = BENCH MARK DISK
 EH2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2312_STAMPING: WCZ 1937 RESET 1974
 EH2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2312+STABILITY: SURFACE MOTION
 EH2312
 EH2312  HISTORY     - Date     Condition        Report By
 EH2312  HISTORY     - 1974     MONUMENTED       NGS
 EH2312
 EH2312                          STATION DESCRIPTION
 EH2312
 EH2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH2312'8.5 MI S FROM CARLISLE.
 EH2312'THE MARK IS A U.S. C AND GS AND STATE SURVEY DISK, SET IN TOP OF A
 EH2312'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 50 FEET NORTHEAST
 EH2312'OF THE CENTER OF CROSSROADS, 45 FEET EAST OF THE CENTER OF A
 EH2312'NORTH-SOUTH ROAD, 28 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 2
 EH2312'FEET WEST OF A POWER POLE NO. 1 AND 1 FOT EAST OF A METAL WITNESS POST
 EH2312'AND SIGN.  IT IS LOCATED 8.55 MILES SOUTH ALONG STATE HIGHWAY 13 FROM
 EH2312'THE JUNCTION OF U.S. HIGHWAY 70, IN THE SOUTHWEST EDGE OF CARLISLE TO
 EH2312'A CROSSROAD, THENCE EAST ALONG HAMILTON LOOP ROAD FOR 2.1 MILES TO THE
 EH2312'MARK IN THE NORTHEAST ANGLE OF A CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1509 ***********************************************************************
 FF1509  DESIGNATION -  WDA
 FF1509  PID         -  FF1509
 FF1509  STATE/COUNTY-  AR/WHITE
 FF1509  USGS QUAD   -  WALKER (1994)
 FF1509
 FF1509                         *CURRENT SURVEY CONTROL
 FF1509  ___________________________________________________________________
 FF1509* NAD 83(1986)-  35 04 44.     (N)    091 37 34.     (W)     SCALED    
 FF1509* NAVD 88     -        63.88   (+/-2cm)     209.6    (feet)  VERTCON   
 FF1509  ___________________________________________________________________
 FF1509  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF1509
 FF1509  VERT ORDER  -  ? (See Below)
 FF1509
 FF1509.The horizontal coordinates were scaled from a topographic map and have
 FF1509.an estimated accuracy of +/- 6 seconds.
 FF1509
 FF1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1509.The vertical order pertains to the NGVD 29 superseded value.
 FF1509
 FF1509.The geoid height was determined by GEOID03.
 FF1509
 FF1509;                    North         East    Units  Estimated Accuracy
 FF1509;SPC AR N     -    82,780.      434,100.      MT  (+/- 180 meters Scaled)
 FF1509
 FF1509                          SUPERSEDED SURVEY CONTROL
 FF1509
 FF1509  NGVD 29 (??/??/??)   63.865  (m)          209.53   (f) ADJUSTED    ?  
 FF1509
 FF1509.Superseded values are not recommended for survey control.
 FF1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1509.See file dsdata.txt to determine how the superseded data were derived.
 FF1509
 FF1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU252826(NAD 83)
 FF1509_MARKER: DD = SURVEY DISK
 FF1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1509_STAMPING: WDA 1937
 FF1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1509+STABILITY: SURFACE MOTION
 FF1509
 FF1509  HISTORY     - Date     Condition        Report By
 FF1509  HISTORY     - 1937     MONUMENTED       ARGS
 FF1509
 FF1509                          STATION DESCRIPTION
 FF1509
 FF1509'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 FF1509'1.4 MI W FROM BELCHER.
 FF1509'1.4 MILES WEST ALONG A SECTION-LINE ROAD FROM THE PUBLIC SCHOOL
 FF1509'AT BELCHER, 57 FEET SOUTH OF THE SOUTHWEST CORNER OF THE ALVIN
 FF1509'MILLER RESIDENCE, AND 22 FEET NORTH OF THE CENTERLINE OF THE
 FF1509'ROAD.  A STATE SURVEY STANDARD DISK, STAMPED WDA 1937 AND SET
 FF1509'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1511 ***********************************************************************
 FF1511  DESIGNATION -  WDB
 FF1511  PID         -  FF1511
 FF1511  STATE/COUNTY-  AR/WHITE
 FF1511  USGS QUAD   -  WALKER (1994)
 FF1511
 FF1511                         *CURRENT SURVEY CONTROL
 FF1511  ___________________________________________________________________
 FF1511* NAD 83(1986)-  35 04 44.     (N)    091 39 18.     (W)     SCALED    
 FF1511* NAVD 88     -        62.62   (+/-2cm)     205.4    (feet)  VERTCON   
 FF1511  ___________________________________________________________________
 FF1511  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF1511
 FF1511  VERT ORDER  -  ? (See Below)
 FF1511
 FF1511.The horizontal coordinates were scaled from a topographic map and have
 FF1511.an estimated accuracy of +/- 6 seconds.
 FF1511
 FF1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1511.The vertical order pertains to the NGVD 29 superseded value.
 FF1511
 FF1511.The geoid height was determined by GEOID03.
 FF1511
 FF1511;                    North         East    Units  Estimated Accuracy
 FF1511;SPC AR N     -    82,770.      431,460.      MT  (+/- 180 meters Scaled)
 FF1511
 FF1511                          SUPERSEDED SURVEY CONTROL
 FF1511
 FF1511  NGVD 29 (??/??/??)   62.607  (m)          205.40   (f) ADJUSTED    ?  
 FF1511
 FF1511.Superseded values are not recommended for survey control.
 FF1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1511.See file dsdata.txt to determine how the superseded data were derived.
 FF1511
 FF1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU226826(NAD 83)
 FF1511_MARKER: DD = SURVEY DISK
 FF1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1511_STAMPING: WDB 1937
 FF1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1511+STABILITY: SURFACE MOTION
 FF1511
 FF1511  HISTORY     - Date     Condition        Report By
 FF1511  HISTORY     - 1937     MONUMENTED       ARGS
 FF1511  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1511
 FF1511                          STATION DESCRIPTION
 FF1511
 FF1511'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 FF1511'3 MI W FROM BELCHER.
 FF1511'3.0 MILES WEST ALONG A SECTION-LINE ROAD FROM THE PUBLIC SCHOOL
 FF1511'AT BELCHER, AT DOGWOOD SCHOOL, 49 FEET NORTHWEST OF THE NORTHWEST
 FF1511'CORNER OF THE SCHOOLHOUSE, 43 FEET SOUTHEAST OF THE CENTER OF
 FF1511'A ROAD INTERSECTION, AND 12 FEET NORTHEAST OF A 16-INCH POST-OAK
 FF1511'TREE.  A STATE SURVEY STANDARD DISK, STAMPED WDB 1937 AND SET IN
 FF1511'THE TOP OF A CONCRETE POST.  NOTE-- NO SIGN OF SCHOOL FOUNDATION
 FF1511'SINCE SCHOOL HOUSE HAS BEEN REMOVED, COULD NOT LOCATE AFTER
 FF1511'EXTENSIVE SEARCH.
 FF1511
 FF1511                          STATION RECOVERY (1964)
 FF1511
 FF1511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1513 ***********************************************************************
 FF1513  DESIGNATION -  WDC
 FF1513  PID         -  FF1513
 FF1513  STATE/COUNTY-  AR/WHITE
 FF1513  USGS QUAD   -  WALKER (1994)
 FF1513
 FF1513                         *CURRENT SURVEY CONTROL
 FF1513  ___________________________________________________________________
 FF1513* NAD 83(1986)-  35 04 46.     (N)    091 41 24.     (W)     SCALED    
 FF1513* NAVD 88     -        61.20   (+/-2cm)     200.8    (feet)  VERTCON   
 FF1513  ___________________________________________________________________
 FF1513  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1513
 FF1513  VERT ORDER  -  ? (See Below)
 FF1513
 FF1513.The horizontal coordinates were scaled from a topographic map and have
 FF1513.an estimated accuracy of +/- 6 seconds.
 FF1513
 FF1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1513.The vertical order pertains to the NGVD 29 superseded value.
 FF1513
 FF1513.The geoid height was determined by GEOID03.
 FF1513
 FF1513;                    North         East    Units  Estimated Accuracy
 FF1513;SPC AR N     -    82,820.      428,270.      MT  (+/- 180 meters Scaled)
 FF1513
 FF1513                          SUPERSEDED SURVEY CONTROL
 FF1513
 FF1513  NGVD 29 (??/??/??)   61.178  (m)          200.71   (f) ADJUSTED    ?  
 FF1513
 FF1513.Superseded values are not recommended for survey control.
 FF1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1513.See file dsdata.txt to determine how the superseded data were derived.
 FF1513
 FF1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU194826(NAD 83)
 FF1513_MARKER: DD = SURVEY DISK
 FF1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1513_STAMPING: WDC 1937
 FF1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1513+STABILITY: SURFACE MOTION
 FF1513
 FF1513  HISTORY     - Date     Condition        Report By
 FF1513  HISTORY     - 1937     MONUMENTED       ARGS
 FF1513
 FF1513                          STATION DESCRIPTION
 FF1513
 FF1513'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 FF1513'5 MI W FROM BELCHER.
 FF1513'5.0 MILES WEST ALONG A SECTION-LINE ROAD FROM THE PUBLIC SCHOOL
 FF1513'AT BELCHER, 0.9 MILE EAST OF BAYOU DES ARC, 200 FEET WEST OF
 FF1513'THE W.C. CRUTHERS RESIDENCE, AT THE JUNCTION OF A T-ROAD LEADING
 FF1513'NORTH, 49 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, AND 6
 FF1513'FEET EAST OF A 6-INCH CEDAR TREE.  A STATE SURVEY STANDARD DISK,
 FF1513'STAMPED WDC 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1495 ***********************************************************************
 FF1495  DESIGNATION -  WDD
 FF1495  PID         -  FF1495
 FF1495  STATE/COUNTY-  AR/PRAIRIE
 FF1495  USGS QUAD   -  WALKER (1994)
 FF1495
 FF1495                         *CURRENT SURVEY CONTROL
 FF1495  ___________________________________________________________________
 FF1495* NAD 83(1986)-  35 00 35.     (N)    091 44 40.     (W)     SCALED    
 FF1495* NAVD 88     -        70.27   (+/-2cm)     230.5    (feet)  VERTCON   
 FF1495  ___________________________________________________________________
 FF1495  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF1495
 FF1495  VERT ORDER  -  ? (See Below)
 FF1495
 FF1495.The horizontal coordinates were scaled from a topographic map and have
 FF1495.an estimated accuracy of +/- 6 seconds.
 FF1495
 FF1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1495.The vertical order pertains to the NGVD 29 superseded value.
 FF1495
 FF1495.The geoid height was determined by GEOID03.
 FF1495
 FF1495;                    North         East    Units  Estimated Accuracy
 FF1495;SPC AR S     -   659,920.      423,330.      MT  (+/- 180 meters Scaled)
 FF1495
 FF1495                          SUPERSEDED SURVEY CONTROL
 FF1495
 FF1495  NGVD 29 (??/??/??)   70.272  (m)          230.55   (f) ADJUSTED    ?  
 FF1495
 FF1495.Superseded values are not recommended for survey control.
 FF1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1495.See file dsdata.txt to determine how the superseded data were derived.
 FF1495
 FF1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU145748(NAD 83)
 FF1495_MARKER: DD = SURVEY DISK
 FF1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1495_STAMPING: WDD 1937
 FF1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1495+STABILITY: SURFACE MOTION
 FF1495
 FF1495  HISTORY     - Date     Condition        Report By
 FF1495  HISTORY     - 1937     MONUMENTED       ARGS
 FF1495  HISTORY     - 1955     GOOD             CGS
 FF1495
 FF1495                          STATION DESCRIPTION
 FF1495
 FF1495'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 FF1495'1.6 MI NW FROM HICKORY PLAINS.
 FF1495'1.6 MILES NORTHWEST ALONG THE BEEBE ROAD FROM THE POST OFFICE
 FF1495'AT HICKORY PLAINS, ABOUT 578 FEET WEST OF THE TOAD LINDMON
 FF1495'RESIDENCE, AT THE JUNCTION OF A ROAD LEADING NORTH, 28 FEET
 FF1495'NORTHEAST OF THE CENTER OF THE JUNCTION, AND 3 FEET EAST OF A
 FF1495'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED WDD 1937 AND SET
 FF1495'IN THE TOP OF A CONCRETE POST.
 FF1495
 FF1495                          STATION RECOVERY (1955)
 FF1495
 FF1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1497 ***********************************************************************
 FF1497  DESIGNATION -  WDE
 FF1497  PID         -  FF1497
 FF1497  STATE/COUNTY-  AR/PRAIRIE
 FF1497  USGS QUAD   -  WALKER (1994)
 FF1497
 FF1497                         *CURRENT SURVEY CONTROL
 FF1497  ___________________________________________________________________
 FF1497* NAD 83(1986)-  35 02 10.     (N)    091 44 37.     (W)     SCALED    
 FF1497* NAVD 88     -        65.28   (+/-2cm)     214.2    (feet)  VERTCON   
 FF1497  ___________________________________________________________________
 FF1497  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 FF1497
 FF1497  VERT ORDER  -  ? (See Below)
 FF1497
 FF1497.The horizontal coordinates were scaled from a topographic map and have
 FF1497.an estimated accuracy of +/- 6 seconds.
 FF1497
 FF1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1497.The vertical order pertains to the NGVD 29 superseded value.
 FF1497
 FF1497.The geoid height was determined by GEOID03.
 FF1497
 FF1497;                    North         East    Units  Estimated Accuracy
 FF1497;SPC AR S     -   662,850.      423,400.      MT  (+/- 180 meters Scaled)
 FF1497
 FF1497                          SUPERSEDED SURVEY CONTROL
 FF1497
 FF1497  NGVD 29 (??/??/??)   65.274  (m)          214.15   (f) ADJUSTED    ?  
 FF1497
 FF1497.Superseded values are not recommended for survey control.
 FF1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1497.See file dsdata.txt to determine how the superseded data were derived.
 FF1497
 FF1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU146777(NAD 83)
 FF1497_MARKER: DD = SURVEY DISK
 FF1497_SETTING: 0 = UNSPECIFIED SETTING
 FF1497_STAMPING: W D E 1937
 FF1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1497
 FF1497  HISTORY     - Date     Condition        Report By
 FF1497  HISTORY     - 1937     MONUMENTED       ARGS
 FF1497  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1497
 FF1497                          STATION DESCRIPTION
 FF1497
 FF1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1497'3.4 MI N FROM HICKORY PLAINS.
 FF1497'1.6 MILES NORTHWEST ALONG THE BEEBE ROAD FROM THE POST OFFICE
 FF1497'AT HICKORY PLAINS, THENCE 1.8 MILES NORTH ALONG A SECTION-LINE
 FF1497'ROAD, ABOUT 550 FEET WEST OF THE F.W. PRICE RESIDENCE, 350 FEET
 FF1497'NORTH OF THE FRANK PRICE RESIDENCE, 33 FEET SOUTHEAST OF THE
 FF1497'CENTER OF A ROAD INTERSECTION, AND 3 FEET SOUTH OF A FENCE
 FF1497'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1499 ***********************************************************************
 FF1499  DESIGNATION -  WDF
 FF1499  PID         -  FF1499
 FF1499  STATE/COUNTY-  AR/WHITE
 FF1499  USGS QUAD   -  WALKER (1994)
 FF1499
 FF1499                         *CURRENT SURVEY CONTROL
 FF1499  ___________________________________________________________________
 FF1499* NAD 83(1986)-  35 04 00.     (N)    091 44 36.     (W)     SCALED    
 FF1499* NAVD 88     -        62.57   (+/-2cm)     205.3    (feet)  VERTCON   
 FF1499  ___________________________________________________________________
 FF1499  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1499
 FF1499  VERT ORDER  -  ? (See Below)
 FF1499
 FF1499.The horizontal coordinates were scaled from a topographic map and have
 FF1499.an estimated accuracy of +/- 6 seconds.
 FF1499
 FF1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1499.The vertical order pertains to the NGVD 29 superseded value.
 FF1499
 FF1499.The geoid height was determined by GEOID03.
 FF1499
 FF1499;                    North         East    Units  Estimated Accuracy
 FF1499;SPC AR N     -    81,390.      423,410.      MT  (+/- 180 meters Scaled)
 FF1499
 FF1499                          SUPERSEDED SURVEY CONTROL
 FF1499
 FF1499  NGVD 29 (??/??/??)   62.553  (m)          205.23   (f) ADJUSTED    ?  
 FF1499
 FF1499.Superseded values are not recommended for survey control.
 FF1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1499.See file dsdata.txt to determine how the superseded data were derived.
 FF1499
 FF1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU145811(NAD 83)
 FF1499_MARKER: DD = SURVEY DISK
 FF1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1499_STAMPING: VDF 1937
 FF1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1499+STABILITY: SURFACE MOTION
 FF1499
 FF1499  HISTORY     - Date     Condition        Report By
 FF1499  HISTORY     - 1937     MONUMENTED       ARGS
 FF1499  HISTORY     - 1955     GOOD             CGS
 FF1499  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1499
 FF1499                          STATION DESCRIPTION
 FF1499
 FF1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1499'7.6 MI SE FROM GARNER.
 FF1499'7.6 MILES SOUTHEAST ALONG COUNTY ROADS FROM THE MISSOURI PACIFIC
 FF1499'RAILROAD CROSSING AT GARNER, 0.9 MILE SOUTH OF VINITY, AT THE
 FF1499'D.T. CHAMBERS RESIDENCE, 60 FEET NORTHWEST OF THE NORTHWEST
 FF1499'CORNER OF THE HOUSE, 17 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FF1499'19 FEET NORTHWEST OF A 10-INCH MAPLE TREE, AND 2 FEET EAST OF A
 FF1499'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED VDF 1937 AND SET
 FF1499'IN THE TOP OF A CONCRETE POST.
 FF1499
 FF1499                          STATION RECOVERY (1964)
 FF1499
 FF1499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1500 ***********************************************************************
 FF1500  DESIGNATION -  WDG
 FF1500  PID         -  FF1500
 FF1500  STATE/COUNTY-  AR/WHITE
 FF1500  USGS QUAD   -  WALKER (1994)
 FF1500
 FF1500                         *CURRENT SURVEY CONTROL
 FF1500  ___________________________________________________________________
 FF1500* NAD 83(1986)-  35 04 47.     (N)    091 44 33.     (W)     SCALED    
 FF1500* NAVD 88     -        61.77   (+/-2cm)     202.7    (feet)  VERTCON   
 FF1500  ___________________________________________________________________
 FF1500  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1500
 FF1500  VERT ORDER  -  ? (See Below)
 FF1500
 FF1500.The horizontal coordinates were scaled from a topographic map and have
 FF1500.an estimated accuracy of +/- 6 seconds.
 FF1500
 FF1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1500.The vertical order pertains to the NGVD 29 superseded value.
 FF1500
 FF1500.The geoid height was determined by GEOID03.
 FF1500
 FF1500;                    North         East    Units  Estimated Accuracy
 FF1500;SPC AR N     -    82,840.      423,480.      MT  (+/- 180 meters Scaled)
 FF1500
 FF1500                          SUPERSEDED SURVEY CONTROL
 FF1500
 FF1500  NGVD 29 (??/??/??)   61.752  (m)          202.60   (f) ADJUSTED    ?  
 FF1500
 FF1500.Superseded values are not recommended for survey control.
 FF1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1500.See file dsdata.txt to determine how the superseded data were derived.
 FF1500
 FF1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU146826(NAD 83)
 FF1500_MARKER: DD = SURVEY DISK
 FF1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1500_STAMPING: W D G 1937
 FF1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1500+STABILITY: SURFACE MOTION
 FF1500
 FF1500  HISTORY     - Date     Condition        Report By
 FF1500  HISTORY     - 1937     MONUMENTED       ARGS
 FF1500  HISTORY     - 1955     GOOD             CGS
 FF1500
 FF1500                          STATION DESCRIPTION
 FF1500
 FF1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1500'7.5 MI SE FROM GARNER.
 FF1500'1.15 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 FF1500'GARNER, THENCE 5.35 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 FF1500'1.0 MILE EAST ALONG A GRAVELED ROAD, 118 FEET WEST OF THE
 FF1500'SOUTHWEST CORNER OF THE VINITY BAPTIST CHURCH, 44 FEET NORTH OF
 FF1500'THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 36 FEET EAST
 FF1500'OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 11.3 FEET
 FF1500'SOUTHEAST OF A 20 INCH OAK TREE, SET IN THE TOP OF A CONCRETE
 FF1500'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1515 ***********************************************************************
 FF1515  DESIGNATION -  WDH
 FF1515  PID         -  FF1515
 FF1515  STATE/COUNTY-  AR/WHITE
 FF1515  USGS QUAD   -  WALKER (1994)
 FF1515
 FF1515                         *CURRENT SURVEY CONTROL
 FF1515  ___________________________________________________________________
 FF1515* NAD 83(1986)-  35 04 46.     (N)    091 43 21.     (W)     SCALED    
 FF1515* NAVD 88     -        61.55   (+/-2cm)     201.9    (feet)  VERTCON   
 FF1515  ___________________________________________________________________
 FF1515  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1515
 FF1515  VERT ORDER  -  ? (See Below)
 FF1515
 FF1515.The horizontal coordinates were scaled from a topographic map and have
 FF1515.an estimated accuracy of +/- 6 seconds.
 FF1515
 FF1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1515.The vertical order pertains to the NGVD 29 superseded value.
 FF1515
 FF1515.The geoid height was determined by GEOID03.
 FF1515
 FF1515;                    North         East    Units  Estimated Accuracy
 FF1515;SPC AR N     -    82,810.      425,310.      MT  (+/- 180 meters Scaled)
 FF1515
 FF1515                          SUPERSEDED SURVEY CONTROL
 FF1515
 FF1515  NGVD 29 (??/??/??)   61.533  (m)          201.88   (f) ADJUSTED    ?  
 FF1515
 FF1515.Superseded values are not recommended for survey control.
 FF1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1515.See file dsdata.txt to determine how the superseded data were derived.
 FF1515
 FF1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU164825(NAD 83)
 FF1515_MARKER: DD = SURVEY DISK
 FF1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1515_STAMPING: W D H 1937
 FF1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1515+STABILITY: SURFACE MOTION
 FF1515
 FF1515  HISTORY     - Date     Condition        Report By
 FF1515  HISTORY     - 1937     MONUMENTED       ARGS
 FF1515  HISTORY     - 1955     GOOD             CGS
 FF1515
 FF1515                          STATION DESCRIPTION
 FF1515
 FF1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1515'6.9 MI W FROM BELCHER.
 FF1515'6.9 MILES WEST ALONG A DIRT ROAD FROM THE CHICAGO, ROCK ISLAND
 FF1515'AND PACIFIC RAILROAD STATION SIGN AT BELCHER, 1.2 MILES EAST OF
 FF1515'THE VINITY BAPTIST CHURCH, 73 FEET NORTH OF THE CENTER LINE OF
 FF1515'A DIRT ROAD, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FF1515'FARMHOUSE, 13.5 FEET EAST OF A 26 INCH OAK TREE, 2.5 FEET
 FF1515'SOUTHWEST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST
 FF1515'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1504 ***********************************************************************
 FF1504  DESIGNATION -  WDK
 FF1504  PID         -  FF1504
 FF1504  STATE/COUNTY-  AR/WHITE
 FF1504  USGS QUAD   -  MC RAE (1992)
 FF1504
 FF1504                         *CURRENT SURVEY CONTROL
 FF1504  ___________________________________________________________________
 FF1504* NAD 83(1986)-  35 05 45.     (N)    091 46 05.     (W)     SCALED    
 FF1504* NAVD 88     -        64.70   (+/-2cm)     212.3    (feet)  VERTCON   
 FF1504  ___________________________________________________________________
 FF1504  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1504
 FF1504  VERT ORDER  -  ? (See Below)
 FF1504
 FF1504.The horizontal coordinates were scaled from a topographic map and have
 FF1504.an estimated accuracy of +/- 6 seconds.
 FF1504
 FF1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1504.The vertical order pertains to the NGVD 29 superseded value.
 FF1504
 FF1504.The geoid height was determined by GEOID03.
 FF1504
 FF1504;                    North         East    Units  Estimated Accuracy
 FF1504;SPC AR N     -    84,620.      421,150.      MT  (+/- 180 meters Scaled)
 FF1504
 FF1504                          SUPERSEDED SURVEY CONTROL
 FF1504
 FF1504  NGVD 29 (??/??/??)   64.678  (m)          212.20   (f) ADJUSTED    ?  
 FF1504
 FF1504.Superseded values are not recommended for survey control.
 FF1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1504.See file dsdata.txt to determine how the superseded data were derived.
 FF1504
 FF1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU122843(NAD 83)
 FF1504_MARKER: DD = SURVEY DISK
 FF1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1504_STAMPING: W D K 1937
 FF1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1504+STABILITY: SURFACE MOTION
 FF1504
 FF1504  HISTORY     - Date     Condition        Report By
 FF1504  HISTORY     - 1937     MONUMENTED       ARGS
 FF1504  HISTORY     - 1955     GOOD             CGS
 FF1504
 FF1504                          STATION DESCRIPTION
 FF1504
 FF1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1504'4 MI SE FROM GARNER.
 FF1504'1.15 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 FF1504'GARNER, THENCE 2.85 MILES SOUTH ALONG A GRAVELED ROAD, 0.1 MILE
 FF1504'NORTH OF A CURVE IN THE ROAD, 90 FEET WEST OF THE CENTER LINE
 FF1504'OF THE ROAD, 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FF1504'VACANT WHITE HOUSE, 78 FEET SOUTHWEST OF A 26 INCH OAK TREE,
 FF1504'60.5 FEET NORTHWEST OF A 30 INCH OAK TREE, 19 FEET SOUTHEAST OF
 FF1504'A 22 INCH MAPLE TREE, SET IN THE TOP OF A CONCRETE POST WHICH
 FF1504'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1523 ***********************************************************************
 FF1523  DESIGNATION -  WDT
 FF1523  PID         -  FF1523
 FF1523  STATE/COUNTY-  AR/WHITE
 FF1523  USGS QUAD   -  SIDON (1994)
 FF1523
 FF1523                         *CURRENT SURVEY CONTROL
 FF1523  ___________________________________________________________________
 FF1523* NAD 83(1986)-  35 16 17.     (N)    091 54 59.     (W)     SCALED    
 FF1523* NAVD 88     -        92.255  (meters)     302.67   (feet)  ADJUSTED  
 FF1523  ___________________________________________________________________
 FF1523  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF1523  DYNAMIC HT  -          92.171 (meters)     302.40  (feet)  COMP
 FF1523  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 FF1523
 FF1523  VERT ORDER  -  SECOND    CLASS 0
 FF1523
 FF1523.The horizontal coordinates were scaled from a topographic map and have
 FF1523.an estimated accuracy of +/- 6 seconds.
 FF1523
 FF1523.The orthometric height was determined by differential leveling
 FF1523.and adjusted by the National Geodetic Survey in June 1991..
 FF1523
 FF1523.The geoid height was determined by GEOID03.
 FF1523
 FF1523.The dynamic height is computed by dividing the NAVD 88
 FF1523.geopotential number by the normal gravity value computed on the
 FF1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1523.degrees latitude (g = 980.6199 gals.).
 FF1523
 FF1523.The modeled gravity was interpolated from observed gravity values.
 FF1523
 FF1523;                    North         East    Units  Estimated Accuracy
 FF1523;SPC AR N     -   104,070.      407,610.      MT  (+/- 180 meters Scaled)
 FF1523
 FF1523                          SUPERSEDED SURVEY CONTROL
 FF1523
 FF1523  NGVD 29 (??/??/??)   92.208  (m)          302.52   (f) ADJUSTED    2 0
 FF1523
 FF1523.Superseded values are not recommended for survey control.
 FF1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1523.See file dsdata.txt to determine how the superseded data were derived.
 FF1523
 FF1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV985036(NAD 83)
 FF1523_MARKER: DD = SURVEY DISK
 FF1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1523_STAMPING: WDT 1937
 FF1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1523+STABILITY: SURFACE MOTION
 FF1523
 FF1523  HISTORY     - Date     Condition        Report By
 FF1523  HISTORY     - 1937     MONUMENTED       ARGS
 FF1523  HISTORY     - 1967     GOOD             CGS
 FF1523  HISTORY     - 1988     POOR             USPSQD
 FF1523
 FF1523                          STATION DESCRIPTION
 FF1523
 FF1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1523'10.6 MI W FROM SEARCY.
 FF1523'IT IS 0.2 MILE SOUTH ALONG SPRING STREET FROM THE COURTHOUSE
 FF1523'IN SEARCY, THENCE 10.45 MILES WEST ALONG STATE HIGHWAY 36, 1.0
 FF1523'MILE EAST OF BENCH MARK P 206, 49 FEET NORTH OF THE CENTER OF
 FF1523'THE HIGHWAY, 43 FEET EAST OF A POWERLINE POLE, 38 FEET SOUTH OF
 FF1523'THE SOUTHWEST CORNER OF A HOUSE, IN THE SOUTH PART OF THE LAWN
 FF1523'AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 FF1523'1 INCH.
 FF1523
 FF1523                          STATION RECOVERY (1988)
 FF1523
 FF1523'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1523'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1520 ***********************************************************************
 FF1520  DESIGNATION -  WDU
 FF1520  PID         -  FF1520
 FF1520  STATE/COUNTY-  AR/WHITE
 FF1520  USGS QUAD   -  SIDON (1994)
 FF1520
 FF1520                         *CURRENT SURVEY CONTROL
 FF1520  ___________________________________________________________________
 FF1520* NAD 83(1986)-  35 17 08.     (N)    091 56 55.     (W)     SCALED    
 FF1520* NAVD 88     -       229.952  (meters)     754.43   (feet)  ADJUSTED  
 FF1520  ___________________________________________________________________
 FF1520  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF1520  DYNAMIC HT  -         229.738 (meters)     753.73  (feet)  COMP
 FF1520  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FF1520
 FF1520  VERT ORDER  -  SECOND    CLASS 0
 FF1520
 FF1520.The horizontal coordinates were scaled from a topographic map and have
 FF1520.an estimated accuracy of +/- 6 seconds.
 FF1520
 FF1520.The orthometric height was determined by differential leveling
 FF1520.and adjusted by the National Geodetic Survey in June 1991..
 FF1520
 FF1520.The geoid height was determined by GEOID03.
 FF1520
 FF1520.The dynamic height is computed by dividing the NAVD 88
 FF1520.geopotential number by the normal gravity value computed on the
 FF1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1520.degrees latitude (g = 980.6199 gals.).
 FF1520
 FF1520.The modeled gravity was interpolated from observed gravity values.
 FF1520
 FF1520;                    North         East    Units  Estimated Accuracy
 FF1520;SPC AR N     -   105,640.      404,680.      MT  (+/- 180 meters Scaled)
 FF1520
 FF1520                          SUPERSEDED SURVEY CONTROL
 FF1520
 FF1520  NGVD 29 (??/??/??)  229.900  (m)          754.26   (f) ADJUSTED    2 0
 FF1520
 FF1520.Superseded values are not recommended for survey control.
 FF1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1520.See file dsdata.txt to determine how the superseded data were derived.
 FF1520
 FF1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV956052(NAD 83)
 FF1520_MARKER: DD = SURVEY DISK
 FF1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1520_STAMPING: WDU 1937
 FF1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1520+STABILITY: SURFACE MOTION
 FF1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1520+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF1520
 FF1520  HISTORY     - Date     Condition        Report By
 FF1520  HISTORY     - 1937     MONUMENTED       ARGS
 FF1520  HISTORY     - 1967     MARK NOT FOUND   CGS
 FF1520  HISTORY     - 1988     GOOD             USPSQD
 FF1520  HISTORY     - 20030701 GOOD             USACE
 FF1520
 FF1520                          STATION DESCRIPTION
 FF1520
 FF1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF1520'9.2 MI E FROM ROSE BUD.
 FF1520'THE 1962 DESCRIPTION FOLLOWS.  9.25 MILES EAST ALONG STATE
 FF1520'HIGHWAY 36 FROM THE POST OFFICE AT ROSE BUD, 72 FEET EAST OF
 FF1520'THE CENTERLINE OF THE HIGHWAY, 7.5 FEET NORTHEAST OF A METAL
 FF1520'WITNESS POST, 7.0 FEET NORTHEAST OF A FENCE CORNER, SET IN THE
 FF1520'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FF1520
 FF1520                          STATION RECOVERY (1988)
 FF1520
 FF1520'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FF1520'RECOVERED IN GOOD CONDITION.
 FF1520
 FF1520                          STATION RECOVERY (2003)
 FF1520
 FF1520'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0410 ***********************************************************************
 EJ0410  DESIGNATION -  WDZ
 EJ0410  PID         -  EJ0410
 EJ0410  STATE/COUNTY-  AR/FAULKNER
 EJ0410  USGS QUAD   -  CATO (1987)
 EJ0410
 EJ0410                         *CURRENT SURVEY CONTROL
 EJ0410  ___________________________________________________________________
 EJ0410* NAD 83(1986)-  34 56 23.     (N)    092 21 37.     (W)     SCALED    
 EJ0410* NAVD 88     -        81.510  (meters)     267.42   (feet)  POSTED    
 EJ0410  ___________________________________________________________________
 EJ0410  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EJ0410  DYNAMIC HT  -          81.430 (meters)     267.16  (feet)  COMP
 EJ0410  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 EJ0410
 EJ0410  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EJ0410
 EJ0410.The horizontal coordinates were scaled from a topographic map and have
 EJ0410.an estimated accuracy of +/- 6 seconds.
 EJ0410
 EJ0410.The orthometric height was determined by differential leveling
 EJ0410.and adjusted by the National Geodetic Survey in 1992..
 EJ0410.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EJ0410.rate of 1.1 thru 2.0 mm/km.
 EJ0410
 EJ0410.The geoid height was determined by GEOID03.
 EJ0410
 EJ0410.The dynamic height is computed by dividing the NAVD 88
 EJ0410.geopotential number by the normal gravity value computed on the
 EJ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0410.degrees latitude (g = 980.6199 gals.).
 EJ0410
 EJ0410.The modeled gravity was interpolated from observed gravity values.
 EJ0410
 EJ0410;                    North         East    Units  Estimated Accuracy
 EJ0410;SPC AR N     -    67,330.      367,090.      MT  (+/- 180 meters Scaled)
 EJ0410
 EJ0410                          SUPERSEDED SURVEY CONTROL
 EJ0410
 EJ0410  NGVD 29 (??/??/92)   81.540  (m)          267.52   (f) ADJ UNCH    2 0
 EJ0410
 EJ0410.Superseded values are not recommended for survey control.
 EJ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0410.See file dsdata.txt to determine how the superseded data were derived.
 EJ0410
 EJ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU584665(NAD 83)
 EJ0410_MARKER: DB = BENCH MARK DISK
 EJ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0410_STAMPING: WDZ 1939
 EJ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0410+STABILITY: SURFACE MOTION
 EJ0410
 EJ0410  HISTORY     - Date     Condition        Report By
 EJ0410  HISTORY     - 1939     MONUMENTED       CGS
 EJ0410
 EJ0410                          STATION DESCRIPTION
 EJ0410
 EJ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0410'5.0 MI SE FROM MAYFLOWER.
 EJ0410'5 MILES EAST AND SOUTH ALONG COUNTY ROADS FROM MAYFLOWER, FAULKNER
 EJ0410'COUNTY, 1 1/2 MILES SOUTH OF A ROAD JUNCTION, 11.5 FEET WEST OF THE
 EJ0410'SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 35, T. 4 N., R.
 EJ0410'13 W., AT THE EXTREME SOUTHEAST CORNER OF THE JACK WATKINS FARM, 6
 EJ0410'FEET SOUTHWEST OF A FENCE CORNER, AND 7 FEET NORTH OF A 14-INCH
 EJ0410'POST-OAK TREE PAINTED BM.  A STANDARD DISK, STAMPED WDZ 1939 AND SET
 EJ0410'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0181 ***********************************************************************
 EJ0181  DESIGNATION -  WEB
 EJ0181  PID         -  EJ0181
 EJ0181  STATE/COUNTY-  AR/PULASKI
 EJ0181  USGS QUAD   -  KEO (1987)
 EJ0181
 EJ0181                         *CURRENT SURVEY CONTROL
 EJ0181  ___________________________________________________________________
 EJ0181* NAD 83(1986)-  34 34 37.     (N)    092 07 00.     (W)     SCALED    
 EJ0181* NAVD 88     -        70.283  (meters)     230.59   (feet)  ADJUSTED  
 EJ0181  ___________________________________________________________________
 EJ0181  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EJ0181  DYNAMIC HT  -          70.216 (meters)     230.37  (feet)  COMP
 EJ0181  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 EJ0181
 EJ0181  VERT ORDER  -  SECOND    CLASS 0
 EJ0181
 EJ0181.The horizontal coordinates were scaled from a topographic map and have
 EJ0181.an estimated accuracy of +/- 6 seconds.
 EJ0181
 EJ0181.The orthometric height was determined by differential leveling
 EJ0181.and adjusted by the National Geodetic Survey in June 1991..
 EJ0181
 EJ0181.The geoid height was determined by GEOID03.
 EJ0181
 EJ0181.The dynamic height is computed by dividing the NAVD 88
 EJ0181.geopotential number by the normal gravity value computed on the
 EJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0181.degrees latitude (g = 980.6199 gals.).
 EJ0181
 EJ0181.The modeled gravity was interpolated from observed gravity values.
 EJ0181
 EJ0181;                    North         East    Units  Estimated Accuracy
 EJ0181;SPC AR S     -   611,880.      389,300.      MT  (+/- 180 meters Scaled)
 EJ0181
 EJ0181                          SUPERSEDED SURVEY CONTROL
 EJ0181
 EJ0181  NGVD 29 (??/??/92)   70.319  (m)          230.70   (f) ADJ UNCH    2 0
 EJ0181
 EJ0181.Superseded values are not recommended for survey control.
 EJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0181.See file dsdata.txt to determine how the superseded data were derived.
 EJ0181
 EJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU810264(NAD 83)
 EJ0181_MARKER: DB = BENCH MARK DISK
 EJ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0181_STAMPING: WEB 1938
 EJ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0181+STABILITY: SURFACE MOTION
 EJ0181
 EJ0181  HISTORY     - Date     Condition        Report By
 EJ0181  HISTORY     - 1938     MONUMENTED       CGS
 EJ0181  HISTORY     - 1940     GOOD             NGS
 EJ0181  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0181
 EJ0181                          STATION DESCRIPTION
 EJ0181
 EJ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0181'13.7 MI NW FROM WRIGHT.
 EJ0181'IN PULASKI COUNTY, 13.7 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD
 EJ0181'FROM THE POST OFFICE AT WRIGHT, JEFFERSON COUNTY, 950 FEET NORTH OF
 EJ0181'THE LEVEE, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, MIDWAY BETWEEN
 EJ0181'2 SYCAMORE TREES 9 FEET APART, AND 2 FEET EAST OF A 4 BY 4-INCH WHITE
 EJ0181'POST PROJECTING 18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED WEB
 EJ0181'1938 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 EJ0181'GROUND.
 EJ0181
 EJ0181                          STATION RECOVERY (1989)
 EJ0181
 EJ0181'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2963 ***********************************************************************
 EH2963  DESIGNATION -  WEBER
 EH2963  PID         -  EH2963
 EH2963  STATE/COUNTY-  AR/ARKANSAS
 EH2963  USGS QUAD   -  WEBER (1967)
 EH2963
 EH2963                         *CURRENT SURVEY CONTROL
 EH2963  ___________________________________________________________________
 EH2963* NAD 83(1997)-  34 08 45.68627(N)    091 10 36.24628(W)     ADJUSTED  
 EH2963* NAVD 88     -        50.81   (+/-2cm)     166.7    (feet)  VERTCON   
 EH2963  ___________________________________________________________________
 EH2963  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 EH2963  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH2963
 EH2963  HORZ ORDER  -  SECOND
 EH2963  VERT ORDER  -  THIRD ? (See Below)
 EH2963
 EH2963.The horizontal coordinates were established by classical geodetic methods
 EH2963.and adjusted by the National Geodetic Survey in September 1999..
 EH2963
 EH2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2963.The vertical order pertains to the NGVD 29 superseded value.
 EH2963
 EH2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2963
 EH2963.The geoid height was determined by GEOID03.
 EH2963
 EH2963;                    North         East     Units Scale Factor Converg.
 EH2963;SPC AR S     -   564,384.273   475,919.898   MT  0.99992036   +0 27 38.8
 EH2963;SPC AR S     - 1,851,650.74  1,561,413.87   sFT  0.99992036   +0 27 38.8
 EH2963;UTM  15      - 3,779,848.574   668,096.486   MT  0.99994832   +1 01 25.1
 EH2963
 EH2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2963!SPC AR S     -   0.99999618  x   0.99992036  =   0.99991654
 EH2963!UTM  15      -   0.99999618  x   0.99994832  =   0.99994450
 EH2963
 EH2963|---------------------------------------------------------------------|
 EH2963| PID    Reference Object                     Distance      Geod. Az  |
 EH2963|                                                           dddmmss.s |
 EH2963| CY6728 WEBER RM 1                           25.778 METERS 09642     |
 EH2963| CY6729 WEBER RM 2                           20.950 METERS 18625     |
 EH2963| EH2966 TICHNOR                             APPROX. 8.4 KM 2635947.3 |
 EH2963|---------------------------------------------------------------------|
 EH2963
 EH2963                          SUPERSEDED SURVEY CONTROL
 EH2963
 EH2963  NAD 83(1997)-  34 08 45.69216(N)    091 10 36.24270(W) AD(       ) 2
 EH2963  NAD 83(1986)-  34 08 45.69398(N)    091 10 36.24161(W) AD(       ) 2
 EH2963  NAD 27      -  34 08 45.32592(N)    091 10 35.82763(W) AD(       ) 2
 EH2963  NGVD 29 (07/19/86)   50.87   (m)          166.9    (f) LEVELING    3  
 EH2963
 EH2963.Superseded values are not recommended for survey control.
 EH2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2963.See file dsdata.txt to determine how the superseded data were derived.
 EH2963
 EH2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6809679849(NAD 83)
 EH2963_MARKER: DS = TRIANGULATION STATION DISK
 EH2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2963
 EH2963  HISTORY     - Date     Condition        Report By
 EH2963  HISTORY     - 1964     MONUMENTED       CGS
 EH2963
 EH2963                          STATION DESCRIPTION
 EH2963
 EH2963'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2963'THE STATION IS 11 MILES SOUTH AND 19 MILES WEST OF ELAINE,
 EH2963'17-3/4 MILES NORTH AND 4-1/2 MILES EAST OF WATSON, 10 MILES
 EH2963'SOUTH AND 9-1/2 MILES EAST OF DE WITT, AT THE WEST EDGE OF
 EH2963'THE WHITE RIVER NATIONAL WILDLIFE REFUGE, AND ON PROPERTY OWNED
 EH2963'BY THE REFUGE.
 EH2963'
 EH2963'TO REACH THE STATION FROM THE TICHNOR DRYER AND STORAGE INC.
 EH2963'ELEVATOR IN TICHNOR, GO SOUTH ON STATE ROUTE 44 FOR 0.15
 EH2963'MILE TO A CURVE IN THE HIGHWAY.  TURN LEFT AND GO EAST ON
 EH2963'ROUTE 44 FOR 0.1 MILE TO THE END OF THE BLACK-TOP.  CONTINUE
 EH2963'SOUTH AND EAST ON ROUTE 44 (GRAVEL ROAD) FOR 1.5 MILES TO
 EH2963'A Y-FORK.  BEAR LEFT AND GO NORTH ON ROUTE 44 FOR 1.05 MILES TO
 EH2963'A T-ROAD AND A FARMHOUSE ON THE NORTH SIDE OF THE ROAD.  TURN
 EH2963'RIGHT AND GO EAST ON ROUTE 44 FOR 3.3 MILES TO A CURVE.
 EH2963'BEAR RIGHT AND GO SOUTH ON ROUTE 44 FOR 0.2 MILE TO A Y-FORK.
 EH2963'BEAR LEFT AND GO EAST ON ROUTE 44 FOR 0.3 MILE TO A SIGN
 EH2963'WHITE RIVER NATIONAL WILDLIFE REFUGE AND THE STATION ON THE
 EH2963'LEFT.
 EH2963'
 EH2963'STATION MARKS ARE STANDARD DISKS STAMPED WEBER 1964.  THE
 EH2963'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EH2963'4 INCHES.  IT IS 109 FEET NORTH OF THE CENTER OF ROUTE 44,
 EH2963'68 FEET NORTH OF THE REFUGE SIGN, 22 FEET SOUTHEAST OF A 15 INCH
 EH2963'DIAMETER OAK TREE, 14 FEET EAST OF A NORTH-SOUTH FENCE, AND
 EH2963'6.2 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 EH2963'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 EH2963'SURFACE OF THE GROUND.
 EH2963'
 EH2963'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WEBER NO 1 1964,
 EH2963'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 EH2963'IT IS 93 FEET NORTH OF THE CENTER OF ROUTE 44, 45.5 FEET
 EH2963'SOUTHWEST OF A POWER POLE, AND 2.2 FEET WEST OF A METAL
 EH2963'WITNESS POST.
 EH2963'
 EH2963'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WEBER NO 2 1964,
 EH2963'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 EH2963'IT IS 68 FEET SOUTH OF THE METAL WITNESS POST, 37 FEET NORTH
 EH2963'OF THE CENTER OF ROUTE 44, AND 2 FEET EAST OF THE REFUGE SIGN.
 EH2963'
 EH2963'NO AZIMUTH MARK WAS SET.
 EH2963'
 EH2963'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH2963'
 EH2963'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2213 ***********************************************************************
 EH2213  DESIGNATION -  WECKERLE
 EH2213  PID         -  EH2213
 EH2213  STATE/COUNTY-  AR/PRAIRIE
 EH2213  USGS QUAD   -  HAZEN (1994)
 EH2213
 EH2213                         *CURRENT SURVEY CONTROL
 EH2213  ___________________________________________________________________
 EH2213* NAD 83(1997)-  34 46 47.90399(N)    091 31 59.22527(W)     ADJUSTED  
 EH2213* NAVD 88     -        70.053  (meters)     229.83   (feet)  ADJUSTED  
 EH2213  ___________________________________________________________________
 EH2213  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EH2213  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2213  DYNAMIC HT  -          69.987 (meters)     229.62  (feet)  COMP
 EH2213  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 EH2213
 EH2213  HORZ ORDER  -  FIRST
 EH2213  VERT ORDER  -  FIRST     CLASS II
 EH2213
 EH2213.The horizontal coordinates were established by classical geodetic methods
 EH2213.and adjusted by the National Geodetic Survey in September 1999..
 EH2213
 EH2213.The orthometric height was determined by differential leveling
 EH2213.and adjusted by the National Geodetic Survey in June 1991..
 EH2213.WARNING-Repeat measurements at this control monument indicate possible
 EH2213.vertical movement.
 EH2213
 EH2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2213
 EH2213.The geoid height was determined by GEOID03.
 EH2213
 EH2213.The dynamic height is computed by dividing the NAVD 88
 EH2213.geopotential number by the normal gravity value computed on the
 EH2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2213.degrees latitude (g = 980.6199 gals.).
 EH2213
 EH2213.The modeled gravity was interpolated from observed gravity values.
 EH2213
 EH2213;                    North         East     Units Scale Factor Converg.
 EH2213;SPC AR S     -   634,497.532   442,734.544   MT  1.00000299   +0 15 40.7
 EH2213;SPC AR S     - 2,081,680.65  1,452,538.25   sFT  1.00000299   +0 15 40.7
 EH2213;UTM  15      - 3,849,623.573   634,217.879   MT  0.99982203   +0 50 12.7
 EH2213
 EH2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2213!SPC AR S     -   0.99999322  x   1.00000299  =   0.99999621
 EH2213!UTM  15      -   0.99999322  x   0.99982203  =   0.99981525
 EH2213
 EH2213|---------------------------------------------------------------------|
 EH2213| PID    Reference Object                     Distance      Geod. Az  |
 EH2213|                                                           dddmmss.s |
 EH2213| EH2214 WECKERLE RM 1                        30.407 METERS 03944     |
 EH2213| EH2933 DEVALLS BLUFF MUNICIPAL TANK        APPROX. 6.4 KM 0870248.3 |
 EH2213| CY6730 WECKERLE RM 2                        35.128 METERS 10124     |
 EH2213| EH3047 WECKERLE RM 3                        16.155 METERS 17708     |
 EH2213|---------------------------------------------------------------------|
 EH2213
 EH2213                          SUPERSEDED SURVEY CONTROL
 EH2213
 EH2213  NAD 83(1986)-  34 46 47.90884(N)    091 31 59.22107(W) AD(       ) 1
 EH2213  NAD 27      -  34 46 47.57264(N)    091 31 58.74699(W) AD(       ) 1
 EH2213  NGVD 29 (??/??/??)   70.057  (m)          229.85   (f) ADJUSTED    1 2
 EH2213
 EH2213.Superseded values are not recommended for survey control.
 EH2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2213.See file dsdata.txt to determine how the superseded data were derived.
 EH2213
 EH2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3421849624(NAD 83)
 EH2213_MARKER: DS = TRIANGULATION STATION DISK
 EH2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2213_STAMPING: WECKERLE 1916 1920 BM
 EH2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2213+STABILITY: SURFACE MOTION
 EH2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2213+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2213
 EH2213  HISTORY     - Date     Condition        Report By
 EH2213  HISTORY     - 1916     MONUMENTED       CGS
 EH2213  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EH2213  HISTORY     - 1935     GOOD             CGS
 EH2213  HISTORY     - 1951     GOOD             CGS
 EH2213  HISTORY     - 1954     GOOD             CGS
 EH2213  HISTORY     - 1965     GOOD             CGS
 EH2213  HISTORY     - 1967     GOOD             CGS
 EH2213  HISTORY     - 20030610 GOOD             USACE
 EH2213
 EH2213                          STATION DESCRIPTION
 EH2213
 EH2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH2213'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH2213'RAILWAY, AT FIRST CURVE 2.5 MILES W OF MESA RAILWAY STATION,
 EH2213'47 METERS (154 FEET) W OF CENTER LINE OF PUBLIC ROAD WHICH
 EH2213'CROSSES TRACKS AT CURVE, 7.17 METERS (23.5 FEET) S OF S
 EH2213'RAIL OF MAIN TRACK, ON PROLONGATION OF EASTWARD TANGENT
 EH2213'TO CURVE OF S RAIL, 6.97 METERS (22.9 FEET) S OF PROLONGATION
 EH2213'OF WESTWARD TANGENT TO CURVE OF SAME RAIL, AND 33.60 METERS
 EH2213'(110.2 FEET) FROM SW CORNER OF CONCRETE ABUTMENT OF CATTLE
 EH2213'GUARD ON W SIDE OF PUBLIC ROAD.
 EH2213'
 EH2213'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 EH2213'SET IN CONCRETE.
 EH2213'
 EH2213'A STANDARD REFERENCE DISK SET IN CONCRETE, IS
 EH2213'0.5 METER (1.6 FEET) N OF S RIGHT-OF-WAY FENCE 0.5 METER
 EH2213'(1.6 FEET) W OF W FENCE LINE OF PUBLIC ROAD, AND 35.150
 EH2213'METERS (115.32 FEET) FROM STATION, S 78 DEG 23 MIN E.
 EH2213'
 EH2213'STATION AND REFERENCE MARKS ARE STAMPED WECKERLE 1916 B.M.
 EH2213'1920.  ELEVATION OF STATION IS 70.050 METERS (229.822 FEET).
 EH2213
 EH2213                          STATION RECOVERY (1933)
 EH2213
 EH2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 EH2213'IN 1933 REFERENCE MARK WAS REPORTED DESTROYED.
 EH2213
 EH2213                          STATION RECOVERY (1935)
 EH2213
 EH2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH2213'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EH2213'
 EH2213'REFERENCE MARK NO.2 (1916) RECOVERED AS DESCRIBED IN GOOD
 EH2213'CONDITION, 0.5 METER (1.6 FEET) N OF S RIGHT-OF-WAY FENCE
 EH2213'0.5 METER (1.6 FEET) W OF W FENCE LINE OF PUBLIC ROAD 35.14
 EH2213'METERS (115.30 FEET) FROM STATION, S 78 DEG 34 MIN 56 SEC E.
 EH2213'AND FROM REFERENCE MARK NO.1 IS 33.880 METERS
 EH2213'(111.14 FEET), S 26 DEG 19 MIN 30 SEC E.
 EH2213'
 EH2213'REFERENCE MARK NO.1 (1935) IS A STANDARD BRONZE DISK SET
 EH2213'IN A 14- BY 14- BY 30-INCH CONCRETE PIER ON N RIGHT-OF-WAY
 EH2213'FENCE 55 FEET W OF JUNCTION OF N-S AND E-W FENCES, 36.98
 EH2213'FEET NW OF 23RD TELEGRAPH POLE W OF MILEPOST 90, 30.435
 EH2213'METERS (99.83 FEET) FROM STATION, N 39 DEG 43 MIN 28 SEC E.
 EH2213
 EH2213                          STATION RECOVERY (1951)
 EH2213
 EH2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 EH2213'STATION WAS RECOVERED.  THE STATION MARK AND BOTH REFERENCE
 EH2213'MARKS WERE FOUND AS PREVIOUSLY DESCRIBED AND ARE IN GOOD
 EH2213'CONDITION.
 EH2213'
 EH2213'THIS IS A TRAVERSE STATION.
 EH2213
 EH2213                          STATION RECOVERY (1954)
 EH2213
 EH2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH2213'2.85 MI. E ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2213'FROM THE STATION AT HAZEN, AT A ROAD CROSSING, 201 FT. W
 EH2213'OF THE CENTERLINE OF A DIRT ROAD LEADING N, 34 FT. NE OF
 EH2213'A TELEPHONE POLE, 20 FT. N OF A ROW OF TELEPHONE POLES,
 EH2213'AND 1.7 FT. W OF A WITNESS POST.  A TRIANGULATION-STATION
 EH2213'DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EH2213'THE GROUND, AND STAMPED WECKERLE 1916 BM 1920.
 EH2213'
 EH2213'REFERENCE MARK 1 IS 99.7 FT. NE OF THE STATION, 97 FT. W
 EH2213'OF THE CENTERLINE OF A DIRT ROAD LEADING N, 75 FT. W OF
 EH2213'A FENCE CORNER, 45 FT. N OF THE N RAIL, 37 FT. NW OF A TELEPHONE
 EH2213'POLE, AND 1.8 FT. S OF A FENCE.  A REFERENCE-MARK DISK,
 EH2213'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EH2213'GROUND, AND STAMPED WECKERLE RM 1 1916 1920.
 EH2213'
 EH2213'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT
 EH2213'IS BELIEVED TO HAVE BEEN DESTROYED.
 EH2213
 EH2213                          STATION RECOVERY (1965)
 EH2213
 EH2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2213'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EH2213'CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND
 EH2213'TO BE .07 FEET SHORTER THAN PREVIOUSLY MEASURED.  THE DISTANCE
 EH2213'TO REFERENCE MARK NO. 2 WAS FOUND TO BE .07 FEET SHORTER
 EH2213'THAN PREVIOUSLY MEASURED.  THE STATION MARK WAS FOUND TO
 EH2213'BE TOO CLOSE TO A RAILROAD TRACK TO ERECT A STEEL TOWER
 EH2213'OVER.  A REFERENCE MARK NO. 3 WAS ESTABLISHED AND OCCUPIED
 EH2213'AT THIS TIME, AND OCCUPIED AS A STATION.
 EH2213'
 EH2213'FOR FURTHER INFORMATION ON THIS STATION, SEE THE DESCRIPTIONS
 EH2213'OF STATION WECKERLE 1916 1920 RM 3.
 EH2213'
 EH2213'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EH2213
 EH2213                          STATION RECOVERY (1967)
 EH2213
 EH2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EH2213'2.8 MI E FROM HAZEN.
 EH2213'IT IS 2.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2213'RAILROAD FROM THE STATION IN HAZEN, AT A ROAD CROSSING, 158 FEET WEST
 EH2213'OF THE CENTER OF A GRAVELED ROAD, 146 FEET NORTH OF THE CENTER OF U.S.
 EH2213'HIGHWAY 70, 99 FEET WEST-NORTHWEST OF TELEPHONE POLE NUMBER 3775, 34
 EH2213'FEET NORTHEAST OF A TELEPHONE POLE AND 26 FEET SOUTH OF THE SOUTH
 EH2213'RAIL.  IT IS SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1
 EH2213'INCH.
 EH2213
 EH2213                          STATION RECOVERY (2003)
 EH2213
 EH2213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2214 ***********************************************************************
 EH2214  DESIGNATION -  WECKERLE RM 1
 EH2214  PID         -  EH2214
 EH2214  STATE/COUNTY-  AR/PRAIRIE
 EH2214  USGS QUAD   -  HAZEN (1994)
 EH2214
 EH2214                         *CURRENT SURVEY CONTROL
 EH2214  ___________________________________________________________________
 EH2214* NAD 83(1986)-  34 46 48.     (N)    091 31 59.     (W)     SCALED    
 EH2214* NAVD 88     -        70.026  (meters)     229.74   (feet)  ADJUSTED  
 EH2214  ___________________________________________________________________
 EH2214  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2214  DYNAMIC HT  -          69.960 (meters)     229.53  (feet)  COMP
 EH2214  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 EH2214
 EH2214  VERT ORDER  -  FIRST     CLASS II
 EH2214
 EH2214.The horizontal coordinates were scaled from a topographic map and have
 EH2214.an estimated accuracy of +/- 6 seconds.
 EH2214
 EH2214.The orthometric height was determined by differential leveling
 EH2214.and adjusted by the National Geodetic Survey in June 1991..
 EH2214
 EH2214.The geoid height was determined by GEOID03.
 EH2214
 EH2214.The dynamic height is computed by dividing the NAVD 88
 EH2214.geopotential number by the normal gravity value computed on the
 EH2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2214.degrees latitude (g = 980.6199 gals.).
 EH2214
 EH2214.The modeled gravity was interpolated from observed gravity values.
 EH2214
 EH2214;                    North         East    Units  Estimated Accuracy
 EH2214;SPC AR S     -   634,500.      442,740.      MT  (+/- 180 meters Scaled)
 EH2214
 EH2214                          SUPERSEDED SURVEY CONTROL
 EH2214
 EH2214  NGVD 29 (??/??/??)   70.030  (m)          229.76   (f) ADJUSTED    1 2
 EH2214
 EH2214.Superseded values are not recommended for survey control.
 EH2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2214.See file dsdata.txt to determine how the superseded data were derived.
 EH2214
 EH2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU342496(NAD 83)
 EH2214_MARKER: DR = REFERENCE MARK DISK
 EH2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2214_STAMPING: WECKERLE RM 1 1916 1920
 EH2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2214+STABILITY: SURFACE MOTION
 EH2214
 EH2214  HISTORY     - Date     Condition        Report By
 EH2214  HISTORY     - 1935     MONUMENTED       CGS
 EH2214  HISTORY     - 1967     GOOD             CGS
 EH2214
 EH2214                          STATION DESCRIPTION
 EH2214
 EH2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2214'2.8 MI E FROM HAZEN.
 EH2214'IT IS 2.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2214'RAILROAD FROM THE STATION IN HAZEN, AT A ROAD CROSSING, 96 FEET WEST
 EH2214'OF THE CENTER OF A GRAVELED ROAD, 44 FEET NORTH OF THE NORTH RAIL,
 EH2214'37.5 FEET WEST-NORTHWEST OF A TELEPHONE LINE POLE, 2 FEET SOUTH OF A
 EH2214'FENCE AND SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3047 ***********************************************************************
 EH3047  DESIGNATION -  WECKERLE RM 3
 EH3047  PID         -  EH3047
 EH3047  STATE/COUNTY-  AR/PRAIRIE
 EH3047  USGS QUAD   -  HAZEN (1994)
 EH3047
 EH3047                         *CURRENT SURVEY CONTROL
 EH3047  ___________________________________________________________________
 EH3047* NAD 83(1997)-  34 46 47.38039(N)    091 31 59.19341(W)     ADJUSTED  
 EH3047* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 EH3047  ___________________________________________________________________
 EH3047  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EH3047  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH3047
 EH3047  HORZ ORDER  -  FIRST
 EH3047
 EH3047.The horizontal coordinates were established by classical geodetic methods
 EH3047.and adjusted by the National Geodetic Survey in September 1999..
 EH3047
 EH3047.The orthometric height was scaled from a topographic map.
 EH3047
 EH3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3047
 EH3047.The geoid height was determined by GEOID03.
 EH3047
 EH3047;                    North         East     Units Scale Factor Converg.
 EH3047;SPC AR S     -   634,481.401   442,735.428   MT  1.00000296   +0 15 40.7
 EH3047;SPC AR S     - 2,081,627.73  1,452,541.15   sFT  1.00000296   +0 15 40.7
 EH3047;UTM  15      - 3,849,607.454   634,218.925   MT  0.99982204   +0 50 12.8
 EH3047
 EH3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3047!SPC AR S     -   0.99999323  x   1.00000296  =   0.99999619
 EH3047!UTM  15      -   0.99999323  x   0.99982204  =   0.99981527
 EH3047
 EH3047:                Primary Azimuth Mark                     Grid Az
 EH3047:SPC AR S     -  LOT 5 MI NW OF DEVALLS BLUFF             014 03 44.9
 EH3047:UTM  15      -  LOT 5 MI NW OF DEVALLS BLUFF             013 29 12.8
 EH3047
 EH3047|---------------------------------------------------------------------|
 EH3047| PID    Reference Object                     Distance      Geod. Az  |
 EH3047|                                                           dddmmss.s |
 EH3047| EH3048 LOT 5 MI NW OF DEVALLS BLUFF        APPROX. 7.6 KM 0141925.6 |
 EH3047| EH2214 WECKERLE RM 1                        43.696 METERS 02514     |
 EH3047| EH2935 BISCOE RADIO STA KLK 79 TOWER       APPROX.12.0 KM 0665000.0 |
 EH3047| EH2931 BISCOE RAD STATION KLK 79 MAST      APPROX.12.0 KM 0671020.5 |
 EH3047| EH2932 BISCOE MUNICIPAL TANK               APPROX.12.5 KM 0683500.2 |
 EH3047| CY6730 WECKERLE RM 2                        34.863 METERS 07443     |
 EH3047| EH2933 DEVALLS BLUFF MUNICIPAL TANK        APPROX. 6.4 KM 0865408.0 |
 EH3047| EH3051 HAZEN MUNICIPAL TANK                APPROX. 4.3 KM 2724541.4 |
 EH3047| EH2213 WECKERLE                             16.155 METERS 35708     |
 EH3047|---------------------------------------------------------------------|
 EH3047
 EH3047                          SUPERSEDED SURVEY CONTROL
 EH3047
 EH3047  NAD 83(1986)-  34 46 47.38477(N)    091 31 59.18918(W) AD(       ) 1
 EH3047  NAD 27      -  34 46 47.04904(N)    091 31 58.71516(W) AD(       ) 1
 EH3047
 EH3047.Superseded values are not recommended for survey control.
 EH3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3047.See file dsdata.txt to determine how the superseded data were derived.
 EH3047
 EH3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3421949607(NAD 83)
 EH3047_MARKER: DR = REFERENCE MARK DISK
 EH3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH3047
 EH3047  HISTORY     - Date     Condition        Report By
 EH3047  HISTORY     - 1965     MONUMENTED       CGS
 EH3047  HISTORY     - 1967     GOOD             CGS
 EH3047
 EH3047                          STATION DESCRIPTION
 EH3047
 EH3047'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3047'STATION IS ABOUT 4 MILES WEST OF DEVALLS BLUFF, ABOUT 3
 EH3047'MILES EAST OF HAZEN, ALONG THE SOUTH SIDE OF THE CHICAGO,
 EH3047'ROCK ISLAND AND PACIFIC RAILROAD, AND THE NORTH SIDE OF
 EH3047'U.S. HIGHWAY 70.  THE STATION IS ON THE PROPERTY OF MR.
 EH3047'JACK FRICKERS.
 EH3047'
 EH3047'TO REACH THE STATION FROM THE POST OFFICE IN DEVALLS BLUFF,
 EH3047'GO SOUTH AND WEST ON HIGHWAY 70 FOR 0.4 MILE TO A SIDE ROAD
 EH3047'LEFT (STATE HIGHWAY 33).  CONTINUE WEST ON U.S. HIGHWAY
 EH3047'70 FOR 2.0 MILES TO A RAILROAD CROSSING.  CONTINUE WEST
 EH3047'ON HIGHWAY 70 FOR 1.1 MILES TO A CONCRETE CULVERT AND A
 EH3047'RAILROAD CONCRETE CULVERT ON THE RIGHT AND BENCH MARK P 109
 EH3047'IN THE SOUTH HEADWALL OF THE RAILROAD CULVERT.  CONTINUE
 EH3047'WEST ON HIGHWAY 70 FOR 1.1 MILES TO A CROSSROAD AND THE
 EH3047'STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 EH3047'
 EH3047'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 EH3047'WECKERLE NO 3 1916 1920.  THE SURFACE DISK IS SET IN A ROUND
 EH3047'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 EH3047'GROUND.  IT IS 98.5 FEET SOUTHWEST OF TELEPHONE POLE NUMBER
 EH3047'3775, 155 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 93
 EH3047'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 70, 79.3 FEET
 EH3047'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 45 FEET
 EH3047'SOUTHEAST OF A TELEPHONE POLE, AND 5.5 FEET NORTHEAST OF A
 EH3047'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 EH3047'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE
 EH3047'OF THE GROUND.
 EH3047'
 EH3047'WECKERLE 1916 1920 IS A STANDARD STATION MARK DISK STAMPED
 EH3047'WECKERLE 1916 1920 BM.  THE SURFACE DISK IS SET IN A SQUARE
 EH3047'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 158 FEET
 EH3047'WEST OF THE CENTER OF THE GRAVELED ROAD, 146 FEET NORTH
 EH3047'OF THE CENTERLINE OF U.S. HIGHWAY 70, 99 FEET WEST-NORTHWEST
 EH3047'OF TELEPHONE POLE NUMBER 3775, 34 FEET NORTHEAST OF A TELEPHONE
 EH3047'POLE, AND 26 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 EH3047'TRACK.  THE UNDERGROUND DISK WAS NOT INSPECTED AT THIS TIME.
 EH3047'
 EH3047'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WECKERLE R.M.
 EH3047'NO 1 1916 1920, IS SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH3047'PROJECTS 1 INCH.  IT IS 96 FEET WEST OF THE CENTER OF THE
 EH3047'GRAVELED ROAD, 37.5 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 EH3047'44 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, AND
 EH3047'2 FEET SOUTH OF A WIRE FENCE.
 EH3047'
 EH3047'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED R.M. NO 2
 EH3047'1916 BM 1920, IS SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH3047'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 115
 EH3047'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 70, 51 FEET
 EH3047'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 45 FEET WEST
 EH3047'OF THE CENTER OF THE GRAVELED ROAD, AND 16 FEET EAST OF
 EH3047'TELEPHONE POLE NUMBER 3775.
 EH3047'
 EH3047'BENCH MARK P 109, IS A STANDARD U.S. COAST AND GEODETIC
 EH3047'SURVEY BENCH MARK DISK STAMPED P 109 1954, CEMENTED IN A
 EH3047'DRILLED HOLE IN THE WEST END OF THE SOUTH HEADWALL OF A
 EH3047'RAILROAD CONCRETE CULVERT.  IT IS 138 FEET NORTH OF THE
 EH3047'CENTERLINE OF U.S. HIGHWAY 70, 44 FEET NORTHEAST OF TELEPHONE
 EH3047'POLE NUMBER 3730, AND 9.2 FEET SOUTH OF THE SOUTH RAIL OF
 EH3047'THE RAILROAD TRACK.
 EH3047'
 EH3047'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH3047
 EH3047                          STATION RECOVERY (1967)
 EH3047
 EH3047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH3047'STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0930 ***********************************************************************
 FH0930  DESIGNATION -  WEEDY ROUGH LOOKOUT TOWER
 FH0930  PID         -  FH0930
 FH0930  STATE/COUNTY-  AR/WASHINGTON
 FH0930  USGS QUAD   -  BRENTWOOD (1983)
 FH0930
 FH0930                         *CURRENT SURVEY CONTROL
 FH0930  ___________________________________________________________________
 FH0930* NAD 83(1997)-  35 48 04.94660(N)    094 04 29.46102(W)     ADJUSTED  
 FH0930* NAVD 88     -       643.8    (meters)    2112.     (feet)  VERTCON   
 FH0930  ___________________________________________________________________
 FH0930  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FH0930  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FH0930
 FH0930  HORZ ORDER  -  THIRD
 FH0930
 FH0930.The horizontal coordinates were established by classical geodetic methods
 FH0930.and adjusted by the National Geodetic Survey in September 1999..
 FH0930
 FH0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0930
 FH0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0930
 FH0930.The geoid height was determined by GEOID03.
 FH0930
 FH0930;                    North         East     Units Scale Factor Converg.
 FH0930;SPC AR N     -   164,843.486   212,480.409   MT  0.99994309   -1 12 26.5
 FH0930;SPC AR N     -   540,824.00    697,112.81   sFT  0.99994309   -1 12 26.5
 FH0930;UTM  15      - 3,962,451.219   402,882.146   MT  0.99971622   -0 37 43.7
 FH0930
 FH0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0930!SPC AR N     -   0.99990338  x   0.99994309  =   0.99984647
 FH0930!UTM  15      -   0.99990338  x   0.99971622  =   0.99961962
 FH0930
 FH0930|---------------------------------------------------------------------|
 FH0930| PID    Reference Object                     Distance      Geod. Az  |
 FH0930|                                                           dddmmss.s |
 FH0930| FH0932 WEEDY ROUGH LOT RM 1                 33.090 METERS 26415     |
 FH0930| CI3584 WEEDY ROUGH LOT RM 2                 30.229 METERS 30500     |
 FH0930|---------------------------------------------------------------------|
 FH0930
 FH0930                          SUPERSEDED SURVEY CONTROL
 FH0930
 FH0930  NAD 83(1997)-  35 48 04.95729(N)    094 04 29.46054(W) AD(       ) 4
 FH0930  NAD 83(1986)-  35 48 04.95542(N)    094 04 29.45697(W) AD(       ) 4
 FH0930  NAD 27      -  35 48 04.66200(N)    094 04 28.74400(W) AD(       ) 3
 FH0930  NGVD 29 (07/19/86)  643.6    (m)         2112.     (f) VERT ANG       
 FH0930
 FH0930.Superseded values are not recommended for survey control.
 FH0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0930.See file dsdata.txt to determine how the superseded data were derived.
 FH0930
 FH0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0288262451(NAD 83)
 FH0930_MARKER: DS = TRIANGULATION STATION DISK
 FH0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FH0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0930+STABILITY: SURFACE MOTION
 FH0930
 FH0930  HISTORY     - Date     Condition        Report By
 FH0930  HISTORY     - 1935     MONUMENTED       CGS
 FH0930  HISTORY     - 1960     GOOD             CGS
 FH0930  HISTORY     - 1971     GOOD             NGS
 FH0930  HISTORY     - 1990     GOOD             USPSQD
 FH0930
 FH0930                          STATION DESCRIPTION
 FH0930
 FH0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0930'THIS INTERSECTION STATION IS ABOUT 4 MILES WNW OF WINSLOW,
 FH0930'IN THE NE 1/4 SEC, 16, R 29 W, T 13 N.  IT IS NEAR THE NW
 FH0930'CORNER OF THE WESTERN DIVISION OF THE OZARK NATIONAL FOREST
 FH0930'AND IS AT THE CENTER OF WEEDY ROUGH FIRE LOOKOUT TOWER,
 FH0930'ABOUT 30 FEET NW OF THE DWELLING.  THE TOWER IS 100 FEET
 FH0930'HIGH.  IT IS AT THE PEAK OF WEEDY ROUGH MOUNTAIN.  THE MARK
 FH0930'PROJECTS 3 INCHES.
 FH0930'
 FH0930'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 FH0930'DISKS SET IN CONCRETE.
 FH0930'
 FH0930'THE AZIMUTH MARK IS ABOUT 1.2 MILES W, IN A TRIANGLE FORMED
 FH0930'BY A ROAD FROM THE S JOINING AN E-W ROAD WITH A Y.  IT IS
 FH0930'10 FEET SW OF A 24-INCH OAK THAT FORKS ABOUT 3 FEET FROM
 FH0930'GROUND.  IT IS ABOUT 175 FEET S OF A TWO-STORY WHITE HOUSE,
 FH0930'35 FEET W OF FENCE AND W LINE OF HOUSE, AND 50 FEET S OF
 FH0930'W END OF STONE FENCE IN FRONT (S SIDE) OF HOUSE.  MARK PROJECTS
 FH0930'3 INCHES.
 FH0930'
 FH0930'TO REACH FROM SINCLAIR SERVICE STATION AT S END OF WINSLOW
 FH0930'CITY ROUTE 71 AND U.S. HIGHWAY 71, GO N ON U.S. HIGHWAY
 FH0930'71, 1.05 MILES TO CANNING FACTORY AND SIDE ROAD ON RIGHT.
 FH0930'GO RIGHT 1.5 MILES, AND TURN RIGHT 1.0 MILE TO AZIMUTH MARK,
 FH0930'WHICH IS IN FORK OF ROADS.  TAKE RIGHT FORK 0.1 MILE, AND
 FH0930'THEN LEFT FORK 0.95 MILE TO RATHER DIM ROAD BRANCHING OFF
 FH0930'TO LEFT BY SMALL SIGN SAYING WEEDY ROUGH WITH ARROW POINTING
 FH0930'LEFT.  TAKE THIS ROAD 0.4 MILE TO OLD CAR CHASIS IN CENTER
 FH0930'OF FORK.  TAKE LEFT FORK UP DIM STEEP ROAD 0.2 MILE TO
 FH0930'STATION.
 FH0930
 FH0930                          STATION RECOVERY (1960)
 FH0930
 FH0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH0930'STATION AND AZIMUTH RECOVERED AND FOUND IN GOOD CONDITION.
 FH0930'NO REFERENCE MARKS WERE SET AT THIS STATION.  THE STATION
 FH0930'IS ABOUT 4 MILES EAST-NORTHEAST OF WINSLOW INSTEAD OF
 FH0930'WEST-NORTHWEST AS ORIGINALLY DESCRIBED.
 FH0930'
 FH0930'THE AZIMUTH MARK RECOVERED IN ROAD FORKS AS DESCRIBED.  THE
 FH0930'TREE, THAT WAS 10 FEET NORTHEAST OF THE MARK, HAS BEEN CUT
 FH0930'DOWN BUT THE STUMP REMAINS.  THE MARK IS ABOUT FLUSH WITH
 FH0930'THE GROUND.
 FH0930'
 FH0930'TO REACH THE STATION FROM WINSLOW, FROM THE JUNCTION OF
 FH0930'U.S. HIGHWAY 71 AND STATE HIGHWAY 74 AT THE NORTH EDGE OF
 FH0930'TOWN, GO NORTH ON U.S. 71 FOR 0.35 MILE TO A SIDE ROAD RIGHT
 FH0930'(SUNSET ROAD), TURN RIGHT AND GO 1.5 MILES, TURN RIGHT AND
 FH0930'GO 1.0 MILE TO FORKS AND AZIMUTH MARK IN FORKS, TURN RIGHT
 FH0930'FOR 0.1 MILE THEN TAKE LEFT FORK FOR 0.95 MILE TO FORKS
 FH0930'AT AN OLD CHURCH, TURN LEFT FOR 0.6 MILE TO LOOKOUT TOWER
 FH0930'AND STATION UNDER CENTER OF TOWER.
 FH0930
 FH0930                          STATION RECOVERY (1971)
 FH0930
 FH0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0930'THE STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 FH0930'CONDITION.  THE STATION MARK IS LOCATED UNDER THE CENTER OF THE
 FH0930'LOOKOUT TOWER.  REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AND
 FH0930'REFERENCE MARK 1 WAS OCCUPIED DUE TO THE STATION MARK BEING UNDER THE
 FH0930'LOOKOUT TOWER.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND
 FH0930'DUE TO TREES AND BRUSH.  DUE TO VARIOUS CHANGES A COMPLETE NEW
 FH0930'DESCRIPTION FOLLOWS.
 FH0930'
 FH0930'THE STATION IS LOCATED ABOUT 12 MILES NORTH AND 5 MILES EAST OF
 FH0930'MOUNTAINBURG, 3-1/2 MILES EAST OF WINSLOW, AT THE WEEDY ROUGH
 FH0930'LOOKOUT TOWER SITE, IN THE NORTHEAST 1/4 OF SECTION 16, R 29 W., T
 FH0930'13N, AND ON PROPERTY OF THE OZARK NATIONAL FOREST.
 FH0930'
 FH0930'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 FH0930'HIGHWAY 74 IN THE NORTH EDGE OF WINSLOW, GO NORTHERLY ON U. S.
 FH0930'HIGHWAY 71 FOR 0.4 MILE TO A GRAVELED ROAD ON RIGHT, SUNSET ROAD.
 FH0930'TURN RIGHT AND GO EASTERLY ON SUNSET ROAD FOR 1.45 MILES TO A FORK
 FH0930'AND SIGN WEEDY ROUGH LOOKOUT TOWER.  KEEP RIGHT AND GO
 FH0930'SOUTHEAST ON GRAVELED ROAD FOR 1.0 MILE TO A FORK AND THE AZIMUTH
 FH0930'MARK ON LEFT IN THE SMALL TRIANGLE FORMED BY THE ROAD FORK.
 FH0930'KEEP RIGHT AND GO SOUTHERLY FOR 0.1 MILE TO A T ROAD NUMBERED 1702,
 FH0930'AND SIGN WEEDY ROUGH LOOKOUT TOWER.  TURN LEFT AND GO EASTERLY ON
 FH0930'ROAD 1702 FOR 0.9 MILE TO A FORK AND SIGN WEEDY ROUGH LOOKOUT TOWER.
 FH0930'KEEP LEFT AND GO 0.45 MILE TO A 3-WAY FORK.  TAKE THE MIDDLE FORK
 FH0930'AND GO EASTERLY UPHILL FOR 0.25 MILE TO THE LOOKOUT TOWER AND
 FH0930'STATION.
 FH0930'
 FH0930'STATION MARK, A STANDARD DISK STAMPED WEEDY ROUGH LOOKOUT TOWER
 FH0930'1935, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 FH0930'PROJECTS 4-INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED
 FH0930'UNDER THE CENTER OF THE LOOKOUT TOWER.
 FH0930'
 FH0930'REFERENCE MARK 1, A STANDARD DISK STAMPED WEEDY ROUGH LOOKOUT TOWER
 FH0930'1935 NO 1 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FH0930'MONUMENT THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 FH0930'99.5 FEET WEST-SOUTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT
 FH0930'TOWER, 97 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 43
 FH0930'FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 4.4 FEET NORTH
 FH0930'OF A METAL WITNESS POST.  NOTICE--THE UNDERGROUND MARK IS
 FH0930'22-INCHES BELOW GROUND SURFACE.  IT IS A STANDARD REFERENCE DISK
 FH0930'STAMPED WEEDY ROUGH LOOKOUT TOWER 1935 NO 1 1971.
 FH0930'
 FH0930'REFERENCE MARK 2, A STANDARD DISK STAMPED WEEDY ROUGH LOOKOUT TOWER
 FH0930'1935 NO 2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FH0930'MONUMENT THAT PROJECTS 4-INCHES ABOVE THE SURFACE OF THE GROUND.
 FH0930'IT IS 84.5 FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT
 FH0930'TOWER, 18.5 FEET NORTH OF THE TRACK ROAD, 4.4 FEET NORTH OF A
 FH0930'METAL WITNESS POST AND THE MARK IS ABOUT 5 FEET LOWER IN ELEVATION
 FH0930'THAN THE STATION.
 FH0930'
 FH0930'AZIMUTH MARK, A REFERENCE DISK STAMPED WEEDY ROUGH LOOKOUT TOWER 1935
 FH0930'AZIMUTH, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 FH0930'THAT PROJECTS 1-INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 131
 FH0930'FEET SOUTH OF A HOUSE, 58 FEET EAST OF THE CENTER OF WHERE THE
 FH0930'ROADS FORK, 35 FEET NORTH OF THE BLADED ROAD, 21 FEET
 FH0930'SOUTHEAST OF THE CENTER OF A BLADED ROAD AND 1.7 FEET NORTH OF
 FH0930'A METAL WITNESS POST.
 FH0930'
 FH0930'NOTE--THIS STATION WAS ESTABLISHED IN 1935 AS A MARKED INTERSECTION
 FH0930'STATION.
 FH0930'
 FH0930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES EAST OF
 FH0930'WINSLOW.
 FH0930'
 FH0930'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 FH0930
 FH0930                          STATION RECOVERY (1990)
 FH0930
 FH0930'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 FH0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0932 ***********************************************************************
 FH0932  DESIGNATION -  WEEDY ROUGH LOT RM 1
 FH0932  PID         -  FH0932
 FH0932  STATE/COUNTY-  AR/WASHINGTON
 FH0932  USGS QUAD   -  BRENTWOOD (1983)
 FH0932
 FH0932                         *CURRENT SURVEY CONTROL
 FH0932  ___________________________________________________________________
 FH0932* NAD 83(1997)-  35 48 04.83898(N)    094 04 30.77228(W)     ADJUSTED  
 FH0932* NAVD 88     -       642.5    (meters)    2108.     (feet)  VERTCON   
 FH0932  ___________________________________________________________________
 FH0932  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 FH0932  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FH0932
 FH0932  HORZ ORDER  -  FIRST
 FH0932
 FH0932.The horizontal coordinates were established by classical geodetic methods
 FH0932.and adjusted by the National Geodetic Survey in September 1999..
 FH0932
 FH0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0932
 FH0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0932
 FH0932.The geoid height was determined by GEOID03.
 FH0932
 FH0932;                    North         East     Units Scale Factor Converg.
 FH0932;SPC AR N     -   164,840.864   212,447.425   MT  0.99994309   -1 12 27.2
 FH0932;SPC AR N     -   540,815.40    697,004.59   sFT  0.99994309   -1 12 27.2
 FH0932;UTM  15      - 3,962,448.265   402,849.198   MT  0.99971630   -0 37 44.5
 FH0932
 FH0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0932!SPC AR N     -   0.99990358  x   0.99994309  =   0.99984668
 FH0932!UTM  15      -   0.99990358  x   0.99971630  =   0.99961991
 FH0932
 FH0932|---------------------------------------------------------------------|
 FH0932| PID    Reference Object                     Distance      Geod. Az  |
 FH0932|                                                           dddmmss.s |
 FH0932| CI3584 WEEDY ROUGH LOT RM 2                 22.209 METERS 02134     |
 FH0932| FH0930 WEEDY ROUGH LOOKOUT TOWER            33.090 METERS 08415     |
 FH0932| FH0933 MT GAYLER OBSERVATION TOWER         APPROX. 6.6 KM 2123719.6 |
 FH0932| CI3583 WEEDY ROUGH LOT AZ MK                              2872408.8 |
 FH0932|---------------------------------------------------------------------|
 FH0932
 FH0932                          SUPERSEDED SURVEY CONTROL
 FH0932
 FH0932  NAD 83(1997)-  35 48 04.84968(N)    094 04 30.77179(W) AD(       ) 1
 FH0932  NAD 83(1986)-  35 48 04.84816(N)    094 04 30.76821(W) AD(       ) 1
 FH0932  NAD 27      -  35 48 04.55449(N)    094 04 30.05318(W) AD(       ) 1
 FH0932  NGVD 29 (07/19/86)  642.3    (m)         2107.     (f) VERT ANG       
 FH0932
 FH0932.Superseded values are not recommended for survey control.
 FH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0932.See file dsdata.txt to determine how the superseded data were derived.
 FH0932
 FH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0284962448(NAD 83)
 FH0932_MARKER: DR = REFERENCE MARK DISK
 FH0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0932_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FH0932
 FH0932  HISTORY     - Date     Condition        Report By
 FH0932  HISTORY     - 1971     MONUMENTED       NGS
 FH0932
 FH0932                          STATION DESCRIPTION
 FH0932
 FH0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0932'THE STATION IS LOCATED ABOUT 12 MILES NORTH AND 5 MILES EAST OF
 FH0932'MOUNTAINBURG, 3-1/2 MILES EAST OF WINSLOW, AT THE WEEDY ROUGH
 FH0932'LOOKOUT TOWER, IN THE NORTHEAST 1/4 OF SECTION 16, R 29 W., T13 N.,
 FH0932'AND ON PROPERTY OF THE OZARK NATIONAL FOREST.
 FH0932'
 FH0932'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 FH0932'HIGHWAY 74 IN THE NORTH EDGE OF WINSLOW, GO NORTHERLY ON U. S.
 FH0932'HIGHWAY 71 FOR 0.4 MILE TO A GRAVELED ROAD ON RIGHT, SUNSET ROAD.
 FH0932'TURN RIGHT AND GO EASTERLY ON SUNSET ROAD FOR 1.45 MILES TO A FORK
 FH0932'AND SIGN WEEDY ROUGH LOOKOUT TOWER.  KEEP RIGHT AND GO
 FH0932'SOUTHEAST ON GRAVELED ROAD FOR 1.0 MILE TO A FORK AND THE AZIMUTH
 FH0932'MARK ON LEFT IN THE SMALL TRIANGLE FORMED BY THE ROAD FORK.  KEEP
 FH0932'RIGHT AND GO SOUTHERLY FOR 0.1 MILE TO A T ROAD NUMBERED 1702,
 FH0932'AND SIGN WEEDY ROUGH LOOKOUT TOWER.  TURN LEFT AND GO EASTERLY
 FH0932'ON ROAD 1702 FOR 0.9 MILE TO A FORK AND SIGN WEEDY ROUGH LOOKOUT
 FH0932'TOWER.  KEEP LEFT AND GO 0.45 MILE TO A 3-WAY FORK.  TAKE MIDDLE
 FH0932'FORK AND GO EASTERLY UPHILL FOR 0.25 MILE TO THE LOOKOUT TOWER AND
 FH0932'STATION.
 FH0932'
 FH0932'STATION MARK, A STANDARD REFERENCE DISK STAMPED WEEDY ROUGH LOOKOUT
 FH0932'TOWER 1935 NO 1 1971.  THE SURFACE DISK IS SET IN THE TOP OF A
 FH0932'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 FH0932'SURFACE OF THE GROUND.  IT IS 99.5 FEET WEST-SOUTHWEST OF THE
 FH0932'NORTHWEST LEG OF A LOOKOUT TOWER, 97 FEET WEST OF THE SOUTHWEST
 FH0932'LEG OF THE LOOKOUT TOWER, 43 FEET SOUTH OF THE CENTER OF THE
 FH0932'TRACK ROAD AND 4.4 FEET NORTH OF A METAL WITNESS POST.*
 FH0932'
 FH0932'REFERENCE MARK 2, A STANDARD DISK STAMPED WEEDY ROUGH LOOKOUT TOWER
 FH0932'1935 NO 2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FH0932'MONUMENT THAT PROJECTS 4-INCHES ABOVE THE SURFACE OF THE GROUND.
 FH0932'IT IS 84.5 FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT
 FH0932'TOWER, 18.5 FEET NORTH OF THE TRACK ROAD, 4.4 FEET NORTH OF A METAL
 FH0932'WITNESS POST AND THE MARK IS ABOUT 5 FEET LOWER THAN THE ORIGINAL
 FH0932'STATION MARK.
 FH0932'
 FH0932'STATION WEEDY ROUGH LOOKOUT TOWER, IS A STANDARD DISK STAMPED WEEDY
 FH0932'ROUGH LOOKOUT TOWER 1935, IS SET IN THE TOP OF A 12-INCH SQUARE
 FH0932'CONCRETE MONUMENT THAT PROJECTS 4-INCHES ABOVE THE SURFACE OF THE
 FH0932'GROUND.  IT IS LOCATED UNDER THE CENTER OF THE LOOKOUT TOWER.
 FH0932'
 FH0932'AZIMUTH MARK, A REFERENCE DISK STAMPED WEEDY ROUGH LOOKOUT TOWER 1935
 FH0932'AZIMUTH, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 FH0932'THAT PROJECTS 1-INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 131
 FH0932'FEET SOUTH OF A HOUSE, 58 FEET EAST OF THE CENTER OF WHERE THE
 FH0932'ROADS FORK, 35 FEET NORTH OF THE BLADED ROAD, 21 FEET SOUTHEAST OF
 FH0932'THE CENTER OF A BLADED ROAD AND 1.7 FEET NORTH OF A METAL WITNESS
 FH0932'POST.
 FH0932'
 FH0932'NOTE--NO. TRAVERSE DISTANCE.
 FH0932'
 FH0932'NOTE--*THE UNDERGROUND DISK IS A STANDARD REFERENCE DISK STAMPED
 FH0932'WEEDY ROUGH LOOKOUT TOWER 1935 NO 1 1971, IS SET IN THE TOP OF AN
 FH0932'IRREGULAR MASS OF CONCRETE 22-INCHES BELOW THE GROUND SURFACE.
 FH0932'
 FH0932'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2123 ***********************************************************************
 FF2123  DESIGNATION -  WEINER ROBERTS RICE MILLS TANK
 FF2123  PID         -  FF2123
 FF2123  STATE/COUNTY-  AR/POINSETT
 FF2123  USGS QUAD   -  WEINER (1980)
 FF2123
 FF2123                         *CURRENT SURVEY CONTROL
 FF2123  ___________________________________________________________________
 FF2123* NAD 83(1997)-  35 37 05.93878(N)    090 54 07.30840(W)     ADJUSTED  
 FF2123* NAVD 88     -                                                        
 FF2123  ___________________________________________________________________
 FF2123  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FF2123  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF2123
 FF2123  HORZ ORDER  -  THIRD
 FF2123
 FF2123.The horizontal coordinates were established by classical geodetic methods
 FF2123.and adjusted by the National Geodetic Survey in September 1999..
 FF2123
 FF2123
 FF2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2123
 FF2123.The geoid height was determined by GEOID03.
 FF2123
 FF2123;                    North         East     Units Scale Factor Converg.
 FF2123;SPC AR N     -   143,112.570   499,463.430   MT  0.99993611   +0 38 20.1
 FF2123;SPC AR N     -   469,528.49  1,638,656.27   sFT  0.99993611   +0 38 20.1
 FF2123;UTM  15      - 3,943,641.951   690,005.747   MT  1.00004490   +1 13 19.9
 FF2123
 FF2123                          SUPERSEDED SURVEY CONTROL
 FF2123
 FF2123  NAD 83(1997)-  35 37 05.94185(N)    090 54 07.30787(W) AD(       ) 4
 FF2123  NAD 83(1986)-  35 37 05.95151(N)    090 54 07.30706(W) AD(       ) 4
 FF2123  NAD 27      -  35 37 05.66600(N)    090 54 06.88500(W) AD(       ) 3
 FF2123
 FF2123.Superseded values are not recommended for survey control.
 FF2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2123.See file dsdata.txt to determine how the superseded data were derived.
 FF2123
 FF2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9000643642(NAD 83)
 FF2123_MARKER: 53 = ELEVATED TANK
 FF2123
 FF2123  HISTORY     - Date     Condition        Report By
 FF2123  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2123
 FF2123                          STATION DESCRIPTION
 FF2123
 FF2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2123'THE STATION IS LOCATED IN THE VILLAGE OF WEINER, ABOUT 0.1 MILE
 FF2123'WEST OF STATE HIGHWAY 39.  IT IS AN ELEVATED WATER TANK
 FF2123'SUPPORTED BY FOUR STEEL LEGS, THE HEIGHT BEING APPROXIMATELY
 FF2123'125 FEET AND THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2124 ***********************************************************************
 FF2124  DESIGNATION -  WEINER ROBERTS RICE MILLS ELEV
 FF2124  PID         -  FF2124
 FF2124  STATE/COUNTY-  AR/POINSETT
 FF2124  USGS QUAD   -  WEINER (1980)
 FF2124
 FF2124                         *CURRENT SURVEY CONTROL
 FF2124  ___________________________________________________________________
 FF2124* NAD 83(1997)-  35 37 06.63321(N)    090 54 01.79432(W)     ADJUSTED  
 FF2124* NAVD 88     -                                                        
 FF2124  ___________________________________________________________________
 FF2124  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FF2124  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF2124
 FF2124  HORZ ORDER  -  THIRD
 FF2124
 FF2124.The horizontal coordinates were established by classical geodetic methods
 FF2124.and adjusted by the National Geodetic Survey in September 1999..
 FF2124
 FF2124
 FF2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2124
 FF2124.The geoid height was determined by GEOID03.
 FF2124
 FF2124;                    North         East     Units Scale Factor Converg.
 FF2124;SPC AR N     -   143,135.518   499,601.939   MT  0.99993611   +0 38 23.3
 FF2124;SPC AR N     -   469,603.78  1,639,110.69   sFT  0.99993611   +0 38 23.3
 FF2124;UTM  15      - 3,943,666.311   690,144.030   MT  1.00004555   +1 13 23.1
 FF2124
 FF2124                          SUPERSEDED SURVEY CONTROL
 FF2124
 FF2124  NAD 83(1997)-  35 37 06.63615(N)    090 54 01.79364(W) AD(       ) 4
 FF2124  NAD 83(1986)-  35 37 06.64592(N)    090 54 01.79299(W) AD(       ) 4
 FF2124  NAD 27      -  35 37 06.36000(N)    090 54 01.37100(W) AD(       ) 3
 FF2124
 FF2124.Superseded values are not recommended for survey control.
 FF2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2124.See file dsdata.txt to determine how the superseded data were derived.
 FF2124
 FF2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9014443666(NAD 83)
 FF2124
 FF2124  HISTORY     - Date     Condition        Report By
 FF2124  HISTORY     - 1954     MONUMENTED       CGS
 FF2124
 FF2124                          STATION DESCRIPTION
 FF2124
 FF2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2124'THE STATION IS LOCATED IN THE CENTRAL PART OF THE TOWN OF WEINER,
 FF2124'0.1 MILE WEST OF STATE HIGHWAY 39 AND 0.1 MILE NORTHEAST
 FF2124'OF THE WEINER, ROBERTS RICE MILLS WATER TANK.
 FF2124'
 FF2124'THE ELEVATOR IS OWNED BY THE ROBERTS RICE MILLS INC.  IT IS
 FF2124'A GALVINIZED IRON STRUCTURE WITH A CUPOLA LOCATED NEAR THE SOUTH
 FF2124'END WITH AN OVERALL HEIGHT OF 100 FEET.
 FF2124'
 FF2124'THE POINT OBSERVED UPON WAS THE HIGHEST POINT OF THE CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2052 ***********************************************************************
 DK2052  DESIGNATION -  WEISE RESET
 DK2052  PID         -  DK2052
 DK2052  STATE/COUNTY-  AR/CHICOT
 DK2052  USGS QUAD   -  READLAND (1970)
 DK2052
 DK2052                         *CURRENT SURVEY CONTROL
 DK2052  ___________________________________________________________________
 DK2052* NAD 83(1997)-  33 01 41.51628(N)    091 10 26.81825(W)     ADJUSTED  
 DK2052* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 DK2052  ___________________________________________________________________
 DK2052  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DK2052  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK2052
 DK2052  HORZ ORDER  -  FIRST
 DK2052
 DK2052.The horizontal coordinates were established by classical geodetic methods
 DK2052.and adjusted by the National Geodetic Survey in September 1999..
 DK2052
 DK2052.The orthometric height was scaled from a topographic map.
 DK2052
 DK2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2052
 DK2052.The geoid height was determined by GEOID03.
 DK2052
 DK2052;                    North         East     Units Scale Factor Converg.
 DK2052;SPC AR S     -   440,411.141   477,161.605   MT  1.00007136   +0 27 44.1
 DK2052;SPC AR S     - 1,444,915.55  1,565,487.70   sFT  1.00007136   +0 27 44.1
 DK2052;SPC LA N     -   281,091.220 1,123,878.274   MT  1.00010245   +0 42 03.6
 DK2052;SPC LA N     -   922,213.44  3,687,257.30   sFT  1.00010245   +0 42 03.6
 DK2052;SPC MS W     -   391,480.738   621,453.919   MT  1.00002604   -0 27 29.9
 DK2052;SPC MS W     - 1,284,383.05  2,038,886.73   sFT  1.00002604   -0 27 29.9
 DK2052;UTM  15      - 3,655,894.357   670,523.987   MT  0.99995854   +0 59 43.6
 DK2052
 DK2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2052!SPC AR S     -   0.99999784  x   1.00007136  =   1.00006920
 DK2052!SPC LA N     -   0.99999784  x   1.00010245  =   1.00010029
 DK2052!SPC MS W     -   0.99999784  x   1.00002604  =   1.00002388
 DK2052!UTM  15      -   0.99999784  x   0.99995854  =   0.99995638
 DK2052
 DK2052|---------------------------------------------------------------------|
 DK2052| PID    Reference Object                     Distance      Geod. Az  |
 DK2052|                                                           dddmmss.s |
 DK2052| DK1151 83/4                                 82.895 METERS 01738     |
 DK2052| CY6734 WEISE RM 5                           48.491 METERS 03041     |
 DK2052| CY6732 WEISE RM 3                           76.045 METERS 03859     |
 DK2052| DK1152 WEISE RM 1 AZIMUTH                                 2641712.9 |
 DK2052| CY6731 WEISE RM 2                           76.968 METERS 30428     |
 DK2052| CY6733 WEISE RM 4                           50.966 METERS 31314     |
 DK2052| DK2061 EUDORA PIONEER GRAIN INC ELEV       APPROX.11.8 KM 3160444.5 |
 DK2052| DK2062 EUDORA MUNICIPAL TANK               APPROX.12.3 KM 3183230.3 |
 DK2052| DK2063 EUDORA FED COMPRESS CO S TK         APPROX.13.1 KM 3210757.0 |
 DK2052| DK2060 EUDORA FED COMPRESS CO N TK         APPROX.13.3 KM 3214344.7 |
 DK2052|---------------------------------------------------------------------|
 DK2052
 DK2052                          SUPERSEDED SURVEY CONTROL
 DK2052
 DK2052  NAD 83(1997)-  33 01 41.51634(N)    091 10 26.81827(W) AD(       ) 1
 DK2052  NAD 83(1997)-  33 01 41.52561(N)    091 10 26.81629(W) AD(       ) 1
 DK2052  NAD 83(1986)-  33 01 41.52824(N)    091 10 26.81104(W) AD(       ) 1
 DK2052  NAD 27      -  33 01 41.08200(N)    091 10 26.41500(W) AD(       ) 1
 DK2052
 DK2052.Superseded values are not recommended for survey control.
 DK2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2052.See file dsdata.txt to determine how the superseded data were derived.
 DK2052
 DK2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7052455894(NAD 83)
 DK2052_MARKER: DD = SURVEY DISK
 DK2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2052_STAMPING: WEISE 1929 1939
 DK2052_PROJECTION: PROJECTING 10 CENTIMETERS
 DK2052
 DK2052  HISTORY     - Date     Condition        Report By
 DK2052  HISTORY     - 1939     MONUMENTED       CGS
 DK2052  HISTORY     - 1958     GOOD             CGS
 DK2052  HISTORY     - 1967     GOOD             CGS
 DK2052  HISTORY     - 1967     GOOD             CGS
 DK2052
 DK2052                          STATION DESCRIPTION
 DK2052
 DK2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK2052'STATION WAS RECOVERED 11.0 FEET BELOW THE SURFACE OF THE GROUND,
 DK2052'AS THE LEVEE HAS BEEN REBUILT SINCE STATION WAS ESTABLISHED.
 DK2052'STATION IS ON THE WEISS PLANTATION, INSTEAD OF THE WEISE
 DK2052'PLANTATION.  R.M. NO. 1, THE AZIMUTH MARK, WAS RECOVERED IN GOOD
 DK2052'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 DK2052'
 DK2052'STATION IS ABOUT 10 MILES BY ROAD SOUTHEAST OF EUDORA, 1.25
 DK2052'MILES FROM U.S. HIGHWAY 65, ON THE NORTH SLOPE OF A LEVEE ON
 DK2052'THE WEISS PLANTATION.  STATION IS ABOUT 83 YARDS SOUTH OF A
 DK2052'TENANT-HOUSE OCCUPIED BY COLORED PEOPLE, 42 FEET NORTH OF THE
 DK2052'CENTER OF TOP OF LEVEE, 0.15 MILE WEST OF A RIGHT ANGLE TURN
 DK2052'IN LEVEE.  A NEW STATION AND SUB-SURFACE MARK,
 DK2052'WERE CAREFULLY PLUMBED OVER ORIGINAL STATION MARK.  STATION
 DK2052'DISC IS STAMPED WEISE, 1929-1939, WHILE SUB-SURFACE DISC IS
 DK2052'STAMPED WEISE 1939.  MARK PROJECTS 4-INCHES.
 DK2052'
 DK2052'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS WEST OF STATION ABOUT
 DK2052'130 YARDS EAST OF A TENANT HOUSE, ABOUT 50 YARDS NORTH OF NORTH
 DK2052'BASE OF LEVEE, 20 FEET SOUTH OF A WIRE FENCE, BETWEEN FENCE
 DK2052'AND SMALL LAKE, 8 FEET NORTH OF A FARM ROAD.  MARK IS A STANDARD
 DK2052'REFERENCE DISK STAMPED WEISE NO. 1, 1929.  MARK PROJECTS
 DK2052'2-INCHES.  TWO NEW REFERENCE MARKS WERE ESTABLISHED BY THIS PARTY.
 DK2052'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION ABOUT 40 YARDS WEST
 DK2052'OF HOUSE, 2 FEET SOUTH OF WIRE FENCE.  MARK IS 14.8 FEET BELOW
 DK2052'STATION LEVEL AND PROJECTS 5-INCHES.  MARK IS A STANDARD
 DK2052'REFERENCE DISK STAMPED WEISE NO. 2 1939.  REFERENCE MARK NO. 3
 DK2052'IS NORTHEAST OF STATION, ABOUT 35 YARDS EAST OF HOUSE, AT THE
 DK2052'SOUTHEAST CORNER OF BARNYARD, 2 FEET SOUTH OF WIRE FENCE.
 DK2052'MARK IS 20.4 FEET BELOW STATION LEVEL AND PROJECTS 5 INCHES.  IT
 DK2052'IS A STANDARD REFERENCE DISK STAMPED WEISE NO. 3, 1939.
 DK2052'DISTANCES AND DIRECTIONS TAKEN IN 1939.
 DK2052
 DK2052                          STATION RECOVERY (1958)
 DK2052
 DK2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK2052'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 DK2052'WITH THE EXCEPTION OF REFERENCE MARK 2 WHICH HAS BEEN MARKED
 DK2052'UP AND APPARENTLY DISTRUBED BY FARM EQUIPMENT.  A DIFFERENCE
 DK2052'OF 0.26 FEET WAS FOUND IN THE 1939 DISTANCE TO THIS MARK.  A
 DK2052'NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DK2052'
 DK2052'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAYS
 DK2052'8 AND 159 IN THE EAST EDGE OF EUDORA, GO SOUTHERLY ON U.S.
 DK2052'HIGHWAY 65 FOR 6.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 DK2052'FOLLOW NARROW, BLACK-TOPPED ROAD FOR 1.5 MILES TO A
 DK2052'T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.1 MILE
 DK2052'TO CATTLEGUARD.  TURN LEFT AFTER CROSSING CATTLEGUARD AND GO EAST
 DK2052'FOR 0.05 MILE TO TOP OF LEVEE.  TURN LEFT AND FOLLOW TOP OF
 DK2052'LEVEE EAST-NORTHEAST FOR 0.5 MILE TO CATTLEGUARD.  CROSS
 DK2052'CATTLEGUARD AND CONTINUE FOR 0.15 MILE TO A LARGE GROVE OF
 DK2052'TREES AND AZIMUTH MARK ABOUT 350 FEET TO LEFT OF ROAD.
 DK2052'CONTINUE EAST ALONG LEVEE ROAD FOR 0.4 MILE TO POND ON RIGHT
 DK2052'AND STATION ON LEFT ON NORTH SLOPE OF LEVEE.
 DK2052'
 DK2052'STATION SURFACE MARK IS A STANDARD DISK, STAMPED WEISE 1929 1939.
 DK2052'IT IS SET IN THE TOP OF A 9 INCH SQUARE, CONCRETE POST WHICH
 DK2052'PROJECTS 2 INCHES.  IT IS 635 FEET WEST OF THE CENTER OF THE
 DK2052'JUNCTION OF LEVEE WITH T-LEVEE LEADING SOUTH, 205 FEET SOUTHEAST
 DK2052'OF THE EAST GATEPOST OF A GATE IN THE EAST-WEST PROPERTY
 DK2052'FENCELINE, 128 FEET SOUTH OF THE FENCELINE, 43 FEET NORTH OF
 DK2052'LEVEE ROAD CENTER AND ABOUT 8 FEET LOWER THAN ELEVATION OF
 DK2052'LEVEE ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT
 DK2052'NORTHEAST OF THE MARK.
 DK2052'
 DK2052'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WEISE NO 2 1939.
 DK2052'IT IS SET IN THE TOP OF A 9 INCH SQUARE, CONCRETE POST WHICH
 DK2052'PROJECTS 4 INCHES.  IT IS 221 FEET NORTH OF LEVEE ROAD CENTER,
 DK2052'48 FEET NORTHWEST OF THE GATEPOST, 37 FEET NORTH OF THE FENCELINE
 DK2052'AND ABOUT 30 FEET LOWER THAN STATION ELEVATION.
 DK2052'
 DK2052'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WEISE NO 3 1939.
 DK2052'IT IS SET IN THE TOP OF A 9 INCH SQUARE, CONCRETE POST WHICH
 DK2052'IS FLUSH WITH GROUND SURFACE.  IT IS 217 FEET NORTH OF LEVEE
 DK2052'ROAD CENTER, 46 FEET NORTH OF THE FENCELINE, 81 FEET SOUTHEAST
 DK2052'OF OLD HAND WELL PUMP AND ABOUT 30 FEET LOWER THAN STATION
 DK2052'ELEVATION.
 DK2052'
 DK2052'REFERENCE MARK 1 (AZIMUTH MARK) IS A STANDARD DISK, STAMPED
 DK2052'WEISE 1929 NO 1.  IT IS SET ON SOUTHEAST SIDE OF A LARGE GROVE
 DK2052'OF TREES, 348 FEET NORTHWEST OF THE LEVEE ROAD CENTER, 171 FEET
 DK2052'WEST OF A FENCE CORNERPOST, 157 FEET SOUTHWEST OF A
 DK2052'NORTHWEST-SOUTHEAST PROPERTY FENCELINE.  A 4 IN X 4 IN WHITE
 DK2052'WITNESS POST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
 DK2052
 DK2052                          STATION RECOVERY (1967)
 DK2052
 DK2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GCR)
 DK2052'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 DK2052'MARK NO. 1 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION.
 DK2052'THE AREA PREVIOUSLY DESCRIBED FOR REFERENCE MARKS 2 AND 3
 DK2052'IS NOW UNDER CULTIVATION.  REFERENCE MARK 2 WAS NOT FOUND,
 DK2052'ALTHOUGH A COMPLETE SEARCH WAS MADE.  REFERENCE MARK 3 WAS
 DK2052'FOUND KNOCKED OUT OF POSITION.  THE DISK WAS RECLAIMED AND
 DK2052'THE MONUMENT WAS REMOVED FROM THE FIELD.  A NEW DESCRIPTION
 DK2052'FOLLOWS--
 DK2052'
 DK2052'THE STATION IS LOCATED ABOUT 5-3/4 MILES SOUTH AND 5-1/4
 DK2052'MILES EAST OF EUDORA, 1-1/2 MILES NORTH OF THE ARKANSAS-LOUISIANA
 DK2052'STATE LINE, 0.15 MILE WEST OF A RIGHT ANGLE TURN IN THE LEVEE,
 DK2052'1/2 MILE WEST OF THE WEST BANK OF THE MISSISSIPPI RIVER, IN
 DK2052'THE SOUTHEAST 1/4 OF SECTION 23, T19S, R1W, ON THE NORTH
 DK2052'SLOPE OF THE LEVEE.
 DK2052'
 DK2052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 DK2052'STATE HIGHWAYS 8 AND 159, AT THE EAST EDGE OF EUDORA, GO SOUTH
 DK2052'AND SOUTHEAST ON U.S. HIGHWAY 65 FOR 1.0 MILE TO THE JUNCTION
 DK2052'OF STATE HIGHWAY 8 ON THE LEFT, CONTINUE AHEAD ON HIGHWAY 65
 DK2052'AND GO SOUTHEAST FOR 3.0 MILES TO A CROSSROAD AND THE JUNCTION
 DK2052'OF STATE HIGHWAY 209 ON THE LEFT.  CONTINUE AHEAD ON U.S.
 DK2052'HIGHWAY 65 AND GO SOUTHEAST AND SOUTH FOR 1.5 MILES TO A SIDE
 DK2052'ROAD LEFT, THE JUNCTION OF STATE HIGHWAY 8.  TURN LEFT
 DK2052'AND GO EAST ON STATE HIGHWAY 8 FOR 1.55 MILES TO A POINT
 DK2052'WHERE STATE HIGHWAY 8 TURNS LEFT AND GOES NORTH AND A
 DK2052'GRAVELED ROAD LEADS SOUTH.  TURN RIGHT AND GO SOUTH ON
 DK2052'GRAVLED ROAD FOR 0.1 MILE TO A CATTLE GUARD AND FORK, TAKE
 DK2052'THE LEFT FORK AND GO EASTERLY 0.1 MILE TO ROAD ATOP LEVEE,
 DK2052'THENCE EAST ON LEVEE ROAD FOR 0.45 MILE TO A CATTLE
 DK2052'GURAD, CONTINUE AHEAD, EAST, ON LEVEE ROAD FOR 0.2 MILE TO
 DK2052'USE MARK NUMBER 3850 1933 ON THE LEFT EDGE OF THE ROAD
 DK2052'AND REFERENCE MARK 1 ON THE LEFT AS DESCRIBED.  CONTINUE AHEAD,
 DK2052'EAST, FOR 0.4 MILE TO THE STATION MARK ON THE LEFT.
 DK2052'
 DK2052'THE STATION MARK IS A STANDARD DISK, STAMPED WEISE 1929 1939,
 DK2052'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS
 DK2052'FLUSH WITH THE GROUND SURFACE.  IT IS 127.5 FEET SOUTH OF
 DK2052'AN EAST-WEST FENCE, 44 FEET NORTH OF THE CENTERLINE OF THE LEVEE
 DK2052'ROAD AND 1.6 FEET NORTHEAST OF A 4 BY 4 INCH WOOD WITNESS POST.
 DK2052'
 DK2052'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED WEISE NO 1
 DK2052'1929, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT
 DK2052'THAT PROJECTS 2 INCHES.  IT IS ON THE NORTH EDGE OF AN OLD
 DK2052'ROAD GRADE THAT IS BETWEEN A SWAMP ON THE NORTH AND A LOW
 DK2052'SPOT JUST NORTH OF THE LEVEE, AT THE SOUTH EDGE OF THE SWAMP,
 DK2052'ABOUT 340 FEET NORTH OF THE CENTERLINE OF THE LEVEE ROAD, 157.4
 DK2052'FEET WEST OF A NORTH-SOUTH FENCE, 11.7 FEET SOUTHEAST OF A
 DK2052'TRIPLE TRUNKED TREE WITH A DEEP TRIANGLE BLAZE AND 1.3 FEET
 DK2052'EAST OF A 4 BY 4 INCH WOOD WITNESS POST.
 DK2052'
 DK2052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-3/4 MILES
 DK2052'SOUTH AND 5-1/4 MILES EAST OF EUDORA
 DK2052
 DK2052                          STATION RECOVERY (1967)
 DK2052
 DK2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 DK2052'THE STATION WAS VISITED 1-31-67 AND THE STATION MARK AND THE
 DK2052'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARKS
 DK2052'NO. 2 AND NO. 3 WERE DESTROYED PRIOR TO THIS DATE.  THE DISK
 DK2052'FOR REFERENCE MARK NO. 3 WAS RECLAIMED.  REFERENCE MARK NO. 4
 DK2052'AND NO. 5 WERE ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 DK2052'FOLLOWS--
 DK2052'
 DK2052'THE STATION IS LOCATED ABOUT 5-3/4 MILES SOUTH AND 5-1/2 MILES
 DK2052'EAST OF EUDORA, 1.5 MILE NORTH OF THE LOUISIANA-ARKANSAS
 DK2052'STATE LINE, 0.15 MILE WEST OF A RIGHT-ANGLE TURN IN THE LEVEE,
 DK2052'0.5 MILE WEST OF THE WEST BANK OF THE MISSISSIPPI RIVER IN
 DK2052'THE SOUTHEAST 1/4 OF SEC. 23, T 19 S, R 1 W, AND ON THE NORTH
 DK2052'SLOPE OF THE LEVEE.  THE STATION IS 12.75 FT. S OF AN E-W
 DK2052'FENCE LINE, 44 FT. N OF THE CENTERLINE OF THE LEVEE ROAD, 916
 DK2052'FT. W OF THE CENTER OF A N*S LEVEE AT ITS JUNCTION WITH
 DK2052'THE E-W LEVEE.  IT IS 1.6 FT. NE OF A 4 X 4 WOODEN WITNESS
 DK2052'POST.  IT IS A STANDARD DISK STAMPED WEISE 1929-1939, PROJECTING
 DK2052'4 INCHES.
 DK2052'
 DK2052'REFERENCE MARK NO. 4 IS 52.5 FT. E OF WESTEND OF BOARD GATE,
 DK2052'174 FT. N OF THE CENTERLINE OF TOP OF LEVEE, 2 FT. S OF FENCE
 DK2052'LINE, 1 FOOT E OF METAL WITNESS POST.  IT IS A STANDARD DISK
 DK2052'STAMPED WEISE 1929 1939 NO. 4 1967, PROJECTING 6 INCHES.
 DK2052'
 DK2052'REFERENCE MARK NO. 5 IS 159.09 FT. NW OF STATION, 175 FT. N
 DK2052'OF THE CENTERLINE OF TOP OF LEVEE, 2 FT. S OF E-W FENCE LINE,
 DK2052'1.5 FT. W OF METAL WITNESS POST, 133 FT. W OF A CHINA BERRY TREE
 DK2052'IN A FENCE LINE.  IT IS A STANDARD DISK STAMPED WEISE 1929 1939
 DK2052'NO. 5 1967, PROJECTING 6 INCHES.
 DK2052'
 DK2052'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 0.4 MILE W OF THE STATION,
 DK2052'AT THE N EDGE OF AN OLD ROAD BED, AT THE S EDGE OF A SWAMP,
 DK2052'ABOUT 340 FT. N OF THE CENTER OF THE LEVEE ROAD, 157.5 FT. W
 DK2052'OF A N-S FENCE LINE, 11.7 FT. SE OF A TRIPLE TRUNK TREE WITH
 DK2052'A DEEP TRIANGLE BLAZE, 1 FOOT N OF A METAL WITNESS POST AND
 DK2052'SIGN.  IT IS A STANDARD REFERENCE MARK DISK STAMPED WEISE NO. 1
 DK2052'1929, PROJECTING 6 INCHES.
 DK2052'
 DK2052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 DK2052'STATE HIGHWAY 8 AND 159 AT THE E EDGE OF EUDORA (CHEVROLET
 DK2052'GARAGE TO THE E OF INTERSECTION), GO S ON U.S. HIGHWAY 61 FOR
 DK2052'1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 8 ON THE LEFT,
 DK2052'CONTINUE ON U.S. HIGHWAY 65 FOR 3.0 MILES TO A CROSS ROAD AND THE
 DK2052'JUNCTION WITH STATE HIGHWAY 209 ON THE LEFT, CONTINUE ON U.S.
 DK2052'HIGHWAY 65 FOR 1.5 MILE TO JUNCTION WITH STATE HIGHWAY 8 ON
 DK2052'THE LEFT, TURN LEFT AND GO E ON STATE HIGHWAY 8 FOR 1.55 MILE
 DK2052'TO A FORK, TURN RIGHT ON GRAVELED ROAD AND GO SOUTH FOR 0.1
 DK2052'MILE TO A CATTLE GUARD AND FORKS, TAKE LEFT FORK AND GO 0.45
 DK2052'MILE TO A CATTLE GUARD AND CONTINUE E ON LEVEE FOR 0.2 MILE
 DK2052'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE E FOR 0.4 MILE
 DK2052'TO THE STATION ON THE LEFT ON THE N SLOPE OF THE LEVEE, ABOUT
 DK2052'0.15 MILE BEFORE A RIGHT-ANGLE, TURN IN THE LEVEE TO THE
 DK2052'SOUTH.
 DK2052'
 DK2052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DK2052'SSE OF EUDORA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1152 ***********************************************************************
 DK1152  DESIGNATION -  WEISE RM 1 AZIMUTH
 DK1152  PID         -  DK1152
 DK1152  STATE/COUNTY-  AR/CHICOT
 DK1152  USGS QUAD   -  READLAND (1970)
 DK1152
 DK1152                         *CURRENT SURVEY CONTROL
 DK1152  ___________________________________________________________________
 DK1152* NAD 83(1986)-  33 01 37.     (N)    091 10 51.     (W)     SCALED    
 DK1152* NAVD 88     -        35.05   (+/-2cm)     115.0    (feet)  VERTCON   
 DK1152  ___________________________________________________________________
 DK1152  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK1152
 DK1152  VERT ORDER  -  ? (See Below)
 DK1152
 DK1152.The horizontal coordinates were scaled from a topographic map and have
 DK1152.an estimated accuracy of +/- 6 seconds.
 DK1152
 DK1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1152.The vertical order pertains to the NGVD 29 superseded value.
 DK1152
 DK1152.The geoid height was determined by GEOID03.
 DK1152
 DK1152;                    North         East    Units  Estimated Accuracy
 DK1152;SPC AR S     -   440,270.      476,540.      MT  (+/- 180 meters Scaled)
 DK1152
 DK1152                          SUPERSEDED SURVEY CONTROL
 DK1152
 DK1152  NGVD 29 (??/??/??)   35.122  (m)          115.23   (f) ADJUSTED    ?  
 DK1152
 DK1152.Superseded values are not recommended for survey control.
 DK1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1152.See file dsdata.txt to determine how the superseded data were derived.
 DK1152
 DK1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS698557(NAD 83)
 DK1152_MARKER: DD = SURVEY DISK
 DK1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1152+STABILITY: SURFACE MOTION
 DK1152
 DK1152  HISTORY     - Date     Condition        Report By
 DK1152  HISTORY     - 1929     MONUMENTED       CGS
 DK1152  HISTORY     - 1934     GOOD             USE
 DK1152
 DK1152                          STATION DESCRIPTION
 DK1152
 DK1152'DESCRIBED BY US ENGINEERS 1934
 DK1152'1.7 MI E FROM ARKLA.
 DK1152'1.7 MILES EAST ALONG U.S. HIGHWAY 65 FROM ARKLA, THENCE 0.1 MILE SOUTH
 DK1152'ALONG A DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG THE LEVEE, 2-1/2
 DK1152'MILES NORTH OF THE ARKANSAS-LOUISIANA STATE LINE, 3,500 FEET ABOVE THE
 DK1152'BIG RED GIN, 350 FEET EAST OF A CABIN, 340 FEET NORTHWEST OF LEVEE
 DK1152'STATION 3850, 170 FEET WEST OF A CABIN IN THE MIDDLE OF THE LEVEE
 DK1152'STATION BORROW PIT, AND 7 FEET NORTHWEST OF THE CENTER LINE OF A ROAD.
 DK1152'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1775 ***********************************************************************
 EH1775  DESIGNATION -  WEJ
 EH1775  PID         -  EH1775
 EH1775  STATE/COUNTY-  AR/JEFFERSON
 EH1775  USGS QUAD   -  ROB ROY (1971)
 EH1775
 EH1775                         *CURRENT SURVEY CONTROL
 EH1775  ___________________________________________________________________
 EH1775* NAD 83(1986)-  34 17 23.     (N)    091 59 40.     (W)     SCALED    
 EH1775* NAVD 88     -        70.869  (meters)     232.51   (feet)  ADJUSTED  
 EH1775  ___________________________________________________________________
 EH1775  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1775  DYNAMIC HT  -          70.801 (meters)     232.29  (feet)  COMP
 EH1775  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 EH1775
 EH1775  VERT ORDER  -  SECOND    CLASS 0
 EH1775
 EH1775.The horizontal coordinates were scaled from a topographic map and have
 EH1775.an estimated accuracy of +/- 6 seconds.
 EH1775
 EH1775.The orthometric height was determined by differential leveling
 EH1775.and adjusted by the National Geodetic Survey in June 1991..
 EH1775
 EH1775.The geoid height was determined by GEOID03.
 EH1775
 EH1775.The dynamic height is computed by dividing the NAVD 88
 EH1775.geopotential number by the normal gravity value computed on the
 EH1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1775.degrees latitude (g = 980.6199 gals.).
 EH1775
 EH1775.The modeled gravity was interpolated from observed gravity values.
 EH1775
 EH1775;                    North         East    Units  Estimated Accuracy
 EH1775;SPC AR S     -   580,020.      400,510.      MT  (+/- 180 meters Scaled)
 EH1775
 EH1775                          SUPERSEDED SURVEY CONTROL
 EH1775
 EH1775  NGVD 29 (??/??/??)   70.900  (m)          232.61   (f) ADJUSTED    2 0
 EH1775
 EH1775.Superseded values are not recommended for survey control.
 EH1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1775.See file dsdata.txt to determine how the superseded data were derived.
 EH1775
 EH1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT925947(NAD 83)
 EH1775_MARKER: DD = SURVEY DISK
 EH1775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1775_SP_SET: ABUTMENT
 EH1775_STAMPING: WEJ 1938
 EH1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1775
 EH1775  HISTORY     - Date     Condition        Report By
 EH1775  HISTORY     - 1938     MONUMENTED       ARGS
 EH1775  HISTORY     - 1940     GOOD             CGS
 EH1775  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1775
 EH1775                          STATION DESCRIPTION
 EH1775
 EH1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1775'4.5 MI N FROM PINE BLUFF.
 EH1775'4.5 MILES NORTH ALONG U. S. HIGHWAY 79 FROM THE CITY LIMITS OF PINE
 EH1775'BLUFF, JEFFERSON COUNTY, AT THE NORTHEAST END OF THE JEFFERSON COUNTY
 EH1775'FREE BRIDGE, IN THE TOP OF THE NORTHWEST END OF THE CONCRETE ABUTMENT,
 EH1775'AND 24 FEET NORTHWEST OF THE CENTERLINE OF THE BRIDGE.  A STANDARD
 EH1775'DISK, STAMPED WEJ 1938.
 EH1775
 EH1775                          STATION RECOVERY (2003)
 EH1775
 EH1775'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1218 ***********************************************************************
 EH1218  DESIGNATION -  WELL 1 N 3 W 11 AAC 1
 EH1218  PID         -  EH1218
 EH1218  STATE/COUNTY-  AR/MONROE
 EH1218  USGS QUAD   -  CLARENDON (1968)
 EH1218
 EH1218                         *CURRENT SURVEY CONTROL
 EH1218  ___________________________________________________________________
 EH1218* NAD 83(1986)-  34 43 05.     (N)    091 17 04.     (W)     SCALED    
 EH1218* NAVD 88     -        58.223  (meters)     191.02   (feet)  ADJUSTED  
 EH1218  ___________________________________________________________________
 EH1218  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH1218  DYNAMIC HT  -          58.169 (meters)     190.84  (feet)  COMP
 EH1218  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 EH1218
 EH1218  VERT ORDER  -  FIRST     CLASS II
 EH1218
 EH1218.The horizontal coordinates were scaled from a topographic map and have
 EH1218.an estimated accuracy of +/- 6 seconds.
 EH1218
 EH1218.The orthometric height was determined by differential leveling
 EH1218.and adjusted by the National Geodetic Survey in June 1991..
 EH1218
 EH1218.The geoid height was determined by GEOID03.
 EH1218
 EH1218.The dynamic height is computed by dividing the NAVD 88
 EH1218.geopotential number by the normal gravity value computed on the
 EH1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1218.degrees latitude (g = 980.6199 gals.).
 EH1218
 EH1218.The modeled gravity was interpolated from observed gravity values.
 EH1218
 EH1218;                    North         East    Units  Estimated Accuracy
 EH1218;SPC AR S     -   627,760.      465,540.      MT  (+/- 180 meters Scaled)
 EH1218
 EH1218                          SUPERSEDED SURVEY CONTROL
 EH1218
 EH1218  NGVD 29 (??/??/??)   58.242  (m)          191.08   (f) ADJUSTED    1 2
 EH1218
 EH1218.Superseded values are not recommended for survey control.
 EH1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1218.See file dsdata.txt to determine how the superseded data were derived.
 EH1218
 EH1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU570431(NAD 83)
 EH1218_MARKER: Q = CHISELED SQUARE
 EH1218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1218
 EH1218  HISTORY     - Date     Condition        Report By
 EH1218  HISTORY     - UNK      MONUMENTED       CGS
 EH1218  HISTORY     - 1955     GOOD             CGS
 EH1218
 EH1218                          STATION DESCRIPTION
 EH1218
 EH1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1218'2.2 MI NE FROM CLARENDON.
 EH1218'ABOUT 2.0 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1218'FROM THE STATION AT CLAREDON, THENCE ABOUT 2.0 MILE SOUTHEAST ACROSS
 EH1218'COUNTRY, IN AN OPEN FIELD ON PROPERTY OF MRS. VAUGHN, AT AN IRRIGATION
 EH1218'WELL, 354 FEET EAST OF SOUTHEAST CORNER OF FENCE AROUND WOODS LUMBER
 EH1218'COMPANY YARD, A SMALL OUTLINED RECTANGLE ON THE TOP OF WEST END OF
 EH1218'DISCHARGE PIPE OF WELL, 6.2 FEET WEST OF THE TOP OF WELL PUMP AND
 EH1218'ABOUT 3 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1215 ***********************************************************************
 EH1215  DESIGNATION -  WELL 1 N 3 W 11 DDC
 EH1215  PID         -  EH1215
 EH1215  STATE/COUNTY-  AR/MONROE
 EH1215  USGS QUAD   -  CLARENDON (1968)
 EH1215
 EH1215                         *CURRENT SURVEY CONTROL
 EH1215  ___________________________________________________________________
 EH1215* NAD 83(1986)-  34 42 35.     (N)    091 17 11.     (W)     SCALED    
 EH1215* NAVD 88     -        57.588  (meters)     188.94   (feet)  ADJUSTED  
 EH1215  ___________________________________________________________________
 EH1215  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH1215  DYNAMIC HT  -          57.534 (meters)     188.76  (feet)  COMP
 EH1215  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 EH1215
 EH1215  VERT ORDER  -  FIRST     CLASS II
 EH1215
 EH1215.The horizontal coordinates were scaled from a topographic map and have
 EH1215.an estimated accuracy of +/- 6 seconds.
 EH1215
 EH1215.The orthometric height was determined by differential leveling
 EH1215.and adjusted by the National Geodetic Survey in June 1991..
 EH1215
 EH1215.The geoid height was determined by GEOID03.
 EH1215
 EH1215.The dynamic height is computed by dividing the NAVD 88
 EH1215.geopotential number by the normal gravity value computed on the
 EH1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1215.degrees latitude (g = 980.6199 gals.).
 EH1215
 EH1215.The modeled gravity was interpolated from observed gravity values.
 EH1215
 EH1215;                    North         East    Units  Estimated Accuracy
 EH1215;SPC AR S     -   626,840.      465,370.      MT  (+/- 180 meters Scaled)
 EH1215
 EH1215                          SUPERSEDED SURVEY CONTROL
 EH1215
 EH1215  NGVD 29 (??/??/??)   57.607  (m)          189.00   (f) ADJUSTED    1 2
 EH1215
 EH1215.Superseded values are not recommended for survey control.
 EH1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1215.See file dsdata.txt to determine how the superseded data were derived.
 EH1215
 EH1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU569421(NAD 83)
 EH1215_MARKER: X = CHISELED CROSS
 EH1215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1215_SP_SET: PUMP HOUSING
 EH1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1215
 EH1215  HISTORY     - Date     Condition        Report By
 EH1215  HISTORY     - UNK      MONUMENTED       CGS
 EH1215  HISTORY     - 1955     GOOD             CGS
 EH1215
 EH1215                          STATION DESCRIPTION
 EH1215
 EH1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1215'1.85 MI NE FROM CLARENDON.
 EH1215'ABOUT 1.2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1215'FROM THE STATION AT CLARENDON, THENCE ABOUT 0.5 MILE EAST AND ABOUT
 EH1215'0.15 MILE NORTH ALONG A GRAVEL ROAD, AT AN IRRIGATION WELL ON BATEMAN
 EH1215'BROTHERS PROPERTY, 62 FEET EAST OF CENTER LINE OF ROAD LEADING NORTH
 EH1215'TO WOODS LUMBER COMPANY, 172 FEET EAST AND ACROSS ROAD FROM NORTHEAST
 EH1215'CORNER OF A FARM HOUSE, 109 FEET SOUTH OF SOUTHWEST CORNER OF A TENANT
 EH1215'HOUSE, A CHISELED CROSS LOCATED ON THE BOTTOM OF A SQUARE OPENING ON
 EH1215'SOUTH SIDE OF PUMP HOUSING AND 1 1/4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1053 ***********************************************************************
 EH1053  DESIGNATION -  WELL 1 N 3 W 23 BAD
 EH1053  PID         -  EH1053
 EH1053  STATE/COUNTY-  AR/MONROE
 EH1053  USGS QUAD   -  CLARENDON (1968)
 EH1053
 EH1053                         *CURRENT SURVEY CONTROL
 EH1053  ___________________________________________________________________
 EH1053* NAD 83(1986)-  34 41 24.     (N)    091 17 35.     (W)     SCALED    
 EH1053* NAVD 88     -        53.117  (meters)     174.27   (feet)  ADJUSTED  
 EH1053  ___________________________________________________________________
 EH1053  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1053  DYNAMIC HT  -          53.067 (meters)     174.10  (feet)  COMP
 EH1053  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 EH1053
 EH1053  VERT ORDER  -  FIRST     CLASS II
 EH1053
 EH1053.The horizontal coordinates were scaled from a topographic map and have
 EH1053.an estimated accuracy of +/- 6 seconds.
 EH1053
 EH1053.The orthometric height was determined by differential leveling
 EH1053.and adjusted by the National Geodetic Survey in June 1991..
 EH1053
 EH1053.The geoid height was determined by GEOID03.
 EH1053
 EH1053.The dynamic height is computed by dividing the NAVD 88
 EH1053.geopotential number by the normal gravity value computed on the
 EH1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1053.degrees latitude (g = 980.6199 gals.).
 EH1053
 EH1053.The modeled gravity was interpolated from observed gravity values.
 EH1053
 EH1053;                    North         East    Units  Estimated Accuracy
 EH1053;SPC AR S     -   624,640.      464,780.      MT  (+/- 180 meters Scaled)
 EH1053
 EH1053                          SUPERSEDED SURVEY CONTROL
 EH1053
 EH1053  NGVD 29 (??/??/??)   53.137  (m)          174.33   (f) ADJUSTED    1 2
 EH1053
 EH1053.Superseded values are not recommended for survey control.
 EH1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1053.See file dsdata.txt to determine how the superseded data were derived.
 EH1053
 EH1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU563399(NAD 83)
 EH1053_MARKER: X = CHISELED CROSS
 EH1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1053_SP_SET: WELL
 EH1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1053
 EH1053  HISTORY     - Date     Condition        Report By
 EH1053  HISTORY     - UNK      MONUMENTED       CGS
 EH1053  HISTORY     - 1955     GOOD             CGS
 EH1053
 EH1053                          STATION DESCRIPTION
 EH1053
 EH1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1053'0.9 MI E FROM CLARENDON.
 EH1053'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 79 FROM THE ST. LOUIS
 EH1053'SOUTHWESTERN RAILWAY STATION AT CLARENDON THENCE ABOUT 0.2 MILE SOUTH,
 EH1053'AT AN IRRIGATION WELL, A CHISELED CROSS CUT ON THE TOP OF SOUTH SIDE
 EH1053'OF CAST IRON SUPPORT FOR BELT PULLEY OF WELL PUMP, 42 1/2 FEET EAST OF
 EH1053'A 36-INCH OAK TREE, 58 1/2 FEET EAST-NORTHEAST OF NORTH CORNER OF A
 EH1053'HOUSE AND 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1057 ***********************************************************************
 EH1057  DESIGNATION -  WELL 1 N 3 W 25 DBA
 EH1057  PID         -  EH1057
 EH1057  STATE/COUNTY-  AR/MONROE
 EH1057  USGS QUAD   -  CLARENDON (1968)
 EH1057
 EH1057                         *CURRENT SURVEY CONTROL
 EH1057  ___________________________________________________________________
 EH1057* NAD 83(1986)-  34 40 10.     (N)    091 16 12.     (W)     SCALED    
 EH1057* NAVD 88     -        56.092  (meters)     184.03   (feet)  ADJUSTED  
 EH1057  ___________________________________________________________________
 EH1057  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1057  DYNAMIC HT  -          56.039 (meters)     183.85  (feet)  COMP
 EH1057  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 EH1057
 EH1057  VERT ORDER  -  FIRST     CLASS II
 EH1057
 EH1057.The horizontal coordinates were scaled from a topographic map and have
 EH1057.an estimated accuracy of +/- 6 seconds.
 EH1057
 EH1057.The orthometric height was determined by differential leveling
 EH1057.and adjusted by the National Geodetic Survey in June 1991..
 EH1057
 EH1057.The geoid height was determined by GEOID03.
 EH1057
 EH1057.The dynamic height is computed by dividing the NAVD 88
 EH1057.geopotential number by the normal gravity value computed on the
 EH1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1057.degrees latitude (g = 980.6199 gals.).
 EH1057
 EH1057.The modeled gravity was interpolated from observed gravity values.
 EH1057
 EH1057;                    North         East    Units  Estimated Accuracy
 EH1057;SPC AR S     -   622,380.      466,910.      MT  (+/- 180 meters Scaled)
 EH1057
 EH1057                          SUPERSEDED SURVEY CONTROL
 EH1057
 EH1057  NGVD 29 (??/??/??)   56.112  (m)          184.09   (f) ADJUSTED    1 2
 EH1057
 EH1057.Superseded values are not recommended for survey control.
 EH1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1057.See file dsdata.txt to determine how the superseded data were derived.
 EH1057
 EH1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU585377(NAD 83)
 EH1057_MARKER: Z = SEE DESCRIPTION
 EH1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1057_SP_SET: CONCRETE BASE
 EH1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1057
 EH1057  HISTORY     - Date     Condition        Report By
 EH1057  HISTORY     - UNK      MONUMENTED       CGS
 EH1057  HISTORY     - 1956     GOOD             CGS
 EH1057
 EH1057                          STATION DESCRIPTION
 EH1057
 EH1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1057'2.75 MI SE FROM CLARENDON.
 EH1057'ABOUT 2.55 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EH1057'THE JUNCTION OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT CLARENDON,
 EH1057'THENCE ABOUT 0.2 MILE EAST ACROSS A CULTIVATED FIELD, IN AN OPEN
 EH1057'FIELD, AT AN IRRIGATION WELL, ON THE PROPERTY OF MR. JACK BEARD, THE
 EH1057'TOP OF THE SOUTHWEST CORNER OF CONCRETE BASE CAST AROUND WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2370 ***********************************************************************
 EH2370  DESIGNATION -  WELL 1 N 5 W 30 BBC 1
 EH2370  PID         -  EH2370
 EH2370  STATE/COUNTY-  AR/PRAIRIE
 EH2370  USGS QUAD   -  SLOVAK (1994)
 EH2370
 EH2370                         *CURRENT SURVEY CONTROL
 EH2370  ___________________________________________________________________
 EH2370* NAD 83(1986)-  34 40 54.     (N)    091 35 28.     (W)     SCALED    
 EH2370* NAVD 88     -        65.650  (meters)     215.39   (feet)  ADJUSTED  
 EH2370  ___________________________________________________________________
 EH2370  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH2370  DYNAMIC HT  -          65.588 (meters)     215.18  (feet)  COMP
 EH2370  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 EH2370
 EH2370  VERT ORDER  -  FIRST     CLASS II
 EH2370
 EH2370.The horizontal coordinates were scaled from a topographic map and have
 EH2370.an estimated accuracy of +/- 6 seconds.
 EH2370
 EH2370.The orthometric height was determined by differential leveling
 EH2370.and adjusted by the National Geodetic Survey in June 1991..
 EH2370
 EH2370.The geoid height was determined by GEOID03.
 EH2370
 EH2370.The dynamic height is computed by dividing the NAVD 88
 EH2370.geopotential number by the normal gravity value computed on the
 EH2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2370.degrees latitude (g = 980.6199 gals.).
 EH2370
 EH2370.The modeled gravity was interpolated from observed gravity values.
 EH2370
 EH2370;                    North         East    Units  Estimated Accuracy
 EH2370;SPC AR S     -   623,570.      437,470.      MT  (+/- 180 meters Scaled)
 EH2370
 EH2370                          SUPERSEDED SURVEY CONTROL
 EH2370
 EH2370  NGVD 29 (??/??/??)   65.671  (m)          215.46   (f) ADJUSTED    1 2
 EH2370
 EH2370.Superseded values are not recommended for survey control.
 EH2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2370.See file dsdata.txt to determine how the superseded data were derived.
 EH2370
 EH2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU290386(NAD 83)
 EH2370_MARKER: X = CHISELED CROSS
 EH2370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2370_SP_SET: WELL CASING
 EH2370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2370
 EH2370  HISTORY     - Date     Condition        Report By
 EH2370  HISTORY     - UNK      MONUMENTED       USGS
 EH2370  HISTORY     - 1954     GOOD             CGS
 EH2370
 EH2370                          STATION DESCRIPTION
 EH2370
 EH2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2370'3.3 MI N FROM SLOVAC.
 EH2370'1.0 MILE WEST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL AT
 EH2370'SLOVAC, THENCE 2.3 MILES NORTH ALONG A GRAVELED ROAD, 131 FEET EAST OF
 EH2370'THE CENTER LINE OF A NORTH AND SOUTH ROAD, A CHISELED CROSS ON THE TOP
 EH2370'OF THE SOUTH EDGE OF A 24 INCH IRRIGATION WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2380 ***********************************************************************
 EH2380  DESIGNATION -  WELL 1 N 5 W 6 BAB 1
 EH2380  PID         -  EH2380
 EH2380  STATE/COUNTY-  AR/PRAIRIE
 EH2380  USGS QUAD   -  SLOVAK (1994)
 EH2380
 EH2380                         *CURRENT SURVEY CONTROL
 EH2380  ___________________________________________________________________
 EH2380* NAD 83(1986)-  34 44 42.     (N)    091 35 05.     (W)     SCALED    
 EH2380* NAVD 88     -        68.504  (meters)     224.75   (feet)  ADJUSTED  
 EH2380  ___________________________________________________________________
 EH2380  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2380  DYNAMIC HT  -          68.440 (meters)     224.54  (feet)  COMP
 EH2380  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 EH2380
 EH2380  VERT ORDER  -  FIRST     CLASS II
 EH2380
 EH2380.The horizontal coordinates were scaled from a topographic map and have
 EH2380.an estimated accuracy of +/- 6 seconds.
 EH2380
 EH2380.The orthometric height was determined by differential leveling
 EH2380.and adjusted by the National Geodetic Survey in June 1991..
 EH2380
 EH2380.The geoid height was determined by GEOID03.
 EH2380
 EH2380.The dynamic height is computed by dividing the NAVD 88
 EH2380.geopotential number by the normal gravity value computed on the
 EH2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2380.degrees latitude (g = 980.6199 gals.).
 EH2380
 EH2380.The modeled gravity was interpolated from observed gravity values.
 EH2380
 EH2380;                    North         East    Units  Estimated Accuracy
 EH2380;SPC AR S     -   630,600.      438,030.      MT  (+/- 180 meters Scaled)
 EH2380
 EH2380                          SUPERSEDED SURVEY CONTROL
 EH2380
 EH2380  NGVD 29 (??/??/??)   68.522  (m)          224.81   (f) ADJUSTED    1 2
 EH2380
 EH2380.Superseded values are not recommended for survey control.
 EH2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2380.See file dsdata.txt to determine how the superseded data were derived.
 EH2380
 EH2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU295456(NAD 83)
 EH2380_MARKER: X = CHISELED CROSS
 EH2380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2380_SP_SET: WELL CASING
 EH2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2380
 EH2380  HISTORY     - Date     Condition        Report By
 EH2380  HISTORY     - UNK      MONUMENTED       USGS
 EH2380  HISTORY     - 1954     GOOD             CGS
 EH2380
 EH2380                          STATION DESCRIPTION
 EH2380
 EH2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2380'3.1 MI S FROM HAZEN.
 EH2380'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK ISLAND AND
 EH2380'PACIFIC RAILROAD STATION AT HAZEN, THENCE 2.3 MILES SOUTH ALONG A
 EH2380'GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, 130 FEET EAST
 EH2380'OF BENCH MARK K 14, 79 FEET EAST OF THE CENTER LINE OF AN OLD RAILROAD
 EH2380'FILL, 47 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 0.6
 EH2380'FOOT BELOW THE TOP OF AN 18 INCH IRRIGATION WELL CASING, ON THE NORTH
 EH2380'SIDE OF AN ANGLE IRON WHICH IS WELDED ON THE NORTH SIDE OF AN 18 INCH
 EH2380'IRRIGATION WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2376 ***********************************************************************
 EH2376  DESIGNATION -  WELL 1 N 5 W 7 BBC 1
 EH2376  PID         -  EH2376
 EH2376  STATE/COUNTY-  AR/PRAIRIE
 EH2376  USGS QUAD   -  SLOVAK (1994)
 EH2376
 EH2376                         *CURRENT SURVEY CONTROL
 EH2376  ___________________________________________________________________
 EH2376* NAD 83(1986)-  34 43 33.     (N)    091 35 23.     (W)     SCALED    
 EH2376* NAVD 88     -        65.341  (meters)     214.37   (feet)  ADJUSTED  
 EH2376  ___________________________________________________________________
 EH2376  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH2376  DYNAMIC HT  -          65.279 (meters)     214.17  (feet)  COMP
 EH2376  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 EH2376
 EH2376  VERT ORDER  -  FIRST     CLASS II
 EH2376
 EH2376.The horizontal coordinates were scaled from a topographic map and have
 EH2376.an estimated accuracy of +/- 6 seconds.
 EH2376
 EH2376.The orthometric height was determined by differential leveling
 EH2376.and adjusted by the National Geodetic Survey in June 1991..
 EH2376
 EH2376.The geoid height was determined by GEOID03.
 EH2376
 EH2376.The dynamic height is computed by dividing the NAVD 88
 EH2376.geopotential number by the normal gravity value computed on the
 EH2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2376.degrees latitude (g = 980.6199 gals.).
 EH2376
 EH2376.The modeled gravity was interpolated from observed gravity values.
 EH2376
 EH2376;                    North         East    Units  Estimated Accuracy
 EH2376;SPC AR S     -   628,470.      437,580.      MT  (+/- 180 meters Scaled)
 EH2376
 EH2376                          SUPERSEDED SURVEY CONTROL
 EH2376
 EH2376  NGVD 29 (??/??/??)   65.359  (m)          214.43   (f) ADJUSTED    1 2
 EH2376
 EH2376.Superseded values are not recommended for survey control.
 EH2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2376.See file dsdata.txt to determine how the superseded data were derived.
 EH2376
 EH2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU291435(NAD 83)
 EH2376_MARKER: Q = CHISELED SQUARE
 EH2376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2376_SP_SET: CONCRETE BASE
 EH2376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2376
 EH2376  HISTORY     - Date     Condition        Report By
 EH2376  HISTORY     - UNK      MONUMENTED       USGS
 EH2376  HISTORY     - 1954     GOOD             CGS
 EH2376
 EH2376                          STATION DESCRIPTION
 EH2376
 EH2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2376'4.0 MI S FROM HAZEN.
 EH2376'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK ISLAND AND
 EH2376'PACIFIC RAILROAD STATION AT HAZEN, THENCE 3.5 MILES SOUTH ALONG A
 EH2376'GRAVELED ROAD, 0.2 MILE SOUTH OF A JUNCTION WITH AN EAST AND WEST
 EH2376'ROAD, 93 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, ON
 EH2376'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE PUMP BASE OF AN 18
 EH2376'INCH IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1081 ***********************************************************************
 EH1081  DESIGNATION -  WELL 1 S 1 W 25 BCC
 EH1081  PID         -  EH1081
 EH1081  STATE/COUNTY-  AR/MONROE
 EH1081  USGS QUAD   -  PINE CITY (1971)
 EH1081
 EH1081                         *CURRENT SURVEY CONTROL
 EH1081  ___________________________________________________________________
 EH1081* NAD 83(1986)-  34 34 54.     (N)    091 04 00.     (W)     SCALED    
 EH1081* NAVD 88     -        54.751  (meters)     179.63   (feet)  ADJUSTED  
 EH1081  ___________________________________________________________________
 EH1081  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1081  DYNAMIC HT  -          54.699 (meters)     179.46  (feet)  COMP
 EH1081  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 EH1081
 EH1081  VERT ORDER  -  FIRST     CLASS II
 EH1081
 EH1081.The horizontal coordinates were scaled from a topographic map and have
 EH1081.an estimated accuracy of +/- 6 seconds.
 EH1081
 EH1081.The orthometric height was determined by differential leveling
 EH1081.and adjusted by the National Geodetic Survey in June 1991..
 EH1081
 EH1081.The geoid height was determined by GEOID03.
 EH1081
 EH1081.The dynamic height is computed by dividing the NAVD 88
 EH1081.geopotential number by the normal gravity value computed on the
 EH1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1081.degrees latitude (g = 980.6199 gals.).
 EH1081
 EH1081.The modeled gravity was interpolated from observed gravity values.
 EH1081
 EH1081;                    North         East    Units  Estimated Accuracy
 EH1081;SPC AR S     -   612,790.      485,630.      MT  (+/- 180 meters Scaled)
 EH1081
 EH1081                          SUPERSEDED SURVEY CONTROL
 EH1081
 EH1081  NGVD 29 (??/??/??)   54.780  (m)          179.72   (f) ADJUSTED    1 2
 EH1081
 EH1081.Superseded values are not recommended for survey control.
 EH1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1081.See file dsdata.txt to determine how the superseded data were derived.
 EH1081
 EH1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU773283(NAD 83)
 EH1081_MARKER: Z = SEE DESCRIPTION
 EH1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1081_SP_SET: PUMP BASE
 EH1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1081
 EH1081  HISTORY     - Date     Condition        Report By
 EH1081  HISTORY     - UNK      MONUMENTED       CGS
 EH1081  HISTORY     - 1956     GOOD             CGS
 EH1081
 EH1081                          STATION DESCRIPTION
 EH1081
 EH1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1081'0.6 MI NW FROM PALMER.
 EH1081'ABOUT 0.5 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE THE CROSSING OF
 EH1081'THE MISSOURI PACIFIC RAILROAD AT PALMER, THENCE ABOUT 165 YARDS EAST
 EH1081'ALONG A DITCH, ON THE NORTH SIDE OF A DITCH, A PAINT MARK ON THE
 EH1081'BOTTOM PART OF AN OPENING ON PUMP BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1065 ***********************************************************************
 EH1065  DESIGNATION -  WELL 1 S 2 W 2394 DCB
 EH1065  PID         -  EH1065
 EH1065  STATE/COUNTY-  AR/MONROE
 EH1065  USGS QUAD   -  HOLLY GROVE (1971)
 EH1065
 EH1065                         *CURRENT SURVEY CONTROL
 EH1065  ___________________________________________________________________
 EH1065* NAD 83(1986)-  34 36 04.     (N)    091 14 06.     (W)     SCALED    
 EH1065* NAVD 88     -        54.798  (meters)     179.78   (feet)  ADJUSTED  
 EH1065  ___________________________________________________________________
 EH1065  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH1065  DYNAMIC HT  -          54.746 (meters)     179.61  (feet)  COMP
 EH1065  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 EH1065
 EH1065  VERT ORDER  -  FIRST     CLASS II
 EH1065
 EH1065.The horizontal coordinates were scaled from a topographic map and have
 EH1065.an estimated accuracy of +/- 6 seconds.
 EH1065
 EH1065.The orthometric height was determined by differential leveling
 EH1065.and adjusted by the National Geodetic Survey in June 1991..
 EH1065
 EH1065.The geoid height was determined by GEOID03.
 EH1065
 EH1065.The dynamic height is computed by dividing the NAVD 88
 EH1065.geopotential number by the normal gravity value computed on the
 EH1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1065.degrees latitude (g = 980.6199 gals.).
 EH1065
 EH1065.The modeled gravity was interpolated from observed gravity values.
 EH1065
 EH1065;                    North         East    Units  Estimated Accuracy
 EH1065;SPC AR S     -   614,820.      470,170.      MT  (+/- 180 meters Scaled)
 EH1065
 EH1065                          SUPERSEDED SURVEY CONTROL
 EH1065
 EH1065  NGVD 29 (??/??/??)   54.820  (m)          179.86   (f) ADJUSTED    1 2
 EH1065
 EH1065.Superseded values are not recommended for survey control.
 EH1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1065.See file dsdata.txt to determine how the superseded data were derived.
 EH1065
 EH1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU618302(NAD 83)
 EH1065_MARKER: Z = SEE DESCRIPTION
 EH1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1065_SP_SET: WELL
 EH1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1065
 EH1065  HISTORY     - Date     Condition        Report By
 EH1065  HISTORY     - UNK      MONUMENTED       CGS
 EH1065  HISTORY     - 1956     GOOD             CGS
 EH1065
 EH1065                          STATION DESCRIPTION
 EH1065
 EH1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1065'2.05 MI NW FROM HOLLY GROVE.
 EH1065'ABOUT 2.05 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EH1065'THE STATION AT HOLLY GROVE, NEAR A FARM ROAD CROSSING, AT AN
 EH1065'IRRIGATION WELL, THE LINE DIRECTLY UNDER THE WORDS GEAR DRIVE ON NAME
 EH1065'PLATE ON WELL PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1196 ***********************************************************************
 EH1196  DESIGNATION -  WELL 1 S 4 W 1 DCA 1
 EH1196  PID         -  EH1196
 EH1196  STATE/COUNTY-  AR/MONROE
 EH1196  USGS QUAD   -  ROE (1968)
 EH1196
 EH1196                         *CURRENT SURVEY CONTROL
 EH1196  ___________________________________________________________________
 EH1196* NAD 83(1986)-  34 38 28.     (N)    091 22 48.     (W)     SCALED    
 EH1196* NAVD 88     -        65.747  (meters)     215.70   (feet)  ADJUSTED  
 EH1196  ___________________________________________________________________
 EH1196  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH1196  DYNAMIC HT  -          65.684 (meters)     215.50  (feet)  COMP
 EH1196  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 EH1196
 EH1196  VERT ORDER  -  FIRST     CLASS II
 EH1196
 EH1196.The horizontal coordinates were scaled from a topographic map and have
 EH1196.an estimated accuracy of +/- 6 seconds.
 EH1196
 EH1196.The orthometric height was determined by differential leveling
 EH1196.and adjusted by the National Geodetic Survey in June 1991..
 EH1196
 EH1196.The geoid height was determined by GEOID03.
 EH1196
 EH1196.The dynamic height is computed by dividing the NAVD 88
 EH1196.geopotential number by the normal gravity value computed on the
 EH1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1196.degrees latitude (g = 980.6199 gals.).
 EH1196
 EH1196.The modeled gravity was interpolated from observed gravity values.
 EH1196
 EH1196;                    North         East    Units  Estimated Accuracy
 EH1196;SPC AR S     -   619,170.      456,840.      MT  (+/- 180 meters Scaled)
 EH1196
 EH1196                          SUPERSEDED SURVEY CONTROL
 EH1196
 EH1196  NGVD 29 (??/??/??)   65.771  (m)          215.78   (f) ADJUSTED    1 2
 EH1196
 EH1196.Superseded values are not recommended for survey control.
 EH1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1196.See file dsdata.txt to determine how the superseded data were derived.
 EH1196
 EH1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU484344(NAD 83)
 EH1196_MARKER: Q = CHISELED SQUARE
 EH1196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1196_SP_SET: WELL CASING
 EH1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1196
 EH1196  HISTORY     - Date     Condition        Report By
 EH1196  HISTORY     - UNK      MONUMENTED       CGS
 EH1196  HISTORY     - 1955     GOOD             CGS
 EH1196
 EH1196                          STATION DESCRIPTION
 EH1196
 EH1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1196'1.05 MI NE FROM ROE.
 EH1196'ABOUT 0.75 MILE NORTHEAST AND NORTH ALONG U.S. HIGHWAY 79 FROM THE
 EH1196'MAIN CROSSROAD AT ROE, THENCE ABOUT 0.3 MILE EAST ALONG A PRIVATE
 EH1196'FIELD ROAD, IN AN OPEN FIELD AND ABOUT 0.1 MILE NORTH OF A POND, AT AN
 EH1196'IRRIGATION WELL ON PROPERTY OF JOHN CRUGER.  THE MARK LEVELED TO IS
 EH1196'THE TOP OF THE EST CORNER OF A 6 INCH PLATE CUT TOP AND TWO SIDES AND
 EH1196'BENT BACK ON SOUTH SIDE OF PUMP ALLOWING INSPECTION OF WELL CASING (A
 EH1196'CHISELED ARROW CUT IN BASE OF PUMP POINTS TO POINT LEVELED TO) AND
 EH1196'ABOUT 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1193 ***********************************************************************
 EH1193  DESIGNATION -  WELL 1 S 4 W 14 BAA
 EH1193  PID         -  EH1193
 EH1193  STATE/COUNTY-  AR/MONROE
 EH1193  USGS QUAD   -  ULM (1968)
 EH1193
 EH1193                         *CURRENT SURVEY CONTROL
 EH1193  ___________________________________________________________________
 EH1193* NAD 83(1986)-  34 37 20.     (N)    091 24 21.     (W)     SCALED    
 EH1193* NAVD 88     -        63.896  (meters)     209.63   (feet)  ADJUSTED  
 EH1193  ___________________________________________________________________
 EH1193  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH1193  DYNAMIC HT  -          63.835 (meters)     209.43  (feet)  COMP
 EH1193  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 EH1193
 EH1193  VERT ORDER  -  FIRST     CLASS II
 EH1193
 EH1193.The horizontal coordinates were scaled from a topographic map and have
 EH1193.an estimated accuracy of +/- 6 seconds.
 EH1193
 EH1193.The orthometric height was determined by differential leveling
 EH1193.and adjusted by the National Geodetic Survey in June 1991..
 EH1193
 EH1193.The geoid height was determined by GEOID03.
 EH1193
 EH1193.The dynamic height is computed by dividing the NAVD 88
 EH1193.geopotential number by the normal gravity value computed on the
 EH1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1193.degrees latitude (g = 980.6199 gals.).
 EH1193
 EH1193.The modeled gravity was interpolated from observed gravity values.
 EH1193
 EH1193;                    North         East    Units  Estimated Accuracy
 EH1193;SPC AR S     -   617,060.      454,490.      MT  (+/- 180 meters Scaled)
 EH1193
 EH1193                          SUPERSEDED SURVEY CONTROL
 EH1193
 EH1193  NGVD 29 (??/??/??)   63.921  (m)          209.71   (f) ADJUSTED    1 2
 EH1193
 EH1193.Superseded values are not recommended for survey control.
 EH1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1193.See file dsdata.txt to determine how the superseded data were derived.
 EH1193
 EH1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU461323(NAD 83)
 EH1193_MARKER: X = CHISELED CROSS
 EH1193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1193
 EH1193  HISTORY     - Date     Condition        Report By
 EH1193  HISTORY     - UNK      MONUMENTED       CGS
 EH1193  HISTORY     - 1955     GOOD             CGS
 EH1193
 EH1193                          STATION DESCRIPTION
 EH1193
 EH1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1193'1.25 MI SW FROM ROE.
 EH1193'ABOUT 0.8 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EH1193'THE STATION SIGN AT ROE, THENCE ABOUT 0.45 MILE WEST ALONG A GRAVEL
 EH1193'ROAD, AT AN IRRIGATION WELL ON PROPERTY OF GERALD GRAY, 87 FEET SOUTH
 EH1193'OF CENTER LINE OF GRAVEL ROAD, 1/2 FOOT EAST OF EAST FACE OF PUMP
 EH1193'BASE, AND IS A SMALL CROSS CHISELED ON THE HIGH POINT OF A 2-INCH PIPE
 EH1193'DRIVEN IN GROUND AT ABOUT A 30 DEGREE ANGLE ON EAST SIDE OF WELL PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1188 ***********************************************************************
 EH1188  DESIGNATION -  WELL 1 S 4 W 21 DAD
 EH1188  PID         -  EH1188
 EH1188  STATE/COUNTY-  AR/PRAIRIE
 EH1188  USGS QUAD   -  ULM (1968)
 EH1188
 EH1188                         *CURRENT SURVEY CONTROL
 EH1188  ___________________________________________________________________
 EH1188* NAD 83(1986)-  34 35 51.     (N)    091 25 52.     (W)     SCALED    
 EH1188* NAVD 88     -        63.655  (meters)     208.84   (feet)  ADJUSTED  
 EH1188  ___________________________________________________________________
 EH1188  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH1188  DYNAMIC HT  -          63.595 (meters)     208.64  (feet)  COMP
 EH1188  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 EH1188
 EH1188  VERT ORDER  -  FIRST     CLASS II
 EH1188
 EH1188.The horizontal coordinates were scaled from a topographic map and have
 EH1188.an estimated accuracy of +/- 6 seconds.
 EH1188
 EH1188.The orthometric height was determined by differential leveling
 EH1188.and adjusted by the National Geodetic Survey in June 1991..
 EH1188
 EH1188.The geoid height was determined by GEOID03.
 EH1188
 EH1188.The dynamic height is computed by dividing the NAVD 88
 EH1188.geopotential number by the normal gravity value computed on the
 EH1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1188.degrees latitude (g = 980.6199 gals.).
 EH1188
 EH1188.The modeled gravity was interpolated from observed gravity values.
 EH1188
 EH1188;                    North         East    Units  Estimated Accuracy
 EH1188;SPC AR S     -   614,300.      452,180.      MT  (+/- 180 meters Scaled)
 EH1188
 EH1188                          SUPERSEDED SURVEY CONTROL
 EH1188
 EH1188  NGVD 29 (??/??/??)   63.680  (m)          208.92   (f) ADJUSTED    1 2
 EH1188
 EH1188.Superseded values are not recommended for survey control.
 EH1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1188.See file dsdata.txt to determine how the superseded data were derived.
 EH1188
 EH1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU438295(NAD 83)
 EH1188_MARKER: X = CHISELED CROSS
 EH1188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1188
 EH1188  HISTORY     - Date     Condition        Report By
 EH1188  HISTORY     - UNK      MONUMENTED       CGS
 EH1188  HISTORY     - 1955     GOOD             CGS
 EH1188
 EH1188                          STATION DESCRIPTION
 EH1188
 EH1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1188'2.25 MI NE FROM ULM.
 EH1188'ABOUT 2.25 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1188'FROM THE STATION SIGN AT ULM, ON THE NORTHWEST SIDE OF U.S. HIGHWAY
 EH1188'79, AT AN IRRIGATION WELL, A DIM CHISELED CROSS ON THE TOP OF
 EH1188'DISCHARGE PIPE AND NEAR THE FACE OF BUILDING AROUND WELL AND PUMP
 EH1188'(CROSS ON OUTSIDE OF BUILDING).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2360 ***********************************************************************
 EH2360  DESIGNATION -  WELL 1 S 5 W 20 ABB 1
 EH2360  PID         -  EH2360
 EH2360  STATE/COUNTY-  AR/PRAIRIE
 EH2360  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2360
 EH2360                         *CURRENT SURVEY CONTROL
 EH2360  ___________________________________________________________________
 EH2360* NAD 83(1986)-  34 36 39.     (N)    091 33 52.     (W)     SCALED    
 EH2360* NAVD 88     -        66.555  (meters)     218.36   (feet)  ADJUSTED  
 EH2360  ___________________________________________________________________
 EH2360  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EH2360  DYNAMIC HT  -          66.491 (meters)     218.15  (feet)  COMP
 EH2360  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 EH2360
 EH2360  VERT ORDER  -  FIRST     CLASS II
 EH2360
 EH2360.This mark is at Stuttgart Airport (SGT)
 EH2360
 EH2360.The horizontal coordinates were scaled from a topographic map and have
 EH2360.an estimated accuracy of +/- 6 seconds.
 EH2360
 EH2360.The orthometric height was determined by differential leveling
 EH2360.and adjusted by the National Geodetic Survey in June 1991..
 EH2360
 EH2360.The geoid height was determined by GEOID03.
 EH2360
 EH2360.The dynamic height is computed by dividing the NAVD 88
 EH2360.geopotential number by the normal gravity value computed on the
 EH2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2360.degrees latitude (g = 980.6199 gals.).
 EH2360
 EH2360.The modeled gravity was interpolated from observed gravity values.
 EH2360
 EH2360;                    North         East    Units  Estimated Accuracy
 EH2360;SPC AR S     -   615,720.      439,950.      MT  (+/- 180 meters Scaled)
 EH2360
 EH2360                          SUPERSEDED SURVEY CONTROL
 EH2360
 EH2360  NGVD 29 (??/??/??)   66.579  (m)          218.43   (f) ADJUSTED    1 2
 EH2360
 EH2360.Superseded values are not recommended for survey control.
 EH2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2360.See file dsdata.txt to determine how the superseded data were derived.
 EH2360
 EH2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU316308(NAD 83)
 EH2360_MARKER: Q = CHISELED SQUARE
 EH2360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2360_SP_SET: CONCRETE PLATFORM
 EH2360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2360
 EH2360  HISTORY     - Date     Condition        Report By
 EH2360  HISTORY     - UNK      MONUMENTED       USGS
 EH2360  HISTORY     - 1954     GOOD             CGS
 EH2360
 EH2360                          STATION DESCRIPTION
 EH2360
 EH2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2360'4.0 MI S FROM SLOVAC.
 EH2360'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE PAROCHIAL SCHOOL
 EH2360'AT SLOVAC, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 11, THENCE 0.5
 EH2360'MILE WEST ALONG A GRAVELED ROAD, AT THE NORTH EDGE OF THE STUTTGART
 EH2360'AIRPORT, 42 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, A
 EH2360'CHISELED SQUARE IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 EH2360'PLATFORM AROUND AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2355 ***********************************************************************
 EH2355  DESIGNATION -  WELL 1 S 5 W 32 BAC 1
 EH2355  PID         -  EH2355
 EH2355  STATE/COUNTY-  AR/PRAIRIE
 EH2355  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2355
 EH2355                         *CURRENT SURVEY CONTROL
 EH2355  ___________________________________________________________________
 EH2355* NAD 83(1986)-  34 34 43.     (N)    091 34 13.     (W)     SCALED    
 EH2355* NAVD 88     -        68.128  (meters)     223.52   (feet)  ADJUSTED  
 EH2355  ___________________________________________________________________
 EH2355  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EH2355  DYNAMIC HT  -          68.063 (meters)     223.30  (feet)  COMP
 EH2355  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 EH2355
 EH2355  VERT ORDER  -  FIRST     CLASS II
 EH2355
 EH2355.The horizontal coordinates were scaled from a topographic map and have
 EH2355.an estimated accuracy of +/- 6 seconds.
 EH2355
 EH2355.The orthometric height was determined by differential leveling
 EH2355.and adjusted by the National Geodetic Survey in June 1991..
 EH2355
 EH2355.The geoid height was determined by GEOID03.
 EH2355
 EH2355.The dynamic height is computed by dividing the NAVD 88
 EH2355.geopotential number by the normal gravity value computed on the
 EH2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2355.degrees latitude (g = 980.6199 gals.).
 EH2355
 EH2355.The modeled gravity was interpolated from observed gravity values.
 EH2355
 EH2355;                    North         East    Units  Estimated Accuracy
 EH2355;SPC AR S     -   612,150.      439,430.      MT  (+/- 180 meters Scaled)
 EH2355
 EH2355                          SUPERSEDED SURVEY CONTROL
 EH2355
 EH2355  NGVD 29 (??/??/??)   68.152  (m)          223.60   (f) ADJUSTED    1 2
 EH2355
 EH2355.Superseded values are not recommended for survey control.
 EH2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2355.See file dsdata.txt to determine how the superseded data were derived.
 EH2355
 EH2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311272(NAD 83)
 EH2355_MARKER: X = CHISELED CROSS
 EH2355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2355_SP_SET: WELL CASING
 EH2355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2355
 EH2355  HISTORY     - Date     Condition        Report By
 EH2355  HISTORY     - UNK      MONUMENTED       USGS
 EH2355  HISTORY     - 1954     GOOD             CGS
 EH2355
 EH2355                          STATION DESCRIPTION
 EH2355
 EH2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2355'6.7 MI N FROM STUTTGART.
 EH2355'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2355'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2355'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2355'ALONG STATE HIGHWAYS 11 AND 30, THENCE 3.0 MILES NORTH ALONG STATE
 EH2355'HIGHWAY 11, THENCE 0.7 MILE WEST LAONG A DIRT ROAD, THENCE 0.2 MILE
 EH2355'SOUTH ACROSS A FIELD, ON THE WEST EDGE OF AN 18 INCH IRRIGATION WELL
 EH2355'CASING, ON THE TOP OF THE NORTHWEST CORNER OF A 6 INCH PART OF THE
 EH2355'CASING WHICH HAS BEEN CUT AND BENT OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2351 ***********************************************************************
 EH2351  DESIGNATION -  WELL 1 S 5 W 32 CCD 1
 EH2351  PID         -  EH2351
 EH2351  STATE/COUNTY-  AR/PRAIRIE
 EH2351  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2351
 EH2351                         *CURRENT SURVEY CONTROL
 EH2351  ___________________________________________________________________
 EH2351* NAD 83(1986)-  34 34 06.     (N)    091 34 15.     (W)     SCALED    
 EH2351* NAVD 88     -        68.201  (meters)     223.76   (feet)  ADJUSTED  
 EH2351  ___________________________________________________________________
 EH2351  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EH2351  DYNAMIC HT  -          68.136 (meters)     223.54  (feet)  COMP
 EH2351  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 EH2351
 EH2351  VERT ORDER  -  FIRST     CLASS II
 EH2351
 EH2351.The horizontal coordinates were scaled from a topographic map and have
 EH2351.an estimated accuracy of +/- 6 seconds.
 EH2351
 EH2351.The orthometric height was determined by differential leveling
 EH2351.and adjusted by the National Geodetic Survey in June 1991..
 EH2351
 EH2351.The geoid height was determined by GEOID03.
 EH2351
 EH2351.The dynamic height is computed by dividing the NAVD 88
 EH2351.geopotential number by the normal gravity value computed on the
 EH2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2351.degrees latitude (g = 980.6199 gals.).
 EH2351
 EH2351.The modeled gravity was interpolated from observed gravity values.
 EH2351
 EH2351;                    North         East    Units  Estimated Accuracy
 EH2351;SPC AR S     -   611,010.      439,380.      MT  (+/- 180 meters Scaled)
 EH2351
 EH2351                          SUPERSEDED SURVEY CONTROL
 EH2351
 EH2351  NGVD 29 (??/??/??)   68.227  (m)          223.84   (f) ADJUSTED    1 2
 EH2351
 EH2351.Superseded values are not recommended for survey control.
 EH2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2351.See file dsdata.txt to determine how the superseded data were derived.
 EH2351
 EH2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311261(NAD 83)
 EH2351_MARKER: X = CHISELED CROSS
 EH2351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2351_SP_SET: WELL CASING
 EH2351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2351
 EH2351  HISTORY     - Date     Condition        Report By
 EH2351  HISTORY     - UNK      MONUMENTED       USGS
 EH2351  HISTORY     - 1954     GOOD             CGS
 EH2351
 EH2351                          STATION DESCRIPTION
 EH2351
 EH2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2351'5.6 MI N FROM STUTTGART.
 EH2351'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2351'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2351'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2351'ALONG STATE HIGHWAYS 11 AND 30, THENCE 2.0 MILES NORTH ALONG STATE
 EH2351'HIGHWAY 11, THENCE 0.8 MILE WEST ALONG A COUNTY LINE ROAD, 0.15 MILE
 EH2351'NORTHWEST OF A FARMHOUSE, 0.1 MILE NORTH OF AN EAST AND WEST ROAD, A
 EH2351'CHISELED CROSS ON THE TOP OF AN ANGLE IRON WHICH IS WELDED TO THE
 EH2351'NORTH SIDE OF AN 18 INCH IRRIGATION WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0658 ***********************************************************************
 FF0658  DESIGNATION -  WELL 10 N 1 E 34 BAB
 FF0658  PID         -  FF0658
 FF0658  STATE/COUNTY-  AR/POINSETT
 FF0658  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0658
 FF0658                         *CURRENT SURVEY CONTROL
 FF0658  ___________________________________________________________________
 FF0658* NAD 83(1986)-  35 27 23.     (N)    090 58 45.     (W)     SCALED    
 FF0658* NAVD 88     -        71.086  (meters)     233.22   (feet)  ADJUSTED  
 FF0658  ___________________________________________________________________
 FF0658  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF0658  DYNAMIC HT  -          71.023 (meters)     233.01  (feet)  COMP
 FF0658  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 FF0658
 FF0658  VERT ORDER  -  FIRST     CLASS II
 FF0658
 FF0658.The horizontal coordinates were scaled from a topographic map and have
 FF0658.an estimated accuracy of +/- 6 seconds.
 FF0658
 FF0658.The orthometric height was determined by differential leveling
 FF0658.and adjusted by the National Geodetic Survey in June 1991..
 FF0658
 FF0658.The geoid height was determined by GEOID03.
 FF0658
 FF0658.The dynamic height is computed by dividing the NAVD 88
 FF0658.geopotential number by the normal gravity value computed on the
 FF0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0658.degrees latitude (g = 980.6199 gals.).
 FF0658
 FF0658.The modeled gravity was interpolated from observed gravity values.
 FF0658
 FF0658;                    North         East    Units  Estimated Accuracy
 FF0658;SPC AR N     -   125,070.      492,660.      MT  (+/- 180 meters Scaled)
 FF0658
 FF0658                          SUPERSEDED SURVEY CONTROL
 FF0658
 FF0658  NGVD 29 (??/??/??)   71.037  (m)          233.06   (f) ADJUSTED    1 2
 FF0658
 FF0658.Superseded values are not recommended for survey control.
 FF0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0658.See file dsdata.txt to determine how the superseded data were derived.
 FF0658
 FF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV833255(NAD 83)
 FF0658_MARKER: Z = SEE DESCRIPTION
 FF0658_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0658_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0658
 FF0658  HISTORY     - Date     Condition        Report By
 FF0658  HISTORY     - UNK      MONUMENTED       CGS
 FF0658  HISTORY     - 1956     GOOD             CGS
 FF0658
 FF0658                          STATION DESCRIPTION
 FF0658
 FF0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0658'2.7 MI S FROM FISHER.
 FF0658'ABOUT 2.5 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0658'FROM THE STATION AT FISHER, THENCE ABOUT 0.2 MILE EAST ALONG
 FF0658'A DIRT ROAD, ABOUT 43 YARDS SOUTH OF DIRT ROAD, AT AN IRRIGATION
 FF0658'WELL, THE INSIDE EDGE OF THE END OF DISCHARGE PIPE, 13 FEET
 FF0658'NORTH OF WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0656 ***********************************************************************
 FF0656  DESIGNATION -  WELL 10 N 1 E 34 CBB
 FF0656  PID         -  FF0656
 FF0656  STATE/COUNTY-  AR/POINSETT
 FF0656  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0656
 FF0656                         *CURRENT SURVEY CONTROL
 FF0656  ___________________________________________________________________
 FF0656* NAD 83(1986)-  35 26 55.     (N)    090 59 02.     (W)     SCALED    
 FF0656* NAVD 88     -        70.407  (meters)     230.99   (feet)  ADJUSTED  
 FF0656  ___________________________________________________________________
 FF0656  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FF0656  DYNAMIC HT  -          70.345 (meters)     230.79  (feet)  COMP
 FF0656  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 FF0656
 FF0656  VERT ORDER  -  FIRST     CLASS II
 FF0656
 FF0656.The horizontal coordinates were scaled from a topographic map and have
 FF0656.an estimated accuracy of +/- 6 seconds.
 FF0656
 FF0656.The orthometric height was determined by differential leveling
 FF0656.and adjusted by the National Geodetic Survey in June 1991..
 FF0656
 FF0656.The geoid height was determined by GEOID03.
 FF0656
 FF0656.The dynamic height is computed by dividing the NAVD 88
 FF0656.geopotential number by the normal gravity value computed on the
 FF0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0656.degrees latitude (g = 980.6199 gals.).
 FF0656
 FF0656.The modeled gravity was interpolated from observed gravity values.
 FF0656
 FF0656;                    North         East    Units  Estimated Accuracy
 FF0656;SPC AR N     -   124,210.      492,240.      MT  (+/- 180 meters Scaled)
 FF0656
 FF0656                          SUPERSEDED SURVEY CONTROL
 FF0656
 FF0656  NGVD 29 (??/??/??)   70.358  (m)          230.83   (f) ADJUSTED    1 2
 FF0656
 FF0656.Superseded values are not recommended for survey control.
 FF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0656.See file dsdata.txt to determine how the superseded data were derived.
 FF0656
 FF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV829246(NAD 83)
 FF0656_MARKER: Z = SEE DESCRIPTION
 FF0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0656_SP_SET: WELL CASING
 FF0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0656
 FF0656  HISTORY     - Date     Condition        Report By
 FF0656  HISTORY     - UNK      MONUMENTED       CGS
 FF0656  HISTORY     - 1956     GOOD             CGS
 FF0656
 FF0656                          STATION DESCRIPTION
 FF0656
 FF0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0656'3 MI S FROM FISHER.
 FF0656'ABOUT 3.05 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0656'FROM THE STATION AT FISHER, ACROSS STATE HIGHWAY 39 FROM TELEPHONE
 FF0656'POLE NO. 158/06, ABOUT 16 YARDS NORTHWEST OF A SMALL FARM HOUSE,
 FF0656'40 FEET EAST OF CENTER LINE OF HIGHWAY, AT AN IRRIGATION WELL
 FF0656'WHICH IS INSIDE A TIN COVERED BUILDING AND IS THE TOP OF WELL
 FF0656'CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0668 ***********************************************************************
 FF0668  DESIGNATION -  WELL 10 N 3 E 13 BCC
 FF0668  PID         -  FF0668
 FF0668  STATE/COUNTY-  AR/POINSETT
 FF0668  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0668
 FF0668                         *CURRENT SURVEY CONTROL
 FF0668  ___________________________________________________________________
 FF0668* NAD 83(1986)-  35 29 42.     (N)    090 43 56.     (W)     SCALED    
 FF0668* NAVD 88     -        83.204  (meters)     272.98   (feet)  ADJUSTED  
 FF0668  ___________________________________________________________________
 FF0668  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0668  DYNAMIC HT  -          83.130 (meters)     272.74  (feet)  COMP
 FF0668  MODELED GRAV-     979,745.0   (mgal)                       NAVD 88
 FF0668
 FF0668  VERT ORDER  -  FIRST     CLASS II
 FF0668
 FF0668.The horizontal coordinates were scaled from a topographic map and have
 FF0668.an estimated accuracy of +/- 6 seconds.
 FF0668
 FF0668.The orthometric height was determined by differential leveling
 FF0668.and adjusted by the National Geodetic Survey in June 1991..
 FF0668
 FF0668.The geoid height was determined by GEOID03.
 FF0668
 FF0668.The dynamic height is computed by dividing the NAVD 88
 FF0668.geopotential number by the normal gravity value computed on the
 FF0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0668.degrees latitude (g = 980.6199 gals.).
 FF0668
 FF0668.The modeled gravity was interpolated from observed gravity values.
 FF0668
 FF0668;                    North         East    Units  Estimated Accuracy
 FF0668;SPC AR N     -   129,620.      515,020.      MT  (+/- 180 meters Scaled)
 FF0668
 FF0668                          SUPERSEDED SURVEY CONTROL
 FF0668
 FF0668  NGVD 29 (??/??/??)   83.151  (m)          272.80   (f) ADJUSTED    1 2
 FF0668
 FF0668.Superseded values are not recommended for survey control.
 FF0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0668.See file dsdata.txt to determine how the superseded data were derived.
 FF0668
 FF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV057303(NAD 83)
 FF0668_MARKER: Z = SEE DESCRIPTION
 FF0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0668_SP_SET: WELL CASING
 FF0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0668
 FF0668  HISTORY     - Date     Condition        Report By
 FF0668  HISTORY     - UNK      MONUMENTED       CGS
 FF0668  HISTORY     - 1956     GOOD             CGS
 FF0668
 FF0668                          STATION DESCRIPTION
 FF0668
 FF0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0668'1.2 MI N FROM WHITEHALL.
 FF0668'ABOUT 1.15 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0668'THE ROAD CROSSING AND STATION SIGN AT WHITEHALL, WEST AND ACROSS
 FF0668'TRACK AND STATE HIGHWAY 1 FROM TELEPHONE POLE NO. 261/12, 70 FEET
 FF0668'WEST OF CENTER LINE OF HIGHWAY, AT AN IRRIGATION WELL AND IS
 FF0668'TOP OF SOUTH SIDE OF WELL CASING ABOUT 6 INCHES ABOVE GROUND.
 FF0668'POINT LEVELED TO IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0112 ***********************************************************************
 FF0112  DESIGNATION -  WELL 10 N 7 E 22 ADD 1
 FF0112  PID         -  FF0112
 FF0112  STATE/COUNTY-  AR/POINSETT
 FF0112  USGS QUAD   -  TYRONZA (1974)
 FF0112
 FF0112                         *CURRENT SURVEY CONTROL
 FF0112  ___________________________________________________________________
 FF0112* NAD 83(1986)-  35 28 41.     (N)    090 19 24.     (W)     SCALED    
 FF0112* NAVD 88     -        67.184  (meters)     220.42   (feet)  ADJUSTED  
 FF0112  ___________________________________________________________________
 FF0112  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FF0112  DYNAMIC HT  -          67.125 (meters)     220.23  (feet)  COMP
 FF0112  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 FF0112
 FF0112  VERT ORDER  -  FIRST     CLASS II
 FF0112
 FF0112.The horizontal coordinates were scaled from a topographic map and have
 FF0112.an estimated accuracy of +/- 6 seconds.
 FF0112
 FF0112.The orthometric height was determined by differential leveling
 FF0112.and adjusted by the National Geodetic Survey in June 1991..
 FF0112
 FF0112.The geoid height was determined by GEOID03.
 FF0112
 FF0112.The dynamic height is computed by dividing the NAVD 88
 FF0112.geopotential number by the normal gravity value computed on the
 FF0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0112.degrees latitude (g = 980.6199 gals.).
 FF0112
 FF0112.The modeled gravity was interpolated from observed gravity values.
 FF0112
 FF0112;                    North         East    Units  Estimated Accuracy
 FF0112;SPC AR N     -   128,290.      552,150.      MT  (+/- 180 meters Scaled)
 FF0112
 FF0112                          SUPERSEDED SURVEY CONTROL
 FF0112
 FF0112  NGVD 29 (??/??/??)   67.124  (m)          220.22   (f) ADJUSTED    1 2
 FF0112
 FF0112.Superseded values are not recommended for survey control.
 FF0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0112.See file dsdata.txt to determine how the superseded data were derived.
 FF0112
 FF0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV428293(NAD 83)
 FF0112_MARKER: B = BOLT
 FF0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0112_SP_SET: PUMP BASE
 FF0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0112
 FF0112  HISTORY     - Date     Condition        Report By
 FF0112  HISTORY     - UNK      MONUMENTED       CGS
 FF0112  HISTORY     - 1956     GOOD             CGS
 FF0112
 FF0112                          STATION DESCRIPTION
 FF0112
 FF0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0112'2.4 MI SE FROM TYRONZA.
 FF0112'1.85 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0112'FROM THE STATION AT TYRONZA, THENCE ABOUT 0.55 MILE NORTHEAST
 FF0112'ALONG STATE HIGHWAY 135, ON THE OUTSIDE AND AT SOUTHWEST END OF A
 FF0112'CURVE IN HIGHWAY WITH TANGENTS EXTENDING SOUTHWEST AND NORTH,
 FF0112'AT AN IRRIGATION WELL, 55 1/2 FEET SOUTHEAST OF CENTER LINE OF
 FF0112'HIGHWAY, THE TOP OF THE BASE OF PUMP ON TOP OF THE WEST ANCHOR
 FF0112'BOLT HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0910 ***********************************************************************
 FF0910  DESIGNATION -  WELL 11 N 2 E 27 ABB
 FF0910  PID         -  FF0910
 FF0910  STATE/COUNTY-  AR/POINSETT
 FF0910  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0910
 FF0910                         *CURRENT SURVEY CONTROL
 FF0910  ___________________________________________________________________
 FF0910* NAD 83(1986)-  35 33 53.     (N)    090 52 12.     (W)     SCALED    
 FF0910* NAVD 88     -        74.939  (meters)     245.86   (feet)  ADJUSTED  
 FF0910  ___________________________________________________________________
 FF0910  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0910  DYNAMIC HT  -          74.873 (meters)     245.65  (feet)  COMP
 FF0910  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 FF0910
 FF0910  VERT ORDER  -  FIRST     CLASS II
 FF0910
 FF0910.The horizontal coordinates were scaled from a topographic map and have
 FF0910.an estimated accuracy of +/- 6 seconds.
 FF0910
 FF0910.The orthometric height was determined by differential leveling
 FF0910.and adjusted by the National Geodetic Survey in June 1991..
 FF0910
 FF0910.The geoid height was determined by GEOID03.
 FF0910
 FF0910.The dynamic height is computed by dividing the NAVD 88
 FF0910.geopotential number by the normal gravity value computed on the
 FF0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0910.degrees latitude (g = 980.6199 gals.).
 FF0910
 FF0910.The modeled gravity was interpolated from observed gravity values.
 FF0910
 FF0910;                    North         East    Units  Estimated Accuracy
 FF0910;SPC AR N     -   137,200.      502,430.      MT  (+/- 180 meters Scaled)
 FF0910
 FF0910                          SUPERSEDED SURVEY CONTROL
 FF0910
 FF0910  NGVD 29 (??/??/??)   74.882  (m)          245.68   (f) ADJUSTED    1 2
 FF0910
 FF0910.Superseded values are not recommended for survey control.
 FF0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0910.See file dsdata.txt to determine how the superseded data were derived.
 FF0910
 FF0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV930377(NAD 83)
 FF0910_MARKER: Z = SEE DESCRIPTION
 FF0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0910
 FF0910  HISTORY     - Date     Condition        Report By
 FF0910  HISTORY     - UNK      MONUMENTED       CGS
 FF0910  HISTORY     - 1956     GOOD             CGS
 FF0910
 FF0910                          STATION DESCRIPTION
 FF0910
 FF0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0910'3.3 MI E FROM WALDENBURG.
 FF0910'3.3 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0910'STATE HIGHWAY 39 AT WALDENBURG, ABOUT 0.3 MILE EAST OF A GRAVEL
 FF0910'ROAD NORTH, ABOUT 47 YARDS SOUTH OF HIGHWAY, 12 YARDS SOUTHEAST
 FF0910'OF A 12-INCH OAK TREE, AT AN IRRIGATION WELL, THE TOP OF THE END
 FF0910'OF DISCHARGE PIPE AND 8 FEET SOUTH-SOUTHWEST OF CENTER OF PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0913 ***********************************************************************
 FF0913  DESIGNATION -  WELL 11 N 2 E 29 ABB
 FF0913  PID         -  FF0913
 FF0913  STATE/COUNTY-  AR/POINSETT
 FF0913  USGS QUAD   -  WEINER (1980)
 FF0913
 FF0913                         *CURRENT SURVEY CONTROL
 FF0913  ___________________________________________________________________
 FF0913* NAD 83(1986)-  35 33 51.     (N)    090 54 06.     (W)     SCALED    
 FF0913* NAVD 88     -        73.733  (meters)     241.91   (feet)  ADJUSTED  
 FF0913  ___________________________________________________________________
 FF0913  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF0913  DYNAMIC HT  -          73.669 (meters)     241.70  (feet)  COMP
 FF0913  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 FF0913
 FF0913  VERT ORDER  -  FIRST     CLASS II
 FF0913
 FF0913.The horizontal coordinates were scaled from a topographic map and have
 FF0913.an estimated accuracy of +/- 6 seconds.
 FF0913
 FF0913.The orthometric height was determined by differential leveling
 FF0913.and adjusted by the National Geodetic Survey in June 1991..
 FF0913
 FF0913.The geoid height was determined by GEOID03.
 FF0913
 FF0913.The dynamic height is computed by dividing the NAVD 88
 FF0913.geopotential number by the normal gravity value computed on the
 FF0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0913.degrees latitude (g = 980.6199 gals.).
 FF0913
 FF0913.The modeled gravity was interpolated from observed gravity values.
 FF0913
 FF0913;                    North         East    Units  Estimated Accuracy
 FF0913;SPC AR N     -   137,110.      499,560.      MT  (+/- 180 meters Scaled)
 FF0913
 FF0913                          SUPERSEDED SURVEY CONTROL
 FF0913
 FF0913  NGVD 29 (??/??/??)   73.676  (m)          241.72   (f) ADJUSTED    1 2
 FF0913
 FF0913.Superseded values are not recommended for survey control.
 FF0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0913.See file dsdata.txt to determine how the superseded data were derived.
 FF0913
 FF0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV901376(NAD 83)
 FF0913_MARKER: Z = SEE DESCRIPTION
 FF0913_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0913_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0913
 FF0913  HISTORY     - Date     Condition        Report By
 FF0913  HISTORY     - UNK      MONUMENTED       CGS
 FF0913  HISTORY     - 1956     GOOD             CGS
 FF0913
 FF0913                          STATION DESCRIPTION
 FF0913
 FF0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0913'1.6 MI E FROM WALDENBURG.
 FF0913'1.55 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 FF0913'STATE HIGHWAY 39 AT WALDENBURG, AT AN IRRIGATION WELL, 55 FEET
 FF0913'SOUTH OF CENTER LINE OF HIGHWAY, 2 FEET SOUTH OF SOUTH SIDE OF
 FF0913'SHEET METAL BUILDING HOUSING WELL AND MOTOR, THE TOP OF END OF
 FF0913'DISCHARGE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0901 ***********************************************************************
 FF0901  DESIGNATION -  WELL 11 N 3 E 20 DCD
 FF0901  PID         -  FF0901
 FF0901  STATE/COUNTY-  AR/POINSETT
 FF0901  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0901
 FF0901                         *CURRENT SURVEY CONTROL
 FF0901  ___________________________________________________________________
 FF0901* NAD 83(1986)-  35 33 51.     (N)    090 47 15.     (W)     SCALED    
 FF0901* NAVD 88     -        76.158  (meters)     249.86   (feet)  ADJUSTED  
 FF0901  ___________________________________________________________________
 FF0901  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FF0901  DYNAMIC HT  -          76.091 (meters)     249.64  (feet)  COMP
 FF0901  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 FF0901
 FF0901  VERT ORDER  -  FIRST     CLASS II
 FF0901
 FF0901.The horizontal coordinates were scaled from a topographic map and have
 FF0901.an estimated accuracy of +/- 6 seconds.
 FF0901
 FF0901.The orthometric height was determined by differential leveling
 FF0901.and adjusted by the National Geodetic Survey in June 1991..
 FF0901
 FF0901.The geoid height was determined by GEOID03.
 FF0901
 FF0901.The dynamic height is computed by dividing the NAVD 88
 FF0901.geopotential number by the normal gravity value computed on the
 FF0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0901.degrees latitude (g = 980.6199 gals.).
 FF0901
 FF0901.The modeled gravity was interpolated from observed gravity values.
 FF0901
 FF0901;                    North         East    Units  Estimated Accuracy
 FF0901;SPC AR N     -   137,230.      509,910.      MT  (+/- 180 meters Scaled)
 FF0901
 FF0901                          SUPERSEDED SURVEY CONTROL
 FF0901
 FF0901  NGVD 29 (??/??/??)   76.101  (m)          249.67   (f) ADJUSTED    1 2
 FF0901
 FF0901.Superseded values are not recommended for survey control.
 FF0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0901.See file dsdata.txt to determine how the superseded data were derived.
 FF0901
 FF0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV005378(NAD 83)
 FF0901_MARKER: Z = SEE DESCRIPTION
 FF0901_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0901_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0901
 FF0901  HISTORY     - Date     Condition        Report By
 FF0901  HISTORY     - UNK      MONUMENTED       CGS
 FF0901  HISTORY     - 1956     GOOD             CGS
 FF0901
 FF0901                          STATION DESCRIPTION
 FF0901
 FF0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0901'3.6 MI W FROM HARRISBURG.
 FF0901'3.65 MILES WEST ALONG STATE HIGHWAY 14 FROM THE FIRST BAPTIST
 FF0901'CHURCH AT HARRISBURG, ABOUT 0.2 MILE WEST OF A NORTH-SOUTH
 FF0901'CROSSROAD, AT AN IRRIGATION WELL, 18 YARDS NORTH OF CENTER LINE
 FF0901'OF HIGHWAY, 6 YARDS WEST OF WELL AND PUMP AND IS THE TOP EDGE OF
 FF0901'DISCHARGE PIPE OF WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0897 ***********************************************************************
 FF0897  DESIGNATION -  WELL 11 N 3 E 22 DDD
 FF0897  PID         -  FF0897
 FF0897  STATE/COUNTY-  AR/POINSETT
 FF0897  USGS QUAD   -  HARRISBURG (1983)
 FF0897
 FF0897                         *CURRENT SURVEY CONTROL
 FF0897  ___________________________________________________________________
 FF0897* NAD 83(1986)-  35 33 57.     (N)    090 44 57.     (W)     SCALED    
 FF0897* NAVD 88     -        75.746  (meters)     248.51   (feet)  ADJUSTED  
 FF0897  ___________________________________________________________________
 FF0897  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF0897  DYNAMIC HT  -          75.680 (meters)     248.29  (feet)  COMP
 FF0897  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 FF0897
 FF0897  VERT ORDER  -  FIRST     CLASS II
 FF0897
 FF0897.The horizontal coordinates were scaled from a topographic map and have
 FF0897.an estimated accuracy of +/- 6 seconds.
 FF0897
 FF0897.The orthometric height was determined by differential leveling
 FF0897.and adjusted by the National Geodetic Survey in June 1991..
 FF0897
 FF0897.The geoid height was determined by GEOID03.
 FF0897
 FF0897.The dynamic height is computed by dividing the NAVD 88
 FF0897.geopotential number by the normal gravity value computed on the
 FF0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0897.degrees latitude (g = 980.6199 gals.).
 FF0897
 FF0897.The modeled gravity was interpolated from observed gravity values.
 FF0897
 FF0897;                    North         East    Units  Estimated Accuracy
 FF0897;SPC AR N     -   137,460.      513,380.      MT  (+/- 180 meters Scaled)
 FF0897
 FF0897                          SUPERSEDED SURVEY CONTROL
 FF0897
 FF0897  NGVD 29 (??/??/??)   75.689  (m)          248.32   (f) ADJUSTED    1 2
 FF0897
 FF0897.Superseded values are not recommended for survey control.
 FF0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0897.See file dsdata.txt to determine how the superseded data were derived.
 FF0897
 FF0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV039381(NAD 83)
 FF0897_MARKER: Z = SEE DESCRIPTION
 FF0897_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0897_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0897
 FF0897  HISTORY     - Date     Condition        Report By
 FF0897  HISTORY     - UNK      MONUMENTED       CGS
 FF0897  HISTORY     - 1956     GOOD             CGS
 FF0897
 FF0897                          STATION DESCRIPTION
 FF0897
 FF0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0897'1.6 MI W FROM HARRISBURG.
 FF0897'1.5 MILES WEST ALONG STATE HIGHWAY 14 FROM THE FIRST BAPTIST
 FF0897'CHURCH AT HARRISBURG, THENCE 215 YARDS NORTH ALONG A GRAVEL ROAD,
 FF0897'ABOUT 50 YARDS NORTH OF A SMALL CREEK, 20 YARDS WEST OF CENTER
 FF0897'LINE OF ROAD AND IS THE TOP OF THE TOP EDGE OF 8-INCH DISCHARGE
 FF0897'PIPE AT AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0845 ***********************************************************************
 FF0845  DESIGNATION -  WELL 12 N 2 E 15 BBB 1
 FF0845  PID         -  FF0845
 FF0845  STATE/COUNTY-  AR/POINSETT
 FF0845  USGS QUAD   -  OTWELL (1980)
 FF0845
 FF0845                         *CURRENT SURVEY CONTROL
 FF0845  ___________________________________________________________________
 FF0845* NAD 83(1986)-  35 40 52.     (N)    090 52 28.     (W)     SCALED    
 FF0845* NAVD 88     -        76.357  (meters)     250.51   (feet)  ADJUSTED  
 FF0845  ___________________________________________________________________
 FF0845  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FF0845  DYNAMIC HT  -          76.292 (meters)     250.30  (feet)  COMP
 FF0845  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 FF0845
 FF0845  VERT ORDER  -  FIRST     CLASS II
 FF0845
 FF0845.The horizontal coordinates were scaled from a topographic map and have
 FF0845.an estimated accuracy of +/- 6 seconds.
 FF0845
 FF0845.The orthometric height was determined by differential leveling
 FF0845.and adjusted by the National Geodetic Survey in June 1991..
 FF0845
 FF0845.The geoid height was determined by GEOID03.
 FF0845
 FF0845.The dynamic height is computed by dividing the NAVD 88
 FF0845.geopotential number by the normal gravity value computed on the
 FF0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0845.degrees latitude (g = 980.6199 gals.).
 FF0845
 FF0845.The modeled gravity was interpolated from observed gravity values.
 FF0845
 FF0845;                    North         East    Units  Estimated Accuracy
 FF0845;SPC AR N     -   150,110.      501,880.      MT  (+/- 180 meters Scaled)
 FF0845
 FF0845                          SUPERSEDED SURVEY CONTROL
 FF0845
 FF0845  NGVD 29 (??/??/??)   76.290  (m)          250.29   (f) ADJUSTED    1 2
 FF0845
 FF0845.Superseded values are not recommended for survey control.
 FF0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0845.See file dsdata.txt to determine how the superseded data were derived.
 FF0845
 FF0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV923506(NAD 83)
 FF0845_MARKER: Z = SEE DESCRIPTION
 FF0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0845_SP_SET: WELL CASING
 FF0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0845
 FF0845  HISTORY     - Date     Condition        Report By
 FF0845  HISTORY     - UNK      MONUMENTED       CGS
 FF0845  HISTORY     - 1956     GOOD             CGS
 FF0845
 FF0845                          STATION DESCRIPTION
 FF0845
 FF0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0845'5.2 MI N FROM WEINER.
 FF0845'4.6 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0845'THE STATION AT WEINER, THENCE ABOUT 0.6 MILE WEST ALONG A ROAD
 FF0845'TO AN IRRIGATION WELL ON SOUTH SIDE OF ROAD, THE TOP OF THE
 FF0845'SOUTHWEST SIDE OF THE TOP OF WELL CASING WHICH IS MARKED WITH
 FF0845'PAINTED ARROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0842 ***********************************************************************
 FF0842  DESIGNATION -  WELL 12 N 2 E 28 DCC
 FF0842  PID         -  FF0842
 FF0842  STATE/COUNTY-  AR/POINSETT
 FF0842  USGS QUAD   -  RISHER (1980)
 FF0842
 FF0842                         *CURRENT SURVEY CONTROL
 FF0842  ___________________________________________________________________
 FF0842* NAD 83(1986)-  35 38 16.     (N)    090 52 51.     (W)     SCALED    
 FF0842* NAVD 88     -        75.286  (meters)     247.00   (feet)  ADJUSTED  
 FF0842  ___________________________________________________________________
 FF0842  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FF0842  DYNAMIC HT  -          75.221 (meters)     246.79  (feet)  COMP
 FF0842  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 FF0842
 FF0842  VERT ORDER  -  FIRST     CLASS II
 FF0842
 FF0842.The horizontal coordinates were scaled from a topographic map and have
 FF0842.an estimated accuracy of +/- 6 seconds.
 FF0842
 FF0842.The orthometric height was determined by differential leveling
 FF0842.and adjusted by the National Geodetic Survey in June 1991..
 FF0842
 FF0842.The geoid height was determined by GEOID03.
 FF0842
 FF0842.The dynamic height is computed by dividing the NAVD 88
 FF0842.geopotential number by the normal gravity value computed on the
 FF0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0842.degrees latitude (g = 980.6199 gals.).
 FF0842
 FF0842.The modeled gravity was interpolated from observed gravity values.
 FF0842
 FF0842;                    North         East    Units  Estimated Accuracy
 FF0842;SPC AR N     -   145,290.      501,360.      MT  (+/- 180 meters Scaled)
 FF0842
 FF0842                          SUPERSEDED SURVEY CONTROL
 FF0842
 FF0842  NGVD 29 (??/??/??)   75.223  (m)          246.79   (f) ADJUSTED    1 2
 FF0842
 FF0842.Superseded values are not recommended for survey control.
 FF0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0842.See file dsdata.txt to determine how the superseded data were derived.
 FF0842
 FF0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV918458(NAD 83)
 FF0842_MARKER: Z = SEE DESCRIPTION
 FF0842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0842_SP_SET: PUMP BASE
 FF0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0842
 FF0842  HISTORY     - Date     Condition        Report By
 FF0842  HISTORY     - UNK      MONUMENTED       CGS
 FF0842  HISTORY     - 1956     GOOD             CGS
 FF0842
 FF0842                          STATION DESCRIPTION
 FF0842
 FF0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0842'1.7 MI NE FROM WEINER.
 FF0842'1.3 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0842'THE STATION AT WEINER, THENCE ABOUT 0.4 MILE EAST ALONG A ROAD
 FF0842'TO AN IRRIGATION WELL ON THE NORTH SIDE OF ROAD, THE TOP OF
 FF0842'THE SOUTHWEST ANCHOR BOLT HOLE OF PUMP BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0858 ***********************************************************************
 FF0858  DESIGNATION -  WELL 13 N 3 E 12 DDD
 FF0858  PID         -  FF0858
 FF0858  STATE/COUNTY-  AR/CRAIGHEAD
 FF0858  USGS QUAD   -  HERMAN (1980)
 FF0858
 FF0858                         *CURRENT SURVEY CONTROL
 FF0858  ___________________________________________________________________
 FF0858* NAD 83(1986)-  35 45 48.     (N)    090 49 20.     (W)     SCALED    
 FF0858* NAVD 88     -        76.055  (meters)     249.52   (feet)  ADJUSTED  
 FF0858  ___________________________________________________________________
 FF0858  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FF0858  DYNAMIC HT  -          75.990 (meters)     249.31  (feet)  COMP
 FF0858  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 FF0858
 FF0858  VERT ORDER  -  FIRST     CLASS II
 FF0858
 FF0858.The horizontal coordinates were scaled from a topographic map and have
 FF0858.an estimated accuracy of +/- 6 seconds.
 FF0858
 FF0858.The orthometric height was determined by differential leveling
 FF0858.and adjusted by the National Geodetic Survey in June 1991..
 FF0858
 FF0858.The geoid height was determined by GEOID03.
 FF0858
 FF0858.The dynamic height is computed by dividing the NAVD 88
 FF0858.geopotential number by the normal gravity value computed on the
 FF0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0858.degrees latitude (g = 980.6199 gals.).
 FF0858
 FF0858.The modeled gravity was interpolated from observed gravity values.
 FF0858
 FF0858;                    North         East    Units  Estimated Accuracy
 FF0858;SPC AR N     -   159,280.      506,500.      MT  (+/- 180 meters Scaled)
 FF0858
 FF0858                          SUPERSEDED SURVEY CONTROL
 FF0858
 FF0858  NGVD 29 (??/??/??)   75.980  (m)          249.28   (f) ADJUSTED    1 2
 FF0858
 FF0858.Superseded values are not recommended for survey control.
 FF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0858.See file dsdata.txt to determine how the superseded data were derived.
 FF0858
 FF0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV968598(NAD 83)
 FF0858_MARKER: Z = SEE DESCRIPTION
 FF0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0858_SP_SET: WELL
 FF0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0858
 FF0858  HISTORY     - Date     Condition        Report By
 FF0858  HISTORY     - UNK      MONUMENTED       CGS
 FF0858  HISTORY     - 1956     GOOD             CGS
 FF0858
 FF0858                          STATION DESCRIPTION
 FF0858
 FF0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0858'1 MI S FROM GIBSON.
 FF0858'1.0 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 FF0858'ROAD CROSSING AT GIBSON, ABOUT 40 YARDS WEST OF TRACK, ABOUT
 FF0858'95 YARDS NORTHEAST OF A ROAD CROSSING, AT AN IRRIGATION WELL AND
 FF0858'IS THE BOTTOM EDGE OF INSIDE OF DISCHARGE PIPE OF WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0861 ***********************************************************************
 FF0861  DESIGNATION -  WELL 13 N 3 E 6 BAA
 FF0861  PID         -  FF0861
 FF0861  STATE/COUNTY-  AR/CRAIGHEAD
 FF0861  USGS QUAD   -  HERMAN (1980)
 FF0861
 FF0861                         *CURRENT SURVEY CONTROL
 FF0861  ___________________________________________________________________
 FF0861* NAD 83(1986)-  35 47 30.     (N)    090 48 49.     (W)     SCALED    
 FF0861* NAVD 88     -        78.740  (meters)     258.33   (feet)  ADJUSTED  
 FF0861  ___________________________________________________________________
 FF0861  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0861  DYNAMIC HT  -          78.673 (meters)     258.11  (feet)  COMP
 FF0861  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 FF0861
 FF0861  VERT ORDER  -  FIRST     CLASS II
 FF0861
 FF0861.The horizontal coordinates were scaled from a topographic map and have
 FF0861.an estimated accuracy of +/- 6 seconds.
 FF0861
 FF0861.The orthometric height was determined by differential leveling
 FF0861.and adjusted by the National Geodetic Survey in June 1991..
 FF0861
 FF0861.The geoid height was determined by GEOID03.
 FF0861
 FF0861.The dynamic height is computed by dividing the NAVD 88
 FF0861.geopotential number by the normal gravity value computed on the
 FF0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0861.degrees latitude (g = 980.6199 gals.).
 FF0861
 FF0861.The modeled gravity was interpolated from observed gravity values.
 FF0861
 FF0861;                    North         East    Units  Estimated Accuracy
 FF0861;SPC AR N     -   162,440.      507,240.      MT  (+/- 180 meters Scaled)
 FF0861
 FF0861                          SUPERSEDED SURVEY CONTROL
 FF0861
 FF0861  NGVD 29 (??/??/??)   78.663  (m)          258.08   (f) ADJUSTED    1 2
 FF0861
 FF0861.Superseded values are not recommended for survey control.
 FF0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0861.See file dsdata.txt to determine how the superseded data were derived.
 FF0861
 FF0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV975630(NAD 83)
 FF0861_MARKER: Z = SEE DESCRIPTION
 FF0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0861_SP_SET: WELL
 FF0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0861
 FF0861  HISTORY     - Date     Condition        Report By
 FF0861  HISTORY     - UNK      MONUMENTED       CGS
 FF0861  HISTORY     - 1956     GOOD             CGS
 FF0861
 FF0861                          STATION DESCRIPTION
 FF0861
 FF0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0861'1 MI N FROM GIBSON.
 FF0861'1.05 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0861'ROAD CROSSING AT GIBSON, ABOUT 140 YARDS WEST ALONG A GRAVEL
 FF0861'ROAD FROM CROSSING OF RAILROAD, ABOUT 28 YARDS SOUTH OF CENTER
 FF0861'LINE OF ROAD, AT AN IRRIGATION WELL, AND IS THE BOTTOM INSIDE EDGE
 FF0861'OF DISCHARGE PIPE, 5 FEET SOUTH OF SOUTH SIDE OF PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0035 ***********************************************************************
 FF0035  DESIGNATION -  WELL 14 N 10 E 18 ABC
 FF0035  PID         -  FF0035
 FF0035  STATE/COUNTY-  AR/MISSISSIPPI
 FF0035  USGS QUAD   -  DELL (1983)
 FF0035
 FF0035                         *CURRENT SURVEY CONTROL
 FF0035  ___________________________________________________________________
 FF0035* NAD 83(1986)-  35 50 19.     (N)    090 03 43.     (W)     SCALED    
 FF0035* NAVD 88     -        73.271  (meters)     240.39   (feet)  ADJUSTED  
 FF0035  ___________________________________________________________________
 FF0035  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FF0035  DYNAMIC HT  -          73.210 (meters)     240.19  (feet)  COMP
 FF0035  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 FF0035
 FF0035  VERT ORDER  -  FIRST     CLASS II
 FF0035
 FF0035.The horizontal coordinates were scaled from a topographic map and have
 FF0035.an estimated accuracy of +/- 6 seconds.
 FF0035
 FF0035.The orthometric height was determined by differential leveling
 FF0035.and adjusted by the National Geodetic Survey in June 1991..
 FF0035
 FF0035.The geoid height was determined by GEOID03.
 FF0035
 FF0035.The dynamic height is computed by dividing the NAVD 88
 FF0035.geopotential number by the normal gravity value computed on the
 FF0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0035.degrees latitude (g = 980.6199 gals.).
 FF0035
 FF0035.The modeled gravity was interpolated from observed gravity values.
 FF0035
 FF0035;                    North         East    Units  Estimated Accuracy
 FF0035;SPC AR N     -   168,720.      575,080.      MT  (+/- 180 meters Scaled)
 FF0035
 FF0035                          SUPERSEDED SURVEY CONTROL
 FF0035
 FF0035  NGVD 29 (??/??/??)   73.246  (m)          240.31   (f) ADJUSTED    1 2
 FF0035
 FF0035.Superseded values are not recommended for survey control.
 FF0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0035.See file dsdata.txt to determine how the superseded data were derived.
 FF0035
 FF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV653700(NAD 83)
 FF0035_MARKER: DB = BENCH MARK DISK
 FF0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0035_SP_SET: PUMP BASE
 FF0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0035
 FF0035  HISTORY     - Date     Condition        Report By
 FF0035  HISTORY     - UNK      MONUMENTED       CGS
 FF0035  HISTORY     - 1956     GOOD             CGS
 FF0035
 FF0035                          STATION DESCRIPTION
 FF0035
 FF0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0035'1.8 MI SW FROM DELL.
 FF0035'ABOUT 1.25 MILES SOUTHWEST AND WEST ALONG THE ST. LOUIS-SAN
 FF0035'FRANCISCO RAILWAY FROM CROSSING OF STATE HIGHWAY 119 AT DELL,
 FF0035'THENCE ABOUT 0.6 MILE SOUTH ALONG ST. L.S.F. RY., ABOUT 0.6 MILE
 FF0035'SOUTH OF GIN AND WATER TOWER AT WILSON JUNCTION, 210 FEET WEST OF
 FF0035'WEST RAIL OF TRACK, 15 FEET SOUTHEAST OF SOUTHEAST BANK OF A
 FF0035'DITCH, 130 FEET WEST OF NORTHWEST CORNER OF A TENANT HOUSE, AT
 FF0035'AN IRRIGATION WELL AND IS THE TOP OF THE NORTHEAST CORNER OF CAST
 FF0035'IRON PUMP BASE OF WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0813 ***********************************************************************
 FF0813  DESIGNATION -  WELL 14 N 5 E 28 ACA 1
 FF0813  PID         -  FF0813
 FF0813  STATE/COUNTY-  AR/CRAIGHEAD
 FF0813  USGS QUAD   -  NEEDHAM (1983)
 FF0813
 FF0813                         *CURRENT SURVEY CONTROL
 FF0813  ___________________________________________________________________
 FF0813* NAD 83(1986)-  35 49 02.     (N)    090 33 48.     (W)     SCALED    
 FF0813* NAVD 88     -        72.968  (meters)     239.40   (feet)  POSTED    
 FF0813  ___________________________________________________________________
 FF0813  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FF0813  DYNAMIC HT  -          72.910 (meters)     239.21  (feet)  COMP
 FF0813  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 FF0813
 FF0813  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0813
 FF0813.The horizontal coordinates were scaled from a topographic map and have
 FF0813.an estimated accuracy of +/- 6 seconds.
 FF0813
 FF0813.The orthometric height was determined by differential leveling
 FF0813.and adjusted by the National Geodetic Survey in 1992..
 FF0813.No vertical observational check was made to the station.
 FF0813.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0813.was located on a no-check spur therefore a value was not computed.
 FF0813
 FF0813.The geoid height was determined by GEOID03.
 FF0813
 FF0813.The dynamic height is computed by dividing the NAVD 88
 FF0813.geopotential number by the normal gravity value computed on the
 FF0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0813.degrees latitude (g = 980.6199 gals.).
 FF0813
 FF0813.The modeled gravity was interpolated from observed gravity values.
 FF0813
 FF0813;                    North         East    Units  Estimated Accuracy
 FF0813;SPC AR N     -   165,570.      529,820.      MT  (+/- 180 meters Scaled)
 FF0813
 FF0813                          SUPERSEDED SURVEY CONTROL
 FF0813
 FF0813  NGVD 29 (??/??/??)   72.897  (m)          239.16   (f) ADJUSTED    1 2
 FF0813
 FF0813.Superseded values are not recommended for survey control.
 FF0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0813.See file dsdata.txt to determine how the superseded data were derived.
 FF0813
 FF0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV201664(NAD 83)
 FF0813_MARKER: Z = SEE DESCRIPTION
 FF0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0813_SP_SET: PUMP BASE
 FF0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0813
 FF0813  HISTORY     - Date     Condition        Report By
 FF0813  HISTORY     - UNK      MONUMENTED       CGS
 FF0813  HISTORY     - 1956     GOOD             CGS
 FF0813
 FF0813                          STATION DESCRIPTION
 FF0813
 FF0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0813'4.6 MI E FROM NETTLETON.
 FF0813'4.55 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0813'THE STATION AT NETTLETON, 35 YARDS SOUTH OF THE SOUTH RAIL,
 FF0813'22 YARDS SOUTHWEST OF A LONE 24-INCH SYCAMORE, SOUTH-SOUTHEAST
 FF0813'AND ACROSS THE TRACK FROM POLE 1675, THE TOP SURFACE OF THE BASE
 FF0813'PLATE OF PUMP FOR IRRIGATION WELL AND AT THE NORTHWEST ANCHOR
 FF0813'BOLT HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0809 ***********************************************************************
 FF0809  DESIGNATION -  WELL 14 N 6 E 19 CDB 1
 FF0809  PID         -  FF0809
 FF0809  STATE/COUNTY-  AR/CRAIGHEAD
 FF0809  USGS QUAD   -  LAKE CITY (1983)
 FF0809
 FF0809                         *CURRENT SURVEY CONTROL
 FF0809  ___________________________________________________________________
 FF0809* NAD 83(1986)-  35 49 36.     (N)    090 29 46.     (W)     SCALED    
 FF0809* NAVD 88     -        72.993  (meters)     239.48   (feet)  POSTED    
 FF0809  ___________________________________________________________________
 FF0809  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FF0809  DYNAMIC HT  -          72.930 (meters)     239.27  (feet)  COMP
 FF0809  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 FF0809
 FF0809  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FF0809
 FF0809.The horizontal coordinates were scaled from a topographic map and have
 FF0809.an estimated accuracy of +/- 6 seconds.
 FF0809
 FF0809.The orthometric height was determined by differential leveling
 FF0809.and adjusted by the National Geodetic Survey in 1992..
 FF0809.No vertical observational check was made to the station.
 FF0809.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FF0809.was located on a no-check spur therefore a value was not computed.
 FF0809
 FF0809.The geoid height was determined by GEOID03.
 FF0809
 FF0809.The dynamic height is computed by dividing the NAVD 88
 FF0809.geopotential number by the normal gravity value computed on the
 FF0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0809.degrees latitude (g = 980.6199 gals.).
 FF0809
 FF0809.The modeled gravity was interpolated from observed gravity values.
 FF0809
 FF0809;                    North         East    Units  Estimated Accuracy
 FF0809;SPC AR N     -   166,710.      535,880.      MT  (+/- 180 meters Scaled)
 FF0809
 FF0809                          SUPERSEDED SURVEY CONTROL
 FF0809
 FF0809  NGVD 29 (??/??/??)   72.929  (m)          239.27   (f) ADJUSTED    1 2
 FF0809
 FF0809.Superseded values are not recommended for survey control.
 FF0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0809.See file dsdata.txt to determine how the superseded data were derived.
 FF0809
 FF0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV261676(NAD 83)
 FF0809_MARKER: Z = SEE DESCRIPTION
 FF0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0809_SP_SET: WELL CASING
 FF0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0809
 FF0809  HISTORY     - Date     Condition        Report By
 FF0809  HISTORY     - UNK      MONUMENTED       CGS
 FF0809  HISTORY     - 1956     GOOD             CGS
 FF0809
 FF0809                          STATION DESCRIPTION
 FF0809
 FF0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0809'5.2 MI NW FROM LAKE CITY.
 FF0809'4.15 MILES WEST ALONG THE ST LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0809'THE CITY WATER TOWER AT LAKE CITY, THENCE 0.2 MILE NORTH ALONG
 FF0809'PEKIN ROAD, THENCE 0.6 MILE EAST ALONG STATE HIGHWAY 18, THENCE
 FF0809'0.25 MILE NORTH-NORTHEAST ACROSS A FIELD, 0.25 MILE NORTH OF
 FF0809'BOWMAN BAPTIST CHURCH, THE HIGHEST POINT ON THE SOUTHEAST EDGE
 FF0809'OF A CASING OF A 6-INCH WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1837 ***********************************************************************
 FE1837  DESIGNATION -  WELL 15 N 11 E 16 BDB
 FE1837  PID         -  FE1837
 FE1837  STATE/COUNTY-  AR/MISSISSIPPI
 FE1837  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1837
 FE1837                         *CURRENT SURVEY CONTROL
 FE1837  ___________________________________________________________________
 FE1837* NAD 83(1986)-  35 55 31.     (N)    089 55 15.     (W)     SCALED    
 FE1837* NAVD 88     -        77.894  (meters)     255.56   (feet)  ADJUSTED  
 FE1837  ___________________________________________________________________
 FE1837  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE1837  DYNAMIC HT  -          77.828 (meters)     255.34  (feet)  COMP
 FE1837  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 FE1837
 FE1837  VERT ORDER  -  FIRST     CLASS II
 FE1837
 FE1837.The horizontal coordinates were scaled from a topographic map and have
 FE1837.an estimated accuracy of +/- 6 seconds.
 FE1837
 FE1837.The orthometric height was determined by differential leveling
 FE1837.and adjusted by the National Geodetic Survey in June 1991..
 FE1837
 FE1837.The geoid height was determined by GEOID03.
 FE1837
 FE1837.The dynamic height is computed by dividing the NAVD 88
 FE1837.geopotential number by the normal gravity value computed on the
 FE1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1837.degrees latitude (g = 980.6199 gals.).
 FE1837
 FE1837.The modeled gravity was interpolated from observed gravity values.
 FE1837
 FE1837;                    North         East    Units  Estimated Accuracy
 FE1837;SPC AR N     -   178,600.      587,620.      MT  (+/- 180 meters Scaled)
 FE1837
 FE1837                          SUPERSEDED SURVEY CONTROL
 FE1837
 FE1837  NGVD 29 (??/??/??)   77.844  (m)          255.39   (f) ADJUSTED    1 2
 FE1837
 FE1837.Superseded values are not recommended for survey control.
 FE1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1837.See file dsdata.txt to determine how the superseded data were derived.
 FE1837
 FE1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE364796(NAD 83)
 FE1837_MARKER: P = PIPE CAP
 FE1837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1837_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1837
 FE1837  HISTORY     - Date     Condition        Report By
 FE1837  HISTORY     - UNK      MONUMENTED       CGS
 FE1837  HISTORY     - 1956     GOOD             CGS
 FE1837
 FE1837                          STATION DESCRIPTION
 FE1837
 FE1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1837'AT BLYTHEVILLE.
 FE1837'AT BLYTHEVILLE, ABOUT 0.4 MILE EAST ALONG THE FRISCO RAILWAY FROM
 FE1837'THE CROSSING OF 21ST STREET (STATE HIGHWAY 18), ABOUT 100 YARDS
 FE1837'SOUTH OF INTERSECTION OF WEST ASH AND SOUTH 14TH STREET, 169 1/2
 FE1837'FEET EAST OF BM B 189 WHICH IS SET IN NORTH FOUNDATION OF CITY
 FE1837'WATER TOWER, 76 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, AT A WELL
 FE1837'WHICH IS UNDER A 4-LEGGED WATER TOWER, BETWEEN THE STAND PIPE AT
 FE1837'CENTER OF TOWER AND THE SOUTHWEST LEG OF TOWER, AND IS THE TOP
 FE1837'OF A PIPE FITTING ON TOP OF A 2 1/2-INCH PIPE WHICH IS 1/2 FOOT
 FE1837'NORTH OF NORTH EDGE OF CONCRETE BASE OF SCREENED IN WELL AND
 FE1837'1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1823 ***********************************************************************
 FE1823  DESIGNATION -  WELL 15 N 12 E 18 BAD
 FE1823  PID         -  FE1823
 FE1823  STATE/COUNTY-  AR/MISSISSIPPI
 FE1823  USGS QUAD   -  ARMOREL (1983)
 FE1823
 FE1823                         *CURRENT SURVEY CONTROL
 FE1823  ___________________________________________________________________
 FE1823* NAD 83(1986)-  35 55 32.     (N)    089 50 48.     (W)     SCALED    
 FE1823* NAVD 88     -        77.446  (meters)     254.09   (feet)  ADJUSTED  
 FE1823  ___________________________________________________________________
 FE1823  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE1823  DYNAMIC HT  -          77.380 (meters)     253.87  (feet)  COMP
 FE1823  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1823
 FE1823  VERT ORDER  -  FIRST     CLASS II
 FE1823
 FE1823.The horizontal coordinates were scaled from a topographic map and have
 FE1823.an estimated accuracy of +/- 6 seconds.
 FE1823
 FE1823.The orthometric height was determined by differential leveling
 FE1823.and adjusted by the National Geodetic Survey in June 1991..
 FE1823
 FE1823.The geoid height was determined by GEOID03.
 FE1823
 FE1823.The dynamic height is computed by dividing the NAVD 88
 FE1823.geopotential number by the normal gravity value computed on the
 FE1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1823.degrees latitude (g = 980.6199 gals.).
 FE1823
 FE1823.The modeled gravity was interpolated from observed gravity values.
 FE1823
 FE1823;                    North         East    Units  Estimated Accuracy
 FE1823;SPC AR N     -   178,770.      594,310.      MT  (+/- 180 meters Scaled)
 FE1823
 FE1823                          SUPERSEDED SURVEY CONTROL
 FE1823
 FE1823  NGVD 29 (??/??/??)   77.381  (m)          253.87   (f) ADJUSTED    1 2
 FE1823
 FE1823.Superseded values are not recommended for survey control.
 FE1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1823.See file dsdata.txt to determine how the superseded data were derived.
 FE1823
 FE1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE431794(NAD 83)
 FE1823_MARKER: Z = SEE DESCRIPTION
 FE1823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1823_SP_SET: PUMPHOUSE
 FE1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1823
 FE1823  HISTORY     - Date     Condition        Report By
 FE1823  HISTORY     - UNK      MONUMENTED       CGS
 FE1823  HISTORY     - 1956     GOOD             CGS
 FE1823  HISTORY     - 1972     MARK NOT FOUND   USGS
 FE1823
 FE1823                          STATION DESCRIPTION
 FE1823
 FE1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1823'3 MI W FROM ARMOREL.
 FE1823'2.7 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FE1823'THE CROSSING OF STATE HIGHWAY 137 AT ARMOREL, THENCE ABOUT 0.3
 FE1823'MILE NORTH ACROSS CULTIVATED FIELD, AT AN IRRIGATION WELL, 131 1/2
 FE1823'FEET EAST OF SOUTHEAST CORNER OF SOUTH WING OF A FARM HOUSE WITH
 FE1823'ASBESTOS SIDING, AND IS THE TOP OF SOUTHWEST CORNER OF CAST IRON
 FE1823'PUMP BASE AND 1 FOOT ABOVE GROUND.
 FE1823
 FE1823                          STATION RECOVERY (1972)
 FE1823
 FE1823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FE1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0067 ***********************************************************************
 FF0067  DESIGNATION -  WELL 16 N 8 E 32 ACB 1
 FF0067  PID         -  FF0067
 FF0067  STATE/COUNTY-  AR/MISSISSIPPI
 FF0067  USGS QUAD   -  LEACHVILLE (1983)
 FF0067
 FF0067                         *CURRENT SURVEY CONTROL
 FF0067  ___________________________________________________________________
 FF0067* NAD 83(1986)-  35 58 11.     (N)    090 15 18.     (W)     SCALED    
 FF0067* NAVD 88     -        73.165  (meters)     240.04   (feet)  ADJUSTED  
 FF0067  ___________________________________________________________________
 FF0067  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FF0067  DYNAMIC HT  -          73.103 (meters)     239.84  (feet)  COMP
 FF0067  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 FF0067
 FF0067  VERT ORDER  -  FIRST     CLASS II
 FF0067
 FF0067.The horizontal coordinates were scaled from a topographic map and have
 FF0067.an estimated accuracy of +/- 6 seconds.
 FF0067
 FF0067.The orthometric height was determined by differential leveling
 FF0067.and adjusted by the National Geodetic Survey in June 1991..
 FF0067
 FF0067.The geoid height was determined by GEOID03.
 FF0067
 FF0067.The dynamic height is computed by dividing the NAVD 88
 FF0067.geopotential number by the normal gravity value computed on the
 FF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0067.degrees latitude (g = 980.6199 gals.).
 FF0067
 FF0067.The modeled gravity was interpolated from observed gravity values.
 FF0067
 FF0067;                    North         East    Units  Estimated Accuracy
 FF0067;SPC AR N     -   182,940.      557,380.      MT  (+/- 180 meters Scaled)
 FF0067
 FF0067                          SUPERSEDED SURVEY CONTROL
 FF0067
 FF0067  NGVD 29 (??/??/??)   73.153  (m)          240.00   (f) ADJUSTED    1 2
 FF0067
 FF0067.Superseded values are not recommended for survey control.
 FF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0067.See file dsdata.txt to determine how the superseded data were derived.
 FF0067
 FF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV475840(NAD 83)
 FF0067_MARKER: B = BOLT
 FF0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0067_SP_SET: PUMP BASE
 FF0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0067
 FF0067  HISTORY     - Date     Condition        Report By
 FF0067  HISTORY     - UNK      MONUMENTED       CGS
 FF0067  HISTORY     - 1956     GOOD             CGS
 FF0067
 FF0067                          STATION DESCRIPTION
 FF0067
 FF0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0067'2.4 MI N FROM LEACHVILLE.
 FF0067'ABOUT 2.15 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0067'FROM THE STATION AT LEACHVILLE THENCE 0.2 MILE WEST ACROSS A
 FF0067'FIELD, THE SURFACE OF THE PUMP BASE AROUND THE NORTHEAST ANCHOR
 FF0067'BOLT HOLE OF AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0104 ***********************************************************************
 GE0104  DESIGNATION -  WELL 18 N 16 E BAB L
 GE0104  PID         -  GE0104
 GE0104  STATE/COUNTY-  AR/GREENE
 GE0104  USGS QUAD   -  MARMADUKE (1992)
 GE0104
 GE0104                         *CURRENT SURVEY CONTROL
 GE0104  ___________________________________________________________________
 GE0104* NAD 83(1986)-  36 09 26.     (N)    090 24 13.     (W)     SCALED    
 GE0104* NAVD 88     -        81.924  (meters)     268.78   (feet)  ADJUSTED  
 GE0104  ___________________________________________________________________
 GE0104  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0104  DYNAMIC HT  -          81.857 (meters)     268.56  (feet)  COMP
 GE0104  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 GE0104
 GE0104  VERT ORDER  -  FIRST     CLASS II
 GE0104
 GE0104.The horizontal coordinates were scaled from a topographic map and have
 GE0104.an estimated accuracy of +/- 6 seconds.
 GE0104
 GE0104.The orthometric height was determined by differential leveling
 GE0104.and adjusted by the National Geodetic Survey in June 1991..
 GE0104
 GE0104.The geoid height was determined by GEOID03.
 GE0104
 GE0104.The dynamic height is computed by dividing the NAVD 88
 GE0104.geopotential number by the normal gravity value computed on the
 GE0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0104.degrees latitude (g = 980.6199 gals.).
 GE0104
 GE0104.The modeled gravity was interpolated from observed gravity values.
 GE0104
 GE0104;                    North         East    Units  Estimated Accuracy
 GE0104;SPC AR N     -   203,520.      543,640.      MT  (+/- 180 meters Scaled)
 GE0104
 GE0104                          SUPERSEDED SURVEY CONTROL
 GE0104
 GE0104  NGVD 29 (??/??/92)   81.917  (m)          268.76   (f) ADJ UNCH    1 2
 GE0104
 GE0104.Superseded values are not recommended for survey control.
 GE0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0104.See file dsdata.txt to determine how the superseded data were derived.
 GE0104
 GE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA335045(NAD 83)
 GE0104_MARKER: B = BOLT
 GE0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0104_SP_SET: PUMP BASE
 GE0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0104
 GE0104  HISTORY     - Date     Condition        Report By
 GE0104  HISTORY     - UNK      MONUMENTED       CGS
 GE0104  HISTORY     - 1956     GOOD             NGS
 GE0104
 GE0104                          STATION DESCRIPTION
 GE0104
 GE0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0104'2.3 MI SW FROM MARMADUKE.
 GE0104'ABOUT 2.3 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0104'FROM THE STATION AT MARMADUKE, AT AN IRRIGATION WELL ON PROPERTY
 GE0104'OF MR. W.W. COX, 285 FEET SOUTH OF CENTER LINE OF AN EAST-WEST
 GE0104'ROAD, 236 FEET SOUTHEAST OF SOUTHEAST RAIL, 195 FEET SOUTHWEST
 GE0104'OF SOUTHWEST CORNER OF FARM HOUSE AND IS THE TOP OF THE SOUTHEAST
 GE0104'ANCHOR BOLT OF PUMP BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0090 ***********************************************************************
 GE0090  DESIGNATION -  WELL 19 N 7 E 24 CC
 GE0090  PID         -  GE0090
 GE0090  STATE/COUNTY-  AR/CLAY
 GE0090  USGS QUAD   -  RECTOR (1984)
 GE0090
 GE0090                         *CURRENT SURVEY CONTROL
 GE0090  ___________________________________________________________________
 GE0090* NAD 83(1986)-  36 15 39.     (N)    090 16 48.     (W)     SCALED    
 GE0090* NAVD 88     -        83.649  (meters)     274.44   (feet)  ADJUSTED  
 GE0090  ___________________________________________________________________
 GE0090  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GE0090  DYNAMIC HT  -          83.581 (meters)     274.22  (feet)  COMP
 GE0090  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GE0090
 GE0090  VERT ORDER  -  FIRST     CLASS II
 GE0090
 GE0090.The horizontal coordinates were scaled from a topographic map and have
 GE0090.an estimated accuracy of +/- 6 seconds.
 GE0090
 GE0090.The orthometric height was determined by differential leveling
 GE0090.and adjusted by the National Geodetic Survey in June 1991..
 GE0090
 GE0090.The geoid height was determined by GEOID03.
 GE0090
 GE0090.The dynamic height is computed by dividing the NAVD 88
 GE0090.geopotential number by the normal gravity value computed on the
 GE0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0090.degrees latitude (g = 980.6199 gals.).
 GE0090
 GE0090.The modeled gravity was interpolated from observed gravity values.
 GE0090
 GE0090;                    North         East    Units  Estimated Accuracy
 GE0090;SPC AR N     -   215,200.      554,560.      MT  (+/- 180 meters Scaled)
 GE0090
 GE0090                          SUPERSEDED SURVEY CONTROL
 GE0090
 GE0090  NGVD 29 (??/??/92)   83.642  (m)          274.42   (f) ADJ UNCH    1 2
 GE0090
 GE0090.Superseded values are not recommended for survey control.
 GE0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0090.See file dsdata.txt to determine how the superseded data were derived.
 GE0090
 GE0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA443163(NAD 83)
 GE0090_MARKER: Z = SEE DESCRIPTION
 GE0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0090_SP_SET: PUMP BASE
 GE0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0090
 GE0090  HISTORY     - Date     Condition        Report By
 GE0090  HISTORY     - UNK      MONUMENTED       CGS
 GE0090  HISTORY     - 1956     GOOD             NGS
 GE0090
 GE0090                          STATION DESCRIPTION
 GE0090
 GE0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0090'1 MI SE FROM RECTOR.
 GE0090'ABOUT 0.25 MILE SOUTH ALONG MAIN STREET (STATE HIGHWAY 90) FROM
 GE0090'THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT RECTOR, THENCE ABOUT
 GE0090'0.7 MILE EAST ALONG STATE HIGHWAY 1, ABOUT 267 YARDS NORTH OF
 GE0090'HIGHWAY, AT AN IRRIGATION WELL, ABOUT 4 YARDS WEST OF A LONE
 GE0090'36-INCH SYCAMORE TREE, ABOUT 12 YARDS NORTH-NORTHEAST OF A FENCE
 GE0090'CORNER AND IS THE TOP OF SOUTHEAST CORNER OF PUMP BASE OF WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0850 ***********************************************************************
 EH0850  DESIGNATION -  WELL 2 N 1 E 23 BAA
 EH0850  PID         -  EH0850
 EH0850  STATE/COUNTY-  AR/LEE
 EH0850  USGS QUAD   -  MORO (1984)
 EH0850
 EH0850                         *CURRENT SURVEY CONTROL
 EH0850  ___________________________________________________________________
 EH0850* NAD 83(1986)-  34 46 30.     (N)    090 58 18.     (W)     SCALED    
 EH0850* NAVD 88     -        62.274  (meters)     204.31   (feet)  ADJUSTED  
 EH0850  ___________________________________________________________________
 EH0850  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH0850  DYNAMIC HT  -          62.217 (meters)     204.12  (feet)  COMP
 EH0850  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 EH0850
 EH0850  VERT ORDER  -  FIRST     CLASS II
 EH0850
 EH0850.The horizontal coordinates were scaled from a topographic map and have
 EH0850.an estimated accuracy of +/- 6 seconds.
 EH0850
 EH0850.The orthometric height was determined by differential leveling
 EH0850.and adjusted by the National Geodetic Survey in June 1991..
 EH0850
 EH0850.The geoid height was determined by GEOID03.
 EH0850
 EH0850.The dynamic height is computed by dividing the NAVD 88
 EH0850.geopotential number by the normal gravity value computed on the
 EH0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0850.degrees latitude (g = 980.6199 gals.).
 EH0850
 EH0850.The modeled gravity was interpolated from observed gravity values.
 EH0850
 EH0850;                    North         East    Units  Estimated Accuracy
 EH0850;SPC AR S     -   634,320.      494,130.      MT  (+/- 180 meters Scaled)
 EH0850
 EH0850                          SUPERSEDED SURVEY CONTROL
 EH0850
 EH0850  NGVD 29 (??/??/??)   62.284  (m)          204.34   (f) ADJUSTED    1 2
 EH0850
 EH0850.Superseded values are not recommended for survey control.
 EH0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0850.See file dsdata.txt to determine how the superseded data were derived.
 EH0850
 EH0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU856499(NAD 83)
 EH0850_MARKER: X = CHISELED CROSS
 EH0850_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0850_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0850
 EH0850  HISTORY     - Date     Condition        Report By
 EH0850  HISTORY     - UNK      MONUMENTED       CGS
 EH0850  HISTORY     - 1956     GOOD             CGS
 EH0850
 EH0850                          STATION DESCRIPTION
 EH0850
 EH0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0850'2.35 MI SE FROM MORO.
 EH0850'ABOUT 2.0 MILES SOUTHEAST ALONG SATATE HIGHWAY 78 FROM THE CROSSROADS
 EH0850'AT MORO, THENCE ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 79, 86 FEET
 EH0850'SOUTH OF CENTER LINE OF HIGHWAY, 80 FEET WEST OF NORTHWEST CORNER OF A
 EH0850'BARN, AT AN IRRIGATION WELL, 1 FOOT SOUTH OF CENTER OF PUMP, AND IS A
 EH0850'CHISELED CROSS CUT ON THE TOP OF FLANGE OF DISCHARGE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0844 ***********************************************************************
 EH0844  DESIGNATION -  WELL 2 N 1 E 3 BBC
 EH0844  PID         -  EH0844
 EH0844  STATE/COUNTY-  AR/LEE
 EH0844  USGS QUAD   -  MORO (1984)
 EH0844
 EH0844                         *CURRENT SURVEY CONTROL
 EH0844  ___________________________________________________________________
 EH0844* NAD 83(1986)-  34 49 04.     (N)    090 59 46.     (W)     SCALED    
 EH0844* NAVD 88     -        62.137  (meters)     203.86   (feet)  ADJUSTED  
 EH0844  ___________________________________________________________________
 EH0844  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0844  DYNAMIC HT  -          62.080 (meters)     203.67  (feet)  COMP
 EH0844  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 EH0844
 EH0844  VERT ORDER  -  FIRST     CLASS II
 EH0844
 EH0844.The horizontal coordinates were scaled from a topographic map and have
 EH0844.an estimated accuracy of +/- 6 seconds.
 EH0844
 EH0844.The orthometric height was determined by differential leveling
 EH0844.and adjusted by the National Geodetic Survey in June 1991..
 EH0844
 EH0844.The geoid height was determined by GEOID03.
 EH0844
 EH0844.The dynamic height is computed by dividing the NAVD 88
 EH0844.geopotential number by the normal gravity value computed on the
 EH0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0844.degrees latitude (g = 980.6199 gals.).
 EH0844
 EH0844.The modeled gravity was interpolated from observed gravity values.
 EH0844
 EH0844;                    North         East    Units  Estimated Accuracy
 EH0844;SPC AR S     -   639,040.      491,850.      MT  (+/- 180 meters Scaled)
 EH0844
 EH0844                          SUPERSEDED SURVEY CONTROL
 EH0844
 EH0844  NGVD 29 (??/??/??)   62.144  (m)          203.88   (f) ADJUSTED    1 2
 EH0844
 EH0844.Superseded values are not recommended for survey control.
 EH0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0844.See file dsdata.txt to determine how the superseded data were derived.
 EH0844
 EH0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU832546(NAD 83)
 EH0844_MARKER: Z = SEE DESCRIPTION
 EH0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0844_SP_SET: WELL
 EH0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0844
 EH0844  HISTORY     - Date     Condition        Report By
 EH0844  HISTORY     - UNK      MONUMENTED       CGS
 EH0844  HISTORY     - 1956     GOOD             CGS
 EH0844
 EH0844                          STATION DESCRIPTION
 EH0844
 EH0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0844'1.65 MI NW FROM MORO.
 EH0844'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM THE CROSSROADS
 EH0844'AT MORO, AT AN IRRIGATION WELL, 157 FEET EAST OF CENTER LINE OF
 EH0844'HIGHWAY, 70 FEET EAST OF NORTHEAST CORNER OF A TENANT HOUSE, AND IS
 EH0844'THE SURFACE OF METAL BASE OF PUMP BY EDGE OF HOLE ON NORTH SIDE OF
 EH0844'PUMP SHAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1226 ***********************************************************************
 EH1226  DESIGNATION -  WELL 2 N 2 W 19 AAB
 EH1226  PID         -  EH1226
 EH1226  STATE/COUNTY-  AR/MONROE
 EH1226  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1226
 EH1226                         *CURRENT SURVEY CONTROL
 EH1226  ___________________________________________________________________
 EH1226* NAD 83(1986)-  34 46 48.     (N)    091 15 13.     (W)     SCALED    
 EH1226* NAVD 88     -        56.686  (meters)     185.98   (feet)  ADJUSTED  
 EH1226  ___________________________________________________________________
 EH1226  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH1226  DYNAMIC HT  -          56.633 (meters)     185.80  (feet)  COMP
 EH1226  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 EH1226
 EH1226  VERT ORDER  -  FIRST     CLASS II
 EH1226
 EH1226.The horizontal coordinates were scaled from a topographic map and have
 EH1226.an estimated accuracy of +/- 6 seconds.
 EH1226
 EH1226.The orthometric height was determined by differential leveling
 EH1226.and adjusted by the National Geodetic Survey in June 1991..
 EH1226
 EH1226.The geoid height was determined by GEOID03.
 EH1226
 EH1226.The dynamic height is computed by dividing the NAVD 88
 EH1226.geopotential number by the normal gravity value computed on the
 EH1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1226.degrees latitude (g = 980.6199 gals.).
 EH1226
 EH1226.The modeled gravity was interpolated from observed gravity values.
 EH1226
 EH1226;                    North         East    Units  Estimated Accuracy
 EH1226;SPC AR S     -   634,650.      468,320.      MT  (+/- 180 meters Scaled)
 EH1226
 EH1226                          SUPERSEDED SURVEY CONTROL
 EH1226
 EH1226  NGVD 29 (??/??/??)   56.702  (m)          186.03   (f) ADJUSTED    1 2
 EH1226
 EH1226.Superseded values are not recommended for survey control.
 EH1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1226.See file dsdata.txt to determine how the superseded data were derived.
 EH1226
 EH1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597500(NAD 83)
 EH1226_MARKER: Z = SEE DESCRIPTION
 EH1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1226_SP_SET: WELL
 EH1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1226
 EH1226  HISTORY     - Date     Condition        Report By
 EH1226  HISTORY     - UNK      MONUMENTED       CGS
 EH1226  HISTORY     - 1956     GOOD             CGS
 EH1226
 EH1226                          STATION DESCRIPTION
 EH1226
 EH1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1226'0.2 MI W FROM KEEVIL.
 EH1226'ABOUT 0.2 MILE WEST-SOUTHWEST OF CROSSING OF THE ST. LOUIS
 EH1226'SOUTHWESTERN RAILWAY AND AN EAST-WEST GRAVEL ROAD AT KEEVIL, AT AN
 EH1226'IRRIGATION WELL, THE TOP OF SOUTHWEST CORNER OF BASE OF PUMP AT OUTER
 EH1226'EDGE OF BOLT HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1231 ***********************************************************************
 EH1231  DESIGNATION -  WELL 2 N 3 W 13 BCC
 EH1231  PID         -  EH1231
 EH1231  STATE/COUNTY-  AR/MONROE
 EH1231  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1231
 EH1231                         *CURRENT SURVEY CONTROL
 EH1231  ___________________________________________________________________
 EH1231* NAD 83(1986)-  34 47 21.     (N)    091 16 45.     (W)     SCALED    
 EH1231* NAVD 88     -        57.445  (meters)     188.47   (feet)  ADJUSTED  
 EH1231  ___________________________________________________________________
 EH1231  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH1231  DYNAMIC HT  -          57.391 (meters)     188.29  (feet)  COMP
 EH1231  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 EH1231
 EH1231  VERT ORDER  -  FIRST     CLASS II
 EH1231
 EH1231.The horizontal coordinates were scaled from a topographic map and have
 EH1231.an estimated accuracy of +/- 6 seconds.
 EH1231
 EH1231.The orthometric height was determined by differential leveling
 EH1231.and adjusted by the National Geodetic Survey in June 1991..
 EH1231
 EH1231.The geoid height was determined by GEOID03.
 EH1231
 EH1231.The dynamic height is computed by dividing the NAVD 88
 EH1231.geopotential number by the normal gravity value computed on the
 EH1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1231.degrees latitude (g = 980.6199 gals.).
 EH1231
 EH1231.The modeled gravity was interpolated from observed gravity values.
 EH1231
 EH1231;                    North         East    Units  Estimated Accuracy
 EH1231;SPC AR S     -   635,650.      465,970.      MT  (+/- 180 meters Scaled)
 EH1231
 EH1231                          SUPERSEDED SURVEY CONTROL
 EH1231
 EH1231  NGVD 29 (??/??/??)   57.456  (m)          188.50   (f) ADJUSTED    1 2
 EH1231
 EH1231.Superseded values are not recommended for survey control.
 EH1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1231.See file dsdata.txt to determine how the superseded data were derived.
 EH1231
 EH1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU574510(NAD 83)
 EH1231_MARKER: Z = SEE DESCRIPTION
 EH1231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1231
 EH1231  HISTORY     - Date     Condition        Report By
 EH1231  HISTORY     - UNK      MONUMENTED       CGS
 EH1231  HISTORY     - 1956     GOOD             CGS
 EH1231
 EH1231                          STATION DESCRIPTION
 EH1231
 EH1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1231'2.4 MI NW FROM KEEVIL.
 EH1231'ABOUT 1.85 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE ST.
 EH1231'LOUIS SOUTHWESTERN RAILWAY AT KEEVIL, THENCE ABOUT 0.55 MILE NORTH
 EH1231'ALONG A GRAVEL ROAD (OLD MILITARY ROAD, AT AN IRRIGATION WELL, ABOUT
 EH1231'110 FEET SOUTHEAST OF CENTER LINE OF ROAD, THE TOP OF THE END OF THE
 EH1231'DISCHARGE PIPE OF WELL.  (THE PIPE BENDS UPWARD AWAY FROM WELL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1228 ***********************************************************************
 EH1228  DESIGNATION -  WELL 2 N 3 W 23 AAA
 EH1228  PID         -  EH1228
 EH1228  STATE/COUNTY-  AR/MONROE
 EH1228  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1228
 EH1228                         *CURRENT SURVEY CONTROL
 EH1228  ___________________________________________________________________
 EH1228* NAD 83(1986)-  34 46 50.     (N)    091 16 49.     (W)     SCALED    
 EH1228* NAVD 88     -        56.370  (meters)     184.94   (feet)  ADJUSTED  
 EH1228  ___________________________________________________________________
 EH1228  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH1228  DYNAMIC HT  -          56.318 (meters)     184.77  (feet)  COMP
 EH1228  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 EH1228
 EH1228  VERT ORDER  -  FIRST     CLASS II
 EH1228
 EH1228.The horizontal coordinates were scaled from a topographic map and have
 EH1228.an estimated accuracy of +/- 6 seconds.
 EH1228
 EH1228.The orthometric height was determined by differential leveling
 EH1228.and adjusted by the National Geodetic Survey in June 1991..
 EH1228
 EH1228.The geoid height was determined by GEOID03.
 EH1228
 EH1228.The dynamic height is computed by dividing the NAVD 88
 EH1228.geopotential number by the normal gravity value computed on the
 EH1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1228.degrees latitude (g = 980.6199 gals.).
 EH1228
 EH1228.The modeled gravity was interpolated from observed gravity values.
 EH1228
 EH1228;                    North         East    Units  Estimated Accuracy
 EH1228;SPC AR S     -   634,700.      465,880.      MT  (+/- 180 meters Scaled)
 EH1228
 EH1228                          SUPERSEDED SURVEY CONTROL
 EH1228
 EH1228  NGVD 29 (??/??/??)   56.383  (m)          184.98   (f) ADJUSTED    1 2
 EH1228
 EH1228.Superseded values are not recommended for survey control.
 EH1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1228.See file dsdata.txt to determine how the superseded data were derived.
 EH1228
 EH1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU573500(NAD 83)
 EH1228_MARKER: Z = SEE DESCRIPTION
 EH1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1228_SP_SET: WELL
 EH1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1228
 EH1228  HISTORY     - Date     Condition        Report By
 EH1228  HISTORY     - UNK      MONUMENTED       CGS
 EH1228  HISTORY     - 1955     GOOD             CGS
 EH1228
 EH1228                          STATION DESCRIPTION
 EH1228
 EH1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1228'1.75 MI W FROM KEEVIL.
 EH1228'ABOUT 1.75  MILES WEST ALONG A GRAVEL ROAD (OLD STATE HIGHWAY 17) FROM
 EH1228'THE CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT KEEVIL, ABOUT
 EH1228'0.1 MILE EAST OF JUNCTION OF OLD MILITARY ROAD, ABOUT 160 FEET SOUTH
 EH1228'OF CENTER LINE OF ROAD, 55 FEET SOUTHEAST OF SOUTHEAST CORNER OF A
 EH1228'SMALL HOUSE, THE CENTER OF A LINE JUST UNDER THE WORDS TURBINE PUMP ON
 EH1228'NAME PLATE OF AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2211 ***********************************************************************
 EH2211  DESIGNATION -  WELL 2 N 5 W
 EH2211  PID         -  EH2211
 EH2211  STATE/COUNTY-  AR/PRAIRIE
 EH2211  USGS QUAD   -  HAZEN (1994)
 EH2211
 EH2211                         *CURRENT SURVEY CONTROL
 EH2211  ___________________________________________________________________
 EH2211* NAD 83(1986)-  34 46 13.     (N)    091 33 00.     (W)     SCALED    
 EH2211* NAVD 88     -        70.705  (meters)     231.97   (feet)  ADJUSTED  
 EH2211  ___________________________________________________________________
 EH2211  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2211  DYNAMIC HT  -          70.638 (meters)     231.75  (feet)  COMP
 EH2211  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 EH2211
 EH2211  VERT ORDER  -  FIRST     CLASS II
 EH2211
 EH2211.The horizontal coordinates were scaled from a topographic map and have
 EH2211.an estimated accuracy of +/- 6 seconds.
 EH2211
 EH2211.The orthometric height was determined by differential leveling
 EH2211.and adjusted by the National Geodetic Survey in June 1991..
 EH2211
 EH2211.The geoid height was determined by GEOID03.
 EH2211
 EH2211.The dynamic height is computed by dividing the NAVD 88
 EH2211.geopotential number by the normal gravity value computed on the
 EH2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2211.degrees latitude (g = 980.6199 gals.).
 EH2211
 EH2211.The modeled gravity was interpolated from observed gravity values.
 EH2211
 EH2211;                    North         East    Units  Estimated Accuracy
 EH2211;SPC AR S     -   633,420.      441,190.      MT  (+/- 180 meters Scaled)
 EH2211
 EH2211                          SUPERSEDED SURVEY CONTROL
 EH2211
 EH2211  NGVD 29 (??/??/??)   70.708  (m)          231.98   (f) ADJUSTED    1 2
 EH2211
 EH2211.Superseded values are not recommended for survey control.
 EH2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2211.See file dsdata.txt to determine how the superseded data were derived.
 EH2211
 EH2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU326485(NAD 83)
 EH2211_MARKER: Z = SEE DESCRIPTION
 EH2211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2211
 EH2211  HISTORY     - Date     Condition        Report By
 EH2211  HISTORY     - UNK      MONUMENTED       USGS
 EH2211  HISTORY     - 1954     GOOD             CGS
 EH2211
 EH2211                          STATION DESCRIPTION
 EH2211
 EH2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2211'2.35 MI SE FROM HAZEN.
 EH2211'1.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2211'FROM THE STATION AT HAZEN, THENCE 0.65 MILE SOUTH ALONG STATE HIGHWAY
 EH2211'11, 0.3 MILE SOUTH OF A ROAD LEADING WEST TO FOWLKES AIRPORT, 125 FEET
 EH2211'EAST OF THE CENTER LINE OF THE HIGHWAY, 78.2 FEET SOUTHEAST OF A POWER
 EH2211'POLE, 42 FEET SOUTH OF AN IRRIGATION WELL, 1.7 FEET ABOVE THE GROUND,
 EH2211'THE HIGH POINT ON THE SOUTH EDGE OF A 2 INCH WATER PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1183 ***********************************************************************
 EH1183  DESIGNATION -  WELL 2 S 4 W 32 ABA
 EH1183  PID         -  EH1183
 EH1183  STATE/COUNTY-  AR/PRAIRIE
 EH1183  USGS QUAD   -  ULM (1968)
 EH1183
 EH1183                         *CURRENT SURVEY CONTROL
 EH1183  ___________________________________________________________________
 EH1183* NAD 83(1986)-  34 34 45.     (N)    091 27 11.     (W)     SCALED    
 EH1183* NAVD 88     -        63.520  (meters)     208.40   (feet)  ADJUSTED  
 EH1183  ___________________________________________________________________
 EH1183  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH1183  DYNAMIC HT  -          63.460 (meters)     208.20  (feet)  COMP
 EH1183  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 EH1183
 EH1183  VERT ORDER  -  FIRST     CLASS II
 EH1183
 EH1183.The horizontal coordinates were scaled from a topographic map and have
 EH1183.an estimated accuracy of +/- 6 seconds.
 EH1183
 EH1183.The orthometric height was determined by differential leveling
 EH1183.and adjusted by the National Geodetic Survey in June 1991..
 EH1183
 EH1183.The geoid height was determined by GEOID03.
 EH1183
 EH1183.The dynamic height is computed by dividing the NAVD 88
 EH1183.geopotential number by the normal gravity value computed on the
 EH1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1183.degrees latitude (g = 980.6199 gals.).
 EH1183
 EH1183.The modeled gravity was interpolated from observed gravity values.
 EH1183
 EH1183;                    North         East    Units  Estimated Accuracy
 EH1183;SPC AR S     -   612,260.      450,180.      MT  (+/- 180 meters Scaled)
 EH1183
 EH1183                          SUPERSEDED SURVEY CONTROL
 EH1183
 EH1183  NGVD 29 (??/??/??)   63.545  (m)          208.48   (f) ADJUSTED    1 2
 EH1183
 EH1183.Superseded values are not recommended for survey control.
 EH1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1183.See file dsdata.txt to determine how the superseded data were derived.
 EH1183
 EH1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU418274(NAD 83)
 EH1183_MARKER: X = CHISELED CROSS
 EH1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1183_SP_SET: CONCRETE CAST
 EH1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1183
 EH1183  HISTORY     - Date     Condition        Report By
 EH1183  HISTORY     - UNK      MONUMENTED       CGS
 EH1183  HISTORY     - 1955     GOOD             CGS
 EH1183
 EH1183                          STATION DESCRIPTION
 EH1183
 EH1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1183'0.55 MI NE FROM ULM.
 EH1183'ABOUT 0.55 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1183'FROM THE STATION SIGN AT ULM, ON PROPERTY OF MR. TIMMERMAN, 298 FEET
 EH1183'SOUTH OF CENTER OF A GRAVEL ROAD CROSSING, 123 FEET SOUTHEAST OF
 EH1183'SOUTHEAST RAIL OF TRACK, A CHISELED CROSS ON THE TOP OF NORTHWEST
 EH1183'CORNER OF A THIN LAYER OF CONCRETE CAST AROUND AN IRRIGATION WELL AND
 EH1183'ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1436 ***********************************************************************
 EH1436  DESIGNATION -  WELL 2 S 4 W 32 CCC 1
 EH1436  PID         -  EH1436
 EH1436  STATE/COUNTY-  AR/ARKANSAS
 EH1436  USGS QUAD   -  ALMYRA (1968)
 EH1436
 EH1436                         *CURRENT SURVEY CONTROL
 EH1436  ___________________________________________________________________
 EH1436* NAD 83(1986)-  34 28 38.     (N)    091 28 06.     (W)     SCALED    
 EH1436* NAVD 88     -        65.338  (meters)     214.36   (feet)  ADJUSTED  
 EH1436  ___________________________________________________________________
 EH1436  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH1436  DYNAMIC HT  -          65.275 (meters)     214.16  (feet)  COMP
 EH1436  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 EH1436
 EH1436  VERT ORDER  -  FIRST     CLASS II
 EH1436
 EH1436.The horizontal coordinates were scaled from a topographic map and have
 EH1436.an estimated accuracy of +/- 6 seconds.
 EH1436
 EH1436.The orthometric height was determined by differential leveling
 EH1436.and adjusted by the National Geodetic Survey in August 1993..
 EH1436
 EH1436.The geoid height was determined by GEOID03.
 EH1436
 EH1436.The dynamic height is computed by dividing the NAVD 88
 EH1436.geopotential number by the normal gravity value computed on the
 EH1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1436.degrees latitude (g = 980.6199 gals.).
 EH1436
 EH1436.The modeled gravity was interpolated from observed gravity values.
 EH1436
 EH1436;                    North         East    Units  Estimated Accuracy
 EH1436;SPC AR S     -   600,940.      448,840.      MT  (+/- 180 meters Scaled)
 EH1436
 EH1436                          SUPERSEDED SURVEY CONTROL
 EH1436
 EH1436  NAVD 88 (06/15/91)   65.380  (m)          214.50   (f) UNKNOWN     1 2
 EH1436  NGVD 29 (??/??/??)   65.383  (m)          214.51   (f) ADJUSTED    1 2
 EH1436
 EH1436.Superseded values are not recommended for survey control.
 EH1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1436.See file dsdata.txt to determine how the superseded data were derived.
 EH1436
 EH1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU406161(NAD 83)
 EH1436_MARKER: O = CHISELED CIRCLE
 EH1436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1436_SP_SET: WELL CASING
 EH1436_STAMPING: 2S 4W 32 CCC 1
 EH1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1436
 EH1436  HISTORY     - Date     Condition        Report By
 EH1436  HISTORY     - UNK      MONUMENTED       USGS
 EH1436  HISTORY     - 1955     GOOD             CGS
 EH1436
 EH1436                          STATION DESCRIPTION
 EH1436
 EH1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1436'5.1 MI E FROM STUTTGART.
 EH1436'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1436'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1436'HIGHWAYS 11 AND 30, THENCE 4.0 MILES EAST ALONG STATE HIGHWAY 30, 268
 EH1436'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 146 FEET SOUTH OF THE
 EH1436'SOUTHWEST CORNER OF A SMALL HOUSE, 27 FEET EAST OF THE CENTER LINE OF
 EH1436'A NORTH AND SOUTH ROAD, 20 FEET NORTH OF A FENCE CORNER, 1.5 FEET EAST
 EH1436'OF A NORTH AND SOUTH FENCE, 1 FOOT ABOVE THE GROUND, A CHISELED HIGH
 EH1436'POINT ON THE TOP OF THE NORTH EDGE OF A 2 INCH WELL CASING, 2S 4W 32
 EH1436'CCC 1 IS STAMPED ON A CAP WHICH IS ON THE TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1433 ***********************************************************************
 EH1433  DESIGNATION -  WELL 2 S 4 W 32 DDD 1
 EH1433  PID         -  EH1433
 EH1433  STATE/COUNTY-  AR/ARKANSAS
 EH1433  USGS QUAD   -  ALMYRA (1968)
 EH1433
 EH1433                         *CURRENT SURVEY CONTROL
 EH1433  ___________________________________________________________________
 EH1433* NAD 83(1986)-  34 28 39.     (N)    091 27 03.     (W)     SCALED    
 EH1433* NAVD 88     -        62.391  (meters)     204.69   (feet)  ADJUSTED  
 EH1433  ___________________________________________________________________
 EH1433  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH1433  DYNAMIC HT  -          62.331 (meters)     204.50  (feet)  COMP
 EH1433  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 EH1433
 EH1433  VERT ORDER  -  FIRST     CLASS II
 EH1433
 EH1433.The horizontal coordinates were scaled from a topographic map and have
 EH1433.an estimated accuracy of +/- 6 seconds.
 EH1433
 EH1433.The orthometric height was determined by differential leveling
 EH1433.and adjusted by the National Geodetic Survey in August 1993..
 EH1433
 EH1433.The geoid height was determined by GEOID03.
 EH1433
 EH1433.The dynamic height is computed by dividing the NAVD 88
 EH1433.geopotential number by the normal gravity value computed on the
 EH1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1433.degrees latitude (g = 980.6199 gals.).
 EH1433
 EH1433.The modeled gravity was interpolated from observed gravity values.
 EH1433
 EH1433;                    North         East    Units  Estimated Accuracy
 EH1433;SPC AR S     -   600,980.      450,450.      MT  (+/- 180 meters Scaled)
 EH1433
 EH1433                          SUPERSEDED SURVEY CONTROL
 EH1433
 EH1433  NAVD 88 (06/15/91)   62.434  (m)          204.84   (f) UNKNOWN     1 2
 EH1433  NGVD 29 (??/??/??)   62.438  (m)          204.85   (f) ADJUSTED    1 2
 EH1433
 EH1433.Superseded values are not recommended for survey control.
 EH1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1433.See file dsdata.txt to determine how the superseded data were derived.
 EH1433
 EH1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU422161(NAD 83)
 EH1433_MARKER: O = CHISELED CIRCLE
 EH1433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1433_SP_SET: WELL CASING
 EH1433_STAMPING: 2S 4W 32 DDD 1
 EH1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1433
 EH1433  HISTORY     - Date     Condition        Report By
 EH1433  HISTORY     - UNK      MONUMENTED       USGS
 EH1433  HISTORY     - 1955     GOOD             CGS
 EH1433
 EH1433                          STATION DESCRIPTION
 EH1433
 EH1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1433'6.2 MI E FROM STUTTGART.
 EH1433'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1433'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1433'HIGHWAYS 11 AND 30, THENCE 5.0 MILES EAST ALONG STATE HIGHWAY 30,
 EH1433'THENCE 0.1 MILE NORTH ALONG A DIRT ROAD, 32 FEET WEST OF THE CENTER
 EH1433'LINE OF A NORTH AND SOUTH ROAD, 18 FEET SOUTH OF BENCH MARK N 116, 11
 EH1433'FEET SOUTH OF A WITNESS POST, 1.5 FEET ABOVE THE GROUND, A CHISELED
 EH1433'HIGH POINT ON THE TOP OF THE SOUTH EDGE OF A 2 INCH WELL CASING, 2S 4W
 EH1433'32 DDD 1 IS STAMPED ON A CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1180 ***********************************************************************
 EH1180  DESIGNATION -  WELL 2 S 4 W 6 ABB 1
 EH1180  PID         -  EH1180
 EH1180  STATE/COUNTY-  AR/ARKANSAS
 EH1180  USGS QUAD   -  ULM (1968)
 EH1180
 EH1180                         *CURRENT SURVEY CONTROL
 EH1180  ___________________________________________________________________
 EH1180* NAD 83(1986)-  34 33 55.     (N)    091 28 33.     (W)     SCALED    
 EH1180* NAVD 88     -        65.477  (meters)     214.82   (feet)  ADJUSTED  
 EH1180  ___________________________________________________________________
 EH1180  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EH1180  DYNAMIC HT  -          65.414 (meters)     214.61  (feet)  COMP
 EH1180  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 EH1180
 EH1180  VERT ORDER  -  FIRST     CLASS II
 EH1180
 EH1180.The horizontal coordinates were scaled from a topographic map and have
 EH1180.an estimated accuracy of +/- 6 seconds.
 EH1180
 EH1180.The orthometric height was determined by differential leveling
 EH1180.and adjusted by the National Geodetic Survey in June 1991..
 EH1180
 EH1180.The geoid height was determined by GEOID03.
 EH1180
 EH1180.The dynamic height is computed by dividing the NAVD 88
 EH1180.geopotential number by the normal gravity value computed on the
 EH1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1180.degrees latitude (g = 980.6199 gals.).
 EH1180
 EH1180.The modeled gravity was interpolated from observed gravity values.
 EH1180
 EH1180;                    North         East    Units  Estimated Accuracy
 EH1180;SPC AR S     -   610,710.      448,100.      MT  (+/- 180 meters Scaled)
 EH1180
 EH1180                          SUPERSEDED SURVEY CONTROL
 EH1180
 EH1180  NGVD 29 (??/??/??)   65.502  (m)          214.90   (f) ADJUSTED    1 2
 EH1180
 EH1180.Superseded values are not recommended for survey control.
 EH1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1180.See file dsdata.txt to determine how the superseded data were derived.
 EH1180
 EH1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU398258(NAD 83)
 EH1180_MARKER: X = CHISELED CROSS
 EH1180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1180
 EH1180  HISTORY     - Date     Condition        Report By
 EH1180  HISTORY     - UNK      MONUMENTED       CGS
 EH1180  HISTORY     - 1955     GOOD             CGS
 EH1180
 EH1180                          STATION DESCRIPTION
 EH1180
 EH1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1180'1.15 MI SW FROM ULM.
 EH1180'ABOUT 1.05 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1180'FROM THE STATION SIGN AT ULM, THENCE ABOUT 0.1 MILE NORTHWEST ACROSS
 EH1180'AN OPEN FIELD, NEAR THE ARKANSAS-PRAIRIE COUNTY LINE, A CHISELED CROSS
 EH1180'OF THE TOP OF COLLAR OF DISCHARGE PIPE OF AN IRRIGATION WELL, AND
 EH1180'INSIDE A SMALL CORRUGATED METEL SHED COVERING WELL PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2347 ***********************************************************************
 EH2347  DESIGNATION -  WELL 2 S 5 W 4 BBB 1
 EH2347  PID         -  EH2347
 EH2347  STATE/COUNTY-  AR/ARKANSAS
 EH2347  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2347
 EH2347                         *CURRENT SURVEY CONTROL
 EH2347  ___________________________________________________________________
 EH2347* NAD 83(1986)-  34 33 55.     (N)    091 33 21.     (W)     SCALED    
 EH2347* NAVD 88     -        67.439  (meters)     221.26   (feet)  ADJUSTED  
 EH2347  ___________________________________________________________________
 EH2347  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH2347  DYNAMIC HT  -          67.375 (meters)     221.05  (feet)  COMP
 EH2347  MODELED GRAV-     979,682.0   (mgal)                       NAVD 88
 EH2347
 EH2347  VERT ORDER  -  FIRST     CLASS II
 EH2347
 EH2347.The horizontal coordinates were scaled from a topographic map and have
 EH2347.an estimated accuracy of +/- 6 seconds.
 EH2347
 EH2347.The orthometric height was determined by differential leveling
 EH2347.and adjusted by the National Geodetic Survey in June 1991..
 EH2347
 EH2347.The geoid height was determined by GEOID03.
 EH2347
 EH2347.The dynamic height is computed by dividing the NAVD 88
 EH2347.geopotential number by the normal gravity value computed on the
 EH2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2347.degrees latitude (g = 980.6199 gals.).
 EH2347
 EH2347.The modeled gravity was interpolated from observed gravity values.
 EH2347
 EH2347;                    North         East    Units  Estimated Accuracy
 EH2347;SPC AR S     -   610,670.      440,760.      MT  (+/- 180 meters Scaled)
 EH2347
 EH2347                          SUPERSEDED SURVEY CONTROL
 EH2347
 EH2347  NGVD 29 (??/??/??)   67.465  (m)          221.34   (f) ADJUSTED    1 2
 EH2347
 EH2347.Superseded values are not recommended for survey control.
 EH2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2347.See file dsdata.txt to determine how the superseded data were derived.
 EH2347
 EH2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324257(NAD 83)
 EH2347_MARKER: X = CHISELED CROSS
 EH2347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2347_SP_SET: WELL
 EH2347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2347
 EH2347  HISTORY     - Date     Condition        Report By
 EH2347  HISTORY     - UNK      MONUMENTED       USGS
 EH2347  HISTORY     - 1954     GOOD             CGS
 EH2347
 EH2347                          STATION DESCRIPTION
 EH2347
 EH2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2347'4.7 MI N FROM STUTTGART.
 EH2347'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2347'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2347'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2347'ALONG STATE HIGHWAYS 11 AND 30, THENCE 1.9 MILES NORTH ALONG STATE
 EH2347'HIGHWAY 11, 0.1 MILE SOUTH OF THE ARKANSAS AND PRAIRIE COUNTY LINE,
 EH2347'175 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET EAST OF A
 EH2347'POWER POLE, A CHISELED CROSS ON THE TOP OF THE NORTHEAST EDGE OF THE
 EH2347'STEEL BASE PLATE OF A PUMP OVER AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2349 ***********************************************************************
 EH2349  DESIGNATION -  WELL 2 S 5 W 4 BBB 2
 EH2349  PID         -  EH2349
 EH2349  STATE/COUNTY-  AR/ARKANSAS
 EH2349  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2349
 EH2349                         *CURRENT SURVEY CONTROL
 EH2349  ___________________________________________________________________
 EH2349* NAD 83(1986)-  34 33 56.     (N)    091 33 20.     (W)     SCALED    
 EH2349* NAVD 88     -        67.301  (meters)     220.80   (feet)  ADJUSTED  
 EH2349  ___________________________________________________________________
 EH2349  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH2349  DYNAMIC HT  -          67.236 (meters)     220.59  (feet)  COMP
 EH2349  MODELED GRAV-     979,682.0   (mgal)                       NAVD 88
 EH2349
 EH2349  VERT ORDER  -  FIRST     CLASS II
 EH2349
 EH2349.The horizontal coordinates were scaled from a topographic map and have
 EH2349.an estimated accuracy of +/- 6 seconds.
 EH2349
 EH2349.The orthometric height was determined by differential leveling
 EH2349.and adjusted by the National Geodetic Survey in June 1991..
 EH2349
 EH2349.The geoid height was determined by GEOID03.
 EH2349
 EH2349.The dynamic height is computed by dividing the NAVD 88
 EH2349.geopotential number by the normal gravity value computed on the
 EH2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2349.degrees latitude (g = 980.6199 gals.).
 EH2349
 EH2349.The modeled gravity was interpolated from observed gravity values.
 EH2349
 EH2349;                    North         East    Units  Estimated Accuracy
 EH2349;SPC AR S     -   610,700.      440,780.      MT  (+/- 180 meters Scaled)
 EH2349
 EH2349                          SUPERSEDED SURVEY CONTROL
 EH2349
 EH2349  NGVD 29 (??/??/??)   67.326  (m)          220.89   (f) ADJUSTED    1 2
 EH2349
 EH2349.Superseded values are not recommended for survey control.
 EH2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2349.See file dsdata.txt to determine how the superseded data were derived.
 EH2349
 EH2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU325258(NAD 83)
 EH2349_MARKER: X = CHISELED CROSS
 EH2349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2349_SP_SET: WELL CASING
 EH2349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2349
 EH2349  HISTORY     - Date     Condition        Report By
 EH2349  HISTORY     - UNK      MONUMENTED       USGS
 EH2349  HISTORY     - 1954     GOOD             CGS
 EH2349
 EH2349                          STATION DESCRIPTION
 EH2349
 EH2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2349'4.7 MI N FROM STUTTGART.
 EH2349'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2349'SOUTHWESTERM RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2349'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2349'ALONG STATE HIGHWAYS 11 AND 30, THENCE 1.9 MILES NORTH ALONG STATE
 EH2349'HIGHWAY 11, 0.1 MILE SOUTH OF THE ARKANSAS AND PRAIRIE COUNTY LINE,
 EH2349'175 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 91 FEET NORTHEAST OF
 EH2349'A POWER POLE, FLUSH WITH THE GROUND, A CHISELED CROSS ON THE TOP OF
 EH2349'THE NORTH EDGE OF A 24 INCH IRRIGATION WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2348 ***********************************************************************
 EH2348  DESIGNATION -  WELL 2 S 5 W 9 BBA
 EH2348  PID         -  EH2348
 EH2348  STATE/COUNTY-  AR/ARKANSAS
 EH2348  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2348
 EH2348                         *CURRENT SURVEY CONTROL
 EH2348  ___________________________________________________________________
 EH2348* NAD 83(1986)-  34 33 07.     (N)    091 33 11.     (W)     SCALED    
 EH2348* NAVD 88     -        67.067  (meters)     220.04   (feet)  ADJUSTED  
 EH2348  ___________________________________________________________________
 EH2348  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EH2348  DYNAMIC HT  -          67.003 (meters)     219.83  (feet)  COMP
 EH2348  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 EH2348
 EH2348  VERT ORDER  -  FIRST     CLASS II
 EH2348
 EH2348.The horizontal coordinates were scaled from a topographic map and have
 EH2348.an estimated accuracy of +/- 6 seconds.
 EH2348
 EH2348.The orthometric height was determined by differential leveling
 EH2348.and adjusted by the National Geodetic Survey in June 1991..
 EH2348
 EH2348.The geoid height was determined by GEOID03.
 EH2348
 EH2348.The dynamic height is computed by dividing the NAVD 88
 EH2348.geopotential number by the normal gravity value computed on the
 EH2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2348.degrees latitude (g = 980.6199 gals.).
 EH2348
 EH2348.The modeled gravity was interpolated from observed gravity values.
 EH2348
 EH2348;                    North         East    Units  Estimated Accuracy
 EH2348;SPC AR S     -   609,190.      441,020.      MT  (+/- 180 meters Scaled)
 EH2348
 EH2348                          SUPERSEDED SURVEY CONTROL
 EH2348
 EH2348  NGVD 29 (??/??/??)   67.092  (m)          220.12   (f) ADJUSTED    1 2
 EH2348
 EH2348.Superseded values are not recommended for survey control.
 EH2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2348.See file dsdata.txt to determine how the superseded data were derived.
 EH2348
 EH2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU327243(NAD 83)
 EH2348_MARKER: X = CHISELED CROSS
 EH2348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2348_SP_SET: WELL CASING
 EH2348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2348
 EH2348  HISTORY     - Date     Condition        Report By
 EH2348  HISTORY     - UNK      MONUMENTED       USGS
 EH2348  HISTORY     - 1954     GOOD             CGS
 EH2348
 EH2348                          STATION DESCRIPTION
 EH2348
 EH2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2348'4.0 MI N FROM STUTTGART.
 EH2348'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2348'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2348'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2348'ALONG STATE HIGHWAYS 11 AND 30, THENCE 1.0 MILE NORTH ALONG STATE
 EH2348'HIGHWAY 11, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, 132 FEET SOUTH OF
 EH2348'THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, A CHISELED CROSS ON THE
 EH2348'TOP OF THE NORTHEAST EDGE OF AN IRRIGATION WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0149 ***********************************************************************
 GE0149  DESIGNATION -  WELL 21 N 6 E 30 AAA
 GE0149  PID         -  GE0149
 GE0149  STATE/COUNTY-  AR/CLAY
 GE0149  USGS QUAD   -  MC DOUGAL (1984)
 GE0149
 GE0149                         *CURRENT SURVEY CONTROL
 GE0149  ___________________________________________________________________
 GE0149* NAD 83(1986)-  36 26 01.     (N)    090 27 41.     (W)     SCALED    
 GE0149* NAVD 88     -        88.889  (meters)     291.63   (feet)  ADJUSTED  
 GE0149  ___________________________________________________________________
 GE0149  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GE0149  DYNAMIC HT  -          88.817 (meters)     291.39  (feet)  COMP
 GE0149  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GE0149
 GE0149  VERT ORDER  -  FIRST     CLASS II
 GE0149
 GE0149.The horizontal coordinates were scaled from a topographic map and have
 GE0149.an estimated accuracy of +/- 6 seconds.
 GE0149
 GE0149.The orthometric height was determined by differential leveling
 GE0149.and adjusted by the National Geodetic Survey in June 1991..
 GE0149
 GE0149.The geoid height was determined by GEOID03.
 GE0149
 GE0149.The dynamic height is computed by dividing the NAVD 88
 GE0149.geopotential number by the normal gravity value computed on the
 GE0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0149.degrees latitude (g = 980.6199 gals.).
 GE0149
 GE0149.The modeled gravity was interpolated from observed gravity values.
 GE0149
 GE0149;                    North         East    Units  Estimated Accuracy
 GE0149;SPC AR N     -   234,100.      537,960.      MT  (+/- 180 meters Scaled)
 GE0149
 GE0149                          SUPERSEDED SURVEY CONTROL
 GE0149
 GE0149  NGVD 29 (??/??/92)   88.880  (m)          291.60   (f) ADJ UNCH    1 2
 GE0149
 GE0149.Superseded values are not recommended for survey control.
 GE0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0149.See file dsdata.txt to determine how the superseded data were derived.
 GE0149
 GE0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA275350(NAD 83)
 GE0149_MARKER: Z = SEE DESCRIPTION
 GE0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0149_SP_SET: WELL PUMP
 GE0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0149
 GE0149  HISTORY     - Date     Condition        Report By
 GE0149  HISTORY     - UNK      MONUMENTED       CGS
 GE0149  HISTORY     - 1956     GOOD             NGS
 GE0149
 GE0149                          STATION DESCRIPTION
 GE0149
 GE0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0149'3.9 MI W FROM MC DOUGAL.
 GE0149'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN
 GE0149'AT MC DOUGAL, ABOUT 0.1 MILE SOUTHWEST ACROSS A FIELD ROAD FROM
 GE0149'HIGHWAY BRIDGE OVER DITCH NO. 19, ABOUT 75 YARDS SOUTH OF
 GE0149'HIGHWAY, ABOUT 58 YARDS SOUTHWEST OF SOUTHWEST CORNER OF A FARM
 GE0149'HOUSE, AT AN IRRIGATION WELL.  THE ROD WAS HELD ON THE TOP OF
 GE0149'LIP OF THE NORTHEAST PULLING EAR OF PUMP.  THE PUMP HAS TWO OF
 GE0149'THESE EARS AND ARE FOR PULLING OUT THE PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1253 ***********************************************************************
 EH1253  DESIGNATION -  WELL 3 N 1 W 13 ADD
 EH1253  PID         -  EH1253
 EH1253  STATE/COUNTY-  AR/LEE
 EH1253  USGS QUAD   -  WHEATLEY (1971)
 EH1253
 EH1253                         *CURRENT SURVEY CONTROL
 EH1253  ___________________________________________________________________
 EH1253* NAD 83(1986)-  34 52 32.     (N)    091 02 54.     (W)     SCALED    
 EH1253* NAVD 88     -        63.148  (meters)     207.18   (feet)  ADJUSTED  
 EH1253  ___________________________________________________________________
 EH1253  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1253  DYNAMIC HT  -          63.090 (meters)     206.99  (feet)  COMP
 EH1253  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 EH1253
 EH1253  VERT ORDER  -  FIRST     CLASS II
 EH1253
 EH1253.The horizontal coordinates were scaled from a topographic map and have
 EH1253.an estimated accuracy of +/- 6 seconds.
 EH1253
 EH1253.The orthometric height was determined by differential leveling
 EH1253.and adjusted by the National Geodetic Survey in June 1991..
 EH1253
 EH1253.The geoid height was determined by GEOID03.
 EH1253
 EH1253.The dynamic height is computed by dividing the NAVD 88
 EH1253.geopotential number by the normal gravity value computed on the
 EH1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1253.degrees latitude (g = 980.6199 gals.).
 EH1253
 EH1253.The modeled gravity was interpolated from observed gravity values.
 EH1253
 EH1253;                    North         East    Units  Estimated Accuracy
 EH1253;SPC AR S     -   645,410.      487,010.      MT  (+/- 180 meters Scaled)
 EH1253
 EH1253                          SUPERSEDED SURVEY CONTROL
 EH1253
 EH1253  NGVD 29 (??/??/??)   63.148  (m)          207.18   (f) ADJUSTED    1 2
 EH1253
 EH1253.Superseded values are not recommended for survey control.
 EH1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1253.See file dsdata.txt to determine how the superseded data were derived.
 EH1253
 EH1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU783609(NAD 83)
 EH1253_MARKER: Z = SEE DESCRIPTION
 EH1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1253_SP_SET: PUMP BASE
 EH1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1253
 EH1253  HISTORY     - Date     Condition        Report By
 EH1253  HISTORY     - UNK      MONUMENTED       CGS
 EH1253  HISTORY     - 1956     GOOD             CGS
 EH1253
 EH1253                          STATION DESCRIPTION
 EH1253
 EH1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1253'4.7 MI SE FROM WHEATLEY.
 EH1253'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF
 EH1253'U.S. HIGHWAY 70 AT WHEATLEY, ABOUT 0.25 MILE NORTHWEST OF AN 8-FOOT
 EH1253'BRIDGE OVER A SMALL STREAM, AT AN IRRIGATION WELL, 51 FEET SOUTHWEST
 EH1253'OF CENTER LINE OF HIGHWAY, 63 FEET NORTHWEST OF CENTER OF A DRIVE
 EH1253'SOUTHWEST TO A HOUSE, POINT IN VERTICAL OPENING ON NORTHWEST SIDE OF
 EH1253'PUMP BASE AND DIRECTLY ABOVE THE LETTER A IN LAYNE CAST IN PUMP BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1250 ***********************************************************************
 EH1250  DESIGNATION -  WELL 3 N 1 W 14 BBB 1
 EH1250  PID         -  EH1250
 EH1250  STATE/COUNTY-  AR/LEE
 EH1250  USGS QUAD   -  WHEATLEY (1971)
 EH1250
 EH1250                         *CURRENT SURVEY CONTROL
 EH1250  ___________________________________________________________________
 EH1250* NAD 83(1986)-  34 52 46.     (N)    091 04 50.     (W)     SCALED    
 EH1250* NAVD 88     -        63.788  (meters)     209.28   (feet)  ADJUSTED  
 EH1250  ___________________________________________________________________
 EH1250  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1250  DYNAMIC HT  -          63.730 (meters)     209.09  (feet)  COMP
 EH1250  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 EH1250
 EH1250  VERT ORDER  -  FIRST     CLASS II
 EH1250
 EH1250.The horizontal coordinates were scaled from a topographic map and have
 EH1250.an estimated accuracy of +/- 6 seconds.
 EH1250
 EH1250.The orthometric height was determined by differential leveling
 EH1250.and adjusted by the National Geodetic Survey in June 1991..
 EH1250
 EH1250.The geoid height was determined by GEOID03.
 EH1250
 EH1250.The dynamic height is computed by dividing the NAVD 88
 EH1250.geopotential number by the normal gravity value computed on the
 EH1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1250.degrees latitude (g = 980.6199 gals.).
 EH1250
 EH1250.The modeled gravity was interpolated from observed gravity values.
 EH1250
 EH1250;                    North         East    Units  Estimated Accuracy
 EH1250;SPC AR S     -   645,810.      484,060.      MT  (+/- 180 meters Scaled)
 EH1250
 EH1250                          SUPERSEDED SURVEY CONTROL
 EH1250
 EH1250  NGVD 29 (??/??/??)   63.787  (m)          209.27   (f) ADJUSTED    1 2
 EH1250
 EH1250.Superseded values are not recommended for survey control.
 EH1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1250.See file dsdata.txt to determine how the superseded data were derived.
 EH1250
 EH1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU754613(NAD 83)
 EH1250_MARKER: O = CHISELED CIRCLE
 EH1250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1250_SP_SET: PUMP BASE
 EH1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1250
 EH1250  HISTORY     - Date     Condition        Report By
 EH1250  HISTORY     - UNK      MONUMENTED       CGS
 EH1250  HISTORY     - 1956     GOOD             CGS
 EH1250
 EH1250                          STATION DESCRIPTION
 EH1250
 EH1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1250'2.7 MI SE FROM WHEATLEY.
 EH1250'ABOUT 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF
 EH1250'U.S. HIGHWAY 70 AT WHEATLEY, 548 FEET SOUTH OF CENTER OF JUNCTION OF
 EH1250'HIGHWAY AND A GRAVEL ROAD WEST OF A POINT WHERE THE HIGHWAY CURVES
 EH1250'WITH TANGENTS EXTENDING NORTHWEST AND EAST, 201 FEET EAST OF CENTER
 EH1250'LINE OF A NORTH-SOUTH GRAVEL ROAD, AT AN IRRIGATION WELL.  THE POINT
 EH1250'LEVELED TO IS THE TOP OF A METAL PUMP BASE WHICH FITS ONTO THE PUMP
 EH1250'CASING AND ON THE SOUTHWEST SIDE OF PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1154 ***********************************************************************
 EH1154  DESIGNATION -  WELL 3 N 1 W 6 DBC
 EH1154  PID         -  EH1154
 EH1154  STATE/COUNTY-  AR/MONROE
 EH1154  USGS QUAD   -  BRINKLEY (1971)
 EH1154
 EH1154                         *CURRENT SURVEY CONTROL
 EH1154  ___________________________________________________________________
 EH1154* NAD 83(1986)-  34 54 10.     (N)    091 08 22.     (W)     SCALED    
 EH1154* NAVD 88     -        58.377  (meters)     191.53   (feet)  ADJUSTED  
 EH1154  ___________________________________________________________________
 EH1154  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1154  DYNAMIC HT  -          58.323 (meters)     191.35  (feet)  COMP
 EH1154  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 EH1154
 EH1154  VERT ORDER  -  FIRST     CLASS II
 EH1154
 EH1154.The horizontal coordinates were scaled from a topographic map and have
 EH1154.an estimated accuracy of +/- 6 seconds.
 EH1154
 EH1154.The orthometric height was determined by differential leveling
 EH1154.and adjusted by the National Geodetic Survey in June 1991..
 EH1154
 EH1154.The geoid height was determined by GEOID03.
 EH1154
 EH1154.The dynamic height is computed by dividing the NAVD 88
 EH1154.geopotential number by the normal gravity value computed on the
 EH1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1154.degrees latitude (g = 980.6199 gals.).
 EH1154
 EH1154.The modeled gravity was interpolated from observed gravity values.
 EH1154
 EH1154;                    North         East    Units  Estimated Accuracy
 EH1154;SPC AR S     -   648,360.      478,650.      MT  (+/- 180 meters Scaled)
 EH1154
 EH1154                          SUPERSEDED SURVEY CONTROL
 EH1154
 EH1154  NGVD 29 (??/??/??)   58.377  (m)          191.53   (f) ADJUSTED    1 2
 EH1154
 EH1154.Superseded values are not recommended for survey control.
 EH1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1154.See file dsdata.txt to determine how the superseded data were derived.
 EH1154
 EH1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU699638(NAD 83)
 EH1154_MARKER: X = CHISELED CROSS
 EH1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1154_SP_SET: MOTOR SUPPORT
 EH1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1154
 EH1154  HISTORY     - Date     Condition        Report By
 EH1154  HISTORY     - UNK      MONUMENTED       USGS
 EH1154  HISTORY     - 1955     GOOD             CGS
 EH1154
 EH1154                          STATION DESCRIPTION
 EH1154
 EH1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1154'3.05 MI NE FROM BRINKLEY.
 EH1154'ABOUT 3.05 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1154'RAILROAD FROM THE STATION AT BRINKLEY, ABOUT 60 YARDS SOUTH AND ACROSS
 EH1154'U.S. HIGHWAY 70 FROM THE CENTER LINE OF THE TRACK, 90 FEET SOUTH OF
 EH1154'THE CENTER LINE OF HIGHWAY 70, 345 FEET SOUTHWEST OF THE WEST END OF
 EH1154'THE SOUTH HEADWALL OF A 6-FOOT CONCRETE CULVERT UNDER THE HIGHWAY,
 EH1154'ABOUT 2 INCHES ABOVE THE GROUND, ABOUT 2 INCHES BELOW THE BOTTOM OF
 EH1154'THE DISCHARGE PIPE OF THE WELL, A CHISELED CROSS IN THE BOTTOM OF THE
 EH1154'EAST SIDE OF THE CAST IRON SUPPORT FOR THE ELECTRIC MOTOR THAT DRIVES
 EH1154'THE DEEP WELL PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1139 ***********************************************************************
 EH1139  DESIGNATION -  WELL 3 N 2 W 16 ACB
 EH1139  PID         -  EH1139
 EH1139  STATE/COUNTY-  AR/MONROE
 EH1139  USGS QUAD   -  BRINKLEY (1971)
 EH1139
 EH1139                         *CURRENT SURVEY CONTROL
 EH1139  ___________________________________________________________________
 EH1139* NAD 83(1986)-  34 52 33.     (N)    091 13 06.     (W)     SCALED    
 EH1139* NAVD 88     -        58.171  (meters)     190.85   (feet)  ADJUSTED  
 EH1139  ___________________________________________________________________
 EH1139  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1139  DYNAMIC HT  -          58.117 (meters)     190.67  (feet)  COMP
 EH1139  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 EH1139
 EH1139  VERT ORDER  -  FIRST     CLASS II
 EH1139
 EH1139.The horizontal coordinates were scaled from a topographic map and have
 EH1139.an estimated accuracy of +/- 6 seconds.
 EH1139
 EH1139.The orthometric height was determined by differential leveling
 EH1139.and adjusted by the National Geodetic Survey in June 1991..
 EH1139
 EH1139.The geoid height was determined by GEOID03.
 EH1139
 EH1139.The dynamic height is computed by dividing the NAVD 88
 EH1139.geopotential number by the normal gravity value computed on the
 EH1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1139.degrees latitude (g = 980.6199 gals.).
 EH1139
 EH1139.The modeled gravity was interpolated from observed gravity values.
 EH1139
 EH1139;                    North         East    Units  Estimated Accuracy
 EH1139;SPC AR S     -   645,310.      471,470.      MT  (+/- 180 meters Scaled)
 EH1139
 EH1139                          SUPERSEDED SURVEY CONTROL
 EH1139
 EH1139  NGVD 29 (??/??/??)   58.173  (m)          190.86   (f) ADJUSTED    1 2
 EH1139
 EH1139.Superseded values are not recommended for survey control.
 EH1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1139.See file dsdata.txt to determine how the superseded data were derived.
 EH1139
 EH1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU628607(NAD 83)
 EH1139_MARKER: Z = SEE DESCRIPTION
 EH1139_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1139_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1139
 EH1139  HISTORY     - Date     Condition        Report By
 EH1139  HISTORY     - UNK      MONUMENTED       USGS
 EH1139  HISTORY     - 1955     GOOD             CGS
 EH1139
 EH1139                          STATION DESCRIPTION
 EH1139
 EH1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1139'1.65 MI SW FROM BRINKLEY.
 EH1139'ABOUT 1.35 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1139'RAILROAD FROM THE STATION AT BRINKLEY, THENCE 0.3 MILE SOUTH ALONG A
 EH1139'PRIVATE ROAD, ABOUT 100 YARDS SOUTHWEST OF A TENNANT HOUSE, 64 FEET
 EH1139'EAST OF A NORTH-SOUTH FENCE LINE THAT IS ALONG THE WEST SIDE OF A
 EH1139'FIELD, 34 FEET EAST OF THE CENTER LINE OF A DIM FIELD ROAD, 42 FEET
 EH1139'SOUTHWEST OF A TRANSFORMER POLE, 25 FEET WEST-NORTHWEST OF WELL AND AT
 EH1139'NORTHWEST CORNER OF WOODEN SHED OVER ELECTRIC PUMP FOR WELL, A 1/2
 EH1139'INCH METAL ROD DRIVEN ABOUT 5 FEET IN THE GROUND AND PROJECTING 3
 EH1139'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1238 ***********************************************************************
 EH1238  DESIGNATION -  WELL 3 N 2 W 29 BDB 1
 EH1238  PID         -  EH1238
 EH1238  STATE/COUNTY-  AR/MONROE
 EH1238  USGS QUAD   -  KEEVIL (1971)
 EH1238
 EH1238                         *CURRENT SURVEY CONTROL
 EH1238  ___________________________________________________________________
 EH1238* NAD 83(1986)-  34 50 38.     (N)    091 14 21.     (W)     SCALED    
 EH1238* NAVD 88     -        58.169  (meters)     190.84   (feet)  ADJUSTED  
 EH1238  ___________________________________________________________________
 EH1238  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1238  DYNAMIC HT  -          58.115 (meters)     190.67  (feet)  COMP
 EH1238  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 EH1238
 EH1238  VERT ORDER  -  FIRST     CLASS II
 EH1238
 EH1238.The horizontal coordinates were scaled from a topographic map and have
 EH1238.an estimated accuracy of +/- 6 seconds.
 EH1238
 EH1238.The orthometric height was determined by differential leveling
 EH1238.and adjusted by the National Geodetic Survey in June 1991..
 EH1238
 EH1238.The geoid height was determined by GEOID03.
 EH1238
 EH1238.The dynamic height is computed by dividing the NAVD 88
 EH1238.geopotential number by the normal gravity value computed on the
 EH1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1238.degrees latitude (g = 980.6199 gals.).
 EH1238
 EH1238.The modeled gravity was interpolated from observed gravity values.
 EH1238
 EH1238;                    North         East    Units  Estimated Accuracy
 EH1238;SPC AR S     -   641,750.      469,590.      MT  (+/- 180 meters Scaled)
 EH1238
 EH1238                          SUPERSEDED SURVEY CONTROL
 EH1238
 EH1238  NGVD 29 (??/??/??)   58.176  (m)          190.87   (f) ADJUSTED    1 2
 EH1238
 EH1238.Superseded values are not recommended for survey control.
 EH1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1238.See file dsdata.txt to determine how the superseded data were derived.
 EH1238
 EH1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU609571(NAD 83)
 EH1238_MARKER: Z = SEE DESCRIPTION
 EH1238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1238
 EH1238  HISTORY     - Date     Condition        Report By
 EH1238  HISTORY     - UNK      MONUMENTED       CGS
 EH1238  HISTORY     - 1956     GOOD             CGS
 EH1238
 EH1238                          STATION DESCRIPTION
 EH1238
 EH1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1238'4.15 MI SW FROM BRINKLEY.
 EH1238'ABOUT 4.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION
 EH1238'OF MAIN AND CYPRESS STREETS AT BRINKLEY, NORTHWEST OF HIGHWAY, AT AN
 EH1238'IRRIGATION WELL, POINT LEVELED TO IS THE HIGHEST POINT OF THE FIRST
 EH1238'SECTION OF DISCHARGE PIPE LEADING FROM WELL AND AT A WELDED JOINT.
 EH1238'PIPE SLANTS UPHILL FROM THE PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1236 ***********************************************************************
 EH1236  DESIGNATION -  WELL 3 N 2 W 32 BBC 1
 EH1236  PID         -  EH1236
 EH1236  STATE/COUNTY-  AR/MONROE
 EH1236  USGS QUAD   -  KEEVIL (1971)
 EH1236
 EH1236                         *CURRENT SURVEY CONTROL
 EH1236  ___________________________________________________________________
 EH1236* NAD 83(1986)-  34 50 08.     (N)    091 14 33.     (W)     SCALED    
 EH1236* NAVD 88     -        58.639  (meters)     192.38   (feet)  ADJUSTED  
 EH1236  ___________________________________________________________________
 EH1236  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH1236  DYNAMIC HT  -          58.585 (meters)     192.21  (feet)  COMP
 EH1236  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 EH1236
 EH1236  VERT ORDER  -  FIRST     CLASS II
 EH1236
 EH1236.The horizontal coordinates were scaled from a topographic map and have
 EH1236.an estimated accuracy of +/- 6 seconds.
 EH1236
 EH1236.The orthometric height was determined by differential leveling
 EH1236.and adjusted by the National Geodetic Survey in June 1991..
 EH1236
 EH1236.The geoid height was determined by GEOID03.
 EH1236
 EH1236.The dynamic height is computed by dividing the NAVD 88
 EH1236.geopotential number by the normal gravity value computed on the
 EH1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1236.degrees latitude (g = 980.6199 gals.).
 EH1236
 EH1236.The modeled gravity was interpolated from observed gravity values.
 EH1236
 EH1236;                    North         East    Units  Estimated Accuracy
 EH1236;SPC AR S     -   640,820.      469,290.      MT  (+/- 180 meters Scaled)
 EH1236
 EH1236                          SUPERSEDED SURVEY CONTROL
 EH1236
 EH1236  NGVD 29 (??/??/??)   58.647  (m)          192.41   (f) ADJUSTED    1 2
 EH1236
 EH1236.Superseded values are not recommended for survey control.
 EH1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1236.See file dsdata.txt to determine how the superseded data were derived.
 EH1236
 EH1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU607562(NAD 83)
 EH1236_MARKER: O = CHISELED CIRCLE
 EH1236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1236
 EH1236  HISTORY     - Date     Condition        Report By
 EH1236  HISTORY     - UNK      MONUMENTED       CGS
 EH1236  HISTORY     - 1956     GOOD             CGS
 EH1236
 EH1236                          STATION DESCRIPTION
 EH1236
 EH1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1236'4.7 MI SW FROM BRINKLEY.
 EH1236'ABOUT 4.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION
 EH1236'OF MAIN AND CYPRESS STREETS AT BRINKLEY, THENCE ABOUT 0.3 MILE SOUTH
 EH1236'ALONG STATE HIGHWAY 17, NEAR THE JUNCTION HIGHWAY 17 AND OLD MILITARY
 EH1236'ROAD, ON EAST SIDE OF HIGHWAY, AT AN IRRIGATION WELL, ROD HELD ON THE
 EH1236'TOP OF A SMALL CHISELED CIRCLE ON THE HIGHEST PART OF THE FIRST JOINT
 EH1236'OF OUTLET PIPE LEADING FROM WELL AT A WELDED JOINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1952 ***********************************************************************
 EH1952  DESIGNATION -  WELL 3 N 8 W 21 CDC
 EH1952  PID         -  EH1952
 EH1952  STATE/COUNTY-  AR/LONOKE
 EH1952  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1952
 EH1952                         *CURRENT SURVEY CONTROL
 EH1952  ___________________________________________________________________
 EH1952* NAD 83(1986)-  34 51 49.     (N)    091 52 04.     (W)     SCALED    
 EH1952* NAVD 88     -        75.921  (meters)     249.08   (feet)  ADJUSTED  
 EH1952  ___________________________________________________________________
 EH1952  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH1952  DYNAMIC HT  -          75.851 (meters)     248.85  (feet)  COMP
 EH1952  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 EH1952
 EH1952  VERT ORDER  -  FIRST     CLASS II
 EH1952
 EH1952.The horizontal coordinates were scaled from a topographic map and have
 EH1952.an estimated accuracy of +/- 6 seconds.
 EH1952
 EH1952.The orthometric height was determined by differential leveling
 EH1952.and adjusted by the National Geodetic Survey in June 1991..
 EH1952
 EH1952.The geoid height was determined by GEOID03.
 EH1952
 EH1952.The dynamic height is computed by dividing the NAVD 88
 EH1952.geopotential number by the normal gravity value computed on the
 EH1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1952.degrees latitude (g = 980.6199 gals.).
 EH1952
 EH1952.The modeled gravity was interpolated from observed gravity values.
 EH1952
 EH1952;                    North         East    Units  Estimated Accuracy
 EH1952;SPC AR S     -   643,690.      412,090.      MT  (+/- 180 meters Scaled)
 EH1952
 EH1952                          SUPERSEDED SURVEY CONTROL
 EH1952
 EH1952  NGVD 29 (??/??/??)   75.930  (m)          249.11   (f) ADJUSTED    1 2
 EH1952
 EH1952.Superseded values are not recommended for survey control.
 EH1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1952.See file dsdata.txt to determine how the superseded data were derived.
 EH1952
 EH1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU034585(NAD 83)
 EH1952_MARKER: Q = CHISELED SQUARE
 EH1952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1952_SP_SET: STEEL CASING
 EH1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1952
 EH1952  HISTORY     - Date     Condition        Report By
 EH1952  HISTORY     - UNK      MONUMENTED       USGS
 EH1952  HISTORY     - 1955     GOOD             CGS
 EH1952
 EH1952                          STATION DESCRIPTION
 EH1952
 EH1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1952'6.55 MI N FROM LONOKE.
 EH1952'6.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1952'AND PACIFIC RAILROAD STATION AT LONOKE, THENCE 0.45 MILE EAST ALONG A
 EH1952'CRUSHED ROCK ROAD, 128 FEET NORTH OF THE CENTER LINE OF THE ROAD, 110
 EH1952'FEET NORTH OF A FENCE, A CHISELED SQUARE ON THE TOP OF THE NORTHEAST
 EH1952'SIDE OF THE FLANGE OVER THE STEEL CASING OF AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1955 ***********************************************************************
 EH1955  DESIGNATION -  WELL 3 N 8 W 22 CCC 1
 EH1955  PID         -  EH1955
 EH1955  STATE/COUNTY-  AR/LONOKE
 EH1955  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1955
 EH1955                         *CURRENT SURVEY CONTROL
 EH1955  ___________________________________________________________________
 EH1955* NAD 83(1986)-  34 51 58.     (N)    091 51 28.     (W)     SCALED    
 EH1955* NAVD 88     -        72.669  (meters)     238.41   (feet)  ADJUSTED  
 EH1955  ___________________________________________________________________
 EH1955  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1955  DYNAMIC HT  -          72.601 (meters)     238.19  (feet)  COMP
 EH1955  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 EH1955
 EH1955  VERT ORDER  -  FIRST     CLASS II
 EH1955
 EH1955.The horizontal coordinates were scaled from a topographic map and have
 EH1955.an estimated accuracy of +/- 6 seconds.
 EH1955
 EH1955.The orthometric height was determined by differential leveling
 EH1955.and adjusted by the National Geodetic Survey in June 1991..
 EH1955
 EH1955.The geoid height was determined by GEOID03.
 EH1955
 EH1955.The dynamic height is computed by dividing the NAVD 88
 EH1955.geopotential number by the normal gravity value computed on the
 EH1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1955.degrees latitude (g = 980.6199 gals.).
 EH1955
 EH1955.The modeled gravity was interpolated from observed gravity values.
 EH1955
 EH1955;                    North         East    Units  Estimated Accuracy
 EH1955;SPC AR S     -   643,970.      413,010.      MT  (+/- 180 meters Scaled)
 EH1955
 EH1955                          SUPERSEDED SURVEY CONTROL
 EH1955
 EH1955  NGVD 29 (??/??/??)   72.678  (m)          238.44   (f) ADJUSTED    1 2
 EH1955
 EH1955.Superseded values are not recommended for survey control.
 EH1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1955.See file dsdata.txt to determine how the superseded data were derived.
 EH1955
 EH1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU044587(NAD 83)
 EH1955_MARKER: O = CHISELED CIRCLE
 EH1955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1955_SP_SET: WELL CASING
 EH1955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1955
 EH1955  HISTORY     - Date     Condition        Report By
 EH1955  HISTORY     - UNK      MONUMENTED       USGS
 EH1955  HISTORY     - 1955     GOOD             CGS
 EH1955
 EH1955                          STATION DESCRIPTION
 EH1955
 EH1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1955'7.25 MI N FROM LONOKE.
 EH1955'6.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1955'AND PACIFIC RAILROAD STATION AT LONOKE, THENCE 1.05 MILES EAST ALONG A
 EH1955'CRUSHED ROCK ROAD, THENCE 0.1 MILE NORTH ALONG A GRADED DIRT ROAD, 80
 EH1955'FEET EAST OF A 15 INCH OAK TREE, 56 FEET EAST OF THE CENTER LINE OF
 EH1955'THE ROAD, 31 FEET EAST OF A FENCE, 16 FEET EAST OF A POWER POLE, 1.0
 EH1955'FOOT ABOVE THE GROUND, A CHISELED HIGH POINT ON THE TOP OF THE WEST
 EH1955'EDGE OF AN 18 INCH STEEL WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1954 ***********************************************************************
 EH1954  DESIGNATION -  WELL 3 N 8 W 26 AAA 1
 EH1954  PID         -  EH1954
 EH1954  STATE/COUNTY-  AR/LONOKE
 EH1954  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH1954
 EH1954                         *CURRENT SURVEY CONTROL
 EH1954  ___________________________________________________________________
 EH1954* NAD 83(1986)-  34 51 50.     (N)    091 49 29.     (W)     SCALED    
 EH1954* NAVD 88     -        71.994  (meters)     236.20   (feet)  ADJUSTED  
 EH1954  ___________________________________________________________________
 EH1954  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH1954  DYNAMIC HT  -          71.927 (meters)     235.98  (feet)  COMP
 EH1954  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 EH1954
 EH1954  VERT ORDER  -  FIRST     CLASS II
 EH1954
 EH1954.The horizontal coordinates were scaled from a topographic map and have
 EH1954.an estimated accuracy of +/- 6 seconds.
 EH1954
 EH1954.The orthometric height was determined by differential leveling
 EH1954.and adjusted by the National Geodetic Survey in June 1991..
 EH1954
 EH1954.The geoid height was determined by GEOID03.
 EH1954
 EH1954.The dynamic height is computed by dividing the NAVD 88
 EH1954.geopotential number by the normal gravity value computed on the
 EH1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1954.degrees latitude (g = 980.6199 gals.).
 EH1954
 EH1954.The modeled gravity was interpolated from observed gravity values.
 EH1954
 EH1954;                    North         East    Units  Estimated Accuracy
 EH1954;SPC AR S     -   643,720.      416,030.      MT  (+/- 180 meters Scaled)
 EH1954
 EH1954                          SUPERSEDED SURVEY CONTROL
 EH1954
 EH1954  NGVD 29 (??/??/??)   72.004  (m)          236.23   (f) ADJUSTED    1 2
 EH1954
 EH1954.Superseded values are not recommended for survey control.
 EH1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1954.See file dsdata.txt to determine how the superseded data were derived.
 EH1954
 EH1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU074585(NAD 83)
 EH1954_MARKER: O = CHISELED CIRCLE
 EH1954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1954_SP_SET: WELL CASING
 EH1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1954
 EH1954  HISTORY     - Date     Condition        Report By
 EH1954  HISTORY     - UNK      MONUMENTED       USGS
 EH1954  HISTORY     - 1955     GOOD             CGS
 EH1954
 EH1954                          STATION DESCRIPTION
 EH1954
 EH1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1954'8.95 MI N FROM LONOKE.
 EH1954'6.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK ISLAND
 EH1954'AND PACIFIC RAILROAD STATION AT LONOKE, THENCE 2.0 MILES EAST ALONG A
 EH1954'CRUSHED ROCK ROAD, THENCE 0.85 MILE EAST ALONG AN ABANDONED ROAD, 72
 EH1954'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 52 FEET SOUTH OF A FENCE,
 EH1954'50 FEET SOUTH OF A WITNESS POST, 0.7 FOOT ABOVE THE GROUND, A CHISELED
 EH1954'HIGH PONT ON THE TOP OF THE NORTH EDGE OF AN 18 INCH IRRIGATION WELL
 EH1954'CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1395 ***********************************************************************
 EH1395  DESIGNATION -  WELL 3 S 3 W 31 DDA 1
 EH1395  PID         -  EH1395
 EH1395  STATE/COUNTY-  AR/ARKANSAS
 EH1395  USGS QUAD   -  DE WITT NE (1968)
 EH1395
 EH1395                         *CURRENT SURVEY CONTROL
 EH1395  ___________________________________________________________________
 EH1395* NAD 83(1986)-  34 23 21.     (N)    091 21 54.     (W)     SCALED    
 EH1395* NAVD 88     -        61.799  (meters)     202.75   (feet)  ADJUSTED  
 EH1395  ___________________________________________________________________
 EH1395  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH1395  DYNAMIC HT  -          61.740 (meters)     202.56  (feet)  COMP
 EH1395  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 EH1395
 EH1395  VERT ORDER  -  FIRST     CLASS II
 EH1395
 EH1395.The horizontal coordinates were scaled from a topographic map and have
 EH1395.an estimated accuracy of +/- 6 seconds.
 EH1395
 EH1395.The orthometric height was determined by differential leveling
 EH1395.and adjusted by the National Geodetic Survey in August 1993..
 EH1395
 EH1395.The geoid height was determined by GEOID03.
 EH1395
 EH1395.The dynamic height is computed by dividing the NAVD 88
 EH1395.geopotential number by the normal gravity value computed on the
 EH1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1395.degrees latitude (g = 980.6199 gals.).
 EH1395
 EH1395.The modeled gravity was interpolated from observed gravity values.
 EH1395
 EH1395;                    North         East    Units  Estimated Accuracy
 EH1395;SPC AR S     -   591,230.      458,390.      MT  (+/- 180 meters Scaled)
 EH1395
 EH1395                          SUPERSEDED SURVEY CONTROL
 EH1395
 EH1395  NAVD 88 (06/15/91)   61.861  (m)          202.96   (f) UNKNOWN     1 2
 EH1395  NGVD 29 (??/??/??)   61.868  (m)          202.98   (f) ADJUSTED    1 2
 EH1395
 EH1395.Superseded values are not recommended for survey control.
 EH1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1395.See file dsdata.txt to determine how the superseded data were derived.
 EH1395
 EH1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU503065(NAD 83)
 EH1395_MARKER: X = CHISELED CROSS
 EH1395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1395_SP_SET: WELL CASING
 EH1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1395
 EH1395  HISTORY     - Date     Condition        Report By
 EH1395  HISTORY     - UNK      MONUMENTED       USGS
 EH1395  HISTORY     - 1955     GOOD             CGS
 EH1395
 EH1395                          STATION DESCRIPTION
 EH1395
 EH1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1395'4.05 MI SE FROM ALMYRA.
 EH1395'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 EH1395'ALMYRA, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD, 0.2 MILE NORTHWEST
 EH1395'OF BENCH MARK M 115, 65 FEET WEST OF THE CENTER LINE OF A NORTH AND
 EH1395'SOUTH ROAD, A CHISELED CROSS ON THE EAST SIDE OF A 24 INCH IRRIGATION
 EH1395'WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1415 ***********************************************************************
 EH1415  DESIGNATION -  WELL 3 S 4 W 10 DDD 1
 EH1415  PID         -  EH1415
 EH1415  STATE/COUNTY-  AR/ARKANSAS
 EH1415  USGS QUAD   -  ALMYRA (1968)
 EH1415
 EH1415                         *CURRENT SURVEY CONTROL
 EH1415  ___________________________________________________________________
 EH1415* NAD 83(1986)-  34 26 47.     (N)    091 25 00.     (W)     SCALED    
 EH1415* NAVD 88     -        61.761  (meters)     202.63   (feet)  ADJUSTED  
 EH1415  ___________________________________________________________________
 EH1415  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH1415  DYNAMIC HT  -          61.701 (meters)     202.43  (feet)  COMP
 EH1415  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 EH1415
 EH1415  VERT ORDER  -  FIRST     CLASS II
 EH1415
 EH1415.The horizontal coordinates were scaled from a topographic map and have
 EH1415.an estimated accuracy of +/- 6 seconds.
 EH1415
 EH1415.The orthometric height was determined by differential leveling
 EH1415.and adjusted by the National Geodetic Survey in August 1993..
 EH1415
 EH1415.The geoid height was determined by GEOID03.
 EH1415
 EH1415.The dynamic height is computed by dividing the NAVD 88
 EH1415.geopotential number by the normal gravity value computed on the
 EH1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1415.degrees latitude (g = 980.6199 gals.).
 EH1415
 EH1415.The modeled gravity was interpolated from observed gravity values.
 EH1415
 EH1415;                    North         East    Units  Estimated Accuracy
 EH1415;SPC AR S     -   597,550.      453,600.      MT  (+/- 180 meters Scaled)
 EH1415
 EH1415                          SUPERSEDED SURVEY CONTROL
 EH1415
 EH1415  NAVD 88 (06/15/91)   61.809  (m)          202.78   (f) UNKNOWN     1 2
 EH1415  NGVD 29 (??/??/??)   61.814  (m)          202.80   (f) ADJUSTED    1 2
 EH1415
 EH1415.Superseded values are not recommended for survey control.
 EH1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1415.See file dsdata.txt to determine how the superseded data were derived.
 EH1415
 EH1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454127(NAD 83)
 EH1415_MARKER: O = CHISELED CIRCLE
 EH1415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1415_SP_SET: WELL CASING
 EH1415_STAMPING: U.S.G.S. 3S 4W 10 DDD 1
 EH1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1415
 EH1415  HISTORY     - Date     Condition        Report By
 EH1415  HISTORY     - UNK      MONUMENTED       USGS
 EH1415  HISTORY     - 1954     GOOD             CGS
 EH1415
 EH1415                          STATION DESCRIPTION
 EH1415
 EH1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1415'3.1 MI N FROM ALMYRA.
 EH1415'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1415'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 30, 99 FEET NORTH OF THE
 EH1415'CENTER LINE OF AN EAST AND WEST ROAD, 74 FEET NORTH OF A TELEPHONE
 EH1415'POLE, 42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET ABOVE
 EH1415'THE GROUND, A CHISELED HIGH POINT ON THE TOP OF THE SOUTH EDGE OF A 2
 EH1415'INCH WELL CASING, U.S.G.S. 3S 4W 10 DDD 1 IS STAMPED ON A CAP WHICH IS
 EH1415'ON THE TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1413 ***********************************************************************
 EH1413  DESIGNATION -  WELL 3 S 4 W 14 CCC 1
 EH1413  PID         -  EH1413
 EH1413  STATE/COUNTY-  AR/ARKANSAS
 EH1413  USGS QUAD   -  ALMYRA (1968)
 EH1413
 EH1413                         *CURRENT SURVEY CONTROL
 EH1413  ___________________________________________________________________
 EH1413* NAD 83(1986)-  34 25 53.     (N)    091 24 53.     (W)     SCALED    
 EH1413* NAVD 88     -        62.443  (meters)     204.87   (feet)  ADJUSTED  
 EH1413  ___________________________________________________________________
 EH1413  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH1413  DYNAMIC HT  -          62.383 (meters)     204.67  (feet)  COMP
 EH1413  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 EH1413
 EH1413  VERT ORDER  -  FIRST     CLASS II
 EH1413
 EH1413.The horizontal coordinates were scaled from a topographic map and have
 EH1413.an estimated accuracy of +/- 6 seconds.
 EH1413
 EH1413.The orthometric height was determined by differential leveling
 EH1413.and adjusted by the National Geodetic Survey in August 1993..
 EH1413
 EH1413.The geoid height was determined by GEOID03.
 EH1413
 EH1413.The dynamic height is computed by dividing the NAVD 88
 EH1413.geopotential number by the normal gravity value computed on the
 EH1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1413.degrees latitude (g = 980.6199 gals.).
 EH1413
 EH1413.The modeled gravity was interpolated from observed gravity values.
 EH1413
 EH1413;                    North         East    Units  Estimated Accuracy
 EH1413;SPC AR S     -   595,890.      453,790.      MT  (+/- 180 meters Scaled)
 EH1413
 EH1413                          SUPERSEDED SURVEY CONTROL
 EH1413
 EH1413  NAVD 88 (06/15/91)   62.493  (m)          205.03   (f) UNKNOWN     1 2
 EH1413  NGVD 29 (??/??/??)   62.498  (m)          205.05   (f) ADJUSTED    1 2
 EH1413
 EH1413.Superseded values are not recommended for survey control.
 EH1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1413.See file dsdata.txt to determine how the superseded data were derived.
 EH1413
 EH1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU456111(NAD 83)
 EH1413_MARKER: O = CHISELED CIRCLE
 EH1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1413_SP_SET: WELL CASING
 EH1413_STAMPING: U.S.G.S. 3S 4W 14 CCC 1
 EH1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1413
 EH1413  HISTORY     - Date     Condition        Report By
 EH1413  HISTORY     - UNK      MONUMENTED       USGS
 EH1413  HISTORY     - 1954     GOOD             CGS
 EH1413
 EH1413                          STATION DESCRIPTION
 EH1413
 EH1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1413'2.2 MI N FROM ALMYRA.
 EH1413'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1413'THENCE 1.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.1 MILE EAST
 EH1413'ALONG A GRAVELED ROAD, 178 FEET EAST OF THE SOUTHEAST CORNER OF A
 EH1413'HOUSE, 61 FEET EAST OF THE CENTER OF A WOODEN GATE, 34 FEET NORTH OF
 EH1413'THE CENTER LINE OF AN EAST AND WEST ROAD, 7 FEET NORTH OF A FENCE, 2.0
 EH1413'FEET ABOVE THE GROUND, A CHISELED HIGH POINT ON THE TOP OF THE NORTH
 EH1413'EDGE OF A 2 INCH WELL CASING, U.S.G.S. 3S 4W 14 CCC 1 IS STAMPED ON A
 EH1413'CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1362 ***********************************************************************
 EH1362  DESIGNATION -  WELL 3 S 4 W 16 DDC 1
 EH1362  PID         -  EH1362
 EH1362  STATE/COUNTY-  AR/ARKANSAS
 EH1362  USGS QUAD   -  ALMYRA (1968)
 EH1362
 EH1362                         *CURRENT SURVEY CONTROL
 EH1362  ___________________________________________________________________
 EH1362* NAD 83(1986)-  34 25 54.     (N)    091 26 10.     (W)     SCALED    
 EH1362* NAVD 88     -        62.369  (meters)     204.62   (feet)  ADJUSTED  
 EH1362  ___________________________________________________________________
 EH1362  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1362  DYNAMIC HT  -          62.309 (meters)     204.43  (feet)  COMP
 EH1362  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 EH1362
 EH1362  VERT ORDER  -  FIRST     CLASS II
 EH1362
 EH1362.The horizontal coordinates were scaled from a topographic map and have
 EH1362.an estimated accuracy of +/- 6 seconds.
 EH1362
 EH1362.The orthometric height was determined by differential leveling
 EH1362.and adjusted by the National Geodetic Survey in August 1993..
 EH1362
 EH1362.The geoid height was determined by GEOID03.
 EH1362
 EH1362.The dynamic height is computed by dividing the NAVD 88
 EH1362.geopotential number by the normal gravity value computed on the
 EH1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1362.degrees latitude (g = 980.6199 gals.).
 EH1362
 EH1362.The modeled gravity was interpolated from observed gravity values.
 EH1362
 EH1362;                    North         East    Units  Estimated Accuracy
 EH1362;SPC AR S     -   595,910.      451,830.      MT  (+/- 180 meters Scaled)
 EH1362
 EH1362                          SUPERSEDED SURVEY CONTROL
 EH1362
 EH1362  NAVD 88 (06/15/91)   62.417  (m)          204.78   (f) UNKNOWN     1 2
 EH1362  NGVD 29 (??/??/??)   62.423  (m)          204.80   (f) ADJUSTED    1 2
 EH1362
 EH1362.Superseded values are not recommended for survey control.
 EH1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1362.See file dsdata.txt to determine how the superseded data were derived.
 EH1362
 EH1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU436111(NAD 83)
 EH1362_MARKER: P = PIPE CAP
 EH1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1362_SP_SET: WELL CASING
 EH1362_STAMPING: U S G S 3 S 4 W 16 D D C 1
 EH1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1362
 EH1362  HISTORY     - Date     Condition        Report By
 EH1362  HISTORY     - UNK      MONUMENTED       USGS
 EH1362  HISTORY     - 1954     GOOD             CGS
 EH1362
 EH1362                          STATION DESCRIPTION
 EH1362
 EH1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1362'2.7 MI NW FROM ALMYRA.
 EH1362'2.7 MILES NORTHWEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 EH1362'THE STATION AT ALMYRA.  348 FEET EAST OF THE CENTER OF A ROAD
 EH1362'CROSSING, 34 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 EH1362'1.5 FEET ABOVE THE GROUND, ON THE TOP OF THE NORTH EDGE OF A 2 INCH
 EH1362'WELL CASING.  THE STAMPING IS ON A CAP WHICH IS ON THE TOP OF THE WELL
 EH1362'CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1429 ***********************************************************************
 EH1429  DESIGNATION -  WELL 3 S 4 W 2 BBB 1
 EH1429  PID         -  EH1429
 EH1429  STATE/COUNTY-  AR/ARKANSAS
 EH1429  USGS QUAD   -  ALMYRA (1968)
 EH1429
 EH1429                         *CURRENT SURVEY CONTROL
 EH1429  ___________________________________________________________________
 EH1429* NAD 83(1986)-  34 28 25.     (N)    091 25 02.     (W)     SCALED    
 EH1429* NAVD 88     -        60.809  (meters)     199.50   (feet)  ADJUSTED  
 EH1429  ___________________________________________________________________
 EH1429  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EH1429  DYNAMIC HT  -          60.751 (meters)     199.31  (feet)  COMP
 EH1429  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 EH1429
 EH1429  VERT ORDER  -  FIRST     CLASS II
 EH1429
 EH1429.The horizontal coordinates were scaled from a topographic map and have
 EH1429.an estimated accuracy of +/- 6 seconds.
 EH1429
 EH1429.The orthometric height was determined by differential leveling
 EH1429.and adjusted by the National Geodetic Survey in August 1993..
 EH1429
 EH1429.The geoid height was determined by GEOID03.
 EH1429
 EH1429.The dynamic height is computed by dividing the NAVD 88
 EH1429.geopotential number by the normal gravity value computed on the
 EH1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1429.degrees latitude (g = 980.6199 gals.).
 EH1429
 EH1429.The modeled gravity was interpolated from observed gravity values.
 EH1429
 EH1429;                    North         East    Units  Estimated Accuracy
 EH1429;SPC AR S     -   600,570.      453,540.      MT  (+/- 180 meters Scaled)
 EH1429
 EH1429                          SUPERSEDED SURVEY CONTROL
 EH1429
 EH1429  NAVD 88 (06/15/91)   60.856  (m)          199.66   (f) UNKNOWN     1 2
 EH1429  NGVD 29 (??/??/??)   60.860  (m)          199.67   (f) ADJUSTED    1 2
 EH1429
 EH1429.Superseded values are not recommended for survey control.
 EH1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1429.See file dsdata.txt to determine how the superseded data were derived.
 EH1429
 EH1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU453158(NAD 83)
 EH1429_MARKER: O = CHISELED CIRCLE
 EH1429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1429_SP_SET: WELL CASING
 EH1429_STAMPING: 3S 4W 2 BBB 1 U.S.G.S.
 EH1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1429
 EH1429  HISTORY     - Date     Condition        Report By
 EH1429  HISTORY     - UNK      MONUMENTED       USGS
 EH1429  HISTORY     - 1955     GOOD             CGS
 EH1429
 EH1429                          STATION DESCRIPTION
 EH1429
 EH1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1429'5.1 MI N FROM ALMYRA.
 EH1429'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1429'THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 30, 101 FEET SOUTHEAST OF
 EH1429'BENCH MARK 17 W (U.S.G.S.), 92 FEET SOUTH OF THE CENTER LINE OF A
 EH1429'GRAVELED ROAD LEADING EAST, 52 FEET EAST OF THE CENTER LINE OF THE
 EH1429'HIGHWAY, 30 FEET SOUTHEAST OF A TELEPHONE POLE, 2.5 FEET ABOVE THE
 EH1429'GROUND, A CHISELED HIGH POINT ON THE TOP OF THE NORTH EDGE OF A 2 INCH
 EH1429'WELL CASING, 3S 4W 2 BBB 1 U.S.G.S. IS STAMPED ON A CAP WHICH IS ON
 EH1429'TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1403 ***********************************************************************
 EH1403  DESIGNATION -  WELL 3 S 4 W 26 BBB 1
 EH1403  PID         -  EH1403
 EH1403  STATE/COUNTY-  AR/ARKANSAS
 EH1403  USGS QUAD   -  ALMYRA (1968)
 EH1403
 EH1403                         *CURRENT SURVEY CONTROL
 EH1403  ___________________________________________________________________
 EH1403* NAD 83(1986)-  34 24 55.     (N)    091 25 01.     (W)     SCALED    
 EH1403* NAVD 88     -        63.471  (meters)     208.24   (feet)  ADJUSTED  
 EH1403  ___________________________________________________________________
 EH1403  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH1403  DYNAMIC HT  -          63.410 (meters)     208.04  (feet)  COMP
 EH1403  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 EH1403
 EH1403  VERT ORDER  -  FIRST     CLASS II
 EH1403
 EH1403.The horizontal coordinates were scaled from a topographic map and have
 EH1403.an estimated accuracy of +/- 6 seconds.
 EH1403
 EH1403.The orthometric height was determined by differential leveling
 EH1403.and adjusted by the National Geodetic Survey in August 1993..
 EH1403
 EH1403.The geoid height was determined by GEOID03.
 EH1403
 EH1403.The dynamic height is computed by dividing the NAVD 88
 EH1403.geopotential number by the normal gravity value computed on the
 EH1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1403.degrees latitude (g = 980.6199 gals.).
 EH1403
 EH1403.The modeled gravity was interpolated from observed gravity values.
 EH1403
 EH1403;                    North         East    Units  Estimated Accuracy
 EH1403;SPC AR S     -   594,100.      453,600.      MT  (+/- 180 meters Scaled)
 EH1403
 EH1403                          SUPERSEDED SURVEY CONTROL
 EH1403
 EH1403  NAVD 88 (06/15/91)   63.523  (m)          208.41   (f) UNKNOWN     1 2
 EH1403  NGVD 29 (??/??/??)   63.529  (m)          208.43   (f) ADJUSTED    1 2
 EH1403
 EH1403.Superseded values are not recommended for survey control.
 EH1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1403.See file dsdata.txt to determine how the superseded data were derived.
 EH1403
 EH1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454093(NAD 83)
 EH1403_MARKER: X = CHISELED CROSS
 EH1403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1403_SP_SET: FOUNDATION
 EH1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1403
 EH1403  HISTORY     - Date     Condition        Report By
 EH1403  HISTORY     - UNK      MONUMENTED       USGS
 EH1403  HISTORY     - 1955     GOOD             CGS
 EH1403
 EH1403                          STATION DESCRIPTION
 EH1403
 EH1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1403'1.0 MI NW FROM ALMYRA.
 EH1403'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1403'THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 30, 130 YARDS SOUTH OF THE
 EH1403'SOUTHWEST CORNER OF A CEMETERY, 65 FEET EAST OF THE CENTER LINE OF THE
 EH1403'HIGHWAY, A CHISELED CROSS ON THE TOP OF THE EAST EDGE OF THE STEEL
 EH1403'BASE PLATE OF AN IRRIGATION WELL PUMP, 0.7 FOOT WEST OF THE EAST EDGE
 EH1403'OF THE CONCRETE FOUNDATION OF THE PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1408 ***********************************************************************
 EH1408  DESIGNATION -  WELL 3 S 4 W 29 BBB 1
 EH1408  PID         -  EH1408
 EH1408  STATE/COUNTY-  AR/ARKANSAS
 EH1408  USGS QUAD   -  ALMYRA (1968)
 EH1408
 EH1408                         *CURRENT SURVEY CONTROL
 EH1408  ___________________________________________________________________
 EH1408* NAD 83(1986)-  34 25 00.     (N)    091 28 12.     (W)     SCALED    
 EH1408* NAVD 88     -        63.487  (meters)     208.29   (feet)  ADJUSTED  
 EH1408  ___________________________________________________________________
 EH1408  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH1408  DYNAMIC HT  -          63.426 (meters)     208.09  (feet)  COMP
 EH1408  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 EH1408
 EH1408  VERT ORDER  -  FIRST     CLASS II
 EH1408
 EH1408.The horizontal coordinates were scaled from a topographic map and have
 EH1408.an estimated accuracy of +/- 6 seconds.
 EH1408
 EH1408.The orthometric height was determined by differential leveling
 EH1408.and adjusted by the National Geodetic Survey in August 1993..
 EH1408
 EH1408.The geoid height was determined by GEOID03.
 EH1408
 EH1408.The dynamic height is computed by dividing the NAVD 88
 EH1408.geopotential number by the normal gravity value computed on the
 EH1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1408.degrees latitude (g = 980.6199 gals.).
 EH1408
 EH1408.The modeled gravity was interpolated from observed gravity values.
 EH1408
 EH1408;                    North         East    Units  Estimated Accuracy
 EH1408;SPC AR S     -   594,230.      448,720.      MT  (+/- 180 meters Scaled)
 EH1408
 EH1408                          SUPERSEDED SURVEY CONTROL
 EH1408
 EH1408  NAVD 88 (06/15/91)   63.538  (m)          208.46   (f) UNKNOWN     1 2
 EH1408  NGVD 29 (??/??/??)   63.543  (m)          208.47   (f) ADJUSTED    1 2
 EH1408
 EH1408.Superseded values are not recommended for survey control.
 EH1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1408.See file dsdata.txt to determine how the superseded data were derived.
 EH1408
 EH1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU406094(NAD 83)
 EH1408_MARKER: Q = CHISELED SQUARE
 EH1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1408_SP_SET: WELL CASING
 EH1408_STAMPING: U.S.G.S. 3S 4W 29 BBB 1
 EH1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1408
 EH1408  HISTORY     - Date     Condition        Report By
 EH1408  HISTORY     - UNK      MONUMENTED       USGS
 EH1408  HISTORY     - 1954     GOOD             CGS
 EH1408
 EH1408                          STATION DESCRIPTION
 EH1408
 EH1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1408'4.1 MI W FROM ALMYRA.
 EH1408'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1408'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 30, THENCE 3.0 MILES WEST
 EH1408'ALONG A GRAVELED ROAD, 0.2 MILE WEST OF THE ENTRANCE TO THE ALMYRA
 EH1408'AIRPORT, 75 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 54
 EH1408'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 42 FEET EAST
 EH1408'OF A TELEPHONE POLE, 7 FEET SOUTH OF A FENCE, 2.0 FEET ABOVE THE
 EH1408'GROUND, A CHISELED HIGH POINT ON THE TOP OF THE NORTH EDGE OF A 2 INCH
 EH1408'WELL CASING WHICH IS PAINTED YELLOW, U.S.G.S. 3S 4W 29 BBB 1 IS
 EH1408'STAMPED ON A CAP WHICH IS ON THE TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1426 ***********************************************************************
 EH1426  DESIGNATION -  WELL 3 S 4 W 3 DBD 1 1 N
 EH1426  PID         -  EH1426
 EH1426  STATE/COUNTY-  AR/ARKANSAS
 EH1426  USGS QUAD   -  ALMYRA (1968)
 EH1426
 EH1426                         *CURRENT SURVEY CONTROL
 EH1426  ___________________________________________________________________
 EH1426* NAD 83(1986)-  34 27 53.     (N)    091 25 13.     (W)     SCALED    
 EH1426* NAVD 88     -        62.924  (meters)     206.44   (feet)  ADJUSTED  
 EH1426  ___________________________________________________________________
 EH1426  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1426  DYNAMIC HT  -          62.864 (meters)     206.25  (feet)  COMP
 EH1426  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1426
 EH1426  VERT ORDER  -  FIRST     CLASS II
 EH1426
 EH1426.The horizontal coordinates were scaled from a topographic map and have
 EH1426.an estimated accuracy of +/- 6 seconds.
 EH1426
 EH1426.The orthometric height was determined by differential leveling
 EH1426.and adjusted by the National Geodetic Survey in August 1993..
 EH1426
 EH1426.The geoid height was determined by GEOID03.
 EH1426
 EH1426.The dynamic height is computed by dividing the NAVD 88
 EH1426.geopotential number by the normal gravity value computed on the
 EH1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1426.degrees latitude (g = 980.6199 gals.).
 EH1426
 EH1426.The modeled gravity was interpolated from observed gravity values.
 EH1426
 EH1426;                    North         East    Units  Estimated Accuracy
 EH1426;SPC AR S     -   599,580.      453,260.      MT  (+/- 180 meters Scaled)
 EH1426
 EH1426                          SUPERSEDED SURVEY CONTROL
 EH1426
 EH1426  NAVD 88 (06/15/91)   62.972  (m)          206.60   (f) UNKNOWN     1 2
 EH1426  NGVD 29 (??/??/??)   62.977  (m)          206.62   (f) ADJUSTED    1 2
 EH1426
 EH1426.Superseded values are not recommended for survey control.
 EH1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1426.See file dsdata.txt to determine how the superseded data were derived.
 EH1426
 EH1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU450148(NAD 83)
 EH1426_MARKER: O = CHISELED CIRCLE
 EH1426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1426_SP_SET: WELL CASING
 EH1426_STAMPING: 3S 4W 3 DBD 1 1 N U.S.G.S.
 EH1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1426
 EH1426  HISTORY     - Date     Condition        Report By
 EH1426  HISTORY     - UNK      MONUMENTED       USGS
 EH1426  HISTORY     - 1955     GOOD             CGS
 EH1426
 EH1426                          STATION DESCRIPTION
 EH1426
 EH1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1426'4.5 MI N FROM ALMYRA.
 EH1426'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1426'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1426'ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 45 FEET
 EH1426'NORTHEAST OF AN IRRIGATION WELL, 42 FEET WEST OF THE CENTER LINE OF A
 EH1426'NORTH AND SOUTH ROAD, 3.5 FEET ABOVE THE GROUND, A CHISELED HIGH POINT
 EH1426'ON THE TOP OF THE NORTH EDGE OF A 2 INCH WELL CASING, 3S 4W 3 DBD 1 1
 EH1426'N U.S.G.S. IS STAMPED ON A CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1427 ***********************************************************************
 EH1427  DESIGNATION -  WELL 3 S 4 W 3 DBD 2
 EH1427  PID         -  EH1427
 EH1427  STATE/COUNTY-  AR/ARKANSAS
 EH1427  USGS QUAD   -  ALMYRA (1968)
 EH1427
 EH1427                         *CURRENT SURVEY CONTROL
 EH1427  ___________________________________________________________________
 EH1427* NAD 83(1986)-  34 27 53.     (N)    091 25 11.     (W)     SCALED    
 EH1427* NAVD 88     -        62.459  (meters)     204.92   (feet)  ADJUSTED  
 EH1427  ___________________________________________________________________
 EH1427  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1427  DYNAMIC HT  -          62.399 (meters)     204.72  (feet)  COMP
 EH1427  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1427
 EH1427  VERT ORDER  -  FIRST     CLASS II
 EH1427
 EH1427.The horizontal coordinates were scaled from a topographic map and have
 EH1427.an estimated accuracy of +/- 6 seconds.
 EH1427
 EH1427.The orthometric height was determined by differential leveling
 EH1427.and adjusted by the National Geodetic Survey in August 1993..
 EH1427
 EH1427.The geoid height was determined by GEOID03.
 EH1427
 EH1427.The dynamic height is computed by dividing the NAVD 88
 EH1427.geopotential number by the normal gravity value computed on the
 EH1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1427.degrees latitude (g = 980.6199 gals.).
 EH1427
 EH1427.The modeled gravity was interpolated from observed gravity values.
 EH1427
 EH1427;                    North         East    Units  Estimated Accuracy
 EH1427;SPC AR S     -   599,580.      453,310.      MT  (+/- 180 meters Scaled)
 EH1427
 EH1427                          SUPERSEDED SURVEY CONTROL
 EH1427
 EH1427  NAVD 88 (06/15/91)   62.506  (m)          205.07   (f) UNKNOWN     1 2
 EH1427  NGVD 29 (??/??/??)   62.511  (m)          205.09   (f) ADJUSTED    1 2
 EH1427
 EH1427.Superseded values are not recommended for survey control.
 EH1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1427.See file dsdata.txt to determine how the superseded data were derived.
 EH1427
 EH1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451148(NAD 83)
 EH1427_MARKER: O = CHISELED CIRCLE
 EH1427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1427_SP_SET: WELL CASING
 EH1427_STAMPING: 3S 4W 3 DBD 2 U.S.G.S.
 EH1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1427
 EH1427  HISTORY     - Date     Condition        Report By
 EH1427  HISTORY     - UNK      MONUMENTED       USGS
 EH1427  HISTORY     - 1955     GOOD             CGS
 EH1427
 EH1427                          STATION DESCRIPTION
 EH1427
 EH1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1427'4.5 MI N FROM ALMYRA.
 EH1427'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1427'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1427'ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 151 FEET
 EH1427'NORTHEAST OF AN IRRIGATION WELL, 10 FEET WEST OF THE CENTER LINE OF A
 EH1427'NORTH AND SOUTH ROAD, 2.2 FEET ABOVE THE GROUND, 3S 4W 3 DBD 2
 EH1427'U.S.G.S. IS STAMPED ON A CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1418 ***********************************************************************
 EH1418  DESIGNATION -  WELL 3 S 4 W 3 DCA 2 4 S
 EH1418  PID         -  EH1418
 EH1418  STATE/COUNTY-  AR/ARKANSAS
 EH1418  USGS QUAD   -  ALMYRA (1968)
 EH1418
 EH1418                         *CURRENT SURVEY CONTROL
 EH1418  ___________________________________________________________________
 EH1418* NAD 83(1986)-  34 27 47.     (N)    091 25 11.     (W)     SCALED    
 EH1418* NAVD 88     -        62.842  (meters)     206.17   (feet)  ADJUSTED  
 EH1418  ___________________________________________________________________
 EH1418  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1418  DYNAMIC HT  -          62.781 (meters)     205.97  (feet)  COMP
 EH1418  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 EH1418
 EH1418  VERT ORDER  -  FIRST     CLASS II
 EH1418
 EH1418.The horizontal coordinates were scaled from a topographic map and have
 EH1418.an estimated accuracy of +/- 6 seconds.
 EH1418
 EH1418.The orthometric height was determined by differential leveling
 EH1418.and adjusted by the National Geodetic Survey in August 1993..
 EH1418
 EH1418.The geoid height was determined by GEOID03.
 EH1418
 EH1418.The dynamic height is computed by dividing the NAVD 88
 EH1418.geopotential number by the normal gravity value computed on the
 EH1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1418.degrees latitude (g = 980.6199 gals.).
 EH1418
 EH1418.The modeled gravity was interpolated from observed gravity values.
 EH1418
 EH1418;                    North         East    Units  Estimated Accuracy
 EH1418;SPC AR S     -   599,400.      453,310.      MT  (+/- 180 meters Scaled)
 EH1418
 EH1418                          SUPERSEDED SURVEY CONTROL
 EH1418
 EH1418  NAVD 88 (06/15/91)   62.889  (m)          206.33   (f) UNKNOWN     1 2
 EH1418  NGVD 29 (??/??/??)   62.894  (m)          206.34   (f) ADJUSTED    1 2
 EH1418
 EH1418.Superseded values are not recommended for survey control.
 EH1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1418.See file dsdata.txt to determine how the superseded data were derived.
 EH1418
 EH1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451146(NAD 83)
 EH1418_MARKER: O = CHISELED CIRCLE
 EH1418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1418_SP_SET: WELL CASING
 EH1418_STAMPING: 3S 4W 3 DCA 2 4S
 EH1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1418
 EH1418  HISTORY     - Date     Condition        Report By
 EH1418  HISTORY     - UNK      MONUMENTED       USGS
 EH1418  HISTORY     - 1955     GOOD             CGS
 EH1418
 EH1418                          STATION DESCRIPTION
 EH1418
 EH1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1418'4.45 MI N FROM ALMYRA.
 EH1418'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1418'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1418'ALONG A DIRT ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD, 0.05 MILE
 EH1418'SOUTH OF AN IRRIGATION WELL, 10 FEET WEST OF THE CENTER LINE OF A
 EH1418'ROAD, 3.7 FEET ABOVE THE GROUND, A CHISELED HIGH POINT ON THE TOP OF
 EH1418'THE NORTH EDGE OF A 2 INCH WELL CASING, 3S 4W 3 DCA 2 4S IS STAMPED ON
 EH1418'A CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1419 ***********************************************************************
 EH1419  DESIGNATION -  WELL 3 S 4 W 3 DCA 3 3 S
 EH1419  PID         -  EH1419
 EH1419  STATE/COUNTY-  AR/ARKANSAS
 EH1419  USGS QUAD   -  ALMYRA (1968)
 EH1419
 EH1419                         *CURRENT SURVEY CONTROL
 EH1419  ___________________________________________________________________
 EH1419* NAD 83(1986)-  34 27 51.     (N)    091 25 11.     (W)     SCALED    
 EH1419* NAVD 88     -        63.030  (meters)     206.79   (feet)  ADJUSTED  
 EH1419  ___________________________________________________________________
 EH1419  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1419  DYNAMIC HT  -          62.970 (meters)     206.59  (feet)  COMP
 EH1419  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1419
 EH1419  VERT ORDER  -  FIRST     CLASS II
 EH1419
 EH1419.The horizontal coordinates were scaled from a topographic map and have
 EH1419.an estimated accuracy of +/- 6 seconds.
 EH1419
 EH1419.The orthometric height was determined by differential leveling
 EH1419.and adjusted by the National Geodetic Survey in August 1993..
 EH1419
 EH1419.The geoid height was determined by GEOID03.
 EH1419
 EH1419.The dynamic height is computed by dividing the NAVD 88
 EH1419.geopotential number by the normal gravity value computed on the
 EH1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1419.degrees latitude (g = 980.6199 gals.).
 EH1419
 EH1419.The modeled gravity was interpolated from observed gravity values.
 EH1419
 EH1419;                    North         East    Units  Estimated Accuracy
 EH1419;SPC AR S     -   599,520.      453,310.      MT  (+/- 180 meters Scaled)
 EH1419
 EH1419                          SUPERSEDED SURVEY CONTROL
 EH1419
 EH1419  NAVD 88 (06/15/91)   63.077  (m)          206.95   (f) UNKNOWN     1 2
 EH1419  NGVD 29 (??/??/??)   63.083  (m)          206.96   (f) ADJUSTED    1 2
 EH1419
 EH1419.Superseded values are not recommended for survey control.
 EH1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1419.See file dsdata.txt to determine how the superseded data were derived.
 EH1419
 EH1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451147(NAD 83)
 EH1419_MARKER: O = CHISELED CIRCLE
 EH1419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1419_SP_SET: WELL CASING
 EH1419_STAMPING: 3S 4W 3 DCA 3 3S
 EH1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1419
 EH1419  HISTORY     - Date     Condition        Report By
 EH1419  HISTORY     - UNK      MONUMENTED       USGS
 EH1419  HISTORY     - 1955     GOOD             CGS
 EH1419
 EH1419                          STATION DESCRIPTION
 EH1419
 EH1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1419'4.5 MI N FROM ALMYRA.
 EH1419'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1419'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1419'ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 160 FEET
 EH1419'SOUTH OF AN IRRIGATION WELL, 10 FEET WEST OF THE CENTER LINE OF A
 EH1419'ROAD, 3.9 FEET ABOVE THE GROUND, A CHISELED HIGH POINT ON THE TOP OF
 EH1419'THE NORTH EDGE OF A 2 INCH WELL CASING, 3S 4W 3 DCA 3 3S IS STAMPED ON
 EH1419'A CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1420 ***********************************************************************
 EH1420  DESIGNATION -  WELL 3 S 4 W 3 DCA 5 2 SE
 EH1420  PID         -  EH1420
 EH1420  STATE/COUNTY-  AR/ARKANSAS
 EH1420  USGS QUAD   -  ALMYRA (1968)
 EH1420
 EH1420                         *CURRENT SURVEY CONTROL
 EH1420  ___________________________________________________________________
 EH1420* NAD 83(1986)-  34 27 51.     (N)    091 25 11.     (W)     SCALED    
 EH1420* NAVD 88     -        62.827  (meters)     206.12   (feet)  ADJUSTED  
 EH1420  ___________________________________________________________________
 EH1420  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1420  DYNAMIC HT  -          62.767 (meters)     205.93  (feet)  COMP
 EH1420  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1420
 EH1420  VERT ORDER  -  FIRST     CLASS II
 EH1420
 EH1420.The horizontal coordinates were scaled from a topographic map and have
 EH1420.an estimated accuracy of +/- 6 seconds.
 EH1420
 EH1420.The orthometric height was determined by differential leveling
 EH1420.and adjusted by the National Geodetic Survey in August 1993..
 EH1420
 EH1420.The geoid height was determined by GEOID03.
 EH1420
 EH1420.The dynamic height is computed by dividing the NAVD 88
 EH1420.geopotential number by the normal gravity value computed on the
 EH1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1420.degrees latitude (g = 980.6199 gals.).
 EH1420
 EH1420.The modeled gravity was interpolated from observed gravity values.
 EH1420
 EH1420;                    North         East    Units  Estimated Accuracy
 EH1420;SPC AR S     -   599,520.      453,310.      MT  (+/- 180 meters Scaled)
 EH1420
 EH1420                          SUPERSEDED SURVEY CONTROL
 EH1420
 EH1420  NAVD 88 (06/15/91)   62.875  (m)          206.28   (f) UNKNOWN     1 2
 EH1420  NGVD 29 (??/??/??)   62.880  (m)          206.30   (f) ADJUSTED    1 2
 EH1420
 EH1420.Superseded values are not recommended for survey control.
 EH1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1420.See file dsdata.txt to determine how the superseded data were derived.
 EH1420
 EH1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451147(NAD 83)
 EH1420_MARKER: O = CHISELED CIRCLE
 EH1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1420_SP_SET: WELL CASING
 EH1420_STAMPING: 3S 4W 3 DCA 5 2SE
 EH1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1420
 EH1420  HISTORY     - Date     Condition        Report By
 EH1420  HISTORY     - UNK      MONUMENTED       USGS
 EH1420  HISTORY     - 1955     GOOD             CGS
 EH1420
 EH1420                          STATION DESCRIPTION
 EH1420
 EH1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1420'4.5 MI N FROM ALMYRA.
 EH1420'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1420'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1420'ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 80 FEET
 EH1420'SOUTH OF AN IRRIGATION WELL, 36 FEET WEST OF THE CENTER LINE OF A
 EH1420'NORTH AND SOUTH ROAD, 4 FEET NORTHEAST OF WELL 3S-4W 3 DCA 4 2SW
 EH1420'(U.S.G.S.), 3.4 FEET ABOVE THE GROUND, A CHISELED HIGH POINT ON THE
 EH1420'TOP OF THE NORTH EDGE OF A 2 INCH WELL CASING, 3S 4W 3 DCA 5 2SE IS
 EH1420'STAMPED ON A CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1421 ***********************************************************************
 EH1421  DESIGNATION -  WELL 3 S 4 W 3 DCA 4 2 SW
 EH1421  PID         -  EH1421
 EH1421  STATE/COUNTY-  AR/ARKANSAS
 EH1421  USGS QUAD   -  ALMYRA (1968)
 EH1421
 EH1421                         *CURRENT SURVEY CONTROL
 EH1421  ___________________________________________________________________
 EH1421* NAD 83(1986)-  34 27 51.     (N)    091 25 11.     (W)     SCALED    
 EH1421* NAVD 88     -        62.832  (meters)     206.14   (feet)  ADJUSTED  
 EH1421  ___________________________________________________________________
 EH1421  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1421  DYNAMIC HT  -          62.772 (meters)     205.94  (feet)  COMP
 EH1421  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1421
 EH1421  VERT ORDER  -  FIRST     CLASS II
 EH1421
 EH1421.The horizontal coordinates were scaled from a topographic map and have
 EH1421.an estimated accuracy of +/- 6 seconds.
 EH1421
 EH1421.The orthometric height was determined by differential leveling
 EH1421.and adjusted by the National Geodetic Survey in August 1993..
 EH1421
 EH1421.The geoid height was determined by GEOID03.
 EH1421
 EH1421.The dynamic height is computed by dividing the NAVD 88
 EH1421.geopotential number by the normal gravity value computed on the
 EH1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1421.degrees latitude (g = 980.6199 gals.).
 EH1421
 EH1421.The modeled gravity was interpolated from observed gravity values.
 EH1421
 EH1421;                    North         East    Units  Estimated Accuracy
 EH1421;SPC AR S     -   599,520.      453,310.      MT  (+/- 180 meters Scaled)
 EH1421
 EH1421                          SUPERSEDED SURVEY CONTROL
 EH1421
 EH1421  NAVD 88 (06/15/91)   62.880  (m)          206.30   (f) UNKNOWN     1 2
 EH1421  NGVD 29 (??/??/??)   62.885  (m)          206.32   (f) ADJUSTED    1 2
 EH1421
 EH1421.Superseded values are not recommended for survey control.
 EH1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1421.See file dsdata.txt to determine how the superseded data were derived.
 EH1421
 EH1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451147(NAD 83)
 EH1421_MARKER: O = CHISELED CIRCLE
 EH1421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1421_SP_SET: WELL CASING
 EH1421_STAMPING: 3S 4W 3 DCA 4 2SW U S G S
 EH1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1421
 EH1421  HISTORY     - Date     Condition        Report By
 EH1421  HISTORY     - UNK      MONUMENTED       USGS
 EH1421  HISTORY     - 1955     GOOD             CGS
 EH1421
 EH1421                          STATION DESCRIPTION
 EH1421
 EH1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1421'4.5 MI N FROM ALMYRA.
 EH1421'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1421'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1421'ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 81 FEET
 EH1421'SOUTH OF AN IRRIGATION WELL, 39 FEET WEST OF THE CENTER LINE OF A
 EH1421'ROAD, 4 FEET SOUTHWEST OF WELL 3S-4W-3 DCA 5 2SE (U.S.G.S.), 3.4 FEET
 EH1421'ABOVE THE GROUND, A CHISELED HIGH POINT ON THE TOP OF THE NORTH EDGE
 EH1421'OF A 2 INCH WELL CASING, 3S 4W 3 DCA 4 2SW U S G S IS STAMPED ON A CAP
 EH1421'WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1422 ***********************************************************************
 EH1422  DESIGNATION -  WELL 3 S 4 W 3 DCA 7 1 SE
 EH1422  PID         -  EH1422
 EH1422  STATE/COUNTY-  AR/ARKANSAS
 EH1422  USGS QUAD   -  ALMYRA (1968)
 EH1422
 EH1422                         *CURRENT SURVEY CONTROL
 EH1422  ___________________________________________________________________
 EH1422* NAD 83(1986)-  34 27 53.     (N)    091 25 12.     (W)     SCALED    
 EH1422* NAVD 88     -        62.861  (meters)     206.24   (feet)  ADJUSTED  
 EH1422  ___________________________________________________________________
 EH1422  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1422  DYNAMIC HT  -          62.801 (meters)     206.04  (feet)  COMP
 EH1422  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1422
 EH1422  VERT ORDER  -  FIRST     CLASS II
 EH1422
 EH1422.The horizontal coordinates were scaled from a topographic map and have
 EH1422.an estimated accuracy of +/- 6 seconds.
 EH1422
 EH1422.The orthometric height was determined by differential leveling
 EH1422.and adjusted by the National Geodetic Survey in August 1993..
 EH1422
 EH1422.The geoid height was determined by GEOID03.
 EH1422
 EH1422.The dynamic height is computed by dividing the NAVD 88
 EH1422.geopotential number by the normal gravity value computed on the
 EH1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1422.degrees latitude (g = 980.6199 gals.).
 EH1422
 EH1422.The modeled gravity was interpolated from observed gravity values.
 EH1422
 EH1422;                    North         East    Units  Estimated Accuracy
 EH1422;SPC AR S     -   599,580.      453,290.      MT  (+/- 180 meters Scaled)
 EH1422
 EH1422                          SUPERSEDED SURVEY CONTROL
 EH1422
 EH1422  NAVD 88 (06/15/91)   62.908  (m)          206.39   (f) UNKNOWN     1 2
 EH1422  NGVD 29 (??/??/??)   62.914  (m)          206.41   (f) ADJUSTED    1 2
 EH1422
 EH1422.Superseded values are not recommended for survey control.
 EH1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1422.See file dsdata.txt to determine how the superseded data were derived.
 EH1422
 EH1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451148(NAD 83)
 EH1422_MARKER: O = CHISELED CIRCLE
 EH1422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1422_SP_SET: WELL CASING
 EH1422_STAMPING: 3S 4W 3 DCA 7 1SE
 EH1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1422
 EH1422  HISTORY     - Date     Condition        Report By
 EH1422  HISTORY     - UNK      MONUMENTED       USGS
 EH1422  HISTORY     - 1955     GOOD             CGS
 EH1422
 EH1422                          STATION DESCRIPTION
 EH1422
 EH1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1422'4.5 MI N FROM ALMYRA.
 EH1422'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1422'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1422'ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 40 FEET
 EH1422'SOUTH OF AN IRRIGATION WELL, 51 FEET WEST OF THE CENTER LINE OF A
 EH1422'NORTH AND SOUTH ROAD, 4 FEET NORTHEAST OF WELL 3S-4W-3 DCA 6 1SW
 EH1422'(U.S.G.S.), 3.5 FEET ABOVE THE GROUND, A CHISELED HIGH POINT ON THE
 EH1422'TOP OF THE NORTH EDGE OF A 2 INCH WELL CASING, 3S 4W 3 DCA 7 1SE IS
 EH1422'STAMPED ON A CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1423 ***********************************************************************
 EH1423  DESIGNATION -  WELL 3 S 4 W 3 DCA 6 1 SW
 EH1423  PID         -  EH1423
 EH1423  STATE/COUNTY-  AR/ARKANSAS
 EH1423  USGS QUAD   -  ALMYRA (1968)
 EH1423
 EH1423                         *CURRENT SURVEY CONTROL
 EH1423  ___________________________________________________________________
 EH1423* NAD 83(1986)-  34 27 53.     (N)    091 25 12.     (W)     SCALED    
 EH1423* NAVD 88     -        62.847  (meters)     206.19   (feet)  ADJUSTED  
 EH1423  ___________________________________________________________________
 EH1423  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1423  DYNAMIC HT  -          62.787 (meters)     205.99  (feet)  COMP
 EH1423  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1423
 EH1423  VERT ORDER  -  FIRST     CLASS II
 EH1423
 EH1423.The horizontal coordinates were scaled from a topographic map and have
 EH1423.an estimated accuracy of +/- 6 seconds.
 EH1423
 EH1423.The orthometric height was determined by differential leveling
 EH1423.and adjusted by the National Geodetic Survey in August 1993..
 EH1423
 EH1423.The geoid height was determined by GEOID03.
 EH1423
 EH1423.The dynamic height is computed by dividing the NAVD 88
 EH1423.geopotential number by the normal gravity value computed on the
 EH1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1423.degrees latitude (g = 980.6199 gals.).
 EH1423
 EH1423.The modeled gravity was interpolated from observed gravity values.
 EH1423
 EH1423;                    North         East    Units  Estimated Accuracy
 EH1423;SPC AR S     -   599,580.      453,290.      MT  (+/- 180 meters Scaled)
 EH1423
 EH1423                          SUPERSEDED SURVEY CONTROL
 EH1423
 EH1423  NAVD 88 (06/15/91)   62.895  (m)          206.35   (f) UNKNOWN     1 2
 EH1423  NGVD 29 (??/??/??)   62.900  (m)          206.36   (f) ADJUSTED    1 2
 EH1423
 EH1423.Superseded values are not recommended for survey control.
 EH1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1423.See file dsdata.txt to determine how the superseded data were derived.
 EH1423
 EH1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451148(NAD 83)
 EH1423_MARKER: O = CHISELED CIRCLE
 EH1423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1423_SP_SET: WELL CASING
 EH1423_STAMPING: 3S 4W 3 DCA 6 1SW U.S.G.S.
 EH1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1423
 EH1423  HISTORY     - Date     Condition        Report By
 EH1423  HISTORY     - UNK      MONUMENTED       USGS
 EH1423  HISTORY     - 1955     GOOD             CGS
 EH1423
 EH1423                          STATION DESCRIPTION
 EH1423
 EH1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1423'4.5 MI N FROM ALMYRA.
 EH1423'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1423'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1423'ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DRIT ROAD, 40 FEET
 EH1423'SOUTH OF AN IRRIGATION WELL, 55 FEET WEST OF THE CENTER LINE OF A
 EH1423'NORTH AND SOUTH ROAD, 4 FEET SOUTHWEST OF WELL 3S 4W 3 DCA 7 1SE
 EH1423'(U.S.G.S.), 3.5 FEET ABOVE THE GROUND, A CHISELED HIGH POINT ON THE
 EH1423'TOP OF THE NORTH EDGE OF A 2 INCH WELL CASING, 3S 4W 3 DCA 6 1SW
 EH1423'U.S.G.S. IS STAMPED ON A CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1424 ***********************************************************************
 EH1424  DESIGNATION -  WELL 3 S 4 W 3 DCA 9
 EH1424  PID         -  EH1424
 EH1424  STATE/COUNTY-  AR/ARKANSAS
 EH1424  USGS QUAD   -  ALMYRA (1968)
 EH1424
 EH1424                         *CURRENT SURVEY CONTROL
 EH1424  ___________________________________________________________________
 EH1424* NAD 83(1986)-  34 27 53.     (N)    091 25 12.     (W)     SCALED    
 EH1424* NAVD 88     -        62.617  (meters)     205.44   (feet)  ADJUSTED  
 EH1424  ___________________________________________________________________
 EH1424  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1424  DYNAMIC HT  -          62.557 (meters)     205.24  (feet)  COMP
 EH1424  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1424
 EH1424  VERT ORDER  -  FIRST     CLASS II
 EH1424
 EH1424.The horizontal coordinates were scaled from a topographic map and have
 EH1424.an estimated accuracy of +/- 6 seconds.
 EH1424
 EH1424.The orthometric height was determined by differential leveling
 EH1424.and adjusted by the National Geodetic Survey in August 1993..
 EH1424
 EH1424.The geoid height was determined by GEOID03.
 EH1424
 EH1424.The dynamic height is computed by dividing the NAVD 88
 EH1424.geopotential number by the normal gravity value computed on the
 EH1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1424.degrees latitude (g = 980.6199 gals.).
 EH1424
 EH1424.The modeled gravity was interpolated from observed gravity values.
 EH1424
 EH1424;                    North         East    Units  Estimated Accuracy
 EH1424;SPC AR S     -   599,580.      453,290.      MT  (+/- 180 meters Scaled)
 EH1424
 EH1424                          SUPERSEDED SURVEY CONTROL
 EH1424
 EH1424  NAVD 88 (06/15/91)   62.664  (m)          205.59   (f) UNKNOWN     1 2
 EH1424  NGVD 29 (??/??/??)   62.670  (m)          205.61   (f) ADJUSTED    1 2
 EH1424
 EH1424.Superseded values are not recommended for survey control.
 EH1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1424.See file dsdata.txt to determine how the superseded data were derived.
 EH1424
 EH1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451148(NAD 83)
 EH1424_MARKER: O = CHISELED CIRCLE
 EH1424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1424_SP_SET: WELL CASING
 EH1424_STAMPING: 3S 4W 3 DCA 9 U.S.G.S.
 EH1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1424
 EH1424  HISTORY     - Date     Condition        Report By
 EH1424  HISTORY     - UNK      MONUMENTED       USGS
 EH1424  HISTORY     - 1955     GOOD             CGS
 EH1424
 EH1424                          STATION DESCRIPTION
 EH1424
 EH1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1424'4.5 MI N FROM ALMYRA.
 EH1424'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1424'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1424'ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 230 FEET
 EH1424'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 164 FEET WEST OF AN
 EH1424'IRRIGATION WELL, 23 FEET SOUTH OF THE SOUTH BANK OF A DITCH, 3 FEET
 EH1424'ABOVE THE GROUND, A CHISELED HIGH POINT ON THE TOP OF THE WEST EDGE OF
 EH1424'A 2 INCH WELL CASING, 3S 4W 3 DCA 9 U.S.G.S. IS STAMPED ON A CAP WHICH
 EH1424'IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1425 ***********************************************************************
 EH1425  DESIGNATION -  WELL 3 S 4 W 3 DCA 8
 EH1425  PID         -  EH1425
 EH1425  STATE/COUNTY-  AR/ARKANSAS
 EH1425  USGS QUAD   -  ALMYRA (1968)
 EH1425
 EH1425                         *CURRENT SURVEY CONTROL
 EH1425  ___________________________________________________________________
 EH1425* NAD 83(1986)-  34 27 53.     (N)    091 25 12.     (W)     SCALED    
 EH1425* NAVD 88     -        62.673  (meters)     205.62   (feet)  ADJUSTED  
 EH1425  ___________________________________________________________________
 EH1425  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1425  DYNAMIC HT  -          62.612 (meters)     205.42  (feet)  COMP
 EH1425  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1425
 EH1425  VERT ORDER  -  FIRST     CLASS II
 EH1425
 EH1425.The horizontal coordinates were scaled from a topographic map and have
 EH1425.an estimated accuracy of +/- 6 seconds.
 EH1425
 EH1425.The orthometric height was determined by differential leveling
 EH1425.and adjusted by the National Geodetic Survey in August 1993..
 EH1425
 EH1425.The geoid height was determined by GEOID03.
 EH1425
 EH1425.The dynamic height is computed by dividing the NAVD 88
 EH1425.geopotential number by the normal gravity value computed on the
 EH1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1425.degrees latitude (g = 980.6199 gals.).
 EH1425
 EH1425.The modeled gravity was interpolated from observed gravity values.
 EH1425
 EH1425;                    North         East    Units  Estimated Accuracy
 EH1425;SPC AR S     -   599,580.      453,290.      MT  (+/- 180 meters Scaled)
 EH1425
 EH1425                          SUPERSEDED SURVEY CONTROL
 EH1425
 EH1425  NAVD 88 (06/15/91)   62.720  (m)          205.77   (f) UNKNOWN     1 2
 EH1425  NGVD 29 (??/??/??)   62.725  (m)          205.79   (f) ADJUSTED    1 2
 EH1425
 EH1425.Superseded values are not recommended for survey control.
 EH1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1425.See file dsdata.txt to determine how the superseded data were derived.
 EH1425
 EH1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451148(NAD 83)
 EH1425_MARKER: O = CHISELED CIRCLE
 EH1425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1425_SP_SET: WELL CASING
 EH1425_STAMPING: 3S 4W 3 DCA 8 U.S.G.S.
 EH1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1425
 EH1425  HISTORY     - Date     Condition        Report By
 EH1425  HISTORY     - UNK      MONUMENTED       USGS
 EH1425  HISTORY     - 1954     GOOD             CGS
 EH1425
 EH1425                          STATION DESCRIPTION
 EH1425
 EH1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1425'4.5 MI N FROM ALMYRA.
 EH1425'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1425'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILES WEST
 EH1425'ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 113 FEET
 EH1425'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 50 FEET WEST OF AN
 EH1425'IRRIGATION WELL, 23 FEET SOUTH OF THE SOUTH BANK OF A DITCH, 3.0 FEET
 EH1425'ABOVE THE GROUND, A CHISELED HIGH POINT ON THE TOP OF THE NORTH EDGE
 EH1425'OF A 2 INCH WELL CASING, 3S 4W 3 DCA 8 U.S.G.S. IS STAMPED ON A CAP
 EH1425'WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1417 ***********************************************************************
 EH1417  DESIGNATION -  WELL 3 S 4 W 3 DCD 1 5 S
 EH1417  PID         -  EH1417
 EH1417  STATE/COUNTY-  AR/ARKANSAS
 EH1417  USGS QUAD   -  ALMYRA (1968)
 EH1417
 EH1417                         *CURRENT SURVEY CONTROL
 EH1417  ___________________________________________________________________
 EH1417* NAD 83(1986)-  34 27 45.     (N)    091 25 11.     (W)     SCALED    
 EH1417* NAVD 88     -        62.470  (meters)     204.95   (feet)  ADJUSTED  
 EH1417  ___________________________________________________________________
 EH1417  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1417  DYNAMIC HT  -          62.410 (meters)     204.76  (feet)  COMP
 EH1417  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 EH1417
 EH1417  VERT ORDER  -  FIRST     CLASS II
 EH1417
 EH1417.The horizontal coordinates were scaled from a topographic map and have
 EH1417.an estimated accuracy of +/- 6 seconds.
 EH1417
 EH1417.The orthometric height was determined by differential leveling
 EH1417.and adjusted by the National Geodetic Survey in August 1993..
 EH1417
 EH1417.The geoid height was determined by GEOID03.
 EH1417
 EH1417.The dynamic height is computed by dividing the NAVD 88
 EH1417.geopotential number by the normal gravity value computed on the
 EH1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1417.degrees latitude (g = 980.6199 gals.).
 EH1417
 EH1417.The modeled gravity was interpolated from observed gravity values.
 EH1417
 EH1417;                    North         East    Units  Estimated Accuracy
 EH1417;SPC AR S     -   599,330.      453,310.      MT  (+/- 180 meters Scaled)
 EH1417
 EH1417                          SUPERSEDED SURVEY CONTROL
 EH1417
 EH1417  NAVD 88 (06/15/91)   62.517  (m)          205.11   (f) UNKNOWN     1 2
 EH1417  NGVD 29 (??/??/??)   62.523  (m)          205.13   (f) ADJUSTED    1 2
 EH1417
 EH1417.Superseded values are not recommended for survey control.
 EH1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1417.See file dsdata.txt to determine how the superseded data were derived.
 EH1417
 EH1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451145(NAD 83)
 EH1417_MARKER: O = CHISELED CIRCLE
 EH1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1417_SP_SET: WELL CASING
 EH1417_STAMPING: 3S 4W 3 DCD 1 5S
 EH1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1417
 EH1417  HISTORY     - Date     Condition        Report By
 EH1417  HISTORY     - UNK      MONUMENTED       USGS
 EH1417  HISTORY     - 1955     GOOD             CGS
 EH1417
 EH1417                          STATION DESCRIPTION
 EH1417
 EH1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1417'4.4 MI N FROM ALMYRA.
 EH1417'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1417'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1417'ALONG A DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD, 0.1 MILE
 EH1417'SOUTH OF AN IRRIGATION WELL, 12 FEET WEST OF THE CENTER LINE OF A
 EH1417'ROAD, 3.7 FEET ABOVE THE GROUND, A CHISELED HIGH POINT ON THE TOP OF
 EH1417'THE NORTH EDGE OF A 2 INCH WELL CASING, 3S 4W 3 DCD 1 5S IS STAMPED ON
 EH1417'A CAP WHICH IS ON THE TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1428 ***********************************************************************
 EH1428  DESIGNATION -  WELL 3 S 4 W 3 DDB 1
 EH1428  PID         -  EH1428
 EH1428  STATE/COUNTY-  AR/ARKANSAS
 EH1428  USGS QUAD   -  ALMYRA (1968)
 EH1428
 EH1428                         *CURRENT SURVEY CONTROL
 EH1428  ___________________________________________________________________
 EH1428* NAD 83(1986)-  34 27 52.     (N)    091 25 12.     (W)     SCALED    
 EH1428* NAVD 88     -        62.541  (meters)     205.19   (feet)  ADJUSTED  
 EH1428  ___________________________________________________________________
 EH1428  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1428  DYNAMIC HT  -          62.482 (meters)     204.99  (feet)  COMP
 EH1428  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH1428
 EH1428  VERT ORDER  -  FIRST     CLASS II
 EH1428
 EH1428.The horizontal coordinates were scaled from a topographic map and have
 EH1428.an estimated accuracy of +/- 6 seconds.
 EH1428
 EH1428.The orthometric height was determined by differential leveling
 EH1428.and adjusted by the National Geodetic Survey in August 1993..
 EH1428
 EH1428.The geoid height was determined by GEOID03.
 EH1428
 EH1428.The dynamic height is computed by dividing the NAVD 88
 EH1428.geopotential number by the normal gravity value computed on the
 EH1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1428.degrees latitude (g = 980.6199 gals.).
 EH1428
 EH1428.The modeled gravity was interpolated from observed gravity values.
 EH1428
 EH1428;                    North         East    Units  Estimated Accuracy
 EH1428;SPC AR S     -   599,550.      453,290.      MT  (+/- 180 meters Scaled)
 EH1428
 EH1428                          SUPERSEDED SURVEY CONTROL
 EH1428
 EH1428  NAVD 88 (06/15/91)   62.589  (m)          205.34   (f) UNKNOWN     1 2
 EH1428  NGVD 29 (??/??/??)   62.594  (m)          205.36   (f) ADJUSTED    1 2
 EH1428
 EH1428.Superseded values are not recommended for survey control.
 EH1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1428.See file dsdata.txt to determine how the superseded data were derived.
 EH1428
 EH1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451147(NAD 83)
 EH1428_MARKER: O = CHISELED CIRCLE
 EH1428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1428_SP_SET: WELL CASING
 EH1428_STAMPING: 3S 4W 3 DDB 1 U.S.G.S.
 EH1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1428
 EH1428  HISTORY     - Date     Condition        Report By
 EH1428  HISTORY     - UNK      MONUMENTED       USGS
 EH1428  HISTORY     - 1955     GOOD             CGS
 EH1428
 EH1428                          STATION DESCRIPTION
 EH1428
 EH1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1428'4.5 MI N FROM ALMYRA.
 EH1428'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1428'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 30, THENCE 0.2 MILE WEST
 EH1428'ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 200 FEET
 EH1428'EAST OF AN IRRIGATION WELL, 135 FEET EAST OF THE CENTER LINE OF A
 EH1428'NORTH AND SOUTH ROAD, 2.7 FEET ABOVE THE GROUND, 3S 4W 3 DDB 1
 EH1428'U.S.G.S. IS STAMPED ON A CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1432 ***********************************************************************
 EH1432  DESIGNATION -  WELL 3 S 4 W 4 AAD 1
 EH1432  PID         -  EH1432
 EH1432  STATE/COUNTY-  AR/ARKANSAS
 EH1432  USGS QUAD   -  ALMYRA (1968)
 EH1432
 EH1432                         *CURRENT SURVEY CONTROL
 EH1432  ___________________________________________________________________
 EH1432* NAD 83(1986)-  34 28 24.     (N)    091 26 06.     (W)     SCALED    
 EH1432* NAVD 88     -        62.799  (meters)     206.03   (feet)  ADJUSTED  
 EH1432  ___________________________________________________________________
 EH1432  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH1432  DYNAMIC HT  -          62.738 (meters)     205.83  (feet)  COMP
 EH1432  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 EH1432
 EH1432  VERT ORDER  -  FIRST     CLASS II
 EH1432
 EH1432.The horizontal coordinates were scaled from a topographic map and have
 EH1432.an estimated accuracy of +/- 6 seconds.
 EH1432
 EH1432.The orthometric height was determined by differential leveling
 EH1432.and adjusted by the National Geodetic Survey in August 1993..
 EH1432
 EH1432.The geoid height was determined by GEOID03.
 EH1432
 EH1432.The dynamic height is computed by dividing the NAVD 88
 EH1432.geopotential number by the normal gravity value computed on the
 EH1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1432.degrees latitude (g = 980.6199 gals.).
 EH1432
 EH1432.The modeled gravity was interpolated from observed gravity values.
 EH1432
 EH1432;                    North         East    Units  Estimated Accuracy
 EH1432;SPC AR S     -   600,530.      451,900.      MT  (+/- 180 meters Scaled)
 EH1432
 EH1432                          SUPERSEDED SURVEY CONTROL
 EH1432
 EH1432  NAVD 88 (06/15/91)   62.843  (m)          206.18   (f) UNKNOWN     1 2
 EH1432  NGVD 29 (??/??/??)   62.847  (m)          206.19   (f) ADJUSTED    1 2
 EH1432
 EH1432.Superseded values are not recommended for survey control.
 EH1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1432.See file dsdata.txt to determine how the superseded data were derived.
 EH1432
 EH1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU437157(NAD 83)
 EH1432_MARKER: O = CHISELED CIRCLE
 EH1432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1432_SP_SET: WELL CASING
 EH1432_STAMPING: 3S 4W 4 AAD 1
 EH1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1432
 EH1432  HISTORY     - Date     Condition        Report By
 EH1432  HISTORY     - UNK      MONUMENTED       USGS
 EH1432  HISTORY     - 1955     GOOD             CGS
 EH1432
 EH1432                          STATION DESCRIPTION
 EH1432
 EH1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1432'7.05 MI E FROM STUTTGART.
 EH1432'0.5 MILE SOUTH ALONG HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1432'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1432'HIGHWAYS 11 AND 30, THENCE 5.8 MILES EAST ALONG STATE HIGHWAY 30,
 EH1432'THENCE 0.15 MILE SOUTH ALONG A PRIVATE ROAD, 53 FEET WEST OF THE
 EH1432'NORTHWEST CORNER OF A SMALL ABANDONED HOUSE, 22 FEET WEST OF THE
 EH1432'CENTER LINE OF A PRIVATE ROAD, 3 FEET ABOVE THE GROUND, A CHISELED
 EH1432'HIGH POINT ON THE TOP OF THE NORTH EDGE OF A 2 INCH WELL CASING, 3S 4W
 EH1432'4 AAD 1 IS STAMPED ON A CAP WHICH IS ON TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1664 ***********************************************************************
 EH1664  DESIGNATION -  WELL 3 S 5 W 10 BAB 1
 EH1664  PID         -  EH1664
 EH1664  STATE/COUNTY-  AR/ARKANSAS
 EH1664  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1664
 EH1664                         *CURRENT SURVEY CONTROL
 EH1664  ___________________________________________________________________
 EH1664* NAD 83(1986)-  34 27 51.     (N)    091 32 12.     (W)     SCALED    
 EH1664* NAVD 88     -        65.383  (meters)     214.51   (feet)  ADJUSTED  
 EH1664  ___________________________________________________________________
 EH1664  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH1664  DYNAMIC HT  -          65.320 (meters)     214.30  (feet)  COMP
 EH1664  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 EH1664
 EH1664  VERT ORDER  -  FIRST     CLASS II
 EH1664
 EH1664.The horizontal coordinates were scaled from a topographic map and have
 EH1664.an estimated accuracy of +/- 6 seconds.
 EH1664
 EH1664.The orthometric height was determined by differential leveling
 EH1664.and adjusted by the National Geodetic Survey in August 1993..
 EH1664
 EH1664.The geoid height was determined by GEOID03.
 EH1664
 EH1664.The dynamic height is computed by dividing the NAVD 88
 EH1664.geopotential number by the normal gravity value computed on the
 EH1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1664.degrees latitude (g = 980.6199 gals.).
 EH1664
 EH1664.The modeled gravity was interpolated from observed gravity values.
 EH1664
 EH1664;                    North         East    Units  Estimated Accuracy
 EH1664;SPC AR S     -   599,460.      442,570.      MT  (+/- 180 meters Scaled)
 EH1664
 EH1664                          SUPERSEDED SURVEY CONTROL
 EH1664
 EH1664  NAVD 88 (06/15/91)   65.419  (m)          214.63   (f) UNKNOWN     1 2
 EH1664  NGVD 29 (??/??/??)   65.424  (m)          214.65   (f) ADJUSTED    1 2
 EH1664
 EH1664.Superseded values are not recommended for survey control.
 EH1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1664.See file dsdata.txt to determine how the superseded data were derived.
 EH1664
 EH1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU344145(NAD 83)
 EH1664_MARKER: X = CHISELED CROSS
 EH1664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1664_SP_SET: WELL CASING
 EH1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1664
 EH1664  HISTORY     - Date     Condition        Report By
 EH1664  HISTORY     - UNK      MONUMENTED       USGS
 EH1664  HISTORY     - 1954     GOOD             CGS
 EH1664
 EH1664                          STATION DESCRIPTION
 EH1664
 EH1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1664'2.3 MI S FROM STUTTGART.
 EH1664'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1664'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1664'HIGHWAYS 11 AND 30, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 11,
 EH1664'THENCE 0.2 MILE EAST ALONG A DIRT ROAD, 90 FEET SOUTH OF THE CENTER
 EH1664'LINE OF AN EAST AND WEST ROAD, A CHISELED CROSS ON THE TOP OF THE
 EH1664'NORTH EDGE OF A 24 INCH IRRIGATION WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1670 ***********************************************************************
 EH1670  DESIGNATION -  WELL 3 S 5 W 11 AAA 1
 EH1670  PID         -  EH1670
 EH1670  STATE/COUNTY-  AR/ARKANSAS
 EH1670  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1670
 EH1670                         *CURRENT SURVEY CONTROL
 EH1670  ___________________________________________________________________
 EH1670* NAD 83(1986)-  34 27 48.     (N)    091 30 22.     (W)     SCALED    
 EH1670* NAVD 88     -        65.890  (meters)     216.17   (feet)  ADJUSTED  
 EH1670  ___________________________________________________________________
 EH1670  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH1670  DYNAMIC HT  -          65.827 (meters)     215.97  (feet)  COMP
 EH1670  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 EH1670
 EH1670  VERT ORDER  -  FIRST     CLASS II
 EH1670
 EH1670.The horizontal coordinates were scaled from a topographic map and have
 EH1670.an estimated accuracy of +/- 6 seconds.
 EH1670
 EH1670.The orthometric height was determined by differential leveling
 EH1670.and adjusted by the National Geodetic Survey in August 1993..
 EH1670
 EH1670.The geoid height was determined by GEOID03.
 EH1670
 EH1670.The dynamic height is computed by dividing the NAVD 88
 EH1670.geopotential number by the normal gravity value computed on the
 EH1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1670.degrees latitude (g = 980.6199 gals.).
 EH1670
 EH1670.The modeled gravity was interpolated from observed gravity values.
 EH1670
 EH1670;                    North         East    Units  Estimated Accuracy
 EH1670;SPC AR S     -   599,380.      445,380.      MT  (+/- 180 meters Scaled)
 EH1670
 EH1670                          SUPERSEDED SURVEY CONTROL
 EH1670
 EH1670  NAVD 88 (06/15/91)   65.928  (m)          216.30   (f) UNKNOWN     1 2
 EH1670  NGVD 29 (??/??/??)   65.933  (m)          216.32   (f) ADJUSTED    1 2
 EH1670
 EH1670.Superseded values are not recommended for survey control.
 EH1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1670.See file dsdata.txt to determine how the superseded data were derived.
 EH1670
 EH1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU372145(NAD 83)
 EH1670_MARKER: P = PIPE CAP
 EH1670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1670_SP_SET: WELL CASING
 EH1670_STAMPING: USGS 3 S 5 W 11 AAA 1
 EH1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1670
 EH1670  HISTORY     - Date     Condition        Report By
 EH1670  HISTORY     - UNK      MONUMENTED       USGS
 EH1670  HISTORY     - 1954     GOOD             CGS
 EH1670
 EH1670                          STATION DESCRIPTION
 EH1670
 EH1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1670'4.7 MI SE FROM STUTTGART.
 EH1670'4.6 MILES SOUTHEAST ALONG ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1670'STATION AT STUTTGART, THENCE 0.1 MILE NORTH ALONG A GRADED DIRT ROAD,
 EH1670'73 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 31 FEET
 EH1670'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 2.0 FEET ABOVE THE
 EH1670'GROUND, ON THE TOP OF THE EAST EDGE OF A 2-INCH WELL CASING, THE
 EH1670'STAMPING IS ON A CAP WHICH IS ON THE TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1672 ***********************************************************************
 EH1672  DESIGNATION -  WELL 3 S 5 W 11 BBA 1
 EH1672  PID         -  EH1672
 EH1672  STATE/COUNTY-  AR/ARKANSAS
 EH1672  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1672
 EH1672                         *CURRENT SURVEY CONTROL
 EH1672  ___________________________________________________________________
 EH1672* NAD 83(1986)-  34 27 50.     (N)    091 31 17.     (W)     SCALED    
 EH1672* NAVD 88     -        65.553  (meters)     215.07   (feet)  ADJUSTED  
 EH1672  ___________________________________________________________________
 EH1672  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH1672  DYNAMIC HT  -          65.490 (meters)     214.86  (feet)  COMP
 EH1672  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 EH1672
 EH1672  VERT ORDER  -  FIRST     CLASS II
 EH1672
 EH1672.The horizontal coordinates were scaled from a topographic map and have
 EH1672.an estimated accuracy of +/- 6 seconds.
 EH1672
 EH1672.The orthometric height was determined by differential leveling
 EH1672.and adjusted by the National Geodetic Survey in August 1993..
 EH1672
 EH1672.The geoid height was determined by GEOID03.
 EH1672
 EH1672.The dynamic height is computed by dividing the NAVD 88
 EH1672.geopotential number by the normal gravity value computed on the
 EH1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1672.degrees latitude (g = 980.6199 gals.).
 EH1672
 EH1672.The modeled gravity was interpolated from observed gravity values.
 EH1672
 EH1672;                    North         East    Units  Estimated Accuracy
 EH1672;SPC AR S     -   599,440.      443,970.      MT  (+/- 180 meters Scaled)
 EH1672
 EH1672                          SUPERSEDED SURVEY CONTROL
 EH1672
 EH1672  NAVD 88 (06/15/91)   65.590  (m)          215.19   (f) UNKNOWN     1 2
 EH1672  NGVD 29 (??/??/??)   65.595  (m)          215.21   (f) ADJUSTED    1 2
 EH1672
 EH1672.Superseded values are not recommended for survey control.
 EH1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1672.See file dsdata.txt to determine how the superseded data were derived.
 EH1672
 EH1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU358145(NAD 83)
 EH1672_MARKER: P = PIPE CAP
 EH1672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1672_SP_SET: WELL CASING
 EH1672_STAMPING: USGS 3 S 5 W 11 BBA 1
 EH1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1672
 EH1672  HISTORY     - Date     Condition        Report By
 EH1672  HISTORY     - UNK      MONUMENTED       USGS
 EH1672  HISTORY     - 1954     GOOD             CGS
 EH1672
 EH1672                          STATION DESCRIPTION
 EH1672
 EH1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1672'3.9 MI SE FROM STUTTGART.
 EH1672'3.5 MILES SOUTHEAST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 EH1672'THE STATION AT STUTTGART, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT
 EH1672'ROAD, THENCE 0.1 MILE EAST ALONG A GRADED DIRT ROAD, 0.1 MILES
 EH1672'NORTHWEST OF A FARMHOUSE, AT THE NORTHWEST CORNER OF A SMALL PASTURE,
 EH1672'50 FEET SOUTHWEST OF A POWER POLE, 69 FEET SOUTH OF THE CENTER LINE OF
 EH1672'AN EAST AND WEST FENCE, 6 FEET EAST OF A NORTH AND SOUTH FENCE, 2.0
 EH1672'FEET ABOVE THE GROUND, ON THE TOP OF THE EAST EDGE OF A 2-INCH WELL
 EH1672'CASING, THE STAMPED IS ON THE CAP WHICH IS ON THE TOP OF THE WELL
 EH1672'CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1662 ***********************************************************************
 EH1662  DESIGNATION -  WELL 3 S 5 W 15 BBA 1
 EH1662  PID         -  EH1662
 EH1662  STATE/COUNTY-  AR/ARKANSAS
 EH1662  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1662
 EH1662                         *CURRENT SURVEY CONTROL
 EH1662  ___________________________________________________________________
 EH1662* NAD 83(1986)-  34 26 58.     (N)    091 32 13.     (W)     SCALED    
 EH1662* NAVD 88     -        63.413  (meters)     208.05   (feet)  ADJUSTED  
 EH1662  ___________________________________________________________________
 EH1662  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH1662  DYNAMIC HT  -          63.353 (meters)     207.85  (feet)  COMP
 EH1662  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 EH1662
 EH1662  VERT ORDER  -  FIRST     CLASS II
 EH1662
 EH1662.The horizontal coordinates were scaled from a topographic map and have
 EH1662.an estimated accuracy of +/- 6 seconds.
 EH1662
 EH1662.The orthometric height was determined by differential leveling
 EH1662.and adjusted by the National Geodetic Survey in August 1993..
 EH1662
 EH1662.The geoid height was determined by GEOID03.
 EH1662
 EH1662.The dynamic height is computed by dividing the NAVD 88
 EH1662.geopotential number by the normal gravity value computed on the
 EH1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1662.degrees latitude (g = 980.6199 gals.).
 EH1662
 EH1662.The modeled gravity was interpolated from observed gravity values.
 EH1662
 EH1662;                    North         East    Units  Estimated Accuracy
 EH1662;SPC AR S     -   597,830.      442,550.      MT  (+/- 180 meters Scaled)
 EH1662
 EH1662                          SUPERSEDED SURVEY CONTROL
 EH1662
 EH1662  NAVD 88 (06/15/91)   63.450  (m)          208.17   (f) UNKNOWN     1 2
 EH1662  NGVD 29 (??/??/??)   63.457  (m)          208.19   (f) ADJUSTED    1 2
 EH1662
 EH1662.Superseded values are not recommended for survey control.
 EH1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1662.See file dsdata.txt to determine how the superseded data were derived.
 EH1662
 EH1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU344129(NAD 83)
 EH1662_MARKER: X = CHISELED CROSS
 EH1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1662_SP_SET: WELL CASING
 EH1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1662
 EH1662  HISTORY     - Date     Condition        Report By
 EH1662  HISTORY     - UNK      MONUMENTED       USGS
 EH1662  HISTORY     - 1954     GOOD             CGS
 EH1662
 EH1662                          STATION DESCRIPTION
 EH1662
 EH1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1662'3.3 MI S FROM STUTTGART.
 EH1662'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN,
 EH1662'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1662'HIGHWAYS 11 AND 30, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 11,
 EH1662'THENCE 0.2 MILE EAST ALONG A DIRT ROAD, AT THE HENREY SIMS HOME, IN A
 EH1662'LONG SHEET METAL PUMP HOUSE, A CHISELED CROSS ON THE TOP OF A STEEL
 EH1662'PLATE OVER A 24 INCH IRRIGATION WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1660 ***********************************************************************
 EH1660  DESIGNATION -  WELL 3 S 5 W 22 BBB 1
 EH1660  PID         -  EH1660
 EH1660  STATE/COUNTY-  AR/ARKANSAS
 EH1660  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1660
 EH1660                         *CURRENT SURVEY CONTROL
 EH1660  ___________________________________________________________________
 EH1660* NAD 83(1986)-  34 26 05.     (N)    091 32 21.     (W)     SCALED    
 EH1660* NAVD 88     -        63.793  (meters)     209.29   (feet)  ADJUSTED  
 EH1660  ___________________________________________________________________
 EH1660  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH1660  DYNAMIC HT  -          63.732 (meters)     209.09  (feet)  COMP
 EH1660  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 EH1660
 EH1660  VERT ORDER  -  FIRST     CLASS II
 EH1660
 EH1660.The horizontal coordinates were scaled from a topographic map and have
 EH1660.an estimated accuracy of +/- 6 seconds.
 EH1660
 EH1660.The orthometric height was determined by differential leveling
 EH1660.and adjusted by the National Geodetic Survey in August 1993..
 EH1660
 EH1660.The geoid height was determined by GEOID03.
 EH1660
 EH1660.The dynamic height is computed by dividing the NAVD 88
 EH1660.geopotential number by the normal gravity value computed on the
 EH1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1660.degrees latitude (g = 980.6199 gals.).
 EH1660
 EH1660.The modeled gravity was interpolated from observed gravity values.
 EH1660
 EH1660;                    North         East    Units  Estimated Accuracy
 EH1660;SPC AR S     -   596,200.      442,350.      MT  (+/- 180 meters Scaled)
 EH1660
 EH1660                          SUPERSEDED SURVEY CONTROL
 EH1660
 EH1660  NAVD 88 (06/15/91)   63.831  (m)          209.42   (f) UNKNOWN     1 2
 EH1660  NGVD 29 (??/??/??)   63.839  (m)          209.45   (f) ADJUSTED    1 2
 EH1660
 EH1660.Superseded values are not recommended for survey control.
 EH1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1660.See file dsdata.txt to determine how the superseded data were derived.
 EH1660
 EH1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU342113(NAD 83)
 EH1660_MARKER: X = CHISELED CROSS
 EH1660_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1660_SP_SET: WELL PIPE
 EH1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1660
 EH1660  HISTORY     - Date     Condition        Report By
 EH1660  HISTORY     - UNK      MONUMENTED       USGS
 EH1660  HISTORY     - 1954     GOOD             CGS
 EH1660
 EH1660                          STATION DESCRIPTION
 EH1660
 EH1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1660'4.2 MI S FROM STUTTGART.
 EH1660'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1660'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1660'HIGHWAYS 11 AND 30, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 11,
 EH1660'THENCE 0.1 MILE EAST ALONG A GRAVELED ROAD, 60 FEET SOUTH OF THE
 EH1660'CENTER LINE OF THE ROAD, 2.5 FEET EAST OF THE EAST SIDE OF A WOODEN
 EH1660'PUMP HOUSE, A CHISELED CROSS ON THE TOP OF THE OUTER END OF AN 8 INCH
 EH1660'DISCHARGE PIPE FOR AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1655 ***********************************************************************
 EH1655  DESIGNATION -  WELL 3 S 5 W 28 DCA 1
 EH1655  PID         -  EH1655
 EH1655  STATE/COUNTY-  AR/ARKANSAS
 EH1655  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1655
 EH1655                         *CURRENT SURVEY CONTROL
 EH1655  ___________________________________________________________________
 EH1655* NAD 83(1986)-  34 24 31.     (N)    091 32 49.     (W)     SCALED    
 EH1655* NAVD 88     -        61.845  (meters)     202.90   (feet)  ADJUSTED  
 EH1655  ___________________________________________________________________
 EH1655  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH1655  DYNAMIC HT  -          61.786 (meters)     202.71  (feet)  COMP
 EH1655  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 EH1655
 EH1655  VERT ORDER  -  FIRST     CLASS II
 EH1655
 EH1655.The horizontal coordinates were scaled from a topographic map and have
 EH1655.an estimated accuracy of +/- 6 seconds.
 EH1655
 EH1655.The orthometric height was determined by differential leveling
 EH1655.and adjusted by the National Geodetic Survey in August 1993..
 EH1655
 EH1655.The geoid height was determined by GEOID03.
 EH1655
 EH1655.The dynamic height is computed by dividing the NAVD 88
 EH1655.geopotential number by the normal gravity value computed on the
 EH1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1655.degrees latitude (g = 980.6199 gals.).
 EH1655
 EH1655.The modeled gravity was interpolated from observed gravity values.
 EH1655
 EH1655;                    North         East    Units  Estimated Accuracy
 EH1655;SPC AR S     -   593,300.      441,650.      MT  (+/- 180 meters Scaled)
 EH1655
 EH1655                          SUPERSEDED SURVEY CONTROL
 EH1655
 EH1655  NAVD 88 (06/15/91)   61.886  (m)          203.04   (f) UNKNOWN     1 2
 EH1655  NGVD 29 (??/??/??)   61.896  (m)          203.07   (f) ADJUSTED    1 2
 EH1655
 EH1655.Superseded values are not recommended for survey control.
 EH1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1655.See file dsdata.txt to determine how the superseded data were derived.
 EH1655
 EH1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU335084(NAD 83)
 EH1655_MARKER: X = CHISELED CROSS
 EH1655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1655_SP_SET: PUMP BASE
 EH1655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1655
 EH1655  HISTORY     - Date     Condition        Report By
 EH1655  HISTORY     - UNK      MONUMENTED       USGS
 EH1655  HISTORY     - 1954     GOOD             CGS
 EH1655
 EH1655                          STATION DESCRIPTION
 EH1655
 EH1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1655'6.2 MI S FROM STUTTGART.
 EH1655'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DRENNEN
 EH1655'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.6 MILE EAST ALONG STATE
 EH1655'HIGHWAYS 11 AND 30, THENCE 4.8 MILES SOUTH ALONG STATE HIGHWAY 11,
 EH1655'THENCE 0.3 MILE WEST ALONG A PRIVATE ROAD, 247 FEET NORTH OF THE
 EH1655'NORTHWEST CORNER OF AN OLD HOUSE, 28 FEET NORTHWEST OF A POWER POLE, A
 EH1655'CHISELED CROSS ON THE TOP OF THE SOUTHEAST EDGE OF THE STEEL BASE OF
 EH1655'AN IRRIGATION WELL PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1669 ***********************************************************************
 EH1669  DESIGNATION -  WELL 3 S 5 W 4 ABB 1
 EH1669  PID         -  EH1669
 EH1669  STATE/COUNTY-  AR/ARKANSAS
 EH1669  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1669
 EH1669                         *CURRENT SURVEY CONTROL
 EH1669  ___________________________________________________________________
 EH1669* NAD 83(1986)-  34 28 44.     (N)    091 32 54.     (W)     SCALED    
 EH1669* NAVD 88     -        65.180  (meters)     213.84   (feet)  ADJUSTED  
 EH1669  ___________________________________________________________________
 EH1669  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH1669  DYNAMIC HT  -          65.117 (meters)     213.64  (feet)  COMP
 EH1669  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EH1669
 EH1669  VERT ORDER  -  FIRST     CLASS II
 EH1669
 EH1669.The horizontal coordinates were scaled from a topographic map and have
 EH1669.an estimated accuracy of +/- 6 seconds.
 EH1669
 EH1669.The orthometric height was determined by differential leveling
 EH1669.and adjusted by the National Geodetic Survey in August 1993..
 EH1669
 EH1669.The geoid height was determined by GEOID03.
 EH1669
 EH1669.The dynamic height is computed by dividing the NAVD 88
 EH1669.geopotential number by the normal gravity value computed on the
 EH1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1669.degrees latitude (g = 980.6199 gals.).
 EH1669
 EH1669.The modeled gravity was interpolated from observed gravity values.
 EH1669
 EH1669;                    North         East    Units  Estimated Accuracy
 EH1669;SPC AR S     -   601,090.      441,490.      MT  (+/- 180 meters Scaled)
 EH1669
 EH1669                          SUPERSEDED SURVEY CONTROL
 EH1669
 EH1669  NGVD 29 (??/??/??)   65.217  (m)          213.97   (f) ADJUSTED    1 2
 EH1669
 EH1669.Superseded values are not recommended for survey control.
 EH1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1669.See file dsdata.txt to determine how the superseded data were derived.
 EH1669
 EH1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU333162(NAD 83)
 EH1669_MARKER: X = CHISELED CROSS
 EH1669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1669_SP_SET: WELL CASING
 EH1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1669
 EH1669  HISTORY     - Date     Condition        Report By
 EH1669  HISTORY     - UNK      MONUMENTED       USGS
 EH1669  HISTORY     - 1954     GOOD             CGS
 EH1669
 EH1669                          STATION DESCRIPTION
 EH1669
 EH1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1669'0.7 MI SE FROM STUTTGART.
 EH1669'0.5 MILE SOUTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE EILEEN DENNEN
 EH1669'MEMORIAL HOSPITAL AT STUTTGART, THENCE 0.2 MILE EAST ALONG STATE
 EH1669'HIGHWAYS 11 AND 30, 76 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, A
 EH1669'CHISELED CROSS ON THE SOUTH SIDE OF A 24 INCH IRRIGATION WELL CASING,
 EH1669'0.1 FOOT BELOW THE TOP OF THE CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0943 ***********************************************************************
 EH0943  DESIGNATION -  WELL 4 N 1 E 22 ABB
 EH0943  PID         -  EH0943
 EH0943  STATE/COUNTY-  AR/ST FRANCIS
 EH0943  USGS QUAD   -  PALESTINE (1984)
 EH0943
 EH0943                         *CURRENT SURVEY CONTROL
 EH0943  ___________________________________________________________________
 EH0943* NAD 83(1986)-  34 57 01.     (N)    090 59 30.     (W)     SCALED    
 EH0943* NAVD 88     -        64.318  (meters)     211.02   (feet)  ADJUSTED  
 EH0943  ___________________________________________________________________
 EH0943  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0943  DYNAMIC HT  -          64.259 (meters)     210.82  (feet)  COMP
 EH0943  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 EH0943
 EH0943  VERT ORDER  -  FIRST     CLASS II
 EH0943
 EH0943.The horizontal coordinates were scaled from a topographic map and have
 EH0943.an estimated accuracy of +/- 6 seconds.
 EH0943
 EH0943.The orthometric height was determined by differential leveling
 EH0943.and adjusted by the National Geodetic Survey in June 1991..
 EH0943
 EH0943.The geoid height was determined by GEOID03.
 EH0943
 EH0943.The dynamic height is computed by dividing the NAVD 88
 EH0943.geopotential number by the normal gravity value computed on the
 EH0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0943.degrees latitude (g = 980.6199 gals.).
 EH0943
 EH0943.The modeled gravity was interpolated from observed gravity values.
 EH0943
 EH0943;                    North         East    Units  Estimated Accuracy
 EH0943;SPC AR N     -    68,920.      492,100.      MT  (+/- 180 meters Scaled)
 EH0943
 EH0943                          SUPERSEDED SURVEY CONTROL
 EH0943
 EH0943  NGVD 29 (??/??/??)   64.317  (m)          211.01   (f) ADJUSTED    1 2
 EH0943
 EH0943.Superseded values are not recommended for survey control.
 EH0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0943.See file dsdata.txt to determine how the superseded data were derived.
 EH0943
 EH0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU833693(NAD 83)
 EH0943_MARKER: Z = SEE DESCRIPTION
 EH0943_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0943_SP_SET: 5 FT.
 EH0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0943
 EH0943  HISTORY     - Date     Condition        Report By
 EH0943  HISTORY     - UNK      MONUMENTED       USGS
 EH0943  HISTORY     - 1955     GOOD             CGS
 EH0943  HISTORY     - 20020322 MARK NOT FOUND   USACE
 EH0943
 EH0943                          STATION DESCRIPTION
 EH0943
 EH0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0943'5.45 MI SW FROM PALESTINE.
 EH0943'ABOUT 5.25 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0943'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, THENCE
 EH0943'0.2 MILE NORTH ALONG A DIRT ROAD, ABOUT 100 YARDS SOUTHEAST AND ACROSS
 EH0943'THE ROAD FROM A FARM HOUSE, 41 FEET EAST OF THE CENTER LINE OF THE
 EH0943'ROAD, 58 FEET NORTHEAST OF THE MOST NORTHERLY OAK IN A ROW OF OAKS
 EH0943'ALONG A FENCE LINE, 5.8 FEET SOUTH-SOUTHWEST OF THE CENTER OF A DEEP
 EH0943'WELL, A 1/2 INCH METAL ROD DRIVEN 5 FEET IN THE GROUND AND PROJECTING
 EH0943'ABOUT 3 INCHES.
 EH0943
 EH0943                          STATION RECOVERY (2002)
 EH0943
 EH0943'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1168 ***********************************************************************
 EH1168  DESIGNATION -  WELL 4 N 1 E 25 CCB
 EH1168  PID         -  EH1168
 EH1168  STATE/COUNTY-  AR/ST FRANCIS
 EH1168  USGS QUAD   -  WHEATLEY (1971)
 EH1168
 EH1168                         *CURRENT SURVEY CONTROL
 EH1168  ___________________________________________________________________
 EH1168* NAD 83(1986)-  34 55 41.     (N)    091 03 48.     (W)     SCALED    
 EH1168* NAVD 88     -        64.434  (meters)     211.40   (feet)  ADJUSTED  
 EH1168  ___________________________________________________________________
 EH1168  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1168  DYNAMIC HT  -          64.375 (meters)     211.20  (feet)  COMP
 EH1168  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 EH1168
 EH1168  VERT ORDER  -  FIRST     CLASS II
 EH1168
 EH1168.The horizontal coordinates were scaled from a topographic map and have
 EH1168.an estimated accuracy of +/- 6 seconds.
 EH1168
 EH1168.The orthometric height was determined by differential leveling
 EH1168.and adjusted by the National Geodetic Survey in June 1991..
 EH1168
 EH1168.The geoid height was determined by GEOID03.
 EH1168
 EH1168.The dynamic height is computed by dividing the NAVD 88
 EH1168.geopotential number by the normal gravity value computed on the
 EH1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1168.degrees latitude (g = 980.6199 gals.).
 EH1168
 EH1168.The modeled gravity was interpolated from observed gravity values.
 EH1168
 EH1168;                    North         East    Units  Estimated Accuracy
 EH1168;SPC AR N     -    66,390.      485,580.      MT  (+/- 180 meters Scaled)
 EH1168
 EH1168                          SUPERSEDED SURVEY CONTROL
 EH1168
 EH1168  NGVD 29 (??/??/??)   64.436  (m)          211.40   (f) ADJUSTED    1 2
 EH1168
 EH1168.Superseded values are not recommended for survey control.
 EH1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1168.See file dsdata.txt to determine how the superseded data were derived.
 EH1168
 EH1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU768667(NAD 83)
 EH1168_MARKER: X = CHISELED CROSS
 EH1168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1168_SP_SET: MOTOR SUPPORT
 EH1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1168
 EH1168  HISTORY     - Date     Condition        Report By
 EH1168  HISTORY     - UNK      MONUMENTED       USGS
 EH1168  HISTORY     - 1955     GOOD             CGS
 EH1168
 EH1168                          STATION DESCRIPTION
 EH1168
 EH1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1168'3.2 MI NE FROM WHEATLEY.
 EH1168'ABOUT 3.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1168'RAILROAD FROM THE STATION AT WHEATLEY, THENCE 0.2 MILE NORTH ALONG A
 EH1168'DIRT ROAD, 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WHITE
 EH1168'FARM HOUSE, 62 FEET EAST OF THE CENTER LINE OF THE ROAD, A CHISELED
 EH1168'CROSS CUT ON THE WEST EDGE OF THE CAST IRON SUPPORT OF MOTOR OF DEEP
 EH1168'WELL PUMP AND ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1174 ***********************************************************************
 EH1174  DESIGNATION -  WELL 4 N 1 E 30 ADD
 EH1174  PID         -  EH1174
 EH1174  STATE/COUNTY-  AR/ST FRANCIS
 EH1174  USGS QUAD   -  WHEATLEY (1971)
 EH1174
 EH1174                         *CURRENT SURVEY CONTROL
 EH1174  ___________________________________________________________________
 EH1174* NAD 83(1986)-  34 56 03.     (N)    091 02 00.     (W)     SCALED    
 EH1174* NAVD 88     -        63.953  (meters)     209.82   (feet)  ADJUSTED  
 EH1174  ___________________________________________________________________
 EH1174  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1174  DYNAMIC HT  -          63.895 (meters)     209.63  (feet)  COMP
 EH1174  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 EH1174
 EH1174  VERT ORDER  -  FIRST     CLASS II
 EH1174
 EH1174.The horizontal coordinates were scaled from a topographic map and have
 EH1174.an estimated accuracy of +/- 6 seconds.
 EH1174
 EH1174.The orthometric height was determined by differential leveling
 EH1174.and adjusted by the National Geodetic Survey in June 1991..
 EH1174
 EH1174.The geoid height was determined by GEOID03.
 EH1174
 EH1174.The dynamic height is computed by dividing the NAVD 88
 EH1174.geopotential number by the normal gravity value computed on the
 EH1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1174.degrees latitude (g = 980.6199 gals.).
 EH1174
 EH1174.The modeled gravity was interpolated from observed gravity values.
 EH1174
 EH1174;                    North         East    Units  Estimated Accuracy
 EH1174;SPC AR N     -    67,090.      488,310.      MT  (+/- 180 meters Scaled)
 EH1174
 EH1174                          SUPERSEDED SURVEY CONTROL
 EH1174
 EH1174  NGVD 29 (??/??/??)   63.955  (m)          209.83   (f) ADJUSTED    1 2
 EH1174
 EH1174.Superseded values are not recommended for survey control.
 EH1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1174.See file dsdata.txt to determine how the superseded data were derived.
 EH1174
 EH1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU796675(NAD 83)
 EH1174_MARKER: X = CHISELED CROSS
 EH1174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1174
 EH1174  HISTORY     - Date     Condition        Report By
 EH1174  HISTORY     - UNK      MONUMENTED       USGS
 EH1174  HISTORY     - 1955     GOOD             CGS
 EH1174
 EH1174                          STATION DESCRIPTION
 EH1174
 EH1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1174'4.8 MI E FROM WHEATLEY.
 EH1174'ABOUT 4.8 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1174'RAILROAD FROM THE STATION AT WHEATLEY, 0.15 MILE WEST OF A NORTH-SOUTH
 EH1174'CROSS ROAD, 72 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 2.5
 EH1174'FEET WEST OF THE CENTER OF THE CASING OF A DEEP WELL, 6.1 FEET EAST OF
 EH1174'THE WEST END OF THE DISCHARGE PIPE OF THE WELL, ABOUT 2 FEET ABOVE THE
 EH1174'GROUND, A CROSS CUT IN THE TOP OF THE FLANGE AROUND THE DISCHARGE
 EH1174'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1264 ***********************************************************************
 EH1264  DESIGNATION -  WELL 4 N 1 W 20 AAD 1
 EH1264  PID         -  EH1264
 EH1264  STATE/COUNTY-  AR/ST FRANCIS
 EH1264  USGS QUAD   -  WHEATLEY (1971)
 EH1264
 EH1264                         *CURRENT SURVEY CONTROL
 EH1264  ___________________________________________________________________
 EH1264* NAD 83(1986)-  34 57 08.     (N)    091 06 59.     (W)     SCALED    
 EH1264* NAVD 88     -        65.10   (+/-2cm)     213.6    (feet)  VERTCON   
 EH1264  ___________________________________________________________________
 EH1264  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1264
 EH1264  VERT ORDER  -  ? (See Below)
 EH1264
 EH1264.The horizontal coordinates were scaled from a topographic map and have
 EH1264.an estimated accuracy of +/- 6 seconds.
 EH1264
 EH1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH1264.The vertical order pertains to the NGVD 29 superseded value.
 EH1264
 EH1264.The geoid height was determined by GEOID03.
 EH1264
 EH1264;                    North         East    Units  Estimated Accuracy
 EH1264;SPC AR N     -    69,020.      480,710.      MT  (+/- 180 meters Scaled)
 EH1264
 EH1264                          SUPERSEDED SURVEY CONTROL
 EH1264
 EH1264  NGVD 29 (??/??/??)   65.096  (m)          213.57   (f) ADJUSTED    ?  
 EH1264
 EH1264.Superseded values are not recommended for survey control.
 EH1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1264.See file dsdata.txt to determine how the superseded data were derived.
 EH1264
 EH1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU719693(NAD 83)
 EH1264_MARKER: B = BOLT
 EH1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1264_SP_SET: WELL
 EH1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1264
 EH1264  HISTORY     - Date     Condition        Report By
 EH1264  HISTORY     - UNK      MONUMENTED       CGS
 EH1264  HISTORY     - 1956     GOOD             CGS
 EH1264
 EH1264                          STATION DESCRIPTION
 EH1264
 EH1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1264'3.0 MI N FROM WHEATLEY.
 EH1264'ABOUT 3.0 MILES NORTH ALONG A GRAVEL ROAD LEADING TO HUNTER FROM THE
 EH1264'JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 78 AT WHEATLEY, ABOUT
 EH1264'0.25 MILE SOUTH OF POSSEY CHURCH AND CEMETERY AND A CROSSROAD, ON THE
 EH1264'WEST SIDE OF ROAD, AT AN IRRIGATION WELL, THE TOP OF A BOLT ON THE
 EH1264'EAST SIDE OF PUMP BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1267 ***********************************************************************
 EH1267  DESIGNATION -  WELL 4 N 1 W 28 BAA 1
 EH1267  PID         -  EH1267
 EH1267  STATE/COUNTY-  AR/ST FRANCIS
 EH1267  USGS QUAD   -  WHEATLEY (1971)
 EH1267
 EH1267                         *CURRENT SURVEY CONTROL
 EH1267  ___________________________________________________________________
 EH1267* NAD 83(1986)-  34 56 18.     (N)    091 06 29.     (W)     SCALED    
 EH1267* NAVD 88     -        63.392  (meters)     207.98   (feet)  ADJUSTED  
 EH1267  ___________________________________________________________________
 EH1267  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1267  DYNAMIC HT  -          63.334 (meters)     207.79  (feet)  COMP
 EH1267  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 EH1267
 EH1267  VERT ORDER  -  FIRST     CLASS II
 EH1267
 EH1267.The horizontal coordinates were scaled from a topographic map and have
 EH1267.an estimated accuracy of +/- 6 seconds.
 EH1267
 EH1267.The orthometric height was determined by differential leveling
 EH1267.and adjusted by the National Geodetic Survey in June 1991..
 EH1267
 EH1267.The geoid height was determined by GEOID03.
 EH1267
 EH1267.The dynamic height is computed by dividing the NAVD 88
 EH1267.geopotential number by the normal gravity value computed on the
 EH1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1267.degrees latitude (g = 980.6199 gals.).
 EH1267
 EH1267.The modeled gravity was interpolated from observed gravity values.
 EH1267
 EH1267;                    North         East    Units  Estimated Accuracy
 EH1267;SPC AR N     -    67,490.      481,480.      MT  (+/- 180 meters Scaled)
 EH1267
 EH1267                          SUPERSEDED SURVEY CONTROL
 EH1267
 EH1267  NGVD 29 (??/??/??)   63.385  (m)          207.96   (f) ADJUSTED    1 2
 EH1267
 EH1267.Superseded values are not recommended for survey control.
 EH1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1267.See file dsdata.txt to determine how the superseded data were derived.
 EH1267
 EH1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU727678(NAD 83)
 EH1267_MARKER: Z = SEE DESCRIPTION
 EH1267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1267
 EH1267  HISTORY     - Date     Condition        Report By
 EH1267  HISTORY     - UNK      MONUMENTED       CGS
 EH1267  HISTORY     - 1956     GOOD             CGS
 EH1267
 EH1267                          STATION DESCRIPTION
 EH1267
 EH1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1267'1.85 MI N FROM WHEATLEY.
 EH1267'ABOUT 1.85 MILES NORTH ALONG A GRAVEL ROAD LEADING TO HUNTER FROM THE
 EH1267'JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 78 SOUTH AT WHEATLEY,
 EH1267'ABOUT 350 FEET EAST OF BENCH MARK Q 177, AT AN IRRIGATION WELL ON EAST
 EH1267'SIDE OF ROAD, THE TOP OF THE END OF DISCHARGE PIPE OF WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1165 ***********************************************************************
 EH1165  DESIGNATION -  WELL 4 N 1 W 34 DBA
 EH1165  PID         -  EH1165
 EH1165  STATE/COUNTY-  AR/ST FRANCIS
 EH1165  USGS QUAD   -  WHEATLEY (1971)
 EH1165
 EH1165                         *CURRENT SURVEY CONTROL
 EH1165  ___________________________________________________________________
 EH1165* NAD 83(1986)-  34 55 06.     (N)    091 05 14.     (W)     SCALED    
 EH1165* NAVD 88     -        63.807  (meters)     209.34   (feet)  ADJUSTED  
 EH1165  ___________________________________________________________________
 EH1165  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1165  DYNAMIC HT  -          63.749 (meters)     209.15  (feet)  COMP
 EH1165  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 EH1165
 EH1165  VERT ORDER  -  FIRST     CLASS II
 EH1165
 EH1165.The horizontal coordinates were scaled from a topographic map and have
 EH1165.an estimated accuracy of +/- 6 seconds.
 EH1165
 EH1165.The orthometric height was determined by differential leveling
 EH1165.and adjusted by the National Geodetic Survey in June 1991..
 EH1165
 EH1165.The geoid height was determined by GEOID03.
 EH1165
 EH1165.The dynamic height is computed by dividing the NAVD 88
 EH1165.geopotential number by the normal gravity value computed on the
 EH1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1165.degrees latitude (g = 980.6199 gals.).
 EH1165
 EH1165.The modeled gravity was interpolated from observed gravity values.
 EH1165
 EH1165;                    North         East    Units  Estimated Accuracy
 EH1165;SPC AR N     -    65,290.      483,410.      MT  (+/- 180 meters Scaled)
 EH1165
 EH1165                          SUPERSEDED SURVEY CONTROL
 EH1165
 EH1165  NGVD 29 (??/??/??)   63.799  (m)          209.31   (f) ADJUSTED    1 2
 EH1165
 EH1165.Superseded values are not recommended for survey control.
 EH1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1165.See file dsdata.txt to determine how the superseded data were derived.
 EH1165
 EH1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU747656(NAD 83)
 EH1165_MARKER: X = CHISELED CROSS
 EH1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1165_SP_SET: CONCRETE BLOCK
 EH1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1165
 EH1165  HISTORY     - Date     Condition        Report By
 EH1165  HISTORY     - UNK      MONUMENTED       USGS
 EH1165  HISTORY     - 1970     GOOD             USGS
 EH1165
 EH1165                          STATION DESCRIPTION
 EH1165
 EH1165'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 EH1165'1.5 MI NE FROM WHEATLEY.
 EH1165'ABOUT 1.5 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1165'RAILROAD FROM THE STATION AT WHEATLEY, ABOUT 286 FEET EAST OF THE
 EH1165'CENTERLINE OF A DRIVE NORTH TO A FARM HOUSE, 46 1/2 FEET SOUTH OF THE
 EH1165'CENTER LINE OF A US HIGHWAY 70, A CHISLED CROSS ON THE HIGHEST POINT
 EH1165'ON THE EAST SIDE OF A DEEP WELL CASING AND ABOUT 2 INCHES UNDER THE
 EH1165'TOP OF THE CONCRETE BLOCK CAST AROUND THE WELL.  NOTE-- ORIGINALLY
 EH1165'DISIGNATED WELL 4N-1 E-34 DBA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0964 ***********************************************************************
 EH0964  DESIGNATION -  WELL 4 N 2 E 1 CCB
 EH0964  PID         -  EH0964
 EH0964  STATE/COUNTY-  AR/ST FRANCIS
 EH0964  USGS QUAD   -  HAYNES (1992)
 EH0964
 EH0964                         *CURRENT SURVEY CONTROL
 EH0964  ___________________________________________________________________
 EH0964* NAD 83(1986)-  34 58 59.     (N)    090 51 07.     (W)     SCALED    
 EH0964* NAVD 88     -        66.069  (meters)     216.76   (feet)  ADJUSTED  
 EH0964  ___________________________________________________________________
 EH0964  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0964  DYNAMIC HT  -          66.009 (meters)     216.56  (feet)  COMP
 EH0964  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 EH0964
 EH0964  VERT ORDER  -  FIRST     CLASS II
 EH0964
 EH0964.The horizontal coordinates were scaled from a topographic map and have
 EH0964.an estimated accuracy of +/- 6 seconds.
 EH0964
 EH0964.The orthometric height was determined by differential leveling
 EH0964.and adjusted by the National Geodetic Survey in June 1991..
 EH0964
 EH0964.The geoid height was determined by GEOID03.
 EH0964
 EH0964.The dynamic height is computed by dividing the NAVD 88
 EH0964.geopotential number by the normal gravity value computed on the
 EH0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0964.degrees latitude (g = 980.6199 gals.).
 EH0964
 EH0964.The modeled gravity was interpolated from observed gravity values.
 EH0964
 EH0964;                    North         East    Units  Estimated Accuracy
 EH0964;SPC AR N     -    72,690.      504,820.      MT  (+/- 180 meters Scaled)
 EH0964
 EH0964                          SUPERSEDED SURVEY CONTROL
 EH0964
 EH0964  NGVD 29 (??/??/??)   66.055  (m)          216.72   (f) ADJUSTED    1 2
 EH0964
 EH0964.Superseded values are not recommended for survey control.
 EH0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0964.See file dsdata.txt to determine how the superseded data were derived.
 EH0964
 EH0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU960732(NAD 83)
 EH0964_MARKER: Z = SEE DESCRIPTION
 EH0964_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0964_SP_SET: UNSPECIFIED DEPTH
 EH0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0964
 EH0964  HISTORY     - Date     Condition        Report By
 EH0964  HISTORY     - UNK      MONUMENTED       USGS
 EH0964  HISTORY     - 1955     GOOD             CGS
 EH0964
 EH0964                          STATION DESCRIPTION
 EH0964
 EH0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0964'3.4 MI NE FROM PALESTINE.
 EH0964'ABOUT 3.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0964'RAILROAD FROM THE STATION AT PALESTINE, THENCE 0.3 MILE SOUTH ALONG A
 EH0964'GRAVEL ROAD, 334 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 70,
 EH0964'ABOUT 100 YARDS EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 4 1/2
 EH0964'FEET SOUTH OF AN IRRIGATION WELL, 1/2 FOOT NORTHEAST OF CORNER POST OF
 EH0964'FENCE AT NORTHEAST CORNER OF BARN LOT AND IS THE TOP OF A 1/2-INCH ROD
 EH0964'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0952 ***********************************************************************
 EH0952  DESIGNATION -  WELL 4 N 2 E 7 DDD
 EH0952  PID         -  EH0952
 EH0952  STATE/COUNTY-  AR/ST FRANCIS
 EH0952  USGS QUAD   -  PALESTINE (1984)
 EH0952
 EH0952                         *CURRENT SURVEY CONTROL
 EH0952  ___________________________________________________________________
 EH0952* NAD 83(1986)-  34 58 00.     (N)    090 55 29.     (W)     SCALED    
 EH0952* NAVD 88     -        64.443  (meters)     211.43   (feet)  ADJUSTED  
 EH0952  ___________________________________________________________________
 EH0952  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0952  DYNAMIC HT  -          64.384 (meters)     211.23  (feet)  COMP
 EH0952  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 EH0952
 EH0952  VERT ORDER  -  FIRST     CLASS II
 EH0952
 EH0952.The horizontal coordinates were scaled from a topographic map and have
 EH0952.an estimated accuracy of +/- 6 seconds.
 EH0952
 EH0952.The orthometric height was determined by differential leveling
 EH0952.and adjusted by the National Geodetic Survey in June 1991..
 EH0952
 EH0952.The geoid height was determined by GEOID03.
 EH0952
 EH0952.The dynamic height is computed by dividing the NAVD 88
 EH0952.geopotential number by the normal gravity value computed on the
 EH0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0952.degrees latitude (g = 980.6199 gals.).
 EH0952
 EH0952.The modeled gravity was interpolated from observed gravity values.
 EH0952
 EH0952;                    North         East    Units  Estimated Accuracy
 EH0952;SPC AR N     -    70,800.      498,200.      MT  (+/- 180 meters Scaled)
 EH0952
 EH0952                          SUPERSEDED SURVEY CONTROL
 EH0952
 EH0952  NGVD 29 (??/??/??)   64.438  (m)          211.41   (f) ADJUSTED    1 2
 EH0952
 EH0952.Superseded values are not recommended for survey control.
 EH0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0952.See file dsdata.txt to determine how the superseded data were derived.
 EH0952
 EH0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU894713(NAD 83)
 EH0952_MARKER: Z = SEE DESCRIPTION
 EH0952_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0952_SP_SET: 5 FT.
 EH0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0952
 EH0952  HISTORY     - Date     Condition        Report By
 EH0952  HISTORY     - UNK      MONUMENTED       USGS
 EH0952  HISTORY     - 1955     GOOD             CGS
 EH0952
 EH0952                          STATION DESCRIPTION
 EH0952
 EH0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0952'1.4 MI SW FROM PALESTINE.
 EH0952'ABOUT 1.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0952'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0952'335 FEET SOUTH ALONG A DIRT ROAD FROM THE CENTER LINE OF U.S. HIGHWAY
 EH0952'70, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 40 FEET SOUTH OF THE
 EH0952'SOUTHEAST CORNER OF A GARDEN, 30 FEET NORTHEAST OF A WELL, 1 FOOT
 EH0952'SOUTHWEST OF A GATE POST, A 1/2 INCH METAL ROD DRIVEN 5 FEET IN THE
 EH0952'GROUND AND PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1929 ***********************************************************************
 EH1929  DESIGNATION -  WELL 4 N 5 W 8 DCC 1
 EH1929  PID         -  EH1929
 EH1929  STATE/COUNTY-  AR/PRAIRIE
 EH1929  USGS QUAD   -  DES ARC WEST (1994)
 EH1929
 EH1929                         *CURRENT SURVEY CONTROL
 EH1929  ___________________________________________________________________
 EH1929* NAD 83(1986)-  34 58 42.     (N)    091 33 11.     (W)     SCALED    
 EH1929* NAVD 88     -        64.964  (meters)     213.14   (feet)  ADJUSTED  
 EH1929  ___________________________________________________________________
 EH1929  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EH1929  DYNAMIC HT  -          64.904 (meters)     212.94  (feet)  COMP
 EH1929  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 EH1929
 EH1929  VERT ORDER  -  FIRST     CLASS II
 EH1929
 EH1929.The horizontal coordinates were scaled from a topographic map and have
 EH1929.an estimated accuracy of +/- 6 seconds.
 EH1929
 EH1929.The orthometric height was determined by differential leveling
 EH1929.and adjusted by the National Geodetic Survey in June 1991..
 EH1929
 EH1929.The geoid height was determined by GEOID03.
 EH1929
 EH1929.The dynamic height is computed by dividing the NAVD 88
 EH1929.geopotential number by the normal gravity value computed on the
 EH1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1929.degrees latitude (g = 980.6199 gals.).
 EH1929
 EH1929.The modeled gravity was interpolated from observed gravity values.
 EH1929
 EH1929;                    North         East    Units  Estimated Accuracy
 EH1929;SPC AR S     -   656,500.      440,810.      MT  (+/- 180 meters Scaled)
 EH1929
 EH1929                          SUPERSEDED SURVEY CONTROL
 EH1929
 EH1929  NGVD 29 (??/??/??)   64.962  (m)          213.13   (f) ADJUSTED    1 2
 EH1929
 EH1929.Superseded values are not recommended for survey control.
 EH1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1929.See file dsdata.txt to determine how the superseded data were derived.
 EH1929
 EH1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU320715(NAD 83)
 EH1929_MARKER: Z = SEE DESCRIPTION
 EH1929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1929_SP_SET: WELL CASING
 EH1929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1929
 EH1929  HISTORY     - Date     Condition        Report By
 EH1929  HISTORY     - UNK      MONUMENTED       USGS
 EH1929  HISTORY     - 1954     GOOD             CGS
 EH1929
 EH1929                          STATION DESCRIPTION
 EH1929
 EH1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1929'3.3 MI W FROM DES ARC.
 EH1929'3.3 MILES WEST ALONG STATE HIGHWAYS 11 AND 38 FROM THE POST OFFICE AT
 EH1929'DES ARC, 82 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 39 FEET NORTH
 EH1929'OF A FENCE, ON THE WEST EDGE OF 16 INCH IRRIGATION WELL CASING, THE
 EH1929'HIGH POINT ON THE TOP OF THE NORTH EDGE OF A LIP WHICH IS BENT OUT AND
 EH1929'FORMS A VENT IN THE CASING, 9 FEET NORTH OF A SMALL WOODEN BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1399 ***********************************************************************
 EH1399  DESIGNATION -  WELL 4 S 4 W 2 ABB 1
 EH1399  PID         -  EH1399
 EH1399  STATE/COUNTY-  AR/ARKANSAS
 EH1399  USGS QUAD   -  ALMYRA (1968)
 EH1399
 EH1399                         *CURRENT SURVEY CONTROL
 EH1399  ___________________________________________________________________
 EH1399* NAD 83(1986)-  34 23 12.     (N)    091 24 23.     (W)     SCALED    
 EH1399* NAVD 88     -        61.850  (meters)     202.92   (feet)  ADJUSTED  
 EH1399  ___________________________________________________________________
 EH1399  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH1399  DYNAMIC HT  -          61.791 (meters)     202.73  (feet)  COMP
 EH1399  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 EH1399
 EH1399  VERT ORDER  -  FIRST     CLASS II
 EH1399
 EH1399.The horizontal coordinates were scaled from a topographic map and have
 EH1399.an estimated accuracy of +/- 6 seconds.
 EH1399
 EH1399.The orthometric height was determined by differential leveling
 EH1399.and adjusted by the National Geodetic Survey in August 1993..
 EH1399
 EH1399.The geoid height was determined by GEOID03.
 EH1399
 EH1399.The dynamic height is computed by dividing the NAVD 88
 EH1399.geopotential number by the normal gravity value computed on the
 EH1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1399.degrees latitude (g = 980.6199 gals.).
 EH1399
 EH1399.The modeled gravity was interpolated from observed gravity values.
 EH1399
 EH1399;                    North         East    Units  Estimated Accuracy
 EH1399;SPC AR S     -   590,930.      454,590.      MT  (+/- 180 meters Scaled)
 EH1399
 EH1399                          SUPERSEDED SURVEY CONTROL
 EH1399
 EH1399  NAVD 88 (06/15/91)   61.906  (m)          203.10   (f) UNKNOWN     1 2
 EH1399  NGVD 29 (??/??/??)   61.913  (m)          203.13   (f) ADJUSTED    1 2
 EH1399
 EH1399.Superseded values are not recommended for survey control.
 EH1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1399.See file dsdata.txt to determine how the superseded data were derived.
 EH1399
 EH1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU465061(NAD 83)
 EH1399_MARKER: B = BOLT
 EH1399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1399_SP_SET: FOUNDATION
 EH1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1399
 EH1399  HISTORY     - Date     Condition        Report By
 EH1399  HISTORY     - UNK      MONUMENTED       USGS
 EH1399  HISTORY     - 1955     GOOD             CGS
 EH1399
 EH1399                          STATION DESCRIPTION
 EH1399
 EH1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1399'1.5 MI S FROM ALMYRA.
 EH1399'1.5 MILES SOUTH ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT ALMYRA,
 EH1399'0.1 MILE EAST OF THE ST. LOUIS AND SOUTHWESTERN RAILROAD, 85 FEET
 EH1399'SOUTH OF THE CENTER LINE OF THE HIGHWAY, THE TOP OF A 1 INCH BOLT IN
 EH1399'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF AN
 EH1399'IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1647 ***********************************************************************
 EH1647  DESIGNATION -  WELL 4 S 5 W 3 BCA 2
 EH1647  PID         -  EH1647
 EH1647  STATE/COUNTY-  AR/ARKANSAS
 EH1647  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1647
 EH1647                         *CURRENT SURVEY CONTROL
 EH1647  ___________________________________________________________________
 EH1647* NAD 83(1986)-  34 23 08.     (N)    091 32 14.     (W)     SCALED    
 EH1647* NAVD 88     -        61.539  (meters)     201.90   (feet)  ADJUSTED  
 EH1647  ___________________________________________________________________
 EH1647  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EH1647  DYNAMIC HT  -          61.480 (meters)     201.71  (feet)  COMP
 EH1647  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 EH1647
 EH1647  VERT ORDER  -  FIRST     CLASS II
 EH1647
 EH1647.The horizontal coordinates were scaled from a topographic map and have
 EH1647.an estimated accuracy of +/- 6 seconds.
 EH1647
 EH1647.The orthometric height was determined by differential leveling
 EH1647.and adjusted by the National Geodetic Survey in August 1993..
 EH1647
 EH1647.The geoid height was determined by GEOID03.
 EH1647
 EH1647.The dynamic height is computed by dividing the NAVD 88
 EH1647.geopotential number by the normal gravity value computed on the
 EH1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1647.degrees latitude (g = 980.6199 gals.).
 EH1647
 EH1647.The modeled gravity was interpolated from observed gravity values.
 EH1647
 EH1647;                    North         East    Units  Estimated Accuracy
 EH1647;SPC AR S     -   590,740.      442,560.      MT  (+/- 180 meters Scaled)
 EH1647
 EH1647                          SUPERSEDED SURVEY CONTROL
 EH1647
 EH1647  NAVD 88 (06/15/91)   61.582  (m)          202.04   (f) UNKNOWN     1 2
 EH1647  NGVD 29 (??/??/??)   61.594  (m)          202.08   (f) ADJUSTED    1 2
 EH1647
 EH1647.Superseded values are not recommended for survey control.
 EH1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1647.See file dsdata.txt to determine how the superseded data were derived.
 EH1647
 EH1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU344058(NAD 83)
 EH1647_MARKER: X = CHISELED CROSS
 EH1647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1647_SP_SET: WELL CASING
 EH1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1647
 EH1647  HISTORY     - Date     Condition        Report By
 EH1647  HISTORY     - UNK      MONUMENTED       USGS
 EH1647  HISTORY     - 1954     GOOD             CGS
 EH1647
 EH1647                          STATION DESCRIPTION
 EH1647
 EH1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1647'6.4 MI N FROM LODGES CORNER.
 EH1647'6.4 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGES
 EH1647'CORNER, 125 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD HOUSE, 34
 EH1647'FEET NORTHWEST OF A POWER POLE, 67 FEET NORTHEAST OF THE CENTER LINE
 EH1647'OF THE HIGHWAY, 0.2 FOOT BELOW THE TOP OF THE GROUND, A CHISELED CROSS
 EH1647'ON THE TOP OF THE WEST EDGE OF A 24 INCH IRRIGATION WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1648 ***********************************************************************
 EH1648  DESIGNATION -  WELL 4 S 5 W 3 BCA 1
 EH1648  PID         -  EH1648
 EH1648  STATE/COUNTY-  AR/ARKANSAS
 EH1648  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1648
 EH1648                         *CURRENT SURVEY CONTROL
 EH1648  ___________________________________________________________________
 EH1648* NAD 83(1986)-  34 23 08.     (N)    091 32 19.     (W)     SCALED    
 EH1648* NAVD 88     -        61.440  (meters)     201.57   (feet)  ADJUSTED  
 EH1648  ___________________________________________________________________
 EH1648  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EH1648  DYNAMIC HT  -          61.381 (meters)     201.38  (feet)  COMP
 EH1648  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 EH1648
 EH1648  VERT ORDER  -  FIRST     CLASS II
 EH1648
 EH1648.The horizontal coordinates were scaled from a topographic map and have
 EH1648.an estimated accuracy of +/- 6 seconds.
 EH1648
 EH1648.The orthometric height was determined by differential leveling
 EH1648.and adjusted by the National Geodetic Survey in August 1993..
 EH1648
 EH1648.The geoid height was determined by GEOID03.
 EH1648
 EH1648.The dynamic height is computed by dividing the NAVD 88
 EH1648.geopotential number by the normal gravity value computed on the
 EH1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1648.degrees latitude (g = 980.6199 gals.).
 EH1648
 EH1648.The modeled gravity was interpolated from observed gravity values.
 EH1648
 EH1648;                    North         East    Units  Estimated Accuracy
 EH1648;SPC AR S     -   590,740.      442,430.      MT  (+/- 180 meters Scaled)
 EH1648
 EH1648                          SUPERSEDED SURVEY CONTROL
 EH1648
 EH1648  NAVD 88 (06/15/91)   61.483  (m)          201.72   (f) UNKNOWN     1 2
 EH1648  NGVD 29 (??/??/??)   61.494  (m)          201.75   (f) ADJUSTED    1 2
 EH1648
 EH1648.Superseded values are not recommended for survey control.
 EH1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1648.See file dsdata.txt to determine how the superseded data were derived.
 EH1648
 EH1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU343058(NAD 83)
 EH1648_MARKER: X = CHISELED CROSS
 EH1648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1648_SP_SET: WELL CASING
 EH1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1648
 EH1648  HISTORY     - Date     Condition        Report By
 EH1648  HISTORY     - UNK      MONUMENTED       USGS
 EH1648  HISTORY     - 1954     GOOD             CGS
 EH1648
 EH1648                          STATION DESCRIPTION
 EH1648
 EH1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1648'6.4 MI N FROM LODGES CORNER.
 EH1648'6.4 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGES
 EH1648'CORNER, 180 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET
 EH1648'WEST OF THE CENTER LINE OF THE OLD HIGHWAY, IN A SMALL SHEET METAL
 EH1648'PUMP BUILDING, A CHISELED CROSS ON THE EAST SIDE OF AN 18 INCH
 EH1648'IRRIGATION WELL CASING, 0.1 FOOT BELOW THE TOP OF THE CASING, 250 FEET
 EH1648'WEST OF WELL 4 S-5 W-3 B C A 2 (U.S. G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1638 ***********************************************************************
 EH1638  DESIGNATION -  WELL 4 S 5 W 34 ABB 1
 EH1638  PID         -  EH1638
 EH1638  STATE/COUNTY-  AR/ARKANSAS
 EH1638  USGS QUAD   -  LODGE CORNER (1968)
 EH1638
 EH1638                         *CURRENT SURVEY CONTROL
 EH1638  ___________________________________________________________________
 EH1638* NAD 83(1986)-  34 18 49.     (N)    091 32 08.     (W)     SCALED    
 EH1638* NAVD 88     -        59.465  (meters)     195.09   (feet)  ADJUSTED  
 EH1638  ___________________________________________________________________
 EH1638  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EH1638  DYNAMIC HT  -          59.408 (meters)     194.91  (feet)  COMP
 EH1638  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 EH1638
 EH1638  VERT ORDER  -  FIRST     CLASS II
 EH1638
 EH1638.The horizontal coordinates were scaled from a topographic map and have
 EH1638.an estimated accuracy of +/- 6 seconds.
 EH1638
 EH1638.The orthometric height was determined by differential leveling
 EH1638.and adjusted by the National Geodetic Survey in August 1993..
 EH1638
 EH1638.The geoid height was determined by GEOID03.
 EH1638
 EH1638.The dynamic height is computed by dividing the NAVD 88
 EH1638.geopotential number by the normal gravity value computed on the
 EH1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1638.degrees latitude (g = 980.6199 gals.).
 EH1638
 EH1638.The modeled gravity was interpolated from observed gravity values.
 EH1638
 EH1638;                    North         East    Units  Estimated Accuracy
 EH1638;SPC AR S     -   582,760.      442,750.      MT  (+/- 180 meters Scaled)
 EH1638
 EH1638                          SUPERSEDED SURVEY CONTROL
 EH1638
 EH1638  NAVD 88 (06/15/91)   59.514  (m)          195.26   (f) UNKNOWN     1 2
 EH1638  NGVD 29 (??/??/??)   59.530  (m)          195.31   (f) ADJUSTED    1 2
 EH1638
 EH1638.Superseded values are not recommended for survey control.
 EH1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1638.See file dsdata.txt to determine how the superseded data were derived.
 EH1638
 EH1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT347979(NAD 83)
 EH1638_MARKER: X = CHISELED CROSS
 EH1638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1638_SP_SET: WELL CASING
 EH1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1638
 EH1638  HISTORY     - Date     Condition        Report By
 EH1638  HISTORY     - UNK      MONUMENTED       USGS
 EH1638  HISTORY     - 1954     GOOD             CGS
 EH1638
 EH1638                          STATION DESCRIPTION
 EH1638
 EH1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1638'1.3 MI NW FROM LODGES CORNER.
 EH1638'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 EH1638'LODGES CORNER, 57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET
 EH1638'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, A CHISELED CROSS ON
 EH1638'THE EAST SIDE OF A 24 INCH IRRIGATION WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1634 ***********************************************************************
 EH1634  DESIGNATION -  WELL 4 S 5 W 34 DDA
 EH1634  PID         -  EH1634
 EH1634  STATE/COUNTY-  AR/ARKANSAS
 EH1634  USGS QUAD   -  LODGE CORNER (1968)
 EH1634
 EH1634                         *CURRENT SURVEY CONTROL
 EH1634  ___________________________________________________________________
 EH1634* NAD 83(1986)-  34 18 14.     (N)    091 31 39.     (W)     SCALED    
 EH1634* NAVD 88     -        58.486  (meters)     191.88   (feet)  ADJUSTED  
 EH1634  ___________________________________________________________________
 EH1634  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EH1634  DYNAMIC HT  -          58.429 (meters)     191.70  (feet)  COMP
 EH1634  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EH1634
 EH1634  VERT ORDER  -  FIRST     CLASS II
 EH1634
 EH1634.The horizontal coordinates were scaled from a topographic map and have
 EH1634.an estimated accuracy of +/- 6 seconds.
 EH1634
 EH1634.The orthometric height was determined by differential leveling
 EH1634.and adjusted by the National Geodetic Survey in August 1993..
 EH1634
 EH1634.The geoid height was determined by GEOID03.
 EH1634
 EH1634.The dynamic height is computed by dividing the NAVD 88
 EH1634.geopotential number by the normal gravity value computed on the
 EH1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1634.degrees latitude (g = 980.6199 gals.).
 EH1634
 EH1634.The modeled gravity was interpolated from observed gravity values.
 EH1634
 EH1634;                    North         East    Units  Estimated Accuracy
 EH1634;SPC AR S     -   581,690.      443,490.      MT  (+/- 180 meters Scaled)
 EH1634
 EH1634                          SUPERSEDED SURVEY CONTROL
 EH1634
 EH1634  NAVD 88 (06/15/91)   58.536  (m)          192.05   (f) UNKNOWN     1 2
 EH1634  NGVD 29 (??/??/??)   58.554  (m)          192.11   (f) ADJUSTED    1 2
 EH1634
 EH1634.Superseded values are not recommended for survey control.
 EH1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1634.See file dsdata.txt to determine how the superseded data were derived.
 EH1634
 EH1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT355968(NAD 83)
 EH1634_MARKER: X = CHISELED CROSS
 EH1634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1634_SP_SET: WELL CASING
 EH1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1634
 EH1634  HISTORY     - Date     Condition        Report By
 EH1634  HISTORY     - UNK      MONUMENTED       USGS
 EH1634  HISTORY     - 1954     GOOD             CGS
 EH1634
 EH1634                          STATION DESCRIPTION
 EH1634
 EH1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1634'0.2 MI N FROM LODGES CORNER.
 EH1634'0.2 MILE NORTH ALONG AN OILED ROAD FROM THE POST OFFICE AT LODGES
 EH1634'CORNER, 89 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 EH1634'29.3 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, FLUSH WITH THE
 EH1634'GROUND, ON THE TOP OF THE NORTHWEST EDGE OF THE CASING OF AN
 EH1634'IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1635 ***********************************************************************
 EH1635  DESIGNATION -  WELL 4 S 5 W 35 CBA 1
 EH1635  PID         -  EH1635
 EH1635  STATE/COUNTY-  AR/ARKANSAS
 EH1635  USGS QUAD   -  LODGE CORNER (1968)
 EH1635
 EH1635                         *CURRENT SURVEY CONTROL
 EH1635  ___________________________________________________________________
 EH1635* NAD 83(1986)-  34 18 21.     (N)    091 31 22.     (W)     SCALED    
 EH1635* NAVD 88     -        59.340  (meters)     194.68   (feet)  ADJUSTED  
 EH1635  ___________________________________________________________________
 EH1635  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EH1635  DYNAMIC HT  -          59.282 (meters)     194.49  (feet)  COMP
 EH1635  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 EH1635
 EH1635  VERT ORDER  -  FIRST     CLASS II
 EH1635
 EH1635.The horizontal coordinates were scaled from a topographic map and have
 EH1635.an estimated accuracy of +/- 6 seconds.
 EH1635
 EH1635.The orthometric height was determined by differential leveling
 EH1635.and adjusted by the National Geodetic Survey in August 1993..
 EH1635
 EH1635.The geoid height was determined by GEOID03.
 EH1635
 EH1635.The dynamic height is computed by dividing the NAVD 88
 EH1635.geopotential number by the normal gravity value computed on the
 EH1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1635.degrees latitude (g = 980.6199 gals.).
 EH1635
 EH1635.The modeled gravity was interpolated from observed gravity values.
 EH1635
 EH1635;                    North         East    Units  Estimated Accuracy
 EH1635;SPC AR S     -   581,910.      443,930.      MT  (+/- 180 meters Scaled)
 EH1635
 EH1635                          SUPERSEDED SURVEY CONTROL
 EH1635
 EH1635  NAVD 88 (06/15/91)   59.390  (m)          194.85   (f) UNKNOWN     1 2
 EH1635  NGVD 29 (??/??/??)   59.408  (m)          194.91   (f) ADJUSTED    1 2
 EH1635
 EH1635.Superseded values are not recommended for survey control.
 EH1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1635.See file dsdata.txt to determine how the superseded data were derived.
 EH1635
 EH1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT359970(NAD 83)
 EH1635_MARKER: X = CHISELED CROSS
 EH1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1635_SP_SET: WELL CASING
 EH1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1635
 EH1635  HISTORY     - Date     Condition        Report By
 EH1635  HISTORY     - UNK      MONUMENTED       USGS
 EH1635  HISTORY     - 1954     GOOD             CGS
 EH1635
 EH1635                          STATION DESCRIPTION
 EH1635
 EH1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1635'0.7 MI NE FROM LODGES CORNER.
 EH1635'0.5 MILE NORTH ALONG AN OILED ROAD FROM THE POST OFFICE AT LODGES
 EH1635'CORNER, THENCE 0.2 MILE EAST ALONG A PRIVATE ROAD, 202 FEET EAST OF
 EH1635'THE SOUTHEAST CORNER OF A HOUSE, A CHISELED CROSS ON THE WEST SIDE OF
 EH1635'AN IRRIGATION WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1290 ***********************************************************************
 FF1290  DESIGNATION -  WELL 5 N 1 W 20 ACD
 FF1290  PID         -  FF1290
 FF1290  STATE/COUNTY-  AR/WOODRUFF
 FF1290  USGS QUAD   -  HUNTER EAST (1993)
 FF1290
 FF1290                         *CURRENT SURVEY CONTROL
 FF1290  ___________________________________________________________________
 FF1290* NAD 83(1986)-  35 02 16.     (N)    091 07 16.     (W)     SCALED    
 FF1290* NAVD 88     -        64.587  (meters)     211.90   (feet)  ADJUSTED  
 FF1290  ___________________________________________________________________
 FF1290  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FF1290  DYNAMIC HT  -          64.528 (meters)     211.71  (feet)  COMP
 FF1290  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FF1290
 FF1290  VERT ORDER  -  FIRST     CLASS II
 FF1290
 FF1290.The horizontal coordinates were scaled from a topographic map and have
 FF1290.an estimated accuracy of +/- 6 seconds.
 FF1290
 FF1290.The orthometric height was determined by differential leveling
 FF1290.and adjusted by the National Geodetic Survey in June 1991..
 FF1290
 FF1290.The geoid height was determined by GEOID03.
 FF1290
 FF1290.The dynamic height is computed by dividing the NAVD 88
 FF1290.geopotential number by the normal gravity value computed on the
 FF1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1290.degrees latitude (g = 980.6199 gals.).
 FF1290
 FF1290.The modeled gravity was interpolated from observed gravity values.
 FF1290
 FF1290;                    North         East    Units  Estimated Accuracy
 FF1290;SPC AR N     -    78,510.      480,190.      MT  (+/- 180 meters Scaled)
 FF1290
 FF1290                          SUPERSEDED SURVEY CONTROL
 FF1290
 FF1290  NGVD 29 (??/??/??)   64.572  (m)          211.85   (f) ADJUSTED    1 2
 FF1290
 FF1290.Superseded values are not recommended for survey control.
 FF1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1290.See file dsdata.txt to determine how the superseded data were derived.
 FF1290
 FF1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU713788(NAD 83)
 FF1290_MARKER: X = CHISELED CROSS
 FF1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1290_SP_SET: WELL
 FF1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1290
 FF1290  HISTORY     - Date     Condition        Report By
 FF1290  HISTORY     - UNK      MONUMENTED       CGS
 FF1290  HISTORY     - 1956     GOOD             CGS
 FF1290
 FF1290                          STATION DESCRIPTION
 FF1290
 FF1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1290'1.4 MI S FROM HUNTER.
 FF1290'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT HUNTER,
 FF1290'THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT
 FF1290'0.3 MILE WEST ALONG A PRIVATE FARM ROAD, ON THE SOUTH SIDE OF
 FF1290'FARM ROAD, AT AN IRRIGATION WELL ON PROPERTY OF S.T. WALTERS, A
 FF1290'DIM CHISELED CROSS ON THE TOP OF WEST SIDE OF CASING OF WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1284 ***********************************************************************
 FF1284  DESIGNATION -  WELL 5 N 1 W 4 CDC
 FF1284  PID         -  FF1284
 FF1284  STATE/COUNTY-  AR/WOODRUFF
 FF1284  USGS QUAD   -  HUNTER EAST (1993)
 FF1284
 FF1284                         *CURRENT SURVEY CONTROL
 FF1284  ___________________________________________________________________
 FF1284* NAD 83(1986)-  35 04 29.     (N)    091 06 39.     (W)     SCALED    
 FF1284* NAVD 88     -        64.729  (meters)     212.37   (feet)  ADJUSTED  
 FF1284  ___________________________________________________________________
 FF1284  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FF1284  DYNAMIC HT  -          64.670 (meters)     212.17  (feet)  COMP
 FF1284  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 FF1284
 FF1284  VERT ORDER  -  FIRST     CLASS II
 FF1284
 FF1284.The horizontal coordinates were scaled from a topographic map and have
 FF1284.an estimated accuracy of +/- 6 seconds.
 FF1284
 FF1284.The orthometric height was determined by differential leveling
 FF1284.and adjusted by the National Geodetic Survey in June 1991..
 FF1284
 FF1284.The geoid height was determined by GEOID03.
 FF1284
 FF1284.The dynamic height is computed by dividing the NAVD 88
 FF1284.geopotential number by the normal gravity value computed on the
 FF1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1284.degrees latitude (g = 980.6199 gals.).
 FF1284
 FF1284.The modeled gravity was interpolated from observed gravity values.
 FF1284
 FF1284;                    North         East    Units  Estimated Accuracy
 FF1284;SPC AR N     -    82,620.      481,090.      MT  (+/- 180 meters Scaled)
 FF1284
 FF1284                          SUPERSEDED SURVEY CONTROL
 FF1284
 FF1284  NGVD 29 (??/??/??)   64.710  (m)          212.30   (f) ADJUSTED    1 2
 FF1284
 FF1284.Superseded values are not recommended for survey control.
 FF1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1284.See file dsdata.txt to determine how the superseded data were derived.
 FF1284
 FF1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU722829(NAD 83)
 FF1284_MARKER: X = CHISELED CROSS
 FF1284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1284_SP_SET: WELL
 FF1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1284
 FF1284  HISTORY     - Date     Condition        Report By
 FF1284  HISTORY     - UNK      MONUMENTED       CGS
 FF1284  HISTORY     - 1956     GOOD             CGS
 FF1284
 FF1284                          STATION DESCRIPTION
 FF1284
 FF1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1284'1.8 MI NE FROM HUNTER.
 FF1284'1.7 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1284'FROM THE STATION AT HUNGER, THENCE ABOUT 0.15 MILE EAST ALONG
 FF1284'A DIRT ROAD, 67 FEET NORTH OF CENTER LINE OF ROAD, AT AN
 FF1284'IRRIGATION WELL, A CHISELED CROSS ON THE TOP OF FLANGE OF
 FF1284'DISCHARGE OUTLET OF PUMP HOUSING AND 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0628 ***********************************************************************
 FF0628  DESIGNATION -  WELL 5 N 4 E 1 DBC 1
 FF0628  PID         -  FF0628
 FF0628  STATE/COUNTY-  AR/ST FRANCIS
 FF0628  USGS QUAD   -  MADISON (1993)
 FF0628
 FF0628                         *CURRENT SURVEY CONTROL
 FF0628  ___________________________________________________________________
 FF0628* NAD 83(1986)-  35 04 12.     (N)    090 37 32.     (W)     SCALED    
 FF0628* NAVD 88     -        62.254  (meters)     204.25   (feet)  ADJUSTED  
 FF0628  ___________________________________________________________________
 FF0628  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FF0628  DYNAMIC HT  -          62.198 (meters)     204.06  (feet)  COMP
 FF0628  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 FF0628
 FF0628  VERT ORDER  -  FIRST     CLASS II
 FF0628
 FF0628.The horizontal coordinates were scaled from a topographic map and have
 FF0628.an estimated accuracy of +/- 6 seconds.
 FF0628
 FF0628.The orthometric height was determined by differential leveling
 FF0628.and adjusted by the National Geodetic Survey in June 1991..
 FF0628
 FF0628.The geoid height was determined by GEOID03.
 FF0628
 FF0628.The dynamic height is computed by dividing the NAVD 88
 FF0628.geopotential number by the normal gravity value computed on the
 FF0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0628.degrees latitude (g = 980.6199 gals.).
 FF0628
 FF0628.The modeled gravity was interpolated from observed gravity values.
 FF0628
 FF0628;                    North         East    Units  Estimated Accuracy
 FF0628;SPC AR N     -    82,600.      525,360.      MT  (+/- 180 meters Scaled)
 FF0628
 FF0628                          SUPERSEDED SURVEY CONTROL
 FF0628
 FF0628  NGVD 29 (??/??/??)   62.236  (m)          204.19   (f) ADJUSTED    1 2
 FF0628
 FF0628.Superseded values are not recommended for survey control.
 FF0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0628.See file dsdata.txt to determine how the superseded data were derived.
 FF0628
 FF0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU165833(NAD 83)
 FF0628_MARKER: B = BOLT
 FF0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0628_SP_SET: PUMP BASE
 FF0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0628
 FF0628  HISTORY     - Date     Condition        Report By
 FF0628  HISTORY     - UNK      MONUMENTED       CGS
 FF0628  HISTORY     - 1956     GOOD             CGS
 FF0628
 FF0628                          STATION DESCRIPTION
 FF0628
 FF0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0628'1.2 MI NW FROM ROUND POND.
 FF0628'ABOUT 0.85 MILE NORTH ALONG A GRAVEL ROAD FROM THE OVERPASS OF
 FF0628'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD OVER ROAD AT ROUND
 FF0628'POND, THENCE ABOUT 0.4 MILE WEST ALONG A FIELD ROAD TO AN
 FF0628'IRRIGATION WELL.  THE TOP OF THE SOUTHEAST CORNER OF PUMP BASE
 FF0628'AND ON TOP OF ANCHOR BOLT HOLE (NO BOLT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0619 ***********************************************************************
 FF0619  DESIGNATION -  WELL 5 N 4 E 21 CBA 1
 FF0619  PID         -  FF0619
 FF0619  STATE/COUNTY-  AR/ST FRANCIS
 FF0619  USGS QUAD   -  MADISON (1993)
 FF0619
 FF0619                         *CURRENT SURVEY CONTROL
 FF0619  ___________________________________________________________________
 FF0619* NAD 83(1986)-  35 01 41.     (N)    090 41 15.     (W)     SCALED    
 FF0619* NAVD 88     -        63.410  (meters)     208.04   (feet)  ADJUSTED  
 FF0619  ___________________________________________________________________
 FF0619  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FF0619  DYNAMIC HT  -          63.353 (meters)     207.85  (feet)  COMP
 FF0619  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 FF0619
 FF0619  VERT ORDER  -  FIRST     CLASS II
 FF0619
 FF0619.The horizontal coordinates were scaled from a topographic map and have
 FF0619.an estimated accuracy of +/- 6 seconds.
 FF0619
 FF0619.The orthometric height was determined by differential leveling
 FF0619.and adjusted by the National Geodetic Survey in June 1991..
 FF0619
 FF0619.The geoid height was determined by GEOID03.
 FF0619
 FF0619.The dynamic height is computed by dividing the NAVD 88
 FF0619.geopotential number by the normal gravity value computed on the
 FF0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0619.degrees latitude (g = 980.6199 gals.).
 FF0619
 FF0619.The modeled gravity was interpolated from observed gravity values.
 FF0619
 FF0619;                    North         East    Units  Estimated Accuracy
 FF0619;SPC AR N     -    77,870.      519,770.      MT  (+/- 180 meters Scaled)
 FF0619
 FF0619                          SUPERSEDED SURVEY CONTROL
 FF0619
 FF0619  NGVD 29 (??/??/??)   63.394  (m)          207.99   (f) ADJUSTED    1 2
 FF0619
 FF0619.Superseded values are not recommended for survey control.
 FF0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0619.See file dsdata.txt to determine how the superseded data were derived.
 FF0619
 FF0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU109785(NAD 83)
 FF0619_MARKER: Z = SEE DESCRIPTION
 FF0619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0619
 FF0619  HISTORY     - Date     Condition        Report By
 FF0619  HISTORY     - UNK      MONUMENTED       CGS
 FF0619  HISTORY     - 1956     GOOD             CGS
 FF0619
 FF0619                          STATION DESCRIPTION
 FF0619
 FF0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0619'0.4 MI N FROM WIDENER.
 FF0619'ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING
 FF0619'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT WIDENER, AT
 FF0619'AN IRRIGATION WELL, ABOUT 17 YARDS EAST OF CENTER LINE OF HIGHWAY,
 FF0619'THE TOP OF THE END OF DISCHARGE PIPE EXTENDING NORTH FROM PUMP
 FF0619'OF WELL, 10 FEET NORTH OF WELL PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0646 ***********************************************************************
 FF0646  DESIGNATION -  WELL 5 N 5 E 2 DAC 1
 FF0646  PID         -  FF0646
 FF0646  STATE/COUNTY-  AR/ST FRANCIS
 FF0646  USGS QUAD   -  ROUND POND (1992)
 FF0646
 FF0646                         *CURRENT SURVEY CONTROL
 FF0646  ___________________________________________________________________
 FF0646* NAD 83(1986)-  35 04 19.     (N)    090 32 48.     (W)     SCALED    
 FF0646* NAVD 88     -        61.83   (+/-2cm)     202.9    (feet)  VERTCON   
 FF0646  ___________________________________________________________________
 FF0646  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FF0646
 FF0646  VERT ORDER  -  ? (See Below)
 FF0646
 FF0646.The horizontal coordinates were scaled from a topographic map and have
 FF0646.an estimated accuracy of +/- 6 seconds.
 FF0646
 FF0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0646.The vertical order pertains to the NGVD 29 superseded value.
 FF0646
 FF0646.The geoid height was determined by GEOID03.
 FF0646
 FF0646;                    North         East    Units  Estimated Accuracy
 FF0646;SPC AR N     -    82,920.      532,550.      MT  (+/- 180 meters Scaled)
 FF0646
 FF0646                          SUPERSEDED SURVEY CONTROL
 FF0646
 FF0646  NGVD 29 (??/??/??)   61.812  (m)          202.79   (f) ADJUSTED    ?  
 FF0646
 FF0646.Superseded values are not recommended for survey control.
 FF0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0646.See file dsdata.txt to determine how the superseded data were derived.
 FF0646
 FF0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU236837(NAD 83)
 FF0646_MARKER: B = BOLT
 FF0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0646_SP_SET: PUMP BASE
 FF0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0646
 FF0646  HISTORY     - Date     Condition        Report By
 FF0646  HISTORY     - UNK      MONUMENTED       CGS
 FF0646  HISTORY     - 1956     GOOD             CGS
 FF0646
 FF0646                          STATION DESCRIPTION
 FF0646
 FF0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0646'2.8 MI SW FROM HETH.
 FF0646'ABOUT 2.75 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0646'PACIFIC RAILROAD FROM CROSSING OF STATE HIGHWAY 149 AND THE FLAG
 FF0646'STATION AT HETH, IN A CULTIVATED FIELD, AT AN IRRIGATION WELL,
 FF0646'340 FEET SOUTH-SOUTHEAST OF CENTER LINE OF TRACK, 32 FEET
 FF0646'EAST OF CENTER LINE OF A DIRT ROAD SOUTH, AT ABOUT RIGHT ANGLE
 FF0646'ACROSS TRACK FROM TELEPHONE POLE NO. 1331, THE TOP OF THE BASE
 FF0646'PLATE OF PUMP AND ON TOP OF NORTHEAST ANCHOR BOLT HOLE (NO BOLT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0644 ***********************************************************************
 FF0644  DESIGNATION -  WELL 5 N 5 E 9 AAD 1
 FF0644  PID         -  FF0644
 FF0644  STATE/COUNTY-  AR/ST FRANCIS
 FF0644  USGS QUAD   -  ROUND POND (1992)
 FF0644
 FF0644                         *CURRENT SURVEY CONTROL
 FF0644  ___________________________________________________________________
 FF0644* NAD 83(1986)-  35 03 43.     (N)    090 34 15.     (W)     SCALED    
 FF0644* NAVD 88     -        62.288  (meters)     204.36   (feet)  ADJUSTED  
 FF0644  ___________________________________________________________________
 FF0644  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF0644  DYNAMIC HT  -          62.232 (meters)     204.17  (feet)  COMP
 FF0644  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 FF0644
 FF0644  VERT ORDER  -  FIRST     CLASS II
 FF0644
 FF0644.The horizontal coordinates were scaled from a topographic map and have
 FF0644.an estimated accuracy of +/- 6 seconds.
 FF0644
 FF0644.The orthometric height was determined by differential leveling
 FF0644.and adjusted by the National Geodetic Survey in June 1991..
 FF0644
 FF0644.The geoid height was determined by GEOID03.
 FF0644
 FF0644.The dynamic height is computed by dividing the NAVD 88
 FF0644.geopotential number by the normal gravity value computed on the
 FF0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0644.degrees latitude (g = 980.6199 gals.).
 FF0644
 FF0644.The modeled gravity was interpolated from observed gravity values.
 FF0644
 FF0644;                    North         East    Units  Estimated Accuracy
 FF0644;SPC AR N     -    81,780.      530,360.      MT  (+/- 180 meters Scaled)
 FF0644
 FF0644                          SUPERSEDED SURVEY CONTROL
 FF0644
 FF0644  NGVD 29 (??/??/??)   62.269  (m)          204.29   (f) ADJUSTED    1 2
 FF0644
 FF0644.Superseded values are not recommended for survey control.
 FF0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0644.See file dsdata.txt to determine how the superseded data were derived.
 FF0644
 FF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU215826(NAD 83)
 FF0644_MARKER: Z = SEE DESCRIPTION
 FF0644_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0644_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0644
 FF0644  HISTORY     - Date     Condition        Report By
 FF0644  HISTORY     - UNK      MONUMENTED       CGS
 FF0644  HISTORY     - 1956     GOOD             CGS
 FF0644
 FF0644                          STATION DESCRIPTION
 FF0644
 FF0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0644'0.6 MI S FROM WHITMORE.
 FF0644'ABOUT 0.05 MILE WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF
 FF0644'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT WHITMORE, THENCE
 FF0644'ABOUT 0.25 MILE SOUTH, ABOUT 0.1 MILE EAST AND ABOUT 0.2 MILE
 FF0644'SOUTH ALONG A NARROW DIRT ROAD, 90 FEET WEST OF CENTER LINE OF
 FF0644'ROAD, 30 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FF0644'SECOND HOUSE SOUTH OF TURN IN ROAD, THE TOP OF THE NORTHEAST
 FF0644'EDGE OF A 12-INCH IRON PIPE WELL CASING.  NO PUMP ON THIS WELL.
 FF0644'POINT MARKED BY A WHITE PAINTED ARROW ON THE NORTHEAST FACE OF
 FF0644'WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1396 ***********************************************************************
 FF1396  DESIGNATION -  WELL 5 N 5 W 7 BBB 1
 FF1396  PID         -  FF1396
 FF1396  STATE/COUNTY-  AR/PRAIRIE
 FF1396  USGS QUAD   -  JASMINE (1994)
 FF1396
 FF1396                         *CURRENT SURVEY CONTROL
 FF1396  ___________________________________________________________________
 FF1396* NAD 83(1986)-  35 04 36.     (N)    091 35 01.     (W)     SCALED    
 FF1396* NAVD 88     -        63.838  (meters)     209.44   (feet)  ADJUSTED  
 FF1396  ___________________________________________________________________
 FF1396  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1396  DYNAMIC HT  -          63.780 (meters)     209.25  (feet)  COMP
 FF1396  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 FF1396
 FF1396  VERT ORDER  -  FIRST     CLASS II
 FF1396
 FF1396.The horizontal coordinates were scaled from a topographic map and have
 FF1396.an estimated accuracy of +/- 6 seconds.
 FF1396
 FF1396.The orthometric height was determined by differential leveling
 FF1396.and adjusted by the National Geodetic Survey in June 1991..
 FF1396
 FF1396.The geoid height was determined by GEOID03.
 FF1396
 FF1396.The dynamic height is computed by dividing the NAVD 88
 FF1396.geopotential number by the normal gravity value computed on the
 FF1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1396.degrees latitude (g = 980.6199 gals.).
 FF1396
 FF1396.The modeled gravity was interpolated from observed gravity values.
 FF1396
 FF1396;                    North         East    Units  Estimated Accuracy
 FF1396;SPC AR S     -   667,390.      437,980.      MT  (+/- 180 meters Scaled)
 FF1396
 FF1396                          SUPERSEDED SURVEY CONTROL
 FF1396
 FF1396  NGVD 29 (??/??/??)   63.822  (m)          209.39   (f) ADJUSTED    1 2
 FF1396
 FF1396.Superseded values are not recommended for survey control.
 FF1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1396.See file dsdata.txt to determine how the superseded data were derived.
 FF1396
 FF1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU291824(NAD 83)
 FF1396_MARKER: Z = SEE DESCRIPTION
 FF1396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1396_SP_SET: WELL
 FF1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1396
 FF1396  HISTORY     - Date     Condition        Report By
 FF1396  HISTORY     - UNK      MONUMENTED       USGS
 FF1396  HISTORY     - 1955     GOOD             CGS
 FF1396
 FF1396                          STATION DESCRIPTION
 FF1396
 FF1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1396'6.2 MI SE FROM GRIFFITHVILLE.
 FF1396'5.35 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1396'RAILROAD FROM THE STATION AT GRIFFITHVILLE, THENCE 0.9 MILE
 FF1396'NORTH ALONG STATE HIGHWAY 11, 106 YARDS SOUTHEAST OF THE
 FF1396'SOUTHEAST CORNER OF A TWO STORY STUCCO HOUSE, 180 FEET SOUTH
 FF1396'OF THE CENTER LINE OF A FIELD ROAD LEADING EAST, 62 FEET EAST
 FF1396'OF THE CENTER LINE OF THE HIGHWAY, 25.7 FEET EAST OF A FENCE,
 FF1396'1.0 FOOT ABOVE THE GROUND, A CHISELED HIGH POINT ON THE TOP OF THE
 FF1396'WEST EDGE OF THE 24 INCH CASING OF AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0206 ***********************************************************************
 FF0206  DESIGNATION -  WELL 5 N 6 E 1 DAA 1
 FF0206  PID         -  FF0206
 FF0206  STATE/COUNTY-  AR/ST FRANCIS
 FF0206  USGS QUAD   -  CHATFIELD (1992)
 FF0206
 FF0206                         *CURRENT SURVEY CONTROL
 FF0206  ___________________________________________________________________
 FF0206* NAD 83(1986)-  35 04 53.     (N)    090 24 06.     (W)     SCALED    
 FF0206* NAVD 88     -        61.791  (meters)     202.73   (feet)  ADJUSTED  
 FF0206  ___________________________________________________________________
 FF0206  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FF0206  DYNAMIC HT  -          61.735 (meters)     202.54  (feet)  COMP
 FF0206  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 FF0206
 FF0206  VERT ORDER  -  FIRST     CLASS II
 FF0206
 FF0206.The horizontal coordinates were scaled from a topographic map and have
 FF0206.an estimated accuracy of +/- 6 seconds.
 FF0206
 FF0206.The orthometric height was determined by differential leveling
 FF0206.and adjusted by the National Geodetic Survey in June 1991..
 FF0206
 FF0206.The geoid height was determined by GEOID03.
 FF0206
 FF0206.The dynamic height is computed by dividing the NAVD 88
 FF0206.geopotential number by the normal gravity value computed on the
 FF0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0206.degrees latitude (g = 980.6199 gals.).
 FF0206
 FF0206.The modeled gravity was interpolated from observed gravity values.
 FF0206
 FF0206;                    North         East    Units  Estimated Accuracy
 FF0206;SPC AR N     -    84,170.      545,750.      MT  (+/- 180 meters Scaled)
 FF0206
 FF0206                          SUPERSEDED SURVEY CONTROL
 FF0206
 FF0206  NGVD 29 (??/??/??)   61.769  (m)          202.65   (f) ADJUSTED    1 2
 FF0206
 FF0206.Superseded values are not recommended for survey control.
 FF0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0206.See file dsdata.txt to determine how the superseded data were derived.
 FF0206
 FF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU368851(NAD 83)
 FF0206_MARKER: B = BOLT
 FF0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0206_SP_SET: PUMP BASE
 FF0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0206
 FF0206  HISTORY     - Date     Condition        Report By
 FF0206  HISTORY     - UNK      MONUMENTED       CGS
 FF0206  HISTORY     - 1956     GOOD             CGS
 FF0206
 FF0206                          STATION DESCRIPTION
 FF0206
 FF0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0206'6 MI NE FROM HETH.
 FF0206'5.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0206'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND THE FLAG
 FF0206'STATION AT HETH, THENCE ABOUT 0.55 MILE SOUTH ALONG A ROAD
 FF0206'WHICH FOLLOWS THE ST. FRANCIS-CRITTENDEN COUNTY LINE, ON WEST
 FF0206'SIDE OF ROAD, AT AN IRRIGATION WELL, THE TOP OF THE NORTHWEST
 FF0206'ANCHOR BOLT HOLE OF PUMP BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0200 ***********************************************************************
 FF0200  DESIGNATION -  WELL 5 N 6 E 2 CCD 1
 FF0200  PID         -  FF0200
 FF0200  STATE/COUNTY-  AR/ST FRANCIS
 FF0200  USGS QUAD   -  CHATFIELD (1992)
 FF0200
 FF0200                         *CURRENT SURVEY CONTROL
 FF0200  ___________________________________________________________________
 FF0200* NAD 83(1986)-  35 04 36.     (N)    090 26 03.     (W)     SCALED    
 FF0200* NAVD 88     -        61.190  (meters)     200.75   (feet)  ADJUSTED  
 FF0200  ___________________________________________________________________
 FF0200  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF0200  DYNAMIC HT  -          61.135 (meters)     200.57  (feet)  COMP
 FF0200  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 FF0200
 FF0200  VERT ORDER  -  FIRST     CLASS II
 FF0200
 FF0200.The horizontal coordinates were scaled from a topographic map and have
 FF0200.an estimated accuracy of +/- 6 seconds.
 FF0200
 FF0200.The orthometric height was determined by differential leveling
 FF0200.and adjusted by the National Geodetic Survey in June 1991..
 FF0200
 FF0200.The geoid height was determined by GEOID03.
 FF0200
 FF0200.The dynamic height is computed by dividing the NAVD 88
 FF0200.geopotential number by the normal gravity value computed on the
 FF0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0200.degrees latitude (g = 980.6199 gals.).
 FF0200
 FF0200.The modeled gravity was interpolated from observed gravity values.
 FF0200
 FF0200;                    North         East    Units  Estimated Accuracy
 FF0200;SPC AR N     -    83,600.      542,800.      MT  (+/- 180 meters Scaled)
 FF0200
 FF0200                          SUPERSEDED SURVEY CONTROL
 FF0200
 FF0200  NGVD 29 (??/??/??)   61.168  (m)          200.68   (f) ADJUSTED    1 2
 FF0200
 FF0200.Superseded values are not recommended for survey control.
 FF0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0200.See file dsdata.txt to determine how the superseded data were derived.
 FF0200
 FF0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU339845(NAD 83)
 FF0200_MARKER: DB = BENCH MARK DISK
 FF0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0200_SP_SET: PUMP BASE
 FF0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0200
 FF0200  HISTORY     - Date     Condition        Report By
 FF0200  HISTORY     - UNK      MONUMENTED       CGS
 FF0200  HISTORY     - 1956     GOOD             CGS
 FF0200
 FF0200                          STATION DESCRIPTION
 FF0200
 FF0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0200'4 MI E FROM HETH.
 FF0200'3.3 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0200'RAILROAD FROM THE STATION AND CROSSING OF STATE HIGHWAY 149 AT
 FF0200'HETH, THENCE ABOUT 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE ABOUT
 FF0200'0.15 MILE EAST ALONG A FIELD ROAD TO AN IRRIGATION WELL.  THE
 FF0200'POINT LEVELED TO IS THE BOTTOM OF AN OPENING ON WEST SIDE OF
 FF0200'PUMP BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0197 ***********************************************************************
 FF0197  DESIGNATION -  WELL 5 N 6 E 4 DAA 1
 FF0197  PID         -  FF0197
 FF0197  STATE/COUNTY-  AR/ST FRANCIS
 FF0197  USGS QUAD   -  CHATFIELD (1992)
 FF0197
 FF0197                         *CURRENT SURVEY CONTROL
 FF0197  ___________________________________________________________________
 FF0197* NAD 83(1986)-  35 04 51.     (N)    090 27 14.     (W)     SCALED    
 FF0197* NAVD 88     -        61.013  (meters)     200.17   (feet)  ADJUSTED  
 FF0197  ___________________________________________________________________
 FF0197  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF0197  DYNAMIC HT  -          60.958 (meters)     199.99  (feet)  COMP
 FF0197  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FF0197
 FF0197  VERT ORDER  -  FIRST     CLASS II
 FF0197
 FF0197.The horizontal coordinates were scaled from a topographic map and have
 FF0197.an estimated accuracy of +/- 6 seconds.
 FF0197
 FF0197.The orthometric height was determined by differential leveling
 FF0197.and adjusted by the National Geodetic Survey in June 1991..
 FF0197
 FF0197.The geoid height was determined by GEOID03.
 FF0197
 FF0197.The dynamic height is computed by dividing the NAVD 88
 FF0197.geopotential number by the normal gravity value computed on the
 FF0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0197.degrees latitude (g = 980.6199 gals.).
 FF0197
 FF0197.The modeled gravity was interpolated from observed gravity values.
 FF0197
 FF0197;                    North         East    Units  Estimated Accuracy
 FF0197;SPC AR N     -    84,040.      540,990.      MT  (+/- 180 meters Scaled)
 FF0197
 FF0197                          SUPERSEDED SURVEY CONTROL
 FF0197
 FF0197  NGVD 29 (??/??/??)   60.992  (m)          200.10   (f) ADJUSTED    1 2
 FF0197
 FF0197.Superseded values are not recommended for survey control.
 FF0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0197.See file dsdata.txt to determine how the superseded data were derived.
 FF0197
 FF0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU321849(NAD 83)
 FF0197_MARKER: Z = SEE DESCRIPTION
 FF0197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0197_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0197
 FF0197  HISTORY     - Date     Condition        Report By
 FF0197  HISTORY     - UNK      MONUMENTED       CGS
 FF0197  HISTORY     - 1956     GOOD             CGS
 FF0197
 FF0197                          STATION DESCRIPTION
 FF0197
 FF0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0197'2.4 MI NE FROM HETH.
 FF0197'2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0197'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND FLAG STATION
 FF0197'AT HETH, 283 FEET SOUTH-SOUTHEAST OF CENTER LINE OF TRACK AND
 FF0197'ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF A GRADED ROAD
 FF0197'LEADING NORTH CROSSING TRACK, THE LOWER INSIDE EDGE OF THE END
 FF0197'OF 10-INCH DISCHARGE PIPE OF AN IRRIGATION WELL, 10 FEET WEST OF
 FF0197'CENTER OF PUMP AND WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0194 ***********************************************************************
 FF0194  DESIGNATION -  WELL 5 N 6 E 7 ABD 1
 FF0194  PID         -  FF0194
 FF0194  STATE/COUNTY-  AR/ST FRANCIS
 FF0194  USGS QUAD   -  CHATFIELD (1992)
 FF0194
 FF0194                         *CURRENT SURVEY CONTROL
 FF0194  ___________________________________________________________________
 FF0194* NAD 83(1986)-  35 05 03.     (N)    090 28 15.     (W)     SCALED    
 FF0194* NAVD 88     -        60.915  (meters)     199.85   (feet)  ADJUSTED  
 FF0194  ___________________________________________________________________
 FF0194  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF0194  DYNAMIC HT  -          60.860 (meters)     199.67  (feet)  COMP
 FF0194  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FF0194
 FF0194  VERT ORDER  -  FIRST     CLASS II
 FF0194
 FF0194.The horizontal coordinates were scaled from a topographic map and have
 FF0194.an estimated accuracy of +/- 6 seconds.
 FF0194
 FF0194.The orthometric height was determined by differential leveling
 FF0194.and adjusted by the National Geodetic Survey in June 1991..
 FF0194
 FF0194.The geoid height was determined by GEOID03.
 FF0194
 FF0194.The dynamic height is computed by dividing the NAVD 88
 FF0194.geopotential number by the normal gravity value computed on the
 FF0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0194.degrees latitude (g = 980.6199 gals.).
 FF0194
 FF0194.The modeled gravity was interpolated from observed gravity values.
 FF0194
 FF0194;                    North         East    Units  Estimated Accuracy
 FF0194;SPC AR N     -    84,380.      539,440.      MT  (+/- 180 meters Scaled)
 FF0194
 FF0194                          SUPERSEDED SURVEY CONTROL
 FF0194
 FF0194  NGVD 29 (??/??/??)   60.894  (m)          199.78   (f) ADJUSTED    1 2
 FF0194
 FF0194.Superseded values are not recommended for survey control.
 FF0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0194.See file dsdata.txt to determine how the superseded data were derived.
 FF0194
 FF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU305853(NAD 83)
 FF0194_MARKER: Z = SEE DESCRIPTION
 FF0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0194_SP_SET: PUMP BASE
 FF0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0194
 FF0194  HISTORY     - Date     Condition        Report By
 FF0194  HISTORY     - UNK      MONUMENTED       CGS
 FF0194  HISTORY     - 1956     GOOD             CGS
 FF0194
 FF0194                          STATION DESCRIPTION
 FF0194
 FF0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0194'2.2 MI NE FROM HETH.
 FF0194'0.9 MILE EAST AND NORTH ALONG STATE HIGHWAY 149 FROM CROSSING
 FF0194'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT HETH, THENCE
 FF0194'ABOUT 1.1 MILES EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE
 FF0194'SOUTH ACROSS A CULTIVATED FIELD, AT AN IRRIGATION WELL, ABOUT
 FF0194'0.2 MILE SOUTH OF A FRAME HOUSE, THE TOP OF BASE OF PUMP ON TOP
 FF0194'OF THE NORTHEAST ANCHOR BOLT HOLE (NO BOLT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1334 ***********************************************************************
 EH1334  DESIGNATION -  WELL 5 S 3 W 29 DDB 1
 EH1334  PID         -  EH1334
 EH1334  STATE/COUNTY-  AR/ARKANSAS
 EH1334  USGS QUAD   -  TICHNOR (1972)
 EH1334
 EH1334                         *CURRENT SURVEY CONTROL
 EH1334  ___________________________________________________________________
 EH1334* NAD 83(1986)-  34 13 29.     (N)    091 21 23.     (W)     SCALED    
 EH1334* NAVD 88     -        59.780  (meters)     196.13   (feet)  ADJUSTED  
 EH1334  ___________________________________________________________________
 EH1334  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH1334  DYNAMIC HT  -          59.721 (meters)     195.93  (feet)  COMP
 EH1334  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 EH1334
 EH1334  VERT ORDER  -  FIRST     CLASS II
 EH1334
 EH1334.The horizontal coordinates were scaled from a topographic map and have
 EH1334.an estimated accuracy of +/- 6 seconds.
 EH1334
 EH1334.The orthometric height was determined by differential leveling
 EH1334.and adjusted by the National Geodetic Survey in August 1993..
 EH1334
 EH1334.The geoid height was determined by GEOID03.
 EH1334
 EH1334.The dynamic height is computed by dividing the NAVD 88
 EH1334.geopotential number by the normal gravity value computed on the
 EH1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1334.degrees latitude (g = 980.6199 gals.).
 EH1334
 EH1334.The modeled gravity was interpolated from observed gravity values.
 EH1334
 EH1334;                    North         East    Units  Estimated Accuracy
 EH1334;SPC AR S     -   572,990.      459,300.      MT  (+/- 180 meters Scaled)
 EH1334
 EH1334                          SUPERSEDED SURVEY CONTROL
 EH1334
 EH1334  NAVD 88 (06/15/91)   59.746  (m)          196.02   (f) UNKNOWN     1 2
 EH1334  NGVD 29 (??/??/??)   59.880  (m)          196.46   (f) ADJUSTED    1 2
 EH1334
 EH1334.Superseded values are not recommended for survey control.
 EH1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1334.See file dsdata.txt to determine how the superseded data were derived.
 EH1334
 EH1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT513882(NAD 83)
 EH1334_MARKER: B = BOLT
 EH1334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1334_SP_SET: FOUNDATION
 EH1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1334
 EH1334  HISTORY     - Date     Condition        Report By
 EH1334  HISTORY     - UNK      MONUMENTED       USGS
 EH1334  HISTORY     - 1955     GOOD             CGS
 EH1334  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1334
 EH1334                          STATION DESCRIPTION
 EH1334
 EH1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1334'5.25 MI S FROM DEWITT.
 EH1334'5.0 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1334'STATION AT DEWITT, THENCE 0.15 MILE WEST ALONG A GRADED DIRT ROAD,
 EH1334'THENCE 0.1 MILE NORTH ALONG A PRIVATE ROAD, 42 FEET SOUTH OF AN
 EH1334'IRRIGATION WELL, 24 FEET SOUTHWEST OF A POWER POLE, SET IN THE TOP OF
 EH1334'THE NORTHWEST CORNER OF AN OLD CONCRETE MOTOR FOUNDATION.
 EH1334
 EH1334                          STATION RECOVERY (1976)
 EH1334
 EH1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1626 ***********************************************************************
 EH1626  DESIGNATION -  WELL 5 S 5 W 23 BDB 1
 EH1626  PID         -  EH1626
 EH1626  STATE/COUNTY-  AR/ARKANSAS
 EH1626  USGS QUAD   -  LODGE CORNER (1968)
 EH1626
 EH1626                         *CURRENT SURVEY CONTROL
 EH1626  ___________________________________________________________________
 EH1626* NAD 83(1986)-  34 15 10.     (N)    091 31 12.     (W)     SCALED    
 EH1626* NAVD 88     -        58.250  (meters)     191.11   (feet)  ADJUSTED  
 EH1626  ___________________________________________________________________
 EH1626  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH1626  DYNAMIC HT  -          58.193 (meters)     190.92  (feet)  COMP
 EH1626  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 EH1626
 EH1626  VERT ORDER  -  FIRST     CLASS II
 EH1626
 EH1626.The horizontal coordinates were scaled from a topographic map and have
 EH1626.an estimated accuracy of +/- 6 seconds.
 EH1626
 EH1626.The orthometric height was determined by differential leveling
 EH1626.and adjusted by the National Geodetic Survey in August 1993..
 EH1626
 EH1626.The geoid height was determined by GEOID03.
 EH1626
 EH1626.The dynamic height is computed by dividing the NAVD 88
 EH1626.geopotential number by the normal gravity value computed on the
 EH1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1626.degrees latitude (g = 980.6199 gals.).
 EH1626
 EH1626.The modeled gravity was interpolated from observed gravity values.
 EH1626
 EH1626;                    North         East    Units  Estimated Accuracy
 EH1626;SPC AR S     -   576,020.      444,210.      MT  (+/- 180 meters Scaled)
 EH1626
 EH1626                          SUPERSEDED SURVEY CONTROL
 EH1626
 EH1626  NAVD 88 (06/15/91)   58.297  (m)          191.26   (f) UNKNOWN     1 2
 EH1626  NGVD 29 (??/??/??)   58.323  (m)          191.35   (f) ADJUSTED    1 2
 EH1626
 EH1626.Superseded values are not recommended for survey control.
 EH1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1626.See file dsdata.txt to determine how the superseded data were derived.
 EH1626
 EH1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT362911(NAD 83)
 EH1626_MARKER: X = CHISELED CROSS
 EH1626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1626_SP_SET: WELL CASING
 EH1626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1626
 EH1626  HISTORY     - Date     Condition        Report By
 EH1626  HISTORY     - UNK      MONUMENTED       USGS
 EH1626  HISTORY     - 1954     GOOD             CGS
 EH1626
 EH1626                          STATION DESCRIPTION
 EH1626
 EH1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1626'2.0 MI N FROM BAYOU METO.
 EH1626'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BAYOU METO,
 EH1626'0.2 MILE NORTH OF BENCH MARK R 112, 100 FEET EAST OF THE CENTER LINE
 EH1626'OF A ROAD, 0.6 FOOT BELOW THE TOP OF THE GROUND, ON TOP OF THE WEST
 EH1626'EDGE OF THE CASING OF AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1624 ***********************************************************************
 EH1624  DESIGNATION -  WELL 5 S 5 W 26 BAB 1
 EH1624  PID         -  EH1624
 EH1624  STATE/COUNTY-  AR/ARKANSAS
 EH1624  USGS QUAD   -  REYDELL (1975)
 EH1624
 EH1624                         *CURRENT SURVEY CONTROL
 EH1624  ___________________________________________________________________
 EH1624* NAD 83(1986)-  34 14 17.     (N)    091 31 30.     (W)     SCALED    
 EH1624* NAVD 88     -        59.556  (meters)     195.39   (feet)  ADJUSTED  
 EH1624  ___________________________________________________________________
 EH1624  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EH1624  DYNAMIC HT  -          59.498 (meters)     195.20  (feet)  COMP
 EH1624  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 EH1624
 EH1624  VERT ORDER  -  FIRST     CLASS II
 EH1624
 EH1624.The horizontal coordinates were scaled from a topographic map and have
 EH1624.an estimated accuracy of +/- 6 seconds.
 EH1624
 EH1624.The orthometric height was determined by differential leveling
 EH1624.and adjusted by the National Geodetic Survey in August 1993..
 EH1624
 EH1624.The geoid height was determined by GEOID03.
 EH1624
 EH1624.The dynamic height is computed by dividing the NAVD 88
 EH1624.geopotential number by the normal gravity value computed on the
 EH1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1624.degrees latitude (g = 980.6199 gals.).
 EH1624
 EH1624.The modeled gravity was interpolated from observed gravity values.
 EH1624
 EH1624;                    North         East    Units  Estimated Accuracy
 EH1624;SPC AR S     -   574,390.      443,760.      MT  (+/- 180 meters Scaled)
 EH1624
 EH1624                          SUPERSEDED SURVEY CONTROL
 EH1624
 EH1624  NAVD 88 (06/15/91)   59.603  (m)          195.55   (f) UNKNOWN     1 2
 EH1624  NGVD 29 (??/??/??)   59.630  (m)          195.64   (f) ADJUSTED    1 2
 EH1624
 EH1624.Superseded values are not recommended for survey control.
 EH1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1624.See file dsdata.txt to determine how the superseded data were derived.
 EH1624
 EH1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT358895(NAD 83)
 EH1624_MARKER: X = CHISELED CROSS
 EH1624_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1624_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1624
 EH1624  HISTORY     - Date     Condition        Report By
 EH1624  HISTORY     - UNK      MONUMENTED       USGS
 EH1624  HISTORY     - 1954     GOOD             CGS
 EH1624
 EH1624                          STATION DESCRIPTION
 EH1624
 EH1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1624'1.25 MI N FROM BAYOU METO.
 EH1624'1.0 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BAYOU METO.
 EH1624'THENCE 0.25 MILE WEST ALONG A DIRT ROAD, 65 FEET SOUTH OF THE CENTER
 EH1624'LINE OF A ROAD, A CHISELED CROSS ON THE TOP OF THE 10 INCH DISCHARGE
 EH1624'PIPE OF AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1089 ***********************************************************************
 EH1089  DESIGNATION -  WELL 55
 EH1089  PID         -  EH1089
 EH1089  STATE/COUNTY-  AR/PRAIRIE
 EH1089  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1089
 EH1089                         *CURRENT SURVEY CONTROL
 EH1089  ___________________________________________________________________
 EH1089* NAD 83(1986)-  34 47 17.     (N)    091 29 45.     (W)     SCALED    
 EH1089* NAVD 88     -        68.869  (meters)     225.95   (feet)  ADJUSTED  
 EH1089  ___________________________________________________________________
 EH1089  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH1089  DYNAMIC HT  -          68.804 (meters)     225.73  (feet)  COMP
 EH1089  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 EH1089
 EH1089  VERT ORDER  -  FIRST     CLASS II
 EH1089
 EH1089.The horizontal coordinates were scaled from a topographic map and have
 EH1089.an estimated accuracy of +/- 6 seconds.
 EH1089
 EH1089.The orthometric height was determined by differential leveling
 EH1089.and adjusted by the National Geodetic Survey in June 1991..
 EH1089
 EH1089.The geoid height was determined by GEOID03.
 EH1089
 EH1089.The dynamic height is computed by dividing the NAVD 88
 EH1089.geopotential number by the normal gravity value computed on the
 EH1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1089.degrees latitude (g = 980.6199 gals.).
 EH1089
 EH1089.The modeled gravity was interpolated from observed gravity values.
 EH1089
 EH1089;                    North         East    Units  Estimated Accuracy
 EH1089;SPC AR S     -   635,410.      446,140.      MT  (+/- 180 meters Scaled)
 EH1089
 EH1089                          SUPERSEDED SURVEY CONTROL
 EH1089
 EH1089  NGVD 29 (??/??/??)   68.873  (m)          225.96   (f) ADJUSTED    1 2
 EH1089
 EH1089.Superseded values are not recommended for survey control.
 EH1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1089.See file dsdata.txt to determine how the superseded data were derived.
 EH1089
 EH1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU376505(NAD 83)
 EH1089_MARKER: Q = CHISELED SQUARE
 EH1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1089_SP_SET: WELL CASING
 EH1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1089
 EH1089  HISTORY     - Date     Condition        Report By
 EH1089  HISTORY     - UNK      MONUMENTED       USGS
 EH1089  HISTORY     - 1954     GOOD             CGS
 EH1089
 EH1089                          STATION DESCRIPTION
 EH1089
 EH1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1089'5.3 MI E FROM HAZEN.
 EH1089'4.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1089'FROM THE STATION AT HAZEN, THENCE 0.4 MILE NORTH ALONG A GRADED ROAD,
 EH1089'203 FEET NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING
 EH1089'WEST, 77 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD,
 EH1089'56 FEET EAST OF A FENCE, 47 FEET NORTH OF A 10 INCH LOCUST TREE, 2.4
 EH1089'FEET ABOVE THE GROUND, AT AN OLD IRRIGATION WELL, A CHISELED SQUARE ON
 EH1089'THE TOP OF A VENT IN THE TOP OF A 24 INCH STEEL WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1277 ***********************************************************************
 FF1277  DESIGNATION -  WELL 6 N 1 W 22 DBB
 FF1277  PID         -  FF1277
 FF1277  STATE/COUNTY-  AR/WOODRUFF
 FF1277  USGS QUAD   -  HUNTER EAST (1993)
 FF1277
 FF1277                         *CURRENT SURVEY CONTROL
 FF1277  ___________________________________________________________________
 FF1277* NAD 83(1986)-  35 07 22.     (N)    091 05 13.     (W)     SCALED    
 FF1277* NAVD 88     -        64.256  (meters)     210.81   (feet)  ADJUSTED  
 FF1277  ___________________________________________________________________
 FF1277  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FF1277  DYNAMIC HT  -          64.197 (meters)     210.62  (feet)  COMP
 FF1277  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 FF1277
 FF1277  VERT ORDER  -  FIRST     CLASS II
 FF1277
 FF1277.The horizontal coordinates were scaled from a topographic map and have
 FF1277.an estimated accuracy of +/- 6 seconds.
 FF1277
 FF1277.The orthometric height was determined by differential leveling
 FF1277.and adjusted by the National Geodetic Survey in June 1991..
 FF1277
 FF1277.The geoid height was determined by GEOID03.
 FF1277
 FF1277.The dynamic height is computed by dividing the NAVD 88
 FF1277.geopotential number by the normal gravity value computed on the
 FF1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1277.degrees latitude (g = 980.6199 gals.).
 FF1277
 FF1277.The modeled gravity was interpolated from observed gravity values.
 FF1277
 FF1277;                    North         East    Units  Estimated Accuracy
 FF1277;SPC AR N     -    87,970.      483,220.      MT  (+/- 180 meters Scaled)
 FF1277
 FF1277                          SUPERSEDED SURVEY CONTROL
 FF1277
 FF1277  NGVD 29 (??/??/??)   64.232  (m)          210.73   (f) ADJUSTED    1 2
 FF1277
 FF1277.Superseded values are not recommended for survey control.
 FF1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1277.See file dsdata.txt to determine how the superseded data were derived.
 FF1277
 FF1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU743883(NAD 83)
 FF1277_MARKER: Q = CHISELED SQUARE
 FF1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1277_SP_SET: WELL
 FF1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1277
 FF1277  HISTORY     - Date     Condition        Report By
 FF1277  HISTORY     - UNK      MONUMENTED       CGS
 FF1277  HISTORY     - 1956     GOOD             CGS
 FF1277
 FF1277                          STATION DESCRIPTION
 FF1277
 FF1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1277'AT HILLEMANN.
 FF1277'AT HILLEMANN, ABOUT 125 YARDS EAST OF THE ST. LOUIS SOUTHWESTERN
 FF1277'RAILWAY STATION, ON PROPERTY OF MR. M.O. THOMPSON, 315 FEET
 FF1277'SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, AT AN IRRIGATION WELL,
 FF1277'179 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF A TWO-STORY
 FF1277'FRAME HOUSE, 9 3/4 FEET WEST OF WELL PUMP, A 1 1/2-INCH OUTLINED
 FF1277'SQUARE ON THE TOP OF SOUTHWEST CORNER OF WEST FOUNDATION OF
 FF1277'ENGINE MOUNT AND 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1280 ***********************************************************************
 FF1280  DESIGNATION -  WELL 6 N 1 W 33 ADC
 FF1280  PID         -  FF1280
 FF1280  STATE/COUNTY-  AR/WOODRUFF
 FF1280  USGS QUAD   -  HUNTER EAST (1993)
 FF1280
 FF1280                         *CURRENT SURVEY CONTROL
 FF1280  ___________________________________________________________________
 FF1280* NAD 83(1986)-  35 05 46.     (N)    091 06 06.     (W)     SCALED    
 FF1280* NAVD 88     -        67.013  (meters)     219.86   (feet)  ADJUSTED  
 FF1280  ___________________________________________________________________
 FF1280  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FF1280  DYNAMIC HT  -          66.952 (meters)     219.66  (feet)  COMP
 FF1280  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 FF1280
 FF1280  VERT ORDER  -  FIRST     CLASS II
 FF1280
 FF1280.The horizontal coordinates were scaled from a topographic map and have
 FF1280.an estimated accuracy of +/- 6 seconds.
 FF1280
 FF1280.The orthometric height was determined by differential leveling
 FF1280.and adjusted by the National Geodetic Survey in June 1991..
 FF1280
 FF1280.The geoid height was determined by GEOID03.
 FF1280
 FF1280.The dynamic height is computed by dividing the NAVD 88
 FF1280.geopotential number by the normal gravity value computed on the
 FF1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1280.degrees latitude (g = 980.6199 gals.).
 FF1280
 FF1280.The modeled gravity was interpolated from observed gravity values.
 FF1280
 FF1280;                    North         East    Units  Estimated Accuracy
 FF1280;SPC AR N     -    85,000.      481,910.      MT  (+/- 180 meters Scaled)
 FF1280
 FF1280                          SUPERSEDED SURVEY CONTROL
 FF1280
 FF1280  NGVD 29 (??/??/??)   66.991  (m)          219.79   (f) ADJUSTED    1 2
 FF1280
 FF1280.Superseded values are not recommended for survey control.
 FF1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1280.See file dsdata.txt to determine how the superseded data were derived.
 FF1280
 FF1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU730853(NAD 83)
 FF1280_MARKER: X = CHISELED CROSS
 FF1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1280_SP_SET: WELL
 FF1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1280
 FF1280  HISTORY     - Date     Condition        Report By
 FF1280  HISTORY     - UNK      MONUMENTED       CGS
 FF1280  HISTORY     - 1956     GOOD             CGS
 FF1280
 FF1280                          STATION DESCRIPTION
 FF1280
 FF1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1280'3.3 MI NE FROM HUNTER.
 FF1280'3.3 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1280'FROM THE STATION AT HUNTER, 104 FEET SOUTHEAST AND ACROSS A
 FF1280'ROAD PARALLELING THE TRACK FROM THE SOUTHEAST RAIL, 39 FEET
 FF1280'SOUTHEAST OF CENTER LINE OF A DIRT ROAD PARALLELING THE TRACK,
 FF1280'AT AN IRRIGATION WELL, A CHISELED CROSS ON THE BOTTOM OF AN
 FF1280'OPENING ON THE EAST-SOUTHEAST SIDE OF PUMP HOUSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0207 ***********************************************************************
 FF0207  DESIGNATION -  WELL 6 N 6 E 36 DAD 1
 FF0207  PID         -  FF0207
 FF0207  STATE/COUNTY-  AR/ST FRANCIS
 FF0207  USGS QUAD   -  CHATFIELD (1992)
 FF0207
 FF0207                         *CURRENT SURVEY CONTROL
 FF0207  ___________________________________________________________________
 FF0207* NAD 83(1986)-  35 05 39.     (N)    090 24 05.     (W)     SCALED    
 FF0207* NAVD 88     -        61.937  (meters)     203.21   (feet)  ADJUSTED  
 FF0207  ___________________________________________________________________
 FF0207  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FF0207  DYNAMIC HT  -          61.881 (meters)     203.02  (feet)  COMP
 FF0207  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FF0207
 FF0207  VERT ORDER  -  FIRST     CLASS II
 FF0207
 FF0207.The horizontal coordinates were scaled from a topographic map and have
 FF0207.an estimated accuracy of +/- 6 seconds.
 FF0207
 FF0207.The orthometric height was determined by differential leveling
 FF0207.and adjusted by the National Geodetic Survey in June 1991..
 FF0207
 FF0207.The geoid height was determined by GEOID03.
 FF0207
 FF0207.The dynamic height is computed by dividing the NAVD 88
 FF0207.geopotential number by the normal gravity value computed on the
 FF0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0207.degrees latitude (g = 980.6199 gals.).
 FF0207
 FF0207.The modeled gravity was interpolated from observed gravity values.
 FF0207
 FF0207;                    North         East    Units  Estimated Accuracy
 FF0207;SPC AR N     -    85,590.      545,760.      MT  (+/- 180 meters Scaled)
 FF0207
 FF0207                          SUPERSEDED SURVEY CONTROL
 FF0207
 FF0207  NGVD 29 (??/??/??)   61.916  (m)          203.14   (f) ADJUSTED    1 2
 FF0207
 FF0207.Superseded values are not recommended for survey control.
 FF0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0207.See file dsdata.txt to determine how the superseded data were derived.
 FF0207
 FF0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU368865(NAD 83)
 FF0207_MARKER: B = BOLT
 FF0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0207_SP_SET: WELL PUMP
 FF0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0207
 FF0207  HISTORY     - Date     Condition        Report By
 FF0207  HISTORY     - UNK      MONUMENTED       CGS
 FF0207  HISTORY     - 1956     GOOD             CGS
 FF0207
 FF0207                          STATION DESCRIPTION
 FF0207
 FF0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0207'5.8 MI NE FROM HETH.
 FF0207'5.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0207'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 149 AND FLAG STATION
 FF0207'AT HETH, THENCE ABOUT 0.35 MILE NORTH ALONG A ROAD FOLLOWING THE
 FF0207'ST. FRANCIS-CRITTENDEN COUNTY LINE, ON WEST SIDE OF ROAD, AT AN
 FF0207'IRRIGATION WELL, THE TOP OF THE SOUTHEAST ANCHOR BOLT HOLE OF
 FF0207'WELL PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1390 ***********************************************************************
 FF1390  DESIGNATION -  WELL 6 N 6 W 34 BAA 1
 FF1390  PID         -  FF1390
 FF1390  STATE/COUNTY-  AR/WHITE
 FF1390  USGS QUAD   -  WALKER (1994)
 FF1390
 FF1390                         *CURRENT SURVEY CONTROL
 FF1390  ___________________________________________________________________
 FF1390* NAD 83(1986)-  35 06 24.     (N)    091 38 12.     (W)     SCALED    
 FF1390* NAVD 88     -        64.795  (meters)     212.58   (feet)  ADJUSTED  
 FF1390  ___________________________________________________________________
 FF1390  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1390  DYNAMIC HT  -          64.736 (meters)     212.39  (feet)  COMP
 FF1390  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 FF1390
 FF1390  VERT ORDER  -  FIRST     CLASS II
 FF1390
 FF1390.The horizontal coordinates were scaled from a topographic map and have
 FF1390.an estimated accuracy of +/- 6 seconds.
 FF1390
 FF1390.The orthometric height was determined by differential leveling
 FF1390.and adjusted by the National Geodetic Survey in June 1991..
 FF1390
 FF1390.The geoid height was determined by GEOID03.
 FF1390
 FF1390.The dynamic height is computed by dividing the NAVD 88
 FF1390.geopotential number by the normal gravity value computed on the
 FF1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1390.degrees latitude (g = 980.6199 gals.).
 FF1390
 FF1390.The modeled gravity was interpolated from observed gravity values.
 FF1390
 FF1390;                    North         East    Units  Estimated Accuracy
 FF1390;SPC AR N     -    85,860.      433,120.      MT  (+/- 180 meters Scaled)
 FF1390
 FF1390                          SUPERSEDED SURVEY CONTROL
 FF1390
 FF1390  NGVD 29 (??/??/??)   64.771  (m)          212.50   (f) ADJUSTED    1 2
 FF1390
 FF1390.Superseded values are not recommended for survey control.
 FF1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1390.See file dsdata.txt to determine how the superseded data were derived.
 FF1390
 FF1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU242857(NAD 83)
 FF1390_MARKER: Z = SEE DESCRIPTION
 FF1390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1390_SP_SET: WELL
 FF1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1390
 FF1390  HISTORY     - Date     Condition        Report By
 FF1390  HISTORY     - UNK      MONUMENTED       USGS
 FF1390  HISTORY     - 1955     GOOD             CGS
 FF1390
 FF1390                          STATION DESCRIPTION
 FF1390
 FF1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1390'1.9 MI S FROM GRIFFITHVILLE.
 FF1390'1.45 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1390'RAILROAD FROM THE STATION AT GRIFFITHVILLE, THENCE 0.45 MILE
 FF1390'WEST ALONG A GRADED DIRT ROAD, 45 FEET SOUTH OF THE CENTER
 FF1390'LINE OF THE ROAD, 21 FEET SOUTH OF A FENCE, 19.2 FEET SOUTH OF A
 FF1390'POWER POLE, 2.0 FEET BELOW THE TOP OF THE GROUND, A PAINTED
 FF1390'HALF CIRCLE ON THE NORTH EDGE OF A FLANGE WHICH IS AT A VENT ON
 FF1390'THE NORTH SIDE OF A 24 INCH WELL CASING AT AN IRRIGATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0212 ***********************************************************************
 FF0212  DESIGNATION -  WELL 6 N 7 E 32 DAA 1
 FF0212  PID         -  FF0212
 FF0212  STATE/COUNTY-  AR/CRITTENDEN
 FF0212  USGS QUAD   -  EDMONDSON (1981)
 FF0212
 FF0212                         *CURRENT SURVEY CONTROL
 FF0212  ___________________________________________________________________
 FF0212* NAD 83(1986)-  35 05 45.     (N)    090 21 54.     (W)     SCALED    
 FF0212* NAVD 88     -        62.092  (meters)     203.71   (feet)  ADJUSTED  
 FF0212  ___________________________________________________________________
 FF0212  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FF0212  DYNAMIC HT  -          62.036 (meters)     203.53  (feet)  COMP
 FF0212  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FF0212
 FF0212  VERT ORDER  -  FIRST     CLASS II
 FF0212
 FF0212.The horizontal coordinates were scaled from a topographic map and have
 FF0212.an estimated accuracy of +/- 6 seconds.
 FF0212
 FF0212.The orthometric height was determined by differential leveling
 FF0212.and adjusted by the National Geodetic Survey in June 1991..
 FF0212
 FF0212.The geoid height was determined by GEOID03.
 FF0212
 FF0212.The dynamic height is computed by dividing the NAVD 88
 FF0212.geopotential number by the normal gravity value computed on the
 FF0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0212.degrees latitude (g = 980.6199 gals.).
 FF0212
 FF0212.The modeled gravity was interpolated from observed gravity values.
 FF0212
 FF0212;                    North         East    Units  Estimated Accuracy
 FF0212;SPC AR N     -    85,830.      549,070.      MT  (+/- 180 meters Scaled)
 FF0212
 FF0212                          SUPERSEDED SURVEY CONTROL
 FF0212
 FF0212  NGVD 29 (??/??/??)   62.069  (m)          203.64   (f) ADJUSTED    1 2
 FF0212
 FF0212.Superseded values are not recommended for survey control.
 FF0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0212.See file dsdata.txt to determine how the superseded data were derived.
 FF0212
 FF0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU401868(NAD 83)
 FF0212_MARKER: B = BOLT
 FF0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0212_SP_SET: WALL CASING
 FF0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0212
 FF0212  HISTORY     - Date     Condition        Report By
 FF0212  HISTORY     - UNK      MONUMENTED       CGS
 FF0212  HISTORY     - 1956     GOOD             CGS
 FF0212
 FF0212                          STATION DESCRIPTION
 FF0212
 FF0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0212'3 MI W FROM EDMONDSON.
 FF0212'3.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0212'RAILROAD FROM STATION SIGN AND ROAD CROSSING AT EDMONDSON, IN
 FF0212'THE SOUTHWEST QUARTER OF A PROMINENT NORTH-SOUTH GRAVEL ROAD,
 FF0212'JUST EAST OF THE VILLAGE OF PROCTOR, AT AN IRRIGATION WELL, THE
 FF0212'TOP OF THE SOUTHWEST FASTENER BOLT USED TO HOLD LID COVER PLATE
 FF0212'ON WELL CASING.  THERE IS NO PUMP ATTACHED TO THIS WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0215 ***********************************************************************
 FF0215  DESIGNATION -  WELL 6 N 7 E 33 BDB 1
 FF0215  PID         -  FF0215
 FF0215  STATE/COUNTY-  AR/CRITTENDEN
 FF0215  USGS QUAD   -  EDMONDSON (1981)
 FF0215
 FF0215                         *CURRENT SURVEY CONTROL
 FF0215  ___________________________________________________________________
 FF0215* NAD 83(1986)-  35 06 07.     (N)    090 21 31.     (W)     SCALED    
 FF0215* NAVD 88     -        62.566  (meters)     205.27   (feet)  ADJUSTED  
 FF0215  ___________________________________________________________________
 FF0215  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF0215  DYNAMIC HT  -          62.509 (meters)     205.08  (feet)  COMP
 FF0215  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 FF0215
 FF0215  VERT ORDER  -  FIRST     CLASS II
 FF0215
 FF0215.The horizontal coordinates were scaled from a topographic map and have
 FF0215.an estimated accuracy of +/- 6 seconds.
 FF0215
 FF0215.The orthometric height was determined by differential leveling
 FF0215.and adjusted by the National Geodetic Survey in June 1991..
 FF0215
 FF0215.The geoid height was determined by GEOID03.
 FF0215
 FF0215.The dynamic height is computed by dividing the NAVD 88
 FF0215.geopotential number by the normal gravity value computed on the
 FF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0215.degrees latitude (g = 980.6199 gals.).
 FF0215
 FF0215.The modeled gravity was interpolated from observed gravity values.
 FF0215
 FF0215;                    North         East    Units  Estimated Accuracy
 FF0215;SPC AR N     -    86,520.      549,640.      MT  (+/- 180 meters Scaled)
 FF0215
 FF0215                          SUPERSEDED SURVEY CONTROL
 FF0215
 FF0215  NGVD 29 (??/??/??)   62.543  (m)          205.19   (f) ADJUSTED    1 2
 FF0215
 FF0215.Superseded values are not recommended for survey control.
 FF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0215.See file dsdata.txt to determine how the superseded data were derived.
 FF0215
 FF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU407875(NAD 83)
 FF0215_MARKER: B = BOLT
 FF0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0215_SP_SET: PUMP BASE
 FF0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0215
 FF0215  HISTORY     - Date     Condition        Report By
 FF0215  HISTORY     - UNK      MONUMENTED       CGS
 FF0215  HISTORY     - 1956     GOOD             CGS
 FF0215
 FF0215                          STATION DESCRIPTION
 FF0215
 FF0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0215'2.7 MI W FROM EDMONDSON.
 FF0215'2.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0215'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT EDMONDSON,
 FF0215'ABOUT 0.25 MILE NORTH OF THE TRACK, ABOUT 0.35 MILE EAST OF A
 FF0215'PROMINENT NORTH-SOUTH GRAVEL ROAD WHICH CROSSES THE TRACK AT THE
 FF0215'EAST EDGE OF VILLAGE OF PROCTOR, IN AN OPEN FIELD, AT AN
 FF0215'IRRIGATION WELL, THE TOP OF THE ANCHOR BOLT HOLE AT NORTHEAST
 FF0215'CORNER OF BASE PLATE OF PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1323 ***********************************************************************
 EH1323  DESIGNATION -  WELL 6 S 3 W 17 DCD 20
 EH1323  PID         -  EH1323
 EH1323  STATE/COUNTY-  AR/ARKANSAS
 EH1323  USGS QUAD   -  TICHNOR (1972)
 EH1323
 EH1323                         *CURRENT SURVEY CONTROL
 EH1323  ___________________________________________________________________
 EH1323* NAD 83(1986)-  34 09 49.     (N)    091 21 28.     (W)     SCALED    
 EH1323* NAVD 88     -        57.668  (meters)     189.20   (feet)  ADJUSTED  
 EH1323  ___________________________________________________________________
 EH1323  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EH1323  DYNAMIC HT  -          57.611 (meters)     189.01  (feet)  COMP
 EH1323  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EH1323
 EH1323  VERT ORDER  -  FIRST     CLASS II
 EH1323
 EH1323.The horizontal coordinates were scaled from a topographic map and have
 EH1323.an estimated accuracy of +/- 6 seconds.
 EH1323
 EH1323.The orthometric height was determined by differential leveling
 EH1323.and adjusted by the National Geodetic Survey in August 1993..
 EH1323
 EH1323.The geoid height was determined by GEOID03.
 EH1323
 EH1323.The dynamic height is computed by dividing the NAVD 88
 EH1323.geopotential number by the normal gravity value computed on the
 EH1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1323.degrees latitude (g = 980.6199 gals.).
 EH1323
 EH1323.The modeled gravity was interpolated from observed gravity values.
 EH1323
 EH1323;                    North         East    Units  Estimated Accuracy
 EH1323;SPC AR S     -   566,220.      459,210.      MT  (+/- 180 meters Scaled)
 EH1323
 EH1323                          SUPERSEDED SURVEY CONTROL
 EH1323
 EH1323  NAVD 88 (06/15/91)   57.655  (m)          189.16   (f) UNKNOWN     1 2
 EH1323  NGVD 29 (??/??/??)   57.785  (m)          189.58   (f) ADJUSTED    1 2
 EH1323
 EH1323.Superseded values are not recommended for survey control.
 EH1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1323.See file dsdata.txt to determine how the superseded data were derived.
 EH1323
 EH1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT513815(NAD 83)
 EH1323_MARKER: X = CHISELED CROSS
 EH1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1323_SP_SET: PUMP BASE
 EH1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1323
 EH1323  HISTORY     - Date     Condition        Report By
 EH1323  HISTORY     - UNK      MONUMENTED       USGS
 EH1323  HISTORY     - 1955     GOOD             CGS
 EH1323  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1323
 EH1323                          STATION DESCRIPTION
 EH1323
 EH1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1323'3.55 MI N FROM GILLETT.
 EH1323'3.1 MILES NORTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1323'STATION AT GILLETT, THENCE 0.45 MILE EAST ALONG A GRADED DIRT ROAD, 76
 EH1323'FEET NORTH OF THE CENTER LINE OF THE ROAD, A CHISELED CROSS ON THE TOP
 EH1323'OF THE SOUTHWEST CORNER OF THE STEEL BASE PLATE OF THE PUMP OF AN
 EH1323'IRRIGATION WELL.
 EH1323
 EH1323                          STATION RECOVERY (1976)
 EH1323
 EH1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1612 ***********************************************************************
 EH1612  DESIGNATION -  WELL 6 S 5 W 21 BCB 1
 EH1612  PID         -  EH1612
 EH1612  STATE/COUNTY-  AR/JEFFERSON
 EH1612  USGS QUAD   -  REYDELL (1975)
 EH1612
 EH1612                         *CURRENT SURVEY CONTROL
 EH1612  ___________________________________________________________________
 EH1612* NAD 83(1986)-  34 09 34.     (N)    091 33 46.     (W)     SCALED    
 EH1612* NAVD 88     -        55.499  (meters)     182.08   (feet)  ADJUSTED  
 EH1612  ___________________________________________________________________
 EH1612  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EH1612  DYNAMIC HT  -          55.445 (meters)     181.91  (feet)  COMP
 EH1612  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 EH1612
 EH1612  VERT ORDER  -  FIRST     CLASS II
 EH1612
 EH1612.The horizontal coordinates were scaled from a topographic map and have
 EH1612.an estimated accuracy of +/- 6 seconds.
 EH1612
 EH1612.The orthometric height was determined by differential leveling
 EH1612.and adjusted by the National Geodetic Survey in August 1993..
 EH1612
 EH1612.The geoid height was determined by GEOID03.
 EH1612
 EH1612.The dynamic height is computed by dividing the NAVD 88
 EH1612.geopotential number by the normal gravity value computed on the
 EH1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1612.degrees latitude (g = 980.6199 gals.).
 EH1612
 EH1612.The modeled gravity was interpolated from observed gravity values.
 EH1612
 EH1612;                    North         East    Units  Estimated Accuracy
 EH1612;SPC AR S     -   565,650.      440,310.      MT  (+/- 180 meters Scaled)
 EH1612
 EH1612                          SUPERSEDED SURVEY CONTROL
 EH1612
 EH1612  NAVD 88 (06/15/91)   55.542  (m)          182.22   (f) UNKNOWN     1 2
 EH1612  NGVD 29 (??/??/??)   55.582  (m)          182.36   (f) ADJUSTED    1 2
 EH1612
 EH1612.Superseded values are not recommended for survey control.
 EH1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1612.See file dsdata.txt to determine how the superseded data were derived.
 EH1612
 EH1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT324807(NAD 83)
 EH1612_MARKER: X = CHISELED CROSS
 EH1612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1612_SP_SET: WELL CASING
 EH1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1612
 EH1612  HISTORY     - Date     Condition        Report By
 EH1612  HISTORY     - UNK      MONUMENTED       USGS
 EH1612  HISTORY     - 1954     GOOD             CGS
 EH1612
 EH1612                          STATION DESCRIPTION
 EH1612
 EH1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1612'0.5 MI N FROM REYDEL.
 EH1612'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 EH1612'REYDEL, THENCE 0.2 MILE WEST ACROSS A FIELD, A CHISELED CROSS ON THE
 EH1612'SOUTH SIDE OF A 24 INCH WELL CASING, 0.4 FOOT BELOW THE TOP OF THE
 EH1612'CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0571 ***********************************************************************
 FF0571  DESIGNATION -  WELL 7 N 1 E 16 AAA
 FF0571  PID         -  FF0571
 FF0571  STATE/COUNTY-  AR/CROSS
 FF0571  USGS QUAD   -  HAMLIN (1984)
 FF0571
 FF0571                         *CURRENT SURVEY CONTROL
 FF0571  ___________________________________________________________________
 FF0571* NAD 83(1986)-  35 14 09.     (N)    090 59 16.     (W)     SCALED    
 FF0571* NAVD 88     -        66.438  (meters)     217.97   (feet)  ADJUSTED  
 FF0571  ___________________________________________________________________
 FF0571  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0571  DYNAMIC HT  -          66.379 (meters)     217.78  (feet)  COMP
 FF0571  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 FF0571
 FF0571  VERT ORDER  -  FIRST     CLASS II
 FF0571
 FF0571.The horizontal coordinates were scaled from a topographic map and have
 FF0571.an estimated accuracy of +/- 6 seconds.
 FF0571
 FF0571.The orthometric height was determined by differential leveling
 FF0571.and adjusted by the National Geodetic Survey in June 1991..
 FF0571
 FF0571.The geoid height was determined by GEOID03.
 FF0571
 FF0571.The dynamic height is computed by dividing the NAVD 88
 FF0571.geopotential number by the normal gravity value computed on the
 FF0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0571.degrees latitude (g = 980.6199 gals.).
 FF0571
 FF0571.The modeled gravity was interpolated from observed gravity values.
 FF0571
 FF0571;                    North         East    Units  Estimated Accuracy
 FF0571;SPC AR N     -   100,600.      492,130.      MT  (+/- 180 meters Scaled)
 FF0571
 FF0571                          SUPERSEDED SURVEY CONTROL
 FF0571
 FF0571  NGVD 29 (??/??/??)   66.402  (m)          217.85   (f) ADJUSTED    1 2
 FF0571
 FF0571.Superseded values are not recommended for survey control.
 FF0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0571.See file dsdata.txt to determine how the superseded data were derived.
 FF0571
 FF0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV831010(NAD 83)
 FF0571_MARKER: Z = SEE DESCRIPTION
 FF0571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0571_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0571
 FF0571  HISTORY     - Date     Condition        Report By
 FF0571  HISTORY     - UNK      MONUMENTED       CGS
 FF0571  HISTORY     - 1956     GOOD             CGS
 FF0571
 FF0571                          STATION DESCRIPTION
 FF0571
 FF0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0571'2.8 MI E FROM FAIROAKS.
 FF0571'ABOUT 2.55 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0571'THE STATION AT FAIROAKS, THENCE ABOUT 0.25 MILES SOUTH ALONG A
 FF0571'GRAVEL ROAD, THENCE ABOUT 85 YARDS WEST ALONG A DIRT ROAD,
 FF0571'THENCE ABOUT 35 YARDS SOUTH, AT AN IRRIGATION WELL, THE BOTTOM
 FF0571'INSIDE END OF DISCHARGE PIPE, 8 FEET SOUTH OF WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0551 ***********************************************************************
 FF0551  DESIGNATION -  WELL 7 N 2 E 15 DDB
 FF0551  PID         -  FF0551
 FF0551  STATE/COUNTY-  AR/CROSS
 FF0551  USGS QUAD   -  WYNNE (1992)
 FF0551
 FF0551                         *CURRENT SURVEY CONTROL
 FF0551  ___________________________________________________________________
 FF0551* NAD 83(1986)-  35 13 32.     (N)    090 51 54.     (W)     SCALED    
 FF0551* NAVD 88     -        68.066  (meters)     223.31   (feet)  ADJUSTED  
 FF0551  ___________________________________________________________________
 FF0551  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0551  DYNAMIC HT  -          68.005 (meters)     223.11  (feet)  COMP
 FF0551  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0551
 FF0551  VERT ORDER  -  FIRST     CLASS II
 FF0551
 FF0551.The horizontal coordinates were scaled from a topographic map and have
 FF0551.an estimated accuracy of +/- 6 seconds.
 FF0551
 FF0551.The orthometric height was determined by differential leveling
 FF0551.and adjusted by the National Geodetic Survey in June 1991..
 FF0551
 FF0551.The geoid height was determined by GEOID03.
 FF0551
 FF0551.The dynamic height is computed by dividing the NAVD 88
 FF0551.geopotential number by the normal gravity value computed on the
 FF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0551.degrees latitude (g = 980.6199 gals.).
 FF0551
 FF0551.The modeled gravity was interpolated from observed gravity values.
 FF0551
 FF0551;                    North         East    Units  Estimated Accuracy
 FF0551;SPC AR N     -    99,580.      503,320.      MT  (+/- 180 meters Scaled)
 FF0551
 FF0551                          SUPERSEDED SURVEY CONTROL
 FF0551
 FF0551  NGVD 29 (??/??/??)   68.034  (m)          223.21   (f) ADJUSTED    1 2
 FF0551
 FF0551.Superseded values are not recommended for survey control.
 FF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0551.See file dsdata.txt to determine how the superseded data were derived.
 FF0551
 FF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV943001(NAD 83)
 FF0551_MARKER: X = CHISELED CROSS
 FF0551_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0551_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0551
 FF0551  HISTORY     - Date     Condition        Report By
 FF0551  HISTORY     - UNK      MONUMENTED       CGS
 FF0551  HISTORY     - 1956     GOOD             CGS
 FF0551
 FF0551                          STATION DESCRIPTION
 FF0551
 FF0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0551'4.5 MI W FROM WYNNE.
 FF0551'ABOUT 4.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0551'STATION AT WYNNE, THENCE ABOUT 0.4 MILE SOUTH ALONG A FARM LANE,
 FF0551'ABOUT 50 FEET WEST OF FARM LANE, AT AN IRRIGATION WELL, A
 FF0551'CHISELED CROSS ON THE TOP OF HIGHEST POINT OF DISCHARGE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0527 ***********************************************************************
 FF0527  DESIGNATION -  WELL 7 N 3 E 32 CDD
 FF0527  PID         -  FF0527
 FF0527  STATE/COUNTY-  AR/CROSS
 FF0527  USGS QUAD   -  WYNNE (1992)
 FF0527
 FF0527                         *CURRENT SURVEY CONTROL
 FF0527  ___________________________________________________________________
 FF0527* NAD 83(1986)-  35 10 42.     (N)    090 48 08.     (W)     SCALED    
 FF0527* NAVD 88     -        76.507  (meters)     251.01   (feet)  ADJUSTED  
 FF0527  ___________________________________________________________________
 FF0527  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 FF0527  DYNAMIC HT  -          76.437 (meters)     250.78  (feet)  COMP
 FF0527  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 FF0527
 FF0527  VERT ORDER  -  FIRST     CLASS II
 FF0527
 FF0527.The horizontal coordinates were scaled from a topographic map and have
 FF0527.an estimated accuracy of +/- 6 seconds.
 FF0527
 FF0527.The orthometric height was determined by differential leveling
 FF0527.and adjusted by the National Geodetic Survey in June 1991..
 FF0527
 FF0527.The geoid height was determined by GEOID03.
 FF0527
 FF0527.The dynamic height is computed by dividing the NAVD 88
 FF0527.geopotential number by the normal gravity value computed on the
 FF0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0527.degrees latitude (g = 980.6199 gals.).
 FF0527
 FF0527.The modeled gravity was interpolated from observed gravity values.
 FF0527
 FF0527;                    North         East    Units  Estimated Accuracy
 FF0527;SPC AR N     -    94,410.      509,100.      MT  (+/- 180 meters Scaled)
 FF0527
 FF0527                          SUPERSEDED SURVEY CONTROL
 FF0527
 FF0527  NGVD 29 (??/??/??)   76.476  (m)          250.91   (f) ADJUSTED    1 2
 FF0527
 FF0527.Superseded values are not recommended for survey control.
 FF0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0527.See file dsdata.txt to determine how the superseded data were derived.
 FF0527
 FF0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU001950(NAD 83)
 FF0527_MARKER: Z = SEE DESCRIPTION
 FF0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0527_SP_SET: WELL
 FF0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0527
 FF0527  HISTORY     - Date     Condition        Report By
 FF0527  HISTORY     - 1956     MONUMENTED       CGS
 FF0527
 FF0527                          STATION DESCRIPTION
 FF0527
 FF0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0527'3.2 MI S FROM WYNNE.
 FF0527'ABOUT 3.25 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0527'THE STATION AT WYNNE, AT MEBANE, 135 FEET WEST OF WEST RAIL, 61
 FF0527'FEET WEST OF CENTER LINE OF A GRAVEL ROAD PARALLEL TO TRACK, 220
 FF0527'FEET NORTH OF CENTER LINE OF AN EAST-WEST GRAVEL ROAD, AT AN
 FF0527'IRRIGATION WELL, THE TOP OF A KNOB ON TOP OF FLANGE AT POINT
 FF0527'THE DISCHARGE PIPE CONNECTS TO THE WELL PUMP AND ON WEST SIDE OF
 FF0527'PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1374 ***********************************************************************
 FF1374  DESIGNATION -  WELL 7 N 7 W 36 BDB 1
 FF1374  PID         -  FF1374
 FF1374  STATE/COUNTY-  AR/WHITE
 FF1374  USGS QUAD   -  KENSETT (1994)
 FF1374
 FF1374                         *CURRENT SURVEY CONTROL
 FF1374  ___________________________________________________________________
 FF1374* NAD 83(1986)-  35 11 28.     (N)    091 42 33.     (W)     SCALED    
 FF1374* NAVD 88     -        66.844  (meters)     219.30   (feet)  ADJUSTED  
 FF1374  ___________________________________________________________________
 FF1374  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1374  DYNAMIC HT  -          66.784 (meters)     219.11  (feet)  COMP
 FF1374  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 FF1374
 FF1374  VERT ORDER  -  FIRST     CLASS II
 FF1374
 FF1374.The horizontal coordinates were scaled from a topographic map and have
 FF1374.an estimated accuracy of +/- 6 seconds.
 FF1374
 FF1374.The orthometric height was determined by differential leveling
 FF1374.and adjusted by the National Geodetic Survey in June 1991..
 FF1374
 FF1374.The geoid height was determined by GEOID03.
 FF1374
 FF1374.The dynamic height is computed by dividing the NAVD 88
 FF1374.geopotential number by the normal gravity value computed on the
 FF1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1374.degrees latitude (g = 980.6199 gals.).
 FF1374
 FF1374.The modeled gravity was interpolated from observed gravity values.
 FF1374
 FF1374;                    North         East    Units  Estimated Accuracy
 FF1374;SPC AR N     -    95,200.      426,490.      MT  (+/- 180 meters Scaled)
 FF1374
 FF1374                          SUPERSEDED SURVEY CONTROL
 FF1374
 FF1374  NGVD 29 (??/??/??)   66.809  (m)          219.19   (f) ADJUSTED    1 2
 FF1374
 FF1374.Superseded values are not recommended for survey control.
 FF1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1374.See file dsdata.txt to determine how the superseded data were derived.
 FF1374
 FF1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU175950(NAD 83)
 FF1374_MARKER: Z = SEE DESCRIPTION
 FF1374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1374_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1374
 FF1374  HISTORY     - Date     Condition        Report By
 FF1374  HISTORY     - UNK      MONUMENTED       USGS
 FF1374  HISTORY     - 1955     GOOD             CGS
 FF1374
 FF1374                          STATION DESCRIPTION
 FF1374
 FF1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1374'0.6 MI S FROM HIGGINSON.
 FF1374'0.4 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1374'RAILROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT HIGGINSON,
 FF1374'THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 11, 115 FEET EAST OF
 FF1374'THE NORTHEAST CORNER OF A HOUSE, 93 FEET NORTH OF THE CENTER
 FF1374'LINE OF THE HIGHWAY, 7.3 FEET NORTHEAST OF THE NORTHEAST CORNER
 FF1374'OF A SHED, A HIGH POINT PAINTED ON THE TOP OF THE NORTHWEST EDGE
 FF1374'OF AN 8 INCH CLAY PIPE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0157 ***********************************************************************
 FF0157  DESIGNATION -  WELL 7 N 8 E 25 DDA 1
 FF0157  PID         -  FF0157
 FF0157  STATE/COUNTY-  AR/CRITTENDEN
 FF0157  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0157
 FF0157                         *CURRENT SURVEY CONTROL
 FF0157  ___________________________________________________________________
 FF0157* NAD 83(1986)-  35 11 34.     (N)    090 11 03.     (W)     SCALED    
 FF0157* NAVD 88     -        66.880  (meters)     219.42   (feet)  ADJUSTED  
 FF0157  ___________________________________________________________________
 FF0157  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0157  DYNAMIC HT  -          66.820 (meters)     219.23  (feet)  COMP
 FF0157  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 FF0157
 FF0157  VERT ORDER  -  FIRST     CLASS II
 FF0157
 FF0157.The horizontal coordinates were scaled from a topographic map and have
 FF0157.an estimated accuracy of +/- 6 seconds.
 FF0157
 FF0157.The orthometric height was determined by differential leveling
 FF0157.and adjusted by the National Geodetic Survey in June 1991..
 FF0157
 FF0157.The geoid height was determined by GEOID03.
 FF0157
 FF0157.The dynamic height is computed by dividing the NAVD 88
 FF0157.geopotential number by the normal gravity value computed on the
 FF0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0157.degrees latitude (g = 980.6199 gals.).
 FF0157
 FF0157.The modeled gravity was interpolated from observed gravity values.
 FF0157
 FF0157;                    North         East    Units  Estimated Accuracy
 FF0157;SPC AR N     -    96,870.      565,360.      MT  (+/- 180 meters Scaled)
 FF0157
 FF0157                          SUPERSEDED SURVEY CONTROL
 FF0157
 FF0157  NGVD 29 (??/??/??)   66.845  (m)          219.31   (f) ADJUSTED    1 2
 FF0157
 FF0157.Superseded values are not recommended for survey control.
 FF0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0157.See file dsdata.txt to determine how the superseded data were derived.
 FF0157
 FF0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU563980(NAD 83)
 FF0157_MARKER: Z = SEE DESCRIPTION
 FF0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0157_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0157
 FF0157  HISTORY     - Date     Condition        Report By
 FF0157  HISTORY     - UNK      MONUMENTED       CGS
 FF0157  HISTORY     - 1956     GOOD             CGS
 FF0157
 FF0157                          STATION DESCRIPTION
 FF0157
 FF0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0157'1.8 MI SE FROM MARION.
 FF0157'1.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0157'FROM THE STATION AT MARION, THENCE ABOUT 0.6 MILE SOUTH ALONG
 FF0157'OLD U.S. HIGHWAY 63, ABOUT 40 YARDS SOUTH OF SOUTHEAST CORNER
 FF0157'OF A STONE VENEER HOUSE, 131 FEET WEST OF CENTER LINE OF OLD
 FF0157'HIGHWAY, AT AN IRRIGATION WELL, THE BOTTOM INSIDE EDGE OF MOUTH
 FF0157'OF DISCHARGE PIPE OF WELL, 7 FEET SOUTH OF WELL AND PUMP AND
 FF0157'ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0160 ***********************************************************************
 FF0160  DESIGNATION -  WELL 7 N 9 E 33 BDB 1
 FF0160  PID         -  FF0160
 FF0160  STATE/COUNTY-  AR/CRITTENDEN
 FF0160  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0160
 FF0160                         *CURRENT SURVEY CONTROL
 FF0160  ___________________________________________________________________
 FF0160* NAD 83(1986)-  35 11 15.     (N)    090 08 51.     (W)     SCALED    
 FF0160* NAVD 88     -        67.537  (meters)     221.58   (feet)  ADJUSTED  
 FF0160  ___________________________________________________________________
 FF0160  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0160  DYNAMIC HT  -          67.477 (meters)     221.38  (feet)  COMP
 FF0160  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 FF0160
 FF0160  VERT ORDER  -  FIRST     CLASS II
 FF0160
 FF0160.The horizontal coordinates were scaled from a topographic map and have
 FF0160.an estimated accuracy of +/- 6 seconds.
 FF0160
 FF0160.The orthometric height was determined by differential leveling
 FF0160.and adjusted by the National Geodetic Survey in June 1991..
 FF0160
 FF0160.The geoid height was determined by GEOID03.
 FF0160
 FF0160.The dynamic height is computed by dividing the NAVD 88
 FF0160.geopotential number by the normal gravity value computed on the
 FF0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0160.degrees latitude (g = 980.6199 gals.).
 FF0160
 FF0160.The modeled gravity was interpolated from observed gravity values.
 FF0160
 FF0160;                    North         East    Units  Estimated Accuracy
 FF0160;SPC AR N     -    96,350.      568,710.      MT  (+/- 180 meters Scaled)
 FF0160
 FF0160                          SUPERSEDED SURVEY CONTROL
 FF0160
 FF0160  NGVD 29 (??/??/??)   67.506  (m)          221.48   (f) ADJUSTED    1 2
 FF0160
 FF0160.Superseded values are not recommended for survey control.
 FF0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0160.See file dsdata.txt to determine how the superseded data were derived.
 FF0160
 FF0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU597975(NAD 83)
 FF0160_MARKER: B = BOLT
 FF0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0160_SP_SET: WELL
 FF0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0160
 FF0160  HISTORY     - Date     Condition        Report By
 FF0160  HISTORY     - UNK      MONUMENTED       CGS
 FF0160  HISTORY     - 1956     GOOD             CGS
 FF0160
 FF0160                          STATION DESCRIPTION
 FF0160
 FF0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0160'3.8 MI SE FROM MARION.
 FF0160'3.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0160'FROM THE STATION AT MARION, THENCE ABOUT 0.25 MILE NORTH AND ABOUT
 FF0160'0.35 MILE EAST ALONG FARM ROADS, IN THE SOUTHWEST QUARTER OF FARM
 FF0160'ROAD INTERSECTION, AT AN IRRIGATION WELL WHICH IS INSIDE A
 FF0160'BUILDING SCREENED ON ALL FOUR SIDES, THE TOP OF THE NORTHWEST
 FF0160'1/2-INCH BOLT HOLDING PUMP ON WELL, 1.1 FEET ABOVE THE BOTTOM OF
 FF0160'PUMP PROPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1182 ***********************************************************************
 FF1182  DESIGNATION -  WELL 8 N 1 E 19 ADA
 FF1182  PID         -  FF1182
 FF1182  STATE/COUNTY-  AR/CROSS
 FF1182  USGS QUAD   -  TILTON (1980)
 FF1182
 FF1182                         *CURRENT SURVEY CONTROL
 FF1182  ___________________________________________________________________
 FF1182* NAD 83(1986)-  35 17 49.     (N)    091 01 25.     (W)     SCALED    
 FF1182* NAVD 88     -        68.147  (meters)     223.58   (feet)  ADJUSTED  
 FF1182  ___________________________________________________________________
 FF1182  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1182  DYNAMIC HT  -          68.086 (meters)     223.38  (feet)  COMP
 FF1182  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FF1182
 FF1182  VERT ORDER  -  FIRST     CLASS II
 FF1182
 FF1182.The horizontal coordinates were scaled from a topographic map and have
 FF1182.an estimated accuracy of +/- 6 seconds.
 FF1182
 FF1182.The orthometric height was determined by differential leveling
 FF1182.and adjusted by the National Geodetic Survey in June 1991..
 FF1182
 FF1182.The geoid height was determined by GEOID03.
 FF1182
 FF1182.The dynamic height is computed by dividing the NAVD 88
 FF1182.geopotential number by the normal gravity value computed on the
 FF1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1182.degrees latitude (g = 980.6199 gals.).
 FF1182
 FF1182.The modeled gravity was interpolated from observed gravity values.
 FF1182
 FF1182;                    North         East    Units  Estimated Accuracy
 FF1182;SPC AR N     -   107,350.      488,800.      MT  (+/- 180 meters Scaled)
 FF1182
 FF1182                          SUPERSEDED SURVEY CONTROL
 FF1182
 FF1182  NGVD 29 (??/??/??)   68.106  (m)          223.44   (f) ADJUSTED    1 2
 FF1182
 FF1182.Superseded values are not recommended for survey control.
 FF1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1182.See file dsdata.txt to determine how the superseded data were derived.
 FF1182
 FF1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV797077(NAD 83)
 FF1182_MARKER: Z = SEE DESCRIPTION
 FF1182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1182_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1182
 FF1182  HISTORY     - Date     Condition        Report By
 FF1182  HISTORY     - UNK      MONUMENTED       CGS
 FF1182  HISTORY     - 1956     GOOD             CGS
 FF1182
 FF1182                          STATION DESCRIPTION
 FF1182
 FF1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1182'4 MI N FROM FAIROAKS.
 FF1182'3.55 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1182'THE STATION AT FAIROAKS, THENCE ABOUT 0.25 MILE WEST ALONG A
 FF1182'GRAVEL ROAD, THENCE ABOUT 0.15 MILE NORTH ALONG A DRIVE, AT THE NORTH
 FF1182'END OF DRIVE, ON PROPERTY OF MR. BOONE, AT AN IRRIGATION WELL,
 FF1182'THE TOP OF INSIDE EDGE OF DISCHARGE PIPE AND 9 FEET NORTH OF WELL.
 FF1182'NOTE-- THE WELL APPEARS TO FALL AT LOCATION 8N - 1E - 19DDC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1189 ***********************************************************************
 FF1189  DESIGNATION -  WELL 8 N 1 E 8 ABA
 FF1189  PID         -  FF1189
 FF1189  STATE/COUNTY-  AR/CROSS
 FF1189  USGS QUAD   -  TILTON (1980)
 FF1189
 FF1189                         *CURRENT SURVEY CONTROL
 FF1189  ___________________________________________________________________
 FF1189* NAD 83(1986)-  35 20 18.     (N)    091 00 37.     (W)     SCALED    
 FF1189* NAVD 88     -        68.771  (meters)     225.63   (feet)  ADJUSTED  
 FF1189  ___________________________________________________________________
 FF1189  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF1189  DYNAMIC HT  -          68.709 (meters)     225.42  (feet)  COMP
 FF1189  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 FF1189
 FF1189  VERT ORDER  -  FIRST     CLASS II
 FF1189
 FF1189.The horizontal coordinates were scaled from a topographic map and have
 FF1189.an estimated accuracy of +/- 6 seconds.
 FF1189
 FF1189.The orthometric height was determined by differential leveling
 FF1189.and adjusted by the National Geodetic Survey in June 1991..
 FF1189
 FF1189.The geoid height was determined by GEOID03.
 FF1189
 FF1189.The dynamic height is computed by dividing the NAVD 88
 FF1189.geopotential number by the normal gravity value computed on the
 FF1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1189.degrees latitude (g = 980.6199 gals.).
 FF1189
 FF1189.The modeled gravity was interpolated from observed gravity values.
 FF1189
 FF1189;                    North         East    Units  Estimated Accuracy
 FF1189;SPC AR N     -   111,950.      489,970.      MT  (+/- 180 meters Scaled)
 FF1189
 FF1189                          SUPERSEDED SURVEY CONTROL
 FF1189
 FF1189  NGVD 29 (??/??/??)   68.728  (m)          225.49   (f) ADJUSTED    1 2
 FF1189
 FF1189.Superseded values are not recommended for survey control.
 FF1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1189.See file dsdata.txt to determine how the superseded data were derived.
 FF1189
 FF1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV808123(NAD 83)
 FF1189_MARKER: Z = SEE DESCRIPTION
 FF1189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1189
 FF1189  HISTORY     - Date     Condition        Report By
 FF1189  HISTORY     - UNK      MONUMENTED       CGS
 FF1189  HISTORY     - 1956     GOOD             CGS
 FF1189
 FF1189                          STATION DESCRIPTION
 FF1189
 FF1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1189'4.4 MI S FROM HICKORY RIDGE.
 FF1189'4.4 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1189'THE STATION AT HICKORY RIDGE, ABOUT 167 YARDS EAST OF THE TRACK,
 FF1189'ABOUT 13 YARDS SOUTH OF CENTER LINE OF A DIRT ROAD, AT AN IRRIGATION
 FF1189'WELL, THE TOP OF WEST END OF DISCHARGE PIPE OF WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0135 ***********************************************************************
 FF0135  DESIGNATION -  WELL 8 N 8 E 9 BDC 1
 FF0135  PID         -  FF0135
 FF0135  STATE/COUNTY-  AR/CRITTENDEN
 FF0135  USGS QUAD   -  JERICHO (1993)
 FF0135
 FF0135                         *CURRENT SURVEY CONTROL
 FF0135  ___________________________________________________________________
 FF0135* NAD 83(1986)-  35 19 53.     (N)    090 14 53.     (W)     SCALED    
 FF0135* NAVD 88     -        69.254  (meters)     227.21   (feet)  ADJUSTED  
 FF0135  ___________________________________________________________________
 FF0135  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FF0135  DYNAMIC HT  -          69.192 (meters)     227.01  (feet)  COMP
 FF0135  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FF0135
 FF0135  VERT ORDER  -  FIRST     CLASS II
 FF0135
 FF0135.The horizontal coordinates were scaled from a topographic map and have
 FF0135.an estimated accuracy of +/- 6 seconds.
 FF0135
 FF0135.The orthometric height was determined by differential leveling
 FF0135.and adjusted by the National Geodetic Survey in June 1991..
 FF0135
 FF0135.The geoid height was determined by GEOID03.
 FF0135
 FF0135.The dynamic height is computed by dividing the NAVD 88
 FF0135.geopotential number by the normal gravity value computed on the
 FF0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0135.degrees latitude (g = 980.6199 gals.).
 FF0135
 FF0135.The modeled gravity was interpolated from observed gravity values.
 FF0135
 FF0135;                    North         East    Units  Estimated Accuracy
 FF0135;SPC AR N     -   112,140.      559,270.      MT  (+/- 180 meters Scaled)
 FF0135
 FF0135                          SUPERSEDED SURVEY CONTROL
 FF0135
 FF0135  NGVD 29 (??/??/??)   69.206  (m)          227.05   (f) ADJUSTED    1 2
 FF0135
 FF0135.Superseded values are not recommended for survey control.
 FF0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0135.See file dsdata.txt to determine how the superseded data were derived.
 FF0135
 FF0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV501132(NAD 83)
 FF0135_MARKER: P = PIPE CAP
 FF0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0135_SP_SET: CONCRETE BASE
 FF0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0135
 FF0135  HISTORY     - Date     Condition        Report By
 FF0135  HISTORY     - UNK      MONUMENTED       CGS
 FF0135  HISTORY     - 1956     GOOD             CGS
 FF0135  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0135
 FF0135                          STATION DESCRIPTION
 FF0135
 FF0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0135'2 MI NW FROM CLARKEDALE.
 FF0135'1.7 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0135'FROM THE STATION AND BLACK TOP ROAD CROSSING AT CLARKEDALE,
 FF0135'THENCE ABOUT 0.25 MILE WEST ALONG A FIELD ROAD WHICH FOLLOWS
 FF0135'ALONG SOUTH SIDE OF UNIVERSITY OF ARKANSAS AGRICULTURE
 FF0135'EXPERIMENTAL STATION, ON PROPERTY OF EXPERIMENTAL STATION, AT AN
 FF0135'IRRIGATION WELL, 36 FEET NORTH OF CENTER LINE OF FIELD ROAD, THE
 FF0135'TOP OF A 1-INCH PIPE WHICH IS SET ON NORTH SIDE OF CONCRETE
 FF0135'BASE OF WELL PUMP.
 FF0135
 FF0135                          STATION RECOVERY (1992)
 FF0135
 FF0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0135'THE PIPE HAS BEEN BROKEN OFF AT THE WELL HEAD.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1591 ***********************************************************************
 EH1591  DESIGNATION -  WELL 8 S 5 W BDA 1
 EH1591  PID         -  EH1591
 EH1591  STATE/COUNTY-  AR/LINCOLN
 EH1591  USGS QUAD   -  CADES (1975)
 EH1591
 EH1591                         *CURRENT SURVEY CONTROL
 EH1591  ___________________________________________________________________
 EH1591* NAD 83(1986)-  34 02 47.     (N)    091 36 50.     (W)     SCALED    
 EH1591* NAVD 88     -        54.943  (meters)     180.26   (feet)  ADJUSTED  
 EH1591  ___________________________________________________________________
 EH1591  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EH1591  DYNAMIC HT  -          54.889 (meters)     180.08  (feet)  COMP
 EH1591  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 EH1591
 EH1591  VERT ORDER  -  FIRST     CLASS II
 EH1591
 EH1591.The horizontal coordinates were scaled from a topographic map and have
 EH1591.an estimated accuracy of +/- 6 seconds.
 EH1591
 EH1591.The orthometric height was determined by differential leveling
 EH1591.and adjusted by the National Geodetic Survey in August 1993..
 EH1591
 EH1591.The geoid height was determined by GEOID03.
 EH1591
 EH1591.The dynamic height is computed by dividing the NAVD 88
 EH1591.geopotential number by the normal gravity value computed on the
 EH1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1591.degrees latitude (g = 980.6199 gals.).
 EH1591
 EH1591.The modeled gravity was interpolated from observed gravity values.
 EH1591
 EH1591;                    North         East    Units  Estimated Accuracy
 EH1591;SPC AR S     -   553,100.      435,650.      MT  (+/- 180 meters Scaled)
 EH1591
 EH1591                          SUPERSEDED SURVEY CONTROL
 EH1591
 EH1591  NAVD 88 (06/15/91)   54.946  (m)          180.27   (f) UNKNOWN     1 2
 EH1591  NGVD 29 (??/??/??)   55.017  (m)          180.50   (f) ADJUSTED    1 2
 EH1591
 EH1591.Superseded values are not recommended for survey control.
 EH1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1591.See file dsdata.txt to determine how the superseded data were derived.
 EH1591
 EH1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT279681(NAD 83)
 EH1591_MARKER: X = CHISELED CROSS
 EH1591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1591_SP_SET: WELL CASING
 EH1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1591
 EH1591  HISTORY     - Date     Condition        Report By
 EH1591  HISTORY     - UNK      MONUMENTED       USGS
 EH1591  HISTORY     - 1954     GOOD             CGS
 EH1591
 EH1591                          STATION DESCRIPTION
 EH1591
 EH1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1591'0.7 MI N FROM VARNER.
 EH1591'0.7 MILE NORTH ALONG THE ARKANSAS STATE PRISON FARM ROAD FROM THE
 EH1591'MISSOURI PACIFIC RAILROAD STATION SIGN AT VARNER, 126 FEET WEST OF THE
 EH1591'CENTER LINE OF A NORTH AND SOUTH ROAD, 114 FEET SOUTH OF THE CENTER
 EH1591'LINE OF AN EAST AND WEST ROAD, A CHISELED CROSS ON THE SOUTHWEST EDGE
 EH1591'OF A 24 INCH WATER WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0651 ***********************************************************************
 FF0651  DESIGNATION -  WELL 9 N 1 E 21 BAB
 FF0651  PID         -  FF0651
 FF0651  STATE/COUNTY-  AR/CROSS
 FF0651  USGS QUAD   -  HICKORY RIDGE (1984)
 FF0651
 FF0651                         *CURRENT SURVEY CONTROL
 FF0651  ___________________________________________________________________
 FF0651* NAD 83(1986)-  35 23 45.     (N)    090 59 32.     (W)     SCALED    
 FF0651* NAVD 88     -        73.518  (meters)     241.20   (feet)  ADJUSTED  
 FF0651  ___________________________________________________________________
 FF0651  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FF0651  DYNAMIC HT  -          73.453 (meters)     240.99  (feet)  COMP
 FF0651  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 FF0651
 FF0651  VERT ORDER  -  FIRST     CLASS II
 FF0651
 FF0651.The horizontal coordinates were scaled from a topographic map and have
 FF0651.an estimated accuracy of +/- 6 seconds.
 FF0651
 FF0651.The orthometric height was determined by differential leveling
 FF0651.and adjusted by the National Geodetic Survey in June 1991..
 FF0651
 FF0651.The geoid height was determined by GEOID03.
 FF0651
 FF0651.The dynamic height is computed by dividing the NAVD 88
 FF0651.geopotential number by the normal gravity value computed on the
 FF0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0651.degrees latitude (g = 980.6199 gals.).
 FF0651
 FF0651.The modeled gravity was interpolated from observed gravity values.
 FF0651
 FF0651;                    North         East    Units  Estimated Accuracy
 FF0651;SPC AR N     -   118,340.      491,550.      MT  (+/- 180 meters Scaled)
 FF0651
 FF0651                          SUPERSEDED SURVEY CONTROL
 FF0651
 FF0651  NGVD 29 (??/??/??)   73.471  (m)          241.05   (f) ADJUSTED    1 2
 FF0651
 FF0651.Superseded values are not recommended for survey control.
 FF0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0651.See file dsdata.txt to determine how the superseded data were derived.
 FF0651
 FF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV823187(NAD 83)
 FF0651_MARKER: Z = SEE DESCRIPTION
 FF0651_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0651_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0651
 FF0651  HISTORY     - Date     Condition        Report By
 FF0651  HISTORY     - UNK      MONUMENTED       CGS
 FF0651  HISTORY     - 1956     GOOD             CGS
 FF0651
 FF0651                          STATION DESCRIPTION
 FF0651
 FF0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0651'0.6 MI SE FROM HICKORY RIDGE.
 FF0651'ABOUT 0.3 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF0651'FROM THE STATION AT HICKORY RIDGE, THENCE ABOUT 0.2 MILE EAST
 FF0651'ALONG STATE HIGHWAY 42, THENCE ABOUT 0.1 MILE SOUTH, ABOUT 125
 FF0651'YARDS SOUTH OF A FARM HOUSE, AT AN IRRIGATION WELL, THE TOP OF
 FF0651'THE BOTTOM HINGE OF LID COVERING THE END OF DISCHARGE PIPE,
 FF0651'8 FEET EAST OF WELL.  THE LID IS FASTENED TO THE BOTTOM PART
 FF0651'OF THE END OF DISCHARGE PIPE, AND LOCKS ON THE TOP PART OF PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1191 ***********************************************************************
 FF1191  DESIGNATION -  WELL 9 N 1 E 32 DAA
 FF1191  PID         -  FF1191
 FF1191  STATE/COUNTY-  AR/CROSS
 FF1191  USGS QUAD   -  TILTON (1980)
 FF1191
 FF1191                         *CURRENT SURVEY CONTROL
 FF1191  ___________________________________________________________________
 FF1191* NAD 83(1986)-  35 21 27.     (N)    091 00 15.     (W)     SCALED    
 FF1191* NAVD 88     -        69.433  (meters)     227.80   (feet)  ADJUSTED  
 FF1191  ___________________________________________________________________
 FF1191  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF1191  DYNAMIC HT  -          69.372 (meters)     227.60  (feet)  COMP
 FF1191  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 FF1191
 FF1191  VERT ORDER  -  FIRST     CLASS II
 FF1191
 FF1191.The horizontal coordinates were scaled from a topographic map and have
 FF1191.an estimated accuracy of +/- 6 seconds.
 FF1191
 FF1191.The orthometric height was determined by differential leveling
 FF1191.and adjusted by the National Geodetic Survey in June 1991..
 FF1191
 FF1191.The geoid height was determined by GEOID03.
 FF1191
 FF1191.The dynamic height is computed by dividing the NAVD 88
 FF1191.geopotential number by the normal gravity value computed on the
 FF1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1191.degrees latitude (g = 980.6199 gals.).
 FF1191
 FF1191.The modeled gravity was interpolated from observed gravity values.
 FF1191
 FF1191;                    North         East    Units  Estimated Accuracy
 FF1191;SPC AR N     -   114,080.      490,500.      MT  (+/- 180 meters Scaled)
 FF1191
 FF1191                          SUPERSEDED SURVEY CONTROL
 FF1191
 FF1191  NGVD 29 (??/??/??)   69.389  (m)          227.65   (f) ADJUSTED    1 2
 FF1191
 FF1191.Superseded values are not recommended for survey control.
 FF1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1191.See file dsdata.txt to determine how the superseded data were derived.
 FF1191
 FF1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV813145(NAD 83)
 FF1191_MARKER: Z = SEE DESCRIPTION
 FF1191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1191
 FF1191  HISTORY     - Date     Condition        Report By
 FF1191  HISTORY     - UNK      MONUMENTED       CGS
 FF1191  HISTORY     - 1956     GOOD             CGS
 FF1191
 FF1191                          STATION DESCRIPTION
 FF1191
 FF1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1191'3 MI S FROM HICKORY RIDGE.
 FF1191'3.0 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 FF1191'STATION AT HICKORY RIDGE, ABOUT 115 YARDS EAST OF TRACK, ABOUT 106
 FF1191'YARDS EAST OF TELEPHONE POLE 164/19, ABOUT 88 YARDS EAST OF CENTER
 FF1191'LINE OF STATE HIGHWAY 39, AT AN IRRIGATION WELL, THE IN SIDE
 FF1191'BOTTOM END OF DISCHARGE PIPE AND ABOUT 9 FEET EAST OF WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0678 ***********************************************************************
 FF0678  DESIGNATION -  WELL 9 N 3 E 11 BCD
 FF0678  PID         -  FF0678
 FF0678  STATE/COUNTY-  AR/CROSS
 FF0678  USGS QUAD   -  CHERRY VALLEY EAST (1984)
 FF0678
 FF0678                         *CURRENT SURVEY CONTROL
 FF0678  ___________________________________________________________________
 FF0678* NAD 83(1986)-  35 25 25.     (N)    090 44 54.     (W)     SCALED    
 FF0678* NAVD 88     -        82.146  (meters)     269.51   (feet)  ADJUSTED  
 FF0678  ___________________________________________________________________
 FF0678  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FF0678  DYNAMIC HT  -          82.073 (meters)     269.27  (feet)  COMP
 FF0678  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FF0678
 FF0678  VERT ORDER  -  FIRST     CLASS II
 FF0678
 FF0678.The horizontal coordinates were scaled from a topographic map and have
 FF0678.an estimated accuracy of +/- 6 seconds.
 FF0678
 FF0678.The orthometric height was determined by differential leveling
 FF0678.and adjusted by the National Geodetic Survey in June 1991..
 FF0678
 FF0678.The geoid height was determined by GEOID03.
 FF0678
 FF0678.The dynamic height is computed by dividing the NAVD 88
 FF0678.geopotential number by the normal gravity value computed on the
 FF0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0678.degrees latitude (g = 980.6199 gals.).
 FF0678
 FF0678.The modeled gravity was interpolated from observed gravity values.
 FF0678
 FF0678;                    North         East    Units  Estimated Accuracy
 FF0678;SPC AR N     -   121,680.      513,660.      MT  (+/- 180 meters Scaled)
 FF0678
 FF0678                          SUPERSEDED SURVEY CONTROL
 FF0678
 FF0678  NGVD 29 (??/??/??)   82.098  (m)          269.35   (f) ADJUSTED    1 2
 FF0678
 FF0678.Superseded values are not recommended for survey control.
 FF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0678.See file dsdata.txt to determine how the superseded data were derived.
 FF0678
 FF0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV044223(NAD 83)
 FF0678_MARKER: Z = SEE DESCRIPTION
 FF0678_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0678_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0678
 FF0678  HISTORY     - Date     Condition        Report By
 FF0678  HISTORY     - UNK      MONUMENTED       CGS
 FF0678  HISTORY     - 1956     GOOD             CGS
 FF0678
 FF0678                          STATION DESCRIPTION
 FF0678
 FF0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0678'1.4 MI N FROM CHERRY VALLEY.
 FF0678'ABOUT 1.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0678'STATION AT CHERRY VALLEY, ABOUT 210 YARDS WEST OF THE TRACK AT
 FF0678'A POINT OPPOSITE TELEPHONE POLE NO. 266/15, ABOUT 125 YARDS EAST
 FF0678'OF STATE HIGHWAY 1, AT AN IRRIGATION WELL IN AN OPEN FIELD, THE
 FF0678'BOTTOM INSIDE EDGE OF END OF DISCHARGE PIPE, AND 9 FEET EAST OF
 FF0678'WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0685 ***********************************************************************
 FF0685  DESIGNATION -  WELL 9 N 3 E 24 ACB
 FF0685  PID         -  FF0685
 FF0685  STATE/COUNTY-  AR/CROSS
 FF0685  USGS QUAD   -  VANNDALE (1984)
 FF0685
 FF0685                         *CURRENT SURVEY CONTROL
 FF0685  ___________________________________________________________________
 FF0685* NAD 83(1986)-  35 22 05.     (N)    090 45 39.     (W)     SCALED    
 FF0685* NAVD 88     -        83.877  (meters)     275.19   (feet)  ADJUSTED  
 FF0685  ___________________________________________________________________
 FF0685  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FF0685  DYNAMIC HT  -          83.802 (meters)     274.94  (feet)  COMP
 FF0685  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF0685
 FF0685  VERT ORDER  -  FIRST     CLASS II
 FF0685
 FF0685.The horizontal coordinates were scaled from a topographic map and have
 FF0685.an estimated accuracy of +/- 6 seconds.
 FF0685
 FF0685.The orthometric height was determined by differential leveling
 FF0685.and adjusted by the National Geodetic Survey in June 1991..
 FF0685
 FF0685.The geoid height was determined by GEOID03.
 FF0685
 FF0685.The dynamic height is computed by dividing the NAVD 88
 FF0685.geopotential number by the normal gravity value computed on the
 FF0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0685.degrees latitude (g = 980.6199 gals.).
 FF0685
 FF0685.The modeled gravity was interpolated from observed gravity values.
 FF0685
 FF0685;                    North         East    Units  Estimated Accuracy
 FF0685;SPC AR N     -   115,500.      512,600.      MT  (+/- 180 meters Scaled)
 FF0685
 FF0685                          SUPERSEDED SURVEY CONTROL
 FF0685
 FF0685  NGVD 29 (??/??/??)   83.833  (m)          275.04   (f) ADJUSTED    1 2
 FF0685
 FF0685.Superseded values are not recommended for survey control.
 FF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0685.See file dsdata.txt to determine how the superseded data were derived.
 FF0685
 FF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV034161(NAD 83)
 FF0685_MARKER: Z = SEE DESCRIPTION
 FF0685_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0685_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0685
 FF0685  HISTORY     - Date     Condition        Report By
 FF0685  HISTORY     - UNK      MONUMENTED       CGS
 FF0685  HISTORY     - 1956     GOOD             CGS
 FF0685
 FF0685                          STATION DESCRIPTION
 FF0685
 FF0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0685'2.5 MI S FROM CHERRY VALLEY.
 FF0685'ABOUT 2.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0685'THE STATION AT CHERRY VALLEY, ACROSS TRACK FROM A POINT BETWEEN
 FF0685'TELEPHONE POLES NO. 270/09 AND 270/10, ABOUT 50 YARDS WEST OF
 FF0685'THE TRACK, AT AN IRRIGATION WELL ON C.A. GILMERS FARM, THE INSIDE
 FF0685'BOTTOM END OF THE DISCHARGE PIPE OF WELL, AND 11 FEET EAST OF
 FF0685'WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2382 ***********************************************************************
 EH2382  DESIGNATION -  WELL B 16 A
 EH2382  PID         -  EH2382
 EH2382  STATE/COUNTY-  AR/PRAIRIE
 EH2382  USGS QUAD   -  HAZEN (1994)
 EH2382
 EH2382                         *CURRENT SURVEY CONTROL
 EH2382  ___________________________________________________________________
 EH2382* NAD 83(1986)-  34 46 23.     (N)    091 35 16.     (W)     SCALED    
 EH2382* NAVD 88     -        70.169  (meters)     230.21   (feet)  ADJUSTED  
 EH2382  ___________________________________________________________________
 EH2382  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH2382  DYNAMIC HT  -          70.103 (meters)     230.00  (feet)  COMP
 EH2382  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 EH2382
 EH2382  VERT ORDER  -  FIRST     CLASS II
 EH2382
 EH2382.The horizontal coordinates were scaled from a topographic map and have
 EH2382.an estimated accuracy of +/- 6 seconds.
 EH2382
 EH2382.The orthometric height was determined by differential leveling
 EH2382.and adjusted by the National Geodetic Survey in June 1991..
 EH2382
 EH2382.The geoid height was determined by GEOID03.
 EH2382
 EH2382.The dynamic height is computed by dividing the NAVD 88
 EH2382.geopotential number by the normal gravity value computed on the
 EH2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2382.degrees latitude (g = 980.6199 gals.).
 EH2382
 EH2382.The modeled gravity was interpolated from observed gravity values.
 EH2382
 EH2382;                    North         East    Units  Estimated Accuracy
 EH2382;SPC AR S     -   633,710.      437,740.      MT  (+/- 180 meters Scaled)
 EH2382
 EH2382                          SUPERSEDED SURVEY CONTROL
 EH2382
 EH2382  NGVD 29 (??/??/??)   70.179  (m)          230.25   (f) ADJUSTED    1 2
 EH2382
 EH2382.Superseded values are not recommended for survey control.
 EH2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2382.See file dsdata.txt to determine how the superseded data were derived.
 EH2382
 EH2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU292487(NAD 83)
 EH2382_MARKER: Q = CHISELED SQUARE
 EH2382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2382_SP_SET: WELL CASING
 EH2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2382
 EH2382  HISTORY     - Date     Condition        Report By
 EH2382  HISTORY     - UNK      MONUMENTED       USGS
 EH2382  HISTORY     - 1954     GOOD             CGS
 EH2382
 EH2382                          STATION DESCRIPTION
 EH2382
 EH2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2382'1.0 MI SW FROM HAZEN.
 EH2382'0.5 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK ISLAND AND
 EH2382'PACIFIC RAILROAD STATION AT HAZEN, THENCE 0.5 MILE SOUTH ALONG A
 EH2382'GRAVELED ROAD, 0.2 MILE SOUTH OF BENCH MARK J 114, 265 FEET SOUTHEAST
 EH2382'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 160 FEET EAST OF THE CENTER
 EH2382'LINE OF THE ROAD, 80 FEET SOUTH OF THE SOUTHWEST CORNER OF A MACHINE
 EH2382'SHED, IN A 9X9 FOOT FRAME PUMP HOUSE, AT AN IRRIGATION WELL, ON THE
 EH2382'NORTHWEST EDGE OF A FLANGE OF AN ELECTRIC MOTOR WHICH IS ON THE TOP OF
 EH2382'A 24 INCH STEEL WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0835 ***********************************************************************
 FF0835  DESIGNATION -  WELL N 2 E 8 CCD
 FF0835  PID         -  FF0835
 FF0835  STATE/COUNTY-  AR/POINSETT
 FF0835  USGS QUAD   -  WEINER (1980)
 FF0835
 FF0835                         *CURRENT SURVEY CONTROL
 FF0835  ___________________________________________________________________
 FF0835* NAD 83(1986)-  35 35 37.     (N)    090 54 36.     (W)     SCALED    
 FF0835* NAVD 88     -        75.212  (meters)     246.76   (feet)  ADJUSTED  
 FF0835  ___________________________________________________________________
 FF0835  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF0835  DYNAMIC HT  -          75.147 (meters)     246.54  (feet)  COMP
 FF0835  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 FF0835
 FF0835  VERT ORDER  -  FIRST     CLASS II
 FF0835
 FF0835.The horizontal coordinates were scaled from a topographic map and have
 FF0835.an estimated accuracy of +/- 6 seconds.
 FF0835
 FF0835.The orthometric height was determined by differential leveling
 FF0835.and adjusted by the National Geodetic Survey in June 1991..
 FF0835
 FF0835.The geoid height was determined by GEOID03.
 FF0835
 FF0835.The dynamic height is computed by dividing the NAVD 88
 FF0835.geopotential number by the normal gravity value computed on the
 FF0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0835.degrees latitude (g = 980.6199 gals.).
 FF0835
 FF0835.The modeled gravity was interpolated from observed gravity values.
 FF0835
 FF0835;                    North         East    Units  Estimated Accuracy
 FF0835;SPC AR N     -   140,360.      498,770.      MT  (+/- 180 meters Scaled)
 FF0835
 FF0835                          SUPERSEDED SURVEY CONTROL
 FF0835
 FF0835  NGVD 29 (??/??/??)   75.153  (m)          246.56   (f) ADJUSTED    1 2
 FF0835
 FF0835.Superseded values are not recommended for survey control.
 FF0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0835.See file dsdata.txt to determine how the superseded data were derived.
 FF0835
 FF0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV893408(NAD 83)
 FF0835_MARKER: Z = SEE DESCRIPTION
 FF0835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0835_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0835
 FF0835  HISTORY     - Date     Condition        Report By
 FF0835  HISTORY     - UNK      MONUMENTED       CGS
 FF0835  HISTORY     - 1956     GOOD             CGS
 FF0835
 FF0835                          STATION DESCRIPTION
 FF0835
 FF0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0835'2.2 MI S FROM WEINER.
 FF0835'2.0 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0835'THE STATION AT WEINER, THENCE ABOUT 0.2 MILE EAST ALONG A GRAVEL
 FF0835'ROAD, AT AN IRRIGATION WELL ON NORTH SIDE OF ROAD, THE TOP OF
 FF0835'THE PIPE AT WEST END OF DISCHARGE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1996 ***********************************************************************
 EJ1996  DESIGNATION -  WELSH
 EJ1996  PID         -  EJ1996
 EJ1996  STATE/COUNTY-  AR/MONTGOMERY
 EJ1996  USGS QUAD   -  AMITY (1966)
 EJ1996
 EJ1996                         *CURRENT SURVEY CONTROL
 EJ1996  ___________________________________________________________________
 EJ1996* NAD 83(1997)-  34 21 31.98425(N)    093 27 53.68800(W)     ADJUSTED  
 EJ1996* NAVD 88     -       203.05   (+/-2cm)     666.2    (feet)  VERTCON   
 EJ1996  ___________________________________________________________________
 EJ1996  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 EJ1996  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EJ1996
 EJ1996  HORZ ORDER  -  THIRD
 EJ1996  VERT ORDER  -  THIRD ? (See Below)
 EJ1996
 EJ1996.The horizontal coordinates were established by classical geodetic methods
 EJ1996.and adjusted by the National Geodetic Survey in September 1999..
 EJ1996
 EJ1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1996.The vertical order pertains to the NGVD 29 superseded value.
 EJ1996
 EJ1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1996
 EJ1996.The geoid height was determined by GEOID03.
 EJ1996
 EJ1996;                    North         East     Units Scale Factor Converg.
 EJ1996;SPC AR S     -   588,653.380   265,249.531   MT  0.99993445   -0 49 11.6
 EJ1996;SPC AR S     - 1,931,273.63    870,239.50   sFT  0.99993445   -0 49 11.6
 EJ1996;UTM  15      - 3,802,047.439   457,247.488   MT  0.99962253   -0 15 44.6
 EJ1996
 EJ1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1996!SPC AR S     -   0.99997248  x   0.99993445  =   0.99990693
 EJ1996!UTM  15      -   0.99997248  x   0.99962253  =   0.99959502
 EJ1996
 EJ1996|---------------------------------------------------------------------|
 EJ1996| PID    Reference Object                     Distance      Geod. Az  |
 EJ1996|                                                           dddmmss.s |
 EJ1996| CX7364 WELSH RM 1                            8.185 METERS 05746     |
 EJ1996| CX7363 WELSH AZ MK                                        0642851.2 |
 EJ1996| CX7365 WELSH RM 2                           10.355 METERS 19010     |
 EJ1996|---------------------------------------------------------------------|
 EJ1996
 EJ1996                          SUPERSEDED SURVEY CONTROL
 EJ1996
 EJ1996  NAD 83(1997)-  34 21 31.99326(N)    093 27 53.68203(W) AD(       ) 3
 EJ1996  NAD 83(1986)-  34 21 31.99404(N)    093 27 53.67983(W) AD(       ) 3
 EJ1996  NAD 27      -  34 21 31.66510(N)    093 27 53.00120(W) AD(       ) 3
 EJ1996  NGVD 29 (07/19/86)  203.03   (m)          666.1    (f) LEVELING    3  
 EJ1996
 EJ1996.Superseded values are not recommended for survey control.
 EJ1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1996.See file dsdata.txt to determine how the superseded data were derived.
 EJ1996
 EJ1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5724702047(NAD 83)
 EJ1996_MARKER: DS = TRIANGULATION STATION DISK
 EJ1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1996
 EJ1996  HISTORY     - Date     Condition        Report By
 EJ1996  HISTORY     - 1957     MONUMENTED       CGS
 EJ1996  HISTORY     - 1961     GOOD             CGS
 EJ1996
 EJ1996                          STATION DESCRIPTION
 EJ1996
 EJ1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 EJ1996'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 70,
 EJ1996'5.45 MILES NORTHEAST OF GLENWOOD.  IT IS 43 FEET SOUTH OF THE
 EJ1996'CENTER OF U.S. HIGHWAY 70, 20 FEET EAST OF THE CENTER OF A
 EJ1996'DRIVEWAY, 5.5 FEET SOUTHEAST OF A FENCE CORNER, AND 5 FEET SOUTH
 EJ1996'OF A WITNESS POST.  IT IS STAMPED WELSH 1957 AND PROJECTS 6
 EJ1996'INCHES.
 EJ1996'
 EJ1996'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE CENTER OF U.S.
 EJ1996'HIGHWAY 70, 6 FEET WEST OF AN 8 INCH PINE TREE, AND 1 FOOT SOUTH
 EJ1996'OF A FENCE LINE.  IT IS STAMPED WELSH NO 1 1957 AND PROJECTS
 EJ1996'6 INCHES.
 EJ1996'
 EJ1996'REFERENCE MARK NO. 2 IS 38 FEET SOUTH OF A FENCE CORNER, 18 FEET
 EJ1996'EAST OF THE CENTER OF A DRIVEWAY, AND 1 FOOT EAST OF A FENCE
 EJ1996'LINE.  IT IS STAMPED WELSH NO 2 1957 AND PROJECTS 6 INCHES.
 EJ1996'
 EJ1996'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 55.70 FEET.
 EJ1996'
 EJ1996'THE AZIMUTH MARK IS LOCATED AT THE SOUTHEAST CORNER OF A MOBIL
 EJ1996'PUMPING STATION, 34 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 70,
 EJ1996'27 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 4 FEET WEST OF A
 EJ1996'POWER LINE POLE, AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS STAMPED
 EJ1996'WELSH 1957 AND PROJECTS 6 INCHES.
 EJ1996'
 EJ1996'TO REACH FROM THE POST OFFICE IN GLENWOOD GO NORTHEAST ON U.S.
 EJ1996'HIGHWAY 70 FOR 4.3 MILES TO A SIDE ROAD LEFT, CONTINUE EAST ON
 EJ1996'U.S. HIGHWAY 70 FOR 1.15 MILES TO THE STATION ON THE RIGHT AS
 EJ1996'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE
 EJ1996'EAST ON U.S. HIGHWAY 70 FOR 0.5 MILE TO THE MARK ON THE LEFT
 EJ1996'AS DESCRIBED.
 EJ1996'
 EJ1996'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 EJ1996
 EJ1996                          STATION RECOVERY (1961)
 EJ1996
 EJ1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EJ1996'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ1996'CONDITION.  PART OF THE TOP OF THE CONCRETE POST FOR R.M.
 EJ1996'NO. 1 HAD BEEN CHIPPED OFF BUT THE DISK IS SOLID.
 EJ1996'
 EJ1996'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 EJ1996'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2115 ***********************************************************************
 FF2115  DESIGNATION -  WEONA
 FF2115  PID         -  FF2115
 FF2115  STATE/COUNTY-  AR/POINSETT
 FF2115  USGS QUAD   -  MC CORMICK (1983)
 FF2115
 FF2115                         *CURRENT SURVEY CONTROL
 FF2115  ___________________________________________________________________
 FF2115* NAD 83(1997)-  35 32 40.51926(N)    090 32 15.62845(W)     ADJUSTED  
 FF2115* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 FF2115  ___________________________________________________________________
 FF2115  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FF2115  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FF2115
 FF2115  HORZ ORDER  -  SECOND
 FF2115
 FF2115.The horizontal coordinates were established by classical geodetic methods
 FF2115.and adjusted by the National Geodetic Survey in September 1999..
 FF2115
 FF2115.The orthometric height was scaled from a topographic map.
 FF2115
 FF2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2115
 FF2115.The geoid height was determined by GEOID03.
 FF2115
 FF2115;                    North         East     Units Scale Factor Converg.
 FF2115;SPC AR N     -   135,362.942   532,589.198   MT  0.99993617   +0 51 03.3
 FF2115;SPC AR N     -   444,103.25  1,747,336.39   sFT  0.99993617   +0 51 03.3
 FF2115;UTM  15      - 3,936,227.932   723,214.905   MT  1.00021404   +1 25 55.3
 FF2115
 FF2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2115!SPC AR N     -   0.99999415  x   0.99993617  =   0.99993032
 FF2115!UTM  15      -   0.99999415  x   1.00021404  =   1.00020818
 FF2115
 FF2115|---------------------------------------------------------------------|
 FF2115| PID    Reference Object                     Distance      Geod. Az  |
 FF2115|                                                           dddmmss.s |
 FF2115| FF2273 WEONA RM 1                           26.116 METERS 07755     |
 FF2115| FF2275 WEONA AZ MK                                        0933422.4 |
 FF2115| FF2274 WEONA RM 2                           47.026 METERS 15258     |
 FF2115| FF2062 TWIST                               APPROX.15.0 KM 1853743.6 |
 FF2115| FF2120 HARRISBURG ARK PWR LT RAD TWR       APPROX.15.9 KM 2772239.0 |
 FF2115|---------------------------------------------------------------------|
 FF2115
 FF2115                          SUPERSEDED SURVEY CONTROL
 FF2115
 FF2115  NAD 83(1997)-  35 32 40.52218(N)    090 32 15.62707(W) AD(       ) 2
 FF2115  NAD 83(1986)-  35 32 40.53173(N)    090 32 15.62801(W) AD(       ) 2
 FF2115  NAD 27      -  35 32 40.23920(N)    090 32 15.24620(W) AD(       ) 2
 FF2115
 FF2115.Superseded values are not recommended for survey control.
 FF2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2115.See file dsdata.txt to determine how the superseded data were derived.
 FF2115
 FF2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2321536228(NAD 83)
 FF2115_MARKER: DS = TRIANGULATION STATION DISK
 FF2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2115
 FF2115  HISTORY     - Date     Condition        Report By
 FF2115  HISTORY     - 1954     MONUMENTED       CGS
 FF2115  HISTORY     - 1954     GOOD             CGS
 FF2115  HISTORY     - 1974     MARK NOT FOUND   USGS
 FF2115  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF2115
 FF2115                          STATION DESCRIPTION
 FF2115
 FF2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2115'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTH OF TRUMANN,
 FF2115'10-1/2 MILES EAST OF HARRISBURG AND 7 MILES WEST OF MARKED
 FF2115'TREE IN THE SOUTHWEST ANGLE OF A CROSSROAD.  IT IS 98.0
 FF2115'FEET SOUTH OF THE CENTER OF STATE ROUTE NO. 14, 48.0 FEET WEST OF
 FF2115'THE CENTER OF A GRAVELED ROAD, 44.0 FEET SOUTHEAST OF THE
 FF2115'NORTHEAST CORNER OF A STORE AND 39.0 FEET EAST-NORTHEAST
 FF2115'OF THE SOUTHEAST CORNER OF A STORE.  IT IS SET FLUSH WITH THE
 FF2115'SURFACE OF THE GROUND AND IS STAMPED WEONA 1954.
 FF2115'
 FF2115'REFERENCE MARK NO. 1 IS NEAR THE NORTHWEST CORNER OF A SMALL
 FF2115'PASTURE, 26.0 FEET NORTH OF A POWERLINE BRACE POLE, 13.5
 FF2115'FEET EAST OF THE FENCE CORNER POST AND 1.0 FOOT SOUTH OF A
 FF2115'WOVEN WIRE FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED WEONA NO
 FF2115'1 1954.
 FF2115'
 FF2115'REFERENCE MARK NO. 2 IS LOCATED IN A SMALL PASTURE, 21.0
 FF2115'FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1.0 FOOT
 FF2115'EAST OF A WOVEN WIRE FENCE.  IT PROJECTS 4 INCHES AND IS
 FF2115'STAMPED WEONA NO 2 1954.
 FF2115'
 FF2115'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 FF2115'NO. 2 IS 156.0 FEET.
 FF2115'
 FF2115'THE AZIMUTH MARK IS LOCATED IN A BARN LOT, 112.0 FEET SOUTH
 FF2115'OF THE CENTER OF STATE ROUTE NO. 14, 39.5 FEET NORTHWEST OF
 FF2115'THE NORTHWEST CORNER OF A FARM HOUSE, 34.0 FEET SOUTH OF A FENCE
 FF2115'CORNER AND 1.0 FOOT WEST OF A WOVEN WIRE FENCE.  IT PROJECTS
 FF2115'6 INCHES AND IS STAMPED WEONA 1954.
 FF2115'
 FF2115'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE POINSETT
 FF2115'COUNTY COURTHOUSE SQUARE IN HARRISBURG, GO NORTH ONE BLOCK
 FF2115'TO THE JUNCTION OF STATE ROUTE 1A AND 14.  TURN RIGHT AND
 FF2115'GO EASTERLY ON STATE ROUTES 1A AND 14 FOR 0.5 MILE TO WHERE
 FF2115'STATE ROUTE 1A TURNS LEFT AND STATE ROUTE 14 CONTINUES EASTERLY.
 FF2115'CONTINUE EASTERLY ON STATE ROUTE 14 FOR 11.5 MILES TO A STORE
 FF2115'ON THE RIGHT IN THE SOUTHWEST ANGLE OF A CROSSROAD AND THE
 FF2115'STATION AS DESCRIBED.
 FF2115'
 FF2115'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 FF2115'STATE ROUTE 14 FOR 0.35 MILE TO A FARM HOUSE ON THE RIGHT AND
 FF2115'THE MARK IN A BARN LOT AS DESCRIBED.
 FF2115'
 FF2115'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FF2115
 FF2115                          STATION RECOVERY (1954)
 FF2115
 FF2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2115'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 FF2115'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND
 FF2115'CORRECT, HOWEVER, THE STATION MARK IS CLOSE TO A DRIVEWAY
 FF2115'BETWEEN THE HIGHWAY AND A BLACKSMITH SHOP.  THE TOWER WOULD
 FF2115'HAVE PARTIALLY BLOCKED THE DRIVEWAY SO THE OWNER OF THE LAND
 FF2115'REQUESTED THAT THE TOWER BE BUILT ELSEWHERE.  AS A CONSEQUENCE
 FF2115'THE TOWER WAS BUILT 106.40 FEET, 32.430 METERS, SOUTHWEST
 FF2115'OF THE STATION.  A STAKE WAS USED UNDER THE TOWER TO MARK
 FF2115'THE ECCENTRIC SET-UP.
 FF2115
 FF2115                          STATION RECOVERY (1974)
 FF2115
 FF2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LLA)
 FF2115'SEARCHED FOR - NOT FOUND.
 FF2115
 FF2115                          STATION RECOVERY (1979)
 FF2115
 FF2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (LMT)
 FF2115'DRIVEWAY WAS WORKED ON, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1474 ***********************************************************************
 DL1474  DESIGNATION -  WEPFER
 DL1474  PID         -  DL1474
 DL1474  STATE/COUNTY-  AR/COLUMBIA
 DL1474  USGS QUAD   -  MAGNOLIA NW (1976)
 DL1474
 DL1474                         *CURRENT SURVEY CONTROL
 DL1474  ___________________________________________________________________
 DL1474* NAD 83(1997)-  33 24 52.22288(N)    093 08 06.38583(W)     ADJUSTED  
 DL1474* NAVD 88     -        85.31   (+/-2cm)     279.9    (feet)  VERTCON   
 DL1474  ___________________________________________________________________
 DL1474  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DL1474  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL1474
 DL1474  HORZ ORDER  -  SECOND
 DL1474  VERT ORDER  -  THIRD ? (See Below)
 DL1474
 DL1474.The horizontal coordinates were established by classical geodetic methods
 DL1474.and adjusted by the National Geodetic Survey in September 1999..
 DL1474
 DL1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1474.The vertical order pertains to the NGVD 29 superseded value.
 DL1474
 DL1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1474
 DL1474.The geoid height was determined by GEOID03.
 DL1474
 DL1474;                    North         East     Units Scale Factor Converg.
 DL1474;SPC AR S     -   483,530.819   294,424.021   MT  0.99997658   -0 38 07.1
 DL1474;SPC AR S     - 1,586,384.03    965,956.14   sFT  0.99997658   -0 38 07.1
 DL1474;UTM  15      - 3,697,248.845   487,438.192   MT  0.99960195   -0 04 27.8
 DL1474
 DL1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1474!SPC AR S     -   0.99999076  x   0.99997658  =   0.99996734
 DL1474!UTM  15      -   0.99999076  x   0.99960195  =   0.99959271
 DL1474
 DL1474:                Primary Azimuth Mark                     Grid Az
 DL1474:SPC AR S     -  WEPFER AZ MK                             003 45 00.3
 DL1474:UTM  15      -  WEPFER AZ MK                             003 11 21.0
 DL1474
 DL1474|---------------------------------------------------------------------|
 DL1474| PID    Reference Object                     Distance      Geod. Az  |
 DL1474|                                                           dddmmss.s |
 DL1474| CX7366 WEPFER AZ MK                                       0030653.2 |
 DL1474| DL1458 GREEN                               APPROX. 7.4 KM 0885547.4 |
 DL1474| DL1459 STEPHENS MUNICIPAL TANK             APPROX. 5.5 KM 0941927.9 |
 DL1474| CX7367 WEPFER RM 1                          29.378 METERS 14535     |
 DL1474| DL1461 VILLAGE FIRE TOWER 86 AFC           APPROX.10.5 KM 1711805.3 |
 DL1474| CX7368 WEPFER RM 2                          26.281 METERS 23724     |
 DL1474|---------------------------------------------------------------------|
 DL1474
 DL1474                          SUPERSEDED SURVEY CONTROL
 DL1474
 DL1474  NAD 83(1997)-  33 24 52.23133(N)    093 08 06.37751(W) AD(       ) 2
 DL1474  NAD 83(1986)-  33 24 52.23387(N)    093 08 06.37599(W) AD(       ) 2
 DL1474  NAD 27      -  33 24 51.79500(N)    093 08 05.77600(W) AD(       ) 2
 DL1474  NGVD 29 (07/19/86)   85.34   (m)          280.0    (f) LEVELING    3  
 DL1474
 DL1474.Superseded values are not recommended for survey control.
 DL1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1474.See file dsdata.txt to determine how the superseded data were derived.
 DL1474
 DL1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8743897249(NAD 83)
 DL1474_MARKER: DS = TRIANGULATION STATION DISK
 DL1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1474
 DL1474  HISTORY     - Date     Condition        Report By
 DL1474  HISTORY     - 1950     MONUMENTED       CGS
 DL1474  HISTORY     - 1963     GOOD             CGS
 DL1474
 DL1474                          STATION DESCRIPTION
 DL1474
 DL1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1474'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH AND 4.5 MILES EAST
 DL1474'OF MC NEIL, ABOUT 4.0 MILES WEST OF STEPHENS AND ABOUT 0.45 MILE
 DL1474'NORTH OF U.S. HIGHWAY NO. 79 ON LAND OWNED BY THE WEPFER ESTATE.
 DL1474'IT IS 74.0 FEET NORTH OF THE CENTER OF A ROAD LEADING TO
 DL1474'AN OIL WELL PUMP HOUSE, 59.0 FEET EAST OF A DUG WELL, AND 30.0
 DL1474'FEET WEST OF THE CENTER OF A GRAVELED ROAD, AND 21.0 FEET EAST
 DL1474'OF A LARGE BLACK GUM TREE WITH A TRIANGULAR BLAZE AND 3.0 FEET
 DL1474'SOUTHEAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 DL1474'STAMPED WEPFER 1950.
 DL1474'
 DL1474'REFERENCE MARK NO. 1 IS 27.0 FEET EAST OF THE CENTER OF A
 DL1474'GRAVELED ROAD AND 8.0 FEET NORTH OF A LARGE BLACK GUM TREE.
 DL1474'IT PROJECTS 4 INCHES AND IS STAMPED WEPFER NO 1 1950.
 DL1474'
 DL1474'REFERENCE MARK NO. 2 IS 32.5 FEET SOUTHWEST OF A DUG WELL AND 28.0
 DL1474'FEET NORTH OF THE CENTER OF A ROAD LEADING TO AN OIL WELL PUMP
 DL1474'HOUSE.  IT PROJECTS 3 INCHES AND IS STAMPED WEPFER NO 2 1950.
 DL1474'
 DL1474'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DL1474'NO. 2 IS 131.4 FEET.
 DL1474'
 DL1474'THE AZIMUTH MARK IS 24.0 FEET EAST OF THE CENTER OF A GRAVELED
 DL1474'ROAD AND 2.0 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 6 INCHES
 DL1474'AND IS STAMPED WEPFER 1950.
 DL1474'
 DL1474'TO REACH THE STATION FROM STEPHENS, FROM THE STOP LIGHT AT THE
 DL1474'JUNCTION U.S. HIGHWAY NO. 79 AND STATE HIGHWAY NO. 57, GO
 DL1474'SOUTHWEST AND WEST ON U.S. HIGHWAY NO. 79 FOR 4.1 MILES TO A
 DL1474'GRAVELED T ROAD RIGHT, TURN RIGHT ON GRAVELED ROAD AND GO NORTH
 DL1474'FOR 0.45 TO A TRIANGLE BLAZED BLACK GUM TREE ON THE LEFT JUST
 DL1474'AFTER PASSING A ROAD LEADING TO AN OIL WELL PUMP HOUSE AND THE
 DL1474'STATION ON THE LEFT AS DESCRIBED.
 DL1474'
 DL1474'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED
 DL1474'ROAD FOR 0.25 MILE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DL1474'
 DL1474'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1474
 DL1474                          STATION RECOVERY (1963)
 DL1474
 DL1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1474'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND IN
 DL1474'GOOD CONDITION.  ACCORDING TO LOCAL INFORMATION THE AZIMUTH MARK
 DL1474'WAS DESTROYED WHEN ROAD WAS IMPROVED.  NO OBJECTS WERE VISABLE
 DL1474'FROM THE GROUND AT THE STATION SO A NEW AZIMUTH MARK COULD NOT BE
 DL1474'ESTABLISHED AT THIS TIME.
 DL1474'
 DL1474'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1474'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0335 ***********************************************************************
 EJ0335  DESIGNATION -  WES
 EJ0335  PID         -  EJ0335
 EJ0335  STATE/COUNTY-  AR/PULASKI
 EJ0335  USGS QUAD   -  JACKSONVILLE (1987)
 EJ0335
 EJ0335                         *CURRENT SURVEY CONTROL
 EJ0335  ___________________________________________________________________
 EJ0335* NAD 83(1986)-  34 45 49.     (N)    092 02 07.     (W)     SCALED    
 EJ0335* NAVD 88     -        71.789  (meters)     235.53   (feet)  POSTED    
 EJ0335  ___________________________________________________________________
 EJ0335  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0335  DYNAMIC HT  -          71.720 (meters)     235.30  (feet)  COMP
 EJ0335  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 EJ0335
 EJ0335  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0335
 EJ0335.The horizontal coordinates were scaled from a topographic map and have
 EJ0335.an estimated accuracy of +/- 6 seconds.
 EJ0335
 EJ0335.The orthometric height was determined by differential leveling
 EJ0335.and adjusted by the National Geodetic Survey in 1992..
 EJ0335.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0335.rate of 0.0 thru 1.0 mm/km.
 EJ0335
 EJ0335.The geoid height was determined by GEOID03.
 EJ0335
 EJ0335.The dynamic height is computed by dividing the NAVD 88
 EJ0335.geopotential number by the normal gravity value computed on the
 EJ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0335.degrees latitude (g = 980.6199 gals.).
 EJ0335
 EJ0335.The modeled gravity was interpolated from observed gravity values.
 EJ0335
 EJ0335;                    North         East    Units  Estimated Accuracy
 EJ0335;SPC AR S     -   632,590.      396,770.      MT  (+/- 180 meters Scaled)
 EJ0335
 EJ0335                          SUPERSEDED SURVEY CONTROL
 EJ0335
 EJ0335  NGVD 29 (??/??/92)   71.83   (m)          235.7    (f) COMPUTED    2 0
 EJ0335
 EJ0335.Superseded values are not recommended for survey control.
 EJ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0335.See file dsdata.txt to determine how the superseded data were derived.
 EJ0335
 EJ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU882472(NAD 83)
 EJ0335_MARKER: DD = SURVEY DISK
 EJ0335_SETTING: 0 = UNSPECIFIED SETTING
 EJ0335_STAMPING: WES 1937
 EJ0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0335
 EJ0335  HISTORY     - Date     Condition        Report By
 EJ0335  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0335
 EJ0335                          STATION DESCRIPTION
 EJ0335
 EJ0335'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0335'6.1 MI E FROM GALLOWAY.
 EJ0335'IN LONOKE COUNTY, 6.1 MILES EAST ALONG U. S. HIGHWAY 70 FROM GALLOWAY,
 EJ0335'PULASKI COUNTY, 1.6 MILES EAST OF THE JUNCTION OF A GRAVEL ROAD
 EJ0335'LEADING NORTH TO KERR, 0.1 MILE WEST OF A DIRT-ROAD INTERSECTION, AND
 EJ0335'SOUTH OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, PROBABLY STAMPED
 EJ0335'WES 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1922 ***********************************************************************
 EJ1922  DESIGNATION -  WEST
 EJ1922  PID         -  EJ1922
 EJ1922  STATE/COUNTY-  AR/GARLAND
 EJ1922  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1922
 EJ1922                         *CURRENT SURVEY CONTROL
 EJ1922  ___________________________________________________________________
 EJ1922* NAD 83(1997)-  34 30 24.28522(N)    093 06 03.74388(W)     ADJUSTED  
 EJ1922* NAVD 88     -       432.2    (meters)    1418.     (feet)  VERTCON   
 EJ1922  ___________________________________________________________________
 EJ1922  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 EJ1922  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EJ1922
 EJ1922  HORZ ORDER  -  FIRST
 EJ1922
 EJ1922.The horizontal coordinates were established by classical geodetic methods
 EJ1922.and adjusted by the National Geodetic Survey in September 1999..
 EJ1922
 EJ1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ1922
 EJ1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1922
 EJ1922.The geoid height was determined by GEOID03.
 EJ1922
 EJ1922;                    North         East     Units Scale Factor Converg.
 EJ1922;SPC AR S     -   604,634.306   298,895.423   MT  0.99995236   -0 36 58.5
 EJ1922;SPC AR S     - 1,983,704.39    980,626.07   sFT  0.99995236   -0 36 58.5
 EJ1922;UTM  15      - 3,818,349.914   490,724.949   MT  0.99960106   -0 03 26.1
 EJ1922
 EJ1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1922!SPC AR S     -   0.99993645  x   0.99995236  =   0.99988882
 EJ1922!UTM  15      -   0.99993645  x   0.99960106  =   0.99953754
 EJ1922
 EJ1922|---------------------------------------------------------------------|
 EJ1922| PID    Reference Object                     Distance      Geod. Az  |
 EJ1922|                                                           dddmmss.s |
 EJ1922| CX7371 WEST RM 1 RESET                      10.080 METERS 02047     |
 EJ1922| CX7370 WEST RM 1                             9.952 METERS 02052     |
 EJ1922| CX7369 WEST AZ MK                                         0404604.2 |
 EJ1922| EJ1920 HOT SPRINGS OBSERVATION TOWER       APPROX. 5.2 KM 0765321.9 |
 EJ1922| EJ1870 LAKE CATHERINE FOOTWEAR CO TK       APPROX.13.1 KM 1124207.8 |
 EJ1922| EJ1954 CARPENTER DAM ARK P AND L TANK      APPROX. 9.4 KM 1353658.2 |
 EJ1922| CX7373 WEST RM 2 RESET                       8.592 METERS 14043     |
 EJ1922| CX7372 WEST RM 2                             8.688 METERS 14126     |
 EJ1922| EJ1923 WEST MTN AIRWAY WARNING LT 1         19.646 METERS 17932     |
 EJ1922|---------------------------------------------------------------------|
 EJ1922
 EJ1922                          SUPERSEDED SURVEY CONTROL
 EJ1922
 EJ1922  NAD 83(1986)-  34 30 24.29618(N)    093 06 03.73625(W) AD(       ) 1
 EJ1922  NAD 27      -  34 30 23.98047(N)    093 06 03.08184(W) AD(       ) 1
 EJ1922  NGVD 29 (07/19/86)  432.2    (m)         1418.     (f) VERT ANG       
 EJ1922
 EJ1922.Superseded values are not recommended for survey control.
 EJ1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1922.See file dsdata.txt to determine how the superseded data were derived.
 EJ1922
 EJ1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9072518350(NAD 83)
 EJ1922_MARKER: DD = SURVEY DISK
 EJ1922_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1922
 EJ1922  HISTORY     - Date     Condition        Report By
 EJ1922  HISTORY     - 1940     MONUMENTED       CGS
 EJ1922  HISTORY     - 1956     GOOD             CGS
 EJ1922  HISTORY     - 1963     GOOD             CGS
 EJ1922  HISTORY     - 1966     GOOD             CGS
 EJ1922  HISTORY     - 1973     GOOD             NGS
 EJ1922  HISTORY     - 19890116 GOOD             USFS
 EJ1922
 EJ1922                          STATION DESCRIPTION
 EJ1922
 EJ1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 EJ1922'STATION IS 3 MILES W OF HOT SPRINGS ON THE HIGHEST PART OF
 EJ1922'WEST MOUNTAIN, ABOUT 3/4 MILE S OF THE GAP BETWEEN WEST AND
 EJ1922'SUGAR MOUNTAINS.
 EJ1922'
 EJ1922'THE STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 EJ1922'IN THE TOP OF A 4-INCH CAST-IRON PIPE WHICH IS EMBEDDED
 EJ1922'IN THE GROUND.  THE MARK IS STAMPED WEST 1940.
 EJ1922'
 EJ1922'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 EJ1922'IN THE TOP OF A 4-INCH CAST-IRON PIPE WHICH IS EMBEDDED
 EJ1922'IN THE GROUND.  THE MARK IS STAMPED WEST NO. 1 1940.
 EJ1922'
 EJ1922'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 EJ1922'IN THE TOP OF A 4-INCH CAST-IRON PIPE WHICH IS EMBEDDED IN
 EJ1922'THE GROUND.  THE MARK IS STAMPED WEST NO. 2 1940.
 EJ1922'
 EJ1922'STATION AND BOTH REFERENCE MARKS PROJECT 12 INCHES.
 EJ1922'
 EJ1922'THE AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A 1- BY
 EJ1922'3-FOOT BOULDER WHICH PROJECTS ABOUT 4 INCHES.  THE MARK IS
 EJ1922'STAMPED WEST 1940 AND IS 1 MILE NE OF THE STATION, 29 FEET
 EJ1922'W OF THE SUGAR MOUNTAIN TRAIL, 19 FEET W OF AN 8-INCH PIPE
 EJ1922'WITH A TRIANGULAR BLAZE.
 EJ1922'
 EJ1922'TO REACH FROM HOT SPRINGS GO W ON WHITTINGTON AVENUE FROM
 EJ1922'THE JUNCTION OF WHITTINGTON AVENUE AND CENTRAL AVENUE,
 EJ1922'FOR 2.6 MILES TO THE SUMMIT OF THE ROAD GRADE BETWEEN WEST
 EJ1922'AND SUGAR MOUNTAINS.  THIS IS THE END OF TRUCK TRAVEL.  THE
 EJ1922'AZIMUTH MARK IS 200 FEET N OF HERE ON THE W SIDE OF THE TRAIL
 EJ1922'LEADING UP SUGAR MOUNTAIN.  TO REACH THE STATION GO S FROM
 EJ1922'THE END OF TRUCK TRAVEL ON THE FOOT TRAIL UP WEST MOUNTAIN
 EJ1922'FOR ABOUT 1 MILE TO THE HIGHEST POINT AND THE STATION.
 EJ1922'
 EJ1922'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 EJ1922
 EJ1922                          STATION RECOVERY (1956)
 EJ1922
 EJ1922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1922'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 EJ1922'MARK WERE RECOVERED AND FOUND TO BE AS DESCRIBED IN 1940
 EJ1922'WITH THE EXCEPTION THAT THE SUGAR MOUNTAIN TRAIL IS NOW
 EJ1922'A BLADED ROAD AND THE AZIMUTH MARK IS 31 FEET WEST OF ITS
 EJ1922'CENTER.  ALL OF THE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 EJ1922'
 EJ1922'THE DISTANCES TO REFERENCE MARKS 1 AND 2 WERE CHECKED AND
 EJ1922'FOUND TO BE CORRECT.  THE DIRECTIONS TO REFERENCE MARK 1
 EJ1922'AND THE AZIMUTH MARK WERE CHECKED AND FOUND TO BE CORRECT,
 EJ1922'BUT A DIFFERENCE IN DIRECTION WAS FOUND TO REFERENCE MARK 2.
 EJ1922'
 EJ1922'THE 1940 ROUTE WAS USED IN RECOVERY OF THE STATION AND THE
 EJ1922'AZIMUTH MARK AND FOUND TO BE ADEQUATE, BUT THE STATION CAN
 EJ1922'BE DRIVEN TO WITH A 4-WHEEL DRIVE VEHICLE AS FOLLOWS--FROM
 EJ1922'THE JUNCTION OF U.S. HIGHWAYS 70 AND 270 ON THE WEST SIDE
 EJ1922'OF HOT SPRINGS, DRIVE WEST ON U.S. HIGHWAY 270 FOR 1.9 MILES
 EJ1922'TO A SIDE ROAD ON THE RIGHT AT SIGN, MUSIC MOUNTAIN ROAD.
 EJ1922'TURN RIGHT AND DRIVE NORTH AND WEST FOR 0.2 MILE TO A SIDE
 EJ1922'ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE NORTHERLY ON BLADED
 EJ1922'ROAD FOR 0.3 MILE TO THE END OF THE ROAD AT THE JUNCTION
 EJ1922'OF TWO POWERLINES.  TURN RIGHT AND DRIVE NORTH UP THE RIDGE
 EJ1922'ON A DIM TRACK ROAD WHICH FOLLOWS THE POWERLINE FOR 1.1
 EJ1922'MILES TO THE SUMMIT OF THE MOUNTAIN AND THE STATION.
 EJ1922
 EJ1922                          STATION RECOVERY (1963)
 EJ1922
 EJ1922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 EJ1922'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EJ1922'RECOVERED.  THE STATION, AND THE TWO REFERENCE MARKS WERE
 EJ1922'FOUND LOOSE IN THE GROUND, AND WERE REINFORCED WITH CONCRETE
 EJ1922'AT THIS TIME.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 EJ1922'MARKS DID NOT CHECK.
 EJ1922'
 EJ1922'A NEW DESCRIPTION FOLLOWS.
 EJ1922'
 EJ1922'THE STATION IS LOCATED ABOUT 3 MILES WEST OF HOT SPRINGS,
 EJ1922'ON THE HIGHEST PART OF WEST MOUNTAIN, ABOUT 3/4 MILE SOUTH
 EJ1922'OF THE GAP BETWEEN WEST AND SUGAR MOUNTAINS.  IT IS A STANDARD
 EJ1922'TRIANGULATION STATION MARK DISK STAMPED WEST 1940, SET IN
 EJ1922'CONCRETE IN THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 12
 EJ1922'INCHES.  IT IS 64 FEET NORTH OF A POWER POLE WITH TWIN RED
 EJ1922'LIGHTS AT THE TOP, 42 FEET NORTHEAST OF A POWER POLE WITH
 EJ1922'A TRANSFORMER, AND 26 FEET SOUTH OF A 6 INCH OAK TREE.
 EJ1922'
 EJ1922'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 270, ON
 EJ1922'THE WEST SIDE OF HOT SPRINGS, GO WEST ON U.S. HIGHWAY 270
 EJ1922'FOR 1.35 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 EJ1922'NORTH AND WEST ON THE MAIN TRAVELED ROAD FOR 0.4 MILE TO A
 EJ1922'Y-FORK AND A WATER FOUNTAIN ON THE LEFT.  TAKE THE LEFT FORK
 EJ1922'AND GO NORTH UPHILL ON A GRADED ROAD FOR 0.9 MILE TO THE
 EJ1922'END OF THE GRADED ROAD.  FROM THIS POINT CONTINUE NORTHERLY
 EJ1922'ON A TRACK ROAD, FOLLOWING A POWER LINE FOR 0.75 MILE TO
 EJ1922'THE HIGHEST POINT OF THE SECOND HILL, THE END OF THE POWER
 EJ1922'LINE AND THE STATION.
 EJ1922'
 EJ1922'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF CENTRAL
 EJ1922'AVENUE AND WHITTINGTON AVENUE, IN THE NORTH PART OF DOWNTOWN
 EJ1922'HOT SPRINGS, GO WEST-NORTHWEST ON WHITTINGTON AVENUE FOR
 EJ1922'1.75 MILES TO THE END OF THE PAVED ROAD.  CONTINUE NORTHWEST
 EJ1922'ON A GRAVELED ROAD FOR 1.1 MILES TO THE TOP OF A GRADE AND
 EJ1922'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON WHITTINGTON
 EJ1922'HEIGHTS DRIVE FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EJ1922'
 EJ1922'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 EJ1922'WEST NO 1 1940, SET IN CONCRETE IN THE TOP OF A 4 INCH IRON
 EJ1922'PIPE THAT PROJECTS 12 INCHES.  IT IS 73 FEET NORTHEAST OF THE
 EJ1922'POWER POLE WITH THE TRANSFORMER, AND 15 FEET EAST OF THE
 EJ1922'6 INCH OAK TREE.
 EJ1922'
 EJ1922'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 EJ1922'WEST NO 2 1940, SET IN CONCRETE IN THE TOP OF A 4 INCH IRON
 EJ1922'PIPE THAT PROJECTS 12 INCHES.  IT IS 48 FEET EAST OF THE
 EJ1922'POWER POLE WITH THE TRANSFORMER, AND 46 FEET NORTHEAST OF THE
 EJ1922'POWER POLE WITH THE TWIN RED LIGHTS AT THE TOP.
 EJ1922'
 EJ1922'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WEST 1940, CEMENTED
 EJ1922'IN A DRILLED HOLE IN THE TOP OF A 1-3 FOOT BOULDER THAT
 EJ1922'PROJECTS 4 INCHES.  IT IS 34 FEET NORTHWEST OF THE CENTERLINE
 EJ1922'OF WHITTINGTON HEIGHTS DRIVE, 52 FEET SOUTHEAST OF A TELEPHONE
 EJ1922'POLE, 48 FEET NORTHEAST OF AN 8 INCH PINE TREE, 37 FEET SOUTH
 EJ1922'OF A 10 INCH OAK TREE, AND 33 FEET WEST OF AN 8 INCH PINE TREE.
 EJ1922'
 EJ1922'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EJ1922
 EJ1922                          STATION RECOVERY (1966)
 EJ1922
 EJ1922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 EJ1922'STATION WAS RECOVERED AS DESCRIBED.
 EJ1922'
 EJ1922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 EJ1922'LOCATED ABOUT 3 MILES WEST OF HOT SPRINGS.
 EJ1922
 EJ1922                          STATION RECOVERY (1973)
 EJ1922
 EJ1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 EJ1922'THE STATION WAS RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA
 EJ1922'SUPPLEMENT DATED OCTOBER 1965.  STATION IS LISTED AS NUMBER 1020.
 EJ1922
 EJ1922                          STATION RECOVERY (1989)
 EJ1922
 EJ1922'RECOVERY NOTE BY US FOREST SERVICE 1989 (CMS)
 EJ1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0939 ***********************************************************************
 FH0939  DESIGNATION -  WEST FORK
 FH0939  PID         -  FH0939
 FH0939  STATE/COUNTY-  AR/WASHINGTON
 FH0939  USGS QUAD   -  WEST FORK (1994)
 FH0939
 FH0939                         *CURRENT SURVEY CONTROL
 FH0939  ___________________________________________________________________
 FH0939* NAD 83(1997)-  35 56 49.55402(N)    094 10 37.30637(W)     ADJUSTED  
 FH0939* NAVD 88     -       414.744  (meters)    1360.71   (feet)  ADJUSTED  
 FH0939  ___________________________________________________________________
 FH0939  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 FH0939  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH0939  DYNAMIC HT  -         414.362 (meters)    1359.45  (feet)  COMP
 FH0939  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 FH0939
 FH0939  HORZ ORDER  -  SECOND
 FH0939  VERT ORDER  -  FIRST     CLASS II
 FH0939
 FH0939.The horizontal coordinates were established by classical geodetic methods
 FH0939.and adjusted by the National Geodetic Survey in September 1999..
 FH0939
 FH0939.The orthometric height was determined by differential leveling
 FH0939.and adjusted by the National Geodetic Survey in June 1991..
 FH0939
 FH0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 FH0939
 FH0939.The geoid height was determined by GEOID03.
 FH0939
 FH0939.The dynamic height is computed by dividing the NAVD 88
 FH0939.geopotential number by the normal gravity value computed on the
 FH0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0939.degrees latitude (g = 980.6199 gals.).
 FH0939
 FH0939.The modeled gravity was interpolated from observed gravity values.
 FH0939
 FH0939;                    North         East     Units Scale Factor Converg.
 FH0939;SPC AR N     -   181,207.178   203,604.633   MT  0.99995593   -1 16 00.5
 FH0939;SPC AR N     -   594,510.55    667,992.87   sFT  0.99995593   -1 16 00.5
 FH0939;UTM  15      - 3,978,721.061   393,843.979   MT  0.99973886   -0 41 27.7
 FH0939
 FH0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0939!SPC AR N     -   0.99993930  x   0.99995593  =   0.99989524
 FH0939!UTM  15      -   0.99993930  x   0.99973886  =   0.99967818
 FH0939
 FH0939|---------------------------------------------------------------------|
 FH0939| PID    Reference Object                     Distance      Geod. Az  |
 FH0939|                                                           dddmmss.s |
 FH0939| CI3591 WEST FORK RM 1                        7.841 METERS 01935     |
 FH0939| CI3590 WEST FORK AZ MK                                    0320556.1 |
 FH0939| FH0938 WEST FORK POINT A                     9.719 METERS 06950     |
 FH0939| FH0935 HARDT                               APPROX. 8.4 KM 1971947.2 |
 FH0939| CI3592 WEST FORK RM 2                        5.770 METERS 21209     |
 FH0939|---------------------------------------------------------------------|
 FH0939
 FH0939                          SUPERSEDED SURVEY CONTROL
 FH0939
 FH0939  NAD 83(1997)-  35 56 49.56458(N)    094 10 37.30636(W) AD(       ) 2
 FH0939  NAD 83(1986)-  35 56 49.56263(N)    094 10 37.30486(W) AD(       ) 2
 FH0939  NAD 27      -  35 56 49.27627(N)    094 10 36.56870(W) AD(       ) 2
 FH0939  NGVD 29 (10/05/93)  414.581  (m)         1360.17   (f) ADJUSTED    1 2
 FH0939
 FH0939.Superseded values are not recommended for survey control.
 FH0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0939.See file dsdata.txt to determine how the superseded data were derived.
 FH0939
 FH0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9384478721(NAD 83)
 FH0939_MARKER: DH = HORIZONTAL CONTROL DISK
 FH0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0939_SP_SET: CONCRETE POST
 FH0939_STAMPING: WEST FORK 1971
 FH0939_MARK LOGO: NGS   
 FH0939_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FH0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0939+STABILITY: SURFACE MOTION
 FH0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0939+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1989
 FH0939
 FH0939  HISTORY     - Date     Condition        Report By
 FH0939  HISTORY     - 1971     MONUMENTED       NGS
 FH0939  HISTORY     - 1971     GOOD             NGS
 FH0939  HISTORY     - 1972     GOOD             NGS
 FH0939  HISTORY     - 1983     GOOD             NGS
 FH0939  HISTORY     - 1985     MARK NOT FOUND   ARHD
 FH0939  HISTORY     - 19850101 GOOD             NGS
 FH0939  HISTORY     - 1987     GOOD             USPSQD
 FH0939  HISTORY     - 1989     GOOD             USPSQD
 FH0939  HISTORY     - 19891113 GOOD             NGS
 FH0939  HISTORY     - 19990515 GOOD             USPSQD
 FH0939
 FH0939                          STATION DESCRIPTION
 FH0939
 FH0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FH0939'THE STATION IS IN THE NORTH EDGE OF WEST FORK, IN THE SOUTHWEST 1/4
 FH0939'OF SECTION 28, T. 15 N., R. 30 W., ON THE WEST SIDE OF U. S. HIGHWAY
 FH0939'71 AND ON ROAD RIGHT-OF-WAY.
 FH0939'
 FH0939'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 71 AND STATE
 FH0939'HIGHWAY 170 IN THE EAST EDGE OF WEST FORK, GO NORTH ON U. S. HIGHWAY
 FH0939'71 FOR 0.9 MILE TO A HIGHWAY MAINTENANCE SHOP ON THE LEFT.
 FH0939'CONTINUE NORTH ON U. S. HIGHWAY 71 FOR 0.2 MILE TO THE STATION ON
 FH0939'THE LEFT.
 FH0939'
 FH0939'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON U. S.
 FH0939'HIGHWAY 71 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 FH0939'
 FH0939'STATION MARKS ARE STANDARD DISKS, STAMPED WEST FORK 1971, THE SURFACE
 FH0939'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 FH0939'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.0 FEET WEST OF THE
 FH0939'CENTERLINE OF U. S. HIGHWAY 71, 21.5 FEET NORTH OF A FENCE CORNER
 FH0939'AND 3.6 FEET EAST OF A WITNESS POST AND FENCE.  THE UNDERGROUND MARK
 FH0939'IS SET IN AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND
 FH0939'SURFACE.
 FH0939'
 FH0939'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WEST FORK NO 1 1971, SET
 FH0939'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FH0939'WITH THE GROUND SURFACE.  IT IS 50.0 FEET WEST OF THE CENTERLINE OF
 FH0939'U. S. HIGHWAY 71, 25.5 FEET NORTH OF THE WITNESS POST, 1.0 FOOT
 FH0939'EAST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FH0939'
 FH0939'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WEST FORK NO 2 1971, SET
 FH0939'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 FH0939'WITH THE GROUND SURFACE.  IT IS 50.0 FEET WEST OF THE CENTERLINE OF
 FH0939'U. S. HIGHWAY 71, 18.9 FEET SOUTH OF THE WITNESS POST, 2.5 FEET
 FH0939'NORTHEAST OF THE FENCE CORNER AND ABOUT THE SAME ELEVATION AS THE
 FH0939'STATION.
 FH0939'
 FH0939'AZIMUTH MARK IS A STANDARD DISK, STAMPED WEST FORK 1971, CEMENTED IN
 FH0939'A DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE
 FH0939'CULVERT.  IT IS 28.0 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY
 FH0939'71 AND 3.1 FEET EAST OF A WITNESS POST.
 FH0939'
 FH0939'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FH0939
 FH0939                          STATION RECOVERY (1971)
 FH0939
 FH0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FH0939'RECOVERED IN GOOD CONDITION.
 FH0939
 FH0939                          STATION RECOVERY (1972)
 FH0939
 FH0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 FH0939'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FH0939'
 FH0939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH EDGE OF WEST
 FH0939'FORK.
 FH0939
 FH0939                          STATION RECOVERY (1983)
 FH0939
 FH0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 FH0939'STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE
 FH0939'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FH0939'
 FH0939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH EDGE OF WEST
 FH0939'FORK.
 FH0939
 FH0939                          STATION RECOVERY (1985)
 FH0939
 FH0939'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1985 (LB)
 FH0939'WEST FORK 1971 AZ MK FOUND GOOD - TO BE DESTROYED BY CONSTRUCTION
 FH0939'ROAD WIDENING PROJECT.
 FH0939
 FH0939                          STATION RECOVERY (1985)
 FH0939
 FH0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (DDR)
 FH0939'ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS PREVIOUSLY DESCRIBED IN
 FH0939'THE 1971 DESCRIPTION.  THE ANGLES AND DISTANCES TO THE REFERENCE MARKS
 FH0939'DID NOT CHECK THE 1971 DESCRIPTION AS NOTED ABOVE.  THE AZIMUTH MARK
 FH0939'WAS GOING TO BE DESTROYED BY ROAD CONSTRUCTION AND A NEW AZIMUTH MARK
 FH0939'WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK IS A STANDARD NGS
 FH0939'DISK, STAMPED-WEST FORK 1971 NO 2 1985-, SET IN THE TOP OF A ROUND
 FH0939'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 17.98 M (58.99 FT) EAST
 FH0939'OF THE CENTER OF HIGHWAY 71, 4.11 M (13.48 FT) SOUTH OF A FENCE
 FH0939'CORNER, 3.04 M (9.97 FT) NORTH OF THE CENTER OF FIELD ENTRANCE, 0.61 M
 FH0939'(2.00 FT) NORTH NORTHWEST OF A POWER POLE, 0.46 M (1.51 FT) WEST
 FH0939'SOUTHWEST OF CONCRETE RIGHT-OF-WAY MARKER AND 0.37 M (1.21 FT) WEST OF
 FH0939'A METAL WITNESS POST AND SIGN IN FENCELINE.
 FH0939
 FH0939                          STATION RECOVERY (1987)
 FH0939
 FH0939'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0939'RECOVERED IN GOOD CONDITION.
 FH0939
 FH0939                          STATION RECOVERY (1989)
 FH0939
 FH0939'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 FH0939'RECOVERED IN GOOD CONDITION.
 FH0939
 FH0939                          STATION RECOVERY (1989)
 FH0939
 FH0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0939'1.7 KM (1.05 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 FH0939'OF STATE HIGHWAY 170 IN WEST FORK, 0.3 KM (0.20 MI) NORTH OF THE
 FH0939'INTERSECTION OF STATE HIGHWAY 30, 19.3 M (63.3 FT) NORTH OF THE
 FH0939'NORTHEAST CORNER OF THE NOW AND THEN ANTIQUES SHOP, 14.6 M (47.9 FT)
 FH0939'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.4 M (27.6 FT) NORTH OF
 FH0939'A UTILITY POLE, 2.2 M (7.2 FT) EAST OF A FENCE, 1.1 M (3.6 FT) EAST
 FH0939'OF A WITNESS POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 FH0939'IN A CONCRETE MONUMENT THAT IS 0.1 M (0.3 FT) BELOW THE GROUND
 FH0939'SURFACE.
 FH0939
 FH0939                          STATION RECOVERY (1999)
 FH0939
 FH0939'RECOVERY NOTE BY US POWER SQUADRON 1999
 FH0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1250 ***********************************************************************
 FH1250  DESIGNATION -  WEST FORK AZ MK 2
 FH1250  PID         -  FH1250
 FH1250  STATE/COUNTY-  AR/WASHINGTON
 FH1250  USGS QUAD   -  WEST FORK (1994)
 FH1250
 FH1250                         *CURRENT SURVEY CONTROL
 FH1250  ___________________________________________________________________
 FH1250* NAD 83(1986)-  35 57 02.     (N)    094 10 28.     (W)     SCALED    
 FH1250* NAVD 88     -       411.649  (meters)    1350.55   (feet)  ADJUSTED  
 FH1250  ___________________________________________________________________
 FH1250  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH1250  DYNAMIC HT  -         411.270 (meters)    1349.31  (feet)  COMP
 FH1250  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 FH1250
 FH1250  VERT ORDER  -  FIRST     CLASS II
 FH1250
 FH1250.The horizontal coordinates were scaled from a topographic map and have
 FH1250.an estimated accuracy of +/- 6 seconds.
 FH1250
 FH1250.The orthometric height was determined by differential leveling
 FH1250.and adjusted by the National Geodetic Survey in June 1991..
 FH1250
 FH1250.The geoid height was determined by GEOID03.
 FH1250
 FH1250.The dynamic height is computed by dividing the NAVD 88
 FH1250.geopotential number by the normal gravity value computed on the
 FH1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1250.degrees latitude (g = 980.6199 gals.).
 FH1250
 FH1250.The modeled gravity was interpolated from observed gravity values.
 FH1250
 FH1250;                    North         East    Units  Estimated Accuracy
 FH1250;SPC AR N     -   181,590.      203,850.      MT  (+/- 180 meters Scaled)
 FH1250
 FH1250                          SUPERSEDED SURVEY CONTROL
 FH1250
 FH1250  NGVD 29 (10/05/93)  411.485  (m)         1350.01   (f) ADJUSTED    1 2
 FH1250
 FH1250.Superseded values are not recommended for survey control.
 FH1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1250.See file dsdata.txt to determine how the superseded data were derived.
 FH1250
 FH1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV940791(NAD 83)
 FH1250_MARKER: DZ = AZIMUTH MARK DISK
 FH1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1250_SP_SET: CONCRETE POST
 FH1250_STAMPING: WEST FORK 1971 NO 2 1985
 FH1250_MARK LOGO: NGS   
 FH1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1250+STABILITY: SURFACE MOTION
 FH1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1250+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1989
 FH1250
 FH1250  HISTORY     - Date     Condition        Report By
 FH1250  HISTORY     - 1985     MONUMENTED       NGS
 FH1250  HISTORY     - 1987     GOOD             USPSQD
 FH1250  HISTORY     - 19891113 GOOD             NGS
 FH1250  HISTORY     - 19990515 GOOD             USPSQD
 FH1250
 FH1250                          STATION DESCRIPTION
 FH1250
 FH1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (DDR)
 FH1250'THE STATION IS LOCATED AT THE NORTH EDGE OF WEST FORK, IN THE
 FH1250'SOUTHWEST QUARTER OF SECTION 28, T.15N, R.30W, ON THE EAST
 FH1250'RIGHT-OF-WAY OF US HIGHWAY 71, 0.29 MI (0.47 KM) NORTH NORTHEAST OF
 FH1250'STATION WEST FORK 1971.  TO REACH FROM THE JUNCTION OF US HIGHWAY 71
 FH1250'AND STATE HIGHWAY 170, IN THE EAST EDGE OF WEST FORK, GO NORTH ON US
 FH1250'HIGHWAY 71 FOR 0.9 MI (1.45 KM) TO A HIGHWAY MAINTENANCE SHOP ON THE
 FH1250'LEFT, CONTINUE NORTH ON HIGHWAY 71 FOR 0.2 MI (0.32 KM) TO STATION
 FH1250'WEST FORK 1971 ON THE LEFT, CONTINUE NORTH ON HIGHWAY 71 FOR 0.29 MI
 FH1250'(0.47 KM) TO MARK ON THE RIGHT.  THE AZIMUTH MARK IS A STANDARD NGS
 FH1250'DISK, STAMPED-WEST FORK 1971 NO 2 1985-, SET IN THE TOP OF A ROUND
 FH1250'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 17.98 M (58.99 FT) EAST
 FH1250'OF THE CENTER OF HIGHWAY, 4.11 M (13.48 FT) SOUTH OF A FENCE CORNER,
 FH1250'3.04 M (9.97 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.61 M (2.00
 FH1250'FT) NORTH NORTHWEST OF A POWER POLE, 0.46 M (1.51 FT) WEST SOUTHWEST
 FH1250'OF A CONCRETE RIGHT-OF-WAY MARKER AND 0.37 M (1.21 FT) WEST OF A METAL
 FH1250'WITNESS POST AND SIGN SET IN FENCELINE.
 FH1250
 FH1250                          STATION RECOVERY (1987)
 FH1250
 FH1250'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH1250'RECOVERED IN GOOD CONDITION.
 FH1250
 FH1250                          STATION RECOVERY (1989)
 FH1250
 FH1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH1250'2.1 KM (1.30 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 FH1250'OF STATE HIGHWAY 170 IN WEST FORK, 0.65 KM (0.40 MI) NORTH OF THE
 FH1250'INTERSECTION OF STATE HIGHWAY 30, 17.5 M (57.4 FT) EAST OF THE
 FH1250'CENTERLINE OF THE HIGHWAY, 2.8 M (9.2 FT) NORTH OF THE CENTER OF A
 FH1250'FIELD ENTRANCE, 0.8 M (2.6 FT) WEST OF A FENCE, 0.7 M (2.3 FT) SOUTH
 FH1250'OF A WITNESS POST, 0.7 M (2.3 FT) NORTHWEST OF A UTILITY POLE, AND IN
 FH1250'A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 FH1250'SURFACE.
 FH1250
 FH1250                          STATION RECOVERY (1999)
 FH1250
 FH1250'RECOVERY NOTE BY US POWER SQUADRON 1999
 FH1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0908 ***********************************************************************
 EH0908  DESIGNATION -  WEST HELENA AZ MK RESET
 EH0908  PID         -  EH0908
 EH0908  STATE/COUNTY-  AR/PHILLIPS
 EH0908  USGS QUAD   -  WEST HELENA (1982)
 EH0908
 EH0908                         *CURRENT SURVEY CONTROL
 EH0908  ___________________________________________________________________
 EH0908* NAD 83(1986)-  34 33 00.     (N)    090 38 55.     (W)     SCALED    
 EH0908* NAVD 88     -        76.78   (meters)     251.9    (feet)  RESET     
 EH0908  ___________________________________________________________________
 EH0908  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0908
 EH0908  VERT ORDER  -  THIRD
 EH0908
 EH0908.The horizontal coordinates were scaled from a topographic map and have
 EH0908.an estimated accuracy of +/- 6 seconds.
 EH0908
 EH0908.The orthometric height was computed from unverified reset data.
 EH0908.No vertical observational check was made to the station.
 EH0908
 EH0908.The geoid height was determined by GEOID03.
 EH0908
 EH0908;                    North         East    Units  Estimated Accuracy
 EH0908;SPC AR S     -   609,710.      524,030.      MT  (+/- 180 meters Scaled)
 EH0908
 EH0908                          SUPERSEDED SURVEY CONTROL
 EH0908
 EH0908  NGVD 29 (??/??/??)   76.82   (m)          252.0    (f) RESET       3  
 EH0908
 EH0908.Superseded values are not recommended for survey control.
 EH0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0908.See file dsdata.txt to determine how the superseded data were derived.
 EH0908
 EH0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU157256(NAD 83)
 EH0908_MARKER: DZ = AZIMUTH MARK DISK
 EH0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0908_STAMPING: WEST HELENA AZ. MK RESET 1965
 EH0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0908+STABILITY: SURFACE MOTION
 EH0908
 EH0908  HISTORY     - Date     Condition        Report By
 EH0908  HISTORY     - 1965     MONUMENTED       CGS
 EH0908  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0908
 EH0908                          STATION DESCRIPTION
 EH0908
 EH0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EH0908'0.85 MI NW FROM WEST HELENA.
 EH0908'LOCATED 0.85 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE BAPTIST
 EH0908'CHURCH IN WEST HELENA, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 EH0908'ANDERSON STREET AND STATE HIGHWAY 49, AT THE SOUTHEAST CORNER OF THE
 EH0908'RAINBOW INN COURTS AND BETWEEN THE COURTS AND GENES STEAK HOUSE.  IT
 EH0908'IS 1 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF THE RAINBOW INN COURTS,
 EH0908'22 FEET WEST OF THE SOUTHWEST CORNER OF THE GENES STEAKHOUSE, 56 FEET
 EH0908'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 49.  IT IS A STANDARD
 EH0908'DISK, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 1
 EH0908'INCH.
 EH0908
 EH0908                          STATION RECOVERY (1976)
 EH0908
 EH0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2864 ***********************************************************************
 EH2864  DESIGNATION -  WEST HELENA CHICAGO MILL CO TK
 EH2864  PID         -  EH2864
 EH2864  STATE/COUNTY-  AR/PHILLIPS
 EH2864  USGS QUAD   -  WEST HELENA (1982)
 EH2864
 EH2864                         *CURRENT SURVEY CONTROL
 EH2864  ___________________________________________________________________
 EH2864* NAD 83(1997)-  34 32 43.90649(N)    090 39 28.14897(W)     ADJUSTED  
 EH2864* NAVD 88     -                                                        
 EH2864  ___________________________________________________________________
 EH2864  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 EH2864  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH2864
 EH2864  HORZ ORDER  -  THIRD
 EH2864
 EH2864.The horizontal coordinates were established by classical geodetic methods
 EH2864.and adjusted by the National Geodetic Survey in September 1999..
 EH2864
 EH2864
 EH2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2864
 EH2864.The geoid height was determined by GEOID03.
 EH2864
 EH2864;                    North         East     Units Scale Factor Converg.
 EH2864;SPC AR S     -   609,200.330   523,190.126   MT  0.99995816   +0 45 04.3
 EH2864;SPC AR S     - 1,998,684.75  1,716,499.61   sFT  0.99995816   +0 45 04.3
 EH2864;SPC MS W     -   559,506.153   670,216.870   MT  0.99996093   -0 11 02.4
 EH2864;SPC MS W     - 1,835,646.44  2,198,869.85   sFT  0.99996093   -0 11 02.4
 EH2864;UTM  15      - 3,825,137.789   714,924.377   MT  1.00016939   +1 19 43.2
 EH2864
 EH2864                          SUPERSEDED SURVEY CONTROL
 EH2864
 EH2864  NAD 83(1997)-  34 32 43.90717(N)    090 39 28.14960(W) AD(       ) 4
 EH2864  NAD 83(1997)-  34 32 43.90726(N)    090 39 28.14908(W) AD(       ) 4
 EH2864  NAD 83(1986)-  34 32 43.91425(N)    090 39 28.14753(W) AD(       ) 4
 EH2864  NAD 27      -  34 32 43.54900(N)    090 39 27.75800(W) AD(       ) 3
 EH2864
 EH2864.Superseded values are not recommended for survey control.
 EH2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2864.See file dsdata.txt to determine how the superseded data were derived.
 EH2864
 EH2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1492425138(NAD 83)
 EH2864_MARKER: 53 = ELEVATED TANK
 EH2864
 EH2864  HISTORY     - Date     Condition        Report By
 EH2864  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2864
 EH2864                          STATION DESCRIPTION
 EH2864
 EH2864'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2864'THE STATION IS LOCATED IN THE WEST EDGE OF WEST HELENA, 0.1 MILE
 EH2864'WEST OF THE WEST END OF CHICAGO STREET.  IT IS A 4 LEGGED STEEL
 EH2864'STRUCTURE SUPPORTING A TANK WITH A CONICAL SHAPED ROOF AND
 EH2864'HAS AN OVERALL HEIGHT OF APPROXIMATELY 120 FEET.
 EH2864'
 EH2864'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF
 EH2864'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2863 ***********************************************************************
 EH2863  DESIGNATION -  WEST HELENA MUNICIPAL TANK
 EH2863  PID         -  EH2863
 EH2863  STATE/COUNTY-  AR/PHILLIPS
 EH2863  USGS QUAD   -  WEST HELENA (1982)
 EH2863
 EH2863                         *CURRENT SURVEY CONTROL
 EH2863  ___________________________________________________________________
 EH2863* NAD 83(1997)-  34 32 41.80419(N)    090 38 45.36407(W)     ADJUSTED  
 EH2863* NAVD 88     -                                                        
 EH2863  ___________________________________________________________________
 EH2863  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 EH2863  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH2863
 EH2863  HORZ ORDER  -  THIRD
 EH2863
 EH2863.The horizontal coordinates were established by classical geodetic methods
 EH2863.and adjusted by the National Geodetic Survey in September 1999..
 EH2863
 EH2863
 EH2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2863
 EH2863.The geoid height was determined by GEOID03.
 EH2863
 EH2863;                    North         East     Units Scale Factor Converg.
 EH2863;SPC AR S     -   609,149.922   524,281.739   MT  0.99995806   +0 45 28.3
 EH2863;SPC AR S     - 1,998,519.37  1,720,081.01   sFT  0.99995806   +0 45 28.3
 EH2863;SPC MS W     -   559,437.936   671,307.518   MT  0.99996014   -0 10 38.1
 EH2863;SPC MS W     - 1,835,422.63  2,202,448.08   sFT  0.99996014   -0 10 38.1
 EH2863;UTM  15      - 3,825,098.378   716,016.676   MT  1.00017520   +1 20 07.4
 EH2863
 EH2863                          SUPERSEDED SURVEY CONTROL
 EH2863
 EH2863  NAD 83(1997)-  34 32 41.80488(N)    090 38 45.36471(W) AD(       ) 4
 EH2863  NAD 83(1997)-  34 32 41.80494(N)    090 38 45.36412(W) AD(       ) 4
 EH2863  NAD 83(1986)-  34 32 41.81194(N)    090 38 45.36277(W) AD(       ) 4
 EH2863  NAD 27      -  34 32 41.44700(N)    090 38 44.97600(W) AD(       ) 3
 EH2863
 EH2863.Superseded values are not recommended for survey control.
 EH2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2863.See file dsdata.txt to determine how the superseded data were derived.
 EH2863
 EH2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1601725098(NAD 83)
 EH2863_MARKER: 53 = ELEVATED TANK
 EH2863
 EH2863  HISTORY     - Date     Condition        Report By
 EH2863  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2863
 EH2863                          STATION DESCRIPTION
 EH2863
 EH2863'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EH2863'THE STATION IS LOCATED 1 BLOCK NORTH OF PLAZA STREET AND
 EH2863'200 FEET WEST OF FIRST STREET IN WEST HELENA.  IT IS A 6 LEGGED
 EH2863'STEEL STRUCTURE SUPPORTING A TANK WITH A CONICAL SHAPED ROOF
 EH2863'AND HAS AN OVERALL HEIGHT OF 135 FEET.
 EH2863'
 EH2863'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF
 EH2863'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2861 ***********************************************************************
 EH2861  DESIGNATION -  WEST HELENA PEKIN WOOD CO STK
 EH2861  PID         -  EH2861
 EH2861  STATE/COUNTY-  AR/PHILLIPS
 EH2861  USGS QUAD   -  WEST HELENA (1982)
 EH2861
 EH2861                         *CURRENT SURVEY CONTROL
 EH2861  ___________________________________________________________________
 EH2861* NAD 83(1997)-  34 33 02.02086(N)    090 39 07.53920(W)     ADJUSTED  
 EH2861* NAVD 88     -                                                        
 EH2861  ___________________________________________________________________
 EH2861  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 EH2861  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH2861
 EH2861  HORZ ORDER  -  THIRD
 EH2861
 EH2861.The horizontal coordinates were established by classical geodetic methods
 EH2861.and adjusted by the National Geodetic Survey in September 1999..
 EH2861
 EH2861
 EH2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2861
 EH2861.The geoid height was determined by GEOID03.
 EH2861
 EH2861;                    North         East     Units Scale Factor Converg.
 EH2861;SPC AR S     -   609,765.348   523,708.202   MT  0.99995894   +0 45 15.9
 EH2861;SPC AR S     - 2,000,538.48  1,718,199.33   sFT  0.99995894   +0 45 15.9
 EH2861;SPC MS W     -   560,062.641   670,744.100   MT  0.99996055   -0 10 50.8
 EH2861;SPC MS W     - 1,837,472.18  2,200,599.60   sFT  0.99996055   -0 10 50.8
 EH2861;UTM  15      - 3,825,708.122   715,436.839   MT  1.00017211   +1 19 55.5
 EH2861
 EH2861                          SUPERSEDED SURVEY CONTROL
 EH2861
 EH2861  NAD 83(1997)-  34 33 02.02155(N)    090 39 07.53978(W) AD(       ) 4
 EH2861  NAD 83(1997)-  34 33 02.02167(N)    090 39 07.53923(W) AD(       ) 4
 EH2861  NAD 83(1986)-  34 33 02.02856(N)    090 39 07.53779(W) AD(       ) 4
 EH2861  NAD 27      -  34 33 01.66300(N)    090 39 07.15000(W) AD(       ) 3
 EH2861
 EH2861.Superseded values are not recommended for survey control.
 EH2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2861.See file dsdata.txt to determine how the superseded data were derived.
 EH2861
 EH2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1543725708(NAD 83)
 EH2861_MARKER: 63 = STACK
 EH2861
 EH2861  HISTORY     - Date     Condition        Report By
 EH2861  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2861
 EH2861                          STATION DESCRIPTION
 EH2861
 EH2861'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2861'THE STATION IS LOCATED IN THE NORTH PART OF WEST HELENA AT
 EH2861'THE POWER PLANT OF THE PEKIN WOOD PRODUCTS CO., 0.45 MILE
 EH2861'NORTH OF PLAZA STREET AND 0.15 MILE WEST OF STATE HIGHWAY
 EH2861'20.  IT IS A LARGE CONCRETE STACK 12 FEET IN DIAMETER AT THE
 EH2861'BASE AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 210 FEET.
 EH2861'
 EH2861'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2862 ***********************************************************************
 EH2862  DESIGNATION -  WEST HELENA PEKIN WOOD CO TANK
 EH2862  PID         -  EH2862
 EH2862  STATE/COUNTY-  AR/PHILLIPS
 EH2862  USGS QUAD   -  WEST HELENA (1982)
 EH2862
 EH2862                         *CURRENT SURVEY CONTROL
 EH2862  ___________________________________________________________________
 EH2862* NAD 83(1997)-  34 32 58.86636(N)    090 39 03.36574(W)     ADJUSTED  
 EH2862* NAVD 88     -                                                        
 EH2862  ___________________________________________________________________
 EH2862  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 EH2862  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH2862
 EH2862  HORZ ORDER  -  THIRD
 EH2862
 EH2862.The horizontal coordinates were established by classical geodetic methods
 EH2862.and adjusted by the National Geodetic Survey in September 1999..
 EH2862
 EH2862
 EH2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2862
 EH2862.The geoid height was determined by GEOID03.
 EH2862
 EH2862;                    North         East     Units Scale Factor Converg.
 EH2862;SPC AR S     -   609,669.558   523,815.874   MT  0.99995880   +0 45 18.2
 EH2862;SPC AR S     - 2,000,224.21  1,718,552.58   sFT  0.99995880   +0 45 18.2
 EH2862;SPC MS W     -   559,965.106   670,850.195   MT  0.99996047   -0 10 48.4
 EH2862;SPC MS W     - 1,837,152.19  2,200,947.68   sFT  0.99996047   -0 10 48.4
 EH2862;UTM  15      - 3,825,613.402   715,545.495   MT  1.00017269   +1 19 57.8
 EH2862
 EH2862                          SUPERSEDED SURVEY CONTROL
 EH2862
 EH2862  NAD 83(1997)-  34 32 58.86704(N)    090 39 03.36634(W) AD(       ) 4
 EH2862  NAD 83(1997)-  34 32 58.86715(N)    090 39 03.36578(W) AD(       ) 4
 EH2862  NAD 83(1986)-  34 32 58.87402(N)    090 39 03.36438(W) AD(       ) 4
 EH2862  NAD 27      -  34 32 58.50900(N)    090 39 02.97600(W) AD(       ) 3
 EH2862
 EH2862.Superseded values are not recommended for survey control.
 EH2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2862.See file dsdata.txt to determine how the superseded data were derived.
 EH2862
 EH2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1554525613(NAD 83)
 EH2862_MARKER: 53 = ELEVATED TANK
 EH2862
 EH2862  HISTORY     - Date     Condition        Report By
 EH2862  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2862
 EH2862                          STATION DESCRIPTION
 EH2862
 EH2862'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2862'THE STATION IS LOCATED IN THE NORTH PART OF WEST HELENA, 0.35
 EH2862'MILE NORTH OF PLAZA STREET AND 0.1 MILE WEST OF STATE HIGHWAY
 EH2862'20 NEAR THE CENTER OF THE PEKIN WOOD PRODUCTS CO. PLANT.  IT IS A
 EH2862'FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK WITH A CONICAL
 EH2862'SHAPED ROOF AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 135
 EH2862'FEET.
 EH2862'
 EH2862'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0913 ***********************************************************************
 EH0913  DESIGNATION -  WEST HELENA RM 2
 EH0913  PID         -  EH0913
 EH0913  STATE/COUNTY-  AR/PHILLIPS
 EH0913  USGS QUAD   -  WEST HELENA (1982)
 EH0913
 EH0913                         *CURRENT SURVEY CONTROL
 EH0913  ___________________________________________________________________
 EH0913* NAD 83(1986)-  34 32 38.     (N)    090 38 37.     (W)     SCALED    
 EH0913* NAVD 88     -        79.201  (meters)     259.85   (feet)  ADJUSTED  
 EH0913  ___________________________________________________________________
 EH0913  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0913  DYNAMIC HT  -          79.124 (meters)     259.59  (feet)  COMP
 EH0913  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EH0913
 EH0913  VERT ORDER  -  FIRST     CLASS II
 EH0913
 EH0913.The horizontal coordinates were scaled from a topographic map and have
 EH0913.an estimated accuracy of +/- 6 seconds.
 EH0913
 EH0913.The orthometric height was determined by differential leveling
 EH0913.and adjusted by the National Geodetic Survey in June 1991..
 EH0913
 EH0913.The geoid height was determined by GEOID03.
 EH0913
 EH0913.The dynamic height is computed by dividing the NAVD 88
 EH0913.geopotential number by the normal gravity value computed on the
 EH0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0913.degrees latitude (g = 980.6199 gals.).
 EH0913
 EH0913.The modeled gravity was interpolated from observed gravity values.
 EH0913
 EH0913;                    North         East    Units  Estimated Accuracy
 EH0913;SPC AR S     -   609,040.      524,500.      MT  (+/- 180 meters Scaled)
 EH0913
 EH0913                          SUPERSEDED SURVEY CONTROL
 EH0913
 EH0913  NGVD 29 (??/??/??)   79.236  (m)          259.96   (f) ADJUSTED    1 2
 EH0913
 EH0913.Superseded values are not recommended for survey control.
 EH0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0913.See file dsdata.txt to determine how the superseded data were derived.
 EH0913
 EH0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU162249(NAD 83)
 EH0913_MARKER: DR = REFERENCE MARK DISK
 EH0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0913_SP_SET: CURB
 EH0913_STAMPING: W HELENA NO 2 1953
 EH0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0913
 EH0913  HISTORY     - Date     Condition        Report By
 EH0913  HISTORY     - 1953     MONUMENTED       CGS
 EH0913  HISTORY     - 1956     GOOD             CGS
 EH0913  HISTORY     - 1976     GOOD             NGS
 EH0913
 EH0913                          STATION DESCRIPTION
 EH0913
 EH0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0913'IN WEST HELENA.
 EH0913'AT WEST HELENA, ABOUT 0.35 MILE WEST ALONG PLAZA STREET (STATE HIGHWAY
 EH0913'20) FROM THE BAPTIST CHURCH, ABOUT 0.1 MILE EAST ALONG PLAZA FROM THE
 EH0913'NEW CITY HALL BUILDING, ABOUT 60 YARDS WEST OF THE POST OFFICE, AT THE
 EH0913'JUNCTION OF PLAZA AND STATE HIGHWAY 20 LEADING NORTHWEST (HIGHWAY
 EH0913'FOLLOWS PLAZA TO THE EAST), ABOUT 25 YARDS SOUTHWEST OF CENTER LINE OF
 EH0913'HIGHWAY 20 LEASDING NORTHWEST, IN THE TOP OF THE SOUTH CONCRETE CURB
 EH0913'OF THE SOUTH LANE OF PLAZA STREET, 55 FEET WEST OF NORTHWEST CORNER OF
 EH0913'SMALL BUS WAITING SHED, 83 FEET EAST OF NORTHEAST CORNER OF ICE PLANT
 EH0913'BUILDING AND 72 FEET NORTHEAST OF NORTHEAST CORNER OF EAST WING OF ICE
 EH0913'PLANT BUILDING.
 EH0913
 EH0913                          STATION RECOVERY (1976)
 EH0913
 EH0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2039 ***********************************************************************
 FF2039  DESIGNATION -  WEST MEMPHIS E MUN TANK
 FF2039  PID         -  FF2039
 FF2039  STATE/COUNTY-  AR/CRITTENDEN
 FF2039  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2039
 FF2039                         *CURRENT SURVEY CONTROL
 FF2039  ___________________________________________________________________
 FF2039* NAD 83(1997)-  35 09 13.70782(N)    090 09 15.59135(W)     ADJUSTED  
 FF2039* NAVD 88     -                                                        
 FF2039  ___________________________________________________________________
 FF2039  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 FF2039  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF2039
 FF2039  HORZ ORDER  -  THIRD
 FF2039
 FF2039.The horizontal coordinates were established by classical geodetic methods
 FF2039.and adjusted by the National Geodetic Survey in September 1999..
 FF2039
 FF2039
 FF2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2039
 FF2039.The geoid height was determined by GEOID03.
 FF2039
 FF2039;                    North         East     Units Scale Factor Converg.
 FF2039;SPC AR N     -    92,600.779   568,155.961   MT  0.99996397   +1 04 26.4
 FF2039;SPC AR N     -   303,807.72  1,864,025.02   sFT  0.99996397   +1 04 26.4
 FF2039;SPC TN       -    99,065.397   221,576.458   MT  1.00001837   -2 25 55.6
 FF2039;SPC TN       -   325,017.06    726,955.43   sFT  1.00001837   -2 25 55.6
 FF2039;UTM  15      - 3,893,808.187   759,221.378   MT  1.00042821   +1 38 21.7
 FF2039
 FF2039                          SUPERSEDED SURVEY CONTROL
 FF2039
 FF2039  NAD 83(1997)-  35 09 13.70799(N)    090 09 15.59134(W) AD(       ) 4
 FF2039  NAD 83(1997)-  35 09 13.71221(N)    090 09 15.59138(W) AD(       ) 4
 FF2039  NAD 83(1986)-  35 09 13.71829(N)    090 09 15.59203(W) AD(       ) 4
 FF2039  NAD 27      -  35 09 13.39176(N)    090 09 15.25373(W) AD(       ) 3
 FF2039
 FF2039.Superseded values are not recommended for survey control.
 FF2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2039.See file dsdata.txt to determine how the superseded data were derived.
 FF2039
 FF2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5922193808(NAD 83)
 FF2039_MARKER: 52 = STANDPIPE TANK
 FF2039
 FF2039  HISTORY     - Date     Condition        Report By
 FF2039  HISTORY     - 1979     FIRST OBSERVED   NGS
 FF2039
 FF2039                          STATION DESCRIPTION
 FF2039
 FF2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2039'THE STATION, WEST MEMPHIS EAST MUNICIPAL TANK, IS APEX OF
 FF2039'VENT.  THE TANK IS A SINGULAR COLUMN SPHEROID, 43 METERS IN
 FF2039'HEIGHT, WHITE IN COLOR WITH RED VERTICAL STRIPES.  IT HAS WEST
 FF2039'MEMPHIS, ARKANSAS PAINTED IN RED ACROSS CENTER AND IS OWNED BY
 FF2039'THE CITY OF WEST MEMPHIS.
 FF2039'
 FF2039'THE STATION IS LOCATED
 FF2039'3.2 KM EAST OF THE CENTER OF WEST MEMPHIS AND
 FF2039'0.2 KM SOUTHWEST OF INTERSTATE HIGHWAYS 40 AND 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2036 ***********************************************************************
 FF2036  DESIGNATION -  WEST MEMPHIS FED TANK
 FF2036  PID         -  FF2036
 FF2036  STATE/COUNTY-  AR/CRITTENDEN
 FF2036  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2036
 FF2036                         *CURRENT SURVEY CONTROL
 FF2036  ___________________________________________________________________
 FF2036* NAD 83(1997)-  35 08 46.34243(N)    090 10 41.69387(W)     ADJUSTED  
 FF2036* NAVD 88     -                                                        
 FF2036  ___________________________________________________________________
 FF2036  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FF2036  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF2036
 FF2036  HORZ ORDER  -  THIRD
 FF2036
 FF2036.The horizontal coordinates were established by classical geodetic methods
 FF2036.and adjusted by the National Geodetic Survey in September 1999..
 FF2036
 FF2036
 FF2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2036
 FF2036.The geoid height was determined by GEOID03.
 FF2036
 FF2036;                    North         East     Units Scale Factor Converg.
 FF2036;SPC AR N     -    91,717.036   565,992.740   MT  0.99996497   +1 03 36.3
 FF2036;SPC AR N     -   300,908.31  1,856,927.85   sFT  0.99996497   +1 03 36.3
 FF2036;SPC TN       -    98,315.561   219,363.119   MT  1.00001994   -2 26 46.0
 FF2036;SPC TN       -   322,556.97    719,693.83   sFT  1.00001994   -2 26 46.0
 FF2036;UTM  15      - 3,892,902.731   757,065.997   MT  1.00041450   +1 37 31.0
 FF2036
 FF2036                          SUPERSEDED SURVEY CONTROL
 FF2036
 FF2036  NAD 83(1997)-  35 08 46.34259(N)    090 10 41.69385(W) AD(       ) 4
 FF2036  NAD 83(1997)-  35 08 46.34586(N)    090 10 41.69403(W) AD(       ) 4
 FF2036  NAD 83(1997)-  35 08 46.35106(N)    090 10 41.69535(W) AD(       ) 4
 FF2036  NAD 83(1986)-  35 08 46.35287(N)    090 10 41.69449(W) AD(       ) 4
 FF2036  NAD 27      -  35 08 46.02608(N)    090 10 41.35339(W) AD(       ) 3
 FF2036
 FF2036.Superseded values are not recommended for survey control.
 FF2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2036.See file dsdata.txt to determine how the superseded data were derived.
 FF2036
 FF2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5706692903(NAD 83)
 FF2036_MARKER: 53 = ELEVATED TANK
 FF2036
 FF2036  HISTORY     - Date     Condition        Report By
 FF2036  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2036  HISTORY     - 1979     GOOD             NGS
 FF2036
 FF2036                          STATION DESCRIPTION
 FF2036
 FF2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2036'THE STATION IS LOCATED 300 FEET EAST OF THE MISSOURI PACIFIC
 FF2036'FREIGHT DEPOT AND 75 FEET SOUTH OF BROADWAY IN WEST MEMPHIS.
 FF2036'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A TANK WITH A
 FF2036'CONICAL SHAPED ROOF AND HAS AN OVERALL HEIGHT OF APPROXIMATELY
 FF2036'135 FEET.
 FF2036'
 FF2036'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 FF2036'
 FF2036'PROBABLY THE SAME AS WEST MEMPHIS, WATER TANK, 1929.
 FF2036
 FF2036                          STATION RECOVERY (1979)
 FF2036
 FF2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2036'THE STATION, WEST MEMPHIS FEDERAL TANK, IS BALL TOP CENTER.
 FF2036'THE TANK HAS A CYLINDRICAL BODY, CONICAL SHAPED TOP,
 FF2036'HEMISPHERICAL BOTTOM, 4 TRUSS-WORK LEGS, IS SILVER IN COLOR AND
 FF2036'41 METERS IN HEIGHT.
 FF2036'IT HAS FEDERAL COMPRESS CO. PAINTED ON WEST SIDE AND IS OWNED BY
 FF2036'FEDERAL COMPRESS COMPANY.
 FF2036'
 FF2036'THE STATION IS LOCATED
 FF2036'0.6 KM EAST OF THE JUNCTION OF U.S. HIGHWAYS
 FF2036'70 AND 79 AND STATE HIGHWAY 77 IN WEST MEMPHIS,
 FF2036'23 METERS SOUTH OF THE CENTERLINE OF U.S HIGHWAYS 70 AND 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2037 ***********************************************************************
 FF2037  DESIGNATION -  WEST MEMPHIS N MUNICIPAL TANK
 FF2037  PID         -  FF2037
 FF2037  STATE/COUNTY-  AR/CRITTENDEN
 FF2037  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2037
 FF2037                         *CURRENT SURVEY CONTROL
 FF2037  ___________________________________________________________________
 FF2037* NAD 83(1997)-  35 09 24.94115(N)    090 11 13.65464(W)     ADJUSTED  
 FF2037* NAVD 88     -                                                        
 FF2037  ___________________________________________________________________
 FF2037  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 FF2037  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF2037
 FF2037  HORZ ORDER  -  THIRD
 FF2037
 FF2037.The horizontal coordinates were established by classical geodetic methods
 FF2037.and adjusted by the National Geodetic Survey in September 1999..
 FF2037
 FF2037
 FF2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2037
 FF2037.The geoid height was determined by GEOID03.
 FF2037
 FF2037;                    North         East     Units Scale Factor Converg.
 FF2037;SPC AR N     -    92,891.382   565,161.996   MT  0.99996357   +1 03 17.7
 FF2037;SPC AR N     -   304,761.14  1,854,202.32   sFT  0.99996357   +1 03 17.7
 FF2037;SPC TN       -    99,538.580   218,605.707   MT  1.00001773   -2 27 04.7
 FF2037;SPC TN       -   326,569.49    717,208.89   sFT  1.00001773   -2 27 04.7
 FF2037;UTM  15      - 3,894,069.343   756,223.327   MT  1.00040916   +1 37 14.1
 FF2037
 FF2037                          SUPERSEDED SURVEY CONTROL
 FF2037
 FF2037  NAD 83(1997)-  35 09 24.94136(N)    090 11 13.65461(W) AD(       ) 4
 FF2037  NAD 83(1997)-  35 09 24.94515(N)    090 11 13.65477(W) AD(       ) 4
 FF2037  NAD 83(1986)-  35 09 24.95153(N)    090 11 13.65540(W) AD(       ) 4
 FF2037  NAD 27      -  35 09 24.62500(N)    090 11 13.30800(W) AD(       ) 3
 FF2037
 FF2037.Superseded values are not recommended for survey control.
 FF2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2037.See file dsdata.txt to determine how the superseded data were derived.
 FF2037
 FF2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5622394069(NAD 83)
 FF2037_MARKER: 53 = ELEVATED TANK
 FF2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2037+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 FF2037
 FF2037  HISTORY     - Date     Condition        Report By
 FF2037  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2037  HISTORY     - 1979     GOOD             NGS
 FF2037  HISTORY     - 20060705 GOOD             GEOCAC
 FF2037
 FF2037                          STATION DESCRIPTION
 FF2037
 FF2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2037'THE STATION IS LOCATED 0.5 MILE NORTH OF THE BUSINESS DISTRICT
 FF2037'OF WEST MEMPHIS, 50 FEET EAST OF PARK DRIVE AND 25 FEET SOUTH
 FF2037'OF WORTHINGTON DRIVE.  IT IS AN 8 LEGGED STEEL STRUCTURE
 FF2037'SUPPORTING A FLAT TOPPED TANK AND HAS AN OVERALL HEIGHT OF
 FF2037'APPROXIMATELY 135 FEET.
 FF2037'
 FF2037'THE POINT OBSERVED WAS A BALL AT THE CENTER OF THE TOP OF TANK.
 FF2037
 FF2037                          STATION RECOVERY (1979)
 FF2037
 FF2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2037'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FF2037'THE STATION, WEST MEMPHIS NORTH MUNICIPAL TANK, IS THE APEX
 FF2037'OF VENT.  IT HAS A CYLINDRICAL BODY, DOME SHAPED TOP, HEMISPHERICAL
 FF2037'BOTTOM, 8 TUBULAR LEGS, 36 METERS IN HEIGHT AND GREEN IN COLOR.
 FF2037'IT IS OWNED BY THE CITY OF WEST MEMPHIS.
 FF2037'
 FF2037'THE STATION IS LOCATED
 FF2037'IN THE NORTH SECTION OF WEST MEMPHIS, IN THE SOUTHEAST ANGLE
 FF2037'OF INTERSECTION OF WORTHINGTON DRIVE AND PARK DRIVE.  IT IS 33
 FF2037'METERS EAST OF CENTERLINE OF PARK DRIVE AND 26 METERS SOUTH OF
 FF2037'CENTERLINE OF WORTHINGTON DRIVE.
 FF2037
 FF2037                          STATION RECOVERY (2006)
 FF2037
 FF2037'RECOVERY NOTE BY GEOCACHING 2006 (JIJ)
 FF2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2040 ***********************************************************************
 FF2040  DESIGNATION -  WEST MEMPHIS PLANTERS E TANK
 FF2040  PID         -  FF2040
 FF2040  STATE/COUNTY-  AR/CRITTENDEN
 FF2040  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2040
 FF2040                         *CURRENT SURVEY CONTROL
 FF2040  ___________________________________________________________________
 FF2040* NAD 83(1997)-  35 07 58.33095(N)    090 10 54.09862(W)     ADJUSTED  
 FF2040* NAVD 88     -                                                        
 FF2040  ___________________________________________________________________
 FF2040  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FF2040  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF2040
 FF2040  HORZ ORDER  -  THIRD
 FF2040
 FF2040.The horizontal coordinates were established by classical geodetic methods
 FF2040.and adjusted by the National Geodetic Survey in September 1999..
 FF2040
 FF2040
 FF2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2040
 FF2040.The geoid height was determined by GEOID03.
 FF2040
 FF2040;                    North         East     Units Scale Factor Converg.
 FF2040;SPC AR N     -    90,231.940   565,706.129   MT  0.99996677   +1 03 29.1
 FF2040;SPC AR N     -   296,035.96  1,855,987.52   sFT  0.99996677   +1 03 29.1
 FF2040;SPC TN       -    96,850.691   218,986.200   MT  1.00002274   -2 26 53.3
 FF2040;SPC TN       -   317,750.98    718,457.22   sFT  1.00002274   -2 26 53.3
 FF2040;UTM  15      - 3,891,414.215   756,793.920   MT  1.00041278   +1 37 21.9
 FF2040
 FF2040                          SUPERSEDED SURVEY CONTROL
 FF2040
 FF2040  NAD 83(1997)-  35 07 58.33114(N)    090 10 54.09860(W) AD(       ) 4
 FF2040  NAD 83(1997)-  35 07 58.33481(N)    090 10 54.09840(W) AD(       ) 4
 FF2040  NAD 83(1986)-  35 07 58.34132(N)    090 10 54.09920(W) AD(       ) 4
 FF2040  NAD 27      -  35 07 58.01273(N)    090 10 53.75845(W) AD(       ) 3
 FF2040
 FF2040.Superseded values are not recommended for survey control.
 FF2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2040.See file dsdata.txt to determine how the superseded data were derived.
 FF2040
 FF2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5679491414(NAD 83)
 FF2040_MARKER: 51 = TANK
 FF2040
 FF2040  HISTORY     - Date     Condition        Report By
 FF2040  HISTORY     - 1979     FIRST OBSERVED   NGS
 FF2040
 FF2040                          STATION DESCRIPTION
 FF2040
 FF2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF2040'THE STATION, WEST MEMPHIS PLANTERS EAST TANK, IS APEX OF
 FF2040'VENT.  THE TANK HAS A CYLINDRICAL BODY, DOME SHAPED TOP,
 FF2040'HEMISPHERICAL BOTTOM, 4 TUBULAR LEGS, IS SILVER IN COLOR AND 41
 FF2040'METERS IN HEIGHT.  IT HAS PLANTERS COMPRESS PAINTED ON NORTH
 FF2040'SIDE AND IS OWNED BY PLANTERS COMPRESS COMPANY.
 FF2040'
 FF2040'THE STATION IS LOCATED
 FF2040'1.4 KM SOUTH OF THE CENTER OF WEST MEMPHIS,
 FF2040'0.3 KM EAST OF SOUTH END OF WOODS STREET AND AT EAST EDGE OF
 FF2040'COMPRESS COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2038 ***********************************************************************
 FF2038  DESIGNATION -  WEST MEMPHIS S MUNICIPAL TANK
 FF2038  PID         -  FF2038
 FF2038  STATE/COUNTY-  AR/CRITTENDEN
 FF2038  USGS QUAD   -  WEST MEMPHIS (1983)
 FF2038
 FF2038                         *CURRENT SURVEY CONTROL
 FF2038  ___________________________________________________________________
 FF2038* NAD 83(1997)-  35 08 43.45917(N)    090 10 59.48941(W)     ADJUSTED  
 FF2038* NAVD 88     -                                                        
 FF2038  ___________________________________________________________________
 FF2038  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FF2038  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF2038
 FF2038  HORZ ORDER  -  THIRD
 FF2038
 FF2038.The horizontal coordinates were established by classical geodetic methods
 FF2038.and adjusted by the National Geodetic Survey in September 1999..
 FF2038
 FF2038
 FF2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2038
 FF2038.The geoid height was determined by GEOID03.
 FF2038
 FF2038;                    North         East     Units Scale Factor Converg.
 FF2038;SPC AR N     -    91,619.877   565,544.020   MT  0.99996508   +1 03 25.9
 FF2038;SPC AR N     -   300,589.55  1,855,455.67   sFT  0.99996508   +1 03 25.9
 FF2038;SPC TN       -    98,246.022   218,909.272   MT  1.00002010   -2 26 56.4
 FF2038;SPC TN       -   322,328.82    718,204.84   sFT  1.00002010   -2 26 56.4
 FF2038;UTM  15      - 3,892,801.105   756,618.056   MT  1.00041166   +1 37 20.6
 FF2038
 FF2038                          SUPERSEDED SURVEY CONTROL
 FF2038
 FF2038  NAD 83(1997)-  35 08 43.45941(N)    090 10 59.48937(W) AD(       ) 4
 FF2038  NAD 83(1997)-  35 08 43.46304(N)    090 10 59.48909(W) AD(       ) 4
 FF2038  NAD 83(1986)-  35 08 43.46965(N)    090 10 59.49007(W) AD(       ) 4
 FF2038  NAD 27      -  35 08 43.14100(N)    090 10 59.14900(W) AD(       ) 3
 FF2038
 FF2038.Superseded values are not recommended for survey control.
 FF2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2038.See file dsdata.txt to determine how the superseded data were derived.
 FF2038
 FF2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5661892801(NAD 83)
 FF2038_MARKER: 53 = ELEVATED TANK
 FF2038
 FF2038  HISTORY     - Date     Condition        Report By
 FF2038  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2038
 FF2038                          STATION DESCRIPTION
 FF2038
 FF2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2038'THE STATION IS LOCATED JUST SOUTH OF THE BUSINESS DISTRICT
 FF2038'OF WEST MEMPHIS, 1 BLOCK SOUTH OF BROADWAY, 150 FEET WEST OF
 FF2038'SECOND STREET AND 20 FEET NORTH OF A RAILROAD TRACK.  IT IS
 FF2038'A 4 LEGGED STEEL STRUCTURE SUPPORTING A TANK WITH A CONICAL
 FF2038'SHAPED ROOF AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 115 FEET.
 FF2038'
 FF2038'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1921 ***********************************************************************
 EJ1921  DESIGNATION -  WEST MTN AIRWAY WARNING LT 3
 EJ1921  PID         -  EJ1921
 EJ1921  STATE/COUNTY-  AR/GARLAND
 EJ1921  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1921
 EJ1921                         *CURRENT SURVEY CONTROL
 EJ1921  ___________________________________________________________________
 EJ1921* NAD 83(1997)-  34 30 01.46543(N)    093 06 35.72855(W)     ADJUSTED  
 EJ1921* NAVD 88     -                                                        
 EJ1921  ___________________________________________________________________
 EJ1921  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 EJ1921  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EJ1921
 EJ1921  HORZ ORDER  -  THIRD
 EJ1921
 EJ1921.The horizontal coordinates were established by classical geodetic methods
 EJ1921.and adjusted by the National Geodetic Survey in September 1999..
 EJ1921
 EJ1921
 EJ1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1921
 EJ1921.The geoid height was determined by GEOID03.
 EJ1921
 EJ1921;                    North         East     Units Scale Factor Converg.
 EJ1921;SPC AR S     -   603,940.015   298,071.987   MT  0.99995145   -0 37 16.4
 EJ1921;SPC AR S     - 1,981,426.53    977,924.51   sFT  0.99995145   -0 37 16.4
 EJ1921;UTM  15      - 3,817,647.870   489,908.612   MT  0.99960126   -0 03 44.1
 EJ1921
 EJ1921                          SUPERSEDED SURVEY CONTROL
 EJ1921
 EJ1921  NAD 83(1986)-  34 30 01.47636(N)    093 06 35.72112(W) AD(       ) 4
 EJ1921  NAD 27      -  34 30 01.16031(N)    093 06 35.06643(W) AD(       ) 3
 EJ1921
 EJ1921.Superseded values are not recommended for survey control.
 EJ1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1921.See file dsdata.txt to determine how the superseded data were derived.
 EJ1921
 EJ1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8990917648(NAD 83)
 EJ1921
 EJ1921  HISTORY     - Date     Condition        Report By
 EJ1921  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ1921
 EJ1921                          STATION DESCRIPTION
 EJ1921
 EJ1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1921'THE STATION IS LOCATED ON THE CREST OF A PROMINENT RIDGE
 EJ1921'THAT DESCENDS DOWN THE SOUTHWEST SIDE OF WEST MOUNTAIN.  IT
 EJ1921'IS ABOUT 3 MILES WEST OF HOT SPRINGS, AND APPROXIMATELY 0.4
 EJ1921'MILE NORTH OF U.S. HIGHWAY 270.
 EJ1921'
 EJ1921'THE STATION IS A SINGLE RED LIGHT SUPPORTED BY A WOODEN POLE
 EJ1921'THAT PROJECTS APPROXIMATELY 40 FEET ABOVE THE GROUND.
 EJ1921'
 EJ1921'THE STATION IS APPROXIMATELY 0.8 MILE SOUTHWEST OF TRIANGULATION
 EJ1921'WEST 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1923 ***********************************************************************
 EJ1923  DESIGNATION -  WEST MTN AIRWAY WARNING LT 1
 EJ1923  PID         -  EJ1923
 EJ1923  STATE/COUNTY-  AR/GARLAND
 EJ1923  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1923
 EJ1923                         *CURRENT SURVEY CONTROL
 EJ1923  ___________________________________________________________________
 EJ1923* NAD 83(1997)-  34 30 23.64767(N)    093 06 03.73764(W)     ADJUSTED  
 EJ1923* NAVD 88     -                                                        
 EJ1923  ___________________________________________________________________
 EJ1923  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 EJ1923  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EJ1923
 EJ1923  HORZ ORDER  -  THIRD
 EJ1923
 EJ1923.The horizontal coordinates were established by classical geodetic methods
 EJ1923.and adjusted by the National Geodetic Survey in September 1999..
 EJ1923
 EJ1923
 EJ1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1923
 EJ1923.The geoid height was determined by GEOID03.
 EJ1923
 EJ1923;                    North         East     Units Scale Factor Converg.
 EJ1923;SPC AR S     -   604,614.660   298,895.370   MT  0.99995233   -0 36 58.5
 EJ1923;SPC AR S     - 1,983,639.93    980,625.89   sFT  0.99995233   -0 36 58.5
 EJ1923;UTM  15      - 3,818,330.276   490,725.088   MT  0.99960106   -0 03 26.1
 EJ1923
 EJ1923                          SUPERSEDED SURVEY CONTROL
 EJ1923
 EJ1923  NAD 83(1986)-  34 30 23.65863(N)    093 06 03.73016(W) AD(       ) 4
 EJ1923  NAD 27      -  34 30 23.34300(N)    093 06 03.07600(W) AD(       ) 3
 EJ1923
 EJ1923.Superseded values are not recommended for survey control.
 EJ1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1923.See file dsdata.txt to determine how the superseded data were derived.
 EJ1923
 EJ1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9072518330(NAD 83)
 EJ1923
 EJ1923  HISTORY     - Date     Condition        Report By
 EJ1923  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ1923
 EJ1923                          STATION DESCRIPTION
 EJ1923
 EJ1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1923'THE STATION IS LOCATED ON THE HIGHEST PART OF WEST MOUNTAIN,
 EJ1923'ABOUT 3 MILES WEST OF HOT SPRINGS, 1.0 MILE NORTH OF U.S.
 EJ1923'HIGHWAY 270 AND 3/4 MILE SOUTH OF THE DEEP SADDLE BETWEEN
 EJ1923'WEST AND SUGAR MOUNTAINS.
 EJ1923'
 EJ1923'THE STATION IS THE STEEL SHAFT WHICH SUPPORTS A DOUBLE RED
 EJ1923'LIGHT ON THE TOP OF A WOODEN POLE.  THE STATION IS ABOUT 40
 EJ1923'FEET ABOVE THE SURFACE OF THE GROUND AND 64.46 FEET, 19.647
 EJ1923'METERS, SOUTH OF TRIANGULATION STATION WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1924 ***********************************************************************
 EJ1924  DESIGNATION -  WEST MTN AIRWAY WARNING LT 2
 EJ1924  PID         -  EJ1924
 EJ1924  STATE/COUNTY-  AR/GARLAND
 EJ1924  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1924
 EJ1924                         *CURRENT SURVEY CONTROL
 EJ1924  ___________________________________________________________________
 EJ1924* NAD 83(1997)-  34 30 16.20210(N)    093 06 15.33844(W)     ADJUSTED  
 EJ1924* NAVD 88     -                                                        
 EJ1924  ___________________________________________________________________
 EJ1924  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 EJ1924  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EJ1924
 EJ1924  HORZ ORDER  -  THIRD
 EJ1924
 EJ1924.The horizontal coordinates were established by classical geodetic methods
 EJ1924.and adjusted by the National Geodetic Survey in September 1999..
 EJ1924
 EJ1924
 EJ1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1924
 EJ1924.The geoid height was determined by GEOID03.
 EJ1924
 EJ1924;                    North         East     Units Scale Factor Converg.
 EJ1924;SPC AR S     -   604,388.442   298,597.001   MT  0.99995203   -0 37 05.0
 EJ1924;SPC AR S     - 1,982,897.75    979,646.99   sFT  0.99995203   -0 37 05.0
 EJ1924;UTM  15      - 3,818,101.238   490,429.044   MT  0.99960113   -0 03 32.6
 EJ1924
 EJ1924                          SUPERSEDED SURVEY CONTROL
 EJ1924
 EJ1924  NAD 83(1986)-  34 30 16.21337(N)    093 06 15.33111(W) AD(       ) 4
 EJ1924  NAD 27      -  34 30 15.89900(N)    093 06 14.67500(W) AD(       ) 3
 EJ1924
 EJ1924.Superseded values are not recommended for survey control.
 EJ1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1924.See file dsdata.txt to determine how the superseded data were derived.
 EJ1924
 EJ1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9042918101(NAD 83)
 EJ1924
 EJ1924  HISTORY     - Date     Condition        Report By
 EJ1924  HISTORY     - 1956     FIRST OBSERVED   CGS
 EJ1924  HISTORY     - 1960     GOOD             CGS
 EJ1924
 EJ1924                          STATION DESCRIPTION
 EJ1924
 EJ1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ1924'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH HUMP ON THE
 EJ1924'PROMINENT RIDGE WHICH DESCENDS DOWN THE SOUTHWEST SIDE OF
 EJ1924'WEST MOUNTAIN.  IT IS ABOUT 3 MILES WEST OF HOT SPRINGS AND
 EJ1924'0.85 MILE NORTH OF U.S. HIGHWAY 270.
 EJ1924'
 EJ1924'THE STATION IS THE STEEL SHAFT WHICH SUPPORTS A SINGLE RED
 EJ1924'LIGHT ON THE TOP OF A WOODEN POLE.  THE STATION IS ABOUT
 EJ1924'40 FEET ABOVE THE SURFACE OF THE GROUND AND 0.35 MILE SOUTHWEST
 EJ1924'OF TRIANGULATION STATION WEST.
 EJ1924
 EJ1924                          STATION RECOVERY (1960)
 EJ1924
 EJ1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 EJ1924'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR LOCATION.  HOWEVER
 EJ1924'THE STEEL SHAFT SUPPORTS A DOUBLE RED LIGHT.  AN AZIMUTH
 EJ1924'CHECK FROM STATION HOT SPRINGS, 1956 COULD NOT BE OBTAINED
 EJ1924'ON THIS LIGHT.  NO INFORMATION COULD BE OBTAINED CONFIRMING
 EJ1924'A CHANGE IN THESE LIGHTS ALTHOUGH THE AIRPORT MANAGER STATED
 EJ1924'THAT THERE HAD BEEN A FIRE ON THE RIDGE ABOUT TWO YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1874 ***********************************************************************
 EJ1874  DESIGNATION -  WEST PINNACLE
 EJ1874  PID         -  EJ1874
 EJ1874  STATE/COUNTY-  AR/PULASKI
 EJ1874  USGS QUAD   -  FERNDALE (1984)
 EJ1874
 EJ1874                         *CURRENT SURVEY CONTROL
 EJ1874  ___________________________________________________________________
 EJ1874* NAD 83(1997)-  34 51 04.00169(N)    092 32 39.80246(W)     ADJUSTED  
 EJ1874* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 EJ1874  ___________________________________________________________________
 EJ1874  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 EJ1874  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EJ1874
 EJ1874  HORZ ORDER  -  FIRST
 EJ1874
 EJ1874.The horizontal coordinates were established by classical geodetic methods
 EJ1874.and adjusted by the National Geodetic Survey in September 1999..
 EJ1874
 EJ1874.The orthometric height was scaled from a topographic map.
 EJ1874
 EJ1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1874
 EJ1874.The geoid height was determined by GEOID03.
 EJ1874
 EJ1874;                    North         East     Units Scale Factor Converg.
 EJ1874;SPC AR S     -   642,424.430   350,213.065   MT  1.00001993   -0 18 16.9
 EJ1874;SPC AR S     - 2,107,687.48  1,148,990.70   sFT  1.00001993   -0 18 16.9
 EJ1874;SPC AR N     -    57,581.442   350,213.221   MT  1.00001718   -0 19 00.4
 EJ1874;SPC AR N     -   188,915.11  1,148,991.21   sFT  1.00001718   -0 19 00.4
 EJ1874;UTM  15      - 3,856,626.740   541,650.526   MT  0.99962138   +0 15 37.3
 EJ1874
 EJ1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1874!SPC AR S     -   0.99995877  x   1.00001993  =   0.99997870
 EJ1874!SPC AR N     -   0.99995877  x   1.00001718  =   0.99997595
 EJ1874!UTM  15      -   0.99995877  x   0.99962138  =   0.99958017
 EJ1874
 EJ1874|---------------------------------------------------------------------|
 EJ1874| PID    Reference Object                     Distance      Geod. Az  |
 EJ1874|                                                           dddmmss.s |
 EJ1874| CY6736 WEST PINNACLE RM 1                    3.423 METERS 09222     |
 EJ1874| CY6735 WEST PINNACLE AZ MK                                1912537.7 |
 EJ1874| CY7149 WEST PINNACLE RM 2                    5.985 METERS 22307     |
 EJ1874|---------------------------------------------------------------------|
 EJ1874
 EJ1874                          SUPERSEDED SURVEY CONTROL
 EJ1874
 EJ1874  NAD 83(1986)-  34 51 04.01466(N)    092 32 39.79274(W) AD(       ) 1
 EJ1874  NAD 27      -  34 51 03.68900(N)    092 32 39.21400(W) AD(       ) 1
 EJ1874
 EJ1874.Superseded values are not recommended for survey control.
 EJ1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1874.See file dsdata.txt to determine how the superseded data were derived.
 EJ1874
 EJ1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4165156627(NAD 83)
 EJ1874_MARKER: DD = SURVEY DISK
 EJ1874_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1874_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EJ1874
 EJ1874  HISTORY     - Date     Condition        Report By
 EJ1874  HISTORY     - 1940     MONUMENTED       CGS
 EJ1874  HISTORY     - 1967     GOOD             CGS
 EJ1874  HISTORY     - 1989     GOOD             USPSQD
 EJ1874
 EJ1874                          STATION DESCRIPTION
 EJ1874
 EJ1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1874'STATION IS ABOUT 17.0 MILES NW OF LITTLE ROCK, ABOUT 7.0 MILES
 EJ1874'S OF ROLAND AND ON THE WESTERNMOST ONE OF MAUMELLES PINNACLES.
 EJ1874'IT IS ON THE HIGHEST POINT OF A VERY PROMINENT PEAK THAT
 EJ1874'SLOPES SHARPLY TO THE N AND S AND GRADUALLY TO THE E AND W.
 EJ1874'
 EJ1874'THE STATION IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 EJ1874'OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN THE
 EJ1874'ROCK SET FLUSH WITH THE BEDROCK, AND IS STAMPED WEST PINNACLE
 EJ1874'1940.
 EJ1874'
 EJ1874'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 EJ1874'OUTCROPPING BEDROCK STAMPED WEST PINNACLE 1940.
 EJ1874'
 EJ1874'REFERENCE MARK NO.1 IS AT THE SAME ELEVATION AS THE STATION.
 EJ1874'REFERENCE MARK NO.2 IS ABOUT 2.5 METERS LOWER THAN THE STATION.
 EJ1874'
 EJ1874'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE AS DESCRIBED,
 EJ1874'IS ABOUT 1.0 MILE S OF THE STATION, BETWEEN
 EJ1874'TRACK ROAD AND FENCE LINE, ABOUT 300 FEET N OF FORK IN TRACK
 EJ1874'ROAD AND AT THE SW CORNER OF A CULTIVATED FIELD.  THERE IS
 EJ1874'A WHITE REFERENCE POST 5 FEET S OF THE STATION.  THE MARK
 EJ1874'PROJECTS 6 INCHES AND IS STAMPED WEST PINNACLE 1940.
 EJ1874'
 EJ1874'TO REACH THE STATION START AT THE POST OFFICE IN LITTLE ROCK,
 EJ1874'GO NW ON STATE HIGHWAY 10 FOR 18 MILES TO NORTH POINT GROCERY
 EJ1874'ON RIGHT, CONTINUE 0.45 MILE TO TRACK ROAD LEADING RIGHT,
 EJ1874'(N), AT CONCRETE BRIDGE NO.10.  TURN N AND GO 0.45 MILE TO
 EJ1874'FORK.  TAKE LEFT FORK AND GO 100 YARDS TO AZIMUTH MARK ON
 EJ1874'RIGHT.  CONTINUE 0.6 MILE TO END OF TRUCK TRAVEL AT RIGHT ANGLE
 EJ1874'IN FENCE LINE, 0.5 MILE BEYOND FARMHOUSE.  FROM HERE PACK
 EJ1874'N ABOUT 0.5 MILE TO TOP OF PEAK AND STATION.  A 45-MINUTE
 EJ1874'PACK.
 EJ1874
 EJ1874                          STATION RECOVERY (1967)
 EJ1874
 EJ1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EJ1874'STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE
 EJ1874'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES FOLLOWING
 EJ1874'IS A NEW AND COMPLETE DESCRIPTION.
 EJ1874'
 EJ1874'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE MOST
 EJ1874'WESTERN ONE OF THE PINNACLE PEAKS, ABOUT 17 MILES NORTHWEST
 EJ1874'OF LITTLE ROCK, 7 MILES SOUTH OF ROLAND AND 1 MILE SOUTH OF
 EJ1874'LAKE MAUMELLE.
 EJ1874'
 EJ1874'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND STATE
 EJ1874'HIGHWAY 10 IN LITTLE ROCK, GO WEST ON STATE HIGHWAY 10 FOR
 EJ1874'16.0 MILES TO THE JUNCTION OF STATE HIGHWAY 300.  CONTINUE
 EJ1874'AHEAD AND GO WEST ON STATE HIGHWAY 10 FOR 3.8 MILES TO A BRIDGE
 EJ1874'OVER NOWLIN CREEK.  CROSS THE BRIDGE, TURN RIGHT AND GO NORTHERLY
 EJ1874'ON GRAVELED ROAD FOR 0.3 MILE TO A FORM ROAD LEFT.  TURN LEFT
 EJ1874'AND GO NORTH ON FARM ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 EJ1874'ON THE RIGHT.  CONTINUE AHEAD AND GO NORTH ON THE FARM ROAD
 EJ1874'FOR 0.1 MILE TO A HOUSE ON THE RIGHT, AND END OF TRUCK TRAVEL
 EJ1874'IN WET WEATHER.  FROM HERE FOLLOW WOODS ROAD NORTH FOR
 EJ1874'ABOUT 1/2 MILE TO A POWERLINE CROSSING.  THENCE NORTH UP
 EJ1874'STEEP HILL TO THE HIGHEST POINT AND STATION.  ABOUT A 1
 EJ1874'HOUR PACK.
 EJ1874'
 EJ1874'STATION MARK IS A STANDARD DISK, STAMPED WEST PINNACLE 1940,
 EJ1874'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP.  IT IS 25
 EJ1874'FEET SOUTHEAST OF A 12 INCH PINE TREE WITH A WITNESS SIGN
 EJ1874'NAILED TO THE SOUTH SIDE, 15 FEET WEST AND 4 FEET LOWER
 EJ1874'THAN THE HIGHEST POINT OF THE PEAK.
 EJ1874'
 EJ1874'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WEST PINNACLE NO
 EJ1874'1 1940, CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP.
 EJ1874'IT IS 5 FEET NORTH AND 4 FEET LOWER THAN THE HIGHEST POINT
 EJ1874'OF THE PEAK AND ABOUT THE SAME ELEVATION AS THE STATION.
 EJ1874'
 EJ1874'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WEST PINNACLE NO
 EJ1874'2 1940, CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP.
 EJ1874'IT IS 30 FEET SOUTHWEST AND 15 FEET LOWER THAN THE HIGHEST
 EJ1874'POINT AND ABOUT 12 FEET LOWER THAN THE STATION.
 EJ1874'
 EJ1874'AZIMUTH MARK IS A STANDARD DISK, STAMPED WEST PINNACLE 1940,
 EJ1874'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 EJ1874'6 INCHES.  IT IS 300 FEET NORTH OF A GRAVELED ROAD, 13 FEET
 EJ1874'EAST OF THE CENTER OF A FARM ROAD, 4 FEET WEST OF A WOOD FENCE
 EJ1874'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EJ1874
 EJ1874                          STATION RECOVERY (1989)
 EJ1874
 EJ1874'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2031 ***********************************************************************
 DK2031  DESIGNATION -  WEST TRANSM TWR SW GREENVILLE
 DK2031  PID         -  DK2031
 DK2031  STATE/COUNTY-  AR/CHICOT
 DK2031  USGS QUAD   -  GREENVILLE (1970)
 DK2031
 DK2031                         *CURRENT SURVEY CONTROL
 DK2031  ___________________________________________________________________
 DK2031* NAD 83(1997)-  33 23 03.86614(N)    091 07 12.81992(W)     ADJUSTED  
 DK2031* NAVD 88     -                                                        
 DK2031  ___________________________________________________________________
 DK2031  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DK2031  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK2031
 DK2031  HORZ ORDER  -  THIRD
 DK2031
 DK2031.The horizontal coordinates were established by classical geodetic methods
 DK2031.and adjusted by the National Geodetic Survey in September 1999..
 DK2031
 DK2031
 DK2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2031
 DK2031.The geoid height was determined by GEOID03.
 DK2031
 DK2031;                    North         East     Units Scale Factor Converg.
 DK2031;SPC AR S     -   479,958.959   481,856.712   MT  0.99998236   +0 29 32.6
 DK2031;SPC AR S     - 1,574,665.35  1,580,891.56   sFT  0.99998236   +0 29 32.6
 DK2031;SPC MS W     -   430,947.684   626,785.479   MT  1.00001606   -0 25 58.8
 DK2031;SPC MS W     - 1,413,867.53  2,056,378.69   sFT  1.00001606   -0 25 58.8
 DK2031;UTM  15      - 3,695,482.275   674,847.532   MT  0.99997693   +1 02 04.6
 DK2031
 DK2031                          SUPERSEDED SURVEY CONTROL
 DK2031
 DK2031  NAD 83(1997)-  33 23 03.86597(N)    091 07 12.82008(W) AD(       ) 4
 DK2031  NAD 83(1986)-  33 23 03.87622(N)    091 07 12.81406(W) AD(       ) 4
 DK2031  NAD 27      -  33 23 03.45500(N)    091 07 12.42800(W) AD(       ) 3
 DK2031
 DK2031.Superseded values are not recommended for survey control.
 DK2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2031.See file dsdata.txt to determine how the superseded data were derived.
 DK2031
 DK2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7484895482(NAD 83)
 DK2031_MARKER: 55 = TOWER
 DK2031
 DK2031  HISTORY     - Date     Condition        Report By
 DK2031  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2031
 DK2031                          STATION DESCRIPTION
 DK2031
 DK2031'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1485 ***********************************************************************
 DL1485  DESIGNATION -  WESTERN
 DL1485  PID         -  DL1485
 DL1485  STATE/COUNTY-  AR/COLUMBIA
 DL1485  USGS QUAD   -  WALKERVILLE (1978)
 DL1485
 DL1485                         *CURRENT SURVEY CONTROL
 DL1485  ___________________________________________________________________
 DL1485* NAD 83(1997)-  33 02 49.16047(N)    093 20 31.26355(W)     ADJUSTED  
 DL1485* NAVD 88     -       110.62   (+/-2cm)     362.9    (feet)  VERTCON   
 DL1485  ___________________________________________________________________
 DL1485  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DL1485  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL1485
 DL1485  HORZ ORDER  -  FIRST
 DL1485  VERT ORDER  -  THIRD ? (See Below)
 DL1485
 DL1485.The horizontal coordinates were established by classical geodetic methods
 DL1485.and adjusted by the National Geodetic Survey in September 1999..
 DL1485
 DL1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1485.The vertical order pertains to the NGVD 29 superseded value.
 DL1485
 DL1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1485
 DL1485.The geoid height was determined by GEOID03.
 DL1485
 DL1485;                    North         East     Units Scale Factor Converg.
 DL1485;SPC AR S     -   443,005.612   274,646.012   MT  1.00006571   -0 45 04.0
 DL1485;SPC AR S     - 1,453,427.58    901,067.79   sFT  1.00006571   -0 45 04.0
 DL1485;SPC LA N     -   282,723.106   921,344.710   MT  1.00010887   -0 26 42.6
 DL1485;SPC LA N     -   927,567.39  3,022,778.44   sFT  1.00010887   -0 26 42.6
 DL1485;UTM  15      - 3,656,548.146   468,067.005   MT  0.99961257   -0 11 11.4
 DL1485
 DL1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1485!SPC AR S     -   0.99998675  x   1.00006571  =   1.00005246
 DL1485!SPC LA N     -   0.99998675  x   1.00010887  =   1.00009562
 DL1485!UTM  15      -   0.99998675  x   0.99961257  =   0.99959932
 DL1485
 DL1485|---------------------------------------------------------------------|
 DL1485| PID    Reference Object                     Distance      Geod. Az  |
 DL1485|                                                           dddmmss.s |
 DL1485| CX7380 WESTERN RM 3                          8.400 METERS 02225     |
 DL1485| CX7376 WESTERN AZ MK                                      0322133.6 |
 DL1485| DL1486 WALKERVILLE FIRE TOWER 99 AFC       APPROX. 3.6 KM 0424835.1 |
 DL1485| CQ3060 SHONGALOO                           APPROX.15.3 KM 1864841.5 |
 DL1485| CX7377 WESTERN RM 1                         21.024 METERS 22045     |
 DL1485| CQ3073 CULLEN INTL PAPER CO STACK          APPROX.13.6 KM 2324220.3 |
 DL1485| CQ3070 CULLEN CONSOL CHEMICAL CO TANK      APPROX.13.9 KM 2343612.9 |
 DL1485| DL1487 SPRINGHILL MUNICIPAL TANK           APPROX.12.5 KM 2483135.9 |
 DL1485| CX7379 WESTERN RM 2 RESET                   12.778 METERS 31314     |
 DL1485| CX7378 WESTERN RM 2                         12.192 METERS 31428     |
 DL1485|---------------------------------------------------------------------|
 DL1485
 DL1485                          SUPERSEDED SURVEY CONTROL
 DL1485
 DL1485  NAD 83(1997)-  33 02 49.16950(N)    093 20 31.25431(W) AD(       ) 1
 DL1485  NAD 83(1997)-  33 02 49.17024(N)    093 20 31.25359(W) AD(       ) 1
 DL1485  NAD 83(1986)-  33 02 49.17148(N)    093 20 31.25307(W) AD(       ) 1
 DL1485  NAD 27      -  33 02 48.68700(N)    093 20 30.64100(W) AD(       ) 1
 DL1485  NGVD 29 (07/19/86)  110.68   (m)          363.1    (f) LEVELING    3  
 DL1485
 DL1485.Superseded values are not recommended for survey control.
 DL1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1485.See file dsdata.txt to determine how the superseded data were derived.
 DL1485
 DL1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6806756548(NAD 83)
 DL1485_MARKER: DS = TRIANGULATION STATION DISK
 DL1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1485
 DL1485  HISTORY     - Date     Condition        Report By
 DL1485  HISTORY     - 1950     MONUMENTED       CGS
 DL1485  HISTORY     - 1953     GOOD             CGS
 DL1485  HISTORY     - 1963     GOOD             CGS
 DL1485
 DL1485                          STATION DESCRIPTION
 DL1485
 DL1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1485'THE STATION IS LOCATED ABOUT 7.9 MILES NORTH OF SHONGALOO,
 DL1485'3.5 MILES SOUTH-SOUTHWEST OF WALKERVILLE AND 2.0 MILES NORTH OF
 DL1485'THE LOUISIANA-ARKANSAS STATE LINE.  IT IS ON THE GROUNDS OF
 DL1485'THE WESTERN MISSIONARY BAPTIST CHURCH, 81.0 FEET WEST OF THE
 DL1485'CENTER OF A GRAVELED ROAD, AND 60.0 FEET NORTHEAST OF THE
 DL1485'NORTHEAST CORNER OF A CHURCH, AND 47.0 FEET WEST OF A LARGE
 DL1485'SPIKED TREE AND 29.0 FEET SOUTH OF A CEMETERY FENCE.  IT IS SET
 DL1485'FLUSH WITH THE GROUND AND IS STAMPED WESTERN 1950.
 DL1485'
 DL1485'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. REFERENCE MARK
 DL1485'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 DL1485'CHURCH STEPS.  IT IS STAMPED WESTERN NO 1 1950.
 DL1485'
 DL1485'REFERENCE MARK NO. 2 IS 9.5 FEET EAST OF THE CENTER OF A WIRE
 DL1485'GATE IN THE CEMETERY FENCE AND 1.5 FEET SOUTH OF THIS FENCE.
 DL1485'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED WESTERN NO 2 1950.
 DL1485'
 DL1485'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DL1485'NO. 2 IS 81.9 FEET.
 DL1485'
 DL1485'THE AZIMUTH MARK IS LOCATED AT THE NORTH EDGE OF A GRAVEL PIT,
 DL1485'21.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1.5 FEET
 DL1485'WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 DL1485'WESTERN 1950.
 DL1485'
 DL1485'TO REACH THE STATION FROM SHONGALOO, LOUISIANA, GO NORTH ON
 DL1485'STATE HIGHWAY NO. 66 FOR 5.75 MILES TO THE LOUISIANA-ARKANSAS
 DL1485'STATE LINE, CONTINUE NORTH ON ARKANSAS STATE HIGHWAY NO. 19 FOR
 DL1485'2.15 MILES TO A T ROAD LEFT AT DODSONS STORE, HERE TURN LEFT AND
 DL1485'GO WESTERLY ON THE MAIN ROAD FOR 1.45 MILES TO A CROSSROAD JUST
 DL1485'EAST OF THE WESTERN MISSIONARY BAPTIST CHURCH AND THE STATION
 DL1485'AS DESCRIBED.
 DL1485'
 DL1485'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY ON
 DL1485'GRAVELED ROAD FOR 0.25 MILE TO THE NORTH EDGE OF A GRAVEL PIT
 DL1485'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DL1485'
 DL1485'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1485
 DL1485                          STATION RECOVERY (1953)
 DL1485
 DL1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 DL1485'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 DL1485'
 DL1485'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO TIMBER
 DL1485'IN THE LINE.  R.M. NO. 2 HAS BEEN MOVED AND RESET, AS INDICATED
 DL1485'BY 1953 MEASUREMENTS.
 DL1485'
 DL1485'DESCRIPTION OF ROUTE TO THE STATION IS ADEQUATE.
 DL1485'
 DL1485'THE CEMETERY FENCE HAS BEEN REBUILT AND A NEW DESCRIPTION TO
 DL1485'R.M. NO. 2 IS AS FOLLOWS- R.M. NO. 2 IS 2 FEET EAST OF THE
 DL1485'EAST COLUMN OF THE ENTRANCE GATE TO THE CEMETERY AND IS 1 FOOT
 DL1485'NORTH OF THE FENCE.  IT IS A STANDARD REFERENCE DISK STAMPED
 DL1485'WESTERN 1950 NO 2
 DL1485'
 DL1485'AN ADDITIONAL REFERENCE MARK WAS SET IN 1953 AS FOLLOWS-
 DL1485'A STANDARD REFERENCE DISK STAMPED WESTERN 1950 NO 3 1953 AND SET IN
 DL1485'A CONCRETE MONUMENT , FLUSH WITH THE SURFACE OF THE GROUND,
 DL1485'40 FEET EAST OF THE EAST COLUMN OF THE CEMETERY ENTRANCE GATE
 DL1485'AND 1-1/2 FEET SOUTH OF THE FENCE.
 DL1485
 DL1485                          STATION RECOVERY (1963)
 DL1485
 DL1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1485'THE STATION AND THREE REFERENCE MARKS WERE RECOVERED AS
 DL1485'DESCRIBED BY E.B.P. IN 1953 AND FOUND IN GOOD CONDITION.
 DL1485'
 DL1485'THE AZIMUTH MARK WAS FOUND LYING ON ITS SIDE NEAR THE ORIGINAL
 DL1485'LOCATION.  THIS MARK COULD NOT BE RESET AS NO OBJECTS WERE VISABLE
 DL1485'FROM THE GROUND AT THE STATION.  AS A RESULT THE DISK WAS REMOVED
 DL1485'FROM THE CONCRETE POST AND AZIMUTH MARK DESTROYED.
 DL1485'
 DL1485'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1485'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2887 ***********************************************************************
 EH2887  DESIGNATION -  WESTOR
 EH2887  PID         -  EH2887
 EH2887  STATE/COUNTY-  AR/LEE
 EH2887  USGS QUAD   -  MARIANNA (1992)
 EH2887
 EH2887                         *CURRENT SURVEY CONTROL
 EH2887  ___________________________________________________________________
 EH2887* NAD 83(1997)-  34 50 24.70513(N)    090 51 47.83857(W)     ADJUSTED  
 EH2887* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 EH2887  ___________________________________________________________________
 EH2887  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 EH2887  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH2887
 EH2887  HORZ ORDER  -  FIRST
 EH2887
 EH2887.The horizontal coordinates were established by classical geodetic methods
 EH2887.and adjusted by the National Geodetic Survey in September 1999..
 EH2887
 EH2887.The orthometric height was scaled from a topographic map.
 EH2887
 EH2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2887
 EH2887.The geoid height was determined by GEOID03.
 EH2887
 EH2887;                    North         East     Units Scale Factor Converg.
 EH2887;SPC AR S     -   641,658.302   503,969.305   MT  1.00001723   +0 38 10.3
 EH2887;SPC AR S     - 2,105,173.95  1,653,439.29   sFT  1.00001723   +0 38 10.3
 EH2887;SPC AR N     -    56,832.968   503,969.381   MT  1.00001961   +0 39 41.2
 EH2887;SPC AR N     -   186,459.50  1,653,439.54   sFT  1.00001961   +0 39 41.2
 EH2887;UTM  15      - 3,857,403.396   695,372.627   MT  1.00007047   +1 13 15.8
 EH2887
 EH2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2887!SPC AR S     -   0.99999433  x   1.00001723  =   1.00001156
 EH2887!SPC AR N     -   0.99999433  x   1.00001961  =   1.00001394
 EH2887!UTM  15      -   0.99999433  x   1.00007047  =   1.00006480
 EH2887
 EH2887:                Primary Azimuth Mark                     Grid Az
 EH2887:SPC AR S     -  FORREST CITY RAD STA KXJK MAST           001 16 00.3
 EH2887:SPC AR N     -  FORREST CITY RAD STA KXJK MAST           001 14 29.4
 EH2887:UTM  15      -  FORREST CITY RAD STA KXJK MAST           000 40 54.8
 EH2887
 EH2887|---------------------------------------------------------------------|
 EH2887| PID    Reference Object                     Distance      Geod. Az  |
 EH2887|                                                           dddmmss.s |
 EH2887| EH2886 FORREST CITY RAD STA KXJK MAST      APPROX.15.7 KM 0015410.6 |
 EH2887| EH2880 ARKANSAS ST POLICE W RAD MAST       APPROX.16.5 KM 0081532.9 |
 EH2887| EH2882 FORREST CITY ARK PWR CO MAST        APPROX.17.7 KM 0272355.6 |
 EH2887| EH2884 AIRWAY BN 39 S OF FORREST CITY      APPROX.13.5 KM 0293825.4 |
 EH2887| CY7152 WESTOR RM 1                          46.333 METERS 06046     |
 EH2887| EH2891 MARIANNA MUNICIPAL TANK             APPROX.11.5 KM 1285613.8 |
 EH2887| EH2890 MARIANNA FED COMP CO WATER TK       APPROX.11.1 KM 1290949.5 |
 EH2887| CY7151 WESTOR AZ MK                                       1795108.4 |
 EH2887| EH2901 BRINKLEY RADIO STATION KBJ 60 MAST  APPROX.29.8 KM 2650442.5 |
 EH2887| CY7150 WESTOR AZ MK 2                                     2774147.5 |
 EH2887| CY7153 WESTOR RM 2                          47.576 METERS 32128     |
 EH2887| EH2879 PALESTINE ARK PWR AND LT CO TK      APPROX.15.5 KM 3564724.6 |
 EH2887|---------------------------------------------------------------------|
 EH2887
 EH2887                          SUPERSEDED SURVEY CONTROL
 EH2887
 EH2887  NAD 83(1997)-  34 50 24.70928(N)    090 51 47.83622(W) AD(       ) 1
 EH2887  NAD 83(1997)-  34 50 24.71258(N)    090 51 47.83653(W) AD(       ) 1
 EH2887  NAD 83(1986)-  34 50 24.71314(N)    090 51 47.83609(W) AD(       ) 1
 EH2887  NAD 27      -  34 50 24.36688(N)    090 51 47.42097(W) AD(       ) 1
 EH2887
 EH2887.Superseded values are not recommended for survey control.
 EH2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2887.See file dsdata.txt to determine how the superseded data were derived.
 EH2887
 EH2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9537357403(NAD 83)
 EH2887_MARKER: DS = TRIANGULATION STATION DISK
 EH2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2887
 EH2887  HISTORY     - Date     Condition        Report By
 EH2887  HISTORY     - 1953     MONUMENTED       CGS
 EH2887  HISTORY     - 1965     GOOD             CGS
 EH2887
 EH2887                          STATION DESCRIPTION
 EH2887
 EH2887'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2887'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE YARD OF
 EH2887'C.F. TYSON, ABOUT 13 MILES SOUTH-SOUTHEAST OF FORREST CITY AND 7-1/2
 EH2887'MILES NORTHWEST OF MARIANNA NEAR THE WESTOR COUNTRY STORE.
 EH2887'IT IS 74.0 FEET WEST OF A LARGE OAK TREE, 57.0 FEET
 EH2887'SOUTH-SOUTHWEST OF A LARGE SWEET GUM TREE AND 38.0 FEET EAST
 EH2887'OF THE CENTER OF STATE ROUTE NO. 121.  IT IS SET FLUSH WITH THE
 EH2887'SURFACE OF THE GROUND AND IS STAMPED WESTOR 1953.
 EH2887'
 EH2887'REFERENCE MARK NO. 1 IS LOCATED IN THE NORTHEAST CORNER OF
 EH2887'THE YARD, 64.0 FEET EAST OF A LARGE OAK TREE, 21.0 FEET SOUTH
 EH2887'OF THE CENTER OF A GRADED ROAD AND 1.5 FEET SOUTHWEST OF A FENCE
 EH2887'CORNER.  IT PROJECTS 2 INCHES AND IS STAMPED WESTOR NO 1 1953.
 EH2887'
 EH2887'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION IN
 EH2887'THE NORTHWEST ANGLE OF A CROSSROAD, 43.0 FEET NORTHWEST OF
 EH2887'THE CENTER OF A ROAD INTERSECTION AND 2.5 FEET NORTH OF A
 EH2887'FENCE CORNER AND A POWERLINE POLE.  IT PROJECTS 2 INCHES
 EH2887'AND IS STAMPED WESTOR NO 2 1953.
 EH2887'
 EH2887'THE AZIMUTH MARK IS ACROSS THE HIGHWAY FROM A CEDAR TREE, 28.0
 EH2887'FEET EAST OF THE CENTER OF STATE ROUTE NO. 121 AND 1.5 FEET
 EH2887'EAST OF A TELEPHONE POLE.  IT PROJECTS 6 INCHES AND IS STAMPED
 EH2887'WESTOR 1953.
 EH2887'
 EH2887'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 EH2887'IN MARIANNA, GO WEST ON CHESTNUT STREET AND STATE ROUTE NO. 44
 EH2887'FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTE NO. 1.
 EH2887'CONTINUE WEST ON STATE ROUTE NO. 1 FOR 0.3 MILE TO THE JUNCTION
 EH2887'WITH U. S. HIGHWAY NO. 79 AND STATE ROUTE NO. 1 TURNS TO
 EH2887'THE RIGHT, TURN RIGHT AND GO NORTHERLY ON STATE ROUTE NO.
 EH2887'1 FOR 2.8 MILES TO THE JUNCTION WITH STATE ROUTE NO. 121
 EH2887'ABOUT 0.2 MILE NORTH OF FELTON.  HERE TURN LEFT ON STATE ROUTE
 EH2887'NO. 121 AND GO WEST, NORTHWEST AND NORTH FOR 5.1 MILES TO A
 EH2887'CEDAR TREE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS
 EH2887'DESCRIBED.  CONTINUE NORTH ON STATE ROUTE NO. 121 FOR 0.3 MILE
 EH2887'TO A CROSSROAD WHERE STATE ROUTE NO. 121 TURNS LEFT AND THE
 EH2887'LEWIS WESTOR STORE IN THE NORTHEAST ANGLE AND THE
 EH2887'STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 EH2887'
 EH2887'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH2887
 EH2887                          STATION RECOVERY (1965)
 EH2887
 EH2887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2887'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 EH2887'IN GOOD CONDITION.  THSE AZIMUTH MARK COULD NOT BE FOUND
 EH2887'AND IS BELIEVED TO HAVE BEEN DESTROYED.  A NEW AZIMUTH WAS
 EH2887'ESTABLISHED AT THIS TIME.  THE DISTANCES AND DIRECTIONS TO
 EH2887'THE MARKS CHECKED BUT DUE TO SOME CHANGES A NEW DESCRIPTION
 EH2887'AND TO REACH FOLLOWS.
 EH2887'
 EH2887'STATION IS LOCATED NEAR THE WEST EDGE OF THE YARD OF MR. C.F.
 EH2887'TYSON, ABOUT 7 MILES NORTHWEST OF MARIANNA, 13 MILES
 EH2887'SOUTH-SOUTHWEST OF FORREST CITY AND ON THE PROPERTY OF MR. C.F.
 EH2887'TYSON.
 EH2887'
 EH2887'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY
 EH2887'1 IN THE NORTHWEST EDGE OF MARIANNA, GO NORTH ON HIGHWAY 1
 EH2887'FOR 2.7 MILES TO THE JUNCTION WITH STATE HIGHWAY 121.  TURN LEFT
 EH2887'AND GO WEST, NORTHWEST AND NORTH ON HIGHWAY 121 FOR 5.35 MILES TO
 EH2887'A FORK WHERE HIGHWAY 121 CURVES WEST.  TAKE THE RIGHT FORK
 EH2887'AND GO NORTH ON A GRAVELED ROAD ABOUT 200 FEET TO THE STATION ON
 EH2887'THE RIGHT.
 EH2887'
 EH2887'STATION MARKS ARE STANDARD DISKS STAMPED WESTOR 1953.
 EH2887'THE SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH2887'IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 40 FEET EAST
 EH2887'OF THE CENTER OF A GRAVELED ROAD, 41 FEET SOUTHWEST OF THE
 EH2887'CENTER OF A GRAVELED DRIVEWAY 72 FEET WEST OF A 40 INCH OAK TREE,
 EH2887'100 FEET SOUTHWEST OF A 40 INCH OAK TREE AND 102 FEET SOUTHEAST
 EH2887'OF THE CENTER OF A CROSSROAD.  THE UNDERGROUND MARK WAS NOT
 EH2887'INSPECTED.
 EH2887'
 EH2887'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WESTOR NO 1 1953,
 EH2887'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 EH2887'IT IS 1.5 FEET SOUTHWEST OF A FENCE CORNER, 23 FEET SOUTH OF
 EH2887'THE CENTER OF A GRAVELED ROAD AND 96 FEET NORTHEAST OF A 40
 EH2887'INCH OAK TREE.
 EH2887'
 EH2887'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WESTOR NO 2 1953,
 EH2887'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT
 EH2887'IS 2 FEET NORTH OF A POWER POLE, 60 FEET NORTHWEST OF THE CENTER
 EH2887'OF THE CROSSROAD, 42 FEET EAST OF THE SOUTHEAST CORNER OF A
 EH2887'FRAME HOUSE AND 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EH2887'OF A CONCRETE BLOCK BUILDING.
 EH2887'
 EH2887'AZIMUTH MARK, A STANDARD DISK STAMPED WESTOR 1953, IS SET IN A
 EH2887'ROUND CONCRETE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT
 EH2887'IS 1 FEET EAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL
 EH2887'WITNESS POST, 4 FEET SOUTHWEST OF A FENCE CORNER AND 41 FEET
 EH2887'NORTH OF STATE HIGHWAY 121.
 EH2887'
 EH2887'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON A
 EH2887'GRAVELED ROAD FOR 0.1 MILE TO STATE HIGHWAY 121.  GO
 EH2887'WEST-NORTHWEST ON HIGHWAY 121 FOR 0.45 MILE TO A TRACK ROAD
 EH2887'RIGHT AND THE AZIMUTH ON THE RIGHT.
 EH2887'
 EH2887'NOTE- REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION.
 EH2887'
 EH2887'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0334 ***********************************************************************
 EJ0334  DESIGNATION -  WET
 EJ0334  PID         -  EJ0334
 EJ0334  STATE/COUNTY-  AR/PULASKI
 EJ0334  USGS QUAD   -  JACKSONVILLE (1987)
 EJ0334
 EJ0334                         *CURRENT SURVEY CONTROL
 EJ0334  ___________________________________________________________________
 EJ0334* NAD 83(1986)-  34 45 52.     (N)    092 03 57.     (W)     SCALED    
 EJ0334* NAVD 88     -        74.014  (meters)     242.83   (feet)  POSTED    
 EJ0334  ___________________________________________________________________
 EJ0334  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0334  DYNAMIC HT  -          73.950 (meters)     242.62  (feet)  COMP
 EJ0334  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 EJ0334
 EJ0334  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0334
 EJ0334.The horizontal coordinates were scaled from a topographic map and have
 EJ0334.an estimated accuracy of +/- 6 seconds.
 EJ0334
 EJ0334.The orthometric height was determined by differential leveling
 EJ0334.and adjusted by the National Geodetic Survey in 1992..
 EJ0334.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0334.rate of 0.0 thru 1.0 mm/km.
 EJ0334
 EJ0334.The geoid height was determined by GEOID03.
 EJ0334
 EJ0334.The dynamic height is computed by dividing the NAVD 88
 EJ0334.geopotential number by the normal gravity value computed on the
 EJ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0334.degrees latitude (g = 980.6199 gals.).
 EJ0334
 EJ0334.The modeled gravity was interpolated from observed gravity values.
 EJ0334
 EJ0334;                    North         East    Units  Estimated Accuracy
 EJ0334;SPC AR S     -   632,680.      393,970.      MT  (+/- 180 meters Scaled)
 EJ0334
 EJ0334                          SUPERSEDED SURVEY CONTROL
 EJ0334
 EJ0334  NGVD 29 (??/??/92)   74.05   (m)          242.9    (f) COMPUTED    2 0
 EJ0334
 EJ0334.Superseded values are not recommended for survey control.
 EJ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0334.See file dsdata.txt to determine how the superseded data were derived.
 EJ0334
 EJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU854473(NAD 83)
 EJ0334_MARKER: DD = SURVEY DISK
 EJ0334_SETTING: 0 = UNSPECIFIED SETTING
 EJ0334_STAMPING: WET 1937
 EJ0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0334
 EJ0334  HISTORY     - Date     Condition        Report By
 EJ0334  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0334  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0334
 EJ0334                          STATION DESCRIPTION
 EJ0334
 EJ0334'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0334'4.3 MI E FROM GALLOWAY.
 EJ0334'IN LONOKE COUNTY, 4.3 MILES EAST ALONG U. S. HIGHWAY 70 FROM GALLOWAY,
 EJ0334'PULASKI COUNTY, 0.6 MILE EAST OF THE PULASKI-LONOKE COUNTY LINE, 0.3
 EJ0334'MILE WEST OF MARTIN SCHOOL, 0.15 MILE WEST OF THE JUNCTION OF A GRAVEL
 EJ0334'ROAD LEADING NORTH TO KERR, NEAR A GROUP OF FARMHOUSES, AND NORTH OF
 EJ0334'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, PROBABLY STAMPED WET 1937.
 EJ0334
 EJ0334                          STATION RECOVERY (1984)
 EJ0334
 EJ0334'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0333 ***********************************************************************
 EJ0333  DESIGNATION -  WEU
 EJ0333  PID         -  EJ0333
 EJ0333  STATE/COUNTY-  AR/PULASKI
 EJ0333  USGS QUAD   -  JACKSONVILLE (1987)
 EJ0333
 EJ0333                         *CURRENT SURVEY CONTROL
 EJ0333  ___________________________________________________________________
 EJ0333* NAD 83(1986)-  34 45 53.     (N)    092 06 12.     (W)     SCALED    
 EJ0333* NAVD 88     -        73.766  (meters)     242.01   (feet)  POSTED    
 EJ0333  ___________________________________________________________________
 EJ0333  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EJ0333  DYNAMIC HT  -          73.700 (meters)     241.80  (feet)  COMP
 EJ0333  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 EJ0333
 EJ0333  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0333
 EJ0333.The horizontal coordinates were scaled from a topographic map and have
 EJ0333.an estimated accuracy of +/- 6 seconds.
 EJ0333
 EJ0333.The orthometric height was determined by differential leveling
 EJ0333.and adjusted by the National Geodetic Survey in 1992..
 EJ0333.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0333.rate of 0.0 thru 1.0 mm/km.
 EJ0333
 EJ0333.The geoid height was determined by GEOID03.
 EJ0333
 EJ0333.The dynamic height is computed by dividing the NAVD 88
 EJ0333.geopotential number by the normal gravity value computed on the
 EJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0333.degrees latitude (g = 980.6199 gals.).
 EJ0333
 EJ0333.The modeled gravity was interpolated from observed gravity values.
 EJ0333
 EJ0333;                    North         East    Units  Estimated Accuracy
 EJ0333;SPC AR S     -   632,710.      390,540.      MT  (+/- 180 meters Scaled)
 EJ0333
 EJ0333                          SUPERSEDED SURVEY CONTROL
 EJ0333
 EJ0333  NGVD 29 (??/??/92)   73.80   (m)          242.1    (f) COMPUTED    2 0
 EJ0333
 EJ0333.Superseded values are not recommended for survey control.
 EJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0333.See file dsdata.txt to determine how the superseded data were derived.
 EJ0333
 EJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU820473(NAD 83)
 EJ0333_MARKER: DD = SURVEY DISK
 EJ0333_SETTING: 0 = UNSPECIFIED SETTING
 EJ0333_STAMPING: WEU 1937
 EJ0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0333
 EJ0333  HISTORY     - Date     Condition        Report By
 EJ0333  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0333  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0333
 EJ0333                          STATION DESCRIPTION
 EJ0333
 EJ0333'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0333'2.2 MI E FROM GALLOWAY.
 EJ0333'2.2 MILES EAST ALONG U.S. HIGHWAY 70 FROM GALLOWAY, PULASKI COUNTY, AT
 EJ0333'ST. JOSEPH SCHOOL, AND NORTH OF THE HIGHWAY.  A STATE SURVEY STANDARD
 EJ0333'DISK, PROBABLY STAMPED WEU 1937.
 EJ0333
 EJ0333                          STATION RECOVERY (1984)
 EJ0333
 EJ0333'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0343 ***********************************************************************
 EJ0343  DESIGNATION -  WEZ
 EJ0343  PID         -  EJ0343
 EJ0343  STATE/COUNTY-  AR/PULASKI
 EJ0343  USGS QUAD   -  SCOTT (1987)
 EJ0343
 EJ0343                         *CURRENT SURVEY CONTROL
 EJ0343  ___________________________________________________________________
 EJ0343* NAD 83(1986)-  34 41 16.     (N)    092 03 17.     (W)     SCALED    
 EJ0343* NAVD 88     -        72.820  (meters)     238.91   (feet)  POSTED    
 EJ0343  ___________________________________________________________________
 EJ0343  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EJ0343  DYNAMIC HT  -          72.750 (meters)     238.68  (feet)  COMP
 EJ0343  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 EJ0343
 EJ0343  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0343
 EJ0343.The horizontal coordinates were scaled from a topographic map and have
 EJ0343.an estimated accuracy of +/- 6 seconds.
 EJ0343
 EJ0343.The orthometric height was determined by differential leveling
 EJ0343.and adjusted by the National Geodetic Survey in 1992..
 EJ0343.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0343.rate of 0.0 thru 1.0 mm/km.
 EJ0343
 EJ0343.The geoid height was determined by GEOID03.
 EJ0343
 EJ0343.The dynamic height is computed by dividing the NAVD 88
 EJ0343.geopotential number by the normal gravity value computed on the
 EJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0343.degrees latitude (g = 980.6199 gals.).
 EJ0343
 EJ0343.The modeled gravity was interpolated from observed gravity values.
 EJ0343
 EJ0343;                    North         East    Units  Estimated Accuracy
 EJ0343;SPC AR S     -   624,170.      394,990.      MT  (+/- 180 meters Scaled)
 EJ0343
 EJ0343                          SUPERSEDED SURVEY CONTROL
 EJ0343
 EJ0343  NGVD 29 (??/??/92)   72.859  (m)          239.04   (f) ADJ UNCH    2 0
 EJ0343
 EJ0343.Superseded values are not recommended for survey control.
 EJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0343.See file dsdata.txt to determine how the superseded data were derived.
 EJ0343
 EJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU865388(NAD 83)
 EJ0343_MARKER: DD = SURVEY DISK
 EJ0343_SETTING: 0 = UNSPECIFIED SETTING
 EJ0343_STAMPING: WEZ 1937
 EJ0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0343
 EJ0343  HISTORY     - Date     Condition        Report By
 EJ0343  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0343
 EJ0343                          STATION DESCRIPTION
 EJ0343
 EJ0343'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EJ0343'3 MI E FROM SCOTT.
 EJ0343'ABOUT 3 MILES EAST OF SCOTT, PULASKI COUNTY, ON A GRAVEL ROAD, 0.8
 EJ0343'MILE WEST OF PLEASANT VALLEY CHURCH, 0.6 MILE WEST OF A DIRT-ROAD
 EJ0343'INTERSECTION, OPPOSITE A FARMHOUSE, AND ON THE NORTH SIDE OF THE ROAD.
 EJ0343'A STATE SURVEY STANDARD DISK, PROBABLY STAMPED WEZ 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1490 ***********************************************************************
 FF1490  DESIGNATION -  WFI
 FF1490  PID         -  FF1490
 FF1490  STATE/COUNTY-  AR/WHITE
 FF1490  USGS QUAD   -  BEEBE (1994)
 FF1490
 FF1490                         *CURRENT SURVEY CONTROL
 FF1490  ___________________________________________________________________
 FF1490* NAD 83(1986)-  35 01 15.     (N)    091 58 53.     (W)     SCALED    
 FF1490* NAVD 88     -        77.282  (meters)     253.55   (feet)  POSTED    
 FF1490  ___________________________________________________________________
 FF1490  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1490  DYNAMIC HT  -          77.210 (meters)     253.31  (feet)  COMP
 FF1490  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 FF1490
 FF1490  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF1490
 FF1490.The horizontal coordinates were scaled from a topographic map and have
 FF1490.an estimated accuracy of +/- 6 seconds.
 FF1490
 FF1490.The orthometric height was determined by differential leveling
 FF1490.and adjusted by the National Geodetic Survey in 1992..
 FF1490.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF1490.rate of 0.0 thru 1.0 mm/km.
 FF1490
 FF1490.The geoid height was determined by GEOID03.
 FF1490
 FF1490.The dynamic height is computed by dividing the NAVD 88
 FF1490.geopotential number by the normal gravity value computed on the
 FF1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1490.degrees latitude (g = 980.6199 gals.).
 FF1490
 FF1490.The modeled gravity was interpolated from observed gravity values.
 FF1490
 FF1490;                    North         East    Units  Estimated Accuracy
 FF1490;SPC AR N     -    76,270.      401,700.      MT  (+/- 180 meters Scaled)
 FF1490
 FF1490                          SUPERSEDED SURVEY CONTROL
 FF1490
 FF1490  NGVD 29 (??/??/??)   77.281  (m)          253.55   (f) ADJUSTED    2 0
 FF1490
 FF1490.Superseded values are not recommended for survey control.
 FF1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1490.See file dsdata.txt to determine how the superseded data were derived.
 FF1490
 FF1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU929758(NAD 83)
 FF1490_MARKER: DD = SURVEY DISK
 FF1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1490_STAMPING: WFI 1939
 FF1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1490+STABILITY: SURFACE MOTION
 FF1490
 FF1490  HISTORY     - Date     Condition        Report By
 FF1490  HISTORY     - 1939     MONUMENTED       ARGS
 FF1490  HISTORY     - 20020329 MARK NOT FOUND   USACE
 FF1490
 FF1490                          STATION DESCRIPTION
 FF1490
 FF1490'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939
 FF1490'1.5 MI SE FROM OPAL.
 FF1490'ABOUT 1-1/2 MILES SOUTHEAST ALONG A COUNTY ROAD FROM OPAL, WHITE
 FF1490'COUNTY, AT THE G.N. HOTT FARMHOUSE, 105 FEET NORTHWEST OF THE
 FF1490'NORTHWEST CORNER OF THE HOUSE, 16 FEET WEST OF THE CENTER LINE
 FF1490'OF THE ROAD, 5 FEET NORTHWEST OF A POST MARKED BM, AND AT A
 FF1490'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED WFI 1939 AND SET
 FF1490'IN THE TOP OF A CONCRETE POST.
 FF1490
 FF1490                          STATION RECOVERY (2002)
 FF1490
 FF1490'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1490'PRESUMED DESTROYED DUE TO HIGHWAY BEING WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2897 ***********************************************************************
 EH2897  DESIGNATION -  WHEATLEY ARK RICE COOP DRIER
 EH2897  PID         -  EH2897
 EH2897  STATE/COUNTY-  AR/ST FRANCIS
 EH2897  USGS QUAD   -  WHEATLEY (1971)
 EH2897
 EH2897                         *CURRENT SURVEY CONTROL
 EH2897  ___________________________________________________________________
 EH2897* NAD 83(1997)-  34 54 43.53544(N)    091 06 46.88151(W)     ADJUSTED  
 EH2897* NAVD 88     -                                                        
 EH2897  ___________________________________________________________________
 EH2897  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EH2897  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2897
 EH2897  HORZ ORDER  -  THIRD
 EH2897
 EH2897.The horizontal coordinates were established by classical geodetic methods
 EH2897.and adjusted by the National Geodetic Survey in September 1999..
 EH2897
 EH2897
 EH2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2897
 EH2897.The geoid height was determined by GEOID03.
 EH2897
 EH2897;                    North         East     Units Scale Factor Converg.
 EH2897;SPC AR N     -    64,574.171   481,056.287   MT  1.00000424   +0 30 58.1
 EH2897;SPC AR N     -   211,857.09  1,578,265.50   sFT  1.00000424   +0 30 58.1
 EH2897;SPC AR S     -   649,408.604   481,058.917   MT  1.00003567   +0 29 47.2
 EH2897;SPC AR S     - 2,130,601.39  1,578,274.13   sFT  1.00003567   +0 29 47.2
 EH2897;UTM  15      - 3,864,919.566   672,384.593   MT  0.99996626   +1 04 48.8
 EH2897
 EH2897                          SUPERSEDED SURVEY CONTROL
 EH2897
 EH2897  NAD 83(1986)-  34 54 43.54353(N)    091 06 46.87908(W) AD(       ) 4
 EH2897  NAD 27      -  34 54 43.20300(N)    091 06 46.43600(W) AD(       ) 3
 EH2897
 EH2897.Superseded values are not recommended for survey control.
 EH2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2897.See file dsdata.txt to determine how the superseded data were derived.
 EH2897
 EH2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7238564920(NAD 83)
 EH2897_MARKER: 65 = GRAIN ELEVATOR
 EH2897
 EH2897  HISTORY     - Date     Condition        Report By
 EH2897  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH2897
 EH2897                          STATION DESCRIPTION
 EH2897
 EH2897'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH2897'THE STATION IS LOCATED IN THE NORTHWEST PART OF WHEATLEY,
 EH2897'ADJACENT TO THE WHEATLEY RAILROAD STATION.  IT IS A CONCRETE
 EH2897'STRUCTURE HAVING THREE HEAD HOUSES ON TOP.  THE TALLEST HEAD HOUSE
 EH2897'IS 135 FEET HIGH, AND A TELEVISION RECEIVING ANTENNA, LOCATED
 EH2897'APPROXIMATELY ON THE CENTER OF THAT HEAD HOUSE, IS THE POINT
 EH2897'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1162 ***********************************************************************
 EH1162  DESIGNATION -  WHEATLEY RESET
 EH1162  PID         -  EH1162
 EH1162  STATE/COUNTY-  AR/ST FRANCIS
 EH1162  USGS QUAD   -  WHEATLEY (1971)
 EH1162
 EH1162                         *CURRENT SURVEY CONTROL
 EH1162  ___________________________________________________________________
 EH1162* NAD 83(1997)-  34 55 07.98623(N)    091 05 16.30681(W)     ADJUSTED  
 EH1162* NAVD 88     -        63.517  (meters)     208.39   (feet)  ADJUSTED  
 EH1162  ___________________________________________________________________
 EH1162  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 EH1162  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1162  DYNAMIC HT  -          63.459 (meters)     208.20  (feet)  COMP
 EH1162  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 EH1162
 EH1162  HORZ ORDER  -  FIRST
 EH1162  VERT ORDER  -  FIRST     CLASS II
 EH1162
 EH1162.The horizontal coordinates were established by classical geodetic methods
 EH1162.and adjusted by the National Geodetic Survey in September 1999..
 EH1162
 EH1162.The orthometric height was determined by differential leveling
 EH1162.and adjusted by the National Geodetic Survey in June 1991..
 EH1162
 EH1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1162
 EH1162.The geoid height was determined by GEOID03.
 EH1162
 EH1162.The dynamic height is computed by dividing the NAVD 88
 EH1162.geopotential number by the normal gravity value computed on the
 EH1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1162.degrees latitude (g = 980.6199 gals.).
 EH1162
 EH1162.The modeled gravity was interpolated from observed gravity values.
 EH1162
 EH1162;                    North         East     Units Scale Factor Converg.
 EH1162;SPC AR N     -    65,348.632   483,348.452   MT  1.00000287   +0 31 50.8
 EH1162;SPC AR N     -   214,397.97  1,585,785.71   sFT  1.00000287   +0 31 50.8
 EH1162;SPC AR S     -   650,182.291   483,351.427   MT  1.00003750   +0 30 37.9
 EH1162;SPC AR S     - 2,133,139.73  1,585,795.47   sFT  1.00003750   +0 30 37.9
 EH1162;UTM  15      - 3,865,716.529   674,668.949   MT  0.99997603   +1 05 41.3
 EH1162
 EH1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1162!SPC AR N     -   0.99999425  x   1.00000287  =   0.99999712
 EH1162!SPC AR S     -   0.99999425  x   1.00003750  =   1.00003175
 EH1162!UTM  15      -   0.99999425  x   0.99997603  =   0.99997028
 EH1162
 EH1162|---------------------------------------------------------------------|
 EH1162| PID    Reference Object                     Distance      Geod. Az  |
 EH1162|                                                           dddmmss.s |
 EH1162| EH1164 WHEATLEY RM 2                        31.855 METERS 21638     |
 EH1162| EH3131 JUNCTION RESET                      APPROX. 6.5 KM 2502455.7 |
 EH1162|---------------------------------------------------------------------|
 EH1162
 EH1162                          SUPERSEDED SURVEY CONTROL
 EH1162
 EH1162  NAD 83(1997)-  34 55 07.99129(N)    091 05 16.30404(W) AD(       ) 1
 EH1162  NAD 83(1986)-  34 55 07.99429(N)    091 05 16.30441(W) AD(       ) 1
 EH1162  NAD 27      -  34 55 07.65430(N)    091 05 15.86440(W) AD(       ) 1
 EH1162  NGVD 29 (??/??/92)   63.52   (m)          208.4    (f) COMPUTED    1 2
 EH1162
 EH1162.Superseded values are not recommended for survey control.
 EH1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1162.See file dsdata.txt to determine how the superseded data were derived.
 EH1162
 EH1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7466965717(NAD 83)
 EH1162_MARKER: DS = TRIANGULATION STATION DISK
 EH1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1162_STAMPING: WHEATLEY 1916 1920 BM
 EH1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1162+STABILITY: SURFACE MOTION
 EH1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1162+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 EH1162
 EH1162  HISTORY     - Date     Condition        Report By
 EH1162  HISTORY     - 1935     MONUMENTED       CGS
 EH1162  HISTORY     - 1954     GOOD             CGS
 EH1162  HISTORY     - 1955     GOOD             CGS
 EH1162  HISTORY     - 1955     GOOD             CGS
 EH1162  HISTORY     - 1963     GOOD             CGS
 EH1162  HISTORY     - 1963     GOOD             CGS
 EH1162  HISTORY     - 20030421 GOOD             USACE
 EH1162
 EH1162                          STATION DESCRIPTION
 EH1162
 EH1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSB)
 EH1162'STATION IS 83.59 FEET SW
 EH1162'OF MILEPOST NO.63 AND 40 METERS (131 FEET) E OF PRIVATE
 EH1162'ROAD CROSSING AT WM FISHERS HOUSE.  THE SURFACE MARK OF THIS
 EH1162'STATION WAS FOUND LOOSE IN GROUND, ABOUT 1.5 FEET SE OF
 EH1162'UNDERGROUND MARK, WHICH WAS CHECKED BY DISTANCE TO RECOVERED
 EH1162'REFERENCE MARK, DISTANCE FROM S RAILROAD RAIL, AND AZIMUTHS
 EH1162'TO ADJACENT STATIONS, BLOSSOM TO THE E AND STATION JUNCTION
 EH1162'TO THE W.  THE UNDERGROUND MARK WAS RESET TO A DEPTH OF 3 FEET
 EH1162'AND THE OLD SURFACE MARK RESET OVER IT IN A MASS OF CONCRETE
 EH1162'18 BY 18 BY 30 INCHES.
 EH1162'
 EH1162'REFERENCE MARK NO.1 (1935) IS A STANDARD BRONZE DISK SET
 EH1162'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 8.6 FEET N OF S
 EH1162'FENCE LINE OF RIGHT-OF-WAY 83 FEET S OF S RAILROAD RAIL, 52.5
 EH1162'FEET SE OF HIGH TENSION ELECTRIC POLE N.3, 20.67 METERS
 EH1162'(67.82 FEET) FROM STATION, S 37 DEG 40 MIN 55 SEC E.
 EH1162'
 EH1162'REFERENCE MARK NO.2-STAMPED WHEATLEY B.M. 1916-1920 WAS RECOVERED
 EH1162'AS DESCRIBED, 5.05 METERS (16.6 FEET) N OF S FENCE LINE OF
 EH1162'RIGHT-OF-WAY, 10 METERS (33 FEET) E OF MIDDLE OF PRIVATE
 EH1162'ROAD, 81.92 FEET SW OF ELECTRIC POLE NO.3 AND 31.875 METERS
 EH1162'(104.56 FEET) FROM STATION, S 36 DEG 38 MIN 25 SEC W.
 EH1162'
 EH1162'REFERENCE MARK NO.2 IS 32.955 METERS (108.06 FEET) FROM REFERENCE
 EH1162'MARK NO.1, S 73 DEG 47 MIN W.
 EH1162
 EH1162                          STATION RECOVERY (1954)
 EH1162
 EH1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH1162'THE STATION WAS RECOVERED AS DESCRIBED IN 1935 AND FOUND TO BE IN
 EH1162'GOOD CONDITION.  SINCE THE STATION WAS SO CLOSE TO THE RAILROAD
 EH1162'TRACK AND TELEPHONE LINES WERE RUNNING DIRECTLY OVER THE
 EH1162'STATION MARK, THE TOWER WAS BUILT OVER REFERENCE MARK 1.  THE
 EH1162'1935 DESCRIPTION IS ADEQUATE AND CORRECT.
 EH1162
 EH1162                          STATION RECOVERY (1955)
 EH1162
 EH1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CS)
 EH1162'THE STATION IS ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 EH1162'ABOUT 1.5 MILES NORTHEAST OF THE STATION AT WHEATLEY, 84 FEET
 EH1162'SOUTH AND ACROSS TRACK FROM MILE POLE 63, 18.7 FEET SOUTHEAST
 EH1162'OF SOUTHEAST RAIL, 129 FEET NORTHWEST OF CENTER LINE OF U.S.
 EH1162'HIGHWAY 70, 133 FEET EAST-NORTHEAST OF CENTER OF CROSSING
 EH1162'OF A GRAVEL ROAD, 27-1/2 FEET NORTH-NORTHWEST OF A TELEPHONE
 EH1162'POLE, 21 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, IN
 EH1162'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES AND STAMPED
 EH1162'WHEATLEY 1916 1920 BM.
 EH1162'
 EH1162'R.M. NO. 1 IS 67.796 FEET (20.662 METERS) EAST-SOUTHEAST
 EH1162'OF THE STATION MARK, 83 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 EH1162'135-1/2 FEET SOUTHEAST AND ACROSS TRACK FROM MILE POLE 63, 52-1/2
 EH1162'FEET EAST OF TELEPHONE POLE NO. 3, 2 FEET NORTHWEST OF A WHITE
 EH1162'WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY, 64 FEET NORTHWEST
 EH1162'OF CENTER LINE OF HIGHWAY 70, IN THE TOP OF A CONCRETE POST
 EH1162'PROJECTING 1 INCH AND STAMPED WHEATELY RM 1 1916 1920.
 EH1162'
 EH1162'R.M. NO. 2 IS 104.538 FEET (31.861 METERS) SOUTH-SOUTHWEST
 EH1162'OF THE STATION MARK, 76.6 FEET SOUTHEAST OF SOUTHEAST RAIL,
 EH1162'71 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 70, 1 FOOT NORTHEAST
 EH1162'OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE POST
 EH1162'ABOUT FLUSH WITH GROUND AND STAMPED WHEATLY RM 2 1916 1920 BM.
 EH1162
 EH1162                          STATION RECOVERY (1955)
 EH1162
 EH1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1162'1.5 MI NE FROM WHEATLEY.
 EH1162'ABOUT 1.5 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1162'RAILROAD FROM THE STATION AT WHEATLEY, 84 FEET SOUTH AND ACROSS TRACK
 EH1162'FROM MILE POLE 63, 18.7 FEET SOUTHEAST OF SOUTHEAST RAIL, 129 FEET
 EH1162'NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 70, 133 FEET EAST-NORTHEAST
 EH1162'OF CENTER OF CROSSING OF A GRAVEL ROAD, 27 1/2 FEET NORTH-NORTHWEST OF
 EH1162'A TELEPHONE POLE, 104.6 FEET NORTH-NORTHEAST OF RM NO. 2, 68 FEET
 EH1162'WEST-NORTHWEST OF RM NO. 1, 21 FEET NORTHWEST OF A WHITE WOODEN
 EH1162'WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 EH1162'OF A CONCRETE POST PROJECTING 3 INCHES.
 EH1162
 EH1162                          STATION RECOVERY (1963)
 EH1162
 EH1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH1162'STATION AND BOTH RMS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EH1162'WITNESS POSTS STOOD NEAR EACH MARK.
 EH1162'
 EH1162'ROUTE DESCRIPTION WAS ADEQUATE.
 EH1162
 EH1162                          STATION RECOVERY (1963)
 EH1162
 EH1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH1162'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ROUTE
 EH1162'DESCRIPTION FOR WHEATLEY RM NO. 1 WAS USED AND WAS ADEQUATE.
 EH1162
 EH1162                          STATION RECOVERY (2003)
 EH1162
 EH1162'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1163 ***********************************************************************
 EH1163  DESIGNATION -  WHEATLEY RM 1
 EH1163  PID         -  EH1163
 EH1163  STATE/COUNTY-  AR/ST FRANCIS
 EH1163  USGS QUAD   -  WHEATLEY (1971)
 EH1163
 EH1163                         *CURRENT SURVEY CONTROL
 EH1163  ___________________________________________________________________
 EH1163* NAD 83(1997)-  34 55 07.45549(N)    091 05 15.80904(W)     ADJUSTED  
 EH1163* NAVD 88     -        63.725  (meters)     209.07   (feet)  ADJUSTED  
 EH1163  ___________________________________________________________________
 EH1163  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 EH1163  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1163  DYNAMIC HT  -          63.667 (meters)     208.88  (feet)  COMP
 EH1163  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 EH1163
 EH1163  HORZ ORDER  -  FIRST
 EH1163  VERT ORDER  -  FIRST     CLASS II
 EH1163
 EH1163.The horizontal coordinates were established by classical geodetic methods
 EH1163.and adjusted by the National Geodetic Survey in September 1999..
 EH1163
 EH1163.The orthometric height was determined by differential leveling
 EH1163.and adjusted by the National Geodetic Survey in June 1991..
 EH1163
 EH1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1163
 EH1163.The geoid height was determined by GEOID03.
 EH1163
 EH1163.The dynamic height is computed by dividing the NAVD 88
 EH1163.geopotential number by the normal gravity value computed on the
 EH1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1163.degrees latitude (g = 980.6199 gals.).
 EH1163
 EH1163.The modeled gravity was interpolated from observed gravity values.
 EH1163
 EH1163;                    North         East     Units Scale Factor Converg.
 EH1163;SPC AR N     -    65,332.394   483,361.238   MT  1.00000290   +0 31 51.1
 EH1163;SPC AR N     -   214,344.70  1,585,827.66   sFT  1.00000290   +0 31 51.1
 EH1163;SPC AR S     -   650,166.049   483,364.208   MT  1.00003746   +0 30 38.1
 EH1163;SPC AR S     - 2,133,086.45  1,585,837.41   sFT  1.00003746   +0 30 38.1
 EH1163;UTM  15      - 3,865,700.419   674,681.893   MT  0.99997609   +1 05 41.6
 EH1163
 EH1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1163!SPC AR N     -   0.99999422  x   1.00000290  =   0.99999712
 EH1163!SPC AR S     -   0.99999422  x   1.00003746  =   1.00003168
 EH1163!UTM  15      -   0.99999422  x   0.99997609  =   0.99997031
 EH1163
 EH1163:                Primary Azimuth Mark                     Grid Az
 EH1163:SPC AR N     -  BLOSSOM                                  069 15 47.6
 EH1163:SPC AR S     -  BLOSSOM                                  069 17 00.6
 EH1163:UTM  15      -  BLOSSOM                                  068 41 57.1
 EH1163
 EH1163|---------------------------------------------------------------------|
 EH1163| PID    Reference Object                     Distance      Geod. Az  |
 EH1163|                                                           dddmmss.s |
 EH1163| EH1169 BLOSSOM                             APPROX. 4.1 KM 0694738.7 |
 EH1163| EH2901 BRINKLEY RADIO STATION KBJ 60 MAST  APPROX.14.6 KM 2190455.5 |
 EH1163| EH2907 BRINKLEY MUNICIPAL TANK             APPROX.10.2 KM 2492524.6 |
 EH1163| EH2935 BISCOE RADIO STA KLK 79 TOWER       APPROX.31.6 KM 2501702.0 |
 EH1163| EH2897 WHEATLEY ARK RICE COOP DRIER        APPROX. 2.4 KM 2521918.8 |
 EH1163| EH1164 WHEATLEY RM 2                        32.956 METERS 25347     |
 EH1163| EH1162 WHEATLEY RESET                       20.667 METERS 32219     |
 EH1163|---------------------------------------------------------------------|
 EH1163
 EH1163                          SUPERSEDED SURVEY CONTROL
 EH1163
 EH1163  NAD 83(1997)-  34 55 07.46055(N)    091 05 15.80627(W) AD(       ) 1
 EH1163  NAD 83(1986)-  34 55 07.46364(N)    091 05 15.80673(W) AD(       ) 1
 EH1163  NAD 27      -  34 55 07.12370(N)    091 05 15.36680(W) AD(       ) 1
 EH1163  NGVD 29 (??/??/??)   63.726  (m)          209.07   (f) ADJUSTED    1 2
 EH1163
 EH1163.Superseded values are not recommended for survey control.
 EH1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1163.See file dsdata.txt to determine how the superseded data were derived.
 EH1163
 EH1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7468265700(NAD 83)
 EH1163_MARKER: DR = REFERENCE MARK DISK
 EH1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1163_STAMPING: WHEATELY RM 1 1916 1920
 EH1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1163+STABILITY: SURFACE MOTION
 EH1163
 EH1163  HISTORY     - Date     Condition        Report By
 EH1163  HISTORY     - 1935     MONUMENTED       CGS
 EH1163  HISTORY     - 1954     GOOD             CGS
 EH1163  HISTORY     - 1955     GOOD             CGS
 EH1163  HISTORY     - 1963     GOOD             CGS
 EH1163  HISTORY     - 1963     GOOD             CGS
 EH1163  HISTORY     - 1965     GOOD             CGS
 EH1163
 EH1163                          STATION DESCRIPTION
 EH1163
 EH1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1163'REFERENCE MARK NO.1 (1935) IS A STANDARD BRONZE DISK SET
 EH1163'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 8.6 FEET N OF S
 EH1163'FENCE LINE OF RIGHT-OF-WAY 83 FEET S OF S RAILROAD RAIL, 52.5
 EH1163'FEET SE OF HIGH TENSION ELECTRIC POLE N.3, 20.67 METERS
 EH1163'(67.82 FEET) FROM STATION, S 37 DEG 40 MIN 55 SEC E.
 EH1163
 EH1163                          STATION RECOVERY (1954)
 EH1163
 EH1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH1163'THE STATION IS ON THE RIGHT-OF-WAY OF THE CHICAGO, ROCK ISLAND
 EH1163'AND PACIFIC RAILROAD, ABOUT 2 MILES EAST OF WHEATLEY RAILROAD
 EH1163'DEPOT, 87 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 48 FEET
 EH1163'SOUTHEAST OF A TELEPHONE POLE AND 57 FEET NORTH OF THE CENTER
 EH1163'OF U.S. HIGHWAY 70.
 EH1163'
 EH1163'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHEATLEY,
 EH1163'GO EAST ON U.S. HIGHWAY 70 FOR 1.9 MILES TO A DRIVEWAY ON THE LEFT
 EH1163'AND THE STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION
 EH1163'AS DESCRIBED.
 EH1163'
 EH1163'TO REACH THE AZIMUTH MARK (BLOSSOM 1916-1954) FROM THE STATION,
 EH1163'GO EAST ON THE HIGHWAY FOR 2.5 MILES TO A TIN COVERED SHED
 EH1163'AT BLOSSOM RAILROAD SIDING, GO NORTH, CROSS TRACK TO THE
 EH1163'MARK AS DESCRIBED.
 EH1163'
 EH1163'THE STATION MARK PROJECT 1-INCH AND THE DISK IS STAMPED WHEATELY
 EH1163'NO 1 1916 1920.
 EH1163'
 EH1163'REFERENCE MARK 2 IS 76 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 EH1163'68 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 36 FEET EAST
 EH1163'OF THE CENTER OF THE DIRT ROAD.  THE MARK IS FLUSH WITH THE
 EH1163'SURFACE OF THE GROUND AND THE DISK IS STAMPED WHEATLY NO 2 1916
 EH1163'1920 B.M.
 EH1163'
 EH1163'WHEATLEY 1916 (STATION MARK) IS 127 FEET NORTH OF THE CENTER
 EH1163'OF THE HIGHWAY, 118 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 EH1163'23 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 21 FEET NORTH
 EH1163'OF A WHITE 4 IN X 4 IN WITNESS POST AND 17 FEET SOUTH OF THE SOUTH
 EH1163'RAIL OF THE TRACK.  THE MARK PROJECTS 4 INCHES AND THE DISK
 EH1163'IS STAMPED WHEATLEY 1916 1920 B.M.
 EH1163'
 EH1163'TRIANGULATION STATION BLOSSOM 1916 WAS USE AS THE AZIMUTH MARK.
 EH1163'IT IS 250 FEET NORTHEAST OF THE BLOSSOM RAILROAD SIDING, 101
 EH1163'FEET EAST OF THE CENTER OF A DIRT ROAD, 81 FEET SOUTH OF THE
 EH1163'CENTER OF A DIRT ROAD PARALLEL TO THE RAILROAD TRACK, 54 FEET
 EH1163'EAST-SOUTHEAST OF A TELEPHONE POLE, 25 FEET NORTH OF THE NORTH
 EH1163'RAIL OF THE TRACK, AND 6 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN
 EH1163'WITNESS POST.
 EH1163'
 EH1163'NOTE- WHEATLEY, SPELLED CORRECTLY HERE, IS MISPELLED ON REFERENCE
 EH1163'MARK DISCS 1 AND 2.
 EH1163'
 EH1163'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH1163
 EH1163                          STATION RECOVERY (1955)
 EH1163
 EH1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EH1163'1.5 MI NE FROM WHEATLEY.
 EH1163'ABOUT 1.5 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1163'RAILROAD FROM THE STATION AT WHEATLEY, 135 1/2 FEET SOUTHEAST AND
 EH1163'ACROSS TRACK FROM MILE POLE 63, 83 FEET SOUTHEAST OF SOUTHEAST RAIL,
 EH1163'64 FEET NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 70, 68 FEET
 EH1163'EAST-SOUTHEAST OF STATION MARK, 108.3 FEET EAST-NORTHEAST OF RM NO. 2,
 EH1163'52 1/2 FEET EAST OF TELEPHONE POLE NO. 3, 2 FEET NORTHWEST OF A WHITE
 EH1163'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK, ABOUT
 EH1163'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 EH1163'INCH.
 EH1163
 EH1163                          STATION RECOVERY (1963)
 EH1163
 EH1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH1163'STATION, WHEATLEY BM 1916-20, AND RM 2 WERE RECOVERED IN GOOD
 EH1163'CONDITION AS DESCRIBED.  METAL WITNESS POSTS STOOD NEAR EACH
 EH1163'MARK.
 EH1163'
 EH1163'ROUTE DESCRIPTION WAS ADEQUATE.
 EH1163
 EH1163                          STATION RECOVERY (1963)
 EH1163
 EH1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH1163'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ROUTE
 EH1163'DESCRIPTION WAS ADEQUATE.  STATION BLOSSOM 1916 1954 WHICH IS USED
 EH1163'AS THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 EH1163
 EH1163                          STATION RECOVERY (1965)
 EH1163
 EH1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RA)
 EH1163'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EH1163'THE DISTANCES AND DIRECTIONS TO ALL THE MARKS CHECKED.  DUE TO
 EH1163'SOME CHANGES A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 EH1163'
 EH1163'THE STATION ON THE RIGHT-OF-WAY OF THE CHICAGO, ROCK ISLAND AND
 EH1163'AND PACIFIC RAILROAD, ABOUT 1.5 MILES EAST OF WHEATLEY.
 EH1163'
 EH1163'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY
 EH1163'78 AT THE EAST EDGE OF WHEATLEY, GO EAST ON HIGHWAY 70 FOR
 EH1163'1.2 MILES TO A DIM CROSSROAD.  CONTINUE EAST ON HIGHWAY
 EH1163'70 FOR ABOUT 125 FEET TO THE STATION ON THE LEFT.
 EH1163'
 EH1163'STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED WHEATLY
 EH1163'RM 1 1916-1920, IS SET IN A SQUARE CONCRETE MONUMENT WHICH
 EH1163'PROJECTS 1 INCH.  IT IS 1 FOOT NORTH OF A METAL WITNESS POST,
 EH1163'52 FEET SOUTHEAST OF A TELEPHONE POLE, 64 FEET NORTH OF THE
 EH1163'CENTERLINE OF HIGHWAY 70 AND 83 FEET SOUTH OF THE SOUTH RAIL
 EH1163'OF THE RAILROAD.
 EH1163'
 EH1163'WHEATLEY 1916 IS A STANDARD STATION MARK DISK STAMPED WHEATLEY
 EH1163'1916 1920 BM, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EH1163'2 INCHES.  IT IS 1 FOOT WEST OF A WITNESS POST, 17 FEET SOUTH OF
 EH1163'THE SOUTH RAIL OF THE RAILROAD, 21 FEET NORTHEAST OF THE TELEPHONE
 EH1163'POLE, 130 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 118
 EH1163'FEET EAST OF THE CENTER OF A DIRT ROAD.  THE UNDERGOUND
 EH1163'MARK WAS NOT INSPECTED.
 EH1163'
 EH1163'REFERENCE MARK 2, A STANDARD DISK STAMPED WHEATLY RM 2 1916
 EH1163'1920 BM, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH1163'THE SURFACE OF THE GROUND.  IT IS 1 FOOT EAST OF A METAL WITNESS
 EH1163'POST, 38 FEET EAST OF THE CENTER OF THE DIRT ROAD, 71 FEET
 EH1163'NORTH OF THE CENTERLINE OF HIGHWAY 70 AND 76 FEET SOUTH OF THE
 EH1163'SOUTH RAIL OF THE RAILROAD.
 EH1163'
 EH1163'BLOSSOM 1916-1954 (AZIMUTH MARK) IS TRIANGULATION STATION
 EH1163'BLOSSOM USED AS AN AZIMUTH MARK, IS A STANDARD STATION MARK
 EH1163'DISK STAMPED BLOSSOM 1916 1954, IS SET IN A ROUND CONCRETE
 EH1163'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 1 FOOT SOUTH OF A METAL
 EH1163'WITNESS POST, 27 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD,
 EH1163'90 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD 113 FEET EAST
 EH1163'OF THE CENTER OF A GRAVELED ROAD AND 124 FEET SOUTHEAST OF
 EH1163'THE CENTER OF A CROSSROAD.  THE UNDERGROUND MARK WAS
 EH1163'NOT INSPECTED.
 EH1163'
 EH1163'TO REACH THE BLOSSOM 1916-1954 FROM THE STATION, GO EAST ON
 EH1163'HIGHWAY 70 FOR 2.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 EH1163'ON A GRAVELED ROAD FOR 0.05 MILE TO A RAILROAD TRACK AND THE
 EH1163'MARK ON THE RIGHT ON THE NORTH SIDE OF THE RAILROAD.
 EH1163'
 EH1163'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1164 ***********************************************************************
 EH1164  DESIGNATION -  WHEATLEY RM 2
 EH1164  PID         -  EH1164
 EH1164  STATE/COUNTY-  AR/ST FRANCIS
 EH1164  USGS QUAD   -  WHEATLEY (1971)
 EH1164
 EH1164                         *CURRENT SURVEY CONTROL
 EH1164  ___________________________________________________________________
 EH1164* NAD 83(1997)-  34 55 07.15672(N)    091 05 17.05568(W)     ADJUSTED  
 EH1164* NAVD 88     -        63.570  (meters)     208.56   (feet)  ADJUSTED  
 EH1164  ___________________________________________________________________
 EH1164  X           -     -99,420.806 (meters)                     COMP
 EH1164  Y           -  -5,234,683.840 (meters)                     COMP
 EH1164  Z           -   3,630,491.856 (meters)                     COMP
 EH1164  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 EH1164  ELLIP HEIGHT-          36.70  (meters)          (09/24/01) GPS OBS
 EH1164  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1164  DYNAMIC HT  -          63.512 (meters)     208.37  (feet)  COMP
 EH1164  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 EH1164
 EH1164  HORZ ORDER  -  FIRST
 EH1164  VERT ORDER  -  FIRST     CLASS II
 EH1164  ELLP ORDER  -  FOURTH    CLASS II
 EH1164
 EH1164.The horizontal coordinates were established by GPS observations
 EH1164.and adjusted by the National Geodetic Survey in September 1999..
 EH1164
 EH1164.The orthometric height was determined by differential leveling
 EH1164.and adjusted by the National Geodetic Survey in June 1991..
 EH1164
 EH1164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1164
 EH1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1164
 EH1164.The ellipsoidal height was determined by GPS observations
 EH1164.and is referenced to NAD 83.
 EH1164
 EH1164.The geoid height was determined by GEOID03.
 EH1164
 EH1164.The dynamic height is computed by dividing the NAVD 88
 EH1164.geopotential number by the normal gravity value computed on the
 EH1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1164.degrees latitude (g = 980.6199 gals.).
 EH1164
 EH1164.The modeled gravity was interpolated from observed gravity values.
 EH1164
 EH1164;                    North         East     Units Scale Factor Converg.
 EH1164;SPC AR N     -    65,322.894   483,329.681   MT  1.00000292   +0 31 50.3
 EH1164;SPC AR N     -   214,313.53  1,585,724.13   sFT  1.00000292   +0 31 50.3
 EH1164;SPC AR S     -   650,156.560   483,332.646   MT  1.00003743   +0 30 37.4
 EH1164;SPC AR S     - 2,133,055.31  1,585,733.86   sFT  1.00003743   +0 30 37.4
 EH1164;UTM  15      - 3,865,690.609   674,650.433   MT  0.99997595   +1 05 40.9
 EH1164
 EH1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1164!SPC AR N     -   0.99999424  x   1.00000292  =   0.99999716
 EH1164!SPC AR S     -   0.99999424  x   1.00003743  =   1.00003167
 EH1164!UTM  15      -   0.99999424  x   0.99997595  =   0.99997019
 EH1164
 EH1164                          SUPERSEDED SURVEY CONTROL
 EH1164
 EH1164  ELLIP H (09/14/99)   36.81   (m)                       GP(       ) 4 1
 EH1164  NAD 83(1997)-  34 55 07.16083(N)    091 05 17.05320(W) AD(       ) 1
 EH1164  NAD 83(1986)-  34 55 07.16540(N)    091 05 17.05152(W) AD(       ) 1
 EH1164  NGVD 29 (??/??/??)   63.570  (m)          208.56   (f) ADJUSTED    1 2
 EH1164
 EH1164.Superseded values are not recommended for survey control.
 EH1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1164.See file dsdata.txt to determine how the superseded data were derived.
 EH1164
 EH1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7465065691(NAD 83)
 EH1164_MARKER: DR = REFERENCE MARK DISK
 EH1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1164_SP_SET: CONCRETE POST
 EH1164_STAMPING: WHEATLEY NO 2 1916 1920 BM
 EH1164_MARK LOGO: CGS   
 EH1164_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1164+STABILITY: SURFACE MOTION
 EH1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1164+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1990
 EH1164
 EH1164  HISTORY     - Date     Condition        Report By
 EH1164  HISTORY     - 1916     MONUMENTED       CGS
 EH1164  HISTORY     - 1955     GOOD             CGS
 EH1164  HISTORY     - 19900330 GOOD             NGS
 EH1164
 EH1164                          STATION DESCRIPTION
 EH1164
 EH1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1164'1.5 MI NE FROM WHEATLEY.
 EH1164'ABOUT 1.5 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1164'RAILROAD FROM THE STATION AT WHEATLEY, 185 1/2 FEET SOUTH AND ACROSS
 EH1164'TRACK FROM MILE POLE 63, 76.6 FEET SOUTHEAST OF SOUTHEAST RAIL, 71
 EH1164'FEET NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 70, 90 1/2 FEET EAST OF
 EH1164'CENTER OF CROSSING OF A GRAVEL ROAD, 104.6 FEET SOUTH-SOUTHWEST OF
 EH1164'STATION MARK, 108.3 FEET WEST-SOUTHWEST OF RM NO. 1, 1 FOOT NORTHEAST
 EH1164'OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK
 EH1164'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 EH1164
 EH1164                          STATION RECOVERY (1990)
 EH1164
 EH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EH1164'REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 EH1164'SEARCHED FOR.  STATION IS LOCATED ABOUT  18.0 KM (11.2 MI) SOUTHWEST
 EH1164'OF PALESTINE, 15.8 KM (9.8 MI) NORTHWEST OF MORO, AND 1.9 KM
 EH1164'(1.2 MI) NORTHEAST OF WHEATLEY.  OWNERSHIP--ARKANSAS HIGHWAY AND
 EH1164'TRANSPORTATION DEPARTMENT.
 EH1164'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 78 IN
 EH1164'WHEATLEY, GO NORTHEAST ON U.S. HIGHWAY 70 FOR 1.90 KM (1.18 MI) TO A
 EH1164'GRAVELED ROAD AND THE STATION ON THE LEFT.
 EH1164'STATION IS A STANDARD CGS REFERENCE MARK DISK STAMPED---WHEATLEY NO 2
 EH1164'1916 1920 BM---, SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT
 EH1164'IS FLUSH WITH THE GROUND.  IT IS 23.3 M (76.4 FT) SOUTHEAST OF THE
 EH1164'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 21.6 M (70.9 FT) NORTHWEST
 EH1164'OF THE CENTERLINE OF U.S. HIGHWAY 70, 11.2 M (36.7 FT) NORTHEAST OF
 EH1164'THE CENTER OF A GRAVELED ROAD, AND 0.35 M (1.15 FT) NORTHEAST OF A
 EH1164'METAL WITNESS POST.
 EH1164'THIS MARK IS ALSO AN NGS BENCH MARK.
 EH1164'DESCRIBED BY E.J.HANSMANN.  CHECKED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0897 ***********************************************************************
 GE0897  DESIGNATION -  WHEELING
 GE0897  PID         -  GE0897
 GE0897  STATE/COUNTY-  AR/FULTON
 GE0897  USGS QUAD   -  BYRON (1984)
 GE0897
 GE0897                         *CURRENT SURVEY CONTROL
 GE0897  ___________________________________________________________________
 GE0897* NAD 83(1997)-  36 18 09.22525(N)    091 52 33.59520(W)     ADJUSTED  
 GE0897* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 GE0897  ___________________________________________________________________
 GE0897  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GE0897  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GE0897
 GE0897  HORZ ORDER  -  THIRD
 GE0897
 GE0897.The horizontal coordinates were established by classical geodetic methods
 GE0897.and adjusted by the National Geodetic Survey in September 1999..
 GE0897
 GE0897.The orthometric height was scaled from a topographic map.
 GE0897
 GE0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0897
 GE0897.The geoid height was determined by GEOID03.
 GE0897
 GE0897;                    North         East     Units Scale Factor Converg.
 GE0897;SPC AR N     -   218,485.017   411,137.712   MT  1.00001442   +0 04 19.8
 GE0897;SPC AR N     -   716,812.93  1,348,874.31   sFT  1.00001442   +0 04 19.8
 GE0897;UTM  15      - 4,018,094.011   600,917.146   MT  0.99972548   +0 39 55.9
 GE0897
 GE0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0897!SPC AR N     -   0.99995732  x   1.00001442  =   0.99997174
 GE0897!UTM  15      -   0.99995732  x   0.99972548  =   0.99968281
 GE0897
 GE0897:                Primary Azimuth Mark                     Grid Az
 GE0897:SPC AR N     -  SALEM                                    027 08 58.8
 GE0897:UTM  15      -  SALEM                                    026 33 22.7
 GE0897
 GE0897|---------------------------------------------------------------------|
 GE0897| PID    Reference Object                     Distance      Geod. Az  |
 GE0897|                                                           dddmmss.s |
 GE0897| GE0893 SALEM                               APPROX. 9.9 KM 0271318.6 |
 GE0897| CI3603 WHEELING RM 2                        21.424 METERS 05016     |
 GE0897| CI3602 WHEELING RM 1                        26.516 METERS 12931     |
 GE0897|---------------------------------------------------------------------|
 GE0897
 GE0897                          SUPERSEDED SURVEY CONTROL
 GE0897
 GE0897  NAD 83(1986)-  36 18 09.23477(N)    091 52 33.59216(W) AD(       ) 3
 GE0897  NAD 27      -  36 18 08.99700(N)    091 52 33.04200(W) AD(       ) 3
 GE0897
 GE0897.Superseded values are not recommended for survey control.
 GE0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0897.See file dsdata.txt to determine how the superseded data were derived.
 GE0897
 GE0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0091718094(NAD 83)
 GE0897_MARKER: DS = TRIANGULATION STATION DISK
 GE0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0897
 GE0897  HISTORY     - Date     Condition        Report By
 GE0897  HISTORY     - 1953     MONUMENTED       CGS
 GE0897
 GE0897                          STATION DESCRIPTION
 GE0897
 GE0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0897'THE STATION IS ABOUT 5-3/4 MILES SOUTH AND 2-3/4 MILES WEST
 GE0897'OF SALEM, IN THE SOUTHWEST 1/4 OF SEC. 17, T 19 N, R 8 W.
 GE0897'IT IS 40 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 19 FEET
 GE0897'WEST OF TRIANGLE BLAZED 18 INCH OAK TREE AND 6 FEET NORTH
 GE0897'OF A WITNESS POST.
 GE0897'
 GE0897'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 GE0897'SQUARE IN SALEM, GO SOUTH ON U.S. HIGHWAY 62 FOR 0.15 MILE
 GE0897'TO THE JUNCTION OF HIGHWAY 62 AND STATE HIGHWAY 9, TURN RIGHT
 GE0897'AND GO SOUTHERLY ON HIGHWAY 9 FOR 4.2 MILES TO THE WHEELING
 GE0897'STORE AND POST OFFICE ON THE RIGHT, CONTINUE SOUTHERLY ON
 GE0897'THE HIGHWAY FOR 1.6 MILES TO A GRAVELED ROAD ON THE LEFT,
 GE0897'TURN LEFT AND GO EASTERLY 0.15 MILE TO THE STATION ON THE
 GE0897'RIGHT.
 GE0897'
 GE0897'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GE0897'WHEELING 1953.
 GE0897'
 GE0897'REFERENCE MARK 1 IS 23 FEET EAST OF THE CENTER OF THE ROAD.
 GE0897'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED WHEELING
 GE0897'NO 1 1953.
 GE0897'
 GE0897'REFERENCE MARK 2 IS 20 FEET EAST OF THE CENTER OF THE ROAD.
 GE0897'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WHEELING
 GE0897'NO 2 1953.
 GE0897'
 GE0897'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GE0897'
 GE0897'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0398 ***********************************************************************
 DL0398  DESIGNATION -  WHELEN
 DL0398  PID         -  DL0398
 DL0398  STATE/COUNTY-  AR/CLARK
 DL0398  USGS QUAD   -  WHELEN SPRINGS (1970)
 DL0398
 DL0398                         *CURRENT SURVEY CONTROL
 DL0398  ___________________________________________________________________
 DL0398* NAD 83(1986)-  33 49 53.     (N)    093 07 36.     (W)     SCALED    
 DL0398* NAVD 88     -        77.093  (meters)     252.93   (feet)  ADJUSTED  
 DL0398  ___________________________________________________________________
 DL0398  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DL0398  DYNAMIC HT  -          77.015 (meters)     252.67  (feet)  COMP
 DL0398  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 DL0398
 DL0398  VERT ORDER  -  SECOND    CLASS 0
 DL0398
 DL0398.The horizontal coordinates were scaled from a topographic map and have
 DL0398.an estimated accuracy of +/- 6 seconds.
 DL0398
 DL0398.The orthometric height was determined by differential leveling
 DL0398.and adjusted by the National Geodetic Survey in June 1991..
 DL0398
 DL0398.The geoid height was determined by GEOID03.
 DL0398
 DL0398.The dynamic height is computed by dividing the NAVD 88
 DL0398.geopotential number by the normal gravity value computed on the
 DL0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0398.degrees latitude (g = 980.6199 gals.).
 DL0398
 DL0398.The modeled gravity was interpolated from observed gravity values.
 DL0398
 DL0398;                    North         East    Units  Estimated Accuracy
 DL0398;SPC AR S     -   529,760.      295,720.      MT  (+/- 180 meters Scaled)
 DL0398
 DL0398                          SUPERSEDED SURVEY CONTROL
 DL0398
 DL0398  NGVD 29 (??/??/92)   77.098  (m)          252.95   (f) ADJ UNCH    2 0
 DL0398
 DL0398.Superseded values are not recommended for survey control.
 DL0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0398.See file dsdata.txt to determine how the superseded data were derived.
 DL0398
 DL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT882434(NAD 83)
 DL0398_MARKER: P = PIPE CAP
 DL0398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0398
 DL0398  HISTORY     - Date     Condition        Report By
 DL0398  HISTORY     - UNK      MONUMENTED       USE
 DL0398  HISTORY     - 1960     MARK NOT FOUND   NGS
 DL0398
 DL0398                          STATION DESCRIPTION
 DL0398
 DL0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0398'IN WHELEN SPRINGS.
 DL0398'AT WHELEN SPRINGS, CLARK COUNTY, ON THE MISSOURI PACIFIC RAILROAD, IN
 DL0398'LINE WITH THE NORTH WALL OF THE STATION, ABOUT 125 FEET EAST OF THE
 DL0398'EAST RAIL, 71.5 FT SE OF THE SOUTH CORNER OF THE FRONT OF THE PARKER
 DL0398'GENERAL STORE, 49.3 FEET SOUTH OF THE HAND WATER PUMP SOUTH OF THE
 DL0398'STORE, AND ON THE EDGE OF A 2-FOOT BANK.  THE TOP OF THE CAP ON A 1
 DL0398'1/2 INCH IRON PIPE, PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0888 ***********************************************************************
 EK0888  DESIGNATION -  WHISKEY
 EK0888  PID         -  EK0888
 EK0888  STATE/COUNTY-  AR/POLK
 EK0888  USGS QUAD   -  BOG SPRINGS (1985)
 EK0888
 EK0888                         *CURRENT SURVEY CONTROL
 EK0888  ___________________________________________________________________
 EK0888* NAD 83(1997)-  34 20 45.79875(N)    094 24 58.59591(W)     ADJUSTED  
 EK0888* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 EK0888  ___________________________________________________________________
 EK0888  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 EK0888  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EK0888
 EK0888  HORZ ORDER  -  FIRST
 EK0888
 EK0888.The horizontal coordinates were established by classical geodetic methods
 EK0888.and adjusted by the National Geodetic Survey in September 1999..
 EK0888
 EK0888.The orthometric height was scaled from a topographic map.
 EK0888
 EK0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0888
 EK0888.The geoid height was determined by GEOID03.
 EK0888
 EK0888;                    North         East     Units Scale Factor Converg.
 EK0888;SPC AR S     -   588,889.601   177,717.573   MT  0.99993321   -1 21 08.5
 EK0888;SPC AR S     - 1,932,048.63    583,061.74   sFT  0.99993321   -1 21 08.5
 EK0888;SPC OK S     -   118,186.608   929,645.350   MT  0.99994453   +2 02 03.1
 EK0888;SPC OK S     -   387,750.56  3,050,011.45   sFT  0.99994453   +2 02 03.1
 EK0888;UTM  15      - 3,801,435.407   369,737.816   MT  0.99980916   -0 47 57.0
 EK0888
 EK0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0888!SPC AR S     -   0.99992470  x   0.99993321  =   0.99985791
 EK0888!SPC OK S     -   0.99992470  x   0.99994453  =   0.99986923
 EK0888!UTM  15      -   0.99992470  x   0.99980916  =   0.99973387
 EK0888
 EK0888:                Primary Azimuth Mark                     Grid Az
 EK0888:SPC AR S     -  MENA HOTEL EAST CHIMNEY                  007 56 14.9
 EK0888:SPC OK S     -  MENA HOTEL EAST CHIMNEY                  004 33 03.3
 EK0888:UTM  15      -  MENA HOTEL EAST CHIMNEY                  007 23 03.4
 EK0888
 EK0888|---------------------------------------------------------------------|
 EK0888| PID    Reference Object                     Distance      Geod. Az  |
 EK0888|                                                           dddmmss.s |
 EK0888| EK0834 MENA HOTEL EAST CHIMNEY             APPROX.37.8 KM 0063506.4 |
 EK0888| EK0838 RICH MTN LOOKOUT TOWER              APPROX.37.3 KM 0122304.9 |
 EK0888| EK0884 BEE MTN LOOKOUT TOWER               APPROX.21.6 KM 0420412.2 |
 EK0888| EK0863 EAGLE MTN LOOKOUT TOWER             APPROX.27.9 KM 0642335.0 |
 EK0888| CX7381 WHISKEY RM 1                          9.670 METERS 18227     |
 EK0888| CX7382 WHISKEY RM 2                         17.360 METERS 24412     |
 EK0888|---------------------------------------------------------------------|
 EK0888
 EK0888                          SUPERSEDED SURVEY CONTROL
 EK0888
 EK0888  NAD 83(1997)-  34 20 45.80192(N)    094 24 58.59396(W) AD(       ) 1
 EK0888  NAD 83(1986)-  34 20 45.80603(N)    094 24 58.58770(W) AD(       ) 1
 EK0888  NAD 27      -  34 20 45.41200(N)    094 24 57.81600(W) AD(       ) 1
 EK0888
 EK0888.Superseded values are not recommended for survey control.
 EK0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0888.See file dsdata.txt to determine how the superseded data were derived.
 EK0888
 EK0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6973801435(NAD 83)
 EK0888_MARKER: DS = TRIANGULATION STATION DISK
 EK0888_SETTING: 80 = SET IN A BOULDER
 EK0888_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EK0888
 EK0888  HISTORY     - Date     Condition        Report By
 EK0888  HISTORY     - 1930     MONUMENTED       CGS
 EK0888  HISTORY     - 1952     SEE DESCRIPTION  CGS
 EK0888
 EK0888                          STATION DESCRIPTION
 EK0888
 EK0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 EK0888'ABOUT 8 MILES SOUTH-BY-WEST OF VANDERVOORT, 3 MILES WEST
 EK0888'OF HATTON RAILROAD STATION, ON EASTERN END AND SEVERAL FEET
 EK0888'BELOW HIGHEST POINT OF WHISKY PEAK, WHICH IS HIGHEST IN
 EK0888'VICINITY.  TO REACH FROM HATTON, GO SOUTH 1/2 MILE TO HATTON
 EK0888'HOTEL, THEN WEST ON COUNTY ROAD 2.2 MILES, TURNING NORTH
 EK0888'ON WOODS ROAD, WHICH FOLLOWS UP EAST SLOPE OF PEAK TO WITHIN
 EK0888'1/2 MILE OF STATION.  SURFACE MARK PROJECTS ABOUT 1 INCH AND IS
 EK0888'STANDARD STATION DISK IN BOULDER.  REFERENCE MARKS ARE
 EK0888'STANDARD REFERENCE DISKS IN ROCK OUTCROP.  NO. 1 IS 9.67
 EK0888'METERS (31.7 FEET) FROM STATION, S 02 DEG 27 MIN W.
 EK0888'NO. 2 IS 17.36 METERS (57.0 FEET) FROM STATION,
 EK0888'S 64 DEG 12 MIN W.
 EK0888
 EK0888                          STATION RECOVERY (1952)
 EK0888
 EK0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0888'THIS STATION AND BOTH REFERENCE MARKS HAS BEEN DESTROYED.
 EK0888'THE STATION WAS SEARCHED FOR BY MEANS OF AN INVERSE COMPUTATION,
 EK0888'AND ALL MARKS WERE FOUND TO HAVE BEEN DESTROYED WHEN THE FOREST
 EK0888'SERVICE LOOKOUT TOWER AND HOUSE WERE BUILT.  A NEW STATION
 EK0888'WHISKEY 2 WAS ESTABLISHED IN THE IMMEDIATE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0889 ***********************************************************************
 EK0889  DESIGNATION -  WHISKEY 2
 EK0889  PID         -  EK0889
 EK0889  STATE/COUNTY-  AR/POLK
 EK0889  USGS QUAD   -  BOG SPRINGS (1985)
 EK0889
 EK0889                         *CURRENT SURVEY CONTROL
 EK0889  ___________________________________________________________________
 EK0889* NAD 83(1997)-  34 20 45.57293(N)    094 25 01.61332(W)     ADJUSTED  
 EK0889* NAVD 88     -       510.     (meters)    1673.     (feet)  SCALED    
 EK0889  ___________________________________________________________________
 EK0889  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 EK0889  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EK0889
 EK0889  HORZ ORDER  -  FIRST
 EK0889
 EK0889.The horizontal coordinates were established by classical geodetic methods
 EK0889.and adjusted by the National Geodetic Survey in September 1999..
 EK0889
 EK0889.The orthometric height was scaled from a topographic map.
 EK0889
 EK0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0889
 EK0889.The geoid height was determined by GEOID03.
 EK0889
 EK0889;                    North         East     Units Scale Factor Converg.
 EK0889;SPC AR S     -   588,884.465   177,640.317   MT  0.99993321   -1 21 10.2
 EK0889;SPC AR S     - 1,932,031.78    582,808.27   sFT  0.99993321   -1 21 10.2
 EK0889;SPC OK S     -   118,176.918   929,568.531   MT  0.99994454   +2 02 01.3
 EK0889;SPC OK S     -   387,718.77  3,049,759.42   sFT  0.99994454   +2 02 01.3
 EK0889;UTM  15      - 3,801,429.526   369,660.623   MT  0.99980940   -0 47 58.7
 EK0889
 EK0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0889!SPC AR S     -   0.99992454  x   0.99993321  =   0.99985775
 EK0889!SPC OK S     -   0.99992454  x   0.99994454  =   0.99986908
 EK0889!UTM  15      -   0.99992454  x   0.99980940  =   0.99973395
 EK0889
 EK0889|---------------------------------------------------------------------|
 EK0889| PID    Reference Object                     Distance      Geod. Az  |
 EK0889|                                                           dddmmss.s |
 EK0889| CX7384 WHISKEY 2 RM 1                       30.102 METERS 08442     |
 EK0889| EK0891 WHISKEY MTN LOOKOUT TOWER            41.989 METERS 08606     |
 EK0889| CX7383 WHISKEY 2 AZ MK                                    2032656.8 |
 EK0889| CX7385 WHISKEY 2 RM 2                       17.425 METERS 24834     |
 EK0889| EK0896 HEE                                 APPROX.22.0 KM 2684338.7 |
 EK0889|---------------------------------------------------------------------|
 EK0889
 EK0889                          SUPERSEDED SURVEY CONTROL
 EK0889
 EK0889  NAD 83(1997)-  34 20 45.57554(N)    094 25 01.61288(W) AD(       ) 1
 EK0889  NAD 83(1986)-  34 20 45.57888(N)    094 25 01.60678(W) AD(       ) 1
 EK0889  NAD 27      -  34 20 45.18600(N)    094 25 00.83400(W) AD(       ) 1
 EK0889
 EK0889.Superseded values are not recommended for survey control.
 EK0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0889.See file dsdata.txt to determine how the superseded data were derived.
 EK0889
 EK0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6966101430(NAD 83)
 EK0889_MARKER: DS = TRIANGULATION STATION DISK
 EK0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0889
 EK0889  HISTORY     - Date     Condition        Report By
 EK0889  HISTORY     - 1952     MONUMENTED       CGS
 EK0889  HISTORY     - 1961     GOOD             CGS
 EK0889  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 EK0889
 EK0889                          STATION DESCRIPTION
 EK0889
 EK0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0889'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF THE
 EK0889'VILLAGE OF WICKES, 3 MILES WEST-SOUTHWEST OF HATTON AND ON
 EK0889'WHISKEY MOUNTAIN WHICH IS THE HIGHEST POINT IN THE VICINITY.
 EK0889'IT IS 126 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 EK0889'TOWER WHICH IS ON THE HIGHEST POINT OF THE MOUNTAIN.  THE
 EK0889'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED, WHISKEY
 EK0889'2 1952.
 EK0889'
 EK0889'REFERENCE MARK NO. 1 IS 30.5 FEET SOUTHWEST OF THE NORTHWEST
 EK0889'LEG OF THE LOOKOUT TOWER AND 22 FEET NORTHWEST OF A POWER
 EK0889'POLE WITH A METER.  THE DISK IS SET IN A DRILL HOLE IN A
 EK0889'BOULDER WHICH PROJECTS 8 INCHES AND THE DISK IS STAMPED, WHISKEY
 EK0889'2 NO 1 1952.
 EK0889'
 EK0889'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST EDGE OF THE HILL.
 EK0889'THE DISK IS STAMPED, WHISKEY 2 NO 2 1952, AND IS SET IN A
 EK0889'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 12 INCHES.
 EK0889'
 EK0889'AZIMUTH MARK IS 38 FEET SOUTHWEST OF A METAL CULVERT, 31 FEET
 EK0889'WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 13 FEET
 EK0889'EAST OF A WHITE WITNESS POST.  THE DISK IS SET IN BEDROCK
 EK0889'IN A DRY CREEK BED AND IS STAMPED, WHISKEY 2 1952.
 EK0889'
 EK0889'TO REACH FROM THE RAILROAD STATION IN THE VILLAGE OF WICKES,
 EK0889'GO NORTHERLY ON U.S. HIGHWAY 71 FOR 4.0 MILES TO A SIDE ROAD
 EK0889'LEFT, AT SIGN, LOOKOUT TOWER.  TURN LEFT (WESTERLY) ON A GRADED
 EK0889'ROAD FOR 2.1 MILES TO FORKS AND SIGN, LOOKOUT TOWER.  TAKE
 EK0889'RIGHT FORK UP MOUNTAIN FOR 1.0 MILE TO LOOKOUT TOWER AND THE
 EK0889'STATION SITE.
 EK0889'
 EK0889'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK DOWN THE
 EK0889'MOUNTAIN TO A FORKS, TURN SHARP RIGHT AND GO 1.1 MILE TO THE
 EK0889'MARK ON THE RIGHT, IN A ROAD DITCH OR DRY CREEK BED.
 EK0889'
 EK0889'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 EK0889
 EK0889                          STATION RECOVERY (1961)
 EK0889
 EK0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0889'THE STATION RECOVERED AS DESCRIBED AND STATION MARK AND R.M.
 EK0889'NO. 2 WERE FOUND IN GOOD CONDITION.  THE DISK HAD BEEN BROKEN
 EK0889'OFF OF THE STEM AT R.M. NO. 1 BUT THE STEM REMAINS CEMENTED
 EK0889'IN BOULDER AND THE CENTER OF THE STEM WOULD BE ADEQUATE FOR
 EK0889'STATION RECOVERY.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 EK0889'HAS PROBABLY BEEN DESTROYED.  THE WITNESS POST WAS FOUND
 EK0889'AND A BOULDER RECOVERED AT THE CORRECT DISTANCE AND DIRECTION
 EK0889'FROM THE WITNESS POST BUT NO EVIDENCE OF THE MARK FOUND.
 EK0889'
 EK0889'THE DESCRIPTION TO REACH THE STATION FROM WICKES IS ACCURATE.
 EK0889
 EK0889                          STATION RECOVERY (1985)
 EK0889
 EK0889'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (JMH)
 EK0889'ACCESS ROAD TO WHISKEY MTN LOOKOUT TOWER GATED AND LOCKED - (POSSIBLY
 EK0889'BY ARK. FORESTRY COMM.) - POSTED AGAINST UNAUTHORIZED ENTRY - STATION
 EK0889'STATUS UNKNOWN.
 EK0889'
 EK0889'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOOUT 5-1/2 MI.
 EK0889'NW OF WICKES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0891 ***********************************************************************
 EK0891  DESIGNATION -  WHISKEY MTN LOOKOUT TOWER
 EK0891  PID         -  EK0891
 EK0891  STATE/COUNTY-  AR/POLK
 EK0891  USGS QUAD   -  BOG SPRINGS (1985)
 EK0891
 EK0891                         *CURRENT SURVEY CONTROL
 EK0891  ___________________________________________________________________
 EK0891* NAD 83(1997)-  34 20 45.66577(N)    094 24 59.97426(W)     ADJUSTED  
 EK0891* NAVD 88     -                                                        
 EK0891  ___________________________________________________________________
 EK0891  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 EK0891  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EK0891
 EK0891  HORZ ORDER  -  THIRD
 EK0891
 EK0891.The horizontal coordinates were established by classical geodetic methods
 EK0891.and adjusted by the National Geodetic Survey in September 1999..
 EK0891
 EK0891
 EK0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0891
 EK0891.The geoid height was determined by GEOID03.
 EK0891
 EK0891;                    North         East     Units Scale Factor Converg.
 EK0891;SPC AR S     -   588,886.336   177,682.261   MT  0.99993321   -1 21 09.3
 EK0891;SPC AR S     - 1,932,037.92    582,945.88   sFT  0.99993321   -1 21 09.3
 EK0891;SPC OK S     -   118,181.263   929,610.292   MT  0.99994453   +2 02 02.3
 EK0891;SPC OK S     -   387,733.03  3,049,896.43   sFT  0.99994453   +2 02 02.3
 EK0891;UTM  15      - 3,801,431.801   369,702.542   MT  0.99980927   -0 47 57.8
 EK0891
 EK0891                          SUPERSEDED SURVEY CONTROL
 EK0891
 EK0891  NAD 83(1997)-  34 20 45.66839(N)    094 24 59.97395(W) AD(       ) 4
 EK0891  NAD 83(1986)-  34 20 45.67311(N)    094 24 59.96879(W) AD(       ) 4
 EK0891  NAD 27      -  34 20 45.27900(N)    094 24 59.19700(W) AD(       ) 3
 EK0891
 EK0891.Superseded values are not recommended for survey control.
 EK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0891.See file dsdata.txt to determine how the superseded data were derived.
 EK0891
 EK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6970301432(NAD 83)
 EK0891_MARKER: 57 = LOOKOUT TOWER
 EK0891
 EK0891  HISTORY     - Date     Condition        Report By
 EK0891  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0891
 EK0891                          STATION DESCRIPTION
 EK0891
 EK0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0891'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF THE VILLAGE
 EK0891'OF WICKES, 3 MILES WEST-SOUTHWEST OF THE VILLAGE OF HATTON
 EK0891'AND ON WHISKEY MOUNTAIN WHICH IS THE HIGHEST POINT IN THE
 EK0891'VICINITY.  IT IS ABOUT 110 FEET HIGH WITH FOUR STEEL LEGS
 EK0891'SUPPORTING AN INCLOSED OBSERVATION PLATFORM, AND IS PAINTED
 EK0891'GRAY.  THE POINT INTERSECTED WAS THE TOP AND CENTER.
 EK0891'
 EK0891'TO REACH FROM THE RAILROAD STATION IN THE VILLAGE OF WICKES,
 EK0891'GO NORTHERLY ON U.S. HIGHWAY 71 FOR 4 MILES TO A SIDE ROAD LEFT
 EK0891'AT SIGN, LOOKOUT TOWER.  TURN LEFT (WESTERLY) ON A GRADED
 EK0891'ROAD FOR 2.1 MILES TO A FORKS AND A SIGN LOOKOUT TOWER.
 EK0891'TAKE RIGHT FORK, UP MOUNTAIN 1 MILE TO STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2060 ***********************************************************************
 FF2060  DESIGNATION -  WHIST
 FF2060  PID         -  FF2060
 FF2060  STATE/COUNTY-  AR/CRITTENDEN
 FF2060  USGS QUAD   -  JOYLAND (1992)
 FF2060
 FF2060                         *CURRENT SURVEY CONTROL
 FF2060  ___________________________________________________________________
 FF2060* NAD 83(1997)-  35 25 06.75828(N)    090 24 49.87899(W)     ADJUSTED  
 FF2060* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 FF2060  ___________________________________________________________________
 FF2060  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FF2060  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FF2060
 FF2060  HORZ ORDER  -  SECOND
 FF2060
 FF2060.The horizontal coordinates were established by classical geodetic methods
 FF2060.and adjusted by the National Geodetic Survey in September 1999..
 FF2060
 FF2060.The orthometric height was scaled from a topographic map.
 FF2060
 FF2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2060
 FF2060.The geoid height was determined by GEOID03.
 FF2060
 FF2060;                    North         East     Units Scale Factor Converg.
 FF2060;SPC AR N     -   121,554.830   544,040.226   MT  0.99994009   +0 55 22.7
 FF2060;SPC AR N     -   398,801.14  1,784,905.31   sFT  0.99994009   +0 55 22.7
 FF2060;UTM  15      - 3,922,531.980   734,808.424   MT  1.00027951   +1 29 58.1
 FF2060
 FF2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2060!SPC AR N     -   0.99999397  x   0.99994009  =   0.99993406
 FF2060!UTM  15      -   0.99999397  x   1.00027951  =   1.00027348
 FF2060
 FF2060:                Primary Azimuth Mark                     Grid Az
 FF2060:SPC AR N     -  WHIST AZ MK                              010 13 54.6
 FF2060:UTM  15      -  WHIST AZ MK                              009 39 19.2
 FF2060
 FF2060|---------------------------------------------------------------------|
 FF2060| PID    Reference Object                     Distance      Geod. Az  |
 FF2060|                                                           dddmmss.s |
 FF2060| FF2278 WHIST AZ MK                                        0110917.3 |
 FF2060| FF2052 TRYONZA MUNICIPAL TANK              APPROX. 9.4 KM 0323611.9 |
 FF2060| FF2276 WHIST RM 1                           24.141 METERS 10341     |
 FF2060| FF2056 TURRELL MUNICIPAL TANK              APPROX.15.3 KM 1085613.1 |
 FF2060| FF2277 WHIST RM 2                           27.374 METERS 15855     |
 FF2060| FF2061 TWIST PLANTATION WATER TANK         APPROX. 9.8 KM 2404716.0 |
 FF2060| FF1923 MARKED TREE ST FRAN VAL ELEV        APPROX.13.0 KM 3532801.3 |
 FF2060| FF1921 MARKED TREE COMPRESS CO S TANK      APPROX.13.2 KM 3572205.0 |
 FF2060| FF1922 MARKED TREE COMPRESS CO N TANK      APPROX.13.5 KM 3574213.0 |
 FF2060|---------------------------------------------------------------------|
 FF2060
 FF2060                          SUPERSEDED SURVEY CONTROL
 FF2060
 FF2060  NAD 83(1997)-  35 25 06.76034(N)    090 24 49.87826(W) AD(       ) 2
 FF2060  NAD 83(1986)-  35 25 06.77007(N)    090 24 49.87890(W) AD(       ) 2
 FF2060  NAD 27      -  35 25 06.46820(N)    090 24 49.51370(W) AD(       ) 2
 FF2060
 FF2060.Superseded values are not recommended for survey control.
 FF2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2060.See file dsdata.txt to determine how the superseded data were derived.
 FF2060
 FF2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3480822532(NAD 83)
 FF2060_MARKER: DS = TRIANGULATION STATION DISK
 FF2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2060
 FF2060  HISTORY     - Date     Condition        Report By
 FF2060  HISTORY     - 1954     MONUMENTED       CGS
 FF2060  HISTORY     - 1974     MARK NOT FOUND   USGS
 FF2060
 FF2060                          STATION DESCRIPTION
 FF2060
 FF2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF2060'THE STATION IS IN SECTION 11, T 9 N, R 6 E, ON LAND OWNED
 FF2060'BY BERT DICKEY, ABOUT 10 MILES NORTHWEST OF TURRELL, 8 MILES
 FF2060'SOUTH OF MARKED TREE, 6 MILES SOUTH OF DECKERVILLE, 0.05
 FF2060'MILE WEST OF STATE HIGHWAY 149, 30 FEET WEST-NORTHWEST OF
 FF2060'A TELEPHONE POLE, AND 4 FEET SOUTH-SOUTHEAST OF A WHITE
 FF2060'4 IN X 4 IN WITNESS POST.
 FF2060'
 FF2060'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63
 FF2060'AND STATE HIGHWAY 149 IN MARKED TREE, GO WEST AND SOUTHWEST
 FF2060'ON STATE HIGHWAY 149 FOR 7.2 MILES TO A CROSSROAD, CONTINUE
 FF2060'(SOUTHWEST) ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK
 FF2060'ON THE RIGHT AS DESCRIBED BELOW, CONTINUE ON THE HIGHWAY
 FF2060'FOR 0.35 MILE TO A TRACK ROAD ON THE RIGHT, TURN SHARP RIGHT
 FF2060'(NORTHWEST) AND GO FOR 0.1 MILE TO A FENCE LINE AND THE
 FF2060'STATION.
 FF2060'
 FF2060'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF2060'WHIST 1954.
 FF2060'
 FF2060'REFERENCE MARK 1 IS 36 FEET NORTH-NORTHEAST OF A 36-INCH
 FF2060'COTTONWOOD TREE AND 18 FEET SOUTH OF A WIRE FENCE.  THE
 FF2060'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED WHIST NO
 FF2060'1 1954.
 FF2060'
 FF2060'REFERENCE MARK 2 IS 40 FEET SOUTHWEST OF THE 36-INCH COTTONWOOD
 FF2060'TREE AND 10 FEET EAST OF TELEPHONE LINES.  THE MARK PROJECTS
 FF2060'4 INCHES AND THE DISK IS STAMPED WHIST NO 2 1954.
 FF2060'
 FF2060'THE AZIMUTH MARK IS 120 FEET SOUTH OF A WOOD FRAME DWELLING,
 FF2060'54 FEET WEST OF A TELEPHONE POLE, 27 FEET WEST OF THE CENTER
 FF2060'OF STATE HIGHWAY 149, 7 FEET SOUTHWEST OF A 24 INCH PECAN
 FF2060'TREE AT A FENCE CORNER AND 6 FEET WEST OF A WHITE 4 IN X
 FF2060'4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 FF2060'DISK IS STAMPED WHIST 1954.
 FF2060'
 FF2060'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 FF2060
 FF2060                          STATION RECOVERY (1974)
 FF2060
 FF2060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LLA)
 FF2060'SEARCHED FOR - NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1098 ***********************************************************************
 EH1098  DESIGNATION -  WHITE
 EH1098  PID         -  EH1098
 EH1098  STATE/COUNTY-  AR/PRAIRIE
 EH1098  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1098
 EH1098                         *CURRENT SURVEY CONTROL
 EH1098  ___________________________________________________________________
 EH1098* NAD 83(1997)-  34 47 37.48861(N)    091 27 09.18739(W)     ADJUSTED  
 EH1098* NAVD 88     -        58.262  (meters)     191.15   (feet)  ADJUSTED  
 EH1098  ___________________________________________________________________
 EH1098  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EH1098  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1098  DYNAMIC HT  -          58.207 (meters)     190.97  (feet)  COMP
 EH1098  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 EH1098
 EH1098  HORZ ORDER  -  FIRST
 EH1098  VERT ORDER  -  FIRST     CLASS II
 EH1098
 EH1098.The horizontal coordinates were established by classical geodetic methods
 EH1098.and adjusted by the National Geodetic Survey in September 1999..
 EH1098
 EH1098.The orthometric height was determined by differential leveling
 EH1098.and adjusted by the National Geodetic Survey in June 1991..
 EH1098.WARNING-Repeat measurements at this control monument indicate possible
 EH1098.vertical movement.
 EH1098
 EH1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH1098
 EH1098.The geoid height was determined by GEOID03.
 EH1098
 EH1098.The dynamic height is computed by dividing the NAVD 88
 EH1098.geopotential number by the normal gravity value computed on the
 EH1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1098.degrees latitude (g = 980.6199 gals.).
 EH1098
 EH1098.The modeled gravity was interpolated from observed gravity values.
 EH1098
 EH1098;                    North         East     Units Scale Factor Converg.
 EH1098;SPC AR S     -   636,062.039   450,100.667   MT  1.00000615   +0 18 23.0
 EH1098;SPC AR S     - 2,086,813.54  1,476,705.27   sFT  1.00000615   +0 18 23.0
 EH1098;UTM  15      - 3,851,261.792   641,566.647   MT  0.99984701   +0 52 59.4
 EH1098
 EH1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1098!SPC AR S     -   0.99999507  x   1.00000615  =   1.00000122
 EH1098!UTM  15      -   0.99999507  x   0.99984701  =   0.99984208
 EH1098
 EH1098|---------------------------------------------------------------------|
 EH1098| PID    Reference Object                     Distance      Geod. Az  |
 EH1098|                                                           dddmmss.s |
 EH1098| EH2934 RIVER                               392.725 METERS 07114     |
 EH1098| EH1100 WHITE RM 2                           14.385 METERS 22447     |
 EH1098|---------------------------------------------------------------------|
 EH1098
 EH1098                          SUPERSEDED SURVEY CONTROL
 EH1098
 EH1098  NAD 83(1986)-  34 47 37.49508(N)    091 27 09.18334(W) AD(       ) 1
 EH1098  NAD 27      -  34 47 37.15641(N)    091 27 08.71700(W) AD(       ) 1
 EH1098  NGVD 29 (??/??/??)   58.262  (m)          191.15   (f) ADJUSTED    1 2
 EH1098
 EH1098.Superseded values are not recommended for survey control.
 EH1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1098.See file dsdata.txt to determine how the superseded data were derived.
 EH1098
 EH1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4156751262(NAD 83)
 EH1098_MARKER: DS = TRIANGULATION STATION DISK
 EH1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1098_STAMPING: WHITE B M
 EH1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1098+STABILITY: SURFACE MOTION
 EH1098
 EH1098  HISTORY     - Date     Condition        Report By
 EH1098  HISTORY     - 1916     MONUMENTED       CGS
 EH1098  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EH1098  HISTORY     - 1935     GOOD             CGS
 EH1098  HISTORY     - 1951     GOOD             CGS
 EH1098  HISTORY     - 1954     GOOD             CGS
 EH1098  HISTORY     - 1954     GOOD             CGS
 EH1098
 EH1098                          STATION DESCRIPTION
 EH1098
 EH1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 EH1098'STATION IS ABOUT 1.25 METERS (4.1 FEET) N OF N RIGHT-OF-WAY
 EH1098'FENCE OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, AT SECOND
 EH1098'CURVE, ABOUT 1,200 METERS (3,937 FEET) E OF DE VALLS BLUFF
 EH1098'RAILWAY STATION, ON E SLOPE OF SMALL HILL N OF TRACKS, 16.90
 EH1098'METERS (55.4 FEET) N OF N RAIL OF MAIN TRACK, AND ABOUT
 EH1098'1.2 METERS (4 FEET) ABOVE RAIL.
 EH1098'
 EH1098'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 EH1098'IN CONCRETE.
 EH1098'
 EH1098'A STANDARD REFERENCE DISK SET IN CONCRETE, IS
 EH1098'0.4 METER (1 FOOT) S OF N RIGHT-OF-WAY FENCE AND 14.385
 EH1098'METERS (47.19 FEET) FROM STATION, S 44 DEG 47 MIN W.
 EH1098'
 EH1098'STATION AND REFERENCE MARKS ARE STAMPED WHITE 1916 B.M.
 EH1098'1920.  ELEVATION OF STATION IS 58.251 METERS (191.112 FEET).
 EH1098
 EH1098                          STATION RECOVERY (1933)
 EH1098
 EH1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 EH1098'IN 1933 REFERENCE MARK WAS REPORTED DESTROYED.
 EH1098
 EH1098                          STATION RECOVERY (1935)
 EH1098
 EH1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EH1098'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS 35.34
 EH1098'FEET NE OF 22ND TELEGRAPH POLE W OF MILEPOST 85.
 EH1098'
 EH1098'REFERENCE MARK NO.1 (1935) IS A STANDARD BRONZE DISK SET
 EH1098'IN A ROUND CONCRETE PIER, 12 INCHES IN DIAMETER, 34 FEET
 EH1098'N OF S FENCE LINE OF RAILROAD RIGHT-OF-WAY, ON SMALL KNOLL,
 EH1098'29.62 FEET S OF S RAILROAD RAIL, 8.91 METERS (29.23 FEET)
 EH1098'W OF HIGH TENSION POLE, 80.13 FEET S OF THE 22ND TELEPHONE
 EH1098'POLE W OF MILEPOST 85, AND 32.265 METERS (105.88 FEET) FROM
 EH1098'STATION, S 09 DEG 10 MIN E.
 EH1098'
 EH1098'REFERENCE MARK NO.2 (1916) RECOVERED AS DESCRIBED IS 0.4
 EH1098'METER (1 FOOT) S OF N RIGHT-OF-WAY FENCE AND 14.465 METERS
 EH1098'(47.47 FEET) FROM STATION, S 44 DEG 48 MIN 22 SEC W.
 EH1098'
 EH1098'DISTANCE OF REFERENCE MARK NO.2 TO REFERENCE MARK NO.1 IS
 EH1098'26.495 METERS (86.92 FEET), N 35 DEG 23 MIN W.
 EH1098
 EH1098                          STATION RECOVERY (1951)
 EH1098
 EH1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 EH1098'STATION WAS RECOVERED.  THE STATION MARK AND BOTH REFERENCE
 EH1098'MARKS FOUND AS PREVIOUSLY DESCRIBED AND ARE IN GOOD CONDITION.
 EH1098'THIS IS A TRAVERSE STATION.
 EH1098
 EH1098                          STATION RECOVERY (1954)
 EH1098
 EH1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 EH1098'0.6 MI. E ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH1098'FROM THE STATION AT DE VALLS BLUFF, 55.4 FT. N OF THE N RAIL, 48
 EH1098'FT. NE OF A GROUP OF THREE OAK TREES, 36 FT. NE OF TELEPHONE
 EH1098'POLE 85-22, 4 FT. N OF A FENCE, AND 27 FT. N OF A WITNESS POST.
 EH1098'A TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE
 EH1098'POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND, AND STAMPED
 EH1098'WHITE BM.
 EH1098'
 EH1098'REFERENCE MARK 1 IS 105.8 FT. S OF THE STATION, 29 FT. S OF THE
 EH1098'S RAIL, AND 29 FT. SW OF A TELEPHONE POLE.  A REFERENCE-MARK
 EH1098'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FT.
 EH1098'ABOVE THE GROUND, AND STAMPED WHITE RM 1 1916 1920.
 EH1098'
 EH1098'REFERENCE MARK 2 IS 47.4 FT. SW OF THE STATION, 52 FT. N OF THE
 EH1098'N RAIL, 17.4 FT. W OF A TELEPHONE POLE, 11 FT. S OF A FORKED
 EH1098'TREE, AND 1 FT. S OF A FENCE.  A REFERENCE-MARK DISK, SET
 EH1098'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 EH1098'AND STAMPED WHITE RM 2 BM 1916 1920.
 EH1098
 EH1098                          STATION RECOVERY (1954)
 EH1098
 EH1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EH1098'0.6 MI E FROM DE VALLS BLUFF.
 EH1098'0.6 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1098'THE STATION AT DE VALLS BLUFF, 55.4 FEET NORTH OF THE NORTH RAIL, 48
 EH1098'FEET NORTHEAST OF A GROUP OF 3 OAK TREES, 36 FEET NORTHEAST OF
 EH1098'TELEPHONE POLE 85-22, 4 FEET NORTH OF A FENCE, 27 FEET NORTH OF A
 EH1098'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 EH1098'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2074 ***********************************************************************
 DK2074  DESIGNATION -  WHITE
 DK2074  PID         -  DK2074
 DK2074  STATE/COUNTY-  AR/ASHLEY
 DK2074  USGS QUAD   -  CROSSETT SOUTH (1973)
 DK2074
 DK2074                         *CURRENT SURVEY CONTROL
 DK2074  ___________________________________________________________________
 DK2074* NAD 83(1997)-  33 00 37.02055(N)    091 59 48.29164(W)     ADJUSTED  
 DK2074* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 DK2074  ___________________________________________________________________
 DK2074  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DK2074  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DK2074
 DK2074  HORZ ORDER  -  FIRST
 DK2074
 DK2074.The horizontal coordinates were established by classical geodetic methods
 DK2074.and adjusted by the National Geodetic Survey in September 1999..
 DK2074
 DK2074.The orthometric height was scaled from a topographic map.
 DK2074
 DK2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2074
 DK2074.The geoid height was determined by GEOID03.
 DK2074
 DK2074;                    North         East     Units Scale Factor Converg.
 DK2074;SPC AR S     -   438,112.830   400,303.928   MT  1.00007684   +0 00 06.6
 DK2074;SPC AR S     - 1,437,375.18  1,313,330.47   sFT  1.00007684   +0 00 06.6
 DK2074;SPC LA N     -   278,455.492 1,047,029.456   MT  1.00009643   +0 15 57.9
 DK2074;SPC LA N     -   913,566.06  3,435,129.14   sFT  1.00009643   +0 15 57.9
 DK2074;UTM  15      - 3,652,873.968   593,710.740   MT  0.99970828   +0 32 47.8
 DK2074
 DK2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2074!SPC AR S     -   0.99999829  x   1.00007684  =   1.00007513
 DK2074!SPC LA N     -   0.99999829  x   1.00009643  =   1.00009472
 DK2074!UTM  15      -   0.99999829  x   0.99970828  =   0.99970657
 DK2074
 DK2074|---------------------------------------------------------------------|
 DK2074| PID    Reference Object                     Distance      Geod. Az  |
 DK2074|                                                           dddmmss.s |
 DK2074| CY7158 WHITE RM 3                           29.251 METERS 00734     |
 DK2074| DK2081 CROSSETT PAPER MILL WATER TANK      APPROX.14.8 KM 0094514.0 |
 DK2074| DK2078 CROSSETT AMER LUMBER CO STACK       APPROX.14.6 KM 0120955.2 |
 DK2074| DK2075 FIRE TOWER 1                        APPROX. 9.2 KM 0435630.2 |
 DK2074| CY7157 WHITE RM 1                           38.774 METERS 10753     |
 DK2074| CP3142 FIRE TOWER 4                        APPROX.16.3 KM 1232224.4 |
 DK2074| CP3163 FIRE TOWER 3 STEVENSON LOT LFC      APPROX.13.0 KM 1654409.0 |
 DK2074| CP3165 STEVENSON MID VALLEY PLINE MST      APPROX. 9.7 KM 1675643.2 |
 DK2074| DK2076 WHITE RM 2                          274.495 METERS 17816     |
 DK2074| CY7156 WHITE AZ MK                                        3360250.0 |
 DK2074|---------------------------------------------------------------------|
 DK2074
 DK2074                          SUPERSEDED SURVEY CONTROL
 DK2074
 DK2074  NAD 83(1997)-  33 00 37.02731(N)    091 59 48.28855(W) AD(       ) 1
 DK2074  NAD 83(1986)-  33 00 37.03323(N)    091 59 48.28450(W) AD(       ) 1
 DK2074  NAD 27      -  33 00 36.58000(N)    091 59 47.81200(W) AD(       ) 1
 DK2074
 DK2074.Superseded values are not recommended for survey control.
 DK2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2074.See file dsdata.txt to determine how the superseded data were derived.
 DK2074
 DK2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9371152874(NAD 83)
 DK2074_MARKER: DD = SURVEY DISK
 DK2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2074
 DK2074  HISTORY     - Date     Condition        Report By
 DK2074  HISTORY     - 1939     MONUMENTED       CGS
 DK2074  HISTORY     - 1948     GOOD             CROSET
 DK2074  HISTORY     - 1952     GOOD             CGS
 DK2074
 DK2074                          STATION DESCRIPTION
 DK2074
 DK2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 DK2074'STATION IS ABOUT 10.0 MILES S OF CROSSETT AND 0.1 MILE ESE
 DK2074'OF THE WHITE RAILROAD STATION.  REACHED FROM THE INTERSECTION
 DK2074'OF LOUISIANA 204 AND 133 ABOUT 8 MILES N OF BASTROP BY DRIVING
 DK2074'NW OF LOUISIANA 133 FOR 9.3 MILES TO CROSS ROAD, TURN LEFT, S
 DK2074'AND FOLLOW DIRT ROAD W 2.6 MILES TO CROSS ROAD.  CONTINUE
 DK2074'STRAIGHT AHEAD FOR 1.5 MILES TO GATE ON LEFT, S, TURN
 DK2074'LEFT THROUGH GATE AND FOLLOW ROAD S FOR 0.1 MILE TO GATE,
 DK2074'GO THROUGH GATE AND CONTINUE S ON ROAD 0.1 MILE TO OLD HOUSE
 DK2074'AND STATION, AT SE CORNER OF COTTON FIELD, 64.3 FEET W OF
 DK2074'18-INCH TREE, 168.6 FEET NW OF OLD BRICK CHIMNEY (NW EDGE)
 DK2074'23 FEET N OF FIELD ROAD, 38 FEET W OF FIELD ROAD.  MARK
 DK2074'IS 14 INCHES BELOW SURFACE OF GROUND.
 DK2074'
 DK2074'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2074'BRONZE DISKS SET IN CONCRETE.
 DK2074'
 DK2074'AZIMUTH MARK IS N OF STATION AT W EDGE OF BARNYARD GATE
 DK2074'WHICH IS JUST E OF WHITE HOUSE 70 FEET N OF CENTER LINE OF
 DK2074'E AND W ROAD, 38 FEET E OF PICKET FENCE CORNER.  MARK
 DK2074'PROJECTS 5 INCHES.
 DK2074'
 DK2074'REFERENCE MARK NO. 2 IS S OF STATION IN E AND W FENCE LINE,
 DK2074'78 FEET W OF FENCE CORNER.  MARK PROJECTS 6 INCHES.  REFERENCE
 DK2074'MARK NO. 1 IS E OF STATION AT S EDGE OF FIELD ROAD, 98 FEET
 DK2074'N OF OLD CHIMNEY.  MARK PROJECTS 6 INCHES.
 DK2074'
 DK2074'U.S.E.D. VICKSBURG DISTRICT B.M. I.20.I.1930.  (STATE LINE
 DK2074'MARKER) IS SW OF STATION, 54 FEET E OF THE E RAIL OF THE
 DK2074'MISSOURI PACIFIC RAILROAD TRACK, 92.5 FEET S OF FENCE CORNER,
 DK2074'2.5 FEET E OF LARGE WOODEN BOUNDARY MARK, 5 FEET E OF EDGE
 DK2074'OF DITCH.  MARK IS A STANDARD ENGINEERING DEPARTMENT CAP SET ON
 DK2074'4-INCH STEEL PIPE PROJECTING 5 INCHES.
 DK2074'
 DK2074'A 116-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 DK2074'
 DK2074'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK2074
 DK2074                          STATION RECOVERY (1948)
 DK2074
 DK2074'RECOVERY NOTE BY CROSSETT LUMBER COMPANY 1948 (EWC)
 DK2074'STATION RECOVERED AS DESCRIBED.  PAVED HIGHWAY IS NOW DESIGNATED
 DK2074'ARKANSAS 81.
 DK2074
 DK2074                          STATION RECOVERY (1952)
 DK2074
 DK2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DK2074'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 DK2074'A CHECK MEASUREMENT WAS NOT MADE TO REFERENCE MARK 2 OR THE
 DK2074'UNITED STATES ENGINEERS MARK BECAUSE OF TREES AND AND BRUSH
 DK2074'ON LINE.  AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED.
 DK2074'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DK2074'
 DK2074'THE STATION IS ABOUT 9 MILES SOUTH OF CROSSETT AND 0.2 MILE
 DK2074'SOUTHEAST OF THE VILLAGE OF WHITE, ON LAND OWNED BY THE
 DK2074'GULLEDGE LUMBER COMPANY.  THE MARK IS 40 FEET WEST OF A LONE
 DK2074'36-INCH OAK TREE AND 3 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS
 DK2074'POST.
 DK2074'
 DK2074'TO REACH THE STATION FROM THE POST OFFICE IN CROSSETT, GO SOUTH
 DK2074'ON STATE HIGHWAY 133 FOR 8.4 MILES TO THE ARKANSAS - LOUISIANA
 DK2074'STATE LINE AND LOUISIANA STATE HIGHWAY 1490, CONTINUE SOUTH
 DK2074'ON HIGHWAY 1490 FOR 1.6 MILES TO A GRAVELED ROAD RIGHT,
 DK2074'TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 3.9 MILES TO
 DK2074'A RAILROAD CROSSING, CROSS THE TRACKS AND GO NORTHWESTERLY
 DK2074'1.2 MILES TO A RAILROAD CROSSING IN WHITE, (BENCH MARK I
 DK2074'20 I (USED) IS 0.2 MILE SOUTH OF THIS POINT) CROSS THE TRACKS,
 DK2074'BEAR RIGHT AND GO SOUTHEAST ON A TRACK ROAD FOR 0.15 MILE
 DK2074'TO A BOARD GATE, PASS THROUGH THE GATE AND GO EAST 0.1 MILE
 DK2074'TO THE STATION.
 DK2074'
 DK2074'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING IN
 DK2074'WHITE, GO NORTHEAST FOR 0.1 MILE TO A GRAVELED ROAD RIGHT,
 DK2074'TURN RIGHT AND GO EAST 0.1 MILE TO THE MARK ON THE LEFT.
 DK2074'
 DK2074'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 DK2074'AND THE DISK IS STAMPED WHITE 1939.
 DK2074'
 DK2074'REFERENCE MARK 1 IS 91 FEET SOUTHEAST OF THE WITNESS POST
 DK2074'AND 88 FEET SOUTHEAST OF THE TREE.  THE MARK PROJECTS 4
 DK2074'INCHES AND THE DISK IS STAMPED WHITE 1939 NO 1.
 DK2074'
 DK2074'REFERENCE MARK 2 IS 100 FEET WEST OF THE NORTHWEST CORNER
 DK2074'OF A HOUSE AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 DK2074'8 INCHES AND THE DISK IS STAMPED WHITE 1939 NO 2.
 DK2074'
 DK2074'REFERENCE MARK 3 IS 88 FEET NORTH OF THE TREE AND 87 FEET
 DK2074'NORTH OF THE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 DK2074'THE DISK IS STAMPED WHITE NO 3 1939.
 DK2074'
 DK2074'THE AZIMUTH MARK IS 70 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DK2074'OF A HOUSE, 70 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 DK2074'AND 6 FEET NORTH OF A BOARD FENCE.  THE MARK PROJECTS 8
 DK2074'INCHES AND THE DISK IS STAMPED WHITE 1939.
 DK2074'
 DK2074'BENCH MARK I 20 1 (USED) IS 54 FEET EAST OF THE EAST RAIL OF
 DK2074'A RAILROAD TRACK, 10 FEET EAST OF A FENCE AND 5 FEET EAST
 DK2074'OF AN 8-INCH PINE TREE.  THE MARK IS A BRASS CAP OF THE
 DK2074'UNITED STATES ENGINEERS DEPARTMENT FASTENED TO THE TOP OF
 DK2074'A 3-INCH IRON PIPE THAT PROJECTS 4 INCHES.  THE CAP IS STAMPED
 DK2074'99 BM. I. 20. 1. 1930.
 DK2074'
 DK2074'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1872 ***********************************************************************
 FF1872  DESIGNATION -  WHITE
 FF1872  PID         -  FF1872
 FF1872  STATE/COUNTY-  AR/SHARP
 FF1872  USGS QUAD   -  CAVE CITY (1989)
 FF1872
 FF1872                         *CURRENT SURVEY CONTROL
 FF1872  ___________________________________________________________________
 FF1872* NAD 83(1997)-  35 59 38.24294(N)    091 36 59.04992(W)     ADJUSTED  
 FF1872* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 FF1872  ___________________________________________________________________
 FF1872  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 FF1872  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FF1872
 FF1872  HORZ ORDER  -  FIRST
 FF1872
 FF1872.The horizontal coordinates were established by classical geodetic methods
 FF1872.and adjusted by the National Geodetic Survey in September 1999..
 FF1872
 FF1872.The orthometric height was scaled from a topographic map.
 FF1872
 FF1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1872
 FF1872.The geoid height was determined by GEOID03.
 FF1872
 FF1872;                    North         East     Units Scale Factor Converg.
 FF1872;SPC AR N     -   184,302.390   434,587.760   MT  0.99996143   +0 13 23.6
 FF1872;SPC AR N     -   604,665.42  1,425,810.01   sFT  0.99996143   +0 13 23.6
 FF1872;UTM  15      - 3,984,163.193   624,713.626   MT  0.99979165   +0 48 47.7
 FF1872
 FF1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1872!SPC AR N     -   0.99996654  x   0.99996143  =   0.99992797
 FF1872!UTM  15      -   0.99996654  x   0.99979165  =   0.99975819
 FF1872
 FF1872:                Primary Azimuth Mark                     Grid Az
 FF1872:SPC AR N     -  CENTER LOOKOUT TOWER 14 1                021 51 05.2
 FF1872:UTM  15      -  CENTER LOOKOUT TOWER 14 1                021 15 41.1
 FF1872
 FF1872|---------------------------------------------------------------------|
 FF1872| PID    Reference Object                     Distance      Geod. Az  |
 FF1872|                                                           dddmmss.s |
 FF1872| GE0881 CENTER LOOKOUT TOWER 14 1           APPROX.19.5 KM 0220428.8 |
 FF1872| CI3604 WHITE AZ MK                                        0685923.5 |
 FF1872| CI3605 WHITE RM 1                           99.740 METERS 12700     |
 FF1872| CI3606 WHITE RM 2                           38.080 METERS 25642     |
 FF1872|---------------------------------------------------------------------|
 FF1872
 FF1872                          SUPERSEDED SURVEY CONTROL
 FF1872
 FF1872  NAD 83(1986)-  35 59 38.25378(N)    091 36 59.04916(W) AD(       ) 1
 FF1872  NAD 27      -  35 59 37.99600(N)    091 36 58.54700(W) AD(       ) 1
 FF1872
 FF1872.Superseded values are not recommended for survey control.
 FF1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1872.See file dsdata.txt to determine how the superseded data were derived.
 FF1872
 FF1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2471484163(NAD 83)
 FF1872_MARKER: DS = TRIANGULATION STATION DISK
 FF1872_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FF1872
 FF1872  HISTORY     - Date     Condition        Report By
 FF1872  HISTORY     - 1934     MONUMENTED       CGS
 FF1872  HISTORY     - 1953     GOOD             CGS
 FF1872
 FF1872                          STATION DESCRIPTION
 FF1872
 FF1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1872'THIS STATION IS LOCATED 10.1 MILES S OF EVENING SHADE, A SMALL
 FF1872'VILLAGE ON STATE HIGHWAY 11, ON LAND BELONGING TO FRED WHITE,
 FF1872'WHO LIVES 0.3 MILE S OF STATION.  IT IS IN NE 1/4 SEC. 34, T
 FF1872'16 N, R 6 W, ON THE HIGHEST POINT OF A CULTIVATED FIELD.
 FF1872'
 FF1872'THE STATION SURFACE MARK IS A STANDARD BRONZE DISK SET IN
 FF1872'CONCRETE.  THE SUBSURFACE MARK IS A
 FF1872'STANDARD BRONZE DISK SET IN CONCRETE.
 FF1872'
 FF1872'STATION IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND WILL
 FF1872'BE COVERED.
 FF1872'
 FF1872'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 FF1872'THE TOPS OF CONCRETE CYLINDERS.
 FF1872'
 FF1872'REFERENCE MARK NO.1 IS SE OF STATION, ON THE N SIDE OF TIMBER
 FF1872'AND ON S EDGE OF CLEARED FIELD, 7 METERS W OF AN N-S FENCE.
 FF1872'
 FF1872'REFERENCE MARK NO.2 IS NW OF STATION, ON N EDGE OF CLEARED FIELD.
 FF1872'
 FF1872'AZIMUTH MARK IS 0.25 MILES E OF STATION ON THE N SIDE OF CLEARED
 FF1872'FIELD AND S EDGE OF TIMBER LINE.
 FF1872'
 FF1872'TO REACH FROM EVENING SHADE, FOLLOW STATE HIGHWAY 11, 6.1 MILES S
 FF1872'TO JUNCTION WITH STATE ROUTE 58, TURN W ON STATE ROUTE 58 FOR 2.8
 FF1872'MILES, TURN SHARPLY TO LEFT FOR 1.2 MILES TO MR. WHITES HOUSE.
 FF1872'PASS THROUGH GATE ABOUT 100 FEET W OF MR. WHITES HOUSE AND FOLLOW
 FF1872'ROAD N FOR 0.3 MILE TO GATE ENTERING CULTIVATED FIELD,
 FF1872'PASS THROUGH GATE AND BEAR NW TO THE HIGHEST POINT.
 FF1872'
 FF1872'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 FF1872
 FF1872                          STATION RECOVERY (1953)
 FF1872
 FF1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF1872'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FF1872'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN VERY GOOD
 FF1872'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 FF1872'
 FF1872'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF EVENING SHADE,
 FF1872'ABOUT 5 MILES NORTHWEST OF CAVE CITY ON LAND BELONGING TO MR. FRED
 FF1872'WHITE.  THE STATION MARK IS IN THE SOUTHWEST PART OF AN OPEN
 FF1872'FIELD, 113 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 4 FEET
 FF1872'SOUTH OF A WITNESS POST.  IT IS STAMPED WHITE 1934 AND IT IS 1
 FF1872'FOOT BELOW THE SURFACE OF THE GROUND.  (NOE 1 A AND 7 A)
 FF1872'
 FF1872'REFERENCE MARK NO. 1 IS 60 FEET NORTHWEST OF A GRAVEL PIT,
 FF1872'16 FEET WEST OF THE CENTER OF A DRIVEWAY AND 14 FEET NORTH OF
 FF1872'AN OAK TREE WITH A TRIANGLE BLAZE.  IT PROJECTS 2 INCHES AND IS
 FF1872'STAMPED WHITE NO 1 1934.
 FF1872'
 FF1872'REFERENCE MARK NO. 2 IS 18 FEET NORTHWEST OF AN OAK TREE WITH
 FF1872'A TRIANGLE BLAZE AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 FF1872'IT PROJECTS 6 INCHES AND IS STAMPED WHITE NO 2 1934.
 FF1872'
 FF1872'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN THE
 FF1872'NORTH EDGE OF AN OPEN FIELD, 2 FEET WEST OF A WITNESS POST.  IT
 FF1872'PROJECTS 4 INCHES AND IS STAMPED WHITE AZI 1934.
 FF1872'
 FF1872'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CITY GO
 FF1872'NORTHWESTERLY ON STATE HIGHWAY 11 FOR 1.3 MILES TO THE JUNCTION
 FF1872'OF STATE HIGHWAYS 11 AND 115, CONTINUE NORTHWESTERLY ON STATE
 FF1872'HIGHWAY 11 FOR 3.0 MILES TO A STORE ON THE LEFT, TURN LEFT
 FF1872'ON GRADED ROAD AND FOLLOW MAIN ROAD WEST FOR 2.4 MILES TO
 FF1872'THE HOME OF MR. WHITE ON THE RIGHT.  TURN RIGHT THROUGH GATE
 FF1872'WEST OF THE HOUSE AND FOLLOW TRACK ROAD NORTHERLY FOR
 FF1872'0.2 MILE TO A GRAVEL PIT, BEAR LEFT 0.1 MILE TO THE HIGHEST
 FF1872'PART OF THE OPEN FIELD AND THE STATION AS DESCRIBED.
 FF1872'
 FF1872'TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTHEAST FOR
 FF1872'ABOUT 0.25 MILE TO THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0622 ***********************************************************************
 GG0622  DESIGNATION -  WHITE
 GG0622  PID         -  GG0622
 GG0622  STATE/COUNTY-  AR/WASHINGTON
 GG0622  USGS QUAD   -  ELKINS (1994)
 GG0622
 GG0622                         *CURRENT SURVEY CONTROL
 GG0622  ___________________________________________________________________
 GG0622* NAD 83(1997)-  36 06 15.11807(N)    094 04 04.01069(W)     ADJUSTED  
 GG0622* NAVD 88     -       461.0    (meters)    1512.     (feet)  VERTCON   
 GG0622  ___________________________________________________________________
 GG0622  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GG0622  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GG0622
 GG0622  HORZ ORDER  -  FIRST
 GG0622
 GG0622.The horizontal coordinates were established by classical geodetic methods
 GG0622.and adjusted by the National Geodetic Survey in September 1999..
 GG0622
 GG0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0622
 GG0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0622
 GG0622.The geoid height was determined by GEOID03.
 GG0622
 GG0622;                    North         East     Units Scale Factor Converg.
 GG0622;SPC AR N     -   198,422.157   213,824.796   MT  0.99997702   -1 12 11.7
 GG0622;SPC AR N     -   650,990.03    701,523.52   sFT  0.99997702   -1 12 11.7
 GG0622;UTM  15      - 3,996,033.559   403,888.503   MT  0.99971382   -0 37 45.3
 GG0622
 GG0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0622!SPC AR N     -   0.99993205  x   0.99997702  =   0.99990907
 GG0622!UTM  15      -   0.99993205  x   0.99971382  =   0.99964589
 GG0622
 GG0622:                Primary Azimuth Mark                     Grid Az
 GG0622:SPC AR N     -  WHITE AZ MK                              089 55 50.5
 GG0622:UTM  15      -  WHITE AZ MK                              089 21 24.1
 GG0622
 GG0622|---------------------------------------------------------------------|
 GG0622| PID    Reference Object                     Distance      Geod. Az  |
 GG0622|                                                           dddmmss.s |
 GG0622| CI3607 WHITE AZ MK                                        0884338.8 |
 GG0622| CI3608 WHITE RM 1                            7.860 METERS 09716     |
 GG0622| GG0623 FAYETTEVILLE TV STA KGTO MAST       APPROX. 9.8 KM 1884031.9 |
 GG0622| CI3609 WHITE RM 2                            8.260 METERS 26510     |
 GG0622|---------------------------------------------------------------------|
 GG0622
 GG0622                          SUPERSEDED SURVEY CONTROL
 GG0622
 GG0622  NAD 83(1997)-  36 06 15.12912(N)    094 04 04.01074(W) AD(       ) 1
 GG0622  NAD 83(1986)-  36 06 15.12792(N)    094 04 04.01058(W) AD(       ) 1
 GG0622  NAD 27      -  36 06 14.84777(N)    094 04 03.28639(W) AD(       ) 1
 GG0622  NGVD 29 (07/19/86)  460.8    (m)         1512.     (f) VERT ANG       
 GG0622
 GG0622.Superseded values are not recommended for survey control.
 GG0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0622.See file dsdata.txt to determine how the superseded data were derived.
 GG0622
 GG0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0388996034(NAD 83)
 GG0622_MARKER: DS = TRIANGULATION STATION DISK
 GG0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GG0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0622+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2006
 GG0622
 GG0622  HISTORY     - Date     Condition        Report By
 GG0622  HISTORY     - 1971     MONUMENTED       NGS
 GG0622  HISTORY     - 1987     GOOD             USPSQD
 GG0622  HISTORY     - 1987     GOOD             USPSQD
 GG0622  HISTORY     - 19961102 GOOD             USPSQD
 GG0622  HISTORY     - 20060213 GOOD             INDIV
 GG0622
 GG0622                          STATION DESCRIPTION
 GG0622
 GG0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 GG0622'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 4 MILES EAST OF
 GG0622'SPRINGDALE, 5-1/2 MILES EAST AND 4 MILES NORTH OF FAYETTEVILLE, 4
 GG0622'MILES WEST OF GOSHEN, IN THE NORTHWEST 1/4 OF SECTION 34, R. 29
 GG0622'W., T 17 N., ON THE SOUTH SIDE OF STATE HIGHWAY 45 AND ON ROAD
 GG0622'RIGHT-OF-WAY.
 GG0622'
 GG0622'TO REACH THE STATION FROM THE COURTHOUSE IN FAYETTEVILLE, GO NORTH ON
 GG0622'U.S. HIGHWAY 71 FOR 0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY 45.
 GG0622'TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 45 FOR 2.8 MILES TO THE
 GG0622'JUNCTION WITH STATE HIGHWAY 265. CONTINUE EAST ON STATE HIGHWAY 45
 GG0622'FOR 2.4 MILES TO A CHURCH ON THE LEFT.  CONTINUE EAST ON STATE
 GG0622'HIGHWAY 45 FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 GG0622'
 GG0622'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 GG0622'45 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 GG0622'
 GG0622'STATION MARKS ARE STANDARD DISKS, STAMPED WHITE 1971, THE SURFACE
 GG0622'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 GG0622'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 63.0 FEET WEST OF THE
 GG0622'CENTER OF A DRIVEWAY, 37.0 FEET SOUTH OF THE CENTERLINE OF STATE
 GG0622'HIGHWAY 45, 4.0 FEET NORTHEAST OF A WITNESS POST AND 3.6 FEET
 GG0622'NORTH OF A POLE FENCE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 GG0622'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 GG0622'SURFACE.
 GG0622'
 GG0622'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WHITE NO 1 1971, SET
 GG0622'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 GG0622'WITH THE GROUND SURFACE.  IT IS 39.0 FEET SOUTH OF THE CENTERLINE
 GG0622'OF STATE HIGHWAY 45, 38.0 FEET WEST OF THE CENTER OF THE DRIVEWAY,
 GG0622'27.8 FEET EAST OF THE WITNESS POST, 1.0 FOOT NORTH OF THE POLE
 GG0622'FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GG0622'
 GG0622'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WHITE NO 2 1971, SET
 GG0622'IN THE TOP OF 12-INCH CYLINDICAL CONCRETE MONUMENT, THAT IS FLUSH
 GG0622'WITH THE GROUND SURFACE. IT IS 39.0 FEET SOUTH OF THE CENTERLINE OF
 GG0622'STATE HIGHWAY 45, 25.0 FEET WEST OF THE WITNESS POST, 1.0 FOOT
 GG0622'NORTH OF THE POLE FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GG0622'
 GG0622'AZIMUTH MARK IS A STANDARD DISK, STAMPED WHITE 1971, SET IN THE TOP
 GG0622'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GG0622'GROUND SURFACE.  IT IS 109.0 FEET EAST OF THE CENTER OF A DRIVEWAY,
 GG0622'72.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME HOUSE
 GG0622'AND 34.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 45.
 GG0622'
 GG0622'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GG0622
 GG0622                          STATION RECOVERY (1987)
 GG0622
 GG0622'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GG0622'RECOVERED IN GOOD CONDITION.
 GG0622
 GG0622                          STATION RECOVERY (1987)
 GG0622
 GG0622'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0622'RECOVERED IN GOOD CONDITION.
 GG0622
 GG0622                          STATION RECOVERY (1996)
 GG0622
 GG0622'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0622'RECOVERED IN GOOD CONDITION.
 GG0622
 GG0622                          STATION RECOVERY (2006)
 GG0622
 GG0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 GG0622'THE MONUMENT WAS FOUND IN GOOD CONDITION.  IT IS ON THE WEST SIDE OF A
 GG0622'CEDAR TREE THAT MAKES IT DIFFICULT TO MAINTAIN INITIALIZATION WITH RTK
 GG0622'GPS.  THE TREE SHOULD BE REMOVED TO MAKE THIS MONUMENT MORE USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0261 ***********************************************************************
 GE0261  DESIGNATION -  WHITE AZ MK
 GE0261  PID         -  GE0261
 GE0261  STATE/COUNTY-  AR/CLAY
 GE0261  USGS QUAD   -  CORNING (1964)
 GE0261
 GE0261                         *CURRENT SURVEY CONTROL
 GE0261  ___________________________________________________________________
 GE0261* NAD 83(1986)-  36 24 11.     (N)    090 30 27.     (W)     SCALED    
 GE0261* NAVD 88     -        89.970  (meters)     295.18   (feet)  ADJUSTED  
 GE0261  ___________________________________________________________________
 GE0261  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GE0261  DYNAMIC HT  -          89.898 (meters)     294.94  (feet)  COMP
 GE0261  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GE0261
 GE0261  VERT ORDER  -  FIRST     CLASS II
 GE0261
 GE0261.The horizontal coordinates were scaled from a topographic map and have
 GE0261.an estimated accuracy of +/- 6 seconds.
 GE0261
 GE0261.The orthometric height was determined by differential leveling
 GE0261.and adjusted by the National Geodetic Survey in June 1991..
 GE0261
 GE0261.The geoid height was determined by GEOID03.
 GE0261
 GE0261.The dynamic height is computed by dividing the NAVD 88
 GE0261.geopotential number by the normal gravity value computed on the
 GE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0261.degrees latitude (g = 980.6199 gals.).
 GE0261
 GE0261.The modeled gravity was interpolated from observed gravity values.
 GE0261
 GE0261;                    North         East    Units  Estimated Accuracy
 GE0261;SPC AR N     -   230,640.      533,880.      MT  (+/- 180 meters Scaled)
 GE0261
 GE0261                          SUPERSEDED SURVEY CONTROL
 GE0261
 GE0261  NGVD 29 (??/??/92)   89.960  (m)          295.14   (f) ADJ UNCH    1 2
 GE0261
 GE0261.Superseded values are not recommended for survey control.
 GE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0261.See file dsdata.txt to determine how the superseded data were derived.
 GE0261
 GE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA235315(NAD 83)
 GE0261_MARKER: DZ = AZIMUTH MARK DISK
 GE0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0261_STAMPING: WHITE 1955
 GE0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0261+STABILITY: SURFACE MOTION
 GE0261
 GE0261  HISTORY     - Date     Condition        Report By
 GE0261  HISTORY     - 1955     MONUMENTED       CGS
 GE0261  HISTORY     - 1956     GOOD             NGS
 GE0261  HISTORY     - 1975     GOOD             USGS
 GE0261
 GE0261                          STATION DESCRIPTION
 GE0261
 GE0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0261'4.2 MI NE FROM CORNING.
 GE0261'4.25 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE CROSSING
 GE0261'OF THE MISSOURI PACIFIC RAILROAD AT CORNING, AT WHITE VALLEY
 GE0261'MISSIONARY BAPTIST CHURCH, 135 FEET NORTHWEST OF CENTER LINE
 GE0261'OF HIGHWAY, 43 FEET EAST OF A WELL WITH PUMP, 35 FEET SOUTHEAST
 GE0261'OF SOUTH CORNER OF CHURCH BUILDING, 38 FEET WEST-NORTHWEST
 GE0261'OF CENTER LINE OF A DRIVE TO CHURCH, 23 FEET SOUTH OF A 7-INCH
 GE0261'LIVE OAK TREE, 2 FEET WEST-SOUTHWEST OF A POWER POLE, 3 1/2
 GE0261'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 GE0261'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0261'5 INCHES.
 GE0261
 GE0261                          STATION RECOVERY (1975)
 GE0261
 GE0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GE0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0965 ***********************************************************************
 DK0965  DESIGNATION -  WHITE BOLT
 DK0965  PID         -  DK0965
 DK0965  STATE/COUNTY-  AR/DESHA
 DK0965  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0965
 DK0965                         *CURRENT SURVEY CONTROL
 DK0965  ___________________________________________________________________
 DK0965* NAD 83(1986)-  33 36 57.     (N)    091 11 17.     (W)     SCALED    
 DK0965* NAVD 88     -        42.23   (+/-2cm)     138.5    (feet)  VERTCON   
 DK0965  ___________________________________________________________________
 DK0965  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0965
 DK0965  VERT ORDER  -  ? (See Below)
 DK0965
 DK0965.The horizontal coordinates were scaled from a topographic map and have
 DK0965.an estimated accuracy of +/- 6 seconds.
 DK0965
 DK0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0965.The vertical order pertains to the NGVD 29 superseded value.
 DK0965
 DK0965.The geoid height was determined by GEOID03.
 DK0965
 DK0965;                    North         East    Units  Estimated Accuracy
 DK0965;SPC AR S     -   505,570.      475,340.      MT  (+/- 180 meters Scaled)
 DK0965
 DK0965                          SUPERSEDED SURVEY CONTROL
 DK0965
 DK0965  NGVD 29 (??/??/??)   42.334  (m)          138.89   (f) ADJUSTED    ?  
 DK0965
 DK0965.Superseded values are not recommended for survey control.
 DK0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0965.See file dsdata.txt to determine how the superseded data were derived.
 DK0965
 DK0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT680210(NAD 83)
 DK0965_MARKER: B = BOLT
 DK0965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0965_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0965
 DK0965  HISTORY     - Date     Condition        Report By
 DK0965  HISTORY     - UNK      MONUMENTED       DOD
 DK0965  HISTORY     - 1934     GOOD             CGS
 DK0965
 DK0965                          STATION DESCRIPTION
 DK0965
 DK0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0965'1.0 MI NE FROM ARKANSAS CITY.
 DK0965'ABOUT 1.0 MILE NORTHEAST ALONG THE LEVEE FROM ARKANSAS CITY, DESHA
 DK0965'COUNTY, ABOUT 1/2 MILE SOUTHWEST OF THE CROSSING OF A ROAD LEADING TO
 DK0965'A FERRY, AT LEVEE STATION 730, ABOUT 800 FEET NORTHEAST OF AN S-CURVE
 DK0965'IN A GRAVEL ROAD, AND JUST WEST OF THE ROAD.  A COPPER BOLT, SET IN
 DK0965'THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 DK0965'THROUGH AN IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND AND
 DK0965'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2059 ***********************************************************************
 EJ2059  DESIGNATION -  WHITE OAK
 EJ2059  PID         -  EJ2059
 EJ2059  STATE/COUNTY-  AR/SCOTT
 EJ2059  USGS QUAD   -  BEE MOUNTAIN (1985)
 EJ2059
 EJ2059                         *CURRENT SURVEY CONTROL
 EJ2059  ___________________________________________________________________
 EJ2059* NAD 83(1997)-  34 58 44.10781(N)    093 56 40.01184(W)     ADJUSTED  
 EJ2059* NAVD 88     -       675.7    (meters)    2217.     (feet)  VERTCON   
 EJ2059  ___________________________________________________________________
 EJ2059  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 EJ2059  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EJ2059
 EJ2059  HORZ ORDER  -  FIRST
 EJ2059
 EJ2059.The horizontal coordinates were established by classical geodetic methods
 EJ2059.and adjusted by the National Geodetic Survey in September 1999..
 EJ2059
 EJ2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2059
 EJ2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2059
 EJ2059.The geoid height was determined by GEOID03.
 EJ2059
 EJ2059;                    North         East     Units Scale Factor Converg.
 EJ2059;SPC AR N     -    73,375.732   222,462.488   MT  0.99999135   -1 07 53.3
 EJ2059;SPC AR N     -   240,733.55    729,862.35   sFT  0.99999135   -1 07 53.3
 EJ2059;UTM  15      - 3,871,112.579   413,794.135   MT  0.99969159   -0 32 29.3
 EJ2059
 EJ2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2059!SPC AR N     -   0.99989869  x   0.99999135  =   0.99989005
 EJ2059!UTM  15      -   0.99989869  x   0.99969159  =   0.99959032
 EJ2059
 EJ2059|---------------------------------------------------------------------|
 EJ2059| PID    Reference Object                     Distance      Geod. Az  |
 EJ2059|                                                           dddmmss.s |
 EJ2059| CX6127 RANGERS TOWER                                      02815     |
 EJ2059| CX7389 WHITE OAK RM 2                        8.575 METERS 09318     |
 EJ2059| CX5035 WHITE OAK WM BLAZE IN OAK TREE                     09728     |
 EJ2059| EJ2058 WHITE OAK RM 3                        4.790 METERS 18448     |
 EJ2059| EK0843 BLACK                               APPROX.56.6 KM 2395614.7 |
 EJ2059| CX7386 WHITE OAK AZ MK                                    2821000.3 |
 EJ2059| CX7387 WHITE OAK AZ MK 2                                  2854450.4 |
 EJ2059| CU8285 WHITE OAK WM BLAZE IN OAK                          35212     |
 EJ2059| CX7388 WHITE OAK RM 1                        4.052 METERS 35421     |
 EJ2059|---------------------------------------------------------------------|
 EJ2059
 EJ2059                          SUPERSEDED SURVEY CONTROL
 EJ2059
 EJ2059  NAD 83(1997)-  34 58 44.11543(N)    093 56 40.00999(W) AD(       ) 1
 EJ2059  NAD 83(1986)-  34 58 44.11529(N)    093 56 40.00542(W) AD(       ) 1
 EJ2059  NAD 27      -  34 58 43.77000(N)    093 56 39.26900(W) AD(       ) 1
 EJ2059  NGVD 29 (07/19/86)  675.6    (m)         2217.     (f) VERT ANG       
 EJ2059
 EJ2059.Superseded values are not recommended for survey control.
 EJ2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2059.See file dsdata.txt to determine how the superseded data were derived.
 EJ2059
 EJ2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1379471113(NAD 83)
 EJ2059_MARKER: DS = TRIANGULATION STATION DISK
 EJ2059_SETTING: 66 = SET IN ROCK OUTCROP
 EJ2059
 EJ2059  HISTORY     - Date     Condition        Report By
 EJ2059  HISTORY     - 1916     MONUMENTED       CGS
 EJ2059  HISTORY     - 1935     GOOD             CGS
 EJ2059  HISTORY     - 1952     GOOD             CGS
 EJ2059  HISTORY     - 1956     GOOD             CGS
 EJ2059  HISTORY     - 1957     GOOD             CGS
 EJ2059  HISTORY     - 1959     GOOD             CGS
 EJ2059  HISTORY     - 20041116 MARK NOT FOUND   ARHD
 EJ2059
 EJ2059                          STATION DESCRIPTION
 EJ2059
 EJ2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EJ2059'ABOUT 15 MILES W OF S FROM BOONEVILLE, 10 MILES NE FROM
 EJ2059'WALDRON, 2 MILES S FROM GIRARD POST OFFICE, AT FRANK MILTONS
 EJ2059'PLACE, ON HIGHEST POINT OF WHITEOAK MOUNTAIN, 12 METERS
 EJ2059'(39 FEET) SW FROM FOREST SERVICE LOOKOUT TOWER.  A GOOD TRAIL
 EJ2059'LEADS TO LOOKOUT FROM COLD SPRINGS FORESTRY STATION, DISTANCE
 EJ2059'1.5 MILES.
 EJ2059'
 EJ2059'SURFACE MARK IS A BRONZE STATION DISK IN BEDROCK.
 EJ2059'REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN BEDROCK.
 EJ2059'
 EJ2059'REFERENCE MARK 1 IS 4.06 METERS (13.3 FEET) FROM STATION,
 EJ2059'S 86 DEG 03 MIN E.
 EJ2059'
 EJ2059'REFERENCE MARK 2 IS 8.59 METERS (28.2 FEET) FROM STATION,
 EJ2059'N 05 DEG 41 MIN W.
 EJ2059'
 EJ2059'WITNESS MARKS ARE 8.70 METERS (28.5 FEET) FROM STATION,
 EJ2059'N 47 DEG 28 MIN E AND 19.80 METERS (65 FEET) FROM STATION,
 EJ2059'N 07 DEG 48 MIN W.  CENTER OF LOOKOUT TOWER IS 12.3
 EJ2059'METERS (40 FEET) FROM STATION, N 28 DEG 15 MIN E.
 EJ2059'
 EJ2059'IN 1930 IT WAS REPORTED THAT A NEW FOREST SERVICE LOOKOUT
 EJ2059'TOWER HAD BEEN BUILD DIRECTLY OVER STATION.
 EJ2059
 EJ2059                          STATION RECOVERY (1935)
 EJ2059
 EJ2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 EJ2059'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 EJ2059'TO BE IN GOOD CONDITION.  WITNESS TREES HAVE BEEN CUT DOWN.
 EJ2059'THERE IS A GOOD ROAD TO THIS STATION THAT HAS RECENTLY BEEN
 EJ2059'COMPLETED. OTHERWISE ORIGINAL DESCRIPTION IS STILL GOOD.
 EJ2059
 EJ2059                          STATION RECOVERY (1952)
 EJ2059
 EJ2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EJ2059'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EJ2059'CONDITION.  THE FOREST SERVICE LOOKOUT TOWER IS NOW DIRECTLY
 EJ2059'OVER THE STATION MARK.
 EJ2059'
 EJ2059'A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE SET AND THE
 EJ2059'REFERENCE MARK WAS OCCUPIED AS A TOWER COULD NOT BE BUILT
 EJ2059'OVER THE TRUE STATION.
 EJ2059'
 EJ2059'A NEW DESCRIPTION FOLLOWS.
 EJ2059'
 EJ2059'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST
 EJ2059'OF WALDRON AND ON THE HIGHEST POINT OF WHITE OAK MOUNTAIN.
 EJ2059'THE DISK IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EJ2059'1 FOOT AND STAMPED WHITE OAK 1916.
 EJ2059'
 EJ2059'REFERENCE MARK NO. 1 IS 40.5 FEET SOUTH-SOUTHEAST OF THE
 EJ2059'SOUTHEAST CORNER A CABIN, 10.5 FEET NORTHWEST OF THE NORTHEAST
 EJ2059'LEG OF THE LOOKOUT TOWER AND 8 FEET NORTHEAST OF THE NORTHWEST
 EJ2059'LEG OF THE LOOKOUT TOWER.  THE DISK IS SET IN A DRILL HOLE
 EJ2059'IN A BOULDER AND STAMPED WHITE OAK NO 1 1916.
 EJ2059'
 EJ2059'REFERENCE MARK NO. 2 IS 67.5 FEET SOUTHEAST OF THE SOUTHEAST
 EJ2059'CORNER OF A CABIN AND 1 FOOT NORTH OF A 12 INCH OAK TREE.
 EJ2059'THE DISK IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EJ2059'4 INCHES AND STAMPED WHITE OAK NO 2 1916.
 EJ2059'
 EJ2059'REFERENCE MARK NO. 3 IS 47 FEET NORTH OF THE CENTERLINE
 EJ2059'OF THE ROAD, 11.5 FEET SOUTHWEST OF THE SOUTHEAST LEG OF
 EJ2059'THE LOOKOUT TOWER AND 10.5 FEET SOUTHEAST OF THE SOUTHWEST
 EJ2059'LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND
 EJ2059'THE DISK IS STAMPED WHITE OAK NO 3 1916.
 EJ2059'
 EJ2059'A TRAVERSE CONNECTION WAS MADE FROM STATION WHITE OAK TO WHITE
 EJ2059'OAK R.M. NO. 3.  THE DISTANCE IS AS SHOWN BELOW.
 EJ2059'
 EJ2059'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTERLINE OF THE TRACK
 EJ2059'ROAD LEADING TO THE PICNIC AREA AND 7 FEET EAST-NORTHEAST
 EJ2059'OF THE SOUTHEAST CORNER OF A SMALL BUILDING.  THE MARK
 EJ2059'PROJECTS 6 INCHES AND THE DISK IS STAMPED WHITE OAK 1952.
 EJ2059'
 EJ2059'TO REACH FROM THE COURT HOUSE IN WALDRON, GO NORTHERLY ON
 EJ2059'US HIGHWAY 71 AND STATE HIGHWAY 28 FOR 2.85 MILES TO THEIR
 EJ2059'JUNCTION.  CONTINUE NORTHERLY ON HIGHWAY 71 FOR 2.4 MILES
 EJ2059'TO A SIDE ROAD RIGHT, AT SIGN LOOKOUT TOWER 13 MILES.  TURN
 EJ2059'RIGHT ON GRAVELED ROAD FOR 5.55 MILES TO FORKS, KEEP RIGHT
 EJ2059'FORK FOR 4.4 MILES TO A REVERSE FORK AT SIGN LOOKOUT TOWER
 EJ2059'2 MILES.  TURN SHARP LEFT FOR 2.6 MILES TO THE TOP OF HILL
 EJ2059'AND THE STATION.
 EJ2059'
 EJ2059'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY
 EJ2059'0.1 MILE TO A SMALL BUILDING IN THE PICNIC AREA AND THE
 EJ2059'MARK AS DESCRIBED.
 EJ2059'
 EJ2059'OBSERVATIONS TAKEN FROM A 37 FT. STEEL TOWER AND A 4 FT. WOODEN
 EJ2059'STAND.
 EJ2059
 EJ2059                          STATION RECOVERY (1956)
 EJ2059
 EJ2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2059'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1952 AND
 EJ2059'FOUND IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED.  SEE
 EJ2059'TRAVERSE CONNECTION TO STATION WHITE OAK R.M. 3.
 EJ2059
 EJ2059                          STATION RECOVERY (1957)
 EJ2059
 EJ2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WAM)
 EJ2059'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 EJ2059'GOOD CONDITION.
 EJ2059
 EJ2059                          STATION RECOVERY (1959)
 EJ2059
 EJ2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EJ2059'STATION RECOVERED AS DESCRIBED IN 1952 AND STATION AND REFERENCE
 EJ2059'MARKS FOUND IN GOOD CONDITION.
 EJ2059'
 EJ2059'THE 1952 DESCRIPTION TO REACH THE STATION FROM WALDRON IS
 EJ2059'ADEQUATE.
 EJ2059
 EJ2059                          STATION RECOVERY (2004)
 EJ2059
 EJ2059'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EJ2059'AN EXTENSIVE SEARCH WAS MADE BUT ONLY ONE OF THE TOWER LEGS REMAINS.
 EJ2059'THE ENTIRE SITE HAS BEEN LEVELED FOR THE CONSTRUCTION OF RADIO TOWERS.
 EJ2059' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1915 ***********************************************************************
 FG1915  DESIGNATION -  WHITE OAK LOT
 FG1915  PID         -  FG1915
 FG1915  STATE/COUNTY-  AR/FRANKLIN
 FG1915  USGS QUAD   -  HUNT (1963)
 FG1915
 FG1915                         *CURRENT SURVEY CONTROL
 FG1915  ___________________________________________________________________
 FG1915* NAD 83(1997)-  35 33 46.03733(N)    093 42 29.89154(W)     ADJUSTED  
 FG1915* NAVD 88     -                                                        
 FG1915  ___________________________________________________________________
 FG1915  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FG1915  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FG1915
 FG1915  HORZ ORDER  -  THIRD
 FG1915
 FG1915.The horizontal coordinates were established by classical geodetic methods
 FG1915.and adjusted by the National Geodetic Survey in September 1999..
 FG1915
 FG1915
 FG1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1915
 FG1915.The geoid height was determined by GEOID03.
 FG1915
 FG1915;                    North         East     Units Scale Factor Converg.
 FG1915;SPC AR N     -   137,740.838   245,145.078   MT  0.99993601   -0 59 38.6
 FG1915;SPC AR N     -   451,904.73    804,280.14   sFT  0.99993601   -0 59 38.6
 FG1915;UTM  15      - 3,935,687.795   435,811.281   MT  0.99965077   -0 24 43.1
 FG1915
 FG1915                          SUPERSEDED SURVEY CONTROL
 FG1915
 FG1915  NAD 83(1997)-  35 33 46.04847(N)    093 42 29.89084(W) AD(       ) 4
 FG1915  NAD 83(1986)-  35 33 46.04814(N)    093 42 29.88921(W) AD(       ) 4
 FG1915  NAD 27      -  35 33 45.74754(N)    093 42 29.19780(W) AD(       ) 3
 FG1915
 FG1915.Superseded values are not recommended for survey control.
 FG1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1915.See file dsdata.txt to determine how the superseded data were derived.
 FG1915
 FG1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3581135688(NAD 83)
 FG1915_MARKER: 57 = LOOKOUT TOWER
 FG1915
 FG1915  HISTORY     - Date     Condition        Report By
 FG1915  HISTORY     - 1971     FIRST OBSERVED   USFS
 FG1915
 FG1915                          STATION DESCRIPTION
 FG1915
 FG1915'DESCRIBED BY US FOREST SERVICE 1971 (LHW)
 FG1915'THE STATION, WHITE OAK U. S. FORESTRY SERVICE LOOKOUT TOWER, IS THE
 FG1915'CENTER OF THE BASE OF A FOUR LEGGED STEEL TOWER WITH A METAL CABIN
 FG1915'MOUNTED ON TOP AND HAS AN OVERALL HEIGHT OF 85 FEET.  THE STATION
 FG1915'IS LOCATED ABOUT 6 MILES NORTH AND 14 MILES WEST OF CLARKSVILLE, 5
 FG1915'MILES NORTH AND 7 MILES EAST OF OZARK, 8 MILES NORTH AND 3 MILES
 FG1915'EAST OF ALTUS, IN THE NORTHEAST CORNER OF THE NORTHEAST 1/4
 FG1915'SECTION OF SECTION 1, R. 26 W., T. 10 N., AND ON PROPERTY LEASED BY
 FG1915'THE STATE.
 FG1915'
 FG1915'TO REACH THE STATION FROM THE POST OFFICE IN OZARK, GO EAST ON
 FG1915'COLLEGE STREET FOR 0.15 MILE TO A CROSSROAD, STATE HIGHWAY 219,
 FG1915'(NORTH THIRD STREET).  TURN LEFT AND GO NORTH ON STATE HIGHWAY 219
 FG1915'FOR 3.5 MILES TO A CROSSROAD, STATE HIGHWAY 352 ON THE LEFT AND A
 FG1915'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON GRAVELED
 FG1915'ROAD FOR 2.1 MILES TO AN OFFSET CROSSROAD.  TURN LEFT AND GO
 FG1915'NORTHERLY ON BLADED ROAD FOR 4.8 MILES TO A BLADED SIDE ROAD AND A
 FG1915'SIGN ON THE RIGHT TREE FARM.  TURN RIGHT AND GO SOUTHERLY ON
 FG1915'BLADED ROAD FOR 0.2 MILE TO A FORK.  BEAR RIGHT AND CONTINUE
 FG1915'SOUTHERLY FOR ABOUT 40 YARDS TO A DIM TRACK ROAD ON THE LEFT.
 FG1915'TURN LEFT AND FOLLOW DIM TRACK ROAD THROUGH BRUSH FOR 0.1 MILE TO
 FG1915'THE LOOKOUT TOWER.
 FG1915'
 FG1915'A DISTANCE WAS MEASURED FROM TRIANGULATION STATION YOUNGER, THE
 FG1915'DISTANCE BEING 46.07 FEET OR 14.043 METERS EAST OF STATION YOUNGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ2058 ***********************************************************************
 EJ2058  DESIGNATION -  WHITE OAK RM 3
 EJ2058  PID         -  EJ2058
 EJ2058  STATE/COUNTY-  AR/SCOTT
 EJ2058  USGS QUAD   -  BEE MOUNTAIN (1985)
 EJ2058
 EJ2058                         *CURRENT SURVEY CONTROL
 EJ2058  ___________________________________________________________________
 EJ2058* NAD 83(1997)-  34 58 43.95292(N)    093 56 40.02764(W)     ADJUSTED  
 EJ2058* NAVD 88     -       675.4    (meters)    2216.     (feet)  VERTCON   
 EJ2058  ___________________________________________________________________
 EJ2058  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 EJ2058  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EJ2058
 EJ2058  HORZ ORDER  -  FIRST
 EJ2058
 EJ2058.The horizontal coordinates were established by classical geodetic methods
 EJ2058.and adjusted by the National Geodetic Survey in September 1999..
 EJ2058
 EJ2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ2058
 EJ2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ2058
 EJ2058.The geoid height was determined by GEOID03.
 EJ2058
 EJ2058;                    North         East     Units Scale Factor Converg.
 EJ2058;SPC AR N     -    73,370.967   222,461.993   MT  0.99999136   -1 07 53.3
 EJ2058;SPC AR N     -   240,717.91    729,860.72   sFT  0.99999136   -1 07 53.3
 EJ2058;UTM  15      - 3,871,107.812   413,793.689   MT  0.99969159   -0 32 29.3
 EJ2058
 EJ2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ2058!SPC AR N     -   0.99989874  x   0.99999136  =   0.99989010
 EJ2058!UTM  15      -   0.99989874  x   0.99969159  =   0.99959036
 EJ2058
 EJ2058|---------------------------------------------------------------------|
 EJ2058| PID    Reference Object                     Distance      Geod. Az  |
 EJ2058|                                                           dddmmss.s |
 EJ2058| CX7388 WHITE OAK RM 1                        8.805 METERS 00009     |
 EJ2058| EJ2059 WHITE OAK                             4.790 METERS 00448     |
 EJ2058| CX7389 WHITE OAK RM 2                        9.918 METERS 06440     |
 EJ2058| EJ2053 ABBOTT                              APPROX.22.2 KM 1505810.4 |
 EJ2058| CX7387 WHITE OAK AZ MK 2                                  2883849.2 |
 EJ2058|---------------------------------------------------------------------|
 EJ2058
 EJ2058                          SUPERSEDED SURVEY CONTROL
 EJ2058
 EJ2058  NAD 83(1997)-  34 58 43.96053(N)    093 56 40.02563(W) AD(       ) 1
 EJ2058  NAD 83(1986)-  34 58 43.96043(N)    093 56 40.02106(W) AD(       ) 1
 EJ2058  NAD 27      -  34 58 43.61500(N)    093 56 39.28500(W) AD(       ) 1
 EJ2058  NGVD 29 (07/19/86)  675.3    (m)         2216.     (f) VERT ANG       
 EJ2058
 EJ2058.Superseded values are not recommended for survey control.
 EJ2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2058.See file dsdata.txt to determine how the superseded data were derived.
 EJ2058
 EJ2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1379471108(NAD 83)
 EJ2058_MARKER: DS = TRIANGULATION STATION DISK
 EJ2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2058
 EJ2058  HISTORY     - Date     Condition        Report By
 EJ2058  HISTORY     - 1952     MONUMENTED       CGS
 EJ2058  HISTORY     - 1956     GOOD             CGS
 EJ2058  HISTORY     - 1959     GOOD             CGS
 EJ2058
 EJ2058                          STATION DESCRIPTION
 EJ2058
 EJ2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EJ2058'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF WALDRON,
 EJ2058'ON A PROMINENT MOUNTAIN KNOWN AS WHITE OAK.  IT IS 47 FEET
 EJ2058'NORTH OF THE CENTERLINE OF THE ROAD, 11.5 FEET SOUTHWEST OF
 EJ2058'THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 10.5 FEET SOUTHEAST
 EJ2058'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS
 EJ2058'2 INCHES AND THE DISK IS STAMPED WHITE OAK NO 3 1916.
 EJ2058'
 EJ2058'REFERENCE MARK NO. 1 IS 40.5 FEET SOUTH-SOUTHEAST OF THE
 EJ2058'SOUTHEAST CORNER OF THE CABIN, 10.5 FEET NORTHWEST OF THE
 EJ2058'NORTHEAST LEG OF THE LOOKOUT TOWER AND 8 FEET NORTHEAST
 EJ2058'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  THE DISK IS SET
 EJ2058'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE
 EJ2058'OF THE GROUND AND STAMPED WHITE OAK NO 1 1916.
 EJ2058'
 EJ2058'REFERENCE MARK NO. 2 IS 67.5 FEET SOUTHEAST OF THE SOUTHEAST
 EJ2058'CORNER OF THE CABIN AND 1 FOOT NORTH OF A 12 INCH OAK TREE.
 EJ2058'THE DISK IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EJ2058'4 INCHES AND STAMPED WHITE OAK NO 2 1916.
 EJ2058'
 EJ2058'WHITE OAK IS AT THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 EJ2058'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT
 EJ2058'AND THE DISK IS STAMPED WHITE OAK 1916.  A TRAVERSE
 EJ2058'CONNECTION WAS MADE FROM TRIANGULATION STATION WHITE OAK
 EJ2058'TO WHITE OAK NO 3.  THE DISTANCE IS AS SHOWN ABOVE.
 EJ2058'
 EJ2058'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTERLINE OF A TRACK
 EJ2058'ROAD LEADING TO PICNIC AREA AND 7 FEET EAST-NORTHEAST OF
 EJ2058'THE SOUTHEAST CORNER OF A SMALL BUILDING.  THE MARK PROJECTS
 EJ2058'6 INCHES AND THE DISK IS STAMPED WHITE OAK 1952.
 EJ2058'
 EJ2058'TO REACH FROM THE COURT HOUSE IN WALDRON, GO NORTHERLY ON
 EJ2058'US HIGHWAY 71 AND STATE HIGHWAY 28 FOR 2.85 MILES TO THEIR
 EJ2058'JUNCTION, KEEP STRAIGHT AHEAD ON HIGHWAY 71 FOR 2.4 MILES
 EJ2058'TO A SIDE ROAD RIGHT, TURN RIGHT ON GRAVELED ROAD FOR
 EJ2058'(SIGN LOOKOUT TOWER 13 MILE) 5.55 MILES TO FORKS.  HERE
 EJ2058'KEEP RIGHT FORK FOR 4.4 MILES TO A REVERSE FORK.  HERE TURN
 EJ2058'SHARP LEFT (SIGN LOOKOUT TOWER 2 MILE) FOR 2.6 MILES TO THE
 EJ2058'TOP OF HILL AND THE STATION.
 EJ2058'
 EJ2058'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY 0.1 MILE
 EJ2058'TO A SMALL BUILDING IN THE PICNIC AREA AND THE MARK AS DESCRIBED.
 EJ2058'
 EJ2058'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EJ2058
 EJ2058                          STATION RECOVERY (1956)
 EJ2058
 EJ2058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EJ2058'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 EJ2058'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS CHECKED
 EJ2058'WITH THE 1952 DATA.
 EJ2058'
 EJ2058'DUE TO CHANGES IN SIGNS ENROUTE TO STATION AND SLIGHT
 EJ2058'DIFFERENCES IN MILEAGES, THE COMPLETE ROUTE TO STATION FOLLOWS--
 EJ2058'
 EJ2058'TO REACH FROM THE COURT HOUSE IN WALDRON, GO NORTH ON U.S.
 EJ2058'HIGHWAY 71 FOR 5.5 MILES TO A SIDE ROAD RIGHT AT SIGNS 20
 EJ2058'REC AREAS 11 COLD SPR STA.  TURN RIGHT FOR 5.7 MILES TO A FORK
 EJ2058'AND SIGN 6 COLD SPRINGS STATION.  TURN RIGHT AS PER SIGN AND GO
 EJ2058'4.6 MILES TO A REVERSE Y-FORK AND SIGN WHITE OAK TOWER 2.
 EJ2058'TURN SHARP LEFT AND GO 2.6 MILES TO THE STATION AND LOOKOUT
 EJ2058'TOWER ON THE RIGHT.  CONTINUE WESTERLY TOWARDS THE PICNIC AREA
 EJ2058'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE OF THE
 EJ2058'ROAD NEAR THE REMAINS OF A SMALL BUILDING FOUNDATION.
 EJ2058
 EJ2058                          STATION RECOVERY (1959)
 EJ2058
 EJ2058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EJ2058'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EJ2058'CONDITION.
 EJ2058'
 EJ2058'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM WALDRON
 EJ2058'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0263 ***********************************************************************
 GE0263  DESIGNATION -  WHITE RM 1
 GE0263  PID         -  GE0263
 GE0263  STATE/COUNTY-  AR/CLAY
 GE0263  USGS QUAD   -  CORNING (1964)
 GE0263
 GE0263                         *CURRENT SURVEY CONTROL
 GE0263  ___________________________________________________________________
 GE0263* NAD 83(1986)-  36 23 58.     (N)    090 30 51.     (W)     SCALED    
 GE0263* NAVD 88     -        87.861  (meters)     288.26   (feet)  ADJUSTED  
 GE0263  ___________________________________________________________________
 GE0263  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GE0263  DYNAMIC HT  -          87.790 (meters)     288.02  (feet)  COMP
 GE0263  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GE0263
 GE0263  VERT ORDER  -  FIRST     CLASS II
 GE0263
 GE0263.The horizontal coordinates were scaled from a topographic map and have
 GE0263.an estimated accuracy of +/- 6 seconds.
 GE0263
 GE0263.The orthometric height was determined by differential leveling
 GE0263.and adjusted by the National Geodetic Survey in June 1991..
 GE0263
 GE0263.The geoid height was determined by GEOID03.
 GE0263
 GE0263.The dynamic height is computed by dividing the NAVD 88
 GE0263.geopotential number by the normal gravity value computed on the
 GE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0263.degrees latitude (g = 980.6199 gals.).
 GE0263
 GE0263.The modeled gravity was interpolated from observed gravity values.
 GE0263
 GE0263;                    North         East    Units  Estimated Accuracy
 GE0263;SPC AR N     -   230,240.      533,290.      MT  (+/- 180 meters Scaled)
 GE0263
 GE0263                          SUPERSEDED SURVEY CONTROL
 GE0263
 GE0263  NGVD 29 (??/??/92)   87.850  (m)          288.22   (f) ADJ UNCH    1 2
 GE0263
 GE0263.Superseded values are not recommended for survey control.
 GE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0263.See file dsdata.txt to determine how the superseded data were derived.
 GE0263
 GE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA229311(NAD 83)
 GE0263_MARKER: DR = REFERENCE MARK DISK
 GE0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0263_STAMPING: WHITE NO 1 1955
 GE0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0263+STABILITY: SURFACE MOTION
 GE0263
 GE0263  HISTORY     - Date     Condition        Report By
 GE0263  HISTORY     - 1955     MONUMENTED       CGS
 GE0263  HISTORY     - 1956     GOOD             NGS
 GE0263  HISTORY     - 1975     GOOD             USGS
 GE0263  HISTORY     - 19750220 MARK NOT FOUND   USGS
 GE0263
 GE0263                          STATION DESCRIPTION
 GE0263
 GE0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0263'3.7 MI E FROM CORNING.
 GE0263'3.7 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CROSSING OF THE
 GE0263'MISSOURI PACIFIC RAILROAD AT CORNING, IN THE NORTHEAST PART OF
 GE0263'TRIANGLE FORMED BY JUNCTION OF STATE HIGHWAY 135 LEADING SOUTH,
 GE0263'121.65 FEET SOUTHEAST OF RM NO. 2, 83.67 FEET SOUTHWEST OF THE
 GE0263'STATION MARK, 81 FEET WEST-SOUTHWEST OF SOUTHWEST END OF
 GE0263'NORTHWEST HEAD WALL OF A 30-INCH PIPE CULVERT UNDER THE ROAD ON
 GE0263'SOUTHEAST SIDE OF ROAD TRIANGLE, 56 1/2 FEET NORTHWEST OF CENTER
 GE0263'LINE OF ROAD ON SOUTHEAST SIDE OF TRIANGLE, ABOUT LEVEL WITH
 GE0263'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GE0263
 GE0263                          STATION RECOVERY (1975)
 GE0263
 GE0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GE0263'RECOVERED IN GOOD CONDITION.
 GE0263
 GE0263                          STATION RECOVERY (1975)
 GE0263
 GE0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 GE0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1099 ***********************************************************************
 EH1099  DESIGNATION -  WHITE RM 1
 EH1099  PID         -  EH1099
 EH1099  STATE/COUNTY-  AR/PRAIRIE
 EH1099  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1099
 EH1099                         *CURRENT SURVEY CONTROL
 EH1099  ___________________________________________________________________
 EH1099* NAD 83(1986)-  34 47 37.     (N)    091 27 08.     (W)     SCALED    
 EH1099* NAVD 88     -        59.472  (meters)     195.12   (feet)  ADJUSTED  
 EH1099  ___________________________________________________________________
 EH1099  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1099  DYNAMIC HT  -          59.417 (meters)     194.94  (feet)  COMP
 EH1099  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 EH1099
 EH1099  VERT ORDER  -  FIRST     CLASS II
 EH1099
 EH1099.The horizontal coordinates were scaled from a topographic map and have
 EH1099.an estimated accuracy of +/- 6 seconds.
 EH1099
 EH1099.The orthometric height was determined by differential leveling
 EH1099.and adjusted by the National Geodetic Survey in June 1991..
 EH1099
 EH1099.The geoid height was determined by GEOID03.
 EH1099
 EH1099.The dynamic height is computed by dividing the NAVD 88
 EH1099.geopotential number by the normal gravity value computed on the
 EH1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1099.degrees latitude (g = 980.6199 gals.).
 EH1099
 EH1099.The modeled gravity was interpolated from observed gravity values.
 EH1099
 EH1099;                    North         East    Units  Estimated Accuracy
 EH1099;SPC AR S     -   636,050.      450,130.      MT  (+/- 180 meters Scaled)
 EH1099
 EH1099                          SUPERSEDED SURVEY CONTROL
 EH1099
 EH1099  NGVD 29 (??/??/??)   59.472  (m)          195.12   (f) ADJUSTED    1 2
 EH1099
 EH1099.Superseded values are not recommended for survey control.
 EH1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1099.See file dsdata.txt to determine how the superseded data were derived.
 EH1099
 EH1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU415512(NAD 83)
 EH1099_MARKER: DR = REFERENCE MARK DISK
 EH1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1099_STAMPING: WHITE R M 1 1916 1920
 EH1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1099+STABILITY: SURFACE MOTION
 EH1099
 EH1099  HISTORY     - Date     Condition        Report By
 EH1099  HISTORY     - 1935     MONUMENTED       CGS
 EH1099  HISTORY     - 1954     GOOD             CGS
 EH1099  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1099
 EH1099                          STATION DESCRIPTION
 EH1099
 EH1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1099'0.6 MI E FROM DE VALLS BLUFF.
 EH1099'0.6 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1099'THE STATION AT DE VALLS BLUFF, 105.8 FEET SOUTH OF TRIANGULATION
 EH1099'STATION WHITE, 29 FEET SOUTH OF THE SOUTH RAIL, 29 FEET SOUTHWEST OF A
 EH1099'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0
 EH1099'FOOT ABOVE THE GROUND.
 EH1099
 EH1099                          STATION RECOVERY (1967)
 EH1099
 EH1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0264 ***********************************************************************
 GE0264  DESIGNATION -  WHITE RM 2
 GE0264  PID         -  GE0264
 GE0264  STATE/COUNTY-  AR/CLAY
 GE0264  USGS QUAD   -  CORNING (1964)
 GE0264
 GE0264                         *CURRENT SURVEY CONTROL
 GE0264  ___________________________________________________________________
 GE0264* NAD 83(1986)-  36 23 58.     (N)    090 30 51.     (W)     SCALED    
 GE0264* NAVD 88     -        87.980  (meters)     288.65   (feet)  ADJUSTED  
 GE0264  ___________________________________________________________________
 GE0264  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GE0264  DYNAMIC HT  -          87.909 (meters)     288.41  (feet)  COMP
 GE0264  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GE0264
 GE0264  VERT ORDER  -  FIRST     CLASS II
 GE0264
 GE0264.The horizontal coordinates were scaled from a topographic map and have
 GE0264.an estimated accuracy of +/- 6 seconds.
 GE0264
 GE0264.The orthometric height was determined by differential leveling
 GE0264.and adjusted by the National Geodetic Survey in June 1991..
 GE0264
 GE0264.The geoid height was determined by GEOID03.
 GE0264
 GE0264.The dynamic height is computed by dividing the NAVD 88
 GE0264.geopotential number by the normal gravity value computed on the
 GE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0264.degrees latitude (g = 980.6199 gals.).
 GE0264
 GE0264.The modeled gravity was interpolated from observed gravity values.
 GE0264
 GE0264;                    North         East    Units  Estimated Accuracy
 GE0264;SPC AR N     -   230,240.      533,290.      MT  (+/- 180 meters Scaled)
 GE0264
 GE0264                          SUPERSEDED SURVEY CONTROL
 GE0264
 GE0264  NGVD 29 (??/??/92)   87.970  (m)          288.61   (f) ADJ UNCH    1 2
 GE0264
 GE0264.Superseded values are not recommended for survey control.
 GE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0264.See file dsdata.txt to determine how the superseded data were derived.
 GE0264
 GE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA229311(NAD 83)
 GE0264_MARKER: DR = REFERENCE MARK DISK
 GE0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0264_STAMPING: WHITE NO 2 1955
 GE0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0264+STABILITY: SURFACE MOTION
 GE0264
 GE0264  HISTORY     - Date     Condition        Report By
 GE0264  HISTORY     - 1955     MONUMENTED       CGS
 GE0264  HISTORY     - 1956     GOOD             NGS
 GE0264  HISTORY     - 1975     GOOD             USGS
 GE0264  HISTORY     - 19750220 GOOD             USGS
 GE0264
 GE0264                          STATION DESCRIPTION
 GE0264
 GE0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0264'3.7 MI E FROM CORNING.
 GE0264'3.7 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CROSSING OF THE
 GE0264'MISSOURI PACIFIC RAILROAD AT CORNING, ON THE NORTH SIDE OF
 GE0264'TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAY 135 LEADING
 GE0264'SOUTH, 61 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY 62, 116.12
 GE0264'FEET WEST-NORTHWEST OF STATION MARK, 121.65 FEET NORTHWEST OF
 GE0264'RM NO. 1, ABOUT 12 FEET EAST OF THE EXTENDED CENTER LINE OF
 GE0264'STATE HIGHWAY 135 LEADING SOUTH, 1 1/2 FEET SOUTHEAST OF A POWER
 GE0264'LINE GUY POLE, ABOUT LEVEL WITH HIGHWAY 62 AND SET IN THE TOP
 GE0264'OF A CONCRETE POST PROJECTING 1 INCH.
 GE0264
 GE0264                          STATION RECOVERY (1975)
 GE0264
 GE0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GE0264'RECOVERED IN GOOD CONDITION.
 GE0264
 GE0264                          STATION RECOVERY (1975)
 GE0264
 GE0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 GE0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1100 ***********************************************************************
 EH1100  DESIGNATION -  WHITE RM 2
 EH1100  PID         -  EH1100
 EH1100  STATE/COUNTY-  AR/PRAIRIE
 EH1100  USGS QUAD   -  DE VALLS BLUFF (1968)
 EH1100
 EH1100                         *CURRENT SURVEY CONTROL
 EH1100  ___________________________________________________________________
 EH1100* NAD 83(1986)-  34 47 36.     (N)    091 27 07.     (W)     SCALED    
 EH1100* NAVD 88     -        59.283  (meters)     194.50   (feet)  ADJUSTED  
 EH1100  ___________________________________________________________________
 EH1100  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1100  DYNAMIC HT  -          59.227 (meters)     194.31  (feet)  COMP
 EH1100  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 EH1100
 EH1100  VERT ORDER  -  FIRST     CLASS II
 EH1100
 EH1100.The horizontal coordinates were scaled from a topographic map and have
 EH1100.an estimated accuracy of +/- 6 seconds.
 EH1100
 EH1100.The orthometric height was determined by differential leveling
 EH1100.and adjusted by the National Geodetic Survey in June 1991..
 EH1100
 EH1100.The geoid height was determined by GEOID03.
 EH1100
 EH1100.The dynamic height is computed by dividing the NAVD 88
 EH1100.geopotential number by the normal gravity value computed on the
 EH1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1100.degrees latitude (g = 980.6199 gals.).
 EH1100
 EH1100.The modeled gravity was interpolated from observed gravity values.
 EH1100
 EH1100;                    North         East    Units  Estimated Accuracy
 EH1100;SPC AR S     -   636,020.      450,160.      MT  (+/- 180 meters Scaled)
 EH1100
 EH1100                          SUPERSEDED SURVEY CONTROL
 EH1100
 EH1100  NGVD 29 (??/??/??)   59.283  (m)          194.50   (f) ADJUSTED    1 2
 EH1100
 EH1100.Superseded values are not recommended for survey control.
 EH1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1100.See file dsdata.txt to determine how the superseded data were derived.
 EH1100
 EH1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU416512(NAD 83)
 EH1100_MARKER: DR = REFERENCE MARK DISK
 EH1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1100_STAMPING: WHITE R M 2 B M 1916 1920
 EH1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1100+STABILITY: SURFACE MOTION
 EH1100
 EH1100  HISTORY     - Date     Condition        Report By
 EH1100  HISTORY     - 1916     MONUMENTED       CGS
 EH1100  HISTORY     - 1954     GOOD             CGS
 EH1100  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1100
 EH1100                          STATION DESCRIPTION
 EH1100
 EH1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1100'0.6 MI E FROM DE VALLS BLUFF.
 EH1100'0.6 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1100'THE STATION AT DE VALLS BLUFF, 47.4 FEET SOUTHWEST OF A TRIANGULATION
 EH1100'STATION WHITE, 52 FEET NORTH OF THE NORTH RAIL, 17.4 FEET WEST OF A
 EH1100'TELEPHONE POLE, 11 FEET SOUTH OF A FORKED TREE, 1 FOOT SOUTH OF A
 EH1100'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EH1100'GROUND.
 EH1100
 EH1100                          STATION RECOVERY (1967)
 EH1100
 EH1100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2076 ***********************************************************************
 DK2076  DESIGNATION -  WHITE RM 2
 DK2076  PID         -  DK2076
 DK2076  STATE/COUNTY-  AR/ASHLEY
 DK2076  USGS QUAD   -  CROSSETT SOUTH (1973)
 DK2076
 DK2076                         *CURRENT SURVEY CONTROL
 DK2076  ___________________________________________________________________
 DK2076* NAD 83(1997)-  33 00 28.11443(N)    091 59 47.97221(W)     ADJUSTED  
 DK2076* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 DK2076  ___________________________________________________________________
 DK2076  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DK2076  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DK2076
 DK2076  HORZ ORDER  -  SECOND
 DK2076
 DK2076.The horizontal coordinates were established by classical geodetic methods
 DK2076.and adjusted by the National Geodetic Survey in September 1999..
 DK2076
 DK2076.The orthometric height was scaled from a topographic map.
 DK2076
 DK2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2076
 DK2076.The geoid height was determined by GEOID03.
 DK2076
 DK2076;                    North         East     Units Scale Factor Converg.
 DK2076;SPC AR S     -   437,838.440   400,312.229   MT  1.00007761   +0 00 06.7
 DK2076;SPC AR S     - 1,436,474.95  1,313,357.70   sFT  1.00007761   +0 00 06.7
 DK2076;SPC LA N     -   278,181.138 1,047,039.023   MT  1.00009560   +0 15 58.0
 DK2076;SPC LA N     -   912,665.95  3,435,160.53   sFT  1.00009560   +0 15 58.0
 DK2076;UTM  15      - 3,652,599.770   593,721.645   MT  0.99970830   +0 32 47.8
 DK2076
 DK2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2076!SPC AR S     -   0.99999829  x   1.00007761  =   1.00007590
 DK2076!SPC LA N     -   0.99999829  x   1.00009560  =   1.00009389
 DK2076!UTM  15      -   0.99999829  x   0.99970830  =   0.99970659
 DK2076
 DK2076                          SUPERSEDED SURVEY CONTROL
 DK2076
 DK2076  NAD 83(1997)-  33 00 28.12119(N)    091 59 47.96915(W) AD(       ) 2
 DK2076  NAD 83(1986)-  33 00 28.12706(N)    091 59 47.96506(W) AD(       ) 2
 DK2076  NAD 27      -  33 00 27.67400(N)    091 59 47.49300(W) AD(       ) 2
 DK2076
 DK2076.Superseded values are not recommended for survey control.
 DK2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2076.See file dsdata.txt to determine how the superseded data were derived.
 DK2076
 DK2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9372252600(NAD 83)
 DK2076_MARKER: DR = REFERENCE MARK DISK
 DK2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2076+STABILITY: SURFACE MOTION
 DK2076
 DK2076  HISTORY     - Date     Condition        Report By
 DK2076  HISTORY     - 1939     MONUMENTED       CGS
 DK2076
 DK2076                          STATION DESCRIPTION
 DK2076
 DK2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 DK2076'STATION IS ABOUT 1,800 FEET SE OF THE WHITE RAILROAD STATION,
 DK2076'900 FEET S OF TRIANGULATION STATION WHITE, IN A E AND W
 DK2076'FENCE LINE WHICH IS CALLED THE STATE LINE, 78 FEET W OF
 DK2076'FENCE CORNER, 177.3 METERS E OF U.S.E.D. MARK.  MARK IS A
 DK2076'STANDARD USC AND GS REFERENCE MARK DISK STAMPED WHITE R.M. NO. 2,
 DK2076'IS SET IN 12- BY 12-INCH CONCRETE POST WHICH PROJECTS ABOUT 6
 DK2076'INCHES.
 DK2076'
 DK2076'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 DK2076'
 DK2076'AT TRIANGULATION STATION WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1928 ***********************************************************************
 FG1928  DESIGNATION -  WHITE ROCK TOWER RM 1
 FG1928  PID         -  FG1928
 FG1928  STATE/COUNTY-  AR/FRANKLIN
 FG1928  USGS QUAD   -  BIDVILLE (1973)
 FG1928
 FG1928                         *CURRENT SURVEY CONTROL
 FG1928  ___________________________________________________________________
 FG1928* NAD 83(1997)-  35 41 22.47824(N)    093 57 24.84121(W)     ADJUSTED  
 FG1928* NAVD 88     -       701.3    (meters)    2301.     (feet)  VERTCON   
 FG1928  ___________________________________________________________________
 FG1928  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FG1928  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FG1928
 FG1928  HORZ ORDER  -  FIRST
 FG1928
 FG1928.The horizontal coordinates were established by classical geodetic methods
 FG1928.and adjusted by the National Geodetic Survey in September 1999..
 FG1928
 FG1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1928
 FG1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1928
 FG1928.The geoid height was determined by GEOID03.
 FG1928
 FG1928;                    North         East     Units Scale Factor Converg.
 FG1928;SPC AR N     -   152,224.102   222,892.476   MT  0.99993762   -1 08 19.4
 FG1928;SPC AR N     -   499,421.91    731,273.07   sFT  0.99993762   -1 08 19.4
 FG1928;UTM  15      - 3,949,940.745   413,418.831   MT  0.99969237   -0 33 29.8
 FG1928
 FG1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1928!SPC AR N     -   0.99989439  x   0.99993762  =   0.99983202
 FG1928!UTM  15      -   0.99989439  x   0.99969237  =   0.99958680
 FG1928
 FG1928                          SUPERSEDED SURVEY CONTROL
 FG1928
 FG1928  NAD 83(1997)-  35 41 22.48896(N)    093 57 24.84037(W) AD(       ) 1
 FG1928  NAD 83(1986)-  35 41 22.48818(N)    093 57 24.83761(W) AD(       ) 1
 FG1928  NAD 27      -  35 41 22.19816(N)    093 57 24.12590(W) AD(       ) 1
 FG1928  NGVD 29 (07/19/86)  701.2    (m)         2301.     (f) VERT ANG       
 FG1928
 FG1928.Superseded values are not recommended for survey control.
 FG1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1928.See file dsdata.txt to determine how the superseded data were derived.
 FG1928
 FG1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1341949941(NAD 83)
 FG1928_MARKER: DR = REFERENCE MARK DISK
 FG1928_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FG1928_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FG1928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1928
 FG1928  HISTORY     - Date     Condition        Report By
 FG1928  HISTORY     - 1971     MONUMENTED       NGS
 FG1928  HISTORY     - 1985     GOOD             USDA
 FG1928  HISTORY     - 20050803 GOOD             GEOCAC
 FG1928
 FG1928                          STATION DESCRIPTION
 FG1928
 FG1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1928'THE STATION IS ABOUT 11-1/2 MILES EAST AND 3-1/2 MILES NORTH OF
 FG1928'MOUNTAINBURG, 8 MILES WEST OF CASS AND 3-1/2 MILES NORTH OF SHORES
 FG1928'LAKE, IN THE SOUTHWEST 1/4 OF SECTION 22. T. 12 N., R. 28 W., NEAR
 FG1928'THE SUMMIT OF WHITE ROCK MOUNTAIN ON PROPERTY OF THE U. S. FOREST
 FG1928'SERVICE.
 FG1928'
 FG1928'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FG1928'STATE HIGHWAY 215 ABOUT 2 MILES NORTH OF MULBERRY, GO NORTHERLY ON
 FG1928'STATE HIGHWAY 215 FOR 9.25 MILES TO THE SMALL VILLAGE OF FERN.
 FG1928'TURN RIGHT, EAST ON HIGHWAY 215 FOR 2.85 MILES TO THE JUNCTION WITH
 FG1928'FOREST SERVICE ROAD 1505, WHERE STATE HIGHWAY 215 TURNS RIGHT.
 FG1928'CONTINUE EASTERLY ON ROAD 1505 FOR 5.2 MILES TO A T-ROAD AND THE
 FG1928'JUNCTION WITH FOREST SERVICE ROAD 1003.  TURN LEFT AND GO WEST AND
 FG1928'NORTH ON ROADS 1505 AND 1003 FOR 2.15 MILES TO A T-ROAD
 FG1928'INTERSECTION.  TURN RIGHT AND GO EAST ON ROAD 1505 FOR 0.35 MILE
 FG1928'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON ROAD 1505 FOR
 FG1928'0.2 MILE TO A REVERSE FORK ON THE LEFT AND THE JUNCTION WITH ROAD
 FG1928'1535.  CONTINUE EAST ON ROAD 1535, PASSING THE ENTRANCE TO THE
 FG1928'WHITE ROCK MOUNTAIN PARK FOR 0.65 MILE TO THE TOP OF MOUNTAIN, A
 FG1928'HOUSE AND THE STATION ON THE RIGHT.
 FG1928'
 FG1928'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED WHITE ROCK
 FG1928'TOWER NO 1 1935 1971, SET IN THE TOP OF AN IRREGULAR MASS OF
 FG1928'CONCRETE, 14 INCHES IN DIAMETER, THAT IS FLUSH WITH THE GROUND
 FG1928'SURFACE.  IT IS 175.0 FEET WEST OF THE CENTERLINE OF A GRAVELED
 FG1928'ROAD, 114.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 FG1928'HOUSE AND 36.8 FEET SOUTH OF THE SOUTHWEST CORNER OF A FENCE.
 FG1928'
 FG1928'WHITE ROCK TOWER 1935 IS A STANDARD DISK, STAMPED WHITE ROCK TOWER
 FG1928'1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 FG1928'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 36.8 FEET WEST-SOUTHWEST
 FG1928'OF THE NORTHWEST CORNER OF THE FRAME HOUSE, 13.0 FEET NORTHWEST
 FG1928'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 12.4 FEET SOUTH
 FG1928'OF THE SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING.
 FG1928'
 FG1928'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WHITE ROCK TOWER NO 2
 FG1928'1935 1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 FG1928'MONUMENT, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 119.0 FEET
 FG1928'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 66.1 FEET SOUTHEAST OF
 FG1928'THE SOUTHWEST CORNER OF THE FENCE, 32.6 FEET SOUTHWEST OF THE
 FG1928'SOUTHEAST CORNER OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 FG1928'STATION.
 FG1928'
 FG1928'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED WHITE ROCK
 FG1928'TOWER 1935 AZIMUTH, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FG1928'MONUMENT, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 31.0 FEET
 FG1928'NORTH OF THE CENTERLINE OF FOREST SERVICE ROAD 1505 AND 1.8 FEET
 FG1928'SOUTH OF A LOCUST TREE WITH A WITNESS SIGN ATTACHED.  THE MARK IS
 FG1928'ABOUT 15 FEET HIGHER THAN THE ROAD.
 FG1928'
 FG1928'NOTE--THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 FG1928'WHITE ROCK TOWER 1935 RM 1, SET IN AN IRREGULAR MASS OF CONCRETE 42
 FG1928'INCHES BELOW THE GROUND SURFACE.
 FG1928'
 FG1928'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 FG1928'
 FG1928'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 FG1928
 FG1928                          STATION RECOVERY (1985)
 FG1928
 FG1928'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HH)
 FG1928'RECOVERED IN GOOD CONDITION.
 FG1928
 FG1928                          STATION RECOVERY (2005)
 FG1928
 FG1928'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1928'MARK IS INTACT AND IN GOOD SHAPE. IT NO LONGER RESIDES DIRECTLY
 FG1928'UNDERNEATH THE TOWER AS THE TOWER WAS MOVED ABOUT 6 FEET TO THE WEST
 FG1928'SOME TIME BACK.  THE MARK IS DIRECTLY BEHIND (IN BACKYARD) OF A
 FG1928'TRAILER HOME LOCATED JUST EAST OF THE CARETAKERS RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1649 ***********************************************************************
 EJ1649  DESIGNATION -  WHITEHALL
 EJ1649  PID         -  EJ1649
 EJ1649  STATE/COUNTY-  AR/JEFFERSON
 EJ1649  USGS QUAD   -  WHITE HALL (1984)
 EJ1649
 EJ1649                         *CURRENT SURVEY CONTROL
 EJ1649  ___________________________________________________________________
 EJ1649* NAD 83(1997)-  34 16 32.54489(N)    092 05 39.20071(W)     ADJUSTED  
 EJ1649* NAVD 88     -        94.641  (meters)     310.50   (feet)  ADJUSTED  
 EJ1649  ___________________________________________________________________
 EJ1649  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EJ1649  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ1649  DYNAMIC HT  -          94.550 (meters)     310.20  (feet)  COMP
 EJ1649  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 EJ1649
 EJ1649  HORZ ORDER  -  FIRST
 EJ1649  VERT ORDER  -  FIRST     CLASS II
 EJ1649
 EJ1649.The horizontal coordinates were established by classical geodetic methods
 EJ1649.and adjusted by the National Geodetic Survey in September 1999..
 EJ1649
 EJ1649.The orthometric height was determined by differential leveling
 EJ1649.and adjusted by the National Geodetic Survey in June 1991..
 EJ1649
 EJ1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1649
 EJ1649.The geoid height was determined by GEOID03.
 EJ1649
 EJ1649.The dynamic height is computed by dividing the NAVD 88
 EJ1649.geopotential number by the normal gravity value computed on the
 EJ1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1649.degrees latitude (g = 980.6199 gals.).
 EJ1649
 EJ1649.The modeled gravity was interpolated from observed gravity values.
 EJ1649
 EJ1649;                    North         East     Units Scale Factor Converg.
 EJ1649;SPC AR S     -   578,467.125   391,324.138   MT  0.99992730   -0 03 09.8
 EJ1649;SPC AR S     - 1,897,854.23  1,283,869.28   sFT  0.99992730   -0 03 09.8
 EJ1649;UTM  15      - 3,793,097.676   583,376.665   MT  0.99968569   +0 30 36.5
 EJ1649
 EJ1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1649!SPC AR S     -   0.99998923  x   0.99992730  =   0.99991653
 EJ1649!UTM  15      -   0.99998923  x   0.99968569  =   0.99967492
 EJ1649
 EJ1649|---------------------------------------------------------------------|
 EJ1649| PID    Reference Object                     Distance      Geod. Az  |
 EJ1649|                                                           dddmmss.s |
 EJ1649| EJ1776 WHITEHALL MUNICIPAL TANK            121.799 METERS 06016     |
 EJ1649| EJ1648 WHITEHALL RM 3                       23.876 METERS 08146     |
 EJ1649| CY7163 WHITEHALL RM 1                       44.574 METERS 08924     |
 EJ1649| EJ1650 WHITEHALL RM 2                       40.139 METERS 18248     |
 EJ1649| CY7162 WHITEHALL AZ MK                                    1963226.8 |
 EJ1649| EJ1766 JEFFERSON                           APPROX.13.2 KM 3500440.9 |
 EJ1649|---------------------------------------------------------------------|
 EJ1649
 EJ1649                          SUPERSEDED SURVEY CONTROL
 EJ1649
 EJ1649  NAD 83(1986)-  34 16 32.55386(N)    092 05 39.19339(W) AD(       ) 1
 EJ1649  NAD 27      -  34 16 32.20256(N)    092 05 38.67619(W) AD(       ) 1
 EJ1649
 EJ1649.Superseded values are not recommended for survey control.
 EJ1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1649.See file dsdata.txt to determine how the superseded data were derived.
 EJ1649
 EJ1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8337793098(NAD 83)
 EJ1649_MARKER: DS = TRIANGULATION STATION DISK
 EJ1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1649_SP_SET: CONCRETE POST
 EJ1649_STAMPING: WHITEHALL 1940
 EJ1649_MARK LOGO: CGS   
 EJ1649_PROJECTION: FLUSH
 EJ1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1649+STABILITY: SURFACE MOTION
 EJ1649
 EJ1649  HISTORY     - Date     Condition        Report By
 EJ1649  HISTORY     - 1940     MONUMENTED       CGS
 EJ1649  HISTORY     - 1964     GOOD             CGS
 EJ1649  HISTORY     - 1984     GOOD             NGS
 EJ1649  HISTORY     - 1988     GOOD             USPSQD
 EJ1649  HISTORY     - 1989     GOOD             USPSQD
 EJ1649  HISTORY     - 1990     GOOD             USPSQD
 EJ1649
 EJ1649                          STATION DESCRIPTION
 EJ1649
 EJ1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1649'ABOUT 6-1/2 MILES NW OF PINE BLUFF AND 9 MILES SSE OF JEFFERSON
 EJ1649'AT THE WHITEHALL METHODIST EPISCOPAL CHURCH.
 EJ1649'
 EJ1649'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EJ1649'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1649'
 EJ1649'REFERENCE MARK NO.1 IS 66 FEET NE OF NE CORNER OF CHURCH,
 EJ1649'STAMPED WHITEHALL NO.1 1940.
 EJ1649'
 EJ1649'REFERENCE MARK NO.2 IS 86 FEET WSW OF SW CORNER OF CHURCH,
 EJ1649'3 FEET E OF N-S FENCE LINE OF CEMETERY, STAMPED WHITEHALL
 EJ1649'NO.2 1940.  STATION AND REFERENCE MARKS ARE THE SAME ELEVATION.
 EJ1649'
 EJ1649'TO REACH THE AZIMUTH MARK CONTINUE ON TRACK ROAD W 0.1 MILE
 EJ1649'TO TURN, TURN LEFT (S) AND CONTINUE 1/4 MILE TO MARK ON
 EJ1649'LEFT IN FENCE LINE, 8 FEET W OF CENTER LINE OF DIRT ROAD,
 EJ1649'0.1 MILE N OF E-W ROAD, STAMPED WHITEHALL 1940, AND IS 4.3
 EJ1649'FEET N OF WHITE WITNESS POST.
 EJ1649'
 EJ1649'REACHED FROM THE T-ROAD JUNCTION OF U.S. HIGHWAYS 65 AND
 EJ1649'79 IN THE W EDGE OF PINE BLUFF BY FOLLOWING U.S. HIGHWAY
 EJ1649'65 4.7 MILES TO WHITEHALL SCHOOL ON LEFT, CONTINUE 0.2 MILE
 EJ1649'TO TRACK ROAD LEADING LEFT AT SIGN WHITEHALL CHURCH 1/4
 EJ1649'MILE, TURN LEFT AND FOLLOW TRACK ROAD 0.25 MILE TO CHURCH
 EJ1649'AND STATION IN REAR.  MARK IS 93 FEET NW OF NW CORNER OF
 EJ1649'CHURCH, 23.4 FEET E OF WHITE WITNESS POST WHICH IS IN N-S
 EJ1649'FENCE LINE OF CEMETERY, STAMPED WHITEHALL 1940.
 EJ1649'
 EJ1649'A 103-FOOT TOWER WAS USED.
 EJ1649
 EJ1649                          STATION RECOVERY (1964)
 EJ1649
 EJ1649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1649'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EJ1649'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  THE
 EJ1649'DIRECTION BETWEEN REFERENCE MARKS 1 AND 2 WAS FOUND TO BE
 EJ1649'1 MINUTE AND 28 SECONDS SMALLER THAN THE PREVIOUS DIRECTION.
 EJ1649'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE .02 OF
 EJ1649'A FOOT SHORTER THAN THE ORIGINAL MEASUREMENT AND REFERENCE
 EJ1649'MARK 2 WAS FOUND TO BE .04 OF A FOOT SHORTER.  REFERENCE MARK
 EJ1649'3 WAS ESTABLISHED AT THIS TIME AND A TOWER WAS BUILT OVER
 EJ1649'THIS POINT AND OBSERVATIONS MADE FROM SAME.  A TOWER COULD
 EJ1649'NOT BE BUILT OVER THE STATION MARK AS IT IS TO NEAR A GRAVE.
 EJ1649'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 EJ1649'
 EJ1649'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF PINE BLUFF,
 EJ1649'IN THE NORTHEAST CORNER OF THE WHITEHALL METHODIST CHURCH
 EJ1649'CEMETERY IN THE VILLAGE OF WHITEHALL AND ON CHURCH PROPERTY.
 EJ1649'IT IS 15 FEET SOUTH OF A WIRE FENCE, 33 FEET WEST OF A WIRE FENCE,
 EJ1649'36 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE CEMETERY
 EJ1649'FENCE, 70 FEET NORTH-NORTHWEST OF A 24 INCH OAK TREE AND 101
 EJ1649'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH.
 EJ1649'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WHITEHALL
 EJ1649'1940.
 EJ1649'
 EJ1649'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 270 AT
 EJ1649'THE NORTHWEST EDGE OF PINE BLUFF, GO NORTHWEST ON HIGHWAY 65
 EJ1649'FOR 2.0 MILES TO THE WHITEHALL SCHOOL ON THE LEFT.  CONTINUE
 EJ1649'NORTH ON THE HIGHWAY FOR 0.2 MILE TO A GRAVELED SIDE ROAD
 EJ1649'LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.15
 EJ1649'MILE TO THE WHITEHALL METHODIST CHURCH AND THE STATION IN THE
 EJ1649'NORTHWEST CORNER OF THE CEMETERY ON THE WEST SIDE OF THE
 EJ1649'CHURCH.
 EJ1649'
 EJ1649'REFERENCE MARK 1 IS 13 FEET SOUTH OF A 24 INCH OAK TREE, 23
 EJ1649'FEET WEST OF A 15 INCH PINE TREE AND 31 FEET NORTHWEST OF THE
 EJ1649'NORTHEAST CORNER OF THE CHURCH.  THE MONUMENT PROJECTS 6 INCHES
 EJ1649'AND THE DISK IS STAMPED WHITEHALL NO 1 1940.
 EJ1649'
 EJ1649'REFERENCE MARK 2 IS 37 FEET WEST OF THE WIRE FENCE 39 FEET
 EJ1649'EAST OF A 15 INCH HICKORY TREE AND 69 FEET SOUTHWEST OF A
 EJ1649'24 INCH OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 EJ1649'DISK IS STAMPED WHITEHALL NO 2 1940.
 EJ1649'
 EJ1649'REFERENCE MARK 3 IS 10 FEET SOUTH OF A WITNESS POST AND
 EJ1649'A WIRE FENCE, 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EJ1649'THE CHURCH, 44 FEET EAST OF THE NORTHEAST CORNER OF THE CEMETERY
 EJ1649'FENCE AND 71 FEET WEST OF A 24 INCH OAK TREE.  THE MONUMENT
 EJ1649'PROJECTS 1 INCH AND THE DISK IS STAMPED WHITEHALL NO 3 1940.
 EJ1649'
 EJ1649'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EJ1649
 EJ1649                          STATION RECOVERY (1984)
 EJ1649
 EJ1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ1649'IN WHITEHALL.
 EJ1649'IN WHITEHALL, AT THE NORTHEAST CORNER OF THE WHITEHALL METHODIST
 EJ1649'CEMETARY, ON CHURCH PROPERTY, 30.78 METERS (101.0 FT) WEST-NORTHWEST
 EJ1649'OF THE NORTHWEST CORNER OF THE OLD CHURCH, 21.33 METERS (70.0 FT)
 EJ1649'NORTH-NORTHWEST OF A 0.76 METERS (2.0 FT) DIAMETER OAK TREE,
 EJ1649'10.97 METERS (36.0 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE
 EJ1649'CEMETERY FENCE, 10.05 METERS (33.0 FT) WEST OF THE FENCE AROUND THE
 EJ1649'CEMETARY, AND 4.57 METERS (15.0 FT) SOUTH OF THE FENCE AROUND THE
 EJ1649'CEMETARY.
 EJ1649'THE MARK IS 27.0 METERS  NNW FROM A WITNESS POST.
 EJ1649
 EJ1649                          STATION RECOVERY (1988)
 EJ1649
 EJ1649'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1649'RECOVERED IN GOOD CONDITION.
 EJ1649
 EJ1649                          STATION RECOVERY (1989)
 EJ1649
 EJ1649'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1649'RECOVERED IN GOOD CONDITION.
 EJ1649
 EJ1649                          STATION RECOVERY (1990)
 EJ1649
 EJ1649'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1773 ***********************************************************************
 EJ1773  DESIGNATION -  WHITEHALL HOWELL SEABROOK TANK
 EJ1773  PID         -  EJ1773
 EJ1773  STATE/COUNTY-  AR/JEFFERSON
 EJ1773  USGS QUAD   -  WHITE HALL (1984)
 EJ1773
 EJ1773                         *CURRENT SURVEY CONTROL
 EJ1773  ___________________________________________________________________
 EJ1773* NAD 83(1997)-  34 15 51.97314(N)    092 05 13.71295(W)     ADJUSTED  
 EJ1773* NAVD 88     -                                                        
 EJ1773  ___________________________________________________________________
 EJ1773  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 EJ1773  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ1773
 EJ1773  HORZ ORDER  -  THIRD
 EJ1773
 EJ1773.The horizontal coordinates were established by classical geodetic methods
 EJ1773.and adjusted by the National Geodetic Survey in September 1999..
 EJ1773
 EJ1773
 EJ1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1773
 EJ1773.The geoid height was determined by GEOID03.
 EJ1773
 EJ1773;                    North         East     Units Scale Factor Converg.
 EJ1773;SPC AR S     -   577,216.497   391,974.983   MT  0.99992650   -0 02 55.6
 EJ1773;SPC AR S     - 1,893,751.12  1,286,004.59   sFT  0.99992650   -0 02 55.6
 EJ1773;UTM  15      - 3,791,853.800   584,039.605   MT  0.99968706   +0 30 50.3
 EJ1773
 EJ1773                          SUPERSEDED SURVEY CONTROL
 EJ1773
 EJ1773  NAD 83(1986)-  34 15 51.98206(N)    092 05 13.70566(W) AD(       ) 4
 EJ1773  NAD 27      -  34 15 51.63109(N)    092 05 13.19003(W) AD(       ) 3
 EJ1773
 EJ1773.Superseded values are not recommended for survey control.
 EJ1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1773.See file dsdata.txt to determine how the superseded data were derived.
 EJ1773
 EJ1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8404091854(NAD 83)
 EJ1773_MARKER: 51 = TANK
 EJ1773
 EJ1773  HISTORY     - Date     Condition        Report By
 EJ1773  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1773
 EJ1773                          STATION DESCRIPTION
 EJ1773
 EJ1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1773'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 EJ1773'ABOUT 0.1 MILE SOUTHWEST OF U.S. HIGHWAY 65, 41/2 MILES NORTHWEST
 EJ1773'OF DOWNTOWN PINE BLUFF, ABOUT 250 FEET SOUTH OF THE HOME OF
 EJ1773'MR. HOWELL SEABROOK AND IS OWNED BY MR. SEABROOK.  IT IS A
 EJ1773'FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER
 EJ1773'AND ITS OVERALL HEIGHT IS ABOUT 80 FEET.
 EJ1773'
 EJ1773'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 270 ABOUT
 EJ1773'3 MILES NORTHWEST OF DOWNTOWN PINE BLUFF, GO NORTHWEST ON HIGHWAY
 EJ1773'65 FOR 1.45 MILES TO A PAVED DRIVEWAY ON THE LEFT.  TURN LEFT
 EJ1773'AND GO WEST ON THE DRIVEWAY FOR 0.1 MILE TO THE TANK ON THE
 EJ1773'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1776 ***********************************************************************
 EJ1776  DESIGNATION -  WHITEHALL MUNICIPAL TANK
 EJ1776  PID         -  EJ1776
 EJ1776  STATE/COUNTY-  AR/JEFFERSON
 EJ1776  USGS QUAD   -  WHITE HALL (1984)
 EJ1776
 EJ1776                         *CURRENT SURVEY CONTROL
 EJ1776  ___________________________________________________________________
 EJ1776* NAD 83(1997)-  34 16 34.50507(N)    092 05 35.06576(W)     ADJUSTED  
 EJ1776* NAVD 88     -                                                        
 EJ1776  ___________________________________________________________________
 EJ1776  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EJ1776  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EJ1776
 EJ1776  HORZ ORDER  -  THIRD
 EJ1776
 EJ1776.The horizontal coordinates were established by classical geodetic methods
 EJ1776.and adjusted by the National Geodetic Survey in September 1999..
 EJ1776
 EJ1776
 EJ1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1776
 EJ1776.The geoid height was determined by GEOID03.
 EJ1776
 EJ1776;                    North         East     Units Scale Factor Converg.
 EJ1776;SPC AR S     -   578,527.423   391,429.954   MT  0.99992734   -0 03 07.5
 EJ1776;SPC AR S     - 1,898,052.05  1,284,216.44   sFT  0.99992734   -0 03 07.5
 EJ1776;UTM  15      - 3,793,158.996   583,481.858   MT  0.99968590   +0 30 38.9
 EJ1776
 EJ1776                          SUPERSEDED SURVEY CONTROL
 EJ1776
 EJ1776  NAD 83(1986)-  34 16 34.51409(N)    092 05 35.05834(W) AD(       ) 4
 EJ1776  NAD 27      -  34 16 34.16349(N)    092 05 34.53896(W) AD(       ) 3
 EJ1776
 EJ1776.Superseded values are not recommended for survey control.
 EJ1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1776.See file dsdata.txt to determine how the superseded data were derived.
 EJ1776
 EJ1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8348293159(NAD 83)
 EJ1776_MARKER: 51 = TANK
 EJ1776
 EJ1776  HISTORY     - Date     Condition        Report By
 EJ1776  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1776
 EJ1776                          STATION DESCRIPTION
 EJ1776
 EJ1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1776'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ON THE
 EJ1776'WEST SIDE OF HIGHWAY 65 AT THE NORTH EDGE OF WHITEHALL.  IT IS A
 EJ1776'4 LEGGED SELF SUPPORTED STEEL STRUCTURE, PAINTED SILVER, WITH
 EJ1776'THE LEGEND WHITEHALL ON THE NORTHEAST AND SOUTHEAST SIDES.
 EJ1776'THE OVERALL HEIGHT IS ABOUT 100 FEET.
 EJ1776'
 EJ1776'TO REACH FROM THE WHITEHALL HIGH SCHOOL IN WHITEHALL, GO
 EJ1776'NORTH ON U.S. HIGHWAY 65 FOR 0.3 MILE TO A GRAVELED SIDE
 EJ1776'ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD ABOUT 300
 EJ1776'FEET TO THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1650 ***********************************************************************
 EJ1650  DESIGNATION -  WHITEHALL RM 2
 EJ1650  PID         -  EJ1650
 EJ1650  STATE/COUNTY-  AR/JEFFERSON
 EJ1650  USGS QUAD   -  WHITE HALL (1984)
 EJ1650
 EJ1650                         *CURRENT SURVEY CONTROL
 EJ1650  ___________________________________________________________________
 EJ1650* NAD 83(1986)-  34 16 31.     (N)    092 05 39.     (W)     SCALED    
 EJ1650* NAVD 88     -        94.983  (meters)     311.62   (feet)  ADJUSTED  
 EJ1650  ___________________________________________________________________
 EJ1650  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ1650  DYNAMIC HT  -          94.891 (meters)     311.32  (feet)  COMP
 EJ1650  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 EJ1650
 EJ1650  VERT ORDER  -  FIRST     CLASS II
 EJ1650
 EJ1650.The horizontal coordinates were scaled from a topographic map and have
 EJ1650.an estimated accuracy of +/- 6 seconds.
 EJ1650
 EJ1650.The orthometric height was determined by differential leveling
 EJ1650.and adjusted by the National Geodetic Survey in June 1991..
 EJ1650
 EJ1650.The geoid height was determined by GEOID03.
 EJ1650
 EJ1650.The dynamic height is computed by dividing the NAVD 88
 EJ1650.geopotential number by the normal gravity value computed on the
 EJ1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1650.degrees latitude (g = 980.6199 gals.).
 EJ1650
 EJ1650.The modeled gravity was interpolated from observed gravity values.
 EJ1650
 EJ1650;                    North         East    Units  Estimated Accuracy
 EJ1650;SPC AR S     -   578,420.      391,330.      MT  (+/- 180 meters Scaled)
 EJ1650
 EJ1650                          SUPERSEDED SURVEY CONTROL
 EJ1650
 EJ1650.No superseded survey control is available for this station.
 EJ1650
 EJ1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT833930(NAD 83)
 EJ1650_MARKER: DR = REFERENCE MARK DISK
 EJ1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1650_SP_SET: CONCRETE POST
 EJ1650_STAMPING: WHITEHALL NO 2 1940
 EJ1650_MARK LOGO: CGS   
 EJ1650_PROJECTION: PROJECTING 9 CENTIMETERS
 EJ1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1650+STABILITY: SURFACE MOTION
 EJ1650
 EJ1650  HISTORY     - Date     Condition        Report By
 EJ1650  HISTORY     - 1940     MONUMENTED       CGS
 EJ1650  HISTORY     - 1984     GOOD             NGS
 EJ1650  HISTORY     - 1988     GOOD             USPSQD
 EJ1650  HISTORY     - 1989     GOOD             USPSQD
 EJ1650  HISTORY     - 1990     GOOD             USPSQD
 EJ1650
 EJ1650                          STATION DESCRIPTION
 EJ1650
 EJ1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1650'IN WHITEHALL.
 EJ1650'IN WHITEHALL, AT THE WHITEHALL METHODIST CEMETERY, 10.66 METERS
 EJ1650'(35.0 FT) NORTH OF THE CENTER OF THE EAST ENTRANCE OF THE CEMETERY,
 EJ1650'11.27 METERS (37.0 FT) WEST OF THE EAST BORDER FENCE OF THE CEMETERY,
 EJ1650'1.21 METERS (4.0 FT) NORTHWEST OF THE GRAVESTONE OF BESSIE E. MUSGROVE
 EJ1650'1901 - 1942, AND 0.67 METERS (2.2 FT) EAST OF THE EAST END OF THE
 EJ1650'FOUNDATION OF AN OLD BUILDING.
 EJ1650'THE MARK IS 20.1 METERS  SW FROM A WITNESS POST.
 EJ1650
 EJ1650                          STATION RECOVERY (1988)
 EJ1650
 EJ1650'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1650'RECOVERED IN GOOD CONDITION.
 EJ1650
 EJ1650                          STATION RECOVERY (1989)
 EJ1650
 EJ1650'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1650'RECOVERED IN GOOD CONDITION.
 EJ1650
 EJ1650                          STATION RECOVERY (1990)
 EJ1650
 EJ1650'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1648 ***********************************************************************
 EJ1648  DESIGNATION -  WHITEHALL RM 3
 EJ1648  PID         -  EJ1648
 EJ1648  STATE/COUNTY-  AR/JEFFERSON
 EJ1648  USGS QUAD   -  WHITE HALL (1984)
 EJ1648
 EJ1648                         *CURRENT SURVEY CONTROL
 EJ1648  ___________________________________________________________________
 EJ1648* NAD 83(1997)-  34 16 32.65578(N)    092 05 38.27690(W)     ADJUSTED  
 EJ1648* NAVD 88     -        94.286  (meters)     309.34   (feet)  ADJUSTED  
 EJ1648  ___________________________________________________________________
 EJ1648  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EJ1648  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EJ1648  DYNAMIC HT  -          94.195 (meters)     309.04  (feet)  COMP
 EJ1648  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 EJ1648
 EJ1648  HORZ ORDER  -  SECOND
 EJ1648  VERT ORDER  -  FIRST     CLASS II
 EJ1648
 EJ1648.The horizontal coordinates were established by classical geodetic methods
 EJ1648.and adjusted by the National Geodetic Survey in September 1999..
 EJ1648
 EJ1648.The orthometric height was determined by differential leveling
 EJ1648.and adjusted by the National Geodetic Survey in June 1991..
 EJ1648
 EJ1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1648
 EJ1648.The geoid height was determined by GEOID03.
 EJ1648
 EJ1648.The dynamic height is computed by dividing the NAVD 88
 EJ1648.geopotential number by the normal gravity value computed on the
 EJ1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1648.degrees latitude (g = 980.6199 gals.).
 EJ1648
 EJ1648.The modeled gravity was interpolated from observed gravity values.
 EJ1648
 EJ1648;                    North         East     Units Scale Factor Converg.
 EJ1648;SPC AR S     -   578,470.520   391,347.769   MT  0.99992731   -0 03 09.3
 EJ1648;SPC AR S     - 1,897,865.36  1,283,946.81   sFT  0.99992731   -0 03 09.3
 EJ1648;UTM  15      - 3,793,101.302   583,400.257   MT  0.99968574   +0 30 37.0
 EJ1648
 EJ1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1648!SPC AR S     -   0.99998928  x   0.99992731  =   0.99991660
 EJ1648!UTM  15      -   0.99998928  x   0.99968574  =   0.99967503
 EJ1648
 EJ1648:                Primary Azimuth Mark                     Grid Az
 EJ1648:SPC AR S     -  PINE BLUFF ARSENAL TANK 13000            004 11 44.8
 EJ1648:UTM  15      -  PINE BLUFF ARSENAL TANK 13000            003 37 58.5
 EJ1648
 EJ1648|---------------------------------------------------------------------|
 EJ1648| PID    Reference Object                     Distance      Geod. Az  |
 EJ1648|                                                           dddmmss.s |
 EJ1648| EJ1774 PINE BLUFF ARSENAL TANK 13000       APPROX. 4.6 KM 0040835.5 |
 EJ1648| EJ1777 PINE BLUFF ARSENAL TANK 43000       APPROX. 4.3 KM 0374916.4 |
 EJ1648| EJ1776 WHITEHALL MUNICIPAL TANK             99.968 METERS 05515     |
 EJ1648| EJ1778 PINE BLUFF ARSENAL TANK 42000       APPROX. 4.0 KM 0581942.8 |
 EJ1648| EH3035 PINE BLUFF ARK POWER CO NE TWR      APPROX. 9.5 KM 0812243.6 |
 EJ1648| EH3037 PINE BLUFF ARK POWER CO SW TWR      APPROX. 8.9 KM 0840421.3 |
 EJ1648| CY7163 WHITEHALL RM 1                       21.147 METERS 09804     |
 EJ1648| EJ1771 PINE BLUFF DIERK PAPER CO TK 2      APPROX. 4.9 KM 1004100.2 |
 EJ1648| EJ1779 PINE BLUFF DIERK PAPER CO TK 1      APPROX. 6.3 KM 1010532.7 |
 EJ1648| EJ1794 PINE BLUFF RADIO STA KKA 778        APPROX. 7.8 KM 1133620.5 |
 EJ1648| EH3017 PINE BLUFF RAD STA WUG 32 TWR       APPROX.12.5 KM 1134316.4 |
 EJ1648| EH3016 PINE BLUFF FED COMP NO 2 SE TK      APPROX.12.7 KM 1154901.6 |
 EJ1648| EH3018 PINE BLUFF FED COMP NO 2 NW TK      APPROX.12.3 KM 1163054.6 |
 EJ1648| EH3020 PINE BLUFF STANDPIPE                APPROX.11.4 KM 1170304.1 |
 EJ1648| EH3024 PINE BLUFF KKV722 KD 6304 MAST      APPROX.11.0 KM 1175947.0 |
 EJ1648| EJ1787 PINE BLUFF RADIO STA KOTN MAST      APPROX.10.1 KM 1240418.3 |
 EJ1648| EJ1792 PINE BLUFF FIRST METHODIST CH       APPROX.10.0 KM 1251818.9 |
 EJ1648| EJ1789 PINE BLUFF ARK POWER LT W STK       APPROX. 8.9 KM 1281743.6 |
 EJ1648| EJ1788 PINE BLUFF PINE CREST MILL TK       APPROX. 6.4 KM 1331929.1 |
 EJ1648| EJ1790 PINE BLUFF TV STA KATV TOWER        APPROX.11.7 KM 1343720.3 |
 EJ1648| EJ1791 PINE BLUFF RAD STA KAA 2500         APPROX. 8.2 KM 1351000.1 |
 EJ1648| EJ1793 PINE BLUFF FED COMP PLANT 1 TK      APPROX. 8.0 KM 1351312.8 |
 EJ1648| EJ1800 PINE BLUFF FED COMP PLANT 4 TK      APPROX. 7.6 KM 1372425.6 |
 EJ1648| EJ1797 PINE BLUFF RADIO STA KKQ 72         APPROX. 5.7 KM 1461250.1 |
 EJ1648| EJ1795 PINE BLUFF RADIO STA KCLA MAST      APPROX. 9.9 KM 1462150.3 |
 EJ1648| EJ1798 PINE BLUFF RADIO STA KKD 270        APPROX. 9.7 KM 1484404.5 |
 EJ1648| EJ1773 WHITEHALL HOWELL SEABROOK TANK      APPROX. 1.4 KM 1532229.8 |
 EJ1648| EJ1650 WHITEHALL RM 2                       50.484 METERS 21028     |
 EJ1648| EJ1649 WHITEHALL                            23.876 METERS 26146     |
 EJ1648| EJ1769 PINE BLUFF ARSENAL TANK 93211       APPROX.10.3 KM 3494014.8 |
 EJ1648| EJ1770 PINE BLUFF ARSENAL STACK 53200      APPROX. 8.0 KM 3503518.0 |
 EJ1648| EJ1780 PINE BLUFF ARSENAL TANK 54180B      APPROX. 8.0 KM 3534247.2 |
 EJ1648|---------------------------------------------------------------------|
 EJ1648
 EJ1648                          SUPERSEDED SURVEY CONTROL
 EJ1648
 EJ1648  NAD 83(1986)-  34 16 32.66475(N)    092 05 38.26960(W) AD(       ) 2
 EJ1648  NAD 27      -  34 16 32.31279(N)    092 05 37.75230(W) AD(       ) 2
 EJ1648
 EJ1648.Superseded values are not recommended for survey control.
 EJ1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1648.See file dsdata.txt to determine how the superseded data were derived.
 EJ1648
 EJ1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8340093101(NAD 83)
 EJ1648_MARKER: DR = REFERENCE MARK DISK
 EJ1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1648_SP_SET: CONCRETE POST
 EJ1648_STAMPING: WHITEHALL NO 3 1940
 EJ1648_MARK LOGO: CGS   
 EJ1648_PROJECTION: FLUSH
 EJ1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1648+STABILITY: SURFACE MOTION
 EJ1648
 EJ1648  HISTORY     - Date     Condition        Report By
 EJ1648  HISTORY     - 1964     MONUMENTED       CGS
 EJ1648  HISTORY     - 1984     GOOD             NGS
 EJ1648  HISTORY     - 1988     GOOD             USPSQD
 EJ1648  HISTORY     - 1989     GOOD             USPSQD
 EJ1648  HISTORY     - 1990     GOOD             USPSQD
 EJ1648
 EJ1648                          STATION DESCRIPTION
 EJ1648
 EJ1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1648'IN WHITEHALL.
 EJ1648'IN WHITEHALL, AT THE NORTHEAST CORNER OF THE WHITEHALL METHODIST
 EJ1648'CEMETERY, AND ON CHURCH PROPERTY, 21.64 METERS (71.0 FT) WEST OF A
 EJ1648'0.76 METERS (2.5 FT) DIAMETER OAK TREE, 13.41 METERS (44.0 FT) EAST OF
 EJ1648'THE NORTHEAST CORNER FENCE POST OF THE FENCE AROUND THE CEMETERY,
 EJ1648'13.10 METERS (43.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE OLD
 EJ1648'CHURCH, AND 3.04 METERS (10.0 FT) SOUTH OF AN OLD FENCE LINE AND A
 EJ1648'METAL WITNESS POST.
 EJ1648'THE MARK IS 30.3 METERS  NNE FROM A WITNESS POST.
 EJ1648
 EJ1648                          STATION RECOVERY (1988)
 EJ1648
 EJ1648'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1648'RECOVERED IN GOOD CONDITION.
 EJ1648
 EJ1648                          STATION RECOVERY (1989)
 EJ1648
 EJ1648'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1648'RECOVERED IN GOOD CONDITION.
 EJ1648
 EJ1648                          STATION RECOVERY (1990)
 EJ1648
 EJ1648'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1924 ***********************************************************************
 FG1924  DESIGNATION -  WHITEOAK
 FG1924  PID         -  FG1924
 FG1924  STATE/COUNTY-  AR/FRANKLIN
 FG1924  USGS QUAD   -  WATALULA (1973)
 FG1924
 FG1924                         *CURRENT SURVEY CONTROL
 FG1924  ___________________________________________________________________
 FG1924* NAD 83(1997)-  35 31 17.91572(N)    093 51 52.60745(W)     ADJUSTED  
 FG1924* NAVD 88     -       172.6    (meters)     566.     (feet)  VERTCON   
 FG1924  ___________________________________________________________________
 FG1924  X           -    -350,282.041 (meters)                     COMP
 FG1924  Y           -  -5,185,315.193 (meters)                     COMP
 FG1924  Z           -   3,685,205.895 (meters)                     COMP
 FG1924  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 FG1924  ELLIP HEIGHT-         143.25  (meters)          (09/24/01) GPS OBS
 FG1924  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FG1924
 FG1924  HORZ ORDER  -  FIRST
 FG1924  ELLP ORDER  -  FOURTH    CLASS II
 FG1924
 FG1924.The horizontal coordinates were established by classical geodetic methods
 FG1924.and adjusted by the National Geodetic Survey in September 1999..
 FG1924
 FG1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1924
 FG1924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1924
 FG1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1924
 FG1924.The ellipsoidal height was determined by GPS observations
 FG1924.and is referenced to NAD 83.
 FG1924
 FG1924.The geoid height was determined by GEOID03.
 FG1924
 FG1924;                    North         East     Units Scale Factor Converg.
 FG1924;SPC AR N     -   133,433.976   230,891.016   MT  0.99993653   -1 05 06.1
 FG1924;SPC AR N     -   437,774.64    757,514.94   sFT  0.99993653   -1 05 06.1
 FG1924;UTM  15      - 3,931,237.497   421,605.615   MT  0.99967573   -0 30 08.5
 FG1924
 FG1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1924!SPC AR N     -   0.99997752  x   0.99993653  =   0.99991405
 FG1924!UTM  15      -   0.99997752  x   0.99967573  =   0.99965325
 FG1924
 FG1924:                Primary Azimuth Mark                     Grid Az
 FG1924:SPC AR N     -  WHITEOAK AZ MK                           009 26 08.2
 FG1924:UTM  15      -  WHITEOAK AZ MK                           008 51 10.6
 FG1924
 FG1924|---------------------------------------------------------------------|
 FG1924| PID    Reference Object                     Distance      Geod. Az  |
 FG1924|                                                           dddmmss.s |
 FG1924| CI2765 WHITEOAK AZ MK                                     0082102.1 |
 FG1924| CI2766 WHITEOAK AZ MK 2                                   0121621.1 |
 FG1924| CI2767 WHITEOAK RM 1                        14.515 METERS 18437     |
 FG1924| CI2768 WHITEOAK RM 2                         8.146 METERS 25309     |
 FG1924|---------------------------------------------------------------------|
 FG1924
 FG1924                          SUPERSEDED SURVEY CONTROL
 FG1924
 FG1924  ELLIP H (09/14/99)  143.28   (m)                       GP(       ) 4 1
 FG1924  NAD 83(1997)-  35 31 17.92683(N)    093 51 52.60546(W) AD(       ) 1
 FG1924  NAD 83(1986)-  35 31 17.92715(N)    093 51 52.59938(W) AD(       ) 1
 FG1924  NAD 27      -  35 31 17.62277(N)    093 51 51.88885(W) AD(       ) 1
 FG1924  NGVD 29 (07/19/86)  172.5    (m)          566.     (f) VERT ANG       
 FG1924
 FG1924.Superseded values are not recommended for survey control.
 FG1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1924.See file dsdata.txt to determine how the superseded data were derived.
 FG1924
 FG1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2160631237(NAD 83)
 FG1924_MARKER: DS = TRIANGULATION STATION DISK
 FG1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1924_SP_SET: CONCRETE POST
 FG1924_STAMPING: WHITEOAK 1971
 FG1924_MARK LOGO: NGS   
 FG1924_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1924+STABILITY: SURFACE MOTION
 FG1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1924+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1990
 FG1924
 FG1924  HISTORY     - Date     Condition        Report By
 FG1924  HISTORY     - 1971     MONUMENTED       NGS
 FG1924  HISTORY     - 1971     GOOD             NGS
 FG1924  HISTORY     - 1972     GOOD             NGS
 FG1924  HISTORY     - 19891001 GOOD             NGS
 FG1924  HISTORY     - 19900615 GOOD
 FG1924
 FG1924                          STATION DESCRIPTION
 FG1924
 FG1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1924'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 2 MILES WEST OF OZARK,
 FG1924'AT THE NORTHEAST CORNER OF THE WEST BOUND OVERPASS OF INTERSTATE
 FG1924'HIGHWAY 40 WHERE IT PASSES OVER STATE HIGHWAY 23 (INTERCHANGE 25),
 FG1924'IN THE NORTHWEST 1/4 SECTION OF SECTION 22, R. 27 W., T. 10 N., AND
 FG1924'ON INTERSTATE HIGHWAY 40 RIGHT-OF-WAY PROPERTY OWNED BY THE STATE
 FG1924'OF ARKANSAS.
 FG1924'
 FG1924'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FG1924'HIGHWAY 23, ABOUT 1 MILE WEST OF DOWNTOWN OZARK, GO NORTHERLY ON
 FG1924'STATE HIGHWAY 23 FOR 3.1 MILES TO INTERSTATE HIGHWAY 40 AND
 FG1924'STATION.
 FG1924'
 FG1924'STATION MARK IS A STANDARD DISK STAMPED WHITEOAK 1971.  THE SURFACE
 FG1924'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FG1924'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 28 FEET NORTH OF
 FG1924'THE CENTER OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 40, 6 FEET
 FG1924'NORTH OF THE NORTH METAL GUARD RAIL OF HIGHWAY AND 3 FEET
 FG1924'NORTHEAST OF THE NORTHEAST CORNER OF THE OVERPASS ABUTMENT.  THE
 FG1924'UNDERGROUND MARK IS A STANDARD DISK STAMPED WHITEOAK 1971 AND IS
 FG1924'SET 36-INCHES BELOW THE GROUND SURFACE.
 FG1924'
 FG1924'REFERENCE MARK 1, A STANDARD DISK STAMPED WHITEOAK NO 1 1971, IS
 FG1924'CEMENTED IN A DRILL HOLE IN A GUARD RAIL PILLAR AT THE SOUTHEAST
 FG1924'CORNER OF THE OVERPASS AND PROJECTS ABOUT 3-1/2 FEET ABOVE THE
 FG1924'FLOOR OF OVERPASS.  THE MARK IS ABOUT 3-1/2 FEET HIGHER IN
 FG1924'ELEVATION THAN THE STATION.
 FG1924'
 FG1924'REFERENCE MARK 2, A STANDARD DISK STAMPED WHITEOAK NO 2 1971, IS
 FG1924'CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE CURBING OF OVERPASS
 FG1924'AND PROJECTS ABOUT 18 INCHES ABOVE THE OVERPASS FLOOR.  IT IS 24 FEET
 FG1924'WEST OF THE NORTHEAST CORNER OF OVERPASS AND 1-1/2 FEET HIGHER
 FG1924'IN ELEVATION THAN THE STATION MARK.
 FG1924'
 FG1924'AZIMUTH MARK, A STANDARD DISK STAMPED WHITEOAK 1971, IS CEMENTED IN A
 FG1924'DRILL HOLE IN THE SOUTHWEST CONCRETE HEADWALL OF A BRIDGE.  IT IS 13
 FG1924'FEET WEST OF THE CENTER OF STATE HIGHWAY 23 AND 1 FOOT HIGHER THAN
 FG1924'THE BRIDGE FLOOR.
 FG1924'
 FG1924'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON STATE
 FG1924'HIGHWAY 23 FOR 0.3 MILE TO A BRIDGE AND MARK.
 FG1924'
 FG1924'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FG1924
 FG1924                          STATION RECOVERY (1971)
 FG1924
 FG1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FG1924'RECOVERED IN GOOD CONDITION.
 FG1924
 FG1924                          STATION RECOVERY (1972)
 FG1924
 FG1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1924'ALL THE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FG1924'AZIMUTH MARK HAD TO BE RELOCATED BECAUSE THE BRIDGE ABUTMENT IT WAS
 FG1924'SET IN IS BEING DESTROYED AND A NEW BRIDGE WAS BUILT.  THE NEW
 FG1924'AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN THE NEW BRIDGE ABUTMENT
 FG1924'ON STATE HIGHWAY 23, 20 FEET EAST OF THE CENTER OF HIGHWAY 23 AND
 FG1924'4.5 FEET NORTHEAST OF THE NORTHEAST PILLAR OF THE BRIDGE RAIL.  IT IS
 FG1924'A STANDARD DISK STAMPED WHITEOAK 1971 1972.
 FG1924'
 FG1924'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 23 FOR
 FG1924'0.3 MILE TO THE NORTH END OF THE BRIDGE AND THE AZIMUTH MARK ON THE
 FG1924'RIGHT.
 FG1924'
 FG1924'THE 1971 DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE.
 FG1924'
 FG1924'THE 1971 AZIMUTH MARK DISK WAS RECLAIMED THIS DATE.
 FG1924'
 FG1924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH AND
 FG1924'2 MILES WEST OF OZARK.
 FG1924
 FG1924                          STATION RECOVERY (1989)
 FG1924
 FG1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FG1924'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 FG1924'SEARCHED FOR.  STATION IS LOCATED ABOUT 18.7 KM (11.6 MI)
 FG1924'SOUTH-SOUTHWEST OF CASS, 4.8 KM (3.0 MI) NORTHWEST OF OZARK, AND 3.6
 FG1924'KM (2.2 MI) NORTH OF U.S.HIGHWAY 64. OWNERSHIP--ARKANSAS HIGHWAY AND
 FG1924'TRANSPORTATION DEPARTMENT.
 FG1924'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN OZARK.  GO WEST ON
 FG1924'U.S.HIGHWAY 64 FOR 1.49 KM (0.93 MI) TO THE JUNCTION OF STATE HIGHWAY
 FG1924'23 ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON STATE HIGHWAY 23 FOR
 FG1924'5.10 KM (3.17 MI) TO THE WEST BOUND LANES OVERPASS OF INTERSTATE
 FG1924'HIGHWAY 40 AND THE STATION ON THE RIGHT.  AT THE NORTHEAST CORNER OF
 FG1924'THE OVERPASS.
 FG1924'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---WHITEOAK
 FG1924'1971---.  SET IN THE TOP OF 30-CM ROUND CONCRETE POST THAT IS FLUSH
 FG1924'WITH THE GROUND.  IT IS 8.6 M (28.2 FT) NORTH OF THE CENTERLINE OF
 FG1924'THE WEST BOUND LANES OF INTERSTATE HIGHWAY 40, 1.9 M (6.2 FT) NORTH
 FG1924'OF A METAL GUARDRAIL, AND 0.9 M (3.0 FT) NORTHEAST OF THE NORTHEAST
 FG1924'CORNER OF THE EAST ABUTMENT OF THE OVERPASS.
 FG1924'DESCRIBED BY E.J.HANSMANN.  ALSO, 2.65 MI (4.26 KM) WEST ALONG
 FG1924'INTERSTATE 40 WESTBOUND TO STATE ROUTE 23 AND I 40 OVERPASS BRIDGE
 FG1924'AND THE STATION ON THE RIGHT FROM I 40 EXIT 37 AT OZARK.  CAN PARK ON
 FG1924'THE NORTH SIDE OF METAL GUARD RAIL.
 FG1924
 FG1924                          STATION RECOVERY (1990)
 FG1924
 FG1924'RECOVERED 1990
 FG1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0873 ***********************************************************************
 GE0873  DESIGNATION -  WHITMAN
 GE0873  PID         -  GE0873
 GE0873  STATE/COUNTY-  AR/SHARP
 GE0873  USGS QUAD   -  WIRTH (1968)
 GE0873
 GE0873                         *CURRENT SURVEY CONTROL
 GE0873  ___________________________________________________________________
 GE0873* NAD 83(1997)-  36 25 53.85097(N)    091 24 18.69287(W)     ADJUSTED  
 GE0873* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 GE0873  ___________________________________________________________________
 GE0873  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GE0873  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE0873
 GE0873  HORZ ORDER  -  FIRST
 GE0873
 GE0873.The horizontal coordinates were established by classical geodetic methods
 GE0873.and adjusted by the National Geodetic Survey in September 1999..
 GE0873
 GE0873.The orthometric height was scaled from a topographic map.
 GE0873
 GE0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0873
 GE0873.The geoid height was determined by GEOID03.
 GE0873
 GE0873;                    North         East     Units Scale Factor Converg.
 GE0873;SPC AR N     -   232,961.079   453,338.364   MT  1.00004522   +0 20 46.0
 GE0873;SPC AR N     -   764,306.47  1,487,327.62   sFT  1.00004522   +0 20 46.0
 GE0873;SPC MO E     -    66,763.689   168,835.974   MT  1.00001447   -0 32 15.3
 GE0873;UTM  15      - 4,033,005.426   642,954.370   MT  0.99985179   +0 56 50.1
 GE0873
 GE0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0873!SPC AR N     -   0.99996050  x   1.00004522  =   1.00000572
 GE0873!SPC MO E     -   0.99996050  x   1.00001447  =   0.99997497
 GE0873!UTM  15      -   0.99996050  x   0.99985179  =   0.99981230
 GE0873
 GE0873|---------------------------------------------------------------------|
 GE0873| PID    Reference Object                     Distance      Geod. Az  |
 GE0873|                                                           dddmmss.s |
 GE0873| CI2771 WHITMAN RM 1                         45.629 METERS 03813     |
 GE0873| GE0875 LOOKOUT TOWER 214 4                 APPROX. 5.0 KM 2035635.2 |
 GE0873| CI2769 WHITMAN AZ MK                                      2053637.8 |
 GE0873| CI2770 WHITMAN AZ MK RESET                                2493358.5 |
 GE0873| CI2772 WHITMAN RM 2                         50.542 METERS 28929     |
 GE0873|---------------------------------------------------------------------|
 GE0873
 GE0873                          SUPERSEDED SURVEY CONTROL
 GE0873
 GE0873  NAD 83(1986)-  36 25 53.85903(N)    091 24 18.69185(W) AD(       ) 1
 GE0873  NAD 27      -  36 25 53.62900(N)    091 24 18.19800(W) AD(       ) 1
 GE0873
 GE0873.Superseded values are not recommended for survey control.
 GE0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0873.See file dsdata.txt to determine how the superseded data were derived.
 GE0873
 GE0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4295433005(NAD 83)
 GE0873_MARKER: DS = TRIANGULATION STATION DISK
 GE0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0873_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0873
 GE0873  HISTORY     - Date     Condition        Report By
 GE0873  HISTORY     - 1934     MONUMENTED       CGS
 GE0873  HISTORY     - 1955     GOOD             CGS
 GE0873  HISTORY     - 1956     GOOD             CGS
 GE0873
 GE0873                          STATION DESCRIPTION
 GE0873
 GE0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GE0873'THIS STATION IS LOCATED 2.8 MILES BY ROAD S OF WIRTH, ON THE
 GE0873'S SIDE OF COUNTY ROAD, ON LAND BELONGING TO MR. WHITMAN.
 GE0873'IN NE 1/4 SEC. 3, T 21 N, R 4 W, 11 METERS S OF CENTER LINE OF
 GE0873'COUNTY ROAD, IN GRASS LAND NOT UNDER CULTIVATION.
 GE0873'
 GE0873'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GE0873'SET IN THE TOPS OF CONCRETE CYLINDERS.
 GE0873'
 GE0873'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GE0873'
 GE0873'REFERENCE MARK NO. 1 IS N OF STATION 149.70 FEET, (45.62 METERS)
 GE0873'AND 10 METERS FROM CENTER LINE OF COUNTY ROAD ON W SIDE OF MARK.
 GE0873'
 GE0873'REFERENCE MARK NO. 2 IS ON W SIDE OF FENCE IN FARMYARD,
 GE0873'165.82 FEET, (50.51 METERS) E OF STATION AND 13 METERS E
 GE0873'OF CENTER LINE OF COUNTY ROAD.
 GE0873'
 GE0873'AZIMUTH MARK IS W OF STATION IN CLEARING, 0.2 MILE N OF E-W
 GE0873'DIRT FARM ROAD.
 GE0873'
 GE0873'TO REACH FROM MAMMOTH SPRINGS, GO S ON U.S. HIGHWAY 63, FOR 4.3
 GE0873'MILES TO T-ROAD.  TURN E ON T-ROAD AND GO 4.6 MILES TO FORKS.
 GE0873'TAKE LEFT FORK AND GO 3.7 MILES TO WIRTH.  TURN S ON W SIDE OF
 GE0873'TAYLOR MERCANTILE COMPANY STORE, AND FOLLOW MAIN ROAD 2.6
 GE0873'MILES TO STATION.
 GE0873'
 GE0873'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GE0873
 GE0873                          STATION RECOVERY (1955)
 GE0873
 GE0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0873'THE STATION, REFERENCE MARK ONE AND TWO WERE RECOVERED AND
 GE0873'FOUND IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK WAS NOT
 GE0873'RECOVERED AND A NEW AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE NEW
 GE0873'DESCRIPTION FOLLOWS.
 GE0873'
 GE0873'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE VILLAGE OF
 GE0873'WIRTH, ON LAND NOW OWNED BY E.J. MOODY WHO LIVES ABOUT 150 FEET
 GE0873'NORTHWEST OF THE STATION.  IT IS 43 FEET SOUTHEAST OF THE CENTER
 GE0873'OF A GRAVELED ROAD, 15 FEET SOUTHEAST OF A 4 X 4 INCH WHITE
 GE0873'WITNESS POST AND 10 FEET NORTHWEST OF A FENCE.
 GE0873'
 GE0873'TO REACH THE STATION FROM THE GENERAL STORE AND A CROSSROADS IN
 GE0873'THE VILLAGE OF WIRTH, GO SOUTH AND SOUTHWEST FOR 2.2 MILES TO
 GE0873'THE STATION ON THE LEFT, CONTINUE SOUTHWESTERLY FOR 0.2 MILE TO
 GE0873'A SIDE ROAD LEADING WEST, TURN RIGHT AND GO WEST FOR 0.3 MILE
 GE0873'TO THE AZIMUTH MARK ON THE RIGHT.
 GE0873'
 GE0873'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GE0873'WHITMAN 1934.
 GE0873'
 GE0873'REFERENCE MARK 1 IS 34 FEET NORTHWEST OF THE CENTER OF THE
 GE0873'ROAD AND 5 FEET NORTH OF A FENCE CORNER.  THE MARK PROJECTS
 GE0873'8 INCHES AND THE DISK IS STAMPED WHITMAN NO 1 1934.
 GE0873'
 GE0873'REFERENCE MARK 2 IS 59 FEET NORTHWEST OF THE CENTER OF THE
 GE0873'ROAD AND 33 FEET NORTHWEST OF A FENCE.
 GE0873'
 GE0873'THE AZIMUTH MARK IS ABOUT 100 YARDS EAST OF A SMALL STORE, 43
 GE0873'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 23 FEET NORTH
 GE0873'OF A FENCE CORNER AND 4 FEET SOUTHEAST OF A 4 X 4 INCH WHITE
 GE0873'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0873'WHITMAN 1934-1955 RESET.
 GE0873'
 GE0873'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GE0873
 GE0873                          STATION RECOVERY (1956)
 GE0873
 GE0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0873'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 GE0873'FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 GE0873'IS ADEQUATE AND CORRECT WITH THE EXCEPTION THAT THE LAND IS
 GE0873'NOW OWNED BY MR. IVAN JOHNSON.
 GE0873'
 GE0873'THIS STATION WAS NOT OCCUPIED IN 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0265 ***********************************************************************
 EJ0265  DESIGNATION -  WHITTEMORE BM
 EJ0265  PID         -  EJ0265
 EJ0265  STATE/COUNTY-  AR/PULASKI
 EJ0265  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0265
 EJ0265                         *CURRENT SURVEY CONTROL
 EJ0265  ___________________________________________________________________
 EJ0265* NAD 83(1986)-  34 44 55.     (N)    092 15 54.     (W)     SCALED    
 EJ0265* NAVD 88     -        80.471  (meters)     264.01   (feet)  ADJUSTED  
 EJ0265  ___________________________________________________________________
 EJ0265  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EJ0265  DYNAMIC HT  -          80.396 (meters)     263.77  (feet)  COMP
 EJ0265  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 EJ0265
 EJ0265  VERT ORDER  -  FIRST     CLASS II
 EJ0265
 EJ0265.The horizontal coordinates were scaled from a topographic map and have
 EJ0265.an estimated accuracy of +/- 6 seconds.
 EJ0265
 EJ0265.The orthometric height was determined by differential leveling
 EJ0265.and adjusted by the National Geodetic Survey in June 1991..
 EJ0265
 EJ0265.The geoid height was determined by GEOID03.
 EJ0265
 EJ0265.The dynamic height is computed by dividing the NAVD 88
 EJ0265.geopotential number by the normal gravity value computed on the
 EJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0265.degrees latitude (g = 980.6199 gals.).
 EJ0265
 EJ0265.The modeled gravity was interpolated from observed gravity values.
 EJ0265
 EJ0265;                    North         East    Units  Estimated Accuracy
 EJ0265;SPC AR S     -   630,950.      375,740.      MT  (+/- 180 meters Scaled)
 EJ0265
 EJ0265                          SUPERSEDED SURVEY CONTROL
 EJ0265
 EJ0265  NGVD 29 (??/??/92)   80.517  (m)          264.16   (f) ADJ UNCH    1 2
 EJ0265
 EJ0265.Superseded values are not recommended for survey control.
 EJ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0265.See file dsdata.txt to determine how the superseded data were derived.
 EJ0265
 EJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU672454(NAD 83)
 EJ0265_MARKER: Z = SEE DESCRIPTION
 EJ0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0265_SP_SET: WATER TABLE
 EJ0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0265
 EJ0265  HISTORY     - Date     Condition        Report By
 EJ0265  HISTORY     - UNK      MONUMENTED       USE
 EJ0265  HISTORY     - 1955     MARK NOT FOUND   NGS
 EJ0265  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0265  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0265  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0265
 EJ0265                          STATION DESCRIPTION
 EJ0265
 EJ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0265'IN LITTLE ROCK.
 EJ0265'AT LITTLE ROCK, PULASKI COUNTY, AT THE FOOT OF COMMERCE STREET, AND AT
 EJ0265'THE SOUTHEAST CORNER OF THE WESTERN HIDE AND FUR CO. BUILDING. THE TOP
 EJ0265'OF THE WATER TABLE.
 EJ0265
 EJ0265                          STATION RECOVERY (1988)
 EJ0265
 EJ0265'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 EJ0265'MARK NOT FOUND.
 EJ0265
 EJ0265                          STATION RECOVERY (1989)
 EJ0265
 EJ0265'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 EJ0265'MARK NOT FOUND.
 EJ0265
 EJ0265                          STATION RECOVERY (1990)
 EJ0265
 EJ0265'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 EJ0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1485 ***********************************************************************
 FF1485  DESIGNATION -  WHP
 FF1485  PID         -  FF1485
 FF1485  STATE/COUNTY-  AR/LONOKE
 FF1485  USGS QUAD   -  BEEBE (1994)
 FF1485
 FF1485                         *CURRENT SURVEY CONTROL
 FF1485  ___________________________________________________________________
 FF1485* NAD 83(1986)-  35 00 38.     (N)    091 59 24.     (W)     SCALED    
 FF1485* NAVD 88     -        88.679  (meters)     290.94   (feet)  POSTED    
 FF1485  ___________________________________________________________________
 FF1485  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1485  DYNAMIC HT  -          88.600 (meters)     290.68  (feet)  COMP
 FF1485  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 FF1485
 FF1485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF1485
 FF1485.The horizontal coordinates were scaled from a topographic map and have
 FF1485.an estimated accuracy of +/- 6 seconds.
 FF1485
 FF1485.The orthometric height was determined by differential leveling
 FF1485.and adjusted by the National Geodetic Survey in 1992..
 FF1485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF1485.rate of 0.0 thru 1.0 mm/km.
 FF1485
 FF1485.The geoid height was determined by GEOID03.
 FF1485
 FF1485.The dynamic height is computed by dividing the NAVD 88
 FF1485.geopotential number by the normal gravity value computed on the
 FF1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1485.degrees latitude (g = 980.6199 gals.).
 FF1485
 FF1485.The modeled gravity was interpolated from observed gravity values.
 FF1485
 FF1485;                    North         East    Units  Estimated Accuracy
 FF1485;SPC AR S     -   659,980.      400,910.      MT  (+/- 180 meters Scaled)
 FF1485
 FF1485                          SUPERSEDED SURVEY CONTROL
 FF1485
 FF1485  NGVD 29 (??/??/??)   88.680  (m)          290.94   (f) ADJUSTED    2 0
 FF1485
 FF1485.Superseded values are not recommended for survey control.
 FF1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1485.See file dsdata.txt to determine how the superseded data were derived.
 FF1485
 FF1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU921746(NAD 83)
 FF1485_MARKER: DD = SURVEY DISK
 FF1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1485_STAMPING: WHP 1939
 FF1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1485+STABILITY: SURFACE MOTION
 FF1485
 FF1485  HISTORY     - Date     Condition        Report By
 FF1485  HISTORY     - 1939     MONUMENTED       ARGS
 FF1485  HISTORY     - 20020329 MARK NOT FOUND   USACE
 FF1485
 FF1485                          STATION DESCRIPTION
 FF1485
 FF1485'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939
 FF1485'1 MI N FROM AUSTIN.
 FF1485'ABOUT 1 MILE NORTH ALONG A COUNTY ROAD FROM AUSTIN, LONOKE
 FF1485'COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST, 75 FEET
 FF1485'NORTHEAST OF THE CENTER OF THE JUNCTION, 22 FEET EAST OF THE
 FF1485'CENTER LINE OF THE COUNTY ROAD, AND 16 FEET NORTHWEST OF A
 FF1485'24-INCH WHITE OAK TREE MARKED BM.  A STATE SURVEY STANDARD DISK,
 FF1485'STAMPED WHP 1939 AND SET IN THE TOP OF A CONCRETE POST.
 FF1485
 FF1485                          STATION RECOVERY (2002)
 FF1485
 FF1485'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1486 ***********************************************************************
 FF1486  DESIGNATION -  WHQ
 FF1486  PID         -  FF1486
 FF1486  STATE/COUNTY-  AR/LONOKE
 FF1486  USGS QUAD   -  BEEBE (1994)
 FF1486
 FF1486                         *CURRENT SURVEY CONTROL
 FF1486  ___________________________________________________________________
 FF1486* NAD 83(1986)-  35 01 14.     (N)    091 58 54.     (W)     SCALED    
 FF1486* NAVD 88     -        77.107  (meters)     252.98   (feet)  POSTED    
 FF1486  ___________________________________________________________________
 FF1486  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1486  DYNAMIC HT  -          77.040 (meters)     252.76  (feet)  COMP
 FF1486  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 FF1486
 FF1486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF1486
 FF1486.The horizontal coordinates were scaled from a topographic map and have
 FF1486.an estimated accuracy of +/- 6 seconds.
 FF1486
 FF1486.The orthometric height was determined by differential leveling
 FF1486.and adjusted by the National Geodetic Survey in 1992..
 FF1486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF1486.rate of 0.0 thru 1.0 mm/km.
 FF1486
 FF1486.The geoid height was determined by GEOID03.
 FF1486
 FF1486.The dynamic height is computed by dividing the NAVD 88
 FF1486.geopotential number by the normal gravity value computed on the
 FF1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1486.degrees latitude (g = 980.6199 gals.).
 FF1486
 FF1486.The modeled gravity was interpolated from observed gravity values.
 FF1486
 FF1486;                    North         East    Units  Estimated Accuracy
 FF1486;SPC AR S     -   661,090.      401,670.      MT  (+/- 180 meters Scaled)
 FF1486
 FF1486                          SUPERSEDED SURVEY CONTROL
 FF1486
 FF1486  NGVD 29 (??/??/??)   77.108  (m)          252.98   (f) ADJUSTED    2 0
 FF1486
 FF1486.Superseded values are not recommended for survey control.
 FF1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1486.See file dsdata.txt to determine how the superseded data were derived.
 FF1486
 FF1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU929757(NAD 83)
 FF1486_MARKER: DD = SURVEY DISK
 FF1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1486_STAMPING: WHQ 1939
 FF1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1486+STABILITY: SURFACE MOTION
 FF1486
 FF1486  HISTORY     - Date     Condition        Report By
 FF1486  HISTORY     - 1939     MONUMENTED       ARGS
 FF1486  HISTORY     - 20020329 MARK NOT FOUND   USACE
 FF1486
 FF1486                          STATION DESCRIPTION
 FF1486
 FF1486'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939
 FF1486'2 MI N FROM AUSTIN.
 FF1486'ABOUT 2 MILES NORTH ALONG A COUNTY ROAD FROM AUSTIN, LONOKE
 FF1486'COUNTY, NEAR THE NORTH QUARTER-QUARTER CORNER OF SECTIONS 32 AND
 FF1486'33, T. 5 N., R. 9 W., AT THE MAMIE WADE FARMHOUSE, 51 FEET
 FF1486'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 14 FEET EAST
 FF1486'OF THE CENTER LINE OF THE ROAD, AND 9 FEET SOUTH OF A CORNER
 FF1486'POST MARKED BM.  A STATE SURVEY STANDARD DISK, STAMPED WHQ 1939
 FF1486'AND SET IN THE TOP OF A CONCRETE POST.
 FF1486
 FF1486                          STATION RECOVERY (2002)
 FF1486
 FF1486'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1487 ***********************************************************************
 FF1487  DESIGNATION -  WHR
 FF1487  PID         -  FF1487
 FF1487  STATE/COUNTY-  AR/LONOKE
 FF1487  USGS QUAD   -  BEEBE (1994)
 FF1487
 FF1487                         *CURRENT SURVEY CONTROL
 FF1487  ___________________________________________________________________
 FF1487* NAD 83(1986)-  35 02 10.     (N)    091 59 04.     (W)     SCALED    
 FF1487* NAVD 88     -        82.498  (meters)     270.66   (feet)  POSTED    
 FF1487  ___________________________________________________________________
 FF1487  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1487  DYNAMIC HT  -          82.420 (meters)     270.41  (feet)  COMP
 FF1487  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 FF1487
 FF1487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF1487
 FF1487.The horizontal coordinates were scaled from a topographic map and have
 FF1487.an estimated accuracy of +/- 6 seconds.
 FF1487
 FF1487.The orthometric height was determined by differential leveling
 FF1487.and adjusted by the National Geodetic Survey in 1992..
 FF1487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF1487.rate of 0.0 thru 1.0 mm/km.
 FF1487
 FF1487.The geoid height was determined by GEOID03.
 FF1487
 FF1487.The dynamic height is computed by dividing the NAVD 88
 FF1487.geopotential number by the normal gravity value computed on the
 FF1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1487.degrees latitude (g = 980.6199 gals.).
 FF1487
 FF1487.The modeled gravity was interpolated from observed gravity values.
 FF1487
 FF1487;                    North         East    Units  Estimated Accuracy
 FF1487;SPC AR S     -   662,820.      401,420.      MT  (+/- 180 meters Scaled)
 FF1487
 FF1487                          SUPERSEDED SURVEY CONTROL
 FF1487
 FF1487  NGVD 29 (??/??/??)   82.498  (m)          270.66   (f) ADJUSTED    2 0
 FF1487
 FF1487.Superseded values are not recommended for survey control.
 FF1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1487.See file dsdata.txt to determine how the superseded data were derived.
 FF1487
 FF1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU926775(NAD 83)
 FF1487_MARKER: DD = SURVEY DISK
 FF1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1487_STAMPING: WHR 1939
 FF1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1487+STABILITY: SURFACE MOTION
 FF1487
 FF1487  HISTORY     - Date     Condition        Report By
 FF1487  HISTORY     - 1939     MONUMENTED       ARGS
 FF1487  HISTORY     - 20020329 MARK NOT FOUND   USACE
 FF1487
 FF1487                          STATION DESCRIPTION
 FF1487
 FF1487'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939
 FF1487'2 MI W FROM WARD.
 FF1487'ABOUT 2 MILES WEST ALONG A COUNTY ROAD FROM WARD, LONOKE COUNTY,
 FF1487'NEAR THE NORTH QUARTER-QUARTER CORNER OF SECTIONS 28 AND 29,
 FF1487'T. 5 N., R. 9 W., ABOUT 163 FEET SOUTHWEST OF THE SOUTHWEST
 FF1487'CORNER OF THE G.W. SHANNON FARMHOUSE, 26 FEET NORTH OF THE
 FF1487'CENTER OF THE JUNCTION OF A T-ROAD LEADING SOUTH, 36 FEET WEST
 FF1487'OF A 14-INCH POST-OAK TREE MARKED BM, AND 4 FEET SOUTH OF A
 FF1487'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED WHR 1939 AND SET
 FF1487'IN THE TOP OF A CONCRETE POST.
 FF1487
 FF1487                          STATION RECOVERY (2002)
 FF1487
 FF1487'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1487'THIS STATION PRESUMED DESTROYED DUE TO RECENT TRENCHING FOR PHONE
 FF1487'CABLES AND BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1488 ***********************************************************************
 FF1488  DESIGNATION -  WHS
 FF1488  PID         -  FF1488
 FF1488  STATE/COUNTY-  AR/LONOKE
 FF1488  USGS QUAD   -  BEEBE (1994)
 FF1488
 FF1488                         *CURRENT SURVEY CONTROL
 FF1488  ___________________________________________________________________
 FF1488* NAD 83(1986)-  35 02 41.     (N)    091 59 17.     (W)     SCALED    
 FF1488* NAVD 88     -        92.410  (meters)     303.18   (feet)  POSTED    
 FF1488  ___________________________________________________________________
 FF1488  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1488  DYNAMIC HT  -          92.320 (meters)     302.89  (feet)  COMP
 FF1488  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FF1488
 FF1488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF1488
 FF1488.The horizontal coordinates were scaled from a topographic map and have
 FF1488.an estimated accuracy of +/- 6 seconds.
 FF1488
 FF1488.The orthometric height was determined by differential leveling
 FF1488.and adjusted by the National Geodetic Survey in 1992..
 FF1488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF1488.rate of 0.0 thru 1.0 mm/km.
 FF1488
 FF1488.The geoid height was determined by GEOID03.
 FF1488
 FF1488.The dynamic height is computed by dividing the NAVD 88
 FF1488.geopotential number by the normal gravity value computed on the
 FF1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1488.degrees latitude (g = 980.6199 gals.).
 FF1488
 FF1488.The modeled gravity was interpolated from observed gravity values.
 FF1488
 FF1488;                    North         East    Units  Estimated Accuracy
 FF1488;SPC AR S     -   663,770.      401,090.      MT  (+/- 180 meters Scaled)
 FF1488
 FF1488                          SUPERSEDED SURVEY CONTROL
 FF1488
 FF1488  NGVD 29 (??/??/??)   92.410  (m)          303.18   (f) ADJUSTED    2 0
 FF1488
 FF1488.Superseded values are not recommended for survey control.
 FF1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1488.See file dsdata.txt to determine how the superseded data were derived.
 FF1488
 FF1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU922784(NAD 83)
 FF1488_MARKER: DD = SURVEY DISK
 FF1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1488_STAMPING: WHS 1939
 FF1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1488+STABILITY: SURFACE MOTION
 FF1488
 FF1488  HISTORY     - Date     Condition        Report By
 FF1488  HISTORY     - 1939     MONUMENTED       ARGS
 FF1488  HISTORY     - 20020329 MARK NOT FOUND   USACE
 FF1488
 FF1488                          STATION DESCRIPTION
 FF1488
 FF1488'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939
 FF1488'2.7 MI NW FROM WARD.
 FF1488'ABOUT 2.7 MILES NORTHWEST ALONG A COUNTY ROAD FROM WARD, LONOKE
 FF1488'COUNTY, AT APPLE HILL CHURCH, 49 FEET EAST OF THE NORTHEAST
 FF1488'CORNER OF THE BUILDING, 26 FEET WEST OF THE CENTER LINE OF THE
 FF1488'ROAD, AND 32 FEET SOUTHEAST OF AN 8-INCH HICKORY TREE.  A STATE
 FF1488'SURVEY STANDARD DISK, STAMPED WHS 1939 AND SET IN THE TOP OF A
 FF1488'CONCRETE POST.
 FF1488
 FF1488                          STATION RECOVERY (2002)
 FF1488
 FF1488'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1489 ***********************************************************************
 FF1489  DESIGNATION -  WHT
 FF1489  PID         -  FF1489
 FF1489  STATE/COUNTY-  AR/WHITE
 FF1489  USGS QUAD   -  BEEBE (1994)
 FF1489
 FF1489                         *CURRENT SURVEY CONTROL
 FF1489  ___________________________________________________________________
 FF1489* NAD 83(1986)-  35 00 38.     (N)    091 59 24.     (W)     SCALED    
 FF1489* NAVD 88     -        70.277  (meters)     230.57   (feet)  POSTED    
 FF1489  ___________________________________________________________________
 FF1489  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1489  DYNAMIC HT  -          70.210 (meters)     230.35  (feet)  COMP
 FF1489  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 FF1489
 FF1489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF1489
 FF1489.The horizontal coordinates were scaled from a topographic map and have
 FF1489.an estimated accuracy of +/- 6 seconds.
 FF1489
 FF1489.The orthometric height was determined by differential leveling
 FF1489.and adjusted by the National Geodetic Survey in 1992..
 FF1489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF1489.rate of 0.0 thru 1.0 mm/km.
 FF1489
 FF1489.The geoid height was determined by GEOID03.
 FF1489
 FF1489.The dynamic height is computed by dividing the NAVD 88
 FF1489.geopotential number by the normal gravity value computed on the
 FF1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1489.degrees latitude (g = 980.6199 gals.).
 FF1489
 FF1489.The modeled gravity was interpolated from observed gravity values.
 FF1489
 FF1489;                    North         East    Units  Estimated Accuracy
 FF1489;SPC AR N     -    75,130.      400,910.      MT  (+/- 180 meters Scaled)
 FF1489
 FF1489                          SUPERSEDED SURVEY CONTROL
 FF1489
 FF1489  NGVD 29 (??/??/??)   70.276  (m)          230.56   (f) ADJUSTED    2 0
 FF1489
 FF1489.Superseded values are not recommended for survey control.
 FF1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1489.See file dsdata.txt to determine how the superseded data were derived.
 FF1489
 FF1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU921746(NAD 83)
 FF1489_MARKER: DD = SURVEY DISK
 FF1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1489_STAMPING: WHT 1939
 FF1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1489+STABILITY: SURFACE MOTION
 FF1489
 FF1489  HISTORY     - Date     Condition        Report By
 FF1489  HISTORY     - 1939     MONUMENTED       ARGS
 FF1489  HISTORY     - 20020329 MARK NOT FOUND   USACE
 FF1489
 FF1489                          STATION DESCRIPTION
 FF1489
 FF1489'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939
 FF1489'2.5 MI SE FROM OPAL.
 FF1489'ABOUT 2-1/2 MILES SOUTHEAST ALONG A COUNTY ROAD FROM OPAL, WHITE
 FF1489'COUNTY, AT A ROAD INTERSECTION, 14 FEET NORTHEAST OF THE CENTER
 FF1489'OF THE CROSSROADS, 10 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FF1489'49 FEET EAST OF AN 18-INCH WHITE OAK TREE, AND 22 FEET NORTHEAST
 FF1489'OF A 12-INCH WHITE OAK TREE.  A STATE SURVEY STANDARD DISK,
 FF1489'STAMPED WHT 1939 AND SET IN THE TOP OF A CONCRETE POST.
 FF1489
 FF1489                          STATION RECOVERY (2002)
 FF1489
 FF1489'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1489'THIS STATION PRESUMED DESTROYED DUE TO HIGHWAY BEING WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1517 ***********************************************************************
 DL1517  DESIGNATION -  WHV 16
 DL1517  PID         -  DL1517
 DL1517  STATE/COUNTY-  AR/LAFAYETTE
 DL1517  USGS QUAD   -  BRADLEY SE (1978)
 DL1517
 DL1517                         *CURRENT SURVEY CONTROL
 DL1517  ___________________________________________________________________
 DL1517* NAD 83(1997)-  33 04 48.03586(N)    093 35 18.79287(W)     ADJUSTED  
 DL1517* NAVD 88     -        73.29   (+/-2cm)     240.5    (feet)  VERTCON   
 DL1517  ___________________________________________________________________
 DL1517  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DL1517  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DL1517
 DL1517  HORZ ORDER  -  FIRST
 DL1517  VERT ORDER  -  THIRD ? (See Below)
 DL1517
 DL1517.The horizontal coordinates were established by classical geodetic methods
 DL1517.and adjusted by the National Geodetic Survey in September 1999..
 DL1517
 DL1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1517.The vertical order pertains to the NGVD 29 superseded value.
 DL1517
 DL1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1517
 DL1517.The geoid height was determined by GEOID03.
 DL1517
 DL1517;                    North         East     Units Scale Factor Converg.
 DL1517;SPC AR S     -   446,997.215   251,676.339   MT  1.00005605   -0 53 20.8
 DL1517;SPC AR S     - 1,466,523.36    825,708.12   sFT  1.00005605   -0 53 20.8
 DL1517;SPC LA N     -   286,590.678   898,352.557   MT  1.00012041   -0 34 31.9
 DL1517;SPC LA N     -   940,256.25  2,947,345.01   sFT  1.00012041   -0 34 31.9
 DL1517;UTM  15      - 3,660,310.906   445,069.061   MT  0.99963720   -0 19 16.5
 DL1517
 DL1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1517!SPC AR S     -   0.99999263  x   1.00005605  =   1.00004868
 DL1517!SPC LA N     -   0.99999263  x   1.00012041  =   1.00011304
 DL1517!UTM  15      -   0.99999263  x   0.99963720  =   0.99962983
 DL1517
 DL1517:                Primary Azimuth Mark                     Grid Az
 DL1517:SPC AR S     -  WHV 16 AZ MK                             110 36 17.7
 DL1517:SPC LA N     -  WHV 16 AZ MK                             110 17 28.8
 DL1517:UTM  15      -  WHV 16 AZ MK                             110 02 13.4
 DL1517
 DL1517|---------------------------------------------------------------------|
 DL1517| PID    Reference Object                     Distance      Geod. Az  |
 DL1517|                                                           dddmmss.s |
 DL1517| CX7399 WHV 16 AZ MK                                       1094256.9 |
 DL1517| CX7400 WHV 16 RM 1                          25.525 METERS 18336     |
 DL1517| CX7401 WHV 16 RM 2                          34.875 METERS 29230     |
 DL1517| DL1522 CANFIELD FIRE TOWER 98 AFC          APPROX. 9.9 KM 3313424.6 |
 DL1517| DL1524 CANFIELD BURTON SAWMILL STACK       APPROX.11.3 KM 3361638.9 |
 DL1517|---------------------------------------------------------------------|
 DL1517
 DL1517                          SUPERSEDED SURVEY CONTROL
 DL1517
 DL1517  NAD 83(1997)-  33 04 48.04556(N)    093 35 18.78272(W) AD(       ) 1
 DL1517  NAD 83(1986)-  33 04 48.04676(N)    093 35 18.78198(W) AD(       ) 1
 DL1517  NAD 27      -  33 04 47.56900(N)    093 35 18.15100(W) AD(       ) 1
 DL1517  NGVD 29 (07/19/86)   73.35   (m)          240.6    (f) LEVELING    3  
 DL1517
 DL1517.Superseded values are not recommended for survey control.
 DL1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1517.See file dsdata.txt to determine how the superseded data were derived.
 DL1517
 DL1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4506960311(NAD 83)
 DL1517_MARKER: DB = BENCH MARK DISK
 DL1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1517
 DL1517  HISTORY     - Date     Condition        Report By
 DL1517  HISTORY     - 1950     MONUMENTED       USGS
 DL1517  HISTORY     - 1961     GOOD             CGS
 DL1517  HISTORY     - 1963     GOOD             CGS
 DL1517
 DL1517                          STATION DESCRIPTION
 DL1517
 DL1517'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (RLE)
 DL1517'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST
 DL1517'OF BRADLEY AND 9-1/2 MILES NORTHWEST OF SPRINGHILL, ON THE
 DL1517'NORTH RIGHT-OF-WAY OF AN EAST-WEST GRADED ROAD.  IT IS 41
 DL1517'FEET NORTH OF THE CENTER OF EAST-WEST GRADED ROAD AND 3-1/2
 DL1517'FEET SOUTH OF WITNESS POST.  IT IS A U.S. GEOLOGICAL SURVEY
 DL1517'BENCH MARK DISK SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE
 DL1517'POST PROJECTING 6 INCHES AND STAMPED WHV 16 1949.
 DL1517'
 DL1517'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 42 FEET SOUTH
 DL1517'OF THE CENTER OF THE EAST-WEST GRADED ROAD.  IT IS STAMPED
 DL1517'WHV 16 NO 1 1950 AND PROJECTS 3 INCHES.
 DL1517'
 DL1517'REFERENCE MARK NO 2 IS WEST OF THE STATION, 44 FEET NORTH
 DL1517'OF THE CENTER OF EAST-WEST GRADED ROAD.  IT IS STAMPED WHV
 DL1517'16 NO 2 1950 AND PROJECTS 3 INCHES.
 DL1517'
 DL1517'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 162.26 FEET.
 DL1517'
 DL1517'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 50
 DL1517'FEET NORTH OF THE CENTER OF EAST-WEST GRADED ROAD AND 5
 DL1517'FEET NORTH OF WITNESS POST.  IT IS STAMPED WHV 16 1950 AND
 DL1517'PROJECTS 3 INCHES.  TO REACH FROM THE STATION, GO EAST ON
 DL1517'GRADED ROAD FOR 0.5 MILE TO THE MARK ON THE NORTH SIDE AS
 DL1517'DESCRIBED.
 DL1517'
 DL1517'TO REACH THE STATION FROM CROSSROAD JUST EAST OF THE RAILROAD
 DL1517'STATION IN BRADLEY, GO SOUTHEASTERLY ON GRADED ROAD FOR
 DL1517'4.2 MILES TO STATION ON THE NORTH SIDE AS DESCRIBED.
 DL1517'
 DL1517'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1517
 DL1517                          STATION RECOVERY (1961)
 DL1517
 DL1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 DL1517'THE STATION IS LOCATED ABOUT 4.5 MILES EAST ALONG STATE
 DL1517'HIGHWAY 160 FROM BRADLEY, 9.5 MILES NORTHWEST OF SPRING
 DL1517'HILL, LA. ON THE NORTH RIGHT-OF-WAY OF THE HIGHWAY, AT THE
 DL1517'INTERSECTION OF A DIM WOODS ROAD CROSSING THE HIGHWAY ON
 DL1517'THE TOP OF A LOW GRADE.  IT IS 0.25 MILE WEST OF A BRIDGE
 DL1517'AND 1.1 MILE NORTH AND WEST OF A DIAGONAL CROSSROAD (CCC
 DL1517'REFUGE ROAD.) IT IS 41 FEET NORTH OF THE CENTERLINE OF
 DL1517'46 FEET WEST-SOUTHWEST OF A LONE 18-INCH PINE TREE AND 1
 DL1517'FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD U.S.
 DL1517'GEOLOGICAL DISK, STAMPED WHV 16 1949, SET IN THE TOP OF
 DL1517'AN 8-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 DL1517'
 DL1517'REFERENCE MARK NO. 1 IS 83.74 FEET SOUTH OF THE STATION
 DL1517'IN THE SOUTHWEST ANGLE OF THE CROSSROADS, 11 FEET WEST OF
 DL1517'THE CENTER OF THE WOODS ROAD, 41 FEET SOUTH OF THE CENTERLINE
 DL1517'OF THE HIGHWAY, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 DL1517'POST.  IT IS A STANDARD DISK, STAMPED WHV 16 NO 1 1950,
 DL1517'PROJECTING 6 INCHES.
 DL1517'
 DL1517'REFERENCE MARK NO. 2 IS 114.42 FEET WEST OF THE STATION,
 DL1517'SOUTH-SOUTHWEST OF AN 18-INCH LONE PINE TREE AND 1 FOOT
 DL1517'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 DL1517'WHV 16 NO 2 1950 PROJECTING 4 INCHES.
 DL1517'
 DL1517'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION AT THE
 DL1517'OUTSIDE OF THE FIRST CURVE EAST OF THE STATION.  0.35 MILE
 DL1517'EAST OF A BRIDGE, 0.6 MILE NORTH OF A DIAGONAL CROSSROAD,
 DL1517'74 FEET NORTHWEST OF A WOODS ROAD LEADING NORTHEAST, 52 FEET
 DL1517'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1
 DL1517'FOOT NORTH OF METAL WITNESS POST.  IT IS A STANDARD DISK,
 DL1517'STAMPED WHV 16 1950, PROJECTING 3 INCHES.
 DL1517'
 DL1517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DL1517'29 AND 160 AT THE EAST EDGE OF BRADLEY, GO EAST ON STATE
 DL1517'HIGHWAY 160 FOR 4.2 MILES TO THE STATION ON THE LEFT, CONTINUE
 DL1517'EAST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AT THE
 DL1517'OUTSIDE OF A CURVE.
 DL1517
 DL1517                          STATION RECOVERY (1963)
 DL1517
 DL1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1517'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1517'CONDITION.  TO REACH THE STATION FROM BRADLEY, FROM THE
 DL1517'JUNCTION OF STATE HIGHWAYS 29 AND 160, GO EAST ON STATE
 DL1517'HIGHWAY 160 FOR 3.95 MILES TO TOP OF A LOW HILL AND STATION
 DL1517'ON LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 DL1517'EAST ON THE HIGHWAY FOR 0.6 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0766 ***********************************************************************
 DL0766  DESIGNATION -  WHV 2
 DL0766  PID         -  DL0766
 DL0766  STATE/COUNTY-  AR/LAFAYETTE
 DL0766  USGS QUAD   -  LEWISVILLE (1978)
 DL0766
 DL0766                         *CURRENT SURVEY CONTROL
 DL0766  ___________________________________________________________________
 DL0766* NAD 83(1986)-  33 17 37.     (N)    093 36 18.     (W)     SCALED    
 DL0766* NAVD 88     -        81.592  (meters)     267.69   (feet)  ADJUSTED  
 DL0766  ___________________________________________________________________
 DL0766  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DL0766  DYNAMIC HT  -          81.505 (meters)     267.40  (feet)  COMP
 DL0766  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 DL0766
 DL0766  VERT ORDER  -  FIRST     CLASS II
 DL0766
 DL0766.The horizontal coordinates were scaled from a topographic map and have
 DL0766.an estimated accuracy of +/- 6 seconds.
 DL0766
 DL0766.The orthometric height was determined by differential leveling
 DL0766.and adjusted by the National Geodetic Survey in June 1991..
 DL0766
 DL0766.The geoid height was determined by GEOID03.
 DL0766
 DL0766.The dynamic height is computed by dividing the NAVD 88
 DL0766.geopotential number by the normal gravity value computed on the
 DL0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0766.degrees latitude (g = 980.6199 gals.).
 DL0766
 DL0766.The modeled gravity was interpolated from observed gravity values.
 DL0766
 DL0766;                    North         East    Units  Estimated Accuracy
 DL0766;SPC AR S     -   470,710.      250,510.      MT  (+/- 180 meters Scaled)
 DL0766
 DL0766                          SUPERSEDED SURVEY CONTROL
 DL0766
 DL0766  NGVD 29 (??/??/92)   81.638  (m)          267.84   (f) ADJ UNCH    1 2
 DL0766
 DL0766.Superseded values are not recommended for survey control.
 DL0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0766.See file dsdata.txt to determine how the superseded data were derived.
 DL0766
 DL0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS436840(NAD 83)
 DL0766_MARKER: DD = SURVEY DISK
 DL0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0766_STAMPING: WHV 2 TT 268 1949
 DL0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0766+STABILITY: SURFACE MOTION
 DL0766
 DL0766  HISTORY     - Date     Condition        Report By
 DL0766  HISTORY     - 1949     MONUMENTED       USGS
 DL0766  HISTORY     - 1960     GOOD             NGS
 DL0766  HISTORY     - 1963     GOOD             NGS
 DL0766
 DL0766                          STATION DESCRIPTION
 DL0766
 DL0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0766'5.1 MI SW FROM LEWISVILLE.
 DL0766'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0766'STATION AT LEWISVILLE, THENCE 4.4 MILES SOUTH ALONG THE ST. LOUIS
 DL0766'SOUTHWESTERN RAILWAY, IN SECTION 5, T 17 S, R 24 W, 0.3 MILE NORTH OF
 DL0766'MILEPOST 395, 123 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 47
 DL0766'FEET EAST OF THE EAST RAIL, 175 FEET SOUTH OF AND ACROSS A DIRT ROAD
 DL0766'FROM A 36-INCH OAK TREE, 117 FEET SOUTH OF THE CENTER LINE OF A DIRT
 DL0766'ROAD, 46 1/2 FEET NORTH OF A TELEPHONE POLE 1.8 FEET NORTHWEST OF A
 DL0766'METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE TRACK, AND IN THE TOP
 DL0766'OF A CONCRETE POST PROJECTING 15 INCHES.
 DL0766
 DL0766                          STATION RECOVERY (1963)
 DL0766
 DL0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0769 ***********************************************************************
 DL0769  DESIGNATION -  WHV 3
 DL0769  PID         -  DL0769
 DL0769  STATE/COUNTY-  AR/LAFAYETTE
 DL0769  USGS QUAD   -  LEWISVILLE (1978)
 DL0769
 DL0769                         *CURRENT SURVEY CONTROL
 DL0769  ___________________________________________________________________
 DL0769* NAD 83(1986)-  33 15 26.     (N)    093 36 52.     (W)     SCALED    
 DL0769* NAVD 88     -        78.577  (meters)     257.80   (feet)  ADJUSTED  
 DL0769  ___________________________________________________________________
 DL0769  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DL0769  DYNAMIC HT  -          78.492 (meters)     257.52  (feet)  COMP
 DL0769  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 DL0769
 DL0769  VERT ORDER  -  FIRST     CLASS II
 DL0769
 DL0769.The horizontal coordinates were scaled from a topographic map and have
 DL0769.an estimated accuracy of +/- 6 seconds.
 DL0769
 DL0769.The orthometric height was determined by differential leveling
 DL0769.and adjusted by the National Geodetic Survey in June 1991..
 DL0769
 DL0769.The geoid height was determined by GEOID03.
 DL0769
 DL0769.The dynamic height is computed by dividing the NAVD 88
 DL0769.geopotential number by the normal gravity value computed on the
 DL0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0769.degrees latitude (g = 980.6199 gals.).
 DL0769
 DL0769.The modeled gravity was interpolated from observed gravity values.
 DL0769
 DL0769;                    North         East    Units  Estimated Accuracy
 DL0769;SPC AR S     -   466,690.      249,570.      MT  (+/- 180 meters Scaled)
 DL0769
 DL0769                          SUPERSEDED SURVEY CONTROL
 DL0769
 DL0769  NGVD 29 (??/??/92)   78.625  (m)          257.96   (f) ADJ UNCH    1 2
 DL0769
 DL0769.Superseded values are not recommended for survey control.
 DL0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0769.See file dsdata.txt to determine how the superseded data were derived.
 DL0769
 DL0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS427799(NAD 83)
 DL0769_MARKER: DD = SURVEY DISK
 DL0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0769_STAMPING: WHV 3 TT 258 1949
 DL0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0769+STABILITY: SURFACE MOTION
 DL0769
 DL0769  HISTORY     - Date     Condition        Report By
 DL0769  HISTORY     - 1949     MONUMENTED       USGS
 DL0769  HISTORY     - 1960     GOOD             NGS
 DL0769  HISTORY     - 1963     GOOD             NGS
 DL0769
 DL0769                          STATION DESCRIPTION
 DL0769
 DL0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0769'7.7 MI SW FROM LEWISVILLE.
 DL0769'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0769'STATION AT LEWISVILLE, THENCE 7.0 MILES SOUTH ALONG THE ST. LOUIS
 DL0769'SOUTHWESTERN RAILWAY, IN SECTION 29, T 17 S, R 24 W, 0.3 MILE SOUTH OF
 DL0769'MILEPOST 397, 43 1/2 FEET EAST OF THE EAST RAIL, 4 FEET WEST OF A
 DL0769'TELEPHONE POLE, 4 FEET WEST OF A FENCE, 1 1/2 FEET NORTH OF A METAL
 DL0769'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 DL0769'POST PROJECTING 5 INCHES.
 DL0769
 DL0769                          STATION RECOVERY (1963)
 DL0769
 DL0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2092 ***********************************************************************
 FF2092  DESIGNATION -  WICK
 FF2092  PID         -  FF2092
 FF2092  STATE/COUNTY-  AR/CROSS
 FF2092  USGS QUAD   -  HAMLIN (1984)
 FF2092
 FF2092                         *CURRENT SURVEY CONTROL
 FF2092  ___________________________________________________________________
 FF2092* NAD 83(1997)-  35 09 48.05089(N)    090 56 07.03162(W)     ADJUSTED  
 FF2092* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 FF2092  ___________________________________________________________________
 FF2092  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FF2092  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF2092
 FF2092  HORZ ORDER  -  FIRST
 FF2092
 FF2092.The horizontal coordinates were established by classical geodetic methods
 FF2092.and adjusted by the National Geodetic Survey in September 1999..
 FF2092
 FF2092.The orthometric height was scaled from a topographic map.
 FF2092
 FF2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2092
 FF2092.The geoid height was determined by GEOID03.
 FF2092
 FF2092;                    North         East     Units Scale Factor Converg.
 FF2092;SPC AR N     -    92,607.480   496,996.687   MT  0.99996275   +0 37 10.4
 FF2092;SPC AR N     -   303,829.71  1,630,563.30   sFT  0.99996275   +0 37 10.4
 FF2092;UTM  15      - 3,893,109.739   688,047.150   MT  1.00003582   +1 11 22.0
 FF2092
 FF2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2092!SPC AR N     -   0.99999406  x   0.99996275  =   0.99995681
 FF2092!UTM  15      -   0.99999406  x   1.00003582  =   1.00002988
 FF2092
 FF2092:                Primary Azimuth Mark                     Grid Az
 FF2092:SPC AR N     -  WICK AZ MK                               077 18 27.4
 FF2092:UTM  15      -  WICK AZ MK                               076 44 15.8
 FF2092
 FF2092|---------------------------------------------------------------------|
 FF2092| PID    Reference Object                     Distance      Geod. Az  |
 FF2092|                                                           dddmmss.s |
 FF2092| CI4928 WICK AZ MK                                         0775537.8 |
 FF2092| FF2093 TRAV STA                             20.412 METERS 20614     |
 FF2092| CI4930 WICK RM 2                            29.129 METERS 20956     |
 FF2092| CI4929 WICK RM 1                            33.957 METERS 35517     |
 FF2092|---------------------------------------------------------------------|
 FF2092
 FF2092                          SUPERSEDED SURVEY CONTROL
 FF2092
 FF2092  NAD 83(1997)-  35 09 48.05763(N)    090 56 07.02856(W) AD(       ) 1
 FF2092  NAD 83(1986)-  35 09 48.06027(N)    090 56 07.03098(W) AD(       ) 1
 FF2092  NAD 27      -  35 09 47.73800(N)    090 56 06.60610(W) AD(       ) 1
 FF2092
 FF2092.Superseded values are not recommended for survey control.
 FF2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2092.See file dsdata.txt to determine how the superseded data were derived.
 FF2092
 FF2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8804793110(NAD 83)
 FF2092_MARKER: DS = TRIANGULATION STATION DISK
 FF2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2092
 FF2092  HISTORY     - Date     Condition        Report By
 FF2092  HISTORY     - 1954     MONUMENTED       CGS
 FF2092  HISTORY     - 1975     GOOD             USGS
 FF2092
 FF2092                          STATION DESCRIPTION
 FF2092
 FF2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2092'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF WYNNE,
 FF2092'ABOUT 8 MILES NORTHWEST OF COLT, 118 FEET SOUTHEAST OF A
 FF2092'T ROAD JUNCTION, 32 FEET EAST OF THE CENTER OF A GRAVELED
 FF2092'ROAD AND 26 FEET NORTH NORTHEAST OF A FENCE CORNER.  IT PROJECTS
 FF2092'4 INCHES AND IS STAMPED WICK 1954.
 FF2092'
 FF2092'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE CENTER OF A
 FF2092'GRAVELED ROAD AND 23 FEET SOUTH OF THE CENTER OF A GRAVELED
 FF2092'ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED WICK NO 1 1954.
 FF2092'
 FF2092'REFERENCE MARK NO. 2 IS 38 FEET SOUTH OF THE CENTER OF A
 FF2092'DRIVEWAY, 18 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 FF2092'AND 1 FOOT NORTH OF A FENCE CORNER.  IT PROJECTS 3 INCHES
 FF2092'AND IS STAMPED WICK NO 2 1954.
 FF2092'
 FF2092'A TRAVERSE CONNECTION WAS MADE TO A U.S. ENGINEERS MARK THAT
 FF2092'IS SET IN THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 41 FEET
 FF2092'SOUTHWEST OF A FENCE CORNER AND 29-1/2 FEET NORTHEAST OF
 FF2092'ANOTHER FENCE CORNER.  THE DISK IS A STANDARD U.S. ENGINEERS
 FF2092'DISK BRAZED TO THE TOP OF AN IRON PIPE.  IT IS STAMPED TRAV
 FF2092'STA AND IT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FF2092'
 FF2092'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF A DRIVEWAY,
 FF2092'21 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 4 FEET
 FF2092'WEST OF A HIGH LINE POLE AND 6 INCHES NORTH OF AN EAST-WEST
 FF2092'FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED WICK 1954.
 FF2092'
 FF2092'TO REACH THE STATION FROM THE POST OFFICE IN COLT GO WEST
 FF2092'AND NORTHWEST ON GRAVELED ROAD FOR 4.35 MILES TO A T ROAD
 FF2092'RIGHT, TURN RIGHT AND FOLLOW GRAVELED ROAD NORTHWESTERLY
 FF2092'FOR 1.4 MILES TO A T ROAD LEFT, TURN LEFT, WEST, AND GO
 FF2092'2.0 MILES TO A T ROAD LEFT AND PRIVETTS GROCERY STORE ON
 FF2092'THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.2 MILE
 FF2092'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR 0.25
 FF2092'MILE TO A T ROAD LEFT, TURN LEFT AND GO 118 FEET SOUTH TO
 FF2092'THE STATION ON THE LEFT AS DESCRIBED.
 FF2092'
 FF2092'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF2092
 FF2092                          STATION RECOVERY (1975)
 FF2092
 FF2092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 FF2092'STA. MK. - OK RM 2 AND AZ. MK. - OK RM 1 AND TRAVERSE
 FF2092'STATION - NF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0886 ***********************************************************************
 EK0886  DESIGNATION -  WICKES
 EK0886  PID         -  EK0886
 EK0886  STATE/COUNTY-  AR/POLK
 EK0886  USGS QUAD   -  WICKES (1985)
 EK0886
 EK0886                         *CURRENT SURVEY CONTROL
 EK0886  ___________________________________________________________________
 EK0886* NAD 83(1997)-  34 18 57.50673(N)    094 20 54.79645(W)     ADJUSTED  
 EK0886* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 EK0886  ___________________________________________________________________
 EK0886  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 EK0886  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EK0886
 EK0886  HORZ ORDER  -  THIRD
 EK0886
 EK0886.The horizontal coordinates were established by classical geodetic methods
 EK0886.and adjusted by the National Geodetic Survey in September 1999..
 EK0886
 EK0886.The orthometric height was scaled from a topographic map.
 EK0886
 EK0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0886
 EK0886.The geoid height was determined by GEOID03.
 EK0886
 EK0886;                    North         East     Units Scale Factor Converg.
 EK0886;SPC AR S     -   585,408.869   183,869.933   MT  0.99993050   -1 18 52.1
 EK0886;SPC AR S     - 1,920,628.93    603,246.61   sFT  0.99993050   -1 18 52.1
 EK0886;SPC OK S     -   115,075.373   935,992.682   MT  0.99994684   +2 04 21.4
 EK0886;SPC OK S     -   377,543.12  3,070,835.99   sFT  0.99994684   +2 04 21.4
 EK0886;UTM  15      - 3,798,014.741   375,922.704   MT  0.99978977   -0 45 37.3
 EK0886
 EK0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0886!SPC AR S     -   0.99995148  x   0.99993050  =   0.99988199
 EK0886!SPC OK S     -   0.99995148  x   0.99994684  =   0.99989833
 EK0886!UTM  15      -   0.99995148  x   0.99978977  =   0.99974126
 EK0886
 EK0886|---------------------------------------------------------------------|
 EK0886| PID    Reference Object                     Distance      Geod. Az  |
 EK0886|                                                           dddmmss.s |
 EK0886| CX7403 WICKES RM 1                          23.544 METERS 05047     |
 EK0886| CX7402 WICKES AZ MK                                       1470416.0 |
 EK0886| EK0889 WHISKEY 2                           APPROX. 7.1 KM 2975036.5 |
 EK0886| EK0891 WHISKEY MTN LOOKOUT TOWER           APPROX. 7.1 KM 2980117.9 |
 EK0886| CX7404 WICKES RM 2                          20.550 METERS 31333     |
 EK0886|---------------------------------------------------------------------|
 EK0886
 EK0886                          SUPERSEDED SURVEY CONTROL
 EK0886
 EK0886  NAD 83(1997)-  34 18 57.50960(N)    094 20 54.79553(W) AD(       ) 3
 EK0886  NAD 83(1986)-  34 18 57.51309(N)    094 20 54.78987(W) AD(       ) 3
 EK0886  NAD 27      -  34 18 57.12000(N)    094 20 54.04000(W) AD(       ) 3
 EK0886
 EK0886.Superseded values are not recommended for survey control.
 EK0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0886.See file dsdata.txt to determine how the superseded data were derived.
 EK0886
 EK0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7592398015(NAD 83)
 EK0886_MARKER: DS = TRIANGULATION STATION DISK
 EK0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0886
 EK0886  HISTORY     - Date     Condition        Report By
 EK0886  HISTORY     - 1952     MONUMENTED       CGS
 EK0886  HISTORY     - 1961     GOOD             CGS
 EK0886  HISTORY     - 1985     GOOD             LOCSUR
 EK0886
 EK0886                          STATION DESCRIPTION
 EK0886
 EK0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0886'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE VILLAGE
 EK0886'OF WICKES, ON A WOODED RIDGE 0.1 MILE EAST OF U.S. HIGHWAY
 EK0886'71.  IT IS 26 FEET WEST-NORTHWEST OF A 14 INCH OAK TREE WITH
 EK0886'A TRIANGLE BLAZE AND 24 FEET SOUTH OF THE CENTERLINE OF A
 EK0886'GRAVELED ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 EK0886'STAMPED WICKES 1952.
 EK0886'
 EK0886'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTERLINE OF THE
 EK0886'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 EK0886'WICKES NO 1 1952.
 EK0886'
 EK0886'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE CENTERLINE OF
 EK0886'THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 EK0886'WICKES NO 2 1952.
 EK0886'
 EK0886'AZIMUTH MARK IS 42 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 EK0886'71, 7 FEET EAST OF THE EDGE OF THE CUT BANK OF ROAD, 5 FEET
 EK0886'WEST OF A TELEPHONE POLE AND 3 FEET EAST OF A WITNESS POST.
 EK0886'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WICKES
 EK0886'1952.
 EK0886'
 EK0886'TO REACH FROM THE RAILROAD STATION IN WICKES, GO NORTHERLY
 EK0886'ON U.S. HIGHWAY 71 FOR 1.2 MILES TO A SIDE ROAD RIGHT JUST
 EK0886'BEFORE REACHING A RAILROAD OVERPASS, TURN RIGHT (EAST) 0.1
 EK0886'MILE TO THE STATION ON THE RIGHT.
 EK0886'
 EK0886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.1 MILE
 EK0886'TO U.S. HIGHWAY 71, TURN LEFT (SOUTH) ON HIGHWAY 71 FOR
 EK0886'0.35 MILE TO THE MARK ON THE LEFT AT THE TOP OF CUT ROAD BANK.
 EK0886'
 EK0886'NOTE--THE AZIMUTH MARK IS NOT V.G.
 EK0886'
 EK0886'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EK0886
 EK0886                          STATION RECOVERY (1961)
 EK0886
 EK0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0886'STATION RECOVERED AS DESCRIBED AND STATION AND R.M. NO. 2
 EK0886'FOUND IN GOOD CONDITION.  THE DISK HAS BEEN BROKEN OFF THE
 EK0886'STEM AT R.M. NO. 1 BUT THE STEM REMAINS IN THE CONCRETE
 EK0886'AND THE CENTER OF THE STEM WOULD BE ACCURATE ENOUGH FOR STATION
 EK0886'RECOVERY.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAS APPARENTLY
 EK0886'BEEN DESTROYED.  THE HIGHWAY BANK HAS BEEN GRADED DOWN AND
 EK0886'A NEW HOUSE BUILT AT THE DESCRIBED LOCATION.  A NEW AZIMUTH
 EK0886'MARK WAS NOT ESTABLISHED AT THIS TIME AS NO OBJECTS WERE
 EK0886'VISABLE FROM THE GROUND AT THE STATION.
 EK0886
 EK0886                          STATION RECOVERY (1985)
 EK0886
 EK0886'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (JMH)
 EK0886'WICKES 1952 STATION MARK FOUND GOOD.
 EK0886'WICKES RM NO. 1 NOT RECOVERED.
 EK0886'WICKES NO. 2 1952 GOOD CONDITION.
 EK0886'AZ MARK NO SEARCH MADE, SEE NOTES OF 1961 RECOVERY.
 EK0886'
 EK0886'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. NW OF WICKES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0620 ***********************************************************************
 FF0620  DESIGNATION -  WIDENER
 FF0620  PID         -  FF0620
 FF0620  STATE/COUNTY-  AR/ST FRANCIS
 FF0620  USGS QUAD   -  MADISON (1993)
 FF0620
 FF0620                         *CURRENT SURVEY CONTROL
 FF0620  ___________________________________________________________________
 FF0620* NAD 83(1997)-  35 01 43.02507(N)    090 40 20.23359(W)     ADJUSTED  
 FF0620* NAVD 88     -        62.099  (meters)     203.74   (feet)  ADJUSTED  
 FF0620  ___________________________________________________________________
 FF0620  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FF0620  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FF0620  DYNAMIC HT  -          62.042 (meters)     203.55  (feet)  COMP
 FF0620  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FF0620
 FF0620  HORZ ORDER  -  FIRST
 FF0620  VERT ORDER  -  FIRST     CLASS II
 FF0620
 FF0620.The horizontal coordinates were established by classical geodetic methods
 FF0620.and adjusted by the National Geodetic Survey in September 1999..
 FF0620
 FF0620.The orthometric height was determined by differential leveling
 FF0620.and adjusted by the National Geodetic Survey in June 1991..
 FF0620
 FF0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0620
 FF0620.The geoid height was determined by GEOID03.
 FF0620
 FF0620.The dynamic height is computed by dividing the NAVD 88
 FF0620.geopotential number by the normal gravity value computed on the
 FF0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0620.degrees latitude (g = 980.6199 gals.).
 FF0620
 FF0620.The modeled gravity was interpolated from observed gravity values.
 FF0620
 FF0620;                    North         East     Units Scale Factor Converg.
 FF0620;SPC AR N     -    77,953.139   521,156.490   MT  0.99998263   +0 46 21.3
 FF0620;SPC AR N     -   255,751.26  1,709,827.58   sFT  0.99998263   +0 46 21.3
 FF0620;UTM  15      - 3,878,693.439   712,353.764   MT  1.00015579   +1 20 11.7
 FF0620
 FF0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0620!SPC AR N     -   0.99999450  x   0.99998263  =   0.99997713
 FF0620!UTM  15      -   0.99999450  x   1.00015579  =   1.00015029
 FF0620
 FF0620|---------------------------------------------------------------------|
 FF0620| PID    Reference Object                     Distance      Geod. Az  |
 FF0620|                                                           dddmmss.s |
 FF0620| FF0621 WIDENER RM 1                         11.091 METERS 12437     |
 FF0620| FF0612 CREEK                               APPROX. 6.7 KM 2445719.1 |
 FF0620|---------------------------------------------------------------------|
 FF0620
 FF0620                          SUPERSEDED SURVEY CONTROL
 FF0620
 FF0620  NAD 83(1997)-  35 01 43.02867(N)    090 40 20.23189(W) AD(       ) 1
 FF0620  NAD 83(1997)-  35 01 43.03358(N)    090 40 20.23240(W) AD(       ) 1
 FF0620  NAD 83(1986)-  35 01 43.03460(N)    090 40 20.23254(W) AD(       ) 1
 FF0620  NAD 27      -  35 01 42.70480(N)    090 40 19.84520(W) AD(       ) 1
 FF0620  NGVD 29 (??/??/??)   62.082  (m)          203.68   (f) ADJUSTED    1 2
 FF0620
 FF0620.Superseded values are not recommended for survey control.
 FF0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0620.See file dsdata.txt to determine how the superseded data were derived.
 FF0620
 FF0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1235478693(NAD 83)
 FF0620_MARKER: DS = TRIANGULATION STATION DISK
 FF0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0620_STAMPING: WIDENER 1916 1920 BM
 FF0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0620
 FF0620  HISTORY     - Date     Condition        Report By
 FF0620  HISTORY     - 1916     MONUMENTED       CGS
 FF0620  HISTORY     - 1920     GOOD             CGS
 FF0620  HISTORY     - 1930     MARK NOT FOUND   CGS
 FF0620  HISTORY     - 1935     GOOD             CGS
 FF0620  HISTORY     - 1955     GOOD             CGS
 FF0620  HISTORY     - 1955     GOOD             CGS
 FF0620  HISTORY     - 1957     GOOD             CGS
 FF0620
 FF0620                          STATION DESCRIPTION
 FF0620
 FF0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 FF0620'STATION IS ON RIGHT-OF-WAY OF CHICAGO, ROCK ISLAND AND PACIFIC
 FF0620'RAILWAY, AT CURVE ABOUT 2/3 MILE E OF WIDENER RAILWAY STATION,
 FF0620'ON PROLONGATION OF EASTWARD TANGENT TO CURVE OF N RAIL OF MAIN
 FF0620'TRACK, 170 METERS (558 FEET) W OF POINT OF TANGENCY, 38.70
 FF0620'METERS (127.0 FEET) NE OF THIRTIETH TELEGRAPH POLE W OF MILEPOST
 FF0620'37, 161 METERS (528 FEET) W OF W ABUTMENT OF BRIDGE NO. 376,
 FF0620'4.98 METERS (16.3 FEET) S OF S RAIL OF MAIN TRACK, AND ABOUT
 FF0620'2 METERS (7 FEET) BELOW RAIL.
 FF0620'
 FF0620'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FF0620'IN CONCRETE.
 FF0620'
 FF0620'A STANDARD REFERENCE DISK SET IN CONCRETE, IS 0.5
 FF0620'METER (1.6 FEET) N OF S FENCE LINE OF RIGHT-OF-WAY, ABOUT
 FF0620'4 METERS (13 FEET) BELOW STATION, AND 11.091 METERS (36.39
 FF0620'FEET) FROM STATION, S 55 DEG 23 MIN E.
 FF0620
 FF0620                          STATION RECOVERY (1920)
 FF0620
 FF0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FF0620'IN 1920 STATION MARK WAS STAMPED WITH NAME AND DATES 1916,
 FF0620'1920, BUT REFERENCE MARK COULD NOT BE FOUND.  IN 1930 IT WAS
 FF0620'
 FF0620'ELEVATION OF STATION IS 62.097 METERS (203.730 FEET) OF
 FF0620'REFERENCE MARK, 60.585 METERS (198.879 FEET).
 FF0620
 FF0620                          STATION RECOVERY (1930)
 FF0620
 FF0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 FF0620'REPORTED THAT STATION MARK WAS PROBABLY COVERED BY ENLARGEMENT
 FF0620'OF FILL.
 FF0620
 FF0620                          STATION RECOVERY (1935)
 FF0620
 FF0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FF0620'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, ABOUT 2
 FF0620'FEET BELOW GROUND SURFACE OF RAILROAD FILL.  IT IS 38.14
 FF0620'METERS (125.03 FEET) NE OF 29TH TELEGRAPH POLE W OF MILEPOST
 FF0620'37, 6.01 METERS (19.72 FEET) NW OF 28TH TELEGRAPH POLE W OF
 FF0620'MILEPOST 37, (MILEPOSTS HAVE BEEN CHANGED SINCE ORIGINAL
 FF0620'DESCRIPTION WAS MADE) 5.32 METERS (17.46 FEET) S OF S RAILROAD
 FF0620'RAIL, ABOUT 3 METERS (9.8 FEET) BELOW RAILROAD GRADE AND 37.161
 FF0620'METERS (528 FEET) W OF W ABUTMENT OF RAILROAD BRIDGE NO.
 FF0620'376.
 FF0620'
 FF0620'REFERENCE MARK NO. 1 (1916) RECOVERED IN GOOD CONDITION, 0.5
 FF0620'METER (1.6 FEET) N OF S FENCE LINE OF RIGHT-OF-WAY, ABOUT 4
 FF0620'METERS (13 FEET) BELOW STATION, AND 10.98 METERS (36.03 FEET)
 FF0620'FROM IT, S 55 DEG 28 MIN 39 SEC E.  MARK IS FLUSH
 FF0620'WITH GROUND.
 FF0620'
 FF0620'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 FF0620'IN A 14- BY 14- BY 30-INCH CONCRETE PIER 1-1/2 INCHES ABOVE
 FF0620'GROUND SURFACE, 3 FEET N OF JUNCTION OF E-W AND N-S WIRE
 FF0620'FENCES, 3.79 METERS (12.42 FEET) S OF 29TH TELEGRAPH POLE W
 FF0620'OF MILEPOST 37, AND 37.84 METERS (124.23 FEET) FROM STATION,
 FF0620'S 45 DEG 55 MIN 45 SEC W.
 FF0620'
 FF0620'DISTANCE R.M.NO.2 TO R.M.NO.1 41.64 METERS (136.60 FEET),
 FF0620'N 60 DEG 58 MIN 45 SEC E.
 FF0620
 FF0620                          STATION RECOVERY (1955)
 FF0620
 FF0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CS)
 FF0620'STATION IS LOCATED ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0620'RAILROAD ABOUT 0.8 MILE NORTHEAST OF THE CROSSING OF STATE
 FF0620'HIGHWAY 38-50 AT WIDENER, 0.3 MILE NORTHEAST OF MILE POLE 38,
 FF0620'ON THE OUTSIDE OF A CURVE IN TRACK, ON FILL OF TRACK, 19 FEET
 FF0620'(SLOPE) SOUTHEAST OF SOUTHEAST RAIL, 21.4 FEET WEST-NORTHWEST
 FF0620'OF THE 28TH TELEPHONE POLE SOUTHWEST OF MILE POLE 37, 164 YARDS
 FF0620'SOUTHWEST OF SOUTHWEST END OF TRESTLE NO. 37.6, ABOUT 9 FEET
 FF0620'BELOW LEVEL OF TRACK AND IN A CONCRETE POST ABOUT 2 FEET BELOW
 FF0620'FILL.  THE MARK IS STAMPED WIDENER 1916 1920 BM.
 FF0620'
 FF0620'REFERENCE MARK NO. 1 IS 35.92 FEET (10.951 METERS) EAST-SOUTHEAST
 FF0620'OF THE STATION, 52 FEET SOUTHEAST OF SOUTHEAST RAIL (SLOPE),
 FF0620'14-1/2 FEET EAST OF THE 28TH TELEPHONE POLE SOUTHWEST OF MILE
 FF0620'POLE 37, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0620'15 FEET BELOW LEVEL OF TRACK, IN A CONCRETE POST ABOUT 2 INCHES
 FF0620'UNDERGROUND AND STAMPED RM 1 BM.
 FF0620'
 FF0620'REFERENCE MARK NO. 2 IS 124.05 FEET SOUTH-SOUTHWEST OF THE
 FF0620'STATION, 50 FEET SOUTHEAST (SLOPE) OF SOUTHEAST RAIL, 12-1/2
 FF0620'FEET SOUTHEAST OF THE 29TH TELEPHONE POLE SOUTHWEST OF MILE
 FF0620'POLE 37, 3 FEET NORTHWEST OF A FENCE LINE, 10 FEET WEST OF
 FF0620'A FENCE CORNER, ABOUT 12 FEET BELOW LEVEL OF TRACK, IN A
 FF0620'CONCRETE POST PROJECTING 1 INCH AND STAMPED WIDENER 1916 1920
 FF0620'RM 2.
 FF0620'
 FF0620'THE STATION IS LOCATED ON FILL OF TRACK AND IS SUBJECT OF
 FF0620'MOVEMENT.
 FF0620
 FF0620                          STATION RECOVERY (1955)
 FF0620
 FF0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FF0620'0.8 MI NE FROM WIDENER.
 FF0620'ABOUT 0.8 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0620'PACIFIC RAILROAD FROM THE CROSSING OF STATE HIGHWAYS 38 AND 50
 FF0620'AT WIDENER, ABOUT 0.3 MILE NORTHEAST OF MILE POLE 38, ABOUT 164
 FF0620'YARDS SOUTHWEST OF SOUTHWEST END OF TRESTLE NO. 376, 19 FEET
 FF0620'(SLANTING MEASURE) SOUTHEAST OF SOUTHEAST RAIL AND ON OUTSIDE
 FF0620'OF A SLIGHT CURVE IN TRACK, IN THE SOUTHEAST SLOPE AND ABOUT
 FF0620'MIDWAY DOWN RAILROAD FILL, 21.4 FEET WEST-NORTHWEST OF THE 28TH
 FF0620'TELEPHONE POLE SOUTHWEST OF MILE POLE 37, 36.3 FEET WEST-NORTHWEST
 FF0620'OF RM NO. 1, 124.2 FEET EAST-NORTHEAST OF RM NO. 2, ABOUT 7
 FF0620'FEET BELOW LEVEL OF TRACK AND ABOUT 2 FEET UNDER RAILROAD FILL.
 FF0620
 FF0620                          STATION RECOVERY (1957)
 FF0620
 FF0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 FF0620'THE STATION WAS RECOVERED AS DESCRIBED BY E.R.H. IN 1935
 FF0620'AND THE STATION MARK, AND BOTH REFERENCE MARKS WERE FOUND
 FF0620'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0621 ***********************************************************************
 FF0621  DESIGNATION -  WIDENER RM 1
 FF0621  PID         -  FF0621
 FF0621  STATE/COUNTY-  AR/ST FRANCIS
 FF0621  USGS QUAD   -  MADISON (1993)
 FF0621
 FF0621                         *CURRENT SURVEY CONTROL
 FF0621  ___________________________________________________________________
 FF0621* NAD 83(1986)-  35 01 43.     (N)    090 40 20.     (W)     SCALED    
 FF0621* NAVD 88     -        60.664  (meters)     199.03   (feet)  ADJUSTED  
 FF0621  ___________________________________________________________________
 FF0621  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FF0621  DYNAMIC HT  -          60.609 (meters)     198.85  (feet)  COMP
 FF0621  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FF0621
 FF0621  VERT ORDER  -  FIRST     CLASS II
 FF0621
 FF0621.The horizontal coordinates were scaled from a topographic map and have
 FF0621.an estimated accuracy of +/- 6 seconds.
 FF0621
 FF0621.The orthometric height was determined by differential leveling
 FF0621.and adjusted by the National Geodetic Survey in June 1991..
 FF0621
 FF0621.The geoid height was determined by GEOID03.
 FF0621
 FF0621.The dynamic height is computed by dividing the NAVD 88
 FF0621.geopotential number by the normal gravity value computed on the
 FF0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0621.degrees latitude (g = 980.6199 gals.).
 FF0621
 FF0621.The modeled gravity was interpolated from observed gravity values.
 FF0621
 FF0621;                    North         East    Units  Estimated Accuracy
 FF0621;SPC AR N     -    77,950.      521,160.      MT  (+/- 180 meters Scaled)
 FF0621
 FF0621                          SUPERSEDED SURVEY CONTROL
 FF0621
 FF0621  NGVD 29 (??/??/??)   60.647  (m)          198.97   (f) ADJUSTED    1 2
 FF0621
 FF0621.Superseded values are not recommended for survey control.
 FF0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0621.See file dsdata.txt to determine how the superseded data were derived.
 FF0621
 FF0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU123786(NAD 83)
 FF0621_MARKER: DR = REFERENCE MARK DISK
 FF0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0621_STAMPING: RM 1 BM
 FF0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0621+STABILITY: SURFACE MOTION
 FF0621
 FF0621  HISTORY     - Date     Condition        Report By
 FF0621  HISTORY     - 1916     MONUMENTED       CGS
 FF0621  HISTORY     - 1955     GOOD             CGS
 FF0621
 FF0621                          STATION DESCRIPTION
 FF0621
 FF0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0621'0.8 MI NE FROM WIDENER.
 FF0621'ABOUT 0.8 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0621'PACIFIC RAILROAD FROM THE CROSSING OF STATE HIGHWAYS 38 AND 50
 FF0621'AT WIDENER, ABOUT 0.3 MILE NORTHEAST OF MILE POLE 38, ON THE
 FF0621'OUTSIDE OF A SLIGHT CURVE IN TRACK, 52 FEET SOUTHEAST (SLANTING
 FF0621'MEASURE) OF SOUTHEAST RAIL, 159 YARDS SOUTHWEST OF SOUTHWEST
 FF0621'END OF TRESTLE NO. 376, 14 1/2 FEET EAST OF THE 28TH TELEPHONE
 FF0621'POLE SOUTHWEST OF MILE POLE 37, 1 FOOT NORTHWEST OF A FENCE LINE,
 FF0621'36.3 FEET EAST-SOUTHEAST OF STATION, 136.6 FEET NORTHEAST OF
 FF0621'RM NO. 2, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0621'14 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FF0621'POST ABOUT 2 INCHES UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0622 ***********************************************************************
 FF0622  DESIGNATION -  WIDENER RM 2
 FF0622  PID         -  FF0622
 FF0622  STATE/COUNTY-  AR/ST FRANCIS
 FF0622  USGS QUAD   -  MADISON (1993)
 FF0622
 FF0622                         *CURRENT SURVEY CONTROL
 FF0622  ___________________________________________________________________
 FF0622* NAD 83(1986)-  35 01 42.     (N)    090 40 19.     (W)     SCALED    
 FF0622* NAVD 88     -        61.475  (meters)     201.69   (feet)  ADJUSTED  
 FF0622  ___________________________________________________________________
 FF0622  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FF0622  DYNAMIC HT  -          61.420 (meters)     201.51  (feet)  COMP
 FF0622  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FF0622
 FF0622  VERT ORDER  -  FIRST     CLASS II
 FF0622
 FF0622.The horizontal coordinates were scaled from a topographic map and have
 FF0622.an estimated accuracy of +/- 6 seconds.
 FF0622
 FF0622.The orthometric height was determined by differential leveling
 FF0622.and adjusted by the National Geodetic Survey in June 1991..
 FF0622
 FF0622.The geoid height was determined by GEOID03.
 FF0622
 FF0622.The dynamic height is computed by dividing the NAVD 88
 FF0622.geopotential number by the normal gravity value computed on the
 FF0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0622.degrees latitude (g = 980.6199 gals.).
 FF0622
 FF0622.The modeled gravity was interpolated from observed gravity values.
 FF0622
 FF0622;                    North         East    Units  Estimated Accuracy
 FF0622;SPC AR N     -    77,920.      521,190.      MT  (+/- 180 meters Scaled)
 FF0622
 FF0622                          SUPERSEDED SURVEY CONTROL
 FF0622
 FF0622  NGVD 29 (??/??/??)   61.459  (m)          201.64   (f) ADJUSTED    1 2
 FF0622
 FF0622.Superseded values are not recommended for survey control.
 FF0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0622.See file dsdata.txt to determine how the superseded data were derived.
 FF0622
 FF0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU123786(NAD 83)
 FF0622_MARKER: DR = REFERENCE MARK DISK
 FF0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0622_STAMPING: WIDENER RM 2 1916 1920
 FF0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0622+STABILITY: SURFACE MOTION
 FF0622
 FF0622  HISTORY     - Date     Condition        Report By
 FF0622  HISTORY     - 1935     MONUMENTED       CGS
 FF0622  HISTORY     - 1955     GOOD             CGS
 FF0622
 FF0622                          STATION DESCRIPTION
 FF0622
 FF0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0622'0.8 MI NE FROM WIDENER.
 FF0622'ABOUT 0.8 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 FF0622'PACIFIC RAILROAD FROM THE CROSSING OF STATE HIGHWAYS 38 AND 50
 FF0622'AT WIDENER, ABOUT 0.3 MILE NORTHEAST OF MILE POLE 38, ON THE
 FF0622'OUTSIDE OF A SLIGHT CURVE IN TRACK, 50 FEET (SLANTING MEASURE) OF
 FF0622'SOUTHEAST RAIL, 12 1/2 FEET SOUTHEAST OF THE 29TH TELEPHONE POLE
 FF0622'SOUTHWEST OF MILE POLE 37, 3 FEET NORTHWEST OF A FENCE LINE, 10
 FF0622'FEET WEST OF A FENCE CORNER, 124.2 FEET SOUTH-SOUTHWEST OF
 FF0622'STATION MARK, 136.6 FEET SOUTHWEST OF RM NO. 1, ABOUT 12 FEET
 FF0622'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0622'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3034 ***********************************************************************
 EH3034  DESIGNATION -  WILKINS
 EH3034  PID         -  EH3034
 EH3034  STATE/COUNTY-  AR/JEFFERSON
 EH3034  USGS QUAD   -  ROB ROY (1971)
 EH3034
 EH3034                         *CURRENT SURVEY CONTROL
 EH3034  ___________________________________________________________________
 EH3034* NAD 83(1997)-  34 15 41.57931(N)    091 55 43.18760(W)     ADJUSTED  
 EH3034* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 EH3034  ___________________________________________________________________
 EH3034  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 EH3034  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH3034
 EH3034  HORZ ORDER  -  FIRST
 EH3034
 EH3034.The horizontal coordinates were established by classical geodetic methods
 EH3034.and adjusted by the National Geodetic Survey in September 1999..
 EH3034
 EH3034.The orthometric height was scaled from a topographic map.
 EH3034
 EH3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3034
 EH3034.The geoid height was determined by GEOID03.
 EH3034
 EH3034;                    North         East     Units Scale Factor Converg.
 EH3034;SPC AR S     -   576,895.128   406,569.681   MT  0.99992630   +0 02 23.7
 EH3034;SPC AR S     - 1,892,696.77  1,333,887.36   sFT  0.99992630   +0 02 23.7
 EH3034;UTM  15      - 3,791,675.896   598,633.495   MT  0.99971992   +0 36 11.5
 EH3034
 EH3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3034!SPC AR S     -   0.99999405  x   0.99992630  =   0.99992035
 EH3034!UTM  15      -   0.99999405  x   0.99971992  =   0.99971398
 EH3034
 EH3034:                Primary Azimuth Mark                     Grid Az
 EH3034:SPC AR S     -  WILKINS AZ MK                            000 36 58.8
 EH3034:UTM  15      -  WILKINS AZ MK                            000 03 11.0
 EH3034
 EH3034|---------------------------------------------------------------------|
 EH3034| PID    Reference Object                     Distance      Geod. Az  |
 EH3034|                                                           dddmmss.s |
 EH3034| CY7168 WILKINS AZ MK                                      0003922.5 |
 EH3034| CY7169 WILKINS RM 1                         46.574 METERS 04307     |
 EH3034| EH3026 PINE BLUFF INTL PAPER CO C STK      APPROX. 5.0 KM 1555658.8 |
 EH3034| EH3016 PINE BLUFF FED COMP NO 2 SE TK      APPROX. 5.5 KM 2235957.5 |
 EH3034| EH3018 PINE BLUFF FED COMP NO 2 NW TK      APPROX. 5.8 KM 2265750.3 |
 EH3034| EH3017 PINE BLUFF RAD STA WUG 32 TWR       APPROX. 5.1 KM 2272657.4 |
 EH3034| EH3020 PINE BLUFF STANDPIPE                APPROX. 6.2 KM 2344058.1 |
 EH3034| EJ1799 PINE BLUFF ARK POWER LT E STK       APPROX. 9.1 KM 2440414.1 |
 EH3034| EJ1789 PINE BLUFF ARK POWER LT W STK       APPROX. 9.1 KM 2441415.1 |
 EH3034| CY7170 WILKINS RM 2                         44.147 METERS 24831     |
 EH3034|---------------------------------------------------------------------|
 EH3034
 EH3034                          SUPERSEDED SURVEY CONTROL
 EH3034
 EH3034  NAD 83(1986)-  34 15 41.58771(N)    091 55 43.18085(W) AD(       ) 1
 EH3034  NAD 27      -  34 15 41.23726(N)    091 55 42.68685(W) AD(       ) 1
 EH3034
 EH3034.Superseded values are not recommended for survey control.
 EH3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3034.See file dsdata.txt to determine how the superseded data were derived.
 EH3034
 EH3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9863391676(NAD 83)
 EH3034_MARKER: DS = TRIANGULATION STATION DISK
 EH3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3034
 EH3034  HISTORY     - Date     Condition        Report By
 EH3034  HISTORY     - 1940     MONUMENTED       CGS
 EH3034  HISTORY     - 1957     GOOD             CGS
 EH3034  HISTORY     - 1964     GOOD             CGS
 EH3034  HISTORY     - 1978     MARK NOT FOUND   NGS
 EH3034
 EH3034                          STATION DESCRIPTION
 EH3034
 EH3034'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EH3034'STATION IS LOCATED IN A LOOP OF THE ARKANSAS RIVER WHERE
 EH3034'THE ST. LOUIS AND SOUTHWESTERN RAILROAD CROSSES WILKINS
 EH3034'LAKE ABOUT 4.5 MILES NE OF PINE BLUFF.
 EH3034'
 EH3034'SURFACE, UNDERGROUND REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EH3034'BRONZE DISKS SET IN CONCRETE.
 EH3034'
 EH3034'STATION MARK PROJECTS 2 INCHES AND IS 30.6 FEET ESE OF THE
 EH3034'CENTER OF A DIRT ROAD, 5.4 FEET WSW OF A WHITE REFERENCE
 EH3034'POST, 3 FEET W OF AN OLD FENCE LINE, 160 FEET ESE OF A NEGRO
 EH3034'HOUSE AND 33 FEET NW OF BANK OF THE LAKE.
 EH3034'
 EH3034'REFERENCE MARK NO.1 PROJECTS 4 INCHES AND IS 6 FEET NW OF
 EH3034'BANK OF THE LAKE, 54 FEET SW OF THE CENTER OF A DIRT ROAD
 EH3034'AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 EH3034'
 EH3034'REFERENCE MARK NO.2 PROJECTS 4 INCHES AND IS 2 FEET W OF A
 EH3034'FENCE CORNER, 20 FEET S OF A NEGRO HOUSE, 6 FEET N OF THE
 EH3034'CENTER OF A FARM LANE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 EH3034'
 EH3034'AZIMUTH MARK IS ON THE W SIDE OF A DIRT ROAD NEAR THE TOP
 EH3034'OF THE LEVEE.  MARK PROJECTS 4 INCHES AND IS 30 FEET W OF
 EH3034'THE CENTER OF A DIRT ROAD OVER THE LEVEE, 5 FEET S OF THE
 EH3034'TOP EDGE OF THE LEVEE AND 2 FEET S OF A WHITE REFERENCE POST.
 EH3034'
 EH3034'TO REACH STATION FROM THE POST OFFICE IN PINE BLUFF, GO E
 EH3034'ON SECOND STREET 1 MILE WHERE STREET JOGS LEFT, JOG LEFT
 EH3034'0.1 MILE TO RIGHT TURN, TURN RIGHT AND FOLLOW MAIN ROAD
 EH3034'2.2 MILES TO RAILROAD CROSSING, CONTINUE ON MAIN ROAD 1.8
 EH3034'MILES TO A DIRT ROAD LEFT AT A LARGE HOUSE WITH 2 LARGE TREES
 EH3034'IN FRONT YARD, TURN LEFT AND FOLLOW MAIN DIRT ROAD 1.6 MILES
 EH3034'TO A FORK, LARGE HOUSE ON LEFT AND POND ON RIGHT, CONTINUE
 EH3034'BETWEEN HOUSE AND POND FOLLOWING MAIN DIRT ROAD 0.6 MILE TO
 EH3034'COTTON GIN AND RAILROAD TRACKS, CROSS RAILROAD AND FOLLOW
 EH3034'ROAD TO RIGHT 0.1 MILE TO STATION.
 EH3034'
 EH3034'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 EH3034
 EH3034                          STATION RECOVERY (1957)
 EH3034
 EH3034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RER)
 EH3034'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 EH3034'
 EH3034'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 EH3034
 EH3034                          STATION RECOVERY (1964)
 EH3034
 EH3034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EH3034'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 EH3034'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED,
 EH3034'ACCORDING TO LOCAL INFORMATION THE FLOOD WALL, WHICH THE
 EH3034'AZIMUTH MARK WAS LOCATED ON, HAS BEEN RAISED SINCE 1940,
 EH3034'AND THE AZIMUTH MARK WAS OBVIOUSLY COVERED UP AND SHOULD BE
 EH3034'CONSIDERED LOST.  THE DISTANCES TO THE REFERENCE MARKS CHECKED.
 EH3034'THE ANGLE BETWEEN THE REFERENCE MARKS DID NOT CHECK BY 4
 EH3034'MINUTES.
 EH3034'
 EH3034'A NEW DESCRIPTION FOLLOWS-
 EH3034'
 EH3034'THE STATION IS LOCATED IN A LOOP OF THE ARKANSAS RIVER WHERE
 EH3034'THE ST. LOUIS AND SOUTHWESTERN RAILROAD CROSSES WILKINS LAKE,
 EH3034'ABOUT 4-1/2 MILES NORTHEAST OF PINE BLUFF.  IT IS 144 FEET
 EH3034'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE,
 EH3034'70 FEET WEST OF THE WEST EDGE OF WILKINS LAKE, 43 FEET
 EH3034'NORTH-NORTHEAST OF A POWER POLE, AND 28 FEET EAST OF THE
 EH3034'CENTERLINE OF A DIRT ROAD.  THE MONUMENT IS FLUSH AND THE
 EH3034'DISK IS STAMPED WILKINS 1940.
 EH3034'
 EH3034'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 EH3034'HIGHWAY 81 AT THE EAST EDGE OF PINE BLUFF, GO NORTH ON HIGHWAY
 EH3034'81 FOR 2.2 MILES TO THE END OF THE PAVED ROAD AND A RAILROAD
 EH3034'CROSSING.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.15 MILE
 EH3034'TO A T-ROAD.  TURN LEFT AND GO NORTHWESTERLY FOR 0.65 MILE
 EH3034'TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 EH3034'ON THE GRAVELED ROAD FOR 1.1 MILES TO A GRAVELED CROSSROAD.
 EH3034'CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD FOR 1.05 MILE
 EH3034'TO A RAILROAD CROSSING.  CONTINUE NORTHERLY ON A DIRT ROAD
 EH3034'FOR 0.1 MILE TO SEVERAL FARM HOUSES ON THE LEFT AND THE
 EH3034'STATION ON THE RIGHT AT THE WEST EDGE OF WILKINS LAKE.
 EH3034'
 EH3034'REFERENCE MARK 1 IS 70 FEET EAST OF THE CENTERLINE OF THE
 EH3034'DIRT ROAD, 60 FEET WEST OF THE WEST EDGE OF THE LAKE, 18
 EH3034'FEET NORTHEAST OF A TWIN TRUNKED 10 INCH THORN TREE.  THE
 EH3034'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED WILKINS
 EH3034'NO 1 1940.
 EH3034'
 EH3034'REFERENCE MARK 2 IS 114 FEET WEST OF THE POWER POLE, 71
 EH3034'FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, AND 49 FEET
 EH3034'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRAME HOUSE.
 EH3034'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WILKINS NO
 EH3034'2 1940.
 EH3034'
 EH3034'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EH3034
 EH3034                          STATION RECOVERY (1978)
 EH3034
 EH3034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 EH3034'STATION HAS BEEN DESTROYED, UNDERGROUND MARK SEARCHED FOR BUT NOT
 EH3034'FOUND.
 EH3034'
 EH3034'RMS 1 AND 2 FOUND AS DESCRIBED IN GOOD CONDITION.
 EH3034'
 EH3034'AZIMUTH MARK WAS DESTROYED PREVIOUSLY.
 EH3034'
 EH3034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 EH3034'NORTHEAST OF PINE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1859 ***********************************************************************
 FF1859  DESIGNATION -  WILLIAMS
 FF1859  PID         -  FF1859
 FF1859  STATE/COUNTY-  AR/WHITE
 FF1859  USGS QUAD   -  GARNER (1981)
 FF1859
 FF1859                         *CURRENT SURVEY CONTROL
 FF1859  ___________________________________________________________________
 FF1859* NAD 83(1997)-  35 10 33.61006(N)    091 51 39.93821(W)     ADJUSTED  
 FF1859* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 FF1859  ___________________________________________________________________
 FF1859  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FF1859  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1859
 FF1859  HORZ ORDER  -  FIRST
 FF1859
 FF1859.The horizontal coordinates were established by classical geodetic methods
 FF1859.and adjusted by the National Geodetic Survey in September 1999..
 FF1859
 FF1859.The orthometric height was scaled from a topographic map.
 FF1859
 FF1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1859
 FF1859.The geoid height was determined by GEOID03.
 FF1859
 FF1859;                    North         East     Units Scale Factor Converg.
 FF1859;SPC AR N     -    93,495.948   412,652.772   MT  0.99996116   +0 04 51.0
 FF1859;SPC AR N     -   306,744.62  1,353,844.97   sFT  0.99996116   +0 04 51.0
 FF1859;SPC AR S     -   678,346.705   412,654.744   MT  1.00011698   +0 04 39.9
 FF1859;SPC AR S     - 2,225,542.48  1,353,851.44   sFT  1.00011698   +0 04 39.9
 FF1859;UTM  15      - 3,893,155.222   603,706.355   MT  0.99973254   +0 39 22.2
 FF1859
 FF1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1859!SPC AR N     -   0.99998074  x   0.99996116  =   0.99994190
 FF1859!SPC AR S     -   0.99998074  x   1.00011698  =   1.00009772
 FF1859!UTM  15      -   0.99998074  x   0.99973254  =   0.99971329
 FF1859
 FF1859:                Primary Azimuth Mark                     Grid Az
 FF1859:SPC AR N     -  SEARCY MUNICIPAL TANK                    047 30 42.8
 FF1859:SPC AR S     -  SEARCY MUNICIPAL TANK                    047 30 53.9
 FF1859:UTM  15      -  SEARCY MUNICIPAL TANK                    046 56 11.6
 FF1859
 FF1859|---------------------------------------------------------------------|
 FF1859| PID    Reference Object                     Distance      Geod. Az  |
 FF1859|                                                           dddmmss.s |
 FF1859| FF1847 SEARCY MUNICIPAL TANK               APPROX.17.1 KM 0473533.8 |
 FF1859| FF1854 SEARCY FEDERAL COMPRESS E TANK      APPROX.14.3 KM 0583358.3 |
 FF1859| FF1841 BALD KNOB MUNICIPAL TANK            APPROX.30.1 KM 0600324.3 |
 FF1859| CI2783 WILLIAMS RM 2                        44.729 METERS 06028     |
 FF1859| FF1843 JUDSONIA MUNICIPAL TANK             APPROX.23.0 KM 0615710.8 |
 FF1859| FF1848 JUDSONIA ENTERPRISE BOX CO TK       APPROX.22.6 KM 0630832.1 |
 FF1859| FF1842 DONIPHAN BLOXONEND FLOORING TK      APPROX.19.2 KM 0641258.7 |
 FF1859| FF1861 BEEBE MUNICIPAL TANK                APPROX.12.0 KM 1873254.4 |
 FF1859| CI2782 WILLIAMS RM 1                        40.941 METERS 29015     |
 FF1859| CI2781 WILLIAMS AZ MK                                     3523518.5 |
 FF1859|---------------------------------------------------------------------|
 FF1859
 FF1859                          SUPERSEDED SURVEY CONTROL
 FF1859
 FF1859  NAD 83(1986)-  35 10 33.61669(N)    091 51 39.93868(W) AD(       ) 1
 FF1859  NAD 27      -  35 10 33.30700(N)    091 51 39.42400(W) AD(       ) 1
 FF1859
 FF1859.Superseded values are not recommended for survey control.
 FF1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1859.See file dsdata.txt to determine how the superseded data were derived.
 FF1859
 FF1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0370693155(NAD 83)
 FF1859_MARKER: DS = TRIANGULATION STATION DISK
 FF1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1859
 FF1859  HISTORY     - Date     Condition        Report By
 FF1859  HISTORY     - 1934     MONUMENTED       CGS
 FF1859  HISTORY     - 1962     GOOD             CGS
 FF1859  HISTORY     - 1967     GOOD             CGS
 FF1859
 FF1859                          STATION DESCRIPTION
 FF1859
 FF1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FF1859'STATION IS LOCATED IN S EDGE OF CLEARED LAND BELONGING TO
 FF1859'MR. J.R. WILLIAMS, 50 FEET N OF TWIN OAK TREE WITH LARGE
 FF1859'TRIANGULAR BLAZE, ABOUT 150 FEET N OF ROAD LEADING PAST
 FF1859'STATION, 0.1 MILE W OF MR. WILLIAMS HOUSE.
 FF1859'
 FF1859'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FF1859'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 FF1859'
 FF1859'REFERENCE MARK NO.1 IS SET 40.945 METERS, (134.33 FEET)
 FF1859'W OF STATION AT EDGE OF CLEARING.
 FF1859'
 FF1859'REFERENCE MARK NO.2 IS 44.745 METERS, (146.80 FEET) NE OF STATION,
 FF1859'5 METERS S OF ROCK PILE, ABOUT 270 FEET N OF ROAD LEADING
 FF1859'PAST STATION.
 FF1859'
 FF1859'AZIMUTH MARK IS LOCATED ABOUT 2 MILES N OF STATION (AIRLINE).
 FF1859'GO W FROM MR. WILLIAMS HOUSE FOR 1.9 MILES TO T-ROAD AND
 FF1859'JONES MAIL BOX, THENCE E AND N ON T-ROAD FOR 0.5 MILE TO
 FF1859'CHURCH AND SCHOOL, CONTINUE E AND N FOR 2.4 MILES TO T-ROAD,
 FF1859'GO W ON T-ROAD FOR 0.5 MILE TO RALPH BREWERS HOUSE, FOLLOW
 FF1859'WHEEL AND WAGON TRACKS ON W SIDE OF BREWERS HOUSE THRU CLEARED
 FF1859'LAND FOR 0.2 MILE TO HIGHEST POINT OF RIDGE TO MARK WHICH
 FF1859'IS AT EDGE OF STEEP GRADE ON N SIDE, SET AT EDGE OF SCRUB
 FF1859'TREE LINE.
 FF1859'
 FF1859'THESE MARKS PROJECT ABOUT 12 INCHES, AND STATION MARK ABOUT
 FF1859'6 INCHES.
 FF1859'
 FF1859'TO REACH STATION FROM SEARCY, ARKANSAS, GO W FROM POST OFFICE
 FF1859'4 BLOCKS WHERE OLD SEARCY-LITTLE ROCK DIRT ROAD TURNS S,
 FF1859'GO SW ON DIRT ROAD FOR 8.7 MILES TO J.R. WILLIAMS MAIL
 FF1859'BOX ON S SIDE OF ROAD AND WHERE SIDE ROAD TURNS NW UP RIDGE.
 FF1859'THIS ROAD IS 2.3 MILES S OF COPPER SPRINGS SCHOOLHOUSE.
 FF1859'GO N ON SIDE ROAD UP RIDGE AND BEARING LEFT AT FORKS AT TOP
 FF1859'FOR 0.7 MILE TO MR. J.R. WILLIAMS HOUSE, THENCE W PAST
 FF1859'HIS HOUSE 0.1 MILE TO TRIANGULAR BLAZE ON TREES, GO THRU
 FF1859'GAP IN TREES FOR ABOUT 150 FEET TO STATION.
 FF1859'
 FF1859'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 FF1859
 FF1859                          STATION RECOVERY (1962)
 FF1859
 FF1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 FF1859'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS
 FF1859'TO THE REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.
 FF1859'THE DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE
 FF1859'DISTANCE TO REFERENCE MARK NO. 2 MISSED THE 1934 DISTANCE
 FF1859'BY 0.05 FOOT BUT A SLOPE MEASUREMENT VERIFIED THE 1934 DISTANCE.
 FF1859'
 FF1859'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FF1859'
 FF1859'THE STATION IS 9 MILES SOUTHWEST OF SEARCY, 7-1/2 MILES
 FF1859'NORTH OF BEEBE, 4-3/4 MILES NORTHWEST OF U.S. HIGHWAY 67,
 FF1859'ON THE HIGHEST POINT OF A RIDGE, AND ON PROPERTY OWNED BY
 FF1859'MR. WATERSON WHO LIVES IN CALIFORNIA.
 FF1859'
 FF1859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FF1859'64, 67, 167 AND STATE HIGHWAY 31 ON THE NORTH SIDE OF BEEBE,
 FF1859'GO NORTH ON HIGHWAY 31 FOR 3.05 MILES TO A SIDE ROAD ON
 FF1859'THE RIGHT AND A HOUSE IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 FF1859'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.35 MILE
 FF1859'TO A T-ROAD INTERSECTION.  TURN LEFT AND GO NORTH ON A GRAVELED
 FF1859'ROAD FOR 3.65 MILES TO A CEMETERY ON THE RIGHT.  CONTINUE
 FF1859'NORTH ON THE DIRT ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE
 FF1859'LEFT.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR 0.7 MILE
 FF1859'TO A HOUSE ON THE LEFT.  CONTINUE WEST ON THE DIRT ROAD
 FF1859'FOR 0.15 MILE TO THE STATION APPROXIMATELY 150 FEET NORTH
 FF1859'OF THE ROAD.
 FF1859'
 FF1859'THE STATION MARK IS A STANDARD DISK STAMPED WILLIAMS 1934
 FF1859'AND IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 FF1859'IT IS 9 FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 FF1859'DISK WAS NOT INSPECTED BY THIS PARTY.
 FF1859'
 FF1859'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WILLIAMS NO
 FF1859'1 1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6
 FF1859'INCHES.  IT IS 129.5 FEET WEST OF THE METAL WITNESS POST
 FF1859'AND 16 FEET NORTHWEST OF A TWIN TRUNKED OAK TREE.
 FF1859'
 FF1859'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WILLIAMS NO
 FF1859'2 1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6
 FF1859'INCHES.  IT IS 156.5 FEET NORTHWEST OF THE METAL WITNESS
 FF1859'POST, 15 FEET NORTHWEST OF THE CENTER OF A SMALL PILE OF
 FF1859'ROCKS AND 14 FEET SOUTHWEST OF A SMALL PILE OF ROCKS.
 FF1859'
 FF1859'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED WILLIAMS
 FF1859'1934 AZI, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 FF1859'6 INCHES.  IT IS ON THE TOP OF A HILL WHICH DROPS OFF SHARPLY
 FF1859'ON THE NORTH SIDE, NEAR THE SOUTH EDGE OF A LINE OF TIMBER
 FF1859'WHICH RUNS EAST AND WEST ACROSS THE TOP OF THE HILL, AND
 FF1859'IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 FF1859'
 FF1859'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND
 FF1859'NORTH ON THE DIRT ROAD FOR 1.4 MILES TO A T-ROAD INTERSECTION.
 FF1859'TURN RIGHT AND GO EAST AND NORTH ON A DIRT ROAD FOR 2.35
 FF1859'MILES TO A T-ROAD INTERSECTION.  TURN LEFT AND GO WEST ON
 FF1859'A DIRT ROAD FOR 0.55 MILE TO A HOUSE ON THE RIGHT AND THE
 FF1859'END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTH FOR
 FF1859'APPROXIMATELY 0.2 MILE TO THE TOP OF A HILL AND THEN TURN LEFT
 FF1859'AND PACK WEST ALONG THE SOUTH EDGE OF THE TIMBER FOR
 FF1859'APPROXIMATELY 500 FEET TO THE AZIMUTH MARK.
 FF1859'
 FF1859'NOTE- REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE
 FF1859'PULLING 7-1/2 KG. TAPE TENSION.
 FF1859'
 FF1859'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FF1859
 FF1859                          STATION RECOVERY (1967)
 FF1859
 FF1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FF1859'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS PER
 FF1859'DESCRIPTION BY J.K. RICHARDS IN 1962.  FOLLOWING IS A NEW ROUTE
 FF1859'TO THE STATION.
 FF1859'
 FF1859'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67B AND STATE HIGHWAY
 FF1859'267 IN THE SOUTH EDGE OF SEARCY, GO WEST AND SOUTH ON STATE
 FF1859'HIGHWAY 267 FOR 3.5 MILES TO THE NATURAL GAS PIPELINE COMPANY OF
 FF1859'AMERICA MICRO-WAVE RELAY TOWER ON THE LEFT.  CONTINUE AHEAD AND
 FF1859'GO SOUTHERLY ON THE HIGHWAY FOR 2.1 MILES TO A BRIDGE OVER DES
 FF1859'ARC BAYOU.  CONTINUE AHEAD AND GO SOUTHERLY ON THE HIGHWAY FOR
 FF1859'2.1 MILES TO A BRIDGE OVER BIG CANE CREEK.  CONTINUE AHEAD AND
 FF1859'GO SOUTHERLY ON THE HIGHWAY FOR 1.25 MILES TO A SIDE ROAD RIGHT.
 FF1859'TURN RIGHT AND GO WEST ON GRADED ROAD FOR 0.7 MILE TO A HOUSE ON
 FF1859'THE LEFT.  CONTINUE AHEAD AND GO WEST ON GRADED ROAD FOR 0.15
 FF1859'MILE TO THE STATION ON THE RIGHT, 154 FEET NORTH OF THE
 FF1859'CENTER OF THE ROAD.  THE TO REACH FOR THE AZIMUTH MARK IS THE
 FF1859'SAME AS THE 1962 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2099 ***********************************************************************
 DK2099  DESIGNATION -  WILLIAMSON
 DK2099  PID         -  DK2099
 DK2099  STATE/COUNTY-  AR/DREW
 DK2099  USGS QUAD   -  MONTICELLO SOUTH (1966)
 DK2099
 DK2099                         *CURRENT SURVEY CONTROL
 DK2099  ___________________________________________________________________
 DK2099* NAD 83(1997)-  33 37 11.59087(N)    091 46 20.05651(W)     ADJUSTED  
 DK2099* NAVD 88     -                                                        
 DK2099  ___________________________________________________________________
 DK2099  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DK2099  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DK2099
 DK2099  HORZ ORDER  -  THIRD
 DK2099
 DK2099.The horizontal coordinates were established by classical geodetic methods
 DK2099.and adjusted by the National Geodetic Survey in September 1999..
 DK2099
 DK2099
 DK2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2099
 DK2099.The geoid height was determined by GEOID03.
 DK2099
 DK2099;                    North         East     Units Scale Factor Converg.
 DK2099;SPC AR S     -   505,747.529   421,133.820   MT  0.99994448   +0 07 38.9
 DK2099;SPC AR S     - 1,659,273.35  1,381,669.87   sFT  0.99994448   +0 07 38.9
 DK2099;UTM  15      - 3,720,686.703   613,887.088   MT  0.99975990   +0 40 47.5
 DK2099
 DK2099                          SUPERSEDED SURVEY CONTROL
 DK2099
 DK2099  NAD 83(1986)-  33 37 11.60098(N)    091 46 20.05121(W) AD(       ) 4
 DK2099  NAD 27      -  33 37 11.20000(N)    091 46 19.59400(W) AD(       ) 3
 DK2099
 DK2099.Superseded values are not recommended for survey control.
 DK2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2099.See file dsdata.txt to determine how the superseded data were derived.
 DK2099
 DK2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1388720687(NAD 83)
 DK2099_MARKER: Z = SEE DESCRIPTION
 DK2099_SETTING: 0 = UNSPECIFIED SETTING
 DK2099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2099
 DK2099  HISTORY     - Date     Condition        Report By
 DK2099  HISTORY     - 1939     MONUMENTED       CGS
 DK2099
 DK2099                          STATION DESCRIPTION
 DK2099
 DK2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2099'LOCATED ON FLAT TOP ROOF OF BRICK HOUSE BELONGING TO JUDGE
 DK2099'J.G. WILLIAMSON, IN THE ESE PART OF CITY OF MONTICELLO, ARKANSAS.
 DK2099'
 DK2099'REACHED FROM MONTICELLO AT CORNER OF SOUTH MAIN AND SUELTON
 DK2099'AVENUE BY DRIVING E AND SOUTHEASTERLY ON MAIN GRAVELED ROAD
 DK2099'FOR 1.5 MILES TO MANSION ON TOP OF HILL ON RIGHT, S, SIDE OF
 DK2099'ROAD.
 DK2099'
 DK2099'STATION IS 2.23 FEET FROM S EDGE OF FLAT ROOF, 2.18 FEET E
 DK2099'OF THE W EDGE OF FLAT ROOF, 12.12 FEET SW OF NE CORNER OF FIRE
 DK2099'PLACE CHIMNEY, 12.28 FEET S OF S EDGE OF MAN HOLE.
 DK2099'
 DK2099'STATION IS A CROSS MARKED IN ZINC SHEATHING OF FLAT ROOF.
 DK2099'
 DK2099'STATION OBSERVED UPON FROM TRIANGULATION STATIONS WALL AND
 DK2099'WARREN.
 DK2099'
 DK2099'STATION CUT IN AT JUDGE WILLIAMSONS REQUEST.  HE HAS AN
 DK2099'OBSERVATORY LOCATED NEAR HIS HOUSE AND INTENDS TO LOCATE
 DK2099'THE LATITUDE AND LONGITUDE OF THE OBSERVATORY BY MEASUREMENTS
 DK2099'FROM THE POINT SELECTED ON HIS ROOF.
 DK2099'
 DK2099'A TRIANGULATION DISK WAS FURNISHED TO JUDGE WILLIAMSON WHICH
 DK2099'HE PLANS TO SOLDER INTO THE TIN ROOF, MARKING THIS STATION.
 DK2099'
 DK2099'THIS DISK IS STAMPED WILLIAMSON 1939.
 DK2099'
 DK2099'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2069 ***********************************************************************
 DK2069  DESIGNATION -  WILLIE
 DK2069  PID         -  DK2069
 DK2069  STATE/COUNTY-  AR/ASHLEY
 DK2069  USGS QUAD   -  HAMBURG (1973)
 DK2069
 DK2069                         *CURRENT SURVEY CONTROL
 DK2069  ___________________________________________________________________
 DK2069* NAD 83(1997)-  33 11 19.25018(N)    091 48 28.34361(W)     ADJUSTED  
 DK2069* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 DK2069  ___________________________________________________________________
 DK2069  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DK2069  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DK2069
 DK2069  HORZ ORDER  -  FIRST
 DK2069
 DK2069.The horizontal coordinates were established by classical geodetic methods
 DK2069.and adjusted by the National Geodetic Survey in September 1999..
 DK2069
 DK2069.The orthometric height was scaled from a topographic map.
 DK2069
 DK2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2069
 DK2069.The geoid height was determined by GEOID03.
 DK2069
 DK2069;                    North         East     Units Scale Factor Converg.
 DK2069;SPC AR S     -   457,915.997   417,917.016   MT  1.00002654   +0 06 27.1
 DK2069;SPC AR S     - 1,502,346.07  1,371,116.08   sFT  1.00002654   +0 06 27.1
 DK2069;UTM  15      - 3,672,837.316   611,129.117   MT  0.99975226   +0 39 09.5
 DK2069
 DK2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2069!SPC AR S     -   0.99999637  x   1.00002654  =   1.00002291
 DK2069!UTM  15      -   0.99999637  x   0.99975226  =   0.99974863
 DK2069
 DK2069:                Primary Azimuth Mark                     Grid Az
 DK2069:SPC AR S     -  HAMBURG MUNICIPAL TANK                   017 39 48.8
 DK2069:UTM  15      -  HAMBURG MUNICIPAL TANK                   017 07 06.4
 DK2069
 DK2069|---------------------------------------------------------------------|
 DK2069| PID    Reference Object                     Distance      Geod. Az  |
 DK2069|                                                           dddmmss.s |
 DK2069| DK2070 HAMBURG MUNICIPAL TANK              APPROX. 4.6 KM 0174615.9 |
 DK2069| CY7172 WILLIE RM 1                          53.224 METERS 06639     |
 DK2069| CY7173 WILLIE RM 2                          49.478 METERS 17334     |
 DK2069| CY7171 WILLIE AZ MK                                       2044630.5 |
 DK2069| DK2075 FIRE TOWER 1                        APPROX.17.3 KM 2203233.3 |
 DK2069| DK2078 CROSSETT AMER LUMBER CO STACK       APPROX.15.6 KM 2491500.5 |
 DK2069| DK2081 CROSSETT PAPER MILL WATER TANK      APPROX.16.0 KM 2510438.6 |
 DK2069|---------------------------------------------------------------------|
 DK2069
 DK2069                          SUPERSEDED SURVEY CONTROL
 DK2069
 DK2069  NAD 83(1986)-  33 11 19.26275(N)    091 48 28.33755(W) AD(       ) 1
 DK2069  NAD 27      -  33 11 18.82400(N)    091 48 27.87400(W) AD(       ) 1
 DK2069
 DK2069.Superseded values are not recommended for survey control.
 DK2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2069.See file dsdata.txt to determine how the superseded data were derived.
 DK2069
 DK2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1112972837(NAD 83)
 DK2069_MARKER: DS = TRIANGULATION STATION DISK
 DK2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2069
 DK2069  HISTORY     - Date     Condition        Report By
 DK2069  HISTORY     - 1939     MONUMENTED       CGS
 DK2069
 DK2069                          STATION DESCRIPTION
 DK2069
 DK2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2069'STATION IS 2 MILES S OF HAMBURG AND ON THE W SIDE OF ARKANSAS
 DK2069'13, 59 FEET W OF THE CENTER LINE OF ARKANSAS 13, 158 FEET
 DK2069'W OF THE PORCH OF MR. WILLIE L. HILLS HOUSE, IN THE NE
 DK2069'CORNER OF A SMALL CLEARING IN THE PINES.  TO REACH THE STATION
 DK2069'FROM THE JUNCTION OF STATE ROUTE 13 AND U.S. HIGHWAY 82 IN
 DK2069'HAMBURG, DRIVE S ON ARKANSAS 13 FOR 2.2 MILES TO STATION
 DK2069'ON RIGHT.
 DK2069'
 DK2069'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2069'BRONZE DISKS SET IN CONCRETE.
 DK2069'
 DK2069'REFERENCE MARK NO. 1 IS LOCATED ON THE E SIDE OF ARKANSAS
 DK2069'13, 44 FEET E OF CENTER LINE, 12-1/2 FEET W OF A CORAL FENCE.
 DK2069'MARK IS STAMPED WILLIE NO. 1 1939, AND PROJECTS 6 INCHES.
 DK2069'REFERENCE MARK NO. 2 IS LOCATED 38 FEET E OF CENTER LINE
 DK2069'OF ARKANSAS 13, AND 2 FEET N OF THE FENCE CORNER.  MARK IS
 DK2069'STAMPED WILLIE NO. 2 1939, AND PROJECTS 6 INCHES.
 DK2069'
 DK2069'AZIMUTH MARK IS 0.2 MILE S OF STATION, 54 FEET E OF CENTER
 DK2069'LINE OF ARKANSAS 13 AND 1 FOOT W OF THE FENCE.  MARK IS
 DK2069'STAMPED WILLIE 1939, AND PROJECTS 6 INCHES.
 DK2069'
 DK2069'A 116-FOOT TOWER NEEDED TO SEE ALL LIGHTS.
 DK2069'
 DK2069'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0867 ***********************************************************************
 GE0867  DESIGNATION -  WILLIFORD
 GE0867  PID         -  GE0867
 GE0867  STATE/COUNTY-  AR/SHARP
 GE0867  USGS QUAD   -  WILLIFORD (1981)
 GE0867
 GE0867                         *CURRENT SURVEY CONTROL
 GE0867  ___________________________________________________________________
 GE0867* NAD 83(1997)-  36 16 12.73957(N)    091 21 33.60144(W)     ADJUSTED  
 GE0867* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 GE0867  ___________________________________________________________________
 GE0867  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GE0867  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE0867
 GE0867  HORZ ORDER  -  SECOND
 GE0867
 GE0867.The horizontal coordinates were established by classical geodetic methods
 GE0867.and adjusted by the National Geodetic Survey in September 1999..
 GE0867
 GE0867.The orthometric height was scaled from a topographic map.
 GE0867
 GE0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0867
 GE0867.The geoid height was determined by GEOID03.
 GE0867
 GE0867;                    North         East     Units Scale Factor Converg.
 GE0867;SPC AR N     -   215,074.762   457,567.162   MT  1.00000750   +0 22 22.1
 GE0867;SPC AR N     -   705,624.45  1,501,201.60   sFT  1.00000750   +0 22 22.1
 GE0867;UTM  15      - 4,015,167.302   647,369.373   MT  0.99986759   +0 58 14.8
 GE0867
 GE0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0867!SPC AR N     -   0.99997117  x   1.00000750  =   0.99997867
 GE0867!UTM  15      -   0.99997117  x   0.99986759  =   0.99983876
 GE0867
 GE0867:                Primary Azimuth Mark                     Grid Az
 GE0867:SPC AR N     -  WILLIFORD AZ MK                          055 55 08.8
 GE0867:UTM  15      -  WILLIFORD AZ MK                          055 19 16.1
 GE0867
 GE0867|---------------------------------------------------------------------|
 GE0867| PID    Reference Object                     Distance      Geod. Az  |
 GE0867|                                                           dddmmss.s |
 GE0867| CI2787 WILLIFORD AZ MK                                    0561730.9 |
 GE0867| CI2788 WILLIFORD RM 1                       18.531 METERS 05922     |
 GE0867| CI2789 WILLIFORD RM 2                       20.192 METERS 32658     |
 GE0867|---------------------------------------------------------------------|
 GE0867
 GE0867                          SUPERSEDED SURVEY CONTROL
 GE0867
 GE0867  NAD 83(1986)-  36 16 12.74947(N)    091 21 33.60134(W) AD(       ) 2
 GE0867  NAD 27      -  36 16 12.50710(N)    091 21 33.11740(W) AD(       ) 2
 GE0867
 GE0867.Superseded values are not recommended for survey control.
 GE0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0867.See file dsdata.txt to determine how the superseded data were derived.
 GE0867
 GE0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4736915167(NAD 83)
 GE0867_MARKER: DS = TRIANGULATION STATION DISK
 GE0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0867
 GE0867  HISTORY     - Date     Condition        Report By
 GE0867  HISTORY     - 1955     MONUMENTED       CGS
 GE0867
 GE0867                          STATION DESCRIPTION
 GE0867
 GE0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0867'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF IMBODEN AND
 GE0867'1 MILE NORTH OF WILLIFORD, ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAYS
 GE0867'62 AND 63 AND ON THE HIGHEST POINT OF A PROMINENT HILL WHICH
 GE0867'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 5 FEET
 GE0867'NORTH OF A 4 X 4 INCH WHITE WITNESS POST.
 GE0867'
 GE0867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND
 GE0867'63 IN IMBODEN, GO WEST ON THE COMBINED ROUTES FOR 11.8 MILES
 GE0867'TO STATE HIGHWAY 58 E (GRAVELED) ON THE LEFT, TURN LEFT AND GO
 GE0867'SOUTH AND EAST FOR 1.1 MILES TO THE TOP OF A HILL AND A
 GE0867'GRAVELED ROAD LEADING WEST, TURN SHARP RIGHT AND GO WESTERLY FOR
 GE0867'0.3 MILE TO A HOUSE ON THE RIGHT, CONTINUE WESTERLY ON A WOODS
 GE0867'ROAD FOR 0.4 MILE TO A TRACK ROAD ON THE RIGHT AT A OAK TREE
 GE0867'BEARING A TRIANGULAR BLAZE, TURN RIGHT AND FOLLOW DIM TRACK
 GE0867'ROAD FOR ABOUT 0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 GE0867'
 GE0867'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 GE0867'62 AND 63 AND STATE HIGHWAY 58 E AS MENTIONED ABOVE GO WEST FOR
 GE0867'0.5 MILE TO A Y-JUNCTION FORMED BY THE HIGHWAY AND A GRAVELED
 GE0867'ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 GE0867'
 GE0867'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE0867'WILLIFORD 1955.
 GE0867'
 GE0867'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0867'WILLIFORD NO 1 1955.
 GE0867'
 GE0867'REFERENCE MARK 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0867'WILLIFORD NO 2 1955.
 GE0867'
 GE0867'THE AZIMUTH MARK IS 85 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 GE0867'18 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 3 FEET EAST
 GE0867'OF A 4 X 4 INCH WHITE WITNESS POST, 1 FOOT SOUTH OF A FENCE
 GE0867'AND ABOUT 20 YARDS WEST OF A STONE FARMHOUSE.  THE MARK PROJECTS
 GE0867'4 INCHES AND THE DISK IS STAMPED WILLIFORD 1955.
 GE0867'
 GE0867'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0664 ***********************************************************************
 GG0664  DESIGNATION -  WILLS RESET
 GG0664  PID         -  GG0664
 GG0664  STATE/COUNTY-  AR/BENTON
 GG0664  USGS QUAD   -  GRAVETTE (1981)
 GG0664
 GG0664                         *CURRENT SURVEY CONTROL
 GG0664  ___________________________________________________________________
 GG0664* NAD 83(1997)-  36 26 41.49526(N)    094 28 44.37517(W)     ADJUSTED  
 GG0664* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 GG0664  ___________________________________________________________________
 GG0664  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 GG0664  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GG0664
 GG0664  HORZ ORDER  -  FIRST
 GG0664
 GG0664.The horizontal coordinates were established by classical geodetic methods
 GG0664.and adjusted by the National Geodetic Survey in September 1999..
 GG0664
 GG0664.The orthometric height was scaled from a topographic map.
 GG0664
 GG0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0664
 GG0664.The geoid height was determined by GEOID03.
 GG0664
 GG0664;                    North         East     Units Scale Factor Converg.
 GG0664;SPC AR N     -   237,066.437   177,759.574   MT  1.00004866   -1 26 33.1
 GG0664;SPC AR N     -   777,775.47    583,199.54   sFT  1.00004866   -1 26 33.1
 GG0664;SPC MO W     -    30,868.000   851,883.254   MT  0.99994122   +0 00 44.9
 GG0664;UTM  15      - 4,034,308.158   367,450.160   MT  0.99981647   -0 52 43.4
 GG0664
 GG0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0664!SPC AR N     -   0.99994291  x   1.00004866  =   0.99999157
 GG0664!SPC MO W     -   0.99994291  x   0.99994122  =   0.99988413
 GG0664!UTM  15      -   0.99994291  x   0.99981647  =   0.99975939
 GG0664
 GG0664:                Primary Azimuth Mark                     Grid Az
 GG0664:SPC AR N     -  HIWASSEE                                 069 30 09.5
 GG0664:SPC MO W     -  HIWASSEE                                 068 02 51.5
 GG0664:UTM  15      -  HIWASSEE                                 068 56 19.8
 GG0664
 GG0664|---------------------------------------------------------------------|
 GG0664| PID    Reference Object                     Distance      Geod. Az  |
 GG0664|                                                           dddmmss.s |
 GG0664| GG0658 HIWASSEE                            APPROX.13.4 KM 0680336.4 |
 GG0664| CI2793 WILLS RM 3                          117.662 METERS 12849     |
 GG0664| GG0665 GRAVETTE MUNICIPAL TANK             APPROX. 3.5 KM 1314002.6 |
 GG0664| CI2790 WILLS AZ MK                                        1521710.3 |
 GG0664| CI2791 WILLS RM 1                           30.166 METERS 21249     |
 GG0664| CI2794 WILLS RM 4                           30.114 METERS 21251     |
 GG0664| CI2792 WILLS RM 2                           33.848 METERS 31745     |
 GG0664| GG0710 AMARILLO ST LOUIS AWY BCN 41        APPROX.34.2 KM 3232222.1 |
 GG0664|---------------------------------------------------------------------|
 GG0664
 GG0664                          SUPERSEDED SURVEY CONTROL
 GG0664
 GG0664  NAD 83(1997)-  36 26 41.50002(N)    094 28 44.37644(W) AD(       ) 1
 GG0664  NAD 83(1997)-  36 26 41.50758(N)    094 28 44.38017(W) AD(       ) 1
 GG0664  NAD 83(1986)-  36 26 41.50831(N)    094 28 44.38026(W) AD(       ) 1
 GG0664  NAD 27      -  36 26 41.23600(N)    094 28 43.60300(W) AD(       ) 1
 GG0664
 GG0664.Superseded values are not recommended for survey control.
 GG0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0664.See file dsdata.txt to determine how the superseded data were derived.
 GG0664
 GG0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6745034308(NAD 83)
 GG0664_MARKER: DS = TRIANGULATION STATION DISK
 GG0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0664_SP_SET: SET INTO TOP OF CONCRETE POST
 GG0664_STAMPING: WILLS 1935 1970
 GG0664_PROJECTION: FLUSH
 GG0664
 GG0664  HISTORY     - Date     Condition        Report By
 GG0664  HISTORY     - 1970     MONUMENTED       NGS
 GG0664  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GG0664
 GG0664                          STATION DESCRIPTION
 GG0664
 GG0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GG0664'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 GG0664'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 GG0664'DESTROYED.  THE AZIMUTH MARK WAS FOUND WITH THE TOP BROKEN
 GG0664'OFF OF THE OLD CONCRETE POST BUT THE MARK IS NOT VISIBLE
 GG0664'FROM THE STATION BECAUSE A BARN IS ON THE LINE OF SIGHT AND
 GG0664'ABOUT A 25 FOOT TARGET AT THE SITE OF THE OLD CONCRETE POST
 GG0664'WOULD BE REQUIRED TO MAKE IT VISIBLE.  AT THE REQUEST OF
 GG0664'THE PROPERTY OWNER MR. ROY W. BURROW THE STATION MARK WAS
 GG0664'LOWERED VERTICALLY OVER THE UNDERGROUND STATION MARK,
 GG0664'REFERENCE MARK NO. 1 WAS RESET IN A DIFFERENT POSITION, AND
 GG0664'USED AS REFERENCE MARK NO. 4, AND ALSO REFERENCE MARK
 GG0664'NO. 3 WAS SET.  NO OBJECTS WERE VISIBLE AT THE STATION
 GG0664'SITE SO A NEW AZIMUTH MARK WAS NOT SET.
 GG0664'
 GG0664'FOLLOWING IS A NEW DESCRIPTION.
 GG0664'
 GG0664'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GG0664'59, 72, AND 102 IN GRAVETTE, GO WEST ON STATE HIGHWAY 72 FOR
 GG0664'1.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 GG0664'BLADED ROAD FOR 0.5 MILE TO A ROAD FORK.  CONTINUE NORTH
 GG0664'ON THE BLADED ROAD FOR 0.55 MILE TO A ROAD FORK.  KEEP LEFT,
 GG0664'CROSSING A CATTLE GUARD, AND GO NORTHWEST, WEST AND NORTH
 GG0664'ON A BLADED ROAD FOR 0.5 MILE TO MR. BURROWS HOUSE.  GO NORTH,
 GG0664'PASSING BETWEEN TWO LARGE CHICKEN HOUSES, THROUGH PASTURE
 GG0664'FOR 0.15 MILE TO REFERENCE MARK NO. 3 WHICH IS NORTH OF
 GG0664'CHICKEN HOUSE NO. 1 AND THE STATION IS 386.03 FEET NORTHWEST
 GG0664'OF THE REFERENCE MARK.
 GG0664'
 GG0664'STATION MARK, A STANDARD DISK STAMPED WILLS 1935 1970, IS
 GG0664'SET IN TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 GG0664'THE SURFACE OF THE GROUND.  IT IS ABOUT 150 FEET SOUTH OF
 GG0664'THE HIGHEST POINT OF PASTURE AND 448 FEET NORTHWEST OF THE
 GG0664'NORTHWEST CORNER OF CHICKEN HOUSE NO. 1.  THE UNDERGROUND
 GG0664'MARK IS A STANDARD DISK STAMPED WILLS 1935, SET IN THE TOP
 GG0664'OF AN IRREGULAR MASS OF CONCRETE 3.5 FEET BELOW THE SURFACE
 GG0664'OF THE GROUND.
 GG0664'
 GG0664'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WILLS 1935
 GG0664'NO. 3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GG0664'PROJECTS 2 INCHES.  IT IS 63.5 FEET NORTH-NORTHWEST OF THE
 GG0664'NORTHWEST CORNER OF CHICKEN HOUSE NO. 1, 6 FEET NORTHWEST
 GG0664'OF A LARGE OAK TREE, AND 1.5 FEET SOUTHWEST OF AN OLD FENCE.
 GG0664'
 GG0664'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WILLS 1935
 GG0664'NO. 4 1970 IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GG0664'PROJECTS 1 INCH.  IT IS IN OPEN PASTURE LAND AND ABOUT 3 FEET
 GG0664'LOWER IN ELEVATION THAN THE STATION.
 GG0664'
 GG0664'THE OLD CONCRETE POST WHICH THE AZIMUTH MARK WAS SET IN IS
 GG0664'13 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN
 GG0664'WHICH IS NORTHWEST OF MR. BURROWS HOUSE AND 3 FEET NORTH
 GG0664'OF A BOARD FENCE AT THE SOUTH SIDE OF A BARNYARD.
 GG0664'
 GG0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 GG0664'3 MILES NORTHWEST OF GRAVETTE.
 GG0664
 GG0664                          STATION RECOVERY (1989)
 GG0664
 GG0664'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1357 ***********************************************************************
 DK1357  DESIGNATION -  WILMOT
 DK1357  PID         -  DK1357
 DK1357  STATE/COUNTY-  AR/ASHLEY
 DK1357  USGS QUAD   -  WILMOT (1960)
 DK1357
 DK1357                         *CURRENT SURVEY CONTROL
 DK1357  ___________________________________________________________________
 DK1357* NAD 83(1986)-  33 03 38.     (N)    091 34 22.     (W)     SCALED    
 DK1357* NAVD 88     -        34.965  (meters)     114.71   (feet)  ADJUSTED  
 DK1357  ___________________________________________________________________
 DK1357  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DK1357  DYNAMIC HT  -          34.927 (meters)     114.59  (feet)  COMP
 DK1357  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 DK1357
 DK1357  VERT ORDER  -  SECOND    CLASS 0
 DK1357
 DK1357.The horizontal coordinates were scaled from a topographic map and have
 DK1357.an estimated accuracy of +/- 6 seconds.
 DK1357
 DK1357.The orthometric height was determined by differential leveling
 DK1357.and adjusted by the National Geodetic Survey in June 1991..
 DK1357
 DK1357.The geoid height was determined by GEOID03.
 DK1357
 DK1357.The dynamic height is computed by dividing the NAVD 88
 DK1357.geopotential number by the normal gravity value computed on the
 DK1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1357.degrees latitude (g = 980.6199 gals.).
 DK1357
 DK1357.The modeled gravity was interpolated from observed gravity values.
 DK1357
 DK1357;                    North         East    Units  Estimated Accuracy
 DK1357;SPC AR S     -   443,770.      439,900.      MT  (+/- 180 meters Scaled)
 DK1357
 DK1357                          SUPERSEDED SURVEY CONTROL
 DK1357
 DK1357  NGVD 29 (??/??/??)   35.080  (m)          115.09   (f) ADJUSTED    2 0
 DK1357
 DK1357.Superseded values are not recommended for survey control.
 DK1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1357.See file dsdata.txt to determine how the superseded data were derived.
 DK1357
 DK1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS332589(NAD 83)
 DK1357_MARKER: P = PIPE CAP
 DK1357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1357
 DK1357  HISTORY     - Date     Condition        Report By
 DK1357  HISTORY     - UNK      MONUMENTED       DOD
 DK1357  HISTORY     - 1934     GOOD             CGS
 DK1357  HISTORY     - 1944     GOOD             MPRR
 DK1357
 DK1357                          STATION DESCRIPTION
 DK1357
 DK1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1357'IN WILMOT.
 DK1357'MARKER IS THE TOP OF A CAP ON A 1 1/2-INCH IRON PIPE PROJECTING ABOUT
 DK1357'4 INCHES ABOVE THE GROUND.  LOCATED AT WILMOT, ASHLEY COUNTY,
 DK1357'ARKANSAS.  ABOUT 55 YARDS NORTHEAST OF THE MISSOURI PACIFIC RAILROAD
 DK1357'STATION, ABOUT 33 YARDS WEST OF THE TRACK, AND IN THE SOUTHEAST CORNER
 DK1357'OF THE YARD AROUND HOTEL CHESMETT.  NOTE-- THE HOTEL CHESMETT HAS
 DK1357'BURNED AND THE FENCE IS GONE.  ALSO THE STATION HAS BEEN ALTERED SO
 DK1357'THE MARK IS NOW 263 FEET FROM THE NORTH CORNER.
 DK1357
 DK1357                          STATION RECOVERY (1944)
 DK1357
 DK1357'RECOVERY NOTE BY MISSOURI PACIFIC RAILROAD 1944
 DK1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1358 ***********************************************************************
 DK1358  DESIGNATION -  WILMOT BOLT
 DK1358  PID         -  DK1358
 DK1358  STATE/COUNTY-  AR/ASHLEY
 DK1358  USGS QUAD   -  WILMOT (1960)
 DK1358
 DK1358                         *CURRENT SURVEY CONTROL
 DK1358  ___________________________________________________________________
 DK1358* NAD 83(1986)-  33 03 38.     (N)    091 34 22.     (W)     SCALED    
 DK1358* NAVD 88     -        33.74   (+/-2cm)     110.7    (feet)  VERTCON   
 DK1358  ___________________________________________________________________
 DK1358  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DK1358
 DK1358  VERT ORDER  -  ? (See Below)
 DK1358
 DK1358.The horizontal coordinates were scaled from a topographic map and have
 DK1358.an estimated accuracy of +/- 6 seconds.
 DK1358
 DK1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1358.The vertical order pertains to the NGVD 29 superseded value.
 DK1358
 DK1358.The geoid height was determined by GEOID03.
 DK1358
 DK1358;                    North         East    Units  Estimated Accuracy
 DK1358;SPC AR S     -   443,770.      439,900.      MT  (+/- 180 meters Scaled)
 DK1358
 DK1358                          SUPERSEDED SURVEY CONTROL
 DK1358
 DK1358  NGVD 29 (??/??/??)   33.851  (m)          111.06   (f) ADJUSTED    ?  
 DK1358
 DK1358.Superseded values are not recommended for survey control.
 DK1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1358.See file dsdata.txt to determine how the superseded data were derived.
 DK1358
 DK1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS332589(NAD 83)
 DK1358_MARKER: B = BOLT
 DK1358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1358
 DK1358  HISTORY     - Date     Condition        Report By
 DK1358  HISTORY     - UNK      MONUMENTED       DOD
 DK1358  HISTORY     - 1934     GOOD             CGS
 DK1358
 DK1358                          STATION DESCRIPTION
 DK1358
 DK1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1358'IN WILMOT.
 DK1358'AT WILMOT, ASHLEY COUNTY, 237 FEET NORTH OF THE NORTH CORNER OF THE
 DK1358'MISSOURI PACIFIC RAILROAD STATION, AT THE EAST CORNER OF THE YARD
 DK1358'SURROUNDING HOTEL CHESNUTT, 49 FEET SOUTHEAST OF THE EAST CORNER OF
 DK1358'THE KITCHEN, 9 FEET FROM A PIN OAK TREE, AND 3-1/2 FEET FROM THE
 DK1358'CORNER FENCE POST.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 DK1358'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1358'PROJECTING ABOUT 6 INCHES ABOVE GROUND AND BEARING A CORPS OF
 DK1358'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1359 ***********************************************************************
 DK1359  DESIGNATION -  WILMOT CAP
 DK1359  PID         -  DK1359
 DK1359  STATE/COUNTY-  AR/ASHLEY
 DK1359  USGS QUAD   -  WILMOT (1960)
 DK1359
 DK1359                         *CURRENT SURVEY CONTROL
 DK1359  ___________________________________________________________________
 DK1359* NAD 83(1986)-  33 03 38.     (N)    091 34 22.     (W)     SCALED    
 DK1359* NAVD 88     -        34.96   (+/-2cm)     114.7    (feet)  VERTCON   
 DK1359  ___________________________________________________________________
 DK1359  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DK1359
 DK1359  VERT ORDER  -  ? (See Below)
 DK1359
 DK1359.The horizontal coordinates were scaled from a topographic map and have
 DK1359.an estimated accuracy of +/- 6 seconds.
 DK1359
 DK1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1359.The vertical order pertains to the NGVD 29 superseded value.
 DK1359
 DK1359.The geoid height was determined by GEOID03.
 DK1359
 DK1359;                    North         East    Units  Estimated Accuracy
 DK1359;SPC AR S     -   443,770.      439,900.      MT  (+/- 180 meters Scaled)
 DK1359
 DK1359                          SUPERSEDED SURVEY CONTROL
 DK1359
 DK1359  NGVD 29 (??/??/??)   35.072  (m)          115.07   (f) ADJUSTED    ?  
 DK1359
 DK1359.Superseded values are not recommended for survey control.
 DK1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1359.See file dsdata.txt to determine how the superseded data were derived.
 DK1359
 DK1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS332589(NAD 83)
 DK1359_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1359_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1359_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1359
 DK1359  HISTORY     - Date     Condition        Report By
 DK1359  HISTORY     - UNK      MONUMENTED       DOD
 DK1359  HISTORY     - 1934     GOOD             CGS
 DK1359
 DK1359                          STATION DESCRIPTION
 DK1359
 DK1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1359'IN WILMOT.
 DK1359'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED AT WILMOT, ASHLEY
 DK1359'COUNTY, ARK.  CAP IS 6 INCHES ABOVE THE GROUND.  IN N.E. CORNER OF
 DK1359'YARD SURROUNDING OLD BRICK HOTEL CHESNUTT.  3 1/2 FEET FROM CORNER
 DK1359'POST OF FENCE.  9 FEET WEST OF PIN OAK TREE.  27 FEET S.E. FROM INSIDE
 DK1359'CURVE OF PAVED ROAD.  76 FEET NORTH OF OLD U.S.C.E. P.B.M. WILMOT. 49
 DK1359'FEET EAST OF N.E. CORNER OF KITCHEN OF HOTEL CHESNUTT. 78 FEET N.E. OF
 DK1359'S.E. CORNER OF PORCH OF HOTEL CHESNUTT. 237 FEET N.W. CORNER OF WILMOT
 DK1359'DEPOT.  OF MO. PAC. R.R.  84 FEET WEST OF SWITCH TRACK OF MO. PAC.
 DK1359'R.R.  IN SEC. 12, T-19-S, R-4-W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1450 ***********************************************************************
 DL1450  DESIGNATION -  WILSON
 DL1450  PID         -  DL1450
 DL1450  STATE/COUNTY-  AR/NEVADA
 DL1450  USGS QUAD   -  PRESCOTT WEST (1970)
 DL1450
 DL1450                         *CURRENT SURVEY CONTROL
 DL1450  ___________________________________________________________________
 DL1450* NAD 83(1997)-  33 52 24.25484(N)    093 24 19.10929(W)     ADJUSTED  
 DL1450* NAVD 88     -       127.6    (meters)     419.     (feet)  VERTCON   
 DL1450  ___________________________________________________________________
 DL1450  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DL1450  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL1450
 DL1450  HORZ ORDER  -  SECOND
 DL1450
 DL1450.The horizontal coordinates were established by classical geodetic methods
 DL1450.and adjusted by the National Geodetic Survey in September 1999..
 DL1450
 DL1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1450
 DL1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1450
 DL1450.The geoid height was determined by GEOID03.
 DL1450
 DL1450;                    North         East     Units Scale Factor Converg.
 DL1450;SPC AR S     -   534,734.102   269,992.803   MT  0.99992240   -0 47 11.5
 DL1450;SPC AR S     - 1,754,373.47    885,801.39   sFT  0.99992240   -0 47 11.5
 DL1450;UTM  15      - 3,748,193.320   462,515.119   MT  0.99961732   -0 13 33.3
 DL1450
 DL1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1450!SPC AR S     -   0.99998420  x   0.99992240  =   0.99990660
 DL1450!UTM  15      -   0.99998420  x   0.99961732  =   0.99960152
 DL1450
 DL1450|---------------------------------------------------------------------|
 DL1450| PID    Reference Object                     Distance      Geod. Az  |
 DL1450|                                                           dddmmss.s |
 DL1450| CX7418 WILSON RM 1                          28.127 METERS 04314     |
 DL1450| DL1456 PRESCOTT OZAN LUMBER CO TANK        APPROX. 7.6 KM 1761319.4 |
 DL1450| CX7417 WILSON AZ MK                                       1902114.4 |
 DL1450| DL1451 WILSON RM 2                          20.921 METERS 27317     |
 DL1450|---------------------------------------------------------------------|
 DL1450
 DL1450                          SUPERSEDED SURVEY CONTROL
 DL1450
 DL1450  NAD 83(1997)-  33 52 24.26324(N)    093 24 19.10221(W) AD(       ) 2
 DL1450  NAD 83(1986)-  33 52 24.26441(N)    093 24 19.09989(W) AD(       ) 2
 DL1450  NAD 27      -  33 52 23.87640(N)    093 24 18.46360(W) AD(       ) 2
 DL1450  NGVD 29 (07/19/86)  127.6    (m)          419.     (f) VERT ANG       
 DL1450
 DL1450.Superseded values are not recommended for survey control.
 DL1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1450.See file dsdata.txt to determine how the superseded data were derived.
 DL1450
 DL1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6251548193(NAD 83)
 DL1450_MARKER: DS = TRIANGULATION STATION DISK
 DL1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1450
 DL1450  HISTORY     - Date     Condition        Report By
 DL1450  HISTORY     - 1957     MONUMENTED       CGS
 DL1450  HISTORY     - 1963     GOOD             CGS
 DL1450  HISTORY     - 19690418 GOOD             USGS
 DL1450
 DL1450                          STATION DESCRIPTION
 DL1450
 DL1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1450'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF PRESCOTT
 DL1450'AT THE SITE OF THE IRON SPRINGS LOOKOUT TOWER (NO. 61), 40 FEET
 DL1450'EAST OF THE CENTER OF A DRIVEWAY, 35 FEET WEST OF THE CENTER OF A
 DL1450'GRAVELED ROAD AND 23 FEET SOUTHEAST OF A POWER POLE.  THE MARK IS
 DL1450'STAMPED WILSON 1957 AND IS FLUSH WITH THE GROUND SURFACE.
 DL1450'
 DL1450'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE CENTER OF GRAVELED
 DL1450'ROAD AND 6 FEET NORTH OF THE CENTER OF A TRACK ROAD.  IT IS
 DL1450'STAMPED WILSON NO 1 1957 AND PROJECTS 6 INCHES.
 DL1450'
 DL1450'REFERENCE MARK NO. 2 IS DIRECTLY BENEATH THE CENTER OF THE
 DL1450'LOOKOUT TOWER AND IS 5 FEET HIGHER IN ELEVATION THAN THE
 DL1450'STATION.  IT IS STAMPED WILSON NO 2 1957 AND IS FLUSH WITH THE
 DL1450'GROUND SURFACE.
 DL1450'
 DL1450'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 40 FEET
 DL1450'SOUTH-SOUTHWEST OF A MAIL BOX, 20 FEET WEST OF THE CENTER OF A
 DL1450'GRAVELED ROAD, 5 FEET WEST OF A FENCE CORNER AND WITNESS POST AND
 DL1450'1 FOOT NORTH OF A FENCE LINE.  IT IS STAMPED WILSON 1957 AND IS
 DL1450'FLUSH WITH THE GROUND SURFACE.
 DL1450'
 DL1450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 DL1450'STATE HIGHWAYS 24 AND 19, JUST NORTH OF THE RAILROAD STATION IN
 DL1450'PRESCOTT, GO WEST ON STATE HIGHWAYS 24 AND 19 FOR 0.45 MILE
 DL1450'TO A FORK AND JUNCTION, TAKE RIGHT FORK AND GO NORTHWEST AND
 DL1450'WEST ON STATE HIGHWAY 19 FOR 3.0 MILES TO A CROSSROAD.  TURN
 DL1450'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 1.4 MILES TO THE AZIMUTH
 DL1450'MARK ON LEFT AS DESCRIBED, CONTINUE NORTH AND NORTHEAST FOR
 DL1450'0.55 MILE TO A FORK, TAKE LEFT FORK AND GO NORTH FOR 0.05
 DL1450'MILE TO LOOKOUT TOWER SITE AND STATION AS DESCRIBED.
 DL1450'
 DL1450'HEIGHT OF LIGHT ABOVE STATION MARK 30.50 METERS.
 DL1450
 DL1450                          STATION RECOVERY (1963)
 DL1450
 DL1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1450'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1450'CONDITION.
 DL1450'
 DL1450'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1450'RECOVERY.
 DL1450
 DL1450                          STATION RECOVERY (1969)
 DL1450
 DL1450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1907 ***********************************************************************
 FF1907  DESIGNATION -  WILSON
 FF1907  PID         -  FF1907
 FF1907  STATE/COUNTY-  AR/MISSISSIPPI
 FF1907  USGS QUAD   -  WILSON (1983)
 FF1907
 FF1907                         *CURRENT SURVEY CONTROL
 FF1907  ___________________________________________________________________
 FF1907* NAD 83(1997)-  35 33 54.74560(N)    090 03 07.91291(W)     ADJUSTED  
 FF1907* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 FF1907  ___________________________________________________________________
 FF1907  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 FF1907  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF1907
 FF1907  HORZ ORDER  -  FIRST
 FF1907
 FF1907.The horizontal coordinates were established by classical geodetic methods
 FF1907.and adjusted by the National Geodetic Survey in September 1999..
 FF1907
 FF1907.The orthometric height was scaled from a topographic map.
 FF1907
 FF1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1907
 FF1907.The geoid height was determined by GEOID03.
 FF1907
 FF1907;                    North         East     Units Scale Factor Converg.
 FF1907;SPC AR N     -   138,412.218   576,557.131   MT  0.99993599   +1 08 00.3
 FF1907;SPC AR N     -   454,107.42  1,891,587.85   sFT  0.99993599   +1 08 00.3
 FF1907;SPC TN       -   144,279.112   232,763.788   MT  0.99995935   -2 22 20.3
 FF1907;SPC TN       -   473,355.72    763,659.19   sFT  0.99995935   -2 22 20.3
 FF1907;UTM  15      - 3,939,724.763   767,167.497   MT  1.00047970   +1 42 56.0
 FF1907;UTM  16      - 3,940,013.264   223,367.931   MT  1.00054314   -1 46 34.9
 FF1907
 FF1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1907!SPC AR N     -   0.99999303  x   0.99993599  =   0.99992902
 FF1907!SPC TN       -   0.99999303  x   0.99995935  =   0.99995238
 FF1907!UTM  15      -   0.99999303  x   1.00047970  =   1.00047273
 FF1907!UTM  16      -   0.99999303  x   1.00054314  =   1.00053617
 FF1907
 FF1907|---------------------------------------------------------------------|
 FF1907| PID    Reference Object                     Distance      Geod. Az  |
 FF1907|                                                           dddmmss.s |
 FF1907| CI4948 WILSON RM 2                          71.000 METERS 15122     |
 FF1907| CI4947 WILSON RM 1                         138.700 METERS 21542     |
 FF1907| FF1936 SHAWNEE RESET                       APPROX. 9.7 KM 2161543.8 |
 FF1907|---------------------------------------------------------------------|
 FF1907
 FF1907                          SUPERSEDED SURVEY CONTROL
 FF1907
 FF1907  NAD 83(1997)-  35 33 54.74558(N)    090 03 07.91293(W) AD(       ) 1
 FF1907  NAD 83(1986)-  35 33 54.75671(N)    090 03 07.91372(W) AD(       ) 1
 FF1907  NAD 27      -  35 33 54.46660(N)    090 03 07.58960(W) AD(       ) 1
 FF1907
 FF1907.Superseded values are not recommended for survey control.
 FF1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1907.See file dsdata.txt to determine how the superseded data were derived.
 FF1907
 FF1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6716739725(NAD 83)
 FF1907_MARKER: DS = TRIANGULATION STATION DISK
 FF1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1907
 FF1907  HISTORY     - Date     Condition        Report By
 FF1907  HISTORY     - 1929     MONUMENTED       CGS
 FF1907
 FF1907                          STATION DESCRIPTION
 FF1907
 FF1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FF1907'ABOUT 1/4 MILE SOUTH OF WILSON, IN NORTHWEST CORNER OF GROUNDS
 FF1907'ABOUT WILSON SCHOOL, ABOUT 100 YARDS WEST OF WEST CORNER OF
 FF1907'SCHOOL, 250 FEET NORTH OF CENTER LINE OF U.S. ROUTE 61, AND
 FF1907'35.6 FEET WEST OF NARROW GRAVEL ROAD LEADING TO REAR OF SCHOOL
 FF1907'GROUNDS.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FF1907'DISKS IN CONCRETE.  REFERENCE MARKS ARE
 FF1907'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 21.9
 FF1907'FEET SOUTHEAST OF HOUSE ON NORTHWEST SIDE OF ROUTE 61, 42
 FF1907'FEET FROM CENTER LINE OF HIGHWAY, AND 138.7 METERS (455
 FF1907'FEET) FROM STATION, S 35 DEG 42 MIN 05 SEC W.  NO. 2
 FF1907'IS 32 FEET SOUTHEAST OF CENTER LINE OF ROUTE 61, 32 FEET
 FF1907'SOUTHEAST OF CURB OF ROAD LEADING FROM WEST TO MAIN
 FF1907'ENTRANCE OF SCHOOL, AND 71.0 METERS (233 FEET) FROM STATION,
 FF1907'S 28 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1906 ***********************************************************************
 FF1906  DESIGNATION -  WILSON CRAIN COTTON GIN TANK
 FF1906  PID         -  FF1906
 FF1906  STATE/COUNTY-  AR/MISSISSIPPI
 FF1906  USGS QUAD   -  WILSON (1983)
 FF1906
 FF1906                         *CURRENT SURVEY CONTROL
 FF1906  ___________________________________________________________________
 FF1906* NAD 83(1997)-  35 34 56.49119(N)    090 01 59.11514(W)     ADJUSTED  
 FF1906* NAVD 88     -                                                        
 FF1906  ___________________________________________________________________
 FF1906  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 FF1906  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FF1906
 FF1906  HORZ ORDER  -  THIRD
 FF1906
 FF1906.The horizontal coordinates were established by classical geodetic methods
 FF1906.and adjusted by the National Geodetic Survey in September 1999..
 FF1906
 FF1906
 FF1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1906
 FF1906.The geoid height was determined by GEOID03.
 FF1906
 FF1906;                    North         East     Units Scale Factor Converg.
 FF1906;SPC AR N     -   140,349.136   578,251.150   MT  0.99993594   +1 08 40.4
 FF1906;SPC AR N     -   460,462.12  1,897,145.65   sFT  0.99993594   +1 08 40.4
 FF1906;SPC TN       -   146,108.861   234,573.117   MT  0.99995800   -2 21 40.1
 FF1906;SPC TN       -   479,358.82    769,595.30   sFT  0.99995800   -2 21 40.1
 FF1906;UTM  15      - 3,941,679.876   768,842.657   MT  1.00049076   +1 43 38.6
 FF1906;UTM  16      - 3,941,862.789   225,159.178   MT  1.00053096   -1 45 57.5
 FF1906
 FF1906                          SUPERSEDED SURVEY CONTROL
 FF1906
 FF1906  NAD 83(1997)-  35 34 56.49145(N)    090 01 59.11488(W) AD(       ) 4
 FF1906  NAD 83(1986)-  35 34 56.50217(N)    090 01 59.11312(W) AD(       ) 4
 FF1906  NAD 27      -  35 34 56.20500(N)    090 01 58.80200(W) AD(       ) 3
 FF1906
 FF1906.Superseded values are not recommended for survey control.
 FF1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1906.See file dsdata.txt to determine how the superseded data were derived.
 FF1906
 FF1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6884341680(NAD 83)
 FF1906_MARKER: 53 = ELEVATED TANK
 FF1906
 FF1906  HISTORY     - Date     Condition        Report By
 FF1906  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1906  HISTORY     - 1979     GOOD             NGS
 FF1906  HISTORY     - 1987     GOOD             USPSQD
 FF1906
 FF1906                          STATION DESCRIPTION
 FF1906
 FF1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1906'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF WILSON, ALONG
 FF1906'US HIGHWAY 61.  IT IS AN ELEVATED STEEL TANK, SUPPORTED
 FF1906'ON FOUR LEGS, ALUMINUM IN COLOR, AND ABOUT 140 FEET HIGH.
 FF1906'THE POINT OBSERVED ON WAS THE APEX OF THE TANK ROOF.
 FF1906
 FF1906                          STATION RECOVERY (1979)
 FF1906
 FF1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1906'THE STATION, WILSON CRAIN COTTON GIN TANK, IS BALL TOP CENTER.
 FF1906'THE TANK HAS A CYLIDRICAL BODY, CONICAL SHAPED TOP, HEMISPHERICAL
 FF1906'BOTTOM, 4 TRUSS-WORK LEGS, IS SILVER IN COLOR AND 43 METERS IN
 FF1906'HEIGHT.  IT IS OWNED BY CRAIN COTTON GIN.
 FF1906'
 FF1906'THE STATION IS LOCATED
 FF1906'2.0 KM NORTH-NORTHEAST OF WILSON, 91 METERS NORTH OF
 FF1906'A PAVED ROAD, 61 METERS EAST OF U.S. HIGHWAY 61 AND 30 METERS EAST
 FF1906'OF RAILROAD TRACKS.
 FF1906
 FF1906                          STATION RECOVERY (1987)
 FF1906
 FF1906'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FF1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1909 ***********************************************************************
 FF1909  DESIGNATION -  WILSON MUNICIPAL TANK
 FF1909  PID         -  FF1909
 FF1909  STATE/COUNTY-  AR/MISSISSIPPI
 FF1909  USGS QUAD   -  WILSON (1983)
 FF1909
 FF1909                         *CURRENT SURVEY CONTROL
 FF1909  ___________________________________________________________________
 FF1909* NAD 83(1997)-  35 33 48.45503(N)    090 02 12.15423(W)     ADJUSTED  
 FF1909* NAVD 88     -                                                        
 FF1909  ___________________________________________________________________
 FF1909  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 FF1909  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FF1909
 FF1909  HORZ ORDER  -  THIRD
 FF1909
 FF1909.The horizontal coordinates were established by classical geodetic methods
 FF1909.and adjusted by the National Geodetic Survey in September 1999..
 FF1909
 FF1909
 FF1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1909
 FF1909.The geoid height was determined by GEOID03.
 FF1909
 FF1909;                    North         East     Units Scale Factor Converg.
 FF1909;SPC AR N     -   138,246.279   577,964.757   MT  0.99993600   +1 08 32.8
 FF1909;SPC AR N     -   453,563.00  1,896,206.04   sFT  0.99993600   +1 08 32.8
 FF1909;SPC TN       -   144,027.404   234,158.666   MT  0.99995949   -2 21 47.7
 FF1909;SPC TN       -   472,529.91    768,235.56   sFT  0.99995949   -2 21 47.7
 FF1909;UTM  15      - 3,939,573.049   768,577.509   MT  1.00048901   +1 43 28.2
 FF1909;UTM  16      - 3,939,775.940   224,766.161   MT  1.00053363   -1 46 02.2
 FF1909
 FF1909                          SUPERSEDED SURVEY CONTROL
 FF1909
 FF1909  NAD 83(1997)-  35 33 48.45532(N)    090 02 12.15398(W) AD(       ) 4
 FF1909  NAD 83(1986)-  35 33 48.46539(N)    090 02 12.15233(W) AD(       ) 4
 FF1909  NAD 27      -  35 33 48.17700(N)    090 02 11.82700(W) AD(       ) 3
 FF1909
 FF1909.Superseded values are not recommended for survey control.
 FF1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1909.See file dsdata.txt to determine how the superseded data were derived.
 FF1909
 FF1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6857839573(NAD 83)
 FF1909_MARKER: 53 = ELEVATED TANK
 FF1909
 FF1909  HISTORY     - Date     Condition        Report By
 FF1909  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1909  HISTORY     - 1979     GOOD             NGS
 FF1909  HISTORY     - 1987     GOOD             USPSQD
 FF1909
 FF1909                          STATION DESCRIPTION
 FF1909
 FF1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1909'THE STATION IS LOCATED IN THE EASTERN PART OF WILSON.  IT
 FF1909'IS AN ELEVATED STEEL TANK, SUPPORTED ON FOUR LEGS, ALUMINUM IN
 FF1909'COLOR, AND ABOUT 110 FEET HIGH.  THE POINT OBSERVED ON WAS
 FF1909'THE APEX OF THE TANK ROOF.
 FF1909
 FF1909                          STATION RECOVERY (1979)
 FF1909
 FF1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1909'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FF1909'THE STATION, WILSON MUNICIPAL TANK, IS BALL TOP CENTER.
 FF1909'THE TANK HAS A CYLINDRICAL BODY, CONICAL SHAPED TOP, HEMISPHERICAL
 FF1909'BOTTOM, 4 TRUSS-WORK LEGS AND IS 36 METERS IN HEIGHT.  IT IS
 FF1909'PAINTED RED, WHITE, AND BLUE AND IS OWNED BY THE CITY OF WILSON.
 FF1909'
 FF1909'THE STATION IS LOCATED
 FF1909'IN THE SOUTHWEST EDGE OF WILSON, 93 METERS WEST OF
 FF1909'CENTERLINE OF PAVED ROAD.
 FF1909
 FF1909                          STATION RECOVERY (1987)
 FF1909
 FF1909'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 FF1909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1451 ***********************************************************************
 DL1451  DESIGNATION -  WILSON RM 2
 DL1451  PID         -  DL1451
 DL1451  STATE/COUNTY-  AR/NEVADA
 DL1451  USGS QUAD   -  PRESCOTT WEST (1970)
 DL1451
 DL1451                         *CURRENT SURVEY CONTROL
 DL1451  ___________________________________________________________________
 DL1451* NAD 83(1997)-  33 52 24.29365(N)    093 24 19.92200(W)     ADJUSTED  
 DL1451* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 DL1451  ___________________________________________________________________
 DL1451  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DL1451  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DL1451
 DL1451  HORZ ORDER  -  SECOND
 DL1451
 DL1451.The horizontal coordinates were established by classical geodetic methods
 DL1451.and adjusted by the National Geodetic Survey in September 1999..
 DL1451
 DL1451.The orthometric height was scaled from a topographic map.
 DL1451
 DL1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1451
 DL1451.The geoid height was determined by GEOID03.
 DL1451
 DL1451;                    North         East     Units Scale Factor Converg.
 DL1451;SPC AR S     -   534,735.585   269,971.936   MT  0.99992240   -0 47 12.0
 DL1451;SPC AR S     - 1,754,378.33    885,732.93   sFT  0.99992240   -0 47 12.0
 DL1451;UTM  15      - 3,748,194.597   462,494.245   MT  0.99961734   -0 13 33.7
 DL1451
 DL1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1451!SPC AR S     -   0.99998398  x   0.99992240  =   0.99990638
 DL1451!UTM  15      -   0.99998398  x   0.99961734  =   0.99960132
 DL1451
 DL1451                          SUPERSEDED SURVEY CONTROL
 DL1451
 DL1451  NAD 83(1997)-  33 52 24.30205(N)    093 24 19.91492(W) AD(       ) 2
 DL1451  NAD 83(1986)-  33 52 24.30321(N)    093 24 19.91259(W) AD(       ) 2
 DL1451  NAD 27      -  33 52 23.91520(N)    093 24 19.27630(W) AD(       ) 2
 DL1451
 DL1451.Superseded values are not recommended for survey control.
 DL1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1451.See file dsdata.txt to determine how the superseded data were derived.
 DL1451
 DL1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6249448195(NAD 83)
 DL1451_MARKER: 57 = LOOKOUT TOWER
 DL1451
 DL1451  HISTORY     - Date     Condition        Report By
 DL1451  HISTORY     - 1957     FIRST OBSERVED   CGS
 DL1451
 DL1451                          STATION DESCRIPTION
 DL1451
 DL1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1451'THE STATION IS AN ELEVATED, GLASS ENCLOSED, OBSERVATION CAB THAT
 DL1451'IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND HAS AN OVERALL
 DL1451'HEIGHT OF 110 FEET.
 DL1451'
 DL1451'THE TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE BASE
 DL1451'OF THE LOOKOUT TOWER TO TRIANGULATION STATION WILSON.  (SEE
 DL1451'DESCRIPTION THEREOF.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1078 ***********************************************************************
 DM1078  DESIGNATION -  WILTON
 DM1078  PID         -  DM1078
 DM1078  STATE/COUNTY-  AR/LITTLE RIVER
 DM1078  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1078
 DM1078                         *CURRENT SURVEY CONTROL
 DM1078  ___________________________________________________________________
 DM1078* NAD 83(1997)-  33 44 31.23692(N)    094 10 04.17195(W)     ADJUSTED  
 DM1078* NAVD 88     -        97.696  (meters)     320.52   (feet)  ADJUSTED  
 DM1078  ___________________________________________________________________
 DM1078  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DM1078  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DM1078  DYNAMIC HT  -          97.595 (meters)     320.19  (feet)  COMP
 DM1078  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 DM1078
 DM1078  HORZ ORDER  -  FIRST
 DM1078  VERT ORDER  -  FIRST     CLASS II
 DM1078
 DM1078.The horizontal coordinates were established by classical geodetic methods
 DM1078.and adjusted by the National Geodetic Survey in September 1999..
 DM1078
 DM1078.The orthometric height was determined by differential leveling
 DM1078.and adjusted by the National Geodetic Survey in June 1991..
 DM1078
 DM1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1078
 DM1078.The geoid height was determined by GEOID03.
 DM1078
 DM1078.The dynamic height is computed by dividing the NAVD 88
 DM1078.geopotential number by the normal gravity value computed on the
 DM1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1078.degrees latitude (g = 980.6199 gals.).
 DM1078
 DM1078.The modeled gravity was interpolated from observed gravity values.
 DM1078
 DM1078;                    North         East     Units Scale Factor Converg.
 DM1078;SPC AR S     -   521,395.441   199,151.266   MT  0.99993142   -1 12 47.9
 DM1078;SPC AR S     - 1,710,611.54    653,382.11   sFT  0.99993142   -1 12 47.9
 DM1078;UTM  15      - 3,734,163.583   391,826.011   MT  0.99974426   -0 38 55.5
 DM1078
 DM1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1078!SPC AR S     -   0.99998892  x   0.99993142  =   0.99992034
 DM1078!UTM  15      -   0.99998892  x   0.99974426  =   0.99973319
 DM1078
 DM1078:                Primary Azimuth Mark                     Grid Az
 DM1078:SPC AR S     -  OKAY IDEAL CEMENT CO STACK               083 28 25.9
 DM1078:UTM  15      -  OKAY IDEAL CEMENT CO STACK               082 54 33.5
 DM1078
 DM1078|---------------------------------------------------------------------|
 DM1078| PID    Reference Object                     Distance      Geod. Az  |
 DM1078|                                                           dddmmss.s |
 DM1078| DL1586 OKAY IDEAL CEMENT CO STACK          APPROX.22.5 KM 0821538.0 |
 DM1078| DL1583 OKAY IDEAL CEMENT CO TANK           APPROX.22.7 KM 0831336.5 |
 DM1078| CX7419 WILTON AZ MK                                       0924013.9 |
 DM1078| DM1081 WILTON AZ MK 2                                     0934026.5 |
 DM1078| CX7420 WILTON RM 1                         175.870 METERS 09527     |
 DM1078| DM1178 ASHDOWN CITY WATER TANK             APPROX. 8.3 KM 1532104.3 |
 DM1078| DM1175 ASHDOWN FEDERAL COMPRESS CO TK      APPROX. 9.2 KM 1544402.8 |
 DM1078| CX7421 WILTON RM 2                          29.511 METERS 18020     |
 DM1078| DM1079 WILTON RM 4                          32.477 METERS 18058     |
 DM1078| DM1177 LOOKOUT TOWER 10+3 AFC              APPROX. 5.3 KM 2403048.6 |
 DM1078| DM1080 WILTON RM 3                          25.330 METERS 25236     |
 DM1078|---------------------------------------------------------------------|
 DM1078
 DM1078                          SUPERSEDED SURVEY CONTROL
 DM1078
 DM1078  NAD 83(1997)-  33 44 31.24144(N)    094 10 04.16828(W) AD(       ) 1
 DM1078  NAD 83(1997)-  33 44 31.24148(N)    094 10 04.16775(W) AD(       ) 1
 DM1078  NAD 83(1986)-  33 44 31.24298(N)    094 10 04.16250(W) AD(       ) 1
 DM1078  NAD 27      -  33 44 30.81600(N)    094 10 03.45600(W) AD(       ) 1
 DM1078  NGVD 29 (07/19/86)   97.71   (m)          320.6    (f) LEVELING    3  
 DM1078
 DM1078.Superseded values are not recommended for survey control.
 DM1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1078.See file dsdata.txt to determine how the superseded data were derived.
 DM1078
 DM1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9182634164(NAD 83)
 DM1078_MARKER: DS = TRIANGULATION STATION DISK
 DM1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1078_SP_SET: CONCRETE POST
 DM1078_STAMPING: WILTON 1930
 DM1078_MARK LOGO: CGS   
 DM1078_PROJECTION: PROJECTING 5 CENTIMETERS
 DM1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1078+STABILITY: SURFACE MOTION
 DM1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1078+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1992
 DM1078
 DM1078  HISTORY     - Date     Condition        Report By
 DM1078  HISTORY     - 1930     MONUMENTED       CGS
 DM1078  HISTORY     - 1938     GOOD             TSI
 DM1078  HISTORY     - 1941     GOOD             CGS
 DM1078  HISTORY     - 1949     GOOD             USGS
 DM1078  HISTORY     - 1951     GOOD             CGS
 DM1078  HISTORY     - 1962     GOOD             CGS
 DM1078  HISTORY     - 1967     GOOD             CGS
 DM1078  HISTORY     - 1985     GOOD             NGS
 DM1078  HISTORY     - 1989     GOOD             USPSQD
 DM1078  HISTORY     - 1990     GOOD             USPSQD
 DM1078  HISTORY     - 19920823 GOOD             USPSQD
 DM1078  HISTORY     - 19921129 POOR             NOS
 DM1078  HISTORY     - 19971025 GOOD             USPSQD
 DM1078
 DM1078                          STATION DESCRIPTION
 DM1078
 DM1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1078'STATION IS ABOUT 7 MILES NW OF ASHDOWN, 1 MILE W OF WILTON
 DM1078'ON THE WILTON-ALLENE ROAD, ON LAND OWNED BY J.C. SLUSSER,
 DM1078'IN OR NEAR SEC. 2, T. 12 S, R. 30 W, ON HIGHEST PART OF
 DM1078'BROAD KNOLL.  STATION IS IN THE SE CORNER OF PATCH OF TIMBER
 DM1078'ABOUT 1/4 MILE W OF SLUSSERS HOUSE AND JUST W OF CULTIVATED
 DM1078'FIELD, 20.2 METERS (66 FEET) N OF ROAD, AND 12.2 METERS
 DM1078'(40 FEET) W OF WIRE FENCE.  SURFACE, UNDERGROUND, AND REFERENCE
 DM1078'MARKS ARE STANDARD DISKS IN CONCRETE.
 DM1078'REFERENCE MARK NO. 1 IS IN FENCE LINE N OF ROAD ABOUT 20
 DM1078'METERS (66 FEET) E OF SMALL HOUSE ON S SIDE OF ROAD, AND
 DM1078'ABOUT 150 METERS (492 FEET) FROM STATION.
 DM1078'REFERENCE MARK NO. 2 IS IN FENCE LINE
 DM1078'S OF ROAD, 29.52 METERS (96.9 FEET), FROM STATION.
 DM1078
 DM1078                          STATION RECOVERY (1938)
 DM1078
 DM1078'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 DM1078'STATION RECOVERED IN GOOD CONDITION.
 DM1078
 DM1078                          STATION RECOVERY (1941)
 DM1078
 DM1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DM1078'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DM1078'CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND
 DM1078'TO BE IN ERROR AS NOTED.  A NEW REFERENCE MARK, NAMELY
 DM1078'REFERENCE MARK NO. 3, AND A NEW AZIMUTH MARK WERE ESTABLISHED
 DM1078'BY THIS PARTY.  A COMPLETE DESCRIPTION FOLLOWS--
 DM1078'
 DM1078'THE STATION IS LOCATED ABOUT 1 MILE E OF WILTON, IN THE SE CORNER
 DM1078'OF THE SE 1/4 OF SEC. 2, T. 12 S, R. 30 W, ON THE HIGHEST
 DM1078'POINT OF A PINE TIMBERED KNOLL, ON LAND OWNED BY J.C. SLUSSER.
 DM1078'THE STATION MARK IS 60 FEET N OF THE CENTER LINE OF AN E-W
 DM1078'DIRT ROAD, 51 FEET NW OF A TRIANGLE BLAZED 10-INCH PINE
 DM1078'TREE, 39 FEET W OF A N-S FENCE LINE, 27 FEET N OF A TRIANGLE
 DM1078'BLAZED 10-INCH PINE TREE AND 4 FEET N OF A WHITE REFERENCE
 DM1078'POST.  IT IS STAMPED WILTON 1931 AND PROJECTS ABOUT 4 INCHES.
 DM1078'
 DM1078'REFERENCE MARK NO. 1 IS 30 FEET N OF THE CENTER LINE OF AN
 DM1078'E-W DIRT ROAD, 0.5 FOOT N OF AN E-W FENCE LINE AND 30 FEET
 DM1078'W OF A 14-INCH PINE TREE.  IT IS STAMPED WILTON NO. 1 1930
 DM1078'AND PROJECTS ABOUT 2 INCHES.
 DM1078'
 DM1078'REFERENCE MARK NO. 2 IS 31 FEET S OF THE CENTER LINE OF AN
 DM1078'E-W DIRT ROAD AND 1 FOOT S OF AN E-W FENCE LINE.  IT IS
 DM1078'STAMPED WILTON NO. 2 1930 AND PROJECTS ABOUT 6 INCHES.
 DM1078'
 DM1078'REFERENCE MARK NO. 3 1941, A STANDARD DISK SET IN CONCRETE,
 DM1078'IS 33 FEET N OF THE CENTER LINE OF AN E-W DIRT
 DM1078'ROAD, IS STAMPED WILTON NO. 3 1941 AND PROJECTS ABOUT 6
 DM1078'INCHES.
 DM1078'
 DM1078'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 DM1078'IS 31.8 FEET W OF THE W RAIL OF THE SOUTHERN RAILROAD, 38.5
 DM1078'FEET E OF THE CENTER LINE OF A N-S DIRT ROAD, 19 FEET S OF
 DM1078'THE CENTER LINE OF AN E-W DIRT ROAD, 7 FEET W OF A RAILROAD
 DM1078'CROSSING SIGN AND 2 FEET W OF A WHITE REFERENCE POST.  IT
 DM1078'IS STAMPED WILTON 1941 AND PROJECTS ABOUT 6 INCHES.
 DM1078'
 DM1078'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WILTON, GO
 DM1078'N ON U.S. HIGHWAY 71 FOR 1 BLOCK TO A DIRT ROAD LEFT, W,
 DM1078'TURN LEFT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT,
 DM1078'JUST AFTER CROSSING THE RAILROAD, CONTINUE W ON DIRT ROAD
 DM1078'FOR 0.9 MILE TO A TRIANGLE BLAZED PINE TREE ON THE RIGHT
 DM1078'AND STATION.
 DM1078'
 DM1078'103-FOOT SIGNALS AT STATIONS WINTHROP AND FALLS ARE VISIBLE
 DM1078'AT 77 FEET.
 DM1078'
 DM1078'A 77-FOOT SIGNAL AT STATION LOMMOND IS VISIBLE AT 77 FEET.
 DM1078'
 DM1078'A 100-FOOT SIGNAL AT STATION JEAN IS VISIBLE AT 77 FEET.
 DM1078
 DM1078                          STATION RECOVERY (1949)
 DM1078
 DM1078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DM1078'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION STATES
 DM1078'THAT THIS STATION IS ONE MILE EAST OF WILTON, BUT IT WAS
 DM1078'FOUND ONE MILE WEST OF WILTON.
 DM1078
 DM1078                          STATION RECOVERY (1951)
 DM1078
 DM1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1078'THE STATION WAS RECOVERED AND THE MARKS WERE FOUND TO BE
 DM1078'IN GOOD CONDITION.  AS ONLY AN APPROXIMATE DISTANCE WAS
 DM1078'NOTED TO REFERENCE MARK NO. 1 IN THE ORIGINAL AND THE 1941
 DM1078'DESCRIPTIONS A MEASUREMENT WAS MADE TO THIS MARK WITH A 300
 DM1078'FOOT STEEL TAPE.  THE DIRECTIONS TO THE AZIMUTH MARK AND
 DM1078'REFERENCE MARK NO. 2 WERE FOUND TO BE IN DISAGREEMENT WITH THE
 DM1078'1941 DIRECTIONS.  THE LAND ON WHICH THE STATION IS LOCATED
 DM1078'IS NOW OWNED BY HENRY KAUPHMAN.  THE 1941 DESCRIPTION IS
 DM1078'CORRECT AND ADEQUATE EXCEPT FOR THE ABOVE MENTIONED
 DM1078'DISCREPANCIES.
 DM1078'
 DM1078'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED WILTON
 DM1078'1930.
 DM1078'
 DM1078'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DM1078'WILTON NO. 1 1930.
 DM1078'
 DM1078'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS
 DM1078'STAMPED WILTON NO 2 1930.
 DM1078'
 DM1078'REFERENCE MARK NO. 3 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DM1078'WILTON NO 3 1941.
 DM1078'
 DM1078'THE AZIMUTH MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DM1078'WILTON 1941.
 DM1078'
 DM1078'THE STATION, AND REFERENCE MARK NO. 1 AND 2 ARE STANDARD
 DM1078'DISKS SET IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 DM1078'
 DM1078'THE AZIMUTH MARK AND REFERENCE MARK NO. 3 ARE STANDARD DISKS
 DM1078'SET IN THE TOPS 12-INCH CONCRETE CYLINDERS.
 DM1078'
 DM1078'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DM1078
 DM1078                          STATION RECOVERY (1962)
 DM1078
 DM1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DM1078'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DM1078'CONDITION.  TO REACH THE STATION FROM WILTON, FROM THE JUNCTION
 DM1078'OF U.S. HIGHWAY 71 AND STATE HIGHWAY 234, GO WEST ON STATE
 DM1078'HIGHWAY 234 FOR 0.05 MILE TO A RAILROAD CROSSING AND AZIMUTH
 DM1078'MARK ON LEFT, CONTINUE WEST ON THE HIGHWAY FOR ABOUT 1.0 MILE TO
 DM1078'THE STATION IN EDGE OF TIMBER ON THE RIGHT.
 DM1078'
 DM1078'R.M. NO. 1 IS 577 FEET EAST OF THE STATION, 4 FEET NORTH OF THE
 DM1078'NORTH-SOUTH FENCE.  R.M. NO. 2 IS SOUTH OF THE STATION, 31 FEET
 DM1078'SOUTH OF THE CENTERLINE OF THE ROAD AND 8 FEET NORTH OF THE
 DM1078'EAST-WEST FENCE.  R.M. NO. 3 IS SOUTHWEST OF THE STATION, 33 FEET
 DM1078'NORTH OF THE CENTERLINE OF THE ROAD AND 14 FEET NORTH OF THE
 DM1078'EAST-WEST FENCE.
 DM1078
 DM1078                          STATION RECOVERY (1967)
 DM1078
 DM1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 DM1078'THE STATION WAS VISITED 1-17-67 AND STATION, AZIMUTH MARK,
 DM1078'R.M. NO. 1, R.M. NO. 2, AND R.M. NO. 3 WERE FOUND IN GOOD
 DM1078'CONDITION.  DUE TO ROAD CONSTRUCTION THE AZIMUTH MARK WAS
 DM1078'RESET AND R.M. NO. 1 AND R.M. NO. 2 WERE DESTROYED.  R.M. NO.
 DM1078'4 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DM1078'
 DM1078'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF WILTON ON
 DM1078'PROPERTY OWNED BY DR. CASEY, IN THE SOUTHEAST CORNER OF THE
 DM1078'SE 1/4 OF SEC. 2, T12S, R30W, ON A RIDGE.  IT IS 66 FT. NORTH
 DM1078'OF THE CENTERLINE OF STATE HIGHWAY 234, 50 FT. WEST OF AN
 DM1078'OPEN CLEARING OR PASTURE, IN THE SOUTHEAST CORNER OF A WOODED
 DM1078'LOT AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 DM1078'DISK STAMPED WILTON 1930, PROJECTING 4 INCHES.
 DM1078'
 DM1078'REFERENCE MARK NO. 3 IS 83.11 FT. SOUTHWEST OF THE STATION,
 DM1078'39 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHEAST
 DM1078'OF THE METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DM1078'WILTON NO. 3 1941, PROJECTING 6 INCHES.
 DM1078'
 DM1078'REFERENCE MARK NO. 4 IS 106.55 FT. SOUTH OF STATION, 41 FT.
 DM1078'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHWEST
 DM1078'OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DM1078'WILTON 1930 NO. 4 1967, PROJECTING 4 INCHES.
 DM1078'
 DM1078'THE AZIMUTH MARK IS 0.55 MILE EAST OF THE STATION.  IT IS
 DM1078'A STANDARD DISK STAMPED WILTON 1930 AZ 2 1967 SET IN A DRILL
 DM1078'HOLE IN THE SOUTH ABUTMENT OF THE EAST END OF A CONCRETE
 DM1078'BRIDGE ABOUT 50 FT. LONG.  IT IS 12 FT. SOUTH OF THE CENTER
 DM1078'OF THE HIGHWAY AND 0.6 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 DM1078'
 DM1078'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 DM1078'71 AND STATE HIGHWAY 234 AT WILTON, GO WEST ON STATE HIGHWAY
 DM1078'234 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT IN THE
 DM1078'SE CORNER OF A CONCRETE BRIDGE, CONTINUE 0.55 MILE TO THE
 DM1078'STATION ON THE RIGHT.
 DM1078'
 DM1078'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DM1078'
 DM1078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.45 MILE W OF
 DM1078'WILTON
 DM1078
 DM1078                          STATION RECOVERY (1985)
 DM1078
 DM1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM1078'1.9 KM (1.2 MI) WEST FROM WILTON.
 DM1078'1.9 KM (1.2 MI) WEST ALONG STATE ROUTE 234 FROM JUNCTION OF US HIGHWAY
 DM1078'71 IN WILTON, NEAR THE SOUTHEAST CORNER OF A WOODED AREA, 20.1 METERS
 DM1078'(66.0 FT) NORTH OF THE CENTERLINE OF STATE ROUTE 234, 8.5 METERS
 DM1078'(28.0 FT) NORTH OF A FENCE LINE, 25.3 METERS (83.1 FT) NORTHEAST OF
 DM1078'REFERENCE MARK NUMBER 3, AND 32.3 METERS (106.6 FT) NORTH OF REFERENCE
 DM1078'MARK NUMBER 4.
 DM1078'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 DM1078'THE MARK IS 0.31 M ABOVE HIGHWAY SURFACE.
 DM1078
 DM1078                          STATION RECOVERY (1989)
 DM1078
 DM1078'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1078'RECOVERED IN GOOD CONDITION.
 DM1078
 DM1078                          STATION RECOVERY (1990)
 DM1078
 DM1078'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1078'RECOVERED IN GOOD CONDITION.
 DM1078
 DM1078                          STATION RECOVERY (1992)
 DM1078
 DM1078'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1078'RECOVERED IN GOOD CONDITION.
 DM1078
 DM1078                          STATION RECOVERY (1992)
 DM1078
 DM1078'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DM1078'MARK RECOVERED IN POOR CONDITION.
 DM1078
 DM1078                          STATION RECOVERY (1997)
 DM1078
 DM1078'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1081 ***********************************************************************
 DM1081  DESIGNATION -  WILTON AZ MK 2
 DM1081  PID         -  DM1081
 DM1081  STATE/COUNTY-  AR/LITTLE RIVER
 DM1081  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1081
 DM1081                         *CURRENT SURVEY CONTROL
 DM1081  ___________________________________________________________________
 DM1081* NAD 83(1986)-  33 44 28.     (N)    094 09 17.     (W)     SCALED    
 DM1081* NAVD 88     -        89.529  (meters)     293.73   (feet)  ADJUSTED  
 DM1081  ___________________________________________________________________
 DM1081  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DM1081  DYNAMIC HT  -          89.437 (meters)     293.43  (feet)  COMP
 DM1081  MODELED GRAV-     979,606.6   (mgal)                       NAVD 88
 DM1081
 DM1081  VERT ORDER  -  FIRST     CLASS II
 DM1081
 DM1081.The horizontal coordinates were scaled from a topographic map and have
 DM1081.an estimated accuracy of +/- 6 seconds.
 DM1081
 DM1081.The orthometric height was determined by differential leveling
 DM1081.and adjusted by the National Geodetic Survey in June 1991..
 DM1081
 DM1081.The geoid height was determined by GEOID03.
 DM1081
 DM1081.The dynamic height is computed by dividing the NAVD 88
 DM1081.geopotential number by the normal gravity value computed on the
 DM1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1081.degrees latitude (g = 980.6199 gals.).
 DM1081
 DM1081.The modeled gravity was interpolated from observed gravity values.
 DM1081
 DM1081;                    North         East    Units  Estimated Accuracy
 DM1081;SPC AR S     -   521,270.      200,360.      MT  (+/- 180 meters Scaled)
 DM1081
 DM1081                          SUPERSEDED SURVEY CONTROL
 DM1081
 DM1081.No superseded survey control is available for this station.
 DM1081
 DM1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT930340(NAD 83)
 DM1081_MARKER: DZ = AZIMUTH MARK DISK
 DM1081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1081_SP_SET: BRIDGE ABUTMENT
 DM1081_STAMPING: WILTON 1930 AZ 2 1967
 DM1081_MARK LOGO: CGS   
 DM1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1081
 DM1081  HISTORY     - Date     Condition        Report By
 DM1081  HISTORY     - 1967     MONUMENTED       CGS
 DM1081  HISTORY     - 1985     GOOD             NGS
 DM1081  HISTORY     - 1989     GOOD             USPSQD
 DM1081  HISTORY     - 1990     GOOD             USPSQD
 DM1081  HISTORY     - 19920823 GOOD             USPSQD
 DM1081  HISTORY     - 19971025 GOOD             USPSQD
 DM1081
 DM1081                          STATION DESCRIPTION
 DM1081
 DM1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1081'0.72 KM (0.45 MI) WEST FROM WILTON.
 DM1081'0.72 KM (0.45 MI) WEST ALONG STATE ROUTE 234 FROM THE JUNCTION OF U.S.
 DM1081'HIGHWAY 71 IN WILTON, SET IN TOP OF THE SOUTH END OF THE EAST ABUTMENT
 DM1081'OF THE HIGHWAY BRIDGE OVER LICK CREEK, AND 3.7 METERS (12.0 FT) SOUTH
 DM1081'OF THE CENTERLINE OF THE HIGHWAY.
 DM1081'THE MARK IS 0.31 M ABOVE HIGHWAY.
 DM1081
 DM1081                          STATION RECOVERY (1989)
 DM1081
 DM1081'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1081'RECOVERED IN GOOD CONDITION.
 DM1081
 DM1081                          STATION RECOVERY (1990)
 DM1081
 DM1081'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1081'RECOVERED IN GOOD CONDITION.
 DM1081
 DM1081                          STATION RECOVERY (1992)
 DM1081
 DM1081'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1081'RECOVERED IN GOOD CONDITION.
 DM1081
 DM1081                          STATION RECOVERY (1997)
 DM1081
 DM1081'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1080 ***********************************************************************
 DM1080  DESIGNATION -  WILTON RM 3
 DM1080  PID         -  DM1080
 DM1080  STATE/COUNTY-  AR/LITTLE RIVER
 DM1080  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1080
 DM1080                         *CURRENT SURVEY CONTROL
 DM1080  ___________________________________________________________________
 DM1080* NAD 83(1986)-  33 44 31.     (N)    094 10 04.     (W)     SCALED    
 DM1080* NAVD 88     -        97.586  (meters)     320.16   (feet)  ADJUSTED  
 DM1080  ___________________________________________________________________
 DM1080  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DM1080  DYNAMIC HT  -          97.486 (meters)     319.84  (feet)  COMP
 DM1080  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 DM1080
 DM1080  VERT ORDER  -  FIRST     CLASS II
 DM1080
 DM1080.The horizontal coordinates were scaled from a topographic map and have
 DM1080.an estimated accuracy of +/- 6 seconds.
 DM1080
 DM1080.The orthometric height was determined by differential leveling
 DM1080.and adjusted by the National Geodetic Survey in June 1991..
 DM1080
 DM1080.The geoid height was determined by GEOID03.
 DM1080
 DM1080.The dynamic height is computed by dividing the NAVD 88
 DM1080.geopotential number by the normal gravity value computed on the
 DM1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1080.degrees latitude (g = 980.6199 gals.).
 DM1080
 DM1080.The modeled gravity was interpolated from observed gravity values.
 DM1080
 DM1080;                    North         East    Units  Estimated Accuracy
 DM1080;SPC AR S     -   521,390.      199,160.      MT  (+/- 180 meters Scaled)
 DM1080
 DM1080                          SUPERSEDED SURVEY CONTROL
 DM1080
 DM1080.No superseded survey control is available for this station.
 DM1080
 DM1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT918341(NAD 83)
 DM1080_MARKER: DR = REFERENCE MARK DISK
 DM1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1080_SP_SET: CONCRETE POST
 DM1080_STAMPING: WILTON NO 3 1941
 DM1080_MARK LOGO: CGS   
 DM1080_PROJECTION: PROJECTING 5 CENTIMETERS
 DM1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1080+STABILITY: SURFACE MOTION
 DM1080
 DM1080  HISTORY     - Date     Condition        Report By
 DM1080  HISTORY     - 1941     MONUMENTED       CGS
 DM1080  HISTORY     - 1985     GOOD             NGS
 DM1080  HISTORY     - 1987     GOOD             USPSQD
 DM1080  HISTORY     - 1988     GOOD             USPSQD
 DM1080  HISTORY     - 1989     GOOD             USPSQD
 DM1080  HISTORY     - 1990     GOOD             USPSQD
 DM1080  HISTORY     - 19920823 GOOD             USPSQD
 DM1080  HISTORY     - 19971025 GOOD             USPSQD
 DM1080
 DM1080                          STATION DESCRIPTION
 DM1080
 DM1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1080'1.9 KM (1.2 MI) WEST FROM WILTON.
 DM1080'1.9 KM (1.2 MI) WEST ALONG STATE ROUTE 234 FROM JUNCTION OF US HIGHWAY
 DM1080'71 IN WILTON, AT THE RIGHT-OF-WAY FENCE LINE, 11.9 METERS (39.0 FT)
 DM1080'NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.31 METERS (1.0 FT) SOUTH OF
 DM1080'THE FENCE LINE, AND 25.3 METERS (83.1 FT) SOUTHWEST OF STATION WILTON.
 DM1080'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 DM1080'THE MARK IS 0.31 M ABOVE HIGHWAY.
 DM1080
 DM1080                          STATION RECOVERY (1987)
 DM1080
 DM1080'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1080'RECOVERED IN GOOD CONDITION.
 DM1080
 DM1080                          STATION RECOVERY (1988)
 DM1080
 DM1080'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1080'RECOVERED IN GOOD CONDITION.
 DM1080
 DM1080                          STATION RECOVERY (1989)
 DM1080
 DM1080'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1080'RECOVERED IN GOOD CONDITION.
 DM1080
 DM1080                          STATION RECOVERY (1990)
 DM1080
 DM1080'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1080'RECOVERED IN GOOD CONDITION.
 DM1080
 DM1080                          STATION RECOVERY (1992)
 DM1080
 DM1080'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1080'RECOVERED IN GOOD CONDITION.
 DM1080
 DM1080                          STATION RECOVERY (1997)
 DM1080
 DM1080'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1079 ***********************************************************************
 DM1079  DESIGNATION -  WILTON RM 4
 DM1079  PID         -  DM1079
 DM1079  STATE/COUNTY-  AR/LITTLE RIVER
 DM1079  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1079
 DM1079                         *CURRENT SURVEY CONTROL
 DM1079  ___________________________________________________________________
 DM1079* NAD 83(1986)-  33 44 31.     (N)    094 10 04.     (W)     SCALED    
 DM1079* NAVD 88     -        97.564  (meters)     320.09   (feet)  ADJUSTED  
 DM1079  ___________________________________________________________________
 DM1079  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DM1079  DYNAMIC HT  -          97.464 (meters)     319.76  (feet)  COMP
 DM1079  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 DM1079
 DM1079  VERT ORDER  -  FIRST     CLASS II
 DM1079
 DM1079.The horizontal coordinates were scaled from a topographic map and have
 DM1079.an estimated accuracy of +/- 6 seconds.
 DM1079
 DM1079.The orthometric height was determined by differential leveling
 DM1079.and adjusted by the National Geodetic Survey in June 1991..
 DM1079
 DM1079.The geoid height was determined by GEOID03.
 DM1079
 DM1079.The dynamic height is computed by dividing the NAVD 88
 DM1079.geopotential number by the normal gravity value computed on the
 DM1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1079.degrees latitude (g = 980.6199 gals.).
 DM1079
 DM1079.The modeled gravity was interpolated from observed gravity values.
 DM1079
 DM1079;                    North         East    Units  Estimated Accuracy
 DM1079;SPC AR S     -   521,390.      199,160.      MT  (+/- 180 meters Scaled)
 DM1079
 DM1079                          SUPERSEDED SURVEY CONTROL
 DM1079
 DM1079.No superseded survey control is available for this station.
 DM1079
 DM1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT918341(NAD 83)
 DM1079_MARKER: DR = REFERENCE MARK DISK
 DM1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1079_SP_SET: CONCRETE POST
 DM1079_STAMPING: WILTON 1930 NO 4 1967
 DM1079_MARK LOGO: CGS   
 DM1079_PROJECTION: PROJECTING 5 CENTIMETERS
 DM1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1079+STABILITY: SURFACE MOTION
 DM1079
 DM1079  HISTORY     - Date     Condition        Report By
 DM1079  HISTORY     - 1967     MONUMENTED       CGS
 DM1079  HISTORY     - 1985     GOOD             NGS
 DM1079  HISTORY     - 1988     GOOD             USPSQD
 DM1079  HISTORY     - 1989     GOOD             USPSQD
 DM1079  HISTORY     - 1990     GOOD             USPSQD
 DM1079  HISTORY     - 19920823 GOOD             USPSQD
 DM1079  HISTORY     - 19971025 GOOD             USPSQD
 DM1079
 DM1079                          STATION DESCRIPTION
 DM1079
 DM1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1079'1.9 KM (1.2 MI) WEST FROM WILTON.
 DM1079'1.9 KM (1.2 MI) WEST ALONG STATE ROUTE 234 FROM JUNCTION OF US HIGHWAY
 DM1079'71 IN WILTON, 12.5 METERS (41.0 FT) SOUTH OF THE CENTERLINE OF THE
 DM1079'HIGHWAY, 0.31 METERS (1.0 FT) NORTH OF A FENCE LINE, 32.5 METERS
 DM1079'(106.6 FT) SOUTH OF STATION WILTON AND 34.3 METERS (112.6 FT)
 DM1079'SOUTHEAST OF WILTON RM 3.
 DM1079'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 DM1079'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DM1079
 DM1079                          STATION RECOVERY (1988)
 DM1079
 DM1079'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1079'RECOVERED IN GOOD CONDITION.
 DM1079
 DM1079                          STATION RECOVERY (1989)
 DM1079
 DM1079'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1079'RECOVERED IN GOOD CONDITION.
 DM1079
 DM1079                          STATION RECOVERY (1990)
 DM1079
 DM1079'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1079'RECOVERED IN GOOD CONDITION.
 DM1079
 DM1079                          STATION RECOVERY (1992)
 DM1079
 DM1079'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1079'RECOVERED IN GOOD CONDITION.
 DM1079
 DM1079                          STATION RECOVERY (1997)
 DM1079
 DM1079'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2018 ***********************************************************************
 DK2018  DESIGNATION -  WINCHESTER RESET
 DK2018  PID         -  DK2018
 DK2018  STATE/COUNTY-  AR/DREW
 DK2018  USGS QUAD   -  WINCHESTER (1969)
 DK2018
 DK2018                         *CURRENT SURVEY CONTROL
 DK2018  ___________________________________________________________________
 DK2018* NAD 83(1997)-  33 46 41.20287(N)    091 27 26.77776(W)     ADJUSTED  
 DK2018* NAVD 88     -        47.34   (+/-2cm)     155.3    (feet)  VERTCON   
 DK2018  ___________________________________________________________________
 DK2018  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DK2018  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DK2018
 DK2018  HORZ ORDER  -  FIRST
 DK2018  VERT ORDER  -  THIRD ? (See Below)
 DK2018
 DK2018.The horizontal coordinates were established by classical geodetic methods
 DK2018.and adjusted by the National Geodetic Survey in September 1999..
 DK2018
 DK2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2018.The vertical order pertains to the NGVD 29 superseded value.
 DK2018
 DK2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2018
 DK2018.The geoid height was determined by GEOID03.
 DK2018
 DK2018;                    North         East     Units Scale Factor Converg.
 DK2018;SPC AR S     -   523,405.955   450,250.569   MT  0.99992842   +0 18 13.2
 DK2018;SPC AR S     - 1,717,207.70  1,477,197.08   sFT  0.99992842   +0 18 13.2
 DK2018;UTM  15      - 3,738,623.025   642,828.194   MT  0.99985149   +0 51 28.0
 DK2018
 DK2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2018!SPC AR S     -   0.99999666  x   0.99992842  =   0.99992508
 DK2018!UTM  15      -   0.99999666  x   0.99985149  =   0.99984815
 DK2018
 DK2018|---------------------------------------------------------------------|
 DK2018| PID    Reference Object                     Distance      Geod. Az  |
 DK2018|                                                           dddmmss.s |
 DK2018| CY7177 WINCHESTER RM 3                      31.516 METERS 12038     |
 DK2018| CY7175 WINCHESTER RM 1                      44.921 METERS 15137     |
 DK2018| DK2010 MCGEHEE FED COMPRESS CO TANK        APPROX.16.9 KM 1590922.4 |
 DK2018| DK2011 TILLAR MUNICIPAL TANK               APPROX. 7.2 KM 1755635.2 |
 DK2018| CY7178 WINCHESTER RM 4                      26.496 METERS 20028     |
 DK2018| CY7174 WINCHESTER AZ MK                                   2684849.7 |
 DK2018| CY7176 WINCHESTER RM 2                      44.318 METERS 28751     |
 DK2018| DK2022 DUMAS FEDERAL COMPRESS CO TANK      APPROX.12.1 KM 3443107.5 |
 DK2018| DK2019 DUMAS MUNICIPAL TANK                APPROX.12.6 KM 3453945.9 |
 DK2018|---------------------------------------------------------------------|
 DK2018
 DK2018                          SUPERSEDED SURVEY CONTROL
 DK2018
 DK2018  NAD 83(1997)-  33 46 41.21100(N)    091 27 26.77331(W) AD(       ) 1
 DK2018  NAD 83(1986)-  33 46 41.21146(N)    091 27 26.77289(W) AD(       ) 1
 DK2018  NAD 27      -  33 46 40.82900(N)    091 27 26.33100(W) AD(       ) 1
 DK2018  NGVD 29 (07/19/86)   47.47   (m)          155.7    (f) LEVELING    3  
 DK2018
 DK2018.Superseded values are not recommended for survey control.
 DK2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2018.See file dsdata.txt to determine how the superseded data were derived.
 DK2018
 DK2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4282838623(NAD 83)
 DK2018_MARKER: DS = TRIANGULATION STATION DISK
 DK2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2018
 DK2018  HISTORY     - Date     Condition        Report By
 DK2018  HISTORY     - 1962     MONUMENTED       CGS
 DK2018
 DK2018                          STATION DESCRIPTION
 DK2018
 DK2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DK2018'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 DK2018'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK AND
 DK2018'BOTH REFERENCE MARKS HAD BEEN DESTROYED.  A NEW SURFACE STATION
 DK2018'MARK AND TWO REFERENCE MARKS WERE ESTABLISHED.  THE AZIMUTH
 DK2018'MARK WAS NOT VISABLE FROM THE GROUND AT THE STATION AS A
 DK2018'BUILDING HAD BEEN ERECTED ON LINE.  THE DIRECTION TO THE
 DK2018'REFERENCE MARKS WAS OBTAINED BY INITIALING ON THE DUMAS MUNICIPAL
 DK2018'WATER TANK AND BY CUTTING IN THE TILLAR MUNICIPAL WATER
 DK2018'TANK.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED AS THERE WAS NO
 DK2018'DATA AVAILABLE TO INDICATE THAT EITHER OF THESE TANKS WERE
 DK2018'OBSERVED FROM THIS STATION.
 DK2018'
 DK2018'THE STATION MARK IS 0.3 MILE EAST OF THE INTERSECTION OF U.S.
 DK2018'HIGHWAY 65 AND STATE HIGHWAY 138, IN THE NORTHEAST ANGLE
 DK2018'OF HIGHWAY 138 AND A ROAD LEADING NORTH, ABOUT 106 FEET WEST
 DK2018'OF AN OLD CHURCH AND 57 FEET NORTH OF THE CENTERLINE OF THE
 DK2018'HIGHWAY.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DK2018'WINCHESTER 1940 1962.
 DK2018'
 DK2018'R.M. NO. 3 IS 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 DK2018'AND 8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH.
 DK2018'THE MARK IS ABOUT FLUSH WITH THE GROUND AND THE DISK IS
 DK2018'STAMPED WINCHESTER NO 3 1940 1962.
 DK2018'
 DK2018'R.M. NO. 4 IS 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DK2018'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 DK2018'WINCHESTER NO 4 1940 1962.
 DK2018'
 DK2018'THE AZIMUTH MARK IS ABOUT 0.05 MILE NORTH OF THE JUNCTION OF U.S.
 DK2018'HIGHWAY 65 AND STATE HIGHWAY 138, ABOUT 120 FEET NORTHWEST
 DK2018'OF THE NORTHWEST CORNER OF A TEXACO SERVICE STATION, 74 FEET EAST
 DK2018'OF THE CENTERLINE OF U.S. 65 AND 3 FEET NORTH OF AN IRON POST
 DK2018'SUPPORTING A POP COLA SIGN.  THE HIGHWAY IS TO BE IMPROVED BUT
 DK2018'THE RIGHT-OF-WAY STAKES ARE 70 FEET EAST OF THE CENTERLINE.
 DK2018'
 DK2018'THE HIGHWAY JUNCTIONS THAT ARE 0.3 MILE WEST OF THE STATION
 DK2018'ARE 0.8 MILE EAST OF THE RAILROAD CROSSING IN WINCHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2740 ***********************************************************************
 FE2740  DESIGNATION -  WING
 FE2740  PID         -  FE2740
 FE2740  STATE/COUNTY-  AR/MISSISSIPPI
 FE2740  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2740
 FE2740                         *CURRENT SURVEY CONTROL
 FE2740  ___________________________________________________________________
 FE2740* NAD 83(1997)-  35 57 34.34982(N)    089 57 01.29266(W)     ADJUSTED  
 FE2740* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 FE2740  ___________________________________________________________________
 FE2740  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FE2740  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE2740
 FE2740  HORZ ORDER  -  SECOND
 FE2740
 FE2740.This mark is at Arkansas Int Airport (BYH)
 FE2740
 FE2740.The horizontal coordinates were established by classical geodetic methods
 FE2740.and adjusted by the National Geodetic Survey in September 1999..
 FE2740
 FE2740.The orthometric height was scaled from a topographic map.
 FE2740
 FE2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2740
 FE2740.The geoid height was determined by GEOID03.
 FE2740
 FE2740;                    North         East     Units Scale Factor Converg.
 FE2740;SPC AR N     -   182,340.845   584,876.290   MT  0.99995733   +1 11 33.7
 FE2740;SPC AR N     -   598,229.92  1,918,881.63   sFT  0.99995733   +1 11 33.7
 FE2740;SPC MO E     -    14,142.418   299,579.886   MT  0.99996361   +0 19 21.9
 FE2740;UTM  16      - 3,983,485.958   233,918.595   MT  1.00047248   -1 44 00.6
 FE2740;UTM  15      - 3,983,761.591   775,037.850   MT  1.00053221   +1 47 30.9
 FE2740
 FE2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2740!SPC AR N     -   0.99999232  x   0.99995733  =   0.99994965
 FE2740!SPC MO E     -   0.99999232  x   0.99996361  =   0.99995593
 FE2740!UTM  16      -   0.99999232  x   1.00047248  =   1.00046480
 FE2740!UTM  15      -   0.99999232  x   1.00053221  =   1.00052453
 FE2740
 FE2740|---------------------------------------------------------------------|
 FE2740| PID    Reference Object                     Distance      Geod. Az  |
 FE2740|                                                           dddmmss.s |
 FE2740| FE2736 COMBAT RM 1                         350.334 METERS 31307     |
 FE2740| FE2735 COMBAT                              361.531 METERS 31312     |
 FE2740|---------------------------------------------------------------------|
 FE2740
 FE2740                          SUPERSEDED SURVEY CONTROL
 FE2740
 FE2740  NAD 83(1997)-  35 57 34.35242(N)    089 57 01.29467(W) AD(       ) 2
 FE2740  NAD 83(1986)-  35 57 34.36287(N)    089 57 01.29248(W) AD(       ) 2
 FE2740  NAD 27      -  35 57 34.10380(N)    089 57 00.97700(W) AD(       ) 2
 FE2740
 FE2740.Superseded values are not recommended for survey control.
 FE2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2740.See file dsdata.txt to determine how the superseded data were derived.
 FE2740
 FE2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3391983486(NAD 83)
 FE2740_MARKER: DS = TRIANGULATION STATION DISK
 FE2740_SETTING: 0 = UNSPECIFIED SETTING
 FE2740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2740
 FE2740  HISTORY     - Date     Condition        Report By
 FE2740  HISTORY     - 1960     MONUMENTED       CGS
 FE2740  HISTORY     - 1988     GOOD             LOCSUR
 FE2740
 FE2740                          STATION DESCRIPTION
 FE2740
 FE2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2740'THE STATION IS ABOUT 3 MILES NORTHWEST OF BLYTHEVILLE, ON THE
 FE2740'BLYTHEVILLE AIR FORCE BASE, ON THE ROOF OF THE MAIN CONTROL
 FE2740'TOWER OF THE AIRFIELD.
 FE2740'
 FE2740'STATION MARK IS A STANDARD DISK STAMPED WING 1960, BOLTED TO A 12
 FE2740'INCH BY 12 INCH METAL PLATE WHICH IS BOLTED TO THE RAFTERS OF THE
 FE2740'ROOF.  IT IS APPROXIMATELY IN THE CENTER OF THE ROOF 12.3 FEET SOUTH
 FE2740'OF THE MOST NORTHERLY LIGHT, 12.2 FEET NORTH OF THE MOST SOUTHERLY
 FE2740'LIGHT AND 12 FEET NORTHEAST OF THE LADDER AT THE ENTRANCE TO THE
 FE2740'ROOF.  THE MARK PROJECTS 2 INCHES ABOVE THE ROOF.
 FE2740
 FE2740                          STATION RECOVERY (1988)
 FE2740
 FE2740'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (WJ)
 FE2740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0842 ***********************************************************************
 GF0842  DESIGNATION -  WINONA
 GF0842  PID         -  GF0842
 GF0842  STATE/COUNTY-  AR/CARROLL
 GF0842  USGS QUAD   -  ROCKHOUSE (1972)
 GF0842
 GF0842                         *CURRENT SURVEY CONTROL
 GF0842  ___________________________________________________________________
 GF0842* NAD 83(1997)-  36 18 47.91131(N)    093 41 07.41994(W)     ADJUSTED  
 GF0842* NAVD 88     -       469.57   (+/-2cm)    1540.6    (feet)  VERTCON   
 GF0842  ___________________________________________________________________
 GF0842  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GF0842  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GF0842
 GF0842  HORZ ORDER  -  SECOND
 GF0842  VERT ORDER  -  THIRD ? (See Below)
 GF0842
 GF0842.The horizontal coordinates were established by classical geodetic methods
 GF0842.and adjusted by the National Geodetic Survey in September 1999..
 GF0842
 GF0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0842.The vertical order pertains to the NGVD 29 superseded value.
 GF0842
 GF0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0842
 GF0842.The geoid height was determined by GEOID03.
 GF0842
 GF0842;                    North         East     Units Scale Factor Converg.
 GF0842;SPC AR N     -   220,965.848   248,646.828   MT  1.00001679   -0 58 50.6
 GF0842;SPC AR N     -   724,952.12    815,768.80   sFT  1.00001679   -0 58 50.6
 GF0842;UTM  15      - 4,018,917.821   438,471.854   MT  0.99964664   -0 24 21.3
 GF0842
 GF0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0842!SPC AR N     -   0.99993072  x   1.00001679  =   0.99994751
 GF0842!UTM  15      -   0.99993072  x   0.99964664  =   0.99957739
 GF0842
 GF0842:                Primary Azimuth Mark                     Grid Az
 GF0842:SPC AR N     -  WINONA AZ MK                             014 53 48.1
 GF0842:UTM  15      -  WINONA AZ MK                             014 19 18.8
 GF0842
 GF0842|---------------------------------------------------------------------|
 GF0842| PID    Reference Object                     Distance      Geod. Az  |
 GF0842|                                                           dddmmss.s |
 GF0842| CI2807 WINONA AZ MK                                       0135457.5 |
 GF0842| CI2808 WINONA RM 1                          12.912 METERS 02051     |
 GF0842| CI2809 WINONA RM 2                          13.326 METERS 28520     |
 GF0842|---------------------------------------------------------------------|
 GF0842
 GF0842                          SUPERSEDED SURVEY CONTROL
 GF0842
 GF0842  NAD 83(1997)-  36 18 47.92081(N)    093 41 07.41954(W) AD(       ) 2
 GF0842  NAD 83(1997)-  36 18 47.92259(N)    093 41 07.41966(W) AD(       ) 2
 GF0842  NAD 83(1986)-  36 18 47.92272(N)    093 41 07.42067(W) AD(       ) 2
 GF0842  NAD 27      -  36 18 47.66690(N)    093 41 06.73650(W) AD(       ) 2
 GF0842  NGVD 29 (07/19/86)  469.43   (m)         1540.1    (f) LEVELING    3  
 GF0842
 GF0842.Superseded values are not recommended for survey control.
 GF0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0842.See file dsdata.txt to determine how the superseded data were derived.
 GF0842
 GF0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3847218918(NAD 83)
 GF0842_MARKER: DS = TRIANGULATION STATION DISK
 GF0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0842
 GF0842  HISTORY     - Date     Condition        Report By
 GF0842  HISTORY     - 1961     MONUMENTED       CGS
 GF0842
 GF0842                          STATION DESCRIPTION
 GF0842
 GF0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0842'THE STATION IS ABOUT 7 MILES SOUTHEAST OF EUREKA SPRINGS, ON
 GF0842'ROAD RIGHT-OF-WAY PROPERTY AND IS IN THE NORTHWEST 1/4 OF SECTION
 GF0842'18, T. 19 N., R. 25 W..  IT IS 22 FEET EAST OF THE CENTERLINE OF
 GF0842'A GRAVELED ROAD, 18 FEET NORTH OF A 7 INCH OAK TREE WITH A
 GF0842'TRIANGULAR BLAZE ON THE WEST SIDE, 5 FEET SOUTHWEST OF A
 GF0842'WITNESS POST, 4 FEET WEST OF WIRE FENCE AND 325 FEET SOUTH OF
 GF0842'THE CENTER OF A Y-INTERSECTION.  THE MONUMENT PROJECTS 6 INCHES
 GF0842'AND THE DISK IS STAMPED WINONA 1961.
 GF0842'
 GF0842'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND U.S. HIGHWAY
 GF0842'62 ABOUT 1 MILE SOUTH OF EUREKA SPRINGS, GO EASTERLY ON
 GF0842'HIGHWAY 62 FOR 1.6 MILES TO WHERE HIGHWAY 62 CURVES SHARP LEFT
 GF0842'AND A GRAVELED ROAD STRAIGHT AHEAD.  KEEP RIGHT OR STRAIGHT AHEAD
 GF0842'AND GO SOUTHEASTERLY ON A GRAVELED ROAD FOR 2.9 MILES TO A
 GF0842'Y-FORK.  KEEP RIGHT, CROSS CREEK ON A CONCRETE SLAB AND GO
 GF0842'SOUTHERLY ON A GRAVELED ROAD FOR 3.35 MILES TO THE AZIMUTH MARK
 GF0842'ON THE RIGHT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.15
 GF0842'MILE TO A Y-FORK.  KEEP RIGHT AND GO UP HILL ON A GRAVELED ROAD
 GF0842'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 GF0842'
 GF0842'REFERENCE MARK 1 IS 24 FEET EAST OF THE CENTERLINE OF THE
 GF0842'GRAVELED ROAD, 39 FEET NORTH OF THE WITNESS POST, 16 FEET
 GF0842'NORTHWEST OF A POWER POLE AND 4 FEET EAST OF THE WIRE FENCE.
 GF0842'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GF0842'WINONA NO 1 1961.
 GF0842'
 GF0842'REFERENCE MARK 2 IS 48 FEET WEST OF THE WITNESS POST, 20
 GF0842'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 2 FEET
 GF0842'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GF0842'DISK IS STAMPED WINONA NO 2 1961.
 GF0842'
 GF0842'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTERLINE OF A
 GF0842'GRAVELED ROAD, 2 FEET NORTHWEST OF A WITNESS POST AND 1 FOOT
 GF0842'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 GF0842'DISK IS STAMPED WINONA 1961.
 GF0842'
 GF0842'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1190 ***********************************************************************
 DM1190  DESIGNATION -  WINTHROP
 DM1190  PID         -  DM1190
 DM1190  STATE/COUNTY-  AR/LITTLE RIVER
 DM1190  USGS QUAD   -  ARKINDA (1975)
 DM1190
 DM1190                         *CURRENT SURVEY CONTROL
 DM1190  ___________________________________________________________________
 DM1190* NAD 83(1997)-  33 48 02.38198(N)    094 23 25.34620(W)     ADJUSTED  
 DM1190* NAVD 88     -       129.1    (meters)     424.     (feet)  VERTCON   
 DM1190  ___________________________________________________________________
 DM1190  X           -    -406,157.484 (meters)                     COMP
 DM1190  Y           -  -5,290,106.441 (meters)                     COMP
 DM1190  Z           -   3,528,151.163 (meters)                     COMP
 DM1190  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DM1190  ELLIP HEIGHT-         101.91  (meters)          (09/24/01) GPS OBS
 DM1190  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DM1190
 DM1190  HORZ ORDER  -  FIRST
 DM1190  ELLP ORDER  -  FOURTH    CLASS II
 DM1190
 DM1190.The horizontal coordinates were established by classical geodetic methods
 DM1190.and adjusted by the National Geodetic Survey in September 1999..
 DM1190
 DM1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1190
 DM1190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1190
 DM1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1190
 DM1190.The ellipsoidal height was determined by GPS observations
 DM1190.and is referenced to NAD 83.
 DM1190
 DM1190.The geoid height was determined by GEOID03.
 DM1190
 DM1190;                    North         East     Units Scale Factor Converg.
 DM1190;SPC AR S     -   528,357.762   178,687.642   MT  0.99992674   -1 20 16.3
 DM1190;SPC AR S     - 1,733,453.76    586,244.37   sFT  0.99992674   -1 20 16.3
 DM1190;UTM  15      - 3,740,922.914   371,297.985   MT  0.99980420   -0 46 24.9
 DM1190
 DM1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1190!SPC AR S     -   0.99998400  x   0.99992674  =   0.99991074
 DM1190!UTM  15      -   0.99998400  x   0.99980420  =   0.99978820
 DM1190
 DM1190:                Primary Azimuth Mark                     Grid Az
 DM1190:SPC AR S     -  HORATIO MUNICIPAL TANK                   012 23 40.1
 DM1190:UTM  15      -  HORATIO MUNICIPAL TANK                   011 49 48.7
 DM1190
 DM1190|---------------------------------------------------------------------|
 DM1190| PID    Reference Object                     Distance      Geod. Az  |
 DM1190|                                                           dddmmss.s |
 DM1190| DM1188 HORATIO MUNICIPAL TANK              APPROX.15.6 KM 0110323.8 |
 DM1190| CX7428 WINTHROP RM 1                        35.924 METERS 07343     |
 DM1190| CX7430 WINTHROP RM 3                        32.229 METERS 15441     |
 DM1190| DM1181 FOREMAN                             APPROX.14.9 KM 1620941.7 |
 DM1190| CX7429 WINTHROP RM 2 AZIMUTH                              17835     |
 DM1190| DM1185 FOREMAN MUNICIPAL TANK              APPROX. 8.7 KM 1841101.6 |
 DM1190| CX7427 WINTHROP AZ MK                                     2495600.9 |
 DM1190| DM1191 JEWELL LOOKOUT TOWER AFC            APPROX. 5.2 KM 3340939.0 |
 DM1190|---------------------------------------------------------------------|
 DM1190
 DM1190                          SUPERSEDED SURVEY CONTROL
 DM1190
 DM1190  ELLIP H (09/14/99)  101.90   (m)                       GP(       ) 4 1
 DM1190  NAD 83(1997)-  33 48 02.38564(N)    094 23 25.34462(W) AD(       ) 1
 DM1190  NAD 83(1997)-  33 48 02.38563(N)    094 23 25.34462(W) AD(       ) 1
 DM1190  NAD 83(1986)-  33 48 02.38634(N)    094 23 25.34238(W) AD(       ) 1
 DM1190  NAD 27      -  33 48 01.96900(N)    094 23 24.60000(W) AD(       ) 1
 DM1190  NGVD 29 (11/13/90)  129.1    (m)          424.     (f) GPS OBS        
 DM1190
 DM1190.Superseded values are not recommended for survey control.
 DM1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1190.See file dsdata.txt to determine how the superseded data were derived.
 DM1190
 DM1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7129840923(NAD 83)
 DM1190_MARKER: DS = TRIANGULATION STATION DISK
 DM1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1190_SP_SET: CONCRETE POST
 DM1190_STAMPING: WINTHROP 1930
 DM1190_MARK LOGO: CGS   
 DM1190_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1190+STABILITY: SURFACE MOTION
 DM1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1190+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1992
 DM1190
 DM1190  HISTORY     - Date     Condition        Report By
 DM1190  HISTORY     - 1930     MONUMENTED       CGS
 DM1190  HISTORY     - 1930     GOOD             CGS
 DM1190  HISTORY     - 1938     GOOD             TSI
 DM1190  HISTORY     - 1941     GOOD             CGS
 DM1190  HISTORY     - 1952     GOOD             CGS
 DM1190  HISTORY     - 1963     GOOD             CGS
 DM1190  HISTORY     - 19890701 GOOD             NGS
 DM1190  HISTORY     - 19900327 GOOD
 DM1190  HISTORY     - 19921129 GOOD             NOS
 DM1190
 DM1190                          STATION DESCRIPTION
 DM1190
 DM1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1190'STATION IS ABOUT 6 MILES N OF FOREMAN ON HIGHWAY 41, 3 MILES
 DM1190'SW OF WINTHROP, ON LAND OWNED BY F.O. DILLEY IN SE 1/4 NE 1/4,
 DM1190'SEC. 22, T. 11 S, R. 32 W, DIRECTLY ACROSS ROAD TO W OF TENANT
 DM1190'HOUSE ON DILLEYS FARM, 23.5 METERS (77 FEET) W OF HIGHWAY 14.8
 DM1190'METERS (49 FEET) W OF FENCE, AND 11.4 METERS (37 FEET) N OF ROAD
 DM1190'LEADING W THROUGH FIELD.  SURFACE, UNDERGROUND, AND REFERENCE
 DM1190'MARKS ARE STANDARD DISKS IN CONCRETE.
 DM1190'UPPER MARK IS 18 INCHES BELOW SURFACE.  REFERENCE MARK NO. 1
 DM1190'IS ABOUT 15 METERS (49 FEET) NW OF DILLEYS HOUSE, IN FENCE
 DM1190'LINE E OF HIGHWAY, AND 35.94 METERS (117.9 FEET) FROM
 DM1190'STATION.  REFERENCE MARK NO. 2 IS IN
 DM1190'FENCE LINE W OF HIGHWAY, IN NE CORNER OF BARN LOT OF FIRST
 DM1190'FARM S OF STATION, AND 1/4 MILE FROM STATION.
 DM1190
 DM1190                          STATION RECOVERY (1930)
 DM1190
 DM1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 DM1190'RECOVERED IN GOOD CONDITION.
 DM1190
 DM1190                          STATION RECOVERY (1938)
 DM1190
 DM1190'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 DM1190'STATION RECOVERED BY EDGAR TOBIN AERIAL SURVEY.
 DM1190'
 DM1190'DESCRIPTION ADEQUATE.
 DM1190
 DM1190                          STATION RECOVERY (1941)
 DM1190
 DM1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DM1190'STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 DM1190'CONDITION.  THIS PARTY ESTABLISHED A NEW REFERENCE MARK AND
 DM1190'AN AZIMUTH MARK.  COMPLETE DESCRIPTION FOLLOWS--
 DM1190'
 DM1190'STATION IS LOCATED 5.6 MILES N OF FOREMAN, ON HIGH GROUND ON THE
 DM1190'PROPERTY OF F.O. DILLEY AND IN THE SE 1/4 OF THE NE 1/4 OF
 DM1190'SEC. 22, T. 11 S, R. 32 W.  IT IS 78 FEET W OF THE CENTER LINE
 DM1190'OF STATE HIGHWAY 41, 63 FEET NW OF THEN GATEPOST AT THE FIELD
 DM1190'ENTRANCE, 63 FEET SW OF THE NORTHERN OF TWO SMALL PINE TREES IN
 DM1190'THE FENCE LINE, AND 49 FEET W OF A WHITE REFERENCE POST IN
 DM1190'THE FENCE LINE.  THE MARK IS STAMPED WINTHROP 1930.
 DM1190'
 DM1190'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY, IN THE E RIGHT-OF-WAY
 DM1190'FENCE LINE AND 49 FEET NW OF THE DILLEY FARMHOUSE.  IT IS
 DM1190'STAMPED WINTHROP NO. 1 1930 AND PROJECTS 6 INCHES.
 DM1190'
 DM1190'REFERENCE MARK NO. 2 IS ABOUT 45 YARDS NE OF A SHANTY, 50 FEET
 DM1190'N OF A FENCE CORNER, 31 FEET W OF THE CENTER LINE OF THE
 DM1190'HIGHWAY AND 2 FEET W OF THE RIGHT-OF-WAY FENCE.  IT IS STAMPED
 DM1190'WINTHROP NO. 2 1930 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 DM1190'
 DM1190'REFERENCE MARK NO. 3, A STANDARD DISK SET IN CONCRETE,
 DM1190'IS 45 FEET S OF THE FIELD ENTRANCE GATE AND 1 FOOT W OF THE
 DM1190'RIGHT-OF-WAY FENCE.  IT IS STAMPED WINTHROP NO. 3 1941 AND
 DM1190'PROJECTS 6 INCHES.
 DM1190'
 DM1190'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 DM1190'IS IN THE SW CORNER OF A CULTIVATED FIELD, AT THE NW CORNER OF A
 DM1190'SMALL WOODED AREA, 12 FEET N OF A T-FENCE CORNER, 2.5 FEET NNE
 DM1190'OF A WHITE REFERENCE POST AND 1.5 FEET E OF A N-S FENCE LINE.  IT
 DM1190'IS STAMPED WINTHROP 1941 AND PROJECTS 8 INCHES.
 DM1190'
 DM1190'TO REACH FROM FOREMAN GO N ON STATE HIGHWAY 41 FOR 4.6 MILES TO
 DM1190'A BRICK SCHOOLHOUSE ON THE E SIDE OF THE HIGHWAY, CONTINUE N
 DM1190'ON THE HIGHWAY FOR 0.75 MILE TO REFERENCE MARK NO. 2 ON THE
 DM1190'W SIDE OF THE ROAD, CONTINUE N ON THE HIGHWAY FOR 0.25 MILE TO
 DM1190'THE DILLEY HOUSE ON THE E AND THE STATION ON THE W SIDE OF
 DM1190'THE ROAD.
 DM1190'
 DM1190'A 103-FOOT SIGNAL AT FALLS IS VISIBLE AT 37 FEET.
 DM1190'
 DM1190'A 103-FOOT SIGNAL AT WILTON IS VISIBLE AT 50 FEET.
 DM1190
 DM1190                          STATION RECOVERY (1952)
 DM1190
 DM1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1190'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 DM1190'CONDITION.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE TO
 DM1190'REFERENCE MARKS NOS. 1 AND 3 AND THE APPROXIMATE DISTANCE TO
 DM1190'THE AZIMUTH MARK AND REFERENCE MARK NO. 2.
 DM1190'
 DM1190'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF FOREMAN, ALONG
 DM1190'THE WEST SIDE OF STATE HIGHWAY 41 AND DIRECTLY ACROSS THE ROAD
 DM1190'FROM A FARM HOUSE.  IT IS 79 FEET WEST OF THE CENTERLINE OF THE
 DM1190'HIGHWAY, 48 FEET WEST OF THE RIGHT-OF-WAY FENCE AND 48 FEET
 DM1190'WEST OF A WITNESS POST.  THE MARK IS ABOUT 18 INCHES BELOW
 DM1190'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED WINTHROP
 DM1190'1930.
 DM1190'
 DM1190'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE CENTERLINE OF THE
 DM1190'HIGHWAY, 18 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE YARD
 DM1190'FENCE AND 3.5 FEET NORTH OF A SMALL CEDAR TREE.  THE MARK PROJECTS
 DM1190'6 INCHES AND THE DISK IS STAMPED WINTHROP NO 1 1930.
 DM1190'
 DM1190'REFERENCE MARK NO. 2 IS 62 FEET NORTH OF A POWERLINE POLE
 DM1190'LEADING INTO FARM HOUSE, 31 FEET WEST OF THE CENTERLINE OF
 DM1190'THE HIGHWAY, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE
 DM1190'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 DM1190'STAMPED WINTHROP NO 2 1930.
 DM1190'
 DM1190'REFERENCE MARK NO. 3 IS 31 FEET WEST OF THE CENTERLINE OF THE
 DM1190'HIGHWAY AND IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 DM1190'6 INCHES AND THE DISK IS STAMPED WINTHROP NO 3 1941.
 DM1190'
 DM1190'AZIMUTH MARK IS 9 FEET NORTH OF A T-FENCE CORNER, 3 FEET WEST
 DM1190'OF A NORTH AND SOUTH FENCE AND 2 FEET NORTH OF A WITNESS POST.
 DM1190'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WINTHROP
 DM1190'1941.
 DM1190'
 DM1190'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 AND 41 IN
 DM1190'FOREMAN, GO NORTH ON HIGHWAY 41 FOR 4.8 MILES TO A RED BRICK
 DM1190'SCHOOL HOUSE ON THE RIGHT.  CONTINUE NORTH 0.85 MILE TO A
 DM1190'FARM HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 DM1190'
 DM1190'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST
 DM1190'ACROSS THE FIELD FOR 0.25 MILE TO FENCE CORNERS AT THE NORTHWEST
 DM1190'CORNER OF A WOODS.
 DM1190'
 DM1190'OBSERVATIONS TAKEN FROM A 103 FT. TOWER WITH 2 SUPERSTRUCTURES.
 DM1190
 DM1190                          STATION RECOVERY (1963)
 DM1190
 DM1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 DM1190'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK WERE RECOVERED.
 DM1190'R.M. NO. 1 WAS FOUND TO BE SLIGHTLY TILTED.  R.M. NO. 2 HAS BEEN
 DM1190'DESTROYED AS IT WAS FOUND LYING ON TOP OF THE GROUND.  R.M.
 DM1190'NO. 3 WAS NOT RECOVERED AND WAS PRESUMED DESTROYED BY HIGHWAY
 DM1190'IMPROVMENT.  THE AZIMUTH MARK WAS RECOVERED NEAR THE SOUTHWEST
 DM1190'CORNER OF THE PASTURE AND JUST TO THE NORTHWEST OF CROSS-FENCES.
 DM1190'
 DM1190'THE AZIMUTH MARK WAS NOT VISABLE FROM THE GROUND AT THE STATION
 DM1190'DUE TO SOME SMALL TREES AND BRUSH SO THE REFERENCE MARKS COULD
 DM1190'NOT BE RESET AT THIS TIME.
 DM1190'
 DM1190'THE 1952 DESCRIPTION TO REACH THE STATION FROM FOREMAN IS ADEQUATE
 DM1190'FOR RECOVERY.
 DM1190
 DM1190                          STATION RECOVERY (1989)
 DM1190
 DM1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DM1190'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 DM1190'SEARCHED FOR.  STATION IS LOCATED ABOUT 24.0 KM (14.9 MI) NORTHWEST
 DM1190'OF WILTON, 8.8 KM (5.5 MI) NORTH OF FOREMAN, AND 5.3 KM (3.3 MI)
 DM1190'SOUTHWEST OF WINTHROP.  IN THE EASTERN PART OF A PASTURE.
 DM1190'OWNERSHIP--UNKNOWN.  LAND OWNER COULD NOT BE LOCATED.
 DM1190'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 32,41,AND 108 IN EAST
 DM1190'FOREMAN.  GO NORTH ON STATE HIGHWAY 41 FOR 8.82 KM (5.48 MI) TO THE
 DM1190'STATION THE LEFT.  JUST BEFORE REACHING A FIELD ENTRANCE ROAD AND
 DM1190'GATE ON THE LEFT AND A HOUSE ON THE RIGHT.
 DM1190'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---WINTHROP
 DM1190'1930---.  SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS
 DM1190'RECESSED 45-CM BELOW THE GROUND AND COVERED BY A BLUE METAL LID.  IT
 DM1190'IS 28.1 M (92.2 FT) NORTHWEST OF A UTILITY BRACE POLE, 26.6 M
 DM1190'(87.3 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD AND GATE,
 DM1190'24.1 M (79.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 41, AND 11.6
 DM1190'M (38.1 FT) WEST OF A FENCE AND CARSONITE WITNESS POST.
 DM1190'DESCRIBED BY E.J.HANSMANN.
 DM1190
 DM1190                          STATION RECOVERY (1990)
 DM1190
 DM1190'RECOVERED 1990
 DM1190'RECOVERED IN GOOD CONDITION.
 DM1190
 DM1190                          STATION RECOVERY (1992)
 DM1190
 DM1190'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DM1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0294 ***********************************************************************
 FG0294  DESIGNATION -  WIO
 FG0294  PID         -  FG0294
 FG0294  STATE/COUNTY-  AR/FAULKNER
 FG0294  USGS QUAD   -  VILONIA (1994)
 FG0294
 FG0294                         *CURRENT SURVEY CONTROL
 FG0294  ___________________________________________________________________
 FG0294* NAD 83(1986)-  35 02 45.     (N)    092 09 22.     (W)     SCALED    
 FG0294* NAVD 88     -        96.846  (meters)     317.74   (feet)  POSTED    
 FG0294  ___________________________________________________________________
 FG0294  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FG0294  DYNAMIC HT  -          96.760 (meters)     317.45  (feet)  COMP
 FG0294  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 FG0294
 FG0294  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0294
 FG0294.The horizontal coordinates were scaled from a topographic map and have
 FG0294.an estimated accuracy of +/- 6 seconds.
 FG0294
 FG0294.The orthometric height was determined by differential leveling
 FG0294.and adjusted by the National Geodetic Survey in 1992..
 FG0294.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0294.rate of 0.0 thru 1.0 mm/km.
 FG0294
 FG0294.The geoid height was determined by GEOID03.
 FG0294
 FG0294.The dynamic height is computed by dividing the NAVD 88
 FG0294.geopotential number by the normal gravity value computed on the
 FG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0294.degrees latitude (g = 980.6199 gals.).
 FG0294
 FG0294.The modeled gravity was interpolated from observed gravity values.
 FG0294
 FG0294;                    North         East    Units  Estimated Accuracy
 FG0294;SPC AR N     -    79,060.      385,760.      MT  (+/- 180 meters Scaled)
 FG0294
 FG0294                          SUPERSEDED SURVEY CONTROL
 FG0294
 FG0294  NGVD 29 (??/??/92)   96.851  (m)          317.75   (f) ADJ UNCH    2 0
 FG0294
 FG0294.Superseded values are not recommended for survey control.
 FG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0294.See file dsdata.txt to determine how the superseded data were derived.
 FG0294
 FG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU769784(NAD 83)
 FG0294_MARKER: DD = SURVEY DISK
 FG0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0294_STAMPING: WIO 1940
 FG0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0294+STABILITY: SURFACE MOTION
 FG0294
 FG0294  HISTORY     - Date     Condition        Report By
 FG0294  HISTORY     - 1940     MONUMENTED       ARGS
 FG0294  HISTORY     - 1953     GOOD             NGS
 FG0294
 FG0294                          STATION DESCRIPTION
 FG0294
 FG0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FG0294'3.3 MI NE FROM OTTO.
 FG0294'3.3 MILES NORTHEAST ALONG A COUNTY ROAD FROM OTTO, FAULKNER COUNTY, AT
 FG0294'THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 22, T. 5 N.,
 FG0294'R. 11 W., 73 FEET WEST OF THE WEST END OF A WOODEN BRIDGE, AT THE
 FG0294'JUNCTION OF A T-ROAD LEADING SOUTH, 37 FEET NORTHWEST OF THE CENTER OF
 FG0294'THE JUNCTION, 17 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 10 FEET
 FG0294'SOUTH OF A 12-INCH SWEET GUM TREE MARKED BM.  A STANDARD DISK, STAMPED
 FG0294'WIO 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0295 ***********************************************************************
 FG0295  DESIGNATION -  WIP
 FG0295  PID         -  FG0295
 FG0295  STATE/COUNTY-  AR/FAULKNER
 FG0295  USGS QUAD   -  VILONIA (1994)
 FG0295
 FG0295                         *CURRENT SURVEY CONTROL
 FG0295  ___________________________________________________________________
 FG0295* NAD 83(1986)-  35 03 18.     (N)    092 08 52.     (W)     SCALED    
 FG0295* NAVD 88     -        87.784  (meters)     288.00   (feet)  POSTED    
 FG0295  ___________________________________________________________________
 FG0295  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FG0295  DYNAMIC HT  -          87.700 (meters)     287.73  (feet)  COMP
 FG0295  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 FG0295
 FG0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0295
 FG0295.The horizontal coordinates were scaled from a topographic map and have
 FG0295.an estimated accuracy of +/- 6 seconds.
 FG0295
 FG0295.The orthometric height was determined by differential leveling
 FG0295.and adjusted by the National Geodetic Survey in 1992..
 FG0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0295.rate of 0.0 thru 1.0 mm/km.
 FG0295
 FG0295.The geoid height was determined by GEOID03.
 FG0295
 FG0295.The dynamic height is computed by dividing the NAVD 88
 FG0295.geopotential number by the normal gravity value computed on the
 FG0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0295.degrees latitude (g = 980.6199 gals.).
 FG0295
 FG0295.The modeled gravity was interpolated from observed gravity values.
 FG0295
 FG0295;                    North         East    Units  Estimated Accuracy
 FG0295;SPC AR N     -    80,070.      386,520.      MT  (+/- 180 meters Scaled)
 FG0295
 FG0295                          SUPERSEDED SURVEY CONTROL
 FG0295
 FG0295  NGVD 29 (??/??/92)   87.789  (m)          288.02   (f) ADJ UNCH    2 0
 FG0295
 FG0295.Superseded values are not recommended for survey control.
 FG0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0295.See file dsdata.txt to determine how the superseded data were derived.
 FG0295
 FG0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU777794(NAD 83)
 FG0295_MARKER: DD = SURVEY DISK
 FG0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0295_STAMPING: WIP 1940
 FG0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0295+STABILITY: SURFACE MOTION
 FG0295
 FG0295  HISTORY     - Date     Condition        Report By
 FG0295  HISTORY     - 1940     MONUMENTED       ARGS
 FG0295  HISTORY     - 1953     GOOD             NGS
 FG0295
 FG0295                          STATION DESCRIPTION
 FG0295
 FG0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FG0295'4.3 MI NE FROM OTTO.
 FG0295'4.3 MILES NORTHEAST ALONG A COUNTY ROAD FROM OTTO, FAULKNER COUNTY, AT
 FG0295'THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 14, T. 5 N.,
 FG0295'R. 11 W., AT THE C. T. FIDDLER FARMHOUSE, 60 FEET NORTHWEST OF THE
 FG0295'NORTHWEST CORNER OF THE HOUSE, 68 FEET WEST OF A WELL CURB, 32 FEET
 FG0295'EAST OF THE CENTERLINE OF THE ROAD, AND 59 FEET NORTHEAST OF A 20-INCH
 FG0295'POST-OAK TREE MARKED BM.  A STANDARD DISK, STAMPED WIP 1940 AND SET IN
 FG0295'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0296 ***********************************************************************
 FG0296  DESIGNATION -  WIQ
 FG0296  PID         -  FG0296
 FG0296  STATE/COUNTY-  AR/FAULKNER
 FG0296  USGS QUAD   -  VILONIA (1994)
 FG0296
 FG0296                         *CURRENT SURVEY CONTROL
 FG0296  ___________________________________________________________________
 FG0296* NAD 83(1986)-  35 04 11.     (N)    092 08 42.     (W)     SCALED    
 FG0296* NAVD 88     -        86.922  (meters)     285.18   (feet)  POSTED    
 FG0296  ___________________________________________________________________
 FG0296  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FG0296  DYNAMIC HT  -          86.840 (meters)     284.91  (feet)  COMP
 FG0296  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 FG0296
 FG0296  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0296
 FG0296.The horizontal coordinates were scaled from a topographic map and have
 FG0296.an estimated accuracy of +/- 6 seconds.
 FG0296
 FG0296.The orthometric height was determined by differential leveling
 FG0296.and adjusted by the National Geodetic Survey in 1992..
 FG0296.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0296.rate of 0.0 thru 1.0 mm/km.
 FG0296
 FG0296.The geoid height was determined by GEOID03.
 FG0296
 FG0296.The dynamic height is computed by dividing the NAVD 88
 FG0296.geopotential number by the normal gravity value computed on the
 FG0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0296.degrees latitude (g = 980.6199 gals.).
 FG0296
 FG0296.The modeled gravity was interpolated from observed gravity values.
 FG0296
 FG0296;                    North         East    Units  Estimated Accuracy
 FG0296;SPC AR N     -    81,710.      386,780.      MT  (+/- 180 meters Scaled)
 FG0296
 FG0296                          SUPERSEDED SURVEY CONTROL
 FG0296
 FG0296  NGVD 29 (??/??/92)   86.926  (m)          285.19   (f) ADJ UNCH    2 0
 FG0296
 FG0296.Superseded values are not recommended for survey control.
 FG0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0296.See file dsdata.txt to determine how the superseded data were derived.
 FG0296
 FG0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU779811(NAD 83)
 FG0296_MARKER: DD = SURVEY DISK
 FG0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0296_STAMPING: WIQ 1940
 FG0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0296+STABILITY: SURFACE MOTION
 FG0296
 FG0296  HISTORY     - Date     Condition        Report By
 FG0296  HISTORY     - 1940     MONUMENTED       ARGS
 FG0296  HISTORY     - 1953     GOOD             NGS
 FG0296
 FG0296                          STATION DESCRIPTION
 FG0296
 FG0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FG0296'5 MI SE FROM VILONIA.
 FG0296'5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM VILONIA, FAULKNER COUNTY,
 FG0296'NEAR THE CENTER OF THE SOUTHEAST QUARTER OF SECTION 11, T. 5 N., R. 11
 FG0296'W., AT THE W. I. STANLEY STORE AND RESIDENCE, 84 FEET SOUTH OF THE
 FG0296'NORTHWEST CORNER OF THE STORE, 74 FEET WEST OF THE NORTHWEST CORNER OF
 FG0296'THE HOUSE, 74 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 38
 FG0296'FEET EAST OF A 24-INCH WHITE OAK TREE MARKED BM.  A STANDARD DISK,
 FG0296'STAMPED WIQ 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0297 ***********************************************************************
 FG0297  DESIGNATION -  WIR
 FG0297  PID         -  FG0297
 FG0297  STATE/COUNTY-  AR/FAULKNER
 FG0297  USGS QUAD   -  VILONIA (1994)
 FG0297
 FG0297                         *CURRENT SURVEY CONTROL
 FG0297  ___________________________________________________________________
 FG0297* NAD 83(1986)-  35 05 06.     (N)    092 08 28.     (W)     SCALED    
 FG0297* NAVD 88     -        86.804  (meters)     284.79   (feet)  POSTED    
 FG0297  ___________________________________________________________________
 FG0297  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FG0297  DYNAMIC HT  -          86.720 (meters)     284.51  (feet)  COMP
 FG0297  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FG0297
 FG0297  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0297
 FG0297.The horizontal coordinates were scaled from a topographic map and have
 FG0297.an estimated accuracy of +/- 6 seconds.
 FG0297
 FG0297.The orthometric height was determined by differential leveling
 FG0297.and adjusted by the National Geodetic Survey in 1992..
 FG0297.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0297.rate of 0.0 thru 1.0 mm/km.
 FG0297
 FG0297.The geoid height was determined by GEOID03.
 FG0297
 FG0297.The dynamic height is computed by dividing the NAVD 88
 FG0297.geopotential number by the normal gravity value computed on the
 FG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0297.degrees latitude (g = 980.6199 gals.).
 FG0297
 FG0297.The modeled gravity was interpolated from observed gravity values.
 FG0297
 FG0297;                    North         East    Units  Estimated Accuracy
 FG0297;SPC AR N     -    83,400.      387,130.      MT  (+/- 180 meters Scaled)
 FG0297
 FG0297                          SUPERSEDED SURVEY CONTROL
 FG0297
 FG0297  NGVD 29 (??/??/92)   86.808  (m)          284.80   (f) ADJ UNCH    2 0
 FG0297
 FG0297.Superseded values are not recommended for survey control.
 FG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0297.See file dsdata.txt to determine how the superseded data were derived.
 FG0297
 FG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU782828(NAD 83)
 FG0297_MARKER: DD = SURVEY DISK
 FG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0297_STAMPING: WIR 1940
 FG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0297+STABILITY: SURFACE MOTION
 FG0297
 FG0297  HISTORY     - Date     Condition        Report By
 FG0297  HISTORY     - 1940     MONUMENTED       ARGS
 FG0297  HISTORY     - 1953     GOOD             NGS
 FG0297
 FG0297                          STATION DESCRIPTION
 FG0297
 FG0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FG0297'4 MI SE FROM VILONIA.
 FG0297'4 MILES SOUTHEAST ALONG A COUNTY ROAD FROM VILONIA, FAULKNER COUNTY,
 FG0297'NEAR THE CENTER OF THE SOUTHEAST QUARTER OF SECTION 2, T. 5 N., R. 11
 FG0297'W., 140 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE M. O. HENRY
 FG0297'FARMHOUSE, AT THE JUNCTION OF A T-ROAD LEADING SOUTH, 84 FEET WEST OF
 FG0297'THE CENTER OF THE JUNCTION, 21 FEET SOUTH OF THE CENTERLINE OF THE
 FG0297'ROAD, AND 110 FEET WEST OF A 24-INCH OAK TREE MARKED BM.  A STANDARD
 FG0297'DISK, STAMPED WIR 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0298 ***********************************************************************
 FG0298  DESIGNATION -  WIS
 FG0298  PID         -  FG0298
 FG0298  STATE/COUNTY-  AR/WHITE
 FG0298  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0298
 FG0298                         *CURRENT SURVEY CONTROL
 FG0298  ___________________________________________________________________
 FG0298* NAD 83(1986)-  35 06 34.     (N)    092 06 12.     (W)     SCALED    
 FG0298* NAVD 88     -        92.017  (meters)     301.89   (feet)  POSTED    
 FG0298  ___________________________________________________________________
 FG0298  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FG0298  DYNAMIC HT  -          91.930 (meters)     301.61  (feet)  COMP
 FG0298  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FG0298
 FG0298  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG0298
 FG0298.The horizontal coordinates were scaled from a topographic map and have
 FG0298.an estimated accuracy of +/- 6 seconds.
 FG0298
 FG0298.The orthometric height was determined by differential leveling
 FG0298.and adjusted by the National Geodetic Survey in 1992..
 FG0298.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG0298.rate of 2.1 thru 3.0 mm/km.
 FG0298
 FG0298.The geoid height was determined by GEOID03.
 FG0298
 FG0298.The dynamic height is computed by dividing the NAVD 88
 FG0298.geopotential number by the normal gravity value computed on the
 FG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0298.degrees latitude (g = 980.6199 gals.).
 FG0298
 FG0298.The modeled gravity was interpolated from observed gravity values.
 FG0298
 FG0298;                    North         East    Units  Estimated Accuracy
 FG0298;SPC AR N     -    86,110.      390,580.      MT  (+/- 180 meters Scaled)
 FG0298
 FG0298                          SUPERSEDED SURVEY CONTROL
 FG0298
 FG0298  NGVD 29 (??/??/92)   92.020  (m)          301.90   (f) ADJ UNCH    2 0
 FG0298
 FG0298.Superseded values are not recommended for survey control.
 FG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0298.See file dsdata.txt to determine how the superseded data were derived.
 FG0298
 FG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU817855(NAD 83)
 FG0298_MARKER: DD = SURVEY DISK
 FG0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0298_STAMPING: WIS 1940
 FG0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0298+STABILITY: SURFACE MOTION
 FG0298
 FG0298  HISTORY     - Date     Condition        Report By
 FG0298  HISTORY     - 1940     MONUMENTED       ARGS
 FG0298  HISTORY     - 1953     GOOD             NGS
 FG0298
 FG0298                          STATION DESCRIPTION
 FG0298
 FG0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FG0298'1.2 MI S FROM EL PASO.
 FG0298'1.2 MILES SOUTH ALONG A COUNTY ROAD FROM EL PASO, WHITE COUNTY, 400
 FG0298'FEET EAST OF THE JUNCTION OF U. S. HIGHWAY 64, NEAR THE NORTHWEST
 FG0298'CORNER OF THE SOUTHWEST QUARTER OF SECTION 32, T. 6 N., R. 10 W., 81
 FG0298'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LEON BLAKEMORE SERVICE
 FG0298'STATION AT THE JUNCTION OF A T-ROAD LEADING SOUTH, 35 FEET SOUTHEAST
 FG0298'OF THE CENTER OF THE JUNCTION, 29 FEET SOUTH OF THE CENTERLINE OF THE
 FG0298'HIGHWAY, AND 6 FEET EAST OF A POWER LINE POLE MARKED BM.  A STANDARD
 FG0298'DISK, STAMPED WIS 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2977 ***********************************************************************
 EH2977  DESIGNATION -  WITT
 EH2977  PID         -  EH2977
 EH2977  STATE/COUNTY-  AR/ARKANSAS
 EH2977  USGS QUAD   -  DE WITT (1968)
 EH2977
 EH2977                         *CURRENT SURVEY CONTROL
 EH2977  ___________________________________________________________________
 EH2977* NAD 83(1997)-  34 19 21.70166(N)    091 16 35.46970(W)     ADJUSTED  
 EH2977* NAVD 88     -        57.77   (+/-2cm)     189.5    (feet)  VERTCON   
 EH2977  ___________________________________________________________________
 EH2977  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 EH2977  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH2977
 EH2977  HORZ ORDER  -  SECOND
 EH2977  VERT ORDER  -  THIRD ? (See Below)
 EH2977
 EH2977.The horizontal coordinates were established by classical geodetic methods
 EH2977.and adjusted by the National Geodetic Survey in September 1999..
 EH2977
 EH2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2977.The vertical order pertains to the NGVD 29 superseded value.
 EH2977
 EH2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2977
 EH2977.The geoid height was determined by GEOID03.
 EH2977
 EH2977;                    North         East     Units Scale Factor Converg.
 EH2977;SPC AR S     -   583,910.307   466,579.659   MT  0.99993108   +0 24 17.7
 EH2977;SPC AR S     - 1,915,712.40  1,530,770.10   sFT  0.99993108   +0 24 17.7
 EH2977;UTM  15      - 3,799,281.630   658,564.113   MT  0.99990992   +0 58 19.2
 EH2977
 EH2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2977!SPC AR S     -   0.99999510  x   0.99993108  =   0.99992618
 EH2977!UTM  15      -   0.99999510  x   0.99990992  =   0.99990502
 EH2977
 EH2977:                Primary Azimuth Mark                     Grid Az
 EH2977:SPC AR S     -  WITT AZ MK                               033 57 37.7
 EH2977:UTM  15      -  WITT AZ MK                               033 23 36.2
 EH2977
 EH2977|---------------------------------------------------------------------|
 EH2977| PID    Reference Object                     Distance      Geod. Az  |
 EH2977|                                                           dddmmss.s |
 EH2977| CY7185 WITT AZ MK                                         0342155.4 |
 EH2977| CY7186 WITT RM 1                            28.383 METERS 19042     |
 EH2977| CY7187 WITT RM 2                            26.249 METERS 33431     |
 EH2977|---------------------------------------------------------------------|
 EH2977
 EH2977                          SUPERSEDED SURVEY CONTROL
 EH2977
 EH2977  NAD 83(1986)-  34 19 21.70928(N)    091 16 35.46512(W) AD(       ) 2
 EH2977  NAD 27      -  34 19 21.34861(N)    091 16 35.03084(W) AD(       ) 2
 EH2977  NGVD 29 (07/19/86)   57.82   (m)          189.7    (f) LEVELING    3  
 EH2977
 EH2977.Superseded values are not recommended for survey control.
 EH2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2977.See file dsdata.txt to determine how the superseded data were derived.
 EH2977
 EH2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5856499282(NAD 83)
 EH2977_MARKER: DS = TRIANGULATION STATION DISK
 EH2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2977
 EH2977  HISTORY     - Date     Condition        Report By
 EH2977  HISTORY     - 1965     MONUMENTED       CGS
 EH2977  HISTORY     - 1987     GOOD             USPSQD
 EH2977
 EH2977                          STATION DESCRIPTION
 EH2977
 EH2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2977'STATION IS ABOUT 4 MILES NORTHEAST OF DE WITT, 1/2 MILE EAST
 EH2977'OF LAGRUE BAYOU, IN THE NORTHWEST 1/4 OF SECTION 30, T 4 S,
 EH2977'R 2 W. AND ON THE HIGHWAY RIGHT-OF-WAY.
 EH2977'
 EH2977'TO REACH THE STATION FROM THE EAST SIDE OF THE ARKANSAS COUNTY
 EH2977'COURTHOUSE IN DE WITT, GO EAST ON CROSS STREET FOR 0.2 MILE
 EH2977'TO A T-STREET (MAY STREET).  TURN LEFT AND GO NORTH ON MAY
 EH2977'STREET FOR 0.2 MILE TO A T-STREET (OLD HIGHWAY 1).  TURN RIGHT
 EH2977'AND GO EASTERLY ON OLD HIGHWAY 1 FOR 1.7 MILES TO THE JUNCTION
 EH2977'WITH STATE HIGHWAY 1.  CONTINUE NORTHEAST ON STATE HIGHWAY
 EH2977'1 FOR 1.5 MILES TO A CONCRETE BRIDGE OVER LAGRUE BAYOU.
 EH2977'CONTINUE NORTHEASTERLY ON HIGHWAY 1 FOR 0.7 MILE TO THE
 EH2977'STATION ON THE LEFT.
 EH2977'
 EH2977'STATION MARKS ARE STANDARD DISKS STAMPED WITT 1965.  THE
 EH2977'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 EH2977'FLUSH WITH THE GROUND.  IT IS 7 FEET NORTHWEST OF A WITNESS
 EH2977'POST, 41 FEET EAST-SOUTHEAST OF THE CENTERLINE OF AN OLD
 EH2977'ROAD BED, 70 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 EH2977'1, 42.5 FEET EAST-NORTHEAST OF A 24 INCH OAK TREE AND 128
 EH2977'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE
 EH2977'CULVERT.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EH2977'CONCRETE 45 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2977'
 EH2977'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WITT NO 1 1965,
 EH2977'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2977'GROUND.  IT IS 52 FEET SOUTH OF THE 24 INCH OAK TREE, 55 FEET
 EH2977'NORTHWEST OF THE NORTHWEST END OF THE CONCRETE CULVERT AND 64
 EH2977'WEST OF THE CENTERLINE OF HIGHWAY 1.
 EH2977'
 EH2977'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WITT NO 2 1965,
 EH2977'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 EH2977'IT IS 1 FOOT SOUTH OF A POWER POLE, 28 FEET NORTHWEST OF
 EH2977'THE CENTERLINE OF THE OLD HIGHWAY ROAD BED AND 127 FEET
 EH2977'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 1.
 EH2977'
 EH2977'AZIMUTH MARK, A STANDARD DISK STAMPED WITT 1965, IS SET IN
 EH2977'A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 EH2977'IT IS 2 FEET SOUTH OF A TELEPHONE POLE, 2.3 FEET SOUTH OF
 EH2977'A WITNESS POST, 31 FEET WEST OF THE CENTERLINE OF A GRAVELED
 EH2977'ROAD, 102 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 EH2977'1 AND 110 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 EH2977'1 AND A GRAVELED ROAD.
 EH2977'
 EH2977'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 EH2977'ON HIGHWAY 1 FOR 0.35 TO A GRAVELED SIDE ROAD LEFT AND THE
 EH2977'AZIMUTH MARK ON THE LEFT IN THE NORTHWEST ANGLE OF THE
 EH2977'INTERSECTION.
 EH2977'
 EH2977'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TENSION.
 EH2977'
 EH2977'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2977
 EH2977                          STATION RECOVERY (1987)
 EH2977
 EH2977'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH2977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1911 ***********************************************************************
 FG1911  DESIGNATION -  WITTER
 FG1911  PID         -  FG1911
 FG1911  STATE/COUNTY-  AR/MADISON
 FG1911  USGS QUAD   -  WITTER (1973)
 FG1911
 FG1911                         *CURRENT SURVEY CONTROL
 FG1911  ___________________________________________________________________
 FG1911* NAD 83(1997)-  35 55 13.87066(N)    093 41 15.81705(W)     ADJUSTED  
 FG1911* NAVD 88     -       445.9    (meters)    1463.     (feet)  VERTCON   
 FG1911  ___________________________________________________________________
 FG1911  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 FG1911  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FG1911
 FG1911  HORZ ORDER  -  SECOND
 FG1911
 FG1911.The horizontal coordinates were established by classical geodetic methods
 FG1911.and adjusted by the National Geodetic Survey in September 1999..
 FG1911
 FG1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1911
 FG1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1911
 FG1911.The geoid height was determined by GEOID03.
 FG1911
 FG1911;                    North         East     Units Scale Factor Converg.
 FG1911;SPC AR N     -   177,392.330   247,690.368   MT  0.99995311   -0 58 55.5
 FG1911;SPC AR N     -   581,994.67    812,630.82   sFT  0.99995311   -0 58 55.5
 FG1911;UTM  15      - 3,975,351.439   437,954.200   MT  0.99964743   -0 24 12.5
 FG1911
 FG1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1911!SPC AR N     -   0.99993439  x   0.99995311  =   0.99988750
 FG1911!UTM  15      -   0.99993439  x   0.99964743  =   0.99958184
 FG1911
 FG1911|---------------------------------------------------------------------|
 FG1911| PID    Reference Object                     Distance      Geod. Az  |
 FG1911|                                                           dddmmss.s |
 FG1911| CI2811 WITTER RM 1                          37.122 METERS 02217     |
 FG1911| CI2810 WITTER AZ MK                                       2254808.7 |
 FG1911| FG1912 WITTER RM 2                          22.455 METERS 27131     |
 FG1911|---------------------------------------------------------------------|
 FG1911
 FG1911                          SUPERSEDED SURVEY CONTROL
 FG1911
 FG1911  NAD 83(1997)-  35 55 13.88211(N)    093 41 15.81779(W) AD(       ) 2
 FG1911  NAD 83(1986)-  35 55 13.88175(N)    093 41 15.81888(W) AD(       ) 2
 FG1911  NAD 27      -  35 55 13.60242(N)    093 41 15.13583(W) AD(       ) 2
 FG1911  NGVD 29 (07/19/86)  445.8    (m)         1463.     (f) VERT ANG       
 FG1911
 FG1911.Superseded values are not recommended for survey control.
 FG1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1911.See file dsdata.txt to determine how the superseded data were derived.
 FG1911
 FG1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3795475351(NAD 83)
 FG1911_MARKER: DS = TRIANGULATION STATION DISK
 FG1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1911_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1911
 FG1911  HISTORY     - Date     Condition        Report By
 FG1911  HISTORY     - 1971     MONUMENTED       NGS
 FG1911  HISTORY     - 1987     GOOD             USPSQD
 FG1911
 FG1911                          STATION DESCRIPTION
 FG1911
 FG1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 FG1911'THE STATION IS LOCATED ABOUT 12 MILES SOUTH AND 2-1/2 MILES EAST OF
 FG1911'HUNTSVILLE, 6-1/2 MILES NORTH AND 4 MILES EAST OF SAINT PAUL, 7
 FG1911'MILES NORTH AND 2-1/2 MILES WEST OF PETTIGREW, 1-1/2 MILES SOUTH OF
 FG1911'THE SMALL VILLAGE OF WITTER, ALONG THE SOUTHEAST RIGHT-OF-WAY OF
 FG1911'STATE HIGHWAY 23, IN SECTION 36, R 26 W., T 15 N AND ON PROPERTY
 FG1911'OF THE ARKANSAS STATE HIGHWAY DEPARTMENT.
 FG1911'
 FG1911'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND 16
 FG1911'ABOUT 2 MILES NORTHEAST OF SAINT PAUL, GO NORTHERLY ON STATE HIGHWAY
 FG1911'23 FOR 6.0 MILES TO A BRIDGE OVER WAR EAGLE CREEK.  CONTINUE AHEAD,
 FG1911'NORTHERLY, ON STATE HIGHWAY 23 FOR 1.4 MILES TO A HOUSE ON LEFT
 FG1911'AND AZIMUTH MARK.  CONTINUE AHEAD AND GO NORTHEAST ON STATE
 FG1911'HIGHWAY 23 FOR 0.3 MILE TO THE STATION ON RIGHT AS DESCRIBED.
 FG1911'
 FG1911'STATION MARKS ARE STANDARD DISKS STAMPED WITTER 1971.  THE SURFACE
 FG1911'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FG1911'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 117 FEET
 FG1911'SOUTH-SOUTHWEST OF THE CENTER OF A CONCRETE CULVERT, 36.3 FEET
 FG1911'NORTHEAST OF THE CENTER OF STATE HIGHWAY 23, 3.7 FEET WEST OF A
 FG1911'METAL WITNESS POST, 3.5 FEET NORTHWEST OF THE FENCE AND ABOUT 5 FEET
 FG1911'HIGHER IN ELEVATION THAN THE ROAD.  THE UNDERGROUND DISK IS SET IN
 FG1911'AN IRREGULAR MASS OF CONCRETE AND IS 38 INCHES BELOW THE
 FG1911'GROUND SURFACE.
 FG1911'
 FG1911'REFERENCE MARK 1, A STANDARD DISK STAMPED WITTER NO 1 1971, IS
 FG1911'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 FG1911'CULVERT THAT IS 1 FOOT LOWER IN ELEVATION THAN THE HIGHWAY.  IT IS 26
 FG1911'FEET NORTHWEST OF THE FENCE, 14 FEET NORTHEAST OF THE CENTER OF
 FG1911'STATE HIGHWAY 23 AND IS ABOUT 5 FEET LOWER IN ELEVATION THAN
 FG1911'THE STATION.
 FG1911'
 FG1911'REFERENCE MARK 2, A STANDARD DISK STAMPED WITTER NO 2 1971, IS SET IN
 FG1911'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 FG1911'WITH THE GROUND SURFACE.  IT IS 24.5 FEET NORTHWEST OF THE CENTER
 FG1911'OF STATE HIGHWAY 23, 16.5 FEET SOUTHEAST OF THE FENCE AND IS ABOUT
 FG1911'6 FEET LOWER IN ELEVATION THAN THE STATION.
 FG1911'
 FG1911'AZIMUTH MARK, A STANDARD DISK STAMPED WITTER 1971, IS SET IN THE TOP
 FG1911'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH
 FG1911'THE GROUND SURFACE.  IT IS 49 FEET EAST-NORTHEAST OF THE NORTHEAST
 FG1911'CORNER OF A HOUSE, 38 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 FG1911'23, 17 FEET SOUTH OF THE CENTER OF A WIRE GATE AND 6 FEET
 FG1911'SOUTHEAST OF A POWER LINE POLE.
 FG1911'
 FG1911'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FG1911
 FG1911                          STATION RECOVERY (1987)
 FG1911
 FG1911'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0458 ***********************************************************************
 EJ0458  DESIGNATION -  WJA
 EJ0458  PID         -  EJ0458
 EJ0458  STATE/COUNTY-  AR/PULASKI
 EJ0458  USGS QUAD   -  CABOT (1987)
 EJ0458
 EJ0458                         *CURRENT SURVEY CONTROL
 EJ0458  ___________________________________________________________________
 EJ0458* NAD 83(1986)-  34 53 59.     (N)    092 06 08.     (W)     SCALED    
 EJ0458* NAVD 88     -        86.712  (meters)     284.49   (feet)  POSTED    
 EJ0458  ___________________________________________________________________
 EJ0458  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EJ0458  DYNAMIC HT  -          86.630 (meters)     284.22  (feet)  COMP
 EJ0458  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 EJ0458
 EJ0458  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0458
 EJ0458.The horizontal coordinates were scaled from a topographic map and have
 EJ0458.an estimated accuracy of +/- 6 seconds.
 EJ0458
 EJ0458.The orthometric height was determined by differential leveling
 EJ0458.and adjusted by the National Geodetic Survey in 1992..
 EJ0458.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0458.rate of 0.0 thru 1.0 mm/km.
 EJ0458
 EJ0458.The geoid height was determined by GEOID03.
 EJ0458
 EJ0458.The dynamic height is computed by dividing the NAVD 88
 EJ0458.geopotential number by the normal gravity value computed on the
 EJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0458.degrees latitude (g = 980.6199 gals.).
 EJ0458
 EJ0458.The modeled gravity was interpolated from observed gravity values.
 EJ0458
 EJ0458;                    North         East    Units  Estimated Accuracy
 EJ0458;SPC AR S     -   647,690.      390,660.      MT  (+/- 180 meters Scaled)
 EJ0458
 EJ0458                          SUPERSEDED SURVEY CONTROL
 EJ0458
 EJ0458  NGVD 29 (??/??/92)   86.741  (m)          284.58   (f) ADJ UNCH    2 0
 EJ0458
 EJ0458.Superseded values are not recommended for survey control.
 EJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0458.See file dsdata.txt to determine how the superseded data were derived.
 EJ0458
 EJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU820622(NAD 83)
 EJ0458_MARKER: DD = SURVEY DISK
 EJ0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0458_STAMPING: WJA 1936
 EJ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0458+STABILITY: SURFACE MOTION
 EJ0458
 EJ0458  HISTORY     - Date     Condition        Report By
 EJ0458  HISTORY     - 1936     MONUMENTED       CGS
 EJ0458  HISTORY     - 1939     GOOD             NGS
 EJ0458  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0458
 EJ0458                          STATION DESCRIPTION
 EJ0458
 EJ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0458'2.4 MI N FROM JACKSONVILLE.
 EJ0458'2.4 MILES NORTH ALONG U.S. HIGHWAY 67 FROM THE MISSOURI PACIFIC
 EJ0458'RAILROAD STATION AT JACKSONVILLE, PULASKI COUNTY, AT THE JUNCTION OF
 EJ0458'CENTENNIAL ROAD LEADING NORTHWEST TO STATE HIGHWAY 5, 53 FEET WEST OF
 EJ0458'THE CENTER OF THE JUNCTION, 18 FEET NORTH OF CENTENNIAL ROAD, AT THE
 EJ0458'VERNON TONEY RESIDENCE, 112 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 EJ0458'HOUSE, AND 64 FEET EAST OF THE SOUTHEAST FENCE CORNER.  A STANDARD
 EJ0458'DISK, STAMPED WJA 1936 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0458
 EJ0458                          STATION RECOVERY (1984)
 EJ0458
 EJ0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0460 ***********************************************************************
 EJ0460  DESIGNATION -  WJB
 EJ0460  PID         -  EJ0460
 EJ0460  STATE/COUNTY-  AR/PULASKI
 EJ0460  USGS QUAD   -  OLMSTEAD (1988)
 EJ0460
 EJ0460                         *CURRENT SURVEY CONTROL
 EJ0460  ___________________________________________________________________
 EJ0460* NAD 83(1986)-  34 54 57.     (N)    092 07 35.     (W)     SCALED    
 EJ0460* NAVD 88     -        90.358  (meters)     296.45   (feet)  POSTED    
 EJ0460  ___________________________________________________________________
 EJ0460  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EJ0460  DYNAMIC HT  -          90.270 (meters)     296.16  (feet)  COMP
 EJ0460  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 EJ0460
 EJ0460  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EJ0460
 EJ0460.The horizontal coordinates were scaled from a topographic map and have
 EJ0460.an estimated accuracy of +/- 6 seconds.
 EJ0460
 EJ0460.The orthometric height was determined by differential leveling
 EJ0460.and adjusted by the National Geodetic Survey in 1992..
 EJ0460.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EJ0460.rate of 1.1 thru 2.0 mm/km.
 EJ0460
 EJ0460.The geoid height was determined by GEOID03.
 EJ0460
 EJ0460.The dynamic height is computed by dividing the NAVD 88
 EJ0460.geopotential number by the normal gravity value computed on the
 EJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0460.degrees latitude (g = 980.6199 gals.).
 EJ0460
 EJ0460.The modeled gravity was interpolated from observed gravity values.
 EJ0460
 EJ0460;                    North         East    Units  Estimated Accuracy
 EJ0460;SPC AR S     -   649,480.      388,450.      MT  (+/- 180 meters Scaled)
 EJ0460
 EJ0460                          SUPERSEDED SURVEY CONTROL
 EJ0460
 EJ0460  NGVD 29 (??/??/92)   90.378  (m)          296.52   (f) ADJ UNCH    2 0
 EJ0460
 EJ0460.Superseded values are not recommended for survey control.
 EJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0460.See file dsdata.txt to determine how the superseded data were derived.
 EJ0460
 EJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU798640(NAD 83)
 EJ0460_MARKER: DB = BENCH MARK DISK
 EJ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0460_STAMPING: WJB 1936
 EJ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0460+STABILITY: SURFACE MOTION
 EJ0460
 EJ0460  HISTORY     - Date     Condition        Report By
 EJ0460  HISTORY     - 1936     MONUMENTED       CGS
 EJ0460  HISTORY     - 1939     GOOD             NGS
 EJ0460  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0460
 EJ0460                          STATION DESCRIPTION
 EJ0460
 EJ0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0460'2.4 MI N FROM JACKSONVILLE.
 EJ0460'2.4 MILES NORTH ALONG U.S. HIGHWAY 64 FROM THE MISSOURI PACIFIC
 EJ0460'RAILROAD STATION AT JACKSONVILLE, PULASKI COUNTY, 2.0 MILES NORTHWEST
 EJ0460'ALONG CENTENNIAL ROAD, AT THE M. C. MCNAIR RESIDENCE, 37 FEET NORTH OF
 EJ0460'THE NORTHEAST CORNER OF THE HOUSE, 33 FEET SOUTH OF THE CENTERLINE OF
 EJ0460'THE ROAD, AND 47 FEET WEST OF A 10-INCH WALNUT TREE.  A STANDARD DISK,
 EJ0460'STAMPED WJB 1936 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0460
 EJ0460                          STATION RECOVERY (1984)
 EJ0460
 EJ0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (FSS)
 EJ0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0464 ***********************************************************************
 EJ0464  DESIGNATION -  WJC
 EJ0464  PID         -  EJ0464
 EJ0464  STATE/COUNTY-  AR/PULASKI
 EJ0464  USGS QUAD   -  OLMSTEAD (1988)
 EJ0464
 EJ0464                         *CURRENT SURVEY CONTROL
 EJ0464  ___________________________________________________________________
 EJ0464* NAD 83(1986)-  34 57 08.     (N)    092 09 17.     (W)     SCALED    
 EJ0464* NAVD 88     -        94.631  (meters)     310.47   (feet)  POSTED    
 EJ0464  ___________________________________________________________________
 EJ0464  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EJ0464  DYNAMIC HT  -          94.540 (meters)     310.17  (feet)  COMP
 EJ0464  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 EJ0464
 EJ0464  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EJ0464
 EJ0464.The horizontal coordinates were scaled from a topographic map and have
 EJ0464.an estimated accuracy of +/- 6 seconds.
 EJ0464
 EJ0464.The orthometric height was determined by differential leveling
 EJ0464.and adjusted by the National Geodetic Survey in 1992..
 EJ0464.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EJ0464.rate of 1.1 thru 2.0 mm/km.
 EJ0464
 EJ0464.The geoid height was determined by GEOID03.
 EJ0464
 EJ0464.The dynamic height is computed by dividing the NAVD 88
 EJ0464.geopotential number by the normal gravity value computed on the
 EJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0464.degrees latitude (g = 980.6199 gals.).
 EJ0464
 EJ0464.The modeled gravity was interpolated from observed gravity values.
 EJ0464
 EJ0464;                    North         East    Units  Estimated Accuracy
 EJ0464;SPC AR S     -   653,520.      385,870.      MT  (+/- 180 meters Scaled)
 EJ0464
 EJ0464                          SUPERSEDED SURVEY CONTROL
 EJ0464
 EJ0464  NGVD 29 (??/??/92)   94.655  (m)          310.55   (f) ADJ UNCH    2 0
 EJ0464
 EJ0464.Superseded values are not recommended for survey control.
 EJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0464.See file dsdata.txt to determine how the superseded data were derived.
 EJ0464
 EJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU771680(NAD 83)
 EJ0464_MARKER: DB = BENCH MARK DISK
 EJ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0464_STAMPING: WJC 1936
 EJ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0464+STABILITY: SURFACE MOTION
 EJ0464
 EJ0464  HISTORY     - Date     Condition        Report By
 EJ0464  HISTORY     - 1936     MONUMENTED       CGS
 EJ0464  HISTORY     - 1940     GOOD             NGS
 EJ0464
 EJ0464                          STATION DESCRIPTION
 EJ0464
 EJ0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EJ0464'2.4 MI N FROM JACKSONVILLE.
 EJ0464'2.4 MILES NORTH ALONG U.S. HIGHWAY 67 FROM THE MISSOURI PACIFIC
 EJ0464'RAILROAD STATION AT JACKSONVILLE, PULASKI COUNTY, 5.2 MILES NORTHWEST
 EJ0464'ALONG CENTENNIAL ROAD, AT THE JUNCTION OF STATE HIGHWAY 5, 105 FEET
 EJ0464'NORTHEAST OF THE CENTER OF THE JUNCTION, 44 FEET EAST OF THE
 EJ0464'CENTERLINE OF THE HIGHWAY, AND 28 FEET NORTH OF THE NORTHWEST CORNER
 EJ0464'OF THE J.W. NICHOLS STORE.  A STANDARD DISK, STAMPED WJC 1936 AND SET
 EJ0464'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0471 ***********************************************************************
 EJ0471  DESIGNATION -  WJF
 EJ0471  PID         -  EJ0471
 EJ0471  STATE/COUNTY-  AR/FAULKNER
 EJ0471  USGS QUAD   -  CATO (1987)
 EJ0471
 EJ0471                         *CURRENT SURVEY CONTROL
 EJ0471  ___________________________________________________________________
 EJ0471* NAD 83(1986)-  34 55 43.     (N)    092 15 41.     (W)     SCALED    
 EJ0471* NAVD 88     -        99.037  (meters)     324.92   (feet)  POSTED    
 EJ0471  ___________________________________________________________________
 EJ0471  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EJ0471  DYNAMIC HT  -          98.940 (meters)     324.61  (feet)  COMP
 EJ0471  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 EJ0471
 EJ0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0471
 EJ0471.The horizontal coordinates were scaled from a topographic map and have
 EJ0471.an estimated accuracy of +/- 6 seconds.
 EJ0471
 EJ0471.The orthometric height was determined by differential leveling
 EJ0471.and adjusted by the National Geodetic Survey in 1992..
 EJ0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0471.rate of 0.0 thru 1.0 mm/km.
 EJ0471
 EJ0471.The geoid height was determined by GEOID03.
 EJ0471
 EJ0471.The dynamic height is computed by dividing the NAVD 88
 EJ0471.geopotential number by the normal gravity value computed on the
 EJ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0471.degrees latitude (g = 980.6199 gals.).
 EJ0471
 EJ0471.The modeled gravity was interpolated from observed gravity values.
 EJ0471
 EJ0471;                    North         East    Units  Estimated Accuracy
 EJ0471;SPC AR N     -    66,070.      376,120.      MT  (+/- 180 meters Scaled)
 EJ0471
 EJ0471                          SUPERSEDED SURVEY CONTROL
 EJ0471
 EJ0471  NGVD 29 (??/??/92)   99.067  (m)          325.02   (f) ADJ UNCH    2 0
 EJ0471
 EJ0471.Superseded values are not recommended for survey control.
 EJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0471.See file dsdata.txt to determine how the superseded data were derived.
 EJ0471
 EJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU674653(NAD 83)
 EJ0471_MARKER: DB = BENCH MARK DISK
 EJ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0471_STAMPING: W J F 1936
 EJ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0471+STABILITY: SURFACE MOTION
 EJ0471
 EJ0471  HISTORY     - Date     Condition        Report By
 EJ0471  HISTORY     - 1936     MONUMENTED       CGS
 EJ0471  HISTORY     - 1955     GOOD             NGS
 EJ0471
 EJ0471                          STATION DESCRIPTION
 EJ0471
 EJ0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0471'IN CATO.
 EJ0471'AT CATO, 0.2 MILE NORTHEAST OF THE METHODIST CHURCH, 0.15 MILE SOUTH
 EJ0471'OF WILLARDS GROCERY STORE, 206 FEET NORTH OF THE CENTER LINE OF AN
 EJ0471'EAST AND WEST ROAD, 22 FEET NORTHWEST OF THE CENTER LINE OF A ROAD
 EJ0471'LEADING NORTH, 16 FEET NORTHEAST OF A 30 INCH OAK TREE, 11 FEET
 EJ0471'SOUTHWEST OF A FENCE CORNER, 1.6 FEET SOUTHEAST OF A FENCE, SET IN THE
 EJ0471'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0474 ***********************************************************************
 EJ0474  DESIGNATION -  WJG
 EJ0474  PID         -  EJ0474
 EJ0474  STATE/COUNTY-  AR/FAULKNER
 EJ0474  USGS QUAD   -  CATO (1987)
 EJ0474
 EJ0474                         *CURRENT SURVEY CONTROL
 EJ0474  ___________________________________________________________________
 EJ0474* NAD 83(1986)-  34 58 06.     (N)    092 15 01.     (W)     SCALED    
 EJ0474* NAVD 88     -        96.121  (meters)     315.36   (feet)  POSTED    
 EJ0474  ___________________________________________________________________
 EJ0474  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EJ0474  DYNAMIC HT  -          96.030 (meters)     315.06  (feet)  COMP
 EJ0474  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 EJ0474
 EJ0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0474
 EJ0474.The horizontal coordinates were scaled from a topographic map and have
 EJ0474.an estimated accuracy of +/- 6 seconds.
 EJ0474
 EJ0474.The orthometric height was determined by differential leveling
 EJ0474.and adjusted by the National Geodetic Survey in 1992..
 EJ0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0474.rate of 0.0 thru 1.0 mm/km.
 EJ0474
 EJ0474.The geoid height was determined by GEOID03.
 EJ0474
 EJ0474.The dynamic height is computed by dividing the NAVD 88
 EJ0474.geopotential number by the normal gravity value computed on the
 EJ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0474.degrees latitude (g = 980.6199 gals.).
 EJ0474
 EJ0474.The modeled gravity was interpolated from observed gravity values.
 EJ0474
 EJ0474;                    North         East    Units  Estimated Accuracy
 EJ0474;SPC AR N     -    70,480.      377,140.      MT  (+/- 180 meters Scaled)
 EJ0474
 EJ0474                          SUPERSEDED SURVEY CONTROL
 EJ0474
 EJ0474  NGVD 29 (??/??/92)   96.146  (m)          315.44   (f) ADJ UNCH    2 0
 EJ0474
 EJ0474.Superseded values are not recommended for survey control.
 EJ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0474.See file dsdata.txt to determine how the superseded data were derived.
 EJ0474
 EJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU684697(NAD 83)
 EJ0474_MARKER: DB = BENCH MARK DISK
 EJ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0474_STAMPING: WJG 1936
 EJ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0474+STABILITY: SURFACE MOTION
 EJ0474
 EJ0474  HISTORY     - Date     Condition        Report By
 EJ0474  HISTORY     - 1936     MONUMENTED       CGS
 EJ0474  HISTORY     - 1938     GOOD             NGS
 EJ0474
 EJ0474                          STATION DESCRIPTION
 EJ0474
 EJ0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 EJ0474'2.9 MI N FROM CATO.
 EJ0474'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT CATO,
 EJ0474'FAULKNER COUNTY, AT FAULKNER GAP CHURCH, 87 FEET SOUTH OF THE
 EJ0474'SOUTHWEST CORNER OF THE CHURCH, 33 FEET SOUTHWEST OF THE CENTERLINE OF
 EJ0474'THE DRIVEWAY, 41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 33 FEET
 EJ0474'NORTHEAST OF A 10-INCH ELM TREE, AND 32 FEET SOUTH OF A 20-INCH
 EJ0474'POST-OAK TREE.  A STANDARD DISK, STAMPED WJG 1936 AND SET IN THE TOP
 EJ0474'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0403 ***********************************************************************
 EJ0403  DESIGNATION -  WJI
 EJ0403  PID         -  EJ0403
 EJ0403  STATE/COUNTY-  AR/FAULKNER
 EJ0403  USGS QUAD   -  MAYFLOWER (1987)
 EJ0403
 EJ0403                         *CURRENT SURVEY CONTROL
 EJ0403  ___________________________________________________________________
 EJ0403* NAD 83(1986)-  34 58 13.     (N)    092 24 16.     (W)     SCALED    
 EJ0403* NAVD 88     -        85.307  (meters)     279.88   (feet)  POSTED    
 EJ0403  ___________________________________________________________________
 EJ0403  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EJ0403  DYNAMIC HT  -          85.230 (meters)     279.63  (feet)  COMP
 EJ0403  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 EJ0403
 EJ0403  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EJ0403
 EJ0403.The horizontal coordinates were scaled from a topographic map and have
 EJ0403.an estimated accuracy of +/- 6 seconds.
 EJ0403
 EJ0403.The orthometric height was determined by differential leveling
 EJ0403.and adjusted by the National Geodetic Survey in 1992..
 EJ0403.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EJ0403.rate of 1.1 thru 2.0 mm/km.
 EJ0403
 EJ0403.The geoid height was determined by GEOID03.
 EJ0403
 EJ0403.The dynamic height is computed by dividing the NAVD 88
 EJ0403.geopotential number by the normal gravity value computed on the
 EJ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0403.degrees latitude (g = 980.6199 gals.).
 EJ0403
 EJ0403.The modeled gravity was interpolated from observed gravity values.
 EJ0403
 EJ0403;                    North         East    Units  Estimated Accuracy
 EJ0403;SPC AR N     -    70,740.      363,070.      MT  (+/- 180 meters Scaled)
 EJ0403
 EJ0403                          SUPERSEDED SURVEY CONTROL
 EJ0403
 EJ0403  NGVD 29 (??/??/92)   85.328  (m)          279.95   (f) ADJ UNCH    2 0
 EJ0403
 EJ0403.Superseded values are not recommended for survey control.
 EJ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0403.See file dsdata.txt to determine how the superseded data were derived.
 EJ0403
 EJ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU543699(NAD 83)
 EJ0403_MARKER: DD = SURVEY DISK
 EJ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0403_STAMPING: WJI 1939
 EJ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0403+STABILITY: SURFACE MOTION
 EJ0403
 EJ0403  HISTORY     - Date     Condition        Report By
 EJ0403  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0403  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0403  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0403  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0403
 EJ0403                          STATION DESCRIPTION
 EJ0403
 EJ0403'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939
 EJ0403'2.0 MI NE FROM MAYFLOWER.
 EJ0403'2 MILES NORTHEAST ALONG A COUNTY ROAD FROM MAYFLOWER, FAULKNER COUNTY,
 EJ0403'670 FEET WEST OF THE NORTHWEST CORNER OF A BRIDGE OVER PALARM CREEK,
 EJ0403'AT THE H. L. MARTIN RESIDENCE, 180 FEET SOUTH OF THE SOUTH CORNER OF
 EJ0403'THE HOUSE, 128 FEET SOUTHEAST OF A 40-INCH RED OAK TREE, 40 FEET NORTH
 EJ0403'OF THE CENTERLINE OF THE ROAD, AND 10 FEET NORTH OF A FENCE. A
 EJ0403'STANDARD DISK, STAMPED WJI 1939 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0403
 EJ0403                          STATION RECOVERY (1984)
 EJ0403
 EJ0403'RECOVERY NOTE BY US POWER SQUADRON 1984 (DNB)
 EJ0403'MARK NOT FOUND.
 EJ0403
 EJ0403                          STATION RECOVERY (1989)
 EJ0403
 EJ0403'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ0403'MARK NOT FOUND.
 EJ0403
 EJ0403                          STATION RECOVERY (1990)
 EJ0403
 EJ0403'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0280 ***********************************************************************
 FG0280  DESIGNATION -  WJJ
 FG0280  PID         -  FG0280
 FG0280  STATE/COUNTY-  AR/FAULKNER
 FG0280  USGS QUAD   -  HAMLET (1994)
 FG0280
 FG0280                         *CURRENT SURVEY CONTROL
 FG0280  ___________________________________________________________________
 FG0280* NAD 83(1986)-  35 01 46.     (N)    092 15 44.     (W)     SCALED    
 FG0280* NAVD 88     -       102.059  (meters)     334.84   (feet)  POSTED    
 FG0280  ___________________________________________________________________
 FG0280  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FG0280  DYNAMIC HT  -         101.960 (meters)     334.51  (feet)  COMP
 FG0280  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FG0280
 FG0280  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FG0280
 FG0280.The horizontal coordinates were scaled from a topographic map and have
 FG0280.an estimated accuracy of +/- 6 seconds.
 FG0280
 FG0280.The orthometric height was determined by differential leveling
 FG0280.and adjusted by the National Geodetic Survey in 1992..
 FG0280.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FG0280.rate of 1.1 thru 2.0 mm/km.
 FG0280
 FG0280.The geoid height was determined by GEOID03.
 FG0280
 FG0280.The dynamic height is computed by dividing the NAVD 88
 FG0280.geopotential number by the normal gravity value computed on the
 FG0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0280.degrees latitude (g = 980.6199 gals.).
 FG0280
 FG0280.The modeled gravity was interpolated from observed gravity values.
 FG0280
 FG0280;                    North         East    Units  Estimated Accuracy
 FG0280;SPC AR N     -    77,260.      376,070.      MT  (+/- 180 meters Scaled)
 FG0280
 FG0280                          SUPERSEDED SURVEY CONTROL
 FG0280
 FG0280  NGVD 29 (??/??/92)  102.076  (m)          334.89   (f) ADJ UNCH    2 0
 FG0280
 FG0280.Superseded values are not recommended for survey control.
 FG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0280.See file dsdata.txt to determine how the superseded data were derived.
 FG0280
 FG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU673765(NAD 83)
 FG0280_MARKER: DD = SURVEY DISK
 FG0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0280_STAMPING: WJJ 1936
 FG0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0280+STABILITY: SURFACE MOTION
 FG0280
 FG0280  HISTORY     - Date     Condition        Report By
 FG0280  HISTORY     - 1936     MONUMENTED       ARGS
 FG0280  HISTORY     - 1938     GOOD             NGS
 FG0280
 FG0280                          STATION DESCRIPTION
 FG0280
 FG0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 FG0280'2.7 MI W FROM VILONIA.
 FG0280'2.7 MILES WEST ALONG U. S. HIGHWAY 64 FROM THE NAZARENE CHURCH AT
 FG0280'VILONIA, FAULKNER COUNTY, 3.6 MILES SOUTH ALONG A COUNTY ROAD, AT A
 FG0280'ROAD INTERSECTION, 22 FEET SOUTHWEST OF THE CROSSROADS, 21 FEET WEST
 FG0280'OF THE ROAD, AND 5 FEET SOUTHWEST OF A NORTHEAST FENCE CORNER.  A
 FG0280'STANDARD DISK, STAMPED WJJ 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0401 ***********************************************************************
 EJ0401  DESIGNATION -  WJK
 EJ0401  PID         -  EJ0401
 EJ0401  STATE/COUNTY-  AR/FAULKNER
 EJ0401  USGS QUAD   -  CATO (1987)
 EJ0401
 EJ0401                         *CURRENT SURVEY CONTROL
 EJ0401  ___________________________________________________________________
 EJ0401* NAD 83(1986)-  34 57 35.     (N)    092 21 44.     (W)     SCALED    
 EJ0401* NAVD 88     -        86.556  (meters)     283.98   (feet)  POSTED    
 EJ0401  ___________________________________________________________________
 EJ0401  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EJ0401  DYNAMIC HT  -          86.470 (meters)     283.69  (feet)  COMP
 EJ0401  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 EJ0401
 EJ0401  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EJ0401
 EJ0401.The horizontal coordinates were scaled from a topographic map and have
 EJ0401.an estimated accuracy of +/- 6 seconds.
 EJ0401
 EJ0401.The orthometric height was determined by differential leveling
 EJ0401.and adjusted by the National Geodetic Survey in 1992..
 EJ0401.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EJ0401.rate of 2.1 thru 3.0 mm/km.
 EJ0401
 EJ0401.The geoid height was determined by GEOID03.
 EJ0401
 EJ0401.The dynamic height is computed by dividing the NAVD 88
 EJ0401.geopotential number by the normal gravity value computed on the
 EJ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0401.degrees latitude (g = 980.6199 gals.).
 EJ0401
 EJ0401.The modeled gravity was interpolated from observed gravity values.
 EJ0401
 EJ0401;                    North         East    Units  Estimated Accuracy
 EJ0401;SPC AR N     -    69,550.      366,920.      MT  (+/- 180 meters Scaled)
 EJ0401
 EJ0401                          SUPERSEDED SURVEY CONTROL
 EJ0401
 EJ0401  NGVD 29 (??/??/92)   86.584  (m)          284.07   (f) ADJ UNCH    2 0
 EJ0401
 EJ0401.Superseded values are not recommended for survey control.
 EJ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0401.See file dsdata.txt to determine how the superseded data were derived.
 EJ0401
 EJ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU582687(NAD 83)
 EJ0401_MARKER: DD = SURVEY DISK
 EJ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0401_STAMPING: WJK 1939
 EJ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0401+STABILITY: SURFACE MOTION
 EJ0401
 EJ0401  HISTORY     - Date     Condition        Report By
 EJ0401  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0401  HISTORY     - 1953     GOOD             NGS
 EJ0401
 EJ0401                          STATION DESCRIPTION
 EJ0401
 EJ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EJ0401'4.5 MI NE FROM MAYFLOWER.
 EJ0401'4 1/2 MILES NORTHEAST ALONG A COUNTY ROAD FROM MAYFLOWER, FAULKNER
 EJ0401'COUNTY, 143 FEET EAST OF THE NORTHEAST END OF A CONCRETE CULVERT, 161
 EJ0401'FEET SOUTHWEST OF A 48-INCH POST-OAK TREE, AND 33 FEET NORTH OF THE
 EJ0401'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED WJK 1939 AND SET IN
 EJ0401'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0452 ***********************************************************************
 EJ0452  DESIGNATION -  WJL
 EJ0452  PID         -  EJ0452
 EJ0452  STATE/COUNTY-  AR/FAULKNER
 EJ0452  USGS QUAD   -  CATO (1987)
 EJ0452
 EJ0452                         *CURRENT SURVEY CONTROL
 EJ0452  ___________________________________________________________________
 EJ0452* NAD 83(1986)-  34 56 38.     (N)    092 19 48.     (W)     SCALED    
 EJ0452* NAVD 88     -        93.667  (meters)     307.31   (feet)  POSTED    
 EJ0452  ___________________________________________________________________
 EJ0452  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EJ0452  DYNAMIC HT  -          93.580 (meters)     307.02  (feet)  COMP
 EJ0452  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 EJ0452
 EJ0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0452
 EJ0452.The horizontal coordinates were scaled from a topographic map and have
 EJ0452.an estimated accuracy of +/- 6 seconds.
 EJ0452
 EJ0452.The orthometric height was determined by differential leveling
 EJ0452.and adjusted by the National Geodetic Survey in 1992..
 EJ0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0452.rate of 0.0 thru 1.0 mm/km.
 EJ0452
 EJ0452.The geoid height was determined by GEOID03.
 EJ0452
 EJ0452.The dynamic height is computed by dividing the NAVD 88
 EJ0452.geopotential number by the normal gravity value computed on the
 EJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0452.degrees latitude (g = 980.6199 gals.).
 EJ0452
 EJ0452.The modeled gravity was interpolated from observed gravity values.
 EJ0452
 EJ0452;                    North         East    Units  Estimated Accuracy
 EJ0452;SPC AR N     -    67,790.      369,850.      MT  (+/- 180 meters Scaled)
 EJ0452
 EJ0452                          SUPERSEDED SURVEY CONTROL
 EJ0452
 EJ0452  NGVD 29 (??/??/92)   93.701  (m)          307.42   (f) ADJ UNCH    2 0
 EJ0452
 EJ0452.Superseded values are not recommended for survey control.
 EJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0452.See file dsdata.txt to determine how the superseded data were derived.
 EJ0452
 EJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU611670(NAD 83)
 EJ0452_MARKER: DB = BENCH MARK DISK
 EJ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0452_STAMPING: WJL 1939
 EJ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0452+STABILITY: SURFACE MOTION
 EJ0452
 EJ0452  HISTORY     - Date     Condition        Report By
 EJ0452  HISTORY     - 1939     MONUMENTED       CGS
 EJ0452  HISTORY     - 1953     POOR             NGS
 EJ0452
 EJ0452                          STATION DESCRIPTION
 EJ0452
 EJ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EJ0452'4 MI W FROM CATO.
 EJ0452'4 MILES WEST ALONG A COUNTY ROAD FROM CATO, FAULKNER COUNTY, 1/4 MILE
 EJ0452'WEST OF A SCHOOLHOUSE, AT A ROAD INTERSECTION, 71 FEET EAST OF THE
 EJ0452'CENTER OF THE CROSSROADS, 85 FEET NORTH OF THE NORTHEAST CORNER OF A
 EJ0452'HOUSE, 116 FEET SOUTH OF A 40-INCH POST-OAK TREE, AND 12 FEET WEST OF
 EJ0452'A 15-INCH POST-OAK TREE.  A STANDARD DISK, STAMPED WJL 1939 AND SET IN
 EJ0452'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0454 ***********************************************************************
 EJ0454  DESIGNATION -  WJM
 EJ0454  PID         -  EJ0454
 EJ0454  STATE/COUNTY-  AR/FAULKNER
 EJ0454  USGS QUAD   -  CATO (1987)
 EJ0454
 EJ0454                         *CURRENT SURVEY CONTROL
 EJ0454  ___________________________________________________________________
 EJ0454* NAD 83(1986)-  34 56 09.     (N)    092 17 44.     (W)     SCALED    
 EJ0454* NAVD 88     -       106.943  (meters)     350.86   (feet)  POSTED    
 EJ0454  ___________________________________________________________________
 EJ0454  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EJ0454  DYNAMIC HT  -         106.840 (meters)     350.52  (feet)  COMP
 EJ0454  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 EJ0454
 EJ0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0454
 EJ0454.The horizontal coordinates were scaled from a topographic map and have
 EJ0454.an estimated accuracy of +/- 6 seconds.
 EJ0454
 EJ0454.The orthometric height was determined by differential leveling
 EJ0454.and adjusted by the National Geodetic Survey in 1992..
 EJ0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0454.rate of 0.0 thru 1.0 mm/km.
 EJ0454
 EJ0454.The geoid height was determined by GEOID03.
 EJ0454
 EJ0454.The dynamic height is computed by dividing the NAVD 88
 EJ0454.geopotential number by the normal gravity value computed on the
 EJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0454.degrees latitude (g = 980.6199 gals.).
 EJ0454
 EJ0454.The modeled gravity was interpolated from observed gravity values.
 EJ0454
 EJ0454;                    North         East    Units  Estimated Accuracy
 EJ0454;SPC AR N     -    66,880.      373,000.      MT  (+/- 180 meters Scaled)
 EJ0454
 EJ0454                          SUPERSEDED SURVEY CONTROL
 EJ0454
 EJ0454  NGVD 29 (??/??/92)  106.976  (m)          350.97   (f) ADJ UNCH    2 0
 EJ0454
 EJ0454.Superseded values are not recommended for survey control.
 EJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0454.See file dsdata.txt to determine how the superseded data were derived.
 EJ0454
 EJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU643661(NAD 83)
 EJ0454_MARKER: DB = BENCH MARK DISK
 EJ0454_SETTING: 0 = UNSPECIFIED SETTING
 EJ0454_STAMPING: WJM 1939
 EJ0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0454
 EJ0454  HISTORY     - Date     Condition        Report By
 EJ0454  HISTORY     - 1939     MONUMENTED       CGS
 EJ0454  HISTORY     - 1953     GOOD             NGS
 EJ0454
 EJ0454                          STATION DESCRIPTION
 EJ0454
 EJ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EJ0454'2.75 MI W FROM CATO.
 EJ0454'2 3/4 MILES WEST ALONG A COUNTY ROAD FROM CATO, FAULKNER COUNTY, AT
 EJ0454'THE JUNCTION OF THREE ROADS, NEAR THE CURVE, AT THE C.D. WHEELER
 EJ0454'RESIDENCE, 258 FEET NORTH FROM MARK TO COUNTY ROAD, 142 FEET SOUTHWEST
 EJ0454'OF THE WEST CORNER OF THE BARN, 295 FEET SOUTH FROM MARK TO WOODS
 EJ0454'LINE, AND 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 EJ0454'DISK, STAMPED WJM 1939 AND FLUSH WITH THE GROUND IN EAST EDGE OF FIELD
 EJ0454'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0390 ***********************************************************************
 EJ0390  DESIGNATION -  WJN
 EJ0390  PID         -  EJ0390
 EJ0390  STATE/COUNTY-  AR/LONOKE
 EJ0390  USGS QUAD   -  CABOT (1987)
 EJ0390
 EJ0390                         *CURRENT SURVEY CONTROL
 EJ0390  ___________________________________________________________________
 EJ0390* NAD 83(1986)-  34 59 04.     (N)    092 03 11.     (W)     SCALED    
 EJ0390* NAVD 88     -        93.404  (meters)     306.44   (feet)  POSTED    
 EJ0390  ___________________________________________________________________
 EJ0390  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ0390  DYNAMIC HT  -          93.320 (meters)     306.17  (feet)  COMP
 EJ0390  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 EJ0390
 EJ0390  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0390
 EJ0390.The horizontal coordinates were scaled from a topographic map and have
 EJ0390.an estimated accuracy of +/- 6 seconds.
 EJ0390
 EJ0390.The orthometric height was determined by differential leveling
 EJ0390.and adjusted by the National Geodetic Survey in 1992..
 EJ0390.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0390.rate of 0.0 thru 1.0 mm/km.
 EJ0390
 EJ0390.The geoid height was determined by GEOID03.
 EJ0390
 EJ0390.The dynamic height is computed by dividing the NAVD 88
 EJ0390.geopotential number by the normal gravity value computed on the
 EJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0390.degrees latitude (g = 980.6199 gals.).
 EJ0390
 EJ0390.The modeled gravity was interpolated from observed gravity values.
 EJ0390
 EJ0390;                    North         East    Units  Estimated Accuracy
 EJ0390;SPC AR S     -   657,090.      395,160.      MT  (+/- 180 meters Scaled)
 EJ0390
 EJ0390                          SUPERSEDED SURVEY CONTROL
 EJ0390
 EJ0390  NGVD 29 (??/??/92)   93.406  (m)          306.45   (f) ADJ UNCH    2 0
 EJ0390
 EJ0390.Superseded values are not recommended for survey control.
 EJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0390.See file dsdata.txt to determine how the superseded data were derived.
 EJ0390
 EJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU864717(NAD 83)
 EJ0390_MARKER: DB = BENCH MARK DISK
 EJ0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0390_STAMPING: WJN 1939
 EJ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0390+STABILITY: SURFACE MOTION
 EJ0390
 EJ0390  HISTORY     - Date     Condition        Report By
 EJ0390  HISTORY     - 1939     MONUMENTED       CGS
 EJ0390  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0390
 EJ0390                          STATION DESCRIPTION
 EJ0390
 EJ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0390'2.25 MI W FROM CABOT.
 EJ0390'2 1/4 MILES WEST ALONG A COUNTY ROAD (THE TATE MILL ROAD) FROM THE
 EJ0390'MISSOURI PACIFIC RAILROAD STATION AT CABOT, LONOKE COUNTY, AT THE W.
 EJ0390'J. WAYMACK RESIDENCE, 108 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 EJ0390'THE HOUSE, 150 FEET WEST OF A 20-INCH CEDAR TREE, 40 FEET SOUTH OF A
 EJ0390'10-INCH OAK TREE, AND 30 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 EJ0390'STANDARD DISK, STAMPED WJN 1939 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0390
 EJ0390                          STATION RECOVERY (1984)
 EJ0390
 EJ0390'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0392 ***********************************************************************
 EJ0392  DESIGNATION -  WJO
 EJ0392  PID         -  EJ0392
 EJ0392  STATE/COUNTY-  AR/PULASKI
 EJ0392  USGS QUAD   -  CABOT (1987)
 EJ0392
 EJ0392                         *CURRENT SURVEY CONTROL
 EJ0392  ___________________________________________________________________
 EJ0392* NAD 83(1986)-  34 58 57.     (N)    092 05 39.     (W)     SCALED    
 EJ0392* NAVD 88     -        90.172  (meters)     295.84   (feet)  POSTED    
 EJ0392  ___________________________________________________________________
 EJ0392  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EJ0392  DYNAMIC HT  -          90.090 (meters)     295.57  (feet)  COMP
 EJ0392  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 EJ0392
 EJ0392  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0392
 EJ0392.The horizontal coordinates were scaled from a topographic map and have
 EJ0392.an estimated accuracy of +/- 6 seconds.
 EJ0392
 EJ0392.The orthometric height was determined by differential leveling
 EJ0392.and adjusted by the National Geodetic Survey in 1992..
 EJ0392.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0392.rate of 0.0 thru 1.0 mm/km.
 EJ0392
 EJ0392.The geoid height was determined by GEOID03.
 EJ0392
 EJ0392.The dynamic height is computed by dividing the NAVD 88
 EJ0392.geopotential number by the normal gravity value computed on the
 EJ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0392.degrees latitude (g = 980.6199 gals.).
 EJ0392
 EJ0392.The modeled gravity was interpolated from observed gravity values.
 EJ0392
 EJ0392;                    North         East    Units  Estimated Accuracy
 EJ0392;SPC AR S     -   656,870.      391,400.      MT  (+/- 180 meters Scaled)
 EJ0392
 EJ0392                          SUPERSEDED SURVEY CONTROL
 EJ0392
 EJ0392  NGVD 29 (??/??/92)   90.174  (m)          295.85   (f) ADJ UNCH    2 0
 EJ0392
 EJ0392.Superseded values are not recommended for survey control.
 EJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0392.See file dsdata.txt to determine how the superseded data were derived.
 EJ0392
 EJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU826714(NAD 83)
 EJ0392_MARKER: DB = BENCH MARK DISK
 EJ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0392_STAMPING: WJO 1939
 EJ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0392+STABILITY: SURFACE MOTION
 EJ0392
 EJ0392  HISTORY     - Date     Condition        Report By
 EJ0392  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0392  HISTORY     - 1939     GOOD             NGS
 EJ0392  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0392
 EJ0392                          STATION DESCRIPTION
 EJ0392
 EJ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0392'4.5 MI W FROM CABOT.
 EJ0392'IN PULASKI COUNTY, 4 1/2 MILES WEST ALONG A COUNTY ROAD (THE TATE MILL
 EJ0392'ROAD) FROM THE MISSOURI PACIFIC RAILROAD STATION AT CABOT, LONOKE
 EJ0392'COUNTY, AT THE W. L. BELUE RESIDENCE, 67 FEET SOUTHEAST OF THE
 EJ0392'SOUTHEAST CORNER OF THE HOUSE, 87 FEET EAST OF A 20-INCH POST-OAK
 EJ0392'TREE, 40 FEET SOUTHEAST OF A 24-INCH RED-OAK TREE, AND 23 FEET NORTH
 EJ0392'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED WJO 1939 AND
 EJ0392'SET IN THE TOP OF A CONCRETE POST.
 EJ0392
 EJ0392                          STATION RECOVERY (1984)
 EJ0392
 EJ0392'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0395 ***********************************************************************
 EJ0395  DESIGNATION -  WJP RESET
 EJ0395  PID         -  EJ0395
 EJ0395  STATE/COUNTY-  AR/PULASKI
 EJ0395  USGS QUAD   -  OLMSTEAD (1988)
 EJ0395
 EJ0395                         *CURRENT SURVEY CONTROL
 EJ0395  ___________________________________________________________________
 EJ0395* NAD 83(1986)-  34 58 37.     (N)    092 07 44.     (W)     SCALED    
 EJ0395* NAVD 88     -       103.619  (meters)     339.96   (feet)  POSTED    
 EJ0395  ___________________________________________________________________
 EJ0395  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EJ0395  DYNAMIC HT  -         103.520 (meters)     339.63  (feet)  COMP
 EJ0395  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 EJ0395
 EJ0395  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EJ0395
 EJ0395.The horizontal coordinates were scaled from a topographic map and have
 EJ0395.an estimated accuracy of +/- 6 seconds.
 EJ0395
 EJ0395.The orthometric height was determined by differential leveling
 EJ0395.and adjusted by the National Geodetic Survey in 1992..
 EJ0395.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EJ0395.rate of 2.1 thru 3.0 mm/km.
 EJ0395
 EJ0395.The geoid height was determined by GEOID03.
 EJ0395
 EJ0395.The dynamic height is computed by dividing the NAVD 88
 EJ0395.geopotential number by the normal gravity value computed on the
 EJ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0395.degrees latitude (g = 980.6199 gals.).
 EJ0395
 EJ0395.The modeled gravity was interpolated from observed gravity values.
 EJ0395
 EJ0395;                    North         East    Units  Estimated Accuracy
 EJ0395;SPC AR S     -   656,260.      388,230.      MT  (+/- 180 meters Scaled)
 EJ0395
 EJ0395                          SUPERSEDED SURVEY CONTROL
 EJ0395
 EJ0395  NGVD 29 (??/??/92)  103.618  (m)          339.95   (f) ADJ UNCH    2 0
 EJ0395
 EJ0395.Superseded values are not recommended for survey control.
 EJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0395.See file dsdata.txt to determine how the superseded data were derived.
 EJ0395
 EJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU795708(NAD 83)
 EJ0395_MARKER: DD = SURVEY DISK
 EJ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0395_STAMPING: WJP 1939 RESET 1941
 EJ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0395+STABILITY: SURFACE MOTION
 EJ0395
 EJ0395  HISTORY     - Date     Condition        Report By
 EJ0395  HISTORY     - 1941     MONUMENTED       CGS
 EJ0395  HISTORY     - 20020606 MARK NOT FOUND   USACE
 EJ0395
 EJ0395                          STATION DESCRIPTION
 EJ0395
 EJ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EJ0395'2.4 MI E FROM TATES MILL.
 EJ0395'2.4 MILES EAST ALONG A COUNTY ROAD FROM TATES MILL, PULASKI COUNTY, AT
 EJ0395'THE R. M. COUNTS RESIDENCE, 400 FEET EAST OF THE HOUSE, 152 FEET
 EJ0395'NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH, 60
 EJ0395'FEET WEST OF A SMALL CREEK, 55 FEET NORTHWEST OF THE NORTHWEST CORNER
 EJ0395'OF A 30-FOOT WOODEN BRIDGE, 32 FEET NORTHWEST OF THE CENTER OF THE
 EJ0395'JUNCTION OF A ROAD LEADING NORTH, AND 20 FEET NORTH OF THE CENTERLINE
 EJ0395'OF THE ROAD.  A STANDARD DISK, STAMPED WJP 1939 RESET 1941 AND SET IN
 EJ0395'THE TOP OF A CONCRETE POST.
 EJ0395
 EJ0395                          STATION RECOVERY (2002)
 EJ0395
 EJ0395'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EJ0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0397 ***********************************************************************
 EJ0397  DESIGNATION -  WJQ
 EJ0397  PID         -  EJ0397
 EJ0397  STATE/COUNTY-  AR/PULASKI
 EJ0397  USGS QUAD   -  OLMSTEAD (1988)
 EJ0397
 EJ0397                         *CURRENT SURVEY CONTROL
 EJ0397  ___________________________________________________________________
 EJ0397* NAD 83(1986)-  34 58 30.     (N)    092 10 07.     (W)     SCALED    
 EJ0397* NAVD 88     -        88.476  (meters)     290.27   (feet)  POSTED    
 EJ0397  ___________________________________________________________________
 EJ0397  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EJ0397  DYNAMIC HT  -          88.390 (meters)     289.99  (feet)  COMP
 EJ0397  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 EJ0397
 EJ0397  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0397
 EJ0397.The horizontal coordinates were scaled from a topographic map and have
 EJ0397.an estimated accuracy of +/- 6 seconds.
 EJ0397
 EJ0397.The orthometric height was determined by differential leveling
 EJ0397.and adjusted by the National Geodetic Survey in 1992..
 EJ0397.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0397.rate of 0.0 thru 1.0 mm/km.
 EJ0397
 EJ0397.The geoid height was determined by GEOID03.
 EJ0397
 EJ0397.The dynamic height is computed by dividing the NAVD 88
 EJ0397.geopotential number by the normal gravity value computed on the
 EJ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0397.degrees latitude (g = 980.6199 gals.).
 EJ0397
 EJ0397.The modeled gravity was interpolated from observed gravity values.
 EJ0397
 EJ0397;                    North         East    Units  Estimated Accuracy
 EJ0397;SPC AR S     -   656,050.      384,600.      MT  (+/- 180 meters Scaled)
 EJ0397
 EJ0397                          SUPERSEDED SURVEY CONTROL
 EJ0397
 EJ0397  NGVD 29 (??/??/92)   88.486  (m)          290.31   (f) ADJ UNCH    2 0
 EJ0397
 EJ0397.Superseded values are not recommended for survey control.
 EJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0397.See file dsdata.txt to determine how the superseded data were derived.
 EJ0397
 EJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU758705(NAD 83)
 EJ0397_MARKER: DB = BENCH MARK DISK
 EJ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0397_STAMPING: WJQ 1939
 EJ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0397+STABILITY: SURFACE MOTION
 EJ0397
 EJ0397  HISTORY     - Date     Condition        Report By
 EJ0397  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0397  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0397
 EJ0397                          STATION DESCRIPTION
 EJ0397
 EJ0397'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1939
 EJ0397'IN TATES MILL.
 EJ0397'AT TATES MILL, PULASKI COUNTY, 142 FEET NORTHEAST OF THE NORTHEAST END
 EJ0397'OF A CONCRETE BRIDGE OVER BAYOU METO CREEK, AT A ROAD JUNCTION, 59
 EJ0397'FEET SOUTH OF THE FIRST POWER LINE POLE NORTH OF THE INTERSECTION, 39
 EJ0397'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 32 FEET EAST OF
 EJ0397'THE CENTERLINE OF THE ROAD LEADING NORTH, 24 FEET NORTH OF A 18-INCH
 EJ0397'CULVERT ON THE EAST SIDE OF THE INTERSECTION, AND 2 FEET EAST OF THE
 EJ0397'POWER LINE.  A STANDARD DISK, STAMPED WJQ 1939 AND SET IN THE TOP OF A
 EJ0397'CONCRETE POST.
 EJ0397
 EJ0397                          STATION RECOVERY (1989)
 EJ0397
 EJ0397'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCC)
 EJ0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0302 ***********************************************************************
 FG0302  DESIGNATION -  WJS
 FG0302  PID         -  FG0302
 FG0302  STATE/COUNTY-  AR/FAULKNER
 FG0302  USGS QUAD   -  HAMLET (1994)
 FG0302
 FG0302                         *CURRENT SURVEY CONTROL
 FG0302  ___________________________________________________________________
 FG0302* NAD 83(1986)-  35 00 48.     (N)    092 15 33.     (W)     SCALED    
 FG0302* NAVD 88     -       199.345  (meters)     654.02   (feet)  POSTED    
 FG0302  ___________________________________________________________________
 FG0302  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FG0302  DYNAMIC HT  -         199.160 (meters)     653.41  (feet)  COMP
 FG0302  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 FG0302
 FG0302  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0302
 FG0302.The horizontal coordinates were scaled from a topographic map and have
 FG0302.an estimated accuracy of +/- 6 seconds.
 FG0302
 FG0302.The orthometric height was determined by differential leveling
 FG0302.and adjusted by the National Geodetic Survey in 1992..
 FG0302.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0302.rate of 0.0 thru 1.0 mm/km.
 FG0302
 FG0302.The geoid height was determined by GEOID03.
 FG0302
 FG0302.The dynamic height is computed by dividing the NAVD 88
 FG0302.geopotential number by the normal gravity value computed on the
 FG0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0302.degrees latitude (g = 980.6199 gals.).
 FG0302
 FG0302.The modeled gravity was interpolated from observed gravity values.
 FG0302
 FG0302;                    North         East    Units  Estimated Accuracy
 FG0302;SPC AR N     -    75,470.      376,350.      MT  (+/- 180 meters Scaled)
 FG0302
 FG0302                          SUPERSEDED SURVEY CONTROL
 FG0302
 FG0302  NGVD 29 (??/??/92)  199.364  (m)          654.08   (f) ADJ UNCH    2 0
 FG0302
 FG0302.Superseded values are not recommended for survey control.
 FG0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0302.See file dsdata.txt to determine how the superseded data were derived.
 FG0302
 FG0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU675747(NAD 83)
 FG0302_MARKER: DB = BENCH MARK DISK
 FG0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0302_STAMPING: WJS 1939
 FG0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0302+STABILITY: SURFACE MOTION
 FG0302
 FG0302  HISTORY     - Date     Condition        Report By
 FG0302  HISTORY     - 1939     MONUMENTED       CGS
 FG0302
 FG0302                          STATION DESCRIPTION
 FG0302
 FG0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0302'5 MI SE FROM SALTILLO.
 FG0302'5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM SALTILLO, FAULKNER COUNTY,
 FG0302'AT THE JUNCTION OF A T-ROAD LEADING WEST, 38 FEET NORTHWEST OF THE
 FG0302'CENTER OF THE JUNCTION, 19 FEET WEST OF THE CENTERLINE OF THE COUNTY
 FG0302'ROAD, 36 FEET NORTHEAST OF A 36-INCH POST-OAK TREE, AND 11 FEET
 FG0302'SOUTHEAST OF A 16-INCH HICKORY TREE.  A STANDARD DISK, STAMPED WJS
 FG0302'1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0304 ***********************************************************************
 FG0304  DESIGNATION -  WJT
 FG0304  PID         -  FG0304
 FG0304  STATE/COUNTY-  AR/FAULKNER
 FG0304  USGS QUAD   -  HAMLET (1994)
 FG0304
 FG0304                         *CURRENT SURVEY CONTROL
 FG0304  ___________________________________________________________________
 FG0304* NAD 83(1986)-  35 00 42.     (N)    092 18 09.     (W)     SCALED    
 FG0304* NAVD 88     -       128.421  (meters)     421.33   (feet)  POSTED    
 FG0304  ___________________________________________________________________
 FG0304  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FG0304  DYNAMIC HT  -         128.300 (meters)     420.93  (feet)  COMP
 FG0304  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FG0304
 FG0304  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0304
 FG0304.The horizontal coordinates were scaled from a topographic map and have
 FG0304.an estimated accuracy of +/- 6 seconds.
 FG0304
 FG0304.The orthometric height was determined by differential leveling
 FG0304.and adjusted by the National Geodetic Survey in 1992..
 FG0304.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0304.rate of 0.0 thru 1.0 mm/km.
 FG0304
 FG0304.The geoid height was determined by GEOID03.
 FG0304
 FG0304.The dynamic height is computed by dividing the NAVD 88
 FG0304.geopotential number by the normal gravity value computed on the
 FG0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0304.degrees latitude (g = 980.6199 gals.).
 FG0304
 FG0304.The modeled gravity was interpolated from observed gravity values.
 FG0304
 FG0304;                    North         East    Units  Estimated Accuracy
 FG0304;SPC AR N     -    75,300.      372,390.      MT  (+/- 180 meters Scaled)
 FG0304
 FG0304                          SUPERSEDED SURVEY CONTROL
 FG0304
 FG0304  NGVD 29 (??/??/92)  128.443  (m)          421.40   (f) ADJ UNCH    2 0
 FG0304
 FG0304.Superseded values are not recommended for survey control.
 FG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0304.See file dsdata.txt to determine how the superseded data were derived.
 FG0304
 FG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU636745(NAD 83)
 FG0304_MARKER: DB = BENCH MARK DISK
 FG0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0304_STAMPING: WJT 1939
 FG0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0304+STABILITY: SURFACE MOTION
 FG0304
 FG0304  HISTORY     - Date     Condition        Report By
 FG0304  HISTORY     - 1939     MONUMENTED       CGS
 FG0304
 FG0304                          STATION DESCRIPTION
 FG0304
 FG0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0304'2.5 MI SE FROM SALTILLO.
 FG0304'2 1/2 MILES SOUTHEAST ALONG A COUNTY ROAD FROM SALTILLO, FAULKNER
 FG0304'COUNTY, 0.8 MILE NORTH OF A FORESTRY TOWER, 70 FEET EAST OF A CREEK,
 FG0304'23 FEET EAST OF THE CENTERLINE OF THE ROAD, 39 FEET NORTHWEST OF A
 FG0304'TWIN WHITE OAK TREE, AND 31 FEET SOUTHEAST OF AN 18-INCH GUM TREE.  A
 FG0304'STANDARD DISK, STAMPED WJT 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0306 ***********************************************************************
 FG0306  DESIGNATION -  WJU
 FG0306  PID         -  FG0306
 FG0306  STATE/COUNTY-  AR/FAULKNER
 FG0306  USGS QUAD   -  HAMLET (1994)
 FG0306
 FG0306                         *CURRENT SURVEY CONTROL
 FG0306  ___________________________________________________________________
 FG0306* NAD 83(1986)-  35 01 11.     (N)    092 19 57.     (W)     SCALED    
 FG0306* NAVD 88     -        92.815  (meters)     304.51   (feet)  POSTED    
 FG0306  ___________________________________________________________________
 FG0306  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG0306  DYNAMIC HT  -          92.730 (meters)     304.23  (feet)  COMP
 FG0306  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 FG0306
 FG0306  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0306
 FG0306.The horizontal coordinates were scaled from a topographic map and have
 FG0306.an estimated accuracy of +/- 6 seconds.
 FG0306
 FG0306.The orthometric height was determined by differential leveling
 FG0306.and adjusted by the National Geodetic Survey in 1992..
 FG0306.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0306.rate of 0.0 thru 1.0 mm/km.
 FG0306
 FG0306.The geoid height was determined by GEOID03.
 FG0306
 FG0306.The dynamic height is computed by dividing the NAVD 88
 FG0306.geopotential number by the normal gravity value computed on the
 FG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0306.degrees latitude (g = 980.6199 gals.).
 FG0306
 FG0306.The modeled gravity was interpolated from observed gravity values.
 FG0306
 FG0306;                    North         East    Units  Estimated Accuracy
 FG0306;SPC AR N     -    76,200.      369,660.      MT  (+/- 180 meters Scaled)
 FG0306
 FG0306                          SUPERSEDED SURVEY CONTROL
 FG0306
 FG0306  NGVD 29 (??/??/92)   92.838  (m)          304.59   (f) ADJ UNCH    2 0
 FG0306
 FG0306.Superseded values are not recommended for survey control.
 FG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0306.See file dsdata.txt to determine how the superseded data were derived.
 FG0306
 FG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU608754(NAD 83)
 FG0306_MARKER: DB = BENCH MARK DISK
 FG0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0306_STAMPING: WJU 1939
 FG0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0306+STABILITY: SURFACE MOTION
 FG0306
 FG0306  HISTORY     - Date     Condition        Report By
 FG0306  HISTORY     - 1939     MONUMENTED       CGS
 FG0306
 FG0306                          STATION DESCRIPTION
 FG0306
 FG0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0306'0.7 MI S FROM SALTILLO.
 FG0306'0.7 MILE SOUTH ALONG A COUNTY ROAD FROM SALTILLO, FAULKNER COUNTY, 224
 FG0306'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 169 FEET NORTH OF
 FG0306'THE NORTHWEST CORNER OF A STEEL BRIDGE, AT THE JUNCTION OF A T-ROAD
 FG0306'LEADING EAST, 33 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, AND 12
 FG0306'FEET NORTH OF A 12-INCH ELM TREE.  A STANDARD DISK, STAMPED WJU 1939
 FG0306'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0308 ***********************************************************************
 FG0308  DESIGNATION -  WJV
 FG0308  PID         -  FG0308
 FG0308  STATE/COUNTY-  AR/FAULKNER
 FG0308  USGS QUAD   -  HAMLET (1994)
 FG0308
 FG0308                         *CURRENT SURVEY CONTROL
 FG0308  ___________________________________________________________________
 FG0308* NAD 83(1986)-  35 00 10.     (N)    092 21 02.     (W)     SCALED    
 FG0308* NAVD 88     -        99.805  (meters)     327.44   (feet)  POSTED    
 FG0308  ___________________________________________________________________
 FG0308  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FG0308  DYNAMIC HT  -          99.710 (meters)     327.13  (feet)  COMP
 FG0308  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FG0308
 FG0308  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0308
 FG0308.The horizontal coordinates were scaled from a topographic map and have
 FG0308.an estimated accuracy of +/- 6 seconds.
 FG0308
 FG0308.The orthometric height was determined by differential leveling
 FG0308.and adjusted by the National Geodetic Survey in 1992..
 FG0308.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0308.rate of 0.0 thru 1.0 mm/km.
 FG0308
 FG0308.The geoid height was determined by GEOID03.
 FG0308
 FG0308.The dynamic height is computed by dividing the NAVD 88
 FG0308.geopotential number by the normal gravity value computed on the
 FG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0308.degrees latitude (g = 980.6199 gals.).
 FG0308
 FG0308.The modeled gravity was interpolated from observed gravity values.
 FG0308
 FG0308;                    North         East    Units  Estimated Accuracy
 FG0308;SPC AR N     -    74,330.      368,000.      MT  (+/- 180 meters Scaled)
 FG0308
 FG0308                          SUPERSEDED SURVEY CONTROL
 FG0308
 FG0308  NGVD 29 (??/??/92)   99.828  (m)          327.52   (f) ADJ UNCH    2 0
 FG0308
 FG0308.Superseded values are not recommended for survey control.
 FG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0308.See file dsdata.txt to determine how the superseded data were derived.
 FG0308
 FG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU592735(NAD 83)
 FG0308_MARKER: DB = BENCH MARK DISK
 FG0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0308_STAMPING: WJV 1939
 FG0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0308+STABILITY: SURFACE MOTION
 FG0308
 FG0308  HISTORY     - Date     Condition        Report By
 FG0308  HISTORY     - 1939     MONUMENTED       CGS
 FG0308  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG0308
 FG0308                          STATION DESCRIPTION
 FG0308
 FG0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0308'2.4 MI S FROM SALTILLO.
 FG0308'2.4 MILES SOUTH ALONG A COUNTY ROAD FROM SALTILLO, FAULKNER COUNTY,
 FG0308'400 FEET SOUTH OF THE SOUTHEAST CORNER OF THE G. C. BLACK RESIDENCE,
 FG0308'AT THE JUNCTION OF A T-ROAD, 31 FEET WEST OF THE CENTER OF THE
 FG0308'JUNCTION, 19 FEET SOUTH OF AN 18-INCH ELM TREE, AND 13 FEET SOUTHEAST
 FG0308'OF A 16-INCH HICKORY TREE.  A STANDARD DISK, STAMPED WJV 1939 AND SET
 FG0308'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0399 ***********************************************************************
 EJ0399  DESIGNATION -  WJW
 EJ0399  PID         -  EJ0399
 EJ0399  STATE/COUNTY-  AR/FAULKNER
 EJ0399  USGS QUAD   -  CATO (1987)
 EJ0399
 EJ0399                         *CURRENT SURVEY CONTROL
 EJ0399  ___________________________________________________________________
 EJ0399* NAD 83(1986)-  34 58 25.     (N)    092 20 44.     (W)     SCALED    
 EJ0399* NAVD 88     -       100.515  (meters)     329.77   (feet)  POSTED    
 EJ0399  ___________________________________________________________________
 EJ0399  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EJ0399  DYNAMIC HT  -         100.420 (meters)     329.46  (feet)  COMP
 EJ0399  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EJ0399
 EJ0399  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0399
 EJ0399.The horizontal coordinates were scaled from a topographic map and have
 EJ0399.an estimated accuracy of +/- 6 seconds.
 EJ0399
 EJ0399.The orthometric height was determined by differential leveling
 EJ0399.and adjusted by the National Geodetic Survey in 1992..
 EJ0399.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0399.rate of 0.0 thru 1.0 mm/km.
 EJ0399
 EJ0399.The geoid height was determined by GEOID03.
 EJ0399
 EJ0399.The dynamic height is computed by dividing the NAVD 88
 EJ0399.geopotential number by the normal gravity value computed on the
 EJ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0399.degrees latitude (g = 980.6199 gals.).
 EJ0399
 EJ0399.The modeled gravity was interpolated from observed gravity values.
 EJ0399
 EJ0399;                    North         East    Units  Estimated Accuracy
 EJ0399;SPC AR N     -    71,090.      368,450.      MT  (+/- 180 meters Scaled)
 EJ0399
 EJ0399                          SUPERSEDED SURVEY CONTROL
 EJ0399
 EJ0399  NGVD 29 (??/??/92)  100.542  (m)          329.86   (f) ADJ UNCH    2 0
 EJ0399
 EJ0399.Superseded values are not recommended for survey control.
 EJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0399.See file dsdata.txt to determine how the superseded data were derived.
 EJ0399
 EJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU597703(NAD 83)
 EJ0399_MARKER: DD = SURVEY DISK
 EJ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0399_STAMPING: WJW 1939
 EJ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0399+STABILITY: SURFACE MOTION
 EJ0399
 EJ0399  HISTORY     - Date     Condition        Report By
 EJ0399  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0399  HISTORY     - 1953     GOOD             NGS
 EJ0399
 EJ0399                          STATION DESCRIPTION
 EJ0399
 EJ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EJ0399'5.0 MI E FROM MAYFLOWER.
 EJ0399'5.0 MILES EAST AND 1.0 MILE NORTH ALONG A COUNTY ROAD FROM MAYFLOWER,
 EJ0399'FAULKNER COUNTY, 325 FEET NORTHWEST OF THE CENTER OF A ROAD
 EJ0399'INTERSECTION, 94 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 EJ0399'ROAD, AT A SCHOOLHOUSE, 89 FEET SOUTH OF A WELL, AND 46 FEET SOUTHEAST
 EJ0399'OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE.  A STANDARD DISK, STAMPED
 EJ0399'WJW 1939 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SCHOOL HOUSE
 EJ0399'HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0424 ***********************************************************************
 EJ0424  DESIGNATION -  WJX
 EJ0424  PID         -  EJ0424
 EJ0424  STATE/COUNTY-  AR/PULASKI
 EJ0424  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0424
 EJ0424                         *CURRENT SURVEY CONTROL
 EJ0424  ___________________________________________________________________
 EJ0424* NAD 83(1986)-  34 48 44.     (N)    092 15 58.     (W)     SCALED    
 EJ0424* NAVD 88     -       109.126  (meters)     358.02   (feet)  POSTED    
 EJ0424  ___________________________________________________________________
 EJ0424  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ0424  DYNAMIC HT  -         109.020 (meters)     357.68  (feet)  COMP
 EJ0424  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 EJ0424
 EJ0424  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0424
 EJ0424.The horizontal coordinates were scaled from a topographic map and have
 EJ0424.an estimated accuracy of +/- 6 seconds.
 EJ0424
 EJ0424.The orthometric height was determined by differential leveling
 EJ0424.and adjusted by the National Geodetic Survey in 1992..
 EJ0424.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0424.rate of 0.0 thru 1.0 mm/km.
 EJ0424
 EJ0424.The geoid height was determined by GEOID03.
 EJ0424
 EJ0424.The dynamic height is computed by dividing the NAVD 88
 EJ0424.geopotential number by the normal gravity value computed on the
 EJ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0424.degrees latitude (g = 980.6199 gals.).
 EJ0424
 EJ0424.The modeled gravity was interpolated from observed gravity values.
 EJ0424
 EJ0424;                    North         East    Units  Estimated Accuracy
 EJ0424;SPC AR S     -   638,010.      375,650.      MT  (+/- 180 meters Scaled)
 EJ0424
 EJ0424                          SUPERSEDED SURVEY CONTROL
 EJ0424
 EJ0424  NGVD 29 (??/??/92)  109.179  (m)          358.20   (f) ADJ UNCH    2 0
 EJ0424
 EJ0424.Superseded values are not recommended for survey control.
 EJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0424.See file dsdata.txt to determine how the superseded data were derived.
 EJ0424
 EJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU671524(NAD 83)
 EJ0424_MARKER: DD = SURVEY DISK
 EJ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0424_STAMPING: W J X 1939
 EJ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0424+STABILITY: SURFACE MOTION
 EJ0424
 EJ0424  HISTORY     - Date     Condition        Report By
 EJ0424  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0424  HISTORY     - 1955     GOOD             NGS
 EJ0424
 EJ0424                          STATION DESCRIPTION
 EJ0424
 EJ0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0424'1.85 MI N FROM LEVY.
 EJ0424'1.8 MILES NORTH ALONG STATE HIGHWAY 176 FROM THE BAPTIST CHURCH AT
 EJ0424'LEVY, THENCE 0.05 MILE NORTH ALONG AN OILED ROAD, AT ST. ANNES SHRINE,
 EJ0424'114.5 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH, 79.5 FEET
 EJ0424'NORTHWEST OF A 20 INCH OAK TREE, 52.5 FEET EAST OF THE CENTER LINE OF
 EJ0424'A ROAD, 13.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GATE POST,
 EJ0424'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0419 ***********************************************************************
 EJ0419  DESIGNATION -  WJY
 EJ0419  PID         -  EJ0419
 EJ0419  STATE/COUNTY-  AR/PULASKI
 EJ0419  USGS QUAD   -  MC ALMONT (1986)
 EJ0419
 EJ0419                         *CURRENT SURVEY CONTROL
 EJ0419  ___________________________________________________________________
 EJ0419* NAD 83(1986)-  34 51 26.     (N)    092 14 26.     (W)     SCALED    
 EJ0419* NAVD 88     -       147.412  (meters)     483.63   (feet)  POSTED    
 EJ0419  ___________________________________________________________________
 EJ0419  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EJ0419  DYNAMIC HT  -         147.270 (meters)     483.17  (feet)  COMP
 EJ0419  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 EJ0419
 EJ0419  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0419
 EJ0419.The horizontal coordinates were scaled from a topographic map and have
 EJ0419.an estimated accuracy of +/- 6 seconds.
 EJ0419
 EJ0419.The orthometric height was determined by differential leveling
 EJ0419.and adjusted by the National Geodetic Survey in 1992..
 EJ0419.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0419.rate of 0.0 thru 1.0 mm/km.
 EJ0419
 EJ0419.The geoid height was determined by GEOID03.
 EJ0419
 EJ0419.The dynamic height is computed by dividing the NAVD 88
 EJ0419.geopotential number by the normal gravity value computed on the
 EJ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0419.degrees latitude (g = 980.6199 gals.).
 EJ0419
 EJ0419.The modeled gravity was interpolated from observed gravity values.
 EJ0419
 EJ0419;                    North         East    Units  Estimated Accuracy
 EJ0419;SPC AR S     -   643,000.      378,000.      MT  (+/- 180 meters Scaled)
 EJ0419
 EJ0419                          SUPERSEDED SURVEY CONTROL
 EJ0419
 EJ0419  NGVD 29 (??/??/92)  147.455  (m)          483.78   (f) ADJ UNCH    2 0
 EJ0419
 EJ0419.Superseded values are not recommended for survey control.
 EJ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0419.See file dsdata.txt to determine how the superseded data were derived.
 EJ0419
 EJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU694574(NAD 83)
 EJ0419_MARKER: DB = BENCH MARK DISK
 EJ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0419_STAMPING: WJY 1939
 EJ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0419+STABILITY: SURFACE MOTION
 EJ0419
 EJ0419  HISTORY     - Date     Condition        Report By
 EJ0419  HISTORY     - 1939     MONUMENTED       CGS
 EJ0419  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ0419
 EJ0419                          STATION DESCRIPTION
 EJ0419
 EJ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0419'5.8 MI N FROM LEVY.
 EJ0419'5.8 MILES NORTH ALONG REMOUNT ROAD FROM LEVY, PULASKI COUNTY, NEAR THE
 EJ0419'TOP OF A HILL, AT THE L. MOORE RESIDENCE, 147 FEET SOUTHEAST OF THE
 EJ0419'SOUTHEAST CORNER OF THE ROCK HOUSE, 31 FEET EAST OF THE CENTERLINE OF
 EJ0419'THE ROAD, 31 FEET SOUTHWEST OF A POLE, AND 60 FEET SOUTHEAST OF A
 EJ0419'30-INCH POST-OAK TREE.  A STANDARD DISK, STAMPED WJY 1939 AND SET IN
 EJ0419'THE TOP OF A CONCRETE POST.  NOTE-- FARM HOME REFERRED TO IN
 EJ0419'DESCRIPTION IS GONE.  APPEARED THAT REMOUNT ROAD HAD BEEN RELOCATED IN
 EJ0419'AREA DURING OCCUPATION BY ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0415 ***********************************************************************
 EJ0415  DESIGNATION -  WJZ
 EJ0415  PID         -  EJ0415
 EJ0415  STATE/COUNTY-  AR/PULASKI
 EJ0415  USGS QUAD   -  CATO (1987)
 EJ0415
 EJ0415                         *CURRENT SURVEY CONTROL
 EJ0415  ___________________________________________________________________
 EJ0415* NAD 83(1986)-  34 53 56.     (N)    092 15 50.     (W)     SCALED    
 EJ0415* NAVD 88     -       110.179  (meters)     361.48   (feet)  POSTED    
 EJ0415  ___________________________________________________________________
 EJ0415  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EJ0415  DYNAMIC HT  -         110.080 (meters)     361.15  (feet)  COMP
 EJ0415  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 EJ0415
 EJ0415  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0415
 EJ0415.The horizontal coordinates were scaled from a topographic map and have
 EJ0415.an estimated accuracy of +/- 6 seconds.
 EJ0415
 EJ0415.The orthometric height was determined by differential leveling
 EJ0415.and adjusted by the National Geodetic Survey in 1992..
 EJ0415.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0415.rate of 0.0 thru 1.0 mm/km.
 EJ0415
 EJ0415.The geoid height was determined by GEOID03.
 EJ0415
 EJ0415.The dynamic height is computed by dividing the NAVD 88
 EJ0415.geopotential number by the normal gravity value computed on the
 EJ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0415.degrees latitude (g = 980.6199 gals.).
 EJ0415
 EJ0415.The modeled gravity was interpolated from observed gravity values.
 EJ0415
 EJ0415;                    North         East    Units  Estimated Accuracy
 EJ0415;SPC AR S     -   647,620.      375,880.      MT  (+/- 180 meters Scaled)
 EJ0415
 EJ0415                          SUPERSEDED SURVEY CONTROL
 EJ0415
 EJ0415  NGVD 29 (??/??/92)  110.212  (m)          361.59   (f) ADJ UNCH    2 0
 EJ0415
 EJ0415.Superseded values are not recommended for survey control.
 EJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0415.See file dsdata.txt to determine how the superseded data were derived.
 EJ0415
 EJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU672620(NAD 83)
 EJ0415_MARKER: DD = SURVEY DISK
 EJ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0415_STAMPING: W J Z 1939
 EJ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0415+STABILITY: SURFACE MOTION
 EJ0415
 EJ0415  HISTORY     - Date     Condition        Report By
 EJ0415  HISTORY     - 1939     MONUMENTED       ARGS
 EJ0415  HISTORY     - 1955     POOR             NGS
 EJ0415
 EJ0415                          STATION DESCRIPTION
 EJ0415
 EJ0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0415'2.05 MI S FROM CATO.
 EJ0415'2.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH AT
 EJ0415'CATO, 22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 100 YARDS
 EJ0415'SOUTHEAST OF A CURVE IN THE ROAD, ON THE EDGE OF A DITCH, SET IN THE
 EJ0415'TOP OF A CONCRETE POST WHICH PROJECTS 1.8 FEET ABOVE THE GROUND.  THE
 EJ0415'POST IS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0449 ***********************************************************************
 EJ0449  DESIGNATION -  WLI
 EJ0449  PID         -  EJ0449
 EJ0449  STATE/COUNTY-  AR/PULASKI
 EJ0449  USGS QUAD   -  CATO (1987)
 EJ0449
 EJ0449                         *CURRENT SURVEY CONTROL
 EJ0449  ___________________________________________________________________
 EJ0449* NAD 83(1986)-  34 55 12.     (N)    092 19 20.     (W)     SCALED    
 EJ0449* NAVD 88     -       103.164  (meters)     338.46   (feet)  POSTED    
 EJ0449  ___________________________________________________________________
 EJ0449  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EJ0449  DYNAMIC HT  -         103.070 (meters)     338.16  (feet)  COMP
 EJ0449  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 EJ0449
 EJ0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0449
 EJ0449.The horizontal coordinates were scaled from a topographic map and have
 EJ0449.an estimated accuracy of +/- 6 seconds.
 EJ0449
 EJ0449.The orthometric height was determined by differential leveling
 EJ0449.and adjusted by the National Geodetic Survey in 1992..
 EJ0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0449.rate of 0.0 thru 1.0 mm/km.
 EJ0449
 EJ0449.The geoid height was determined by GEOID03.
 EJ0449
 EJ0449.The dynamic height is computed by dividing the NAVD 88
 EJ0449.geopotential number by the normal gravity value computed on the
 EJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0449.degrees latitude (g = 980.6199 gals.).
 EJ0449
 EJ0449.The modeled gravity was interpolated from observed gravity values.
 EJ0449
 EJ0449;                    North         East    Units  Estimated Accuracy
 EJ0449;SPC AR S     -   649,980.      370,560.      MT  (+/- 180 meters Scaled)
 EJ0449
 EJ0449                          SUPERSEDED SURVEY CONTROL
 EJ0449
 EJ0449  NGVD 29 (??/??/92)  103.199  (m)          338.58   (f) ADJ UNCH    2 0
 EJ0449
 EJ0449.Superseded values are not recommended for survey control.
 EJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0449.See file dsdata.txt to determine how the superseded data were derived.
 EJ0449
 EJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU619643(NAD 83)
 EJ0449_MARKER: DB = BENCH MARK DISK
 EJ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0449_STAMPING: WLI 1939
 EJ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0449+STABILITY: SURFACE MOTION
 EJ0449
 EJ0449  HISTORY     - Date     Condition        Report By
 EJ0449  HISTORY     - 1939     MONUMENTED       CGS
 EJ0449  HISTORY     - 1953     GOOD             NGS
 EJ0449
 EJ0449                          STATION DESCRIPTION
 EJ0449
 EJ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EJ0449'5.25 MI NE FROM MARCHE.
 EJ0449'5 1/4 MILES NORTHEAST ALONG A COUNTY ROAD FROM MARCHE, PULASKI COUNTY,
 EJ0449'NEAR THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 6, T. 3
 EJ0449'N., R. 12 W., AT THE CENTER OF A CURVE IN THE ROAD, 44 FEET WEST OF
 EJ0449'THE CENTERLINE OF THE ROAD, 12 FEET SOUTHEAST OF A 10-INCH POST-OAK
 EJ0449'TREE, AND 17 FEET EAST OF ANOTHER 10-INCH POST-OAK TREE.  A STANDARD
 EJ0449'DISK, STAMPED WLI 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0426 ***********************************************************************
 EJ0426  DESIGNATION -  WNL
 EJ0426  PID         -  EJ0426
 EJ0426  STATE/COUNTY-  AR/LONOKE
 EJ0426  USGS QUAD   -  CABOT (1987)
 EJ0426
 EJ0426                         *CURRENT SURVEY CONTROL
 EJ0426  ___________________________________________________________________
 EJ0426* NAD 83(1986)-  34 59 11.     (N)    092 01 34.     (W)     SCALED    
 EJ0426* NAVD 88     -       104.730  (meters)     343.60   (feet)  POSTED    
 EJ0426  ___________________________________________________________________
 EJ0426  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EJ0426  DYNAMIC HT  -         104.630 (meters)     343.27  (feet)  COMP
 EJ0426  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 EJ0426
 EJ0426  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EJ0426
 EJ0426.The horizontal coordinates were scaled from a topographic map and have
 EJ0426.an estimated accuracy of +/- 6 seconds.
 EJ0426
 EJ0426.The orthometric height was determined by differential leveling
 EJ0426.and adjusted by the National Geodetic Survey in 1992..
 EJ0426.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EJ0426.rate of 2.1 thru 3.0 mm/km.
 EJ0426
 EJ0426.The geoid height was determined by GEOID03.
 EJ0426
 EJ0426.The dynamic height is computed by dividing the NAVD 88
 EJ0426.geopotential number by the normal gravity value computed on the
 EJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0426.degrees latitude (g = 980.6199 gals.).
 EJ0426
 EJ0426.The modeled gravity was interpolated from observed gravity values.
 EJ0426
 EJ0426;                    North         East    Units  Estimated Accuracy
 EJ0426;SPC AR S     -   657,300.      397,620.      MT  (+/- 180 meters Scaled)
 EJ0426
 EJ0426                          SUPERSEDED SURVEY CONTROL
 EJ0426
 EJ0426  NGVD 29 (??/??/92)  104.729  (m)          343.60   (f) ADJ UNCH    2 0
 EJ0426
 EJ0426.Superseded values are not recommended for survey control.
 EJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0426.See file dsdata.txt to determine how the superseded data were derived.
 EJ0426
 EJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU888719(NAD 83)
 EJ0426_MARKER: DD = SURVEY DISK
 EJ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0426_STAMPING: WNL 1940
 EJ0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0426+STABILITY: SURFACE MOTION
 EJ0426
 EJ0426  HISTORY     - Date     Condition        Report By
 EJ0426  HISTORY     - 1940     MONUMENTED       ARGS
 EJ0426
 EJ0426                          STATION DESCRIPTION
 EJ0426
 EJ0426'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1940
 EJ0426'1.3 MI NW FROM CABOT.
 EJ0426'1.3 MILES NORTHWEST ALONG MOUNTAIN SPRINGS ROAD FROM THE MISSOURI
 EJ0426'PACIFIC RAILROAD STATION AT CABOT, LONOKE COUNTY, 120 FEET SOUTHWEST
 EJ0426'OF THE JUNCTION OF A T-ROAD LEADING NORTH, 66 FEET NORTHEAST OF THE
 EJ0426'NORTHEAST CORNER OF THE S. E. BRADFORD RESIDENCE, 43 FEET SOUTH OF THE
 EJ0426'CENTERLINE OF THE ROAD, 49 FEET WEST OF AN 18-INCH POST-OAK TREE, AND
 EJ0426'29 FEET NORTHWEST OF A 16-INCH POST-OAK TREE.  A STANDARD DISK,
 EJ0426'STAMPED WNL 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0427 ***********************************************************************
 EJ0427  DESIGNATION -  WNM
 EJ0427  PID         -  EJ0427
 EJ0427  STATE/COUNTY-  AR/LONOKE
 EJ0427  USGS QUAD   -  CABOT (1987)
 EJ0427
 EJ0427                         *CURRENT SURVEY CONTROL
 EJ0427  ___________________________________________________________________
 EJ0427* NAD 83(1986)-  34 59 52.     (N)    092 02 10.     (W)     SCALED    
 EJ0427* NAVD 88     -       129.357  (meters)     424.40   (feet)  POSTED    
 EJ0427  ___________________________________________________________________
 EJ0427  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EJ0427  DYNAMIC HT  -         129.240 (meters)     424.01  (feet)  COMP
 EJ0427  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 EJ0427
 EJ0427  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EJ0427
 EJ0427.The horizontal coordinates were scaled from a topographic map and have
 EJ0427.an estimated accuracy of +/- 6 seconds.
 EJ0427
 EJ0427.The orthometric height was determined by differential leveling
 EJ0427.and adjusted by the National Geodetic Survey in 1992..
 EJ0427.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EJ0427.rate of 2.1 thru 3.0 mm/km.
 EJ0427
 EJ0427.The geoid height was determined by GEOID03.
 EJ0427
 EJ0427.The dynamic height is computed by dividing the NAVD 88
 EJ0427.geopotential number by the normal gravity value computed on the
 EJ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0427.degrees latitude (g = 980.6199 gals.).
 EJ0427
 EJ0427.The modeled gravity was interpolated from observed gravity values.
 EJ0427
 EJ0427;                    North         East    Units  Estimated Accuracy
 EJ0427;SPC AR S     -   658,560.      396,700.      MT  (+/- 180 meters Scaled)
 EJ0427
 EJ0427                          SUPERSEDED SURVEY CONTROL
 EJ0427
 EJ0427  NGVD 29 (??/??/92)  129.355  (m)          424.39   (f) ADJ UNCH    2 0
 EJ0427
 EJ0427.Superseded values are not recommended for survey control.
 EJ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0427.See file dsdata.txt to determine how the superseded data were derived.
 EJ0427
 EJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU879732(NAD 83)
 EJ0427_MARKER: DD = SURVEY DISK
 EJ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0427_STAMPING: WNM 1940
 EJ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0427+STABILITY: SURFACE MOTION
 EJ0427
 EJ0427  HISTORY     - Date     Condition        Report By
 EJ0427  HISTORY     - 1940     MONUMENTED       ARGS
 EJ0427
 EJ0427                          STATION DESCRIPTION
 EJ0427
 EJ0427'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1940
 EJ0427'2.3 MI NW FROM CABOT.
 EJ0427'2.3 MILES NORTHWEST ALONG MOUNTAIN SPRINGS ROAD FROM THE MISSOURI
 EJ0427'PACIFIC RAILROAD STATION AT CABOT, LONOKE COUNTY, AT THE SOUTHWEST
 EJ0427'QUARTER OF SECTION 1, T. 4 N., R. 10 W., AT THE L. A. FRY RESIDENCE,
 EJ0427'42 FEET SOUTH OF A POINT 10 FEET WEST OF THE SOUTHWEST CORNER OF THE
 EJ0427'HOUSE, AT A ROAD JUNCTION, 112 FEET NORTH OF THE CENTERLINE OF THE
 EJ0427'MAIN ROAD, 19 FEET EAST OF THE CENTERLINE OF THE T-ROAD LEADING NORTH,
 EJ0427'AND 12 FEET WEST OF A 14-INCH RED OAK TREE.  A STANDARD DISK, STAMPED
 EJ0427'WNM 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0283 ***********************************************************************
 FG0283  DESIGNATION -  WNO
 FG0283  PID         -  FG0283
 FG0283  STATE/COUNTY-  AR/LONOKE
 FG0283  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0283
 FG0283                         *CURRENT SURVEY CONTROL
 FG0283  ___________________________________________________________________
 FG0283* NAD 83(1986)-  35 00 33.     (N)    092 03 40.     (W)     SCALED    
 FG0283* NAVD 88     -        92.653  (meters)     303.98   (feet)  POSTED    
 FG0283  ___________________________________________________________________
 FG0283  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FG0283  DYNAMIC HT  -          92.570 (meters)     303.71  (feet)  COMP
 FG0283  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FG0283
 FG0283  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG0283
 FG0283.The horizontal coordinates were scaled from a topographic map and have
 FG0283.an estimated accuracy of +/- 6 seconds.
 FG0283
 FG0283.The orthometric height was determined by differential leveling
 FG0283.and adjusted by the National Geodetic Survey in 1992..
 FG0283.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG0283.rate of 2.1 thru 3.0 mm/km.
 FG0283
 FG0283.The geoid height was determined by GEOID03.
 FG0283
 FG0283.The dynamic height is computed by dividing the NAVD 88
 FG0283.geopotential number by the normal gravity value computed on the
 FG0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0283.degrees latitude (g = 980.6199 gals.).
 FG0283
 FG0283.The modeled gravity was interpolated from observed gravity values.
 FG0283
 FG0283;                    North         East    Units  Estimated Accuracy
 FG0283;SPC AR S     -   659,830.      394,420.      MT  (+/- 180 meters Scaled)
 FG0283
 FG0283                          SUPERSEDED SURVEY CONTROL
 FG0283
 FG0283  NGVD 29 (??/??/92)   92.652  (m)          303.98   (f) ADJ UNCH    2 0
 FG0283
 FG0283.Superseded values are not recommended for survey control.
 FG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0283.See file dsdata.txt to determine how the superseded data were derived.
 FG0283
 FG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU856744(NAD 83)
 FG0283_MARKER: DD = SURVEY DISK
 FG0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0283_STAMPING: WNO 1940
 FG0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0283+STABILITY: SURFACE MOTION
 FG0283
 FG0283  HISTORY     - Date     Condition        Report By
 FG0283  HISTORY     - 1940     MONUMENTED       ARGS
 FG0283  HISTORY     - 1961     GOOD             NGS
 FG0283
 FG0283                          STATION DESCRIPTION
 FG0283
 FG0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0283'4.3 MI NW FROM CABOT.
 FG0283'4.3 MILES NORTHWEST ALONG MOUNTAIN SPRINGS ROAD FROM THE MISSOURI
 FG0283'PACIFIC RAILROAD STATION AT CABOT, LONOKE COUNTY, NEAR THE QUARTER
 FG0283'CORNER OF SECTIONS 3 AND 4, T. 4 N., R. 10 W., AT THE J. D. GUESS
 FG0283'RESIDENCE, 63 FEET NORTH OF A POINT 34 FEET EAST OF THE NORTHEAST
 FG0283'CORNER OF THE HOUSE, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 64
 FG0283'FEET EAST OF A 28-INCH POST-OAK TREE, AND 10 FEET WEST OF A FENCE
 FG0283'CORNER.  A STANDARD DISK, STAMPED WNO 1940 AND SET IN THE TOP OF A
 FG0283'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0284 ***********************************************************************
 FG0284  DESIGNATION -  WNP
 FG0284  PID         -  FG0284
 FG0284  STATE/COUNTY-  AR/LONOKE
 FG0284  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0284
 FG0284                         *CURRENT SURVEY CONTROL
 FG0284  ___________________________________________________________________
 FG0284* NAD 83(1986)-  35 01 08.     (N)    092 04 14.     (W)     SCALED    
 FG0284* NAVD 88     -        93.778  (meters)     307.67   (feet)  POSTED    
 FG0284  ___________________________________________________________________
 FG0284  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FG0284  DYNAMIC HT  -          93.690 (meters)     307.38  (feet)  COMP
 FG0284  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FG0284
 FG0284  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG0284
 FG0284.The horizontal coordinates were scaled from a topographic map and have
 FG0284.an estimated accuracy of +/- 6 seconds.
 FG0284
 FG0284.The orthometric height was determined by differential leveling
 FG0284.and adjusted by the National Geodetic Survey in 1992..
 FG0284.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG0284.rate of 2.1 thru 3.0 mm/km.
 FG0284
 FG0284.The geoid height was determined by GEOID03.
 FG0284
 FG0284.The dynamic height is computed by dividing the NAVD 88
 FG0284.geopotential number by the normal gravity value computed on the
 FG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0284.degrees latitude (g = 980.6199 gals.).
 FG0284
 FG0284.The modeled gravity was interpolated from observed gravity values.
 FG0284
 FG0284;                    North         East    Units  Estimated Accuracy
 FG0284;SPC AR S     -   660,910.      393,560.      MT  (+/- 180 meters Scaled)
 FG0284
 FG0284                          SUPERSEDED SURVEY CONTROL
 FG0284
 FG0284  NGVD 29 (??/??/92)   93.775  (m)          307.66   (f) ADJ UNCH    2 0
 FG0284
 FG0284.Superseded values are not recommended for survey control.
 FG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0284.See file dsdata.txt to determine how the superseded data were derived.
 FG0284
 FG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU847755(NAD 83)
 FG0284_MARKER: DD = SURVEY DISK
 FG0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0284_SP_SET: OAK TREE
 FG0284_STAMPING: WNP 1940
 FG0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0284
 FG0284  HISTORY     - Date     Condition        Report By
 FG0284  HISTORY     - 1940     MONUMENTED       ARGS
 FG0284  HISTORY     - 1961     POOR             NGS
 FG0284
 FG0284                          STATION DESCRIPTION
 FG0284
 FG0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0284'5.5 MI NW FROM CABOT.
 FG0284'5.5 MILES NORTHWEST ALONG MOUNTAIN SPRINGS ROAD FROM THE MISSOURI
 FG0284'PACIFIC RAILROAD STATION AT CABOT, LONOKE COUNTY, JUST SOUTH OF
 FG0284'MOUNTAIN SPRINGS, NEAR THE QUARTER CORNER OF SECTIONS 33 AND 34, T. 5
 FG0284'N., R. 10 W., AT A CROSSROADS, 49 FEET NORTHEAST OF THE CENTER OF THE
 FG0284'INTERSECTION, 44 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 18 FEET
 FG0284'NORTH OF THE CENTERLINE OF THE CROSSROAD, AND 13 FEET SOUTHEAST OF AN
 FG0284'8-INCH POST-OAK TREE.  A STANDARD DISK, STAMPED WNP 1940 AND SET IN
 FG0284'THE TOP OF A CONCRETE POST.  NOTE-- TOP OF POST WAS BROKEN OFF. USE
 FG0284'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0285 ***********************************************************************
 FG0285  DESIGNATION -  WNQ
 FG0285  PID         -  FG0285
 FG0285  STATE/COUNTY-  AR/LONOKE
 FG0285  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0285
 FG0285                         *CURRENT SURVEY CONTROL
 FG0285  ___________________________________________________________________
 FG0285* NAD 83(1986)-  35 02 10.     (N)    092 04 11.     (W)     SCALED    
 FG0285* NAVD 88     -        96.836  (meters)     317.70   (feet)  POSTED    
 FG0285  ___________________________________________________________________
 FG0285  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FG0285  DYNAMIC HT  -          96.750 (meters)     317.42  (feet)  COMP
 FG0285  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 FG0285
 FG0285  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG0285
 FG0285.The horizontal coordinates were scaled from a topographic map and have
 FG0285.an estimated accuracy of +/- 6 seconds.
 FG0285
 FG0285.The orthometric height was determined by differential leveling
 FG0285.and adjusted by the National Geodetic Survey in 1992..
 FG0285.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG0285.rate of 2.1 thru 3.0 mm/km.
 FG0285
 FG0285.The geoid height was determined by GEOID03.
 FG0285
 FG0285.The dynamic height is computed by dividing the NAVD 88
 FG0285.geopotential number by the normal gravity value computed on the
 FG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0285.degrees latitude (g = 980.6199 gals.).
 FG0285
 FG0285.The modeled gravity was interpolated from observed gravity values.
 FG0285
 FG0285;                    North         East    Units  Estimated Accuracy
 FG0285;SPC AR S     -   662,820.      393,640.      MT  (+/- 180 meters Scaled)
 FG0285
 FG0285                          SUPERSEDED SURVEY CONTROL
 FG0285
 FG0285  NGVD 29 (??/??/92)   96.834  (m)          317.70   (f) ADJ UNCH    2 0
 FG0285
 FG0285.Superseded values are not recommended for survey control.
 FG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0285.See file dsdata.txt to determine how the superseded data were derived.
 FG0285
 FG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU848774(NAD 83)
 FG0285_MARKER: DD = SURVEY DISK
 FG0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0285_STAMPING: WNQ 1940
 FG0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0285+STABILITY: SURFACE MOTION
 FG0285
 FG0285  HISTORY     - Date     Condition        Report By
 FG0285  HISTORY     - 1940     MONUMENTED       ARGS
 FG0285  HISTORY     - 1961     MARK NOT FOUND   NGS
 FG0285
 FG0285                          STATION DESCRIPTION
 FG0285
 FG0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0285'6.8 MI NW FROM CABOT.
 FG0285'6.8 MILES NORTHWEST ALONG MOUNTAIN SPRINGS ROAD FROM THE MISSOURI
 FG0285'PACIFIC RAILROAD STATION AT CABOT, LONOKE COUNTY, NEAR THE NORTH
 FG0285'QUARTER-QUARTER CORNER OF SECTIONS 27 AND 28, T. 5 N., R. 10 W., 500
 FG0285'FEET WEST OF THE J. M. GERMANY RESIDENCE, 300 FEET NORTH AND 36 FEET
 FG0285'EAST OF A 50-FOOT WOODEN BRIDGE, AT THE JUNCTION OF A T-ROAD LEADING
 FG0285'EAST, 36 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, AND 35 FEET
 FG0285'SOUTH OF THE CENTERLINE OF THE SIDE ROAD.  A STANDARD DISK, STAMPED
 FG0285'WNQ 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0286 ***********************************************************************
 FG0286  DESIGNATION -  WNR
 FG0286  PID         -  FG0286
 FG0286  STATE/COUNTY-  AR/LONOKE
 FG0286  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0286
 FG0286                         *CURRENT SURVEY CONTROL
 FG0286  ___________________________________________________________________
 FG0286* NAD 83(1986)-  35 02 45.     (N)    092 05 01.     (W)     SCALED    
 FG0286* NAVD 88     -        94.897  (meters)     311.34   (feet)  POSTED    
 FG0286  ___________________________________________________________________
 FG0286  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FG0286  DYNAMIC HT  -          94.810 (meters)     311.06  (feet)  COMP
 FG0286  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 FG0286
 FG0286  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG0286
 FG0286.The horizontal coordinates were scaled from a topographic map and have
 FG0286.an estimated accuracy of +/- 6 seconds.
 FG0286
 FG0286.The orthometric height was determined by differential leveling
 FG0286.and adjusted by the National Geodetic Survey in 1992..
 FG0286.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG0286.rate of 2.1 thru 3.0 mm/km.
 FG0286
 FG0286.The geoid height was determined by GEOID03.
 FG0286
 FG0286.The dynamic height is computed by dividing the NAVD 88
 FG0286.geopotential number by the normal gravity value computed on the
 FG0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0286.degrees latitude (g = 980.6199 gals.).
 FG0286
 FG0286.The modeled gravity was interpolated from observed gravity values.
 FG0286
 FG0286;                    North         East    Units  Estimated Accuracy
 FG0286;SPC AR S     -   663,900.      392,370.      MT  (+/- 180 meters Scaled)
 FG0286
 FG0286                          SUPERSEDED SURVEY CONTROL
 FG0286
 FG0286  NGVD 29 (??/??/92)   94.898  (m)          311.34   (f) ADJ UNCH    2 0
 FG0286
 FG0286.Superseded values are not recommended for survey control.
 FG0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0286.See file dsdata.txt to determine how the superseded data were derived.
 FG0286
 FG0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU835785(NAD 83)
 FG0286_MARKER: DD = SURVEY DISK
 FG0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0286_STAMPING: WNR 1940
 FG0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0286+STABILITY: SURFACE MOTION
 FG0286
 FG0286  HISTORY     - Date     Condition        Report By
 FG0286  HISTORY     - 1940     MONUMENTED       ARGS
 FG0286  HISTORY     - 1961     MARK NOT FOUND   NGS
 FG0286
 FG0286                          STATION DESCRIPTION
 FG0286
 FG0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0286'8.3 MI NW FROM CABOT.
 FG0286'8.3 MILES NORTHWEST ALONG MOUNTAIN SPRINGS ROAD FROM THE MISSOURI
 FG0286'PACIFIC RAILROAD STATION AT CABOT, LONOKE COUNTY, 500 FEET NORTH OF A
 FG0286'CROSSROADS, AT THE J. S. WILSON RESIDENCE, 43 FEET NORTHEAST OF THE
 FG0286'NORTHEAST CORNER OF THE HOUSE, 28 FEET WEST OF THE CENTERLINE OF THE
 FG0286'ROAD, 42 FEET SOUTHWEST OF A 14-INCH PERSIMMON TREE, AND 26 FEET EAST
 FG0286'OF AN 18-INCH CATALPA TREE.  A STANTARD DISK, STAMPED WNR 1940 AND SET
 FG0286'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0287 ***********************************************************************
 FG0287  DESIGNATION -  WNS
 FG0287  PID         -  FG0287
 FG0287  STATE/COUNTY-  AR/LONOKE
 FG0287  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0287
 FG0287                         *CURRENT SURVEY CONTROL
 FG0287  ___________________________________________________________________
 FG0287* NAD 83(1986)-  35 03 21.     (N)    092 04 52.     (W)     SCALED    
 FG0287* NAVD 88     -        84.786  (meters)     278.17   (feet)  POSTED    
 FG0287  ___________________________________________________________________
 FG0287  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FG0287  DYNAMIC HT  -          84.710 (meters)     277.92  (feet)  COMP
 FG0287  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 FG0287
 FG0287  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG0287
 FG0287.The horizontal coordinates were scaled from a topographic map and have
 FG0287.an estimated accuracy of +/- 6 seconds.
 FG0287
 FG0287.The orthometric height was determined by differential leveling
 FG0287.and adjusted by the National Geodetic Survey in 1992..
 FG0287.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG0287.rate of 2.1 thru 3.0 mm/km.
 FG0287
 FG0287.The geoid height was determined by GEOID03.
 FG0287
 FG0287.The dynamic height is computed by dividing the NAVD 88
 FG0287.geopotential number by the normal gravity value computed on the
 FG0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0287.degrees latitude (g = 980.6199 gals.).
 FG0287
 FG0287.The modeled gravity was interpolated from observed gravity values.
 FG0287
 FG0287;                    North         East    Units  Estimated Accuracy
 FG0287;SPC AR S     -   665,010.      392,600.      MT  (+/- 180 meters Scaled)
 FG0287
 FG0287                          SUPERSEDED SURVEY CONTROL
 FG0287
 FG0287  NGVD 29 (??/??/92)   84.787  (m)          278.17   (f) ADJ UNCH    2 0
 FG0287
 FG0287.Superseded values are not recommended for survey control.
 FG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0287.See file dsdata.txt to determine how the superseded data were derived.
 FG0287
 FG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU837796(NAD 83)
 FG0287_MARKER: DD = SURVEY DISK
 FG0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0287_STAMPING: WNS 1940
 FG0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0287+STABILITY: SURFACE MOTION
 FG0287
 FG0287  HISTORY     - Date     Condition        Report By
 FG0287  HISTORY     - 1940     MONUMENTED       ARGS
 FG0287  HISTORY     - 1961     GOOD             NGS
 FG0287
 FG0287                          STATION DESCRIPTION
 FG0287
 FG0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0287'9 MI NW FROM CABOT.
 FG0287'9 MILES NORTHWEST ALONG MOUNTAIN SPRINGS ROAD FROM THE MISSOURI
 FG0287'PACIFIC RAILROAD STATION AT CABOT, LONOKE COUNTY, NEAR THE WEST
 FG0287'QUARTER-QUARTER CORNER OF SECTIONS 16 AND 21, T. 5 N., R. 10 W., AT
 FG0287'THE JUNCTION OF THE OTTO ROAD, 66 FEET NORTH OF THE NORTHWEST CORNER
 FG0287'OF A CHURCH, 33 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, AND 16
 FG0287'FEET WEST OF A 4-INCH RED OAK TREE.  A STANDARD DISK, STAMPED WNS 1940
 FG0287'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0288 ***********************************************************************
 FG0288  DESIGNATION -  WNT
 FG0288  PID         -  FG0288
 FG0288  STATE/COUNTY-  AR/LONOKE
 FG0288  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0288
 FG0288                         *CURRENT SURVEY CONTROL
 FG0288  ___________________________________________________________________
 FG0288* NAD 83(1986)-  35 04 10.     (N)    092 04 17.     (W)     SCALED    
 FG0288* NAVD 88     -        78.963  (meters)     259.06   (feet)  POSTED    
 FG0288  ___________________________________________________________________
 FG0288  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FG0288  DYNAMIC HT  -          78.890 (meters)     258.82  (feet)  COMP
 FG0288  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FG0288
 FG0288  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG0288
 FG0288.The horizontal coordinates were scaled from a topographic map and have
 FG0288.an estimated accuracy of +/- 6 seconds.
 FG0288
 FG0288.The orthometric height was determined by differential leveling
 FG0288.and adjusted by the National Geodetic Survey in 1992..
 FG0288.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG0288.rate of 2.1 thru 3.0 mm/km.
 FG0288
 FG0288.The geoid height was determined by GEOID03.
 FG0288
 FG0288.The dynamic height is computed by dividing the NAVD 88
 FG0288.geopotential number by the normal gravity value computed on the
 FG0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0288.degrees latitude (g = 980.6199 gals.).
 FG0288
 FG0288.The modeled gravity was interpolated from observed gravity values.
 FG0288
 FG0288;                    North         East    Units  Estimated Accuracy
 FG0288;SPC AR S     -   666,520.      393,490.      MT  (+/- 180 meters Scaled)
 FG0288
 FG0288                          SUPERSEDED SURVEY CONTROL
 FG0288
 FG0288  NGVD 29 (??/??/92)   78.963  (m)          259.06   (f) ADJ UNCH    2 0
 FG0288
 FG0288.Superseded values are not recommended for survey control.
 FG0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0288.See file dsdata.txt to determine how the superseded data were derived.
 FG0288
 FG0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU846811(NAD 83)
 FG0288_MARKER: DD = SURVEY DISK
 FG0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0288_STAMPING: WNT 1940
 FG0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0288+STABILITY: SURFACE MOTION
 FG0288
 FG0288  HISTORY     - Date     Condition        Report By
 FG0288  HISTORY     - 1940     MONUMENTED       ARGS
 FG0288  HISTORY     - 1961     GOOD             NGS
 FG0288  HISTORY     - 20020606 MARK NOT FOUND   USACE
 FG0288
 FG0288                          STATION DESCRIPTION
 FG0288
 FG0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0288'5 MI SE FROM EL PASO.
 FG0288'IN LONOKE COUNTY, 5 MILES SOUTHEAST ALONG MOUNTAIN SPRINGS ROAD FROM
 FG0288'EL PASO, WHITE COUNTY, NEAR THE NORTH QUARTER-QUARTER CORNER OF
 FG0288'SECTIONS 15 AND 16, T. 5 N., R. 10 W., 300 FEET SOUTHEAST OF THE C. L.
 FG0288'SHOCKS RESIDENCE, AT A ROAD JUNCTION, 69 FEET WEST OF THE CENTERLINE
 FG0288'OF THE MAIN ROAD, AND 40 FEET SOUTH OF THE CENTERLINE OF THE SIDE
 FG0288'ROAD.  A STANDARD DISK, STAMPED WNT 1940 AND SET IN THE TOP OF A
 FG0288'CONCRETE POST.
 FG0288
 FG0288                          STATION RECOVERY (2002)
 FG0288
 FG0288'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FG0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0289 ***********************************************************************
 FG0289  DESIGNATION -  WNU
 FG0289  PID         -  FG0289
 FG0289  STATE/COUNTY-  AR/WHITE
 FG0289  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0289
 FG0289                         *CURRENT SURVEY CONTROL
 FG0289  ___________________________________________________________________
 FG0289* NAD 83(1986)-  35 04 33.     (N)    092 04 22.     (W)     SCALED    
 FG0289* NAVD 88     -        75.125  (meters)     246.47   (feet)  POSTED    
 FG0289  ___________________________________________________________________
 FG0289  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FG0289  DYNAMIC HT  -          75.060 (meters)     246.26  (feet)  COMP
 FG0289  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 FG0289
 FG0289  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG0289
 FG0289.The horizontal coordinates were scaled from a topographic map and have
 FG0289.an estimated accuracy of +/- 6 seconds.
 FG0289
 FG0289.The orthometric height was determined by differential leveling
 FG0289.and adjusted by the National Geodetic Survey in 1992..
 FG0289.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG0289.rate of 2.1 thru 3.0 mm/km.
 FG0289
 FG0289.The geoid height was determined by GEOID03.
 FG0289
 FG0289.The dynamic height is computed by dividing the NAVD 88
 FG0289.geopotential number by the normal gravity value computed on the
 FG0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0289.degrees latitude (g = 980.6199 gals.).
 FG0289
 FG0289.The modeled gravity was interpolated from observed gravity values.
 FG0289
 FG0289;                    North         East    Units  Estimated Accuracy
 FG0289;SPC AR N     -    82,380.      393,360.      MT  (+/- 180 meters Scaled)
 FG0289
 FG0289                          SUPERSEDED SURVEY CONTROL
 FG0289
 FG0289  NGVD 29 (??/??/92)   75.126  (m)          246.48   (f) ADJ UNCH    2 0
 FG0289
 FG0289.Superseded values are not recommended for survey control.
 FG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0289.See file dsdata.txt to determine how the superseded data were derived.
 FG0289
 FG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU845818(NAD 83)
 FG0289_MARKER: DD = SURVEY DISK
 FG0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0289_STAMPING: WNU 1940
 FG0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0289+STABILITY: SURFACE MOTION
 FG0289
 FG0289  HISTORY     - Date     Condition        Report By
 FG0289  HISTORY     - 1940     MONUMENTED       ARGS
 FG0289  HISTORY     - 1961     GOOD             NGS
 FG0289  HISTORY     - 20020606 MARK NOT FOUND   USACE
 FG0289
 FG0289                          STATION DESCRIPTION
 FG0289
 FG0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0289'3.5 MI S FROM EL PASO.
 FG0289'3 1/2 MILES SOUTH ALONG MOUNTAIN SPRINGS ROAD FROM EL PASO, WHITE
 FG0289'COUNTY, IN THE NORTHEAST QUARTER OF SECTION 3, T. 5 N., R. 10 W., 100
 FG0289'FEET WEST OF THE NORTHWEST CORNER OF THE J. E. MEREDITH RESIDENCE, 30
 FG0289'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 73 FEET WEST OF A 14-INCH
 FG0289'CEDAR TREE, 75 FEET NORTH OF A FENCE CORNER, AND 26 FEET SOUTH OF
 FG0289'ANOTHER FENCE CORNER.  A STANDARD DISK, STAMPED WNU 1940 AND SET IN
 FG0289'THE TOP OF A CONCRETE POST.
 FG0289
 FG0289                          STATION RECOVERY (2002)
 FG0289
 FG0289'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FG0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0290 ***********************************************************************
 FG0290  DESIGNATION -  WNV
 FG0290  PID         -  FG0290
 FG0290  STATE/COUNTY-  AR/WHITE
 FG0290  USGS QUAD   -  MOUNTAIN SPRINGS (1994)
 FG0290
 FG0290                         *CURRENT SURVEY CONTROL
 FG0290  ___________________________________________________________________
 FG0290* NAD 83(1986)-  35 05 28.     (N)    092 04 31.     (W)     SCALED    
 FG0290* NAVD 88     -       103.764  (meters)     340.43   (feet)  POSTED    
 FG0290  ___________________________________________________________________
 FG0290  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FG0290  DYNAMIC HT  -         103.670 (meters)     340.12  (feet)  COMP
 FG0290  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FG0290
 FG0290  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FG0290
 FG0290.The horizontal coordinates were scaled from a topographic map and have
 FG0290.an estimated accuracy of +/- 6 seconds.
 FG0290
 FG0290.The orthometric height was determined by differential leveling
 FG0290.and adjusted by the National Geodetic Survey in 1992..
 FG0290.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FG0290.rate of 2.1 thru 3.0 mm/km.
 FG0290
 FG0290.The geoid height was determined by GEOID03.
 FG0290
 FG0290.The dynamic height is computed by dividing the NAVD 88
 FG0290.geopotential number by the normal gravity value computed on the
 FG0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0290.degrees latitude (g = 980.6199 gals.).
 FG0290
 FG0290.The modeled gravity was interpolated from observed gravity values.
 FG0290
 FG0290;                    North         East    Units  Estimated Accuracy
 FG0290;SPC AR N     -    84,070.      393,140.      MT  (+/- 180 meters Scaled)
 FG0290
 FG0290                          SUPERSEDED SURVEY CONTROL
 FG0290
 FG0290  NGVD 29 (??/??/92)  103.766  (m)          340.44   (f) ADJ UNCH    2 0
 FG0290
 FG0290.Superseded values are not recommended for survey control.
 FG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0290.See file dsdata.txt to determine how the superseded data were derived.
 FG0290
 FG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU842835(NAD 83)
 FG0290_MARKER: DD = SURVEY DISK
 FG0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0290_STAMPING: WNV 1940
 FG0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0290+STABILITY: SURFACE MOTION
 FG0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0290+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 FG0290
 FG0290  HISTORY     - Date     Condition        Report By
 FG0290  HISTORY     - 1940     MONUMENTED       ARGS
 FG0290  HISTORY     - 1961     GOOD             NGS
 FG0290  HISTORY     - 20020606 MARK NOT FOUND   USACE
 FG0290  HISTORY     - 20060227 GOOD             ARHD
 FG0290
 FG0290                          STATION DESCRIPTION
 FG0290
 FG0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FG0290'2.5 MI S FROM EL PASO.
 FG0290'2 1/2 MILES SOUTH ALONG MOUNTAIN SPRINGS ROAD FROM EL PASO, WHITE
 FG0290'COUNTY, NEAR THE QUARTER CORNER OF SECTIONS 4 AND 5, T. 5 N., R. 10
 FG0290'W., AT THE RAY MORRISON PROPERTY, 83 FEET WEST OF THE NORTHWEST CORNER
 FG0290'OF THE HOUSE, 138 FEET NORTH OF THE NORTHEAST CORNER OF THE GARAGE, 36
 FG0290'FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 58 FEET NORTHWEST
 FG0290'OF A 36-INCH RED OAK TREE, AND 37 FEET WEST OF A FENCE CORNER. A
 FG0290'STANDARD DISK, STAMPED WNV 1940 AND SET IN THE TOP OF A CONCRETE POST.
 FG0290
 FG0290                          STATION RECOVERY (2002)
 FG0290
 FG0290'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FG0290'MARK NOT FOUND.
 FG0290
 FG0290                          STATION RECOVERY (2006)
 FG0290
 FG0290'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FG0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0818 ***********************************************************************
 DK0818  DESIGNATION -  WOLBRECHT BOLT
 DK0818  PID         -  DK0818
 DK0818  STATE/COUNTY-  AR/DESHA
 DK0818  USGS QUAD   -  MONTGOMERY ISLAND (1972)
 DK0818
 DK0818                         *CURRENT SURVEY CONTROL
 DK0818  ___________________________________________________________________
 DK0818* NAD 83(1986)-  33 54 00.     (N)    091 03 57.     (W)     SCALED    
 DK0818* NAVD 88     -        46.28   (+/-2cm)     151.8    (feet)  VERTCON   
 DK0818  ___________________________________________________________________
 DK0818  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0818
 DK0818  VERT ORDER  -  FIRST     CLASS II (See Below)
 DK0818
 DK0818.The horizontal coordinates were scaled from a topographic map and have
 DK0818.an estimated accuracy of +/- 6 seconds.
 DK0818
 DK0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0818.The vertical order pertains to the NGVD 29 superseded value.
 DK0818
 DK0818.The geoid height was determined by GEOID03.
 DK0818
 DK0818;                    North         East    Units  Estimated Accuracy
 DK0818;SPC AR S     -   537,190.      486,400.      MT  (+/- 180 meters Scaled)
 DK0818
 DK0818                          SUPERSEDED SURVEY CONTROL
 DK0818
 DK0818  NGVD 29 (??/??/??)   46.349  (m)          152.06   (f) ADJUSTED    1 2
 DK0818
 DK0818.Superseded values are not recommended for survey control.
 DK0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0818.See file dsdata.txt to determine how the superseded data were derived.
 DK0818
 DK0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT788527(NAD 83)
 DK0818_MARKER: B = BOLT
 DK0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0818_SP_SET: TILE
 DK0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0818
 DK0818  HISTORY     - Date     Condition        Report By
 DK0818  HISTORY     - UNK      MONUMENTED       MRC
 DK0818  HISTORY     - 1939     GOOD             CGS
 DK0818
 DK0818                          STATION DESCRIPTION
 DK0818
 DK0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0818'IN BIG ISLAND.
 DK0818'AT BIG ISLAND, DESHA COUNTY, ON THE RIGHT BANK OF WHITE RIVER, 1.5
 DK0818'MILES ABOVE THE MOUTH OF THE RIVER, 1.5 MILES ALONG A HIGH BANK ABOVE
 DK0818'A GAGE BULLETIN BOARD, 125 FEET BACK OF THE BANK, AND IN THE WOODS. A
 DK0818'COPPER BOLT LEADED IN THE TOP OF A TILE ABOUT 4 FEET UNDER GROUND,
 DK0818'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 6 INCHES
 DK0818'ABOVE GROUND AND BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0819 ***********************************************************************
 DK0819  DESIGNATION -  WOLBRECHT CAP
 DK0819  PID         -  DK0819
 DK0819  STATE/COUNTY-  AR/DESHA
 DK0819  USGS QUAD   -  MONTGOMERY ISLAND (1972)
 DK0819
 DK0819                         *CURRENT SURVEY CONTROL
 DK0819  ___________________________________________________________________
 DK0819* NAD 83(1986)-  33 53 59.     (N)    091 03 57.     (W)     SCALED    
 DK0819* NAVD 88     -        47.50   (+/-2cm)     155.8    (feet)  VERTCON   
 DK0819  ___________________________________________________________________
 DK0819  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0819
 DK0819  VERT ORDER  -  FIRST     CLASS II (See Below)
 DK0819
 DK0819.The horizontal coordinates were scaled from a topographic map and have
 DK0819.an estimated accuracy of +/- 6 seconds.
 DK0819
 DK0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0819.The vertical order pertains to the NGVD 29 superseded value.
 DK0819
 DK0819.The geoid height was determined by GEOID03.
 DK0819
 DK0819;                    North         East    Units  Estimated Accuracy
 DK0819;SPC AR S     -   537,160.      486,400.      MT  (+/- 180 meters Scaled)
 DK0819
 DK0819                          SUPERSEDED SURVEY CONTROL
 DK0819
 DK0819  NGVD 29 (??/??/??)   47.561  (m)          156.04   (f) ADJUSTED    1 2
 DK0819
 DK0819.Superseded values are not recommended for survey control.
 DK0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0819.See file dsdata.txt to determine how the superseded data were derived.
 DK0819
 DK0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT788527(NAD 83)
 DK0819_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0819_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0819
 DK0819  HISTORY     - Date     Condition        Report By
 DK0819  HISTORY     - UNK      MONUMENTED       MRC
 DK0819  HISTORY     - 1939     GOOD             CGS
 DK0819
 DK0819                          STATION DESCRIPTION
 DK0819
 DK0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0819'5.0 MI NW FROM ROSEDALE.
 DK0819'5.0 MILES NORTHWEST OF ROSEDALE.  ON BIG ISLAND ON RIGHT BANK OF WHITE
 DK0819'RIVER, ABOUT ONE 1/2 MILE ABOVE ITS MOUTH.  1.5 MILES ALONG HIGH BANK
 DK0819'ABOVE GAGE BULLETIN BOARD.  125 FEET BACK OF HIGH BANK, IN WOODS. TOP
 DK0819'OF PIPE IS 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1535 ***********************************************************************
 DL1535  DESIGNATION -  WOLF
 DL1535  PID         -  DL1535
 DL1535  STATE/COUNTY-  AR/MILLER
 DL1535  USGS QUAD   -  FOUKE NE (1975)
 DL1535
 DL1535                         *CURRENT SURVEY CONTROL
 DL1535  ___________________________________________________________________
 DL1535* NAD 83(1997)-  33 23 35.32415(N)    093 51 34.85343(W)     ADJUSTED  
 DL1535* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 DL1535  ___________________________________________________________________
 DL1535  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DL1535  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DL1535
 DL1535  HORZ ORDER  -  SECOND
 DL1535
 DL1535.The horizontal coordinates were established by classical geodetic methods
 DL1535.and adjusted by the National Geodetic Survey in September 1999..
 DL1535
 DL1535.The orthometric height was scaled from a topographic map.
 DL1535
 DL1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1535
 DL1535.The geoid height was determined by GEOID03.
 DL1535
 DL1535;                    North         East     Units Scale Factor Converg.
 DL1535;SPC AR S     -   482,147.850   226,994.513   MT  0.99998065   -1 02 27.0
 DL1535;SPC AR S     - 1,581,846.74    744,731.16   sFT  0.99998065   -1 02 27.0
 DL1535;UTM  15      - 3,695,202.615   420,048.999   MT  0.99967881   -0 28 23.4
 DL1535
 DL1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1535!SPC AR S     -   0.99998255  x   0.99998065  =   0.99996320
 DL1535!UTM  15      -   0.99998255  x   0.99967881  =   0.99966137
 DL1535
 DL1535|---------------------------------------------------------------------|
 DL1535| PID    Reference Object                     Distance      Geod. Az  |
 DL1535|                                                           dddmmss.s |
 DL1535| DL1536 ARKANSAS FORESTRY LOOKOUT TOWER 10   39.522 METERS 01004     |
 DL1535| CX7431 WOLF RM 1                            27.197 METERS 07258     |
 DL1535| DL1547 GERTRUDE                            APPROX.10.3 KM 2834904.2 |
 DL1535| CX7432 WOLF RM 2                            28.385 METERS 34952     |
 DL1535|---------------------------------------------------------------------|
 DL1535
 DL1535                          SUPERSEDED SURVEY CONTROL
 DL1535
 DL1535  NAD 83(1997)-  33 23 35.32954(N)    093 51 34.84774(W) AD(       ) 2
 DL1535  NAD 83(1997)-  33 23 35.32975(N)    093 51 34.84625(W) AD(       ) 2
 DL1535  NAD 83(1986)-  33 23 35.33371(N)    093 51 34.84168(W) AD(       ) 2
 DL1535  NAD 27      -  33 23 34.88200(N)    093 51 34.18800(W) AD(       ) 2
 DL1535
 DL1535.Superseded values are not recommended for survey control.
 DL1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1535.See file dsdata.txt to determine how the superseded data were derived.
 DL1535
 DL1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2004995203(NAD 83)
 DL1535_MARKER: DS = TRIANGULATION STATION DISK
 DL1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1535_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1535
 DL1535  HISTORY     - Date     Condition        Report By
 DL1535  HISTORY     - 1951     MONUMENTED       CGS
 DL1535  HISTORY     - 1963     GOOD             CGS
 DL1535  HISTORY     - 1967     POOR             BGAS
 DL1535
 DL1535                          STATION DESCRIPTION
 DL1535
 DL1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1535'THE STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF
 DL1535'TEXARKANA, ON THE SUMMIT OF A HILL LOCALLY KNOWN AS WOLF
 DL1535'MOUNTAIN, AT THE SITE OF ARKANSAS FOREST LOOKOUT TOWER NO.
 DL1535'5, 80 FEET WEST OF A CATTLE GUARD, 44 FEET SOUTH OF THE
 DL1535'CENTER OF A ROAD TO A SMALL WHITE HOUSE, AND 10 FEET NORTH
 DL1535'OF A WIRE FENCE.
 DL1535'
 DL1535'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 DL1535'IS STAMPED WOLF 1951.
 DL1535'
 DL1535'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE NORTH EDGE
 DL1535'OF THE CATTLE GUARD, AND 6 FEET WEST OF THE WEST EDGE OF
 DL1535'A GRAVEL PIT.  IT IS FLUSH WITH THE GROUND, AND THE DISK
 DL1535'IS STAMPED WOLF NO 1 1951.
 DL1535'
 DL1535'REFERENCE MARK NO. 2 IS 56 FEET SOUTHEAST OF THE SOUTHEAST
 DL1535'EDGE OF A CONCRETE WELL HOUSING, 38 FEET SOUTHWEST OF THE
 DL1535'SOUTHWEST LEG OF THE LOOKOUT TOWER, AND 28 FEET NORTH OF
 DL1535'THE CENTER OF THE ROAD.  IT IS FLUSH WITH THE GROUND, AND
 DL1535'THE DISK IS STAMPED WOLF NO 2 1951.
 DL1535'
 DL1535'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 DL1535'
 DL1535'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DL1535'CONCRETE CYLINDERS.
 DL1535'
 DL1535'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL1535
 DL1535                          STATION RECOVERY (1963)
 DL1535
 DL1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 DL1535'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 DL1535'IN GOOD CONDITION.  THE STATION MARK IS IN THE SOUTH FENCE
 DL1535'LINE OF A SMALL GARDEN, 11 FEET EAST OF THE SOUTHWEST CORNER
 DL1535'OF THE GARDEN AND IS UNDER THE EAST END OF A BRACE POST.
 DL1535'REFERENCE MARKS RECOVERED AS DESCRIBED.
 DL1535'
 DL1535'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DL1535'FOR RECOVERY.
 DL1535
 DL1535                          STATION RECOVERY (1967)
 DL1535
 DL1535'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DL1535'WOLF 1951-SURFACE MARK BROKEN OFF
 DL1535'
 DL1535'WOLF NO 1 1951-GOOD
 DL1535'
 DL1535'WOLF NO 2 1951-GOOD
 DL1535'
 DL1535'ARKANSAS FOREST LOOKOUT TOWER NO. 10-5-GOOD
 DL1535'
 DL1535'THE STATION WAS VISITED AND FOUND BROKEN OFF.  ABOUT THE
 DL1535'TOP 6 INCHES CONTAINING THE DISK WAS LAYING BESIDE THE MONUMENT.
 DL1535'BOTH REFERENCE MARKS AND ARKANSAS FOREST LOOKOUT TOWER NO.
 DL1535'10-5 WERE FOUND IN GOOD CONDITION.
 DL1535'
 DL1535'THE 1951 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 DL1535'
 DL1535'DODDRIDGE FIRE TOWER NO 6 AFC, ABOUT 17 MILES SOUTH WOULD
 DL1535'SERVE AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0820 ***********************************************************************
 EK0820  DESIGNATION -  WOLF
 EK0820  PID         -  EK0820
 EK0820  STATE/COUNTY-  AR/POLK
 EK0820  USGS QUAD   -  Y CITY (1975)
 EK0820
 EK0820                         *CURRENT SURVEY CONTROL
 EK0820  ___________________________________________________________________
 EK0820* NAD 83(1997)-  34 41 36.03488(N)    094 07 15.06142(W)     ADJUSTED  
 EK0820* NAVD 88     -       745.     (meters)    2444.     (feet)  SCALED    
 EK0820  ___________________________________________________________________
 EK0820  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 EK0820  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 EK0820
 EK0820  HORZ ORDER  -  FIRST
 EK0820
 EK0820.The horizontal coordinates were established by classical geodetic methods
 EK0820.and adjusted by the National Geodetic Survey in September 1999..
 EK0820
 EK0820.The orthometric height was scaled from a topographic map.
 EK0820
 EK0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0820
 EK0820.The geoid height was determined by GEOID03.
 EK0820
 EK0820;                    North         East     Units Scale Factor Converg.
 EK0820;SPC AR S     -   626,802.629   205,688.843   MT  0.99998447   -1 11 13.3
 EK0820;SPC AR S     - 2,056,434.96    674,830.81   sFT  0.99998447   -1 11 13.3
 EK0820;SPC AR N     -    42,033.803   205,676.101   MT  1.00005584   -1 14 02.8
 EK0820;SPC AR N     -   137,905.90    674,789.01   sFT  1.00005584   -1 14 02.8
 EK0820;UTM  15      - 3,839,608.428   397,338.112   MT  0.99972990   -0 38 16.9
 EK0820
 EK0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0820!SPC AR S     -   0.99988780  x   0.99998447  =   0.99987227
 EK0820!SPC AR N     -   0.99988780  x   1.00005584  =   0.99994363
 EK0820!UTM  15      -   0.99988780  x   0.99972990  =   0.99961773
 EK0820
 EK0820|---------------------------------------------------------------------|
 EK0820| PID    Reference Object                     Distance      Geod. Az  |
 EK0820|                                                           dddmmss.s |
 EK0820| CX7434 WOLF RM 1                             9.974 METERS 14530     |
 EK0820| EK0821 WOLF PINNACLE LOOKOUT TOWER          36.402 METERS 16708     |
 EK0820| CX7435 WOLF RM 2                            17.027 METERS 22000     |
 EK0820| CX7433 WOLF AZ MK                                         2435546.9 |
 EK0820| EK0838 RICH MTN LOOKOUT TOWER              APPROX.19.2 KM 2634351.4 |
 EK0820|---------------------------------------------------------------------|
 EK0820
 EK0820                          SUPERSEDED SURVEY CONTROL
 EK0820
 EK0820  NAD 83(1997)-  34 41 36.03957(N)    094 07 15.06088(W) AD(       ) 1
 EK0820  NAD 83(1986)-  34 41 36.04080(N)    094 07 15.05558(W) AD(       ) 1
 EK0820  NAD 27      -  34 41 35.66500(N)    094 07 14.30900(W) AD(       ) 1
 EK0820
 EK0820.Superseded values are not recommended for survey control.
 EK0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0820.See file dsdata.txt to determine how the superseded data were derived.
 EK0820
 EK0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9733839608(NAD 83)
 EK0820_MARKER: DS = TRIANGULATION STATION DISK
 EK0820_SETTING: 80 = SET IN A BOULDER
 EK0820_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EK0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0820+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 EK0820
 EK0820  HISTORY     - Date     Condition        Report By
 EK0820  HISTORY     - 1952     MONUMENTED       CGS
 EK0820  HISTORY     - 1961     GOOD             CGS
 EK0820  HISTORY     - 20041116 GOOD             ARHD
 EK0820
 EK0820                          STATION DESCRIPTION
 EK0820
 EK0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0820'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF MENA, ON
 EK0820'A PROMINENT POINT KNOWN AS WOLF PINNACLE AND ON THE HIGHEST
 EK0820'PART OF THE HILL NORTH-NORTHWEST OF THE LOOKOUT TOWER.  IT
 EK0820'IS 114 FEET NORTH-NORTHWEST OF THE NORTHEAST LEG OF THE TOWER.
 EK0820'THE DISK IS SET IN A 1 X 2 FOOT SLANTING BOULDER AND THE
 EK0820'HIGHEST PART OF BOULDER PROJECTS ABOUT 10 INCHES.  THE DISK
 EK0820'IS STAMPED WOLF 1952.
 EK0820'
 EK0820'REFERENCE MARK NO. 1 IS 84 FEET NORTH OF THE NORTHEAST LEG
 EK0820'OF THE TOWER.  THE DISK IS SET IN A 2 X 6 FOOT BOULDER WHICH
 EK0820'PROJECTS 4 INCHES.  THE DISK IS STAMPED WOLF NO 1 1952.
 EK0820'
 EK0820'REFERENCE MARK NO. 2 IS 87 FEET NORTH-NORTHWEST OF THE NORTHWEST
 EK0820'LEG OF THE TOWER.  THE DISK IS SET IN A 3 FOOT BY 8 INCH
 EK0820'BOULDER WHICH PROJECTS 8 INCHES. THE DISK IS STAMPED WOLF
 EK0820'NO 2 1952.
 EK0820'
 EK0820'AZIMUTH MARK IS 12 FEET SOUTHEAST OF THE CENTERLINE OF FOREST
 EK0820'ROAD, 3 FEET SOUTHEAST OF A WITNESS POST.  THE DISK IS SET
 EK0820'IN A 1 FOOT SQUARE BOULDER WHICH PROJECTS 4 INCHES AND THE
 EK0820'DISK IS STAMPED WOLF 1952.
 EK0820'
 EK0820'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE
 EK0820'HIGHWAY 8 IN MENA, GO NORTHERLY ON U.S. HIGHWAY 71 FOR 1.7
 EK0820'MILES TO THE JUNCTION OF HIGHWAYS 71 AND 88, KEEP LEFT WITH
 EK0820'HIGHWAY 71 FOR 3.7 MILES TO THE JUNCTION OF HIGHWAYS 71 AND
 EK0820'270, KEEP RIGHT ON HIGHWAYS 270 AND 71 FOR 5.85 MILES TO
 EK0820'A FOREST SERVICE ROAD ON THE RIGHT.  TURN RIGHT ON FOREST
 EK0820'ROAD FOR (SIGN WOLF PINNACLE) 3.6 MILES TO THE AZIMUTH MARK
 EK0820'ON THE RIGHT.  CONTINUE ON FOREST ROAD 1.0 MILE TO THE LOOKOUT
 EK0820'TOWER AND THE STATION AS DESCRIBED.
 EK0820'
 EK0820'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0820
 EK0820                          STATION RECOVERY (1961)
 EK0820
 EK0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0820'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0820'CONDITION.
 EK0820'
 EK0820'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 EK0820'FOR RECOVERY.
 EK0820
 EK0820                          STATION RECOVERY (2004)
 EK0820
 EK0820'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 EK0820'STATION AND ALL MARKS RECOVERED BUT THE ROAD LEADING TO THE STATION
 EK0820'FROM THE HIGHWAY HAS BEEN CLOSED AND IT REQUIRES A 2 HOUR PACK TO
 EK0820'REACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0660 ***********************************************************************
 GF0660  DESIGNATION -  WOLF
 GF0660  PID         -  GF0660
 GF0660  STATE/COUNTY-  AR/BAXTER
 GF0660  USGS QUAD   -  NORFORK DAM NORTH (1981)
 GF0660
 GF0660                         *CURRENT SURVEY CONTROL
 GF0660  ___________________________________________________________________
 GF0660* NAD 83(1997)-  36 18 10.37911(N)    092 12 41.00677(W)     ADJUSTED  
 GF0660* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 GF0660  ___________________________________________________________________
 GF0660  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 GF0660  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GF0660
 GF0660  HORZ ORDER  -  THIRD
 GF0660
 GF0660.The horizontal coordinates were established by classical geodetic methods
 GF0660.and adjusted by the National Geodetic Survey in September 1999..
 GF0660
 GF0660.The orthometric height was scaled from a topographic map.
 GF0660
 GF0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0660
 GF0660.The geoid height was determined by GEOID03.
 GF0660
 GF0660;                    North         East     Units Scale Factor Converg.
 GF0660;SPC AR N     -   218,533.951   381,013.117   MT  1.00001449   -0 07 22.8
 GF0660;SPC AR N     -   716,973.47  1,250,040.53   sFT  1.00001449   -0 07 22.8
 GF0660;UTM  15      - 4,017,831.962   570,803.372   MT  0.99966177   +0 28 00.9
 GF0660
 GF0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0660!SPC AR N     -   0.99996660  x   1.00001449  =   0.99998109
 GF0660!UTM  15      -   0.99996660  x   0.99966177  =   0.99962838
 GF0660
 GF0660|---------------------------------------------------------------------|
 GF0660| PID    Reference Object                     Distance      Geod. Az  |
 GF0660|                                                           dddmmss.s |
 GF0660| CI2813 WOLF RM 1                            18.078 METERS 17317     |
 GF0660| GF0682 WALLACE KNOB                        APPROX.16.1 KM 2922051.3 |
 GF0660| CI2814 WOLF RM 2                            17.448 METERS 29444     |
 GF0660| CI2812 WOLF AZ MK                                         3591758.8 |
 GF0660|---------------------------------------------------------------------|
 GF0660
 GF0660                          SUPERSEDED SURVEY CONTROL
 GF0660
 GF0660  NAD 83(1986)-  36 18 10.39083(N)    092 12 41.00677(W) AD(       ) 3
 GF0660  NAD 27      -  36 18 10.14200(N)    092 12 40.44300(W) AD(       ) 3
 GF0660
 GF0660.Superseded values are not recommended for survey control.
 GF0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0660.See file dsdata.txt to determine how the superseded data were derived.
 GF0660
 GF0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7080317832(NAD 83)
 GF0660_MARKER: DS = TRIANGULATION STATION DISK
 GF0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0660
 GF0660  HISTORY     - Date     Condition        Report By
 GF0660  HISTORY     - 1953     MONUMENTED       CGS
 GF0660  HISTORY     - 1964     POOR             USFS
 GF0660  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GF0660
 GF0660                          STATION DESCRIPTION
 GF0660
 GF0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0660'THE STATION IS ABOUT 10 MILES EAST AND 2-1/4 MILES SOUTH
 GF0660'OF MOUNTAIN HOME, 15 MILES SOUTHWEST OF VIOLA, IN THE
 GF0660'NORTHEAST 1/4 OF SEC. 24, T 19 N, R 12 W, AND ON THE
 GF0660'RIGHT-OF-WAY OF A GRAVELED ROAD.  IT IS 63.4 FEET EAST OF
 GF0660'A POWERLINE POLE, 33 FEET EAST OF THE CENTER OF THE GRAVELED
 GF0660'ROAD, 13 FEET WEST OF A FENCE AND 12 FEET WEST OF A WITNESS
 GF0660'POST.
 GF0660'
 GF0660'TO REACH THE STATION FROM THE CROSSROADS ON U.S. HIGHWAY
 GF0660'62 AT THE NORTH EDGE OF VIOLA, GO WEST ON HIGHWAY 62 FOR 7.7 MILES
 GF0660'TO THE GAPP POST OFFICE ON THE RIGHT, CONTINUE WEST ON THE HIGHWAY
 GF0660'FOR 2.8 MILES TO A T-JUNCTION AT A SIGN NEWTON-HAND TURN
 GF0660'LEFT AND GO SOUTHWESTERLY ON A GRAVELED ROAD FOR 5.85 MILES
 GF0660'TO A STORE ON THE RIGHT, BEAR LEFT AND CONTINUE SOUTHERLY FOR
 GF0660'1.25 MILES TO A CHURCH AND THE AZIMUTH MARK ON THE RIGHT,
 GF0660'CONTINUE SOUTH 0.3 MILE TO THE STATION ON THE LEFT.
 GF0660'
 GF0660'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GF0660'WOLF 1953.
 GF0660'
 GF0660'REFERENCE MARK 1 IS 39 FEET EAST OF THE CENTER OF THE ROAD
 GF0660'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND
 GF0660'THE DISK IS STAMPED WOLF NO 1 1953.
 GF0660'
 GF0660'REFERENCE MARK 2 IS 21 FEET WEST OF THE CENTER OF THE ROAD,
 GF0660'9 FEET NORTHEAST OF THE POWERLINE POLE AND 1 FOOT EAST OF
 GF0660'A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GF0660'WOLF NO 2 1953.
 GF0660'
 GF0660'THE AZIMUTH MARK IS ABOUT 100 FEET SOUTH OF THE CHURCH, 22
 GF0660'FEET WEST OF THE CENTER OF THE ROAD, 8 FEET SOUTH OF A
 GF0660'POWERLINE POLE AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK
 GF0660'PROJECTS 6 INCHES AND THE DISK IS STAMPED WOLF 1953.
 GF0660'
 GF0660'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0660
 GF0660                          STATION RECOVERY (1964)
 GF0660
 GF0660'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 GF0660'STATION MARK PUSHED ON ITS SIDE BY BULLDOZER, ABOUT 3 FEET
 GF0660'OUT OF PLUMB.  REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION.
 GF0660'AZIMUTH MARK WAS PULLED OUT OF GROUND AND LAYING NEXT TO
 GF0660'POWER POLE.
 GF0660'
 GF0660'TO REACH IS ADEQUATE.
 GF0660
 GF0660                          STATION RECOVERY (1965)
 GF0660
 GF0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0660'THE SURFACE STATION MARK WAS FOUND TO BE TILTED BUT THE
 GF0660'UNDERGROUND MARK FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 GF0660'HAD BEEN DESTROYED.  REFERENCE MARKS RECOVERED IN GOOD CONDITION
 GF0660'AND AS DESCRIBED.
 GF0660'
 GF0660'THE SURFACE STATION MARK WAS RESET BY PLUMBING OVER THE
 GF0660'UNDERGROUND MARK THEN THE DISK WAS RESTAMPED WOLF 1953 1965.
 GF0660'
 GF0660'DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 GF0660'
 GF0660'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0821 ***********************************************************************
 EK0821  DESIGNATION -  WOLF PINNACLE LOOKOUT TOWER
 EK0821  PID         -  EK0821
 EK0821  STATE/COUNTY-  AR/POLK
 EK0821  USGS QUAD   -  Y CITY (1975)
 EK0821
 EK0821                         *CURRENT SURVEY CONTROL
 EK0821  ___________________________________________________________________
 EK0821* NAD 83(1997)-  34 41 34.88323(N)    094 07 14.74309(W)     ADJUSTED  
 EK0821* NAVD 88     -                                                        
 EK0821  ___________________________________________________________________
 EK0821  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 EK0821  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 EK0821
 EK0821  HORZ ORDER  -  THIRD
 EK0821
 EK0821.The horizontal coordinates were established by classical geodetic methods
 EK0821.and adjusted by the National Geodetic Survey in September 1999..
 EK0821
 EK0821
 EK0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0821
 EK0821.The geoid height was determined by GEOID03.
 EK0821
 EK0821;                    North         East     Units Scale Factor Converg.
 EK0821;SPC AR S     -   626,766.981   205,696.208   MT  0.99998441   -1 11 13.1
 EK0821;SPC AR S     - 2,056,318.00    674,854.98   sFT  0.99998441   -1 11 13.1
 EK0821;SPC AR N     -    41,998.146   205,683.437   MT  1.00005592   -1 14 02.7
 EK0821;SPC AR N     -   137,788.92    674,813.08   sFT  1.00005592   -1 14 02.7
 EK0821;UTM  15      - 3,839,572.861   397,345.816   MT  0.99972988   -0 38 16.7
 EK0821
 EK0821                          SUPERSEDED SURVEY CONTROL
 EK0821
 EK0821  NAD 83(1997)-  34 41 34.88792(N)    094 07 14.74254(W) AD(       ) 4
 EK0821  NAD 83(1986)-  34 41 34.88924(N)    094 07 14.73688(W) AD(       ) 4
 EK0821  NAD 27      -  34 41 34.51300(N)    094 07 13.99100(W) AD(       ) 3
 EK0821
 EK0821.Superseded values are not recommended for survey control.
 EK0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0821.See file dsdata.txt to determine how the superseded data were derived.
 EK0821
 EK0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9734639573(NAD 83)
 EK0821_MARKER: 57 = LOOKOUT TOWER
 EK0821
 EK0821  HISTORY     - Date     Condition        Report By
 EK0821  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0821
 EK0821                          STATION DESCRIPTION
 EK0821
 EK0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0821'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF MENA,
 EK0821'ON A PROMINENT POINT KNOWN AS WOLF PINNACLE.  IT IS A 4 LEGGED
 EK0821'STEEL STRUCTURE, WITH AN ENCLOSED CABIN AT THE TOP AND
 EK0821'APPROXIMATELY 90 FEET HIGH.
 EK0821'
 EK0821'THE POINT INTERSECTED WAS THE CENTER OF THE TOWER.
 EK0821'
 EK0821'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE
 EK0821'HIGHWAY 8 IN MENA, GO NORTHERLY ON HIGHWAY 71 FOR 1.7 MILES
 EK0821'TO THE JUNCTION OF HIGHWAYS 71 AND 88, KEEP LEFT ON HIGHWAY
 EK0821'71 FOR 3.7 MILES TO THE JUNCTION OF HIGHWAYS 270 AND 71, KEEP
 EK0821'RIGHT ON HIGHWAYS 270 AND 71 FOR 5.85 MILES TO A FOREST
 EK0821'SERVICE ROAD RIGHT AT SIGN WOLF PINNACLE.  HERE TURN RIGHT
 EK0821'ON FOREST ROAD FOR 4.6 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2000 ***********************************************************************
 DK2000  DESIGNATION -  WOLFF
 DK2000  PID         -  DK2000
 DK2000  STATE/COUNTY-  AR/DESHA
 DK2000  USGS QUAD   -  MC ARTHUR (1981)
 DK2000
 DK2000                         *CURRENT SURVEY CONTROL
 DK2000  ___________________________________________________________________
 DK2000* NAD 83(1997)-  33 39 55.37868(N)    091 21 59.08525(W)     ADJUSTED  
 DK2000* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 DK2000  ___________________________________________________________________
 DK2000  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 DK2000  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK2000
 DK2000  HORZ ORDER  -  FIRST
 DK2000
 DK2000.The horizontal coordinates were established by classical geodetic methods
 DK2000.and adjusted by the National Geodetic Survey in September 1999..
 DK2000
 DK2000.The orthometric height was scaled from a topographic map.
 DK2000
 DK2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2000
 DK2000.The geoid height was determined by GEOID03.
 DK2000
 DK2000;                    North         East     Units Scale Factor Converg.
 DK2000;SPC AR S     -   510,951.859   458,758.399   MT  0.99993908   +0 21 16.6
 DK2000;SPC AR S     - 1,676,347.89  1,505,109.85   sFT  0.99993908   +0 21 16.6
 DK2000;UTM  15      - 3,726,252.391   651,455.178   MT  0.99988280   +0 54 20.7
 DK2000
 DK2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2000!SPC AR S     -   0.99999723  x   0.99993908  =   0.99993631
 DK2000!UTM  15      -   0.99999723  x   0.99988280  =   0.99988003
 DK2000
 DK2000:                Primary Azimuth Mark                     Grid Az
 DK2000:SPC AR S     -  ARKANSAS CITY MUNICIPAL TANK             112 13 45.0
 DK2000:UTM  15      -  ARKANSAS CITY MUNICIPAL TANK             111 40 40.9
 DK2000
 DK2000|---------------------------------------------------------------------|
 DK2000| PID    Reference Object                     Distance      Geod. Az  |
 DK2000|                                                           dddmmss.s |
 DK2000| DK1997 ARKANSAS CITY MUNICIPAL TANK        APPROX.17.4 KM 1123501.6 |
 DK2000| CY7189 WOLFF RM 1                           34.454 METERS 12445     |
 DK2000| CY7188 WOLFF AZ MK                                        1630146.7 |
 DK2000| DK2008 MCGEHEE ARK P AND L CO TANK         APPROX. 4.8 KM 2161021.9 |
 DK2000| DK2010 MCGEHEE FED COMPRESS CO TANK        APPROX. 4.1 KM 2164148.9 |
 DK2000| CY7190 WOLFF RM 2                           43.330 METERS 24004     |
 DK2000| DK2011 TILLAR MUNICIPAL TANK               APPROX. 9.6 KM 3040552.5 |
 DK2000|---------------------------------------------------------------------|
 DK2000
 DK2000                          SUPERSEDED SURVEY CONTROL
 DK2000
 DK2000  NAD 83(1997)-  33 39 55.38431(N)    091 21 59.07998(W) AD(       ) 1
 DK2000  NAD 83(1986)-  33 39 55.38725(N)    091 21 59.08073(W) AD(       ) 1
 DK2000  NAD 27      -  33 39 54.99200(N)    091 21 58.65000(W) AD(       ) 1
 DK2000
 DK2000.Superseded values are not recommended for survey control.
 DK2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2000.See file dsdata.txt to determine how the superseded data were derived.
 DK2000
 DK2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5145526252(NAD 83)
 DK2000_MARKER: DS = TRIANGULATION STATION DISK
 DK2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2000
 DK2000  HISTORY     - Date     Condition        Report By
 DK2000  HISTORY     - 1939     MONUMENTED       CGS
 DK2000  HISTORY     - 1940     GOOD             CGS
 DK2000  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK2000
 DK2000                          STATION DESCRIPTION
 DK2000
 DK2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DK2000'STATION IS IN THE SE 1/4 OF SEC. 11, T 12 S, R 3 W, ABOUT 30
 DK2000'FEET N OF THE LINE BETWEEN SEC. 11 AND 14, ON THE WOLFF PLANTATION
 DK2000'ABOUT 2 MILES NE OF MC GEHEE.
 DK2000'
 DK2000'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK2000'BRONZE DISKS SET IN CONCRETE.
 DK2000'
 DK2000'REFERENCE MARK NO. 1 IS SE OF STATION ON S BANK OF ROAD DITCH,
 DK2000'3 FEET S OF EDGE OF BANK, 28 FEET S OF CENTER LINE OF ROAD.
 DK2000'MARK PROJECTS ABOUT 6 INCHES.  REFERENCE MARK NO. 2 IS SW
 DK2000'OF STATION ON S BANK OF ROAD DITCH, 3 FEET S OF EDGE OF BANK,
 DK2000'29 FEET S OF CENTER LINE OF ROAD.  MARK PROJECTS ABOUT 6 INCHES.
 DK2000'
 DK2000'AZIMUTH MARK IS 0.3 MILE S OF STATION, 40 PACES NE OF RAILROAD
 DK2000'CROSSING MENTIONED IN STATION DESCRIPTION, 32 FEET S OF CENTER
 DK2000'LINE OF ROAD, 64 FEET E OF OAK TREE, 12 FEET N OF E AND W
 DK2000'FENCE LINE.  MARK PROJECTS ABOUT 4 INCHES.
 DK2000'
 DK2000'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 65 AND STATE
 DK2000'ROUTE NO. 1 GO E ON STATE ROUTE NO. 1 FOR 2.85 MILES TO
 DK2000'CROSSROADS AT SMALL STORE, TURN LEFT N ACROSS RAILROAD TRACKS
 DK2000'ON DIRT ROAD AND GO N FOR 0.3 MILE TO CROSSROADS, TURN LEFT
 DK2000'(W) ON DIRT ROAD AND GO 0.1 MILE TO STATION ON RIGHT (N).
 DK2000'STATION MARK IS 63 FEET SE OF BRICK CHIMNEY ON E END OF HOUSE,
 DK2000'44 FEET E OF CHINA BERRY TREE IN FRONT YARD OF HOUSE, 39 FEET
 DK2000'N OF CENTER LINE OF E AND W ROAD.  MARK IS 14 INCHES BELOW
 DK2000'GROUND.
 DK2000'
 DK2000'A 116-FOOT TOWER IS NEEDED TO SEE A 126-FOOT TOWER AT ARKANSAS
 DK2000'CITY MAGNETIC, AND POLK.
 DK2000'
 DK2000'A 90-FOOT TOWER IS NEEDED TO SEE 116-FOOT TOWER AT DERMOTT
 DK2000'AND MC GEHEE.
 DK2000'
 DK2000'A 100-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT COMINTO AND
 DK2000'SELMA.
 DK2000
 DK2000                          STATION RECOVERY (1940)
 DK2000
 DK2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2000'STATION IS ON THE WOLFF PLANTATION ABOUT 3 MILES NE OF MC GEHEE
 DK2000'(AIR LINE) AND ABOUT 6 MILES (AIR LINE) SE OF TILLAR.
 DK2000'
 DK2000'SURFACE, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 DK2000'CONDITION AND ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 DK2000'
 DK2000'REFERENCE MARK NO. 1 IS SE OF STATION ON S BANK OF ROAD DITCH,
 DK2000'3 FEET S OF EDGE OF BANK, 28 FEET S OF CENTER LINE OF ROAD,
 DK2000'PROJECTS ABOUT 6 INCHES.  REFERENCE MARK NO. 2 IS SW OF STATION
 DK2000'ON S BANK OF ROAD DITCH, 3 FEET S OF EDGE OF BANK, 29 FEET S
 DK2000'OF CENTER LINE OF ROAD, PROJECTS ABOUT 6 INCHES.  THE REFERENCE
 DK2000'MARKS ARE AT THE SAME ELEVATION AS THE STATION MARK.
 DK2000'
 DK2000'AZIMUTH MARK IS 0.3 MILE S OF STATION, 120 FEET NE OF RAILROAD
 DK2000'CROSSING MENTIONED IN STATION DESCRIPTION, 32 FEET S OF CENTER
 DK2000'LINE OF ROAD, AND 12 FEET N OF E AND W FENCE LINE.  MARK IS 4
 DK2000'FEET NW OF WHITE WITNESS POST AND PROJECTS ABOUT 4 INCHES ABOVE
 DK2000'THE GROUND.
 DK2000'
 DK2000'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 65 AND ARKANSAS
 DK2000'ROUTE NO. 1 IN MC GEHEE, GO E ON STATE ROUTE NO. 1 FOR 2.85
 DK2000'MILES TO CROSSROADS AT SMALL STORE, TURN LEFT (N) ACROSS RAILROAD
 DK2000'TRACKS ON DIRT ROAD AND GO N FOR 0.3 MILE TO CROSSROADS, TURN
 DK2000'LEFT (W) ON DIRT ROAD AND GO 0.1 MILE TO STATION ON RIGHT (N).
 DK2000'MARK IS 63 FEET SE OF BASE OF OLD CHIMNEY, 44 FEET E OF CHINA
 DK2000'BERRY TREE, 39 FEET N OF CENTER LINE OF E AND W ROAD, AND IS
 DK2000'14 INCHES BELOW GROUND.
 DK2000'
 DK2000'STATION OBSERVED FROM 126-FOOT TOWER.
 DK2000'
 DK2000'THE 1939 DESCRIPTION GIVES THE DISTANCE FROM MC GEHEE AS 2
 DK2000'MILES.  THE ACTUAL DISTANCE IS 3 MILES.  THE HOUSE MENTIONED
 DK2000'IN THE 1939 DESCRIPTION HAS BEEN DESTROYED BUT THE BASE OF
 DK2000'THE CHIMNEY STILL REMAINS.  THE 1940 MEASURED DISTANCES WERE
 DK2000'CAREFULLY MADE OVER LINE OF STAKES BETWEEN MARKS.
 DK2000
 DK2000                          STATION RECOVERY (1978)
 DK2000
 DK2000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JHS)
 DK2000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2998 ***********************************************************************
 EH2998  DESIGNATION -  WOOD
 EH2998  PID         -  EH2998
 EH2998  STATE/COUNTY-  AR/JEFFERSON
 EH2998  USGS QUAD   -  REYDELL (1975)
 EH2998
 EH2998                         *CURRENT SURVEY CONTROL
 EH2998  ___________________________________________________________________
 EH2998* NAD 83(1997)-  34 09 29.45340(N)    091 37 15.86381(W)     ADJUSTED  
 EH2998* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 EH2998  ___________________________________________________________________
 EH2998  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 EH2998  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EH2998
 EH2998  HORZ ORDER  -  SECOND
 EH2998
 EH2998.The horizontal coordinates were established by classical geodetic methods
 EH2998.and adjusted by the National Geodetic Survey in September 1999..
 EH2998
 EH2998.The orthometric height was scaled from a topographic map.
 EH2998
 EH2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2998
 EH2998.The geoid height was determined by GEOID03.
 EH2998
 EH2998;                    North         East     Units Scale Factor Converg.
 EH2998;SPC AR S     -   565,492.131   434,939.194   MT  0.99992079   +0 12 43.5
 EH2998;SPC AR S     - 1,855,285.43  1,426,963.01   sFT  0.99992079   +0 12 43.5
 EH2998;UTM  15      - 3,780,553.967   627,108.942   MT  0.99979916   +0 46 27.6
 EH2998
 EH2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2998!SPC AR S     -   0.99999422  x   0.99992079  =   0.99991501
 EH2998!UTM  15      -   0.99999422  x   0.99979916  =   0.99979338
 EH2998
 EH2998|---------------------------------------------------------------------|
 EH2998| PID    Reference Object                     Distance      Geod. Az  |
 EH2998|                                                           dddmmss.s |
 EH2998| CY7192 WOOD RM 1                            29.812 METERS 01017     |
 EH2998| CY7193 WOOD RM 2                            27.048 METERS 08053     |
 EH2998| CY7191 WOOD AZ MK                                         0870927.6 |
 EH2998|---------------------------------------------------------------------|
 EH2998
 EH2998                          SUPERSEDED SURVEY CONTROL
 EH2998
 EH2998  NAD 83(1986)-  34 09 29.46148(N)    091 37 15.85793(W) AD(       ) 2
 EH2998  NAD 27      -  34 09 29.10464(N)    091 37 15.40010(W) AD(       ) 2
 EH2998
 EH2998.Superseded values are not recommended for survey control.
 EH2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2998.See file dsdata.txt to determine how the superseded data were derived.
 EH2998
 EH2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT2710980554(NAD 83)
 EH2998_MARKER: DS = TRIANGULATION STATION DISK
 EH2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2998
 EH2998  HISTORY     - Date     Condition        Report By
 EH2998  HISTORY     - 1965     MONUMENTED       CGS
 EH2998  HISTORY     - 1963     GOOD             CGS
 EH2998
 EH2998                          STATION DESCRIPTION
 EH2998
 EH2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 EH2998'THE STATION IS LOCATED ON A LEVEE ABOUT 3 MILES WEST OF REYDEL,
 EH2998'2 MILES NORTH OF THE ARKANSAS RIVER AND 1 MILE SOUTH OF
 EH2998'STATE HIGHWAY 88.
 EH2998'
 EH2998'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 EH2998'AND 152, 2.0 MILES EAST OF LODGE CORNER, GO SOUTH OF STATE
 EH2998'HIGHWAY 11 FOR 6.15 MILES TO WHERE STATE HIGHWAY 11 TURNS RIGHT
 EH2998'AND A DIRT ROAD GOES STRAIGHT AHEAD. TURN RIGHT AND FOLLOW
 EH2998'STATE HIGHWAY 11 WESTERLY FOR 6.7 MILES TO THE END OF STATE
 EH2998'HIGHWAY 11 IN REYDEL. TURN RIGHT AND GO WESTERLY ON STATE
 EH2998'HIGHWAY 88 FOR 3.4 MILES TO A SIDE ROAD LEFT. TURN LEFT, GO
 EH2998'SOUTH ON A DIRT FIELD ROAD, PASSING SEVERAL FARM BUILDINGS,
 EH2998'FOR 0.25 MILE TO A FORK. TAKE THE RIGHT FORK, PASS
 EH2998'THROUGH A LARGE WOODEN GATE, FOLLOW THE GRAVELED ROAD SOUTH TO
 EH2998'THE TOP OF THE LEVEE SOUTHEASTERLY FOR 0.35 MILE TO A WIRE
 EH2998'GATE. PASS THROUGH THE GATE AND CONTINUE SOUTHERLY ON THE
 EH2998'LEVEE ROAD FOR 0.3 MILE TO WHERE THE MAIN LEVEE TURNS
 EH2998'EAST AND THE STATION AS DESCRIBED.
 EH2998'
 EH2998'THE STATION MARKS ARE STANDARD DISKS STAMPED WOOD 1965. THE
 EH2998'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 EH2998'WHICH IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 EH2998'SURFACE. IT IS 37 FEET SOUTH OF THE CENTER OF THE LEVEE ROAD
 EH2998'WHERE IT TURNS, 36 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE
 EH2998'AND 14 FEET NORTHWEST OF A WIRE FENCE. THE UNDERGROUND DISK IS
 EH2998'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 EH2998'BELOW THE SURFACE OF THE GROUND.
 EH2998'
 EH2998'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WOOD NO 1 1965,
 EH2998'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 EH2998'INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 EH2998'IT IS 80 FEET NORTH OF THE CENTER OF A WIRE GATE, 68 FEET
 EH2998'NORTHWEST OF A WIRE FENCE AND 13.5 FEET EAST OF THE CENTER OF THE
 EH2998'LEVEE ROAD.
 EH2998'
 EH2998'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WOOD NO 2 1965,
 EH2998'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 EH2998'INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 EH2998'IT IS 56.5 FEET EAST OF THE CENTER OF A WIRE GATE, 47.6 FEET
 EH2998'SOUTHEAST OF A WIRE FENCE AND 14 FEET NORTH OF THE CENTER
 EH2998'OF THE LEVEE ROAD.
 EH2998'
 EH2998'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE LEVEE
 EH2998'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTHWEST,
 EH2998'SIDE OF THE ROAD.
 EH2998'
 EH2998'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WOOD 1965, SET IN
 EH2998'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 EH2998'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE. IT IS 92 FEET
 EH2998'NORTHEAST OF THE CENTER OF THE JUNCTION OF A SPUR LEVEE,
 EH2998'11 FEET NORTHWEST OF THE CENTER OF THE MAIN LEVEE ROAD AND
 EH2998'1.9 FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH A
 EH2998'SIGN ATTACHED.
 EH2998'
 EH2998'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION
 EH2998'
 EH2998'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2998
 EH2998                          STATION RECOVERY (1963)
 EH2998
 EH2998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2998'STATION, THE AZIMUTH MARK AND THE REFERENCE MARKS WERE RECOVERED IN
 EH2998'GOOD CONDITION.  THE ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1254 ***********************************************************************
 DL1254  DESIGNATION -  WOODLAWN
 DL1254  PID         -  DL1254
 DL1254  STATE/COUNTY-  AR/CLEVELAND
 DL1254  USGS QUAD   -  CALMER (1985)
 DL1254
 DL1254                         *CURRENT SURVEY CONTROL
 DL1254  ___________________________________________________________________
 DL1254* NAD 83(1997)-  33 58 16.03044(N)    092 02 29.75914(W)     ADJUSTED  
 DL1254* NAVD 88     -        85.20   (+/-2cm)     279.5    (feet)  VERTCON   
 DL1254  ___________________________________________________________________
 DL1254  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DL1254  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DL1254
 DL1254  HORZ ORDER  -  SECOND
 DL1254  VERT ORDER  -  THIRD ? (See Below)
 DL1254
 DL1254.The horizontal coordinates were established by classical geodetic methods
 DL1254.and adjusted by the National Geodetic Survey in September 1999..
 DL1254
 DL1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1254.The vertical order pertains to the NGVD 29 superseded value.
 DL1254
 DL1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1254
 DL1254.The geoid height was determined by GEOID03.
 DL1254
 DL1254;                    North         East     Units Scale Factor Converg.
 DL1254;SPC AR S     -   544,680.353   396,155.826   MT  0.99991908   -0 01 23.8
 DL1254;SPC AR S     - 1,787,005.46  1,299,721.24   sFT  0.99991908   -0 01 23.8
 DL1254;UTM  15      - 3,759,367.573   588,537.689   MT  0.99969663   +0 32 08.0
 DL1254
 DL1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1254!SPC AR S     -   0.99999069  x   0.99991908  =   0.99990977
 DL1254!UTM  15      -   0.99999069  x   0.99969663  =   0.99968732
 DL1254
 DL1254:                Primary Azimuth Mark                     Grid Az
 DL1254:SPC AR S     -  ARKANSAS FORESTRY COMM LOT 76            000 23 15.7
 DL1254:UTM  15      -  ARKANSAS FORESTRY COMM LOT 76            359 49 43.9
 DL1254
 DL1254|---------------------------------------------------------------------|
 DL1254| PID    Reference Object                     Distance      Geod. Az  |
 DL1254|                                                           dddmmss.s |
 DL1254| EJ1802 ARKANSAS FORESTRY COMM LOT 76       APPROX. 5.6 KM 0002151.9 |
 DL1254| CY7195 WOODLAWN RM 1                        29.758 METERS 07441     |
 DL1254| DK2110 GLENDALE STANDARD OIL WATER TK      APPROX. 7.8 KM 0983628.2 |
 DL1254| CY7196 WOODLAWN RM 2                        26.846 METERS 34255     |
 DL1254| CY7194 WOODLAWN AZ MK                                     3431112.3 |
 DL1254|---------------------------------------------------------------------|
 DL1254
 DL1254                          SUPERSEDED SURVEY CONTROL
 DL1254
 DL1254  NAD 83(1986)-  33 58 16.04016(N)    092 02 29.75211(W) AD(       ) 2
 DL1254  NAD 27      -  33 58 15.67933(N)    092 02 29.24581(W) AD(       ) 2
 DL1254  NGVD 29 (07/19/86)   85.28   (m)          279.8    (f) LEVELING    3  
 DL1254
 DL1254.Superseded values are not recommended for survey control.
 DL1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1254.See file dsdata.txt to determine how the superseded data were derived.
 DL1254
 DL1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8853859368(NAD 83)
 DL1254_MARKER: DS = TRIANGULATION STATION DISK
 DL1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1254_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1254
 DL1254  HISTORY     - Date     Condition        Report By
 DL1254  HISTORY     - 1964     MONUMENTED       CGS
 DL1254
 DL1254                          STATION DESCRIPTION
 DL1254
 DL1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1254'THE STATION IS ABOUT 8-1/2 MILES EAST AND 3/4 MILE NORTH OF
 DL1254'RISON, 2-1/2 MILES NORTH OF CALMER IN THE NORTHWEST 1/4 OF
 DL1254'SECTION 4, T 9 S, R, 9 W. AND ON THE HIGHWAY RIGHT-OF-WAY.
 DL1254'IT IS 5 FEET SOUTHWEST OF A WITNESS POST, 32 FEET EAST OF A
 DL1254'15 INCH HICKORY TREE, 46 FEET WEST OF THE CENTERLINE OF STATE
 DL1254'HIGHWAY 15, 68 FEET NORTHEAST OF A POWER POLE AND 149 FEET
 DL1254'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE.  THE
 DL1254'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED WOODLAWN
 DL1254'1964.
 DL1254'
 DL1254'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 114 IN
 DL1254'CALMER GO NORTHERLY ON HIGHWAY 15 FOR 2.05 MILES TO THE WOODLAWN
 DL1254'SCHOOL ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.35 MILE
 DL1254'TO THE STATION ON THE LEFT.
 DL1254'
 DL1254'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 DL1254'15 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 DL1254'
 DL1254'REFERENCE MARK 1 IS 7 FEET WEST OF A WIRE FENCE, 51 FEET
 DL1254'EAST OF THE CENTERLINE OF HIGHWAY 15 AND 94 FEET EAST OF THE
 DL1254'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 DL1254'IS STAMPED WOODLAWN NO 1 1964.
 DL1254'
 DL1254'REFERENCE MARK 2 IS 41 FEET WEST OF THE CENTERLINE OF HIGHWAY
 DL1254'15, 85 FEET NORTH OF THE WITNESS POST AND 110 FEET SOUTH OF THE
 DL1254'CENTERLINE OF A TRACK ROAD.  THE MONUMENT PROJECTS 3 INCHES
 DL1254'AND THE DISK IS STAMPED WOODLAWN NO 2 1964.
 DL1254'
 DL1254'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A WITNESS POST, 34 FEET
 DL1254'WEST OF A WIRE FENCE AND 42 FEET EAST OF THE CENTERLINE OF
 DL1254'HIGHWAY 15.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 DL1254'STAMPED WOODLAWN 1964.
 DL1254'
 DL1254'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1713 ***********************************************************************
 FG1713  DESIGNATION -  WOOSTER
 FG1713  PID         -  FG1713
 FG1713  STATE/COUNTY-  AR/FAULKNER
 FG1713  USGS QUAD   -  GREENBRIER (1994)
 FG1713
 FG1713                         *CURRENT SURVEY CONTROL
 FG1713  ___________________________________________________________________
 FG1713* NAD 83(1997)-  35 12 46.93335(N)    092 27 15.12352(W)     ADJUSTED  
 FG1713* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 FG1713  ___________________________________________________________________
 FG1713  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 FG1713  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FG1713
 FG1713  HORZ ORDER  -  FIRST
 FG1713
 FG1713.The horizontal coordinates were established by classical geodetic methods
 FG1713.and adjusted by the National Geodetic Survey in September 1999..
 FG1713
 FG1713.The orthometric height was scaled from a topographic map.
 FG1713
 FG1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1713
 FG1713.The geoid height was determined by GEOID03.
 FG1713
 FG1713;                    North         East     Units Scale Factor Converg.
 FG1713;SPC AR N     -    97,690.967   358,646.508   MT  0.99995679   -0 15 51.5
 FG1713;SPC AR N     -   320,507.78  1,176,659.42   sFT  0.99995679   -0 15 51.5
 FG1713;UTM  15      - 3,896,804.912   549,675.889   MT  0.99963041   +0 18 53.0
 FG1713
 FG1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1713!SPC AR N     -   0.99998197  x   0.99995679  =   0.99993876
 FG1713!UTM  15      -   0.99998197  x   0.99963041  =   0.99961239
 FG1713
 FG1713|---------------------------------------------------------------------|
 FG1713| PID    Reference Object                     Distance      Geod. Az  |
 FG1713|                                                           dddmmss.s |
 FG1713| CI2823 WOOSTER RM 1                         22.740 METERS 05014     |
 FG1713| CI2822 WOOSTER AZ MK                                      1975045.6 |
 FG1713| CI2824 WOOSTER RM 2                         22.168 METERS 29633     |
 FG1713|---------------------------------------------------------------------|
 FG1713
 FG1713                          SUPERSEDED SURVEY CONTROL
 FG1713
 FG1713  NAD 83(1986)-  35 12 46.95092(N)    092 27 15.11545(W) AD(       ) 1
 FG1713  NAD 27      -  35 12 46.65100(N)    092 27 14.54900(W) AD(       ) 1
 FG1713
 FG1713.Superseded values are not recommended for survey control.
 FG1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1713.See file dsdata.txt to determine how the superseded data were derived.
 FG1713
 FG1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4967696805(NAD 83)
 FG1713_MARKER: DS = TRIANGULATION STATION DISK
 FG1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1713
 FG1713  HISTORY     - Date     Condition        Report By
 FG1713  HISTORY     - 1940     MONUMENTED       CGS
 FG1713  HISTORY     - 1954     GOOD             CGS
 FG1713  HISTORY     - 1967     GOOD             CGS
 FG1713
 FG1713                          STATION DESCRIPTION
 FG1713
 FG1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (AMS)
 FG1713'STATION IS LOCATED ON A TIMBERED RIDGE ABOUT 8 MILES N OF CONWAY
 FG1713'AND ABOUT 1 MILE NE OF WOOSTER.
 FG1713'
 FG1713'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FG1713'DISKS SET IN CONCRETE.
 FG1713'
 FG1713'STATION MARK PROJECTS 6 INCHES AND IS 28 FEET S OF A
 FG1713'TRIANGLE-BLAZED 12-INCH OAK TREE, 35 FEET W OF A TRIANGLE-BLAZED
 FG1713'18-INCH OAK TREE, 5 FEET S OF A WHITE REFERENCE POST AND 17
 FG1713'FEET NW OF AN 18-INCH OAK TREE.
 FG1713'
 FG1713'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS 27 FEET SW OF
 FG1713'AN 8-INCH OAK TREE, 6 FEET W OF A 3-INCH OAK TREE AND IS
 FG1713'ON THE SAME LEVEL AS THE STATION.
 FG1713'
 FG1713'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND IS 25 FEET E OF
 FG1713'A 12-INCH OAK TREE, 30 FEET N OF A 10-INCH OAK TREE AND IS
 FG1713'ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1713'
 FG1713'THE AZIMUTH MARK IS SET ON THE W SIDE OF U.S. HIGHWAY 65
 FG1713'ABOUT 0.7 MILE SSW OF THE STATION.  THE MARK PROJECTS 6 INCHES
 FG1713'AND IS 26 FEET S OF THE CENTER OF A DIRT ROAD, 72 FEET W OF
 FG1713'THE CENTER OF U.S. HIGHWAY 65, 44 FEET SW OF A STONE-WALLED
 FG1713'CULVERT AND 2.6 FEET N OF A WHITE REFERENCE POST.
 FG1713'
 FG1713'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 FG1713'AND STATE HIGHWAY 25 IN THE TOWN OF WOOSTER, GO N ON U.S.
 FG1713'HIGHWAY 65 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT (W)
 FG1713'SIDE OF THE HIGHWAY, CONTINUE 0.45 MILE TO A DIRT ROAD RIGHT
 FG1713'AT A CURVE IN THE HIGHWAY, FOLLOW DIRT ROAD N AND NE 0.45 MILE
 FG1713'TO A TRIANGLE-BLAZED OAK TREE AND A WIRE GATE IN A FENCE ON
 FG1713'THE RIGHT (E) SIDE OF THE ROAD, TURN RIGHT THROUGH GATE AND
 FG1713'FOLLOW DIM ROAD 0.05 MILE TO A FORK, TAKE RIGHT FORK AND
 FG1713'GO 0.15 MILE TO CREST OF RIDGE AND STATION NEAR TWO
 FG1713'TRIANGLE-BLAZED OAK TREES.
 FG1713'
 FG1713'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FG1713
 FG1713                          STATION RECOVERY (1954)
 FG1713
 FG1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FG1713'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FG1713'THE WITNESS POSTS, THAT MARKED THE STATION AND AZIMUTH MARKS,
 FG1713'HAVE BEEN DESTROYED.  A COMPLETE NEW TO REACH FOLLOWS-
 FG1713'
 FG1713'TO REACH THE STATION FROM THE CROSSROAD IN THE N EDGE OF
 FG1713'WOOSTER, GO N ON AN OLD HARD-SURFACED HIGHWAY FOR 0.3 MI. TO
 FG1713'THE AZIMUTH MARK ON THE LEFT, CONTINUE N FOR 0.4 MI. TO A SIDE
 FG1713'ROAD ON THE RIGHT, TURN RIGHT UPHILL FOR 0.15 MI. TO A FORK,
 FG1713'TAKE THE RIGHT FORK AND GO 0.15 MI. TO A WIRE GATE ON THE
 FG1713'RIGHT, TURN RIGHT THROUGH THE GATE ON A TRACK ROAD, KEEPING
 FG1713'TO THE N OF A CULTIVATED FIELD, FOR 0.1 MI. TO A FENCE, TURN
 FG1713'RIGHT AND FOLLOW THE FENCE TO THE TOP OF THE HILL, THENCE
 FG1713'RIGHT FOR ABOUT 500 FT. TO THE STATION IN AN OPEN CULTIVATED
 FG1713'FIELD.
 FG1713'
 FG1713'THIS STATION WAS NOT OCCUPIED IN 1954.
 FG1713
 FG1713                          STATION RECOVERY (1967)
 FG1713
 FG1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FG1713'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FG1713'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  FOLLOWING
 FG1713'IS A NEW AND COMPLETE DESCRIPTION.
 FG1713'
 FG1713'STATION IS LOCATED ABOUT 8 MILES NORTH OF CONWAY, 5 MILES
 FG1713'WEST OF GREENBRIER, 1 MILE NORTHEAST OF WOOSTER AND ON A
 FG1713'HIGH TIMBER COVERED RIDGE.
 FG1713'
 FG1713'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S. HIGHWAY
 FG1713'IN THE SOUTH EDGE OF GREENBRIER, GO WESTERLY ON STATE HIGHWAY
 FG1713'25 FOR 4.8 MILES TO A CROSS ROAD IN THE VILLAGE OF WOOSTER.
 FG1713'TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.7 MILE TO A
 FG1713'FORK.  TAKE THE RIGHT FORK AND GO UP HILL, NORTHERLY ON GRADED
 FG1713'ROAD FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 FG1713'EASTERLY ON GRADED ROAD FOR 0.15 MILE TO A WIRE GATE ON THE
 FG1713'RIGHT.  TURN RIGHT AND PASS THROUGH THE GATE AND FOLLOW TRACK
 FG1713'ROAD SOUTHEAST FOR 0.1 MILE, THENCE SOUTHWEST ACROSS PASTURE
 FG1713'FOR 0.05 MILE TO THE HIGHEST PART OF THE RIDGE AND STATION.
 FG1713'
 FG1713'STATION MARK IS A STANDARD DISK, STAMPED WOOSTER 1940, SET IN
 FG1713'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 FG1713'IT IS ON THE HIGHEST POINT AND 1 FOOT NORTH OF A METAL WITNESS
 FG1713'POST.
 FG1713'
 FG1713'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WOOSTER NO 1 1940,
 FG1713'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1713'4 INCHES.  IT IS 1 FOOT SOUTH OF A METAL WITNESS POST AND
 FG1713'ABOUT 1 FOOT LOWER THAN THE STATION.
 FG1713'
 FG1713'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WOOSTER NO 2 1940,
 FG1713'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 FG1713'1 INCH.  IT IS 1 FOOT EAST OF A METAL WITNESS POST AND ABOUT
 FG1713'2 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1834 ***********************************************************************
 FF1834  DESIGNATION -  WORDON
 FF1834  PID         -  FF1834
 FF1834  STATE/COUNTY-  AR/WHITE
 FF1834  USGS QUAD   -  AUGUSTA SW (1981)
 FF1834
 FF1834                         *CURRENT SURVEY CONTROL
 FF1834  ___________________________________________________________________
 FF1834* NAD 83(1997)-  35 17 36.29063(N)    091 29 31.68376(W)     ADJUSTED  
 FF1834* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 FF1834  ___________________________________________________________________
 FF1834  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FF1834  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1834
 FF1834  HORZ ORDER  -  THIRD
 FF1834
 FF1834.The horizontal coordinates were established by classical geodetic methods
 FF1834.and adjusted by the National Geodetic Survey in September 1999..
 FF1834
 FF1834.The orthometric height was scaled from a topographic map.
 FF1834
 FF1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1834
 FF1834.The geoid height was determined by GEOID03.
 FF1834
 FF1834;                    North         East     Units Scale Factor Converg.
 FF1834;SPC AR N     -   106,631.742   446,193.445   MT  0.99994874   +0 17 43.9
 FF1834;SPC AR N     -   349,840.97  1,463,886.33   sFT  0.99994874   +0 17 43.9
 FF1834;UTM  15      - 3,906,624.869   637,107.567   MT  0.99983167   +0 52 16.8
 FF1834
 FF1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1834!SPC AR N     -   0.99999423  x   0.99994874  =   0.99994297
 FF1834!UTM  15      -   0.99999423  x   0.99983167  =   0.99982590
 FF1834
 FF1834:                Primary Azimuth Mark                     Grid Az
 FF1834:SPC AR N     -  GLAIZE                                   008 22 15.1
 FF1834:UTM  15      -  GLAIZE                                   007 47 42.2
 FF1834
 FF1834|---------------------------------------------------------------------|
 FF1834| PID    Reference Object                     Distance      Geod. Az  |
 FF1834|                                                           dddmmss.s |
 FF1834| FF1796 GLAIZE                              APPROX.23.8 KM 0083959.0 |
 FF1834| CI2827 WORDON RM 1                          28.185 METERS 04525     |
 FF1834| CI2826 WORDON AZ MK RESET                                 0900415.5 |
 FF1834| CI2828 WORDON RM 2                          29.130 METERS 13151     |
 FF1834| FF1841 BALD KNOB MUNICIPAL TANK            APPROX. 7.8 KM 2843050.4 |
 FF1834| CI2825 WORDON AZ MK                                       2973731.0 |
 FF1834|---------------------------------------------------------------------|
 FF1834
 FF1834                          SUPERSEDED SURVEY CONTROL
 FF1834
 FF1834  NAD 83(1986)-  35 17 36.30138(N)    091 29 31.68402(W) AD(       ) 3
 FF1834  NAD 27      -  35 17 35.99470(N)    091 29 31.21020(W) AD(       ) 3
 FF1834
 FF1834.Superseded values are not recommended for survey control.
 FF1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1834.See file dsdata.txt to determine how the superseded data were derived.
 FF1834
 FF1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3710806625(NAD 83)
 FF1834_MARKER: DS = TRIANGULATION STATION DISK
 FF1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1834
 FF1834  HISTORY     - Date     Condition        Report By
 FF1834  HISTORY     - 1954     MONUMENTED       CGS
 FF1834  HISTORY     - 1962     GOOD             CGS
 FF1834
 FF1834                          STATION DESCRIPTION
 FF1834
 FF1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1834'THE STATION IS IN SECTION 25, T 8 N, R 5 W, ABOUT 7.5 MILES
 FF1834'WEST OF AUGUSTA, 4.5 MILES EAST OF BALD KNOB, 0.1 MILE SOUTH
 FF1834'OF U.S. HIGHWAY 64, 0.05 MILE SOUTH OF A RAILROAD TRACK,
 FF1834'33 FEET NORTHEAST OF A 30-INCH OAK TREE, 30 FEET WEST OF
 FF1834'A WIRE FENCE, 29 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 FF1834'OLD SHED AND ON LAND OWNED BY D.J. WALLACE.
 FF1834'
 FF1834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FF1834'67 AND 64 AT THE NORTH EDGE OF TOWN IN BALD KNOB, GO EAST
 FF1834'ON U.S. HIGHWAY 64 FOR 4.2 MILES TO THE AZIMUTH MARK ON
 FF1834'THE LEFT AS DESCRIBED BELOW, CONTINUE EASTERLY ON THE HIGHWAY
 FF1834'FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (SOUTH)
 FF1834'CROSS RAILROAD TRACK, GO WEST ON THE SOUTH SIDE OF TRACK
 FF1834'FOR 0.05 MILE, TURN LEFT (SOUTH) FOR 0.05 MILE TO THE MARK
 FF1834'ON THE RIGHT AS DESCRIBED BELOW.
 FF1834'
 FF1834'THE STATION MARK IS 12-INCH BELOW THE SURFACE OF THE GROUND
 FF1834'AND THE DISK IS STAMPED WORDON 1954.
 FF1834'
 FF1834'REFERENCE MARK 1 IS 10 FEET EAST OF THE CENTER OF FARM DRIVEWAY,
 FF1834'6 FEET EAST OF A GATE POST, 2 FEET EAST OF A WHITE 4 IN X 4 IN
 FF1834'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 FF1834'PROJECTS 2 INCHES AND THE DISK IS STAMPED WORDON NO 1 1954.
 FF1834'
 FF1834'REFERENCE MARK 2 IS 30 FEET EAST OF THE CENTER OF FARM DRIVEWAY
 FF1834'AND 21 FEET NORTHEAST OF A 30-INCH OAK TREE.  THE MARK IS
 FF1834'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FF1834'WORDON NO 2 1954.
 FF1834'
 FF1834'THE AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FF1834'12 FEET WEST OF THE CENTER OF A FARM DRIVEWAY AND 3 FEET
 FF1834'EAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 FF1834'8 INCHES AND THE DISK IS STAMPED WORDON 1954.
 FF1834'
 FF1834'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF1834
 FF1834                          STATION RECOVERY (1962)
 FF1834
 FF1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 FF1834'THE STATION WAS RECOVERED AT THE VILLAGE OF WORDAN AND ALL
 FF1834'MARKS FOUND IN GOOD CONDITION.
 FF1834'
 FF1834'A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK OUT OF THE
 FF1834'WAY OF HIGHWAY CONSTRUCTION.  THIS MARK COULD NOT BE RESET
 FF1834'ON THE SAME LINE AS THE ORIGINAL MARK DUE TO HIGH GRADES FOR
 FF1834'HIGHWAY AND RAILROAD.  THE ONLY AVAILABLE SITE THAT THE
 FF1834'AZIMUTH MARK COULD BE RESET WAS 0.15 MILE TO NORTHEAST OF
 FF1834'THE STATION.
 FF1834'
 FF1834'THE STATION WAS RECOVERED 29 FEET SOUTH OF THE SOUTHEAST
 FF1834'CORNER OF AN OLD ABANDONED HOUSE, 30 FEET WEST OF A WIRE
 FF1834'FENCE AND ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 FF1834'THE OLD HOUSE IS THE FIRST HOUSE WEST OF THE WHITE HOUSE
 FF1834'THAT IS SOUTH ACROSS HIGHWAY AND RAILROAD FROM THE WORDAN
 FF1834'STORE AND SERVICE STATION.  THE STATION IS ABOUT IN LINE
 FF1834'WITH THE NORTH FACE OF THE, ABOVE MENTIONED, WHITE HOUSE.
 FF1834'
 FF1834'R.M. NO. 1 IS NEAR THE NORTHWEST CORNER OF THE FRONT YARD
 FF1834'OF WHITE HOUSE, 10 FEET EAST OF A FARM ROAD LEADING SOUTH
 FF1834'AND 1 FOOT SOUTH OF THE WIRE FENCE THAT IS ON SOUTH SIDE
 FF1834'OF ROAD THAT RUNS EAST AND WEST ALONG SOUTH SIDE OF RAILROAD.
 FF1834'R.M. NO. 2 IS ABOUT 30 FEET EAST OF THE FARM ROAD, JUST SOUTH
 FF1834'OF YARD FENCE AND IS FLUSH WITH THE GROUND.
 FF1834'
 FF1834'THE AZIMUTH MARK IS ABOUT 0.15 MILE EAST-NORTHEAST OF THE
 FF1834'STATION, 0.1 MILE EAST OF DRIVEWAY LEADING TO WHITE HOUSE,
 FF1834'BETWEEN ROAD AND RAILROAD, 25 FEET NORTH OF CENTERLINE OF
 FF1834'ROAD AND 1 FOOT SOUTH OF SOUTH FENCE OF RAILROAD RIGHT OF
 FF1834'WAY.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FF1834'WORDON 1954 RESET 1962.
 FF1834'
 FF1834'TO REACH THE STATION FROM BALD KNOB, FROM THE JUNCTION OF
 FF1834'U.S. HIGHWAYS 64 AND 67 AT THE NORTH EDGE OF TOWN, GO EAST
 FF1834'ON U.S. 64 FOR 4.5 MILES TO THE WORDAN STORE ON THE LEFT
 FF1834'AT A SIDE ROAD RIGHT, TURN RIGHT ACROSS RAILROAD THEN TURN
 FF1834'RIGHT AND GO WEST FOR 0.05 MILE TO AN OLD ABANDONED HOUSE
 FF1834'ON LEFT AND STATION TO SOUTH OF HOUSE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1845 ***********************************************************************
 EH1845  DESIGNATION -  WPA
 EH1845  PID         -  EH1845
 EH1845  STATE/COUNTY-  AR/LONOKE
 EH1845  USGS QUAD   -  LONOKE (1982)
 EH1845
 EH1845                         *CURRENT SURVEY CONTROL
 EH1845  ___________________________________________________________________
 EH1845* NAD 83(1986)-  34 49 09.     (N)    091 52 45.     (W)     SCALED    
 EH1845* NAVD 88     -        75.578  (meters)     247.96   (feet)  ADJUSTED  
 EH1845  ___________________________________________________________________
 EH1845  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH1845  DYNAMIC HT  -          75.508 (meters)     247.73  (feet)  COMP
 EH1845  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 EH1845
 EH1845  VERT ORDER  -  FIRST     CLASS II
 EH1845
 EH1845.The horizontal coordinates were scaled from a topographic map and have
 EH1845.an estimated accuracy of +/- 6 seconds.
 EH1845
 EH1845.The orthometric height was determined by differential leveling
 EH1845.and adjusted by the National Geodetic Survey in June 1991..
 EH1845
 EH1845.The geoid height was determined by GEOID03.
 EH1845
 EH1845.The dynamic height is computed by dividing the NAVD 88
 EH1845.geopotential number by the normal gravity value computed on the
 EH1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1845.degrees latitude (g = 980.6199 gals.).
 EH1845
 EH1845.The modeled gravity was interpolated from observed gravity values.
 EH1845
 EH1845;                    North         East    Units  Estimated Accuracy
 EH1845;SPC AR S     -   638,760.      411,060.      MT  (+/- 180 meters Scaled)
 EH1845
 EH1845                          SUPERSEDED SURVEY CONTROL
 EH1845
 EH1845  NGVD 29 (??/??/??)   75.590  (m)          248.00   (f) ADJUSTED    1 2
 EH1845
 EH1845.Superseded values are not recommended for survey control.
 EH1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1845.See file dsdata.txt to determine how the superseded data were derived.
 EH1845
 EH1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU025535(NAD 83)
 EH1845_MARKER: DD = SURVEY DISK
 EH1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1845_STAMPING: W P A 1936
 EH1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1845+STABILITY: SURFACE MOTION
 EH1845
 EH1845  HISTORY     - Date     Condition        Report By
 EH1845  HISTORY     - 1936     MONUMENTED       ARGS
 EH1845  HISTORY     - 1967     GOOD             CGS
 EH1845  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1845
 EH1845                          STATION DESCRIPTION
 EH1845
 EH1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1845'3.05 MI N FROM LONOKE.
 EH1845'IT IS 3.05 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK
 EH1845'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, 62 FEET SOUTHEAST OF A
 EH1845'POWERLINE POLE, 57 FEET EAST OF THE CENTER OF THE HIGHWAY, 81 FEET
 EH1845'SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 22 FEET SOUTH OF A 15 INCH
 EH1845'ELM TREE, 1 FOOT EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EH1845'6 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EH1845
 EH1845                          STATION RECOVERY (1976)
 EH1845
 EH1845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1851 ***********************************************************************
 EH1851  DESIGNATION -  WPB
 EH1851  PID         -  EH1851
 EH1851  STATE/COUNTY-  AR/LONOKE
 EH1851  USGS QUAD   -  LONOKE (1982)
 EH1851
 EH1851                         *CURRENT SURVEY CONTROL
 EH1851  ___________________________________________________________________
 EH1851* NAD 83(1986)-  34 51 00.     (N)    091 52 31.     (W)     SCALED    
 EH1851* NAVD 88     -        75.564  (meters)     247.91   (feet)  ADJUSTED  
 EH1851  ___________________________________________________________________
 EH1851  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1851  DYNAMIC HT  -          75.494 (meters)     247.68  (feet)  COMP
 EH1851  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 EH1851
 EH1851  VERT ORDER  -  FIRST     CLASS II
 EH1851
 EH1851.The horizontal coordinates were scaled from a topographic map and have
 EH1851.an estimated accuracy of +/- 6 seconds.
 EH1851
 EH1851.The orthometric height was determined by differential leveling
 EH1851.and adjusted by the National Geodetic Survey in June 1991..
 EH1851
 EH1851.The geoid height was determined by GEOID03.
 EH1851
 EH1851.The dynamic height is computed by dividing the NAVD 88
 EH1851.geopotential number by the normal gravity value computed on the
 EH1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1851.degrees latitude (g = 980.6199 gals.).
 EH1851
 EH1851.The modeled gravity was interpolated from observed gravity values.
 EH1851
 EH1851;                    North         East    Units  Estimated Accuracy
 EH1851;SPC AR S     -   642,180.      411,410.      MT  (+/- 180 meters Scaled)
 EH1851
 EH1851                          SUPERSEDED SURVEY CONTROL
 EH1851
 EH1851  NGVD 29 (??/??/??)   75.573  (m)          247.94   (f) ADJUSTED    1 2
 EH1851
 EH1851.Superseded values are not recommended for survey control.
 EH1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1851.See file dsdata.txt to determine how the superseded data were derived.
 EH1851
 EH1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU028569(NAD 83)
 EH1851_MARKER: DD = SURVEY DISK
 EH1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1851_STAMPING: W P B 1936
 EH1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1851+STABILITY: SURFACE MOTION
 EH1851
 EH1851  HISTORY     - Date     Condition        Report By
 EH1851  HISTORY     - 1936     MONUMENTED       ARGS
 EH1851  HISTORY     - 1967     GOOD             CGS
 EH1851  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1851
 EH1851                          STATION DESCRIPTION
 EH1851
 EH1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1851'5.25 MI N FROM LONOKE.
 EH1851'IT IS 5.25 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK
 EH1851'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, 79 FEET SOUTHWEST OF
 EH1851'THE SOUTHWEST CORNER OF A PORCH WHICH IS ON THE WEST SIDE OF A
 EH1851'FARMHOUSE, 67 FEET SOUTH OF A 16 INCH CEDAR TREE, 43 FEET EAST OF THE
 EH1851'CENTER OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER OF A PRIVATE
 EH1851'DRIVEWAY, 3 FEET EAST OF A POWERLINE POLE, 3 FEET NORTH OF A FENCE
 EH1851'CORNER, 4 FEET NORTHEAST OF A METAL WITNESS POST, SET IN A FLOWER BED
 EH1851'AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH THE
 EH1851'GROUND SURFACE.
 EH1851
 EH1851                          STATION RECOVERY (1976)
 EH1851
 EH1851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1859 ***********************************************************************
 EH1859  DESIGNATION -  WPC
 EH1859  PID         -  EH1859
 EH1859  STATE/COUNTY-  AR/LONOKE
 EH1859  USGS QUAD   -  WATTENSAW (1982)
 EH1859
 EH1859                         *CURRENT SURVEY CONTROL
 EH1859  ___________________________________________________________________
 EH1859* NAD 83(1986)-  34 54 28.     (N)    091 52 28.     (W)     SCALED    
 EH1859* NAVD 88     -        81.214  (meters)     266.45   (feet)  ADJUSTED  
 EH1859  ___________________________________________________________________
 EH1859  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH1859  DYNAMIC HT  -          81.138 (meters)     266.20  (feet)  COMP
 EH1859  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 EH1859
 EH1859  VERT ORDER  -  FIRST     CLASS II
 EH1859
 EH1859.The horizontal coordinates were scaled from a topographic map and have
 EH1859.an estimated accuracy of +/- 6 seconds.
 EH1859
 EH1859.The orthometric height was determined by differential leveling
 EH1859.and adjusted by the National Geodetic Survey in June 1991..
 EH1859
 EH1859.The geoid height was determined by GEOID03.
 EH1859
 EH1859.The dynamic height is computed by dividing the NAVD 88
 EH1859.geopotential number by the normal gravity value computed on the
 EH1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1859.degrees latitude (g = 980.6199 gals.).
 EH1859
 EH1859.The modeled gravity was interpolated from observed gravity values.
 EH1859
 EH1859;                    North         East    Units  Estimated Accuracy
 EH1859;SPC AR S     -   648,590.      411,480.      MT  (+/- 180 meters Scaled)
 EH1859
 EH1859                          SUPERSEDED SURVEY CONTROL
 EH1859
 EH1859  NGVD 29 (??/??/??)   81.220  (m)          266.47   (f) ADJUSTED    1 2
 EH1859
 EH1859.Superseded values are not recommended for survey control.
 EH1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1859.See file dsdata.txt to determine how the superseded data were derived.
 EH1859
 EH1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU028633(NAD 83)
 EH1859_MARKER: DD = SURVEY DISK
 EH1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1859_STAMPING: W P C 1936
 EH1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1859+STABILITY: SURFACE MOTION
 EH1859
 EH1859  HISTORY     - Date     Condition        Report By
 EH1859  HISTORY     - 1936     MONUMENTED       ARGS
 EH1859  HISTORY     - 1967     GOOD             CGS
 EH1859  HISTORY     - 1990     GOOD             USPSQD
 EH1859
 EH1859                          STATION DESCRIPTION
 EH1859
 EH1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH1859'9.2 MI N FROM LONOKE.
 EH1859'IT IS 9.2 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CHICAGO, ROCK
 EH1859'ISLAND AND PACIFIC RAILROAD STATION IN LONOKE, 92 FEET SOUTHEAST OF
 EH1859'THE SOUTHEAST CORNER OF A HOUSE, 87 FEET NORTHWEST OF A POWERLINE
 EH1859'POLE, 32 FEET WEST OF THE CENTER OF THE HIGHWAY, 29 FEET NORTH OF THE
 EH1859'CENTER OF A GRAVELED ROAD LEADING WEST, 0.5 FEET WEST OF A WITNESS
 EH1859'POST, 3 FEET SOUTHEAST OF WOODROW HORTONS MAIL BOX AND SET IN THE TOP
 EH1859'OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 EH1859
 EH1859                          STATION RECOVERY (1990)
 EH1859
 EH1859'RECOVERY NOTE BY US POWER SQUADRON 1990 (JC)
 EH1859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1491 ***********************************************************************
 FF1491  DESIGNATION -  WPF
 FF1491  PID         -  FF1491
 FF1491  STATE/COUNTY-  AR/LONOKE
 FF1491  USGS QUAD   -  BEEBE (1994)
 FF1491
 FF1491                         *CURRENT SURVEY CONTROL
 FF1491  ___________________________________________________________________
 FF1491* NAD 83(1986)-  35 02 11.     (N)    091 59 04.     (W)     SCALED    
 FF1491* NAVD 88     -        67.585  (meters)     221.74   (feet)  POSTED    
 FF1491  ___________________________________________________________________
 FF1491  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1491  DYNAMIC HT  -          67.520 (meters)     221.52  (feet)  COMP
 FF1491  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 FF1491
 FF1491  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF1491
 FF1491.The horizontal coordinates were scaled from a topographic map and have
 FF1491.an estimated accuracy of +/- 6 seconds.
 FF1491
 FF1491.The orthometric height was determined by differential leveling
 FF1491.and adjusted by the National Geodetic Survey in 1992..
 FF1491.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF1491.rate of 1.1 thru 2.0 mm/km.
 FF1491
 FF1491.The geoid height was determined by GEOID03.
 FF1491
 FF1491.The dynamic height is computed by dividing the NAVD 88
 FF1491.geopotential number by the normal gravity value computed on the
 FF1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1491.degrees latitude (g = 980.6199 gals.).
 FF1491
 FF1491.The modeled gravity was interpolated from observed gravity values.
 FF1491
 FF1491;                    North         East    Units  Estimated Accuracy
 FF1491;SPC AR S     -   662,850.      401,420.      MT  (+/- 180 meters Scaled)
 FF1491
 FF1491                          SUPERSEDED SURVEY CONTROL
 FF1491
 FF1491  NGVD 29 (??/??/??)   67.561  (m)          221.66   (f) ADJUSTED    2 0
 FF1491
 FF1491.Superseded values are not recommended for survey control.
 FF1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1491.See file dsdata.txt to determine how the superseded data were derived.
 FF1491
 FF1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU926775(NAD 83)
 FF1491_MARKER: DD = SURVEY DISK
 FF1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1491_STAMPING: W P F 1936
 FF1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1491+STABILITY: SURFACE MOTION
 FF1491
 FF1491  HISTORY     - Date     Condition        Report By
 FF1491  HISTORY     - 1936     MONUMENTED       ARGS
 FF1491  HISTORY     - 1955     GOOD             CGS
 FF1491  HISTORY     - 20030701 MARK NOT FOUND   USACE
 FF1491
 FF1491                          STATION DESCRIPTION
 FF1491
 FF1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1491'4.8 MI S FROM BEEBE.
 FF1491'4.85 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE MISSOURI PACIFIC
 FF1491'RAILROAD STATION AT BEEBE, 59 FEET WEST OF THE SOUTHWEST CORNER
 FF1491'OF A FARMHOUSE, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FF1491'15 FEET SOUTH OF A 24 INCH OAK TREE, 27.7 FEET NORTH OF A POWER
 FF1491'POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 FF1491'THE GROUND.
 FF1491
 FF1491                          STATION RECOVERY (2003)
 FF1491
 FF1491'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1493 ***********************************************************************
 FF1493  DESIGNATION -  WPG
 FF1493  PID         -  FF1493
 FF1493  STATE/COUNTY-  AR/WHITE
 FF1493  USGS QUAD   -  BEEBE (1994)
 FF1493
 FF1493                         *CURRENT SURVEY CONTROL
 FF1493  ___________________________________________________________________
 FF1493* NAD 83(1986)-  35 04 09.     (N)    091 59 21.     (W)     SCALED    
 FF1493* NAVD 88     -        64.874  (meters)     212.84   (feet)  POSTED    
 FF1493  ___________________________________________________________________
 FF1493  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1493  DYNAMIC HT  -          64.810 (meters)     212.63  (feet)  COMP
 FF1493  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 FF1493
 FF1493  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FF1493
 FF1493.The horizontal coordinates were scaled from a topographic map and have
 FF1493.an estimated accuracy of +/- 6 seconds.
 FF1493
 FF1493.The orthometric height was determined by differential leveling
 FF1493.and adjusted by the National Geodetic Survey in 1992..
 FF1493.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FF1493.rate of 2.1 thru 3.0 mm/km.
 FF1493
 FF1493.The geoid height was determined by GEOID03.
 FF1493
 FF1493.The dynamic height is computed by dividing the NAVD 88
 FF1493.geopotential number by the normal gravity value computed on the
 FF1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1493.degrees latitude (g = 980.6199 gals.).
 FF1493
 FF1493.The modeled gravity was interpolated from observed gravity values.
 FF1493
 FF1493;                    North         East    Units  Estimated Accuracy
 FF1493;SPC AR N     -    81,640.      400,990.      MT  (+/- 180 meters Scaled)
 FF1493
 FF1493                          SUPERSEDED SURVEY CONTROL
 FF1493
 FF1493  NGVD 29 (??/??/??)   64.860  (m)          212.79   (f) ADJUSTED    2 0
 FF1493
 FF1493.Superseded values are not recommended for survey control.
 FF1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1493.See file dsdata.txt to determine how the superseded data were derived.
 FF1493
 FF1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU921811(NAD 83)
 FF1493_MARKER: DD = SURVEY DISK
 FF1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1493_STAMPING: W P G 1936
 FF1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1493+STABILITY: SURFACE MOTION
 FF1493
 FF1493  HISTORY     - Date     Condition        Report By
 FF1493  HISTORY     - 1936     MONUMENTED       ARGS
 FF1493  HISTORY     - 1955     GOOD             CGS
 FF1493  HISTORY     - 20030701 MARK NOT FOUND   USACE
 FF1493
 FF1493                          STATION DESCRIPTION
 FF1493
 FF1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1493'2.1 MI S FROM BEEBE.
 FF1493'2.1 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE MISSOURI PACIFIC
 FF1493'RAILROAD STATION AT BEEBE, 86.4 FEET NORTHWEST OF THE NORTHWEST
 FF1493'CORNER OF A FARMHOUSE, 86 FEET NORTHWEST OF A LONE FORKED CEDAR
 FF1493'TREE, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET
 FF1493'NORTH OF A FENCE CORNER, 1.3 FEET EAST OF A FENCE, SET IN THE
 FF1493'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FF1493
 FF1493                          STATION RECOVERY (2003)
 FF1493
 FF1493'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0331 ***********************************************************************
 EJ0331  DESIGNATION -  WPJ
 EJ0331  PID         -  EJ0331
 EJ0331  STATE/COUNTY-  AR/LONOKE
 EJ0331  USGS QUAD   -  CABOT (1987)
 EJ0331
 EJ0331                         *CURRENT SURVEY CONTROL
 EJ0331  ___________________________________________________________________
 EJ0331* NAD 83(1986)-  34 54 56.     (N)    092 00 01.     (W)     SCALED    
 EJ0331* NAVD 88     -        90.095  (meters)     295.59   (feet)  POSTED    
 EJ0331  ___________________________________________________________________
 EJ0331  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EJ0331  DYNAMIC HT  -          90.010 (meters)     295.31  (feet)  COMP
 EJ0331  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EJ0331
 EJ0331  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0331
 EJ0331.The horizontal coordinates were scaled from a topographic map and have
 EJ0331.an estimated accuracy of +/- 6 seconds.
 EJ0331
 EJ0331.The orthometric height was determined by differential leveling
 EJ0331.and adjusted by the National Geodetic Survey in 1992..
 EJ0331.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0331.rate of 0.0 thru 1.0 mm/km.
 EJ0331
 EJ0331.The geoid height was determined by GEOID03.
 EJ0331
 EJ0331.The dynamic height is computed by dividing the NAVD 88
 EJ0331.geopotential number by the normal gravity value computed on the
 EJ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0331.degrees latitude (g = 980.6199 gals.).
 EJ0331
 EJ0331.The modeled gravity was interpolated from observed gravity values.
 EJ0331
 EJ0331;                    North         East    Units  Estimated Accuracy
 EJ0331;SPC AR S     -   649,440.      399,980.      MT  (+/- 180 meters Scaled)
 EJ0331
 EJ0331                          SUPERSEDED SURVEY CONTROL
 EJ0331
 EJ0331  NGVD 29 (??/??/92)   90.10   (m)          295.6    (f) COMPUTED    2 0
 EJ0331
 EJ0331.Superseded values are not recommended for survey control.
 EJ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0331.See file dsdata.txt to determine how the superseded data were derived.
 EJ0331
 EJ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU913641(NAD 83)
 EJ0331_MARKER: DB = BENCH MARK DISK
 EJ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0331_STAMPING: W P J 1936
 EJ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0331+STABILITY: SURFACE MOTION
 EJ0331
 EJ0331  HISTORY     - Date     Condition        Report By
 EJ0331  HISTORY     - 1936     MONUMENTED       ARGS
 EJ0331  HISTORY     - 1955     GOOD             NGS
 EJ0331  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ0331
 EJ0331                          STATION DESCRIPTION
 EJ0331
 EJ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0331'4.4 MI SE FROM CABOT.
 EJ0331'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 EJ0331'CABOT, AT MIDWAY HIGH SCHOOL, 97 FEET WEST OF THE SOUTHWEST CORNER OF
 EJ0331'THE SCHOOL BUILDING, 24 FEET NORTHWEST OF AN 8 INCH LOCUST TREE, 32
 EJ0331'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 EJ0331'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EJ0331
 EJ0331                          STATION RECOVERY (1976)
 EJ0331
 EJ0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EJ0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2414 ***********************************************************************
 EH2414  DESIGNATION -  WPM
 EH2414  PID         -  EH2414
 EH2414  STATE/COUNTY-  AR/LONOKE
 EH2414  USGS QUAD   -  LONOKE (1982)
 EH2414
 EH2414                         *CURRENT SURVEY CONTROL
 EH2414  ___________________________________________________________________
 EH2414* NAD 83(1986)-  34 50 23.     (N)    091 58 49.     (W)     SCALED    
 EH2414* NAVD 88     -        79.288  (meters)     260.13   (feet)  POSTED    
 EH2414  ___________________________________________________________________
 EH2414  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2414  DYNAMIC HT  -          79.210 (meters)     259.87  (feet)  COMP
 EH2414  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 EH2414
 EH2414  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2414
 EH2414.The horizontal coordinates were scaled from a topographic map and have
 EH2414.an estimated accuracy of +/- 6 seconds.
 EH2414
 EH2414.The orthometric height was determined by differential leveling
 EH2414.and adjusted by the National Geodetic Survey in 1992..
 EH2414.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2414.rate of 0.0 thru 1.0 mm/km.
 EH2414
 EH2414.The geoid height was determined by GEOID03.
 EH2414
 EH2414.The dynamic height is computed by dividing the NAVD 88
 EH2414.geopotential number by the normal gravity value computed on the
 EH2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2414.degrees latitude (g = 980.6199 gals.).
 EH2414
 EH2414.The modeled gravity was interpolated from observed gravity values.
 EH2414
 EH2414;                    North         East    Units  Estimated Accuracy
 EH2414;SPC AR S     -   641,030.      401,800.      MT  (+/- 180 meters Scaled)
 EH2414
 EH2414                          SUPERSEDED SURVEY CONTROL
 EH2414
 EH2414  NGVD 29 (??/??/??)   79.304  (m)          260.18   (f) ADJUSTED    2 0
 EH2414
 EH2414.Superseded values are not recommended for survey control.
 EH2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2414.See file dsdata.txt to determine how the superseded data were derived.
 EH2414
 EH2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU932557(NAD 83)
 EH2414_MARKER: DD = SURVEY DISK
 EH2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2414_STAMPING: W P M 1936
 EH2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2414+STABILITY: SURFACE MOTION
 EH2414
 EH2414  HISTORY     - Date     Condition        Report By
 EH2414  HISTORY     - 1936     MONUMENTED       ARGS
 EH2414  HISTORY     - 1955     GOOD             CGS
 EH2414  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2414
 EH2414                          STATION DESCRIPTION
 EH2414
 EH2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2414'7.95 MI NW FROM LONOKE.
 EH2414'7.95 MILES NORTHWEST LONG STATE HIGHWAY 89 FROM THE CHICAGO, ROCK
 EH2414'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, 0.45 MILE NORTH OF THE
 EH2414'C.H. CLEMENTS STORE, 127 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EH2414'FARMHOUSE, 39 FEET NORTHEAST OF A 40 INCH OAK TREE, 27 FEET WEST OF
 EH2414'THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE CENTER LINE OF A
 EH2414'PRIVATE DRIVEWAY, 5 FEET NORTHWEST OF A TELEPHONE POLE, SET IN THE TOP
 EH2414'OF A CONCRETE POST WHCIH IS FLUSH WITH THE GROUND.
 EH2414'NOTE-- THE OLD FARM HOUSE IS GONE; CONSTRUCTION IN AREA.
 EH2414
 EH2414                          STATION RECOVERY (1976)
 EH2414
 EH2414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2416 ***********************************************************************
 EH2416  DESIGNATION -  WPN
 EH2416  PID         -  EH2416
 EH2416  STATE/COUNTY-  AR/LONOKE
 EH2416  USGS QUAD   -  LONOKE (1982)
 EH2416
 EH2416                         *CURRENT SURVEY CONTROL
 EH2416  ___________________________________________________________________
 EH2416* NAD 83(1986)-  34 49 29.     (N)    091 57 26.     (W)     SCALED    
 EH2416* NAVD 88     -        78.167  (meters)     256.45   (feet)  POSTED    
 EH2416  ___________________________________________________________________
 EH2416  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2416  DYNAMIC HT  -          78.090 (meters)     256.20  (feet)  COMP
 EH2416  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 EH2416
 EH2416  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2416
 EH2416.The horizontal coordinates were scaled from a topographic map and have
 EH2416.an estimated accuracy of +/- 6 seconds.
 EH2416
 EH2416.The orthometric height was determined by differential leveling
 EH2416.and adjusted by the National Geodetic Survey in 1992..
 EH2416.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2416.rate of 0.0 thru 1.0 mm/km.
 EH2416
 EH2416.The geoid height was determined by GEOID03.
 EH2416
 EH2416.The dynamic height is computed by dividing the NAVD 88
 EH2416.geopotential number by the normal gravity value computed on the
 EH2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2416.degrees latitude (g = 980.6199 gals.).
 EH2416
 EH2416.The modeled gravity was interpolated from observed gravity values.
 EH2416
 EH2416;                    North         East    Units  Estimated Accuracy
 EH2416;SPC AR S     -   639,370.      403,910.      MT  (+/- 180 meters Scaled)
 EH2416
 EH2416                          SUPERSEDED SURVEY CONTROL
 EH2416
 EH2416  NGVD 29 (??/??/??)   78.183  (m)          256.51   (f) ADJUSTED    2 0
 EH2416
 EH2416.Superseded values are not recommended for survey control.
 EH2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2416.See file dsdata.txt to determine how the superseded data were derived.
 EH2416
 EH2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU953541(NAD 83)
 EH2416_MARKER: DD = SURVEY DISK
 EH2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2416_STAMPING: W P N 1936
 EH2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2416+STABILITY: SURFACE MOTION
 EH2416
 EH2416  HISTORY     - Date     Condition        Report By
 EH2416  HISTORY     - 1936     MONUMENTED       ARGS
 EH2416  HISTORY     - 1955     GOOD             CGS
 EH2416  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2416
 EH2416                          STATION DESCRIPTION
 EH2416
 EH2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2416'5.95 MI NW FROM LONOKE.
 EH2416'5.95 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM THE CHICAGO, ROCK
 EH2416'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, 0.3 MILE EAST OF A
 EH2416'CURVE IN THE HIGHWAY, 58 FEET WEST OF A 28 INCH GUM TREE, 48 FEET
 EH2416'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40.5 FEET NORTH OF THE
 EH2416'NORTHEAST CORNER OF AN ABANDONED FARMHOUSE, 23 FEET NORTHEAST OF A
 EH2416'LONE 10 INCH CEDAR TREE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 EH2416'FLUSH WITH THE GROUND.
 EH2416'NOTE-- THERE IS A NEW HOUSE IN THE AREA.
 EH2416
 EH2416                          STATION RECOVERY (1976)
 EH2416
 EH2416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1832 ***********************************************************************
 EH1832  DESIGNATION -  WPO
 EH1832  PID         -  EH1832
 EH1832  STATE/COUNTY-  AR/JEFFERSON
 EH1832  USGS QUAD   -  HUMPHREY (1967)
 EH1832
 EH1832                         *CURRENT SURVEY CONTROL
 EH1832  ___________________________________________________________________
 EH1832* NAD 83(1986)-  34 27 28.     (N)    091 43 12.     (W)     SCALED    
 EH1832* NAVD 88     -        60.084  (meters)     197.13   (feet)  POSTED    
 EH1832  ___________________________________________________________________
 EH1832  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 EH1832  DYNAMIC HT  -          60.030 (meters)     196.95  (feet)  COMP
 EH1832  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 EH1832
 EH1832  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH1832
 EH1832.The horizontal coordinates were scaled from a topographic map and have
 EH1832.an estimated accuracy of +/- 6 seconds.
 EH1832
 EH1832.The orthometric height was determined by differential leveling
 EH1832.and adjusted by the National Geodetic Survey in 1992..
 EH1832.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH1832.rate of 0.0 thru 1.0 mm/km.
 EH1832
 EH1832.The geoid height was determined by GEOID03.
 EH1832
 EH1832.The dynamic height is computed by dividing the NAVD 88
 EH1832.geopotential number by the normal gravity value computed on the
 EH1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1832.degrees latitude (g = 980.6199 gals.).
 EH1832
 EH1832.The modeled gravity was interpolated from observed gravity values.
 EH1832
 EH1832;                    North         East    Units  Estimated Accuracy
 EH1832;SPC AR S     -   598,690.      425,730.      MT  (+/- 180 meters Scaled)
 EH1832
 EH1832                          SUPERSEDED SURVEY CONTROL
 EH1832
 EH1832  NGVD 29 (??/??/??)   60.113  (m)          197.22   (f) ADJUSTED    2 0
 EH1832
 EH1832.Superseded values are not recommended for survey control.
 EH1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1832.See file dsdata.txt to determine how the superseded data were derived.
 EH1832
 EH1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU175136(NAD 83)
 EH1832_MARKER: DD = SURVEY DISK
 EH1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1832_STAMPING: W P O 1937
 EH1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1832+STABILITY: SURFACE MOTION
 EH1832
 EH1832  HISTORY     - Date     Condition        Report By
 EH1832  HISTORY     - 1937     MONUMENTED       ARGS
 EH1832  HISTORY     - 1955     GOOD             CGS
 EH1832  HISTORY     - 20030617 MARK NOT FOUND   USACE
 EH1832
 EH1832                          STATION DESCRIPTION
 EH1832
 EH1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1832'3.6 MI NW FROM HUMPHREY.
 EH1832'IN JEFFERSON COUNTY, 3.6 MILES NORTHWEST ALONG THE ALLPORT ROAD FROM
 EH1832'THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT HUMPHREY, ARKANSAS
 EH1832'COUNTY, NEAR THE POINT WHERE THE ROAD TURNS NORTHWEST AWAY FROM
 EH1832'CROOKED CREEK, AT THE M. M. BRYANT RESIDENCE, IN THE NORTHWEST CORNER
 EH1832'OF THE YARD, 34 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 8
 EH1832'FEET SOUTH OF THE NORTHWEST YARD-FENCE CORNER, 68 FEET NORTH OF AN
 EH1832'18-INCH ELM TREE, 2 FEET EAST OF A FENCE, AND SET IN THE TOP OF A
 EH1832'CONCRETE POST.
 EH1832
 EH1832                          STATION RECOVERY (2003)
 EH1832
 EH1832'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2418 ***********************************************************************
 EH2418  DESIGNATION -  WPP
 EH2418  PID         -  EH2418
 EH2418  STATE/COUNTY-  AR/LONOKE
 EH2418  USGS QUAD   -  LONOKE (1982)
 EH2418
 EH2418                         *CURRENT SURVEY CONTROL
 EH2418  ___________________________________________________________________
 EH2418* NAD 83(1986)-  34 48 23.     (N)    091 55 21.     (W)     SCALED    
 EH2418* NAVD 88     -        72.834  (meters)     238.96   (feet)  POSTED    
 EH2418  ___________________________________________________________________
 EH2418  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH2418  DYNAMIC HT  -          72.770 (meters)     238.75  (feet)  COMP
 EH2418  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 EH2418
 EH2418  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2418
 EH2418.The horizontal coordinates were scaled from a topographic map and have
 EH2418.an estimated accuracy of +/- 6 seconds.
 EH2418
 EH2418.The orthometric height was determined by differential leveling
 EH2418.and adjusted by the National Geodetic Survey in 1992..
 EH2418.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2418.rate of 0.0 thru 1.0 mm/km.
 EH2418
 EH2418.The geoid height was determined by GEOID03.
 EH2418
 EH2418.The dynamic height is computed by dividing the NAVD 88
 EH2418.geopotential number by the normal gravity value computed on the
 EH2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2418.degrees latitude (g = 980.6199 gals.).
 EH2418
 EH2418.The modeled gravity was interpolated from observed gravity values.
 EH2418
 EH2418;                    North         East    Units  Estimated Accuracy
 EH2418;SPC AR S     -   637,330.      407,090.      MT  (+/- 180 meters Scaled)
 EH2418
 EH2418                          SUPERSEDED SURVEY CONTROL
 EH2418
 EH2418  NGVD 29 (??/??/??)   72.853  (m)          239.02   (f) ADJUSTED    2 0
 EH2418
 EH2418.Superseded values are not recommended for survey control.
 EH2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2418.See file dsdata.txt to determine how the superseded data were derived.
 EH2418
 EH2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU985521(NAD 83)
 EH2418_MARKER: DD = SURVEY DISK
 EH2418_SETTING: 0 = UNSPECIFIED SETTING
 EH2418_STAMPING: W P P 1936
 EH2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2418
 EH2418  HISTORY     - Date     Condition        Report By
 EH2418  HISTORY     - 1936     MONUMENTED       ARGS
 EH2418  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH2418
 EH2418                          STATION DESCRIPTION
 EH2418
 EH2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2418'2.4 MI NW FROM LONOKE.
 EH2418'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM THE CHICAGO, ROCK
 EH2418'ISLAND AND PACIFIC RAILWAY STATION AT LONOKE, ABOUT 1/2 MILE EAST OF A
 EH2418'BRIDGE, AT THE WILLIE SULLIVAN RESIDENCE, 170 FEET SOUTH OF THE
 EH2418'SOUTHEAST CORNER OF THE HOUSE, 32 FEET NORTH OF THE CENTERLINE OF THE
 EH2418'HIGHWAY, AND 11 FEET EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2170 ***********************************************************************
 EH2170  DESIGNATION -  WPR RESET
 EH2170  PID         -  EH2170
 EH2170  STATE/COUNTY-  AR/JEFFERSON
 EH2170  USGS QUAD   -  GETHSEMANE (1971)
 EH2170
 EH2170                         *CURRENT SURVEY CONTROL
 EH2170  ___________________________________________________________________
 EH2170* NAD 83(1986)-  34 28 44.     (N)    091 51 57.     (W)     SCALED    
 EH2170* NAVD 88     -        65.69   (meters)     215.5    (feet)  RESET     
 EH2170  ___________________________________________________________________
 EH2170  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EH2170
 EH2170  VERT ORDER  -  THIRD
 EH2170
 EH2170.The horizontal coordinates were scaled from a topographic map and have
 EH2170.an estimated accuracy of +/- 6 seconds.
 EH2170
 EH2170.The orthometric height was computed from unverified reset data.
 EH2170.No vertical observational check was made to the station.
 EH2170
 EH2170.The geoid height was determined by GEOID03.
 EH2170
 EH2170;                    North         East    Units  Estimated Accuracy
 EH2170;SPC AR S     -   601,010.      412,320.      MT  (+/- 180 meters Scaled)
 EH2170
 EH2170                          SUPERSEDED SURVEY CONTROL
 EH2170
 EH2170  NGVD 29 (??/??/??)   65.72   (m)          215.6    (f) RESET       3  
 EH2170
 EH2170.Superseded values are not recommended for survey control.
 EH2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2170.See file dsdata.txt to determine how the superseded data were derived.
 EH2170
 EH2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU041158(NAD 83)
 EH2170_MARKER: DB = BENCH MARK DISK
 EH2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2170_STAMPING: WPR RESET 1960
 EH2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2170+STABILITY: SURFACE MOTION
 EH2170
 EH2170  HISTORY     - Date     Condition        Report By
 EH2170  HISTORY     - 1960     MONUMENTED       CGS
 EH2170
 EH2170                          STATION DESCRIPTION
 EH2170
 EH2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EH2170'4.4 MI S FROM COY.
 EH2170'THE MARK IS LOCATED 4.4 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE
 EH2170'POST OFFICE IN COY, 165 FEET EAST OF THE NORTHEAST CORNER OF THE
 EH2170'MCCLUNG SCHOOL, 42 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 31, 58
 EH2170'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TENANT HOUSE WITH A
 EH2170'TIN ROOF, 115 FEET SOUTHEAST OF A 2-FOOT OAK TREE, 210 FEET EAST OF A
 EH2170'2 FOOT OAK TREE, 96 FEET NORTH OF THE PROJECTED CENTERLINE OF THE ROAD
 EH2170'LEADING EAST, 94 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO THE
 EH2170'SCHOOL, 38 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE
 EH2170'SCHOOL BUILDING AND 1 FOOT WEST OF A METAL WITNESS POST, AND SET IN
 EH2170'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1802 ***********************************************************************
 EH1802  DESIGNATION -  WPT
 EH1802  PID         -  EH1802
 EH1802  STATE/COUNTY-  AR/JEFFERSON
 EH1802  USGS QUAD   -  GETHSEMANE (1971)
 EH1802
 EH1802                         *CURRENT SURVEY CONTROL
 EH1802  ___________________________________________________________________
 EH1802* NAD 83(1986)-  34 24 59.     (N)    091 52 01.     (W)     SCALED    
 EH1802* NAVD 88     -        64.183  (meters)     210.57   (feet)  POSTED    
 EH1802  ___________________________________________________________________
 EH1802  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH1802  DYNAMIC HT  -          64.120 (meters)     210.37  (feet)  COMP
 EH1802  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 EH1802
 EH1802  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EH1802
 EH1802.The horizontal coordinates were scaled from a topographic map and have
 EH1802.an estimated accuracy of +/- 6 seconds.
 EH1802
 EH1802.The orthometric height was determined by differential leveling
 EH1802.and adjusted by the National Geodetic Survey in 1992..
 EH1802.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EH1802.rate of 4.1 thru 8.0 mm/km.
 EH1802
 EH1802.The geoid height was determined by GEOID03.
 EH1802
 EH1802.The dynamic height is computed by dividing the NAVD 88
 EH1802.geopotential number by the normal gravity value computed on the
 EH1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1802.degrees latitude (g = 980.6199 gals.).
 EH1802
 EH1802.The modeled gravity was interpolated from observed gravity values.
 EH1802
 EH1802;                    North         East    Units  Estimated Accuracy
 EH1802;SPC AR S     -   594,080.      412,230.      MT  (+/- 180 meters Scaled)
 EH1802
 EH1802                          SUPERSEDED SURVEY CONTROL
 EH1802
 EH1802  NGVD 29 (??/??/??)   64.219  (m)          210.69   (f) ADJUSTED    2 0
 EH1802
 EH1802.Superseded values are not recommended for survey control.
 EH1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1802.See file dsdata.txt to determine how the superseded data were derived.
 EH1802
 EH1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU041089(NAD 83)
 EH1802_MARKER: DD = SURVEY DISK
 EH1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1802_STAMPING: W P T 1936
 EH1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1802+STABILITY: SURFACE MOTION
 EH1802
 EH1802  HISTORY     - Date     Condition        Report By
 EH1802  HISTORY     - 1936     MONUMENTED       ARGS
 EH1802  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1802  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH1802
 EH1802                          STATION DESCRIPTION
 EH1802
 EH1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1802'6.2 MI NE FROM SHERRILL.
 EH1802'6.2 MILES NORTHEAST ALONG STATE HIGHWAY 31 FROM THE ST. LOUIS
 EH1802'SOUTHWESTERN RAILWAY STATION AT SHERRILL, JEFFERSON COUNTY, AT
 EH1802'GETHSEMANE, 179 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 EH1802'METHODIST CHURCH, 153 FEET EAST OF THE NORTHEAST CORNER OF THE
 EH1802'SCHOOLHOUSE, 79 FEET WEST OF THE NORTHWEST CORNER OF AN OLD STORE
 EH1802'BUILDING, AT THE JUNCTION OF THE ALTHEIMER ROAD, 84 FEET SOUTH OF THE
 EH1802'CENTERLINE OF THE HIGHWAY, 45 FEET WEST OF THE CENTERLINE OF THE ROAD
 EH1802'AND SET IN THE TOP OF A CONCRETE POST.
 EH1802
 EH1802                          STATION RECOVERY (1963)
 EH1802
 EH1802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH1802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1809 ***********************************************************************
 EH1809  DESIGNATION -  WPV
 EH1809  PID         -  EH1809
 EH1809  STATE/COUNTY-  AR/JEFFERSON
 EH1809  USGS QUAD   -  SHERRILL (1971)
 EH1809
 EH1809                         *CURRENT SURVEY CONTROL
 EH1809  ___________________________________________________________________
 EH1809* NAD 83(1986)-  34 23 34.     (N)    091 55 42.     (W)     SCALED    
 EH1809* NAVD 88     -        65.053  (meters)     213.43   (feet)  POSTED    
 EH1809  ___________________________________________________________________
 EH1809  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EH1809  DYNAMIC HT  -          64.990 (meters)     213.22  (feet)  COMP
 EH1809  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 EH1809
 EH1809  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH1809
 EH1809.The horizontal coordinates were scaled from a topographic map and have
 EH1809.an estimated accuracy of +/- 6 seconds.
 EH1809
 EH1809.The orthometric height was determined by differential leveling
 EH1809.and adjusted by the National Geodetic Survey in 1992..
 EH1809.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH1809.rate of 0.0 thru 1.0 mm/km.
 EH1809
 EH1809.The geoid height was determined by GEOID03.
 EH1809
 EH1809.The dynamic height is computed by dividing the NAVD 88
 EH1809.geopotential number by the normal gravity value computed on the
 EH1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1809.degrees latitude (g = 980.6199 gals.).
 EH1809
 EH1809.The modeled gravity was interpolated from observed gravity values.
 EH1809
 EH1809;                    North         East    Units  Estimated Accuracy
 EH1809;SPC AR S     -   591,450.      406,590.      MT  (+/- 180 meters Scaled)
 EH1809
 EH1809                          SUPERSEDED SURVEY CONTROL
 EH1809
 EH1809  NGVD 29 (??/??/??)   65.093  (m)          213.56   (f) ADJUSTED    2 0
 EH1809
 EH1809.Superseded values are not recommended for survey control.
 EH1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1809.See file dsdata.txt to determine how the superseded data were derived.
 EH1809
 EH1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU985062(NAD 83)
 EH1809_MARKER: DD = SURVEY DISK
 EH1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1809_STAMPING: W P V 1936
 EH1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1809+STABILITY: SURFACE MOTION
 EH1809
 EH1809  HISTORY     - Date     Condition        Report By
 EH1809  HISTORY     - 1936     MONUMENTED       ARGS
 EH1809  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1809
 EH1809                          STATION DESCRIPTION
 EH1809
 EH1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1809'1.5 MI NE FROM SHERRILL.
 EH1809'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 31 FROM THE ST. LOUIS
 EH1809'SOUTHWESTERN RAILWAY STATION AT SHERRILL, JEFFERSON COUNTY, 140 FEET
 EH1809'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HEADWALL OF A 5-FOOT CONCRETE
 EH1809'CULVERT, AT THE J.O. WILKINS RESIDENCE, 43 FEET WEST OF THE BASE OF A
 EH1809'CHIMNEY, 50 FEET NORTHEAST OF A PUMP, 35 FEET SOUTH OF THE CENTERLINE
 EH1809'OF THE HIGHWAY, 22 FEET NORTH OF A 48-INCH WHITE-OAK TREE, AND SET IN
 EH1809'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1838 ***********************************************************************
 EH1838  DESIGNATION -  WPW
 EH1838  PID         -  EH1838
 EH1838  STATE/COUNTY-  AR/LONOKE
 EH1838  USGS QUAD   -  GETHSEMANE (1971)
 EH1838
 EH1838                         *CURRENT SURVEY CONTROL
 EH1838  ___________________________________________________________________
 EH1838* NAD 83(1986)-  34 29 40.     (N)    091 46 29.     (W)     SCALED    
 EH1838* NAVD 88     -        61.566  (meters)     201.99   (feet)  POSTED    
 EH1838  ___________________________________________________________________
 EH1838  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 EH1838  DYNAMIC HT  -          61.510 (meters)     201.80  (feet)  COMP
 EH1838  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 EH1838
 EH1838  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH1838
 EH1838.The horizontal coordinates were scaled from a topographic map and have
 EH1838.an estimated accuracy of +/- 6 seconds.
 EH1838
 EH1838.The orthometric height was determined by differential leveling
 EH1838.and adjusted by the National Geodetic Survey in 1992..
 EH1838.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH1838.rate of 0.0 thru 1.0 mm/km.
 EH1838
 EH1838.The geoid height was determined by GEOID03.
 EH1838
 EH1838.The dynamic height is computed by dividing the NAVD 88
 EH1838.geopotential number by the normal gravity value computed on the
 EH1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1838.degrees latitude (g = 980.6199 gals.).
 EH1838
 EH1838.The modeled gravity was interpolated from observed gravity values.
 EH1838
 EH1838;                    North         East    Units  Estimated Accuracy
 EH1838;SPC AR S     -   602,750.      420,690.      MT  (+/- 180 meters Scaled)
 EH1838
 EH1838                          SUPERSEDED SURVEY CONTROL
 EH1838
 EH1838  NGVD 29 (??/??/??)   61.595  (m)          202.08   (f) ADJUSTED    2 0
 EH1838
 EH1838.Superseded values are not recommended for survey control.
 EH1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1838.See file dsdata.txt to determine how the superseded data were derived.
 EH1838
 EH1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU124176(NAD 83)
 EH1838_MARKER: DD = SURVEY DISK
 EH1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1838_STAMPING: W P W 1937
 EH1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1838+STABILITY: SURFACE MOTION
 EH1838
 EH1838  HISTORY     - Date     Condition        Report By
 EH1838  HISTORY     - 1937     MONUMENTED       ARGS
 EH1838  HISTORY     - 1955     GOOD             CGS
 EH1838  HISTORY     - 1967     POOR             USGS
 EH1838  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1838  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH1838
 EH1838                          STATION DESCRIPTION
 EH1838
 EH1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1838'4.4 MI S FROM ALLPORT.
 EH1838'4.4 MILES SOUTH ALONG HUMPHREY ROAD FROM THE BENSON GROCERY STORE AT
 EH1838'ALLPORT, 49 FEET SOUTH OF THE SOUTHEAST CORNER OF ST. STEPHAN CHURCH,
 EH1838'42 FEET NORTHEAST OF A 14 INCH ELM TREE, 38 FEET NORTH OF THE CENTER
 EH1838'LINE OF THE ROAD, 30 FEET NORTHWEST OF A 40 INCH BLAZED OAK TREE, 8
 EH1838'FEET SOUTHWEST OF A WELL, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1838'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1838
 EH1838                          STATION RECOVERY (1967)
 EH1838
 EH1838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1838'MARK RECOVERED IN POOR CONDITION.
 EH1838
 EH1838                          STATION RECOVERY (1976)
 EH1838
 EH1838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1838'MARK NOT FOUND.
 EH1838
 EH1838                          STATION RECOVERY (1976)
 EH1838
 EH1838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1564 ***********************************************************************
 EJ1564  DESIGNATION -  WPX
 EJ1564  PID         -  EJ1564
 EJ1564  STATE/COUNTY-  AR/PULASKI
 EJ1564  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1564
 EJ1564                         *CURRENT SURVEY CONTROL
 EJ1564  ___________________________________________________________________
 EJ1564* NAD 83(1986)-  34 46 57.     (N)    092 06 17.     (W)     SCALED    
 EJ1564* NAVD 88     -        74.351  (meters)     243.93   (feet)  ADJUSTED  
 EJ1564  ___________________________________________________________________
 EJ1564  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EJ1564  DYNAMIC HT  -          74.283 (meters)     243.71  (feet)  COMP
 EJ1564  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 EJ1564
 EJ1564  VERT ORDER  -  FIRST     CLASS II
 EJ1564
 EJ1564.The horizontal coordinates were scaled from a topographic map and have
 EJ1564.an estimated accuracy of +/- 6 seconds.
 EJ1564
 EJ1564.The orthometric height was determined by differential leveling
 EJ1564.and adjusted by the National Geodetic Survey in June 1991..
 EJ1564
 EJ1564.The geoid height was determined by GEOID03.
 EJ1564
 EJ1564.The dynamic height is computed by dividing the NAVD 88
 EJ1564.geopotential number by the normal gravity value computed on the
 EJ1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1564.degrees latitude (g = 980.6199 gals.).
 EJ1564
 EJ1564.The modeled gravity was interpolated from observed gravity values.
 EJ1564
 EJ1564;                    North         East    Units  Estimated Accuracy
 EJ1564;SPC AR S     -   634,690.      390,420.      MT  (+/- 180 meters Scaled)
 EJ1564
 EJ1564                          SUPERSEDED SURVEY CONTROL
 EJ1564
 EJ1564  NGVD 29 (??/??/92)   74.385  (m)          244.04   (f) ADJ UNCH    1 2
 EJ1564
 EJ1564.Superseded values are not recommended for survey control.
 EJ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1564.See file dsdata.txt to determine how the superseded data were derived.
 EJ1564
 EJ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU819492(NAD 83)
 EJ1564_MARKER: DB = BENCH MARK DISK
 EJ1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1564_STAMPING: W P X 1937
 EJ1564_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1564+STABILITY: SURFACE MOTION
 EJ1564
 EJ1564  HISTORY     - Date     Condition        Report By
 EJ1564  HISTORY     - 1937     MONUMENTED       ARGS
 EJ1564  HISTORY     - 1967     GOOD             NGS
 EJ1564  HISTORY     - 19980801 POOR             NRCS
 EJ1564
 EJ1564                          STATION DESCRIPTION
 EJ1564
 EJ1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ1564'8.8 MI E FROM NORTH LITTLE ROCK.
 EJ1564'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 8.8 MILES EAST ALONG
 EJ1564'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION IN
 EJ1564'NORTH LITTLE ROCK, 75 FEET SOUTHEAST OF THE CENTER OF DICK JETER ROAD,
 EJ1564'49 FEET WEST OF THE FIFTH POLE WEST OF MILEPOST 123, 33 FEET NORTH OF
 EJ1564'THE NORTH RAIL, 4 FEET WEST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL
 EJ1564'WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH
 EJ1564'WITH THE GROUND SURFACE.
 EJ1564
 EJ1564                          STATION RECOVERY (1998)
 EJ1564
 EJ1564'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EJ1564'RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0081 ***********************************************************************
 EJ0081  DESIGNATION -  WPY
 EJ0081  PID         -  EJ0081
 EJ0081  STATE/COUNTY-  AR/PULASKI
 EJ0081  USGS QUAD   -  MC ALMONT (1986)
 EJ0081
 EJ0081                         *CURRENT SURVEY CONTROL
 EJ0081  ___________________________________________________________________
 EJ0081* NAD 83(1986)-  34 46 33.     (N)    092 09 35.     (W)     SCALED    
 EJ0081* NAVD 88     -        76.486  (meters)     250.94   (feet)  ADJUSTED  
 EJ0081  ___________________________________________________________________
 EJ0081  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EJ0081  DYNAMIC HT  -          76.415 (meters)     250.70  (feet)  COMP
 EJ0081  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EJ0081
 EJ0081  VERT ORDER  -  FIRST     CLASS II
 EJ0081
 EJ0081.The horizontal coordinates were scaled from a topographic map and have
 EJ0081.an estimated accuracy of +/- 6 seconds.
 EJ0081
 EJ0081.The orthometric height was determined by differential leveling
 EJ0081.and adjusted by the National Geodetic Survey in June 1991..
 EJ0081
 EJ0081.The geoid height was determined by GEOID03.
 EJ0081
 EJ0081.The dynamic height is computed by dividing the NAVD 88
 EJ0081.geopotential number by the normal gravity value computed on the
 EJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0081.degrees latitude (g = 980.6199 gals.).
 EJ0081
 EJ0081.The modeled gravity was interpolated from observed gravity values.
 EJ0081
 EJ0081;                    North         East    Units  Estimated Accuracy
 EJ0081;SPC AR S     -   633,950.      385,380.      MT  (+/- 180 meters Scaled)
 EJ0081
 EJ0081                          SUPERSEDED SURVEY CONTROL
 EJ0081
 EJ0081  NGVD 29 (??/??/92)   76.524  (m)          251.06   (f) ADJ UNCH    1 2
 EJ0081
 EJ0081.Superseded values are not recommended for survey control.
 EJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0081.See file dsdata.txt to determine how the superseded data were derived.
 EJ0081
 EJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU768485(NAD 83)
 EJ0081_MARKER: DB = BENCH MARK DISK
 EJ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0081_STAMPING: WPY 1937
 EJ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0081+STABILITY: SURFACE MOTION
 EJ0081
 EJ0081  HISTORY     - Date     Condition        Report By
 EJ0081  HISTORY     - 1937     MONUMENTED       CGS
 EJ0081  HISTORY     - 1967     GOOD             NGS
 EJ0081  HISTORY     - 1984     GOOD             NGS
 EJ0081
 EJ0081                          STATION DESCRIPTION
 EJ0081
 EJ0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EJ0081'5.6 MI E FROM NORTH LITTLE ROCK.
 EJ0081'IT IS 5.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EJ0081'RAILROAD FROM THE STATION IN NORTH LITTLE ROCK, AT A GRADED ROAD
 EJ0081'CROSSING, 250 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD HOUSE, 62
 EJ0081'FEET NORTHWEST OF THE CENTER OF THE CROSSING, 44 FEET NORTH OF THE
 EJ0081'NORTH RAIL, 38 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 14 FEET
 EJ0081'SOUTHWEST OF A POWERLINE POLE, 5 FEET SOUTHWEST OF A FENCE CORNER, 4
 EJ0081'FEET NORTHWEST OF A TELEPHONE LINE POLE, 1 FOOT WEST OF A METAL
 EJ0081'WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH
 EJ0081'WITH THE GROUND SURFACE.
 EJ0081
 EJ0081                          STATION RECOVERY (1984)
 EJ0081
 EJ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0081'ABOUT 2.8 KM (1.7 MI) WEST ALONG U.S. HIGHWAY 70 FROM THE JUNCTION OF
 EJ0081'STATE HIGHWAY 391 IN THE SMALL TOWN OF GALLOWAY, TEHNCE 0.5 KM (0.3
 EJ0081'MI) NORTH ALONG LANES ROAD AT THE CROSSING OF A RAILROAD TRACK. 76.8
 EJ0081'MI, 252.0 FT SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 18.89 MI, 62.0
 EJ0081'FT, NORTHWEST OF THE CENTER OF THE CROSSING, 13.41 MI 44.0 FT, NORTH
 EJ0081'OF THE NORTH RAIL, AND 1.09 MI, 3.6 FT. NORTHWEST OF A TELE-POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0124 ***********************************************************************
 FG0124  DESIGNATION -  WRB
 FG0124  PID         -  FG0124
 FG0124  STATE/COUNTY-  AR/FAULKNER
 FG0124  USGS QUAD   -  HOLLAND (1994)
 FG0124
 FG0124                         *CURRENT SURVEY CONTROL
 FG0124  ___________________________________________________________________
 FG0124* NAD 83(1986)-  35 07 31.     (N)    092 17 02.     (W)     SCALED    
 FG0124* NAVD 88     -       125.550  (meters)     411.91   (feet)  ADJUSTED  
 FG0124  ___________________________________________________________________
 FG0124  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FG0124  DYNAMIC HT  -         125.433 (meters)     411.52  (feet)  COMP
 FG0124  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 FG0124
 FG0124  VERT ORDER  -  SECOND    CLASS 0
 FG0124
 FG0124.The horizontal coordinates were scaled from a topographic map and have
 FG0124.an estimated accuracy of +/- 6 seconds.
 FG0124
 FG0124.The orthometric height was determined by differential leveling
 FG0124.and adjusted by the National Geodetic Survey in June 1991..
 FG0124
 FG0124.The geoid height was determined by GEOID03.
 FG0124
 FG0124.The dynamic height is computed by dividing the NAVD 88
 FG0124.geopotential number by the normal gravity value computed on the
 FG0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0124.degrees latitude (g = 980.6199 gals.).
 FG0124
 FG0124.The modeled gravity was interpolated from observed gravity values.
 FG0124
 FG0124;                    North         East    Units  Estimated Accuracy
 FG0124;SPC AR N     -    87,900.      374,130.      MT  (+/- 180 meters Scaled)
 FG0124
 FG0124                          SUPERSEDED SURVEY CONTROL
 FG0124
 FG0124  NGVD 29 (??/??/92)  125.547  (m)          411.90   (f) ADJ UNCH    2 0
 FG0124
 FG0124.Superseded values are not recommended for survey control.
 FG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0124.See file dsdata.txt to determine how the superseded data were derived.
 FG0124
 FG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU652871(NAD 83)
 FG0124_MARKER: DD = SURVEY DISK
 FG0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0124_STAMPING: WRB 1936
 FG0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0124+STABILITY: SURFACE MOTION
 FG0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0124+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 FG0124
 FG0124  HISTORY     - Date     Condition        Report By
 FG0124  HISTORY     - 1936     MONUMENTED       ARGS
 FG0124  HISTORY     - 1962     GOOD             NGS
 FG0124  HISTORY     - 20050317 GOOD             ARHD
 FG0124  HISTORY     - 20060926 GOOD             JCLS
 FG0124
 FG0124                          STATION DESCRIPTION
 FG0124
 FG0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0124'9.8 MI NW FROM VILONIA.
 FG0124'5.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT VILONIA,
 FG0124'THENCE 4.1 MILES NORTH ALONG STATE HIGHWAY 36, 48 FEET WEST OF THE
 FG0124'CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF A POWER POLE, 13 FEET
 FG0124'WEST OF A METAL WITNESS POST, 4.4 FEET NORTH OF A FENCE, ABOUT 4 FEET
 FG0124'ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST
 FG0124'PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 FG0124
 FG0124                          STATION RECOVERY (2005)
 FG0124
 FG0124'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0124'RECOVERED IN GOOD CONDITION.
 FG0124
 FG0124                          STATION RECOVERY (2006)
 FG0124
 FG0124'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FG0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1767 ***********************************************************************
 EJ1767  DESIGNATION -  WRIGHT
 EJ1767  PID         -  EJ1767
 EJ1767  STATE/COUNTY-  AR/JEFFERSON
 EJ1767  USGS QUAD   -  WRIGHT (1975)
 EJ1767
 EJ1767                         *CURRENT SURVEY CONTROL
 EJ1767  ___________________________________________________________________
 EJ1767* NAD 83(1997)-  34 26 06.07484(N)    092 03 59.44302(W)     ADJUSTED  
 EJ1767* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 EJ1767  ___________________________________________________________________
 EJ1767  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EJ1767  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EJ1767
 EJ1767  HORZ ORDER  -  FIRST
 EJ1767
 EJ1767.The horizontal coordinates were established by classical geodetic methods
 EJ1767.and adjusted by the National Geodetic Survey in September 1999..
 EJ1767
 EJ1767.The orthometric height was scaled from a topographic map.
 EJ1767
 EJ1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1767
 EJ1767.The geoid height was determined by GEOID03.
 EJ1767
 EJ1767;                    North         East     Units Scale Factor Converg.
 EJ1767;SPC AR S     -   596,136.460   393,887.158   MT  0.99994284   -0 02 14.0
 EJ1767;SPC AR S     - 1,955,824.37  1,292,278.12   sFT  0.99994284   -0 02 14.0
 EJ1767;UTM  15      - 3,810,787.025   585,765.049   MT  0.99969066   +0 31 40.4
 EJ1767
 EJ1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1767!SPC AR S     -   0.99999359  x   0.99994284  =   0.99993643
 EJ1767!UTM  15      -   0.99999359  x   0.99969066  =   0.99968425
 EJ1767
 EJ1767:                Primary Azimuth Mark                     Grid Az
 EJ1767:SPC AR S     -  WRIGHT AZ MK                             004 06 14.8
 EJ1767:UTM  15      -  WRIGHT AZ MK                             003 32 20.4
 EJ1767
 EJ1767|---------------------------------------------------------------------|
 EJ1767| PID    Reference Object                     Distance      Geod. Az  |
 EJ1767|                                                           dddmmss.s |
 EJ1767| CY7203 WRIGHT AZ MK                                       0040400.8 |
 EJ1767| CY7204 WRIGHT RM 1                          44.208 METERS 02102     |
 EJ1767| CY7205 WRIGHT RM 2                          56.753 METERS 25753     |
 EJ1767|---------------------------------------------------------------------|
 EJ1767
 EJ1767                          SUPERSEDED SURVEY CONTROL
 EJ1767
 EJ1767  NAD 83(1986)-  34 26 06.08354(N)    092 03 59.43515(W) AD(       ) 1
 EJ1767  NAD 27      -  34 26 05.74000(N)    092 03 58.91900(W) AD(       ) 1
 EJ1767
 EJ1767.Superseded values are not recommended for survey control.
 EJ1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1767.See file dsdata.txt to determine how the superseded data were derived.
 EJ1767
 EJ1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8576510787(NAD 83)
 EJ1767_MARKER: DS = TRIANGULATION STATION DISK
 EJ1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1767
 EJ1767  HISTORY     - Date     Condition        Report By
 EJ1767  HISTORY     - 1940     MONUMENTED       CGS
 EJ1767  HISTORY     - 19690219 GOOD             USGS
 EJ1767  HISTORY     - 19980801 MARK NOT FOUND   NRCS
 EJ1767
 EJ1767                          STATION DESCRIPTION
 EJ1767
 EJ1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1767'ABOUT 8 MILES AIR-LINE NW OF SHERRILL ON PROPERTY OF THE
 EJ1767'PLUM BAYOU COOPERATIVE ASSOCIATION NEAR THE WRIGHT POST OFFICE.
 EJ1767'
 EJ1767'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EJ1767'DISKS SET IN CONCRETE AS DESCRIBED.
 EJ1767'
 EJ1767'REFERENCE MARK NO.1 IS IN THE TELEPHONE POLE LINE, 29 FEET W
 EJ1767'OF N-S GRAVEL ROAD, 3.1 FEET S OF WHITE WITNESS POST AND
 EJ1767'STAMPED WRIGHT NO.1 1940.
 EJ1767'
 EJ1767'REFERENCE MARK NO.2 IS IN THE TELEPHONE POLE LINE, 71 FEET SW
 EJ1767'OF SW CORNER OF HOME ECONOMICS BUILDING, 52 FEET E OF NE
 EJ1767'CONCRETE CORNER ROAD POST, 22 FEET N OF E-W GRAVEL ROAD,
 EJ1767'STAMPED WRIGHT NO.2 1940.  STATION AND REFERENCE MARKS ARE
 EJ1767'AT SAME ELEVATION.
 EJ1767'
 EJ1767'THE AZIMUTH MARK IS 32 FEET E OF N-S ROAD, 1 FOOT SW OF
 EJ1767'FENCE CORNER, 4 FEET S OF WHITE WITNESS POST AND STAMPED
 EJ1767'WRIGHT 1940.
 EJ1767'
 EJ1767'REACHED FROM THE SHERRILL POST OFFICE BY GOING N AND W ON STATE
 EJ1767'HIGHWAY 15 0.3 MILE TO WHERE STATE HIGHWAY TURNS RIGHT, TURN
 EJ1767'SHARP LEFT ON GRAVEL ROAD LEAVING STATE HIGHWAY 15 AND GO W
 EJ1767'0.3 MILE TO FORK JUST BEYOND BRIDGE, TAKE RIGHT FORK (W)
 EJ1767'4.1 MILES TO T-ROAD AT SMALL STORE, TURN RIGHT (N) AND GO
 EJ1767'0.8 MILE, TURN LEFT (W) AND GO 2.1 MILES, TURN RIGHT (N)
 EJ1767'AND GO 2.1 MILES, TURN RIGHT (N) AND GO 3.0 MILES TO PLUM
 EJ1767'BAYOU STORE AND WRIGHT POST OFFICE.  THE STATION IS N OF THE
 EJ1767'STORE ACROSS THE GRAVEL ROAD LEADING INTO THE PLUM BAYOU
 EJ1767'COOPERATIVE ASSOCIATION GROUNDS, 64.5 FEET SE OF SE CORNER
 EJ1767'OF THE HOME ECONOMICS BUILDING, 61 FEET N OF E-W GRAVEL
 EJ1767'ROAD AND 79 FEET W OF N-S GRAVEL ROAD.  MARK IS STAMPED
 EJ1767'WRIGHT 1940.
 EJ1767'
 EJ1767'A 116-FOOT TOWER WAS USED.
 EJ1767
 EJ1767                          STATION RECOVERY (1969)
 EJ1767
 EJ1767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 EJ1767'RECOVERED IN GOOD CONDITION.
 EJ1767
 EJ1767                          STATION RECOVERY (1998)
 EJ1767
 EJ1767'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EJ1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1690 ***********************************************************************
 EJ1690  DESIGNATION -  WRIGHTSVILLE RAD KAAY CEN MAST
 EJ1690  PID         -  EJ1690
 EJ1690  STATE/COUNTY-  AR/PULASKI
 EJ1690  USGS QUAD   -  WOODSON (1987)
 EJ1690
 EJ1690                         *CURRENT SURVEY CONTROL
 EJ1690  ___________________________________________________________________
 EJ1690* NAD 83(1997)-  34 36 00.65808(N)    092 13 29.51853(W)     ADJUSTED  
 EJ1690* NAVD 88     -                                                        
 EJ1690  ___________________________________________________________________
 EJ1690  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 EJ1690  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EJ1690
 EJ1690  HORZ ORDER  -  THIRD
 EJ1690
 EJ1690.The horizontal coordinates were established by classical geodetic methods
 EJ1690.and adjusted by the National Geodetic Survey in September 1999..
 EJ1690
 EJ1690
 EJ1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1690
 EJ1690.The geoid height was determined by GEOID03.
 EJ1690
 EJ1690;                    North         East     Units Scale Factor Converg.
 EJ1690;SPC AR S     -   614,478.004   379,373.718   MT  0.99996711   -0 07 33.1
 EJ1690;SPC AR S     - 2,015,999.92  1,244,661.94   sFT  0.99996711   -0 07 33.1
 EJ1690;UTM  15      - 3,828,979.334   571,075.336   MT  0.99966226   +0 26 24.6
 EJ1690
 EJ1690                          SUPERSEDED SURVEY CONTROL
 EJ1690
 EJ1690  NAD 83(1986)-  34 36 00.66835(N)    092 13 29.50969(W) AD(       ) 4
 EJ1690  NAD 27      -  34 36 00.33116(N)    092 13 28.97096(W) AD(       ) 3
 EJ1690
 EJ1690.Superseded values are not recommended for survey control.
 EJ1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1690.See file dsdata.txt to determine how the superseded data were derived.
 EJ1690
 EJ1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7107528979(NAD 83)
 EJ1690_MARKER: 42 = RADIO/TV MAST
 EJ1690
 EJ1690  HISTORY     - Date     Condition        Report By
 EJ1690  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1690
 EJ1690                          STATION DESCRIPTION
 EJ1690
 EJ1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 EJ1690'THE STATION IS THE CENTER OF THE TOP OF THE CENTER 1 OF 3 MASTS,
 EJ1690'LOCATED IN THE WEST EDGE OF WRIGHTSVILLE, ABOUT 11 MILES
 EJ1690'SOUTH-SOUTHEAST OF LITTLE ROCK.  IT IS A GUYED STEEL STRUCTURE
 EJ1690'PAINTED IN ALTERNATE SECTIONS WITH INTERNATIONAL ORANGE AND
 EJ1690'WHITE.  THE OVERALL HEIGHT IS 500 FEET.
 EJ1690'
 EJ1690'TO REACH FROM THE BOYS INDUSTRIAL SCHOOL IN WRIGHTSVILLE, GO
 EJ1690'SOUTH ON U.S. HIGHWAY 65 FOR 0.05 MILE TO A CROSSROAD.  TURN
 EJ1690'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO A RAILROAD
 EJ1690'CROSSING.  CROSS THE TRACKS AND TURN SHARP RIGHT AND GO NORTH
 EJ1690'AND WEST ON A GRAVELED ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.
 EJ1690'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE
 EJ1690'TRANSMITTER BUILDING AND THE MAST JUST SOUTH OF THIS BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0145 ***********************************************************************
 FG0145  DESIGNATION -  WRJ
 FG0145  PID         -  FG0145
 FG0145  STATE/COUNTY-  AR/FAULKNER
 FG0145  USGS QUAD   -  MOUNT VERNON (1994)
 FG0145
 FG0145                         *CURRENT SURVEY CONTROL
 FG0145  ___________________________________________________________________
 FG0145* NAD 83(1986)-  35 14 34.     (N)    092 07 24.     (W)     SCALED    
 FG0145* NAVD 88     -       173.829  (meters)     570.30   (feet)  ADJUSTED  
 FG0145  ___________________________________________________________________
 FG0145  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG0145  DYNAMIC HT  -         173.667 (meters)     569.77  (feet)  COMP
 FG0145  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FG0145
 FG0145  VERT ORDER  -  SECOND    CLASS 0
 FG0145
 FG0145.The horizontal coordinates were scaled from a topographic map and have
 FG0145.an estimated accuracy of +/- 6 seconds.
 FG0145
 FG0145.The orthometric height was determined by differential leveling
 FG0145.and adjusted by the National Geodetic Survey in June 1991..
 FG0145
 FG0145.The geoid height was determined by GEOID03.
 FG0145
 FG0145.The dynamic height is computed by dividing the NAVD 88
 FG0145.geopotential number by the normal gravity value computed on the
 FG0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0145.degrees latitude (g = 980.6199 gals.).
 FG0145
 FG0145.The modeled gravity was interpolated from observed gravity values.
 FG0145
 FG0145;                    North         East    Units  Estimated Accuracy
 FG0145;SPC AR N     -   100,900.      388,780.      MT  (+/- 180 meters Scaled)
 FG0145
 FG0145                          SUPERSEDED SURVEY CONTROL
 FG0145
 FG0145  NGVD 29 (??/??/92)  173.803  (m)          570.22   (f) ADJ UNCH    2 0
 FG0145
 FG0145.Superseded values are not recommended for survey control.
 FG0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0145.See file dsdata.txt to determine how the superseded data were derived.
 FG0145
 FG0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV797003(NAD 83)
 FG0145_MARKER: DD = SURVEY DISK
 FG0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0145_STAMPING: WRJ 1936
 FG0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0145+STABILITY: SURFACE MOTION
 FG0145
 FG0145  HISTORY     - Date     Condition        Report By
 FG0145  HISTORY     - 1936     MONUMENTED       ARGS
 FG0145  HISTORY     - 1962     GOOD             NGS
 FG0145
 FG0145                          STATION DESCRIPTION
 FG0145
 FG0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0145'1.2 MI N FROM MOUNT VERNON.
 FG0145'1.2 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT MOUNT
 FG0145'VERNON, 43.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 31.0 FEET
 FG0145'WEST OF A 24 INCH OAK TREE, 4.5 FEET EAST OF A FENCE LINE, SET IN THE
 FG0145'TOP OF A 6 INCH SQUARE POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0406 ***********************************************************************
 EJ0406  DESIGNATION -  WRR
 EJ0406  PID         -  EJ0406
 EJ0406  STATE/COUNTY-  AR/PULASKI
 EJ0406  USGS QUAD   -  CABOT (1987)
 EJ0406
 EJ0406                         *CURRENT SURVEY CONTROL
 EJ0406  ___________________________________________________________________
 EJ0406* NAD 83(1986)-  34 56 15.     (N)    092 07 26.     (W)     SCALED    
 EJ0406* NAVD 88     -        92.053  (meters)     302.01   (feet)  POSTED    
 EJ0406  ___________________________________________________________________
 EJ0406  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EJ0406  DYNAMIC HT  -          91.970 (meters)     301.74  (feet)  COMP
 EJ0406  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 EJ0406
 EJ0406  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EJ0406
 EJ0406.The horizontal coordinates were scaled from a topographic map and have
 EJ0406.an estimated accuracy of +/- 6 seconds.
 EJ0406
 EJ0406.The orthometric height was determined by differential leveling
 EJ0406.and adjusted by the National Geodetic Survey in 1992..
 EJ0406.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EJ0406.rate of 1.1 thru 2.0 mm/km.
 EJ0406
 EJ0406.The geoid height was determined by GEOID03.
 EJ0406
 EJ0406.The dynamic height is computed by dividing the NAVD 88
 EJ0406.geopotential number by the normal gravity value computed on the
 EJ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0406.degrees latitude (g = 980.6199 gals.).
 EJ0406
 EJ0406.The modeled gravity was interpolated from observed gravity values.
 EJ0406
 EJ0406;                    North         East    Units  Estimated Accuracy
 EJ0406;SPC AR S     -   651,880.      388,680.      MT  (+/- 180 meters Scaled)
 EJ0406
 EJ0406                          SUPERSEDED SURVEY CONTROL
 EJ0406
 EJ0406  NGVD 29 (??/??/92)   92.066  (m)          302.05   (f) ADJ UNCH    2 0
 EJ0406
 EJ0406.Superseded values are not recommended for survey control.
 EJ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0406.See file dsdata.txt to determine how the superseded data were derived.
 EJ0406
 EJ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU800664(NAD 83)
 EJ0406_MARKER: DB = BENCH MARK DISK
 EJ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0406_STAMPING: WRR 1939
 EJ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0406+STABILITY: SURFACE MOTION
 EJ0406
 EJ0406  HISTORY     - Date     Condition        Report By
 EJ0406  HISTORY     - 1939     MONUMENTED       CGS
 EJ0406  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0406
 EJ0406                          STATION DESCRIPTION
 EJ0406
 EJ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0406'6.5 MI W FROM CABOT.
 EJ0406'IN PULASKI COUNTY, 6 1/2 MILES WEST ALONG THE WARSAW ROAD FROM CABOT,
 EJ0406'LONOKE COUNTY, 2.9 MILES SOUTH ALONG TADPOLE ROAD, NEAR THE NORTHWEST
 EJ0406'CORNER OF SECTION 31, T. 4 N., R. 10 W., 390 FEET NORTH OF CONCORD
 EJ0406'CHURCH, AT THE JUNCTION OF MCKENZIE ROAD LEADING EAST, 39 FEET
 EJ0406'SOUTHWEST OF THE CENTER OF THE JUNCTION, 26 FEET WEST OF THE
 EJ0406'CENTERLINE OF TADPOLE ROAD, 81 FEET WEST OF THE NORTHWEST CORNER OF
 EJ0406'THE SIMONS RESIDENCE, 50 FEET WEST OF THE NORTHWEST FENCE CORNER, AND
 EJ0406'25 FEET EAST OF A 14-INCH ELM TREE.  A STANDARD DISK, STAMPED WRR 1939
 EJ0406'AND SET IN THE TOP OF A CONCRETE POST.
 EJ0406
 EJ0406                          STATION RECOVERY (1984)
 EJ0406
 EJ0406'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0407 ***********************************************************************
 EJ0407  DESIGNATION -  WRS
 EJ0407  PID         -  EJ0407
 EJ0407  STATE/COUNTY-  AR/PULASKI
 EJ0407  USGS QUAD   -  CABOT (1987)
 EJ0407
 EJ0407                         *CURRENT SURVEY CONTROL
 EJ0407  ___________________________________________________________________
 EJ0407* NAD 83(1986)-  34 56 27.     (N)    092 06 20.     (W)     SCALED    
 EJ0407* NAVD 88     -        84.024  (meters)     275.67   (feet)  POSTED    
 EJ0407  ___________________________________________________________________
 EJ0407  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EJ0407  DYNAMIC HT  -          83.950 (meters)     275.43  (feet)  COMP
 EJ0407  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 EJ0407
 EJ0407  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0407
 EJ0407.The horizontal coordinates were scaled from a topographic map and have
 EJ0407.an estimated accuracy of +/- 6 seconds.
 EJ0407
 EJ0407.The orthometric height was determined by differential leveling
 EJ0407.and adjusted by the National Geodetic Survey in 1992..
 EJ0407.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0407.rate of 0.0 thru 1.0 mm/km.
 EJ0407
 EJ0407.The geoid height was determined by GEOID03.
 EJ0407
 EJ0407.The dynamic height is computed by dividing the NAVD 88
 EJ0407.geopotential number by the normal gravity value computed on the
 EJ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0407.degrees latitude (g = 980.6199 gals.).
 EJ0407
 EJ0407.The modeled gravity was interpolated from observed gravity values.
 EJ0407
 EJ0407;                    North         East    Units  Estimated Accuracy
 EJ0407;SPC AR S     -   652,250.      390,360.      MT  (+/- 180 meters Scaled)
 EJ0407
 EJ0407                          SUPERSEDED SURVEY CONTROL
 EJ0407
 EJ0407  NGVD 29 (??/??/92)   84.039  (m)          275.72   (f) ADJ UNCH    2 0
 EJ0407
 EJ0407.Superseded values are not recommended for survey control.
 EJ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0407.See file dsdata.txt to determine how the superseded data were derived.
 EJ0407
 EJ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU816668(NAD 83)
 EJ0407_MARKER: DB = BENCH MARK DISK
 EJ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0407_STAMPING: WRS 1939
 EJ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0407+STABILITY: SURFACE MOTION
 EJ0407
 EJ0407  HISTORY     - Date     Condition        Report By
 EJ0407  HISTORY     - 1939     MONUMENTED       CGS
 EJ0407  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0407
 EJ0407                          STATION DESCRIPTION
 EJ0407
 EJ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0407'3.5 MI SW FROM CABOT.
 EJ0407'IN PULASKI COUNTY, 3 1/2 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM
 EJ0407'CABOT, LONOKE COUNTY, 2 MILES WEST ALONG WINKLER ROAD, NEAR THE
 EJ0407'SOUTHWEST CORNER OF SECTION 29, T. 4 N., R. 10 W., 150 FEET SOUTHEAST
 EJ0407'OF THE SOUTHEAST CORNER OF THE D. MCKENZIE RESIDENCE, 50 FEET
 EJ0407'NORTHEAST OF A DRAIN CROSSING THE ROAD, 19 FEET NORTH OF THE
 EJ0407'CENTERLINE OF THE ROAD, 52 FEET SOUTHWEST OF A 28-INCH POST-OAK TREE,
 EJ0407'AND 23 FEET SOUTHEAST OF A 6-INCH POST-OAK TREE.  A STANDARD DISK,
 EJ0407'STAMPED WRS 1939 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0407
 EJ0407                          STATION RECOVERY (1984)
 EJ0407
 EJ0407'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0408 ***********************************************************************
 EJ0408  DESIGNATION -  WRT
 EJ0408  PID         -  EJ0408
 EJ0408  STATE/COUNTY-  AR/PULASKI
 EJ0408  USGS QUAD   -  CABOT (1987)
 EJ0408
 EJ0408                         *CURRENT SURVEY CONTROL
 EJ0408  ___________________________________________________________________
 EJ0408* NAD 83(1986)-  34 56 25.     (N)    092 05 25.     (W)     SCALED    
 EJ0408* NAVD 88     -       101.221  (meters)     332.09   (feet)  POSTED    
 EJ0408  ___________________________________________________________________
 EJ0408  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EJ0408  DYNAMIC HT  -         101.130 (meters)     331.79  (feet)  COMP
 EJ0408  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 EJ0408
 EJ0408  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0408
 EJ0408.The horizontal coordinates were scaled from a topographic map and have
 EJ0408.an estimated accuracy of +/- 6 seconds.
 EJ0408
 EJ0408.The orthometric height was determined by differential leveling
 EJ0408.and adjusted by the National Geodetic Survey in 1992..
 EJ0408.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0408.rate of 0.0 thru 1.0 mm/km.
 EJ0408
 EJ0408.The geoid height was determined by GEOID03.
 EJ0408
 EJ0408.The dynamic height is computed by dividing the NAVD 88
 EJ0408.geopotential number by the normal gravity value computed on the
 EJ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0408.degrees latitude (g = 980.6199 gals.).
 EJ0408
 EJ0408.The modeled gravity was interpolated from observed gravity values.
 EJ0408
 EJ0408;                    North         East    Units  Estimated Accuracy
 EJ0408;SPC AR S     -   652,190.      391,750.      MT  (+/- 180 meters Scaled)
 EJ0408
 EJ0408                          SUPERSEDED SURVEY CONTROL
 EJ0408
 EJ0408  NGVD 29 (??/??/92)  101.235  (m)          332.14   (f) ADJ UNCH    2 0
 EJ0408
 EJ0408.Superseded values are not recommended for survey control.
 EJ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0408.See file dsdata.txt to determine how the superseded data were derived.
 EJ0408
 EJ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU830667(NAD 83)
 EJ0408_MARKER: DB = BENCH MARK DISK
 EJ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0408_STAMPING: WRT 1939
 EJ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0408+STABILITY: SURFACE MOTION
 EJ0408
 EJ0408  HISTORY     - Date     Condition        Report By
 EJ0408  HISTORY     - 1939     MONUMENTED       CGS
 EJ0408  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0408
 EJ0408                          STATION DESCRIPTION
 EJ0408
 EJ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0408'3.5 MI SW FROM CABOT.
 EJ0408'IN PULASKI COUNTY, 3 1/2 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM
 EJ0408'CABOT, LONOKE COUNTY, 1 MILE WEST ALONG WINKLER ROAD, NEAR THE
 EJ0408'SOUTHWEST CORNER OF SECTION 28, T. 4 N., R. 10 W., 828 FEET NORTHWEST
 EJ0408'OF THE NORTHWEST CORNER OF EBENEZER CHURCH, 233 FEET NORTHEAST OF THE
 EJ0408'NORTHEAST CORNER OF THE M. J. WEST RESIDENCE, AT A ROAD INTERSECTION,
 EJ0408'43 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, AND 5 1/2 FEET
 EJ0408'NORTHWEST OF A POWER LINE POLE.  A STANDARD DISK, STAMPED WRT 1939 AND
 EJ0408'SET IN THE TOP OF A CONCRETE POST.
 EJ0408
 EJ0408                          STATION RECOVERY (1984)
 EJ0408
 EJ0408'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0409 ***********************************************************************
 EJ0409  DESIGNATION -  WRU
 EJ0409  PID         -  EJ0409
 EJ0409  STATE/COUNTY-  AR/PULASKI
 EJ0409  USGS QUAD   -  CABOT (1987)
 EJ0409
 EJ0409                         *CURRENT SURVEY CONTROL
 EJ0409  ___________________________________________________________________
 EJ0409* NAD 83(1986)-  34 56 24.     (N)    092 04 28.     (W)     SCALED    
 EJ0409* NAVD 88     -        82.769  (meters)     271.55   (feet)  POSTED    
 EJ0409  ___________________________________________________________________
 EJ0409  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EJ0409  DYNAMIC HT  -          82.690 (meters)     271.29  (feet)  COMP
 EJ0409  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 EJ0409
 EJ0409  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0409
 EJ0409.The horizontal coordinates were scaled from a topographic map and have
 EJ0409.an estimated accuracy of +/- 6 seconds.
 EJ0409
 EJ0409.The orthometric height was determined by differential leveling
 EJ0409.and adjusted by the National Geodetic Survey in 1992..
 EJ0409.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0409.rate of 0.0 thru 1.0 mm/km.
 EJ0409
 EJ0409.The geoid height was determined by GEOID03.
 EJ0409
 EJ0409.The dynamic height is computed by dividing the NAVD 88
 EJ0409.geopotential number by the normal gravity value computed on the
 EJ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0409.degrees latitude (g = 980.6199 gals.).
 EJ0409
 EJ0409.The modeled gravity was interpolated from observed gravity values.
 EJ0409
 EJ0409;                    North         East    Units  Estimated Accuracy
 EJ0409;SPC AR S     -   652,160.      393,200.      MT  (+/- 180 meters Scaled)
 EJ0409
 EJ0409                          SUPERSEDED SURVEY CONTROL
 EJ0409
 EJ0409  NGVD 29 (??/??/92)   82.779  (m)          271.58   (f) ADJ UNCH    2 0
 EJ0409
 EJ0409.Superseded values are not recommended for survey control.
 EJ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0409.See file dsdata.txt to determine how the superseded data were derived.
 EJ0409
 EJ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU845667(NAD 83)
 EJ0409_MARKER: DB = BENCH MARK DISK
 EJ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0409_STAMPING: WRU 1939
 EJ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0409+STABILITY: SURFACE MOTION
 EJ0409
 EJ0409  HISTORY     - Date     Condition        Report By
 EJ0409  HISTORY     - 1939     MONUMENTED       CGS
 EJ0409  HISTORY     - 20020329 MARK NOT FOUND   USACE
 EJ0409
 EJ0409                          STATION DESCRIPTION
 EJ0409
 EJ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0409'3.5 MI SW FROM CABOT.
 EJ0409'IN PULASKI COUNTY, 3 1/2 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM
 EJ0409'CABOT, LONOKE COUNTY, NEAR THE SOUTHEAST CORNER OF SECTION 28, T. 4
 EJ0409'N., R. 10 W., 700 FEET SOUTHWEST OF THE MONUMENT MARKING THE
 EJ0409'PULASKI-LONOKE COUNTY LINE, 240 FEET SOUTHWEST OF THE JUNCTION OF
 EJ0409'WINKLER ROAD, AND 16 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EJ0409'A STANDARD DISK, STAMPED WRU 1939 AND SET IN THE TOP OF A CONCRETE
 EJ0409'POST.
 EJ0409
 EJ0409                          STATION RECOVERY (2002)
 EJ0409
 EJ0409'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EJ0409'THE STATION IS PRESUMED DESTROYED DUE TO NEW HWY 67 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0405 ***********************************************************************
 EJ0405  DESIGNATION -  WRV
 EJ0405  PID         -  EJ0405
 EJ0405  STATE/COUNTY-  AR/PULASKI
 EJ0405  USGS QUAD   -  CABOT (1987)
 EJ0405
 EJ0405                         *CURRENT SURVEY CONTROL
 EJ0405  ___________________________________________________________________
 EJ0405* NAD 83(1986)-  34 57 17.     (N)    092 07 24.     (W)     SCALED    
 EJ0405* NAVD 88     -        87.401  (meters)     286.75   (feet)  POSTED    
 EJ0405  ___________________________________________________________________
 EJ0405  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EJ0405  DYNAMIC HT  -          87.320 (meters)     286.48  (feet)  COMP
 EJ0405  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 EJ0405
 EJ0405  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EJ0405
 EJ0405.The horizontal coordinates were scaled from a topographic map and have
 EJ0405.an estimated accuracy of +/- 6 seconds.
 EJ0405
 EJ0405.The orthometric height was determined by differential leveling
 EJ0405.and adjusted by the National Geodetic Survey in 1992..
 EJ0405.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EJ0405.rate of 2.1 thru 3.0 mm/km.
 EJ0405
 EJ0405.The geoid height was determined by GEOID03.
 EJ0405
 EJ0405.The dynamic height is computed by dividing the NAVD 88
 EJ0405.geopotential number by the normal gravity value computed on the
 EJ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0405.degrees latitude (g = 980.6199 gals.).
 EJ0405
 EJ0405.The modeled gravity was interpolated from observed gravity values.
 EJ0405
 EJ0405;                    North         East    Units  Estimated Accuracy
 EJ0405;SPC AR S     -   653,790.      388,730.      MT  (+/- 180 meters Scaled)
 EJ0405
 EJ0405                          SUPERSEDED SURVEY CONTROL
 EJ0405
 EJ0405  NGVD 29 (??/??/92)   87.411  (m)          286.78   (f) ADJ UNCH    2 0
 EJ0405
 EJ0405.Superseded values are not recommended for survey control.
 EJ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0405.See file dsdata.txt to determine how the superseded data were derived.
 EJ0405
 EJ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU800683(NAD 83)
 EJ0405_MARKER: DB = BENCH MARK DISK
 EJ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0405_STAMPING: WRV 1939
 EJ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0405+STABILITY: SURFACE MOTION
 EJ0405
 EJ0405  HISTORY     - Date     Condition        Report By
 EJ0405  HISTORY     - 1939     MONUMENTED       CGS
 EJ0405  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0405
 EJ0405                          STATION DESCRIPTION
 EJ0405
 EJ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0405'6.5 MI W FROM CABOT.
 EJ0405'IN PULASKI COUNTY, 6 1/2 MILES WEST ALONG THE WARSAW ROAD FROM CABOT,
 EJ0405'LONOKE COUNTY, 1.7 MILES SOUTH ALONG TADPOLE ROAD, 600 FEET NORTHEAST
 EJ0405'OF THE J. A. PETERS RESIDENCE, AT THE JUNCTION OF PETERS ROAD LEADING
 EJ0405'EAST, 29 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 18 FEET WEST OF
 EJ0405'THE CENTERLINE OF THE ROAD, AND 3 FEET NORTHWEST OF A POLE.  A
 EJ0405'STANDARD DISK, STAMPED WRV 1939 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0405
 EJ0405                          STATION RECOVERY (1984)
 EJ0405
 EJ0405'RECOVERY NOTE BY US POWER SQUADRON 1984 (FSS)
 EJ0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0291 ***********************************************************************
 FG0291  DESIGNATION -  WRX
 FG0291  PID         -  FG0291
 FG0291  STATE/COUNTY-  AR/PULASKI
 FG0291  USGS QUAD   -  VILONIA (1994)
 FG0291
 FG0291                         *CURRENT SURVEY CONTROL
 FG0291  ___________________________________________________________________
 FG0291* NAD 83(1986)-  35 00 38.     (N)    092 12 35.     (W)     SCALED    
 FG0291* NAVD 88     -       132.340  (meters)     434.19   (feet)  POSTED    
 FG0291  ___________________________________________________________________
 FG0291  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FG0291  DYNAMIC HT  -         132.210 (meters)     433.76  (feet)  COMP
 FG0291  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 FG0291
 FG0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0291
 FG0291.The horizontal coordinates were scaled from a topographic map and have
 FG0291.an estimated accuracy of +/- 6 seconds.
 FG0291
 FG0291.The orthometric height was determined by differential leveling
 FG0291.and adjusted by the National Geodetic Survey in 1992..
 FG0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0291.rate of 0.0 thru 1.0 mm/km.
 FG0291
 FG0291.The geoid height was determined by GEOID03.
 FG0291
 FG0291.The dynamic height is computed by dividing the NAVD 88
 FG0291.geopotential number by the normal gravity value computed on the
 FG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0291.degrees latitude (g = 980.6199 gals.).
 FG0291
 FG0291.The modeled gravity was interpolated from observed gravity values.
 FG0291
 FG0291;                    North         East    Units  Estimated Accuracy
 FG0291;SPC AR S     -   660,000.      380,860.      MT  (+/- 180 meters Scaled)
 FG0291
 FG0291                          SUPERSEDED SURVEY CONTROL
 FG0291
 FG0291  NGVD 29 (??/??/92)  132.347  (m)          434.21   (f) ADJ UNCH    2 0
 FG0291
 FG0291.Superseded values are not recommended for survey control.
 FG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0291.See file dsdata.txt to determine how the superseded data were derived.
 FG0291
 FG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU721744(NAD 83)
 FG0291_MARKER: DD = SURVEY DISK
 FG0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0291_STAMPING: WRX 1939
 FG0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0291+STABILITY: SURFACE MOTION
 FG0291
 FG0291  HISTORY     - Date     Condition        Report By
 FG0291  HISTORY     - 1939     MONUMENTED       ARGS
 FG0291  HISTORY     - 1953     GOOD             NGS
 FG0291
 FG0291                          STATION DESCRIPTION
 FG0291
 FG0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FG0291'1.5 MI S FROM OTTO.
 FG0291'IN PULASKI COUNTY, 1.5 MILES SOUTH ALONG THE LITTLE ROCK-VILONIA ROAD
 FG0291'FROM OTTO, FAULKNER COUNTY, NEAR THE NORTHEAST CORNER OF THE SOUTHEAST
 FG0291'QUARTER OF SECTION 6, T. 4 N., R. 11 W., 250 FEET SOUTH OF THE
 FG0291'PULASKI-FAULKNER COUNTY LINE, AT THE HESLEP RESIDENCE, 16 FEET
 FG0291'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 39 FEET WEST OF THE
 FG0291'CENTERLINE OF THE ROAD, 32 FEET NORTH OF A POLE, AND 7 FEET EAST OF A
 FG0291'20-INCH SWEET GUM TREE MARKED BM.  A STANDARD DISK, STAMPED WRX 1939
 FG0291'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0292 ***********************************************************************
 FG0292  DESIGNATION -  WRY
 FG0292  PID         -  FG0292
 FG0292  STATE/COUNTY-  AR/FAULKNER
 FG0292  USGS QUAD   -  VILONIA (1994)
 FG0292
 FG0292                         *CURRENT SURVEY CONTROL
 FG0292  ___________________________________________________________________
 FG0292* NAD 83(1986)-  35 01 45.     (N)    092 11 34.     (W)     SCALED    
 FG0292* NAVD 88     -       126.175  (meters)     413.96   (feet)  POSTED    
 FG0292  ___________________________________________________________________
 FG0292  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FG0292  DYNAMIC HT  -         126.060 (meters)     413.58  (feet)  COMP
 FG0292  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 FG0292
 FG0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0292
 FG0292.The horizontal coordinates were scaled from a topographic map and have
 FG0292.an estimated accuracy of +/- 6 seconds.
 FG0292
 FG0292.The orthometric height was determined by differential leveling
 FG0292.and adjusted by the National Geodetic Survey in 1992..
 FG0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0292.rate of 0.0 thru 1.0 mm/km.
 FG0292
 FG0292.The geoid height was determined by GEOID03.
 FG0292
 FG0292.The dynamic height is computed by dividing the NAVD 88
 FG0292.geopotential number by the normal gravity value computed on the
 FG0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0292.degrees latitude (g = 980.6199 gals.).
 FG0292
 FG0292.The modeled gravity was interpolated from observed gravity values.
 FG0292
 FG0292;                    North         East    Units  Estimated Accuracy
 FG0292;SPC AR N     -    77,210.      382,410.      MT  (+/- 180 meters Scaled)
 FG0292
 FG0292                          SUPERSEDED SURVEY CONTROL
 FG0292
 FG0292  NGVD 29 (??/??/92)  126.181  (m)          413.98   (f) ADJ UNCH    2 0
 FG0292
 FG0292.Superseded values are not recommended for survey control.
 FG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0292.See file dsdata.txt to determine how the superseded data were derived.
 FG0292
 FG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU736765(NAD 83)
 FG0292_MARKER: DD = SURVEY DISK
 FG0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0292_STAMPING: WRY 1939
 FG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0292+STABILITY: SURFACE MOTION
 FG0292
 FG0292  HISTORY     - Date     Condition        Report By
 FG0292  HISTORY     - 1939     MONUMENTED       ARGS
 FG0292  HISTORY     - 1953     GOOD             NGS
 FG0292
 FG0292                          STATION DESCRIPTION
 FG0292
 FG0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FG0292'IN OTTO.
 FG0292'AT OTTO, FAULKNER COUNTY, AT THE SOUTHEAST CORNER OF THE SOUTHEAST
 FG0292'QUARTER OF SECTION 29, T. 5 N., R. 11 W., AT THE J. F. CARTWRIGHT
 FG0292'STORE AND RESIDENCE, 68 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FG0292'STORE, 44 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 57 FEET
 FG0292'NORTHWEST OF THE CENTERLINE OF THE ROAD, 83 FEET NORTHWEST OF A POLE
 FG0292'MARKED BM, AND 2 FEET WEST OF A ROUND ROCK FLOWER BED.  A STANDARD
 FG0292'DISK, STAMPED WRY 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0293 ***********************************************************************
 FG0293  DESIGNATION -  WRZ
 FG0293  PID         -  FG0293
 FG0293  STATE/COUNTY-  AR/FAULKNER
 FG0293  USGS QUAD   -  VILONIA (1994)
 FG0293
 FG0293                         *CURRENT SURVEY CONTROL
 FG0293  ___________________________________________________________________
 FG0293* NAD 83(1986)-  35 02 15.     (N)    092 10 08.     (W)     SCALED    
 FG0293* NAVD 88     -       132.211  (meters)     433.76   (feet)  POSTED    
 FG0293  ___________________________________________________________________
 FG0293  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FG0293  DYNAMIC HT  -         132.090 (meters)     433.37  (feet)  COMP
 FG0293  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FG0293
 FG0293  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FG0293
 FG0293.The horizontal coordinates were scaled from a topographic map and have
 FG0293.an estimated accuracy of +/- 6 seconds.
 FG0293
 FG0293.The orthometric height was determined by differential leveling
 FG0293.and adjusted by the National Geodetic Survey in 1992..
 FG0293.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FG0293.rate of 0.0 thru 1.0 mm/km.
 FG0293
 FG0293.The geoid height was determined by GEOID03.
 FG0293
 FG0293.The dynamic height is computed by dividing the NAVD 88
 FG0293.geopotential number by the normal gravity value computed on the
 FG0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0293.degrees latitude (g = 980.6199 gals.).
 FG0293
 FG0293.The modeled gravity was interpolated from observed gravity values.
 FG0293
 FG0293;                    North         East    Units  Estimated Accuracy
 FG0293;SPC AR N     -    78,140.      384,590.      MT  (+/- 180 meters Scaled)
 FG0293
 FG0293                          SUPERSEDED SURVEY CONTROL
 FG0293
 FG0293  NGVD 29 (??/??/92)  132.217  (m)          433.78   (f) ADJ UNCH    2 0
 FG0293
 FG0293.Superseded values are not recommended for survey control.
 FG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0293.See file dsdata.txt to determine how the superseded data were derived.
 FG0293
 FG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU758775(NAD 83)
 FG0293_MARKER: DD = SURVEY DISK
 FG0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0293_STAMPING: WRZ 1940
 FG0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0293+STABILITY: SURFACE MOTION
 FG0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0293+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 FG0293
 FG0293  HISTORY     - Date     Condition        Report By
 FG0293  HISTORY     - 1940     MONUMENTED       ARGS
 FG0293  HISTORY     - 1953     GOOD             NGS
 FG0293  HISTORY     - 20030402 GOOD             INDIV
 FG0293
 FG0293                          STATION DESCRIPTION
 FG0293
 FG0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FG0293'0.6 MI N FROM OTTO.
 FG0293'0.6 MILE NORTH ALONG THE LITTLE ROCK-VILONIA ROAD FROM OTTO, FAULKNER
 FG0293'COUNTY, 1.5 MILES EAST ALONG A COUNTY ROAD, AT THE JUNCTION OF A
 FG0293'T-ROAD LEADING NORTH, 40 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION,
 FG0293'AT THE D. G. ADAMS FARMHOUSE, 70 FEET NORTHEAST OF THE NORTHWEST
 FG0293'CORNER OF THE HOUSE, 33 FEET NORTHEAST OF A 12-INCH CEDAR TREE, AND 18
 FG0293'FEET WEST OF A 24-INCH POST-OAK TREE MARKED BM.  A STANDRD DISK,
 FG0293'STAMPED WRZ 1940 AND SET IN THE TOP OF A CONCRETE POST.
 FG0293
 FG0293                          STATION RECOVERY (2003)
 FG0293
 FG0293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 FG0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1823 ***********************************************************************
 EH1823  DESIGNATION -  WSI
 EH1823  PID         -  EH1823
 EH1823  STATE/COUNTY-  AR/JEFFERSON
 EH1823  USGS QUAD   -  GETHSEMANE (1971)
 EH1823
 EH1823                         *CURRENT SURVEY CONTROL
 EH1823  ___________________________________________________________________
 EH1823* NAD 83(1986)-  34 25 33.     (N)    091 49 54.     (W)     SCALED    
 EH1823* NAVD 88     -        62.145  (meters)     203.89   (feet)  POSTED    
 EH1823  ___________________________________________________________________
 EH1823  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH1823  DYNAMIC HT  -          62.090 (meters)     203.71  (feet)  COMP
 EH1823  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 EH1823
 EH1823  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH1823
 EH1823.The horizontal coordinates were scaled from a topographic map and have
 EH1823.an estimated accuracy of +/- 6 seconds.
 EH1823
 EH1823.The orthometric height was determined by differential leveling
 EH1823.and adjusted by the National Geodetic Survey in 1992..
 EH1823.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH1823.rate of 0.0 thru 1.0 mm/km.
 EH1823
 EH1823.The geoid height was determined by GEOID03.
 EH1823
 EH1823.The dynamic height is computed by dividing the NAVD 88
 EH1823.geopotential number by the normal gravity value computed on the
 EH1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1823.degrees latitude (g = 980.6199 gals.).
 EH1823
 EH1823.The modeled gravity was interpolated from observed gravity values.
 EH1823
 EH1823;                    North         East    Units  Estimated Accuracy
 EH1823;SPC AR S     -   595,130.      415,470.      MT  (+/- 180 meters Scaled)
 EH1823
 EH1823                          SUPERSEDED SURVEY CONTROL
 EH1823
 EH1823  NGVD 29 (??/??/??)   62.180  (m)          204.00   (f) ADJUSTED    2 0
 EH1823
 EH1823.Superseded values are not recommended for survey control.
 EH1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1823.See file dsdata.txt to determine how the superseded data were derived.
 EH1823
 EH1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU073099(NAD 83)
 EH1823_MARKER: DD = SURVEY DISK
 EH1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1823_STAMPING: W S I 1937
 EH1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1823+STABILITY: SURFACE MOTION
 EH1823
 EH1823  HISTORY     - Date     Condition        Report By
 EH1823  HISTORY     - 1937     MONUMENTED       ARGS
 EH1823  HISTORY     - 1955     GOOD             CGS
 EH1823  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1823
 EH1823                          STATION DESCRIPTION
 EH1823
 EH1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1823'10.0 MI S FROM COY.
 EH1823'8.0 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT COY,
 EH1823'THENCE 2.0 MILES EAST ALONG THE WABBASEKA ROAD, 40 FEET NORTHEAST OF
 EH1823'THE NORTHEAST CORNER OF THE OAK GROVE CHURCH, AT A ROAD INTERSECTION,
 EH1823'35 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34 FEET
 EH1823'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 13 FEET WEST OF A
 EH1823'FENCE CORNER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 EH1823'FOOT ABOVE THE GROUND.
 EH1823
 EH1823                          STATION RECOVERY (1962)
 EH1823
 EH1823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1821 ***********************************************************************
 EH1821  DESIGNATION -  WSO
 EH1821  PID         -  EH1821
 EH1821  STATE/COUNTY-  AR/JEFFERSON
 EH1821  USGS QUAD   -  GETHSEMANE (1971)
 EH1821
 EH1821                         *CURRENT SURVEY CONTROL
 EH1821  ___________________________________________________________________
 EH1821* NAD 83(1986)-  34 24 16.     (N)    091 49 54.     (W)     SCALED    
 EH1821* NAVD 88     -        61.461  (meters)     201.64   (feet)  POSTED    
 EH1821  ___________________________________________________________________
 EH1821  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EH1821  DYNAMIC HT  -          61.400 (meters)     201.44  (feet)  COMP
 EH1821  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 EH1821
 EH1821  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH1821
 EH1821.The horizontal coordinates were scaled from a topographic map and have
 EH1821.an estimated accuracy of +/- 6 seconds.
 EH1821
 EH1821.The orthometric height was determined by differential leveling
 EH1821.and adjusted by the National Geodetic Survey in 1992..
 EH1821.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH1821.rate of 0.0 thru 1.0 mm/km.
 EH1821
 EH1821.The geoid height was determined by GEOID03.
 EH1821
 EH1821.The dynamic height is computed by dividing the NAVD 88
 EH1821.geopotential number by the normal gravity value computed on the
 EH1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1821.degrees latitude (g = 980.6199 gals.).
 EH1821
 EH1821.The modeled gravity was interpolated from observed gravity values.
 EH1821
 EH1821;                    North         East    Units  Estimated Accuracy
 EH1821;SPC AR S     -   592,760.      415,480.      MT  (+/- 180 meters Scaled)
 EH1821
 EH1821                          SUPERSEDED SURVEY CONTROL
 EH1821
 EH1821  NGVD 29 (??/??/??)   61.496  (m)          201.76   (f) ADJUSTED    2 0
 EH1821
 EH1821.Superseded values are not recommended for survey control.
 EH1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1821.See file dsdata.txt to determine how the superseded data were derived.
 EH1821
 EH1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU073076(NAD 83)
 EH1821_MARKER: DD = SURVEY DISK
 EH1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1821_STAMPING: W S O 1937
 EH1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1821+STABILITY: SURFACE MOTION
 EH1821
 EH1821  HISTORY     - Date     Condition        Report By
 EH1821  HISTORY     - 1937     MONUMENTED       ARGS
 EH1821  HISTORY     - 1955     GOOD             CGS
 EH1821  HISTORY     - 20030618 MARK NOT FOUND   USACE
 EH1821
 EH1821                          STATION DESCRIPTION
 EH1821
 EH1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1821'11.5 MI S FROM COY.
 EH1821'8.0 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT COY,
 EH1821'THENCE 3.5 MILES SOUTHEAST ALONG THE WABBASEKA ROAD, 173 FEET
 EH1821'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 67 FEET NORTH OF THE
 EH1821'CENTER LINE OF A PRIVATE ROAD LEADING EAST, 63 FEET NORTHEAST OF A 60
 EH1821'INCH PECAN TREE, 30 FEET SOUTHWEST OF A POWER POLE, 26 FEET EAST OF
 EH1821'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 0.6 FOOT EAST OF A NORTH
 EH1821'AND SOUTH FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.6 FOOT
 EH1821'BELOW THE TOP OF THE GROUND.
 EH1821
 EH1821                          STATION RECOVERY (2003)
 EH1821
 EH1821'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1816 ***********************************************************************
 EH1816  DESIGNATION -  WSZ
 EH1816  PID         -  EH1816
 EH1816  STATE/COUNTY-  AR/JEFFERSON
 EH1816  USGS QUAD   -  ALTHEIMER (1971)
 EH1816
 EH1816                         *CURRENT SURVEY CONTROL
 EH1816  ___________________________________________________________________
 EH1816* NAD 83(1986)-  34 22 09.     (N)    091 47 46.     (W)     SCALED    
 EH1816* NAVD 88     -        60.373  (meters)     198.07   (feet)  POSTED    
 EH1816  ___________________________________________________________________
 EH1816  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EH1816  DYNAMIC HT  -          60.320 (meters)     197.90  (feet)  COMP
 EH1816  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 EH1816
 EH1816  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH1816
 EH1816.The horizontal coordinates were scaled from a topographic map and have
 EH1816.an estimated accuracy of +/- 6 seconds.
 EH1816
 EH1816.The orthometric height was determined by differential leveling
 EH1816.and adjusted by the National Geodetic Survey in 1992..
 EH1816.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH1816.rate of 0.0 thru 1.0 mm/km.
 EH1816
 EH1816.The geoid height was determined by GEOID03.
 EH1816
 EH1816.The dynamic height is computed by dividing the NAVD 88
 EH1816.geopotential number by the normal gravity value computed on the
 EH1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1816.degrees latitude (g = 980.6199 gals.).
 EH1816
 EH1816.The modeled gravity was interpolated from observed gravity values.
 EH1816
 EH1816;                    North         East    Units  Estimated Accuracy
 EH1816;SPC AR S     -   588,850.      418,750.      MT  (+/- 180 meters Scaled)
 EH1816
 EH1816                          SUPERSEDED SURVEY CONTROL
 EH1816
 EH1816  NGVD 29 (??/??/??)   60.407  (m)          198.19   (f) ADJUSTED    2 0
 EH1816
 EH1816.Superseded values are not recommended for survey control.
 EH1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1816.See file dsdata.txt to determine how the superseded data were derived.
 EH1816
 EH1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU106037(NAD 83)
 EH1816_MARKER: DD = SURVEY DISK
 EH1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1816_STAMPING: W S Z 1937
 EH1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1816+STABILITY: SURFACE MOTION
 EH1816
 EH1816  HISTORY     - Date     Condition        Report By
 EH1816  HISTORY     - 1937     MONUMENTED       ARGS
 EH1816  HISTORY     - 1955     GOOD             CGS
 EH1816  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1816
 EH1816                          STATION DESCRIPTION
 EH1816
 EH1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1816'0.6 MI N FROM WABBASEKA.
 EH1816'0.6 MILE NORTH ALONG THE GETHSEMANE ROAD FROM THE ST. LOUIS
 EH1816'SOUTHWESTERN RAILWAY STATION AT WABBASEKA, JEFFERSON COUNTY, AT
 EH1816'JEFFERSON COUNTY TRAINING SCHOOL, 168 FEET EAST OF THE SOUTHEAST
 EH1816'CORNER OF THE BUILDING, 63 FEET SOUTH OF THE CENTERLINE OF THE
 EH1816'DRIVEWAY, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF
 EH1816'A 5-INCH SYCAMORE TREE, 14 FEET WEST OF A POLE.  A STATE SURVEY
 EH1816'STANDARD DISK, STAMPED WSZ 1937 AND SET IN THE TOP OF A CONCRETE POST.
 EH1816
 EH1816                          STATION RECOVERY (1964)
 EH1816
 EH1816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0347 ***********************************************************************
 EJ0347  DESIGNATION -  WTA
 EJ0347  PID         -  EJ0347
 EJ0347  STATE/COUNTY-  AR/LONOKE
 EJ0347  USGS QUAD   -  SCOTT (1987)
 EJ0347
 EJ0347                         *CURRENT SURVEY CONTROL
 EJ0347  ___________________________________________________________________
 EJ0347* NAD 83(1986)-  34 39 04.     (N)    092 00 30.     (W)     SCALED    
 EJ0347* NAVD 88     -        69.897  (meters)     229.32   (feet)  POSTED    
 EJ0347  ___________________________________________________________________
 EJ0347  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EJ0347  DYNAMIC HT  -          69.830 (meters)     229.10  (feet)  COMP
 EJ0347  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 EJ0347
 EJ0347  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0347
 EJ0347.The horizontal coordinates were scaled from a topographic map and have
 EJ0347.an estimated accuracy of +/- 6 seconds.
 EJ0347
 EJ0347.The orthometric height was determined by differential leveling
 EJ0347.and adjusted by the National Geodetic Survey in 1992..
 EJ0347.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0347.rate of 0.0 thru 1.0 mm/km.
 EJ0347
 EJ0347.The geoid height was determined by GEOID03.
 EJ0347
 EJ0347.The dynamic height is computed by dividing the NAVD 88
 EJ0347.geopotential number by the normal gravity value computed on the
 EJ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0347.degrees latitude (g = 980.6199 gals.).
 EJ0347
 EJ0347.The modeled gravity was interpolated from observed gravity values.
 EJ0347
 EJ0347;                    North         East    Units  Estimated Accuracy
 EJ0347;SPC AR S     -   620,110.      399,240.      MT  (+/- 180 meters Scaled)
 EJ0347
 EJ0347                          SUPERSEDED SURVEY CONTROL
 EJ0347
 EJ0347  NGVD 29 (??/??/92)   69.935  (m)          229.45   (f) ADJ UNCH    2 0
 EJ0347
 EJ0347.Superseded values are not recommended for survey control.
 EJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0347.See file dsdata.txt to determine how the superseded data were derived.
 EJ0347
 EJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU908348(NAD 83)
 EJ0347_MARKER: DD = SURVEY DISK
 EJ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0347_STAMPING: W T A 1936
 EJ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0347+STABILITY: SURFACE MOTION
 EJ0347
 EJ0347  HISTORY     - Date     Condition        Report By
 EJ0347  HISTORY     - 1936     MONUMENTED       ARGS
 EJ0347  HISTORY     - 1955     GOOD             NGS
 EJ0347  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ0347
 EJ0347                          STATION DESCRIPTION
 EJ0347
 EJ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EJ0347'3.1 MI E FROM TOLTEC.
 EJ0347'3.1 MILES EAST ALONG OLD STATE HIGHWAY 30 FROM THE ST. LOUIS
 EJ0347'SOUTHWESTERN RAILWAY STATION AT TOLTEC, LONOKE COUNTY, AT THE JUNCTION
 EJ0347'OF A COUNTY ROAD LEADING NORTH TO METO, 325 FEET NORTH OF THE OLD
 EJ0347'HIGHWAY, 130 FEET EAST OF THE ROAD, AT REDWINE SCHOOL, 36 FEET SOUTH
 EJ0347'OF THE MAIN ENTRANCE, 6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EJ0347'BUILDING, AND SET IN THE TOP OF A CONCRETE POST.
 EJ0347
 EJ0347                          STATION RECOVERY (1976)
 EJ0347
 EJ0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EJ0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2286 ***********************************************************************
 EH2286  DESIGNATION -  WTB
 EH2286  PID         -  EH2286
 EH2286  STATE/COUNTY-  AR/LONOKE
 EH2286  USGS QUAD   -  PETTUS (1982)
 EH2286
 EH2286                         *CURRENT SURVEY CONTROL
 EH2286  ___________________________________________________________________
 EH2286* NAD 83(1986)-  34 38 58.     (N)    091 58 56.     (W)     SCALED    
 EH2286* NAVD 88     -        68.826  (meters)     225.81   (feet)  POSTED    
 EH2286  ___________________________________________________________________
 EH2286  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH2286  DYNAMIC HT  -          68.760 (meters)     225.59  (feet)  COMP
 EH2286  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 EH2286
 EH2286  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2286
 EH2286.The horizontal coordinates were scaled from a topographic map and have
 EH2286.an estimated accuracy of +/- 6 seconds.
 EH2286
 EH2286.The orthometric height was determined by differential leveling
 EH2286.and adjusted by the National Geodetic Survey in 1992..
 EH2286.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2286.rate of 0.0 thru 1.0 mm/km.
 EH2286
 EH2286.The geoid height was determined by GEOID03.
 EH2286
 EH2286.The dynamic height is computed by dividing the NAVD 88
 EH2286.geopotential number by the normal gravity value computed on the
 EH2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2286.degrees latitude (g = 980.6199 gals.).
 EH2286
 EH2286.The modeled gravity was interpolated from observed gravity values.
 EH2286
 EH2286;                    North         East    Units  Estimated Accuracy
 EH2286;SPC AR S     -   619,920.      401,630.      MT  (+/- 180 meters Scaled)
 EH2286
 EH2286                          SUPERSEDED SURVEY CONTROL
 EH2286
 EH2286  NGVD 29 (??/??/??)   68.862  (m)          225.92   (f) ADJUSTED    2 0
 EH2286
 EH2286.Superseded values are not recommended for survey control.
 EH2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2286.See file dsdata.txt to determine how the superseded data were derived.
 EH2286
 EH2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU932346(NAD 83)
 EH2286_MARKER: DD = SURVEY DISK
 EH2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2286_STAMPING: W T B 1936
 EH2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2286+STABILITY: SURFACE MOTION
 EH2286
 EH2286  HISTORY     - Date     Condition        Report By
 EH2286  HISTORY     - 1936     MONUMENTED       ARGS
 EH2286  HISTORY     - 1955     GOOD             CGS
 EH2286
 EH2286                          STATION DESCRIPTION
 EH2286
 EH2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2286'4.6 MI E FROM TOLTEC.
 EH2286'4.6 MILES EAST ALONG OLD STATE HIGHWAY 30 AND A COUNTY ROAD FROM THE
 EH2286'ST. LOUIS SOUTHWESTERN RAILWAY STATION AT TOLTEC, LONOKE COUNTY, 1.5
 EH2286'MILES EAST OF REDWINE SCHOOL, AT THE MARY BOWERS RESIDENCE, 120 FEET
 EH2286'NORTHEAST OF A CHIMNEY, 98 FEET NORTH OF THE MAIN ENTRANCE TO THE
 EH2286'HOUSE, 7 FEET WEST OF THE CENTERLINE OF A CONCRETE WALK, 55 FEET SOUTH
 EH2286'OF THE CENTERLINE OF THE ROAD, 18.5 FEET NORTHWEST OF A 14-INCH
 EH2286'PIN-OAK TREE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2288 ***********************************************************************
 EH2288  DESIGNATION -  WTC
 EH2288  PID         -  EH2288
 EH2288  STATE/COUNTY-  AR/LONOKE
 EH2288  USGS QUAD   -  PETTUS (1982)
 EH2288
 EH2288                         *CURRENT SURVEY CONTROL
 EH2288  ___________________________________________________________________
 EH2288* NAD 83(1986)-  34 38 56.     (N)    091 56 23.     (W)     SCALED    
 EH2288* NAVD 88     -        70.848  (meters)     232.44   (feet)  POSTED    
 EH2288  ___________________________________________________________________
 EH2288  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH2288  DYNAMIC HT  -          70.780 (meters)     232.22  (feet)  COMP
 EH2288  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 EH2288
 EH2288  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2288
 EH2288.The horizontal coordinates were scaled from a topographic map and have
 EH2288.an estimated accuracy of +/- 6 seconds.
 EH2288
 EH2288.The orthometric height was determined by differential leveling
 EH2288.and adjusted by the National Geodetic Survey in 1992..
 EH2288.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2288.rate of 0.0 thru 1.0 mm/km.
 EH2288
 EH2288.The geoid height was determined by GEOID03.
 EH2288
 EH2288.The dynamic height is computed by dividing the NAVD 88
 EH2288.geopotential number by the normal gravity value computed on the
 EH2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2288.degrees latitude (g = 980.6199 gals.).
 EH2288
 EH2288.The modeled gravity was interpolated from observed gravity values.
 EH2288
 EH2288;                    North         East    Units  Estimated Accuracy
 EH2288;SPC AR S     -   619,860.      405,530.      MT  (+/- 180 meters Scaled)
 EH2288
 EH2288                          SUPERSEDED SURVEY CONTROL
 EH2288
 EH2288  NGVD 29 (??/??/??)   70.879  (m)          232.54   (f) ADJUSTED    2 0
 EH2288
 EH2288.Superseded values are not recommended for survey control.
 EH2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2288.See file dsdata.txt to determine how the superseded data were derived.
 EH2288
 EH2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU971346(NAD 83)
 EH2288_MARKER: DD = SURVEY DISK
 EH2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2288_STAMPING: W T C 1936
 EH2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2288+STABILITY: SURFACE MOTION
 EH2288
 EH2288  HISTORY     - Date     Condition        Report By
 EH2288  HISTORY     - 1936     MONUMENTED       ARGS
 EH2288  HISTORY     - 1955     GOOD             CGS
 EH2288  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2288
 EH2288                          STATION DESCRIPTION
 EH2288
 EH2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2288'7.0 MI E FROM TOLTEC.
 EH2288'7.0 MILES EAST ALONG OLD STATE HIGHWAY 30 AND A COUNTY ROAD FROM THE
 EH2288'ST. LOUIS SOUTHWESTERN RAILWAY STATION AT TOLTEC, LONOKE COUNTY, AT
 EH2288'THE J. H. CATES RESIDENCE, 48.6 FEET NORTHWEST OF THE NORTHWEST CORNER
 EH2288'OF THE HOUSE, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 32.5 FEET
 EH2288'EAST OF A 36-INCH ELM TREE, 24 FEET NORTH OF A 40-INCH ELM TREE, AND
 EH2288'SET IN THE TOP OF A CONCRETE POST.
 EH2288
 EH2288                          STATION RECOVERY (1976)
 EH2288
 EH2288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2291 ***********************************************************************
 EH2291  DESIGNATION -  WTD
 EH2291  PID         -  EH2291
 EH2291  STATE/COUNTY-  AR/LONOKE
 EH2291  USGS QUAD   -  CULLER (1982)
 EH2291
 EH2291                         *CURRENT SURVEY CONTROL
 EH2291  ___________________________________________________________________
 EH2291* NAD 83(1986)-  34 40 28.     (N)    091 51 12.     (W)     SCALED    
 EH2291* NAVD 88     -        64.534  (meters)     211.73   (feet)  POSTED    
 EH2291  ___________________________________________________________________
 EH2291  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH2291  DYNAMIC HT  -          64.470 (meters)     211.52  (feet)  COMP
 EH2291  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 EH2291
 EH2291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2291
 EH2291.The horizontal coordinates were scaled from a topographic map and have
 EH2291.an estimated accuracy of +/- 6 seconds.
 EH2291
 EH2291.The orthometric height was determined by differential leveling
 EH2291.and adjusted by the National Geodetic Survey in 1992..
 EH2291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2291.rate of 0.0 thru 1.0 mm/km.
 EH2291
 EH2291.The geoid height was determined by GEOID03.
 EH2291
 EH2291.The dynamic height is computed by dividing the NAVD 88
 EH2291.geopotential number by the normal gravity value computed on the
 EH2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2291.degrees latitude (g = 980.6199 gals.).
 EH2291
 EH2291.The modeled gravity was interpolated from observed gravity values.
 EH2291
 EH2291;                    North         East    Units  Estimated Accuracy
 EH2291;SPC AR S     -   622,700.      413,440.      MT  (+/- 180 meters Scaled)
 EH2291
 EH2291                          SUPERSEDED SURVEY CONTROL
 EH2291
 EH2291  NGVD 29 (??/??/??)   64.556  (m)          211.80   (f) ADJUSTED    2 0
 EH2291
 EH2291.Superseded values are not recommended for survey control.
 EH2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2291.See file dsdata.txt to determine how the superseded data were derived.
 EH2291
 EH2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU050375(NAD 83)
 EH2291_MARKER: DD = SURVEY DISK
 EH2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2291_STAMPING: WTD 1936
 EH2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2291+STABILITY: SURFACE MOTION
 EH2291
 EH2291  HISTORY     - Date     Condition        Report By
 EH2291  HISTORY     - 1936     MONUMENTED       ARGS
 EH2291  HISTORY     - 1936     GOOD             ARGS
 EH2291
 EH2291                          STATION DESCRIPTION
 EH2291
 EH2291'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EH2291'12.4 MI SE FROM LONOKE.
 EH2291'8.8 MILES SOUTH ALONG HIGHWAY 31, THENCE 3.6 MILES EAST ALONG COUNTY
 EH2291'ROAD.  AT INTERSECTION OF A COUNTY ROAD RUNNING NORTHWEST AND
 EH2291'SOUTHEAST.  33 FEET EAST OF CENTER LINE OF NORTHWEST-SOUTHEAST ROAD 45
 EH2291'FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, ABOUT 50 FEET NORTHEAST
 EH2291'OF CENTER OF INTERSECTION, 44 FEET NORTHEAST OF NORTHEAST CORNER OF
 EH2291'WOODEN BRIDGE, 18 FEET SOUTH OF 24-INCH PIN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2293 ***********************************************************************
 EH2293  DESIGNATION -  WTE
 EH2293  PID         -  EH2293
 EH2293  STATE/COUNTY-  AR/LONOKE
 EH2293  USGS QUAD   -  CULLER (1982)
 EH2293
 EH2293                         *CURRENT SURVEY CONTROL
 EH2293  ___________________________________________________________________
 EH2293* NAD 83(1986)-  34 39 01.     (N)    091 49 53.     (W)     SCALED    
 EH2293* NAVD 88     -        63.761  (meters)     209.19   (feet)  POSTED    
 EH2293  ___________________________________________________________________
 EH2293  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH2293  DYNAMIC HT  -          63.700 (meters)     208.99  (feet)  COMP
 EH2293  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 EH2293
 EH2293  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2293
 EH2293.The horizontal coordinates were scaled from a topographic map and have
 EH2293.an estimated accuracy of +/- 6 seconds.
 EH2293
 EH2293.The orthometric height was determined by differential leveling
 EH2293.and adjusted by the National Geodetic Survey in 1992..
 EH2293.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2293.rate of 0.0 thru 1.0 mm/km.
 EH2293
 EH2293.The geoid height was determined by GEOID03.
 EH2293
 EH2293.The dynamic height is computed by dividing the NAVD 88
 EH2293.geopotential number by the normal gravity value computed on the
 EH2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2293.degrees latitude (g = 980.6199 gals.).
 EH2293
 EH2293.The modeled gravity was interpolated from observed gravity values.
 EH2293
 EH2293;                    North         East    Units  Estimated Accuracy
 EH2293;SPC AR S     -   620,030.      415,460.      MT  (+/- 180 meters Scaled)
 EH2293
 EH2293                          SUPERSEDED SURVEY CONTROL
 EH2293
 EH2293  NGVD 29 (??/??/??)   63.781  (m)          209.25   (f) ADJUSTED    2 0
 EH2293
 EH2293.Superseded values are not recommended for survey control.
 EH2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2293.See file dsdata.txt to determine how the superseded data were derived.
 EH2293
 EH2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU070348(NAD 83)
 EH2293_MARKER: DD = SURVEY DISK
 EH2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2293_STAMPING: WTE 1936
 EH2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2293+STABILITY: SURFACE MOTION
 EH2293
 EH2293  HISTORY     - Date     Condition        Report By
 EH2293  HISTORY     - 1936     MONUMENTED       ARGS
 EH2293  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2293
 EH2293                          STATION DESCRIPTION
 EH2293
 EH2293'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EH2293'14.4 MI SE FROM LONOKE.
 EH2293'8.8 MILES SOUTH ALONG HIGHWAY 31, THENCE 5.6 MILES EAST ALONG COUNTY
 EH2293'ROAD.  2.4 MILES SOUTHEAST OF WTD AND INTERSECTION OF ROADS 1.1 MILES
 EH2293'SOUTHEAST OF TBM 9 40 FEET SOUTH OF CENTER LINE OF ROAD 15 FEET NORTH
 EH2293'OF 20-INCH ELM TREE 43.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF BAYOU
 EH2293'METO BRIDGE 18 FEET WEST OF BANK OF BAYOU METO.
 EH2293
 EH2293                          STATION RECOVERY (1976)
 EH2293
 EH2293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2295 ***********************************************************************
 EH2295  DESIGNATION -  WTF
 EH2295  PID         -  EH2295
 EH2295  STATE/COUNTY-  AR/LONOKE
 EH2295  USGS QUAD   -  CULLER (1982)
 EH2295
 EH2295                         *CURRENT SURVEY CONTROL
 EH2295  ___________________________________________________________________
 EH2295* NAD 83(1986)-  34 39 30.     (N)    091 47 41.     (W)     SCALED    
 EH2295* NAVD 88     -        63.576  (meters)     208.58   (feet)  POSTED    
 EH2295  ___________________________________________________________________
 EH2295  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH2295  DYNAMIC HT  -          63.520 (meters)     208.40  (feet)  COMP
 EH2295  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 EH2295
 EH2295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2295
 EH2295.The horizontal coordinates were scaled from a topographic map and have
 EH2295.an estimated accuracy of +/- 6 seconds.
 EH2295
 EH2295.The orthometric height was determined by differential leveling
 EH2295.and adjusted by the National Geodetic Survey in 1992..
 EH2295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2295.rate of 0.0 thru 1.0 mm/km.
 EH2295
 EH2295.The geoid height was determined by GEOID03.
 EH2295
 EH2295.The dynamic height is computed by dividing the NAVD 88
 EH2295.geopotential number by the normal gravity value computed on the
 EH2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2295.degrees latitude (g = 980.6199 gals.).
 EH2295
 EH2295.The modeled gravity was interpolated from observed gravity values.
 EH2295
 EH2295;                    North         East    Units  Estimated Accuracy
 EH2295;SPC AR S     -   620,930.      418,820.      MT  (+/- 180 meters Scaled)
 EH2295
 EH2295                          SUPERSEDED SURVEY CONTROL
 EH2295
 EH2295  NGVD 29 (??/??/??)   63.595  (m)          208.64   (f) ADJUSTED    2 0
 EH2295
 EH2295.Superseded values are not recommended for survey control.
 EH2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2295.See file dsdata.txt to determine how the superseded data were derived.
 EH2295
 EH2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU104358(NAD 83)
 EH2295_MARKER: DD = SURVEY DISK
 EH2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2295_STAMPING: WTF 1936
 EH2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2295+STABILITY: SURFACE MOTION
 EH2295
 EH2295  HISTORY     - Date     Condition        Report By
 EH2295  HISTORY     - 1936     MONUMENTED       ARGS
 EH2295
 EH2295                          STATION DESCRIPTION
 EH2295
 EH2295'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EH2295'10.9 MI SW FROM CARLISLE.
 EH2295'8.6 MILES SOUTH ALONG THE RUMNOKE ROAD, THENCE 2.3 MILES WEST ALONG A
 EH2295'COUNTY ROAD.  91 FEET NORTH OF NORTHWEST CORNER OF PLEASANT GROVE
 EH2295'BAPTIST CHURCH 34 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 36 FEET
 EH2295'EAST OF 24-INCH SWEET GUM TREE 28 FEET WEST OF 16-INCH SWEET GUM TREE
 EH2295'96 FEET SOUTHEAST OF INTERSECTION OF T-DIRT-ROAD SOUTH 31 FEET
 EH2295'NORTHEAST OF PUMP 15.6 FEET NORTH OF 20-INCH SWEET GUM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2243 ***********************************************************************
 EH2243  DESIGNATION -  WTG
 EH2243  PID         -  EH2243
 EH2243  STATE/COUNTY-  AR/LONOKE
 EH2243  USGS QUAD   -  CULLER (1982)
 EH2243
 EH2243                         *CURRENT SURVEY CONTROL
 EH2243  ___________________________________________________________________
 EH2243* NAD 83(1986)-  34 39 28.     (N)    091 45 18.     (W)     SCALED    
 EH2243* NAVD 88     -        63.602  (meters)     208.67   (feet)  POSTED    
 EH2243  ___________________________________________________________________
 EH2243  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH2243  DYNAMIC HT  -          63.540 (meters)     208.46  (feet)  COMP
 EH2243  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 EH2243
 EH2243  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EH2243
 EH2243.The horizontal coordinates were scaled from a topographic map and have
 EH2243.an estimated accuracy of +/- 6 seconds.
 EH2243
 EH2243.The orthometric height was determined by differential leveling
 EH2243.and adjusted by the National Geodetic Survey in 1992..
 EH2243.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EH2243.rate of 1.1 thru 2.0 mm/km.
 EH2243
 EH2243.The geoid height was determined by GEOID03.
 EH2243
 EH2243.The dynamic height is computed by dividing the NAVD 88
 EH2243.geopotential number by the normal gravity value computed on the
 EH2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2243.degrees latitude (g = 980.6199 gals.).
 EH2243
 EH2243.The modeled gravity was interpolated from observed gravity values.
 EH2243
 EH2243;                    North         East    Units  Estimated Accuracy
 EH2243;SPC AR S     -   620,870.      422,460.      MT  (+/- 180 meters Scaled)
 EH2243
 EH2243                          SUPERSEDED SURVEY CONTROL
 EH2243
 EH2243  NGVD 29 (??/??/??)   63.620  (m)          208.73   (f) ADJUSTED    2 0
 EH2243
 EH2243.Superseded values are not recommended for survey control.
 EH2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2243.See file dsdata.txt to determine how the superseded data were derived.
 EH2243
 EH2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU140357(NAD 83)
 EH2243_MARKER: DD = SURVEY DISK
 EH2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2243_STAMPING: WTG 1936
 EH2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2243+STABILITY: SURFACE MOTION
 EH2243
 EH2243  HISTORY     - Date     Condition        Report By
 EH2243  HISTORY     - 1936     MONUMENTED       ARGS
 EH2243  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH2243  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2243
 EH2243                          STATION DESCRIPTION
 EH2243
 EH2243'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EH2243'8.8 MI S FROM CARLISLE.
 EH2243'8.8 MILES SOUTH ALONG HUMNOKE-CARLISLE ROAD FROM THE CHICAGO, ROCK
 EH2243'ISLAND AND PACIFIC RAILROAD STATION AT CARLISLE 50 FEET SOUTHWEST OF
 EH2243'CENTER LINE OF HUMNOKE-CARLISLE ROAD AT A CURVE 35 FEET SOUTHWEST OF
 EH2243'CENTER LINE OF HUMNOKE-CARLISLE ROAD AND T-ROAD WEST 60 FEET SOUTHEAST
 EH2243'OF 40-INCH RED OAK TREE 22 FEET NORTHEAST OF NORTHEAST CORNER OF R.T.
 EH2243'WILDER RESIDENCE.  (NEAR PINEWOOD SCHOOL) A STANDARD DISK, STAMPED WTG
 EH2243'1936 AND SET IN CONCRETE POST.
 EH2243
 EH2243                          STATION RECOVERY (1967)
 EH2243
 EH2243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH2243'MARK NOT FOUND.
 EH2243
 EH2243                          STATION RECOVERY (1976)
 EH2243
 EH2243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0349 ***********************************************************************
 EJ0349  DESIGNATION -  WTH
 EJ0349  PID         -  EJ0349
 EJ0349  STATE/COUNTY-  AR/LONOKE
 EJ0349  USGS QUAD   -  SCOTT (1987)
 EJ0349
 EJ0349                         *CURRENT SURVEY CONTROL
 EJ0349  ___________________________________________________________________
 EJ0349* NAD 83(1986)-  34 41 14.     (N)    092 00 29.     (W)     SCALED    
 EJ0349* NAVD 88     -        70.264  (meters)     230.52   (feet)  POSTED    
 EJ0349  ___________________________________________________________________
 EJ0349  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0349  DYNAMIC HT  -          70.200 (meters)     230.31  (feet)  COMP
 EJ0349  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 EJ0349
 EJ0349  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0349
 EJ0349.The horizontal coordinates were scaled from a topographic map and have
 EJ0349.an estimated accuracy of +/- 6 seconds.
 EJ0349
 EJ0349.The orthometric height was determined by differential leveling
 EJ0349.and adjusted by the National Geodetic Survey in 1992..
 EJ0349.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0349.rate of 0.0 thru 1.0 mm/km.
 EJ0349
 EJ0349.The geoid height was determined by GEOID03.
 EJ0349
 EJ0349.The dynamic height is computed by dividing the NAVD 88
 EJ0349.geopotential number by the normal gravity value computed on the
 EJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0349.degrees latitude (g = 980.6199 gals.).
 EJ0349
 EJ0349.The modeled gravity was interpolated from observed gravity values.
 EJ0349
 EJ0349;                    North         East    Units  Estimated Accuracy
 EJ0349;SPC AR S     -   624,110.      399,260.      MT  (+/- 180 meters Scaled)
 EJ0349
 EJ0349                          SUPERSEDED SURVEY CONTROL
 EJ0349
 EJ0349  NGVD 29 (??/??/92)   70.304  (m)          230.66   (f) ADJ UNCH    2 0
 EJ0349
 EJ0349.Superseded values are not recommended for survey control.
 EJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0349.See file dsdata.txt to determine how the superseded data were derived.
 EJ0349
 EJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU908388(NAD 83)
 EJ0349_MARKER: DD = SURVEY DISK
 EJ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0349_STAMPING: WTH 1936
 EJ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0349+STABILITY: SURFACE MOTION
 EJ0349
 EJ0349  HISTORY     - Date     Condition        Report By
 EJ0349  HISTORY     - 1936     MONUMENTED       ARGS
 EJ0349
 EJ0349                          STATION DESCRIPTION
 EJ0349
 EJ0349'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EJ0349'5.6 MI NE FROM TOLTEC.
 EJ0349'3.1 MILES EAST ALONG OLD STATE HIGHWAY 30 FROM THE ST. LOUIS
 EJ0349'SOUTHWESTERN RAILWAY STATION AT TOLTEC, LONOKE COUNTY, THENCE 2.5
 EJ0349'MILES NORTH ALONG A COUNTY ROAD.  AT THE LEWIS ASKEW RESIDENCE, 36
 EJ0349'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 31 FEET EAST OF
 EJ0349'THE CENTERLINE OF THE ROAD, 30.5 FEET NORTH OF A 35-INCH COTTONWOOD
 EJ0349'TREE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2132 ***********************************************************************
 EH2132  DESIGNATION -  WTI
 EH2132  PID         -  EH2132
 EH2132  STATE/COUNTY-  AR/LONOKE
 EH2132  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2132
 EH2132                         *CURRENT SURVEY CONTROL
 EH2132  ___________________________________________________________________
 EH2132* NAD 83(1986)-  34 45 44.     (N)    091 51 38.     (W)     SCALED    
 EH2132* NAVD 88     -        70.707  (meters)     231.98   (feet)  ADJUSTED  
 EH2132  ___________________________________________________________________
 EH2132  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EH2132  DYNAMIC HT  -          70.641 (meters)     231.76  (feet)  COMP
 EH2132  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 EH2132
 EH2132  VERT ORDER  -  FIRST     CLASS II
 EH2132
 EH2132.The horizontal coordinates were scaled from a topographic map and have
 EH2132.an estimated accuracy of +/- 6 seconds.
 EH2132
 EH2132.The orthometric height was determined by differential leveling
 EH2132.and adjusted by the National Geodetic Survey in June 1991..
 EH2132
 EH2132.The geoid height was determined by GEOID03.
 EH2132
 EH2132.The dynamic height is computed by dividing the NAVD 88
 EH2132.geopotential number by the normal gravity value computed on the
 EH2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2132.degrees latitude (g = 980.6199 gals.).
 EH2132
 EH2132.The modeled gravity was interpolated from observed gravity values.
 EH2132
 EH2132;                    North         East    Units  Estimated Accuracy
 EH2132;SPC AR S     -   632,440.      412,770.      MT  (+/- 180 meters Scaled)
 EH2132
 EH2132                          SUPERSEDED SURVEY CONTROL
 EH2132
 EH2132  NGVD 29 (??/??/??)   70.721  (m)          232.02   (f) ADJUSTED    1 2
 EH2132
 EH2132.Superseded values are not recommended for survey control.
 EH2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2132.See file dsdata.txt to determine how the superseded data were derived.
 EH2132
 EH2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU042472(NAD 83)
 EH2132_MARKER: DD = SURVEY DISK
 EH2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2132_STAMPING: W T I
 EH2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2132+STABILITY: SURFACE MOTION
 EH2132
 EH2132  HISTORY     - Date     Condition        Report By
 EH2132  HISTORY     - 1936     MONUMENTED       ARGS
 EH2132  HISTORY     - 1954     GOOD             CGS
 EH2132
 EH2132                          STATION DESCRIPTION
 EH2132
 EH2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2132'5.85 MI SE FROM LONOKE.
 EH2132'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2132'FROM THE STATION AT LONOKE, THENCE 0.4 MILE SOUTH ALONG A GRAVELED
 EH2132'ROAD, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 EH2132'SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED
 EH2132'ROAD, 34 FEET WEST OF THE EXTENDED CENTER LINE OF A FIELD ROAD LEADING
 EH2132'SOUTH, 26 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED
 EH2132'ROAD, 14 FEET WEST OF THE CENTER OF A GATE, 3 FEET NORTH OF A FENCE, 1
 EH2132'FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH2132'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0351 ***********************************************************************
 EJ0351  DESIGNATION -  WTJ
 EJ0351  PID         -  EJ0351
 EJ0351  STATE/COUNTY-  AR/LONOKE
 EJ0351  USGS QUAD   -  SCOTT (1987)
 EJ0351
 EJ0351                         *CURRENT SURVEY CONTROL
 EJ0351  ___________________________________________________________________
 EJ0351* NAD 83(1986)-  34 43 13.     (N)    092 00 26.     (W)     SCALED    
 EJ0351* NAVD 88     -        73.272  (meters)     240.39   (feet)  POSTED    
 EJ0351  ___________________________________________________________________
 EJ0351  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EJ0351  DYNAMIC HT  -          73.200 (meters)     240.16  (feet)  COMP
 EJ0351  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 EJ0351
 EJ0351  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EJ0351
 EJ0351.The horizontal coordinates were scaled from a topographic map and have
 EJ0351.an estimated accuracy of +/- 6 seconds.
 EJ0351
 EJ0351.The orthometric height was determined by differential leveling
 EJ0351.and adjusted by the National Geodetic Survey in 1992..
 EJ0351.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EJ0351.rate of 0.0 thru 1.0 mm/km.
 EJ0351
 EJ0351.The geoid height was determined by GEOID03.
 EJ0351
 EJ0351.The dynamic height is computed by dividing the NAVD 88
 EJ0351.geopotential number by the normal gravity value computed on the
 EJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0351.degrees latitude (g = 980.6199 gals.).
 EJ0351
 EJ0351.The modeled gravity was interpolated from observed gravity values.
 EJ0351
 EJ0351;                    North         East    Units  Estimated Accuracy
 EJ0351;SPC AR S     -   627,780.      399,340.      MT  (+/- 180 meters Scaled)
 EJ0351
 EJ0351                          SUPERSEDED SURVEY CONTROL
 EJ0351
 EJ0351  NGVD 29 (??/??/92)   73.313  (m)          240.53   (f) ADJ UNCH    2 0
 EJ0351
 EJ0351.Superseded values are not recommended for survey control.
 EJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0351.See file dsdata.txt to determine how the superseded data were derived.
 EJ0351
 EJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU909424(NAD 83)
 EJ0351_MARKER: DD = SURVEY DISK
 EJ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0351_STAMPING: WTJ 1936
 EJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0351+STABILITY: SURFACE MOTION
 EJ0351
 EJ0351  HISTORY     - Date     Condition        Report By
 EJ0351  HISTORY     - 1936     MONUMENTED       ARGS
 EJ0351  HISTORY     - 1936     GOOD             ARGS
 EJ0351  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0351
 EJ0351                          STATION DESCRIPTION
 EJ0351
 EJ0351'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EJ0351'7.8 MI NE FROM TOLTEC.
 EJ0351'3.0 MILES EAST ALONG OLD HIGHWAY 30, THENCE ABOUT 4.8 MILES NORTH
 EJ0351'ALONG A COUNTY ROAD AT BEVIS CORNERS, 37 FEET NORTHEAST OF THE CENTER
 EJ0351'OF THE INTERSECTION OF A T-ROAD WEST TO SCOTT 18 FEET SOUTH OF A
 EJ0351'48-INCH SYCAMORE TREE 79 FEET NORTH OF THE J.W. BEVIS STORE 72 FEET
 EJ0351'NORTHWEST OF 26-INCH SYCAMORE TREE
 EJ0351
 EJ0351                          STATION RECOVERY (1936)
 EJ0351
 EJ0351'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1936
 EJ0351'RECOVERED IN GOOD CONDITION.
 EJ0351
 EJ0351                          STATION RECOVERY (1989)
 EJ0351
 EJ0351'RECOVERY NOTE BY US POWER SQUADRON 1989 (CB)
 EJ0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2106 ***********************************************************************
 EH2106  DESIGNATION -  WTL
 EH2106  PID         -  EH2106
 EH2106  STATE/COUNTY-  AR/LONOKE
 EH2106  USGS QUAD   -  LONOKE (1982)
 EH2106
 EH2106                         *CURRENT SURVEY CONTROL
 EH2106  ___________________________________________________________________
 EH2106* NAD 83(1986)-  34 45 44.     (N)    091 57 03.     (W)     SCALED    
 EH2106* NAVD 88     -        69.713  (meters)     228.72   (feet)  POSTED    
 EH2106  ___________________________________________________________________
 EH2106  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH2106  DYNAMIC HT  -          69.650 (meters)     228.51  (feet)  COMP
 EH2106  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 EH2106
 EH2106  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EH2106
 EH2106.The horizontal coordinates were scaled from a topographic map and have
 EH2106.an estimated accuracy of +/- 6 seconds.
 EH2106
 EH2106.The orthometric height was determined by differential leveling
 EH2106.and adjusted by the National Geodetic Survey in 1992..
 EH2106.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EH2106.rate of 1.1 thru 2.0 mm/km.
 EH2106
 EH2106.The geoid height was determined by GEOID03.
 EH2106
 EH2106.The dynamic height is computed by dividing the NAVD 88
 EH2106.geopotential number by the normal gravity value computed on the
 EH2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2106.degrees latitude (g = 980.6199 gals.).
 EH2106
 EH2106.The modeled gravity was interpolated from observed gravity values.
 EH2106
 EH2106;                    North         East    Units  Estimated Accuracy
 EH2106;SPC AR S     -   632,430.      404,500.      MT  (+/- 180 meters Scaled)
 EH2106
 EH2106                          SUPERSEDED SURVEY CONTROL
 EH2106
 EH2106  NGVD 29 (??/??/??)   69.732  (m)          228.78   (f) ADJUSTED    2 0
 EH2106
 EH2106.Superseded values are not recommended for survey control.
 EH2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2106.See file dsdata.txt to determine how the superseded data were derived.
 EH2106
 EH2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU960471(NAD 83)
 EH2106_MARKER: DD = SURVEY DISK
 EH2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2106_STAMPING: W T L 1936
 EH2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2106+STABILITY: SURFACE MOTION
 EH2106
 EH2106  HISTORY     - Date     Condition        Report By
 EH2106  HISTORY     - 1936     MONUMENTED       ARGS
 EH2106  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH2106
 EH2106                          STATION DESCRIPTION
 EH2106
 EH2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2106'4.3 MI SW FROM LONOKE.
 EH2106'4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE CHICAGO, ROCK
 EH2106'ISLAND AND PACIFIC RAILROAD STATION AT LONOKE, 122 FEET SOUTH OF THE
 EH2106'CENTERLINE OF THE HIGHWAY, 61 FEET EAST OF NORTHEAST CORNER OF
 EH2106'RESIDENCE OF G.W. SULLIVAN, 145 FEET NORTHEAST OF PUMP AND WINDMILL OF
 EH2106'G.W. SULLIVAN, 95 FEET WEST OF THE NORTHWEST CORNER OF MELLEN FORD
 EH2106'RESIDENCE, CORNER SECTION 26, 27, 34, 35, TOWNSHIP 2 NORTH, RANGE 9
 EH2106'WEST.  A STANDARD DISK, STAMPED W T L 1936 AND SET IN THE TOP OF A
 EH2106'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2126 ***********************************************************************
 EH2126  DESIGNATION -  WTM
 EH2126  PID         -  EH2126
 EH2126  STATE/COUNTY-  AR/LONOKE
 EH2126  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2126
 EH2126                         *CURRENT SURVEY CONTROL
 EH2126  ___________________________________________________________________
 EH2126* NAD 83(1986)-  34 46 38.     (N)    091 51 06.     (W)     SCALED    
 EH2126* NAVD 88     -        71.158  (meters)     233.46   (feet)  ADJUSTED  
 EH2126  ___________________________________________________________________
 EH2126  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH2126  DYNAMIC HT  -          71.092 (meters)     233.24  (feet)  COMP
 EH2126  MODELED GRAV-     979,701.5   (mgal)                       NAVD 88
 EH2126
 EH2126  VERT ORDER  -  FIRST     CLASS II
 EH2126
 EH2126.The horizontal coordinates were scaled from a topographic map and have
 EH2126.an estimated accuracy of +/- 6 seconds.
 EH2126
 EH2126.The orthometric height was determined by differential leveling
 EH2126.and adjusted by the National Geodetic Survey in June 1991..
 EH2126
 EH2126.The geoid height was determined by GEOID03.
 EH2126
 EH2126.The dynamic height is computed by dividing the NAVD 88
 EH2126.geopotential number by the normal gravity value computed on the
 EH2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2126.degrees latitude (g = 980.6199 gals.).
 EH2126
 EH2126.The modeled gravity was interpolated from observed gravity values.
 EH2126
 EH2126;                    North         East    Units  Estimated Accuracy
 EH2126;SPC AR S     -   634,110.      413,580.      MT  (+/- 180 meters Scaled)
 EH2126
 EH2126                          SUPERSEDED SURVEY CONTROL
 EH2126
 EH2126  NGVD 29 (??/??/??)   71.171  (m)          233.50   (f) ADJUSTED    1 2
 EH2126
 EH2126.Superseded values are not recommended for survey control.
 EH2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2126.See file dsdata.txt to determine how the superseded data were derived.
 EH2126
 EH2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU050489(NAD 83)
 EH2126_MARKER: DD = SURVEY DISK
 EH2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2126_STAMPING: W T M 1936
 EH2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2126+STABILITY: SURFACE MOTION
 EH2126
 EH2126  HISTORY     - Date     Condition        Report By
 EH2126  HISTORY     - 1936     MONUMENTED       ARGS
 EH2126  HISTORY     - 1954     GOOD             CGS
 EH2126
 EH2126                          STATION DESCRIPTION
 EH2126
 EH2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2126'3.3 MI E FROM LONOKE.
 EH2126'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2126'FROM THE STATION AT LONOKE, THENCE 0.4 MILE SOUTH ALONG A GRAVELED
 EH2126'ROAD, AT A JUNCTION WITH AN EAST AND WEST GRAVELED ROAD, 101 FEET
 EH2126'SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY WHITE HOUSE, 65 FEET
 EH2126'WEST OF A POWER POLE, 46 FEET WEST OF THE CENTER LINE OF A ROAD
 EH2126'LEADING NORTH, 43 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 EH2126'ROAD, 21 FEET NORTHWEST OF A POWER POLE, SET IN THE TOP OF A CONCRETE
 EH2126'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2301 ***********************************************************************
 EH2301  DESIGNATION -  WTO
 EH2301  PID         -  EH2301
 EH2301  STATE/COUNTY-  AR/LONOKE
 EH2301  USGS QUAD   -  HUMNOKE (1982)
 EH2301
 EH2301                         *CURRENT SURVEY CONTROL
 EH2301  ___________________________________________________________________
 EH2301* NAD 83(1986)-  34 36 05.     (N)    091 46 47.     (W)     SCALED    
 EH2301* NAVD 88     -        61.654  (meters)     202.28   (feet)  POSTED    
 EH2301  ___________________________________________________________________
 EH2301  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH2301  DYNAMIC HT  -          61.600 (meters)     202.10  (feet)  COMP
 EH2301  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 EH2301
 EH2301  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2301
 EH2301.The horizontal coordinates were scaled from a topographic map and have
 EH2301.an estimated accuracy of +/- 6 seconds.
 EH2301
 EH2301.The orthometric height was determined by differential leveling
 EH2301.and adjusted by the National Geodetic Survey in 1992..
 EH2301.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2301.rate of 0.0 thru 1.0 mm/km.
 EH2301
 EH2301.The geoid height was determined by GEOID03.
 EH2301
 EH2301.The dynamic height is computed by dividing the NAVD 88
 EH2301.geopotential number by the normal gravity value computed on the
 EH2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2301.degrees latitude (g = 980.6199 gals.).
 EH2301
 EH2301.The modeled gravity was interpolated from observed gravity values.
 EH2301
 EH2301;                    North         East    Units  Estimated Accuracy
 EH2301;SPC AR S     -   614,610.      420,210.      MT  (+/- 180 meters Scaled)
 EH2301
 EH2301                          SUPERSEDED SURVEY CONTROL
 EH2301
 EH2301  NGVD 29 (??/??/??)   61.679  (m)          202.36   (f) ADJUSTED    2 0
 EH2301
 EH2301.Superseded values are not recommended for survey control.
 EH2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2301.See file dsdata.txt to determine how the superseded data were derived.
 EH2301
 EH2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU118295(NAD 83)
 EH2301_MARKER: DD = SURVEY DISK
 EH2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2301_STAMPING: W T O 1936
 EH2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2301+STABILITY: SURFACE MOTION
 EH2301
 EH2301  HISTORY     - Date     Condition        Report By
 EH2301  HISTORY     - 1936     MONUMENTED       ARGS
 EH2301  HISTORY     - 1955     GOOD             CGS
 EH2301  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2301
 EH2301                          STATION DESCRIPTION
 EH2301
 EH2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2301'5.5 MI N FROM HUMNOKE.
 EH2301'4.1 MILES NORTH ALONG THE CARLISLE ROAD FROM THE POST OFFICE AT
 EH2301'HUMNOKE, THENCE 1.4 MILES WEST ALONG THE FLETCHER ROAD, 300 FEET EAST
 EH2301'OF THE SOUTHEAST CORNER OF A HOUSE, 30 FEET NORTH OF THE CENTER LINE
 EH2301'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EH2301'GROUND.
 EH2301
 EH2301                          STATION RECOVERY (1976)
 EH2301
 EH2301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2151 ***********************************************************************
 EH2151  DESIGNATION -  WTP
 EH2151  PID         -  EH2151
 EH2151  STATE/COUNTY-  AR/LONOKE
 EH2151  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2151
 EH2151                         *CURRENT SURVEY CONTROL
 EH2151  ___________________________________________________________________
 EH2151* NAD 83(1986)-  34 45 39.     (N)    091 45 05.     (W)     SCALED    
 EH2151* NAVD 88     -        69.413  (meters)     227.73   (feet)  ADJUSTED  
 EH2151  ___________________________________________________________________
 EH2151  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2151  DYNAMIC HT  -          69.348 (meters)     227.52  (feet)  COMP
 EH2151  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 EH2151
 EH2151  VERT ORDER  -  FIRST     CLASS II
 EH2151
 EH2151.The horizontal coordinates were scaled from a topographic map and have
 EH2151.an estimated accuracy of +/- 6 seconds.
 EH2151
 EH2151.The orthometric height was determined by differential leveling
 EH2151.and adjusted by the National Geodetic Survey in June 1991..
 EH2151
 EH2151.The geoid height was determined by GEOID03.
 EH2151
 EH2151.The dynamic height is computed by dividing the NAVD 88
 EH2151.geopotential number by the normal gravity value computed on the
 EH2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2151.degrees latitude (g = 980.6199 gals.).
 EH2151
 EH2151.The modeled gravity was interpolated from observed gravity values.
 EH2151
 EH2151;                    North         East    Units  Estimated Accuracy
 EH2151;SPC AR S     -   632,300.      422,760.      MT  (+/- 180 meters Scaled)
 EH2151
 EH2151                          SUPERSEDED SURVEY CONTROL
 EH2151
 EH2151  NGVD 29 (??/??/??)   69.425  (m)          227.77   (f) ADJUSTED    1 2
 EH2151
 EH2151.Superseded values are not recommended for survey control.
 EH2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2151.See file dsdata.txt to determine how the superseded data were derived.
 EH2151
 EH2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU142472(NAD 83)
 EH2151_MARKER: DD = SURVEY DISK
 EH2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2151_STAMPING: W T P 1936
 EH2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2151+STABILITY: SURFACE MOTION
 EH2151
 EH2151  HISTORY     - Date     Condition        Report By
 EH2151  HISTORY     - 1936     MONUMENTED       ARGS
 EH2151  HISTORY     - 1954     GOOD             CGS
 EH2151  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH2151  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2151
 EH2151                          STATION DESCRIPTION
 EH2151
 EH2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2151'1.75 MI S FROM CARLISLE.
 EH2151'0.3 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH2151'THE STATION AT CARLISLE, THENCE 1.45 MILES SOUTH ALONG STATE HIGHWAY
 EH2151'13, 0.2 MILE SOUTH OF A JUNCTION WITH A ROAD LEADING WEST, 218 FEET
 EH2151'WEST OF THE SOUTHWEST CORNER OF A LARGE WHITE FARMHOUSE, 57 FEET
 EH2151'SOUTHWEST OF A 24 INCH OAK TREE, 43 FEET SOUTH OF THE CENTER LINE OF A
 EH2151'PRIVATE DRIVEWAY, IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET NORTH
 EH2151'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 EH2151'WITH THE GROUND, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 EH2151
 EH2151                          STATION RECOVERY (1963)
 EH2151
 EH2151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH2151'MARK NOT FOUND.
 EH2151
 EH2151                          STATION RECOVERY (1976)
 EH2151
 EH2151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0328 ***********************************************************************
 EJ0328  DESIGNATION -  WTQ
 EJ0328  PID         -  EJ0328
 EJ0328  STATE/COUNTY-  AR/LONOKE
 EJ0328  USGS QUAD   -  CABOT (1987)
 EJ0328
 EJ0328                         *CURRENT SURVEY CONTROL
 EJ0328  ___________________________________________________________________
 EJ0328* NAD 83(1986)-  34 52 49.     (N)    092 01 18.     (W)     SCALED    
 EJ0328* NAVD 88     -        83.02   (+/-2cm)     272.4    (feet)  VERTCON   
 EJ0328  ___________________________________________________________________
 EJ0328  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EJ0328
 EJ0328  VERT ORDER  -  ? (See Below)
 EJ0328
 EJ0328.The horizontal coordinates were scaled from a topographic map and have
 EJ0328.an estimated accuracy of +/- 6 seconds.
 EJ0328
 EJ0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 EJ0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EJ0328.The vertical order pertains to the NGVD 29 superseded value.
 EJ0328
 EJ0328.The geoid height was determined by GEOID03.
 EJ0328
 EJ0328;                    North         East    Units  Estimated Accuracy
 EJ0328;SPC AR S     -   645,530.      398,020.      MT  (+/- 180 meters Scaled)
 EJ0328
 EJ0328                          SUPERSEDED SURVEY CONTROL
 EJ0328
 EJ0328  NGVD 29 (??/??/92)   83.029  (m)          272.40   (f) ADJ UNCH    ?  
 EJ0328
 EJ0328.Superseded values are not recommended for survey control.
 EJ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0328.See file dsdata.txt to determine how the superseded data were derived.
 EJ0328
 EJ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU894602(NAD 83)
 EJ0328_MARKER: DB = BENCH MARK DISK
 EJ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0328_STAMPING: WTQ 1939
 EJ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0328+STABILITY: SURFACE MOTION
 EJ0328
 EJ0328  HISTORY     - Date     Condition        Report By
 EJ0328  HISTORY     - 1939     MONUMENTED       CGS
 EJ0328
 EJ0328                          STATION DESCRIPTION
 EJ0328
 EJ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ0328'6.5 MI SE FROM CABOT.
 EJ0328'6.5 MILES SOUTHEAST ALONG STATE HIGHWAY 89 FROM CABOT, THENCE ABOUT 2
 EJ0328'MILES WEST ALONG A COUNTY ROAD.  ABOUT 2 MILES WEST OF FURLOW, NEAR
 EJ0328'THE SOUTHEAST CORNER OF SECTION 13, T 3 N, R 10 W, 127 FEET SOUTHWEST
 EJ0328'OF THE SOUTHWEST CORNER OF A FARMHOUSE, AT THE JUNCTION OF A T-ROAD
 EJ0328'LEADING EAST, 26 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 EJ0328'ROAD, 21 FEET NORTH OF THE CENTERLINE OF THE T-ROAD, AND 3 FEET NORTH
 EJ0328'OF A FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED WTQ 1939 AND
 EJ0328'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2253 ***********************************************************************
 EH2253  DESIGNATION -  WTS RESET
 EH2253  PID         -  EH2253
 EH2253  STATE/COUNTY-  AR/LONOKE
 EH2253  USGS QUAD   -  HUMNOKE (1982)
 EH2253
 EH2253                         *CURRENT SURVEY CONTROL
 EH2253  ___________________________________________________________________
 EH2253* NAD 83(1986)-  34 34 07.     (N)    091 45 22.     (W)     SCALED    
 EH2253* NAVD 88     -        61.90   (+/-2cm)     203.1    (feet)  VERTCON   
 EH2253  ___________________________________________________________________
 EH2253  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2253
 EH2253  VERT ORDER  -  THIRD (See Below)
 EH2253
 EH2253.The horizontal coordinates were scaled from a topographic map and have
 EH2253.an estimated accuracy of +/- 6 seconds.
 EH2253
 EH2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2253.The vertical order pertains to the NGVD 29 superseded value.
 EH2253
 EH2253.The geoid height was determined by GEOID03.
 EH2253
 EH2253;                    North         East    Units  Estimated Accuracy
 EH2253;SPC AR S     -   610,980.      422,380.      MT  (+/- 180 meters Scaled)
 EH2253
 EH2253                          SUPERSEDED SURVEY CONTROL
 EH2253
 EH2253  NGVD 29 (??/??/??)   61.93   (m)          203.2    (f) RESET       3  
 EH2253
 EH2253.Superseded values are not recommended for survey control.
 EH2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2253.See file dsdata.txt to determine how the superseded data were derived.
 EH2253
 EH2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU141259(NAD 83)
 EH2253_MARKER: DB = BENCH MARK DISK
 EH2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2253_STAMPING: WTS RESET 1960
 EH2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2253+STABILITY: SURFACE MOTION
 EH2253
 EH2253  HISTORY     - Date     Condition        Report By
 EH2253  HISTORY     - 1960     MONUMENTED       CGS
 EH2253
 EH2253                          STATION DESCRIPTION
 EH2253
 EH2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EH2253'1.8 MI N FROM HUMNOKE.
 EH2253'THIS MARK IS LOCATED 1.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE
 EH2253'JUNCTION WITH STATE HIGHWAY 130 AT HUMNOKE, ON THE RIGHT-OF-WAY OF
 EH2253'STATE HIGHWAY 13 AJOINING PROPERTY OWNED BY J.F. ALBERTSON, 39 FEET
 EH2253'EAST OF THE CENTERLINE OF THE ROAD, 29 FEET WEST OF A 3-FOOT SYCAMORE
 EH2253'TREE, 67 FEET NORTHWEST OF A 2-FOOT SYCAMORE TREE, 27.5 FEET NORTHWEST
 EH2253'OF THE NORTHWEST CORNER OF AN UNPAINTED HOUSE AND 1 FOOT NORTHEAST OF
 EH2253'A METAL WITNESS POST.  SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 EH2253'PROJECTING 2 INCHES AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2318 ***********************************************************************
 EH2318  DESIGNATION -  WTV
 EH2318  PID         -  EH2318
 EH2318  STATE/COUNTY-  AR/LONOKE
 EH2318  USGS QUAD   -  HUMNOKE (1982)
 EH2318
 EH2318                         *CURRENT SURVEY CONTROL
 EH2318  ___________________________________________________________________
 EH2318* NAD 83(1986)-  34 30 03.     (N)    091 51 57.     (W)     SCALED    
 EH2318* NAVD 88     -        65.787  (meters)     215.84   (feet)  POSTED    
 EH2318  ___________________________________________________________________
 EH2318  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EH2318  DYNAMIC HT  -          65.720 (meters)     215.62  (feet)  COMP
 EH2318  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 EH2318
 EH2318  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2318
 EH2318.The horizontal coordinates were scaled from a topographic map and have
 EH2318.an estimated accuracy of +/- 6 seconds.
 EH2318
 EH2318.The orthometric height was determined by differential leveling
 EH2318.and adjusted by the National Geodetic Survey in 1992..
 EH2318.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2318.rate of 0.0 thru 1.0 mm/km.
 EH2318
 EH2318.The geoid height was determined by GEOID03.
 EH2318
 EH2318.The dynamic height is computed by dividing the NAVD 88
 EH2318.geopotential number by the normal gravity value computed on the
 EH2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2318.degrees latitude (g = 980.6199 gals.).
 EH2318
 EH2318.The modeled gravity was interpolated from observed gravity values.
 EH2318
 EH2318;                    North         East    Units  Estimated Accuracy
 EH2318;SPC AR S     -   603,440.      412,320.      MT  (+/- 180 meters Scaled)
 EH2318
 EH2318                          SUPERSEDED SURVEY CONTROL
 EH2318
 EH2318  NGVD 29 (??/??/??)   65.820  (m)          215.94   (f) ADJUSTED    2 0
 EH2318
 EH2318.Superseded values are not recommended for survey control.
 EH2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2318.See file dsdata.txt to determine how the superseded data were derived.
 EH2318
 EH2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU041182(NAD 83)
 EH2318_MARKER: DD = SURVEY DISK
 EH2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2318_STAMPING: W T V 1936
 EH2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2318+STABILITY: SURFACE MOTION
 EH2318
 EH2318  HISTORY     - Date     Condition        Report By
 EH2318  HISTORY     - 1936     MONUMENTED       ARGS
 EH2318  HISTORY     - 1955     GOOD             CGS
 EH2318  HISTORY     - 20020606 MARK NOT FOUND   USACE
 EH2318
 EH2318                          STATION DESCRIPTION
 EH2318
 EH2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2318'3.0 MI S FROM COY.
 EH2318'3.0 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT COY,
 EH2318'286 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 28 FEET EAST OF
 EH2318'THE CENTER LINE OF THE HIGHWAY , 28 FEET SOUTH OF THE CENTER LINE OF
 EH2318'AN EAST AND WEST ROAD, 40 FEET NORTHEAST OF A MAIL BOX, SET IN THE TOP
 EH2318'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EH2318
 EH2318                          STATION RECOVERY (2002)
 EH2318
 EH2318'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH2318'THE STATION IS BELIEVED TO BE DESTROYED DUE TO DITCH WIDENED IN RECENT
 EH2318'YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2327 ***********************************************************************
 EH2327  DESIGNATION -  WTX
 EH2327  PID         -  EH2327
 EH2327  STATE/COUNTY-  AR/LONOKE
 EH2327  USGS QUAD   -  ENGLAND (1982)
 EH2327
 EH2327                         *CURRENT SURVEY CONTROL
 EH2327  ___________________________________________________________________
 EH2327* NAD 83(1986)-  34 30 30.     (N)    091 59 34.     (W)     SCALED    
 EH2327* NAVD 88     -        67.204  (meters)     220.49   (feet)  POSTED    
 EH2327  ___________________________________________________________________
 EH2327  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EH2327  DYNAMIC HT  -          67.140 (meters)     220.28  (feet)  COMP
 EH2327  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 EH2327
 EH2327  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2327
 EH2327.The horizontal coordinates were scaled from a topographic map and have
 EH2327.an estimated accuracy of +/- 6 seconds.
 EH2327
 EH2327.The orthometric height was determined by differential leveling
 EH2327.and adjusted by the National Geodetic Survey in 1992..
 EH2327.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2327.rate of 0.0 thru 1.0 mm/km.
 EH2327
 EH2327.The geoid height was determined by GEOID03.
 EH2327
 EH2327.The dynamic height is computed by dividing the NAVD 88
 EH2327.geopotential number by the normal gravity value computed on the
 EH2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2327.degrees latitude (g = 980.6199 gals.).
 EH2327
 EH2327.The modeled gravity was interpolated from observed gravity values.
 EH2327
 EH2327;                    North         East    Units  Estimated Accuracy
 EH2327;SPC AR S     -   604,270.      400,660.      MT  (+/- 180 meters Scaled)
 EH2327
 EH2327                          SUPERSEDED SURVEY CONTROL
 EH2327
 EH2327  NGVD 29 (??/??/??)   67.240  (m)          220.60   (f) ADJUSTED    2 0
 EH2327
 EH2327.Superseded values are not recommended for survey control.
 EH2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2327.See file dsdata.txt to determine how the superseded data were derived.
 EH2327
 EH2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU924189(NAD 83)
 EH2327_MARKER: DD = SURVEY DISK
 EH2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2327_STAMPING: WTX 1936
 EH2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2327+STABILITY: SURFACE MOTION
 EH2327
 EH2327  HISTORY     - Date     Condition        Report By
 EH2327  HISTORY     - 1936     MONUMENTED       ARGS
 EH2327  HISTORY     - 1962     MARK NOT FOUND   CGS
 EH2327  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2327
 EH2327                          STATION DESCRIPTION
 EH2327
 EH2327'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EH2327'3.9 MI SW FROM ENGLAND.
 EH2327'1.0 MILE WEST ALONG THE CLEAR LAKE ROAD FROM THE STATION, THEN ABOUT
 EH2327'2.9 MILES SOUTH ALONG A COUNTY ROAD.  53 FEET WEST OF THE SOUTHWEST
 EH2327'CORNER OF THE A. HUGHES RESIDENCE 21 FEET EAST OF THE CENTERLINE OF
 EH2327'THE ROAD 600 FEET NORTH OF A CHURCH 120 FEET SOUTHWEST OF THE
 EH2327'SOUTHWEST CORNER OF A HORSE LOT.
 EH2327'NOTE-- THE HUGHES RESIDENCE AND THE CHURCH NO LONGER EXIST.
 EH2327
 EH2327                          STATION RECOVERY (1962)
 EH2327
 EH2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 EH2327'MARK NOT FOUND.
 EH2327
 EH2327                          STATION RECOVERY (1976)
 EH2327
 EH2327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2329 ***********************************************************************
 EH2329  DESIGNATION -  WTY
 EH2329  PID         -  EH2329
 EH2329  STATE/COUNTY-  AR/LONOKE
 EH2329  USGS QUAD   -  ENGLAND (1982)
 EH2329
 EH2329                         *CURRENT SURVEY CONTROL
 EH2329  ___________________________________________________________________
 EH2329* NAD 83(1986)-  34 31 55.     (N)    091 59 35.     (W)     SCALED    
 EH2329* NAVD 88     -        67.554  (meters)     221.63   (feet)  POSTED    
 EH2329  ___________________________________________________________________
 EH2329  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH2329  DYNAMIC HT  -          67.490 (meters)     221.42  (feet)  COMP
 EH2329  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 EH2329
 EH2329  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH2329
 EH2329.The horizontal coordinates were scaled from a topographic map and have
 EH2329.an estimated accuracy of +/- 6 seconds.
 EH2329
 EH2329.The orthometric height was determined by differential leveling
 EH2329.and adjusted by the National Geodetic Survey in 1992..
 EH2329.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH2329.rate of 0.0 thru 1.0 mm/km.
 EH2329
 EH2329.The geoid height was determined by GEOID03.
 EH2329
 EH2329.The dynamic height is computed by dividing the NAVD 88
 EH2329.geopotential number by the normal gravity value computed on the
 EH2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2329.degrees latitude (g = 980.6199 gals.).
 EH2329
 EH2329.The modeled gravity was interpolated from observed gravity values.
 EH2329
 EH2329;                    North         East    Units  Estimated Accuracy
 EH2329;SPC AR S     -   606,890.      400,640.      MT  (+/- 180 meters Scaled)
 EH2329
 EH2329                          SUPERSEDED SURVEY CONTROL
 EH2329
 EH2329  NGVD 29 (??/??/??)   67.591  (m)          221.75   (f) ADJUSTED    2 0
 EH2329
 EH2329.Superseded values are not recommended for survey control.
 EH2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2329.See file dsdata.txt to determine how the superseded data were derived.
 EH2329
 EH2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU924216(NAD 83)
 EH2329_MARKER: DD = SURVEY DISK
 EH2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2329_STAMPING: WTY 1936
 EH2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2329+STABILITY: SURFACE MOTION
 EH2329
 EH2329  HISTORY     - Date     Condition        Report By
 EH2329  HISTORY     - 1936     MONUMENTED       ARGS
 EH2329  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH2329
 EH2329                          STATION DESCRIPTION
 EH2329
 EH2329'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1936
 EH2329'2.1 MI SW FROM ENGLAND.
 EH2329'1.0 MILE WEST ALONG THE CLEAR LAKE ROAD FROM THE STATION, THENCE 1.1
 EH2329'MILES SOUTH ALONG A COUNTY ROAD.  58 FEET SOUTHWEST OF THE JUNCTION OF
 EH2329'A T-ROAD EAST 48 FEET WEST OF THE CENTER LINE OF THE ROAD 73 FEET
 EH2329'SOUTHWEST OF THE WEST END OF A BRIDGE 32 FEET SOUTHEAST OF THE
 EH2329'SOUTHEAST CORNER OF THE DOYLE PALMER RESIDENCE SET IN THE TOP OF A
 EH2329'CONCRETE POST.
 EH2329'NOTE-- THE DOYLE PALMER HOUSE NO LONGER EXIST.
 EH2329
 EH2329                          STATION RECOVERY (1976)
 EH2329
 EH2329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH2329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0841 ***********************************************************************
 GE0841  DESIGNATION -  WV 11
 GE0841  PID         -  GE0841
 GE0841  STATE/COUNTY-  AR/RANDOLPH
 GE0841  USGS QUAD   -  WARM SPRINGS (1981)
 GE0841
 GE0841                         *CURRENT SURVEY CONTROL
 GE0841  ___________________________________________________________________
 GE0841* NAD 83(1997)-  36 24 43.81686(N)    091 07 05.51079(W)     ADJUSTED  
 GE0841* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 GE0841  ___________________________________________________________________
 GE0841  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GE0841  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GE0841
 GE0841  HORZ ORDER  -  SECOND
 GE0841
 GE0841.The horizontal coordinates were established by classical geodetic methods
 GE0841.and adjusted by the National Geodetic Survey in September 1999..
 GE0841
 GE0841.The orthometric height was scaled from a topographic map.
 GE0841
 GE0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0841
 GE0841.The geoid height was determined by GEOID03.
 GE0841
 GE0841;                    North         East     Units Scale Factor Converg.
 GE0841;SPC AR N     -   230,995.307   479,092.916   MT  1.00004025   +0 30 47.2
 GE0841;SPC AR N     -   757,857.10  1,571,824.01   sFT  1.00004025   +0 30 47.2
 GE0841;UTM  15      - 4,031,310.897   668,724.493   MT  0.99995075   +1 07 02.2
 GE0841
 GE0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0841!SPC AR N     -   0.99998344  x   1.00004025  =   1.00002369
 GE0841!UTM  15      -   0.99998344  x   0.99995075  =   0.99993419
 GE0841
 GE0841                          SUPERSEDED SURVEY CONTROL
 GE0841
 GE0841  NAD 83(1986)-  36 24 43.82476(N)    091 07 05.51016(W) AD(       ) 2
 GE0841  NAD 27      -  36 24 43.59390(N)    091 07 05.04900(W) AD(       ) 2
 GE0841
 GE0841.Superseded values are not recommended for survey control.
 GE0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0841.See file dsdata.txt to determine how the superseded data were derived.
 GE0841
 GE0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6872431311(NAD 83)
 GE0841_MARKER: DD = SURVEY DISK
 GE0841_SETTING: 0 = UNSPECIFIED SETTING
 GE0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0841
 GE0841  HISTORY     - Date     Condition        Report By
 GE0841  HISTORY     - 1955     MONUMENTED       USE
 GE0841
 GE0841                          STATION DESCRIPTION
 GE0841
 GE0841'DESCRIBED BY US ENGINEERS 1955 (WFD)
 GE0841'THE STATION IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 93, ABOUT
 GE0841'13 MILES NORTHWEST OF POCAHONTAS, 9 MILES NORTHEAST OF RAVENDEN
 GE0841'SPRINGS, 1-1/2 MILES SOUTHEAST OF DALTON, 27 FEET EAST OF THE
 GE0841'CENTER OF THE HIGHWAY AND 18 FEET WEST OF A FENCE.  IT IS A
 GE0841'STANDARD U.S. ENGINEER DEPARTMENT DISK CEMENTED IN THE TOP OF
 GE0841'A 6-INCH IRON PIPE THAT PROJECTS 7 INCHES AND THE DISK IS
 GE0841'STAMPED WV 11 1935.  A TRAVERSE WAS MADE TO TRIANGULATION
 GE0841'STATION DALTON AND THE DISTANCE WAS FOUND TO BE 21.92 FEET OR
 GE0841'6.682 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0839 ***********************************************************************
 GE0839  DESIGNATION -  WV 11 RESET
 GE0839  PID         -  GE0839
 GE0839  STATE/COUNTY-  AR/RANDOLPH
 GE0839  USGS QUAD   -  WARM SPRINGS (1981)
 GE0839
 GE0839                         *CURRENT SURVEY CONTROL
 GE0839  ___________________________________________________________________
 GE0839* NAD 83(1997)-  36 24 43.76097(N)    091 07 05.20911(W)     ADJUSTED  
 GE0839* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 GE0839  ___________________________________________________________________
 GE0839  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GE0839  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GE0839
 GE0839  HORZ ORDER  -  SECOND
 GE0839
 GE0839.The horizontal coordinates were established by classical geodetic methods
 GE0839.and adjusted by the National Geodetic Survey in September 1999..
 GE0839
 GE0839.The orthometric height was scaled from a topographic map.
 GE0839
 GE0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0839
 GE0839.The geoid height was determined by GEOID03.
 GE0839
 GE0839;                    North         East     Units Scale Factor Converg.
 GE0839;SPC AR N     -   230,993.651   479,100.448   MT  1.00004024   +0 30 47.4
 GE0839;SPC AR N     -   757,851.67  1,571,848.72   sFT  1.00004024   +0 30 47.4
 GE0839;UTM  15      - 4,031,309.321   668,732.041   MT  0.99995079   +1 07 02.4
 GE0839
 GE0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0839!SPC AR N     -   0.99998344  x   1.00004024  =   1.00002368
 GE0839!UTM  15      -   0.99998344  x   0.99995079  =   0.99993423
 GE0839
 GE0839                          SUPERSEDED SURVEY CONTROL
 GE0839
 GE0839  NAD 83(1986)-  36 24 43.76887(N)    091 07 05.20848(W) AD(       ) 2
 GE0839  NAD 27      -  36 24 43.53810(N)    091 07 04.74710(W) AD(       ) 2
 GE0839
 GE0839.Superseded values are not recommended for survey control.
 GE0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0839.See file dsdata.txt to determine how the superseded data were derived.
 GE0839
 GE0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6873231309(NAD 83)
 GE0839_MARKER: DD = SURVEY DISK
 GE0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0839+STABILITY: SURFACE MOTION
 GE0839
 GE0839  HISTORY     - Date     Condition        Report By
 GE0839  HISTORY     - 1958     MONUMENTED       CGS
 GE0839
 GE0839                          STATION DESCRIPTION
 GE0839
 GE0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GE0839'U.S. ARMY ENGINEER MARK WV 11 1935 WAS MOVED.  THE SAME MARK
 GE0839'WAS USED AND RESTAMPED RESET 1958.  THIS MARK WILL SERVE AS
 GE0839'REFERENCE MARK NO. 3 FOR DALTON 2.  THE ARMY ENGINEERS ELEVATION
 GE0839'OF WV 11 1935 WAS TRANSFERED TO WV 11 RESET 1958, WHICH IS
 GE0839'0.325 FEET LOWER THAN THE ORIGINAL MARK.
 GE0839'
 GE0839'U.S. ARMY ENGINEER MARK WV 11 (USE) RESET 1958.  IT IS
 GE0839'49 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 93, 13 FEET
 GE0839'NORTH OF THE CENTER OF THE WOODS ROAD LEADING EAST, 3 FEET
 GE0839'EAST OF A FENCE LINE, 4 FEET NORTH-NORTHEAST OF A 12-INCH
 GE0839'OAK TREE IN THE FENCE LINE AND 6 FEET SOUTH OF THE PROJECTED
 GE0839'CENTER OF A FARM ROAD LEADING WEST.  IT IS A STANDARD U.S. ARMY
 GE0839'ENGINEERS DISK MEMPHIS DISTRICT, STAMPED WV 11 1935 RESET
 GE0839'1958, SET IN THE TOP OF A 4-INCH IRON PIPE WHICH IS SET IN A
 GE0839'12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0216 ***********************************************************************
 FG0216  DESIGNATION -  WXR
 FG0216  PID         -  FG0216
 FG0216  STATE/COUNTY-  AR/CLEBURNE
 FG0216  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0216
 FG0216                         *CURRENT SURVEY CONTROL
 FG0216  ___________________________________________________________________
 FG0216* NAD 83(1986)-  35 27 14.     (N)    092 00 24.     (W)     SCALED    
 FG0216* NAVD 88     -       263.106  (meters)     863.21   (feet)  ADJUSTED  
 FG0216  ___________________________________________________________________
 FG0216  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FG0216  DYNAMIC HT  -         262.864 (meters)     862.41  (feet)  COMP
 FG0216  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FG0216
 FG0216  VERT ORDER  -  SECOND    CLASS 0
 FG0216
 FG0216.The horizontal coordinates were scaled from a topographic map and have
 FG0216.an estimated accuracy of +/- 6 seconds.
 FG0216
 FG0216.The orthometric height was determined by differential leveling
 FG0216.and adjusted by the National Geodetic Survey in June 1991..
 FG0216
 FG0216.The geoid height was determined by GEOID03.
 FG0216
 FG0216.The dynamic height is computed by dividing the NAVD 88
 FG0216.geopotential number by the normal gravity value computed on the
 FG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0216.degrees latitude (g = 980.6199 gals.).
 FG0216
 FG0216.The modeled gravity was interpolated from observed gravity values.
 FG0216
 FG0216;                    North         East    Units  Estimated Accuracy
 FG0216;SPC AR N     -   124,320.      399,400.      MT  (+/- 180 meters Scaled)
 FG0216
 FG0216                          SUPERSEDED SURVEY CONTROL
 FG0216
 FG0216  NGVD 29 (??/??/92)  263.041  (m)          862.99   (f) ADJ UNCH    2 0
 FG0216
 FG0216.Superseded values are not recommended for survey control.
 FG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0216.See file dsdata.txt to determine how the superseded data were derived.
 FG0216
 FG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV901238(NAD 83)
 FG0216_MARKER: DD = SURVEY DISK
 FG0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0216_STAMPING: WXR 1960
 FG0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0216+STABILITY: SURFACE MOTION
 FG0216
 FG0216  HISTORY     - Date     Condition        Report By
 FG0216  HISTORY     - 1960     MONUMENTED       ARGS
 FG0216  HISTORY     - 1962     GOOD             NGS
 FG0216  HISTORY     - 1963     GOOD             NGS
 FG0216  HISTORY     - 20030730 MARK NOT FOUND   USACE
 FG0216
 FG0216                          STATION DESCRIPTION
 FG0216
 FG0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0216'4.05 MI SE FROM HEBER SPRINGS.
 FG0216'2.2 MILES SOUTH ALONG STATE HIGHWAYS 25 AND 16 FROM THE RAILROAD
 FG0216'STATION AT HEBER SPRINGS, THENCE 1.85 MILES EAST ALONG STATE HIGHWAY
 FG0216'16, 52.0 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND MIDDLE OF
 FG0216'A CURVE, 8.2 FEET SOUTH OF A METAL WITNESS POST, 6.6 FEET SOUTHWEST OF
 FG0216'A POWER POLE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES
 FG0216'ABOVE GROUND SURFACE.
 FG0216
 FG0216                          STATION RECOVERY (1963)
 FG0216
 FG0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FG0216'RECOVERED IN GOOD CONDITION.
 FG0216
 FG0216                          STATION RECOVERY (2003)
 FG0216
 FG0216'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FG0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9667 ***********************************************************************
 DE9667  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9667  DESIGNATION -  WYANOKE GAGE REF 2001
 DE9667  PID         -  DE9667
 DE9667  STATE/COUNTY-  AR/CRITTENDEN
 DE9667  USGS QUAD   -  FLETCHER LAKE (1993)
 DE9667
 DE9667                         *CURRENT SURVEY CONTROL
 DE9667  ___________________________________________________________________
 DE9667* NAD 83(1997)-  35 06 14.30708(N)    090 10 56.52596(W)     ADJUSTED  
 DE9667* NAVD 88     -        69.84   (meters)     229.1    (feet)  GPS OBS   
 DE9667  ___________________________________________________________________
 DE9667  X           -     -16,627.067 (meters)                     COMP
 DE9667  Y           -  -5,223,810.400 (meters)                     COMP
 DE9667  Z           -   3,647,334.345 (meters)                     COMP
 DE9667  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DE9667  ELLIP HEIGHT-          42.57  (meters)          (01/24/03) GPS OBS
 DE9667  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DE9667
 DE9667  HORZ ORDER  -  FIRST
 DE9667  ELLP ORDER  -  SECOND    CLASS II
 DE9667
 DE9667.The horizontal coordinates were established by GPS observations
 DE9667.and adjusted by the National Geodetic Survey in January 2003..
 DE9667
 DE9667.The orthometric height was determined by GPS observations and a
 DE9667.high-resolution geoid model using precise GPS observation and
 DE9667.processing techniques.
 DE9667
 DE9667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9667
 DE9667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9667
 DE9667.The ellipsoidal height was determined by GPS observations
 DE9667.and is referenced to NAD 83.
 DE9667
 DE9667.The geoid height was determined by GEOID03.
 DE9667
 DE9667;                    North         East     Units Scale Factor Converg.
 DE9667;SPC AR N     -    87,025.704   565,703.861   MT  0.99997084   +1 03 27.6
 DE9667;SPC AR N     -   285,516.83  1,855,980.08   sFT  0.99997084   +1 03 27.6
 DE9667;UTM  15      - 3,888,206.688   756,823.233   MT  1.00041297   +1 37 16.3
 DE9667
 DE9667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9667!SPC AR N     -   0.99999332  x   0.99997084  =   0.99996416
 DE9667!UTM  15      -   0.99999332  x   1.00041297  =   1.00040629
 DE9667
 DE9667                          SUPERSEDED SURVEY CONTROL
 DE9667
 DE9667.No superseded survey control is available for this station.
 DE9667
 DE9667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5682388207(NAD 83)
 DE9667_MARKER: A = ALUMINUM MARKER
 DE9667_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9667_STAMPING: WYANOKE GAGE REF 2001
 DE9667_MARK LOGO: USACE 
 DE9667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9667+STABILITY: SURFACE MOTION
 DE9667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9667+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 DE9667
 DE9667  HISTORY     - Date     Condition        Report By
 DE9667  HISTORY     - 20010604 MONUMENTED       USACE
 DE9667  HISTORY     - 20011015 GOOD             3001
 DE9667
 DE9667                          STATION DESCRIPTION
 DE9667
 DE9667'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9667'THE STATION IS LOCATED IN CRITTENDEN COUNTY, ARKANSAS.  3.0 MILES
 DE9667'SOUTH OF WEST MEMPHIS,
 DE9667'AR.  7.75 MILES SOUTHWEST OF DOWNTOWN MEMPHIS, TN.  AT THE PORT OF
 DE9667'WEST MEMPHIS
 DE9667'TERMINAL.
 DE9667' 
 DE9667'TO REACH THE STATION FROM THE INTERSECTION OF HWY 70 AND AND SOUTH
 DE9667'AVALON, NEAR THE
 DE9667'WEST END OF WEST MEMPHIS, AR.  PROCEED SOUTH ON S. AVALON 1.4 MILES TO
 DE9667'DABBS AVE ON THE
 DE9667'LEFT.  TURN LEFT (EAST) ON DABBS AVE AND PROCEED 0.2 MILES TO PORT
 DE9667'ROAD LEADING SOUTH.
 DE9667'TURN RIGHT (SOUTH) ON PORT ROAD.  FOLLOW PORT ROAD 1.55 MILES TO THE
 DE9667'INTERSECTION OF
 DE9667'MISSISSIPPI RIVER LEVEE.  PROCEED EAST ON PORT ROAD 0.35 MILES TO
 DE9667'SMALL LEVEE AND THE
 DE9667'MARK IS ON THE LEFT.
 DE9667' 
 DE9667'THE STATION IS AN ALUMINUM MEMPHIS DISTRICT COE CAP, 0.5 FEET
 DE9667'UNDERGROUND.  2.0 FEET
 DE9667'SOUTH OF A CARSONITE WITNESS POST.  83 FEET NORTH OF THE NORTHWEST
 DE9667'CORNER OF A HOUSE.
 DE9667'110 FEET NORTH OF THE NORTHWEST CORNER OF WAREHOUSE.  101.5 FEET WEST
 DE9667'OF POWER POLE
 DE9667'NUMBER 5325R.
 DE9667'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1361 ***********************************************************************
 DL1361  DESIGNATION -  WYATT
 DL1361  PID         -  DL1361
 DL1361  STATE/COUNTY-  AR/UNION
 DL1361  USGS QUAD   -  EL DORADO WEST (1981)
 DL1361
 DL1361                         *CURRENT SURVEY CONTROL
 DL1361  ___________________________________________________________________
 DL1361* NAD 83(1997)-  33 12 29.01144(N)    092 44 04.54945(W)     ADJUSTED  
 DL1361* NAVD 88     -        78.54   (+/-2cm)     257.7    (feet)  VERTCON   
 DL1361  ___________________________________________________________________
 DL1361  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DL1361  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DL1361
 DL1361  HORZ ORDER  -  FIRST
 DL1361  VERT ORDER  -  THIRD ? (See Below)
 DL1361
 DL1361.The horizontal coordinates were established by classical geodetic methods
 DL1361.and adjusted by the National Geodetic Survey in September 1999..
 DL1361
 DL1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1361.The vertical order pertains to the NGVD 29 superseded value.
 DL1361
 DL1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1361
 DL1361.The geoid height was determined by GEOID03.
 DL1361
 DL1361;                    North         East     Units Scale Factor Converg.
 DL1361;SPC AR S     -   460,294.163   331,510.227   MT  1.00002166   -0 24 40.1
 DL1361;SPC AR S     - 1,510,148.43  1,087,629.80   sFT  1.00002166   -0 24 40.1
 DL1361;UTM  15      - 3,674,384.115   524,734.517   MT  0.99960754   +0 08 43.3
 DL1361
 DL1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1361!SPC AR S     -   0.99999180  x   1.00002166  =   1.00001346
 DL1361!UTM  15      -   0.99999180  x   0.99960754  =   0.99959934
 DL1361
 DL1361|---------------------------------------------------------------------|
 DL1361| PID    Reference Object                     Distance      Geod. Az  |
 DL1361|                                                           dddmmss.s |
 DL1361| CY7208 WYATT RM 1                           30.135 METERS 07903     |
 DL1361| DL1358 EL DORADO RITCHIE GROCERY TK        APPROX. 6.7 KM 0875957.1 |
 DL1361| DL1611 EL DORADO                           APPROX. 6.4 KM 0882137.4 |
 DL1361| DL1354 EL DORADO ARK P AND L CO TANK       APPROX. 6.9 KM 0900153.7 |
 DL1361| DL1356 EL DORADO OIL AND FERTIL CO TK      APPROX. 6.9 KM 0922828.6 |
 DL1361| DL1357 EL DORADO LION OIL CO CONC STK      APPROX. 5.7 KM 0992704.2 |
 DL1361| CY7210 WYATT RM 3                           44.767 METERS 14922     |
 DL1361| CY7209 WYATT RM 2                           30.663 METERS 19101     |
 DL1361| CY7206 WYATT AZ MK                                        2715145.8 |
 DL1361| CY7207 WYATT AZ MK RESET                                  2721345.8 |
 DL1361| DL1360 TT 25 Y                               7.132 METERS 30728     |
 DL1361|---------------------------------------------------------------------|
 DL1361
 DL1361                          SUPERSEDED SURVEY CONTROL
 DL1361
 DL1361  NAD 83(1997)-  33 12 29.02031(N)    092 44 04.54191(W) AD(       ) 1
 DL1361  NAD 83(1986)-  33 12 29.02378(N)    092 44 04.54085(W) AD(       ) 1
 DL1361  NAD 27      -  33 12 28.55500(N)    092 44 03.96100(W) AD(       ) 1
 DL1361  NGVD 29 (07/19/86)   78.59   (m)          257.8    (f) LEVELING    3  
 DL1361
 DL1361.Superseded values are not recommended for survey control.
 DL1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1361.See file dsdata.txt to determine how the superseded data were derived.
 DL1361
 DL1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2473574384(NAD 83)
 DL1361_MARKER: DS = TRIANGULATION STATION DISK
 DL1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1361
 DL1361  HISTORY     - Date     Condition        Report By
 DL1361  HISTORY     - 1941     MONUMENTED       CGS
 DL1361  HISTORY     - 1952     GOOD             CGS
 DL1361  HISTORY     - 1955     GOOD             CGS
 DL1361  HISTORY     - 1961     GOOD             USGS
 DL1361  HISTORY     - 1963     GOOD             CGS
 DL1361  HISTORY     - 1964     GOOD             CGS
 DL1361  HISTORY     - 1978     MARK NOT FOUND   USGS
 DL1361
 DL1361                          STATION DESCRIPTION
 DL1361
 DL1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1361'STATION IS LOCATED AT WYATT SCHOOL, 4.1 MILES WEST OF EL DORADO
 DL1361'ON U.S. ROUTE NO. 82, AT THE CORNER OF SECTIONS 26, 27, 34,
 DL1361'AND 35, T 17 S, R 16 W.  STATION IS IN THE NORTHWEST CORNER
 DL1361'OF THE SCHOOL GROUNDS, 20 FEET EAST OF THE WEST FENCE LINE,
 DL1361'21 FEET SOUTH OF THE NORTH FENCE LINE AND 54.5 FEET SOUTH
 DL1361'OF THE CENTER LINE OF U.S. ROUTE NO. 82.  MARK IS FLUSH
 DL1361'WITH THE GROUND AND DISK IS STAMPED WYATT, 1941.
 DL1361'
 DL1361'R.M. NO. 1 IS EAST BY NORTH OF STATION, 1 FOOT SOUTH OF THE
 DL1361'NORTH FENCE LINE AND 35 FEET SOUTH OF THE CENTER LINE OF
 DL1361'U.S. ROUTE NO. 82.  MARK PROJECTS 1 INCH, AND IS STAMPED
 DL1361'WYATT, NO. 1, 1941.
 DL1361'
 DL1361'R.M. NO. 2 IS SOUTH BY WEST OF THE STATION, 1 FOOT EAST OF
 DL1361'THE WEST FENCE LINE.  MARK PROJECTS 5 INCHES AND DISK IS
 DL1361'STAMPED WYATT, NO. 2, 1941.
 DL1361'
 DL1361'TT STA. NO. 25Y, 1927 (USGS) IS NORTH WEST OF THE STATION, 1.5
 DL1361'FEET EAST OF THE WEST FENCE LINE, 6.8 FEET SOUTH OF THE NORTH
 DL1361'WEST FENCE CORNER.  MARK IS A STANDARD USGS DISK, STAMPED
 DL1361'AS ABOVE, SET IN A 5 INCH CONCRETE CYLINDER WITH THE TOP
 DL1361'4 INCHES BELOW SURFACE OF THE GROUND.
 DL1361'
 DL1361'AZIMUTH MARK IS WEST OF THE STATION, ON A RISE, 31.4 FEET
 DL1361'NORTH OF THE CENTER LINE OF U.S. ROUTE NO. 82, UNDER A POWER
 DL1361'LINE, 80 FEET EAST OF A POWER LINE POLE, AND 2.5 FEET EAST
 DL1361'OF A REFERENCE POST.  A ONE STORY YELLOW HOUSE IS ACROSS THE
 DL1361'HIGHWAY FROM MARK.
 DL1361'
 DL1361'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DL1361
 DL1361                          STATION RECOVERY (1952)
 DL1361
 DL1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 DL1361'THE STATION AND ALL THE MARKS WERE RECOVERED AS PREVIOUSLY
 DL1361'DESCRIBED AND WERE FOUND IN GOOD CONDITION.  THE STATION WAS
 DL1361'NOT OCCUPIED.
 DL1361
 DL1361                          STATION RECOVERY (1955)
 DL1361
 DL1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 DL1361'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DL1361'A NEW AZIMUTH MARK WAS SET NORTH OF THE OLD AZIMUTH MARK AND
 DL1361'A NEW REFERENCE MARK (R.M. NO. 3) WAS SET SOUTHEAST OF THE
 DL1361'STATION MARK.  THE OLD AZIMUTH MARK AND R.M. NO. 1 WERE
 DL1361'DESTROYED DUE TO BEING IN THE WAY OF PROPOSED NEW HIGHWAY
 DL1361'CONSTRUCTION.  DESCRIPTIONS OF THE NEW MARKS ARE AS FOLLOWS--
 DL1361'
 DL1361'AZIMUTH MARK IS APPROXIMATELY 0.75 MILE WEST OF STATION, 61
 DL1361'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 82 AND 174 FEET
 DL1361'NORTH OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER
 DL1361'OF A WHITE HOUSE.  IT IS STAMPED WYATT 1941 AZIMUTH RESET 1955
 DL1361'AND PROJECTS 0.4 FOOT ABOVE THE GROUND
 DL1361'
 DL1361'REFERENCE MARK NO. 3 IS 146.8 FEET SOUTHEAST OF THE STATION
 DL1361'AND SET IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE
 DL1361'BOTTOM CONCRETE STEP OF THE NORTH ENTRANCE OF THE WYATT SCHOOL.
 DL1361'IT IS STAMPED WYATT NO 3 1955.
 DL1361
 DL1361                          STATION RECOVERY (1961)
 DL1361
 DL1361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DL1361'STATION FOUND IN GOOD CONDITION.  IT IS LOCATED 3.25 MILES
 DL1361'W OF EL DORADO (JCT OF U.S. HWYS 82 AND 167), ALONG U.S. 82,
 DL1361'IN NW 1/4 SEC. 35 T17S, R16W, 140 FEET NNW OF NW CORNER OF
 DL1361'WYATT SCHOOL, 41 FEET E OF CROSS ROAD AND 2.8 FEET HIGHER,
 DL1361'57 FEET S OF CENTER LINE OF U.S. 82.  IT IS SET IN CONCRETE
 DL1361'POST FLUSH WITH GROUND, A STANDARD USC AND GS DISK STAMPED
 DL1361'WYATT 1941.
 DL1361
 DL1361                          STATION RECOVERY (1963)
 DL1361
 DL1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 DL1361'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 DL1361'CONDITION AS DESCRIBED.  AZIMUTH MARK, REFERENCE MARK 1 AND
 DL1361'TT STA. NO. 25Y 1927 (USGS) WERE SEARCHED FOR BUT NOT RECOVERED.
 DL1361
 DL1361                          STATION RECOVERY (1964)
 DL1361
 DL1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1361'STATION, R.M. NO. 2 AND R.M. NO. 3 RECOVERED AND FOUND IN GOOD
 DL1361'CONDITION.  THE AZIMUTH MARK, STAMPED WYATT 1941 RESET 1955
 DL1361'HAS BEEN DESTROYED AS IT WAS FOUND TO BE TILTED AT A 45 DEGREE
 DL1361'ANGLE.  TT STA. NO. 25 Y 1927 (USGS) HAS BEEN DESTROYED BY
 DL1361'HIGHWAY IMPROVEMENT.
 DL1361'
 DL1361'THE STATION MARK IS 16.5 FEET EAST-NORTHEAST OF THE NORTHWEST
 DL1361'CORNER OF SCHOOL YARD FENCE, 4.1 FEET NORTH OF NORTH YARD FENCE
 DL1361'AND IS FLUSH WITH THE GROUND.  R.M. NO. 2 IS 3 FEET WEST OF THE
 DL1361'WEST YARD FENCE.
 DL1361'
 DL1361'THE AZIMUTH MARK COULD NOT BE REPLACED AT THIS TIME AS NO
 DL1361'OBJECTS WERE VISIBLE FROM THE GROUND.
 DL1361
 DL1361                          STATION RECOVERY (1978)
 DL1361
 DL1361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (DFP)
 DL1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2020 ***********************************************************************
 DK2020  DESIGNATION -  WYE
 DK2020  PID         -  DK2020
 DK2020  STATE/COUNTY-  AR/DESHA
 DK2020  USGS QUAD   -  DUMAS (1969)
 DK2020
 DK2020                         *CURRENT SURVEY CONTROL
 DK2020  ___________________________________________________________________
 DK2020* NAD 83(1997)-  33 55 56.97642(N)    091 23 32.97053(W)     ADJUSTED  
 DK2020* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 DK2020  ___________________________________________________________________
 DK2020  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DK2020  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK2020
 DK2020  HORZ ORDER  -  FIRST
 DK2020
 DK2020.The horizontal coordinates were established by classical geodetic methods
 DK2020.and adjusted by the National Geodetic Survey in September 1999..
 DK2020
 DK2020.The orthometric height was scaled from a topographic map.
 DK2020
 DK2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2020
 DK2020.The geoid height was determined by GEOID03.
 DK2020
 DK2020;                    North         East     Units Scale Factor Converg.
 DK2020;SPC AR S     -   540,562.100   456,164.051   MT  0.99992004   +0 20 24.1
 DK2020;SPC AR S     - 1,773,494.16  1,496,598.22   sFT  0.99992004   +0 20 24.1
 DK2020;UTM  15      - 3,755,834.658   648,574.629   MT  0.99987212   +0 53 51.0
 DK2020
 DK2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2020!SPC AR S     -   0.99999643  x   0.99992004  =   0.99991647
 DK2020!UTM  15      -   0.99999643  x   0.99987212  =   0.99986855
 DK2020
 DK2020|---------------------------------------------------------------------|
 DK2020| PID    Reference Object                     Distance      Geod. Az  |
 DK2020|                                                           dddmmss.s |
 DK2020| CY7211 WYE RM 2                             60.019 METERS 00533     |
 DK2020| DK0865 WYE AZ MK                                          0151519.0 |
 DK2020| DK0864 WYE RM 1                             80.192 METERS 12435     |
 DK2020|---------------------------------------------------------------------|
 DK2020
 DK2020                          SUPERSEDED SURVEY CONTROL
 DK2020
 DK2020  NAD 83(1997)-  33 55 56.98412(N)    091 23 32.96580(W) AD(       ) 1
 DK2020  NAD 83(1986)-  33 55 56.98464(N)    091 23 32.96560(W) AD(       ) 1
 DK2020  NAD 27      -  33 55 56.61800(N)    091 23 32.53400(W) AD(       ) 1
 DK2020
 DK2020.Superseded values are not recommended for survey control.
 DK2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2020.See file dsdata.txt to determine how the superseded data were derived.
 DK2020
 DK2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4857555835(NAD 83)
 DK2020_MARKER: DS = TRIANGULATION STATION DISK
 DK2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2020
 DK2020  HISTORY     - Date     Condition        Report By
 DK2020  HISTORY     - 1940     MONUMENTED       CGS
 DK2020  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK2020  HISTORY     - 1964     MARK NOT FOUND   CGS
 DK2020
 DK2020                          STATION DESCRIPTION
 DK2020
 DK2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK2020'STATION WYE IS LOCATED IN DESHA COUNTY ABOUT 6-1/2 MILES NE
 DK2020'OF DUMAS, IN A SMALL WYE AT THE JUNCTION OF ARKANSAS HIGHWAY
 DK2020'54 WITH ARKANSAS HIGHWAY 1, PRESUMABLY ON THE PROPERTY OF THE
 DK2020'ARKANSAS STATE HIGHWAY DEPARTMENT.  IT IS ABOUT 200 YARDS NE
 DK2020'OF THE JESSIE WEBB IV SCHOOL, IN APPROXIMATELY THE CENTER OF THE
 DK2020'WYE, PROJECTS 6 INCHES, AND IS STAMPED WYE 1940.  THERE IS
 DK2020'A WHITE REFERENCE POST 5-1/2 FEET S OF THE STATION.
 DK2020'
 DK2020'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK2020'BRONZE DISKS SET IN CONCRETE.
 DK2020'
 DK2020'REFERENCE MARK NO. 1 IS 65 FEET S OF THE CENTER LINE OF THE
 DK2020'ROAD AND 1 FOOT N OF A FENCE LINE.  IT PROJECTS 6 INCHES, IS AT
 DK2020'THE SAME ELEVATION AS THE STATION, AND IS STAMPED WYE NO. 1
 DK2020'1940.
 DK2020'
 DK2020'REFERENCE MARK NO. 2 IS 24 FEET W OF THE CENTER LINE OF THE ROAD.
 DK2020'IT PROJECTS 6 INCHES, IS AT THE SAME ELEVATION AS THE STATION,
 DK2020'AND IS STAMPED WYE NO. 2, 1940.
 DK2020'
 DK2020'THE AZIMUTH MARK IS 0.4 MILE N OF THE STATION, 21 FEET W OF THE
 DK2020'CENTER LINE OF THE ROAD AT A T-ROAD INTERSECTION.  IT PROJECTS
 DK2020'8 INCHES AND IS STAMPED WYE 1940.  THERE IS A WHITE REFERENCE
 DK2020'POST 2.5 FEET N OF THE MARK.
 DK2020'
 DK2020'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE N 0.4 MILE
 DK2020'TO THE T-ROAD INTERSECTION AND THE MARK ON THE W SIDE OF THE
 DK2020'ROAD.
 DK2020'
 DK2020'TO REACH THE STATION FROM DUMAS, START AT THE JUNCTION OF U.S.
 DK2020'HIGHWAY 65 AND STATE HIGHWAY 54, AT THE SE CORNER OF THE TOWN,
 DK2020'FOLLOW STATE HIGHWAY 54, E FOR 8.0 MILES TO THE JUNCTION WITH
 DK2020'STATE HIGHWAY 1 AND STATION.
 DK2020'
 DK2020'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK2020
 DK2020                          STATION RECOVERY (1955)
 DK2020
 DK2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 DK2020'TRIANGULATION STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 DK2020'
 DK2020'REFERENCE MARK 1 IS 7.4 MI. NE ALONG STATE HIGHWAY 54 FROM
 DK2020'THE HIGH SCHOOL AT DUMAS, 260 FT. SE OF THE CENTER OF THE
 DK2020'INTERSECTION OF STATE HIGHWAYS 1 AND 54, 68 FT. S OF THE
 DK2020'CENTERLINE OF STATE HIGHWAY 1, 154 FT. N OF THE NE CORNER OF A
 DK2020'HOUSE, 4 FT. SW OF THE NW CORNER OF A LARGE CONCRETE PLATFORM,
 DK2020'1.5 FT. W OF A WITNESS POST, A REFERENCE-MARK DISK, SET IN
 DK2020'THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE THE GROUND,
 DK2020'AND STAMPED WYE NO 1 1940.
 DK2020'
 DK2020'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 DK2020'
 DK2020'AZIMUTH MARK IS 0.4 MI. N OF REFERENCE MARK 1, 51 FT. SE OF
 DK2020'THE SE CORNER OF A HOUSE, 24 FT. W OF THE CENTERLINE OF STATE
 DK2020'HIGHWAY 1, 27 FT. S OF A FENCE CORNER, 25 FT. S OF THE EXTENDED
 DK2020'CENTERLINE OF A ROAD LEADING E, 2 FT. N OF A WITNESS POST, AN
 DK2020'AZIMUTH-MARK DISK, SET IN THE TOP OF A CONCRETE POST FLUSH
 DK2020'WITH THE GROUND, AND STAMPED WYE 1940.
 DK2020
 DK2020                          STATION RECOVERY (1964)
 DK2020
 DK2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 DK2020'TRIANGULATION STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 DK2020'IT APPEARS THAT ROAD CONSTRUCTION DESTROYED THE MARK.
 DK2020'
 DK2020'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND AS DESCRIBED IN 1955.
 DK2020'
 DK2020'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 DK2020'
 DK2020'AZIMUTH MARK WAS RECOVERED AND FOUND IN FAIR CONDITION AS
 DK2020'DESCRIBED IN 1955.  THE MARK IS BEING HIT BY FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1877 ***********************************************************************
 EJ1877  DESIGNATION -  WYE
 EJ1877  PID         -  EJ1877
 EJ1877  STATE/COUNTY-  AR/PERRY
 EJ1877  USGS QUAD   -  MARTINDALE (1984)
 EJ1877
 EJ1877                         *CURRENT SURVEY CONTROL
 EJ1877  ___________________________________________________________________
 EJ1877* NAD 83(1997)-  34 55 59.81705(N)    092 41 34.33366(W)     ADJUSTED  
 EJ1877* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 EJ1877  ___________________________________________________________________
 EJ1877  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 EJ1877  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EJ1877
 EJ1877  HORZ ORDER  -  FIRST
 EJ1877
 EJ1877.The horizontal coordinates were established by classical geodetic methods
 EJ1877.and adjusted by the National Geodetic Survey in September 1999..
 EJ1877
 EJ1877.The orthometric height was scaled from a topographic map.
 EJ1877
 EJ1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1877
 EJ1877.The geoid height was determined by GEOID03.
 EJ1877
 EJ1877;                    North         East     Units Scale Factor Converg.
 EJ1877;SPC AR N     -    66,782.538   336,698.349   MT  1.00000001   -0 24 11.5
 EJ1877;SPC AR N     -   219,102.38  1,104,651.17   sFT  1.00000001   -0 24 11.5
 EJ1877;SPC AR S     -   651,622.488   336,695.689   MT  1.00004141   -0 23 16.1
 EJ1877;SPC AR S     - 2,137,864.78  1,104,642.44   sFT  1.00004141   -0 23 16.1
 EJ1877;UTM  15      - 3,865,687.438   528,048.854   MT  0.99960970   +0 10 33.1
 EJ1877
 EJ1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1877!SPC AR N     -   0.99996545  x   1.00000001  =   0.99996546
 EJ1877!SPC AR S     -   0.99996545  x   1.00004141  =   1.00000686
 EJ1877!UTM  15      -   0.99996545  x   0.99960970  =   0.99957517
 EJ1877
 EJ1877|---------------------------------------------------------------------|
 EJ1877| PID    Reference Object                     Distance      Geod. Az  |
 EJ1877|                                                           dddmmss.s |
 EJ1877| DK0864 WYE RM 1                             18.743 METERS 02113     |
 EJ1877| FG1711 POINT PISGAH                        APPROX.28.4 KM 0410734.3 |
 EJ1877| DK0865 WYE AZ MK                                          1510640.8 |
 EJ1877| CY7211 WYE RM 2                             17.430 METERS 25210     |
 EJ1877|---------------------------------------------------------------------|
 EJ1877
 EJ1877                          SUPERSEDED SURVEY CONTROL
 EJ1877
 EJ1877  NAD 83(1986)-  34 55 59.83130(N)    092 41 34.32531(W) AD(       ) 1
 EJ1877  NAD 27      -  34 55 59.51100(N)    092 41 33.73200(W) AD(       ) 1
 EJ1877
 EJ1877.Superseded values are not recommended for survey control.
 EJ1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1877.See file dsdata.txt to determine how the superseded data were derived.
 EJ1877
 EJ1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2804965687(NAD 83)
 EJ1877_MARKER: DS = TRIANGULATION STATION DISK
 EJ1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1877+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 EJ1877
 EJ1877  HISTORY     - Date     Condition        Report By
 EJ1877  HISTORY     - 1940     MONUMENTED       CGS
 EJ1877  HISTORY     - 1957     GOOD             CGS
 EJ1877  HISTORY     - 1967     GOOD             CGS
 EJ1877  HISTORY     - 20050509 GOOD             GEOCAC
 EJ1877
 EJ1877                          STATION DESCRIPTION
 EJ1877
 EJ1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 EJ1877'STATION IS ABOUT 7 MILES SE OF PERRYVILLE, 6-1/2 MILES E OF
 EJ1877'THORNBURG AND ABOUT 3 MILES W OF WYE SCHOOL ON THE TOP OF A
 EJ1877'WOODED RIDGE.
 EJ1877'
 EJ1877'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 EJ1877'SET IN CONCRETE AS DESCRIBED.
 EJ1877'
 EJ1877'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 EJ1877'OUTCROPPING BEDROCK.
 EJ1877'
 EJ1877'THE STATION IS 19.0 FEET SE OF TRIANGLE BLAZE ON TREE, 28.6
 EJ1877'FEET N OF TRIANGLE BLAZE ON ANOTHER TREE, 3.6 FEET S OF WHITE
 EJ1877'WITNESS POST, PROJECTS 4 INCHES, AND IS STAMPED WYE 1940.
 EJ1877'
 EJ1877'REFERENCE MARK NO.1 IS 65 FEET N OF TRACK ROAD, PROJECTS 3
 EJ1877'INCHES, AND IS STAMPED WYE NO.1, 1940.
 EJ1877'
 EJ1877'REFERENCE MARK NO.2 IS 7 FEET N OF TRACK ROAD, PROJECTS 3
 EJ1877'INCHES, AND IS STAMPED WYE NO.2, 1940.
 EJ1877'
 EJ1877'THE AZIMUTH MARK IS 74 FEET N OF DIRT ROAD, 15 FEET N OF
 EJ1877'BLAZED TREE, AND IS STAMPED WYE 1940.  THERE IS NO WITNESS POST
 EJ1877'SET AT THE AZIMUTH.
 EJ1877'
 EJ1877'REACHED FROM MORRILTON BY GOING S ON STATE HIGHWAY 9 FOR 19.5
 EJ1877'MILES TO THE THORNBURG POST OFFICE ON RIGHT AND NARROW GRADED
 EJ1877'DIRT ROAD LEADING LEFT (E), TURN LEFT AND GO 6.2 MILES TO
 EJ1877'SMALL PINE TREE ON LEFT WITH TRIANGLE BLAZE, THE AZIMUTH MARK
 EJ1877'IS 0.5 MILE E ALONG THE ROAD FROM THIS POINT.  CONTINUE TO
 EJ1877'STATION BY TURNING LEFT AND FOLLOWING TRACK ROAD EASTERLY ALONG
 EJ1877'TOP OF RIDGE 0.4 MILE TO PINE TREE ON LEFT WITH TRIANGLE
 EJ1877'BLAZE.
 EJ1877'
 EJ1877'A 64-FOOT TOWER USED.
 EJ1877
 EJ1877                          STATION RECOVERY (1957)
 EJ1877
 EJ1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EJ1877'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND
 EJ1877'FOUND IN GOOD CONDITION.  A SEARCH FOR THE AZIMUTH MARK WAS
 EJ1877'MADE BUT THE MARK WAS NOT RECOVERED.  THE AZIMUTH MARK WOULD
 EJ1877'NOT BE VISIBLE FROM THE GROUND AT THE STATION SITE.
 EJ1877'
 EJ1877'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9
 EJ1877'AND 10, WHICH IS 4.1 MILES SOUTH OF THE SMALL COMMUNITY OF
 EJ1877'THORNBURG VIA HIGHWAYS 9 AND 10, GO NORTH ON HIGHWAYS 9 AND
 EJ1877'10 FOR 4.1 MILES TO THE SMALL COMMUNITY OF THORNBURG AND A
 EJ1877'SIDE ROAD RIGHT, (THERE IS NO LONGER A POST OFFICE IN THORNBURG
 EJ1877'AS MENTIONED IN THE ORIGINAL DESCRIPTION) TURN RIGHT, EAST, AND
 EJ1877'GO 6.55 MILES TO A LOGGING ROAD LEFT, TURN LEFT, NORTH, AND
 EJ1877'GO ABOUT 100 YARDS TO A TRACK ROAD RIGHT, TURN RIGHT, EAST,
 EJ1877'AND FOLLOW THE TRACK FOR 0.3 MILE TO THE STATION ON THE LEFT
 EJ1877'AS DESCRIBED IN 1940.
 EJ1877
 EJ1877                          STATION RECOVERY (1967)
 EJ1877
 EJ1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EJ1877'STATION RECOVERED AS DESCRIBED BY K.A.M. IN 1957.
 EJ1877
 EJ1877                          STATION RECOVERY (2005)
 EJ1877
 EJ1877'RECOVERY NOTE BY GEOCACHING 2005 (DOM)
 EJ1877'STATION MARK, BOTH REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 EJ1877'GOOD CONDITION.  THE ROAD FROM THORNBURG IS TRAM ROAD.  WYE SCHOOL NO
 EJ1877'LONGER EXISTS, SO THE DISTANCE FROM THAT END SHOULD READ 2.5 MILES
 EJ1877'FROM THE INTERESECTION OF TRAM ROAD AND SR113.  THE LOGGING ROAD AND
 EJ1877'TRACK ROAD DESCRIBED IN 1957 HAVE BEEN COMPLETELY OVERGROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0818 ***********************************************************************
 EK0818  DESIGNATION -  WYE
 EK0818  PID         -  EK0818
 EK0818  STATE/COUNTY-  AR/SCOTT
 EK0818  USGS QUAD   -  Y CITY (1975)
 EK0818
 EK0818                         *CURRENT SURVEY CONTROL
 EK0818  ___________________________________________________________________
 EK0818* NAD 83(1997)-  34 43 42.67034(N)    094 05 11.92626(W)     ADJUSTED  
 EK0818* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 EK0818  ___________________________________________________________________
 EK0818  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 EK0818  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EK0818
 EK0818  HORZ ORDER  -  SECOND
 EK0818
 EK0818.The horizontal coordinates were established by classical geodetic methods
 EK0818.and adjusted by the National Geodetic Survey in September 1999..
 EK0818
 EK0818.The orthometric height was scaled from a topographic map.
 EK0818
 EK0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0818
 EK0818.The geoid height was determined by GEOID03.
 EK0818
 EK0818;                    North         East     Units Scale Factor Converg.
 EK0818;SPC AR N     -    45,868.483   208,892.301   MT  1.00004657   -1 12 51.2
 EK0818;SPC AR N     -   150,486.85    685,340.82   sFT  1.00004657   -1 12 51.2
 EK0818;SPC AR S     -   630,639.689   208,901.712   MT  0.99999171   -1 10 04.4
 EK0818;SPC AR S     - 2,069,023.71    685,371.70   sFT  0.99999171   -1 10 04.4
 EK0818;UTM  15      - 3,843,475.076   400,513.243   MT  0.99972199   -0 37 08.8
 EK0818
 EK0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0818!SPC AR N     -   0.99996361  x   1.00004657  =   1.00001018
 EK0818!SPC AR S     -   0.99996361  x   0.99999171  =   0.99995532
 EK0818!UTM  15      -   0.99996361  x   0.99972199  =   0.99968561
 EK0818
 EK0818:                Primary Azimuth Mark                     Grid Az
 EK0818:SPC AR N     -  WOLF PINNACLE LOOKOUT TOWER              219 39 41.9
 EK0818:SPC AR S     -  WOLF PINNACLE LOOKOUT TOWER              219 36 55.1
 EK0818:UTM  15      -  WOLF PINNACLE LOOKOUT TOWER              219 03 59.5
 EK0818
 EK0818|---------------------------------------------------------------------|
 EK0818| PID    Reference Object                     Distance      Geod. Az  |
 EK0818|                                                           dddmmss.s |
 EK0818| EK0821 WOLF PINNACLE LOOKOUT TOWER         APPROX. 5.0 KM 2182650.7 |
 EK0818| CX7442 WYE RM 2                             12.970 METERS 25839     |
 EK0818| CX7441 WYE RM 1                             12.563 METERS 35916     |
 EK0818|---------------------------------------------------------------------|
 EK0818
 EK0818                          SUPERSEDED SURVEY CONTROL
 EK0818
 EK0818  NAD 83(1997)-  34 43 42.67597(N)    094 05 11.92519(W) AD(       ) 2
 EK0818  NAD 83(1986)-  34 43 42.67694(N)    094 05 11.92000(W) AD(       ) 2
 EK0818  NAD 27      -  34 43 42.30500(N)    094 05 11.17500(W) AD(       ) 2
 EK0818
 EK0818.Superseded values are not recommended for survey control.
 EK0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0818.See file dsdata.txt to determine how the superseded data were derived.
 EK0818
 EK0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0051343475(NAD 83)
 EK0818_MARKER: DS = TRIANGULATION STATION DISK
 EK0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0818
 EK0818  HISTORY     - Date     Condition        Report By
 EK0818  HISTORY     - 1952     MONUMENTED       CGS
 EK0818  HISTORY     - 1959     GOOD             CGS
 EK0818
 EK0818                          STATION DESCRIPTION
 EK0818
 EK0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0818'STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF MENA AND 4
 EK0818'MILES SOUTH SOUTHWEST OF BOLES ON TOP OF A 10 FOOT BANK ALONG
 EK0818'THE NORTH RIGHT OF WAY OF U.S. HIGHWAY 71 AND 270.  STATION
 EK0818'IS 56 FOOT NORTH OF THE APPROXIMATE CONTERLINE OF HIGHWAY AND 12
 EK0818'FEET NORTH OF EDGE OF BANK.  THE MARK PROJECTS ABOUT 4 INCHES AND
 EK0818'THE DISK IS STAMPED WYE 1952.
 EK0818'
 EK0818'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE APPROXIMATE
 EK0818'CENTERLINE OF HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES
 EK0818'AND THE DISK IS STAMPED WYE NO 1 1952.
 EK0818'
 EK0818'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE APPROXIMATE
 EK0818'CONTORLINE OF HIGHWAY AND 3 FOOT NORTH OF EDGE OF BANK.  THE
 EK0818'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WYE
 EK0818'NO 2 1952.
 EK0818'
 EK0818'TO REACH FROM THE POST OFFICE IN BOLES GO SOUTHERLY ON U.S.
 EK0818'HIGHWAY 71 FOR 4.3 MILES TO JUNCTION OF U.S. HIGHWAY 270.
 EK0818'TAKE RIGHT FORK AND GO SOUTHWESTERLY ON U.S. HIGHWAY 71 AND
 EK0818'270 FOR 0.85 MILE TO TOP OF GRADE AND STATION ON RIGHT OR
 EK0818'NORTH SIDE OF HIGHWAY AS DESCRIBED.
 EK0818'
 EK0818'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0818
 EK0818                          STATION RECOVERY (1959)
 EK0818
 EK0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0818'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0818'CONDITION.
 EK0818'
 EK0818'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM BOLES
 EK0818'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0865 ***********************************************************************
 DK0865  DESIGNATION -  WYE AZ MK
 DK0865  PID         -  DK0865
 DK0865  STATE/COUNTY-  AR/DESHA
 DK0865  USGS QUAD   -  DUMAS (1969)
 DK0865
 DK0865                         *CURRENT SURVEY CONTROL
 DK0865  ___________________________________________________________________
 DK0865* NAD 83(1986)-  33 56 17.     (N)    091 23 26.     (W)     SCALED    
 DK0865* NAVD 88     -        49.772  (meters)     163.29   (feet)  ADJUSTED  
 DK0865  ___________________________________________________________________
 DK0865  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0865  DYNAMIC HT  -          49.723 (meters)     163.13  (feet)  COMP
 DK0865  MODELED GRAV-     979,647.7   (mgal)                       NAVD 88
 DK0865
 DK0865  VERT ORDER  -  FIRST     CLASS II
 DK0865
 DK0865.The horizontal coordinates were scaled from a topographic map and have
 DK0865.an estimated accuracy of +/- 6 seconds.
 DK0865
 DK0865.The orthometric height was determined by differential leveling
 DK0865.and adjusted by the National Geodetic Survey in June 1991..
 DK0865.WARNING-Repeat measurements at this control monument indicate possible
 DK0865.vertical movement.
 DK0865
 DK0865.The geoid height was determined by GEOID03.
 DK0865
 DK0865.The dynamic height is computed by dividing the NAVD 88
 DK0865.geopotential number by the normal gravity value computed on the
 DK0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0865.degrees latitude (g = 980.6199 gals.).
 DK0865
 DK0865.The modeled gravity was interpolated from observed gravity values.
 DK0865
 DK0865;                    North         East    Units  Estimated Accuracy
 DK0865;SPC AR S     -   541,180.      456,340.      MT  (+/- 180 meters Scaled)
 DK0865
 DK0865                          SUPERSEDED SURVEY CONTROL
 DK0865
 DK0865  NGVD 29 (??/??/??)   49.837  (m)          163.51   (f) ADJUSTED    1 2
 DK0865
 DK0865.Superseded values are not recommended for survey control.
 DK0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0865.See file dsdata.txt to determine how the superseded data were derived.
 DK0865
 DK0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT487564(NAD 83)
 DK0865_MARKER: DZ = AZIMUTH MARK DISK
 DK0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0865_STAMPING: WYE 1940
 DK0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0865+STABILITY: SURFACE MOTION
 DK0865
 DK0865  HISTORY     - Date     Condition        Report By
 DK0865  HISTORY     - 1940     MONUMENTED       CGS
 DK0865  HISTORY     - 1955     GOOD             CGS
 DK0865  HISTORY     - 1976     GOOD             NGS
 DK0865  HISTORY     - 20040113 POOR             USACE
 DK0865
 DK0865                          STATION DESCRIPTION
 DK0865
 DK0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0865'7.8 MI NE FROM DUMAS.
 DK0865'7.4 MILES NORTHEAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT
 DK0865'DUMAS, THENCE 0.4 MILE NORTH ALONG STATE HIGHWAY 1, 51 FEET SOUTHEAST
 DK0865'OF THE SOUTHEAST CORNER OF A HOUSE, 24 FEET WEST OF THE CENTER LINE OF
 DK0865'THE HIGHWAY, 37 FEET SOUTH OF A FENCE CORNER, 25 FEET SOUTH OF THE
 DK0865'EXTENDED CENTER LINE OF A ROAD LEADING EAST, 2 FEET NORTH OF A WITNESS
 DK0865'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 DK0865'GROUND, 0.4 MILE NORTH OF WYE R.M. 1.
 DK0865
 DK0865                          STATION RECOVERY (1976)
 DK0865
 DK0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0865'RECOVERED IN GOOD CONDITION.
 DK0865
 DK0865                          STATION RECOVERY (2004)
 DK0865
 DK0865'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0865'HALF OF DISK MISSING. APPARENTLY HIT BY FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0864 ***********************************************************************
 DK0864  DESIGNATION -  WYE RM 1
 DK0864  PID         -  DK0864
 DK0864  STATE/COUNTY-  AR/DESHA
 DK0864  USGS QUAD   -  DUMAS (1969)
 DK0864
 DK0864                         *CURRENT SURVEY CONTROL
 DK0864  ___________________________________________________________________
 DK0864* NAD 83(1986)-  33 55 55.     (N)    091 23 29.     (W)     SCALED    
 DK0864* NAVD 88     -        48.627  (meters)     159.54   (feet)  ADJUSTED  
 DK0864  ___________________________________________________________________
 DK0864  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0864  DYNAMIC HT  -          48.579 (meters)     159.38  (feet)  COMP
 DK0864  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 DK0864
 DK0864  VERT ORDER  -  FIRST     CLASS II
 DK0864
 DK0864.The horizontal coordinates were scaled from a topographic map and have
 DK0864.an estimated accuracy of +/- 6 seconds.
 DK0864
 DK0864.The orthometric height was determined by differential leveling
 DK0864.and adjusted by the National Geodetic Survey in June 1991..
 DK0864.WARNING-Repeat measurements at this control monument indicate possible
 DK0864.vertical movement.
 DK0864
 DK0864.The geoid height was determined by GEOID03.
 DK0864
 DK0864.The dynamic height is computed by dividing the NAVD 88
 DK0864.geopotential number by the normal gravity value computed on the
 DK0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0864.degrees latitude (g = 980.6199 gals.).
 DK0864
 DK0864.The modeled gravity was interpolated from observed gravity values.
 DK0864
 DK0864;                    North         East    Units  Estimated Accuracy
 DK0864;SPC AR S     -   540,500.      456,270.      MT  (+/- 180 meters Scaled)
 DK0864
 DK0864                          SUPERSEDED SURVEY CONTROL
 DK0864
 DK0864  NGVD 29 (??/??/??)   48.694  (m)          159.76   (f) ADJUSTED    1 2
 DK0864
 DK0864.Superseded values are not recommended for survey control.
 DK0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0864.See file dsdata.txt to determine how the superseded data were derived.
 DK0864
 DK0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT486557(NAD 83)
 DK0864_MARKER: DR = REFERENCE MARK DISK
 DK0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0864_STAMPING: WYE NO 1 1940
 DK0864_MARK LOGO: CGS   
 DK0864_PROJECTION: PROJECTING 15 CENTIMETERS
 DK0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0864+STABILITY: SURFACE MOTION
 DK0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0864+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 DK0864
 DK0864  HISTORY     - Date     Condition        Report By
 DK0864  HISTORY     - 1940     MONUMENTED       CGS
 DK0864  HISTORY     - 1955     GOOD             CGS
 DK0864  HISTORY     - 1968     GOOD             CGS
 DK0864  HISTORY     - 1984     GOOD             NGS
 DK0864  HISTORY     - 1988     GOOD             USPSQD
 DK0864  HISTORY     - 1989     GOOD             USPSQD
 DK0864  HISTORY     - 1990     GOOD             USPSQD
 DK0864  HISTORY     - 20040113 GOOD             USACE
 DK0864
 DK0864                          STATION DESCRIPTION
 DK0864
 DK0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0864'7.4 MI NE FROM DUMAS.
 DK0864'7.4 MILES NORTHEAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT
 DK0864'DUMAS, 260 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF STATE
 DK0864'HIGHWAYS 1 AND 54, 68 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 DK0864'1, 154 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 4 FEET SOUTHWEST
 DK0864'OF THE NORTHWEST CORNER OF A LARGE CONCRETE PLATFORM, 1.5 FEET WEST OF
 DK0864'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 DK0864'FOOT ABOVE THE GROUND.  TRIANGULATION STATION WYE 1940 AND WYE R.M. 2
 DK0864'WERE SEARCHED FOR BUT NOT RECOVERED.  THEY HAVE PROBABLY BEEN
 DK0864'DESTROYED.
 DK0864
 DK0864                          STATION RECOVERY (1968)
 DK0864
 DK0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 DK0864'RECOVERED IN GOOD CONDITION.
 DK0864
 DK0864                          STATION RECOVERY (1984)
 DK0864
 DK0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0864'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM
 DK0864'(0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN DUMAS,
 DK0864'THENCE 11.6 KM (7.2 MI) NORTHEAST ALONG U.S. HIGHWAY 165, SET ABOUT
 DK0864'79.2 METERS (260.0 FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 DK0864'U.S. HIGHWAY 165 AND STATE HIGHWAY 1, 46.93 METERS (154.0 FT) NORTH OF
 DK0864'THE NORTHEAST CORNER OF A HOUSE, AND 20.72 METERS (68.0 FT) SOUTH OF
 DK0864'THE CENTER OF STATE HIGHWAY 1.
 DK0864'THE MARK IS 0.9 M BELOW HIGHWAY.
 DK0864
 DK0864                          STATION RECOVERY (1988)
 DK0864
 DK0864'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK0864'RECOVERED IN GOOD CONDITION.
 DK0864
 DK0864                          STATION RECOVERY (1989)
 DK0864
 DK0864'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK0864'RECOVERED IN GOOD CONDITION.
 DK0864
 DK0864                          STATION RECOVERY (1990)
 DK0864
 DK0864'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK0864'RECOVERED IN GOOD CONDITION.
 DK0864
 DK0864                          STATION RECOVERY (2004)
 DK0864
 DK0864'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1413 ***********************************************************************
 DL1413  DESIGNATION -  WYLOE
 DL1413  PID         -  DL1413
 DL1413  STATE/COUNTY-  AR/OUACHITA
 DL1413  USGS QUAD   -  BRAGG CITY (1985)
 DL1413
 DL1413                         *CURRENT SURVEY CONTROL
 DL1413  ___________________________________________________________________
 DL1413* NAD 83(1997)-  33 44 37.85639(N)    092 57 33.58319(W)     ADJUSTED  
 DL1413* NAVD 88     -        95.9    (meters)     315.     (feet)  VERTCON   
 DL1413  ___________________________________________________________________
 DL1413  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DL1413  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL1413
 DL1413  HORZ ORDER  -  FIRST
 DL1413
 DL1413.The horizontal coordinates were established by classical geodetic methods
 DL1413.and adjusted by the National Geodetic Survey in September 1999..
 DL1413
 DL1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1413
 DL1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1413
 DL1413.The geoid height was determined by GEOID03.
 DL1413
 DL1413;                    North         East     Units Scale Factor Converg.
 DL1413;SPC AR S     -   519,889.162   311,114.902   MT  0.99993125   -0 32 12.9
 DL1413;SPC AR S     - 1,705,669.69  1,020,716.14   sFT  0.99993125   -0 32 12.9
 DL1413;UTM  15      - 3,733,755.797   503,767.146   MT  0.99960017   +0 01 21.3
 DL1413
 DL1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1413!SPC AR S     -   0.99998910  x   0.99993125  =   0.99992035
 DL1413!UTM  15      -   0.99998910  x   0.99960017  =   0.99958927
 DL1413
 DL1413:                Primary Azimuth Mark                     Grid Az
 DL1413:SPC AR S     -  LOOKOUT TOWER 35 AFC                     040 26 28.2
 DL1413:UTM  15      -  LOOKOUT TOWER 35 AFC                     039 52 54.0
 DL1413
 DL1413|---------------------------------------------------------------------|
 DL1413| PID    Reference Object                     Distance      Geod. Az  |
 DL1413|                                                           dddmmss.s |
 DL1413| DL1419 LOOKOUT TOWER 35 AFC                APPROX.27.0 KM 0395415.3 |
 DL1413| DL1388 BEARDEN MUNICIPAL TANK              APPROX.31.8 KM 0933357.3 |
 DL1413| CY7213 WYLOE RM 1                           28.733 METERS 18823     |
 DL1413| CY7212 WYLOE AZ MK                                        1950822.2 |
 DL1413| DL1433 POISON SPRINGS LOT                  APPROX.12.1 KM 2103533.2 |
 DL1413| CY7214 WYLOE RM 2                           32.626 METERS 27613     |
 DL1413| DL1426 BULL MOUNTAIN FIRE LOT              APPROX.17.3 KM 3262129.5 |
 DL1413|---------------------------------------------------------------------|
 DL1413
 DL1413                          SUPERSEDED SURVEY CONTROL
 DL1413
 DL1413  NAD 83(1997)-  33 44 37.86534(N)    092 57 33.57545(W) AD(       ) 1
 DL1413  NAD 83(1986)-  33 44 37.86712(N)    092 57 33.57477(W) AD(       ) 1
 DL1413  NAD 27      -  33 44 37.48200(N)    092 57 32.98000(W) AD(       ) 1
 DL1413  NGVD 29 (07/19/86)   95.9    (m)          315.     (f) VERT ANG       
 DL1413
 DL1413.Superseded values are not recommended for survey control.
 DL1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1413.See file dsdata.txt to determine how the superseded data were derived.
 DL1413
 DL1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0376733756(NAD 83)
 DL1413_MARKER: DS = TRIANGULATION STATION DISK
 DL1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1413
 DL1413  HISTORY     - Date     Condition        Report By
 DL1413  HISTORY     - 1941     MONUMENTED       CGS
 DL1413  HISTORY     - 1957     GOOD             CGS
 DL1413  HISTORY     - 1964     GOOD             CGS
 DL1413
 DL1413                          STATION DESCRIPTION
 DL1413
 DL1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1413'STATION IS 13-1/4 MILES NNW OF CAMDEN, 12-1/2 MILES SSW OF
 DL1413'SPARKMAN, 5 MILES NE OF CHIDESTER, 3 MILES W OF THE OUACHITA
 DL1413'RIVER AND 1/2 MILE N OF THE CHIDESTER-LUNET ROAD NEAR THE
 DL1413'HIGHEST POINT OF A SANDY TIMBERED KNOLL ABOUT THE CENTER OF
 DL1413'SECTION 28, T 11 S, R 18 W.
 DL1413'
 DL1413'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DL1413'BRONZE DISKS SET IN CONCRETE.
 DL1413'
 DL1413'STATION MARK IS 139 FEET E OF THE DIM WOODS ROAD, 42 FEET SW
 DL1413'OF HIGH POINT OF HILL, 4 FEET S BY E OF WHITE REFERENCE POST,
 DL1413'IS STAMPED WYLOE 1941 AND PROJECTS 4 INCHES.
 DL1413'
 DL1413'REFERENCE MARK NO. 1 IS ABOUT 5 FEET LOWER THAN THE STATION,
 DL1413'155 FEET E OF THE CENTER LINE OF THE ROAD, IS STAMPED WYLOE
 DL1413'NO. 1, 1941 AND PROJECTS 3 INCHES.
 DL1413'
 DL1413'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION, 21
 DL1413'FEET E OF THE CENTER LINE OF THE ROAD, IS STAMPED WYLOE NO.
 DL1413'2, 1941 AND PROJECTS 6 INCHES.
 DL1413'
 DL1413'AZIMUTH MARK IS ABOUT 0.4 MILE S OF THE STATION, 0.1 MILE N
 DL1413'OF THE CHIDESTER-LUNET ROAD, 22 FEET E OF THE CENTER LINE OF
 DL1413'THE WOODS ROAD, 3-1/2 FEET E OF WHITE REFERENCE POST, IS STAMPED
 DL1413'WYLOE 1941 AND PROJECTS 4 INCHES.  UNLESS SOME TIMBER IS CLEARED,
 DL1413'A 25-FOOT TOWER IS NECESSARY AT THE STATION TO SEE THE AZIMUTH
 DL1413'MARK.
 DL1413'
 DL1413'TO REACH THE STATION FROM THE POST OFFICE IN CHIDESTER, GO S
 DL1413'ON MAIN STREET FOR 0.05 MILE AND TURN LEFT ON THE MAIN ROAD
 DL1413'LEADING E, GO 4.25 MILES, OR 0.95 MILE AFTER PASSING A LARGE
 DL1413'TIN ROOFED BARN ON THE LEFT, TURN LEFT ON A DIM WOODS ROAD AT
 DL1413'A TRIANGULAR-BLAZED SWEET-GUM TREE, GO 0.1 MILE TO THE AZIMUTH
 DL1413'MARK ON THE RIGHT SIDE OF THE ROAD, CONTINUE N FOR 0.4 MILE
 DL1413'ON DIM ROAD TO TOP OF WOODED KNOLL AND STATION.
 DL1413'
 DL1413'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DL1413
 DL1413                          STATION RECOVERY (1957)
 DL1413
 DL1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1413'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DL1413'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN VERY GOOD
 DL1413'CONDITION.  THE HORIZONTAL ANGLE WAS NOT MEASURED TO THE
 DL1413'AZIMUTH MARK BECAUSE OF THE EXTENSIVE DAMAGE THAT WOULD BE
 DL1413'DONE TO THE TIMBER IN CLEARING.  A NEW DESCRIPTION FOLLOWS.
 DL1413'
 DL1413'THE STATION IS ABOUT 13 MILES NORTH-NORTHWEST OF CAMDEN, ABOUT
 DL1413'12 MILES SOUTH-SOUTHWEST OF SPARKMAN, ABOUT 5 MILES NORTHEAST
 DL1413'OF CHIDESTER AND 1/2 MILE NORTH OF THE CHIDESTER-LUNET ROAD
 DL1413'NEAR THE HIGHEST POINT OF A SANDY TIMBER COVERED HILL.  THE
 DL1413'STATION MARK IS 139 FEET EAST OF THE CENTER OF A WOODS ROAD, 50
 DL1413'FEET SOUTHWEST OF THE HIGH PART OF THE HILL AND 4 FEET SOUTH OF
 DL1413'THE WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED WYLOE
 DL1413'1941.
 DL1413'
 DL1413'REFERENCE MARK NO. 1 IS 155 FEET EAST OF THE CENTER OF THE
 DL1413'WOODS ROAD AND 3 FEET BELOW STATION ELEVATION.  IT PROJECTS 2
 DL1413'INCHES AND IS STAMPED WYLOE NO 1 1941.
 DL1413'
 DL1413'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE CENTER OF THE
 DL1413'WOODS ROAD AND 2 FEET BELOW STATION ELEVATION.  IT PROJECTS
 DL1413'6 INCHES AND IS STAMPED WYLOE NO 2 1941.
 DL1413'
 DL1413'THE AZIMUTH MARK IS 22 FEET EAST OF THE CENTER OF THE WOODS ROAD
 DL1413'AND 3-1/2 FEET EAST OF A WITNESS POST.  IT PROJECTS 4 INCHES
 DL1413'AND IS STAMPED WYLOE 1941.
 DL1413'
 DL1413'TO REACH THE STATION FROM THE POST OFFICE IN CHIDESTER GO
 DL1413'SOUTH FOR 0.05 MILE TO A CROSSROAD, TURN LEFT AND GO EAST FOR 3.5
 DL1413'MILES TO A FARM HOME AND LARGE TIN BARN ON THE LEFT.  CONTINUE
 DL1413'EASTERLY ON THE MAIN TRAVELED ROAD FOR 1.0 MILE TO A WOODS ROAD
 DL1413'ON THE LEFT AND A TRIANGLE BLAZE ON A SWEET-GUM TREE ON THE
 DL1413'LEFT.  TURN LEFT AND FOLLOW WOODS ROAD NORTH FOR 0.05 MILE TO
 DL1413'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON WOODS ROAD
 DL1413'FOR 0.1 MILE TO A FORK AND THE END OF TRUCK TRAVEL.  TAKE LEFT
 DL1413'FORK AND PACK NORTHERLY FOR ABOUT 10 MINUTES TO THE STATION
 DL1413'AND REFERENCE MARKS AS DESCRIBED.
 DL1413
 DL1413                          STATION RECOVERY (1964)
 DL1413
 DL1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 DL1413'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1413'CONDITION.  TO REACH THE STATION FROM CHIDESTER, FROM THE
 DL1413'RAILROAD CROSSING JUST SOUTHWEST OF THE POST OFFICE, GO
 DL1413'EASTERLY ON MAIN SURFACED AND GRAVEL ROAD FOR 3.5 MILES TO A
 DL1413'LARGE METAL BARN ON THE LEFT, CONTINUE ON MAIN ROAD FOR 1.0
 DL1413'MILE TO A WOODS ROAD ON THE LEFT, TURN LEFT FOR ABOUT 0.07 MILE
 DL1413'TO A METAL WITNESS POST TO RIGHT OF ROAD AND AZIMUTH MARK
 DL1413'ABOUT 15 FEET EAST OF WITNESS POST, CONTINUE ON MAIN WOODS
 DL1413'ROAD FOR 0.4 MILE TO TOP OF RIDGE AND STATION ABOUT 140 FEET
 DL1413'EAST OF THE ROAD.
 DL1413'
 DL1413'THE STATION MARK RECOVERED AS DESCRIBED AND IS 1.5 FEET SOUTH
 DL1413'OF A METAL WITNESS POST.
 DL1413'
 DL1413'A U.S.G.S. MARK WAS RECOVERED ABOUT 50 YARDS NORTH OF THE
 DL1413'AZIMUTH MARK AND IS ABOUT 30 FEET EAST OF CENTERLINE OF WOODS
 DL1413'ROAD.  IT IS A STANDARD U.S.G.S. BENCH MARK CAP ON TOP OF A 3-1/2
 DL1413'INCH IRON PIPE PROJECTING 8 INCHES AND THE CAP IS STAMPED
 DL1413'223 HS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0248 ***********************************************************************
 GE0248  DESIGNATION -  WYNN
 GE0248  PID         -  GE0248
 GE0248  STATE/COUNTY-  AR/CLAY
 GE0248  USGS QUAD   -  CORNING (1964)
 GE0248
 GE0248                         *CURRENT SURVEY CONTROL
 GE0248  ___________________________________________________________________
 GE0248* NAD 83(1997)-  36 24 39.81670(N)    090 35 38.06992(W)     ADJUSTED  
 GE0248* NAVD 88     -        87.113  (meters)     285.80   (feet)  ADJUSTED  
 GE0248  ___________________________________________________________________
 GE0248  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GE0248  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GE0248  DYNAMIC HT  -          87.043 (meters)     285.57  (feet)  COMP
 GE0248  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 GE0248
 GE0248  HORZ ORDER  -  THIRD
 GE0248  VERT ORDER  -  FIRST     CLASS II
 GE0248
 GE0248.The horizontal coordinates were established by classical geodetic methods
 GE0248.and adjusted by the National Geodetic Survey in September 1999..
 GE0248
 GE0248.The orthometric height was determined by differential leveling
 GE0248.and adjusted by the National Geodetic Survey in June 1991..
 GE0248
 GE0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0248
 GE0248.The geoid height was determined by GEOID03.
 GE0248
 GE0248.The dynamic height is computed by dividing the NAVD 88
 GE0248.geopotential number by the normal gravity value computed on the
 GE0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0248.degrees latitude (g = 980.6199 gals.).
 GE0248
 GE0248.The modeled gravity was interpolated from observed gravity values.
 GE0248
 GE0248;                    North         East     Units Scale Factor Converg.
 GE0248;SPC AR N     -   231,418.354   526,117.974   MT  1.00003997   +0 49 05.5
 GE0248;SPC AR N     -   759,245.05  1,726,105.39   sFT  1.00003997   +0 49 05.5
 GE0248;SPC MO E     -    64,105.130   241,577.600   MT  0.99993421   -0 03 20.7
 GE0248;UTM  15      - 4,032,232.403   715,743.244   MT  1.00017350   +1 25 43.5
 GE0248
 GE0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0248!SPC AR N     -   0.99999084  x   1.00003997  =   1.00003081
 GE0248!SPC MO E     -   0.99999084  x   0.99993421  =   0.99992505
 GE0248!UTM  15      -   0.99999084  x   1.00017350  =   1.00016433
 GE0248
 GE0248|---------------------------------------------------------------------|
 GE0248| PID    Reference Object                     Distance      Geod. Az  |
 GE0248|                                                           dddmmss.s |
 GE0248| GE0249 WYNN RM 1                            21.729 METERS 02102     |
 GE0248| GE0247 WYNN AZ MK                                         0631522.6 |
 GE0248| GE1017 CORNING GRAIN DRIER                 APPROX. 2.0 KM 0685351.2 |
 GE0248| GE1019 CORNING MUNICIPAL TANK              APPROX. 1.4 KM 0882003.4 |
 GE0248| GE0250 WYNN RM 2                            24.336 METERS 20152     |
 GE0248|---------------------------------------------------------------------|
 GE0248
 GE0248                          SUPERSEDED SURVEY CONTROL
 GE0248
 GE0248  NAD 83(1986)-  36 24 39.82332(N)    090 35 38.06957(W) AD(       ) 3
 GE0248  NAD 27      -  36 24 39.60200(N)    090 35 37.66770(W) AD(       ) 3
 GE0248  NGVD 29 (??/??/92)   87.104  (m)          285.77   (f) ADJ UNCH    1 2
 GE0248
 GE0248.Superseded values are not recommended for survey control.
 GE0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0248.See file dsdata.txt to determine how the superseded data were derived.
 GE0248
 GE0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1574332232(NAD 83)
 GE0248_MARKER: DS = TRIANGULATION STATION DISK
 GE0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0248_STAMPING: WYNN 1955
 GE0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0248+STABILITY: SURFACE MOTION
 GE0248
 GE0248  HISTORY     - Date     Condition        Report By
 GE0248  HISTORY     - 1955     MONUMENTED       CGS
 GE0248  HISTORY     - 1956     GOOD             NGS
 GE0248
 GE0248                          STATION DESCRIPTION
 GE0248
 GE0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0248'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF WYNN PARK
 GE0248'WHICH IS IN THE NORTHWEST EDGE OF CORNING, ABOUT 0.4 MILE
 GE0248'WEST OF THE JUNCTION OF U.S. HIGHWAYS 62 AND 67, 64 FEET
 GE0248'SOUTH OF THE EAST GATE POST, 57 FEET WEST OF A FENCE, 28
 GE0248'FEET SOUTH OF A 28-INCH OAK TREE AND 24 FEET EAST OF THE
 GE0248'CENTER OF A DRIVEWAY.
 GE0248'
 GE0248'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 GE0248'THE DISK IS STAMPED WYNN 1955.
 GE0248'
 GE0248'REFERENCE MARK 1 IS 36 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 GE0248'27 FEET EAST OF THE EAST GATE POST, 2 FEET NORTH OF A FENCE
 GE0248'AND 2 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.  THE
 GE0248'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 GE0248'IS STAMPED WYNN NO 1 1955.
 GE0248'
 GE0248'REFERENCE MARK 2 IS 15 FEET WEST OF THE CENTER OF THE DRIVEWAY
 GE0248'AND 13 FEET NORTHWEST OF AN 18-INCH OAK TREE.  THE MARK IS
 GE0248'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GE0248'WYNN NO 2 1955.
 GE0248'
 GE0248'THE AZIMUTH MARK IS LOCATED AT THE EAST EDGE OF THE FOOTBALL
 GE0248'FIELD, ABOUT 40 YARDS WEST OF U.S. HIGHWAY 67, 2 FEET WEST
 GE0248'OF A FENCE AND 2 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS
 GE0248'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0248'WYNN 1955.
 GE0248'
 GE0248'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 GE0248'HIGHWAY FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAYS 62
 GE0248'AND 67, THENCE LEFT ON HIGHWAY 67 FOR 0.2 MILE TO THE MARK
 GE0248'ON THE LEFT AS DESCRIBED.
 GE0248'
 GE0248'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0248
 GE0248                          STATION RECOVERY (1956)
 GE0248
 GE0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GE0248'AT CORNING.
 GE0248'AT CORNING, ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 62 FROM THE
 GE0248'JUNCTION OF U.S. HIGHWAYS 62 AND 67 IN THE NORTHWEST PART OF
 GE0248'TOWN, AT ENTRANCE TO WYNN PARK, 107 FEET SOUTH OF CENTER LINE OF
 GE0248'HIGHWAY 62, 84 1/2 FEET SOUTHWEST OF A FIRE HYDRANT, 64 FEET
 GE0248'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF THE EAST BRICK POST AT
 GE0248'ENTRANCE TO PARK, 104 FEET NORTHWEST OF NORTHWEST CORNER OF WEST
 GE0248'WING OF PARKVIEW MOTEL, 32 FEET SOUTH-SOUTHEAST OF A 24-INCH LIVE
 GE0248'OAK TREE, 71.3 FEET SOUTH-SOUTHWEST OF RM NO. 1, 79.84 FEET
 GE0248'NORTH-NORTHEAST OF RM NO. 2, ABOUT LEVEL WITH HIGHWAY AND SET IN
 GE0248'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0247 ***********************************************************************
 GE0247  DESIGNATION -  WYNN AZ MK
 GE0247  PID         -  GE0247
 GE0247  STATE/COUNTY-  AR/CLAY
 GE0247  USGS QUAD   -  CORNING (1964)
 GE0247
 GE0247                         *CURRENT SURVEY CONTROL
 GE0247  ___________________________________________________________________
 GE0247* NAD 83(1986)-  36 24 48.     (N)    090 35 14.     (W)     SCALED    
 GE0247* NAVD 88     -        88.005  (meters)     288.73   (feet)  ADJUSTED  
 GE0247  ___________________________________________________________________
 GE0247  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GE0247  DYNAMIC HT  -          87.934 (meters)     288.50  (feet)  COMP
 GE0247  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GE0247
 GE0247  VERT ORDER  -  FIRST     CLASS II
 GE0247
 GE0247.The horizontal coordinates were scaled from a topographic map and have
 GE0247.an estimated accuracy of +/- 6 seconds.
 GE0247
 GE0247.The orthometric height was determined by differential leveling
 GE0247.and adjusted by the National Geodetic Survey in June 1991..
 GE0247
 GE0247.The geoid height was determined by GEOID03.
 GE0247
 GE0247.The dynamic height is computed by dividing the NAVD 88
 GE0247.geopotential number by the normal gravity value computed on the
 GE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0247.degrees latitude (g = 980.6199 gals.).
 GE0247
 GE0247.The modeled gravity was interpolated from observed gravity values.
 GE0247
 GE0247;                    North         East    Units  Estimated Accuracy
 GE0247;SPC AR N     -   231,680.      526,710.      MT  (+/- 180 meters Scaled)
 GE0247
 GE0247                          SUPERSEDED SURVEY CONTROL
 GE0247
 GE0247  NGVD 29 (??/??/92)   87.995  (m)          288.70   (f) ADJ UNCH    1 2
 GE0247
 GE0247.Superseded values are not recommended for survey control.
 GE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0247.See file dsdata.txt to determine how the superseded data were derived.
 GE0247
 GE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163325(NAD 83)
 GE0247_MARKER: DZ = AZIMUTH MARK DISK
 GE0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0247_STAMPING: WYNN 1955
 GE0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0247+STABILITY: SURFACE MOTION
 GE0247
 GE0247  HISTORY     - Date     Condition        Report By
 GE0247  HISTORY     - 1955     MONUMENTED       CGS
 GE0247  HISTORY     - 1956     GOOD             NGS
 GE0247
 GE0247                          STATION DESCRIPTION
 GE0247
 GE0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0247'AT CORNING.
 GE0247'AT CORNING, ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 67 FROM
 GE0247'THE JUNCTION OF U.S. HIGHWAYS 62 AND 67 IN THE NORTHWEST PART OF
 GE0247'TOWN, 128 FEET WEST OF CENTER LINE OF HIGHWAY 67, 171 FEET NORTH
 GE0247'OF SOUTHEAST CORNER OF FOOTBALL FIELD, 82 FEET SOUTH OF CENTER
 GE0247'OF SOUTH GATE ENTRANCE TO EAST SIDE OF FOOTBALL FIELD, 2 FEET
 GE0247'WEST OF FENCE ALONG THE EAST SIDE OF FIELD, 2 FEET SOUTHWEST OF
 GE0247'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN
 GE0247'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0249 ***********************************************************************
 GE0249  DESIGNATION -  WYNN RM 1
 GE0249  PID         -  GE0249
 GE0249  STATE/COUNTY-  AR/CLAY
 GE0249  USGS QUAD   -  CORNING (1964)
 GE0249
 GE0249                         *CURRENT SURVEY CONTROL
 GE0249  ___________________________________________________________________
 GE0249* NAD 83(1986)-  36 24 39.     (N)    090 35 37.     (W)     SCALED    
 GE0249* NAVD 88     -        87.314  (meters)     286.46   (feet)  ADJUSTED  
 GE0249  ___________________________________________________________________
 GE0249  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GE0249  DYNAMIC HT  -          87.243 (meters)     286.23  (feet)  COMP
 GE0249  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 GE0249
 GE0249  VERT ORDER  -  FIRST     CLASS II
 GE0249
 GE0249.The horizontal coordinates were scaled from a topographic map and have
 GE0249.an estimated accuracy of +/- 6 seconds.
 GE0249
 GE0249.The orthometric height was determined by differential leveling
 GE0249.and adjusted by the National Geodetic Survey in June 1991..
 GE0249
 GE0249.The geoid height was determined by GEOID03.
 GE0249
 GE0249.The dynamic height is computed by dividing the NAVD 88
 GE0249.geopotential number by the normal gravity value computed on the
 GE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0249.degrees latitude (g = 980.6199 gals.).
 GE0249
 GE0249.The modeled gravity was interpolated from observed gravity values.
 GE0249
 GE0249;                    North         East    Units  Estimated Accuracy
 GE0249;SPC AR N     -   231,390.      526,150.      MT  (+/- 180 meters Scaled)
 GE0249
 GE0249                          SUPERSEDED SURVEY CONTROL
 GE0249
 GE0249  NGVD 29 (??/??/92)   87.304  (m)          286.43   (f) ADJ UNCH    1 2
 GE0249
 GE0249.Superseded values are not recommended for survey control.
 GE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0249.See file dsdata.txt to determine how the superseded data were derived.
 GE0249
 GE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA157322(NAD 83)
 GE0249_MARKER: DR = REFERENCE MARK DISK
 GE0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0249_STAMPING: WYNN NO 1 1955
 GE0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0249+STABILITY: SURFACE MOTION
 GE0249
 GE0249  HISTORY     - Date     Condition        Report By
 GE0249  HISTORY     - 1955     MONUMENTED       CGS
 GE0249  HISTORY     - 1956     GOOD             NGS
 GE0249
 GE0249                          STATION DESCRIPTION
 GE0249
 GE0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0249'AT CORNING.
 GE0249'AT CORNING, ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 62 FROM THE
 GE0249'JUNCTION OF U.S. HIGHWAYS 62 AND 67 IN NORTHWEST PART OF TOWN, AT
 GE0249'ENTRANCE TO WYNNE PARK, 40 1/2 FEET SOUTH OF CENTER LINE OF
 GE0249'HIGHWAY, 34 FEET EAST OF NORTHEAST CORNER OF EAST BRICK GATE POST
 GE0249'AT ENTRANCE TO PARK, 29 FEET WEST OF A FIRE HYDRANT, 71.3 FEET
 GE0249'NORTH-NORTHEAST OF STATION MARK, 2 FEET NORTH OF A FENCE LINE, 2
 GE0249'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE
 GE0249'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0249'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0250 ***********************************************************************
 GE0250  DESIGNATION -  WYNN RM 2
 GE0250  PID         -  GE0250
 GE0250  STATE/COUNTY-  AR/CLAY
 GE0250  USGS QUAD   -  CORNING (1964)
 GE0250
 GE0250                         *CURRENT SURVEY CONTROL
 GE0250  ___________________________________________________________________
 GE0250* NAD 83(1986)-  36 24 39.     (N)    090 35 37.     (W)     SCALED    
 GE0250* NAVD 88     -        87.181  (meters)     286.03   (feet)  ADJUSTED  
 GE0250  ___________________________________________________________________
 GE0250  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GE0250  DYNAMIC HT  -          87.111 (meters)     285.80  (feet)  COMP
 GE0250  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 GE0250
 GE0250  VERT ORDER  -  FIRST     CLASS II
 GE0250
 GE0250.The horizontal coordinates were scaled from a topographic map and have
 GE0250.an estimated accuracy of +/- 6 seconds.
 GE0250
 GE0250.The orthometric height was determined by differential leveling
 GE0250.and adjusted by the National Geodetic Survey in June 1991..
 GE0250
 GE0250.The geoid height was determined by GEOID03.
 GE0250
 GE0250.The dynamic height is computed by dividing the NAVD 88
 GE0250.geopotential number by the normal gravity value computed on the
 GE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0250.degrees latitude (g = 980.6199 gals.).
 GE0250
 GE0250.The modeled gravity was interpolated from observed gravity values.
 GE0250
 GE0250;                    North         East    Units  Estimated Accuracy
 GE0250;SPC AR N     -   231,390.      526,150.      MT  (+/- 180 meters Scaled)
 GE0250
 GE0250                          SUPERSEDED SURVEY CONTROL
 GE0250
 GE0250  NGVD 29 (??/??/92)   87.172  (m)          286.00   (f) ADJ UNCH    1 2
 GE0250
 GE0250.Superseded values are not recommended for survey control.
 GE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0250.See file dsdata.txt to determine how the superseded data were derived.
 GE0250
 GE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA157322(NAD 83)
 GE0250_MARKER: DR = REFERENCE MARK DISK
 GE0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0250_STAMPING: WYNN NO 2 1955
 GE0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0250+STABILITY: SURFACE MOTION
 GE0250
 GE0250  HISTORY     - Date     Condition        Report By
 GE0250  HISTORY     - 1955     MONUMENTED       CGS
 GE0250  HISTORY     - 1956     GOOD             NGS
 GE0250
 GE0250                          STATION DESCRIPTION
 GE0250
 GE0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0250'AT CORNING.
 GE0250'AT CORNING, ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 62 FROM THE
 GE0250'JUNCTION OF U.S. HIGHWAYS 62 AND 67 IN THE NORTHWEST PART OF
 GE0250'TOWN, AT THE ENTRANCE TO WYNN PARK, 15 FEET WEST-SOUTHWEST OF
 GE0250'CENTER LINE OF DRIVE TO PARK, 79.84 FEET SOUTH-SOUTHWEST OF
 GE0250'STATION MARK, 151.11 FEET SOUTH-SOUTHEAST OF RM NO. 1, 15 FEET
 GE0250'NORTH-NORTHWEST OF AN 18-INCH PERSIMMON TREE, ABOUT LEVEL WITH
 GE0250'DRIVE AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 GE0250'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0534 ***********************************************************************
 FF0534  DESIGNATION -  WYNNE
 FF0534  PID         -  FF0534
 FF0534  STATE/COUNTY-  AR/CROSS
 FF0534  USGS QUAD   -  WYNNE (1992)
 FF0534
 FF0534                         *CURRENT SURVEY CONTROL
 FF0534  ___________________________________________________________________
 FF0534* NAD 83(1997)-  35 13 24.09227(N)    090 47 13.04325(W)     ADJUSTED  
 FF0534* NAVD 88     -        80.204  (meters)     263.14   (feet)  ADJUSTED  
 FF0534  ___________________________________________________________________
 FF0534  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FF0534  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0534  DYNAMIC HT  -          80.132 (meters)     262.90  (feet)  COMP
 FF0534  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0534
 FF0534  HORZ ORDER  -  FIRST
 FF0534  VERT ORDER  -  FIRST     CLASS II
 FF0534
 FF0534.The horizontal coordinates were established by classical geodetic methods
 FF0534.and adjusted by the National Geodetic Survey in September 1999..
 FF0534
 FF0534.The orthometric height was determined by differential leveling
 FF0534.and adjusted by the National Geodetic Survey in June 1991..
 FF0534
 FF0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0534
 FF0534.The geoid height was determined by GEOID03.
 FF0534
 FF0534.The dynamic height is computed by dividing the NAVD 88
 FF0534.geopotential number by the normal gravity value computed on the
 FF0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0534.degrees latitude (g = 980.6199 gals.).
 FF0534
 FF0534.The modeled gravity was interpolated from observed gravity values.
 FF0534
 FF0534;                    North         East     Units Scale Factor Converg.
 FF0534;SPC AR N     -    99,420.923   510,427.080   MT  0.99995565   +0 42 21.1
 FF0534;SPC AR N     -   326,183.48  1,674,626.18   sFT  0.99995565   +0 42 21.1
 FF0534;UTM  15      - 3,900,057.300   701,410.496   MT  1.00009996   +1 16 36.6
 FF0534
 FF0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0534!SPC AR N     -   0.99999169  x   0.99995565  =   0.99994734
 FF0534!UTM  15      -   0.99999169  x   1.00009996  =   1.00009165
 FF0534
 FF0534:                Primary Azimuth Mark                     Grid Az
 FF0534:SPC AR N     -  WYNNE AZ MK                              011 18 57.6
 FF0534:UTM  15      -  WYNNE AZ MK                              010 44 42.1
 FF0534
 FF0534|---------------------------------------------------------------------|
 FF0534| PID    Reference Object                     Distance      Geod. Az  |
 FF0534|                                                           dddmmss.s |
 FF0534| FF0533 WYNNE AZ MK                                        0120118.7 |
 FF0534| FF0535 WYNNE RM 1                           35.234 METERS 05758     |
 FF0534| FF0537 WYNNE RM 2                           36.060 METERS 13426     |
 FF0534| FF0538 V 15                                 19.301 METERS 15411     |
 FF0534| FF2082 WYNNE CROSS CO POL RAD MAST          31.235 METERS 16651     |
 FF0534|---------------------------------------------------------------------|
 FF0534
 FF0534                          SUPERSEDED SURVEY CONTROL
 FF0534
 FF0534  NAD 83(1997)-  35 13 24.09758(N)    090 47 13.04013(W) AD(       ) 1
 FF0534  NAD 83(1986)-  35 13 24.10246(N)    090 47 13.04301(W) AD(       ) 1
 FF0534  NAD 27      -  35 13 23.78420(N)    090 47 12.63520(W) AD(       ) 1
 FF0534  NGVD 29 (??/??/??)   80.172  (m)          263.03   (f) ADJUSTED    1 2
 FF0534
 FF0534.Superseded values are not recommended for survey control.
 FF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0534.See file dsdata.txt to determine how the superseded data were derived.
 FF0534
 FF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0141000057(NAD 83)
 FF0534_MARKER: DS = TRIANGULATION STATION DISK
 FF0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0534_STAMPING: WYNNE 1954
 FF0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0534+STABILITY: SURFACE MOTION
 FF0534
 FF0534  HISTORY     - Date     Condition        Report By
 FF0534  HISTORY     - 1954     MONUMENTED       CGS
 FF0534  HISTORY     - 1956     GOOD             CGS
 FF0534  HISTORY     - 1970     MARK NOT FOUND   NGS
 FF0534  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0534
 FF0534                          STATION DESCRIPTION
 FF0534
 FF0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF0534'THE STATION IS LOCATED IN THE CROSS COUNTY COURTHOUSE YARD
 FF0534'IN WYNNE.  IT IS 103.0 FEET SOUTHEAST OF THE S. STATE ST.
 FF0534'AND E. UNION AVE. STREET MARKER, 68.0 FEET NORTH OF THE
 FF0534'NORTHWEST CORNER OF THE COURTHOUSE, 38.5 FEET SOUTHEAST
 FF0534'OF THE COLONEL CROSS MARKER, 28.0 FEET WEST OF THE WEST
 FF0534'EDGE OF THE SIDEWALK LEADING TO THE NORTH ENTRANCE OF THE
 FF0534'COURTHOUSE AND 23.5 FEET SOUTH-SOUTHEAST OF A BLACK MAPLE
 FF0534'TREE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 FF0534'IS STAMPED WYNNE 1954.
 FF0534'
 FF0534'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 FF0534'IN A DRILL HOLE NEAR THE SOUTH EDGE OF THE SIDEWALK ALONG THE NORTH
 FF0534'EDGE OF THE COURTHOUSE YARD.  IT IS 61.0 FEET EAST OF THE
 FF0534'CENTER OF THE CEMENT WALK LEADING TO THE NORTH ENTRANCE
 FF0534'OF THE COURTHOUSE, 43.5 FEET WEST OF A TELEPHONE POLE AND
 FF0534'28.0 FEET SOUTH OF THE CENTER OF E. UNION AVE.  IT IS SET
 FF0534'FLUSH WITH THE TOP OF THE SIDEWALK AND IS STAMPED WYNNE
 FF0534'NO 1 1954.
 FF0534'
 FF0534'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 FF0534'IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE ENTRANCE
 FF0534'PLATFORM AT THE BASE OF THE EAST ENTRACE OF THE COURTHOUSE.  IT IS
 FF0534'SET FLUSH WITH THE TOP OF THE PLATFORM AND IS STAMPED WYNNE
 FF0534'NO 2 1954.
 FF0534'
 FF0534'BENCH MARK V 15 IS A STANDARD BENCH MARK DISK CEMENTED IN
 FF0534'A DRILL HOLE AT THE WEST END OF THE THIRD RISER OF THE NORTH
 FF0534'ENTRANCE STEPS OF THE COURTHOUSE.  IT IS SET FLUSH WITH
 FF0534'THE TOP OF THE STEP AND IS STAMPED V 15 1932 265-892.
 FF0534'
 FF0534'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED
 FF0534'IN A DRILL HOLE IN THE SIDEWALK IN THE SOUTHEAST ANGLE OF THE
 FF0534'INTERSECTION OF N. STATE ST. AND HAMILTON AVE.  IT IS 31.0
 FF0534'FEET SOUTHEAST OF THE CENTER OF THE STREET INTERSECTION,
 FF0534'9.0 FEET SOUTHWEST OF A POWERLINE BRACE POLE, 6.0 FEET NORTHWEST
 FF0534'OF A SYCAMORE TREE AND 1.5 FEET EAST OF A CURB.  IT IS SET
 FF0534'FLUSH WITH THE TOP OF THE SIDEWALK AND IS STAMPED WYNNE 1954.
 FF0534'
 FF0534'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FF0534
 FF0534                          STATION RECOVERY (1956)
 FF0534
 FF0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FF0534'AT WYNNE.
 FF0534'AT WYNNE, AT JUNCTION OF UNION AVENUE AND SOUTH STATE STREET, AT
 FF0534'THE COURT HOUSE, 66 FEET SOUTH OF SOUTH CURB OF UNION AVENUE, 111
 FF0534'FEET EAST OF EAST CURB OF SOUTH STATE STREET, 67 FEET NORTH OF
 FF0534'NORTHWEST CORNER OF COURT HOUSE AND IN COURT HOUSE YARD, 28
 FF0534'FEET WEST OF WEST EDGE OF CONCRETE WALK LEADING TO THE NORTH
 FF0534'ENTRANCE OF COURT HOUSE, 115.6 FEET SOUTHWEST OF RM NO. 1, 118.3
 FF0534'FEET NORTHWEST OF RM NO. 2, AND SET IN THE TOP OF A CONCRETE
 FF0534'POST ABOUT FLUSH WITH GROUND.
 FF0534
 FF0534                          STATION RECOVERY (1970)
 FF0534
 FF0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMB)
 FF0534'ON EAST STEPS OF COURTHOUSE OLD BLDG REMOVED - NEW ONE BUILT.
 FF0534'
 FF0534'RM 2 THERE IS A NEED FOR AZIMUTH MARKERS OR ANY OTHER HORIZONTAL
 FF0534'COASTAL MARKERS.  IF POSSIBLE, THERE SHOULD BE ANOTHER ONE SET
 FF0534'IN THE IMMEDIATE VICINITY OF THIS DESTROYED MARK - WM B
 FF0534
 FF0534                          STATION RECOVERY (1981)
 FF0534
 FF0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0533 ***********************************************************************
 FF0533  DESIGNATION -  WYNNE AZ MK
 FF0533  PID         -  FF0533
 FF0533  STATE/COUNTY-  AR/CROSS
 FF0533  USGS QUAD   -  WYNNE (1992)
 FF0533
 FF0533                         *CURRENT SURVEY CONTROL
 FF0533  ___________________________________________________________________
 FF0533* NAD 83(1986)-  35 13 33.     (N)    090 47 09.     (W)     SCALED    
 FF0533* NAVD 88     -        80.138  (meters)     262.92   (feet)  ADJUSTED  
 FF0533  ___________________________________________________________________
 FF0533  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF0533  DYNAMIC HT  -          80.066 (meters)     262.68  (feet)  COMP
 FF0533  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 FF0533
 FF0533  VERT ORDER  -  FIRST     CLASS II
 FF0533
 FF0533.The horizontal coordinates were scaled from a topographic map and have
 FF0533.an estimated accuracy of +/- 6 seconds.
 FF0533
 FF0533.The orthometric height was determined by differential leveling
 FF0533.and adjusted by the National Geodetic Survey in June 1991..
 FF0533
 FF0533.The geoid height was determined by GEOID03.
 FF0533
 FF0533.The dynamic height is computed by dividing the NAVD 88
 FF0533.geopotential number by the normal gravity value computed on the
 FF0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0533.degrees latitude (g = 980.6199 gals.).
 FF0533
 FF0533.The modeled gravity was interpolated from observed gravity values.
 FF0533
 FF0533;                    North         East    Units  Estimated Accuracy
 FF0533;SPC AR N     -    99,700.      510,530.      MT  (+/- 180 meters Scaled)
 FF0533
 FF0533                          SUPERSEDED SURVEY CONTROL
 FF0533
 FF0533  NGVD 29 (??/??/??)   80.106  (m)          262.81   (f) ADJUSTED    1 2
 FF0533
 FF0533.Superseded values are not recommended for survey control.
 FF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0533.See file dsdata.txt to determine how the superseded data were derived.
 FF0533
 FF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV015003(NAD 83)
 FF0533_MARKER: DZ = AZIMUTH MARK DISK
 FF0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0533_SP_SET: SIDEWALK
 FF0533_STAMPING: WYNNE 1954
 FF0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0533
 FF0533  HISTORY     - Date     Condition        Report By
 FF0533  HISTORY     - 1954     MONUMENTED       CGS
 FF0533  HISTORY     - 1956     GOOD             CGS
 FF0533  HISTORY     - 20030602 MARK NOT FOUND   USACE
 FF0533
 FF0533                          STATION DESCRIPTION
 FF0533
 FF0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0533'AT WYNNE.
 FF0533'AT WYNNE, ABOUT 0.2 MILE NORTH ALONG STATE STREET (STATE HIGHWAY
 FF0533'1) FROM THE COURT HOUSE, AT INTERSECTION OF HAMILTON AVENUE, 2
 FF0533'FEET EAST OF EAST CURB OF NORTH STATE STREET, 11 1/2 FEET SOUTH
 FF0533'OF SOUTH CURB OF HAMILTON AVENUE, IN THE TOP AND 1 1/2 FEET
 FF0533'EAST OF SOUTHWEST CORNER OF SIDE WALK ALONG SOUTH SIDE OF
 FF0533'HAMILTON AVENUE.
 FF0533
 FF0533                          STATION RECOVERY (2003)
 FF0533
 FF0533'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2082 ***********************************************************************
 FF2082  DESIGNATION -  WYNNE CROSS CO POL RAD MAST
 FF2082  PID         -  FF2082
 FF2082  STATE/COUNTY-  AR/CROSS
 FF2082  USGS QUAD   -  WYNNE (1992)
 FF2082
 FF2082                         *CURRENT SURVEY CONTROL
 FF2082  ___________________________________________________________________
 FF2082* NAD 83(1997)-  35 13 23.10532(N)    090 47 12.76221(W)     ADJUSTED  
 FF2082* NAVD 88     -                                                        
 FF2082  ___________________________________________________________________
 FF2082  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FF2082  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF2082
 FF2082  HORZ ORDER  -  THIRD
 FF2082
 FF2082.The horizontal coordinates were established by classical geodetic methods
 FF2082.and adjusted by the National Geodetic Survey in September 1999..
 FF2082
 FF2082
 FF2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2082
 FF2082.The geoid height was determined by GEOID03.
 FF2082
 FF2082;                    North         East     Units Scale Factor Converg.
 FF2082;SPC AR N     -    99,390.599   510,434.561   MT  0.99995568   +0 42 21.3
 FF2082;SPC AR N     -   326,083.99  1,674,650.72   sFT  0.99995568   +0 42 21.3
 FF2082;UTM  15      - 3,900,027.047   701,418.280   MT  1.00010000   +1 16 36.7
 FF2082
 FF2082                          SUPERSEDED SURVEY CONTROL
 FF2082
 FF2082  NAD 83(1997)-  35 13 23.11059(N)    090 47 12.75908(W) AD(       ) 4
 FF2082  NAD 83(1986)-  35 13 23.11576(N)    090 47 12.76168(W) AD(       ) 4
 FF2082  NAD 27      -  35 13 22.79800(N)    090 47 12.35400(W) AD(       ) 3
 FF2082
 FF2082.Superseded values are not recommended for survey control.
 FF2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2082.See file dsdata.txt to determine how the superseded data were derived.
 FF2082
 FF2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0141800027(NAD 83)
 FF2082_MARKER: 42 = RADIO/TV MAST
 FF2082
 FF2082  HISTORY     - Date     Condition        Report By
 FF2082  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2082
 FF2082                          STATION DESCRIPTION
 FF2082
 FF2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2082'THE STATION IS LOCATED ON TOP OF THE CROSS COUNTY COURTHOUSE NEAR
 FF2082'THE CENTER OF TOWN.
 FF2082'
 FF2082'IT IS A STEEL TRUSS-WORK STRUCTURE SUPPORTED BY MANY GUY
 FF2082'CABLES, IS PAINTED ALTERNATELY RED AND WHITE, PROJECTS 45.0
 FF2082'FEET ABOVE THE ROOF OF THE BUILDING AND HAS AND OVER-ALL HEIGHT
 FF2082'OF 90.0 FEET.
 FF2082'
 FF2082'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2080 ***********************************************************************
 FF2080  DESIGNATION -  WYNNE EAST MUNICIPAL TANK
 FF2080  PID         -  FF2080
 FF2080  STATE/COUNTY-  AR/CROSS
 FF2080  USGS QUAD   -  WYNNE (1992)
 FF2080
 FF2080                         *CURRENT SURVEY CONTROL
 FF2080  ___________________________________________________________________
 FF2080* NAD 83(1997)-  35 13 43.85634(N)    090 46 47.25975(W)     ADJUSTED  
 FF2080* NAVD 88     -                                                        
 FF2080  ___________________________________________________________________
 FF2080  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FF2080  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF2080
 FF2080  HORZ ORDER  -  THIRD
 FF2080
 FF2080.The horizontal coordinates were established by classical geodetic methods
 FF2080.and adjusted by the National Geodetic Survey in September 1999..
 FF2080
 FF2080
 FF2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2080
 FF2080.The geoid height was determined by GEOID03.
 FF2080
 FF2080;                    North         East     Units Scale Factor Converg.
 FF2080;SPC AR N     -   100,037.994   511,071.485   MT  0.99995506   +0 42 36.1
 FF2080;SPC AR N     -   328,207.99  1,676,740.36   sFT  0.99995506   +0 42 36.1
 FF2080;UTM  15      - 3,900,680.854   702,048.813   MT  1.00010313   +1 16 52.1
 FF2080
 FF2080                          SUPERSEDED SURVEY CONTROL
 FF2080
 FF2080  NAD 83(1997)-  35 13 43.86145(N)    090 46 47.25631(W) AD(       ) 4
 FF2080  NAD 83(1986)-  35 13 43.86663(N)    090 46 47.25949(W) AD(       ) 4
 FF2080  NAD 27      -  35 13 43.54900(N)    090 46 46.85300(W) AD(       ) 3
 FF2080
 FF2080.Superseded values are not recommended for survey control.
 FF2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2080.See file dsdata.txt to determine how the superseded data were derived.
 FF2080
 FF2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0204900681(NAD 83)
 FF2080_MARKER: 53 = ELEVATED TANK
 FF2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2080+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 FF2080
 FF2080  HISTORY     - Date     Condition        Report By
 FF2080  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2080  HISTORY     - 20041022 GOOD             USPSQD
 FF2080
 FF2080                          STATION DESCRIPTION
 FF2080
 FF2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2080'THE STATION IS LOCATED IN THE NORTHEAST PART OF TOWN, TWO
 FF2080'BLOCKS EAST OF THE WYNNE HIGH SCHOOL AND 100.0 FEET NORTH
 FF2080'OF NATHAN DRIVE.
 FF2080'
 FF2080'IT IS A FOUR LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE
 FF2080'TANK PROPER, IS PAINTED SILVER, HAS A DOME SHAPED ROOF AND
 FF2080'IS 105.0 FEET HIGH.
 FF2080'
 FF2080'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK.
 FF2080
 FF2080                          STATION RECOVERY (2004)
 FF2080
 FF2080'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 FF2080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2077 ***********************************************************************
 FF2077  DESIGNATION -  WYNNE FEDERAL COMPRESS CO TANK
 FF2077  PID         -  FF2077
 FF2077  STATE/COUNTY-  AR/CROSS
 FF2077  USGS QUAD   -  WYNNE (1992)
 FF2077
 FF2077                         *CURRENT SURVEY CONTROL
 FF2077  ___________________________________________________________________
 FF2077* NAD 83(1997)-  35 13 56.61596(N)    090 47 23.79512(W)     ADJUSTED  
 FF2077* NAVD 88     -                                                        
 FF2077  ___________________________________________________________________
 FF2077  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FF2077  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF2077
 FF2077  HORZ ORDER  -  THIRD
 FF2077
 FF2077.The horizontal coordinates were established by classical geodetic methods
 FF2077.and adjusted by the National Geodetic Survey in September 1999..
 FF2077
 FF2077
 FF2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2077
 FF2077.The geoid height was determined by GEOID03.
 FF2077
 FF2077;                    North         East     Units Scale Factor Converg.
 FF2077;SPC AR N     -   100,419.772   510,142.894   MT  0.99995468   +0 42 14.9
 FF2077;SPC AR N     -   329,460.54  1,673,693.81   sFT  0.99995468   +0 42 14.9
 FF2077;UTM  15      - 3,901,053.410   701,116.326   MT  1.00009850   +1 16 31.4
 FF2077
 FF2077                          SUPERSEDED SURVEY CONTROL
 FF2077
 FF2077  NAD 83(1997)-  35 13 56.62116(N)    090 47 23.79159(W) AD(       ) 4
 FF2077  NAD 83(1986)-  35 13 56.62614(N)    090 47 23.79491(W) AD(       ) 4
 FF2077  NAD 27      -  35 13 56.30700(N)    090 47 23.38700(W) AD(       ) 3
 FF2077
 FF2077.Superseded values are not recommended for survey control.
 FF2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2077.See file dsdata.txt to determine how the superseded data were derived.
 FF2077
 FF2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0111601053(NAD 83)
 FF2077_MARKER: 53 = ELEVATED TANK
 FF2077
 FF2077  HISTORY     - Date     Condition        Report By
 FF2077  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2077
 FF2077                          STATION DESCRIPTION
 FF2077
 FF2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2077'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF WYNNE AT THE
 FF2077'EXTREME NORTH END OF WILLIAMS STREET.
 FF2077'
 FF2077'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 FF2077'IS PAINTED SILVER, HAS A CONICAL ROOF WITH A BALL AT THE APEX
 FF2077'AND IS 120.0 FEET HIGH.
 FF2077'
 FF2077'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0535 ***********************************************************************
 FF0535  DESIGNATION -  WYNNE RM 1
 FF0535  PID         -  FF0535
 FF0535  STATE/COUNTY-  AR/CROSS
 FF0535  USGS QUAD   -  WYNNE (1992)
 FF0535
 FF0535                         *CURRENT SURVEY CONTROL
 FF0535  ___________________________________________________________________
 FF0535* NAD 83(1986)-  35 13 26.     (N)    090 47 12.     (W)     SCALED    
 FF0535* NAVD 88     -        80.188  (meters)     263.08   (feet)  ADJUSTED  
 FF0535  ___________________________________________________________________
 FF0535  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0535  DYNAMIC HT  -          80.116 (meters)     262.85  (feet)  COMP
 FF0535  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0535
 FF0535  VERT ORDER  -  FIRST     CLASS II
 FF0535
 FF0535.The horizontal coordinates were scaled from a topographic map and have
 FF0535.an estimated accuracy of +/- 6 seconds.
 FF0535
 FF0535.The orthometric height was determined by differential leveling
 FF0535.and adjusted by the National Geodetic Survey in June 1991..
 FF0535
 FF0535.The geoid height was determined by GEOID03.
 FF0535
 FF0535.The dynamic height is computed by dividing the NAVD 88
 FF0535.geopotential number by the normal gravity value computed on the
 FF0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0535.degrees latitude (g = 980.6199 gals.).
 FF0535
 FF0535.The modeled gravity was interpolated from observed gravity values.
 FF0535
 FF0535;                    North         East    Units  Estimated Accuracy
 FF0535;SPC AR N     -    99,480.      510,450.      MT  (+/- 180 meters Scaled)
 FF0535
 FF0535                          SUPERSEDED SURVEY CONTROL
 FF0535
 FF0535  NGVD 29 (??/??/??)   80.155  (m)          262.98   (f) ADJUSTED    1 2
 FF0535
 FF0535.Superseded values are not recommended for survey control.
 FF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0535.See file dsdata.txt to determine how the superseded data were derived.
 FF0535
 FF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV014001(NAD 83)
 FF0535_MARKER: DR = REFERENCE MARK DISK
 FF0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0535_SP_SET: SIDEWALK
 FF0535_STAMPING: WYNNE NO 1 1954
 FF0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0535
 FF0535  HISTORY     - Date     Condition        Report By
 FF0535  HISTORY     - 1954     MONUMENTED       CGS
 FF0535  HISTORY     - 1956     GOOD             CGS
 FF0535  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0535
 FF0535                          STATION DESCRIPTION
 FF0535
 FF0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0535'AT WYNNE.
 FF0535'AT WYNNE, AT THE JUNCTION OF UNION AVENUE AND STATE STREET, AT
 FF0535'THE COURT HOUSE, 5.8 FEET SOUTH OF SOUTH CURB OF UNION AVENUE,
 FF0535'60 FEET EAST OF EAST EDGE OF CONCRETE WALK LEADING TO THE NORTH
 FF0535'ENTRANCE TO COURT HOUSE, 115.6 FEET NORTHEAST OF STATION MARK,
 FF0535'IN THE TOP OF THE NORTH EDGE OF SIDE WALK ALONG SOUTH SIDE OF
 FF0535'UNION AVENUE.  NOTE-- SIDEWALK PROBABLY UNSTABLE.  MARK SHOULD
 FF0535'BE USED WITH CAUTION.
 FF0535
 FF0535                          STATION RECOVERY (1981)
 FF0535
 FF0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0537 ***********************************************************************
 FF0537  DESIGNATION -  WYNNE RM 2
 FF0537  PID         -  FF0537
 FF0537  STATE/COUNTY-  AR/CROSS
 FF0537  USGS QUAD   -  WYNNE (1992)
 FF0537
 FF0537                         *CURRENT SURVEY CONTROL
 FF0537  ___________________________________________________________________
 FF0537* NAD 83(1986)-  35 13 24.     (N)    090 47 12.     (W)     SCALED    
 FF0537* NAVD 88     -        80.532  (meters)     264.21   (feet)  ADJUSTED  
 FF0537  ___________________________________________________________________
 FF0537  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0537  DYNAMIC HT  -          80.460 (meters)     263.98  (feet)  COMP
 FF0537  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FF0537
 FF0537  VERT ORDER  -  FIRST     CLASS II
 FF0537
 FF0537.The horizontal coordinates were scaled from a topographic map and have
 FF0537.an estimated accuracy of +/- 6 seconds.
 FF0537
 FF0537.The orthometric height was determined by differential leveling
 FF0537.and adjusted by the National Geodetic Survey in June 1991..
 FF0537
 FF0537.The geoid height was determined by GEOID03.
 FF0537
 FF0537.The dynamic height is computed by dividing the NAVD 88
 FF0537.geopotential number by the normal gravity value computed on the
 FF0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0537.degrees latitude (g = 980.6199 gals.).
 FF0537
 FF0537.The modeled gravity was interpolated from observed gravity values.
 FF0537
 FF0537;                    North         East    Units  Estimated Accuracy
 FF0537;SPC AR N     -    99,420.      510,450.      MT  (+/- 180 meters Scaled)
 FF0537
 FF0537                          SUPERSEDED SURVEY CONTROL
 FF0537
 FF0537  NGVD 29 (??/??/??)   80.499  (m)          264.10   (f) ADJUSTED    1 2
 FF0537
 FF0537.Superseded values are not recommended for survey control.
 FF0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0537.See file dsdata.txt to determine how the superseded data were derived.
 FF0537
 FF0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV014000(NAD 83)
 FF0537_MARKER: DR = REFERENCE MARK DISK
 FF0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0537_SP_SET: BUILDING
 FF0537_STAMPING: WYNNE NO 2 1954
 FF0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0537
 FF0537  HISTORY     - Date     Condition        Report By
 FF0537  HISTORY     - 1954     MONUMENTED       CGS
 FF0537  HISTORY     - 1956     GOOD             CGS
 FF0537  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0537
 FF0537                          STATION DESCRIPTION
 FF0537
 FF0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0537'AT WYNNE.
 FF0537'AT WYNNE, AT JUNCTION OF UNION AVENUE AND STATE STREET, AT THE
 FF0537'COURT HOUSE, 22.3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF COURT
 FF0537'HOUSE, 118.31 FEET SOUTHEAST OF STATION MARK, 145 FEET SOUTH
 FF0537'OF RM NO. 1, 4 FEET EAST OF NORTHEAST CORNER OF NORTH BRICK AND
 FF0537'STONE BANISTER OF THE EAST ENTRANCE TO COURT HOUSE, IN THE TOP
 FF0537'AND 0.8 FOOT SOUTHWEST OF NORTHEAST CORNER OF CONCRETE LANDING
 FF0537'AT THE EAST ENTRANCE.  NOTE-- THE CONCRETE LANDING IS CRACKED
 FF0537'AND PROBABLY UNSTABLE.  USE WITH CAUTION.
 FF0537
 FF0537                          STATION RECOVERY (1981)
 FF0537
 FF0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2078 ***********************************************************************
 FF2078  DESIGNATION -  WYNNE WEST MUNICIPAL TANK
 FF2078  PID         -  FF2078
 FF2078  STATE/COUNTY-  AR/CROSS
 FF2078  USGS QUAD   -  WYNNE (1992)
 FF2078
 FF2078                         *CURRENT SURVEY CONTROL
 FF2078  ___________________________________________________________________
 FF2078* NAD 83(1997)-  35 13 27.00487(N)    090 47 39.21934(W)     ADJUSTED  
 FF2078* NAVD 88     -                                                        
 FF2078  ___________________________________________________________________
 FF2078  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FF2078  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF2078
 FF2078  HORZ ORDER  -  THIRD
 FF2078
 FF2078.The horizontal coordinates were established by classical geodetic methods
 FF2078.and adjusted by the National Geodetic Survey in September 1999..
 FF2078
 FF2078
 FF2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2078
 FF2078.The geoid height was determined by GEOID03.
 FF2078
 FF2078;                    North         East     Units Scale Factor Converg.
 FF2078;SPC AR N     -    99,502.543   509,764.100   MT  0.99995556   +0 42 05.9
 FF2078;SPC AR N     -   326,451.26  1,672,451.05   sFT  0.99995556   +0 42 05.9
 FF2078;UTM  15      - 3,900,132.319   700,746.641   MT  1.00009667   +1 16 21.6
 FF2078
 FF2078                          SUPERSEDED SURVEY CONTROL
 FF2078
 FF2078  NAD 83(1997)-  35 13 27.01011(N)    090 47 39.21589(W) AD(       ) 4
 FF2078  NAD 83(1986)-  35 13 27.01499(N)    090 47 39.21904(W) AD(       ) 4
 FF2078  NAD 27      -  35 13 26.69600(N)    090 47 38.81100(W) AD(       ) 3
 FF2078
 FF2078.Superseded values are not recommended for survey control.
 FF2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2078.See file dsdata.txt to determine how the superseded data were derived.
 FF2078
 FF2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0074700132(NAD 83)
 FF2078_MARKER: 53 = ELEVATED TANK
 FF2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2078+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 FF2078
 FF2078  HISTORY     - Date     Condition        Report By
 FF2078  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2078  HISTORY     - 20041022 GOOD             USPSQD
 FF2078
 FF2078                          STATION DESCRIPTION
 FF2078
 FF2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 FF2078'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF TOWN
 FF2078'AT THE CITY WATER PLANT.
 FF2078'
 FF2078'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 FF2078'PROPER, IS PAINTED SILVER, HAS A CONICAL ROOF WITH A BALL
 FF2078'AT THE APEX AND IS 135.0 FEET HIGH.
 FF2078'
 FF2078'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 FF2078
 FF2078                          STATION RECOVERY (2004)
 FF2078
 FF2078'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 FF2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1862 ***********************************************************************
 EJ1862  DESIGNATION -  WYU
 EJ1862  PID         -  EJ1862
 EJ1862  STATE/COUNTY-  AR/HOT SPRING
 EJ1862  USGS QUAD   -  MALVERN SOUTH (1978)
 EJ1862
 EJ1862                         *CURRENT SURVEY CONTROL
 EJ1862  ___________________________________________________________________
 EJ1862* NAD 83(1997)-  34 15 17.59527(N)    092 49 34.82865(W)     ADJUSTED  
 EJ1862* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 EJ1862  ___________________________________________________________________
 EJ1862  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 EJ1862  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EJ1862
 EJ1862  HORZ ORDER  -  SECOND
 EJ1862
 EJ1862.The horizontal coordinates were established by classical geodetic methods
 EJ1862.and adjusted by the National Geodetic Survey in September 1999..
 EJ1862
 EJ1862.The orthometric height was scaled from a topographic map.
 EJ1862
 EJ1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1862
 EJ1862.The geoid height was determined by GEOID03.
 EJ1862
 EJ1862;                    North         East     Units Scale Factor Converg.
 EJ1862;SPC AR S     -   576,461.040   323,893.880   MT  0.99992585   -0 27 45.0
 EJ1862;SPC AR S     - 1,891,272.60  1,062,641.84   sFT  0.99992585   -0 27 45.0
 EJ1862;UTM  15      - 3,790,431.632   515,988.956   MT  0.99960315   +0 05 51.9
 EJ1862
 EJ1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1862!SPC AR S     -   0.99998109  x   0.99992585  =   0.99990694
 EJ1862!UTM  15      -   0.99998109  x   0.99960315  =   0.99958425
 EJ1862
 EJ1862                          SUPERSEDED SURVEY CONTROL
 EJ1862
 EJ1862  NAD 83(1986)-  34 15 17.60569(N)    092 49 34.81970(W) AD(       ) 2
 EJ1862  NAD 27      -  34 15 17.26760(N)    092 49 34.21382(W) AD(       ) 2
 EJ1862
 EJ1862.Superseded values are not recommended for survey control.
 EJ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1862.See file dsdata.txt to determine how the superseded data were derived.
 EJ1862
 EJ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1598990432(NAD 83)
 EJ1862_MARKER: DD = SURVEY DISK
 EJ1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EJ1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1862+STABILITY: SURFACE MOTION
 EJ1862
 EJ1862  HISTORY     - Date     Condition        Report By
 EJ1862  HISTORY     - 1964     MONUMENTED       ARGS
 EJ1862  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1862
 EJ1862                          STATION DESCRIPTION
 EJ1862
 EJ1862'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1964
 EJ1862'SEE STATION GAS
 EJ1862
 EJ1862                          STATION RECOVERY (1998)
 EJ1862
 EJ1862'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1175 ***********************************************************************
 EH1175  DESIGNATION -  X
 EH1175  PID         -  EH1175
 EH1175  STATE/COUNTY-  AR/ST FRANCIS
 EH1175  USGS QUAD   -  WHEATLEY (1971)
 EH1175
 EH1175                         *CURRENT SURVEY CONTROL
 EH1175  ___________________________________________________________________
 EH1175* NAD 83(1986)-  34 56 20.     (N)    091 01 16.     (W)     SCALED    
 EH1175* NAVD 88     -        62.943  (meters)     206.51   (feet)  ADJUSTED  
 EH1175  ___________________________________________________________________
 EH1175  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1175  DYNAMIC HT  -          62.886 (meters)     206.32  (feet)  COMP
 EH1175  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 EH1175
 EH1175  VERT ORDER  -  FIRST     CLASS II
 EH1175
 EH1175.The horizontal coordinates were scaled from a topographic map and have
 EH1175.an estimated accuracy of +/- 6 seconds.
 EH1175
 EH1175.The orthometric height was determined by differential leveling
 EH1175.and adjusted by the National Geodetic Survey in June 1991..
 EH1175.WARNING-Repeat measurements at this control monument indicate possible
 EH1175.vertical movement.
 EH1175
 EH1175.The geoid height was determined by GEOID03.
 EH1175
 EH1175.The dynamic height is computed by dividing the NAVD 88
 EH1175.geopotential number by the normal gravity value computed on the
 EH1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1175.degrees latitude (g = 980.6199 gals.).
 EH1175
 EH1175.The modeled gravity was interpolated from observed gravity values.
 EH1175
 EH1175;                    North         East    Units  Estimated Accuracy
 EH1175;SPC AR N     -    67,630.      489,430.      MT  (+/- 180 meters Scaled)
 EH1175
 EH1175                          SUPERSEDED SURVEY CONTROL
 EH1175
 EH1175  NGVD 29 (??/??/??)   62.944  (m)          206.51   (f) ADJUSTED    1 2
 EH1175
 EH1175.Superseded values are not recommended for survey control.
 EH1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1175.See file dsdata.txt to determine how the superseded data were derived.
 EH1175
 EH1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU807680(NAD 83)
 EH1175_MARKER: DB = BENCH MARK DISK
 EH1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1175_STAMPING: X ELEV. 206.358 FEET
 EH1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1175+STABILITY: SURFACE MOTION
 EH1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1175+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 EH1175
 EH1175  HISTORY     - Date     Condition        Report By
 EH1175  HISTORY     - UNK      MONUMENTED       CGS
 EH1175  HISTORY     - 1955     GOOD             CGS
 EH1175  HISTORY     - 20030421 GOOD             USACE
 EH1175
 EH1175                          STATION DESCRIPTION
 EH1175
 EH1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1175'5.5 MI NE FROM WHEATLEY.
 EH1175'ABOUT 5.5 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1175'RAILROAD FROM THE STATION AT WHEATLEY, AT GOODWIN, 146 FEET NORTH OF
 EH1175'MILE POLE 59, 158 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 136
 EH1175'FEET NORTH-NORTHWEST OF STATION SIGN GOODWIN, 44 1/2 FEET NORTHWEST OF
 EH1175'CENTER LINE OF A ROAD PARALLEL TO TRACK, 3 FEET NORTHWEST OF A POWER
 EH1175'POLE, 2 1/2 FEET WEST OF FENCE CORNER AT SOUTH CORNER OF A LOT JUST
 EH1175'SOUTHWEST OF A HOUSE WITH BRICK PORCH COLUMNS, ABOUT 3 FEET BELOW
 EH1175'LEVEL OF TRACK AND SET IN THE TOP OF A STONE POST PROJECTING 6 INCHES.
 EH1175
 EH1175                          STATION RECOVERY (2003)
 EH1175
 EH1175'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0331 ***********************************************************************
 FG0331  DESIGNATION -  X
 FG0331  PID         -  FG0331
 FG0331  STATE/COUNTY-  AR/CONWAY
 FG0331  USGS QUAD   -  MORRILTON EAST (1990)
 FG0331
 FG0331                         *CURRENT SURVEY CONTROL
 FG0331  ___________________________________________________________________
 FG0331* NAD 83(1986)-  35 09 27.     (N)    092 38 34.     (W)     SCALED    
 FG0331* NAVD 88     -        89.272  (meters)     292.89   (feet)  ADJUSTED  
 FG0331  ___________________________________________________________________
 FG0331  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FG0331  DYNAMIC HT  -          89.189 (meters)     292.61  (feet)  COMP
 FG0331  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FG0331
 FG0331  VERT ORDER  -  SECOND    CLASS 0
 FG0331
 FG0331.The horizontal coordinates were scaled from a topographic map and have
 FG0331.an estimated accuracy of +/- 6 seconds.
 FG0331
 FG0331.The orthometric height was determined by differential leveling
 FG0331.and adjusted by the National Geodetic Survey in June 1991..
 FG0331.WARNING-Repeat measurements at this control monument indicate possible
 FG0331.vertical movement.
 FG0331
 FG0331.The geoid height was determined by GEOID03.
 FG0331
 FG0331.The dynamic height is computed by dividing the NAVD 88
 FG0331.geopotential number by the normal gravity value computed on the
 FG0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0331.degrees latitude (g = 980.6199 gals.).
 FG0331
 FG0331.The modeled gravity was interpolated from observed gravity values.
 FG0331
 FG0331;                    North         East    Units  Estimated Accuracy
 FG0331;SPC AR N     -    91,630.      341,440.      MT  (+/- 180 meters Scaled)
 FG0331
 FG0331                          SUPERSEDED SURVEY CONTROL
 FG0331
 FG0331  NGVD 29 (??/??/92)   89.317  (m)          293.03   (f) ADJ UNCH    2 0
 FG0331
 FG0331.Superseded values are not recommended for survey control.
 FG0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0331.See file dsdata.txt to determine how the superseded data were derived.
 FG0331
 FG0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU325905(NAD 83)
 FG0331_MARKER: DB = BENCH MARK DISK
 FG0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0331_MARK LOGO: CGS   
 FG0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0331
 FG0331  HISTORY     - Date     Condition        Report By
 FG0331  HISTORY     - UNK      MONUMENTED       CGS
 FG0331  HISTORY     - 1967     GOOD             NGS
 FG0331  HISTORY     - 1984     POOR             NGS
 FG0331
 FG0331                          STATION DESCRIPTION
 FG0331
 FG0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0331'IN PLUMERVILLE.
 FG0331'IT IS THE BOTTOM OF A SQUARE HOLE, MARKED X AND FLANKED BY THE LETTERS
 FG0331'USBM IN THE TOP OF A 7 INCH SQUARE STONE POST PROJECTING 6 INCHES. IT
 FG0331'IS 0.05 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY
 FG0331'92 IN PLUMERVILLE, THENCE SOUTH ON PAVED STREET FOR 0.15 MILE TO THE
 FG0331'MARK ON THE RIGHT, 12 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO
 FG0331'STORY HOUSE (OLD SIMS HOTEL), 242 FEET NORTH OF THE NORTH RAIL OF THE
 FG0331'RAILROAD TRACKS, 31 FEET WEST OF THE CENTER OF THE STREET.
 FG0331
 FG0331                          STATION RECOVERY (1984)
 FG0331
 FG0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0331'RECOVERED IN POOR CONDITION.  NOT LEVELED TO THIS SURVEY.  THE
 FG0331'CONCRETE POST IS LEANING TO THE WEST APPROXIMATELY 10 DEGREES BUT IS
 FG0331'FAIRLY STABLE.  NOT FIT FOR LEVELS.  NOTE, SIMS HOTEL IS NOW A
 FG0331'PRIVATE RESIDENCE POSSIBLY TO BE RESTORED ON THE NATIONAL REGISTER OF
 FG0331'HISTROICAL HOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0473 ***********************************************************************
 GE0473  DESIGNATION -  X 1
 GE0473  PID         -  GE0473
 GE0473  STATE/COUNTY-  AR/SHARP
 GE0473  USGS QUAD   -  RAVENDEN (1981)
 GE0473
 GE0473                         *CURRENT SURVEY CONTROL
 GE0473  ___________________________________________________________________
 GE0473* NAD 83(1986)-  36 14 55.     (N)    091 19 10.     (W)     SCALED    
 GE0473* NAVD 88     -        96.105  (meters)     315.30   (feet)  ADJUSTED  
 GE0473  ___________________________________________________________________
 GE0473  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GE0473  DYNAMIC HT  -          96.025 (meters)     315.04  (feet)  COMP
 GE0473  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GE0473
 GE0473  VERT ORDER  -  FIRST     CLASS II
 GE0473
 GE0473.The horizontal coordinates were scaled from a topographic map and have
 GE0473.an estimated accuracy of +/- 6 seconds.
 GE0473
 GE0473.The orthometric height was determined by differential leveling
 GE0473.and adjusted by the National Geodetic Survey in June 1991..
 GE0473
 GE0473.The geoid height was determined by GEOID03.
 GE0473
 GE0473.The dynamic height is computed by dividing the NAVD 88
 GE0473.geopotential number by the normal gravity value computed on the
 GE0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0473.degrees latitude (g = 980.6199 gals.).
 GE0473
 GE0473.The modeled gravity was interpolated from observed gravity values.
 GE0473
 GE0473;                    North         East    Units  Estimated Accuracy
 GE0473;SPC AR N     -   212,700.      461,170.      MT  (+/- 180 meters Scaled)
 GE0473
 GE0473                          SUPERSEDED SURVEY CONTROL
 GE0473
 GE0473  NGVD 29 (??/??/92)   96.003  (m)          314.97   (f) ADJ UNCH    1 2
 GE0473
 GE0473.Superseded values are not recommended for survey control.
 GE0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0473.See file dsdata.txt to determine how the superseded data were derived.
 GE0473
 GE0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA509128(NAD 83)
 GE0473_MARKER: DB = BENCH MARK DISK
 GE0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0473_SP_SET: BRIDGE
 GE0473_STAMPING: 314.970 X 1 1928
 GE0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0473
 GE0473  HISTORY     - Date     Condition        Report By
 GE0473  HISTORY     - 1928     MONUMENTED       CGS
 GE0473  HISTORY     - 1944     GOOD             NGS
 GE0473
 GE0473                          STATION DESCRIPTION
 GE0473
 GE0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0473'2.4 MI SE FROM WILLIFORD.
 GE0473'2.4 MILES SOUTHEAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY
 GE0473'FROM THE STATION AT WILLIFORD, AT PLATE-GIRDER BRIDGE NO. 370.7,
 GE0473'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT, 7.5 FEET EAST
 GE0473'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT BELOW THE TOP OF THE
 GE0473'RAIL.
 GE0473
 GE0473                          STATION RECOVERY (1944)
 GE0473
 GE0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0288 ***********************************************************************
 EJ0288  DESIGNATION -  X 10
 EJ0288  PID         -  EJ0288
 EJ0288  STATE/COUNTY-  AR/PULASKI
 EJ0288  USGS QUAD   -  LITTLE ROCK (1966)
 EJ0288
 EJ0288                         *CURRENT SURVEY CONTROL
 EJ0288  ___________________________________________________________________
 EJ0288* NAD 83(1986)-  34 44 54.     (N)    092 20 03.     (W)     SCALED    
 EJ0288* NAVD 88     -       109.157  (meters)     358.13   (feet)  ADJUSTED  
 EJ0288  ___________________________________________________________________
 EJ0288  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EJ0288  DYNAMIC HT  -         109.055 (meters)     357.79  (feet)  COMP
 EJ0288  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 EJ0288
 EJ0288  VERT ORDER  -  FIRST     CLASS II
 EJ0288
 EJ0288.The horizontal coordinates were scaled from a topographic map and have
 EJ0288.an estimated accuracy of +/- 6 seconds.
 EJ0288
 EJ0288.The orthometric height was determined by differential leveling
 EJ0288.and adjusted by the National Geodetic Survey in June 1991..
 EJ0288
 EJ0288.The geoid height was determined by GEOID03.
 EJ0288
 EJ0288.The dynamic height is computed by dividing the NAVD 88
 EJ0288.geopotential number by the normal gravity value computed on the
 EJ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0288.degrees latitude (g = 980.6199 gals.).
 EJ0288
 EJ0288.The modeled gravity was interpolated from observed gravity values.
 EJ0288
 EJ0288;                    North         East    Units  Estimated Accuracy
 EJ0288;SPC AR S     -   630,940.      369,400.      MT  (+/- 180 meters Scaled)
 EJ0288
 EJ0288                          SUPERSEDED SURVEY CONTROL
 EJ0288
 EJ0288  NGVD 29 (??/??/92)  109.207  (m)          358.29   (f) ADJ UNCH    1 2
 EJ0288
 EJ0288.Superseded values are not recommended for survey control.
 EJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0288.See file dsdata.txt to determine how the superseded data were derived.
 EJ0288
 EJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU609453(NAD 83)
 EJ0288_MARKER: DB = BENCH MARK DISK
 EJ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0288_STAMPING: 358.290 X 10 1932
 EJ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0288+STABILITY: SURFACE MOTION
 EJ0288
 EJ0288  HISTORY     - Date     Condition        Report By
 EJ0288  HISTORY     - 1932     MONUMENTED       CGS
 EJ0288  HISTORY     - 1934     GOOD             NGS
 EJ0288  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0288  HISTORY     - 198504   MARK NOT FOUND   USGS
 EJ0288  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0288  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0288
 EJ0288                          STATION DESCRIPTION
 EJ0288
 EJ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ0288'IN LITTLE ROCK.
 EJ0288'AT LITTLE ROCK, PULASKI COUNTY, AT THE WEST END OF FAIR PARK, 150
 EJ0288'YARDS NORTHWEST OF THE ZOO, IMMEDIATELY WEST OF THE TRIANGULAR PLOT OF
 EJ0288'GROUND AT THE ROAD INTERSECTION, 35 FEET SOUTH OF THE CENTERLINE OF
 EJ0288'THE ROAD LEADING WEST TO THE GOLF COURSE, AND 35 FEET WEST OF THE ROAD
 EJ0288'LEADING TOWARD THE ZOO.  A STANDARD DISK, STAMPED 358.290 X 10 1932
 EJ0288'AND SET IN THE TOP OF A CONCRETE POST.
 EJ0288
 EJ0288                          STATION RECOVERY (1984)
 EJ0288
 EJ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0288'MARK NOT FOUND.
 EJ0288
 EJ0288                          STATION RECOVERY (1985)
 EJ0288
 EJ0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (FSS)
 EJ0288'MARK NOT FOUND.
 EJ0288
 EJ0288                          STATION RECOVERY (1989)
 EJ0288
 EJ0288'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLP)
 EJ0288'MARK NOT FOUND.
 EJ0288
 EJ0288                          STATION RECOVERY (1990)
 EJ0288
 EJ0288'RECOVERY NOTE BY US POWER SQUADRON 1990 (LLP)
 EJ0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0416 ***********************************************************************
 FG0416  DESIGNATION -  X 100
 FG0416  PID         -  FG0416
 FG0416  STATE/COUNTY-  AR/PERRY
 FG0416  USGS QUAD   -  GLEASON (1991)
 FG0416
 FG0416                         *CURRENT SURVEY CONTROL
 FG0416  ___________________________________________________________________
 FG0416* NAD 83(1986)-  35 04 16.     (N)    092 34 27.     (W)     SCALED    
 FG0416* NAVD 88     -       103.193  (meters)     338.56   (feet)  ADJUSTED  
 FG0416  ___________________________________________________________________
 FG0416  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG0416  DYNAMIC HT  -         103.096 (meters)     338.24  (feet)  COMP
 FG0416  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FG0416
 FG0416  VERT ORDER  -  SECOND    CLASS 0
 FG0416
 FG0416.The horizontal coordinates were scaled from a topographic map and have
 FG0416.an estimated accuracy of +/- 6 seconds.
 FG0416
 FG0416.The orthometric height was determined by differential leveling
 FG0416.and adjusted by the National Geodetic Survey in June 1991..
 FG0416
 FG0416.The geoid height was determined by GEOID03.
 FG0416
 FG0416.The dynamic height is computed by dividing the NAVD 88
 FG0416.geopotential number by the normal gravity value computed on the
 FG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0416.degrees latitude (g = 980.6199 gals.).
 FG0416
 FG0416.The modeled gravity was interpolated from observed gravity values.
 FG0416
 FG0416;                    North         East    Units  Estimated Accuracy
 FG0416;SPC AR N     -    82,000.      347,630.      MT  (+/- 180 meters Scaled)
 FG0416
 FG0416                          SUPERSEDED SURVEY CONTROL
 FG0416
 FG0416  NGVD 29 (??/??/92)  103.219  (m)          338.64   (f) ADJ UNCH    2 0
 FG0416
 FG0416.Superseded values are not recommended for survey control.
 FG0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0416.See file dsdata.txt to determine how the superseded data were derived.
 FG0416
 FG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU388810(NAD 83)
 FG0416_MARKER: DB = BENCH MARK DISK
 FG0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0416_STAMPING: X 100 1935
 FG0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0416+STABILITY: SURFACE MOTION
 FG0416
 FG0416  HISTORY     - Date     Condition        Report By
 FG0416  HISTORY     - 1935     MONUMENTED       CGS
 FG0416
 FG0416                          STATION DESCRIPTION
 FG0416
 FG0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0416'1.7 MI N FROM BIGELOW.
 FG0416'1.7 MILES NORTH ALONG STATE HIGHWAY 113 FROM THE CHICAGO, ROCK ISLAND
 FG0416'AND PACIFIC RAILWAY STATION AT BIGELOW, THENCE 5.8 MILES NORTHEAST
 FG0416'ALONG STATE HIGHWAY 60, 0.7 MILE SOUTHWEST OF THE ROSENWALD SCHOOL
 FG0416'(NEGRO), 88 FEET NORTHWEST OF A 36-INCH OAK TREE, 75 FEET NORTH OF THE
 FG0416'NORTHEAST CORNER OF A FRAME STORE, 48.8 FEET EAST OF THE NORTHEAST
 FG0416'CORNER OF THE MRS. J.A. NATEL HOUSE, 40 FEET WEST OF THE CENTERLINE OF
 FG0416'THE HIGHWAY, AND 1 FOOT EAST OF THE YARD FENCE.  A STANDARD DISK,
 FG0416'STAMPED X 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1130 ***********************************************************************
 FG1130  DESIGNATION -  X 101
 FG1130  PID         -  FG1130
 FG1130  STATE/COUNTY-  AR/PERRY
 FG1130  USGS QUAD   -  CASA (1972)
 FG1130
 FG1130                         *CURRENT SURVEY CONTROL
 FG1130  ___________________________________________________________________
 FG1130* NAD 83(1986)-  35 02 10.     (N)    093 02 06.     (W)     SCALED    
 FG1130* NAVD 88     -       102.385  (meters)     335.91   (feet)  ADJUSTED  
 FG1130  ___________________________________________________________________
 FG1130  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FG1130  DYNAMIC HT  -         102.286 (meters)     335.58  (feet)  COMP
 FG1130  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FG1130
 FG1130  VERT ORDER  -  SECOND    CLASS 0
 FG1130
 FG1130.The horizontal coordinates were scaled from a topographic map and have
 FG1130.an estimated accuracy of +/- 6 seconds.
 FG1130
 FG1130.The orthometric height was determined by differential leveling
 FG1130.and adjusted by the National Geodetic Survey in June 1991..
 FG1130
 FG1130.The geoid height was determined by GEOID03.
 FG1130
 FG1130.The dynamic height is computed by dividing the NAVD 88
 FG1130.geopotential number by the normal gravity value computed on the
 FG1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1130.degrees latitude (g = 980.6199 gals.).
 FG1130
 FG1130.The modeled gravity was interpolated from observed gravity values.
 FG1130
 FG1130;                    North         East    Units  Estimated Accuracy
 FG1130;SPC AR N     -    78,460.      305,560.      MT  (+/- 180 meters Scaled)
 FG1130
 FG1130                          SUPERSEDED SURVEY CONTROL
 FG1130
 FG1130  NGVD 29 (??/??/92)  102.378  (m)          335.89   (f) ADJ UNCH    2 0
 FG1130
 FG1130.Superseded values are not recommended for survey control.
 FG1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1130.See file dsdata.txt to determine how the superseded data were derived.
 FG1130
 FG1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU968770(NAD 83)
 FG1130_MARKER: DB = BENCH MARK DISK
 FG1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1130_STAMPING: X 101 1935
 FG1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1130+STABILITY: SURFACE MOTION
 FG1130
 FG1130  HISTORY     - Date     Condition        Report By
 FG1130  HISTORY     - 1935     MONUMENTED       CGS
 FG1130
 FG1130                          STATION DESCRIPTION
 FG1130
 FG1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1130'1.3 MI N FROM CASA.
 FG1130'1.3 MILES NORTH ALONG THE PETIT JEAN MOUNTAIN ROAD FROM THE CHICAGO,
 FG1130'ROCK ISLAND AND PACIFIC RAILWAY STATION AT CASA, PERRY COUNTY, 0.3
 FG1130'MILE NORTH OF A WOODEN BRIDGE OVER BIG CREEK, 250 FEET SOUTHEAST OF
 FG1130'THE WILL ROUSE FARMHOUSE, 135 FEET SOUTHWEST OF A WOODEN BRIDGE UNDER
 FG1130'THE ROAD, 110 FEET WEST OF THE CENTERLINE OF THE ROAD, 80 FEET SOUTH
 FG1130'OF THE NORTHEAST CORNER OF A FENCE, AND 8 FEET EAST OF AN 18-INCH TWIN
 FG1130'ELM TREE.  A STANDARD DISK, STAMPED X 101 1935 AND SET IN THE TOP OF A
 FG1130'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1088 ***********************************************************************
 EJ1088  DESIGNATION -  X 103
 EJ1088  PID         -  EJ1088
 EJ1088  STATE/COUNTY-  AR/YELL
 EJ1088  USGS QUAD   -  PLAINVIEW (1968)
 EJ1088
 EJ1088                         *CURRENT SURVEY CONTROL
 EJ1088  ___________________________________________________________________
 EJ1088* NAD 83(1986)-  34 55 17.     (N)    093 19 35.     (W)     SCALED    
 EJ1088* NAVD 88     -       153.599  (meters)     503.93   (feet)  ADJUSTED  
 EJ1088  ___________________________________________________________________
 EJ1088  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EJ1088  DYNAMIC HT  -         153.448 (meters)     503.44  (feet)  COMP
 EJ1088  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 EJ1088
 EJ1088  VERT ORDER  -  SECOND    CLASS 0
 EJ1088
 EJ1088.The horizontal coordinates were scaled from a topographic map and have
 EJ1088.an estimated accuracy of +/- 6 seconds.
 EJ1088
 EJ1088.The orthometric height was determined by differential leveling
 EJ1088.and adjusted by the National Geodetic Survey in June 1991..
 EJ1088
 EJ1088.The geoid height was determined by GEOID03.
 EJ1088
 EJ1088.The dynamic height is computed by dividing the NAVD 88
 EJ1088.geopotential number by the normal gravity value computed on the
 EJ1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1088.degrees latitude (g = 980.6199 gals.).
 EJ1088
 EJ1088.The modeled gravity was interpolated from observed gravity values.
 EJ1088
 EJ1088;                    North         East    Units  Estimated Accuracy
 EJ1088;SPC AR N     -    66,060.      278,800.      MT  (+/- 180 meters Scaled)
 EJ1088
 EJ1088                          SUPERSEDED SURVEY CONTROL
 EJ1088
 EJ1088  NGVD 29 (??/??/92)  153.558  (m)          503.80   (f) ADJ UNCH    2 0
 EJ1088
 EJ1088.Superseded values are not recommended for survey control.
 EJ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1088.See file dsdata.txt to determine how the superseded data were derived.
 EJ1088
 EJ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU701643(NAD 83)
 EJ1088_MARKER: DB = BENCH MARK DISK
 EJ1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1088_STAMPING: X 103 1935
 EJ1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1088+STABILITY: SURFACE MOTION
 EJ1088
 EJ1088  HISTORY     - Date     Condition        Report By
 EJ1088  HISTORY     - 1935     MONUMENTED       CGS
 EJ1088
 EJ1088                          STATION DESCRIPTION
 EJ1088
 EJ1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1088'6.4 MI S FROM PLAINVIEW.
 EJ1088'6.4 MILES SOUTH ALONG THE STEVE ROAD FROM THE HIGH SCHOOL AT
 EJ1088'PLAINVIEW, YELL COUNTY, 2.7 MILES SOUTH OF THE SUMMIT OF FOURCHE
 EJ1088'MOUNTAIN, 2 MILES SOUTH OF THE D.W. CHESNEY FARMHOUSE, 0.25 MILE
 EJ1088'SOUTHEAST OF THE SOUTH FORD ACROSS HOGAN CREEK, 150 FEET SOUTH OF A
 EJ1088'SHARP CURVE IN THE ROAD, AND 19.3 FEET EAST OF THE CENTER LINE OF THE
 EJ1088'ROAD.  A STANDARD DISK, STAMPED X 103 1935 AND SET IN THE TOP OF A
 EJ1088'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1014 ***********************************************************************
 EJ1014  DESIGNATION -  X 104
 EJ1014  PID         -  EJ1014
 EJ1014  STATE/COUNTY-  AR/GARLAND
 EJ1014  USGS QUAD   -  JESSIEVILLE (1976)
 EJ1014
 EJ1014                         *CURRENT SURVEY CONTROL
 EJ1014  ___________________________________________________________________
 EJ1014* NAD 83(1986)-  34 39 36.     (N)    093 06 13.     (W)     SCALED    
 EJ1014* NAVD 88     -       232.030  (meters)     761.25   (feet)  ADJUSTED  
 EJ1014  ___________________________________________________________________
 EJ1014  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EJ1014  DYNAMIC HT  -         231.802 (meters)     760.50  (feet)  COMP
 EJ1014  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 EJ1014
 EJ1014  VERT ORDER  -  SECOND    CLASS 0
 EJ1014
 EJ1014.The horizontal coordinates were scaled from a topographic map and have
 EJ1014.an estimated accuracy of +/- 6 seconds.
 EJ1014
 EJ1014.The orthometric height was determined by differential leveling
 EJ1014.and adjusted by the National Geodetic Survey in June 1991..
 EJ1014
 EJ1014.The geoid height was determined by GEOID03.
 EJ1014
 EJ1014.The dynamic height is computed by dividing the NAVD 88
 EJ1014.geopotential number by the normal gravity value computed on the
 EJ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1014.degrees latitude (g = 980.6199 gals.).
 EJ1014
 EJ1014.The modeled gravity was interpolated from observed gravity values.
 EJ1014
 EJ1014;                    North         East    Units  Estimated Accuracy
 EJ1014;SPC AR S     -   621,640.      298,840.      MT  (+/- 180 meters Scaled)
 EJ1014
 EJ1014                          SUPERSEDED SURVEY CONTROL
 EJ1014
 EJ1014  NGVD 29 (??/??/92)  232.016  (m)          761.21   (f) ADJ UNCH    2 0
 EJ1014
 EJ1014.Superseded values are not recommended for survey control.
 EJ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1014.See file dsdata.txt to determine how the superseded data were derived.
 EJ1014
 EJ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU905353(NAD 83)
 EJ1014_MARKER: DB = BENCH MARK DISK
 EJ1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1014_STAMPING: X 104 1935
 EJ1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1014+STABILITY: SURFACE MOTION
 EJ1014
 EJ1014  HISTORY     - Date     Condition        Report By
 EJ1014  HISTORY     - 1935     MONUMENTED       CGS
 EJ1014  HISTORY     - 1939     GOOD             NGS
 EJ1014  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1014
 EJ1014                          STATION DESCRIPTION
 EJ1014
 EJ1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1014'2.1 MI W FROM BLUE SPRINGS.
 EJ1014'2.1 MILES WEST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE ABANDONED
 EJ1014'SCHOOL AT BLUE SPRINGS, GARLAND COUNTY, 225 FEET NORTHWEST OF A WOODEN
 EJ1014'RAILROAD TRESTLE, 200 FEET NORTHWEST OF A FORD ACROSS A SMALL CREEK,
 EJ1014'AT THE SUMMIT OF A HILL, 90 FEET NORTH OF THE SOUTHEAST END OF A
 EJ1014'RAILROAD CUT, AND 27.4 FEET NORTH OF THE CENTER LINE OF THE ROAD. A
 EJ1014'STANDARD DISK, STAMPED X 104 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1014'POST.
 EJ1014
 EJ1014                          STATION RECOVERY (1998)
 EJ1014
 EJ1014'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0824 ***********************************************************************
 EJ0824  DESIGNATION -  X 105
 EJ0824  PID         -  EJ0824
 EJ0824  STATE/COUNTY-  AR/SALINE
 EJ0824  USGS QUAD   -  LONSDALE (1984)
 EJ0824
 EJ0824                         *CURRENT SURVEY CONTROL
 EJ0824  ___________________________________________________________________
 EJ0824* NAD 83(1986)-  34 36 42.     (N)    092 48 16.     (W)     SCALED    
 EJ0824* NAVD 88     -       158.081  (meters)     518.64   (feet)  ADJUSTED  
 EJ0824  ___________________________________________________________________
 EJ0824  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EJ0824  DYNAMIC HT  -         157.929 (meters)     518.14  (feet)  COMP
 EJ0824  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 EJ0824
 EJ0824  VERT ORDER  -  SECOND    CLASS 0
 EJ0824
 EJ0824.The horizontal coordinates were scaled from a topographic map and have
 EJ0824.an estimated accuracy of +/- 6 seconds.
 EJ0824
 EJ0824.The orthometric height was determined by differential leveling
 EJ0824.and adjusted by the National Geodetic Survey in June 1991..
 EJ0824
 EJ0824.The geoid height was determined by GEOID03.
 EJ0824
 EJ0824.The dynamic height is computed by dividing the NAVD 88
 EJ0824.geopotential number by the normal gravity value computed on the
 EJ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0824.degrees latitude (g = 980.6199 gals.).
 EJ0824
 EJ0824.The modeled gravity was interpolated from observed gravity values.
 EJ0824
 EJ0824;                    North         East    Units  Estimated Accuracy
 EJ0824;SPC AR S     -   616,020.      326,220.      MT  (+/- 180 meters Scaled)
 EJ0824
 EJ0824                          SUPERSEDED SURVEY CONTROL
 EJ0824
 EJ0824  NGVD 29 (??/??/92)  158.088  (m)          518.66   (f) ADJ UNCH    2 0
 EJ0824
 EJ0824.Superseded values are not recommended for survey control.
 EJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0824.See file dsdata.txt to determine how the superseded data were derived.
 EJ0824
 EJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU179299(NAD 83)
 EJ0824_MARKER: DB = BENCH MARK DISK
 EJ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0824_STAMPING: X 105 1935
 EJ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0824+STABILITY: SURFACE MOTION
 EJ0824
 EJ0824  HISTORY     - Date     Condition        Report By
 EJ0824  HISTORY     - 1935     MONUMENTED       CGS
 EJ0824
 EJ0824                          STATION DESCRIPTION
 EJ0824
 EJ0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0824'18.3 MI NE FROM HOT SPRINGS.
 EJ0824'IN SALINE COUNTY, 18.3 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE
 EJ0824'HOKE SMITH MONUMENT AT HOT SPRINGS, GARLAND COUNTY, 2 MILES WEST OF
 EJ0824'THE JUNCTION OF STATE HIGHWAY 9, 1.4 MILES WEST OF A STEEL BRIDGE OVER
 EJ0824'SALINE RIVER, 325 FEET EAST OF THE JUNCTION OF A GRADED ROAD LEADING
 EJ0824'SOUTH, 300 FEET NORTHEAST OF THE LEE BURNETT FARMHOUSE, 168 FEET WEST
 EJ0824'OF A CONCRETE CULVERT UNDER THE HIGHWAY, 25.5 FEET SOUTH OF THE CENTER
 EJ0824'LINE OF THE HIGHWAY, AND 5.1 FEET WEST OF A NORTHEAST FENCE CORNER. A
 EJ0824'STANDARD DISK, STAMPED X 105 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0824'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0651 ***********************************************************************
 FG0651  DESIGNATION -  X 106
 FG0651  PID         -  FG0651
 FG0651  STATE/COUNTY-  AR/POPE
 FG0651  USGS QUAD   -  SMYRNA (1980)
 FG0651
 FG0651                         *CURRENT SURVEY CONTROL
 FG0651  ___________________________________________________________________
 FG0651* NAD 83(1986)-  35 38 43.     (N)    092 58 55.     (W)     SCALED    
 FG0651* NAVD 88     -       394.408  (meters)    1293.99   (feet)  ADJUSTED  
 FG0651  ___________________________________________________________________
 FG0651  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FG0651  DYNAMIC HT  -         394.019 (meters)    1292.71  (feet)  COMP
 FG0651  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 FG0651
 FG0651  VERT ORDER  -  SECOND    CLASS 0
 FG0651
 FG0651.The horizontal coordinates were scaled from a topographic map and have
 FG0651.an estimated accuracy of +/- 6 seconds.
 FG0651
 FG0651.The orthometric height was determined by differential leveling
 FG0651.and adjusted by the National Geodetic Survey in June 1991..
 FG0651
 FG0651.The geoid height was determined by GEOID03.
 FG0651
 FG0651.The dynamic height is computed by dividing the NAVD 88
 FG0651.geopotential number by the normal gravity value computed on the
 FG0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0651.degrees latitude (g = 980.6199 gals.).
 FG0651
 FG0651.The modeled gravity was interpolated from observed gravity values.
 FG0651
 FG0651;                    North         East    Units  Estimated Accuracy
 FG0651;SPC AR N     -   145,990.      311,080.      MT  (+/- 180 meters Scaled)
 FG0651
 FG0651                          SUPERSEDED SURVEY CONTROL
 FG0651
 FG0651  NGVD 29 (??/??/92)  394.325  (m)         1293.71   (f) ADJ UNCH    2 0
 FG0651
 FG0651.Superseded values are not recommended for survey control.
 FG0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0651.See file dsdata.txt to determine how the superseded data were derived.
 FG0651
 FG0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV016446(NAD 83)
 FG0651_MARKER: DB = BENCH MARK DISK
 FG0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0651_STAMPING: X 106 1935
 FG0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0651+STABILITY: SURFACE MOTION
 FG0651
 FG0651  HISTORY     - Date     Condition        Report By
 FG0651  HISTORY     - 1935     MONUMENTED       CGS
 FG0651
 FG0651                          STATION DESCRIPTION
 FG0651
 FG0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0651'1.9 MI E FROM CAMP VICTOR.
 FG0651'1.9 MILES EAST ALONG THE VICTOR ROAD FROM THE MESS HALL AT CAMP
 FG0651'VICTOR, POPE COUNTY, AT THE EAST END OF A CURVE AT THE FOOT OF A HILL,
 FG0651'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 37 FEET NORTHEAST OF THE
 FG0651'NORTHEAST EDGE OF A 8-BY 8-FOOT SANDSTONE BOULDER, 17 FEET SOUTHWEST
 FG0651'OF THE CENTER OF A DRAINAGE DITCH, 8 1/2 FEET WEST OF TWO BLAZED
 FG0651'12-INCH PINE TREES 5 1/2 FEET APART.  A STANDARD DISK, STAMPED X 106
 FG0651'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1579 ***********************************************************************
 EJ1579  DESIGNATION -  X 107
 EJ1579  PID         -  EJ1579
 EJ1579  STATE/COUNTY-  AR/LONOKE
 EJ1579  USGS QUAD   -  JACKSONVILLE (1987)
 EJ1579
 EJ1579                         *CURRENT SURVEY CONTROL
 EJ1579  ___________________________________________________________________
 EJ1579* NAD 83(1986)-  34 47 06.     (N)    092 00 40.     (W)     SCALED    
 EJ1579* NAVD 88     -        72.091  (meters)     236.52   (feet)  ADJUSTED  
 EJ1579  ___________________________________________________________________
 EJ1579  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EJ1579  DYNAMIC HT  -          72.024 (meters)     236.30  (feet)  COMP
 EJ1579  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 EJ1579
 EJ1579  VERT ORDER  -  FIRST     CLASS II
 EJ1579
 EJ1579.The horizontal coordinates were scaled from a topographic map and have
 EJ1579.an estimated accuracy of +/- 6 seconds.
 EJ1579
 EJ1579.The orthometric height was determined by differential leveling
 EJ1579.and adjusted by the National Geodetic Survey in June 1991..
 EJ1579
 EJ1579.The geoid height was determined by GEOID03.
 EJ1579
 EJ1579.The dynamic height is computed by dividing the NAVD 88
 EJ1579.geopotential number by the normal gravity value computed on the
 EJ1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1579.degrees latitude (g = 980.6199 gals.).
 EJ1579
 EJ1579.The modeled gravity was interpolated from observed gravity values.
 EJ1579
 EJ1579;                    North         East    Units  Estimated Accuracy
 EJ1579;SPC AR S     -   634,960.      398,980.      MT  (+/- 180 meters Scaled)
 EJ1579
 EJ1579                          SUPERSEDED SURVEY CONTROL
 EJ1579
 EJ1579  NGVD 29 (??/??/92)   72.115  (m)          236.60   (f) ADJ UNCH    1 2
 EJ1579
 EJ1579.Superseded values are not recommended for survey control.
 EJ1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1579.See file dsdata.txt to determine how the superseded data were derived.
 EJ1579
 EJ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU904496(NAD 83)
 EJ1579_MARKER: DB = BENCH MARK DISK
 EJ1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1579_STAMPING: X 107 1954
 EJ1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1579+STABILITY: SURFACE MOTION
 EJ1579
 EJ1579  HISTORY     - Date     Condition        Report By
 EJ1579  HISTORY     - 1954     MONUMENTED       CGS
 EJ1579
 EJ1579                          STATION DESCRIPTION
 EJ1579
 EJ1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EJ1579'6.25 MI W FROM LONOKE.
 EJ1579'6.25 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EJ1579'FROM THE STATION AT LONOKE, 0.25 MILE WEST OF TRESTLE 117.5, 0.1 MILE
 EJ1579'NORTHWEST OF A FARMHOUSE, 95 FEET NORTH OF THE NORTH RAIL, 61 FEET
 EJ1579'NORTHEAST OF A TELEPHONE POLE, 9 FEET SOUTHEAST OF A 26 INCH OAK TREE,
 EJ1579'6 FEET SOUTHWEST OF A 20 INCH OAK TREE, 3.3 FEET SOUTH OF A FENCE, 3
 EJ1579'FEET EAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, 0.8
 EJ1579'MILE EAST OF BENCH MARK V 107 SET IN THE TOP OF A CONCRETE POST WHICH
 EJ1579'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2193 ***********************************************************************
 EH2193  DESIGNATION -  X 108
 EH2193  PID         -  EH2193
 EH2193  STATE/COUNTY-  AR/PRAIRIE
 EH2193  USGS QUAD   -  CARLISLE (1994)
 EH2193
 EH2193                         *CURRENT SURVEY CONTROL
 EH2193  ___________________________________________________________________
 EH2193* NAD 83(1986)-  34 45 53.     (N)    091 38 19.     (W)     SCALED    
 EH2193* NAVD 88     -        70.018  (meters)     229.72   (feet)  ADJUSTED  
 EH2193  ___________________________________________________________________
 EH2193  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2193  DYNAMIC HT  -          69.952 (meters)     229.50  (feet)  COMP
 EH2193  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 EH2193
 EH2193  VERT ORDER  -  FIRST     CLASS II
 EH2193
 EH2193.This mark is at Hazen Municipal Airport (6M0)
 EH2193
 EH2193.The horizontal coordinates were scaled from a topographic map and have
 EH2193.an estimated accuracy of +/- 6 seconds.
 EH2193
 EH2193.The orthometric height was determined by differential leveling
 EH2193.and adjusted by the National Geodetic Survey in June 1991..
 EH2193
 EH2193.The geoid height was determined by GEOID03.
 EH2193
 EH2193.The dynamic height is computed by dividing the NAVD 88
 EH2193.geopotential number by the normal gravity value computed on the
 EH2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2193.degrees latitude (g = 980.6199 gals.).
 EH2193
 EH2193.The modeled gravity was interpolated from observed gravity values.
 EH2193
 EH2193;                    North         East    Units  Estimated Accuracy
 EH2193;SPC AR S     -   632,770.      433,090.      MT  (+/- 180 meters Scaled)
 EH2193
 EH2193                          SUPERSEDED SURVEY CONTROL
 EH2193
 EH2193  NGVD 29 (??/??/??)   70.030  (m)          229.76   (f) ADJUSTED    1 2
 EH2193
 EH2193.Superseded values are not recommended for survey control.
 EH2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2193.See file dsdata.txt to determine how the superseded data were derived.
 EH2193
 EH2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU245477(NAD 83)
 EH2193_MARKER: DB = BENCH MARK DISK
 EH2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2193_STAMPING: X 108 1954
 EH2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2193+STABILITY: SURFACE MOTION
 EH2193
 EH2193  HISTORY     - Date     Condition        Report By
 EH2193  HISTORY     - 1954     MONUMENTED       CGS
 EH2193  HISTORY     - 20030609 MARK NOT FOUND   USACE
 EH2193
 EH2193                          STATION DESCRIPTION
 EH2193
 EH2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2193'4.8 MI SW FROM HAZEN.
 EH2193'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2193'FROM THE STATION AT HAZEN, THENCE 1.15 MILES SOUTH ALONG A GRAVELED
 EH2193'ROAD, THENCE 0.15 MILE EAST ALONG THE NORTH SIDE OF THE MAIN EAST AND
 EH2193'WEST RUNWAY AT THE HAZEN AIRPORT, 153 FEET NORTHWEST OF THE
 EH2193'INTERSECTION OF THE CENTER LINES OF THE EAST AND WEST RUNWAY AND THE
 EH2193'NORTH AND SOUTH RUNWAY, 41 FEET WEST OF THE WEST SIDE OF THE NORTH AND
 EH2193'SOUTH RUNWAY, 40 FEET NORTH OF THE NORTH SIDE OF THE EAST AND WEST
 EH2193'RUNWAY, 2.8 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 EH2193'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH2193
 EH2193                          STATION RECOVERY (2003)
 EH2193
 EH2193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2019 ***********************************************************************
 EH2019  DESIGNATION -  X 109
 EH2019  PID         -  EH2019
 EH2019  STATE/COUNTY-  AR/PRAIRIE
 EH2019  USGS QUAD   -  DES ARC WEST (1994)
 EH2019
 EH2019                         *CURRENT SURVEY CONTROL
 EH2019  ___________________________________________________________________
 EH2019* NAD 83(1986)-  34 58 41.     (N)    091 33 48.     (W)     SCALED    
 EH2019* NAVD 88     -        64.651  (meters)     212.11   (feet)  ADJUSTED  
 EH2019  ___________________________________________________________________
 EH2019  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EH2019  DYNAMIC HT  -          64.591 (meters)     211.91  (feet)  COMP
 EH2019  MODELED GRAV-     979,710.8   (mgal)                       NAVD 88
 EH2019
 EH2019  VERT ORDER  -  FIRST     CLASS II
 EH2019
 EH2019.The horizontal coordinates were scaled from a topographic map and have
 EH2019.an estimated accuracy of +/- 6 seconds.
 EH2019
 EH2019.The orthometric height was determined by differential leveling
 EH2019.and adjusted by the National Geodetic Survey in June 1991..
 EH2019
 EH2019.The geoid height was determined by GEOID03.
 EH2019
 EH2019.The dynamic height is computed by dividing the NAVD 88
 EH2019.geopotential number by the normal gravity value computed on the
 EH2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2019.degrees latitude (g = 980.6199 gals.).
 EH2019
 EH2019.The modeled gravity was interpolated from observed gravity values.
 EH2019
 EH2019;                    North         East    Units  Estimated Accuracy
 EH2019;SPC AR S     -   656,460.      439,880.      MT  (+/- 180 meters Scaled)
 EH2019
 EH2019                          SUPERSEDED SURVEY CONTROL
 EH2019
 EH2019  NGVD 29 (??/??/??)   64.650  (m)          212.11   (f) ADJUSTED    1 2
 EH2019
 EH2019.Superseded values are not recommended for survey control.
 EH2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2019.See file dsdata.txt to determine how the superseded data were derived.
 EH2019
 EH2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311715(NAD 83)
 EH2019_MARKER: DB = BENCH MARK DISK
 EH2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2019_STAMPING: X 109 1954
 EH2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2019+STABILITY: SURFACE MOTION
 EH2019
 EH2019  HISTORY     - Date     Condition        Report By
 EH2019  HISTORY     - 1954     MONUMENTED       CGS
 EH2019  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH2019
 EH2019                          STATION DESCRIPTION
 EH2019
 EH2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2019'3.9 MI W FROM DES ARC.
 EH2019'3.9 MILES WEST ALONG STATE HIGHWAYS 11 AND 38 FROM THE POST OFFICE AT
 EH2019'DES ARC, AT A JUNCTION OF STATE HIGHWAYS 11 AND 38, 245 FEET NORTHWEST
 EH2019'OF THE CENTER LINE OF THE HIGHWAY, 136 FEET NORTHWEST OF THE NORTHWEST
 EH2019'CORNER OF A SERVICE STATION, 46 FEET WEST OF THE CENTER LINE OF A DIRT
 EH2019'ROAD LEADING NORTH, AT A CURVE IN THE HIGHWAY, 32 FEET WEST OF A
 EH2019'FENCE, 23 FEET NORTHWEST OF A POWER POLE, 2.7 FEET EAST OF A WITNESS
 EH2019'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 EH2019'THE GROUND.
 EH2019
 EH2019                          STATION RECOVERY (2003)
 EH2019
 EH2019'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0342 ***********************************************************************
 DL0342  DESIGNATION -  X 11
 DL0342  PID         -  DL0342
 DL0342  STATE/COUNTY-  AR/CALHOUN
 DL0342  USGS QUAD   -  HOPEVILLE (1985)
 DL0342
 DL0342                         *CURRENT SURVEY CONTROL
 DL0342  ___________________________________________________________________
 DL0342* NAD 83(1986)-  33 45 43.     (N)    092 31 56.     (W)     SCALED    
 DL0342* NAVD 88     -        98.171  (meters)     322.08   (feet)  ADJUSTED  
 DL0342  ___________________________________________________________________
 DL0342  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DL0342  DYNAMIC HT  -          98.071 (meters)     321.75  (feet)  COMP
 DL0342  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 DL0342
 DL0342  VERT ORDER  -  SECOND    CLASS 0
 DL0342
 DL0342.The horizontal coordinates were scaled from a topographic map and have
 DL0342.an estimated accuracy of +/- 6 seconds.
 DL0342
 DL0342.The orthometric height was determined by differential leveling
 DL0342.and adjusted by the National Geodetic Survey in June 1991..
 DL0342
 DL0342.The geoid height was determined by GEOID03.
 DL0342
 DL0342.The dynamic height is computed by dividing the NAVD 88
 DL0342.geopotential number by the normal gravity value computed on the
 DL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0342.degrees latitude (g = 980.6199 gals.).
 DL0342
 DL0342.The modeled gravity was interpolated from observed gravity values.
 DL0342
 DL0342;                    North         East    Units  Estimated Accuracy
 DL0342;SPC AR S     -   521,610.      350,700.      MT  (+/- 180 meters Scaled)
 DL0342
 DL0342                          SUPERSEDED SURVEY CONTROL
 DL0342
 DL0342  NGVD 29 (??/??/92)   98.213  (m)          322.22   (f) ADJ UNCH    2 0
 DL0342
 DL0342.Superseded values are not recommended for survey control.
 DL0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0342.See file dsdata.txt to determine how the superseded data were derived.
 DL0342
 DL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT433358(NAD 83)
 DL0342_MARKER: DB = BENCH MARK DISK
 DL0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0342_STAMPING: 322.342 X 11 1932
 DL0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0342+STABILITY: SURFACE MOTION
 DL0342
 DL0342  HISTORY     - Date     Condition        Report By
 DL0342  HISTORY     - 1932     MONUMENTED       CGS
 DL0342  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL0342
 DL0342                          STATION DESCRIPTION
 DL0342
 DL0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DL0342'2.5 MI SW FROM THORNTON.
 DL0342'ABOUT 2-1/2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0342'FROM THE STATION AT THORNTON, CALHOUN COUNTY, AT LITTLE BAY, 32 FEET
 DL0342'SOUTHWEST OF THE SIXTEENTH POLE SOUTHWEST OF MILEPOST 315, ABOUT 100
 DL0342'YARDS SOUTH OF A LARGE SAWDUST PILE, AT A ROAD CROSSING, 43 FEET
 DL0342'SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 36 FEET SOUTHEAST OF THE
 DL0342'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 322.342 X 11 1932
 DL0342'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIBED LOCATION
 DL0342'IS BEING USED FOR A POLE YARD.
 DL0342
 DL0342                          STATION RECOVERY (1973)
 DL0342
 DL0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DL0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2038 ***********************************************************************
 EH2038  DESIGNATION -  X 111 RESET
 EH2038  PID         -  EH2038
 EH2038  STATE/COUNTY-  AR/LONOKE
 EH2038  USGS QUAD   -  CARLISLE (1994)
 EH2038
 EH2038                         *CURRENT SURVEY CONTROL
 EH2038  ___________________________________________________________________
 EH2038* NAD 83(1986)-  34 50 55.     (N)    091 44 55.     (W)     SCALED    
 EH2038* NAVD 88     -        69.36   (meters)     227.6    (feet)  RESET     
 EH2038  ___________________________________________________________________
 EH2038  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH2038
 EH2038  VERT ORDER  -  THIRD
 EH2038
 EH2038.The horizontal coordinates were scaled from a topographic map and have
 EH2038.an estimated accuracy of +/- 6 seconds.
 EH2038
 EH2038.The orthometric height was computed from unverified reset data.
 EH2038.No vertical observational check was made to the station.
 EH2038
 EH2038.The geoid height was determined by GEOID03.
 EH2038
 EH2038;                    North         East    Units  Estimated Accuracy
 EH2038;SPC AR S     -   642,040.      422,990.      MT  (+/- 180 meters Scaled)
 EH2038
 EH2038                          SUPERSEDED SURVEY CONTROL
 EH2038
 EH2038  NGVD 29 (??/??/??)   69.37   (m)          227.6    (f) RESET       3  
 EH2038
 EH2038.Superseded values are not recommended for survey control.
 EH2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2038.See file dsdata.txt to determine how the superseded data were derived.
 EH2038
 EH2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU144569(NAD 83)
 EH2038_MARKER: DB = BENCH MARK DISK
 EH2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2038_STAMPING: X 111 RESET 1963
 EH2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2038+STABILITY: SURFACE MOTION
 EH2038
 EH2038  HISTORY     - Date     Condition        Report By
 EH2038  HISTORY     - 1963     MONUMENTED       CGS
 EH2038
 EH2038                          STATION DESCRIPTION
 EH2038
 EH2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EH2038'4.7 MI N FROM CARLISLE.
 EH2038'LOCATED 4.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK
 EH2038'ISLAND AND PACIFIC RAILROAD STATION AT CARLISLE, ON THE WEST SIDE OF
 EH2038'THE HIGHWAY, 1 FOOT NORTH OF A FENCE CORNER, 42 FEET WEST OF THE
 EH2038'CENTER OF THE ROAD, 309 FEET NORTH OF THE CENTER OF THE CROSSROAD,
 EH2038'ABOUT 60 FEET SOUTH OF A MOUND OF DIRT, 1 FOOT SOUTH OF A METAL
 EH2038'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 EH2038'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1640 ***********************************************************************
 EH1640  DESIGNATION -  X 112
 EH1640  PID         -  EH1640
 EH1640  STATE/COUNTY-  AR/ARKANSAS
 EH1640  USGS QUAD   -  LODGE CORNER (1968)
 EH1640
 EH1640                         *CURRENT SURVEY CONTROL
 EH1640  ___________________________________________________________________
 EH1640* NAD 83(1986)-  34 20 10.     (N)    091 32 06.     (W)     SCALED    
 EH1640* NAVD 88     -        61.931  (meters)     203.19   (feet)  ADJUSTED  
 EH1640  ___________________________________________________________________
 EH1640  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EH1640  DYNAMIC HT  -          61.871 (meters)     202.99  (feet)  COMP
 EH1640  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 EH1640
 EH1640  VERT ORDER  -  FIRST     CLASS II
 EH1640
 EH1640.The horizontal coordinates were scaled from a topographic map and have
 EH1640.an estimated accuracy of +/- 6 seconds.
 EH1640
 EH1640.The orthometric height was determined by differential leveling
 EH1640.and adjusted by the National Geodetic Survey in August 1993..
 EH1640
 EH1640.The geoid height was determined by GEOID03.
 EH1640
 EH1640.The dynamic height is computed by dividing the NAVD 88
 EH1640.geopotential number by the normal gravity value computed on the
 EH1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1640.degrees latitude (g = 980.6199 gals.).
 EH1640
 EH1640.The modeled gravity was interpolated from observed gravity values.
 EH1640
 EH1640;                    North         East    Units  Estimated Accuracy
 EH1640;SPC AR S     -   585,260.      442,790.      MT  (+/- 180 meters Scaled)
 EH1640
 EH1640                          SUPERSEDED SURVEY CONTROL
 EH1640
 EH1640  NAVD 88 (06/15/91)   61.977  (m)          203.34   (f) UNKNOWN     1 2
 EH1640  NGVD 29 (??/??/??)   61.992  (m)          203.39   (f) ADJUSTED    1 2
 EH1640
 EH1640.Superseded values are not recommended for survey control.
 EH1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1640.See file dsdata.txt to determine how the superseded data were derived.
 EH1640
 EH1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU347003(NAD 83)
 EH1640_MARKER: DB = BENCH MARK DISK
 EH1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1640_STAMPING: X 112 1954
 EH1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1640+STABILITY: SURFACE MOTION
 EH1640
 EH1640  HISTORY     - Date     Condition        Report By
 EH1640  HISTORY     - 1954     MONUMENTED       CGS
 EH1640  HISTORY     - 20030619 POOR             USACE
 EH1640
 EH1640                          STATION DESCRIPTION
 EH1640
 EH1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1640'2.9 MI N FROM LODGES CORNER.
 EH1640'2.9 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGES
 EH1640'CORNER, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTH
 EH1640'OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 17 FEET SOUTH OF A
 EH1640'POWER POLE, 5 FEET NORTH OF A FENCE CORNER, 2 FEET NORTH OF A WITNESS
 EH1640'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 EH1640'THE GROUND.
 EH1640
 EH1640                          STATION RECOVERY (2003)
 EH1640
 EH1640'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1640'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2352 ***********************************************************************
 EH2352  DESIGNATION -  X 113
 EH2352  PID         -  EH2352
 EH2352  STATE/COUNTY-  AR/PRAIRIE
 EH2352  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2352
 EH2352                         *CURRENT SURVEY CONTROL
 EH2352  ___________________________________________________________________
 EH2352* NAD 83(1986)-  34 34 53.     (N)    091 33 25.     (W)     SCALED    
 EH2352* NAVD 88     -        67.402  (meters)     221.13   (feet)  ADJUSTED  
 EH2352  ___________________________________________________________________
 EH2352  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EH2352  DYNAMIC HT  -          67.338 (meters)     220.92  (feet)  COMP
 EH2352  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 EH2352
 EH2352  VERT ORDER  -  FIRST     CLASS II
 EH2352
 EH2352.The horizontal coordinates were scaled from a topographic map and have
 EH2352.an estimated accuracy of +/- 6 seconds.
 EH2352
 EH2352.The orthometric height was determined by differential leveling
 EH2352.and adjusted by the National Geodetic Survey in June 1991..
 EH2352
 EH2352.The geoid height was determined by GEOID03.
 EH2352
 EH2352.The dynamic height is computed by dividing the NAVD 88
 EH2352.geopotential number by the normal gravity value computed on the
 EH2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2352.degrees latitude (g = 980.6199 gals.).
 EH2352
 EH2352.The modeled gravity was interpolated from observed gravity values.
 EH2352
 EH2352;                    North         East    Units  Estimated Accuracy
 EH2352;SPC AR S     -   612,460.      440,650.      MT  (+/- 180 meters Scaled)
 EH2352
 EH2352                          SUPERSEDED SURVEY CONTROL
 EH2352
 EH2352  NGVD 29 (??/??/??)   67.426  (m)          221.21   (f) ADJUSTED    1 2
 EH2352
 EH2352.Superseded values are not recommended for survey control.
 EH2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2352.See file dsdata.txt to determine how the superseded data were derived.
 EH2352
 EH2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU323275(NAD 83)
 EH2352_MARKER: DB = BENCH MARK DISK
 EH2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2352_STAMPING: X 113 1954
 EH2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2352+STABILITY: SURFACE MOTION
 EH2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2352+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 EH2352
 EH2352  HISTORY     - Date     Condition        Report By
 EH2352  HISTORY     - 1954     MONUMENTED       CGS
 EH2352  HISTORY     - 20030612 GOOD             USACE
 EH2352
 EH2352                          STATION DESCRIPTION
 EH2352
 EH2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2352'5.8 MI N FROM STUTTGART.
 EH2352'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2352'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2352'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2352'ALONG STATE HIGHWAYS 11 AND 30, THENCE 3.0 MILES NORTH ALONG STATE
 EH2352'HIGHWAY 11, 55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 EH2352'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 32 FEET SOUTH OF THE
 EH2352'CENTER LINE OF AN EAST AND WEST ROAD, 4 FEET SOUTH OF A POWER POLE,
 EH2352'4.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH2352'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH2352
 EH2352                          STATION RECOVERY (2003)
 EH2352
 EH2352'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1673 ***********************************************************************
 EH1673  DESIGNATION -  X 114
 EH1673  PID         -  EH1673
 EH1673  STATE/COUNTY-  AR/ARKANSAS
 EH1673  USGS QUAD   -  STUTTGART SOUTH (1968)
 EH1673
 EH1673                         *CURRENT SURVEY CONTROL
 EH1673  ___________________________________________________________________
 EH1673* NAD 83(1986)-  34 28 12.     (N)    091 31 33.     (W)     SCALED    
 EH1673* NAVD 88     -        63.805  (meters)     209.33   (feet)  ADJUSTED  
 EH1673  ___________________________________________________________________
 EH1673  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH1673  DYNAMIC HT  -          63.744 (meters)     209.13  (feet)  COMP
 EH1673  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 EH1673
 EH1673  VERT ORDER  -  FIRST     CLASS II
 EH1673
 EH1673.The horizontal coordinates were scaled from a topographic map and have
 EH1673.an estimated accuracy of +/- 6 seconds.
 EH1673
 EH1673.The orthometric height was determined by differential leveling
 EH1673.and adjusted by the National Geodetic Survey in August 1993..
 EH1673
 EH1673.The geoid height was determined by GEOID03.
 EH1673
 EH1673.The dynamic height is computed by dividing the NAVD 88
 EH1673.geopotential number by the normal gravity value computed on the
 EH1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1673.degrees latitude (g = 980.6199 gals.).
 EH1673
 EH1673.The modeled gravity was interpolated from observed gravity values.
 EH1673
 EH1673;                    North         East    Units  Estimated Accuracy
 EH1673;SPC AR S     -   600,120.      443,560.      MT  (+/- 180 meters Scaled)
 EH1673
 EH1673                          SUPERSEDED SURVEY CONTROL
 EH1673
 EH1673  NAVD 88 (06/15/91)   63.842  (m)          209.46   (f) UNKNOWN     1 2
 EH1673  NGVD 29 (??/??/??)   63.845  (m)          209.46   (f) ADJUSTED    1 2
 EH1673
 EH1673.Superseded values are not recommended for survey control.
 EH1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1673.See file dsdata.txt to determine how the superseded data were derived.
 EH1673
 EH1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU353152(NAD 83)
 EH1673_MARKER: DB = BENCH MARK DISK
 EH1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1673_STAMPING: X 114 1954
 EH1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1673+STABILITY: SURFACE MOTION
 EH1673
 EH1673  HISTORY     - Date     Condition        Report By
 EH1673  HISTORY     - 1954     MONUMENTED       CGS
 EH1673  HISTORY     - 20030619 MARK NOT FOUND   USACE
 EH1673
 EH1673                          STATION DESCRIPTION
 EH1673
 EH1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1673'3.4 MI SE FROM STUTTGART.
 EH1673'3.4 MILES SOUTHEAST ALONG ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1673'STATION AT STUTTGART, 9 POLES SOUTHEAST OF MILEPOST 236, 101 FEET WEST
 EH1673'OF THE SOUTHWEST CORNER OF TRESTLE 236.32, 36 FEET SOUTHWEST OF THE
 EH1673'SOUTHWEST RAIL, 4.5 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 EH1673'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH1673'PROJECTS 0.4 FEET ABOVE THE GROUND.
 EH1673
 EH1673                          STATION RECOVERY (2003)
 EH1673
 EH1673'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1377 ***********************************************************************
 EH1377  DESIGNATION -  X 115
 EH1377  PID         -  EH1377
 EH1377  STATE/COUNTY-  AR/ARKANSAS
 EH1377  USGS QUAD   -  DE WITT SW (1968)
 EH1377
 EH1377                         *CURRENT SURVEY CONTROL
 EH1377  ___________________________________________________________________
 EH1377* NAD 83(1986)-  34 17 35.     (N)    091 23 06.     (W)     SCALED    
 EH1377* NAVD 88     -        59.690  (meters)     195.83   (feet)  ADJUSTED  
 EH1377  ___________________________________________________________________
 EH1377  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH1377  DYNAMIC HT  -          59.632 (meters)     195.64  (feet)  COMP
 EH1377  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 EH1377
 EH1377  VERT ORDER  -  FIRST     CLASS II
 EH1377
 EH1377.The horizontal coordinates were scaled from a topographic map and have
 EH1377.an estimated accuracy of +/- 6 seconds.
 EH1377
 EH1377.The orthometric height was determined by differential leveling
 EH1377.and adjusted by the National Geodetic Survey in August 1993..
 EH1377
 EH1377.The geoid height was determined by GEOID03.
 EH1377
 EH1377.The dynamic height is computed by dividing the NAVD 88
 EH1377.geopotential number by the normal gravity value computed on the
 EH1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1377.degrees latitude (g = 980.6199 gals.).
 EH1377
 EH1377.The modeled gravity was interpolated from observed gravity values.
 EH1377
 EH1377;                    North         East    Units  Estimated Accuracy
 EH1377;SPC AR S     -   580,560.      456,620.      MT  (+/- 180 meters Scaled)
 EH1377
 EH1377                          SUPERSEDED SURVEY CONTROL
 EH1377
 EH1377  NAVD 88 (06/15/91)   59.758  (m)          196.06   (f) UNKNOWN     1 2
 EH1377  NGVD 29 (??/??/??)   59.767  (m)          196.09   (f) ADJUSTED    1 2
 EH1377
 EH1377.Superseded values are not recommended for survey control.
 EH1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1377.See file dsdata.txt to determine how the superseded data were derived.
 EH1377
 EH1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT486958(NAD 83)
 EH1377_MARKER: DB = BENCH MARK DISK
 EH1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1377_STAMPING: X 115 1954
 EH1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1377+STABILITY: SURFACE MOTION
 EH1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1377+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 EH1377
 EH1377  HISTORY     - Date     Condition        Report By
 EH1377  HISTORY     - 1954     MONUMENTED       CGS
 EH1377  HISTORY     - 20030521 GOOD             USACE
 EH1377
 EH1377                          STATION DESCRIPTION
 EH1377
 EH1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1377'3.4 MI W FROM DEWITT.
 EH1377'3.0 MILES WEST ALONG STATE HIGHWAY 152 FROM THE COURTHOUSE AT DEWITT,
 EH1377'THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, AT THE DEWITT COMMERCIAL
 EH1377'AIRPORT, 1.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTH
 EH1377'HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 EH1377'ABOVE THE GROUND.
 EH1377
 EH1377                          STATION RECOVERY (2003)
 EH1377
 EH1377'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1290 ***********************************************************************
 EH1290  DESIGNATION -  X 116
 EH1290  PID         -  EH1290
 EH1290  STATE/COUNTY-  AR/ARKANSAS
 EH1290  USGS QUAD   -  GILLETT (1972)
 EH1290
 EH1290                         *CURRENT SURVEY CONTROL
 EH1290  ___________________________________________________________________
 EH1290* NAD 83(1986)-  34 00 07.     (N)    091 23 05.     (W)     SCALED    
 EH1290* NAVD 88     -        51.048  (meters)     167.48   (feet)  ADJUSTED  
 EH1290  ___________________________________________________________________
 EH1290  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EH1290  DYNAMIC HT  -          50.998 (meters)     167.32  (feet)  COMP
 EH1290  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 EH1290
 EH1290  VERT ORDER  -  FIRST     CLASS II
 EH1290
 EH1290.The horizontal coordinates were scaled from a topographic map and have
 EH1290.an estimated accuracy of +/- 6 seconds.
 EH1290
 EH1290.The orthometric height was determined by differential leveling
 EH1290.and adjusted by the National Geodetic Survey in June 1991..
 EH1290.WARNING-Repeat measurements at this control monument indicate possible
 EH1290.vertical movement.
 EH1290
 EH1290.The geoid height was determined by GEOID03.
 EH1290
 EH1290.The dynamic height is computed by dividing the NAVD 88
 EH1290.geopotential number by the normal gravity value computed on the
 EH1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1290.degrees latitude (g = 980.6199 gals.).
 EH1290
 EH1290.The modeled gravity was interpolated from observed gravity values.
 EH1290
 EH1290;                    North         East    Units  Estimated Accuracy
 EH1290;SPC AR S     -   548,270.      456,840.      MT  (+/- 180 meters Scaled)
 EH1290
 EH1290                          SUPERSEDED SURVEY CONTROL
 EH1290
 EH1290  NGVD 29 (??/??/??)   51.110  (m)          167.68   (f) ADJUSTED    1 2
 EH1290
 EH1290.Superseded values are not recommended for survey control.
 EH1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1290.See file dsdata.txt to determine how the superseded data were derived.
 EH1290
 EH1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT491635(NAD 83)
 EH1290_MARKER: DB = BENCH MARK DISK
 EH1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1290_STAMPING: X 116 1955
 EH1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1290+STABILITY: SURFACE MOTION
 EH1290
 EH1290  HISTORY     - Date     Condition        Report By
 EH1290  HISTORY     - 1955     MONUMENTED       CGS
 EH1290  HISTORY     - 1976     GOOD             NGS
 EH1290
 EH1290                          STATION DESCRIPTION
 EH1290
 EH1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1290'8.5 MI S FROM GILLETT.
 EH1290'8.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 EH1290'SOUTHWESTERN RAILROAD STATION AT GILLETT, 248 FEET SOUTH OF THE SOUTH
 EH1290'END OF A SMALL WOODEN BRIDGE, 48 FEET WEST OF THE CENTER LINE OF THE
 EH1290'HIGHWAY, 16 FEET SOUTH OF A 16 INCH TRIANGULAR BLAZED HACKBERRY TREE,
 EH1290'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EH1290'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH1290
 EH1290                          STATION RECOVERY (1976)
 EH1290
 EH1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0944 ***********************************************************************
 DK0944  DESIGNATION -  X 117
 DK0944  PID         -  DK0944
 DK0944  STATE/COUNTY-  AR/DESHA
 DK0944  USGS QUAD   -  DUMAS (1969)
 DK0944
 DK0944                         *CURRENT SURVEY CONTROL
 DK0944  ___________________________________________________________________
 DK0944* NAD 83(1986)-  33 53 18.     (N)    091 29 32.     (W)     SCALED    
 DK0944* NAVD 88     -        51.294  (meters)     168.29   (feet)  ADJUSTED  
 DK0944  ___________________________________________________________________
 DK0944  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DK0944  DYNAMIC HT  -          51.242 (meters)     168.12  (feet)  COMP
 DK0944  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 DK0944
 DK0944  VERT ORDER  -  FIRST     CLASS II
 DK0944
 DK0944.The horizontal coordinates were scaled from a topographic map and have
 DK0944.an estimated accuracy of +/- 6 seconds.
 DK0944
 DK0944.The orthometric height was determined by differential leveling
 DK0944.and adjusted by the National Geodetic Survey in June 1991..
 DK0944
 DK0944.The geoid height was determined by GEOID03.
 DK0944
 DK0944.The dynamic height is computed by dividing the NAVD 88
 DK0944.geopotential number by the normal gravity value computed on the
 DK0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0944.degrees latitude (g = 980.6199 gals.).
 DK0944
 DK0944.The modeled gravity was interpolated from observed gravity values.
 DK0944
 DK0944;                    North         East    Units  Estimated Accuracy
 DK0944;SPC AR S     -   535,610.      446,970.      MT  (+/- 180 meters Scaled)
 DK0944
 DK0944                          SUPERSEDED SURVEY CONTROL
 DK0944
 DK0944  NGVD 29 (??/??/??)   51.426  (m)          168.72   (f) ADJUSTED    1 2
 DK0944
 DK0944.Superseded values are not recommended for survey control.
 DK0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0944.See file dsdata.txt to determine how the superseded data were derived.
 DK0944
 DK0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT394507(NAD 83)
 DK0944_MARKER: DB = BENCH MARK DISK
 DK0944_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK0944+WITH SETTING: PAVEMENT
 DK0944_STAMPING: X 117 1955
 DK0944_MARK LOGO: CGS   
 DK0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0944+STABILITY: SURFACE MOTION
 DK0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0944+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2004
 DK0944
 DK0944  HISTORY     - Date     Condition        Report By
 DK0944  HISTORY     - 1955     MONUMENTED       CGS
 DK0944  HISTORY     - 1984     GOOD             NGS
 DK0944  HISTORY     - 1988     GOOD             USPSQD
 DK0944  HISTORY     - 1989     GOOD             USPSQD
 DK0944  HISTORY     - 1990     GOOD             USPSQD
 DK0944  HISTORY     - 20040112 GOOD             USACE
 DK0944
 DK0944                          STATION DESCRIPTION
 DK0944
 DK0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0944'IN DUMAS.
 DK0944'AT DUMAS, 1.8 FEET WEST OF THE SOUTHWEST CORNER OF THE TICKET OFFICE
 DK0944'OF THE MISSOURI PACIFIC RAILROAD STATION, 15.7 FEET EAST OF THE EAST
 DK0944'RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 DK0944'CONCRETE BASE OF A SEMAPHORE.
 DK0944
 DK0944                          STATION RECOVERY (1984)
 DK0944
 DK0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0944'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DUMAS,
 DK0944'34.14 METERS (112.0 FT) NORTH OF THE CROSSING OF THE MISSOURI PACIFIC
 DK0944'RAILROAD AND CHOCTAW STREET, SET IN THE TOP OF THE SOUTHEAST CORNER OF
 DK0944'THE CONCRETE BASE OF A SEMAPHORE LEVEL WITH THE RAILROAD TRACKS,
 DK0944'15.72 METERS (51.6 FT) WEST OF THE CENTER OF NORTH MAIN STREET, AND
 DK0944'4.87 METERS (16.0 FT) EAST OF THE EAST RAIL.
 DK0944'THE MARK IS 0.24 METERS  N FROM A WITNESS POST.
 DK0944'THE MARK IS 0.6 M ABOVE NORTH MAIN STREET.
 DK0944
 DK0944                          STATION RECOVERY (1988)
 DK0944
 DK0944'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK0944'RECOVERED IN GOOD CONDITION.
 DK0944
 DK0944                          STATION RECOVERY (1989)
 DK0944
 DK0944'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK0944'RECOVERED IN GOOD CONDITION.
 DK0944
 DK0944                          STATION RECOVERY (1990)
 DK0944
 DK0944'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK0944'RECOVERED IN GOOD CONDITION.
 DK0944
 DK0944                          STATION RECOVERY (2004)
 DK0944
 DK0944'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0771 ***********************************************************************
 FG0771  DESIGNATION -  X 125
 FG0771  PID         -  FG0771
 FG0771  STATE/COUNTY-  AR/NEWTON
 FG0771  USGS QUAD   -  LURTON (1980)
 FG0771
 FG0771                         *CURRENT SURVEY CONTROL
 FG0771  ___________________________________________________________________
 FG0771* NAD 83(1986)-  35 48 26.     (N)    093 00 57.     (W)     SCALED    
 FG0771* NAVD 88     -       652.779  (meters)    2141.66   (feet)  ADJUSTED  
 FG0771  ___________________________________________________________________
 FG0771  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0771  DYNAMIC HT  -         652.141 (meters)    2139.57  (feet)  COMP
 FG0771  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FG0771
 FG0771  VERT ORDER  -  SECOND    CLASS 0
 FG0771
 FG0771.The horizontal coordinates were scaled from a topographic map and have
 FG0771.an estimated accuracy of +/- 6 seconds.
 FG0771
 FG0771.The orthometric height was determined by differential leveling
 FG0771.and adjusted by the National Geodetic Survey in June 1991..
 FG0771
 FG0771.The geoid height was determined by GEOID03.
 FG0771
 FG0771.The dynamic height is computed by dividing the NAVD 88
 FG0771.geopotential number by the normal gravity value computed on the
 FG0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0771.degrees latitude (g = 980.6199 gals.).
 FG0771
 FG0771.The modeled gravity was interpolated from observed gravity values.
 FG0771
 FG0771;                    North         East    Units  Estimated Accuracy
 FG0771;SPC AR N     -   163,990.      308,190.      MT  (+/- 180 meters Scaled)
 FG0771
 FG0771                          SUPERSEDED SURVEY CONTROL
 FG0771
 FG0771  NGVD 29 (??/??/92)  652.678  (m)         2141.33   (f) ADJ UNCH    2 0
 FG0771
 FG0771.Superseded values are not recommended for survey control.
 FG0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0771.See file dsdata.txt to determine how the superseded data were derived.
 FG0771
 FG0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV985625(NAD 83)
 FG0771_MARKER: DB = BENCH MARK DISK
 FG0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0771_STAMPING: X 125 1935
 FG0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0771+STABILITY: SURFACE MOTION
 FG0771
 FG0771  HISTORY     - Date     Condition        Report By
 FG0771  HISTORY     - 1935     MONUMENTED       CGS
 FG0771
 FG0771                          STATION DESCRIPTION
 FG0771
 FG0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0771'4.9 MI N FROM MOORE.
 FG0771'4.9 MILES NORTH ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF THE
 FG0771'LURTON ROAD AT MOORE, NEWTON COUNTY, 1,000 FEET SOUTH OF THE
 FG0771'KETCHERSIDE TOWER, 56 FEET SOUTHWEST OF THE SOUTHEAST END OF THE
 FG0771'TRIANGLE FORMED BY THE JUNCTION OF THE LURTON ROAD, 52 FEET SOUTHWEST
 FG0771'OF THE CENTERLINE OF THE CAVE CREEK ROAD, 106 FEET SOUTHEAST OF THE
 FG0771'CENTERLINE OF THE LURTON ROAD, 25 FEET NORTHEAST OF A BLAZED 12-INCH
 FG0771'OAK TREE, AND 4 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED X
 FG0771'125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0938 ***********************************************************************
 FG0938  DESIGNATION -  X 126
 FG0938  PID         -  FG0938
 FG0938  STATE/COUNTY-  AR/JOHNSON
 FG0938  USGS QUAD   -  TREAT (1980)
 FG0938
 FG0938                         *CURRENT SURVEY CONTROL
 FG0938  ___________________________________________________________________
 FG0938* NAD 83(1986)-  35 37 23.     (N)    093 13 19.     (W)     SCALED    
 FG0938* NAVD 88     -       229.329  (meters)     752.39   (feet)  ADJUSTED  
 FG0938  ___________________________________________________________________
 FG0938  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FG0938  DYNAMIC HT  -         229.107 (meters)     751.66  (feet)  COMP
 FG0938  MODELED GRAV-     979,657.3   (mgal)                       NAVD 88
 FG0938
 FG0938  VERT ORDER  -  SECOND    CLASS 0
 FG0938
 FG0938.The horizontal coordinates were scaled from a topographic map and have
 FG0938.an estimated accuracy of +/- 6 seconds.
 FG0938
 FG0938.The orthometric height was determined by differential leveling
 FG0938.and adjusted by the National Geodetic Survey in June 1991..
 FG0938
 FG0938.The geoid height was determined by GEOID03.
 FG0938
 FG0938.The dynamic height is computed by dividing the NAVD 88
 FG0938.geopotential number by the normal gravity value computed on the
 FG0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0938.degrees latitude (g = 980.6199 gals.).
 FG0938
 FG0938.The modeled gravity was interpolated from observed gravity values.
 FG0938
 FG0938;                    North         East    Units  Estimated Accuracy
 FG0938;SPC AR N     -   143,770.      289,310.      MT  (+/- 180 meters Scaled)
 FG0938
 FG0938                          SUPERSEDED SURVEY CONTROL
 FG0938
 FG0938  NGVD 29 (??/??/92)  229.269  (m)          752.19   (f) ADJ UNCH    2 0
 FG0938
 FG0938.Superseded values are not recommended for survey control.
 FG0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0938.See file dsdata.txt to determine how the superseded data were derived.
 FG0938
 FG0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV799421(NAD 83)
 FG0938_MARKER: DB = BENCH MARK DISK
 FG0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0938_STAMPING: X-126 1935
 FG0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0938+STABILITY: SURFACE MOTION
 FG0938
 FG0938  HISTORY     - Date     Condition        Report By
 FG0938  HISTORY     - 1935     MONUMENTED       CGS
 FG0938
 FG0938                          STATION DESCRIPTION
 FG0938
 FG0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0938'5.9 MI SE FROM MEADOW KNOB JCT..
 FG0938'5.9 MILES SOUTHEAST OF MEADOW KNOB JCT., ALONG MEADOW KNOB-PILOT KNOB
 FG0938'ROAD, FROM JCT. WITH TREAT RD.  LOCATED ABOUT 8.1 MILES SOUTH OF POINT
 FG0938'4.7 MILES WEST OF PELSOR POST OFFICE, ALONG TREAT RD. NEAR FOOT OF
 FG0938'LONG, VERY STEEP GRADE CUT OUT OF SOUTH MOUNTAIN SIDE. ABOUT .3 MILE
 FG0938'WEST OF BIG PINEY CREEK.  100 FEET NORTH OF NORTH END OF SMALL FARM
 FG0938'HOUSE OWNED BY W.J. PHILLIPS. 55 FEET EAST OF ROCK CULVERT. 27 FEET
 FG0938'NORTH OF CENTERLINE OF MEADOW-KNOB-PILOT KNOB ROAD. 3 FEET ABOVE LEVEL
 FG0938'OF ROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1055 ***********************************************************************
 FG1055  DESIGNATION -  X 127
 FG1055  PID         -  FG1055
 FG1055  STATE/COUNTY-  AR/JOHNSON
 FG1055  USGS QUAD   -  KNOXVILLE (1993)
 FG1055
 FG1055                         *CURRENT SURVEY CONTROL
 FG1055  ___________________________________________________________________
 FG1055* NAD 83(1986)-  35 29 16.     (N)    093 17 01.     (W)     SCALED    
 FG1055* NAVD 88     -       278.917  (meters)     915.08   (feet)  ADJUSTED  
 FG1055  ___________________________________________________________________
 FG1055  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FG1055  DYNAMIC HT  -         278.655 (meters)     914.22  (feet)  COMP
 FG1055  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FG1055
 FG1055  VERT ORDER  -  SECOND    CLASS 0
 FG1055
 FG1055.The horizontal coordinates were scaled from a topographic map and have
 FG1055.an estimated accuracy of +/- 6 seconds.
 FG1055
 FG1055.The orthometric height was determined by differential leveling
 FG1055.and adjusted by the National Geodetic Survey in June 1991..
 FG1055
 FG1055.The geoid height was determined by GEOID03.
 FG1055
 FG1055.The dynamic height is computed by dividing the NAVD 88
 FG1055.geopotential number by the normal gravity value computed on the
 FG1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1055.degrees latitude (g = 980.6199 gals.).
 FG1055
 FG1055.The modeled gravity was interpolated from observed gravity values.
 FG1055
 FG1055;                    North         East    Units  Estimated Accuracy
 FG1055;SPC AR N     -   128,840.      283,530.      MT  (+/- 180 meters Scaled)
 FG1055
 FG1055                          SUPERSEDED SURVEY CONTROL
 FG1055
 FG1055  NGVD 29 (??/??/92)  278.883  (m)          914.97   (f) ADJ UNCH    2 0
 FG1055
 FG1055.Superseded values are not recommended for survey control.
 FG1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1055.See file dsdata.txt to determine how the superseded data were derived.
 FG1055
 FG1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV742271(NAD 83)
 FG1055_MARKER: DB = BENCH MARK DISK
 FG1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1055_STAMPING: X-127 1935
 FG1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1055+STABILITY: SURFACE MOTION
 FG1055
 FG1055  HISTORY     - Date     Condition        Report By
 FG1055  HISTORY     - 1935     MONUMENTED       CGS
 FG1055  HISTORY     - 1984     GOOD             NGS
 FG1055
 FG1055                          STATION DESCRIPTION
 FG1055
 FG1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1055'5.5 MI S FROM HAGARVILLE.
 FG1055'5.5 MILES SOUTH OF VIC. OF 4.9 MI. E. OF HARARVILLE, ALONG
 FG1055'LAMAR-LUTHERVILLE RD. FROM THE C. C. MORRIS RESIDENCE.  OUTSIDE OF
 FG1055'CURVE.  ABOUT .5 MILE NORTHWEST OF LUTHERVILLE SAW MILL. 63 FEET EAST
 FG1055'OF CENTERLINE OF DRIVEWAY TO C.L. COWELL RESIDENCE.  49 FEET SOUTH OF
 FG1055'SOUTHEAST CORNER OF C.L. COWELL RESIDENCE.  49 FEET NORTHEAST OF
 FG1055'CENTERLINE OF LAMAR-LUTHERVILLE ROAD.  20 FEET NORTH OF CENTERLINE OF
 FG1055'DIRT ROAD LEADING EAST THRU PEACH ORCHARD.  TABLET SET IN PRECAST
 FG1055'CONCRETE POST.
 FG1055
 FG1055                          STATION RECOVERY (1984)
 FG1055
 FG1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0746 ***********************************************************************
 FG0746  DESIGNATION -  X 128
 FG0746  PID         -  FG0746
 FG0746  STATE/COUNTY-  AR/NEWTON
 FG0746  USGS QUAD   -  MT JUDEA (1980)
 FG0746
 FG0746                         *CURRENT SURVEY CONTROL
 FG0746  ___________________________________________________________________
 FG0746* NAD 83(1986)-  35 52 34.     (N)    093 02 33.     (W)     SCALED    
 FG0746* NAVD 88     -       614.322  (meters)    2015.49   (feet)  ADJUSTED  
 FG0746  ___________________________________________________________________
 FG0746  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FG0746  DYNAMIC HT  -         613.736 (meters)    2013.57  (feet)  COMP
 FG0746  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 FG0746
 FG0746  VERT ORDER  -  SECOND    CLASS 0
 FG0746
 FG0746.The horizontal coordinates were scaled from a topographic map and have
 FG0746.an estimated accuracy of +/- 6 seconds.
 FG0746
 FG0746.The orthometric height was determined by differential leveling
 FG0746.and adjusted by the National Geodetic Survey in June 1991..
 FG0746
 FG0746.The geoid height was determined by GEOID03.
 FG0746
 FG0746.The dynamic height is computed by dividing the NAVD 88
 FG0746.geopotential number by the normal gravity value computed on the
 FG0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0746.degrees latitude (g = 980.6199 gals.).
 FG0746
 FG0746.The modeled gravity was interpolated from observed gravity values.
 FG0746
 FG0746;                    North         East    Units  Estimated Accuracy
 FG0746;SPC AR N     -   171,660.      305,860.      MT  (+/- 180 meters Scaled)
 FG0746
 FG0746                          SUPERSEDED SURVEY CONTROL
 FG0746
 FG0746  NGVD 29 (??/??/92)  614.221  (m)         2015.16   (f) ADJ UNCH    2 0
 FG0746
 FG0746.Superseded values are not recommended for survey control.
 FG0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0746.See file dsdata.txt to determine how the superseded data were derived.
 FG0746
 FG0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV961702(NAD 83)
 FG0746_MARKER: DB = BENCH MARK DISK
 FG0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0746_STAMPING: X 128 1935
 FG0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0746+STABILITY: SURFACE MOTION
 FG0746
 FG0746  HISTORY     - Date     Condition        Report By
 FG0746  HISTORY     - 1935     MONUMENTED       CGS
 FG0746  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0746
 FG0746                          STATION DESCRIPTION
 FG0746
 FG0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0746'4.2 MI S FROM MT JUDEA.
 FG0746'4.2 MILES SOUTH ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF CAVE
 FG0746'CREEK ROAD, AT MT. JUDEA, NEWTON COUNTY, AT THE SUMMIT OF THE FIRST
 FG0746'STEEP HILL SOUTH OF TOWN, 0.1 MILE NORTHWEST OF A ROAD LEADING WEST,
 FG0746'110 FEET NORTHEAST OF AN ABANDONED LOG HOUSE, 20 FEET NORTHEAST OF THE
 FG0746'CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A POLE, AND 2 FEET NORTHEAST
 FG0746'OF A FENCE.  A STANDARD DISK, STAMPED X 128 1935 AND SET IN THE TOP OF
 FG0746'A CONCRETE POST.
 FG0746
 FG0746                          STATION RECOVERY (1976)
 FG0746
 FG0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0778 ***********************************************************************
 FG0778  DESIGNATION -  X 130
 FG0778  PID         -  FG0778
 FG0778  STATE/COUNTY-  AR/NEWTON
 FG0778  USGS QUAD   -  MT JUDEA (1980)
 FG0778
 FG0778                         *CURRENT SURVEY CONTROL
 FG0778  ___________________________________________________________________
 FG0778* NAD 83(1986)-  35 55 53.     (N)    093 07 04.     (W)     SCALED    
 FG0778* NAVD 88     -       261.200  (meters)     856.95   (feet)  ADJUSTED  
 FG0778  ___________________________________________________________________
 FG0778  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FG0778  DYNAMIC HT  -         260.961 (meters)     856.17  (feet)  COMP
 FG0778  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FG0778
 FG0778  VERT ORDER  -  SECOND    CLASS 0
 FG0778
 FG0778.The horizontal coordinates were scaled from a topographic map and have
 FG0778.an estimated accuracy of +/- 6 seconds.
 FG0778
 FG0778.The orthometric height was determined by differential leveling
 FG0778.and adjusted by the National Geodetic Survey in June 1991..
 FG0778
 FG0778.The geoid height was determined by GEOID03.
 FG0778
 FG0778.The dynamic height is computed by dividing the NAVD 88
 FG0778.geopotential number by the normal gravity value computed on the
 FG0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0778.degrees latitude (g = 980.6199 gals.).
 FG0778
 FG0778.The modeled gravity was interpolated from observed gravity values.
 FG0778
 FG0778;                    North         East    Units  Estimated Accuracy
 FG0778;SPC AR N     -   177,870.      299,140.      MT  (+/- 180 meters Scaled)
 FG0778
 FG0778                          SUPERSEDED SURVEY CONTROL
 FG0778
 FG0778  NGVD 29 (??/??/92)  261.104  (m)          856.64   (f) ADJ UNCH    2 0
 FG0778
 FG0778.Superseded values are not recommended for survey control.
 FG0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0778.See file dsdata.txt to determine how the superseded data were derived.
 FG0778
 FG0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV893763(NAD 83)
 FG0778_MARKER: DB = BENCH MARK DISK
 FG0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0778_STAMPING: X 130 1935
 FG0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0778+STABILITY: SURFACE MOTION
 FG0778
 FG0778  HISTORY     - Date     Condition        Report By
 FG0778  HISTORY     - 1935     MONUMENTED       CGS
 FG0778
 FG0778                          STATION DESCRIPTION
 FG0778
 FG0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0778'1.8 MI E FROM RED ROCK.
 FG0778'1.8 MILES EAST ALONG THE VENDOR ROAD FROM THE GEORGE COOPER STORE AT
 FG0778'RED ROCK, NEWTON COUNTY, AT THE FLOYD GILMORE PLACE, 90 FEET SOUTHWEST
 FG0778'OF THE CENTER OF A SMALL CREEK, 32 FEET SOUTHEAST OF THE CENTERLINE OF
 FG0778'THE ROAD, 34 FEET SOUTHEAST OF AN EAST FENCE CORNER, 33 FEET SOUTHWEST
 FG0778'OF A NORTH FENCE CORNER, 31 FEET EAST OF A 24-INCH SYCAMORE TREE, 22
 FG0778'FEET NORTHEAST OF THE CENTER OF A GATE, AND 2 FEET NORTHWEST OF A
 FG0778'FENCE.  A STANDARD DISK, STAMPED X 130 1935 AND SET IN THE TOP OF A
 FG0778'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0218 ***********************************************************************
 EK0218  DESIGNATION -  X 131
 EK0218  PID         -  EK0218
 EK0218  STATE/COUNTY-  AR/POLK
 EK0218  USGS QUAD   -  WICKES (1985)
 EK0218
 EK0218                         *CURRENT SURVEY CONTROL
 EK0218  ___________________________________________________________________
 EK0218* NAD 83(1986)-  34 17 53.     (N)    094 18 42.     (W)     SCALED    
 EK0218* NAVD 88     -       294.074  (meters)     964.81   (feet)  ADJUSTED  
 EK0218  ___________________________________________________________________
 EK0218  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EK0218  DYNAMIC HT  -         293.767 (meters)     963.80  (feet)  COMP
 EK0218  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 EK0218
 EK0218  VERT ORDER  -  SECOND    CLASS 0
 EK0218
 EK0218.The horizontal coordinates were scaled from a topographic map and have
 EK0218.an estimated accuracy of +/- 6 seconds.
 EK0218
 EK0218.The orthometric height was determined by differential leveling
 EK0218.and adjusted by the National Geodetic Survey in June 1991..
 EK0218
 EK0218.The geoid height was determined by GEOID03.
 EK0218
 EK0218.The dynamic height is computed by dividing the NAVD 88
 EK0218.geopotential number by the normal gravity value computed on the
 EK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0218.degrees latitude (g = 980.6199 gals.).
 EK0218
 EK0218.The modeled gravity was interpolated from observed gravity values.
 EK0218
 EK0218;                    North         East    Units  Estimated Accuracy
 EK0218;SPC AR S     -   583,350.      187,220.      MT  (+/- 180 meters Scaled)
 EK0218
 EK0218                          SUPERSEDED SURVEY CONTROL
 EK0218
 EK0218  NGVD 29 (??/??/92)  294.02   (m)          964.6    (f) COMPUTED    2 0
 EK0218
 EK0218.Superseded values are not recommended for survey control.
 EK0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0218.See file dsdata.txt to determine how the superseded data were derived.
 EK0218
 EK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT792959(NAD 83)
 EK0218_MARKER: DB = BENCH MARK DISK
 EK0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0218_STAMPING: X-131 1935
 EK0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0218+STABILITY: SURFACE MOTION
 EK0218
 EK0218  HISTORY     - Date     Condition        Report By
 EK0218  HISTORY     - 1935     MONUMENTED       CGS
 EK0218
 EK0218                          STATION DESCRIPTION
 EK0218
 EK0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0218'1.8 MI E FROM WICKES.
 EK0218'1.8 MILES EAST OF, ALONG BAKER SPRINGS ROAD, FROM K.C.S. RY.
 EK0218'STATION.  73.5 FEET SOUTHWEST OF CENTER OF GATE TO MRS. EDITH
 EK0218'WILKINSONS FARMHOUSE, 58.2 FEET WEST OF MAIL BOX, 26.5 FEET
 EK0218'NORTH OF ROAD CENTERLINE, 1 FT. EAST OF PROPERTY LINE FENCE.
 EK0218'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0220 ***********************************************************************
 EK0220  DESIGNATION -  X 131 RESET
 EK0220  PID         -  EK0220
 EK0220  STATE/COUNTY-  AR/POLK
 EK0220  USGS QUAD   -  WICKES (1985)
 EK0220
 EK0220                         *CURRENT SURVEY CONTROL
 EK0220  ___________________________________________________________________
 EK0220* NAD 83(1986)-  34 17 56.     (N)    094 18 39.     (W)     SCALED    
 EK0220* NAVD 88     -       294.678  (meters)     966.79   (feet)  ADJUSTED  
 EK0220  ___________________________________________________________________
 EK0220  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EK0220  DYNAMIC HT  -         294.370 (meters)     965.78  (feet)  COMP
 EK0220  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 EK0220
 EK0220  VERT ORDER  -  FIRST     CLASS II
 EK0220
 EK0220.The horizontal coordinates were scaled from a topographic map and have
 EK0220.an estimated accuracy of +/- 6 seconds.
 EK0220
 EK0220.The orthometric height was determined by differential leveling
 EK0220.and adjusted by the National Geodetic Survey in June 1991..
 EK0220
 EK0220.The geoid height was determined by GEOID03.
 EK0220
 EK0220.The dynamic height is computed by dividing the NAVD 88
 EK0220.geopotential number by the normal gravity value computed on the
 EK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0220.degrees latitude (g = 980.6199 gals.).
 EK0220
 EK0220.The modeled gravity was interpolated from observed gravity values.
 EK0220
 EK0220;                    North         East    Units  Estimated Accuracy
 EK0220;SPC AR S     -   583,440.      187,300.      MT  (+/- 180 meters Scaled)
 EK0220
 EK0220                          SUPERSEDED SURVEY CONTROL
 EK0220
 EK0220.No superseded survey control is available for this station.
 EK0220
 EK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT793960(NAD 83)
 EK0220_MARKER: DB = BENCH MARK DISK
 EK0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0220_STAMPING: X 131 RESET 1961
 EK0220_MARK LOGO: CGS   
 EK0220_PROJECTION: FLUSH
 EK0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0220+STABILITY: SURFACE MOTION
 EK0220
 EK0220  HISTORY     - Date     Condition        Report By
 EK0220  HISTORY     - 1961     MONUMENTED       CGS
 EK0220  HISTORY     - 1985     GOOD             NGS
 EK0220  HISTORY     - 1987     GOOD             USPSQD
 EK0220  HISTORY     - 1989     GOOD             USPSQD
 EK0220  HISTORY     - 1990     GOOD             USPSQD
 EK0220
 EK0220                          STATION DESCRIPTION
 EK0220
 EK0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EK0220'1.7 MI E FROM WICKES.
 EK0220'LOCATED 1.7 MILES EAST ALONG STATE HIGHWAY NO. 4 FROM ITS JUNCTION
 EK0220'WITH U.S. HIGHWAY 71 AT WICKES, IN THE NORTHWEST ANGLE OF THE
 EK0220'JUNCTION WITH A TRACK ROAD LEADING NORTH AND UPHILL.  IT IS
 EK0220'41 FEET NORTH OF THE CENTER OF THE HIGHWAY AT STATION NO. 92+36,
 EK0220'17 FEET WEST OF THE CENTER OF A TRACK ROAD, 89 FEET SOUTH OF A
 EK0220'2-FOOT WHITE OAK TREE AND 1 FOOT NORTHWEST OF A METAL WITNESS
 EK0220'POST, AND SET IN THE TOP OF A 2-INCH SQUARE CONCRETE POST
 EK0220'PROJECTING 4 INCHES.
 EK0220
 EK0220                          STATION RECOVERY (1985)
 EK0220
 EK0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0220'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  0.16 KM
 EK0220'(0.1 MI) NORTH ALONG FIRST STREET FROM THE POST OFFICE IN WICKES,
 EK0220'THENCE 2.7 KM (1.7 MI) EAST ALONG STATE ROUTE 4, AT A PRIVATE ENTRANCE
 EK0220'ROAD LEADING NORTH TO CHICKEN WAREHOUSES AND A SMALL WHITE RESIDENCE,
 EK0220'12.7 METERS (41.5 FT) NORTH OF THE CENTERLINE OF STATE ROUTE 4,
 EK0220'20.4 METERS (67.0 FT) EAST OF THE APPROXIMATE CENTER OF THE DIRT
 EK0220'ENTRANCE ROAD TO THE HOUSE, 8.2 METERS (27.0 FT) WEST OF THE
 EK0220'APPROXIMATE CENTER OF THE DIRT ROAD NORTH TO THE CHICKEN HOUSE, AND
 EK0220'0.31 METERS (1.0 FT) SOUTH OF A LOG FENCE LINE.
 EK0220'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0220'THE MARK IS 0.76 M ABOVE STATE ROUTE 4.
 EK0220
 EK0220                          STATION RECOVERY (1987)
 EK0220
 EK0220'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0220'RECOVERED IN GOOD CONDITION.
 EK0220
 EK0220                          STATION RECOVERY (1989)
 EK0220
 EK0220'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0220'RECOVERED IN GOOD CONDITION.
 EK0220
 EK0220                          STATION RECOVERY (1990)
 EK0220
 EK0220'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0183 ***********************************************************************
 EK0183  DESIGNATION -  X 132
 EK0183  PID         -  EK0183
 EK0183  STATE/COUNTY-  AR/POLK
 EK0183  USGS QUAD   -  EAGLE MOUNTAIN (1986)
 EK0183
 EK0183                         *CURRENT SURVEY CONTROL
 EK0183  ___________________________________________________________________
 EK0183* NAD 83(1986)-  34 26 19.     (N)    094 07 44.     (W)     SCALED    
 EK0183* NAVD 88     -       326.843  (meters)    1072.32   (feet)  ADJUSTED  
 EK0183  ___________________________________________________________________
 EK0183  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EK0183  DYNAMIC HT  -         326.497 (meters)    1071.18  (feet)  COMP
 EK0183  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 EK0183
 EK0183  VERT ORDER  -  SECOND    CLASS 0
 EK0183
 EK0183.The horizontal coordinates were scaled from a topographic map and have
 EK0183.an estimated accuracy of +/- 6 seconds.
 EK0183
 EK0183.The orthometric height was determined by differential leveling
 EK0183.and adjusted by the National Geodetic Survey in June 1991..
 EK0183
 EK0183.The geoid height was determined by GEOID03.
 EK0183
 EK0183.The dynamic height is computed by dividing the NAVD 88
 EK0183.geopotential number by the normal gravity value computed on the
 EK0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0183.degrees latitude (g = 980.6199 gals.).
 EK0183
 EK0183.The modeled gravity was interpolated from observed gravity values.
 EK0183
 EK0183;                    North         East    Units  Estimated Accuracy
 EK0183;SPC AR S     -   598,570.      204,370.      MT  (+/- 180 meters Scaled)
 EK0183
 EK0183                          SUPERSEDED SURVEY CONTROL
 EK0183
 EK0183  NGVD 29 (??/??/92)  326.771  (m)         1072.08   (f) ADJ UNCH    2 0
 EK0183
 EK0183.Superseded values are not recommended for survey control.
 EK0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0183.See file dsdata.txt to determine how the superseded data were derived.
 EK0183
 EK0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU962113(NAD 83)
 EK0183_MARKER: DB = BENCH MARK DISK
 EK0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0183_STAMPING: X-132 1935
 EK0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0183+STABILITY: SURFACE MOTION
 EK0183
 EK0183  HISTORY     - Date     Condition        Report By
 EK0183  HISTORY     - 1935     MONUMENTED       CGS
 EK0183  HISTORY     - 1961     GOOD             NGS
 EK0183
 EK0183                          STATION DESCRIPTION
 EK0183
 EK0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0183'1.2 MI SW FROM SHADY.
 EK0183'1.2 MILE SOUTHWEST OF, ALONG THE COSSATOT ROAD, FROM COSSATOT
 EK0183'CREEK HWY BRIDGE.  ABOUT .1 MILE NORTH OF THE SUGAR CREEK ROAD,
 EK0183'AT JUNCTION OF THE FODDER STACK ROAD TO THE BIG BRUSHY CREEK,
 EK0183'85 FEET SOUTHWEST OF INTERSECTION OF THE CENTERLINES OF ROADS,
 EK0183'28.5 FEET WEST OF THE COSSATOT ROAD CENTERLINE, 10.3 FEET
 EK0183'SOUTHEAST OF A BLAZED PINE TREE .7 FT. IN DIAMETER.  TABLET
 EK0183'SET IN PRECAST CONCRETE POST.
 EK0183
 EK0183                          STATION RECOVERY (1961)
 EK0183
 EK0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0261 ***********************************************************************
 EK0261  DESIGNATION -  X 133
 EK0261  PID         -  EK0261
 EK0261  STATE/COUNTY-  AR/POLK
 EK0261  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0261
 EK0261                         *CURRENT SURVEY CONTROL
 EK0261  ___________________________________________________________________
 EK0261* NAD 83(1986)-  34 22 38.     (N)    094 01 44.     (W)     SCALED    
 EK0261* NAVD 88     -       363.000  (meters)    1190.94   (feet)  ADJUSTED  
 EK0261  ___________________________________________________________________
 EK0261  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EK0261  DYNAMIC HT  -         362.621 (meters)    1189.70  (feet)  COMP
 EK0261  MODELED GRAV-     979,580.0   (mgal)                       NAVD 88
 EK0261
 EK0261  VERT ORDER  -  SECOND    CLASS 0
 EK0261
 EK0261.The horizontal coordinates were scaled from a topographic map and have
 EK0261.an estimated accuracy of +/- 6 seconds.
 EK0261
 EK0261.The orthometric height was determined by differential leveling
 EK0261.and adjusted by the National Geodetic Survey in June 1991..
 EK0261
 EK0261.The geoid height was determined by GEOID03.
 EK0261
 EK0261.The dynamic height is computed by dividing the NAVD 88
 EK0261.geopotential number by the normal gravity value computed on the
 EK0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0261.degrees latitude (g = 980.6199 gals.).
 EK0261
 EK0261.The modeled gravity was interpolated from observed gravity values.
 EK0261
 EK0261;                    North         East    Units  Estimated Accuracy
 EK0261;SPC AR S     -   591,570.      213,420.      MT  (+/- 180 meters Scaled)
 EK0261
 EK0261                          SUPERSEDED SURVEY CONTROL
 EK0261
 EK0261  NGVD 29 (??/??/92)  362.940  (m)         1190.75   (f) ADJ UNCH    2 0
 EK0261
 EK0261.Superseded values are not recommended for survey control.
 EK0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0261.See file dsdata.txt to determine how the superseded data were derived.
 EK0261
 EK0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU054044(NAD 83)
 EK0261_MARKER: DB = BENCH MARK DISK
 EK0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0261_SP_SET: BRIDGE
 EK0261_STAMPING: X-133 1935
 EK0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0261
 EK0261  HISTORY     - Date     Condition        Report By
 EK0261  HISTORY     - 1935     MONUMENTED       CGS
 EK0261  HISTORY     - 1961     GOOD             NGS
 EK0261
 EK0261                          STATION DESCRIPTION
 EK0261
 EK0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0261'5.3 MI N FROM MINEOLA.
 EK0261'5.3 MILES NORTH OF, ALONG THE BIG-FORK ATHENS ROAD, FROM D.E.
 EK0261'WATKINS FARM HOUSE.  AT THE 5TH CONCRETE BRIDGE SOUTH OF TRAIL TO
 EK0261'TALL PEAK LOOKOUT, ABOUT 1.3 MILE SOUTH OF TRAIL, 20.5 FEET
 EK0261'SOUTHEAST OF A BLAZED OAK TREE 1.3 FT. IN DIAMETER, IN TOP OF THE
 EK0261'WEST END OF THE NORTH ABUTMENT OF CONCRETE BRIDGE OF EAST FORK
 EK0261'TO THE SALINE RIVER.  TABLET SET IN TOP OF CONCRETE BRIDGE.
 EK0261
 EK0261                          STATION RECOVERY (1961)
 EK0261
 EK0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1515 ***********************************************************************
 EJ1515  DESIGNATION -  X 134
 EJ1515  PID         -  EJ1515
 EJ1515  STATE/COUNTY-  AR/MONTGOMERY
 EJ1515  USGS QUAD   -  ODEN (1985)
 EJ1515
 EJ1515                         *CURRENT SURVEY CONTROL
 EJ1515  ___________________________________________________________________
 EJ1515* NAD 83(1986)-  34 37 08.     (N)    093 46 35.     (W)     SCALED    
 EJ1515* NAVD 88     -       232.126  (meters)     761.57   (feet)  ADJUSTED  
 EJ1515  ___________________________________________________________________
 EJ1515  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 EJ1515  DYNAMIC HT  -         231.885 (meters)     760.78  (feet)  COMP
 EJ1515  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 EJ1515
 EJ1515  VERT ORDER  -  SECOND    CLASS 0
 EJ1515
 EJ1515.The horizontal coordinates were scaled from a topographic map and have
 EJ1515.an estimated accuracy of +/- 6 seconds.
 EJ1515
 EJ1515.The orthometric height was determined by differential leveling
 EJ1515.and adjusted by the National Geodetic Survey in June 1991..
 EJ1515
 EJ1515.The geoid height was determined by GEOID03.
 EJ1515
 EJ1515.The dynamic height is computed by dividing the NAVD 88
 EJ1515.geopotential number by the normal gravity value computed on the
 EJ1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1515.degrees latitude (g = 980.6199 gals.).
 EJ1515
 EJ1515.The modeled gravity was interpolated from observed gravity values.
 EJ1515
 EJ1515;                    North         East    Units  Estimated Accuracy
 EJ1515;SPC AR S     -   617,940.      237,100.      MT  (+/- 180 meters Scaled)
 EJ1515
 EJ1515                          SUPERSEDED SURVEY CONTROL
 EJ1515
 EJ1515  NGVD 29 (??/??/92)  232.061  (m)          761.35   (f) ADJ UNCH    2 0
 EJ1515
 EJ1515.Superseded values are not recommended for survey control.
 EJ1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1515.See file dsdata.txt to determine how the superseded data were derived.
 EJ1515
 EJ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU288310(NAD 83)
 EJ1515_MARKER: DB = BENCH MARK DISK
 EJ1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1515_STAMPING: X 134 1935
 EJ1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1515+STABILITY: SURFACE MOTION
 EJ1515
 EJ1515  HISTORY     - Date     Condition        Report By
 EJ1515  HISTORY     - 1935     MONUMENTED       CGS
 EJ1515  HISTORY     - 1961     GOOD             NGS
 EJ1515  HISTORY     - 1983     MARK NOT FOUND   USGS
 EJ1515
 EJ1515                          STATION DESCRIPTION
 EJ1515
 EJ1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1515'IN ODEN.
 EJ1515'AT ODEN, ABOUT 75 FEET EAST OF THE NORTHEAST CORNER OF A STUCCO STORE
 EJ1515'BUILDING, 39 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE HOUSE
 EJ1515'(FORMER HOTEL), ABOUT 3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY OF THE
 EJ1515'HIGHWAY AND 2 FEET WEST OF A 10-INCH TREE.
 EJ1515
 EJ1515                          STATION RECOVERY (1983)
 EJ1515
 EJ1515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EJ1515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1502 ***********************************************************************
 EJ1502  DESIGNATION -  X 135
 EJ1502  PID         -  EJ1502
 EJ1502  STATE/COUNTY-  AR/SCOTT
 EJ1502  USGS QUAD   -  BUCK KNOB (1985)
 EJ1502
 EJ1502                         *CURRENT SURVEY CONTROL
 EJ1502  ___________________________________________________________________
 EJ1502* NAD 83(1986)-  34 39 45.     (N)    093 55 20.     (W)     SCALED    
 EJ1502* NAVD 88     -       552.151  (meters)    1811.52   (feet)  ADJUSTED  
 EJ1502  ___________________________________________________________________
 EJ1502  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EJ1502  DYNAMIC HT  -         551.545 (meters)    1809.53  (feet)  COMP
 EJ1502  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 EJ1502
 EJ1502  VERT ORDER  -  SECOND    CLASS 0
 EJ1502
 EJ1502.The horizontal coordinates were scaled from a topographic map and have
 EJ1502.an estimated accuracy of +/- 6 seconds.
 EJ1502
 EJ1502.The orthometric height was determined by differential leveling
 EJ1502.and adjusted by the National Geodetic Survey in June 1991..
 EJ1502
 EJ1502.The geoid height was determined by GEOID03.
 EJ1502
 EJ1502.The dynamic height is computed by dividing the NAVD 88
 EJ1502.geopotential number by the normal gravity value computed on the
 EJ1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1502.degrees latitude (g = 980.6199 gals.).
 EJ1502
 EJ1502.The modeled gravity was interpolated from observed gravity values.
 EJ1502
 EJ1502;                    North         East    Units  Estimated Accuracy
 EJ1502;SPC AR N     -    38,240.      223,810.      MT  (+/- 180 meters Scaled)
 EJ1502
 EJ1502                          SUPERSEDED SURVEY CONTROL
 EJ1502
 EJ1502  NGVD 29 (??/??/92)  552.049  (m)         1811.18   (f) ADJ UNCH    2 0
 EJ1502
 EJ1502.Superseded values are not recommended for survey control.
 EJ1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1502.See file dsdata.txt to determine how the superseded data were derived.
 EJ1502
 EJ1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU155360(NAD 83)
 EJ1502_MARKER: DB = BENCH MARK DISK
 EJ1502_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1502_SP_SET: SET IN ROCK OUTCROP
 EJ1502_STAMPING: X-135 1935
 EJ1502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1502+STABILITY: POSITION/ELEVATION WELL
 EJ1502
 EJ1502  HISTORY     - Date     Condition        Report By
 EJ1502  HISTORY     - 1935     MONUMENTED       CGS
 EJ1502  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1502
 EJ1502                          STATION DESCRIPTION
 EJ1502
 EJ1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1502'8.3 MI W FROM BUCK KNOB.
 EJ1502'8.3 MILES WEST OF, ALONG NEW POSEY HOLLOW ROAD, FROM OLD LOCATION OF
 EJ1502'BUCK KNOB POST OFFICE AND USC AND GS BM L 24 1932.  3.7 MILES EAST
 EJ1502'ALONG US 270, THENCE 4.6 SOUTHWEST ALONG POSEY HOLLOW ROAD.  ABOUT .1
 EJ1502'MILE NORTHWEST OF JUNCTION OF TRAIL TO HIGHLAND.  100 FEET NORTHWEST
 EJ1502'OF TRAIL TO HIGHWAY 270.  72 FEET NORTH OF THE TELEPHONE LINE. ABOUT
 EJ1502'52 FEET NORTH OF CENTERLINE OF NEW ROAD.  23 FEET WEST OF A BLAZED OAK
 EJ1502'TREE 1 FT. IN DIAMETER.  4 FEET ABOVE THE ROAD. TABLET SET IN TOP OF A
 EJ1502'GRANITE OUTCROP.
 EJ1502
 EJ1502                          STATION RECOVERY (1961)
 EJ1502
 EJ1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1178 ***********************************************************************
 EJ1178  DESIGNATION -  X 136
 EJ1178  PID         -  EJ1178
 EJ1178  STATE/COUNTY-  AR/CLARK
 EJ1178  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1178
 EJ1178                         *CURRENT SURVEY CONTROL
 EJ1178  ___________________________________________________________________
 EJ1178* NAD 83(1986)-  34 07 25.     (N)    093 03 36.     (W)     SCALED    
 EJ1178* NAVD 88     -        75.692  (meters)     248.33   (feet)  ADJUSTED  
 EJ1178  ___________________________________________________________________
 EJ1178  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EJ1178  DYNAMIC HT  -          75.617 (meters)     248.09  (feet)  COMP
 EJ1178  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 EJ1178
 EJ1178  VERT ORDER  -  SECOND    CLASS 0
 EJ1178
 EJ1178.The horizontal coordinates were scaled from a topographic map and have
 EJ1178.an estimated accuracy of +/- 6 seconds.
 EJ1178
 EJ1178.The orthometric height was determined by differential leveling
 EJ1178.and adjusted by the National Geodetic Survey in June 1991..
 EJ1178
 EJ1178.The geoid height was determined by GEOID03.
 EJ1178
 EJ1178.The dynamic height is computed by dividing the NAVD 88
 EJ1178.geopotential number by the normal gravity value computed on the
 EJ1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1178.degrees latitude (g = 980.6199 gals.).
 EJ1178
 EJ1178.The modeled gravity was interpolated from observed gravity values.
 EJ1178
 EJ1178;                    North         East    Units  Estimated Accuracy
 EJ1178;SPC AR S     -   562,100.      302,220.      MT  (+/- 180 meters Scaled)
 EJ1178
 EJ1178                          SUPERSEDED SURVEY CONTROL
 EJ1178
 EJ1178  NGVD 29 (??/??/92)   75.709  (m)          248.39   (f) ADJ UNCH    2 0
 EJ1178
 EJ1178.Superseded values are not recommended for survey control.
 EJ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1178.See file dsdata.txt to determine how the superseded data were derived.
 EJ1178
 EJ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT944758(NAD 83)
 EJ1178_MARKER: DB = BENCH MARK DISK
 EJ1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1178_STAMPING: X 136 1935
 EJ1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1178+STABILITY: SURFACE MOTION
 EJ1178
 EJ1178  HISTORY     - Date     Condition        Report By
 EJ1178  HISTORY     - 1935     MONUMENTED       CGS
 EJ1178  HISTORY     - 1944     GOOD             NGS
 EJ1178  HISTORY     - 1964     GOOD             NGS
 EJ1178  HISTORY     - 19980426 GOOD             USPSQD
 EJ1178
 EJ1178                          STATION DESCRIPTION
 EJ1178
 EJ1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EJ1178'IN ARKADELPHIA.
 EJ1178'AT ARKADELPHIA, CLARK COUNTY, ALONG STATE HIGHWAY 8 AT THE ARKADELPHIA
 EJ1178'HIGH SCHOOL, 32 FEET SOUTH OF THE WEST ENTRANCE OF THE BUILDING, 2
 EJ1178'FEET NORTH OF THE SOUTHWEST CORNER, IN THE BRICK BUILDING AND 4 FEET
 EJ1178'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED X 136 1935.
 EJ1178
 EJ1178                          STATION RECOVERY (1964)
 EJ1178
 EJ1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1178'RECOVERED IN GOOD CONDITION.
 EJ1178
 EJ1178                          STATION RECOVERY (1998)
 EJ1178
 EJ1178'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1213 ***********************************************************************
 EJ1213  DESIGNATION -  X 137
 EJ1213  PID         -  EJ1213
 EJ1213  STATE/COUNTY-  AR/CLARK
 EJ1213  USGS QUAD   -  OKOLONA NORTH (1975)
 EJ1213
 EJ1213                         *CURRENT SURVEY CONTROL
 EJ1213  ___________________________________________________________________
 EJ1213* NAD 83(1986)-  34 05 55.     (N)    093 16 21.     (W)     SCALED    
 EJ1213* NAVD 88     -        91.377  (meters)     299.79   (feet)  ADJUSTED  
 EJ1213  ___________________________________________________________________
 EJ1213  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EJ1213  DYNAMIC HT  -          91.286 (meters)     299.49  (feet)  COMP
 EJ1213  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 EJ1213
 EJ1213  VERT ORDER  -  SECOND    CLASS 0
 EJ1213
 EJ1213.The horizontal coordinates were scaled from a topographic map and have
 EJ1213.an estimated accuracy of +/- 6 seconds.
 EJ1213
 EJ1213.The orthometric height was determined by differential leveling
 EJ1213.and adjusted by the National Geodetic Survey in June 1991..
 EJ1213
 EJ1213.The geoid height was determined by GEOID03.
 EJ1213
 EJ1213.The dynamic height is computed by dividing the NAVD 88
 EJ1213.geopotential number by the normal gravity value computed on the
 EJ1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1213.degrees latitude (g = 980.6199 gals.).
 EJ1213
 EJ1213.The modeled gravity was interpolated from observed gravity values.
 EJ1213
 EJ1213;                    North         East    Units  Estimated Accuracy
 EJ1213;SPC AR S     -   559,550.      282,590.      MT  (+/- 180 meters Scaled)
 EJ1213
 EJ1213                          SUPERSEDED SURVEY CONTROL
 EJ1213
 EJ1213  NGVD 29 (??/??/92)   91.382  (m)          299.81   (f) ADJ UNCH    2 0
 EJ1213
 EJ1213.Superseded values are not recommended for survey control.
 EJ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1213.See file dsdata.txt to determine how the superseded data were derived.
 EJ1213
 EJ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT748731(NAD 83)
 EJ1213_MARKER: DB = BENCH MARK DISK
 EJ1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1213_STAMPING: X 137 1935
 EJ1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1213+STABILITY: SURFACE MOTION
 EJ1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1213+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 EJ1213
 EJ1213  HISTORY     - Date     Condition        Report By
 EJ1213  HISTORY     - 1935     MONUMENTED       CGS
 EJ1213  HISTORY     - 1964     GOOD             NGS
 EJ1213  HISTORY     - 20031120 GOOD             ARHD
 EJ1213
 EJ1213                          STATION DESCRIPTION
 EJ1213
 EJ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1213'1.5 MI W FROM HOLLYWOOD.
 EJ1213'1.5 MILES WEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 EJ1213'HOLLYWOOD, 150 FEET EAST OF THE J.W. BRIDGES SERVICE STATION, 65 FEET
 EJ1213'EAST OF THE JUNCTION OF A ROAD LEADING SOUTH, 34 FEET SOUTH OF THE
 EJ1213'CENTERLINE OF THE HIGHWAY, 31.7 FEET EAST OF A FENCE CORNER, AND 1
 EJ1213'FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED X 137 1935 AND SET
 EJ1213'IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 6 FT N OF RIGHT-OF-WAY
 EJ1213'FENCE.
 EJ1213
 EJ1213                          STATION RECOVERY (1964)
 EJ1213
 EJ1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1213'RECOVERED IN GOOD CONDITION.
 EJ1213
 EJ1213                          STATION RECOVERY (2003)
 EJ1213
 EJ1213'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 EJ1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1135 ***********************************************************************
 EJ1135  DESIGNATION -  X 138
 EJ1135  PID         -  EJ1135
 EJ1135  STATE/COUNTY-  AR/HOT SPRING
 EJ1135  USGS QUAD   -  DE ROCHE (1966)
 EJ1135
 EJ1135                         *CURRENT SURVEY CONTROL
 EJ1135  ___________________________________________________________________
 EJ1135* NAD 83(1986)-  34 19 35.     (N)    093 06 27.     (W)     SCALED    
 EJ1135* NAVD 88     -       171.019  (meters)     561.08   (feet)  ADJUSTED  
 EJ1135  ___________________________________________________________________
 EJ1135  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EJ1135  DYNAMIC HT  -         170.849 (meters)     560.53  (feet)  COMP
 EJ1135  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 EJ1135
 EJ1135  VERT ORDER  -  SECOND    CLASS 0
 EJ1135
 EJ1135.The horizontal coordinates were scaled from a topographic map and have
 EJ1135.an estimated accuracy of +/- 6 seconds.
 EJ1135
 EJ1135.The orthometric height was determined by differential leveling
 EJ1135.and adjusted by the National Geodetic Survey in June 1991..
 EJ1135
 EJ1135.The geoid height was determined by GEOID03.
 EJ1135
 EJ1135.The dynamic height is computed by dividing the NAVD 88
 EJ1135.geopotential number by the normal gravity value computed on the
 EJ1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1135.degrees latitude (g = 980.6199 gals.).
 EJ1135
 EJ1135.The modeled gravity was interpolated from observed gravity values.
 EJ1135
 EJ1135;                    North         East    Units  Estimated Accuracy
 EJ1135;SPC AR S     -   584,640.      298,090.      MT  (+/- 180 meters Scaled)
 EJ1135
 EJ1135                          SUPERSEDED SURVEY CONTROL
 EJ1135
 EJ1135  NGVD 29 (??/??/92)  171.019  (m)          561.08   (f) ADJ UNCH    2 0
 EJ1135
 EJ1135.Superseded values are not recommended for survey control.
 EJ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1135.See file dsdata.txt to determine how the superseded data were derived.
 EJ1135
 EJ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT901983(NAD 83)
 EJ1135_MARKER: DB = BENCH MARK DISK
 EJ1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1135_STAMPING: X 138 1935
 EJ1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1135+STABILITY: SURFACE MOTION
 EJ1135
 EJ1135  HISTORY     - Date     Condition        Report By
 EJ1135  HISTORY     - 1935     MONUMENTED       CGS
 EJ1135  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1135
 EJ1135                          STATION DESCRIPTION
 EJ1135
 EJ1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1135'4.5 MI E FROM BISMARCK.
 EJ1135'4.5 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 EJ1135'BISMARCK, 0.1 MILE WEST OF A SMALL CREEK, AT THE SUMMIT OF A KNOLL, 62
 EJ1135'FEET NORTHWEST OF A 4.1-FOOT OAK TREE, 62 FEET NORTH OF THE CENTERLINE
 EJ1135'OF THE HIGHWAY, 23 FEET WEST OF A GATE TO THE E.D. MCSHANE FARMHOUSE,
 EJ1135'AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED X 138 1935
 EJ1135'AND SET IN THE TOP OF A CONCRETE POST.
 EJ1135
 EJ1135                          STATION RECOVERY (1998)
 EJ1135
 EJ1135'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1149 ***********************************************************************
 EJ1149  DESIGNATION -  X 139
 EJ1149  PID         -  EJ1149
 EJ1149  STATE/COUNTY-  AR/HOT SPRING
 EJ1149  USGS QUAD   -  BISMARCK (1976)
 EJ1149
 EJ1149                         *CURRENT SURVEY CONTROL
 EJ1149  ___________________________________________________________________
 EJ1149* NAD 83(1986)-  34 21 59.     (N)    093 09 40.     (W)     SCALED    
 EJ1149* NAVD 88     -       246.839  (meters)     809.84   (feet)  ADJUSTED  
 EJ1149  ___________________________________________________________________
 EJ1149  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EJ1149  DYNAMIC HT  -         246.591 (meters)     809.02  (feet)  COMP
 EJ1149  MODELED GRAV-     979,622.8   (mgal)                       NAVD 88
 EJ1149
 EJ1149  VERT ORDER  -  SECOND    CLASS 0
 EJ1149
 EJ1149.The horizontal coordinates were scaled from a topographic map and have
 EJ1149.an estimated accuracy of +/- 6 seconds.
 EJ1149
 EJ1149.The orthometric height was determined by differential leveling
 EJ1149.and adjusted by the National Geodetic Survey in June 1991..
 EJ1149
 EJ1149.The geoid height was determined by GEOID03.
 EJ1149
 EJ1149.The dynamic height is computed by dividing the NAVD 88
 EJ1149.geopotential number by the normal gravity value computed on the
 EJ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1149.degrees latitude (g = 980.6199 gals.).
 EJ1149
 EJ1149.The modeled gravity was interpolated from observed gravity values.
 EJ1149
 EJ1149;                    North         East    Units  Estimated Accuracy
 EJ1149;SPC AR S     -   589,130.      293,200.      MT  (+/- 180 meters Scaled)
 EJ1149
 EJ1149                          SUPERSEDED SURVEY CONTROL
 EJ1149
 EJ1149  NGVD 29 (??/??/92)  246.829  (m)          809.80   (f) ADJ UNCH    2 0
 EJ1149
 EJ1149.Superseded values are not recommended for survey control.
 EJ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1149.See file dsdata.txt to determine how the superseded data were derived.
 EJ1149
 EJ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU851027(NAD 83)
 EJ1149_MARKER: DB = BENCH MARK DISK
 EJ1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1149_STAMPING: X 139 1935
 EJ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1149+STABILITY: SURFACE MOTION
 EJ1149
 EJ1149  HISTORY     - Date     Condition        Report By
 EJ1149  HISTORY     - 1935     MONUMENTED       CGS
 EJ1149
 EJ1149                          STATION DESCRIPTION
 EJ1149
 EJ1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1149'4.4 MI N FROM BISMARCK.
 EJ1149'4.4 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 EJ1149'BISMARCK, 1.7 MILES NORTH OF A BRIDGE OVER BIG HILL CREEK, 0.1 MILE
 EJ1149'SOUTH OF THE JUNCTION OF A ROAD LEADING EAST AT A CURVE, ABOUT 360
 EJ1149'FEET SOUTH OF A 2- BY 3-FOOT CONCRETE BOX CULVERT AT THE SOUTH END OF
 EJ1149'THE CURVE, 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT THE NORTH
 EJ1149'END OF A CURVE SOUTHWARD, 13.5 FEET EAST OF AN 8-INCH BLAZED PINE
 EJ1149'TREE, AND 5.2 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER.  A
 EJ1149'STANDARD DISK, STAMPED X 139 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1149'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0734 ***********************************************************************
 EJ0734  DESIGNATION -  X 140
 EJ0734  PID         -  EJ0734
 EJ0734  STATE/COUNTY-  AR/HOT SPRING
 EJ0734  USGS QUAD   -  MALVERN NORTH (1978)
 EJ0734
 EJ0734                         *CURRENT SURVEY CONTROL
 EJ0734  ___________________________________________________________________
 EJ0734* NAD 83(1986)-  34 27 31.     (N)    092 48 41.     (W)     SCALED    
 EJ0734* NAVD 88     -       206.242  (meters)     676.65   (feet)  ADJUSTED  
 EJ0734  ___________________________________________________________________
 EJ0734  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EJ0734  DYNAMIC HT  -         206.044 (meters)     676.00  (feet)  COMP
 EJ0734  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 EJ0734
 EJ0734  VERT ORDER  -  SECOND    CLASS 0
 EJ0734
 EJ0734.The horizontal coordinates were scaled from a topographic map and have
 EJ0734.an estimated accuracy of +/- 6 seconds.
 EJ0734
 EJ0734.The orthometric height was determined by differential leveling
 EJ0734.and adjusted by the National Geodetic Survey in June 1991..
 EJ0734
 EJ0734.The geoid height was determined by GEOID03.
 EJ0734
 EJ0734.The dynamic height is computed by dividing the NAVD 88
 EJ0734.geopotential number by the normal gravity value computed on the
 EJ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0734.degrees latitude (g = 980.6199 gals.).
 EJ0734
 EJ0734.The modeled gravity was interpolated from observed gravity values.
 EJ0734
 EJ0734;                    North         East    Units  Estimated Accuracy
 EJ0734;SPC AR S     -   599,050.      325,450.      MT  (+/- 180 meters Scaled)
 EJ0734
 EJ0734                          SUPERSEDED SURVEY CONTROL
 EJ0734
 EJ0734  NGVD 29 (??/??/92)  206.250  (m)          676.67   (f) ADJ UNCH    2 0
 EJ0734
 EJ0734.Superseded values are not recommended for survey control.
 EJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0734.See file dsdata.txt to determine how the superseded data were derived.
 EJ0734
 EJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU173130(NAD 83)
 EJ0734_MARKER: DB = BENCH MARK DISK
 EJ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0734_STAMPING: X 140 1935
 EJ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0734+STABILITY: SURFACE MOTION
 EJ0734
 EJ0734  HISTORY     - Date     Condition        Report By
 EJ0734  HISTORY     - 1935     MONUMENTED       CGS
 EJ0734  HISTORY     - 1975     GOOD             USGS
 EJ0734
 EJ0734                          STATION DESCRIPTION
 EJ0734
 EJ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0734'1.6 MI E FROM MAGNET.
 EJ0734'1.6 MILES EAST ALONG THE ROAD LEADING TO LONSDALE FROM THE POST OFFICE
 EJ0734'AT MAGNET, THENCE 1.8 MILES NORTHEAST ALONG THE OLD GREEN HORN ROAD,
 EJ0734'63 FEET WEST OF A GATE TO THE W.R. RUPE FARMHOUSE, 37 FEET NORTH OF
 EJ0734'THE CENTERLINE OF THE ROAD, 20.8 FEET EAST OF THE SOUTHWEST CORNER OF
 EJ0734'THE FARMYARD, AND 1.5 FEET SOUTH OF THE FENCE.  A STANDARD DISK,
 EJ0734'STAMPED X 140 1935 AND SET IN A CONCRETE POST.  NOTE-- MARK IS 10 FT S
 EJ0734'OF E-W FENCE.  8 FT E OF DRIVE TO HOUSE.  95 FT NE OF CENTERLINE OF
 EJ0734'ROAD.
 EJ0734
 EJ0734                          STATION RECOVERY (1975)
 EJ0734
 EJ0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1451 ***********************************************************************
 FG1451  DESIGNATION -  X 141
 FG1451  PID         -  FG1451
 FG1451  STATE/COUNTY-  AR/JOHNSON
 FG1451  USGS QUAD   -  OARK (1973)
 FG1451
 FG1451                         *CURRENT SURVEY CONTROL
 FG1451  ___________________________________________________________________
 FG1451* NAD 83(1986)-  35 41 07.     (N)    093 32 02.     (W)     SCALED    
 FG1451* NAVD 88     -       326.509  (meters)    1071.22   (feet)  ADJUSTED  
 FG1451  ___________________________________________________________________
 FG1451  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FG1451  DYNAMIC HT  -         326.201 (meters)    1070.21  (feet)  COMP
 FG1451  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 FG1451
 FG1451  VERT ORDER  -  SECOND    CLASS 0
 FG1451
 FG1451.The horizontal coordinates were scaled from a topographic map and have
 FG1451.an estimated accuracy of +/- 6 seconds.
 FG1451
 FG1451.The orthometric height was determined by differential leveling
 FG1451.and adjusted by the National Geodetic Survey in June 1991..
 FG1451
 FG1451.The geoid height was determined by GEOID03.
 FG1451
 FG1451.The dynamic height is computed by dividing the NAVD 88
 FG1451.geopotential number by the normal gravity value computed on the
 FG1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1451.degrees latitude (g = 980.6199 gals.).
 FG1451
 FG1451.The modeled gravity was interpolated from observed gravity values.
 FG1451
 FG1451;                    North         East    Units  Estimated Accuracy
 FG1451;SPC AR N     -   151,070.      261,170.      MT  (+/- 180 meters Scaled)
 FG1451
 FG1451                          SUPERSEDED SURVEY CONTROL
 FG1451
 FG1451  NGVD 29 (??/??/92)  326.438  (m)         1070.99   (f) ADJ UNCH    2 0
 FG1451
 FG1451.Superseded values are not recommended for survey control.
 FG1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1451.See file dsdata.txt to determine how the superseded data were derived.
 FG1451
 FG1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV516491(NAD 83)
 FG1451_MARKER: DB = BENCH MARK DISK
 FG1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1451_STAMPING: X 141 1935
 FG1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1451+STABILITY: SURFACE MOTION
 FG1451
 FG1451  HISTORY     - Date     Condition        Report By
 FG1451  HISTORY     - 1935     MONUMENTED       CGS
 FG1451  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1451
 FG1451                          STATION DESCRIPTION
 FG1451
 FG1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1451'2.8 MI NE FROM OARK.
 FG1451'2.8 MILES NORTHEAST ALONG THE OARK-OLD FALLSVILLE ROAD FROM THE POST
 FG1451'OFFICE AT OARK, JOHNSON COUNTY, 150 FEET SOUTHEAST OF THE FRANK
 FG1451'KALCICH FARMHOUSE, 75 FEET NORTHWEST OF THE NORTHWEST BANK OF MULBERRY
 FG1451'CREEK, 20 FEET NORTH OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 FG1451'NORTHEAST, 2 FEET NORTH OF A SOUTH FENCE CORNER, 2 FEET NORTHEAST OF A
 FG1451'FENCE.  A STANDARD DISK, STAMPED X 141 1935 AND SET IN THE TOP OF A
 FG1451'CONCRETE POST.
 FG1451
 FG1451                          STATION RECOVERY (1973)
 FG1451
 FG1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1460 ***********************************************************************
 FG1460  DESIGNATION -  X 142
 FG1460  PID         -  FG1460
 FG1460  STATE/COUNTY-  AR/MADISON
 FG1460  USGS QUAD   -  PETTIGREW (1973)
 FG1460
 FG1460                         *CURRENT SURVEY CONTROL
 FG1460  ___________________________________________________________________
 FG1460* NAD 83(1986)-  35 46 32.     (N)    093 40 30.     (W)     SCALED    
 FG1460* NAVD 88     -       645.992  (meters)    2119.39   (feet)  ADJUSTED  
 FG1460  ___________________________________________________________________
 FG1460  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG1460  DYNAMIC HT  -         645.386 (meters)    2117.40  (feet)  COMP
 FG1460  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 FG1460
 FG1460  VERT ORDER  -  SECOND    CLASS 0
 FG1460
 FG1460.The horizontal coordinates were scaled from a topographic map and have
 FG1460.an estimated accuracy of +/- 6 seconds.
 FG1460
 FG1460.The orthometric height was determined by differential leveling
 FG1460.and adjusted by the National Geodetic Survey in June 1991..
 FG1460
 FG1460.The geoid height was determined by GEOID03.
 FG1460
 FG1460.The dynamic height is computed by dividing the NAVD 88
 FG1460.geopotential number by the normal gravity value computed on the
 FG1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1460.degrees latitude (g = 980.6199 gals.).
 FG1460
 FG1460.The modeled gravity was interpolated from observed gravity values.
 FG1460
 FG1460;                    North         East    Units  Estimated Accuracy
 FG1460;SPC AR N     -   161,290.      248,570.      MT  (+/- 180 meters Scaled)
 FG1460
 FG1460                          SUPERSEDED SURVEY CONTROL
 FG1460
 FG1460  NGVD 29 (??/??/92)  645.908  (m)         2119.12   (f) ADJ UNCH    2 0
 FG1460
 FG1460.Superseded values are not recommended for survey control.
 FG1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1460.See file dsdata.txt to determine how the superseded data were derived.
 FG1460
 FG1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV389592(NAD 83)
 FG1460_MARKER: DB = BENCH MARK DISK
 FG1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1460_STAMPING: X 142 1935
 FG1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1460+STABILITY: SURFACE MOTION
 FG1460
 FG1460  HISTORY     - Date     Condition        Report By
 FG1460  HISTORY     - 1935     MONUMENTED       CGS
 FG1460
 FG1460                          STATION DESCRIPTION
 FG1460
 FG1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1460'3.6 MI S FROM DUTTON.
 FG1460'3.6 MILES SOUTH ALONG THE OLD STAGE ROAD LEADING TO YALE FROM THE ST.
 FG1460'LOUIS-SAN FRANCISCO RAILWAY STATION AT DUTTON, MADISON COUNTY, ON THE
 FG1460'SADDLE OF A RIDGE, 0.2 MILE SOUTH OF THE ENTRANCE TO THE JOHN WHITE
 FG1460'GAP, 500 FEET NORTH OF THE MILTON PATTERICK FARMHOUSE, 150 FEET NORTH
 FG1460'OF THE NORTHEAST CORNER OF A FENCE, 73 FEET WEST OF A SUDDEN DROP INTO
 FG1460'A VALLEY, 45 FEET EAST OF THE FOOT OF A HILL, 43 FEET WEST OF THE
 FG1460'CENTERLINE OF THE ROAD, AND 6 FEET SOUTH OF A 14-INCH OAK TREE. A
 FG1460'STANDARD DISK, STAMPED X 142 1935 AND SET IN THE TOP OF A CONCRETE
 FG1460'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1352 ***********************************************************************
 FG1352  DESIGNATION -  X 143
 FG1352  PID         -  FG1352
 FG1352  STATE/COUNTY-  AR/MADISON
 FG1352  USGS QUAD   -  WITTER (1973)
 FG1352
 FG1352                         *CURRENT SURVEY CONTROL
 FG1352  ___________________________________________________________________
 FG1352* NAD 83(1986)-  35 57 20.     (N)    093 38 32.     (W)     SCALED    
 FG1352* NAVD 88     -       598.428  (meters)    1963.34   (feet)  ADJUSTED  
 FG1352  ___________________________________________________________________
 FG1352  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG1352  DYNAMIC HT  -         597.863 (meters)    1961.49  (feet)  COMP
 FG1352  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 FG1352
 FG1352  VERT ORDER  -  SECOND    CLASS 0
 FG1352
 FG1352.The horizontal coordinates were scaled from a topographic map and have
 FG1352.an estimated accuracy of +/- 6 seconds.
 FG1352
 FG1352.The orthometric height was determined by differential leveling
 FG1352.and adjusted by the National Geodetic Survey in June 1991..
 FG1352
 FG1352.The geoid height was determined by GEOID03.
 FG1352
 FG1352.The dynamic height is computed by dividing the NAVD 88
 FG1352.geopotential number by the normal gravity value computed on the
 FG1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1352.degrees latitude (g = 980.6199 gals.).
 FG1352
 FG1352.The modeled gravity was interpolated from observed gravity values.
 FG1352
 FG1352;                    North         East    Units  Estimated Accuracy
 FG1352;SPC AR N     -   181,210.      251,860.      MT  (+/- 180 meters Scaled)
 FG1352
 FG1352                          SUPERSEDED SURVEY CONTROL
 FG1352
 FG1352  NGVD 29 (??/??/92)  598.291  (m)         1962.89   (f) ADJ UNCH    2 0
 FG1352
 FG1352.Superseded values are not recommended for survey control.
 FG1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1352.See file dsdata.txt to determine how the superseded data were derived.
 FG1352
 FG1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV420792(NAD 83)
 FG1352_MARKER: DB = BENCH MARK DISK
 FG1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1352_STAMPING: X 143 1935
 FG1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1352+STABILITY: SURFACE MOTION
 FG1352
 FG1352  HISTORY     - Date     Condition        Report By
 FG1352  HISTORY     - 1935     MONUMENTED       CGS
 FG1352
 FG1352                          STATION DESCRIPTION
 FG1352
 FG1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1352'2.8 MI NW FROM VENUS.
 FG1352'2.8 MILES NORTHWEST ALONG THE VENUS-AURORA ROAD FROM THE SCHOOL AT
 FG1352'VENUS, MADISON COUNTY, ON A RIDGE, 1/2 MILE EAST OF A LARGE ROUND
 FG1352'KNOLL, 1/4 MILE WEST OF A LARGE ROUND KNOLL, 300 FEET SOUTHEAST OF THE
 FG1352'NORTHWEST RIM OF THE RIDGE, 275 FEET NORTHWEST OF THE SOUTHEAST RIM,
 FG1352'32 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 9 1/2 FEET
 FG1352'NORTHEAST OF A 14-INCH OAK TREE.  A STANDARD DISK, STAMPED X 143 1935
 FG1352'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0452 ***********************************************************************
 GF0452  DESIGNATION -  X 144
 GF0452  PID         -  GF0452
 GF0452  STATE/COUNTY-  AR/MADISON
 GF0452  USGS QUAD   -  OSAGE SW (1975)
 GF0452
 GF0452                         *CURRENT SURVEY CONTROL
 GF0452  ___________________________________________________________________
 GF0452* NAD 83(1986)-  36 06 27.     (N)    093 28 33.     (W)     SCALED    
 GF0452* NAVD 88     -       467.066  (meters)    1532.37   (feet)  ADJUSTED  
 GF0452  ___________________________________________________________________
 GF0452  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GF0452  DYNAMIC HT  -         466.634 (meters)    1530.95  (feet)  COMP
 GF0452  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 GF0452
 GF0452  VERT ORDER  -  SECOND    CLASS 0
 GF0452
 GF0452.The horizontal coordinates were scaled from a topographic map and have
 GF0452.an estimated accuracy of +/- 6 seconds.
 GF0452
 GF0452.The orthometric height was determined by differential leveling
 GF0452.and adjusted by the National Geodetic Survey in June 1991..
 GF0452
 GF0452.The geoid height was determined by GEOID03.
 GF0452
 GF0452.The dynamic height is computed by dividing the NAVD 88
 GF0452.geopotential number by the normal gravity value computed on the
 GF0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0452.degrees latitude (g = 980.6199 gals.).
 GF0452
 GF0452.The modeled gravity was interpolated from observed gravity values.
 GF0452
 GF0452;                    North         East    Units  Estimated Accuracy
 GF0452;SPC AR N     -   197,830.      267,120.      MT  (+/- 180 meters Scaled)
 GF0452
 GF0452                          SUPERSEDED SURVEY CONTROL
 GF0452
 GF0452  NGVD 29 (??/??/92)  466.944  (m)         1531.97   (f) ADJ UNCH    2 0
 GF0452
 GF0452.Superseded values are not recommended for survey control.
 GF0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0452.See file dsdata.txt to determine how the superseded data were derived.
 GF0452
 GF0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV571959(NAD 83)
 GF0452_MARKER: DB = BENCH MARK DISK
 GF0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0452_STAMPING: X 144 1935
 GF0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0452+STABILITY: SURFACE MOTION
 GF0452
 GF0452  HISTORY     - Date     Condition        Report By
 GF0452  HISTORY     - 1935     MONUMENTED       CGS
 GF0452
 GF0452                          STATION DESCRIPTION
 GF0452
 GF0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0452'0.8 MI E FROM KINGSTON.
 GF0452'0.8 MILE EAST ALONG STATE HIGHWAY 21 FROM THE BRIDGE OVER MAXWELL
 GF0452'CREEK AT KINGSTON, MADISON COUNTY, 5.1 MILES NORTHEAST ALONG
 GF0452'THE KINGSTON-OSAGE ROAD, 0.2 MILE WEST OF A SAWMILL, 26 FEET
 GF0452'EAST OF THE CENTERLINE OF THE ROAD, AT THE SLOPE OF A HILL, 14
 GF0452'FEET EAST OF A SOUTHWEST FENCE CORNER, AND 1 1/2 FEET SOUTH OF A
 GF0452'FENCE.  A STANDARD DISK, STAMPED X 144 1935 AND SET IN THE TOP
 GF0452'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0524 ***********************************************************************
 GF0524  DESIGNATION -  X 145
 GF0524  PID         -  GF0524
 GF0524  STATE/COUNTY-  AR/CARROLL
 GF0524  USGS QUAD   -  BERRYVILLE (1972)
 GF0524
 GF0524                         *CURRENT SURVEY CONTROL
 GF0524  ___________________________________________________________________
 GF0524* NAD 83(1986)-  36 18 15.     (N)    093 32 13.     (W)     SCALED    
 GF0524* NAVD 88     -       361.851  (meters)    1187.17   (feet)  ADJUSTED  
 GF0524  ___________________________________________________________________
 GF0524  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GF0524  DYNAMIC HT  -         361.529 (meters)    1186.12  (feet)  COMP
 GF0524  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 GF0524
 GF0524  VERT ORDER  -  SECOND    CLASS 0
 GF0524
 GF0524.The horizontal coordinates were scaled from a topographic map and have
 GF0524.an estimated accuracy of +/- 6 seconds.
 GF0524
 GF0524.The orthometric height was determined by differential leveling
 GF0524.and adjusted by the National Geodetic Survey in June 1991..
 GF0524
 GF0524.The geoid height was determined by GEOID03.
 GF0524
 GF0524.The dynamic height is computed by dividing the NAVD 88
 GF0524.geopotential number by the normal gravity value computed on the
 GF0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0524.degrees latitude (g = 980.6199 gals.).
 GF0524
 GF0524.The modeled gravity was interpolated from observed gravity values.
 GF0524
 GF0524;                    North         East    Units  Estimated Accuracy
 GF0524;SPC AR N     -   219,730.      261,960.      MT  (+/- 180 meters Scaled)
 GF0524
 GF0524                          SUPERSEDED SURVEY CONTROL
 GF0524
 GF0524  NGVD 29 (??/??/92)  361.718  (m)         1186.74   (f) ADJ UNCH    2 0
 GF0524
 GF0524.Superseded values are not recommended for survey control.
 GF0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0524.See file dsdata.txt to determine how the superseded data were derived.
 GF0524
 GF0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA517178(NAD 83)
 GF0524_MARKER: DB = BENCH MARK DISK
 GF0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0524_STAMPING: X 145 1935
 GF0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0524+STABILITY: SURFACE MOTION
 GF0524
 GF0524  HISTORY     - Date     Condition        Report By
 GF0524  HISTORY     - 1935     MONUMENTED       CGS
 GF0524  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0524
 GF0524                          STATION DESCRIPTION
 GF0524
 GF0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0524'1.7 MI N FROM CABANAL.
 GF0524'1.7 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 GF0524'CABANAL, CARROLL COUNTY, 0.15 MILE EAST OF THE W.R. MILLER
 GF0524'FARMHOUSE, 125 FEET NORTHWEST OF A BRIDGE AT THE BOTTOM OF A DIP
 GF0524'IN THE HIGHWAY, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GF0524'59 FEET SOUTHWEST OF A POLE, AND 1 1/2 FEET SOUTHWEST OF A
 GF0524'FENCE.  A STANDARD DISK, STAMPED X 145 1935 AND SET IN THE TOP
 GF0524'OF A CONCRETE POST.
 GF0524
 GF0524                          STATION RECOVERY (1971)
 GF0524
 GF0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0552 ***********************************************************************
 FG0552  DESIGNATION -  X 146
 FG0552  PID         -  FG0552
 FG0552  STATE/COUNTY-  AR/SEARCY
 FG0552  USGS QUAD   -  LESLIE (1963)
 FG0552
 FG0552                         *CURRENT SURVEY CONTROL
 FG0552  ___________________________________________________________________
 FG0552* NAD 83(1986)-  35 48 52.     (N)    092 32 20.     (W)     SCALED    
 FG0552* NAVD 88     -       292.522  (meters)     959.72   (feet)  ADJUSTED  
 FG0552  ___________________________________________________________________
 FG0552  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG0552  DYNAMIC HT  -         292.253 (meters)     958.83  (feet)  COMP
 FG0552  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 FG0552
 FG0552  VERT ORDER  -  SECOND    CLASS 0
 FG0552
 FG0552.The horizontal coordinates were scaled from a topographic map and have
 FG0552.an estimated accuracy of +/- 6 seconds.
 FG0552
 FG0552.The orthometric height was determined by differential leveling
 FG0552.and adjusted by the National Geodetic Survey in June 1991..
 FG0552
 FG0552.The geoid height was determined by GEOID03.
 FG0552
 FG0552.The dynamic height is computed by dividing the NAVD 88
 FG0552.geopotential number by the normal gravity value computed on the
 FG0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0552.degrees latitude (g = 980.6199 gals.).
 FG0552
 FG0552.The modeled gravity was interpolated from observed gravity values.
 FG0552
 FG0552;                    North         East    Units  Estimated Accuracy
 FG0552;SPC AR N     -   164,450.      351,300.      MT  (+/- 180 meters Scaled)
 FG0552
 FG0552                          SUPERSEDED SURVEY CONTROL
 FG0552
 FG0552  NGVD 29 (??/??/92)  292.394  (m)          959.30   (f) ADJ UNCH    2 0
 FG0552
 FG0552.Superseded values are not recommended for survey control.
 FG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0552.See file dsdata.txt to determine how the superseded data were derived.
 FG0552
 FG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV416634(NAD 83)
 FG0552_MARKER: DB = BENCH MARK DISK
 FG0552_SETTING: 80 = SET IN A BOULDER
 FG0552_SP_SET: SANDSTONE BOULDER
 FG0552_STAMPING: X 146 1935
 FG0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0552+STABILITY: SURFACE MOTION
 FG0552
 FG0552  HISTORY     - Date     Condition        Report By
 FG0552  HISTORY     - 1935     MONUMENTED       CGS
 FG0552
 FG0552                          STATION DESCRIPTION
 FG0552
 FG0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0552'1.6 MI S FROM LESLIE.
 FG0552'1.6 MILES SOUTH ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY FROM THE
 FG0552'STATION AT LESLIE, SEARCY COUNTY, 1,000 FEET NORTH OF U. S. HIGHWAY
 FG0552'65, 900 FEET SOUTH OF A TRESTLE, 65 FEET EAST OF POLE 183+13, 44 FEET
 FG0552'EAST OF THE CENTERLINE OF THE TRACK, AND IN A 4-BY 4-BY 6-FOOT
 FG0552'SANDSTONE BOULDER.  A STANDARD DISK, STAMPED X 146 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0539 ***********************************************************************
 FG0539  DESIGNATION -  X 147
 FG0539  PID         -  FG0539
 FG0539  STATE/COUNTY-  AR/VAN BUREN
 FG0539  USGS QUAD   -  BOTKINBURG (1965)
 FG0539
 FG0539                         *CURRENT SURVEY CONTROL
 FG0539  ___________________________________________________________________
 FG0539* NAD 83(1986)-  35 39 49.     (N)    092 36 43.     (W)     SCALED    
 FG0539* NAVD 88     -       422.981  (meters)    1387.73   (feet)  ADJUSTED  
 FG0539  ___________________________________________________________________
 FG0539  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0539  DYNAMIC HT  -         422.579 (meters)    1386.41  (feet)  COMP
 FG0539  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 FG0539
 FG0539  VERT ORDER  -  SECOND    CLASS 0
 FG0539
 FG0539.The horizontal coordinates were scaled from a topographic map and have
 FG0539.an estimated accuracy of +/- 6 seconds.
 FG0539
 FG0539.The orthometric height was determined by differential leveling
 FG0539.and adjusted by the National Geodetic Survey in June 1991..
 FG0539
 FG0539.The geoid height was determined by GEOID03.
 FG0539
 FG0539.The dynamic height is computed by dividing the NAVD 88
 FG0539.geopotential number by the normal gravity value computed on the
 FG0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0539.degrees latitude (g = 980.6199 gals.).
 FG0539
 FG0539.The modeled gravity was interpolated from observed gravity values.
 FG0539
 FG0539;                    North         East    Units  Estimated Accuracy
 FG0539;SPC AR N     -   147,760.      344,600.      MT  (+/- 180 meters Scaled)
 FG0539
 FG0539                          SUPERSEDED SURVEY CONTROL
 FG0539
 FG0539  NGVD 29 (??/??/92)  422.886  (m)         1387.42   (f) ADJ UNCH    2 0
 FG0539
 FG0539.Superseded values are not recommended for survey control.
 FG0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0539.See file dsdata.txt to determine how the superseded data were derived.
 FG0539
 FG0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV351467(NAD 83)
 FG0539_MARKER: DB = BENCH MARK DISK
 FG0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0539_STAMPING: X 147 1935
 FG0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0539+STABILITY: SURFACE MOTION
 FG0539
 FG0539  HISTORY     - Date     Condition        Report By
 FG0539  HISTORY     - 1935     MONUMENTED       CGS
 FG0539  HISTORY     - 1939     GOOD             NGS
 FG0539
 FG0539                          STATION DESCRIPTION
 FG0539
 FG0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0539'1.8 MI SE FROM COPELAND.
 FG0539'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF THE
 FG0539'DENNARD ROAD AT COPELAND, VAN BUREN COUNTY, AT A CURVE, 800 FEET
 FG0539'NORTHWEST OF A KNOLL, 98 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FG0539'AND IN A SMALL UNDERGROWTH OF SUMAC BUSHES.  A STANDARD DISK, STAMPED
 FG0539'X 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0608 ***********************************************************************
 FG0608  DESIGNATION -  X 149
 FG0608  PID         -  FG0608
 FG0608  STATE/COUNTY-  AR/SEARCY
 FG0608  USGS QUAD   -  MARSHALL (1980)
 FG0608
 FG0608                         *CURRENT SURVEY CONTROL
 FG0608  ___________________________________________________________________
 FG0608* NAD 83(1986)-  35 54 42.     (N)    092 38 28.     (W)     SCALED    
 FG0608* NAVD 88     -       297.803  (meters)     977.04   (feet)  ADJUSTED  
 FG0608  ___________________________________________________________________
 FG0608  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0608  DYNAMIC HT  -         297.530 (meters)     976.15  (feet)  COMP
 FG0608  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 FG0608
 FG0608  VERT ORDER  -  SECOND    CLASS 0
 FG0608
 FG0608.The horizontal coordinates were scaled from a topographic map and have
 FG0608.an estimated accuracy of +/- 6 seconds.
 FG0608
 FG0608.The orthometric height was determined by differential leveling
 FG0608.and adjusted by the National Geodetic Survey in June 1991..
 FG0608
 FG0608.The geoid height was determined by GEOID03.
 FG0608
 FG0608.The dynamic height is computed by dividing the NAVD 88
 FG0608.geopotential number by the normal gravity value computed on the
 FG0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0608.degrees latitude (g = 980.6199 gals.).
 FG0608
 FG0608.The modeled gravity was interpolated from observed gravity values.
 FG0608
 FG0608;                    North         East    Units  Estimated Accuracy
 FG0608;SPC AR N     -   175,290.      342,130.      MT  (+/- 180 meters Scaled)
 FG0608
 FG0608                          SUPERSEDED SURVEY CONTROL
 FG0608
 FG0608  NGVD 29 (??/??/92)  297.674  (m)          976.62   (f) ADJ UNCH    2 0
 FG0608
 FG0608.Superseded values are not recommended for survey control.
 FG0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0608.See file dsdata.txt to determine how the superseded data were derived.
 FG0608
 FG0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV323742(NAD 83)
 FG0608_MARKER: DB = BENCH MARK DISK
 FG0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0608_STAMPING: X 149 1935
 FG0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0608+STABILITY: SURFACE MOTION
 FG0608
 FG0608  HISTORY     - Date     Condition        Report By
 FG0608  HISTORY     - 1935     MONUMENTED       CGS
 FG0608  HISTORY     - 1959     GOOD             NGS
 FG0608  HISTORY     - 20060420 MARK NOT FOUND   ARHD
 FG0608
 FG0608                          STATION DESCRIPTION
 FG0608
 FG0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG0608'0.8 MI W FROM MARSHALL.
 FG0608'0.8 MILE WEST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY FROM THE
 FG0608'COURTHOUSE AT MARSHALL, SEARCY COUNTY, 900 FEET EAST OF BRIDGE 170.6,
 FG0608'99 FEET NORTHWEST OF POLE 171+ 20, 96 FEET NORTHEAST OF THE CENTERLINE
 FG0608'OF THE CROSSING, 69 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 15
 FG0608'FEET WEST OF A SOUTHWEST FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE. A
 FG0608'STANDARD DISK, STAMPED X 149 1935 AND SET IN THE TOP OF A CONCRETE
 FG0608'POST.
 FG0608
 FG0608                          STATION RECOVERY (2006)
 FG0608
 FG0608'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FG0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0612 ***********************************************************************
 FG0612  DESIGNATION -  X 150
 FG0612  PID         -  FG0612
 FG0612  STATE/COUNTY-  AR/SEARCY
 FG0612  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0612
 FG0612                         *CURRENT SURVEY CONTROL
 FG0612  ___________________________________________________________________
 FG0612* NAD 83(1986)-  35 45 55.     (N)    092 45 50.     (W)     SCALED    
 FG0612* NAVD 88     -       566.670  (meters)    1859.15   (feet)  ADJUSTED  
 FG0612  ___________________________________________________________________
 FG0612  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0612  DYNAMIC HT  -         566.127 (meters)    1857.37  (feet)  COMP
 FG0612  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 FG0612
 FG0612  VERT ORDER  -  SECOND    CLASS 0
 FG0612
 FG0612.The horizontal coordinates were scaled from a topographic map and have
 FG0612.an estimated accuracy of +/- 6 seconds.
 FG0612
 FG0612.The orthometric height was determined by differential leveling
 FG0612.and adjusted by the National Geodetic Survey in June 1991..
 FG0612
 FG0612.The geoid height was determined by GEOID03.
 FG0612
 FG0612.The dynamic height is computed by dividing the NAVD 88
 FG0612.geopotential number by the normal gravity value computed on the
 FG0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0612.degrees latitude (g = 980.6199 gals.).
 FG0612
 FG0612.The modeled gravity was interpolated from observed gravity values.
 FG0612
 FG0612;                    North         East    Units  Estimated Accuracy
 FG0612;SPC AR N     -   159,130.      330,930.      MT  (+/- 180 meters Scaled)
 FG0612
 FG0612                          SUPERSEDED SURVEY CONTROL
 FG0612
 FG0612  NGVD 29 (??/??/92)  566.565  (m)         1858.81   (f) ADJ UNCH    2 0
 FG0612
 FG0612.Superseded values are not recommended for survey control.
 FG0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0612.See file dsdata.txt to determine how the superseded data were derived.
 FG0612
 FG0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV213579(NAD 83)
 FG0612_MARKER: DB = BENCH MARK DISK
 FG0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0612_STAMPING: X 150 1935
 FG0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0612+STABILITY: SURFACE MOTION
 FG0612
 FG0612  HISTORY     - Date     Condition        Report By
 FG0612  HISTORY     - 1935     MONUMENTED       CGS
 FG0612  HISTORY     - 1935     GOOD             NGS
 FG0612  HISTORY     - 1975     MARK NOT FOUND   USGS
 FG0612
 FG0612                          STATION DESCRIPTION
 FG0612
 FG0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0612'1.5 MI S FROM IMO.
 FG0612'1.5 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT IMO,
 FG0612'SEARCY COUNTY, 0.3 MILE WEST OF WELCOME HOME SCHOOL, 54 FEET NORTHWEST
 FG0612'OF THE JUNCTION OF THE TRAM ROAD TO WATTS, 25 FEET WEST OF THE
 FG0612'CENTERLINE OF THE HIGHWAY, 37 FEET NORTH OF A SOUTHWEST FENCE CORNER,
 FG0612'AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED X 150 1935 AND
 FG0612'SET IN THE TOP OF A CONCRETE POST.
 FG0612
 FG0612                          STATION RECOVERY (1975)
 FG0612
 FG0612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FG0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0738 ***********************************************************************
 EJ0738  DESIGNATION -  X 151
 EJ0738  PID         -  EJ0738
 EJ0738  STATE/COUNTY-  AR/HOT SPRING
 EJ0738  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0738
 EJ0738                         *CURRENT SURVEY CONTROL
 EJ0738  ___________________________________________________________________
 EJ0738* NAD 83(1986)-  34 19 43.     (N)    092 59 31.     (W)     SCALED    
 EJ0738* NAVD 88     -       133.669  (meters)     438.55   (feet)  ADJUSTED  
 EJ0738  ___________________________________________________________________
 EJ0738  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ0738  DYNAMIC HT  -         133.538 (meters)     438.12  (feet)  COMP
 EJ0738  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 EJ0738
 EJ0738  VERT ORDER  -  SECOND    CLASS 0
 EJ0738
 EJ0738.The horizontal coordinates were scaled from a topographic map and have
 EJ0738.an estimated accuracy of +/- 6 seconds.
 EJ0738
 EJ0738.The orthometric height was determined by differential leveling
 EJ0738.and adjusted by the National Geodetic Survey in June 1991..
 EJ0738
 EJ0738.The geoid height was determined by GEOID03.
 EJ0738
 EJ0738.The dynamic height is computed by dividing the NAVD 88
 EJ0738.geopotential number by the normal gravity value computed on the
 EJ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0738.degrees latitude (g = 980.6199 gals.).
 EJ0738
 EJ0738.The modeled gravity was interpolated from observed gravity values.
 EJ0738
 EJ0738;                    North         East    Units  Estimated Accuracy
 EJ0738;SPC AR S     -   584,770.      308,720.      MT  (+/- 180 meters Scaled)
 EJ0738
 EJ0738                          SUPERSEDED SURVEY CONTROL
 EJ0738
 EJ0738  NGVD 29 (??/??/92)  133.676  (m)          438.57   (f) ADJ UNCH    2 0
 EJ0738
 EJ0738.Superseded values are not recommended for survey control.
 EJ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0738.See file dsdata.txt to determine how the superseded data were derived.
 EJ0738
 EJ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT007985(NAD 83)
 EJ0738_MARKER: DB = BENCH MARK DISK
 EJ0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0738_STAMPING: X 151 1935
 EJ0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0738+STABILITY: SURFACE MOTION
 EJ0738
 EJ0738  HISTORY     - Date     Condition        Report By
 EJ0738  HISTORY     - 1935     MONUMENTED       CGS
 EJ0738  HISTORY     - 20060925 MARK NOT FOUND   JCLS
 EJ0738
 EJ0738                          STATION DESCRIPTION
 EJ0738
 EJ0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0738'11.5 MI NW FROM DONALDSON.
 EJ0738'11.5 MILES NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ0738'DONALDSON, ALONG ANTIOCH ROAD, 0.9 MILE SOUTH OF THE JUNCTION WITH
 EJ0738'STATE HIGHWAY 84, 0.4 MILE SOUTH OF BAYOU CREEK, AT THE SUMMIT OF THE
 EJ0738'NORTH SLOPE OF A RIDGE, ABOUT 300 NORTH OF A FENCE CORNER AT THE EAST
 EJ0738'SIDE OF THE ROAD, 38 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 13
 EJ0738'FEET NORTH OF A 24-INCH BLAZED OAK TREE.  A STANDARD DISK, STAMPED X
 EJ0738'151 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0738
 EJ0738                          STATION RECOVERY (2006)
 EJ0738
 EJ0738'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EJ0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0421 ***********************************************************************
 GF0421  DESIGNATION -  X 152
 GF0421  PID         -  GF0421
 GF0421  STATE/COUNTY-  AR/NEWTON
 GF0421  USGS QUAD   -  PONCA (1967)
 GF0421
 GF0421                         *CURRENT SURVEY CONTROL
 GF0421  ___________________________________________________________________
 GF0421* NAD 83(1986)-  36 01 51.     (N)    093 15 20.     (W)     SCALED    
 GF0421* NAVD 88     -       643.535  (meters)    2111.33   (feet)  ADJUSTED  
 GF0421  ___________________________________________________________________
 GF0421  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GF0421  DYNAMIC HT  -         642.917 (meters)    2109.30  (feet)  COMP
 GF0421  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 GF0421
 GF0421  VERT ORDER  -  SECOND    CLASS 0
 GF0421
 GF0421.The horizontal coordinates were scaled from a topographic map and have
 GF0421.an estimated accuracy of +/- 6 seconds.
 GF0421
 GF0421.The orthometric height was determined by differential leveling
 GF0421.and adjusted by the National Geodetic Survey in June 1991..
 GF0421
 GF0421.The geoid height was determined by GEOID03.
 GF0421
 GF0421.The dynamic height is computed by dividing the NAVD 88
 GF0421.geopotential number by the normal gravity value computed on the
 GF0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0421.degrees latitude (g = 980.6199 gals.).
 GF0421
 GF0421.The modeled gravity was interpolated from observed gravity values.
 GF0421
 GF0421;                    North         East    Units  Estimated Accuracy
 GF0421;SPC AR N     -   189,050.      286,850.      MT  (+/- 180 meters Scaled)
 GF0421
 GF0421                          SUPERSEDED SURVEY CONTROL
 GF0421
 GF0421  NGVD 29 (??/??/92)  643.406  (m)         2110.91   (f) ADJ UNCH    2 0
 GF0421
 GF0421.Superseded values are not recommended for survey control.
 GF0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0421.See file dsdata.txt to determine how the superseded data were derived.
 GF0421
 GF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV769873(NAD 83)
 GF0421_MARKER: DB = BENCH MARK DISK
 GF0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0421_STAMPING: X 152 1935
 GF0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0421+STABILITY: SURFACE MOTION
 GF0421
 GF0421  HISTORY     - Date     Condition        Report By
 GF0421  HISTORY     - 1935     MONUMENTED       CGS
 GF0421
 GF0421                          STATION DESCRIPTION
 GF0421
 GF0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0421'5.2 MI W FROM JASPER.
 GF0421'5.2 MILES WEST ALONG THE JASPER-PONCA ROAD FROM THE COURTHOUSE
 GF0421'AT JASPER, NEWTON COUNTY, AT MT. SHERMAN SCHOOL, IN THE SOUTHEAST
 GF0421'CORNER OF THE YARD, 160 FEET SOUTHEAST OF THE SOUTHEAST
 GF0421'CORNER OF THE SCHOOLHOUSE, 55 FEET NORTH OF THE CENTERLINE OF
 GF0421'THE ROAD, 79 FEET EAST OF A CONCRETE-TOPPED WELL, 14 FEET EAST
 GF0421'OF A 14-INCH OAK TREE, AND 32 FEET WEST OF A RAIL FENCE.  A
 GF0421'STANDARD DISK, STAMPED X 152 1935 AND SET IN THE TOP OF A
 GF0421'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0792 ***********************************************************************
 FG0792  DESIGNATION -  X 156
 FG0792  PID         -  FG0792
 FG0792  STATE/COUNTY-  AR/NEWTON
 FG0792  USGS QUAD   -  FALLSVILLE (1975)
 FG0792
 FG0792                         *CURRENT SURVEY CONTROL
 FG0792  ___________________________________________________________________
 FG0792* NAD 83(1986)-  35 52 23.     (N)    093 29 44.     (W)     SCALED    
 FG0792* NAVD 88     -       721.865  (meters)    2368.32   (feet)  ADJUSTED  
 FG0792  ___________________________________________________________________
 FG0792  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG0792  DYNAMIC HT  -         721.165 (meters)    2366.02  (feet)  COMP
 FG0792  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 FG0792
 FG0792  VERT ORDER  -  SECOND    CLASS 0
 FG0792
 FG0792.The horizontal coordinates were scaled from a topographic map and have
 FG0792.an estimated accuracy of +/- 6 seconds.
 FG0792
 FG0792.The orthometric height was determined by differential leveling
 FG0792.and adjusted by the National Geodetic Survey in June 1991..
 FG0792
 FG0792.The geoid height was determined by GEOID03.
 FG0792
 FG0792.The dynamic height is computed by dividing the NAVD 88
 FG0792.geopotential number by the normal gravity value computed on the
 FG0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0792.degrees latitude (g = 980.6199 gals.).
 FG0792
 FG0792.The modeled gravity was interpolated from observed gravity values.
 FG0792
 FG0792;                    North         East    Units  Estimated Accuracy
 FG0792;SPC AR N     -   171,850.      264,950.      MT  (+/- 180 meters Scaled)
 FG0792
 FG0792                          SUPERSEDED SURVEY CONTROL
 FG0792
 FG0792  NGVD 29 (??/??/92)  721.770  (m)         2368.01   (f) ADJ UNCH    2 0
 FG0792
 FG0792.Superseded values are not recommended for survey control.
 FG0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0792.See file dsdata.txt to determine how the superseded data were derived.
 FG0792
 FG0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV552699(NAD 83)
 FG0792_MARKER: DB = BENCH MARK DISK
 FG0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0792_STAMPING: X 156 1935
 FG0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0792+STABILITY: SURFACE MOTION
 FG0792
 FG0792  HISTORY     - Date     Condition        Report By
 FG0792  HISTORY     - 1935     MONUMENTED       CGS
 FG0792
 FG0792                          STATION DESCRIPTION
 FG0792
 FG0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0792'3.8 MI NE FROM REDSTAR.
 FG0792'IN NEWTON COUNTY, 3.8 MILES NORTHEAST ALONG THE BOXLEY-REDSTAR ROAD
 FG0792'FROM THE POST OFFICE AT REDSTAR, MADISON COUNTY, AT ROBERTS GAP
 FG0792'SCHOOL, 225 FEET SOUTHWEST OF THE W. C. WILLIAMS FARMHOUSE, 63.5 FEET
 FG0792'EAST OF THE NORTHEAST CORNER OF THE SCHOOL, 61 FEET WEST OF THE
 FG0792'CENTERLINE OF THE ROAD, 10 FEET SOUTH OF AN 18-INCH OAK TREE, AND 9
 FG0792'FEET EAST OF A 14-INCH ELM TREE.  A STANDARD DISK, STAMPED X 156 1935
 FG0792'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0417 ***********************************************************************
 GF0417  DESIGNATION -  X 157
 GF0417  PID         -  GF0417
 GF0417  STATE/COUNTY-  AR/CARROLL
 GF0417  USGS QUAD   -  OSAGE NE (1968)
 GF0417
 GF0417                         *CURRENT SURVEY CONTROL
 GF0417  ___________________________________________________________________
 GF0417* NAD 83(1986)-  36 11 57.     (N)    093 22 23.     (W)     SCALED    
 GF0417* NAVD 88     -       430.742  (meters)    1413.19   (feet)  ADJUSTED  
 GF0417  ___________________________________________________________________
 GF0417  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GF0417  DYNAMIC HT  -         430.350 (meters)    1411.91  (feet)  COMP
 GF0417  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 GF0417
 GF0417  VERT ORDER  -  SECOND    CLASS 0
 GF0417
 GF0417.The horizontal coordinates were scaled from a topographic map and have
 GF0417.an estimated accuracy of +/- 6 seconds.
 GF0417
 GF0417.The orthometric height was determined by differential leveling
 GF0417.and adjusted by the National Geodetic Survey in June 1991..
 GF0417
 GF0417.The geoid height was determined by GEOID03.
 GF0417
 GF0417.The dynamic height is computed by dividing the NAVD 88
 GF0417.geopotential number by the normal gravity value computed on the
 GF0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0417.degrees latitude (g = 980.6199 gals.).
 GF0417
 GF0417.The modeled gravity was interpolated from observed gravity values.
 GF0417
 GF0417;                    North         East    Units  Estimated Accuracy
 GF0417;SPC AR N     -   207,870.      276,520.      MT  (+/- 180 meters Scaled)
 GF0417
 GF0417                          SUPERSEDED SURVEY CONTROL
 GF0417
 GF0417  NGVD 29 (??/??/92)  430.620  (m)         1412.79   (f) ADJ UNCH    2 0
 GF0417
 GF0417.Superseded values are not recommended for survey control.
 GF0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0417.See file dsdata.txt to determine how the superseded data were derived.
 GF0417
 GF0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA664061(NAD 83)
 GF0417_MARKER: DB = BENCH MARK DISK
 GF0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0417_STAMPING: X 157 1935
 GF0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0417+STABILITY: SURFACE MOTION
 GF0417
 GF0417  HISTORY     - Date     Condition        Report By
 GF0417  HISTORY     - 1935     MONUMENTED       CGS
 GF0417  HISTORY     - 1966     MARK NOT FOUND   USGS
 GF0417
 GF0417                          STATION DESCRIPTION
 GF0417
 GF0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0417'2.4 MI NE FROM OSAGE.
 GF0417'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 GF0417'AT OSAGE, CARROLL COUNTY, ON THE SLOPE OF A HILL, 0.2 MILE
 GF0417'SOUTHWEST OF THE ELLIS OLAR FARMHOUSE, 0.2 MILE NORTH OF THE JIM
 GF0417'DOTSON FARMHOUSE, 145 FEET SOUTHWEST OF A SMALL WOODEN BRIDGE ON
 GF0417'THE HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 13
 GF0417'FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE, AND 2 FEET NORTH
 GF0417'OF A FENCE.  A STANDARD DISK, STAMPED X 157 1935 AND SET IN THE
 GF0417'TOP OF A CONCRETE POST.
 GF0417
 GF0417                          STATION RECOVERY (1966)
 GF0417
 GF0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GF0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0403 ***********************************************************************
 GF0403  DESIGNATION -  X 158
 GF0403  PID         -  GF0403
 GF0403  STATE/COUNTY-  AR/BOONE
 GF0403  USGS QUAD   -  GAITHER (1967)
 GF0403
 GF0403                         *CURRENT SURVEY CONTROL
 GF0403  ___________________________________________________________________
 GF0403* NAD 83(1986)-  36 13 32.     (N)    093 12 22.     (W)     SCALED    
 GF0403* NAVD 88     -       447.935  (meters)    1469.60   (feet)  ADJUSTED  
 GF0403  ___________________________________________________________________
 GF0403  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GF0403  DYNAMIC HT  -         447.527 (meters)    1468.26  (feet)  COMP
 GF0403  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 GF0403
 GF0403  VERT ORDER  -  SECOND    CLASS 0
 GF0403
 GF0403.The horizontal coordinates were scaled from a topographic map and have
 GF0403.an estimated accuracy of +/- 6 seconds.
 GF0403
 GF0403.The orthometric height was determined by differential leveling
 GF0403.and adjusted by the National Geodetic Survey in June 1991..
 GF0403
 GF0403.The geoid height was determined by GEOID03.
 GF0403
 GF0403.The dynamic height is computed by dividing the NAVD 88
 GF0403.geopotential number by the normal gravity value computed on the
 GF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0403.degrees latitude (g = 980.6199 gals.).
 GF0403
 GF0403.The modeled gravity was interpolated from observed gravity values.
 GF0403
 GF0403;                    North         East    Units  Estimated Accuracy
 GF0403;SPC AR N     -   210,600.      291,570.      MT  (+/- 180 meters Scaled)
 GF0403
 GF0403                          SUPERSEDED SURVEY CONTROL
 GF0403
 GF0403  NGVD 29 (??/??/92)  447.804  (m)         1469.17   (f) ADJ UNCH    2 0
 GF0403
 GF0403.Superseded values are not recommended for survey control.
 GF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0403.See file dsdata.txt to determine how the superseded data were derived.
 GF0403
 GF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA814089(NAD 83)
 GF0403_MARKER: DB = BENCH MARK DISK
 GF0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0403_STAMPING: X 158 1935
 GF0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0403+STABILITY: SURFACE MOTION
 GF0403
 GF0403  HISTORY     - Date     Condition        Report By
 GF0403  HISTORY     - 1935     MONUMENTED       CGS
 GF0403  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0403
 GF0403                          STATION DESCRIPTION
 GF0403
 GF0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0403'2 MI E FROM BATAVIA.
 GF0403'2 MILES EAST ALONG OLD U.S. HIGHWAY 62 FROM THE MISSOURI AND
 GF0403'NORTH ARKANSAS RAILWAY STATION AT BATAVIA, BOONE COUNTY, 0.8
 GF0403'MILE SOUTHWEST ALONG THE BATAVIA-DELMAR ROAD, 100 FEET SOUTHWEST
 GF0403'OF A 30-INCH OAK TREE LOCATED 6 FEET EAST OF THE ROAD, 31 FEET
 GF0403'WEST OF THE CENTERLINE OF THE ROAD, 26 FEET WEST OF A SOUTHEAST
 GF0403'FENCE CORNER, 1 FOOT SOUTH OF A FENCE, AND IN A LOW FLAT PLACE
 GF0403'AT THE SOUTH END OF A SMALL FIELD.  A STANDARD DISK, STAMPED
 GF0403'X 158 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0403
 GF0403                          STATION RECOVERY (1965)
 GF0403
 GF0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0401 ***********************************************************************
 GF0401  DESIGNATION -  X 159
 GF0401  PID         -  GF0401
 GF0401  STATE/COUNTY-  AR/NEWTON
 GF0401  USGS QUAD   -  PONCA (1967)
 GF0401
 GF0401                         *CURRENT SURVEY CONTROL
 GF0401  ___________________________________________________________________
 GF0401* NAD 83(1986)-  36 01 10.     (N)    093 21 25.     (W)     SCALED    
 GF0401* NAVD 88     -       310.895  (meters)    1019.99   (feet)  ADJUSTED  
 GF0401  ___________________________________________________________________
 GF0401  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GF0401  DYNAMIC HT  -         310.610 (meters)    1019.06  (feet)  COMP
 GF0401  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GF0401
 GF0401  VERT ORDER  -  SECOND    CLASS 0
 GF0401
 GF0401.The horizontal coordinates were scaled from a topographic map and have
 GF0401.an estimated accuracy of +/- 6 seconds.
 GF0401
 GF0401.The orthometric height was determined by differential leveling
 GF0401.and adjusted by the National Geodetic Survey in June 1991..
 GF0401
 GF0401.The geoid height was determined by GEOID03.
 GF0401
 GF0401.The dynamic height is computed by dividing the NAVD 88
 GF0401.geopotential number by the normal gravity value computed on the
 GF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0401.degrees latitude (g = 980.6199 gals.).
 GF0401
 GF0401.The modeled gravity was interpolated from observed gravity values.
 GF0401
 GF0401;                    North         East    Units  Estimated Accuracy
 GF0401;SPC AR N     -   187,910.      277,690.      MT  (+/- 180 meters Scaled)
 GF0401
 GF0401                          SUPERSEDED SURVEY CONTROL
 GF0401
 GF0401  NGVD 29 (??/??/92)  310.787  (m)         1019.64   (f) ADJ UNCH    2 0
 GF0401
 GF0401.Superseded values are not recommended for survey control.
 GF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0401.See file dsdata.txt to determine how the superseded data were derived.
 GF0401
 GF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV678861(NAD 83)
 GF0401_MARKER: DB = BENCH MARK DISK
 GF0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0401_STAMPING: X 159 1935
 GF0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0401+STABILITY: SURFACE MOTION
 GF0401
 GF0401  HISTORY     - Date     Condition        Report By
 GF0401  HISTORY     - 1935     MONUMENTED       CGS
 GF0401  HISTORY     - 1935     GOOD             NGS
 GF0401
 GF0401                          STATION DESCRIPTION
 GF0401
 GF0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0401'0.5 MI S FROM PONCA.
 GF0401'0.5 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 GF0401'PONCA, NEWTON COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTHEAST
 GF0401'TO JASPER, 0.1 MILE SOUTH OF THE BUFFALO RIVER, 450 FEET NORTH
 GF0401'OF THE WILL BILLINE FARMHOUSE, 45 FEET EAST OF THE CENTER OF THE
 GF0401'JUNCTION, AND 1 FOOT NORTHWEST OF A FENCE.  A STANDARD DISK,
 GF0401'STAMPED X 159 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0516 ***********************************************************************
 GE0516  DESIGNATION -  X 16
 GE0516  PID         -  GE0516
 GE0516  STATE/COUNTY-  AR/FULTON
 GE0516  USGS QUAD   -  CAMP (1962)
 GE0516
 GE0516                         *CURRENT SURVEY CONTROL
 GE0516  ___________________________________________________________________
 GE0516* NAD 83(1986)-  36 24 51.     (N)    091 44 05.     (W)     SCALED    
 GE0516* NAVD 88     -       190.079  (meters)     623.62   (feet)  ADJUSTED  
 GE0516  ___________________________________________________________________
 GE0516  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE0516  DYNAMIC HT  -         189.921 (meters)     623.10  (feet)  COMP
 GE0516  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GE0516
 GE0516  VERT ORDER  -  SECOND    CLASS 0
 GE0516
 GE0516.The horizontal coordinates were scaled from a topographic map and have
 GE0516.an estimated accuracy of +/- 6 seconds.
 GE0516
 GE0516.The orthometric height was determined by differential leveling
 GE0516.and adjusted by the National Geodetic Survey in June 1991..
 GE0516
 GE0516.The geoid height was determined by GEOID03.
 GE0516
 GE0516.The dynamic height is computed by dividing the NAVD 88
 GE0516.geopotential number by the normal gravity value computed on the
 GE0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0516.degrees latitude (g = 980.6199 gals.).
 GE0516
 GE0516.The modeled gravity was interpolated from observed gravity values.
 GE0516
 GE0516;                    North         East    Units  Estimated Accuracy
 GE0516;SPC AR N     -   230,900.      423,790.      MT  (+/- 180 meters Scaled)
 GE0516
 GE0516                          SUPERSEDED SURVEY CONTROL
 GE0516
 GE0516  NGVD 29 (??/??/92)  189.962  (m)          623.23   (f) ADJ UNCH    2 0
 GE0516
 GE0516.Superseded values are not recommended for survey control.
 GE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0516.See file dsdata.txt to determine how the superseded data were derived.
 GE0516
 GE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA134306(NAD 83)
 GE0516_MARKER: DB = BENCH MARK DISK
 GE0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0516_STAMPING: 623.234 X 16 1932
 GE0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0516+STABILITY: SURFACE MOTION
 GE0516
 GE0516  HISTORY     - Date     Condition        Report By
 GE0516  HISTORY     - UNK      MONUMENTED       CGS
 GE0516  HISTORY     - 1932     GOOD             NGS
 GE0516  HISTORY     - 1935     GOOD             NGS
 GE0516
 GE0516                          STATION DESCRIPTION
 GE0516
 GE0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 GE0516'6.5 MI NE FROM SALEM.
 GE0516'ABOUT 6-1/2 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM SALEM,
 GE0516'FULTON COUNTY, AT CAMP, ABOUT 110 YARDS NORTHEAST OF THE
 GE0516'NORTHEAST END OF THE BRIDGE OVER CAMP CREEK, 73 FEET SOUTH OF
 GE0516'THE SOUTH CORNER OF THE PORCH OF THE J.N. SUTHERLAND HOUSE, 57
 GE0516'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND AT THE
 GE0516'SOUTH CORNER OF A SMALL GARDEN PLOT.  A STANDARD DISK, STAMPED
 GE0516'623.234 X 16 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GE0516
 GE0516                          STATION RECOVERY (1935)
 GE0516
 GE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1001 ***********************************************************************
 EJ1001  DESIGNATION -  X 161
 EJ1001  PID         -  EJ1001
 EJ1001  STATE/COUNTY-  AR/GARLAND
 EJ1001  USGS QUAD   -  AVANT (1975)
 EJ1001
 EJ1001                         *CURRENT SURVEY CONTROL
 EJ1001  ___________________________________________________________________
 EJ1001* NAD 83(1986)-  34 44 19.     (N)    093 21 25.     (W)     SCALED    
 EJ1001* NAVD 88     -       265.423  (meters)     870.81   (feet)  ADJUSTED  
 EJ1001  ___________________________________________________________________
 EJ1001  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 EJ1001  DYNAMIC HT  -         265.155 (meters)     869.93  (feet)  COMP
 EJ1001  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 EJ1001
 EJ1001  VERT ORDER  -  SECOND    CLASS 0
 EJ1001
 EJ1001.The horizontal coordinates were scaled from a topographic map and have
 EJ1001.an estimated accuracy of +/- 6 seconds.
 EJ1001
 EJ1001.The orthometric height was determined by differential leveling
 EJ1001.and adjusted by the National Geodetic Survey in June 1991..
 EJ1001
 EJ1001.The geoid height was determined by GEOID03.
 EJ1001
 EJ1001.The dynamic height is computed by dividing the NAVD 88
 EJ1001.geopotential number by the normal gravity value computed on the
 EJ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1001.degrees latitude (g = 980.6199 gals.).
 EJ1001
 EJ1001.The modeled gravity was interpolated from observed gravity values.
 EJ1001
 EJ1001;                    North         East    Units  Estimated Accuracy
 EJ1001;SPC AR S     -   630,640.      275,740.      MT  (+/- 180 meters Scaled)
 EJ1001
 EJ1001                          SUPERSEDED SURVEY CONTROL
 EJ1001
 EJ1001  NGVD 29 (??/??/92)  265.376  (m)          870.65   (f) ADJ UNCH    2 0
 EJ1001
 EJ1001.Superseded values are not recommended for survey control.
 EJ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1001.See file dsdata.txt to determine how the superseded data were derived.
 EJ1001
 EJ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU673441(NAD 83)
 EJ1001_MARKER: DB = BENCH MARK DISK
 EJ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1001_STAMPING: X 161 1935
 EJ1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1001+STABILITY: SURFACE MOTION
 EJ1001
 EJ1001  HISTORY     - Date     Condition        Report By
 EJ1001  HISTORY     - 1935     MONUMENTED       CGS
 EJ1001  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1001
 EJ1001                          STATION DESCRIPTION
 EJ1001
 EJ1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1001'2.9 MI NW FROM MT TABOR.
 EJ1001'2.9 MILES NORTHWEST ALONG THE ALY ROAD FROM THE CHURCH AT MOUNT TABOR,
 EJ1001'GARLAND COUNTY, 1.3 MILES SOUTHEAST OF THE JUNCTION OF THE GLADSTONE
 EJ1001'ROAD, 300 FEET NORTHWEST OF A SMALL CREEK FORD, AT THE SOUTHEAST END
 EJ1001'OF A LARGE ROCK SLIDE ON THE SOUTHWEST SLOPE OF A HILL, 21.5 FEET
 EJ1001'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 9.4 FEET SOUTHEAST OF A
 EJ1001'24-INCH PINE TREE WITH AN X-BLAZE ON THE SOUTHWEST SIDE. A STANDARD
 EJ1001'DISK, STAMPED X 161 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1001
 EJ1001                          STATION RECOVERY (1998)
 EJ1001
 EJ1001'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1277 ***********************************************************************
 EJ1277  DESIGNATION -  X 162
 EJ1277  PID         -  EJ1277
 EJ1277  STATE/COUNTY-  AR/MONTGOMERY
 EJ1277  USGS QUAD   -  BONNERDALE (1966)
 EJ1277
 EJ1277                         *CURRENT SURVEY CONTROL
 EJ1277  ___________________________________________________________________
 EJ1277* NAD 83(1986)-  34 28 13.     (N)    093 29 30.     (W)     SCALED    
 EJ1277* NAVD 88     -       231.738  (meters)     760.29   (feet)  ADJUSTED  
 EJ1277  ___________________________________________________________________
 EJ1277  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EJ1277  DYNAMIC HT  -         231.503 (meters)     759.52  (feet)  COMP
 EJ1277  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 EJ1277
 EJ1277  VERT ORDER  -  SECOND    CLASS 0
 EJ1277
 EJ1277.The horizontal coordinates were scaled from a topographic map and have
 EJ1277.an estimated accuracy of +/- 6 seconds.
 EJ1277
 EJ1277.The orthometric height was determined by differential leveling
 EJ1277.and adjusted by the National Geodetic Survey in June 1991..
 EJ1277
 EJ1277.The geoid height was determined by GEOID03.
 EJ1277
 EJ1277.The dynamic height is computed by dividing the NAVD 88
 EJ1277.geopotential number by the normal gravity value computed on the
 EJ1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1277.degrees latitude (g = 980.6199 gals.).
 EJ1277
 EJ1277.The modeled gravity was interpolated from observed gravity values.
 EJ1277
 EJ1277;                    North         East    Units  Estimated Accuracy
 EJ1277;SPC AR S     -   601,040.      262,970.      MT  (+/- 180 meters Scaled)
 EJ1277
 EJ1277                          SUPERSEDED SURVEY CONTROL
 EJ1277
 EJ1277  NGVD 29 (??/??/92)  231.703  (m)          760.18   (f) ADJ UNCH    2 0
 EJ1277
 EJ1277.Superseded values are not recommended for survey control.
 EJ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1277.See file dsdata.txt to determine how the superseded data were derived.
 EJ1277
 EJ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU548144(NAD 83)
 EJ1277_MARKER: DB = BENCH MARK DISK
 EJ1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1277_STAMPING: X 162 1935
 EJ1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1277+STABILITY: SURFACE MOTION
 EJ1277
 EJ1277  HISTORY     - Date     Condition        Report By
 EJ1277  HISTORY     - 1935     MONUMENTED       CGS
 EJ1277  HISTORY     - 1961     GOOD             NGS
 EJ1277
 EJ1277                          STATION DESCRIPTION
 EJ1277
 EJ1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1277'11.2 MI E FROM CADDO GAP.
 EJ1277'11.2 MILES EAST ALONG THE BUTTERMILK SPRINGS ROAD AND THE OLD
 EJ1277'DALLAS-HOT SPRINGS ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ1277'CADDO GAP, MONTGOMERY COUNTY, 75 FEET SOUTHWEST OF THE SOUTHWEST
 EJ1277'CORNER OF THE I.L. PETTITT FARMHOUSE, 22.4 FEET NORTH OF THE CENTER
 EJ1277'LINE OF THE ROAD, 15.5 FEET WEST OF A 36-INCH OAK TREE, 6 FEET NORTH
 EJ1277'OF A SOUTHEAST FENCE CORNER, AND 4.3 FEET SOUTH OF A POLE.  A STANDARD
 EJ1277'DISK, STAMPED X 162 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1044 ***********************************************************************
 EJ1044  DESIGNATION -  X 163
 EJ1044  PID         -  EJ1044
 EJ1044  STATE/COUNTY-  AR/GARLAND
 EJ1044  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 EJ1044
 EJ1044                         *CURRENT SURVEY CONTROL
 EJ1044  ___________________________________________________________________
 EJ1044* NAD 83(1986)-  34 31 16.     (N)    093 20 52.     (W)     SCALED    
 EJ1044* NAVD 88     -       214.438  (meters)     703.54   (feet)  ADJUSTED  
 EJ1044  ___________________________________________________________________
 EJ1044  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EJ1044  DYNAMIC HT  -         214.223 (meters)     702.83  (feet)  COMP
 EJ1044  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 EJ1044
 EJ1044  VERT ORDER  -  SECOND    CLASS 0
 EJ1044
 EJ1044.The horizontal coordinates were scaled from a topographic map and have
 EJ1044.an estimated accuracy of +/- 6 seconds.
 EJ1044
 EJ1044.The orthometric height was determined by differential leveling
 EJ1044.and adjusted by the National Geodetic Survey in June 1991..
 EJ1044
 EJ1044.The geoid height was determined by GEOID03.
 EJ1044
 EJ1044.The dynamic height is computed by dividing the NAVD 88
 EJ1044.geopotential number by the normal gravity value computed on the
 EJ1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1044.degrees latitude (g = 980.6199 gals.).
 EJ1044
 EJ1044.The modeled gravity was interpolated from observed gravity values.
 EJ1044
 EJ1044;                    North         East    Units  Estimated Accuracy
 EJ1044;SPC AR S     -   606,500.      276,260.      MT  (+/- 180 meters Scaled)
 EJ1044
 EJ1044                          SUPERSEDED SURVEY CONTROL
 EJ1044
 EJ1044  NGVD 29 (??/??/92)  214.406  (m)          703.43   (f) ADJ UNCH    2 0
 EJ1044
 EJ1044.Superseded values are not recommended for survey control.
 EJ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1044.See file dsdata.txt to determine how the superseded data were derived.
 EJ1044
 EJ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU680199(NAD 83)
 EJ1044_MARKER: DB = BENCH MARK DISK
 EJ1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1044_STAMPING: X 163 1935
 EJ1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1044+STABILITY: SURFACE MOTION
 EJ1044
 EJ1044  HISTORY     - Date     Condition        Report By
 EJ1044  HISTORY     - 1935     MONUMENTED       CGS
 EJ1044  HISTORY     - 1961     POOR             NGS
 EJ1044  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1044
 EJ1044                          STATION DESCRIPTION
 EJ1044
 EJ1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1044'0.9 MI W FROM CRYSTAL SPRINGS.
 EJ1044'0.9 MILE WEST ALONG U.S. HIGHWAY 270 FROM THE PUBLIC SCHOOL AT CRYSTAL
 EJ1044'SPRINGS, GARLAND COUNTY, 315 FEET WEST OF A CONCRETE CULVERT, 120 FEET
 EJ1044'WEST OF THE OLIVER WILE RESIDENCE, 36.7 FEET SOUTH OF THE CENTER LINE
 EJ1044'OF THE HIGHWAY, 33.5 FEET NORTHWEST OF A 24-INCH BLAZED PINE TREE, AND
 EJ1044'4.1 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED X 163 1935 AND SET
 EJ1044'IN THE TOP OF A CONCRETE POST.
 EJ1044
 EJ1044                          STATION RECOVERY (1989)
 EJ1044
 EJ1044'RECOVERY NOTE BY US POWER SQUADRON 1989 (JFA)
 EJ1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2384 ***********************************************************************
 EH2384  DESIGNATION -  X 164
 EH2384  PID         -  EH2384
 EH2384  STATE/COUNTY-  AR/PRAIRIE
 EH2384  USGS QUAD   -  DES ARC WEST (1994)
 EH2384
 EH2384                         *CURRENT SURVEY CONTROL
 EH2384  ___________________________________________________________________
 EH2384* NAD 83(1986)-  34 59 59.     (N)    091 32 06.     (W)     SCALED    
 EH2384* NAVD 88     -        61.813  (meters)     202.80   (feet)  ADJUSTED  
 EH2384  ___________________________________________________________________
 EH2384  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EH2384  DYNAMIC HT  -          61.756 (meters)     202.61  (feet)  COMP
 EH2384  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 EH2384
 EH2384  VERT ORDER  -  FIRST     CLASS II
 EH2384
 EH2384.The horizontal coordinates were scaled from a topographic map and have
 EH2384.an estimated accuracy of +/- 6 seconds.
 EH2384
 EH2384.The orthometric height was determined by differential leveling
 EH2384.and adjusted by the National Geodetic Survey in June 1991..
 EH2384
 EH2384.The geoid height was determined by GEOID03.
 EH2384
 EH2384.The dynamic height is computed by dividing the NAVD 88
 EH2384.geopotential number by the normal gravity value computed on the
 EH2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2384.degrees latitude (g = 980.6199 gals.).
 EH2384
 EH2384.The modeled gravity was interpolated from observed gravity values.
 EH2384
 EH2384;                    North         East    Units  Estimated Accuracy
 EH2384;SPC AR S     -   658,880.      442,450.      MT  (+/- 180 meters Scaled)
 EH2384
 EH2384                          SUPERSEDED SURVEY CONTROL
 EH2384
 EH2384  NGVD 29 (??/??/??)   61.803  (m)          202.77   (f) ADJUSTED    1 2
 EH2384
 EH2384.Superseded values are not recommended for survey control.
 EH2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2384.See file dsdata.txt to determine how the superseded data were derived.
 EH2384
 EH2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU336739(NAD 83)
 EH2384_MARKER: DB = BENCH MARK DISK
 EH2384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2384_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH2384_STAMPING: X 164 1955
 EH2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2384
 EH2384  HISTORY     - Date     Condition        Report By
 EH2384  HISTORY     - 1955     MONUMENTED       CGS
 EH2384  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH2384
 EH2384                          STATION DESCRIPTION
 EH2384
 EH2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2384'2.95 MI NW FROM DES ARC.
 EH2384'2.95 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2384'RAILROAD FROM THE STATION AT DES ARC, 0.45 MILE NORTHWEST OF MILEPOST
 EH2384'16, AT A PRIVATE ROAD CROSSING, 64 FEET SOUTHWEST OF THE SOUTHWEST
 EH2384'CORNER OF A FARMHOUSE, 48.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 23
 EH2384'FEET NORTHWEST OF A POWER POLE, 20.5 FEET SOUTHEAST OF A 16 INCH OAK
 EH2384'TREE, 2 FEET WEST OF A FENCE, SET IN THE TOP OF A 6 INCH CONCRETE PIPE
 EH2384'WHICH IS FILLED WITH CONCRETE AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EH2384
 EH2384                          STATION RECOVERY (2003)
 EH2384
 EH2384'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1605 ***********************************************************************
 FF1605  DESIGNATION -  X 165
 FF1605  PID         -  FF1605
 FF1605  STATE/COUNTY-  AR/SHARP
 FF1605  USGS QUAD   -  CAVE CITY (1989)
 FF1605
 FF1605                         *CURRENT SURVEY CONTROL
 FF1605  ___________________________________________________________________
 FF1605* NAD 83(1986)-  35 58 24.     (N)    091 33 22.     (W)     SCALED    
 FF1605* NAVD 88     -       179.816  (meters)     589.95   (feet)  ADJUSTED  
 FF1605  ___________________________________________________________________
 FF1605  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF1605  DYNAMIC HT  -         179.661 (meters)     589.44  (feet)  COMP
 FF1605  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 FF1605
 FF1605  VERT ORDER  -  SECOND    CLASS 0
 FF1605
 FF1605.The horizontal coordinates were scaled from a topographic map and have
 FF1605.an estimated accuracy of +/- 6 seconds.
 FF1605
 FF1605.The orthometric height was determined by differential leveling
 FF1605.and adjusted by the National Geodetic Survey in June 1991..
 FF1605
 FF1605.The geoid height was determined by GEOID03.
 FF1605
 FF1605.The dynamic height is computed by dividing the NAVD 88
 FF1605.geopotential number by the normal gravity value computed on the
 FF1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1605.degrees latitude (g = 980.6199 gals.).
 FF1605
 FF1605.The modeled gravity was interpolated from observed gravity values.
 FF1605
 FF1605;                    North         East    Units  Estimated Accuracy
 FF1605;SPC AR N     -   182,040.      440,030.      MT  (+/- 180 meters Scaled)
 FF1605
 FF1605                          SUPERSEDED SURVEY CONTROL
 FF1605
 FF1605  NGVD 29 (??/??/??)  179.738  (m)          589.69   (f) ADJUSTED    2 0
 FF1605
 FF1605.Superseded values are not recommended for survey control.
 FF1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1605.See file dsdata.txt to determine how the superseded data were derived.
 FF1605
 FF1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV301819(NAD 83)
 FF1605_MARKER: DB = BENCH MARK DISK
 FF1605_SETTING: 66 = SET IN ROCK OUTCROP
 FF1605_SP_SET: ROCK OUTCROP
 FF1605_STAMPING: X 165 1955
 FF1605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1605+STABILITY: POSITION/ELEVATION WELL
 FF1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1605+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005
 FF1605
 FF1605  HISTORY     - Date     Condition        Report By
 FF1605  HISTORY     - 1955     MONUMENTED       CGS
 FF1605  HISTORY     - 20020419 GOOD             USACE
 FF1605  HISTORY     - 20050331 GOOD             ARHD
 FF1605
 FF1605                          STATION DESCRIPTION
 FF1605
 FF1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1605'2.8 MI NW FROM CAVE CITY.
 FF1605'2.75 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 FF1605'AT CAVE CITY, 0.25 MILE NORTH OF THE TOP OF A HILL, 0.15 MILE
 FF1605'SOUTH OF A CURVE IN THE HIGHWAY, 67.2 FEET WEST OF THE CENTER
 FF1605'LINE OF THE HIGHWAY, 5.2 FEET WEST OF A FENCE, 0.35 MILE
 FF1605'SOUTH OF A CONCRETE BRIDGE, 5.0 FEET ABOVE THE LEVEL OF THE
 FF1605'HIGHWAY, 0.4 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 3 X 3
 FF1605'FOOT LIMESTONE OUTCROP.
 FF1605
 FF1605                          STATION RECOVERY (2002)
 FF1605
 FF1605'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1605'RECOVERED IN GOOD CONDITION.
 FF1605
 FF1605                          STATION RECOVERY (2005)
 FF1605
 FF1605'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FF1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5292 ***********************************************************************
 DG5292  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5292  DESIGNATION -  X 165X
 DG5292  PID         -  DG5292
 DG5292  STATE/COUNTY-  AR/SHARP
 DG5292  USGS QUAD   -  CAVE CITY (1989)
 DG5292
 DG5292                         *CURRENT SURVEY CONTROL
 DG5292  ___________________________________________________________________
 DG5292* NAD 83(1997)-  35 58 27.95232(N)    091 33 12.31248(W)     ADJUSTED  
 DG5292* NAVD 88     -       179.12   (meters)     587.7    (feet)  GPS OBS   
 DG5292  ___________________________________________________________________
 DG5292  X           -    -140,093.439 (meters)                     COMP
 DG5292  Y           -  -5,165,888.980 (meters)                     COMP
 DG5292  Z           -   3,725,984.874 (meters)                     COMP
 DG5292  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DG5292  ELLIP HEIGHT-         151.20  (meters)          (04/05/04) GPS OBS
 DG5292  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DG5292
 DG5292  HORZ ORDER  -  B
 DG5292  ELLP ORDER  -  FOURTH    CLASS I
 DG5292
 DG5292.The horizontal coordinates were established by GPS observations
 DG5292.and adjusted by the National Geodetic Survey in April 2004..
 DG5292
 DG5292.The orthometric height was determined by GPS observations and a
 DG5292.high-resolution geoid model using precise GPS observation and
 DG5292.processing techniques. It supersedes the leveled height previously
 DG5292.determined for this station.
 DG5292
 DG5292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5292
 DG5292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5292
 DG5292.The ellipsoidal height was determined by GPS observations
 DG5292.and is referenced to NAD 83.
 DG5292
 DG5292.The geoid height was determined by GEOID03.
 DG5292
 DG5292;                    North         East     Units Scale Factor Converg.
 DG5292;SPC AR N     -   182,159.951   440,276.494   MT  0.99995906   +0 15 35.5
 DG5292;SPC AR N     -   597,636.44  1,444,473.80   sFT  0.99995906   +0 15 35.5
 DG5292;UTM  15      - 3,982,079.781   630,423.210   MT  0.99980960   +0 50 59.6
 DG5292
 DG5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5292!SPC AR N     -   0.99997627  x   0.99995906  =   0.99993533
 DG5292!UTM  15      -   0.99997627  x   0.99980960  =   0.99978587
 DG5292
 DG5292                          SUPERSEDED SURVEY CONTROL
 DG5292
 DG5292  NAVD 88 (04/05/04)  179.10   (m)          587.6    (f) LEVELING    3  
 DG5292
 DG5292.Superseded values are not recommended for survey control.
 DG5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5292.See file dsdata.txt to determine how the superseded data were derived.
 DG5292
 DG5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3042382080(NAD 83)
 DG5292_MARKER: F = FLANGE-ENCASED ROD
 DG5292_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5292+WITH SETTING: INFORMATION.
 DG5292_STAMPING: X 165X 2002
 DG5292_MARK LOGO: USACE 
 DG5292_PROJECTION: RECESSED 8 CENTIMETERS
 DG5292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5292+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005
 DG5292_ROD/PIPE-DEPTH:  1.5 meters
 DG5292
 DG5292  HISTORY     - Date     Condition        Report By
 DG5292  HISTORY     - 20020608 MONUMENTED       EMCINC
 DG5292  HISTORY     - 20050331 GOOD             ARHD
 DG5292
 DG5292                          STATION DESCRIPTION
 DG5292
 DG5292'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5292'THE MARK IS LOCATED 1.85 KILOMETERS (1.15 MILES) NORTH OF CAVE CITY,
 DG5292'ARKANSAS AND 11.3 KILOMETERS (7.0 MILES) SOUTHEAST OF EVENING SHADE,
 DG5292'ARKANSAS.TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 58 AND
 DG5292'U.S. HIGHWAY 167 IN CAVE CITY, ARKANSAS, PROCEED NORTH ON U.S. 167,
 DG5292'1.85 KILOMETERS (1.15 MILES) TO THE MARK ON THE LEFT, ON THE WEST
 DG5292'SHOULDER OF U.S. 167.THE MARK IS 32.8 METERS (107.6 FEET) SOUTHEAST OF
 DG5292'BANCHMARK X 165, 13.2 METERS (43.3 FEET) SOUTH OF A GRAVEL DRIVE
 DG5292'LEADING WEST TO A PASTURE, 9.5 METERS (31.2 FEET) WEST OF THE CENTER
 DG5292'OF U.S. 167 AND 9.9 METERS (32.5 FEET) EAST OF A CARSONITE WITNESS
 DG5292'POST SET IN A NORTH-SOUTH BARBWIRE FENCE.THE MARK IS A MEMPHIS
 DG5292'DISTRICT CORPS OF ENGINEERS ALUMINUM CAP SET ON AN ALUMINUM ROD,
 DG5292'RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND.
 DG5292' 
 DG5292'
 DG5292
 DG5292                          STATION RECOVERY (2005)
 DG5292
 DG5292'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 DG5292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0644 ***********************************************************************
 GE0644  DESIGNATION -  X 166
 GE0644  PID         -  GE0644
 GE0644  STATE/COUNTY-  AR/SHARP
 GE0644  USGS QUAD   -  EVENING SHADE (1961)
 GE0644
 GE0644                         *CURRENT SURVEY CONTROL
 GE0644  ___________________________________________________________________
 GE0644* NAD 83(1986)-  36 02 39.     (N)    091 36 09.     (W)     SCALED    
 GE0644* NAVD 88     -       148.777  (meters)     488.11   (feet)  ADJUSTED  
 GE0644  ___________________________________________________________________
 GE0644  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GE0644  DYNAMIC HT  -         148.649 (meters)     487.69  (feet)  COMP
 GE0644  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 GE0644
 GE0644  VERT ORDER  -  SECOND    CLASS 0
 GE0644
 GE0644.The horizontal coordinates were scaled from a topographic map and have
 GE0644.an estimated accuracy of +/- 6 seconds.
 GE0644
 GE0644.The orthometric height was determined by differential leveling
 GE0644.and adjusted by the National Geodetic Survey in June 1991..
 GE0644
 GE0644.The geoid height was determined by GEOID03.
 GE0644
 GE0644.The dynamic height is computed by dividing the NAVD 88
 GE0644.geopotential number by the normal gravity value computed on the
 GE0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0644.degrees latitude (g = 980.6199 gals.).
 GE0644
 GE0644.The modeled gravity was interpolated from observed gravity values.
 GE0644
 GE0644;                    North         East    Units  Estimated Accuracy
 GE0644;SPC AR N     -   189,880.      435,820.      MT  (+/- 180 meters Scaled)
 GE0644
 GE0644                          SUPERSEDED SURVEY CONTROL
 GE0644
 GE0644  NGVD 29 (??/??/92)  148.689  (m)          487.82   (f) ADJ UNCH    2 0
 GE0644
 GE0644.Superseded values are not recommended for survey control.
 GE0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0644.See file dsdata.txt to determine how the superseded data were derived.
 GE0644
 GE0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV258897(NAD 83)
 GE0644_MARKER: DB = BENCH MARK DISK
 GE0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0644_SP_SET: CULVERT
 GE0644_STAMPING: X 166 1955
 GE0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0644
 GE0644  HISTORY     - Date     Condition        Report By
 GE0644  HISTORY     - 1955     MONUMENTED       CGS
 GE0644
 GE0644                          STATION DESCRIPTION
 GE0644
 GE0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0644'2.4 MI S FROM EVENING SHADE.
 GE0644'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0644'EVENING SHADE, THENCE 2.2 MILES SOUTH ALONG STATE HIGHWAY 11, 20
 GE0644'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT THE FOOT
 GE0644'OF A LONG HILL, SET IN THE TOP OF THE NORTHWEST END OF THE
 GE0644'SOUTHWEST HEADWALL OF A LARGE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1129 ***********************************************************************
 EH1129  DESIGNATION -  X 167
 EH1129  PID         -  EH1129
 EH1129  STATE/COUNTY-  AR/MONROE
 EH1129  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1129
 EH1129                         *CURRENT SURVEY CONTROL
 EH1129  ___________________________________________________________________
 EH1129* NAD 83(1986)-  34 51 53.     (N)    091 16 12.     (W)     SCALED    
 EH1129* NAVD 88     -        53.578  (meters)     175.78   (feet)  ADJUSTED  
 EH1129  ___________________________________________________________________
 EH1129  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1129  DYNAMIC HT  -          53.529 (meters)     175.62  (feet)  COMP
 EH1129  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 EH1129
 EH1129  VERT ORDER  -  FIRST     CLASS II
 EH1129
 EH1129.The horizontal coordinates were scaled from a topographic map and have
 EH1129.an estimated accuracy of +/- 6 seconds.
 EH1129
 EH1129.The orthometric height was determined by differential leveling
 EH1129.and adjusted by the National Geodetic Survey in June 1991..
 EH1129
 EH1129.The geoid height was determined by GEOID03.
 EH1129
 EH1129.The dynamic height is computed by dividing the NAVD 88
 EH1129.geopotential number by the normal gravity value computed on the
 EH1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1129.degrees latitude (g = 980.6199 gals.).
 EH1129
 EH1129.The modeled gravity was interpolated from observed gravity values.
 EH1129
 EH1129;                    North         East    Units  Estimated Accuracy
 EH1129;SPC AR S     -   644,040.      466,750.      MT  (+/- 180 meters Scaled)
 EH1129
 EH1129                          SUPERSEDED SURVEY CONTROL
 EH1129
 EH1129  NGVD 29 (??/??/??)   53.580  (m)          175.79   (f) ADJUSTED    1 2
 EH1129
 EH1129.Superseded values are not recommended for survey control.
 EH1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1129.See file dsdata.txt to determine how the superseded data were derived.
 EH1129
 EH1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU581594(NAD 83)
 EH1129_MARKER: DB = BENCH MARK DISK
 EH1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1129_STAMPING: X 167 1955
 EH1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1129+STABILITY: SURFACE MOTION
 EH1129
 EH1129  HISTORY     - Date     Condition        Report By
 EH1129  HISTORY     - 1955     MONUMENTED       CGS
 EH1129  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1129
 EH1129                          STATION DESCRIPTION
 EH1129
 EH1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1129'4.85 MI SW FROM BRINKLEY.
 EH1129'ABOUT 4.85 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1129'RAILROAD FROM THE STATION AT BRINKLEY, ABOUT 120 YARDS SOUTHWEST OF
 EH1129'MILE POLE 74, ABOUT 0.2 MILE NORTHEAST OF ROAD CROSSING AND STATION
 EH1129'SIGN AT EDEN, 85 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 206 FEET SOUTH
 EH1129'OF SOUTH CORNER OF TRESTLE NO. 740, 192 FEET SOUTH AND ACROSS TRACK
 EH1129'FROM A SWITCH STAND AT NORTHEAST END OF DOUBLE TRACK, 1 FOOT NORTHWEST
 EH1129'OF A FENCE LINE, 65 1/2 FEET SOUTH OF THE SECOND TELEPHONE POLE (NO.
 EH1129'3122) SOUTHWEST OF SOUTHWEST END OF TRESTLE, 103 FEET EAST OF
 EH1129'TELEPHONE POLE NO. 3123, 1 FOOT NORTH OF A PAINTED IRON FENCE POST, 8
 EH1129'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 EH1129'PROJECTING 3 INCHES.
 EH1129
 EH1129                          STATION RECOVERY (1967)
 EH1129
 EH1129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1206 ***********************************************************************
 EH1206  DESIGNATION -  X 168
 EH1206  PID         -  EH1206
 EH1206  STATE/COUNTY-  AR/MONROE
 EH1206  USGS QUAD   -  CLARENDON (1968)
 EH1206
 EH1206                         *CURRENT SURVEY CONTROL
 EH1206  ___________________________________________________________________
 EH1206* NAD 83(1986)-  34 40 29.     (N)    091 19 29.     (W)     SCALED    
 EH1206* NAVD 88     -        55.429  (meters)     181.85   (feet)  ADJUSTED  
 EH1206  ___________________________________________________________________
 EH1206  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH1206  DYNAMIC HT  -          55.376 (meters)     181.68  (feet)  COMP
 EH1206  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 EH1206
 EH1206  VERT ORDER  -  FIRST     CLASS II
 EH1206
 EH1206.The horizontal coordinates were scaled from a topographic map and have
 EH1206.an estimated accuracy of +/- 6 seconds.
 EH1206
 EH1206.The orthometric height was determined by differential leveling
 EH1206.and adjusted by the National Geodetic Survey in June 1991..
 EH1206
 EH1206.The geoid height was determined by GEOID03.
 EH1206
 EH1206.The dynamic height is computed by dividing the NAVD 88
 EH1206.geopotential number by the normal gravity value computed on the
 EH1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1206.degrees latitude (g = 980.6199 gals.).
 EH1206
 EH1206.The modeled gravity was interpolated from observed gravity values.
 EH1206
 EH1206;                    North         East    Units  Estimated Accuracy
 EH1206;SPC AR S     -   622,930.      461,890.      MT  (+/- 180 meters Scaled)
 EH1206
 EH1206                          SUPERSEDED SURVEY CONTROL
 EH1206
 EH1206  NGVD 29 (??/??/??)   55.450  (m)          181.92   (f) ADJUSTED    1 2
 EH1206
 EH1206.Superseded values are not recommended for survey control.
 EH1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1206.See file dsdata.txt to determine how the superseded data were derived.
 EH1206
 EH1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU534382(NAD 83)
 EH1206_MARKER: DB = BENCH MARK DISK
 EH1206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1206_SP_SET: PIER
 EH1206_STAMPING: X 168 1955
 EH1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1206
 EH1206  HISTORY     - Date     Condition        Report By
 EH1206  HISTORY     - 1955     MONUMENTED       CGS
 EH1206
 EH1206                          STATION DESCRIPTION
 EH1206
 EH1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1206'1.75 MI SW FROM CLARENDON.
 EH1206'ABOUT 1.75 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1206'FROM THE STAITON AT CLARENDON, ABOUT 0.25 MILE NORTHEAST OF MILE POLE
 EH1206'216, IN THE TOP OF SOUTHEAST END OF THE TOP PART OF CONCRETE PIER NO.
 EH1206'9 OF 2-MILE LONG TRESTLE, ABOUT 1.0 MILE SOUTHWEST OF SOUTHWEST END OF
 EH1206'STEEL BRIDGE OVER WHITE RIVER, 4 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL,
 EH1206'AND ABOUT 1/3 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0969 ***********************************************************************
 EH0969  DESIGNATION -  X 169
 EH0969  PID         -  EH0969
 EH0969  STATE/COUNTY-  AR/ST FRANCIS
 EH0969  USGS QUAD   -  HAYNES (1992)
 EH0969
 EH0969                         *CURRENT SURVEY CONTROL
 EH0969  ___________________________________________________________________
 EH0969* NAD 83(1986)-  34 59 58.     (N)    090 48 48.     (W)     SCALED    
 EH0969* NAVD 88     -        68.141  (meters)     223.56   (feet)  ADJUSTED  
 EH0969  ___________________________________________________________________
 EH0969  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0969  DYNAMIC HT  -          68.078 (meters)     223.35  (feet)  COMP
 EH0969  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 EH0969
 EH0969  VERT ORDER  -  FIRST     CLASS II
 EH0969
 EH0969.The horizontal coordinates were scaled from a topographic map and have
 EH0969.an estimated accuracy of +/- 6 seconds.
 EH0969
 EH0969.The orthometric height was determined by differential leveling
 EH0969.and adjusted by the National Geodetic Survey in June 1991..
 EH0969.WARNING-Repeat measurements at this control monument indicate possible
 EH0969.vertical movement.
 EH0969
 EH0969.The geoid height was determined by GEOID03.
 EH0969
 EH0969.The dynamic height is computed by dividing the NAVD 88
 EH0969.geopotential number by the normal gravity value computed on the
 EH0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0969.degrees latitude (g = 980.6199 gals.).
 EH0969
 EH0969.The modeled gravity was interpolated from observed gravity values.
 EH0969
 EH0969;                    North         East    Units  Estimated Accuracy
 EH0969;SPC AR N     -    74,550.      508,330.      MT  (+/- 180 meters Scaled)
 EH0969
 EH0969                          SUPERSEDED SURVEY CONTROL
 EH0969
 EH0969  NGVD 29 (??/??/??)   68.127  (m)          223.51   (f) ADJUSTED    1 2
 EH0969
 EH0969.Superseded values are not recommended for survey control.
 EH0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0969.See file dsdata.txt to determine how the superseded data were derived.
 EH0969
 EH0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU995751(NAD 83)
 EH0969_MARKER: DB = BENCH MARK DISK
 EH0969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0969_SP_SET: CULVERT
 EH0969_STAMPING: X 169 1955
 EH0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0969+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 EH0969
 EH0969  HISTORY     - Date     Condition        Report By
 EH0969  HISTORY     - 1955     MONUMENTED       CGS
 EH0969  HISTORY     - 20030403 GOOD             USACE
 EH0969
 EH0969                          STATION DESCRIPTION
 EH0969
 EH0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0969'1.7 MI SW FROM FORREST CITY.
 EH0969'ABOUT 1.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0969'RAILROAD FROM THE STATION AT FORREST CITY, ABOUT 0.2 MILE SOUTHWEST OF
 EH0969'FORREST CITY SEWER DISPOSAL PLANT, ABOUT 200 YARDS SOUTHWEST OF
 EH0969'TRESTLE NO. 463, ABOUT MIDWAY BETWEEN MILE POLES 46 AND 47, 89 1/2
 EH0969'FEET NORTHWEST OF NORTHWEST RAIL, 198 FEET WEST OF CENTER OF A ROAD
 EH0969'CROSSING, 11 1/2 FEET NORTHWEST OF CENTER LINE OF A GRAVEL ROAD
 EH0969'PARALLELING THE TRACK, IN THE TOP OF CENTER OF NORTHWEST HEAD WALL OF
 EH0969'A 4-FOOT CONCRETE CULVERT UNDER GRAVEL ROAD AND ABOUT 2 1/2 FEET ABOVE
 EH0969'LEVEL OF ROAD.
 EH0969
 EH0969                          STATION RECOVERY (2003)
 EH0969
 EH0969'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0015 ***********************************************************************
 FG0015  DESIGNATION -  X 17
 FG0015  PID         -  FG0015
 FG0015  STATE/COUNTY-  AR/STONE
 FG0015  USGS QUAD   -  SYLAMORE (1975)
 FG0015
 FG0015                         *CURRENT SURVEY CONTROL
 FG0015  ___________________________________________________________________
 FG0015* NAD 83(1986)-  35 54 07.     (N)    092 06 09.     (W)     SCALED    
 FG0015* NAVD 88     -       206.635  (meters)     677.93   (feet)  ADJUSTED  
 FG0015  ___________________________________________________________________
 FG0015  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FG0015  DYNAMIC HT  -         206.454 (meters)     677.34  (feet)  COMP
 FG0015  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 FG0015
 FG0015  VERT ORDER  -  SECOND    CLASS 0
 FG0015
 FG0015.The horizontal coordinates were scaled from a topographic map and have
 FG0015.an estimated accuracy of +/- 6 seconds.
 FG0015
 FG0015.The orthometric height was determined by differential leveling
 FG0015.and adjusted by the National Geodetic Survey in June 1991..
 FG0015
 FG0015.The geoid height was determined by GEOID03.
 FG0015
 FG0015.The dynamic height is computed by dividing the NAVD 88
 FG0015.geopotential number by the normal gravity value computed on the
 FG0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0015.degrees latitude (g = 980.6199 gals.).
 FG0015
 FG0015.The modeled gravity was interpolated from observed gravity values.
 FG0015
 FG0015;                    North         East    Units  Estimated Accuracy
 FG0015;SPC AR N     -   174,030.      390,750.      MT  (+/- 180 meters Scaled)
 FG0015
 FG0015                          SUPERSEDED SURVEY CONTROL
 FG0015
 FG0015  NGVD 29 (??/??/92)  206.539  (m)          677.62   (f) ADJ UNCH    2 0
 FG0015
 FG0015.Superseded values are not recommended for survey control.
 FG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0015.See file dsdata.txt to determine how the superseded data were derived.
 FG0015
 FG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV809734(NAD 83)
 FG0015_MARKER: DB = BENCH MARK DISK
 FG0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0015+STABILITY: SURFACE MOTION
 FG0015
 FG0015  HISTORY     - Date     Condition        Report By
 FG0015  HISTORY     - UNK      MONUMENTED       CGS
 FG0015  HISTORY     - 1932     GOOD             NGS
 FG0015  HISTORY     - 1935     GOOD             NGS
 FG0015
 FG0015                          STATION DESCRIPTION
 FG0015
 FG0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0015'3.50 MI NE FROM MOUNTAIN VIEW.
 FG0015'LOCATED IN THE N.W. CORNER OF THE FRONT YARD OF THE FARM HOUSE OWNED
 FG0015'BY M.G. HOPPER.  31 FEET E X N OF THE CENTERLINE OF HIGHWAY NO. 9, 93
 FG0015'FEET WEST OF THE N.W. CORNER OF THE HOUSE AND 6 FEET EAST AND 1 FOOT
 FG0015'SOUTH OF THE N.W. CORNER OF THE YARD.
 FG0015
 FG0015                          STATION RECOVERY (1935)
 FG0015
 FG0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FG0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0897 ***********************************************************************
 EH0897  DESIGNATION -  X 170
 EH0897  PID         -  EH0897
 EH0897  STATE/COUNTY-  AR/PHILLIPS
 EH0897  USGS QUAD   -  WEST HELENA (1982)
 EH0897
 EH0897                         *CURRENT SURVEY CONTROL
 EH0897  ___________________________________________________________________
 EH0897* NAD 83(1986)-  34 34 08.     (N)    090 41 14.     (W)     SCALED    
 EH0897* NAVD 88     -        65.847  (meters)     216.03   (feet)  ADJUSTED  
 EH0897  ___________________________________________________________________
 EH0897  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0897  DYNAMIC HT  -          65.783 (meters)     215.82  (feet)  COMP
 EH0897  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 EH0897
 EH0897  VERT ORDER  -  FIRST     CLASS II
 EH0897
 EH0897.The horizontal coordinates were scaled from a topographic map and have
 EH0897.an estimated accuracy of +/- 6 seconds.
 EH0897
 EH0897.The orthometric height was determined by differential leveling
 EH0897.and adjusted by the National Geodetic Survey in June 1991..
 EH0897
 EH0897.The geoid height was determined by GEOID03.
 EH0897
 EH0897.The dynamic height is computed by dividing the NAVD 88
 EH0897.geopotential number by the normal gravity value computed on the
 EH0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0897.degrees latitude (g = 980.6199 gals.).
 EH0897
 EH0897.The modeled gravity was interpolated from observed gravity values.
 EH0897
 EH0897;                    North         East    Units  Estimated Accuracy
 EH0897;SPC AR S     -   611,760.      520,460.      MT  (+/- 180 meters Scaled)
 EH0897
 EH0897                          SUPERSEDED SURVEY CONTROL
 EH0897
 EH0897  NGVD 29 (??/??/??)   65.878  (m)          216.13   (f) ADJUSTED    1 2
 EH0897
 EH0897.Superseded values are not recommended for survey control.
 EH0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0897.See file dsdata.txt to determine how the superseded data were derived.
 EH0897
 EH0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU121276(NAD 83)
 EH0897_MARKER: DB = BENCH MARK DISK
 EH0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0897_STAMPING: X 170 1956
 EH0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0897+STABILITY: SURFACE MOTION
 EH0897
 EH0897  HISTORY     - Date     Condition        Report By
 EH0897  HISTORY     - 1956     MONUMENTED       CGS
 EH0897  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0897  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0897
 EH0897                          STATION DESCRIPTION
 EH0897
 EH0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0897'4.25 MI NW FROM WEST HELENA.
 EH0897'ABOUT 2.35 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE BAPTIST
 EH0897'CHURCH AT WEST HELENA, THENCE ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY
 EH0897'185, THENCE ABOUT 0.9 MILE WEST ALONG A DIRT ROAD, ABOUT 0.9 MILE WEST
 EH0897'OF ENTRANCE TO THOMPSON-ROBBINS AIRPORT, ABOUT 0.1 MILE WEST OF A
 EH0897'WOODEN BRIDGE OVER A SMALL CREEK AND THE JUNCTION OF A DIRT ROAD
 EH0897'LEADING SOUTH, 20 FEET NORTH OF CENTER LINE OF ROAD, 122 FEET
 EH0897'NORTHWEST OF CENTER OF JUNCTION OF ROAD AND A SMALL ROAD LEADING SOUTH
 EH0897'AND UPHILL TO A FARM HOUSE, 14 1/2 FEET EAST OF A FENCE CORNER, 1 FOOT
 EH0897'SOUTH OF A FENCE LINE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 EH0897'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH0897'2 INCHES.
 EH0897
 EH0897                          STATION RECOVERY (1976)
 EH0897
 EH0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0897'MARK NOT FOUND.
 EH0897
 EH0897                          STATION RECOVERY (1978)
 EH0897
 EH0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0884 ***********************************************************************
 EH0884  DESIGNATION -  X 171
 EH0884  PID         -  EH0884
 EH0884  STATE/COUNTY-  AR/LEE
 EH0884  USGS QUAD   -  LA GRANGE (1982)
 EH0884
 EH0884                         *CURRENT SURVEY CONTROL
 EH0884  ___________________________________________________________________
 EH0884* NAD 83(1986)-  34 38 33.     (N)    090 44 27.     (W)     SCALED    
 EH0884* NAVD 88     -        62.833  (meters)     206.14   (feet)  ADJUSTED  
 EH0884  ___________________________________________________________________
 EH0884  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0884  DYNAMIC HT  -          62.773 (meters)     205.95  (feet)  COMP
 EH0884  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 EH0884
 EH0884  VERT ORDER  -  FIRST     CLASS II
 EH0884
 EH0884.The horizontal coordinates were scaled from a topographic map and have
 EH0884.an estimated accuracy of +/- 6 seconds.
 EH0884
 EH0884.The orthometric height was determined by differential leveling
 EH0884.and adjusted by the National Geodetic Survey in June 1991..
 EH0884
 EH0884.The geoid height was determined by GEOID03.
 EH0884
 EH0884.The dynamic height is computed by dividing the NAVD 88
 EH0884.geopotential number by the normal gravity value computed on the
 EH0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0884.degrees latitude (g = 980.6199 gals.).
 EH0884
 EH0884.The modeled gravity was interpolated from observed gravity values.
 EH0884
 EH0884;                    North         East    Units  Estimated Accuracy
 EH0884;SPC AR S     -   619,860.      515,440.      MT  (+/- 180 meters Scaled)
 EH0884
 EH0884                          SUPERSEDED SURVEY CONTROL
 EH0884
 EH0884  NGVD 29 (??/??/??)   62.853  (m)          206.21   (f) ADJUSTED    1 2
 EH0884
 EH0884.Superseded values are not recommended for survey control.
 EH0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0884.See file dsdata.txt to determine how the superseded data were derived.
 EH0884
 EH0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU070357(NAD 83)
 EH0884_MARKER: DB = BENCH MARK DISK
 EH0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0884_STAMPING: X 171 1956
 EH0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0884+STABILITY: SURFACE MOTION
 EH0884
 EH0884  HISTORY     - Date     Condition        Report By
 EH0884  HISTORY     - 1956     MONUMENTED       CGS
 EH0884
 EH0884                          STATION DESCRIPTION
 EH0884
 EH0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0884'1.05 MI S FROM LA GRANGE.
 EH0884'ABOUT 1.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0884'ROAD CROSSING AT LA GRANGE, ABOUT 0.2 MILE SOUTH OF CROSSING OF A
 EH0884'POWER TRANSMISSION LINE, ABOUT 295 YARDS SOUTH OF SOUTH END OF TRESTLE
 EH0884'NO. 322.1, 47 FEET WEST OF WEST RAIL, 1 FOOT EAST OF A FENCE LINE, 2
 EH0884'FEET SOUTHEAST OF A FENCE CORNER, 97 FEET SOUTHWEST OF TELEPHONE POLE
 EH0884'NO. 3227, 57 FEET NORTHWEST OF TELEPHONE POLE NO. 3228, 135 1/2 FEET
 EH0884'SOUTHWEST AND ACROSS TRACK FROM MILEAGE POLE NO. 322/10, NEAR THE
 EH0884'LEE-PHILLIPS COUNTY LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 EH0884'ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 EH0884'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0632 ***********************************************************************
 FF0632  DESIGNATION -  X 172
 FF0632  PID         -  FF0632
 FF0632  STATE/COUNTY-  AR/ST FRANCIS
 FF0632  USGS QUAD   -  MADISON (1993)
 FF0632
 FF0632                         *CURRENT SURVEY CONTROL
 FF0632  ___________________________________________________________________
 FF0632* NAD 83(1986)-  35 04 50.     (N)    090 38 11.     (W)     SCALED    
 FF0632* NAVD 88     -        61.443  (meters)     201.58   (feet)  ADJUSTED  
 FF0632  ___________________________________________________________________
 FF0632  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF0632  DYNAMIC HT  -          61.387 (meters)     201.40  (feet)  COMP
 FF0632  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 FF0632
 FF0632  VERT ORDER  -  FIRST     CLASS II
 FF0632
 FF0632.The horizontal coordinates were scaled from a topographic map and have
 FF0632.an estimated accuracy of +/- 6 seconds.
 FF0632
 FF0632.The orthometric height was determined by differential leveling
 FF0632.and adjusted by the National Geodetic Survey in June 1991..
 FF0632
 FF0632.The geoid height was determined by GEOID03.
 FF0632
 FF0632.The dynamic height is computed by dividing the NAVD 88
 FF0632.geopotential number by the normal gravity value computed on the
 FF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0632.degrees latitude (g = 980.6199 gals.).
 FF0632
 FF0632.The modeled gravity was interpolated from observed gravity values.
 FF0632
 FF0632;                    North         East    Units  Estimated Accuracy
 FF0632;SPC AR N     -    83,760.      524,350.      MT  (+/- 180 meters Scaled)
 FF0632
 FF0632                          SUPERSEDED SURVEY CONTROL
 FF0632
 FF0632  NGVD 29 (??/??/??)   61.425  (m)          201.53   (f) ADJUSTED    1 2
 FF0632
 FF0632.Superseded values are not recommended for survey control.
 FF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0632.See file dsdata.txt to determine how the superseded data were derived.
 FF0632
 FF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU154845(NAD 83)
 FF0632_MARKER: DB = BENCH MARK DISK
 FF0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0632_STAMPING: X 172 1956
 FF0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0632+STABILITY: SURFACE MOTION
 FF0632
 FF0632  HISTORY     - Date     Condition        Report By
 FF0632  HISTORY     - 1956     MONUMENTED       CGS
 FF0632  HISTORY     - 20030514 MARK NOT FOUND   USACE
 FF0632
 FF0632                          STATION DESCRIPTION
 FF0632
 FF0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0632'2.6 MI NW FROM ROUND POND.
 FF0632'ABOUT 1.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE OVERPASS OF
 FF0632'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD OVER ROAD AT ROUND
 FF0632'POND, THENCE ABOUT 0.8 MILE WEST ALONG A GRADED ROAD, THENCE
 FF0632'ABOUT 0.2 MILE NORTHWEST ALONG A GRADED ROAD, THENCE ABOUT 0.2
 FF0632'MILE WEST ALONG A GRADED ROAD, AT ROUND POND AIRPORT, 109 FEET
 FF0632'NORTH OF CENTER LINE OF ROAD, 22 1/2 FEET NORTH OF NORTHWEST
 FF0632'CORNER OF WOODEN HANGAR BUILDING, 88 FEET NORTH OF BENCH MARK
 FF0632'W 172, 16 FEET WEST-SOUTHWEST OF NORTHWEST CORNER OF A SMALLER
 FF0632'HANGAR WITH DOOR ON ITS NORTH SIDE, 2 1/2 FEET NORTH OF PIPE AT
 FF0632'THE NORTH END OF SLIDING DOOR RAIL, 2 FEET NORTHEAST OF A WHITE
 FF0632'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FF0632'PROJECTING 3 INCHES.
 FF0632
 FF0632                          STATION RECOVERY (2003)
 FF0632
 FF0632'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0251 ***********************************************************************
 FF0251  DESIGNATION -  X 173
 FF0251  PID         -  FF0251
 FF0251  STATE/COUNTY-  AR/CRITTENDEN
 FF0251  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0251
 FF0251                         *CURRENT SURVEY CONTROL
 FF0251  ___________________________________________________________________
 FF0251* NAD 83(1986)-  35 08 47.     (N)    090 13 17.     (W)     SCALED    
 FF0251* NAVD 88     -        64.008  (meters)     210.00   (feet)  ADJUSTED  
 FF0251  ___________________________________________________________________
 FF0251  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0251  DYNAMIC HT  -          63.950 (meters)     209.81  (feet)  COMP
 FF0251  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 FF0251
 FF0251  VERT ORDER  -  FIRST     CLASS II
 FF0251
 FF0251.The horizontal coordinates were scaled from a topographic map and have
 FF0251.an estimated accuracy of +/- 6 seconds.
 FF0251
 FF0251.The orthometric height was determined by differential leveling
 FF0251.and adjusted by the National Geodetic Survey in June 1991..
 FF0251
 FF0251.The geoid height was determined by GEOID03.
 FF0251
 FF0251.The dynamic height is computed by dividing the NAVD 88
 FF0251.geopotential number by the normal gravity value computed on the
 FF0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0251.degrees latitude (g = 980.6199 gals.).
 FF0251
 FF0251.The modeled gravity was interpolated from observed gravity values.
 FF0251
 FF0251;                    North         East    Units  Estimated Accuracy
 FF0251;SPC AR N     -    91,670.      562,060.      MT  (+/- 180 meters Scaled)
 FF0251
 FF0251                          SUPERSEDED SURVEY CONTROL
 FF0251
 FF0251  NGVD 29 (??/??/??)   63.982  (m)          209.91   (f) ADJUSTED    1 2
 FF0251
 FF0251.Superseded values are not recommended for survey control.
 FF0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0251.See file dsdata.txt to determine how the superseded data were derived.
 FF0251
 FF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU531928(NAD 83)
 FF0251_MARKER: DB = BENCH MARK DISK
 FF0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0251_STAMPING: X 173 1956
 FF0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0251+STABILITY: SURFACE MOTION
 FF0251
 FF0251  HISTORY     - Date     Condition        Report By
 FF0251  HISTORY     - 1956     MONUMENTED       CGS
 FF0251  HISTORY     - 20030130 MARK NOT FOUND   USACE
 FF0251
 FF0251                          STATION DESCRIPTION
 FF0251
 FF0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0251'2 MI W FROM WEST MEMPHIS.
 FF0251'2.0 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AND
 FF0251'JUNCTION OF U.S. HIGHWAY 61 AT WEST MEMPHIS, AT FARMERS AIRFIELD,
 FF0251'ABOUT 96 YARDS SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE HIGHWAY
 FF0251'BRIDGE OVER DRAINAGE DITCH NO. 13, 119 FEET SOUTH OF CENTER LINE
 FF0251'OF HIGHWAY, 131 1/2 FEET WEST OF SOUTHWEST CORNER OF AIRPORT
 FF0251'OFFICE BUILDING, 1 FOOT WEST OF WEST FACE OF CONCRETE BASE OF
 FF0251'GASOLINE PUMP, ABOUT 3 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 FF0251'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FF0251
 FF0251                          STATION RECOVERY (2003)
 FF0251
 FF0251'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0507 ***********************************************************************
 FF0507  DESIGNATION -  X 174
 FF0507  PID         -  FF0507
 FF0507  STATE/COUNTY-  AR/ST FRANCIS
 FF0507  USGS QUAD   -  FORREST CITY (1976)
 FF0507
 FF0507                         *CURRENT SURVEY CONTROL
 FF0507  ___________________________________________________________________
 FF0507* NAD 83(1986)-  35 01 08.     (N)    090 47 46.     (W)     SCALED    
 FF0507* NAVD 88     -        74.928  (meters)     245.83   (feet)  ADJUSTED  
 FF0507  ___________________________________________________________________
 FF0507  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FF0507  DYNAMIC HT  -          74.859 (meters)     245.60  (feet)  COMP
 FF0507  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 FF0507
 FF0507  VERT ORDER  -  FIRST     CLASS II
 FF0507
 FF0507.The horizontal coordinates were scaled from a topographic map and have
 FF0507.an estimated accuracy of +/- 6 seconds.
 FF0507
 FF0507.The orthometric height was determined by differential leveling
 FF0507.and adjusted by the National Geodetic Survey in June 1991..
 FF0507
 FF0507.The geoid height was determined by GEOID03.
 FF0507
 FF0507.The dynamic height is computed by dividing the NAVD 88
 FF0507.geopotential number by the normal gravity value computed on the
 FF0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0507.degrees latitude (g = 980.6199 gals.).
 FF0507
 FF0507.The modeled gravity was interpolated from observed gravity values.
 FF0507
 FF0507;                    North         East    Units  Estimated Accuracy
 FF0507;SPC AR N     -    76,730.      509,870.      MT  (+/- 180 meters Scaled)
 FF0507
 FF0507                          SUPERSEDED SURVEY CONTROL
 FF0507
 FF0507  NGVD 29 (??/??/??)   74.909  (m)          245.76   (f) ADJUSTED    1 2
 FF0507
 FF0507.Superseded values are not recommended for survey control.
 FF0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0507.See file dsdata.txt to determine how the superseded data were derived.
 FF0507
 FF0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU010773(NAD 83)
 FF0507_MARKER: DB = BENCH MARK DISK
 FF0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0507_STAMPING: X 174 1956
 FF0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0507+STABILITY: SURFACE MOTION
 FF0507
 FF0507  HISTORY     - Date     Condition        Report By
 FF0507  HISTORY     - 1956     MONUMENTED       CGS
 FF0507  HISTORY     - 20030603 POOR             USACE
 FF0507
 FF0507                          STATION DESCRIPTION
 FF0507
 FF0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0507'1 MI W FROM FORREST CITY.
 FF0507'ABOUT 1.05 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0507'THE STATION AT FORREST CITY, ABOUT 204 YARDS NORTH-NORTHWEST OF
 FF0507'MILE POST 295, AT CROSSING OF WEST GRAHAM STREET, 57 FEET
 FF0507'EAST-NORTHEAST OF NEAR RAIL OF A SIDE TRACK, 71 FEET EAST-NORTHEAST
 FF0507'OF NEAR RAIL OF MAIN TRACK, 43 FEET NORTH OF CENTER LINE OF WEST
 FF0507'GRAHAM STREET, 17 FEET NORTH-NORTHWEST OF A POWER POLE ON AN
 FF0507'EAST-WEST POWER LINE, 91 1/2 FEET EAST-NORTHEAST AND ACROSS TRACK
 FF0507'FROM A CROSSING WARNING SIGN, 1 1/2 FEET SOUTHWEST OF A FENCE CORNER,
 FF0507'21 FEET NORTHEAST OF THE THIRD TELEPHONE POLE NORTH OF MILE POST
 FF0507'295, ABOUT 2 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL WITH STREET
 FF0507'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0507
 FF0507                          STATION RECOVERY (2003)
 FF0507
 FF0507'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0507'CAP SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0544 ***********************************************************************
 FF0544  DESIGNATION -  X 175
 FF0544  PID         -  FF0544
 FF0544  STATE/COUNTY-  AR/CROSS
 FF0544  USGS QUAD   -  WYNNE (1992)
 FF0544
 FF0544                         *CURRENT SURVEY CONTROL
 FF0544  ___________________________________________________________________
 FF0544* NAD 83(1986)-  35 13 40.     (N)    090 49 36.     (W)     SCALED    
 FF0544* NAVD 88     -        70.598  (meters)     231.62   (feet)  ADJUSTED  
 FF0544  ___________________________________________________________________
 FF0544  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0544  DYNAMIC HT  -          70.534 (meters)     231.41  (feet)  COMP
 FF0544  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 FF0544
 FF0544  VERT ORDER  -  FIRST     CLASS II
 FF0544
 FF0544.The horizontal coordinates were scaled from a topographic map and have
 FF0544.an estimated accuracy of +/- 6 seconds.
 FF0544
 FF0544.The orthometric height was determined by differential leveling
 FF0544.and adjusted by the National Geodetic Survey in June 1991..
 FF0544
 FF0544.The geoid height was determined by GEOID03.
 FF0544
 FF0544.The dynamic height is computed by dividing the NAVD 88
 FF0544.geopotential number by the normal gravity value computed on the
 FF0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0544.degrees latitude (g = 980.6199 gals.).
 FF0544
 FF0544.The modeled gravity was interpolated from observed gravity values.
 FF0544
 FF0544;                    North         East    Units  Estimated Accuracy
 FF0544;SPC AR N     -    99,870.      506,810.      MT  (+/- 180 meters Scaled)
 FF0544
 FF0544                          SUPERSEDED SURVEY CONTROL
 FF0544
 FF0544  NGVD 29 (??/??/??)   70.565  (m)          231.51   (f) ADJUSTED    1 2
 FF0544
 FF0544.Superseded values are not recommended for survey control.
 FF0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0544.See file dsdata.txt to determine how the superseded data were derived.
 FF0544
 FF0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV977004(NAD 83)
 FF0544_MARKER: DB = BENCH MARK DISK
 FF0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0544_SP_SET: BRIDGE
 FF0544_STAMPING: X 175 1956
 FF0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0544
 FF0544  HISTORY     - Date     Condition        Report By
 FF0544  HISTORY     - 1956     MONUMENTED       CGS
 FF0544  HISTORY     - 1982     MARK NOT FOUND   USGS
 FF0544
 FF0544                          STATION DESCRIPTION
 FF0544
 FF0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0544'2 MI W FROM WYNNE.
 FF0544'ABOUT 1.95 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0544'THE STATION AT WYNNE, ACROSS TRACK FROM TELEPHONE POLE NO.
 FF0544'330/15, IN THE TOP OF SOUTH END OF WEST CONCRETE ABUTMENT OF
 FF0544'55-FOOT CONCRETE BRIDGE NO. 330.5 OVER A SMALL CREEK, 7 FEET
 FF0544'SOUTH OF SOUTH RAIL AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 FF0544
 FF0544                          STATION RECOVERY (1982)
 FF0544
 FF0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 FF0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1279 ***********************************************************************
 FF1279  DESIGNATION -  X 177
 FF1279  PID         -  FF1279
 FF1279  STATE/COUNTY-  AR/WOODRUFF
 FF1279  USGS QUAD   -  HUNTER EAST (1993)
 FF1279
 FF1279                         *CURRENT SURVEY CONTROL
 FF1279  ___________________________________________________________________
 FF1279* NAD 83(1986)-  35 06 08.     (N)    091 05 55.     (W)     SCALED    
 FF1279* NAVD 88     -        62.955  (meters)     206.54   (feet)  ADJUSTED  
 FF1279  ___________________________________________________________________
 FF1279  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FF1279  DYNAMIC HT  -          62.898 (meters)     206.36  (feet)  COMP
 FF1279  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FF1279
 FF1279  VERT ORDER  -  FIRST     CLASS II
 FF1279
 FF1279.The horizontal coordinates were scaled from a topographic map and have
 FF1279.an estimated accuracy of +/- 6 seconds.
 FF1279
 FF1279.The orthometric height was determined by differential leveling
 FF1279.and adjusted by the National Geodetic Survey in June 1991..
 FF1279
 FF1279.The geoid height was determined by GEOID03.
 FF1279
 FF1279.The dynamic height is computed by dividing the NAVD 88
 FF1279.geopotential number by the normal gravity value computed on the
 FF1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1279.degrees latitude (g = 980.6199 gals.).
 FF1279
 FF1279.The modeled gravity was interpolated from observed gravity values.
 FF1279
 FF1279;                    North         East    Units  Estimated Accuracy
 FF1279;SPC AR N     -    85,680.      482,180.      MT  (+/- 180 meters Scaled)
 FF1279
 FF1279                          SUPERSEDED SURVEY CONTROL
 FF1279
 FF1279  NGVD 29 (??/??/??)   62.933  (m)          206.47   (f) ADJUSTED    1 2
 FF1279
 FF1279.Superseded values are not recommended for survey control.
 FF1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1279.See file dsdata.txt to determine how the superseded data were derived.
 FF1279
 FF1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU733860(NAD 83)
 FF1279_MARKER: DB = BENCH MARK DISK
 FF1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1279_STAMPING: X 177 1956
 FF1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1279+STABILITY: SURFACE MOTION
 FF1279
 FF1279  HISTORY     - Date     Condition        Report By
 FF1279  HISTORY     - 1956     MONUMENTED       CGS
 FF1279  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1279
 FF1279                          STATION DESCRIPTION
 FF1279
 FF1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1279'1.6 MI SW FROM HILLEMANN.
 FF1279'1.55 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 FF1279'FROM THE STATION AT HILLEMANN, ABOUT 3.75 MILES NORTHEAST OF
 FF1279'THE STATION AT HUNTER, ABOUT 0.15 MILE SOUTHWEST OF MILE POLE
 FF1279'183, ABOUT 0.3 MILE SOUTHWEST OF TRESTLE NO. 182.83, 46 1/2 FEET
 FF1279'SOUTHEAST OF SOUTHEAST RAIL, 102 1/2 FEET NORTH-NORTHEAST OF
 FF1279'SOUTHEAST END OF A 30-INCH CONCRETE PIPE CULVERT UNDER RAILROAD
 FF1279'TRACK, 83 FEET SOUTH OF TELEPHONE POLE NO. 183/04, 19 FEET
 FF1279'NORTHWEST OF CENTER LINE OF A DIM ROAD PARALLEL TO TRACK, 19
 FF1279'FEET SOUTH-SOUTHWEST OF A 12-INCH OAK TREE, 2 FEET SOUTHWEST
 FF1279'OF A WHITE WOODEN WITNESS POST, ABOUT 6 1/2 FEET BELOW LEVEL
 FF1279'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FF1279'INCHES.
 FF1279
 FF1279                          STATION RECOVERY (2003)
 FF1279
 FF1279'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0846 ***********************************************************************
 FF0846  DESIGNATION -  X 180
 FF0846  PID         -  FF0846
 FF0846  STATE/COUNTY-  AR/POINSETT
 FF0846  USGS QUAD   -  OTWELL (1980)
 FF0846
 FF0846                         *CURRENT SURVEY CONTROL
 FF0846  ___________________________________________________________________
 FF0846* NAD 83(1986)-  35 40 51.     (N)    090 51 50.     (W)     SCALED    
 FF0846* NAVD 88     -        76.280  (meters)     250.26   (feet)  ADJUSTED  
 FF0846  ___________________________________________________________________
 FF0846  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FF0846  DYNAMIC HT  -          76.214 (meters)     250.05  (feet)  COMP
 FF0846  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 FF0846
 FF0846  VERT ORDER  -  FIRST     CLASS II
 FF0846
 FF0846.The horizontal coordinates were scaled from a topographic map and have
 FF0846.an estimated accuracy of +/- 6 seconds.
 FF0846
 FF0846.The orthometric height was determined by differential leveling
 FF0846.and adjusted by the National Geodetic Survey in June 1991..
 FF0846
 FF0846.The geoid height was determined by GEOID03.
 FF0846
 FF0846.The dynamic height is computed by dividing the NAVD 88
 FF0846.geopotential number by the normal gravity value computed on the
 FF0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0846.degrees latitude (g = 980.6199 gals.).
 FF0846
 FF0846.The modeled gravity was interpolated from observed gravity values.
 FF0846
 FF0846;                    North         East    Units  Estimated Accuracy
 FF0846;SPC AR N     -   150,090.      502,840.      MT  (+/- 180 meters Scaled)
 FF0846
 FF0846                          SUPERSEDED SURVEY CONTROL
 FF0846
 FF0846  NGVD 29 (??/??/??)   76.213  (m)          250.04   (f) ADJUSTED    1 2
 FF0846
 FF0846.Superseded values are not recommended for survey control.
 FF0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0846.See file dsdata.txt to determine how the superseded data were derived.
 FF0846
 FF0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV933506(NAD 83)
 FF0846_MARKER: DB = BENCH MARK DISK
 FF0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0846_STAMPING: X 180 1956
 FF0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0846+STABILITY: SURFACE MOTION
 FF0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0846+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0846
 FF0846  HISTORY     - Date     Condition        Report By
 FF0846  HISTORY     - 1956     MONUMENTED       CGS
 FF0846  HISTORY     - 20020821 GOOD             USACE
 FF0846
 FF0846                          STATION DESCRIPTION
 FF0846
 FF0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0846'4.6 MI N FROM WEINER.
 FF0846'4.6 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0846'THE STATION AT WEINER, ABOUT 6 1/2 TELEPHONE POLES NORTH OF MILE
 FF0846'POLE 141, AT A GRAVEL ROAD CROSSING, 24 3/4 FEET WEST OF WEST
 FF0846'RAIL, 31 FEET SOUTH OF CENTER LINE OF ROAD, 58 FEET SOUTHWEST
 FF0846'OF CENTER OF CROSSING, 25 FEET EAST-SOUTHEAST OF A POWER POLE,
 FF0846'6.8 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH ROW OF POLES,
 FF0846'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 FF0846'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0846'PROJECTING 4 INCHES.
 FF0846
 FF0846                          STATION RECOVERY (2002)
 FF0846
 FF0846'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0846'THE STATION IS 1 FT E OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0529 ***********************************************************************
 FF0529  DESIGNATION -  X 181
 FF0529  PID         -  FF0529
 FF0529  STATE/COUNTY-  AR/CROSS
 FF0529  USGS QUAD   -  WYNNE (1992)
 FF0529
 FF0529                         *CURRENT SURVEY CONTROL
 FF0529  ___________________________________________________________________
 FF0529* NAD 83(1986)-  35 12 09.     (N)    090 47 49.     (W)     SCALED    
 FF0529* NAVD 88     -        77.050  (meters)     252.79   (feet)  ADJUSTED  
 FF0529  ___________________________________________________________________
 FF0529  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF0529  DYNAMIC HT  -          76.981 (meters)     252.56  (feet)  COMP
 FF0529  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 FF0529
 FF0529  VERT ORDER  -  FIRST     CLASS II
 FF0529
 FF0529.The horizontal coordinates were scaled from a topographic map and have
 FF0529.an estimated accuracy of +/- 6 seconds.
 FF0529
 FF0529.The orthometric height was determined by differential leveling
 FF0529.and adjusted by the National Geodetic Survey in June 1991..
 FF0529
 FF0529.The geoid height was determined by GEOID03.
 FF0529
 FF0529.The dynamic height is computed by dividing the NAVD 88
 FF0529.geopotential number by the normal gravity value computed on the
 FF0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0529.degrees latitude (g = 980.6199 gals.).
 FF0529
 FF0529.The modeled gravity was interpolated from observed gravity values.
 FF0529
 FF0529;                    North         East    Units  Estimated Accuracy
 FF0529;SPC AR N     -    97,100.      509,550.      MT  (+/- 180 meters Scaled)
 FF0529
 FF0529                          SUPERSEDED SURVEY CONTROL
 FF0529
 FF0529  NGVD 29 (??/??/??)   77.019  (m)          252.69   (f) ADJUSTED    1 2
 FF0529
 FF0529.Superseded values are not recommended for survey control.
 FF0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0529.See file dsdata.txt to determine how the superseded data were derived.
 FF0529
 FF0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU005977(NAD 83)
 FF0529_MARKER: DB = BENCH MARK DISK
 FF0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0529_SP_SET: CULVERT
 FF0529_STAMPING: X 181 1956
 FF0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0529+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 FF0529
 FF0529  HISTORY     - Date     Condition        Report By
 FF0529  HISTORY     - 1956     MONUMENTED       CGS
 FF0529  HISTORY     - 20030602 GOOD             USACE
 FF0529
 FF0529                          STATION DESCRIPTION
 FF0529
 FF0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0529'1.6 MI S FROM WYNNE.
 FF0529'ABOUT 1.55 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0529'THE STATION AT WYNNE, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE
 FF0529'POLES NO. 281/25 AND 281/26, ABOUT 20 YARDS WEST OF TRACK,
 FF0529'ABOUT 30 YARDS NORTHWEST OF TRESTLE NO. 281.8, IN THE TOP OF
 FF0529'NORTH END OF EAST HEAD WALL OF A 12-FOOT CONCRETE CULVERT UNDER
 FF0529'A GRAVEL ROAD PARALLEL TO TRACK, 13 FEET EAST OF CENTER LINE
 FF0529'OF ROAD, ABOUT 3 FEET BELOW LEVEL OF TRACK AND ABOUT 2 FEET
 FF0529'ABOVE LEVEL OF ROAD.
 FF0529
 FF0529                          STATION RECOVERY (2003)
 FF0529
 FF0529'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0895 ***********************************************************************
 FF0895  DESIGNATION -  X 182
 FF0895  PID         -  FF0895
 FF0895  STATE/COUNTY-  AR/POINSETT
 FF0895  USGS QUAD   -  HARRISBURG (1983)
 FF0895
 FF0895                         *CURRENT SURVEY CONTROL
 FF0895  ___________________________________________________________________
 FF0895* NAD 83(1986)-  35 33 48.     (N)    090 43 30.     (W)     SCALED    
 FF0895* NAVD 88     -        83.257  (meters)     273.15   (feet)  ADJUSTED  
 FF0895  ___________________________________________________________________
 FF0895  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF0895  DYNAMIC HT  -          83.184 (meters)     272.91  (feet)  COMP
 FF0895  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 FF0895
 FF0895  VERT ORDER  -  FIRST     CLASS II
 FF0895
 FF0895.The horizontal coordinates were scaled from a topographic map and have
 FF0895.an estimated accuracy of +/- 6 seconds.
 FF0895
 FF0895.The orthometric height was determined by differential leveling
 FF0895.and adjusted by the National Geodetic Survey in June 1991..
 FF0895
 FF0895.The geoid height was determined by GEOID03.
 FF0895
 FF0895.The dynamic height is computed by dividing the NAVD 88
 FF0895.geopotential number by the normal gravity value computed on the
 FF0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0895.degrees latitude (g = 980.6199 gals.).
 FF0895
 FF0895.The modeled gravity was interpolated from observed gravity values.
 FF0895
 FF0895;                    North         East    Units  Estimated Accuracy
 FF0895;SPC AR N     -   137,210.      515,580.      MT  (+/- 180 meters Scaled)
 FF0895
 FF0895                          SUPERSEDED SURVEY CONTROL
 FF0895
 FF0895  NGVD 29 (??/??/??)   83.199  (m)          272.96   (f) ADJUSTED    1 2
 FF0895
 FF0895.Superseded values are not recommended for survey control.
 FF0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0895.See file dsdata.txt to determine how the superseded data were derived.
 FF0895
 FF0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV061378(NAD 83)
 FF0895_MARKER: DB = BENCH MARK DISK
 FF0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0895_SP_SET: BUILDING
 FF0895_STAMPING: X 182 1956
 FF0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0895+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FF0895
 FF0895  HISTORY     - Date     Condition        Report By
 FF0895  HISTORY     - 1956     MONUMENTED       CGS
 FF0895  HISTORY     - 20020807 GOOD             USACE
 FF0895
 FF0895                          STATION DESCRIPTION
 FF0895
 FF0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0895'AT HARRISBURG.
 FF0895'AT HARRISBURG, ABOUT 0.3 MILE WEST ALONG STREET FROM THE MISSOURI
 FF0895'PACIFIC RAILROAD STATION, AT THE NORTHWEST CORNER OF 1-STORY
 FF0895'BRICK GRADE SCHOOL BUILDING, ABOUT 95 YARDS WEST OF STATE HIGHWAY
 FF0895'1, ABOUT 75 YARDS SOUTH OF CENTER OF SOUTH WALL OF 2-STORY
 FF0895'HIGH SCHOOL BUILDING, SET VERTICALLY IN THE NORTH FACE OF
 FF0895'CONCRETE FOUNDATION OF KITCHEN PART OF GRADE SCHOOL BUILDING, ABOUT
 FF0895'30 YARDS EAST OF NORTHEAST CORNER OF GYMNASIUM BUILDING, 1 1/2
 FF0895'FEET EAST OF NORTHWEST CORNER OF BUILDING AND 1 1/2 FEET ABOVE
 FF0895'GROUND.
 FF0895
 FF0895                          STATION RECOVERY (2002)
 FF0895
 FF0895'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0057 ***********************************************************************
 FF0057  DESIGNATION -  X 184
 FF0057  PID         -  FF0057
 FF0057  STATE/COUNTY-  AR/MISSISSIPPI
 FF0057  USGS QUAD   -  MANILA NORTH (1983)
 FF0057
 FF0057                         *CURRENT SURVEY CONTROL
 FF0057  ___________________________________________________________________
 FF0057* NAD 83(1986)-  35 53 02.     (N)    090 10 36.     (W)     SCALED    
 FF0057* NAVD 88     -        72.110  (meters)     236.58   (feet)  ADJUSTED  
 FF0057  ___________________________________________________________________
 FF0057  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FF0057  DYNAMIC HT  -          72.048 (meters)     236.38  (feet)  COMP
 FF0057  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 FF0057
 FF0057  VERT ORDER  -  FIRST     CLASS II
 FF0057
 FF0057.The horizontal coordinates were scaled from a topographic map and have
 FF0057.an estimated accuracy of +/- 6 seconds.
 FF0057
 FF0057.The orthometric height was determined by differential leveling
 FF0057.and adjusted by the National Geodetic Survey in June 1991..
 FF0057
 FF0057.The geoid height was determined by GEOID03.
 FF0057
 FF0057.The dynamic height is computed by dividing the NAVD 88
 FF0057.geopotential number by the normal gravity value computed on the
 FF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0057.degrees latitude (g = 980.6199 gals.).
 FF0057
 FF0057.The modeled gravity was interpolated from observed gravity values.
 FF0057
 FF0057;                    North         East    Units  Estimated Accuracy
 FF0057;SPC AR N     -   173,550.      564,620.      MT  (+/- 180 meters Scaled)
 FF0057
 FF0057                          SUPERSEDED SURVEY CONTROL
 FF0057
 FF0057  NGVD 29 (??/??/??)   72.100  (m)          236.55   (f) ADJUSTED    1 2
 FF0057
 FF0057.Superseded values are not recommended for survey control.
 FF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0057.See file dsdata.txt to determine how the superseded data were derived.
 FF0057
 FF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV548747(NAD 83)
 FF0057_MARKER: DB = BENCH MARK DISK
 FF0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0057_STAMPING: X 184 1956
 FF0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0057+STABILITY: SURFACE MOTION
 FF0057
 FF0057  HISTORY     - Date     Condition        Report By
 FF0057  HISTORY     - 1956     MONUMENTED       CGS
 FF0057  HISTORY     - 20020720 MARK NOT FOUND   USACE
 FF0057
 FF0057                          STATION DESCRIPTION
 FF0057
 FF0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0057'0.8 MI NW FROM MANILA.
 FF0057'ABOUT 0.8 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0057'RAILWAY FROM THE CITY WATER TOWER AT MANILA, AT A NORTH-SOUTH
 FF0057'ROAD CROSSING, ABOUT 310 YARDS SOUTHEAST OF SOUTHEAST END OF
 FF0057'TRESTLE NO. 256.0, ABOUT 270 YARDS SOUTHEAST OF MILE POLE 256, 47
 FF0057'FEET SOUTHWEST OF SOUTHWEST RAIL, 175 FEET WEST OF CENTER OF
 FF0057'CROSSING OF TRACK AND ROAD, 80 FEET SOUTHWEST AND ACROSS TRACK
 FF0057'FROM TELEPHONE POLE NO. 677 ALSO NUMBERED E 6, 38 FEET WEST OF
 FF0057'TELEPHONE POLE NO. 255/27, 185 1/2 FEET WEST AND ACROSS TRACK
 FF0057'AND ROAD FROM CROSSING WARNING SIGN, 2 FEET SOUTHEAST OF A WHITE
 FF0057'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND
 FF0057'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0057
 FF0057                          STATION RECOVERY (2002)
 FF0057
 FF0057'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0057'RR NO LONGER EXISTS. NEW ROAD CONSTRUCTION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1820 ***********************************************************************
 FE1820  DESIGNATION -  X 185
 FE1820  PID         -  FE1820
 FE1820  STATE/COUNTY-  AR/MISSISSIPPI
 FE1820  USGS QUAD   -  ARMOREL (1983)
 FE1820
 FE1820                         *CURRENT SURVEY CONTROL
 FE1820  ___________________________________________________________________
 FE1820* NAD 83(1986)-  35 55 15.     (N)    089 49 54.     (W)     SCALED    
 FE1820* NAVD 88     -        77.638  (meters)     254.72   (feet)  ADJUSTED  
 FE1820  ___________________________________________________________________
 FE1820  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1820  DYNAMIC HT  -          77.573 (meters)     254.50  (feet)  COMP
 FE1820  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 FE1820
 FE1820  VERT ORDER  -  FIRST     CLASS II
 FE1820
 FE1820.The horizontal coordinates were scaled from a topographic map and have
 FE1820.an estimated accuracy of +/- 6 seconds.
 FE1820
 FE1820.The orthometric height was determined by differential leveling
 FE1820.and adjusted by the National Geodetic Survey in June 1991..
 FE1820
 FE1820.The geoid height was determined by GEOID03.
 FE1820
 FE1820.The dynamic height is computed by dividing the NAVD 88
 FE1820.geopotential number by the normal gravity value computed on the
 FE1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1820.degrees latitude (g = 980.6199 gals.).
 FE1820
 FE1820.The modeled gravity was interpolated from observed gravity values.
 FE1820
 FE1820;                    North         East    Units  Estimated Accuracy
 FE1820;SPC AR N     -   178,280.      595,680.      MT  (+/- 180 meters Scaled)
 FE1820
 FE1820                          SUPERSEDED SURVEY CONTROL
 FE1820
 FE1820  NGVD 29 (??/??/??)   77.572  (m)          254.50   (f) ADJUSTED    1 2
 FE1820
 FE1820.Superseded values are not recommended for survey control.
 FE1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1820.See file dsdata.txt to determine how the superseded data were derived.
 FE1820
 FE1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE445788(NAD 83)
 FE1820_MARKER: DB = BENCH MARK DISK
 FE1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1820_STAMPING: X 185 1956
 FE1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1820+STABILITY: SURFACE MOTION
 FE1820
 FE1820  HISTORY     - Date     Condition        Report By
 FE1820  HISTORY     - 1956     MONUMENTED       CGS
 FE1820  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1820
 FE1820                          STATION DESCRIPTION
 FE1820
 FE1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1820'2 MI W FROM ARMOREL.
 FE1820'1.95 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FE1820'THE CROSSING OF STATE HIGHWAY 137 AT ARMOREL, ABOUT 0.3 MILE
 FE1820'WEST OF CROSSING OF A ROAD LEADING SOUTH TO RIVERLAND PLANTATION,
 FE1820'18 FEET SOUTH OF SOUTH RAIL, 1 FOOT NORTHEAST OF A VERTICAL
 FE1820'LENGTH OF RAIL PROJECTING 10 FEET OUT OF GROUND, 89 FEET
 FE1820'WEST-NORTHWEST OF NORTHWEST CORNER OF A TENANT HOUSE, 80 1/2
 FE1820'FEET NORTHWEST OF AN 18-INCH MAPLE TREE, 1 1/2 FEET NORTH OF A
 FE1820'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK
 FE1820'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1820
 FE1820                          STATION RECOVERY (2002)
 FE1820
 FE1820'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1820'NEW RR STOCKYARD BUILT AT LOCATION. 6 NEW RR TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0090 ***********************************************************************
 FF0090  DESIGNATION -  X 186
 FF0090  PID         -  FF0090
 FF0090  STATE/COUNTY-  AR/CRAIGHEAD
 FF0090  USGS QUAD   -  CARAWAY (1983)
 FF0090
 FF0090                         *CURRENT SURVEY CONTROL
 FF0090  ___________________________________________________________________
 FF0090* NAD 83(1986)-  35 51 00.     (N)    090 21 15.     (W)     SCALED    
 FF0090* NAVD 88     -        71.299  (meters)     233.92   (feet)  POSTED    
 FF0090  ___________________________________________________________________
 FF0090  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FF0090  DYNAMIC HT  -          71.240 (meters)     233.73  (feet)  COMP
 FF0090  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 FF0090
 FF0090  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FF0090
 FF0090.The horizontal coordinates were scaled from a topographic map and have
 FF0090.an estimated accuracy of +/- 6 seconds.
 FF0090
 FF0090.The orthometric height was determined by differential leveling
 FF0090.and adjusted by the National Geodetic Survey in 1992..
 FF0090.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FF0090.rate of 0.0 thru 1.0 mm/km.
 FF0090
 FF0090.The geoid height was determined by GEOID03.
 FF0090
 FF0090.The dynamic height is computed by dividing the NAVD 88
 FF0090.geopotential number by the normal gravity value computed on the
 FF0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0090.degrees latitude (g = 980.6199 gals.).
 FF0090
 FF0090.The modeled gravity was interpolated from observed gravity values.
 FF0090
 FF0090;                    North         East    Units  Estimated Accuracy
 FF0090;SPC AR N     -   169,510.      548,660.      MT  (+/- 180 meters Scaled)
 FF0090
 FF0090                          SUPERSEDED SURVEY CONTROL
 FF0090
 FF0090  NGVD 29 (??/??/??)   71.261  (m)          233.80   (f) ADJUSTED    1 2
 FF0090
 FF0090.Superseded values are not recommended for survey control.
 FF0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0090.See file dsdata.txt to determine how the superseded data were derived.
 FF0090
 FF0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV389705(NAD 83)
 FF0090_MARKER: DB = BENCH MARK DISK
 FF0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0090_STAMPING: X 186 1956
 FF0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0090+STABILITY: SURFACE MOTION
 FF0090
 FF0090  HISTORY     - Date     Condition        Report By
 FF0090  HISTORY     - 1956     MONUMENTED       CGS
 FF0090  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0090
 FF0090                          STATION DESCRIPTION
 FF0090
 FF0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0090'1.2 MI NE FROM BLACK OAK.
 FF0090'ABOUT 1.15 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0090'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 135 AT BLACK OAK,
 FF0090'ABOUT 0.3 MILE NORTHEAST OF AN EAST-WEST ROAD CROSSING, AT A
 FF0090'NORTH-SOUTH ROAD CROSSING, ABOUT 8 POLES NORTHEAST OF MILE POLE
 FF0090'271, SOUTHEAST AND ACROSS TRACK FROM A POINT BETWEEN TELEPHONE
 FF0090'POLE NO. 1223 AND 1224, 33 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL,
 FF0090'75 FEET SOUTH OF CENTER OF CROSSING OF TRACK AND ROAD, 20 FEET
 FF0090'WEST OF CENTER LINE OF ROAD, 5 FEET NORTH OF THE 8TH POLE
 FF0090'NORTHEAST OF MILE POLE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 FF0090'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE
 FF0090'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0090
 FF0090                          STATION RECOVERY (2002)
 FF0090
 FF0090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0092 ***********************************************************************
 GE0092  DESIGNATION -  X 187
 GE0092  PID         -  GE0092
 GE0092  STATE/COUNTY-  AR/CLAY
 GE0092  USGS QUAD   -  RECTOR (1984)
 GE0092
 GE0092                         *CURRENT SURVEY CONTROL
 GE0092  ___________________________________________________________________
 GE0092* NAD 83(1986)-  36 15 04.     (N)    090 18 19.     (W)     SCALED    
 GE0092* NAVD 88     -        83.525  (meters)     274.03   (feet)  ADJUSTED  
 GE0092  ___________________________________________________________________
 GE0092  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GE0092  DYNAMIC HT  -          83.456 (meters)     273.81  (feet)  COMP
 GE0092  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GE0092
 GE0092  VERT ORDER  -  FIRST     CLASS II
 GE0092
 GE0092.The horizontal coordinates were scaled from a topographic map and have
 GE0092.an estimated accuracy of +/- 6 seconds.
 GE0092
 GE0092.The orthometric height was determined by differential leveling
 GE0092.and adjusted by the National Geodetic Survey in June 1991..
 GE0092
 GE0092.The geoid height was determined by GEOID03.
 GE0092
 GE0092.The dynamic height is computed by dividing the NAVD 88
 GE0092.geopotential number by the normal gravity value computed on the
 GE0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0092.degrees latitude (g = 980.6199 gals.).
 GE0092
 GE0092.The modeled gravity was interpolated from observed gravity values.
 GE0092
 GE0092;                    North         East    Units  Estimated Accuracy
 GE0092;SPC AR N     -   214,080.      552,310.      MT  (+/- 180 meters Scaled)
 GE0092
 GE0092                          SUPERSEDED SURVEY CONTROL
 GE0092
 GE0092  NGVD 29 (??/??/92)   83.518  (m)          274.01   (f) ADJ UNCH    1 2
 GE0092
 GE0092.Superseded values are not recommended for survey control.
 GE0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0092.See file dsdata.txt to determine how the superseded data were derived.
 GE0092
 GE0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA421151(NAD 83)
 GE0092_MARKER: DB = BENCH MARK DISK
 GE0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0092_STAMPING: X 187 1956
 GE0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0092+STABILITY: SURFACE MOTION
 GE0092
 GE0092  HISTORY     - Date     Condition        Report By
 GE0092  HISTORY     - 1956     MONUMENTED       CGS
 GE0092  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0092
 GE0092                          STATION DESCRIPTION
 GE0092
 GE0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0092'1.2 MI SW FROM RECTOR.
 GE0092'ABOUT 1.2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0092'FROM THE STATION AT RECTOR, ABOUT 10 1/2 TELEPHONE POLES NORTHEAST
 GE0092'OF MILE POLE 87, ABOUT 1.1 MILES NORTHEAST OF THE CLAY-GREENE
 GE0092'COUNTY LINE, 45 FEET NORTHWEST OF NORTHWEST RAIL, 219 FEET
 GE0092'NORTH-NORTHEAST OF NORTH CORNER OF RAILROAD TRESTLE NO. 86.70,
 GE0092'164 FEET SOUTHEAST OF SOUTH CORNER OF A FARM HOUSE, 50 FEET
 GE0092'WEST-SOUTHWEST OF TELEPHONE POLE NO. 801, 23 FEET NORTH-NORTHWEST
 GE0092'OF A POWER LINE POLE, 8 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2
 GE0092'FEET SOUTHEAST OF A FENCE LINE, 2 1/2 FEET SOUTHWEST OF A WHITE
 GE0092'WOODEN WITNESS POST, ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN
 GE0092'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GE0092
 GE0092                          STATION RECOVERY (2002)
 GE0092
 GE0092'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0215 ***********************************************************************
 GE0215  DESIGNATION -  X 188
 GE0215  PID         -  GE0215
 GE0215  STATE/COUNTY-  AR/GREENE
 GE0215  USGS QUAD   -  LAFE (1993)
 GE0215
 GE0215                         *CURRENT SURVEY CONTROL
 GE0215  ___________________________________________________________________
 GE0215* NAD 83(1986)-  36 13 55.     (N)    090 32 38.     (W)     SCALED    
 GE0215* NAVD 88     -        87.585  (meters)     287.35   (feet)  ADJUSTED  
 GE0215  ___________________________________________________________________
 GE0215  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE0215  DYNAMIC HT  -          87.514 (meters)     287.12  (feet)  COMP
 GE0215  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GE0215
 GE0215  VERT ORDER  -  FIRST     CLASS II
 GE0215
 GE0215.The horizontal coordinates were scaled from a topographic map and have
 GE0215.an estimated accuracy of +/- 6 seconds.
 GE0215
 GE0215.The orthometric height was determined by differential leveling
 GE0215.and adjusted by the National Geodetic Survey in June 1991..
 GE0215
 GE0215.The geoid height was determined by GEOID03.
 GE0215
 GE0215.The dynamic height is computed by dividing the NAVD 88
 GE0215.geopotential number by the normal gravity value computed on the
 GE0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0215.degrees latitude (g = 980.6199 gals.).
 GE0215
 GE0215.The modeled gravity was interpolated from observed gravity values.
 GE0215
 GE0215;                    North         East    Units  Estimated Accuracy
 GE0215;SPC AR N     -   211,610.      530,900.      MT  (+/- 180 meters Scaled)
 GE0215
 GE0215                          SUPERSEDED SURVEY CONTROL
 GE0215
 GE0215  NGVD 29 (??/??/92)   87.577  (m)          287.33   (f) ADJ UNCH    1 2
 GE0215
 GE0215.Superseded values are not recommended for survey control.
 GE0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0215.See file dsdata.txt to determine how the superseded data were derived.
 GE0215
 GE0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA207124(NAD 83)
 GE0215_MARKER: DB = BENCH MARK DISK
 GE0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0215_STAMPING: X 188 1956
 GE0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0215+STABILITY: SURFACE MOTION
 GE0215
 GE0215  HISTORY     - Date     Condition        Report By
 GE0215  HISTORY     - 1956     MONUMENTED       CGS
 GE0215  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0215
 GE0215                          STATION DESCRIPTION
 GE0215
 GE0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0215'7 MI SE FROM KNOBEL.
 GE0215'6.95 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0215'THE STATION AT KNOBEL, ABOUT 0.8 MILE NORTHWEST OF ROAD CROSSING
 GE0215'AT HOOKER, ABOUT 0.4 MILE NORTHWEST OF MILE POLE 206, 46 FEET
 GE0215'NORTHEAST OF NORTHEAST RAIL, 106 FEET SOUTH OF A 40-INCH
 GE0215'COTTONWOOD TREE, 86 FEET SOUTHEAST OF TELEPHONE POLE NO. 205/19,
 GE0215'105 FEET NORTHWEST OF TELEPHONE POLE NO. 205/20, 2 FEET SOUTHEAST
 GE0215'OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL
 GE0215'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GE0215'INCHES.
 GE0215
 GE0215                          STATION RECOVERY (1981)
 GE0215
 GE0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0142 ***********************************************************************
 GE0142  DESIGNATION -  X 189
 GE0142  PID         -  GE0142
 GE0142  STATE/COUNTY-  AR/CLAY
 GE0142  USGS QUAD   -  POLLARD (1984)
 GE0142
 GE0142                         *CURRENT SURVEY CONTROL
 GE0142  ___________________________________________________________________
 GE0142* NAD 83(1986)-  36 26 02.     (N)    090 20 30.     (W)     SCALED    
 GE0142* NAVD 88     -        93.187  (meters)     305.73   (feet)  ADJUSTED  
 GE0142  ___________________________________________________________________
 GE0142  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GE0142  DYNAMIC HT  -          93.111 (meters)     305.48  (feet)  COMP
 GE0142  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 GE0142
 GE0142  VERT ORDER  -  FIRST     CLASS II
 GE0142
 GE0142.The horizontal coordinates were scaled from a topographic map and have
 GE0142.an estimated accuracy of +/- 6 seconds.
 GE0142
 GE0142.The orthometric height was determined by differential leveling
 GE0142.and adjusted by the National Geodetic Survey in June 1991..
 GE0142
 GE0142.The geoid height was determined by GEOID03.
 GE0142
 GE0142.The dynamic height is computed by dividing the NAVD 88
 GE0142.geopotential number by the normal gravity value computed on the
 GE0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0142.degrees latitude (g = 980.6199 gals.).
 GE0142
 GE0142.The modeled gravity was interpolated from observed gravity values.
 GE0142
 GE0142;                    North         East    Units  Estimated Accuracy
 GE0142;SPC AR N     -   234,300.      548,700.      MT  (+/- 180 meters Scaled)
 GE0142
 GE0142                          SUPERSEDED SURVEY CONTROL
 GE0142
 GE0142  NGVD 29 (??/??/92)   93.177  (m)          305.70   (f) ADJ UNCH    1 2
 GE0142
 GE0142.Superseded values are not recommended for survey control.
 GE0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0142.See file dsdata.txt to determine how the superseded data were derived.
 GE0142
 GE0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA382353(NAD 83)
 GE0142_MARKER: DB = BENCH MARK DISK
 GE0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0142_STAMPING: X 189 1956
 GE0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0142+STABILITY: SURFACE MOTION
 GE0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0142+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0142
 GE0142  HISTORY     - Date     Condition        Report By
 GE0142  HISTORY     - 1956     MONUMENTED       CGS
 GE0142  HISTORY     - 20020801 GOOD             USACE
 GE0142
 GE0142                          STATION DESCRIPTION
 GE0142
 GE0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0142'2.7 MI E FROM MC DOUGAL.
 GE0142'ABOUT 2.7 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN
 GE0142'AT MC DOUGAL, ABOUT 0.2 MILE EAST OF CACHE VALLEY MISSIONARY
 GE0142'BAPTIST CHURCH, ABOUT 0.1 MILE WEST OF A GRAVEL ROAD SOUTH, 55
 GE0142'FEET NORTH OF THE CENTER LINE OF HIGHWAY, 87 FEET SOUTH-SOUTHWEST
 GE0142'OF SOUTHWEST CORNER OF CONCRETE FOUNDATION OF A WHITE FRAME
 GE0142'HOUSE, 66 FEET SOUTH-SOUTHEAST OF A 30-INCH OAK TREE, 57 FEET
 GE0142'SOUTHEAST OF A R.E.A POWER POLE NO. 5/139, 25 FEET WEST OF CENTER
 GE0142'LINE OF DRIVE TO HOUSE, 15 FEET WEST-NORTHWEST OF NORTH END OF
 GE0142'WEST STONE MASONRY HEAD WALL OF A TWIN 40-INCH PIPE CULVERT
 GE0142'UNDER DRIVE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 GE0142'ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 GE0142'CONCRETE POST PROJECTING 4 INCHES.
 GE0142
 GE0142                          STATION RECOVERY (2002)
 GE0142
 GE0142'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0048 ***********************************************************************
 DM0048  DESIGNATION -  X 19
 DM0048  PID         -  DM0048
 DM0048  STATE/COUNTY-  AR/LITTLE RIVER
 DM0048  USGS QUAD   -  ARDEN (1975)
 DM0048
 DM0048                         *CURRENT SURVEY CONTROL
 DM0048  ___________________________________________________________________
 DM0048* NAD 83(1986)-  33 42 16.     (N)    094 20 24.     (W)     SCALED    
 DM0048* NAVD 88     -       111.933  (meters)     367.23   (feet)  ADJUSTED  
 DM0048  ___________________________________________________________________
 DM0048  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DM0048  DYNAMIC HT  -         111.817 (meters)     366.85  (feet)  COMP
 DM0048  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 DM0048
 DM0048  VERT ORDER  -  FIRST     CLASS II
 DM0048
 DM0048.The horizontal coordinates were scaled from a topographic map and have
 DM0048.an estimated accuracy of +/- 6 seconds.
 DM0048
 DM0048.The orthometric height was determined by differential leveling
 DM0048.and adjusted by the National Geodetic Survey in June 1991..
 DM0048
 DM0048.The geoid height was determined by GEOID03.
 DM0048
 DM0048.The dynamic height is computed by dividing the NAVD 88
 DM0048.geopotential number by the normal gravity value computed on the
 DM0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0048.degrees latitude (g = 980.6199 gals.).
 DM0048
 DM0048.The modeled gravity was interpolated from observed gravity values.
 DM0048
 DM0048;                    North         East    Units  Estimated Accuracy
 DM0048;SPC AR S     -   517,580.      183,110.      MT  (+/- 180 meters Scaled)
 DM0048
 DM0048                          SUPERSEDED SURVEY CONTROL
 DM0048
 DM0048  NGVD 29 (??/??/92)  111.928  (m)          367.22   (f) ADJ UNCH    1 2
 DM0048
 DM0048.Superseded values are not recommended for survey control.
 DM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0048.See file dsdata.txt to determine how the superseded data were derived.
 DM0048
 DM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT758301(NAD 83)
 DM0048_MARKER: DB = BENCH MARK DISK
 DM0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0048_STAMPING: X 19 1934
 DM0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0048+STABILITY: SURFACE MOTION
 DM0048
 DM0048  HISTORY     - Date     Condition        Report By
 DM0048  HISTORY     - 1934     MONUMENTED       CGS
 DM0048  HISTORY     - 1944     GOOD             NGS
 DM0048  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0048
 DM0048                          STATION DESCRIPTION
 DM0048
 DM0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DM0048'3.7 MI SE FROM FOREMAN.
 DM0048'3.7 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DM0048'STATION AT FOREMAN, LITTLE RIVER COUNTY, NORTHWEST OF THE STATION
 DM0048'SIGNBOARD AT PANKOV, NEAR THE SECOND POLE WEST OF MILEPOST 634+28, AT
 DM0048'A COUNTY ROAD CROSSING, 40 FEET EAST OF THE ROAD, AND 50 FEET NORTH OF
 DM0048'THE TRACK.  A STANDARD DISK, STAMPED X 19 1934 AND SET IN THE TOP OF A
 DM0048'CONCRETE POST.
 DM0048
 DM0048                          STATION RECOVERY (1985)
 DM0048
 DM0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0252 ***********************************************************************
 GE0252  DESIGNATION -  X 190
 GE0252  PID         -  GE0252
 GE0252  STATE/COUNTY-  AR/CLAY
 GE0252  USGS QUAD   -  CORNING (1964)
 GE0252
 GE0252                         *CURRENT SURVEY CONTROL
 GE0252  ___________________________________________________________________
 GE0252* NAD 83(1986)-  36 26 01.     (N)    090 33 40.     (W)     SCALED    
 GE0252* NAVD 88     -        87.875  (meters)     288.30   (feet)  ADJUSTED  
 GE0252  ___________________________________________________________________
 GE0252  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GE0252  DYNAMIC HT  -          87.804 (meters)     288.07  (feet)  COMP
 GE0252  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 GE0252
 GE0252  VERT ORDER  -  FIRST     CLASS II
 GE0252
 GE0252.The horizontal coordinates were scaled from a topographic map and have
 GE0252.an estimated accuracy of +/- 6 seconds.
 GE0252
 GE0252.The orthometric height was determined by differential leveling
 GE0252.and adjusted by the National Geodetic Survey in June 1991..
 GE0252
 GE0252.The geoid height was determined by GEOID03.
 GE0252
 GE0252.The dynamic height is computed by dividing the NAVD 88
 GE0252.geopotential number by the normal gravity value computed on the
 GE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0252.degrees latitude (g = 980.6199 gals.).
 GE0252
 GE0252.The modeled gravity was interpolated from observed gravity values.
 GE0252
 GE0252;                    North         East    Units  Estimated Accuracy
 GE0252;SPC AR N     -   233,960.      529,020.      MT  (+/- 180 meters Scaled)
 GE0252
 GE0252                          SUPERSEDED SURVEY CONTROL
 GE0252
 GE0252  NGVD 29 (??/??/92)   87.867  (m)          288.28   (f) ADJ UNCH    1 2
 GE0252
 GE0252.Superseded values are not recommended for survey control.
 GE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0252.See file dsdata.txt to determine how the superseded data were derived.
 GE0252
 GE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA186348(NAD 83)
 GE0252_MARKER: DB = BENCH MARK DISK
 GE0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0252_STAMPING: X 190 1956
 GE0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0252+STABILITY: SURFACE MOTION
 GE0252
 GE0252  HISTORY     - Date     Condition        Report By
 GE0252  HISTORY     - 1956     MONUMENTED       CGS
 GE0252  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0252
 GE0252                          STATION DESCRIPTION
 GE0252
 GE0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0252'2.2 MI NE FROM CORNING.
 GE0252'ABOUT 2.15 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 GE0252'FROM THE STATION AT CORNING, ABOUT 0.1 MILE SOUTHWEST OF MILE
 GE0252'POLE 190, ABOUT 0.1 MILE SOUTHWEST OF CROSSING OF A PRIVATE ROAD
 GE0252'TO A HOUSE ON NORTHWEST SIDE OF TRACK, 46 1/2 FEET NORTHWEST OF
 GE0252'NORTHWEST RAIL, 8 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO.
 GE0252'8065, 2 1/2 FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTHEAST OF A
 GE0252'FENCE LINE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST,
 GE0252'ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GE0252'CONCRETE POST PROJECTING 3 INCHES.
 GE0252
 GE0252                          STATION RECOVERY (2002)
 GE0252
 GE0252'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0387 ***********************************************************************
 DL0387  DESIGNATION -  X 192 X
 DL0387  PID         -  DL0387
 DL0387  STATE/COUNTY-  AR/CLARK
 DL0387  USGS QUAD   -  CURTIS (1970)
 DL0387
 DL0387                         *CURRENT SURVEY CONTROL
 DL0387  ___________________________________________________________________
 DL0387* NAD 83(1986)-  33 57 45.     (N)    093 06 52.     (W)     SCALED    
 DL0387* NAVD 88     -        56.252  (meters)     184.55   (feet)  ADJUSTED  
 DL0387  ___________________________________________________________________
 DL0387  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DL0387  DYNAMIC HT  -          56.195 (meters)     184.37  (feet)  COMP
 DL0387  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 DL0387
 DL0387  VERT ORDER  -  FIRST     CLASS II
 DL0387
 DL0387.The horizontal coordinates were scaled from a topographic map and have
 DL0387.an estimated accuracy of +/- 6 seconds.
 DL0387
 DL0387.The orthometric height was determined by differential leveling
 DL0387.and adjusted by the National Geodetic Survey in June 1991..
 DL0387
 DL0387.The geoid height was determined by GEOID03.
 DL0387
 DL0387.The dynamic height is computed by dividing the NAVD 88
 DL0387.geopotential number by the normal gravity value computed on the
 DL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0387.degrees latitude (g = 980.6199 gals.).
 DL0387
 DL0387.The modeled gravity was interpolated from observed gravity values.
 DL0387
 DL0387;                    North         East    Units  Estimated Accuracy
 DL0387;SPC AR S     -   544,280.      297,010.      MT  (+/- 180 meters Scaled)
 DL0387
 DL0387                          SUPERSEDED SURVEY CONTROL
 DL0387
 DL0387  NGVD 29 (??/??/92)   56.259  (m)          184.58   (f) ADJ UNCH    1 2
 DL0387
 DL0387.Superseded values are not recommended for survey control.
 DL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0387.See file dsdata.txt to determine how the superseded data were derived.
 DL0387
 DL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT894580(NAD 83)
 DL0387_MARKER: DB = BENCH MARK DISK
 DL0387_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0387_SP_SET: 19 FT.
 DL0387_STAMPING: X 192 X 1959
 DL0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0387
 DL0387  HISTORY     - Date     Condition        Report By
 DL0387  HISTORY     - 1959     MONUMENTED       CGS
 DL0387  HISTORY     - 1960     GOOD             NGS
 DL0387
 DL0387                          STATION DESCRIPTION
 DL0387
 DL0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0387'3.6 MI NE FROM GURDON.
 DL0387'ABOUT 3.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0387'STATION AT GURDON, 3 POLES NORTHEAST OF MILEPOLE 422.30, 33 FEET EAST
 DL0387'OF THE EAST RAIL OF THE MAIN TRACK, 22 FEET EAST OF THE EAST RAIL OF
 DL0387'THE EAST TRACK, 53 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 96
 DL0387'FEET NORTH-NORTHWEST OF A LONE 28-INCH PINE TREE, 36 FEET SOUTH OF THE
 DL0387'CENTER LINE OF A DIRT ROAD, 12 1/2 FEET SOUTH OF A FENCE, ABOUT 2 FEET
 DL0387'BELOW THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DL0387'DRIVEN TO A DEPTH OF 19 FEET AND IS ENCASED IN A 6-INCH TILE
 DL0387'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0399 ***********************************************************************
 DL0399  DESIGNATION -  X 193 X
 DL0399  PID         -  DL0399
 DL0399  STATE/COUNTY-  AR/CLARK
 DL0399  USGS QUAD   -  WHELEN SPRINGS (1970)
 DL0399
 DL0399                         *CURRENT SURVEY CONTROL
 DL0399  ___________________________________________________________________
 DL0399* NAD 83(1986)-  33 49 49.     (N)    093 07 34.     (W)     SCALED    
 DL0399* NAVD 88     -        76.700  (meters)     251.64   (feet)  ADJUSTED  
 DL0399  ___________________________________________________________________
 DL0399  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DL0399  DYNAMIC HT  -          76.622 (meters)     251.38  (feet)  COMP
 DL0399  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 DL0399
 DL0399  VERT ORDER  -  FIRST     CLASS II
 DL0399
 DL0399.The horizontal coordinates were scaled from a topographic map and have
 DL0399.an estimated accuracy of +/- 6 seconds.
 DL0399
 DL0399.The orthometric height was determined by differential leveling
 DL0399.and adjusted by the National Geodetic Survey in June 1991..
 DL0399
 DL0399.The geoid height was determined by GEOID03.
 DL0399
 DL0399.The dynamic height is computed by dividing the NAVD 88
 DL0399.geopotential number by the normal gravity value computed on the
 DL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0399.degrees latitude (g = 980.6199 gals.).
 DL0399
 DL0399.The modeled gravity was interpolated from observed gravity values.
 DL0399
 DL0399;                    North         East    Units  Estimated Accuracy
 DL0399;SPC AR S     -   529,630.      295,770.      MT  (+/- 180 meters Scaled)
 DL0399
 DL0399                          SUPERSEDED SURVEY CONTROL
 DL0399
 DL0399  NGVD 29 (??/??/92)   76.710  (m)          251.67   (f) ADJ UNCH    1 2
 DL0399
 DL0399.Superseded values are not recommended for survey control.
 DL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0399.See file dsdata.txt to determine how the superseded data were derived.
 DL0399
 DL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT883433(NAD 83)
 DL0399_MARKER: DB = BENCH MARK DISK
 DL0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0399_STAMPING: X 193 X 1959
 DL0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0399+STABILITY: SURFACE MOTION
 DL0399
 DL0399  HISTORY     - Date     Condition        Report By
 DL0399  HISTORY     - 1959     MONUMENTED       CGS
 DL0399  HISTORY     - 1960     GOOD             NGS
 DL0399  HISTORY     - 1964     GOOD             NGS
 DL0399
 DL0399                          STATION DESCRIPTION
 DL0399
 DL0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0399'6.6 MI SE FROM GURDON.
 DL0399'ABOUT 0.3 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0399'STATION AT GURDON, THENCE 6.3 MILES SOUTHEAST ALONG A BRANCH OF THE
 DL0399'MISSOURI PACIFIC RAILROAD, 4 1/4 RAILS SOUTH OF THE CENTER LINE OF A
 DL0399'PAVED ROAD CROSSING, 61 1/2 FEET NORTH OF THE 3RD TELEPHONE POLE NORTH
 DL0399'OF MILEPOLE 433, IN SECTION 35, T 10 S, R 20 W, 30 FEET EAST OF THE
 DL0399'EAST RAIL OF THE MAIN TRACK, 20 FEET NORTHEAST OF THE STATION SIGN AT
 DL0399'WHELEN SPRINGS, 21 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 DL0399'ABONDONED CONCRETE SEMAPHORE BASE, 2 1/2 FEET WEST OF A FENCE, ABOUT
 DL0399'LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 DL0399'INCHES.
 DL0399
 DL0399                          STATION RECOVERY (1964)
 DL0399
 DL0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0201 ***********************************************************************
 DL0201  DESIGNATION -  X 196
 DL0201  PID         -  DL0201
 DL0201  STATE/COUNTY-  AR/OUACHITA
 DL0201  USGS QUAD   -  SNOW HILL (1985)
 DL0201
 DL0201                         *CURRENT SURVEY CONTROL
 DL0201  ___________________________________________________________________
 DL0201* NAD 83(1986)-  33 25 08.     (N)    092 42 57.     (W)     SCALED    
 DL0201* NAVD 88     -        53.570  (meters)     175.75   (feet)  ADJUSTED  
 DL0201  ___________________________________________________________________
 DL0201  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0201  DYNAMIC HT  -          53.514 (meters)     175.57  (feet)  COMP
 DL0201  MODELED GRAV-     979,594.4   (mgal)                       NAVD 88
 DL0201
 DL0201  VERT ORDER  -  FIRST     CLASS II
 DL0201
 DL0201.The horizontal coordinates were scaled from a topographic map and have
 DL0201.an estimated accuracy of +/- 6 seconds.
 DL0201
 DL0201.The orthometric height was determined by differential leveling
 DL0201.and adjusted by the National Geodetic Survey in June 1991..
 DL0201
 DL0201.The geoid height was determined by GEOID03.
 DL0201
 DL0201.The dynamic height is computed by dividing the NAVD 88
 DL0201.geopotential number by the normal gravity value computed on the
 DL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0201.degrees latitude (g = 980.6199 gals.).
 DL0201
 DL0201.The modeled gravity was interpolated from observed gravity values.
 DL0201
 DL0201;                    North         East    Units  Estimated Accuracy
 DL0201;SPC AR S     -   483,660.      333,420.      MT  (+/- 180 meters Scaled)
 DL0201
 DL0201                          SUPERSEDED SURVEY CONTROL
 DL0201
 DL0201  NGVD 29 (??/??/92)   53.601  (m)          175.86   (f) ADJ UNCH    1 2
 DL0201
 DL0201.Superseded values are not recommended for survey control.
 DL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0201.See file dsdata.txt to determine how the superseded data were derived.
 DL0201
 DL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS264977(NAD 83)
 DL0201_MARKER: DB = BENCH MARK DISK
 DL0201_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0201_SP_SET: 38 1/2 FT.
 DL0201_STAMPING: X 196 1960
 DL0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0201
 DL0201  HISTORY     - Date     Condition        Report By
 DL0201  HISTORY     - 1960     MONUMENTED       CGS
 DL0201  HISTORY     - 1964     GOOD             NGS
 DL0201
 DL0201                          STATION DESCRIPTION
 DL0201
 DL0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0201'12.0 MI NW FROM NORPHLET.
 DL0201'ABOUT 0.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0201'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0201'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0201'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0201'THENCE 5.9 MILES NORTHWEST ALONG A GRAVELED ROAD, ALSO 14.65 MILES
 DL0201'SOUTHEAST OF CAMDEN, 0.2 MILE SOUTHEAST OF THE JUNCTION WITH A
 DL0201'GRAVELED ROAD LEADING SOUTH TO SMACKOVER, IN SECTION 13, T 15 S, R 16
 DL0201'W, AT THE CROSSROADS BAPTIST CHURCH AND CEMETERY, 183 FEET SOUTH OF
 DL0201'THE CENTER LINE OF THE ROAD, 43 FEET WEST OF THE NORTHWEST CORNER OF
 DL0201'THE CHURCH, 37 1/2 FEET SOUTH OF THE NORTHEAST CORNER OF THE CEMETERY,
 DL0201'27 FEET NORTH-NORTHWEST OF A 36-INCH RED OAK TREE, 1 1/2 FEET EAST OF
 DL0201'THE CEMETERY FENCE, ON THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD
 DL0201'THAT IS DRIVEN TO A DEPTH OF 38 1/2 FEET AND IS ENCASED IN A 6-INCH
 DL0201'TILE PROJECTING 6-INCHES.
 DL0201
 DL0201                          STATION RECOVERY (1964)
 DL0201
 DL0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0129 ***********************************************************************
 DL0129  DESIGNATION -  X 197
 DL0129  PID         -  DL0129
 DL0129  STATE/COUNTY-  AR/UNION
 DL0129  USGS QUAD   -  NEW UNION (1981)
 DL0129
 DL0129                         *CURRENT SURVEY CONTROL
 DL0129  ___________________________________________________________________
 DL0129* NAD 83(1986)-  33 08 53.     (N)    092 09 38.     (W)     SCALED    
 DL0129* NAVD 88     -        28.283  (meters)      92.79   (feet)  ADJUSTED  
 DL0129  ___________________________________________________________________
 DL0129  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DL0129  DYNAMIC HT  -          28.253 (meters)      92.69  (feet)  COMP
 DL0129  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DL0129
 DL0129  VERT ORDER  -  FIRST     CLASS II
 DL0129
 DL0129.The horizontal coordinates were scaled from a topographic map and have
 DL0129.an estimated accuracy of +/- 6 seconds.
 DL0129
 DL0129.The orthometric height was determined by differential leveling
 DL0129.and adjusted by the National Geodetic Survey in June 1991..
 DL0129
 DL0129.The geoid height was determined by GEOID03.
 DL0129
 DL0129.The dynamic height is computed by dividing the NAVD 88
 DL0129.geopotential number by the normal gravity value computed on the
 DL0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0129.degrees latitude (g = 980.6199 gals.).
 DL0129
 DL0129.The modeled gravity was interpolated from observed gravity values.
 DL0129
 DL0129;                    North         East    Units  Estimated Accuracy
 DL0129;SPC AR S     -   453,410.      385,020.      MT  (+/- 180 meters Scaled)
 DL0129
 DL0129                          SUPERSEDED SURVEY CONTROL
 DL0129
 DL0129  NGVD 29 (??/??/92)   28.340  (m)           92.98   (f) ADJ UNCH    1 2
 DL0129
 DL0129.Superseded values are not recommended for survey control.
 DL0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0129.See file dsdata.txt to determine how the superseded data were derived.
 DL0129
 DL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS782680(NAD 83)
 DL0129_MARKER: DB = BENCH MARK DISK
 DL0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0129_SP_SET: BRIDGE
 DL0129_STAMPING: X 197 1960
 DL0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0129
 DL0129  HISTORY     - Date     Condition        Report By
 DL0129  HISTORY     - 1960     MONUMENTED       CGS
 DL0129  HISTORY     - 1964     GOOD             NGS
 DL0129
 DL0129                          STATION DESCRIPTION
 DL0129
 DL0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0129'10.65 MI NE FROM FELSENTHAL.
 DL0129'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0129'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.25
 DL0129'MILES EAST ALONG U. S. HIGHWAY 82, IN SECTION 17, T 18 S, R 10 W, IN
 DL0129'THE TOP OF THE WEST END OF THE NORTH CURB OF A CONCRETE BRIDGE OVER
 DL0129'BIG SLOUGH, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 DL0129'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DL0129
 DL0129                          STATION RECOVERY (1964)
 DL0129
 DL0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0235 ***********************************************************************
 DL0235  DESIGNATION -  X 198
 DL0235  PID         -  DL0235
 DL0235  STATE/COUNTY-  AR/UNION
 DL0235  USGS QUAD   -  CALION (1978)
 DL0235
 DL0235                         *CURRENT SURVEY CONTROL
 DL0235  ___________________________________________________________________
 DL0235* NAD 83(1986)-  33 19 00.     (N)    092 34 20.     (W)     SCALED    
 DL0235* NAVD 88     -        62.935  (meters)     206.48   (feet)  ADJUSTED  
 DL0235  ___________________________________________________________________
 DL0235  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0235  DYNAMIC HT  -          62.868 (meters)     206.26  (feet)  COMP
 DL0235  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 DL0235
 DL0235  VERT ORDER  -  FIRST     CLASS II
 DL0235
 DL0235.The horizontal coordinates were scaled from a topographic map and have
 DL0235.an estimated accuracy of +/- 6 seconds.
 DL0235
 DL0235.The orthometric height was determined by differential leveling
 DL0235.and adjusted by the National Geodetic Survey in June 1991..
 DL0235
 DL0235.The geoid height was determined by GEOID03.
 DL0235
 DL0235.The dynamic height is computed by dividing the NAVD 88
 DL0235.geopotential number by the normal gravity value computed on the
 DL0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0235.degrees latitude (g = 980.6199 gals.).
 DL0235
 DL0235.The modeled gravity was interpolated from observed gravity values.
 DL0235
 DL0235;                    North         East    Units  Estimated Accuracy
 DL0235;SPC AR S     -   472,240.      346,720.      MT  (+/- 180 meters Scaled)
 DL0235
 DL0235                          SUPERSEDED SURVEY CONTROL
 DL0235
 DL0235  NGVD 29 (??/??/92)   62.974  (m)          206.61   (f) ADJ UNCH    1 2
 DL0235
 DL0235.Superseded values are not recommended for survey control.
 DL0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0235.See file dsdata.txt to determine how the superseded data were derived.
 DL0235
 DL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS398864(NAD 83)
 DL0235_MARKER: DB = BENCH MARK DISK
 DL0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0235_STAMPING: X 198 1960
 DL0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0235+STABILITY: SURFACE MOTION
 DL0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0235+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DL0235
 DL0235  HISTORY     - Date     Condition        Report By
 DL0235  HISTORY     - 1960     MONUMENTED       CGS
 DL0235  HISTORY     - 1964     GOOD             NGS
 DL0235  HISTORY     - 20050920 GOOD             ARHD
 DL0235
 DL0235                          STATION DESCRIPTION
 DL0235
 DL0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0235'2.15 MI SW FROM CALION.
 DL0235'ABOUT 0.4 MILE WEST-NORTHWEST ALONG AN ASPHALT ROAD FROM THE CHICAGO,
 DL0235'ROCK ISLAND AND PACIFIC RAILROAD STATION AT CALION, THENCE 1.75 MILE
 DL0235'SOUTHWEST ALONG U.S. HIGHWAY 167, ON THE CREST OF A HILL, IN SECTION
 DL0235'20, T 16 S, R 14 W, 100 FEET SOUTHEAST OF THE CENTER LINE OF A
 DL0235'GRAVELED ROAD, 128 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DL0235'37 FEET EAST OF THE CENTER LINE OF A WOODS ROAD, 26 1/2 FEET SOUTHEAST
 DL0235'OF A 26-INCH OAK TREE, 26 FEET SOUTHWEST OF THE CENTER LINE OF A WOODS
 DL0235'ROAD, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE
 DL0235'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DL0235
 DL0235                          STATION RECOVERY (1964)
 DL0235
 DL0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0235'RECOVERED IN GOOD CONDITION.
 DL0235
 DL0235                          STATION RECOVERY (2005)
 DL0235
 DL0235'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0005 ***********************************************************************
 EK0005  DESIGNATION -  X 20
 EK0005  PID         -  EK0005
 EK0005  STATE/COUNTY-  AR/SCOTT
 EK0005  USGS QUAD   -  BOLES (1983)
 EK0005
 EK0005                         *CURRENT SURVEY CONTROL
 EK0005  ___________________________________________________________________
 EK0005* NAD 83(1986)-  34 50 48.     (N)    094 03 30.     (W)     SCALED    
 EK0005* NAVD 88     -       251.012  (meters)     823.53   (feet)  ADJUSTED  
 EK0005  ___________________________________________________________________
 EK0005  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EK0005  DYNAMIC HT  -         250.750 (meters)     822.67  (feet)  COMP
 EK0005  MODELED GRAV-     979,585.5   (mgal)                       NAVD 88
 EK0005
 EK0005  VERT ORDER  -  FIRST     CLASS II
 EK0005
 EK0005.The horizontal coordinates were scaled from a topographic map and have
 EK0005.an estimated accuracy of +/- 6 seconds.
 EK0005
 EK0005.The orthometric height was determined by differential leveling
 EK0005.and adjusted by the National Geodetic Survey in June 1991..
 EK0005
 EK0005.The geoid height was determined by GEOID03.
 EK0005
 EK0005.The dynamic height is computed by dividing the NAVD 88
 EK0005.geopotential number by the normal gravity value computed on the
 EK0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0005.degrees latitude (g = 980.6199 gals.).
 EK0005
 EK0005.The modeled gravity was interpolated from observed gravity values.
 EK0005
 EK0005;                    North         East    Units  Estimated Accuracy
 EK0005;SPC AR N     -    58,920.      211,760.      MT  (+/- 180 meters Scaled)
 EK0005
 EK0005                          SUPERSEDED SURVEY CONTROL
 EK0005
 EK0005  NGVD 29 (??/??/92)  250.905  (m)          823.18   (f) ADJ UNCH    1 2
 EK0005
 EK0005.Superseded values are not recommended for survey control.
 EK0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0005.See file dsdata.txt to determine how the superseded data were derived.
 EK0005
 EK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU032565(NAD 83)
 EK0005_MARKER: DB = BENCH MARK DISK
 EK0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0005_SP_SET: BRIDGE CURB
 EK0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0005
 EK0005  HISTORY     - Date     Condition        Report By
 EK0005  HISTORY     - UNK      MONUMENTED       CGS
 EK0005  HISTORY     - 1931     GOOD             NGS
 EK0005  HISTORY     - 1959     GOOD             NGS
 EK0005  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0005
 EK0005                          STATION DESCRIPTION
 EK0005
 EK0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 EK0005'4.2 MI S FROM WALDRON.
 EK0005'4.2 MILES SOUTH BY HIGHWAY LOCATED IN BRIDGE 11-16.88, WHERE
 EK0005'HIGHWAY U.S. 71 CROSSES ROSS CREEK, ON THE WEST SIDE OF THE
 EK0005'BRIDGE, IN THE CURBING 2.5 FEET SOUTH OF THE NORTH END OF THE
 EK0005'BRIDGE.
 EK0005
 EK0005                          STATION RECOVERY (1959)
 EK0005
 EK0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EK0005'RECOVERED IN GOOD CONDITION.
 EK0005
 EK0005                          STATION RECOVERY (1985)
 EK0005
 EK0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0005'NOT RECOVERED, A NEW BRIDGE HAS BEEN BUILT OVER ROSS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0683 ***********************************************************************
 EK0683  DESIGNATION -  X 20 RESET
 EK0683  PID         -  EK0683
 EK0683  STATE/COUNTY-  AR/SCOTT
 EK0683  USGS QUAD   -  BOLES (1983)
 EK0683
 EK0683                         *CURRENT SURVEY CONTROL
 EK0683  ___________________________________________________________________
 EK0683* NAD 83(1986)-  34 50 50.     (N)    094 03 49.     (W)     SCALED    
 EK0683* NAVD 88     -       250.902  (meters)     823.17   (feet)  ADJUSTED  
 EK0683  ___________________________________________________________________
 EK0683  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 EK0683  DYNAMIC HT  -         250.640 (meters)     822.31  (feet)  COMP
 EK0683  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 EK0683
 EK0683  VERT ORDER  -  FIRST     CLASS II
 EK0683
 EK0683.The horizontal coordinates were scaled from a topographic map and have
 EK0683.an estimated accuracy of +/- 6 seconds.
 EK0683
 EK0683.The orthometric height was determined by differential leveling
 EK0683.and adjusted by the National Geodetic Survey in June 1991..
 EK0683
 EK0683.The geoid height was determined by GEOID03.
 EK0683
 EK0683.The dynamic height is computed by dividing the NAVD 88
 EK0683.geopotential number by the normal gravity value computed on the
 EK0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0683.degrees latitude (g = 980.6199 gals.).
 EK0683
 EK0683.The modeled gravity was interpolated from observed gravity values.
 EK0683
 EK0683;                    North         East    Units  Estimated Accuracy
 EK0683;SPC AR N     -    58,990.      211,280.      MT  (+/- 180 meters Scaled)
 EK0683
 EK0683                          SUPERSEDED SURVEY CONTROL
 EK0683
 EK0683.No superseded survey control is available for this station.
 EK0683
 EK0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU027566(NAD 83)
 EK0683_MARKER: DB = BENCH MARK DISK
 EK0683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0683_SP_SET: RETAINING WALL
 EK0683_STAMPING: X 20 RESET 1984
 EK0683_MARK LOGO: NGS   
 EK0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0683
 EK0683  HISTORY     - Date     Condition        Report By
 EK0683  HISTORY     - 1984     MONUMENTED       NGS
 EK0683  HISTORY     - 1985     GOOD             NGS
 EK0683  HISTORY     - 1987     GOOD             USPSQD
 EK0683  HISTORY     - 1988     GOOD             USPSQD
 EK0683  HISTORY     - 1989     GOOD             USPSQD
 EK0683  HISTORY     - 1990     GOOD             USPSQD
 EK0683
 EK0683                          STATION DESCRIPTION
 EK0683
 EK0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0683'6.9 KM (4.3 MI) SOUTH FROM WALDRON.
 EK0683'5.6 KM (3.5 MI) SOUTH ALONG U.S. HIGHWAY 71 B (BUSINESS ROUTE) FROM
 EK0683'THE JUNCTION OF STATE HIGHWAY 80 IN WALDRON, THENCE 1.3 KM (0.8 MI)
 EK0683'SOUTH ALONG U.S. HIGHWAY 71, AT A BRIDGE OVER THE ROSS CREEK, SET IN
 EK0683'THE NORTHWEST RETAINING WALL OF THE BRIDGE, 7.25 METERS (23.8 FT) WEST
 EK0683'OF THE CENTERLINE OF U.S. HIGHWAY 71, AND 0.70 METERS (2.3 FT) SOUTH
 EK0683'OF THE NORTH END OF THE RETAINING WALL.
 EK0683'THE MARK IS ABOVE LEVEL WITH HIGHWAY 71.
 EK0683
 EK0683                          STATION RECOVERY (1987)
 EK0683
 EK0683'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0683'RECOVERED IN GOOD CONDITION.
 EK0683
 EK0683                          STATION RECOVERY (1988)
 EK0683
 EK0683'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0683'RECOVERED IN GOOD CONDITION.
 EK0683
 EK0683                          STATION RECOVERY (1989)
 EK0683
 EK0683'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0683'RECOVERED IN GOOD CONDITION.
 EK0683
 EK0683                          STATION RECOVERY (1990)
 EK0683
 EK0683'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0099 ***********************************************************************
 DL0099  DESIGNATION -  X 201
 DL0099  PID         -  DL0099
 DL0099  STATE/COUNTY-  AR/UNION
 DL0099  USGS QUAD   -  NEW LONDON (1981)
 DL0099
 DL0099                         *CURRENT SURVEY CONTROL
 DL0099  ___________________________________________________________________
 DL0099* NAD 83(1986)-  33 14 53.     (N)    092 20 24.     (W)     SCALED    
 DL0099* NAVD 88     -        49.425  (meters)     162.16   (feet)  ADJUSTED  
 DL0099  ___________________________________________________________________
 DL0099  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0099  DYNAMIC HT  -          49.372 (meters)     161.98  (feet)  COMP
 DL0099  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 DL0099
 DL0099  VERT ORDER  -  FIRST     CLASS II
 DL0099
 DL0099.The horizontal coordinates were scaled from a topographic map and have
 DL0099.an estimated accuracy of +/- 6 seconds.
 DL0099
 DL0099.The orthometric height was determined by differential leveling
 DL0099.and adjusted by the National Geodetic Survey in June 1991..
 DL0099
 DL0099.The geoid height was determined by GEOID03.
 DL0099
 DL0099.The dynamic height is computed by dividing the NAVD 88
 DL0099.geopotential number by the normal gravity value computed on the
 DL0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0099.degrees latitude (g = 980.6199 gals.).
 DL0099
 DL0099.The modeled gravity was interpolated from observed gravity values.
 DL0099
 DL0099;                    North         East    Units  Estimated Accuracy
 DL0099;SPC AR S     -   464,540.      368,320.      MT  (+/- 180 meters Scaled)
 DL0099
 DL0099                          SUPERSEDED SURVEY CONTROL
 DL0099
 DL0099  NGVD 29 (??/??/92)   49.475  (m)          162.32   (f) ADJ UNCH    1 2
 DL0099
 DL0099.Superseded values are not recommended for survey control.
 DL0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0099.See file dsdata.txt to determine how the superseded data were derived.
 DL0099
 DL0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS614789(NAD 83)
 DL0099_MARKER: DB = BENCH MARK DISK
 DL0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0099_STAMPING: X 201 1960
 DL0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0099+STABILITY: SURFACE MOTION
 DL0099
 DL0099  HISTORY     - Date     Condition        Report By
 DL0099  HISTORY     - 1960     MONUMENTED       CGS
 DL0099  HISTORY     - 1964     GOOD             NGS
 DL0099  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0099  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0099
 DL0099                          STATION DESCRIPTION
 DL0099
 DL0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0099'11.1 MI N FROM STRONG.
 DL0099'0.15 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0099'STATION AT STRONG, THENCE 1.1 MILES NORTHEAST ALONG A PAVED ROAD,
 DL0099'THENCE 8.4 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.45 MILES
 DL0099'NORTHWEST ALONG A GRADED DIRT ROAD, IN THE SOUTHEAST 1/4 OF SECTION 9,
 DL0099'T 17 S, R 12 W, 0.3 MILE SOUTHEAST OF A FARMHOUSE, 70 FEET NORTHEAST
 DL0099'OF THE CENTER LINE OF THE ROAD, 106 FEET NORTH AND ACROSS THE ROAD
 DL0099'FROM A 16-INCH FORKED OAK TREE, 15 FEET NORTH OF THE CENTER LINE OF A
 DL0099'DIM WOODS ROAD, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 DL0099'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0099
 DL0099                          STATION RECOVERY (1964)
 DL0099
 DL0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0099'RECOVERED IN GOOD CONDITION.
 DL0099
 DL0099                          STATION RECOVERY (1977)
 DL0099
 DL0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0099'MARK NOT FOUND.
 DL0099
 DL0099                          STATION RECOVERY (2004)
 DL0099
 DL0099'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0752 ***********************************************************************
 DL0752  DESIGNATION -  X 202
 DL0752  PID         -  DL0752
 DL0752  STATE/COUNTY-  AR/LAFAYETTE
 DL0752  USGS QUAD   -  LEWISVILLE (1978)
 DL0752
 DL0752                         *CURRENT SURVEY CONTROL
 DL0752  ___________________________________________________________________
 DL0752* NAD 83(1986)-  33 21 28.     (N)    093 32 03.     (W)     SCALED    
 DL0752* NAVD 88     -        73.873  (meters)     242.37   (feet)  ADJUSTED  
 DL0752  ___________________________________________________________________
 DL0752  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DL0752  DYNAMIC HT  -          73.794 (meters)     242.11  (feet)  COMP
 DL0752  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DL0752
 DL0752  VERT ORDER  -  FIRST     CLASS II
 DL0752
 DL0752.The horizontal coordinates were scaled from a topographic map and have
 DL0752.an estimated accuracy of +/- 6 seconds.
 DL0752
 DL0752.The orthometric height was determined by differential leveling
 DL0752.and adjusted by the National Geodetic Survey in June 1991..
 DL0752
 DL0752.The geoid height was determined by GEOID03.
 DL0752
 DL0752.The dynamic height is computed by dividing the NAVD 88
 DL0752.geopotential number by the normal gravity value computed on the
 DL0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0752.degrees latitude (g = 980.6199 gals.).
 DL0752
 DL0752.The modeled gravity was interpolated from observed gravity values.
 DL0752
 DL0752;                    North         East    Units  Estimated Accuracy
 DL0752;SPC AR S     -   477,720.      257,220.      MT  (+/- 180 meters Scaled)
 DL0752
 DL0752                          SUPERSEDED SURVEY CONTROL
 DL0752
 DL0752  NGVD 29 (??/??/92)   73.910  (m)          242.49   (f) ADJ UNCH    1 2
 DL0752
 DL0752.Superseded values are not recommended for survey control.
 DL0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0752.See file dsdata.txt to determine how the superseded data were derived.
 DL0752
 DL0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS503910(NAD 83)
 DL0752_MARKER: DB = BENCH MARK DISK
 DL0752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0752_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0752_STAMPING: X 202 1960
 DL0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0752
 DL0752  HISTORY     - Date     Condition        Report By
 DL0752  HISTORY     - 1960     MONUMENTED       CGS
 DL0752  HISTORY     - 1963     GOOD             NGS
 DL0752
 DL0752                          STATION DESCRIPTION
 DL0752
 DL0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0752'1.9 MI W FROM STAMPS.
 DL0752'ABOUT 1.9 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0752'STATION AT STAMPS, IN THE EAST EDGE OF SECTION 13, T 16 S, R 24 W, 0.1
 DL0752'MILE OR 2 1/2 POLES WEST OF MILEPOST 387, 50 1/2 FEET SOUTHEAST OF THE
 DL0752'SOUTHWEST CORNER OF A TRESTLE OVER BADCAW CREEK, 48 1/2 FEET SOUTH OF
 DL0752'THE SOUTH RAIL, 44 FEET SOUTH OF THE SOUTH EDGE OF THE TRESTLE, 1.3
 DL0752'FEET SOUTH OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE TRACKS,
 DL0752'AND ON THE TOP OF A 4-INCH STEEL PIPE FILLED WITH CONCRETE PROJECTING
 DL0752'8 INCHES.  NOTE-- THIS MARK IS ALSO 2.65 MILES EAST OF THE ST. LOUIS
 DL0752'SOUTHWESTERN RAILWAY STATION AT LEWISVILLE.
 DL0752
 DL0752                          STATION RECOVERY (1963)
 DL0752
 DL0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0639 ***********************************************************************
 DL0639  DESIGNATION -  X 203
 DL0639  PID         -  DL0639
 DL0639  STATE/COUNTY-  AR/COLUMBIA
 DL0639  USGS QUAD   -  CALHOUN (1966)
 DL0639
 DL0639                         *CURRENT SURVEY CONTROL
 DL0639  ___________________________________________________________________
 DL0639* NAD 83(1986)-  33 13 54.     (N)    093 14 21.     (W)     SCALED    
 DL0639* NAVD 88     -        80.745  (meters)     264.91   (feet)  ADJUSTED  
 DL0639  ___________________________________________________________________
 DL0639  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DL0639  DYNAMIC HT  -          80.658 (meters)     264.63  (feet)  COMP
 DL0639  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DL0639
 DL0639  VERT ORDER  -  SECOND    CLASS 0
 DL0639
 DL0639.The horizontal coordinates were scaled from a topographic map and have
 DL0639.an estimated accuracy of +/- 6 seconds.
 DL0639
 DL0639.The orthometric height was determined by differential leveling
 DL0639.and adjusted by the National Geodetic Survey in June 1991..
 DL0639
 DL0639.The geoid height was determined by GEOID03.
 DL0639
 DL0639.The dynamic height is computed by dividing the NAVD 88
 DL0639.geopotential number by the normal gravity value computed on the
 DL0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0639.degrees latitude (g = 980.6199 gals.).
 DL0639
 DL0639.The modeled gravity was interpolated from observed gravity values.
 DL0639
 DL0639;                    North         East    Units  Estimated Accuracy
 DL0639;SPC AR S     -   463,370.      284,500.      MT  (+/- 180 meters Scaled)
 DL0639
 DL0639                          SUPERSEDED SURVEY CONTROL
 DL0639
 DL0639  NGVD 29 (??/??/92)   80.790  (m)          265.06   (f) ADJ UNCH    2 0
 DL0639
 DL0639.Superseded values are not recommended for survey control.
 DL0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0639.See file dsdata.txt to determine how the superseded data were derived.
 DL0639
 DL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS777769(NAD 83)
 DL0639_MARKER: DB = BENCH MARK DISK
 DL0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0639_STAMPING: X 203 1960
 DL0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0639+STABILITY: SURFACE MOTION
 DL0639
 DL0639  HISTORY     - Date     Condition        Report By
 DL0639  HISTORY     - 1960     MONUMENTED       CGS
 DL0639
 DL0639                          STATION DESCRIPTION
 DL0639
 DL0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0639'2.55 MI SE FROM MAGNOLIA.
 DL0639'ABOUT 2.55 MILES SOUTHEAST ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0639'FROM THE STATION AT MAGNOLIA, 0.05 MILE SOUTHEAST OF MILEPOST 9, IN
 DL0639'SECTION 25, T 17 S, R 21 W, 80 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DL0639'120 FEET EAST-SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 24 FEET EAST
 DL0639'OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 38 1/2 FEET SOUTH
 DL0639'OF THE CENTER LINE OF A GRADED DIRT ROAD, 2.0 FEET SOUTH OF A WITNESS
 DL0639'POST, ABOUT 2 FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 DL0639'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0531 ***********************************************************************
 DL0531  DESIGNATION -  X 204
 DL0531  PID         -  DL0531
 DL0531  STATE/COUNTY-  AR/COLUMBIA
 DL0531  USGS QUAD   -  MAGNOLIA (1968)
 DL0531
 DL0531                         *CURRENT SURVEY CONTROL
 DL0531  ___________________________________________________________________
 DL0531* NAD 83(1986)-  33 21 07.     (N)    093 11 12.     (W)     SCALED    
 DL0531* NAVD 88     -       101.144  (meters)     331.84   (feet)  ADJUSTED  
 DL0531  ___________________________________________________________________
 DL0531  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0531  DYNAMIC HT  -         101.037 (meters)     331.49  (feet)  COMP
 DL0531  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 DL0531
 DL0531  VERT ORDER  -  FIRST     CLASS II
 DL0531
 DL0531.The horizontal coordinates were scaled from a topographic map and have
 DL0531.an estimated accuracy of +/- 6 seconds.
 DL0531
 DL0531.The orthometric height was determined by differential leveling
 DL0531.and adjusted by the National Geodetic Survey in June 1991..
 DL0531
 DL0531.The geoid height was determined by GEOID03.
 DL0531
 DL0531.The dynamic height is computed by dividing the NAVD 88
 DL0531.geopotential number by the normal gravity value computed on the
 DL0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0531.degrees latitude (g = 980.6199 gals.).
 DL0531
 DL0531.The modeled gravity was interpolated from observed gravity values.
 DL0531
 DL0531;                    North         East    Units  Estimated Accuracy
 DL0531;SPC AR S     -   476,650.      289,550.      MT  (+/- 180 meters Scaled)
 DL0531
 DL0531                          SUPERSEDED SURVEY CONTROL
 DL0531
 DL0531  NGVD 29 (??/??/92)  101.170  (m)          331.92   (f) ADJ UNCH    1 2
 DL0531
 DL0531.Superseded values are not recommended for survey control.
 DL0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0531.See file dsdata.txt to determine how the superseded data were derived.
 DL0531
 DL0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS826903(NAD 83)
 DL0531_MARKER: DB = BENCH MARK DISK
 DL0531_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0531_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0531_STAMPING: X 204 1960
 DL0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0531
 DL0531  HISTORY     - Date     Condition        Report By
 DL0531  HISTORY     - 1960     MONUMENTED       CGS
 DL0531
 DL0531                          STATION DESCRIPTION
 DL0531
 DL0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0531'1.3 MI NE FROM MCNEIL.
 DL0531'ABOUT 1.3 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 DL0531'FROM THE STATION AT MCNEIL, IN SECTION 17, T 16 S, R 20 W, AT THE
 DL0531'NORTHEAST END OF A CUT, 27 FEET EAST OF THE 10TH POLE NORTHEAST OF
 DL0531'MILEPOST 367, 41 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 11 1/2 FEET
 DL0531'NORTHEAST OF A 10-INCH OAK TREE, 1 FOOT NORTHWEST OF A FENCE, ABOUT 1
 DL0531'FOOT ABOVE THE TRACKS, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 DL0531'12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1340 ***********************************************************************
 FF1340  DESIGNATION -  X 205
 FF1340  PID         -  FF1340
 FF1340  STATE/COUNTY-  AR/WHITE
 FF1340  USGS QUAD   -  BALD KNOB (1994)
 FF1340
 FF1340                         *CURRENT SURVEY CONTROL
 FF1340  ___________________________________________________________________
 FF1340* NAD 83(1986)-  35 21 11.     (N)    091 33 51.     (W)     SCALED    
 FF1340* NAVD 88     -       106.173  (meters)     348.34   (feet)  ADJUSTED  
 FF1340  ___________________________________________________________________
 FF1340  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1340  DYNAMIC HT  -         106.079 (meters)     348.03  (feet)  COMP
 FF1340  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 FF1340
 FF1340  VERT ORDER  -  SECOND    CLASS 0
 FF1340
 FF1340.The horizontal coordinates were scaled from a topographic map and have
 FF1340.an estimated accuracy of +/- 6 seconds.
 FF1340
 FF1340.The orthometric height was determined by differential leveling
 FF1340.and adjusted by the National Geodetic Survey in June 1991..
 FF1340
 FF1340.The geoid height was determined by GEOID03.
 FF1340
 FF1340.The dynamic height is computed by dividing the NAVD 88
 FF1340.geopotential number by the normal gravity value computed on the
 FF1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1340.degrees latitude (g = 980.6199 gals.).
 FF1340
 FF1340.The modeled gravity was interpolated from observed gravity values.
 FF1340
 FF1340;                    North         East    Units  Estimated Accuracy
 FF1340;SPC AR N     -   113,220.      439,610.      MT  (+/- 180 meters Scaled)
 FF1340
 FF1340                          SUPERSEDED SURVEY CONTROL
 FF1340
 FF1340  NGVD 29 (??/??/??)  106.124  (m)          348.18   (f) ADJUSTED    2 0
 FF1340
 FF1340.Superseded values are not recommended for survey control.
 FF1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1340.See file dsdata.txt to determine how the superseded data were derived.
 FF1340
 FF1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV304131(NAD 83)
 FF1340_MARKER: DB = BENCH MARK DISK
 FF1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1340_STAMPING: X 205 1962
 FF1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1340+STABILITY: SURFACE MOTION
 FF1340
 FF1340  HISTORY     - Date     Condition        Report By
 FF1340  HISTORY     - 1962     MONUMENTED       CGS
 FF1340  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1340
 FF1340                          STATION DESCRIPTION
 FF1340
 FF1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1340'3.6 MI N FROM BALD KNOB.
 FF1340'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1340'STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY
 FF1340'TO THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, THENCE 2.6 MILES
 FF1340'NORTH ALONG U.S. HIGHWAY 167, 45 FEET WEST OF THE CENTERLINE
 FF1340'OF THE HIGHWAY, 2.5 FEET SOUTH OF A METAL WITNESS POST,
 FF1340'0.8 FOOT EAST OF A RIGHT OF WAY FENCE, ABOUT 1 FOOT BELOW THE
 FF1340'LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST
 FF1340'PROJECTING 2 INCHES ABOVE GROUND.
 FF1340
 FF1340                          STATION RECOVERY (2003)
 FF1340
 FF1340'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1340'NEW 4 LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0259 ***********************************************************************
 FG0259  DESIGNATION -  X 206
 FG0259  PID         -  FG0259
 FG0259  STATE/COUNTY-  AR/WHITE
 FG0259  USGS QUAD   -  ROSE BUD (1994)
 FG0259
 FG0259                         *CURRENT SURVEY CONTROL
 FG0259  ___________________________________________________________________
 FG0259* NAD 83(1986)-  35 19 53.     (N)    092 04 54.     (W)     SCALED    
 FG0259* NAVD 88     -       193.445  (meters)     634.66   (feet)  ADJUSTED  
 FG0259  ___________________________________________________________________
 FG0259  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FG0259  DYNAMIC HT  -         193.266 (meters)     634.07  (feet)  COMP
 FG0259  MODELED GRAV-     979,701.8   (mgal)                       NAVD 88
 FG0259
 FG0259  VERT ORDER  -  SECOND    CLASS 0
 FG0259
 FG0259.The horizontal coordinates were scaled from a topographic map and have
 FG0259.an estimated accuracy of +/- 6 seconds.
 FG0259
 FG0259.The orthometric height was determined by differential leveling
 FG0259.and adjusted by the National Geodetic Survey in June 1991..
 FG0259
 FG0259.The geoid height was determined by GEOID03.
 FG0259
 FG0259.The dynamic height is computed by dividing the NAVD 88
 FG0259.geopotential number by the normal gravity value computed on the
 FG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0259.degrees latitude (g = 980.6199 gals.).
 FG0259
 FG0259.The modeled gravity was interpolated from observed gravity values.
 FG0259
 FG0259;                    North         East    Units  Estimated Accuracy
 FG0259;SPC AR N     -   110,730.      392,580.      MT  (+/- 180 meters Scaled)
 FG0259
 FG0259                          SUPERSEDED SURVEY CONTROL
 FG0259
 FG0259  NGVD 29 (??/??/92)  193.402  (m)          634.52   (f) ADJ UNCH    2 0
 FG0259
 FG0259.Superseded values are not recommended for survey control.
 FG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0259.See file dsdata.txt to determine how the superseded data were derived.
 FG0259
 FG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV834101(NAD 83)
 FG0259_MARKER: DB = BENCH MARK DISK
 FG0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0259_SP_SET: CULVERT
 FG0259_STAMPING: X 206 1962
 FG0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0259
 FG0259  HISTORY     - Date     Condition        Report By
 FG0259  HISTORY     - 1962     MONUMENTED       CGS
 FG0259  HISTORY     - 1967     GOOD             NGS
 FG0259
 FG0259                          STATION DESCRIPTION
 FG0259
 FG0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0259'IN ROSE BUD.
 FG0259'IT IS 84 FEET NORTHEAST OF THE POST OFFICE AT ROSE BUD, 17 FEET NORTH
 FG0259'OF THE CENTER OF STATE HIGHWAY 36, 1.4 FEET WEST OF THE EAST END OF
 FG0259'THE NORTH HEADWALL OF A CONCRETE CULVERT AND CEMENTED IN A DRILL HOLE
 FG0259'IN THE TOP OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0356 ***********************************************************************
 FG0356  DESIGNATION -  X 207
 FG0356  PID         -  FG0356
 FG0356  STATE/COUNTY-  AR/CONWAY
 FG0356  USGS QUAD   -  MORRILTON EAST (1990)
 FG0356
 FG0356                         *CURRENT SURVEY CONTROL
 FG0356  ___________________________________________________________________
 FG0356* NAD 83(1986)-  35 09 12.     (N)    092 42 08.     (W)     SCALED    
 FG0356* NAVD 88     -       109.431  (meters)     359.02   (feet)  ADJUSTED  
 FG0356  ___________________________________________________________________
 FG0356  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FG0356  DYNAMIC HT  -         109.328 (meters)     358.69  (feet)  COMP
 FG0356  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FG0356
 FG0356  VERT ORDER  -  SECOND    CLASS 0
 FG0356
 FG0356.The horizontal coordinates were scaled from a topographic map and have
 FG0356.an estimated accuracy of +/- 6 seconds.
 FG0356
 FG0356.The orthometric height was determined by differential leveling
 FG0356.and adjusted by the National Geodetic Survey in June 1991..
 FG0356
 FG0356.The geoid height was determined by GEOID03.
 FG0356
 FG0356.The dynamic height is computed by dividing the NAVD 88
 FG0356.geopotential number by the normal gravity value computed on the
 FG0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0356.degrees latitude (g = 980.6199 gals.).
 FG0356
 FG0356.The modeled gravity was interpolated from observed gravity values.
 FG0356
 FG0356;                    North         East    Units  Estimated Accuracy
 FG0356;SPC AR N     -    91,200.      336,020.      MT  (+/- 180 meters Scaled)
 FG0356
 FG0356                          SUPERSEDED SURVEY CONTROL
 FG0356
 FG0356  NGVD 29 (??/??/92)  109.448  (m)          359.08   (f) ADJ UNCH    2 0
 FG0356
 FG0356.Superseded values are not recommended for survey control.
 FG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0356.See file dsdata.txt to determine how the superseded data were derived.
 FG0356
 FG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU271900(NAD 83)
 FG0356_MARKER: DB = BENCH MARK DISK
 FG0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0356_STAMPING: X 207 1962
 FG0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0356+STABILITY: SURFACE MOTION
 FG0356
 FG0356  HISTORY     - Date     Condition        Report By
 FG0356  HISTORY     - 1962     MONUMENTED       CGS
 FG0356  HISTORY     - 1967     GOOD             NGS
 FG0356  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0356  HISTORY     - 1987     GOOD             USPSQD
 FG0356
 FG0356                          STATION DESCRIPTION
 FG0356
 FG0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0356'2.3 MI E FROM MORRILTON.
 FG0356'IT IS 2.3 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE RAILROAD DEPOT IN
 FG0356'MORRILTON, 49 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 23
 FG0356'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 64, 2 FEET EAST OF A
 FG0356'POWERLINE POLE, 1 FOOT WEST OF A METAL WITNESS POST AND SET IN THE TOP
 FG0356'OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 FG0356
 FG0356                          STATION RECOVERY (1984)
 FG0356
 FG0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0356'NOT RECOVERED, PROBABLY GRADED OUT.
 FG0356
 FG0356                          STATION RECOVERY (1987)
 FG0356
 FG0356'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0267 ***********************************************************************
 FG0267  DESIGNATION -  X 208
 FG0267  PID         -  FG0267
 FG0267  STATE/COUNTY-  AR/FAULKNER
 FG0267  USGS QUAD   -  DAMASCUS (1994)
 FG0267
 FG0267                         *CURRENT SURVEY CONTROL
 FG0267  ___________________________________________________________________
 FG0267* NAD 83(1986)-  35 20 24.     (N)    092 24 26.     (W)     SCALED    
 FG0267* NAVD 88     -       126.306  (meters)     414.39   (feet)  ADJUSTED  
 FG0267  ___________________________________________________________________
 FG0267  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FG0267  DYNAMIC HT  -         126.189 (meters)     414.01  (feet)  COMP
 FG0267  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 FG0267
 FG0267  VERT ORDER  -  SECOND    CLASS 0
 FG0267
 FG0267.The horizontal coordinates were scaled from a topographic map and have
 FG0267.an estimated accuracy of +/- 6 seconds.
 FG0267
 FG0267.The orthometric height was determined by differential leveling
 FG0267.and adjusted by the National Geodetic Survey in June 1991..
 FG0267
 FG0267.The geoid height was determined by GEOID03.
 FG0267
 FG0267.The dynamic height is computed by dividing the NAVD 88
 FG0267.geopotential number by the normal gravity value computed on the
 FG0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0267.degrees latitude (g = 980.6199 gals.).
 FG0267
 FG0267.The modeled gravity was interpolated from observed gravity values.
 FG0267
 FG0267;                    North         East    Units  Estimated Accuracy
 FG0267;SPC AR N     -   111,760.      362,980.      MT  (+/- 180 meters Scaled)
 FG0267
 FG0267                          SUPERSEDED SURVEY CONTROL
 FG0267
 FG0267  NGVD 29 (??/??/92)  126.291  (m)          414.34   (f) ADJ UNCH    2 0
 FG0267
 FG0267.Superseded values are not recommended for survey control.
 FG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0267.See file dsdata.txt to determine how the superseded data were derived.
 FG0267
 FG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV538109(NAD 83)
 FG0267_MARKER: DB = BENCH MARK DISK
 FG0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0267_SP_SET: BRIDGE
 FG0267_STAMPING: X 208 1962
 FG0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0267
 FG0267  HISTORY     - Date     Condition        Report By
 FG0267  HISTORY     - 1962     MONUMENTED       CGS
 FG0267
 FG0267                          STATION DESCRIPTION
 FG0267
 FG0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0267'2.0 MI S FROM DAMASCUS.
 FG0267'2.0 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0267'DAMASCUS, 13.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 FG0267'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, 0.8 FOOT EAST OF THE NORTHWEST
 FG0267'CORNER OF THE NORTHEAST SIDE OF A CONCRETE BRIDGE, SET IN A DRILL HOLE
 FG0267'IN HEADWALL OF BRIDGE OVER BATESVILLE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0365 ***********************************************************************
 FG0365  DESIGNATION -  X 209
 FG0365  PID         -  FG0365
 FG0365  STATE/COUNTY-  AR/CONWAY
 FG0365  USGS QUAD   -  MENIFEE (1991)
 FG0365
 FG0365                         *CURRENT SURVEY CONTROL
 FG0365  ___________________________________________________________________
 FG0365* NAD 83(1986)-  35 13 37.     (N)    092 36 49.     (W)     SCALED    
 FG0365* NAVD 88     -       112.814  (meters)     370.12   (feet)  ADJUSTED  
 FG0365  ___________________________________________________________________
 FG0365  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FG0365  DYNAMIC HT  -         112.709 (meters)     369.78  (feet)  COMP
 FG0365  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FG0365
 FG0365  VERT ORDER  -  SECOND    CLASS 0
 FG0365
 FG0365.The horizontal coordinates were scaled from a topographic map and have
 FG0365.an estimated accuracy of +/- 6 seconds.
 FG0365
 FG0365.The orthometric height was determined by differential leveling
 FG0365.and adjusted by the National Geodetic Survey in June 1991..
 FG0365
 FG0365.The geoid height was determined by GEOID03.
 FG0365
 FG0365.The dynamic height is computed by dividing the NAVD 88
 FG0365.geopotential number by the normal gravity value computed on the
 FG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0365.degrees latitude (g = 980.6199 gals.).
 FG0365
 FG0365.The modeled gravity was interpolated from observed gravity values.
 FG0365
 FG0365;                    North         East    Units  Estimated Accuracy
 FG0365;SPC AR N     -    99,310.      344,140.      MT  (+/- 180 meters Scaled)
 FG0365
 FG0365                          SUPERSEDED SURVEY CONTROL
 FG0365
 FG0365  NGVD 29 (??/??/92)  112.823  (m)          370.15   (f) ADJ UNCH    2 0
 FG0365
 FG0365.Superseded values are not recommended for survey control.
 FG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0365.See file dsdata.txt to determine how the superseded data were derived.
 FG0365
 FG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU351982(NAD 83)
 FG0365_MARKER: DB = BENCH MARK DISK
 FG0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0365_SP_SET: CULVERT
 FG0365_STAMPING: X 209 1962
 FG0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0365
 FG0365  HISTORY     - Date     Condition        Report By
 FG0365  HISTORY     - 1962     MONUMENTED       CGS
 FG0365  HISTORY     - 1967     GOOD             NGS
 FG0365  HISTORY     - 1984     GOOD             NGS
 FG0365  HISTORY     - 19970319 GOOD             USPSQD
 FG0365
 FG0365                          STATION DESCRIPTION
 FG0365
 FG0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0365'5.4 MI N FROM PLUMERVILLE.
 FG0365'IT IS 5.4 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U.S.
 FG0365'HIGHWAY 64 AND STATE HIGHWAY 92 IN PLUMERVILLE, 99 FEET NORTHEAST OF A
 FG0365'POWERLINE POLE, 16 FEET SOUTH OF THE CENTER OF STATE HIGHWY 92 AND
 FG0365'CEMENTED IN A DRILL HOLE IN THE EAST END OF A CONCRETE CULVERT.
 FG0365
 FG0365                          STATION RECOVERY (1984)
 FG0365
 FG0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0365'RECOVERED IN GOOD CONDITION.
 FG0365
 FG0365                          STATION RECOVERY (1997)
 FG0365
 FG0365'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1932 ***********************************************************************
 FE1932  DESIGNATION -  X 213
 FE1932  PID         -  FE1932
 FE1932  STATE/COUNTY-  AR/MISSISSIPPI
 FE1932  USGS QUAD   -  ROSA (1983)
 FE1932
 FE1932                         *CURRENT SURVEY CONTROL
 FE1932  ___________________________________________________________________
 FE1932* NAD 83(1997)-  35 49 24.98633(N)    089 49 58.67325(W)     ADJUSTED  
 FE1932* NAVD 88     -        82.834  (meters)     271.76   (feet)  ADJUSTED  
 FE1932  ___________________________________________________________________
 FE1932  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FE1932  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE1932  DYNAMIC HT  -          82.764 (meters)     271.53  (feet)  COMP
 FE1932  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 FE1932
 FE1932  HORZ ORDER  -  SECOND
 FE1932  VERT ORDER  -  FIRST     CLASS I
 FE1932
 FE1932.The horizontal coordinates were established by classical geodetic methods
 FE1932.and adjusted by the National Geodetic Survey in September 1999..
 FE1932
 FE1932.The orthometric height was determined by differential leveling
 FE1932.and adjusted by the National Geodetic Survey in June 1991..
 FE1932
 FE1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1932
 FE1932.The geoid height was determined by GEOID03.
 FE1932
 FE1932.The dynamic height is computed by dividing the NAVD 88
 FE1932.geopotential number by the normal gravity value computed on the
 FE1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1932.degrees latitude (g = 980.6199 gals.).
 FE1932
 FE1932.The modeled gravity was interpolated from observed gravity values.
 FE1932
 FE1932;                    North         East     Units Scale Factor Converg.
 FE1932;SPC AR N     -   167,489.115   595,795.424   MT  0.99994463   +1 15 39.6
 FE1932;SPC AR N     -   549,503.87  1,954,705.49   sFT  0.99994463   +1 15 39.6
 FE1932;UTM  16      - 3,968,089.204   244,071.122   MT  1.00040719   -1 39 32.4
 FE1932
 FE1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1932!SPC AR N     -   0.99999136  x   0.99994463  =   0.99993599
 FE1932!UTM  16      -   0.99999136  x   1.00040719  =   1.00039855
 FE1932
 FE1932                          SUPERSEDED SURVEY CONTROL
 FE1932
 FE1932  NAD 83(1997)-  35 49 24.98788(N)    089 49 58.67340(W) AD(       ) 2
 FE1932  NAD 83(1997)-  35 49 24.99647(N)    089 49 58.67366(W) AD(       ) 2
 FE1932  NAD 83(1986)-  35 49 24.99721(N)    089 49 58.67230(W) AD(       ) 2
 FE1932  NAD 27      -  35 49 24.72624(N)    089 49 58.36857(W) AD(       ) 2
 FE1932  NGVD 29 (??/??/??)   82.770  (m)          271.55   (f) ADJUSTED    1 1
 FE1932
 FE1932.Superseded values are not recommended for survey control.
 FE1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1932.See file dsdata.txt to determine how the superseded data were derived.
 FE1932
 FE1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4407168089(NAD 83)
 FE1932_MARKER: DB = BENCH MARK DISK
 FE1932_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1932_SP_SET: 4 FEET
 FE1932_STAMPING: X 213 1976
 FE1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1932+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 FE1932
 FE1932  HISTORY     - Date     Condition        Report By
 FE1932  HISTORY     - 1976     MONUMENTED       NGS
 FE1932  HISTORY     - 1977     GOOD             NGS
 FE1932  HISTORY     - 20020727 GOOD             USACE
 FE1932
 FE1932                          STATION DESCRIPTION
 FE1932
 FE1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1932'7.4 MI SW FROM BARFIELD.
 FE1932'7.35 MILES SOUTHWEST ALONG THE LEVEE FROM THE JUNCTION OF STATE
 FE1932'HIGHWAY 18, 19 FEET EAST OF THE CENTER OF THE LEVEE, AND 2.2 FEET
 FE1932'SOUTH OF MILEPOST 64/65. A DISK ON THE TOP OF A COPPER COATED
 FE1932'STEEL ROD SET TO A DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE, AND
 FE1932'1 FOOT NORTH OF A WITNESS POST.
 FE1932
 FE1932                          STATION RECOVERY (1977)
 FE1932
 FE1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE1932'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF
 FE1932'BLYTHEVILLE, 7-1/2 MILES NORTHEAST OF LUXORA, 7 MILES
 FE1932'EAST-NORTHEAST OF BURDETTE AND ON TOP OF THE LEVEE.
 FE1932'
 FE1932'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 FE1932'INTERSTATE HIGHWAY 55, ABOUT 2 MILES SOUTH OF BLYTHEVILLE,
 FE1932'GO SOUTH ON U.S. HIGHWAY 61 FOR 7.2 MILES TO THE JUNCTION WITH
 FE1932'STATE HIGHWAY 120 ON THE LEFT.  TURN LEFT AND GO NORTHEAST
 FE1932'ON STATE HIGHWAY 120 FOR 7 MILES TO THE TOP OF THE LEVEE.
 FE1932'TURN LEFT, PASSING THROUGH THE GATE, AND GO NORTH ALONG THE
 FE1932'TOP OF THE LEVEE FOR 1.9 MILES TO A GATE.  PASS THROUGH GATE
 FE1932'AND CONTINUE NORTH ALONG THE TOP OF THE LEVEE FOR 0.35 MILE
 FE1932'TO BM X 213 ON THE LEFT.
 FE1932'
 FE1932'THE MARK, STAMPED---X 213 1976---, IS A STANDARD
 FE1932'BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD
 FE1932'THAT IS 2 INCHES BELOW THE GROUND SURFACE AND IS
 FE1932'SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS
 FE1932'18 FEET WEST-SOUTHWEST OF CENTER OF THE LEVEE ROAD, 2
 FE1932'FEET SOUTH OF CONCRETE MILEPOST 64/65 AND 1 FOOT
 FE1932'NORTH-NORTHWEST OF A METAL WITNESS POST.
 FE1932'
 FE1932'A TRAVERSE TIE WAS MADE TO STATION PROMISED.
 FE1932
 FE1932                          STATION RECOVERY (2002)
 FE1932
 FE1932'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1889 ***********************************************************************
 FE1889  DESIGNATION -  X 214
 FE1889  PID         -  FE1889
 FE1889  STATE/COUNTY-  AR/MISSISSIPPI
 FE1889  USGS QUAD   -  NODENA (1983)
 FE1889
 FE1889                         *CURRENT SURVEY CONTROL
 FE1889  ___________________________________________________________________
 FE1889* NAD 83(1997)-  35 32 52.05707(N)    089 57 07.29025(W)     ADJUSTED  
 FE1889* NAVD 88     -        78.485  (meters)     257.50   (feet)  ADJUSTED  
 FE1889  ___________________________________________________________________
 FE1889  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 FE1889  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1889  DYNAMIC HT  -          78.417 (meters)     257.27  (feet)  COMP
 FE1889  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 FE1889
 FE1889  HORZ ORDER  -  SECOND
 FE1889  VERT ORDER  -  FIRST     CLASS I
 FE1889
 FE1889.The horizontal coordinates were established by classical geodetic methods
 FE1889.and adjusted by the National Geodetic Survey in September 1999..
 FE1889
 FE1889.The orthometric height was determined by differential leveling
 FE1889.and adjusted by the National Geodetic Survey in June 1991..
 FE1889
 FE1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1889
 FE1889.The geoid height was determined by GEOID03.
 FE1889
 FE1889.The dynamic height is computed by dividing the NAVD 88
 FE1889.geopotential number by the normal gravity value computed on the
 FE1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1889.degrees latitude (g = 980.6199 gals.).
 FE1889
 FE1889.The modeled gravity was interpolated from observed gravity values.
 FE1889
 FE1889;                    North         East     Units Scale Factor Converg.
 FE1889;SPC AR N     -   136,664.961   585,676.141   MT  0.99993614   +1 11 30.2
 FE1889;SPC AR N     -   448,374.96  1,921,505.81   sFT  0.99993614   +1 11 30.2
 FE1889;SPC TN       -   141,977.482   241,759.114   MT  0.99996081   -2 18 49.2
 FE1889;SPC TN       -   465,804.46    793,171.36   sFT  0.99996081   -2 18 49.2
 FE1889;UTM  16      - 3,937,804.135   232,391.703   MT  1.00048260   -1 43 02.2
 FE1889;UTM  15      - 3,938,069.239   776,309.023   MT  1.00054094   +1 46 23.4
 FE1889
 FE1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1889!SPC AR N     -   0.99999199  x   0.99993614  =   0.99992813
 FE1889!SPC TN       -   0.99999199  x   0.99996081  =   0.99995280
 FE1889!UTM  16      -   0.99999199  x   1.00048260  =   1.00047459
 FE1889!UTM  15      -   0.99999199  x   1.00054094  =   1.00053293
 FE1889
 FE1889                          SUPERSEDED SURVEY CONTROL
 FE1889
 FE1889  NAD 83(1997)-  35 32 52.05726(N)    089 57 07.29005(W) AD(       ) 2
 FE1889  NAD 83(1986)-  35 32 52.06659(N)    089 57 07.28792(W) AD(       ) 2
 FE1889  NAD 27      -  35 32 51.77488(N)    089 57 06.97436(W) AD(       ) 2
 FE1889  NGVD 29 (??/??/??)   78.455  (m)          257.40   (f) ADJUSTED    1 1
 FE1889
 FE1889.Superseded values are not recommended for survey control.
 FE1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1889.See file dsdata.txt to determine how the superseded data were derived.
 FE1889
 FE1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3239237804(NAD 83)
 FE1889_MARKER: DB = BENCH MARK DISK
 FE1889_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1889_SP_SET: 4 FEET
 FE1889_STAMPING: X 214 1976
 FE1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1889+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 FE1889
 FE1889  HISTORY     - Date     Condition        Report By
 FE1889  HISTORY     - 1976     MONUMENTED       NGS
 FE1889  HISTORY     - 1979     GOOD             NGS
 FE1889  HISTORY     - 1987     GOOD             USPSQD
 FE1889  HISTORY     - 20020320 GOOD             USACE
 FE1889  HISTORY     - 20050512 GOOD             USACE
 FE1889
 FE1889                          STATION DESCRIPTION
 FE1889
 FE1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1889'5.3 MI NE FROM WILSON.
 FE1889'5.3 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1889'STREET AT WILSON, 0.1 MILE SOUTHWEST OF A SPUR LEVEE AND S SHARP
 FE1889'CURVE IN LEVEE, 21 FEET NORTH OF CENTER OF LEVEE, AND 2.0 FEET
 FE1889'EAST OF MILEPOST 98/99. A DISK ON THE TOP OF A COPPER COATED
 FE1889'STEEL ROD SET TO A DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE, AND
 FE1889'2 FEET WEST OF A WITNESS POST.
 FE1889
 FE1889                          STATION RECOVERY (1979)
 FE1889
 FE1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE1889'THE STATION IS LOCATED ABOUT 16.9 KM SOUTH OF OSCEOLA, 8.37 KM
 FE1889'EAST-SOUTHEAST OF WILSON AND ATOP THE WEST LEVEE OF THE
 FE1889'MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM MR.B.B. FAIR,
 FE1889'CHIEF ENGINEER, ST. FRANCIS LEVEE DISTRICT. P.O. BOX 308, WEST
 FE1889'MEMPHIS, AR. 72301.  TELEPHONE 501-735-1062.
 FE1889'
 FE1889'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO EAST FOR
 FE1889'0.16 KM (0.1 MI) TO U.S. HIGHWAY 61.  TURN LEFT AND GO NORTH ON
 FE1889'U.S. HIGHWAY 61 FOR 0.24 KM (0.2 MI) TO A CROSSROAD.  TURN RIGHT
 FE1889'AND GO EAST ON A PAVED ROAD FOR 1.29 KM (0.8 MI) TO THE END OF
 FE1889'PAVEMENT AND A GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY
 FE1889'ALONG THE WEST SIDE OF A LEVEE FOR 0.56 KM (0.35 MI) TO THE TOP
 FE1889'OF A LEVEE.  TURN LEFT, THROUGH A GATE AND ACROSS A CATTLEGUARD,
 FE1889'AND GO NORTHEASTERLY ATOP THE LEVEE FOR 8.45 KM (5.25 MI) TO
 FE1889'MILEPOST 98/99 AND THE STATION ON THE LEFT.
 FE1889'
 FE1889'THE STATION IS A STANDARD NGS BENCH MARK DISK
 FE1889'STAMPED---X 214 1976---,
 FE1889'CRIMPED ATOP A METAL ROD ENCASED IN A 4-INCH PVC PIPE SURROUNDED
 FE1889'BY CONCRETE FLUSH WITH THE GROUND.
 FE1889'IT IS LOCATED
 FE1889'5.5 METERS NORTHWEST FROM THE CENTER OF A LEVEE ROAD,
 FE1889'0.6 METER SOUTHEAST FROM MILEPOST 98/99 AND
 FE1889'0.3 METER SOUTHEAST FROM A METAL WITNESS POST.
 FE1889'
 FE1889'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 FE1889
 FE1889                          STATION RECOVERY (1987)
 FE1889
 FE1889'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1889'RECOVERED IN GOOD CONDITION.
 FE1889
 FE1889                          STATION RECOVERY (2002)
 FE1889
 FE1889'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1889'RECOVERED IN GOOD CONDITION.
 FE1889
 FE1889                          STATION RECOVERY (2005)
 FE1889
 FE1889'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE1889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1015 ***********************************************************************
 FF1015  DESIGNATION -  X 215
 FF1015  PID         -  FF1015
 FF1015  STATE/COUNTY-  AR/MISSISSIPPI
 FF1015  USGS QUAD   -  WILSON (1983)
 FF1015
 FF1015                         *CURRENT SURVEY CONTROL
 FF1015  ___________________________________________________________________
 FF1015* NAD 83(1986)-  35 30 15.     (N)    090 03 11.     (W)     SCALED    
 FF1015* NAVD 88     -        77.733  (meters)     255.03   (feet)  ADJUSTED  
 FF1015  ___________________________________________________________________
 FF1015  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FF1015  DYNAMIC HT  -          77.664 (meters)     254.80  (feet)  COMP
 FF1015  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 FF1015
 FF1015  VERT ORDER  -  FIRST     CLASS I
 FF1015
 FF1015.The horizontal coordinates were scaled from a topographic map and have
 FF1015.an estimated accuracy of +/- 6 seconds.
 FF1015
 FF1015.The orthometric height was determined by differential leveling
 FF1015.and adjusted by the National Geodetic Survey in June 1991..
 FF1015
 FF1015.The geoid height was determined by GEOID03.
 FF1015
 FF1015.The dynamic height is computed by dividing the NAVD 88
 FF1015.geopotential number by the normal gravity value computed on the
 FF1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1015.degrees latitude (g = 980.6199 gals.).
 FF1015
 FF1015.The modeled gravity was interpolated from observed gravity values.
 FF1015
 FF1015;                    North         East    Units  Estimated Accuracy
 FF1015;SPC AR N     -   131,640.      576,610.      MT  (+/- 180 meters Scaled)
 FF1015
 FF1015                          SUPERSEDED SURVEY CONTROL
 FF1015
 FF1015  NGVD 29 (??/??/??)   77.709  (m)          254.95   (f) ADJUSTED    1 1
 FF1015
 FF1015.Superseded values are not recommended for survey control.
 FF1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1015.See file dsdata.txt to determine how the superseded data were derived.
 FF1015
 FF1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV672329(NAD 83)
 FF1015_MARKER: DB = BENCH MARK DISK
 FF1015_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1015_SP_SET: METAL ROD WITH BASE PLATE
 FF1015_STAMPING: X 215 1976
 FF1015_MARK LOGO: NGS   
 FF1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1015+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FF1015
 FF1015  HISTORY     - Date     Condition        Report By
 FF1015  HISTORY     - 1976     MONUMENTED       NGS
 FF1015  HISTORY     - 20000901 GOOD             USE
 FF1015  HISTORY     - 20010109 POOR             LOCSUR
 FF1015
 FF1015                          STATION DESCRIPTION
 FF1015
 FF1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1015'4.0 MI SOUTH FROM WILSON.
 FF1015'4.0 MILES SOUTHWEST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FF1015'STREET AT WILSON, 21 FEET WEST OF THE CENTER OF LEVEE, AND 1.0
 FF1015'FOOT NORTHEAST OF MILEPOST 107/108. A DISK ON THE TOP OF A COPPER-
 FF1015'COATED STEEL ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.
 FF1015
 FF1015                          STATION RECOVERY (2000)
 FF1015
 FF1015'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1015'MARK WAS RECOVERED IN GOOD CONDITION.
 FF1015
 FF1015                          STATION RECOVERY (2001)
 FF1015
 FF1015'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (CFA)
 FF1015'THIS MARK WAS REPORTED NO GOOD FROM CHARLIE FOSTER AND ASSOCIATES.
 FF1015'THIS FIRM IS LOCATED IN TUSCALOOSA, ALABAMA.  THEY WERE DOING SOME
 FF1015'WORK FOR THE MEMPHIS DISTRICT US ARMY CORPS OF ENGINEERS WHEN THEY
 FF1015'FOUND THE MARK DESTROYED.  THEY SAID THE DISK WAS BROKEN FROM THE ROD.
 FF1015' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1089 ***********************************************************************
 FF1089  DESIGNATION -  X 216
 FF1089  PID         -  FF1089
 FF1089  STATE/COUNTY-  AR/CRITTENDEN
 FF1089  USGS QUAD   -  JERICHO (1993)
 FF1089
 FF1089                         *CURRENT SURVEY CONTROL
 FF1089  ___________________________________________________________________
 FF1089* NAD 83(1986)-  35 20 56.     (N)    090 08 47.     (W)     SCALED    
 FF1089* NAVD 88     -        75.165  (meters)     246.60   (feet)  ADJUSTED  
 FF1089  ___________________________________________________________________
 FF1089  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF1089  DYNAMIC HT  -          75.099 (meters)     246.39  (feet)  COMP
 FF1089  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FF1089
 FF1089  VERT ORDER  -  FIRST     CLASS I
 FF1089
 FF1089.The horizontal coordinates were scaled from a topographic map and have
 FF1089.an estimated accuracy of +/- 6 seconds.
 FF1089
 FF1089.The orthometric height was determined by differential leveling
 FF1089.and adjusted by the National Geodetic Survey in June 1991..
 FF1089
 FF1089.The geoid height was determined by GEOID03.
 FF1089
 FF1089.The dynamic height is computed by dividing the NAVD 88
 FF1089.geopotential number by the normal gravity value computed on the
 FF1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1089.degrees latitude (g = 980.6199 gals.).
 FF1089
 FF1089.The modeled gravity was interpolated from observed gravity values.
 FF1089
 FF1089;                    North         East    Units  Estimated Accuracy
 FF1089;SPC AR N     -   114,250.      568,470.      MT  (+/- 180 meters Scaled)
 FF1089
 FF1089                          SUPERSEDED SURVEY CONTROL
 FF1089
 FF1089  NGVD 29 (??/??/??)   75.150  (m)          246.55   (f) ADJUSTED    1 1
 FF1089
 FF1089.Superseded values are not recommended for survey control.
 FF1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1089.See file dsdata.txt to determine how the superseded data were derived.
 FF1089
 FF1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV593154(NAD 83)
 FF1089_MARKER: DB = BENCH MARK DISK
 FF1089_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1089+WITH SETTING: INTO GROUND
 FF1089_SP_SET: METAL ROD WITH BASE PLATE
 FF1089_STAMPING: X 216 1976
 FF1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1089+STABILITY: SURFACE MOTION
 FF1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1089+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 FF1089
 FF1089  HISTORY     - Date     Condition        Report By
 FF1089  HISTORY     - 1976     MONUMENTED       NGS
 FF1089  HISTORY     - 20050209 GOOD             USACE
 FF1089
 FF1089                          STATION DESCRIPTION
 FF1089
 FF1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1089'18.9 MI NORTH FROM WEST MEMPHIS.
 FF1089'18.9 MILES NORTH ALONG THE LEVEE FROM THE CROSSING INTERSTATE
 FF1089'HIGHWAY 55 AT WEST MEMPHIS, 20.0 MILES SOUTH ALONG THE LEVEE FROM
 FF1089'THE CROSSING OF UNION STREET AT WILSON, 22 FEET SOUTHWEST OF THE
 FF1089'CENTER OF LEVEE, AND 1 FOOT SOUTHEAST OF MILEPOST 130/131.
 FF1089'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1089'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTHWEST OF A WITNESS POST.
 FF1089
 FF1089                          STATION RECOVERY (2005)
 FF1089
 FF1089'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1038 ***********************************************************************
 FF1038  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1038  DESIGNATION -  X 217
 FF1038  PID         -  FF1038
 FF1038  STATE/COUNTY-  AR/CRITTENDEN
 FF1038  USGS QUAD   -  FLETCHER LAKE (1993)
 FF1038
 FF1038                         *CURRENT SURVEY CONTROL
 FF1038  ___________________________________________________________________
 FF1038* NAD 83(1997)-  35 05 17.61568(N)    090 11 29.23792(W)     ADJUSTED  
 FF1038* NAVD 88     -        72.36   (meters)     237.4    (feet)  GPS OBS   
 FF1038  ___________________________________________________________________
 FF1038  X           -     -17,458.885 (meters)                     COMP
 FF1038  Y           -  -5,224,814.250 (meters)                     COMP
 FF1038  Z           -   3,645,906.351 (meters)                     COMP
 FF1038  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FF1038  ELLIP HEIGHT-          45.10  (meters)          (01/24/03) GPS OBS
 FF1038  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF1038  DYNAMIC HT  -          72.29  (meters)     237.2   (feet)  COMP
 FF1038  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 FF1038
 FF1038  HORZ ORDER  -  FIRST
 FF1038  VERT ORDER  -  THIRD (See Below)
 FF1038  ELLP ORDER  -  SECOND    CLASS II
 FF1038
 FF1038.The horizontal coordinates were established by GPS observations
 FF1038.and adjusted by the National Geodetic Survey in January 2003..
 FF1038
 FF1038.The orthometric height was determined by GPS observations and a
 FF1038.high-resolution geoid model using precise GPS observation and
 FF1038.processing techniques. It supersedes the leveled height previously
 FF1038.determined for this station.
 FF1038.The vertical order pertains to the first NAVD 88 superseded value.
 FF1038
 FF1038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1038
 FF1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1038
 FF1038.The ellipsoidal height was determined by GPS observations
 FF1038.and is referenced to NAD 83.
 FF1038
 FF1038.The geoid height was determined by GEOID03.
 FF1038
 FF1038.The dynamic height is computed by dividing the NAVD 88
 FF1038.geopotential number by the normal gravity value computed on the
 FF1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1038.degrees latitude (g = 980.6199 gals.).
 FF1038
 FF1038.The modeled gravity was interpolated from observed gravity values.
 FF1038
 FF1038;                    North         East     Units Scale Factor Converg.
 FF1038;SPC AR N     -    85,263.717   564,907.660   MT  0.99997316   +1 03 08.6
 FF1038;SPC AR N     -   279,736.04  1,853,367.88   sFT  0.99997316   +1 03 08.6
 FF1038;UTM  15      - 3,886,436.183   756,044.048   MT  1.00040804   +1 36 55.2
 FF1038
 FF1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1038!SPC AR N     -   0.99999292  x   0.99997316  =   0.99996608
 FF1038!UTM  15      -   0.99999292  x   1.00040804  =   1.00040096
 FF1038
 FF1038                          SUPERSEDED SURVEY CONTROL
 FF1038
 FF1038  NAVD 88 (06/15/91)   72.373  (m)          237.44   (f) ADJUSTED    1 2
 FF1038  NGVD 29 (??/??/??)   72.362  (m)          237.41   (f) ADJUSTED    1 2
 FF1038
 FF1038.Superseded values are not recommended for survey control.
 FF1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1038.See file dsdata.txt to determine how the superseded data were derived.
 FF1038
 FF1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5604486436(NAD 83)
 FF1038_MARKER: DB = BENCH MARK DISK
 FF1038_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1038+WITH SETTING: INTO GROUND
 FF1038_SP_SET: METAL ROD WITH BASE PLATE
 FF1038_STAMPING: X 217 1976
 FF1038_MARK LOGO: NGS   
 FF1038_PROJECTION: PROJECTING 3 CENTIMETERS
 FF1038_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1038+STABILITY: SURFACE MOTION
 FF1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1038+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 FF1038_ROD/PIPE-DEPTH:  1.2 meters
 FF1038
 FF1038  HISTORY     - Date     Condition        Report By
 FF1038  HISTORY     - 1976     MONUMENTED       NGS
 FF1038  HISTORY     - 20001206 GOOD             NGS
 FF1038  HISTORY     - 20001206 GOOD             USACE
 FF1038  HISTORY     - 20011015 GOOD             3001
 FF1038  HISTORY     - 20030206 GOOD             USACE
 FF1038
 FF1038                          STATION DESCRIPTION
 FF1038
 FF1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1038'6.4 MI SOUTH FROM WEST MEMPHIS.
 FF1038'6.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1038'HIGHWAY 55 AT WEST MEMPHIS, 400 FEET NORTH OF A RAMP LEADING TO
 FF1038'THE TOP OF THE LEVEE, 18 FEET WEST OF THE CENTER LINE OF LEVEE,
 FF1038'AND 1 FOOT EAST OF MILEPOST 157/158.  A DISK ON THE TOP OF A COPPER-
 FF1038'COATED STEEL ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1
 FF1038'FEET NORTH OF A WITNESS POST.
 FF1038
 FF1038                          STATION RECOVERY (2000)
 FF1038
 FF1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 FF1038'RECOVERED IN GOOD CONDITION.
 FF1038
 FF1038                          STATION RECOVERY (2000)
 FF1038
 FF1038'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF1038'MARK RECOVERED IN GOOD CONDITION.
 FF1038
 FF1038                          STATION RECOVERY (2001)
 FF1038
 FF1038'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FF1038'THE STATION IS LOCATED NEAR WEST MEMPHIS, AR.  4 MILES SOUTH OF WEST
 FF1038'MEMPHIS, AR.  6.9
 FF1038'MILES EAST OF EDMONDSON, AR.  13.1 MILES NORTHEAST OF CHATFIELD, AR.
 FF1038' 
 FF1038'OWNERSHIP-  ST FRANCIS LEVEE DISTRICT
 FF1038' 
 FF1038'TO REACH THE STATION FROM THE INTERSECTION OF US 70 AND S. AVALON ST.
 FF1038'IN WEST MEMPHIS,
 FF1038'GO SOUTH ON S. AVALON ST. FOR 1.4 MILES TO THE INTERSECTION OF S.
 FF1038'AVALON ST AND DABBS AVE.
 FF1038'PROCEED EAST ON DABBS AVE FOR 0.2 MILES TO THE INTERSECTION OF DABBS
 FF1038'AVE AND PORT ROAD.
 FF1038'PROCEED SOUTH ON PORT ROAD FOR 1.55 MILES TO THE TOP OF LEVEE AND
 FF1038'LOCKED GATE ON RIGHT.
 FF1038'PROCEED SOUTH THROUGH GATE 1.08 MILES TO THE MARK ON THE RIGHT.
 FF1038' 
 FF1038'THE STATION IS A STANDARD NGS BENCH MARK DISK, FASTENED TO A METAL ROD
 FF1038'WITH BASE PLATE
 FF1038'BURRIED 4 FEET INTO GROUND.  MOUND IS PROJECTING 1 INCH ABOVE THE
 FF1038'GROUND WITH HEAVY
 FF1038'CATTLE TRAFFIC.  MONUMENT IS 400 FEET NORTH OF A RAMP LEADING TO THE
 FF1038'TOP OF LEVEE.  18
 FF1038'FEET WEST OF THE CENTERLINE OF THE LEVEE.  1 FOOT EAST OF LMP 157/158.
 FF1038'1 FOOT SOUTHEAST
 FF1038'OF  A CARSONITE WITNESS POST.
 FF1038' 
 FF1038' 
 FF1038'
 FF1038
 FF1038                          STATION RECOVERY (2003)
 FF1038
 FF1038'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1021 ***********************************************************************
 FF1021  DESIGNATION -  X 218
 FF1021  PID         -  FF1021
 FF1021  STATE/COUNTY-  AR/CRITTENDEN
 FF1021  USGS QUAD   -  EDMONDSON (1981)
 FF1021
 FF1021                         *CURRENT SURVEY CONTROL
 FF1021  ___________________________________________________________________
 FF1021* NAD 83(1986)-  35 03 00.     (N)    090 15 55.     (W)     SCALED    
 FF1021* NAVD 88     -        67.148  (meters)     220.30   (feet)  ADJUSTED  
 FF1021  ___________________________________________________________________
 FF1021  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FF1021  DYNAMIC HT  -          67.087 (meters)     220.10  (feet)  COMP
 FF1021  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 FF1021
 FF1021  VERT ORDER  -  FIRST     CLASS II
 FF1021
 FF1021.The horizontal coordinates were scaled from a topographic map and have
 FF1021.an estimated accuracy of +/- 6 seconds.
 FF1021
 FF1021.The orthometric height was determined by differential leveling
 FF1021.and adjusted by the National Geodetic Survey in June 1991..
 FF1021
 FF1021.The geoid height was determined by GEOID03.
 FF1021
 FF1021.The dynamic height is computed by dividing the NAVD 88
 FF1021.geopotential number by the normal gravity value computed on the
 FF1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1021.degrees latitude (g = 980.6199 gals.).
 FF1021
 FF1021.The modeled gravity was interpolated from observed gravity values.
 FF1021
 FF1021;                    North         East    Units  Estimated Accuracy
 FF1021;SPC AR N     -    80,900.      558,250.      MT  (+/- 180 meters Scaled)
 FF1021
 FF1021                          SUPERSEDED SURVEY CONTROL
 FF1021
 FF1021  NGVD 29 (??/??/??)   67.145  (m)          220.29   (f) ADJUSTED    1 2
 FF1021
 FF1021.Superseded values are not recommended for survey control.
 FF1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1021.See file dsdata.txt to determine how the superseded data were derived.
 FF1021
 FF1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU494820(NAD 83)
 FF1021_MARKER: DB = BENCH MARK DISK
 FF1021_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1021+WITH SETTING: INTO GROUND
 FF1021_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 FF1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1021+STABILITY: SURFACE MOTION
 FF1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1021+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF1021
 FF1021  HISTORY     - Date     Condition        Report By
 FF1021  HISTORY     - 1976     MONUMENTED       NGS
 FF1021  HISTORY     - 20030326 GOOD             USACE
 FF1021
 FF1021                          STATION DESCRIPTION
 FF1021
 FF1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1021'12.3 MI SOUTH FROM WEST MEMPHIS.
 FF1021'12.3 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1021'HIGHWAY 55 AT WEST MEMPHIS, 70 FEET SOUTH OF MILEPOST 163/164,
 FF1021'89 FEET SOUTH OF THE CENTER OF A GATE ON TOP OF THE LEVEE, 84
 FF1021'FEET NORTH OF A FENCE AT TOE OF LEVEE, 24.5 FEET WEST OF A FENCE
 FF1021'PARALLEL TO A GRAVEL ROAD CROSSING LEVEE, AND THE MARK IS SET AT
 FF1021'THE TOE OF THE LEVEE.  A DISK ON THE TOP OF A COPPER-COATED STEEL
 FF1021'ROD SET TO A DEPTH OF 36 FEET.  3R FEET BELOW THE LEVEE.  3 FEET
 FF1021'WEST OF A WITNESS POST.
 FF1021
 FF1021                          STATION RECOVERY (2003)
 FF1021
 FF1021'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1021'MARK IS 70 FT NORTH OF LEVEE MILE POST 163 164, 24.5 FT EAST OF FENCE
 FF1021'AND CARSONITE WITNESS POST. MARK IS A STAINLESS STEEL ROD, NOT A DISK
 FF1021'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0972 ***********************************************************************
 EH0972  DESIGNATION -  X 219
 EH0972  PID         -  EH0972
 EH0972  STATE/COUNTY-  AR/LEE
 EH0972  USGS QUAD   -  BRICKEYS (1984)
 EH0972
 EH0972                         *CURRENT SURVEY CONTROL
 EH0972  ___________________________________________________________________
 EH0972* NAD 83(1997)-  34 48 10.67487(N)    090 32 05.59734(W)     ADJUSTED  
 EH0972* NAVD 88     -        64.942  (meters)     213.06   (feet)  ADJUSTED  
 EH0972  ___________________________________________________________________
 EH0972  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 EH0972  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0972  DYNAMIC HT  -          64.881 (meters)     212.86  (feet)  COMP
 EH0972  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 EH0972
 EH0972  HORZ ORDER  -  SECOND
 EH0972  VERT ORDER  -  FIRST     CLASS II
 EH0972
 EH0972.The horizontal coordinates were established by classical geodetic methods
 EH0972.and adjusted by the National Geodetic Survey in September 1999..
 EH0972
 EH0972.The orthometric height was determined by differential leveling
 EH0972.and adjusted by the National Geodetic Survey in June 1991..
 EH0972
 EH0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0972
 EH0972.The geoid height was determined by GEOID03.
 EH0972
 EH0972.The dynamic height is computed by dividing the NAVD 88
 EH0972.geopotential number by the normal gravity value computed on the
 EH0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0972.degrees latitude (g = 980.6199 gals.).
 EH0972
 EH0972.The modeled gravity was interpolated from observed gravity values.
 EH0972
 EH0972;                    North         East     Units Scale Factor Converg.
 EH0972;SPC AR S     -   637,910.112   534,063.728   MT  1.00000830   +0 49 12.0
 EH0972;SPC AR S     - 2,092,876.76  1,752,174.08   sFT  1.00000830   +0 49 12.0
 EH0972;SPC MS W     -   588,033.944   681,557.342   MT  0.99995419   -0 06 54.1
 EH0972;SPC MS W     - 1,929,241.36  2,236,076.05   sFT  0.99995419   -0 06 54.1
 EH0972;UTM  15      - 3,853,962.856   725,507.864   MT  1.00022682   +1 24 27.3
 EH0972
 EH0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0972!SPC AR S     -   0.99999404  x   1.00000830  =   1.00000234
 EH0972!SPC MS W     -   0.99999404  x   0.99995419  =   0.99994823
 EH0972!UTM  15      -   0.99999404  x   1.00022682  =   1.00022086
 EH0972
 EH0972                          SUPERSEDED SURVEY CONTROL
 EH0972
 EH0972  NAD 83(1997)-  34 48 10.67503(N)    090 32 05.59757(W) AD(       ) 2
 EH0972  NAD 83(1997)-  34 48 10.67564(N)    090 32 05.59707(W) AD(       ) 2
 EH0972  NAD 83(1986)-  34 48 10.68211(N)    090 32 05.59771(W) AD(       ) 2
 EH0972  NAD 27      -  34 48 10.33170(N)    090 32 05.22099(W) AD(       ) 2
 EH0972  NGVD 29 (??/??/??)   64.965  (m)          213.14   (f) ADJUSTED    1 2
 EH0972
 EH0972.Superseded values are not recommended for survey control.
 EH0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0972.See file dsdata.txt to determine how the superseded data were derived.
 EH0972
 EH0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2550853963(NAD 83)
 EH0972_MARKER: DB = BENCH MARK DISK
 EH0972_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0972+WITH SETTING: INTO GROUND
 EH0972_STAMPING: X 219 1976
 EH0972_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0972+STABILITY: SURFACE MOTION
 EH0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0972+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0972
 EH0972  HISTORY     - Date     Condition        Report By
 EH0972  HISTORY     - 1976     MONUMENTED       NGS
 EH0972  HISTORY     - 1980     GOOD             NGS
 EH0972  HISTORY     - 20030318 GOOD             USACE
 EH0972
 EH0972                          STATION DESCRIPTION
 EH0972
 EH0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0972'3.1 MI NE FROM WHITEHALL.
 EH0972'3.1 MILES NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD
 EH0972'AT WHITEHALL, 21 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 2
 EH0972'FEET NORTHEAST OF MILEPOST 202/203.  A DISK ON TOP OF A COPPER-COATED
 EH0972'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.
 EH0972'2 FEET BELOW LEVEE 1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0972
 EH0972                          STATION RECOVERY (1980)
 EH0972
 EH0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH0972'THE STATION IS LOCATED ABOUT 32.2 KILOMETERS (20 MI)
 EH0972'NORTH OF HELENA, 22.5 KILOMETERS (14 MI) EAST-NORTHEAST OF
 EH0972'MARIANNA, AND 18.5 KILOMETERS (11-1/2 MI)
 EH0972'SOUTH-SOUTHWEST OF HUGHES.  PERMISSION TO USE THE STATION
 EH0972'WAS OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 EH0972'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS, AR 72301.
 EH0972'TELEPHONE NUMBER 501-735-1062.
 EH0972'
 EH0972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 EH0972'AND STATE HIGHWAY 131, ABOUT 0.7 MILE (1.1 KM) SOUTHWEST
 EH0972'OF BRICKEYS, GO SOUTHEASTERLY ON STATE HIGHWAY 131 FOR
 EH0972'5.85 MILES (9.4 KM) TO A CROSSROAD AND A SMALL STORE
 EH0972'IN THE SOUTHEAST ANGLE.  TURN RIGHT AND GO SOUTHERLY ON A
 EH0972'DIRT ROAD FOR 2.05 MILES (3.3 KM) TO A CATTLE GUARD.
 EH0972'CONTINUE AHEAD FOR 0.05 MILE (0.1 KM) TO A FORK.  TAKE THE
 EH0972'LEFT FORK AND GO EASTERLY ON THE LEVEE ROAD FOR
 EH0972'0.15 MILE (0.2 KM) TO THE STATION ON THE LEFT.
 EH0972'
 EH0972'THE STATION IS A STANDARD NGS BENCH MARK DISK
 EH0972'STAMPED---X 219 1976---,
 EH0972'CRIMPED TO THE TOP OF A ROD ENCASED IN A 4-INCH PVC PIPE
 EH0972'WITH CAP.
 EH0972'IT IS LOCATED
 EH0972'7.25 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 EH0972'0.5 METER NORTH FROM MILE POST NUMBER 202/203, AND
 EH0972'0.25 METER SOUTH FROM A METAL WITNESS POST.
 EH0972'
 EH0972'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH0972
 EH0972                          STATION RECOVERY (2003)
 EH0972
 EH0972'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0801 ***********************************************************************
 DL0801  DESIGNATION -  X 22
 DL0801  PID         -  DL0801
 DL0801  STATE/COUNTY-  AR/MILLER
 DL0801  USGS QUAD   -  MANDEVILLE (1975)
 DL0801
 DL0801                         *CURRENT SURVEY CONTROL
 DL0801  ___________________________________________________________________
 DL0801* NAD 83(1986)-  33 24 12.     (N)    093 58 55.     (W)     SCALED    
 DL0801* NAVD 88     -       106.954  (meters)     350.90   (feet)  ADJUSTED  
 DL0801  ___________________________________________________________________
 DL0801  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL0801  DYNAMIC HT  -         106.840 (meters)     350.52  (feet)  COMP
 DL0801  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DL0801
 DL0801  VERT ORDER  -  FIRST     CLASS II
 DL0801
 DL0801.The horizontal coordinates were scaled from a topographic map and have
 DL0801.an estimated accuracy of +/- 6 seconds.
 DL0801
 DL0801.The orthometric height was determined by differential leveling
 DL0801.and adjusted by the National Geodetic Survey in June 1991..
 DL0801
 DL0801.The geoid height was determined by GEOID03.
 DL0801
 DL0801.The dynamic height is computed by dividing the NAVD 88
 DL0801.geopotential number by the normal gravity value computed on the
 DL0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0801.degrees latitude (g = 980.6199 gals.).
 DL0801
 DL0801.The modeled gravity was interpolated from observed gravity values.
 DL0801
 DL0801;                    North         East    Units  Estimated Accuracy
 DL0801;SPC AR S     -   483,490.      215,640.      MT  (+/- 180 meters Scaled)
 DL0801
 DL0801                          SUPERSEDED SURVEY CONTROL
 DL0801
 DL0801  NGVD 29 (??/??/92)  106.980  (m)          350.98   (f) ADJ UNCH    1 2
 DL0801
 DL0801.Superseded values are not recommended for survey control.
 DL0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0801.See file dsdata.txt to determine how the superseded data were derived.
 DL0801
 DL0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS086964(NAD 83)
 DL0801_MARKER: DB = BENCH MARK DISK
 DL0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0801_SP_SET: CULVERT
 DL0801_STAMPING: 350.984 X 22 1932
 DL0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0801+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 DL0801
 DL0801  HISTORY     - Date     Condition        Report By
 DL0801  HISTORY     - 1932     MONUMENTED       CGS
 DL0801  HISTORY     - 1963     GOOD             NGS
 DL0801  HISTORY     - 1985     MARK NOT FOUND   NGS
 DL0801  HISTORY     - 20040727 GOOD             ARHD
 DL0801
 DL0801                          STATION DESCRIPTION
 DL0801
 DL0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0801'4.5 MI W FROM GENOA.
 DL0801'4.5 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM GENOA,
 DL0801'MILLER COUNTY, ABOUT 18-1/2 POLES NORTHWEST OF MILEPOST 414, 15 FEET
 DL0801'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND IN THE
 DL0801'SOUTHEAST CORNER OF THE NORTHEAST HEAD WALL OF A CONCRETE CULVERT.  A
 DL0801'STANDARD DISK, STAMPED 350.984 X 22 1932.
 DL0801
 DL0801                          STATION RECOVERY (1985)
 DL0801
 DL0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL0801'MARK NOT FOUND.
 DL0801
 DL0801                          STATION RECOVERY (2004)
 DL0801
 DL0801'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 DL0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0727 ***********************************************************************
 EH0727  DESIGNATION -  X 220
 EH0727  PID         -  EH0727
 EH0727  STATE/COUNTY-  AR/PHILLIPS
 EH0727  USGS QUAD   -  ELAINE (1982)
 EH0727
 EH0727                         *CURRENT SURVEY CONTROL
 EH0727  ___________________________________________________________________
 EH0727* NAD 83(1986)-  34 17 56.     (N)    090 47 50.     (W)     SCALED    
 EH0727* NAVD 88     -        58.771  (meters)     192.82   (feet)  ADJUSTED  
 EH0727  ___________________________________________________________________
 EH0727  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0727  DYNAMIC HT  -          58.713 (meters)     192.63  (feet)  COMP
 EH0727  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 EH0727
 EH0727  VERT ORDER  -  FIRST     CLASS II
 EH0727
 EH0727.The horizontal coordinates were scaled from a topographic map and have
 EH0727.an estimated accuracy of +/- 6 seconds.
 EH0727
 EH0727.The orthometric height was determined by differential leveling
 EH0727.and adjusted by the National Geodetic Survey in June 1991..
 EH0727
 EH0727.The geoid height was determined by GEOID03.
 EH0727
 EH0727.The dynamic height is computed by dividing the NAVD 88
 EH0727.geopotential number by the normal gravity value computed on the
 EH0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0727.degrees latitude (g = 980.6199 gals.).
 EH0727
 EH0727.The modeled gravity was interpolated from observed gravity values.
 EH0727
 EH0727;                    North         East    Units  Estimated Accuracy
 EH0727;SPC AR S     -   581,690.      510,720.      MT  (+/- 180 meters Scaled)
 EH0727
 EH0727                          SUPERSEDED SURVEY CONTROL
 EH0727
 EH0727  NGVD 29 (??/??/??)   58.833  (m)          193.02   (f) ADJUSTED    1 2
 EH0727
 EH0727.Superseded values are not recommended for survey control.
 EH0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0727.See file dsdata.txt to determine how the superseded data were derived.
 EH0727
 EH0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT027974(NAD 83)
 EH0727_MARKER: DB = BENCH MARK DISK
 EH0727_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0727+WITH SETTING: INTO GROUND
 EH0727_STAMPING: X 220 1976
 EH0727_MARK LOGO: NGS   
 EH0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0727+STABILITY: SURFACE MOTION
 EH0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0727+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0727
 EH0727  HISTORY     - Date     Condition        Report By
 EH0727  HISTORY     - 1976     MONUMENTED       NGS
 EH0727  HISTORY     - 1985     GOOD             NGS
 EH0727  HISTORY     - 20030331 GOOD             USACE
 EH0727
 EH0727                          STATION DESCRIPTION
 EH0727
 EH0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0727'13.1 MI N FROM MELLWOOD.
 EH0727'13.1 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0727'MELLWOOD, 17 FEET SOUTHEAST OF A POWER POLE AT BASE OF LEVEE
 EH0727'SUPPORTING POWER LINE CROSSING THE LEVEE, 18 FEET NORTH OF THE CENTER
 EH0727'LINE OF THE LEVEE, AND 1 FOOT WEST OF MILEPOST 27/28.  A DISK ON TOP
 EH0727'OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0727'PROJECTING +2 INCHES.  1 FOOT BELOW LEVEE 1 FOOT EAST OF A WITNESS
 EH0727'POST.
 EH0727
 EH0727                          STATION RECOVERY (1985)
 EH0727
 EH0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0727'RECOVERED IN GOOD CONDITION.
 EH0727
 EH0727                          STATION RECOVERY (2003)
 EH0727
 EH0727'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0717 ***********************************************************************
 EH0717  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0717  DESIGNATION -  X 221
 EH0717  PID         -  EH0717
 EH0717  STATE/COUNTY-  AR/PHILLIPS
 EH0717  USGS QUAD   -  LAKEVIEW (1982)
 EH0717
 EH0717                         *CURRENT SURVEY CONTROL
 EH0717  ___________________________________________________________________
 EH0717* NAD 83(1997)-  34 22 51.94548(N)    090 45 13.59237(W)     ADJUSTED  
 EH0717* NAVD 88     -        54.50   (meters)     178.8    (feet)  GPS OBS   
 EH0717  ___________________________________________________________________
 EH0717  X           -     -69,323.180 (meters)                     COMP
 EH0717  Y           -  -5,269,069.729 (meters)                     COMP
 EH0717  Z           -   3,581,429.490 (meters)                     COMP
 EH0717  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 EH0717  ELLIP HEIGHT-          27.58  (meters)          (01/24/03) GPS OBS
 EH0717  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0717  DYNAMIC HT  -          54.44  (meters)     178.6   (feet)  COMP
 EH0717  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 EH0717
 EH0717  HORZ ORDER  -  FIRST
 EH0717  VERT ORDER  -  THIRD (See Below)
 EH0717  ELLP ORDER  -  SECOND    CLASS II
 EH0717
 EH0717.The horizontal coordinates were established by GPS observations
 EH0717.and adjusted by the National Geodetic Survey in January 2003..
 EH0717
 EH0717.The orthometric height was determined by GPS observations and a
 EH0717.high-resolution geoid model using precise GPS observation and
 EH0717.processing techniques. It supersedes the leveled height previously
 EH0717.determined for this station.
 EH0717.WARNING-Repeat measurements at this control monument indicate possible
 EH0717.vertical movement.
 EH0717.The vertical order pertains to the first NAVD 88 superseded value.
 EH0717
 EH0717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0717
 EH0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0717
 EH0717.The ellipsoidal height was determined by GPS observations
 EH0717.and is referenced to NAD 83.
 EH0717
 EH0717.The geoid height was determined by GEOID03.
 EH0717
 EH0717.The dynamic height is computed by dividing the NAVD 88
 EH0717.geopotential number by the normal gravity value computed on the
 EH0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0717.degrees latitude (g = 980.6199 gals.).
 EH0717
 EH0717.The modeled gravity was interpolated from observed gravity values.
 EH0717
 EH0717;                    North         East     Units Scale Factor Converg.
 EH0717;SPC AR S     -   590,850.559   514,605.389   MT  0.99993672   +0 41 51.0
 EH0717;SPC AR S     - 1,938,482.21  1,688,334.51   sFT  0.99993672   +0 41 51.0
 EH0717;UTM  15      - 3,806,699.181   706,522.337   MT  1.00012576   +1 16 08.0
 EH0717
 EH0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0717!SPC AR S     -   0.99999567  x   0.99993672  =   0.99993239
 EH0717!UTM  15      -   0.99999567  x   1.00012576  =   1.00012143
 EH0717
 EH0717                          SUPERSEDED SURVEY CONTROL
 EH0717
 EH0717  NAVD 88 (06/15/91)   54.512  (m)          178.84   (f) ADJUSTED    1 2
 EH0717  NGVD 29 (??/??/??)   54.558  (m)          179.00   (f) ADJUSTED    1 2
 EH0717
 EH0717.Superseded values are not recommended for survey control.
 EH0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0717.See file dsdata.txt to determine how the superseded data were derived.
 EH0717
 EH0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0652206699(NAD 83)
 EH0717_MARKER: DB = BENCH MARK DISK
 EH0717_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0717_SP_SET: 30 FT.
 EH0717_STAMPING: BM X 221
 EH0717_MARK LOGO: NGS   
 EH0717_PROJECTION: RECESSED 8 CENTIMETERS
 EH0717_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH0717+STABILITY: POSITION/ELEVATION WELL
 EH0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0717+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 EH0717_ROD/PIPE-DEPTH:  9.1 meters
 EH0717
 EH0717  HISTORY     - Date     Condition        Report By
 EH0717  HISTORY     - 1976     MONUMENTED       NGS
 EH0717  HISTORY     - 1976     GOOD             NGS
 EH0717  HISTORY     - 1985     GOOD             NGS
 EH0717  HISTORY     - 20001010 GOOD             USE
 EH0717  HISTORY     - 20011017 GOOD             3001
 EH0717
 EH0717                          STATION DESCRIPTION
 EH0717
 EH0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0717'18.5 MI SW FROM HELENA.
 EH0717'18.5 MILES SOUTHWEST ALONG THE LEVEE FROM THE EAST END OF PERRY STREET
 EH0717'AT HELENA, 0.55 MILE SOUTHWEST OF A CATTLE GUARD ON THE LEVEE, 175
 EH0717'FEET SOUTHEAST OF A FENCE AT THE TOE OF THE LEVEE, 145 FEET NORTHWEST
 EH0717'OF THE CENTER LINE OF THE LEVEE, AND 134 FEET NORTHWEST OF MILEPOST
 EH0717'20/21.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 30
 EH0717'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  40 FEET BELOW LEVEE. 2
 EH0717'FEET SOUTHWEST OF A WITNESS POST.
 EH0717
 EH0717                          STATION RECOVERY (1985)
 EH0717
 EH0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0717'RECOVERED IN GOOD CONDITION.  NOTE, ADD, BENCH MARK APPEARS TO BE A
 EH0717'COPPER CLAD STEEL ROD WITH DATUM POINT, ENCASED IN A 1-INCH PVC SLEEVE
 EH0717'OF UNDETERMINED LENGTH, INSIDE A 4-INCH PVC PIPE WITH CEMENT
 EH0717'ENCIRCLING THE PIPE, ON TOP OF THE CEMENT IS A 1-INCH BRASS CGS WASHER
 EH0717'STAMPED X 221 EMBEDDED IN THE CEMENT.  NO DATE IS STAMPED ON THE
 EH0717'WASHER.
 EH0717
 EH0717                          STATION RECOVERY (2000)
 EH0717
 EH0717'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0717'RECOVERED IN GOOD CONDITION.
 EH0717
 EH0717                          STATION RECOVERY (2001)
 EH0717
 EH0717'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH0717'THE STATION IS LOCATED IN OLD TOWN BERD, AR.  4.2 MILES EAST OF
 EH0717'WABASH, 14 MILES
 EH0717'SOUTH-SOUTHWEST OF HELENA, AR.  6.1 MILES SOUTH-SOUTHEAST OF ONEIDA,
 EH0717'AR, ON THE LAND
 EH0717'SIDE TOE OF THE MISSISSIPPI RIVER LEVEE.
 EH0717' 
 EH0717'TO REACH THE STATION FROM THE INTERSECTION OF HWY 49 AND HWY 20
 EH0717'SOUTHWEST OF HELENA,
 EH0717'GO SOUTH ON HWY 20 FOR 14.1 MILES TO A CURVE IN ROAD AND A GRAVEL ROAD
 EH0717'ON LEFT (LEADING
 EH0717'TO LEVEE) TURN LEFT ON GRAVEL ROAD PROCEED UP TO TOP OF LEVEE, TURN
 EH0717'LEFT AND GO 0.25
 EH0717'MILES TO MILE POST 20/21 AND STATION AT TOE OF LEVEE.
 EH0717' 
 EH0717'THE STATION IS COPPER COATED STEEL ROD IN  A 4 INCH PVC DRIVEN TO A
 EH0717'DEPTH OF 30 FEET.
 EH0717'STATION IS 176 FEET SOUTHEAST OF A FENCE AT THE TOE OF LEVEE, 144 FEET
 EH0717'NORTHWEST OF MILE
 EH0717'POST 20/21.
 EH0717'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0996 ***********************************************************************
 EH0996  DESIGNATION -  X 222
 EH0996  PID         -  EH0996
 EH0996  STATE/COUNTY-  AR/PHILLIPS
 EH0996  USGS QUAD   -  LA GRANGE (1982)
 EH0996
 EH0996                         *CURRENT SURVEY CONTROL
 EH0996  ___________________________________________________________________
 EH0996* NAD 83(1986)-  34 38 09.     (N)    090 38 05.     (W)     SCALED    
 EH0996* NAVD 88     -        61.052  (meters)     200.30   (feet)  ADJUSTED  
 EH0996  ___________________________________________________________________
 EH0996  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0996  DYNAMIC HT  -          60.993 (meters)     200.11  (feet)  COMP
 EH0996  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 EH0996
 EH0996  VERT ORDER  -  FIRST     CLASS II
 EH0996
 EH0996.The horizontal coordinates were scaled from a topographic map and have
 EH0996.an estimated accuracy of +/- 6 seconds.
 EH0996
 EH0996.The orthometric height was determined by differential leveling
 EH0996.and adjusted by the National Geodetic Survey in June 1991..
 EH0996
 EH0996.The geoid height was determined by GEOID03.
 EH0996
 EH0996.The dynamic height is computed by dividing the NAVD 88
 EH0996.geopotential number by the normal gravity value computed on the
 EH0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0996.degrees latitude (g = 980.6199 gals.).
 EH0996
 EH0996.The modeled gravity was interpolated from observed gravity values.
 EH0996
 EH0996;                    North         East    Units  Estimated Accuracy
 EH0996;SPC AR S     -   619,250.      525,180.      MT  (+/- 180 meters Scaled)
 EH0996
 EH0996                          SUPERSEDED SURVEY CONTROL
 EH0996
 EH0996  NGVD 29 (??/??/??)   61.084  (m)          200.41   (f) ADJUSTED    1 2
 EH0996
 EH0996.Superseded values are not recommended for survey control.
 EH0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0996.See file dsdata.txt to determine how the superseded data were derived.
 EH0996
 EH0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU168352(NAD 83)
 EH0996_MARKER: DB = BENCH MARK DISK
 EH0996_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0996+WITH SETTING: INTO GROUND
 EH0996_STAMPING: X 222 1976
 EH0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0996+STABILITY: SURFACE MOTION
 EH0996
 EH0996  HISTORY     - Date     Condition        Report By
 EH0996  HISTORY     - 1976     MONUMENTED       NGS
 EH0996  HISTORY     - 20030422 MARK NOT FOUND   USACE
 EH0996
 EH0996                          STATION DESCRIPTION
 EH0996
 EH0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0996'9.15 MI N FROM HELENA.
 EH0996'1.65 MILES NORTH ALONG THE LEVEE FROM THE EAST END OF PERRY STREET AT
 EH0996'HELENA, THENCE 7.5 MILES NORTH ALONG RIVER ROAD, ACROSS THE ROAD FROM
 EH0996'THE NORTH END OF AN OLD GRAVEL PIT, 72 FEET NORTHEAST OF THE CENTER
 EH0996'LINE OF THE ROAD, AND 15 FEET SOUTHEAST OF A LARGE OAK TREE AT THE
 EH0996'CENTER OF A SMALL CLEARING.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH0996'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  1
 EH0996'FOOT ABOVE ROAD 1 FOOT NORTHEAST OF A WITNESS POST.
 EH0996
 EH0996                          STATION RECOVERY (2003)
 EH0996
 EH0996'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0850 ***********************************************************************
 DK0850  DESIGNATION -  X 223
 DK0850  PID         -  DK0850
 DK0850  STATE/COUNTY-  AR/DESHA
 DK0850  USGS QUAD   -  WATSON (1969)
 DK0850
 DK0850                         *CURRENT SURVEY CONTROL
 DK0850  ___________________________________________________________________
 DK0850* NAD 83(1986)-  33 54 43.     (N)    091 16 45.     (W)     SCALED    
 DK0850* NAVD 88     -        46.654  (meters)     153.06   (feet)  ADJUSTED  
 DK0850  ___________________________________________________________________
 DK0850  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DK0850  DYNAMIC HT  -          46.608 (meters)     152.91  (feet)  COMP
 DK0850  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 DK0850
 DK0850  VERT ORDER  -  FIRST     CLASS II
 DK0850
 DK0850.The horizontal coordinates were scaled from a topographic map and have
 DK0850.an estimated accuracy of +/- 6 seconds.
 DK0850
 DK0850.The orthometric height was determined by differential leveling
 DK0850.and adjusted by the National Geodetic Survey in June 1991..
 DK0850
 DK0850.The geoid height was determined by GEOID03.
 DK0850
 DK0850.The dynamic height is computed by dividing the NAVD 88
 DK0850.geopotential number by the normal gravity value computed on the
 DK0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0850.degrees latitude (g = 980.6199 gals.).
 DK0850
 DK0850.The modeled gravity was interpolated from observed gravity values.
 DK0850
 DK0850;                    North         East    Units  Estimated Accuracy
 DK0850;SPC AR S     -   538,350.      466,660.      MT  (+/- 180 meters Scaled)
 DK0850
 DK0850                          SUPERSEDED SURVEY CONTROL
 DK0850
 DK0850  NGVD 29 (??/??/??)   46.720  (m)          153.28   (f) ADJUSTED    1 2
 DK0850
 DK0850.Superseded values are not recommended for survey control.
 DK0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0850.See file dsdata.txt to determine how the superseded data were derived.
 DK0850
 DK0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT590537(NAD 83)
 DK0850_MARKER: DB = BENCH MARK DISK
 DK0850_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0850_SP_SET: 104 FEET
 DK0850_STAMPING: X 223 1976
 DK0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0850+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DK0850
 DK0850  HISTORY     - Date     Condition        Report By
 DK0850  HISTORY     - 1976     MONUMENTED       NGS
 DK0850  HISTORY     - 20020607 GOOD             USACE
 DK0850
 DK0850                          STATION DESCRIPTION
 DK0850
 DK0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0850'2.3 MI NW FROM WATSON.
 DK0850'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 DK0850'MISSOURI PACIFIC RAILROAD IN WATSON, 94 FEET SOUTHWEST OF THE
 DK0850'SOUTHWEST CORNER OF A CHURCH, 43 FEET NORTH OF THE CENTERLINE OF
 DK0850'HIGHWAY, 38 FEET WEST OF THE CENTERLINE OF DRIVEWAY LEADING TO THE
 DK0850'CHURCH, AND 2 FEET NORTHWEST OF A POWERLINE POLE.  A DISK ON TOP OF A
 DK0850'COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET ENCASED IN A PIPE
 DK0850'PROJECTING +0 INCHES.  ABOUT LEVEL WITH ROAD 7 FEET EAST OF A WITNESS
 DK0850'POST.
 DK0850
 DK0850                          STATION RECOVERY (2002)
 DK0850
 DK0850'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 DK0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1490 ***********************************************************************
 EH1490  DESIGNATION -  X 224
 EH1490  PID         -  EH1490
 EH1490  STATE/COUNTY-  AR/PHILLIPS
 EH1490  USGS QUAD   -  WATKINS CORNER (1982)
 EH1490
 EH1490                         *CURRENT SURVEY CONTROL
 EH1490  ___________________________________________________________________
 EH1490* NAD 83(1986)-  34 28 08.     (N)    090 59 40.     (W)     SCALED    
 EH1490* NAVD 88     -        51.788  (meters)     169.91   (feet)  ADJUSTED  
 EH1490  ___________________________________________________________________
 EH1490  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH1490  DYNAMIC HT  -          51.738 (meters)     169.74  (feet)  COMP
 EH1490  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 EH1490
 EH1490  VERT ORDER  -  FIRST     CLASS II
 EH1490
 EH1490.The horizontal coordinates were scaled from a topographic map and have
 EH1490.an estimated accuracy of +/- 6 seconds.
 EH1490
 EH1490.The orthometric height was determined by differential leveling
 EH1490.and adjusted by the National Geodetic Survey in August 1993..
 EH1490
 EH1490.The geoid height was determined by GEOID03.
 EH1490
 EH1490.The dynamic height is computed by dividing the NAVD 88
 EH1490.geopotential number by the normal gravity value computed on the
 EH1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1490.degrees latitude (g = 980.6199 gals.).
 EH1490
 EH1490.The modeled gravity was interpolated from observed gravity values.
 EH1490
 EH1490;                    North         East    Units  Estimated Accuracy
 EH1490;SPC AR S     -   600,350.      492,380.      MT  (+/- 180 meters Scaled)
 EH1490
 EH1490                          SUPERSEDED SURVEY CONTROL
 EH1490
 EH1490  NAVD 88 (06/15/91)   51.778  (m)          169.88   (f) UNKNOWN     1 2
 EH1490  NGVD 29 (??/??/??)   51.819  (m)          170.01   (f) ADJUSTED    1 2
 EH1490
 EH1490.Superseded values are not recommended for survey control.
 EH1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1490.See file dsdata.txt to determine how the superseded data were derived.
 EH1490
 EH1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU841159(NAD 83)
 EH1490_MARKER: DB = BENCH MARK DISK
 EH1490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1490_SP_SET: DRILL BRIDGE ABUTMENT
 EH1490_STAMPING: X 224 1976
 EH1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1490+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH1490
 EH1490  HISTORY     - Date     Condition        Report By
 EH1490  HISTORY     - 1976     MONUMENTED       NGS
 EH1490  HISTORY     - 20030401 GOOD             USACE
 EH1490
 EH1490                          STATION DESCRIPTION
 EH1490
 EH1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1490'7.6 MI SW FROM MARVELL.
 EH1490'7.6 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH1490'MISSOURIA AND PACIFIC RAILROAD AT MARVELL, SET IN THE TOP OF THE
 EH1490'SOUTHEAST CORNER OF THE EAST ABUTMENT OF A BRIDGE, 13 FEET SOUTH
 EH1490'OF THE CENTER LINE OF HIGHWAY, AND 72 FEET SOUTHWEST OF A POWERLINE
 EH1490'POLE.
 EH1490
 EH1490                          STATION RECOVERY (2003)
 EH1490
 EH1490'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1490'HIGHWAY HAS BEEN RENAMED TO HWY. 316
 EH1490'TO REACH MARK FROM JUNCTION OF HWY. 1 AND 316, GO EAST ALONG HWY. 316
 EH1490'FOR 0.75 MILES TO BRIDGE AND MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0643 ***********************************************************************
 EH0643  DESIGNATION -  X 225
 EH0643  PID         -  EH0643
 EH0643  STATE/COUNTY-  AR/PHILLIPS
 EH0643  USGS QUAD   -  MARVELL (1971)
 EH0643
 EH0643                         *CURRENT SURVEY CONTROL
 EH0643  ___________________________________________________________________
 EH0643* NAD 83(1986)-  34 30 03.     (N)    090 57 21.     (W)     SCALED    
 EH0643* NAVD 88     -        56.373  (meters)     184.95   (feet)  ADJUSTED  
 EH0643  ___________________________________________________________________
 EH0643  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0643  DYNAMIC HT  -          56.319 (meters)     184.77  (feet)  COMP
 EH0643  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EH0643
 EH0643  VERT ORDER  -  FIRST     CLASS II
 EH0643
 EH0643.The horizontal coordinates were scaled from a topographic map and have
 EH0643.an estimated accuracy of +/- 6 seconds.
 EH0643
 EH0643.The orthometric height was determined by differential leveling
 EH0643.and adjusted by the National Geodetic Survey in August 1993..
 EH0643
 EH0643.The geoid height was determined by GEOID03.
 EH0643
 EH0643.The dynamic height is computed by dividing the NAVD 88
 EH0643.geopotential number by the normal gravity value computed on the
 EH0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0643.degrees latitude (g = 980.6199 gals.).
 EH0643
 EH0643.The modeled gravity was interpolated from observed gravity values.
 EH0643
 EH0643;                    North         East    Units  Estimated Accuracy
 EH0643;SPC AR S     -   603,920.      495,890.      MT  (+/- 180 meters Scaled)
 EH0643
 EH0643                          SUPERSEDED SURVEY CONTROL
 EH0643
 EH0643  NAVD 88 (06/15/91)   56.367  (m)          184.93   (f) UNKNOWN     1 2
 EH0643  NGVD 29 (??/??/??)   56.406  (m)          185.06   (f) ADJUSTED    1 2
 EH0643
 EH0643.Superseded values are not recommended for survey control.
 EH0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0643.See file dsdata.txt to determine how the superseded data were derived.
 EH0643
 EH0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU876195(NAD 83)
 EH0643_MARKER: DB = BENCH MARK DISK
 EH0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0643_SP_SET: A 104 FOOT COPPER-COATED ROD
 EH0643_STAMPING: X 225 1976
 EH0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0643+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002
 EH0643
 EH0643  HISTORY     - Date     Condition        Report By
 EH0643  HISTORY     - 1976     MONUMENTED       NGS
 EH0643  HISTORY     - 20020330 GOOD             USACE
 EH0643
 EH0643                          STATION DESCRIPTION
 EH0643
 EH0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0643'5.0 MI SW FROM MARVELL.
 EH0643'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH0643'MISSOURI  PACIFIC RAILROAD AT MARVELL, THENCE SOUTHWEST ALONG STATE
 EH0643'HIGHWAY 318 FOR 2.4 MILES, 151 FEET NORTHEAST OF THE NORTHEAST
 EH0643'CORNER OF THE CYPERT CHURCH, 58 FEET SOUTHWEST OF A FENCE CORNER,
 EH0643'104 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, AND
 EH0643'48 FEET WEST OF THE CENTER OF HIGHWAY. A DISK ON TOP OF A
 EH0643'COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET.  ENCASED IN
 EH0643'A PIPE PROJECTING +0 INCHES.  2 FEET ABOVE HIGHWAY.
 EH0643
 EH0643                          STATION RECOVERY (2002)
 EH0643
 EH0643'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5262 ***********************************************************************
 DG5262  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5262  DESIGNATION -  X 225X
 DG5262  PID         -  DG5262
 DG5262  STATE/COUNTY-  AR/PHILLIPS
 DG5262  USGS QUAD   -  MARVELL (1971)
 DG5262
 DG5262                         *CURRENT SURVEY CONTROL
 DG5262  ___________________________________________________________________
 DG5262* NAD 83(1997)-  34 30 06.04339(N)    090 57 21.41511(W)     ADJUSTED  
 DG5262* NAVD 88     -        56.24   (meters)     184.5    (feet)  GPS OBS   
 DG5262  ___________________________________________________________________
 DG5262  X           -     -87,788.874 (meters)                     COMP
 DG5262  Y           -  -5,261,229.554 (meters)                     COMP
 DG5262  Z           -   3,592,461.961 (meters)                     COMP
 DG5262  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DG5262  ELLIP HEIGHT-          29.22  (meters)          (04/05/04) GPS OBS
 DG5262  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DG5262
 DG5262  HORZ ORDER  -  B
 DG5262  ELLP ORDER  -  THIRD     CLASS II
 DG5262
 DG5262.The horizontal coordinates were established by GPS observations
 DG5262.and adjusted by the National Geodetic Survey in April 2004..
 DG5262
 DG5262.The orthometric height was determined by GPS observations and a
 DG5262.high-resolution geoid model using precise GPS observation and
 DG5262.processing techniques. It supersedes the leveled height previously
 DG5262.determined for this station.
 DG5262
 DG5262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5262
 DG5262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5262
 DG5262.The ellipsoidal height was determined by GPS observations
 DG5262.and is referenced to NAD 83.
 DG5262
 DG5262.The geoid height was determined by GEOID03.
 DG5262
 DG5262;                    North         East     Units Scale Factor Converg.
 DG5262;SPC AR S     -   604,017.425   495,877.435   MT  0.99995163   +0 35 03.6
 DG5262;SPC AR S     - 1,981,680.50  1,626,891.22   sFT  0.99995163   +0 35 03.6
 DG5262;UTM  15      - 3,819,679.971   687,661.169   MT  1.00003410   +1 09 29.3
 DG5262
 DG5262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5262!SPC AR S     -   0.99999541  x   0.99995163  =   0.99994704
 DG5262!UTM  15      -   0.99999541  x   1.00003410  =   1.00002951
 DG5262
 DG5262                          SUPERSEDED SURVEY CONTROL
 DG5262
 DG5262  NAVD 88 (04/05/04)   56.11   (m)          184.1    (f) LEVELING    3  
 DG5262
 DG5262.Superseded values are not recommended for survey control.
 DG5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5262.See file dsdata.txt to determine how the superseded data were derived.
 DG5262
 DG5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8766119680(NAD 83)
 DG5262_MARKER: F = FLANGE-ENCASED ROD
 DG5262_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5262+WITH SETTING: INFORMATION.
 DG5262_STAMPING: X 225X 2002
 DG5262_MARK LOGO: USACE 
 DG5262_PROJECTION: RECESSED 8 CENTIMETERS
 DG5262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5262+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 DG5262_ROD/PIPE-DEPTH: 2.1  meters
 DG5262
 DG5262  HISTORY     - Date     Condition        Report By
 DG5262  HISTORY     - 20020610 MONUMENTED       EMCINC
 DG5262
 DG5262                          STATION DESCRIPTION
 DG5262
 DG5262'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5262'THE MARK IS LOCATED 8.0 KILOMETERS (5.0 MILES) SOUTH OF MARVELL,
 DG5262'ARKANSAS AND 0.06 KILOMETERS (0.1 MILES) NORTH OF CYPERT, ARKANSAS.TO
 DG5262'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE ROAD
 DG5262'1 ON THE WEST SIDE OF MARVELL, ARKANSAS PROCEED SOUTH ON STATE ROAD 1,
 DG5262'4.31 KILOMETERS (2.7 MILES) TO THE INTERSECTION WITH STATE ROAD 318 ON
 DG5262'THE LEFT. THENCE SOUTH ON STATE ROAD 318 FOR 3.5 KILOMETERS (2.15
 DG5262'MILES) TO THE MARK ON THE RIGHT, ON THE WEST SIDE OF STATE ROAD
 DG5262'18.THE MARK IS 60.1 METERS (197.2 FEET) NORTH OF BENCH MARK X 225,
 DG5262'39.1 METERS (128.3 FEET) NORTHWEST OF A POWER POLE ON THE EAST SIDE OF
 DG5262'STATE ROAD 318, 37.9 METERS (124.5 FEET) SOUTHWEST OF A POWER POLE ON
 DG5262'THE EAST SIDE OF STATE ROAD 318, 10.1 METERS (33.2 FEET) WEST OF THE
 DG5262'CENTER OF STATE ROAD 318 AND 1.0 METERS (3.3 FEET) EAST OF A CARSONITE
 DG5262'WITNESS POST.THE MARK IS A MEMPHIS DISTRICT CORPS OF ENGINEERS
 DG5262'ALUMINUM CAP ON AN ALUMINUM ROD RECESSED 0.1 METERS (0.3 FEET) BELOW
 DG5262'GROUND.
 DG5262' 
 DG5262'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0824 ***********************************************************************
 DK0824  DESIGNATION -  X 226
 DK0824  PID         -  DK0824
 DK0824  STATE/COUNTY-  AR/ARKANSAS
 DK0824  USGS QUAD   -  YANCOPIN (1972)
 DK0824
 DK0824                         *CURRENT SURVEY CONTROL
 DK0824  ___________________________________________________________________
 DK0824* NAD 83(1986)-  33 59 22.     (N)    091 10 34.     (W)     SCALED    
 DK0824* NAVD 88     -        50.785  (meters)     166.62   (feet)  ADJUSTED  
 DK0824  ___________________________________________________________________
 DK0824  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK0824  DYNAMIC HT  -          50.734 (meters)     166.45  (feet)  COMP
 DK0824  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 DK0824
 DK0824  VERT ORDER  -  FIRST     CLASS II
 DK0824
 DK0824.The horizontal coordinates were scaled from a topographic map and have
 DK0824.an estimated accuracy of +/- 6 seconds.
 DK0824
 DK0824.The orthometric height was determined by differential leveling
 DK0824.and adjusted by the National Geodetic Survey in June 1991..
 DK0824
 DK0824.The geoid height was determined by GEOID03.
 DK0824
 DK0824.The dynamic height is computed by dividing the NAVD 88
 DK0824.geopotential number by the normal gravity value computed on the
 DK0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0824.degrees latitude (g = 980.6199 gals.).
 DK0824
 DK0824.The modeled gravity was interpolated from observed gravity values.
 DK0824
 DK0824;                    North         East    Units  Estimated Accuracy
 DK0824;SPC AR S     -   547,020.      476,120.      MT  (+/- 180 meters Scaled)
 DK0824
 DK0824                          SUPERSEDED SURVEY CONTROL
 DK0824
 DK0824  NGVD 29 (??/??/??)   50.843  (m)          166.81   (f) ADJUSTED    1 2
 DK0824
 DK0824.Superseded values are not recommended for survey control.
 DK0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0824.See file dsdata.txt to determine how the superseded data were derived.
 DK0824
 DK0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT684624(NAD 83)
 DK0824_MARKER: DB = BENCH MARK DISK
 DK0824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0824_SP_SET: 4 FEET
 DK0824_STAMPING: X 226 1976
 DK0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0824
 DK0824  HISTORY     - Date     Condition        Report By
 DK0824  HISTORY     - 1976     MONUMENTED       NGS
 DK0824
 DK0824                          STATION DESCRIPTION
 DK0824
 DK0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0824'4.2 MI NE FROM YANCOPIN.
 DK0824'4.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE OLD
 DK0824'POST OFFICE AT YANCOPIN, 8.5 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 DK0824'3 FEET SOUTHWEST OF MILEPOST 379.  A DISK ON TOP OF A COPPER-COATED
 DK0824'STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.
 DK0824'2 FEET BELOW RAIL 3 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0827 ***********************************************************************
 DK0827  DESIGNATION -  X 226 X
 DK0827  PID         -  DK0827
 DK0827  STATE/COUNTY-  AR/ARKANSAS
 DK0827  USGS QUAD   -  YANCOPIN (1972)
 DK0827
 DK0827                         *CURRENT SURVEY CONTROL
 DK0827  ___________________________________________________________________
 DK0827* NAD 83(1986)-  33 57 39.     (N)    091 12 02.     (W)     SCALED    
 DK0827* NAVD 88     -        52.330  (meters)     171.69   (feet)  ADJUSTED  
 DK0827  ___________________________________________________________________
 DK0827  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0827  DYNAMIC HT  -          52.278 (meters)     171.52  (feet)  COMP
 DK0827  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 DK0827
 DK0827  VERT ORDER  -  FIRST     CLASS II
 DK0827
 DK0827.The horizontal coordinates were scaled from a topographic map and have
 DK0827.an estimated accuracy of +/- 6 seconds.
 DK0827
 DK0827.The orthometric height was determined by differential leveling
 DK0827.and adjusted by the National Geodetic Survey in June 1991..
 DK0827
 DK0827.The geoid height was determined by GEOID03.
 DK0827
 DK0827.The dynamic height is computed by dividing the NAVD 88
 DK0827.geopotential number by the normal gravity value computed on the
 DK0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0827.degrees latitude (g = 980.6199 gals.).
 DK0827
 DK0827.The modeled gravity was interpolated from observed gravity values.
 DK0827
 DK0827;                    North         East    Units  Estimated Accuracy
 DK0827;SPC AR S     -   543,830.      473,880.      MT  (+/- 180 meters Scaled)
 DK0827
 DK0827                          SUPERSEDED SURVEY CONTROL
 DK0827
 DK0827  NGVD 29 (??/??/??)   52.392  (m)          171.89   (f) ADJUSTED    1 2
 DK0827
 DK0827.Superseded values are not recommended for survey control.
 DK0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0827.See file dsdata.txt to determine how the superseded data were derived.
 DK0827
 DK0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT662592(NAD 83)
 DK0827_MARKER: DB = BENCH MARK DISK
 DK0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0827_SP_SET: BRIDGE ABUTMENT
 DK0827_STAMPING: X 226 X 1976
 DK0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0827
 DK0827  HISTORY     - Date     Condition        Report By
 DK0827  HISTORY     - 1976     MONUMENTED       NGS
 DK0827
 DK0827                          STATION DESCRIPTION
 DK0827
 DK0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0827'1.8 MI NE FROM YANCOPIN.
 DK0827'1.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE OLD
 DK0827'POST OFFICE AT YANCOPIN, SET IN THE NORTHWEST END OF THE NORTHEAST
 DK0827'ABUTMENT OF A BRIDGE OVER THE ARKANSAS RIVER, 13 FEET SOUTHWEST OF A
 DK0827'METAL WARNING SIGN, AND 6.5 FEET NORTHWEST OF THE NORTHWEST RAIL.  3
 DK0827'FEET BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1378 ***********************************************************************
 EJ1378  DESIGNATION -  X 23
 EJ1378  PID         -  EJ1378
 EJ1378  STATE/COUNTY-  AR/MONTGOMERY
 EJ1378  USGS QUAD   -  GLENWOOD (1979)
 EJ1378
 EJ1378                         *CURRENT SURVEY CONTROL
 EJ1378  ___________________________________________________________________
 EJ1378* NAD 83(1986)-  34 21 56.     (N)    093 35 58.     (W)     SCALED    
 EJ1378* NAVD 88     -       176.631  (meters)     579.50   (feet)  ADJUSTED  
 EJ1378  ___________________________________________________________________
 EJ1378  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EJ1378  DYNAMIC HT  -         176.451 (meters)     578.91  (feet)  COMP
 EJ1378  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 EJ1378
 EJ1378  VERT ORDER  -  SECOND    CLASS 0
 EJ1378
 EJ1378.The horizontal coordinates were scaled from a topographic map and have
 EJ1378.an estimated accuracy of +/- 6 seconds.
 EJ1378
 EJ1378.The orthometric height was determined by differential leveling
 EJ1378.and adjusted by the National Geodetic Survey in June 1991..
 EJ1378
 EJ1378.The geoid height was determined by GEOID03.
 EJ1378
 EJ1378.The dynamic height is computed by dividing the NAVD 88
 EJ1378.geopotential number by the normal gravity value computed on the
 EJ1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1378.degrees latitude (g = 980.6199 gals.).
 EJ1378
 EJ1378.The modeled gravity was interpolated from observed gravity values.
 EJ1378
 EJ1378;                    North         East    Units  Estimated Accuracy
 EJ1378;SPC AR S     -   589,580.      252,890.      MT  (+/- 180 meters Scaled)
 EJ1378
 EJ1378                          SUPERSEDED SURVEY CONTROL
 EJ1378
 EJ1378  NGVD 29 (??/??/92)  176.598  (m)          579.39   (f) ADJ UNCH    2 0
 EJ1378
 EJ1378.Superseded values are not recommended for survey control.
 EJ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1378.See file dsdata.txt to determine how the superseded data were derived.
 EJ1378
 EJ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU448028(NAD 83)
 EJ1378_MARKER: DB = BENCH MARK DISK
 EJ1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1378_SP_SET: CULVERT
 EJ1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1378
 EJ1378  HISTORY     - Date     Condition        Report By
 EJ1378  HISTORY     - UNK      MONUMENTED       CGS
 EJ1378  HISTORY     - 1932     GOOD             NGS
 EJ1378  HISTORY     - 1961     GOOD             NGS
 EJ1378
 EJ1378                          STATION DESCRIPTION
 EJ1378
 EJ1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ1378'3.0 MI S FROM CADDO GAP.
 EJ1378'AT MILEPOST 475 + 3 POLES.  IN WEST HEADWALL OF CONCRETE CULVERT.
 EJ1378'NOTE-- MARK IS 2.5 FT SE OF RV 578, 6 POLES SE OF MILEPOST 478.
 EJ1378
 EJ1378                          STATION RECOVERY (1961)
 EJ1378
 EJ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0951 ***********************************************************************
 EJ0951  DESIGNATION -  X 24
 EJ0951  PID         -  EJ0951
 EJ0951  STATE/COUNTY-  AR/YELL
 EJ0951  USGS QUAD   -  ROVER (1968)
 EJ0951
 EJ0951                         *CURRENT SURVEY CONTROL
 EJ0951  ___________________________________________________________________
 EJ0951* NAD 83(1986)-  34 53 41.     (N)    093 23 38.     (W)     SCALED    
 EJ0951* NAVD 88     -       338.510  (meters)    1110.59   (feet)  ADJUSTED  
 EJ0951  ___________________________________________________________________
 EJ0951  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 EJ0951  DYNAMIC HT  -         338.176 (meters)    1109.50  (feet)  COMP
 EJ0951  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 EJ0951
 EJ0951  VERT ORDER  -  SECOND    CLASS 0
 EJ0951
 EJ0951.The horizontal coordinates were scaled from a topographic map and have
 EJ0951.an estimated accuracy of +/- 6 seconds.
 EJ0951
 EJ0951.The orthometric height was determined by differential leveling
 EJ0951.and adjusted by the National Geodetic Survey in June 1991..
 EJ0951
 EJ0951.The geoid height was determined by GEOID03.
 EJ0951
 EJ0951.The dynamic height is computed by dividing the NAVD 88
 EJ0951.geopotential number by the normal gravity value computed on the
 EJ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0951.degrees latitude (g = 980.6199 gals.).
 EJ0951
 EJ0951.The modeled gravity was interpolated from observed gravity values.
 EJ0951
 EJ0951;                    North         East    Units  Estimated Accuracy
 EJ0951;SPC AR N     -    63,180.      272,600.      MT  (+/- 180 meters Scaled)
 EJ0951
 EJ0951                          SUPERSEDED SURVEY CONTROL
 EJ0951
 EJ0951  NGVD 29 (??/??/92)  338.467  (m)         1110.45   (f) ADJ UNCH    2 0
 EJ0951
 EJ0951.Superseded values are not recommended for survey control.
 EJ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0951.See file dsdata.txt to determine how the superseded data were derived.
 EJ0951
 EJ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU640614(NAD 83)
 EJ0951_MARKER: DB = BENCH MARK DISK
 EJ0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0951+STABILITY: SURFACE MOTION
 EJ0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0951+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 EJ0951
 EJ0951  HISTORY     - Date     Condition        Report By
 EJ0951  HISTORY     - UNK      MONUMENTED       CGS
 EJ0951  HISTORY     - 1932     GOOD             NGS
 EJ0951  HISTORY     - 20040812 GOOD             ARHD
 EJ0951
 EJ0951                          STATION DESCRIPTION
 EJ0951
 EJ0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EJ0951'3.9 MI N FROM ONYX.
 EJ0951'3.9 MILES NORTH BY STATE HIGHWAY NO. 27.  LOCATED ON THE DIVIDE NEAR
 EJ0951'FIRE WARDENS HOUSE.  85 FT. WEST OF FIRE WARDENS FRONT LAWN FENCE. 17
 EJ0951'FT. NORTH OF THE EXTENTION OF THE NORTH WALL OF THE FIRE WARDENS
 EJ0951'HOUSE.
 EJ0951
 EJ0951                          STATION RECOVERY (2004)
 EJ0951
 EJ0951'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (TS)
 EJ0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0914 ***********************************************************************
 DK0914  DESIGNATION -  X 240
 DK0914  PID         -  DK0914
 DK0914  STATE/COUNTY-  AR/DESHA
 DK0914  USGS QUAD   -  HALLEY (1981)
 DK0914
 DK0914                         *CURRENT SURVEY CONTROL
 DK0914  ___________________________________________________________________
 DK0914* NAD 83(1986)-  33 36 32.     (N)    091 22 22.     (W)     SCALED    
 DK0914* NAVD 88     -        44.839  (meters)     147.11   (feet)  ADJUSTED  
 DK0914  ___________________________________________________________________
 DK0914  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK0914  DYNAMIC HT  -          44.792 (meters)     146.96  (feet)  COMP
 DK0914  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 DK0914
 DK0914  VERT ORDER  -  FIRST     CLASS II
 DK0914
 DK0914.The horizontal coordinates were scaled from a topographic map and have
 DK0914.an estimated accuracy of +/- 6 seconds.
 DK0914
 DK0914.The orthometric height was determined by differential leveling
 DK0914.and adjusted by the National Geodetic Survey in June 1991..
 DK0914
 DK0914.The geoid height was determined by GEOID03.
 DK0914
 DK0914.The dynamic height is computed by dividing the NAVD 88
 DK0914.geopotential number by the normal gravity value computed on the
 DK0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0914.degrees latitude (g = 980.6199 gals.).
 DK0914
 DK0914.The modeled gravity was interpolated from observed gravity values.
 DK0914
 DK0914;                    North         East    Units  Estimated Accuracy
 DK0914;SPC AR S     -   504,680.      458,210.      MT  (+/- 180 meters Scaled)
 DK0914
 DK0914                          SUPERSEDED SURVEY CONTROL
 DK0914
 DK0914  NGVD 29 (??/??/??)   44.956  (m)          147.49   (f) ADJUSTED    1 2
 DK0914
 DK0914.Superseded values are not recommended for survey control.
 DK0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0914.See file dsdata.txt to determine how the superseded data were derived.
 DK0914
 DK0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT509199(NAD 83)
 DK0914_MARKER: DB = BENCH MARK DISK
 DK0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0914_STAMPING: X 240 1939
 DK0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0914+STABILITY: SURFACE MOTION
 DK0914
 DK0914  HISTORY     - Date     Condition        Report By
 DK0914  HISTORY     - 1939     MONUMENTED       CGS
 DK0914  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0914  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0914  HISTORY     - 20031022 MARK NOT FOUND   ARHD
 DK0914
 DK0914                          STATION DESCRIPTION
 DK0914
 DK0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0914'1.2 MI SE FROM MCGEHEE.
 DK0914'1.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0914'CROSSING OF U.S. HIGHWAY 65 AT MCGEHEE, DESHA COUNTY, NORTHEAST OF THE
 DK0914'HIGHWAY, 113 FEET SOUTHWEST OF THE CORNER OF A SMALL GREENHOUSE, IN
 DK0914'FRONT OF THE DR. L. J. HINSON RESIDENCE, AT POWER-TRANSMISSION LINE
 DK0914'POLE 19 (THE FIRST POLE NORTHEAST OF A POLE WITH A TRANSFORMER), AND
 DK0914'24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 DK0914'STAMPED X 240 1939 AND SET IN THE TOP OF A CONCRETE POST.
 DK0914
 DK0914                          STATION RECOVERY (1977)
 DK0914
 DK0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0914'MARK NOT FOUND.
 DK0914
 DK0914                          STATION RECOVERY (1977)
 DK0914
 DK0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0914'MARK NOT FOUND.
 DK0914
 DK0914                          STATION RECOVERY (2003)
 DK0914
 DK0914'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 DK0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1017 ***********************************************************************
 EJ1017  DESIGNATION -  X 241
 EJ1017  PID         -  EJ1017
 EJ1017  STATE/COUNTY-  AR/GARLAND
 EJ1017  USGS QUAD   -  HAMILTON (1975)
 EJ1017
 EJ1017                         *CURRENT SURVEY CONTROL
 EJ1017  ___________________________________________________________________
 EJ1017* NAD 83(1986)-  34 40 06.     (N)    093 08 54.     (W)     SCALED    
 EJ1017* NAVD 88     -       192.735  (meters)     632.33   (feet)  ADJUSTED  
 EJ1017  ___________________________________________________________________
 EJ1017  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 EJ1017  DYNAMIC HT  -         192.544 (meters)     631.70  (feet)  COMP
 EJ1017  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 EJ1017
 EJ1017  VERT ORDER  -  SECOND    CLASS 0
 EJ1017
 EJ1017.The horizontal coordinates were scaled from a topographic map and have
 EJ1017.an estimated accuracy of +/- 6 seconds.
 EJ1017
 EJ1017.The orthometric height was determined by differential leveling
 EJ1017.and adjusted by the National Geodetic Survey in June 1991..
 EJ1017
 EJ1017.The geoid height was determined by GEOID03.
 EJ1017
 EJ1017.The dynamic height is computed by dividing the NAVD 88
 EJ1017.geopotential number by the normal gravity value computed on the
 EJ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1017.degrees latitude (g = 980.6199 gals.).
 EJ1017
 EJ1017.The modeled gravity was interpolated from observed gravity values.
 EJ1017
 EJ1017;                    North         East    Units  Estimated Accuracy
 EJ1017;SPC AR S     -   622,610.      294,750.      MT  (+/- 180 meters Scaled)
 EJ1017
 EJ1017                          SUPERSEDED SURVEY CONTROL
 EJ1017
 EJ1017  NGVD 29 (??/??/92)  192.717  (m)          632.27   (f) ADJ UNCH    2 0
 EJ1017
 EJ1017.Superseded values are not recommended for survey control.
 EJ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1017.See file dsdata.txt to determine how the superseded data were derived.
 EJ1017
 EJ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU864362(NAD 83)
 EJ1017_MARKER: DB = BENCH MARK DISK
 EJ1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1017_STAMPING: X 241 1939
 EJ1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1017+STABILITY: SURFACE MOTION
 EJ1017
 EJ1017  HISTORY     - Date     Condition        Report By
 EJ1017  HISTORY     - 1939     MONUMENTED       CGS
 EJ1017  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ1017  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1017
 EJ1017                          STATION DESCRIPTION
 EJ1017
 EJ1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ1017'5.2 MI W FROM BLUE SPRINGS.
 EJ1017'5.2 MILES WEST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE ABANDONED
 EJ1017'SCHOOL AT BLUE SPRINGS, GARLAND COUNTY, 30 YARDS NORTHEAST OF A WOODEN
 EJ1017'RAILROAD TRESTLE, 78 FEET NORTH OF THE CENTER LINE OF THE ROAD, 42
 EJ1017'FEET NORTH OF THE NORTH RAIL OF THE TRACK, AND 5 FEET WEST OF A BLAZED
 EJ1017'14-INCH OAK TREE.  A STANDARD DISK, STAMPED X 241 1939 AND SET IN THE
 EJ1017'TOP OF A CONCRETE POST.
 EJ1017
 EJ1017                          STATION RECOVERY (1972)
 EJ1017
 EJ1017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ1017'MARK NOT FOUND.
 EJ1017
 EJ1017                          STATION RECOVERY (1998)
 EJ1017
 EJ1017'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1348 ***********************************************************************
 DK1348  DESIGNATION -  X 243
 DK1348  PID         -  DK1348
 DK1348  STATE/COUNTY-  AR/ASHLEY
 DK1348  USGS QUAD   -  PORTLAND (1960)
 DK1348
 DK1348                         *CURRENT SURVEY CONTROL
 DK1348  ___________________________________________________________________
 DK1348* NAD 83(1986)-  33 11 11.     (N)    091 31 46.     (W)     SCALED    
 DK1348* NAVD 88     -        36.106  (meters)     118.46   (feet)  ADJUSTED  
 DK1348  ___________________________________________________________________
 DK1348  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DK1348  DYNAMIC HT  -          36.068 (meters)     118.33  (feet)  COMP
 DK1348  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DK1348
 DK1348  VERT ORDER  -  FIRST     CLASS II
 DK1348
 DK1348.The horizontal coordinates were scaled from a topographic map and have
 DK1348.an estimated accuracy of +/- 6 seconds.
 DK1348
 DK1348.The orthometric height was determined by differential leveling
 DK1348.and adjusted by the National Geodetic Survey in June 1991..
 DK1348
 DK1348.The geoid height was determined by GEOID03.
 DK1348
 DK1348.The dynamic height is computed by dividing the NAVD 88
 DK1348.geopotential number by the normal gravity value computed on the
 DK1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1348.degrees latitude (g = 980.6199 gals.).
 DK1348
 DK1348.The modeled gravity was interpolated from observed gravity values.
 DK1348
 DK1348;                    North         East    Units  Estimated Accuracy
 DK1348;SPC AR S     -   457,750.      443,880.      MT  (+/- 180 meters Scaled)
 DK1348
 DK1348                          SUPERSEDED SURVEY CONTROL
 DK1348
 DK1348  NGVD 29 (??/??/??)   36.212  (m)          118.81   (f) ADJUSTED    1 2
 DK1348
 DK1348.Superseded values are not recommended for survey control.
 DK1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1348.See file dsdata.txt to determine how the superseded data were derived.
 DK1348
 DK1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS370729(NAD 83)
 DK1348_MARKER: DB = BENCH MARK DISK
 DK1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1348_STAMPING: X 243 1939
 DK1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1348+STABILITY: SURFACE MOTION
 DK1348
 DK1348  HISTORY     - Date     Condition        Report By
 DK1348  HISTORY     - 1939     MONUMENTED       CGS
 DK1348
 DK1348                          STATION DESCRIPTION
 DK1348
 DK1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1348'IN SUNSHINE.
 DK1348'A STANDARD DISC SET IN THE TOP OF A CONCRETE POST LOCATED ON THE WEST
 DK1348'R/W OF THE MO. PAC. R.R.  AT THE GATE WAY TO THE SUNSHINE PLANTATION.
 DK1348'48 FEET WEST OF THE WEST RAIL.  24 FEET EAST OF THE CENTER LINE OF THE
 DK1348'HWY NO. 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0532 ***********************************************************************
 FG0532  DESIGNATION -  X 247
 FG0532  PID         -  FG0532
 FG0532  STATE/COUNTY-  AR/VAN BUREN
 FG0532  USGS QUAD   -  ALREAD (1965)
 FG0532
 FG0532                         *CURRENT SURVEY CONTROL
 FG0532  ___________________________________________________________________
 FG0532* NAD 83(1986)-  35 41 12.     (N)    092 40 40.     (W)     SCALED    
 FG0532* NAVD 88     -       281.237  (meters)     922.69   (feet)  ADJUSTED  
 FG0532  ___________________________________________________________________
 FG0532  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0532  DYNAMIC HT  -         280.963 (meters)     921.79  (feet)  COMP
 FG0532  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FG0532
 FG0532  VERT ORDER  -  SECOND    CLASS 0
 FG0532
 FG0532.The horizontal coordinates were scaled from a topographic map and have
 FG0532.an estimated accuracy of +/- 6 seconds.
 FG0532
 FG0532.The orthometric height was determined by differential leveling
 FG0532.and adjusted by the National Geodetic Survey in June 1991..
 FG0532
 FG0532.The geoid height was determined by GEOID03.
 FG0532
 FG0532.The dynamic height is computed by dividing the NAVD 88
 FG0532.geopotential number by the normal gravity value computed on the
 FG0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0532.degrees latitude (g = 980.6199 gals.).
 FG0532
 FG0532.The modeled gravity was interpolated from observed gravity values.
 FG0532
 FG0532;                    North         East    Units  Estimated Accuracy
 FG0532;SPC AR N     -   150,350.      338,650.      MT  (+/- 180 meters Scaled)
 FG0532
 FG0532                          SUPERSEDED SURVEY CONTROL
 FG0532
 FG0532  NGVD 29 (??/??/92)  281.135  (m)          922.36   (f) ADJ UNCH    2 0
 FG0532
 FG0532.Superseded values are not recommended for survey control.
 FG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0532.See file dsdata.txt to determine how the superseded data were derived.
 FG0532
 FG0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV291492(NAD 83)
 FG0532_MARKER: DB = BENCH MARK DISK
 FG0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0532_STAMPING: X 247 1939
 FG0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0532+STABILITY: SURFACE MOTION
 FG0532
 FG0532  HISTORY     - Date     Condition        Report By
 FG0532  HISTORY     - 1939     MONUMENTED       CGS
 FG0532
 FG0532                          STATION DESCRIPTION
 FG0532
 FG0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0532'4.5 MI SW FROM COPELAND.
 FG0532'4.5 MILES SOUTHWEST ALONG THE UNA ROAD FROM THE JUNCTION OF STATE
 FG0532'HIGHWAY 16 AT COPELAND, VAN BUREN COUNTY, AT THE POTTS PROPERTY, 750
 FG0532'FEET SOUTHEAST OF A FARMHOUSE, IN THE SOUTHEAST CORNER OF A FIELD, AT
 FG0532'A POINT WHERE ROAD TURNS UP JACKSON MOUNTAIN, 65 FEET NORTH OF THE
 FG0532'NORTH BANK OF THE RED RIVER, 24 FEET WEST OF A MAIL BOX, 19 FEET WEST
 FG0532'OF THE CENTERLINE OF THE ROAD, 19 FEET NORTH OF A FARM ROAD, AND AT
 FG0532'THE END OF TRUCK TRAVEL.  A STANDARD DISK, STAMPED X 247 1939 AND SET
 FG0532'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0861 ***********************************************************************
 DK0861  DESIGNATION -  X 248
 DK0861  PID         -  DK0861
 DK0861  STATE/COUNTY-  AR/DESHA
 DK0861  USGS QUAD   -  WATSON (1969)
 DK0861
 DK0861                         *CURRENT SURVEY CONTROL
 DK0861  ___________________________________________________________________
 DK0861* NAD 83(1986)-  33 55 37.     (N)    091 21 51.     (W)     SCALED    
 DK0861* NAVD 88     -        47.730  (meters)     156.59   (feet)  ADJUSTED  
 DK0861  ___________________________________________________________________
 DK0861  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK0861  DYNAMIC HT  -          47.683 (meters)     156.44  (feet)  COMP
 DK0861  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 DK0861
 DK0861  VERT ORDER  -  SECOND    CLASS 0
 DK0861
 DK0861.The horizontal coordinates were scaled from a topographic map and have
 DK0861.an estimated accuracy of +/- 6 seconds.
 DK0861
 DK0861.The orthometric height was determined by differential leveling
 DK0861.and adjusted by the National Geodetic Survey in June 1991..
 DK0861
 DK0861.The geoid height was determined by GEOID03.
 DK0861
 DK0861.The dynamic height is computed by dividing the NAVD 88
 DK0861.geopotential number by the normal gravity value computed on the
 DK0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0861.degrees latitude (g = 980.6199 gals.).
 DK0861
 DK0861.The modeled gravity was interpolated from observed gravity values.
 DK0861
 DK0861;                    North         East    Units  Estimated Accuracy
 DK0861;SPC AR S     -   539,960.      458,790.      MT  (+/- 180 meters Scaled)
 DK0861
 DK0861                          SUPERSEDED SURVEY CONTROL
 DK0861
 DK0861  NGVD 29 (??/??/??)   47.856  (m)          157.01   (f) ADJUSTED    2 0
 DK0861
 DK0861.Superseded values are not recommended for survey control.
 DK0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0861.See file dsdata.txt to determine how the superseded data were derived.
 DK0861
 DK0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT512552(NAD 83)
 DK0861_MARKER: DB = BENCH MARK DISK
 DK0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0861_STAMPING: X 248 1940
 DK0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0861+STABILITY: SURFACE MOTION
 DK0861
 DK0861  HISTORY     - Date     Condition        Report By
 DK0861  HISTORY     - 1940     MONUMENTED       CGS
 DK0861  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0861
 DK0861                          STATION DESCRIPTION
 DK0861
 DK0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DK0861'7.3 MI NW FROM WATSON.
 DK0861'FROM THE MISSOURI PACIFIC RR STATION IN WATSON PROCEED ALONG STATE
 DK0861'HIGHWAY NO. 1 NORTHWESTWARD, GO 7.3 MI.  BENCH MARK IS IN FRONT OF A
 DK0861'SMALL UNPAINTED HOUSE, 28 FEET TOWARD THE HOUSE (SOUTH) FROM THE
 DK0861'CENTER LINE OF THE HIGHWAY, 12 FEET TOWARD WATSON (EAST) FROM THE
 DK0861'CENTER LINE OF THE LANE LEADING TO THE HOUSE, 1.6 FEET TOWARD HIGHWAY
 DK0861'(NORTH) FROM THE PROPERTY LINE FENCE.  A 4X4 INCH CYPRESS POST PAINTED
 DK0861'WHITE AND PROJECTING 18 INCHES IS 5 FEET AT 265 DEGREES MAGNETIC FROM
 DK0861'THE BENCH MARK.
 DK0861
 DK0861                          STATION RECOVERY (1955)
 DK0861
 DK0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1584 ***********************************************************************
 EH1584  DESIGNATION -  X 249
 EH1584  PID         -  EH1584
 EH1584  STATE/COUNTY-  AR/LINCOLN
 EH1584  USGS QUAD   -  CORNERSTONE (1975)
 EH1584
 EH1584                         *CURRENT SURVEY CONTROL
 EH1584  ___________________________________________________________________
 EH1584* NAD 83(1986)-  34 07 50.     (N)    091 41 13.     (W)     SCALED    
 EH1584* NAVD 88     -        55.858  (meters)     183.26   (feet)  ADJUSTED  
 EH1584  ___________________________________________________________________
 EH1584  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1584  DYNAMIC HT  -          55.804 (meters)     183.08  (feet)  COMP
 EH1584  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 EH1584
 EH1584  VERT ORDER  -  SECOND    CLASS 0
 EH1584
 EH1584.The horizontal coordinates were scaled from a topographic map and have
 EH1584.an estimated accuracy of +/- 6 seconds.
 EH1584
 EH1584.The orthometric height was determined by differential leveling
 EH1584.and adjusted by the National Geodetic Survey in June 1991..
 EH1584
 EH1584.The geoid height was determined by GEOID03.
 EH1584
 EH1584.The dynamic height is computed by dividing the NAVD 88
 EH1584.geopotential number by the normal gravity value computed on the
 EH1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1584.degrees latitude (g = 980.6199 gals.).
 EH1584
 EH1584.The modeled gravity was interpolated from observed gravity values.
 EH1584
 EH1584;                    North         East    Units  Estimated Accuracy
 EH1584;SPC AR S     -   562,410.      428,880.      MT  (+/- 180 meters Scaled)
 EH1584
 EH1584                          SUPERSEDED SURVEY CONTROL
 EH1584
 EH1584  NGVD 29 (??/??/??)   55.934  (m)          183.51   (f) ADJUSTED    2 0
 EH1584
 EH1584.Superseded values are not recommended for survey control.
 EH1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1584.See file dsdata.txt to determine how the superseded data were derived.
 EH1584
 EH1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT210774(NAD 83)
 EH1584_MARKER: DB = BENCH MARK DISK
 EH1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1584_STAMPING: X 249 1940
 EH1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1584+STABILITY: SURFACE MOTION
 EH1584
 EH1584  HISTORY     - Date     Condition        Report By
 EH1584  HISTORY     - 1940     MONUMENTED       CGS
 EH1584
 EH1584                          STATION DESCRIPTION
 EH1584
 EH1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1584'4.2 MI N FROM GRADY.
 EH1584'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT GRADY, PROCEED
 EH1584'NORTHWARD ALONG GRAVELED ROAD TOWARDS LEVEE, GO 4.2 MILES.  BENCH MARK
 EH1584'IS IN YARD OF THE WOODVILLE COLORED SCHOOL, 38 YARDS TOWARDS ROAD
 EH1584'(NORTH) FROM SCHOOL BUILDING.  ON OUTSIDE OF CURVE IN ROAD.  38 YARDS
 EH1584'TOWARDS SCHOOL (SOUTH) FROM CENTER LINE OF ROAD.  29 YARDS TOWARDS
 EH1584'SCHOOL FROM WOODEN BRIDGE.  13 FEET TOWARDS ROAD (NORTH) FROM A 4 FOOT
 EH1584'RED OAK TREE.  A 4 X 4 INCH CYPRESS POST PAINTED WHITE PROJECTING 18
 EH1584'INCHES IS 3.3 FEET AT 355 DEG MAGNETIC FROM BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0279 ***********************************************************************
 GE0279  DESIGNATION -  X 25
 GE0279  PID         -  GE0279
 GE0279  STATE/COUNTY-  AR/RANDOLPH
 GE0279  USGS QUAD   -  POCAHONTAS (1981)
 GE0279
 GE0279                         *CURRENT SURVEY CONTROL
 GE0279  ___________________________________________________________________
 GE0279* NAD 83(1986)-  36 18 04.     (N)    090 53 23.     (W)     SCALED    
 GE0279* NAVD 88     -        81.490  (meters)     267.36   (feet)  ADJUSTED  
 GE0279  ___________________________________________________________________
 GE0279  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GE0279  DYNAMIC HT  -          81.424 (meters)     267.14  (feet)  COMP
 GE0279  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GE0279
 GE0279  VERT ORDER  -  FIRST     CLASS II
 GE0279
 GE0279.The horizontal coordinates were scaled from a topographic map and have
 GE0279.an estimated accuracy of +/- 6 seconds.
 GE0279
 GE0279.The orthometric height was determined by differential leveling
 GE0279.and adjusted by the National Geodetic Survey in June 1991..
 GE0279
 GE0279.The geoid height was determined by GEOID03.
 GE0279
 GE0279.The dynamic height is computed by dividing the NAVD 88
 GE0279.geopotential number by the normal gravity value computed on the
 GE0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0279.degrees latitude (g = 980.6199 gals.).
 GE0279
 GE0279.The modeled gravity was interpolated from observed gravity values.
 GE0279
 GE0279;                    North         East    Units  Estimated Accuracy
 GE0279;SPC AR N     -   218,880.      499,720.      MT  (+/- 180 meters Scaled)
 GE0279
 GE0279                          SUPERSEDED SURVEY CONTROL
 GE0279
 GE0279  NGVD 29 (??/??/92)   81.434  (m)          267.17   (f) ADJ UNCH    1 2
 GE0279
 GE0279.Superseded values are not recommended for survey control.
 GE0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0279.See file dsdata.txt to determine how the superseded data were derived.
 GE0279
 GE0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA894194(NAD 83)
 GE0279_MARKER: DB = BENCH MARK DISK
 GE0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0279_STAMPING: 267.178 X 25 1932
 GE0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0279+STABILITY: SURFACE MOTION
 GE0279
 GE0279  HISTORY     - Date     Condition        Report By
 GE0279  HISTORY     - 1932     MONUMENTED       CGS
 GE0279  HISTORY     - 1934     GOOD             NGS
 GE0279  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0279
 GE0279                          STATION DESCRIPTION
 GE0279
 GE0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0279'5.3 MI NE FROM POCAHONTAS.
 GE0279'5.3 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0279'FROM THE STATION AT POCAHONTAS, RANDOLPH COUNTY, 325 YARDS SOUTH
 GE0279'OF THE STATION SIGN AT RUNNING LAKE, 9 POLES NORTHEAST OF
 GE0279'MILEPOST E 240, AND 100 FEET WEST OF THE TRACK.  A STANDARD
 GE0279'DISK, STAMPED 267.178 X 25 1932 AND SET IN THE TOP OF A CONCRETE
 GE0279'POST.
 GE0279
 GE0279                          STATION RECOVERY (2002)
 GE0279
 GE0279'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0159 ***********************************************************************
 EJ0159  DESIGNATION -  X 250
 EJ0159  PID         -  EJ0159
 EJ0159  STATE/COUNTY-  AR/PULASKI
 EJ0159  USGS QUAD   -  SWEET HOME (1986)
 EJ0159
 EJ0159                         *CURRENT SURVEY CONTROL
 EJ0159  ___________________________________________________________________
 EJ0159* NAD 83(1986)-  34 40 37.     (N)    092 13 45.     (W)     SCALED    
 EJ0159* NAVD 88     -        74.852  (meters)     245.58   (feet)  ADJUSTED  
 EJ0159  ___________________________________________________________________
 EJ0159  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EJ0159  DYNAMIC HT  -          74.781 (meters)     245.34  (feet)  COMP
 EJ0159  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 EJ0159
 EJ0159  VERT ORDER  -  SECOND    CLASS 0
 EJ0159
 EJ0159.The horizontal coordinates were scaled from a topographic map and have
 EJ0159.an estimated accuracy of +/- 6 seconds.
 EJ0159
 EJ0159.The orthometric height was determined by differential leveling
 EJ0159.and adjusted by the National Geodetic Survey in June 1991..
 EJ0159
 EJ0159.The geoid height was determined by GEOID03.
 EJ0159
 EJ0159.The dynamic height is computed by dividing the NAVD 88
 EJ0159.geopotential number by the normal gravity value computed on the
 EJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0159.degrees latitude (g = 980.6199 gals.).
 EJ0159
 EJ0159.The modeled gravity was interpolated from observed gravity values.
 EJ0159
 EJ0159;                    North         East    Units  Estimated Accuracy
 EJ0159;SPC AR S     -   622,990.      379,000.      MT  (+/- 180 meters Scaled)
 EJ0159
 EJ0159                          SUPERSEDED SURVEY CONTROL
 EJ0159
 EJ0159  NGVD 29 (??/??/92)   74.906  (m)          245.75   (f) ADJ UNCH    2 0
 EJ0159
 EJ0159.Superseded values are not recommended for survey control.
 EJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0159.See file dsdata.txt to determine how the superseded data were derived.
 EJ0159
 EJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU706374(NAD 83)
 EJ0159_MARKER: DB = BENCH MARK DISK
 EJ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0159_STAMPING: X 250 1940
 EJ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0159+STABILITY: SURFACE MOTION
 EJ0159
 EJ0159  HISTORY     - Date     Condition        Report By
 EJ0159  HISTORY     - 1940     MONUMENTED       CGS
 EJ0159  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0159  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0159  HISTORY     - 198505   MARK NOT FOUND   USGS
 EJ0159
 EJ0159                          STATION DESCRIPTION
 EJ0159
 EJ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0159'1.0 MI SE FROM SWEET HOME.
 EJ0159'FROM RAILROAD STATION AT SWEET HOME, PROCEED ALONG GRAVELED ROAD
 EJ0159'TOWARDS HARPERS HEADQUARTERS, GO 1.0 MILE.  BENCH MARK IS STANDARD
 EJ0159'DISK IN PRECAST CONCRETE POST PROJECTING ABOUT 5 INCHES.  SET ON TOP
 EJ0159'OF SMALL LEVEE BANK OF CREEK.  ACROSS ROAD FROM CREEK.  46 FEET AT 340
 EJ0159'DEG MAGNETIC FROM WOODEN CULVERT ACROSS ROAD.  24 FEET AT 45 DEG
 EJ0159'MAGNETIC FROM CENTER LINE OF ROAD.  MIDWAY BETWEEN TWO CURVES.  A 4 X
 EJ0159'4 INCH CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 4 FEET AT
 EJ0159'135 DEG MAGNETIC FROM BENCH MARK.
 EJ0159
 EJ0159                          STATION RECOVERY (1962)
 EJ0159
 EJ0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EJ0159'MARK NOT FOUND.
 EJ0159
 EJ0159                          STATION RECOVERY (1984)
 EJ0159
 EJ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0159'MARK NOT FOUND.
 EJ0159
 EJ0159                          STATION RECOVERY (1985)
 EJ0159
 EJ0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0597 ***********************************************************************
 EJ0597  DESIGNATION -  X 251
 EJ0597  PID         -  EJ0597
 EJ0597  STATE/COUNTY-  AR/JEFFERSON
 EJ0597  USGS QUAD   -  WRIGHT (1975)
 EJ0597
 EJ0597                         *CURRENT SURVEY CONTROL
 EJ0597  ___________________________________________________________________
 EJ0597* NAD 83(1986)-  34 23 30.     (N)    092 04 01.     (W)     SCALED    
 EJ0597* NAVD 88     -        66.078  (meters)     216.79   (feet)  ADJUSTED  
 EJ0597  ___________________________________________________________________
 EJ0597  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EJ0597  DYNAMIC HT  -          66.015 (meters)     216.58  (feet)  COMP
 EJ0597  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 EJ0597
 EJ0597  VERT ORDER  -  SECOND    CLASS 0
 EJ0597
 EJ0597.The horizontal coordinates were scaled from a topographic map and have
 EJ0597.an estimated accuracy of +/- 6 seconds.
 EJ0597
 EJ0597.The orthometric height was determined by differential leveling
 EJ0597.and adjusted by the National Geodetic Survey in June 1991..
 EJ0597
 EJ0597.The geoid height was determined by GEOID03.
 EJ0597
 EJ0597.The dynamic height is computed by dividing the NAVD 88
 EJ0597.geopotential number by the normal gravity value computed on the
 EJ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0597.degrees latitude (g = 980.6199 gals.).
 EJ0597
 EJ0597.The modeled gravity was interpolated from observed gravity values.
 EJ0597
 EJ0597;                    North         East    Units  Estimated Accuracy
 EJ0597;SPC AR S     -   591,330.      393,840.      MT  (+/- 180 meters Scaled)
 EJ0597
 EJ0597                          SUPERSEDED SURVEY CONTROL
 EJ0597
 EJ0597  NGVD 29 (??/??/92)   66.111  (m)          216.90   (f) ADJ UNCH    2 0
 EJ0597
 EJ0597.Superseded values are not recommended for survey control.
 EJ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0597.See file dsdata.txt to determine how the superseded data were derived.
 EJ0597
 EJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU857059(NAD 83)
 EJ0597_MARKER: DB = BENCH MARK DISK
 EJ0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0597_SP_SET: CULVERT
 EJ0597_STAMPING: X 251 1940
 EJ0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0597
 EJ0597  HISTORY     - Date     Condition        Report By
 EJ0597  HISTORY     - 1940     MONUMENTED       CGS
 EJ0597  HISTORY     - 20020606 MARK NOT FOUND   USACE
 EJ0597
 EJ0597                          STATION DESCRIPTION
 EJ0597
 EJ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0597'2.9 MI S FROM WRIGHT.
 EJ0597'2.9 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0597'WRIGHT, JEFFERSON COUNTY, 58 FEET SOUTHEAST OF THE CENTER OF THE
 EJ0597'CROSSING OF A DIRT COUNTY ROAD, AT A CULVERT, IN THE CENTER OF THE TOP
 EJ0597'OF THE WEST CONCRETE HEAD WALL, AND 15 FEET WEST OF THE CENTERLINE OF
 EJ0597'THE DIRT ROAD.  A STANDARD DISK, STAMPED X 251 1940.
 EJ0597
 EJ0597                          STATION RECOVERY (2002)
 EJ0597
 EJ0597'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EJ0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0192 ***********************************************************************
 EJ0192  DESIGNATION -  X 252
 EJ0192  PID         -  EJ0192
 EJ0192  STATE/COUNTY-  AR/PULASKI
 EJ0192  USGS QUAD   -  SWEET HOME (1986)
 EJ0192
 EJ0192                         *CURRENT SURVEY CONTROL
 EJ0192  ___________________________________________________________________
 EJ0192* NAD 83(1986)-  34 39 39.     (N)    092 08 55.     (W)     SCALED    
 EJ0192* NAVD 88     -        71.880  (meters)     235.83   (feet)  ADJUSTED  
 EJ0192  ___________________________________________________________________
 EJ0192  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EJ0192  DYNAMIC HT  -          71.812 (meters)     235.60  (feet)  COMP
 EJ0192  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 EJ0192
 EJ0192  VERT ORDER  -  SECOND    CLASS 0
 EJ0192
 EJ0192.The horizontal coordinates were scaled from a topographic map and have
 EJ0192.an estimated accuracy of +/- 6 seconds.
 EJ0192
 EJ0192.The orthometric height was determined by differential leveling
 EJ0192.and adjusted by the National Geodetic Survey in June 1991..
 EJ0192
 EJ0192.The geoid height was determined by GEOID03.
 EJ0192
 EJ0192.The dynamic height is computed by dividing the NAVD 88
 EJ0192.geopotential number by the normal gravity value computed on the
 EJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0192.degrees latitude (g = 980.6199 gals.).
 EJ0192
 EJ0192.The modeled gravity was interpolated from observed gravity values.
 EJ0192
 EJ0192;                    North         East    Units  Estimated Accuracy
 EJ0192;SPC AR S     -   621,190.      386,380.      MT  (+/- 180 meters Scaled)
 EJ0192
 EJ0192                          SUPERSEDED SURVEY CONTROL
 EJ0192
 EJ0192  NGVD 29 (??/??/92)   71.920  (m)          235.96   (f) ADJ UNCH    2 0
 EJ0192
 EJ0192.Superseded values are not recommended for survey control.
 EJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0192.See file dsdata.txt to determine how the superseded data were derived.
 EJ0192
 EJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU780357(NAD 83)
 EJ0192_MARKER: DB = BENCH MARK DISK
 EJ0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0192_SP_SET: CULVERT
 EJ0192_STAMPING: X 252 1940
 EJ0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0192
 EJ0192  HISTORY     - Date     Condition        Report By
 EJ0192  HISTORY     - 1940     MONUMENTED       CGS
 EJ0192  HISTORY     - 1989     GOOD             USPSQD
 EJ0192
 EJ0192                          STATION DESCRIPTION
 EJ0192
 EJ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0192'1.3 MI S FROM SCOTT.
 EJ0192'1.3 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM SCOTT, PULASKI COUNTY,
 EJ0192'1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO A SMALL WHITE CHURCH,
 EJ0192'0.5 MILE SOUTH ALONG A DIRT ROAD LEADING TO A LARGE GREEN HOUSE, 0.8
 EJ0192'MILE WEST ALONG A DIRT ROAD, 0.6 MILE SOUTH ALONG A ROAD PARALLELING
 EJ0192'THE LEVEE AND LEADING TO A FLOODGATE, 500 FEET SOUTH OF A POINT WHERE
 EJ0192'THE ROAD LEAVES THE LEVEE, 53 FEET EAST OF THE CENTERLINE OF THE
 EJ0192'LEVEE, AT THE FLOODGATE, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE
 EJ0192'CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED X 252 1940.
 EJ0192
 EJ0192                          STATION RECOVERY (1989)
 EJ0192
 EJ0192'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 EJ0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1104 ***********************************************************************
 FG1104  DESIGNATION -  X 253
 FG1104  PID         -  FG1104
 FG1104  STATE/COUNTY-  AR/LOGAN
 FG1104  USGS QUAD   -  NEW BLAINE (1993)
 FG1104
 FG1104                         *CURRENT SURVEY CONTROL
 FG1104  ___________________________________________________________________
 FG1104* NAD 83(1986)-  35 17 20.     (N)    093 25 13.     (W)     SCALED    
 FG1104* NAVD 88     -       106.535  (meters)     349.52   (feet)  ADJUSTED  
 FG1104  ___________________________________________________________________
 FG1104  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FG1104  DYNAMIC HT  -         106.434 (meters)     349.19  (feet)  COMP
 FG1104  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 FG1104
 FG1104  VERT ORDER  -  SECOND    CLASS 0
 FG1104
 FG1104.The horizontal coordinates were scaled from a topographic map and have
 FG1104.an estimated accuracy of +/- 6 seconds.
 FG1104
 FG1104.The orthometric height was determined by differential leveling
 FG1104.and adjusted by the National Geodetic Survey in June 1991..
 FG1104
 FG1104.The geoid height was determined by GEOID03.
 FG1104
 FG1104.The dynamic height is computed by dividing the NAVD 88
 FG1104.geopotential number by the normal gravity value computed on the
 FG1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1104.degrees latitude (g = 980.6199 gals.).
 FG1104
 FG1104.The modeled gravity was interpolated from observed gravity values.
 FG1104
 FG1104;                    North         East    Units  Estimated Accuracy
 FG1104;SPC AR N     -   106,940.      270,810.      MT  (+/- 180 meters Scaled)
 FG1104
 FG1104                          SUPERSEDED SURVEY CONTROL
 FG1104
 FG1104  NGVD 29 (??/??/92)  106.514  (m)          349.45   (f) ADJ UNCH    2 0
 FG1104
 FG1104.Superseded values are not recommended for survey control.
 FG1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1104.See file dsdata.txt to determine how the superseded data were derived.
 FG1104
 FG1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV617051(NAD 83)
 FG1104_MARKER: DB = BENCH MARK DISK
 FG1104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1104_SP_SET: BRIDGE
 FG1104_STAMPING: X 253 1940
 FG1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1104
 FG1104  HISTORY     - Date     Condition        Report By
 FG1104  HISTORY     - 1940     MONUMENTED       CGS
 FG1104  HISTORY     - 1959     GOOD             NGS
 FG1104  HISTORY     - 1966     GOOD             NGS
 FG1104  HISTORY     - 1987     GOOD             USPSQD
 FG1104
 FG1104                          STATION DESCRIPTION
 FG1104
 FG1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1104'IN NEW BLAINE.
 FG1104'AT NEW BLAINE, AT THE SOUTHWEST EDGE OF TOWN, ON STATE HIGHWAY 22, AT
 FG1104'THE NORTHEAST END OF A CONCRETE BRIDGE OVER LITTLE SHOAL CREEK, IN THE
 FG1104'SLOPING TOP OF THE NORTH WING WALL OF THE CONCRETE ABUTMENT, 16 FEET
 FG1104'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 6 INCHES BELOW
 FG1104'THE LEVEL OF THE HIGHWAY.  NOTE-- STATE HIGHWAY 22 WILL BE REBUILT
 FG1104'JUST SOUTH OF NEW BLAINE.
 FG1104
 FG1104                          STATION RECOVERY (1966)
 FG1104
 FG1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FG1104'RECOVERED IN GOOD CONDITION.
 FG1104
 FG1104                          STATION RECOVERY (1987)
 FG1104
 FG1104'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1226 ***********************************************************************
 FG1226  DESIGNATION -  X 254
 FG1226  PID         -  FG1226
 FG1226  STATE/COUNTY-  AR/LOGAN
 FG1226  USGS QUAD   -  PARIS (1993)
 FG1226
 FG1226                         *CURRENT SURVEY CONTROL
 FG1226  ___________________________________________________________________
 FG1226* NAD 83(1986)-  35 22 28.     (N)    093 39 58.     (W)     SCALED    
 FG1226* NAVD 88     -       107.246  (meters)     351.86   (feet)  ADJUSTED  
 FG1226  ___________________________________________________________________
 FG1226  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FG1226  DYNAMIC HT  -         107.146 (meters)     351.53  (feet)  COMP
 FG1226  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FG1226
 FG1226  VERT ORDER  -  SECOND    CLASS 0
 FG1226
 FG1226.The horizontal coordinates were scaled from a topographic map and have
 FG1226.an estimated accuracy of +/- 6 seconds.
 FG1226
 FG1226.The orthometric height was determined by differential leveling
 FG1226.and adjusted by the National Geodetic Survey in June 1991..
 FG1226
 FG1226.The geoid height was determined by GEOID03.
 FG1226
 FG1226.The dynamic height is computed by dividing the NAVD 88
 FG1226.geopotential number by the normal gravity value computed on the
 FG1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1226.degrees latitude (g = 980.6199 gals.).
 FG1226
 FG1226.The modeled gravity was interpolated from observed gravity values.
 FG1226
 FG1226;                    North         East    Units  Estimated Accuracy
 FG1226;SPC AR N     -   116,780.      248,620.      MT  (+/- 180 meters Scaled)
 FG1226
 FG1226                          SUPERSEDED SURVEY CONTROL
 FG1226
 FG1226  NGVD 29 (??/??/92)  107.20   (m)          351.7    (f) COMPUTED    2 0
 FG1226
 FG1226.Superseded values are not recommended for survey control.
 FG1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1226.See file dsdata.txt to determine how the superseded data were derived.
 FG1226
 FG1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV394147(NAD 83)
 FG1226_MARKER: DB = BENCH MARK DISK
 FG1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1226_STAMPING: X 254 1940
 FG1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1226+STABILITY: SURFACE MOTION
 FG1226
 FG1226  HISTORY     - Date     Condition        Report By
 FG1226  HISTORY     - 1940     MONUMENTED       CGS
 FG1226  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1226
 FG1226                          STATION DESCRIPTION
 FG1226
 FG1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FG1226'2.6 MI NE FROM KALAMAZOO.
 FG1226'TO REACH FROM KALAMAZOO, PROCEED SOUTHEASTERLY ON GRAVELED ROAD, GO
 FG1226'0.9 MILE.  HERE GRAVELED ROAD TURNS LEFT (NORTH), GO 0.7 MILE.  HERE
 FG1226'GRAVELED ROAD TURNS RIGHT (EAST), GO 0.3 MILE.  AT T-INTERSECTION THE
 FG1226'GRAVELED ROAD ENDS, CONTINUE STRAIGHT (EAST) ON DIRT ROAD, GO 0.7
 FG1226'MILE.  BENCH MARK IS ON THE JIM FRYER FARM.  38 YARDS SOUTHWEST OF
 FG1226'FORKS IN ROADS.  78 FEET NORTHWEST OF NORTHWEST CORNER OF A FARM
 FG1226'HOUSE.  36 FEET SOUTH OF CENTER LINE OF ROAD.  20 FEET SOUTH OF CORNER
 FG1226'POST TO CORRAL.  15 FEET NORTH OF A WATER PUMP.  9 FEET SOUTH OF
 FG1226'CENTER OF WOODEN GATE IS CORRAL FENCE.  1 FOOT EAST OF FENCE. MONUMENT
 FG1226'PROJECTS ABOUT 4 INCHES.  A 4 X 4 INCH WOODEN POST PAINTED WHITE
 FG1226'PROJECTING 15 INCHES IS 3 FEET AT 170 DEG MAGNETIC FROM THE BENCH
 FG1226'MARK.  NOTE-- THE FARMHOUSE IS GONE.
 FG1226
 FG1226                          STATION RECOVERY (1959)
 FG1226
 FG1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0199 ***********************************************************************
 FH0199  DESIGNATION -  X 256
 FH0199  PID         -  FH0199
 FH0199  STATE/COUNTY-  AR/SEBASTIAN
 FH0199  USGS QUAD   -  LAVACA (1997)
 FH0199
 FH0199                         *CURRENT SURVEY CONTROL
 FH0199  ___________________________________________________________________
 FH0199* NAD 83(1986)-  35 19 37.     (N)    094 14 16.     (W)     SCALED    
 FH0199* NAVD 88     -       127.336  (meters)     417.77   (feet)  ADJUSTED  
 FH0199  ___________________________________________________________________
 FH0199  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FH0199  DYNAMIC HT  -         127.216 (meters)     417.37  (feet)  COMP
 FH0199  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FH0199
 FH0199  VERT ORDER  -  SECOND    CLASS 0
 FH0199
 FH0199.The horizontal coordinates were scaled from a topographic map and have
 FH0199.an estimated accuracy of +/- 6 seconds.
 FH0199
 FH0199.The orthometric height was determined by differential leveling
 FH0199.and adjusted by the National Geodetic Survey in June 1991..
 FH0199
 FH0199.The geoid height was determined by GEOID03.
 FH0199
 FH0199.The dynamic height is computed by dividing the NAVD 88
 FH0199.geopotential number by the normal gravity value computed on the
 FH0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0199.degrees latitude (g = 980.6199 gals.).
 FH0199
 FH0199.The modeled gravity was interpolated from observed gravity values.
 FH0199
 FH0199;                    North         East    Units  Estimated Accuracy
 FH0199;SPC AR N     -   112,540.      196,560.      MT  (+/- 180 meters Scaled)
 FH0199
 FH0199                          SUPERSEDED SURVEY CONTROL
 FH0199
 FH0199  NGVD 29 (??/??/92)  127.237  (m)          417.44   (f) ADJ UNCH    2 0
 FH0199
 FH0199.Superseded values are not recommended for survey control.
 FH0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0199.See file dsdata.txt to determine how the superseded data were derived.
 FH0199
 FH0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV874100(NAD 83)
 FH0199_MARKER: DB = BENCH MARK DISK
 FH0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0199_STAMPING: X 256 1940
 FH0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0199+STABILITY: SURFACE MOTION
 FH0199
 FH0199  HISTORY     - Date     Condition        Report By
 FH0199  HISTORY     - 1940     MONUMENTED       CGS
 FH0199  HISTORY     - 1959     GOOD             NGS
 FH0199  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0199
 FH0199                          STATION DESCRIPTION
 FH0199
 FH0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0199'3.8 MI E FROM BARLING.
 FH0199'DESCRIPTION FURNISHED BY ARMY MAP SERVICE IN JULY 1948-- ABOUT
 FH0199'3 MILES NORTHEAST OF CAMP CHAFFEE ALONG THE OLD MILITARY ROAD,
 FH0199'30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 25 FEET SOUTH OF THE
 FH0199'SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD TRACK, 5 FEET NORTH OF
 FH0199'A RAILROAD FENCE, AND 4 FEET WEST OF A WHITE WOODEN WITNESS
 FH0199'POST.  TO REACH FROM THE MAIN GATE AT CAMP CHAFFEE GO NORTHEAST
 FH0199'ON STATE HIGHWAY 22 FOR 2.05 MILES TO A GRAVEL ROAD LEFT IN THE
 FH0199'VILLAGE OF CENTRAL, TURN LEFT AND GO NORTHEAST FOR 1.1 MILES.
 FH0199
 FH0199                          STATION RECOVERY (1984)
 FH0199
 FH0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0199'SEARCHED FOR AND NOT RECOVERED.  AN EXTENSIVE SEARCH WAS MADE IN THE
 FH0199'AREA, THE ONLY MEASUREMENTS THAT WE HAD WERE THE TRACKS AND THE
 FH0199'HIGHWAY, HAD NO CROSS MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1126 ***********************************************************************
 DL1126  DESIGNATION -  X 258
 DL1126  PID         -  DL1126
 DL1126  STATE/COUNTY-  AR/MILLER
 DL1126  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1126
 DL1126                         *CURRENT SURVEY CONTROL
 DL1126  ___________________________________________________________________
 DL1126* NAD 83(1986)-  33 10 32.     (N)    093 47 17.     (W)     SCALED    
 DL1126* NAVD 88     -        65.967  (meters)     216.43   (feet)  ADJUSTED  
 DL1126  ___________________________________________________________________
 DL1126  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DL1126  DYNAMIC HT  -          65.896 (meters)     216.19  (feet)  COMP
 DL1126  MODELED GRAV-     979,552.8   (mgal)                       NAVD 88
 DL1126
 DL1126  VERT ORDER  -  FIRST     CLASS I
 DL1126
 DL1126.The horizontal coordinates were scaled from a topographic map and have
 DL1126.an estimated accuracy of +/- 6 seconds.
 DL1126
 DL1126.The orthometric height was determined by differential leveling
 DL1126.and adjusted by the National Geodetic Survey in June 1991..
 DL1126
 DL1126.The geoid height was determined by GEOID03.
 DL1126
 DL1126.The dynamic height is computed by dividing the NAVD 88
 DL1126.geopotential number by the normal gravity value computed on the
 DL1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1126.degrees latitude (g = 980.6199 gals.).
 DL1126
 DL1126.The modeled gravity was interpolated from observed gravity values.
 DL1126
 DL1126;                    North         East    Units  Estimated Accuracy
 DL1126;SPC AR S     -   457,900.      233,240.      MT  (+/- 180 meters Scaled)
 DL1126
 DL1126                          SUPERSEDED SURVEY CONTROL
 DL1126
 DL1126  NGVD 29 (??/??/??)   65.995  (m)          216.52   (f) ADJUSTED    1 1
 DL1126
 DL1126.Superseded values are not recommended for survey control.
 DL1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1126.See file dsdata.txt to determine how the superseded data were derived.
 DL1126
 DL1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS265710(NAD 83)
 DL1126_MARKER: DB = BENCH MARK DISK
 DL1126_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1126_SP_SET: COPPER-CLAD STEEL ROD
 DL1126_STAMPING: X 258 1977
 DL1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1126
 DL1126  HISTORY     - Date     Condition        Report By
 DL1126  HISTORY     - 1977     MONUMENTED       NGS
 DL1126
 DL1126                          STATION DESCRIPTION
 DL1126
 DL1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1126'20.8 MI SW FROM GARLAND.
 DL1126'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1126'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG GRAVEL
 DL1126'ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG TOP OF
 DL1126'LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO A T
 DL1126'JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG GRAVEL ROAD
 DL1126'TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG GRAVEL ROAD TO A
 DL1126'T JUNCTION, THENCE 3.7 MILES EAST AND SOUTHERLY ALONG GRVEL ROAD
 DL1126'TO A T JUNCTION, THENCE 6.05 MILES SOUTH AND SOUTHWEST ALONG
 DL1126'GRAVEL ROAD TO A T JUNCTION, THENCE 0.45 MILE SOUTH ALONG
 DL1126'GRAVEL ROAD TO ABOUT THE CENTER OF AND THE OUTSIDE OF A CURVE,
 DL1126'104 FEET NORTHEAST OF THE NORTHWEST CORNER OF B.R. CUTCHALLS
 DL1126'HOUSE, 35 FEET WEST OF THE CENTER OF ROAD, 3 FEET NORTH OF A
 DL1126'POWER POLE, AND 9 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1098 ***********************************************************************
 DL1098  DESIGNATION -  X 259
 DL1098  PID         -  DL1098
 DL1098  STATE/COUNTY-  AR/MILLER
 DL1098  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1098
 DL1098                         *CURRENT SURVEY CONTROL
 DL1098  ___________________________________________________________________
 DL1098* NAD 83(1986)-  33 01 11.     (N)    093 51 12.     (W)     SCALED    
 DL1098* NAVD 88     -        71.424  (meters)     234.33   (feet)  ADJUSTED  
 DL1098  ___________________________________________________________________
 DL1098  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DL1098  DYNAMIC HT  -          71.346 (meters)     234.07  (feet)  COMP
 DL1098  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 DL1098
 DL1098  VERT ORDER  -  FIRST     CLASS I
 DL1098
 DL1098.The horizontal coordinates were scaled from a topographic map and have
 DL1098.an estimated accuracy of +/- 6 seconds.
 DL1098
 DL1098.The orthometric height was determined by differential leveling
 DL1098.and adjusted by the National Geodetic Survey in June 1991..
 DL1098
 DL1098.The geoid height was determined by GEOID03.
 DL1098
 DL1098.The dynamic height is computed by dividing the NAVD 88
 DL1098.geopotential number by the normal gravity value computed on the
 DL1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1098.degrees latitude (g = 980.6199 gals.).
 DL1098
 DL1098.The modeled gravity was interpolated from observed gravity values.
 DL1098
 DL1098;                    North         East    Units  Estimated Accuracy
 DL1098;SPC AR S     -   440,730.      226,840.      MT  (+/- 180 meters Scaled)
 DL1098
 DL1098                          SUPERSEDED SURVEY CONTROL
 DL1098
 DL1098  NGVD 29 (??/??/??)   71.463  (m)          234.46   (f) ADJUSTED    1 1
 DL1098
 DL1098.Superseded values are not recommended for survey control.
 DL1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1098.See file dsdata.txt to determine how the superseded data were derived.
 DL1098
 DL1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS203537(NAD 83)
 DL1098_MARKER: DB = BENCH MARK DISK
 DL1098_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1098_SP_SET: COPPER-CLAD STEEL ROD
 DL1098_STAMPING: X 259 1977
 DL1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1098
 DL1098  HISTORY     - Date     Condition        Report By
 DL1098  HISTORY     - 1977     MONUMENTED       NGS
 DL1098
 DL1098                          STATION DESCRIPTION
 DL1098
 DL1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1098'8.4 MI SE FROM DODDRIDGE.
 DL1098'2.1 MILES EAST ON STATE HIGHWAY 160 FROM THE INTERSECTION OF
 DL1098'U.S. HIGHWAY 71 AT DODDRIDGE TO A FORK, THENCE 0.2 MILE SOUTH
 DL1098'TO A FORK, THENCE 0.6 MILE SOUTH ON A GRAVEL ROAD TO A ROAD
 DL1098'LEADING WEST, CONTINUE SOUTHEAST 2.45 MILES TO A JUNCTION,
 DL1098'ABOUT 0.2 MILE NORTHEAST OF NEW HOPE CHURCH, THENCE 1.45 MILES
 DL1098'SOUTHEAST TO A SIDE ROAD LEADING WEST-SOUTHWEST, CONTINUE
 DL1098'SOUTHEAST ON MAIN ROAD FOR 0.4 MILE TO A Y JUNCTION, THENCE
 DL1098'1.2 MILES SOUTHWEST TO THE ARKANSAS AND LOUISIANA STATE LINE,
 DL1098'93 FEET NORTHWEST AND ACROSS ROAD FROM THE NORTHWEST CORNER
 DL1098'OF A SMALL HOUSE, 28 FEET WEST OF THE EXTENDED CENTER LINE
 DL1098'AND ACROSS WYNN ROAD FROM COLE ROAD, 21 FEET WEST OF CENTER
 DL1098'OF WYNN ROAD, 3 FEET NORTHWEST OF A FENCE CORNER,AND ABOUT
 DL1098'150 YARDS NORTHEAST OF A METAL CORRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0070 ***********************************************************************
 GG0070  DESIGNATION -  X 26
 GG0070  PID         -  GG0070
 GG0070  STATE/COUNTY-  AR/WASHINGTON
 GG0070  USGS QUAD   -  SPRINGDALE (1994)
 GG0070
 GG0070                         *CURRENT SURVEY CONTROL
 GG0070  ___________________________________________________________________
 GG0070* NAD 83(1986)-  36 11 19.     (N)    094 07 37.     (W)     SCALED    
 GG0070* NAVD 88     -       404.897  (meters)    1328.40   (feet)  ADJUSTED  
 GG0070  ___________________________________________________________________
 GG0070  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0070  DYNAMIC HT  -         404.536 (meters)    1327.22  (feet)  COMP
 GG0070  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 GG0070
 GG0070  VERT ORDER  -  FIRST     CLASS II
 GG0070
 GG0070.The horizontal coordinates were scaled from a topographic map and have
 GG0070.an estimated accuracy of +/- 6 seconds.
 GG0070
 GG0070.The orthometric height was determined by differential leveling
 GG0070.and adjusted by the National Geodetic Survey in June 1991..
 GG0070
 GG0070.The geoid height was determined by GEOID03.
 GG0070
 GG0070.The dynamic height is computed by dividing the NAVD 88
 GG0070.geopotential number by the normal gravity value computed on the
 GG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0070.degrees latitude (g = 980.6199 gals.).
 GG0070
 GG0070.The modeled gravity was interpolated from observed gravity values.
 GG0070
 GG0070;                    North         East    Units  Estimated Accuracy
 GG0070;SPC AR N     -   207,900.      208,700.      MT  (+/- 180 meters Scaled)
 GG0070
 GG0070                          SUPERSEDED SURVEY CONTROL
 GG0070
 GG0070  NGVD 29 (??/??/92)  404.763  (m)         1327.96   (f) ADJ UNCH    1 2
 GG0070
 GG0070.Superseded values are not recommended for survey control.
 GG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0070.See file dsdata.txt to determine how the superseded data were derived.
 GG0070
 GG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA986054(NAD 83)
 GG0070_MARKER: DB = BENCH MARK DISK
 GG0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0070_STAMPING: 1327.960 X 26 1932
 GG0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0070+STABILITY: SURFACE MOTION
 GG0070
 GG0070  HISTORY     - Date     Condition        Report By
 GG0070  HISTORY     - 1932     MONUMENTED       CGS
 GG0070  HISTORY     - 1960     GOOD             NGS
 GG0070  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0070  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0070
 GG0070                          STATION DESCRIPTION
 GG0070
 GG0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0070'AT SPRINGDALE.
 GG0070'AT SPRINGDALE, WASHINGTON COUNTY, 450 YARDS NORTH OF THE ST.
 GG0070'LOUIS-SAN FRANCISCO RAILWAY STATION, 34-1/2 POLES SOUTH OF
 GG0070'MILEPOST 342, 40 FEET WEST OF THE TRACK, AND 30 FEET SOUTH OF THE
 GG0070'NORTHEAST CORNER OF THE PROPERTY OF THE WELCH GRAPE JUICE CO.
 GG0070'A STANDARD DISK, STAMPED 1327.960 X 26 1932 AND SET IN THE TOP
 GG0070'OF A CONCRETE POST.
 GG0070
 GG0070                          STATION RECOVERY (1987)
 GG0070
 GG0070'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0070'MARK NOT FOUND.
 GG0070
 GG0070                          STATION RECOVERY (1989)
 GG0070
 GG0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1155 ***********************************************************************
 DL1155  DESIGNATION -  X 260
 DL1155  PID         -  DL1155
 DL1155  STATE/COUNTY-  AR/MILLER
 DL1155  USGS QUAD   -  BOYD HILL (1975)
 DL1155
 DL1155                         *CURRENT SURVEY CONTROL
 DL1155  ___________________________________________________________________
 DL1155* NAD 83(1986)-  33 24 39.     (N)    093 44 40.     (W)     SCALED    
 DL1155* NAVD 88     -        70.905  (meters)     232.63   (feet)  ADJUSTED  
 DL1155  ___________________________________________________________________
 DL1155  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DL1155  DYNAMIC HT  -          70.829 (meters)     232.38  (feet)  COMP
 DL1155  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 DL1155
 DL1155  VERT ORDER  -  FIRST     CLASS I
 DL1155
 DL1155.The horizontal coordinates were scaled from a topographic map and have
 DL1155.an estimated accuracy of +/- 6 seconds.
 DL1155
 DL1155.The orthometric height was determined by differential leveling
 DL1155.and adjusted by the National Geodetic Survey in June 1991..
 DL1155
 DL1155.The geoid height was determined by GEOID03.
 DL1155
 DL1155.The dynamic height is computed by dividing the NAVD 88
 DL1155.geopotential number by the normal gravity value computed on the
 DL1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1155.degrees latitude (g = 980.6199 gals.).
 DL1155
 DL1155.The modeled gravity was interpolated from observed gravity values.
 DL1155
 DL1155;                    North         East    Units  Estimated Accuracy
 DL1155;SPC AR S     -   483,920.      237,750.      MT  (+/- 180 meters Scaled)
 DL1155
 DL1155                          SUPERSEDED SURVEY CONTROL
 DL1155
 DL1155  NGVD 29 (??/??/??)   70.931  (m)          232.71   (f) ADJUSTED    1 1
 DL1155
 DL1155.Superseded values are not recommended for survey control.
 DL1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1155.See file dsdata.txt to determine how the superseded data were derived.
 DL1155
 DL1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS307970(NAD 83)
 DL1155_MARKER: DB = BENCH MARK DISK
 DL1155_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1155+WITH SETTING: INTO GROUND
 DL1155_SP_SET: METAL ROD WITH BASE PLATE
 DL1155_STAMPING: X 260 1977
 DL1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1155+STABILITY: SURFACE MOTION
 DL1155
 DL1155  HISTORY     - Date     Condition        Report By
 DL1155  HISTORY     - 1977     MONUMENTED       NGS
 DL1155
 DL1155                          STATION DESCRIPTION
 DL1155
 DL1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1155'IN BECK.
 DL1155'0.1 MILE NORTH ALONG STATE HIGHWAY 296 FROM THE JUNCTION OF US
 DL1155'HIGHWAY 82 AT BECK, 64 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 DL1155'MR. SINGLETARYS BRICK HOUSE, 113 FEET EAST OF THE CENTER OF STATE
 DL1155'HIGHWAY 296, 4 FEET EAST OF A POWERLINE POLE AND 3 FEET NORTH OF
 DL1155'A WOOD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0023 ***********************************************************************
 FH0023  DESIGNATION -  X 27
 FH0023  PID         -  FH0023
 FH0023  STATE/COUNTY-  AR/CRAWFORD
 FH0023  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0023
 FH0023                         *CURRENT SURVEY CONTROL
 FH0023  ___________________________________________________________________
 FH0023* NAD 83(1986)-  35 44 07.     (N)    094 09 02.     (W)     SCALED    
 FH0023* NAVD 88     -       371.478  (meters)    1218.76   (feet)  ADJUSTED  
 FH0023  ___________________________________________________________________
 FH0023  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FH0023  DYNAMIC HT  -         371.127 (meters)    1217.61  (feet)  COMP
 FH0023  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 FH0023
 FH0023  VERT ORDER  -  FIRST     CLASS II
 FH0023
 FH0023.The horizontal coordinates were scaled from a topographic map and have
 FH0023.an estimated accuracy of +/- 6 seconds.
 FH0023
 FH0023.The orthometric height was determined by differential leveling
 FH0023.and adjusted by the National Geodetic Survey in June 1991..
 FH0023
 FH0023.The geoid height was determined by GEOID03.
 FH0023
 FH0023.The dynamic height is computed by dividing the NAVD 88
 FH0023.geopotential number by the normal gravity value computed on the
 FH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0023.degrees latitude (g = 980.6199 gals.).
 FH0023
 FH0023.The modeled gravity was interpolated from observed gravity values.
 FH0023
 FH0023;                    North         East    Units  Estimated Accuracy
 FH0023;SPC AR N     -   157,660.      205,480.      MT  (+/- 180 meters Scaled)
 FH0023
 FH0023                          SUPERSEDED SURVEY CONTROL
 FH0023
 FH0023  NGVD 29 (??/??/92)  371.330  (m)         1218.27   (f) ADJ UNCH    1 2
 FH0023
 FH0023.Superseded values are not recommended for survey control.
 FH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0023.See file dsdata.txt to determine how the superseded data were derived.
 FH0023
 FH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV959551(NAD 83)
 FH0023_MARKER: DB = BENCH MARK DISK
 FH0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0023_SP_SET: CULVERT
 FH0023_STAMPING: 1218.272 X 27 1932
 FH0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0023
 FH0023  HISTORY     - Date     Condition        Report By
 FH0023  HISTORY     - 1932     MONUMENTED       CGS
 FH0023  HISTORY     - 1960     GOOD             NGS
 FH0023
 FH0023                          STATION DESCRIPTION
 FH0023
 FH0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0023'1.4 MI N FROM SCHABERG.
 FH0023'1.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0023'SCHABERG, CRAWFORD COUNTY, 26-1/2 POLES SOUTH OF MILEPOST 379,
 FH0023'ON THE WEST SIDE OF THE TRACK, AND IN THE TOP OF A CONCRETE
 FH0023'CULVERT.  A STANDARD DISK, STAMPED 1218.272 X 27 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0149 ***********************************************************************
 FH0149  DESIGNATION -  X 28
 FH0149  PID         -  FH0149
 FH0149  STATE/COUNTY-  AR/SEBASTIAN
 FH0149  USGS QUAD   -  FORT SMITH (1987)
 FH0149
 FH0149                         *CURRENT SURVEY CONTROL
 FH0149  ___________________________________________________________________
 FH0149* NAD 83(1986)-  35 23 20.     (N)    094 25 48.     (W)     SCALED    
 FH0149* NAVD 88     -       130.922  (meters)     429.53   (feet)  ADJUSTED  
 FH0149  ___________________________________________________________________
 FH0149  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FH0149  DYNAMIC HT  -         130.799 (meters)     429.13  (feet)  COMP
 FH0149  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FH0149
 FH0149  VERT ORDER  -  FIRST     CLASS II
 FH0149
 FH0149.The horizontal coordinates were scaled from a topographic map and have
 FH0149.an estimated accuracy of +/- 6 seconds.
 FH0149
 FH0149.The orthometric height was determined by differential leveling
 FH0149.and adjusted by the National Geodetic Survey in June 1991..
 FH0149
 FH0149.The geoid height was determined by GEOID03.
 FH0149
 FH0149.The dynamic height is computed by dividing the NAVD 88
 FH0149.geopotential number by the normal gravity value computed on the
 FH0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0149.degrees latitude (g = 980.6199 gals.).
 FH0149
 FH0149.The modeled gravity was interpolated from observed gravity values.
 FH0149
 FH0149;                    North         East    Units  Estimated Accuracy
 FH0149;SPC AR N     -   119,830.      179,260.      MT  (+/- 180 meters Scaled)
 FH0149
 FH0149                          SUPERSEDED SURVEY CONTROL
 FH0149
 FH0149.No superseded survey control is available for this station.
 FH0149
 FH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV701171(NAD 83)
 FH0149_MARKER: DB = BENCH MARK DISK
 FH0149_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FH0149_SP_SET: FOUNDATION
 FH0149_STAMPING: X 28 1932 429.235
 FH0149_MARK LOGO: CGS   
 FH0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0149+STABILITY: SURFACE MOTION
 FH0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0149+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 FH0149
 FH0149  HISTORY     - Date     Condition        Report By
 FH0149  HISTORY     - 1932     MONUMENTED       CGS
 FH0149  HISTORY     - 1959     GOOD             NGS
 FH0149  HISTORY     - 1984     GOOD             NGS
 FH0149  HISTORY     - 1987     GOOD             USPSQD
 FH0149  HISTORY     - 1987     GOOD             USPSQD
 FH0149  HISTORY     - 1988     GOOD             USPSQD
 FH0149  HISTORY     - 1989     GOOD             USPSQD
 FH0149  HISTORY     - 19891101 GOOD             NGS
 FH0149
 FH0149                          STATION DESCRIPTION
 FH0149
 FH0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0149'AT FORT SMITH.
 FH0149'AT FORT SMITH, SEBASTIAN COUNTY, AT THE ARKANSAS RIVER BRIDGE,
 FH0149'ON GARRISON STREET, IN THE FACE OF THE BUILDING OCCUPIED BY
 FH0149'THE GENERAL OFFICES OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 FH0149'3 FEET FROM THE SOUTHWEST CORNER, AND IN THE SECOND COURSE OF
 FH0149'STONE.  A STANDARD DISK, STAMPED 429.235 X 28 1932 AND SET
 FH0149'VERTICALLY.
 FH0149
 FH0149                          STATION RECOVERY (1984)
 FH0149
 FH0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0149'RECOVERED IN GOOD CONDITION, 0.4 KM (0.25 MI) WEST ALONG ROGERS AVENUE
 FH0149'FROM THE POST OFFICE.  NOTE, THE RAILROAD STATION IS NOW A RESTAURANT.
 FH0149'THE MARK IS 0.30 M ABOVE GROUND.
 FH0149
 FH0149                          STATION RECOVERY (1987)
 FH0149
 FH0149'RECOVERY NOTE BY US POWER SQUADRON 1987 (WGH)
 FH0149'RECOVERED IN GOOD CONDITION.
 FH0149
 FH0149                          STATION RECOVERY (1987)
 FH0149
 FH0149'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0149'RECOVERED IN GOOD CONDITION.
 FH0149
 FH0149                          STATION RECOVERY (1988)
 FH0149
 FH0149'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDM)
 FH0149'RECOVERED IN GOOD CONDITION.
 FH0149
 FH0149                          STATION RECOVERY (1989)
 FH0149
 FH0149'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FH0149'RECOVERED IN GOOD CONDITION.
 FH0149
 FH0149                          STATION RECOVERY (1989)
 FH0149
 FH0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1632 ***********************************************************************
 EJ1632  DESIGNATION -  X 287
 EJ1632  PID         -  EJ1632
 EJ1632  STATE/COUNTY-  AR/JEFFERSON
 EJ1632  USGS QUAD   -  REDFIELD (1984)
 EJ1632
 EJ1632                         *CURRENT SURVEY CONTROL
 EJ1632  ___________________________________________________________________
 EJ1632* NAD 83(1986)-  34 27 45.     (N)    092 12 05.     (W)     SCALED    
 EJ1632* NAVD 88     -        84.672  (meters)     277.79   (feet)  ADJUSTED  
 EJ1632  ___________________________________________________________________
 EJ1632  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EJ1632  DYNAMIC HT  -          84.592 (meters)     277.53  (feet)  COMP
 EJ1632  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 EJ1632
 EJ1632  VERT ORDER  -  FIRST     CLASS II
 EJ1632
 EJ1632.The horizontal coordinates were scaled from a topographic map and have
 EJ1632.an estimated accuracy of +/- 6 seconds.
 EJ1632
 EJ1632.The orthometric height was determined by differential leveling
 EJ1632.and adjusted by the National Geodetic Survey in June 1991..
 EJ1632
 EJ1632.The geoid height was determined by GEOID03.
 EJ1632
 EJ1632.The dynamic height is computed by dividing the NAVD 88
 EJ1632.geopotential number by the normal gravity value computed on the
 EJ1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1632.degrees latitude (g = 980.6199 gals.).
 EJ1632
 EJ1632.The modeled gravity was interpolated from observed gravity values.
 EJ1632
 EJ1632;                    North         East    Units  Estimated Accuracy
 EJ1632;SPC AR S     -   599,200.      381,500.      MT  (+/- 180 meters Scaled)
 EJ1632
 EJ1632                          SUPERSEDED SURVEY CONTROL
 EJ1632
 EJ1632.No superseded survey control is available for this station.
 EJ1632
 EJ1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU733137(NAD 83)
 EJ1632_MARKER: I = METAL ROD
 EJ1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1632_SP_SET: STAINLESS STEEL ROD
 EJ1632_STAMPING: X 287 1984
 EJ1632_MARK LOGO: NGS   
 EJ1632_PROJECTION: FLUSH
 EJ1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1632_ROD/PIPE-DEPTH: 11.0 meters
 EJ1632
 EJ1632  HISTORY     - Date     Condition        Report By
 EJ1632  HISTORY     - 1984     MONUMENTED       NGS
 EJ1632  HISTORY     - 1988     GOOD             USPSQD
 EJ1632  HISTORY     - 1989     GOOD             USPSQD
 EJ1632  HISTORY     - 1990     GOOD             USPSQD
 EJ1632
 EJ1632                          STATION DESCRIPTION
 EJ1632
 EJ1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1632'3.0 KM (1.9 MI) NW FROM REDFIELD.
 EJ1632'0.2 KM (0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET FROM THE POST
 EJ1632'OFFICE IN REDFIELD, THENCE 0.2 KM (0.15 MI) SOUTHWEST ALONG SHERIDAN
 EJ1632'ROAD, THENCE 2.6 KM (1.65 MI) NORTHWEST ALONG STATE HIGHWAY 365 AT A
 EJ1632'FIELD ENTRANCE LEADING EAST, 4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY
 EJ1632'365 FROM THE POST OFFICE IN HENSLEY, 12.31 METERS (40.4 FT) NORTHEAST
 EJ1632'OF THE CENTER LINE OF THE HIGHWAY, 4.26 METERS (14.0 FT) NORTH OF THE
 EJ1632'CENTER OF THE FIELD ENTRANCE ROAD, 30.87 METERS (101.3 FT) NORTHEAST
 EJ1632'AND ACROSS THE HIGHWAY FROM A POWER LINE POLE WITH A WHITE
 EJ1632'TRANSFORMER, 9.60 METERS (31.5 FT) NORTHWEST OF A POWER LINE POLE,
 EJ1632'15.39 METERS (50.5 FT) SOUTHEAST OF THE CENTER OF A PRIVATE DRIVEWAY,
 EJ1632'1.52 METERS (5.0 FT) NORTHWEST OF A CORNER FENCE POST, AND 0.30 METERS
 EJ1632'(1.0 FT) SOUTHWEST OF A FENCE AROUND A YARD.  NOTE, EXCEEDED DRIVING
 EJ1632'RATE AND ANCHORED.
 EJ1632'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 EJ1632'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1632
 EJ1632                          STATION RECOVERY (1988)
 EJ1632
 EJ1632'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1632'RECOVERED IN GOOD CONDITION.
 EJ1632
 EJ1632                          STATION RECOVERY (1989)
 EJ1632
 EJ1632'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1632'RECOVERED IN GOOD CONDITION.
 EJ1632
 EJ1632                          STATION RECOVERY (1990)
 EJ1632
 EJ1632'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2574 ***********************************************************************
 EH2574  DESIGNATION -  X 288
 EH2574  PID         -  EH2574
 EH2574  STATE/COUNTY-  AR/JEFFERSON
 EH2574  USGS QUAD   -  LADD (1975)
 EH2574
 EH2574                         *CURRENT SURVEY CONTROL
 EH2574  ___________________________________________________________________
 EH2574* NAD 83(1986)-  34 13 26.     (N)    091 59 25.     (W)     SCALED    
 EH2574* NAVD 88     -        64.523  (meters)     211.69   (feet)  ADJUSTED  
 EH2574  ___________________________________________________________________
 EH2574  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH2574  DYNAMIC HT  -          64.461 (meters)     211.49  (feet)  COMP
 EH2574  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 EH2574
 EH2574  VERT ORDER  -  FIRST     CLASS II
 EH2574
 EH2574.The horizontal coordinates were scaled from a topographic map and have
 EH2574.an estimated accuracy of +/- 6 seconds.
 EH2574
 EH2574.The orthometric height was determined by differential leveling
 EH2574.and adjusted by the National Geodetic Survey in June 1991..
 EH2574
 EH2574.The geoid height was determined by GEOID03.
 EH2574
 EH2574.The dynamic height is computed by dividing the NAVD 88
 EH2574.geopotential number by the normal gravity value computed on the
 EH2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2574.degrees latitude (g = 980.6199 gals.).
 EH2574
 EH2574.The modeled gravity was interpolated from observed gravity values.
 EH2574
 EH2574;                    North         East    Units  Estimated Accuracy
 EH2574;SPC AR S     -   572,720.      400,900.      MT  (+/- 180 meters Scaled)
 EH2574
 EH2574                          SUPERSEDED SURVEY CONTROL
 EH2574
 EH2574.No superseded survey control is available for this station.
 EH2574
 EH2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT930874(NAD 83)
 EH2574_MARKER: I = METAL ROD
 EH2574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2574_SP_SET: STAINLESS STEEL ROD
 EH2574_STAMPING: X 288 1984
 EH2574_MARK LOGO: NGS   
 EH2574_PROJECTION: FLUSH
 EH2574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2574_ROD/PIPE-DEPTH: 8.53 meters
 EH2574
 EH2574  HISTORY     - Date     Condition        Report By
 EH2574  HISTORY     - 1984     MONUMENTED       NGS
 EH2574  HISTORY     - 1988     GOOD             USPSQD
 EH2574  HISTORY     - 1988     GOOD             USPSQD
 EH2574  HISTORY     - 1989     GOOD             USPSQD
 EH2574  HISTORY     - 1989     GOOD             USPSQD
 EH2574  HISTORY     - 1990     GOOD             USPSQD
 EH2574
 EH2574                          STATION DESCRIPTION
 EH2574
 EH2574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2574'IN PINE BLUFF.
 EH2574'IN PINE BLUFF, 0.2 KM SOUTH ALONG STATE STREET FROM THE UNION STATION
 EH2574'RESTAURANT (OLD UNION STATION), THENCE 1.0 KM (0.65 MI) EAST ALONG
 EH2574'SIXTH STREET, SET NEAR THE FLAGPOLE AT THE FIRST WARD SCHOOL,
 EH2574'10.97 METERS (36.0 FT) NORTH OF THE CENTER OF FIFTH STREET,
 EH2574'9.14 METERS (30.0 FT) WEST OF THE CENTER OF A SIDEWALK LEADING TO THE
 EH2574'SOUTH ENTRANCE OF THE SCHOOL, 7.62 METERS (25.0 FT) NORTHWEST OF A
 EH2574'POWER LINE POLE, 5.33 METERS (17.5 FT) NORTHEAST OF THE SOUTHEAST
 EH2574'CORNER OF A SECURITY FENCE, AND 0.45 METERS (1.5 FT) SOUTH OF THE
 EH2574'FLAGPOLE.  NOTE, ROD EXCEEDED DRIVING RATE OF ONE FOOT PER MINUTE.
 EH2574'THE MARK IS 0.3 M ABOVE FIFTH STREET.
 EH2574
 EH2574                          STATION RECOVERY (1988)
 EH2574
 EH2574'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAR)
 EH2574'RECOVERED IN GOOD CONDITION.
 EH2574
 EH2574                          STATION RECOVERY (1988)
 EH2574
 EH2574'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2574'RECOVERED IN GOOD CONDITION.
 EH2574
 EH2574                          STATION RECOVERY (1989)
 EH2574
 EH2574'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2574'RECOVERED IN GOOD CONDITION.
 EH2574
 EH2574                          STATION RECOVERY (1989)
 EH2574
 EH2574'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EH2574'RECOVERED IN GOOD CONDITION.
 EH2574
 EH2574                          STATION RECOVERY (1990)
 EH2574
 EH2574'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2591 ***********************************************************************
 EH2591  DESIGNATION -  X 289
 EH2591  PID         -  EH2591
 EH2591  STATE/COUNTY-  AR/JEFFERSON
 EH2591  USGS QUAD   -  GRADY (1975)
 EH2591
 EH2591                         *CURRENT SURVEY CONTROL
 EH2591  ___________________________________________________________________
 EH2591* NAD 83(1986)-  34 05 44.     (N)    091 43 52.     (W)     SCALED    
 EH2591* NAVD 88     -        56.157  (meters)     184.24   (feet)  ADJUSTED  
 EH2591  ___________________________________________________________________
 EH2591  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH2591  DYNAMIC HT  -          56.102 (meters)     184.06  (feet)  COMP
 EH2591  MODELED GRAV-     979,660.3   (mgal)                       NAVD 88
 EH2591
 EH2591  VERT ORDER  -  FIRST     CLASS II
 EH2591
 EH2591.The horizontal coordinates were scaled from a topographic map and have
 EH2591.an estimated accuracy of +/- 6 seconds.
 EH2591
 EH2591.The orthometric height was determined by differential leveling
 EH2591.and adjusted by the National Geodetic Survey in June 1991..
 EH2591
 EH2591.The geoid height was determined by GEOID03.
 EH2591
 EH2591.The dynamic height is computed by dividing the NAVD 88
 EH2591.geopotential number by the normal gravity value computed on the
 EH2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2591.degrees latitude (g = 980.6199 gals.).
 EH2591
 EH2591.The modeled gravity was interpolated from observed gravity values.
 EH2591
 EH2591;                    North         East    Units  Estimated Accuracy
 EH2591;SPC AR S     -   558,510.      424,810.      MT  (+/- 180 meters Scaled)
 EH2591
 EH2591                          SUPERSEDED SURVEY CONTROL
 EH2591
 EH2591.No superseded survey control is available for this station.
 EH2591
 EH2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT170734(NAD 83)
 EH2591_MARKER: I = METAL ROD
 EH2591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2591_SP_SET: STAINLESS STEEL ROD
 EH2591_STAMPING: X 289 1984
 EH2591_MARK LOGO: NGS   
 EH2591_PROJECTION: FLUSH
 EH2591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2591_ROD/PIPE-DEPTH: 12.2 meters
 EH2591
 EH2591  HISTORY     - Date     Condition        Report By
 EH2591  HISTORY     - 1984     MONUMENTED       NGS
 EH2591  HISTORY     - 1988     GOOD             USPSQD
 EH2591  HISTORY     - 1989     GOOD             USPSQD
 EH2591  HISTORY     - 1990     GOOD             USPSQD
 EH2591  HISTORY     - 19980801 GOOD             NRCS
 EH2591
 EH2591                          STATION DESCRIPTION
 EH2591
 EH2591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2591'3.3 KM (2.05 MI) NW FROM GRADY.
 EH2591'3.3 KM (2.05 MI) NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2591'IN GRADY, AT THE GRADY MISSOURI PACIFIC RAILROAD SIGNAL BUILDING,
 EH2591'25.14 METERS (82.5 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 EH2591'3.20 METERS (10.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD,
 EH2591'2.86 METERS (9.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE METAL
 EH2591'SIGNAL BUILDING, AND 0.91 METERS (3.0 FT) NORTH OF THE NORTH EDGE OF A
 EH2591'ROUND CONCRETE SEMAPHORE BASE.  NOTE, DRIVING RATE EXCEEDED, ROD
 EH2591'ANCHORED.
 EH2591'THE MARK IS 0.40 METERS  SE FROM A WITNESS POST.
 EH2591'THE MARK IS 0.60 M BELOW TRACKS.
 EH2591
 EH2591                          STATION RECOVERY (1988)
 EH2591
 EH2591'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2591'RECOVERED IN GOOD CONDITION.
 EH2591
 EH2591                          STATION RECOVERY (1989)
 EH2591
 EH2591'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2591'RECOVERED IN GOOD CONDITION.
 EH2591
 EH2591                          STATION RECOVERY (1990)
 EH2591
 EH2591'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2591'RECOVERED IN GOOD CONDITION.
 EH2591
 EH2591                          STATION RECOVERY (1998)
 EH2591
 EH2591'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH2591'RECOVERED IN GOOD CONDITION.  AT METAL SWITCH HOWE NAMED GRADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1206 ***********************************************************************
 FG1206  DESIGNATION -  X 29
 FG1206  PID         -  FG1206
 FG1206  STATE/COUNTY-  AR/JOHNSON
 FG1206  USGS QUAD   -  COAL HILL (1993)
 FG1206
 FG1206                         *CURRENT SURVEY CONTROL
 FG1206  ___________________________________________________________________
 FG1206* NAD 83(1986)-  35 26 09.     (N)    093 40 13.     (W)     SCALED    
 FG1206* NAVD 88     -       143.468  (meters)     470.69   (feet)  ADJUSTED  
 FG1206  ___________________________________________________________________
 FG1206  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FG1206  DYNAMIC HT  -         143.335 (meters)     470.26  (feet)  COMP
 FG1206  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FG1206
 FG1206  VERT ORDER  -  FIRST     CLASS II
 FG1206
 FG1206.The horizontal coordinates were scaled from a topographic map and have
 FG1206.an estimated accuracy of +/- 6 seconds.
 FG1206
 FG1206.The orthometric height was determined by differential leveling
 FG1206.and adjusted by the National Geodetic Survey in June 1991..
 FG1206
 FG1206.The geoid height was determined by GEOID03.
 FG1206
 FG1206.The dynamic height is computed by dividing the NAVD 88
 FG1206.geopotential number by the normal gravity value computed on the
 FG1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1206.degrees latitude (g = 980.6199 gals.).
 FG1206
 FG1206.The modeled gravity was interpolated from observed gravity values.
 FG1206
 FG1206;                    North         East    Units  Estimated Accuracy
 FG1206;SPC AR N     -   123,600.      248,350.      MT  (+/- 180 meters Scaled)
 FG1206
 FG1206                          SUPERSEDED SURVEY CONTROL
 FG1206
 FG1206  NGVD 29 (??/??/92)  143.431  (m)          470.57   (f) ADJ UNCH    1 2
 FG1206
 FG1206.Superseded values are not recommended for survey control.
 FG1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1206.See file dsdata.txt to determine how the superseded data were derived.
 FG1206
 FG1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV391215(NAD 83)
 FG1206_MARKER: DB = BENCH MARK DISK
 FG1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1206_MARK LOGO: CGS   
 FG1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1206+STABILITY: SURFACE MOTION
 FG1206
 FG1206  HISTORY     - Date     Condition        Report By
 FG1206  HISTORY     - UNK      MONUMENTED       CGS
 FG1206  HISTORY     - 1961     GOOD             USGS
 FG1206  HISTORY     - 1984     GOOD             NGS
 FG1206  HISTORY     - 1987     GOOD             USPSQD
 FG1206  HISTORY     - 1988     GOOD             USPSQD
 FG1206  HISTORY     - 1989     GOOD             USPSQD
 FG1206  HISTORY     - 1989     GOOD             USPSQD
 FG1206
 FG1206                          STATION DESCRIPTION
 FG1206
 FG1206'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FG1206'IN COAL HILL.
 FG1206'AT COAL HILL, 220 FEET SOUTH AND 470 FEET EAST OF CHURCH OF CHRIST
 FG1206'BUILDING, AND 28 FEET SOUTH OF AN EAST-WEST STREET.
 FG1206
 FG1206                          STATION RECOVERY (1984)
 FG1206
 FG1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1206'RECOVERED GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN COAL HILL,
 FG1206'0.2 KM (0.1 MI) SOUTH ALONG A PAVED STREET FROM THE POST OFFICE AND
 FG1206'U.S. HIGHWAY 64, THENCE 0.4 KM (0.25 MI) EAST ALONG A PAVED STREET AT
 FG1206'A POWERLINE POLE WITH A TRANSFORMER AND STREET LIGHT ATTACHED ON THE
 FG1206'SOUTH SIDE OF THE STREET, 8.68 KM (28.5 FT) SOUTH OF THE CENTERLINE OF
 FG1206'THE PAVED STREET, 3.50 METERS (11.5 FT) SOUTH-SOUTHEAST OF THE
 FG1206'POWERLINE POLE WITH THE TRANSFORMER AND STREET LIGHT ATTACHED,
 FG1206'2.95 METERS (9.7 FT) SOUTHEAST OF A FENCE CORNER, AND 2.43 METERS
 FG1206'(8.0 FT) EAST OF A NORTH-SOUTH FENCE.
 FG1206'THE MARK IS 0.2 M BELOW PAVED STREET.
 FG1206
 FG1206                          STATION RECOVERY (1987)
 FG1206
 FG1206'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1206'RECOVERED IN GOOD CONDITION.
 FG1206
 FG1206                          STATION RECOVERY (1988)
 FG1206
 FG1206'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1206'RECOVERED IN GOOD CONDITION.
 FG1206
 FG1206                          STATION RECOVERY (1989)
 FG1206
 FG1206'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1206'RECOVERED IN GOOD CONDITION.
 FG1206
 FG1206                          STATION RECOVERY (1989)
 FG1206
 FG1206'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1680 ***********************************************************************
 EJ1680  DESIGNATION -  X 290
 EJ1680  PID         -  EJ1680
 EJ1680  STATE/COUNTY-  AR/FAULKNER
 EJ1680  USGS QUAD   -  MAYFLOWER (1987)
 EJ1680
 EJ1680                         *CURRENT SURVEY CONTROL
 EJ1680  ___________________________________________________________________
 EJ1680* NAD 83(1986)-  34 58 57.     (N)    092 25 08.     (W)     SCALED    
 EJ1680* NAVD 88     -        83.198  (meters)     272.96   (feet)  ADJUSTED  
 EJ1680  ___________________________________________________________________
 EJ1680  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EJ1680  DYNAMIC HT  -          83.120 (meters)     272.70  (feet)  COMP
 EJ1680  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 EJ1680
 EJ1680  VERT ORDER  -  FIRST     CLASS II
 EJ1680
 EJ1680.The horizontal coordinates were scaled from a topographic map and have
 EJ1680.an estimated accuracy of +/- 6 seconds.
 EJ1680
 EJ1680.The orthometric height was determined by differential leveling
 EJ1680.and adjusted by the National Geodetic Survey in June 1991..
 EJ1680
 EJ1680.The geoid height was determined by GEOID03.
 EJ1680
 EJ1680.The dynamic height is computed by dividing the NAVD 88
 EJ1680.geopotential number by the normal gravity value computed on the
 EJ1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1680.degrees latitude (g = 980.6199 gals.).
 EJ1680
 EJ1680.The modeled gravity was interpolated from observed gravity values.
 EJ1680
 EJ1680;                    North         East    Units  Estimated Accuracy
 EJ1680;SPC AR N     -    72,100.      361,750.      MT  (+/- 180 meters Scaled)
 EJ1680
 EJ1680                          SUPERSEDED SURVEY CONTROL
 EJ1680
 EJ1680  NGVD 29 (06/07/95)   83.246  (m)          273.12   (f) ADJUSTED    1 2
 EJ1680
 EJ1680.Superseded values are not recommended for survey control.
 EJ1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1680.See file dsdata.txt to determine how the superseded data were derived.
 EJ1680
 EJ1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU530712(NAD 83)
 EJ1680_MARKER: I = METAL ROD
 EJ1680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1680_SP_SET: STAINLESS STEEL ROD
 EJ1680_STAMPING: X 290 1984
 EJ1680_MARK LOGO: NGS   
 EJ1680_PROJECTION: RECESSED 5 CENTIMETERS
 EJ1680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1680+STABILITY: POSITION/ELEVATION WELL
 EJ1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1680+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 EJ1680_ROD/PIPE-DEPTH: 4.82 meters
 EJ1680
 EJ1680  HISTORY     - Date     Condition        Report By
 EJ1680  HISTORY     - 1984     MONUMENTED       NGS
 EJ1680  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ1680  HISTORY     - 1989     GOOD             USPSQD
 EJ1680  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1680  HISTORY     - 1990     GOOD             USPSQD
 EJ1680  HISTORY     - 20020717 GOOD             USACE
 EJ1680
 EJ1680                          STATION DESCRIPTION
 EJ1680
 EJ1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1680'3.1 KM (1.9 MI) NORTH FROM MAYFLOWER.
 EJ1680'3.1 KM (1.9 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1680'MAYFLOWER TO AN ASPHALT ROAD LEADING EAST AND A RED BRICK BUILDING AND
 EJ1680'THE MARK ON THE RIGHT, 21.92 METERS (71.9 FT) EAST OF THE CENTERLINE
 EJ1680'OF THE HIGHWAY, 27.80 METERS (91.2 FT) SOUTH OF THE APPROXIMATE CENTER
 EJ1680'OF AN ASPHALT ROAD LEADING EAST, 21.31 METERS (69.9 FT) NORTH OF THE
 EJ1680'APPROXIMATE CENTER OF THE DRIVEWAY TO THE BRICK BUILDING, AND
 EJ1680'0.91 METERS (3.0 FT) WEST OF THE NORTHWEST CORNER OF THE BUILDING.
 EJ1680'NOTE, THE ROD WAS DRIVEN TO REFUSAL AND BELIEVED TO BE IN ROCK.
 EJ1680'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EJ1680
 EJ1680                          STATION RECOVERY (1988)
 EJ1680
 EJ1680'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1680'MARK NOT FOUND.
 EJ1680
 EJ1680                          STATION RECOVERY (1989)
 EJ1680
 EJ1680'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 EJ1680'RECOVERED IN GOOD CONDITION.
 EJ1680
 EJ1680                          STATION RECOVERY (1989)
 EJ1680
 EJ1680'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1680'MARK NOT FOUND.
 EJ1680
 EJ1680                          STATION RECOVERY (1990)
 EJ1680
 EJ1680'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EJ1680'RECOVERED IN GOOD CONDITION.
 EJ1680
 EJ1680                          STATION RECOVERY (2002)
 EJ1680
 EJ1680'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 EJ1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1559 ***********************************************************************
 FG1559  DESIGNATION -  X 291
 FG1559  PID         -  FG1559
 FG1559  STATE/COUNTY-  AR/CONWAY
 FG1559  USGS QUAD   -  MORRILTON WEST (1991)
 FG1559
 FG1559                         *CURRENT SURVEY CONTROL
 FG1559  ___________________________________________________________________
 FG1559* NAD 83(1986)-  35 09 19.     (N)    092 45 14.     (W)     SCALED    
 FG1559* NAVD 88     -       107.400  (meters)     352.36   (feet)  ADJUSTED  
 FG1559  ___________________________________________________________________
 FG1559  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FG1559  DYNAMIC HT  -         107.298 (meters)     352.03  (feet)  COMP
 FG1559  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FG1559
 FG1559  VERT ORDER  -  FIRST     CLASS II
 FG1559
 FG1559.The horizontal coordinates were scaled from a topographic map and have
 FG1559.an estimated accuracy of +/- 6 seconds.
 FG1559
 FG1559.The orthometric height was determined by differential leveling
 FG1559.and adjusted by the National Geodetic Survey in June 1991..
 FG1559
 FG1559.The geoid height was determined by GEOID03.
 FG1559
 FG1559.The dynamic height is computed by dividing the NAVD 88
 FG1559.geopotential number by the normal gravity value computed on the
 FG1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1559.degrees latitude (g = 980.6199 gals.).
 FG1559
 FG1559.The modeled gravity was interpolated from observed gravity values.
 FG1559
 FG1559;                    North         East    Units  Estimated Accuracy
 FG1559;SPC AR N     -    91,450.      331,310.      MT  (+/- 180 meters Scaled)
 FG1559
 FG1559                          SUPERSEDED SURVEY CONTROL
 FG1559
 FG1559.No superseded survey control is available for this station.
 FG1559
 FG1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU224902(NAD 83)
 FG1559_MARKER: I = METAL ROD
 FG1559_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1559+WITH SETTING: INFORMATION.
 FG1559_SP_SET: SHALLOW SET METAL ROD
 FG1559_STAMPING: X 291 1984
 FG1559_MARK LOGO: NGS   
 FG1559_PROJECTION: RECESSED 2 CENTIMETERS
 FG1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1559_ROD/PIPE-DEPTH: 1.83 meters
 FG1559
 FG1559  HISTORY     - Date     Condition        Report By
 FG1559  HISTORY     - 1984     MONUMENTED       NGS
 FG1559  HISTORY     - 1987     GOOD             USPSQD
 FG1559  HISTORY     - 1988     GOOD             USPSQD
 FG1559  HISTORY     - 1989     GOOD             USPSQD
 FG1559  HISTORY     - 1989     GOOD             USPSQD
 FG1559  HISTORY     - 19970319 GOOD             USPSQD
 FG1559
 FG1559                          STATION DESCRIPTION
 FG1559
 FG1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1559'IN MORRILTON.
 FG1559'IN MORRILTON, AT THE JUNCTION OF U.S. HIGHWAY 64 (BROADWAY STREET) AND
 FG1559'CEDAR STREET WHICH IS 0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET
 FG1559'FROM THE POST OFFICE, THENCE 0.9 KM (0.55 MI) WEST ALONG U.S. HIGHWAY
 FG1559'64 TO THE MARK IN THE NORTHWEST TANGENT OF THE INTERSECTION,
 FG1559'35.48 METERS (116.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FG1559'17.89 METERS (58.7 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FG1559'LARGE TIN BUILDING (AT PRESENT A STORAGE SHED FOR QUALITY BUILDING
 FG1559'MATERIALS INC.), 9.78 METERS (32.1 FT) NORTH OF A FIRE HYDRANT,
 FG1559'6.89 METERS (22.6 FT) WEST OF THE APPROXIMATE CENTER OF CEDAR STREET,
 FG1559'AND 0.21 METERS (0.7 FT) EAST OF A RED BRICK WALL MARKING THE RIGHT OF
 FG1559'WAY.  NOTE, THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FG1559'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FG1559'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FG1559
 FG1559                          STATION RECOVERY (1987)
 FG1559
 FG1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1559'RECOVERED IN GOOD CONDITION.
 FG1559
 FG1559                          STATION RECOVERY (1988)
 FG1559
 FG1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1559'RECOVERED IN GOOD CONDITION.
 FG1559
 FG1559                          STATION RECOVERY (1989)
 FG1559
 FG1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1559'RECOVERED IN GOOD CONDITION.
 FG1559
 FG1559                          STATION RECOVERY (1989)
 FG1559
 FG1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1559'RECOVERED IN GOOD CONDITION.
 FG1559
 FG1559                          STATION RECOVERY (1997)
 FG1559
 FG1559'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1597 ***********************************************************************
 FG1597  DESIGNATION -  X 292
 FG1597  PID         -  FG1597
 FG1597  STATE/COUNTY-  AR/POPE
 FG1597  USGS QUAD   -  RUSSELLVILLE WEST (1993)
 FG1597
 FG1597                         *CURRENT SURVEY CONTROL
 FG1597  ___________________________________________________________________
 FG1597* NAD 83(1986)-  35 19 43.     (N)    093 14 04.     (W)     SCALED    
 FG1597* NAVD 88     -       124.138  (meters)     407.28   (feet)  ADJUSTED  
 FG1597  ___________________________________________________________________
 FG1597  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FG1597  DYNAMIC HT  -         124.020 (meters)     406.89  (feet)  COMP
 FG1597  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FG1597
 FG1597  VERT ORDER  -  FIRST     CLASS II
 FG1597
 FG1597.The horizontal coordinates were scaled from a topographic map and have
 FG1597.an estimated accuracy of +/- 6 seconds.
 FG1597
 FG1597.The orthometric height was determined by differential leveling
 FG1597.and adjusted by the National Geodetic Survey in June 1991..
 FG1597
 FG1597.The geoid height was determined by GEOID03.
 FG1597
 FG1597.The dynamic height is computed by dividing the NAVD 88
 FG1597.geopotential number by the normal gravity value computed on the
 FG1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1597.degrees latitude (g = 980.6199 gals.).
 FG1597
 FG1597.The modeled gravity was interpolated from observed gravity values.
 FG1597
 FG1597;                    North         East    Units  Estimated Accuracy
 FG1597;SPC AR N     -   111,120.      287,770.      MT  (+/- 180 meters Scaled)
 FG1597
 FG1597                          SUPERSEDED SURVEY CONTROL
 FG1597
 FG1597.No superseded survey control is available for this station.
 FG1597
 FG1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV786095(NAD 83)
 FG1597_MARKER: I = METAL ROD
 FG1597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1597_SP_SET: STAINLESS STEEL ROD
 FG1597_STAMPING: X 292 1984
 FG1597_MARK LOGO: NGS   
 FG1597_PROJECTION: RECESSED 10 CENTIMETERS
 FG1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1597+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 FG1597_ROD/PIPE-DEPTH: 3.78 meters
 FG1597
 FG1597  HISTORY     - Date     Condition        Report By
 FG1597  HISTORY     - 1984     MONUMENTED       NGS
 FG1597  HISTORY     - 1987     GOOD             USPSQD
 FG1597  HISTORY     - 1987     GOOD             USPSQD
 FG1597  HISTORY     - 1988     GOOD             USPSQD
 FG1597  HISTORY     - 1989     GOOD             USPSQD
 FG1597  HISTORY     - 1990     GOOD             USPSQD
 FG1597  HISTORY     - 20050527 GOOD             GEOCAC
 FG1597
 FG1597                          STATION DESCRIPTION
 FG1597
 FG1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1597'2.1 KM (1.35 MI) EAST FROM LONDON.
 FG1597'2.1 KM (1.35 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1597'LONDON, AT THE PRIVATE DRIVEWAY LEADING NORTH TO THE HICKEY RESIDENCE,
 FG1597'28.65 METERS (94.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY
 FG1597'3.96 METERS (13.0 FT) WEST OF THE CENTER OF THE DRIVEWAY LEADING
 FG1597'NORTH, 22.55 METERS (74.0 FT) NORTHEAST OF A POWERLINE POLE NUMBER 300
 FG1597'24.2 WITH TRANSFORMERS AND A LIGHT WITH TIMER SWITCH BOX ATTACHED,
 FG1597'2.13 METERS (7.0 FT) NORTH OF A GUY WIRE ANCHOR, AND 0.76 METERS
 FG1597'(2.5 FT) SOUTH OF A POWERLINE POLE.  NOTE, ROD DRIVEN TO REFUSAL.
 FG1597'THE MARK IS 2.13 METERS  N FROM A WITNESS POST.
 FG1597'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1597
 FG1597                          STATION RECOVERY (1987)
 FG1597
 FG1597'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1597'RECOVERED IN GOOD CONDITION.
 FG1597
 FG1597                          STATION RECOVERY (1987)
 FG1597
 FG1597'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1597'RECOVERED IN GOOD CONDITION.
 FG1597
 FG1597                          STATION RECOVERY (1988)
 FG1597
 FG1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1597'RECOVERED IN GOOD CONDITION.
 FG1597
 FG1597                          STATION RECOVERY (1989)
 FG1597
 FG1597'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1597'RECOVERED IN GOOD CONDITION.
 FG1597
 FG1597                          STATION RECOVERY (1990)
 FG1597
 FG1597'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1597'RECOVERED IN GOOD CONDITION.
 FG1597
 FG1597                          STATION RECOVERY (2005)
 FG1597
 FG1597'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FG1597'LOGO CAP AND CEMENT COVERING MISSING.
 FG1597'THE ROD APPEARS TO BE IN ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1587 ***********************************************************************
 FG1587  DESIGNATION -  X 293
 FG1587  PID         -  FG1587
 FG1587  STATE/COUNTY-  AR/POPE
 FG1587  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1587
 FG1587                         *CURRENT SURVEY CONTROL
 FG1587  ___________________________________________________________________
 FG1587* NAD 83(1986)-  35 16 41.     (N)    093 05 36.     (W)     SCALED    
 FG1587* NAVD 88     -       123.335  (meters)     404.64   (feet)  ADJUSTED  
 FG1587  ___________________________________________________________________
 FG1587  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FG1587  DYNAMIC HT  -         123.218 (meters)     404.26  (feet)  COMP
 FG1587  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FG1587
 FG1587  VERT ORDER  -  FIRST     CLASS II
 FG1587
 FG1587.The horizontal coordinates were scaled from a topographic map and have
 FG1587.an estimated accuracy of +/- 6 seconds.
 FG1587
 FG1587.The orthometric height was determined by differential leveling
 FG1587.and adjusted by the National Geodetic Survey in June 1991..
 FG1587
 FG1587.The geoid height was determined by GEOID03.
 FG1587
 FG1587.The dynamic height is computed by dividing the NAVD 88
 FG1587.geopotential number by the normal gravity value computed on the
 FG1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1587.degrees latitude (g = 980.6199 gals.).
 FG1587
 FG1587.The modeled gravity was interpolated from observed gravity values.
 FG1587
 FG1587;                    North         East    Units  Estimated Accuracy
 FG1587;SPC AR N     -   105,360.      300,540.      MT  (+/- 180 meters Scaled)
 FG1587
 FG1587                          SUPERSEDED SURVEY CONTROL
 FG1587
 FG1587.No superseded survey control is available for this station.
 FG1587
 FG1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV915038(NAD 83)
 FG1587_MARKER: I = METAL ROD
 FG1587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1587+WITH SETTING: INFORMATION.
 FG1587_SP_SET: SHALLOW SET METAL ROD
 FG1587_STAMPING: X 293 1984
 FG1587_MARK LOGO: NGS   
 FG1587_PROJECTION: RECESSED 5 CENTIMETERS
 FG1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1587_ROD/PIPE-DEPTH: 1.71 meters
 FG1587
 FG1587  HISTORY     - Date     Condition        Report By
 FG1587  HISTORY     - 1984     MONUMENTED       NGS
 FG1587  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FG1587  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG1587  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG1587
 FG1587                          STATION DESCRIPTION
 FG1587
 FG1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1587'4.2 KM (2.55 MI) EAST FROM RUSSELLVILLE.
 FG1587'0.2 KM (0.1 MI) WEST ALONG SECOND STREET FROM THE POST OFFICE IN
 FG1587'RUSSELLVILLE, THENCE 0.2 KM (0.1 MI) NORTH ALONG ARKANSAS AVENUE,
 FG1587'THENCE 3.8 KM (2.35 MI) EAST ALONG U.S. HIGHWAY 64 TO THE JUNCTION OF
 FG1587'STATE HIGHWAY 331 AND THE MARK ON THE LEFT, 15.70 METERS (51.5 FT)
 FG1587'NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.95 METERS (42.5 FT) WEST OF
 FG1587'THE APPROXIMATE CENTER OF THE EAST DRIVE TO AN EXXON SERVICE STATION,
 FG1587'24.78 METERS (81.3 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE EXXON
 FG1587'STATION, 1.49 METERS (4.9 FT) SOUTHEAST OF A POWERLINE POLE, AND
 FG1587'0.58 METERS (1.9 FT) EAST OF THE EAST SECTION OF A METAL GUARD RAIL.
 FG1587'NOTE, ROD DRIVEN TO REFUSAL.
 FG1587'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1587
 FG1587                          STATION RECOVERY (1988)
 FG1587
 FG1587'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1587'MARK NOT FOUND.
 FG1587
 FG1587                          STATION RECOVERY (1989)
 FG1587
 FG1587'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1587'MARK NOT FOUND.
 FG1587
 FG1587                          STATION RECOVERY (1989)
 FG1587
 FG1587'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1624 ***********************************************************************
 FG1624  DESIGNATION -  X 294
 FG1624  PID         -  FG1624
 FG1624  STATE/COUNTY-  AR/JOHNSON
 FG1624  USGS QUAD   -  HARTMAN (1993)
 FG1624
 FG1624                         *CURRENT SURVEY CONTROL
 FG1624  ___________________________________________________________________
 FG1624* NAD 83(1986)-  35 27 52.     (N)    093 31 20.     (W)     SCALED    
 FG1624* NAVD 88     -       123.145  (meters)     404.02   (feet)  ADJUSTED  
 FG1624  ___________________________________________________________________
 FG1624  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FG1624  DYNAMIC HT  -         123.032 (meters)     403.65  (feet)  COMP
 FG1624  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 FG1624
 FG1624  VERT ORDER  -  FIRST     CLASS II
 FG1624
 FG1624.The horizontal coordinates were scaled from a topographic map and have
 FG1624.an estimated accuracy of +/- 6 seconds.
 FG1624
 FG1624.The orthometric height was determined by differential leveling
 FG1624.and adjusted by the National Geodetic Survey in June 1991..
 FG1624
 FG1624.The geoid height was determined by GEOID03.
 FG1624
 FG1624.The dynamic height is computed by dividing the NAVD 88
 FG1624.geopotential number by the normal gravity value computed on the
 FG1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1624.degrees latitude (g = 980.6199 gals.).
 FG1624
 FG1624.The modeled gravity was interpolated from observed gravity values.
 FG1624
 FG1624;                    North         East    Units  Estimated Accuracy
 FG1624;SPC AR N     -   126,560.      261,840.      MT  (+/- 180 meters Scaled)
 FG1624
 FG1624                          SUPERSEDED SURVEY CONTROL
 FG1624
 FG1624.No superseded survey control is available for this station.
 FG1624
 FG1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV526246(NAD 83)
 FG1624_MARKER: DB = BENCH MARK DISK
 FG1624_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FG1624_SP_SET: ABUTMENT OF I-40 BRIDGE OVERPA
 FG1624_STAMPING: X 294 1984
 FG1624_MARK LOGO: NGS   
 FG1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1624
 FG1624  HISTORY     - Date     Condition        Report By
 FG1624  HISTORY     - 1984     MONUMENTED       NGS
 FG1624  HISTORY     - 1987     GOOD             USPSQD
 FG1624  HISTORY     - 1988     GOOD             USPSQD
 FG1624  HISTORY     - 1989     GOOD             USPSQD
 FG1624  HISTORY     - 1990     GOOD             USPSQD
 FG1624  HISTORY     - 20051107 GOOD             GEOCAC
 FG1624
 FG1624                          STATION DESCRIPTION
 FG1624
 FG1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1624'5.6 KM(3.5 MI) WEST FROM CLARKSVILLE.
 FG1624'5.6 KM (3.5 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE IN
 FG1624'CLARKSVILLE, AT THE NORTHWEST END OF THE INTERSTATE HIGHWAY 40
 FG1624'OVERPASS, SET IN TOP OF THE NORTHWEST ABUTMENT, 4.51 METERS (14.8 FT)
 FG1624'NORTHWEST OF THE CENTERLINE OF HIGHWAY 64.
 FG1624'THE MARK IS 0.3 M ABOVE HIGHWAY 64.
 FG1624
 FG1624                          STATION RECOVERY (1987)
 FG1624
 FG1624'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1624'RECOVERED IN GOOD CONDITION.
 FG1624
 FG1624                          STATION RECOVERY (1988)
 FG1624
 FG1624'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1624'RECOVERED IN GOOD CONDITION.
 FG1624
 FG1624                          STATION RECOVERY (1989)
 FG1624
 FG1624'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1624'RECOVERED IN GOOD CONDITION.
 FG1624
 FG1624                          STATION RECOVERY (1990)
 FG1624
 FG1624'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1624'RECOVERED IN GOOD CONDITION.
 FG1624
 FG1624                          STATION RECOVERY (2005)
 FG1624
 FG1624'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 FG1624'THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE BRIDGE, NOT THE
 FG1624'NORTHWEST CORNER AS
 FG1624'PREVIOUSLY DESCRIBED. APPROACHING FROM CLARKSVILLE ACCORDING TO ABOVE
 FG1624'DIRECTIONS, CROSS THE
 FG1624'BRIDGE AND FIND MARK NEAR THE END OF THE BRIDGE CURBING ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0780 ***********************************************************************
 FH0780  DESIGNATION -  X 295
 FH0780  PID         -  FH0780
 FH0780  STATE/COUNTY-  AR/SEBASTIAN
 FH0780  USGS QUAD   -  MULBERRY (1987)
 FH0780
 FH0780                         *CURRENT SURVEY CONTROL
 FH0780  ___________________________________________________________________
 FH0780* NAD 83(1986)-  35 22 36.     (N)    094 06 51.     (W)     SCALED    
 FH0780* NAVD 88     -       130.526  (meters)     428.23   (feet)  ADJUSTED  
 FH0780  ___________________________________________________________________
 FH0780  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FH0780  DYNAMIC HT  -         130.405 (meters)     427.84  (feet)  COMP
 FH0780  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FH0780
 FH0780  VERT ORDER  -  FIRST     CLASS II
 FH0780
 FH0780.The horizontal coordinates were scaled from a topographic map and have
 FH0780.an estimated accuracy of +/- 6 seconds.
 FH0780
 FH0780.The orthometric height was determined by differential leveling
 FH0780.and adjusted by the National Geodetic Survey in June 1991..
 FH0780
 FH0780.The geoid height was determined by GEOID03.
 FH0780
 FH0780.The dynamic height is computed by dividing the NAVD 88
 FH0780.geopotential number by the normal gravity value computed on the
 FH0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0780.degrees latitude (g = 980.6199 gals.).
 FH0780
 FH0780.The modeled gravity was interpolated from observed gravity values.
 FH0780
 FH0780;                    North         East    Units  Estimated Accuracy
 FH0780;SPC AR N     -   117,810.      207,920.      MT  (+/- 180 meters Scaled)
 FH0780
 FH0780                          SUPERSEDED SURVEY CONTROL
 FH0780
 FH0780.No superseded survey control is available for this station.
 FH0780
 FH0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV987153(NAD 83)
 FH0780_MARKER: I = METAL ROD
 FH0780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0780_SP_SET: STAINLESS STEEL ROD
 FH0780_STAMPING: X 295 1984
 FH0780_MARK LOGO: NGS   
 FH0780_PROJECTION: FLUSH
 FH0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0780_ROD/PIPE-DEPTH: 3.35 meters
 FH0780
 FH0780  HISTORY     - Date     Condition        Report By
 FH0780  HISTORY     - 1984     MONUMENTED       NGS
 FH0780  HISTORY     - 1987     GOOD             USPSQD
 FH0780  HISTORY     - 1988     GOOD             USPSQD
 FH0780  HISTORY     - 1989     GOOD             USPSQD
 FH0780  HISTORY     - 1990     GOOD             USPSQD
 FH0780
 FH0780                          STATION DESCRIPTION
 FH0780
 FH0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0780'9.9 KM (6.15 MI) NE FROM LAVACA.
 FH0780'9.9 KM (6.15 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0780'LAVACA TO THE MARK ON THE RIGHT, 11.25 METERS (36.9 FT) EAST OF THE
 FH0780'CENTERLINE OF HIGHWAY 96, 3.05 METERS (10.4 FT) NORTH OF THE
 FH0780'APPROXIMATE CENTER OF A FARM ACCESS ROAD, AND 0.46 METERS (1.5 FT)
 FH0780'WEST OF A FENCE.
 FH0780'THE MARK IS 0.49 METERS  S FROM A WITNESS POST.
 FH0780'THE MARK IS 0.61 M ABOVE HIGHWAY 96.
 FH0780
 FH0780                          STATION RECOVERY (1987)
 FH0780
 FH0780'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0780'RECOVERED IN GOOD CONDITION.
 FH0780
 FH0780                          STATION RECOVERY (1988)
 FH0780
 FH0780'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0780'RECOVERED IN GOOD CONDITION.
 FH0780
 FH0780                          STATION RECOVERY (1989)
 FH0780
 FH0780'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0780'RECOVERED IN GOOD CONDITION.
 FH0780
 FH0780                          STATION RECOVERY (1990)
 FH0780
 FH0780'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1651 ***********************************************************************
 FG1651  DESIGNATION -  X 296
 FG1651  PID         -  FG1651
 FG1651  STATE/COUNTY-  AR/FRANKLIN
 FG1651  USGS QUAD   -  CECIL (1993)
 FG1651
 FG1651                         *CURRENT SURVEY CONTROL
 FG1651  ___________________________________________________________________
 FG1651* NAD 83(1986)-  35 26 07.     (N)    093 52 45.     (W)     SCALED    
 FG1651* NAVD 88     -       161.067  (meters)     528.43   (feet)  ADJUSTED  
 FG1651  ___________________________________________________________________
 FG1651  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FG1651  DYNAMIC HT  -         160.918 (meters)     527.95  (feet)  COMP
 FG1651  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FG1651
 FG1651  VERT ORDER  -  FIRST     CLASS II
 FG1651
 FG1651.The horizontal coordinates were scaled from a topographic map and have
 FG1651.an estimated accuracy of +/- 6 seconds.
 FG1651
 FG1651.The orthometric height was determined by differential leveling
 FG1651.and adjusted by the National Geodetic Survey in June 1991..
 FG1651
 FG1651.The geoid height was determined by GEOID03.
 FG1651
 FG1651.The dynamic height is computed by dividing the NAVD 88
 FG1651.geopotential number by the normal gravity value computed on the
 FG1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1651.degrees latitude (g = 980.6199 gals.).
 FG1651
 FG1651.The modeled gravity was interpolated from observed gravity values.
 FG1651
 FG1651;                    North         East    Units  Estimated Accuracy
 FG1651;SPC AR N     -   123,880.      229,390.      MT  (+/- 180 meters Scaled)
 FG1651
 FG1651                          SUPERSEDED SURVEY CONTROL
 FG1651
 FG1651.No superseded survey control is available for this station.
 FG1651
 FG1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV202216(NAD 83)
 FG1651_MARKER: DB = BENCH MARK DISK
 FG1651_SETTING: 66 = SET IN ROCK OUTCROP
 FG1651_SP_SET: ROCK OUTCROP
 FG1651_STAMPING: X 296 1984
 FG1651_MARK LOGO: NGS   
 FG1651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1651+STABILITY: POSITION/ELEVATION WELL
 FG1651
 FG1651  HISTORY     - Date     Condition        Report By
 FG1651  HISTORY     - 1984     MONUMENTED       NGS
 FG1651  HISTORY     - 1988     GOOD             USPSQD
 FG1651  HISTORY     - 1989     GOOD             USPSQD
 FG1651  HISTORY     - 1990     GOOD             USPSQD
 FG1651
 FG1651                          STATION DESCRIPTION
 FG1651
 FG1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1651'10.2 KM (6.35 MI) SW FROM OZARK.
 FG1651'4.8 KM (3.0 MI) SOUTH ALONG STATE ROUTE 23 FROM THE JUNCTION OF U.S.
 FG1651'HIGHWAY 64 IN OZARK, THENCE 5.4 KM (3.35 MI) WEST ALONG STATE ROUTE 96
 FG1651'TO THE MARK ON THE RIGHT AT THE POINT WHERE A RIGHT HAND TURN IN THE
 FG1651'ROAD STRAIGHTENS OUT, THE DISK IS SET IN A BEDROCK OUTCROP,
 FG1651'7.86 METERS (25.8 FT) NORTH OF THE CENTERLINE OF HIGHWAY 96, AND
 FG1651'7.56 METERS (24.8 FT) SOUTH OF A BARBWIRE FENCE.
 FG1651'THE MARK IS 0.55 METERS  E FROM A WITNESS POST.
 FG1651'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FG1651
 FG1651                          STATION RECOVERY (1988)
 FG1651
 FG1651'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1651'RECOVERED IN GOOD CONDITION.
 FG1651
 FG1651                          STATION RECOVERY (1989)
 FG1651
 FG1651'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1651'RECOVERED IN GOOD CONDITION.
 FG1651
 FG1651                          STATION RECOVERY (1990)
 FG1651
 FG1651'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0827 ***********************************************************************
 FH0827  DESIGNATION -  X 298
 FH0827  PID         -  FH0827
 FH0827  STATE/COUNTY-  AR/SEBASTIAN
 FH0827  USGS QUAD   -  GREENWOOD (1987)
 FH0827
 FH0827                         *CURRENT SURVEY CONTROL
 FH0827  ___________________________________________________________________
 FH0827* NAD 83(1986)-  35 10 04.     (N)    094 16 46.     (W)     SCALED    
 FH0827* NAVD 88     -       186.764  (meters)     612.74   (feet)  ADJUSTED  
 FH0827  ___________________________________________________________________
 FH0827  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FH0827  DYNAMIC HT  -         186.581 (meters)     612.14  (feet)  COMP
 FH0827  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 FH0827
 FH0827  VERT ORDER  -  FIRST     CLASS II
 FH0827
 FH0827.The horizontal coordinates were scaled from a topographic map and have
 FH0827.an estimated accuracy of +/- 6 seconds.
 FH0827
 FH0827.The orthometric height was determined by differential leveling
 FH0827.and adjusted by the National Geodetic Survey in June 1991..
 FH0827
 FH0827.The geoid height was determined by GEOID03.
 FH0827
 FH0827.The dynamic height is computed by dividing the NAVD 88
 FH0827.geopotential number by the normal gravity value computed on the
 FH0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0827.degrees latitude (g = 980.6199 gals.).
 FH0827
 FH0827.The modeled gravity was interpolated from observed gravity values.
 FH0827
 FH0827;                    North         East    Units  Estimated Accuracy
 FH0827;SPC AR N     -    94,980.      192,370.      MT  (+/- 180 meters Scaled)
 FH0827
 FH0827                          SUPERSEDED SURVEY CONTROL
 FH0827
 FH0827.No superseded survey control is available for this station.
 FH0827
 FH0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU834923(NAD 83)
 FH0827_MARKER: I = METAL ROD
 FH0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0827_SP_SET: STAINLESS STEEL ROD
 FH0827_STAMPING: X 298 1985
 FH0827_MARK LOGO: NGS   
 FH0827_PROJECTION: FLUSH
 FH0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0827_ROD/PIPE-DEPTH: 3.4  meters
 FH0827
 FH0827  HISTORY     - Date     Condition        Report By
 FH0827  HISTORY     - 1985     MONUMENTED       NGS
 FH0827  HISTORY     - 1987     GOOD             USPSQD
 FH0827  HISTORY     - 1987     GOOD             USPSQD
 FH0827  HISTORY     - 1988     GOOD             USPSQD
 FH0827  HISTORY     - 1989     GOOD             USPSQD
 FH0827  HISTORY     - 1990     GOOD             USPSQD
 FH0827
 FH0827                          STATION DESCRIPTION
 FH0827
 FH0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0827'12.2 KM (7.55 MI) SOUTH FROM GREENWOOD.
 FH0827'5.1 KM (3.15 MI) WEST ALONG STATE ROUTE 10S SPUR FROM THE SEBASTIAN
 FH0827'COUNTY COURTHOUSE IN GREENWOOD, THENCE 7.1 KM (4.4 MI) SOUTH ALONG
 FH0827'U.S. HIGHWAY 71, AT AN NORTH-SOUTH RIGHT-OF-WAY FENCE LINE AND AN
 FH0827'EAST-WEST FENCE LINE INTERSECTION, SET BETWEEN TWO WITNESS POSTS, 23.9
 FH0827'METERS (78.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.31 METERS
 FH0827'(1.0 FT) EAST OF THE RIGHT-OF-WAY FENCE LINE, 42.6 METERS (139.8 FT)
 FH0827'NORTH OF A TELEPHONE JUNCTION BOX, AND 0.61 METERS (2.0 FT) EAST OF A
 FH0827'CONCRETE FILLED METAL FENCE POST OF THE EAST-WEST FENCE LINE.  NOTE,
 FH0827'DRIVEN TO GRADUAL REFUSAL.
 FH0827'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FH0827'THE MARK IS 0.31 M BELOW HIGHWAY 71.
 FH0827
 FH0827                          STATION RECOVERY (1987)
 FH0827
 FH0827'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0827'RECOVERED IN GOOD CONDITION.
 FH0827
 FH0827                          STATION RECOVERY (1987)
 FH0827
 FH0827'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0827'RECOVERED IN GOOD CONDITION.
 FH0827
 FH0827                          STATION RECOVERY (1988)
 FH0827
 FH0827'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0827'RECOVERED IN GOOD CONDITION.
 FH0827
 FH0827                          STATION RECOVERY (1989)
 FH0827
 FH0827'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0827'RECOVERED IN GOOD CONDITION.
 FH0827
 FH0827                          STATION RECOVERY (1990)
 FH0827
 FH0827'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0685 ***********************************************************************
 EK0685  DESIGNATION -  X 299
 EK0685  PID         -  EK0685
 EK0685  STATE/COUNTY-  AR/SCOTT
 EK0685  USGS QUAD   -  BOLES (1983)
 EK0685
 EK0685                         *CURRENT SURVEY CONTROL
 EK0685  ___________________________________________________________________
 EK0685* NAD 83(1986)-  34 49 30.     (N)    094 02 11.     (W)     SCALED    
 EK0685* NAVD 88     -       280.338  (meters)     919.74   (feet)  ADJUSTED  
 EK0685  ___________________________________________________________________
 EK0685  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EK0685  DYNAMIC HT  -         280.046 (meters)     918.78  (feet)  COMP
 EK0685  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 EK0685
 EK0685  VERT ORDER  -  FIRST     CLASS II
 EK0685
 EK0685.The horizontal coordinates were scaled from a topographic map and have
 EK0685.an estimated accuracy of +/- 6 seconds.
 EK0685
 EK0685.The orthometric height was determined by differential leveling
 EK0685.and adjusted by the National Geodetic Survey in June 1991..
 EK0685
 EK0685.The geoid height was determined by GEOID03.
 EK0685
 EK0685.The dynamic height is computed by dividing the NAVD 88
 EK0685.geopotential number by the normal gravity value computed on the
 EK0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0685.degrees latitude (g = 980.6199 gals.).
 EK0685
 EK0685.The modeled gravity was interpolated from observed gravity values.
 EK0685
 EK0685;                    North         East    Units  Estimated Accuracy
 EK0685;SPC AR N     -    56,470.      213,720.      MT  (+/- 180 meters Scaled)
 EK0685
 EK0685                          SUPERSEDED SURVEY CONTROL
 EK0685
 EK0685.No superseded survey control is available for this station.
 EK0685
 EK0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU052541(NAD 83)
 EK0685_MARKER: I = METAL ROD
 EK0685_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0685+WITH SETTING: INFORMATION.
 EK0685_SP_SET: SHALLOW SET METAL ROD
 EK0685_STAMPING: X 299 1985
 EK0685_MARK LOGO: NGS   
 EK0685_PROJECTION: FLUSH
 EK0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0685_ROD/PIPE-DEPTH: 2.4  meters
 EK0685
 EK0685  HISTORY     - Date     Condition        Report By
 EK0685  HISTORY     - 1985     MONUMENTED       NGS
 EK0685  HISTORY     - 1987     GOOD             USPSQD
 EK0685  HISTORY     - 1987     GOOD             USPSQD
 EK0685  HISTORY     - 1988     GOOD             USPSQD
 EK0685  HISTORY     - 1989     GOOD             USPSQD
 EK0685  HISTORY     - 1990     GOOD             USPSQD
 EK0685
 EK0685                          STATION DESCRIPTION
 EK0685
 EK0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0685'13.5 KM (8.4 MI) SOUTH FROM WALDRON.
 EK0685'1.5 KM (0.95 MI) WEST ALONG EAST CHURCH STREET FROM THE JUNCTION OF
 EK0685'U.S. HIGHWAY 71 B (BUSINESS ROUTE) IN WALDRON, THENCE 12.0 KM
 EK0685'(7.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 71, ABOUT 100 YARDS NORTHWEST
 EK0685'OF A CURVE IN THE HIGHWAY, AT A WOODS ROAD LEADING NORTHEAST AND UP A
 EK0685'SLIGHT HILL, THROUGH A METAL GATE, SET BETWEEN TWO WITNESS POSTS, 17.6
 EK0685'METERS (57.8 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAT 71,
 EK0685'10.1 METERS (33.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE WOODS
 EK0685'ROAD LEADING NORTHEAST THROUGH THE GATE, 2.4 METERS (8.0 FT) SOUTHEAST
 EK0685'OF A CEDAR FENCE POST, 44.2 METERS (145.0 FT) NORTHWEST OF A DOUBLE
 EK0685'GUYED POWERLINE POLE WITH A TRANSFORMER ATTACHED, AND 18.3 METERS
 EK0685'(60.0 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX.  NOTE, DRIVEN TO
 EK0685'REFUSAL.
 EK0685'THE MARK IS 0.31 METERS  SE FROM A WITNESS POST.
 EK0685'THE MARK IS 0.15 M ABOVE HIGHWAY 71.
 EK0685
 EK0685                          STATION RECOVERY (1987)
 EK0685
 EK0685'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0685'RECOVERED IN GOOD CONDITION.
 EK0685
 EK0685                          STATION RECOVERY (1987)
 EK0685
 EK0685'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0685'RECOVERED IN GOOD CONDITION.
 EK0685
 EK0685                          STATION RECOVERY (1988)
 EK0685
 EK0685'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0685'RECOVERED IN GOOD CONDITION.
 EK0685
 EK0685                          STATION RECOVERY (1989)
 EK0685
 EK0685'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0685'RECOVERED IN GOOD CONDITION.
 EK0685
 EK0685                          STATION RECOVERY (1990)
 EK0685
 EK0685'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0757 ***********************************************************************
 FF0757  DESIGNATION -  X 3
 FF0757  PID         -  FF0757
 FF0757  STATE/COUNTY-  AR/CRAIGHEAD
 FF0757  USGS QUAD   -  TRUMANN (1983)
 FF0757
 FF0757                         *CURRENT SURVEY CONTROL
 FF0757  ___________________________________________________________________
 FF0757* NAD 83(1986)-  35 43 47.     (N)    090 32 50.     (W)     SCALED    
 FF0757* NAVD 88     -        69.921  (meters)     229.40   (feet)  ADJUSTED  
 FF0757  ___________________________________________________________________
 FF0757  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF0757  DYNAMIC HT  -          69.861 (meters)     229.20  (feet)  COMP
 FF0757  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 FF0757
 FF0757  VERT ORDER  -  FIRST     CLASS II
 FF0757
 FF0757.The horizontal coordinates were scaled from a topographic map and have
 FF0757.an estimated accuracy of +/- 6 seconds.
 FF0757
 FF0757.The orthometric height was determined by differential leveling
 FF0757.and adjusted by the National Geodetic Survey in June 1991..
 FF0757
 FF0757.The geoid height was determined by GEOID03.
 FF0757
 FF0757.The dynamic height is computed by dividing the NAVD 88
 FF0757.geopotential number by the normal gravity value computed on the
 FF0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0757.degrees latitude (g = 980.6199 gals.).
 FF0757
 FF0757.The modeled gravity was interpolated from observed gravity values.
 FF0757
 FF0757;                    North         East    Units  Estimated Accuracy
 FF0757;SPC AR N     -   155,890.      531,420.      MT  (+/- 180 meters Scaled)
 FF0757
 FF0757                          SUPERSEDED SURVEY CONTROL
 FF0757
 FF0757  NGVD 29 (??/??/??)   69.842  (m)          229.14   (f) ADJUSTED    1 2
 FF0757
 FF0757.Superseded values are not recommended for survey control.
 FF0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0757.See file dsdata.txt to determine how the superseded data were derived.
 FF0757
 FF0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV218567(NAD 83)
 FF0757_MARKER: DB = BENCH MARK DISK
 FF0757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0757_SP_SET: HEADWALL
 FF0757_STAMPING: X 3 1928 229.140
 FF0757_MARK LOGO: CGS   
 FF0757_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0757+STABILITY: SURFACE MOTION
 FF0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0757+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF0757
 FF0757  HISTORY     - Date     Condition        Report By
 FF0757  HISTORY     - 1928     MONUMENTED       CGS
 FF0757  HISTORY     - 1956     GOOD             CGS
 FF0757  HISTORY     - 19920322 GOOD             NGS
 FF0757  HISTORY     - 20020814 GOOD             USACE
 FF0757
 FF0757                          STATION DESCRIPTION
 FF0757
 FF0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0757'1.4 MI SE FROM BAY.
 FF0757'1.4 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0757'THE STATION AT BAY, ALONG A BLACK TOP ROAD PARALLEL TO TRACK, 62
 FF0757'FEET NORTHEAST OF NORTHEAST RAIL, 33 FEET NORTH-NORTHEAST OF
 FF0757'TELEPHONE POLE NO. 432/02, 14 FEET SOUTHWEST OF CENTER LINE OF
 FF0757'BLACK TOP ROAD, IN THE TOP AND 5 FEET NORTHWEST OF SOUTHEAST
 FF0757'END OF THE SOUTHWEST HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT
 FF0757'UNDER ROAD, ABOUT 3 FEET BELOW LEVEL OF TRACK AND ABOUT 2 FEET
 FF0757'ABOVE LEVEL OF ROAD.
 FF0757
 FF0757                          STATION RECOVERY (1992)
 FF0757
 FF0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0757'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF0757'FROM THE JUNCTION OF STATE HIGHWAY 158 IN BAY, IN TOP OF AND 1.5 M
 FF0757'(4.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 FF0757'HEADWALL OF A BOX CULVERT UNDER A PAVED ROAD, 18.9 M (62.0 FT)
 FF0757'NORTHEAST OF THE NEAR RAIL, 4.3 M (14.1 FT) SOUTHWEST OF THE ROAD
 FF0757'CENTER, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK.
 FF0757
 FF0757                          STATION RECOVERY (2002)
 FF0757
 FF0757'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0714 ***********************************************************************
 EK0714  DESIGNATION -  X 300
 EK0714  PID         -  EK0714
 EK0714  STATE/COUNTY-  AR/POLK
 EK0714  USGS QUAD   -  POTTER (1979)
 EK0714
 EK0714                         *CURRENT SURVEY CONTROL
 EK0714  ___________________________________________________________________
 EK0714* NAD 83(1986)-  34 34 11.     (N)    094 15 07.     (W)     SCALED    
 EK0714* NAVD 88     -       341.022  (meters)    1118.84   (feet)  ADJUSTED  
 EK0714  ___________________________________________________________________
 EK0714  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 EK0714  DYNAMIC HT  -         340.653 (meters)    1117.63  (feet)  COMP
 EK0714  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 EK0714
 EK0714  VERT ORDER  -  FIRST     CLASS II
 EK0714
 EK0714.The horizontal coordinates were scaled from a topographic map and have
 EK0714.an estimated accuracy of +/- 6 seconds.
 EK0714
 EK0714.The orthometric height was determined by differential leveling
 EK0714.and adjusted by the National Geodetic Survey in June 1991..
 EK0714
 EK0714.The geoid height was determined by GEOID03.
 EK0714
 EK0714.The dynamic height is computed by dividing the NAVD 88
 EK0714.geopotential number by the normal gravity value computed on the
 EK0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0714.degrees latitude (g = 980.6199 gals.).
 EK0714
 EK0714.The modeled gravity was interpolated from observed gravity values.
 EK0714
 EK0714;                    North         East    Units  Estimated Accuracy
 EK0714;SPC AR S     -   613,350.      193,380.      MT  (+/- 180 meters Scaled)
 EK0714
 EK0714                          SUPERSEDED SURVEY CONTROL
 EK0714
 EK0714.No superseded survey control is available for this station.
 EK0714
 EK0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU851260(NAD 83)
 EK0714_MARKER: I = METAL ROD
 EK0714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0714_SP_SET: STAINLESS STEEL ROD
 EK0714_STAMPING: X 300 1985
 EK0714_MARK LOGO: NGS   
 EK0714_PROJECTION: FLUSH
 EK0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0714_ROD/PIPE-DEPTH: 4.0  meters
 EK0714
 EK0714  HISTORY     - Date     Condition        Report By
 EK0714  HISTORY     - 1985     MONUMENTED       NGS
 EK0714  HISTORY     - 1987     GOOD             USPSQD
 EK0714  HISTORY     - 1988     GOOD             USPSQD
 EK0714  HISTORY     - 1989     GOOD             USPSQD
 EK0714  HISTORY     - 1990     GOOD             USPSQD
 EK0714
 EK0714                          STATION DESCRIPTION
 EK0714
 EK0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0714'2.1 KM (1.3 MI) SOUTH FROM MENA.
 EK0714'2.1 KM (1.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE KANSAS CITY
 EK0714'SOUTHERN RAILROAD STATION IN MENA, AT AN ASPHALT ROAD LEADING
 EK0714'SOUTHEAST TO THE MENA LIONS CLUB SOFTBALL DIAMOND AND GOLF COURSE
 EK0714'CLUBHOUSE, 15.4 METERS (50.7 FT) SOUTHEAST OF THE CENTERLINE OF
 EK0714'HIGHWAY 71, 11.3 METERS (37.0 FT) WEST-SOUTHWEST OF THE APPROXIMATE
 EK0714'CENTER OF THE ASPHALT ROAD, 1.4 METERS (4.5 FT) EAST-NORTHEAST OF A
 EK0714'GUYED POWERLINE POLE WITH A TRANSFORMER ATTACHED, 0.61 METERS (2.0 FT)
 EK0714'EAST-SOUTHEAST OF A 14-INCH WOODEN VERTICAL PILING, 1.4 METERS
 EK0714'(4.5 FT) WEST-SOUTHWEST OF A 14-INCH WOODEN VERTICAL PILING,
 EK0714'20.8 METERS (68.2 FT) WEST-NORTHWEST OF THE HOME PLATE WIRE BACK STOP,
 EK0714'33.5 METERS (110.0 FT) NORTHWEST OF A POWERLINE POLE WITH FOUR FLOOD
 EK0714'LIGHTS ATTACHED, AND 1.4 METERS (4.5 FT) NORTHEAST OF THE NORHTEAST
 EK0714'END OF A WOOD RAIL FENCE.  NOTE, DRIVEN TO REFUSAL.
 EK0714'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 EK0714'THE MARK IS 0.61 M ABOVE HIGHWAY.
 EK0714
 EK0714                          STATION RECOVERY (1987)
 EK0714
 EK0714'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0714'RECOVERED IN GOOD CONDITION.
 EK0714
 EK0714                          STATION RECOVERY (1988)
 EK0714
 EK0714'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0714'RECOVERED IN GOOD CONDITION.
 EK0714
 EK0714                          STATION RECOVERY (1989)
 EK0714
 EK0714'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0714'RECOVERED IN GOOD CONDITION.
 EK0714
 EK0714                          STATION RECOVERY (1990)
 EK0714
 EK0714'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0738 ***********************************************************************
 EK0738  DESIGNATION -  X 301
 EK0738  PID         -  EK0738
 EK0738  STATE/COUNTY-  AR/POLK
 EK0738  USGS QUAD   -  WICKES (1985)
 EK0738
 EK0738                         *CURRENT SURVEY CONTROL
 EK0738  ___________________________________________________________________
 EK0738* NAD 83(1986)-  34 18 06.     (N)    094 20 19.     (W)     SCALED    
 EK0738* NAVD 88     -       311.965  (meters)    1023.51   (feet)  ADJUSTED  
 EK0738  ___________________________________________________________________
 EK0738  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EK0738  DYNAMIC HT  -         311.638 (meters)    1022.43  (feet)  COMP
 EK0738  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 EK0738
 EK0738  VERT ORDER  -  FIRST     CLASS II
 EK0738
 EK0738.The horizontal coordinates were scaled from a topographic map and have
 EK0738.an estimated accuracy of +/- 6 seconds.
 EK0738
 EK0738.The orthometric height was determined by differential leveling
 EK0738.and adjusted by the National Geodetic Survey in June 1991..
 EK0738
 EK0738.The geoid height was determined by GEOID03.
 EK0738
 EK0738.The dynamic height is computed by dividing the NAVD 88
 EK0738.geopotential number by the normal gravity value computed on the
 EK0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0738.degrees latitude (g = 980.6199 gals.).
 EK0738
 EK0738.The modeled gravity was interpolated from observed gravity values.
 EK0738
 EK0738;                    North         East    Units  Estimated Accuracy
 EK0738;SPC AR S     -   583,800.      184,750.      MT  (+/- 180 meters Scaled)
 EK0738
 EK0738                          SUPERSEDED SURVEY CONTROL
 EK0738
 EK0738.No superseded survey control is available for this station.
 EK0738
 EK0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT768964(NAD 83)
 EK0738_MARKER: I = METAL ROD
 EK0738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0738_SP_SET: STAINLESS STEEL ROD
 EK0738_STAMPING: X 301 1985
 EK0738_MARK LOGO: NGS   
 EK0738_PROJECTION: FLUSH
 EK0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0738_ROD/PIPE-DEPTH: 4.3  meters
 EK0738
 EK0738  HISTORY     - Date     Condition        Report By
 EK0738  HISTORY     - 1985     MONUMENTED       NGS
 EK0738  HISTORY     - 1987     GOOD             USPSQD
 EK0738  HISTORY     - 1988     GOOD             USPSQD
 EK0738  HISTORY     - 1989     GOOD             USPSQD
 EK0738  HISTORY     - 1990     GOOD             USPSQD
 EK0738
 EK0738                          STATION DESCRIPTION
 EK0738
 EK0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0738'IN WICKES.
 EK0738'IN WICKES, AT THE JUNCTION OF U.S. HIGHWAY 71 AND MAIN STREET LEADING
 EK0738'EAST, ACROSS THE HIGHWAY AND WEST OF THE SOUTHWEST CORNER OF THE WYLES
 EK0738'GROCERY MARKET, SET BETWEEN TWO WITNESS POSTS, 10.5 METERS (34.6 FT)
 EK0738'WEST OF THE CENTERLINE OF THE HIGHWAY, 4.5 METERS (14.7 FT) EAST OF
 EK0738'THE EAST RAIL OF THE KANSAS CITY SOUTHERN RAILROAD, 10.7 METERS
 EK0738'(35.0 FT) NORTH OF THE APPROXIMATE EXTENDED CENTER OF MAIN STREET,
 EK0738'1.8 METERS (6.0 FT) WEST OF A SUPPORT POLE FOR A POWERLINE POLE WITH A
 EK0738'TRANSFORMER ATTACHED, AND 0.39 METERS (1.3 FT) SOUTH OF A GUY ANCHOR.
 EK0738'NOTE, DRIVEN TO REFUSAL.
 EK0738'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0738'THE MARK IS 0.61 M ABOVE HIGHWAY 71.
 EK0738
 EK0738                          STATION RECOVERY (1987)
 EK0738
 EK0738'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0738'RECOVERED IN GOOD CONDITION.
 EK0738
 EK0738                          STATION RECOVERY (1988)
 EK0738
 EK0738'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0738'RECOVERED IN GOOD CONDITION.
 EK0738
 EK0738                          STATION RECOVERY (1989)
 EK0738
 EK0738'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0738'RECOVERED IN GOOD CONDITION.
 EK0738
 EK0738                          STATION RECOVERY (1990)
 EK0738
 EK0738'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0765 ***********************************************************************
 EK0765  DESIGNATION -  X 302
 EK0765  PID         -  EK0765
 EK0765  STATE/COUNTY-  AR/SEVIER
 EK0765  USGS QUAD   -  DE QUEEN (1966)
 EK0765
 EK0765                         *CURRENT SURVEY CONTROL
 EK0765  ___________________________________________________________________
 EK0765* NAD 83(1986)-  34 00 06.     (N)    094 20 03.     (W)     SCALED    
 EK0765* NAVD 88     -       131.034  (meters)     429.90   (feet)  ADJUSTED  
 EK0765  ___________________________________________________________________
 EK0765  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EK0765  DYNAMIC HT  -         130.899 (meters)     429.46  (feet)  COMP
 EK0765  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 EK0765
 EK0765  VERT ORDER  -  FIRST     CLASS II
 EK0765
 EK0765.The horizontal coordinates were scaled from a topographic map and have
 EK0765.an estimated accuracy of +/- 6 seconds.
 EK0765
 EK0765.The orthometric height was determined by differential leveling
 EK0765.and adjusted by the National Geodetic Survey in June 1991..
 EK0765
 EK0765.The geoid height was determined by GEOID03.
 EK0765
 EK0765.The dynamic height is computed by dividing the NAVD 88
 EK0765.geopotential number by the normal gravity value computed on the
 EK0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0765.degrees latitude (g = 980.6199 gals.).
 EK0765
 EK0765.The modeled gravity was interpolated from observed gravity values.
 EK0765
 EK0765;                    North         East    Units  Estimated Accuracy
 EK0765;SPC AR S     -   550,530.      184,400.      MT  (+/- 180 meters Scaled)
 EK0765
 EK0765                          SUPERSEDED SURVEY CONTROL
 EK0765
 EK0765.No superseded survey control is available for this station.
 EK0765
 EK0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT767631(NAD 83)
 EK0765_MARKER: I = METAL ROD
 EK0765_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0765+WITH SETTING: INFORMATION.
 EK0765_SP_SET: SHALLOW SET METAL ROD
 EK0765_STAMPING: X 302 1985
 EK0765_MARK LOGO: NGS   
 EK0765_PROJECTION: FLUSH
 EK0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0765_ROD/PIPE-DEPTH: 1.8  meters
 EK0765
 EK0765  HISTORY     - Date     Condition        Report By
 EK0765  HISTORY     - 1985     MONUMENTED       NGS
 EK0765  HISTORY     - 1987     GOOD             USPSQD
 EK0765  HISTORY     - 1987     GOOD             USPSQD
 EK0765  HISTORY     - 1988     GOOD             USPSQD
 EK0765  HISTORY     - 1989     GOOD             USPSQD
 EK0765  HISTORY     - 1990     GOOD             USPSQD
 EK0765  HISTORY     - 19920823 GOOD             USPSQD
 EK0765
 EK0765                          STATION DESCRIPTION
 EK0765
 EK0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0765'5.9 KM (3.7 MI) SOUTH FROM DE QUEEN.
 EK0765'5.92 KM (3.7 MI) SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF
 EK0765'U.S. HIGHWAYS 71 AND 70 IN DE QUEEN, 11.28 METERS (37.0 FT)
 EK0765'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34.44 METERS
 EK0765'(113.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 EK0765'24.54 METERS (80.5 FT) NORTHWEST OF A LARGE OAK TREE, AND 8.53 METERS
 EK0765'(28.0 FT) SOUTHEAST OF A POWERLINE POLE NUMBERED 22757.  NOTE, DRIVEN
 EK0765'TO REFUSAL.
 EK0765'THE MARK IS 1.4 METERS  ENE FROM A WITNESS POST.
 EK0765'THE MARK IS 0.8 M ABOVE HIGHWAY.
 EK0765
 EK0765                          STATION RECOVERY (1987)
 EK0765
 EK0765'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0765'RECOVERED IN GOOD CONDITION.
 EK0765
 EK0765                          STATION RECOVERY (1987)
 EK0765
 EK0765'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0765'RECOVERED IN GOOD CONDITION.
 EK0765
 EK0765                          STATION RECOVERY (1988)
 EK0765
 EK0765'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0765'RECOVERED IN GOOD CONDITION.
 EK0765
 EK0765                          STATION RECOVERY (1989)
 EK0765
 EK0765'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0765'RECOVERED IN GOOD CONDITION.
 EK0765
 EK0765                          STATION RECOVERY (1990)
 EK0765
 EK0765'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 EK0765'RECOVERED IN GOOD CONDITION.
 EK0765
 EK0765                          STATION RECOVERY (1992)
 EK0765
 EK0765'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 EK0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1087 ***********************************************************************
 DM1087  FBN         -  This is a Federal Base Network Control Station.
 DM1087  DESIGNATION -  X 303
 DM1087  PID         -  DM1087
 DM1087  STATE/COUNTY-  AR/LITTLE RIVER
 DM1087  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1087
 DM1087                         *CURRENT SURVEY CONTROL
 DM1087  ___________________________________________________________________
 DM1087* NAD 83(1997)-  33 40 27.30093(N)    094 07 46.22170(W)     ADJUSTED  
 DM1087* NAVD 88     -       100.357  (meters)     329.25   (feet)  ADJUSTED  
 DM1087  ___________________________________________________________________
 DM1087  X           -    -382,626.544 (meters)                     COMP
 DM1087  Y           -  -5,299,644.238 (meters)                     COMP
 DM1087  Z           -   3,516,475.162 (meters)                     COMP
 DM1087  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DM1087  ELLIP HEIGHT-          73.30  (meters)          (07/20/01) GPS OBS
 DM1087  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1087  DYNAMIC HT  -         100.253 (meters)     328.91  (feet)  COMP
 DM1087  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 DM1087
 DM1087  HORZ ORDER  -  B
 DM1087  VERT ORDER  -  FIRST     CLASS II
 DM1087  ELLP ORDER  -  FOURTH    CLASS I
 DM1087
 DM1087.The horizontal coordinates were established by GPS observations
 DM1087.and adjusted by the National Geodetic Survey in September 1997..
 DM1087
 DM1087.The orthometric height was determined by differential leveling
 DM1087.and adjusted by the National Geodetic Survey in June 1991..
 DM1087
 DM1087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1087
 DM1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1087
 DM1087.The ellipsoidal height was determined by GPS observations
 DM1087.and is referenced to NAD 83.
 DM1087
 DM1087.The geoid height was determined by GEOID03.
 DM1087
 DM1087.The dynamic height is computed by dividing the NAVD 88
 DM1087.geopotential number by the normal gravity value computed on the
 DM1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1087.degrees latitude (g = 980.6199 gals.).
 DM1087
 DM1087.The modeled gravity was interpolated from observed gravity values.
 DM1087
 DM1087;                    North         East     Units Scale Factor Converg.
 DM1087;SPC AR S     -   513,807.296   202,544.727   MT  0.99993811   -1 11 30.7
 DM1087;SPC AR S     - 1,685,716.10    664,515.49   sFT  0.99993811   -1 11 30.7
 DM1087;UTM  15      - 3,726,610.746   395,293.464   MT  0.99973516   -0 37 34.8
 DM1087
 DM1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1087!SPC AR S     -   0.99998849  x   0.99993811  =   0.99992660
 DM1087!UTM  15      -   0.99998849  x   0.99973516  =   0.99972366
 DM1087
 DM1087                          SUPERSEDED SURVEY CONTROL
 DM1087
 DM1087  ELLIP H (09/19/97)   73.32   (m)                       GP(       ) 4 1
 DM1087  NAD 83(1997)-  33 40 27.30938(N)    094 07 46.21120(W) AD(       ) 1
 DM1087  NAD 83(1997)-  33 40 27.30938(N)    094 07 46.21120(W) AD(       ) 1
 DM1087  ELLIP H (01/21/93)   72.99   (m)                       GP(       ) 4 2
 DM1087  NAD 83(1986)-  33 40 27.31217(N)    094 07 46.21065(W) AD(       ) 1
 DM1087  NAVD 88 (09/19/97)  100.36   (m)          329.3    (f) LEVELING    3  
 DM1087  NGVD 29 (05/21/91)  100.35   (m)          329.2    (f) LEVELING    3  
 DM1087
 DM1087.Superseded values are not recommended for survey control.
 DM1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1087.See file dsdata.txt to determine how the superseded data were derived.
 DM1087
 DM1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9529326611(NAD 83)
 DM1087_MARKER: I = METAL ROD
 DM1087_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1087_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1087_STAMPING: X 303 1985
 DM1087_MARK LOGO: NGS   
 DM1087_PROJECTION: FLUSH
 DM1087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1087+STABILITY: POSITION/ELEVATION WELL
 DM1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1087+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2000
 DM1087_ROD/PIPE-DEPTH: 15.9 meters
 DM1087_SLEEVE-DEPTH  : 6.1 meters
 DM1087
 DM1087  HISTORY     - Date     Condition        Report By
 DM1087  HISTORY     - 1985     MONUMENTED       NGS
 DM1087  HISTORY     - 1987     GOOD             USPSQD
 DM1087  HISTORY     - 1988     GOOD             USPSQD
 DM1087  HISTORY     - 1989     GOOD             USPSQD
 DM1087  HISTORY     - 19890701 GOOD             NGS
 DM1087  HISTORY     - 1990     GOOD             USPSQD
 DM1087  HISTORY     - 19910114 GOOD             NGS
 DM1087  HISTORY     - 19920823 GOOD             USPSQD
 DM1087  HISTORY     - 19970130 GOOD             NGS
 DM1087  HISTORY     - 19971025 GOOD             USPSQD
 DM1087  HISTORY     - 19990523 GOOD             NGS
 DM1087  HISTORY     - 20000201 GOOD             NGS
 DM1087
 DM1087                          STATION DESCRIPTION
 DM1087
 DM1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1087'IN ASHDOWN.
 DM1087'THE MARK IS ABOVE LEVEL WITH STREET.
 DM1087'IN ASHDOWN, NEAR THE JUNCTION OF COMMERCE AND KELLER STREETS, AT THE
 DM1087'NORTHWEST CORNER OF THE EDUCATIONAL BUILDING ADJOINING THE FIRST
 DM1087'METHODIST CHURCH (CONSTRUCTED IN 1968), 12.5 METERS (41.0 FT)
 DM1087'SOUTHEAST OF THE APPROXIMATE CENTER OF COMMERCE STREET, 2.9 METERS
 DM1087'(9.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE EDUCATIONAL
 DM1087'BUILDING, 7.6 METERS (25.0 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE
 DM1087'DOORS TO THE BUILDING, 3.2 METERS (10.4 FT) SOUTHEAST OF THE SOUTHEAST
 DM1087'EDGE OF A SIDEWALK, 21.4 METERS (70.2 FT) SOUTHWEST OF A POWERLINE
 DM1087'POLE WITH A STREET LIGHT ATTACHED, AND 22.2 METERS (72.7 FT) SOUTHWEST
 DM1087'OF THE SOUTHWEST EDGE OF THE BRICK CHURCH BILLBOARD SIGN.  NOTE,
 DM1087'DRIVEN TO REFUSAL.
 DM1087
 DM1087                          STATION RECOVERY (1987)
 DM1087
 DM1087'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1087'RECOVERED IN GOOD CONDITION.
 DM1087
 DM1087                          STATION RECOVERY (1988)
 DM1087
 DM1087'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1087'RECOVERED IN GOOD CONDITION.
 DM1087
 DM1087                          STATION RECOVERY (1989)
 DM1087
 DM1087'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1087'RECOVERED IN GOOD CONDITION.
 DM1087
 DM1087                          STATION RECOVERY (1989)
 DM1087
 DM1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DM1087'STATION IS LOCATED ABOUT 25.6 KM (15.9 MI) NORTHWEST OF TEXARKANA, 7.3
 DM1087'KM (4.5 MI) SOUTH-SOUTHEAST OF WILTON, AND 0.2 KM (0.1 MI) EAST OF
 DM1087'ASHDOWN. OWNERSHIP--FIRST METHODIST CHURCH OF ASHDOWN. DR. WALTER
 DM1087'SMITH, PASTOR. PHONE 501-893-5738 OR HOME 501-893-3525.
 DM1087'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 59,71 AND STATE HIGHWAY 32
 DM1087'WEST IN ASHDOWN, GO SOUTHEAST ON U.S.HIGHWAYS 59 AND 71 FOR 0.11 KM
 DM1087'(0.07 MI) TO A CROSS STREET, TURN LEFT AND GO NORTHEAST ON COMMERCE
 DM1087'STREET FOR 0.15 KM (0.09 MI) TO THE FIRST METHODIST CHURCH
 DM1087'EDUCATIONAL BUILDING AND THE STATION ON THE RIGHT.
 DM1087'IT IS 12.5 M (41.0 FT) SOUTHEAST OF THE CENTER OF COMMERCE STREET, 7.6
 DM1087'M (24.9 FT) SOUTHWEST OF THE CENTER OF THE BUILDING ENTRANCE, 3.2 M
 DM1087'(10.5 FT) SOUTHEAST OF THE SOUTHEAST EGDE OF A SIDEWALK, AND 2.9 M
 DM1087'(9.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 DM1087'DESCRIBED BY E.J.HANSMANN.
 DM1087
 DM1087                          STATION RECOVERY (1990)
 DM1087
 DM1087'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1087'RECOVERED IN GOOD CONDITION.
 DM1087
 DM1087                          STATION RECOVERY (1991)
 DM1087
 DM1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DM1087'THE STATION IS LOCATED IN ASHDOWN, AT THE FIRST METHODIST CHURCH ON
 DM1087'COMMERCE STREET AND IN THE FRONT LAWN OF THE EDUCATIONAL BUILDING ON
 DM1087'THE WEST SIDE OF THE CHURCH.  OWNERSHIP--FIRST METHODIST CHURCH,
 DM1087'ASHDOWN, AR PHONE 501-893-5738 OR 501-893-3525.
 DM1087'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 DM1087'HIGHWAY 32 WEST IN ASHDOWN, GO SOUTH ON HIGHWAY 71 FOR ABOUT 0.08 KM
 DM1087'(0.05 MI) TO THE JUNCTION OF COMMERCE STREET ON THE LEFT, TURN LEFT,
 DM1087'EAST, ON COMMERCE STREET FOR 0.08 KM (0.05 MI) TO A STOP SIGN AT THE
 DM1087'JUNCTION OF KELLER STREET, CONTINUE AHEAD ON COMMERCE STREET FOR
 DM1087'ABOUT 30.48 M (100.00 FT) TO A BRICK BUILDING ON THE WEST SIDE OF THE
 DM1087'FIRST METHODIST CHURCH (EDUCATIONAL BUILDING) AND THE STATION IN THE
 DM1087'FRONT LAWN NORTH OF THE NORTHWEST CORNER OF THE BUILDING.
 DM1087'THE STATION IS LOCATED 12.5 M (41.0 FT) SOUTH OF THE CENTER OF
 DM1087'COMMERCE STREET, 5.45 M (17.88 FT) WEST OF THE WEST EDGE OF THE
 DM1087'ENTRANCE WALK OF THE EDUCATIONAL BUILDING, 3.15 M (10.33 FT) SOUTH OF
 DM1087'THE SOUTH EDGE OF THE SIDEWALK OF COMMERCE STREET AND 3.05 M
 DM1087'(10.01 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE EDUCATIONAL
 DM1087'BUILDING.
 DM1087
 DM1087                          STATION RECOVERY (1992)
 DM1087
 DM1087'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1087'RECOVERED IN GOOD CONDITION.
 DM1087
 DM1087                          STATION RECOVERY (1997)
 DM1087
 DM1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 DM1087'THE STATION IS LOCATED IN ASHDOWN, AT THE FIRST METHODIST CHURCH ON
 DM1087'COMMERCE STREET, AND IN THE FRONT LAWN OF THE EDUCATIONAL BUILDING
 DM1087'LOCATED ON THE WEST SIDE OF THE CHURCH.  OWNERSHIP--FIRST METHODIST
 DM1087'CHURCH, ASHDOWN AR, PHONE 501-893-5738 OR 501-893-3525.  TO REACH THE
 DM1087'STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY 32
 DM1087'WEST, ABOUT 0.4 KM (0.25 MI) NORTH OF THE JUNCTION OF HIGHWAYS 71 AND
 DM1087'32 EAST, GO SOUTH ON HIGHWAY 71 FOR 0.08 KM (0.05 MI) TO THE JUNCTION
 DM1087'OF COMMERCE STREET ON THE LEFT.  TURN LEFT, EAST ON COMMERCE STREET
 DM1087'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF KELLER STREET.  CONTINUE
 DM1087'AHEAD, EAST ON COMMERCE STREET FOR ABOUT 30 M (98.4 FT) TO THE
 DM1087'EDUCATIONAL BUILDING AND CHURCH AND THE STATION ON THE RIGHT.  THE
 DM1087'STATION IS A PUNCH HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD IN
 DM1087'A GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 DM1087'SURROUNDED BY CONCRETE RECESSED 3 CM BELOW THE GROUND SURFACE.  IT IS
 DM1087'12.4 M (40.7 FT) SOUTH OF THE CENTER OF COMMERCE STREET, 5.45 M (17.88
 DM1087'FT) WEST OF THE WEST EDGE OF THE ENTRANCE SIDEWALK TO THE EDUCATIONAL
 DM1087'BUILDING, 3.15 M (10.33 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 DM1087'PARALLEL TO COMMERCE STREET AND 3.05 M (10.01 FT) NORTH-NORTHWEST OF
 DM1087'THE NORTHWEST CORNER OF THE EDUCATIONAL BUILDING.
 DM1087
 DM1087                          STATION RECOVERY (1997)
 DM1087
 DM1087'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1087'RECOVERED IN GOOD CONDITION.
 DM1087
 DM1087                          STATION RECOVERY (1999)
 DM1087
 DM1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 DM1087'RECOVERED AS DESCRIBED.
 DM1087
 DM1087                          STATION RECOVERY (2000)
 DM1087
 DM1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 DM1087'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 DM1087'CONDITION AND AS PREVIOUSLY DESCRIBED.  ADD 2.65 M (8.69 FT) SOUTHWEST
 DM1087'OF A SIGN--RESERVED PARKING HANDICAP ONLY LOCATED AT THE NORTHWEST
 DM1087'CORNER OF THE LAWN OF THE EDUCATIONAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1092 ***********************************************************************
 DM1092  DESIGNATION -  X 307
 DM1092  PID         -  DM1092
 DM1092  STATE/COUNTY-  AR/LITTLE RIVER
 DM1092  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1092
 DM1092                         *CURRENT SURVEY CONTROL
 DM1092  ___________________________________________________________________
 DM1092* NAD 83(1986)-  33 39 48.     (N)    094 13 06.     (W)     SCALED    
 DM1092* NAVD 88     -       100.433  (meters)     329.50   (feet)  ADJUSTED  
 DM1092  ___________________________________________________________________
 DM1092  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DM1092  DYNAMIC HT  -         100.329 (meters)     329.16  (feet)  COMP
 DM1092  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 DM1092
 DM1092  VERT ORDER  -  FIRST     CLASS II
 DM1092
 DM1092.The horizontal coordinates were scaled from a topographic map and have
 DM1092.an estimated accuracy of +/- 6 seconds.
 DM1092
 DM1092.The orthometric height was determined by differential leveling
 DM1092.and adjusted by the National Geodetic Survey in June 1991..
 DM1092
 DM1092.The geoid height was determined by GEOID03.
 DM1092
 DM1092.The dynamic height is computed by dividing the NAVD 88
 DM1092.geopotential number by the normal gravity value computed on the
 DM1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1092.degrees latitude (g = 980.6199 gals.).
 DM1092
 DM1092.The modeled gravity was interpolated from observed gravity values.
 DM1092
 DM1092;                    North         East    Units  Estimated Accuracy
 DM1092;SPC AR S     -   512,770.      194,280.      MT  (+/- 180 meters Scaled)
 DM1092
 DM1092                          SUPERSEDED SURVEY CONTROL
 DM1092
 DM1092.No superseded survey control is available for this station.
 DM1092
 DM1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT870254(NAD 83)
 DM1092_MARKER: I = METAL ROD
 DM1092_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1092_SP_SET: STAINLESS STEEL ROD
 DM1092_STAMPING: X 307 1985
 DM1092_MARK LOGO: NGS   
 DM1092_PROJECTION: FLUSH
 DM1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1092_ROD/PIPE-DEPTH: 18.3 meters
 DM1092
 DM1092  HISTORY     - Date     Condition        Report By
 DM1092  HISTORY     - 1985     MONUMENTED       NGS
 DM1092  HISTORY     - 19971025 GOOD             USPSQD
 DM1092  HISTORY     - 20040922 GOOD             NGS
 DM1092
 DM1092                          STATION DESCRIPTION
 DM1092
 DM1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1092'9.3 KM (5.8 MI) WEST FROM ASHDOWN.
 DM1092'9.3 KM (5.8 MI) WESTERLY ALONG STATE HIGHWAY 32 FROM ITS NORTH
 DM1092'JUNCTION WITH U.S. HIGHWAY 71 IN ASHDOWN, 21.8 M (71.5 FT) SOUTH OF
 DM1092'THE CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) EAST OF THE CENTER OF
 DM1092'A DRIVEWAY LEADING SOUTH TO A HOUSE, 9.1 M (29.9 FT) NORTH OF A
 DM1092'UTILITY POLE, 3.1 M (10.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 DM1092'0.6 M (2.0 FT) SOUTH OF A FENCE CORNER, AND 0.3 M (1.0 FT) WEST OF A
 DM1092'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1092'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 DM1092'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DM1092
 DM1092                          STATION RECOVERY (1997)
 DM1092
 DM1092'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1092'RECOVERED IN GOOD CONDITION.
 DM1092
 DM1092                          STATION RECOVERY (2004)
 DM1092
 DM1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 DM1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1264 ***********************************************************************
 GE1264  DESIGNATION -  X 308
 GE1264  PID         -  GE1264
 GE1264  STATE/COUNTY-  AR/FULTON
 GE1264  USGS QUAD   -  WIRTH (1968)
 GE1264
 GE1264                         *CURRENT SURVEY CONTROL
 GE1264  ___________________________________________________________________
 GE1264* NAD 83(1986)-  36 23 45.     (N)    091 29 42.     (W)     SCALED    
 GE1264* NAVD 88     -       168.341  (meters)     552.30   (feet)  ADJUSTED  
 GE1264  ___________________________________________________________________
 GE1264  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE1264  DYNAMIC HT  -         168.200 (meters)     551.84  (feet)  COMP
 GE1264  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 GE1264
 GE1264  VERT ORDER  -  FIRST     CLASS II
 GE1264
 GE1264.The horizontal coordinates were scaled from a topographic map and have
 GE1264.an estimated accuracy of +/- 6 seconds.
 GE1264
 GE1264.The orthometric height was determined by differential leveling
 GE1264.and adjusted by the National Geodetic Survey in January 1995..
 GE1264
 GE1264.The geoid height was determined by GEOID03.
 GE1264
 GE1264.The dynamic height is computed by dividing the NAVD 88
 GE1264.geopotential number by the normal gravity value computed on the
 GE1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1264.degrees latitude (g = 980.6199 gals.).
 GE1264
 GE1264.The modeled gravity was interpolated from observed gravity values.
 GE1264
 GE1264;                    North         East    Units  Estimated Accuracy
 GE1264;SPC AR N     -   228,940.      445,310.      MT  (+/- 180 meters Scaled)
 GE1264
 GE1264                          SUPERSEDED SURVEY CONTROL
 GE1264
 GE1264  NGVD 29 (10/05/93)  168.224  (m)          551.91   (f) ADJUSTED    1 2
 GE1264
 GE1264.Superseded values are not recommended for survey control.
 GE1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1264.See file dsdata.txt to determine how the superseded data were derived.
 GE1264
 GE1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA349289(NAD 83)
 GE1264_MARKER: DV = VERTICAL CONTROL DISK
 GE1264_SETTING: 66 = SET IN ROCK OUTCROP
 GE1264_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1264_STAMPING: X 308 1990
 GE1264_MARK LOGO: NGS   
 GE1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1264+STABILITY: POSITION/ELEVATION WELL
 GE1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1264+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1264
 GE1264  HISTORY     - Date     Condition        Report By
 GE1264  HISTORY     - 1990     MONUMENTED       NGS
 GE1264
 GE1264                          STATION DESCRIPTION
 GE1264
 GE1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1264'11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1264'U.S. HIGHWAY 62 IN HARDY, IN A 2 BY 3-FOOT AREA OF OUTCROPPING
 GE1264'BEDROCK, 44.7 M (146.7 FT) SOUTHEAST OF MILEPOST 9, 12.9 M (42.3 FT)
 GE1264'SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) ABOVE THE LEVEL OF
 GE1264'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0968 ***********************************************************************
 GF0968  DESIGNATION -  X 309
 GF0968  PID         -  GF0968
 GF0968  STATE/COUNTY-  AR/BENTON
 GF0968  USGS QUAD   -  GARFIELD (1976)
 GF0968
 GF0968                         *CURRENT SURVEY CONTROL
 GF0968  ___________________________________________________________________
 GF0968* NAD 83(1986)-  36 27 03.     (N)    093 57 49.     (W)     SCALED    
 GF0968* NAVD 88     -       469.789  (meters)    1541.30   (feet)  ADJUSTED  
 GF0968  ___________________________________________________________________
 GF0968  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GF0968  DYNAMIC HT  -         469.374 (meters)    1539.94  (feet)  COMP
 GF0968  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GF0968
 GF0968  VERT ORDER  -  FIRST     CLASS II
 GF0968
 GF0968.The horizontal coordinates were scaled from a topographic map and have
 GF0968.an estimated accuracy of +/- 6 seconds.
 GF0968
 GF0968.The orthometric height was determined by differential leveling
 GF0968.and adjusted by the National Geodetic Survey in June 1991..
 GF0968
 GF0968.The geoid height was determined by GEOID03.
 GF0968
 GF0968.The dynamic height is computed by dividing the NAVD 88
 GF0968.geopotential number by the normal gravity value computed on the
 GF0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0968.degrees latitude (g = 980.6199 gals.).
 GF0968
 GF0968.The modeled gravity was interpolated from observed gravity values.
 GF0968
 GF0968;                    North         East    Units  Estimated Accuracy
 GF0968;SPC AR N     -   236,690.      223,970.      MT  (+/- 180 meters Scaled)
 GF0968
 GF0968                          SUPERSEDED SURVEY CONTROL
 GF0968
 GF0968  NGVD 29 (10/05/93)  469.632  (m)         1540.78   (f) ADJUSTED    1 2
 GF0968
 GF0968.Superseded values are not recommended for survey control.
 GF0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0968.See file dsdata.txt to determine how the superseded data were derived.
 GF0968
 GF0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA136343(NAD 83)
 GF0968_MARKER: DV = VERTICAL CONTROL DISK
 GF0968_SETTING: 66 = SET IN ROCK OUTCROP
 GF0968_SP_SET: IN A DRILL HOLE IN BEDROCK
 GF0968_STAMPING: X 309 1989
 GF0968_MARK LOGO: NGS   
 GF0968_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0968+STABILITY: POSITION/ELEVATION WELL
 GF0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0968+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0968
 GF0968  HISTORY     - Date     Condition        Report By
 GF0968  HISTORY     - 1989     MONUMENTED       NGS
 GF0968
 GF0968                          STATION DESCRIPTION
 GF0968
 GF0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0968'1.0 KM (0.60 MI) NORTHEASTERLY ALONG U.S HIGHWAY 62 FROM THE POST
 GF0968'OFFICE IN GARFIELD, IN A 3 BY 15 FOOT EXPOSED AREA OF BEDROCK BETWEEN
 GF0968'THE HIGHWAY AND A GRAVEL ROAD.  18.7 M (61.4 FT) SOUTHEAST OF THE
 GF0968'CENTERLINE OF THE HIGHWAY, 8.2 M (26.9 FT) SOUTHEAST OF UTILITY POLE
 GF0968'NUMBER 300 7, 7.3 M (24.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL
 GF0968'ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.0 M (3.3
 GF0968'FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0937 ***********************************************************************
 EH0937  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0937  DESIGNATION -  X 30=GOODWIN RM 2
 EH0937  PID         -  EH0937
 EH0937  STATE/COUNTY-  AR/ST FRANCIS
 EH0937  USGS QUAD   -  PALESTINE (1984)
 EH0937
 EH0937                         *CURRENT SURVEY CONTROL
 EH0937  ___________________________________________________________________
 EH0937* NAD 83(1997)-  34 56 45.35567(N)    090 59 43.12531(W)     ADJUSTED  
 EH0937* NAVD 88     -        63.92   (meters)     209.7    (feet)  GPS OBS   
 EH0937  ___________________________________________________________________
 EH0937  X           -     -90,915.944 (meters)                     COMP
 EH0937  Y           -  -5,233,105.613 (meters)                     COMP
 EH0937  Z           -   3,632,972.949 (meters)                     COMP
 EH0937  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EH0937  ELLIP HEIGHT-          36.97  (meters)          (04/05/04) GPS OBS
 EH0937  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0937  DYNAMIC HT  -          63.86  (meters)     209.5   (feet)  COMP
 EH0937  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 EH0937
 EH0937  HORZ ORDER  -  B
 EH0937  VERT ORDER  -  THIRD (See Below)
 EH0937  ELLP ORDER  -  SECOND    CLASS II
 EH0937
 EH0937.The horizontal coordinates were established by GPS observations
 EH0937.and adjusted by the National Geodetic Survey in April 2004..
 EH0937
 EH0937.The orthometric height was determined by GPS observations and a
 EH0937.high-resolution geoid model using precise GPS observation and
 EH0937.processing techniques. It supersedes the leveled height previously
 EH0937.determined for this station.
 EH0937.WARNING-GPS observations at this control monument resulted in a GPS
 EH0937.derived orthometric height which differed from the leveled height by
 EH0937.more than one decimeter (0.1 meter).
 EH0937.WARNING-Repeat measurements at this control monument indicate possible
 EH0937.vertical movement.
 EH0937.The vertical order pertains to the first NAVD 88 superseded value.
 EH0937
 EH0937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0937
 EH0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0937
 EH0937.The ellipsoidal height was determined by GPS observations
 EH0937.and is referenced to NAD 83.
 EH0937
 EH0937.The geoid height was determined by GEOID03.
 EH0937
 EH0937.The dynamic height is computed by dividing the NAVD 88
 EH0937.geopotential number by the normal gravity value computed on the
 EH0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0937.degrees latitude (g = 980.6199 gals.).
 EH0937
 EH0937.The modeled gravity was interpolated from observed gravity values.
 EH0937
 EH0937;                    North         East     Units Scale Factor Converg.
 EH0937;SPC AR N     -    68,431.378   491,774.546   MT  0.99999755   +0 35 04.7
 EH0937;SPC AR N     -   224,511.95  1,613,430.32   sFT  0.99999755   +0 35 04.7
 EH0937;UTM  15      - 3,868,882.050   683,064.241   MT  1.00001305   +1 08 55.0
 EH0937
 EH0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0937!SPC AR N     -   0.99999420  x   0.99999755  =   0.99999175
 EH0937!UTM  15      -   0.99999420  x   1.00001305  =   1.00000725
 EH0937
 EH0937                          SUPERSEDED SURVEY CONTROL
 EH0937
 EH0937  NAVD 88 (06/15/91)   63.813  (m)          209.36   (f) ADJUSTED    1 2
 EH0937  NGVD 29 (??/??/??)   63.812  (m)          209.36   (f) ADJUSTED    1 2
 EH0937
 EH0937.Superseded values are not recommended for survey control.
 EH0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0937.See file dsdata.txt to determine how the superseded data were derived.
 EH0937
 EH0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8306468882(NAD 83)
 EH0937_MARKER: DB = BENCH MARK DISK
 EH0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0937_STAMPING: 209.192 X 30 1933 RM 2
 EH0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0937+STABILITY: SURFACE MOTION
 EH0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0937+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2002
 EH0937
 EH0937  HISTORY     - Date     Condition        Report By
 EH0937  HISTORY     - 1933     MONUMENTED       CGS
 EH0937  HISTORY     - 1955     GOOD             CGS
 EH0937  HISTORY     - 20020322 GOOD             USACE
 EH0937
 EH0937                          STATION DESCRIPTION
 EH0937
 EH0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH0937'5.7 MI SW FROM PALESTINE.
 EH0937'ABOUT 5.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH0937'RAILROAD FROM THE STATION SIGN AND ROAD CROSSING AT PALESTINE, ABOUT
 EH0937'0.45 MILE SOUTHWEST OF MILE POLE 57, ABOUT 1.55 MILE NORTHEAST OF
 EH0937'GOODWIN, 130 1/2 FEET EAST OF CENTER OF A GRAVEL ROAD CROSSING, 94
 EH0937'FEET SOUTHEAST OF SOUTHEAST RAIL. 54 FEET NORTHWEST OF CENTER LINE OF
 EH0937'U.S. HIGHWAY 70, 108 1/2 FEET EAST OF CROSSING SIGN, 152 FEET EAST OF
 EH0937'STATION MARK GOODWIN 2, 237 FEET EAST OF GOODWIN 2 RM NO. 3, ABOUT 3
 EH0937'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 EH0937'PROJECTING 3 INCHES.
 EH0937
 EH0937                          STATION RECOVERY (2002)
 EH0937
 EH0937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH0937'THIS STATION HAS BEEN HIT BY MOWER AND SMALL PORTION OF DISK HAS BEEN
 EH0937'CHIPPED OFF, BUT MARK IS VERY STABLE. RECOMMEND OCCUPYING THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1254 ***********************************************************************
 FH1254  DESIGNATION -  X 310
 FH1254  PID         -  FH1254
 FH1254  STATE/COUNTY-  AR/WASHINGTON
 FH1254  USGS QUAD   -  WEST FORK (1994)
 FH1254
 FH1254                         *CURRENT SURVEY CONTROL
 FH1254  ___________________________________________________________________
 FH1254* NAD 83(1986)-  35 53 48.     (N)    094 10 35.     (W)     SCALED    
 FH1254* NAVD 88     -       428.421  (meters)    1405.58   (feet)  ADJUSTED  
 FH1254  ___________________________________________________________________
 FH1254  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FH1254  DYNAMIC HT  -         428.026 (meters)    1404.28  (feet)  COMP
 FH1254  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FH1254
 FH1254  VERT ORDER  -  FIRST     CLASS II
 FH1254
 FH1254.The horizontal coordinates were scaled from a topographic map and have
 FH1254.an estimated accuracy of +/- 6 seconds.
 FH1254
 FH1254.The orthometric height was determined by differential leveling
 FH1254.and adjusted by the National Geodetic Survey in June 1991..
 FH1254
 FH1254.The geoid height was determined by GEOID03.
 FH1254
 FH1254.The dynamic height is computed by dividing the NAVD 88
 FH1254.geopotential number by the normal gravity value computed on the
 FH1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1254.degrees latitude (g = 980.6199 gals.).
 FH1254
 FH1254.The modeled gravity was interpolated from observed gravity values.
 FH1254
 FH1254;                    North         East    Units  Estimated Accuracy
 FH1254;SPC AR N     -   175,610.      203,540.      MT  (+/- 180 meters Scaled)
 FH1254
 FH1254                          SUPERSEDED SURVEY CONTROL
 FH1254
 FH1254  NGVD 29 (10/05/93)  428.262  (m)         1405.06   (f) ADJUSTED    1 2
 FH1254
 FH1254.Superseded values are not recommended for survey control.
 FH1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1254.See file dsdata.txt to determine how the superseded data were derived.
 FH1254
 FH1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV938731(NAD 83)
 FH1254_MARKER: DV = VERTICAL CONTROL DISK
 FH1254_SETTING: 66 = SET IN ROCK OUTCROP
 FH1254_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1254_STAMPING: X 310 1989
 FH1254_MARK LOGO: NGS   
 FH1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1254+STABILITY: POSITION/ELEVATION WELL
 FH1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1254+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 FH1254
 FH1254  HISTORY     - Date     Condition        Report By
 FH1254  HISTORY     - 1989     MONUMENTED       NGS
 FH1254  HISTORY     - 19990515 GOOD             USPSQD
 FH1254  HISTORY     - 20030623 GOOD             ARHD
 FH1254
 FH1254                          STATION DESCRIPTION
 FH1254
 FH1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1254'3.8 KM (2.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 FH1254'OF STATE HIGHWAY 180 IN WEST FORK, IN A LARGE EXPOSED AREA OF BEDROCK
 FH1254'IN A HIGHWAY CUT, 174.0 M (570.9 FT) SOUTH OF THE CENTER OF A
 FH1254'DRIVEWAY LEADING WEST, 37.6 M (123.4 FT) NORTH OF THE SOUTH END OF
 FH1254'THE CUT, 18.7 M (61.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 1.5
 FH1254'M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH
 FH1254'OF A WITNESS POST.
 FH1254
 FH1254                          STATION RECOVERY (1999)
 FH1254
 FH1254'RECOVERY NOTE BY US POWER SQUADRON 1999
 FH1254'RECOVERED IN GOOD CONDITION.
 FH1254
 FH1254                          STATION RECOVERY (2003)
 FH1254
 FH1254'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 FH1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1215 ***********************************************************************
 FH1215  DESIGNATION -  X 311
 FH1215  PID         -  FH1215
 FH1215  STATE/COUNTY-  AR/CRAWFORD
 FH1215  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH1215
 FH1215                         *CURRENT SURVEY CONTROL
 FH1215  ___________________________________________________________________
 FH1215* NAD 83(1986)-  35 34 11.     (N)    094 14 08.     (W)     SCALED    
 FH1215* NAVD 88     -       181.728  (meters)     596.22   (feet)  ADJUSTED  
 FH1215  ___________________________________________________________________
 FH1215  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FH1215  DYNAMIC HT  -         181.558 (meters)     595.66  (feet)  COMP
 FH1215  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FH1215
 FH1215  VERT ORDER  -  FIRST     CLASS II
 FH1215
 FH1215.The horizontal coordinates were scaled from a topographic map and have
 FH1215.an estimated accuracy of +/- 6 seconds.
 FH1215
 FH1215.The orthometric height was determined by differential leveling
 FH1215.and adjusted by the National Geodetic Survey in June 1991..
 FH1215
 FH1215.The geoid height was determined by GEOID03.
 FH1215
 FH1215.The dynamic height is computed by dividing the NAVD 88
 FH1215.geopotential number by the normal gravity value computed on the
 FH1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1215.degrees latitude (g = 980.6199 gals.).
 FH1215
 FH1215.The modeled gravity was interpolated from observed gravity values.
 FH1215
 FH1215;                    North         East    Units  Estimated Accuracy
 FH1215;SPC AR N     -   139,470.      197,380.      MT  (+/- 180 meters Scaled)
 FH1215
 FH1215                          SUPERSEDED SURVEY CONTROL
 FH1215
 FH1215  NGVD 29 (10/05/93)  181.614  (m)          595.85   (f) ADJUSTED    1 2
 FH1215
 FH1215.Superseded values are not recommended for survey control.
 FH1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1215.See file dsdata.txt to determine how the superseded data were derived.
 FH1215
 FH1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV880369(NAD 83)
 FH1215_MARKER: DV = VERTICAL CONTROL DISK
 FH1215_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH1215_SP_SET: PIER
 FH1215_STAMPING: X 311 1989
 FH1215_MARK LOGO: NGS   
 FH1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1215+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1215
 FH1215  HISTORY     - Date     Condition        Report By
 FH1215  HISTORY     - 1989     MONUMENTED       NGS
 FH1215
 FH1215                          STATION DESCRIPTION
 FH1215
 FH1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1215'9.6 KM (5.95 MI) SOUTHWESTERLY ALONG THE ARKANSAS AND MISSOURI
 FH1215'RAILROAD FROM THE JUNCTION OF STATE HIGHWAY 282 IN MOUNTAINBURG, SET
 FH1215'VERTICALLY IN THE CENTER OF THE NORTHWEST FACE OF THE NORTHWEST PIER
 FH1215'OF A RAILROAD BRIDGE SPANNING FROG BAYOU, 23.2 M (76.1 FT) NORTHEAST
 FH1215'OF THE CENTER OF A ROAD, 8.8 M (28.9 FT) EAST OF THE CENTER OF A
 FH1215'DRIVEWAY, 4.6 M (15.1 FT) SOUTHWEST OF THE NORTHEAST END OF THE PIER,
 FH1215'AND 1.5 M (4.9 FT) ABOVE THE GROUND AND DIRECTLY BELOW THE RAILROAD
 FH1215'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1240 ***********************************************************************
 FH1240  DESIGNATION -  X 312
 FH1240  PID         -  FH1240
 FH1240  STATE/COUNTY-  AR/WASHINGTON
 FH1240  USGS QUAD   -  WINSLOW (1983)
 FH1240
 FH1240                         *CURRENT SURVEY CONTROL
 FH1240  ___________________________________________________________________
 FH1240* NAD 83(1986)-  35 48 57.     (N)    094 07 44.     (W)     SCALED    
 FH1240* NAVD 88     -       493.191  (meters)    1618.08   (feet)  ADJUSTED  
 FH1240  ___________________________________________________________________
 FH1240  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FH1240  DYNAMIC HT  -         492.722 (meters)    1616.54  (feet)  COMP
 FH1240  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 FH1240
 FH1240  VERT ORDER  -  FIRST     CLASS II
 FH1240
 FH1240.The horizontal coordinates were scaled from a topographic map and have
 FH1240.an estimated accuracy of +/- 6 seconds.
 FH1240
 FH1240.The orthometric height was determined by differential leveling
 FH1240.and adjusted by the National Geodetic Survey in June 1991..
 FH1240
 FH1240.The geoid height was determined by GEOID03.
 FH1240
 FH1240.The dynamic height is computed by dividing the NAVD 88
 FH1240.geopotential number by the normal gravity value computed on the
 FH1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1240.degrees latitude (g = 980.6199 gals.).
 FH1240
 FH1240.The modeled gravity was interpolated from observed gravity values.
 FH1240
 FH1240;                    North         East    Units  Estimated Accuracy
 FH1240;SPC AR N     -   166,550.      207,630.      MT  (+/- 180 meters Scaled)
 FH1240
 FH1240                          SUPERSEDED SURVEY CONTROL
 FH1240
 FH1240  NGVD 29 (10/05/93)  493.031  (m)         1617.55   (f) ADJUSTED    1 2
 FH1240
 FH1240.Superseded values are not recommended for survey control.
 FH1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1240.See file dsdata.txt to determine how the superseded data were derived.
 FH1240
 FH1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV980641(NAD 83)
 FH1240_MARKER: DV = VERTICAL CONTROL DISK
 FH1240_SETTING: 66 = SET IN ROCK OUTCROP
 FH1240_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1240_STAMPING: X 312 1989
 FH1240_MARK LOGO: NGS   
 FH1240_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1240+STABILITY: POSITION/ELEVATION WELL
 FH1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1240+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 FH1240
 FH1240  HISTORY     - Date     Condition        Report By
 FH1240  HISTORY     - 1989     MONUMENTED       NGS
 FH1240  HISTORY     - 20030623 GOOD             ARHD
 FH1240
 FH1240                          STATION DESCRIPTION
 FH1240
 FH1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1240'1.0 KM (0.60 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1240'WITH STATE HIGHWAY 74 IN WINSLOW, IN THE SOUTHERN 1/3 OF A LARGE AREA
 FH1240'OF OUTCROPPING BEDROCK ALONG THE EAST BANK OF THE WEST FORK OF THE
 FH1240'WHITE RIVER, 75.4 M (247.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FH1240'39.5 M (129.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SWANTON
 FH1240'RESIDENCE, 28.0 M (91.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 FH1240'BRIDGE, AND 17.8 M (58.4 FT) NORTH OF THE CENTER OF A GRAVELED ROAD
 FH1240'LEADING EAST.
 FH1240
 FH1240                          STATION RECOVERY (2003)
 FH1240
 FH1240'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 FH1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2192 ***********************************************************************
 FF2192  DESIGNATION -  X 314
 FF2192  PID         -  FF2192
 FF2192  STATE/COUNTY-  AR/POINSETT
 FF2192  USGS QUAD   -  TRUMANN (1983)
 FF2192
 FF2192                         *CURRENT SURVEY CONTROL
 FF2192  ___________________________________________________________________
 FF2192* NAD 83(1986)-  35 41 57.     (N)    090 31 21.     (W)     SCALED    
 FF2192* NAVD 88     -        67.236  (meters)     220.59   (feet)  ADJUSTED  
 FF2192  ___________________________________________________________________
 FF2192  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF2192  DYNAMIC HT  -          67.178 (meters)     220.40  (feet)  COMP
 FF2192  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 FF2192
 FF2192  VERT ORDER  -  FIRST     CLASS II
 FF2192
 FF2192.The horizontal coordinates were scaled from a topographic map and have
 FF2192.an estimated accuracy of +/- 6 seconds.
 FF2192
 FF2192.The orthometric height was determined by differential leveling
 FF2192.and adjusted by the National Geodetic Survey in January 1995..
 FF2192
 FF2192.The geoid height was determined by GEOID03.
 FF2192
 FF2192.The dynamic height is computed by dividing the NAVD 88
 FF2192.geopotential number by the normal gravity value computed on the
 FF2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2192.degrees latitude (g = 980.6199 gals.).
 FF2192
 FF2192.The modeled gravity was interpolated from observed gravity values.
 FF2192
 FF2192;                    North         East    Units  Estimated Accuracy
 FF2192;SPC AR N     -   152,530.      533,710.      MT  (+/- 180 meters Scaled)
 FF2192
 FF2192                          SUPERSEDED SURVEY CONTROL
 FF2192
 FF2192  NGVD 29 (10/05/93)   67.161  (m)          220.34   (f) ADJUSTED    1 2
 FF2192
 FF2192.Superseded values are not recommended for survey control.
 FF2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2192.See file dsdata.txt to determine how the superseded data were derived.
 FF2192
 FF2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV241534(NAD 83)
 FF2192_MARKER: I = METAL ROD
 FF2192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2192_SP_SET: STAINLESS STEEL ROD
 FF2192_STAMPING: X 314 1990
 FF2192_MARK LOGO: NGS   
 FF2192_PROJECTION: FLUSH
 FF2192_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2192+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF2192_ROD/PIPE-DEPTH: 21.9 meters
 FF2192
 FF2192  HISTORY     - Date     Condition        Report By
 FF2192  HISTORY     - 1990     MONUMENTED       NGS
 FF2192  HISTORY     - 20020814 GOOD             USACE
 FF2192
 FF2192                          STATION DESCRIPTION
 FF2192
 FF2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2192'3.4 KM (2.10 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF2192'FROM THE JUNCTION OF CARLSON STREET IN TRUMANN, 24.3 M (79.7 FT)
 FF2192'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE, 12.2 M (40.0 FT)
 FF2192'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 11.4 M (37.4 FT) NORTHEAST
 FF2192'OF THE NEAR RAIL, 1.2 M (3.9 FT) NORTHWEST OF A UTILITY POLE, 0.6 M
 FF2192'(2.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHEAST OF
 FF2192'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FF2192'LOGO CAP.
 FF2192
 FF2192                          STATION RECOVERY (2002)
 FF2192
 FF2192'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2192'MARK HAS BEEN BUMPED. POSSIBLY UTILITY CREW REMOVING POLES, BUT SHOULD
 FF2192'HOLD ELEV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1224 ***********************************************************************
 GE1224  DESIGNATION -  X 315
 GE1224  PID         -  GE1224
 GE1224  STATE/COUNTY-  AR/LAWRENCE
 GE1224  USGS QUAD   -  IMBODEN (1981)
 GE1224
 GE1224                         *CURRENT SURVEY CONTROL
 GE1224  ___________________________________________________________________
 GE1224* NAD 83(1986)-  36 08 57.     (N)    091 09 36.     (W)     SCALED    
 GE1224* NAVD 88     -       112.587  (meters)     369.38   (feet)  ADJUSTED  
 GE1224  ___________________________________________________________________
 GE1224  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GE1224  DYNAMIC HT  -         112.494 (meters)     369.07  (feet)  COMP
 GE1224  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GE1224
 GE1224  VERT ORDER  -  FIRST     CLASS II
 GE1224
 GE1224.The horizontal coordinates were scaled from a topographic map and have
 GE1224.an estimated accuracy of +/- 6 seconds.
 GE1224
 GE1224.The orthometric height was determined by differential leveling
 GE1224.and adjusted by the National Geodetic Survey in January 1995..
 GE1224
 GE1224.The geoid height was determined by GEOID03.
 GE1224
 GE1224.The dynamic height is computed by dividing the NAVD 88
 GE1224.geopotential number by the normal gravity value computed on the
 GE1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1224.degrees latitude (g = 980.6199 gals.).
 GE1224
 GE1224.The modeled gravity was interpolated from observed gravity values.
 GE1224
 GE1224;                    North         East    Units  Estimated Accuracy
 GE1224;SPC AR N     -   201,780.      475,590.      MT  (+/- 180 meters Scaled)
 GE1224
 GE1224                          SUPERSEDED SURVEY CONTROL
 GE1224
 GE1224  NGVD 29 (10/05/93)  112.494  (m)          369.07   (f) ADJUSTED    1 2
 GE1224
 GE1224.Superseded values are not recommended for survey control.
 GE1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1224.See file dsdata.txt to determine how the superseded data were derived.
 GE1224
 GE1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA655020(NAD 83)
 GE1224_MARKER: DV = VERTICAL CONTROL DISK
 GE1224_SETTING: 66 = SET IN ROCK OUTCROP
 GE1224_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1224_STAMPING: X 315 1990
 GE1224_MARK LOGO: NGS   
 GE1224_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1224+STABILITY: POSITION/ELEVATION WELL
 GE1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1224+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1224
 GE1224  HISTORY     - Date     Condition        Report By
 GE1224  HISTORY     - 1990     MONUMENTED       NGS
 GE1224  HISTORY     - 20021026 MARK NOT FOUND   USACE
 GE1224
 GE1224                          STATION DESCRIPTION
 GE1224
 GE1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1224'7.2 KM (4.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1224'U.S. HIGHWAY 62 IN IMBODEN, IN THE SOUTHERN 1/3 OF AN 8 BY 10-FOOT
 GE1224'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 37.7 M (123.7 FT) NORTH OF
 GE1224'A UTILITY POLE, 11.5 M (37.7 FT) EAST OF THE HIGHWAY CENTERLINE, 0.6
 GE1224'M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTH
 GE1224'OF A WITNESS POST.
 GE1224
 GE1224                          STATION RECOVERY (2002)
 GE1224
 GE1224'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1244 ***********************************************************************
 GE1244  DESIGNATION -  X 316
 GE1244  PID         -  GE1244
 GE1244  STATE/COUNTY-  AR/SHARP
 GE1244  USGS QUAD   -  WILLIFORD (1981)
 GE1244
 GE1244                         *CURRENT SURVEY CONTROL
 GE1244  ___________________________________________________________________
 GE1244* NAD 83(1986)-  36 15 31.     (N)    091 20 49.     (W)     SCALED    
 GE1244* NAVD 88     -       124.322  (meters)     407.88   (feet)  ADJUSTED  
 GE1244  ___________________________________________________________________
 GE1244  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GE1244  DYNAMIC HT  -         124.218 (meters)     407.54  (feet)  COMP
 GE1244  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GE1244
 GE1244  VERT ORDER  -  FIRST     CLASS II
 GE1244
 GE1244.The horizontal coordinates were scaled from a topographic map and have
 GE1244.an estimated accuracy of +/- 6 seconds.
 GE1244
 GE1244.The orthometric height was determined by differential leveling
 GE1244.and adjusted by the National Geodetic Survey in January 1995..
 GE1244
 GE1244.The geoid height was determined by GEOID03.
 GE1244
 GE1244.The dynamic height is computed by dividing the NAVD 88
 GE1244.geopotential number by the normal gravity value computed on the
 GE1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1244.degrees latitude (g = 980.6199 gals.).
 GE1244
 GE1244.The modeled gravity was interpolated from observed gravity values.
 GE1244
 GE1244;                    North         East    Units  Estimated Accuracy
 GE1244;SPC AR N     -   213,800.      458,690.      MT  (+/- 180 meters Scaled)
 GE1244
 GE1244                          SUPERSEDED SURVEY CONTROL
 GE1244
 GE1244  NGVD 29 (10/05/93)  124.217  (m)          407.54   (f) ADJUSTED    1 2
 GE1244
 GE1244.Superseded values are not recommended for survey control.
 GE1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1244.See file dsdata.txt to determine how the superseded data were derived.
 GE1244
 GE1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA485139(NAD 83)
 GE1244_MARKER: DV = VERTICAL CONTROL DISK
 GE1244_SETTING: 66 = SET IN ROCK OUTCROP
 GE1244_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1244_STAMPING: X 316 1990
 GE1244_MARK LOGO: NGS   
 GE1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1244+STABILITY: POSITION/ELEVATION WELL
 GE1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1244+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1244
 GE1244  HISTORY     - Date     Condition        Report By
 GE1244  HISTORY     - 1990     MONUMENTED       NGS
 GE1244
 GE1244                          STATION DESCRIPTION
 GE1244
 GE1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1244'1.4 KM (0.85 MI) NORTHERLY ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 GE1244'IN WILLIFORD, IN THE SOUTHERN 1/3 OF AN EXPOSED AREA OF BEDROCK IN A
 GE1244'HIGHWAY CUT, 7.2 M (23.6 FT) WEST-NORTHWEST OF THE HIGHWAY
 GE1244'CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 GE1244'(1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0217 ***********************************************************************
 GG0217  DESIGNATION -  X 33
 GG0217  PID         -  GG0217
 GG0217  STATE/COUNTY-  AR/BENTON
 GG0217  USGS QUAD   -  COLCORD NE (1971)
 GG0217
 GG0217                         *CURRENT SURVEY CONTROL
 GG0217  ___________________________________________________________________
 GG0217* NAD 83(1986)-  36 29 42.     (N)    094 35 07.     (W)     SCALED    
 GG0217* NAVD 88     -       296.048  (meters)     971.28   (feet)  ADJUSTED  
 GG0217  ___________________________________________________________________
 GG0217  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GG0217  DYNAMIC HT  -         295.795 (meters)     970.45  (feet)  COMP
 GG0217  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GG0217
 GG0217  VERT ORDER  -  SECOND    CLASS 0
 GG0217
 GG0217.The horizontal coordinates were scaled from a topographic map and have
 GG0217.an estimated accuracy of +/- 6 seconds.
 GG0217
 GG0217.The orthometric height was determined by differential leveling
 GG0217.and adjusted by the National Geodetic Survey in June 1991..
 GG0217
 GG0217.The geoid height was determined by GEOID03.
 GG0217
 GG0217.The dynamic height is computed by dividing the NAVD 88
 GG0217.geopotential number by the normal gravity value computed on the
 GG0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0217.degrees latitude (g = 980.6199 gals.).
 GG0217
 GG0217.The modeled gravity was interpolated from observed gravity values.
 GG0217
 GG0217;                    North         East    Units  Estimated Accuracy
 GG0217;SPC AR N     -   242,870.      168,380.      MT  (+/- 180 meters Scaled)
 GG0217
 GG0217                          SUPERSEDED SURVEY CONTROL
 GG0217
 GG0217  NGVD 29 (??/??/92)  295.933  (m)          970.91   (f) ADJ UNCH    2 0
 GG0217
 GG0217.Superseded values are not recommended for survey control.
 GG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0217.See file dsdata.txt to determine how the superseded data were derived.
 GG0217
 GG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA580400(NAD 83)
 GG0217_MARKER: DB = BENCH MARK DISK
 GG0217_SETTING: 0 = UNSPECIFIED SETTING
 GG0217_STAMPING: X 33 1934
 GG0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0217
 GG0217  HISTORY     - Date     Condition        Report By
 GG0217  HISTORY     - 1934     MONUMENTED       CGS
 GG0217  HISTORY     - 1971     GOOD             USGS
 GG0217
 GG0217                          STATION DESCRIPTION
 GG0217
 GG0217'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 GG0217'1.8 MI E FROM SOUTHWEST CITY.
 GG0217'1.8 MI. SE ALONG THE RR GRADE WHICH IS NOW A COUNTY RD. FROM
 GG0217'SOUTHWEST CITY MO. T 21 N R 34 W.  IN THE S. 1/2 OF SEC. 15.
 GG0217'10 FT. N. 20 FT. E AND LEVEL WITH THE X RDS.  3 FT. SW. OF THE
 GG0217'NE R/W FE. ABOUT 0.5 FT. BELOW THE SURFACE OF THE GROUND.
 GG0217'STANDARD DISK STAMPED X 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0334 ***********************************************************************
 GF0334  DESIGNATION -  X 35
 GF0334  PID         -  GF0334
 GF0334  STATE/COUNTY-  AR/BOONE
 GF0334  USGS QUAD   -  BERGMAN (1975)
 GF0334
 GF0334                         *CURRENT SURVEY CONTROL
 GF0334  ___________________________________________________________________
 GF0334* NAD 83(1986)-  36 18 58.     (N)    093 03 31.     (W)     SCALED    
 GF0334* NAVD 88     -       332.263  (meters)    1090.10   (feet)  ADJUSTED  
 GF0334  ___________________________________________________________________
 GF0334  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0334  DYNAMIC HT  -         331.968 (meters)    1089.13  (feet)  COMP
 GF0334  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 GF0334
 GF0334  VERT ORDER  -  SECOND    CLASS 0
 GF0334
 GF0334.The horizontal coordinates were scaled from a topographic map and have
 GF0334.an estimated accuracy of +/- 6 seconds.
 GF0334
 GF0334.The orthometric height was determined by differential leveling
 GF0334.and adjusted by the National Geodetic Survey in June 1991..
 GF0334
 GF0334.The geoid height was determined by GEOID03.
 GF0334
 GF0334.The dynamic height is computed by dividing the NAVD 88
 GF0334.geopotential number by the normal gravity value computed on the
 GF0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0334.degrees latitude (g = 980.6199 gals.).
 GF0334
 GF0334.The modeled gravity was interpolated from observed gravity values.
 GF0334
 GF0334;                    North         East    Units  Estimated Accuracy
 GF0334;SPC AR N     -   220,490.      304,930.      MT  (+/- 180 meters Scaled)
 GF0334
 GF0334                          SUPERSEDED SURVEY CONTROL
 GF0334
 GF0334  NGVD 29 (??/??/92)  332.125  (m)         1089.65   (f) ADJ UNCH    2 0
 GF0334
 GF0334.Superseded values are not recommended for survey control.
 GF0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0334.See file dsdata.txt to determine how the superseded data were derived.
 GF0334
 GF0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA947190(NAD 83)
 GF0334_MARKER: DB = BENCH MARK DISK
 GF0334_SETTING: 66 = SET IN ROCK OUTCROP
 GF0334_SP_SET: ROCK LEDGE
 GF0334_STAMPING: X-35 1934
 GF0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0334+STABILITY: POSITION/ELEVATION WELL
 GF0334
 GF0334  HISTORY     - Date     Condition        Report By
 GF0334  HISTORY     - 1934     MONUMENTED       CGS
 GF0334
 GF0334                          STATION DESCRIPTION
 GF0334
 GF0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0334'3.3 MI NW FROM BERGMAN.
 GF0334'3.3 MILES NORTHWEST OF, ALONG MISSOURI PACIFIC R.R. FROM STATION
 GF0334'AT POLE 418-28, 230 FEET NORTH OF THE SOUTH END OF CUT, 14.3
 GF0334'FEET EAST OF RAILROAD CENTERLINE, 1 FOOT ABOVE THE TOP OF
 GF0334'RAILS.  TABLET SET IN TOP OF A LEDGE OF LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0088 ***********************************************************************
 GF0088  DESIGNATION -  X 36
 GF0088  PID         -  GF0088
 GF0088  STATE/COUNTY-  AR/BAXTER
 GF0088  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0088
 GF0088                         *CURRENT SURVEY CONTROL
 GF0088  ___________________________________________________________________
 GF0088* NAD 83(1986)-  36 17 37.     (N)    092 27 41.     (W)     SCALED    
 GF0088* NAVD 88     -       241.378  (meters)     791.92   (feet)  ADJUSTED  
 GF0088  ___________________________________________________________________
 GF0088  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0088  DYNAMIC HT  -         241.172 (meters)     791.25  (feet)  COMP
 GF0088  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GF0088
 GF0088  VERT ORDER  -  SECOND    CLASS 0
 GF0088
 GF0088.The horizontal coordinates were scaled from a topographic map and have
 GF0088.an estimated accuracy of +/- 6 seconds.
 GF0088
 GF0088.The orthometric height was determined by differential leveling
 GF0088.and adjusted by the National Geodetic Survey in June 1991..
 GF0088
 GF0088.The geoid height was determined by GEOID03.
 GF0088
 GF0088.The dynamic height is computed by dividing the NAVD 88
 GF0088.geopotential number by the normal gravity value computed on the
 GF0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0088.degrees latitude (g = 980.6199 gals.).
 GF0088
 GF0088.The modeled gravity was interpolated from observed gravity values.
 GF0088
 GF0088;                    North         East    Units  Estimated Accuracy
 GF0088;SPC AR N     -   217,580.      358,550.      MT  (+/- 180 meters Scaled)
 GF0088
 GF0088                          SUPERSEDED SURVEY CONTROL
 GF0088
 GF0088  NGVD 29 (??/??/92)  241.26   (m)          791.5    (f) COMPUTED    2 0
 GF0088
 GF0088.Superseded values are not recommended for survey control.
 GF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0088.See file dsdata.txt to determine how the superseded data were derived.
 GF0088
 GF0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA483166(NAD 83)
 GF0088_MARKER: DB = BENCH MARK DISK
 GF0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0088_STAMPING: X-36 1934
 GF0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0088+STABILITY: SURFACE MOTION
 GF0088
 GF0088  HISTORY     - Date     Condition        Report By
 GF0088  HISTORY     - 1934     MONUMENTED       CGS
 GF0088
 GF0088                          STATION DESCRIPTION
 GF0088
 GF0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0088'5.6 MI SW FROM MOUNTAIN HOME.
 GF0088'5.6 MILES SOUTHWEST OF ALONG U.S. HIGHWAY 62 FROM COURTHOUSE
 GF0088'ABOUT 1.3 MILE EAST OF BENCH MARK T 36, AND JUNCTION OF STATE
 GF0088'HIGHWAY 126, 180 FEET WEST OF DRIVEWAY TO FRED MAYES FARMHOUSE,
 GF0088'ACROSS THE HIGHWAY FROM TELEPHONE E10, 29.5 FEET SOUTH OF
 GF0088'HIGHWAY CENTERLINE, 4.5 FEET SOUTHWEST OF POWER LINE POLE, 1
 GF0088'FT. NORTH OF PROPERTY-LINE FENCE.  TABLET SET IN PRECAST CONCRETE
 GF0088'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0089 ***********************************************************************
 GF0089  DESIGNATION -  X 36 RESET
 GF0089  PID         -  GF0089
 GF0089  STATE/COUNTY-  AR/BAXTER
 GF0089  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0089
 GF0089                         *CURRENT SURVEY CONTROL
 GF0089  ___________________________________________________________________
 GF0089* NAD 83(1986)-  36 17 37.     (N)    092 27 42.     (W)     SCALED    
 GF0089* NAVD 88     -       241.69   (meters)     792.9    (feet)  RESET     
 GF0089  ___________________________________________________________________
 GF0089  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0089
 GF0089  VERT ORDER  -  THIRD
 GF0089
 GF0089.The horizontal coordinates were scaled from a topographic map and have
 GF0089.an estimated accuracy of +/- 6 seconds.
 GF0089
 GF0089.The orthometric height was computed from unverified reset data.
 GF0089
 GF0089.The geoid height was determined by GEOID03.
 GF0089
 GF0089;                    North         East    Units  Estimated Accuracy
 GF0089;SPC AR N     -   217,580.      358,530.      MT  (+/- 180 meters Scaled)
 GF0089
 GF0089                          SUPERSEDED SURVEY CONTROL
 GF0089
 GF0089.No superseded survey control is available for this station.
 GF0089
 GF0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA483166(NAD 83)
 GF0089_MARKER: DB = BENCH MARK DISK
 GF0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0089_STAMPING: X 36 RESET 1938
 GF0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0089+STABILITY: SURFACE MOTION
 GF0089
 GF0089  HISTORY     - Date     Condition        Report By
 GF0089  HISTORY     - 1938     MONUMENTED       LOCENG
 GF0089  HISTORY     - 1959     GOOD             NGS
 GF0089  HISTORY     - 1988     POOR             USPSQD
 GF0089
 GF0089                          STATION DESCRIPTION
 GF0089
 GF0089'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938
 GF0089'5.6 MI SW FROM MOUNTAIN HOME.
 GF0089'ABOUT 5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 62 FROM THE COUNTY
 GF0089'COURTHOUSE AT MOUNTAIN HOME, BAXTER COUNTY, ABOUT 1.3 MILES
 GF0089'EAST OF THE JUNCTION WITH STATE HIGHWAY 126 AND BENCH MARK T
 GF0089'36, 175 FEET WEST OF THE DRIVEWAY LEADING TO THE FRED MAYES
 GF0089'FARMHOUSE, ACROSS THE HIGHWAY FROM POLE E 10, 40 FEET SOUTH OF
 GF0089'THE CENTER LINE OF THE HIGHWAY, 265 FEET SOUTHWEST OF THE CONCRETE
 GF0089'RIGHT-OF-WAY POST STAMPED STA. 251+50, AND 1 FOOT NORTH OF THE
 GF0089'PROPERTY LINE FENCE.  A STANDARD DISK, STAMPED X 36 RESET 1938
 GF0089'AND SET IN THE TOP OF A CONCRETE POST.
 GF0089
 GF0089                          STATION RECOVERY (1959)
 GF0089
 GF0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GF0089'RECOVERED IN GOOD CONDITION.
 GF0089
 GF0089                          STATION RECOVERY (1988)
 GF0089
 GF0089'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 GF0089'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0041 ***********************************************************************
 GF0041  DESIGNATION -  X 37
 GF0041  PID         -  GF0041
 GF0041  STATE/COUNTY-  AR/BAXTER
 GF0041  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0041
 GF0041                         *CURRENT SURVEY CONTROL
 GF0041  ___________________________________________________________________
 GF0041* NAD 83(1986)-  36 15 05.     (N)    092 28 06.     (W)     SCALED    
 GF0041* NAVD 88     -       134.987  (meters)     442.87   (feet)  ADJUSTED  
 GF0041  ___________________________________________________________________
 GF0041  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GF0041  DYNAMIC HT  -         134.871 (meters)     442.49  (feet)  COMP
 GF0041  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GF0041
 GF0041  VERT ORDER  -  SECOND    CLASS 0
 GF0041
 GF0041.The horizontal coordinates were scaled from a topographic map and have
 GF0041.an estimated accuracy of +/- 6 seconds.
 GF0041
 GF0041.The orthometric height was determined by differential leveling
 GF0041.and adjusted by the National Geodetic Survey in June 1991..
 GF0041
 GF0041.The geoid height was determined by GEOID03.
 GF0041
 GF0041.The dynamic height is computed by dividing the NAVD 88
 GF0041.geopotential number by the normal gravity value computed on the
 GF0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0041.degrees latitude (g = 980.6199 gals.).
 GF0041
 GF0041.The modeled gravity was interpolated from observed gravity values.
 GF0041
 GF0041;                    North         East    Units  Estimated Accuracy
 GF0041;SPC AR N     -   212,900.      357,910.      MT  (+/- 180 meters Scaled)
 GF0041
 GF0041                          SUPERSEDED SURVEY CONTROL
 GF0041
 GF0041  NGVD 29 (??/??/92)  134.878  (m)          442.51   (f) ADJ UNCH    2 0
 GF0041
 GF0041.Superseded values are not recommended for survey control.
 GF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0041.See file dsdata.txt to determine how the superseded data were derived.
 GF0041
 GF0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA477119(NAD 83)
 GF0041_MARKER: DB = BENCH MARK DISK
 GF0041_SETTING: 66 = SET IN ROCK OUTCROP
 GF0041_SP_SET: ROCK LEDGE
 GF0041_STAMPING: X-37 1934
 GF0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0041+STABILITY: POSITION/ELEVATION WELL
 GF0041
 GF0041  HISTORY     - Date     Condition        Report By
 GF0041  HISTORY     - 1934     MONUMENTED       CGS
 GF0041
 GF0041                          STATION DESCRIPTION
 GF0041
 GF0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0041'4.1 MI SE FROM COTTER.
 GF0041'AT POLE 377-16, NEAR CENTER OF ROCK CUT AT POINT WHERE WALL IS
 GF0041'ABOUT 40 FEET IN HEIGHT, 12 FEET EAST OF RAILROAD CENTERLINE,
 GF0041'1 FT. ABOVE THE TOP OF RAILS.  TABLET SET IN TOP OF A LIMESTONE
 GF0041'LEDGE IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0569 ***********************************************************************
 GE0569  DESIGNATION -  X 38
 GE0569  PID         -  GE0569
 GE0569  STATE/COUNTY-  AR/FULTON
 GE0569  USGS QUAD   -  VIOLA (1984)
 GE0569
 GE0569                         *CURRENT SURVEY CONTROL
 GE0569  ___________________________________________________________________
 GE0569* NAD 83(1986)-  36 23 31.     (N)    091 53 40.     (W)     SCALED    
 GE0569* NAVD 88     -       274.148  (meters)     899.43   (feet)  ADJUSTED  
 GE0569  ___________________________________________________________________
 GE0569  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GE0569  DYNAMIC HT  -         273.917 (meters)     898.68  (feet)  COMP
 GE0569  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GE0569
 GE0569  VERT ORDER  -  SECOND    CLASS 0
 GE0569
 GE0569.The horizontal coordinates were scaled from a topographic map and have
 GE0569.an estimated accuracy of +/- 6 seconds.
 GE0569
 GE0569.The orthometric height was determined by differential leveling
 GE0569.and adjusted by the National Geodetic Survey in June 1991..
 GE0569
 GE0569.The geoid height was determined by GEOID03.
 GE0569
 GE0569.The dynamic height is computed by dividing the NAVD 88
 GE0569.geopotential number by the normal gravity value computed on the
 GE0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0569.degrees latitude (g = 980.6199 gals.).
 GE0569
 GE0569.The modeled gravity was interpolated from observed gravity values.
 GE0569
 GE0569;                    North         East    Units  Estimated Accuracy
 GE0569;SPC AR N     -   228,400.      409,470.      MT  (+/- 180 meters Scaled)
 GE0569
 GE0569                          SUPERSEDED SURVEY CONTROL
 GE0569
 GE0569  NGVD 29 (??/??/92)  274.036  (m)          899.07   (f) ADJ UNCH    2 0
 GE0569
 GE0569.Superseded values are not recommended for survey control.
 GE0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0569.See file dsdata.txt to determine how the superseded data were derived.
 GE0569
 GE0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA991279(NAD 83)
 GE0569_MARKER: DB = BENCH MARK DISK
 GE0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0569_STAMPING: X 38 1934
 GE0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0569+STABILITY: SURFACE MOTION
 GE0569
 GE0569  HISTORY     - Date     Condition        Report By
 GE0569  HISTORY     - 1934     MONUMENTED       CGS
 GE0569
 GE0569                          STATION DESCRIPTION
 GE0569
 GE0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0569'4.4 MI W FROM SALEM.
 GE0569'4.4 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COUNTY COURTHOUSE
 GE0569'AT SALEM, FULTON COUNTY, AT THE WEST END OF A CURVE, AT THE
 GE0569'FARMHOUSE OWNED IN 1934 BY ELMER KELTON, 79.5 FEET SOUTHEAST OF
 GE0569'THE SOUTHEAST CORNER OF THE FARMHOUSE, 66 FEET NORTH OF THE
 GE0569'MAILBOX, 52 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY TO
 GE0569'THE FARMHOUSE, AND 34 FEET NORTHWEST OF THE CENTER LINE OF THE
 GE0569'HIGHWAY.  A STANDARD DISK, STAMPED X 38 1934 AND SET IN THE TOP
 GE0569'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0064 ***********************************************************************
 FG0064  DESIGNATION -  X 39
 FG0064  PID         -  FG0064
 FG0064  STATE/COUNTY-  AR/IZARD
 FG0064  USGS QUAD   -  SYLAMORE (1975)
 FG0064
 FG0064                         *CURRENT SURVEY CONTROL
 FG0064  ___________________________________________________________________
 FG0064* NAD 83(1986)-  35 56 44.     (N)    092 02 17.     (W)     SCALED    
 FG0064* NAVD 88     -        99.134  (meters)     325.24   (feet)  ADJUSTED  
 FG0064  ___________________________________________________________________
 FG0064  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FG0064  DYNAMIC HT  -          99.048 (meters)     324.96  (feet)  COMP
 FG0064  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 FG0064
 FG0064  VERT ORDER  -  SECOND    CLASS 0
 FG0064
 FG0064.The horizontal coordinates were scaled from a topographic map and have
 FG0064.an estimated accuracy of +/- 6 seconds.
 FG0064
 FG0064.The orthometric height was determined by differential leveling
 FG0064.and adjusted by the National Geodetic Survey in June 1991..
 FG0064
 FG0064.The geoid height was determined by GEOID03.
 FG0064
 FG0064.The dynamic height is computed by dividing the NAVD 88
 FG0064.geopotential number by the normal gravity value computed on the
 FG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0064.degrees latitude (g = 980.6199 gals.).
 FG0064
 FG0064.The modeled gravity was interpolated from observed gravity values.
 FG0064
 FG0064;                    North         East    Units  Estimated Accuracy
 FG0064;SPC AR N     -   178,870.      396,570.      MT  (+/- 180 meters Scaled)
 FG0064
 FG0064                          SUPERSEDED SURVEY CONTROL
 FG0064
 FG0064  NGVD 29 (??/??/92)   99.038  (m)          324.93   (f) ADJ UNCH    2 0
 FG0064
 FG0064.Superseded values are not recommended for survey control.
 FG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0064.See file dsdata.txt to determine how the superseded data were derived.
 FG0064
 FG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV867783(NAD 83)
 FG0064_MARKER: DB = BENCH MARK DISK
 FG0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0064_STAMPING: X-39 1934
 FG0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0064+STABILITY: SURFACE MOTION
 FG0064
 FG0064  HISTORY     - Date     Condition        Report By
 FG0064  HISTORY     - 1934     MONUMENTED       CGS
 FG0064  HISTORY     - 1962     MARK NOT FOUND   USGS
 FG0064
 FG0064                          STATION DESCRIPTION
 FG0064
 FG0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0064'.1 MI NW FROM TWIN CREEK.
 FG0064'AT RAILROAD BRIDGE NO. 45 OVER TWIN CREEK, IN TOP OF THE SOUTH END OF
 FG0064'THE EAST ABUTMENT AT POLE 320. 8 FEET SOUTH OF RAILROAD CENTERLINE.  4
 FG0064'FEET BELOW TOP OF RAILS.  TABLET SET IN PRECAST CONCRETE POST.
 FG0064
 FG0064                          STATION RECOVERY (1962)
 FG0064
 FG0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FG0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0627 ***********************************************************************
 GE0627  DESIGNATION -  X 40
 GE0627  PID         -  GE0627
 GE0627  STATE/COUNTY-  AR/SHARP
 GE0627  USGS QUAD   -  ASH FLAT (1980)
 GE0627
 GE0627                         *CURRENT SURVEY CONTROL
 GE0627  ___________________________________________________________________
 GE0627* NAD 83(1986)-  36 09 50.     (N)    091 37 13.     (W)     SCALED    
 GE0627* NAVD 88     -       242.674  (meters)     796.17   (feet)  POSTED    
 GE0627  ___________________________________________________________________
 GE0627  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GE0627  DYNAMIC HT  -         242.470 (meters)     795.50  (feet)  COMP
 GE0627  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GE0627
 GE0627  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GE0627
 GE0627.The horizontal coordinates were scaled from a topographic map and have
 GE0627.an estimated accuracy of +/- 6 seconds.
 GE0627
 GE0627.The orthometric height was determined by differential leveling
 GE0627.and adjusted by the National Geodetic Survey in 1992..
 GE0627.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GE0627.rate of 2.1 thru 3.0 mm/km.
 GE0627
 GE0627.The geoid height was determined by GEOID03.
 GE0627
 GE0627.The dynamic height is computed by dividing the NAVD 88
 GE0627.geopotential number by the normal gravity value computed on the
 GE0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0627.degrees latitude (g = 980.6199 gals.).
 GE0627
 GE0627.The modeled gravity was interpolated from observed gravity values.
 GE0627
 GE0627;                    North         East    Units  Estimated Accuracy
 GE0627;SPC AR N     -   203,160.      434,170.      MT  (+/- 180 meters Scaled)
 GE0627
 GE0627                          SUPERSEDED SURVEY CONTROL
 GE0627
 GE0627  NGVD 29 (??/??/92)  242.56   (m)          795.8    (f) COMPUTED    2 0
 GE0627
 GE0627.Superseded values are not recommended for survey control.
 GE0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0627.See file dsdata.txt to determine how the superseded data were derived.
 GE0627
 GE0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA240030(NAD 83)
 GE0627_MARKER: DB = BENCH MARK DISK
 GE0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0627_STAMPING: X 40 1934
 GE0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0627+STABILITY: SURFACE MOTION
 GE0627
 GE0627  HISTORY     - Date     Condition        Report By
 GE0627  HISTORY     - 1934     MONUMENTED       CGS
 GE0627  HISTORY     - 1955     MARK NOT FOUND   NGS
 GE0627
 GE0627                          STATION DESCRIPTION
 GE0627
 GE0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0627'4.7 MI S FROM ASH FLAT.
 GE0627'420 FEET NORTH OF O.K. STEELS MAIL BOX, 0.1 MILE SOUTH OF
 GE0627'J.B. GROCES FARM HOUSE, 72 FEET NORTH OF FENCE CORNER AT EAST
 GE0627'SIDE OF HIGHWAY, 40 FEET EAST OF HIGHWAY CENTERLINE, 1 FT. WEST
 GE0627'OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1629 ***********************************************************************
 FF1629  DESIGNATION -  X 41
 FF1629  PID         -  FF1629
 FF1629  STATE/COUNTY-  AR/INDEPENDENCE
 FF1629  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1629
 FF1629                         *CURRENT SURVEY CONTROL
 FF1629  ___________________________________________________________________
 FF1629* NAD 83(1986)-  35 48 19.     (N)    091 36 33.     (W)     SCALED    
 FF1629* NAVD 88     -       105.258  (meters)     345.33   (feet)  ADJUSTED  
 FF1629  ___________________________________________________________________
 FF1629  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FF1629  DYNAMIC HT  -         105.168 (meters)     345.04  (feet)  COMP
 FF1629  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 FF1629
 FF1629  VERT ORDER  -  SECOND    CLASS 0
 FF1629
 FF1629.The horizontal coordinates were scaled from a topographic map and have
 FF1629.an estimated accuracy of +/- 6 seconds.
 FF1629
 FF1629.The orthometric height was determined by differential leveling
 FF1629.and adjusted by the National Geodetic Survey in June 1991..
 FF1629
 FF1629.The geoid height was determined by GEOID03.
 FF1629
 FF1629.The dynamic height is computed by dividing the NAVD 88
 FF1629.geopotential number by the normal gravity value computed on the
 FF1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1629.degrees latitude (g = 980.6199 gals.).
 FF1629
 FF1629.The modeled gravity was interpolated from observed gravity values.
 FF1629
 FF1629;                    North         East    Units  Estimated Accuracy
 FF1629;SPC AR N     -   163,370.      435,320.      MT  (+/- 180 meters Scaled)
 FF1629
 FF1629                          SUPERSEDED SURVEY CONTROL
 FF1629
 FF1629  NGVD 29 (??/??/??)  105.189  (m)          345.11   (f) ADJUSTED    2 0
 FF1629
 FF1629.Superseded values are not recommended for survey control.
 FF1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1629.See file dsdata.txt to determine how the superseded data were derived.
 FF1629
 FF1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV256632(NAD 83)
 FF1629_MARKER: DB = BENCH MARK DISK
 FF1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1629_STAMPING: X 41 1934 345.058
 FF1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1629+STABILITY: SURFACE MOTION
 FF1629
 FF1629  HISTORY     - Date     Condition        Report By
 FF1629  HISTORY     - 1934     MONUMENTED       CGS
 FF1629  HISTORY     - 1955     GOOD             CGS
 FF1629
 FF1629                          STATION DESCRIPTION
 FF1629
 FF1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1629'3.8 MI NE FROM BATESVILLE.
 FF1629'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 FF1629'AT BATESVILLE, THENCE 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 11,
 FF1629'29 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE PORCH OF A
 FF1629'FARMHOUSE, 34.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FF1629'13.7 FEET NORTHEAST OF THE NORTHEAST AND OF A CONCRETE STAIRWAY,
 FF1629'0.6 FOOT SOUTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS
 FF1629'POST, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 FF1629'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0924 ***********************************************************************
 FF0924  DESIGNATION -  X 42
 FF0924  PID         -  FF0924
 FF0924  STATE/COUNTY-  AR/INDEPENDENCE
 FF0924  USGS QUAD   -  CHARLOTTE (1981)
 FF0924
 FF0924                         *CURRENT SURVEY CONTROL
 FF0924  ___________________________________________________________________
 FF0924* NAD 83(1986)-  35 48 45.     (N)    091 29 21.     (W)     SCALED    
 FF0924* NAVD 88     -       141.894  (meters)     465.53   (feet)  ADJUSTED  
 FF0924  ___________________________________________________________________
 FF0924  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FF0924  DYNAMIC HT  -         141.770 (meters)     465.12  (feet)  COMP
 FF0924  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 FF0924
 FF0924  VERT ORDER  -  SECOND    CLASS 0
 FF0924
 FF0924.The horizontal coordinates were scaled from a topographic map and have
 FF0924.an estimated accuracy of +/- 6 seconds.
 FF0924
 FF0924.The orthometric height was determined by differential leveling
 FF0924.and adjusted by the National Geodetic Survey in June 1991..
 FF0924
 FF0924.The geoid height was determined by GEOID03.
 FF0924
 FF0924.The dynamic height is computed by dividing the NAVD 88
 FF0924.geopotential number by the normal gravity value computed on the
 FF0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0924.degrees latitude (g = 980.6199 gals.).
 FF0924
 FF0924.The modeled gravity was interpolated from observed gravity values.
 FF0924
 FF0924;                    North         East    Units  Estimated Accuracy
 FF0924;SPC AR N     -   164,220.      446,170.      MT  (+/- 180 meters Scaled)
 FF0924
 FF0924                          SUPERSEDED SURVEY CONTROL
 FF0924
 FF0924  NGVD 29 (??/??/??)  141.816  (m)          465.27   (f) ADJUSTED    2 0
 FF0924
 FF0924.Superseded values are not recommended for survey control.
 FF0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0924.See file dsdata.txt to determine how the superseded data were derived.
 FF0924
 FF0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV364642(NAD 83)
 FF0924_MARKER: DB = BENCH MARK DISK
 FF0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0924_STAMPING: X 42 1935 465.275
 FF0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0924+STABILITY: SURFACE MOTION
 FF0924
 FF0924  HISTORY     - Date     Condition        Report By
 FF0924  HISTORY     - 1935     MONUMENTED       CGS
 FF0924  HISTORY     - 1949     GOOD             CGS
 FF0924  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0924
 FF0924                          STATION DESCRIPTION
 FF0924
 FF0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0924'3.1 MI SW FROM CHARLOTTE.
 FF0924'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT
 FF0924'CHARLOTTE, 150 FEET EAST OF THE CENTERLINE OF A ROAD LEADING
 FF0924'NORTH, 78.5 FEET EAST OF THE SOUTHEAST CORNER OF A CHURCH, 29
 FF0924'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 12.5 FEET EAST
 FF0924'OF A 2.5-FOOT OAK TREE.  A STANDARD DISK, STAMPED X 42 1935 AND
 FF0924'SET IN THE TOP OF A CONCRETE POST.
 FF0924
 FF0924                          STATION RECOVERY (2002)
 FF0924
 FF0924'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0590 ***********************************************************************
 FF0590  DESIGNATION -  X 44
 FF0590  PID         -  FF0590
 FF0590  STATE/COUNTY-  AR/CROSS
 FF0590  USGS QUAD   -  PRINCEDALE (1984)
 FF0590
 FF0590                         *CURRENT SURVEY CONTROL
 FF0590  ___________________________________________________________________
 FF0590* NAD 83(1986)-  35 15 41.     (N)    090 39 45.     (W)     SCALED    
 FF0590* NAVD 88     -        66.816  (meters)     219.21   (feet)  POSTED    
 FF0590  ___________________________________________________________________
 FF0590  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0590  DYNAMIC HT  -          66.760 (meters)     219.03  (feet)  COMP
 FF0590  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 FF0590
 FF0590  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0590
 FF0590.The horizontal coordinates were scaled from a topographic map and have
 FF0590.an estimated accuracy of +/- 6 seconds.
 FF0590
 FF0590.The orthometric height was determined by differential leveling
 FF0590.and adjusted by the National Geodetic Survey in 1992..
 FF0590.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0590.rate of 1.1 thru 2.0 mm/km.
 FF0590
 FF0590.The geoid height was determined by GEOID03.
 FF0590
 FF0590.The dynamic height is computed by dividing the NAVD 88
 FF0590.geopotential number by the normal gravity value computed on the
 FF0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0590.degrees latitude (g = 980.6199 gals.).
 FF0590
 FF0590.The modeled gravity was interpolated from observed gravity values.
 FF0590
 FF0590;                    North         East    Units  Estimated Accuracy
 FF0590;SPC AR N     -   103,790.      521,700.      MT  (+/- 180 meters Scaled)
 FF0590
 FF0590                          SUPERSEDED SURVEY CONTROL
 FF0590
 FF0590  NGVD 29 (??/??/??)   66.800  (m)          219.16   (f) ADJUSTED    2 0
 FF0590
 FF0590.Superseded values are not recommended for survey control.
 FF0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0590.See file dsdata.txt to determine how the superseded data were derived.
 FF0590
 FF0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV126045(NAD 83)
 FF0590_MARKER: DB = BENCH MARK DISK
 FF0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0590_SP_SET: UNDERPASS
 FF0590_STAMPING: X 44 1935
 FF0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0590+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 FF0590
 FF0590  HISTORY     - Date     Condition        Report By
 FF0590  HISTORY     - 1935     MONUMENTED       CGS
 FF0590  HISTORY     - 20030604 GOOD             USACE
 FF0590
 FF0590                          STATION DESCRIPTION
 FF0590
 FF0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0590'6.3 MI W FROM PARKIN.
 FF0590'ABOUT 6.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0590'STATION AT PARKIN, CROSS COUNTY, ABOUT 20 POLES EAST OF MILEPOST
 FF0590'340, AT A 10- BY 12- BY 36-FOOT CONCRETE UNDERPASS DATED 1934,
 FF0590'IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL, 18 FEET
 FF0590'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 4.5 FEET
 FF0590'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED X 44
 FF0590'1935.
 FF0590
 FF0590                          STATION RECOVERY (2003)
 FF0590
 FF0590'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1268 ***********************************************************************
 FG1268  DESIGNATION -  X 45
 FG1268  PID         -  FG1268
 FG1268  STATE/COUNTY-  AR/LOGAN
 FG1268  USGS QUAD   -  BOONEVILLE (1983)
 FG1268
 FG1268                         *CURRENT SURVEY CONTROL
 FG1268  ___________________________________________________________________
 FG1268* NAD 83(1986)-  35 07 55.     (N)    093 57 10.     (W)     SCALED    
 FG1268* NAVD 88     -       145.348  (meters)     476.86   (feet)  ADJUSTED  
 FG1268  ___________________________________________________________________
 FG1268  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FG1268  DYNAMIC HT  -         145.206 (meters)     476.40  (feet)  COMP
 FG1268  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 FG1268
 FG1268  VERT ORDER  -  SECOND    CLASS 0
 FG1268
 FG1268.The horizontal coordinates were scaled from a topographic map and have
 FG1268.an estimated accuracy of +/- 6 seconds.
 FG1268
 FG1268.The orthometric height was determined by differential leveling
 FG1268.and adjusted by the National Geodetic Survey in June 1991..
 FG1268
 FG1268.The geoid height was determined by GEOID03.
 FG1268
 FG1268.The dynamic height is computed by dividing the NAVD 88
 FG1268.geopotential number by the normal gravity value computed on the
 FG1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1268.degrees latitude (g = 980.6199 gals.).
 FG1268
 FG1268.The modeled gravity was interpolated from observed gravity values.
 FG1268
 FG1268;                    North         East    Units  Estimated Accuracy
 FG1268;SPC AR N     -    90,360.      222,040.      MT  (+/- 180 meters Scaled)
 FG1268
 FG1268                          SUPERSEDED SURVEY CONTROL
 FG1268
 FG1268  NGVD 29 (??/??/92)  145.271  (m)          476.61   (f) ADJ UNCH    2 0
 FG1268
 FG1268.Superseded values are not recommended for survey control.
 FG1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1268.See file dsdata.txt to determine how the superseded data were derived.
 FG1268
 FG1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU131880(NAD 83)
 FG1268_MARKER: DB = BENCH MARK DISK
 FG1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1268_STAMPING: X-45 1934
 FG1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1268+STABILITY: SURFACE MOTION
 FG1268
 FG1268  HISTORY     - Date     Condition        Report By
 FG1268  HISTORY     - 1934     MONUMENTED       CGS
 FG1268  HISTORY     - 1959     POOR             NGS
 FG1268  HISTORY     - 1978     MARK NOT FOUND   USGS
 FG1268
 FG1268                          STATION DESCRIPTION
 FG1268
 FG1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1268'1.8 MI W FROM BOONEVILLE.
 FG1268'1.8 MILES WEST OF, ALONG C.R.I. AND P. RY. FROM STATION ABOUT 0.3 MILE
 FG1268'EAST OF M.P. NO. 254.  86.6 FEET SOUTH OF SOUTHEAST CORNER OF ROY
 FG1268'BRYANTS FARM HOUSE.  86.5 FEET NORTHEAST OF CENTERLINE OF COUNTY ROAD
 FG1268'AT RAILROAD CROSSING.  42.2 FEET NORTH OF CENTERLINE OF CHICAGO, ROCK
 FG1268'ISLAND AND PACIFIC R.R.  26.3 FEET SOUTH OF CENTERLINE OF COUNTY ROAD.
 FG1268'9.4 FEET EAST OF TELEPHONE POLE MARKED 253-25. 2.2 FEET SOUTH OF
 FG1268'FENCE PARALLELING R.R.  NOTE-- THE CONCRETE POST IS TILTED TO ABOUT A
 FG1268'45 DEGREE ANGLE.
 FG1268
 FG1268                          STATION RECOVERY (1959)
 FG1268
 FG1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1268'MARK RECOVERED IN POOR CONDITION.
 FG1268
 FG1268                          STATION RECOVERY (1978)
 FG1268
 FG1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FG1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1145 ***********************************************************************
 FG1145  DESIGNATION -  X 46
 FG1145  PID         -  FG1145
 FG1145  STATE/COUNTY-  AR/YELL
 FG1145  USGS QUAD   -  DANVILLE (1972)
 FG1145
 FG1145                         *CURRENT SURVEY CONTROL
 FG1145  ___________________________________________________________________
 FG1145* NAD 83(1986)-  35 03 29.     (N)    093 23 19.     (W)     SCALED    
 FG1145* NAVD 88     -       101.928  (meters)     334.41   (feet)  ADJUSTED  
 FG1145  ___________________________________________________________________
 FG1145  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FG1145  DYNAMIC HT  -         101.828 (meters)     334.08  (feet)  COMP
 FG1145  MODELED GRAV-     979,659.1   (mgal)                       NAVD 88
 FG1145
 FG1145  VERT ORDER  -  SECOND    CLASS 0
 FG1145
 FG1145.The horizontal coordinates were scaled from a topographic map and have
 FG1145.an estimated accuracy of +/- 6 seconds.
 FG1145
 FG1145.The orthometric height was determined by differential leveling
 FG1145.and adjusted by the National Geodetic Survey in June 1991..
 FG1145
 FG1145.The geoid height was determined by GEOID03.
 FG1145
 FG1145.The dynamic height is computed by dividing the NAVD 88
 FG1145.geopotential number by the normal gravity value computed on the
 FG1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1145.degrees latitude (g = 980.6199 gals.).
 FG1145
 FG1145.The modeled gravity was interpolated from observed gravity values.
 FG1145
 FG1145;                    North         East    Units  Estimated Accuracy
 FG1145;SPC AR N     -    81,300.      273,330.      MT  (+/- 180 meters Scaled)
 FG1145
 FG1145                          SUPERSEDED SURVEY CONTROL
 FG1145
 FG1145  NGVD 29 (??/??/92)  101.885  (m)          334.27   (f) ADJ UNCH    2 0
 FG1145
 FG1145.Superseded values are not recommended for survey control.
 FG1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1145.See file dsdata.txt to determine how the superseded data were derived.
 FG1145
 FG1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU645795(NAD 83)
 FG1145_MARKER: DB = BENCH MARK DISK
 FG1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1145_STAMPING: X-46 1934
 FG1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1145+STABILITY: SURFACE MOTION
 FG1145
 FG1145  HISTORY     - Date     Condition        Report By
 FG1145  HISTORY     - 1934     MONUMENTED       CGS
 FG1145  HISTORY     - 1957     GOOD             NGS
 FG1145
 FG1145                          STATION DESCRIPTION
 FG1145
 FG1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FG1145'IN DANVILLE.
 FG1145'IN DANVILLE, 49 FT. NORMAL TO AND ON NORTHERLY SIDE OF CENTERLINE OF
 FG1145'DIRT RD. ACROSS R.R. TRACKS, 41 FT. NORMAL TO AND ON EASTERLY SIDE OF
 FG1145'CENTERLINE OF CRI AND PAC. R.R. MAIN TRACK, 62 FT. E. OF S.E. CORNER
 FG1145'OF R.R. DEPOT, IN TOP OF A CONCRETE POST, A STD. TABLET. STAMPED X-46
 FG1145'1934 AND PAINTED BM-334.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0963 ***********************************************************************
 FG0963  DESIGNATION -  X 47
 FG0963  PID         -  FG0963
 FG0963  STATE/COUNTY-  AR/POPE
 FG0963  USGS QUAD   -  SAND GAP (1980)
 FG0963
 FG0963                         *CURRENT SURVEY CONTROL
 FG0963  ___________________________________________________________________
 FG0963* NAD 83(1986)-  35 39 41.     (N)    093 04 45.     (W)     SCALED    
 FG0963* NAVD 88     -       602.796  (meters)    1977.67   (feet)  ADJUSTED  
 FG0963  ___________________________________________________________________
 FG0963  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0963  DYNAMIC HT  -         602.204 (meters)    1975.73  (feet)  COMP
 FG0963  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 FG0963
 FG0963  VERT ORDER  -  SECOND    CLASS 0
 FG0963
 FG0963.The horizontal coordinates were scaled from a topographic map and have
 FG0963.an estimated accuracy of +/- 6 seconds.
 FG0963
 FG0963.The orthometric height was determined by differential leveling
 FG0963.and adjusted by the National Geodetic Survey in June 1991..
 FG0963
 FG0963.The geoid height was determined by GEOID03.
 FG0963
 FG0963.The dynamic height is computed by dividing the NAVD 88
 FG0963.geopotential number by the normal gravity value computed on the
 FG0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0963.degrees latitude (g = 980.6199 gals.).
 FG0963
 FG0963.The modeled gravity was interpolated from observed gravity values.
 FG0963
 FG0963;                    North         East    Units  Estimated Accuracy
 FG0963;SPC AR N     -   147,870.      302,290.      MT  (+/- 180 meters Scaled)
 FG0963
 FG0963                          SUPERSEDED SURVEY CONTROL
 FG0963
 FG0963  NGVD 29 (??/??/92)  602.719  (m)         1977.42   (f) ADJ UNCH    2 0
 FG0963
 FG0963.Superseded values are not recommended for survey control.
 FG0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0963.See file dsdata.txt to determine how the superseded data were derived.
 FG0963
 FG0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV928463(NAD 83)
 FG0963_MARKER: DB = BENCH MARK DISK
 FG0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0963_STAMPING: X 47 1934
 FG0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0963+STABILITY: SURFACE MOTION
 FG0963
 FG0963  HISTORY     - Date     Condition        Report By
 FG0963  HISTORY     - 1934     MONUMENTED       CGS
 FG0963  HISTORY     - 1935     GOOD             NGS
 FG0963  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0963
 FG0963                          STATION DESCRIPTION
 FG0963
 FG0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0963'IN FREEMAN SPRINGS.
 FG0963'AT FREEMAN SPRINGS, ABOUT 0.1 MILE EAST OF REMAINS OF FREEMAN SPRINGS
 FG0963'HOTEL.  AT JOG IN FENCE.  ABOUT 165 FT. W OF W SIDE OF SMALL YELLOW
 FG0963'HOUSE WITH HIGH STONE FOUNDATION, BELONGING TO WALTER TURNBOW.  40 FT.
 FG0963'SOUTH OF CENTERLINE OF ST. HWY. 7.  21.7 FT. SOUTH OF NORTHWEST FENCE
 FG0963'CORNER.  3.5 FT. NORTHWEST OF SOUTHEAST FENCE CORNER AT JOG. TABLET
 FG0963'SET IN PRECAST CONCRETE POST.
 FG0963
 FG0963                          STATION RECOVERY (1976)
 FG0963
 FG0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0337 ***********************************************************************
 FG0337  DESIGNATION -  X 48
 FG0337  PID         -  FG0337
 FG0337  STATE/COUNTY-  AR/VAN BUREN
 FG0337  USGS QUAD   -  CLEVELAND (1990)
 FG0337
 FG0337                         *CURRENT SURVEY CONTROL
 FG0337  ___________________________________________________________________
 FG0337* NAD 83(1986)-  35 27 46.     (N)    092 38 18.     (W)     SCALED    
 FG0337* NAVD 88     -       239.566  (meters)     785.98   (feet)  ADJUSTED  
 FG0337  ___________________________________________________________________
 FG0337  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0337  DYNAMIC HT  -         239.344 (meters)     785.25  (feet)  COMP
 FG0337  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 FG0337
 FG0337  VERT ORDER  -  SECOND    CLASS 0
 FG0337
 FG0337.The horizontal coordinates were scaled from a topographic map and have
 FG0337.an estimated accuracy of +/- 6 seconds.
 FG0337
 FG0337.The orthometric height was determined by differential leveling
 FG0337.and adjusted by the National Geodetic Survey in June 1991..
 FG0337
 FG0337.The geoid height was determined by GEOID03.
 FG0337
 FG0337.The dynamic height is computed by dividing the NAVD 88
 FG0337.geopotential number by the normal gravity value computed on the
 FG0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0337.degrees latitude (g = 980.6199 gals.).
 FG0337
 FG0337.The modeled gravity was interpolated from observed gravity values.
 FG0337
 FG0337;                    North         East    Units  Estimated Accuracy
 FG0337;SPC AR N     -   125,490.      342,060.      MT  (+/- 180 meters Scaled)
 FG0337
 FG0337                          SUPERSEDED SURVEY CONTROL
 FG0337
 FG0337  NGVD 29 (??/??/92)  239.539  (m)          785.89   (f) ADJ UNCH    2 0
 FG0337
 FG0337.Superseded values are not recommended for survey control.
 FG0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0337.See file dsdata.txt to determine how the superseded data were derived.
 FG0337
 FG0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV328244(NAD 83)
 FG0337_MARKER: DB = BENCH MARK DISK
 FG0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0337_STAMPING: X-48 1934
 FG0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0337+STABILITY: SURFACE MOTION
 FG0337
 FG0337  HISTORY     - Date     Condition        Report By
 FG0337  HISTORY     - 1934     MONUMENTED       CGS
 FG0337
 FG0337                          STATION DESCRIPTION
 FG0337
 FG0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0337'5.7 MI N FROM CLEVELAND.
 FG0337'MARK SET AT RIGHT ANGLE CURVE IN HIGHWAY NO. 95.  ABOUT 500 FEET SOUTH
 FG0337'OF WILLIAM GWENS FARM HOUSE.  99.2 FEET SOUTH OF OTTO GWEN TENNANT
 FG0337'HOUSE.  53.5 FEET SOUTHEAST OF CENTERLINE OF ST.HWY. NO. 95. 18.9 FEET
 FG0337'NORTHEAST OF CENTERLINE OF FARM ROAD.  TABLET SET IN PRECAST CONCRETE
 FG0337'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0093 ***********************************************************************
 FG0093  DESIGNATION -  X 49
 FG0093  PID         -  FG0093
 FG0093  STATE/COUNTY-  AR/FAULKNER
 FG0093  USGS QUAD   -  CONWAY (1994)
 FG0093
 FG0093                         *CURRENT SURVEY CONTROL
 FG0093  ___________________________________________________________________
 FG0093* NAD 83(1986)-  35 06 08.     (N)    092 27 11.     (W)     SCALED    
 FG0093* NAVD 88     -       105.406  (meters)     345.82   (feet)  ADJUSTED  
 FG0093  ___________________________________________________________________
 FG0093  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0093  DYNAMIC HT  -         105.307 (meters)     345.49  (feet)  COMP
 FG0093  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FG0093
 FG0093  VERT ORDER  -  SECOND    CLASS 0
 FG0093
 FG0093.The horizontal coordinates were scaled from a topographic map and have
 FG0093.an estimated accuracy of +/- 6 seconds.
 FG0093
 FG0093.The orthometric height was determined by differential leveling
 FG0093.and adjusted by the National Geodetic Survey in June 1991..
 FG0093
 FG0093.The geoid height was determined by GEOID03.
 FG0093
 FG0093.The dynamic height is computed by dividing the NAVD 88
 FG0093.geopotential number by the normal gravity value computed on the
 FG0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0093.degrees latitude (g = 980.6199 gals.).
 FG0093
 FG0093.The modeled gravity was interpolated from observed gravity values.
 FG0093
 FG0093;                    North         East    Units  Estimated Accuracy
 FG0093;SPC AR N     -    85,400.      358,690.      MT  (+/- 180 meters Scaled)
 FG0093
 FG0093                          SUPERSEDED SURVEY CONTROL
 FG0093
 FG0093  NGVD 29 (??/??/92)  105.438  (m)          345.92   (f) ADJ UNCH    2 0
 FG0093
 FG0093.Superseded values are not recommended for survey control.
 FG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0093.See file dsdata.txt to determine how the superseded data were derived.
 FG0093
 FG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU498845(NAD 83)
 FG0093_MARKER: DB = BENCH MARK DISK
 FG0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0093_STAMPING: X 49 1934
 FG0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0093+STABILITY: SURFACE MOTION
 FG0093
 FG0093  HISTORY     - Date     Condition        Report By
 FG0093  HISTORY     - 1934     MONUMENTED       CGS
 FG0093  HISTORY     - 1967     GOOD             NGS
 FG0093  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0093  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0093
 FG0093                          STATION DESCRIPTION
 FG0093
 FG0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0093'1.1 MI W FROM CONWAY.
 FG0093'FROM THE MISSOURI PACIFIC RAILROAD STATION IN CONWAY, GO WEST ALONG
 FG0093'THE TRACKS FOR 1.1 MILES TO THE TYLER STREET CROSSING, 97 FEET SOUTH
 FG0093'OF THE CENTER OF TYLER STREET, 34 FEET EAST OF THE CENTER OF DONAGHEY
 FG0093'STREET, 5 FEET NORTH OF A POWERLINE POLE, 43 FEET SOUTH OF THE SOUTH
 FG0093'RAIL OF THE RAILROAD TRACKS, 1 FOOT EAST OF A METAL WITNESS POST AND
 FG0093'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 FG0093
 FG0093                          STATION RECOVERY (1984)
 FG0093
 FG0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0093'SEARCHED FOR BUT NOT RECOVERED, THERE LOOKS TO HAVE BEEN WORK DONE BY
 FG0093'THE RAILROAD IN THE AREA.
 FG0093
 FG0093                          STATION RECOVERY (1989)
 FG0093
 FG0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0145 ***********************************************************************
 GG0145  DESIGNATION -  X 50
 GG0145  PID         -  GG0145
 GG0145  STATE/COUNTY-  AR/WASHINGTON
 GG0145  USGS QUAD   -  ELKINS (1994)
 GG0145
 GG0145                         *CURRENT SURVEY CONTROL
 GG0145  ___________________________________________________________________
 GG0145* NAD 83(1986)-  36 01 52.     (N)    094 02 37.     (W)     SCALED    
 GG0145* NAVD 88     -       364.206  (meters)    1194.90   (feet)  ADJUSTED  
 GG0145  ___________________________________________________________________
 GG0145  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GG0145  DYNAMIC HT  -         363.875 (meters)    1193.81  (feet)  COMP
 GG0145  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 GG0145
 GG0145  VERT ORDER  -  SECOND    CLASS 0
 GG0145
 GG0145.The horizontal coordinates were scaled from a topographic map and have
 GG0145.an estimated accuracy of +/- 6 seconds.
 GG0145
 GG0145.The orthometric height was determined by differential leveling
 GG0145.and adjusted by the National Geodetic Survey in June 1991..
 GG0145
 GG0145.The geoid height was determined by GEOID03.
 GG0145
 GG0145.The dynamic height is computed by dividing the NAVD 88
 GG0145.geopotential number by the normal gravity value computed on the
 GG0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0145.degrees latitude (g = 980.6199 gals.).
 GG0145
 GG0145.The modeled gravity was interpolated from observed gravity values.
 GG0145
 GG0145;                    North         East    Units  Estimated Accuracy
 GG0145;SPC AR N     -   190,270.      215,830.      MT  (+/- 180 meters Scaled)
 GG0145
 GG0145                          SUPERSEDED SURVEY CONTROL
 GG0145
 GG0145  NGVD 29 (??/??/92)  364.056  (m)         1194.41   (f) ADJ UNCH    2 0
 GG0145
 GG0145.Superseded values are not recommended for survey control.
 GG0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0145.See file dsdata.txt to determine how the superseded data were derived.
 GG0145
 GG0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV059879(NAD 83)
 GG0145_MARKER: DB = BENCH MARK DISK
 GG0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0145_STAMPING: X 50 1934
 GG0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0145+STABILITY: SURFACE MOTION
 GG0145
 GG0145  HISTORY     - Date     Condition        Report By
 GG0145  HISTORY     - 1934     MONUMENTED       CGS
 GG0145  HISTORY     - 1960     GOOD             NGS
 GG0145
 GG0145                          STATION DESCRIPTION
 GG0145
 GG0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0145'2.3 MI SE FROM BALDWIN.
 GG0145'THE MARK RECOVERED ON THE NORTH SIDE OF THE OLD ABANDONED RAILROAD
 GG0145'GRADE AT HARRIS, ABOUT 40 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 GG0145'SIDE OF A LONG CHICKEN HOUSE.  DISTANCE MEASURED WAS FROM A POINT
 GG0145'ABOUT 45 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING.  THIS
 GG0145'IS AT THE FIRST SET OF FARM BUILDINGS TO THE EAST OF THE SMALL
 GG0145'SETTLEMENT OF HARRIS.  NOTE-- IN DECEMBER 1957, USGS REPORTED
 GG0145'FEATURES FROM WHICH MARK WAS REFERENCED ARE NOW GONE AND COULD
 GG0145'NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0490 ***********************************************************************
 GF0490  DESIGNATION -  X 51
 GF0490  PID         -  GF0490
 GF0490  STATE/COUNTY-  AR/MADISON
 GF0490  USGS QUAD   -  SANDSTONE MOUNTAIN (1976)
 GF0490
 GF0490                         *CURRENT SURVEY CONTROL
 GF0490  ___________________________________________________________________
 GF0490* NAD 83(1986)-  36 16 14.     (N)    093 46 00.     (W)     SCALED    
 GF0490* NAVD 88     -       496.361  (meters)    1628.48   (feet)  ADJUSTED  
 GF0490  ___________________________________________________________________
 GF0490  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GF0490  DYNAMIC HT  -         495.912 (meters)    1627.00  (feet)  COMP
 GF0490  MODELED GRAV-     979,713.7   (mgal)                       NAVD 88
 GF0490
 GF0490  VERT ORDER  -  SECOND    CLASS 0
 GF0490
 GF0490.The horizontal coordinates were scaled from a topographic map and have
 GF0490.an estimated accuracy of +/- 6 seconds.
 GF0490
 GF0490.The orthometric height was determined by differential leveling
 GF0490.and adjusted by the National Geodetic Survey in June 1991..
 GF0490
 GF0490.The geoid height was determined by GEOID03.
 GF0490
 GF0490.The dynamic height is computed by dividing the NAVD 88
 GF0490.geopotential number by the normal gravity value computed on the
 GF0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0490.degrees latitude (g = 980.6199 gals.).
 GF0490
 GF0490.The modeled gravity was interpolated from observed gravity values.
 GF0490
 GF0490;                    North         East    Units  Estimated Accuracy
 GF0490;SPC AR N     -   216,350.      241,260.      MT  (+/- 180 meters Scaled)
 GF0490
 GF0490                          SUPERSEDED SURVEY CONTROL
 GF0490
 GF0490  NGVD 29 (??/??/92)  496.22   (m)         1628.0    (f) COMPUTED    2 0
 GF0490
 GF0490.Superseded values are not recommended for survey control.
 GF0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0490.See file dsdata.txt to determine how the superseded data were derived.
 GF0490
 GF0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA311142(NAD 83)
 GF0490_MARKER: DB = BENCH MARK DISK
 GF0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0490_STAMPING: X-51 1934
 GF0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0490+STABILITY: SURFACE MOTION
 GF0490
 GF0490  HISTORY     - Date     Condition        Report By
 GF0490  HISTORY     - 1934     MONUMENTED       CGS
 GF0490
 GF0490                          STATION DESCRIPTION
 GF0490
 GF0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0490'8 MI N FROM FORUM.
 GF0490'ABOUT .25 MILE NORTHWEST OF JUNCTION OF ST. HWY. 23 AND 12, 275
 GF0490'FEET NORTHWEST OF B.F. LUCKS FARM HOUSE, 27 FEET EAST OF CENTERLINE
 GF0490'OF ST. HWY 23, 4 FEET NORTH OF INTERSECTION OF WIRE FENCE WITH
 GF0490'A SPLIT RAIL FENCE, TABLET SET IN PRECAST CONCRETE POST SET AT
 GF0490'SUMMIT OF HIGHWAY OVER A SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0491 ***********************************************************************
 GF0491  DESIGNATION -  X 51 RESET
 GF0491  PID         -  GF0491
 GF0491  STATE/COUNTY-  AR/MADISON
 GF0491  USGS QUAD   -  SANDSTONE MOUNTAIN (1976)
 GF0491
 GF0491                         *CURRENT SURVEY CONTROL
 GF0491  ___________________________________________________________________
 GF0491* NAD 83(1986)-  36 16 14.     (N)    093 46 00.     (W)     SCALED    
 GF0491* NAVD 88     -       495.32   (+/-2cm)    1625.1    (feet)  VERTCON   
 GF0491  ___________________________________________________________________
 GF0491  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GF0491
 GF0491  VERT ORDER  -  THIRD (See Below)
 GF0491
 GF0491.The horizontal coordinates were scaled from a topographic map and have
 GF0491.an estimated accuracy of +/- 6 seconds.
 GF0491
 GF0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0491.The vertical order pertains to the NGVD 29 superseded value.
 GF0491
 GF0491.The geoid height was determined by GEOID03.
 GF0491
 GF0491;                    North         East    Units  Estimated Accuracy
 GF0491;SPC AR N     -   216,350.      241,260.      MT  (+/- 180 meters Scaled)
 GF0491
 GF0491                          SUPERSEDED SURVEY CONTROL
 GF0491
 GF0491  NGVD 29 (??/??/??)  495.18   (m)         1624.6    (f) RESET       3  
 GF0491
 GF0491.Superseded values are not recommended for survey control.
 GF0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0491.See file dsdata.txt to determine how the superseded data were derived.
 GF0491
 GF0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA311142(NAD 83)
 GF0491_MARKER: DB = BENCH MARK DISK
 GF0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0491_STAMPING: X 51 RESET 1958
 GF0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0491+STABILITY: SURFACE MOTION
 GF0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0491+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 GF0491
 GF0491  HISTORY     - Date     Condition        Report By
 GF0491  HISTORY     - 1958     MONUMENTED       CGS
 GF0491  HISTORY     - 1988     GOOD             USPSQD
 GF0491  HISTORY     - 1989     GOOD             USPSQD
 GF0491  HISTORY     - 20030123 GOOD             ARHD
 GF0491  HISTORY     - 20041006 GOOD             GEOCAC
 GF0491
 GF0491                          STATION DESCRIPTION
 GF0491
 GF0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GF0491'8.4 MI NW FROM FORUM.
 GF0491'8.35 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE VILLAGE
 GF0491'OF FORUM, 0.4 MILE SOUTHEAST OF A TWO-STORY HOUSE WITH A LARGE
 GF0491'RED BARN ACROSS THE ROAD, 0.25 MILE NORTHWEST OF THE JUNCTION
 GF0491'WITH STATE HIGHWAY 12, 40 FEET WEST OF THE CENTERLINE OF THE
 GF0491'HIGHWAY, 1.0 FOOT EAST OF A PASTURE FENCE, 24 FEET NORTH OF A
 GF0491'FENCE CORNER AND SOUTH END OF A GATE, 12 FEET NORTH OF THE NORTH
 GF0491'END OF A GATE AND 76 PACES EAST OF A HIGH POWER LINE AND POWER
 GF0491'POLE IN THE PASTURE.  THE DISK IS SET IN THE TOP OF A CONCRETE
 GF0491'POST PROJECTING 8 INCHES.
 GF0491
 GF0491                          STATION RECOVERY (1988)
 GF0491
 GF0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0491'RECOVERED IN GOOD CONDITION.
 GF0491
 GF0491                          STATION RECOVERY (1989)
 GF0491
 GF0491'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEL)
 GF0491'RECOVERED IN GOOD CONDITION.
 GF0491
 GF0491                          STATION RECOVERY (2003)
 GF0491
 GF0491'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 GF0491'RECOVERED IN GOOD CONDITION.
 GF0491
 GF0491                          STATION RECOVERY (2004)
 GF0491
 GF0491'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 GF0491'SENT NOTE ON ALTITUDE CORRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1335 ***********************************************************************
 FG1335  DESIGNATION -  X 52
 FG1335  PID         -  FG1335
 FG1335  STATE/COUNTY-  AR/MADISON
 FG1335  USGS QUAD   -  PETTIGREW (1973)
 FG1335
 FG1335                         *CURRENT SURVEY CONTROL
 FG1335  ___________________________________________________________________
 FG1335* NAD 83(1986)-  35 49 02.     (N)    093 40 39.     (W)     SCALED    
 FG1335* NAVD 88     -       528.450  (meters)    1733.76   (feet)  ADJUSTED  
 FG1335  ___________________________________________________________________
 FG1335  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG1335  DYNAMIC HT  -         527.946 (meters)    1732.10  (feet)  COMP
 FG1335  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 FG1335
 FG1335  VERT ORDER  -  SECOND    CLASS 0
 FG1335
 FG1335.The horizontal coordinates were scaled from a topographic map and have
 FG1335.an estimated accuracy of +/- 6 seconds.
 FG1335
 FG1335.The orthometric height was determined by differential leveling
 FG1335.and adjusted by the National Geodetic Survey in June 1991..
 FG1335
 FG1335.The geoid height was determined by GEOID03.
 FG1335
 FG1335.The dynamic height is computed by dividing the NAVD 88
 FG1335.geopotential number by the normal gravity value computed on the
 FG1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1335.degrees latitude (g = 980.6199 gals.).
 FG1335
 FG1335.The modeled gravity was interpolated from observed gravity values.
 FG1335
 FG1335;                    North         East    Units  Estimated Accuracy
 FG1335;SPC AR N     -   165,920.      248,420.      MT  (+/- 180 meters Scaled)
 FG1335
 FG1335                          SUPERSEDED SURVEY CONTROL
 FG1335
 FG1335  NGVD 29 (??/??/92)  528.314  (m)         1733.31   (f) ADJ UNCH    2 0
 FG1335
 FG1335.Superseded values are not recommended for survey control.
 FG1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1335.See file dsdata.txt to determine how the superseded data were derived.
 FG1335
 FG1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV387638(NAD 83)
 FG1335_MARKER: DB = BENCH MARK DISK
 FG1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1335_STAMPING: X 52 1934
 FG1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1335+STABILITY: SURFACE MOTION
 FG1335
 FG1335  HISTORY     - Date     Condition        Report By
 FG1335  HISTORY     - 1934     MONUMENTED       CGS
 FG1335  HISTORY     - 1935     GOOD             NGS
 FG1335
 FG1335                          STATION DESCRIPTION
 FG1335
 FG1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1335'1.8 MI W FROM PETTIGREW.
 FG1335'1.8 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FG1335'STATION AT PETTIGREW, 0.5 MILE EAST OF DUTTON, 180 FEET EAST OF POLE
 FG1335'393+5, 425 FEET NORTH OF THE NORTH END OF WOODEN TRESTLE 393+3, 48.3
 FG1335'FEET NORTH OF THE CENTERLINE OF THE TRACK, 24 FEET NORTH OF A POLE,
 FG1335'AND 1.7 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED X 52 1934 AND
 FG1335'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1087 ***********************************************************************
 EH1087  DESIGNATION -  X 55
 EH1087  PID         -  EH1087
 EH1087  STATE/COUNTY-  AR/MONROE
 EH1087  USGS QUAD   -  PINE CITY (1971)
 EH1087
 EH1087                         *CURRENT SURVEY CONTROL
 EH1087  ___________________________________________________________________
 EH1087* NAD 83(1986)-  34 34 04.     (N)    091 00 18.     (W)     SCALED    
 EH1087* NAVD 88     -        56.528  (meters)     185.46   (feet)  ADJUSTED  
 EH1087  ___________________________________________________________________
 EH1087  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH1087  DYNAMIC HT  -          56.474 (meters)     185.28  (feet)  COMP
 EH1087  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 EH1087
 EH1087  VERT ORDER  -  FIRST     CLASS II
 EH1087
 EH1087.The horizontal coordinates were scaled from a topographic map and have
 EH1087.an estimated accuracy of +/- 6 seconds.
 EH1087
 EH1087.The orthometric height was determined by differential leveling
 EH1087.and adjusted by the National Geodetic Survey in June 1991..
 EH1087
 EH1087.The geoid height was determined by GEOID03.
 EH1087
 EH1087.The dynamic height is computed by dividing the NAVD 88
 EH1087.geopotential number by the normal gravity value computed on the
 EH1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1087.degrees latitude (g = 980.6199 gals.).
 EH1087
 EH1087.The modeled gravity was interpolated from observed gravity values.
 EH1087
 EH1087;                    North         East    Units  Estimated Accuracy
 EH1087;SPC AR S     -   611,300.      491,300.      MT  (+/- 180 meters Scaled)
 EH1087
 EH1087                          SUPERSEDED SURVEY CONTROL
 EH1087
 EH1087  NGVD 29 (??/??/??)   56.558  (m)          185.56   (f) ADJUSTED    1 2
 EH1087
 EH1087.Superseded values are not recommended for survey control.
 EH1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1087.See file dsdata.txt to determine how the superseded data were derived.
 EH1087
 EH1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU830269(NAD 83)
 EH1087_MARKER: DB = BENCH MARK DISK
 EH1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1087_STAMPING: X 55 1935
 EH1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1087+STABILITY: SURFACE MOTION
 EH1087
 EH1087  HISTORY     - Date     Condition        Report By
 EH1087  HISTORY     - 1935     MONUMENTED       CGS
 EH1087  HISTORY     - 1956     GOOD             CGS
 EH1087
 EH1087                          STATION DESCRIPTION
 EH1087
 EH1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH1087'3.45 MI E FROM PALMER.
 EH1087'ABOUT 3.45 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1087'STATION SIGN AND ROAD CROSSING AT PALMER, ABOUT 1.0 MILE EAST OF THE
 EH1087'ROAD CROSSING AND STATION SIGN AT POSTELLE, ABOUT 0.4 MILE WEST OF
 EH1087'MILE POLE 343, 19 1/2 FEET SOUTH OF SOUTH RAIL, 5 1/2 FEET NORTHWEST
 EH1087'OF MILEAGE TELEPHONE POLE NO. 343/10, 216 FEET EAST OF SOUTH END OF A
 EH1087'30-INCH CORRUGATED PIPE CULVERT UNDER TRACK, ABOUT 40 YARDS EAST OF A
 EH1087'CURVE IN TRACK, 83 FEET SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE
 EH1087'NO. 1010, ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 EH1087'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1462 ***********************************************************************
 EH1462  DESIGNATION -  X 57
 EH1462  PID         -  EH1462
 EH1462  STATE/COUNTY-  AR/ARKANSAS
 EH1462  USGS QUAD   -  ETHEL (1967)
 EH1462
 EH1462                         *CURRENT SURVEY CONTROL
 EH1462  ___________________________________________________________________
 EH1462* NAD 83(1986)-  34 22 09.     (N)    091 10 17.     (W)     SCALED    
 EH1462* NAVD 88     -        60.148  (meters)     197.34   (feet)  ADJUSTED  
 EH1462  ___________________________________________________________________
 EH1462  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH1462  DYNAMIC HT  -          60.089 (meters)     197.14  (feet)  COMP
 EH1462  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EH1462
 EH1462  VERT ORDER  -  SECOND    CLASS 0
 EH1462
 EH1462.The horizontal coordinates were scaled from a topographic map and have
 EH1462.an estimated accuracy of +/- 6 seconds.
 EH1462
 EH1462.The orthometric height was determined by differential leveling
 EH1462.and adjusted by the National Geodetic Survey in August 1993..
 EH1462
 EH1462.The geoid height was determined by GEOID03.
 EH1462
 EH1462.The dynamic height is computed by dividing the NAVD 88
 EH1462.geopotential number by the normal gravity value computed on the
 EH1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1462.degrees latitude (g = 980.6199 gals.).
 EH1462
 EH1462.The modeled gravity was interpolated from observed gravity values.
 EH1462
 EH1462;                    North         East    Units  Estimated Accuracy
 EH1462;SPC AR S     -   589,140.      476,210.      MT  (+/- 180 meters Scaled)
 EH1462
 EH1462                          SUPERSEDED SURVEY CONTROL
 EH1462
 EH1462  NGVD 29 (??/??/??)   60.184  (m)          197.45   (f) ADJUSTED    2 0
 EH1462
 EH1462.Superseded values are not recommended for survey control.
 EH1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1462.See file dsdata.txt to determine how the superseded data were derived.
 EH1462
 EH1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU681046(NAD 83)
 EH1462_MARKER: DB = BENCH MARK DISK
 EH1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1462_STAMPING: X 57 1935
 EH1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1462+STABILITY: SURFACE MOTION
 EH1462
 EH1462  HISTORY     - Date     Condition        Report By
 EH1462  HISTORY     - 1935     MONUMENTED       CGS
 EH1462  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH1462
 EH1462                          STATION DESCRIPTION
 EH1462
 EH1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1462'2.2 MI SW FROM ST CHARLES.
 EH1462'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CONFEDERATE
 EH1462'SOLDIERS MONUMENT AT ST. CHARLES, ARKANSAS COUNTY, 21 FEET EAST OF THE
 EH1462'CENTER OF A NORTH-AND-SOUTH DIRT-ROAD CROSSING, 32 FEET NORTH OF THE
 EH1462'CENTERLINE OF THE HIGHWAY, 4.5 FEET NORTH OF A POLE, AND 3 FEET
 EH1462'NORTHEAST OF THE SOUTHWEST CORNER OF A FENCE.  A STANDARD DISK,
 EH1462'STAMPED X 57 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EH1462
 EH1462                          STATION RECOVERY (1976)
 EH1462
 EH1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1463 ***********************************************************************
 EH1463  DESIGNATION -  X 57 RESET
 EH1463  PID         -  EH1463
 EH1463  STATE/COUNTY-  AR/ARKANSAS
 EH1463  USGS QUAD   -  ETHEL (1967)
 EH1463
 EH1463                         *CURRENT SURVEY CONTROL
 EH1463  ___________________________________________________________________
 EH1463* NAD 83(1986)-  34 22 09.     (N)    091 10 17.     (W)     SCALED    
 EH1463* NAVD 88     -        59.919  (meters)     196.58   (feet)  ADJUSTED  
 EH1463  ___________________________________________________________________
 EH1463  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH1463  DYNAMIC HT  -          59.861 (meters)     196.39  (feet)  COMP
 EH1463  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EH1463
 EH1463  VERT ORDER  -  FIRST     CLASS II
 EH1463
 EH1463.The horizontal coordinates were scaled from a topographic map and have
 EH1463.an estimated accuracy of +/- 6 seconds.
 EH1463
 EH1463.The orthometric height was determined by differential leveling
 EH1463.and adjusted by the National Geodetic Survey in August 1993..
 EH1463
 EH1463.The geoid height was determined by GEOID03.
 EH1463
 EH1463.The dynamic height is computed by dividing the NAVD 88
 EH1463.geopotential number by the normal gravity value computed on the
 EH1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1463.degrees latitude (g = 980.6199 gals.).
 EH1463
 EH1463.The modeled gravity was interpolated from observed gravity values.
 EH1463
 EH1463;                    North         East    Units  Estimated Accuracy
 EH1463;SPC AR S     -   589,140.      476,210.      MT  (+/- 180 meters Scaled)
 EH1463
 EH1463                          SUPERSEDED SURVEY CONTROL
 EH1463
 EH1463  NAVD 88 (06/15/91)   59.895  (m)          196.51   (f) UNKNOWN     1 2
 EH1463  NGVD 29 (??/??/??)   59.943  (m)          196.66   (f) ADJUSTED    1 2
 EH1463
 EH1463.Superseded values are not recommended for survey control.
 EH1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1463.See file dsdata.txt to determine how the superseded data were derived.
 EH1463
 EH1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU681046(NAD 83)
 EH1463_MARKER: DB = BENCH MARK DISK
 EH1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1463_STAMPING: X 57 RESET 1965
 EH1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1463+STABILITY: SURFACE MOTION
 EH1463
 EH1463  HISTORY     - Date     Condition        Report By
 EH1463  HISTORY     - 1965     MONUMENTED       CGS
 EH1463  HISTORY     - 1976     GOOD             NGS
 EH1463  HISTORY     - 20030408 MARK NOT FOUND   USACE
 EH1463
 EH1463                          STATION DESCRIPTION
 EH1463
 EH1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EH1463'2.2 MI SW FROM ST CHARLES.
 EH1463'THE MARK IS LOCATED 2.2 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 1 FROM
 EH1463'THE CONFEDERATE SOLDIERS MONUMENT AT ST. CHARLES, AT A ROAD CROSSING,
 EH1463'96 FEET NORTH OF THE CENTER OF THE ROAD, 25 FEET NORTH OF THE CENTER
 EH1463'OF A SMALL CANAL, 16 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH
 EH1463'CANAL, 2 FEET SOUTH OF THE SOUTHWEST LEG OF A TRANSMISSION TOWER AND 2
 EH1463'FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN THE
 EH1463'TOP OF AN 8-INCH SQUARE CONCRETE POST.
 EH1463
 EH1463                          STATION RECOVERY (1976)
 EH1463
 EH1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1463'RECOVERED IN GOOD CONDITION.
 EH1463
 EH1463                          STATION RECOVERY (2003)
 EH1463
 EH1463'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1463'NO SEARCH MADE DUE TO DITCH CLEANOUT FILL OVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1302 ***********************************************************************
 EJ1302  DESIGNATION -  X 58
 EJ1302  PID         -  EJ1302
 EJ1302  STATE/COUNTY-  AR/GARLAND
 EJ1302  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1302
 EJ1302                         *CURRENT SURVEY CONTROL
 EJ1302  ___________________________________________________________________
 EJ1302* NAD 83(1986)-  34 30 16.     (N)    093 03 32.     (W)     SCALED    
 EJ1302* NAVD 88     -       192.662  (meters)     632.09   (feet)  ADJUSTED  
 EJ1302  ___________________________________________________________________
 EJ1302  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ1302  DYNAMIC HT  -         192.473 (meters)     631.47  (feet)  COMP
 EJ1302  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 EJ1302
 EJ1302  VERT ORDER  -  SECOND    CLASS 0
 EJ1302
 EJ1302.The horizontal coordinates were scaled from a topographic map and have
 EJ1302.an estimated accuracy of +/- 6 seconds.
 EJ1302
 EJ1302.The orthometric height was determined by differential leveling
 EJ1302.and adjusted by the National Geodetic Survey in June 1991..
 EJ1302.WARNING-Repeat measurements at this control monument indicate possible
 EJ1302.vertical movement.
 EJ1302
 EJ1302.The geoid height was determined by GEOID03.
 EJ1302
 EJ1302.The dynamic height is computed by dividing the NAVD 88
 EJ1302.geopotential number by the normal gravity value computed on the
 EJ1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1302.degrees latitude (g = 980.6199 gals.).
 EJ1302
 EJ1302.The modeled gravity was interpolated from observed gravity values.
 EJ1302
 EJ1302;                    North         East    Units  Estimated Accuracy
 EJ1302;SPC AR S     -   604,340.      302,760.      MT  (+/- 180 meters Scaled)
 EJ1302
 EJ1302                          SUPERSEDED SURVEY CONTROL
 EJ1302
 EJ1302  NGVD 29 (??/??/92)  192.696  (m)          632.20   (f) ADJ UNCH    2 0
 EJ1302
 EJ1302.Superseded values are not recommended for survey control.
 EJ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1302.See file dsdata.txt to determine how the superseded data were derived.
 EJ1302
 EJ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU945180(NAD 83)
 EJ1302_MARKER: DB = BENCH MARK DISK
 EJ1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1302_SP_SET: BRICK COLUMN
 EJ1302_STAMPING: X-58 1934
 EJ1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1302
 EJ1302  HISTORY     - Date     Condition        Report By
 EJ1302  HISTORY     - 1934     MONUMENTED       CGS
 EJ1302  HISTORY     - 1960     GOOD             NGS
 EJ1302
 EJ1302                          STATION DESCRIPTION
 EJ1302
 EJ1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1302'IN HOT SPRINGS.
 EJ1302'VERTICAL BRONZE TABLET IN SECOND BRICK COLUMN NORTHEAST OF CENTER
 EJ1302'ENTRANCE OF NORTHWEST SIDE OF GARLAND COUNTY COURTHOUSE.  60.5 FEET
 EJ1302'SOUTHEAST OF WATER PUMP ON NORTHWEST SIDE OF COURTHOUSE.  44.8 FEET
 EJ1302'SOUTHWEST OF NORTH CORNER OF BUILDING.  16.7 FEET NORTHEAST OF
 EJ1302'CENTERLINE OF CENTER MAIN ENTRANCE.  3.8 FEET ABOVE SIDEWALK.
 EJ1302
 EJ1302                          STATION RECOVERY (1960)
 EJ1302
 EJ1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EJ1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1351 ***********************************************************************
 EJ1351  DESIGNATION -  X 59
 EJ1351  PID         -  EJ1351
 EJ1351  STATE/COUNTY-  AR/PIKE
 EJ1351  USGS QUAD   -  NARROWS DAM (1969)
 EJ1351
 EJ1351                         *CURRENT SURVEY CONTROL
 EJ1351  ___________________________________________________________________
 EJ1351* NAD 83(1997)-  34 14 31.88767(N)    093 43 36.55875(W)     ADJUSTED  
 EJ1351* NAVD 88     -       200.268  (meters)     657.05   (feet)  ADJUSTED  
 EJ1351  ___________________________________________________________________
 EJ1351  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 EJ1351  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EJ1351  DYNAMIC HT  -         200.064 (meters)     656.38  (feet)  COMP
 EJ1351  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 EJ1351
 EJ1351  HORZ ORDER  -  SECOND
 EJ1351  VERT ORDER  -  SECOND    CLASS 0
 EJ1351
 EJ1351.The horizontal coordinates were established by classical geodetic methods
 EJ1351.and adjusted by the National Geodetic Survey in September 1999..
 EJ1351
 EJ1351.The orthometric height was determined by differential leveling
 EJ1351.and adjusted by the National Geodetic Survey in June 1991..
 EJ1351
 EJ1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 EJ1351
 EJ1351.The geoid height was determined by GEOID03.
 EJ1351
 EJ1351.The dynamic height is computed by dividing the NAVD 88
 EJ1351.geopotential number by the normal gravity value computed on the
 EJ1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1351.degrees latitude (g = 980.6199 gals.).
 EJ1351
 EJ1351.The modeled gravity was interpolated from observed gravity values.
 EJ1351
 EJ1351;                    North         East     Units Scale Factor Converg.
 EJ1351;SPC AR S     -   576,087.146   240,941.583   MT  0.99992502   -0 57 59.4
 EJ1351;SPC AR S     - 1,890,045.91    790,489.18   sFT  0.99992502   -0 57 59.4
 EJ1351;UTM  15      - 3,789,249.048   433,070.001   MT  0.99965522   -0 24 32.4
 EJ1351
 EJ1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1351!SPC AR S     -   0.99997291  x   0.99992502  =   0.99989793
 EJ1351!UTM  15      -   0.99997291  x   0.99965522  =   0.99962814
 EJ1351
 EJ1351                          SUPERSEDED SURVEY CONTROL
 EJ1351
 EJ1351  NAD 83(1997)-  34 14 31.89504(N)    093 43 36.55401(W) AD(       ) 2
 EJ1351  NAD 83(1986)-  34 14 31.89689(N)    093 43 36.55089(W) AD(       ) 2
 EJ1351  NAD 27      -  34 14 31.51690(N)    093 43 35.87180(W) AD(       ) 2
 EJ1351  NGVD 29 (??/??/92)  200.237  (m)          656.94   (f) ADJ UNCH    2 0
 EJ1351
 EJ1351.Superseded values are not recommended for survey control.
 EJ1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1351.See file dsdata.txt to determine how the superseded data were derived.
 EJ1351
 EJ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3307089249(NAD 83)
 EJ1351_MARKER: DB = BENCH MARK DISK
 EJ1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1351_STAMPING: X 59 1934
 EJ1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1351+STABILITY: SURFACE MOTION
 EJ1351
 EJ1351  HISTORY     - Date     Condition        Report By
 EJ1351  HISTORY     - 1957     MONUMENTED       CGS
 EJ1351  HISTORY     - 1962     GOOD             NGS
 EJ1351
 EJ1351                          STATION DESCRIPTION
 EJ1351
 EJ1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EJ1351'SEE STATION DAISY
 EJ1351
 EJ1351                          STATION RECOVERY (1962)
 EJ1351
 EJ1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1351'0.9 MI E FROM DAISY.
 EJ1351'0.9 MILE EAST ALONG US HIGHWAY 70 FROM THE RN SMEAD HOUSE AT DAISY,
 EJ1351'PIKE COUNTY, 27 FT NE OF THE NE CORNER OF THE OLDS FARM HOUSE, 42 FT N
 EJ1351'OF A WELL AT THE EAST END OF THE HOUSE, 30 FT S OF THE CENTER LINE OF
 EJ1351'THE HIGHWAY, 66 FT SE OF A 3-FOOT OAK TREE IN LINE WITH A FENCE ON THE
 EJ1351'NORTH SIDE OF THE HIGHWAY, 11 FT W OF THE NE CORNER OF A SLAT FENCE,
 EJ1351'AND 1.5 FT N OF THE SLAT FENCE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1082 ***********************************************************************
 DL1082  DESIGNATION -  X 61
 DL1082  PID         -  DL1082
 DL1082  STATE/COUNTY-  AR/HOWARD
 DL1082  USGS QUAD   -  MINERAL SPRINGS SOUTH (1975)
 DL1082
 DL1082                         *CURRENT SURVEY CONTROL
 DL1082  ___________________________________________________________________
 DL1082* NAD 83(1986)-  33 49 36.     (N)    093 57 41.     (W)     SCALED    
 DL1082* NAVD 88     -        93.802  (meters)     307.75   (feet)  ADJUSTED  
 DL1082  ___________________________________________________________________
 DL1082  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DL1082  DYNAMIC HT  -          93.706 (meters)     307.43  (feet)  COMP
 DL1082  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 DL1082
 DL1082  VERT ORDER  -  SECOND    CLASS 0
 DL1082
 DL1082.The horizontal coordinates were scaled from a topographic map and have
 DL1082.an estimated accuracy of +/- 6 seconds.
 DL1082
 DL1082.The orthometric height was determined by differential leveling
 DL1082.and adjusted by the National Geodetic Survey in June 1991..
 DL1082
 DL1082.The geoid height was determined by GEOID03.
 DL1082
 DL1082.The dynamic height is computed by dividing the NAVD 88
 DL1082.geopotential number by the normal gravity value computed on the
 DL1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1082.degrees latitude (g = 980.6199 gals.).
 DL1082
 DL1082.The modeled gravity was interpolated from observed gravity values.
 DL1082
 DL1082;                    North         East    Units  Estimated Accuracy
 DL1082;SPC AR S     -   530,400.      218,460.      MT  (+/- 180 meters Scaled)
 DL1082
 DL1082                          SUPERSEDED SURVEY CONTROL
 DL1082
 DL1082  NGVD 29 (??/??/92)   93.81   (m)          307.8    (f) COMPUTED    2 0
 DL1082
 DL1082.Superseded values are not recommended for survey control.
 DL1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1082.See file dsdata.txt to determine how the superseded data were derived.
 DL1082
 DL1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT110433(NAD 83)
 DL1082_MARKER: DB = BENCH MARK DISK
 DL1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1082_STAMPING: X 61 1934
 DL1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1082+STABILITY: SURFACE MOTION
 DL1082
 DL1082  HISTORY     - Date     Condition        Report By
 DL1082  HISTORY     - 1934     MONUMENTED       CGS
 DL1082  HISTORY     - 1962     GOOD             NGS
 DL1082
 DL1082                          STATION DESCRIPTION
 DL1082
 DL1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1082'IN SCHAAL.
 DL1082'AT SCHAAL, HOWARD COUNTY, 53 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 DL1082'THE GRAYSONIA, NASHVILLE AND ASHDOWN RAILROAD STATION, 60 FEET
 DL1082'NORTHEAST OF THE CENTER OF A ROAD CROSSING, 34 FEET SOUTHEAST OF THE
 DL1082'CENTERLINE OF THE MAIN TRACK, 36 FEET NORTHWEST OF THE CENTERLINE OF A
 DL1082'ROAD PARALLELING THE TRACK, 8.1 FEET NORTH OF A POLE, AND 4 FEET
 DL1082'NORTHEAST OF A RAILROAD TELEPHONE HOUSE.  A STANDARD DISK, STAMPED X
 DL1082'61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1051 ***********************************************************************
 DL1051  DESIGNATION -  X 62
 DL1051  PID         -  DL1051
 DL1051  STATE/COUNTY-  AR/HEMPSTEAD
 DL1051  USGS QUAD   -  HOPE (1978)
 DL1051
 DL1051                         *CURRENT SURVEY CONTROL
 DL1051  ___________________________________________________________________
 DL1051* NAD 83(1986)-  33 38 33.     (N)    093 35 26.     (W)     SCALED    
 DL1051* NAVD 88     -       110.259  (meters)     361.74   (feet)  ADJUSTED  
 DL1051  ___________________________________________________________________
 DL1051  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DL1051  DYNAMIC HT  -         110.142 (meters)     361.36  (feet)  COMP
 DL1051  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DL1051
 DL1051  VERT ORDER  -  SECOND    CLASS 0
 DL1051
 DL1051.The horizontal coordinates were scaled from a topographic map and have
 DL1051.an estimated accuracy of +/- 6 seconds.
 DL1051
 DL1051.The orthometric height was determined by differential leveling
 DL1051.and adjusted by the National Geodetic Survey in June 1991..
 DL1051
 DL1051.The geoid height was determined by GEOID03.
 DL1051
 DL1051.The dynamic height is computed by dividing the NAVD 88
 DL1051.geopotential number by the normal gravity value computed on the
 DL1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1051.degrees latitude (g = 980.6199 gals.).
 DL1051
 DL1051.The modeled gravity was interpolated from observed gravity values.
 DL1051
 DL1051;                    North         East    Units  Estimated Accuracy
 DL1051;SPC AR S     -   509,380.      252,460.      MT  (+/- 180 meters Scaled)
 DL1051
 DL1051                          SUPERSEDED SURVEY CONTROL
 DL1051
 DL1051  NGVD 29 (??/??/92)  110.270  (m)          361.78   (f) ADJ UNCH    2 0
 DL1051
 DL1051.Superseded values are not recommended for survey control.
 DL1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1051.See file dsdata.txt to determine how the superseded data were derived.
 DL1051
 DL1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT452226(NAD 83)
 DL1051_MARKER: DB = BENCH MARK DISK
 DL1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1051_STAMPING: X 62 1935
 DL1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1051+STABILITY: SURFACE MOTION
 DL1051
 DL1051  HISTORY     - Date     Condition        Report By
 DL1051  HISTORY     - 1935     MONUMENTED       CGS
 DL1051  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL1051
 DL1051                          STATION DESCRIPTION
 DL1051
 DL1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1051'2.1 MI S FROM HOPE.
 DL1051'2.1 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL1051'STATION AT HOPE, HEMPSTEAD COUNTY, 44 FEET SOUTH OF THE TWENTY-FIRST
 DL1051'POLE SOUTH OF MILEPOST 1, 90 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 DL1051'HIGHWAY 29, AND 47 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 DL1051'STANDARD DISK, STAMPED X 62 1935 AND SET IN THE TOP OF A CONCRETE
 DL1051'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0955 ***********************************************************************
 DL0955  DESIGNATION -  X 63
 DL0955  PID         -  DL0955
 DL0955  STATE/COUNTY-  AR/HEMPSTEAD
 DL0955  USGS QUAD   -  FULTON (1975)
 DL0955
 DL0955                         *CURRENT SURVEY CONTROL
 DL0955  ___________________________________________________________________
 DL0955* NAD 83(1986)-  33 36 44.     (N)    093 48 50.     (W)     SCALED    
 DL0955* NAVD 88     -        80.840  (meters)     265.22   (feet)  ADJUSTED  
 DL0955  ___________________________________________________________________
 DL0955  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DL0955  DYNAMIC HT  -          80.755 (meters)     264.94  (feet)  COMP
 DL0955  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 DL0955
 DL0955  VERT ORDER  -  SECOND    CLASS 0
 DL0955
 DL0955.The horizontal coordinates were scaled from a topographic map and have
 DL0955.an estimated accuracy of +/- 6 seconds.
 DL0955
 DL0955.The orthometric height was determined by differential leveling
 DL0955.and adjusted by the National Geodetic Survey in June 1991..
 DL0955
 DL0955.The geoid height was determined by GEOID03.
 DL0955
 DL0955.The dynamic height is computed by dividing the NAVD 88
 DL0955.geopotential number by the normal gravity value computed on the
 DL0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0955.degrees latitude (g = 980.6199 gals.).
 DL0955
 DL0955.The modeled gravity was interpolated from observed gravity values.
 DL0955
 DL0955;                    North         East    Units  Estimated Accuracy
 DL0955;SPC AR S     -   506,370.      231,690.      MT  (+/- 180 meters Scaled)
 DL0955
 DL0955                          SUPERSEDED SURVEY CONTROL
 DL0955
 DL0955  NGVD 29 (??/??/92)   80.857  (m)          265.28   (f) ADJ UNCH    2 0
 DL0955
 DL0955.Superseded values are not recommended for survey control.
 DL0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0955.See file dsdata.txt to determine how the superseded data were derived.
 DL0955
 DL0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT244194(NAD 83)
 DL0955_MARKER: DB = BENCH MARK DISK
 DL0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0955_STAMPING: X-63 1935
 DL0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0955+STABILITY: SURFACE MOTION
 DL0955
 DL0955  HISTORY     - Date     Condition        Report By
 DL0955  HISTORY     - 1935     MONUMENTED       CGS
 DL0955  HISTORY     - 1963     GOOD             NGS
 DL0955
 DL0955                          STATION DESCRIPTION
 DL0955
 DL0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0955'IN FULTON.
 DL0955'35.6 FEET NORTHWEST OF CENTERLINE OF MISSOURI PACIFIC R.R. MAIN LINE
 DL0955'TRACK.  26.6 FEET NORTHEAST OF CENTERLINE OF CROSS ROAD.  20.5 FEET
 DL0955'SOUTHWEST OF SOUTHWEST END OF FULTON DEPOT.  5.5 FEET BELOW TOP OF
 DL0955'RAILS.  5.4 FEET SOUTHEAST OF THIRD TELEGRAPH POLE SOUTHWEST OF M.P.
 DL0955'471-10.  TABLET SET IN PRECAST CONCRETE POST.
 DL0955
 DL0955                          STATION RECOVERY (1963)
 DL0955
 DL0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1396 ***********************************************************************
 DK1396  DESIGNATION -  X 64
 DK1396  PID         -  DK1396
 DK1396  STATE/COUNTY-  AR/ASHLEY
 DK1396  USGS QUAD   -  CROSSETT SOUTH (1973)
 DK1396
 DK1396                         *CURRENT SURVEY CONTROL
 DK1396  ___________________________________________________________________
 DK1396* NAD 83(1986)-  33 07 12.     (N)    091 57 39.     (W)     SCALED    
 DK1396* NAVD 88     -        50.419  (meters)     165.42   (feet)  ADJUSTED  
 DK1396  ___________________________________________________________________
 DK1396  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DK1396  DYNAMIC HT  -          50.364 (meters)     165.24  (feet)  COMP
 DK1396  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DK1396
 DK1396  VERT ORDER  -  SECOND    CLASS 0
 DK1396
 DK1396.The horizontal coordinates were scaled from a topographic map and have
 DK1396.an estimated accuracy of +/- 6 seconds.
 DK1396
 DK1396.The orthometric height was determined by differential leveling
 DK1396.and adjusted by the National Geodetic Survey in June 1991..
 DK1396
 DK1396.The geoid height was determined by GEOID03.
 DK1396
 DK1396.The dynamic height is computed by dividing the NAVD 88
 DK1396.geopotential number by the normal gravity value computed on the
 DK1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1396.degrees latitude (g = 980.6199 gals.).
 DK1396
 DK1396.The modeled gravity was interpolated from observed gravity values.
 DK1396
 DK1396;                    North         East    Units  Estimated Accuracy
 DK1396;SPC AR S     -   450,280.      403,660.      MT  (+/- 180 meters Scaled)
 DK1396
 DK1396                          SUPERSEDED SURVEY CONTROL
 DK1396
 DK1396  NGVD 29 (??/??/??)   50.492  (m)          165.66   (f) ADJUSTED    2 0
 DK1396
 DK1396.Superseded values are not recommended for survey control.
 DK1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1396.See file dsdata.txt to determine how the superseded data were derived.
 DK1396
 DK1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS969650(NAD 83)
 DK1396_MARKER: DB = BENCH MARK DISK
 DK1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1396_STAMPING: X-64 1935
 DK1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1396+STABILITY: SURFACE MOTION
 DK1396
 DK1396  HISTORY     - Date     Condition        Report By
 DK1396  HISTORY     - 1935     MONUMENTED       CGS
 DK1396  HISTORY     - 1951     GOOD             LOCENG
 DK1396  HISTORY     - 1973     MARK NOT FOUND   USGS
 DK1396
 DK1396                          STATION DESCRIPTION
 DK1396
 DK1396'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 DK1396'IN CROSSETT.
 DK1396'1.2 MILES SOUTH ALONG STATE HIGHWAY 133 FROM THE MISSOURI PACIFIC
 DK1396'RAILROAD STATION AT CROSSETT, ASHLEY COUNTY, 270 FEET SOUTH OF THE
 DK1396'FIRST CURVE SOUTH OF CROSSETT, 40 FEET WEST OF THE CENTERLINE OF THE
 DK1396'HIGHWAY, 33.4 FEET SOUTH OF THE NORTHEAST CORNER OF A BALL PARK,
 DK1396'INSIDE THE PARK, AND 2.6 FEET WEST OF THE EAST FENCE.  A STANDARD
 DK1396'DISK, STAMPED X 64 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK1396
 DK1396                          STATION RECOVERY (1973)
 DK1396
 DK1396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DK1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1034 ***********************************************************************
 FG1034  DESIGNATION -  X 65
 FG1034  PID         -  FG1034
 FG1034  STATE/COUNTY-  AR/POPE
 FG1034  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1034
 FG1034                         *CURRENT SURVEY CONTROL
 FG1034  ___________________________________________________________________
 FG1034* NAD 83(1986)-  35 20 12.     (N)    093 03 08.     (W)     SCALED    
 FG1034* NAVD 88     -       134.516  (meters)     441.32   (feet)  ADJUSTED  
 FG1034  ___________________________________________________________________
 FG1034  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FG1034  DYNAMIC HT  -         134.389 (meters)     440.91  (feet)  COMP
 FG1034  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 FG1034
 FG1034  VERT ORDER  -  SECOND    CLASS 0
 FG1034
 FG1034.The horizontal coordinates were scaled from a topographic map and have
 FG1034.an estimated accuracy of +/- 6 seconds.
 FG1034
 FG1034.The orthometric height was determined by differential leveling
 FG1034.and adjusted by the National Geodetic Survey in June 1991..
 FG1034
 FG1034.The geoid height was determined by GEOID03.
 FG1034
 FG1034.The dynamic height is computed by dividing the NAVD 88
 FG1034.geopotential number by the normal gravity value computed on the
 FG1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1034.degrees latitude (g = 980.6199 gals.).
 FG1034
 FG1034.The modeled gravity was interpolated from observed gravity values.
 FG1034
 FG1034;                    North         East    Units  Estimated Accuracy
 FG1034;SPC AR N     -   111,820.      304,350.      MT  (+/- 180 meters Scaled)
 FG1034
 FG1034                          SUPERSEDED SURVEY CONTROL
 FG1034
 FG1034  NGVD 29 (??/??/92)  134.502  (m)          441.28   (f) ADJ UNCH    2 0
 FG1034
 FG1034.Superseded values are not recommended for survey control.
 FG1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1034.See file dsdata.txt to determine how the superseded data were derived.
 FG1034
 FG1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV952103(NAD 83)
 FG1034_MARKER: DB = BENCH MARK DISK
 FG1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1034_STAMPING: X 65 1935
 FG1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1034+STABILITY: SURFACE MOTION
 FG1034
 FG1034  HISTORY     - Date     Condition        Report By
 FG1034  HISTORY     - 1935     MONUMENTED       CGS
 FG1034  HISTORY     - 1942     GOOD             NGS
 FG1034
 FG1034                          STATION DESCRIPTION
 FG1034
 FG1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FG1034'3.8 MI SW FROM MORELAND.
 FG1034'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE JUNCTION OF THE
 FG1034'OLD DOVER-SPRINGFIELD ROAD AT MORELAND, POPE COUNTY, 0.3 MILE
 FG1034'SOUTHWEST OF A SCHOOL, 0.2 MILE NORTHEAST OF A TWO-STORY FARMHOUSE,
 FG1034'0.1 MILE SOUTH OF A LARGE BARN, 40 FEET NORTHWEST OF THE CENTERLINE OF
 FG1034'THE HIGHWAY, 28 FEET SOUTHWEST OF THE CENTERLINE OF A CROSS ROAD, 26
 FG1034'FEET SOUTHEAST OF A DRAINAGE DITCH, AND 3 FEET SOUTHWEST OF A POLE. A
 FG1034'STANDARD DISK, STAMPED X 65 1935 AND SET IN THE TOP OF A CONCRETE
 FG1034'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0587 ***********************************************************************
 FG0587  DESIGNATION -  X 66
 FG0587  PID         -  FG0587
 FG0587  STATE/COUNTY-  AR/POPE
 FG0587  USGS QUAD   -  SMYRNA (1980)
 FG0587
 FG0587                         *CURRENT SURVEY CONTROL
 FG0587  ___________________________________________________________________
 FG0587* NAD 83(1986)-  35 42 20.     (N)    092 58 53.     (W)     SCALED    
 FG0587* NAVD 88     -       521.722  (meters)    1711.68   (feet)  ADJUSTED  
 FG0587  ___________________________________________________________________
 FG0587  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FG0587  DYNAMIC HT  -         521.216 (meters)    1710.02  (feet)  COMP
 FG0587  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FG0587
 FG0587  VERT ORDER  -  SECOND    CLASS 0
 FG0587
 FG0587.The horizontal coordinates were scaled from a topographic map and have
 FG0587.an estimated accuracy of +/- 6 seconds.
 FG0587
 FG0587.The orthometric height was determined by differential leveling
 FG0587.and adjusted by the National Geodetic Survey in June 1991..
 FG0587
 FG0587.The geoid height was determined by GEOID03.
 FG0587
 FG0587.The dynamic height is computed by dividing the NAVD 88
 FG0587.geopotential number by the normal gravity value computed on the
 FG0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0587.degrees latitude (g = 980.6199 gals.).
 FG0587
 FG0587.The modeled gravity was interpolated from observed gravity values.
 FG0587
 FG0587;                    North         East    Units  Estimated Accuracy
 FG0587;SPC AR N     -   152,680.      311,190.      MT  (+/- 180 meters Scaled)
 FG0587
 FG0587                          SUPERSEDED SURVEY CONTROL
 FG0587
 FG0587  NGVD 29 (??/??/92)  521.638  (m)         1711.41   (f) ADJ UNCH    2 0
 FG0587
 FG0587.Superseded values are not recommended for survey control.
 FG0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0587.See file dsdata.txt to determine how the superseded data were derived.
 FG0587
 FG0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV016512(NAD 83)
 FG0587_MARKER: DB = BENCH MARK DISK
 FG0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0587_STAMPING: X 66 1935
 FG0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0587+STABILITY: SURFACE MOTION
 FG0587
 FG0587  HISTORY     - Date     Condition        Report By
 FG0587  HISTORY     - 1935     MONUMENTED       CGS
 FG0587
 FG0587                          STATION DESCRIPTION
 FG0587
 FG0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0587'2.2 MI S FROM BEN HUR.
 FG0587'2.2 MILES SOUTH ALONG STATE HIGHWAY 16 FROM BEN HUR, POPE COUNTY, AT A
 FG0587'CURVE AT A DIP IN THE ROAD, 33 FEET WEST OF THE CENTERLINE OF THE
 FG0587'HIGHWAY, 37 FEET SOUTHEAST OF THE CENTERLINE OF A DIM ROAD LEADING
 FG0587'SOUTHWEST INTO A VALLEY, AND 13 FEET SOUTH OF A 24-INCH BLACK OAK
 FG0587'TREE.  A STANDARD DISK, STAMPED X 66 1935 AND SET IN THE TOP OF A
 FG0587'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1155 ***********************************************************************
 FG1155  DESIGNATION -  X 69
 FG1155  PID         -  FG1155
 FG1155  STATE/COUNTY-  AR/YELL
 FG1155  USGS QUAD   -  OLA (1972)
 FG1155
 FG1155                         *CURRENT SURVEY CONTROL
 FG1155  ___________________________________________________________________
 FG1155* NAD 83(1986)-  35 00 59.     (N)    093 09 59.     (W)     SCALED    
 FG1155* NAVD 88     -       117.103  (meters)     384.20   (feet)  ADJUSTED  
 FG1155  ___________________________________________________________________
 FG1155  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FG1155  DYNAMIC HT  -         116.989 (meters)     383.82  (feet)  COMP
 FG1155  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 FG1155
 FG1155  VERT ORDER  -  SECOND    CLASS 0
 FG1155
 FG1155.The horizontal coordinates were scaled from a topographic map and have
 FG1155.an estimated accuracy of +/- 6 seconds.
 FG1155
 FG1155.The orthometric height was determined by differential leveling
 FG1155.and adjusted by the National Geodetic Survey in June 1991..
 FG1155
 FG1155.The geoid height was determined by GEOID03.
 FG1155
 FG1155.The dynamic height is computed by dividing the NAVD 88
 FG1155.geopotential number by the normal gravity value computed on the
 FG1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1155.degrees latitude (g = 980.6199 gals.).
 FG1155
 FG1155.The modeled gravity was interpolated from observed gravity values.
 FG1155
 FG1155;                    North         East    Units  Estimated Accuracy
 FG1155;SPC AR N     -    76,410.      293,550.      MT  (+/- 180 meters Scaled)
 FG1155
 FG1155                          SUPERSEDED SURVEY CONTROL
 FG1155
 FG1155  NGVD 29 (??/??/92)  117.078  (m)          384.11   (f) ADJ UNCH    2 0
 FG1155
 FG1155.Superseded values are not recommended for survey control.
 FG1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1155.See file dsdata.txt to determine how the superseded data were derived.
 FG1155
 FG1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU848748(NAD 83)
 FG1155_MARKER: DB = BENCH MARK DISK
 FG1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1155_STAMPING: X-69 1934
 FG1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1155+STABILITY: SURFACE MOTION
 FG1155
 FG1155  HISTORY     - Date     Condition        Report By
 FG1155  HISTORY     - 1934     MONUMENTED       CGS
 FG1155
 FG1155                          STATION DESCRIPTION
 FG1155
 FG1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1155'1.8 MI W FROM BIRTA.
 FG1155'1.8 MILES WEST OF, ALONG C.R.I. AND P. RY. FROM STATION.  ABOUT 0.1
 FG1155'MILE SOUTH OF FARM HOUSE AND RED BARN.  48.3 FEET SOUTH OF CENTERLINE
 FG1155'OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. CROSSING.  41.9 FEET NORTH OF
 FG1155'CENTERLINE OF ST. HWY. NO. 10.  8.1 FT. EAST OF EAST END OF IRON GATE.
 FG1155'1.4 FT. NORTH OF FENCE PARALLELING RAILROAD. TABLET SET IN PRECAST
 FG1155'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1295 ***********************************************************************
 FF1295  DESIGNATION -  X 7
 FF1295  PID         -  FF1295
 FF1295  STATE/COUNTY-  AR/CLEBURNE
 FF1295  USGS QUAD   -  WEST PANGBURN (1992)
 FF1295
 FF1295                         *CURRENT SURVEY CONTROL
 FF1295  ___________________________________________________________________
 FF1295* NAD 83(1997)-  35 29 03.12036(N)    091 59 48.44112(W)     ADJUSTED  
 FF1295* NAVD 88     -        85.275  (meters)     279.77   (feet)  ADJUSTED  
 FF1295  ___________________________________________________________________
 FF1295  X           -    -181,167.900 (meters)                     COMP
 FF1295  Y           -  -5,196,318.814 (meters)                     COMP
 FF1295  Z           -   3,681,774.245 (meters)                     COMP
 FF1295  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FF1295  ELLIP HEIGHT-          57.79  (meters)          (04/05/04) GPS OBS
 FF1295  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF1295  DYNAMIC HT  -          85.199 (meters)     279.52  (feet)  COMP
 FF1295  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FF1295
 FF1295  HORZ ORDER  -  B
 FF1295  VERT ORDER  -  FIRST     CLASS II
 FF1295  ELLP ORDER  -  FOURTH    CLASS I
 FF1295
 FF1295.The horizontal coordinates were established by GPS observations
 FF1295.and adjusted by the National Geodetic Survey in April 2004..
 FF1295
 FF1295.The orthometric height was determined by differential leveling
 FF1295.and adjusted by the National Geodetic Survey in June 1991..
 FF1295
 FF1295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1295
 FF1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1295
 FF1295.The ellipsoidal height was determined by GPS observations
 FF1295.and is referenced to NAD 83.
 FF1295
 FF1295.The geoid height was determined by GEOID03.
 FF1295
 FF1295.The dynamic height is computed by dividing the NAVD 88
 FF1295.geopotential number by the normal gravity value computed on the
 FF1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1295.degrees latitude (g = 980.6199 gals.).
 FF1295
 FF1295.The modeled gravity was interpolated from observed gravity values.
 FF1295
 FF1295;                    North         East     Units Scale Factor Converg.
 FF1295;SPC AR N     -   127,678.666   400,291.353   MT  0.99993745   +0 00 06.7
 FF1295;SPC AR N     -   418,892.42  1,313,289.21   sFT  0.99993745   +0 00 06.7
 FF1295;UTM  15      - 3,927,203.663   591,003.640   MT  0.99970206   +0 34 56.6
 FF1295
 FF1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1295!SPC AR N     -   0.99999093  x   0.99993745  =   0.99992838
 FF1295!UTM  15      -   0.99999093  x   0.99970206  =   0.99969299
 FF1295
 FF1295                          SUPERSEDED SURVEY CONTROL
 FF1295
 FF1295  NAVD 88 (04/05/04)   85.28   (m)          279.8    (f) LEVELING    3  
 FF1295  NGVD 29 (??/??/??)   85.206  (m)          279.55   (f) ADJUSTED    1 2
 FF1295
 FF1295.Superseded values are not recommended for survey control.
 FF1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1295.See file dsdata.txt to determine how the superseded data were derived.
 FF1295
 FF1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9100427204(NAD 83)
 FF1295_MARKER: DB = BENCH MARK DISK
 FF1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1295_STAMPING: X 7 1931
 FF1295_MARK LOGO: CGS   
 FF1295_PROJECTION: FLUSH
 FF1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1295+STABILITY: SURFACE MOTION
 FF1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1295+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 FF1295
 FF1295  HISTORY     - Date     Condition        Report By
 FF1295  HISTORY     - 1931     MONUMENTED       CGS
 FF1295  HISTORY     - 1935     MARK NOT FOUND   CGS
 FF1295  HISTORY     - 19950607 GOOD             LOCENG
 FF1295  HISTORY     - 19950628 GOOD             NGS
 FF1295  HISTORY     - 20020329 GOOD             USACE
 FF1295  HISTORY     - 20020605 GOOD             USACE
 FF1295
 FF1295                          STATION DESCRIPTION
 FF1295
 FF1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1295'2.8 MI S FROM HEBER SPRINGS.
 FF1295'2 3/4 MILES SOUTH ALONG THE MISSOURI AND ARKANSAS RAILWAY FROM
 FF1295'HEBER SPRINGS, CLEBURNE COUNTY, ABOUT 75 FEET SOUTHWEST OF
 FF1295'MILEPOST 246, AND 42 FEET WEST OF THE CENTER LINE OF THE TRACK.
 FF1295'A STANDARD DISK STAMPED X 7 1931 AND SET IN THE TOP OF A CONCRETE
 FF1295'POST.
 FF1295
 FF1295                          STATION RECOVERY (1935)
 FF1295
 FF1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FF1295'MARK NOT FOUND.
 FF1295
 FF1295                          STATION RECOVERY (1995)
 FF1295
 FF1295'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (FSS)
 FF1295'RECOVERED IN GOOD CONDITION. NOTE--TRACKS HAVE BEEN REMOVED. MILE POST
 FF1295'246 NO LONGER EXISTS.  42 FEET (12.8 M) SOUTHWEST OF CENTERLINE OF OLD
 FF1295'RAILROAD TRAM, 31 FEET (9.4 M) NORTHEAST OF CITY WASTE WATER TREATMENT
 FF1295'PLANT PROPERTY LINE FENCE, 20 FEET (6.1 M) NORTHWEST OF AN 18-INCH
 FF1295'TREE, 1 FOOT (0.3 M) NORTHEAST OF A METAL WITNESS POST AND SIGN, AND
 FF1295'SURROUNDED BY 3 RAILROAD RAILS DRIVEN VERTICALLY IN THE GROUND.
 FF1295
 FF1295                          STATION RECOVERY (1995)
 FF1295
 FF1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (FSS)
 FF1295'THE TRACKS AND MILE POST 246 NO LONGER EXIST.  THE MARK IS LOCATED ON
 FF1295'THE HEBER SPRINGS WASTEWATER TREATMENT PLANT EAST OF THE CITY.  42 FT
 FF1295'(12.8 M) SW OF THE OLD RR TRAM CENTERLINE, 31 FT (9.4 M) NE OF
 FF1295'TREATMENT PLANT PROPERTY LINE FENCE, 20 FT (6.1 M) NW OF A 18 INCH
 FF1295'CEDAR TREE, 1 FT (0.3 M) NE OF A METAL WITNESS POST AND SIGN, AND
 FF1295'SURROUNDED BY 3 RR RAILS DRIVEN VERTICALLY INTO THE GROUND.
 FF1295
 FF1295                          STATION RECOVERY (2002)
 FF1295
 FF1295'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1295'TO REACH THE STATION FROM THE NORTH ENTRANCE TO COUNTY COURTHOUSE IN
 FF1295'HEBER SPRINGS, GO EAST ALONG HIGHWAY 110 FOR 2.0 MI (3.2 KM) TO
 FF1295'INTERSECTION OF HIGHWAYS 110 AND 25, TURN RIGHT AND GO 0.6 MI (1.0 KM)
 FF1295'TO ENTRANCE TO HEBER SPRINGS WATER TREATMENT PLANT ON LEFT, TURN LEFT,
 FF1295'GO O.15 TO TRACK ROAD ON RIGHT, TURN RIGHT AND GO SOUTH THROUGH GATE
 FF1295'ALONG TRACK ROAD FOR 0.2 MI (0.3 KM) AND MARK ON RIGHT. THE STATION IS
 FF1295'45.5 FT (13.9 M) WSW OF CENTERLINE OF TRACK ROAD, AT AZIMUTH OF 230
 FF1295'DEGREES, 24.1 FT (7.3 M) WSW OF 24 INCH SWEET GUM TREE, AT AZ OF 222
 FF1295'DEGREES, 35 FT (10.7 M) WEST OF 30 INCH SWEET GUM TREE, AT AZ OF 270
 FF1295'DEGREES, 31.2 FT (9.5 M) E OF PROPERTY LINE FENCE OF WATER TREATMENT
 FF1295'PLANT.  DESCRIBED BY DANNY BARKER AT 901 544-0668.
 FF1295
 FF1295                          STATION RECOVERY (2002)
 FF1295
 FF1295'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002
 FF1295'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1162 ***********************************************************************
 FG1162  DESIGNATION -  X 70
 FG1162  PID         -  FG1162
 FG1162  STATE/COUNTY-  AR/PERRY
 FG1162  USGS QUAD   -  CASA (1972)
 FG1162
 FG1162                         *CURRENT SURVEY CONTROL
 FG1162  ___________________________________________________________________
 FG1162* NAD 83(1986)-  35 01 29.     (N)    093 00 52.     (W)     SCALED    
 FG1162* NAVD 88     -       112.264  (meters)     368.32   (feet)  ADJUSTED  
 FG1162  ___________________________________________________________________
 FG1162  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FG1162  DYNAMIC HT  -         112.156 (meters)     367.97  (feet)  COMP
 FG1162  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 FG1162
 FG1162  VERT ORDER  -  SECOND    CLASS 0
 FG1162
 FG1162.The horizontal coordinates were scaled from a topographic map and have
 FG1162.an estimated accuracy of +/- 6 seconds.
 FG1162
 FG1162.The orthometric height was determined by differential leveling
 FG1162.and adjusted by the National Geodetic Survey in June 1991..
 FG1162
 FG1162.The geoid height was determined by GEOID03.
 FG1162
 FG1162.The dynamic height is computed by dividing the NAVD 88
 FG1162.geopotential number by the normal gravity value computed on the
 FG1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1162.degrees latitude (g = 980.6199 gals.).
 FG1162
 FG1162.The modeled gravity was interpolated from observed gravity values.
 FG1162
 FG1162;                    North         East    Units  Estimated Accuracy
 FG1162;SPC AR N     -    77,180.      307,420.      MT  (+/- 180 meters Scaled)
 FG1162
 FG1162                          SUPERSEDED SURVEY CONTROL
 FG1162
 FG1162  NGVD 29 (??/??/92)  112.258  (m)          368.30   (f) ADJ UNCH    2 0
 FG1162
 FG1162.Superseded values are not recommended for survey control.
 FG1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1162.See file dsdata.txt to determine how the superseded data were derived.
 FG1162
 FG1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU986757(NAD 83)
 FG1162_MARKER: DB = BENCH MARK DISK
 FG1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1162_SP_SET: ABUTMENT
 FG1162_STAMPING: X-70 1934
 FG1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1162
 FG1162  HISTORY     - Date     Condition        Report By
 FG1162  HISTORY     - 1934     MONUMENTED       CGS
 FG1162
 FG1162                          STATION DESCRIPTION
 FG1162
 FG1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1162'1.9 MI E FROM CASA.
 FG1162'1.9 MILES EAST OF, ALONG C. R. I. AND P. RY. FROM STATION.  TABLET SET
 FG1162'HORIZONTALLY NORTH END OF EAST CONCRETE ABUTMENT TO RAILROAD BRIDGE
 FG1162'NO. 1966.  88 FEET NORTH OF NORTHEAST CORNER OF CONCRETE HIGHWAY
 FG1162'BRIDGE ON ST. HIGHWAY 10.  6.3 FEET NORTH OF CENTERLINE OF CHICAGO
 FG1162'ROCK ISLAND AND PACIFIC R.R.  3.8 FEET BELOW TRACK. 1 FT. SOUTH OF
 FG1162'NORTH END OF ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0245 ***********************************************************************
 EJ0245  DESIGNATION -  X 71
 EJ0245  PID         -  EJ0245
 EJ0245  STATE/COUNTY-  AR/PULASKI
 EJ0245  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0245
 EJ0245                         *CURRENT SURVEY CONTROL
 EJ0245  ___________________________________________________________________
 EJ0245* NAD 83(1986)-  34 51 34.     (N)    092 28 15.     (W)     SCALED    
 EJ0245* NAVD 88     -        82.354  (meters)     270.19   (feet)  ADJUSTED  
 EJ0245  ___________________________________________________________________
 EJ0245  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EJ0245  DYNAMIC HT  -          82.277 (meters)     269.94  (feet)  COMP
 EJ0245  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 EJ0245
 EJ0245  VERT ORDER  -  SECOND    CLASS 0
 EJ0245
 EJ0245.The horizontal coordinates were scaled from a topographic map and have
 EJ0245.an estimated accuracy of +/- 6 seconds.
 EJ0245
 EJ0245.The orthometric height was determined by differential leveling
 EJ0245.and adjusted by the National Geodetic Survey in June 1991..
 EJ0245
 EJ0245.The geoid height was determined by GEOID03.
 EJ0245
 EJ0245.The dynamic height is computed by dividing the NAVD 88
 EJ0245.geopotential number by the normal gravity value computed on the
 EJ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0245.degrees latitude (g = 980.6199 gals.).
 EJ0245
 EJ0245.The modeled gravity was interpolated from observed gravity values.
 EJ0245
 EJ0245;                    North         East    Units  Estimated Accuracy
 EJ0245;SPC AR S     -   643,320.      356,940.      MT  (+/- 180 meters Scaled)
 EJ0245
 EJ0245                          SUPERSEDED SURVEY CONTROL
 EJ0245
 EJ0245  NGVD 29 (??/??/92)   82.398  (m)          270.33   (f) ADJ UNCH    2 0
 EJ0245
 EJ0245.Superseded values are not recommended for survey control.
 EJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0245.See file dsdata.txt to determine how the superseded data were derived.
 EJ0245
 EJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU483575(NAD 83)
 EJ0245_MARKER: DB = BENCH MARK DISK
 EJ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0245_STAMPING: X-71 1934
 EJ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0245+STABILITY: SURFACE MOTION
 EJ0245
 EJ0245  HISTORY     - Date     Condition        Report By
 EJ0245  HISTORY     - 1934     MONUMENTED       CGS
 EJ0245  HISTORY     - 1940     GOOD             ARGS
 EJ0245  HISTORY     - 1985     GOOD             USPSQD
 EJ0245  HISTORY     - 1989     GOOD             USPSQD
 EJ0245
 EJ0245                          STATION DESCRIPTION
 EJ0245
 EJ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0245'2.9 MI W FROM PINNACLE.
 EJ0245'2.9 MILES WEST OF, ALONG C.R.I. AND P.RY. FROM STATION A POST SET AT
 EJ0245'NATURAL STEPS SIDING.  ABOUT 155 FEET NORTHWEST OF CHICAGO, ROCK
 EJ0245'ISLAND AND PACIFIC RY. STATION.  78.6 FEET NORTH OF CENTERLINE OF
 EJ0245'RAILROAD CROSSING.  51.3 FEET WEST OF WEST CORNER OF OLD STORE
 EJ0245'BUILDING OWNED BY L.B. MOORELAND.  43.6 FEET NORTHEAST OF CENTERLINE
 EJ0245'OF CHICAGO, ROCK ISLAND AND PAC. R.R.  2 FEET NORTHEAST OF TELEPHONE
 EJ0245'POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0245
 EJ0245                          STATION RECOVERY (1940)
 EJ0245
 EJ0245'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 1940
 EJ0245'RECOVERED IN GOOD CONDITION.
 EJ0245
 EJ0245                          STATION RECOVERY (1985)
 EJ0245
 EJ0245'RECOVERY NOTE BY US POWER SQUADRON 1985
 EJ0245'NEW DESC. SHOULD READ: 2.9 MILES WEST ALONG THE CHICAGO ROCK ISLAND
 EJ0245'AND PACIFIC RAILROAD FROM THE STATION AT PINNACHE, PULASKI COUNTY,
 EJ0245'155 FEET NORTHWEST OF THE STATION AT NATURAL STEPS, AT A ROAD
 EJ0245'CROSSING, 78.6 FEET NORTH OF THE CENTER OF THE CROSSING, 43.6 FEET
 EJ0245'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTHEAST OF
 EJ0245'TELEPHONE POLE. A STANDARD DISK STAMPED 'X 71 1934 ' AND SET IN THE
 EJ0245'TOP OF A CONCRETE POST.
 EJ0245
 EJ0245                          STATION RECOVERY (1989)
 EJ0245
 EJ0245'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 EJ0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0260 ***********************************************************************
 EJ0260  DESIGNATION -  X 72
 EJ0260  PID         -  EJ0260
 EJ0260  STATE/COUNTY-  AR/PULASKI
 EJ0260  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0260
 EJ0260                         *CURRENT SURVEY CONTROL
 EJ0260  ___________________________________________________________________
 EJ0260* NAD 83(1986)-  34 46 00.     (N)    092 18 35.     (W)     SCALED    
 EJ0260* NAVD 88     -        80.113  (meters)     262.84   (feet)  ADJUSTED  
 EJ0260  ___________________________________________________________________
 EJ0260  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EJ0260  DYNAMIC HT  -          80.039 (meters)     262.59  (feet)  COMP
 EJ0260  MODELED GRAV-     979,701.8   (mgal)                       NAVD 88
 EJ0260
 EJ0260  VERT ORDER  -  SECOND    CLASS 0
 EJ0260
 EJ0260.The horizontal coordinates were scaled from a topographic map and have
 EJ0260.an estimated accuracy of +/- 6 seconds.
 EJ0260
 EJ0260.The orthometric height was determined by differential leveling
 EJ0260.and adjusted by the National Geodetic Survey in June 1991..
 EJ0260
 EJ0260.The geoid height was determined by GEOID03.
 EJ0260
 EJ0260.The dynamic height is computed by dividing the NAVD 88
 EJ0260.geopotential number by the normal gravity value computed on the
 EJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0260.degrees latitude (g = 980.6199 gals.).
 EJ0260
 EJ0260.The modeled gravity was interpolated from observed gravity values.
 EJ0260
 EJ0260;                    North         East    Units  Estimated Accuracy
 EJ0260;SPC AR S     -   632,970.      371,650.      MT  (+/- 180 meters Scaled)
 EJ0260
 EJ0260                          SUPERSEDED SURVEY CONTROL
 EJ0260
 EJ0260  NGVD 29 (??/??/92)   80.161  (m)          262.99   (f) ADJ UNCH    2 0
 EJ0260
 EJ0260.Superseded values are not recommended for survey control.
 EJ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0260.See file dsdata.txt to determine how the superseded data were derived.
 EJ0260
 EJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU631473(NAD 83)
 EJ0260_MARKER: DB = BENCH MARK DISK
 EJ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0260_STAMPING: X-72 1934
 EJ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0260+STABILITY: SURFACE MOTION
 EJ0260
 EJ0260  HISTORY     - Date     Condition        Report By
 EJ0260  HISTORY     - 1934     MONUMENTED       CGS
 EJ0260  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0260  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0260
 EJ0260                          STATION DESCRIPTION
 EJ0260
 EJ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0260'2.4 MI NW FROM LITTLE ROCK.
 EJ0260'2.4 MILES NORTHWEST OF, ALONG C.R.I. AND P.RY. FROM UNION STATION POST
 EJ0260'SET AT PULASKI R.R. STATION.  16.8 FEET EAST OF SOUTHEAST CORNER OF
 EJ0260'RAILROAD STATION.  14.5 FEET WEST OF CENTERLINE OF CHICAGO, ROCK
 EJ0260'ISLAND AND PACIFIC R.R. MAIN TRACK.  0.8 FT. WEST OF CONCRETE WALK
 EJ0260'PARALLELING RAILROAD.  0.5 FEET SOUTH OF EAST-WEST CONCRETE WALK.
 EJ0260'TABLET SET IN PRECAST CONCRETE POST.
 EJ0260
 EJ0260                          STATION RECOVERY (1960)
 EJ0260
 EJ0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EJ0260'MARK NOT FOUND.
 EJ0260
 EJ0260                          STATION RECOVERY (1984)
 EJ0260
 EJ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0858 ***********************************************************************
 EJ0858  DESIGNATION -  X 73
 EJ0858  PID         -  EJ0858
 EJ0858  STATE/COUNTY-  AR/SALINE
 EJ0858  USGS QUAD   -  FOURCHE SW (1984)
 EJ0858
 EJ0858                         *CURRENT SURVEY CONTROL
 EJ0858  ___________________________________________________________________
 EJ0858* NAD 83(1986)-  34 47 18.     (N)    092 41 03.     (W)     SCALED    
 EJ0858* NAVD 88     -       160.627  (meters)     526.99   (feet)  ADJUSTED  
 EJ0858  ___________________________________________________________________
 EJ0858  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EJ0858  DYNAMIC HT  -         160.474 (meters)     526.49  (feet)  COMP
 EJ0858  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 EJ0858
 EJ0858  VERT ORDER  -  SECOND    CLASS 0
 EJ0858
 EJ0858.The horizontal coordinates were scaled from a topographic map and have
 EJ0858.an estimated accuracy of +/- 6 seconds.
 EJ0858
 EJ0858.The orthometric height was determined by differential leveling
 EJ0858.and adjusted by the National Geodetic Survey in June 1991..
 EJ0858
 EJ0858.The geoid height was determined by GEOID03.
 EJ0858
 EJ0858.The dynamic height is computed by dividing the NAVD 88
 EJ0858.geopotential number by the normal gravity value computed on the
 EJ0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0858.degrees latitude (g = 980.6199 gals.).
 EJ0858
 EJ0858.The modeled gravity was interpolated from observed gravity values.
 EJ0858
 EJ0858;                    North         East    Units  Estimated Accuracy
 EJ0858;SPC AR S     -   635,540.      337,380.      MT  (+/- 180 meters Scaled)
 EJ0858
 EJ0858                          SUPERSEDED SURVEY CONTROL
 EJ0858
 EJ0858  NGVD 29 (??/??/92)  160.646  (m)          527.05   (f) ADJ UNCH    2 0
 EJ0858
 EJ0858.Superseded values are not recommended for survey control.
 EJ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0858.See file dsdata.txt to determine how the superseded data were derived.
 EJ0858
 EJ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU288496(NAD 83)
 EJ0858_MARKER: DB = BENCH MARK DISK
 EJ0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0858_STAMPING: X 73 1935
 EJ0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0858+STABILITY: SURFACE MOTION
 EJ0858
 EJ0858  HISTORY     - Date     Condition        Report By
 EJ0858  HISTORY     - 1935     MONUMENTED       CGS
 EJ0858  HISTORY     - 1935     GOOD             NGS
 EJ0858
 EJ0858                          STATION DESCRIPTION
 EJ0858
 EJ0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0858'5.9 MI E FROM PARON.
 EJ0858'5.9 MILES EAST ALONG TWELFTH STREET PIKE FROM THE SCHOOLHOUSE AT
 EJ0858'PARON, SALINE COUNTY, AT THE JUNCTION OF TWELFTH STREET PIKE AND A
 EJ0858'COUNTY ROAD LEADING SOUTH, 46 FEET SOUTH OF THE CENTERLINE OF THE
 EJ0858'PIKE, 11.4 FEET NORTHWEST OF A 14-INCH PINE TREE, AND 10.4 FEET
 EJ0858'NORTHEAST OF A 12-INCH PINE TREE.  A STANDARD DISK, STAMPED X 73 1935
 EJ0858'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1170 ***********************************************************************
 FF1170  DESIGNATION -  X 74 RESET
 FF1170  PID         -  FF1170
 FF1170  STATE/COUNTY-  AR/JACKSON
 FF1170  USGS QUAD   -  AUVERGNE (1981)
 FF1170
 FF1170                         *CURRENT SURVEY CONTROL
 FF1170  ___________________________________________________________________
 FF1170* NAD 83(1986)-  35 35 37.     (N)    091 14 42.     (W)     SCALED    
 FF1170* NAVD 88     -        69.10   (+/-2cm)     226.7    (feet)  VERTCON   
 FF1170  ___________________________________________________________________
 FF1170  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FF1170
 FF1170  VERT ORDER  -  ? (See Below)
 FF1170
 FF1170.The horizontal coordinates were scaled from a topographic map and have
 FF1170.an estimated accuracy of +/- 6 seconds.
 FF1170
 FF1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1170.The vertical order pertains to the NGVD 29 superseded value.
 FF1170
 FF1170.The geoid height was determined by GEOID03.
 FF1170
 FF1170;                    North         East    Units  Estimated Accuracy
 FF1170;SPC AR N     -   140,080.      468,420.      MT  (+/- 180 meters Scaled)
 FF1170
 FF1170                          SUPERSEDED SURVEY CONTROL
 FF1170
 FF1170  NGVD 29 (??/??/??)   69.036  (m)          226.50   (f) ADJUSTED    ?  
 FF1170
 FF1170.Superseded values are not recommended for survey control.
 FF1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1170.See file dsdata.txt to determine how the superseded data were derived.
 FF1170
 FF1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV589402(NAD 83)
 FF1170_MARKER: DB = BENCH MARK DISK
 FF1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1170_STAMPING: X 74 RESET 1946
 FF1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1170+STABILITY: SURFACE MOTION
 FF1170
 FF1170  HISTORY     - Date     Condition        Report By
 FF1170  HISTORY     - 1946     MONUMENTED       CGS
 FF1170  HISTORY     - 1964     MARK NOT FOUND   USGS
 FF1170
 FF1170                          STATION DESCRIPTION
 FF1170
 FF1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 FF1170'2.6 MI SE FROM NEWPORT.
 FF1170'2.6 MILES SOUTHEAST ALONG THE ABANDONED CHICAGO, ROCK ISLAND
 FF1170'AND PACIFIC RAILROAD FROM THE POST OFFICE AT NEWPORT, JACKSON
 FF1170'COUNTY, ON STATE HIGHWAY 17, AT THE WEST EDGE OF CACHE CREEK
 FF1170'SWAMP, 100 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 FF1170'FARMHOUSE, 25 FEET FROM THE SOUTHWEST CORNER OF A BARN AT
 FF1170'THE FENCE LINE, AT CONSTRUCTION STATION 92+80, AND BACK OF THE
 FF1170'DITCH SLOPE.  A STANDARD DISK, STAMPED X 74 RESET 1946 AND
 FF1170'SET IN THE TOP OF A CONCRETE POST.
 FF1170
 FF1170                          STATION RECOVERY (1964)
 FF1170
 FF1170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FF1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0889 ***********************************************************************
 FF0889  DESIGNATION -  X 75
 FF0889  PID         -  FF0889
 FF0889  STATE/COUNTY-  AR/CRAIGHEAD
 FF0889  USGS QUAD   -  HERMAN (1980)
 FF0889
 FF0889                         *CURRENT SURVEY CONTROL
 FF0889  ___________________________________________________________________
 FF0889* NAD 83(1986)-  35 51 20.     (N)    090 48 05.     (W)     SCALED    
 FF0889* NAVD 88     -        94.961  (meters)     311.55   (feet)  ADJUSTED  
 FF0889  ___________________________________________________________________
 FF0889  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0889  DYNAMIC HT  -          94.880 (meters)     311.29  (feet)  COMP
 FF0889  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 FF0889
 FF0889  VERT ORDER  -  SECOND    CLASS 0
 FF0889
 FF0889.The horizontal coordinates were scaled from a topographic map and have
 FF0889.an estimated accuracy of +/- 6 seconds.
 FF0889
 FF0889.The orthometric height was determined by differential leveling
 FF0889.and adjusted by the National Geodetic Survey in June 1991..
 FF0889
 FF0889.The geoid height was determined by GEOID03.
 FF0889
 FF0889.The dynamic height is computed by dividing the NAVD 88
 FF0889.geopotential number by the normal gravity value computed on the
 FF0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0889.degrees latitude (g = 980.6199 gals.).
 FF0889
 FF0889.The modeled gravity was interpolated from observed gravity values.
 FF0889
 FF0889;                    North         East    Units  Estimated Accuracy
 FF0889;SPC AR N     -   169,540.      508,260.      MT  (+/- 180 meters Scaled)
 FF0889
 FF0889                          SUPERSEDED SURVEY CONTROL
 FF0889
 FF0889  NGVD 29 (??/??/??)   94.878  (m)          311.28   (f) ADJUSTED    2 0
 FF0889
 FF0889.Superseded values are not recommended for survey control.
 FF0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0889.See file dsdata.txt to determine how the superseded data were derived.
 FF0889
 FF0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV985701(NAD 83)
 FF0889_MARKER: DB = BENCH MARK DISK
 FF0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0889_STAMPING: X 75 1934
 FF0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0889+STABILITY: SURFACE MOTION
 FF0889
 FF0889  HISTORY     - Date     Condition        Report By
 FF0889  HISTORY     - 1934     MONUMENTED       CGS
 FF0889  HISTORY     - 1938     GOOD             CGS
 FF0889  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0889
 FF0889                          STATION DESCRIPTION
 FF0889
 FF0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0889'3.6 MI S FROM BONO.
 FF0889'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE MISSOURI
 FF0889'PACIFIC RAILROAD STATION AT BONO, CRAIGHEAD COUNTY, THENCE ABOUT
 FF0889'1.6 MILES WEST ALONG STATE HIGHWAY 18, ABOUT 345 FEET NORTHWEST
 FF0889'OF THE NORTHWEST CORNER OF THE HERMAN RURAL SCHOOL, IN THE
 FF0889'NORTHWEST CORNER OF THE PLAYGROUND, 54 FEET SOUTH OF THE CENTER
 FF0889'LINE OF THE HIGHWAY, AND 12 FEET SOUTH OF A LARGE BLACK LOCUST
 FF0889'TREE.  A STANDARD DISK, STAMPED X 75 1934 AND SET IN THE TOP OF
 FF0889'A CONCRETE POST.
 FF0889
 FF0889                          STATION RECOVERY (1938)
 FF0889
 FF0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF0889'RECOVERED IN GOOD CONDITION.
 FF0889
 FF0889                          STATION RECOVERY (2002)
 FF0889
 FF0889'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1446 ***********************************************************************
 DK1446  DESIGNATION -  X 77
 DK1446  PID         -  DK1446
 DK1446  STATE/COUNTY-  AR/DREW
 DK1446  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1446
 DK1446                         *CURRENT SURVEY CONTROL
 DK1446  ___________________________________________________________________
 DK1446* NAD 83(1986)-  33 43 08.     (N)    091 48 37.     (W)     SCALED    
 DK1446* NAVD 88     -       114.523  (meters)     375.73   (feet)  ADJUSTED  
 DK1446  ___________________________________________________________________
 DK1446  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DK1446  DYNAMIC HT  -         114.407 (meters)     375.35  (feet)  COMP
 DK1446  MODELED GRAV-     979,621.7   (mgal)                       NAVD 88
 DK1446
 DK1446  VERT ORDER  -  SECOND    CLASS 0
 DK1446
 DK1446.The horizontal coordinates were scaled from a topographic map and have
 DK1446.an estimated accuracy of +/- 6 seconds.
 DK1446
 DK1446.The orthometric height was determined by differential leveling
 DK1446.and adjusted by the National Geodetic Survey in June 1991..
 DK1446
 DK1446.The geoid height was determined by GEOID03.
 DK1446
 DK1446.The dynamic height is computed by dividing the NAVD 88
 DK1446.geopotential number by the normal gravity value computed on the
 DK1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1446.degrees latitude (g = 980.6199 gals.).
 DK1446
 DK1446.The modeled gravity was interpolated from observed gravity values.
 DK1446
 DK1446;                    North         East    Units  Estimated Accuracy
 DK1446;SPC AR S     -   516,720.      417,580.      MT  (+/- 180 meters Scaled)
 DK1446
 DK1446                          SUPERSEDED SURVEY CONTROL
 DK1446
 DK1446  NGVD 29 (??/??/??)  114.622  (m)          376.06   (f) ADJUSTED    2 0
 DK1446
 DK1446.Superseded values are not recommended for survey control.
 DK1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1446.See file dsdata.txt to determine how the superseded data were derived.
 DK1446
 DK1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT102316(NAD 83)
 DK1446_MARKER: DB = BENCH MARK DISK
 DK1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1446_STAMPING: X-77 1935
 DK1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1446+STABILITY: SURFACE MOTION
 DK1446
 DK1446  HISTORY     - Date     Condition        Report By
 DK1446  HISTORY     - 1935     MONUMENTED       CGS
 DK1446
 DK1446                          STATION DESCRIPTION
 DK1446
 DK1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1446'7.2 MI N FROM MONTICELLO.
 DK1446'7.2 MILES NORTH OF, ALONG ST.HWY.13, FROM COURTHOUSE.  ABOUT 55 FEET
 DK1446'WEST OF CENTER OF STATE HWY. 13.  52 FEET EAST OF THE SOUTHEAST CORNER
 DK1446'OF A HOME OWNED BY JOHN CURRY.  36 FEET SOUTH OF THE CENTER OF A GATE
 DK1446'TO THE CURRY PROPERTY.  3 FEET EAST OF THE SOUTHEAST CORNER OF THE
 DK1446'CURRY PROPERTY FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0782 ***********************************************************************
 EJ0782  DESIGNATION -  X 78
 EJ0782  PID         -  EJ0782
 EJ0782  STATE/COUNTY-  AR/GARLAND
 EJ0782  USGS QUAD   -  LONSDALE (1984)
 EJ0782
 EJ0782                         *CURRENT SURVEY CONTROL
 EJ0782  ___________________________________________________________________
 EJ0782* NAD 83(1986)-  34 32 33.     (N)    092 50 10.     (W)     SCALED    
 EJ0782* NAVD 88     -       140.491  (meters)     460.93   (feet)  ADJUSTED  
 EJ0782  ___________________________________________________________________
 EJ0782  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EJ0782  DYNAMIC HT  -         140.356 (meters)     460.48  (feet)  COMP
 EJ0782  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EJ0782
 EJ0782  VERT ORDER  -  SECOND    CLASS 0
 EJ0782
 EJ0782.The horizontal coordinates were scaled from a topographic map and have
 EJ0782.an estimated accuracy of +/- 6 seconds.
 EJ0782
 EJ0782.The orthometric height was determined by differential leveling
 EJ0782.and adjusted by the National Geodetic Survey in June 1991..
 EJ0782
 EJ0782.The geoid height was determined by GEOID03.
 EJ0782
 EJ0782.The dynamic height is computed by dividing the NAVD 88
 EJ0782.geopotential number by the normal gravity value computed on the
 EJ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0782.degrees latitude (g = 980.6199 gals.).
 EJ0782
 EJ0782.The modeled gravity was interpolated from observed gravity values.
 EJ0782
 EJ0782;                    North         East    Units  Estimated Accuracy
 EJ0782;SPC AR S     -   608,370.      323,260.      MT  (+/- 180 meters Scaled)
 EJ0782
 EJ0782                          SUPERSEDED SURVEY CONTROL
 EJ0782
 EJ0782  NGVD 29 (??/??/92)  140.501  (m)          460.96   (f) ADJ UNCH    2 0
 EJ0782
 EJ0782.Superseded values are not recommended for survey control.
 EJ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0782.See file dsdata.txt to determine how the superseded data were derived.
 EJ0782
 EJ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU150223(NAD 83)
 EJ0782_MARKER: DB = BENCH MARK DISK
 EJ0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0782_SP_SET: CULVERT
 EJ0782_STAMPING: X-78 1935
 EJ0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0782
 EJ0782  HISTORY     - Date     Condition        Report By
 EJ0782  HISTORY     - 1935     MONUMENTED       CGS
 EJ0782  HISTORY     - 1939     GOOD             NGS
 EJ0782
 EJ0782                          STATION DESCRIPTION
 EJ0782
 EJ0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0782'1.4 MI W FROM LONSDALE.
 EJ0782'1.4 MILE WEST OF, ALONG M.P.R.R. FROM STATION.  TABLET SET
 EJ0782'HORIZONTALLY ON SOUTHWEST END OF SOUTHEAST HEADWALL OF 9 FT. BY 6 FT.
 EJ0782'CONCRETE CULVERT UNDER RAILROAD.  ABOUT 125 FT. SOUTHWEST OF RAILROAD
 EJ0782'SIGNAL STAND NO. 3840.  74.1 FT. SOUTH OF CENTERLINE OF RAILROAD
 EJ0782'CROSSING.  11.4 FT. SOUTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R.
 EJ0782'.9 FT. NORTHEAST OF SOUTHWEST END OF HEADWALL.  TABLET SET IN CONCRETE
 EJ0782'CULVERT.
 EJ0782
 EJ0782                          STATION RECOVERY (1939)
 EJ0782
 EJ0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EJ0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0709 ***********************************************************************
 EJ0709  DESIGNATION -  X 79
 EJ0709  PID         -  EJ0709
 EJ0709  STATE/COUNTY-  AR/SALINE
 EJ0709  USGS QUAD   -  TULL (1984)
 EJ0709
 EJ0709                         *CURRENT SURVEY CONTROL
 EJ0709  ___________________________________________________________________
 EJ0709* NAD 83(1986)-  34 29 52.     (N)    092 30 31.     (W)     SCALED    
 EJ0709* NAVD 88     -       106.931  (meters)     350.82   (feet)  ADJUSTED  
 EJ0709  ___________________________________________________________________
 EJ0709  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EJ0709  DYNAMIC HT  -         106.830 (meters)     350.49  (feet)  COMP
 EJ0709  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 EJ0709
 EJ0709  VERT ORDER  -  SECOND    CLASS 0
 EJ0709
 EJ0709.The horizontal coordinates were scaled from a topographic map and have
 EJ0709.an estimated accuracy of +/- 6 seconds.
 EJ0709
 EJ0709.The orthometric height was determined by differential leveling
 EJ0709.and adjusted by the National Geodetic Survey in June 1991..
 EJ0709
 EJ0709.The geoid height was determined by GEOID03.
 EJ0709
 EJ0709.The dynamic height is computed by dividing the NAVD 88
 EJ0709.geopotential number by the normal gravity value computed on the
 EJ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0709.degrees latitude (g = 980.6199 gals.).
 EJ0709
 EJ0709.The modeled gravity was interpolated from observed gravity values.
 EJ0709
 EJ0709;                    North         East    Units  Estimated Accuracy
 EJ0709;SPC AR S     -   603,210.      353,290.      MT  (+/- 180 meters Scaled)
 EJ0709
 EJ0709                          SUPERSEDED SURVEY CONTROL
 EJ0709
 EJ0709  NGVD 29 (??/??/92)  106.964  (m)          350.93   (f) ADJ UNCH    2 0
 EJ0709
 EJ0709.Superseded values are not recommended for survey control.
 EJ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0709.See file dsdata.txt to determine how the superseded data were derived.
 EJ0709
 EJ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU451174(NAD 83)
 EJ0709_MARKER: DB = BENCH MARK DISK
 EJ0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0709_STAMPING: X 79 1935
 EJ0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0709+STABILITY: SURFACE MOTION
 EJ0709
 EJ0709  HISTORY     - Date     Condition        Report By
 EJ0709  HISTORY     - 1935     MONUMENTED       CGS
 EJ0709  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0709
 EJ0709                          STATION DESCRIPTION
 EJ0709
 EJ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0709'7.1 MI SE FROM BENTON.
 EJ0709'7.1 MILES SOUTHEAST OF, ALONG MO. PAC. R.R. FROM STATION.  POST SET AT
 EJ0709'DETONTI SIDING.  ABOUT 175 FT. NORTH OF NORTH END OF RAILROAD WAITING
 EJ0709'ROOM.  73.7 FT. NORTH OF M.P. 375.  48.1 FT. EAST OF CENTERLINE OF MO.
 EJ0709'PAC. R.R. 3.2 FT. NORTHWEST OF SOUTHEAST CORNER OF FENCE. 2.6 FT. WEST
 EJ0709'OF FENCE PARALLELING RAILROAD.  2.4 FT. NORTH OF EAST-WEST FENCE.
 EJ0709'TABLET SET IN PRECAST CONCRETE POST.
 EJ0709
 EJ0709                          STATION RECOVERY (1973)
 EJ0709
 EJ0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EJ0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1212 ***********************************************************************
 FF1212  DESIGNATION -  X 8
 FF1212  PID         -  FF1212
 FF1212  STATE/COUNTY-  AR/WHITE
 FF1212  USGS QUAD   -  BRADFORD (1980)
 FF1212
 FF1212                         *CURRENT SURVEY CONTROL
 FF1212  ___________________________________________________________________
 FF1212* NAD 83(1986)-  35 27 21.     (N)    091 25 37.     (W)     SCALED    
 FF1212* NAVD 88     -        65.548  (meters)     215.05   (feet)  ADJUSTED  
 FF1212  ___________________________________________________________________
 FF1212  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF1212  DYNAMIC HT  -          65.492 (meters)     214.87  (feet)  COMP
 FF1212  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 FF1212
 FF1212  VERT ORDER  -  FIRST     CLASS II
 FF1212
 FF1212.The horizontal coordinates were scaled from a topographic map and have
 FF1212.an estimated accuracy of +/- 6 seconds.
 FF1212
 FF1212.The orthometric height was determined by differential leveling
 FF1212.and adjusted by the National Geodetic Survey in June 1991..
 FF1212
 FF1212.The geoid height was determined by GEOID03.
 FF1212
 FF1212.The dynamic height is computed by dividing the NAVD 88
 FF1212.geopotential number by the normal gravity value computed on the
 FF1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1212.degrees latitude (g = 980.6199 gals.).
 FF1212
 FF1212.The modeled gravity was interpolated from observed gravity values.
 FF1212
 FF1212;                    North         East    Units  Estimated Accuracy
 FF1212;SPC AR N     -   124,680.      452,020.      MT  (+/- 180 meters Scaled)
 FF1212
 FF1212                          SUPERSEDED SURVEY CONTROL
 FF1212
 FF1212  NGVD 29 (??/??/??)   65.494  (m)          214.87   (f) ADJUSTED    1 2
 FF1212
 FF1212.Superseded values are not recommended for survey control.
 FF1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1212.See file dsdata.txt to determine how the superseded data were derived.
 FF1212
 FF1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV427247(NAD 83)
 FF1212_MARKER: DB = BENCH MARK DISK
 FF1212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1212_SP_SET: CULVERT
 FF1212_STAMPING: X 8 1931
 FF1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1212
 FF1212  HISTORY     - Date     Condition        Report By
 FF1212  HISTORY     - 1931     MONUMENTED       CGS
 FF1212  HISTORY     - 1934     GOOD             CGS
 FF1212
 FF1212                          STATION DESCRIPTION
 FF1212
 FF1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1212'3 MI NE FROM BRADFORD.
 FF1212'IN JACKSON COUNTY, ABOUT 3 MILES NORTHEAST ALONG THE MISSOURI
 FF1212'PACIFIC RAILROAD FROM BRADFORD, WHITE COUNTY, AT POLE 275+13,
 FF1212'AND IN THE NORTH END OF THE EAST HEAD WALL OF A 5- BY 5-FOOT
 FF1212'CONCRETE CULVERT.  A STANDARD DISK, STAMPED X 8 1931.
 FF1212
 FF1212                          STATION RECOVERY (1934)
 FF1212
 FF1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FF1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0705 ***********************************************************************
 EJ0705  DESIGNATION -  X 80
 EJ0705  PID         -  EJ0705
 EJ0705  STATE/COUNTY-  AR/GRANT
 EJ0705  USGS QUAD   -  TRASKWOOD (1984)
 EJ0705
 EJ0705                         *CURRENT SURVEY CONTROL
 EJ0705  ___________________________________________________________________
 EJ0705* NAD 83(1986)-  34 24 05.     (N)    092 38 12.     (W)     SCALED    
 EJ0705* NAVD 88     -        74.263  (meters)     243.64   (feet)  ADJUSTED  
 EJ0705  ___________________________________________________________________
 EJ0705  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EJ0705  DYNAMIC HT  -          74.192 (meters)     243.41  (feet)  COMP
 EJ0705  MODELED GRAV-     979,682.1   (mgal)                       NAVD 88
 EJ0705
 EJ0705  VERT ORDER  -  SECOND    CLASS 0
 EJ0705
 EJ0705.The horizontal coordinates were scaled from a topographic map and have
 EJ0705.an estimated accuracy of +/- 6 seconds.
 EJ0705
 EJ0705.The orthometric height was determined by differential leveling
 EJ0705.and adjusted by the National Geodetic Survey in June 1991..
 EJ0705
 EJ0705.The geoid height was determined by GEOID03.
 EJ0705
 EJ0705.The dynamic height is computed by dividing the NAVD 88
 EJ0705.geopotential number by the normal gravity value computed on the
 EJ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0705.degrees latitude (g = 980.6199 gals.).
 EJ0705
 EJ0705.The modeled gravity was interpolated from observed gravity values.
 EJ0705
 EJ0705;                    North         East    Units  Estimated Accuracy
 EJ0705;SPC AR S     -   592,590.      341,460.      MT  (+/- 180 meters Scaled)
 EJ0705
 EJ0705                          SUPERSEDED SURVEY CONTROL
 EJ0705
 EJ0705  NGVD 29 (??/??/92)   74.28   (m)          243.7    (f) COMPUTED    2 0
 EJ0705
 EJ0705.Superseded values are not recommended for survey control.
 EJ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0705.See file dsdata.txt to determine how the superseded data were derived.
 EJ0705
 EJ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU333067(NAD 83)
 EJ0705_MARKER: DB = BENCH MARK DISK
 EJ0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0705_STAMPING: X-80 1935
 EJ0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0705+STABILITY: SURFACE MOTION
 EJ0705
 EJ0705  HISTORY     - Date     Condition        Report By
 EJ0705  HISTORY     - 1935     MONUMENTED       CGS
 EJ0705
 EJ0705                          STATION DESCRIPTION
 EJ0705
 EJ0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0705'5.4 MI N FROM POYEN.
 EJ0705'5.4 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION ABOUT .25 MILE
 EJ0705'SOUTH OF NYDIA SIDING.  81.4 FEET EAST OF TELEPHONE POLE 6+25. 48.7
 EJ0705'FEET EAST OF CENTER LINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. 3.9
 EJ0705'FEET SOUTHWEST OF 16-INCH OAK TREE.  1.6 FT. WEST OF FENCE PARALLELING
 EJ0705'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0177 ***********************************************************************
 DL0177  DESIGNATION -  X 81
 DL0177  PID         -  DL0177
 DL0177  STATE/COUNTY-  AR/CALHOUN
 DL0177  USGS QUAD   -  ARTESIAN (1981)
 DL0177
 DL0177                         *CURRENT SURVEY CONTROL
 DL0177  ___________________________________________________________________
 DL0177* NAD 83(1986)-  33 24 07.     (N)    092 28 08.     (W)     SCALED    
 DL0177* NAVD 88     -        32.214  (meters)     105.69   (feet)  ADJUSTED  
 DL0177  ___________________________________________________________________
 DL0177  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0177  DYNAMIC HT  -          32.180 (meters)     105.58  (feet)  COMP
 DL0177  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 DL0177
 DL0177  VERT ORDER  -  SECOND    CLASS 0
 DL0177
 DL0177.The horizontal coordinates were scaled from a topographic map and have
 DL0177.an estimated accuracy of +/- 6 seconds.
 DL0177
 DL0177.The orthometric height was determined by differential leveling
 DL0177.and adjusted by the National Geodetic Survey in June 1991..
 DL0177
 DL0177.The geoid height was determined by GEOID03.
 DL0177
 DL0177.The dynamic height is computed by dividing the NAVD 88
 DL0177.geopotential number by the normal gravity value computed on the
 DL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0177.degrees latitude (g = 980.6199 gals.).
 DL0177
 DL0177.The modeled gravity was interpolated from observed gravity values.
 DL0177
 DL0177;                    North         East    Units  Estimated Accuracy
 DL0177;SPC AR S     -   481,650.      356,380.      MT  (+/- 180 meters Scaled)
 DL0177
 DL0177                          SUPERSEDED SURVEY CONTROL
 DL0177
 DL0177  NGVD 29 (??/??/92)   32.261  (m)          105.84   (f) ADJ UNCH    2 0
 DL0177
 DL0177.Superseded values are not recommended for survey control.
 DL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0177.See file dsdata.txt to determine how the superseded data were derived.
 DL0177
 DL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS493959(NAD 83)
 DL0177_MARKER: DB = BENCH MARK DISK
 DL0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0177_STAMPING: X 81 1935
 DL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0177+STABILITY: SURFACE MOTION
 DL0177
 DL0177  HISTORY     - Date     Condition        Report By
 DL0177  HISTORY     - 1935     MONUMENTED       CGS
 DL0177  HISTORY     - 1964     GOOD             NGS
 DL0177  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0177  HISTORY     - 20050919 MARK NOT FOUND   ARHD
 DL0177
 DL0177                          STATION DESCRIPTION
 DL0177
 DL0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0177'7.0 MI NE FROM CALION.
 DL0177'IN CALHOUN COUNTY, 7.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND
 DL0177'AND PACIFIC RAILROAD FROM THE STATION AT CALION, UNION COUNTY, 200
 DL0177'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION AT ARTESIAN,
 DL0177'87.7 FEET SOUTHEAST OF POLE 81/26, 47 FEET EAST OF THE CENTER LINE OF
 DL0177'THE TRACK, 3.2 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE, 2.5
 DL0177'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 2.5 FEET NORTH OF AN
 DL0177'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED X 81 1935 AND SET IN
 DL0177'THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 180 FEET NORTHEAST OF
 DL0177'CROSSROADS, 47 FEET EAST OF CENTERLINE OF TRACK, OPPOSITE 5TH. POLE
 DL0177'NORTHEAST OF MILEPOST 82, 20 FEET NORTHWEST OF CENTERLINE OF A ROAD
 DL0177'AND 2.5 FEET NORTH OF A SQUARE POST.
 DL0177
 DL0177                          STATION RECOVERY (1964)
 DL0177
 DL0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0177'RECOVERED IN GOOD CONDITION.
 DL0177
 DL0177                          STATION RECOVERY (1977)
 DL0177
 DL0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0177'MARK NOT FOUND.
 DL0177
 DL0177                          STATION RECOVERY (2005)
 DL0177
 DL0177'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1416 ***********************************************************************
 DK1416  DESIGNATION -  X 82
 DK1416  PID         -  DK1416
 DK1416  STATE/COUNTY-  AR/DREW
 DK1416  USGS QUAD   -  COLLINS (1960)
 DK1416
 DK1416                         *CURRENT SURVEY CONTROL
 DK1416  ___________________________________________________________________
 DK1416* NAD 83(1986)-  33 32 00.     (N)    091 35 05.     (W)     SCALED    
 DK1416* NAVD 88     -        55.001  (meters)     180.45   (feet)  ADJUSTED  
 DK1416  ___________________________________________________________________
 DK1416  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DK1416  DYNAMIC HT  -          54.945 (meters)     180.27  (feet)  COMP
 DK1416  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 DK1416
 DK1416  VERT ORDER  -  SECOND    CLASS 0
 DK1416
 DK1416.The horizontal coordinates were scaled from a topographic map and have
 DK1416.an estimated accuracy of +/- 6 seconds.
 DK1416
 DK1416.The orthometric height was determined by differential leveling
 DK1416.and adjusted by the National Geodetic Survey in June 1991..
 DK1416
 DK1416.The geoid height was determined by GEOID03.
 DK1416
 DK1416.The dynamic height is computed by dividing the NAVD 88
 DK1416.geopotential number by the normal gravity value computed on the
 DK1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1416.degrees latitude (g = 980.6199 gals.).
 DK1416
 DK1416.The modeled gravity was interpolated from observed gravity values.
 DK1416
 DK1416;                    North         East    Units  Estimated Accuracy
 DK1416;SPC AR S     -   496,200.      438,570.      MT  (+/- 180 meters Scaled)
 DK1416
 DK1416                          SUPERSEDED SURVEY CONTROL
 DK1416
 DK1416  NGVD 29 (??/??/??)   55.110  (m)          180.81   (f) ADJUSTED    2 0
 DK1416
 DK1416.Superseded values are not recommended for survey control.
 DK1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1416.See file dsdata.txt to determine how the superseded data were derived.
 DK1416
 DK1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT314113(NAD 83)
 DK1416_MARKER: DB = BENCH MARK DISK
 DK1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1416_STAMPING: X 82 1935
 DK1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1416+STABILITY: SURFACE MOTION
 DK1416
 DK1416  HISTORY     - Date     Condition        Report By
 DK1416  HISTORY     - 1935     MONUMENTED       CGS
 DK1416  HISTORY     - 20060224 MARK NOT FOUND   ARHD
 DK1416
 DK1416                          STATION DESCRIPTION
 DK1416
 DK1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1416'1.1 MI W FROM COLLINS.
 DK1416'1.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1416'COLLINS, DREW COUNTY, 138 YARDS WEST OF MILEPOST 431+10, 88 YARDS WEST
 DK1416'OF THE COLLINE ONE MILE SIGNBOARD, AT THE INTERSECTION OF STATE
 DK1416'HIGHWAY 35, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 21.5 FEET
 DK1416'NORTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET SOUTH OF A POLE.  A
 DK1416'STANDARD DISK, STAMPED X 82 1935 AND SET IN THE TOP OF A CONCRETE
 DK1416'POST.
 DK1416
 DK1416                          STATION RECOVERY (2006)
 DK1416
 DK1416'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DK1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0072 ***********************************************************************
 DL0072  DESIGNATION -  X 83
 DL0072  PID         -  DL0072
 DL0072  STATE/COUNTY-  AR/BRADLEY
 DL0072  USGS QUAD   -  MC KINNEY (1985)
 DL0072
 DL0072                         *CURRENT SURVEY CONTROL
 DL0072  ___________________________________________________________________
 DL0072* NAD 83(1986)-  33 37 51.     (N)    092 11 40.     (W)     SCALED    
 DL0072* NAVD 88     -        63.711  (meters)     209.03   (feet)  ADJUSTED  
 DL0072  ___________________________________________________________________
 DL0072  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DL0072  DYNAMIC HT  -          63.645 (meters)     208.81  (feet)  COMP
 DL0072  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 DL0072
 DL0072  VERT ORDER  -  SECOND    CLASS 0
 DL0072
 DL0072.The horizontal coordinates were scaled from a topographic map and have
 DL0072.an estimated accuracy of +/- 6 seconds.
 DL0072
 DL0072.The orthometric height was determined by differential leveling
 DL0072.and adjusted by the National Geodetic Survey in June 1991..
 DL0072
 DL0072.The geoid height was determined by GEOID03.
 DL0072
 DL0072.The dynamic height is computed by dividing the NAVD 88
 DL0072.geopotential number by the normal gravity value computed on the
 DL0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0072.degrees latitude (g = 980.6199 gals.).
 DL0072
 DL0072.The modeled gravity was interpolated from observed gravity values.
 DL0072
 DL0072;                    North         East    Units  Estimated Accuracy
 DL0072;SPC AR S     -   506,960.      381,960.      MT  (+/- 180 meters Scaled)
 DL0072
 DL0072                          SUPERSEDED SURVEY CONTROL
 DL0072
 DL0072  NGVD 29 (??/??/92)   63.790  (m)          209.28   (f) ADJ UNCH    2 0
 DL0072
 DL0072.Superseded values are not recommended for survey control.
 DL0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0072.See file dsdata.txt to determine how the superseded data were derived.
 DL0072
 DL0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT747215(NAD 83)
 DL0072_MARKER: DB = BENCH MARK DISK
 DL0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0072_STAMPING: X 83 1935
 DL0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0072+STABILITY: SURFACE MOTION
 DL0072
 DL0072  HISTORY     - Date     Condition        Report By
 DL0072  HISTORY     - 1935     MONUMENTED       CGS
 DL0072
 DL0072                          STATION DESCRIPTION
 DL0072
 DL0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0072'7.6 MI W FROM WARREN.
 DL0072'7.6 MILES WEST ALONG THE WARREN AND OUACHITA VALLEY RAILWAY FROM THE
 DL0072'STATION AT WARREN, BRADLEY COUNTY, 0.2 MILE WEST OF THE CENTER OF A
 DL0072'DIRT-ROAD CROSSING, 66 YARDS WEST OF THE WEST END OF A CUT THROUGH A
 DL0072'HILL, 27.2 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET EAST
 DL0072'OF POLE 2380.  A STANDARD DISK, STAMPED X 83 1935 AND SET IN THE TOP
 DL0072'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0386 ***********************************************************************
 EJ0386  DESIGNATION -  X 84
 EJ0386  PID         -  EJ0386
 EJ0386  STATE/COUNTY-  AR/SALINE
 EJ0386  USGS QUAD   -  SPRING LAKE (1987)
 EJ0386
 EJ0386                         *CURRENT SURVEY CONTROL
 EJ0386  ___________________________________________________________________
 EJ0386* NAD 83(1986)-  34 32 52.     (N)    092 16 13.     (W)     SCALED    
 EJ0386* NAVD 88     -        81.796  (meters)     268.36   (feet)  ADJUSTED  
 EJ0386  ___________________________________________________________________
 EJ0386  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EJ0386  DYNAMIC HT  -          81.718 (meters)     268.10  (feet)  COMP
 EJ0386  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 EJ0386
 EJ0386  VERT ORDER  -  SECOND    CLASS 0
 EJ0386
 EJ0386.The horizontal coordinates were scaled from a topographic map and have
 EJ0386.an estimated accuracy of +/- 6 seconds.
 EJ0386
 EJ0386.The orthometric height was determined by differential leveling
 EJ0386.and adjusted by the National Geodetic Survey in June 1991..
 EJ0386
 EJ0386.The geoid height was determined by GEOID03.
 EJ0386
 EJ0386.The dynamic height is computed by dividing the NAVD 88
 EJ0386.geopotential number by the normal gravity value computed on the
 EJ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0386.degrees latitude (g = 980.6199 gals.).
 EJ0386
 EJ0386.The modeled gravity was interpolated from observed gravity values.
 EJ0386
 EJ0386;                    North         East    Units  Estimated Accuracy
 EJ0386;SPC AR S     -   608,680.      375,190.      MT  (+/- 180 meters Scaled)
 EJ0386
 EJ0386                          SUPERSEDED SURVEY CONTROL
 EJ0386
 EJ0386  NGVD 29 (??/??/92)   81.840  (m)          268.50   (f) ADJ UNCH    2 0
 EJ0386
 EJ0386.Superseded values are not recommended for survey control.
 EJ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0386.See file dsdata.txt to determine how the superseded data were derived.
 EJ0386
 EJ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU669231(NAD 83)
 EJ0386_MARKER: DB = BENCH MARK DISK
 EJ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0386_STAMPING: X 84 1935
 EJ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0386+STABILITY: SURFACE MOTION
 EJ0386
 EJ0386  HISTORY     - Date     Condition        Report By
 EJ0386  HISTORY     - 1935     MONUMENTED       CGS
 EJ0386  HISTORY     - 1987     GOOD             USPSQD
 EJ0386
 EJ0386                          STATION DESCRIPTION
 EJ0386
 EJ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0386'4.4 MI W FROM WOODSON.
 EJ0386'IN SALINE COUNTY, 4.4 MILES WEST ALONG A GRAVEL ROAD FROM THE MISSOURI
 EJ0386'PACIFIC RAILROAD STATION SIGN AT WOODSON, PULASKI COUNTY, 5.0 MILES
 EJ0386'EAST OF THE JUNCTION OF U. S. HIGHWAY 167, 70 FEET SOUTH OF POWER POLE
 EJ0386'12987, 45 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTH
 EJ0386'TO THE LAKESIDE COUNTRY CLUB, AND 1.4 FEET NORTH OF THE FENCE. A
 EJ0386'STANDARD DISK, STAMPED X 84 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0386'POST.
 EJ0386
 EJ0386                          STATION RECOVERY (1987)
 EJ0386
 EJ0386'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EJ0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0933 ***********************************************************************
 FG0933  DESIGNATION -  X 85
 FG0933  PID         -  FG0933
 FG0933  STATE/COUNTY-  AR/JOHNSON
 FG0933  USGS QUAD   -  TREAT (1980)
 FG0933
 FG0933                         *CURRENT SURVEY CONTROL
 FG0933  ___________________________________________________________________
 FG0933* NAD 83(1986)-  35 35 21.     (N)    093 14 58.     (W)     SCALED    
 FG0933* NAVD 88     -       654.180  (meters)    2146.26   (feet)  ADJUSTED  
 FG0933  ___________________________________________________________________
 FG0933  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FG0933  DYNAMIC HT  -         653.526 (meters)    2144.11  (feet)  COMP
 FG0933  MODELED GRAV-     979,611.1   (mgal)                       NAVD 88
 FG0933
 FG0933  VERT ORDER  -  SECOND    CLASS 0
 FG0933
 FG0933.The horizontal coordinates were scaled from a topographic map and have
 FG0933.an estimated accuracy of +/- 6 seconds.
 FG0933
 FG0933.The orthometric height was determined by differential leveling
 FG0933.and adjusted by the National Geodetic Survey in June 1991..
 FG0933
 FG0933.The geoid height was determined by GEOID03.
 FG0933
 FG0933.The dynamic height is computed by dividing the NAVD 88
 FG0933.geopotential number by the normal gravity value computed on the
 FG0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0933.degrees latitude (g = 980.6199 gals.).
 FG0933
 FG0933.The modeled gravity was interpolated from observed gravity values.
 FG0933
 FG0933;                    North         East    Units  Estimated Accuracy
 FG0933;SPC AR N     -   140,040.      286,770.      MT  (+/- 180 meters Scaled)
 FG0933
 FG0933                          SUPERSEDED SURVEY CONTROL
 FG0933
 FG0933  NGVD 29 (??/??/92)  654.111  (m)         2146.03   (f) ADJ UNCH    2 0
 FG0933
 FG0933.Superseded values are not recommended for survey control.
 FG0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0933.See file dsdata.txt to determine how the superseded data were derived.
 FG0933
 FG0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV774384(NAD 83)
 FG0933_MARKER: DB = BENCH MARK DISK
 FG0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0933_STAMPING: X-85 1935
 FG0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0933+STABILITY: SURFACE MOTION
 FG0933
 FG0933  HISTORY     - Date     Condition        Report By
 FG0933  HISTORY     - 1935     MONUMENTED       CGS
 FG0933
 FG0933                          STATION DESCRIPTION
 FG0933
 FG0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0933'IN PILOT KNOB.
 FG0933'ABOUT .3 MILE NORTH OF PILOT MT. TOWER.  96 FEET NORTH OF FORK OF ROAD
 FG0933'TO PILOT MT. TOWER.  74.3 FEET NORTH OF PILOT MT. TOWER SIGN BOARD.
 FG0933'58.8 FEET SOUTH-EAST OF OAK TREE 1.6 FT. IN DIAMETER AT BASE,
 FG0933'SUPPORTING TELEPHONE WIRE.  40 FEET EAST OF CENTERLINE OF PILOT MT.
 FG0933'ROAD.  6 FEET ABOVE LEVEL OF ROAD.  TABLET SET IN PRECAST CONCRETE
 FG0933'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1379 ***********************************************************************
 FF1379  DESIGNATION -  X 86
 FF1379  PID         -  FF1379
 FF1379  STATE/COUNTY-  AR/WHITE
 FF1379  USGS QUAD   -  KENSETT (1994)
 FF1379
 FF1379                         *CURRENT SURVEY CONTROL
 FF1379  ___________________________________________________________________
 FF1379* NAD 83(1986)-  35 09 15.     (N)    091 40 26.     (W)     SCALED    
 FF1379* NAVD 88     -        65.217  (meters)     213.97   (feet)  ADJUSTED  
 FF1379  ___________________________________________________________________
 FF1379  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1379  DYNAMIC HT  -          65.158 (meters)     213.77  (feet)  COMP
 FF1379  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 FF1379
 FF1379  VERT ORDER  -  FIRST     CLASS II
 FF1379
 FF1379.The horizontal coordinates were scaled from a topographic map and have
 FF1379.an estimated accuracy of +/- 6 seconds.
 FF1379
 FF1379.The orthometric height was determined by differential leveling
 FF1379.and adjusted by the National Geodetic Survey in June 1991..
 FF1379
 FF1379.The geoid height was determined by GEOID03.
 FF1379
 FF1379.The dynamic height is computed by dividing the NAVD 88
 FF1379.geopotential number by the normal gravity value computed on the
 FF1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1379.degrees latitude (g = 980.6199 gals.).
 FF1379
 FF1379.The modeled gravity was interpolated from observed gravity values.
 FF1379
 FF1379;                    North         East    Units  Estimated Accuracy
 FF1379;SPC AR N     -    91,110.      429,710.      MT  (+/- 180 meters Scaled)
 FF1379
 FF1379                          SUPERSEDED SURVEY CONTROL
 FF1379
 FF1379  NGVD 29 (??/??/??)   65.186  (m)          213.86   (f) ADJUSTED    1 2
 FF1379
 FF1379.Superseded values are not recommended for survey control.
 FF1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1379.See file dsdata.txt to determine how the superseded data were derived.
 FF1379
 FF1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU207909(NAD 83)
 FF1379_MARKER: DB = BENCH MARK DISK
 FF1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1379_STAMPING: X 86 1935
 FF1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1379+STABILITY: SURFACE MOTION
 FF1379
 FF1379  HISTORY     - Date     Condition        Report By
 FF1379  HISTORY     - 1935     MONUMENTED       CGS
 FF1379  HISTORY     - 1955     GOOD             CGS
 FF1379  HISTORY     - 20030630 MARK NOT FOUND   USACE
 FF1379
 FF1379                          STATION DESCRIPTION
 FF1379
 FF1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1379'2.7 MI NW FROM GRIFFITHVILLE.
 FF1379'2.7 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1379'RAILROAD FROM THE STATION AT GRIFFITHVILLE, AT A PRIVATE ROAD
 FF1379'CROSSING, 0.15 MILE SOUTHEAST OF MILEPOST 30, 142 FEET NORTH OF THE
 FF1379'STATION SIGN AT CONANT, 130 FEET NORTHWEST OF A POWER POLE, 47.3
 FF1379'FEET NORTHEAST OF THE NORTHEAST RAIL, 23 FEET NORTHWEST OF A
 FF1379'FENCE CORNER, 1.5 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHEAST
 FF1379'OF A WITNESS POST, 1.0 MILE SOUTHEAST OF BENCH MARK W 86, SET
 FF1379'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FF1379'GROUND, 34.5 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD.
 FF1379
 FF1379                          STATION RECOVERY (2003)
 FF1379
 FF1379'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0245 ***********************************************************************
 EK0245  DESIGNATION -  X 87
 EK0245  PID         -  EK0245
 EK0245  STATE/COUNTY-  AR/SEVIER
 EK0245  USGS QUAD   -  GENEVA (1966)
 EK0245
 EK0245                         *CURRENT SURVEY CONTROL
 EK0245  ___________________________________________________________________
 EK0245* NAD 83(1986)-  34 07 07.     (N)    094 09 58.     (W)     SCALED    
 EK0245* NAVD 88     -       195.226  (meters)     640.50   (feet)  ADJUSTED  
 EK0245  ___________________________________________________________________
 EK0245  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EK0245  DYNAMIC HT  -         195.026 (meters)     639.85  (feet)  COMP
 EK0245  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 EK0245
 EK0245  VERT ORDER  -  SECOND    CLASS 0
 EK0245
 EK0245.The horizontal coordinates were scaled from a topographic map and have
 EK0245.an estimated accuracy of +/- 6 seconds.
 EK0245
 EK0245.The orthometric height was determined by differential leveling
 EK0245.and adjusted by the National Geodetic Survey in June 1991..
 EK0245
 EK0245.The geoid height was determined by GEOID03.
 EK0245
 EK0245.The dynamic height is computed by dividing the NAVD 88
 EK0245.geopotential number by the normal gravity value computed on the
 EK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0245.degrees latitude (g = 980.6199 gals.).
 EK0245
 EK0245.The modeled gravity was interpolated from observed gravity values.
 EK0245
 EK0245;                    North         East    Units  Estimated Accuracy
 EK0245;SPC AR S     -   563,150.      200,190.      MT  (+/- 180 meters Scaled)
 EK0245
 EK0245                          SUPERSEDED SURVEY CONTROL
 EK0245
 EK0245  NGVD 29 (??/??/92)  195.208  (m)          640.44   (f) ADJ UNCH    2 0
 EK0245
 EK0245.Superseded values are not recommended for survey control.
 EK0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0245.See file dsdata.txt to determine how the superseded data were derived.
 EK0245
 EK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT924759(NAD 83)
 EK0245_MARKER: DB = BENCH MARK DISK
 EK0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0245_STAMPING: X-87 1935
 EK0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0245+STABILITY: SURFACE MOTION
 EK0245
 EK0245  HISTORY     - Date     Condition        Report By
 EK0245  HISTORY     - 1935     MONUMENTED       CGS
 EK0245  HISTORY     - 1961     GOOD             NGS
 EK0245
 EK0245                          STATION DESCRIPTION
 EK0245
 EK0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0245'12.5 MI SE FROM GILLHAM.
 EK0245'12.5 MILES SOUTHEAST OF, ALONG GILLHAM ROAD, FROM KANS. CITY SO.
 EK0245'RY. STATION, 2.7 MILES SOUTH OF SARDIS SCHOOL, JUNCTION OF U.S.
 EK0245'HWY. 70 AND LEEPER ROAD, ABOUT 1.5 MILE SOUTH OF JUNCTION OF
 EK0245'HALE CREEK ROAD, ABOUT 190 FEET NORTH OF DRAIN DITCH AT WEST SIDE
 EK0245'OF ROAD, ABOUT 165 FEET SOUTH OF SOUTH END OF A CURVE, 42 FEET
 EK0245'EAST OF HEAD OF GULCH AT WEST SIDE OF ROAD AND AT CURVE, 27.5 FEET
 EK0245'NORTH OF A BLAZED PINE TREE 1.4 FT. IN DIAMETER, 24.5 FEET EAST OF
 EK0245'ROAD CENTERLINE, TABLET SET IN PRECAST CONCRETE POST.
 EK0245
 EK0245                          STATION RECOVERY (1961)
 EK0245
 EK0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0231 ***********************************************************************
 EK0231  DESIGNATION -  X 89
 EK0231  PID         -  EK0231
 EK0231  STATE/COUNTY-  AR/HOWARD
 EK0231  USGS QUAD   -  DIERKS DAM (1966)
 EK0231
 EK0231                         *CURRENT SURVEY CONTROL
 EK0231  ___________________________________________________________________
 EK0231* NAD 83(1986)-  34 14 13.     (N)    094 04 09.     (W)     SCALED    
 EK0231* NAVD 88     -       231.504  (meters)     759.53   (feet)  ADJUSTED  
 EK0231  ___________________________________________________________________
 EK0231  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 EK0231  DYNAMIC HT  -         231.267 (meters)     758.75  (feet)  COMP
 EK0231  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 EK0231
 EK0231  VERT ORDER  -  SECOND    CLASS 0
 EK0231
 EK0231.The horizontal coordinates were scaled from a topographic map and have
 EK0231.an estimated accuracy of +/- 6 seconds.
 EK0231
 EK0231.The orthometric height was determined by differential leveling
 EK0231.and adjusted by the National Geodetic Survey in June 1991..
 EK0231
 EK0231.The geoid height was determined by GEOID03.
 EK0231
 EK0231.The dynamic height is computed by dividing the NAVD 88
 EK0231.geopotential number by the normal gravity value computed on the
 EK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0231.degrees latitude (g = 980.6199 gals.).
 EK0231
 EK0231.The modeled gravity was interpolated from observed gravity values.
 EK0231
 EK0231;                    North         East    Units  Estimated Accuracy
 EK0231;SPC AR S     -   576,090.      209,400.      MT  (+/- 180 meters Scaled)
 EK0231
 EK0231                          SUPERSEDED SURVEY CONTROL
 EK0231
 EK0231  NGVD 29 (??/??/92)  231.462  (m)          759.39   (f) ADJ UNCH    2 0
 EK0231
 EK0231.Superseded values are not recommended for survey control.
 EK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0231.See file dsdata.txt to determine how the superseded data were derived.
 EK0231
 EK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT015889(NAD 83)
 EK0231_MARKER: DB = BENCH MARK DISK
 EK0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0231_STAMPING: X-89 1935
 EK0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0231+STABILITY: SURFACE MOTION
 EK0231
 EK0231  HISTORY     - Date     Condition        Report By
 EK0231  HISTORY     - 1935     MONUMENTED       CGS
 EK0231  HISTORY     - 1961     GOOD             NGS
 EK0231
 EK0231                          STATION DESCRIPTION
 EK0231
 EK0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0231'IN BURG.
 EK0231'IN THE TOWN OF, ALONG THE BURG-GILLHAM ROAD, ABOUT 210 FEET
 EK0231'NORTH OF THE JUNCTION OF THE NEW UMPIRE ROAD, 40 FEET WEST OF THE
 EK0231'ROAD CENTERLINE, 29.5 FEET EAST OF THE NORTHEAST CORNER OF A
 EK0231'BARN AT THE WEST SIDE OF ROAD, 21 FEET EAST OF A FENCE CORNER,
 EK0231'1 FT. SOUTH OF THE PROPERTY-LINE FENCE.  TABLET SET IN TOP OF
 EK0231'PRECAST CONCRETE POST.
 EK0231
 EK0231                          STATION RECOVERY (1961)
 EK0231
 EK0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1459 ***********************************************************************
 FF1459  DESIGNATION -  X 9
 FF1459  PID         -  FF1459
 FF1459  STATE/COUNTY-  AR/WHITE
 FF1459  USGS QUAD   -  MC RAE (1992)
 FF1459
 FF1459                         *CURRENT SURVEY CONTROL
 FF1459  ___________________________________________________________________
 FF1459* NAD 83(1986)-  35 05 38.     (N)    091 50 49.     (W)     SCALED    
 FF1459* NAVD 88     -        69.406  (meters)     227.71   (feet)  ADJUSTED  
 FF1459  ___________________________________________________________________
 FF1459  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1459  DYNAMIC HT  -          69.342 (meters)     227.50  (feet)  COMP
 FF1459  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 FF1459
 FF1459  VERT ORDER  -  FIRST     CLASS II
 FF1459
 FF1459.The horizontal coordinates were scaled from a topographic map and have
 FF1459.an estimated accuracy of +/- 6 seconds.
 FF1459
 FF1459.The orthometric height was determined by differential leveling
 FF1459.and adjusted by the National Geodetic Survey in June 1991..
 FF1459
 FF1459.The geoid height was determined by GEOID03.
 FF1459
 FF1459.The dynamic height is computed by dividing the NAVD 88
 FF1459.geopotential number by the normal gravity value computed on the
 FF1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1459.degrees latitude (g = 980.6199 gals.).
 FF1459
 FF1459.The modeled gravity was interpolated from observed gravity values.
 FF1459
 FF1459;                    North         East    Units  Estimated Accuracy
 FF1459;SPC AR N     -    84,390.      413,960.      MT  (+/- 180 meters Scaled)
 FF1459
 FF1459                          SUPERSEDED SURVEY CONTROL
 FF1459
 FF1459  NGVD 29 (??/??/??)   69.386  (m)          227.64   (f) ADJUSTED    1 2
 FF1459
 FF1459.Superseded values are not recommended for survey control.
 FF1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1459.See file dsdata.txt to determine how the superseded data were derived.
 FF1459
 FF1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU051840(NAD 83)
 FF1459_MARKER: DB = BENCH MARK DISK
 FF1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1459_STAMPING: X 9 1931 227.644
 FF1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1459+STABILITY: SURFACE MOTION
 FF1459
 FF1459  HISTORY     - Date     Condition        Report By
 FF1459  HISTORY     - 1931     MONUMENTED       CGS
 FF1459  HISTORY     - 1955     GOOD             CGS
 FF1459  HISTORY     - 1962     GOOD             CGS
 FF1459  HISTORY     - 20030701 MARK NOT FOUND   USACE
 FF1459
 FF1459                          STATION DESCRIPTION
 FF1459
 FF1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1459'2 MI SW FROM MC RAE.
 FF1459'2.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1459'STATION AT MC RAE, WHITE COUNTY, 2.5 MILES NORTHEAST OF BEEBE, 4
 FF1459'POLES SOUTHWEST OF A ROAD CROSSING, 13 FEET EAST OF POLE 310/10,
 FF1459'36 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK, 1.5
 FF1459'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF
 FF1459'A CONCRETE POST.
 FF1459
 FF1459                          STATION RECOVERY (1962)
 FF1459
 FF1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FF1459'RECOVERED IN GOOD CONDITION.
 FF1459
 FF1459                          STATION RECOVERY (2003)
 FF1459
 FF1459'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0891 ***********************************************************************
 DK0891  DESIGNATION -  X 90
 DK0891  PID         -  DK0891
 DK0891  STATE/COUNTY-  AR/DESHA
 DK0891  USGS QUAD   -  DUMAS (1969)
 DK0891
 DK0891                         *CURRENT SURVEY CONTROL
 DK0891  ___________________________________________________________________
 DK0891* NAD 83(1986)-  33 58 46.     (N)    091 22 41.     (W)     SCALED    
 DK0891* NAVD 88     -        52.010  (meters)     170.64   (feet)  ADJUSTED  
 DK0891  ___________________________________________________________________
 DK0891  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK0891  DYNAMIC HT  -          51.959 (meters)     170.47  (feet)  COMP
 DK0891  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 DK0891
 DK0891  VERT ORDER  -  SECOND    CLASS 0
 DK0891
 DK0891.The horizontal coordinates were scaled from a topographic map and have
 DK0891.an estimated accuracy of +/- 6 seconds.
 DK0891
 DK0891.The orthometric height was determined by differential leveling
 DK0891.and adjusted by the National Geodetic Survey in June 1991..
 DK0891
 DK0891.The geoid height was determined by GEOID03.
 DK0891
 DK0891.The dynamic height is computed by dividing the NAVD 88
 DK0891.geopotential number by the normal gravity value computed on the
 DK0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0891.degrees latitude (g = 980.6199 gals.).
 DK0891
 DK0891.The modeled gravity was interpolated from observed gravity values.
 DK0891
 DK0891;                    North         East    Units  Estimated Accuracy
 DK0891;SPC AR S     -   545,780.      457,470.      MT  (+/- 180 meters Scaled)
 DK0891
 DK0891                          SUPERSEDED SURVEY CONTROL
 DK0891
 DK0891  NGVD 29 (??/??/??)   52.152  (m)          171.10   (f) ADJUSTED    2 0
 DK0891
 DK0891.Superseded values are not recommended for survey control.
 DK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0891.See file dsdata.txt to determine how the superseded data were derived.
 DK0891
 DK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT498610(NAD 83)
 DK0891_MARKER: DB = BENCH MARK DISK
 DK0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0891_STAMPING: X-90 1935
 DK0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0891+STABILITY: SURFACE MOTION
 DK0891
 DK0891  HISTORY     - Date     Condition        Report By
 DK0891  HISTORY     - 1935     MONUMENTED       CGS
 DK0891  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0891
 DK0891                          STATION DESCRIPTION
 DK0891
 DK0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0891'13.1 MI NE FROM DUMAS.
 DK0891'13.1 MILES NORTHEAST OF, ALONG ST. HWY. NO. 1, FROM M.P.R.R. STATION
 DK0891'ABOUT 380 FEET EAST OF THE FERRYMANS HOUSE.  148 FEET WEST OF A LARGE
 DK0891'COTTONWOOD TREE 4 FT. IN DIAMETER AT BASE.  THE ONLY TREE NEAR CROSS
 DK0891'FERRY LANDING.  60 FEET SOUTH OF THE CROSS FERRY LANDING.  6 FEET
 DK0891'SOUTH OF THE TOP OF THE CONCRETE REVETMENT.  TABLET SET IN PRECAST
 DK0891'CONCRETE POST SET ON THE SOUTH BANK OF THE ARKANSAS RIVER AT CROSS
 DK0891'FERRY LANDING.
 DK0891
 DK0891                          STATION RECOVERY (1955)
 DK0891
 DK0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0154 ***********************************************************************
 DL0154  DESIGNATION -  X 91
 DL0154  PID         -  DL0154
 DL0154  STATE/COUNTY-  AR/BRADLEY
 DL0154  USGS QUAD   -  HERMITAGE (1985)
 DL0154
 DL0154                         *CURRENT SURVEY CONTROL
 DL0154  ___________________________________________________________________
 DL0154* NAD 83(1986)-  33 29 01.     (N)    092 11 38.     (W)     SCALED    
 DL0154* NAVD 88     -        42.062  (meters)     138.00   (feet)  ADJUSTED  
 DL0154  ___________________________________________________________________
 DL0154  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DL0154  DYNAMIC HT  -          42.018 (meters)     137.85  (feet)  COMP
 DL0154  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 DL0154
 DL0154  VERT ORDER  -  SECOND    CLASS 0
 DL0154
 DL0154.The horizontal coordinates were scaled from a topographic map and have
 DL0154.an estimated accuracy of +/- 6 seconds.
 DL0154
 DL0154.The orthometric height was determined by differential leveling
 DL0154.and adjusted by the National Geodetic Survey in June 1991..
 DL0154
 DL0154.The geoid height was determined by GEOID03.
 DL0154
 DL0154.The dynamic height is computed by dividing the NAVD 88
 DL0154.geopotential number by the normal gravity value computed on the
 DL0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0154.degrees latitude (g = 980.6199 gals.).
 DL0154
 DL0154.The modeled gravity was interpolated from observed gravity values.
 DL0154
 DL0154;                    North         East    Units  Estimated Accuracy
 DL0154;SPC AR S     -   490,630.      381,980.      MT  (+/- 180 meters Scaled)
 DL0154
 DL0154                          SUPERSEDED SURVEY CONTROL
 DL0154
 DL0154  NGVD 29 (??/??/92)   42.136  (m)          138.24   (f) ADJ UNCH    2 0
 DL0154
 DL0154.Superseded values are not recommended for survey control.
 DL0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0154.See file dsdata.txt to determine how the superseded data were derived.
 DL0154
 DL0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT748051(NAD 83)
 DL0154_MARKER: DB = BENCH MARK DISK
 DL0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0154_STAMPING: X 91 1935
 DL0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0154+STABILITY: SURFACE MOTION
 DL0154
 DL0154  HISTORY     - Date     Condition        Report By
 DL0154  HISTORY     - 1935     MONUMENTED       CGS
 DL0154  HISTORY     - 1964     GOOD             NGS
 DL0154
 DL0154                          STATION DESCRIPTION
 DL0154
 DL0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0154'2.8 MI N FROM HERMITAGE.
 DL0154'2.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DL0154'FROM THE STATION AT HERMITAGE, BRADLEY COUNTY, AT MILEAGE 13.7, 266
 DL0154'YARDS SOUTHEAST OF THE SOUTHEAST END OF BRIDGE 130, 52.3 FEET WEST OF
 DL0154'THE CENTER OF THE INTERSECTION OF A PRIVATE ROAD, 42.7 FEET SOUTHWEST
 DL0154'OF THE CENTERLINE OF THE TRACK, AND 5 FEET SOUTHWEST OF POLE 13+15. A
 DL0154'STANDARD DISK, STAMPED X 91 1935 AND SET IN THE TOP OF A CONCRETE
 DL0154'POST.  NOTE-- ABOUT 1.4 MILES SOUTHEAST OF A PUBLIC ROAD CROSSING,
 DL0154'ABOUT 0.15 MILE SOUTHEAST OF BRIDGE NO. 131, 52.3 FEET WEST OF THE
 DL0154'CENTER OF THE INTERSECTION OF A PRIVATE ROAD CROSSING AND 42.7 FEET
 DL0154'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  THE TOP OF THE POST IS
 DL0154'CHIPPED BUT THE DISK IS SOLID.
 DL0154
 DL0154                          STATION RECOVERY (1964)
 DL0154
 DL0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1393 ***********************************************************************
 FG1393  DESIGNATION -  X 92
 FG1393  PID         -  FG1393
 FG1393  STATE/COUNTY-  AR/FRANKLIN
 FG1393  USGS QUAD   -  CASS (1973)
 FG1393
 FG1393                         *CURRENT SURVEY CONTROL
 FG1393  ___________________________________________________________________
 FG1393* NAD 83(1986)-  35 41 30.     (N)    093 49 00.     (W)     SCALED    
 FG1393* NAVD 88     -       226.633  (meters)     743.55   (feet)  ADJUSTED  
 FG1393  ___________________________________________________________________
 FG1393  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FG1393  DYNAMIC HT  -         226.423 (meters)     742.86  (feet)  COMP
 FG1393  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 FG1393
 FG1393  VERT ORDER  -  SECOND    CLASS 0
 FG1393
 FG1393.The horizontal coordinates were scaled from a topographic map and have
 FG1393.an estimated accuracy of +/- 6 seconds.
 FG1393
 FG1393.The orthometric height was determined by differential leveling
 FG1393.and adjusted by the National Geodetic Survey in June 1991..
 FG1393
 FG1393.The geoid height was determined by GEOID03.
 FG1393
 FG1393.The dynamic height is computed by dividing the NAVD 88
 FG1393.geopotential number by the normal gravity value computed on the
 FG1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1393.degrees latitude (g = 980.6199 gals.).
 FG1393
 FG1393.The modeled gravity was interpolated from observed gravity values.
 FG1393
 FG1393;                    North         East    Units  Estimated Accuracy
 FG1393;SPC AR N     -   152,210.      235,590.      MT  (+/- 180 meters Scaled)
 FG1393
 FG1393                          SUPERSEDED SURVEY CONTROL
 FG1393
 FG1393  NGVD 29 (??/??/92)  226.542  (m)          743.25   (f) ADJ UNCH    2 0
 FG1393
 FG1393.Superseded values are not recommended for survey control.
 FG1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1393.See file dsdata.txt to determine how the superseded data were derived.
 FG1393
 FG1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV261500(NAD 83)
 FG1393_MARKER: DB = BENCH MARK DISK
 FG1393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1393_SP_SET: BRIDGE
 FG1393_STAMPING: X 92 1935
 FG1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1393+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 FG1393
 FG1393  HISTORY     - Date     Condition        Report By
 FG1393  HISTORY     - 1935     MONUMENTED       CGS
 FG1393  HISTORY     - 1959     GOOD             NGS
 FG1393  HISTORY     - 20041116 GOOD             ARHD
 FG1393  HISTORY     - 20050117 GOOD             GEOCAC
 FG1393
 FG1393                          STATION DESCRIPTION
 FG1393
 FG1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1393'12.6 MI S FROM ST PAUL.
 FG1393'12.6 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE ST. LOUIS-SAN
 FG1393'FRANCISCO RAILWAY STATION AT ST. PAUL, MADISON COUNTY, AT CASS,
 FG1393'FRANKLIN COUNTY, 180 FEET SOUTHWEST OF THE JUNCTION OF THE TAFT ROAD,
 FG1393'33 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF ROAD LEADING WEST,
 FG1393'10 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE
 FG1393'NORTHEAST CONCRETE BRIDGE ABUTMENT, AND 2.5 FEET SOUTHEAST OF THE
 FG1393'NORTHWEST END.  A STANDARD DISK, STAMPED X 92 1935.  NOTE-- THE BRIDGE
 FG1393'IS ABOUT 0.2 MILE SOUTHWEST OF THE INTERSECTION WITH THE TAFT ROAD.
 FG1393'THE BRIDGE IS JUST NORTH OF A SAWMILL AT CASS.
 FG1393
 FG1393                          STATION RECOVERY (2004)
 FG1393
 FG1393'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 FG1393'RECOVERED IN GOOD CONDITION.
 FG1393
 FG1393                          STATION RECOVERY (2005)
 FG1393
 FG1393'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 FG1393'WITNESS POST DAMAGED BUT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0089 ***********************************************************************
 FH0089  DESIGNATION -  X 93
 FH0089  PID         -  FH0089
 FH0089  STATE/COUNTY-  AR/CRAWFORD
 FH0089  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH0089
 FH0089                         *CURRENT SURVEY CONTROL
 FH0089  ___________________________________________________________________
 FH0089* NAD 83(1986)-  35 33 41.     (N)    094 13 45.     (W)     SCALED    
 FH0089* NAVD 88     -       261.380  (meters)     857.54   (feet)  ADJUSTED  
 FH0089  ___________________________________________________________________
 FH0089  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FH0089  DYNAMIC HT  -         261.138 (meters)     856.75  (feet)  COMP
 FH0089  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 FH0089
 FH0089  VERT ORDER  -  FIRST     CLASS II
 FH0089
 FH0089.The horizontal coordinates were scaled from a topographic map and have
 FH0089.an estimated accuracy of +/- 6 seconds.
 FH0089
 FH0089.The orthometric height was determined by differential leveling
 FH0089.and adjusted by the National Geodetic Survey in June 1991..
 FH0089.WARNING-Repeat measurements at this control monument indicate possible
 FH0089.vertical movement.
 FH0089
 FH0089.The geoid height was determined by GEOID03.
 FH0089
 FH0089.The dynamic height is computed by dividing the NAVD 88
 FH0089.geopotential number by the normal gravity value computed on the
 FH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0089.degrees latitude (g = 980.6199 gals.).
 FH0089
 FH0089.The modeled gravity was interpolated from observed gravity values.
 FH0089
 FH0089;                    North         East    Units  Estimated Accuracy
 FH0089;SPC AR N     -   138,530.      197,930.      MT  (+/- 180 meters Scaled)
 FH0089
 FH0089                          SUPERSEDED SURVEY CONTROL
 FH0089
 FH0089  NGVD 29 (??/??/92)  261.272  (m)          857.19   (f) ADJ UNCH    1 2
 FH0089
 FH0089.Superseded values are not recommended for survey control.
 FH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0089.See file dsdata.txt to determine how the superseded data were derived.
 FH0089
 FH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV886359(NAD 83)
 FH0089_MARKER: DB = BENCH MARK DISK
 FH0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0089_SP_SET: CONCRETE POST
 FH0089_STAMPING: X 93 1935
 FH0089_MARK LOGO: CGS   
 FH0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0089+STABILITY: SURFACE MOTION
 FH0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0089+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2002
 FH0089
 FH0089  HISTORY     - Date     Condition        Report By
 FH0089  HISTORY     - 1935     MONUMENTED       CGS
 FH0089  HISTORY     - 1959     GOOD             NGS
 FH0089  HISTORY     - 19891107 GOOD             NGS
 FH0089  HISTORY     - 20021226 GOOD             ARHD
 FH0089
 FH0089                          STATION DESCRIPTION
 FH0089
 FH0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0089'1.8 MI SE FROM LANCASTER.
 FH0089'1.8 MILES SOUTHEAST ALONG THE LANCASTER-DEAN SPRINGS ROAD FROM
 FH0089'THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT LANCASTER, CRAWFORD
 FH0089'COUNTY, 0.1 MILE SOUTH OF A ROAD JUNCTION, 130 FEET NORTH OF THE
 FH0089'NORTHEAST CORNER OF THE UTE BETTERSON STONE FARMHOUSE, 22 FEET
 FH0089'WEST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTHWEST OF A
 FH0089'NORTHEAST FENCE CORNER, 2 FEET SOUTH OF A FENCE, AND 6 FEET
 FH0089'SOUTHWEST OF A 12-INCH HICKORY TREE.  A STANDARD DISK, STAMPED
 FH0089'X 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FH0089
 FH0089                          STATION RECOVERY (1989)
 FH0089
 FH0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0089'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.0 KM
 FH0089'(4.95 MI) NORTHEASTERLY ALONG THE STATE HIGHWAY 282 FROM THE JUNCTION
 FH0089'OF THE ARKANSAS AND MISSOURI RAILROAD IN RUDY, THENCE 0.9 KM (0.55
 FH0089'MI) WESTERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.10 MI) SOUTHERLY
 FH0089'ALONG A GRAVELED ROAD, 12.0 M (39.4 FT) SOUTH OF THE CENTER OF A
 FH0089'DRIVEWAY LEADING WEST TO THE SANDERS RESIDENCE, 6.6 M (21.7 FT) WEST
 FH0089'OF THE CENTER OF THE ROAD, 0.9 M (3.0 FT) WEST-SOUTHWEST OF A FENCE
 FH0089'CORNER, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND IN A
 FH0089'CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 FH0089'SURFACE.
 FH0089
 FH0089                          STATION RECOVERY (2002)
 FH0089
 FH0089'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2002 (DKC)
 FH0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1430 ***********************************************************************
 FG1430  DESIGNATION -  X 94
 FG1430  PID         -  FG1430
 FG1430  STATE/COUNTY-  AR/FRANKLIN
 FG1430  USGS QUAD   -  CASS (1973)
 FG1430
 FG1430                         *CURRENT SURVEY CONTROL
 FG1430  ___________________________________________________________________
 FG1430* NAD 83(1986)-  35 41 28.     (N)    093 47 33.     (W)     SCALED    
 FG1430* NAVD 88     -       228.390  (meters)     749.31   (feet)  ADJUSTED  
 FG1430  ___________________________________________________________________
 FG1430  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FG1430  DYNAMIC HT  -         228.176 (meters)     748.61  (feet)  COMP
 FG1430  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FG1430
 FG1430  VERT ORDER  -  SECOND    CLASS 0
 FG1430
 FG1430.The horizontal coordinates were scaled from a topographic map and have
 FG1430.an estimated accuracy of +/- 6 seconds.
 FG1430
 FG1430.The orthometric height was determined by differential leveling
 FG1430.and adjusted by the National Geodetic Survey in June 1991..
 FG1430
 FG1430.The geoid height was determined by GEOID03.
 FG1430
 FG1430.The dynamic height is computed by dividing the NAVD 88
 FG1430.geopotential number by the normal gravity value computed on the
 FG1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1430.degrees latitude (g = 980.6199 gals.).
 FG1430
 FG1430.The modeled gravity was interpolated from observed gravity values.
 FG1430
 FG1430;                    North         East    Units  Estimated Accuracy
 FG1430;SPC AR N     -   152,110.      237,770.      MT  (+/- 180 meters Scaled)
 FG1430
 FG1430                          SUPERSEDED SURVEY CONTROL
 FG1430
 FG1430  NGVD 29 (??/??/92)  228.301  (m)          749.02   (f) ADJ UNCH    2 0
 FG1430
 FG1430.Superseded values are not recommended for survey control.
 FG1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1430.See file dsdata.txt to determine how the superseded data were derived.
 FG1430
 FG1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV282499(NAD 83)
 FG1430_MARKER: DB = BENCH MARK DISK
 FG1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1430_STAMPING: X 94 1935
 FG1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1430+STABILITY: SURFACE MOTION
 FG1430
 FG1430  HISTORY     - Date     Condition        Report By
 FG1430  HISTORY     - 1935     MONUMENTED       CGS
 FG1430  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1430
 FG1430                          STATION DESCRIPTION
 FG1430
 FG1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1430'1.8 MI E FROM CASS.
 FG1430'1.8 MILES EAST ALONG THE CASS-TAFT ROAD FROM THE BRIDGE OVER FANES
 FG1430'CREEK AT CASS, FRANKLIN COUNTY, 200 FEET WEST OF A CLIFF, 145 FEET
 FG1430'WEST OF THE WEST SIDE OF A FORD, AT A RIGHT-ANGLE CURVE IN THE ROAD,
 FG1430'45 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 FG1430'NORTH, 21 FEET NORTH OF THE CENTERLINE OF THE TAFT ROAD, AND 3 FEET
 FG1430'NORTH OF A 10-INCH OAK TREE.  A STANDARD DISK, STRAMPED X 94 1935 AND
 FG1430'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0083 ***********************************************************************
 FH0083  DESIGNATION -  X 95
 FH0083  PID         -  FH0083
 FH0083  STATE/COUNTY-  AR/CRAWFORD
 FH0083  USGS QUAD   -  FERN (1983)
 FH0083
 FH0083                         *CURRENT SURVEY CONTROL
 FH0083  ___________________________________________________________________
 FH0083* NAD 83(1986)-  35 39 43.     (N)    094 04 26.     (W)     SCALED    
 FH0083* NAVD 88     -       483.254  (meters)    1585.48   (feet)  ADJUSTED  
 FH0083  ___________________________________________________________________
 FH0083  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FH0083  DYNAMIC HT  -         482.793 (meters)    1583.96  (feet)  COMP
 FH0083  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 FH0083
 FH0083  VERT ORDER  -  SECOND    CLASS 0
 FH0083
 FH0083.The horizontal coordinates were scaled from a topographic map and have
 FH0083.an estimated accuracy of +/- 6 seconds.
 FH0083
 FH0083.The orthometric height was determined by differential leveling
 FH0083.and adjusted by the National Geodetic Survey in June 1991..
 FH0083
 FH0083.The geoid height was determined by GEOID03.
 FH0083
 FH0083.The dynamic height is computed by dividing the NAVD 88
 FH0083.geopotential number by the normal gravity value computed on the
 FH0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0083.degrees latitude (g = 980.6199 gals.).
 FH0083
 FH0083.The modeled gravity was interpolated from observed gravity values.
 FH0083
 FH0083;                    North         East    Units  Estimated Accuracy
 FH0083;SPC AR N     -   149,380.      212,240.      MT  (+/- 180 meters Scaled)
 FH0083
 FH0083                          SUPERSEDED SURVEY CONTROL
 FH0083
 FH0083  NGVD 29 (??/??/92)  483.148  (m)         1585.13   (f) ADJ UNCH    2 0
 FH0083
 FH0083.Superseded values are not recommended for survey control.
 FH0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0083.See file dsdata.txt to determine how the superseded data were derived.
 FH0083
 FH0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV028469(NAD 83)
 FH0083_MARKER: DB = BENCH MARK DISK
 FH0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0083_STAMPING: X 95 1935
 FH0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0083+STABILITY: SURFACE MOTION
 FH0083
 FH0083  HISTORY     - Date     Condition        Report By
 FH0083  HISTORY     - 1935     MONUMENTED       CGS
 FH0083  HISTORY     - 1959     GOOD             NGS
 FH0083
 FH0083                          STATION DESCRIPTION
 FH0083
 FH0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0083'0.8 MI S FROM LOCKE.
 FH0083'0.8 MILE SOUTH ALONG THE LOCKE-MOUNTAINBURG ROAD FROM THE SCHOOL
 FH0083'AT LOCKE, CRAWFORD COUNTY, 34 FEET NORTHEAST OF THE NORTHEAST
 FH0083'CORNER OF THE W.J. SEXTON FARMHOUSE, 26 FEET WEST OF THE
 FH0083'CENTERLINE OF THE ROAD, 11 FEET WEST OF THE NORTHEAST FENCE
 FH0083'CORNER, 6 FEET EAST OF A GATE, 1 FOOT NORTH OF A FENCE, AND 6
 FH0083'FEET SOUTHWEST OF A 12-INCH OAK TREE.  A STANDARD DISK, STAMPED
 FH0083'X 95 1935 AND SET IN THE TOP OF A CONCRETE POST.  AT A
 FH0083'T-INTERSECTION ABOUT 0.8 MILE SOUTH OF THE ROCK SCHOOL BUILDING
 FH0083'AT LOCKE, AT THE NORTHEAST CORNER OF A YARD, OPPOSITE THE
 FH0083'INTERSECTION, ABOUT 100 FEET NORTHEAST OF THE NORTHEAST CORNER
 FH0083'OF A SMALL HOUSE AND 1 FOOT SOUTHWEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0650 ***********************************************************************
 EJ0650  DESIGNATION -  X 96
 EJ0650  PID         -  EJ0650
 EJ0650  STATE/COUNTY-  AR/GRANT
 EJ0650  USGS QUAD   -  PRAGUE (1984)
 EJ0650
 EJ0650                         *CURRENT SURVEY CONTROL
 EJ0650  ___________________________________________________________________
 EJ0650* NAD 83(1986)-  34 18 49.     (N)    092 15 50.     (W)     SCALED    
 EJ0650* NAVD 88     -        98.981  (meters)     324.74   (feet)  ADJUSTED  
 EJ0650  ___________________________________________________________________
 EJ0650  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EJ0650  DYNAMIC HT  -          98.885 (meters)     324.43  (feet)  COMP
 EJ0650  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 EJ0650
 EJ0650  VERT ORDER  -  SECOND    CLASS 0
 EJ0650
 EJ0650.The horizontal coordinates were scaled from a topographic map and have
 EJ0650.an estimated accuracy of +/- 6 seconds.
 EJ0650
 EJ0650.The orthometric height was determined by differential leveling
 EJ0650.and adjusted by the National Geodetic Survey in June 1991..
 EJ0650
 EJ0650.The geoid height was determined by GEOID03.
 EJ0650
 EJ0650.The dynamic height is computed by dividing the NAVD 88
 EJ0650.geopotential number by the normal gravity value computed on the
 EJ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0650.degrees latitude (g = 980.6199 gals.).
 EJ0650
 EJ0650.The modeled gravity was interpolated from observed gravity values.
 EJ0650
 EJ0650;                    North         East    Units  Estimated Accuracy
 EJ0650;SPC AR S     -   582,700.      375,710.      MT  (+/- 180 meters Scaled)
 EJ0650
 EJ0650                          SUPERSEDED SURVEY CONTROL
 EJ0650
 EJ0650  NGVD 29 (??/??/92)   99.033  (m)          324.91   (f) ADJ UNCH    2 0
 EJ0650
 EJ0650.Superseded values are not recommended for survey control.
 EJ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0650.See file dsdata.txt to determine how the superseded data were derived.
 EJ0650
 EJ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT677971(NAD 83)
 EJ0650_MARKER: DB = BENCH MARK DISK
 EJ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0650_STAMPING: X 96 1935
 EJ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0650+STABILITY: SURFACE MOTION
 EJ0650
 EJ0650  HISTORY     - Date     Condition        Report By
 EJ0650  HISTORY     - 1935     MONUMENTED       CGS
 EJ0650  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ0650
 EJ0650                          STATION DESCRIPTION
 EJ0650
 EJ0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0650'IN JUNET.
 EJ0650'AT JUNET, GRANT COUNTY, ON THE REDFIELD ROAD, AT THE JUNCTION OF U. S.
 EJ0650'HIGHWAY 270, 80 FEET NORTH OF THE E. WAYMACK FARMHOUSE IN 1935, 22
 EJ0650'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 21.5 FEET EAST OF THE
 EJ0650'CENTERLINE OF THE ROAD, AND 2.5 FEET NORTHEAST OF THE SOUTHWEST CORNER
 EJ0650'OF A FENCE.  A STANDARD DISK, STAMPED X 96 1935 AND SET IN THE TOP OF
 EJ0650'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0874 ***********************************************************************
 EJ0874  DESIGNATION -  X 97
 EJ0874  PID         -  EJ0874
 EJ0874  STATE/COUNTY-  AR/SALINE
 EJ0874  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0874
 EJ0874                         *CURRENT SURVEY CONTROL
 EJ0874  ___________________________________________________________________
 EJ0874* NAD 83(1986)-  34 39 06.     (N)    092 40 14.     (W)     SCALED    
 EJ0874* NAVD 88     -       165.218  (meters)     542.05   (feet)  ADJUSTED  
 EJ0874  ___________________________________________________________________
 EJ0874  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EJ0874  DYNAMIC HT  -         165.060 (meters)     541.53  (feet)  COMP
 EJ0874  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 EJ0874
 EJ0874  VERT ORDER  -  SECOND    CLASS 0
 EJ0874
 EJ0874.The horizontal coordinates were scaled from a topographic map and have
 EJ0874.an estimated accuracy of +/- 6 seconds.
 EJ0874
 EJ0874.The orthometric height was determined by differential leveling
 EJ0874.and adjusted by the National Geodetic Survey in June 1991..
 EJ0874
 EJ0874.The geoid height was determined by GEOID03.
 EJ0874
 EJ0874.The dynamic height is computed by dividing the NAVD 88
 EJ0874.geopotential number by the normal gravity value computed on the
 EJ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0874.degrees latitude (g = 980.6199 gals.).
 EJ0874
 EJ0874.The modeled gravity was interpolated from observed gravity values.
 EJ0874
 EJ0874;                    North         East    Units  Estimated Accuracy
 EJ0874;SPC AR S     -   620,370.      338,530.      MT  (+/- 180 meters Scaled)
 EJ0874
 EJ0874                          SUPERSEDED SURVEY CONTROL
 EJ0874
 EJ0874  NGVD 29 (??/??/92)  165.241  (m)          542.13   (f) ADJ UNCH    2 0
 EJ0874
 EJ0874.Superseded values are not recommended for survey control.
 EJ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0874.See file dsdata.txt to determine how the superseded data were derived.
 EJ0874
 EJ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU301344(NAD 83)
 EJ0874_MARKER: DB = BENCH MARK DISK
 EJ0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0874_STAMPING: X 97 1935
 EJ0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0874+STABILITY: SURFACE MOTION
 EJ0874
 EJ0874  HISTORY     - Date     Condition        Report By
 EJ0874  HISTORY     - 1935     MONUMENTED       CGS
 EJ0874
 EJ0874                          STATION DESCRIPTION
 EJ0874
 EJ0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0874'5.5 MI NW FROM BENTON.
 EJ0874'5.5 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE MISSOURI PACIFIC
 EJ0874'RAILROAD STATION AT BENTON, SALINE COUNTY, 4.0 MILES NORTH ALONG THE
 EJ0874'GRAVEL ROAD LEADING TO BLAND, 3.9 MILES SOUTHEAST ALONG THE GRAVEL
 EJ0874'ROAD FROM THE INTERSECTION OF THE GRADED ROAD LEADING TO FERNDALE AT
 EJ0874'BLAND, AT THE CENTER OF THE TRIANGLE AT THE JUNCTION OF A ROAD LEADING
 EJ0874'WEST TO BIVEN GROVE BAPTIST CHURCH, 24.5 FEET WEST OF THE CENTERLINE
 EJ0874'OF THE GRAVEL ROAD, AND 4 FEET EAST OF AN 18-INCH PINE TREE. A
 EJ0874'STANDARD DISK, STAMPED X 97 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0874'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0897 ***********************************************************************
 EJ0897  DESIGNATION -  X 98
 EJ0897  PID         -  EJ0897
 EJ0897  STATE/COUNTY-  AR/PULASKI
 EJ0897  USGS QUAD   -  CONGO (1984)
 EJ0897
 EJ0897                         *CURRENT SURVEY CONTROL
 EJ0897  ___________________________________________________________________
 EJ0897* NAD 83(1986)-  34 42 48.     (N)    092 34 38.     (W)     SCALED    
 EJ0897* NAVD 88     -       168.831  (meters)     553.91   (feet)  ADJUSTED  
 EJ0897  ___________________________________________________________________
 EJ0897  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ0897  DYNAMIC HT  -         168.670 (meters)     553.38  (feet)  COMP
 EJ0897  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 EJ0897
 EJ0897  VERT ORDER  -  SECOND    CLASS 0
 EJ0897
 EJ0897.The horizontal coordinates were scaled from a topographic map and have
 EJ0897.an estimated accuracy of +/- 6 seconds.
 EJ0897
 EJ0897.The orthometric height was determined by differential leveling
 EJ0897.and adjusted by the National Geodetic Survey in June 1991..
 EJ0897
 EJ0897.The geoid height was determined by GEOID03.
 EJ0897
 EJ0897.The dynamic height is computed by dividing the NAVD 88
 EJ0897.geopotential number by the normal gravity value computed on the
 EJ0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0897.degrees latitude (g = 980.6199 gals.).
 EJ0897
 EJ0897.The modeled gravity was interpolated from observed gravity values.
 EJ0897
 EJ0897;                    North         East    Units  Estimated Accuracy
 EJ0897;SPC AR S     -   627,160.      347,120.      MT  (+/- 180 meters Scaled)
 EJ0897
 EJ0897                          SUPERSEDED SURVEY CONTROL
 EJ0897
 EJ0897  NGVD 29 (??/??/92)  168.856  (m)          553.99   (f) ADJ UNCH    2 0
 EJ0897
 EJ0897.Superseded values are not recommended for survey control.
 EJ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0897.See file dsdata.txt to determine how the superseded data were derived.
 EJ0897
 EJ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU387413(NAD 83)
 EJ0897_MARKER: DB = BENCH MARK DISK
 EJ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0897_STAMPING: X 98 1935
 EJ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0897+STABILITY: SURFACE MOTION
 EJ0897
 EJ0897  HISTORY     - Date     Condition        Report By
 EJ0897  HISTORY     - 1935     MONUMENTED       CGS
 EJ0897  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0897
 EJ0897                          STATION DESCRIPTION
 EJ0897
 EJ0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0897'5.3 MI W FROM LAWSON SCHOOL.
 EJ0897'IN PULASKI COUNTY, 5.3 MILES WEST ALONG THE ROAD LEADING TO TATUMVILLE
 EJ0897'FROM LAWSON SCHOOL, PULASKI COUNTY, 4 1/2 MILES NORTH OF CONGO, SALINE
 EJ0897'COUNTY, 2.6 MILES EAST OF PLEASANT HILL CHURCH, 0.2 MILE NORTH OF THE
 EJ0897'A. C. MURRAY FARMHOUSE, AT A ROAD INTERSECTION, 34.6 FEET WEST OF THE
 EJ0897'CENTERLINE OF THE NORTH-AND-SOUTH GRAVEL ROAD LEADING TO CONGO, 30.4
 EJ0897'FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD LEADING TO
 EJ0897'TATUMVILLE, AND 29.8 FEET NORTHEAST OF AN APPLE TREE. A STANDARD DISK,
 EJ0897'STAMPED X 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0897
 EJ0897                          STATION RECOVERY (1974)
 EJ0897
 EJ0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0888 ***********************************************************************
 EJ0888  DESIGNATION -  X 99
 EJ0888  PID         -  EJ0888
 EJ0888  STATE/COUNTY-  AR/PERRY
 EJ0888  USGS QUAD   -  MARTINDALE (1984)
 EJ0888
 EJ0888                         *CURRENT SURVEY CONTROL
 EJ0888  ___________________________________________________________________
 EJ0888* NAD 83(1986)-  34 56 19.     (N)    092 38 31.     (W)     SCALED    
 EJ0888* NAVD 88     -       222.594  (meters)     730.29   (feet)  ADJUSTED  
 EJ0888  ___________________________________________________________________
 EJ0888  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EJ0888  DYNAMIC HT  -         222.380 (meters)     729.59  (feet)  COMP
 EJ0888  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 EJ0888
 EJ0888  VERT ORDER  -  SECOND    CLASS 0
 EJ0888
 EJ0888.The horizontal coordinates were scaled from a topographic map and have
 EJ0888.an estimated accuracy of +/- 6 seconds.
 EJ0888
 EJ0888.The orthometric height was determined by differential leveling
 EJ0888.and adjusted by the National Geodetic Survey in June 1991..
 EJ0888
 EJ0888.The geoid height was determined by GEOID03.
 EJ0888
 EJ0888.The dynamic height is computed by dividing the NAVD 88
 EJ0888.geopotential number by the normal gravity value computed on the
 EJ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0888.degrees latitude (g = 980.6199 gals.).
 EJ0888
 EJ0888.The modeled gravity was interpolated from observed gravity values.
 EJ0888
 EJ0888;                    North         East    Units  Estimated Accuracy
 EJ0888;SPC AR N     -    67,340.      341,360.      MT  (+/- 180 meters Scaled)
 EJ0888
 EJ0888                          SUPERSEDED SURVEY CONTROL
 EJ0888
 EJ0888  NGVD 29 (??/??/92)  222.620  (m)          730.38   (f) ADJ UNCH    2 0
 EJ0888
 EJ0888.Superseded values are not recommended for survey control.
 EJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0888.See file dsdata.txt to determine how the superseded data were derived.
 EJ0888
 EJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU326662(NAD 83)
 EJ0888_MARKER: DB = BENCH MARK DISK
 EJ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0888_STAMPING: X 99 1935
 EJ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0888+STABILITY: SURFACE MOTION
 EJ0888
 EJ0888  HISTORY     - Date     Condition        Report By
 EJ0888  HISTORY     - 1935     MONUMENTED       CGS
 EJ0888  HISTORY     - 1939     GOOD             NGS
 EJ0888
 EJ0888                          STATION DESCRIPTION
 EJ0888
 EJ0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0888'6.0 MI S FROM BIGELOW.
 EJ0888'6.0 MILES SOUTH ALONG STATE HIGHWAY 113 FROM THE CHICAGO, ROCK ISLAND
 EJ0888'AND PACIFIC RAILROAD STATION AT BIGELOW, PERRY COUNTY, 300 FEET
 EJ0888'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, ON THE OUTSIDE OF
 EJ0888'A CURVE, AT THE WYE FORMED BY THE JUNCTION OF ROADS, 50 FEET SOUTHEAST
 EJ0888'OF THE CENTERLINE OF THE HIGHWAY, 22.5 FEET SOUTH OF THE CENTERLINE OF
 EJ0888'THE EAST-AND-WEST GRADED ROAD, AND 1.5 FEET SOUTH OF A FENCE. A
 EJ0888'STANDARD DISK, STAMPED X 99 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0888'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0312 ***********************************************************************
 FG0312  DESIGNATION -  XIV
 FG0312  PID         -  FG0312
 FG0312  STATE/COUNTY-  AR/POPE
 FG0312  USGS QUAD   -  ATKINS (1989)
 FG0312
 FG0312                         *CURRENT SURVEY CONTROL
 FG0312  ___________________________________________________________________
 FG0312* NAD 83(1986)-  35 14 35.     (N)    092 56 08.     (W)     SCALED    
 FG0312* NAVD 88     -       108.754  (meters)     356.80   (feet)  ADJUSTED  
 FG0312  ___________________________________________________________________
 FG0312  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FG0312  DYNAMIC HT  -         108.652 (meters)     356.47  (feet)  COMP
 FG0312  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FG0312
 FG0312  VERT ORDER  -  SECOND    CLASS 0
 FG0312
 FG0312.The horizontal coordinates were scaled from a topographic map and have
 FG0312.an estimated accuracy of +/- 6 seconds.
 FG0312
 FG0312.The orthometric height was determined by differential leveling
 FG0312.and adjusted by the National Geodetic Survey in June 1991..
 FG0312
 FG0312.The geoid height was determined by GEOID03.
 FG0312
 FG0312.The dynamic height is computed by dividing the NAVD 88
 FG0312.geopotential number by the normal gravity value computed on the
 FG0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0312.degrees latitude (g = 980.6199 gals.).
 FG0312
 FG0312.The modeled gravity was interpolated from observed gravity values.
 FG0312
 FG0312;                    North         East    Units  Estimated Accuracy
 FG0312;SPC AR N     -   101,330.      314,850.      MT  (+/- 180 meters Scaled)
 FG0312
 FG0312                          SUPERSEDED SURVEY CONTROL
 FG0312
 FG0312  NGVD 29 (??/??/92)  108.770  (m)          356.86   (f) ADJ UNCH    2 0
 FG0312
 FG0312.Superseded values are not recommended for survey control.
 FG0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0312.See file dsdata.txt to determine how the superseded data were derived.
 FG0312
 FG0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU058999(NAD 83)
 FG0312_MARKER: Q = CHISELED SQUARE
 FG0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0312_SP_SET: BUILDING
 FG0312_STAMPING: XIV
 FG0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0312
 FG0312  HISTORY     - Date     Condition        Report By
 FG0312  HISTORY     - UNK      MONUMENTED       CGS
 FG0312  HISTORY     - 1934     GOOD             NGS
 FG0312  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0312
 FG0312                          STATION DESCRIPTION
 FG0312
 FG0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG0312'IN ATKINS.
 FG0312'AT ATKINS, POPE COUNTY, AT THE NORTHEAST CORNER OF RAILROAD AVENUE AND
 FG0312'DOVER STREET, ON THE CONCRETE WINDOW SILL OF THE D. AND T. GROCERY
 FG0312'STORE OWNED BY THE E. A. DARR ESTATE, 2 FEET EAST OF THE SOUTHWEST
 FG0312'CORNER OF THE BUILDING, 22 INCHES BELOW THE WINDOW GLASS, AND 10
 FG0312'INCHES ABOVE THE SIDEWALK.  A CHISELED SQUARE, MARKED XIV.
 FG0312
 FG0312                          STATION RECOVERY (1984)
 FG0312
 FG0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0312'NOT RECOVERED, PRESUMED DESTROYED.  NOTE, THE OLD GROCERY STORE WAS
 FG0312'NOT FOUND AFTER CONTACTS WITH THE OLD TOWNS PEOPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0032 ***********************************************************************
 FH0032  DESIGNATION -  XLIX
 FH0032  PID         -  FH0032
 FH0032  STATE/COUNTY-  AR/CRAWFORD
 FH0032  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0032
 FH0032                         *CURRENT SURVEY CONTROL
 FH0032  ___________________________________________________________________
 FH0032* NAD 83(1986)-  35 40 44.     (N)    094 10 23.     (W)     SCALED    
 FH0032* NAVD 88     -       256.647  (meters)     842.02   (feet)  ADJUSTED  
 FH0032  ___________________________________________________________________
 FH0032  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FH0032  DYNAMIC HT  -         256.410 (meters)     841.24  (feet)  COMP
 FH0032  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 FH0032
 FH0032  VERT ORDER  -  FIRST     CLASS II
 FH0032
 FH0032.The horizontal coordinates were scaled from a topographic map and have
 FH0032.an estimated accuracy of +/- 6 seconds.
 FH0032
 FH0032.The orthometric height was determined by differential leveling
 FH0032.and adjusted by the National Geodetic Survey in June 1991..
 FH0032
 FH0032.The geoid height was determined by GEOID03.
 FH0032
 FH0032.The dynamic height is computed by dividing the NAVD 88
 FH0032.geopotential number by the normal gravity value computed on the
 FH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0032.degrees latitude (g = 980.6199 gals.).
 FH0032
 FH0032.The modeled gravity was interpolated from observed gravity values.
 FH0032
 FH0032;                    North         East    Units  Estimated Accuracy
 FH0032;SPC AR N     -   151,450.      203,310.      MT  (+/- 180 meters Scaled)
 FH0032
 FH0032                          SUPERSEDED SURVEY CONTROL
 FH0032
 FH0032  NGVD 29 (??/??/92)  256.522  (m)          841.61   (f) ADJ UNCH    1 2
 FH0032
 FH0032.Superseded values are not recommended for survey control.
 FH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0032.See file dsdata.txt to determine how the superseded data were derived.
 FH0032
 FH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV938489(NAD 83)
 FH0032_MARKER: Q = CHISELED SQUARE
 FH0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0032_SP_SET: BUILDING
 FH0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0032
 FH0032  HISTORY     - Date     Condition        Report By
 FH0032  HISTORY     - UNK      MONUMENTED       RBNF
 FH0032  HISTORY     - 1959     GOOD             NGS
 FH0032  HISTORY     - 19891115 MARK NOT FOUND   NGS
 FH0032
 FH0032                          STATION DESCRIPTION
 FH0032
 FH0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0032'AT CHESTER.
 FH0032'9 INCHES NORTHWEST OF THE NORTHWEST SIDE OF AN OLD FRAME BUILDING
 FH0032'AND 3 FEET NORTHEAST OF THE CORNER.  AN IRON STAKE, PROJECTING
 FH0032'ABOUT 3 INCHES, IS JUST NORTHWEST OF THE MARK.  THE OLD FRAME
 FH0032'BUILDING IS ABOUT 15 FEET SOUTHEAST OF THE LARGE BRICK BUILDING.
 FH0032'THE MARK IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FH0032
 FH0032                          STATION RECOVERY (1989)
 FH0032
 FH0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0033 ***********************************************************************
 FH0033  DESIGNATION -  XLVIII
 FH0033  PID         -  FH0033
 FH0033  STATE/COUNTY-  AR/CRAWFORD
 FH0033  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0033
 FH0033                         *CURRENT SURVEY CONTROL
 FH0033  ___________________________________________________________________
 FH0033* NAD 83(1986)-  35 40 43.     (N)    094 10 26.     (W)     SCALED    
 FH0033* NAVD 88     -       257.779  (meters)     845.73   (feet)  ADJUSTED  
 FH0033  ___________________________________________________________________
 FH0033  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FH0033  DYNAMIC HT  -         257.541 (meters)     844.95  (feet)  COMP
 FH0033  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 FH0033
 FH0033  VERT ORDER  -  FIRST     CLASS II
 FH0033
 FH0033.The horizontal coordinates were scaled from a topographic map and have
 FH0033.an estimated accuracy of +/- 6 seconds.
 FH0033
 FH0033.The orthometric height was determined by differential leveling
 FH0033.and adjusted by the National Geodetic Survey in June 1991..
 FH0033
 FH0033.The geoid height was determined by GEOID03.
 FH0033
 FH0033.The dynamic height is computed by dividing the NAVD 88
 FH0033.geopotential number by the normal gravity value computed on the
 FH0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0033.degrees latitude (g = 980.6199 gals.).
 FH0033
 FH0033.The modeled gravity was interpolated from observed gravity values.
 FH0033
 FH0033;                    North         East    Units  Estimated Accuracy
 FH0033;SPC AR N     -   151,420.      203,230.      MT  (+/- 180 meters Scaled)
 FH0033
 FH0033                          SUPERSEDED SURVEY CONTROL
 FH0033
 FH0033  NGVD 29 (??/??/92)  257.655  (m)          845.32   (f) ADJ UNCH    1 2
 FH0033
 FH0033.Superseded values are not recommended for survey control.
 FH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0033.See file dsdata.txt to determine how the superseded data were derived.
 FH0033
 FH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV937489(NAD 83)
 FH0033_MARKER: B = BOLT
 FH0033_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FH0033_SP_SET: WALL
 FH0033_MARK LOGO: NONE  
 FH0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0033+STABILITY: SURFACE MOTION
 FH0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0033+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1989
 FH0033
 FH0033  HISTORY     - Date     Condition        Report By
 FH0033  HISTORY     - UNK      MONUMENTED       RBNF
 FH0033  HISTORY     - 1959     GOOD             NGS
 FH0033  HISTORY     - 19891109 GOOD             NGS
 FH0033  HISTORY     - 20041218 GOOD             GEOCAC
 FH0033
 FH0033                          STATION DESCRIPTION
 FH0033
 FH0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0033'AT CHESTER.
 FH0033'AT CHESTER, CRAWFORD COUNTY, NEAR THE POST OFFICE, IN THE WEST WALL
 FH0033'OF A LARGE BRICK BUILDING (FORMERLY THE CHESTER HOTEL) HOUSING
 FH0033'A FEW STORES, IN THE FOURTEENTH COURSE ABOVE THE GROUND, AND IN
 FH0033'THE SECOND BRICK FROM THE SOUTHWEST CORNER.  THE CENTER OF A CROSS
 FH0033'IN THE END OF A COPPER BOLT LEADED IN THE BRICK.  THE BRICK
 FH0033'BUILDING FACES THE SOUTHWEST SO THE MARK WOULD BE AT THE SOUTH
 FH0033'CORNER OF THE BUILDING.
 FH0033
 FH0033                          STATION RECOVERY (1989)
 FH0033
 FH0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0033'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CHESTER,
 FH0033'AT THE INTERSECTION OF STATE HIGHWAY 282 AND WRIGHT STREET, A CROSS
 FH0033'IN A COPPER BOLT LEADED VERTICALLY IN THE SOUTHWEST BRICK WALL OF A
 FH0033'BUILDING, 48.8 M (160.1 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE
 FH0033'STREET, 10.5 M (34.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FH0033'0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.35 M (1.1 FT)
 FH0033'NORTHWEST OF THE SOUTH CORNER OF THE BUILDING.
 FH0033
 FH0033                          STATION RECOVERY (2004)
 FH0033
 FH0033'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 FH0033'THIS BOLT, XLVIII IN THE BUILDING ON THE NATIONAL REGISTER IS THE
 FH0033'JACOB YOES BUILDING.
 FH0033'IT IS STILL THE CHESTER HOUSE INN.
 FH0033'OWNED BY DONALD AND TINA SHORES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2975 ***********************************************************************
 AI2975  PACS        -  This is a Primary Airport Control Station.
 AI2975  DESIGNATION -  XNA A
 AI2975  PID         -  AI2975
 AI2975  STATE/COUNTY-  AR/BENTON
 AI2975  USGS QUAD   -  CENTERTON (1982)
 AI2975
 AI2975                         *CURRENT SURVEY CONTROL
 AI2975  ___________________________________________________________________
 AI2975* NAD 83(1997)-  36 17 14.22050(N)    094 18 41.98727(W)     ADJUSTED  
 AI2975* NAVD 88     -       390.51   (meters)    1281.2    (feet)  GPS OBS   
 AI2975  ___________________________________________________________________
 AI2975  X           -    -386,997.054 (meters)                     COMP
 AI2975  Y           -  -5,132,921.063 (meters)                     COMP
 AI2975  Z           -   3,754,148.481 (meters)                     COMP
 AI2975  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AI2975  ELLIP HEIGHT-         362.41  (meters)          (12/06/01) GPS OBS
 AI2975  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AI2975
 AI2975  HORZ ORDER  -  B
 AI2975  ELLP ORDER  -  FIRST     CLASS I
 AI2975
 AI2975.This mark is at Northwest Regional Airport (XNA)
 AI2975
 AI2975.The horizontal coordinates were established by GPS observations
 AI2975.and adjusted by the National Geodetic Survey in December 1999..
 AI2975
 AI2975.The orthometric height was determined by GPS observations and a
 AI2975.high-resolution geoid model.
 AI2975
 AI2975.GPS derived orthometric heights for airport stations designated as
 AI2975.PACS or SACS are published to 2 decimal places.  This maintains
 AI2975.centimeter relative accuracy between the PACS and SACS.  It does
 AI2975.not indicate centimeter accuracy relative to other marks which are
 AI2975.part of the NAVD 88 network.
 AI2975
 AI2975.Photographs are available for this station.
 AI2975
 AI2975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2975
 AI2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2975
 AI2975.The ellipsoidal height was determined by GPS observations
 AI2975.and is referenced to NAD 83.
 AI2975
 AI2975.The geoid height was determined by GEOID03.
 AI2975
 AI2975;                    North         East     Units Scale Factor Converg.
 AI2975;SPC AR N     -   219,220.228   192,347.272   MT  1.00001111   -1 20 42.6
 AI2975;SPC AR N     -   719,225.03    631,059.34   sFT  1.00001111   -1 20 42.6
 AI2975;UTM  15      - 4,016,611.190   382,210.063   MT  0.99977095   -0 46 35.0
 AI2975
 AI2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2975!SPC AR N     -   0.99994312  x   1.00001111  =   0.99995423
 AI2975!UTM  15      -   0.99994312  x   0.99977095  =   0.99971409
 AI2975
 AI2975                          SUPERSEDED SURVEY CONTROL
 AI2975
 AI2975  ELLIP H (12/20/99)  362.37   (m)                       GP(       ) 1 1
 AI2975
 AI2975.Superseded values are not recommended for survey control.
 AI2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2975.See file dsdata.txt to determine how the superseded data were derived.
 AI2975
 AI2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8221016611(NAD 83)
 AI2975_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2975_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI2975_SP_SET: BASE OF DEEP WELL PUMPHOUSE
 AI2975_STAMPING: XNA A 1999
 AI2975_MARK LOGO: NGS   
 AI2975_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2975+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 AI2975
 AI2975  HISTORY     - Date     Condition        Report By
 AI2975  HISTORY     - 1999     MONUMENTED       NGS
 AI2975  HISTORY     - 20001207 GOOD             NGS
 AI2975
 AI2975                          STATION DESCRIPTION
 AI2975
 AI2975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 AI2975'THE STATION IS LOCATED, 18 KM (11.20 MI) NORTHWEST OF SPRINGDALE, 14
 AI2975'KM (8.70 MI) SOUTH-SOUTHWEST OF BENTONVILLE, 1.8 KM (1.10 MI) NORTH OF
 AI2975'HIGHFILL, AT THE NORTHWEST ARKANSAS REGIONAL AIRPORT.  NEAR THE
 AI2975'NORTHWEST END OF THE AIRPORT ON A LOW HILL WEST-SOUTHWEST OF THE
 AI2975'RUNWAY, EAST-NORTHEAST OF THE PERIMETER FENCE AND ROAD, SOUTH OF THE
 AI2975'RUNWAY END 16 GLIDESLOPE, SOUTH-SOUTHWEST OF THE 1000-7000-FOOT
 AI2975'MARKER, AND WEST-NORTHWEST OF THE 2000-6000-FOOT MARKER.  IN TOP OF
 AI2975'AND NEAR THE SOUTHEAST CORNER OF THE NORTHEAST 1 OF 2-8 X 8-FOOT DEEP
 AI2975'CONCRETE PUMPHOUSE FOUNDATION FOR A DEEP WELL.  FOR ACCESS AND
 AI2975'SECURITY BADGES TO THE AIRPORT, CONTACT--KELLY L JOHNSON AAE, AIRPORT
 AI2975'MANAGER, OR, MARK H MELLINGER, DIRECTOR OF OPERATIONS--ONE AIRPORT
 AI2975'BOULEVARD, SUITE 100, BENTONVILLE, ARKANSAS 72712.
 AI2975'PHONE--501-205-1000.  FAX--501-205-1001.  OWNERSHIP--NORTWEST ARKANSAS
 AI2975'REGIONAL AIRPORT AUTHORITY.  NOTE-- (24 HOUR NOTICE) .  TO REACH THE
 AI2975'TERMINAL FROM THE INTERSECTION OF STATE ROUTE 264 AND THE AIRPORT
 AI2975'ENTRANCE ROAD IN HIGHFILL, GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR
 AI2975'1.6 KM (1.00 MI) TO THE AIRPORT TERMINAL ON THE RIGHT. AIRPORT
 AI2975'ADMINISTRATION OFFICE IS LOCATED SECOND FLOOR.  TO REACH THE STATION
 AI2975'FROM HIGHFILL, DRIVE NORTH ON THE AIRPORT ENTRANCE ROAD FOR 1.1 KM
 AI2975'(0.70 MI) TO REGIONAL ROAD ON THE RIGHT.  TURN RIGHT (NORTHEAST) FOR
 AI2975'1.8 KM (1.10 MI) TO TOWER DRIVE.  TURN LEFT (WEST) ON TOWER DRIVE FOR
 AI2975'0.56 KM (0.35 MI) TO THE AIRPORT ACCESS GATE NORTHEAST OF THE
 AI2975'FIRE-RESCUE BUILDING.  PASS THROUGH THE GATE AND TURN RIGHT
 AI2975'(NORTHWEST) ON PERIMETER ROAD FOR 2.6 KM (1.60 MI) TO THE APPROACH END
 AI2975'TO RUNWAY 16, CONTINUE SOUTHWEST THEN SOUTHEAST FOR 1.05 KM (0.65 MI)
 AI2975'TO THE GLIDESLOPE SERVICE ROAD ON THE LEFT, CONTINUING SOUTHEAST FOR
 AI2975'0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS 64.6 M
 AI2975'(211.9 FT) EAST-NORTHEAST OF THE PERIMETER FENCE AND WITNESS POST.
 AI2975'59.7 M (195.9 FT) EAST-NORTHEAST OF THE CENTER OF THE PERIMETER ROAD.
 AI2975'AND 2.6 M (8.5 FT) EAST-SOUTHEAST OF A WITNESS POST.  STATION IS
 AI2975'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) .
 AI2975
 AI2975                          STATION RECOVERY (2000)
 AI2975
 AI2975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI2975'RECOVERD AS DESCRIBED
 AI2975'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2976 ***********************************************************************
 AI2976  SACS        -  This is a Secondary Airport Control Station.
 AI2976  DESIGNATION -  XNA B
 AI2976  PID         -  AI2976
 AI2976  STATE/COUNTY-  AR/BENTON
 AI2976  USGS QUAD   -  CENTERTON (1982)
 AI2976
 AI2976                         *CURRENT SURVEY CONTROL
 AI2976  ___________________________________________________________________
 AI2976* NAD 83(1997)-  36 16 51.73052(N)    094 18 11.96428(W)     ADJUSTED  
 AI2976* NAVD 88     -       388.05   (meters)    1273.1    (feet)  GPS OBS   
 AI2976  ___________________________________________________________________
 AI2976  X           -    -386,280.561 (meters)                     COMP
 AI2976  Y           -  -5,133,384.467 (meters)                     COMP
 AI2976  Z           -   3,753,588.196 (meters)                     COMP
 AI2976  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AI2976  ELLIP HEIGHT-         359.95  (meters)          (01/07/02) GPS OBS
 AI2976  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AI2976
 AI2976  HORZ ORDER  -  FIRST
 AI2976  ELLP ORDER  -  FIRST     CLASS I
 AI2976
 AI2976.This mark is at Northwest Regional Airport (XNA)
 AI2976
 AI2976.The horizontal coordinates were established by GPS observations
 AI2976.and adjusted by the National Geodetic Survey in December 1999..
 AI2976
 AI2976.The orthometric height was determined by GPS observations and a
 AI2976.high-resolution geoid model.
 AI2976
 AI2976.GPS derived orthometric heights for airport stations designated as
 AI2976.PACS or SACS are published to 2 decimal places.  This maintains
 AI2976.centimeter relative accuracy between the PACS and SACS.  It does
 AI2976.not indicate centimeter accuracy relative to other marks which are
 AI2976.part of the NAVD 88 network.
 AI2976
 AI2976.Photographs are available for this station.
 AI2976
 AI2976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2976
 AI2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2976
 AI2976.The ellipsoidal height was determined by GPS observations
 AI2976.and is referenced to NAD 83.
 AI2976
 AI2976.The geoid height was determined by GEOID03.
 AI2976
 AI2976;                    North         East     Units Scale Factor Converg.
 AI2976;SPC AR N     -   218,509.636   193,080.063   MT  1.00000978   -1 20 25.1
 AI2976;SPC AR N     -   716,893.70    633,463.51   sFT  1.00000978   -1 20 25.1
 AI2976;UTM  15      - 4,015,908.078   382,949.694   MT  0.99976881   -0 46 16.8
 AI2976
 AI2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2976!SPC AR N     -   0.99994351  x   1.00000978  =   0.99995329
 AI2976!UTM  15      -   0.99994351  x   0.99976881  =   0.99971233
 AI2976
 AI2976                          SUPERSEDED SURVEY CONTROL
 AI2976
 AI2976  ELLIP H (12/20/99)  359.90   (m)                       GP(       ) 1 1
 AI2976
 AI2976.Superseded values are not recommended for survey control.
 AI2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2976.See file dsdata.txt to determine how the superseded data were derived.
 AI2976
 AI2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8295015908(NAD 83)
 AI2976_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2976_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI2976+WITH SETTING: PAVEMENT
 AI2976_SP_SET: CONCRETE APRON
 AI2976_STAMPING: XNA B 1999
 AI2976_MARK LOGO: NGS   
 AI2976_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2976+STABILITY: SURFACE MOTION
 AI2976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2976+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 AI2976
 AI2976  HISTORY     - Date     Condition        Report By
 AI2976  HISTORY     - 1999     MONUMENTED       NGS
 AI2976  HISTORY     - 20001207 GOOD             NGS
 AI2976
 AI2976                          STATION DESCRIPTION
 AI2976
 AI2976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 AI2976'THE STATION IS LOCATED 18 KM (11.20 MI) NORTHWEST OF SPRINGDALE, 14 KM
 AI2976'(8.70 MI) SOUTH-SOUTHWEST OF BENTONVILLE, 1.8 KM (1.10 MI) NORTH OF
 AI2976'HIGHFILL.  AT THE NORTHWEST ARKANSAS REGIONAL AIRPORT.  NEAR THE
 AI2976'CENTER OF THE AIRPORT, NORTHWEST OF THE TOWER AND FIRE-RESCUE
 AI2976'BUILDING, NORTHEAST OF THE PERIMETER ROAD, WEST-SOUTHWEST OF THE
 AI2976'PERIMETER FENCE, IN TOP OF AND FLUSH WITH THE SOUTH CORNER OF THE
 AI2976'APRON FOR THE REGIONAL JET CENTER (RJC) .  FOR ACCESS AND SECURITY
 AI2976'BADGES TO THE AIRPORT, CONTACT--KELLY L JOHNSON AAE, AIRPORT MANAGER,
 AI2976'OR, MARK H MELLINGER, DIRECTOR OF OPERATIONS--ONE AIRPORT BOULEVARD,
 AI2976'SUITE 100, BENTONVILLE, ARKANSAS 72712.  PHONE--501-205-1000.
 AI2976'FAX--501-205-1001.  OWNERSHIP--NORTWEST ARKANSAS REGIONAL AIRPORT
 AI2976'AUTHORITY.  NOTE-- (24 HOUR NOTICE) .  TO REACH THE TERMINAL FROM THE
 AI2976'INTERSECTION OF STATE ROUTE 264 AND THE AIRPORT ENTRANCE ROAD IN
 AI2976'HIGHFILL, GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 1.6 KM (1.00 MI)
 AI2976'TO THE AIRPORT TERMINAL ON THE RIGHT.  AIRPORT ADMINISTRATION OFFICE
 AI2976'IS LOCATED SECOND FLOOR.  TO REACH THE STATION FROM HIGHFILL, DRIVE
 AI2976'NORTH ON THE AIRPORT ENTRANCE ROAD FOR 1.1 KM (0.70 MI) TO REGIONAL
 AI2976'ROAD ON THE RIGHT.  TURN RIGHT (NORTHEAST) FOR 1.1 MI (1.8 KM) TO
 AI2976'TOWER DRIVE.  TURN LEFT (WEST) ON TOWER DRIVE FOR 0.56 KM (0.35 MI) TO
 AI2976'THE AIRPORT ACCESS GATE NORTHEAST OF THE FIRE-RESCUE BUILDING. PASS
 AI2976'THROUGH THE GATE AND TURN RIGHT (NORTHWEST) ON PERIMETER ROAD FOR 0.08
 AI2976'KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS 17.2 M (56.4
 AI2976'FT) EAST-NORTHEAST OF THE PERIMETER ROAD.  10.9 M (35.8 FT) EAST OF A
 AI2976'PHILIPS 66 SIGN, AND 10.2 M (33.5 FT) WEST-SOUTHWEST OF A CORNER OF
 AI2976'THE PERIMETER FENCE WITH AN ATTACHED REGIONAL JET CENTER (RJC) SIGN
 AI2976'AND A WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI2976'CONTROL STATION (SACS) .
 AI2976
 AI2976                          STATION RECOVERY (2000)
 AI2976
 AI2976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI2976'RECOVERED AS DESCRIBED
 AI2976'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2977 ***********************************************************************
 AI2977  SACS        -  This is a Secondary Airport Control Station.
 AI2977  DESIGNATION -  XNA C
 AI2977  PID         -  AI2977
 AI2977  STATE/COUNTY-  AR/BENTON
 AI2977  USGS QUAD   -  CENTERTON (1982)
 AI2977
 AI2977                         *CURRENT SURVEY CONTROL
 AI2977  ___________________________________________________________________
 AI2977* NAD 83(1997)-  36 16 32.41785(N)    094 18 04.09780(W)     ADJUSTED  
 AI2977* NAVD 88     -       386.69   (meters)    1268.7    (feet)  GPS OBS   
 AI2977  ___________________________________________________________________
 AI2977  X           -    -386,111.122 (meters)                     COMP
 AI2977  Y           -  -5,133,749.371 (meters)                     COMP
 AI2977  Z           -   3,753,107.482 (meters)                     COMP
 AI2977  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AI2977  ELLIP HEIGHT-         358.60  (meters)          (01/07/02) GPS OBS
 AI2977  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AI2977
 AI2977  HORZ ORDER  -  FIRST
 AI2977  ELLP ORDER  -  FIRST     CLASS I
 AI2977
 AI2977.This mark is at Northwest Regional Airport (XNA)
 AI2977
 AI2977.The horizontal coordinates were established by GPS observations
 AI2977.and adjusted by the National Geodetic Survey in December 1999..
 AI2977
 AI2977.The orthometric height was determined by GPS observations and a
 AI2977.high-resolution geoid model.
 AI2977
 AI2977.GPS derived orthometric heights for airport stations designated as
 AI2977.PACS or SACS are published to 2 decimal places.  This maintains
 AI2977.centimeter relative accuracy between the PACS and SACS.  It does
 AI2977.not indicate centimeter accuracy relative to other marks which are
 AI2977.part of the NAVD 88 network.
 AI2977
 AI2977.Photographs are available for this station.
 AI2977
 AI2977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2977
 AI2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2977
 AI2977.The ellipsoidal height was determined by GPS observations
 AI2977.and is referenced to NAD 83.
 AI2977
 AI2977.The geoid height was determined by GEOID03.
 AI2977
 AI2977;                    North         East     Units Scale Factor Converg.
 AI2977;SPC AR N     -   217,909.921   193,262.418   MT  1.00000864   -1 20 20.5
 AI2977;SPC AR N     -   714,926.13    634,061.78   sFT  1.00000864   -1 20 20.5
 AI2977;UTM  15      - 4,015,310.348   383,137.952   MT  0.99976827   -0 46 11.8
 AI2977
 AI2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2977!SPC AR N     -   0.99994372  x   1.00000864  =   0.99995236
 AI2977!UTM  15      -   0.99994372  x   0.99976827  =   0.99971201
 AI2977
 AI2977                          SUPERSEDED SURVEY CONTROL
 AI2977
 AI2977  ELLIP H (12/20/99)  358.55   (m)                       GP(       ) 1 1
 AI2977
 AI2977.Superseded values are not recommended for survey control.
 AI2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2977.See file dsdata.txt to determine how the superseded data were derived.
 AI2977
 AI2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8313815310(NAD 83)
 AI2977_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2977_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI2977_SP_SET: 5X5 CONCRETE ELECT JUNC BOX
 AI2977_STAMPING: XNA C 1999
 AI2977_MARK LOGO: NGS   
 AI2977_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2977+STABILITY: SURFACE MOTION
 AI2977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2977+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 AI2977
 AI2977  HISTORY     - Date     Condition        Report By
 AI2977  HISTORY     - 1999     MONUMENTED       NGS
 AI2977  HISTORY     - 20001207 GOOD             NGS
 AI2977
 AI2977                          STATION DESCRIPTION
 AI2977
 AI2977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 AI2977'THE STATION IS LOCATED 18 KM (11.20 MI) NORTHWEST OF SPRINGDALE, 14 KM
 AI2977'(8.70 MI) SOUTH-SOUTHWEST OF BENTONVILLE.  AT THE NORTHWEST ARKANSAS
 AI2977'REGIONAL AIRPORT.  NEAR THE CENTER OF THE AIRPORT, SOUTH-SOUTHEAST OF
 AI2977'THE TOWER AND FIRE-RESCUE BUILDING, SOUTHWEST OF THE TERMINAL, AT THE
 AI2977'INTERSECTION OF PERIMETER ROAD AND TAXIWAY F (SOUTHWEST QUADRANT) . IN
 AI2977'TOP OF NEAR THE SOUTHWEST CORNER OF A 5X5-FT, DEEP CONCRETE ELECTRICAL
 AI2977'JUNCTION BOX WITH A 3X3-FOOT SQUARE METAL ACCESS COVER. FOR ACCESS AND
 AI2977'SECURITY BADGES TO THE AIRPORT, CONTACT--KELLY L JOHNSON AAE, AIRPORT
 AI2977'MANAGER, OR, MARK H MELLINGER, DIRECTOR OF OPERATIONS--ONE AIRPORT
 AI2977'BOULEVARD, SUITE 100, BENTONVILLE, ARKANSAS 72712.
 AI2977'PHONE--501-205-1000.  FAX--501-205-1001.  OWNERSHIP--NORTWEST ARKANSAS
 AI2977'REGIONAL AIRPORT AUTHORITY.  NOTE-- (24 HOUR NOTICE) .  TO REACH THE
 AI2977'TERMINAL FROM THE INTERSECTION OF STATE ROUTE 264 AND THE AIRPORT
 AI2977'ENTRANCE ROAD IN HIGHFILL, GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR
 AI2977'1.6 KM (1.00 MI) TO THE AIRPORT TERMINAL.  AIRPORT ADMINISTRATION
 AI2977'OFFICE IS LOCATED SECOND FLOOR.  TO REACH THE STATION FROM HIGHFILL,
 AI2977'DRIVE NORTH ON THE AIRPORT ENTRANCE ROAD FOR 1.1 KM (0.70 MI) TO
 AI2977'REGIONAL ROAD ON THE RIGHT.  TURN RIGHT (NORTHEAST) FOR 1.1 MI (1.8
 AI2977'KM) TO TOWER DRIVE ON THE LEFT.  TURN LEFT (WEST) ON TOWER DRIVE FOR
 AI2977'0.56 KM (0.35 MI) TO THE AIRPORT ACCESS GATE NORTHEAST OF THE
 AI2977'FIRE-RESCUE BUILDING.  PASS THROUGH THE GATE AND TURN LEFT (SOUTHEAST)
 AI2977'ON PERIMETER ROAD FOR 0.3 MI, (0.5 KM) , CROSSING TAXIWAY F, TO THE
 AI2977'STATION ON THE RIGHT.  THE STATION IS 12.6 M (41.3 FT) SOUTH-SOUTHEAST
 AI2977'OF THE CONCRETE EDGE OF TAXIWAY F.  11.2 M (36.7 FT) EAST-SOUTHEAST OF
 AI2977'A DIRECTION SIGN MARKED F-B, AND 4.9 M (16.1 FT) WEST-SOUTHWEST OF THE
 AI2977'PERIMETER ROAD.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI2977'CONTROL STATION (SACS) .
 AI2977
 AI2977                          STATION RECOVERY (2000)
 AI2977
 AI2977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI2977'RECOVERD AS DESCRIBED
 AI2977'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1185 ***********************************************************************
 FG1185  DESIGNATION -  XXXIII
 FG1185  PID         -  FG1185
 FG1185  STATE/COUNTY-  AR/FRANKLIN
 FG1185  USGS QUAD   -  CECIL (1993)
 FG1185
 FG1185                         *CURRENT SURVEY CONTROL
 FG1185  ___________________________________________________________________
 FG1185* NAD 83(1986)-  35 28 41.     (N)    093 58 31.     (W)     SCALED    
 FG1185* NAVD 88     -       121.000  (meters)     396.98   (feet)  ADJUSTED  
 FG1185  ___________________________________________________________________
 FG1185  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FG1185  DYNAMIC HT  -         120.889 (meters)     396.62  (feet)  COMP
 FG1185  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 FG1185
 FG1185  VERT ORDER  -  FIRST     CLASS II
 FG1185
 FG1185.The horizontal coordinates were scaled from a topographic map and have
 FG1185.an estimated accuracy of +/- 6 seconds.
 FG1185
 FG1185.The orthometric height was determined by differential leveling
 FG1185.and adjusted by the National Geodetic Survey in June 1991..
 FG1185
 FG1185.The geoid height was determined by GEOID03.
 FG1185
 FG1185.The dynamic height is computed by dividing the NAVD 88
 FG1185.geopotential number by the normal gravity value computed on the
 FG1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1185.degrees latitude (g = 980.6199 gals.).
 FG1185
 FG1185.The modeled gravity was interpolated from observed gravity values.
 FG1185
 FG1185;                    North         East    Units  Estimated Accuracy
 FG1185;SPC AR N     -   128,800.      220,760.      MT  (+/- 180 meters Scaled)
 FG1185
 FG1185                          SUPERSEDED SURVEY CONTROL
 FG1185
 FG1185  NGVD 29 (??/??/92)  120.943  (m)          396.79   (f) ADJ UNCH    1 2
 FG1185
 FG1185.Superseded values are not recommended for survey control.
 FG1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1185.See file dsdata.txt to determine how the superseded data were derived.
 FG1185
 FG1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV115264(NAD 83)
 FG1185_MARKER: Q = CHISELED SQUARE
 FG1185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1185_SP_SET: STONE CHIMNEY
 FG1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1185
 FG1185  HISTORY     - Date     Condition        Report By
 FG1185  HISTORY     - UNK      MONUMENTED       ARGS
 FG1185  HISTORY     - 1959     GOOD             NGS
 FG1185
 FG1185                          STATION DESCRIPTION
 FG1185
 FG1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1185'IN WHITE OAK.
 FG1185'THE RAILROAD STATION IS GONE FROM WHITE OAK AND THE TOWN ABANDONED.
 FG1185'THE HOUSE, FORMERLY OCCUPIED BY DR. W.W. RAMBO, IS VACANT AND IN POOR
 FG1185'REPAIR.  THE CHISELED SQUARE AND THE LETTERS U.S.M. WERE RECOVERED ON
 FG1185'A LEDGE AT THE BASE OF THE STONE CHIMNEY.  IT IS ABOUT 1 FOOT NORTH OF
 FG1185'THE SOUTH BASE OF CHIMNEY AND IS ABOUT 6 INCHES BELOW THE SURFACE OF
 FG1185'THE GROUND.  AT WHITE OAK, FRANKLIN COUNTY, A SHORT DISTANCE WEST OF
 FG1185'THE MISSOURI PACIFIC RR SIGN, ABOUT 20 YARDS NORTH OF THE TRACK, ON
 FG1185'THE EAST END OF DR WW RAMBOS HOUSE, ON THE STONE FOUNDATION OF THE
 FG1185'STONE CHIMNEY, AND ABOUT 12 INCHES UNDERGROUND.  THE BOTTOM OF A
 FG1185'CHISELED SQUARE, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0144 ***********************************************************************
 FH0144  DESIGNATION -  XXXIX
 FH0144  PID         -  FH0144
 FH0144  STATE/COUNTY-  AR/CRAWFORD
 FH0144  USGS QUAD   -  VAN BUREN (1997)
 FH0144
 FH0144                         *CURRENT SURVEY CONTROL
 FH0144  ___________________________________________________________________
 FH0144* NAD 83(1986)-  35 26 07.     (N)    094 21 39.     (W)     SCALED    
 FH0144* NAVD 88     -       126.390  (meters)     414.66   (feet)  ADJUSTED  
 FH0144  ___________________________________________________________________
 FH0144  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FH0144  DYNAMIC HT  -         126.271 (meters)     414.27  (feet)  COMP
 FH0144  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FH0144
 FH0144  VERT ORDER  -  FIRST     CLASS II
 FH0144
 FH0144.The horizontal coordinates were scaled from a topographic map and have
 FH0144.an estimated accuracy of +/- 6 seconds.
 FH0144
 FH0144.The orthometric height was determined by differential leveling
 FH0144.and adjusted by the National Geodetic Survey in June 1991..
 FH0144
 FH0144.The geoid height was determined by GEOID03.
 FH0144
 FH0144.The dynamic height is computed by dividing the NAVD 88
 FH0144.geopotential number by the normal gravity value computed on the
 FH0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0144.degrees latitude (g = 980.6199 gals.).
 FH0144
 FH0144.The modeled gravity was interpolated from observed gravity values.
 FH0144
 FH0144;                    North         East    Units  Estimated Accuracy
 FH0144;SPC AR N     -   124,820.      185,670.      MT  (+/- 180 meters Scaled)
 FH0144
 FH0144                          SUPERSEDED SURVEY CONTROL
 FH0144
 FH0144  NGVD 29 (??/??/92)  126.301  (m)          414.37   (f) ADJ UNCH    1 2
 FH0144
 FH0144.Superseded values are not recommended for survey control.
 FH0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0144.See file dsdata.txt to determine how the superseded data were derived.
 FH0144
 FH0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV764221(NAD 83)
 FH0144_MARKER: Q = CHISELED SQUARE
 FH0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0144_SP_SET: STONE ABUTMENT
 FH0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0144
 FH0144  HISTORY     - Date     Condition        Report By
 FH0144  HISTORY     - UNK      MONUMENTED       CGS
 FH0144  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0144  HISTORY     - 19891101 MARK NOT FOUND   NGS
 FH0144
 FH0144                          STATION DESCRIPTION
 FH0144
 FH0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0144'AT VAN BUREN.
 FH0144'AT VAN BUREN, CRAWFORD COUNTY, ON THE ST. LOUIS-SAN FRANCSICO
 FH0144'RAILWAY, AT BRIDGE 410.6 OVER ARKANSAS RIVER, ON THE NORTH SIDE
 FH0144'OF THE RIVER, EAST OF THE TRACK, AND ON THE TOP OF THE STONE
 FH0144'ABUTMENT.  THE BOTTOM OF A CHISELED SQUARE, SURROUNDED BY THE
 FH0144'LETTERS USBM.
 FH0144
 FH0144                          STATION RECOVERY (1989)
 FH0144
 FH0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0167 ***********************************************************************
 FH0167  DESIGNATION -  XXXVI
 FH0167  PID         -  FH0167
 FH0167  STATE/COUNTY-  AR/CRAWFORD
 FH0167  USGS QUAD   -  ALMA (1987)
 FH0167
 FH0167                         *CURRENT SURVEY CONTROL
 FH0167  ___________________________________________________________________
 FH0167* NAD 83(1986)-  35 28 35.     (N)    094 13 19.     (W)     SCALED    
 FH0167* NAVD 88     -       132.758  (meters)     435.56   (feet)  ADJUSTED  
 FH0167  ___________________________________________________________________
 FH0167  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FH0167  DYNAMIC HT  -         132.634 (meters)     435.15  (feet)  COMP
 FH0167  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 FH0167
 FH0167  VERT ORDER  -  FIRST     CLASS II
 FH0167
 FH0167.The horizontal coordinates were scaled from a topographic map and have
 FH0167.an estimated accuracy of +/- 6 seconds.
 FH0167
 FH0167.The orthometric height was determined by differential leveling
 FH0167.and adjusted by the National Geodetic Survey in June 1991..
 FH0167
 FH0167.The geoid height was determined by GEOID03.
 FH0167
 FH0167.The dynamic height is computed by dividing the NAVD 88
 FH0167.geopotential number by the normal gravity value computed on the
 FH0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0167.degrees latitude (g = 980.6199 gals.).
 FH0167
 FH0167.The modeled gravity was interpolated from observed gravity values.
 FH0167
 FH0167;                    North         East    Units  Estimated Accuracy
 FH0167;SPC AR N     -   129,090.      198,380.      MT  (+/- 180 meters Scaled)
 FH0167
 FH0167                          SUPERSEDED SURVEY CONTROL
 FH0167
 FH0167  NGVD 29 (??/??/92)  132.681  (m)          435.30   (f) ADJ UNCH    1 2
 FH0167
 FH0167.Superseded values are not recommended for survey control.
 FH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0167.See file dsdata.txt to determine how the superseded data were derived.
 FH0167
 FH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV891265(NAD 83)
 FH0167_MARKER: Z = SEE DESCRIPTION
 FH0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0167_SP_SET: BUILDING
 FH0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0167
 FH0167  HISTORY     - Date     Condition        Report By
 FH0167  HISTORY     - UNK      MONUMENTED       CGS
 FH0167  HISTORY     - 1932     GOOD             NGS
 FH0167  HISTORY     - 1967     MARK NOT FOUND   USGS
 FH0167
 FH0167                          STATION DESCRIPTION
 FH0167
 FH0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FH0167'AT ALMA.
 FH0167'AT ALMA, CRAWFORD COUNTY, DIRECTLY SOUTH OF THE MISSOURI PACIFIC
 FH0167'RAILROAD STATION, IN THE NORTH WALL OF A BRICK STORE OWNED IN
 FH0167'1893 BY L.C. LOCKE, IN THE SEVENTEENTH COURSE FROM THE FOUNDATION,
 FH0167'AND IN THE FIFTH BRICK FROM THE NORTHEAST CORNER.  THE CENTER OF
 FH0167'A HOLE IN THE BRICK, FORMERLY HOLDING A COPPER BOLT.
 FH0167
 FH0167                          STATION RECOVERY (1967)
 FH0167
 FH0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0159 ***********************************************************************
 FH0159  DESIGNATION -  XXXVIII
 FH0159  PID         -  FH0159
 FH0159  STATE/COUNTY-  AR/CRAWFORD
 FH0159  USGS QUAD   -  VAN BUREN (1997)
 FH0159
 FH0159                         *CURRENT SURVEY CONTROL
 FH0159  ___________________________________________________________________
 FH0159* NAD 83(1986)-  35 26 01.     (N)    094 21 22.     (W)     SCALED    
 FH0159* NAVD 88     -       126.381  (meters)     414.63   (feet)  ADJUSTED  
 FH0159  ___________________________________________________________________
 FH0159  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FH0159  DYNAMIC HT  -         126.262 (meters)     414.24  (feet)  COMP
 FH0159  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FH0159
 FH0159  VERT ORDER  -  FIRST     CLASS II
 FH0159
 FH0159.The horizontal coordinates were scaled from a topographic map and have
 FH0159.an estimated accuracy of +/- 6 seconds.
 FH0159
 FH0159.The orthometric height was determined by differential leveling
 FH0159.and adjusted by the National Geodetic Survey in June 1991..
 FH0159
 FH0159.The geoid height was determined by GEOID03.
 FH0159
 FH0159.The dynamic height is computed by dividing the NAVD 88
 FH0159.geopotential number by the normal gravity value computed on the
 FH0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0159.degrees latitude (g = 980.6199 gals.).
 FH0159
 FH0159.The modeled gravity was interpolated from observed gravity values.
 FH0159
 FH0159;                    North         East    Units  Estimated Accuracy
 FH0159;SPC AR N     -   124,630.      186,090.      MT  (+/- 180 meters Scaled)
 FH0159
 FH0159                          SUPERSEDED SURVEY CONTROL
 FH0159
 FH0159  NGVD 29 (??/??/92)  126.292  (m)          414.34   (f) ADJ UNCH    1 2
 FH0159
 FH0159.Superseded values are not recommended for survey control.
 FH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0159.See file dsdata.txt to determine how the superseded data were derived.
 FH0159
 FH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV769219(NAD 83)
 FH0159_MARKER: B = BOLT
 FH0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0159_SP_SET: BUILDING
 FH0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0159
 FH0159  HISTORY     - Date     Condition        Report By
 FH0159  HISTORY     - UNK      MONUMENTED       CGS
 FH0159  HISTORY     - 1932     GOOD             NGS
 FH0159  HISTORY     - 1959     MARK NOT FOUND   NGS
 FH0159  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FH0159  HISTORY     - 19891101 MARK NOT FOUND   NGS
 FH0159
 FH0159                          STATION DESCRIPTION
 FH0159
 FH0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FH0159'AT VAN BUREN.
 FH0159'AT VAN BUREN, CRAWFORD COUNTY, AT THE INTERSECTION OF NORTH
 FH0159'THIRD AND MAIN STREETS, IN THE WEST WALL OF THE BRICK COURTHOUSE,
 FH0159'IN THE SECOND COURSE FROM THE FOUNDATION, AND IN THE SECOND BRICK
 FH0159'FROM THE SOUTH CORNER OF THE BUILDING.  THE CENTER OF A CROSS
 FH0159'IN THE END OF A COPPER BOLT LEADED IN THE BRICK.  NOTE-- THE
 FH0159'COURT HOUSE HAS BEEN PAINTED WHITE AND THE END OF THE COPPER
 FH0159'BOLT MAY HAVE BEEN COVERED WITH PAINT.
 FH0159
 FH0159                          STATION RECOVERY (1959)
 FH0159
 FH0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0159'MARK NOT FOUND.
 FH0159
 FH0159                          STATION RECOVERY (1987)
 FH0159
 FH0159'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0159'MARK NOT FOUND.
 FH0159
 FH0159                          STATION RECOVERY (1989)
 FH0159
 FH0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0474 ***********************************************************************
 GE0474  DESIGNATION -  Y 1
 GE0474  PID         -  GE0474
 GE0474  STATE/COUNTY-  AR/LAWRENCE
 GE0474  USGS QUAD   -  RAVENDEN (1981)
 GE0474
 GE0474                         *CURRENT SURVEY CONTROL
 GE0474  ___________________________________________________________________
 GE0474* NAD 83(1986)-  36 14 22.     (N)    091 16 36.     (W)     SCALED    
 GE0474* NAVD 88     -        91.490  (meters)     300.16   (feet)  ADJUSTED  
 GE0474  ___________________________________________________________________
 GE0474  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GE0474  DYNAMIC HT  -          91.414 (meters)     299.91  (feet)  COMP
 GE0474  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GE0474
 GE0474  VERT ORDER  -  FIRST     CLASS II
 GE0474
 GE0474.The horizontal coordinates were scaled from a topographic map and have
 GE0474.an estimated accuracy of +/- 6 seconds.
 GE0474
 GE0474.The orthometric height was determined by differential leveling
 GE0474.and adjusted by the National Geodetic Survey in June 1991..
 GE0474
 GE0474.The geoid height was determined by GEOID03.
 GE0474
 GE0474.The dynamic height is computed by dividing the NAVD 88
 GE0474.geopotential number by the normal gravity value computed on the
 GE0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0474.degrees latitude (g = 980.6199 gals.).
 GE0474
 GE0474.The modeled gravity was interpolated from observed gravity values.
 GE0474
 GE0474;                    North         East    Units  Estimated Accuracy
 GE0474;SPC AR N     -   211,710.      465,020.      MT  (+/- 180 meters Scaled)
 GE0474
 GE0474                          SUPERSEDED SURVEY CONTROL
 GE0474
 GE0474  NGVD 29 (??/??/92)   91.391  (m)          299.84   (f) ADJ UNCH    1 2
 GE0474
 GE0474.Superseded values are not recommended for survey control.
 GE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0474.See file dsdata.txt to determine how the superseded data were derived.
 GE0474
 GE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA548118(NAD 83)
 GE0474_MARKER: DB = BENCH MARK DISK
 GE0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0474_SP_SET: CULVERT
 GE0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0474
 GE0474  HISTORY     - Date     Condition        Report By
 GE0474  HISTORY     - UNK      MONUMENTED       CGS
 GE0474  HISTORY     - 1928     GOOD             NGS
 GE0474  HISTORY     - 1944     GOOD             NGS
 GE0474
 GE0474                          STATION DESCRIPTION
 GE0474
 GE0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GE0474'1.7 MI W FROM RAVENDEN.
 GE0474'1.7 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0474'THE STATION AT RAVENDEN, BETWEEN POLES 373/19 AND 373/20, AT A
 GE0474'SMALL CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH
 GE0474'HEADWALL, AND 6 FEET BELOW THE TOP OF THE RAIL.
 GE0474
 GE0474                          STATION RECOVERY (1944)
 GE0474
 GE0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0286 ***********************************************************************
 EJ0286  DESIGNATION -  Y 10
 EJ0286  PID         -  EJ0286
 EJ0286  STATE/COUNTY-  AR/PULASKI
 EJ0286  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0286
 EJ0286                         *CURRENT SURVEY CONTROL
 EJ0286  ___________________________________________________________________
 EJ0286* NAD 83(1986)-  34 45 29.     (N)    092 19 35.     (W)     SCALED    
 EJ0286* NAVD 88     -       140.243  (meters)     460.11   (feet)  ADJUSTED  
 EJ0286  ___________________________________________________________________
 EJ0286  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EJ0286  DYNAMIC HT  -         140.112 (meters)     459.68  (feet)  COMP
 EJ0286  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 EJ0286
 EJ0286  VERT ORDER  -  FIRST     CLASS II
 EJ0286
 EJ0286.The horizontal coordinates were scaled from a topographic map and have
 EJ0286.an estimated accuracy of +/- 6 seconds.
 EJ0286
 EJ0286.The orthometric height was determined by differential leveling
 EJ0286.and adjusted by the National Geodetic Survey in June 1991..
 EJ0286
 EJ0286.The geoid height was determined by GEOID03.
 EJ0286
 EJ0286.The dynamic height is computed by dividing the NAVD 88
 EJ0286.geopotential number by the normal gravity value computed on the
 EJ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0286.degrees latitude (g = 980.6199 gals.).
 EJ0286
 EJ0286.The modeled gravity was interpolated from observed gravity values.
 EJ0286
 EJ0286;                    North         East    Units  Estimated Accuracy
 EJ0286;SPC AR S     -   632,020.      370,120.      MT  (+/- 180 meters Scaled)
 EJ0286
 EJ0286                          SUPERSEDED SURVEY CONTROL
 EJ0286
 EJ0286  NGVD 29 (??/??/92)  140.291  (m)          460.27   (f) ADJ UNCH    1 2
 EJ0286
 EJ0286.Superseded values are not recommended for survey control.
 EJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0286.See file dsdata.txt to determine how the superseded data were derived.
 EJ0286
 EJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU616464(NAD 83)
 EJ0286_MARKER: DB = BENCH MARK DISK
 EJ0286_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EJ0286_STAMPING: 460.271 Y 10 1932
 EJ0286_MARK LOGO: CGS   
 EJ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0286+STABILITY: SURFACE MOTION
 EJ0286
 EJ0286  HISTORY     - Date     Condition        Report By
 EJ0286  HISTORY     - 1932     MONUMENTED       CGS
 EJ0286  HISTORY     - 1944     GOOD             NGS
 EJ0286  HISTORY     - 1984     GOOD             NGS
 EJ0286  HISTORY     - 1987     GOOD             USPSQD
 EJ0286  HISTORY     - 1988     GOOD             USPSQD
 EJ0286  HISTORY     - 1989     GOOD             USPSQD
 EJ0286
 EJ0286                          STATION DESCRIPTION
 EJ0286
 EJ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EJ0286'IN LITTLE ROCK.
 EJ0286'AT LITTLE ROCK, PULASKI COUNTY, AT 2917 PROSPECT AVENUE, IN THE NORTH
 EJ0286'WALL OF THE COUNTRY CLUB GROCERY STORE, 1 FOOT WEST OF THE EAST END,
 EJ0286'AND 2-1/2 FEET HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED
 EJ0286'460.271 Y 10 1932 AND SET VERTICALLY.
 EJ0286
 EJ0286                          STATION RECOVERY (1984)
 EJ0286
 EJ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0286'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.  NOTE,
 EJ0286'DELETE PROSPECT AVENUE, ADD KAVANUGH BOULEVARD.  NOTE, THE BUILDING IS
 EJ0286'NOW A U.S. POST OFFICE (HILLCREST STATION).
 EJ0286
 EJ0286                          STATION RECOVERY (1987)
 EJ0286
 EJ0286'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EJ0286'RECOVERED IN GOOD CONDITION.
 EJ0286
 EJ0286                          STATION RECOVERY (1988)
 EJ0286
 EJ0286'RECOVERY NOTE BY US POWER SQUADRON 1988 (RRB)
 EJ0286'RECOVERED IN GOOD CONDITION.
 EJ0286
 EJ0286                          STATION RECOVERY (1989)
 EJ0286
 EJ0286'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1136 ***********************************************************************
 FG1136  DESIGNATION -  Y 101
 FG1136  PID         -  FG1136
 FG1136  STATE/COUNTY-  AR/YELL
 FG1136  USGS QUAD   -  HOLLA BEND (1993)
 FG1136
 FG1136                         *CURRENT SURVEY CONTROL
 FG1136  ___________________________________________________________________
 FG1136* NAD 83(1986)-  35 07 43.     (N)    093 05 41.     (W)     SCALED    
 FG1136* NAVD 88     -        95.976  (meters)     314.88   (feet)  ADJUSTED  
 FG1136  ___________________________________________________________________
 FG1136  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FG1136  DYNAMIC HT  -          95.884 (meters)     314.58  (feet)  COMP
 FG1136  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 FG1136
 FG1136  VERT ORDER  -  SECOND    CLASS 0
 FG1136
 FG1136.The horizontal coordinates were scaled from a topographic map and have
 FG1136.an estimated accuracy of +/- 6 seconds.
 FG1136
 FG1136.The orthometric height was determined by differential leveling
 FG1136.and adjusted by the National Geodetic Survey in June 1991..
 FG1136
 FG1136.The geoid height was determined by GEOID03.
 FG1136
 FG1136.The dynamic height is computed by dividing the NAVD 88
 FG1136.geopotential number by the normal gravity value computed on the
 FG1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1136.degrees latitude (g = 980.6199 gals.).
 FG1136
 FG1136.The modeled gravity was interpolated from observed gravity values.
 FG1136
 FG1136;                    North         East    Units  Estimated Accuracy
 FG1136;SPC AR N     -    88,780.      300,230.      MT  (+/- 180 meters Scaled)
 FG1136
 FG1136                          SUPERSEDED SURVEY CONTROL
 FG1136
 FG1136  NGVD 29 (??/??/92)   95.974  (m)          314.87   (f) ADJ UNCH    2 0
 FG1136
 FG1136.Superseded values are not recommended for survey control.
 FG1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1136.See file dsdata.txt to determine how the superseded data were derived.
 FG1136
 FG1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU913873(NAD 83)
 FG1136_MARKER: DB = BENCH MARK DISK
 FG1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1136_STAMPING: Y 101 1935
 FG1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1136+STABILITY: SURFACE MOTION
 FG1136
 FG1136  HISTORY     - Date     Condition        Report By
 FG1136  HISTORY     - 1935     MONUMENTED       CGS
 FG1136  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG1136
 FG1136                          STATION DESCRIPTION
 FG1136
 FG1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1136'4.2 MI S FROM DARDANELLE.
 FG1136'4.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE FORT SMITH, SUBIACO AND
 FG1136'ROCK ISLAND RAILROAD STATION AT DARDANELLE, THENCE 6.7 MILES EAST
 FG1136'ALONG RIVER ROAD TO REID FERRY, 7.6 MILES SOUTHWEST OF THE SOUTH
 FG1136'LANDING OF REID FERRY, 1.5 MILES NORTHWEST OF THE NEELY STORE, 190
 FG1136'FEET WEST OF THE NORTHWEST CORNER OF A FRAME BARN, 150 FEET EAST OF A
 FG1136'42-INCH ELM TREE, 55 FEET EAST OF THE NORTHEAST CORNER OF A FRAME
 FG1136'HOUSE, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 7.5 FEET SOUTH
 FG1136'OF THE NORTHWEST CORNER OF A BARN-LOT FENCE.  A STANDARD DISK, STAMPED
 FG1136'Y 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG1136
 FG1136                          STATION RECOVERY (1972)
 FG1136
 FG1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FG1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1073 ***********************************************************************
 EJ1073  DESIGNATION -  Y 102
 EJ1073  PID         -  EJ1073
 EJ1073  STATE/COUNTY-  AR/PERRY
 EJ1073  USGS QUAD   -  NIMROD (1968)
 EJ1073
 EJ1073                         *CURRENT SURVEY CONTROL
 EJ1073  ___________________________________________________________________
 EJ1073* NAD 83(1986)-  34 53 45.     (N)    093 07 03.     (W)     SCALED    
 EJ1073* NAVD 88     -       278.058  (meters)     912.26   (feet)  ADJUSTED  
 EJ1073  ___________________________________________________________________
 EJ1073  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 EJ1073  DYNAMIC HT  -         277.785 (meters)     911.37  (feet)  COMP
 EJ1073  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 EJ1073
 EJ1073  VERT ORDER  -  SECOND    CLASS 0
 EJ1073
 EJ1073.The horizontal coordinates were scaled from a topographic map and have
 EJ1073.an estimated accuracy of +/- 6 seconds.
 EJ1073
 EJ1073.The orthometric height was determined by differential leveling
 EJ1073.and adjusted by the National Geodetic Survey in June 1991..
 EJ1073
 EJ1073.The geoid height was determined by GEOID03.
 EJ1073
 EJ1073.The dynamic height is computed by dividing the NAVD 88
 EJ1073.geopotential number by the normal gravity value computed on the
 EJ1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1073.degrees latitude (g = 980.6199 gals.).
 EJ1073
 EJ1073.The modeled gravity was interpolated from observed gravity values.
 EJ1073
 EJ1073;                    North         East    Units  Estimated Accuracy
 EJ1073;SPC AR N     -    62,990.      297,860.      MT  (+/- 180 meters Scaled)
 EJ1073
 EJ1073                          SUPERSEDED SURVEY CONTROL
 EJ1073
 EJ1073  NGVD 29 (??/??/92)  278.031  (m)          912.17   (f) ADJ UNCH    2 0
 EJ1073
 EJ1073.Superseded values are not recommended for survey control.
 EJ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1073.See file dsdata.txt to determine how the superseded data were derived.
 EJ1073
 EJ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU892614(NAD 83)
 EJ1073_MARKER: DB = BENCH MARK DISK
 EJ1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1073_STAMPING: Y 102 1935
 EJ1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1073+STABILITY: SURFACE MOTION
 EJ1073
 EJ1073  HISTORY     - Date     Condition        Report By
 EJ1073  HISTORY     - 1935     MONUMENTED       CGS
 EJ1073  HISTORY     - 1965     MARK NOT FOUND   NGS
 EJ1073
 EJ1073                          STATION DESCRIPTION
 EJ1073
 EJ1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ1073'3.0 MI N FROM HOLLIS.
 EJ1073'3.0 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE STEEL BRIDGE OVER SOUTH
 EJ1073'FOURCHE LA FAVE RIVER AT HOLLIS, PERRY COUNTY, AT THE INTERSECTION OF
 EJ1073'THE ROAD LEADING NORTHEAST TO ROCKY CROSSING, 150 FEET NORTH OF THE
 EJ1073'CENTER LINE OF A ROAD OVER THE MOUNTAIN, 43.7 FEET WEST OF THE CENTER
 EJ1073'LINE OF THE HIGHWAY, AND 9.7 FEET EAST OF A 30-INCH PINE TREE. A
 EJ1073'STANDARD DISK, STAMPED Y 102 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1073'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1089 ***********************************************************************
 EJ1089  DESIGNATION -  Y 103
 EJ1089  PID         -  EJ1089
 EJ1089  STATE/COUNTY-  AR/YELL
 EJ1089  USGS QUAD   -  PLAINVIEW (1968)
 EJ1089
 EJ1089                         *CURRENT SURVEY CONTROL
 EJ1089  ___________________________________________________________________
 EJ1089* NAD 83(1986)-  34 54 15.     (N)    093 20 12.     (W)     SCALED    
 EJ1089* NAVD 88     -       333.849  (meters)    1095.30   (feet)  ADJUSTED  
 EJ1089  ___________________________________________________________________
 EJ1089  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EJ1089  DYNAMIC HT  -         333.520 (meters)    1094.22  (feet)  COMP
 EJ1089  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 EJ1089
 EJ1089  VERT ORDER  -  SECOND    CLASS 0
 EJ1089
 EJ1089.The horizontal coordinates were scaled from a topographic map and have
 EJ1089.an estimated accuracy of +/- 6 seconds.
 EJ1089
 EJ1089.The orthometric height was determined by differential leveling
 EJ1089.and adjusted by the National Geodetic Survey in June 1991..
 EJ1089
 EJ1089.The geoid height was determined by GEOID03.
 EJ1089
 EJ1089.The dynamic height is computed by dividing the NAVD 88
 EJ1089.geopotential number by the normal gravity value computed on the
 EJ1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1089.degrees latitude (g = 980.6199 gals.).
 EJ1089
 EJ1089.The modeled gravity was interpolated from observed gravity values.
 EJ1089
 EJ1089;                    North         East    Units  Estimated Accuracy
 EJ1089;SPC AR N     -    64,160.      277,840.      MT  (+/- 180 meters Scaled)
 EJ1089
 EJ1089                          SUPERSEDED SURVEY CONTROL
 EJ1089
 EJ1089  NGVD 29 (??/??/92)  333.810  (m)         1095.17   (f) ADJ UNCH    2 0
 EJ1089
 EJ1089.Superseded values are not recommended for survey control.
 EJ1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1089.See file dsdata.txt to determine how the superseded data were derived.
 EJ1089
 EJ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU692624(NAD 83)
 EJ1089_MARKER: DB = BENCH MARK DISK
 EJ1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1089_STAMPING: Y 103 1935
 EJ1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1089+STABILITY: SURFACE MOTION
 EJ1089
 EJ1089  HISTORY     - Date     Condition        Report By
 EJ1089  HISTORY     - 1935     MONUMENTED       CGS
 EJ1089
 EJ1089                          STATION DESCRIPTION
 EJ1089
 EJ1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1089'3.9 MI N FROM STEVE.
 EJ1089'3.9 MILES NORTH ALONG THE PLAINVIEW ROAD FROM THE J.B. YATES FARMHOUSE
 EJ1089'AT STEVE, YELL COUNTY, 0.3 MILE WEST OF THE SUMMIT OF FOURCHE
 EJ1089'MOUNTAIN, 60 FEET SOUTHEAST OF A WOODEN BRIDGE, 36 FEET SOUTHWEST OF
 EJ1089'THE CENTER LINE OF THE ROAD, AT A SHARP CURVE, AND 4.3 FEET NORTH OF A
 EJ1089'12-INCH BLAZED PINE TREE.  A STANDARD DISK, STAMPED Y 103 1935 AND SET
 EJ1089'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1016 ***********************************************************************
 EJ1016  DESIGNATION -  Y 104
 EJ1016  PID         -  EJ1016
 EJ1016  STATE/COUNTY-  AR/GARLAND
 EJ1016  USGS QUAD   -  HAMILTON (1975)
 EJ1016
 EJ1016                         *CURRENT SURVEY CONTROL
 EJ1016  ___________________________________________________________________
 EJ1016* NAD 83(1986)-  34 40 14.     (N)    093 08 10.     (W)     SCALED    
 EJ1016* NAVD 88     -       205.537  (meters)     674.33   (feet)  ADJUSTED  
 EJ1016  ___________________________________________________________________
 EJ1016  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EJ1016  DYNAMIC HT  -         205.334 (meters)     673.67  (feet)  COMP
 EJ1016  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 EJ1016
 EJ1016  VERT ORDER  -  SECOND    CLASS 0
 EJ1016
 EJ1016.The horizontal coordinates were scaled from a topographic map and have
 EJ1016.an estimated accuracy of +/- 6 seconds.
 EJ1016
 EJ1016.The orthometric height was determined by differential leveling
 EJ1016.and adjusted by the National Geodetic Survey in June 1991..
 EJ1016
 EJ1016.The geoid height was determined by GEOID03.
 EJ1016
 EJ1016.The dynamic height is computed by dividing the NAVD 88
 EJ1016.geopotential number by the normal gravity value computed on the
 EJ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1016.degrees latitude (g = 980.6199 gals.).
 EJ1016
 EJ1016.The modeled gravity was interpolated from observed gravity values.
 EJ1016
 EJ1016;                    North         East    Units  Estimated Accuracy
 EJ1016;SPC AR S     -   622,840.      295,880.      MT  (+/- 180 meters Scaled)
 EJ1016
 EJ1016                          SUPERSEDED SURVEY CONTROL
 EJ1016
 EJ1016  NGVD 29 (??/??/92)  205.521  (m)          674.28   (f) ADJ UNCH    2 0
 EJ1016
 EJ1016.Superseded values are not recommended for survey control.
 EJ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1016.See file dsdata.txt to determine how the superseded data were derived.
 EJ1016
 EJ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU875365(NAD 83)
 EJ1016_MARKER: DB = BENCH MARK DISK
 EJ1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1016_STAMPING: Y 104 1935
 EJ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1016+STABILITY: SURFACE MOTION
 EJ1016
 EJ1016  HISTORY     - Date     Condition        Report By
 EJ1016  HISTORY     - 1935     MONUMENTED       CGS
 EJ1016  HISTORY     - 1939     GOOD             NGS
 EJ1016  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1016
 EJ1016                          STATION DESCRIPTION
 EJ1016
 EJ1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1016'4.2 MI W FROM BLUE SPRINGS.
 EJ1016'4.2 MILES WEST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE ABANDONED
 EJ1016'SCHOOL AT BLUE SPRINGS, GARLAND COUNTY, 0.5 MILE EAST OF A FARMHOUSE,
 EJ1016'175 FEET SOUTH OF A WOODEN RAILROAD TRESTLE, 150 FEET WEST OF A FORD
 EJ1016'ACROSS A SMALL BRANCH, AT THE BOTTOM OF A HILL, 28.3 FEET SOUTH OF THE
 EJ1016'CENTER LINE OF THE ROAD, AND 20.4 FEET NORTHWEST OF A LONE FORKED
 EJ1016'12-INCH CEDAR TREE.  A STANDARD DISK, STAMPED Y 104 1935 AND SET IN
 EJ1016'THE TOP OF A CONCRETE POST.
 EJ1016
 EJ1016                          STATION RECOVERY (1998)
 EJ1016
 EJ1016'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0823 ***********************************************************************
 EJ0823  DESIGNATION -  Y 105
 EJ0823  PID         -  EJ0823
 EJ0823  STATE/COUNTY-  AR/SALINE
 EJ0823  USGS QUAD   -  LONSDALE (1984)
 EJ0823
 EJ0823                         *CURRENT SURVEY CONTROL
 EJ0823  ___________________________________________________________________
 EJ0823* NAD 83(1986)-  34 37 00.     (N)    092 50 22.     (W)     SCALED    
 EJ0823* NAVD 88     -       168.522  (meters)     552.89   (feet)  ADJUSTED  
 EJ0823  ___________________________________________________________________
 EJ0823  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ0823  DYNAMIC HT  -         168.361 (meters)     552.36  (feet)  COMP
 EJ0823  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 EJ0823
 EJ0823  VERT ORDER  -  SECOND    CLASS 0
 EJ0823
 EJ0823.The horizontal coordinates were scaled from a topographic map and have
 EJ0823.an estimated accuracy of +/- 6 seconds.
 EJ0823
 EJ0823.The orthometric height was determined by differential leveling
 EJ0823.and adjusted by the National Geodetic Survey in June 1991..
 EJ0823
 EJ0823.The geoid height was determined by GEOID03.
 EJ0823
 EJ0823.The dynamic height is computed by dividing the NAVD 88
 EJ0823.geopotential number by the normal gravity value computed on the
 EJ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0823.degrees latitude (g = 980.6199 gals.).
 EJ0823
 EJ0823.The modeled gravity was interpolated from observed gravity values.
 EJ0823
 EJ0823;                    North         East    Units  Estimated Accuracy
 EJ0823;SPC AR S     -   616,600.      323,020.      MT  (+/- 180 meters Scaled)
 EJ0823
 EJ0823                          SUPERSEDED SURVEY CONTROL
 EJ0823
 EJ0823  NGVD 29 (??/??/92)  168.527  (m)          552.91   (f) ADJ UNCH    2 0
 EJ0823
 EJ0823.Superseded values are not recommended for survey control.
 EJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0823.See file dsdata.txt to determine how the superseded data were derived.
 EJ0823
 EJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU147305(NAD 83)
 EJ0823_MARKER: DB = BENCH MARK DISK
 EJ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0823_STAMPING: Y 105 1935
 EJ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0823+STABILITY: SURFACE MOTION
 EJ0823
 EJ0823  HISTORY     - Date     Condition        Report By
 EJ0823  HISTORY     - 1935     MONUMENTED       CGS
 EJ0823
 EJ0823                          STATION DESCRIPTION
 EJ0823
 EJ0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0823'16.2 MI NE FROM HOT SPRINGS.
 EJ0823'IN SALINE COUNTY, 16.2 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE
 EJ0823'HOKE SMITH MONUMENT AT HOT SPRINGS, GARLAND COUNTY, 225 FEET EAST OF A
 EJ0823'ROAD LEADING NORTH AT THE SUMMIT OF A HILL, 210 FEET WEST OF A
 EJ0823'CONCRETE CULVERT, 150 FEET EAST OF A FRAME FARMHOUSE, 35.8 FEET NORTH
 EJ0823'OF THE CENTER LINE OF THE HIGHWAY, AND 2.4 FEET SOUTH OF A FENCE
 EJ0823'CORNER.  A STANDARD DISK, STAMPED Y 105 1935 AND SET IN THE TOP OF A
 EJ0823'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0768 ***********************************************************************
 FG0768  DESIGNATION -  Y 106
 FG0768  PID         -  FG0768
 FG0768  STATE/COUNTY-  AR/POPE
 FG0768  USGS QUAD   -  SAND GAP (1980)
 FG0768
 FG0768                         *CURRENT SURVEY CONTROL
 FG0768  ___________________________________________________________________
 FG0768* NAD 83(1986)-  35 38 54.     (N)    093 00 23.     (W)     SCALED    
 FG0768* NAVD 88     -       274.010  (meters)     898.98   (feet)  ADJUSTED  
 FG0768  ___________________________________________________________________
 FG0768  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0768  DYNAMIC HT  -         273.737 (meters)     898.09  (feet)  COMP
 FG0768  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 FG0768
 FG0768  VERT ORDER  -  SECOND    CLASS 0
 FG0768
 FG0768.The horizontal coordinates were scaled from a topographic map and have
 FG0768.an estimated accuracy of +/- 6 seconds.
 FG0768
 FG0768.The orthometric height was determined by differential leveling
 FG0768.and adjusted by the National Geodetic Survey in June 1991..
 FG0768
 FG0768.The geoid height was determined by GEOID03.
 FG0768
 FG0768.The dynamic height is computed by dividing the NAVD 88
 FG0768.geopotential number by the normal gravity value computed on the
 FG0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0768.degrees latitude (g = 980.6199 gals.).
 FG0768
 FG0768.The modeled gravity was interpolated from observed gravity values.
 FG0768
 FG0768;                    North         East    Units  Estimated Accuracy
 FG0768;SPC AR N     -   146,350.      308,870.      MT  (+/- 180 meters Scaled)
 FG0768
 FG0768                          SUPERSEDED SURVEY CONTROL
 FG0768
 FG0768  NGVD 29 (??/??/92)  273.921  (m)          898.69   (f) ADJ UNCH    2 0
 FG0768
 FG0768.Superseded values are not recommended for survey control.
 FG0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0768.See file dsdata.txt to determine how the superseded data were derived.
 FG0768
 FG0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV994449(NAD 83)
 FG0768_MARKER: DB = BENCH MARK DISK
 FG0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0768_STAMPING: Y 106 1935
 FG0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0768+STABILITY: SURFACE MOTION
 FG0768
 FG0768  HISTORY     - Date     Condition        Report By
 FG0768  HISTORY     - 1935     MONUMENTED       CGS
 FG0768  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0768
 FG0768                          STATION DESCRIPTION
 FG0768
 FG0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0768'IN CAMP VICTOR.
 FG0768'AT CAMP VICTOR, POPE COUNTY, 94 FEET SOUTHEAST OF THE OIL HOUSE, 67
 FG0768'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 36 FEET NORTHWEST OF THE
 FG0768'WEST CORNER OF THE MESS HALL, 10 FEET NORTH OF POLE, 4 FEET NORTHEAST
 FG0768'OF A WEST FENCE CORNER, 7 FEET BELOW THE LEVEL OF THE ROAD, AND 1 FOOT
 FG0768'NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED Y 106 1935 AND SET IN
 FG0768'THE TOP OF A CONCRETE POST.
 FG0768
 FG0768                          STATION RECOVERY (1976)
 FG0768
 FG0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2123 ***********************************************************************
 EH2123  DESIGNATION -  Y 107
 EH2123  PID         -  EH2123
 EH2123  STATE/COUNTY-  AR/LONOKE
 EH2123  USGS QUAD   -  POCKET PRAIRIE (1982)
 EH2123
 EH2123                         *CURRENT SURVEY CONTROL
 EH2123  ___________________________________________________________________
 EH2123* NAD 83(1986)-  34 47 01.     (N)    091 51 31.     (W)     SCALED    
 EH2123* NAVD 88     -        68.996  (meters)     226.36   (feet)  ADJUSTED  
 EH2123  ___________________________________________________________________
 EH2123  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH2123  DYNAMIC HT  -          68.932 (meters)     226.15  (feet)  COMP
 EH2123  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 EH2123
 EH2123  VERT ORDER  -  FIRST     CLASS II
 EH2123
 EH2123.The horizontal coordinates were scaled from a topographic map and have
 EH2123.an estimated accuracy of +/- 6 seconds.
 EH2123
 EH2123.The orthometric height was determined by differential leveling
 EH2123.and adjusted by the National Geodetic Survey in June 1991..
 EH2123
 EH2123.The geoid height was determined by GEOID03.
 EH2123
 EH2123.The dynamic height is computed by dividing the NAVD 88
 EH2123.geopotential number by the normal gravity value computed on the
 EH2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2123.degrees latitude (g = 980.6199 gals.).
 EH2123
 EH2123.The modeled gravity was interpolated from observed gravity values.
 EH2123
 EH2123;                    North         East    Units  Estimated Accuracy
 EH2123;SPC AR S     -   634,810.      412,940.      MT  (+/- 180 meters Scaled)
 EH2123
 EH2123                          SUPERSEDED SURVEY CONTROL
 EH2123
 EH2123  NGVD 29 (??/??/??)   69.010  (m)          226.41   (f) ADJUSTED    1 2
 EH2123
 EH2123.Superseded values are not recommended for survey control.
 EH2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2123.See file dsdata.txt to determine how the superseded data were derived.
 EH2123
 EH2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU044496(NAD 83)
 EH2123_MARKER: DB = BENCH MARK DISK
 EH2123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2123_SP_SET: CULVERT
 EH2123_STAMPING: Y 107 1954
 EH2123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2123+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2123
 EH2123  HISTORY     - Date     Condition        Report By
 EH2123  HISTORY     - 1954     MONUMENTED       CGS
 EH2123  HISTORY     - 1967     GOOD             CGS
 EH2123  HISTORY     - 20030610 GOOD             USACE
 EH2123
 EH2123                          STATION DESCRIPTION
 EH2123
 EH2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EH2123'2.4 MI E FROM LONOKE.
 EH2123'IT IS 2.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2123'RAILROAD FROM THE STATION IN LONOKE, AT TRESTLE 109.2, 122 FEET SOUTH
 EH2123'OF THE SOUTH RAIL, 26 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70 AND
 EH2123'CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE SOUTH
 EH2123'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 EH2123
 EH2123                          STATION RECOVERY (2003)
 EH2123
 EH2123'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2194 ***********************************************************************
 EH2194  DESIGNATION -  Y 108
 EH2194  PID         -  EH2194
 EH2194  STATE/COUNTY-  AR/PRAIRIE
 EH2194  USGS QUAD   -  CARLISLE (1994)
 EH2194
 EH2194                         *CURRENT SURVEY CONTROL
 EH2194  ___________________________________________________________________
 EH2194* NAD 83(1986)-  34 45 52.     (N)    091 37 57.     (W)     SCALED    
 EH2194* NAVD 88     -        70.204  (meters)     230.33   (feet)  ADJUSTED  
 EH2194  ___________________________________________________________________
 EH2194  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2194  DYNAMIC HT  -          70.138 (meters)     230.11  (feet)  COMP
 EH2194  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 EH2194
 EH2194  VERT ORDER  -  FIRST     CLASS II
 EH2194
 EH2194.This mark is at Hazen Municipal Airport (6M0)
 EH2194
 EH2194.The horizontal coordinates were scaled from a topographic map and have
 EH2194.an estimated accuracy of +/- 6 seconds.
 EH2194
 EH2194.The orthometric height was determined by differential leveling
 EH2194.and adjusted by the National Geodetic Survey in June 1991..
 EH2194
 EH2194.The geoid height was determined by GEOID03.
 EH2194
 EH2194.The dynamic height is computed by dividing the NAVD 88
 EH2194.geopotential number by the normal gravity value computed on the
 EH2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2194.degrees latitude (g = 980.6199 gals.).
 EH2194
 EH2194.The modeled gravity was interpolated from observed gravity values.
 EH2194
 EH2194;                    North         East    Units  Estimated Accuracy
 EH2194;SPC AR S     -   632,740.      433,640.      MT  (+/- 180 meters Scaled)
 EH2194
 EH2194                          SUPERSEDED SURVEY CONTROL
 EH2194
 EH2194  NGVD 29 (??/??/??)   70.217  (m)          230.37   (f) ADJUSTED    1 2
 EH2194
 EH2194.Superseded values are not recommended for survey control.
 EH2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2194.See file dsdata.txt to determine how the superseded data were derived.
 EH2194
 EH2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU251477(NAD 83)
 EH2194_MARKER: DB = BENCH MARK DISK
 EH2194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2194_SP_SET: FOUNDATION
 EH2194_STAMPING: Y 108 1954
 EH2194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2194
 EH2194  HISTORY     - Date     Condition        Report By
 EH2194  HISTORY     - 1954     MONUMENTED       CGS
 EH2194  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH2194
 EH2194                          STATION DESCRIPTION
 EH2194
 EH2194'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EH2194'5.15 MI SW FROM HAZEN.
 EH2194'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2194'FROM THE STATION AT HAZEN, THENCE 1.15 MILES SOUTH ALONG A GRAVELED
 EH2194'ROAD, THENCE 0.5 MILE EAST ALONG THE NORTH SIDE OF THE HAZEN AIRPORT,
 EH2194'109 SOUTH OF AN EAST AND WEST FENCE, AT THE SOUTHWEST LEG OF THE
 EH2194'CONTROL TOWER, 0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 EH2194'SOUTHWEST CORNER OF THE FOUNDATION OF THE SOUTHWEST LEG OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2014 ***********************************************************************
 EH2014  DESIGNATION -  Y 109
 EH2014  PID         -  EH2014
 EH2014  STATE/COUNTY-  AR/PRAIRIE
 EH2014  USGS QUAD   -  DES ARC WEST (1994)
 EH2014
 EH2014                         *CURRENT SURVEY CONTROL
 EH2014  ___________________________________________________________________
 EH2014* NAD 83(1986)-  34 56 02.     (N)    091 33 49.     (W)     SCALED    
 EH2014* NAVD 88     -        63.312  (meters)     207.72   (feet)  ADJUSTED  
 EH2014  ___________________________________________________________________
 EH2014  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH2014  DYNAMIC HT  -          63.253 (meters)     207.52  (feet)  COMP
 EH2014  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 EH2014
 EH2014  VERT ORDER  -  FIRST     CLASS II
 EH2014
 EH2014.The horizontal coordinates were scaled from a topographic map and have
 EH2014.an estimated accuracy of +/- 6 seconds.
 EH2014
 EH2014.The orthometric height was determined by differential leveling
 EH2014.and adjusted by the National Geodetic Survey in June 1991..
 EH2014
 EH2014.The geoid height was determined by GEOID03.
 EH2014
 EH2014.The dynamic height is computed by dividing the NAVD 88
 EH2014.geopotential number by the normal gravity value computed on the
 EH2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2014.degrees latitude (g = 980.6199 gals.).
 EH2014
 EH2014.The modeled gravity was interpolated from observed gravity values.
 EH2014
 EH2014;                    North         East    Units  Estimated Accuracy
 EH2014;SPC AR S     -   651,560.      439,870.      MT  (+/- 180 meters Scaled)
 EH2014
 EH2014                          SUPERSEDED SURVEY CONTROL
 EH2014
 EH2014  NGVD 29 (??/??/??)   63.313  (m)          207.72   (f) ADJUSTED    1 2
 EH2014
 EH2014.Superseded values are not recommended for survey control.
 EH2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2014.See file dsdata.txt to determine how the superseded data were derived.
 EH2014
 EH2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311666(NAD 83)
 EH2014_MARKER: DD = SURVEY DISK
 EH2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2014_STAMPING: Y 109 1954
 EH2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2014+STABILITY: SURFACE MOTION
 EH2014
 EH2014  HISTORY     - Date     Condition        Report By
 EH2014  HISTORY     - 1954     MONUMENTED       CGS
 EH2014  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH2014
 EH2014                          STATION DESCRIPTION
 EH2014
 EH2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2014'7.0 MI SW FROM DES ARC.
 EH2014'3.9 MILES WEST ALONG STATE HIGHWAY 11 AND 38 FROM THE POST OFFICE AT
 EH2014'DES ARC, THENCE 3.1 MILES SOUTH ALONG STATE HIGHWAY 11, 122 FEET
 EH2014'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 45 FEET WEST OF THE
 EH2014'CENTER LINE OF THE HIGHWAY, 35 FEET SOUTHEAST OF A 24 INCH OAK TREE,
 EH2014'3.5 FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, 2.5
 EH2014'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EH2014'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EH2014
 EH2014                          STATION RECOVERY (2003)
 EH2014
 EH2014'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2034 ***********************************************************************
 EH2034  DESIGNATION -  Y 111 RESET
 EH2034  PID         -  EH2034
 EH2034  STATE/COUNTY-  AR/LONOKE
 EH2034  USGS QUAD   -  CARLISLE (1994)
 EH2034
 EH2034                         *CURRENT SURVEY CONTROL
 EH2034  ___________________________________________________________________
 EH2034* NAD 83(1986)-  34 49 07.     (N)    091 44 58.     (W)     SCALED    
 EH2034* NAVD 88     -        70.96   (meters)     232.8    (feet)  RESET     
 EH2034  ___________________________________________________________________
 EH2034  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2034
 EH2034  VERT ORDER  -  THIRD
 EH2034
 EH2034.The horizontal coordinates were scaled from a topographic map and have
 EH2034.an estimated accuracy of +/- 6 seconds.
 EH2034
 EH2034.The orthometric height was computed from unverified reset data.
 EH2034.No vertical observational check was made to the station.
 EH2034
 EH2034.The geoid height was determined by GEOID03.
 EH2034
 EH2034;                    North         East    Units  Estimated Accuracy
 EH2034;SPC AR S     -   638,720.      422,920.      MT  (+/- 180 meters Scaled)
 EH2034
 EH2034                          SUPERSEDED SURVEY CONTROL
 EH2034
 EH2034  NGVD 29 (??/??/??)   70.97   (m)          232.8    (f) RESET       3  
 EH2034
 EH2034.Superseded values are not recommended for survey control.
 EH2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2034.See file dsdata.txt to determine how the superseded data were derived.
 EH2034
 EH2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU143536(NAD 83)
 EH2034_MARKER: DB = BENCH MARK DISK
 EH2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2034_STAMPING: Y 111 RESET 1963
 EH2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2034+STABILITY: SURFACE MOTION
 EH2034
 EH2034  HISTORY     - Date     Condition        Report By
 EH2034  HISTORY     - 1963     MONUMENTED       CGS
 EH2034
 EH2034                          STATION DESCRIPTION
 EH2034
 EH2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EH2034'2.65 MI N FROM CARLISLE.
 EH2034'LOCATED 2.65 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK
 EH2034'ISLAND AND PACIFIC RAILROAD STATION AT CARLISLE, IN THE NORTHWEST
 EH2034'ANGLE OF THE JUNCTION OF A FARM ROAD LEADING WEST, 6 FEET EAST OF THE
 EH2034'EAST BANK OF AN IRRIGATION DITCH, 30 FEET NORTH OF THE CENTER OF THE
 EH2034'FARM ROAD, 51 FEET WEST OF THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF A
 EH2034'METAL WITNESS POST, AND 3 FEET SOUTH OF A TELEPHONE POLE, AND SET IN
 EH2034'THE TOP OF A 12-INCH ROUND CONCRETE POST, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1642 ***********************************************************************
 EH1642  DESIGNATION -  Y 112
 EH1642  PID         -  EH1642
 EH1642  STATE/COUNTY-  AR/ARKANSAS
 EH1642  USGS QUAD   -  LODGE CORNER (1968)
 EH1642
 EH1642                         *CURRENT SURVEY CONTROL
 EH1642  ___________________________________________________________________
 EH1642* NAD 83(1986)-  34 20 58.     (N)    091 32 05.     (W)     SCALED    
 EH1642* NAVD 88     -        58.543  (meters)     192.07   (feet)  ADJUSTED  
 EH1642  ___________________________________________________________________
 EH1642  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH1642  DYNAMIC HT  -          58.486 (meters)     191.88  (feet)  COMP
 EH1642  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EH1642
 EH1642  VERT ORDER  -  FIRST     CLASS II
 EH1642
 EH1642.The horizontal coordinates were scaled from a topographic map and have
 EH1642.an estimated accuracy of +/- 6 seconds.
 EH1642
 EH1642.The orthometric height was determined by differential leveling
 EH1642.and adjusted by the National Geodetic Survey in August 1993..
 EH1642
 EH1642.The geoid height was determined by GEOID03.
 EH1642
 EH1642.The dynamic height is computed by dividing the NAVD 88
 EH1642.geopotential number by the normal gravity value computed on the
 EH1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1642.degrees latitude (g = 980.6199 gals.).
 EH1642
 EH1642.The modeled gravity was interpolated from observed gravity values.
 EH1642
 EH1642;                    North         East    Units  Estimated Accuracy
 EH1642;SPC AR S     -   586,740.      442,810.      MT  (+/- 180 meters Scaled)
 EH1642
 EH1642                          SUPERSEDED SURVEY CONTROL
 EH1642
 EH1642  NAVD 88 (06/15/91)   58.589  (m)          192.22   (f) UNKNOWN     1 2
 EH1642  NGVD 29 (??/??/??)   58.602  (m)          192.26   (f) ADJUSTED    1 2
 EH1642
 EH1642.Superseded values are not recommended for survey control.
 EH1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1642.See file dsdata.txt to determine how the superseded data were derived.
 EH1642
 EH1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU347018(NAD 83)
 EH1642_MARKER: DB = BENCH MARK DISK
 EH1642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1642_SP_SET: CULVERT
 EH1642_STAMPING: Y 112 1954
 EH1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1642
 EH1642  HISTORY     - Date     Condition        Report By
 EH1642  HISTORY     - 1954     MONUMENTED       CGS
 EH1642  HISTORY     - 1981     GOOD             LOCSUR
 EH1642  HISTORY     - 20030619 MARK NOT FOUND   USACE
 EH1642
 EH1642                          STATION DESCRIPTION
 EH1642
 EH1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1642'3.9 MI N FROM LODGES CORNER.
 EH1642'3.9 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGES
 EH1642'CORNER, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 EH1642'OF THE NORTH END OF THE EAST HEADWALL OF A LARGE CONCRETE CULVERT.
 EH1642
 EH1642                          STATION RECOVERY (1981)
 EH1642
 EH1642'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH1642'RECOVERED IN GOOD CONDITION.
 EH1642
 EH1642                          STATION RECOVERY (2003)
 EH1642
 EH1642'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2356 ***********************************************************************
 EH2356  DESIGNATION -  Y 113
 EH2356  PID         -  EH2356
 EH2356  STATE/COUNTY-  AR/PRAIRIE
 EH2356  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2356
 EH2356                         *CURRENT SURVEY CONTROL
 EH2356  ___________________________________________________________________
 EH2356* NAD 83(1986)-  34 35 44.     (N)    091 33 23.     (W)     SCALED    
 EH2356* NAVD 88     -        66.893  (meters)     219.46   (feet)  ADJUSTED  
 EH2356  ___________________________________________________________________
 EH2356  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH2356  DYNAMIC HT  -          66.830 (meters)     219.26  (feet)  COMP
 EH2356  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 EH2356
 EH2356  VERT ORDER  -  FIRST     CLASS II
 EH2356
 EH2356.The horizontal coordinates were scaled from a topographic map and have
 EH2356.an estimated accuracy of +/- 6 seconds.
 EH2356
 EH2356.The orthometric height was determined by differential leveling
 EH2356.and adjusted by the National Geodetic Survey in June 1991..
 EH2356
 EH2356.The geoid height was determined by GEOID03.
 EH2356
 EH2356.The dynamic height is computed by dividing the NAVD 88
 EH2356.geopotential number by the normal gravity value computed on the
 EH2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2356.degrees latitude (g = 980.6199 gals.).
 EH2356
 EH2356.The modeled gravity was interpolated from observed gravity values.
 EH2356
 EH2356;                    North         East    Units  Estimated Accuracy
 EH2356;SPC AR S     -   614,030.      440,690.      MT  (+/- 180 meters Scaled)
 EH2356
 EH2356                          SUPERSEDED SURVEY CONTROL
 EH2356
 EH2356  NGVD 29 (??/??/??)   66.918  (m)          219.55   (f) ADJUSTED    1 2
 EH2356
 EH2356.Superseded values are not recommended for survey control.
 EH2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2356.See file dsdata.txt to determine how the superseded data were derived.
 EH2356
 EH2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU323291(NAD 83)
 EH2356_MARKER: DB = BENCH MARK DISK
 EH2356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2356_SP_SET: CULVERT
 EH2356_STAMPING: Y 113 1954
 EH2356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2356+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 EH2356
 EH2356  HISTORY     - Date     Condition        Report By
 EH2356  HISTORY     - 1954     MONUMENTED       CGS
 EH2356  HISTORY     - 20030612 GOOD             USACE
 EH2356
 EH2356                          STATION DESCRIPTION
 EH2356
 EH2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2356'6.8 MI N FROM STUTTGART.
 EH2356'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2356'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2356'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2356'ALONG STATE HIGHWAYS 11 AND 30, THENCE 4.0 MILES NORTH ALONG STATE
 EH2356'HIGHWAY 11, 132 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 EH2356'NORTH OF THE CENTER LINE OF A ROAD LEADING WEST TO THE STUTTGART
 EH2356'AIRPORT, SET IN THE TOP OF THE CENTER OF THE NORTH CONCRETE HEADWALL
 EH2356'OF A PIPE CULVERT.
 EH2356
 EH2356                          STATION RECOVERY (2003)
 EH2356
 EH2356'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1366 ***********************************************************************
 EH1366  DESIGNATION -  Y 114
 EH1366  PID         -  EH1366
 EH1366  STATE/COUNTY-  AR/ARKANSAS
 EH1366  USGS QUAD   -  ALMYRA (1968)
 EH1366
 EH1366                         *CURRENT SURVEY CONTROL
 EH1366  ___________________________________________________________________
 EH1366* NAD 83(1986)-  34 27 23.     (N)    091 29 40.     (W)     SCALED    
 EH1366* NAVD 88     -        63.443  (meters)     208.15   (feet)  ADJUSTED  
 EH1366  ___________________________________________________________________
 EH1366  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH1366  DYNAMIC HT  -          63.382 (meters)     207.95  (feet)  COMP
 EH1366  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 EH1366
 EH1366  VERT ORDER  -  FIRST     CLASS II
 EH1366
 EH1366.The horizontal coordinates were scaled from a topographic map and have
 EH1366.an estimated accuracy of +/- 6 seconds.
 EH1366
 EH1366.The orthometric height was determined by differential leveling
 EH1366.and adjusted by the National Geodetic Survey in August 1993..
 EH1366
 EH1366.The geoid height was determined by GEOID03.
 EH1366
 EH1366.The dynamic height is computed by dividing the NAVD 88
 EH1366.geopotential number by the normal gravity value computed on the
 EH1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1366.degrees latitude (g = 980.6199 gals.).
 EH1366
 EH1366.The modeled gravity was interpolated from observed gravity values.
 EH1366
 EH1366;                    North         East    Units  Estimated Accuracy
 EH1366;SPC AR S     -   598,620.      446,450.      MT  (+/- 180 meters Scaled)
 EH1366
 EH1366                          SUPERSEDED SURVEY CONTROL
 EH1366
 EH1366  NAVD 88 (06/15/91)   63.482  (m)          208.27   (f) UNKNOWN     1 2
 EH1366  NGVD 29 (??/??/??)   63.488  (m)          208.29   (f) ADJUSTED    1 2
 EH1366
 EH1366.Superseded values are not recommended for survey control.
 EH1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1366.See file dsdata.txt to determine how the superseded data were derived.
 EH1366
 EH1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU382137(NAD 83)
 EH1366_MARKER: DB = BENCH MARK DISK
 EH1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1366_STAMPING: Y 114 1954
 EH1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1366+STABILITY: SURFACE MOTION
 EH1366
 EH1366  HISTORY     - Date     Condition        Report By
 EH1366  HISTORY     - 1954     MONUMENTED       CGS
 EH1366
 EH1366                          STATION DESCRIPTION
 EH1366
 EH1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1366'5.4 MI SE FROM STUTTGART.
 EH1366'5.4 MILES SOUTHEAST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 EH1366'THE STATION AT STUTTGART, 0.4 MILE NORTHWEST OF THE STATION SIGN AT
 EH1366'YODER, 9 1/2 POLES SOUTHEAST OF MILEPOST 238, 49 FEET NORTHEAST OF THE
 EH1366'NORTHEAST RAIL, 3 FEET SOUTHWEST OF POWER POLE 55, 2.5 FEET SOUTHWEST
 EH1366'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EH1366'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1378 ***********************************************************************
 EH1378  DESIGNATION -  Y 115
 EH1378  PID         -  EH1378
 EH1378  STATE/COUNTY-  AR/ARKANSAS
 EH1378  USGS QUAD   -  DE WITT SW (1968)
 EH1378
 EH1378                         *CURRENT SURVEY CONTROL
 EH1378  ___________________________________________________________________
 EH1378* NAD 83(1986)-  34 17 33.     (N)    091 23 09.     (W)     SCALED    
 EH1378* NAVD 88     -        60.041  (meters)     196.98   (feet)  ADJUSTED  
 EH1378  ___________________________________________________________________
 EH1378  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH1378  DYNAMIC HT  -          59.982 (meters)     196.79  (feet)  COMP
 EH1378  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 EH1378
 EH1378  VERT ORDER  -  FIRST     CLASS II
 EH1378
 EH1378.The horizontal coordinates were scaled from a topographic map and have
 EH1378.an estimated accuracy of +/- 6 seconds.
 EH1378
 EH1378.The orthometric height was determined by differential leveling
 EH1378.and adjusted by the National Geodetic Survey in August 1993..
 EH1378
 EH1378.The geoid height was determined by GEOID03.
 EH1378
 EH1378.The dynamic height is computed by dividing the NAVD 88
 EH1378.geopotential number by the normal gravity value computed on the
 EH1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1378.degrees latitude (g = 980.6199 gals.).
 EH1378
 EH1378.The modeled gravity was interpolated from observed gravity values.
 EH1378
 EH1378;                    North         East    Units  Estimated Accuracy
 EH1378;SPC AR S     -   580,500.      456,540.      MT  (+/- 180 meters Scaled)
 EH1378
 EH1378                          SUPERSEDED SURVEY CONTROL
 EH1378
 EH1378  NAVD 88 (06/15/91)   60.108  (m)          197.20   (f) UNKNOWN     1 2
 EH1378  NGVD 29 (??/??/??)   60.117  (m)          197.23   (f) ADJUSTED    1 2
 EH1378
 EH1378.Superseded values are not recommended for survey control.
 EH1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1378.See file dsdata.txt to determine how the superseded data were derived.
 EH1378
 EH1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT485957(NAD 83)
 EH1378_MARKER: DB = BENCH MARK DISK
 EH1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1378_STAMPING: Y 115 1954
 EH1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1378+STABILITY: SURFACE MOTION
 EH1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1378+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 EH1378
 EH1378  HISTORY     - Date     Condition        Report By
 EH1378  HISTORY     - 1954     MONUMENTED       CGS
 EH1378  HISTORY     - 20030521 GOOD             USACE
 EH1378
 EH1378                          STATION DESCRIPTION
 EH1378
 EH1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1378'3.4 MI W FROM DEWITT.
 EH1378'3.0 MILES WEST ALONG STATE HIGHWAY 152 FROM THE COURTHOUSE AT DEWITT,
 EH1378'THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, AT THE DEWITT COMMERCIAL
 EH1378'AIRPORT, 12.5 FEET WEST OF THE NORTHWEST CORNER OF THE WEST HANGAR,
 EH1378'1.5 FEET WEST OF THE WEST END OF THE NORTH DOOR TRACK OF THE HANGAR,
 EH1378'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 EH1378'GROUND.
 EH1378
 EH1378                          STATION RECOVERY (2003)
 EH1378
 EH1378'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0894 ***********************************************************************
 DK0894  DESIGNATION -  Y 116
 DK0894  PID         -  DK0894
 DK0894  STATE/COUNTY-  AR/ARKANSAS
 DK0894  USGS QUAD   -  DUMAS (1969)
 DK0894
 DK0894                         *CURRENT SURVEY CONTROL
 DK0894  ___________________________________________________________________
 DK0894* NAD 83(1986)-  33 59 02.     (N)    091 23 02.     (W)     SCALED    
 DK0894* NAVD 88     -        52.311  (meters)     171.62   (feet)  ADJUSTED  
 DK0894  ___________________________________________________________________
 DK0894  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK0894  DYNAMIC HT  -          52.260 (meters)     171.46  (feet)  COMP
 DK0894  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 DK0894
 DK0894  VERT ORDER  -  FIRST     CLASS II
 DK0894
 DK0894.The horizontal coordinates were scaled from a topographic map and have
 DK0894.an estimated accuracy of +/- 6 seconds.
 DK0894
 DK0894.The orthometric height was determined by differential leveling
 DK0894.and adjusted by the National Geodetic Survey in June 1991..
 DK0894
 DK0894.The geoid height was determined by GEOID03.
 DK0894
 DK0894.The dynamic height is computed by dividing the NAVD 88
 DK0894.geopotential number by the normal gravity value computed on the
 DK0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0894.degrees latitude (g = 980.6199 gals.).
 DK0894
 DK0894.The modeled gravity was interpolated from observed gravity values.
 DK0894
 DK0894;                    North         East    Units  Estimated Accuracy
 DK0894;SPC AR S     -   546,270.      456,930.      MT  (+/- 180 meters Scaled)
 DK0894
 DK0894                          SUPERSEDED SURVEY CONTROL
 DK0894
 DK0894  NGVD 29 (??/??/??)   52.454  (m)          172.09   (f) ADJUSTED    1 2
 DK0894
 DK0894.Superseded values are not recommended for survey control.
 DK0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0894.See file dsdata.txt to determine how the superseded data were derived.
 DK0894
 DK0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT492615(NAD 83)
 DK0894_MARKER: DB = BENCH MARK DISK
 DK0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0894_STAMPING: Y 116 1955
 DK0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0894+STABILITY: SURFACE MOTION
 DK0894
 DK0894  HISTORY     - Date     Condition        Report By
 DK0894  HISTORY     - 1955     MONUMENTED       CGS
 DK0894  HISTORY     - 1976     MARK NOT FOUND   NGS
 DK0894
 DK0894                          STATION DESCRIPTION
 DK0894
 DK0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0894'9.7 MI S FROM GILLETT.
 DK0894'9.7 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE ST. LOUIS AND
 DK0894'SOUTHWESTERN RAILROAD STATION AT GILLETT, 0.1 MILE NORTH OF THE NORTH
 DK0894'BANK OF THE ARKANSAS RIVER, 0.3 MILE NORTHWEST OF THE PENDLETON FERRY,
 DK0894'52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF A
 DK0894'24 INCH TRIANGULAR BLAZED SYCAMORE TREE, 3 FEET SOUTH OF A WITNESS
 DK0894'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 DK0894'THE GROUND.
 DK0894
 DK0894                          STATION RECOVERY (1976)
 DK0894
 DK0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0885 ***********************************************************************
 DK0885  DESIGNATION -  Y 117
 DK0885  PID         -  DK0885
 DK0885  STATE/COUNTY-  AR/DESHA
 DK0885  USGS QUAD   -  DUMAS (1969)
 DK0885
 DK0885                         *CURRENT SURVEY CONTROL
 DK0885  ___________________________________________________________________
 DK0885* NAD 83(1986)-  33 57 09.     (N)    091 23 16.     (W)     SCALED    
 DK0885* NAVD 88     -        49.517  (meters)     162.46   (feet)  ADJUSTED  
 DK0885  ___________________________________________________________________
 DK0885  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0885  DYNAMIC HT  -          49.468 (meters)     162.30  (feet)  COMP
 DK0885  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 DK0885
 DK0885  VERT ORDER  -  FIRST     CLASS II
 DK0885
 DK0885.The horizontal coordinates were scaled from a topographic map and have
 DK0885.an estimated accuracy of +/- 6 seconds.
 DK0885
 DK0885.The orthometric height was determined by differential leveling
 DK0885.and adjusted by the National Geodetic Survey in June 1991..
 DK0885
 DK0885.The geoid height was determined by GEOID03.
 DK0885
 DK0885.The dynamic height is computed by dividing the NAVD 88
 DK0885.geopotential number by the normal gravity value computed on the
 DK0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0885.degrees latitude (g = 980.6199 gals.).
 DK0885
 DK0885.The modeled gravity was interpolated from observed gravity values.
 DK0885
 DK0885;                    North         East    Units  Estimated Accuracy
 DK0885;SPC AR S     -   542,780.      456,590.      MT  (+/- 180 meters Scaled)
 DK0885
 DK0885                          SUPERSEDED SURVEY CONTROL
 DK0885
 DK0885  NGVD 29 (??/??/??)   49.581  (m)          162.67   (f) ADJUSTED    1 2
 DK0885
 DK0885.Superseded values are not recommended for survey control.
 DK0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0885.See file dsdata.txt to determine how the superseded data were derived.
 DK0885
 DK0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT489580(NAD 83)
 DK0885_MARKER: DB = BENCH MARK DISK
 DK0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0885_STAMPING: Y 117 1955
 DK0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0885+STABILITY: SURFACE MOTION
 DK0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0885+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 DK0885
 DK0885  HISTORY     - Date     Condition        Report By
 DK0885  HISTORY     - 1955     MONUMENTED       CGS
 DK0885  HISTORY     - 1976     GOOD             NGS
 DK0885  HISTORY     - 1984     GOOD             NGS
 DK0885  HISTORY     - 20040113 GOOD             USACE
 DK0885
 DK0885                          STATION DESCRIPTION
 DK0885
 DK0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0885'8.8 MI NE FROM DUMAS.
 DK0885'7.4 MILES NORTHEAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT
 DK0885'DUMAS, THENCE 1.3 MILES NORTH ALONG STATE HIGHWAY 1, THENCE 0.1 MILE
 DK0885'NORTHEAST ALONG A PRIVATE ROAD, 137 FEET SOUTH OF THE SOUTHEAST CORNER
 DK0885'OF A FARMHOUSE, 11 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD,
 DK0885'12.5 FEET NORTHEAST OF THE CENTER OF A STEEL GATE, 1.5 FEET SOUTHEAST
 DK0885'OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 DK0885'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DK0885
 DK0885                          STATION RECOVERY (1976)
 DK0885
 DK0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0885'RECOVERED IN GOOD CONDITION.
 DK0885
 DK0885                          STATION RECOVERY (1984)
 DK0885
 DK0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0885'NEW DESC: 0.3 KM (0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH
 DK0885'SCHOOL IN DUNAS, THENCE 13.7 KM (8.5 MI) EAST AND NORTHEAST ALONG
 DK0885'U.S. HGIHWAY 165 NORTH, THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG A
 DK0885'PRIVATE GRAVELED NARROW ROAD. A LARGE WHITE FARM HOUSE.
 DK0885
 DK0885                          STATION RECOVERY (2004)
 DK0885
 DK0885'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1388 ***********************************************************************
 DK1388  DESIGNATION -  Y 12
 DK1388  PID         -  DK1388
 DK1388  STATE/COUNTY-  AR/ASHLEY
 DK1388  USGS QUAD   -  SNYDER (1960)
 DK1388
 DK1388                         *CURRENT SURVEY CONTROL
 DK1388  ___________________________________________________________________
 DK1388* NAD 83(1986)-  33 17 56.     (N)    091 30 24.     (W)     SCALED    
 DK1388* NAVD 88     -        39.151  (meters)     128.45   (feet)  ADJUSTED  
 DK1388  ___________________________________________________________________
 DK1388  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DK1388  DYNAMIC HT  -          39.109 (meters)     128.31  (feet)  COMP
 DK1388  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 DK1388
 DK1388  VERT ORDER  -  SECOND    CLASS 0
 DK1388
 DK1388.The horizontal coordinates were scaled from a topographic map and have
 DK1388.an estimated accuracy of +/- 6 seconds.
 DK1388
 DK1388.The orthometric height was determined by differential leveling
 DK1388.and adjusted by the National Geodetic Survey in June 1991..
 DK1388
 DK1388.The geoid height was determined by GEOID03.
 DK1388
 DK1388.The dynamic height is computed by dividing the NAVD 88
 DK1388.geopotential number by the normal gravity value computed on the
 DK1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1388.degrees latitude (g = 980.6199 gals.).
 DK1388
 DK1388.The modeled gravity was interpolated from observed gravity values.
 DK1388
 DK1388;                    North         East    Units  Estimated Accuracy
 DK1388;SPC AR S     -   470,230.      445,950.      MT  (+/- 180 meters Scaled)
 DK1388
 DK1388                          SUPERSEDED SURVEY CONTROL
 DK1388
 DK1388  NGVD 29 (??/??/??)   39.250  (m)          128.77   (f) ADJUSTED    2 0
 DK1388
 DK1388.Superseded values are not recommended for survey control.
 DK1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1388.See file dsdata.txt to determine how the superseded data were derived.
 DK1388
 DK1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS390854(NAD 83)
 DK1388_MARKER: DB = BENCH MARK DISK
 DK1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1388_STAMPING: 128.753 Y 12 1932
 DK1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1388+STABILITY: SURFACE MOTION
 DK1388
 DK1388  HISTORY     - Date     Condition        Report By
 DK1388  HISTORY     - 1932     MONUMENTED       CGS
 DK1388  HISTORY     - 1934     GOOD             CGS
 DK1388
 DK1388                          STATION DESCRIPTION
 DK1388
 DK1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1388'0.62 MI W FROM MONTROSE.
 DK1388'5/8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM MONTROSE,
 DK1388'ASHLEY COUNTY, 25 FEET NORTHWEST OF POLE 444/12, 50 FEET NORTH OF THE
 DK1388'CENTERLINE OF THE TRACK, 37 FEET WEST OF AN 18-INCH PIN OAK TREE IN
 DK1388'THE FRONT YARD OF A HOUSE OWNED IN 1932 BY J. A. STREETER, AND 1 FOOT
 DK1388'SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED 128.753 Y 12 1932
 DK1388'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0280 ***********************************************************************
 DL0280  DESIGNATION -  Y 121
 DL0280  PID         -  DL0280
 DL0280  STATE/COUNTY-  AR/UNION
 DL0280  USGS QUAD   -  EL DORADO WEST (1981)
 DL0280
 DL0280                         *CURRENT SURVEY CONTROL
 DL0280  ___________________________________________________________________
 DL0280* NAD 83(1986)-  33 12 40.     (N)    092 39 52.     (W)     SCALED    
 DL0280* NAVD 88     -        84.264  (meters)     276.46   (feet)  ADJUSTED  
 DL0280  ___________________________________________________________________
 DL0280  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0280  DYNAMIC HT  -          84.174 (meters)     276.16  (feet)  COMP
 DL0280  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 DL0280
 DL0280  VERT ORDER  -  SECOND    CLASS 0
 DL0280
 DL0280.The horizontal coordinates were scaled from a topographic map and have
 DL0280.an estimated accuracy of +/- 6 seconds.
 DL0280
 DL0280.The orthometric height was determined by differential leveling
 DL0280.and adjusted by the National Geodetic Survey in June 1991..
 DL0280
 DL0280.The geoid height was determined by GEOID03.
 DL0280
 DL0280.The dynamic height is computed by dividing the NAVD 88
 DL0280.geopotential number by the normal gravity value computed on the
 DL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0280.degrees latitude (g = 980.6199 gals.).
 DL0280
 DL0280.The modeled gravity was interpolated from observed gravity values.
 DL0280
 DL0280;                    North         East    Units  Estimated Accuracy
 DL0280;SPC AR S     -   460,590.      338,050.      MT  (+/- 180 meters Scaled)
 DL0280
 DL0280                          SUPERSEDED SURVEY CONTROL
 DL0280
 DL0280  NGVD 29 (??/??/92)   84.320  (m)          276.64   (f) ADJ UNCH    2 0
 DL0280
 DL0280.Superseded values are not recommended for survey control.
 DL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0280.See file dsdata.txt to determine how the superseded data were derived.
 DL0280
 DL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS312747(NAD 83)
 DL0280_MARKER: DB = BENCH MARK DISK
 DL0280_SETTING: 66 = SET IN ROCK OUTCROP
 DL0280_SP_SET: LIMESTONE LEDGE
 DL0280_STAMPING: Y 121 1934
 DL0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL0280+STABILITY: POSITION/ELEVATION WELL
 DL0280
 DL0280  HISTORY     - Date     Condition        Report By
 DL0280  HISTORY     - 1934     MONUMENTED       CGS
 DL0280  HISTORY     - 1964     GOOD             NGS
 DL0280  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0280
 DL0280                          STATION DESCRIPTION
 DL0280
 DL0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0280'IN EL DORADO.
 DL0280'AT EL DORADO, UNION COUNTY, ON THE WEST SIDE OF THE POST OFFICE, AT
 DL0280'THE SOUTH ENTRANCE, AT THE SOUTH END OF THE STEPS, AND IN THE TOP OF A
 DL0280'LIMESTONE LEDGE.  A STANDARD DISK, STAMPED 277.040 Y 121 1934.
 DL0280
 DL0280                          STATION RECOVERY (2004)
 DL0280
 DL0280'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0280'OLD POST OFFICE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0770 ***********************************************************************
 FG0770  DESIGNATION -  Y 125
 FG0770  PID         -  FG0770
 FG0770  STATE/COUNTY-  AR/NEWTON
 FG0770  USGS QUAD   -  LURTON (1980)
 FG0770
 FG0770                         *CURRENT SURVEY CONTROL
 FG0770  ___________________________________________________________________
 FG0770* NAD 83(1986)-  35 47 33.     (N)    093 00 25.     (W)     SCALED    
 FG0770* NAVD 88     -       580.283  (meters)    1903.81   (feet)  ADJUSTED  
 FG0770  ___________________________________________________________________
 FG0770  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0770  DYNAMIC HT  -         579.723 (meters)    1901.97  (feet)  COMP
 FG0770  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 FG0770
 FG0770  VERT ORDER  -  SECOND    CLASS 0
 FG0770
 FG0770.The horizontal coordinates were scaled from a topographic map and have
 FG0770.an estimated accuracy of +/- 6 seconds.
 FG0770
 FG0770.The orthometric height was determined by differential leveling
 FG0770.and adjusted by the National Geodetic Survey in June 1991..
 FG0770
 FG0770.The geoid height was determined by GEOID03.
 FG0770
 FG0770.The dynamic height is computed by dividing the NAVD 88
 FG0770.geopotential number by the normal gravity value computed on the
 FG0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0770.degrees latitude (g = 980.6199 gals.).
 FG0770
 FG0770.The modeled gravity was interpolated from observed gravity values.
 FG0770
 FG0770;                    North         East    Units  Estimated Accuracy
 FG0770;SPC AR N     -   162,350.      308,980.      MT  (+/- 180 meters Scaled)
 FG0770
 FG0770                          SUPERSEDED SURVEY CONTROL
 FG0770
 FG0770  NGVD 29 (??/??/92)  580.190  (m)         1903.51   (f) ADJ UNCH    2 0
 FG0770
 FG0770.Superseded values are not recommended for survey control.
 FG0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0770.See file dsdata.txt to determine how the superseded data were derived.
 FG0770
 FG0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV993609(NAD 83)
 FG0770_MARKER: DB = BENCH MARK DISK
 FG0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0770_STAMPING: Y 125 1935
 FG0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0770+STABILITY: SURFACE MOTION
 FG0770
 FG0770  HISTORY     - Date     Condition        Report By
 FG0770  HISTORY     - 1935     MONUMENTED       CGS
 FG0770
 FG0770                          STATION DESCRIPTION
 FG0770
 FG0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0770'3.8 MI N FROM MOORE.
 FG0770'3.8 MILES NORTH ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF THE
 FG0770'LURTON ROAD AT MOORE, NEWTON COUNTY, 2 MILES NORTH OF THE JUNCTION OF
 FG0770'THE MOORE CAMP ROAD AT RICHLAND CREEK, 180 FEET SOUTH OF A DITCH, 36
 FG0770'FEET WEST OF THE CENTERLINE OF THE ROAD, AT A CURVE, 40 FEET SOUTH OF
 FG0770'A 10-INCH WHITE OAK TREE, AND 34 FEET NORTH OF A SMALL TRAIL LEADING
 FG0770'NORTH.  A STANDARD DISK, STAMPED Y 125 1935 AND SET IN THE TOP OF A
 FG0770'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0937 ***********************************************************************
 FG0937  DESIGNATION -  Y 126
 FG0937  PID         -  FG0937
 FG0937  STATE/COUNTY-  AR/JOHNSON
 FG0937  USGS QUAD   -  TREAT (1980)
 FG0937
 FG0937                         *CURRENT SURVEY CONTROL
 FG0937  ___________________________________________________________________
 FG0937* NAD 83(1986)-  35 37 12.     (N)    093 12 23.     (W)     SCALED    
 FG0937* NAVD 88     -       300.044  (meters)     984.39   (feet)  ADJUSTED  
 FG0937  ___________________________________________________________________
 FG0937  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FG0937  DYNAMIC HT  -         299.754 (meters)     983.44  (feet)  COMP
 FG0937  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 FG0937
 FG0937  VERT ORDER  -  SECOND    CLASS 0
 FG0937
 FG0937.The horizontal coordinates were scaled from a topographic map and have
 FG0937.an estimated accuracy of +/- 6 seconds.
 FG0937
 FG0937.The orthometric height was determined by differential leveling
 FG0937.and adjusted by the National Geodetic Survey in June 1991..
 FG0937
 FG0937.The geoid height was determined by GEOID03.
 FG0937
 FG0937.The dynamic height is computed by dividing the NAVD 88
 FG0937.geopotential number by the normal gravity value computed on the
 FG0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0937.degrees latitude (g = 980.6199 gals.).
 FG0937
 FG0937.The modeled gravity was interpolated from observed gravity values.
 FG0937
 FG0937;                    North         East    Units  Estimated Accuracy
 FG0937;SPC AR N     -   143,410.      290,720.      MT  (+/- 180 meters Scaled)
 FG0937
 FG0937                          SUPERSEDED SURVEY CONTROL
 FG0937
 FG0937  NGVD 29 (??/??/92)  299.986  (m)          984.20   (f) ADJ UNCH    2 0
 FG0937
 FG0937.Superseded values are not recommended for survey control.
 FG0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0937.See file dsdata.txt to determine how the superseded data were derived.
 FG0937
 FG0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV813418(NAD 83)
 FG0937_MARKER: DB = BENCH MARK DISK
 FG0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0937_STAMPING: Y-126 1935
 FG0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0937+STABILITY: SURFACE MOTION
 FG0937
 FG0937  HISTORY     - Date     Condition        Report By
 FG0937  HISTORY     - 1935     MONUMENTED       CGS
 FG0937
 FG0937                          STATION DESCRIPTION
 FG0937
 FG0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0937'3.8 MI N FROM PILOT KNOB.
 FG0937'3.8 MILES NORTH OF VIC. OF 2 MILES SOUTHEAST OF PILOT KNOB, ALONG
 FG0937'MEADOW KNOB-PILOT KNOB ROAD, FROM PILOT MT. TOWER SIGNBOARD.  ABOUT .2
 FG0937'MILE WEST OF HAIR-PIN TURN.  ABOUT .2 MILE EAST OF SHORT SHARP S TURN.
 FG0937'80 FEET NORTH OF LARGE BOULDER ABOUT 35 FEET LONG AND 15 FT. HIGH
 FG0937'WITH VERTICAL FACE TOWARD ROAD.  34 FEET SOUTH OF CENTERLINE OF MEADOW
 FG0937'KNOB-PILOT KNOB ROAD.  28.6 FEET NORTHEAST OF NORTH END OF ROCK
 FG0937'CULVERT.  4.5 FEET BELOW LEVEL OF HIGHWAY.  TABLET SET IN PRECAST
 FG0937'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1054 ***********************************************************************
 FG1054  DESIGNATION -  Y 127
 FG1054  PID         -  FG1054
 FG1054  STATE/COUNTY-  AR/JOHNSON
 FG1054  USGS QUAD   -  KNOXVILLE (1993)
 FG1054
 FG1054                         *CURRENT SURVEY CONTROL
 FG1054  ___________________________________________________________________
 FG1054* NAD 83(1986)-  35 29 01.     (N)    093 15 16.     (W)     SCALED    
 FG1054* NAVD 88     -       261.141  (meters)     856.76   (feet)  ADJUSTED  
 FG1054  ___________________________________________________________________
 FG1054  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FG1054  DYNAMIC HT  -         260.893 (meters)     855.95  (feet)  COMP
 FG1054  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FG1054
 FG1054  VERT ORDER  -  SECOND    CLASS 0
 FG1054
 FG1054.The horizontal coordinates were scaled from a topographic map and have
 FG1054.an estimated accuracy of +/- 6 seconds.
 FG1054
 FG1054.The orthometric height was determined by differential leveling
 FG1054.and adjusted by the National Geodetic Survey in June 1991..
 FG1054
 FG1054.The geoid height was determined by GEOID03.
 FG1054
 FG1054.The dynamic height is computed by dividing the NAVD 88
 FG1054.geopotential number by the normal gravity value computed on the
 FG1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1054.degrees latitude (g = 980.6199 gals.).
 FG1054
 FG1054.The modeled gravity was interpolated from observed gravity values.
 FG1054
 FG1054;                    North         East    Units  Estimated Accuracy
 FG1054;SPC AR N     -   128,340.      286,170.      MT  (+/- 180 meters Scaled)
 FG1054
 FG1054                          SUPERSEDED SURVEY CONTROL
 FG1054
 FG1054  NGVD 29 (??/??/92)  261.104  (m)          856.64   (f) ADJ UNCH    2 0
 FG1054
 FG1054.Superseded values are not recommended for survey control.
 FG1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1054.See file dsdata.txt to determine how the superseded data were derived.
 FG1054
 FG1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV769267(NAD 83)
 FG1054_MARKER: DB = BENCH MARK DISK
 FG1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1054_STAMPING: Y-127 1935
 FG1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1054+STABILITY: SURFACE MOTION
 FG1054
 FG1054  HISTORY     - Date     Condition        Report By
 FG1054  HISTORY     - 1935     MONUMENTED       CGS
 FG1054  HISTORY     - 1984     GOOD             NGS
 FG1054
 FG1054                          STATION DESCRIPTION
 FG1054
 FG1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1054'3.7 MI SE FROM HAGARVILLE.
 FG1054'3.7 MILES SOUTHEAST OF VIC. OF 4.9 MI. E. OF HAGARVILLE, ALONG
 FG1054'LUTHER-VILLE-HAGARVILLE RD. FROM THE C. E. MORRIS RESIDENCE. OPPOSITE
 FG1054'SOUTHEAST CORNER OF PEACH ORCHARD ON NORTH SIDE OF ROAD. WEST SLOPE OF
 FG1054'HILL.  ABOUT 1.2 MILES EAST OF LUTHERVILLE SAW MILL. 21 FEET SOUTH OF
 FG1054'CENTERLINE OF LUTHERVILLE-HAGARVILLE ROAD.  19.5 FEET EAST OF
 FG1054'TELEPHONE POLE FOR JUNCTION OF LINE CROSSING ROAD.  13.5 FEET WEST OF
 FG1054'T FENCE.  1.1 FT. NORTH OF FENCE.  TABLET SET IN PRECAST CONCRETE
 FG1054'POST.
 FG1054
 FG1054                          STATION RECOVERY (1984)
 FG1054
 FG1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0748 ***********************************************************************
 FG0748  DESIGNATION -  Y 128
 FG0748  PID         -  FG0748
 FG0748  STATE/COUNTY-  AR/NEWTON
 FG0748  USGS QUAD   -  MT JUDEA (1980)
 FG0748
 FG0748                         *CURRENT SURVEY CONTROL
 FG0748  ___________________________________________________________________
 FG0748* NAD 83(1986)-  35 54 19.     (N)    093 02 38.     (W)     SCALED    
 FG0748* NAVD 88     -       378.146  (meters)    1240.63   (feet)  ADJUSTED  
 FG0748  ___________________________________________________________________
 FG0748  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FG0748  DYNAMIC HT  -         377.795 (meters)    1239.48  (feet)  COMP
 FG0748  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FG0748
 FG0748  VERT ORDER  -  SECOND    CLASS 0
 FG0748
 FG0748.The horizontal coordinates were scaled from a topographic map and have
 FG0748.an estimated accuracy of +/- 6 seconds.
 FG0748
 FG0748.The orthometric height was determined by differential leveling
 FG0748.and adjusted by the National Geodetic Survey in June 1991..
 FG0748
 FG0748.The geoid height was determined by GEOID03.
 FG0748
 FG0748.The dynamic height is computed by dividing the NAVD 88
 FG0748.geopotential number by the normal gravity value computed on the
 FG0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0748.degrees latitude (g = 980.6199 gals.).
 FG0748
 FG0748.The modeled gravity was interpolated from observed gravity values.
 FG0748
 FG0748;                    North         East    Units  Estimated Accuracy
 FG0748;SPC AR N     -   174,900.      305,770.      MT  (+/- 180 meters Scaled)
 FG0748
 FG0748                          SUPERSEDED SURVEY CONTROL
 FG0748
 FG0748  NGVD 29 (??/??/92)  378.048  (m)         1240.31   (f) ADJ UNCH    2 0
 FG0748
 FG0748.Superseded values are not recommended for survey control.
 FG0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0748.See file dsdata.txt to determine how the superseded data were derived.
 FG0748
 FG0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV960734(NAD 83)
 FG0748_MARKER: DB = BENCH MARK DISK
 FG0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0748_STAMPING: Y 128 1935
 FG0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0748+STABILITY: SURFACE MOTION
 FG0748
 FG0748  HISTORY     - Date     Condition        Report By
 FG0748  HISTORY     - 1935     MONUMENTED       CGS
 FG0748
 FG0748                          STATION DESCRIPTION
 FG0748
 FG0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0748'1.3 MI S FROM MT JUDEA.
 FG0748'1.3 MILES SOUTH ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF CAVE
 FG0748'CREEK ROAD AT MT. JUDEA, NEWTON COUNTY, 38 FEET NORTH OF THE NORTH
 FG0748'CORNER OF THE I. L. KENT HOUSE, 49 FEET SOUTHWEST OF THE CENTERLINE OF
 FG0748'THE HIGHWAY, 27 FEET NORTHWEST OF THE CENTER OF A GATE, 9 FEET
 FG0748'NORTHEAST OF A FENCE, IN A 10-BY 14-FOOT SANDSTONE OUTCROP, AND 2 FEET
 FG0748'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED Y 128 1935 AND SET
 FG0748'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1631 ***********************************************************************
 EH1631  DESIGNATION -  Y 13
 EH1631  PID         -  EH1631
 EH1631  STATE/COUNTY-  AR/ARKANSAS
 EH1631  USGS QUAD   -  LODGE CORNER (1968)
 EH1631
 EH1631                         *CURRENT SURVEY CONTROL
 EH1631  ___________________________________________________________________
 EH1631* NAD 83(1986)-  34 17 56.     (N)    091 31 39.     (W)     SCALED    
 EH1631* NAVD 88     -        58.276  (meters)     191.19   (feet)  ADJUSTED  
 EH1631  ___________________________________________________________________
 EH1631  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EH1631  DYNAMIC HT  -          58.220 (meters)     191.01  (feet)  COMP
 EH1631  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 EH1631
 EH1631  VERT ORDER  -  FIRST     CLASS II
 EH1631
 EH1631.The horizontal coordinates were scaled from a topographic map and have
 EH1631.an estimated accuracy of +/- 6 seconds.
 EH1631
 EH1631.The orthometric height was determined by differential leveling
 EH1631.and adjusted by the National Geodetic Survey in August 1993..
 EH1631
 EH1631.The geoid height was determined by GEOID03.
 EH1631
 EH1631.The dynamic height is computed by dividing the NAVD 88
 EH1631.geopotential number by the normal gravity value computed on the
 EH1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1631.degrees latitude (g = 980.6199 gals.).
 EH1631
 EH1631.The modeled gravity was interpolated from observed gravity values.
 EH1631
 EH1631;                    North         East    Units  Estimated Accuracy
 EH1631;SPC AR S     -   581,140.      443,500.      MT  (+/- 180 meters Scaled)
 EH1631
 EH1631                          SUPERSEDED SURVEY CONTROL
 EH1631
 EH1631  NAVD 88 (06/15/91)   58.327  (m)          191.36   (f) UNKNOWN     1 2
 EH1631  NGVD 29 (??/??/??)   58.344  (m)          191.42   (f) ADJUSTED    1 2
 EH1631
 EH1631.Superseded values are not recommended for survey control.
 EH1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1631.See file dsdata.txt to determine how the superseded data were derived.
 EH1631
 EH1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT355962(NAD 83)
 EH1631_MARKER: DB = BENCH MARK DISK
 EH1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1631_STAMPING: Y 13 1932 191.3411
 EH1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1631+STABILITY: SURFACE MOTION
 EH1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1631+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 EH1631
 EH1631  HISTORY     - Date     Condition        Report By
 EH1631  HISTORY     - 1932     MONUMENTED       CGS
 EH1631  HISTORY     - 1954     GOOD             CGS
 EH1631  HISTORY     - 20030619 GOOD             USACE
 EH1631
 EH1631                          STATION DESCRIPTION
 EH1631
 EH1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1631'IN LODGES CORNER.
 EH1631'AT LODGES CORNER, 39 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 EH1631'11, 38 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 44 FEET
 EH1631'SOUTHEAST OF THE SOUTHEAST CORNER OF THE JOE FREEMAN HOUSE, 5 FEET
 EH1631'SOUTH OF A TELEPHONE POLE, 2 FEET EAST OF A WITNESS POST, SET IN THE
 EH1631'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EH1631
 EH1631                          STATION RECOVERY (2003)
 EH1631
 EH1631'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0260 ***********************************************************************
 EK0260  DESIGNATION -  Y 133
 EK0260  PID         -  EK0260
 EK0260  STATE/COUNTY-  AR/POLK
 EK0260  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0260
 EK0260                         *CURRENT SURVEY CONTROL
 EK0260  ___________________________________________________________________
 EK0260* NAD 83(1986)-  34 23 18.     (N)    094 00 47.     (W)     SCALED    
 EK0260* NAVD 88     -       495.529  (meters)    1625.75   (feet)  ADJUSTED  
 EK0260  ___________________________________________________________________
 EK0260  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EK0260  DYNAMIC HT  -         495.012 (meters)    1624.05  (feet)  COMP
 EK0260  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 EK0260
 EK0260  VERT ORDER  -  SECOND    CLASS 0
 EK0260
 EK0260.The horizontal coordinates were scaled from a topographic map and have
 EK0260.an estimated accuracy of +/- 6 seconds.
 EK0260
 EK0260.The orthometric height was determined by differential leveling
 EK0260.and adjusted by the National Geodetic Survey in June 1991..
 EK0260
 EK0260.The geoid height was determined by GEOID03.
 EK0260
 EK0260.The dynamic height is computed by dividing the NAVD 88
 EK0260.geopotential number by the normal gravity value computed on the
 EK0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0260.degrees latitude (g = 980.6199 gals.).
 EK0260
 EK0260.The modeled gravity was interpolated from observed gravity values.
 EK0260
 EK0260;                    North         East    Units  Estimated Accuracy
 EK0260;SPC AR S     -   592,780.      214,900.      MT  (+/- 180 meters Scaled)
 EK0260
 EK0260                          SUPERSEDED SURVEY CONTROL
 EK0260
 EK0260  NGVD 29 (??/??/92)  495.471  (m)         1625.56   (f) ADJ UNCH    2 0
 EK0260
 EK0260.Superseded values are not recommended for survey control.
 EK0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0260.See file dsdata.txt to determine how the superseded data were derived.
 EK0260
 EK0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU068056(NAD 83)
 EK0260_MARKER: DB = BENCH MARK DISK
 EK0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0260_STAMPING: Y-133 1935
 EK0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0260+STABILITY: SURFACE MOTION
 EK0260
 EK0260  HISTORY     - Date     Condition        Report By
 EK0260  HISTORY     - 1935     MONUMENTED       CGS
 EK0260  HISTORY     - 1961     GOOD             NGS
 EK0260
 EK0260                          STATION DESCRIPTION
 EK0260
 EK0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0260'6.7 MI N FROM MINEOLA.
 EK0260'6.7 MILES NORTH OF, ALONG BIG-FORK-ATHENS ROAD, FROM D.E. WATKINS
 EK0260'FARMHOUSE.  AT SUMMIT OF SECOND BRIDGE SOUTH OF DICKS GAP, 69
 EK0260'FEET NORTHEAST OF MARKER TALL PEAK LOOKOUT 1 1/2 MILES., 41.5
 EK0260'FEET EAST OF THE ROAD CENTERLINE, 7.5 FEET SOUTHEAST OF A BLAZED
 EK0260'OAK TREE 1 FT. IN DIAMETER.  TABLET SET IN PRECAST CONCRETE POST.
 EK0260
 EK0260                          STATION RECOVERY (1961)
 EK0260
 EK0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1516 ***********************************************************************
 EJ1516  DESIGNATION -  Y 134
 EJ1516  PID         -  EJ1516
 EJ1516  STATE/COUNTY-  AR/MONTGOMERY
 EJ1516  USGS QUAD   -  SIMS (1986)
 EJ1516
 EJ1516                         *CURRENT SURVEY CONTROL
 EJ1516  ___________________________________________________________________
 EJ1516* NAD 83(1986)-  34 37 46.     (N)    093 44 35.     (W)     SCALED    
 EJ1516* NAVD 88     -       231.777  (meters)     760.42   (feet)  ADJUSTED  
 EJ1516  ___________________________________________________________________
 EJ1516  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EJ1516  DYNAMIC HT  -         231.538 (meters)     759.64  (feet)  COMP
 EJ1516  MODELED GRAV-     979,597.4   (mgal)                       NAVD 88
 EJ1516
 EJ1516  VERT ORDER  -  SECOND    CLASS 0
 EJ1516
 EJ1516.The horizontal coordinates were scaled from a topographic map and have
 EJ1516.an estimated accuracy of +/- 6 seconds.
 EJ1516
 EJ1516.The orthometric height was determined by differential leveling
 EJ1516.and adjusted by the National Geodetic Survey in June 1991..
 EJ1516
 EJ1516.The geoid height was determined by GEOID03.
 EJ1516
 EJ1516.The dynamic height is computed by dividing the NAVD 88
 EJ1516.geopotential number by the normal gravity value computed on the
 EJ1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1516.degrees latitude (g = 980.6199 gals.).
 EJ1516
 EJ1516.The modeled gravity was interpolated from observed gravity values.
 EJ1516
 EJ1516;                    North         East    Units  Estimated Accuracy
 EJ1516;SPC AR S     -   619,060.      240,180.      MT  (+/- 180 meters Scaled)
 EJ1516
 EJ1516                          SUPERSEDED SURVEY CONTROL
 EJ1516
 EJ1516  NGVD 29 (??/??/92)  231.712  (m)          760.21   (f) ADJ UNCH    2 0
 EJ1516
 EJ1516.Superseded values are not recommended for survey control.
 EJ1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1516.See file dsdata.txt to determine how the superseded data were derived.
 EJ1516
 EJ1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU318322(NAD 83)
 EJ1516_MARKER: DB = BENCH MARK DISK
 EJ1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1516_STAMPING: Y-134 1935
 EJ1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1516+STABILITY: SURFACE MOTION
 EJ1516
 EJ1516  HISTORY     - Date     Condition        Report By
 EJ1516  HISTORY     - 1935     MONUMENTED       CGS
 EJ1516  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1516
 EJ1516                          STATION DESCRIPTION
 EJ1516
 EJ1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1516'2.4 MI E FROM ODEN.
 EJ1516'2.4 MILES EAST OF, ALONG ST. HIGHWAY 88, FROM ODEN CONSOLIDATED
 EJ1516'SCHOOL.  AT JUNCTION OF OLD NO. 6 HIGHWAY.  60 FEET SOUTHEAST OF
 EJ1516'INTERSECTION OF CENTERLINES OF HIGHWAYS.  27 FEET SOUTH OF HIGHWAY 88
 EJ1516'CENTERLINE.  18 FEET NORTH OF NORTHEAST CORNER OF RESIDENCE OWNED BY
 EJ1516'WATKINS HARDWARE, MENA.  2 FEET WEST OF PROPERTY LINE FENCE.  TABLET
 EJ1516'SET IN PRECAST CONCRETE POST.
 EJ1516
 EJ1516                          STATION RECOVERY (1961)
 EJ1516
 EJ1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1503 ***********************************************************************
 EJ1503  DESIGNATION -  Y 135
 EJ1503  PID         -  EJ1503
 EJ1503  STATE/COUNTY-  AR/SCOTT
 EJ1503  USGS QUAD   -  BUCK KNOB (1985)
 EJ1503
 EJ1503                         *CURRENT SURVEY CONTROL
 EJ1503  ___________________________________________________________________
 EJ1503* NAD 83(1986)-  34 39 39.     (N)    093 53 59.     (W)     SCALED    
 EJ1503* NAVD 88     -       530.912  (meters)    1741.83   (feet)  ADJUSTED  
 EJ1503  ___________________________________________________________________
 EJ1503  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EJ1503  DYNAMIC HT  -         530.335 (meters)    1739.94  (feet)  COMP
 EJ1503  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 EJ1503
 EJ1503  VERT ORDER  -  SECOND    CLASS 0
 EJ1503
 EJ1503.The horizontal coordinates were scaled from a topographic map and have
 EJ1503.an estimated accuracy of +/- 6 seconds.
 EJ1503
 EJ1503.The orthometric height was determined by differential leveling
 EJ1503.and adjusted by the National Geodetic Survey in June 1991..
 EJ1503
 EJ1503.The geoid height was determined by GEOID03.
 EJ1503
 EJ1503.The dynamic height is computed by dividing the NAVD 88
 EJ1503.geopotential number by the normal gravity value computed on the
 EJ1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1503.degrees latitude (g = 980.6199 gals.).
 EJ1503
 EJ1503.The modeled gravity was interpolated from observed gravity values.
 EJ1503
 EJ1503;                    North         East    Units  Estimated Accuracy
 EJ1503;SPC AR N     -    38,010.      225,870.      MT  (+/- 180 meters Scaled)
 EJ1503
 EJ1503                          SUPERSEDED SURVEY CONTROL
 EJ1503
 EJ1503  NGVD 29 (??/??/92)  530.810  (m)         1741.50   (f) ADJ UNCH    2 0
 EJ1503
 EJ1503.Superseded values are not recommended for survey control.
 EJ1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1503.See file dsdata.txt to determine how the superseded data were derived.
 EJ1503
 EJ1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU175358(NAD 83)
 EJ1503_MARKER: DB = BENCH MARK DISK
 EJ1503_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1503_SP_SET: SET IN ROCK OUTCROP
 EJ1503_STAMPING: Y-135 1935
 EJ1503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1503+STABILITY: POSITION/ELEVATION WELL
 EJ1503
 EJ1503  HISTORY     - Date     Condition        Report By
 EJ1503  HISTORY     - 1935     MONUMENTED       CGS
 EJ1503  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ1503
 EJ1503                          STATION DESCRIPTION
 EJ1503
 EJ1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1503'7.1 MI SE FROM BUCK KNOB.
 EJ1503'7.1 MILES SOUTHEAST OF, ALONG NEW POSEY HOLLOW ROAD, FROM OLD LOCATION
 EJ1503'OF BUCK KNOB POST OFFICE AND USC AND GS BM L 24 1932.  3.7 MILES EAST
 EJ1503'ALONG US 270, THENCE 3.3 SOUTHWEST ALONG POSEY HOLLOW ROAD. ABOUT 160
 EJ1503'FEET EAST OF JUNCTION OF THE ODEN ROAD.  90 FEET NORTHEAST OF JUNCTION
 EJ1503'OF TRAIL TO WATERS.  ABOUT 63 FEET SOUTH OF CENTERLINE OF ROAD. 59
 EJ1503'FEET EAST OF JUNCTION OF TELEPHONE LINE TO WATERS. 22 FEET WEST OF A
 EJ1503'BLAZED OAK TREE 1.3 IN DIAMETER.  ABOUT 12 FEET ABOVE THE ROAD. 60
 EJ1503'FEET SOUTH OF THE EAST-WEST TELEPHONE LINE. TABLET SET IN TOP OF
 EJ1503'SANDSTONE OUTCROP.
 EJ1503
 EJ1503                          STATION RECOVERY (1961)
 EJ1503
 EJ1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1180 ***********************************************************************
 EJ1180  DESIGNATION -  Y 136
 EJ1180  PID         -  EJ1180
 EJ1180  STATE/COUNTY-  AR/CLARK
 EJ1180  USGS QUAD   -  ARKADELPHIA (1976)
 EJ1180
 EJ1180                         *CURRENT SURVEY CONTROL
 EJ1180  ___________________________________________________________________
 EJ1180* NAD 83(1986)-  34 07 13.     (N)    093 03 11.     (W)     SCALED    
 EJ1180* NAVD 88     -        75.597  (meters)     248.02   (feet)  ADJUSTED  
 EJ1180  ___________________________________________________________________
 EJ1180  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ1180  DYNAMIC HT  -          75.522 (meters)     247.78  (feet)  COMP
 EJ1180  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 EJ1180
 EJ1180  VERT ORDER  -  SECOND    CLASS 0
 EJ1180
 EJ1180.The horizontal coordinates were scaled from a topographic map and have
 EJ1180.an estimated accuracy of +/- 6 seconds.
 EJ1180
 EJ1180.The orthometric height was determined by differential leveling
 EJ1180.and adjusted by the National Geodetic Survey in June 1991..
 EJ1180
 EJ1180.The geoid height was determined by GEOID03.
 EJ1180
 EJ1180.The dynamic height is computed by dividing the NAVD 88
 EJ1180.geopotential number by the normal gravity value computed on the
 EJ1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1180.degrees latitude (g = 980.6199 gals.).
 EJ1180
 EJ1180.The modeled gravity was interpolated from observed gravity values.
 EJ1180
 EJ1180;                    North         East    Units  Estimated Accuracy
 EJ1180;SPC AR S     -   561,720.      302,860.      MT  (+/- 180 meters Scaled)
 EJ1180
 EJ1180                          SUPERSEDED SURVEY CONTROL
 EJ1180
 EJ1180  NGVD 29 (??/??/92)   75.62   (m)          248.1    (f) COMPUTED    2 0
 EJ1180
 EJ1180.Superseded values are not recommended for survey control.
 EJ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1180.See file dsdata.txt to determine how the superseded data were derived.
 EJ1180
 EJ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT951754(NAD 83)
 EJ1180_MARKER: DB = BENCH MARK DISK
 EJ1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1180_STAMPING: Y 136 1935
 EJ1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1180+STABILITY: SURFACE MOTION
 EJ1180
 EJ1180  HISTORY     - Date     Condition        Report By
 EJ1180  HISTORY     - 1935     MONUMENTED       CGS
 EJ1180  HISTORY     - 1935     GOOD             NGS
 EJ1180  HISTORY     - 1964     GOOD             NGS
 EJ1180  HISTORY     - 19980426 GOOD             USPSQD
 EJ1180
 EJ1180                          STATION DESCRIPTION
 EJ1180
 EJ1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1180'IN ARKADELPHIA.
 EJ1180'AT ARKADELPHIA, CLARK COUNTY, AT THE POST OFFICE, AT THE NORTHWEST
 EJ1180'CORNER OF THE INTERSECTION OF CLINTON AND SIXTH STREETS, 4.5 FEET
 EJ1180'NORTH OF THE CENTER OF THE MAIN ENTRANCE, IN THE TOP OF THE NORTH
 EJ1180'GUARD RAIL OF THE STEPS, AND 3.4 FEET HIGHER THAN THE GROUND.  A
 EJ1180'STANDARD DISK, STAMPED Y 136 1935.
 EJ1180
 EJ1180                          STATION RECOVERY (1964)
 EJ1180
 EJ1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1180'RECOVERED IN GOOD CONDITION.
 EJ1180
 EJ1180                          STATION RECOVERY (1998)
 EJ1180
 EJ1180'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1136 ***********************************************************************
 EJ1136  DESIGNATION -  Y 138
 EJ1136  PID         -  EJ1136
 EJ1136  STATE/COUNTY-  AR/HOT SPRING
 EJ1136  USGS QUAD   -  DE ROCHE (1966)
 EJ1136
 EJ1136                         *CURRENT SURVEY CONTROL
 EJ1136  ___________________________________________________________________
 EJ1136* NAD 83(1986)-  34 19 36.     (N)    093 05 13.     (W)     SCALED    
 EJ1136* NAVD 88     -       169.545  (meters)     556.25   (feet)  ADJUSTED  
 EJ1136  ___________________________________________________________________
 EJ1136  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EJ1136  DYNAMIC HT  -         169.377 (meters)     555.70  (feet)  COMP
 EJ1136  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 EJ1136
 EJ1136  VERT ORDER  -  SECOND    CLASS 0
 EJ1136
 EJ1136.The horizontal coordinates were scaled from a topographic map and have
 EJ1136.an estimated accuracy of +/- 6 seconds.
 EJ1136
 EJ1136.The orthometric height was determined by differential leveling
 EJ1136.and adjusted by the National Geodetic Survey in June 1991..
 EJ1136
 EJ1136.The geoid height was determined by GEOID03.
 EJ1136
 EJ1136.The dynamic height is computed by dividing the NAVD 88
 EJ1136.geopotential number by the normal gravity value computed on the
 EJ1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1136.degrees latitude (g = 980.6199 gals.).
 EJ1136
 EJ1136.The modeled gravity was interpolated from observed gravity values.
 EJ1136
 EJ1136;                    North         East    Units  Estimated Accuracy
 EJ1136;SPC AR S     -   584,650.      299,980.      MT  (+/- 180 meters Scaled)
 EJ1136
 EJ1136                          SUPERSEDED SURVEY CONTROL
 EJ1136
 EJ1136  NGVD 29 (??/??/92)  169.546  (m)          556.25   (f) ADJ UNCH    2 0
 EJ1136
 EJ1136.Superseded values are not recommended for survey control.
 EJ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1136.See file dsdata.txt to determine how the superseded data were derived.
 EJ1136
 EJ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT920983(NAD 83)
 EJ1136_MARKER: DB = BENCH MARK DISK
 EJ1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1136_STAMPING: Y 138 1935
 EJ1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1136+STABILITY: SURFACE MOTION
 EJ1136
 EJ1136  HISTORY     - Date     Condition        Report By
 EJ1136  HISTORY     - 1935     MONUMENTED       CGS
 EJ1136  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1136
 EJ1136                          STATION DESCRIPTION
 EJ1136
 EJ1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1136'IN DE ROCHE.
 EJ1136'AT DE ROCHE, HOT SPRINGS COUNTY, 110 FEET NORTHEAST OF THE NEW POST
 EJ1136'OFFICE, 44 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 EJ1136'NORTH OF A FENCE CORNER, AND 1 FOOT EAST OF THE FENCE.  A STANDARD
 EJ1136'DISK, STAMPED Y 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1136
 EJ1136                          STATION RECOVERY (1998)
 EJ1136
 EJ1136'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1150 ***********************************************************************
 EJ1150  DESIGNATION -  Y 139
 EJ1150  PID         -  EJ1150
 EJ1150  STATE/COUNTY-  AR/HOT SPRING
 EJ1150  USGS QUAD   -  BISMARCK (1976)
 EJ1150
 EJ1150                         *CURRENT SURVEY CONTROL
 EJ1150  ___________________________________________________________________
 EJ1150* NAD 83(1986)-  34 21 08.     (N)    093 11 03.     (W)     SCALED    
 EJ1150* NAVD 88     -       192.472  (meters)     631.47   (feet)  ADJUSTED  
 EJ1150  ___________________________________________________________________
 EJ1150  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EJ1150  DYNAMIC HT  -         192.279 (meters)     630.84  (feet)  COMP
 EJ1150  MODELED GRAV-     979,626.9   (mgal)                       NAVD 88
 EJ1150
 EJ1150  VERT ORDER  -  SECOND    CLASS 0
 EJ1150
 EJ1150.The horizontal coordinates were scaled from a topographic map and have
 EJ1150.an estimated accuracy of +/- 6 seconds.
 EJ1150
 EJ1150.The orthometric height was determined by differential leveling
 EJ1150.and adjusted by the National Geodetic Survey in June 1991..
 EJ1150
 EJ1150.The geoid height was determined by GEOID03.
 EJ1150
 EJ1150.The dynamic height is computed by dividing the NAVD 88
 EJ1150.geopotential number by the normal gravity value computed on the
 EJ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1150.degrees latitude (g = 980.6199 gals.).
 EJ1150
 EJ1150.The modeled gravity was interpolated from observed gravity values.
 EJ1150
 EJ1150;                    North         East    Units  Estimated Accuracy
 EJ1150;SPC AR S     -   587,580.      291,060.      MT  (+/- 180 meters Scaled)
 EJ1150
 EJ1150                          SUPERSEDED SURVEY CONTROL
 EJ1150
 EJ1150  NGVD 29 (??/??/92)  192.467  (m)          631.45   (f) ADJ UNCH    2 0
 EJ1150
 EJ1150.Superseded values are not recommended for survey control.
 EJ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1150.See file dsdata.txt to determine how the superseded data were derived.
 EJ1150
 EJ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU830012(NAD 83)
 EJ1150_MARKER: DB = BENCH MARK DISK
 EJ1150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1150_SP_SET: BRIDGE
 EJ1150_STAMPING: Y 139 1935
 EJ1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1150
 EJ1150  HISTORY     - Date     Condition        Report By
 EJ1150  HISTORY     - 1935     MONUMENTED       CGS
 EJ1150
 EJ1150                          STATION DESCRIPTION
 EJ1150
 EJ1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1150'2.6 MI N FROM BISMARCK.
 EJ1150'2.6 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 EJ1150'BISMARCK, AT A CONCRETE HIGHWAY BRIDGE (7-S-5-9.2) OVER MILL CREEK, 15
 EJ1150'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A CONCRETE
 EJ1150'WINGWALL, AND 1 FOOT SOUTHWEST OF THE SOUTH END OF THE WEST GUARD
 EJ1150'RAIL.  A STANDARD DISK, STAMPED Y 139 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1153 ***********************************************************************
 EJ1153  DESIGNATION -  Y 140
 EJ1153  PID         -  EJ1153
 EJ1153  STATE/COUNTY-  AR/HOT SPRING
 EJ1153  USGS QUAD   -  BISMARCK (1976)
 EJ1153
 EJ1153                         *CURRENT SURVEY CONTROL
 EJ1153  ___________________________________________________________________
 EJ1153* NAD 83(1986)-  34 17 38.     (N)    093 09 44.     (W)     SCALED    
 EJ1153* NAVD 88     -       150.152  (meters)     492.62   (feet)  ADJUSTED  
 EJ1153  ___________________________________________________________________
 EJ1153  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EJ1153  DYNAMIC HT  -         150.002 (meters)     492.13  (feet)  COMP
 EJ1153  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 EJ1153
 EJ1153  VERT ORDER  -  SECOND    CLASS 0
 EJ1153
 EJ1153.The horizontal coordinates were scaled from a topographic map and have
 EJ1153.an estimated accuracy of +/- 6 seconds.
 EJ1153
 EJ1153.The orthometric height was determined by differential leveling
 EJ1153.and adjusted by the National Geodetic Survey in June 1991..
 EJ1153
 EJ1153.The geoid height was determined by GEOID03.
 EJ1153
 EJ1153.The dynamic height is computed by dividing the NAVD 88
 EJ1153.geopotential number by the normal gravity value computed on the
 EJ1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1153.degrees latitude (g = 980.6199 gals.).
 EJ1153
 EJ1153.The modeled gravity was interpolated from observed gravity values.
 EJ1153
 EJ1153;                    North         East    Units  Estimated Accuracy
 EJ1153;SPC AR S     -   581,090.      293,010.      MT  (+/- 180 meters Scaled)
 EJ1153
 EJ1153                          SUPERSEDED SURVEY CONTROL
 EJ1153
 EJ1153  NGVD 29 (??/??/92)  150.153  (m)          492.63   (f) ADJ UNCH    2 0
 EJ1153
 EJ1153.Superseded values are not recommended for survey control.
 EJ1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1153.See file dsdata.txt to determine how the superseded data were derived.
 EJ1153
 EJ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT850947(NAD 83)
 EJ1153_MARKER: DB = BENCH MARK DISK
 EJ1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1153_STAMPING: Y 140 1935
 EJ1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1153+STABILITY: SURFACE MOTION
 EJ1153
 EJ1153  HISTORY     - Date     Condition        Report By
 EJ1153  HISTORY     - 1935     MONUMENTED       CGS
 EJ1153  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1153
 EJ1153                          STATION DESCRIPTION
 EJ1153
 EJ1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1153'1.7 MI S FROM BISMARCK.
 EJ1153'1.7 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 EJ1153'BISMARCK, 0.2 MILE SOUTH OF THE W.L. RICHARDSON FARMHOUSE, ABOUT 355
 EJ1153'FEET SOUTH OF A 3- BY 2-FOOT CONCRETE BOX CULVERT, 240 FEET SOUTH OF
 EJ1153'THE JUNCTION OF A ROAD LEADING SOUTHEAST AT A CURVE, 40 FEET EAST OF
 EJ1153'THE CENTERLINE OF THE HIGHWAY, 4.5 FEET SOUTH OF A FENCE CORNER, AND 1
 EJ1153'FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED Y 140 1935 AND SET
 EJ1153'IN THE TOP OF A CONCRETE POST.
 EJ1153
 EJ1153                          STATION RECOVERY (1998)
 EJ1153
 EJ1153'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1452 ***********************************************************************
 FG1452  DESIGNATION -  Y 141
 FG1452  PID         -  FG1452
 FG1452  STATE/COUNTY-  AR/JOHNSON
 FG1452  USGS QUAD   -  OARK (1973)
 FG1452
 FG1452                         *CURRENT SURVEY CONTROL
 FG1452  ___________________________________________________________________
 FG1452* NAD 83(1986)-  35 42 21.     (N)    093 31 07.     (W)     SCALED    
 FG1452* NAVD 88     -       354.302  (meters)    1162.41   (feet)  ADJUSTED  
 FG1452  ___________________________________________________________________
 FG1452  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG1452  DYNAMIC HT  -         353.966 (meters)    1161.30  (feet)  COMP
 FG1452  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 FG1452
 FG1452  VERT ORDER  -  SECOND    CLASS 0
 FG1452
 FG1452.The horizontal coordinates were scaled from a topographic map and have
 FG1452.an estimated accuracy of +/- 6 seconds.
 FG1452
 FG1452.The orthometric height was determined by differential leveling
 FG1452.and adjusted by the National Geodetic Survey in June 1991..
 FG1452
 FG1452.The geoid height was determined by GEOID03.
 FG1452
 FG1452.The dynamic height is computed by dividing the NAVD 88
 FG1452.geopotential number by the normal gravity value computed on the
 FG1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1452.degrees latitude (g = 980.6199 gals.).
 FG1452
 FG1452.The modeled gravity was interpolated from observed gravity values.
 FG1452
 FG1452;                    North         East    Units  Estimated Accuracy
 FG1452;SPC AR N     -   153,330.      262,580.      MT  (+/- 180 meters Scaled)
 FG1452
 FG1452                          SUPERSEDED SURVEY CONTROL
 FG1452
 FG1452  NGVD 29 (??/??/92)  354.230  (m)         1162.17   (f) ADJ UNCH    2 0
 FG1452
 FG1452.Superseded values are not recommended for survey control.
 FG1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1452.See file dsdata.txt to determine how the superseded data were derived.
 FG1452
 FG1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV530514(NAD 83)
 FG1452_MARKER: DB = BENCH MARK DISK
 FG1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1452_STAMPING: Y 141 1935
 FG1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1452+STABILITY: SURFACE MOTION
 FG1452
 FG1452  HISTORY     - Date     Condition        Report By
 FG1452  HISTORY     - 1935     MONUMENTED       CGS
 FG1452  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1452
 FG1452                          STATION DESCRIPTION
 FG1452
 FG1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1452'4.8 MI NE FROM OARK.
 FG1452'4.8 MILES NORTHEAST ALONG THE OARK-OLD FALLSVILLE ROAD FROM THE POST
 FG1452'OFFICE AT OARK, JOHNSON COUNTY, 15 FEET EAST OF THE NORTHWEST CORNER
 FG1452'OF THE ERBY WARDWARTH YARD ON THE SAM ATKINS FARMS, 22 FEET EAST OF
 FG1452'THE CENTERLINE OF THE ROAD, 5 FEET WEST OF THE WEST END OF A GATE, AND
 FG1452'1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED Y 141 1935 AND SET
 FG1452'IN THE CONCRETE POST.
 FG1452
 FG1452                          STATION RECOVERY (1973)
 FG1452
 FG1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FG1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1461 ***********************************************************************
 FG1461  DESIGNATION -  Y 142
 FG1461  PID         -  FG1461
 FG1461  STATE/COUNTY-  AR/MADISON
 FG1461  USGS QUAD   -  PETTIGREW (1973)
 FG1461
 FG1461                         *CURRENT SURVEY CONTROL
 FG1461  ___________________________________________________________________
 FG1461* NAD 83(1986)-  35 47 55.     (N)    093 40 54.     (W)     SCALED    
 FG1461* NAVD 88     -       550.147  (meters)    1804.94   (feet)  ADJUSTED  
 FG1461  ___________________________________________________________________
 FG1461  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG1461  DYNAMIC HT  -         549.626 (meters)    1803.23  (feet)  COMP
 FG1461  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 FG1461
 FG1461  VERT ORDER  -  SECOND    CLASS 0
 FG1461
 FG1461.The horizontal coordinates were scaled from a topographic map and have
 FG1461.an estimated accuracy of +/- 6 seconds.
 FG1461
 FG1461.The orthometric height was determined by differential leveling
 FG1461.and adjusted by the National Geodetic Survey in June 1991..
 FG1461
 FG1461.The geoid height was determined by GEOID03.
 FG1461
 FG1461.The dynamic height is computed by dividing the NAVD 88
 FG1461.geopotential number by the normal gravity value computed on the
 FG1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1461.degrees latitude (g = 980.6199 gals.).
 FG1461
 FG1461.The modeled gravity was interpolated from observed gravity values.
 FG1461
 FG1461;                    North         East    Units  Estimated Accuracy
 FG1461;SPC AR N     -   163,860.      248,010.      MT  (+/- 180 meters Scaled)
 FG1461
 FG1461                          SUPERSEDED SURVEY CONTROL
 FG1461
 FG1461  NGVD 29 (??/??/92)  550.052  (m)         1804.63   (f) ADJ UNCH    2 0
 FG1461
 FG1461.Superseded values are not recommended for survey control.
 FG1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1461.See file dsdata.txt to determine how the superseded data were derived.
 FG1461
 FG1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV384618(NAD 83)
 FG1461_MARKER: DB = BENCH MARK DISK
 FG1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1461_STAMPING: Y 142 1935
 FG1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1461+STABILITY: SURFACE MOTION
 FG1461
 FG1461  HISTORY     - Date     Condition        Report By
 FG1461  HISTORY     - 1935     MONUMENTED       CGS
 FG1461
 FG1461                          STATION DESCRIPTION
 FG1461
 FG1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1461'1.9 MI S FROM DUTTON.
 FG1461'1.9 MILES SOUTH ALONG THE OLD STAGE ROAD LEADING TO YALE FROM THE ST.
 FG1461'LOUIS-SAN FRANCISCO RAILWAY STATION AT DUTTON, MADISON COUNTY, ON A
 FG1461'HILLSIDE, IN AN ORCHARD, 450 FEET NORTHWEST OF HONEY CREEK FORD, 90
 FG1461'FEET NORTHEAST OF THE CENTERLUNE OF THE ROAD, 51 FEET WEST OF A
 FG1461'STREAM, 24 FEET NORTHEAST OF THE CENTERLINE OF A TRAIL, AND 9 FEET
 FG1461'NORTHEAST OF A GROUP OF PERSIMMON TREES.  A STANDARD DISK, STAMPED Y
 FG1461'142 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1353 ***********************************************************************
 FG1353  DESIGNATION -  Y 143
 FG1353  PID         -  FG1353
 FG1353  STATE/COUNTY-  AR/MADISON
 FG1353  USGS QUAD   -  WEATHERS (1973)
 FG1353
 FG1353                         *CURRENT SURVEY CONTROL
 FG1353  ___________________________________________________________________
 FG1353* NAD 83(1986)-  35 56 26.     (N)    093 37 04.     (W)     SCALED    
 FG1353* NAVD 88     -       618.020  (meters)    2027.62   (feet)  ADJUSTED  
 FG1353  ___________________________________________________________________
 FG1353  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG1353  DYNAMIC HT  -         617.427 (meters)    2025.68  (feet)  COMP
 FG1353  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 FG1353
 FG1353  VERT ORDER  -  SECOND    CLASS 0
 FG1353
 FG1353.The horizontal coordinates were scaled from a topographic map and have
 FG1353.an estimated accuracy of +/- 6 seconds.
 FG1353
 FG1353.The orthometric height was determined by differential leveling
 FG1353.and adjusted by the National Geodetic Survey in June 1991..
 FG1353
 FG1353.The geoid height was determined by GEOID03.
 FG1353
 FG1353.The dynamic height is computed by dividing the NAVD 88
 FG1353.geopotential number by the normal gravity value computed on the
 FG1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1353.degrees latitude (g = 980.6199 gals.).
 FG1353
 FG1353.The modeled gravity was interpolated from observed gravity values.
 FG1353
 FG1353;                    North         East    Units  Estimated Accuracy
 FG1353;SPC AR N     -   179,510.      254,040.      MT  (+/- 180 meters Scaled)
 FG1353
 FG1353                          SUPERSEDED SURVEY CONTROL
 FG1353
 FG1353  NGVD 29 (??/??/92)  617.875  (m)         2027.14   (f) ADJ UNCH    2 0
 FG1353
 FG1353.Superseded values are not recommended for survey control.
 FG1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1353.See file dsdata.txt to determine how the superseded data were derived.
 FG1353
 FG1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV442775(NAD 83)
 FG1353_MARKER: DB = BENCH MARK DISK
 FG1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1353_STAMPING: Y 143 1935
 FG1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1353+STABILITY: SURFACE MOTION
 FG1353
 FG1353  HISTORY     - Date     Condition        Report By
 FG1353  HISTORY     - 1935     MONUMENTED       CGS
 FG1353
 FG1353                          STATION DESCRIPTION
 FG1353
 FG1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1353'0.9 MI W FROM VENUS.
 FG1353'0.9 MILE WEST ALONG THE VENUS-AURORA ROAD FROM THE SCHOOL AT VENUS,
 FG1353'MADISON COUNTY, AT VENUS CEMETERY, 46 FEET SOUTH OF THE END OF THE
 FG1353'ENTRANCE GATE, 10 FEET WEST OF A 14-INCH OAK TREE, 5 FEET NORTH OF A
 FG1353'10-INCH OAK TREE, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK,
 FG1353'STAMPED Y 143 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0453 ***********************************************************************
 GF0453  DESIGNATION -  Y 144
 GF0453  PID         -  GF0453
 GF0453  STATE/COUNTY-  AR/CARROLL
 GF0453  USGS QUAD   -  OSAGE (1968)
 GF0453
 GF0453                         *CURRENT SURVEY CONTROL
 GF0453  ___________________________________________________________________
 GF0453* NAD 83(1986)-  36 07 59.     (N)    093 28 24.     (W)     SCALED    
 GF0453* NAVD 88     -       442.508  (meters)    1451.80   (feet)  ADJUSTED  
 GF0453  ___________________________________________________________________
 GF0453  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GF0453  DYNAMIC HT  -         442.101 (meters)    1450.46  (feet)  COMP
 GF0453  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 GF0453
 GF0453  VERT ORDER  -  SECOND    CLASS 0
 GF0453
 GF0453.The horizontal coordinates were scaled from a topographic map and have
 GF0453.an estimated accuracy of +/- 6 seconds.
 GF0453
 GF0453.The orthometric height was determined by differential leveling
 GF0453.and adjusted by the National Geodetic Survey in June 1991..
 GF0453
 GF0453.The geoid height was determined by GEOID03.
 GF0453
 GF0453.The dynamic height is computed by dividing the NAVD 88
 GF0453.geopotential number by the normal gravity value computed on the
 GF0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0453.degrees latitude (g = 980.6199 gals.).
 GF0453
 GF0453.The modeled gravity was interpolated from observed gravity values.
 GF0453
 GF0453;                    North         East    Units  Estimated Accuracy
 GF0453;SPC AR N     -   200,660.      267,390.      MT  (+/- 180 meters Scaled)
 GF0453
 GF0453                          SUPERSEDED SURVEY CONTROL
 GF0453
 GF0453  NGVD 29 (??/??/92)  442.386  (m)         1451.39   (f) ADJ UNCH    2 0
 GF0453
 GF0453.Superseded values are not recommended for survey control.
 GF0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0453.See file dsdata.txt to determine how the superseded data were derived.
 GF0453
 GF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV574988(NAD 83)
 GF0453_MARKER: DB = BENCH MARK DISK
 GF0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0453_STAMPING: Y 144 1935
 GF0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0453+STABILITY: SURFACE MOTION
 GF0453
 GF0453  HISTORY     - Date     Condition        Report By
 GF0453  HISTORY     - 1935     MONUMENTED       CGS
 GF0453  HISTORY     - 1987     GOOD             USPSQD
 GF0453
 GF0453                          STATION DESCRIPTION
 GF0453
 GF0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0453'0.8 MI E FROM KINGSTON.
 GF0453'IN CARROLL COUNTY, 0.8 MILE EAST ALONG STATE HIGHWAY 21 FROM
 GF0453'THE BRIDGE OVER MAXWELL CREEK AT KINGSTON, MADISON COUNTY,
 GF0453'7 MILES NORTHEAST ALONG THE KINGSTON-OSAGE ROAD, IN A VALLEY, 29
 GF0453'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 22 FEET SOUTHWEST
 GF0453'OF A 12-INCH OAK TREE AND A FENCE LINE, 19 FEET NORTHWEST OF
 GF0453'THE FOOT OF A KNOLL, AND 2 FEET SOUTHEAST OF A FENCE.  A STANDARD
 GF0453'DISK, STAMPED Y 144 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0453
 GF0453                          STATION RECOVERY (1987)
 GF0453
 GF0453'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0678 ***********************************************************************
 FG0678  DESIGNATION -  Y 146
 FG0678  PID         -  FG0678
 FG0678  STATE/COUNTY-  AR/VAN BUREN
 FG0678  USGS QUAD   -  CLEVELAND (1990)
 FG0678
 FG0678                         *CURRENT SURVEY CONTROL
 FG0678  ___________________________________________________________________
 FG0678* NAD 83(1986)-  35 29 05.     (N)    092 44 06.     (W)     SCALED    
 FG0678* NAVD 88     -       246.791  (meters)     809.68   (feet)  ADJUSTED  
 FG0678  ___________________________________________________________________
 FG0678  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FG0678  DYNAMIC HT  -         246.555 (meters)     808.91  (feet)  COMP
 FG0678  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 FG0678
 FG0678  VERT ORDER  -  SECOND    CLASS 0
 FG0678
 FG0678.The horizontal coordinates were scaled from a topographic map and have
 FG0678.an estimated accuracy of +/- 6 seconds.
 FG0678
 FG0678.The orthometric height was determined by differential leveling
 FG0678.and adjusted by the National Geodetic Survey in June 1991..
 FG0678
 FG0678.The geoid height was determined by GEOID03.
 FG0678
 FG0678.The dynamic height is computed by dividing the NAVD 88
 FG0678.geopotential number by the normal gravity value computed on the
 FG0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0678.degrees latitude (g = 980.6199 gals.).
 FG0678
 FG0678.The modeled gravity was interpolated from observed gravity values.
 FG0678
 FG0678;                    North         East    Units  Estimated Accuracy
 FG0678;SPC AR N     -   127,990.      333,310.      MT  (+/- 180 meters Scaled)
 FG0678
 FG0678                          SUPERSEDED SURVEY CONTROL
 FG0678
 FG0678  NGVD 29 (??/??/92)  246.766  (m)          809.60   (f) ADJ UNCH    2 0
 FG0678
 FG0678.Superseded values are not recommended for survey control.
 FG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0678.See file dsdata.txt to determine how the superseded data were derived.
 FG0678
 FG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV240268(NAD 83)
 FG0678_MARKER: DB = BENCH MARK DISK
 FG0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0678_STAMPING: Y 146 1935
 FG0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0678+STABILITY: SURFACE MOTION
 FG0678
 FG0678  HISTORY     - Date     Condition        Report By
 FG0678  HISTORY     - 1935     MONUMENTED       CGS
 FG0678
 FG0678                          STATION DESCRIPTION
 FG0678
 FG0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0678'5.6 MI NW FROM CLEVELAND.
 FG0678'IN VAN BUREN COUNTY, 5.6 MILES NORTHWEST ALONG THE LOST CORNER ROAD
 FG0678'FROM THE POST OFFICE AT CLEVELAND, CONWAY COUNTY, 112 FEET WEST OF THE
 FG0678'NORTHWEST CORNER OF THE LEONARD BLAKE FARMHOUSE, 52 FEET SOUTHWEST OF
 FG0678'THE CENTERLINE OF THE ROAD, 41 FEET NORTHEAST OF A SMALL STOREHOUSE,
 FG0678'72 FEET SOUTHWEST OF A FENCE, AND 3 1/2 FEET EAST OF A 30-INCH BLACK
 FG0678'OAK TREE.  A STANDARD DISK, STAMPED Y 146 1935 AND SET IN THE TOP OF A
 FG0678'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0541 ***********************************************************************
 FG0541  DESIGNATION -  Y 147
 FG0541  PID         -  FG0541
 FG0541  STATE/COUNTY-  AR/VAN BUREN
 FG0541  USGS QUAD   -  BOTKINBURG (1965)
 FG0541
 FG0541                         *CURRENT SURVEY CONTROL
 FG0541  ___________________________________________________________________
 FG0541* NAD 83(1986)-  35 38 30.     (N)    092 35 52.     (W)     SCALED    
 FG0541* NAVD 88     -       444.733  (meters)    1459.09   (feet)  ADJUSTED  
 FG0541  ___________________________________________________________________
 FG0541  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0541  DYNAMIC HT  -         444.311 (meters)    1457.71  (feet)  COMP
 FG0541  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FG0541
 FG0541  VERT ORDER  -  SECOND    CLASS 0
 FG0541
 FG0541.The horizontal coordinates were scaled from a topographic map and have
 FG0541.an estimated accuracy of +/- 6 seconds.
 FG0541
 FG0541.The orthometric height was determined by differential leveling
 FG0541.and adjusted by the National Geodetic Survey in June 1991..
 FG0541
 FG0541.The geoid height was determined by GEOID03.
 FG0541
 FG0541.The dynamic height is computed by dividing the NAVD 88
 FG0541.geopotential number by the normal gravity value computed on the
 FG0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0541.degrees latitude (g = 980.6199 gals.).
 FG0541
 FG0541.The modeled gravity was interpolated from observed gravity values.
 FG0541
 FG0541;                    North         East    Units  Estimated Accuracy
 FG0541;SPC AR N     -   145,310.      345,860.      MT  (+/- 180 meters Scaled)
 FG0541
 FG0541                          SUPERSEDED SURVEY CONTROL
 FG0541
 FG0541  NGVD 29 (??/??/92)  444.642  (m)         1458.80   (f) ADJ UNCH    2 0
 FG0541
 FG0541.Superseded values are not recommended for survey control.
 FG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0541.See file dsdata.txt to determine how the superseded data were derived.
 FG0541
 FG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV364442(NAD 83)
 FG0541_MARKER: DB = BENCH MARK DISK
 FG0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0541_STAMPING: Y 147 1935
 FG0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0541+STABILITY: SURFACE MOTION
 FG0541
 FG0541  HISTORY     - Date     Condition        Report By
 FG0541  HISTORY     - 1935     MONUMENTED       CGS
 FG0541  HISTORY     - 1939     GOOD             NGS
 FG0541
 FG0541                          STATION DESCRIPTION
 FG0541
 FG0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0541'3.7 MI SE FROM COPELAND.
 FG0541'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF THE
 FG0541'DENNARD ROAD AT COPELAND, VAN BUREN COUNTY, 56 FEET NORTHWEST OF THE
 FG0541'NORTHWEST CORNER OF THE MARY PAGE FARMHOUSE, 31 FEET SOUTH OF THE
 FG0541'CENTERLINE OF THE HIGHWAY, 36 FEET WEST OF A NORTHWEST FENCE CORNER, 6
 FG0541'1/2 FEET SOUTHWEST OF THREE WALNUT TREES, AND 1 FOOT SOUTH OF A FENCE.
 FG0541'A STANDARD DISK, STAMPED Y 147 1935 AND SET IN THE TOP OF A CONCRETE
 FG0541'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0550 ***********************************************************************
 FG0550  DESIGNATION -  Y 148
 FG0550  PID         -  FG0550
 FG0550  STATE/COUNTY-  AR/VAN BUREN
 FG0550  USGS QUAD   -  SCOTLAND (1965)
 FG0550
 FG0550                         *CURRENT SURVEY CONTROL
 FG0550  ___________________________________________________________________
 FG0550* NAD 83(1986)-  35 36 51.     (N)    092 30 10.     (W)     SCALED    
 FG0550* NAVD 88     -       385.626  (meters)    1265.17   (feet)  ADJUSTED  
 FG0550  ___________________________________________________________________
 FG0550  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0550  DYNAMIC HT  -         385.261 (meters)    1263.98  (feet)  COMP
 FG0550  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FG0550
 FG0550  VERT ORDER  -  SECOND    CLASS 0
 FG0550
 FG0550.The horizontal coordinates were scaled from a topographic map and have
 FG0550.an estimated accuracy of +/- 6 seconds.
 FG0550
 FG0550.The orthometric height was determined by differential leveling
 FG0550.and adjusted by the National Geodetic Survey in June 1991..
 FG0550
 FG0550.The geoid height was determined by GEOID03.
 FG0550
 FG0550.The dynamic height is computed by dividing the NAVD 88
 FG0550.geopotential number by the normal gravity value computed on the
 FG0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0550.degrees latitude (g = 980.6199 gals.).
 FG0550
 FG0550.The modeled gravity was interpolated from observed gravity values.
 FG0550
 FG0550;                    North         East    Units  Estimated Accuracy
 FG0550;SPC AR N     -   142,210.      354,450.      MT  (+/- 180 meters Scaled)
 FG0550
 FG0550                          SUPERSEDED SURVEY CONTROL
 FG0550
 FG0550  NGVD 29 (??/??/92)  385.535  (m)         1264.88   (f) ADJ UNCH    2 0
 FG0550
 FG0550.Superseded values are not recommended for survey control.
 FG0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0550.See file dsdata.txt to determine how the superseded data were derived.
 FG0550
 FG0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV450412(NAD 83)
 FG0550_MARKER: DB = BENCH MARK DISK
 FG0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0550_STAMPING: Y 148 1935
 FG0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0550+STABILITY: SURFACE MOTION
 FG0550
 FG0550  HISTORY     - Date     Condition        Report By
 FG0550  HISTORY     - 1935     MONUMENTED       CGS
 FG0550  HISTORY     - 1963     MARK NOT FOUND   NGS
 FG0550  HISTORY     - 1973     MARK NOT FOUND   USGS
 FG0550
 FG0550                          STATION DESCRIPTION
 FG0550
 FG0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0550'3.9 MI NW FROM CLINTON.
 FG0550'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 FG0550'CLINTON, VAN BUREN COUNTY, ON THE WILLIAM EVANS PROPERTY, 375 FEET
 FG0550'SOUTHEAST OF A FARMHOUSE, IN THE SOUTHWEST CORNER OF A FIELD, 33 FEET
 FG0550'NORTHEAST OF THE JUNCTION OF A PRIVATE ROAD, 30 FEET NORTH OF THE
 FG0550'CENTERLINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTERLINE OF A FARM
 FG0550'ROAD, 12 FEET EAST OF A SOUTHWEST FENCE CORNER, AND 1 FOOT NORTH OF A
 FG0550'FENCE.  A STANDARD DISK, STAMPED Y 148 1935 AND SET IN THE TOP OF A
 FG0550'CONCRETE POST.
 FG0550
 FG0550                          STATION RECOVERY (1973)
 FG0550
 FG0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FG0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0625 ***********************************************************************
 FG0625  DESIGNATION -  Y 149
 FG0625  PID         -  FG0625
 FG0625  STATE/COUNTY-  AR/SEARCY
 FG0625  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0625
 FG0625                         *CURRENT SURVEY CONTROL
 FG0625  ___________________________________________________________________
 FG0625* NAD 83(1986)-  35 46 43.     (N)    092 45 01.     (W)     SCALED    
 FG0625* NAVD 88     -       563.582  (meters)    1849.02   (feet)  ADJUSTED  
 FG0625  ___________________________________________________________________
 FG0625  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0625  DYNAMIC HT  -         563.040 (meters)    1847.24  (feet)  COMP
 FG0625  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 FG0625
 FG0625  VERT ORDER  -  SECOND    CLASS 0
 FG0625
 FG0625.The horizontal coordinates were scaled from a topographic map and have
 FG0625.an estimated accuracy of +/- 6 seconds.
 FG0625
 FG0625.The orthometric height was determined by differential leveling
 FG0625.and adjusted by the National Geodetic Survey in June 1991..
 FG0625
 FG0625.The geoid height was determined by GEOID03.
 FG0625
 FG0625.The dynamic height is computed by dividing the NAVD 88
 FG0625.geopotential number by the normal gravity value computed on the
 FG0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0625.degrees latitude (g = 980.6199 gals.).
 FG0625
 FG0625.The modeled gravity was interpolated from observed gravity values.
 FG0625
 FG0625;                    North         East    Units  Estimated Accuracy
 FG0625;SPC AR N     -   160,600.      332,170.      MT  (+/- 180 meters Scaled)
 FG0625
 FG0625                          SUPERSEDED SURVEY CONTROL
 FG0625
 FG0625  NGVD 29 (??/??/92)  563.473  (m)         1848.66   (f) ADJ UNCH    2 0
 FG0625
 FG0625.Superseded values are not recommended for survey control.
 FG0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0625.See file dsdata.txt to determine how the superseded data were derived.
 FG0625
 FG0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV225594(NAD 83)
 FG0625_MARKER: DB = BENCH MARK DISK
 FG0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0625_STAMPING: Y 149 1935
 FG0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0625+STABILITY: SURFACE MOTION
 FG0625
 FG0625  HISTORY     - Date     Condition        Report By
 FG0625  HISTORY     - 1935     MONUMENTED       CGS
 FG0625
 FG0625                          STATION DESCRIPTION
 FG0625
 FG0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0625'IN IMO.
 FG0625'AT IMO, SEARCY COUNTY, 31 FEET EAST OF THE EAST SIDE OF THE J. A.
 FG0625'GATES RESIDENCE AND POST OFFICE, 22 FEET WEST OF THE CENTERLINE OF
 FG0625'STATE HIGHWAY 27, 18 FEET EAST OF A WELL CURB, 2 FEET NORTH OF A GATE,
 FG0625'AND 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED Y 149 1935 AND
 FG0625'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0561 ***********************************************************************
 FF0561  DESIGNATION -  Y 15
 FF0561  PID         -  FF0561
 FF0561  STATE/COUNTY-  AR/CROSS
 FF0561  USGS QUAD   -  HAMLIN (1984)
 FF0561
 FF0561                         *CURRENT SURVEY CONTROL
 FF0561  ___________________________________________________________________
 FF0561* NAD 83(1986)-  35 14 03.     (N)    090 55 34.     (W)     SCALED    
 FF0561* NAVD 88     -        67.067  (meters)     220.04   (feet)  ADJUSTED  
 FF0561  ___________________________________________________________________
 FF0561  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0561  DYNAMIC HT  -          67.007 (meters)     219.84  (feet)  COMP
 FF0561  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 FF0561
 FF0561  VERT ORDER  -  FIRST     CLASS II
 FF0561
 FF0561.The horizontal coordinates were scaled from a topographic map and have
 FF0561.an estimated accuracy of +/- 6 seconds.
 FF0561
 FF0561.The orthometric height was determined by differential leveling
 FF0561.and adjusted by the National Geodetic Survey in June 1991..
 FF0561
 FF0561.The geoid height was determined by GEOID03.
 FF0561
 FF0561.The dynamic height is computed by dividing the NAVD 88
 FF0561.geopotential number by the normal gravity value computed on the
 FF0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0561.degrees latitude (g = 980.6199 gals.).
 FF0561
 FF0561.The modeled gravity was interpolated from observed gravity values.
 FF0561
 FF0561;                    North         East    Units  Estimated Accuracy
 FF0561;SPC AR N     -   100,470.      497,750.      MT  (+/- 180 meters Scaled)
 FF0561
 FF0561                          SUPERSEDED SURVEY CONTROL
 FF0561
 FF0561  NGVD 29 (??/??/??)   67.034  (m)          219.93   (f) ADJUSTED    1 2
 FF0561
 FF0561.Superseded values are not recommended for survey control.
 FF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0561.See file dsdata.txt to determine how the superseded data were derived.
 FF0561
 FF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV887009(NAD 83)
 FF0561_MARKER: DB = BENCH MARK DISK
 FF0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0561_STAMPING: 219.842 Y 15 1932
 FF0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0561+STABILITY: SURFACE MOTION
 FF0561
 FF0561  HISTORY     - Date     Condition        Report By
 FF0561  HISTORY     - 1932     MONUMENTED       CGS
 FF0561  HISTORY     - 1956     GOOD             CGS
 FF0561  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0561
 FF0561                          STATION DESCRIPTION
 FF0561
 FF0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0561'6 MI E FROM FAIROAKS.
 FF0561'ABOUT 6.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0561'FROM THE STATION AT FAIROAKS ABOUT 0.15 MILE WEST OF MILE
 FF0561'POST 325, AT HAMLIN, 45 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK,
 FF0561'294 FEET EAST-SOUTHEAST OF CENTER OF ROAD CROSSING, 52 1/2
 FF0561'FEET SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE BASE OF A BATTERY
 FF0561'BOX, 317 FEET EAST-SOUTHEAST OF STATION AT HAMLIN, 35 1/2 FEET
 FF0561'SOUTHWEST OF TELEPHONE POLE WITH WIRES TO BATTERY BOX, 1 1/2
 FF0561'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 FF0561'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0561'FLUSH WITH GROUND.
 FF0561
 FF0561                          STATION RECOVERY (1981)
 FF0561
 FF0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0610 ***********************************************************************
 FG0610  DESIGNATION -  Y 150
 FG0610  PID         -  FG0610
 FG0610  STATE/COUNTY-  AR/SEARCY
 FG0610  USGS QUAD   -  TILLY (1980)
 FG0610
 FG0610                         *CURRENT SURVEY CONTROL
 FG0610  ___________________________________________________________________
 FG0610* NAD 83(1986)-  35 44 56.     (N)    092 46 58.     (W)     SCALED    
 FG0610* NAVD 88     -       550.487  (meters)    1806.06   (feet)  ADJUSTED  
 FG0610  ___________________________________________________________________
 FG0610  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FG0610  DYNAMIC HT  -         549.957 (meters)    1804.32  (feet)  COMP
 FG0610  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 FG0610
 FG0610  VERT ORDER  -  SECOND    CLASS 0
 FG0610
 FG0610.The horizontal coordinates were scaled from a topographic map and have
 FG0610.an estimated accuracy of +/- 6 seconds.
 FG0610
 FG0610.The orthometric height was determined by differential leveling
 FG0610.and adjusted by the National Geodetic Survey in June 1991..
 FG0610
 FG0610.The geoid height was determined by GEOID03.
 FG0610
 FG0610.The dynamic height is computed by dividing the NAVD 88
 FG0610.geopotential number by the normal gravity value computed on the
 FG0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0610.degrees latitude (g = 980.6199 gals.).
 FG0610
 FG0610.The modeled gravity was interpolated from observed gravity values.
 FG0610
 FG0610;                    North         East    Units  Estimated Accuracy
 FG0610;SPC AR N     -   157,330.      329,200.      MT  (+/- 180 meters Scaled)
 FG0610
 FG0610                          SUPERSEDED SURVEY CONTROL
 FG0610
 FG0610  NGVD 29 (??/??/92)  550.384  (m)         1805.72   (f) ADJ UNCH    2 0
 FG0610
 FG0610.Superseded values are not recommended for survey control.
 FG0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0610.See file dsdata.txt to determine how the superseded data were derived.
 FG0610
 FG0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV196561(NAD 83)
 FG0610_MARKER: DB = BENCH MARK DISK
 FG0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0610_STAMPING: Y 150 1935
 FG0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0610+STABILITY: SURFACE MOTION
 FG0610
 FG0610  HISTORY     - Date     Condition        Report By
 FG0610  HISTORY     - 1935     MONUMENTED       CGS
 FG0610
 FG0610                          STATION DESCRIPTION
 FG0610
 FG0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0610'3.7 MI N FROM UNA.
 FG0610'IN SEARCY COUNTY, 3.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM JUNCTION
 FG0610'OF THE CHIMES ROAD AT UNA, VAN BUREN COUNTY, 0.4 MILE NORTH OF THE W.
 FG0610'S. JUDD FARMHOUSE, 0.2 MILE SOUTH OF A CURVE, 59 FEET EAST OF THE
 FG0610'CENTERLINE OF THE HIGHWAY, 200 FEET WEST OF THE EDGE OF A RIDGE, 13
 FG0610'FEET NORTHEAST OF BLAZED OAK TREE 4 1/2 FEET APART, AND SET AT AN
 FG0610'ABANDONED FARMHOUSE SITE.  A STANDARD DISK, STAMPED Y 150 1935 AND SET
 FG0610'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0739 ***********************************************************************
 EJ0739  DESIGNATION -  Y 151
 EJ0739  PID         -  EJ0739
 EJ0739  STATE/COUNTY-  AR/HOT SPRING
 EJ0739  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0739
 EJ0739                         *CURRENT SURVEY CONTROL
 EJ0739  ___________________________________________________________________
 EJ0739* NAD 83(1986)-  34 18 45.     (N)    092 58 37.     (W)     SCALED    
 EJ0739* NAVD 88     -       120.375  (meters)     394.93   (feet)  ADJUSTED  
 EJ0739  ___________________________________________________________________
 EJ0739  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EJ0739  DYNAMIC HT  -         120.257 (meters)     394.54  (feet)  COMP
 EJ0739  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 EJ0739
 EJ0739  VERT ORDER  -  SECOND    CLASS 0
 EJ0739
 EJ0739.The horizontal coordinates were scaled from a topographic map and have
 EJ0739.an estimated accuracy of +/- 6 seconds.
 EJ0739
 EJ0739.The orthometric height was determined by differential leveling
 EJ0739.and adjusted by the National Geodetic Survey in June 1991..
 EJ0739
 EJ0739.The geoid height was determined by GEOID03.
 EJ0739
 EJ0739.The dynamic height is computed by dividing the NAVD 88
 EJ0739.geopotential number by the normal gravity value computed on the
 EJ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0739.degrees latitude (g = 980.6199 gals.).
 EJ0739
 EJ0739.The modeled gravity was interpolated from observed gravity values.
 EJ0739
 EJ0739;                    North         East    Units  Estimated Accuracy
 EJ0739;SPC AR S     -   582,970.      310,090.      MT  (+/- 180 meters Scaled)
 EJ0739
 EJ0739                          SUPERSEDED SURVEY CONTROL
 EJ0739
 EJ0739  NGVD 29 (??/??/92)  120.383  (m)          394.96   (f) ADJ UNCH    2 0
 EJ0739
 EJ0739.Superseded values are not recommended for survey control.
 EJ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0739.See file dsdata.txt to determine how the superseded data were derived.
 EJ0739
 EJ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT021968(NAD 83)
 EJ0739_MARKER: DB = BENCH MARK DISK
 EJ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0739_STAMPING: Y 151 1935
 EJ0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0739+STABILITY: SURFACE MOTION
 EJ0739
 EJ0739  HISTORY     - Date     Condition        Report By
 EJ0739  HISTORY     - 1935     MONUMENTED       CGS
 EJ0739
 EJ0739                          STATION DESCRIPTION
 EJ0739
 EJ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0739'9.4 MI NW FROM DONALDSON.
 EJ0739'9.4 MILES NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ0739'DONALDSON, ALONG ANTIOCH ROAD, AT THE ANTIOCH SCHOOL, 200 FEET SOUTH
 EJ0739'OF THE LOWER MURPHYSBOROUGH ROAD, 110 FEET NORTH OF THE NORTHEAST
 EJ0739'CORNER OF THE BUILDING, 35 FEET EAST OF A FORK IN THE ROADS, AT THE
 EJ0739'NORTHWEST CORNER OF A CEMETERY.  A STANDARD DISK, STAMPED Y 151 1935
 EJ0739'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0422 ***********************************************************************
 GF0422  DESIGNATION -  Y 152
 GF0422  PID         -  GF0422
 GF0422  STATE/COUNTY-  AR/NEWTON
 GF0422  USGS QUAD   -  PONCA (1967)
 GF0422
 GF0422                         *CURRENT SURVEY CONTROL
 GF0422  ___________________________________________________________________
 GF0422* NAD 83(1986)-  36 01 01.     (N)    093 16 55.     (W)     SCALED    
 GF0422* NAVD 88     -       660.651  (meters)    2167.49   (feet)  ADJUSTED  
 GF0422  ___________________________________________________________________
 GF0422  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GF0422  DYNAMIC HT  -         660.023 (meters)    2165.43  (feet)  COMP
 GF0422  MODELED GRAV-     979,660.3   (mgal)                       NAVD 88
 GF0422
 GF0422  VERT ORDER  -  SECOND    CLASS 0
 GF0422
 GF0422.The horizontal coordinates were scaled from a topographic map and have
 GF0422.an estimated accuracy of +/- 6 seconds.
 GF0422
 GF0422.The orthometric height was determined by differential leveling
 GF0422.and adjusted by the National Geodetic Survey in June 1991..
 GF0422
 GF0422.The geoid height was determined by GEOID03.
 GF0422
 GF0422.The dynamic height is computed by dividing the NAVD 88
 GF0422.geopotential number by the normal gravity value computed on the
 GF0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0422.degrees latitude (g = 980.6199 gals.).
 GF0422
 GF0422.The modeled gravity was interpolated from observed gravity values.
 GF0422
 GF0422;                    North         East    Units  Estimated Accuracy
 GF0422;SPC AR N     -   187,540.      284,450.      MT  (+/- 180 meters Scaled)
 GF0422
 GF0422                          SUPERSEDED SURVEY CONTROL
 GF0422
 GF0422  NGVD 29 (??/??/92)  660.531  (m)         2167.09   (f) ADJ UNCH    2 0
 GF0422
 GF0422.Superseded values are not recommended for survey control.
 GF0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0422.See file dsdata.txt to determine how the superseded data were derived.
 GF0422
 GF0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV745858(NAD 83)
 GF0422_MARKER: DB = BENCH MARK DISK
 GF0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0422_STAMPING: Y 152 1935
 GF0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0422+STABILITY: SURFACE MOTION
 GF0422
 GF0422  HISTORY     - Date     Condition        Report By
 GF0422  HISTORY     - 1935     MONUMENTED       CGS
 GF0422
 GF0422                          STATION DESCRIPTION
 GF0422
 GF0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0422'7.3 MI W FROM JASPER.
 GF0422'7.3 MILES WEST ALONG THE JASPER-PONCA ROAD FROM THE COURTHOUSE
 GF0422'AT JASPER, NEWTON COUNTY, IN A SMALL OPEN SPACE, ON THE SLOPE
 GF0422'OF A HILL, 39 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 45
 GF0422'FEET SOUTH OF THE CENTERLINE OF A WAGON ROAD LEADING SOUTHWEST,
 GF0422'82 FEET WEST OF A BROKEN 30-INCH OAK TREE, AND 81 FEET EAST OF A
 GF0422'10-INCH CEDAR TREE AMONG SMALLER CEDARS.  A STANDARD DISK, STAMPED
 GF0422'Y 152 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1512 ***********************************************************************
 FG1512  DESIGNATION -  Y 156
 FG1512  PID         -  FG1512
 FG1512  STATE/COUNTY-  AR/MADISON
 FG1512  USGS QUAD   -  WEATHERS (1973)
 FG1512
 FG1512                         *CURRENT SURVEY CONTROL
 FG1512  ___________________________________________________________________
 FG1512* NAD 83(1986)-  35 52 35.     (N)    093 31 13.     (W)     SCALED    
 FG1512* NAVD 88     -       755.612  (meters)    2479.04   (feet)  ADJUSTED  
 FG1512  ___________________________________________________________________
 FG1512  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FG1512  DYNAMIC HT  -         754.883 (meters)    2476.65  (feet)  COMP
 FG1512  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 FG1512
 FG1512  VERT ORDER  -  SECOND    CLASS 0
 FG1512
 FG1512.The horizontal coordinates were scaled from a topographic map and have
 FG1512.an estimated accuracy of +/- 6 seconds.
 FG1512
 FG1512.The orthometric height was determined by differential leveling
 FG1512.and adjusted by the National Geodetic Survey in June 1991..
 FG1512
 FG1512.The geoid height was determined by GEOID03.
 FG1512
 FG1512.The dynamic height is computed by dividing the NAVD 88
 FG1512.geopotential number by the normal gravity value computed on the
 FG1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1512.degrees latitude (g = 980.6199 gals.).
 FG1512
 FG1512.The modeled gravity was interpolated from observed gravity values.
 FG1512
 FG1512;                    North         East    Units  Estimated Accuracy
 FG1512;SPC AR N     -   172,250.      262,730.      MT  (+/- 180 meters Scaled)
 FG1512
 FG1512                          SUPERSEDED SURVEY CONTROL
 FG1512
 FG1512  NGVD 29 (??/??/92)  755.523  (m)         2478.74   (f) ADJ UNCH    2 0
 FG1512
 FG1512.Superseded values are not recommended for survey control.
 FG1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1512.See file dsdata.txt to determine how the superseded data were derived.
 FG1512
 FG1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV530703(NAD 83)
 FG1512_MARKER: DB = BENCH MARK DISK
 FG1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1512_STAMPING: Y 156 1935
 FG1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1512+STABILITY: SURFACE MOTION
 FG1512
 FG1512  HISTORY     - Date     Condition        Report By
 FG1512  HISTORY     - 1935     MONUMENTED       CGS
 FG1512
 FG1512                          STATION DESCRIPTION
 FG1512
 FG1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1512'2 MI NE FROM REDSTAR.
 FG1512'2 MILES NORTHEAST ALONG THE BOXLEY-REDSTAR ROAD FROM THE POST OFFICE
 FG1512'AT REDSTAR, MADISON COUNTY, AT A CURVE, 41 FEET SOUTHWEST OF THE
 FG1512'CENTERLINE OF THE JUNCTION OF A ROAD LEADING WEST, 84 FEET NORTH OF
 FG1512'THE WEST END OF A ROCK CULVERT, 22 FEET WEST OF THE CENTERLINE OF THE
 FG1512'ROAD, AND 10 FEET SOUTH OF THE ROAD LEADING WEST.  A STANDARD DISK,
 FG1512'STAMPED Y 156 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0418 ***********************************************************************
 GF0418  DESIGNATION -  Y 157
 GF0418  PID         -  GF0418
 GF0418  STATE/COUNTY-  AR/CARROLL
 GF0418  USGS QUAD   -  OSAGE (1968)
 GF0418
 GF0418                         *CURRENT SURVEY CONTROL
 GF0418  ___________________________________________________________________
 GF0418* NAD 83(1986)-  36 11 33.     (N)    093 23 22.     (W)     SCALED    
 GF0418* NAVD 88     -       406.598  (meters)    1333.98   (feet)  ADJUSTED  
 GF0418  ___________________________________________________________________
 GF0418  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GF0418  DYNAMIC HT  -         406.230 (meters)    1332.77  (feet)  COMP
 GF0418  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 GF0418
 GF0418  VERT ORDER  -  SECOND    CLASS 0
 GF0418
 GF0418.The horizontal coordinates were scaled from a topographic map and have
 GF0418.an estimated accuracy of +/- 6 seconds.
 GF0418
 GF0418.The orthometric height was determined by differential leveling
 GF0418.and adjusted by the National Geodetic Survey in June 1991..
 GF0418
 GF0418.The geoid height was determined by GEOID03.
 GF0418
 GF0418.The dynamic height is computed by dividing the NAVD 88
 GF0418.geopotential number by the normal gravity value computed on the
 GF0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0418.degrees latitude (g = 980.6199 gals.).
 GF0418
 GF0418.The modeled gravity was interpolated from observed gravity values.
 GF0418
 GF0418;                    North         East    Units  Estimated Accuracy
 GF0418;SPC AR N     -   207,150.      275,030.      MT  (+/- 180 meters Scaled)
 GF0418
 GF0418                          SUPERSEDED SURVEY CONTROL
 GF0418
 GF0418  NGVD 29 (??/??/92)  406.478  (m)         1333.59   (f) ADJ UNCH    2 0
 GF0418
 GF0418.Superseded values are not recommended for survey control.
 GF0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0418.See file dsdata.txt to determine how the superseded data were derived.
 GF0418
 GF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA649053(NAD 83)
 GF0418_MARKER: DB = BENCH MARK DISK
 GF0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0418_STAMPING: Y 157 1935
 GF0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0418+STABILITY: SURFACE MOTION
 GF0418
 GF0418  HISTORY     - Date     Condition        Report By
 GF0418  HISTORY     - 1935     MONUMENTED       CGS
 GF0418  HISTORY     - 1987     POOR             USPSQD
 GF0418
 GF0418                          STATION DESCRIPTION
 GF0418
 GF0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0418'1.1 MI NE FROM OSAGE.
 GF0418'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 68 FROM THE POST
 GF0418'OFFICE AT OSAGE, CARROLL COUNTY, 105 FEET SOUTHWEST OF A SMALL
 GF0418'STREAM, 46 FEET SOUTH OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE,
 GF0418'41 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH
 GF0418'OF THE NORTH CORNER OF A FENCE, 19 FEET SOUTHEAST OF A FENCE,
 GF0418'AND 15 FEET WEST OF THE WEST END OF A STONE FENCE.  A STANDARD
 GF0418'DISK, STAMPED Y 157 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0418
 GF0418                          STATION RECOVERY (1987)
 GF0418
 GF0418'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0418'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0442 ***********************************************************************
 GF0442  DESIGNATION -  Y 158
 GF0442  PID         -  GF0442
 GF0442  STATE/COUNTY-  AR/CARROLL
 GF0442  USGS QUAD   -  GREEN FOREST (1972)
 GF0442
 GF0442                         *CURRENT SURVEY CONTROL
 GF0442  ___________________________________________________________________
 GF0442* NAD 83(1986)-  36 19 02.     (N)    093 24 42.     (W)     SCALED    
 GF0442* NAVD 88     -       360.815  (meters)    1183.77   (feet)  ADJUSTED  
 GF0442  ___________________________________________________________________
 GF0442  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0442  DYNAMIC HT  -         360.495 (meters)    1182.72  (feet)  COMP
 GF0442  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 GF0442
 GF0442  VERT ORDER  -  SECOND    CLASS 0
 GF0442
 GF0442.The horizontal coordinates were scaled from a topographic map and have
 GF0442.an estimated accuracy of +/- 6 seconds.
 GF0442
 GF0442.The orthometric height was determined by differential leveling
 GF0442.and adjusted by the National Geodetic Survey in June 1991..
 GF0442
 GF0442.The geoid height was determined by GEOID03.
 GF0442
 GF0442.The dynamic height is computed by dividing the NAVD 88
 GF0442.geopotential number by the normal gravity value computed on the
 GF0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0442.degrees latitude (g = 980.6199 gals.).
 GF0442
 GF0442.The modeled gravity was interpolated from observed gravity values.
 GF0442
 GF0442;                    North         East    Units  Estimated Accuracy
 GF0442;SPC AR N     -   221,010.      273,230.      MT  (+/- 180 meters Scaled)
 GF0442
 GF0442                          SUPERSEDED SURVEY CONTROL
 GF0442
 GF0442  NGVD 29 (??/??/92)  360.690  (m)         1183.36   (f) ADJ UNCH    2 0
 GF0442
 GF0442.Superseded values are not recommended for survey control.
 GF0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0442.See file dsdata.txt to determine how the superseded data were derived.
 GF0442
 GF0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA630192(NAD 83)
 GF0442_MARKER: DB = BENCH MARK DISK
 GF0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0442_STAMPING: Y 158 1935
 GF0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0442+STABILITY: SURFACE MOTION
 GF0442
 GF0442  HISTORY     - Date     Condition        Report By
 GF0442  HISTORY     - 1935     MONUMENTED       CGS
 GF0442  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0442
 GF0442                          STATION DESCRIPTION
 GF0442
 GF0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0442'2.3 MI E FROM GREEN FOREST.
 GF0442'2.3 MILES EAST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY FROM
 GF0442'THE STATION AT GREEN FOREST, CARROLL COUNTY, 85 FEET SOUTHWEST
 GF0442'OF MILEPOST 102+25, 52 FEET SOUTH OF THE CENTER OF A ROAD CROSSING,
 GF0442'51 FEET SOUTH OF THE SOUTH CORNER OF TRESTLE 102-8, 47 FEET
 GF0442'SOUTHEAST OF THE CENTERLINE OF THE RAILROAD, AND 3 FEET WEST
 GF0442'OF THE EAST CORNER OF A FENCE.  A STANDARD DISK, STAMPED Y 158
 GF0442'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0442
 GF0442                          STATION RECOVERY (1971)
 GF0442
 GF0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0402 ***********************************************************************
 GF0402  DESIGNATION -  Y 159
 GF0402  PID         -  GF0402
 GF0402  STATE/COUNTY-  AR/NEWTON
 GF0402  USGS QUAD   -  OSAGE SW (1975)
 GF0402
 GF0402                         *CURRENT SURVEY CONTROL
 GF0402  ___________________________________________________________________
 GF0402* NAD 83(1986)-  36 00 07.     (N)    093 22 58.     (W)     SCALED    
 GF0402* NAVD 88     -       322.981  (meters)    1059.65   (feet)  ADJUSTED  
 GF0402  ___________________________________________________________________
 GF0402  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GF0402  DYNAMIC HT  -         322.686 (meters)    1058.68  (feet)  COMP
 GF0402  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 GF0402
 GF0402  VERT ORDER  -  SECOND    CLASS 0
 GF0402
 GF0402.The horizontal coordinates were scaled from a topographic map and have
 GF0402.an estimated accuracy of +/- 6 seconds.
 GF0402
 GF0402.The orthometric height was determined by differential leveling
 GF0402.and adjusted by the National Geodetic Survey in June 1991..
 GF0402
 GF0402.The geoid height was determined by GEOID03.
 GF0402
 GF0402.The dynamic height is computed by dividing the NAVD 88
 GF0402.geopotential number by the normal gravity value computed on the
 GF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0402.degrees latitude (g = 980.6199 gals.).
 GF0402
 GF0402.The modeled gravity was interpolated from observed gravity values.
 GF0402
 GF0402;                    North         East    Units  Estimated Accuracy
 GF0402;SPC AR N     -   186,000.      275,340.      MT  (+/- 180 meters Scaled)
 GF0402
 GF0402                          SUPERSEDED SURVEY CONTROL
 GF0402
 GF0402  NGVD 29 (??/??/92)  322.878  (m)         1059.31   (f) ADJ UNCH    2 0
 GF0402
 GF0402.Superseded values are not recommended for survey control.
 GF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0402.See file dsdata.txt to determine how the superseded data were derived.
 GF0402
 GF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV655842(NAD 83)
 GF0402_MARKER: DB = BENCH MARK DISK
 GF0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0402_STAMPING: Y 159 1935
 GF0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0402+STABILITY: SURFACE MOTION
 GF0402
 GF0402  HISTORY     - Date     Condition        Report By
 GF0402  HISTORY     - 1935     MONUMENTED       CGS
 GF0402
 GF0402                          STATION DESCRIPTION
 GF0402
 GF0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0402'2.2 MI NE FROM BOXLEY.
 GF0402'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 GF0402'AT BOXLEY, NEWTON COUNTY, 40 FEET NORTHWEST OF THE CENTERLINE OF
 GF0402'THE HIGHWAY, 30 FEET SOUTHWEST OF THE SOUTH CORNER OF THE R.H.
 GF0402'BILLINE FARMHOUSE, 25 FEET NORTHWEST OF A SOUTH FENCE CORNER, AND
 GF0402'1 1/2 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 GF0402'Y 159 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0518 ***********************************************************************
 GE0518  DESIGNATION -  Y 16
 GE0518  PID         -  GE0518
 GE0518  STATE/COUNTY-  AR/FULTON
 GE0518  USGS QUAD   -  SALEM KNOB (1984)
 GE0518
 GE0518                         *CURRENT SURVEY CONTROL
 GE0518  ___________________________________________________________________
 GE0518* NAD 83(1986)-  36 23 54.     (N)    091 46 39.     (W)     SCALED    
 GE0518* NAVD 88     -       221.132  (meters)     725.50   (feet)  ADJUSTED  
 GE0518  ___________________________________________________________________
 GE0518  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GE0518  DYNAMIC HT  -         220.947 (meters)     724.89  (feet)  COMP
 GE0518  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 GE0518
 GE0518  VERT ORDER  -  SECOND    CLASS 0
 GE0518
 GE0518.The horizontal coordinates were scaled from a topographic map and have
 GE0518.an estimated accuracy of +/- 6 seconds.
 GE0518
 GE0518.The orthometric height was determined by differential leveling
 GE0518.and adjusted by the National Geodetic Survey in June 1991..
 GE0518
 GE0518.The geoid height was determined by GEOID03.
 GE0518
 GE0518.The dynamic height is computed by dividing the NAVD 88
 GE0518.geopotential number by the normal gravity value computed on the
 GE0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0518.degrees latitude (g = 980.6199 gals.).
 GE0518
 GE0518.The modeled gravity was interpolated from observed gravity values.
 GE0518
 GE0518;                    North         East    Units  Estimated Accuracy
 GE0518;SPC AR N     -   229,130.      419,960.      MT  (+/- 180 meters Scaled)
 GE0518
 GE0518                          SUPERSEDED SURVEY CONTROL
 GE0518
 GE0518  NGVD 29 (??/??/92)  221.016  (m)          725.12   (f) ADJ UNCH    2 0
 GE0518
 GE0518.Superseded values are not recommended for survey control.
 GE0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0518.See file dsdata.txt to determine how the superseded data were derived.
 GE0518
 GE0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA096288(NAD 83)
 GE0518_MARKER: DB = BENCH MARK DISK
 GE0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0518_STAMPING: 725.117 Y 16 1932
 GE0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0518+STABILITY: SURFACE MOTION
 GE0518
 GE0518  HISTORY     - Date     Condition        Report By
 GE0518  HISTORY     - 1932     MONUMENTED       CGS
 GE0518  HISTORY     - 1935     GOOD             NGS
 GE0518  HISTORY     - 1979     MARK NOT FOUND   USGS
 GE0518
 GE0518                          STATION DESCRIPTION
 GE0518
 GE0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GE0518'3.6 MI NE FROM SALEM.
 GE0518'ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM SALEM,
 GE0518'FULTON COUNTY, ABOUT 1/2 MILE NORTHEAST OF THE HICKORY GROVE
 GE0518'SCHOOLHOUSE, AT A CURVE, 84 FEET NORTH OF A 2-FOOT ELM TREE, 56
 GE0518'FEET NORTH OF THE NORTH CORNER OF THE H.L. MYZE HOUSE, 58 FEET
 GE0518'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST OF A
 GE0518'FENCE.  A STANDARD DISK, STAMPED 725.117 Y 16 1932 AND SET IN
 GE0518'THE TOP OF A CONCRETE POST.
 GE0518
 GE0518                          STATION RECOVERY (1935)
 GE0518
 GE0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GE0518'RECOVERED IN GOOD CONDITION.
 GE0518
 GE0518                          STATION RECOVERY (1979)
 GE0518
 GE0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GE0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1000 ***********************************************************************
 EJ1000  DESIGNATION -  Y 161
 EJ1000  PID         -  EJ1000
 EJ1000  STATE/COUNTY-  AR/GARLAND
 EJ1000  USGS QUAD   -  AVANT (1975)
 EJ1000
 EJ1000                         *CURRENT SURVEY CONTROL
 EJ1000  ___________________________________________________________________
 EJ1000* NAD 83(1986)-  34 43 02.     (N)    093 20 40.     (W)     SCALED    
 EJ1000* NAVD 88     -       225.117  (meters)     738.57   (feet)  ADJUSTED  
 EJ1000  ___________________________________________________________________
 EJ1000  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EJ1000  DYNAMIC HT  -         224.890 (meters)     737.83  (feet)  COMP
 EJ1000  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 EJ1000
 EJ1000  VERT ORDER  -  SECOND    CLASS 0
 EJ1000
 EJ1000.The horizontal coordinates were scaled from a topographic map and have
 EJ1000.an estimated accuracy of +/- 6 seconds.
 EJ1000
 EJ1000.The orthometric height was determined by differential leveling
 EJ1000.and adjusted by the National Geodetic Survey in June 1991..
 EJ1000
 EJ1000.The geoid height was determined by GEOID03.
 EJ1000
 EJ1000.The dynamic height is computed by dividing the NAVD 88
 EJ1000.geopotential number by the normal gravity value computed on the
 EJ1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1000.degrees latitude (g = 980.6199 gals.).
 EJ1000
 EJ1000.The modeled gravity was interpolated from observed gravity values.
 EJ1000
 EJ1000;                    North         East    Units  Estimated Accuracy
 EJ1000;SPC AR S     -   628,250.      276,850.      MT  (+/- 180 meters Scaled)
 EJ1000
 EJ1000                          SUPERSEDED SURVEY CONTROL
 EJ1000
 EJ1000  NGVD 29 (??/??/92)  225.073  (m)          738.43   (f) ADJ UNCH    2 0
 EJ1000
 EJ1000.Superseded values are not recommended for survey control.
 EJ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1000.See file dsdata.txt to determine how the superseded data were derived.
 EJ1000
 EJ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU684417(NAD 83)
 EJ1000_MARKER: DB = BENCH MARK DISK
 EJ1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1000_STAMPING: Y 161 1935
 EJ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1000+STABILITY: SURFACE MOTION
 EJ1000
 EJ1000  HISTORY     - Date     Condition        Report By
 EJ1000  HISTORY     - 1935     MONUMENTED       CGS
 EJ1000  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1000
 EJ1000                          STATION DESCRIPTION
 EJ1000
 EJ1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1000'0.9 MI NW FROM MT TABOR.
 EJ1000'0.9 MILE NORTHWEST ALONG THE ALY ROAD FROM THE CHURCH AT MOUNT TABOR,
 EJ1000'GARLAND COUNTY, 0.3 MILE SOUTHEAST OF A FARMHOUSE, 24.4 FEET NORTHEAST
 EJ1000'OF THE CENTER LINE OF THE ROAD, 18 FEET NORTHEAST OF A SOUTHWEST
 EJ1000'RAIL-FENCE CORNER, AND AT THE SOUTHWEST CORNER OF A FIELD. A STANDARD
 EJ1000'DISK, STAMPED Y 161 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1000
 EJ1000                          STATION RECOVERY (1998)
 EJ1000
 EJ1000'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1280 ***********************************************************************
 EJ1280  DESIGNATION -  Y 162
 EJ1280  PID         -  EJ1280
 EJ1280  STATE/COUNTY-  AR/MONTGOMERY
 EJ1280  USGS QUAD   -  BONNERDALE (1966)
 EJ1280
 EJ1280                         *CURRENT SURVEY CONTROL
 EJ1280  ___________________________________________________________________
 EJ1280* NAD 83(1986)-  34 28 12.     (N)    093 27 34.     (W)     SCALED    
 EJ1280* NAVD 88     -       222.657  (meters)     730.50   (feet)  ADJUSTED  
 EJ1280  ___________________________________________________________________
 EJ1280  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EJ1280  DYNAMIC HT  -         222.432 (meters)     729.76  (feet)  COMP
 EJ1280  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 EJ1280
 EJ1280  VERT ORDER  -  SECOND    CLASS 0
 EJ1280
 EJ1280.The horizontal coordinates were scaled from a topographic map and have
 EJ1280.an estimated accuracy of +/- 6 seconds.
 EJ1280
 EJ1280.The orthometric height was determined by differential leveling
 EJ1280.and adjusted by the National Geodetic Survey in June 1991..
 EJ1280
 EJ1280.The geoid height was determined by GEOID03.
 EJ1280
 EJ1280.The dynamic height is computed by dividing the NAVD 88
 EJ1280.geopotential number by the normal gravity value computed on the
 EJ1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1280.degrees latitude (g = 980.6199 gals.).
 EJ1280
 EJ1280.The modeled gravity was interpolated from observed gravity values.
 EJ1280
 EJ1280;                    North         East    Units  Estimated Accuracy
 EJ1280;SPC AR S     -   600,970.      265,930.      MT  (+/- 180 meters Scaled)
 EJ1280
 EJ1280                          SUPERSEDED SURVEY CONTROL
 EJ1280
 EJ1280  NGVD 29 (??/??/92)  222.624  (m)          730.39   (f) ADJ UNCH    2 0
 EJ1280
 EJ1280.Superseded values are not recommended for survey control.
 EJ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1280.See file dsdata.txt to determine how the superseded data were derived.
 EJ1280
 EJ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU578143(NAD 83)
 EJ1280_MARKER: DD = SURVEY DISK
 EJ1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1280_STAMPING: Y 162 1935
 EJ1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1280+STABILITY: SURFACE MOTION
 EJ1280
 EJ1280  HISTORY     - Date     Condition        Report By
 EJ1280  HISTORY     - 1935     MONUMENTED       CGS
 EJ1280  HISTORY     - 1961     GOOD             NGS
 EJ1280
 EJ1280                          STATION DESCRIPTION
 EJ1280
 EJ1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1280'13.3 MI E FROM CADDO GAP.
 EJ1280'13.3 MILES EAST ALONG THE BUTTERMILK SPRINGS ROAD AND THE OLD
 EJ1280'DALLAS-HOT SPRINGS ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ1280'CADDO GAP, MONTGOMERY COUNTY, 0.7 MILE EAST OF ALAMO SCHOOL, 60 FEET
 EJ1280'NORTH OF THE JUNCTION OF THE BLUE CREEK ROAD, 20.5 FEET NORTHWEST OF
 EJ1280'THE CENTER LINE OF THE BLUE CREEK ROAD, AND 5.3 FEET NORTHWEST OF A
 EJ1280'POLE.  A STANDARD DISK, STAMPED Y 162 1935 AND SET IN THE TOP OF A
 EJ1280'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1618 ***********************************************************************
 FF1618  DESIGNATION -  Y 164
 FF1618  PID         -  FF1618
 FF1618  STATE/COUNTY-  AR/INDEPENDENCE
 FF1618  USGS QUAD   -  CAVE CITY (1989)
 FF1618
 FF1618                         *CURRENT SURVEY CONTROL
 FF1618  ___________________________________________________________________
 FF1618* NAD 83(1986)-  35 53 04.     (N)    091 33 04.     (W)     SCALED    
 FF1618* NAVD 88     -       206.451  (meters)     677.33   (feet)  ADJUSTED  
 FF1618  ___________________________________________________________________
 FF1618  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FF1618  DYNAMIC HT  -         206.271 (meters)     676.74  (feet)  COMP
 FF1618  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 FF1618
 FF1618  VERT ORDER  -  SECOND    CLASS 0
 FF1618
 FF1618.The horizontal coordinates were scaled from a topographic map and have
 FF1618.an estimated accuracy of +/- 6 seconds.
 FF1618
 FF1618.The orthometric height was determined by differential leveling
 FF1618.and adjusted by the National Geodetic Survey in June 1991..
 FF1618
 FF1618.The geoid height was determined by GEOID03.
 FF1618
 FF1618.The dynamic height is computed by dividing the NAVD 88
 FF1618.geopotential number by the normal gravity value computed on the
 FF1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1618.degrees latitude (g = 980.6199 gals.).
 FF1618
 FF1618.The modeled gravity was interpolated from observed gravity values.
 FF1618
 FF1618;                    North         East    Units  Estimated Accuracy
 FF1618;SPC AR N     -   172,180.      440,530.      MT  (+/- 180 meters Scaled)
 FF1618
 FF1618                          SUPERSEDED SURVEY CONTROL
 FF1618
 FF1618  NGVD 29 (??/??/??)  206.375  (m)          677.08   (f) ADJUSTED    2 0
 FF1618
 FF1618.Superseded values are not recommended for survey control.
 FF1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1618.See file dsdata.txt to determine how the superseded data were derived.
 FF1618
 FF1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV307721(NAD 83)
 FF1618_MARKER: DB = BENCH MARK DISK
 FF1618_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1618_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF1618_STAMPING: Y 164 1955
 FF1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1618
 FF1618  HISTORY     - Date     Condition        Report By
 FF1618  HISTORY     - 1955     MONUMENTED       CGS
 FF1618  HISTORY     - 198612   MARK NOT FOUND   USGS
 FF1618
 FF1618                          STATION DESCRIPTION
 FF1618
 FF1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1618'4 MI S FROM CAVE CITY.
 FF1618'4.05 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 FF1618'CAVE CITY, 0.25 MILE SOUTH OF THE TOP OF A HILL, 60 FEET EAST OF
 FF1618'THE CENTER LINE OF THE HIGHWAY, 37.6 FEET SOUTH OF A TELEPHONE
 FF1618'POLE, 2 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST,
 FF1618'0.75 MILE NORTHEAST OF BENCH MARK R 165, SET IN THE TOP OF A
 FF1618'6 INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS
 FF1618'0.6 FOOT ABOVE THE GROUND.
 FF1618
 FF1618                          STATION RECOVERY (1986)
 FF1618
 FF1618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 FF1618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1604 ***********************************************************************
 FF1604  DESIGNATION -  Y 165
 FF1604  PID         -  FF1604
 FF1604  STATE/COUNTY-  AR/SHARP
 FF1604  USGS QUAD   -  CAVE CITY (1989)
 FF1604
 FF1604                         *CURRENT SURVEY CONTROL
 FF1604  ___________________________________________________________________
 FF1604* NAD 83(1986)-  35 58 57.     (N)    091 33 42.     (W)     SCALED    
 FF1604* NAVD 88     -       164.580  (meters)     539.96   (feet)  ADJUSTED  
 FF1604  ___________________________________________________________________
 FF1604  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FF1604  DYNAMIC HT  -         164.438 (meters)     539.49  (feet)  COMP
 FF1604  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 FF1604
 FF1604  VERT ORDER  -  SECOND    CLASS 0
 FF1604
 FF1604.The horizontal coordinates were scaled from a topographic map and have
 FF1604.an estimated accuracy of +/- 6 seconds.
 FF1604
 FF1604.The orthometric height was determined by differential leveling
 FF1604.and adjusted by the National Geodetic Survey in June 1991..
 FF1604
 FF1604.The geoid height was determined by GEOID03.
 FF1604
 FF1604.The dynamic height is computed by dividing the NAVD 88
 FF1604.geopotential number by the normal gravity value computed on the
 FF1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1604.degrees latitude (g = 980.6199 gals.).
 FF1604
 FF1604.The modeled gravity was interpolated from observed gravity values.
 FF1604
 FF1604;                    North         East    Units  Estimated Accuracy
 FF1604;SPC AR N     -   183,050.      439,530.      MT  (+/- 180 meters Scaled)
 FF1604
 FF1604                          SUPERSEDED SURVEY CONTROL
 FF1604
 FF1604  NGVD 29 (??/??/??)  164.501  (m)          539.70   (f) ADJUSTED    2 0
 FF1604
 FF1604.Superseded values are not recommended for survey control.
 FF1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1604.See file dsdata.txt to determine how the superseded data were derived.
 FF1604
 FF1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV296829(NAD 83)
 FF1604_MARKER: DD = SURVEY DISK
 FF1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1604_SP_SET: CULVERT
 FF1604_STAMPING: Y 165 1955
 FF1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1604
 FF1604  HISTORY     - Date     Condition        Report By
 FF1604  HISTORY     - 1955     MONUMENTED       CGS
 FF1604
 FF1604                          STATION DESCRIPTION
 FF1604
 FF1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1604'3.6 MI NW FROM CAVE CITY.
 FF1604'3.55 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 FF1604'AT CAVE CITY, 0.15 MILE SOUTHEAST OF A CHURCH, 20 FEET NORTHEAST
 FF1604'OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE SOUTHEAST OF A ROAD
 FF1604'INTERSECTION, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 FF1604'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0645 ***********************************************************************
 GE0645  DESIGNATION -  Y 166
 GE0645  PID         -  GE0645
 GE0645  STATE/COUNTY-  AR/SHARP
 GE0645  USGS QUAD   -  EVENING SHADE (1961)
 GE0645
 GE0645                         *CURRENT SURVEY CONTROL
 GE0645  ___________________________________________________________________
 GE0645* NAD 83(1986)-  36 02 07.     (N)    091 35 43.     (W)     SCALED    
 GE0645* NAVD 88     -       179.754  (meters)     589.74   (feet)  ADJUSTED  
 GE0645  ___________________________________________________________________
 GE0645  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GE0645  DYNAMIC HT  -         179.599 (meters)     589.23  (feet)  COMP
 GE0645  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GE0645
 GE0645  VERT ORDER  -  SECOND    CLASS 0
 GE0645
 GE0645.The horizontal coordinates were scaled from a topographic map and have
 GE0645.an estimated accuracy of +/- 6 seconds.
 GE0645
 GE0645.The orthometric height was determined by differential leveling
 GE0645.and adjusted by the National Geodetic Survey in June 1991..
 GE0645
 GE0645.The geoid height was determined by GEOID03.
 GE0645
 GE0645.The dynamic height is computed by dividing the NAVD 88
 GE0645.geopotential number by the normal gravity value computed on the
 GE0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0645.degrees latitude (g = 980.6199 gals.).
 GE0645
 GE0645.The modeled gravity was interpolated from observed gravity values.
 GE0645
 GE0645;                    North         East    Units  Estimated Accuracy
 GE0645;SPC AR N     -   188,900.      436,470.      MT  (+/- 180 meters Scaled)
 GE0645
 GE0645                          SUPERSEDED SURVEY CONTROL
 GE0645
 GE0645  NGVD 29 (??/??/92)  179.667  (m)          589.46   (f) ADJ UNCH    2 0
 GE0645
 GE0645.Superseded values are not recommended for survey control.
 GE0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0645.See file dsdata.txt to determine how the superseded data were derived.
 GE0645
 GE0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV265887(NAD 83)
 GE0645_MARKER: DB = BENCH MARK DISK
 GE0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0645_STAMPING: Y 166 1955
 GE0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0645+STABILITY: SURFACE MOTION
 GE0645
 GE0645  HISTORY     - Date     Condition        Report By
 GE0645  HISTORY     - 1955     MONUMENTED       CGS
 GE0645
 GE0645                          STATION DESCRIPTION
 GE0645
 GE0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0645'3.2 MI S FROM EVENING SHADE.
 GE0645'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0645'EVENING SHADE, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 11, 63
 GE0645'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON THE EXTENDED
 GE0645'CENTER LINE OF A DIRT ROAD LEADING EAST, AT THE SOUTHEAST END
 GE0645'OF A CUT, 53.8 FEET SOUTHEAST OF A CONCRETE HIGHWAY RIGHT OF WAY
 GE0645'MARKER, 2.3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 GE0645'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1130 ***********************************************************************
 EH1130  DESIGNATION -  Y 167
 EH1130  PID         -  EH1130
 EH1130  STATE/COUNTY-  AR/MONROE
 EH1130  USGS QUAD   -  DE VALLS BLUFF SE (1968)
 EH1130
 EH1130                         *CURRENT SURVEY CONTROL
 EH1130  ___________________________________________________________________
 EH1130* NAD 83(1986)-  34 52 09.     (N)    091 15 18.     (W)     SCALED    
 EH1130* NAVD 88     -        54.294  (meters)     178.13   (feet)  ADJUSTED  
 EH1130  ___________________________________________________________________
 EH1130  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1130  DYNAMIC HT  -          54.244 (meters)     177.97  (feet)  COMP
 EH1130  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 EH1130
 EH1130  VERT ORDER  -  FIRST     CLASS II
 EH1130
 EH1130.The horizontal coordinates were scaled from a topographic map and have
 EH1130.an estimated accuracy of +/- 6 seconds.
 EH1130
 EH1130.The orthometric height was determined by differential leveling
 EH1130.and adjusted by the National Geodetic Survey in June 1991..
 EH1130
 EH1130.The geoid height was determined by GEOID03.
 EH1130
 EH1130.The dynamic height is computed by dividing the NAVD 88
 EH1130.geopotential number by the normal gravity value computed on the
 EH1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1130.degrees latitude (g = 980.6199 gals.).
 EH1130
 EH1130.The modeled gravity was interpolated from observed gravity values.
 EH1130
 EH1130;                    North         East    Units  Estimated Accuracy
 EH1130;SPC AR S     -   644,540.      468,120.      MT  (+/- 180 meters Scaled)
 EH1130
 EH1130                          SUPERSEDED SURVEY CONTROL
 EH1130
 EH1130  NGVD 29 (??/??/??)   54.296  (m)          178.14   (f) ADJUSTED    1 2
 EH1130
 EH1130.Superseded values are not recommended for survey control.
 EH1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1130.See file dsdata.txt to determine how the superseded data were derived.
 EH1130
 EH1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU594599(NAD 83)
 EH1130_MARKER: DB = BENCH MARK DISK
 EH1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1130_STAMPING: Y 167 1955
 EH1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1130+STABILITY: SURFACE MOTION
 EH1130
 EH1130  HISTORY     - Date     Condition        Report By
 EH1130  HISTORY     - 1955     MONUMENTED       CGS
 EH1130  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1130
 EH1130                          STATION DESCRIPTION
 EH1130
 EH1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1130'3.95 MI SW FROM BRINKLEY.
 EH1130'ABOUT 3.95 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1130'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 260 YARDS SOUTHWEST
 EH1130'OF MILE POLE 73, ABOUT 218 YARDS SOUTHWEST OF SOUTHWEST END OF TRESTLE
 EH1130'NO. 730, ABOUT 111 YARDS NORTHEAST OF AN ABANDONED ROAD CROSSING
 EH1130'LEADING NORTHWEST TO AN OLD HOUSE AND BARN, 96 1/2 FEET NORTHWEST OF
 EH1130'NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE LINE, 10 FEET SOUTHEAST OF
 EH1130'A FIELD ROAD PARALLEL TO TRACK, 80 FEET WEST OF THE 5TH TELEPHONE POLE
 EH1130'SOUTHWEST OF SOUTHWEST END OF TRESTLE, 98 1/2 FEET NORTH OF THE 6TH
 EH1130'TELEPHONE POLE SOUTHWEST OF SOUTHWEST END OF TRESTLE, 2 FEET SOUTHWEST
 EH1130'OF A WHITE WOODEN WITNES POST, ABOUT 7 FEET BELOW LEVEL OF TRACK AND
 EH1130'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EH1130
 EH1130                          STATION RECOVERY (1967)
 EH1130
 EH1130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1205 ***********************************************************************
 EH1205  DESIGNATION -  Y 168
 EH1205  PID         -  EH1205
 EH1205  STATE/COUNTY-  AR/MONROE
 EH1205  USGS QUAD   -  CLARENDON (1968)
 EH1205
 EH1205                         *CURRENT SURVEY CONTROL
 EH1205  ___________________________________________________________________
 EH1205* NAD 83(1986)-  34 39 54.     (N)    091 20 06.     (W)     SCALED    
 EH1205* NAVD 88     -        50.878  (meters)     166.92   (feet)  ADJUSTED  
 EH1205  ___________________________________________________________________
 EH1205  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH1205  DYNAMIC HT  -          50.830 (meters)     166.76  (feet)  COMP
 EH1205  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 EH1205
 EH1205  VERT ORDER  -  FIRST     CLASS II
 EH1205
 EH1205.The horizontal coordinates were scaled from a topographic map and have
 EH1205.an estimated accuracy of +/- 6 seconds.
 EH1205
 EH1205.The orthometric height was determined by differential leveling
 EH1205.and adjusted by the National Geodetic Survey in June 1991..
 EH1205
 EH1205.The geoid height was determined by GEOID03.
 EH1205
 EH1205.The dynamic height is computed by dividing the NAVD 88
 EH1205.geopotential number by the normal gravity value computed on the
 EH1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1205.degrees latitude (g = 980.6199 gals.).
 EH1205
 EH1205.The modeled gravity was interpolated from observed gravity values.
 EH1205
 EH1205;                    North         East    Units  Estimated Accuracy
 EH1205;SPC AR S     -   621,840.      460,950.      MT  (+/- 180 meters Scaled)
 EH1205
 EH1205                          SUPERSEDED SURVEY CONTROL
 EH1205
 EH1205  NGVD 29 (??/??/??)   50.900  (m)          166.99   (f) ADJUSTED    1 2
 EH1205
 EH1205.Superseded values are not recommended for survey control.
 EH1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1205.See file dsdata.txt to determine how the superseded data were derived.
 EH1205
 EH1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU525371(NAD 83)
 EH1205_MARKER: DB = BENCH MARK DISK
 EH1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1205_STAMPING: Y 168 1955
 EH1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1205+STABILITY: SURFACE MOTION
 EH1205
 EH1205  HISTORY     - Date     Condition        Report By
 EH1205  HISTORY     - 1955     MONUMENTED       CGS
 EH1205
 EH1205                          STATION DESCRIPTION
 EH1205
 EH1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1205'2.75 MI SW FROM CLARENDON.
 EH1205'ABOUT 2.75 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1205'FROM THE STATION AT CLARENDON, ABOUT 0.25 MILE NORTHEAST OF MILE POLE
 EH1205'217, 85 FEET EAST-NORTHEAST OF SOUTH CORNER OF SOUTHWEST END OF 2-MILE
 EH1205'LONG TRESTLE NO. 214/87, 55 FEET SOUTHEAST OF CENTER LINE OF TRACK AND
 EH1205'TRESTLE, 90 FEET NORTHEAST OF THE FIRST TELEPHONE POLE SOUTHWEST OF
 EH1205'SOUTHWEST END OF TRESTLE, 98 FEET SOUTHWEST OF A TELEPHONE POLE, 2 1/2
 EH1205'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 12 FEET BELOW
 EH1205'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 EH1205'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0602 ***********************************************************************
 FF0602  DESIGNATION -  Y 169
 FF0602  PID         -  FF0602
 FF0602  STATE/COUNTY-  AR/ST FRANCIS
 FF0602  USGS QUAD   -  FORREST CITY (1976)
 FF0602
 FF0602                         *CURRENT SURVEY CONTROL
 FF0602  ___________________________________________________________________
 FF0602* NAD 83(1986)-  35 00 30.     (N)    090 46 56.     (W)     SCALED    
 FF0602* NAVD 88     -        88.517  (meters)     290.41   (feet)  ADJUSTED  
 FF0602  ___________________________________________________________________
 FF0602  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0602  DYNAMIC HT  -          88.437 (meters)     290.15  (feet)  COMP
 FF0602  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FF0602
 FF0602  VERT ORDER  -  FIRST     CLASS II
 FF0602
 FF0602.The horizontal coordinates were scaled from a topographic map and have
 FF0602.an estimated accuracy of +/- 6 seconds.
 FF0602
 FF0602.The orthometric height was determined by differential leveling
 FF0602.and adjusted by the National Geodetic Survey in June 1991..
 FF0602
 FF0602.The geoid height was determined by GEOID03.
 FF0602
 FF0602.The dynamic height is computed by dividing the NAVD 88
 FF0602.geopotential number by the normal gravity value computed on the
 FF0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0602.degrees latitude (g = 980.6199 gals.).
 FF0602
 FF0602.The modeled gravity was interpolated from observed gravity values.
 FF0602
 FF0602;                    North         East    Units  Estimated Accuracy
 FF0602;SPC AR N     -    75,570.      511,150.      MT  (+/- 180 meters Scaled)
 FF0602
 FF0602                          SUPERSEDED SURVEY CONTROL
 FF0602
 FF0602  NGVD 29 (??/??/??)   88.500  (m)          290.35   (f) ADJUSTED    1 2
 FF0602
 FF0602.Superseded values are not recommended for survey control.
 FF0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0602.See file dsdata.txt to determine how the superseded data were derived.
 FF0602
 FF0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU023762(NAD 83)
 FF0602_MARKER: DB = BENCH MARK DISK
 FF0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0602_SP_SET: CONCRETE BASE
 FF0602_STAMPING: Y 169 1955
 FF0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0602
 FF0602  HISTORY     - Date     Condition        Report By
 FF0602  HISTORY     - 1955     MONUMENTED       CGS
 FF0602  HISTORY     - 20030603 MARK NOT FOUND   USACE
 FF0602
 FF0602                          STATION DESCRIPTION
 FF0602
 FF0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0602'AT FORREST CITY.
 FF0602'AT FORREST CITY, ABOUT 0.15 MILE NORTHEAST ALONG THE CHICAGO,
 FF0602'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION, AT OVERPASS
 FF0602'OF FORREST STREET OVER TRACKS, SET VERTICALLY IN THE NORTHWEST
 FF0602'FACE OF THE SOUTHWEST CONCRETE BASE OF THE SECOND STEEL PIER
 FF0602'SOUTHEAST OF THE TRACK (ALSO THE SECOND PIER NORTHWEST OF
 FF0602'SOUTHEAST END OF OVERPASS), 52.8 FEET SOUTHEAST OF SOUTHEAST
 FF0602'RAIL OF SOUTHEAST TRACK AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.
 FF0602
 FF0602                          STATION RECOVERY (2003)
 FF0602
 FF0602'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0016 ***********************************************************************
 FG0016  DESIGNATION -  Y 17
 FG0016  PID         -  FG0016
 FG0016  STATE/COUNTY-  AR/STONE
 FG0016  USGS QUAD   -  MOUNTAIN VIEW (1969)
 FG0016
 FG0016                         *CURRENT SURVEY CONTROL
 FG0016  ___________________________________________________________________
 FG0016* NAD 83(1986)-  35 51 53.     (N)    092 06 29.     (W)     SCALED    
 FG0016* NAVD 88     -       226.108  (meters)     741.82   (feet)  ADJUSTED  
 FG0016  ___________________________________________________________________
 FG0016  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FG0016  DYNAMIC HT  -         225.910 (meters)     741.17  (feet)  COMP
 FG0016  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FG0016
 FG0016  VERT ORDER  -  SECOND    CLASS 0
 FG0016
 FG0016.The horizontal coordinates were scaled from a topographic map and have
 FG0016.an estimated accuracy of +/- 6 seconds.
 FG0016
 FG0016.The orthometric height was determined by differential leveling
 FG0016.and adjusted by the National Geodetic Survey in June 1991..
 FG0016
 FG0016.The geoid height was determined by GEOID03.
 FG0016
 FG0016.The dynamic height is computed by dividing the NAVD 88
 FG0016.geopotential number by the normal gravity value computed on the
 FG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0016.degrees latitude (g = 980.6199 gals.).
 FG0016
 FG0016.The modeled gravity was interpolated from observed gravity values.
 FG0016
 FG0016;                    North         East    Units  Estimated Accuracy
 FG0016;SPC AR N     -   169,900.      390,240.      MT  (+/- 180 meters Scaled)
 FG0016
 FG0016                          SUPERSEDED SURVEY CONTROL
 FG0016
 FG0016  NGVD 29 (??/??/92)  226.013  (m)          741.51   (f) ADJ UNCH    2 0
 FG0016
 FG0016.Superseded values are not recommended for survey control.
 FG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0016.See file dsdata.txt to determine how the superseded data were derived.
 FG0016
 FG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV805693(NAD 83)
 FG0016_MARKER: DB = BENCH MARK DISK
 FG0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0016+STABILITY: SURFACE MOTION
 FG0016
 FG0016  HISTORY     - Date     Condition        Report By
 FG0016  HISTORY     - UNK      MONUMENTED       CGS
 FG0016  HISTORY     - 1932     GOOD             NGS
 FG0016  HISTORY     - 1962     MARK NOT FOUND   USGS
 FG0016
 FG0016                          STATION DESCRIPTION
 FG0016
 FG0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0016'0.50 MI E FROM MOUNTAIN VIEW.
 FG0016'LOCATED AT THE N.E. CORNER OF THE Y INTERSECTION OF HIGHWAYS NOS 9, 16
 FG0016'AND 66 IN THE S.W. CORNER OF A PLOT OF GROUND OWNED BY W.M. BREWER. 30
 FG0016'FEET N.W. OF THE CENTER LINE OF HWY. NO. 44 AT CURVE, 90 FEET NORTH OF
 FG0016'THE CENTER LINE OF HWY. NO. 66, 88 FEET S.E. OF NORTH END OF Y AND 1
 FG0016'FOOT N.E. OF FENCE.
 FG0016
 FG0016                          STATION RECOVERY (1962)
 FG0016
 FG0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FG0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0892 ***********************************************************************
 EH0892  DESIGNATION -  Y 170
 EH0892  PID         -  EH0892
 EH0892  STATE/COUNTY-  AR/PHILLIPS
 EH0892  USGS QUAD   -  WEST HELENA (1982)
 EH0892
 EH0892                         *CURRENT SURVEY CONTROL
 EH0892  ___________________________________________________________________
 EH0892* NAD 83(1986)-  34 35 54.     (N)    090 43 57.     (W)     SCALED    
 EH0892* NAVD 88     -        59.807  (meters)     196.22   (feet)  ADJUSTED  
 EH0892  ___________________________________________________________________
 EH0892  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH0892  DYNAMIC HT  -          59.749 (meters)     196.03  (feet)  COMP
 EH0892  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 EH0892
 EH0892  VERT ORDER  -  FIRST     CLASS II
 EH0892
 EH0892.The horizontal coordinates were scaled from a topographic map and have
 EH0892.an estimated accuracy of +/- 6 seconds.
 EH0892
 EH0892.The orthometric height was determined by differential leveling
 EH0892.and adjusted by the National Geodetic Survey in June 1991..
 EH0892
 EH0892.The geoid height was determined by GEOID03.
 EH0892
 EH0892.The dynamic height is computed by dividing the NAVD 88
 EH0892.geopotential number by the normal gravity value computed on the
 EH0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0892.degrees latitude (g = 980.6199 gals.).
 EH0892
 EH0892.The modeled gravity was interpolated from observed gravity values.
 EH0892
 EH0892;                    North         East    Units  Estimated Accuracy
 EH0892;SPC AR S     -   614,970.      516,260.      MT  (+/- 180 meters Scaled)
 EH0892
 EH0892                          SUPERSEDED SURVEY CONTROL
 EH0892
 EH0892  NGVD 29 (??/??/??)   59.832  (m)          196.30   (f) ADJUSTED    1 2
 EH0892
 EH0892.Superseded values are not recommended for survey control.
 EH0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0892.See file dsdata.txt to determine how the superseded data were derived.
 EH0892
 EH0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU079308(NAD 83)
 EH0892_MARKER: DB = BENCH MARK DISK
 EH0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0892_STAMPING: Y 170 1956
 EH0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0892+STABILITY: SURFACE MOTION
 EH0892
 EH0892  HISTORY     - Date     Condition        Report By
 EH0892  HISTORY     - 1956     MONUMENTED       CGS
 EH0892  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0892  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0892
 EH0892                          STATION DESCRIPTION
 EH0892
 EH0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0892'1.0 MI E FROM LEXA.
 EH0892'ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 EH0892'RAILROAD STATION AT LEXA, ABOUT 0.6 MILE EAST OF A WOODEN BRIDGE OVER
 EH0892'CANEY CREEK, ABOUT 235 YARDS WEST OF A WOODEN BRIDGE OVER A CREEK
 EH0892'BRANCH, ABOUT 0.25 MILE WEST OF CROSSING OF THE ABANDONED GRADE OF THE
 EH0892'MISSOURI AND ARKANSAS RIALROAD, 38 FEET SOUTH OF CENTER LINE OF ROAD,
 EH0892'4 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 27 FEET WEST OF CENTER
 EH0892'LINE OF A FIELD ROAD SOUTH, 2 FEET EAST OF A QHITE WOODEN WITNESS
 EH0892'POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 EH0892'CONCRETE POST PROJECTING 2 INCHES.
 EH0892
 EH0892                          STATION RECOVERY (1976)
 EH0892
 EH0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0892'MARK NOT FOUND.
 EH0892
 EH0892                          STATION RECOVERY (1978)
 EH0892
 EH0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0882 ***********************************************************************
 EH0882  DESIGNATION -  Y 171
 EH0882  PID         -  EH0882
 EH0882  STATE/COUNTY-  AR/LEE
 EH0882  USGS QUAD   -  RONDO (1971)
 EH0882
 EH0882                         *CURRENT SURVEY CONTROL
 EH0882  ___________________________________________________________________
 EH0882* NAD 83(1986)-  34 39 23.     (N)    090 45 00.     (W)     SCALED    
 EH0882* NAVD 88     -        62.300  (meters)     204.40   (feet)  ADJUSTED  
 EH0882  ___________________________________________________________________
 EH0882  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0882  DYNAMIC HT  -          62.241 (meters)     204.20  (feet)  COMP
 EH0882  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 EH0882
 EH0882  VERT ORDER  -  FIRST     CLASS II
 EH0882
 EH0882.The horizontal coordinates were scaled from a topographic map and have
 EH0882.an estimated accuracy of +/- 6 seconds.
 EH0882
 EH0882.The orthometric height was determined by differential leveling
 EH0882.and adjusted by the National Geodetic Survey in June 1991..
 EH0882
 EH0882.The geoid height was determined by GEOID03.
 EH0882
 EH0882.The dynamic height is computed by dividing the NAVD 88
 EH0882.geopotential number by the normal gravity value computed on the
 EH0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0882.degrees latitude (g = 980.6199 gals.).
 EH0882
 EH0882.The modeled gravity was interpolated from observed gravity values.
 EH0882
 EH0882;                    North         East    Units  Estimated Accuracy
 EH0882;SPC AR S     -   621,390.      514,580.      MT  (+/- 180 meters Scaled)
 EH0882
 EH0882                          SUPERSEDED SURVEY CONTROL
 EH0882
 EH0882  NGVD 29 (??/??/??)   62.318  (m)          204.46   (f) ADJUSTED    1 2
 EH0882
 EH0882.Superseded values are not recommended for survey control.
 EH0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0882.See file dsdata.txt to determine how the superseded data were derived.
 EH0882
 EH0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU061372(NAD 83)
 EH0882_MARKER: DB = BENCH MARK DISK
 EH0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0882_STAMPING: Y 171 1956
 EH0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0882+STABILITY: SURFACE MOTION
 EH0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0882+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH0882
 EH0882  HISTORY     - Date     Condition        Report By
 EH0882  HISTORY     - 1956     MONUMENTED       CGS
 EH0882  HISTORY     - 20030422 GOOD             USACE
 EH0882
 EH0882                          STATION DESCRIPTION
 EH0882
 EH0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0882'0.8 MI W FROM LAGRANGE.
 EH0882'ABOUT 0.8 MILE WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 EH0882'MISSOURI PACIFIC RAILROAD AT LAGRANGE, ABOUT 1.0 MILE EAST OF
 EH0882'INTERSECTION OF STATE HIHGWAY 1, AT THE JUNCTION OF A DIRT ROAD SOUTH,
 EH0882'120 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD, 15 FEET EAST OF CENTER
 EH0882'LINE OF DIRT ROAD SOUTH, 55 1/2 FEET NROTH OF A POWER POLE, 1 FOOT
 EH0882'WEST OF A FENCE LINE, 29 1/2 FEET SOUTH OF A FENCE CORNER, 34 1/2 FEET
 EH0882'WEST-NORTHWEST OF A FORKED 24-INCH PECAN TREE, 2 FEET NORTH OF A WHITE
 EH0882'WOODEN WOTNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 EH0882'CONCRETE POST PROJECTING 2 INCHES.
 EH0882
 EH0882                          STATION RECOVERY (2003)
 EH0882
 EH0882'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0630 ***********************************************************************
 FF0630  DESIGNATION -  Y 172
 FF0630  PID         -  FF0630
 FF0630  STATE/COUNTY-  AR/ST FRANCIS
 FF0630  USGS QUAD   -  MADISON (1993)
 FF0630
 FF0630                         *CURRENT SURVEY CONTROL
 FF0630  ___________________________________________________________________
 FF0630* NAD 83(1986)-  35 04 50.     (N)    090 38 10.     (W)     SCALED    
 FF0630* NAVD 88     -        61.375  (meters)     201.36   (feet)  ADJUSTED  
 FF0630  ___________________________________________________________________
 FF0630  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF0630  DYNAMIC HT  -          61.320 (meters)     201.18  (feet)  COMP
 FF0630  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 FF0630
 FF0630  VERT ORDER  -  FIRST     CLASS II
 FF0630
 FF0630.The horizontal coordinates were scaled from a topographic map and have
 FF0630.an estimated accuracy of +/- 6 seconds.
 FF0630
 FF0630.The orthometric height was determined by differential leveling
 FF0630.and adjusted by the National Geodetic Survey in June 1991..
 FF0630
 FF0630.The geoid height was determined by GEOID03.
 FF0630
 FF0630.The dynamic height is computed by dividing the NAVD 88
 FF0630.geopotential number by the normal gravity value computed on the
 FF0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0630.degrees latitude (g = 980.6199 gals.).
 FF0630
 FF0630.The modeled gravity was interpolated from observed gravity values.
 FF0630
 FF0630;                    North         East    Units  Estimated Accuracy
 FF0630;SPC AR N     -    83,760.      524,380.      MT  (+/- 180 meters Scaled)
 FF0630
 FF0630                          SUPERSEDED SURVEY CONTROL
 FF0630
 FF0630  NGVD 29 (??/??/??)   61.358  (m)          201.31   (f) ADJUSTED    1 2
 FF0630
 FF0630.Superseded values are not recommended for survey control.
 FF0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0630.See file dsdata.txt to determine how the superseded data were derived.
 FF0630
 FF0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU155845(NAD 83)
 FF0630_MARKER: DB = BENCH MARK DISK
 FF0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0630_STAMPING: Y 172 1956
 FF0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0630+STABILITY: SURFACE MOTION
 FF0630
 FF0630  HISTORY     - Date     Condition        Report By
 FF0630  HISTORY     - 1956     MONUMENTED       CGS
 FF0630  HISTORY     - 20030514 MARK NOT FOUND   USACE
 FF0630
 FF0630                          STATION DESCRIPTION
 FF0630
 FF0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0630'2.6 MI NW FROM ROUND POND.
 FF0630'ABOUT 1.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE OVERPASS OF
 FF0630'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD OVER ROAD AT ROUND
 FF0630'POND, THENCE ABOUT 0.8 MILE WEST ALONG A GRADED ROAD, THENCE
 FF0630'ABOUT 0.2 MILE NORTHWEST AND 0.2 MILE WEST ALONG GRADED ROADS,
 FF0630'AT ROUND POND AIRPORT, 25 FEET NORTH OF CENTER LINE OF ROAD, 2.8
 FF0630'FEET EAST OF A POWER POLE WITH A TRANSFORMER AND A BRANCH LINE
 FF0630'SOUTHWEST, 30 FEET SOUTHEAST OF SOUTHEAST CORNER OF A TENANT
 FF0630'HOUSE, 207 FEET EAST OF CENTER LINE OF DRIVE TO HANGAR, ABOUT
 FF0630'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0630'3 INCHES.
 FF0630
 FF0630                          STATION RECOVERY (2003)
 FF0630
 FF0630'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0248 ***********************************************************************
 FF0248  DESIGNATION -  Y 173
 FF0248  PID         -  FF0248
 FF0248  STATE/COUNTY-  AR/CRITTENDEN
 FF0248  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0248
 FF0248                         *CURRENT SURVEY CONTROL
 FF0248  ___________________________________________________________________
 FF0248* NAD 83(1986)-  35 08 43.     (N)    090 12 24.     (W)     SCALED    
 FF0248* NAVD 88     -        65.057  (meters)     213.44   (feet)  ADJUSTED  
 FF0248  ___________________________________________________________________
 FF0248  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF0248  DYNAMIC HT  -          64.998 (meters)     213.25  (feet)  COMP
 FF0248  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FF0248
 FF0248  VERT ORDER  -  FIRST     CLASS II
 FF0248
 FF0248.The horizontal coordinates were scaled from a topographic map and have
 FF0248.an estimated accuracy of +/- 6 seconds.
 FF0248
 FF0248.The orthometric height was determined by differential leveling
 FF0248.and adjusted by the National Geodetic Survey in June 1991..
 FF0248
 FF0248.The geoid height was determined by GEOID03.
 FF0248
 FF0248.The dynamic height is computed by dividing the NAVD 88
 FF0248.geopotential number by the normal gravity value computed on the
 FF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0248.degrees latitude (g = 980.6199 gals.).
 FF0248
 FF0248.The modeled gravity was interpolated from observed gravity values.
 FF0248
 FF0248;                    North         East    Units  Estimated Accuracy
 FF0248;SPC AR N     -    91,570.      563,410.      MT  (+/- 180 meters Scaled)
 FF0248
 FF0248                          SUPERSEDED SURVEY CONTROL
 FF0248
 FF0248  NGVD 29 (??/??/??)   65.031  (m)          213.36   (f) ADJUSTED    1 2
 FF0248
 FF0248.Superseded values are not recommended for survey control.
 FF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0248.See file dsdata.txt to determine how the superseded data were derived.
 FF0248
 FF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU544927(NAD 83)
 FF0248_MARKER: DB = BENCH MARK DISK
 FF0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0248_STAMPING: Y 173 1956
 FF0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0248+STABILITY: SURFACE MOTION
 FF0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0248+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 FF0248
 FF0248  HISTORY     - Date     Condition        Report By
 FF0248  HISTORY     - 1956     MONUMENTED       CGS
 FF0248  HISTORY     - 1974     GOOD             NGS
 FF0248  HISTORY     - 20030130 GOOD             USACE
 FF0248
 FF0248                          STATION DESCRIPTION
 FF0248
 FF0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0248'1.2 MI W FROM WEST MEMPHIS.
 FF0248'1.25 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AND
 FF0248'JUNCTION OF U.S. HIGHWAY 61 AT WEST MEMPHIS, ABOUT 0.65 MILE OF
 FF0248'BOWEN AIR FIELD, ABOUT 0.75 MILE EAST OF FARMERS AIR FIELD, 64
 FF0248'FEET SOUTH OF CENTER LINE OF HIGHWAY, 198 FEET WEST-SOUTHWEST OF
 FF0248'SOUTHWEST CORNER OF CONCRETE HIGHWAY BRIDGE OVER TEN MILE BAYOU,
 FF0248'48 1/2 FEET EAST OF CENTER LINE OF A DIRT ROAD LEADING SOUTH,
 FF0248'30 1/2 FEET EAST-SOUTHEAST OF EAST END OF A CORRUGATED PIPE
 FF0248'CULVERT UNDER DIRT ROAD, 1.7 FEET NORTHEAST OF A HIGHWAY R/W
 FF0248'MARKER POST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0248'1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FF0248'POST PROJECTING 2 INCHES.
 FF0248
 FF0248                          STATION RECOVERY (1974)
 FF0248
 FF0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0248'RECOVERED IN GOOD CONDITION.
 FF0248
 FF0248                          STATION RECOVERY (2003)
 FF0248
 FF0248'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0161 ***********************************************************************
 FF0161  DESIGNATION -  Y 174
 FF0161  PID         -  FF0161
 FF0161  STATE/COUNTY-  AR/CRITTENDEN
 FF0161  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0161
 FF0161                         *CURRENT SURVEY CONTROL
 FF0161  ___________________________________________________________________
 FF0161* NAD 83(1986)-  35 10 39.     (N)    090 08 32.     (W)     SCALED    
 FF0161* NAVD 88     -        66.368  (meters)     217.74   (feet)  ADJUSTED  
 FF0161  ___________________________________________________________________
 FF0161  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0161  DYNAMIC HT  -          66.308 (meters)     217.55  (feet)  COMP
 FF0161  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FF0161
 FF0161  VERT ORDER  -  FIRST     CLASS II
 FF0161
 FF0161.The horizontal coordinates were scaled from a topographic map and have
 FF0161.an estimated accuracy of +/- 6 seconds.
 FF0161
 FF0161.The orthometric height was determined by differential leveling
 FF0161.and adjusted by the National Geodetic Survey in June 1991..
 FF0161
 FF0161.The geoid height was determined by GEOID03.
 FF0161
 FF0161.The dynamic height is computed by dividing the NAVD 88
 FF0161.geopotential number by the normal gravity value computed on the
 FF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0161.degrees latitude (g = 980.6199 gals.).
 FF0161
 FF0161.The modeled gravity was interpolated from observed gravity values.
 FF0161
 FF0161;                    North         East    Units  Estimated Accuracy
 FF0161;SPC AR N     -    95,250.      569,210.      MT  (+/- 180 meters Scaled)
 FF0161
 FF0161                          SUPERSEDED SURVEY CONTROL
 FF0161
 FF0161  NGVD 29 (??/??/??)   66.338  (m)          217.64   (f) ADJUSTED    1 2
 FF0161
 FF0161.Superseded values are not recommended for survey control.
 FF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0161.See file dsdata.txt to determine how the superseded data were derived.
 FF0161
 FF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU602964(NAD 83)
 FF0161_MARKER: DB = BENCH MARK DISK
 FF0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0161_STAMPING: Y 174 1956
 FF0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0161
 FF0161  HISTORY     - Date     Condition        Report By
 FF0161  HISTORY     - 1956     MONUMENTED       CGS
 FF0161  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0161
 FF0161                          STATION DESCRIPTION
 FF0161
 FF0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0161'4 MI SE FROM MARION.
 FF0161'3.95 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0161'FROM THE STATION AT MARION, AT ABOUT RIGHT ANGLE ACROSS AND
 FF0161'UNDER TRACK AND TRESTLE NO. 477.6 FROM MILEAGE TELEPHONE POLE NO.
 FF0161'477/26, ABOUT 86 YARDS SOUTHEAST OF NORTHWEST END OF TRESTLE
 FF0161'NO. 477.6, 159 1/2 FEET WEST OF SOUTH CORNER OF TRESTLE NO. 477.6,
 FF0161'22 FEET SOUTHWEST OF SOUTHWEST END OF NO. 20 SET OF PILINGS OF
 FF0161'TRESTLE, 22 1/2 FEET SOUTH OF SOUTHWEST END OF NO. 19 SET OF
 FF0161'PILINGS OF TRESTLE, 3.4 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT
 FF0161'9 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK BRAZED ON TOP OF
 FF0161'A 3-INCH IRON PIPE PROJECTING 3 INCHES.
 FF0161
 FF0161                          STATION RECOVERY (1992)
 FF0161
 FF0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0161'THE TRESTLE HAS BEEN REMOVED AND THE AREA HAS BEEN FILLED.  ASSUMED
 FF0161'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0542 ***********************************************************************
 FF0542  DESIGNATION -  Y 175
 FF0542  PID         -  FF0542
 FF0542  STATE/COUNTY-  AR/CROSS
 FF0542  USGS QUAD   -  WYNNE (1992)
 FF0542
 FF0542                         *CURRENT SURVEY CONTROL
 FF0542  ___________________________________________________________________
 FF0542* NAD 83(1986)-  35 13 38.     (N)    090 49 21.     (W)     SCALED    
 FF0542* NAVD 88     -        70.417  (meters)     231.03   (feet)  ADJUSTED  
 FF0542  ___________________________________________________________________
 FF0542  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0542  DYNAMIC HT  -          70.354 (meters)     230.82  (feet)  COMP
 FF0542  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 FF0542
 FF0542  VERT ORDER  -  FIRST     CLASS II
 FF0542
 FF0542.The horizontal coordinates were scaled from a topographic map and have
 FF0542.an estimated accuracy of +/- 6 seconds.
 FF0542
 FF0542.The orthometric height was determined by differential leveling
 FF0542.and adjusted by the National Geodetic Survey in June 1991..
 FF0542
 FF0542.The geoid height was determined by GEOID03.
 FF0542
 FF0542.The dynamic height is computed by dividing the NAVD 88
 FF0542.geopotential number by the normal gravity value computed on the
 FF0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0542.degrees latitude (g = 980.6199 gals.).
 FF0542
 FF0542.The modeled gravity was interpolated from observed gravity values.
 FF0542
 FF0542;                    North         East    Units  Estimated Accuracy
 FF0542;SPC AR N     -    99,810.      507,190.      MT  (+/- 180 meters Scaled)
 FF0542
 FF0542                          SUPERSEDED SURVEY CONTROL
 FF0542
 FF0542  NGVD 29 (??/??/??)   70.385  (m)          230.92   (f) ADJUSTED    1 2
 FF0542
 FF0542.Superseded values are not recommended for survey control.
 FF0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0542.See file dsdata.txt to determine how the superseded data were derived.
 FF0542
 FF0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV981004(NAD 83)
 FF0542_MARKER: DB = BENCH MARK DISK
 FF0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0542_SP_SET: CULVERT
 FF0542_STAMPING: Y 175 1956
 FF0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0542+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 FF0542
 FF0542  HISTORY     - Date     Condition        Report By
 FF0542  HISTORY     - 1956     MONUMENTED       CGS
 FF0542  HISTORY     - 20030602 GOOD             USACE
 FF0542
 FF0542                          STATION DESCRIPTION
 FF0542
 FF0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0542'1.8 MI W FROM WYNNE.
 FF0542'ABOUT 1.75 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0542'THE STATION AT WYNNE, ACOSS TRACK FROM POINT BETWEEN TELEPHONE
 FF0542'POLES 330/21 AND 330/22, IN THE TOP OF WEST END OF THE SOUTH
 FF0542'HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 12 FEET SOUTH OF SOUTH
 FF0542'RAIL, 1.1 FEET EAST OF WEST END OF HEAD WALL AND ABOUT 3 1/2
 FF0542'FEET BELOW LEVEL OF TRACK.
 FF0542
 FF0542                          STATION RECOVERY (2003)
 FF0542
 FF0542'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1059 ***********************************************************************
 EH1059  DESIGNATION -  Y 176
 EH1059  PID         -  EH1059
 EH1059  STATE/COUNTY-  AR/MONROE
 EH1059  USGS QUAD   -  CLARENDON (1968)
 EH1059
 EH1059                         *CURRENT SURVEY CONTROL
 EH1059  ___________________________________________________________________
 EH1059* NAD 83(1986)-  34 39 00.     (N)    091 15 56.     (W)     SCALED    
 EH1059* NAVD 88     -        53.385  (meters)     175.15   (feet)  ADJUSTED  
 EH1059  ___________________________________________________________________
 EH1059  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH1059  DYNAMIC HT  -          53.334 (meters)     174.98  (feet)  COMP
 EH1059  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 EH1059
 EH1059  VERT ORDER  -  FIRST     CLASS II
 EH1059
 EH1059.The horizontal coordinates were scaled from a topographic map and have
 EH1059.an estimated accuracy of +/- 6 seconds.
 EH1059
 EH1059.The orthometric height was determined by differential leveling
 EH1059.and adjusted by the National Geodetic Survey in June 1991..
 EH1059
 EH1059.The geoid height was determined by GEOID03.
 EH1059
 EH1059.The dynamic height is computed by dividing the NAVD 88
 EH1059.geopotential number by the normal gravity value computed on the
 EH1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1059.degrees latitude (g = 980.6199 gals.).
 EH1059
 EH1059.The modeled gravity was interpolated from observed gravity values.
 EH1059
 EH1059;                    North         East    Units  Estimated Accuracy
 EH1059;SPC AR S     -   620,220.      467,330.      MT  (+/- 180 meters Scaled)
 EH1059
 EH1059                          SUPERSEDED SURVEY CONTROL
 EH1059
 EH1059  NGVD 29 (??/??/??)   53.406  (m)          175.22   (f) ADJUSTED    1 2
 EH1059
 EH1059.Superseded values are not recommended for survey control.
 EH1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1059.See file dsdata.txt to determine how the superseded data were derived.
 EH1059
 EH1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU589355(NAD 83)
 EH1059_MARKER: DB = BENCH MARK DISK
 EH1059_SETTING: 0 = UNSPECIFIED SETTING
 EH1059_STAMPING: Y 176 1955
 EH1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1059
 EH1059  HISTORY     - Date     Condition        Report By
 EH1059  HISTORY     - 1955     MONUMENTED       CGS
 EH1059  HISTORY     - 1966     MARK NOT FOUND   USGS
 EH1059
 EH1059                          STATION DESCRIPTION
 EH1059
 EH1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1059'4.05 MI SE FROM CLARENDON.
 EH1059'ABOUT 4.05 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 EH1059'THE JUNCTION OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT CLARENDON, ABOUT
 EH1059'0.15 MILE SOUTHEAST OF A FARM ROAD CROSSING LEADING TO A HOUSE
 EH1059'NORTHEAST OF TRACK, 146 FEET SOUTHWEST AND ACROSS A GRAVEL ROAD FROM
 EH1059'THE SOUTHWEST RAIL, 69 FEET SOUTHWEST OF CENTER LINE OF GRAVEL ROAD,
 EH1059'148 FEET SOUTHWEST AND ACROSS ROAD FROM THE CENTER OF CROSSING OF
 EH1059'TRACK AND A DIM FARM ROAD, 1 1/2 FEET NORTHEAST OF A FENCE LINE, 2 1/2
 EH1059'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 EH1059'LEVEL OF TRACK AND ABOUT LEVEL WITH ROAD.
 EH1059
 EH1059                          STATION RECOVERY (1966)
 EH1059
 EH1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EH1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1278 ***********************************************************************
 FF1278  DESIGNATION -  Y 177
 FF1278  PID         -  FF1278
 FF1278  STATE/COUNTY-  AR/WOODRUFF
 FF1278  USGS QUAD   -  HUNTER EAST (1993)
 FF1278
 FF1278                         *CURRENT SURVEY CONTROL
 FF1278  ___________________________________________________________________
 FF1278* NAD 83(1986)-  35 07 00.     (N)    091 05 30.     (W)     SCALED    
 FF1278* NAVD 88     -        62.429  (meters)     204.82   (feet)  ADJUSTED  
 FF1278  ___________________________________________________________________
 FF1278  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF1278  DYNAMIC HT  -          62.373 (meters)     204.64  (feet)  COMP
 FF1278  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 FF1278
 FF1278  VERT ORDER  -  FIRST     CLASS II
 FF1278
 FF1278.The horizontal coordinates were scaled from a topographic map and have
 FF1278.an estimated accuracy of +/- 6 seconds.
 FF1278
 FF1278.The orthometric height was determined by differential leveling
 FF1278.and adjusted by the National Geodetic Survey in June 1991..
 FF1278
 FF1278.The geoid height was determined by GEOID03.
 FF1278
 FF1278.The dynamic height is computed by dividing the NAVD 88
 FF1278.geopotential number by the normal gravity value computed on the
 FF1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1278.degrees latitude (g = 980.6199 gals.).
 FF1278
 FF1278.The modeled gravity was interpolated from observed gravity values.
 FF1278
 FF1278;                    North         East    Units  Estimated Accuracy
 FF1278;SPC AR N     -    87,290.      482,800.      MT  (+/- 180 meters Scaled)
 FF1278
 FF1278                          SUPERSEDED SURVEY CONTROL
 FF1278
 FF1278  NGVD 29 (??/??/??)   62.406  (m)          204.74   (f) ADJUSTED    1 2
 FF1278
 FF1278.Superseded values are not recommended for survey control.
 FF1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1278.See file dsdata.txt to determine how the superseded data were derived.
 FF1278
 FF1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU739876(NAD 83)
 FF1278_MARKER: DB = BENCH MARK DISK
 FF1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1278_STAMPING: Y 177 1956
 FF1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1278+STABILITY: SURFACE MOTION
 FF1278
 FF1278  HISTORY     - Date     Condition        Report By
 FF1278  HISTORY     - 1956     MONUMENTED       CGS
 FF1278  HISTORY     - 1970     MARK NOT FOUND   NGS
 FF1278
 FF1278                          STATION DESCRIPTION
 FF1278
 FF1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1278'0.5 MI SW FROM HILLEMANN.
 FF1278'0.5 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1278'THE STATION AT HILLEMANN, ABOUT 0.1 MILE SOUTHWEST OF MILE POLE
 FF1278'182, AT CROSSING OF A POWER TRANSMISSION LINE, 107 FEET NORTHWEST
 FF1278'AND ACROSS STATE HIGHWAY 39 FROM THE NORTHWEST RAIL, 32 FEET
 FF1278'NORTHWEST OF CENTER LINE OF HIGHWAY, 83 FEET SOUTHEAST OF
 FF1278'SOUTHEAST LEG OF POWER TRANSMISSION TOWER NO. 141 (THREE WOODEN
 FF1278'LEGS), 120 FEET NORTH-NORTHEAST OF A POWER POLE, 2 FEET SOUTHEAST
 FF1278'OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 FF1278'ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF1278'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A DITCH HAS BEEN DUG
 FF1278'AT THE SIGHT.
 FF1278
 FF1278                          STATION RECOVERY (1970)
 FF1278
 FF1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FF1278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0145 ***********************************************************************
 FF0145  DESIGNATION -  Y 178
 FF0145  PID         -  FF0145
 FF0145  STATE/COUNTY-  AR/CRITTENDEN
 FF0145  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0145
 FF0145                         *CURRENT SURVEY CONTROL
 FF0145  ___________________________________________________________________
 FF0145* NAD 83(1986)-  35 14 54.     (N)    090 12 43.     (W)     SCALED    
 FF0145* NAVD 88     -        67.401  (meters)     221.13   (feet)  ADJUSTED  
 FF0145  ___________________________________________________________________
 FF0145  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0145  DYNAMIC HT  -          67.341 (meters)     220.93  (feet)  COMP
 FF0145  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FF0145
 FF0145  VERT ORDER  -  FIRST     CLASS II
 FF0145
 FF0145.The horizontal coordinates were scaled from a topographic map and have
 FF0145.an estimated accuracy of +/- 6 seconds.
 FF0145
 FF0145.The orthometric height was determined by differential leveling
 FF0145.and adjusted by the National Geodetic Survey in June 1991..
 FF0145
 FF0145.The geoid height was determined by GEOID03.
 FF0145
 FF0145.The dynamic height is computed by dividing the NAVD 88
 FF0145.geopotential number by the normal gravity value computed on the
 FF0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0145.degrees latitude (g = 980.6199 gals.).
 FF0145
 FF0145.The modeled gravity was interpolated from observed gravity values.
 FF0145
 FF0145;                    North         East    Units  Estimated Accuracy
 FF0145;SPC AR N     -   102,990.      562,720.      MT  (+/- 180 meters Scaled)
 FF0145
 FF0145                          SUPERSEDED SURVEY CONTROL
 FF0145
 FF0145  NGVD 29 (??/??/??)   67.361  (m)          221.00   (f) ADJUSTED    1 2
 FF0145
 FF0145.Superseded values are not recommended for survey control.
 FF0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0145.See file dsdata.txt to determine how the superseded data were derived.
 FF0145
 FF0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV536041(NAD 83)
 FF0145_MARKER: DB = BENCH MARK DISK
 FF0145_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0145_SP_SET: 50 FEET
 FF0145_STAMPING: Y 178 1956
 FF0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0145
 FF0145  HISTORY     - Date     Condition        Report By
 FF0145  HISTORY     - 1956     MONUMENTED       CGS
 FF0145  HISTORY     - 1969     MARK NOT FOUND   CGS
 FF0145  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0145
 FF0145                          STATION DESCRIPTION
 FF0145
 FF0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0145'2.5 MI NW FROM MARION.
 FF0145'ABOUT 2.5 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0145'RAILWAY FROM THE STATION AT MARION, ACROSS TRACK AND OLD U.S.
 FF0145'HIGHWAY 63 FROM MILEAGE POLE 471/06, 159 FEET SOUTHWEST AND
 FF0145'ACROSS OLD HIGHWAY FROM SOUTHWEST RAIL OF SOUTHWEST TRACK, 125
 FF0145'FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF OLD HIGHWAY AND
 FF0145'A GRAVEL ROAD LEADING EAST, 114 FEET SOUTHWEST OF CENTER LINE OF
 FF0145'OLD HIGHWAY, 29 FEET NORTH OF CENTER LINE OF A PRIVATE ROAD
 FF0145'WEST, 2 FEET EAST OF EAST CORNER OF A WHITE FRAME HOUSE, ABOUT
 FF0145'7 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A
 FF0145'COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND SURROUNDED
 FF0145'BY A 4-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD IS DRIVEN TO
 FF0145'A DEPTH OF 50-FEET.
 FF0145
 FF0145                          STATION RECOVERY (1969)
 FF0145
 FF0145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FF0145'MARK NOT FOUND.
 FF0145
 FF0145                          STATION RECOVERY (1992)
 FF0145
 FF0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0145'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0740 ***********************************************************************
 FF0740  DESIGNATION -  Y 179
 FF0740  PID         -  FF0740
 FF0740  STATE/COUNTY-  AR/CRAIGHEAD
 FF0740  USGS QUAD   -  JONESBORO (1983)
 FF0740
 FF0740                         *CURRENT SURVEY CONTROL
 FF0740  ___________________________________________________________________
 FF0740* NAD 83(1986)-  35 49 42.     (N)    090 39 38.     (W)     SCALED    
 FF0740* NAVD 88     -        78.828  (meters)     258.62   (feet)  ADJUSTED  
 FF0740  ___________________________________________________________________
 FF0740  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FF0740  DYNAMIC HT  -          78.760 (meters)     258.40  (feet)  COMP
 FF0740  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 FF0740
 FF0740  VERT ORDER  -  FIRST     CLASS II
 FF0740
 FF0740.The horizontal coordinates were scaled from a topographic map and have
 FF0740.an estimated accuracy of +/- 6 seconds.
 FF0740
 FF0740.The orthometric height was determined by differential leveling
 FF0740.and adjusted by the National Geodetic Survey in June 1991..
 FF0740
 FF0740.The geoid height was determined by GEOID03.
 FF0740
 FF0740.The dynamic height is computed by dividing the NAVD 88
 FF0740.geopotential number by the normal gravity value computed on the
 FF0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0740.degrees latitude (g = 980.6199 gals.).
 FF0740
 FF0740.The modeled gravity was interpolated from observed gravity values.
 FF0740
 FF0740;                    North         East    Units  Estimated Accuracy
 FF0740;SPC AR N     -   166,680.      521,020.      MT  (+/- 180 meters Scaled)
 FF0740
 FF0740                          SUPERSEDED SURVEY CONTROL
 FF0740
 FF0740  NGVD 29 (??/??/??)   78.739  (m)          258.33   (f) ADJUSTED    1 2
 FF0740
 FF0740.Superseded values are not recommended for survey control.
 FF0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0740.See file dsdata.txt to determine how the superseded data were derived.
 FF0740
 FF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV113674(NAD 83)
 FF0740_MARKER: DB = BENCH MARK DISK
 FF0740_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0740_SP_SET: 50 FEET
 FF0740_STAMPING: Y 179 1956
 FF0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0740
 FF0740  HISTORY     - Date     Condition        Report By
 FF0740  HISTORY     - 1956     MONUMENTED       CGS
 FF0740  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0740  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0740
 FF0740                          STATION DESCRIPTION
 FF0740
 FF0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0740'0.9 MI NW FROM NETTLETON.
 FF0740'0.9 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0740'THE STATION AT NETTLETON, NEAR THE WEST CORNER OF JONESBORO
 FF0740'MUNICIPAL AIRPORT, AT TUCK, 51 FEET NORTHEAST OF NORTHEAST RAIL,
 FF0740'145 FEET EAST-SOUTHEAST OF A SWITCH STAND FOR A SIDING TO THE
 FF0740'NORTHWEST, 45 FEET NORTHWEST OF A POWER POLE, 21 FEET NORTH OF
 FF0740'TELEPHONE POLE NO. 422/31, 15 FEET NORTH-NORTHWEST OF A FENCE
 FF0740'CORNER, 1 1/2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST
 FF0740'OF A WHITE WOODEN WITNESS POST, AND 3 1/2 FEET BELOW LEVEL OF
 FF0740'TRACK AND IS A DISK ON TOP OF A COPPER-COATED STEEL ROD PROJECTING
 FF0740'1 INCH AND SURROUNDED BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE
 FF0740'ROD IS DRIVEN TO A DEPTH OF 50-FEET.
 FF0740
 FF0740                          STATION RECOVERY (1978)
 FF0740
 FF0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0740'MARK NOT FOUND.
 FF0740
 FF0740                          STATION RECOVERY (1978)
 FF0740
 FF0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0828 ***********************************************************************
 FG0828  DESIGNATION -  Y 18
 FG0828  PID         -  FG0828
 FG0828  STATE/COUNTY-  AR/NEWTON
 FG0828  USGS QUAD   -  DEER (1980)
 FG0828
 FG0828                         *CURRENT SURVEY CONTROL
 FG0828  ___________________________________________________________________
 FG0828* NAD 83(1986)-  35 48 46.     (N)    093 14 06.     (W)     SCALED    
 FG0828* NAVD 88     -       642.040  (meters)    2106.43   (feet)  ADJUSTED  
 FG0828  ___________________________________________________________________
 FG0828  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0828  DYNAMIC HT  -         641.413 (meters)    2104.37  (feet)  COMP
 FG0828  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 FG0828
 FG0828  VERT ORDER  -  SECOND    CLASS 0
 FG0828
 FG0828.The horizontal coordinates were scaled from a topographic map and have
 FG0828.an estimated accuracy of +/- 6 seconds.
 FG0828
 FG0828.The orthometric height was determined by differential leveling
 FG0828.and adjusted by the National Geodetic Survey in June 1991..
 FG0828
 FG0828.The geoid height was determined by GEOID03.
 FG0828
 FG0828.The dynamic height is computed by dividing the NAVD 88
 FG0828.geopotential number by the normal gravity value computed on the
 FG0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0828.degrees latitude (g = 980.6199 gals.).
 FG0828
 FG0828.The modeled gravity was interpolated from observed gravity values.
 FG0828
 FG0828;                    North         East    Units  Estimated Accuracy
 FG0828;SPC AR N     -   164,830.      288,390.      MT  (+/- 180 meters Scaled)
 FG0828
 FG0828                          SUPERSEDED SURVEY CONTROL
 FG0828
 FG0828  NGVD 29 (??/??/92)  641.948  (m)         2106.12   (f) ADJ UNCH    2 0
 FG0828
 FG0828.Superseded values are not recommended for survey control.
 FG0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0828.See file dsdata.txt to determine how the superseded data were derived.
 FG0828
 FG0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV787632(NAD 83)
 FG0828_MARKER: DB = BENCH MARK DISK
 FG0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0828_STAMPING: Y-18 1932
 FG0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0828+STABILITY: SURFACE MOTION
 FG0828
 FG0828  HISTORY     - Date     Condition        Report By
 FG0828  HISTORY     - 1932     MONUMENTED       CGS
 FG0828  HISTORY     - 1935     GOOD             NGS
 FG0828  HISTORY     - 20050519 MARK NOT FOUND   ARHD
 FG0828
 FG0828                          STATION DESCRIPTION
 FG0828
 FG0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0828'1.9 MI W FROM DEER.
 FG0828'ABOUT 1.9 MILES WEST OF, ALONG ST. HWY. 16.  ABOUT .2 MILE WEST OF
 FG0828'LIMESTONE VALLEY ROAD.  ABOUT 110 FEET WEST OF ROAD FORK.  68 FEET
 FG0828'SOUTH OF CENTERLINE OF ST. HWY. 16.  20 FEET NORTHWEST OF STONE OVEN.
 FG0828'18.5 FEET EAST OF STONE STILE.  17 FEET SOUTH OF CENTERLINE OF ROAD TO
 FG0828'CLAUD OLIVER FARM.  .9 FT. NORTH OF FENCE.  TABLET SET IN CONCRETE
 FG0828'POST.
 FG0828
 FG0828                          STATION RECOVERY (2005)
 FG0828
 FG0828'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 FG0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0847 ***********************************************************************
 FF0847  DESIGNATION -  Y 180
 FF0847  PID         -  FF0847
 FF0847  STATE/COUNTY-  AR/POINSETT
 FF0847  USGS QUAD   -  OTWELL (1980)
 FF0847
 FF0847                         *CURRENT SURVEY CONTROL
 FF0847  ___________________________________________________________________
 FF0847* NAD 83(1986)-  35 41 41.     (N)    090 51 20.     (W)     SCALED    
 FF0847* NAVD 88     -        76.505  (meters)     251.00   (feet)  ADJUSTED  
 FF0847  ___________________________________________________________________
 FF0847  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FF0847  DYNAMIC HT  -          76.439 (meters)     250.78  (feet)  COMP
 FF0847  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 FF0847
 FF0847  VERT ORDER  -  FIRST     CLASS II
 FF0847
 FF0847.The horizontal coordinates were scaled from a topographic map and have
 FF0847.an estimated accuracy of +/- 6 seconds.
 FF0847
 FF0847.The orthometric height was determined by differential leveling
 FF0847.and adjusted by the National Geodetic Survey in June 1991..
 FF0847
 FF0847.The geoid height was determined by GEOID03.
 FF0847
 FF0847.The dynamic height is computed by dividing the NAVD 88
 FF0847.geopotential number by the normal gravity value computed on the
 FF0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0847.degrees latitude (g = 980.6199 gals.).
 FF0847
 FF0847.The modeled gravity was interpolated from observed gravity values.
 FF0847
 FF0847;                    North         East    Units  Estimated Accuracy
 FF0847;SPC AR N     -   151,640.      503,580.      MT  (+/- 180 meters Scaled)
 FF0847
 FF0847                          SUPERSEDED SURVEY CONTROL
 FF0847
 FF0847  NGVD 29 (??/??/??)   76.436  (m)          250.77   (f) ADJUSTED    1 2
 FF0847
 FF0847.Superseded values are not recommended for survey control.
 FF0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0847.See file dsdata.txt to determine how the superseded data were derived.
 FF0847
 FF0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV940522(NAD 83)
 FF0847_MARKER: DB = BENCH MARK DISK
 FF0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0847_SP_SET: CULVERT
 FF0847_STAMPING: Y 180 1956
 FF0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0847+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 FF0847
 FF0847  HISTORY     - Date     Condition        Report By
 FF0847  HISTORY     - 1956     MONUMENTED       CGS
 FF0847  HISTORY     - 20020821 GOOD             USACE
 FF0847
 FF0847                          STATION DESCRIPTION
 FF0847
 FF0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0847'5.6 MI N FROM WEINER.
 FF0847'5.6 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0847'THE STATION AT WEINER, ABOUT 0.85 MILE SOUTH OF THE POINSETT-CRAIGHEAD
 FF0847'COUNTY LINE, ABOUT 7 POLES NORTH OF MILE POLE 140, IN THE TOP
 FF0847'OF SOUTH END OF EAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT
 FF0847'UNDER TRACK, 10 1/2 FEET EAST OF EAST RAIL, 77 FEET WEST OF CENTER
 FF0847'LINE OF STATE HIGHWAY 39, 35 FEET WEST-SOUTHWEST OF THE 4TH
 FF0847'TELEPHONE POLE SOUTH OF A ROAD CROSSING, ABOUT 3 FEET BELOW
 FF0847'LEVEL OF TRACK.
 FF0847
 FF0847                          STATION RECOVERY (2002)
 FF0847
 FF0847'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0896 ***********************************************************************
 FF0896  DESIGNATION -  Y 182
 FF0896  PID         -  FF0896
 FF0896  STATE/COUNTY-  AR/POINSETT
 FF0896  USGS QUAD   -  HARRISBURG (1983)
 FF0896
 FF0896                         *CURRENT SURVEY CONTROL
 FF0896  ___________________________________________________________________
 FF0896* NAD 83(1986)-  35 33 51.     (N)    090 43 57.     (W)     SCALED    
 FF0896* NAVD 88     -        78.347  (meters)     257.04   (feet)  ADJUSTED  
 FF0896  ___________________________________________________________________
 FF0896  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FF0896  DYNAMIC HT  -          78.279 (meters)     256.82  (feet)  COMP
 FF0896  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 FF0896
 FF0896  VERT ORDER  -  FIRST     CLASS II
 FF0896
 FF0896.The horizontal coordinates were scaled from a topographic map and have
 FF0896.an estimated accuracy of +/- 6 seconds.
 FF0896
 FF0896.The orthometric height was determined by differential leveling
 FF0896.and adjusted by the National Geodetic Survey in June 1991..
 FF0896
 FF0896.The geoid height was determined by GEOID03.
 FF0896
 FF0896.The dynamic height is computed by dividing the NAVD 88
 FF0896.geopotential number by the normal gravity value computed on the
 FF0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0896.degrees latitude (g = 980.6199 gals.).
 FF0896
 FF0896.The modeled gravity was interpolated from observed gravity values.
 FF0896
 FF0896;                    North         East    Units  Estimated Accuracy
 FF0896;SPC AR N     -   137,290.      514,900.      MT  (+/- 180 meters Scaled)
 FF0896
 FF0896                          SUPERSEDED SURVEY CONTROL
 FF0896
 FF0896  NGVD 29 (??/??/??)   78.289  (m)          256.85   (f) ADJUSTED    1 2
 FF0896
 FF0896.Superseded values are not recommended for survey control.
 FF0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0896.See file dsdata.txt to determine how the superseded data were derived.
 FF0896
 FF0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV055379(NAD 83)
 FF0896_MARKER: DB = BENCH MARK DISK
 FF0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0896_STAMPING: Y 182 1956
 FF0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0896+STABILITY: SURFACE MOTION
 FF0896
 FF0896  HISTORY     - Date     Condition        Report By
 FF0896  HISTORY     - 1956     MONUMENTED       CGS
 FF0896  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FF0896
 FF0896                          STATION DESCRIPTION
 FF0896
 FF0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0896'0.6 MI W FROM HARRISBURG.
 FF0896'0.6 MILE WEST ALONG STATE HIGHWAY 14 FROM THE FIRST BAPTIST CHURCH
 FF0896'AT HARRISBURG, IN Y AND ABOUT 110 YARDS EAST OF CENTER OF JUNCTION
 FF0896'OF HIGHWAY 14 AND A GRAVEL STREET LEADING EAST TO HARRISBURG
 FF0896'SCHOOLS, ABOUT 0.55 MILE WEST ALONG STREET FROM THE SCHOOL, 40
 FF0896'FEET SOUTH OF CENTER LINE OF HIGHWAY, 34 FEET NORTH OF CENTER
 FF0896'LINE OF GRAVEL STREET, 46 FEET WEST-NORTHWEST OF A POWER POLE,
 FF0896'164 FEET SOUTHEAST AND ACROSS HIGHWAY FROM THE SOUTHEAST CORNER
 FF0896'OF A TAN TILE SERVICE STATION BUILDING, 262 FEET WEST OF A
 FF0896'HIGHWAY R/W MARKER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 FF0896'ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY, ABOUT LEVEL WITH GRAVEL STREET
 FF0896'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0896
 FF0896                          STATION RECOVERY (2002)
 FF0896
 FF0896'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0816 ***********************************************************************
 FF0816  DESIGNATION -  Y 183
 FF0816  PID         -  FF0816
 FF0816  STATE/COUNTY-  AR/CRAIGHEAD
 FF0816  USGS QUAD   -  NEEDHAM (1983)
 FF0816
 FF0816                         *CURRENT SURVEY CONTROL
 FF0816  ___________________________________________________________________
 FF0816* NAD 83(1986)-  35 49 03.     (N)    090 36 06.     (W)     SCALED    
 FF0816* NAVD 88     -        72.145  (meters)     236.70   (feet)  POSTED    
 FF0816  ___________________________________________________________________
 FF0816  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF0816  DYNAMIC HT  -          72.080 (meters)     236.48  (feet)  COMP
 FF0816  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 FF0816
 FF0816  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0816
 FF0816.The horizontal coordinates were scaled from a topographic map and have
 FF0816.an estimated accuracy of +/- 6 seconds.
 FF0816
 FF0816.The orthometric height was determined by differential leveling
 FF0816.and adjusted by the National Geodetic Survey in 1992..
 FF0816.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0816.rate of 1.1 thru 2.0 mm/km.
 FF0816
 FF0816.The geoid height was determined by GEOID03.
 FF0816
 FF0816.The dynamic height is computed by dividing the NAVD 88
 FF0816.geopotential number by the normal gravity value computed on the
 FF0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0816.degrees latitude (g = 980.6199 gals.).
 FF0816
 FF0816.The modeled gravity was interpolated from observed gravity values.
 FF0816
 FF0816;                    North         East    Units  Estimated Accuracy
 FF0816;SPC AR N     -   165,550.      526,360.      MT  (+/- 180 meters Scaled)
 FF0816
 FF0816                          SUPERSEDED SURVEY CONTROL
 FF0816
 FF0816  NGVD 29 (??/??/??)   72.067  (m)          236.44   (f) ADJUSTED    1 2
 FF0816
 FF0816.Superseded values are not recommended for survey control.
 FF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0816.See file dsdata.txt to determine how the superseded data were derived.
 FF0816
 FF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV166663(NAD 83)
 FF0816_MARKER: DB = BENCH MARK DISK
 FF0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0816_STAMPING: Y 183 1956
 FF0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0816+STABILITY: SURFACE MOTION
 FF0816
 FF0816  HISTORY     - Date     Condition        Report By
 FF0816  HISTORY     - 1956     MONUMENTED       CGS
 FF0816  HISTORY     - 20020814 MARK NOT FOUND   USACE
 FF0816
 FF0816                          STATION DESCRIPTION
 FF0816
 FF0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0816'2.6 MI E FROM NETTLETON.
 FF0816'2.65 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0816'THE STATION AT NETTLETON, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 FF0816'38 FEET NORTH OF NORTH RAIL, 41 FEET WEST OF CENTER LINE OF ROAD,
 FF0816'11 1/2 FEET WEST OF TELEPHONE POLE NO. 1764, 13 FEET SOUTH OF
 FF0816'POWER POLE NO. REA CO-OP 4 512/1, 73 1/2 FEET NORTHWEST AND
 FF0816'ACROSS ROAD AND TRACK FROM CROSSING WARNING SIGN, 4 FEET WEST OF
 FF0816'A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH
 FF0816'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0816
 FF0816                          STATION RECOVERY (2002)
 FF0816
 FF0816'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0056 ***********************************************************************
 FF0056  DESIGNATION -  Y 184
 FF0056  PID         -  FF0056
 FF0056  STATE/COUNTY-  AR/MISSISSIPPI
 FF0056  USGS QUAD   -  MANILA NORTH (1983)
 FF0056
 FF0056                         *CURRENT SURVEY CONTROL
 FF0056  ___________________________________________________________________
 FF0056* NAD 83(1986)-  35 52 44.     (N)    090 09 57.     (W)     SCALED    
 FF0056* NAVD 88     -        74.196  (meters)     243.42   (feet)  ADJUSTED  
 FF0056  ___________________________________________________________________
 FF0056  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FF0056  DYNAMIC HT  -          74.133 (meters)     243.22  (feet)  COMP
 FF0056  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 FF0056
 FF0056  VERT ORDER  -  FIRST     CLASS II
 FF0056
 FF0056.The horizontal coordinates were scaled from a topographic map and have
 FF0056.an estimated accuracy of +/- 6 seconds.
 FF0056
 FF0056.The orthometric height was determined by differential leveling
 FF0056.and adjusted by the National Geodetic Survey in June 1991..
 FF0056
 FF0056.The geoid height was determined by GEOID03.
 FF0056
 FF0056.The dynamic height is computed by dividing the NAVD 88
 FF0056.geopotential number by the normal gravity value computed on the
 FF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0056.degrees latitude (g = 980.6199 gals.).
 FF0056
 FF0056.The modeled gravity was interpolated from observed gravity values.
 FF0056
 FF0056;                    North         East    Units  Estimated Accuracy
 FF0056;SPC AR N     -   173,010.      565,610.      MT  (+/- 180 meters Scaled)
 FF0056
 FF0056                          SUPERSEDED SURVEY CONTROL
 FF0056
 FF0056  NGVD 29 (??/??/??)   74.186  (m)          243.39   (f) ADJUSTED    1 2
 FF0056
 FF0056.Superseded values are not recommended for survey control.
 FF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0056.See file dsdata.txt to determine how the superseded data were derived.
 FF0056
 FF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV558742(NAD 83)
 FF0056_MARKER: DB = BENCH MARK DISK
 FF0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0056_SP_SET: CONCRETE BASE
 FF0056_STAMPING: Y 184 1956
 FF0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0056+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 FF0056
 FF0056  HISTORY     - Date     Condition        Report By
 FF0056  HISTORY     - 1956     MONUMENTED       CGS
 FF0056  HISTORY     - 1987     GOOD             USPSQD
 FF0056  HISTORY     - 20020720 GOOD             USACE
 FF0056
 FF0056                          STATION DESCRIPTION
 FF0056
 FF0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0056'AT MANILA.
 FF0056'AT MANILA, ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY, ABOUT 115
 FF0056'YARDS WEST OF CENTER OF CROSSING OF MAIN STREET (STATE HIGHWAY
 FF0056'18) AT THE CITY WATER TOWER, IN THE TOP OF SOUTH CORNER OF
 FF0056'CONCRETE BASE OF THE SOUTHWEST LEG OF WATER TOWER, 103 FEET
 FF0056'NORTH AND ACROSS A STREET FROM NORTH RAIL OF MAIN TRACK, 44 FEET
 FF0056'NORTH OF CENTER LINE OF A STREET PARALLEL TO TRACK AND ABOUT
 FF0056'3/4 FEET ABOVE GROUND.
 FF0056
 FF0056                          STATION RECOVERY (1987)
 FF0056
 FF0056'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FF0056'RECOVERED IN GOOD CONDITION.
 FF0056
 FF0056                          STATION RECOVERY (2002)
 FF0056
 FF0056'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1821 ***********************************************************************
 FE1821  DESIGNATION -  Y 185
 FE1821  PID         -  FE1821
 FE1821  STATE/COUNTY-  AR/MISSISSIPPI
 FE1821  USGS QUAD   -  ARMOREL (1983)
 FE1821
 FE1821                         *CURRENT SURVEY CONTROL
 FE1821  ___________________________________________________________________
 FE1821* NAD 83(1986)-  35 55 16.     (N)    089 50 40.     (W)     SCALED    
 FE1821* NAVD 88     -        76.606  (meters)     251.33   (feet)  ADJUSTED  
 FE1821  ___________________________________________________________________
 FE1821  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE1821  DYNAMIC HT  -          76.542 (meters)     251.12  (feet)  COMP
 FE1821  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1821
 FE1821  VERT ORDER  -  FIRST     CLASS II
 FE1821
 FE1821.The horizontal coordinates were scaled from a topographic map and have
 FE1821.an estimated accuracy of +/- 6 seconds.
 FE1821
 FE1821.The orthometric height was determined by differential leveling
 FE1821.and adjusted by the National Geodetic Survey in June 1991..
 FE1821
 FE1821.The geoid height was determined by GEOID03.
 FE1821
 FE1821.The dynamic height is computed by dividing the NAVD 88
 FE1821.geopotential number by the normal gravity value computed on the
 FE1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1821.degrees latitude (g = 980.6199 gals.).
 FE1821
 FE1821.The modeled gravity was interpolated from observed gravity values.
 FE1821
 FE1821;                    North         East    Units  Estimated Accuracy
 FE1821;SPC AR N     -   178,280.      594,520.      MT  (+/- 180 meters Scaled)
 FE1821
 FE1821                          SUPERSEDED SURVEY CONTROL
 FE1821
 FE1821  NGVD 29 (??/??/??)   76.542  (m)          251.12   (f) ADJUSTED    1 2
 FE1821
 FE1821.Superseded values are not recommended for survey control.
 FE1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1821.See file dsdata.txt to determine how the superseded data were derived.
 FE1821
 FE1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE433789(NAD 83)
 FE1821_MARKER: DB = BENCH MARK DISK
 FE1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1821_STAMPING: Y 185 1956
 FE1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1821+STABILITY: SURFACE MOTION
 FE1821
 FE1821  HISTORY     - Date     Condition        Report By
 FE1821  HISTORY     - 1956     MONUMENTED       CGS
 FE1821  HISTORY     - 1972     MARK NOT FOUND   USGS
 FE1821
 FE1821                          STATION DESCRIPTION
 FE1821
 FE1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1821'2.6 MI W FROM ARMOREL.
 FE1821'2.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FE1821'THE CROSSING OF STATE HIGHWAY 137 AT ARMOREL, ABOUT 0.65 MILE EAST
 FE1821'OF CROSSING OF HIGHWAY 151 AT BURTON, ABOUT 548 YARDS WEST OF A
 FE1821'SMALL TRESTLE OVER A DRAINAGE DITCH, 191 YARDS WEST OF A FIELD
 FE1821'ROAD OR TURN ROW LEADING SOUTH FROM TRACK, 18 FEET SOUTH OF SOUTH
 FE1821'RAIL, 1 1/2 FEET EAST-NORTHEAST OF A VERTICAL LENGTH OF RAIL
 FE1821'PROJECTING 10 FEET OUT OF GROUND AND PAINTED WITH TWO WHITE
 FE1821'RINGS, 120 FEET WEST OF SOUTH END OF A 15-INCH CONCRETE PIPE
 FE1821'CULVERT UNDER TRACK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 FE1821'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FE1821'CONCRETE POST PROJECTING 3 INCHES.
 FE1821
 FE1821                          STATION RECOVERY (1972)
 FE1821
 FE1821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FE1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0091 ***********************************************************************
 GE0091  DESIGNATION -  Y 187
 GE0091  PID         -  GE0091
 GE0091  STATE/COUNTY-  AR/CLAY
 GE0091  USGS QUAD   -  RECTOR (1984)
 GE0091
 GE0091                         *CURRENT SURVEY CONTROL
 GE0091  ___________________________________________________________________
 GE0091* NAD 83(1986)-  36 15 32.     (N)    090 17 44.     (W)     SCALED    
 GE0091* NAVD 88     -        84.987  (meters)     278.83   (feet)  ADJUSTED  
 GE0091  ___________________________________________________________________
 GE0091  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GE0091  DYNAMIC HT  -          84.917 (meters)     278.60  (feet)  COMP
 GE0091  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 GE0091
 GE0091  VERT ORDER  -  FIRST     CLASS II
 GE0091
 GE0091.The horizontal coordinates were scaled from a topographic map and have
 GE0091.an estimated accuracy of +/- 6 seconds.
 GE0091
 GE0091.The orthometric height was determined by differential leveling
 GE0091.and adjusted by the National Geodetic Survey in June 1991..
 GE0091
 GE0091.The geoid height was determined by GEOID03.
 GE0091
 GE0091.The dynamic height is computed by dividing the NAVD 88
 GE0091.geopotential number by the normal gravity value computed on the
 GE0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0091.degrees latitude (g = 980.6199 gals.).
 GE0091
 GE0091.The modeled gravity was interpolated from observed gravity values.
 GE0091
 GE0091;                    North         East    Units  Estimated Accuracy
 GE0091;SPC AR N     -   214,960.      553,170.      MT  (+/- 180 meters Scaled)
 GE0091
 GE0091                          SUPERSEDED SURVEY CONTROL
 GE0091
 GE0091  NGVD 29 (??/??/92)   84.980  (m)          278.81   (f) ADJ UNCH    1 2
 GE0091
 GE0091.Superseded values are not recommended for survey control.
 GE0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0091.See file dsdata.txt to determine how the superseded data were derived.
 GE0091
 GE0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA429160(NAD 83)
 GE0091_MARKER: DB = BENCH MARK DISK
 GE0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0091_STAMPING: Y 187 1956
 GE0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0091+STABILITY: SURFACE MOTION
 GE0091
 GE0091  HISTORY     - Date     Condition        Report By
 GE0091  HISTORY     - 1956     MONUMENTED       CGS
 GE0091  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0091
 GE0091                          STATION DESCRIPTION
 GE0091
 GE0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0091'0.4 MI SW FROM RECTOR.
 GE0091'ABOUT 0.45 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0091'FROM THE STATION AT RECTOR, ABOUT 3 TELEPHONE POLES NORTHEAST
 GE0091'OF MILE POLE 86, 35 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN
 GE0091'TRACK, 65 FEET EAST OF CENTER OF CROSSING OF MAIN TRACK AND A
 GE0091'GRAVEL ROAD, 84 FEET NORTH OF CENTER LINE OF STATE HIGHWAY 1 ON
 GE0091'OUTSIDE OF CURVE IN HIGHWAY WITH TANGENTS EXTENDING EAST AND
 GE0091'SOUTHWEST, 34 FEET NORTH OF A POWER POLE, 49 FEET NORTHEAST OF
 GE0091'CENTER LINE OF GRAVEL ROAD, 17 1/2 FEET EAST OF A SWITCH STAND,
 GE0091'17 FEET SOUTHWEST OF TELEPHONE POLE NO. 85/27 AND ABOUT IN LINE
 GE0091'WITH ROW OF POLES, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 GE0091'POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GE0091'CONCRETE POST PROJECTING 3 INCHES.
 GE0091
 GE0091                          STATION RECOVERY (2002)
 GE0091
 GE0091'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0268 ***********************************************************************
 GE0268  DESIGNATION -  Y 188
 GE0268  PID         -  GE0268
 GE0268  STATE/COUNTY-  AR/CLAY
 GE0268  USGS QUAD   -  CORNING (1964)
 GE0268
 GE0268                         *CURRENT SURVEY CONTROL
 GE0268  ___________________________________________________________________
 GE0268* NAD 83(1986)-  36 24 15.     (N)    090 33 39.     (W)     SCALED    
 GE0268* NAVD 88     -        85.408  (meters)     280.21   (feet)  ADJUSTED  
 GE0268  ___________________________________________________________________
 GE0268  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GE0268  DYNAMIC HT  -          85.339 (meters)     279.98  (feet)  COMP
 GE0268  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 GE0268
 GE0268  VERT ORDER  -  FIRST     CLASS II
 GE0268
 GE0268.The horizontal coordinates were scaled from a topographic map and have
 GE0268.an estimated accuracy of +/- 6 seconds.
 GE0268
 GE0268.The orthometric height was determined by differential leveling
 GE0268.and adjusted by the National Geodetic Survey in June 1991..
 GE0268
 GE0268.The geoid height was determined by GEOID03.
 GE0268
 GE0268.The dynamic height is computed by dividing the NAVD 88
 GE0268.geopotential number by the normal gravity value computed on the
 GE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0268.degrees latitude (g = 980.6199 gals.).
 GE0268
 GE0268.The modeled gravity was interpolated from observed gravity values.
 GE0268
 GE0268;                    North         East    Units  Estimated Accuracy
 GE0268;SPC AR N     -   230,700.      529,100.      MT  (+/- 180 meters Scaled)
 GE0268
 GE0268                          SUPERSEDED SURVEY CONTROL
 GE0268
 GE0268  NGVD 29 (??/??/92)   85.398  (m)          280.18   (f) ADJ UNCH    1 2
 GE0268
 GE0268.Superseded values are not recommended for survey control.
 GE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0268.See file dsdata.txt to determine how the superseded data were derived.
 GE0268
 GE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA187315(NAD 83)
 GE0268_MARKER: DB = BENCH MARK DISK
 GE0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0268_STAMPING: Y 188 1956
 GE0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0268+STABILITY: SURFACE MOTION
 GE0268
 GE0268  HISTORY     - Date     Condition        Report By
 GE0268  HISTORY     - 1956     MONUMENTED       CGS
 GE0268  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0268
 GE0268                          STATION DESCRIPTION
 GE0268
 GE0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0268'1.1 MI E FROM CORNING.
 GE0268'1.1 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CROSSING OF THE
 GE0268'MISSOURI PACIFIC RAILROAD AT CORNING, 41 FEET NORTH OF CENTER
 GE0268'LINE OF HIGHWAY, 84 FEET NORTH-NORTHEAST AND ACROSS HIGHWAY
 GE0268'FROM POWER POLE NO. 117, 145 FEET SOUTH-SOUTHWEST OF THE
 GE0268'SOUTHEST CORNER OF A HOUSE WITH BRICK SIDING, 21 FEET
 GE0268'WEST-NORTHWEST OF WEST END OF A 24-INCH CONCRETE PIPE CULVERT
 GE0268'UNDER DRIVE TO HOUSE, 23 FEET WEST OF CENTER LINE OF DRIVE NORTH
 GE0268'TO HOUSE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 GE0268'ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 GE0268'CONCRETE POST PROJECTING 2 INCHES.
 GE0268
 GE0268                          STATION RECOVERY (2002)
 GE0268
 GE0268'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0143 ***********************************************************************
 GE0143  DESIGNATION -  Y 189
 GE0143  PID         -  GE0143
 GE0143  STATE/COUNTY-  AR/CLAY
 GE0143  USGS QUAD   -  POLLARD (1984)
 GE0143
 GE0143                         *CURRENT SURVEY CONTROL
 GE0143  ___________________________________________________________________
 GE0143* NAD 83(1986)-  36 26 00.     (N)    090 21 31.     (W)     SCALED    
 GE0143* NAVD 88     -        91.785  (meters)     301.13   (feet)  ADJUSTED  
 GE0143  ___________________________________________________________________
 GE0143  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GE0143  DYNAMIC HT  -          91.710 (meters)     300.89  (feet)  COMP
 GE0143  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GE0143
 GE0143  VERT ORDER  -  FIRST     CLASS II
 GE0143
 GE0143.The horizontal coordinates were scaled from a topographic map and have
 GE0143.an estimated accuracy of +/- 6 seconds.
 GE0143
 GE0143.The orthometric height was determined by differential leveling
 GE0143.and adjusted by the National Geodetic Survey in June 1991..
 GE0143
 GE0143.The geoid height was determined by GEOID03.
 GE0143
 GE0143.The dynamic height is computed by dividing the NAVD 88
 GE0143.geopotential number by the normal gravity value computed on the
 GE0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0143.degrees latitude (g = 980.6199 gals.).
 GE0143
 GE0143.The modeled gravity was interpolated from observed gravity values.
 GE0143
 GE0143;                    North         East    Units  Estimated Accuracy
 GE0143;SPC AR N     -   234,220.      547,180.      MT  (+/- 180 meters Scaled)
 GE0143
 GE0143                          SUPERSEDED SURVEY CONTROL
 GE0143
 GE0143  NGVD 29 (??/??/92)   91.776  (m)          301.10   (f) ADJ UNCH    1 2
 GE0143
 GE0143.Superseded values are not recommended for survey control.
 GE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0143.See file dsdata.txt to determine how the superseded data were derived.
 GE0143
 GE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA367352(NAD 83)
 GE0143_MARKER: DB = BENCH MARK DISK
 GE0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0143_SP_SET: BRIDGE CURBING
 GE0143_STAMPING: Y 189 1956
 GE0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0143+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0143
 GE0143  HISTORY     - Date     Condition        Report By
 GE0143  HISTORY     - 1956     MONUMENTED       CGS
 GE0143  HISTORY     - 20020801 GOOD             USACE
 GE0143
 GE0143                          STATION DESCRIPTION
 GE0143
 GE0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0143'1.8 MI E FROM MC DOUGAL.
 GE0143'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN
 GE0143'AT MC DOUGAL, IN THE TOP OF WEST END OF SOUTH CURBING OF A
 GE0143'120-FOOT CONCRETE BRIDGE OVER LITTLE CACHE RIVER DITCH NO. 1,
 GE0143'13 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 1/2 FOOT SOUTH OF
 GE0143'NORTH EDGE OF CURBING, 1/2 FOOT EAST OF WEST END OF CURBING AND
 GE0143'0.8 FOOT ABOVE LEVEL OF HIGHWAY.
 GE0143
 GE0143                          STATION RECOVERY (2002)
 GE0143
 GE0143'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0143'STATION IS COVERED BY GUARD RAIL NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0050 ***********************************************************************
 DM0050  DESIGNATION -  Y 19
 DM0050  PID         -  DM0050
 DM0050  STATE/COUNTY-  AR/LITTLE RIVER
 DM0050  USGS QUAD   -  ARDEN (1975)
 DM0050
 DM0050                         *CURRENT SURVEY CONTROL
 DM0050  ___________________________________________________________________
 DM0050* NAD 83(1986)-  33 41 23.     (N)    094 17 09.     (W)     SCALED    
 DM0050* NAVD 88     -       106.644  (meters)     349.88   (feet)  ADJUSTED  
 DM0050  ___________________________________________________________________
 DM0050  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DM0050  DYNAMIC HT  -         106.533 (meters)     349.52  (feet)  COMP
 DM0050  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 DM0050
 DM0050  VERT ORDER  -  FIRST     CLASS II
 DM0050
 DM0050.The horizontal coordinates were scaled from a topographic map and have
 DM0050.an estimated accuracy of +/- 6 seconds.
 DM0050
 DM0050.The orthometric height was determined by differential leveling
 DM0050.and adjusted by the National Geodetic Survey in June 1991..
 DM0050
 DM0050.The geoid height was determined by GEOID03.
 DM0050
 DM0050.The dynamic height is computed by dividing the NAVD 88
 DM0050.geopotential number by the normal gravity value computed on the
 DM0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0050.degrees latitude (g = 980.6199 gals.).
 DM0050
 DM0050.The modeled gravity was interpolated from observed gravity values.
 DM0050
 DM0050;                    North         East    Units  Estimated Accuracy
 DM0050;SPC AR S     -   515,840.      188,090.      MT  (+/- 180 meters Scaled)
 DM0050
 DM0050                          SUPERSEDED SURVEY CONTROL
 DM0050
 DM0050  NGVD 29 (??/??/92)  106.640  (m)          349.87   (f) ADJ UNCH    1 2
 DM0050
 DM0050.Superseded values are not recommended for survey control.
 DM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0050.See file dsdata.txt to determine how the superseded data were derived.
 DM0050
 DM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT808284(NAD 83)
 DM0050_MARKER: DB = BENCH MARK DISK
 DM0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0050_SP_SET: CONCRETE POST
 DM0050_STAMPING: Y 19 1934
 DM0050_MARK LOGO: CGS   
 DM0050_PROJECTION: PROJECTING 5 CENTIMETERS
 DM0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0050+STABILITY: SURFACE MOTION
 DM0050
 DM0050  HISTORY     - Date     Condition        Report By
 DM0050  HISTORY     - 1934     MONUMENTED       CGS
 DM0050  HISTORY     - 1944     GOOD             NGS
 DM0050  HISTORY     - 1985     GOOD             NGS
 DM0050
 DM0050                          STATION DESCRIPTION
 DM0050
 DM0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DM0050'IN ARDEN.
 DM0050'AT ARDEN, LITTLE RIVER COUNTY, EAST OF THE ST. LOUIS-SAN FRANCISCO
 DM0050'RAILWAY STATION, 5 POLES EAST OF MILEPOST 638+06 1/2, AT A ROAD
 DM0050'CROSSING, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 40 FEET
 DM0050'SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED Y 19 1934 AND SET IN THE
 DM0050'TOP OF A CONCRETE POST.
 DM0050
 DM0050                          STATION RECOVERY (1985)
 DM0050
 DM0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0050'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.9 KM
 DM0050'(8.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 32 FROM ITS EAST JUNCTION
 DM0050'WITH STATE HIGHWAY 108 IN FOREMAN, THENCE 2.6 KM (1.6 MI) NORTH ALONG
 DM0050'A PAVED ROAD, IN THE NORTHEAST CORNER OF A LAWN, 16.6 M (54.5 FT)
 DM0050'NORTHWEST OF THE CENTERLINE OF THE ROAD, 9.8 M (32.2 FT) SOUTH OF THE
 DM0050'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 8.5 M (27.9 FT)
 DM0050'NORTHEAST OF TELEPHONE PEDESTAL NUMBER 5-38-27, AND 5.0 M (16.4 FT)
 DM0050'WEST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING NORTH.
 DM0050'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0254 ***********************************************************************
 GE0254  HT_MOD      -  This is a Height Modernization Survey Station.
 GE0254  DESIGNATION -  Y 190
 GE0254  PID         -  GE0254
 GE0254  STATE/COUNTY-  AR/CLAY
 GE0254  USGS QUAD   -  CORNING (1964)
 GE0254
 GE0254                         *CURRENT SURVEY CONTROL
 GE0254  ___________________________________________________________________
 GE0254* NAD 83(1997)-  36 27 08.49007(N)    090 32 52.21037(W)     ADJUSTED  
 GE0254* NAVD 88     -        88.58   (meters)     290.6    (feet)  GPS OBS   
 GE0254  ___________________________________________________________________
 GE0254  X           -     -49,111.011 (meters)                     COMP
 GE0254  Y           -  -5,136,148.065 (meters)                     COMP
 GE0254  Z           -   3,768,718.981 (meters)                     COMP
 GE0254  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 GE0254  ELLIP HEIGHT-          59.72  (meters)          (04/05/04) GPS OBS
 GE0254  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 GE0254  DYNAMIC HT  -          88.51  (meters)     290.4   (feet)  COMP
 GE0254  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 GE0254
 GE0254  HORZ ORDER  -  B
 GE0254  VERT ORDER  -  THIRD (See Below)
 GE0254  ELLP ORDER  -  FOURTH    CLASS I
 GE0254
 GE0254.The horizontal coordinates were established by GPS observations
 GE0254.and adjusted by the National Geodetic Survey in April 2004..
 GE0254
 GE0254.The orthometric height was determined by GPS observations and a
 GE0254.high-resolution geoid model using precise GPS observation and
 GE0254.processing techniques. It supersedes the leveled height previously
 GE0254.determined for this station.
 GE0254.The vertical order pertains to the first NAVD 88 superseded value.
 GE0254
 GE0254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0254
 GE0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0254
 GE0254.The ellipsoidal height was determined by GPS observations
 GE0254.and is referenced to NAD 83.
 GE0254
 GE0254.The geoid height was determined by GEOID03.
 GE0254
 GE0254.The dynamic height is computed by dividing the NAVD 88
 GE0254.geopotential number by the normal gravity value computed on the
 GE0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0254.degrees latitude (g = 980.6199 gals.).
 GE0254
 GE0254.The modeled gravity was interpolated from observed gravity values.
 GE0254
 GE0254;                    North         East     Units Scale Factor Converg.
 GE0254;SPC AR N     -   236,060.775   530,182.481   MT  1.00005064   +0 50 42.0
 GE0254;SPC AR N     -   774,476.06  1,739,440.36   sFT  1.00005064   +0 50 42.0
 GE0254;UTM  15      - 4,036,918.592   719,758.529   MT  1.00019505   +1 27 27.2
 GE0254
 GE0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0254!SPC AR N     -   0.99999063  x   1.00005064  =   1.00004127
 GE0254!UTM  15      -   0.99999063  x   1.00019505  =   1.00018568
 GE0254
 GE0254                          SUPERSEDED SURVEY CONTROL
 GE0254
 GE0254  NAVD 88 (06/15/91)   88.490  (m)          290.32   (f) ADJUSTED    1 2
 GE0254  NGVD 29 (??/??/92)   88.480  (m)          290.29   (f) ADJ UNCH    1 2
 GE0254
 GE0254.Superseded values are not recommended for survey control.
 GE0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0254.See file dsdata.txt to determine how the superseded data were derived.
 GE0254
 GE0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1975936919(NAD 83)
 GE0254_MARKER: DB = BENCH MARK DISK
 GE0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0254_STAMPING: Y 190 1956
 GE0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0254+STABILITY: SURFACE MOTION
 GE0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0254+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 GE0254
 GE0254  HISTORY     - Date     Condition        Report By
 GE0254  HISTORY     - 1956     MONUMENTED       CGS
 GE0254  HISTORY     - 20020323 GOOD             USACE
 GE0254
 GE0254                          STATION DESCRIPTION
 GE0254
 GE0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0254'3.6 MI NE FROM CORNING.
 GE0254'3.65 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0254'STATION AT CORNING, ABOUT 2.3 MILES SOUTHWEST OF THE FLAG
 GE0254'STATION AT MOARK, AT A NARROW EAST-WEST GRAVEL ROAD CROSSING AND
 GE0254'AT A POINT WHERE A PROMINENT GRAVEL ROAD PARALLELS THE NORTHWEST
 GE0254'SIDE OF TRACK TO THE NORTHEAST AND TURNS WEST AWAY FROM TRACK,
 GE0254'ABOUT 80 YARDS NORTHEAST OF CROSSING OF A TWIN POLE POWER
 GE0254'TRANSMISSION LINE, 46 FEET SOUTHEAST OF SOUTHEAST RAIL, 52 FEET
 GE0254'SOUTHEAST OF CENTER OF CROSSING, 42 FEET SOUTH OF CENTER LINE
 GE0254'OF ROAD, 62 FEET WEST OF A POWER POLE ON AN EAST-WEST POWER
 GE0254'LINE, 16 FEET EAST OF TELEPHONE POLE NO. 188/24, 1 1/2 FEET
 GE0254'NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 GE0254'WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE
 GE0254'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0254
 GE0254                          STATION RECOVERY (2002)
 GE0254
 GE0254'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0390 ***********************************************************************
 DL0390  DESIGNATION -  Y 192 X
 DL0390  PID         -  DL0390
 DL0390  STATE/COUNTY-  AR/CLARK
 DL0390  USGS QUAD   -  GURDON (1970)
 DL0390
 DL0390                         *CURRENT SURVEY CONTROL
 DL0390  ___________________________________________________________________
 DL0390* NAD 83(1986)-  33 55 04.     (N)    093 09 15.     (W)     SCALED    
 DL0390* NAVD 88     -        63.999  (meters)     209.97   (feet)  ADJUSTED  
 DL0390  ___________________________________________________________________
 DL0390  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DL0390  DYNAMIC HT  -          63.934 (meters)     209.76  (feet)  COMP
 DL0390  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 DL0390
 DL0390  VERT ORDER  -  FIRST     CLASS II
 DL0390
 DL0390.The horizontal coordinates were scaled from a topographic map and have
 DL0390.an estimated accuracy of +/- 6 seconds.
 DL0390
 DL0390.The orthometric height was determined by differential leveling
 DL0390.and adjusted by the National Geodetic Survey in June 1991..
 DL0390
 DL0390.The geoid height was determined by GEOID03.
 DL0390
 DL0390.The dynamic height is computed by dividing the NAVD 88
 DL0390.geopotential number by the normal gravity value computed on the
 DL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0390.degrees latitude (g = 980.6199 gals.).
 DL0390
 DL0390.The modeled gravity was interpolated from observed gravity values.
 DL0390
 DL0390;                    North         East    Units  Estimated Accuracy
 DL0390;SPC AR S     -   539,370.      293,280.      MT  (+/- 180 meters Scaled)
 DL0390
 DL0390                          SUPERSEDED SURVEY CONTROL
 DL0390
 DL0390  NGVD 29 (??/??/92)   64.004  (m)          209.99   (f) ADJ UNCH    1 2
 DL0390
 DL0390.Superseded values are not recommended for survey control.
 DL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0390.See file dsdata.txt to determine how the superseded data were derived.
 DL0390
 DL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT857530(NAD 83)
 DL0390_MARKER: DB = BENCH MARK DISK
 DL0390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0390_SP_SET: 32 FT.
 DL0390_STAMPING: Y 192 X 1959
 DL0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0390
 DL0390  HISTORY     - Date     Condition        Report By
 DL0390  HISTORY     - 1959     MONUMENTED       CGS
 DL0390  HISTORY     - 1960     GOOD             NGS
 DL0390  HISTORY     - 1964     GOOD             NGS
 DL0390
 DL0390                          STATION DESCRIPTION
 DL0390
 DL0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0390'IN GURDON.
 DL0390'ABOUT 0.2 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0390'STATION AT GURDON, 5 POLES SOUTHWEST OF THE SOUTHWEST END OF THE
 DL0390'FREIGHT DEPOT, 189 FEET SOUTHWEST OF THE CENTER LINE OF EAST MILLER
 DL0390'STREET, 75 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 24
 DL0390'FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD, 21 FEET NORTHWEST
 DL0390'OF THE NORTHWEST RAIL OF A SIDE TRACK, 16 FEET SOUTHWEST OF A
 DL0390'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.5 FEET
 DL0390'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE TRACKS, ON
 DL0390'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 DL0390'32 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 7 INCHES.
 DL0390
 DL0390                          STATION RECOVERY (1964)
 DL0390
 DL0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0202 ***********************************************************************
 DL0202  DESIGNATION -  Y 196
 DL0202  PID         -  DL0202
 DL0202  STATE/COUNTY-  AR/OUACHITA
 DL0202  USGS QUAD   -  SNOW HILL (1985)
 DL0202
 DL0202                         *CURRENT SURVEY CONTROL
 DL0202  ___________________________________________________________________
 DL0202* NAD 83(1986)-  33 25 00.     (N)    092 41 49.     (W)     SCALED    
 DL0202* NAVD 88     -        53.885  (meters)     176.79   (feet)  ADJUSTED  
 DL0202  ___________________________________________________________________
 DL0202  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL0202  DYNAMIC HT  -          53.829 (meters)     176.60  (feet)  COMP
 DL0202  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 DL0202
 DL0202  VERT ORDER  -  FIRST     CLASS II
 DL0202
 DL0202.The horizontal coordinates were scaled from a topographic map and have
 DL0202.an estimated accuracy of +/- 6 seconds.
 DL0202
 DL0202.The orthometric height was determined by differential leveling
 DL0202.and adjusted by the National Geodetic Survey in June 1991..
 DL0202
 DL0202.The geoid height was determined by GEOID03.
 DL0202
 DL0202.The dynamic height is computed by dividing the NAVD 88
 DL0202.geopotential number by the normal gravity value computed on the
 DL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0202.degrees latitude (g = 980.6199 gals.).
 DL0202
 DL0202.The modeled gravity was interpolated from observed gravity values.
 DL0202
 DL0202;                    North         East    Units  Estimated Accuracy
 DL0202;SPC AR S     -   483,410.      335,180.      MT  (+/- 180 meters Scaled)
 DL0202
 DL0202                          SUPERSEDED SURVEY CONTROL
 DL0202
 DL0202  NGVD 29 (??/??/92)   53.917  (m)          176.89   (f) ADJ UNCH    1 2
 DL0202
 DL0202.Superseded values are not recommended for survey control.
 DL0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0202.See file dsdata.txt to determine how the superseded data were derived.
 DL0202
 DL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS281975(NAD 83)
 DL0202_MARKER: DB = BENCH MARK DISK
 DL0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0202_STAMPING: Y 196 1960
 DL0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0202+STABILITY: SURFACE MOTION
 DL0202
 DL0202  HISTORY     - Date     Condition        Report By
 DL0202  HISTORY     - 1960     MONUMENTED       CGS
 DL0202  HISTORY     - 1964     GOOD             NGS
 DL0202
 DL0202                          STATION DESCRIPTION
 DL0202
 DL0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0202'10.85 MI NW FROM NORPHLET.
 DL0202'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0202'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0202'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0202'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0202'THENCE 4.75 MILES NORTHWEST ALONG A GRAVELED ROAD, 1.15 MILES EAST OF
 DL0202'THE CROSSROADS BAPTIST CHURCH AND CEMETERY, IN SECTION 18, T 15 S, R
 DL0202'15 W, 113 FEET NORTH OF THE CENTER LINE OF THE ROAD, 127 FEET
 DL0202'NORTHEAST OF THE CENTER OF A JUNCTION WITH A DIRT ROAD LEADING NORTH
 DL0202'TO NEWPORT, 130 FEET SOUTH OF A POWER POLE, IN LINE WITH A ROW OF
 DL0202'POWER POLES, 78 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING TO
 DL0202'THE RIVER, 1 1/2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET
 DL0202'ABOVE THE GRAVELED ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 DL0202'4 INCHES.
 DL0202
 DL0202                          STATION RECOVERY (1964)
 DL0202
 DL0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0130 ***********************************************************************
 DL0130  DESIGNATION -  Y 197
 DL0130  PID         -  DL0130
 DL0130  STATE/COUNTY-  AR/UNION
 DL0130  USGS QUAD   -  NEW UNION (1981)
 DL0130
 DL0130                         *CURRENT SURVEY CONTROL
 DL0130  ___________________________________________________________________
 DL0130* NAD 83(1986)-  33 08 55.     (N)    092 08 49.     (W)     SCALED    
 DL0130* NAVD 88     -        22.566  (meters)      74.04   (feet)  ADJUSTED  
 DL0130  ___________________________________________________________________
 DL0130  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DL0130  DYNAMIC HT  -          22.542 (meters)      73.96  (feet)  COMP
 DL0130  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 DL0130
 DL0130  VERT ORDER  -  FIRST     CLASS II
 DL0130
 DL0130.The horizontal coordinates were scaled from a topographic map and have
 DL0130.an estimated accuracy of +/- 6 seconds.
 DL0130
 DL0130.The orthometric height was determined by differential leveling
 DL0130.and adjusted by the National Geodetic Survey in June 1991..
 DL0130
 DL0130.The geoid height was determined by GEOID03.
 DL0130
 DL0130.The dynamic height is computed by dividing the NAVD 88
 DL0130.geopotential number by the normal gravity value computed on the
 DL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0130.degrees latitude (g = 980.6199 gals.).
 DL0130
 DL0130.The modeled gravity was interpolated from observed gravity values.
 DL0130
 DL0130;                    North         East    Units  Estimated Accuracy
 DL0130;SPC AR S     -   453,470.      386,290.      MT  (+/- 180 meters Scaled)
 DL0130
 DL0130                          SUPERSEDED SURVEY CONTROL
 DL0130
 DL0130  NGVD 29 (??/??/92)   22.622  (m)           74.22   (f) ADJ UNCH    1 2
 DL0130
 DL0130.Superseded values are not recommended for survey control.
 DL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0130.See file dsdata.txt to determine how the superseded data were derived.
 DL0130
 DL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS795680(NAD 83)
 DL0130_MARKER: DB = BENCH MARK DISK
 DL0130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0130_STAMPING: Y 197 1960
 DL0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0130
 DL0130  HISTORY     - Date     Condition        Report By
 DL0130  HISTORY     - 1960     MONUMENTED       CGS
 DL0130  HISTORY     - 1964     GOOD             NGS
 DL0130
 DL0130                          STATION DESCRIPTION
 DL0130
 DL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0130'11.5 MI NE FROM FELSENTHAL.
 DL0130'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0130'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 4.1
 DL0130'MILES EAST ALONG U. S. HIGHWAY 82, IN SECTION 16, T 18 S, R 10 W, 65
 DL0130'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11 FEET WEST OF A
 DL0130'CLUSTER OF 5 TREES LOCATED ON THE NORTH BANK OF A SLOUGH, 11 FEET
 DL0130'NORTH OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 25
 DL0130'FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 3 1/2-INCH
 DL0130'IRON PIPE PROJECTING 1 FOOT.
 DL0130
 DL0130                          STATION RECOVERY (1964)
 DL0130
 DL0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0236 ***********************************************************************
 DL0236  DESIGNATION -  Y 198
 DL0236  PID         -  DL0236
 DL0236  STATE/COUNTY-  AR/UNION
 DL0236  USGS QUAD   -  CALION (1978)
 DL0236
 DL0236                         *CURRENT SURVEY CONTROL
 DL0236  ___________________________________________________________________
 DL0236* NAD 83(1986)-  33 19 34.     (N)    092 33 27.     (W)     SCALED    
 DL0236* NAVD 88     -        39.132  (meters)     128.39   (feet)  ADJUSTED  
 DL0236  ___________________________________________________________________
 DL0236  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0236  DYNAMIC HT  -          39.090 (meters)     128.25  (feet)  COMP
 DL0236  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 DL0236
 DL0236  VERT ORDER  -  FIRST     CLASS II
 DL0236
 DL0236.The horizontal coordinates were scaled from a topographic map and have
 DL0236.an estimated accuracy of +/- 6 seconds.
 DL0236
 DL0236.The orthometric height was determined by differential leveling
 DL0236.and adjusted by the National Geodetic Survey in June 1991..
 DL0236
 DL0236.The geoid height was determined by GEOID03.
 DL0236
 DL0236.The dynamic height is computed by dividing the NAVD 88
 DL0236.geopotential number by the normal gravity value computed on the
 DL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0236.degrees latitude (g = 980.6199 gals.).
 DL0236
 DL0236.The modeled gravity was interpolated from observed gravity values.
 DL0236
 DL0236;                    North         East    Units  Estimated Accuracy
 DL0236;SPC AR S     -   473,280.      348,090.      MT  (+/- 180 meters Scaled)
 DL0236
 DL0236                          SUPERSEDED SURVEY CONTROL
 DL0236
 DL0236  NGVD 29 (??/??/92)   39.171  (m)          128.51   (f) ADJ UNCH    1 2
 DL0236
 DL0236.Superseded values are not recommended for survey control.
 DL0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0236.See file dsdata.txt to determine how the superseded data were derived.
 DL0236
 DL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS411875(NAD 83)
 DL0236_MARKER: DB = BENCH MARK DISK
 DL0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0236_STAMPING: Y 198 1960
 DL0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0236+STABILITY: SURFACE MOTION
 DL0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0236+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DL0236
 DL0236  HISTORY     - Date     Condition        Report By
 DL0236  HISTORY     - 1960     MONUMENTED       CGS
 DL0236  HISTORY     - 1964     GOOD             NGS
 DL0236  HISTORY     - 20050920 GOOD             ARHD
 DL0236
 DL0236                          STATION DESCRIPTION
 DL0236
 DL0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0236'1.0 MI SW FROM CALION.
 DL0236'ABOUT 0.4 MILE WEST-NORTHWEST ALONG AN ASPHALT ROAD FROM THE CHICAGO,
 DL0236'ROCK ISLAND AND PACIFIC RAILROAD STATION AT CALION, THENCE 0.6 MILE
 DL0236'SOUTHWEST ALONG U.S. HIGHWAY 167, 0.2 MILE SOUTHWEST OF A CONCRETE
 DL0236'HIGHWAY BRIDGE, IN SECTION 16, T 16 S, R 14 W, 100 FEET NORTHWEST OF
 DL0236'THE CENTER LINE OF THE HIGHWAY, NORTHWEST OF AND ACROSS THE HIGHWAY
 DL0236'FROM J.R. MCGAUGH HOME, 71 FEET NORTH OF A BRACED POWER POLE, 2.0 FEET
 DL0236'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN
 DL0236'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DL0236
 DL0236                          STATION RECOVERY (1964)
 DL0236
 DL0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0236'RECOVERED IN GOOD CONDITION.
 DL0236
 DL0236                          STATION RECOVERY (2005)
 DL0236
 DL0236'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0110 ***********************************************************************
 DL0110  DESIGNATION -  Y 199
 DL0110  PID         -  DL0110
 DL0110  STATE/COUNTY-  AR/UNION
 DL0110  USGS QUAD   -  NEW LONDON (1981)
 DL0110
 DL0110                         *CURRENT SURVEY CONTROL
 DL0110  ___________________________________________________________________
 DL0110* NAD 83(1986)-  33 11 22.     (N)    092 17 36.     (W)     SCALED    
 DL0110* NAVD 88     -        48.886  (meters)     160.39   (feet)  ADJUSTED  
 DL0110  ___________________________________________________________________
 DL0110  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL0110  DYNAMIC HT  -          48.833 (meters)     160.21  (feet)  COMP
 DL0110  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 DL0110
 DL0110  VERT ORDER  -  FIRST     CLASS II
 DL0110
 DL0110.The horizontal coordinates were scaled from a topographic map and have
 DL0110.an estimated accuracy of +/- 6 seconds.
 DL0110
 DL0110.The orthometric height was determined by differential leveling
 DL0110.and adjusted by the National Geodetic Survey in June 1991..
 DL0110
 DL0110.The geoid height was determined by GEOID03.
 DL0110
 DL0110.The dynamic height is computed by dividing the NAVD 88
 DL0110.geopotential number by the normal gravity value computed on the
 DL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0110.degrees latitude (g = 980.6199 gals.).
 DL0110
 DL0110.The modeled gravity was interpolated from observed gravity values.
 DL0110
 DL0110;                    North         East    Units  Estimated Accuracy
 DL0110;SPC AR S     -   458,020.      372,650.      MT  (+/- 180 meters Scaled)
 DL0110
 DL0110                          SUPERSEDED SURVEY CONTROL
 DL0110
 DL0110  NGVD 29 (??/??/92)   48.940  (m)          160.56   (f) ADJ UNCH    1 2
 DL0110
 DL0110.Superseded values are not recommended for survey control.
 DL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0110.See file dsdata.txt to determine how the superseded data were derived.
 DL0110
 DL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS658725(NAD 83)
 DL0110_MARKER: DB = BENCH MARK DISK
 DL0110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0110_SP_SET: 36 FT.
 DL0110_STAMPING: Y 199 1960
 DL0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0110
 DL0110  HISTORY     - Date     Condition        Report By
 DL0110  HISTORY     - 1960     MONUMENTED       CGS
 DL0110  HISTORY     - 1964     GOOD             NGS
 DL0110  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0110
 DL0110                          STATION DESCRIPTION
 DL0110
 DL0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0110'9.35 MI NE FROM STRONG.
 DL0110'0.15 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0110'STATION AT STRONG, THENCE 1.1 MILES NORTHEAST ALONG A PAVED ROAD,
 DL0110'THENCE 4.85 MILES NORTH ALONG A GRADED DIRT ROAD TO THE NEW LONDON
 DL0110'COMMUNITY, THENCE 3.25 MILES EAST ALONG A GRADED DIRT ROAD, IN SECTION
 DL0110'36, T 17 S, R 12 W, 32 FEET NORTH OF THE CENTER LINE OF A PRIVATE DIRT
 DL0110'ROAD, 137 1/2 FEET EAST OF THE CENTER OF A ROAD INTERSECTION, ABOUT
 DL0110'0.1 MILE NORTHEAST AND ACROSS THE INTERSECTION FROM AN UNPAINTED
 DL0110'FARMHOUSE, 40 1/2 FEET WEST OF A 24-INCH GUM TREE, 43 FEET SOUTHEAST
 DL0110'OF A 9-INCH MAPLE TREE, 3 1/2 FEET EAST OF A FENCE CORNER, 1 FOOT
 DL0110'SOUTH OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE PRIVATE ROAD,
 DL0110'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 DL0110'DEPTH OF 36 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 7
 DL0110'INCHES.
 DL0110
 DL0110                          STATION RECOVERY (1964)
 DL0110
 DL0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0110'RECOVERED IN GOOD CONDITION.
 DL0110
 DL0110                          STATION RECOVERY (2004)
 DL0110
 DL0110'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0720 ***********************************************************************
 FF0720  DESIGNATION -  Y 2
 FF0720  PID         -  FF0720
 FF0720  STATE/COUNTY-  AR/LAWRENCE
 FF0720  USGS QUAD   -  BONO (1980)
 FF0720
 FF0720                         *CURRENT SURVEY CONTROL
 FF0720  ___________________________________________________________________
 FF0720* NAD 83(1997)-  35 58 49.21142(N)    090 51 53.49894(W)     ADJUSTED  
 FF0720* NAVD 88     -        79.118  (meters)     259.57   (feet)  ADJUSTED  
 FF0720  ___________________________________________________________________
 FF0720  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 FF0720  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF0720  DYNAMIC HT  -          79.052 (meters)     259.36  (feet)  COMP
 FF0720  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 FF0720
 FF0720  HORZ ORDER  -  SECOND
 FF0720  VERT ORDER  -  FIRST     CLASS II
 FF0720
 FF0720.The horizontal coordinates were established by classical geodetic methods
 FF0720.and adjusted by the National Geodetic Survey in September 1999..
 FF0720
 FF0720.The orthometric height was determined by differential leveling
 FF0720.and adjusted by the National Geodetic Survey in June 1991..
 FF0720
 FF0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0720
 FF0720.The geoid height was determined by GEOID03.
 FF0720
 FF0720.The dynamic height is computed by dividing the NAVD 88
 FF0720.geopotential number by the normal gravity value computed on the
 FF0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0720.degrees latitude (g = 980.6199 gals.).
 FF0720
 FF0720.The modeled gravity was interpolated from observed gravity values.
 FF0720
 FF0720;                    North         East     Units Scale Factor Converg.
 FF0720;SPC AR N     -   183,313.911   502,367.350   MT  0.99995977   +0 39 37.9
 FF0720;SPC AR N     -   601,422.39  1,648,183.55   sFT  0.99995977   +0 39 37.9
 FF0720;UTM  15      - 3,983,875.278   692,496.697   MT  1.00005661   +1 15 17.3
 FF0720
 FF0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0720!SPC AR N     -   0.99999197  x   0.99995977  =   0.99995174
 FF0720!UTM  15      -   0.99999197  x   1.00005661  =   1.00004858
 FF0720
 FF0720:                Primary Azimuth Mark                     Grid Az
 FF0720:SPC AR N     -  SEDGWICK SE BASE 2                       132 46 45.1
 FF0720:UTM  15      -  SEDGWICK SE BASE 2                       132 11 05.7
 FF0720
 FF0720|---------------------------------------------------------------------|
 FF0720| PID    Reference Object                     Distance      Geod. Az  |
 FF0720|                                                           dddmmss.s |
 FF0720| FF2127 SEDGWICK SE BASE 2                  455.911 METERS 1332623.0 |
 FF0720| FF2128 SEDGWICK SE BASE 3                  443.500 METERS 1365148.8 |
 FF0720|---------------------------------------------------------------------|
 FF0720
 FF0720                          SUPERSEDED SURVEY CONTROL
 FF0720
 FF0720  NAD 83(1997)-  35 58 49.22193(N)    090 51 53.49896(W) AD(       ) 2
 FF0720  NAD 83(1986)-  35 58 49.22164(N)    090 51 53.49795(W) AD(       ) 2
 FF0720  NGVD 29 (??/??/??)   79.031  (m)          259.29   (f) ADJUSTED    1 2
 FF0720
 FF0720.Superseded values are not recommended for survey control.
 FF0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0720.See file dsdata.txt to determine how the superseded data were derived.
 FF0720
 FF0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9249783875(NAD 83)
 FF0720_MARKER: DD = SURVEY DISK
 FF0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0720_STAMPING: 259.288 Y 2 1928
 FF0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0720+STABILITY: SURFACE MOTION
 FF0720
 FF0720  HISTORY     - Date     Condition        Report By
 FF0720  HISTORY     - 1928     MONUMENTED       CGS
 FF0720  HISTORY     - 1958     GOOD             CGS
 FF0720  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF0720
 FF0720                          STATION DESCRIPTION
 FF0720
 FF0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FF0720'IN SEDGWICK.
 FF0720'0.3 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0720'FROM THE STATION AT SEDGWICK, LAWRENCE COUNTY, 26 FEET SOUTHWEST
 FF0720'OF THE SOUTH RAIL OF THE MAIN TRACK, 47 FEET NORTHEAST OF THE
 FF0720'CENTERLINE OF U.S. HIGHWAY 63 PARALLELING THE TRACK, AND 1 FOOT
 FF0720'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 FF0720'259.288 Y 2 1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0720'4 INCHES ABOVE GROUND.
 FF0720
 FF0720                          STATION RECOVERY (1975)
 FF0720
 FF0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0006 ***********************************************************************
 EK0006  DESIGNATION -  Y 20
 EK0006  PID         -  EK0006
 EK0006  STATE/COUNTY-  AR/SCOTT
 EK0006  USGS QUAD   -  BOLES (1983)
 EK0006
 EK0006                         *CURRENT SURVEY CONTROL
 EK0006  ___________________________________________________________________
 EK0006* NAD 83(1986)-  34 48 35.     (N)    094 02 17.     (W)     SCALED    
 EK0006* NAVD 88     -       213.929  (meters)     701.87   (feet)  ADJUSTED  
 EK0006  ___________________________________________________________________
 EK0006  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 EK0006  DYNAMIC HT  -         213.706 (meters)     701.13  (feet)  COMP
 EK0006  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 EK0006
 EK0006  VERT ORDER  -  FIRST     CLASS II
 EK0006
 EK0006.The horizontal coordinates were scaled from a topographic map and have
 EK0006.an estimated accuracy of +/- 6 seconds.
 EK0006
 EK0006.The orthometric height was determined by differential leveling
 EK0006.and adjusted by the National Geodetic Survey in June 1991..
 EK0006
 EK0006.The geoid height was determined by GEOID03.
 EK0006
 EK0006.The dynamic height is computed by dividing the NAVD 88
 EK0006.geopotential number by the normal gravity value computed on the
 EK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0006.degrees latitude (g = 980.6199 gals.).
 EK0006
 EK0006.The modeled gravity was interpolated from observed gravity values.
 EK0006
 EK0006;                    North         East    Units  Estimated Accuracy
 EK0006;SPC AR N     -    54,780.      213,530.      MT  (+/- 180 meters Scaled)
 EK0006
 EK0006                          SUPERSEDED SURVEY CONTROL
 EK0006
 EK0006  NGVD 29 (??/??/92)  213.820  (m)          701.51   (f) ADJ UNCH    1 2
 EK0006
 EK0006.Superseded values are not recommended for survey control.
 EK0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0006.See file dsdata.txt to determine how the superseded data were derived.
 EK0006
 EK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU050524(NAD 83)
 EK0006_MARKER: DB = BENCH MARK DISK
 EK0006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0006_MARK LOGO: CGS   
 EK0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0006+STABILITY: SURFACE MOTION
 EK0006
 EK0006  HISTORY     - Date     Condition        Report By
 EK0006  HISTORY     - UNK      MONUMENTED       CGS
 EK0006  HISTORY     - 1931     GOOD             NGS
 EK0006  HISTORY     - 1959     GOOD             NGS
 EK0006  HISTORY     - 1985     GOOD             NGS
 EK0006  HISTORY     - 1987     GOOD             USPSQD
 EK0006  HISTORY     - 1987     GOOD             USPSQD
 EK0006  HISTORY     - 1988     GOOD             USPSQD
 EK0006  HISTORY     - 1989     GOOD             USPSQD
 EK0006  HISTORY     - 1990     GOOD             USPSQD
 EK0006
 EK0006                          STATION DESCRIPTION
 EK0006
 EK0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 EK0006'7.4 MI S FROM WALDRON.
 EK0006'7.4 MILES SOUTH BY HIGHWAY LOCATED 140 YARDS NORTH OF THE
 EK0006'INTERSECTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY 28, IN THE WEST
 EK0006'END OF CULVERT 11.13.64, 3.2 MILES SOUTH OF X 20.
 EK0006
 EK0006                          STATION RECOVERY (1959)
 EK0006
 EK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EK0006'RECOVERED IN GOOD CONDITION.
 EK0006
 EK0006                          STATION RECOVERY (1985)
 EK0006
 EK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  5.6 KM
 EK0006'(3.5 MI) SOUTH ALONG U.S. HIGHWAY 71 B (BUSINESS ROUTE) FROM THE
 EK0006'JUNCTION OF STATE HIGHWAY 80 IN WALDRON, THENCE 6.7 KM (4.15 MI) SOUTH
 EK0006'ALONG U.S. HIGHWAY 71, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG A DIRT
 EK0006'SIDE ROAD FROM THE JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY 71,
 EK0006'AT THE WEST END OF A CULVERT UNDER THE DIRT ROAD, ALSO 2.7 KM (1.7 MI)
 EK0006'NORTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN BOLES, TO THE
 EK0006'JUNCTION OF STATE HIGHWAY 28, 7.32 METERS (24.0 FT) NORTHWEST OF THE
 EK0006'APPROXIMATE CENTER OF A DRIVEWAY, 4.88 METERS (16.0 FT) WEST OF THE
 EK0006'APPROXIMATE CENTER OF A GRAVEL ROAD, AND 0.12 METERS (0.4 FT) SOUTH OF
 EK0006'THE NORTH END OF THE HEADWALL.
 EK0006'THE MARK IS 0.37 M ABOVE DIRT ROAD.
 EK0006
 EK0006                          STATION RECOVERY (1987)
 EK0006
 EK0006'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0006'RECOVERED IN GOOD CONDITION.
 EK0006
 EK0006                          STATION RECOVERY (1987)
 EK0006
 EK0006'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0006'RECOVERED IN GOOD CONDITION.
 EK0006
 EK0006                          STATION RECOVERY (1988)
 EK0006
 EK0006'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0006'RECOVERED IN GOOD CONDITION.
 EK0006
 EK0006                          STATION RECOVERY (1989)
 EK0006
 EK0006'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0006'RECOVERED IN GOOD CONDITION.
 EK0006
 EK0006                          STATION RECOVERY (1990)
 EK0006
 EK0006'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0100 ***********************************************************************
 DL0100  DESIGNATION -  Y 201
 DL0100  PID         -  DL0100
 DL0100  STATE/COUNTY-  AR/UNION
 DL0100  USGS QUAD   -  NEW LONDON (1981)
 DL0100
 DL0100                         *CURRENT SURVEY CONTROL
 DL0100  ___________________________________________________________________
 DL0100* NAD 83(1986)-  33 14 18.     (N)    092 20 06.     (W)     SCALED    
 DL0100* NAVD 88     -        44.885  (meters)     147.26   (feet)  ADJUSTED  
 DL0100  ___________________________________________________________________
 DL0100  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0100  DYNAMIC HT  -          44.837 (meters)     147.10  (feet)  COMP
 DL0100  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DL0100
 DL0100  VERT ORDER  -  FIRST     CLASS II
 DL0100
 DL0100.The horizontal coordinates were scaled from a topographic map and have
 DL0100.an estimated accuracy of +/- 6 seconds.
 DL0100
 DL0100.The orthometric height was determined by differential leveling
 DL0100.and adjusted by the National Geodetic Survey in June 1991..
 DL0100
 DL0100.The geoid height was determined by GEOID03.
 DL0100
 DL0100.The dynamic height is computed by dividing the NAVD 88
 DL0100.geopotential number by the normal gravity value computed on the
 DL0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0100.degrees latitude (g = 980.6199 gals.).
 DL0100
 DL0100.The modeled gravity was interpolated from observed gravity values.
 DL0100
 DL0100;                    North         East    Units  Estimated Accuracy
 DL0100;SPC AR S     -   463,460.      368,780.      MT  (+/- 180 meters Scaled)
 DL0100
 DL0100                          SUPERSEDED SURVEY CONTROL
 DL0100
 DL0100  NGVD 29 (??/??/92)   44.935  (m)          147.42   (f) ADJ UNCH    1 2
 DL0100
 DL0100.Superseded values are not recommended for survey control.
 DL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0100.See file dsdata.txt to determine how the superseded data were derived.
 DL0100
 DL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS619779(NAD 83)
 DL0100_MARKER: DB = BENCH MARK DISK
 DL0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0100_STAMPING: Y 201 1960
 DL0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0100+STABILITY: SURFACE MOTION
 DL0100
 DL0100  HISTORY     - Date     Condition        Report By
 DL0100  HISTORY     - 1960     MONUMENTED       CGS
 DL0100  HISTORY     - 1964     GOOD             NGS
 DL0100  HISTORY     - 20040926 GOOD             USPSQD
 DL0100
 DL0100                          STATION DESCRIPTION
 DL0100
 DL0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0100'10.3 MI N FROM STRONG.
 DL0100'0.15 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0100'STATION AT STRONG, THENCE 1.1 MILES NORTHEAST ALONG A PAVED ROAD,
 DL0100'THENCE 8.4 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.65 MILE
 DL0100'NORTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 15, T 17 S, R 12 W, 55
 DL0100'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 95 FEET SOUTH OF THE
 DL0100'CENTER OF THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST, 84 FEET
 DL0100'SOUTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 1.8 FEET SOUTHWEST
 DL0100'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 DL0100'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0100
 DL0100                          STATION RECOVERY (1964)
 DL0100
 DL0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0100'RECOVERED IN GOOD CONDITION.
 DL0100
 DL0100                          STATION RECOVERY (2004)
 DL0100
 DL0100'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0753 ***********************************************************************
 DL0753  DESIGNATION -  Y 202
 DL0753  PID         -  DL0753
 DL0753  STATE/COUNTY-  AR/LAFAYETTE
 DL0753  USGS QUAD   -  LEWISVILLE (1978)
 DL0753
 DL0753                         *CURRENT SURVEY CONTROL
 DL0753  ___________________________________________________________________
 DL0753* NAD 83(1986)-  33 21 21.     (N)    093 32 58.     (W)     SCALED    
 DL0753* NAVD 88     -        81.901  (meters)     268.70   (feet)  ADJUSTED  
 DL0753  ___________________________________________________________________
 DL0753  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DL0753  DYNAMIC HT  -          81.813 (meters)     268.41  (feet)  COMP
 DL0753  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DL0753
 DL0753  VERT ORDER  -  FIRST     CLASS II
 DL0753
 DL0753.The horizontal coordinates were scaled from a topographic map and have
 DL0753.an estimated accuracy of +/- 6 seconds.
 DL0753
 DL0753.The orthometric height was determined by differential leveling
 DL0753.and adjusted by the National Geodetic Survey in June 1991..
 DL0753
 DL0753.The geoid height was determined by GEOID03.
 DL0753
 DL0753.The dynamic height is computed by dividing the NAVD 88
 DL0753.geopotential number by the normal gravity value computed on the
 DL0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0753.degrees latitude (g = 980.6199 gals.).
 DL0753
 DL0753.The modeled gravity was interpolated from observed gravity values.
 DL0753
 DL0753;                    North         East    Units  Estimated Accuracy
 DL0753;SPC AR S     -   477,530.      255,790.      MT  (+/- 180 meters Scaled)
 DL0753
 DL0753                          SUPERSEDED SURVEY CONTROL
 DL0753
 DL0753  NGVD 29 (??/??/92)   81.939  (m)          268.83   (f) ADJ UNCH    1 2
 DL0753
 DL0753.Superseded values are not recommended for survey control.
 DL0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0753.See file dsdata.txt to determine how the superseded data were derived.
 DL0753
 DL0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS488908(NAD 83)
 DL0753_MARKER: DB = BENCH MARK DISK
 DL0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0753_STAMPING: Y 202 1960
 DL0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0753+STABILITY: SURFACE MOTION
 DL0753
 DL0753  HISTORY     - Date     Condition        Report By
 DL0753  HISTORY     - 1960     MONUMENTED       CGS
 DL0753  HISTORY     - 1963     GOOD             NGS
 DL0753
 DL0753                          STATION DESCRIPTION
 DL0753
 DL0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0753'1.85 MI E FROM LEWISVILLE.
 DL0753'ABOUT 1.85 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0753'THE STATION AT LEWISVILLE, ALSO 2.7 MILES WEST ALONG THE ST. LOUIS
 DL0753'SOUTHWESTERN RAILWAY FROM THE STATION AT STAMPS, IN THE EAST SIDE OF
 DL0753'SECTION 14, T 16 S, R 24 W, ABOUT 0.4 MILE EAST OF A ROAD CROSSING,
 DL0753'0.1 MILE OR 2 1/4 POLES EAST OF MILEPOST 388, 49 FEET NORTH OF THE
 DL0753'NORTH RAIL, 65 1/2 FEET WEST OF A TELEPHONE POLE NUMBERED 7480, 1 1/2
 DL0753'FEET NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 10
 DL0753'FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 DL0753'INCHES.
 DL0753
 DL0753                          STATION RECOVERY (1963)
 DL0753
 DL0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0650 ***********************************************************************
 DL0650  DESIGNATION -  Y 203
 DL0650  PID         -  DL0650
 DL0650  STATE/COUNTY-  AR/COLUMBIA
 DL0650  USGS QUAD   -  CALHOUN (1966)
 DL0650
 DL0650                         *CURRENT SURVEY CONTROL
 DL0650  ___________________________________________________________________
 DL0650* NAD 83(1986)-  33 12 25.     (N)    093 13 37.     (W)     SCALED    
 DL0650* NAVD 88     -        95.966  (meters)     314.85   (feet)  ADJUSTED  
 DL0650  ___________________________________________________________________
 DL0650  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DL0650  DYNAMIC HT  -          95.862 (meters)     314.51  (feet)  COMP
 DL0650  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 DL0650
 DL0650  VERT ORDER  -  SECOND    CLASS 0
 DL0650
 DL0650.The horizontal coordinates were scaled from a topographic map and have
 DL0650.an estimated accuracy of +/- 6 seconds.
 DL0650
 DL0650.The orthometric height was determined by differential leveling
 DL0650.and adjusted by the National Geodetic Survey in June 1991..
 DL0650
 DL0650.The geoid height was determined by GEOID03.
 DL0650
 DL0650.The dynamic height is computed by dividing the NAVD 88
 DL0650.geopotential number by the normal gravity value computed on the
 DL0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0650.degrees latitude (g = 980.6199 gals.).
 DL0650
 DL0650.The modeled gravity was interpolated from observed gravity values.
 DL0650
 DL0650;                    North         East    Units  Estimated Accuracy
 DL0650;SPC AR S     -   460,610.      285,610.      MT  (+/- 180 meters Scaled)
 DL0650
 DL0650                          SUPERSEDED SURVEY CONTROL
 DL0650
 DL0650  NGVD 29 (??/??/92)   96.012  (m)          315.00   (f) ADJ UNCH    2 0
 DL0650
 DL0650.Superseded values are not recommended for survey control.
 DL0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0650.See file dsdata.txt to determine how the superseded data were derived.
 DL0650
 DL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS788742(NAD 83)
 DL0650_MARKER: DB = BENCH MARK DISK
 DL0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0650_STAMPING: Y 203 1960
 DL0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0650+STABILITY: SURFACE MOTION
 DL0650
 DL0650  HISTORY     - Date     Condition        Report By
 DL0650  HISTORY     - 1960     MONUMENTED       CGS
 DL0650  HISTORY     - 1963     GOOD             NGS
 DL0650
 DL0650                          STATION DESCRIPTION
 DL0650
 DL0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0650'4.5 MI SE FROM MAGNOLIA.
 DL0650'ABOUT 4.5 MILES SOUTHEAST ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 DL0650'FROM THE STATION AT MAGNOLIA, 1 POLE NORTH OF MILEPOST 11, 389 FEET
 DL0650'EAST OF THE EAST RAIL, 48 1/2 FEET WEST OF THE CENTER LINE OF A GRADED
 DL0650'DIRT ROAD, 13 FEET NORTH OF A POWER POLE, IN LINE WITH A ROW OF POWER
 DL0650'POLES, 44 FEET SOUTHEAST OF AN 18-INCH OAK TREE, 38 FEET NORTHWEST OF
 DL0650'A 14-INCH OAK TREE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DL0650'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 DL0650'INCHES.
 DL0650
 DL0650                          STATION RECOVERY (1963)
 DL0650
 DL0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0538 ***********************************************************************
 DL0538  DESIGNATION -  Y 204
 DL0538  PID         -  DL0538
 DL0538  STATE/COUNTY-  AR/COLUMBIA
 DL0538  USGS QUAD   -  MAGNOLIA (1968)
 DL0538
 DL0538                         *CURRENT SURVEY CONTROL
 DL0538  ___________________________________________________________________
 DL0538* NAD 83(1986)-  33 21 00.     (N)    093 12 39.     (W)     SCALED    
 DL0538* NAVD 88     -       111.415  (meters)     365.53   (feet)  ADJUSTED  
 DL0538  ___________________________________________________________________
 DL0538  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DL0538  DYNAMIC HT  -         111.297 (meters)     365.15  (feet)  COMP
 DL0538  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DL0538
 DL0538  VERT ORDER  -  FIRST     CLASS II
 DL0538
 DL0538.The horizontal coordinates were scaled from a topographic map and have
 DL0538.an estimated accuracy of +/- 6 seconds.
 DL0538
 DL0538.The orthometric height was determined by differential leveling
 DL0538.and adjusted by the National Geodetic Survey in June 1991..
 DL0538
 DL0538.The geoid height was determined by GEOID03.
 DL0538
 DL0538.The dynamic height is computed by dividing the NAVD 88
 DL0538.geopotential number by the normal gravity value computed on the
 DL0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0538.degrees latitude (g = 980.6199 gals.).
 DL0538
 DL0538.The modeled gravity was interpolated from observed gravity values.
 DL0538
 DL0538;                    North         East    Units  Estimated Accuracy
 DL0538;SPC AR S     -   476,460.      287,300.      MT  (+/- 180 meters Scaled)
 DL0538
 DL0538                          SUPERSEDED SURVEY CONTROL
 DL0538
 DL0538  NGVD 29 (??/??/92)  111.441  (m)          365.62   (f) ADJ UNCH    1 2
 DL0538
 DL0538.Superseded values are not recommended for survey control.
 DL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0538.See file dsdata.txt to determine how the superseded data were derived.
 DL0538
 DL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS803901(NAD 83)
 DL0538_MARKER: DB = BENCH MARK DISK
 DL0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0538_SP_SET: FOUNDATION
 DL0538_STAMPING: Y 204 1960
 DL0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0538
 DL0538  HISTORY     - Date     Condition        Report By
 DL0538  HISTORY     - 1960     MONUMENTED       CGS
 DL0538  HISTORY     - 1963     GOOD             NGS
 DL0538
 DL0538                          STATION DESCRIPTION
 DL0538
 DL0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0538'0.2 MI N FROM MCNEIL.
 DL0538'ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD FROM THE ST. LOUIS
 DL0538'SOUTHWESTERN RAILWAY STATION AT MCNEIL, IN SECTION 18, T 16 S, R 20 W,
 DL0538'AT THE CITY WATER TANK, SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 DL0538'4X4 FOOT SQUARE CONCRETE FOUNDATION SUPPORTING THE VERTICAL PIPE
 DL0538'EXTENDING FROM THE CENTER OF THE BOTTOM OF THE TANK TO THE GROUND, 67
 DL0538'FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, AND 1 FOOT ABOVE THE
 DL0538'GROUND.
 DL0538
 DL0538                          STATION RECOVERY (1963)
 DL0538
 DL0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1341 ***********************************************************************
 FF1341  DESIGNATION -  Y 205
 FF1341  PID         -  FF1341
 FF1341  STATE/COUNTY-  AR/WHITE
 FF1341  USGS QUAD   -  BALD KNOB (1994)
 FF1341
 FF1341                         *CURRENT SURVEY CONTROL
 FF1341  ___________________________________________________________________
 FF1341* NAD 83(1986)-  35 21 51.     (N)    091 33 35.     (W)     SCALED    
 FF1341* NAVD 88     -       158.457  (meters)     519.87   (feet)  ADJUSTED  
 FF1341  ___________________________________________________________________
 FF1341  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FF1341  DYNAMIC HT  -         158.316 (meters)     519.41  (feet)  COMP
 FF1341  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FF1341
 FF1341  VERT ORDER  -  SECOND    CLASS 0
 FF1341
 FF1341.The horizontal coordinates were scaled from a topographic map and have
 FF1341.an estimated accuracy of +/- 6 seconds.
 FF1341
 FF1341.The orthometric height was determined by differential leveling
 FF1341.and adjusted by the National Geodetic Survey in June 1991..
 FF1341
 FF1341.The geoid height was determined by GEOID03.
 FF1341
 FF1341.The dynamic height is computed by dividing the NAVD 88
 FF1341.geopotential number by the normal gravity value computed on the
 FF1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1341.degrees latitude (g = 980.6199 gals.).
 FF1341
 FF1341.The modeled gravity was interpolated from observed gravity values.
 FF1341
 FF1341;                    North         East    Units  Estimated Accuracy
 FF1341;SPC AR N     -   114,450.      440,010.      MT  (+/- 180 meters Scaled)
 FF1341
 FF1341                          SUPERSEDED SURVEY CONTROL
 FF1341
 FF1341  NGVD 29 (??/??/??)  158.407  (m)          519.71   (f) ADJUSTED    2 0
 FF1341
 FF1341.Superseded values are not recommended for survey control.
 FF1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1341.See file dsdata.txt to determine how the superseded data were derived.
 FF1341
 FF1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308143(NAD 83)
 FF1341_MARKER: DB = BENCH MARK DISK
 FF1341_SETTING: 80 = SET IN A BOULDER
 FF1341_SP_SET: BOULDER
 FF1341_STAMPING: Y 205 1962
 FF1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1341+STABILITY: SURFACE MOTION
 FF1341
 FF1341  HISTORY     - Date     Condition        Report By
 FF1341  HISTORY     - 1962     MONUMENTED       CGS
 FF1341  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1341
 FF1341                          STATION DESCRIPTION
 FF1341
 FF1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1341'4.4 MI N FROM BALD KNOB.
 FF1341'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1341'STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY TO
 FF1341'THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, THENCE 3.4 MILES NORTH
 FF1341'ALONG U.S. HIGHWAY 167, ABOUT 100 YARDS SOUTH OF THE CREST OF
 FF1341'A HILL, 120 FEET SOUTH OF A PRIVATE DRIVEWAY, 26 FEET EAST OF
 FF1341'THE CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF
 FF1341'THE HIGHWAY, SET IN A DRILL HOLE IN A BOULDER.
 FF1341
 FF1341                          STATION RECOVERY (2003)
 FF1341
 FF1341'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1341'NEW 4 LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0258 ***********************************************************************
 FG0258  DESIGNATION -  Y 206
 FG0258  PID         -  FG0258
 FG0258  STATE/COUNTY-  AR/WHITE
 FG0258  USGS QUAD   -  ROSE BUD (1994)
 FG0258
 FG0258                         *CURRENT SURVEY CONTROL
 FG0258  ___________________________________________________________________
 FG0258* NAD 83(1986)-  35 20 06.     (N)    092 05 43.     (W)     SCALED    
 FG0258* NAVD 88     -       179.761  (meters)     589.77   (feet)  ADJUSTED  
 FG0258  ___________________________________________________________________
 FG0258  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FG0258  DYNAMIC HT  -         179.594 (meters)     589.22  (feet)  COMP
 FG0258  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 FG0258
 FG0258  VERT ORDER  -  SECOND    CLASS 0
 FG0258
 FG0258.The horizontal coordinates were scaled from a topographic map and have
 FG0258.an estimated accuracy of +/- 6 seconds.
 FG0258
 FG0258.The orthometric height was determined by differential leveling
 FG0258.and adjusted by the National Geodetic Survey in June 1991..
 FG0258
 FG0258.The geoid height was determined by GEOID03.
 FG0258
 FG0258.The dynamic height is computed by dividing the NAVD 88
 FG0258.geopotential number by the normal gravity value computed on the
 FG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0258.degrees latitude (g = 980.6199 gals.).
 FG0258
 FG0258.The modeled gravity was interpolated from observed gravity values.
 FG0258
 FG0258;                    North         East    Units  Estimated Accuracy
 FG0258;SPC AR N     -   111,130.      391,340.      MT  (+/- 180 meters Scaled)
 FG0258
 FG0258                          SUPERSEDED SURVEY CONTROL
 FG0258
 FG0258  NGVD 29 (??/??/92)  179.720  (m)          589.63   (f) ADJ UNCH    2 0
 FG0258
 FG0258.Superseded values are not recommended for survey control.
 FG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0258.See file dsdata.txt to determine how the superseded data were derived.
 FG0258
 FG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV822105(NAD 83)
 FG0258_MARKER: DB = BENCH MARK DISK
 FG0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0258_SP_SET: BRIDGE
 FG0258_STAMPING: Y 206 1962
 FG0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0258
 FG0258  HISTORY     - Date     Condition        Report By
 FG0258  HISTORY     - 1962     MONUMENTED       CGS
 FG0258  HISTORY     - 1967     GOOD             NGS
 FG0258  HISTORY     - 20041202 GOOD             NGS
 FG0258
 FG0258                          STATION DESCRIPTION
 FG0258
 FG0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0258'0.9 MI W FROM ROSE BUD.
 FG0258'IT IS 0.9 MILE WEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN
 FG0258'ROSE BUD, AT THE WEST END OF THE BRIDGE OVER EAST CADRON CREEK, 13
 FG0258'FEET NORTH OF THE CENTER OF THE HIGHWAY, 1.6 FEET EAST OF THE WEST END
 FG0258'OF THE BRIDGE AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH
 FG0258'HEADWALL OF THE WEST END OF THE BRIDGE.
 FG0258
 FG0258                          STATION RECOVERY (2004)
 FG0258
 FG0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 FG0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0358 ***********************************************************************
 FG0358  DESIGNATION -  Y 207
 FG0358  PID         -  FG0358
 FG0358  STATE/COUNTY-  AR/CONWAY
 FG0358  USGS QUAD   -  MORRILTON EAST (1990)
 FG0358
 FG0358                         *CURRENT SURVEY CONTROL
 FG0358  ___________________________________________________________________
 FG0358* NAD 83(1986)-  35 09 31.     (N)    092 39 43.     (W)     SCALED    
 FG0358* NAVD 88     -        97.158  (meters)     318.76   (feet)  ADJUSTED  
 FG0358  ___________________________________________________________________
 FG0358  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FG0358  DYNAMIC HT  -          97.067 (meters)     318.46  (feet)  COMP
 FG0358  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FG0358
 FG0358  VERT ORDER  -  FIRST     CLASS II
 FG0358
 FG0358.The horizontal coordinates were scaled from a topographic map and have
 FG0358.an estimated accuracy of +/- 6 seconds.
 FG0358
 FG0358.The orthometric height was determined by differential leveling
 FG0358.and adjusted by the National Geodetic Survey in June 1991..
 FG0358
 FG0358.The geoid height was determined by GEOID03.
 FG0358
 FG0358.The dynamic height is computed by dividing the NAVD 88
 FG0358.geopotential number by the normal gravity value computed on the
 FG0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0358.degrees latitude (g = 980.6199 gals.).
 FG0358
 FG0358.The modeled gravity was interpolated from observed gravity values.
 FG0358
 FG0358;                    North         East    Units  Estimated Accuracy
 FG0358;SPC AR N     -    91,760.      339,690.      MT  (+/- 180 meters Scaled)
 FG0358
 FG0358                          SUPERSEDED SURVEY CONTROL
 FG0358
 FG0358  NGVD 29 (06/07/95)   97.204  (m)          318.91   (f) ADJUSTED    1 2
 FG0358
 FG0358.Superseded values are not recommended for survey control.
 FG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0358.See file dsdata.txt to determine how the superseded data were derived.
 FG0358
 FG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU307906(NAD 83)
 FG0358_MARKER: DB = BENCH MARK DISK
 FG0358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0358_STAMPING: Y 207 1962
 FG0358_MARK LOGO: CGS   
 FG0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0358
 FG0358  HISTORY     - Date     Condition        Report By
 FG0358  HISTORY     - 1962     MONUMENTED       CGS
 FG0358  HISTORY     - 1967     GOOD             NGS
 FG0358  HISTORY     - 1984     GOOD             NGS
 FG0358  HISTORY     - 1988     GOOD             USPSQD
 FG0358  HISTORY     - 1989     GOOD             USPSQD
 FG0358  HISTORY     - 1989     GOOD             USPSQD
 FG0358  HISTORY     - 19970319 GOOD             USPSQD
 FG0358
 FG0358                          STATION DESCRIPTION
 FG0358
 FG0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0358'4.65 MI E FROM MORRILTON.
 FG0358'IT IS 4.65 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE RAILROAD DEPOT IN
 FG0358'MORRILTON, 13 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 64, 2.5 FEET
 FG0358'WEST OF THE EAST END OF A CONCRETE BRIDGE AND CEMENTED IN A DRILL HOLE
 FG0358'IN THE NORTH END OF THE BRIDGE.  THE MARK IS ALSO 1.15 MILES WEST
 FG0358'ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FG0358'HIGHWAY 92 IN PLUMERVILLE.
 FG0358
 FG0358                          STATION RECOVERY (1984)
 FG0358
 FG0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0358'RECOVERED IN GOOD CONDITION.
 FG0358
 FG0358                          STATION RECOVERY (1988)
 FG0358
 FG0358'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0358'RECOVERED IN GOOD CONDITION.
 FG0358
 FG0358                          STATION RECOVERY (1989)
 FG0358
 FG0358'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0358'RECOVERED IN GOOD CONDITION.
 FG0358
 FG0358                          STATION RECOVERY (1989)
 FG0358
 FG0358'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0358'RECOVERED IN GOOD CONDITION.
 FG0358
 FG0358                          STATION RECOVERY (1997)
 FG0358
 FG0358'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0214 ***********************************************************************
 FG0214  DESIGNATION -  Y 208
 FG0214  PID         -  FG0214
 FG0214  STATE/COUNTY-  AR/FAULKNER
 FG0214  USGS QUAD   -  GREENBRIER (1994)
 FG0214
 FG0214                         *CURRENT SURVEY CONTROL
 FG0214  ___________________________________________________________________
 FG0214* NAD 83(1986)-  35 10 02.     (N)    092 23 49.     (W)     SCALED    
 FG0214* NAVD 88     -        94.254  (meters)     309.23   (feet)  ADJUSTED  
 FG0214  ___________________________________________________________________
 FG0214  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0214  DYNAMIC HT  -          94.165 (meters)     308.94  (feet)  COMP
 FG0214  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FG0214
 FG0214  VERT ORDER  -  SECOND    CLASS 0
 FG0214
 FG0214.The horizontal coordinates were scaled from a topographic map and have
 FG0214.an estimated accuracy of +/- 6 seconds.
 FG0214
 FG0214.The orthometric height was determined by differential leveling
 FG0214.and adjusted by the National Geodetic Survey in June 1991..
 FG0214
 FG0214.The geoid height was determined by GEOID03.
 FG0214
 FG0214.The dynamic height is computed by dividing the NAVD 88
 FG0214.geopotential number by the normal gravity value computed on the
 FG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0214.degrees latitude (g = 980.6199 gals.).
 FG0214
 FG0214.The modeled gravity was interpolated from observed gravity values.
 FG0214
 FG0214;                    North         East    Units  Estimated Accuracy
 FG0214;SPC AR N     -    92,590.      363,840.      MT  (+/- 180 meters Scaled)
 FG0214
 FG0214                          SUPERSEDED SURVEY CONTROL
 FG0214
 FG0214  NGVD 29 (??/??/92)   94.26   (m)          309.3    (f) COMPUTED    2 0
 FG0214
 FG0214.Superseded values are not recommended for survey control.
 FG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0214.See file dsdata.txt to determine how the superseded data were derived.
 FG0214
 FG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU549917(NAD 83)
 FG0214_MARKER: DB = BENCH MARK DISK
 FG0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0214_STAMPING: Y 208 1962
 FG0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0214+STABILITY: SURFACE MOTION
 FG0214
 FG0214  HISTORY     - Date     Condition        Report By
 FG0214  HISTORY     - 1962     MONUMENTED       CGS
 FG0214
 FG0214                          STATION DESCRIPTION
 FG0214
 FG0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0214'4.7 MI S FROM GREENBRIER.
 FG0214'4.7 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0214'GREENBRIER, AT THE JUNCTION OF AN ASPHALT ROAD LEADING EAST, 71.5 FEET
 FG0214'NORTH OF THE CENTER OF THE ROAD LEADING EAST, 50.5 FEET EAST OF THE
 FG0214'CENTERLINE OF HIGHWAY 65, 5.5 FEET EAST OF A POWER POLE, 3.0 FEET
 FG0214'NORTH OF A METAL WITNESS POST, 1.0 FEET WEST OF A FENCE LINE, SET IN
 FG0214'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE SURFACE
 FG0214'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0363 ***********************************************************************
 FG0363  DESIGNATION -  Y 209
 FG0363  PID         -  FG0363
 FG0363  STATE/COUNTY-  AR/CONWAY
 FG0363  USGS QUAD   -  MENIFEE (1991)
 FG0363
 FG0363                         *CURRENT SURVEY CONTROL
 FG0363  ___________________________________________________________________
 FG0363* NAD 83(1986)-  35 11 45.     (N)    092 37 16.     (W)     SCALED    
 FG0363* NAVD 88     -       117.943  (meters)     386.95   (feet)  ADJUSTED  
 FG0363  ___________________________________________________________________
 FG0363  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FG0363  DYNAMIC HT  -         117.833 (meters)     386.59  (feet)  COMP
 FG0363  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FG0363
 FG0363  VERT ORDER  -  SECOND    CLASS 0
 FG0363
 FG0363.The horizontal coordinates were scaled from a topographic map and have
 FG0363.an estimated accuracy of +/- 6 seconds.
 FG0363
 FG0363.The orthometric height was determined by differential leveling
 FG0363.and adjusted by the National Geodetic Survey in June 1991..
 FG0363
 FG0363.The geoid height was determined by GEOID03.
 FG0363
 FG0363.The dynamic height is computed by dividing the NAVD 88
 FG0363.geopotential number by the normal gravity value computed on the
 FG0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0363.degrees latitude (g = 980.6199 gals.).
 FG0363
 FG0363.The modeled gravity was interpolated from observed gravity values.
 FG0363
 FG0363;                    North         East    Units  Estimated Accuracy
 FG0363;SPC AR N     -    95,870.      343,440.      MT  (+/- 180 meters Scaled)
 FG0363
 FG0363                          SUPERSEDED SURVEY CONTROL
 FG0363
 FG0363  NGVD 29 (??/??/92)  117.952  (m)          386.98   (f) ADJ UNCH    2 0
 FG0363
 FG0363.Superseded values are not recommended for survey control.
 FG0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0363.See file dsdata.txt to determine how the superseded data were derived.
 FG0363
 FG0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU344948(NAD 83)
 FG0363_MARKER: DB = BENCH MARK DISK
 FG0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0363_SP_SET: CULVERT
 FG0363_STAMPING: Y 209 1962
 FG0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0363
 FG0363  HISTORY     - Date     Condition        Report By
 FG0363  HISTORY     - 1962     MONUMENTED       CGS
 FG0363  HISTORY     - 1967     GOOD             NGS
 FG0363  HISTORY     - 1984     GOOD             NGS
 FG0363  HISTORY     - 19970319 GOOD             USPSQD
 FG0363
 FG0363                          STATION DESCRIPTION
 FG0363
 FG0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0363'3.1 MI N FROM PLUMERVILLE.
 FG0363'IT IS 3.1 MILES NORTH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FG0363'HIGHWAY 92 IN PLUMERVILLE, 27 FEET SOUTH OF THE CENTER OF STATE
 FG0363'HIGHWAY 92 AT A POINT WHERE THE HIGHWAY CURVES NORTH, 17 FEET NORTH OF
 FG0363'A FENCE AND CEMENTED IN A DRILL HOLE IN THE EAST END OF A CONCRETE
 FG0363'CULVERT.
 FG0363
 FG0363                          STATION RECOVERY (1984)
 FG0363
 FG0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0363'RECOVERED IN GOOD CONDITION.
 FG0363
 FG0363                          STATION RECOVERY (1997)
 FG0363
 FG0363'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0129 ***********************************************************************
 FG0129  DESIGNATION -  Y 209
 FG0129  PID         -  FG0129
 FG0129  STATE/COUNTY-  AR/FAULKNER
 FG0129  USGS QUAD   -  ENOLA (1982)
 FG0129
 FG0129                         *CURRENT SURVEY CONTROL
 FG0129  ___________________________________________________________________
 FG0129* NAD 83(1986)-  35 09 35.     (N)    092 13 23.     (W)     SCALED    
 FG0129* NAVD 88     -        94.426  (meters)     309.80   (feet)  ADJUSTED  
 FG0129  ___________________________________________________________________
 FG0129  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FG0129  DYNAMIC HT  -          94.338 (meters)     309.51  (feet)  COMP
 FG0129  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FG0129
 FG0129  VERT ORDER  -  SECOND    CLASS 0
 FG0129
 FG0129.The horizontal coordinates were scaled from a topographic map and have
 FG0129.an estimated accuracy of +/- 6 seconds.
 FG0129
 FG0129.The orthometric height was determined by differential leveling
 FG0129.and adjusted by the National Geodetic Survey in June 1991..
 FG0129
 FG0129.The geoid height was determined by GEOID03.
 FG0129
 FG0129.The dynamic height is computed by dividing the NAVD 88
 FG0129.geopotential number by the normal gravity value computed on the
 FG0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0129.degrees latitude (g = 980.6199 gals.).
 FG0129
 FG0129.The modeled gravity was interpolated from observed gravity values.
 FG0129
 FG0129;                    North         East    Units  Estimated Accuracy
 FG0129;SPC AR N     -    91,700.      379,680.      MT  (+/- 180 meters Scaled)
 FG0129
 FG0129                          SUPERSEDED SURVEY CONTROL
 FG0129
 FG0129  NGVD 29 (??/??/92)   94.419  (m)          309.77   (f) ADJ UNCH    2 0
 FG0129
 FG0129.Superseded values are not recommended for survey control.
 FG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0129.See file dsdata.txt to determine how the superseded data were derived.
 FG0129
 FG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU707910(NAD 83)
 FG0129_MARKER: DB = BENCH MARK DISK
 FG0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0129_STAMPING: Y 209 1962
 FG0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0129+STABILITY: SURFACE MOTION
 FG0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0129+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 FG0129
 FG0129  HISTORY     - Date     Condition        Report By
 FG0129  HISTORY     - 1962     MONUMENTED       CGS
 FG0129  HISTORY     - 1989     GOOD             USPSQD
 FG0129  HISTORY     - 20030402 GOOD             INDIV
 FG0129
 FG0129                          STATION DESCRIPTION
 FG0129
 FG0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0129'8.65 MI SW FROM MOUNT VERNON.
 FG0129'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0129'MOUNT VERNON, 53.6 FEET EAST OF THE EAST CORNER OF SANSON STORE AND
 FG0129'STATION, 49.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.0 FEET
 FG0129'SOUTH OF A STORAGE TANK, 7.5 FEET NORTH OF A GUY POLE, 2.0 FEET WEST
 FG0129'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FG0129'PROJECTS 0.3 FEET.
 FG0129
 FG0129                          STATION RECOVERY (1989)
 FG0129
 FG0129'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0129'RECOVERED IN GOOD CONDITION.
 FG0129
 FG0129                          STATION RECOVERY (2003)
 FG0129
 FG0129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 FG0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0118 ***********************************************************************
 EK0118  DESIGNATION -  Y 21
 EK0118  PID         -  EK0118
 EK0118  STATE/COUNTY-  AR/SEVIER
 EK0118  USGS QUAD   -  GILLHAM (1964)
 EK0118
 EK0118                         *CURRENT SURVEY CONTROL
 EK0118  ___________________________________________________________________
 EK0118* NAD 83(1986)-  34 11 23.     (N)    094 19 57.     (W)     SCALED    
 EK0118* NAVD 88     -       247.746  (meters)     812.81   (feet)  ADJUSTED  
 EK0118  ___________________________________________________________________
 EK0118  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 EK0118  DYNAMIC HT  -         247.491 (meters)     811.98  (feet)  COMP
 EK0118  MODELED GRAV-     979,601.2   (mgal)                       NAVD 88
 EK0118
 EK0118  VERT ORDER  -  FIRST     CLASS II
 EK0118
 EK0118.The horizontal coordinates were scaled from a topographic map and have
 EK0118.an estimated accuracy of +/- 6 seconds.
 EK0118
 EK0118.The orthometric height was determined by differential leveling
 EK0118.and adjusted by the National Geodetic Survey in June 1991..
 EK0118
 EK0118.The geoid height was determined by GEOID03.
 EK0118
 EK0118.The dynamic height is computed by dividing the NAVD 88
 EK0118.geopotential number by the normal gravity value computed on the
 EK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0118.degrees latitude (g = 980.6199 gals.).
 EK0118
 EK0118.The modeled gravity was interpolated from observed gravity values.
 EK0118
 EK0118;                    North         East    Units  Estimated Accuracy
 EK0118;SPC AR S     -   571,380.      185,030.      MT  (+/- 180 meters Scaled)
 EK0118
 EK0118                          SUPERSEDED SURVEY CONTROL
 EK0118
 EK0118  NGVD 29 (??/??/92)  247.714  (m)          812.71   (f) ADJ UNCH    1 2
 EK0118
 EK0118.Superseded values are not recommended for survey control.
 EK0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0118.See file dsdata.txt to determine how the superseded data were derived.
 EK0118
 EK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT772839(NAD 83)
 EK0118_MARKER: DB = BENCH MARK DISK
 EK0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0118_MARK LOGO: CGS   
 EK0118_PROJECTION: FLUSH
 EK0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0118+STABILITY: SURFACE MOTION
 EK0118
 EK0118  HISTORY     - Date     Condition        Report By
 EK0118  HISTORY     - 1932     MONUMENTED       CGS
 EK0118  HISTORY     - 1962     GOOD             NGS
 EK0118  HISTORY     - 1985     GOOD             NGS
 EK0118  HISTORY     - 1987     GOOD             USPSQD
 EK0118  HISTORY     - 1988     GOOD             USPSQD
 EK0118  HISTORY     - 1989     GOOD             USPSQD
 EK0118  HISTORY     - 1990     GOOD             USPSQD
 EK0118
 EK0118                          STATION DESCRIPTION
 EK0118
 EK0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EK0118'AT MINERAL.
 EK0118'AT MINERAL LOCATED AT THE CROSSING CALLED MINERAL, 83 FEET SOUTH
 EK0118'OF MILEPOST 419, 21 FEET WEST OF THE WEST RAIL.
 EK0118
 EK0118                          STATION RECOVERY (1962)
 EK0118
 EK0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0118'RECOVERED IN GOOD CONDITION.
 EK0118
 EK0118                          STATION RECOVERY (1985)
 EK0118
 EK0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0118'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  IN MINERAL,
 EK0118'60.5 METERS (198.5 FT) NORTH-NORTHWEST OF A ROAD CROSSING, 25.8 METERS
 EK0118'(84.5 FT) SOUTH OF RAILROAD MILE POST NUMBER 419, 17.0 METERS
 EK0118'(56.0 FT) EAST OF THE APPROXIMATE CENTER OF AN ASPHALT ROAD, AND
 EK0118'6.4 METERS (21.0 FT) WEST OF THE WEST RAIL OF THE KANSAS CITY SOUTHERN
 EK0118'RAILROAD.  NOTE, FOUND HIT BY MOWING EQUIPTMENT AND SLIGHTLY TILTED TO
 EK0118'THE SOUTH BUT SOLID IN THE GROUND.
 EK0118'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0118'THE MARK IS ABOVE LEVEL WITH RAILROAD.
 EK0118
 EK0118                          STATION RECOVERY (1987)
 EK0118
 EK0118'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0118'RECOVERED IN GOOD CONDITION.
 EK0118
 EK0118                          STATION RECOVERY (1988)
 EK0118
 EK0118'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0118'RECOVERED IN GOOD CONDITION.
 EK0118
 EK0118                          STATION RECOVERY (1989)
 EK0118
 EK0118'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0118'RECOVERED IN GOOD CONDITION.
 EK0118
 EK0118                          STATION RECOVERY (1990)
 EK0118
 EK0118'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1933 ***********************************************************************
 FE1933  DESIGNATION -  Y 213
 FE1933  PID         -  FE1933
 FE1933  STATE/COUNTY-  AR/MISSISSIPPI
 FE1933  USGS QUAD   -  ROSA (1983)
 FE1933
 FE1933                         *CURRENT SURVEY CONTROL
 FE1933  ___________________________________________________________________
 FE1933* NAD 83(1986)-  35 48 35.     (N)    089 49 49.     (W)     SCALED    
 FE1933* NAVD 88     -        82.209  (meters)     269.71   (feet)  ADJUSTED  
 FE1933  ___________________________________________________________________
 FE1933  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1933  DYNAMIC HT  -          82.140 (meters)     269.49  (feet)  COMP
 FE1933  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 FE1933
 FE1933  VERT ORDER  -  FIRST     CLASS I
 FE1933
 FE1933.The horizontal coordinates were scaled from a topographic map and have
 FE1933.an estimated accuracy of +/- 6 seconds.
 FE1933
 FE1933.The orthometric height was determined by differential leveling
 FE1933.and adjusted by the National Geodetic Survey in June 1991..
 FE1933
 FE1933.The geoid height was determined by GEOID03.
 FE1933
 FE1933.The dynamic height is computed by dividing the NAVD 88
 FE1933.geopotential number by the normal gravity value computed on the
 FE1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1933.degrees latitude (g = 980.6199 gals.).
 FE1933
 FE1933.The modeled gravity was interpolated from observed gravity values.
 FE1933
 FE1933;                    North         East    Units  Estimated Accuracy
 FE1933;SPC AR N     -   165,950.      596,070.      MT  (+/- 180 meters Scaled)
 FE1933
 FE1933                          SUPERSEDED SURVEY CONTROL
 FE1933
 FE1933  NGVD 29 (??/??/??)   82.147  (m)          269.51   (f) ADJUSTED    1 1
 FE1933
 FE1933.Superseded values are not recommended for survey control.
 FE1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1933.See file dsdata.txt to determine how the superseded data were derived.
 FE1933
 FE1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE442665(NAD 83)
 FE1933_MARKER: DB = BENCH MARK DISK
 FE1933_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1933_SP_SET: 4 FEET
 FE1933_STAMPING: Y 213 1976
 FE1933_MARK LOGO: NGS   
 FE1933_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1933+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FE1933
 FE1933  HISTORY     - Date     Condition        Report By
 FE1933  HISTORY     - 1976     MONUMENTED       NGS
 FE1933  HISTORY     - 20000901 GOOD             USE
 FE1933
 FE1933                          STATION DESCRIPTION
 FE1933
 FE1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1933'8.4 MI SW FROM BARFIELD.
 FE1933'8.35 MILES SOUTHWEST ALONG THE LEVEE FROM THE JUNCTION OF STATE
 FE1933'HIGHWAY 18, 19 FEET SOUTHWEST OF THE CENTER OF THE LEVEE, AND
 FE1933'2 FEET NORTHEAST OF MILEPOST 65/66. A DISK ON THE TOP OF A COPPER
 FE1933'COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE,
 FE1933'AND 1 FOOT NE OF A WITNESS POST.
 FE1933
 FE1933                          STATION RECOVERY (2000)
 FE1933
 FE1933'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1890 ***********************************************************************
 FE1890  DESIGNATION -  Y 214
 FE1890  PID         -  FE1890
 FE1890  STATE/COUNTY-  AR/MISSISSIPPI
 FE1890  USGS QUAD   -  NODENA (1983)
 FE1890
 FE1890                         *CURRENT SURVEY CONTROL
 FE1890  ___________________________________________________________________
 FE1890* NAD 83(1997)-  35 33 18.98575(N)    089 58 01.82624(W)     ADJUSTED  
 FE1890* NAVD 88     -        77.894  (meters)     255.56   (feet)  ADJUSTED  
 FE1890  ___________________________________________________________________
 FE1890  X           -       2,976.269 (meters)                     COMP
 FE1890  Y           -  -5,194,887.671 (meters)                     COMP
 FE1890  Z           -   3,688,188.225 (meters)                     COMP
 FE1890  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 FE1890  ELLIP HEIGHT-          50.36  (meters)          (04/05/04) GPS OBS
 FE1890  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1890  DYNAMIC HT  -          77.826 (meters)     255.33  (feet)  COMP
 FE1890  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 FE1890
 FE1890  HORZ ORDER  -  B
 FE1890  VERT ORDER  -  FIRST     CLASS I
 FE1890  ELLP ORDER  -  FOURTH    CLASS I
 FE1890
 FE1890.The horizontal coordinates were established by GPS observations
 FE1890.and adjusted by the National Geodetic Survey in April 2004..
 FE1890
 FE1890.The orthometric height was determined by differential leveling
 FE1890.and adjusted by the National Geodetic Survey in June 1991..
 FE1890
 FE1890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1890
 FE1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1890
 FE1890.The ellipsoidal height was determined by GPS observations
 FE1890.and is referenced to NAD 83.
 FE1890
 FE1890.The geoid height was determined by GEOID03.
 FE1890
 FE1890.The dynamic height is computed by dividing the NAVD 88
 FE1890.geopotential number by the normal gravity value computed on the
 FE1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1890.degrees latitude (g = 980.6199 gals.).
 FE1890
 FE1890.The modeled gravity was interpolated from observed gravity values.
 FE1890
 FE1890;                    North         East     Units Scale Factor Converg.
 FE1890;SPC AR N     -   137,466.202   584,285.757   MT  0.99993606   +1 10 58.4
 FE1890;SPC AR N     -   451,003.70  1,916,944.19   sFT  0.99993606   +1 10 58.4
 FE1890;UTM  16      - 3,938,675.389   231,043.033   MT  1.00049152   -1 43 35.1
 FE1890;UTM  15      - 3,938,856.798   774,909.738   MT  1.00053143   +1 45 52.8
 FE1890
 FE1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1890!SPC AR N     -   0.99999210  x   0.99993606  =   0.99992816
 FE1890!UTM  16      -   0.99999210  x   1.00049152  =   1.00048361
 FE1890!UTM  15      -   0.99999210  x   1.00053143  =   1.00052352
 FE1890
 FE1890                          SUPERSEDED SURVEY CONTROL
 FE1890
 FE1890  NAVD 88 (04/05/04)   77.89   (m)          255.5    (f) LEVELING    3  
 FE1890  NGVD 29 (??/??/??)   77.864  (m)          255.46   (f) ADJUSTED    1 1
 FE1890
 FE1890.Superseded values are not recommended for survey control.
 FE1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1890.See file dsdata.txt to determine how the superseded data were derived.
 FE1890
 FE1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3104338675(NAD 83)
 FE1890_MARKER: DB = BENCH MARK DISK
 FE1890_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1890_SP_SET: 4 FEET
 FE1890_STAMPING: Y 214 1976
 FE1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1890+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 FE1890
 FE1890  HISTORY     - Date     Condition        Report By
 FE1890  HISTORY     - 1976     MONUMENTED       NGS
 FE1890  HISTORY     - 1987     GOOD             USPSQD
 FE1890  HISTORY     - 20020320 GOOD             USACE
 FE1890  HISTORY     - 20050512 GOOD             USACE
 FE1890
 FE1890                          STATION DESCRIPTION
 FE1890
 FE1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1890'4.3 MI NE FROM WILSON.
 FE1890'4.3 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1890'STREET AT WILSON, 0.2 MILE SOUTH OF A ROAD CROSSING LEVEE, AND
 FE1890'2 FEET SOUTH OF MILEPOST 99/100.  A DISK ON THE TOP OF A COPPER
 FE1890'COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 1 FOOT BELOW THE LEVEE,
 FE1890'AND 2 FEET NORTH OF A WITNESS POST.
 FE1890
 FE1890                          STATION RECOVERY (1987)
 FE1890
 FE1890'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1890'RECOVERED IN GOOD CONDITION.
 FE1890
 FE1890                          STATION RECOVERY (2002)
 FE1890
 FE1890'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1890'RECOVERED IN GOOD CONDITION.
 FE1890
 FE1890                          STATION RECOVERY (2005)
 FE1890
 FE1890'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1104 ***********************************************************************
 FF1104  DESIGNATION -  Y 215
 FF1104  PID         -  FF1104
 FF1104  STATE/COUNTY-  AR/MISSISSIPPI
 FF1104  USGS QUAD   -  PECAN POINT (1970)
 FF1104
 FF1104                         *CURRENT SURVEY CONTROL
 FF1104  ___________________________________________________________________
 FF1104* NAD 83(1997)-  35 29 29.65324(N)    090 03 40.18971(W)     ADJUSTED  
 FF1104* NAVD 88     -        77.193  (meters)     253.26   (feet)  ADJUSTED  
 FF1104  ___________________________________________________________________
 FF1104  X           -      -5,549.977 (meters)                     COMP
 FF1104  Y           -  -5,198,991.701 (meters)                     COMP
 FF1104  Z           -   3,682,435.331 (meters)                     COMP
 FF1104  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 FF1104  ELLIP HEIGHT-          49.62  (meters)          (04/05/04) GPS OBS
 FF1104  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF1104  DYNAMIC HT  -          77.125 (meters)     253.03  (feet)  COMP
 FF1104  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 FF1104
 FF1104  HORZ ORDER  -  B
 FF1104  VERT ORDER  -  FIRST     CLASS I
 FF1104  ELLP ORDER  -  FOURTH    CLASS I
 FF1104
 FF1104.The horizontal coordinates were established by GPS observations
 FF1104.and adjusted by the National Geodetic Survey in April 2004..
 FF1104
 FF1104.The orthometric height was determined by differential leveling
 FF1104.and adjusted by the National Geodetic Survey in June 1991..
 FF1104
 FF1104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1104
 FF1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1104
 FF1104.The ellipsoidal height was determined by GPS observations
 FF1104.and is referenced to NAD 83.
 FF1104
 FF1104.The geoid height was determined by GEOID03.
 FF1104
 FF1104.The dynamic height is computed by dividing the NAVD 88
 FF1104.geopotential number by the normal gravity value computed on the
 FF1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1104.degrees latitude (g = 980.6199 gals.).
 FF1104
 FF1104.The modeled gravity was interpolated from observed gravity values.
 FF1104
 FF1104;                    North         East     Units Scale Factor Converg.
 FF1104;SPC AR N     -   130,228.261   575,905.395   MT  0.99993724   +1 07 41.5
 FF1104;SPC AR N     -   427,257.22  1,889,449.62   sFT  0.99993724   +1 07 41.5
 FF1104;UTM  15      - 3,931,530.188   766,598.412   MT  1.00047597   +1 42 26.1
 FF1104;UTM  16      - 3,931,867.945   222,301.163   MT  1.00055044   -1 46 42.2
 FF1104
 FF1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1104!SPC AR N     -   0.99999221  x   0.99993724  =   0.99992945
 FF1104!UTM  15      -   0.99999221  x   1.00047597  =   1.00046818
 FF1104!UTM  16      -   0.99999221  x   1.00055044  =   1.00054265
 FF1104
 FF1104                          SUPERSEDED SURVEY CONTROL
 FF1104
 FF1104  NAVD 88 (04/05/04)   77.19   (m)          253.2    (f) LEVELING    3  
 FF1104  NGVD 29 (??/??/??)   77.171  (m)          253.19   (f) ADJUSTED    1 1
 FF1104
 FF1104.Superseded values are not recommended for survey control.
 FF1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1104.See file dsdata.txt to determine how the superseded data were derived.
 FF1104
 FF1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6659831530(NAD 83)
 FF1104_MARKER: DB = BENCH MARK DISK
 FF1104_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1104+WITH SETTING: INTO GROUND
 FF1104_SP_SET: METAL ROD WITH BASE PLATE
 FF1104_STAMPING: Y 215 1976
 FF1104_MARK LOGO: NGS   
 FF1104_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1104+STABILITY: SURFACE MOTION
 FF1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1104+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 FF1104
 FF1104  HISTORY     - Date     Condition        Report By
 FF1104  HISTORY     - 1976     MONUMENTED       NGS
 FF1104  HISTORY     - 20000901 GOOD             USE
 FF1104  HISTORY     - 20020320 GOOD             USACE
 FF1104
 FF1104                          STATION DESCRIPTION
 FF1104
 FF1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1104'5.0 MI SW FROM WILSON.
 FF1104'5.0 MILES SOUTHWEST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FF1104'STREET AT WILSON, 17 FEET NORTHWEST OF THE CENTER OF LEVEE, AND
 FF1104'1 FOOT NORTHEAST OF MILEPOST 108/109.
 FF1104'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF
 FF1104'4 FEET.  2 FEET BELOW THE LEVEE.  1 FEET SOUTHWEST OF A WITNESS POST.
 FF1104
 FF1104                          STATION RECOVERY (2000)
 FF1104
 FF1104'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1104'RECOVERED IN GOOD CONDITION.
 FF1104
 FF1104                          STATION RECOVERY (2002)
 FF1104
 FF1104'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1090 ***********************************************************************
 FF1090  DESIGNATION -  Y 216
 FF1090  PID         -  FF1090
 FF1090  STATE/COUNTY-  AR/CRITTENDEN
 FF1090  USGS QUAD   -  JERICHO (1993)
 FF1090
 FF1090                         *CURRENT SURVEY CONTROL
 FF1090  ___________________________________________________________________
 FF1090* NAD 83(1986)-  35 20 15.     (N)    090 08 31.     (W)     SCALED    
 FF1090* NAVD 88     -        74.979  (meters)     245.99   (feet)  ADJUSTED  
 FF1090  ___________________________________________________________________
 FF1090  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF1090  DYNAMIC HT  -          74.913 (meters)     245.78  (feet)  COMP
 FF1090  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FF1090
 FF1090  VERT ORDER  -  FIRST     CLASS I
 FF1090
 FF1090.The horizontal coordinates were scaled from a topographic map and have
 FF1090.an estimated accuracy of +/- 6 seconds.
 FF1090
 FF1090.The orthometric height was determined by differential leveling
 FF1090.and adjusted by the National Geodetic Survey in June 1991..
 FF1090
 FF1090.The geoid height was determined by GEOID03.
 FF1090
 FF1090.The dynamic height is computed by dividing the NAVD 88
 FF1090.geopotential number by the normal gravity value computed on the
 FF1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1090.degrees latitude (g = 980.6199 gals.).
 FF1090
 FF1090.The modeled gravity was interpolated from observed gravity values.
 FF1090
 FF1090;                    North         East    Units  Estimated Accuracy
 FF1090;SPC AR N     -   113,000.      568,900.      MT  (+/- 180 meters Scaled)
 FF1090
 FF1090                          SUPERSEDED SURVEY CONTROL
 FF1090
 FF1090  NGVD 29 (??/??/??)   74.964  (m)          245.94   (f) ADJUSTED    1 1
 FF1090
 FF1090.Superseded values are not recommended for survey control.
 FF1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1090.See file dsdata.txt to determine how the superseded data were derived.
 FF1090
 FF1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV597142(NAD 83)
 FF1090_MARKER: DB = BENCH MARK DISK
 FF1090_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1090+WITH SETTING: INTO GROUND
 FF1090_SP_SET: METAL ROD WITH BASE PLATE
 FF1090_STAMPING: Y 216 1976
 FF1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1090+STABILITY: SURFACE MOTION
 FF1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1090+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 FF1090
 FF1090  HISTORY     - Date     Condition        Report By
 FF1090  HISTORY     - 1976     MONUMENTED       NGS
 FF1090  HISTORY     - 20050209 GOOD             USACE
 FF1090
 FF1090                          STATION DESCRIPTION
 FF1090
 FF1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1090'17.9 MI NORTH FROM WEST MEMPHIS.
 FF1090'17.9 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1090'HIGHWAY 55 AT WEST MEMPHIS, 18 FEET WEST OF THE CENTER OF LEVEE,
 FF1090'AND 1 FOOT NORTH OF MILEPOST 131/133.
 FF1090'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1090'FEET.  2 FEET BLEOW THE LEVEE.  1 FEET SOUTH OF A WITNESS POST.
 FF1090
 FF1090                          STATION RECOVERY (2005)
 FF1090
 FF1090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1040 ***********************************************************************
 FF1040  DESIGNATION -  Y 217
 FF1040  PID         -  FF1040
 FF1040  STATE/COUNTY-  AR/CRITTENDEN
 FF1040  USGS QUAD   -  FLETCHER LAKE (1993)
 FF1040
 FF1040                         *CURRENT SURVEY CONTROL
 FF1040  ___________________________________________________________________
 FF1040* NAD 83(1986)-  35 03 44.     (N)    090 12 21.     (W)     SCALED    
 FF1040* NAVD 88     -        71.348  (meters)     234.08   (feet)  ADJUSTED  
 FF1040  ___________________________________________________________________
 FF1040  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FF1040  DYNAMIC HT  -          71.283 (meters)     233.87  (feet)  COMP
 FF1040  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FF1040
 FF1040  VERT ORDER  -  FIRST     CLASS II
 FF1040
 FF1040.The horizontal coordinates were scaled from a topographic map and have
 FF1040.an estimated accuracy of +/- 6 seconds.
 FF1040
 FF1040.The orthometric height was determined by differential leveling
 FF1040.and adjusted by the National Geodetic Survey in June 1991..
 FF1040
 FF1040.The geoid height was determined by GEOID03.
 FF1040
 FF1040.The dynamic height is computed by dividing the NAVD 88
 FF1040.geopotential number by the normal gravity value computed on the
 FF1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1040.degrees latitude (g = 980.6199 gals.).
 FF1040
 FF1040.The modeled gravity was interpolated from observed gravity values.
 FF1040
 FF1040;                    North         East    Units  Estimated Accuracy
 FF1040;SPC AR N     -    82,360.      563,650.      MT  (+/- 180 meters Scaled)
 FF1040
 FF1040                          SUPERSEDED SURVEY CONTROL
 FF1040
 FF1040  NGVD 29 (??/??/??)   71.339  (m)          234.05   (f) ADJUSTED    1 2
 FF1040
 FF1040.Superseded values are not recommended for survey control.
 FF1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1040.See file dsdata.txt to determine how the superseded data were derived.
 FF1040
 FF1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU548835(NAD 83)
 FF1040_MARKER: DB = BENCH MARK DISK
 FF1040_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1040+WITH SETTING: INTO GROUND
 FF1040_SP_SET: METAL ROD WITH BASE PLATE
 FF1040_STAMPING: Y 217 1976
 FF1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1040+STABILITY: SURFACE MOTION
 FF1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1040+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 FF1040
 FF1040  HISTORY     - Date     Condition        Report By
 FF1040  HISTORY     - 1976     MONUMENTED       NGS
 FF1040  HISTORY     - 20030206 GOOD             USACE
 FF1040
 FF1040                          STATION DESCRIPTION
 FF1040
 FF1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1040'8.4 MI SOUTH FROM WEST MEMPHIS.
 FF1040'8.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1040'HIGHWAY 55 AT WEST MEMPHIS, 20 FEET NORTH OF THE CENTER LINE OF
 FF1040'LEVEE, AND 2.5 FEET EAST OF MILEPOST 159/160.  A DISK ON THE TOP OF A
 FF1040'COPPER-COATED STEEL ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE
 FF1040'LEVEE.  1 FEET NORTHEAST OF A WITNESS POST.
 FF1040
 FF1040                          STATION RECOVERY (2003)
 FF1040
 FF1040'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1026 ***********************************************************************
 FF1026  DESIGNATION -  Y 218
 FF1026  PID         -  FF1026
 FF1026  STATE/COUNTY-  AR/CRITTENDEN
 FF1026  USGS QUAD   -  EDMONDSON (1981)
 FF1026
 FF1026                         *CURRENT SURVEY CONTROL
 FF1026  ___________________________________________________________________
 FF1026* NAD 83(1997)-  35 02 05.92010(N)    090 19 16.54212(W)     ADJUSTED  
 FF1026* NAVD 88     -        65.107  (meters)     213.61   (feet)  ADJUSTED  
 FF1026  ___________________________________________________________________
 FF1026  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 FF1026  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FF1026  DYNAMIC HT  -          65.047 (meters)     213.41  (feet)  COMP
 FF1026  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 FF1026
 FF1026  HORZ ORDER  -  SECOND
 FF1026  VERT ORDER  -  FIRST     CLASS II
 FF1026
 FF1026.The horizontal coordinates were established by classical geodetic methods
 FF1026.and adjusted by the National Geodetic Survey in September 1999..
 FF1026
 FF1026.The orthometric height was determined by differential leveling
 FF1026.and adjusted by the National Geodetic Survey in June 1991..
 FF1026
 FF1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1026
 FF1026.The geoid height was determined by GEOID03.
 FF1026
 FF1026.The dynamic height is computed by dividing the NAVD 88
 FF1026.geopotential number by the normal gravity value computed on the
 FF1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1026.degrees latitude (g = 980.6199 gals.).
 FF1026
 FF1026.The modeled gravity was interpolated from observed gravity values.
 FF1026
 FF1026;                    North         East     Units Scale Factor Converg.
 FF1026;SPC AR N     -    79,147.599   553,173.461   MT  0.99998157   +0 58 36.7
 FF1026;SPC AR N     -   259,670.08  1,814,869.93   sFT  0.99998157   +0 58 36.7
 FF1026;SPC TN       -    86,552.996   205,798.280   MT  1.00004490   -2 31 47.4
 FF1026;SPC TN       -   283,965.95    675,189.86   sFT  1.00004490   -2 31 47.4
 FF1026;UTM  15      - 3,880,202.744   744,365.833   MT  1.00033602   +1 32 18.8
 FF1026
 FF1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1026!SPC AR N     -   0.99999404  x   0.99998157  =   0.99997561
 FF1026!SPC TN       -   0.99999404  x   1.00004490  =   1.00003894
 FF1026!UTM  15      -   0.99999404  x   1.00033602  =   1.00033006
 FF1026
 FF1026                          SUPERSEDED SURVEY CONTROL
 FF1026
 FF1026  NAD 83(1997)-  35 02 05.92013(N)    090 19 16.54209(W) AD(       ) 2
 FF1026  NAD 83(1997)-  35 02 05.92095(N)    090 19 16.54206(W) AD(       ) 2
 FF1026  NAD 83(1986)-  35 02 05.92967(N)    090 19 16.54229(W) AD(       ) 2
 FF1026  NAD 27      -  35 02 05.59075(N)    090 19 16.19053(W) AD(       ) 2
 FF1026  NGVD 29 (??/??/??)   65.110  (m)          213.62   (f) ADJUSTED    1 2
 FF1026
 FF1026.Superseded values are not recommended for survey control.
 FF1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1026.See file dsdata.txt to determine how the superseded data were derived.
 FF1026
 FF1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4436680203(NAD 83)
 FF1026_MARKER: DB = BENCH MARK DISK
 FF1026_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1026+WITH SETTING: INTO GROUND
 FF1026_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 FF1026_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1026+STABILITY: SURFACE MOTION
 FF1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1026+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF1026
 FF1026  HISTORY     - Date     Condition        Report By
 FF1026  HISTORY     - 1976     MONUMENTED       NGS
 FF1026  HISTORY     - 1979     GOOD             NGS
 FF1026  HISTORY     - 20030326 GOOD             USACE
 FF1026
 FF1026                          STATION DESCRIPTION
 FF1026
 FF1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1026'17.1 MI SOUTH FROM WEST MEMPHIS.
 FF1026'17.1 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1026'HIGHWAY 55 AT WEST MEMPHIS, ALSO ABOUT 1 MILE NORTHEAST OF 96
 FF1026'CORNER, 129 FEET WEST OF THE CENTER LINE OF THE LEVEE, 114 FEET
 FF1026'WEST OF MILEPOST 168/169 AND MARK IS SET AT THE TOE OF THE LEVEE.
 FF1026'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF
 FF1026'26 FEET.  45 FEET BELOW THE LEVEE.   2 FEET NORTH OF A WITNESS POST.
 FF1026
 FF1026                          STATION RECOVERY (1979)
 FF1026
 FF1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1026'THE STATION IS LOCATED ABOUT 16.9 KM NORTHEAST OF HUGHES,
 FF1026'10.5 KM NORTH OF HORSESHOE LAKE, JUST OFF OF THE MAIN LEVEE
 FF1026'ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION
 FF1026'TO USE THE STATION WAS OBTAINED FROM
 FF1026'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE ST FRANCIS
 FF1026'LEVEE DISTRICT, P.O. BOX 308,
 FF1026'WEST MEMPHIS, AR 73301.
 FF1026'TELEPHONE NUMBER 501-735-1062.
 FF1026'
 FF1026'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 50
 FF1026'AND 147, ABOUT 8 KM SOUTHWEST OF MIDWAY CORNERS, GO
 FF1026'NORTH ON STATE ROUTE 147 FOR 0.4 KM (0.25 MI) TO A
 FF1026'SIDE ROAD RIGHT AT SIGN (BLUE LAKE).  TURN RIGHT AND GO
 FF1026'EASTERLY ON A GRAVELED ROAD FOR 1.2 KM (0.75 MI) TO A
 FF1026'FORK.  TAKE THE LEFT FORK AND GO EAST-NORTHEAST FOR 0.3 KM
 FF1026'(0.2 MI) TO THE TOP OF A LEVEE.  TURN LEFT AND GO NORTHERLY
 FF1026'ON THE LEVEE ROAD FOR 0.8 KM (0.5 MI) TO MILEPOST 168/169
 FF1026'ON THE LEFT AND THE STATION ON THE LEFT.
 FF1026'
 FF1026'THE STATION IS A STANDARD NGS DEEP ROD BENCH MARK
 FF1026'ENCASED IN A 4-INCH PVC PIPE WITH CAP FLUSH WITH THE GROUND.
 FF1026'IT IS LOCATED
 FF1026'39.3 METERS WEST FROM THE CENTER OF THE LEVEE,
 FF1026'34.7 METERS WEST FROM MILEPOST 168/169, AND
 FF1026'0.61 METER NORTH FROM A METAL WITNESS POST.
 FF1026'
 FF1026'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FF1026
 FF1026                          STATION RECOVERY (2003)
 FF1026
 FF1026'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1026'MARK IS STAINLESS STEEL ROD, NO DISK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0973 ***********************************************************************
 EH0973  DESIGNATION -  Y 219
 EH0973  PID         -  EH0973
 EH0973  STATE/COUNTY-  AR/LEE
 EH0973  USGS QUAD   -  BRICKEYS (1984)
 EH0973
 EH0973                         *CURRENT SURVEY CONTROL
 EH0973  ___________________________________________________________________
 EH0973* NAD 83(1986)-  34 47 32.     (N)    090 32 47.     (W)     SCALED    
 EH0973* NAVD 88     -        65.248  (meters)     214.07   (feet)  ADJUSTED  
 EH0973  ___________________________________________________________________
 EH0973  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0973  DYNAMIC HT  -          65.187 (meters)     213.87  (feet)  COMP
 EH0973  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 EH0973
 EH0973  VERT ORDER  -  FIRST     CLASS II
 EH0973
 EH0973.The horizontal coordinates were scaled from a topographic map and have
 EH0973.an estimated accuracy of +/- 6 seconds.
 EH0973
 EH0973.The orthometric height was determined by differential leveling
 EH0973.and adjusted by the National Geodetic Survey in June 1991..
 EH0973
 EH0973.The geoid height was determined by GEOID03.
 EH0973
 EH0973.The dynamic height is computed by dividing the NAVD 88
 EH0973.geopotential number by the normal gravity value computed on the
 EH0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0973.degrees latitude (g = 980.6199 gals.).
 EH0973
 EH0973.The modeled gravity was interpolated from observed gravity values.
 EH0973
 EH0973;                    North         East    Units  Estimated Accuracy
 EH0973;SPC AR S     -   636,700.      533,030.      MT  (+/- 180 meters Scaled)
 EH0973
 EH0973                          SUPERSEDED SURVEY CONTROL
 EH0973
 EH0973  NGVD 29 (??/??/??)   65.271  (m)          214.14   (f) ADJUSTED    1 2
 EH0973
 EH0973.Superseded values are not recommended for survey control.
 EH0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0973.See file dsdata.txt to determine how the superseded data were derived.
 EH0973
 EH0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU244527(NAD 83)
 EH0973_MARKER: DB = BENCH MARK DISK
 EH0973_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0973_SP_SET: 104 FT.
 EH0973_STAMPING: Y 219 1976
 EH0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0973+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0973
 EH0973  HISTORY     - Date     Condition        Report By
 EH0973  HISTORY     - 1976     MONUMENTED       NGS
 EH0973  HISTORY     - 20030318 GOOD             USACE
 EH0973
 EH0973                          STATION DESCRIPTION
 EH0973
 EH0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0973'2.1 MI N FROM WHITEHALL.
 EH0973'2.1 MILES NORTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0973'WHITEHALL, ABOUT 0.15 MILE NORTHEAST OF A MICROWAVE TOWER, 21 FEET
 EH0973'WEST OF THE CENTER LINE OF THE LEVEE, 2 FEET NORTH OF MILEPOST
 EH0973'203/204.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 104
 EH0973'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1
 EH0973'FOOT SOUTH OF A WITNESS POST.
 EH0973
 EH0973                          STATION RECOVERY (2003)
 EH0973
 EH0973'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0803 ***********************************************************************
 DL0803  DESIGNATION -  Y 22
 DL0803  PID         -  DL0803
 DL0803  STATE/COUNTY-  AR/MILLER
 DL0803  USGS QUAD   -  MANDEVILLE (1975)
 DL0803
 DL0803                         *CURRENT SURVEY CONTROL
 DL0803  ___________________________________________________________________
 DL0803* NAD 83(1986)-  33 22 59.     (N)    093 54 56.     (W)     SCALED    
 DL0803* NAVD 88     -       111.800  (meters)     366.80   (feet)  ADJUSTED  
 DL0803  ___________________________________________________________________
 DL0803  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DL0803  DYNAMIC HT  -         111.680 (meters)     366.40  (feet)  COMP
 DL0803  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 DL0803
 DL0803  VERT ORDER  -  FIRST     CLASS II
 DL0803
 DL0803.The horizontal coordinates were scaled from a topographic map and have
 DL0803.an estimated accuracy of +/- 6 seconds.
 DL0803
 DL0803.The orthometric height was determined by differential leveling
 DL0803.and adjusted by the National Geodetic Survey in June 1991..
 DL0803
 DL0803.The geoid height was determined by GEOID03.
 DL0803
 DL0803.The dynamic height is computed by dividing the NAVD 88
 DL0803.geopotential number by the normal gravity value computed on the
 DL0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0803.degrees latitude (g = 980.6199 gals.).
 DL0803
 DL0803.The modeled gravity was interpolated from observed gravity values.
 DL0803
 DL0803;                    North         East    Units  Estimated Accuracy
 DL0803;SPC AR S     -   481,130.      221,780.      MT  (+/- 180 meters Scaled)
 DL0803
 DL0803                          SUPERSEDED SURVEY CONTROL
 DL0803
 DL0803  NGVD 29 (??/??/92)  111.831  (m)          366.90   (f) ADJ UNCH    1 2
 DL0803
 DL0803.Superseded values are not recommended for survey control.
 DL0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0803.See file dsdata.txt to determine how the superseded data were derived.
 DL0803
 DL0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS148941(NAD 83)
 DL0803_MARKER: DB = BENCH MARK DISK
 DL0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0803_SP_SET: CONCRETE POST
 DL0803_STAMPING: Y 22 1932 366.899
 DL0803_MARK LOGO: CGS   
 DL0803_PROJECTION: FLUSH
 DL0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0803+STABILITY: SURFACE MOTION
 DL0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0803+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 DL0803
 DL0803  HISTORY     - Date     Condition        Report By
 DL0803  HISTORY     - 1932     MONUMENTED       CGS
 DL0803  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0803  HISTORY     - 1965     MARK NOT FOUND   NGS
 DL0803  HISTORY     - 1985     GOOD             NGS
 DL0803  HISTORY     - 1988     GOOD             USPSQD
 DL0803  HISTORY     - 20040727 GOOD             ARHD
 DL0803
 DL0803                          STATION DESCRIPTION
 DL0803
 DL0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL0803'IN GENOA.
 DL0803'AT GENOA, MILLER COUNTY, ABOUT 385 FEET WEST ALONG THE ST. LOUIS
 DL0803'SOUTHWESTERN RAILWAY FROM THE STATION, ABOUT 6-3/4 POLES WEST OF
 DL0803'MILEPOST 410, 48 FEET WEST OF THE CENTER OF A ROAD CROSSING, 27 FEET
 DL0803'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 23 FEET SOUTH OF THE
 DL0803'CENTER LINE OF AN EAST-AND-WEST HIGHWAY.  A STANDARD DISK, STAMPED
 DL0803'366.899 Y 22 1932 AND SET IN THE TOP OF A CONCRETE POST.
 DL0803
 DL0803                          STATION RECOVERY (1965)
 DL0803
 DL0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DL0803'MARK NOT FOUND.
 DL0803
 DL0803                          STATION RECOVERY (1985)
 DL0803
 DL0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL0803'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.3 KM
 DL0803'(7.65 MI) EASTERLY ALONG U.S HIGHWAY 82 FROM ITS JUNCTION WITH U.S.
 DL0803'HIGHWAY 71 IN TEXARKANA, THENCE 5.4 KM (3.35 MI) SOUTH ALONG A PAVED
 DL0803'ROAD, THENCE 0.6 KM (0.35 MI) WEST ALONG STATE HIGHWAY 196, 33.7 M
 DL0803'(110.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE GENOA POST
 DL0803'OFFICE, 8.3 M (27.2 FT) NORTH OF THE NEAR RAIL OF THE SOUTHERN
 DL0803'PACIFIC RAILROAD, AND 7.1 M (23.3 FT) SOUTH OF THE CENTERLINE OF THE
 DL0803'HIGHWAY.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 DL0803'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 DL0803'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DL0803
 DL0803                          STATION RECOVERY (1988)
 DL0803
 DL0803'RECOVERY NOTE BY US POWER SQUADRON 1988 (RT)
 DL0803'RECOVERED IN GOOD CONDITION.
 DL0803
 DL0803                          STATION RECOVERY (2004)
 DL0803
 DL0803'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 DL0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0728 ***********************************************************************
 EH0728  DESIGNATION -  Y 220
 EH0728  PID         -  EH0728
 EH0728  STATE/COUNTY-  AR/PHILLIPS
 EH0728  USGS QUAD   -  ELAINE (1982)
 EH0728
 EH0728                         *CURRENT SURVEY CONTROL
 EH0728  ___________________________________________________________________
 EH0728* NAD 83(1986)-  34 18 06.     (N)    090 48 50.     (W)     SCALED    
 EH0728* NAVD 88     -        58.041  (meters)     190.42   (feet)  ADJUSTED  
 EH0728  ___________________________________________________________________
 EH0728  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH0728  DYNAMIC HT  -          57.984 (meters)     190.24  (feet)  COMP
 EH0728  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 EH0728
 EH0728  VERT ORDER  -  FIRST     CLASS II
 EH0728
 EH0728.The horizontal coordinates were scaled from a topographic map and have
 EH0728.an estimated accuracy of +/- 6 seconds.
 EH0728
 EH0728.The orthometric height was determined by differential leveling
 EH0728.and adjusted by the National Geodetic Survey in June 1991..
 EH0728.WARNING-Repeat measurements at this control monument indicate possible
 EH0728.vertical movement.
 EH0728
 EH0728.The geoid height was determined by GEOID03.
 EH0728
 EH0728.The dynamic height is computed by dividing the NAVD 88
 EH0728.geopotential number by the normal gravity value computed on the
 EH0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0728.degrees latitude (g = 980.6199 gals.).
 EH0728
 EH0728.The modeled gravity was interpolated from observed gravity values.
 EH0728
 EH0728;                    North         East    Units  Estimated Accuracy
 EH0728;SPC AR S     -   581,980.      509,180.      MT  (+/- 180 meters Scaled)
 EH0728
 EH0728                          SUPERSEDED SURVEY CONTROL
 EH0728
 EH0728  NGVD 29 (??/??/??)   58.106  (m)          190.64   (f) ADJUSTED    1 2
 EH0728
 EH0728.Superseded values are not recommended for survey control.
 EH0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0728.See file dsdata.txt to determine how the superseded data were derived.
 EH0728
 EH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT011977(NAD 83)
 EH0728_MARKER: DB = BENCH MARK DISK
 EH0728_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0728+WITH SETTING: INTO GROUND
 EH0728_STAMPING: Y 220 1976
 EH0728_MARK LOGO: NGS   
 EH0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0728+STABILITY: SURFACE MOTION
 EH0728
 EH0728  HISTORY     - Date     Condition        Report By
 EH0728  HISTORY     - 1976     MONUMENTED       NGS
 EH0728  HISTORY     - 1985     GOOD             NGS
 EH0728  HISTORY     - 20030331 POOR             USACE
 EH0728
 EH0728                          STATION DESCRIPTION
 EH0728
 EH0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0728'12.05 MI N FROM MELLWOOD.
 EH0728'12.05 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD
 EH0728'AT MELLWOOD, 0.1 MILE NORTHEAST OF A ROAD LEADING NORTH OFF LEVEE,
 EH0728'0.15 MILE WEST OF A CATTLE GUARD AND FENCE CROSSING LEVEE, 19 FEET
 EH0728'NORTHWEST OF THE CENTER LINE OF THE LEVEE, AND 1 FOOT WEST OF MILEPOST
 EH0728'28/29.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0728'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  1 FOOT BELOW LEVEE 1
 EH0728'FOOT EAST OF A WITNESS POST.
 EH0728
 EH0728                          STATION RECOVERY (1985)
 EH0728
 EH0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0728'RECOVERED IN GOOD CONDITION.
 EH0728
 EH0728                          STATION RECOVERY (2003)
 EH0728
 EH0728'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0728'CAP IS EXPOSED OUT OF PVC PIPE, AND SLIGHTLY LEANING DUE TO LEVEE MILE
 EH0728'POST LYING OVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0730 ***********************************************************************
 EH0730  DESIGNATION -  Y 221
 EH0730  PID         -  EH0730
 EH0730  STATE/COUNTY-  AR/PHILLIPS
 EH0730  USGS QUAD   -  ELAINE (1982)
 EH0730
 EH0730                         *CURRENT SURVEY CONTROL
 EH0730  ___________________________________________________________________
 EH0730* NAD 83(1986)-  34 17 24.     (N)    090 50 06.     (W)     SCALED    
 EH0730* NAVD 88     -        51.214  (meters)     168.02   (feet)  ADJUSTED  
 EH0730  ___________________________________________________________________
 EH0730  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0730  DYNAMIC HT  -          51.164 (meters)     167.86  (feet)  COMP
 EH0730  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EH0730
 EH0730  VERT ORDER  -  FIRST     CLASS II
 EH0730
 EH0730.The horizontal coordinates were scaled from a topographic map and have
 EH0730.an estimated accuracy of +/- 6 seconds.
 EH0730
 EH0730.The orthometric height was determined by differential leveling
 EH0730.and adjusted by the National Geodetic Survey in June 1991..
 EH0730
 EH0730.The geoid height was determined by GEOID03.
 EH0730
 EH0730.The dynamic height is computed by dividing the NAVD 88
 EH0730.geopotential number by the normal gravity value computed on the
 EH0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0730.degrees latitude (g = 980.6199 gals.).
 EH0730
 EH0730.The modeled gravity was interpolated from observed gravity values.
 EH0730
 EH0730;                    North         East    Units  Estimated Accuracy
 EH0730;SPC AR S     -   580,660.      507,250.      MT  (+/- 180 meters Scaled)
 EH0730
 EH0730                          SUPERSEDED SURVEY CONTROL
 EH0730
 EH0730  NGVD 29 (??/??/??)   51.281  (m)          168.24   (f) ADJUSTED    1 2
 EH0730
 EH0730.Superseded values are not recommended for survey control.
 EH0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0730.See file dsdata.txt to determine how the superseded data were derived.
 EH0730
 EH0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT992964(NAD 83)
 EH0730_MARKER: DB = BENCH MARK DISK
 EH0730_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0730_SP_SET: 57 FT.
 EH0730_STAMPING: Y 221
 EH0730_MARK LOGO: CGS   
 EH0730_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH0730+STABILITY: POSITION/ELEVATION WELL
 EH0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0730+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 EH0730
 EH0730  HISTORY     - Date     Condition        Report By
 EH0730  HISTORY     - 1976     MONUMENTED       NGS
 EH0730  HISTORY     - 1976     GOOD             NGS
 EH0730  HISTORY     - 1985     GOOD             NGS
 EH0730  HISTORY     - 20000901 POOR             USE
 EH0730
 EH0730                          STATION DESCRIPTION
 EH0730
 EH0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0730'10.45 MI N FROM MELLWOOD.
 EH0730'10.45 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD
 EH0730'AT MELLWOOD, ALSO ABOUT 1 MILE SOUTHEAST OF ELAINE, ABOUT 0.2 MILE
 EH0730'NORTHEAST OF A FENCE CROSSING THE LEVEE, 189 FEET NORTHEAST OF THE
 EH0730'CENTER LINE OF THE LEVEE, 162 FEET NORTHWEST OF MILEPOST 29/30, AND 51
 EH0730'FEET SOUTHWEST OF A FENCE AT TOE OF LEVEE.  A DISK ON TOP OF A
 EH0730'COPPER-COATED STEEL ROD TO A DEPTH OF 57 FEET ENCASED IN A PIPE
 EH0730'PROJECTING +0 INCHES.  40 FEET BELOW LEVEE 2 FEET NORTHEAST OF A
 EH0730'WITNESS POST.
 EH0730
 EH0730                          STATION RECOVERY (1985)
 EH0730
 EH0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0730'RECOVERED IN GOOD CONDITION.  NOTE, THE BENCH MARK IS A COPPER CLAD
 EH0730'ROD WITH DATUM POINT, ENCASED IN A 1-INCH PVC SLEEVE OF UNDETERMINED
 EH0730'LENGTH, INSIDE A 4-INCH PVC PIPE, A BRASS WASHER WITH NO DATE IS
 EH0730'STAMPED Y 221 ATTACHED TO THE TOP OF THE CEMENT AROUND THE PIPE, AND
 EH0730'SET BETWEEN TWO WITNESS POSTS.
 EH0730
 EH0730                          STATION RECOVERY (2000)
 EH0730
 EH0730'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0730'THE MARK IS DISTURBED.  BENT AT 45 DEGREE ANGLE.  IT IS STAMPED ON
 EH0730'BRASSWASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0756 ***********************************************************************
 EH0756  DESIGNATION -  Y 222
 EH0756  PID         -  EH0756
 EH0756  STATE/COUNTY-  AR/PHILLIPS
 EH0756  USGS QUAD   -  MELLWOOD (1982)
 EH0756
 EH0756                         *CURRENT SURVEY CONTROL
 EH0756  ___________________________________________________________________
 EH0756* NAD 83(1986)-  34 08 30.     (N)    090 58 30.     (W)     SCALED    
 EH0756* NAVD 88     -        56.874  (meters)     186.59   (feet)  ADJUSTED  
 EH0756  ___________________________________________________________________
 EH0756  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH0756  DYNAMIC HT  -          56.817 (meters)     186.41  (feet)  COMP
 EH0756  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 EH0756
 EH0756  VERT ORDER  -  FIRST     CLASS II
 EH0756
 EH0756.The horizontal coordinates were scaled from a topographic map and have
 EH0756.an estimated accuracy of +/- 6 seconds.
 EH0756
 EH0756.The orthometric height was determined by differential leveling
 EH0756.and adjusted by the National Geodetic Survey in June 1991..
 EH0756
 EH0756.The geoid height was determined by GEOID03.
 EH0756
 EH0756.The dynamic height is computed by dividing the NAVD 88
 EH0756.geopotential number by the normal gravity value computed on the
 EH0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0756.degrees latitude (g = 980.6199 gals.).
 EH0756
 EH0756.The modeled gravity was interpolated from observed gravity values.
 EH0756
 EH0756;                    North         East    Units  Estimated Accuracy
 EH0756;SPC AR S     -   564,070.      494,530.      MT  (+/- 180 meters Scaled)
 EH0756
 EH0756                          SUPERSEDED SURVEY CONTROL
 EH0756
 EH0756  NGVD 29 (??/??/??)   56.936  (m)          186.80   (f) ADJUSTED    1 2
 EH0756
 EH0756.Superseded values are not recommended for survey control.
 EH0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0756.See file dsdata.txt to determine how the superseded data were derived.
 EH0756
 EH0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT867797(NAD 83)
 EH0756_MARKER: DB = BENCH MARK DISK
 EH0756_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0756+WITH SETTING: INTO GROUND
 EH0756_STAMPING: Y 222 1976
 EH0756_MARK LOGO: NGS   
 EH0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0756+STABILITY: SURFACE MOTION
 EH0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0756+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0756
 EH0756  HISTORY     - Date     Condition        Report By
 EH0756  HISTORY     - 1976     MONUMENTED       NGS
 EH0756  HISTORY     - 1985     GOOD             NGS
 EH0756  HISTORY     - 20030331 GOOD             USACE
 EH0756
 EH0756                          STATION DESCRIPTION
 EH0756
 EH0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0756'7.8 MI S FROM MELLWOOD.
 EH0756'7.8 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0756'MELLWOOD, ALSO ABOUT 0.15 MILE SOUTH OF A FENCE AND CATTLE GUARD ON
 EH0756'THE LEVEE, 100 FEET EAST OF A FENCE AT THE TOE OF THE LEVEE, AND 17
 EH0756'FEET WEST OF THE CENTER LINE OF THE LEVEE.  A DISK ON TOP OF A
 EH0756'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0756'PROJECTING +0 INCHES.  2 FEET BELOW LEVEE 1 FOOT NORTH OF A WITNESS
 EH0756'POST.
 EH0756
 EH0756                          STATION RECOVERY (1985)
 EH0756
 EH0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0756'RECOVERED IN GOOD CONDITION.
 EH0756
 EH0756                          STATION RECOVERY (2003)
 EH0756
 EH0756'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0756'MARK IS 1 FT NORTHWEST OF LEVEE MILE POST 47 48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0860 ***********************************************************************
 DK0860  DESIGNATION -  Y 223
 DK0860  PID         -  DK0860
 DK0860  STATE/COUNTY-  AR/DESHA
 DK0860  USGS QUAD   -  WATSON (1969)
 DK0860
 DK0860                         *CURRENT SURVEY CONTROL
 DK0860  ___________________________________________________________________
 DK0860* NAD 83(1986)-  33 55 35.     (N)    091 21 43.     (W)     SCALED    
 DK0860* NAVD 88     -        47.559  (meters)     156.03   (feet)  ADJUSTED  
 DK0860  ___________________________________________________________________
 DK0860  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK0860  DYNAMIC HT  -          47.512 (meters)     155.88  (feet)  COMP
 DK0860  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 DK0860
 DK0860  VERT ORDER  -  FIRST     CLASS II
 DK0860
 DK0860.The horizontal coordinates were scaled from a topographic map and have
 DK0860.an estimated accuracy of +/- 6 seconds.
 DK0860
 DK0860.The orthometric height was determined by differential leveling
 DK0860.and adjusted by the National Geodetic Survey in June 1991..
 DK0860
 DK0860.The geoid height was determined by GEOID03.
 DK0860
 DK0860.The dynamic height is computed by dividing the NAVD 88
 DK0860.geopotential number by the normal gravity value computed on the
 DK0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0860.degrees latitude (g = 980.6199 gals.).
 DK0860
 DK0860.The modeled gravity was interpolated from observed gravity values.
 DK0860
 DK0860;                    North         East    Units  Estimated Accuracy
 DK0860;SPC AR S     -   539,900.      458,990.      MT  (+/- 180 meters Scaled)
 DK0860
 DK0860                          SUPERSEDED SURVEY CONTROL
 DK0860
 DK0860  NGVD 29 (??/??/??)   47.626  (m)          156.25   (f) ADJUSTED    1 2
 DK0860
 DK0860.Superseded values are not recommended for survey control.
 DK0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0860.See file dsdata.txt to determine how the superseded data were derived.
 DK0860
 DK0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT514552(NAD 83)
 DK0860_MARKER: DB = BENCH MARK DISK
 DK0860_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0860_SP_SET: 104 FEET
 DK0860_STAMPING: Y 223 1976
 DK0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0860+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2004
 DK0860
 DK0860  HISTORY     - Date     Condition        Report By
 DK0860  HISTORY     - 1976     MONUMENTED       NGS
 DK0860  HISTORY     - 20040112 GOOD             USACE
 DK0860
 DK0860                          STATION DESCRIPTION
 DK0860
 DK0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0860'7.5 MI NW FROM WATSON.
 DK0860'7.5 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 DK0860'RAILROAD CROSSING IN WATSON, 40 FEET SOUTH OF THE CENTERLINE OF
 DK0860'HIGHWAY, 19 FEET EAST OF THE CENTERLINE OF A FIELD ROAD, AND 3 FEET
 DK0860'NORTH OF A POWERLINE POLE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 DK0860'TO A DEPTH OF 104 FEET ENCASED IN A PIPE PROJECTING +2 INCHES. ABOUT
 DK0860'LEVEL WITH ROAD 2 FEET SOUTH OF A WITNESS POST.
 DK0860
 DK0860                          STATION RECOVERY (2004)
 DK0860
 DK0860'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1040 ***********************************************************************
 EH1040  DESIGNATION -  Y 224
 EH1040  PID         -  EH1040
 EH1040  STATE/COUNTY-  AR/PHILLIPS
 EH1040  USGS QUAD   -  WATKINS CORNER (1982)
 EH1040
 EH1040                         *CURRENT SURVEY CONTROL
 EH1040  ___________________________________________________________________
 EH1040* NAD 83(1986)-  34 28 50.     (N)    090 57 26.     (W)     SCALED    
 EH1040* NAVD 88     -        53.554  (meters)     175.70   (feet)  ADJUSTED  
 EH1040  ___________________________________________________________________
 EH1040  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH1040  DYNAMIC HT  -          53.502 (meters)     175.53  (feet)  COMP
 EH1040  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 EH1040
 EH1040  VERT ORDER  -  FIRST     CLASS II
 EH1040
 EH1040.The horizontal coordinates were scaled from a topographic map and have
 EH1040.an estimated accuracy of +/- 6 seconds.
 EH1040
 EH1040.The orthometric height was determined by differential leveling
 EH1040.and adjusted by the National Geodetic Survey in August 1993..
 EH1040
 EH1040.The geoid height was determined by GEOID03.
 EH1040
 EH1040.The dynamic height is computed by dividing the NAVD 88
 EH1040.geopotential number by the normal gravity value computed on the
 EH1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1040.degrees latitude (g = 980.6199 gals.).
 EH1040
 EH1040.The modeled gravity was interpolated from observed gravity values.
 EH1040
 EH1040;                    North         East    Units  Estimated Accuracy
 EH1040;SPC AR S     -   601,670.      495,780.      MT  (+/- 180 meters Scaled)
 EH1040
 EH1040                          SUPERSEDED SURVEY CONTROL
 EH1040
 EH1040  NAVD 88 (06/15/91)   53.547  (m)          175.68   (f) UNKNOWN     1 2
 EH1040  NGVD 29 (??/??/??)   53.587  (m)          175.81   (f) ADJUSTED    1 2
 EH1040
 EH1040.Superseded values are not recommended for survey control.
 EH1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1040.See file dsdata.txt to determine how the superseded data were derived.
 EH1040
 EH1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU875173(NAD 83)
 EH1040_MARKER: DB = BENCH MARK DISK
 EH1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1040_SP_SET: DRILL BRIDGE
 EH1040_STAMPING: Y 224 1976
 EH1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1040+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 EH1040
 EH1040  HISTORY     - Date     Condition        Report By
 EH1040  HISTORY     - 1976     MONUMENTED       NGS
 EH1040  HISTORY     - 20030401 GOOD             USACE
 EH1040
 EH1040                          STATION DESCRIPTION
 EH1040
 EH1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1040'4.6 MI SW FROM MARVELL.
 EH1040'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH1040'MISSOURIA PACIFIC RAILROAD AT MARVELL, SET IN THE SOUTHWEST CORNER
 EH1040'OF A BRIDGE OVER BRANCH OF COFFEE CREEK, 14 FEET WEST OF THE CENTER
 EH1040'LINE OF HIGHWAY, AND 24 FEET SOUTHEAST OF A TELEPHONE JUNCTION BOX.
 EH1040
 EH1040                          STATION RECOVERY (2003)
 EH1040
 EH1040'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1040'HIGHWAY HAS BEEN RENAMED TO HWY. 318.
 EH1040'TO REACH MARK FROM MARVELL WATER DISTRICT TANK AT WATKINS CORNER, GO
 EH1040'NORTH ALONG HWY. 318 FOR 0.7 MILES TO BRIDGE AND MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1491 ***********************************************************************
 EH1491  DESIGNATION -  Y 225
 EH1491  PID         -  EH1491
 EH1491  STATE/COUNTY-  AR/ARKANSAS
 EH1491  USGS QUAD   -  DE WITT (1968)
 EH1491
 EH1491                         *CURRENT SURVEY CONTROL
 EH1491  ___________________________________________________________________
 EH1491* NAD 83(1986)-  34 19 00.     (N)    091 16 49.     (W)     SCALED    
 EH1491* NAVD 88     -        54.065  (meters)     177.38   (feet)  ADJUSTED  
 EH1491  ___________________________________________________________________
 EH1491  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH1491  DYNAMIC HT  -          54.013 (meters)     177.21  (feet)  COMP
 EH1491  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EH1491
 EH1491  VERT ORDER  -  FIRST     CLASS II
 EH1491
 EH1491.The horizontal coordinates were scaled from a topographic map and have
 EH1491.an estimated accuracy of +/- 6 seconds.
 EH1491
 EH1491.The orthometric height was determined by differential leveling
 EH1491.and adjusted by the National Geodetic Survey in August 1993..
 EH1491
 EH1491.The geoid height was determined by GEOID03.
 EH1491
 EH1491.The dynamic height is computed by dividing the NAVD 88
 EH1491.geopotential number by the normal gravity value computed on the
 EH1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1491.degrees latitude (g = 980.6199 gals.).
 EH1491
 EH1491.The modeled gravity was interpolated from observed gravity values.
 EH1491
 EH1491;                    North         East    Units  Estimated Accuracy
 EH1491;SPC AR S     -   583,240.      466,240.      MT  (+/- 180 meters Scaled)
 EH1491
 EH1491                          SUPERSEDED SURVEY CONTROL
 EH1491
 EH1491  NAVD 88 (06/15/91)   54.026  (m)          177.25   (f) UNKNOWN     1 2
 EH1491  NGVD 29 (??/??/??)   54.089  (m)          177.46   (f) ADJUSTED    1 2
 EH1491
 EH1491.Superseded values are not recommended for survey control.
 EH1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1491.See file dsdata.txt to determine how the superseded data were derived.
 EH1491
 EH1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT582986(NAD 83)
 EH1491_MARKER: DB = BENCH MARK DISK
 EH1491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1491_SP_SET: ABUTMENT
 EH1491_STAMPING: Y 225 1976
 EH1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1491
 EH1491  HISTORY     - Date     Condition        Report By
 EH1491  HISTORY     - 1976     MONUMENTED       NGS
 EH1491  HISTORY     - 1987     GOOD             USPSQD
 EH1491  HISTORY     - 20030414 GOOD             USACE
 EH1491
 EH1491                          STATION DESCRIPTION
 EH1491
 EH1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1491'3.15 MI NE FROM DEWITT.
 EH1491'3.15 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH
 EH1491'STATE HIGHWAY 1B AT DEWITT, SET IN THE SOUTHEAST END OF THE EAST
 EH1491'BRIDGE ABUTMENT OVER THE BAYOU LAGRUE CREEK, AND 15 FEET SOUTH OF THE
 EH1491'CENTERLINE OF THE HIGHWAY.  1 FOOT ABOVE HIGHWAY.
 EH1491
 EH1491                          STATION RECOVERY (1987)
 EH1491
 EH1491'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EH1491'RECOVERED IN GOOD CONDITION.
 EH1491
 EH1491                          STATION RECOVERY (2003)
 EH1491
 EH1491'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1385 ***********************************************************************
 EJ1385  DESIGNATION -  Y 23
 EJ1385  PID         -  EJ1385
 EJ1385  STATE/COUNTY-  AR/MONTGOMERY
 EJ1385  USGS QUAD   -  CADDO GAP (1979)
 EJ1385
 EJ1385                         *CURRENT SURVEY CONTROL
 EJ1385  ___________________________________________________________________
 EJ1385* NAD 83(1986)-  34 23 59.     (N)    093 37 15.     (W)     SCALED    
 EJ1385* NAVD 88     -       187.696  (meters)     615.80   (feet)  ADJUSTED  
 EJ1385  ___________________________________________________________________
 EJ1385  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EJ1385  DYNAMIC HT  -         187.505 (meters)     615.17  (feet)  COMP
 EJ1385  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 EJ1385
 EJ1385  VERT ORDER  -  SECOND    CLASS 0
 EJ1385
 EJ1385.The horizontal coordinates were scaled from a topographic map and have
 EJ1385.an estimated accuracy of +/- 6 seconds.
 EJ1385
 EJ1385.The orthometric height was determined by differential leveling
 EJ1385.and adjusted by the National Geodetic Survey in June 1991..
 EJ1385
 EJ1385.The geoid height was determined by GEOID03.
 EJ1385
 EJ1385.The dynamic height is computed by dividing the NAVD 88
 EJ1385.geopotential number by the normal gravity value computed on the
 EJ1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1385.degrees latitude (g = 980.6199 gals.).
 EJ1385
 EJ1385.The modeled gravity was interpolated from observed gravity values.
 EJ1385
 EJ1385;                    North         East    Units  Estimated Accuracy
 EJ1385;SPC AR S     -   593,400.      250,980.      MT  (+/- 180 meters Scaled)
 EJ1385
 EJ1385                          SUPERSEDED SURVEY CONTROL
 EJ1385
 EJ1385  NGVD 29 (??/??/92)  187.66   (m)          615.7    (f) COMPUTED    2 0
 EJ1385
 EJ1385.Superseded values are not recommended for survey control.
 EJ1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1385.See file dsdata.txt to determine how the superseded data were derived.
 EJ1385
 EJ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU429066(NAD 83)
 EJ1385_MARKER: DB = BENCH MARK DISK
 EJ1385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1385_SP_SET: CULVERT
 EJ1385_STAMPING: 615.671 Y 23 1932
 EJ1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1385
 EJ1385  HISTORY     - Date     Condition        Report By
 EJ1385  HISTORY     - 1932     MONUMENTED       CGS
 EJ1385  HISTORY     - 1961     GOOD             NGS
 EJ1385
 EJ1385                          STATION DESCRIPTION
 EJ1385
 EJ1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1385'IN CADDO GAP.
 EJ1385'IN THE CENTER OF THE SOUTHWEST ABUTMENT OF THE FIRST CONCRETE CULVERT
 EJ1385'TO NORTHWEST OF THE CADDO GAP STATION SIGN AND IS ABOUT 1 POLE
 EJ1385'NORTHWEST OF A ROAD CROSSING.  AT CADDO GAP, MONTGOMERY COUNTY, ABOUT
 EJ1385'480 FEET NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION, 6-1/2
 EJ1385'POLES NORTHWEST OF MILEPOST 478, AND 16.3 FEET SOUTHWEST OF THE
 EJ1385'CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0912 ***********************************************************************
 DK0912  DESIGNATION -  Y 240 RESET
 DK0912  PID         -  DK0912
 DK0912  STATE/COUNTY-  AR/DESHA
 DK0912  USGS QUAD   -  HALLEY (1981)
 DK0912
 DK0912                         *CURRENT SURVEY CONTROL
 DK0912  ___________________________________________________________________
 DK0912* NAD 83(1986)-  33 35 57.     (N)    091 20 55.     (W)     SCALED    
 DK0912* NAVD 88     -        42.68   (+/-2cm)     140.0    (feet)  VERTCON   
 DK0912  ___________________________________________________________________
 DK0912  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DK0912
 DK0912  VERT ORDER  -  ? (See Below)
 DK0912
 DK0912.The horizontal coordinates were scaled from a topographic map and have
 DK0912.an estimated accuracy of +/- 6 seconds.
 DK0912
 DK0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0912.The vertical order pertains to the NGVD 29 superseded value.
 DK0912
 DK0912.The geoid height was determined by GEOID03.
 DK0912
 DK0912;                    North         East    Units  Estimated Accuracy
 DK0912;SPC AR S     -   503,620.      460,460.      MT  (+/- 180 meters Scaled)
 DK0912
 DK0912                          SUPERSEDED SURVEY CONTROL
 DK0912
 DK0912  NGVD 29 (??/??/??)   42.792  (m)          140.39   (f) ADJUSTED    ?  
 DK0912
 DK0912.Superseded values are not recommended for survey control.
 DK0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0912.See file dsdata.txt to determine how the superseded data were derived.
 DK0912
 DK0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT532189(NAD 83)
 DK0912_MARKER: DB = BENCH MARK DISK
 DK0912_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0912+WITH SETTING: INTO GROUND
 DK0912_STAMPING: Y 240 1938 RESET 1971
 DK0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0912+STABILITY: SURFACE MOTION
 DK0912
 DK0912  HISTORY     - Date     Condition        Report By
 DK0912  HISTORY     - 1971     MONUMENTED       NGS
 DK0912
 DK0912                          STATION DESCRIPTION
 DK0912
 DK0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DK0912'1.2 MI E FROM MCGHEE.
 DK0912'LOCATED 1.2 MILES EAST ALONG STATE HIGHWAY 4 FROM ITS INTERSECTION
 DK0912'WITH U.S. HIGHWAY 65 IN MCGHEE.  IT IS 62 FEET SOUTH OF THE CENTER OF
 DK0912'THE HIGHWAY, 22 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 DK0912'LINE, 164 FEET WEST OF THE CENTER OF A SIDE ROAD LEADING SOUTH, 28
 DK0912'FEET NORTH OF THE NORTH EDGE OF A BAYOU, AND 1 FOOT SOUTHEAST OF A
 DK0912'METAL WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED TO THE TOP OF A 4
 DK0912'FOOT SECTION OF COPPER WELD ROD, WHICH IS FASTENED TO A 10-INCH SQUARE
 DK0912'STEEL PLATE, THAT IS ENCLOSED IN A 4-INCH ORANGEBURG PIPE PROJECTING 3
 DK0912'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1019 ***********************************************************************
 EJ1019  DESIGNATION -  Y 241
 EJ1019  PID         -  EJ1019
 EJ1019  STATE/COUNTY-  AR/GARLAND
 EJ1019  USGS QUAD   -  HAMILTON (1975)
 EJ1019
 EJ1019                         *CURRENT SURVEY CONTROL
 EJ1019  ___________________________________________________________________
 EJ1019* NAD 83(1986)-  34 39 13.     (N)    093 10 38.     (W)     SCALED    
 EJ1019* NAVD 88     -       174.933  (meters)     573.93   (feet)  ADJUSTED  
 EJ1019  ___________________________________________________________________
 EJ1019  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EJ1019  DYNAMIC HT  -         174.760 (meters)     573.36  (feet)  COMP
 EJ1019  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 EJ1019
 EJ1019  VERT ORDER  -  SECOND    CLASS 0
 EJ1019
 EJ1019.The horizontal coordinates were scaled from a topographic map and have
 EJ1019.an estimated accuracy of +/- 6 seconds.
 EJ1019
 EJ1019.The orthometric height was determined by differential leveling
 EJ1019.and adjusted by the National Geodetic Survey in June 1991..
 EJ1019
 EJ1019.The geoid height was determined by GEOID03.
 EJ1019
 EJ1019.The dynamic height is computed by dividing the NAVD 88
 EJ1019.geopotential number by the normal gravity value computed on the
 EJ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1019.degrees latitude (g = 980.6199 gals.).
 EJ1019
 EJ1019.The modeled gravity was interpolated from observed gravity values.
 EJ1019
 EJ1019;                    North         East    Units  Estimated Accuracy
 EJ1019;SPC AR S     -   621,000.      292,090.      MT  (+/- 180 meters Scaled)
 EJ1019
 EJ1019                          SUPERSEDED SURVEY CONTROL
 EJ1019
 EJ1019  NGVD 29 (??/??/92)  174.913  (m)          573.86   (f) ADJ UNCH    2 0
 EJ1019
 EJ1019.Superseded values are not recommended for survey control.
 EJ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1019.See file dsdata.txt to determine how the superseded data were derived.
 EJ1019
 EJ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU837346(NAD 83)
 EJ1019_MARKER: DB = BENCH MARK DISK
 EJ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1019_STAMPING: Y 241 1939
 EJ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1019+STABILITY: SURFACE MOTION
 EJ1019
 EJ1019  HISTORY     - Date     Condition        Report By
 EJ1019  HISTORY     - 1939     MONUMENTED       CGS
 EJ1019  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ1019  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1019
 EJ1019                          STATION DESCRIPTION
 EJ1019
 EJ1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EJ1019'7.3 MI W FROM BLUE SPRINGS.
 EJ1019'7.3 MILES WEST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE ABANDONED
 EJ1019'SCHOOL AT BLUE SPRINGS, GARLAND COUNTY, 0.3 MILE WEST OF A FARMHOUSE,
 EJ1019'0.2 MILE EAST OF A FORD ACROSS A CREEK, 120 FEET EAST OF THE NORTHEAST
 EJ1019'CORNER OF A SPLIT-RAIL FENCE AROUND A FIELD, AND 16 FEET SOUTH OF THE
 EJ1019'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED Y 241 1939 AND SET
 EJ1019'IN THE TOP OF A CONCRETE POST.
 EJ1019
 EJ1019                          STATION RECOVERY (1972)
 EJ1019
 EJ1019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ1019'MARK NOT FOUND.
 EJ1019
 EJ1019                          STATION RECOVERY (1998)
 EJ1019
 EJ1019'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0163 ***********************************************************************
 GE0163  DESIGNATION -  Y 242
 GE0163  PID         -  GE0163
 GE0163  STATE/COUNTY-  AR/GREENE
 GE0163  USGS QUAD   -  PARAGOULD EAST (1983)
 GE0163
 GE0163                         *CURRENT SURVEY CONTROL
 GE0163  ___________________________________________________________________
 GE0163* NAD 83(1986)-  36 04 02.     (N)    090 26 51.     (W)     SCALED    
 GE0163* NAVD 88     -        79.364  (meters)     260.38   (feet)  ADJUSTED  
 GE0163  ___________________________________________________________________
 GE0163  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GE0163  DYNAMIC HT  -          79.297 (meters)     260.16  (feet)  COMP
 GE0163  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GE0163
 GE0163  VERT ORDER  -  FIRST     CLASS II
 GE0163
 GE0163.The horizontal coordinates were scaled from a topographic map and have
 GE0163.an estimated accuracy of +/- 6 seconds.
 GE0163
 GE0163.The orthometric height was determined by differential leveling
 GE0163.and adjusted by the National Geodetic Survey in June 1991..
 GE0163
 GE0163.The geoid height was determined by GEOID03.
 GE0163
 GE0163.The dynamic height is computed by dividing the NAVD 88
 GE0163.geopotential number by the normal gravity value computed on the
 GE0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0163.degrees latitude (g = 980.6199 gals.).
 GE0163
 GE0163.The modeled gravity was interpolated from observed gravity values.
 GE0163
 GE0163;                    North         East    Units  Estimated Accuracy
 GE0163;SPC AR N     -   193,470.      539,850.      MT  (+/- 180 meters Scaled)
 GE0163
 GE0163                          SUPERSEDED SURVEY CONTROL
 GE0163
 GE0163  NGVD 29 (??/??/92)   79.356  (m)          260.35   (f) ADJ UNCH    1 2
 GE0163
 GE0163.Superseded values are not recommended for survey control.
 GE0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0163.See file dsdata.txt to determine how the superseded data were derived.
 GE0163
 GE0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV298944(NAD 83)
 GE0163_MARKER: DB = BENCH MARK DISK
 GE0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0163_STAMPING: Y 242 1938
 GE0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0163+STABILITY: SURFACE MOTION
 GE0163
 GE0163  HISTORY     - Date     Condition        Report By
 GE0163  HISTORY     - 1938     MONUMENTED       CGS
 GE0163  HISTORY     - 1956     GOOD             NGS
 GE0163  HISTORY     - 20020503 MARK NOT FOUND   USACE
 GE0163
 GE0163                          STATION DESCRIPTION
 GE0163
 GE0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0163'2.6 MI E FROM PARAGOULD.
 GE0163'ABOUT 2.55 MILES NORTHEAST AND EAST ALONG THE BLYTHEVILLE BRANCH
 GE0163'OF THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE STATION AT
 GE0163'PARAGOULD, ABOUT 3 TELEPHONE POLES WEST OF MILE POLE 105, 77 FEET
 GE0163'NORTH OF NORTH RAIL, 58 1/2 FEET NORTH-NORTHWEST OF TELEPHONE
 GE0163'POLE 104/27, 21 FEET SOUTH OF CENTER LINE OF A GRAVEL ROAD
 GE0163'PARALLEL TO TRACK, 56 1/2 FEET NORTH OF A FENCE LINE, 1 FOOT
 GE0163'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL
 GE0163'OF TRACK, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 GE0163'POST PROJECTING 4 INCHES.
 GE0163
 GE0163                          STATION RECOVERY (2002)
 GE0163
 GE0163'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1347 ***********************************************************************
 DK1347  DESIGNATION -  Y 243
 DK1347  PID         -  DK1347
 DK1347  STATE/COUNTY-  AR/ASHLEY
 DK1347  USGS QUAD   -  PORTLAND (1960)
 DK1347
 DK1347                         *CURRENT SURVEY CONTROL
 DK1347  ___________________________________________________________________
 DK1347* NAD 83(1986)-  33 09 52.     (N)    091 31 47.     (W)     SCALED    
 DK1347* NAVD 88     -        35.851  (meters)     117.62   (feet)  ADJUSTED  
 DK1347  ___________________________________________________________________
 DK1347  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DK1347  DYNAMIC HT  -          35.814 (meters)     117.50  (feet)  COMP
 DK1347  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 DK1347
 DK1347  VERT ORDER  -  FIRST     CLASS II
 DK1347
 DK1347.The horizontal coordinates were scaled from a topographic map and have
 DK1347.an estimated accuracy of +/- 6 seconds.
 DK1347
 DK1347.The orthometric height was determined by differential leveling
 DK1347.and adjusted by the National Geodetic Survey in June 1991..
 DK1347
 DK1347.The geoid height was determined by GEOID03.
 DK1347
 DK1347.The dynamic height is computed by dividing the NAVD 88
 DK1347.geopotential number by the normal gravity value computed on the
 DK1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1347.degrees latitude (g = 980.6199 gals.).
 DK1347
 DK1347.The modeled gravity was interpolated from observed gravity values.
 DK1347
 DK1347;                    North         East    Units  Estimated Accuracy
 DK1347;SPC AR S     -   455,310.      443,870.      MT  (+/- 180 meters Scaled)
 DK1347
 DK1347                          SUPERSEDED SURVEY CONTROL
 DK1347
 DK1347  NGVD 29 (??/??/??)   35.957  (m)          117.97   (f) ADJUSTED    1 2
 DK1347
 DK1347.Superseded values are not recommended for survey control.
 DK1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1347.See file dsdata.txt to determine how the superseded data were derived.
 DK1347
 DK1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS370704(NAD 83)
 DK1347_MARKER: DB = BENCH MARK DISK
 DK1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1347_STAMPING: Y 243 1939
 DK1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1347+STABILITY: SURFACE MOTION
 DK1347
 DK1347  HISTORY     - Date     Condition        Report By
 DK1347  HISTORY     - 1939     MONUMENTED       CGS
 DK1347
 DK1347                          STATION DESCRIPTION
 DK1347
 DK1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1347'3.5 MI N FROM PARKDALE.
 DK1347'3.5 MILES NORTH OF THE R.R. STATION.  A STANDARD DISC SET IN THE TOP
 DK1347'OF A CONCRETE POST LOCATED ON THE WEST R/W OF THE MO. PAC. R.R.BETWEEN
 DK1347'THE TRACKS AND HWY NO. 165.  AT MILE POST 441-20.  51 FEET WEST OF THE
 DK1347'WEST RAIL.  24 FEET EAST OF THE CENTER LINE OF THE HWY. 116 FEET NE OF
 DK1347'A BRICK CHIMNEY ON THE NORTH SIDE OF A SHACK, THAT STANDS ON THE WEST
 DK1347'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0962 ***********************************************************************
 EJ0962  DESIGNATION -  Y 244
 EJ0962  PID         -  EJ0962
 EJ0962  STATE/COUNTY-  AR/PERRY
 EJ0962  USGS QUAD   -  NIMROD (1968)
 EJ0962
 EJ0962                         *CURRENT SURVEY CONTROL
 EJ0962  ___________________________________________________________________
 EJ0962* NAD 83(1986)-  34 52 36.     (N)    093 03 28.     (W)     SCALED    
 EJ0962* NAVD 88     -       139.132  (meters)     456.47   (feet)  ADJUSTED  
 EJ0962  ___________________________________________________________________
 EJ0962  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EJ0962  DYNAMIC HT  -         138.994 (meters)     456.02  (feet)  COMP
 EJ0962  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 EJ0962
 EJ0962  VERT ORDER  -  SECOND    CLASS 0
 EJ0962
 EJ0962.The horizontal coordinates were scaled from a topographic map and have
 EJ0962.an estimated accuracy of +/- 6 seconds.
 EJ0962
 EJ0962.The orthometric height was determined by differential leveling
 EJ0962.and adjusted by the National Geodetic Survey in June 1991..
 EJ0962
 EJ0962.The geoid height was determined by GEOID03.
 EJ0962
 EJ0962.The dynamic height is computed by dividing the NAVD 88
 EJ0962.geopotential number by the normal gravity value computed on the
 EJ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0962.degrees latitude (g = 980.6199 gals.).
 EJ0962
 EJ0962.The modeled gravity was interpolated from observed gravity values.
 EJ0962
 EJ0962;                    North         East    Units  Estimated Accuracy
 EJ0962;SPC AR N     -    60,800.      303,290.      MT  (+/- 180 meters Scaled)
 EJ0962
 EJ0962                          SUPERSEDED SURVEY CONTROL
 EJ0962
 EJ0962  NGVD 29 (??/??/92)  139.113  (m)          456.41   (f) ADJ UNCH    2 0
 EJ0962
 EJ0962.Superseded values are not recommended for survey control.
 EJ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0962.See file dsdata.txt to determine how the superseded data were derived.
 EJ0962
 EJ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU947593(NAD 83)
 EJ0962_MARKER: DB = BENCH MARK DISK
 EJ0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0962_SP_SET: MONUMENT
 EJ0962_STAMPING: Y-244 1939
 EJ0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0962
 EJ0962  HISTORY     - Date     Condition        Report By
 EJ0962  HISTORY     - 1939     MONUMENTED       CGS
 EJ0962  HISTORY     - 1968     GOOD             USE
 EJ0962
 EJ0962                          STATION DESCRIPTION
 EJ0962
 EJ0962'DESCRIBED BY US ENGINEERS 1968
 EJ0962'18 MI SW FROM THORNBURG.
 EJ0962'4 MILES SOUTH AND 14 MILES WEST OF--
 EJ0962'LOCATED 3 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY NO. 7 WITH
 EJ0962'NATIONAL FOREST MAINTAINED ROAD NO. 86, IN THE SOUTHEAST QUARTER OF
 EJ0962'SECTION 30, TOWNSHIP 3 NORTH, RANGE 19 WEST.  TO REACH Y-244 FROM THE
 EJ0962'CHURCH AND CEMETERY IN THORNBURG, ARKANSAS, WHICH IS 0.1 MILE WEST OF
 EJ0962'STATE HIGHWAY NO. 9 AND 10, TAKE THE NATIONAL FOREST MAINTAINED ROAD
 EJ0962'NO. 86 (KNOWN AS THE HOLLIS-THORNBURG ROAD) IN A SOUTHWESTERLY
 EJ0962'DIRECTION FOR 1.4 MILES TO FORK OF NATIONAL FOREST MAINTAINED ROADS
 EJ0962'NOS. 86 AND 210-2.  THEN LEFT (SOUTHWESTERLY) ON ROAD NO. 86 FOR 2.5
 EJ0962'MILES TO A FORK IN THE ROAD.  TAKE RIGHT FORK AND GO SOUTHWESTERLY ON
 EJ0962'ROAD NO. 86 FOR 5.8 MILES TO THE INTERSECTION OF NATIONAL FOREST
 EJ0962'MAINTAINED ROADS NOS. 86, 94, AND 207.  CONTINUE STRAIGHT AHEAD ON
 EJ0962'ROAD NO. 86 FOR 7 MILES TO THE INTERSECTION OF NATIONAL FOREST
 EJ0962'MAINTAINED ROAD NO. 75-1 ON THE LEFT AND MARK.  MARK IS LOCATED 28
 EJ0962'FEET SOUTH OF ROAD NO. 86, 44 FEET EAST OF THE CENTERLINE OF FOREST
 EJ0962'ROAD NO. 75-1 LEADING SOUTH TO OAK MOUNTAIN TOWER, AND 3.5 FEET
 EJ0962'SOUTHWEST OF AN 18 INCH RED OAK TREE.  A USC AND GS CONCRETE MONUMENT
 EJ0962'WITH STANDARD DISK STAMPED Y-244 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0703 ***********************************************************************
 FG0703  DESIGNATION -  Y 247
 FG0703  PID         -  FG0703
 FG0703  STATE/COUNTY-  AR/VAN BUREN
 FG0703  USGS QUAD   -  SCOTLAND (1965)
 FG0703
 FG0703                         *CURRENT SURVEY CONTROL
 FG0703  ___________________________________________________________________
 FG0703* NAD 83(1986)-  35 30 46.     (N)    092 36 49.     (W)     SCALED    
 FG0703* NAVD 88     -       250.824  (meters)     822.91   (feet)  ADJUSTED  
 FG0703  ___________________________________________________________________
 FG0703  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0703  DYNAMIC HT  -         250.592 (meters)     822.15  (feet)  COMP
 FG0703  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 FG0703
 FG0703  VERT ORDER  -  SECOND    CLASS 0
 FG0703
 FG0703.The horizontal coordinates were scaled from a topographic map and have
 FG0703.an estimated accuracy of +/- 6 seconds.
 FG0703
 FG0703.The orthometric height was determined by differential leveling
 FG0703.and adjusted by the National Geodetic Survey in June 1991..
 FG0703
 FG0703.The geoid height was determined by GEOID03.
 FG0703
 FG0703.The dynamic height is computed by dividing the NAVD 88
 FG0703.geopotential number by the normal gravity value computed on the
 FG0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0703.degrees latitude (g = 980.6199 gals.).
 FG0703
 FG0703.The modeled gravity was interpolated from observed gravity values.
 FG0703
 FG0703;                    North         East    Units  Estimated Accuracy
 FG0703;SPC AR N     -   131,020.      344,340.      MT  (+/- 180 meters Scaled)
 FG0703
 FG0703                          SUPERSEDED SURVEY CONTROL
 FG0703
 FG0703  NGVD 29 (??/??/92)  250.780  (m)          822.77   (f) ADJ UNCH    2 0
 FG0703
 FG0703.Superseded values are not recommended for survey control.
 FG0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0703.See file dsdata.txt to determine how the superseded data were derived.
 FG0703
 FG0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV350299(NAD 83)
 FG0703_MARKER: DB = BENCH MARK DISK
 FG0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0703_STAMPING: Y 247 1939
 FG0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0703+STABILITY: SURFACE MOTION
 FG0703
 FG0703  HISTORY     - Date     Condition        Report By
 FG0703  HISTORY     - 1939     MONUMENTED       CGS
 FG0703
 FG0703                          STATION DESCRIPTION
 FG0703
 FG0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0703'0.9 MI S FROM SCOTLAND.
 FG0703'0.9 MILE SOUTH ALONG STATE HIGHWAY 95 FROM THE HALL SERVICE STATION AT
 FG0703'SCOTLAND, VAN BUREN COUNTY, AT THE SOUTHWEST CORNER OF A GARDEN ON THE
 FG0703'J. W. STUBBLEFIELD FARM, 53 FEET EAST OF THE CENTERLINE OF THE
 FG0703'HIGHWAY, 7 FEET NORTH OF THE CENTERLINE OF A FARM ROAD, 1 1/2 FEET
 FG0703'NORTHWEST OF A SOUTHWEST FENCE CORNER, AND 1 FOOT WEST OF A FENCE.  A
 FG0703'STANDARD DISK, STAMPED Y 247 1939 AND SET IN THE TOP OF A CONCRETE
 FG0703'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0857 ***********************************************************************
 DK0857  DESIGNATION -  Y 248
 DK0857  PID         -  DK0857
 DK0857  STATE/COUNTY-  AR/DESHA
 DK0857  USGS QUAD   -  WATSON (1969)
 DK0857
 DK0857                         *CURRENT SURVEY CONTROL
 DK0857  ___________________________________________________________________
 DK0857* NAD 83(1986)-  33 55 36.     (N)    091 20 58.     (W)     SCALED    
 DK0857* NAVD 88     -        47.236  (meters)     154.97   (feet)  ADJUSTED  
 DK0857  ___________________________________________________________________
 DK0857  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DK0857  DYNAMIC HT  -          47.190 (meters)     154.82  (feet)  COMP
 DK0857  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 DK0857
 DK0857  VERT ORDER  -  SECOND    CLASS 0
 DK0857
 DK0857.The horizontal coordinates were scaled from a topographic map and have
 DK0857.an estimated accuracy of +/- 6 seconds.
 DK0857
 DK0857.The orthometric height was determined by differential leveling
 DK0857.and adjusted by the National Geodetic Survey in June 1991..
 DK0857
 DK0857.The geoid height was determined by GEOID03.
 DK0857
 DK0857.The dynamic height is computed by dividing the NAVD 88
 DK0857.geopotential number by the normal gravity value computed on the
 DK0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0857.degrees latitude (g = 980.6199 gals.).
 DK0857
 DK0857.The modeled gravity was interpolated from observed gravity values.
 DK0857
 DK0857;                    North         East    Units  Estimated Accuracy
 DK0857;SPC AR S     -   539,940.      460,150.      MT  (+/- 180 meters Scaled)
 DK0857
 DK0857                          SUPERSEDED SURVEY CONTROL
 DK0857
 DK0857  NGVD 29 (??/??/??)   47.361  (m)          155.38   (f) ADJUSTED    2 0
 DK0857
 DK0857.Superseded values are not recommended for survey control.
 DK0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0857.See file dsdata.txt to determine how the superseded data were derived.
 DK0857
 DK0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT525552(NAD 83)
 DK0857_MARKER: DB = BENCH MARK DISK
 DK0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0857_STAMPING: Y 248 1940
 DK0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0857+STABILITY: SURFACE MOTION
 DK0857
 DK0857  HISTORY     - Date     Condition        Report By
 DK0857  HISTORY     - 1940     MONUMENTED       CGS
 DK0857  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0857
 DK0857                          STATION DESCRIPTION
 DK0857
 DK0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DK0857'6.5 MI NW FROM WATSON.
 DK0857'TO REACH FROM THE MISSOURI PACIFIC RR STATION IN WATSON PROCEED
 DK0857'NORTHWESTWARD ON STATE HIGHWAY NO. 1, GO 6.5 MI.  BENCH MARK IS AT
 DK0857'T-INTERSECTION OF STATE HIGHWAY NO. 1 AND FARM LANE FROM THE SOUTH, 25
 DK0857'FEET SOUTH OF CENTER LINE OF HIGHWAY, 14 FEET TOWARD WATSON (EAST)
 DK0857'FROM THE CENTER LINE OF THE LANE, 1.5 FEET TOWARD HIGHWAY (NORTH) FROM
 DK0857'PROPERTY FENCE LINE.  A 4X4 INCH CYPRESS POST PAINTED WHITE PROJECTING
 DK0857'18 INCHES IS 5 FEET AT 90 DEGREES MAGNETIC FROM THE BENCH MARK.
 DK0857
 DK0857                          STATION RECOVERY (1955)
 DK0857
 DK0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1585 ***********************************************************************
 EH1585  DESIGNATION -  Y 249
 EH1585  PID         -  EH1585
 EH1585  STATE/COUNTY-  AR/LINCOLN
 EH1585  USGS QUAD   -  CORNERSTONE (1975)
 EH1585
 EH1585                         *CURRENT SURVEY CONTROL
 EH1585  ___________________________________________________________________
 EH1585* NAD 83(1986)-  34 08 26.     (N)    091 41 14.     (W)     SCALED    
 EH1585* NAVD 88     -        57.893  (meters)     189.94   (feet)  ADJUSTED  
 EH1585  ___________________________________________________________________
 EH1585  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1585  DYNAMIC HT  -          57.837 (meters)     189.75  (feet)  COMP
 EH1585  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 EH1585
 EH1585  VERT ORDER  -  SECOND    CLASS 0
 EH1585
 EH1585.The horizontal coordinates were scaled from a topographic map and have
 EH1585.an estimated accuracy of +/- 6 seconds.
 EH1585
 EH1585.The orthometric height was determined by differential leveling
 EH1585.and adjusted by the National Geodetic Survey in June 1991..
 EH1585
 EH1585.The geoid height was determined by GEOID03.
 EH1585
 EH1585.The dynamic height is computed by dividing the NAVD 88
 EH1585.geopotential number by the normal gravity value computed on the
 EH1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1585.degrees latitude (g = 980.6199 gals.).
 EH1585
 EH1585.The modeled gravity was interpolated from observed gravity values.
 EH1585
 EH1585;                    North         East    Units  Estimated Accuracy
 EH1585;SPC AR S     -   563,520.      428,850.      MT  (+/- 180 meters Scaled)
 EH1585
 EH1585                          SUPERSEDED SURVEY CONTROL
 EH1585
 EH1585  NGVD 29 (??/??/??)   57.968  (m)          190.18   (f) ADJUSTED    2 0
 EH1585
 EH1585.Superseded values are not recommended for survey control.
 EH1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1585.See file dsdata.txt to determine how the superseded data were derived.
 EH1585
 EH1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT210785(NAD 83)
 EH1585_MARKER: DB = BENCH MARK DISK
 EH1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1585_STAMPING: Y 249 1940
 EH1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1585+STABILITY: SURFACE MOTION
 EH1585
 EH1585  HISTORY     - Date     Condition        Report By
 EH1585  HISTORY     - 1940     MONUMENTED       CGS
 EH1585
 EH1585                          STATION DESCRIPTION
 EH1585
 EH1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1585'4.9 MI N FROM GRADY.
 EH1585'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT GRADY, PROCEED
 EH1585'NORTHWARD ALONG GRAVELED ROAD TOWARDS LEVEE, GO 4.9 MILES.  BENCH MARK
 EH1585'IS 22 FEET TOWARDS FENCE (WEST) FROM CENTER LINE OF ROAD.  15 FEET
 EH1585'TOWARDS GRADY (SOUTH) FROM CENTER LINE OF DRIVE INTO A DOUBLE GARAGE.
 EH1585'1.5 FEET TOWARDS ROAD (EAST) FROM WIRE FENCE SURROUNDING LAWN AND 1
 EH1585'1/2 STORY WHITE HOUSE OF E. S. WOOD, MONUMENT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0280 ***********************************************************************
 GE0280  DESIGNATION -  Y 25
 GE0280  PID         -  GE0280
 GE0280  STATE/COUNTY-  AR/RANDOLPH
 GE0280  USGS QUAD   -  POCAHONTAS (1981)
 GE0280
 GE0280                         *CURRENT SURVEY CONTROL
 GE0280  ___________________________________________________________________
 GE0280* NAD 83(1986)-  36 17 30.     (N)    090 54 56.     (W)     SCALED    
 GE0280* NAVD 88     -        80.693  (meters)     264.74   (feet)  ADJUSTED  
 GE0280  ___________________________________________________________________
 GE0280  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GE0280  DYNAMIC HT  -          80.628 (meters)     264.53  (feet)  COMP
 GE0280  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 GE0280
 GE0280  VERT ORDER  -  FIRST     CLASS II
 GE0280
 GE0280.The horizontal coordinates were scaled from a topographic map and have
 GE0280.an estimated accuracy of +/- 6 seconds.
 GE0280
 GE0280.The orthometric height was determined by differential leveling
 GE0280.and adjusted by the National Geodetic Survey in June 1991..
 GE0280
 GE0280.The geoid height was determined by GEOID03.
 GE0280
 GE0280.The dynamic height is computed by dividing the NAVD 88
 GE0280.geopotential number by the normal gravity value computed on the
 GE0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0280.degrees latitude (g = 980.6199 gals.).
 GE0280
 GE0280.The modeled gravity was interpolated from observed gravity values.
 GE0280
 GE0280;                    North         East    Units  Estimated Accuracy
 GE0280;SPC AR N     -   217,810.      497,420.      MT  (+/- 180 meters Scaled)
 GE0280
 GE0280                          SUPERSEDED SURVEY CONTROL
 GE0280
 GE0280  NGVD 29 (??/??/92)   80.635  (m)          264.55   (f) ADJ UNCH    1 2
 GE0280
 GE0280.Superseded values are not recommended for survey control.
 GE0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0280.See file dsdata.txt to determine how the superseded data were derived.
 GE0280
 GE0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA871183(NAD 83)
 GE0280_MARKER: DB = BENCH MARK DISK
 GE0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0280_STAMPING: 264.553 Y 25 1932
 GE0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0280+STABILITY: SURFACE MOTION
 GE0280
 GE0280  HISTORY     - Date     Condition        Report By
 GE0280  HISTORY     - 1932     MONUMENTED       CGS
 GE0280  HISTORY     - 1934     GOOD             NGS
 GE0280  HISTORY     - 1966     MARK NOT FOUND   USGS
 GE0280
 GE0280                          STATION DESCRIPTION
 GE0280
 GE0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0280'3.7 MI NE FROM POCAHONTAS.
 GE0280'3.7 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0280'FROM POCAHONTAS, RANDOLPH COUNTY, 1/4 MILE SOUTH OF THE STATION
 GE0280'AT POLUCA, 5 POLES SOUTH OF MILEPOST 241, AT A ROAD CROSSING, 48
 GE0280'FEET EAST OF THE TRACK, AND 40 FEET SOUTH OF THE CENTERLINE OF
 GE0280'THE ROAD.  A STANDARD DISK, STAMPED 264.553 Y 25 1932 AND SET IN
 GE0280'THE TOP OF A CONCRETE POST.
 GE0280
 GE0280                          STATION RECOVERY (1966)
 GE0280
 GE0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GE0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0598 ***********************************************************************
 EJ0598  DESIGNATION -  Y 251
 EJ0598  PID         -  EJ0598
 EJ0598  STATE/COUNTY-  AR/JEFFERSON
 EJ0598  USGS QUAD   -  WRIGHT (1975)
 EJ0598
 EJ0598                         *CURRENT SURVEY CONTROL
 EJ0598  ___________________________________________________________________
 EJ0598* NAD 83(1986)-  34 24 14.     (N)    092 04 39.     (W)     SCALED    
 EJ0598* NAVD 88     -        66.655  (meters)     218.68   (feet)  ADJUSTED  
 EJ0598  ___________________________________________________________________
 EJ0598  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EJ0598  DYNAMIC HT  -          66.592 (meters)     218.48  (feet)  COMP
 EJ0598  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 EJ0598
 EJ0598  VERT ORDER  -  SECOND    CLASS 0
 EJ0598
 EJ0598.The horizontal coordinates were scaled from a topographic map and have
 EJ0598.an estimated accuracy of +/- 6 seconds.
 EJ0598
 EJ0598.The orthometric height was determined by differential leveling
 EJ0598.and adjusted by the National Geodetic Survey in June 1991..
 EJ0598
 EJ0598.The geoid height was determined by GEOID03.
 EJ0598
 EJ0598.The dynamic height is computed by dividing the NAVD 88
 EJ0598.geopotential number by the normal gravity value computed on the
 EJ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0598.degrees latitude (g = 980.6199 gals.).
 EJ0598
 EJ0598.The modeled gravity was interpolated from observed gravity values.
 EJ0598
 EJ0598;                    North         East    Units  Estimated Accuracy
 EJ0598;SPC AR S     -   592,680.      392,880.      MT  (+/- 180 meters Scaled)
 EJ0598
 EJ0598                          SUPERSEDED SURVEY CONTROL
 EJ0598
 EJ0598  NGVD 29 (??/??/92)   66.688  (m)          218.79   (f) ADJ UNCH    2 0
 EJ0598
 EJ0598.Superseded values are not recommended for survey control.
 EJ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0598.See file dsdata.txt to determine how the superseded data were derived.
 EJ0598
 EJ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU847073(NAD 83)
 EJ0598_MARKER: DB = BENCH MARK DISK
 EJ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0598_STAMPING: Y 251 1940
 EJ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0598+STABILITY: SURFACE MOTION
 EJ0598
 EJ0598  HISTORY     - Date     Condition        Report By
 EJ0598  HISTORY     - 1940     MONUMENTED       CGS
 EJ0598  HISTORY     - 20030626 MARK NOT FOUND   USACE
 EJ0598
 EJ0598                          STATION DESCRIPTION
 EJ0598
 EJ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0598'2.2 MI S FROM WRIGHT.
 EJ0598'2.2 MILES SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0598'WRIGHT, JEFFERSON COUNTY, 0.6 MILE WEST ALONG A DIRT ROAD LEADING TO
 EJ0598'THE LEVEE, 0.1 MILE NORTH ALONG A PRIVATE ROAD PARALLELING THE LEVEE,
 EJ0598'NORTHWEST OF BUILDINGS ON THE W. V. CLAYTON FARM, AT THE TOE OF THE
 EJ0598'LEVEE, 3 FEET WEST OF A CORNER STOCK-FENCE POST SOUTHWEST OF THE BARN,
 EJ0598'1.5 FEET SOUTHWEST OF THE WIRE FENCE, AND 3.7 FEET SOUTH OF A 4 BY
 EJ0598'4-INCH WHITE POST PROJECTING 2 FEET ABOVE GROUND.  A STANDARD DISK,
 EJ0598'STAMPED Y 251 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 EJ0598'INCHES ABOVE GROUND.
 EJ0598
 EJ0598                          STATION RECOVERY (2003)
 EJ0598
 EJ0598'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0194 ***********************************************************************
 EJ0194  DESIGNATION -  Y 252
 EJ0194  PID         -  EJ0194
 EJ0194  STATE/COUNTY-  AR/PULASKI
 EJ0194  USGS QUAD   -  SWEET HOME (1986)
 EJ0194
 EJ0194                         *CURRENT SURVEY CONTROL
 EJ0194  ___________________________________________________________________
 EJ0194* NAD 83(1986)-  34 40 57.     (N)    092 07 52.     (W)     SCALED    
 EJ0194* NAVD 88     -        75.596  (meters)     248.02   (feet)  ADJUSTED  
 EJ0194  ___________________________________________________________________
 EJ0194  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EJ0194  DYNAMIC HT  -          75.525 (meters)     247.78  (feet)  COMP
 EJ0194  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 EJ0194
 EJ0194  VERT ORDER  -  SECOND    CLASS 0
 EJ0194
 EJ0194.The horizontal coordinates were scaled from a topographic map and have
 EJ0194.an estimated accuracy of +/- 6 seconds.
 EJ0194
 EJ0194.The orthometric height was determined by differential leveling
 EJ0194.and adjusted by the National Geodetic Survey in June 1991..
 EJ0194
 EJ0194.The geoid height was determined by GEOID03.
 EJ0194
 EJ0194.The dynamic height is computed by dividing the NAVD 88
 EJ0194.geopotential number by the normal gravity value computed on the
 EJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0194.degrees latitude (g = 980.6199 gals.).
 EJ0194
 EJ0194.The modeled gravity was interpolated from observed gravity values.
 EJ0194
 EJ0194;                    North         East    Units  Estimated Accuracy
 EJ0194;SPC AR S     -   623,600.      387,990.      MT  (+/- 180 meters Scaled)
 EJ0194
 EJ0194                          SUPERSEDED SURVEY CONTROL
 EJ0194
 EJ0194  NGVD 29 (??/??/92)   75.636  (m)          248.15   (f) ADJ UNCH    2 0
 EJ0194
 EJ0194.Superseded values are not recommended for survey control.
 EJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0194.See file dsdata.txt to determine how the superseded data were derived.
 EJ0194
 EJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU795381(NAD 83)
 EJ0194_MARKER: DB = BENCH MARK DISK
 EJ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0194_STAMPING: Y 252 1940
 EJ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0194+STABILITY: SURFACE MOTION
 EJ0194
 EJ0194  HISTORY     - Date     Condition        Report By
 EJ0194  HISTORY     - 1940     MONUMENTED       CGS
 EJ0194  HISTORY     - 198505   MARK NOT FOUND   USPSQD
 EJ0194
 EJ0194                          STATION DESCRIPTION
 EJ0194
 EJ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0194'6.1 MI E FROM ROSE CITY.
 EJ0194'6.1 MILES EAST ALONG STATE HIGHWAY 30 FROM THE JUNCTION WITH U.S.
 EJ0194'HIGHWAY 70 AT ROSE CITY, PULASKI COUNTY, 0.2 MILE SOUTH ALONG A DIRT
 EJ0194'ROAD LEADING ACROSS THE LEVEE AND THE ST. LOUIS SOUTHWESTERN RAILWAY,
 EJ0194'3.0 MILES ALONG A FARM ROAD PARALLELING THE LEVEE, 2.9 MILES SOUTHEAST
 EJ0194'OF THE CROSSING OF THE LEVEE AND THE RAILROAD, 0.5 MILE NORTHWEST OF A
 EJ0194'SMALL WHITE CHURCH, 144 FEET SOUTH OF A SMALL FARMHOUSE, 60 FEET SOUTH
 EJ0194'OF THE CENTERLINE OF THE ROAD, 38 FEET EAST OF THE CENTERLINE OF THE
 EJ0194'LEVEE, AND 3 FEET NORTH OF A 4 BY 4-INCH WHITE POST PROJECTING 18
 EJ0194'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED Y 252 1940 AND SET IN
 EJ0194'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 EJ0194
 EJ0194                          STATION RECOVERY (1985)
 EJ0194
 EJ0194'RECOVERY NOTE BY US POWER SQUADRON 1985 (USG)
 EJ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1105 ***********************************************************************
 FG1105  DESIGNATION -  Y 253
 FG1105  PID         -  FG1105
 FG1105  STATE/COUNTY-  AR/LOGAN
 FG1105  USGS QUAD   -  NEW BLAINE (1993)
 FG1105
 FG1105                         *CURRENT SURVEY CONTROL
 FG1105  ___________________________________________________________________
 FG1105* NAD 83(1986)-  35 18 05.     (N)    093 25 09.     (W)     SCALED    
 FG1105* NAVD 88     -       143.730  (meters)     471.55   (feet)  ADJUSTED  
 FG1105  ___________________________________________________________________
 FG1105  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FG1105  DYNAMIC HT  -         143.594 (meters)     471.11  (feet)  COMP
 FG1105  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 FG1105
 FG1105  VERT ORDER  -  SECOND    CLASS 0
 FG1105
 FG1105.The horizontal coordinates were scaled from a topographic map and have
 FG1105.an estimated accuracy of +/- 6 seconds.
 FG1105
 FG1105.The orthometric height was determined by differential leveling
 FG1105.and adjusted by the National Geodetic Survey in June 1991..
 FG1105
 FG1105.The geoid height was determined by GEOID03.
 FG1105
 FG1105.The dynamic height is computed by dividing the NAVD 88
 FG1105.geopotential number by the normal gravity value computed on the
 FG1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1105.degrees latitude (g = 980.6199 gals.).
 FG1105
 FG1105.The modeled gravity was interpolated from observed gravity values.
 FG1105
 FG1105;                    North         East    Units  Estimated Accuracy
 FG1105;SPC AR N     -   108,330.      270,940.      MT  (+/- 180 meters Scaled)
 FG1105
 FG1105                          SUPERSEDED SURVEY CONTROL
 FG1105
 FG1105  NGVD 29 (??/??/92)  143.705  (m)          471.47   (f) ADJ UNCH    2 0
 FG1105
 FG1105.Superseded values are not recommended for survey control.
 FG1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1105.See file dsdata.txt to determine how the superseded data were derived.
 FG1105
 FG1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV618065(NAD 83)
 FG1105_MARKER: DB = BENCH MARK DISK
 FG1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1105_STAMPING: Y 253 1940
 FG1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1105+STABILITY: SURFACE MOTION
 FG1105
 FG1105  HISTORY     - Date     Condition        Report By
 FG1105  HISTORY     - 1940     MONUMENTED       CGS
 FG1105  HISTORY     - 1959     GOOD             NGS
 FG1105
 FG1105                          STATION DESCRIPTION
 FG1105
 FG1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1105'1.0 MI N FROM NEW BLAINE.
 FG1105'1.0 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT NEW BLAINE,
 FG1105'ON THE TOP OF A HILL, 105 FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST
 FG1105'OF THE FENCE LINE, AND 3.5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FG1105'AND 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1106 ***********************************************************************
 FG1106  DESIGNATION -  Y 253 RESET
 FG1106  PID         -  FG1106
 FG1106  STATE/COUNTY-  AR/LOGAN
 FG1106  USGS QUAD   -  NEW BLAINE (1993)
 FG1106
 FG1106                         *CURRENT SURVEY CONTROL
 FG1106  ___________________________________________________________________
 FG1106* NAD 83(1986)-  35 18 05.     (N)    093 25 09.     (W)     SCALED    
 FG1106* NAVD 88     -       143.36   (meters)     470.3    (feet)  RESET     
 FG1106  ___________________________________________________________________
 FG1106  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FG1106
 FG1106  VERT ORDER  -  THIRD
 FG1106
 FG1106.The horizontal coordinates were scaled from a topographic map and have
 FG1106.an estimated accuracy of +/- 6 seconds.
 FG1106
 FG1106.The orthometric height was computed from unverified reset data.
 FG1106
 FG1106.The geoid height was determined by GEOID03.
 FG1106
 FG1106;                    North         East    Units  Estimated Accuracy
 FG1106;SPC AR N     -   108,330.      270,940.      MT  (+/- 180 meters Scaled)
 FG1106
 FG1106                          SUPERSEDED SURVEY CONTROL
 FG1106
 FG1106.No superseded survey control is available for this station.
 FG1106
 FG1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV618065(NAD 83)
 FG1106_MARKER: DB = BENCH MARK DISK
 FG1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1106_SP_SET: CULVERT
 FG1106_STAMPING: Y 253 RESET 1966
 FG1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1106
 FG1106  HISTORY     - Date     Condition        Report By
 FG1106  HISTORY     - 1966     MONUMENTED       CGS
 FG1106
 FG1106                          STATION DESCRIPTION
 FG1106
 FG1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FG1106'0.8 MI N FROM NEW BLAINE.
 FG1106'ABOUT 0.82 MILES NORTH ALONG STATE HIGHWAY 197 FROM ITS JUNCTION WITH
 FG1106'STATE HIGHWAY 22 AT NEW BLAINE, 40 FEET WEST OF THE CENTERLINE OF THE
 FG1106'HIGHWAY AND 1622 FEET NORTH OF A TRIPLE 10-FOOT BY 8-FOOT REINFORCED
 FG1106'BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1227 ***********************************************************************
 FG1227  DESIGNATION -  Y 254
 FG1227  PID         -  FG1227
 FG1227  STATE/COUNTY-  AR/LOGAN
 FG1227  USGS QUAD   -  COAL HILL (1993)
 FG1227
 FG1227                         *CURRENT SURVEY CONTROL
 FG1227  ___________________________________________________________________
 FG1227* NAD 83(1986)-  35 22 31.     (N)    093 40 45.     (W)     SCALED    
 FG1227* NAVD 88     -       108.837  (meters)     357.08   (feet)  ADJUSTED  
 FG1227  ___________________________________________________________________
 FG1227  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FG1227  DYNAMIC HT  -         108.735 (meters)     356.74  (feet)  COMP
 FG1227  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FG1227
 FG1227  VERT ORDER  -  SECOND    CLASS 0
 FG1227
 FG1227.The horizontal coordinates were scaled from a topographic map and have
 FG1227.an estimated accuracy of +/- 6 seconds.
 FG1227
 FG1227.The orthometric height was determined by differential leveling
 FG1227.and adjusted by the National Geodetic Survey in June 1991..
 FG1227
 FG1227.The geoid height was determined by GEOID03.
 FG1227
 FG1227.The dynamic height is computed by dividing the NAVD 88
 FG1227.geopotential number by the normal gravity value computed on the
 FG1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1227.degrees latitude (g = 980.6199 gals.).
 FG1227
 FG1227.The modeled gravity was interpolated from observed gravity values.
 FG1227
 FG1227;                    North         East    Units  Estimated Accuracy
 FG1227;SPC AR N     -   116,900.      247,430.      MT  (+/- 180 meters Scaled)
 FG1227
 FG1227                          SUPERSEDED SURVEY CONTROL
 FG1227
 FG1227  NGVD 29 (??/??/92)  108.79   (m)          356.9    (f) COMPUTED    2 0
 FG1227
 FG1227.Superseded values are not recommended for survey control.
 FG1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1227.See file dsdata.txt to determine how the superseded data were derived.
 FG1227
 FG1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV383148(NAD 83)
 FG1227_MARKER: DB = BENCH MARK DISK
 FG1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1227_STAMPING: Y 254 1940
 FG1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1227+STABILITY: SURFACE MOTION
 FG1227
 FG1227  HISTORY     - Date     Condition        Report By
 FG1227  HISTORY     - 1940     MONUMENTED       CGS
 FG1227  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1227
 FG1227                          STATION DESCRIPTION
 FG1227
 FG1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FG1227'1.6 MI NE FROM KALAMAZOO.
 FG1227'TO REACH FROM KALAMAZOO, PROCEED SOUTHEASTERLY ON GRAVELED ROAD, GO
 FG1227'0.9 MILE.  HERE GRAVELED ROAD TURNS LEFT (NORTH), GO 0.7 MILE.  BENCH
 FG1227'MARK IS IN THE NORTHEAST CORNER OF THE FRANK SMITH FARM.  ON THE
 FG1227'OUTSIDE OF CURVE IN GRAVELED ROAD, AT ITS INTERSECTION WITH DIRT ROAD.
 FG1227'33 FEET SOUTHWEST OF CENTER LINE OF INTERSECTION.  31 FEET NORTHEAST
 FG1227'OF NORTHEAST CORNER OF FARM HOUSE.  25 FEET WEST OF CENTER LINE OF
 FG1227'GRAVELED ROAD.  21 FEET SOUTH OF CENTER LINE OF DIRT ROAD.  3 FEET
 FG1227'NORTHEAST OF NORTHEAST CORNER OF WOODEN FRAME FOR ROSE BUSH. MONUMENT
 FG1227'PROJECTS ABOUT 4 INCHES.  A 4 X 4 INCH WOODEN POST PAINTED WHITE
 FG1227'PROJECTING 18 INCHES IS 3 FEET AT 270 DEG MAGNETIC FROM THE BENCH
 FG1227'MARK.
 FG1227
 FG1227                          STATION RECOVERY (1959)
 FG1227
 FG1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1261 ***********************************************************************
 FG1261  DESIGNATION -  Y 255
 FG1261  PID         -  FG1261
 FG1261  STATE/COUNTY-  AR/FRANKLIN
 FG1261  USGS QUAD   -  CECIL (1993)
 FG1261
 FG1261                         *CURRENT SURVEY CONTROL
 FG1261  ___________________________________________________________________
 FG1261* NAD 83(1986)-  35 26 33.     (N)    093 58 18.     (W)     SCALED    
 FG1261* NAVD 88     -       201.964  (meters)     662.61   (feet)  ADJUSTED  
 FG1261  ___________________________________________________________________
 FG1261  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FG1261  DYNAMIC HT  -         201.775 (meters)     661.99  (feet)  COMP
 FG1261  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FG1261
 FG1261  VERT ORDER  -  SECOND    CLASS 0
 FG1261
 FG1261.The horizontal coordinates were scaled from a topographic map and have
 FG1261.an estimated accuracy of +/- 6 seconds.
 FG1261
 FG1261.The orthometric height was determined by differential leveling
 FG1261.and adjusted by the National Geodetic Survey in June 1991..
 FG1261
 FG1261.The geoid height was determined by GEOID03.
 FG1261
 FG1261.The dynamic height is computed by dividing the NAVD 88
 FG1261.geopotential number by the normal gravity value computed on the
 FG1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1261.degrees latitude (g = 980.6199 gals.).
 FG1261
 FG1261.The modeled gravity was interpolated from observed gravity values.
 FG1261
 FG1261;                    North         East    Units  Estimated Accuracy
 FG1261;SPC AR N     -   124,850.      221,010.      MT  (+/- 180 meters Scaled)
 FG1261
 FG1261                          SUPERSEDED SURVEY CONTROL
 FG1261
 FG1261  NGVD 29 (??/??/92)  201.894  (m)          662.38   (f) ADJ UNCH    2 0
 FG1261
 FG1261.Superseded values are not recommended for survey control.
 FG1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1261.See file dsdata.txt to determine how the superseded data were derived.
 FG1261
 FG1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV118225(NAD 83)
 FG1261_MARKER: DB = BENCH MARK DISK
 FG1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1261_STAMPING: Y 255 1940
 FG1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1261+STABILITY: SURFACE MOTION
 FG1261
 FG1261  HISTORY     - Date     Condition        Report By
 FG1261  HISTORY     - 1940     MONUMENTED       CGS
 FG1261  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1261
 FG1261                          STATION DESCRIPTION
 FG1261
 FG1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1261'1.9 MI W FROM CECIL.
 FG1261'1.9 MILES WEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT CECIL,
 FG1261'AT THE WEST END OF A SHARP CURVE NEAR THE BOTTOM OF A STEEP HILL, 90
 FG1261'FEET SOUTHWEST ACROSS THE HIGHWAY FROM A LANE INTO A WHITE FARM HOUSE,
 FG1261'45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET WEST OF THE
 FG1261'CENTER OF A GATE IN A WIRE FENCE, 1.5 FEET SOUTH OF THE WIRE FENCE,
 FG1261'AND 4 FEET WEST OF A WHITE WOODEN WITNESS POST.  THIS MARK WAS NOT
 FG1261'RECOVERED AND IT WAS PROBABLY DESTROYED WHEN THE SHOULDERS OF THE
 FG1261'HIGHWAY WERE GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0200 ***********************************************************************
 FH0200  DESIGNATION -  Y 256
 FH0200  PID         -  FH0200
 FH0200  STATE/COUNTY-  AR/SEBASTIAN
 FH0200  USGS QUAD   -  BARLING (1987)
 FH0200
 FH0200                         *CURRENT SURVEY CONTROL
 FH0200  ___________________________________________________________________
 FH0200* NAD 83(1986)-  35 19 16.     (N)    094 15 13.     (W)     SCALED    
 FH0200* NAVD 88     -       128.154  (meters)     420.45   (feet)  ADJUSTED  
 FH0200  ___________________________________________________________________
 FH0200  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FH0200  DYNAMIC HT  -         128.033 (meters)     420.05  (feet)  COMP
 FH0200  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FH0200
 FH0200  VERT ORDER  -  SECOND    CLASS 0
 FH0200
 FH0200.The horizontal coordinates were scaled from a topographic map and have
 FH0200.an estimated accuracy of +/- 6 seconds.
 FH0200
 FH0200.The orthometric height was determined by differential leveling
 FH0200.and adjusted by the National Geodetic Survey in June 1991..
 FH0200
 FH0200.The geoid height was determined by GEOID03.
 FH0200
 FH0200.The dynamic height is computed by dividing the NAVD 88
 FH0200.geopotential number by the normal gravity value computed on the
 FH0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0200.degrees latitude (g = 980.6199 gals.).
 FH0200
 FH0200.The modeled gravity was interpolated from observed gravity values.
 FH0200
 FH0200;                    North         East    Units  Estimated Accuracy
 FH0200;SPC AR N     -   111,930.      195,110.      MT  (+/- 180 meters Scaled)
 FH0200
 FH0200                          SUPERSEDED SURVEY CONTROL
 FH0200
 FH0200  NGVD 29 (??/??/92)  128.054  (m)          420.12   (f) ADJ UNCH    2 0
 FH0200
 FH0200.Superseded values are not recommended for survey control.
 FH0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0200.See file dsdata.txt to determine how the superseded data were derived.
 FH0200
 FH0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV860093(NAD 83)
 FH0200_MARKER: DB = BENCH MARK DISK
 FH0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0200_STAMPING: Y 256 1940
 FH0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0200+STABILITY: SURFACE MOTION
 FH0200
 FH0200  HISTORY     - Date     Condition        Report By
 FH0200  HISTORY     - 1940     MONUMENTED       CGS
 FH0200  HISTORY     - 1959     GOOD             NGS
 FH0200  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0200
 FH0200                          STATION DESCRIPTION
 FH0200
 FH0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0200'2.8 MI E FROM BARLING.
 FH0200'DESCRIPTION FURNISHED BY ARMY MAP SERVICE IN JULY 1948-- 0.2
 FH0200'MILE NORTH-NORTHEAST OF THE VILLAGE OF CENTRAL, IN THE RIGHT-OF-WAY
 FH0200'FENCE ON THE SOUTH SIDE OF THE MISSOURI PACIFIC RAILROAD, 30 FEET
 FH0200'SOUTH OF THE SOUTH RAIL OF THE TRACK, AND 20 FEET EAST OF THE
 FH0200'CENTERLINE OF A ROAD.  TO REACH FROM THE MAIN GATE AT CAMP
 FH0200'CHAFFEE, GO EAST ON STATE HIGHWAY 22 FOR 1.95 MILES TO A T-ROAD
 FH0200'NORTH IN THE VILLAGE OF CENTRAL, TURN LEFT AND GO NORTH FOR
 FH0200'1.5 MILES TO THE MISSOURI PACIFIC TRACK.  NOTE-- THE STATION SIGN
 FH0200'AND THE ROAD CROSSING HAVE BEEN REMOVED AT CENTRAL CITY BUT THE
 FH0200'OLD ROAD CROSSING IS STILL VISABLE.  THE MARK IS IN THE SOUTHEAST
 FH0200'ANGLE OF RAILROAD AND OLD ROAD CROSSING.
 FH0200
 FH0200                          STATION RECOVERY (1984)
 FH0200
 FH0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0200'SEARCHED FOR BUT NOT RECOVERED.  AN EXTENSIVE SEARCH WAS MADE OF THE
 FH0200'AREA BUT THE MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1125 ***********************************************************************
 DL1125  DESIGNATION -  Y 258
 DL1125  PID         -  DL1125
 DL1125  STATE/COUNTY-  AR/MILLER
 DL1125  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1125
 DL1125                         *CURRENT SURVEY CONTROL
 DL1125  ___________________________________________________________________
 DL1125* NAD 83(1986)-  33 09 47.     (N)    093 47 10.     (W)     SCALED    
 DL1125* NAVD 88     -        65.654  (meters)     215.40   (feet)  ADJUSTED  
 DL1125  ___________________________________________________________________
 DL1125  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DL1125  DYNAMIC HT  -          65.582 (meters)     215.16  (feet)  COMP
 DL1125  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 DL1125
 DL1125  VERT ORDER  -  FIRST     CLASS I
 DL1125
 DL1125.The horizontal coordinates were scaled from a topographic map and have
 DL1125.an estimated accuracy of +/- 6 seconds.
 DL1125
 DL1125.The orthometric height was determined by differential leveling
 DL1125.and adjusted by the National Geodetic Survey in June 1991..
 DL1125
 DL1125.The geoid height was determined by GEOID03.
 DL1125
 DL1125.The dynamic height is computed by dividing the NAVD 88
 DL1125.geopotential number by the normal gravity value computed on the
 DL1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1125.degrees latitude (g = 980.6199 gals.).
 DL1125
 DL1125.The modeled gravity was interpolated from observed gravity values.
 DL1125
 DL1125;                    North         East    Units  Estimated Accuracy
 DL1125;SPC AR S     -   456,510.      233,390.      MT  (+/- 180 meters Scaled)
 DL1125
 DL1125                          SUPERSEDED SURVEY CONTROL
 DL1125
 DL1125  NGVD 29 (??/??/??)   65.683  (m)          215.50   (f) ADJUSTED    1 1
 DL1125
 DL1125.Superseded values are not recommended for survey control.
 DL1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1125.See file dsdata.txt to determine how the superseded data were derived.
 DL1125
 DL1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS266696(NAD 83)
 DL1125_MARKER: DB = BENCH MARK DISK
 DL1125_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1125+WITH SETTING: INTO GROUND
 DL1125_SP_SET: METAL ROD WITH BASE PLATE
 DL1125_STAMPING: Y 258 1977
 DL1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1125+STABILITY: SURFACE MOTION
 DL1125
 DL1125  HISTORY     - Date     Condition        Report By
 DL1125  HISTORY     - 1977     MONUMENTED       NGS
 DL1125
 DL1125                          STATION DESCRIPTION
 DL1125
 DL1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1125'21.8 MI SW FROM GARLAND.
 DL1125'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 DL1125'U.S. HIGHWAY 82 AT GARLAND, THENCE 5.0 MILES SOUTHEAST ALONG
 DL1125'GRAVEL ROAD PARALLELING LEVEE, THENCE 3.55 MILES SOUTHEAST ALONG
 DL1125'TOP OF LEVEE, THENCE 0.05 MILE WEST ALONG LEVEE RAMP EXIT TO A
 DL1125'T JUNCTION, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG GRAVEL ROAD
 DL1125'TO A Y JUNCTION, THENCE 0.7 MILE SOUTH ALONG GRAVEL ROAD TO A
 DL1125'T JUNCTION, THENCE 3.7 MILES EAST AND SOUTHERLY ALONG GRAVEL
 DL1125'ROAD TO A T JUNCTION, THENCE 6.05 MILES SOUTH AND SOUTHWEST ALONG
 DL1125'GRAVEL ROAD TO A T JUNCTION, THENCE 1.45 MILES SOUTH ALONG GRAVEL
 DL1125'ROAD TO A SHARP CURVE IN ROAD AND LEVEE, ALSO THIS MARK CAN BE
 DL1125'REACHED BY GOING 4.4 MILES NORTH ON U.S. HIGHWAY 71 FROM THE
 DL1125'INTERSECTION OF STATE HIGHWAY 160 AT DODDRIDGE, THENCE 3.6 MILES
 DL1125'NORTHEAST ON GRAVEL ROAD TO A ASPHALT ROAD, THENCE 3.2 MILES
 DL1125'NORTHEAST ALONG GRAVEL ROAD CROSSING THE BELOH BRIDGE OVER
 DL1125'MCKINNEY BAYOU TO WHERE ROAD CROSSES LEVEE, CONTINUE EAST AND
 DL1125'SOUTHEAST ALONG GRAVEL ROAD FOR 1.55 MILES TO SHARP CURVE IN
 DL1125'ROAD AND LEVEE, ABOUT 0.25 MILE SOUTH OF THE HALEY BAPTIST
 DL1125'CHURCH, 67 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A PORCH
 DL1125'OF A HOUSE BUILT ON TOP OF LEVEE, 35 FEET NORTHEAST OF A 5 FOOT
 DL1125'IN DIAMETER, 22 FEET SOUTH OF CENTER OF ROAD, AND 6 FEET
 DL1125'SOUTHWEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1151 ***********************************************************************
 DL1151  DESIGNATION -  Y 259
 DL1151  PID         -  DL1151
 DL1151  STATE/COUNTY-  AR/MILLER
 DL1151  USGS QUAD   -  GARLAND (1975)
 DL1151
 DL1151                         *CURRENT SURVEY CONTROL
 DL1151  ___________________________________________________________________
 DL1151* NAD 83(1986)-  33 22 17.     (N)    093 43 10.     (W)     SCALED    
 DL1151* NAVD 88     -        70.709  (meters)     231.98   (feet)  ADJUSTED  
 DL1151  ___________________________________________________________________
 DL1151  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DL1151  DYNAMIC HT  -          70.633 (meters)     231.74  (feet)  COMP
 DL1151  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DL1151
 DL1151  VERT ORDER  -  FIRST     CLASS I
 DL1151
 DL1151.The horizontal coordinates were scaled from a topographic map and have
 DL1151.an estimated accuracy of +/- 6 seconds.
 DL1151
 DL1151.The orthometric height was determined by differential leveling
 DL1151.and adjusted by the National Geodetic Survey in June 1991..
 DL1151.WARNING-Repeat measurements at this control monument indicate possible
 DL1151.vertical movement.
 DL1151
 DL1151.The geoid height was determined by GEOID03.
 DL1151
 DL1151.The dynamic height is computed by dividing the NAVD 88
 DL1151.geopotential number by the normal gravity value computed on the
 DL1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1151.degrees latitude (g = 980.6199 gals.).
 DL1151
 DL1151.The modeled gravity was interpolated from observed gravity values.
 DL1151
 DL1151;                    North         East    Units  Estimated Accuracy
 DL1151;SPC AR S     -   479,510.      240,000.      MT  (+/- 180 meters Scaled)
 DL1151
 DL1151                          SUPERSEDED SURVEY CONTROL
 DL1151
 DL1151  NGVD 29 (??/??/??)   70.735  (m)          232.07   (f) ADJUSTED    1 1
 DL1151
 DL1151.Superseded values are not recommended for survey control.
 DL1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1151.See file dsdata.txt to determine how the superseded data were derived.
 DL1151
 DL1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS330926(NAD 83)
 DL1151_MARKER: DB = BENCH MARK DISK
 DL1151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1151_SP_SET: HEADWALL
 DL1151_STAMPING: Y 259 1977
 DL1151_MARK LOGO: NGS   
 DL1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1151+STABILITY: SURFACE MOTION
 DL1151
 DL1151  HISTORY     - Date     Condition        Report By
 DL1151  HISTORY     - 1977     MONUMENTED       NGS
 DL1151  HISTORY     - 1985     GOOD             NGS
 DL1151  HISTORY     - 20040624 MARK NOT FOUND   ARHD
 DL1151
 DL1151                          STATION DESCRIPTION
 DL1151
 DL1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1151'1.1 MI NW FROM GARLAND.
 DL1151'1.1 MILE NORTHWEST ALONG US HIGHWAY 82 FROM THE JUNCTION OF STATE
 DL1151'HIGHWAY 134 AT GARLAND, SET IN THE CENTER OF THE NORTHEAST HEAD-
 DL1151'WALL OF A BOX CULVERT, 0.2 MILE NORTHWEST OF A RAILROAD OVERPASS,
 DL1151'AND 28 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 DL1151
 DL1151                          STATION RECOVERY (1985)
 DL1151
 DL1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL1151'RECOVERED IN GOOD CONDITION.
 DL1151
 DL1151                          STATION RECOVERY (2004)
 DL1151
 DL1151'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (WDA)
 DL1151'APPEARS TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1154 ***********************************************************************
 DL1154  DESIGNATION -  Y 260
 DL1154  PID         -  DL1154
 DL1154  STATE/COUNTY-  AR/MILLER
 DL1154  USGS QUAD   -  BOYD HILL (1975)
 DL1154
 DL1154                         *CURRENT SURVEY CONTROL
 DL1154  ___________________________________________________________________
 DL1154* NAD 83(1986)-  33 23 50.     (N)    093 44 15.     (W)     SCALED    
 DL1154* NAVD 88     -        70.604  (meters)     231.64   (feet)  ADJUSTED  
 DL1154  ___________________________________________________________________
 DL1154  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DL1154  DYNAMIC HT  -          70.529 (meters)     231.39  (feet)  COMP
 DL1154  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 DL1154
 DL1154  VERT ORDER  -  FIRST     CLASS I
 DL1154
 DL1154.The horizontal coordinates were scaled from a topographic map and have
 DL1154.an estimated accuracy of +/- 6 seconds.
 DL1154
 DL1154.The orthometric height was determined by differential leveling
 DL1154.and adjusted by the National Geodetic Survey in June 1991..
 DL1154
 DL1154.The geoid height was determined by GEOID03.
 DL1154
 DL1154.The dynamic height is computed by dividing the NAVD 88
 DL1154.geopotential number by the normal gravity value computed on the
 DL1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1154.degrees latitude (g = 980.6199 gals.).
 DL1154
 DL1154.The modeled gravity was interpolated from observed gravity values.
 DL1154
 DL1154;                    North         East    Units  Estimated Accuracy
 DL1154;SPC AR S     -   482,400.      238,370.      MT  (+/- 180 meters Scaled)
 DL1154
 DL1154                          SUPERSEDED SURVEY CONTROL
 DL1154
 DL1154  NGVD 29 (??/??/??)   70.632  (m)          231.73   (f) ADJUSTED    1 1
 DL1154
 DL1154.Superseded values are not recommended for survey control.
 DL1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1154.See file dsdata.txt to determine how the superseded data were derived.
 DL1154
 DL1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS314955(NAD 83)
 DL1154_MARKER: DB = BENCH MARK DISK
 DL1154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1154_SP_SET: HEADWALL
 DL1154_STAMPING: Y 260 1977
 DL1154_MARK LOGO: NGS   
 DL1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1154+STABILITY: SURFACE MOTION
 DL1154
 DL1154  HISTORY     - Date     Condition        Report By
 DL1154  HISTORY     - 1977     MONUMENTED       NGS
 DL1154  HISTORY     - 1985     GOOD             NGS
 DL1154
 DL1154                          STATION DESCRIPTION
 DL1154
 DL1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1154'3.8 MI NW FROM GARLAND.
 DL1154'3.8 MILES NORTHWEST ALONG US HIGHWAY 82 FROM THE JUNCTION OF STATE
 DL1154'HIGHWAY 134 AT GARLAND, SET IN THE TOP OF THE NORTHEAST HEADWALL
 DL1154'OF A BOX CULVERT AND 29 FEET NORTHEAST OF THE CENTER LINE OF
 DL1154'HIGHWAY.
 DL1154
 DL1154                          STATION RECOVERY (1985)
 DL1154
 DL1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0026 ***********************************************************************
 FH0026  DESIGNATION -  Y 27
 FH0026  PID         -  FH0026
 FH0026  STATE/COUNTY-  AR/CRAWFORD
 FH0026  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0026
 FH0026                         *CURRENT SURVEY CONTROL
 FH0026  ___________________________________________________________________
 FH0026* NAD 83(1986)-  35 43 36.     (N)    094 10 17.     (W)     SCALED    
 FH0026* NAVD 88     -       331.351  (meters)    1087.11   (feet)  ADJUSTED  
 FH0026  ___________________________________________________________________
 FH0026  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FH0026  DYNAMIC HT  -         331.044 (meters)    1086.10  (feet)  COMP
 FH0026  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FH0026
 FH0026  VERT ORDER  -  FIRST     CLASS II
 FH0026
 FH0026.The horizontal coordinates were scaled from a topographic map and have
 FH0026.an estimated accuracy of +/- 6 seconds.
 FH0026
 FH0026.The orthometric height was determined by differential leveling
 FH0026.and adjusted by the National Geodetic Survey in June 1991..
 FH0026
 FH0026.The geoid height was determined by GEOID03.
 FH0026
 FH0026.The dynamic height is computed by dividing the NAVD 88
 FH0026.geopotential number by the normal gravity value computed on the
 FH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0026.degrees latitude (g = 980.6199 gals.).
 FH0026
 FH0026.The modeled gravity was interpolated from observed gravity values.
 FH0026
 FH0026;                    North         East    Units  Estimated Accuracy
 FH0026;SPC AR N     -   156,750.      203,570.      MT  (+/- 180 meters Scaled)
 FH0026
 FH0026                          SUPERSEDED SURVEY CONTROL
 FH0026
 FH0026  NGVD 29 (??/??/92)  331.213  (m)         1086.65   (f) ADJ UNCH    1 2
 FH0026
 FH0026.Superseded values are not recommended for survey control.
 FH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0026.See file dsdata.txt to determine how the superseded data were derived.
 FH0026
 FH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV940542(NAD 83)
 FH0026_MARKER: DB = BENCH MARK DISK
 FH0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0026_SP_SET: CONCRETE POST
 FH0026_STAMPING: Y 27 1932 986.428
 FH0026_MARK LOGO: CGS   
 FH0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0026+STABILITY: SURFACE MOTION
 FH0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0026+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1989
 FH0026
 FH0026  HISTORY     - Date     Condition        Report By
 FH0026  HISTORY     - 1932     MONUMENTED       CGS
 FH0026  HISTORY     - 1960     GOOD             NGS
 FH0026  HISTORY     - 19891109 GOOD             NGS
 FH0026
 FH0026                          STATION DESCRIPTION
 FH0026
 FH0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0026'AT SCHABERG.
 FH0026'AT SCHABERG, CRAWFORD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 FH0026'RAILWAY, 5-1/2 POLES SOUTH OF MILEPOST 381, 50 FEET NORTHWEST OF THE
 FH0026'MAIN TRACK, AND IN THE SOUTHWEST CORNER OF A SCHOOLYARD.  A
 FH0026'STANDARD DISK, STAMPED 1086.655 Y 27 1932 AND SET IN THE TOP OF
 FH0026'A CONCRETE POST.  NOTE-- THIS MARK RECOVERED SOUTH OF A ROCK SCHOOL
 FH0026'BUILDING AT SCHABERG AND 7 FEET NORTH OF THE CENTERLINE OF THE ROAD
 FH0026'BETWEEN SCHOOL AND RAILROAD.
 FH0026
 FH0026                          STATION RECOVERY (1989)
 FH0026
 FH0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0026'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.3 KM
 FH0026'(5.15 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 FH0026'POST OFFICE IN CHESTER, 52.5 M (172.2 FT) SOUTH OF THE SOUTHEAST
 FH0026'CORNER OF THE COWIN RESIDENCE, 22.8 M (74.8 FT) NORTHWEST OF THE NEAR
 FH0026'RAIL, 14.4 M (47.2 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, O.2 M
 FH0026'SOUTH OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.2
 FH0026'M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0164 ***********************************************************************
 FH0164  DESIGNATION -  Y 28
 FH0164  PID         -  FH0164
 FH0164  STATE/COUNTY-  AR/CRAWFORD
 FH0164  USGS QUAD   -  VAN BUREN (1997)
 FH0164
 FH0164                         *CURRENT SURVEY CONTROL
 FH0164  ___________________________________________________________________
 FH0164* NAD 83(1986)-  35 27 35.     (N)    094 16 05.     (W)     SCALED    
 FH0164* NAVD 88     -       148.250  (meters)     486.38   (feet)  ADJUSTED  
 FH0164  ___________________________________________________________________
 FH0164  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FH0164  DYNAMIC HT  -         148.112 (meters)     485.93  (feet)  COMP
 FH0164  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 FH0164
 FH0164  VERT ORDER  -  FIRST     CLASS II
 FH0164
 FH0164.The horizontal coordinates were scaled from a topographic map and have
 FH0164.an estimated accuracy of +/- 6 seconds.
 FH0164
 FH0164.The orthometric height was determined by differential leveling
 FH0164.and adjusted by the National Geodetic Survey in June 1991..
 FH0164
 FH0164.The geoid height was determined by GEOID03.
 FH0164
 FH0164.The dynamic height is computed by dividing the NAVD 88
 FH0164.geopotential number by the normal gravity value computed on the
 FH0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0164.degrees latitude (g = 980.6199 gals.).
 FH0164
 FH0164.The modeled gravity was interpolated from observed gravity values.
 FH0164
 FH0164;                    North         East    Units  Estimated Accuracy
 FH0164;SPC AR N     -   127,330.      194,150.      MT  (+/- 180 meters Scaled)
 FH0164
 FH0164                          SUPERSEDED SURVEY CONTROL
 FH0164
 FH0164  NGVD 29 (??/??/92)  148.168  (m)          486.11   (f) ADJ UNCH    1 2
 FH0164
 FH0164.Superseded values are not recommended for survey control.
 FH0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0164.See file dsdata.txt to determine how the superseded data were derived.
 FH0164
 FH0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV849247(NAD 83)
 FH0164_MARKER: DB = BENCH MARK DISK
 FH0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0164_STAMPING: 486.115 Y 28 1932
 FH0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0164+STABILITY: SURFACE MOTION
 FH0164
 FH0164  HISTORY     - Date     Condition        Report By
 FH0164  HISTORY     - 1932     MONUMENTED       CGS
 FH0164  HISTORY     - 1959     GOOD             NGS
 FH0164  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FH0164
 FH0164                          STATION DESCRIPTION
 FH0164
 FH0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FH0164'3 MI W FROM ALMA.
 FH0164'ABOUT 3.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FH0164'ALMA, CRAWFORD COUNTY, ABOUT 17 POLES WEST OF MILEPOST 49K, AND
 FH0164'48 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED 486.115
 FH0164'Y 28 1932 AND SET IN THE TOP OF A CONCRETE POST.
 FH0164
 FH0164                          STATION RECOVERY (1959)
 FH0164
 FH0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0164'RECOVERED IN GOOD CONDITION.
 FH0164
 FH0164                          STATION RECOVERY (1987)
 FH0164
 FH0164'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1633 ***********************************************************************
 EJ1633  DESIGNATION -  Y 287
 EJ1633  PID         -  EJ1633
 EJ1633  STATE/COUNTY-  AR/JEFFERSON
 EJ1633  USGS QUAD   -  REDFIELD (1984)
 EJ1633
 EJ1633                         *CURRENT SURVEY CONTROL
 EJ1633  ___________________________________________________________________
 EJ1633* NAD 83(1986)-  34 27 08.     (N)    092 11 25.     (W)     SCALED    
 EJ1633* NAVD 88     -        97.083  (meters)     318.51   (feet)  ADJUSTED  
 EJ1633  ___________________________________________________________________
 EJ1633  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EJ1633  DYNAMIC HT  -          96.992 (meters)     318.21  (feet)  COMP
 EJ1633  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 EJ1633
 EJ1633  VERT ORDER  -  FIRST     CLASS II
 EJ1633
 EJ1633.The horizontal coordinates were scaled from a topographic map and have
 EJ1633.an estimated accuracy of +/- 6 seconds.
 EJ1633
 EJ1633.The orthometric height was determined by differential leveling
 EJ1633.and adjusted by the National Geodetic Survey in June 1991..
 EJ1633
 EJ1633.The geoid height was determined by GEOID03.
 EJ1633
 EJ1633.The dynamic height is computed by dividing the NAVD 88
 EJ1633.geopotential number by the normal gravity value computed on the
 EJ1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1633.degrees latitude (g = 980.6199 gals.).
 EJ1633
 EJ1633.The modeled gravity was interpolated from observed gravity values.
 EJ1633
 EJ1633;                    North         East    Units  Estimated Accuracy
 EJ1633;SPC AR S     -   598,060.      382,520.      MT  (+/- 180 meters Scaled)
 EJ1633
 EJ1633                          SUPERSEDED SURVEY CONTROL
 EJ1633
 EJ1633.No superseded survey control is available for this station.
 EJ1633
 EJ1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU743125(NAD 83)
 EJ1633_MARKER: I = METAL ROD
 EJ1633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1633_SP_SET: STAINLESS STEEL ROD
 EJ1633_STAMPING: Y 287 1984
 EJ1633_MARK LOGO: NGS   
 EJ1633_PROJECTION: FLUSH
 EJ1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1633_ROD/PIPE-DEPTH: 9.75 meters
 EJ1633
 EJ1633  HISTORY     - Date     Condition        Report By
 EJ1633  HISTORY     - 1984     MONUMENTED       NGS
 EJ1633  HISTORY     - 1988     GOOD             USPSQD
 EJ1633  HISTORY     - 1989     GOOD             USPSQD
 EJ1633  HISTORY     - 1990     GOOD             USPSQD
 EJ1633
 EJ1633                          STATION DESCRIPTION
 EJ1633
 EJ1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1633'1.7 KM (1.05 MI) NW FROM REDFIELD.
 EJ1633'0.2 KM (0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET FROM THE POST
 EJ1633'OFFICE IN REDFIELD, THENCE 0.2 KM (0.15 MI) SOUTHWEST ALONG SHERIDAN
 EJ1633'ROAD, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY 365, ON THE
 EJ1633'NORTH SLOPE OF A HILL NEAR THE CROSSING OF AN EAST-WEST TRACK ROAD,
 EJ1633'6.2 KM (3.85 MI) SOUTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 EJ1633'HENSLET, 20.42 METERS (67.0 FT) SOUTHEAST OF A TELEPHONE POLE,
 EJ1633'18.59 METERS (61.0 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EJ1633'7.31 METERS (24.0 FT) EAST OF THE CENTER OF A PRIVATE DRIVE LEADING
 EJ1633'NORTH-NORTHWEST, 5.18 METERS (17.0 FT) NORTH OF THE CENTER OF A TRACK
 EJ1633'ROAD LEADING EAST, 0.94 METERS (3.1 FT) EAST-SOUTHEAST OF THE
 EJ1633'SOUTHWEST CORNER OF A BORDER FENCE, AND 0.3 METER (1.0 FT) SOUTH OF AN
 EJ1633'EAST-WEST FENCE.  NOTE EXCEEDED DRIVING RATE OF ONE FOOT PER MINUTE.
 EJ1633'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EJ1633'THE MARK IS 0.6 M ABOVE HIGHWAY.
 EJ1633
 EJ1633                          STATION RECOVERY (1988)
 EJ1633
 EJ1633'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1633'RECOVERED IN GOOD CONDITION.
 EJ1633
 EJ1633                          STATION RECOVERY (1989)
 EJ1633
 EJ1633'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1633'RECOVERED IN GOOD CONDITION.
 EJ1633
 EJ1633                          STATION RECOVERY (1990)
 EJ1633
 EJ1633'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2575 ***********************************************************************
 EH2575  DESIGNATION -  Y 288
 EH2575  PID         -  EH2575
 EH2575  STATE/COUNTY-  AR/JEFFERSON
 EH2575  USGS QUAD   -  LADD (1975)
 EH2575
 EH2575                         *CURRENT SURVEY CONTROL
 EH2575  ___________________________________________________________________
 EH2575* NAD 83(1986)-  34 12 50.     (N)    091 59 27.     (W)     SCALED    
 EH2575* NAVD 88     -        65.571  (meters)     215.13   (feet)  ADJUSTED  
 EH2575  ___________________________________________________________________
 EH2575  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH2575  DYNAMIC HT  -          65.508 (meters)     214.92  (feet)  COMP
 EH2575  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 EH2575
 EH2575  VERT ORDER  -  FIRST     CLASS II
 EH2575
 EH2575.The horizontal coordinates were scaled from a topographic map and have
 EH2575.an estimated accuracy of +/- 6 seconds.
 EH2575
 EH2575.The orthometric height was determined by differential leveling
 EH2575.and adjusted by the National Geodetic Survey in June 1991..
 EH2575
 EH2575.The geoid height was determined by GEOID03.
 EH2575
 EH2575.The dynamic height is computed by dividing the NAVD 88
 EH2575.geopotential number by the normal gravity value computed on the
 EH2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2575.degrees latitude (g = 980.6199 gals.).
 EH2575
 EH2575.The modeled gravity was interpolated from observed gravity values.
 EH2575
 EH2575;                    North         East    Units  Estimated Accuracy
 EH2575;SPC AR S     -   571,610.      400,850.      MT  (+/- 180 meters Scaled)
 EH2575
 EH2575                          SUPERSEDED SURVEY CONTROL
 EH2575
 EH2575.No superseded survey control is available for this station.
 EH2575
 EH2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT929863(NAD 83)
 EH2575_MARKER: I = METAL ROD
 EH2575_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2575_SP_SET: STAINLESS STEEL ROD
 EH2575_STAMPING: Y 288 1984
 EH2575_MARK LOGO: NGS   
 EH2575_PROJECTION: FLUSH
 EH2575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2575_ROD/PIPE-DEPTH: 8.53 meters
 EH2575
 EH2575  HISTORY     - Date     Condition        Report By
 EH2575  HISTORY     - 1984     MONUMENTED       NGS
 EH2575  HISTORY     - 1988     GOOD             USPSQD
 EH2575  HISTORY     - 1988     GOOD             USPSQD
 EH2575  HISTORY     - 1989     GOOD             USPSQD
 EH2575  HISTORY     - 1989     GOOD             USPSQD
 EH2575  HISTORY     - 1990     GOOD             USPSQD
 EH2575
 EH2575                          STATION DESCRIPTION
 EH2575
 EH2575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2575'IN PINE BLUFF.
 EH2575'IN PINE BLUFF, 0.2 KM (0.1 MI) SOUTH ALONG ALABAMA STREET FROM THE
 EH2575'UNION STATION RESTAURANT (OLD UNION STATION), THENCE 1.1 KM (0.7 MI)
 EH2575'EAST ALONG SIXTH STREET, THENCE 1.1 KM (0.7 MI) SOUTH ALONG OHIO
 EH2575'STREET, THENCE 0.1 KM (0.05 MI) WEST ALONG SIXTEENTH STREET, AT THE
 EH2575'INTERSECTION OF SIXTEENTH STREET AND PENN STREET, NEAR THE SECURITY
 EH2575'FENCE SURROUNDING A BASEBALL FIELD AT THE NORTHWEST CORNER OF THE
 EH2575'INTERSECTION, 9.14 METERS (30.0 FT) NORTH OF THE CENTER OF SIXTEENTH
 EH2575'STREET, 6.7 METERS (22.0 FT) EAST OF THE CENTER OF PENN STREET,
 EH2575'1.82 METERS (6.0 FT) NORTH OF A GAS METER, 1.82 METERS (6.0 FT)
 EH2575'SOUTHWEST OF A POWER LINE POLE GUY LINE ANCHOR, AND 1.06 METERS
 EH2575'(3.5 FT) EAST OF THE SOUTHEAST CORNER OF THE SECURITY FENCE.  NOTE,
 EH2575'DRIVING RATE OF ONE FOOT PER MINUTE WAS EXCEEDED.
 EH2575'THE MARK IS ABOVE LEVEL WITH PENN STREET.
 EH2575
 EH2575                          STATION RECOVERY (1988)
 EH2575
 EH2575'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2575'RECOVERED IN GOOD CONDITION.
 EH2575
 EH2575                          STATION RECOVERY (1988)
 EH2575
 EH2575'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAN)
 EH2575'RECOVERED IN GOOD CONDITION.
 EH2575
 EH2575                          STATION RECOVERY (1989)
 EH2575
 EH2575'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EH2575'RECOVERED IN GOOD CONDITION.
 EH2575
 EH2575                          STATION RECOVERY (1989)
 EH2575
 EH2575'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2575'RECOVERED IN GOOD CONDITION.
 EH2575
 EH2575                          STATION RECOVERY (1990)
 EH2575
 EH2575'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2592 ***********************************************************************
 EH2592  DESIGNATION -  Y 289
 EH2592  PID         -  EH2592
 EH2592  STATE/COUNTY-  AR/LINCOLN
 EH2592  USGS QUAD   -  GRADY (1975)
 EH2592
 EH2592                         *CURRENT SURVEY CONTROL
 EH2592  ___________________________________________________________________
 EH2592* NAD 83(1986)-  34 05 14.     (N)    091 42 53.     (W)     SCALED    
 EH2592* NAVD 88     -        56.049  (meters)     183.89   (feet)  ADJUSTED  
 EH2592  ___________________________________________________________________
 EH2592  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EH2592  DYNAMIC HT  -          55.994 (meters)     183.71  (feet)  COMP
 EH2592  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 EH2592
 EH2592  VERT ORDER  -  FIRST     CLASS II
 EH2592
 EH2592.The horizontal coordinates were scaled from a topographic map and have
 EH2592.an estimated accuracy of +/- 6 seconds.
 EH2592
 EH2592.The orthometric height was determined by differential leveling
 EH2592.and adjusted by the National Geodetic Survey in June 1991..
 EH2592
 EH2592.The geoid height was determined by GEOID03.
 EH2592
 EH2592.The dynamic height is computed by dividing the NAVD 88
 EH2592.geopotential number by the normal gravity value computed on the
 EH2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2592.degrees latitude (g = 980.6199 gals.).
 EH2592
 EH2592.The modeled gravity was interpolated from observed gravity values.
 EH2592
 EH2592;                    North         East    Units  Estimated Accuracy
 EH2592;SPC AR S     -   557,590.      426,330.      MT  (+/- 180 meters Scaled)
 EH2592
 EH2592                          SUPERSEDED SURVEY CONTROL
 EH2592
 EH2592.No superseded survey control is available for this station.
 EH2592
 EH2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT185725(NAD 83)
 EH2592_MARKER: I = METAL ROD
 EH2592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2592_SP_SET: STAINLESS STEEL ROD
 EH2592_STAMPING: Y 289 1984
 EH2592_MARK LOGO: NGS   
 EH2592_PROJECTION: FLUSH
 EH2592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2592_ROD/PIPE-DEPTH: 21.9 meters
 EH2592
 EH2592  HISTORY     - Date     Condition        Report By
 EH2592  HISTORY     - 1984     MONUMENTED       NGS
 EH2592  HISTORY     - 1988     GOOD             USPSQD
 EH2592  HISTORY     - 1989     GOOD             USPSQD
 EH2592  HISTORY     - 1990     GOOD             USPSQD
 EH2592
 EH2592                          STATION DESCRIPTION
 EH2592
 EH2592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2592'1.7 KM (1.05 MI) NW FROM GRADY.
 EH2592'1.7 KM (1.05 MI) NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2592'IN GRADY (AT A SIDE ROAD LEADING SOUTHWEST ACROSS THE RAILROAD
 EH2592'TRACKS), THENCE CROSS TRACKS, SET 36.57 METERS (120.0 FT) NORTH ALONG
 EH2592'WEST RAILROAD STREET, BY A TELEPHONE POLE, 41.14 METERS (135.0 FT)
 EH2592'SOUTHWEST OF THE CENTER LINE OF HIGHWAY 65, 35.66 METERS (117.0 FT)
 EH2592'NORTHWEST OF THE CENTER OF THE ROAD CROSSING THE TRACKS, 10.60 METERS
 EH2592'(34.8 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 2.74 METERS (9.0 FT)
 EH2592'NORTHEAST OF THE CENTER OF WEST RAILROAD STREET, AND 0.6 METER
 EH2592'(2.0 FT) SOUTHEAST OF TELEPHONE POLE NUMBER 24.  NOTE, ROD ANCHORED AT
 EH2592'THIS DEPTH.
 EH2592'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 EH2592'THE MARK IS 0.60 M BELOW TRACKS.
 EH2592
 EH2592                          STATION RECOVERY (1988)
 EH2592
 EH2592'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2592'RECOVERED IN GOOD CONDITION.
 EH2592
 EH2592                          STATION RECOVERY (1989)
 EH2592
 EH2592'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2592'RECOVERED IN GOOD CONDITION.
 EH2592
 EH2592                          STATION RECOVERY (1990)
 EH2592
 EH2592'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1207 ***********************************************************************
 FG1207  DESIGNATION -  Y 29
 FG1207  PID         -  FG1207
 FG1207  STATE/COUNTY-  AR/JOHNSON
 FG1207  USGS QUAD   -  COAL HILL (1993)
 FG1207
 FG1207                         *CURRENT SURVEY CONTROL
 FG1207  ___________________________________________________________________
 FG1207* NAD 83(1986)-  35 25 45.     (N)    093 38 10.     (W)     SCALED    
 FG1207* NAVD 88     -       126.286  (meters)     414.32   (feet)  ADJUSTED  
 FG1207  ___________________________________________________________________
 FG1207  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 FG1207  DYNAMIC HT  -         126.169 (meters)     413.94  (feet)  COMP
 FG1207  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 FG1207
 FG1207  VERT ORDER  -  FIRST     CLASS II
 FG1207
 FG1207.The horizontal coordinates were scaled from a topographic map and have
 FG1207.an estimated accuracy of +/- 6 seconds.
 FG1207
 FG1207.The orthometric height was determined by differential leveling
 FG1207.and adjusted by the National Geodetic Survey in June 1991..
 FG1207
 FG1207.The geoid height was determined by GEOID03.
 FG1207
 FG1207.The dynamic height is computed by dividing the NAVD 88
 FG1207.geopotential number by the normal gravity value computed on the
 FG1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1207.degrees latitude (g = 980.6199 gals.).
 FG1207
 FG1207.The modeled gravity was interpolated from observed gravity values.
 FG1207
 FG1207;                    North         East    Units  Estimated Accuracy
 FG1207;SPC AR N     -   122,810.      251,440.      MT  (+/- 180 meters Scaled)
 FG1207
 FG1207                          SUPERSEDED SURVEY CONTROL
 FG1207
 FG1207  NGVD 29 (??/??/92)  126.252  (m)          414.21   (f) ADJ UNCH    1 2
 FG1207
 FG1207.Superseded values are not recommended for survey control.
 FG1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1207.See file dsdata.txt to determine how the superseded data were derived.
 FG1207
 FG1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV422208(NAD 83)
 FG1207_MARKER: DB = BENCH MARK DISK
 FG1207_SETTING: 0 = UNSPECIFIED SETTING
 FG1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1207
 FG1207  HISTORY     - Date     Condition        Report By
 FG1207  HISTORY     - UNK      MONUMENTED       CGS
 FG1207  HISTORY     - 1961     MARK NOT FOUND   USGS
 FG1207  HISTORY     - 1973     MARK NOT FOUND   LOCSUR
 FG1207
 FG1207                          STATION DESCRIPTION
 FG1207
 FG1207'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FG1207'1 MI W FROM HARTMAN.
 FG1207'ONE MILE WEST OF HARTMAN SCHOOL BUILDING IN HARTMAN ALONG U.S. HIGHWAY
 FG1207'64, 1050 FEET SOUTH ALONG R/W BETWEEN SECTIONS 22 AND 23 T-9-N R-25-W
 FG1207'TO ABANDONED RAILROAD GRADE, BM IS 384 FEET EAST ALONG OLD GRADE AND
 FG1207'45 FEET SOUTH OF IT.
 FG1207
 FG1207                          STATION RECOVERY (1973)
 FG1207
 FG1207'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 FG1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1534 ***********************************************************************
 FG1534  DESIGNATION -  Y 290
 FG1534  PID         -  FG1534
 FG1534  STATE/COUNTY-  AR/FAULKNER
 FG1534  USGS QUAD   -  CONWAY (1994)
 FG1534
 FG1534                         *CURRENT SURVEY CONTROL
 FG1534  ___________________________________________________________________
 FG1534* NAD 83(1986)-  35 00 15.     (N)    092 24 57.     (W)     SCALED    
 FG1534* NAVD 88     -        93.489  (meters)     306.72   (feet)  ADJUSTED  
 FG1534  ___________________________________________________________________
 FG1534  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FG1534  DYNAMIC HT  -          93.401 (meters)     306.43  (feet)  COMP
 FG1534  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FG1534
 FG1534  VERT ORDER  -  FIRST     CLASS II
 FG1534
 FG1534.The horizontal coordinates were scaled from a topographic map and have
 FG1534.an estimated accuracy of +/- 6 seconds.
 FG1534
 FG1534.The orthometric height was determined by differential leveling
 FG1534.and adjusted by the National Geodetic Survey in June 1991..
 FG1534
 FG1534.The geoid height was determined by GEOID03.
 FG1534
 FG1534.The dynamic height is computed by dividing the NAVD 88
 FG1534.geopotential number by the normal gravity value computed on the
 FG1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1534.degrees latitude (g = 980.6199 gals.).
 FG1534
 FG1534.The modeled gravity was interpolated from observed gravity values.
 FG1534
 FG1534;                    North         East    Units  Estimated Accuracy
 FG1534;SPC AR N     -    74,500.      362,040.      MT  (+/- 180 meters Scaled)
 FG1534
 FG1534                          SUPERSEDED SURVEY CONTROL
 FG1534
 FG1534  NGVD 29 (06/07/95)   93.534  (m)          306.87   (f) ADJUSTED    1 2
 FG1534
 FG1534.Superseded values are not recommended for survey control.
 FG1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1534.See file dsdata.txt to determine how the superseded data were derived.
 FG1534
 FG1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU533736(NAD 83)
 FG1534_MARKER: I = METAL ROD
 FG1534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1534_SP_SET: STAINLESS STEEL ROD
 FG1534_STAMPING: Y 290 1984
 FG1534_MARK LOGO: NGS   
 FG1534_PROJECTION: RECESSED 2 CENTIMETERS
 FG1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1534_ROD/PIPE-DEPTH: 3.35 meters
 FG1534
 FG1534  HISTORY     - Date     Condition        Report By
 FG1534  HISTORY     - 1984     MONUMENTED       NGS
 FG1534  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FG1534  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG1534
 FG1534                          STATION DESCRIPTION
 FG1534
 FG1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1534'5.6 KM (3.5 MI) NORTH FROM MAYFLOWER.
 FG1534'5.6 KM (3.5 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 FG1534'MAYFLOWER TO THE MARK ON THE RIGHT, 17.71 METERS (58.1 FT)
 FG1534'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.44 METERS
 FG1534'(76.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A ONE LEVEL HOUSE WITH
 FG1534'A ROCK BASE AND WOOD SIDING, 9.30 METERS (30.5 FT) NORTH-NORTHEAST OF
 FG1534'THE APPROXIMATE CENTER OF THE DRIVE TO THE HOUSE, 8.87 METERS
 FG1534'(29.1 FT) SOUTHEAST OF THE CENTER OF A BOX CULVERT UNDER THE DRIVEWAY
 FG1534'TO A SMALL ARTIFICIAL BRICK HOUSE, 6.86 METERS (22.5 FT)
 FG1534'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVE TO THE SMALL
 FG1534'HOUSE, AND 0.61 METERS (2.0 FT) NORTH-NORTHEAST OF THE NORTHWEST
 FG1534'CORNER OF ROCK FLOWER BED ABOUT 15 BY 3 FEET.  NOTE, THE ROD WAS
 FG1534'DRIVEN TO REFUSAL.
 FG1534'THE MARK IS 0.91 M ABOVE HIGHWAY.
 FG1534
 FG1534                          STATION RECOVERY (1988)
 FG1534
 FG1534'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1534'MARK NOT FOUND.
 FG1534
 FG1534                          STATION RECOVERY (1989)
 FG1534
 FG1534'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1560 ***********************************************************************
 FG1560  DESIGNATION -  Y 291
 FG1560  PID         -  FG1560
 FG1560  STATE/COUNTY-  AR/CONWAY
 FG1560  USGS QUAD   -  MORRILTON WEST (1991)
 FG1560
 FG1560                         *CURRENT SURVEY CONTROL
 FG1560  ___________________________________________________________________
 FG1560* NAD 83(1986)-  35 10 04.     (N)    092 46 06.     (W)     SCALED    
 FG1560* NAVD 88     -        99.754  (meters)     327.28   (feet)  ADJUSTED  
 FG1560  ___________________________________________________________________
 FG1560  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FG1560  DYNAMIC HT  -          99.659 (meters)     326.96  (feet)  COMP
 FG1560  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 FG1560
 FG1560  VERT ORDER  -  FIRST     CLASS II
 FG1560
 FG1560.The horizontal coordinates were scaled from a topographic map and have
 FG1560.an estimated accuracy of +/- 6 seconds.
 FG1560
 FG1560.The orthometric height was determined by differential leveling
 FG1560.and adjusted by the National Geodetic Survey in June 1991..
 FG1560
 FG1560.The geoid height was determined by GEOID03.
 FG1560
 FG1560.The dynamic height is computed by dividing the NAVD 88
 FG1560.geopotential number by the normal gravity value computed on the
 FG1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1560.degrees latitude (g = 980.6199 gals.).
 FG1560
 FG1560.The modeled gravity was interpolated from observed gravity values.
 FG1560
 FG1560;                    North         East    Units  Estimated Accuracy
 FG1560;SPC AR N     -    92,850.      330,010.      MT  (+/- 180 meters Scaled)
 FG1560
 FG1560                          SUPERSEDED SURVEY CONTROL
 FG1560
 FG1560.No superseded survey control is available for this station.
 FG1560
 FG1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU210916(NAD 83)
 FG1560_MARKER: I = METAL ROD
 FG1560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1560+WITH SETTING: INFORMATION.
 FG1560_SP_SET: SHALLOW SET METAL ROD
 FG1560_STAMPING: Y 291 1984
 FG1560_MARK LOGO: NGS   
 FG1560_PROJECTION: RECESSED 3 CENTIMETERS
 FG1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1560_ROD/PIPE-DEPTH: 1.89 meters
 FG1560
 FG1560  HISTORY     - Date     Condition        Report By
 FG1560  HISTORY     - 1984     MONUMENTED       NGS
 FG1560  HISTORY     - 1987     GOOD             USPSQD
 FG1560  HISTORY     - 1988     GOOD             USPSQD
 FG1560  HISTORY     - 1989     GOOD             USPSQD
 FG1560  HISTORY     - 1989     GOOD             USPSQD
 FG1560  HISTORY     - 19970319 GOOD             USPSQD
 FG1560
 FG1560                          STATION DESCRIPTION
 FG1560
 FG1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1560'2.9 KM (1.8 MI) NW FROM MORRILTON.
 FG1560'0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 FG1560'MORRILTON, THENCE 2.8 KM (1.75 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO
 FG1560'A SMALL BRICK BUILDING AND THE MARK ON THE RIGHT, 15.09 METERS
 FG1560'(49.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.45 METERS
 FG1560'(63.8 FT) SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING (AT PRESENT
 FG1560'DR.  TOMNEY C. BROWNS VETERINARY CLINIC), 3.57 METERS (11.7 FT)
 FG1560'SOUTHEAST OF THE SOUTHEAST PINE TREE OF THE NORTHWEST ROW OF TREES,
 FG1560'AND 2.83 METERS (9.3 FT) NORTH-NORTHWEST OF THE SOUTHWEST BRACEPOST OF
 FG1560'THE CLINIC SIGN.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FG1560'THE MARK IS 0.61 M BELOW HIGHWAY.
 FG1560
 FG1560                          STATION RECOVERY (1987)
 FG1560
 FG1560'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1560'RECOVERED IN GOOD CONDITION.
 FG1560
 FG1560                          STATION RECOVERY (1988)
 FG1560
 FG1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1560'RECOVERED IN GOOD CONDITION.
 FG1560
 FG1560                          STATION RECOVERY (1989)
 FG1560
 FG1560'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1560'RECOVERED IN GOOD CONDITION.
 FG1560
 FG1560                          STATION RECOVERY (1989)
 FG1560
 FG1560'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1560'RECOVERED IN GOOD CONDITION.
 FG1560
 FG1560                          STATION RECOVERY (1997)
 FG1560
 FG1560'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1598 ***********************************************************************
 FG1598  DESIGNATION -  Y 292
 FG1598  PID         -  FG1598
 FG1598  STATE/COUNTY-  AR/POPE
 FG1598  USGS QUAD   -  DELAWARE (1993)
 FG1598
 FG1598                         *CURRENT SURVEY CONTROL
 FG1598  ___________________________________________________________________
 FG1598* NAD 83(1986)-  35 19 53.     (N)    093 15 15.     (W)     SCALED    
 FG1598* NAVD 88     -       114.546  (meters)     375.81   (feet)  ADJUSTED  
 FG1598  ___________________________________________________________________
 FG1598  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 FG1598  DYNAMIC HT  -         114.438 (meters)     375.45  (feet)  COMP
 FG1598  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 FG1598
 FG1598  VERT ORDER  -  FIRST     CLASS II
 FG1598
 FG1598.The horizontal coordinates were scaled from a topographic map and have
 FG1598.an estimated accuracy of +/- 6 seconds.
 FG1598
 FG1598.The orthometric height was determined by differential leveling
 FG1598.and adjusted by the National Geodetic Survey in June 1991..
 FG1598
 FG1598.The geoid height was determined by GEOID03.
 FG1598
 FG1598.The dynamic height is computed by dividing the NAVD 88
 FG1598.geopotential number by the normal gravity value computed on the
 FG1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1598.degrees latitude (g = 980.6199 gals.).
 FG1598
 FG1598.The modeled gravity was interpolated from observed gravity values.
 FG1598
 FG1598;                    North         East    Units  Estimated Accuracy
 FG1598;SPC AR N     -   111,450.      285,980.      MT  (+/- 180 meters Scaled)
 FG1598
 FG1598                          SUPERSEDED SURVEY CONTROL
 FG1598
 FG1598.No superseded survey control is available for this station.
 FG1598
 FG1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV769098(NAD 83)
 FG1598_MARKER: I = METAL ROD
 FG1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1598_SP_SET: STAINLESS STEEL ROD
 FG1598_STAMPING: Y 292 1984
 FG1598_MARK LOGO: NGS   
 FG1598_PROJECTION: FLUSH
 FG1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1598+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 FG1598_ROD/PIPE-DEPTH: 3.65 meters
 FG1598
 FG1598  HISTORY     - Date     Condition        Report By
 FG1598  HISTORY     - 1984     MONUMENTED       NGS
 FG1598  HISTORY     - 1987     GOOD             USPSQD
 FG1598  HISTORY     - 1988     GOOD             USPSQD
 FG1598  HISTORY     - 1989     GOOD             USPSQD
 FG1598  HISTORY     - 19900120 GOOD             USPSQD
 FG1598  HISTORY     - 20050527 GOOD             GEOCAC
 FG1598
 FG1598                          STATION DESCRIPTION
 FG1598
 FG1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1598'IN LONDON.
 FG1598'IN LONDON, 0.2 KM (0.1 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST
 FG1598'OFFICE, AT THE JUNCTION OF STATE HIGHWAY 333, SET BY A POWERLINE POLE
 FG1598'IN THE NORTHWEST CORNER OF THE INTERSECTION, 14.32 METERS (47.0 FT)
 FG1598'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 4.72 METERS (15.5 FT) EAST
 FG1598'OF THE CENTERLINE OF STATE HIGHWAY 333, 42.97 METERS (141.0 FT)
 FG1598'SOUTHEAST OF THE SOUTHEAST CORNER OF THE LONDON BRANCH BANK,
 FG1598'0.85 METERS (2.8 FT) NORTH OF A POWERLINE POLE WITH A STREET LIGHT
 FG1598'ATTACHED, 8.68 METERS (28.5 FT) EAST OF A FIRE HYDRANT, AND
 FG1598'1.06 METERS (3.5 FT) WEST OF THE WEST CURB OF HIGHWAY 333.  NOTE, ROD
 FG1598'DRIVEN TO REFUSAL AND ANCHORED IN THE ROCK.
 FG1598'THE MARK IS 0.36 METERS  SSE FROM A WITNESS POST.
 FG1598'THE MARK IS 0.2 M ABOVE HIGHWAY 64.
 FG1598
 FG1598                          STATION RECOVERY (1987)
 FG1598
 FG1598'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1598'RECOVERED IN GOOD CONDITION.
 FG1598
 FG1598                          STATION RECOVERY (1988)
 FG1598
 FG1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1598'RECOVERED IN GOOD CONDITION.
 FG1598
 FG1598                          STATION RECOVERY (1989)
 FG1598
 FG1598'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1598'RECOVERED IN GOOD CONDITION.
 FG1598
 FG1598                          STATION RECOVERY (1990)
 FG1598
 FG1598'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1598'RECOVERED IN GOOD CONDITION.
 FG1598
 FG1598                          STATION RECOVERY (2005)
 FG1598
 FG1598'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FG1598'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1588 ***********************************************************************
 FG1588  DESIGNATION -  Y 293
 FG1588  PID         -  FG1588
 FG1588  STATE/COUNTY-  AR/POPE
 FG1588  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1588
 FG1588                         *CURRENT SURVEY CONTROL
 FG1588  ___________________________________________________________________
 FG1588* NAD 83(1986)-  35 16 42.     (N)    093 06 42.     (W)     SCALED    
 FG1588* NAVD 88     -       117.804  (meters)     386.50   (feet)  ADJUSTED  
 FG1588  ___________________________________________________________________
 FG1588  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FG1588  DYNAMIC HT  -         117.692 (meters)     386.13  (feet)  COMP
 FG1588  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 FG1588
 FG1588  VERT ORDER  -  FIRST     CLASS II
 FG1588
 FG1588.The horizontal coordinates were scaled from a topographic map and have
 FG1588.an estimated accuracy of +/- 6 seconds.
 FG1588
 FG1588.The orthometric height was determined by differential leveling
 FG1588.and adjusted by the National Geodetic Survey in June 1991..
 FG1588
 FG1588.The geoid height was determined by GEOID03.
 FG1588
 FG1588.The dynamic height is computed by dividing the NAVD 88
 FG1588.geopotential number by the normal gravity value computed on the
 FG1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1588.degrees latitude (g = 980.6199 gals.).
 FG1588
 FG1588.The modeled gravity was interpolated from observed gravity values.
 FG1588
 FG1588;                    North         East    Units  Estimated Accuracy
 FG1588;SPC AR N     -   105,410.      298,870.      MT  (+/- 180 meters Scaled)
 FG1588
 FG1588                          SUPERSEDED SURVEY CONTROL
 FG1588
 FG1588.No superseded survey control is available for this station.
 FG1588
 FG1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV898039(NAD 83)
 FG1588_MARKER: I = METAL ROD
 FG1588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1588+WITH SETTING: INFORMATION.
 FG1588_SP_SET: SHALLOW SET METAL ROD
 FG1588_STAMPING: Y 293 1984
 FG1588_MARK LOGO: NGS   
 FG1588_PROJECTION: RECESSED 5 CENTIMETERS
 FG1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1588_ROD/PIPE-DEPTH: 1.80 meters
 FG1588
 FG1588  HISTORY     - Date     Condition        Report By
 FG1588  HISTORY     - 1984     MONUMENTED       NGS
 FG1588  HISTORY     - 1987     GOOD             USPSQD
 FG1588  HISTORY     - 1988     GOOD             USPSQD
 FG1588  HISTORY     - 1989     GOOD             USPSQD
 FG1588  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG1588
 FG1588                          STATION DESCRIPTION
 FG1588
 FG1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1588'2.6 KM (1.55 MI) EAST FROM RUSSELLVILLE.
 FG1588'0.2 KM (0.1 MI) WEST ALONG SECOND STREET FROM THE POST OFFICE IN
 FG1588'RUSSELLVILLE, THENCE 0.2 KM (0.1 MI) NORTH ALONG ARKANSAS AVENUE,
 FG1588'THENCE 2.2 KM (1.35 MI) EAST ALONG U.S. HIGHWAY 64 TO THE MARK ON THE
 FG1588'LEFT, 12.50 METERS (41.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FG1588'37.19 METERS (122.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE FIRST
 FG1588'NATIONAL BANK, 16.49 METERS (54.1 FT) EAST OF THE APPROXIMATE CENTER
 FG1588'OF THE EXIT DRIVE FOR THE BANK, 15.45 METERS (50.7 FT) WEST OF THE
 FG1588'APPROXIMATE CENTER OF THE ENTRANCE DRIVE FOR THE BANK, AND 1.40 METERS
 FG1588'(4.6 FT) SOUTH OF THE FIRST NATIONAL BANK SIGN.  NOTE, ROD DRIVEN TO
 FG1588'REFUSAL.
 FG1588'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1588
 FG1588                          STATION RECOVERY (1987)
 FG1588
 FG1588'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1588'RECOVERED IN GOOD CONDITION.
 FG1588
 FG1588                          STATION RECOVERY (1988)
 FG1588
 FG1588'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1588'RECOVERED IN GOOD CONDITION.
 FG1588
 FG1588                          STATION RECOVERY (1989)
 FG1588
 FG1588'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1588'RECOVERED IN GOOD CONDITION.
 FG1588
 FG1588                          STATION RECOVERY (1989)
 FG1588
 FG1588'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1626 ***********************************************************************
 FG1626  DESIGNATION -  Y 294
 FG1626  PID         -  FG1626
 FG1626  STATE/COUNTY-  AR/JOHNSON
 FG1626  USGS QUAD   -  HARTMAN (1993)
 FG1626
 FG1626                         *CURRENT SURVEY CONTROL
 FG1626  ___________________________________________________________________
 FG1626* NAD 83(1986)-  35 26 52.     (N)    093 33 03.     (W)     SCALED    
 FG1626* NAVD 88     -       121.089  (meters)     397.27   (feet)  ADJUSTED  
 FG1626  ___________________________________________________________________
 FG1626  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1626  DYNAMIC HT  -         120.977 (meters)     396.91  (feet)  COMP
 FG1626  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 FG1626
 FG1626  VERT ORDER  -  FIRST     CLASS II
 FG1626
 FG1626.The horizontal coordinates were scaled from a topographic map and have
 FG1626.an estimated accuracy of +/- 6 seconds.
 FG1626
 FG1626.The orthometric height was determined by differential leveling
 FG1626.and adjusted by the National Geodetic Survey in June 1991..
 FG1626
 FG1626.The geoid height was determined by GEOID03.
 FG1626
 FG1626.The dynamic height is computed by dividing the NAVD 88
 FG1626.geopotential number by the normal gravity value computed on the
 FG1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1626.degrees latitude (g = 980.6199 gals.).
 FG1626
 FG1626.The modeled gravity was interpolated from observed gravity values.
 FG1626
 FG1626;                    North         East    Units  Estimated Accuracy
 FG1626;SPC AR N     -   124,750.      259,220.      MT  (+/- 180 meters Scaled)
 FG1626
 FG1626                          SUPERSEDED SURVEY CONTROL
 FG1626
 FG1626.No superseded survey control is available for this station.
 FG1626
 FG1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV500228(NAD 83)
 FG1626_MARKER: I = METAL ROD
 FG1626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1626_SP_SET: STAINLESS STEEL ROD
 FG1626_STAMPING: Y 294 1984
 FG1626_MARK LOGO: NGS   
 FG1626_PROJECTION: FLUSH
 FG1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1626_ROD/PIPE-DEPTH: 3.23 meters
 FG1626
 FG1626  HISTORY     - Date     Condition        Report By
 FG1626  HISTORY     - 1984     MONUMENTED       NGS
 FG1626  HISTORY     - 1987     GOOD             USPSQD
 FG1626  HISTORY     - 1988     GOOD             USPSQD
 FG1626  HISTORY     - 1989     GOOD             USPSQD
 FG1626  HISTORY     - 1990     GOOD             USPSQD
 FG1626
 FG1626                          STATION DESCRIPTION
 FG1626
 FG1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1626'8.8 KM (5.5 MI) WEST FROM CLARKSVILLE.
 FG1626'8.8 KM (5.5 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE IN
 FG1626'CLARKSVILLE, ALSO 0.2 KM (0.15 MI) NORTH ALONG A PAVED STREET FROM THE
 FG1626'POST OFFICE IN HARTMAN, THENCE 6.4 KM (3.95 MI) EAST ALONG U.S.
 FG1626'HIGHWAY 64 AT THE WEST END OF A FIVE LOT TRAILER PARK ON THE NORTHWEST
 FG1626'SIDE OF THE HIGHWAY, 14.63 METERS (48.00 FT) NORTH-NORTHWEST OF THE
 FG1626'CENTERLINE OF HIGHWAY 64, 5.48 METERS (18.00 FT) NORTHWEST OF A
 FG1626'POWERLINE POLE, 2.89 METERS (9.50 FT) NORTH OF A RAILROAD TIE FENCE
 FG1626'CORNER POST, AND 0.21 METERS (0.70 FT) EAST OF A FENCE.  NOTE, ROD
 FG1626'DRIVEN TO REFUSAL.
 FG1626'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 FG1626'THE MARK IS 0.4 M BELOW HIGHWAY 64.
 FG1626
 FG1626                          STATION RECOVERY (1987)
 FG1626
 FG1626'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1626'RECOVERED IN GOOD CONDITION.
 FG1626
 FG1626                          STATION RECOVERY (1988)
 FG1626
 FG1626'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1626'RECOVERED IN GOOD CONDITION.
 FG1626
 FG1626                          STATION RECOVERY (1989)
 FG1626
 FG1626'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1626'RECOVERED IN GOOD CONDITION.
 FG1626
 FG1626                          STATION RECOVERY (1990)
 FG1626
 FG1626'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0781 ***********************************************************************
 FH0781  DESIGNATION -  Y 295
 FH0781  PID         -  FH0781
 FH0781  STATE/COUNTY-  AR/SEBASTIAN
 FH0781  USGS QUAD   -  CHARLESTON (1987)
 FH0781
 FH0781                         *CURRENT SURVEY CONTROL
 FH0781  ___________________________________________________________________
 FH0781* NAD 83(1986)-  35 21 52.     (N)    094 07 13.     (W)     SCALED    
 FH0781* NAVD 88     -       123.273  (meters)     404.44   (feet)  ADJUSTED  
 FH0781  ___________________________________________________________________
 FH0781  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FH0781  DYNAMIC HT  -         123.158 (meters)     404.06  (feet)  COMP
 FH0781  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 FH0781
 FH0781  VERT ORDER  -  FIRST     CLASS II
 FH0781
 FH0781.The horizontal coordinates were scaled from a topographic map and have
 FH0781.an estimated accuracy of +/- 6 seconds.
 FH0781
 FH0781.The orthometric height was determined by differential leveling
 FH0781.and adjusted by the National Geodetic Survey in June 1991..
 FH0781
 FH0781.The geoid height was determined by GEOID03.
 FH0781
 FH0781.The dynamic height is computed by dividing the NAVD 88
 FH0781.geopotential number by the normal gravity value computed on the
 FH0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0781.degrees latitude (g = 980.6199 gals.).
 FH0781
 FH0781.The modeled gravity was interpolated from observed gravity values.
 FH0781
 FH0781;                    North         East    Units  Estimated Accuracy
 FH0781;SPC AR N     -   116,470.      207,330.      MT  (+/- 180 meters Scaled)
 FH0781
 FH0781                          SUPERSEDED SURVEY CONTROL
 FH0781
 FH0781.No superseded survey control is available for this station.
 FH0781
 FH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV982140(NAD 83)
 FH0781_MARKER: DB = BENCH MARK DISK
 FH0781_SETTING: 66 = SET IN ROCK OUTCROP
 FH0781_SP_SET: ROCK OUTCROP
 FH0781_STAMPING: Y 295 1984
 FH0781_MARK LOGO: NGS   
 FH0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0781+STABILITY: POSITION/ELEVATION WELL
 FH0781
 FH0781  HISTORY     - Date     Condition        Report By
 FH0781  HISTORY     - 1984     MONUMENTED       NGS
 FH0781  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FH0781  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FH0781  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FH0781  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FH0781
 FH0781                          STATION DESCRIPTION
 FH0781
 FH0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0781'8.3 KM (5.15 MI) NE FROM LAVACA.
 FH0781'8.3 KM (5.15 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0781'LAVACA TO THE MARK ON THE RIGHT, 11.43 METERS (37.5 FT)
 FH0781'SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 96, 6.40 METERS
 FH0781'(21.0 FT) WEST OF THE CENTER OF A DRIVEWAY AND 47.24 METERS (155.0 FT)
 FH0781'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE.
 FH0781'THE MARK IS ABOVE LEVEL WITH STATE ROUTE 96.
 FH0781
 FH0781                          STATION RECOVERY (1987)
 FH0781
 FH0781'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0781'MARK NOT FOUND.
 FH0781
 FH0781                          STATION RECOVERY (1988)
 FH0781
 FH0781'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0781'MARK NOT FOUND.
 FH0781
 FH0781                          STATION RECOVERY (1989)
 FH0781
 FH0781'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0781'MARK NOT FOUND.
 FH0781
 FH0781                          STATION RECOVERY (1990)
 FH0781
 FH0781'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1652 ***********************************************************************
 FG1652  DESIGNATION -  Y 296
 FG1652  PID         -  FG1652
 FG1652  STATE/COUNTY-  AR/FRANKLIN
 FG1652  USGS QUAD   -  CECIL (1993)
 FG1652
 FG1652                         *CURRENT SURVEY CONTROL
 FG1652  ___________________________________________________________________
 FG1652* NAD 83(1986)-  35 26 10.     (N)    093 53 28.     (W)     SCALED    
 FG1652* NAVD 88     -       218.000  (meters)     715.22   (feet)  ADJUSTED  
 FG1652  ___________________________________________________________________
 FG1652  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FG1652  DYNAMIC HT  -         217.797 (meters)     714.56  (feet)  COMP
 FG1652  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 FG1652
 FG1652  VERT ORDER  -  FIRST     CLASS II
 FG1652
 FG1652.The horizontal coordinates were scaled from a topographic map and have
 FG1652.an estimated accuracy of +/- 6 seconds.
 FG1652
 FG1652.The orthometric height was determined by differential leveling
 FG1652.and adjusted by the National Geodetic Survey in June 1991..
 FG1652
 FG1652.The geoid height was determined by GEOID03.
 FG1652
 FG1652.The dynamic height is computed by dividing the NAVD 88
 FG1652.geopotential number by the normal gravity value computed on the
 FG1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1652.degrees latitude (g = 980.6199 gals.).
 FG1652
 FG1652.The modeled gravity was interpolated from observed gravity values.
 FG1652
 FG1652;                    North         East    Units  Estimated Accuracy
 FG1652;SPC AR N     -   123,990.      228,310.      MT  (+/- 180 meters Scaled)
 FG1652
 FG1652                          SUPERSEDED SURVEY CONTROL
 FG1652
 FG1652.No superseded survey control is available for this station.
 FG1652
 FG1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV191217(NAD 83)
 FG1652_MARKER: DB = BENCH MARK DISK
 FG1652_SETTING: 66 = SET IN ROCK OUTCROP
 FG1652_SP_SET: ROCK OUTCROP
 FG1652_STAMPING: Y 296 1984
 FG1652_MARK LOGO: NGS   
 FG1652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1652+STABILITY: POSITION/ELEVATION WELL
 FG1652
 FG1652  HISTORY     - Date     Condition        Report By
 FG1652  HISTORY     - 1984     MONUMENTED       NGS
 FG1652  HISTORY     - 1988     GOOD             USPSQD
 FG1652  HISTORY     - 1989     GOOD             USPSQD
 FG1652  HISTORY     - 1990     GOOD             USPSQD
 FG1652
 FG1652                          STATION DESCRIPTION
 FG1652
 FG1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1652'11.3 KM (7.05 MI) SW FROM OZARK.
 FG1652'4.8 KM (3.0 MI) SOUTH ALONG STATE ROUTE 23 FROM THE JUNCTION OF U.S.
 FG1652'HIGHWAY 64 IN OZARK, THENCE 6.5 KM (4.05 MI) WEST ALONG STATE ROUTE 96
 FG1652'TO THE MARK ON THE RIGHT, ALSO 5.2 KM (3.2 MI) EAST ALONG STATE ROUTE
 FG1652'96 FROM THE POST OFFICE IN CECIL TO THE MARK ON THE LEFT, 8.23 METERS
 FG1652'(27.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 96, 23.16 KM (76.0 FT)
 FG1652'EAST-NORTHEAST OF THE NORTH END OF A METAL PIPE CULVERT UNDER THE
 FG1652'HIGHWAY, AND 5.21 METERS (17.1 FT) SOUTH OF A BARBWIRE FENCE.
 FG1652'THE MARK IS 0.73 METERS  E FROM A WITNESS POST.
 FG1652'THE MARK IS 0.30 M ABOVE HIGHWAY 96.
 FG1652
 FG1652                          STATION RECOVERY (1988)
 FG1652
 FG1652'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1652'RECOVERED IN GOOD CONDITION.
 FG1652
 FG1652                          STATION RECOVERY (1989)
 FG1652
 FG1652'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1652'RECOVERED IN GOOD CONDITION.
 FG1652
 FG1652                          STATION RECOVERY (1990)
 FG1652
 FG1652'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0828 ***********************************************************************
 FH0828  DESIGNATION -  Y 298
 FH0828  PID         -  FH0828
 FH0828  STATE/COUNTY-  AR/SEBASTIAN
 FH0828  USGS QUAD   -  GREENWOOD (1987)
 FH0828
 FH0828                         *CURRENT SURVEY CONTROL
 FH0828  ___________________________________________________________________
 FH0828* NAD 83(1986)-  35 09 06.     (N)    094 16 14.     (W)     SCALED    
 FH0828* NAVD 88     -       224.490  (meters)     736.51   (feet)  ADJUSTED  
 FH0828  ___________________________________________________________________
 FH0828  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FH0828  DYNAMIC HT  -         224.269 (meters)     735.79  (feet)  COMP
 FH0828  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 FH0828
 FH0828  VERT ORDER  -  FIRST     CLASS II
 FH0828
 FH0828.The horizontal coordinates were scaled from a topographic map and have
 FH0828.an estimated accuracy of +/- 6 seconds.
 FH0828
 FH0828.The orthometric height was determined by differential leveling
 FH0828.and adjusted by the National Geodetic Survey in June 1991..
 FH0828
 FH0828.The geoid height was determined by GEOID03.
 FH0828
 FH0828.The dynamic height is computed by dividing the NAVD 88
 FH0828.geopotential number by the normal gravity value computed on the
 FH0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0828.degrees latitude (g = 980.6199 gals.).
 FH0828
 FH0828.The modeled gravity was interpolated from observed gravity values.
 FH0828
 FH0828;                    North         East    Units  Estimated Accuracy
 FH0828;SPC AR N     -    93,170.      193,130.      MT  (+/- 180 meters Scaled)
 FH0828
 FH0828                          SUPERSEDED SURVEY CONTROL
 FH0828
 FH0828.No superseded survey control is available for this station.
 FH0828
 FH0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU842906(NAD 83)
 FH0828_MARKER: I = METAL ROD
 FH0828_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0828+WITH SETTING: INFORMATION.
 FH0828_SP_SET: SHALLOW SET METAL ROD
 FH0828_STAMPING: Y 298 1985
 FH0828_MARK LOGO: NGS   
 FH0828_PROJECTION: FLUSH
 FH0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0828_ROD/PIPE-DEPTH: 0.9  meters
 FH0828
 FH0828  HISTORY     - Date     Condition        Report By
 FH0828  HISTORY     - 1985     MONUMENTED       NGS
 FH0828  HISTORY     - 1987     GOOD             USPSQD
 FH0828  HISTORY     - 1987     GOOD             USPSQD
 FH0828  HISTORY     - 1988     GOOD             USPSQD
 FH0828  HISTORY     - 1989     GOOD             USPSQD
 FH0828  HISTORY     - 1990     GOOD             USPSQD
 FH0828
 FH0828                          STATION DESCRIPTION
 FH0828
 FH0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0828'14.3 KM (8.8 MI) SOUTH FROM GREENWOOD.
 FH0828'5.1 KM (3.15 MI) WEST ALONG STATE ROUTE 10S SPUR FROM THE SEBASTIAN
 FH0828'COUNTY COURTHOUSE IN GREENWOOD, THENCE 1.6 KM (5.7 MI) SOUTH ALONG
 FH0828'U.S. HIGHWAY 71, AT THE CREST OF A HILL AND NEAR THE NORTHWEST CORNER
 FH0828'OF THE PROPERTY OF MR. HARLAN CROSS (STONE HOUSE), 12.5 METERS
 FH0828'41.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 71, 0.52 METERS (1.7 FT)
 FH0828'NORTHWEST OF A CORNER FENCE POST, 0.31 METERS (1.0 FT) WEST OF A FENCE
 FH0828'LINE, 17.4 METERS (57.0 FT) NORTH-NORTHWEST OF THE APPROXIMATE CENTER
 FH0828'OF THE PRIVATE ENTRANCE DRIVE, 36.3 METERS (119.0 FT) NORTH-NORTHWEST
 FH0828'OF A POWERLINE POLE, AND 30.5 METERS (100.0 FT) NORTH-NORTHWEST OF THE
 FH0828'APPROXIMATE CENTER OF A DIRT ROAD (EXTENDED) AND LEADING OVER A CATTLE
 FH0828'GUARD.  NOTE, DRIVEN TO GRADUAL REFUSAL AND ANCHORED IN ROCK.
 FH0828'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 FH0828'THE MARK IS 0.31 M BELOW HIGHWAY 71.
 FH0828
 FH0828                          STATION RECOVERY (1987)
 FH0828
 FH0828'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0828'RECOVERED IN GOOD CONDITION.
 FH0828
 FH0828                          STATION RECOVERY (1987)
 FH0828
 FH0828'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0828'RECOVERED IN GOOD CONDITION.
 FH0828
 FH0828                          STATION RECOVERY (1988)
 FH0828
 FH0828'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0828'RECOVERED IN GOOD CONDITION.
 FH0828
 FH0828                          STATION RECOVERY (1989)
 FH0828
 FH0828'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0828'RECOVERED IN GOOD CONDITION.
 FH0828
 FH0828                          STATION RECOVERY (1990)
 FH0828
 FH0828'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0686 ***********************************************************************
 EK0686  DESIGNATION -  Y 299
 EK0686  PID         -  EK0686
 EK0686  STATE/COUNTY-  AR/SCOTT
 EK0686  USGS QUAD   -  BOLES (1983)
 EK0686
 EK0686                         *CURRENT SURVEY CONTROL
 EK0686  ___________________________________________________________________
 EK0686* NAD 83(1986)-  34 47 52.     (N)    094 02 41.     (W)     SCALED    
 EK0686* NAVD 88     -       200.685  (meters)     658.41   (feet)  ADJUSTED  
 EK0686  ___________________________________________________________________
 EK0686  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EK0686  DYNAMIC HT  -         200.475 (meters)     657.73  (feet)  COMP
 EK0686  MODELED GRAV-     979,583.3   (mgal)                       NAVD 88
 EK0686
 EK0686  VERT ORDER  -  FIRST     CLASS II
 EK0686
 EK0686.The horizontal coordinates were scaled from a topographic map and have
 EK0686.an estimated accuracy of +/- 6 seconds.
 EK0686
 EK0686.The orthometric height was determined by differential leveling
 EK0686.and adjusted by the National Geodetic Survey in June 1991..
 EK0686
 EK0686.The geoid height was determined by GEOID03.
 EK0686
 EK0686.The dynamic height is computed by dividing the NAVD 88
 EK0686.geopotential number by the normal gravity value computed on the
 EK0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0686.degrees latitude (g = 980.6199 gals.).
 EK0686
 EK0686.The modeled gravity was interpolated from observed gravity values.
 EK0686
 EK0686;                    North         East    Units  Estimated Accuracy
 EK0686;SPC AR N     -    53,470.      212,890.      MT  (+/- 180 meters Scaled)
 EK0686
 EK0686                          SUPERSEDED SURVEY CONTROL
 EK0686
 EK0686.No superseded survey control is available for this station.
 EK0686
 EK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU044511(NAD 83)
 EK0686_MARKER: DB = BENCH MARK DISK
 EK0686_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0686_SP_SET: BRIDGE ABUTMENT
 EK0686_STAMPING: Y 299 1985
 EK0686_MARK LOGO: NGS   
 EK0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0686
 EK0686  HISTORY     - Date     Condition        Report By
 EK0686  HISTORY     - 1985     MONUMENTED       NGS
 EK0686  HISTORY     - 1987     GOOD             USPSQD
 EK0686  HISTORY     - 1988     GOOD             USPSQD
 EK0686  HISTORY     - 1989     GOOD             USPSQD
 EK0686  HISTORY     - 1990     GOOD             USPSQD
 EK0686
 EK0686                          STATION DESCRIPTION
 EK0686
 EK0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0686'16.3 KM (10.1 MI) SOUTH FROM WALDRON.
 EK0686'1.5 KM (0.95 MI) WEST ALONG EAST CHURCH STREET FROM THE JUNCTION OF
 EK0686'U.S. HIGHWAY 71 B (BUSINESS ROUTE) IN WALDRON, THENCE 14.8 KM
 EK0686'(9.15 MI) SOUTH ALONG U.S. HIGHWAY 71, ALSO 0.88 KM (0.55 MI)
 EK0686'NORTH-NORTHWEST ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN BOLES,
 EK0686'SET IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF HIGHWAY 71,
 EK0686'8.1 METERS (26.5 FT) WEST OF THE CENTERLINE OF HIGHWAY 71, AND
 EK0686'0.55 METERS (1.8 FT) WEST OF THE WEST EDGE OF THE CONCRETE BRIDGE
 EK0686'RAILING.
 EK0686'THE MARK IS 0.15 M ABOVE HIGHWAY 71.
 EK0686
 EK0686                          STATION RECOVERY (1987)
 EK0686
 EK0686'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0686'RECOVERED IN GOOD CONDITION.
 EK0686
 EK0686                          STATION RECOVERY (1988)
 EK0686
 EK0686'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0686'RECOVERED IN GOOD CONDITION.
 EK0686
 EK0686                          STATION RECOVERY (1989)
 EK0686
 EK0686'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0686'RECOVERED IN GOOD CONDITION.
 EK0686
 EK0686                          STATION RECOVERY (1990)
 EK0686
 EK0686'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1144 ***********************************************************************
 EH1144  DESIGNATION -  Y 30
 EH1144  PID         -  EH1144
 EH1144  STATE/COUNTY-  AR/MONROE
 EH1144  USGS QUAD   -  BRINKLEY (1971)
 EH1144
 EH1144                         *CURRENT SURVEY CONTROL
 EH1144  ___________________________________________________________________
 EH1144* NAD 83(1986)-  34 53 17.     (N)    091 11 27.     (W)     SCALED    
 EH1144* NAVD 88     -        64.947  (meters)     213.08   (feet)  ADJUSTED  
 EH1144  ___________________________________________________________________
 EH1144  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1144  DYNAMIC HT  -          64.887 (meters)     212.88  (feet)  COMP
 EH1144  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 EH1144
 EH1144  VERT ORDER  -  FIRST     CLASS II
 EH1144
 EH1144.The horizontal coordinates were scaled from a topographic map and have
 EH1144.an estimated accuracy of +/- 6 seconds.
 EH1144
 EH1144.The orthometric height was determined by differential leveling
 EH1144.and adjusted by the National Geodetic Survey in June 1991..
 EH1144
 EH1144.The geoid height was determined by GEOID03.
 EH1144
 EH1144.The dynamic height is computed by dividing the NAVD 88
 EH1144.geopotential number by the normal gravity value computed on the
 EH1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1144.degrees latitude (g = 980.6199 gals.).
 EH1144
 EH1144.The modeled gravity was interpolated from observed gravity values.
 EH1144
 EH1144;                    North         East    Units  Estimated Accuracy
 EH1144;SPC AR S     -   646,680.      473,970.      MT  (+/- 180 meters Scaled)
 EH1144
 EH1144                          SUPERSEDED SURVEY CONTROL
 EH1144
 EH1144  NGVD 29 (??/??/??)   64.948  (m)          213.08   (f) ADJUSTED    1 2
 EH1144
 EH1144.Superseded values are not recommended for survey control.
 EH1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1144.See file dsdata.txt to determine how the superseded data were derived.
 EH1144
 EH1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU653621(NAD 83)
 EH1144_MARKER: DB = BENCH MARK DISK
 EH1144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1144_SP_SET: BUILDING
 EH1144_STAMPING: 212.942 Y 30 1933
 EH1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1144+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1144
 EH1144  HISTORY     - Date     Condition        Report By
 EH1144  HISTORY     - 1933     MONUMENTED       CGS
 EH1144  HISTORY     - 1955     GOOD             CGS
 EH1144  HISTORY     - 20030422 GOOD             USACE
 EH1144
 EH1144                          STATION DESCRIPTION
 EH1144
 EH1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1144'IN BRINKLEY.
 EH1144'AT BRINKLEY, AT THE UNION RAILROAD STATION, 34 FEET SOUTHEAST OF
 EH1144'SOUTHEAST RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 65
 EH1144'FEET WEST OF WEST RAIL OF ST. LOUIS SOUTHWESTERN RAILWAY, SET
 EH1144'VERTICALLY IN THE NORTH FACE OF UNION STATION BUILDING, 12 FEET EAST
 EH1144'OF NORTHWEST CORNER OF BUILDING, BETWEEN THE TWO NORTH WINDOWS OF THE
 EH1144'WHITE WAITING ROOM AND 3.6 FEET ABOVE LEVEL OF STATION PLATFORM.
 EH1144
 EH1144                          STATION RECOVERY (2003)
 EH1144
 EH1144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0715 ***********************************************************************
 EK0715  DESIGNATION -  Y 300
 EK0715  PID         -  EK0715
 EK0715  STATE/COUNTY-  AR/POLK
 EK0715  USGS QUAD   -  POTTER (1979)
 EK0715
 EK0715                         *CURRENT SURVEY CONTROL
 EK0715  ___________________________________________________________________
 EK0715* NAD 83(1986)-  34 33 29.     (N)    094 17 12.     (W)     SCALED    
 EK0715* NAVD 88     -       310.353  (meters)    1018.22   (feet)  ADJUSTED  
 EK0715  ___________________________________________________________________
 EK0715  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 EK0715  DYNAMIC HT  -         310.015 (meters)    1017.11  (feet)  COMP
 EK0715  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 EK0715
 EK0715  VERT ORDER  -  FIRST     CLASS II
 EK0715
 EK0715.The horizontal coordinates were scaled from a topographic map and have
 EK0715.an estimated accuracy of +/- 6 seconds.
 EK0715
 EK0715.The orthometric height was determined by differential leveling
 EK0715.and adjusted by the National Geodetic Survey in June 1991..
 EK0715
 EK0715.The geoid height was determined by GEOID03.
 EK0715
 EK0715.The dynamic height is computed by dividing the NAVD 88
 EK0715.geopotential number by the normal gravity value computed on the
 EK0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0715.degrees latitude (g = 980.6199 gals.).
 EK0715
 EK0715.The modeled gravity was interpolated from observed gravity values.
 EK0715
 EK0715;                    North         East    Units  Estimated Accuracy
 EK0715;SPC AR S     -   612,130.      190,160.      MT  (+/- 180 meters Scaled)
 EK0715
 EK0715                          SUPERSEDED SURVEY CONTROL
 EK0715
 EK0715.No superseded survey control is available for this station.
 EK0715
 EK0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU819247(NAD 83)
 EK0715_MARKER: I = METAL ROD
 EK0715_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0715+WITH SETTING: INFORMATION.
 EK0715_SP_SET: SHALLOW SET METAL ROD
 EK0715_STAMPING: Y 300 1985
 EK0715_MARK LOGO: NGS   
 EK0715_PROJECTION: FLUSH
 EK0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0715_ROD/PIPE-DEPTH: 2.1  meters
 EK0715
 EK0715  HISTORY     - Date     Condition        Report By
 EK0715  HISTORY     - 1985     MONUMENTED       NGS
 EK0715  HISTORY     - 1987     GOOD             USPSQD
 EK0715  HISTORY     - 1988     GOOD             USPSQD
 EK0715  HISTORY     - 1989     GOOD             USPSQD
 EK0715  HISTORY     - 1990     GOOD             USPSQD
 EK0715
 EK0715                          STATION DESCRIPTION
 EK0715
 EK0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0715'5.9 KM (3.65 MI) SSW FROM MENA.
 EK0715'5.9 KM (3.65 MI) SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 71 FROM THE KANSAS
 EK0715'CITY SOUTHERN RAILROAD STATION IN MENA, AT THE THIRD POWERLINE POLE
 EK0715'SOUTH OF A COIN OPERATED CAR WASH, IN LINE WITH THE APPROXIMATE
 EK0715'EXTENDED CENTER OF A DIRT ROAD LEADING SOUTHEAST, 15.4 METERS
 EK0715'(50.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY 71, 1.2 METERS
 EK0715'(4.0 FT) SOUTHWEST OF A GUYED POWERLINE POLE WITH A YELLOW PAINTED
 EK0715'BASE AND A TRANSFORMER AND STREET LIGHT ATTACHED, 19.7 METERS
 EK0715'(64.5 FT) NORTH OF THE NORTHWEST CORNER OF THE WEST HEADWALL OF A
 EK0715'6-FEET PIPE CULVERT UNDER HIGHWAY 71, AND 7.0 METERS (23.0 FT)
 EK0715'NORTHEAST OF AN ARKLA GAS WARNING SIGN AND REGULATOR METER.  NOTE,
 EK0715'DRIVEN TO REFUSAL.
 EK0715'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 EK0715'THE MARK IS 0.15 M BELOW HIGHWAY.
 EK0715
 EK0715                          STATION RECOVERY (1987)
 EK0715
 EK0715'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0715'RECOVERED IN GOOD CONDITION.
 EK0715
 EK0715                          STATION RECOVERY (1988)
 EK0715
 EK0715'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0715'RECOVERED IN GOOD CONDITION.
 EK0715
 EK0715                          STATION RECOVERY (1989)
 EK0715
 EK0715'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0715'RECOVERED IN GOOD CONDITION.
 EK0715
 EK0715                          STATION RECOVERY (1990)
 EK0715
 EK0715'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0739 ***********************************************************************
 EK0739  DESIGNATION -  Y 301
 EK0739  PID         -  EK0739
 EK0739  STATE/COUNTY-  AR/POLK
 EK0739  USGS QUAD   -  WICKES (1985)
 EK0739
 EK0739                         *CURRENT SURVEY CONTROL
 EK0739  ___________________________________________________________________
 EK0739* NAD 83(1986)-  34 18 04.     (N)    094 19 15.     (W)     SCALED    
 EK0739* NAVD 88     -       303.341  (meters)     995.21   (feet)  ADJUSTED  
 EK0739  ___________________________________________________________________
 EK0739  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EK0739  DYNAMIC HT  -         303.024 (meters)     994.17  (feet)  COMP
 EK0739  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 EK0739
 EK0739  VERT ORDER  -  FIRST     CLASS II
 EK0739
 EK0739.The horizontal coordinates were scaled from a topographic map and have
 EK0739.an estimated accuracy of +/- 6 seconds.
 EK0739
 EK0739.The orthometric height was determined by differential leveling
 EK0739.and adjusted by the National Geodetic Survey in June 1991..
 EK0739
 EK0739.The geoid height was determined by GEOID03.
 EK0739
 EK0739.The dynamic height is computed by dividing the NAVD 88
 EK0739.geopotential number by the normal gravity value computed on the
 EK0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0739.degrees latitude (g = 980.6199 gals.).
 EK0739
 EK0739.The modeled gravity was interpolated from observed gravity values.
 EK0739
 EK0739;                    North         East    Units  Estimated Accuracy
 EK0739;SPC AR S     -   583,700.      186,380.      MT  (+/- 180 meters Scaled)
 EK0739
 EK0739                          SUPERSEDED SURVEY CONTROL
 EK0739
 EK0739.No superseded survey control is available for this station.
 EK0739
 EK0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT784963(NAD 83)
 EK0739_MARKER: DB = BENCH MARK DISK
 EK0739_SETTING: 66 = SET IN ROCK OUTCROP
 EK0739_SP_SET: ROCK OUTCROP
 EK0739_STAMPING: Y 301 1985
 EK0739_MARK LOGO: NGS   
 EK0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0739+STABILITY: POSITION/ELEVATION WELL
 EK0739
 EK0739  HISTORY     - Date     Condition        Report By
 EK0739  HISTORY     - 1985     MONUMENTED       NGS
 EK0739  HISTORY     - 1987     GOOD             USPSQD
 EK0739  HISTORY     - 1988     GOOD             USPSQD
 EK0739  HISTORY     - 1989     GOOD             USPSQD
 EK0739  HISTORY     - 1990     GOOD             USPSQD
 EK0739
 EK0739                          STATION DESCRIPTION
 EK0739
 EK0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0739'1.9 KM (1.15 MI) EAST FROM WICKES.
 EK0739'0.16 KM (0.1 MI) NORTH ALONG FIRST STREET FROM THE POST OFFICE IN
 EK0739'WICKES, THENCE 1.7 KM (1.05 MI) EAST ALONG STATE ROUTE 4, NEAR THE
 EK0739'EAST END OF A LOW CUTBANK, SET IN TOP AND ABOUT CENTER OF A 3 BY 4
 EK0739'FEET ROCK OUTCROP IN THE SIDE OF THE CUTBANK, 8.5 METERS (28.0 FT)
 EK0739'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 46.6 METERS (153.0 FT)
 EK0739'EAST-SOUTHEAST OF A POWERLINE POLE WITH A TRANSFORMER ATTACHED.
 EK0739'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 EK0739'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EK0739
 EK0739                          STATION RECOVERY (1987)
 EK0739
 EK0739'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0739'RECOVERED IN GOOD CONDITION.
 EK0739
 EK0739                          STATION RECOVERY (1988)
 EK0739
 EK0739'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0739'RECOVERED IN GOOD CONDITION.
 EK0739
 EK0739                          STATION RECOVERY (1989)
 EK0739
 EK0739'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0739'RECOVERED IN GOOD CONDITION.
 EK0739
 EK0739                          STATION RECOVERY (1990)
 EK0739
 EK0739'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1052 ***********************************************************************
 DM1052  DESIGNATION -  Y 302
 DM1052  PID         -  DM1052
 DM1052  STATE/COUNTY-  AR/SEVIER
 DM1052  USGS QUAD   -  HORATIO (1975)
 DM1052
 DM1052                         *CURRENT SURVEY CONTROL
 DM1052  ___________________________________________________________________
 DM1052* NAD 83(1986)-  33 58 15.     (N)    094 19 52.     (W)     SCALED    
 DM1052* NAVD 88     -       161.415  (meters)     529.58   (feet)  ADJUSTED  
 DM1052  ___________________________________________________________________
 DM1052  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DM1052  DYNAMIC HT  -         161.249 (meters)     529.03  (feet)  COMP
 DM1052  MODELED GRAV-     979,605.1   (mgal)                       NAVD 88
 DM1052
 DM1052  VERT ORDER  -  FIRST     CLASS II
 DM1052
 DM1052.The horizontal coordinates were scaled from a topographic map and have
 DM1052.an estimated accuracy of +/- 6 seconds.
 DM1052
 DM1052.The orthometric height was determined by differential leveling
 DM1052.and adjusted by the National Geodetic Survey in June 1991..
 DM1052
 DM1052.The geoid height was determined by GEOID03.
 DM1052
 DM1052.The dynamic height is computed by dividing the NAVD 88
 DM1052.geopotential number by the normal gravity value computed on the
 DM1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1052.degrees latitude (g = 980.6199 gals.).
 DM1052
 DM1052.The modeled gravity was interpolated from observed gravity values.
 DM1052
 DM1052;                    North         East    Units  Estimated Accuracy
 DM1052;SPC AR S     -   547,100.      184,600.      MT  (+/- 180 meters Scaled)
 DM1052
 DM1052                          SUPERSEDED SURVEY CONTROL
 DM1052
 DM1052.No superseded survey control is available for this station.
 DM1052
 DM1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT770597(NAD 83)
 DM1052_MARKER: I = METAL ROD
 DM1052_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1052_SP_SET: STAINLESS STEEL ROD
 DM1052_STAMPING: Y 302 1985
 DM1052_MARK LOGO: NGS   
 DM1052_PROJECTION: FLUSH
 DM1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1052_ROD/PIPE-DEPTH: 7.9  meters
 DM1052
 DM1052  HISTORY     - Date     Condition        Report By
 DM1052  HISTORY     - 1985     MONUMENTED       NGS
 DM1052  HISTORY     - 1987     GOOD             USPSQD
 DM1052  HISTORY     - 1988     GOOD             USPSQD
 DM1052  HISTORY     - 1989     GOOD             USPSQD
 DM1052  HISTORY     - 1990     GOOD             USPSQD
 DM1052  HISTORY     - 19920823 GOOD             USPSQD
 DM1052
 DM1052                          STATION DESCRIPTION
 DM1052
 DM1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1052'10.3 KM (6.45 MI) SOUTH FROM DE QUEEN.
 DM1052'10.32 KM (6.45 MI) SOUTHERLY ALONG STATE ROUTE 41 FROM THE JUNCTION OF
 DM1052'U.S. HIGHWAYS 71 AND 70 IN DE QUEEN, AT SENIOR ROAD LEADING WEST AND A
 DM1052'PRIVATE DRIVE LEADING EAST TO A BRICK RANCH TYPE HOME, 12.5 METERS
 DM1052'(41.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 41, 6.4 METERS (21.0 FT)
 DM1052'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVEL DRIVE, 0.61 METERS
 DM1052'(2.0 FT) NORTHWEST OF A WOODEN CORNER FENCE POST, 9.1 METERS (30.0 FT)
 DM1052'NORTH OF A 24-INCH OAK TREE, 22.0 METERS (72.0 FT) WEST OF A TWIN
 DM1052'TRUNK OAK TREE, 19.2 METERS (63.0 FT) NORTH OF THE APPROXIMATE CENTER
 DM1052'OF A GRAVEL ROAD LEADING EAST, AND 8.2 METERS (27.0 FT) SOUTH OF THE
 DM1052'APPROXIMATE CENTER OF THE EXTENDED CENTER OF SENIOR ROAD LEADING WEST.
 DM1052'NOTE, DRIVEN TO REFUSAL.
 DM1052'THE MARK IS 1.1 METERS  N FROM A WITNESS POST.
 DM1052'THE MARK IS 0.91 M BELOW STATE ROUTE 41.
 DM1052
 DM1052                          STATION RECOVERY (1987)
 DM1052
 DM1052'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1052'RECOVERED IN GOOD CONDITION.
 DM1052
 DM1052                          STATION RECOVERY (1988)
 DM1052
 DM1052'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1052'RECOVERED IN GOOD CONDITION.
 DM1052
 DM1052                          STATION RECOVERY (1989)
 DM1052
 DM1052'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1052'RECOVERED IN GOOD CONDITION.
 DM1052
 DM1052                          STATION RECOVERY (1990)
 DM1052
 DM1052'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1052'RECOVERED IN GOOD CONDITION.
 DM1052
 DM1052                          STATION RECOVERY (1992)
 DM1052
 DM1052'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1088 ***********************************************************************
 DM1088  DESIGNATION -  Y 303
 DM1088  PID         -  DM1088
 DM1088  STATE/COUNTY-  AR/LITTLE RIVER
 DM1088  USGS QUAD   -  ASHDOWN EAST (1975)
 DM1088
 DM1088                         *CURRENT SURVEY CONTROL
 DM1088  ___________________________________________________________________
 DM1088* NAD 83(1986)-  33 39 57.     (N)    094 07 23.     (W)     SCALED    
 DM1088* NAVD 88     -       100.676  (meters)     330.30   (feet)  ADJUSTED  
 DM1088  ___________________________________________________________________
 DM1088  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1088  DYNAMIC HT  -         100.572 (meters)     329.96  (feet)  COMP
 DM1088  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 DM1088
 DM1088  VERT ORDER  -  FIRST     CLASS II
 DM1088
 DM1088.The horizontal coordinates were scaled from a topographic map and have
 DM1088.an estimated accuracy of +/- 6 seconds.
 DM1088
 DM1088.The orthometric height was determined by differential leveling
 DM1088.and adjusted by the National Geodetic Survey in June 1991..
 DM1088
 DM1088.The geoid height was determined by GEOID03.
 DM1088
 DM1088.The dynamic height is computed by dividing the NAVD 88
 DM1088.geopotential number by the normal gravity value computed on the
 DM1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1088.degrees latitude (g = 980.6199 gals.).
 DM1088
 DM1088.The modeled gravity was interpolated from observed gravity values.
 DM1088
 DM1088;                    North         East    Units  Estimated Accuracy
 DM1088;SPC AR S     -   512,860.      203,120.      MT  (+/- 180 meters Scaled)
 DM1088
 DM1088                          SUPERSEDED SURVEY CONTROL
 DM1088
 DM1088.No superseded survey control is available for this station.
 DM1088
 DM1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT958256(NAD 83)
 DM1088_MARKER: I = METAL ROD
 DM1088_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1088_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1088_STAMPING: Y 303 1985
 DM1088_MARK LOGO: NGS   
 DM1088_PROJECTION: FLUSH
 DM1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1088+STABILITY: POSITION/ELEVATION WELL
 DM1088_ROD/PIPE-DEPTH: 14.6 meters
 DM1088_SLEEVE-DEPTH  : 6.1 meters
 DM1088
 DM1088  HISTORY     - Date     Condition        Report By
 DM1088  HISTORY     - 1985     MONUMENTED       NGS
 DM1088  HISTORY     - 1987     GOOD             USPSQD
 DM1088  HISTORY     - 1988     GOOD             USPSQD
 DM1088  HISTORY     - 1989     GOOD             USPSQD
 DM1088  HISTORY     - 1990     GOOD             USPSQD
 DM1088  HISTORY     - 19920823 GOOD             USPSQD
 DM1088
 DM1088                          STATION DESCRIPTION
 DM1088
 DM1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1088'1.3 KM (0.8 MI) SE FROM ASHDOWN.
 DM1088'1.3 KM (0.8 MI) SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 59 FROM THE
 DM1088'JUNCTION OF STATE ROUTE 32 WEST (MAIN STREET) IN ASHDOWN, SET IN THE
 DM1088'SOUTHWEST LAWN AND NEAR THE BILLBOARD PLANTER SIGN OF THE FIRST
 DM1088'NATIONAL BANK, 12.0 METERS (39.5 FT) NORTHEAST OF THE U.S. HIGHWAYS 71
 DM1088'AND 59 NORTHBOUND CURB, 0.94 METERS (3.1 FT) SOUTHWEST OF THE
 DM1088'SOUTHWEST CURB OF THE BANK PARKING LOT, 3.5 METERS (11.5 FT) NORTHWEST
 DM1088'OF THE NORTH CORNER OF THE BRICK PLANTER BANK SIGN, 14.7 METERS
 DM1088'(48.2 FT) EAST-SOUTHEAST OF A PARKING LOT STREET LIGHT, AND
 DM1088'18.7 METERS (61.2 FT) SOUTHWEST OF THE SOUTHWEST WALL OF THE BANK
 DM1088'BUILDING.  NOTE, DRIVEN TO REQUIRED RATE.
 DM1088'THE MARK IS 0.15 M ABOVE PARKING LOT SURFACE.
 DM1088
 DM1088                          STATION RECOVERY (1987)
 DM1088
 DM1088'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1088'RECOVERED IN GOOD CONDITION.
 DM1088
 DM1088                          STATION RECOVERY (1988)
 DM1088
 DM1088'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1088'RECOVERED IN GOOD CONDITION.
 DM1088
 DM1088                          STATION RECOVERY (1989)
 DM1088
 DM1088'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1088'RECOVERED IN GOOD CONDITION.
 DM1088
 DM1088                          STATION RECOVERY (1990)
 DM1088
 DM1088'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1088'RECOVERED IN GOOD CONDITION.
 DM1088
 DM1088                          STATION RECOVERY (1992)
 DM1088
 DM1088'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1093 ***********************************************************************
 DM1093  DESIGNATION -  Y 307
 DM1093  PID         -  DM1093
 DM1093  STATE/COUNTY-  AR/LITTLE RIVER
 DM1093  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1093
 DM1093                         *CURRENT SURVEY CONTROL
 DM1093  ___________________________________________________________________
 DM1093* NAD 83(1986)-  33 39 52.     (N)    094 14 49.     (W)     SCALED    
 DM1093* NAVD 88     -       102.432  (meters)     336.06   (feet)  ADJUSTED  
 DM1093  ___________________________________________________________________
 DM1093  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DM1093  DYNAMIC HT  -         102.326 (meters)     335.71  (feet)  COMP
 DM1093  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 DM1093
 DM1093  VERT ORDER  -  FIRST     CLASS II
 DM1093
 DM1093.The horizontal coordinates were scaled from a topographic map and have
 DM1093.an estimated accuracy of +/- 6 seconds.
 DM1093
 DM1093.The orthometric height was determined by differential leveling
 DM1093.and adjusted by the National Geodetic Survey in June 1991..
 DM1093
 DM1093.The geoid height was determined by GEOID03.
 DM1093
 DM1093.The dynamic height is computed by dividing the NAVD 88
 DM1093.geopotential number by the normal gravity value computed on the
 DM1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1093.degrees latitude (g = 980.6199 gals.).
 DM1093
 DM1093.The modeled gravity was interpolated from observed gravity values.
 DM1093
 DM1093;                    North         East    Units  Estimated Accuracy
 DM1093;SPC AR S     -   512,950.      191,630.      MT  (+/- 180 meters Scaled)
 DM1093
 DM1093                          SUPERSEDED SURVEY CONTROL
 DM1093
 DM1093.No superseded survey control is available for this station.
 DM1093
 DM1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT843256(NAD 83)
 DM1093_MARKER: I = METAL ROD
 DM1093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1093_SP_SET: STAINLESS STEEL ROD
 DM1093_STAMPING: Y 307 1985
 DM1093_MARK LOGO: NGS   
 DM1093_PROJECTION: FLUSH
 DM1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1093_ROD/PIPE-DEPTH: 10.4 meters
 DM1093
 DM1093  HISTORY     - Date     Condition        Report By
 DM1093  HISTORY     - 1985     MONUMENTED       NGS
 DM1093  HISTORY     - 19971025 GOOD             USPSQD
 DM1093  HISTORY     - 20040922 GOOD             NGS
 DM1093
 DM1093                          STATION DESCRIPTION
 DM1093
 DM1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1093'12.0 KM (7.45 MI) WEST FROM ASHDOWN.
 DM1093'12.0 KM (7.45 MI) WESTERLY ALONG STATE HIGHWAY 32 FROM ITS NORTH
 DM1093'JUNCTION WITH U.S. HIGHWAY 71 IN ASHDOWN, 0.4 KM (0.25 MI) WEST OF A
 DM1093'SMALL HIGHWAY BRIDGE SPANNING HEMPHILL CREEK, 11.6 M (38.1 FT) NORTH
 DM1093'OF THE CENTERLINE OF THE HIGHWAY, 11.4 M (37.4 FT) EAST OF THE CENTER
 DM1093'OF A DRIVEWAY LEADING NORTH TO A HOUSE, AND 6.4 M (21.0 FT) EAST OF A
 DM1093'FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DM1093'LOGO CAP.
 DM1093'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1093'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DM1093
 DM1093                          STATION RECOVERY (1997)
 DM1093
 DM1093'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1093'RECOVERED IN GOOD CONDITION.
 DM1093
 DM1093                          STATION RECOVERY (2004)
 DM1093
 DM1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW)
 DM1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1263 ***********************************************************************
 GE1263  DESIGNATION -  Y 308
 GE1263  PID         -  GE1263
 GE1263  STATE/COUNTY-  AR/FULTON
 GE1263  USGS QUAD   -  WIRTH (1968)
 GE1263
 GE1263                         *CURRENT SURVEY CONTROL
 GE1263  ___________________________________________________________________
 GE1263* NAD 83(1986)-  36 23 36.     (N)    091 29 08.     (W)     SCALED    
 GE1263* NAVD 88     -       191.843  (meters)     629.40   (feet)  ADJUSTED  
 GE1263  ___________________________________________________________________
 GE1263  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE1263  DYNAMIC HT  -         191.683 (meters)     628.88  (feet)  COMP
 GE1263  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 GE1263
 GE1263  VERT ORDER  -  FIRST     CLASS II
 GE1263
 GE1263.The horizontal coordinates were scaled from a topographic map and have
 GE1263.an estimated accuracy of +/- 6 seconds.
 GE1263
 GE1263.The orthometric height was determined by differential leveling
 GE1263.and adjusted by the National Geodetic Survey in January 1995..
 GE1263
 GE1263.The geoid height was determined by GEOID03.
 GE1263
 GE1263.The dynamic height is computed by dividing the NAVD 88
 GE1263.geopotential number by the normal gravity value computed on the
 GE1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1263.degrees latitude (g = 980.6199 gals.).
 GE1263
 GE1263.The modeled gravity was interpolated from observed gravity values.
 GE1263
 GE1263;                    North         East    Units  Estimated Accuracy
 GE1263;SPC AR N     -   228,670.      446,150.      MT  (+/- 180 meters Scaled)
 GE1263
 GE1263                          SUPERSEDED SURVEY CONTROL
 GE1263
 GE1263  NGVD 29 (10/05/93)  191.728  (m)          629.03   (f) ADJUSTED    1 2
 GE1263
 GE1263.Superseded values are not recommended for survey control.
 GE1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1263.See file dsdata.txt to determine how the superseded data were derived.
 GE1263
 GE1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA358286(NAD 83)
 GE1263_MARKER: DV = VERTICAL CONTROL DISK
 GE1263_SETTING: 66 = SET IN ROCK OUTCROP
 GE1263_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1263_STAMPING: Y 308 1990
 GE1263_MARK LOGO: NGS   
 GE1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1263+STABILITY: POSITION/ELEVATION WELL
 GE1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1263+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1263
 GE1263  HISTORY     - Date     Condition        Report By
 GE1263  HISTORY     - 1990     MONUMENTED       NGS
 GE1263
 GE1263                          STATION DESCRIPTION
 GE1263
 GE1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1263'10.7 KM (6.65 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1263'U.S. HIGHWAY 62 IN HARDY, IN A 3 BY 5-FOOT EXPOSED AREA OF BEDROCK IN
 GE1263'A HIGHWAY CUT, 105.0 M (344.5 FT) NORTHWEST OF THE CENTER OF A COUNTY
 GE1263'ROAD LEADING NORTH, 8.0 M (26.2 FT) SOUTHWEST OF THE HIGHWAY
 GE1263'CENTERLINE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M
 GE1263'(1.6 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0969 ***********************************************************************
 GF0969  DESIGNATION -  Y 309
 GF0969  PID         -  GF0969
 GF0969  STATE/COUNTY-  AR/BENTON
 GF0969  USGS QUAD   -  GARFIELD (1976)
 GF0969
 GF0969                         *CURRENT SURVEY CONTROL
 GF0969  ___________________________________________________________________
 GF0969* NAD 83(1986)-  36 27 28.     (N)    093 57 26.     (W)     SCALED    
 GF0969* NAVD 88     -       446.586  (meters)    1465.17   (feet)  ADJUSTED  
 GF0969  ___________________________________________________________________
 GF0969  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0969  DYNAMIC HT  -         446.192 (meters)    1463.88  (feet)  COMP
 GF0969  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 GF0969
 GF0969  VERT ORDER  -  FIRST     CLASS II
 GF0969
 GF0969.The horizontal coordinates were scaled from a topographic map and have
 GF0969.an estimated accuracy of +/- 6 seconds.
 GF0969
 GF0969.The orthometric height was determined by differential leveling
 GF0969.and adjusted by the National Geodetic Survey in June 1991..
 GF0969
 GF0969.The geoid height was determined by GEOID03.
 GF0969
 GF0969.The dynamic height is computed by dividing the NAVD 88
 GF0969.geopotential number by the normal gravity value computed on the
 GF0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0969.degrees latitude (g = 980.6199 gals.).
 GF0969
 GF0969.The modeled gravity was interpolated from observed gravity values.
 GF0969
 GF0969;                    North         East    Units  Estimated Accuracy
 GF0969;SPC AR N     -   237,450.      224,560.      MT  (+/- 180 meters Scaled)
 GF0969
 GF0969                          SUPERSEDED SURVEY CONTROL
 GF0969
 GF0969  NGVD 29 (10/05/93)  446.427  (m)         1464.65   (f) ADJUSTED    1 2
 GF0969
 GF0969.Superseded values are not recommended for survey control.
 GF0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0969.See file dsdata.txt to determine how the superseded data were derived.
 GF0969
 GF0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA142351(NAD 83)
 GF0969_MARKER: DV = VERTICAL CONTROL DISK
 GF0969_SETTING: 66 = SET IN ROCK OUTCROP
 GF0969_SP_SET: IN A DRILL HOLE IN BEDROCK
 GF0969_STAMPING: Y 309 1989
 GF0969_MARK LOGO: NGS   
 GF0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0969+STABILITY: POSITION/ELEVATION WELL
 GF0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0969+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0969
 GF0969  HISTORY     - Date     Condition        Report By
 GF0969  HISTORY     - 1989     MONUMENTED       NGS
 GF0969
 GF0969                          STATION DESCRIPTION
 GF0969
 GF0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0969'2.0 KM (1.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 62 FROM THE POST
 GF0969'OFFICE IN GARFIELD, IN THE NORTHWEST END OF A 3 BY 15 FOOT EXPOSED
 GF0969'AREA OF BEDROCK, 34.4 M (112.9 FT) SOUTHWEST OF THE CENTER OF A
 GF0969'GRAVEL ROAD, 9.0 M (29.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GF0969'HIGHWAY, 5.0 M (16.4 FT) NORTH OF UTILITY POLE NUMBER 300 LP4 3, 1.0
 GF0969'M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT)
 GF0969'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0134 ***********************************************************************
 GG0134  DESIGNATION -  Y 31
 GG0134  PID         -  GG0134
 GG0134  STATE/COUNTY-  AR/BENTON
 GG0134  USGS QUAD   -  GRAVETTE (1981)
 GG0134
 GG0134                         *CURRENT SURVEY CONTROL
 GG0134  ___________________________________________________________________
 GG0134* NAD 83(1986)-  36 25 07.     (N)    094 27 21.     (W)     SCALED    
 GG0134* NAVD 88     -       365.363  (meters)    1198.70   (feet)  ADJUSTED  
 GG0134  ___________________________________________________________________
 GG0134  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GG0134  DYNAMIC HT  -         365.055 (meters)    1197.68  (feet)  COMP
 GG0134  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GG0134
 GG0134  VERT ORDER  -  SECOND    CLASS 0
 GG0134
 GG0134.The horizontal coordinates were scaled from a topographic map and have
 GG0134.an estimated accuracy of +/- 6 seconds.
 GG0134
 GG0134.The orthometric height was determined by differential leveling
 GG0134.and adjusted by the National Geodetic Survey in June 1991..
 GG0134
 GG0134.The geoid height was determined by GEOID03.
 GG0134
 GG0134.The dynamic height is computed by dividing the NAVD 88
 GG0134.geopotential number by the normal gravity value computed on the
 GG0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0134.degrees latitude (g = 980.6199 gals.).
 GG0134
 GG0134.The modeled gravity was interpolated from observed gravity values.
 GG0134
 GG0134;                    North         East    Units  Estimated Accuracy
 GG0134;SPC AR N     -   234,100.      179,760.      MT  (+/- 180 meters Scaled)
 GG0134
 GG0134                          SUPERSEDED SURVEY CONTROL
 GG0134
 GG0134  NGVD 29 (??/??/92)  365.237  (m)         1198.28   (f) ADJ UNCH    2 0
 GG0134
 GG0134.Superseded values are not recommended for survey control.
 GG0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0134.See file dsdata.txt to determine how the superseded data were derived.
 GG0134
 GG0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA694313(NAD 83)
 GG0134_MARKER: DB = BENCH MARK DISK
 GG0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0134_STAMPING: Y-31 1934
 GG0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0134+STABILITY: SURFACE MOTION
 GG0134
 GG0134  HISTORY     - Date     Condition        Report By
 GG0134  HISTORY     - 1934     MONUMENTED       CGS
 GG0134  HISTORY     - 1961     MARK NOT FOUND   NGS
 GG0134
 GG0134                          STATION DESCRIPTION
 GG0134
 GG0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0134'AT GRAVETTE.
 GG0134'AT CROSSING SOUTH OF KANSAS CITY SOUTHERN RAILROAD STATION.  50
 GG0134'FEET NORTH OF TRACK, 30 FEET WEST OF CROSSING, IN FENCE LINE.
 GG0134
 GG0134                          STATION RECOVERY (1961)
 GG0134
 GG0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1248 ***********************************************************************
 FH1248  DESIGNATION -  Y 310
 FH1248  PID         -  FH1248
 FH1248  STATE/COUNTY-  AR/WASHINGTON
 FH1248  USGS QUAD   -  WEST FORK (1994)
 FH1248
 FH1248                         *CURRENT SURVEY CONTROL
 FH1248  ___________________________________________________________________
 FH1248* NAD 83(1986)-  35 54 46.     (N)    094 10 43.     (W)     SCALED    
 FH1248* NAVD 88     -       409.920  (meters)    1344.88   (feet)  ADJUSTED  
 FH1248  ___________________________________________________________________
 FH1248  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH1248  DYNAMIC HT  -         409.542 (meters)    1343.64  (feet)  COMP
 FH1248  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 FH1248
 FH1248  VERT ORDER  -  FIRST     CLASS II
 FH1248
 FH1248.The horizontal coordinates were scaled from a topographic map and have
 FH1248.an estimated accuracy of +/- 6 seconds.
 FH1248
 FH1248.The orthometric height was determined by differential leveling
 FH1248.and adjusted by the National Geodetic Survey in June 1991..
 FH1248
 FH1248.The geoid height was determined by GEOID03.
 FH1248
 FH1248.The dynamic height is computed by dividing the NAVD 88
 FH1248.geopotential number by the normal gravity value computed on the
 FH1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1248.degrees latitude (g = 980.6199 gals.).
 FH1248
 FH1248.The modeled gravity was interpolated from observed gravity values.
 FH1248
 FH1248;                    North         East    Units  Estimated Accuracy
 FH1248;SPC AR N     -   177,400.      203,380.      MT  (+/- 180 meters Scaled)
 FH1248
 FH1248                          SUPERSEDED SURVEY CONTROL
 FH1248
 FH1248  NGVD 29 (10/05/93)  409.760  (m)         1344.35   (f) ADJUSTED    1 2
 FH1248
 FH1248.Superseded values are not recommended for survey control.
 FH1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1248.See file dsdata.txt to determine how the superseded data were derived.
 FH1248
 FH1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV936749(NAD 83)
 FH1248_MARKER: DV = VERTICAL CONTROL DISK
 FH1248_SETTING: 66 = SET IN ROCK OUTCROP
 FH1248_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1248_STAMPING: Y 310 1989
 FH1248_MARK LOGO: NGS   
 FH1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1248+STABILITY: POSITION/ELEVATION WELL
 FH1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1248+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1248
 FH1248  HISTORY     - Date     Condition        Report By
 FH1248  HISTORY     - 1989     MONUMENTED       NGS
 FH1248  HISTORY     - 19990515 GOOD             USPSQD
 FH1248
 FH1248                          STATION DESCRIPTION
 FH1248
 FH1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1248'2.0 KM (1.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 FH1248'OF STATE HIGHWAY 170 IN WEST FORK, NEAR THE CENTER OF A 2 BY 14 FOOT
 FH1248'AREA OF OUTCROPPING BEDROCK.  41.2 M (135.2 FT) SOUTHEAST OF MILE
 FH1248'POST 14, 18.7 M (61.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.5
 FH1248'M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH
 FH1248'OF A WITNESS POST.
 FH1248
 FH1248                          STATION RECOVERY (1999)
 FH1248
 FH1248'RECOVERY NOTE BY US POWER SQUADRON 1999
 FH1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1216 ***********************************************************************
 FH1216  DESIGNATION -  Y 311
 FH1216  PID         -  FH1216
 FH1216  STATE/COUNTY-  AR/CRAWFORD
 FH1216  USGS QUAD   -  MOUNTAINBURG SW (1983)
 FH1216
 FH1216                         *CURRENT SURVEY CONTROL
 FH1216  ___________________________________________________________________
 FH1216* NAD 83(1986)-  35 35 11.     (N)    094 13 24.     (W)     SCALED    
 FH1216* NAVD 88     -       194.972  (meters)     639.67   (feet)  ADJUSTED  
 FH1216  ___________________________________________________________________
 FH1216  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FH1216  DYNAMIC HT  -         194.790 (meters)     639.07  (feet)  COMP
 FH1216  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 FH1216
 FH1216  VERT ORDER  -  FIRST     CLASS II
 FH1216
 FH1216.The horizontal coordinates were scaled from a topographic map and have
 FH1216.an estimated accuracy of +/- 6 seconds.
 FH1216
 FH1216.The orthometric height was determined by differential leveling
 FH1216.and adjusted by the National Geodetic Survey in June 1991..
 FH1216
 FH1216.The geoid height was determined by GEOID03.
 FH1216
 FH1216.The dynamic height is computed by dividing the NAVD 88
 FH1216.geopotential number by the normal gravity value computed on the
 FH1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1216.degrees latitude (g = 980.6199 gals.).
 FH1216
 FH1216.The modeled gravity was interpolated from observed gravity values.
 FH1216
 FH1216;                    North         East    Units  Estimated Accuracy
 FH1216;SPC AR N     -   141,290.      198,530.      MT  (+/- 180 meters Scaled)
 FH1216
 FH1216                          SUPERSEDED SURVEY CONTROL
 FH1216
 FH1216  NGVD 29 (10/05/93)  194.852  (m)          639.28   (f) ADJUSTED    1 2
 FH1216
 FH1216.Superseded values are not recommended for survey control.
 FH1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1216.See file dsdata.txt to determine how the superseded data were derived.
 FH1216
 FH1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV891387(NAD 83)
 FH1216_MARKER: DV = VERTICAL CONTROL DISK
 FH1216_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH1216_SP_SET: ABUTMENT
 FH1216_STAMPING: Y 311 1989
 FH1216_MARK LOGO: NGS   
 FH1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1216+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1216
 FH1216  HISTORY     - Date     Condition        Report By
 FH1216  HISTORY     - 1989     MONUMENTED       NGS
 FH1216
 FH1216                          STATION DESCRIPTION
 FH1216
 FH1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1216'6.8 KM (4.25 MI) SOUTHWESTERLY ALONG THE ARKANSAS AND MISSOURI
 FH1216'RAILROAD FROM THE JUNCTION OF STATE HIGHWAY 282 IN MOUNTAINBURG, ON
 FH1216'TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF A 6X6
 FH1216'FOOT LEDGE OF THE NORTHEAST ABUTMENT OF A RAILROAD BRIDGE SPANNING
 FH1216'FROG BAYOU, 32.0 M (105.0 FT) SOUTHEAST OF CENTERLINE OF THE HIGHWAY,
 FH1216'2.5 M (8.2 FT) NORTHWEST OF THE NEAR RAIL, AND 2.1 M (6.9 FT) BELOW
 FH1216'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1241 ***********************************************************************
 FH1241  DESIGNATION -  Y 312
 FH1241  PID         -  FH1241
 FH1241  STATE/COUNTY-  AR/WASHINGTON
 FH1241  USGS QUAD   -  BRENTWOOD (1983)
 FH1241
 FH1241                         *CURRENT SURVEY CONTROL
 FH1241  ___________________________________________________________________
 FH1241* NAD 83(1986)-  35 49 34.     (N)    094 07 15.     (W)     SCALED    
 FH1241* NAVD 88     -       495.835  (meters)    1626.75   (feet)  ADJUSTED  
 FH1241  ___________________________________________________________________
 FH1241  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FH1241  DYNAMIC HT  -         495.366 (meters)    1625.21  (feet)  COMP
 FH1241  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 FH1241
 FH1241  VERT ORDER  -  FIRST     CLASS II
 FH1241
 FH1241.The horizontal coordinates were scaled from a topographic map and have
 FH1241.an estimated accuracy of +/- 6 seconds.
 FH1241
 FH1241.The orthometric height was determined by differential leveling
 FH1241.and adjusted by the National Geodetic Survey in June 1991..
 FH1241
 FH1241.The geoid height was determined by GEOID03.
 FH1241
 FH1241.The dynamic height is computed by dividing the NAVD 88
 FH1241.geopotential number by the normal gravity value computed on the
 FH1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1241.degrees latitude (g = 980.6199 gals.).
 FH1241
 FH1241.The modeled gravity was interpolated from observed gravity values.
 FH1241
 FH1241;                    North         East    Units  Estimated Accuracy
 FH1241;SPC AR N     -   167,680.      208,380.      MT  (+/- 180 meters Scaled)
 FH1241
 FH1241                          SUPERSEDED SURVEY CONTROL
 FH1241
 FH1241  NGVD 29 (10/05/93)  495.676  (m)         1626.23   (f) ADJUSTED    1 2
 FH1241
 FH1241.Superseded values are not recommended for survey control.
 FH1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1241.See file dsdata.txt to determine how the superseded data were derived.
 FH1241
 FH1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV987652(NAD 83)
 FH1241_MARKER: DV = VERTICAL CONTROL DISK
 FH1241_SETTING: 66 = SET IN ROCK OUTCROP
 FH1241_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1241_STAMPING: Y 312 1989
 FH1241_MARK LOGO: NGS   
 FH1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1241+STABILITY: POSITION/ELEVATION WELL
 FH1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1241+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 FH1241
 FH1241  HISTORY     - Date     Condition        Report By
 FH1241  HISTORY     - 1989     MONUMENTED       NGS
 FH1241  HISTORY     - 20030623 GOOD             ARHD
 FH1241
 FH1241                          STATION DESCRIPTION
 FH1241
 FH1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1241'4.4 KM (2.75 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1241'WITH STATE HIGHWAY 74 IN WINSLOW, IN THE SOUTHWESTERN 1/3 OF AN
 FH1241'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 13.9 M (45.6 FT) SOUTHEAST
 FH1241'OF THE CENTERLINE OF THE HIGHWAY, 5.4 M (17.7 FT) NORTHEAST OF THE
 FH1241'CENTER OF A DRIVEWAY LEADING EAST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 FH1241'THE HIGHWAY, AND 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST.
 FH1241
 FH1241                          STATION RECOVERY (2003)
 FH1241
 FH1241'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 FH1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2193 ***********************************************************************
 FF2193  DESIGNATION -  Y 314
 FF2193  PID         -  FF2193
 FF2193  STATE/COUNTY-  AR/CRAIGHEAD
 FF2193  USGS QUAD   -  TRUMANN (1983)
 FF2193
 FF2193                         *CURRENT SURVEY CONTROL
 FF2193  ___________________________________________________________________
 FF2193* NAD 83(1986)-  35 44 35.     (N)    090 33 46.     (W)     SCALED    
 FF2193* NAVD 88     -        68.811  (meters)     225.76   (feet)  ADJUSTED  
 FF2193  ___________________________________________________________________
 FF2193  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FF2193  DYNAMIC HT  -          68.752 (meters)     225.56  (feet)  COMP
 FF2193  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 FF2193
 FF2193  VERT ORDER  -  FIRST     CLASS II
 FF2193
 FF2193.The horizontal coordinates were scaled from a topographic map and have
 FF2193.an estimated accuracy of +/- 6 seconds.
 FF2193
 FF2193.The orthometric height was determined by differential leveling
 FF2193.and adjusted by the National Geodetic Survey in January 1995..
 FF2193
 FF2193.The geoid height was determined by GEOID03.
 FF2193
 FF2193.The dynamic height is computed by dividing the NAVD 88
 FF2193.geopotential number by the normal gravity value computed on the
 FF2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2193.degrees latitude (g = 980.6199 gals.).
 FF2193
 FF2193.The modeled gravity was interpolated from observed gravity values.
 FF2193
 FF2193;                    North         East    Units  Estimated Accuracy
 FF2193;SPC AR N     -   157,350.      529,990.      MT  (+/- 180 meters Scaled)
 FF2193
 FF2193                          SUPERSEDED SURVEY CONTROL
 FF2193
 FF2193  NGVD 29 (10/05/93)   68.731  (m)          225.50   (f) ADJUSTED    1 2
 FF2193
 FF2193.Superseded values are not recommended for survey control.
 FF2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2193.See file dsdata.txt to determine how the superseded data were derived.
 FF2193
 FF2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV203581(NAD 83)
 FF2193_MARKER: I = METAL ROD
 FF2193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2193_SP_SET: STAINLESS STEEL ROD
 FF2193_STAMPING: Y 314 1990
 FF2193_MARK LOGO: NGS   
 FF2193_PROJECTION: FLUSH
 FF2193_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2193+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FF2193_ROD/PIPE-DEPTH: 19.6 meters
 FF2193
 FF2193  HISTORY     - Date     Condition        Report By
 FF2193  HISTORY     - 1990     MONUMENTED       NGS
 FF2193  HISTORY     - 20020814 MARK NOT FOUND   USACE
 FF2193
 FF2193                          STATION DESCRIPTION
 FF2193
 FF2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2193'IN BAY, AT 612 MAIN STREET, 26.8 M (87.9 FT) SOUTHWEST OF THE
 FF2193'SOUTHWEST CORNER OF A HOUSE AT 612 MAIN STREET, 23.3 M (76.4 FT)
 FF2193'NORTHWEST OF THE EXTENDED CENTER OF FIELDER DRIVE, 20.1 M (65.9 FT)
 FF2193'SOUTHWEST OF AND LEVEL WITH THE STREET CENTER, AND 14.0 M (45.9 FT)
 FF2193'NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 FF2193'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2193
 FF2193                          STATION RECOVERY (2002)
 FF2193
 FF2193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1225 ***********************************************************************
 GE1225  DESIGNATION -  Y 315
 GE1225  PID         -  GE1225
 GE1225  STATE/COUNTY-  AR/LAWRENCE
 GE1225  USGS QUAD   -  IMBODEN (1981)
 GE1225
 GE1225                         *CURRENT SURVEY CONTROL
 GE1225  ___________________________________________________________________
 GE1225* NAD 83(1986)-  36 09 39.     (N)    091 09 42.     (W)     SCALED    
 GE1225* NAVD 88     -       109.023  (meters)     357.69   (feet)  ADJUSTED  
 GE1225  ___________________________________________________________________
 GE1225  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE1225  DYNAMIC HT  -         108.933 (meters)     357.39  (feet)  COMP
 GE1225  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GE1225
 GE1225  VERT ORDER  -  FIRST     CLASS II
 GE1225
 GE1225.The horizontal coordinates were scaled from a topographic map and have
 GE1225.an estimated accuracy of +/- 6 seconds.
 GE1225
 GE1225.The orthometric height was determined by differential leveling
 GE1225.and adjusted by the National Geodetic Survey in January 1995..
 GE1225
 GE1225.The geoid height was determined by GEOID03.
 GE1225
 GE1225.The dynamic height is computed by dividing the NAVD 88
 GE1225.geopotential number by the normal gravity value computed on the
 GE1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1225.degrees latitude (g = 980.6199 gals.).
 GE1225
 GE1225.The modeled gravity was interpolated from observed gravity values.
 GE1225
 GE1225;                    North         East    Units  Estimated Accuracy
 GE1225;SPC AR N     -   203,070.      475,430.      MT  (+/- 180 meters Scaled)
 GE1225
 GE1225                          SUPERSEDED SURVEY CONTROL
 GE1225
 GE1225  NGVD 29 (10/05/93)  108.929  (m)          357.38   (f) ADJUSTED    1 2
 GE1225
 GE1225.Superseded values are not recommended for survey control.
 GE1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1225.See file dsdata.txt to determine how the superseded data were derived.
 GE1225
 GE1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA653033(NAD 83)
 GE1225_MARKER: DV = VERTICAL CONTROL DISK
 GE1225_SETTING: 66 = SET IN ROCK OUTCROP
 GE1225_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1225_STAMPING: Y 315 1990
 GE1225_MARK LOGO: NGS   
 GE1225_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1225+STABILITY: POSITION/ELEVATION WELL
 GE1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1225+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1225
 GE1225  HISTORY     - Date     Condition        Report By
 GE1225  HISTORY     - 1990     MONUMENTED       NGS
 GE1225  HISTORY     - 20021026 GOOD             USACE
 GE1225
 GE1225                          STATION DESCRIPTION
 GE1225
 GE1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1225'5.9 KM (3.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1225'U.S. HIGHWAY 62 IN IMBODEN, IN A 3 BY 25-FOOT AREA OF OUTCROPPING
 GE1225'BEDROCK, 86.6 M (284.1 FT) NORTH OF THE EXTENDED CENTER OF A
 GE1225'DRIVEWAY, 32.0 M (105.0 FT) NORTH OF A UTILITY POLE WITH A GUY WIRE,
 GE1225'13.0 M (42.7 FT) EAST OF THE HIGHWAY CENTERLINE, AND 1.2 M (3.9 FT)
 GE1225'ABOVE THE LEVEL OF THE HIGHWAY.
 GE1225
 GE1225                          STATION RECOVERY (2002)
 GE1225
 GE1225'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1243 ***********************************************************************
 GE1243  DESIGNATION -  Y 316
 GE1243  PID         -  GE1243
 GE1243  STATE/COUNTY-  AR/SHARP
 GE1243  USGS QUAD   -  WILLIFORD (1981)
 GE1243
 GE1243                         *CURRENT SURVEY CONTROL
 GE1243  ___________________________________________________________________
 GE1243* NAD 83(1986)-  36 16 03.     (N)    091 20 56.     (W)     SCALED    
 GE1243* NAVD 88     -       154.213  (meters)     505.95   (feet)  ADJUSTED  
 GE1243  ___________________________________________________________________
 GE1243  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE1243  DYNAMIC HT  -         154.084 (meters)     505.52  (feet)  COMP
 GE1243  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GE1243
 GE1243  VERT ORDER  -  FIRST     CLASS II
 GE1243
 GE1243.The horizontal coordinates were scaled from a topographic map and have
 GE1243.an estimated accuracy of +/- 6 seconds.
 GE1243
 GE1243.The orthometric height was determined by differential leveling
 GE1243.and adjusted by the National Geodetic Survey in January 1995..
 GE1243
 GE1243.The geoid height was determined by GEOID03.
 GE1243
 GE1243.The dynamic height is computed by dividing the NAVD 88
 GE1243.geopotential number by the normal gravity value computed on the
 GE1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1243.degrees latitude (g = 980.6199 gals.).
 GE1243
 GE1243.The modeled gravity was interpolated from observed gravity values.
 GE1243
 GE1243;                    North         East    Units  Estimated Accuracy
 GE1243;SPC AR N     -   214,780.      458,510.      MT  (+/- 180 meters Scaled)
 GE1243
 GE1243                          SUPERSEDED SURVEY CONTROL
 GE1243
 GE1243  NGVD 29 (10/05/93)  154.109  (m)          505.61   (f) ADJUSTED    1 2
 GE1243
 GE1243.Superseded values are not recommended for survey control.
 GE1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1243.See file dsdata.txt to determine how the superseded data were derived.
 GE1243
 GE1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA483148(NAD 83)
 GE1243_MARKER: DV = VERTICAL CONTROL DISK
 GE1243_SETTING: 66 = SET IN ROCK OUTCROP
 GE1243_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1243_STAMPING: Y 316 1990
 GE1243_MARK LOGO: NGS   
 GE1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1243+STABILITY: POSITION/ELEVATION WELL
 GE1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1243+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1243
 GE1243  HISTORY     - Date     Condition        Report By
 GE1243  HISTORY     - 1990     MONUMENTED       NGS
 GE1243
 GE1243                          STATION DESCRIPTION
 GE1243
 GE1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1243'2.5 KM (1.55 MI) NORTHERLY ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 GE1243'IN WILLIFORD, IN THE WESTERN 1/3 OF A 2 BY 6-FOOT EXPOSED AREA OF
 GE1243'BEDROCK IN A HIGHWAY CUT, 7.2 M (23.6 FT) SOUTHWEST OF THE HIGHWAY
 GE1243'CENTERLINE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 GE1243'(1.0 FT) NORTH-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0065 ***********************************************************************
 FF0065  DESIGNATION -  Y 32
 FF0065  PID         -  FF0065
 FF0065  STATE/COUNTY-  AR/MISSISSIPPI
 FF0065  USGS QUAD   -  MANILA NORTH (1983)
 FF0065
 FF0065                         *CURRENT SURVEY CONTROL
 FF0065  ___________________________________________________________________
 FF0065* NAD 83(1986)-  35 59 06.     (N)    090 14 55.     (W)     SCALED    
 FF0065* NAVD 88     -        73.642  (meters)     241.61   (feet)  ADJUSTED  
 FF0065  ___________________________________________________________________
 FF0065  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FF0065  DYNAMIC HT  -          73.580 (meters)     241.40  (feet)  COMP
 FF0065  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 FF0065
 FF0065  VERT ORDER  -  FIRST     CLASS II
 FF0065
 FF0065.The horizontal coordinates were scaled from a topographic map and have
 FF0065.an estimated accuracy of +/- 6 seconds.
 FF0065
 FF0065.The orthometric height was determined by differential leveling
 FF0065.and adjusted by the National Geodetic Survey in June 1991..
 FF0065
 FF0065.The geoid height was determined by GEOID03.
 FF0065
 FF0065.The dynamic height is computed by dividing the NAVD 88
 FF0065.geopotential number by the normal gravity value computed on the
 FF0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0065.degrees latitude (g = 980.6199 gals.).
 FF0065
 FF0065.The modeled gravity was interpolated from observed gravity values.
 FF0065
 FF0065;                    North         East    Units  Estimated Accuracy
 FF0065;SPC AR N     -   184,650.      557,930.      MT  (+/- 180 meters Scaled)
 FF0065
 FF0065                          SUPERSEDED SURVEY CONTROL
 FF0065
 FF0065  NGVD 29 (??/??/??)   73.630  (m)          241.57   (f) ADJUSTED    1 2
 FF0065
 FF0065.Superseded values are not recommended for survey control.
 FF0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0065.See file dsdata.txt to determine how the superseded data were derived.
 FF0065
 FF0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV480857(NAD 83)
 FF0065_MARKER: DB = BENCH MARK DISK
 FF0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0065_STAMPING: Y 32 1933
 FF0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0065+STABILITY: SURFACE MOTION
 FF0065
 FF0065  HISTORY     - Date     Condition        Report By
 FF0065  HISTORY     - 1933     MONUMENTED       CGS
 FF0065  HISTORY     - 1956     GOOD             CGS
 FF0065  HISTORY     - 20020720 MARK NOT FOUND   USACE
 FF0065
 FF0065                          STATION DESCRIPTION
 FF0065
 FF0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0065'3.2 MI N FROM LEACHVILLE.
 FF0065'ABOUT 3.25 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0065'FROM THE STATION AT LEACHVILLE, ABOUT 0.8 MILE SOUTH OF THE
 FF0065'ARKANSAS-MISSOURI STATE LINE, ABOUT 0.35 MILE SOUTH OF CROSSING
 FF0065'OF STATE HIGHWAY 77, ACROSS TRACK FROM POINT BETWEEN TELEPHONE
 FF0065'POLES NO. 244/05 AND 244/06, AT BOYNTON, 99 FEET WEST OF WEST
 FF0065'RAIL, 188 FEET NORTHWEST OF CENTER OF CROSSING OF TRACK AND A
 FF0065'SMALL ROAD LEADING WEST TO A COLONY OF TIN HOUSES AND AN OLD LOG
 FF0065'STORE BUILDING, 159 FEET NORTH OF NORTHEAST CORNER OF PORCH OF
 FF0065'LOG BUILDING, 187 FEET NORTHWEST AND ACROSS TRACK FROM CROSSING
 FF0065'WARNING SIGN, 81 FEET NORTHEAST OF SOUTHEAST CORNER OF AN
 FF0065'ABANDONED CHURCH OR SCHOOL BUILDING, 57 1/2 FEET EAST-NORTHEAST
 FF0065'OF NORTHEAST CORNER OF SAME BUILDING, 4 FEET SOUTH OF AN
 FF0065'EAST-WEST FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 FF0065'POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 FF0065'POST PROJECTING 1 INCH.
 FF0065
 FF0065                          STATION RECOVERY (2002)
 FF0065
 FF0065'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0216 ***********************************************************************
 GG0216  DESIGNATION -  Y 33
 GG0216  PID         -  GG0216
 GG0216  STATE/COUNTY-  AR/BENTON
 GG0216  USGS QUAD   -  COLCORD NE (1971)
 GG0216
 GG0216                         *CURRENT SURVEY CONTROL
 GG0216  ___________________________________________________________________
 GG0216* NAD 83(1986)-  36 29 42.     (N)    094 35 07.     (W)     SCALED    
 GG0216* NAVD 88     -       296.525  (meters)     972.85   (feet)  ADJUSTED  
 GG0216  ___________________________________________________________________
 GG0216  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GG0216  DYNAMIC HT  -         296.272 (meters)     972.02  (feet)  COMP
 GG0216  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GG0216
 GG0216  VERT ORDER  -  SECOND    CLASS 0
 GG0216
 GG0216.The horizontal coordinates were scaled from a topographic map and have
 GG0216.an estimated accuracy of +/- 6 seconds.
 GG0216
 GG0216.The orthometric height was determined by differential leveling
 GG0216.and adjusted by the National Geodetic Survey in June 1991..
 GG0216
 GG0216.The geoid height was determined by GEOID03.
 GG0216
 GG0216.The dynamic height is computed by dividing the NAVD 88
 GG0216.geopotential number by the normal gravity value computed on the
 GG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0216.degrees latitude (g = 980.6199 gals.).
 GG0216
 GG0216.The modeled gravity was interpolated from observed gravity values.
 GG0216
 GG0216;                    North         East    Units  Estimated Accuracy
 GG0216;SPC AR N     -   242,870.      168,380.      MT  (+/- 180 meters Scaled)
 GG0216
 GG0216                          SUPERSEDED SURVEY CONTROL
 GG0216
 GG0216  NGVD 29 (??/??/92)  296.410  (m)          972.47   (f) ADJ UNCH    2 0
 GG0216
 GG0216.Superseded values are not recommended for survey control.
 GG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0216.See file dsdata.txt to determine how the superseded data were derived.
 GG0216
 GG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA580400(NAD 83)
 GG0216_MARKER: DB = BENCH MARK DISK
 GG0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0216_STAMPING: Y-33 1934
 GG0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0216+STABILITY: SURFACE MOTION
 GG0216
 GG0216  HISTORY     - Date     Condition        Report By
 GG0216  HISTORY     - 1934     MONUMENTED       CGS
 GG0216  HISTORY     - 1970     MARK NOT FOUND   USGS
 GG0216
 GG0216                          STATION DESCRIPTION
 GG0216
 GG0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0216'1.9 MI E FROM SOUTH WEST CITY.
 GG0216'1.9 MILES EAST OF SOUTH WEST CITY ST.L AND SF RR DEPOT 115 FEET
 GG0216'WEST OF MILEPOST 364.25 AT ST. LOUIS AND SAN FRANCISCO RAILROAD
 GG0216'CROSSING.  40 FEET EAST OF Y IN ROAD, 25 FEET SOUTH OF TRACK.
 GG0216'475 FEET NORTH OF FARMHOUSE.
 GG0216
 GG0216                          STATION RECOVERY (1970)
 GG0216
 GG0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GG0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0135 ***********************************************************************
 GG0135  DESIGNATION -  Y 34
 GG0135  PID         -  GG0135
 GG0135  STATE/COUNTY-  AR/BENTON
 GG0135  USGS QUAD   -  GRAVETTE (1981)
 GG0135
 GG0135                         *CURRENT SURVEY CONTROL
 GG0135  ___________________________________________________________________
 GG0135* NAD 83(1986)-  36 26 14.     (N)    094 29 40.     (W)     SCALED    
 GG0135* NAVD 88     -       376.002  (meters)    1233.60   (feet)  ADJUSTED  
 GG0135  ___________________________________________________________________
 GG0135  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GG0135  DYNAMIC HT  -         375.687 (meters)    1232.57  (feet)  COMP
 GG0135  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 GG0135
 GG0135  VERT ORDER  -  SECOND    CLASS 0
 GG0135
 GG0135.The horizontal coordinates were scaled from a topographic map and have
 GG0135.an estimated accuracy of +/- 6 seconds.
 GG0135
 GG0135.The orthometric height was determined by differential leveling
 GG0135.and adjusted by the National Geodetic Survey in June 1991..
 GG0135
 GG0135.The geoid height was determined by GEOID03.
 GG0135
 GG0135.The dynamic height is computed by dividing the NAVD 88
 GG0135.geopotential number by the normal gravity value computed on the
 GG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0135.degrees latitude (g = 980.6199 gals.).
 GG0135
 GG0135.The modeled gravity was interpolated from observed gravity values.
 GG0135
 GG0135;                    North         East    Units  Estimated Accuracy
 GG0135;SPC AR N     -   236,250.      176,350.      MT  (+/- 180 meters Scaled)
 GG0135
 GG0135                          SUPERSEDED SURVEY CONTROL
 GG0135
 GG0135  NGVD 29 (??/??/92)  375.876  (m)         1233.19   (f) ADJ UNCH    2 0
 GG0135
 GG0135.Superseded values are not recommended for survey control.
 GG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0135.See file dsdata.txt to determine how the superseded data were derived.
 GG0135
 GG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA660334(NAD 83)
 GG0135_MARKER: DB = BENCH MARK DISK
 GG0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0135_STAMPING: Y-34 1934
 GG0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0135+STABILITY: SURFACE MOTION
 GG0135
 GG0135  HISTORY     - Date     Condition        Report By
 GG0135  HISTORY     - 1934     MONUMENTED       CGS
 GG0135  HISTORY     - 1970     MARK NOT FOUND   USGS
 GG0135
 GG0135                          STATION DESCRIPTION
 GG0135
 GG0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0135'2.4 MI NW FROM GRAVETTE.
 GG0135'2 POLES EAST OF MILEPOST 358.10 AT ST. LOUIS AND SAN FRANCISCO
 GG0135'RAILROAD CROSSING.  20 FEET SOUTH OF CENTERLINE OF CROSSING, 12
 GG0135'FEET EAST OF CENTERLINE OF ROAD NEAR RAILROAD CROSSING.
 GG0135
 GG0135                          STATION RECOVERY (1970)
 GG0135
 GG0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GG0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0090 ***********************************************************************
 GF0090  DESIGNATION -  Y 36
 GF0090  PID         -  GF0090
 GF0090  STATE/COUNTY-  AR/BAXTER
 GF0090  USGS QUAD   -  MOUNTAIN HOME WEST (1981)
 GF0090
 GF0090                         *CURRENT SURVEY CONTROL
 GF0090  ___________________________________________________________________
 GF0090* NAD 83(1986)-  36 18 19.     (N)    092 26 14.     (W)     SCALED    
 GF0090* NAVD 88     -       246.906  (meters)     810.06   (feet)  ADJUSTED  
 GF0090  ___________________________________________________________________
 GF0090  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GF0090  DYNAMIC HT  -         246.695 (meters)     809.37  (feet)  COMP
 GF0090  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GF0090
 GF0090  VERT ORDER  -  SECOND    CLASS 0
 GF0090
 GF0090.The horizontal coordinates were scaled from a topographic map and have
 GF0090.an estimated accuracy of +/- 6 seconds.
 GF0090
 GF0090.The orthometric height was determined by differential leveling
 GF0090.and adjusted by the National Geodetic Survey in June 1991..
 GF0090
 GF0090.The geoid height was determined by GEOID03.
 GF0090
 GF0090.The dynamic height is computed by dividing the NAVD 88
 GF0090.geopotential number by the normal gravity value computed on the
 GF0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0090.degrees latitude (g = 980.6199 gals.).
 GF0090
 GF0090.The modeled gravity was interpolated from observed gravity values.
 GF0090
 GF0090;                    North         East    Units  Estimated Accuracy
 GF0090;SPC AR N     -   218,870.      360,730.      MT  (+/- 180 meters Scaled)
 GF0090
 GF0090                          SUPERSEDED SURVEY CONTROL
 GF0090
 GF0090  NGVD 29 (??/??/92)  246.791  (m)          809.68   (f) ADJ UNCH    2 0
 GF0090
 GF0090.Superseded values are not recommended for survey control.
 GF0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0090.See file dsdata.txt to determine how the superseded data were derived.
 GF0090
 GF0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA505179(NAD 83)
 GF0090_MARKER: DB = BENCH MARK DISK
 GF0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0090_STAMPING: Y-36 1934
 GF0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0090+STABILITY: SURFACE MOTION
 GF0090
 GF0090  HISTORY     - Date     Condition        Report By
 GF0090  HISTORY     - 1934     MONUMENTED       CGS
 GF0090  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0090
 GF0090                          STATION DESCRIPTION
 GF0090
 GF0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0090'4 MI SW FROM MOUNTAIN HOME.
 GF0090'4 MILES SOUTHWEST OF ALONG U.S. HWY 62 FROM COURTHOUSE ABOUT 153
 GF0090'FEET SOUTH OF MAIL BOX OF A.G. ANDERSON AT THE OAKLAWN FARM,
 GF0090'210 FEET NORTH OF THE NORTH END OF CURVE IN HIGHWAY, 28 FEET
 GF0090'WEST OF HIGHWAY CENTERLINE, 22 FEET NORTHWEST OF TELEPHONE
 GF0090'POLE 225, 1 FT. EAST OF PROPERTY LINE FENCE, TABLET SET IN
 GF0090'TOP OF PRECAST CONCRETE POST.
 GF0090
 GF0090                          STATION RECOVERY (1965)
 GF0090
 GF0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GF0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0043 ***********************************************************************
 GF0043  DESIGNATION -  Y 37
 GF0043  PID         -  GF0043
 GF0043  STATE/COUNTY-  AR/BAXTER
 GF0043  USGS QUAD   -  BUFFALO CITY (1966)
 GF0043
 GF0043                         *CURRENT SURVEY CONTROL
 GF0043  ___________________________________________________________________
 GF0043* NAD 83(1986)-  36 13 22.     (N)    092 27 49.     (W)     SCALED    
 GF0043* NAVD 88     -       131.009  (meters)     429.82   (feet)  ADJUSTED  
 GF0043  ___________________________________________________________________
 GF0043  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0043  DYNAMIC HT  -         130.896 (meters)     429.45  (feet)  COMP
 GF0043  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GF0043
 GF0043  VERT ORDER  -  SECOND    CLASS 0
 GF0043
 GF0043.The horizontal coordinates were scaled from a topographic map and have
 GF0043.an estimated accuracy of +/- 6 seconds.
 GF0043
 GF0043.The orthometric height was determined by differential leveling
 GF0043.and adjusted by the National Geodetic Survey in June 1991..
 GF0043
 GF0043.The geoid height was determined by GEOID03.
 GF0043
 GF0043.The dynamic height is computed by dividing the NAVD 88
 GF0043.geopotential number by the normal gravity value computed on the
 GF0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0043.degrees latitude (g = 980.6199 gals.).
 GF0043
 GF0043.The modeled gravity was interpolated from observed gravity values.
 GF0043
 GF0043;                    North         East    Units  Estimated Accuracy
 GF0043;SPC AR N     -   209,720.      358,320.      MT  (+/- 180 meters Scaled)
 GF0043
 GF0043                          SUPERSEDED SURVEY CONTROL
 GF0043
 GF0043  NGVD 29 (??/??/92)  130.900  (m)          429.46   (f) ADJ UNCH    2 0
 GF0043
 GF0043.Superseded values are not recommended for survey control.
 GF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0043.See file dsdata.txt to determine how the superseded data were derived.
 GF0043
 GF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA482087(NAD 83)
 GF0043_MARKER: DB = BENCH MARK DISK
 GF0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0043_SP_SET: BRIDGE
 GF0043_STAMPING: Y-37 1934
 GF0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0043
 GF0043  HISTORY     - Date     Condition        Report By
 GF0043  HISTORY     - 1934     MONUMENTED       CGS
 GF0043
 GF0043                          STATION DESCRIPTION
 GF0043
 GF0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0043'6.5 MI SE FROM COTTER.
 GF0043'AT RAILROAD BRIDGE NO. 101 OVER DRY CREEK AND POLE 375-4, IN
 GF0043'TOP OF THE SOUTH END OF THE FIRST PIER WEST OF THE EAST END OF
 GF0043'BRIDGE, 4.5 FEET BELOW THE TOP OF RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1306 ***********************************************************************
 GE1306  DESIGNATION -  Y 38 RESET
 GE1306  PID         -  GE1306
 GE1306  STATE/COUNTY-  AR/FULTON
 GE1306  USGS QUAD   -  SALEM KNOB (1984)
 GE1306
 GE1306                         *CURRENT SURVEY CONTROL
 GE1306  ___________________________________________________________________
 GE1306* NAD 83(1986)-  36 23 17.     (N)    091 52 23.     (W)     SCALED    
 GE1306* NAVD 88     -       232.65   (meters)     763.3    (feet)  RESET     
 GE1306  ___________________________________________________________________
 GE1306  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GE1306
 GE1306  VERT ORDER  -  THIRD
 GE1306
 GE1306.The horizontal coordinates were scaled from a topographic map and have
 GE1306.an estimated accuracy of +/- 6 seconds.
 GE1306
 GE1306.The orthometric height was computed from unverified reset data.
 GE1306
 GE1306.The geoid height was determined by GEOID03.
 GE1306
 GE1306;                    North         East    Units  Estimated Accuracy
 GE1306;SPC AR N     -   227,970.      411,390.      MT  (+/- 180 meters Scaled)
 GE1306
 GE1306                          SUPERSEDED SURVEY CONTROL
 GE1306
 GE1306  NGVD 29 (08/21/02)  232.54   (m)          762.9    (f) RESET       3  
 GE1306
 GE1306.Superseded values are not recommended for survey control.
 GE1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1306.See file dsdata.txt to determine how the superseded data were derived.
 GE1306
 GE1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA010275(NAD 83)
 GE1306_MARKER: DV = VERTICAL CONTROL DISK
 GE1306_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GE1306_SP_SET: WINGWALL
 GE1306_STAMPING: Y 38 RESET 1984
 GE1306_MARK LOGO: NGS   
 GE1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1306
 GE1306  HISTORY     - Date     Condition        Report By
 GE1306  HISTORY     - 1984     MONUMENTED       ARHD
 GE1306
 GE1306                          STATION DESCRIPTION
 GE1306
 GE1306'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1984
 GE1306'3.2 MILES WEST ALONG US HIGHWAY 62 FROM THE COUNTY COURTHOUSE IN SALEM
 GE1306'AT A BRIDGE OVER PINE HILL CREEK IN THE WEST ABUTMENT, 18 FEET NORTH
 GE1306'OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0065 ***********************************************************************
 FG0065  DESIGNATION -  Y 39
 FG0065  PID         -  FG0065
 FG0065  STATE/COUNTY-  AR/IZARD
 FG0065  USGS QUAD   -  SYLAMORE (1975)
 FG0065
 FG0065                         *CURRENT SURVEY CONTROL
 FG0065  ___________________________________________________________________
 FG0065* NAD 83(1986)-  35 55 23.     (N)    092 01 23.     (W)     SCALED    
 FG0065* NAVD 88     -        99.525  (meters)     326.52   (feet)  ADJUSTED  
 FG0065  ___________________________________________________________________
 FG0065  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FG0065  DYNAMIC HT  -          99.438 (meters)     326.24  (feet)  COMP
 FG0065  MODELED GRAV-     979,765.2   (mgal)                       NAVD 88
 FG0065
 FG0065  VERT ORDER  -  SECOND    CLASS 0
 FG0065
 FG0065.The horizontal coordinates were scaled from a topographic map and have
 FG0065.an estimated accuracy of +/- 6 seconds.
 FG0065
 FG0065.The orthometric height was determined by differential leveling
 FG0065.and adjusted by the National Geodetic Survey in June 1991..
 FG0065
 FG0065.The geoid height was determined by GEOID03.
 FG0065
 FG0065.The dynamic height is computed by dividing the NAVD 88
 FG0065.geopotential number by the normal gravity value computed on the
 FG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0065.degrees latitude (g = 980.6199 gals.).
 FG0065
 FG0065.The modeled gravity was interpolated from observed gravity values.
 FG0065
 FG0065;                    North         East    Units  Estimated Accuracy
 FG0065;SPC AR N     -   176,370.      397,920.      MT  (+/- 180 meters Scaled)
 FG0065
 FG0065                          SUPERSEDED SURVEY CONTROL
 FG0065
 FG0065  NGVD 29 (??/??/92)   99.430  (m)          326.21   (f) ADJ UNCH    2 0
 FG0065
 FG0065.Superseded values are not recommended for survey control.
 FG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0065.See file dsdata.txt to determine how the superseded data were derived.
 FG0065
 FG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV881758(NAD 83)
 FG0065_MARKER: DB = BENCH MARK DISK
 FG0065_SETTING: 66 = SET IN ROCK OUTCROP
 FG0065_SP_SET: SANDSTONE ROCK
 FG0065_STAMPING: Y 39 1934
 FG0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0065+STABILITY: POSITION/ELEVATION WELL
 FG0065
 FG0065  HISTORY     - Date     Condition        Report By
 FG0065  HISTORY     - 1934     MONUMENTED       CGS
 FG0065  HISTORY     - 1964     MARK NOT FOUND   NGS
 FG0065
 FG0065                          STATION DESCRIPTION
 FG0065
 FG0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FG0065'5.9 MI NW FROM GUION.
 FG0065'ABOUT 5.9. MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FG0065'THE SILICA PRODUCTS COMPANY AT GUION, IZARD COUNTY, ABOUT 0.4 MILE
 FG0065'SOUTHEAST OF THE CULVERT OVER DRY CREEK, 50 FEET SOUTHEAST OF THE
 FG0065'FIFTH POLE NORTHWEST OF MILEPOST 318, 17.5 FEET NORTHEAST OF CENTER
 FG0065'LINE OF TRACK, AND IN A LEDGE OF SANDSTONE ROCK, ABOUT 1.0 FOOT HIGHER
 FG0065'THAN THE TOP OF THE NORTH RAIL.  A STANDARD DISK STAMPED Y 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0633 ***********************************************************************
 GE0633  DESIGNATION -  Y 40
 GE0633  PID         -  GE0633
 GE0633  STATE/COUNTY-  AR/SHARP
 GE0633  USGS QUAD   -  EVENING SHADE (1961)
 GE0633
 GE0633                         *CURRENT SURVEY CONTROL
 GE0633  ___________________________________________________________________
 GE0633* NAD 83(1986)-  36 07 02.     (N)    091 36 19.     (W)     SCALED    
 GE0633* NAVD 88     -       203.407  (meters)     667.34   (feet)  ADJUSTED  
 GE0633  ___________________________________________________________________
 GE0633  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GE0633  DYNAMIC HT  -         203.234 (meters)     666.78  (feet)  COMP
 GE0633  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GE0633
 GE0633  VERT ORDER  -  SECOND    CLASS 0
 GE0633
 GE0633.The horizontal coordinates were scaled from a topographic map and have
 GE0633.an estimated accuracy of +/- 6 seconds.
 GE0633
 GE0633.The orthometric height was determined by differential leveling
 GE0633.and adjusted by the National Geodetic Survey in June 1991..
 GE0633
 GE0633.The geoid height was determined by GEOID03.
 GE0633
 GE0633.The dynamic height is computed by dividing the NAVD 88
 GE0633.geopotential number by the normal gravity value computed on the
 GE0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0633.degrees latitude (g = 980.6199 gals.).
 GE0633
 GE0633.The modeled gravity was interpolated from observed gravity values.
 GE0633
 GE0633;                    North         East    Units  Estimated Accuracy
 GE0633;SPC AR N     -   197,980.      435,540.      MT  (+/- 180 meters Scaled)
 GE0633
 GE0633                          SUPERSEDED SURVEY CONTROL
 GE0633
 GE0633  NGVD 29 (??/??/92)  203.38   (m)          667.3    (f) COMPUTED    2 0
 GE0633
 GE0633.Superseded values are not recommended for survey control.
 GE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0633.See file dsdata.txt to determine how the superseded data were derived.
 GE0633
 GE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV255978(NAD 83)
 GE0633_MARKER: DB = BENCH MARK DISK
 GE0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0633_STAMPING: Y 40 1934
 GE0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0633+STABILITY: SURFACE MOTION
 GE0633
 GE0633  HISTORY     - Date     Condition        Report By
 GE0633  HISTORY     - 1934     MONUMENTED       CGS
 GE0633  HISTORY     - 1955     MARK NOT FOUND   NGS
 GE0633
 GE0633                          STATION DESCRIPTION
 GE0633
 GE0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0633'3.7 MI N FROM EVENING SHADE.
 GE0633'AT NORTH END OF CURVE AT FRANK WHITLOCKS FARMHOUSE, 97 FEET
 GE0633'NORTH OF GATE TO FARMYARD, 36 FEET NORTHWEST OF CENTERLINE OF
 GE0633'L SHAPED HEADWALL AT WEST SIDE OF HIGHWAY, 41 FEET WEST OF
 GE0633'HIGHWAY CENTERLINE, 1 FEET EAST OF PROPERTY LINE FENCE.  TABLET
 GE0633'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1639 ***********************************************************************
 FF1639  DESIGNATION -  Y 41
 FF1639  PID         -  FF1639
 FF1639  STATE/COUNTY-  AR/INDEPENDENCE
 FF1639  USGS QUAD   -  BATESVILLE (1989)
 FF1639
 FF1639                         *CURRENT SURVEY CONTROL
 FF1639  ___________________________________________________________________
 FF1639* NAD 83(1986)-  35 46 17.     (N)    091 39 04.     (W)     SCALED    
 FF1639* NAVD 88     -        99.133  (meters)     325.24   (feet)  ADJUSTED  
 FF1639  ___________________________________________________________________
 FF1639  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FF1639  DYNAMIC HT  -          99.048 (meters)     324.96  (feet)  COMP
 FF1639  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 FF1639
 FF1639  VERT ORDER  -  SECOND    CLASS 0
 FF1639
 FF1639.The horizontal coordinates were scaled from a topographic map and have
 FF1639.an estimated accuracy of +/- 6 seconds.
 FF1639
 FF1639.The orthometric height was determined by differential leveling
 FF1639.and adjusted by the National Geodetic Survey in June 1991..
 FF1639
 FF1639.The geoid height was determined by GEOID03.
 FF1639
 FF1639.The dynamic height is computed by dividing the NAVD 88
 FF1639.geopotential number by the normal gravity value computed on the
 FF1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1639.degrees latitude (g = 980.6199 gals.).
 FF1639
 FF1639.The modeled gravity was interpolated from observed gravity values.
 FF1639
 FF1639;                    North         East    Units  Estimated Accuracy
 FF1639;SPC AR N     -   159,600.      431,550.      MT  (+/- 180 meters Scaled)
 FF1639
 FF1639                          SUPERSEDED SURVEY CONTROL
 FF1639
 FF1639  NGVD 29 (??/??/??)   99.057  (m)          324.99   (f) ADJUSTED    2 0
 FF1639
 FF1639.Superseded values are not recommended for survey control.
 FF1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1639.See file dsdata.txt to determine how the superseded data were derived.
 FF1639
 FF1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV219594(NAD 83)
 FF1639_MARKER: DB = BENCH MARK DISK
 FF1639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1639_SP_SET: BUILDING
 FF1639_STAMPING: Y 41 1934 324.990
 FF1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1639
 FF1639  HISTORY     - Date     Condition        Report By
 FF1639  HISTORY     - 1934     MONUMENTED       CGS
 FF1639  HISTORY     - 1955     GOOD             CGS
 FF1639
 FF1639                          STATION DESCRIPTION
 FF1639
 FF1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1639'AT BATESVILLE.
 FF1639'AT BATESVILLE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 FF1639'EAST MAIN STREET AND FOURTH STREET, 22 FEET SOUTH OF THE SOUTH
 FF1639'CURB OF FOURTH STREET, 1.8 FEET WEST OF THE NORTHEAST CORNER OF THE
 FF1639'POST OFFICE, 3.5 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 FF1639'NORTH WALL OF THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0926 ***********************************************************************
 FF0926  DESIGNATION -  Y 42
 FF0926  PID         -  FF0926
 FF0926  STATE/COUNTY-  AR/INDEPENDENCE
 FF0926  USGS QUAD   -  CHARLOTTE (1981)
 FF0926
 FF0926                         *CURRENT SURVEY CONTROL
 FF0926  ___________________________________________________________________
 FF0926* NAD 83(1986)-  35 49 05.     (N)    091 26 17.     (W)     SCALED    
 FF0926* NAVD 88     -       104.269  (meters)     342.09   (feet)  ADJUSTED  
 FF0926  ___________________________________________________________________
 FF0926  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FF0926  DYNAMIC HT  -         104.179 (meters)     341.79  (feet)  COMP
 FF0926  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FF0926
 FF0926  VERT ORDER  -  SECOND    CLASS 0
 FF0926
 FF0926.The horizontal coordinates were scaled from a topographic map and have
 FF0926.an estimated accuracy of +/- 6 seconds.
 FF0926
 FF0926.The orthometric height was determined by differential leveling
 FF0926.and adjusted by the National Geodetic Survey in June 1991..
 FF0926
 FF0926.The geoid height was determined by GEOID03.
 FF0926
 FF0926.The dynamic height is computed by dividing the NAVD 88
 FF0926.geopotential number by the normal gravity value computed on the
 FF0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0926.degrees latitude (g = 980.6199 gals.).
 FF0926
 FF0926.The modeled gravity was interpolated from observed gravity values.
 FF0926
 FF0926;                    North         East    Units  Estimated Accuracy
 FF0926;SPC AR N     -   164,860.      450,780.      MT  (+/- 180 meters Scaled)
 FF0926
 FF0926                          SUPERSEDED SURVEY CONTROL
 FF0926
 FF0926  NGVD 29 (??/??/??)  104.190  (m)          341.83   (f) ADJUSTED    2 0
 FF0926
 FF0926.Superseded values are not recommended for survey control.
 FF0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0926.See file dsdata.txt to determine how the superseded data were derived.
 FF0926
 FF0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV411648(NAD 83)
 FF0926_MARKER: DB = BENCH MARK DISK
 FF0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0926_STAMPING: Y 42 1935
 FF0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0926+STABILITY: SURFACE MOTION
 FF0926
 FF0926  HISTORY     - Date     Condition        Report By
 FF0926  HISTORY     - 1935     MONUMENTED       CGS
 FF0926  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0926
 FF0926                          STATION DESCRIPTION
 FF0926
 FF0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0926'AT CHARLOTTE.
 FF0926'AT CHARLOTTE, 0.1 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE
 FF0926'POST OFFICE, AT THE NORTHWEST CORNER OF THE SCHOOL YARD, 125
 FF0926'FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 53.5 FEET
 FF0926'NORTH OF THE CENTERLINE OF THE CONCRETE SIDEWALK LEADING TO THE
 FF0926'SCHOOLHOUSE, 28.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FF0926'7 FEET EAST OF THE FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.
 FF0926'A STANDARD DISK, STAMPED Y 42 1935 AND SET IN THE TOP OF A CONCRETE
 FF0926'POST.
 FF0926
 FF0926                          STATION RECOVERY (2002)
 FF0926
 FF0926'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1599 ***********************************************************************
 FF1599  DESIGNATION -  Y 43
 FF1599  PID         -  FF1599
 FF1599  STATE/COUNTY-  AR/INDEPENDENCE
 FF1599  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1599
 FF1599                         *CURRENT SURVEY CONTROL
 FF1599  ___________________________________________________________________
 FF1599* NAD 83(1986)-  35 46 13.     (N)    091 34 42.     (W)     SCALED    
 FF1599* NAVD 88     -        91.018  (meters)     298.61   (feet)  ADJUSTED  
 FF1599  ___________________________________________________________________
 FF1599  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FF1599  DYNAMIC HT  -          90.940 (meters)     298.36  (feet)  COMP
 FF1599  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 FF1599
 FF1599  VERT ORDER  -  SECOND    CLASS 0
 FF1599
 FF1599.The horizontal coordinates were scaled from a topographic map and have
 FF1599.an estimated accuracy of +/- 6 seconds.
 FF1599
 FF1599.The orthometric height was determined by differential leveling
 FF1599.and adjusted by the National Geodetic Survey in June 1991..
 FF1599
 FF1599.The geoid height was determined by GEOID03.
 FF1599
 FF1599.The dynamic height is computed by dividing the NAVD 88
 FF1599.geopotential number by the normal gravity value computed on the
 FF1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1599.degrees latitude (g = 980.6199 gals.).
 FF1599
 FF1599.The modeled gravity was interpolated from observed gravity values.
 FF1599
 FF1599;                    North         East    Units  Estimated Accuracy
 FF1599;SPC AR N     -   159,500.      438,130.      MT  (+/- 180 meters Scaled)
 FF1599
 FF1599                          SUPERSEDED SURVEY CONTROL
 FF1599
 FF1599  NGVD 29 (??/??/??)   90.944  (m)          298.37   (f) ADJUSTED    2 0
 FF1599
 FF1599.Superseded values are not recommended for survey control.
 FF1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1599.See file dsdata.txt to determine how the superseded data were derived.
 FF1599
 FF1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV285594(NAD 83)
 FF1599_MARKER: DB = BENCH MARK DISK
 FF1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1599_STAMPING: Y 43 1934
 FF1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1599+STABILITY: SURFACE MOTION
 FF1599
 FF1599  HISTORY     - Date     Condition        Report By
 FF1599  HISTORY     - 1934     MONUMENTED       CGS
 FF1599  HISTORY     - 1954     GOOD             CGS
 FF1599
 FF1599                          STATION DESCRIPTION
 FF1599
 FF1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1599'0.5 MI W FROM MOOREFIELD.
 FF1599'0.5 MILE WEST THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 FF1599'MOOREFIELD, INDEPENDENCE COUNTY, ABOUT 330 FEET EAST OF THE
 FF1599'SWITCH STAND AT THE WEST END OF THE SWITCH, 83 FEET EAST OF THE
 FF1599'FIFTH POLE WEST OF MILEPOST 281, 48 FEET NORTH OF THE CENTER
 FF1599'LINE OF THE TRACK, 18 FEET WEST OF A CROSSING GATE, AND 2 FEET
 FF1599'SOUTH OF THE RIGHT-OF-WEAY FENCE.  A STANDARD DISK, STAMPED
 FF1599'Y 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF1599
 FF1599                          STATION RECOVERY (1954)
 FF1599
 FF1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FF1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0591 ***********************************************************************
 FF0591  DESIGNATION -  Y 44
 FF0591  PID         -  FF0591
 FF0591  STATE/COUNTY-  AR/CROSS
 FF0591  USGS QUAD   -  PRINCEDALE (1984)
 FF0591
 FF0591                         *CURRENT SURVEY CONTROL
 FF0591  ___________________________________________________________________
 FF0591* NAD 83(1986)-  35 15 54.     (N)    090 37 45.     (W)     SCALED    
 FF0591* NAVD 88     -        67.465  (meters)     221.34   (feet)  POSTED    
 FF0591  ___________________________________________________________________
 FF0591  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF0591  DYNAMIC HT  -          67.400 (meters)     221.13  (feet)  COMP
 FF0591  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FF0591
 FF0591  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0591
 FF0591.The horizontal coordinates were scaled from a topographic map and have
 FF0591.an estimated accuracy of +/- 6 seconds.
 FF0591
 FF0591.The orthometric height was determined by differential leveling
 FF0591.and adjusted by the National Geodetic Survey in 1992..
 FF0591.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0591.rate of 1.1 thru 2.0 mm/km.
 FF0591
 FF0591.The geoid height was determined by GEOID03.
 FF0591
 FF0591.The dynamic height is computed by dividing the NAVD 88
 FF0591.geopotential number by the normal gravity value computed on the
 FF0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0591.degrees latitude (g = 980.6199 gals.).
 FF0591
 FF0591.The modeled gravity was interpolated from observed gravity values.
 FF0591
 FF0591;                    North         East    Units  Estimated Accuracy
 FF0591;SPC AR N     -   104,230.      524,730.      MT  (+/- 180 meters Scaled)
 FF0591
 FF0591                          SUPERSEDED SURVEY CONTROL
 FF0591
 FF0591  NGVD 29 (??/??/??)   67.451  (m)          221.30   (f) ADJUSTED    2 0
 FF0591
 FF0591.Superseded values are not recommended for survey control.
 FF0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0591.See file dsdata.txt to determine how the superseded data were derived.
 FF0591
 FF0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV156050(NAD 83)
 FF0591_MARKER: DB = BENCH MARK DISK
 FF0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0591_STAMPING: Y 44 1935
 FF0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0591+STABILITY: SURFACE MOTION
 FF0591
 FF0591  HISTORY     - Date     Condition        Report By
 FF0591  HISTORY     - 1935     MONUMENTED       CGS
 FF0591  HISTORY     - 20030604 MARK NOT FOUND   USACE
 FF0591
 FF0591                          STATION DESCRIPTION
 FF0591
 FF0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0591'4.4 MI W FROM PARKIN.
 FF0591'ABOUT 4.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0591'STATION AT PARKIN, CROSS COUNTY, AT BELKNAP, ABOUT 0.13 MILE
 FF0591'WEST OF BRIDGE 98, 27.5 FEET SOUTHEAST OF THE SIXTEENTH POLE
 FF0591'EAST OF MILEPOST 342, 25 FEET NORTH OF THE CENTER LINE OF THE
 FF0591'MAIN TRACK, AND ABOUT 2.5 FEET LOWER THAN THE TOP OF THE RAIL.
 FF0591'A STANDARD DISK, STAMPED Y 44 1935 AND SET IN THE TOP OF A
 FF0591'CONCRETE POST.
 FF0591
 FF0591                          STATION RECOVERY (2003)
 FF0591
 FF0591'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1269 ***********************************************************************
 FG1269  DESIGNATION -  Y 45
 FG1269  PID         -  FG1269
 FG1269  STATE/COUNTY-  AR/LOGAN
 FG1269  USGS QUAD   -  BOONEVILLE (1983)
 FG1269
 FG1269                         *CURRENT SURVEY CONTROL
 FG1269  ___________________________________________________________________
 FG1269* NAD 83(1986)-  35 08 14.     (N)    093 55 21.     (W)     SCALED    
 FG1269* NAVD 88     -       148.926  (meters)     488.60   (feet)  ADJUSTED  
 FG1269  ___________________________________________________________________
 FG1269  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FG1269  DYNAMIC HT  -         148.781 (meters)     488.13  (feet)  COMP
 FG1269  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 FG1269
 FG1269  VERT ORDER  -  SECOND    CLASS 0
 FG1269
 FG1269.The horizontal coordinates were scaled from a topographic map and have
 FG1269.an estimated accuracy of +/- 6 seconds.
 FG1269
 FG1269.The orthometric height was determined by differential leveling
 FG1269.and adjusted by the National Geodetic Survey in June 1991..
 FG1269
 FG1269.The geoid height was determined by GEOID03.
 FG1269
 FG1269.The dynamic height is computed by dividing the NAVD 88
 FG1269.geopotential number by the normal gravity value computed on the
 FG1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1269.degrees latitude (g = 980.6199 gals.).
 FG1269
 FG1269.The modeled gravity was interpolated from observed gravity values.
 FG1269
 FG1269;                    North         East    Units  Estimated Accuracy
 FG1269;SPC AR N     -    90,900.      224,810.      MT  (+/- 180 meters Scaled)
 FG1269
 FG1269                          SUPERSEDED SURVEY CONTROL
 FG1269
 FG1269  NGVD 29 (??/??/92)  148.852  (m)          488.36   (f) ADJ UNCH    2 0
 FG1269
 FG1269.Superseded values are not recommended for survey control.
 FG1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1269.See file dsdata.txt to determine how the superseded data were derived.
 FG1269
 FG1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU159886(NAD 83)
 FG1269_MARKER: DB = BENCH MARK DISK
 FG1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1269_STAMPING: Y-45 1934
 FG1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1269+STABILITY: SURFACE MOTION
 FG1269
 FG1269  HISTORY     - Date     Condition        Report By
 FG1269  HISTORY     - 1934     MONUMENTED       CGS
 FG1269  HISTORY     - 1934     GOOD             NGS
 FG1269  HISTORY     - 1959     GOOD             NGS
 FG1269  HISTORY     - 1978     MARK NOT FOUND   USGS
 FG1269
 FG1269                          STATION DESCRIPTION
 FG1269
 FG1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FG1269'IN BOONEVILLE.
 FG1269'AT BOONEVILLE, ABOUT 122 FEET SOUTH OF SOUTHWEST CORNER OF CHICAGO,
 FG1269'ROCK ISLAND AND PACIFIC R.R. STATION.  27.3 FEET WEST OF WEST SIDE OF
 FG1269'RAILROAD CREW HOUSE.  21.3 FEET SOUTH OF CENTERLINE OF SOUTH TRACK.
 FG1269'2.9 FEET SOUTH OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE
 FG1269'POST.  NOTE-- MARK IS 70 YARDS SW OF SW CORNER OF RR STATION AND 2.9
 FG1269'FT S OF THE 2ND POLE WEST OF STATION.  THE CONCRETE POST PROJECTS
 FG1269'ABOUT 1 FOOT.
 FG1269
 FG1269                          STATION RECOVERY (1959)
 FG1269
 FG1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1269'RECOVERED IN GOOD CONDITION.
 FG1269
 FG1269                          STATION RECOVERY (1978)
 FG1269
 FG1269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FG1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1146 ***********************************************************************
 FG1146  DESIGNATION -  Y 46
 FG1146  PID         -  FG1146
 FG1146  STATE/COUNTY-  AR/YELL
 FG1146  USGS QUAD   -  DANVILLE (1972)
 FG1146
 FG1146                         *CURRENT SURVEY CONTROL
 FG1146  ___________________________________________________________________
 FG1146* NAD 83(1986)-  35 03 24.     (N)    093 23 36.     (W)     SCALED    
 FG1146* NAVD 88     -       107.225  (meters)     351.79   (feet)  ADJUSTED  
 FG1146  ___________________________________________________________________
 FG1146  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FG1146  DYNAMIC HT  -         107.120 (meters)     351.44  (feet)  COMP
 FG1146  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FG1146
 FG1146  VERT ORDER  -  SECOND    CLASS 0
 FG1146
 FG1146.The horizontal coordinates were scaled from a topographic map and have
 FG1146.an estimated accuracy of +/- 6 seconds.
 FG1146
 FG1146.The orthometric height was determined by differential leveling
 FG1146.and adjusted by the National Geodetic Survey in June 1991..
 FG1146
 FG1146.The geoid height was determined by GEOID03.
 FG1146
 FG1146.The dynamic height is computed by dividing the NAVD 88
 FG1146.geopotential number by the normal gravity value computed on the
 FG1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1146.degrees latitude (g = 980.6199 gals.).
 FG1146
 FG1146.The modeled gravity was interpolated from observed gravity values.
 FG1146
 FG1146;                    North         East    Units  Estimated Accuracy
 FG1146;SPC AR N     -    81,150.      272,900.      MT  (+/- 180 meters Scaled)
 FG1146
 FG1146                          SUPERSEDED SURVEY CONTROL
 FG1146
 FG1146  NGVD 29 (??/??/92)  107.182  (m)          351.65   (f) ADJ UNCH    2 0
 FG1146
 FG1146.Superseded values are not recommended for survey control.
 FG1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1146.See file dsdata.txt to determine how the superseded data were derived.
 FG1146
 FG1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU641793(NAD 83)
 FG1146_MARKER: DB = BENCH MARK DISK
 FG1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1146_STAMPING: Y-46 1934
 FG1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1146+STABILITY: SURFACE MOTION
 FG1146
 FG1146  HISTORY     - Date     Condition        Report By
 FG1146  HISTORY     - 1934     MONUMENTED       CGS
 FG1146  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 FG1146
 FG1146                          STATION DESCRIPTION
 FG1146
 FG1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1146'IN DANVILLE.
 FG1146'POST SET IN EAST CORNER OF YELL COUNTY COURTHOUSE YARD.  66.4 FEET
 FG1146'SOUTHEAST OF EAST CORNER OF COURTHOUSE.  8.5 FEET NORTHWEST OF EAST
 FG1146'CORNER OF CONCRETE COPING AROUND COURTHOUSE YARD.  1 FOOT SOUTHWEST OF
 FG1146'COPING ON NORTHEAST SIDE OF YARD.  TABLET SET IN PRECAST CONCRETE
 FG1146'POST.
 FG1146
 FG1146                          STATION RECOVERY (1976)
 FG1146
 FG1146'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 FG1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0967 ***********************************************************************
 FG0967  DESIGNATION -  Y 47
 FG0967  PID         -  FG0967
 FG0967  STATE/COUNTY-  AR/POPE
 FG0967  USGS QUAD   -  SAND GAP (1980)
 FG0967
 FG0967                         *CURRENT SURVEY CONTROL
 FG0967  ___________________________________________________________________
 FG0967* NAD 83(1986)-  35 40 27.     (N)    093 05 44.     (W)     SCALED    
 FG0967* NAVD 88     -       587.168  (meters)    1926.40   (feet)  ADJUSTED  
 FG0967  ___________________________________________________________________
 FG0967  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FG0967  DYNAMIC HT  -         586.591 (meters)    1924.51  (feet)  COMP
 FG0967  MODELED GRAV-     979,631.5   (mgal)                       NAVD 88
 FG0967
 FG0967  VERT ORDER  -  SECOND    CLASS 0
 FG0967
 FG0967.The horizontal coordinates were scaled from a topographic map and have
 FG0967.an estimated accuracy of +/- 6 seconds.
 FG0967
 FG0967.The orthometric height was determined by differential leveling
 FG0967.and adjusted by the National Geodetic Survey in June 1991..
 FG0967
 FG0967.The geoid height was determined by GEOID03.
 FG0967
 FG0967.The dynamic height is computed by dividing the NAVD 88
 FG0967.geopotential number by the normal gravity value computed on the
 FG0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0967.degrees latitude (g = 980.6199 gals.).
 FG0967
 FG0967.The modeled gravity was interpolated from observed gravity values.
 FG0967
 FG0967;                    North         East    Units  Estimated Accuracy
 FG0967;SPC AR N     -   149,310.      300,820.      MT  (+/- 180 meters Scaled)
 FG0967
 FG0967                          SUPERSEDED SURVEY CONTROL
 FG0967
 FG0967  NGVD 29 (??/??/92)  587.085  (m)         1926.13   (f) ADJ UNCH    2 0
 FG0967
 FG0967.Superseded values are not recommended for survey control.
 FG0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0967.See file dsdata.txt to determine how the superseded data were derived.
 FG0967
 FG0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV913478(NAD 83)
 FG0967_MARKER: DB = BENCH MARK DISK
 FG0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0967_STAMPING: Y 47 1934
 FG0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0967+STABILITY: SURFACE MOTION
 FG0967
 FG0967  HISTORY     - Date     Condition        Report By
 FG0967  HISTORY     - 1934     MONUMENTED       CGS
 FG0967  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0967
 FG0967                          STATION DESCRIPTION
 FG0967
 FG0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0967'7.8 MI S FROM LURTON.
 FG0967'IN POPE COUNTY, 7.8 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE POST
 FG0967'OFFICE LURTON, AT A PATCH OF SMALL OAK TREES, 150 FEET NORTHEAST OF AN
 FG0967'18-INCH OAK TREE, 54.1 FEET WEST OF THE JUNCTION WITH AN OLD ROAD,
 FG0967'38.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP OF A
 FG0967'CONCRETE POST.
 FG0967
 FG0967                          STATION RECOVERY (1976)
 FG0967
 FG0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0311 ***********************************************************************
 GF0311  DESIGNATION -  Y 5
 GF0311  PID         -  GF0311
 GF0311  STATE/COUNTY-  AR/CARROLL
 GF0311  USGS QUAD   -  GREEN FOREST (1972)
 GF0311
 GF0311                         *CURRENT SURVEY CONTROL
 GF0311  ___________________________________________________________________
 GF0311* NAD 83(1986)-  36 19 11.     (N)    093 22 46.     (W)     SCALED    
 GF0311* NAVD 88     -       347.922  (meters)    1141.47   (feet)  ADJUSTED  
 GF0311  ___________________________________________________________________
 GF0311  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0311  DYNAMIC HT  -         347.614 (meters)    1140.46  (feet)  COMP
 GF0311  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 GF0311
 GF0311  VERT ORDER  -  FIRST     CLASS II
 GF0311
 GF0311.The horizontal coordinates were scaled from a topographic map and have
 GF0311.an estimated accuracy of +/- 6 seconds.
 GF0311
 GF0311.The orthometric height was determined by differential leveling
 GF0311.and adjusted by the National Geodetic Survey in June 1991..
 GF0311
 GF0311.The geoid height was determined by GEOID03.
 GF0311
 GF0311.The dynamic height is computed by dividing the NAVD 88
 GF0311.geopotential number by the normal gravity value computed on the
 GF0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0311.degrees latitude (g = 980.6199 gals.).
 GF0311
 GF0311.The modeled gravity was interpolated from observed gravity values.
 GF0311
 GF0311;                    North         East    Units  Estimated Accuracy
 GF0311;SPC AR N     -   221,250.      276,130.      MT  (+/- 180 meters Scaled)
 GF0311
 GF0311                          SUPERSEDED SURVEY CONTROL
 GF0311
 GF0311  NGVD 29 (??/??/92)  347.799  (m)         1141.07   (f) ADJ UNCH    1 2
 GF0311
 GF0311.Superseded values are not recommended for survey control.
 GF0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0311.See file dsdata.txt to determine how the superseded data were derived.
 GF0311
 GF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA659194(NAD 83)
 GF0311_MARKER: DB = BENCH MARK DISK
 GF0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0311_STAMPING: Y 5 1930
 GF0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0311+STABILITY: SURFACE MOTION
 GF0311
 GF0311  HISTORY     - Date     Condition        Report By
 GF0311  HISTORY     - 1930     MONUMENTED       CGS
 GF0311  HISTORY     - 1931     GOOD             NGS
 GF0311  HISTORY     - 20050620 MARK NOT FOUND   ARHD
 GF0311
 GF0311                          STATION DESCRIPTION
 GF0311
 GF0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 GF0311'1.9 MI W FROM COIN.
 GF0311'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 1.9 MILES WEST OF THE
 GF0311'STATION AT COIN (A FLAG STOP ON THE M. AND N. A. RR.), 118
 GF0311'FEET EAST OF THE TELEPHONE POLE NUMBERED 104-15, 36.6 FEET SOUTH
 GF0311'OF THE SOUTH AND NEAREST RAIL, IN THE EDGE OF A FIELD, SET IN
 GF0311'TOP OF A STANDARD CONCRETE MARK
 GF0311
 GF0311                          STATION RECOVERY (2005)
 GF0311
 GF0311'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GF0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0146 ***********************************************************************
 GG0146  DESIGNATION -  Y 50
 GG0146  PID         -  GG0146
 GG0146  STATE/COUNTY-  AR/WASHINGTON
 GG0146  USGS QUAD   -  ELKINS (1994)
 GG0146
 GG0146                         *CURRENT SURVEY CONTROL
 GG0146  ___________________________________________________________________
 GG0146* NAD 83(1986)-  36 01 24.     (N)    094 01 43.     (W)     SCALED    
 GG0146* NAVD 88     -       369.161  (meters)    1211.16   (feet)  ADJUSTED  
 GG0146  ___________________________________________________________________
 GG0146  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GG0146  DYNAMIC HT  -         368.825 (meters)    1210.05  (feet)  COMP
 GG0146  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 GG0146
 GG0146  VERT ORDER  -  SECOND    CLASS 0
 GG0146
 GG0146.The horizontal coordinates were scaled from a topographic map and have
 GG0146.an estimated accuracy of +/- 6 seconds.
 GG0146
 GG0146.The orthometric height was determined by differential leveling
 GG0146.and adjusted by the National Geodetic Survey in June 1991..
 GG0146
 GG0146.The geoid height was determined by GEOID03.
 GG0146
 GG0146.The dynamic height is computed by dividing the NAVD 88
 GG0146.geopotential number by the normal gravity value computed on the
 GG0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0146.degrees latitude (g = 980.6199 gals.).
 GG0146
 GG0146.The modeled gravity was interpolated from observed gravity values.
 GG0146
 GG0146;                    North         East    Units  Estimated Accuracy
 GG0146;SPC AR N     -   189,380.      217,170.      MT  (+/- 180 meters Scaled)
 GG0146
 GG0146                          SUPERSEDED SURVEY CONTROL
 GG0146
 GG0146  NGVD 29 (??/??/92)  369.012  (m)         1210.67   (f) ADJ UNCH    2 0
 GG0146
 GG0146.Superseded values are not recommended for survey control.
 GG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0146.See file dsdata.txt to determine how the superseded data were derived.
 GG0146
 GG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV073870(NAD 83)
 GG0146_MARKER: DB = BENCH MARK DISK
 GG0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0146_STAMPING: Y 50 1934
 GG0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0146+STABILITY: SURFACE MOTION
 GG0146
 GG0146  HISTORY     - Date     Condition        Report By
 GG0146  HISTORY     - 1934     MONUMENTED       CGS
 GG0146  HISTORY     - 1960     GOOD             NGS
 GG0146
 GG0146                          STATION DESCRIPTION
 GG0146
 GG0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0146'1.9 MI NW FROM ELKINS.
 GG0146'MARK RECOVERED ON THE SOUTH SIDE OF A ROAD, ABOUT MIDWAY OF AN
 GG0146'EAST-WEST JOG IN THE NORTH-SOUTH ROAD, JUST NORTHEAST OF A SMALL
 GG0146'POND, 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 3 FEET SOUTH
 GG0146'OF THE RIGHT OF WAY FENCE.  THE MARK IS ABOUT 0.2 MILE NORTHEAST
 GG0146'OF HUGH KANES FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0492 ***********************************************************************
 GF0492  DESIGNATION -  Y 51
 GF0492  PID         -  GF0492
 GF0492  STATE/COUNTY-  AR/MADISON
 GF0492  USGS QUAD   -  SANDSTONE MOUNTAIN (1976)
 GF0492
 GF0492                         *CURRENT SURVEY CONTROL
 GF0492  ___________________________________________________________________
 GF0492* NAD 83(1986)-  36 17 43.     (N)    093 45 40.     (W)     SCALED    
 GF0492* NAVD 88     -       496.882  (meters)    1630.19   (feet)  ADJUSTED  
 GF0492  ___________________________________________________________________
 GF0492  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GF0492  DYNAMIC HT  -         496.435 (meters)    1628.72  (feet)  COMP
 GF0492  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 GF0492
 GF0492  VERT ORDER  -  SECOND    CLASS 0
 GF0492
 GF0492.The horizontal coordinates were scaled from a topographic map and have
 GF0492.an estimated accuracy of +/- 6 seconds.
 GF0492
 GF0492.The orthometric height was determined by differential leveling
 GF0492.and adjusted by the National Geodetic Survey in June 1991..
 GF0492
 GF0492.The geoid height was determined by GEOID03.
 GF0492
 GF0492.The dynamic height is computed by dividing the NAVD 88
 GF0492.geopotential number by the normal gravity value computed on the
 GF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0492.degrees latitude (g = 980.6199 gals.).
 GF0492
 GF0492.The modeled gravity was interpolated from observed gravity values.
 GF0492
 GF0492;                    North         East    Units  Estimated Accuracy
 GF0492;SPC AR N     -   219,080.      241,810.      MT  (+/- 180 meters Scaled)
 GF0492
 GF0492                          SUPERSEDED SURVEY CONTROL
 GF0492
 GF0492  NGVD 29 (??/??/92)  496.740  (m)         1629.72   (f) ADJ UNCH    2 0
 GF0492
 GF0492.Superseded values are not recommended for survey control.
 GF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0492.See file dsdata.txt to determine how the superseded data were derived.
 GF0492
 GF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA316169(NAD 83)
 GF0492_MARKER: DB = BENCH MARK DISK
 GF0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0492_STAMPING: Y 51 1934
 GF0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0492+STABILITY: SURFACE MOTION
 GF0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0492+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 GF0492
 GF0492  HISTORY     - Date     Condition        Report By
 GF0492  HISTORY     - 1934     MONUMENTED       CGS
 GF0492  HISTORY     - 1934     GOOD             NGS
 GF0492  HISTORY     - 1987     GOOD             USPSQD
 GF0492  HISTORY     - 1988     GOOD             USPSQD
 GF0492  HISTORY     - 20030123 GOOD             ARHD
 GF0492
 GF0492                          STATION DESCRIPTION
 GF0492
 GF0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0492'10.4 MI N FROM FORUM.
 GF0492'LOCATED 9.75 MILES NORTH ALONG STATE HIGHWAY 23, THENCE TAKE
 GF0492'RIGHT FORK AND GO 0.6 MILE, FROM THE VILLAGE OF FORUM, MADISON
 GF0492'COUNTY, ON THE EAST SLOPE OF THE HILL, 0.7 MILE SOUTH OF THE
 GF0492'CARROLL-MADISON COUNTY LINE, ABOUT 95 PACES SOUTHWEST OF THE
 GF0492'ALVIN FRYER FARM HOUSE, WHICH IS A GREEN HOUSE WITH A BLUE ROOF
 GF0492'AND A CONCRETE FOUNDATION, 61 PACES EAST OF THE CENTERLINE OF THE
 GF0492'NEW HIGHWAY WHICH FOLLOWS THE TOP OF THE RIDGE, 34 FEET WEST OF
 GF0492'THE CENTER OF THE OLD GRAVELED ROAD, 15 FEET EAST OF A WOOD ROAD,
 GF0492'AND OPPOSITE THE DEEP GULLY WHICH IS EAST OF THE GRAVELED ROAD.
 GF0492'IT IS A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST,
 GF0492'STAMPED Y 51 1934, PROJECTING 4 INCHES AND ABOUT 3 FEET ABOVE
 GF0492'THE LEVEL OF THE ROAD.
 GF0492
 GF0492                          STATION RECOVERY (1987)
 GF0492
 GF0492'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0492'RECOVERED IN GOOD CONDITION.
 GF0492
 GF0492                          STATION RECOVERY (1988)
 GF0492
 GF0492'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAP)
 GF0492'RECOVERED IN GOOD CONDITION.
 GF0492
 GF0492                          STATION RECOVERY (2003)
 GF0492
 GF0492'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2003
 GF0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1689 ***********************************************************************
 EH1689  DESIGNATION -  Y 53
 EH1689  PID         -  EH1689
 EH1689  STATE/COUNTY-  AR/JEFFERSON
 EH1689  USGS QUAD   -  ALTHEIMER (1971)
 EH1689
 EH1689                         *CURRENT SURVEY CONTROL
 EH1689  ___________________________________________________________________
 EH1689* NAD 83(1986)-  34 21 42.     (N)    091 47 42.     (W)     SCALED    
 EH1689* NAVD 88     -        61.105  (meters)     200.48   (feet)  ADJUSTED  
 EH1689  ___________________________________________________________________
 EH1689  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH1689  DYNAMIC HT  -          61.046 (meters)     200.28  (feet)  COMP
 EH1689  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 EH1689
 EH1689  VERT ORDER  -  SECOND    CLASS 0
 EH1689
 EH1689.The horizontal coordinates were scaled from a topographic map and have
 EH1689.an estimated accuracy of +/- 6 seconds.
 EH1689
 EH1689.The orthometric height was determined by differential leveling
 EH1689.and adjusted by the National Geodetic Survey in June 1991..
 EH1689
 EH1689.The geoid height was determined by GEOID03.
 EH1689
 EH1689.The dynamic height is computed by dividing the NAVD 88
 EH1689.geopotential number by the normal gravity value computed on the
 EH1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1689.degrees latitude (g = 980.6199 gals.).
 EH1689
 EH1689.The modeled gravity was interpolated from observed gravity values.
 EH1689
 EH1689;                    North         East    Units  Estimated Accuracy
 EH1689;SPC AR S     -   588,020.      418,860.      MT  (+/- 180 meters Scaled)
 EH1689
 EH1689                          SUPERSEDED SURVEY CONTROL
 EH1689
 EH1689  NGVD 29 (??/??/??)   61.138  (m)          200.58   (f) ADJUSTED    2 0
 EH1689
 EH1689.Superseded values are not recommended for survey control.
 EH1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1689.See file dsdata.txt to determine how the superseded data were derived.
 EH1689
 EH1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU108029(NAD 83)
 EH1689_MARKER: DB = BENCH MARK DISK
 EH1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1689_STAMPING: Y 53 1934
 EH1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1689+STABILITY: SURFACE MOTION
 EH1689
 EH1689  HISTORY     - Date     Condition        Report By
 EH1689  HISTORY     - 1934     MONUMENTED       CGS
 EH1689  HISTORY     - 1937     GOOD             ARGS
 EH1689  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1689
 EH1689                          STATION DESCRIPTION
 EH1689
 EH1689'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1937
 EH1689'IN WABBASEKA.
 EH1689'AT WABBASEKA ON THE ST. LOUIS SOUTHWESTERN RAILWAY 34 FEET WEST OF THE
 EH1689'WEST CORNER OF THE STATION 66.5 FEET NORTHWEST OF THE CENTER LINE OF
 EH1689'THE MAIN TRACK 244 FEET NORTH OF POLE 251+20.  A STANDARD DISK SET IN
 EH1689'TOP OF A CONCRETE POST.
 EH1689
 EH1689                          STATION RECOVERY (1964)
 EH1689
 EH1689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EH1689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1192 ***********************************************************************
 EH1192  DESIGNATION -  Y 54
 EH1192  PID         -  EH1192
 EH1192  STATE/COUNTY-  AR/MONROE
 EH1192  USGS QUAD   -  ULM (1968)
 EH1192
 EH1192                         *CURRENT SURVEY CONTROL
 EH1192  ___________________________________________________________________
 EH1192* NAD 83(1986)-  34 37 21.     (N)    091 23 52.     (W)     SCALED    
 EH1192* NAVD 88     -        61.033  (meters)     200.24   (feet)  ADJUSTED  
 EH1192  ___________________________________________________________________
 EH1192  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH1192  DYNAMIC HT  -          60.975 (meters)     200.05  (feet)  COMP
 EH1192  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 EH1192
 EH1192  VERT ORDER  -  FIRST     CLASS II
 EH1192
 EH1192.The horizontal coordinates were scaled from a topographic map and have
 EH1192.an estimated accuracy of +/- 6 seconds.
 EH1192
 EH1192.The orthometric height was determined by differential leveling
 EH1192.and adjusted by the National Geodetic Survey in June 1991..
 EH1192
 EH1192.The geoid height was determined by GEOID03.
 EH1192
 EH1192.The dynamic height is computed by dividing the NAVD 88
 EH1192.geopotential number by the normal gravity value computed on the
 EH1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1192.degrees latitude (g = 980.6199 gals.).
 EH1192
 EH1192.The modeled gravity was interpolated from observed gravity values.
 EH1192
 EH1192;                    North         East    Units  Estimated Accuracy
 EH1192;SPC AR S     -   617,090.      455,230.      MT  (+/- 180 meters Scaled)
 EH1192
 EH1192                          SUPERSEDED SURVEY CONTROL
 EH1192
 EH1192  NGVD 29 (??/??/??)   61.058  (m)          200.32   (f) ADJUSTED    1 2
 EH1192
 EH1192.Superseded values are not recommended for survey control.
 EH1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1192.See file dsdata.txt to determine how the superseded data were derived.
 EH1192
 EH1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU468323(NAD 83)
 EH1192_MARKER: DB = BENCH MARK DISK
 EH1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1192_STAMPING: Y 54 1935
 EH1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1192+STABILITY: SURFACE MOTION
 EH1192
 EH1192  HISTORY     - Date     Condition        Report By
 EH1192  HISTORY     - 1935     MONUMENTED       CGS
 EH1192  HISTORY     - 1955     GOOD             CGS
 EH1192  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH1192
 EH1192                          STATION DESCRIPTION
 EH1192
 EH1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1192'0.8 MI SW FROM ROE.
 EH1192'ABOUT 0.8 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 EH1192'THE STATION SIGN AT ROE, ABOUT 0.3 MILE SOUTHWEST OF MILE POLE 221, AT
 EH1192'AN EAST-WEST GRAVEL ROAD CROSSING, 44.5 FEET NORTHWEST OF NORTHWEST
 EH1192'RAIL OF MAIN TRACK, 105 FEET WEST-SOUTHWEST OF CENTER OF CROSSING OF
 EH1192'GRAVEL ROAD AND MAIN TRACK, 49 FEET SOUTH OF CENTER LINE OF GRAVEL
 EH1192'ROAD, 64 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 79, 21.6 FEET
 EH1192'NORTHEAST OF A HIGHWAY R/W MARKER, 91 1/2 FEET EAST-NORTHEAST OF
 EH1192'NORTHEAST END OF SOUTHEAST CONCRETE HEAD WALL OF A 30-INCH PIPE
 EH1192'CULVERT UNDER HIGHWAY 79, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 EH1192'WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 EH1192'A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- WEEDS COVERED THE AREA.
 EH1192
 EH1192                          STATION RECOVERY (1967)
 EH1192
 EH1192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0814 ***********************************************************************
 EH0814  DESIGNATION -  Y 55
 EH0814  PID         -  EH0814
 EH0814  STATE/COUNTY-  AR/PHILLIPS
 EH0814  USGS QUAD   -  MARVELL (1971)
 EH0814
 EH0814                         *CURRENT SURVEY CONTROL
 EH0814  ___________________________________________________________________
 EH0814* NAD 83(1986)-  34 33 49.     (N)    090 58 17.     (W)     SCALED    
 EH0814* NAVD 88     -        55.274  (meters)     181.34   (feet)  ADJUSTED  
 EH0814  ___________________________________________________________________
 EH0814  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EH0814  DYNAMIC HT  -          55.221 (meters)     181.17  (feet)  COMP
 EH0814  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EH0814
 EH0814  VERT ORDER  -  FIRST     CLASS II
 EH0814
 EH0814.The horizontal coordinates were scaled from a topographic map and have
 EH0814.an estimated accuracy of +/- 6 seconds.
 EH0814
 EH0814.The orthometric height was determined by differential leveling
 EH0814.and adjusted by the National Geodetic Survey in June 1991..
 EH0814
 EH0814.The geoid height was determined by GEOID03.
 EH0814
 EH0814.The dynamic height is computed by dividing the NAVD 88
 EH0814.geopotential number by the normal gravity value computed on the
 EH0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0814.degrees latitude (g = 980.6199 gals.).
 EH0814
 EH0814.The modeled gravity was interpolated from observed gravity values.
 EH0814
 EH0814;                    North         East    Units  Estimated Accuracy
 EH0814;SPC AR S     -   610,870.      494,390.      MT  (+/- 180 meters Scaled)
 EH0814
 EH0814                          SUPERSEDED SURVEY CONTROL
 EH0814
 EH0814  NGVD 29 (??/??/??)   55.305  (m)          181.45   (f) ADJUSTED    1 2
 EH0814
 EH0814.Superseded values are not recommended for survey control.
 EH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0814.See file dsdata.txt to determine how the superseded data were derived.
 EH0814
 EH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU861265(NAD 83)
 EH0814_MARKER: DB = BENCH MARK DISK
 EH0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0814_STAMPING: Y 55 1935
 EH0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0814+STABILITY: SURFACE MOTION
 EH0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0814+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2003
 EH0814
 EH0814  HISTORY     - Date     Condition        Report By
 EH0814  HISTORY     - 1935     MONUMENTED       CGS
 EH0814  HISTORY     - 1956     GOOD             CGS
 EH0814  HISTORY     - 1976     GOOD             NGS
 EH0814  HISTORY     - 20030306 GOOD             USACE
 EH0814
 EH0814                          STATION DESCRIPTION
 EH0814
 EH0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0814'3.25 MI W FROM MARVELL.
 EH0814'ABOUT 3.25 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 EH0814'FROM THE STATION AT MARVELL, ABOUT 0.4 MILE WEST OF MILE POLE 341,
 EH0814'ABOUT 0.55 MILE EAST OF GRAVEL ROAD CROSSING AT HICKS, 30 FEET SOUTH
 EH0814'OF SOUTH RAIL, 44 FEET WEST OF MILEAGE POLE NO. 341/10, 4 FEET
 EH0814'NORTHEAST OF A YARD FENCE CORNER, 65 FEET SOUTHEAST AND ACROSS TRACK
 EH0814'FROM TELEPHONE POLE NO. 942, 56 FEET NORTHWEST OF NORTHWEST CORNER OF
 EH0814'WILLIAM HEIGHELBERG RESIDENCE, 1 1/2 FEET WEST OF A WHITE WOODEN
 EH0814'WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 EH0814'POST PROJECTING 3 INCHES.
 EH0814
 EH0814                          STATION RECOVERY (1976)
 EH0814
 EH0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0814'RECOVERED IN GOOD CONDITION.
 EH0814
 EH0814                          STATION RECOVERY (2003)
 EH0814
 EH0814'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1012 ***********************************************************************
 EH1012  DESIGNATION -  Y 56
 EH1012  PID         -  EH1012
 EH1012  STATE/COUNTY-  AR/LEE
 EH1012  USGS QUAD   -  MARIANNA (1992)
 EH1012
 EH1012                         *CURRENT SURVEY CONTROL
 EH1012  ___________________________________________________________________
 EH1012* NAD 83(1986)-  34 46 17.     (N)    090 45 43.     (W)     SCALED    
 EH1012* NAVD 88     -        68.824  (meters)     225.80   (feet)  ADJUSTED  
 EH1012  ___________________________________________________________________
 EH1012  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH1012  DYNAMIC HT  -          68.760 (meters)     225.59  (feet)  COMP
 EH1012  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 EH1012
 EH1012  VERT ORDER  -  SECOND    CLASS 0
 EH1012
 EH1012.The horizontal coordinates were scaled from a topographic map and have
 EH1012.an estimated accuracy of +/- 6 seconds.
 EH1012
 EH1012.The orthometric height was determined by differential leveling
 EH1012.and adjusted by the National Geodetic Survey in June 1991..
 EH1012
 EH1012.The geoid height was determined by GEOID03.
 EH1012
 EH1012.The dynamic height is computed by dividing the NAVD 88
 EH1012.geopotential number by the normal gravity value computed on the
 EH1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1012.degrees latitude (g = 980.6199 gals.).
 EH1012
 EH1012.The modeled gravity was interpolated from observed gravity values.
 EH1012
 EH1012;                    North         East    Units  Estimated Accuracy
 EH1012;SPC AR S     -   634,130.      513,330.      MT  (+/- 180 meters Scaled)
 EH1012
 EH1012                          SUPERSEDED SURVEY CONTROL
 EH1012
 EH1012  NGVD 29 (??/??/??)   68.831  (m)          225.82   (f) ADJUSTED    2 0
 EH1012
 EH1012.Superseded values are not recommended for survey control.
 EH1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1012.See file dsdata.txt to determine how the superseded data were derived.
 EH1012
 EH1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU048499(NAD 83)
 EH1012_MARKER: DB = BENCH MARK DISK
 EH1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1012_STAMPING: Y-56 1935
 EH1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1012+STABILITY: SURFACE MOTION
 EH1012
 EH1012  HISTORY     - Date     Condition        Report By
 EH1012  HISTORY     - 1935     MONUMENTED       CGS
 EH1012  HISTORY     - 20030305 POOR             USACE
 EH1012
 EH1012                          STATION DESCRIPTION
 EH1012
 EH1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1012'IN MARIANNA.
 EH1012'118.7 FEET NORTH OF NORTH CURB OF EAST MAIN STREET.  65.2 FEET EAST OF
 EH1012'EAST CURB OF NORTH POPULAR STREET.  36.8 FEET SOUTH OF SOUTH EDGE OF
 EH1012'BASE TO MONUMENT ERECTED TO CONFEDERATE SOLDIERS.  9.6 FT. SOUTH OF A
 EH1012'CEDAR TREE.  TABLET SET IN PRECAST CONCRETE POST, SET FLUSH WITH LEVEL
 EH1012'OF GROUND.
 EH1012
 EH1012                          STATION RECOVERY (2003)
 EH1012
 EH1012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1012'DISK HAS BEEN SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH3130 ***********************************************************************
 EH3130  DESIGNATION -  Y 56
 EH3130  PID         -  EH3130
 EH3130  STATE/COUNTY-  AR/LEE
 EH3130  USGS QUAD   -  MARIANNA (1992)
 EH3130
 EH3130                         *CURRENT SURVEY CONTROL
 EH3130  ___________________________________________________________________
 EH3130* NAD 83(1997)-  34 46 26.12533(N)    090 45 26.00800(W)     ADJUSTED  
 EH3130* NAVD 88     -        68.82   (+/-2cm)     225.8    (feet)  VERTCON   
 EH3130  ___________________________________________________________________
 EH3130  X           -     -69,313.657 (meters)                     COMP
 EH3130  Y           -  -5,244,348.350 (meters)                     COMP
 EH3130  Z           -   3,617,317.733 (meters)                     COMP
 EH3130  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EH3130  ELLIP HEIGHT-          41.99  (meters)          (09/24/01) GPS OBS
 EH3130  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH3130
 EH3130  HORZ ORDER  -  FIRST
 EH3130  VERT ORDER  -  THIRD ? (See Below)
 EH3130  ELLP ORDER  -  FOURTH    CLASS II
 EH3130
 EH3130.The horizontal coordinates were established by GPS observations
 EH3130.and adjusted by the National Geodetic Survey in September 1999..
 EH3130
 EH3130.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3130.The vertical order pertains to the NGVD 29 superseded value.
 EH3130
 EH3130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3130
 EH3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3130
 EH3130.The ellipsoidal height was determined by GPS observations
 EH3130.and is referenced to NAD 83.
 EH3130
 EH3130.The geoid height was determined by GEOID03.
 EH3130
 EH3130;                    North         East     Units Scale Factor Converg.
 EH3130;SPC AR S     -   634,419.483   513,759.248   MT  1.00000163   +0 41 44.1
 EH3130;SPC AR S     - 2,081,424.59  1,685,558.47   sFT  1.00000163   +0 41 44.1
 EH3130;UTM  15      - 3,850,264.207   705,236.742   MT  1.00011919   +1 16 46.5
 EH3130
 EH3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3130!SPC AR S     -   0.99999341  x   1.00000163  =   0.99999504
 EH3130!UTM  15      -   0.99999341  x   1.00011919  =   1.00011260
 EH3130
 EH3130                          SUPERSEDED SURVEY CONTROL
 EH3130
 EH3130  ELLIP H (09/14/99)   42.12   (m)                       GP(       ) 4 1
 EH3130  NAD 83(1997)-  34 46 26.12748(N)    090 45 26.00652(W) AD(       ) 1
 EH3130  NAD 83(1997)-  34 46 26.12785(N)    090 45 26.00641(W) AD(       ) 1
 EH3130  NAD 83(1986)-  34 46 26.13402(N)    090 45 26.00375(W) AD(       ) 1
 EH3130  NGVD 29 (11/13/90)   68.83   (m)          225.8    (f) LEVELING    3  
 EH3130
 EH3130.Superseded values are not recommended for survey control.
 EH3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3130.See file dsdata.txt to determine how the superseded data were derived.
 EH3130
 EH3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0523750264(NAD 83)
 EH3130_MARKER: DB = BENCH MARK DISK
 EH3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3130_SP_SET: CONCRETE POST
 EH3130_STAMPING: Y 56 1935
 EH3130_MARK LOGO: CGS   
 EH3130_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3130+STABILITY: SURFACE MOTION
 EH3130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3130+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1990
 EH3130
 EH3130  HISTORY     - Date     Condition        Report By
 EH3130  HISTORY     - UNK      MONUMENTED
 EH3130  HISTORY     - 19900330 GOOD             NGS
 EH3130
 EH3130                          STATION DESCRIPTION
 EH3130
 EH3130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EH3130'NOTE=MARK APPEARS TO BE SLIGHTLY LEANING TO THE NORTH.
 EH3130'STATION IS LOCATED ABOUT 25.7 KM (16.0 MI) SOUTH OF FORREST CITY, 20.8
 EH3130'KM (12.9 MI) EAST-SOUTHEAST OF MORO, AND 14.0 KM (8.7 MI) NORTHEAST
 EH3130'OF RONDO.  OWNERSHIP--CITY OF MARIANNA, MARTIN CHAFFIN, MAYOR.
 EH3130'TO REACH FROM THE POST OFFICE IN MARIANNA, GO EAST ON MAIN STREET FOR
 EH3130'0.21 KM (0.13 MI) TO THE STATION ON THE LEFT.  IN THE CENTER OF THE
 EH3130'CITY PARK.  ACROSS COURT STREET FROM CITY HALL.
 EH3130'STATION IS A STANDARD CGS BEMCH MARK DISK STAMPED---Y 56 1935---. SET
 EH3130'IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EH3130'GROUND.  IT IS 36.2 M (118.8 FT) NORTH OF THE NORTH CURB OF MAIN
 EH3130'STREET, 19.93 M (65.39 FT) EAST OF THE EAST CURB OF POPLAR STREET,
 EH3130'19.55 M (64.14 FT) WEST OF THE WEST CURB OF COURT STREET, 10.02 M
 EH3130'(32.87 FT) SOUTH OF THE SOUTH EDGE OF THE BASE OF THE CONFEDERATE
 EH3130'SOLDIERS MONUMENT, AND 3.75 M (12.30 FT) NORTH OF A FLAG POLE.
 EH3130'DESCRIBED BY E.J.HANSMANN.  CHECKED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1299 ***********************************************************************
 EJ1299  DESIGNATION -  Y 58
 EJ1299  PID         -  EJ1299
 EJ1299  STATE/COUNTY-  AR/GARLAND
 EJ1299  USGS QUAD   -  HOT SPRINGS NORTH (1976)
 EJ1299
 EJ1299                         *CURRENT SURVEY CONTROL
 EJ1299  ___________________________________________________________________
 EJ1299* NAD 83(1986)-  34 30 40.     (N)    093 03 12.     (W)     SCALED    
 EJ1299* NAVD 88     -       183.913  (meters)     603.39   (feet)  ADJUSTED  
 EJ1299  ___________________________________________________________________
 EJ1299  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EJ1299  DYNAMIC HT  -         183.733 (meters)     602.80  (feet)  COMP
 EJ1299  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 EJ1299
 EJ1299  VERT ORDER  -  SECOND    CLASS 0
 EJ1299
 EJ1299.The horizontal coordinates were scaled from a topographic map and have
 EJ1299.an estimated accuracy of +/- 6 seconds.
 EJ1299
 EJ1299.The orthometric height was determined by differential leveling
 EJ1299.and adjusted by the National Geodetic Survey in June 1991..
 EJ1299
 EJ1299.The geoid height was determined by GEOID03.
 EJ1299
 EJ1299.The dynamic height is computed by dividing the NAVD 88
 EJ1299.geopotential number by the normal gravity value computed on the
 EJ1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1299.degrees latitude (g = 980.6199 gals.).
 EJ1299
 EJ1299.The modeled gravity was interpolated from observed gravity values.
 EJ1299
 EJ1299;                    North         East    Units  Estimated Accuracy
 EJ1299;SPC AR S     -   605,070.      303,280.      MT  (+/- 180 meters Scaled)
 EJ1299
 EJ1299                          SUPERSEDED SURVEY CONTROL
 EJ1299
 EJ1299  NGVD 29 (??/??/92)  183.905  (m)          603.36   (f) ADJ UNCH    2 0
 EJ1299
 EJ1299.Superseded values are not recommended for survey control.
 EJ1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1299.See file dsdata.txt to determine how the superseded data were derived.
 EJ1299
 EJ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU951188(NAD 83)
 EJ1299_MARKER: Z = SEE DESCRIPTION
 EJ1299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1299_SP_SET: STEPS
 EJ1299_STAMPING: Y-58 1934
 EJ1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1299
 EJ1299  HISTORY     - Date     Condition        Report By
 EJ1299  HISTORY     - 1934     MONUMENTED       CGS
 EJ1299  HISTORY     - 1939     GOOD             NGS
 EJ1299  HISTORY     - 1965     GOOD             NGS
 EJ1299
 EJ1299                          STATION DESCRIPTION
 EJ1299
 EJ1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1299'IN HOT SPRINGS.
 EJ1299'IN SOUTHEAST SIDEWALL OF STEPS TO SOUTHWEST ENTRANCE TO HOT SPRINGS
 EJ1299'POST OFFICE.  183 FEET NORTHWEST OF CHICAGO, ROCK ISLAND AND PACIFIC
 EJ1299'R. R. MAIN LINE TRACK.  132 FEET NORTHWEST OF BENTON STREET.  54.7
 EJ1299'FEET NORTHWEST OF SOUTHWEST CORNER OF BUILDING.  27.4 FEET NORTHEAST
 EJ1299'OF CENTLINE OF DRIVEWAY ON SOUTHWEST SIDE OF BUILDING.  6.8 FEET
 EJ1299'SOUTHEAST OF CENTERLINE OF SOUTHWEST ENTRANCE.  4.5 FEET ABOVE LAWN
 EJ1299'AND 2.8 FEET SOUTHWEST OF SOUTHWEST WALL OF BUILDING.  NOTE-- THE
 EJ1299'BUILDING IS NOW THE CITY HALL SINCE THE NEW POST OFFICE BUILDING HAS
 EJ1299'BEEN COMPLETED.
 EJ1299
 EJ1299                          STATION RECOVERY (1965)
 EJ1299
 EJ1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EJ1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0495 ***********************************************************************
 FG0495  DESIGNATION -  Y 6
 FG0495  PID         -  FG0495
 FG0495  STATE/COUNTY-  AR/SEARCY
 FG0495  USGS QUAD   -  MARSHALL (1980)
 FG0495
 FG0495                         *CURRENT SURVEY CONTROL
 FG0495  ___________________________________________________________________
 FG0495* NAD 83(1986)-  35 54 33.     (N)    092 37 53.     (W)     SCALED    
 FG0495* NAVD 88     -       320.307  (meters)    1050.87   (feet)  ADJUSTED  
 FG0495  ___________________________________________________________________
 FG0495  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FG0495  DYNAMIC HT  -         320.014 (meters)    1049.91  (feet)  COMP
 FG0495  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 FG0495
 FG0495  VERT ORDER  -  FIRST     CLASS II
 FG0495
 FG0495.The horizontal coordinates were scaled from a topographic map and have
 FG0495.an estimated accuracy of +/- 6 seconds.
 FG0495
 FG0495.The orthometric height was determined by differential leveling
 FG0495.and adjusted by the National Geodetic Survey in June 1991..
 FG0495
 FG0495.The geoid height was determined by GEOID03.
 FG0495
 FG0495.The dynamic height is computed by dividing the NAVD 88
 FG0495.geopotential number by the normal gravity value computed on the
 FG0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0495.degrees latitude (g = 980.6199 gals.).
 FG0495
 FG0495.The modeled gravity was interpolated from observed gravity values.
 FG0495
 FG0495;                    North         East    Units  Estimated Accuracy
 FG0495;SPC AR N     -   175,010.      343,010.      MT  (+/- 180 meters Scaled)
 FG0495
 FG0495                          SUPERSEDED SURVEY CONTROL
 FG0495
 FG0495  NGVD 29 (??/??/92)  320.177  (m)         1050.45   (f) ADJ UNCH    1 2
 FG0495
 FG0495.Superseded values are not recommended for survey control.
 FG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0495.See file dsdata.txt to determine how the superseded data were derived.
 FG0495
 FG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV332739(NAD 83)
 FG0495_MARKER: DB = BENCH MARK DISK
 FG0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0495_SP_SET: BUILDING
 FG0495_STAMPING: Y-6 1931
 FG0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0495+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 FG0495
 FG0495  HISTORY     - Date     Condition        Report By
 FG0495  HISTORY     - 1931     MONUMENTED       CGS
 FG0495  HISTORY     - 1935     GOOD             NGS
 FG0495  HISTORY     - 20060310 GOOD             ARHD
 FG0495
 FG0495                          STATION DESCRIPTION
 FG0495
 FG0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0495'IN MARSHALL.
 FG0495'AT MARSHALL.  ABOUT 150.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF SEARCY
 FG0495'COUNTY COURT HOUSE.  9.7 FEET EAST OF NORTHEAST CORNER OF MAIN
 FG0495'ENTRANCE DOOR.  3.0 FEET BELOW WINDOW SILL OF FIRST STATE BANK
 FG0495'BUILDING.  1.2 FEET ABOVE SIDEWALK.  0.9 FEET WEST OF NORTHEAST CORNER
 FG0495'OF FIRST STATE BANK BUILDING AND SOUTHWEST CORNER OF GLEES BEAUTY
 FG0495'SHOP.  STANDARD BRONZE TABLET SET VERTICALLY IN LIMESTONE LEDGE OF
 FG0495'BUILDING.  STAMPED Y-6, 1931.
 FG0495
 FG0495                          STATION RECOVERY (2006)
 FG0495
 FG0495'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FG0495'POINT IS BEHIND A COVER ON NEW SIDING ON BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1007 ***********************************************************************
 DL1007  DESIGNATION -  Y 60
 DL1007  PID         -  DL1007
 DL1007  STATE/COUNTY-  AR/HOWARD
 DL1007  USGS QUAD   -  NASHVILLE (1951)
 DL1007
 DL1007                         *CURRENT SURVEY CONTROL
 DL1007  ___________________________________________________________________
 DL1007* NAD 83(1986)-  33 55 46.     (N)    093 49 31.     (W)     SCALED    
 DL1007* NAVD 88     -       112.265  (meters)     368.32   (feet)  ADJUSTED  
 DL1007  ___________________________________________________________________
 DL1007  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DL1007  DYNAMIC HT  -         112.151 (meters)     367.95  (feet)  COMP
 DL1007  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 DL1007
 DL1007  VERT ORDER  -  SECOND    CLASS 0
 DL1007
 DL1007.The horizontal coordinates were scaled from a topographic map and have
 DL1007.an estimated accuracy of +/- 6 seconds.
 DL1007
 DL1007.The orthometric height was determined by differential leveling
 DL1007.and adjusted by the National Geodetic Survey in June 1991..
 DL1007
 DL1007.The geoid height was determined by GEOID03.
 DL1007
 DL1007.The dynamic height is computed by dividing the NAVD 88
 DL1007.geopotential number by the normal gravity value computed on the
 DL1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1007.degrees latitude (g = 980.6199 gals.).
 DL1007
 DL1007.The modeled gravity was interpolated from observed gravity values.
 DL1007
 DL1007;                    North         East    Units  Estimated Accuracy
 DL1007;SPC AR S     -   541,560.      231,260.      MT  (+/- 180 meters Scaled)
 DL1007
 DL1007                          SUPERSEDED SURVEY CONTROL
 DL1007
 DL1007  NGVD 29 (??/??/92)  112.270  (m)          368.34   (f) ADJ UNCH    2 0
 DL1007
 DL1007.Superseded values are not recommended for survey control.
 DL1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1007.See file dsdata.txt to determine how the superseded data were derived.
 DL1007
 DL1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT237546(NAD 83)
 DL1007_MARKER: DB = BENCH MARK DISK
 DL1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1007_STAMPING: Y 60 1934
 DL1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1007+STABILITY: SURFACE MOTION
 DL1007
 DL1007  HISTORY     - Date     Condition        Report By
 DL1007  HISTORY     - 1934     MONUMENTED       CGS
 DL1007  HISTORY     - 1962     GOOD             NGS
 DL1007
 DL1007                          STATION DESCRIPTION
 DL1007
 DL1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1007'1.6 MI SE FROM NASHVILLE.
 DL1007'1.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL1007'STATION AT NASHVILLE, HOWARD COUNTY, 105 FEET EAST OF THE THIRD POLE
 DL1007'EAST OF THE TWENTIETH POLE NORTHWEST OF MILEPOST 481, 315 FEET WEST OF
 DL1007'THE WEST END OF TRESTLE NO. 51, AT THE CROSSING OF THE ROAD ALONG THE
 DL1007'HOWARD-HEMPSTEAD COUNTY LINE, 44 FEET NORTHWEST OF THE CENTERLINE OF
 DL1007'THE TRACK, 18.6 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 DL1007'SOUTHEAST OF THE SOUTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED Y
 DL1007'60 1934 AND SET IN THE TOP OF A CONCRETE POST.  (112.270 METERS OR
 DL1007'368.339 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0962 ***********************************************************************
 DL0962  DESIGNATION -  Y 63
 DL0962  PID         -  DL0962
 DL0962  STATE/COUNTY-  AR/HEMPSTEAD
 DL0962  USGS QUAD   -  FULTON (1975)
 DL0962
 DL0962                         *CURRENT SURVEY CONTROL
 DL0962  ___________________________________________________________________
 DL0962* NAD 83(1986)-  33 36 59.     (N)    093 46 48.     (W)     SCALED    
 DL0962* NAVD 88     -        82.103  (meters)     269.37   (feet)  ADJUSTED  
 DL0962  ___________________________________________________________________
 DL0962  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DL0962  DYNAMIC HT  -          82.017 (meters)     269.08  (feet)  COMP
 DL0962  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 DL0962
 DL0962  VERT ORDER  -  SECOND    CLASS 0
 DL0962
 DL0962.The horizontal coordinates were scaled from a topographic map and have
 DL0962.an estimated accuracy of +/- 6 seconds.
 DL0962
 DL0962.The orthometric height was determined by differential leveling
 DL0962.and adjusted by the National Geodetic Survey in June 1991..
 DL0962
 DL0962.The geoid height was determined by GEOID03.
 DL0962
 DL0962.The dynamic height is computed by dividing the NAVD 88
 DL0962.geopotential number by the normal gravity value computed on the
 DL0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0962.degrees latitude (g = 980.6199 gals.).
 DL0962
 DL0962.The modeled gravity was interpolated from observed gravity values.
 DL0962
 DL0962;                    North         East    Units  Estimated Accuracy
 DL0962;SPC AR S     -   506,770.      234,840.      MT  (+/- 180 meters Scaled)
 DL0962
 DL0962                          SUPERSEDED SURVEY CONTROL
 DL0962
 DL0962  NGVD 29 (??/??/92)   82.120  (m)          269.42   (f) ADJ UNCH    2 0
 DL0962
 DL0962.Superseded values are not recommended for survey control.
 DL0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0962.See file dsdata.txt to determine how the superseded data were derived.
 DL0962
 DL0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT276198(NAD 83)
 DL0962_MARKER: DB = BENCH MARK DISK
 DL0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0962_STAMPING: Y-63 1935
 DL0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0962+STABILITY: SURFACE MOTION
 DL0962
 DL0962  HISTORY     - Date     Condition        Report By
 DL0962  HISTORY     - 1935     MONUMENTED       CGS
 DL0962  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0962
 DL0962                          STATION DESCRIPTION
 DL0962
 DL0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0962'2.1 MI NE FROM FULTON.
 DL0962'2.1 MILES NORTHEAST OF, ALONG M.P.R.R. FROM STATION.  TOP OF SMALL
 DL0962'RISE, ABOUT CENTER OF RAILROAD FILL.  309 FEET EAST OF STONE RAILROAD
 DL0962'CULVERT.  99 FEET SOUTH OF M.P. 469-10.  64.8 FEET SOUTH OF CENTERLINE
 DL0962'OF MISSOURI PACIFIC R.R. TRACK.  60 FEET EAST OF BELL TELEPHONE POLE.
 DL0962'37.4 FEET NORTH OF CENTERLINE OF U.S. HWY. 67.  7 FEET BELOW TOP OF
 DL0962'RAILS.  4.6 FEET SOUTH OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 DL0962
 DL0962                          STATION RECOVERY (1963)
 DL0962
 DL0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1397 ***********************************************************************
 DK1397  DESIGNATION -  Y 64
 DK1397  PID         -  DK1397
 DK1397  STATE/COUNTY-  AR/ASHLEY
 DK1397  USGS QUAD   -  CROSSETT SOUTH (1973)
 DK1397
 DK1397                         *CURRENT SURVEY CONTROL
 DK1397  ___________________________________________________________________
 DK1397* NAD 83(1986)-  33 05 41.     (N)    091 56 55.     (W)     SCALED    
 DK1397* NAVD 88     -        44.311  (meters)     145.38   (feet)  ADJUSTED  
 DK1397  ___________________________________________________________________
 DK1397  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DK1397  DYNAMIC HT  -          44.263 (meters)     145.22  (feet)  COMP
 DK1397  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DK1397
 DK1397  VERT ORDER  -  SECOND    CLASS 0
 DK1397
 DK1397.The horizontal coordinates were scaled from a topographic map and have
 DK1397.an estimated accuracy of +/- 6 seconds.
 DK1397
 DK1397.The orthometric height was determined by differential leveling
 DK1397.and adjusted by the National Geodetic Survey in June 1991..
 DK1397
 DK1397.The geoid height was determined by GEOID03.
 DK1397
 DK1397.The dynamic height is computed by dividing the NAVD 88
 DK1397.geopotential number by the normal gravity value computed on the
 DK1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1397.degrees latitude (g = 980.6199 gals.).
 DK1397
 DK1397.The modeled gravity was interpolated from observed gravity values.
 DK1397
 DK1397;                    North         East    Units  Estimated Accuracy
 DK1397;SPC AR S     -   447,480.      404,800.      MT  (+/- 180 meters Scaled)
 DK1397
 DK1397                          SUPERSEDED SURVEY CONTROL
 DK1397
 DK1397  NGVD 29 (??/??/??)   44.386  (m)          145.62   (f) ADJUSTED    2 0
 DK1397
 DK1397.Superseded values are not recommended for survey control.
 DK1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1397.See file dsdata.txt to determine how the superseded data were derived.
 DK1397
 DK1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS981622(NAD 83)
 DK1397_MARKER: DB = BENCH MARK DISK
 DK1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1397_STAMPING: Y-64 1935
 DK1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1397+STABILITY: SURFACE MOTION
 DK1397
 DK1397  HISTORY     - Date     Condition        Report By
 DK1397  HISTORY     - 1935     MONUMENTED       CGS
 DK1397  HISTORY     - 1973     POOR             USGS
 DK1397
 DK1397                          STATION DESCRIPTION
 DK1397
 DK1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1397'3.1 MI S FROM CROSSETT.
 DK1397'3.1 MILES SOUTH OF, ALONG ST. HWY. 133, FROM STATION.  AT CROSSING OF
 DK1397'TWO DOUBLE POLE TRANSMISSION LINES AND SINGLE POLE TELEPHONE LINE. 204
 DK1397'FEET NORTHWEST OF CENTERLINE OF CROSS ROAD.  90 FEET EAST OF POINT
 DK1397'WHERE EAST TRANSMISSION LINE CROSSES HIGHWAY.  35 FEET NORTHEAST OF
 DK1397'CENTERLINE OF ST. HWY. 133.  24.4 FEET NORTHWEST OF TELEPHONE POLE OF
 DK1397'LINE PARALLEL TO HWY.  8.2 FEET SOUTHEAST OF TWO INCH IRON PIPE, 8 FT.
 DK1397'HIGH.  6.8 FEET NORTHWEST OF CROSS TELEPHONE LINE POLE NO. M-27-15.
 DK1397'TABLET SET IN PRECAST CONCRETE POST.  NOTE-- MARK NOW PROJECTS ONE
 DK1397'FOOT AND LEANS ABOUT 20 DEGREES TO THE SOUTH.
 DK1397
 DK1397                          STATION RECOVERY (1973)
 DK1397
 DK1397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DK1397'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1035 ***********************************************************************
 FG1035  DESIGNATION -  Y 65
 FG1035  PID         -  FG1035
 FG1035  STATE/COUNTY-  AR/POPE
 FG1035  USGS QUAD   -  RUSSELLVILLE EAST (1993)
 FG1035
 FG1035                         *CURRENT SURVEY CONTROL
 FG1035  ___________________________________________________________________
 FG1035* NAD 83(1986)-  35 20 57.     (N)    093 01 31.     (W)     SCALED    
 FG1035* NAVD 88     -       243.129  (meters)     797.67   (feet)  ADJUSTED  
 FG1035  ___________________________________________________________________
 FG1035  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FG1035  DYNAMIC HT  -         242.899 (meters)     796.91  (feet)  COMP
 FG1035  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FG1035
 FG1035  VERT ORDER  -  SECOND    CLASS 0
 FG1035
 FG1035.The horizontal coordinates were scaled from a topographic map and have
 FG1035.an estimated accuracy of +/- 6 seconds.
 FG1035
 FG1035.The orthometric height was determined by differential leveling
 FG1035.and adjusted by the National Geodetic Survey in June 1991..
 FG1035
 FG1035.The geoid height was determined by GEOID03.
 FG1035
 FG1035.The dynamic height is computed by dividing the NAVD 88
 FG1035.geopotential number by the normal gravity value computed on the
 FG1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1035.degrees latitude (g = 980.6199 gals.).
 FG1035
 FG1035.The modeled gravity was interpolated from observed gravity values.
 FG1035
 FG1035;                    North         East    Units  Estimated Accuracy
 FG1035;SPC AR N     -   113,180.      306,810.      MT  (+/- 180 meters Scaled)
 FG1035
 FG1035                          SUPERSEDED SURVEY CONTROL
 FG1035
 FG1035  NGVD 29 (??/??/92)  243.113  (m)          797.61   (f) ADJ UNCH    2 0
 FG1035
 FG1035.Superseded values are not recommended for survey control.
 FG1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1035.See file dsdata.txt to determine how the superseded data were derived.
 FG1035
 FG1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV977117(NAD 83)
 FG1035_MARKER: DB = BENCH MARK DISK
 FG1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1035_STAMPING: Y 65 1935
 FG1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1035+STABILITY: SURFACE MOTION
 FG1035
 FG1035  HISTORY     - Date     Condition        Report By
 FG1035  HISTORY     - 1935     MONUMENTED       CGS
 FG1035  HISTORY     - 1942     GOOD             NGS
 FG1035
 FG1035                          STATION DESCRIPTION
 FG1035
 FG1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FG1035'2.1 MI SW FROM MORELAND.
 FG1035'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE JUNCTION OF THE
 FG1035'OLD DOVER-SPRINGFIELD ROAD AT MORELAND, POPE COUNTY, 0.2 MILE WEST OF
 FG1035'A FARMHOUSE AT THE SUMMIT OF A LONG HILL, 28 FEET SOUTH OF THE
 FG1035'CENTERLINE OF THE HIGHWAY, AT THE NORTH EDGE OF A CULTIVATED FIELD, IN
 FG1035'A 5-BY 8-FOOT RED SANDSTONE BOULDER, AND 2 1/2 FEET HIGHER THAN THE
 FG1035'GROUND.  A STANDARD DISK, STAMPED Y 65 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0484 ***********************************************************************
 FG0484  DESIGNATION -  Y 67
 FG0484  PID         -  FG0484
 FG0484  STATE/COUNTY-  AR/POPE
 FG0484  USGS QUAD   -  HECTOR (1989)
 FG0484
 FG0484                         *CURRENT SURVEY CONTROL
 FG0484  ___________________________________________________________________
 FG0484* NAD 83(1986)-  35 29 58.     (N)    092 56 59.     (W)     SCALED    
 FG0484* NAVD 88     -       253.839  (meters)     832.80   (feet)  ADJUSTED  
 FG0484  ___________________________________________________________________
 FG0484  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FG0484  DYNAMIC HT  -         253.597 (meters)     832.01  (feet)  COMP
 FG0484  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 FG0484
 FG0484  VERT ORDER  -  SECOND    CLASS 0
 FG0484
 FG0484.The horizontal coordinates were scaled from a topographic map and have
 FG0484.an estimated accuracy of +/- 6 seconds.
 FG0484
 FG0484.The orthometric height was determined by differential leveling
 FG0484.and adjusted by the National Geodetic Survey in June 1991..
 FG0484
 FG0484.The geoid height was determined by GEOID03.
 FG0484
 FG0484.The dynamic height is computed by dividing the NAVD 88
 FG0484.geopotential number by the normal gravity value computed on the
 FG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0484.degrees latitude (g = 980.6199 gals.).
 FG0484
 FG0484.The modeled gravity was interpolated from observed gravity values.
 FG0484
 FG0484;                    North         East    Units  Estimated Accuracy
 FG0484;SPC AR N     -   129,790.      313,840.      MT  (+/- 180 meters Scaled)
 FG0484
 FG0484                          SUPERSEDED SURVEY CONTROL
 FG0484
 FG0484  NGVD 29 (??/??/92)  253.796  (m)          832.66   (f) ADJ UNCH    2 0
 FG0484
 FG0484.Superseded values are not recommended for survey control.
 FG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0484.See file dsdata.txt to determine how the superseded data were derived.
 FG0484
 FG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV045284(NAD 83)
 FG0484_MARKER: DB = BENCH MARK DISK
 FG0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0484_STAMPING: Y 67 1935
 FG0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0484+STABILITY: SURFACE MOTION
 FG0484
 FG0484  HISTORY     - Date     Condition        Report By
 FG0484  HISTORY     - 1935     MONUMENTED       CGS
 FG0484  HISTORY     - 1960     MARK NOT FOUND   NGS
 FG0484  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0484
 FG0484                          STATION DESCRIPTION
 FG0484
 FG0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FG0484'1.2 MI N FROM HECTOR.
 FG0484'1.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM HECTOR, POPE COUNTY, 2
 FG0484'MILES NORTHEAST ALONG THE LOST CORNER ROAD, IN FRONT OF A FARMHOUSE,
 FG0484'27 FEET EAST OF THE SOUTHEAST HEADWALL OF A CULVERT, 30 FEET SOUTHEAST
 FG0484'OF THE CENTERLINE OF THE ROAD, 103 FEET NORTHEAST OF A WEST FENCE
 FG0484'CORNER, AND 1 1/2 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 FG0484'Y 67 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0484
 FG0484                          STATION RECOVERY (1976)
 FG0484
 FG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0203 ***********************************************************************
 FG0203  DESIGNATION -  Y 68
 FG0203  PID         -  FG0203
 FG0203  STATE/COUNTY-  AR/CLEBURNE
 FG0203  USGS QUAD   -  HEBER SPRINGS (1989)
 FG0203
 FG0203                         *CURRENT SURVEY CONTROL
 FG0203  ___________________________________________________________________
 FG0203* NAD 83(1986)-  35 27 35.     (N)    092 03 00.     (W)     SCALED    
 FG0203* NAVD 88     -       276.901  (meters)     908.47   (feet)  ADJUSTED  
 FG0203  ___________________________________________________________________
 FG0203  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FG0203  DYNAMIC HT  -         276.645 (meters)     907.63  (feet)  COMP
 FG0203  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 FG0203
 FG0203  VERT ORDER  -  SECOND    CLASS 0
 FG0203
 FG0203.The horizontal coordinates were scaled from a topographic map and have
 FG0203.an estimated accuracy of +/- 6 seconds.
 FG0203
 FG0203.The orthometric height was determined by differential leveling
 FG0203.and adjusted by the National Geodetic Survey in June 1991..
 FG0203
 FG0203.The geoid height was determined by GEOID03.
 FG0203
 FG0203.The dynamic height is computed by dividing the NAVD 88
 FG0203.geopotential number by the normal gravity value computed on the
 FG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0203.degrees latitude (g = 980.6199 gals.).
 FG0203
 FG0203.The modeled gravity was interpolated from observed gravity values.
 FG0203
 FG0203;                    North         East    Units  Estimated Accuracy
 FG0203;SPC AR N     -   124,960.      395,460.      MT  (+/- 180 meters Scaled)
 FG0203
 FG0203                          SUPERSEDED SURVEY CONTROL
 FG0203
 FG0203  NGVD 29 (??/??/92)  276.835  (m)          908.25   (f) ADJ UNCH    2 0
 FG0203
 FG0203.Superseded values are not recommended for survey control.
 FG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0203.See file dsdata.txt to determine how the superseded data were derived.
 FG0203
 FG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV862244(NAD 83)
 FG0203_MARKER: DB = BENCH MARK DISK
 FG0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0203_STAMPING: Y 68 1934
 FG0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0203+STABILITY: SURFACE MOTION
 FG0203
 FG0203  HISTORY     - Date     Condition        Report By
 FG0203  HISTORY     - 1934     MONUMENTED       CGS
 FG0203  HISTORY     - 1962     GOOD             NGS
 FG0203  HISTORY     - 20030730 MARK NOT FOUND   USACE
 FG0203
 FG0203                          STATION DESCRIPTION
 FG0203
 FG0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FG0203'3.1 MI S FROM HEBER SPRINGS.
 FG0203'3.1 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE MISSOURI AND NORTH
 FG0203'ARKANSAS RAILWAY STATION AT HEBER SPRINGS, 225 FEET NORTHEAST OF THE
 FG0203'CENTER OF THE WEST END OF THE JUNCTION WITH STATE HIGHWAY 5, 150 FEET
 FG0203'NORTHWEST OF THE CENTER OF THE EAST END OF THE JUNCTION, 52.5 FEET
 FG0203'WEST OF THE WEST SIDE OF THE M. DONALDSON SERVICE STATION, 52.3 FEET
 FG0203'NORTH OF THE CENTERLINE OF THE HIGHWAY, 19.9 FEET NORTH OF THE
 FG0203'SOUTHEAST FENCE CORNER, AND 1.2 FEET EAST OF THE NORTH-AND-SOUTH
 FG0203'FENCE.  A STANDARD DISK, STAMPED Y 68 1934 AND SET IN THE TOP OF A
 FG0203'CONCRETE POST.
 FG0203
 FG0203                          STATION RECOVERY (2003)
 FG0203
 FG0203'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FG0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1156 ***********************************************************************
 FG1156  DESIGNATION -  Y 69
 FG1156  PID         -  FG1156
 FG1156  STATE/COUNTY-  AR/YELL
 FG1156  USGS QUAD   -  OLA (1972)
 FG1156
 FG1156                         *CURRENT SURVEY CONTROL
 FG1156  ___________________________________________________________________
 FG1156* NAD 83(1986)-  35 01 05.     (N)    093 07 59.     (W)     SCALED    
 FG1156* NAVD 88     -       107.633  (meters)     353.13   (feet)  ADJUSTED  
 FG1156  ___________________________________________________________________
 FG1156  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FG1156  DYNAMIC HT  -         107.529 (meters)     352.78  (feet)  COMP
 FG1156  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 FG1156
 FG1156  VERT ORDER  -  SECOND    CLASS 0
 FG1156
 FG1156.The horizontal coordinates were scaled from a topographic map and have
 FG1156.an estimated accuracy of +/- 6 seconds.
 FG1156
 FG1156.The orthometric height was determined by differential leveling
 FG1156.and adjusted by the National Geodetic Survey in June 1991..
 FG1156
 FG1156.The geoid height was determined by GEOID03.
 FG1156
 FG1156.The dynamic height is computed by dividing the NAVD 88
 FG1156.geopotential number by the normal gravity value computed on the
 FG1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1156.degrees latitude (g = 980.6199 gals.).
 FG1156
 FG1156.The modeled gravity was interpolated from observed gravity values.
 FG1156
 FG1156;                    North         East    Units  Estimated Accuracy
 FG1156;SPC AR N     -    76,560.      296,590.      MT  (+/- 180 meters Scaled)
 FG1156
 FG1156                          SUPERSEDED SURVEY CONTROL
 FG1156
 FG1156  NGVD 29 (??/??/92)  107.614  (m)          353.06   (f) ADJ UNCH    2 0
 FG1156
 FG1156.Superseded values are not recommended for survey control.
 FG1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1156.See file dsdata.txt to determine how the superseded data were derived.
 FG1156
 FG1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU878750(NAD 83)
 FG1156_MARKER: DB = BENCH MARK DISK
 FG1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1156_STAMPING: Y-69 1934
 FG1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1156+STABILITY: SURFACE MOTION
 FG1156
 FG1156  HISTORY     - Date     Condition        Report By
 FG1156  HISTORY     - 1934     MONUMENTED       CGS
 FG1156  HISTORY     - 1965     GOOD             USFS
 FG1156
 FG1156                          STATION DESCRIPTION
 FG1156
 FG1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1156'IN BIRTA.
 FG1156'78.9 FEET WEST OF SOUTHWEST CORNER OF CHICAGO, ROCK ISLAND AND PACIFIC
 FG1156'R.R. STATION.  61.1 FEET NORTH OF CENTER OF NORTH SIDE OF M.J.
 FG1156'GOODSONS RESIDENCE.  46 FEET SOUTH OF CENTERLINE OF C.R.I. AND P.RY.
 FG1156'3.3 FEET NORTH OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST
 FG1156'CONCRETE POST.
 FG1156
 FG1156                          STATION RECOVERY (1965)
 FG1156
 FG1156'RECOVERY NOTE BY US FOREST SERVICE 1965
 FG1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1296 ***********************************************************************
 FF1296  DESIGNATION -  Y 7
 FF1296  PID         -  FF1296
 FF1296  STATE/COUNTY-  AR/CLEBURNE
 FF1296  USGS QUAD   -  WEST PANGBURN (1992)
 FF1296
 FF1296                         *CURRENT SURVEY CONTROL
 FF1296  ___________________________________________________________________
 FF1296* NAD 83(1986)-  35 27 23.     (N)    091 56 55.     (W)     SCALED    
 FF1296* NAVD 88     -        83.703  (meters)     274.62   (feet)  ADJUSTED  
 FF1296  ___________________________________________________________________
 FF1296  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FF1296  DYNAMIC HT  -          83.629 (meters)     274.37  (feet)  COMP
 FF1296  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FF1296
 FF1296  VERT ORDER  -  FIRST     CLASS II
 FF1296
 FF1296.The horizontal coordinates were scaled from a topographic map and have
 FF1296.an estimated accuracy of +/- 6 seconds.
 FF1296
 FF1296.The orthometric height was determined by differential leveling
 FF1296.and adjusted by the National Geodetic Survey in June 1991..
 FF1296
 FF1296.The geoid height was determined by GEOID03.
 FF1296
 FF1296.The dynamic height is computed by dividing the NAVD 88
 FF1296.geopotential number by the normal gravity value computed on the
 FF1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1296.degrees latitude (g = 980.6199 gals.).
 FF1296
 FF1296.The modeled gravity was interpolated from observed gravity values.
 FF1296
 FF1296;                    North         East    Units  Estimated Accuracy
 FF1296;SPC AR N     -   124,590.      404,670.      MT  (+/- 180 meters Scaled)
 FF1296
 FF1296                          SUPERSEDED SURVEY CONTROL
 FF1296
 FF1296  NGVD 29 (??/??/??)   83.638  (m)          274.40   (f) ADJUSTED    1 2
 FF1296
 FF1296.Superseded values are not recommended for survey control.
 FF1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1296.See file dsdata.txt to determine how the superseded data were derived.
 FF1296
 FF1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV954241(NAD 83)
 FF1296_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FF1296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1296_SP_SET: CULVERT
 FF1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1296
 FF1296  HISTORY     - Date     Condition        Report By
 FF1296  HISTORY     - 1931     MONUMENTED       CGS
 FF1296  HISTORY     - 1963     MARK NOT FOUND   USGS
 FF1296
 FF1296                          STATION DESCRIPTION
 FF1296
 FF1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1296'AT RED RIVER.
 FF1296'ABOUT 1.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 FF1296'RAILROAD FROM THE STATION AT LODGE GRASS, CLEBURNE COUNTY, ABOUT
 FF1296'3 RAILS NORTH OF BRIDGE 751.82, AT A CONCRETE CULVERT, IN THE
 FF1296'WEST END OF THE SOUTH ABUTMENT, AND ABOUT 6 FEET WEST OF THE
 FF1296'CENTER LINE OF THE TRACK.  A COPPER BOLT.  NOTE-- RED RIVER IS
 FF1296'NO LONGER IN EXISTENCE, NOR IS ANY OF THE STATION OR SIGN AT
 FF1296'THE SITE.  THE SITE IS NOW KNOWN AS LIBBY.  RR HAS BEEN ABANDONED
 FF1296'FOR SEVERAL YEARS AND THE TRACK HAS BEEN TAKEN UP.
 FF1296
 FF1296                          STATION RECOVERY (1963)
 FF1296
 FF1296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FF1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0385 ***********************************************************************
 FG0385  DESIGNATION -  Y 70
 FG0385  PID         -  FG0385
 FG0385  STATE/COUNTY-  AR/PERRY
 FG0385  USGS QUAD   -  ADONA (1989)
 FG0385
 FG0385                         *CURRENT SURVEY CONTROL
 FG0385  ___________________________________________________________________
 FG0385* NAD 83(1986)-  35 01 43.     (N)    092 58 58.     (W)     SCALED    
 FG0385* NAVD 88     -       123.184  (meters)     404.15   (feet)  ADJUSTED  
 FG0385  ___________________________________________________________________
 FG0385  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FG0385  DYNAMIC HT  -         123.065 (meters)     403.76  (feet)  COMP
 FG0385  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 FG0385
 FG0385  VERT ORDER  -  SECOND    CLASS 0
 FG0385
 FG0385.The horizontal coordinates were scaled from a topographic map and have
 FG0385.an estimated accuracy of +/- 6 seconds.
 FG0385
 FG0385.The orthometric height was determined by differential leveling
 FG0385.and adjusted by the National Geodetic Survey in June 1991..
 FG0385
 FG0385.The geoid height was determined by GEOID03.
 FG0385
 FG0385.The dynamic height is computed by dividing the NAVD 88
 FG0385.geopotential number by the normal gravity value computed on the
 FG0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0385.degrees latitude (g = 980.6199 gals.).
 FG0385
 FG0385.The modeled gravity was interpolated from observed gravity values.
 FG0385
 FG0385;                    North         East    Units  Estimated Accuracy
 FG0385;SPC AR N     -    77,580.      310,320.      MT  (+/- 180 meters Scaled)
 FG0385
 FG0385                          SUPERSEDED SURVEY CONTROL
 FG0385
 FG0385  NGVD 29 (??/??/92)  123.179  (m)          404.13   (f) ADJ UNCH    2 0
 FG0385
 FG0385.Superseded values are not recommended for survey control.
 FG0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0385.See file dsdata.txt to determine how the superseded data were derived.
 FG0385
 FG0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU015762(NAD 83)
 FG0385_MARKER: DB = BENCH MARK DISK
 FG0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0385_STAMPING: Y-70 1934
 FG0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0385+STABILITY: SURFACE MOTION
 FG0385
 FG0385  HISTORY     - Date     Condition        Report By
 FG0385  HISTORY     - 1934     MONUMENTED       CGS
 FG0385  HISTORY     - 1939     GOOD             NGS
 FG0385
 FG0385                          STATION DESCRIPTION
 FG0385
 FG0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0385'3.8 MI E FROM CASA.
 FG0385'ABOUT 225 FEET SOUTHWEST OF RAILROAD BRIDGE 1947.  47.3 FEET SOUTH OF
 FG0385'CENTERLINE OF FARM ROAD AT RAILROAD CROSSING.  26.1 FEET WEST OF
 FG0385'SOUTHEAST AND SOUTHWEST FENCE CORNER.  8 FEET EAST OF EAST END OF
 FG0385'WOODEN GATE.  1.8 FEET NORTH OF FENCE PARALLELING RAILROAD.  TABLET
 FG0385'SET IN PRECAST CONCRETE POST.
 FG0385
 FG0385                          STATION RECOVERY (1939)
 FG0385
 FG0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 FG0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0930 ***********************************************************************
 EJ0930  DESIGNATION -  Y 73
 EJ0930  PID         -  EJ0930
 EJ0930  STATE/COUNTY-  AR/SALINE
 EJ0930  USGS QUAD   -  LONSDALE NE (1984)
 EJ0930
 EJ0930                         *CURRENT SURVEY CONTROL
 EJ0930  ___________________________________________________________________
 EJ0930* NAD 83(1986)-  34 44 54.     (N)    092 45 40.     (W)     SCALED    
 EJ0930* NAVD 88     -       158.708  (meters)     520.69   (feet)  ADJUSTED  
 EJ0930  ___________________________________________________________________
 EJ0930  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EJ0930  DYNAMIC HT  -         158.555 (meters)     520.19  (feet)  COMP
 EJ0930  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 EJ0930
 EJ0930  VERT ORDER  -  SECOND    CLASS 0
 EJ0930
 EJ0930.The horizontal coordinates were scaled from a topographic map and have
 EJ0930.an estimated accuracy of +/- 6 seconds.
 EJ0930
 EJ0930.The orthometric height was determined by differential leveling
 EJ0930.and adjusted by the National Geodetic Survey in June 1991..
 EJ0930
 EJ0930.The geoid height was determined by GEOID03.
 EJ0930
 EJ0930.The dynamic height is computed by dividing the NAVD 88
 EJ0930.geopotential number by the normal gravity value computed on the
 EJ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0930.degrees latitude (g = 980.6199 gals.).
 EJ0930
 EJ0930.The modeled gravity was interpolated from observed gravity values.
 EJ0930
 EJ0930;                    North         East    Units  Estimated Accuracy
 EJ0930;SPC AR S     -   631,150.      330,310.      MT  (+/- 180 meters Scaled)
 EJ0930
 EJ0930                          SUPERSEDED SURVEY CONTROL
 EJ0930
 EJ0930  NGVD 29 (??/??/92)  158.721  (m)          520.74   (f) ADJ UNCH    2 0
 EJ0930
 EJ0930.Superseded values are not recommended for survey control.
 EJ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0930.See file dsdata.txt to determine how the superseded data were derived.
 EJ0930
 EJ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU218451(NAD 83)
 EJ0930_MARKER: DB = BENCH MARK DISK
 EJ0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0930_STAMPING: Y-73 1935
 EJ0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0930+STABILITY: SURFACE MOTION
 EJ0930
 EJ0930  HISTORY     - Date     Condition        Report By
 EJ0930  HISTORY     - 1935     MONUMENTED       CGS
 EJ0930  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0930
 EJ0930                          STATION DESCRIPTION
 EJ0930
 EJ0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0930'2.2 MI S FROM PARON.
 EJ0930'2.2 MILES SOUTH OF, ALONG ST. HWY. NO. 9, FROM SCHOOL.  ABOUT 0.1 MILE
 EJ0930'NORTH OF BOB MCDANIELS FARM HOUSE.  52.6 FEET EAST OF CENTERLINE OF
 EJ0930'ST. HWY. NO. 9.  37.4 FEET SOUTHEAST OF CENTERLINE OF JCT. OF HWY. NO.
 EJ0930'9 AND FARM ROAD LEADING EAST.  5.4 FEET SOUTH OF NORTHWEST CORNER OF
 EJ0930'FIELD FENCE.  1.6 FEET WEST OF FENCE PARALLELING HWY.  TABLET SET IN
 EJ0930'PRECAST CONCRETE POST.
 EJ0930
 EJ0930                          STATION RECOVERY (1998)
 EJ0930
 EJ0930'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0891 ***********************************************************************
 FF0891  DESIGNATION -  Y 75
 FF0891  PID         -  FF0891
 FF0891  STATE/COUNTY-  AR/CRAIGHEAD
 FF0891  USGS QUAD   -  HERMAN (1980)
 FF0891
 FF0891                         *CURRENT SURVEY CONTROL
 FF0891  ___________________________________________________________________
 FF0891* NAD 83(1986)-  35 51 30.     (N)    090 46 40.     (W)     SCALED    
 FF0891* NAVD 88     -        89.066  (meters)     292.21   (feet)  ADJUSTED  
 FF0891  ___________________________________________________________________
 FF0891  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FF0891  DYNAMIC HT  -          88.991 (meters)     291.96  (feet)  COMP
 FF0891  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 FF0891
 FF0891  VERT ORDER  -  SECOND    CLASS 0
 FF0891
 FF0891.The horizontal coordinates were scaled from a topographic map and have
 FF0891.an estimated accuracy of +/- 6 seconds.
 FF0891
 FF0891.The orthometric height was determined by differential leveling
 FF0891.and adjusted by the National Geodetic Survey in June 1991..
 FF0891
 FF0891.The geoid height was determined by GEOID03.
 FF0891
 FF0891.The dynamic height is computed by dividing the NAVD 88
 FF0891.geopotential number by the normal gravity value computed on the
 FF0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0891.degrees latitude (g = 980.6199 gals.).
 FF0891
 FF0891.The modeled gravity was interpolated from observed gravity values.
 FF0891
 FF0891;                    North         East    Units  Estimated Accuracy
 FF0891;SPC AR N     -   169,870.      510,390.      MT  (+/- 180 meters Scaled)
 FF0891
 FF0891                          SUPERSEDED SURVEY CONTROL
 FF0891
 FF0891  NGVD 29 (??/??/??)   88.983  (m)          291.94   (f) ADJUSTED    2 0
 FF0891
 FF0891.Superseded values are not recommended for survey control.
 FF0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0891.See file dsdata.txt to determine how the superseded data were derived.
 FF0891
 FF0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV006705(NAD 83)
 FF0891_MARKER: DB = BENCH MARK DISK
 FF0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0891_STAMPING: Y 75 1934
 FF0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0891+STABILITY: SURFACE MOTION
 FF0891
 FF0891  HISTORY     - Date     Condition        Report By
 FF0891  HISTORY     - 1934     MONUMENTED       CGS
 FF0891  HISTORY     - 1938     GOOD             CGS
 FF0891  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0891
 FF0891                          STATION DESCRIPTION
 FF0891
 FF0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0891'3.6 MI S FROM BONO.
 FF0891'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE MISSOURI
 FF0891'PACIFIC RAILROAD STATION AT BONO, CRAIGHEAD COUNTY, AT THE JUNCTION
 FF0891'WITH STATE HIGHWAY 18, 87 FEET NORTH OF THE NORTHEAST CORNER OF
 FF0891'THE SHADY PARK STORE AND SERVICE STATION, ABOUT 75 FEET SOUTHWEST
 FF0891'OF THE CENTER LINE OF U.S. HIGHWAY 63, AND 15 FEET SOUTH OF A
 FF0891'BLACK WALNUT TREE.  A STANDARD DISK, STAMPED Y 75 1934 AND SET
 FF0891'IN THE TOP OF A CONCRETE POST.
 FF0891
 FF0891                          STATION RECOVERY (1938)
 FF0891
 FF0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF0891'RECOVERED IN GOOD CONDITION.
 FF0891
 FF0891                          STATION RECOVERY (1992)
 FF0891
 FF0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0891'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 FF0891'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1447 ***********************************************************************
 DK1447  DESIGNATION -  Y 77
 DK1447  PID         -  DK1447
 DK1447  STATE/COUNTY-  AR/DREW
 DK1447  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1447
 DK1447                         *CURRENT SURVEY CONTROL
 DK1447  ___________________________________________________________________
 DK1447* NAD 83(1986)-  33 41 26.     (N)    091 49 01.     (W)     SCALED    
 DK1447* NAVD 88     -       101.349  (meters)     332.51   (feet)  ADJUSTED  
 DK1447  ___________________________________________________________________
 DK1447  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DK1447  DYNAMIC HT  -         101.246 (meters)     332.17  (feet)  COMP
 DK1447  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 DK1447
 DK1447  VERT ORDER  -  SECOND    CLASS 0
 DK1447
 DK1447.The horizontal coordinates were scaled from a topographic map and have
 DK1447.an estimated accuracy of +/- 6 seconds.
 DK1447
 DK1447.The orthometric height was determined by differential leveling
 DK1447.and adjusted by the National Geodetic Survey in June 1991..
 DK1447
 DK1447.The geoid height was determined by GEOID03.
 DK1447
 DK1447.The dynamic height is computed by dividing the NAVD 88
 DK1447.geopotential number by the normal gravity value computed on the
 DK1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1447.degrees latitude (g = 980.6199 gals.).
 DK1447
 DK1447.The modeled gravity was interpolated from observed gravity values.
 DK1447
 DK1447;                    North         East    Units  Estimated Accuracy
 DK1447;SPC AR S     -   513,580.      416,970.      MT  (+/- 180 meters Scaled)
 DK1447
 DK1447                          SUPERSEDED SURVEY CONTROL
 DK1447
 DK1447  NGVD 29 (??/??/??)  101.450  (m)          332.84   (f) ADJUSTED    2 0
 DK1447
 DK1447.Superseded values are not recommended for survey control.
 DK1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1447.See file dsdata.txt to determine how the superseded data were derived.
 DK1447
 DK1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT096284(NAD 83)
 DK1447_MARKER: DB = BENCH MARK DISK
 DK1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1447_STAMPING: Y-77 1935
 DK1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1447+STABILITY: SURFACE MOTION
 DK1447
 DK1447  HISTORY     - Date     Condition        Report By
 DK1447  HISTORY     - 1935     MONUMENTED       CGS
 DK1447
 DK1447                          STATION DESCRIPTION
 DK1447
 DK1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1447'5.0 MI N FROM MONTICELLO.
 DK1447'5.0 MILES NORTH OF, ALONG ST.HWY.13, FROM COURTHOUSE.  ABOUT 1.7 MILE
 DK1447'NORTH OF THE JUNCTION OF ST.HWYS.13 AND STATE HWY. 35.  ABOUT 80 FEET
 DK1447'SOUTHEAST OF CENTER OF JCT. OF ST.HWY.13 AND A GRADED ROAD RUNNING
 DK1447'WEST.  32 FEET EAST OF CENTER OF STATE HIGHWAY 13.  30 FEET NORTH OF A
 DK1447'BUSHY WHITE OAK TREE THAT IS 2 FT. IN DIAMETER AT ITS BASE.  2 FEET
 DK1447'EAST OF THE R/W FENCE LINE.  A TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0783 ***********************************************************************
 EJ0783  DESIGNATION -  Y 78
 EJ0783  PID         -  EJ0783
 EJ0783  STATE/COUNTY-  AR/GARLAND
 EJ0783  USGS QUAD   -  LONSDALE (1984)
 EJ0783
 EJ0783                         *CURRENT SURVEY CONTROL
 EJ0783  ___________________________________________________________________
 EJ0783* NAD 83(1986)-  34 31 37.     (N)    092 51 47.     (W)     SCALED    
 EJ0783* NAVD 88     -       161.170  (meters)     528.77   (feet)  ADJUSTED  
 EJ0783  ___________________________________________________________________
 EJ0783  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EJ0783  DYNAMIC HT  -         161.014 (meters)     528.26  (feet)  COMP
 EJ0783  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 EJ0783
 EJ0783  VERT ORDER  -  SECOND    CLASS 0
 EJ0783
 EJ0783.The horizontal coordinates were scaled from a topographic map and have
 EJ0783.an estimated accuracy of +/- 6 seconds.
 EJ0783
 EJ0783.The orthometric height was determined by differential leveling
 EJ0783.and adjusted by the National Geodetic Survey in June 1991..
 EJ0783
 EJ0783.The geoid height was determined by GEOID03.
 EJ0783
 EJ0783.The dynamic height is computed by dividing the NAVD 88
 EJ0783.geopotential number by the normal gravity value computed on the
 EJ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0783.degrees latitude (g = 980.6199 gals.).
 EJ0783
 EJ0783.The modeled gravity was interpolated from observed gravity values.
 EJ0783
 EJ0783;                    North         East    Units  Estimated Accuracy
 EJ0783;SPC AR S     -   606,670.      320,770.      MT  (+/- 180 meters Scaled)
 EJ0783
 EJ0783                          SUPERSEDED SURVEY CONTROL
 EJ0783
 EJ0783  NGVD 29 (??/??/92)  161.175  (m)          528.79   (f) ADJ UNCH    2 0
 EJ0783
 EJ0783.Superseded values are not recommended for survey control.
 EJ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0783.See file dsdata.txt to determine how the superseded data were derived.
 EJ0783
 EJ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU125205(NAD 83)
 EJ0783_MARKER: DB = BENCH MARK DISK
 EJ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0783_STAMPING: Y-78 1935
 EJ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0783+STABILITY: SURFACE MOTION
 EJ0783
 EJ0783  HISTORY     - Date     Condition        Report By
 EJ0783  HISTORY     - 1935     MONUMENTED       CGS
 EJ0783  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0783
 EJ0783                          STATION DESCRIPTION
 EJ0783
 EJ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0783'3.3 MI W FROM LONSDALE.
 EJ0783'3.3 MILES WEST OF, ALONG M.P.R.R.FROM STATION.  A POST SET AT MEAFORD
 EJ0783'SIDING.  ABOUT 185 FT. SOUTHWEST OF MEAFORD MARKER.  ABOUT 150 FT.
 EJ0783'EAST OF SOUTHEAST CORNER OF RAILROAD TRESTLE NO. 69-E.  48.1 FT. SOUTH
 EJ0783'OF CENTERLINE OF MISSOURI PACIFIC MAIN TRACK.  30.5 FT. EAST OF
 EJ0783'M.P.386.  4.4 FT. NORTHEAST OF EAST END OF WOODEN GATE.  1.2 FT. NORTH
 EJ0783'OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0783
 EJ0783                          STATION RECOVERY (1972)
 EJ0783
 EJ0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0582 ***********************************************************************
 EJ0582  DESIGNATION -  Y 79
 EJ0582  PID         -  EJ0582
 EJ0582  STATE/COUNTY-  AR/GRANT
 EJ0582  USGS QUAD   -  BELFAST (1984)
 EJ0582
 EJ0582                         *CURRENT SURVEY CONTROL
 EJ0582  ___________________________________________________________________
 EJ0582* NAD 83(1986)-  34 27 52.     (N)    092 29 21.     (W)     SCALED    
 EJ0582* NAVD 88     -        90.231  (meters)     296.03   (feet)  ADJUSTED  
 EJ0582  ___________________________________________________________________
 EJ0582  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EJ0582  DYNAMIC HT  -          90.145 (meters)     295.75  (feet)  COMP
 EJ0582  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 EJ0582
 EJ0582  VERT ORDER  -  SECOND    CLASS 0
 EJ0582
 EJ0582.The horizontal coordinates were scaled from a topographic map and have
 EJ0582.an estimated accuracy of +/- 6 seconds.
 EJ0582
 EJ0582.The orthometric height was determined by differential leveling
 EJ0582.and adjusted by the National Geodetic Survey in June 1991..
 EJ0582
 EJ0582.The geoid height was determined by GEOID03.
 EJ0582
 EJ0582.The dynamic height is computed by dividing the NAVD 88
 EJ0582.geopotential number by the normal gravity value computed on the
 EJ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0582.degrees latitude (g = 980.6199 gals.).
 EJ0582
 EJ0582.The modeled gravity was interpolated from observed gravity values.
 EJ0582
 EJ0582;                    North         East    Units  Estimated Accuracy
 EJ0582;SPC AR S     -   599,510.      355,060.      MT  (+/- 180 meters Scaled)
 EJ0582
 EJ0582                          SUPERSEDED SURVEY CONTROL
 EJ0582
 EJ0582  NGVD 29 (??/??/92)   90.269  (m)          296.16   (f) ADJ UNCH    2 0
 EJ0582
 EJ0582.Superseded values are not recommended for survey control.
 EJ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0582.See file dsdata.txt to determine how the superseded data were derived.
 EJ0582
 EJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU469137(NAD 83)
 EJ0582_MARKER: DB = BENCH MARK DISK
 EJ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0582_STAMPING: Y 79 1935
 EJ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0582+STABILITY: SURFACE MOTION
 EJ0582
 EJ0582  HISTORY     - Date     Condition        Report By
 EJ0582  HISTORY     - 1935     MONUMENTED       CGS
 EJ0582
 EJ0582                          STATION DESCRIPTION
 EJ0582
 EJ0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0582'9.6 MI SE FROM BENTON.
 EJ0582'9.6 MILES SOUTHEAST OF, ALONG MO. PAC. R.R. FROM STATION ABOUT .15
 EJ0582'MILE SOUTHEAST OF TELEPHONE POLE MARKED 377+10.  48.6 FT. SOUTH OF
 EJ0582'CENTERLINE OF PRIVATE RAILROAD CROSSING.  47.1 FT. SOUTHWEST OF
 EJ0582'CENTERLINE OF MO. PAC. R.R.  3.6 FT. EAST OF SOUTHEAST END IN OPENING
 EJ0582'IN FENCE.  2.1 FT. NORTHEAST OF FENCE PARALLELING RAILROAD.  TABLET
 EJ0582'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0943 ***********************************************************************
 FF0943  DESIGNATION -  Y 8
 FF0943  PID         -  FF0943
 FF0943  STATE/COUNTY-  AR/JACKSON
 FF0943  USGS QUAD   -  OLYPHANT (1962)
 FF0943
 FF0943                         *CURRENT SURVEY CONTROL
 FF0943  ___________________________________________________________________
 FF0943* NAD 83(1986)-  35 30 50.     (N)    091 23 01.     (W)     SCALED    
 FF0943* NAVD 88     -        68.706  (meters)     225.41   (feet)  ADJUSTED  
 FF0943  ___________________________________________________________________
 FF0943  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0943  DYNAMIC HT  -          68.647 (meters)     225.22  (feet)  COMP
 FF0943  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 FF0943
 FF0943  VERT ORDER  -  FIRST     CLASS II
 FF0943
 FF0943.The horizontal coordinates were scaled from a topographic map and have
 FF0943.an estimated accuracy of +/- 6 seconds.
 FF0943
 FF0943.The orthometric height was determined by differential leveling
 FF0943.and adjusted by the National Geodetic Survey in June 1991..
 FF0943
 FF0943.The geoid height was determined by GEOID03.
 FF0943
 FF0943.The dynamic height is computed by dividing the NAVD 88
 FF0943.geopotential number by the normal gravity value computed on the
 FF0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0943.degrees latitude (g = 980.6199 gals.).
 FF0943
 FF0943.The modeled gravity was interpolated from observed gravity values.
 FF0943
 FF0943;                    North         East    Units  Estimated Accuracy
 FF0943;SPC AR N     -   131,150.      455,910.      MT  (+/- 180 meters Scaled)
 FF0943
 FF0943                          SUPERSEDED SURVEY CONTROL
 FF0943
 FF0943  NGVD 29 (??/??/??)   68.650  (m)          225.23   (f) ADJUSTED    1 2
 FF0943
 FF0943.Superseded values are not recommended for survey control.
 FF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0943.See file dsdata.txt to determine how the superseded data were derived.
 FF0943
 FF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV465312(NAD 83)
 FF0943_MARKER: DB = BENCH MARK DISK
 FF0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0943_STAMPING: 225.229 Y 8 1931
 FF0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0943+STABILITY: SURFACE MOTION
 FF0943
 FF0943  HISTORY     - Date     Condition        Report By
 FF0943  HISTORY     - 1931     MONUMENTED       CGS
 FF0943  HISTORY     - 1961     GOOD             CGS
 FF0943  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FF0943
 FF0943                          STATION DESCRIPTION
 FF0943
 FF0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FF0943'0.7 MI S FROM OLYPHANT.
 FF0943'0.7 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0943'GRAVELED ROAD CROSSING AT OLYPHANT, JACKSON COUNTY, 178 FEET
 FF0943'SOUTH, 56 FEET EAST OF A ROAD CROSSING, 22 FEET EAST OF A ROAD
 FF0943'PARALLELING THE TRACKS, 6 FEET SOUTH OF A POLE PAINTED BM 225.2.
 FF0943'A STANDARD DISK, STAMPED 225.229 Y 8 1931 AND SET IN THE TOP OF
 FF0943'A CONCRETE POST.
 FF0943
 FF0943                          STATION RECOVERY (2002)
 FF0943
 FF0943'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0704 ***********************************************************************
 EJ0704  DESIGNATION -  Y 80
 EJ0704  PID         -  EJ0704
 EJ0704  STATE/COUNTY-  AR/GRANT
 EJ0704  USGS QUAD   -  POYEN (1984)
 EJ0704
 EJ0704                         *CURRENT SURVEY CONTROL
 EJ0704  ___________________________________________________________________
 EJ0704* NAD 83(1986)-  34 22 22.     (N)    092 38 18.     (W)     SCALED    
 EJ0704* NAVD 88     -        72.872  (meters)     239.08   (feet)  ADJUSTED  
 EJ0704  ___________________________________________________________________
 EJ0704  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EJ0704  DYNAMIC HT  -          72.802 (meters)     238.85  (feet)  COMP
 EJ0704  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 EJ0704
 EJ0704  VERT ORDER  -  SECOND    CLASS 0
 EJ0704
 EJ0704.The horizontal coordinates were scaled from a topographic map and have
 EJ0704.an estimated accuracy of +/- 6 seconds.
 EJ0704
 EJ0704.The orthometric height was determined by differential leveling
 EJ0704.and adjusted by the National Geodetic Survey in June 1991..
 EJ0704
 EJ0704.The geoid height was determined by GEOID03.
 EJ0704
 EJ0704.The dynamic height is computed by dividing the NAVD 88
 EJ0704.geopotential number by the normal gravity value computed on the
 EJ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0704.degrees latitude (g = 980.6199 gals.).
 EJ0704
 EJ0704.The modeled gravity was interpolated from observed gravity values.
 EJ0704
 EJ0704;                    North         East    Units  Estimated Accuracy
 EJ0704;SPC AR S     -   589,410.      341,290.      MT  (+/- 180 meters Scaled)
 EJ0704
 EJ0704                          SUPERSEDED SURVEY CONTROL
 EJ0704
 EJ0704  NGVD 29 (??/??/92)   72.896  (m)          239.16   (f) ADJ UNCH    2 0
 EJ0704
 EJ0704.Superseded values are not recommended for survey control.
 EJ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0704.See file dsdata.txt to determine how the superseded data were derived.
 EJ0704
 EJ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU332035(NAD 83)
 EJ0704_MARKER: DB = BENCH MARK DISK
 EJ0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0704_STAMPING: Y-80 1935
 EJ0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0704+STABILITY: SURFACE MOTION
 EJ0704
 EJ0704  HISTORY     - Date     Condition        Report By
 EJ0704  HISTORY     - 1935     MONUMENTED       CGS
 EJ0704
 EJ0704                          STATION DESCRIPTION
 EJ0704
 EJ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0704'3.4 MI N FROM POYEN.
 EJ0704'3.4 MILES NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT .2
 EJ0704'MILE SOUTH OF RAILWAY STATION.  MARK SET AT FENTER SIDING.  56.4 FEET
 EJ0704'NORTH OF NORTHEAST CORNER OF RAILWAY SECTION HOUSE.  33.8 FEET WEST OF
 EJ0704'CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. MAIN TRACK. 6.2
 EJ0704'FEET WEST OF NORTHEAST CORNER OF YARD FENCE.  1.3 FEET SOUTH OF
 EJ0704'EAST-WEST FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0179 ***********************************************************************
 DL0179  DESIGNATION -  Y 81
 DL0179  PID         -  DL0179
 DL0179  STATE/COUNTY-  AR/CALHOUN
 DL0179  USGS QUAD   -  ARTESIAN (1981)
 DL0179
 DL0179                         *CURRENT SURVEY CONTROL
 DL0179  ___________________________________________________________________
 DL0179* NAD 83(1986)-  33 25 37.     (N)    092 27 16.     (W)     SCALED    
 DL0179* NAVD 88     -        36.052  (meters)     118.28   (feet)  ADJUSTED  
 DL0179  ___________________________________________________________________
 DL0179  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL0179  DYNAMIC HT  -          36.014 (meters)     118.16  (feet)  COMP
 DL0179  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 DL0179
 DL0179  VERT ORDER  -  SECOND    CLASS 0
 DL0179
 DL0179.The horizontal coordinates were scaled from a topographic map and have
 DL0179.an estimated accuracy of +/- 6 seconds.
 DL0179
 DL0179.The orthometric height was determined by differential leveling
 DL0179.and adjusted by the National Geodetic Survey in June 1991..
 DL0179
 DL0179.The geoid height was determined by GEOID03.
 DL0179
 DL0179.The dynamic height is computed by dividing the NAVD 88
 DL0179.geopotential number by the normal gravity value computed on the
 DL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0179.degrees latitude (g = 980.6199 gals.).
 DL0179
 DL0179.The modeled gravity was interpolated from observed gravity values.
 DL0179
 DL0179;                    North         East    Units  Estimated Accuracy
 DL0179;SPC AR S     -   484,420.      357,740.      MT  (+/- 180 meters Scaled)
 DL0179
 DL0179                          SUPERSEDED SURVEY CONTROL
 DL0179
 DL0179  NGVD 29 (??/??/92)   36.100  (m)          118.44   (f) ADJ UNCH    2 0
 DL0179
 DL0179.Superseded values are not recommended for survey control.
 DL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0179.See file dsdata.txt to determine how the superseded data were derived.
 DL0179
 DL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS507987(NAD 83)
 DL0179_MARKER: DB = BENCH MARK DISK
 DL0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0179_STAMPING: Y 81 1935
 DL0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0179+STABILITY: SURFACE MOTION
 DL0179
 DL0179  HISTORY     - Date     Condition        Report By
 DL0179  HISTORY     - 1935     MONUMENTED       CGS
 DL0179  HISTORY     - 1964     GOOD             NGS
 DL0179  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0179  HISTORY     - 20050920 MARK NOT FOUND   ARHD
 DL0179
 DL0179                          STATION DESCRIPTION
 DL0179
 DL0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0179'6.7 MI S FROM HARRELL.
 DL0179'6.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DL0179'FROM THE STATION AT HARRELL, CALHOUN COUNTY, 300 FEET EAST OF THE OLD
 DL0179'BLAND SCHOOL, 115 FEET SOUTHEAST OF POLE 80/2, 69.3 FEET NORTHEAST OF
 DL0179'THE CENTER OF A ROAD CROSSING, 46.9 FEET EAST OF THE CENTER LINE OF
 DL0179'THE TRACK, 6.6 FEET NORTH OF THE SOUTHEAST CORNER OF A FENCE, 3.7 FEET
 DL0179'EAST OF A POLE, AND 1.2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 DL0179'STANDARD DISK, STAMPED Y 81 1935 AND SET IN THE TOP OF A CONCRETE
 DL0179'POST.
 DL0179
 DL0179                          STATION RECOVERY (1964)
 DL0179
 DL0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0179'RECOVERED IN GOOD CONDITION.
 DL0179
 DL0179                          STATION RECOVERY (1977)
 DL0179
 DL0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0179'MARK NOT FOUND.
 DL0179
 DL0179                          STATION RECOVERY (2005)
 DL0179
 DL0179'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0179'LAND OWNER VERIFIED LOCATION AND DESTRUCTION OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1417 ***********************************************************************
 DK1417  DESIGNATION -  Y 82
 DK1417  PID         -  DK1417
 DK1417  STATE/COUNTY-  AR/DREW
 DK1417  USGS QUAD   -  COMINTO (1960)
 DK1417
 DK1417                         *CURRENT SURVEY CONTROL
 DK1417  ___________________________________________________________________
 DK1417* NAD 83(1986)-  33 32 42.     (N)    091 37 34.     (W)     SCALED    
 DK1417* NAVD 88     -        56.975  (meters)     186.93   (feet)  ADJUSTED  
 DK1417  ___________________________________________________________________
 DK1417  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DK1417  DYNAMIC HT  -          56.917 (meters)     186.74  (feet)  COMP
 DK1417  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 DK1417
 DK1417  VERT ORDER  -  SECOND    CLASS 0
 DK1417
 DK1417.The horizontal coordinates were scaled from a topographic map and have
 DK1417.an estimated accuracy of +/- 6 seconds.
 DK1417
 DK1417.The orthometric height was determined by differential leveling
 DK1417.and adjusted by the National Geodetic Survey in June 1991..
 DK1417
 DK1417.The geoid height was determined by GEOID03.
 DK1417
 DK1417.The dynamic height is computed by dividing the NAVD 88
 DK1417.geopotential number by the normal gravity value computed on the
 DK1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1417.degrees latitude (g = 980.6199 gals.).
 DK1417
 DK1417.The modeled gravity was interpolated from observed gravity values.
 DK1417
 DK1417;                    North         East    Units  Estimated Accuracy
 DK1417;SPC AR S     -   497,480.      434,720.      MT  (+/- 180 meters Scaled)
 DK1417
 DK1417                          SUPERSEDED SURVEY CONTROL
 DK1417
 DK1417  NGVD 29 (??/??/??)   57.083  (m)          187.28   (f) ADJUSTED    2 0
 DK1417
 DK1417.Superseded values are not recommended for survey control.
 DK1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1417.See file dsdata.txt to determine how the superseded data were derived.
 DK1417
 DK1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT275125(NAD 83)
 DK1417_MARKER: DB = BENCH MARK DISK
 DK1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1417_STAMPING: Y 82 1935
 DK1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1417+STABILITY: SURFACE MOTION
 DK1417
 DK1417  HISTORY     - Date     Condition        Report By
 DK1417  HISTORY     - 1935     MONUMENTED       CGS
 DK1417  HISTORY     - 20060224 MARK NOT FOUND   ARHD
 DK1417
 DK1417                          STATION DESCRIPTION
 DK1417
 DK1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1417'IN COMINTO.
 DK1417'AT COMINTO, DREW COUNTY, 66 YARDS EAST OF THE EAST END OF THE MISSOURI
 DK1417'PACIFIC RAILROAD STATION, 5.5 FEET WEST OF MILEPOST 434, 90 YARDS EAST
 DK1417'OF THE CENTER OF THE INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, AND
 DK1417'90 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 DK1417'STAMPED Y 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK1417
 DK1417                          STATION RECOVERY (2006)
 DK1417
 DK1417'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DK1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0387 ***********************************************************************
 EJ0387  DESIGNATION -  Y 84
 EJ0387  PID         -  EJ0387
 EJ0387  STATE/COUNTY-  AR/PULASKI
 EJ0387  USGS QUAD   -  WOODSON (1987)
 EJ0387
 EJ0387                         *CURRENT SURVEY CONTROL
 EJ0387  ___________________________________________________________________
 EJ0387* NAD 83(1986)-  34 32 51.     (N)    092 14 20.     (W)     SCALED    
 EJ0387* NAVD 88     -        79.021  (meters)     259.25   (feet)  ADJUSTED  
 EJ0387  ___________________________________________________________________
 EJ0387  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EJ0387  DYNAMIC HT  -          78.946 (meters)     259.01  (feet)  COMP
 EJ0387  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 EJ0387
 EJ0387  VERT ORDER  -  SECOND    CLASS 0
 EJ0387
 EJ0387.The horizontal coordinates were scaled from a topographic map and have
 EJ0387.an estimated accuracy of +/- 6 seconds.
 EJ0387
 EJ0387.The orthometric height was determined by differential leveling
 EJ0387.and adjusted by the National Geodetic Survey in June 1991..
 EJ0387
 EJ0387.The geoid height was determined by GEOID03.
 EJ0387
 EJ0387.The dynamic height is computed by dividing the NAVD 88
 EJ0387.geopotential number by the normal gravity value computed on the
 EJ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0387.degrees latitude (g = 980.6199 gals.).
 EJ0387
 EJ0387.The modeled gravity was interpolated from observed gravity values.
 EJ0387
 EJ0387;                    North         East    Units  Estimated Accuracy
 EJ0387;SPC AR S     -   608,640.      378,070.      MT  (+/- 180 meters Scaled)
 EJ0387
 EJ0387                          SUPERSEDED SURVEY CONTROL
 EJ0387
 EJ0387  NGVD 29 (??/??/92)   79.064  (m)          259.40   (f) ADJ UNCH    2 0
 EJ0387
 EJ0387.Superseded values are not recommended for survey control.
 EJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0387.See file dsdata.txt to determine how the superseded data were derived.
 EJ0387
 EJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU698231(NAD 83)
 EJ0387_MARKER: DB = BENCH MARK DISK
 EJ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0387_STAMPING: Y 84 1935
 EJ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0387+STABILITY: SURFACE MOTION
 EJ0387
 EJ0387  HISTORY     - Date     Condition        Report By
 EJ0387  HISTORY     - 1935     MONUMENTED       CGS
 EJ0387  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0387  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0387
 EJ0387                          STATION DESCRIPTION
 EJ0387
 EJ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0387'2.7 MI W FROM WOODSON.
 EJ0387'2.7 MILES WEST ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC RAILROAD
 EJ0387'STATION SIGN AT WOODSON, PULASKI COUNTY, 1.7 MILES EAST OF THE
 EJ0387'JUNCTION OF A GRAVEL ROAD LEADING SOUTH OF THE LAKESIDE COUNTRY CLUB,
 EJ0387'48 FEET NORTH OF THE CENTERLINE OF THE ROAD, 27.5 FEET WEST OF THE
 EJ0387'CENTER OF A WAGON GATE, 15 FEET WEST OF A 2.5 FOOT PINE TREE, AND 1.1
 EJ0387'FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED Y 84 1935 AND SET
 EJ0387'IN THE TOP OF A CONCRETE POST.
 EJ0387
 EJ0387                          STATION RECOVERY (1984)
 EJ0387
 EJ0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RPS)
 EJ0387'MARK NOT FOUND.
 EJ0387
 EJ0387                          STATION RECOVERY (1990)
 EJ0387
 EJ0387'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1409 ***********************************************************************
 EJ1409  DESIGNATION -  Y 88
 EJ1409  PID         -  EJ1409
 EJ1409  STATE/COUNTY-  AR/PIKE
 EJ1409  USGS QUAD   -  ATHENS (1980)
 EJ1409
 EJ1409                         *CURRENT SURVEY CONTROL
 EJ1409  ___________________________________________________________________
 EJ1409* NAD 83(1986)-  34 18 38.     (N)    093 54 27.     (W)     SCALED    
 EJ1409* NAVD 88     -       236.504  (meters)     775.93   (feet)  ADJUSTED  
 EJ1409  ___________________________________________________________________
 EJ1409  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 EJ1409  DYNAMIC HT  -         236.261 (meters)     775.13  (feet)  COMP
 EJ1409  MODELED GRAV-     979,604.8   (mgal)                       NAVD 88
 EJ1409
 EJ1409  VERT ORDER  -  SECOND    CLASS 0
 EJ1409
 EJ1409.The horizontal coordinates were scaled from a topographic map and have
 EJ1409.an estimated accuracy of +/- 6 seconds.
 EJ1409
 EJ1409.The orthometric height was determined by differential leveling
 EJ1409.and adjusted by the National Geodetic Survey in June 1991..
 EJ1409
 EJ1409.The geoid height was determined by GEOID03.
 EJ1409
 EJ1409.The dynamic height is computed by dividing the NAVD 88
 EJ1409.geopotential number by the normal gravity value computed on the
 EJ1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1409.degrees latitude (g = 980.6199 gals.).
 EJ1409
 EJ1409.The modeled gravity was interpolated from observed gravity values.
 EJ1409
 EJ1409;                    North         East    Units  Estimated Accuracy
 EJ1409;SPC AR S     -   583,960.      224,440.      MT  (+/- 180 meters Scaled)
 EJ1409
 EJ1409                          SUPERSEDED SURVEY CONTROL
 EJ1409
 EJ1409  NGVD 29 (??/??/92)  236.460  (m)          775.79   (f) ADJ UNCH    2 0
 EJ1409
 EJ1409.Superseded values are not recommended for survey control.
 EJ1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1409.See file dsdata.txt to determine how the superseded data were derived.
 EJ1409
 EJ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT164969(NAD 83)
 EJ1409_MARKER: DB = BENCH MARK DISK
 EJ1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1409_STAMPING: Y-88 1935
 EJ1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1409+STABILITY: SURFACE MOTION
 EJ1409
 EJ1409  HISTORY     - Date     Condition        Report By
 EJ1409  HISTORY     - 1935     MONUMENTED       CGS
 EJ1409  HISTORY     - 1961     GOOD             NGS
 EJ1409  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1409
 EJ1409                          STATION DESCRIPTION
 EJ1409
 EJ1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1409'2.9 MI W FROM LANGLEY.
 EJ1409'2.9 MILES WEST OF, ALONG COUNTY ROAD TO ATHENS, FROM LANGLEY SCHOOL.
 EJ1409'ABOUT .4 MILE WEST OF THE LITTLE MISSOURI RIVER.  AT JUNCTION OF ROCKY
 EJ1409'HOLLOW ROAD.  94 FEET WEST OF INTERSECTION OF CENTERLINES OF ROADS. 50
 EJ1409'FEET WEST OF BARN AT SOUTHWEST CORNER OF JUNCTION.  25.5 FEET SOUTH OF
 EJ1409'ATHENS ROAD CENTERLINE.  2 FEET NORTH OF SLAT FENCE TABLET SET IN TOP
 EJ1409'OF PRECAST CONCRETE POST.
 EJ1409
 EJ1409                          STATION RECOVERY (1961)
 EJ1409
 EJ1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1409'RECOVERED IN GOOD CONDITION.
 EJ1409
 EJ1409                          STATION RECOVERY (1978)
 EJ1409
 EJ1409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EJ1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0267 ***********************************************************************
 EK0267  DESIGNATION -  Y 89
 EK0267  PID         -  EK0267
 EK0267  STATE/COUNTY-  AR/HOWARD
 EK0267  USGS QUAD   -  UMPIRE (1986)
 EK0267
 EK0267                         *CURRENT SURVEY CONTROL
 EK0267  ___________________________________________________________________
 EK0267* NAD 83(1986)-  34 15 22.     (N)    094 03 47.     (W)     SCALED    
 EK0267* NAVD 88     -       235.353  (meters)     772.15   (feet)  ADJUSTED  
 EK0267  ___________________________________________________________________
 EK0267  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EK0267  DYNAMIC HT  -         235.111 (meters)     771.36  (feet)  COMP
 EK0267  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 EK0267
 EK0267  VERT ORDER  -  SECOND    CLASS 0
 EK0267
 EK0267.The horizontal coordinates were scaled from a topographic map and have
 EK0267.an estimated accuracy of +/- 6 seconds.
 EK0267
 EK0267.The orthometric height was determined by differential leveling
 EK0267.and adjusted by the National Geodetic Survey in June 1991..
 EK0267
 EK0267.The geoid height was determined by GEOID03.
 EK0267
 EK0267.The dynamic height is computed by dividing the NAVD 88
 EK0267.geopotential number by the normal gravity value computed on the
 EK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0267.degrees latitude (g = 980.6199 gals.).
 EK0267
 EK0267.The modeled gravity was interpolated from observed gravity values.
 EK0267
 EK0267;                    North         East    Units  Estimated Accuracy
 EK0267;SPC AR S     -   578,200.      210,010.      MT  (+/- 180 meters Scaled)
 EK0267
 EK0267                          SUPERSEDED SURVEY CONTROL
 EK0267
 EK0267  NGVD 29 (??/??/92)  235.310  (m)          772.01   (f) ADJ UNCH    2 0
 EK0267
 EK0267.Superseded values are not recommended for survey control.
 EK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0267.See file dsdata.txt to determine how the superseded data were derived.
 EK0267
 EK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT021910(NAD 83)
 EK0267_MARKER: DB = BENCH MARK DISK
 EK0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0267_STAMPING: Y-89 1935
 EK0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0267+STABILITY: SURFACE MOTION
 EK0267
 EK0267  HISTORY     - Date     Condition        Report By
 EK0267  HISTORY     - 1935     MONUMENTED       CGS
 EK0267  HISTORY     - 1961     MARK NOT FOUND   NGS
 EK0267
 EK0267                          STATION DESCRIPTION
 EK0267
 EK0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0267'1.7 MI N FROM BURG.
 EK0267'1.7 MILES NORTH OF, ALONG BURG-UMPIRE ROAD, FROM JUNCTION OF
 EK0267'BURG-GILLHAM RD. WITH UMPIRE RD.  ABOUT 180 FEET NORTH OF L S.
 EK0267'DALRYMPLES BARN AT WEST SIDE OF ROAD, ABOUT 135 FEET SOUTH OF
 EK0267'BRIDGE OVER SOUTH BRANCH OF CAMP CREEK, 21.5 FEET WEST OF ROAD
 EK0267'CENTERLINE, 6 FEET SOUTH OF BLAZED PINE TREE 2.4 FT. IN DIAMETER,
 EK0267'2 FEET EAST OF RAIL FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0267
 EK0267                          STATION RECOVERY (1961)
 EK0267
 EK0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1463 ***********************************************************************
 FF1463  DESIGNATION -  Y 9
 FF1463  PID         -  FF1463
 FF1463  STATE/COUNTY-  AR/WHITE
 FF1463  USGS QUAD   -  BEEBE (1994)
 FF1463
 FF1463                         *CURRENT SURVEY CONTROL
 FF1463  ___________________________________________________________________
 FF1463* NAD 83(1986)-  35 04 13.     (N)    091 52 46.     (W)     SCALED    
 FF1463* NAVD 88     -        74.745  (meters)     245.23   (feet)  ADJUSTED  
 FF1463  ___________________________________________________________________
 FF1463  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1463  DYNAMIC HT  -          74.676 (meters)     245.00  (feet)  COMP
 FF1463  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FF1463
 FF1463  VERT ORDER  -  FIRST     CLASS II
 FF1463
 FF1463.The horizontal coordinates were scaled from a topographic map and have
 FF1463.an estimated accuracy of +/- 6 seconds.
 FF1463
 FF1463.The orthometric height was determined by differential leveling
 FF1463.and adjusted by the National Geodetic Survey in June 1991..
 FF1463
 FF1463.The geoid height was determined by GEOID03.
 FF1463
 FF1463.The dynamic height is computed by dividing the NAVD 88
 FF1463.geopotential number by the normal gravity value computed on the
 FF1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1463.degrees latitude (g = 980.6199 gals.).
 FF1463
 FF1463.The modeled gravity was interpolated from observed gravity values.
 FF1463
 FF1463;                    North         East    Units  Estimated Accuracy
 FF1463;SPC AR N     -    81,770.      411,000.      MT  (+/- 180 meters Scaled)
 FF1463
 FF1463                          SUPERSEDED SURVEY CONTROL
 FF1463
 FF1463  NGVD 29 (??/??/??)   74.725  (m)          245.16   (f) ADJUSTED    1 2
 FF1463
 FF1463.Superseded values are not recommended for survey control.
 FF1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1463.See file dsdata.txt to determine how the superseded data were derived.
 FF1463
 FF1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU021814(NAD 83)
 FF1463_MARKER: DB = BENCH MARK DISK
 FF1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1463_STAMPING: Y 9 1931 245.203
 FF1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1463+STABILITY: SURFACE MOTION
 FF1463
 FF1463  HISTORY     - Date     Condition        Report By
 FF1463  HISTORY     - 1931     MONUMENTED       CGS
 FF1463  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1463  HISTORY     - 1962     GOOD             CGS
 FF1463  HISTORY     - 20020606 MARK NOT FOUND   USACE
 FF1463
 FF1463                          STATION DESCRIPTION
 FF1463
 FF1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1463'AT BEEBE.
 FF1463'40 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 2 INCHES BELOW
 FF1463'THE GROUND SURFACE SHOULD BE ADDED.  OTHERWISE IT WAS FOUND IN
 FF1463'GOOD CONDITION AND AS DESCRIBED IN MARCH 1960.  AT BEEBE, WHITE
 FF1463'COUNTY, 100 YARDS NORTHEAST OF THE MISSOURI PACIFIC RAILROAD
 FF1463'STATION, 100 FEET EAST OF THE INTERSECTION OF MAIN STREET AND
 FF1463'U.S. HIGHWAY 67, 98 FEET NORTHWEST OF POLE 312/28, 40 FEET
 FF1463'NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK, 32.5 FEET
 FF1463'NORTH OF THE CONCRETE BASE OF A BLOCK SIGNAL, AND SET IN THE
 FF1463'TOP OF A CONCRETE POST.
 FF1463
 FF1463                          STATION RECOVERY (1962)
 FF1463
 FF1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FF1463'RECOVERED IN GOOD CONDITION.
 FF1463
 FF1463                          STATION RECOVERY (2002)
 FF1463
 FF1463'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0527 ***********************************************************************
 GF0527  DESIGNATION -  Y 90
 GF0527  PID         -  GF0527
 GF0527  STATE/COUNTY-  AR/CARROLL
 GF0527  USGS QUAD   -  BERRYVILLE (1972)
 GF0527
 GF0527                         *CURRENT SURVEY CONTROL
 GF0527  ___________________________________________________________________
 GF0527* NAD 83(1986)-  36 21 50.     (N)    093 34 03.     (W)     SCALED    
 GF0527* NAVD 88     -       381.931  (meters)    1253.05   (feet)  ADJUSTED  
 GF0527  ___________________________________________________________________
 GF0527  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0527  DYNAMIC HT  -         381.597 (meters)    1251.96  (feet)  COMP
 GF0527  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 GF0527
 GF0527  VERT ORDER  -  SECOND    CLASS 0
 GF0527
 GF0527.The horizontal coordinates were scaled from a topographic map and have
 GF0527.an estimated accuracy of +/- 6 seconds.
 GF0527
 GF0527.The orthometric height was determined by differential leveling
 GF0527.and adjusted by the National Geodetic Survey in June 1991..
 GF0527
 GF0527.The geoid height was determined by GEOID03.
 GF0527
 GF0527.The dynamic height is computed by dividing the NAVD 88
 GF0527.geopotential number by the normal gravity value computed on the
 GF0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0527.degrees latitude (g = 980.6199 gals.).
 GF0527
 GF0527.The modeled gravity was interpolated from observed gravity values.
 GF0527
 GF0527;                    North         East    Units  Estimated Accuracy
 GF0527;SPC AR N     -   226,400.      259,320.      MT  (+/- 180 meters Scaled)
 GF0527
 GF0527                          SUPERSEDED SURVEY CONTROL
 GF0527
 GF0527  NGVD 29 (??/??/92)  381.799  (m)         1252.62   (f) ADJ UNCH    2 0
 GF0527
 GF0527.Superseded values are not recommended for survey control.
 GF0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0527.See file dsdata.txt to determine how the superseded data were derived.
 GF0527
 GF0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA490244(NAD 83)
 GF0527_MARKER: DB = BENCH MARK DISK
 GF0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0527_STAMPING: Y 90 1935
 GF0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0527+STABILITY: SURFACE MOTION
 GF0527
 GF0527  HISTORY     - Date     Condition        Report By
 GF0527  HISTORY     - 1935     MONUMENTED       CGS
 GF0527  HISTORY     - 1935     GOOD             NGS
 GF0527  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0527
 GF0527                          STATION DESCRIPTION
 GF0527
 GF0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0527'AT BERRYVILLE.
 GF0527'AT BERRYVILLE, CARROLL COUNTY, AT THE SOUTHWEST SIDE OF THE SQUARE,
 GF0527'82 FEET EAST OF THE NORTHEAST CORNER OF THE COURTHOUSE, 63 FEET
 GF0527'SOUTHWEST OF A FOUNTAIN, 6 FEET NORTHEAST OF THE SOUTHEAST
 GF0527'SIDE OF THE SOUTHWEST ENTRANCE TO PARK, AND 3 FEET SOUTHEAST OF
 GF0527'THE SOUTHEAST EDGE OF A WALK.  A STANDARD DISK, STAMPED Y 90 1935
 GF0527'AND SET IN THE TOP OF A CONCRETE POST.
 GF0527
 GF0527                          STATION RECOVERY (1987)
 GF0527
 GF0527'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0155 ***********************************************************************
 DL0155  DESIGNATION -  Y 91
 DL0155  PID         -  DL0155
 DL0155  STATE/COUNTY-  AR/BRADLEY
 DL0155  USGS QUAD   -  HERMITAGE (1985)
 DL0155
 DL0155                         *CURRENT SURVEY CONTROL
 DL0155  ___________________________________________________________________
 DL0155* NAD 83(1986)-  33 27 51.     (N)    092 10 47.     (W)     SCALED    
 DL0155* NAVD 88     -        45.550  (meters)     149.44   (feet)  ADJUSTED  
 DL0155  ___________________________________________________________________
 DL0155  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DL0155  DYNAMIC HT  -          45.502 (meters)     149.28  (feet)  COMP
 DL0155  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 DL0155
 DL0155  VERT ORDER  -  SECOND    CLASS 0
 DL0155
 DL0155.The horizontal coordinates were scaled from a topographic map and have
 DL0155.an estimated accuracy of +/- 6 seconds.
 DL0155
 DL0155.The orthometric height was determined by differential leveling
 DL0155.and adjusted by the National Geodetic Survey in June 1991..
 DL0155
 DL0155.The geoid height was determined by GEOID03.
 DL0155
 DL0155.The dynamic height is computed by dividing the NAVD 88
 DL0155.geopotential number by the normal gravity value computed on the
 DL0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0155.degrees latitude (g = 980.6199 gals.).
 DL0155
 DL0155.The modeled gravity was interpolated from observed gravity values.
 DL0155
 DL0155;                    North         East    Units  Estimated Accuracy
 DL0155;SPC AR S     -   488,470.      383,290.      MT  (+/- 180 meters Scaled)
 DL0155
 DL0155                          SUPERSEDED SURVEY CONTROL
 DL0155
 DL0155  NGVD 29 (??/??/92)   45.624  (m)          149.68   (f) ADJ UNCH    2 0
 DL0155
 DL0155.Superseded values are not recommended for survey control.
 DL0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0155.See file dsdata.txt to determine how the superseded data were derived.
 DL0155
 DL0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT762030(NAD 83)
 DL0155_MARKER: DB = BENCH MARK DISK
 DL0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0155_STAMPING: Y 91 1935
 DL0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0155+STABILITY: SURFACE MOTION
 DL0155
 DL0155  HISTORY     - Date     Condition        Report By
 DL0155  HISTORY     - 1935     MONUMENTED       CGS
 DL0155  HISTORY     - 1964     GOOD             NGS
 DL0155
 DL0155                          STATION DESCRIPTION
 DL0155
 DL0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0155'1.2 MI N FROM HERMITAGE.
 DL0155'1.2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DL0155'FROM THE STATION AT HERMITAGE, BRADLEY COUNTY, AT MILEAGE 15.3, 84.3
 DL0155'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE WARREN AND SALINE
 DL0155'RIVER RAILWAY, 81.4 FEET SOUTHWEST OF THE CENTER OF A JUNCTION MARKER,
 DL0155'39.1 FEET WEST OF THE CENTERLINE OF THE CHICAGO, ROCK ISLAND AND
 DL0155'PACIFIC RAILROAD, 14.9 FEET SOUTH OF THE SOUTHEAST END OF A GARDEN
 DL0155'FENCE, 2.1 FEET WEST OF POLE 15+4, AND 1 FOOT EAST OF A FENCE
 DL0155'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED Y 91 1935 AND SET IN
 DL0155'THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 80 FEET SOUTHWEST OF A
 DL0155'JUNCTION MARKER, 39 FEET WEST OF CENTERLINE OF RAILROAD AND 10 FEET
 DL0155'WEST OF CENTERLINE OF A ROAD WHICH PARALLELS THE RAILROAD.
 DL0155
 DL0155                          STATION RECOVERY (1964)
 DL0155
 DL0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1395 ***********************************************************************
 FG1395  DESIGNATION -  Y 92
 FG1395  PID         -  FG1395
 FG1395  STATE/COUNTY-  AR/FRANKLIN
 FG1395  USGS QUAD   -  CASS (1973)
 FG1395
 FG1395                         *CURRENT SURVEY CONTROL
 FG1395  ___________________________________________________________________
 FG1395* NAD 83(1986)-  35 42 27.     (N)    093 48 05.     (W)     SCALED    
 FG1395* NAVD 88     -       488.664  (meters)    1603.23   (feet)  ADJUSTED  
 FG1395  ___________________________________________________________________
 FG1395  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FG1395  DYNAMIC HT  -         488.205 (meters)    1601.72  (feet)  COMP
 FG1395  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FG1395
 FG1395  VERT ORDER  -  SECOND    CLASS 0
 FG1395
 FG1395.The horizontal coordinates were scaled from a topographic map and have
 FG1395.an estimated accuracy of +/- 6 seconds.
 FG1395
 FG1395.The orthometric height was determined by differential leveling
 FG1395.and adjusted by the National Geodetic Survey in June 1991..
 FG1395
 FG1395.The geoid height was determined by GEOID03.
 FG1395
 FG1395.The dynamic height is computed by dividing the NAVD 88
 FG1395.geopotential number by the normal gravity value computed on the
 FG1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1395.degrees latitude (g = 980.6199 gals.).
 FG1395
 FG1395.The modeled gravity was interpolated from observed gravity values.
 FG1395
 FG1395;                    North         East    Units  Estimated Accuracy
 FG1395;SPC AR N     -   153,940.      237,000.      MT  (+/- 180 meters Scaled)
 FG1395
 FG1395                          SUPERSEDED SURVEY CONTROL
 FG1395
 FG1395  NGVD 29 (??/??/92)  488.568  (m)         1602.91   (f) ADJ UNCH    2 0
 FG1395
 FG1395.Superseded values are not recommended for survey control.
 FG1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1395.See file dsdata.txt to determine how the superseded data were derived.
 FG1395
 FG1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV275518(NAD 83)
 FG1395_MARKER: DB = BENCH MARK DISK
 FG1395_SETTING: 80 = SET IN A BOULDER
 FG1395_SP_SET: BOULDER
 FG1395_STAMPING: Y 92 1935
 FG1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1395+STABILITY: SURFACE MOTION
 FG1395
 FG1395  HISTORY     - Date     Condition        Report By
 FG1395  HISTORY     - 1935     MONUMENTED       CGS
 FG1395  HISTORY     - 1959     GOOD             NGS
 FG1395
 FG1395                          STATION DESCRIPTION
 FG1395
 FG1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1395'10.5 MI S FROM ST PAUL.
 FG1395'IN FRANKLIN COUNTY, 10.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE
 FG1395'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT ST. PAUL, MADISON COUNTY,
 FG1395'AT THE SUMMIT OF A LONG HILL, 0.2 MILE SOUTHEAST OF A TENANT HOUSE, 50
 FG1395'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTHEAST OF
 FG1395'A 10-INCH HICKORY TREE, AND IN THE TOP OF A 5 X 6 FOOT BOULDER.  A
 FG1395'STANDARD DISK, STAMPED Y 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0099 ***********************************************************************
 FH0099  DESIGNATION -  Y 93
 FH0099  PID         -  FH0099
 FH0099  STATE/COUNTY-  AR/CRAWFORD
 FH0099  USGS QUAD   -  MOUNTAINBURG SE (1983)
 FH0099
 FH0099                         *CURRENT SURVEY CONTROL
 FH0099  ___________________________________________________________________
 FH0099* NAD 83(1986)-  35 32 14.     (N)    094 03 49.     (W)     SCALED    
 FH0099* NAVD 88     -       148.392  (meters)     486.85   (feet)  ADJUSTED  
 FH0099  ___________________________________________________________________
 FH0099  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FH0099  DYNAMIC HT  -         148.257 (meters)     486.41  (feet)  COMP
 FH0099  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 FH0099
 FH0099  VERT ORDER  -  SECOND    CLASS 0
 FH0099
 FH0099.The horizontal coordinates were scaled from a topographic map and have
 FH0099.an estimated accuracy of +/- 6 seconds.
 FH0099
 FH0099.The orthometric height was determined by differential leveling
 FH0099.and adjusted by the National Geodetic Survey in June 1991..
 FH0099
 FH0099.The geoid height was determined by GEOID03.
 FH0099
 FH0099.The dynamic height is computed by dividing the NAVD 88
 FH0099.geopotential number by the normal gravity value computed on the
 FH0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0099.degrees latitude (g = 980.6199 gals.).
 FH0099
 FH0099.The modeled gravity was interpolated from observed gravity values.
 FH0099
 FH0099;                    North         East    Units  Estimated Accuracy
 FH0099;SPC AR N     -   135,520.      212,880.      MT  (+/- 180 meters Scaled)
 FH0099
 FH0099                          SUPERSEDED SURVEY CONTROL
 FH0099
 FH0099  NGVD 29 (??/??/92)  148.324  (m)          486.63   (f) ADJ UNCH    2 0
 FH0099
 FH0099.Superseded values are not recommended for survey control.
 FH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0099.See file dsdata.txt to determine how the superseded data were derived.
 FH0099
 FH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV035331(NAD 83)
 FH0099_MARKER: DB = BENCH MARK DISK
 FH0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0099_STAMPING: Y 93 1935
 FH0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0099+STABILITY: SURFACE MOTION
 FH0099
 FH0099  HISTORY     - Date     Condition        Report By
 FH0099  HISTORY     - 1935     MONUMENTED       CGS
 FH0099  HISTORY     - 1959     GOOD             NGS
 FH0099  HISTORY     - 1967     GOOD             USGS
 FH0099
 FH0099                          STATION DESCRIPTION
 FH0099
 FH0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0099'1.7 MI N FROM MULBERRY.
 FH0099'3.7 MILES NORTH ALONG THE MULBERRY-PINEY ROAD FROM THE MISSOURI
 FH0099'PACIFIC RAILROAD STATION AT MULBERRY, CRAWFORD COUNTY, 400 FEET
 FH0099'NORTH OF A ROAD JUNCTION, 72 FEET NORTH OF THE NORTHWEST CORNER
 FH0099'OF THE JOE TUMBLESON FARMHOUSE, 47 FEET EAST OF THE CENTERLINE
 FH0099'OF THE ROAD, 12 FEET EAST OF A 36-INCH OAK TREE, AND 1 FOOT WEST
 FH0099'OF A FENCE.  A STANDARD DISK, STAMPED Y 93 1935 AND SET IN THE
 FH0099'TOP OF A CONCRETE POST.  FROM THE MAIN INTERSECTION ON U.S.
 FH0099'HIGHWAY 64 AT MULBERRY, GO NORTH ON STATE HIGHWAY 215 FOR ABOUT
 FH0099'1.4 MILES TO A T-INTERSECTION, TURN LEFT AND GO WEST FOR 0.75
 FH0099'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR ABOUT
 FH0099'1.0 MILE TO A SIDE ROAD RIGHT, CONTINUE NORTH FOR 0.1 MILE TO
 FH0099'THE MARK ON THE RIGHT.  IT IS ABOUT 90 FEET NORTH-NORTHEAST OF
 FH0099'THE LARGEST CEDAR TREE IN THE VICINITY AND 27 FEET EAST OF THE
 FH0099'FENCE LINE.  THE LARGE CEDAR TREE IS JUST WEST OF THE FORMER
 FH0099'SITE OF A HOUSE.  NOTE-- 633 FT N OF AND 47 FT E OF THE RD JCT.
 FH0099
 FH0099                          STATION RECOVERY (1967)
 FH0099
 FH0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1431 ***********************************************************************
 FG1431  DESIGNATION -  Y 94
 FG1431  PID         -  FG1431
 FG1431  STATE/COUNTY-  AR/FRANKLIN
 FG1431  USGS QUAD   -  CASS (1973)
 FG1431
 FG1431                         *CURRENT SURVEY CONTROL
 FG1431  ___________________________________________________________________
 FG1431* NAD 83(1986)-  35 40 40.     (N)    093 46 23.     (W)     SCALED    
 FG1431* NAVD 88     -       241.032  (meters)     790.79   (feet)  ADJUSTED  
 FG1431  ___________________________________________________________________
 FG1431  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FG1431  DYNAMIC HT  -         240.806 (meters)     790.04  (feet)  COMP
 FG1431  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 FG1431
 FG1431  VERT ORDER  -  SECOND    CLASS 0
 FG1431
 FG1431.The horizontal coordinates were scaled from a topographic map and have
 FG1431.an estimated accuracy of +/- 6 seconds.
 FG1431
 FG1431.The orthometric height was determined by differential leveling
 FG1431.and adjusted by the National Geodetic Survey in June 1991..
 FG1431
 FG1431.The geoid height was determined by GEOID03.
 FG1431
 FG1431.The dynamic height is computed by dividing the NAVD 88
 FG1431.geopotential number by the normal gravity value computed on the
 FG1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1431.degrees latitude (g = 980.6199 gals.).
 FG1431
 FG1431.The modeled gravity was interpolated from observed gravity values.
 FG1431
 FG1431;                    North         East    Units  Estimated Accuracy
 FG1431;SPC AR N     -   150,600.      239,510.      MT  (+/- 180 meters Scaled)
 FG1431
 FG1431                          SUPERSEDED SURVEY CONTROL
 FG1431
 FG1431  NGVD 29 (??/??/92)  240.946  (m)          790.50   (f) ADJ UNCH    2 0
 FG1431
 FG1431.Superseded values are not recommended for survey control.
 FG1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1431.See file dsdata.txt to determine how the superseded data were derived.
 FG1431
 FG1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV300484(NAD 83)
 FG1431_MARKER: DB = BENCH MARK DISK
 FG1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1431_STAMPING: Y 94 1935
 FG1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1431+STABILITY: SURFACE MOTION
 FG1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1431+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003
 FG1431
 FG1431  HISTORY     - Date     Condition        Report By
 FG1431  HISTORY     - 1935     MONUMENTED       CGS
 FG1431  HISTORY     - 1959     GOOD             NGS
 FG1431  HISTORY     - 20030913 GOOD             GEOCAC
 FG1431
 FG1431                          STATION DESCRIPTION
 FG1431
 FG1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1431'3.6 MI E FROM CASS.
 FG1431'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND THE TAFT ROAD,
 FG1431'ABOUT 0.15 MILE NORTHEAST OF THE BRIDGE AT CASS, GO EASTERLY ON GRAVEL
 FG1431'ROAD FOR ABOUT 3.0 MILES TO A REVERSE FORK ON THE LEFT AND SIGN FLY
 FG1431'GAP TOWER, CONTINUE EAST FOR 0.1 MILE TO A BOARD GATE AND LOADING
 FG1431'CHUTE ON RIGHT AND MARK TO SOUTH.  THE MARK IS ABOUT 240 FEET SOUTH OF
 FG1431'THE BOARD GATE AND ABOUT 4 FEET WEST OF THE FENCE TO WEST OF THE OLD
 FG1431'BUILDING SITE.  TABLET SET IN A PRECAST CONCRETE POST.
 FG1431
 FG1431                          STATION RECOVERY (2003)
 FG1431
 FG1431'RECOVERY NOTE BY GEOCACHING 2003 (KPW)
 FG1431'TO LOCATE THIS MARK, FROM THE JUCTION OF STATE HWY 215 WITH STATE HWY
 FG1431'23 NORTH OF CASS, TRAVEL EAST ON HWY 215 FOR APPROX. 3.0 MILE, TO
 FG1431'INTERSECTION OF FOREST SERVICE ROAD 1504. CONTINUE FOR 0.1 MILES ON
 FG1431'HWY 215 TO ROAD TO THE RIGHT AND MARK TO THE SOUTH.
 FG1431'TURN RIGHT ON DIRT ROAD AND FOLLOW FOR APPROX 250 FEET TO OZARK
 FG1431'HIGHLANDS TRAIL REDDING TRAILHEAD PARKING AREA. MARK IS LOCATED ON THE
 FG1431'NORTH SIDE OF THE DRIVEWAY ENTRANCE TO PARKING AREA, JUST WEST OF THE
 FG1431'DIRT ROAD. LOCATED BETWEEN TWO METAL WITNESS POSTS. GPS COORDINATES
 FG1431'WITH CONSUMER GRADE EQUIPMENT SHOWED N 35 DEGREES 40.669 MINUTES, W
 FG1431'093 DEGREES 46.383 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0085 ***********************************************************************
 FH0085  DESIGNATION -  Y 95
 FH0085  PID         -  FH0085
 FH0085  STATE/COUNTY-  AR/CRAWFORD
 FH0085  USGS QUAD   -  FERN (1983)
 FH0085
 FH0085                         *CURRENT SURVEY CONTROL
 FH0085  ___________________________________________________________________
 FH0085* NAD 83(1986)-  35 41 19.     (N)    094 04 05.     (W)     SCALED    
 FH0085* NAVD 88     -       539.474  (meters)    1769.92   (feet)  ADJUSTED  
 FH0085  ___________________________________________________________________
 FH0085  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FH0085  DYNAMIC HT  -         538.964 (meters)    1768.25  (feet)  COMP
 FH0085  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 FH0085
 FH0085  VERT ORDER  -  SECOND    CLASS 0
 FH0085
 FH0085.The horizontal coordinates were scaled from a topographic map and have
 FH0085.an estimated accuracy of +/- 6 seconds.
 FH0085
 FH0085.The orthometric height was determined by differential leveling
 FH0085.and adjusted by the National Geodetic Survey in June 1991..
 FH0085
 FH0085.The geoid height was determined by GEOID03.
 FH0085
 FH0085.The dynamic height is computed by dividing the NAVD 88
 FH0085.geopotential number by the normal gravity value computed on the
 FH0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0085.degrees latitude (g = 980.6199 gals.).
 FH0085
 FH0085.The modeled gravity was interpolated from observed gravity values.
 FH0085
 FH0085;                    North         East    Units  Estimated Accuracy
 FH0085;SPC AR N     -   152,320.      212,830.      MT  (+/- 180 meters Scaled)
 FH0085
 FH0085                          SUPERSEDED SURVEY CONTROL
 FH0085
 FH0085  NGVD 29 (??/??/92)  539.372  (m)         1769.59   (f) ADJ UNCH    2 0
 FH0085
 FH0085.Superseded values are not recommended for survey control.
 FH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0085.See file dsdata.txt to determine how the superseded data were derived.
 FH0085
 FH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV033499(NAD 83)
 FH0085_MARKER: DB = BENCH MARK DISK
 FH0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0085_STAMPING: Y 95 1935
 FH0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0085+STABILITY: SURFACE MOTION
 FH0085
 FH0085  HISTORY     - Date     Condition        Report By
 FH0085  HISTORY     - 1935     MONUMENTED       CGS
 FH0085  HISTORY     - 1959     GOOD             NGS
 FH0085
 FH0085                          STATION DESCRIPTION
 FH0085
 FH0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0085'1.5 MI NE FROM LOCKE.
 FH0085'1.5 MILES NORTHEAST ALONG THE LOCKE-BIDVILLE ROAD FROM THE SCHOOL
 FH0085'AT LOCKE, CRAWFORD COUNTY, AT THE BOTTOM OF A SMALL HILL, 59 FEET
 FH0085'SOUTH OF THE SOUTH CORNER OF THE TOM HOOKS FARMHOUSE, 9O FEET
 FH0085'NORTHEAST OF A CULVERT, 31 FEET NORTH OF THE CENTERLINE OF THE
 FH0085'ROAD, 4 FEET EAST OF A SOUTH FENCE CORNER, 1 FOOT SOUTH OF A
 FH0085'FENCE, AND 13 FEET NORTH OF A 10-INCH OAK TREE.  A STANDARD
 FH0085'DISK, STAMPED Y 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FH0085'NOTE-- AT THE SOUTHWEST CORNER OF A CLEARING WHICH IS THE FORMER
 FH0085'SITE OF THE TOM HOOKS FARMHOUSE AND 12 FEET NORTH OF A 10-INCH
 FH0085'TRIANGLE-BLAZED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0875 ***********************************************************************
 EJ0875  DESIGNATION -  Y 97
 EJ0875  PID         -  EJ0875
 EJ0875  STATE/COUNTY-  AR/SALINE
 EJ0875  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0875
 EJ0875                         *CURRENT SURVEY CONTROL
 EJ0875  ___________________________________________________________________
 EJ0875* NAD 83(1986)-  34 40 05.     (N)    092 41 41.     (W)     SCALED    
 EJ0875* NAVD 88     -       172.733  (meters)     566.71   (feet)  ADJUSTED  
 EJ0875  ___________________________________________________________________
 EJ0875  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EJ0875  DYNAMIC HT  -         172.567 (meters)     566.16  (feet)  COMP
 EJ0875  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 EJ0875
 EJ0875  VERT ORDER  -  SECOND    CLASS 0
 EJ0875
 EJ0875.The horizontal coordinates were scaled from a topographic map and have
 EJ0875.an estimated accuracy of +/- 6 seconds.
 EJ0875
 EJ0875.The orthometric height was determined by differential leveling
 EJ0875.and adjusted by the National Geodetic Survey in June 1991..
 EJ0875
 EJ0875.The geoid height was determined by GEOID03.
 EJ0875
 EJ0875.The dynamic height is computed by dividing the NAVD 88
 EJ0875.geopotential number by the normal gravity value computed on the
 EJ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0875.degrees latitude (g = 980.6199 gals.).
 EJ0875
 EJ0875.The modeled gravity was interpolated from observed gravity values.
 EJ0875
 EJ0875;                    North         East    Units  Estimated Accuracy
 EJ0875;SPC AR S     -   622,200.      336,330.      MT  (+/- 180 meters Scaled)
 EJ0875
 EJ0875                          SUPERSEDED SURVEY CONTROL
 EJ0875
 EJ0875  NGVD 29 (??/??/92)  172.756  (m)          566.78   (f) ADJ UNCH    2 0
 EJ0875
 EJ0875.Superseded values are not recommended for survey control.
 EJ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0875.See file dsdata.txt to determine how the superseded data were derived.
 EJ0875
 EJ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU279362(NAD 83)
 EJ0875_MARKER: DB = BENCH MARK DISK
 EJ0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0875_STAMPING: Y 97 1935
 EJ0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0875+STABILITY: SURFACE MOTION
 EJ0875
 EJ0875  HISTORY     - Date     Condition        Report By
 EJ0875  HISTORY     - 1935     MONUMENTED       CGS
 EJ0875  HISTORY     - 1939     GOOD             NGS
 EJ0875  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0875
 EJ0875                          STATION DESCRIPTION
 EJ0875
 EJ0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0875'1.7 MI SE FROM BLAND.
 EJ0875'1.7 MILES SOUTHEAST ALONG THE GRAVEL ROAD LEADING TO THE JUNCTION OF
 EJ0875'U. S. HIGHWAY 70 FROM THE INTERSECTION OF THE FERNDALE ROAD AT BLAND,
 EJ0875'SALINE COUNTY, 2.0 MILES NORTHWEST OF THE JUNCTION OF THE ROAD LEADING
 EJ0875'WEST TO BIVEN GROVE BAPTIST CHURCH, 1.3 MILES SOUTH OF A WOODEN BRIDGE
 EJ0875'OVER BOOT CREEK, 0.5 MILE SOUTH OF AN UNPAINTED FARMHOUSE, 21 FEET
 EJ0875'NORTHWEST OF THE CENTERLINE OF A DIM ROAD LEADING WEST, 18.4 FEET WEST
 EJ0875'OF THE CENTERLINE OF THE GRAVEL ROAD, AND 7.2 FEET NORTHEAST OF A PINE
 EJ0875'TREE WITH AN X-BLAZE ON THE EAST SIDE 4 FEET ABOVE THE GROUND. A
 EJ0875'STANDARD DISK, STAMPED Y 97 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0875'POST.  NOTE-- ROAD HAS BEEN RELOCATED ABOUT 300 FT EAST.
 EJ0875
 EJ0875                          STATION RECOVERY (1974)
 EJ0875
 EJ0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0898 ***********************************************************************
 EJ0898  DESIGNATION -  Y 98
 EJ0898  PID         -  EJ0898
 EJ0898  STATE/COUNTY-  AR/PULASKI
 EJ0898  USGS QUAD   -  CONGO (1984)
 EJ0898
 EJ0898                         *CURRENT SURVEY CONTROL
 EJ0898  ___________________________________________________________________
 EJ0898* NAD 83(1986)-  34 43 32.     (N)    092 33 02.     (W)     SCALED    
 EJ0898* NAVD 88     -       155.648  (meters)     510.66   (feet)  ADJUSTED  
 EJ0898  ___________________________________________________________________
 EJ0898  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EJ0898  DYNAMIC HT  -         155.500 (meters)     510.17  (feet)  COMP
 EJ0898  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 EJ0898
 EJ0898  VERT ORDER  -  SECOND    CLASS 0
 EJ0898
 EJ0898.The horizontal coordinates were scaled from a topographic map and have
 EJ0898.an estimated accuracy of +/- 6 seconds.
 EJ0898
 EJ0898.The orthometric height was determined by differential leveling
 EJ0898.and adjusted by the National Geodetic Survey in June 1991..
 EJ0898
 EJ0898.The geoid height was determined by GEOID03.
 EJ0898
 EJ0898.The dynamic height is computed by dividing the NAVD 88
 EJ0898.geopotential number by the normal gravity value computed on the
 EJ0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0898.degrees latitude (g = 980.6199 gals.).
 EJ0898
 EJ0898.The modeled gravity was interpolated from observed gravity values.
 EJ0898
 EJ0898;                    North         East    Units  Estimated Accuracy
 EJ0898;SPC AR S     -   628,500.      349,570.      MT  (+/- 180 meters Scaled)
 EJ0898
 EJ0898                          SUPERSEDED SURVEY CONTROL
 EJ0898
 EJ0898  NGVD 29 (??/??/92)  155.672  (m)          510.73   (f) ADJ UNCH    2 0
 EJ0898
 EJ0898.Superseded values are not recommended for survey control.
 EJ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0898.See file dsdata.txt to determine how the superseded data were derived.
 EJ0898
 EJ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU411427(NAD 83)
 EJ0898_MARKER: DB = BENCH MARK DISK
 EJ0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0898_STAMPING: Y 98 1935
 EJ0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0898+STABILITY: SURFACE MOTION
 EJ0898
 EJ0898  HISTORY     - Date     Condition        Report By
 EJ0898  HISTORY     - 1935     MONUMENTED       CGS
 EJ0898  HISTORY     - 1974     GOOD             USGS
 EJ0898
 EJ0898                          STATION DESCRIPTION
 EJ0898
 EJ0898'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 EJ0898'3.4 MI W FROM LAWSON SCHOOL.
 EJ0898'3.4 MILES WEST OF LAWSON SCHOOL ALONG A BLACKTOP ROAD, NEAR THE SALINE
 EJ0898'- PULASKI COUNTY LINE, NEAR 1/4 COR BETWEEN SEC. 13, T. 1 N., R. 15
 EJ0898'W., AND SEC. 18, T. 1 N., R. 14 W., 175 FEET ESE OF A CONCRETE BRIDGE,
 EJ0898'61 FEET NORTH AND 165 FEET EAST AND 0.3 FEET LOWER THAN A T-RD. N., 26
 EJ0898'FT. N. OF A FENCE, 4.5 FT. SW OF A TREE WITH TWO TRUNKS, A STANDARD
 EJ0898'USC AND GS TABLET STAMPED Y 98 1935 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0886 ***********************************************************************
 EJ0886  DESIGNATION -  Y 99
 EJ0886  PID         -  EJ0886
 EJ0886  STATE/COUNTY-  AR/PERRY
 EJ0886  USGS QUAD   -  MARTINDALE (1984)
 EJ0886
 EJ0886                         *CURRENT SURVEY CONTROL
 EJ0886  ___________________________________________________________________
 EJ0886* NAD 83(1986)-  34 55 12.     (N)    092 38 57.     (W)     SCALED    
 EJ0886* NAVD 88     -       254.799  (meters)     835.95   (feet)  ADJUSTED  
 EJ0886  ___________________________________________________________________
 EJ0886  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EJ0886  DYNAMIC HT  -         254.553 (meters)     835.15  (feet)  COMP
 EJ0886  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 EJ0886
 EJ0886  VERT ORDER  -  SECOND    CLASS 0
 EJ0886
 EJ0886.The horizontal coordinates were scaled from a topographic map and have
 EJ0886.an estimated accuracy of +/- 6 seconds.
 EJ0886
 EJ0886.The orthometric height was determined by differential leveling
 EJ0886.and adjusted by the National Geodetic Survey in June 1991..
 EJ0886
 EJ0886.The geoid height was determined by GEOID03.
 EJ0886
 EJ0886.The dynamic height is computed by dividing the NAVD 88
 EJ0886.geopotential number by the normal gravity value computed on the
 EJ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0886.degrees latitude (g = 980.6199 gals.).
 EJ0886
 EJ0886.The modeled gravity was interpolated from observed gravity values.
 EJ0886
 EJ0886;                    North         East    Units  Estimated Accuracy
 EJ0886;SPC AR N     -    65,280.      340,680.      MT  (+/- 180 meters Scaled)
 EJ0886
 EJ0886                          SUPERSEDED SURVEY CONTROL
 EJ0886
 EJ0886  NGVD 29 (??/??/92)  254.825  (m)          836.04   (f) ADJ UNCH    2 0
 EJ0886
 EJ0886.Superseded values are not recommended for survey control.
 EJ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0886.See file dsdata.txt to determine how the superseded data were derived.
 EJ0886
 EJ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU320642(NAD 83)
 EJ0886_MARKER: DB = BENCH MARK DISK
 EJ0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0886_STAMPING: Y 99 1935
 EJ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0886+STABILITY: SURFACE MOTION
 EJ0886
 EJ0886  HISTORY     - Date     Condition        Report By
 EJ0886  HISTORY     - 1935     MONUMENTED       CGS
 EJ0886  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ0886
 EJ0886                          STATION DESCRIPTION
 EJ0886
 EJ0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0886'3.6 MI N FROM CROSS ROADS.
 EJ0886'IN PERRY COUNTY, 3.6 MILES NORTH ALONG STATE HIGHWAY 113 FROM THE
 EJ0886'PUBLIC SCHOOL AT CROSS ROADS, PULASKI COUNTY, ON THE OUTSIDE OF A
 EJ0886'CURVE, 325 FEET SOUTH OF THE JUNCTION OF A GRADED DIRT ROAD LEADING
 EJ0886'WEST, 300 FEET SOUTH OF A FRAME FARMHOUSE, 80 FEET SOUTH OF THE SUMMIT
 EJ0886'OF A HILL, 31.8 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 EJ0886'0.5 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED Y 99 1935 AND SET
 EJ0886'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0833 ***********************************************************************
 DK0833  DESIGNATION -  YANCOPIN
 DK0833  PID         -  DK0833
 DK0833  STATE/COUNTY-  AR/DESHA
 DK0833  USGS QUAD   -  YANCOPIN (1972)
 DK0833
 DK0833                         *CURRENT SURVEY CONTROL
 DK0833  ___________________________________________________________________
 DK0833* NAD 83(1997)-  33 56 26.35507(N)    091 13 07.69633(W)     ADJUSTED  
 DK0833* NAVD 88     -        50.326  (meters)     165.11   (feet)  ADJUSTED  
 DK0833  ___________________________________________________________________
 DK0833  X           -    -112,669.165 (meters)                     COMP
 DK0833  Y           -  -5,295,758.000 (meters)                     COMP
 DK0833  Z           -   3,541,000.685 (meters)                     COMP
 DK0833  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DK0833  ELLIP HEIGHT-          23.95  (meters)          (03/17/04) GPS OBS
 DK0833  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0833  DYNAMIC HT  -          50.275 (meters)     164.94  (feet)  COMP
 DK0833  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 DK0833
 DK0833  HORZ ORDER  -  FIRST
 DK0833  VERT ORDER  -  FIRST     CLASS II
 DK0833  ELLP ORDER  -  FOURTH    CLASS II
 DK0833
 DK0833.The horizontal coordinates were established by GPS observations
 DK0833.and adjusted by the National Geodetic Survey in March 2004..
 DK0833
 DK0833.The orthometric height was determined by differential leveling
 DK0833.and adjusted by the National Geodetic Survey in June 1991..
 DK0833.WARNING-Repeat measurements at this control monument indicate possible
 DK0833.vertical movement.
 DK0833
 DK0833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0833
 DK0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0833
 DK0833.The ellipsoidal height was determined by GPS observations
 DK0833.and is referenced to NAD 83.
 DK0833
 DK0833.The geoid height was determined by GEOID03.
 DK0833
 DK0833.The dynamic height is computed by dividing the NAVD 88
 DK0833.geopotential number by the normal gravity value computed on the
 DK0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0833.degrees latitude (g = 980.6199 gals.).
 DK0833
 DK0833.The modeled gravity was interpolated from observed gravity values.
 DK0833
 DK0833;                    North         East     Units Scale Factor Converg.
 DK0833;SPC AR S     -   541,576.113   472,214.233   MT  0.99991980   +0 26 14.0
 DK0833;SPC AR S     - 1,776,820.96  1,549,256.20   sFT  0.99991980   +0 26 14.0
 DK0833;UTM  15      - 3,757,004.768   664,613.907   MT  0.99993405   +0 59 41.0
 DK0833
 DK0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0833!SPC AR S     -   0.99999624  x   0.99991980  =   0.99991604
 DK0833!UTM  15      -   0.99999624  x   0.99993405  =   0.99993029
 DK0833
 DK0833|---------------------------------------------------------------------|
 DK0833| PID    Reference Object                     Distance      Geod. Az  |
 DK0833|                                                           dddmmss.s |
 DK0833| DK0832 YANCOPIN RM 1                        62.490 METERS 20626     |
 DK0833| DK2015 WATSON MUNICIPAL TANK               APPROX. 6.0 KM 2143511.7 |
 DK0833| CY7215 YANCOPIN AZ MK RESET                               2452441.0 |
 DK0833| DK0834 YANCOPIN RM 3                        51.200 METERS 27127     |
 DK0833| CY7216 YANCOPIN RM 2                        71.968 METERS 27604     |
 DK0833| DK0830 YANCOPIN AZ MK                                     2984339.1 |
 DK0833|---------------------------------------------------------------------|
 DK0833
 DK0833                          SUPERSEDED SURVEY CONTROL
 DK0833
 DK0833  NAD 83(1997)-  33 56 26.35769(N)    091 13 07.69732(W) AD(       ) 1
 DK0833  NAD 83(1997)-  33 56 26.36200(N)    091 13 07.69461(W) AD(       ) 1
 DK0833  NAD 83(1986)-  33 56 26.36447(N)    091 13 07.69312(W) AD(       ) 1
 DK0833  NAD 27      -  33 56 25.99036(N)    091 13 07.27895(W) AD(       ) 1
 DK0833  NAVD 88 (03/17/04)   50.31   (m)          165.1    (f) LEVELING    3  
 DK0833  NGVD 29 (??/??/??)   50.388  (m)          165.31   (f) ADJUSTED    1 2
 DK0833
 DK0833.Superseded values are not recommended for survey control.
 DK0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0833.See file dsdata.txt to determine how the superseded data were derived.
 DK0833
 DK0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6461457005(NAD 83)
 DK0833_MARKER: DS = TRIANGULATION STATION DISK
 DK0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0833_STAMPING: YANCOPIN 1940
 DK0833_MARK LOGO: CGS   
 DK0833_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0833+STABILITY: SURFACE MOTION
 DK0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0833+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 DK0833
 DK0833  HISTORY     - Date     Condition        Report By
 DK0833  HISTORY     - 1940     MONUMENTED       CGS
 DK0833  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0833  HISTORY     - 1955     GOOD             CGS
 DK0833  HISTORY     - 1964     GOOD             CGS
 DK0833  HISTORY     - 1976     GOOD             NGS
 DK0833  HISTORY     - 19980407 GOOD             USACE
 DK0833  HISTORY     - 20020912 GOOD             PYBURN
 DK0833
 DK0833                          STATION DESCRIPTION
 DK0833
 DK0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 DK0833'STATION IS LOCATED IN THE SETTLEMENT OF YANCOPIN, 4 MILES
 DK0833'NNE OF WATSON AND 16 MILES NE OF DUMAS ON THE BANQUETTE OF THE
 DK0833'ARKANSAS RIVER LEVEE, JUST W OF THE MISSOURI PACIFIC RAILROAD
 DK0833'TRACKS AND NE OF THE YANCOPIN POST OFFICE.
 DK0833'
 DK0833'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK0833'BRONZE DISKS SET IN CONCRETE.
 DK0833'
 DK0833'STATION MARK PROJECTS 2 INCHES AND IS 78 FEET W OF THE W RAIL
 DK0833'OF THE RAILROAD, 125 FEET NE OF THE POST OFFICE AND 6.3 FEET
 DK0833'W OF A WHITE REFERENCE POST.
 DK0833'
 DK0833'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS 1 FOOT N OF A
 DK0833'WIRE FENCE, 12 FEET W OF A TELEPHONE POLE AND IS ABOUT 3 METERS
 DK0833'LOWER THAN THE STATION.
 DK0833'
 DK0833'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS 72 FEET N OF THE
 DK0833'NW CORNER OF THE POST OFFICE, 3 FEET S OF A FENCE CORNER
 DK0833'AND ABOUT 3 METERS LOWER THAN THE STATION.
 DK0833'
 DK0833'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS 30 FEET E OF THE
 DK0833'CENTER OF A DIRT ROAD AND 3 FEET SE OF A WHITE REFERENCE POST.
 DK0833'
 DK0833'TO REACH AZIMUTH MARK FROM STATION, FOLLOW BANQUETTE ROAD NW
 DK0833'0.4 MILE TO AZIMUTH.
 DK0833'
 DK0833'STATION REACHED FROM DUMAS BY FOLLOWING STATE HIGHWAYS 54
 DK0833'AND 1 TO YANCOPIN AND STATION NEAR TOP OF LEVEE.
 DK0833'
 DK0833'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK0833
 DK0833                          STATION RECOVERY (1955)
 DK0833
 DK0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 DK0833'3.9 MI. NE ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0833'STATION AT WATSON, AT YANCOPIN, 145 FT. E OF THE NE CORNER OF THE
 DK0833'POST OFFICE, 77 FT. NW OF THE NW RAIL, 66 FT. SW OF THE
 DK0833'CENTERLINE OF A LEVEE, 50 FT. NE OF THE CENTERLINE OF A ROAD,
 DK0833'31 FT. NW OF A FENCE, 2 FT. SE OF A WITNESS POST, A
 DK0833'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 DK0833'FLUSH WITH THE GROUND, AND STAMPED YANCOPIN 1940.
 DK0833'
 DK0833'REFERENCE MARK 1 IS 205 FT. SW OF THE TRIANGULATION STATION,
 DK0833'139 FT. SE OF THE SE CORNER OF THE POST OFFICE, 42 FT. NW
 DK0833'OF THE NW RAIL, 1 FT. NW OF A FENCE, 2 FT. NE OF A WITNESS
 DK0833'POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST
 DK0833'PROJECTING 0.4 FT. ABOVE THE GROUND, AND STAMPED YANCOPIN NO 1
 DK0833'1940.
 DK0833'
 DK0833'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 DK0833'
 DK0833'AZIMUTH MARK IS 0.3 MI. NW OF THE TRIANGULATION STATION,
 DK0833'0.25 MI. NW OF THE POST OFFICE AT YANCOPIN, 130 FT. S OF THE
 DK0833'CENTERLINE OF A LEVEE, 35 FT. S OF THE CENTERLINE OF A ROAD,
 DK0833'2 FT. N OF A WITNESS POST, AN AZIMUTH-MARK DISK, SET IN THE
 DK0833'TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE THE GROUND,
 DK0833'AND STAMPED YANCOPIN 1940.
 DK0833
 DK0833                          STATION RECOVERY (1955)
 DK0833
 DK0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0833'3.9 MI NE FROM WATSON.
 DK0833'3.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0833'STATION AT WATSON, AT YANCOPIN, 145 FEET EAST OF THE NORTHEAST CORNER
 DK0833'OF THE POST OFFICE, 77 FEET NORTHWEST OF THE NORTHWEST RAIL, 66 FEET
 DK0833'SOUTHWEST OF THE CENTER LINE OF A LEVEE, 50 FEET NORTHEAST OF THE
 DK0833'CENTER LINE OF A ROAD, 31 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHEAST
 DK0833'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 DK0833'WITH THE GROUND.
 DK0833
 DK0833                          STATION RECOVERY (1964)
 DK0833
 DK0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAT)
 DK0833'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 DK0833'THE DISTANCE TO REFERENCE MARK NO. 1 CHECKED.  REFERENCE MARK
 DK0833'NO. 2 WAS FOUND DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR,
 DK0833'BUT WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.  A REFERENCE
 DK0833'MARK NO. 3 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS
 DK0833'TIME.  A NEW DESCRIPTION FOLLOWS--
 DK0833'
 DK0833'STATION IS LOCATED IN THE SETTLEMENT OF YANCOPIN, ON THE
 DK0833'BANQUETTE OF THE ARKANSAS RIVER LEVEE, JUST WEST OF THE MISSOURI
 DK0833'PACIFIC RAILROAD TRACKS, ABOUT 4 MILES NORTH-NORTHEAST OF WATSON,
 DK0833'16 MILES NORTHEAST OF DUMAS, AND ON PROPERTY CONTROLLED BY THE
 DK0833'LEVEE BOARD.
 DK0833'
 DK0833'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WATSON, GO EAST
 DK0833'ON STATE HIGHWAY 1 FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN
 DK0833'LEFT AND GO NORTH-NORTHEAST ON A GRAVELED ROAD FOR 4.0 MILES
 DK0833'TO A T-ROAD AT THE LEVEE, A RAILROAD TRESTLE ON THE LEFT, AND
 DK0833'THE STATION ON THE LEFT.
 DK0833'
 DK0833'STATION MARKS ARE STANDARD DISKS STAMPED YANCOPIN 1940.  THE
 DK0833'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS 2
 DK0833'INCHES UNDERGROUND.  IT IS 145 FEET NORTHEAST OF THE NORTHEAST
 DK0833'CORNER OF A GROCERY STORE AND THE OLD POST OFFICE, 91 FEET
 DK0833'NORTHWEST OF THE CENTER OF A RAILROAD TRESTLE AND THE TRACKS,
 DK0833'66 FEET SOUTHWEST OF THE CENTER OF THE TOP OF THE LEVEE,
 DK0833'38 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 31
 DK0833'FEET WEST OF THE CENTER OF A WIRE GATE, AND 7 FEET NORTH OF A
 DK0833'METAL WITNESS POST PAINTED YELLOW.  THE UNDERGROUND MONUMENT
 DK0833'WAS NOT INSPECTED AT THIS TIME.
 DK0833'
 DK0833'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED YANCOPIN NO 1
 DK0833'1940, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DK0833'6 INCHES.  IT IS 157 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DK0833'GRAVELED ROAD, 71 FEET SOUTHEAST OF A WIRE FENCE, 9 FEET
 DK0833'SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTH OF A WOODEN WITNESS
 DK0833'POST PAINTED WHITE, AND 1 FOOT WEST OF A WIRE FENCE.
 DK0833'
 DK0833'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED YANCOPIN NO 3
 DK0833'1940, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3
 DK0833'INCHES.  IT IS 10 FEET NORTHEAST OF THE NORTHWEST CORNER
 DK0833'OF THE GROCERY STORE, 7 FEET NORTHEAST OF A PIECE OF RAILROAD
 DK0833'TRACK THAT PROJECTS 48 INCHES, AND 1 FOOT WEST OF A 3 INCH
 DK0833'IRON PIPE THAT PROJECTS 60 INCHES.
 DK0833'
 DK0833'YANCOPIN BM 156 (ARK. E.) IS A STATE OF ARKANSAS ENGINEERS
 DK0833'STATION MARK DISK STAMPED YANCOPIN BM 156.  IT IS A BRONZE
 DK0833'DISK RIVETED TO THE TOP OF A 3 INCH CAST IRON PIPE THAT IS
 DK0833'6 INCHES UNDERGROUND.  IT IS 11 FEET SOUTHWEST OF THE 3 INCH
 DK0833'IRON PIPE THAT PROJECTS 60 INCHES, 4.3 FEET SOUTHWEST OF THE
 DK0833'PIECE OF RAILROAD TRACK THAT PROJECTS 48 INCHES, AND 8 FEET
 DK0833'WEST OF THE NORTHWEST CORNER OF THE GROCERY STORE.
 DK0833'
 DK0833'AZIMUTH MARK, A STANDARD DISK STAMPED YANCOPIN 1940 RESET
 DK0833'1964, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3
 DK0833'INCHES.  IT IS 23 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 DK0833'ROAD AND THE TOP OF THE LEVEE, 1.7 FEET SOUTHEAST OF A 6 INCH
 DK0833'SQUARE CONCRETE POST (LEVEE STATION 3550) THAT PROJECTS 24
 DK0833'INCHES, AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 DK0833'
 DK0833'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST
 DK0833'ON A GRAVELED ROAD FOR 0.1 MILE TO A CROSSROAD AT THE TOP
 DK0833'OF THE LEVEE.  TURN LEFT AND GO SOUTHWEST ON A GRAVELED ROAD
 DK0833'ALONG THE TOP OF THE LEVEE FOR 0.35 MILE TO THE AZIMUTH MARK
 DK0833'ON THE RIGHT.
 DK0833'
 DK0833'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 DK0833
 DK0833                          STATION RECOVERY (1976)
 DK0833
 DK0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0833'RECOVERED IN GOOD CONDITION.
 DK0833
 DK0833                          STATION RECOVERY (1998)
 DK0833
 DK0833'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1998 (JPG)
 DK0833'SET A WITNESS POST 1 FOOT AWAY WITH SIGN.
 DK0833
 DK0833                          STATION RECOVERY (2002)
 DK0833
 DK0833'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK0833'RECOVERED AS DESCRIBEDIPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0831 ***********************************************************************
 DK0831  DESIGNATION -  YANCOPIN 156
 DK0831  PID         -  DK0831
 DK0831  STATE/COUNTY-  AR/DESHA
 DK0831  USGS QUAD   -  YANCOPIN (1972)
 DK0831
 DK0831                         *CURRENT SURVEY CONTROL
 DK0831  ___________________________________________________________________
 DK0831* NAD 83(1997)-  33 56 26.31656(N)    091 13 09.78223(W)     ADJUSTED  
 DK0831* NAVD 88     -        47.569  (meters)     156.07   (feet)  ADJUSTED  
 DK0831  ___________________________________________________________________
 DK0831  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DK0831  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0831  DYNAMIC HT  -          47.521 (meters)     155.91  (feet)  COMP
 DK0831  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 DK0831
 DK0831  HORZ ORDER  -  SECOND
 DK0831  VERT ORDER  -  FIRST     CLASS II
 DK0831
 DK0831.The horizontal coordinates were established by classical geodetic methods
 DK0831.and adjusted by the National Geodetic Survey in September 1999..
 DK0831
 DK0831.The orthometric height was determined by differential leveling
 DK0831.and adjusted by the National Geodetic Survey in June 1991..
 DK0831.WARNING-Repeat measurements at this control monument indicate possible
 DK0831.vertical movement.
 DK0831
 DK0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0831
 DK0831.The geoid height was determined by GEOID03.
 DK0831
 DK0831.The dynamic height is computed by dividing the NAVD 88
 DK0831.geopotential number by the normal gravity value computed on the
 DK0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0831.degrees latitude (g = 980.6199 gals.).
 DK0831
 DK0831.The modeled gravity was interpolated from observed gravity values.
 DK0831
 DK0831;                    North         East     Units Scale Factor Converg.
 DK0831;SPC AR S     -   541,574.518   472,160.682   MT  0.99991980   +0 26 12.9
 DK0831;SPC AR S     - 1,776,815.73  1,549,080.50   sFT  0.99991980   +0 26 12.9
 DK0831;UTM  15      - 3,757,002.652   664,560.372   MT  0.99993384   +0 59 39.8
 DK0831
 DK0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0831!SPC AR S     -   0.99999667  x   0.99991980  =   0.99991647
 DK0831!UTM  15      -   0.99999667  x   0.99993384  =   0.99993051
 DK0831
 DK0831                          SUPERSEDED SURVEY CONTROL
 DK0831
 DK0831  NAD 83(1997)-  33 56 26.32088(N)    091 13 09.77953(W) AD(       ) 2
 DK0831  NAD 83(1986)-  33 56 26.32335(N)    091 13 09.77802(W) AD(       ) 2
 DK0831  NAD 27      -  33 56 25.94924(N)    091 13 09.36380(W) AD(       ) 2
 DK0831  NGVD 29 (??/??/??)   47.631  (m)          156.27   (f) ADJUSTED    1 2
 DK0831
 DK0831.Superseded values are not recommended for survey control.
 DK0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0831.See file dsdata.txt to determine how the superseded data were derived.
 DK0831
 DK0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6456057003(NAD 83)
 DK0831_MARKER: P = PIPE CAP
 DK0831_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0831_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0831_STAMPING: YANCOPIN B 156
 DK0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0831
 DK0831  HISTORY     - Date     Condition        Report By
 DK0831  HISTORY     - 1964     MONUMENTED       ARGS
 DK0831  HISTORY     - 1955     POOR             CGS
 DK0831  HISTORY     - 1976     GOOD             NGS
 DK0831
 DK0831                          STATION DESCRIPTION
 DK0831
 DK0831'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1964 (RAT)
 DK0831'STATION IS LOCATED IN THE SETTLEMENT OF YANCOPIN, NEAR THE
 DK0831'NORTHWEST CORNER OF A GROCERY STORE AND THE OLD POST OFFICE,
 DK0831'ABOUT 4 MILES NORTH-NORTHEAST OF WATSON, 16 MILES NORTHEAST OF
 DK0831'DUMAS, JUST SOUTH OF A FLOOD CONTROL LEVEE, AND WEST OF THE
 DK0831'MISSOURI PACIFIC RAILROAD TRACK.
 DK0831'
 DK0831'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WATSON, GO
 DK0831'EAST ON STATE HIGHWAY 1 FOR 0.15 MILE TO A SIDE ROAD LEFT.
 DK0831'TURN LEFT AND GO NORTH-NORTHEAST ON A GRAVELED ROAD FOR 4.0
 DK0831'MILES TO A T-ROAD AT THE LEVEE.  TURN LEFT PASSING UNDER A
 DK0831'RAILROAD TRESTLE FOR 0.1 MILE TO THE GROCERY STORE AND THE
 DK0831'STATION.
 DK0831'
 DK0831'STATION IS A STATE OF ARKANSAS ENGINEERS STATION MARK DISK
 DK0831'STAMPED YANCOPIN BM 156.  IT IS A BRONZE DISK RIVETED TO THE
 DK0831'TOP OF A 3 INCH CAST IRON PIPE THAT IS 6 INCHES UNDERGROUND.
 DK0831'IT IS 11 FEET SOUTHWEST OF A 3 INCH IRON PIPE THAT PROJECTS
 DK0831'60 INCHES, 4.3 FEET SOUTHWEST OF A PIECE OF RAILROAD TRACK
 DK0831'THAT PROJECTS 48 INCHES, AND 8 FEET WEST OF THE NORTHWEST
 DK0831'CORNER OF THE GROCERY STORE.
 DK0831'
 DK0831'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION YANCOPIN
 DK0831'1940.  THE DISTANCE BEING 175.71 FEET AND 53.5564 METERS.
 DK0831
 DK0831                          STATION RECOVERY (1955)
 DK0831
 DK0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0831'3.9 MI NE FROM WATSON.
 DK0831'3.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0831'STATION AT WATSON, 168 FEET SOUTHWEST OF THE CENTER LINE OF A LEVEE, 8
 DK0831'FEET WEST OF THE NORTHWEST CORNER OF THE POST OFFICE AT YANCOPIN, 4
 DK0831'FEET SOUTHWEST OF A VERTICAL SECTION OF RAIL WHICH PROJECTS 4 FEET
 DK0831'ABOVE THE GROUND, 1 FOOT NORTHEAST OF A WITNESS POST, RIVETED ON THE
 DK0831'TOP OF AN IRON PIPE WHICH IS 0.6 FOOT BELOW THE TOP OF THE GROUND. THE
 DK0831'CENTER OF THIS CAP HAS BEEN BENT IN.  NOTE-- PREVIOUSLY DESIGNATED AS
 DK0831'YANCOPIN USE.
 DK0831
 DK0831                          STATION RECOVERY (1976)
 DK0831
 DK0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0830 ***********************************************************************
 DK0830  DESIGNATION -  YANCOPIN AZ MK
 DK0830  PID         -  DK0830
 DK0830  STATE/COUNTY-  AR/DESHA
 DK0830  USGS QUAD   -  YANCOPIN (1972)
 DK0830
 DK0830                         *CURRENT SURVEY CONTROL
 DK0830  ___________________________________________________________________
 DK0830* NAD 83(1986)-  33 56 32.     (N)    091 13 26.     (W)     SCALED    
 DK0830* NAVD 88     -        47.896  (meters)     157.14   (feet)  ADJUSTED  
 DK0830  ___________________________________________________________________
 DK0830  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK0830  DYNAMIC HT  -          47.848 (meters)     156.98  (feet)  COMP
 DK0830  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 DK0830
 DK0830  VERT ORDER  -  FIRST     CLASS II
 DK0830
 DK0830.The horizontal coordinates were scaled from a topographic map and have
 DK0830.an estimated accuracy of +/- 6 seconds.
 DK0830
 DK0830.The orthometric height was determined by differential leveling
 DK0830.and adjusted by the National Geodetic Survey in June 1991..
 DK0830
 DK0830.The geoid height was determined by GEOID03.
 DK0830
 DK0830.The dynamic height is computed by dividing the NAVD 88
 DK0830.geopotential number by the normal gravity value computed on the
 DK0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0830.degrees latitude (g = 980.6199 gals.).
 DK0830
 DK0830.The modeled gravity was interpolated from observed gravity values.
 DK0830
 DK0830;                    North         East    Units  Estimated Accuracy
 DK0830;SPC AR S     -   541,750.      471,740.      MT  (+/- 180 meters Scaled)
 DK0830
 DK0830                          SUPERSEDED SURVEY CONTROL
 DK0830
 DK0830  NGVD 29 (??/??/??)   48.026  (m)          157.57   (f) ADJUSTED    1 2
 DK0830
 DK0830.Superseded values are not recommended for survey control.
 DK0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0830.See file dsdata.txt to determine how the superseded data were derived.
 DK0830
 DK0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT641571(NAD 83)
 DK0830_MARKER: DZ = AZIMUTH MARK DISK
 DK0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0830_STAMPING: YANCOPIN 1940
 DK0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0830+STABILITY: SURFACE MOTION
 DK0830
 DK0830  HISTORY     - Date     Condition        Report By
 DK0830  HISTORY     - 1940     MONUMENTED       CGS
 DK0830  HISTORY     - 1955     GOOD             CGS
 DK0830  HISTORY     - 1976     MARK NOT FOUND   NGS
 DK0830
 DK0830                          STATION DESCRIPTION
 DK0830
 DK0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0830'4.2 MI NE FROM WATSON.
 DK0830'3.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0830'STATION AT WATSON, THENCE 0.3 MILE NORTHWEST ALONG A ROAD WHICH
 DK0830'PARALLELS A LEVEE, 0.25 MILE NORTHWEST OF THE POST OFFICE AT YANCOPIN,
 DK0830'130 FEET SOUTH OF THE CENTER LINE OF A LEVEE, 35 FEET SOUTH OF THE
 DK0830'CENTER LINE OF A ROAD, 2 FEET NORTH OF A WITNESS POST, 0.3 MILE
 DK0830'NORTHWEST OF TRIANGULATION STATION YANCOPIN 1940, SET IN THE TOP OF A
 DK0830'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DK0830
 DK0830                          STATION RECOVERY (1976)
 DK0830
 DK0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0832 ***********************************************************************
 DK0832  DESIGNATION -  YANCOPIN RM 1
 DK0832  PID         -  DK0832
 DK0832  STATE/COUNTY-  AR/DESHA
 DK0832  USGS QUAD   -  YANCOPIN (1972)
 DK0832
 DK0832                         *CURRENT SURVEY CONTROL
 DK0832  ___________________________________________________________________
 DK0832* NAD 83(1986)-  33 56 24.     (N)    091 13 09.     (W)     SCALED    
 DK0832* NAVD 88     -        47.648  (meters)     156.33   (feet)  ADJUSTED  
 DK0832  ___________________________________________________________________
 DK0832  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0832  DYNAMIC HT  -          47.601 (meters)     156.17  (feet)  COMP
 DK0832  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 DK0832
 DK0832  VERT ORDER  -  FIRST     CLASS II
 DK0832
 DK0832.The horizontal coordinates were scaled from a topographic map and have
 DK0832.an estimated accuracy of +/- 6 seconds.
 DK0832
 DK0832.The orthometric height was determined by differential leveling
 DK0832.and adjusted by the National Geodetic Survey in June 1991..
 DK0832.WARNING-Repeat measurements at this control monument indicate possible
 DK0832.vertical movement.
 DK0832
 DK0832.The geoid height was determined by GEOID03.
 DK0832
 DK0832.The dynamic height is computed by dividing the NAVD 88
 DK0832.geopotential number by the normal gravity value computed on the
 DK0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0832.degrees latitude (g = 980.6199 gals.).
 DK0832
 DK0832.The modeled gravity was interpolated from observed gravity values.
 DK0832
 DK0832;                    North         East    Units  Estimated Accuracy
 DK0832;SPC AR S     -   541,500.      472,180.      MT  (+/- 180 meters Scaled)
 DK0832
 DK0832                          SUPERSEDED SURVEY CONTROL
 DK0832
 DK0832  NGVD 29 (??/??/??)   47.711  (m)          156.53   (f) ADJUSTED    1 2
 DK0832
 DK0832.Superseded values are not recommended for survey control.
 DK0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0832.See file dsdata.txt to determine how the superseded data were derived.
 DK0832
 DK0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT645569(NAD 83)
 DK0832_MARKER: DR = REFERENCE MARK DISK
 DK0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0832_STAMPING: YANCOPIN NO 1 1940
 DK0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0832+STABILITY: SURFACE MOTION
 DK0832
 DK0832  HISTORY     - Date     Condition        Report By
 DK0832  HISTORY     - 1940     MONUMENTED       CGS
 DK0832  HISTORY     - 1955     GOOD             CGS
 DK0832  HISTORY     - 1976     GOOD             NGS
 DK0832
 DK0832                          STATION DESCRIPTION
 DK0832
 DK0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0832'3.9 MI NE FROM WATSON.
 DK0832'3.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DK0832'STATION AT WATSON, 205 FEET SOUTHWEST OF TRIANGULATION STATION
 DK0832'YANCOPIN 1940, 139 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST
 DK0832'OFFICE AT YANCOPIN, 42 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT
 DK0832'NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 DK0832'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DK0832'YANCOPIN R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 DK0832
 DK0832                          STATION RECOVERY (1976)
 DK0832
 DK0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0834 ***********************************************************************
 DK0834  DESIGNATION -  YANCOPIN RM 3
 DK0834  PID         -  DK0834
 DK0834  STATE/COUNTY-  AR/DESHA
 DK0834  USGS QUAD   -  YANCOPIN (1972)
 DK0834
 DK0834                         *CURRENT SURVEY CONTROL
 DK0834  ___________________________________________________________________
 DK0834* NAD 83(1986)-  33 56 25.     (N)    091 13 10.     (W)     SCALED    
 DK0834* NAVD 88     -        47.915  (meters)     157.20   (feet)  ADJUSTED  
 DK0834  ___________________________________________________________________
 DK0834  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0834  DYNAMIC HT  -          47.867 (meters)     157.04  (feet)  COMP
 DK0834  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 DK0834
 DK0834  VERT ORDER  -  FIRST     CLASS II
 DK0834
 DK0834.The horizontal coordinates were scaled from a topographic map and have
 DK0834.an estimated accuracy of +/- 6 seconds.
 DK0834
 DK0834.The orthometric height was determined by differential leveling
 DK0834.and adjusted by the National Geodetic Survey in June 1991..
 DK0834
 DK0834.The geoid height was determined by GEOID03.
 DK0834
 DK0834.The dynamic height is computed by dividing the NAVD 88
 DK0834.geopotential number by the normal gravity value computed on the
 DK0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0834.degrees latitude (g = 980.6199 gals.).
 DK0834
 DK0834.The modeled gravity was interpolated from observed gravity values.
 DK0834
 DK0834;                    North         East    Units  Estimated Accuracy
 DK0834;SPC AR S     -   541,530.      472,160.      MT  (+/- 180 meters Scaled)
 DK0834
 DK0834                          SUPERSEDED SURVEY CONTROL
 DK0834
 DK0834  NGVD 29 (??/??/??)   47.978  (m)          157.41   (f) ADJUSTED    1 2
 DK0834
 DK0834.Superseded values are not recommended for survey control.
 DK0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0834.See file dsdata.txt to determine how the superseded data were derived.
 DK0834
 DK0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT645569(NAD 83)
 DK0834_MARKER: DR = REFERENCE MARK DISK
 DK0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0834_STAMPING: YANCOPIN NO 3 1940
 DK0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0834+STABILITY: SURFACE MOTION
 DK0834
 DK0834  HISTORY     - Date     Condition        Report By
 DK0834  HISTORY     - 1964     MONUMENTED       CGS
 DK0834  HISTORY     - 1976     GOOD             NGS
 DK0834
 DK0834                          STATION DESCRIPTION
 DK0834
 DK0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0834'3.9 MI NE FROM WATSON.
 DK0834'3.9 MILES NORTHEAST ALONG THE MISSOURI AND PACIFIC RAILROAD FROM THE
 DK0834'STATION AT WATSON, 168.2 FEET WEST OF TRIANGULATION STATION YANCOPIN
 DK0834'1940, 157 FEET SOUTHWEST OF THE CENTER OF THE TOP OF THE LEVEE, 11.5
 DK0834'FEET NORTH OF YANCOPIN (USE 1940), 10 FEET NORTHWEST OF THE NORTHWEST
 DK0834'CORNER OF THE OLD POST OFFICE, 8 FEET NORTHWEST OF A SECTION OF IRON
 DK0834'RAIL PROJECTING FOUR FEET.  A DISK SET IN THE TOP OF A CONCRETE POST
 DK0834'PROJECTING +0 INCHES.  ABOUT LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1581 ***********************************************************************
 DL1581  DESIGNATION -  YANCY
 DL1581  PID         -  DL1581
 DL1581  STATE/COUNTY-  AR/HEMPSTEAD
 DL1581  USGS QUAD   -  COLUMBUS (1951)
 DL1581
 DL1581                         *CURRENT SURVEY CONTROL
 DL1581  ___________________________________________________________________
 DL1581* NAD 83(1997)-  33 51 14.96721(N)    093 48 30.46149(W)     ADJUSTED  
 DL1581* NAVD 88     -       144.13   (+/-2cm)     472.9    (feet)  VERTCON   
 DL1581  ___________________________________________________________________
 DL1581  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DL1581  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DL1581
 DL1581  HORZ ORDER  -  SECOND
 DL1581  VERT ORDER  -  THIRD ? (See Below)
 DL1581
 DL1581.The horizontal coordinates were established by classical geodetic methods
 DL1581.and adjusted by the National Geodetic Survey in September 1999..
 DL1581
 DL1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1581.The vertical order pertains to the NGVD 29 superseded value.
 DL1581
 DL1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1581
 DL1581.The geoid height was determined by GEOID03.
 DL1581
 DL1581;                    North         East     Units Scale Factor Converg.
 DL1581;SPC AR S     -   533,185.199   232,662.207   MT  0.99992339   -1 00 43.8
 DL1581;SPC AR S     - 1,749,291.77    763,325.92   sFT  0.99992339   -1 00 43.8
 DL1581;UTM  15      - 3,746,279.399   425,212.031   MT  0.99966895   -0 27 01.4
 DL1581
 DL1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1581!SPC AR S     -   0.99998163  x   0.99992339  =   0.99990502
 DL1581!UTM  15      -   0.99998163  x   0.99966895  =   0.99965058
 DL1581
 DL1581|---------------------------------------------------------------------|
 DL1581| PID    Reference Object                     Distance      Geod. Az  |
 DL1581|                                                           dddmmss.s |
 DL1581| CX7444 YANCY RM 1                           37.396 METERS 00719     |
 DL1581| CX7443 YANCY AZ MK                                        0981940.4 |
 DL1581| CX7446 YANCY RM 3                           23.397 METERS 17621     |
 DL1581| CX7445 YANCY RM 2                           40.288 METERS 25847     |
 DL1581| DL1582 MINERAL SPRINGS MUNICIPAL TANK      APPROX.10.7 KM 2823157.3 |
 DL1581| DL1580 NASHVILLE MUNICIPAL TANK            APPROX.10.7 KM 3385119.5 |
 DL1581|---------------------------------------------------------------------|
 DL1581
 DL1581                          SUPERSEDED SURVEY CONTROL
 DL1581
 DL1581  NAD 83(1997)-  33 51 14.97374(N)    093 48 30.45631(W) AD(       ) 2
 DL1581  NAD 83(1997)-  33 51 14.97372(N)    093 48 30.45623(W) AD(       ) 2
 DL1581  NAD 83(1986)-  33 51 14.97574(N)    093 48 30.45178(W) AD(       ) 2
 DL1581  NAD 27      -  33 51 14.55500(N)    093 48 29.78800(W) AD(       ) 2
 DL1581  NGVD 29 (07/19/86)  144.13   (m)          472.9    (f) LEVELING    3  
 DL1581
 DL1581.Superseded values are not recommended for survey control.
 DL1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1581.See file dsdata.txt to determine how the superseded data were derived.
 DL1581
 DL1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2521246279(NAD 83)
 DL1581_MARKER: DS = TRIANGULATION STATION DISK
 DL1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1581
 DL1581  HISTORY     - Date     Condition        Report By
 DL1581  HISTORY     - 1941     MONUMENTED       CGS
 DL1581  HISTORY     - 1951     GOOD             CGS
 DL1581  HISTORY     - 1957     GOOD             CGS
 DL1581  HISTORY     - 1962     GOOD             CGS
 DL1581
 DL1581                          STATION DESCRIPTION
 DL1581
 DL1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 DL1581'STATION IS LOCATED ABOUT 5 MILES W OF THE TOWN OF OZAN IN
 DL1581'THE SW 1/4 OF SEC.29, T. 10 S, R. 26 W, IN A FEED LOT ON THE
 DL1581'PROPERTY OF J.A. INGRAM.  IT IS 35.5 FEET N OF A WHITE REFERENCE
 DL1581'POST, 50 FEET N OF THE CENTER LINE OF A DIRT ROAD, 31 FEET
 DL1581'W OF A RAIL FENCE, 45 FEET E OF A SHED AND 60 FEET S OF A
 DL1581'SMALL POND.  IT IS STAMPED YANCY 1941 AND PROJECTS 4 INCHES.
 DL1581'
 DL1581'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1581'BRONZE DISKS SET IN CONCRETE.
 DL1581'
 DL1581'REFERENCE MARK NO. 1 IS 29 FEET NE OF A SMALL POND AND 1 FOOT
 DL1581'W OF A FENCE.  IT IS STAMPED YANCY NO.1 1941 AND PROJECTS 8
 DL1581'INCHES.
 DL1581'
 DL1581'REFERENCE MARK NO. 2 IS 47 FEET N OF THE CENTER LINE OF A DIRT
 DL1581'ROAD, 1 FOOT E OF A GARAGE AND 6.5 FEET NW OF A GATE TO THE
 DL1581'FEED LOT.  IT IS STAMPED YANCY NO.2 1941 AND PROJECTS 6 INCHES.
 DL1581'
 DL1581'THE AZIMUTH MARK IS 3 FEET SW OF A WHITE REFERENCE POST,
 DL1581'130 FEET S OF STATE HIGHWAY 4, 50 FEET N OF A NEGRO HOUSE AND
 DL1581'1 FOOT N OF A FENCE.  IT IS STAMPED YANCY 1941 AND PROJECTS
 DL1581'4 INCHES.
 DL1581'
 DL1581'TO REACH THE STATION FROM OZAN GO W ON STATE HIGHWAY 4 FOR
 DL1581'5.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR
 DL1581'0.3 MILE TO A SERVICE STATION AND DIRT ROAD TO THE LEFT.
 DL1581'TURN (SW) LEFT FOR 0.3 MILE TO FEED LOT AND STATION ON THE
 DL1581'RIGHT.
 DL1581'
 DL1581'A 103-FOOT SIGNAL AT CATS IS VISIBLE AT 64 FEET.
 DL1581'
 DL1581'A 103-FOOT SIGNAL AT BETTS IS VISIBLE AT 90 FEET.
 DL1581'
 DL1581'A 116-FOOT SIGNAL AT MC NAB IS VISIBLE AT 64 FEET.
 DL1581'
 DL1581'A 37-FOOT SIGNAL AT SARATOGA IS VISIBLE AT 64 FEET.
 DL1581'
 DL1581'A 77-FOOT SIGNAL AT PATE IS VISIBLE AT 90 FEET.
 DL1581'
 DL1581'A 126-FOOT SIGNAL AT NASHVILLE MAG IS VISIBLE AT 77 FEET.
 DL1581
 DL1581                          STATION RECOVERY (1951)
 DL1581
 DL1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DL1581'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  THE
 DL1581'ORIGINAL DESCRIPTION IS ADEQUATE.
 DL1581'
 DL1581'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DL1581
 DL1581                          STATION RECOVERY (1957)
 DL1581
 DL1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DL1581'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 DL1581'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DL1581'REFERENCE MARK NO. 1 COULD NOT BE FOUND, A NEW REFERENCE MARK
 DL1581'NO. 3 WAS ESTABLISHED.
 DL1581'
 DL1581'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DL1581'
 DL1581'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF NASHVILLE,
 DL1581'5 MILES WEST OF THE TOWN OF OZAN IN A FEED LOT ON THE PROPERTY
 DL1581'OF J.A. INGRAM.  IT IS 58 FEET SOUTHEAST OF THE SOUTH SIDE OF
 DL1581'A SMALL POND, 55 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL
 DL1581'BARN, 22 FEET NORTH OF A WITNESS POST, 21.5 FEET NORTH OF A
 DL1581'T-FENCE CORNER AND 1 FOOT WEST OF A FENCE LINE.  IT IS STAMPED
 DL1581'YANCY 1941 AND PROJECTS 4 INCHES.
 DL1581'
 DL1581'REFERENCE MARK NO. 2 IS SET AT THE WEST SIDE OF A FEED LOT,
 DL1581'45 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 6 FEET NORTH
 DL1581'OF A 12-INCH TREE AND 1 FOOT EAST OF A GARAGE.  IT IS STAMPED
 DL1581'YANCY NO 2 1941 AND PROJECTS 6 INCHES.
 DL1581'
 DL1581'REFERENCE MARK NO. 3 IS 23 FEET SOUTH OF THE CENTER OF A
 DL1581'GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE LINE.  IT IS STAMPED
 DL1581'YANCY NO 3 1941 AND PROJECTS 2 INCHES.
 DL1581'
 DL1581'THE AZIMUTH MARK IS 130 FEET SOUTH OF THE CENTER OF STATE
 DL1581'HIGHWAY 4, 55 FEET WEST OF A HOUSE, 3 FEET SOUTHWEST OF A
 DL1581'WITNESS POST AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED YANCY
 DL1581'1941 AND PROJECTS 4 INCHES.
 DL1581'
 DL1581'TO REACH THE STATION FROM THE POST OFFICE IN OZAN GO WEST
 DL1581'ON STATE HIGHWAY 4 FOR 5.1 MILES TO A HOUSE AND THE AZIMUTH
 DL1581'MARK ON THE LEFT, CONTINUE FOR 0.3 MILE TO AN ABANDONED
 DL1581'SERVICE STATION ON THE LEFT AND A ROAD LEADING LEFT, TURN
 DL1581'LEFT, AND GO 0.3 MILE TO A FEED LOT AND STATION ON THE RIGHT
 DL1581'AS DESCRIBED.
 DL1581
 DL1581                          STATION RECOVERY (1962)
 DL1581
 DL1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DL1581'THE STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1581'CONDITION.  R.M. NO. 2 IS ON THE EDGE OF THE SOUTH ROAD BANK
 DL1581'AND IS JUST BELOW THE SURFACE OF THE GROUND.  THE HOUSE,
 DL1581'DESCRIBED AS BEING NEAR THE AZIMUTH MARK, HAS BEEN REMOVED.
 DL1581'THE MARK IS IN AN OPEN PASTURE, ABOUT 130 FEET SOUTH OF THE
 DL1581'CENTERLINE OF THE HIGHWAY AND 3 FEET SOUTHWEST OF A WITNESS
 DL1581'POST.
 DL1581'
 DL1581'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL1581'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1914 ***********************************************************************
 FG1914  DESIGNATION -  YARBOUGH
 FG1914  PID         -  FG1914
 FG1914  STATE/COUNTY-  AR/JOHNSON
 FG1914  USGS QUAD   -  HARMONY (1963)
 FG1914
 FG1914                         *CURRENT SURVEY CONTROL
 FG1914  ___________________________________________________________________
 FG1914* NAD 83(1997)-  35 37 04.50945(N)    093 34 28.71592(W)     ADJUSTED  
 FG1914* NAVD 88     -       626.1    (meters)    2054.     (feet)  VERTCON   
 FG1914  ___________________________________________________________________
 FG1914  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 FG1914  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FG1914
 FG1914  HORZ ORDER  -  FIRST
 FG1914
 FG1914.The horizontal coordinates were established by classical geodetic methods
 FG1914.and adjusted by the National Geodetic Survey in September 1999..
 FG1914
 FG1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1914
 FG1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1914
 FG1914.The geoid height was determined by GEOID03.
 FG1914
 FG1914;                    North         East     Units Scale Factor Converg.
 FG1914;SPC AR N     -   143,654.557   257,357.866   MT  0.99993611   -0 54 58.6
 FG1914;SPC AR N     -   471,306.66    844,348.27   sFT  0.99993611   -0 54 58.6
 FG1914;UTM  15      - 3,941,723.452   447,959.811   MT  0.99963337   -0 20 04.8
 FG1914
 FG1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1914!SPC AR N     -   0.99990622  x   0.99993611  =   0.99984233
 FG1914!UTM  15      -   0.99990622  x   0.99963337  =   0.99953962
 FG1914
 FG1914|---------------------------------------------------------------------|
 FG1914| PID    Reference Object                     Distance      Geod. Az  |
 FG1914|                                                           dddmmss.s |
 FG1914| CI2836 YARBOUGH RM 1                        20.757 METERS 06406     |
 FG1914| FG1816 CAZORT                              APPROX.13.5 KM 0995604.6 |
 FG1914| FG1869 CLARKSVILLE MUN TANK                APPROX.18.4 KM 1530126.1 |
 FG1914| CI2837 YARBOUGH RM 2                        21.295 METERS 19019     |
 FG1914|---------------------------------------------------------------------|
 FG1914
 FG1914                          SUPERSEDED SURVEY CONTROL
 FG1914
 FG1914  NAD 83(1997)-  35 37 04.52049(N)    093 34 28.71690(W) AD(       ) 1
 FG1914  NAD 83(1986)-  35 37 04.51879(N)    093 34 28.71813(W) AD(       ) 1
 FG1914  NAD 27      -  35 37 04.22069(N)    093 34 28.04486(W) AD(       ) 1
 FG1914  NGVD 29 (07/19/86)  626.0    (m)         2054.     (f) VERT ANG       
 FG1914
 FG1914.Superseded values are not recommended for survey control.
 FG1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1914.See file dsdata.txt to determine how the superseded data were derived.
 FG1914
 FG1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4796041723(NAD 83)
 FG1914_MARKER: DS = TRIANGULATION STATION DISK
 FG1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FG1914
 FG1914  HISTORY     - Date     Condition        Report By
 FG1914  HISTORY     - 1971     MONUMENTED       NGS
 FG1914  HISTORY     - 1985     GOOD             USDA
 FG1914
 FG1914                          STATION DESCRIPTION
 FG1914
 FG1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1914'THE STATION IS ABOUT 13 MILES NORTH AND 1 MILE EAST OF HARTMAN, 10
 FG1914'MILES NORTH AND 6 MILES WEST OF CLARKSVILLE, 5 MILES SOUTH OF OARK,
 FG1914'IN THE NORTHWEST 1/4 SECTION 17, T.11 N., R.24 W. AND IN THE OZARK
 FG1914'NATIONAL FOREST.
 FG1914'
 FG1914'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FG1914'HIGHWAY 103, 1 BLOCK WEST OF THE COURTHOUSE IN CLARKSVILLE, GO NORTH
 FG1914'AND NORTHWEST ON STATE HIGHWAY 103 FOR 8.2 MILES TO A FORK WITH
 FG1914'STATE HIGHWAY 164.  CONTINUE NORTH ON STATE HIGHWAY 103 FOR 5.9
 FG1914'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.1
 FG1914'MILE TO A FORK.  BEAR RIGHT AND GO SOUTHEASTERLY THEN SOUTH FOR
 FG1914'0.75 MILE TO A TRACK ROAD RIGHT AND THE STATION ON THE RIGHT.
 FG1914'
 FG1914'STATION MARKS ARE STANDARD DISKS STAMPED YARBOUGH.  THE SURFACE DISK
 FG1914'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FG1914'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 135 FEET WEST OF
 FG1914'THE CENTER OF A GRAVEL ROAD, 63 FEET NORTHWEST OF THE CENTER OF A
 FG1914'TRACK ROAD.  20.5 FEET NORTH OF A 6-INCH PINE TREE WITH A
 FG1914'TRIANGULAR BLAZE AND 4.2 FEET EAST OF A WITNESS POST.  THE
 FG1914'UNDERGROUND MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 FG1914'CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 FG1914'
 FG1914'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED YARBOUGH NO 1 1971, SET
 FG1914'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 FG1914'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET WEST OF THE
 FG1914'GRAVELED ROAD, 71.5 FEET NORTHEAST OF THE WITNESS POST.  60 FEET
 FG1914'NORTHWEST OF THE CENTER OF A TRACK ROAD AND ABOUT 2 FEET LOWER THAN
 FG1914'THE STATION.
 FG1914'
 FG1914'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED YARBOUGH NO 2 1971, SET
 FG1914'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 FG1914'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 70 FEET SOUTH OF THE
 FG1914'WITNESS POST, 50 FEET SOUTH OF A TREE, 30 FEET NORTHWEST OF THE
 FG1914'CENTER OF A TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE
 FG1914'STATION.
 FG1914'
 FG1914'DUE TO HEAVY TIMBER NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE
 FG1914'FOUND.
 FG1914'
 FG1914'HEIGHT OF LIGHT ABOVE STATION MARK 28.6 METERS.
 FG1914
 FG1914                          STATION RECOVERY (1985)
 FG1914
 FG1914'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HWH)
 FG1914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE2741 ***********************************************************************
 FE2741  DESIGNATION -  YARBRO
 FE2741  PID         -  FE2741
 FE2741  STATE/COUNTY-  AR/MISSISSIPPI
 FE2741  USGS QUAD   -  BLYTHEVILLE (1972)
 FE2741
 FE2741                         *CURRENT SURVEY CONTROL
 FE2741  ___________________________________________________________________
 FE2741* NAD 83(1997)-  35 57 30.64741(N)    089 54 38.58119(W)     ADJUSTED  
 FE2741* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 FE2741  ___________________________________________________________________
 FE2741  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FE2741  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2741
 FE2741  HORZ ORDER  -  SECOND
 FE2741
 FE2741.The horizontal coordinates were established by classical geodetic methods
 FE2741.and adjusted by the National Geodetic Survey in September 1999..
 FE2741
 FE2741.The orthometric height was scaled from a topographic map.
 FE2741
 FE2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2741
 FE2741.The geoid height was determined by GEOID03.
 FE2741
 FE2741;                    North         East     Units Scale Factor Converg.
 FE2741;SPC AR N     -   182,301.913   588,453.869   MT  0.99995721   +1 12 56.7
 FE2741;SPC AR N     -   598,102.19  1,930,619.07   sFT  0.99995721   +1 12 56.7
 FE2741;SPC MO E     -    14,049.180   303,156.493   MT  0.99996814   +0 20 45.7
 FE2741;UTM  16      - 3,983,264.341   237,491.321   MT  1.00044920   -1 42 36.5
 FE2741
 FE2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2741!SPC AR N     -   0.99999248  x   0.99995721  =   0.99994969
 FE2741!SPC MO E     -   0.99999248  x   0.99996814  =   0.99996062
 FE2741!UTM  16      -   0.99999248  x   1.00044920  =   1.00044167
 FE2741
 FE2741:                Primary Azimuth Mark                     Grid Az
 FE2741:SPC AR N     -  YARBRO AZ MK RESET                       119 39 28.9
 FE2741:SPC MO E     -  YARBRO AZ MK RESET                       120 31 39.9
 FE2741:UTM  16      -  YARBRO AZ MK RESET                       122 35 02.1
 FE2741
 FE2741|---------------------------------------------------------------------|
 FE2741| PID    Reference Object                     Distance      Geod. Az  |
 FE2741|                                                           dddmmss.s |
 FE2741| CG5402 YARBRO AZ MK RESET                                 1205225.6 |
 FE2741| CG5401 YARBRO AZ MK                                       1210505.7 |
 FE2741| FE2691 BLYTHEVILLE RAD STA KLCN MAST       APPROX. 5.3 KM 1372217.1 |
 FE2741| CG5403 YARBRO RM 1                          29.951 METERS 16036     |
 FE2741| CG5405 YARBRO RM 3                          29.958 METERS 16037     |
 FE2741| CG5404 YARBRO RM 2                          28.706 METERS 28036     |
 FE2741|---------------------------------------------------------------------|
 FE2741
 FE2741                          SUPERSEDED SURVEY CONTROL
 FE2741
 FE2741  NAD 83(1997)-  35 57 30.64965(N)    089 54 38.58346(W) AD(       ) 2
 FE2741  NAD 83(1986)-  35 57 30.66071(N)    089 54 38.58093(W) AD(       ) 2
 FE2741  NAD 27      -  35 57 30.40130(N)    089 54 38.26960(W) AD(       ) 2
 FE2741
 FE2741.Superseded values are not recommended for survey control.
 FE2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2741.See file dsdata.txt to determine how the superseded data were derived.
 FE2741
 FE2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3749183264(NAD 83)
 FE2741_MARKER: DS = TRIANGULATION STATION DISK
 FE2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2741
 FE2741  HISTORY     - Date     Condition        Report By
 FE2741  HISTORY     - 1955     MONUMENTED       CGS
 FE2741  HISTORY     - 1960     GOOD             CGS
 FE2741  HISTORY     - 1970     SEE DESCRIPTION  NGS
 FE2741
 FE2741                          STATION DESCRIPTION
 FE2741
 FE2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 FE2741'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF BLYTHEVILLE, 1.5 MILES
 FE2741'SOUTH OF THE SMALL VILLAGE OF YARBRO, 145 FEET WEST OF THE CENTER OF
 FE2741'U.S. HIGHWAY 61, 36 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 FE2741'GARAGE, 40 FEET SOUTH OF THE CENTER OF A LARGE DRAINAGE DITCH, 30
 FE2741'FEET NORTH OF A BARN, 10 FEET SOUTH OF A WIRE FENCE AND ON LAND OWNED
 FE2741'BY MRS. DOROTHY ROACH.
 FE2741'
 FE2741'TO REACH THE STATION FROM THE POST OFFICE IN BLYTHEVILLE, GO NORTH
 FE2741'FOR TWO BLOCKS, TURN LEFT AND GO WEST ON W.  CHICKASOWGA
 FE2741'STREET FOR 0.2 MILE TO A TRAFFIC LIGHT, TURN RIGHT AND GO NORTH ON
 FE2741'U.S. HIGHWAY 61 FOR 2 MILES TO A BRIDGE OVER A DRAINAGE DITCH, A
 FE2741'BARN ON THE LEFT AND THE STATION AS DESCRIBED.
 FE2741'
 FE2741'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 FE2741'61 FOR 0.15 MILE TO A FARM ROAD ON THE LEFT, TURN LEFT (EAST) AND
 FE2741'FOLLOW THE FARM ROAD FOR 0.3 MILE TO A RAILROAD TRACK AND THE AZIMUTH
 FE2741'MARK ON THE LEFT AS DESCRIBED.
 FE2741'
 FE2741'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED YARBRO 1955.
 FE2741'
 FE2741'REFERENCE MARK 1 IS 27 FEET EAST-SOUTHEAST OF THE SOUTHEAST OF THE
 FE2741'BARN, 4 FEET WEST OF A GATE POST AND 1 FOOT NORTH OF A WIRE FENCE.
 FE2741'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED YARBRO NO 1 1955.
 FE2741'
 FE2741'REFERENCE MARK 2 IS 26 FEET WEST OF A GATE POST AND 1.5 FEET SOUTH OF
 FE2741'A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FE2741'YARBRO NO 2 1955.
 FE2741'
 FE2741'THE AZIMUTH MARK IS 27 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 FE2741'TRACK, 15 FEET NORTH OF THE CENTER OF THE FARM ROAD, 1.5 FEET SOUTH
 FE2741'OF A WHITE 4 INCH X 4 INCH WITNESS POST AND 1 FOOT SOUTHWEST OF A
 FE2741'TELEPHONE POLE.  THE MARK PROJECTS 7 INCHES AND THE DISK IS
 FE2741'STAMPED YARBRO 1955.
 FE2741'
 FE2741'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FE2741
 FE2741                          STATION RECOVERY (1960)
 FE2741
 FE2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FE2741'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FE2741'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE
 FE2741'DESTROYED.
 FE2741'
 FE2741'THE TO REACH IS ENTIRELY ADEQUATE.
 FE2741'
 FE2741'THE DISTANCES AND DIRECTIONS TO REFERENCE MARK NO. 1 AND REFERENCE
 FE2741'MARK NO. 2 WERE VERIFIED.
 FE2741'
 FE2741'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 FE2741'
 FE2741'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 FE2741'61 FOR 0.15 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 FE2741'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE CROSSING
 FE2741'RAILROAD TRACKS.
 FE2741'
 FE2741'AZIMUTH MARK IS A STANDARD DISK STAMPED YARBRO 1955 RESET 1960, SET
 FE2741'IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 FE2741'IS 25 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 24 FEET
 FE2741'NORTH OF THE CENTER OF THE TRACK ROAD, 2 FEET SOUTH OF A TELEPHONE
 FE2741'POLE (NO. 235) AND 1.2 FEET WEST OF A METAL WITNESS POST.
 FE2741'
 FE2741'NOTE- THE STATION IS NOW ON LAND OWNED BY MRS. L.M. KRUTZ.
 FE2741'
 FE2741'A METAL WITNESS POST WAS SET 12.7 FEET NORTH OF THE STATION MARK.
 FE2741'
 FE2741'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FE2741'
 FE2741'OBSERVATIONS TAKEN FROM A 90-FOOT TOWER.
 FE2741
 FE2741                          STATION RECOVERY (1970)
 FE2741
 FE2741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FE2741'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE RESET AZIMUTH
 FE2741'MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS
 FE2741'FOUND UPROOTED AND THE DISK GONE.  REFERENCE MARK 1 WAS FOUND WITH
 FE2741'THE DISK GONE AND A NEW DISK WAS SET IN THE MONUMENT.  A NEW SURFACE
 FE2741'STATION MARK WAS SET HOLDING THE UNDERGROUND POINT.  THE DISTANCE AND
 FE2741'DIRECTION TO REFERENCE MARK 2 CHECKED AS DID THE DIRECTION TO
 FE2741'THE MAST.  A NEW DESCRIPTION FOLLOWS-
 FE2741'
 FE2741'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF BLYTHEVILLE, ON THE
 FE2741'PROPERTY OF THE KRUTZ ESTATE, 145 FEET WEST OF THE CENTERLINE OF
 FE2741'BUS. ROUTE U.S. 61, 42 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A
 FE2741'GARAGE, 40 FEET WEST OF THE NORTHWEST CORNER OF THE GARAGE, 10 FEET
 FE2741'NORTH OF THE CENTERLINE OF A FIELD ROAD, 1 FOOT EAST OF A METAL
 FE2741'WITNESS POST ON THE SOUTH BANK OF A LARGE DRAINAGE CANAL.  THE
 FE2741'MONUMENT IS FLUSH AND THE DISK IS STAMPED YARBRO 1955 1970.
 FE2741'
 FE2741'TO REACH THE STATION FROM THE FARMERS BANK AND TRUST CO. (IN THE
 FE2741'SOUTHWEST ANGLE OF THE INTERSECTION OF N 6TH STREET AND W MOULTRIE
 FE2741'DR. AT THE NORTH EDGE OF BLYTHEVILLE) GO NORTH ON N 6TH STREET
 FE2741'(BUSINESS ROUTE U.S. 61) FOR 1.55 MILES TO THE STATION ON THE LEFT
 FE2741'JUST BEFORE CROSSING A CONCRETE BRIDGE.
 FE2741'
 FE2741'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY
 FE2741'FOR 0.15 MILE TO A FIELD ROAD LEFT.  TURN LEFT AND GO EAST ON THE
 FE2741'FIELD ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT BEFORE
 FE2741'REACHING A RAILROAD CROSSING.
 FE2741'
 FE2741'REFERENCE MARK 2 IS 16 FEET NORTH OF THE CENTERLINE OF THE FIELD
 FE2741'ROAD, 134 FEET WEST OF THE NORTHWEST CORNER OF THE GARAGE AND
 FE2741'ABOUT 45 FEET SOUTH OF THE MIDDLE OF THE CANAL AND ON THE SOUTH BANK
 FE2741'OF SAME.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED YARBRO NO 2
 FE2741'1955.
 FE2741'
 FE2741'REFERENCE MARK 3 IS 60 FEET WEST OF A UTILITY POLE, 93 FEET NORTH OF
 FE2741'THE NORTHWEST CORNER OF A HOUSE, 78 FEET SOUTH OF THE SOUTHWEST
 FE2741'CORNER OF THE GARAGE AND 125 FEET WEST OF THE CENTERLINE OF THE
 FE2741'HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED YARBRO
 FE2741'1955 NO 3 1970.
 FE2741'
 FE2741'THE AZIMUTH MARK IS 25 FEET WEST OF THE WEST RAIL OF THE RAILROAD, 24
 FE2741'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF TELEPHONE
 FE2741'POLE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  THE MONUMENT
 FE2741'PROJECTS 2 INCHES AND THE DISK IS STAMPED YARBRO 1955 RESET 1960.
 FE2741'
 FE2741'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1255 ***********************************************************************
 DL1255  DESIGNATION -  YARBROUGH
 DL1255  PID         -  DL1255
 DL1255  STATE/COUNTY-  AR/CLEVELAND
 DL1255  USGS QUAD   -  HERBINE (1985)
 DL1255
 DL1255                         *CURRENT SURVEY CONTROL
 DL1255  ___________________________________________________________________
 DL1255* NAD 83(1997)-  33 50 24.24144(N)    092 00 51.99263(W)     ADJUSTED  
 DL1255* NAVD 88     -        78.92   (+/-2cm)     258.9    (feet)  VERTCON   
 DL1255  ___________________________________________________________________
 DL1255  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DL1255  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DL1255
 DL1255  HORZ ORDER  -  FIRST
 DL1255  VERT ORDER  -  THIRD ? (See Below)
 DL1255
 DL1255.The horizontal coordinates were established by classical geodetic methods
 DL1255.and adjusted by the National Geodetic Survey in September 1999..
 DL1255
 DL1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1255.The vertical order pertains to the NGVD 29 superseded value.
 DL1255
 DL1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1255
 DL1255.The geoid height was determined by GEOID03.
 DL1255
 DL1255;                    North         East     Units Scale Factor Converg.
 DL1255;SPC AR S     -   530,144.379   398,663.348   MT  0.99992419   -0 00 29.1
 DL1255;SPC AR S     - 1,739,315.35  1,307,948.00   sFT  0.99992419   -0 00 29.1
 DL1255;UTM  15      - 3,744,859.921   591,186.045   MT  0.99970250   +0 32 55.9
 DL1255
 DL1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1255!SPC AR S     -   0.99999167  x   0.99992419  =   0.99991586
 DL1255!UTM  15      -   0.99999167  x   0.99970250  =   0.99969417
 DL1255
 DL1255:                Primary Azimuth Mark                     Grid Az
 DL1255:SPC AR S     -  GLENDALE                                 017 25 06.1
 DL1255:UTM  15      -  GLENDALE                                 016 51 41.1
 DL1255
 DL1255|---------------------------------------------------------------------|
 DL1255| PID    Reference Object                     Distance      Geod. Az  |
 DL1255|                                                           dddmmss.s |
 DL1255| DK2112 GLENDALE                            APPROX.14.3 KM 0172437.0 |
 DL1255| DK2111 GLENDALE RAD STA KKY 559 MAST       APPROX.14.5 KM 0205040.4 |
 DL1255| DK2110 GLENDALE STANDARD OIL WATER TK      APPROX.14.3 KM 0212220.1 |
 DL1255| CY7219 YARBROUGH RM 2                       43.632 METERS 09819     |
 DL1255| DK2104 FIRE TOWER 5 UNIT 4                 APPROX.19.2 KM 1551549.8 |
 DL1255| DL1256 LOOKOUT TOWER 4 6 AFC                42.640 METERS 16839     |
 DL1255| DL1265 WARREN MUNICIPAL TANK               APPROX.24.9 KM 1903925.0 |
 DL1255| DL1270 WARREN BRADLEY MILL BURNER          APPROX.26.4 KM 1904852.9 |
 DL1255| DL1266 WARREN BRADLEY LUMBER LG STK        APPROX.26.5 KM 1905340.1 |
 DL1255| DL1267 WARREN BRADLEY LUMBER MILL TK       APPROX.26.4 KM 1910720.1 |
 DL1255| DL1262 WARREN SOUTHERN LUMBER CO TANK      APPROX.25.3 KM 1941457.2 |
 DL1255| DL1264 WARREN SOUTHERN LUMBER CO STK       APPROX.25.1 KM 1941604.8 |
 DL1255| CY7217 YARBROUGH AZ MK                                    3414018.9 |
 DL1255| CY7218 YARBROUGH RM 1                       55.873 METERS 35508     |
 DL1255|---------------------------------------------------------------------|
 DL1255
 DL1255                          SUPERSEDED SURVEY CONTROL
 DL1255
 DL1255  NAD 83(1986)-  33 50 24.25116(N)    092 00 51.98636(W) AD(       ) 1
 DL1255  NAD 27      -  33 50 23.88041(N)    092 00 51.48757(W) AD(       ) 1
 DL1255  NGVD 29 (07/19/86)   79.01   (m)          259.2    (f) LEVELING    3  
 DL1255
 DL1255.Superseded values are not recommended for survey control.
 DL1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1255.See file dsdata.txt to determine how the superseded data were derived.
 DL1255
 DL1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9118644860(NAD 83)
 DL1255_MARKER: DS = TRIANGULATION STATION DISK
 DL1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1255
 DL1255  HISTORY     - Date     Condition        Report By
 DL1255  HISTORY     - 1939     MONUMENTED       CGS
 DL1255  HISTORY     - 1942     GOOD             CGS
 DL1255  HISTORY     - 1964     GOOD             CGS
 DL1255  HISTORY     - 1969     GOOD             USGS
 DL1255
 DL1255                          STATION DESCRIPTION
 DL1255
 DL1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CDM)
 DL1255'STATION IS LOCATED 3.5 MILES S OF ROWELL POST OFFICE, 1.5
 DL1255'MILES N OF JUNCTION OF STATE HIGHWAYS 11 AND 15 AT PANSY, A
 DL1255'SMALL TOWN 5 MILES N OF RYE.  IT IS FLUSH WITH THE GROUND, SET IN
 DL1255'SMALL PASTURE BETWEEN YARBROUGHS HOUSE AND ARKANSAS STATE
 DL1255'FIRE TOWER, 49 FEET W OF CENTER LINE OF STATE HIGHWAY 15 AND
 DL1255'58 FEET SE OF SE CORNER OF YARD FENCE AROUND YARBROUGHS HOUSE
 DL1255'AND 52 FEET N OF E POST OF GATEWAY INTO FIRE TOWER PROPERTY.
 DL1255'
 DL1255'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DL1255'BRONZE DISKS SET IN CONCRETE.
 DL1255'
 DL1255'REFERENCE MARK NO. 1 IS ACROSS STATE HIGHWAY 15, AND PROJECTS
 DL1255'8 INCHES, SET IN N-S FENCE LINE, 38 FEET E OF CENTER LINE OF
 DL1255'HIGHWAY.
 DL1255'
 DL1255'REFERENCE MARK NO. 2 IS ACROSS STATE HIGHWAY 15, AND PROJECTS
 DL1255'8 INCHES, SET IN N-S FENCE LINE, 56 FEET E OF CENTER LINE OF
 DL1255'HIGHWAY.
 DL1255'
 DL1255'TO REACH AZIMUTH MARK FROM STATION DRIVE N ON STATE HIGHWAY
 DL1255'15 FOR 0.6 MILE TO MARK ON LEFT (W) SIDE OF HIGHWAY.  IT
 DL1255'PROJECTS 8 INCHES, SET 38 FEET W OF CENTER LINE OF HIGHWAY,
 DL1255'35 FEET S OF TELEPHONE POLE AND ABOUT 125 FEET N OF SMALL
 DL1255'HOUSE ON W SIDE OF ROAD.
 DL1255'
 DL1255'REACHED FROM JUNCTION OF STATE HIGHWAYS 15 AND 11 IN PANSY, DRIVE
 DL1255'N ON STATE HIGHWAY 15 FOR 1.35 MILES TO YARBROUGHS HOUSE.
 DL1255'FIRE TOWER AND STATION ON LEFT (W) SIDE OF HIGHWAY.
 DL1255'
 DL1255'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DL1255
 DL1255                          STATION RECOVERY (1942)
 DL1255
 DL1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 DL1255'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DL1255'CONDITION.  NEW DESCRIPTION FOLLOWS--
 DL1255'
 DL1255'STATION IS LOCATED 1.35 MILES N OF PANSY, ON LAND OWNED AND
 DL1255'OCCUPIED BY A. YARBROUGH AND NEAR THE PANSY LOOKOUT TOWER.  IT
 DL1255'IS A STANDARD DISK SET FLUSH WITH THE GROUND, 49 FEET W OF
 DL1255'THE CENTER LINE OF STATE HIGHWAY 15, 58 FEET SE OF THE SE CORNER
 DL1255'OF THE YARBROUGH HOUSE, 52 FEET N OF A CATTLE GUARD IN DRIVEWAY
 DL1255'LEADING TO LOOKOUT TOWER AND 139 FEET N OF THE LOOKOUT TOWER.
 DL1255'THE MARK IS STAMPED YARBROUGH 1939.
 DL1255'
 DL1255'REFERENCE MARK NO. 1 IS 1 FOOT W OF A N-S FENCE LINE AND 38
 DL1255'FEET E OF THE CENTER LINE OF STATE HIGHWAY 15.  IT IS STAMPED
 DL1255'YARBROUGH NO. 1 1939 AND PROJECTS ABOUT 8 INCHES.
 DL1255'
 DL1255'REFERENCE MARK NO. 2 IS 56 FEET E OF THE CENTER LINE OF STATE
 DL1255'HIGHWAY 15 AND 8 FEET E OF A N-S FENCE LINE.  IT IS STAMPED
 DL1255'YARBROUGH NO. 2 1939 AND PROJECTS ABOUT 8 INCHES.
 DL1255'
 DL1255'THE AZIMUTH MARK IS 38 FEET W OF THE CENTER LINE OF STATE
 DL1255'HIGHWAY 15 AND 66 FEET E OF A WHITE HOUSE OWNED AND OCCUPIED
 DL1255'BY J.B. RICHARDSON.  IT IS STAMPED YARBROUGH 1939 AND PROJECTS
 DL1255'ABOUT 8 INCHES.
 DL1255'
 DL1255'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON STATE HIGHWAY
 DL1255'15 FOR 0.6 MILE TO THE RICHARDSON HOUSE AND THE AZIMUTH MARK
 DL1255'ON THE LEFT.
 DL1255'
 DL1255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 35
 DL1255'AND 15 IN PANSY, GO N ON STATE HIGHWAY 15 FOR 1.35 MILES TO
 DL1255'THE YARBROUGH HOUSE AND STATION ON THE LEFT.
 DL1255'
 DL1255'A 116-FOOT LIGHT STAND AT SAWYER IS VISIBLE AT 90 FEET.
 DL1255'
 DL1255'A 126-FOOT SIGNAL STAND AT WARREN IS VISIBLE AT 116 FEET.
 DL1255'
 DL1255'A 116-FOOT SIGNAL STAND AT MOSELEY IS VISIBLE AT 100 FEET.
 DL1255'
 DL1255'A 126-FOOT SIGNAL STAND AT MORO IS VISIBLE AT 100 FEET.
 DL1255'
 DL1255'A 90-FOOT LIGHT STAND AT WALL WOULD NOT SEE A 116-FOOT SIGNAL
 DL1255'AT YARBROUGH.
 DL1255
 DL1255                          STATION RECOVERY (1964)
 DL1255
 DL1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 DL1255'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 DL1255'CONDITION AT THIS TIME.  THE DIRECTION TO ALL MARKS AND THE
 DL1255'TOWER CHECKED.  THE DISTANCE TO THE LOOKOUT TOWER CHECKED BUT
 DL1255'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE .08 OF A FOOT
 DL1255'SHORTER THAN THE PREVIOUS MEASUREMENT AND THE DISTANCE TO
 DL1255'REFERENCE MARK 2 WAS FOUND TO BE .04 OF A FOOT SHORTER THAN
 DL1255'THE PREVIOUS MEASUREMENT.  DUE TO VARIOUS CHANGES A NEW
 DL1255'DESCRIPTION FOLLOWS.
 DL1255'
 DL1255'ABOUT 1.3 MILES NORTHWEST OF PANSY, 4 MILES WEST OF CORNERVILLE,
 DL1255'IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SEC. 10, R-9-W,
 DL1255'T-10-S, NEAR LOOKOUT TOWER NO. 46, AND ON THE PROPERTY OF MR.
 DL1255'A. YARBROUGH.  IT IS 184 FEET SOUTH OF THE WITNESS POST, 62
 DL1255'FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 51
 DL1255'FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 15, AND 28
 DL1255'FEET NORTHWEST OF A 30 INCH OAK TREE.  THE MONUMENT IS FLUSH
 DL1255'AND THE DISK IS STAMPED YARBROUGH 1939.
 DL1255'
 DL1255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15,
 DL1255'11 AND 35 IN PANSY, GO NORTHWEST ON HIGHWAY 15 FOR 1.35 TO
 DL1255'THE STATION ON THE LEFT.
 DL1255'
 DL1255'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 DL1255'THE HIGHWAY FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DL1255'
 DL1255'REFERENCE MARK 1 IS 39 FEET NORTHEAST OF THE CENTERLINE OF THE
 DL1255'HIGHWAY, AND 2 FEET SOUTHWEST OF A WITNESS POST AND A FENCE.
 DL1255'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED YARBROUGH
 DL1255'NO 1 1939.
 DL1255'
 DL1255'REFERENCE MARK 2 IS 54 FEET NORTHEAST OF THE CENTERLINE OF
 DL1255'THE HIGHWAY, 76 FEET SOUTHEAST OF A FENCE CORNER, AND 10 FEET
 DL1255'NORTHEAST OF A FENCE.  THE MONUMENT PROJECTS 8 INCHES AND THE
 DL1255'DISK IS STAMPED YARBROUGH NO 2 1939.
 DL1255'
 DL1255'THE AZIMUTH MARK IS 82 FEET EAST OF THE SOUTHEAST CORNER OF
 DL1255'A FRAME HOUSE, 61 FEET SOUTHEAST OF A 30 INCH OAK TREE, 42
 DL1255'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 16 FEET NORTH
 DL1255'OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT PROJECTS
 DL1255'10 INCHES AND THE DISK IS STAMPED YARBROUGH 1939.
 DL1255'
 DL1255'NO MEASUREMENT BETWEEN REFERENCE MARKS, FENCE ON LINE.
 DL1255'
 DL1255'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1255
 DL1255                          STATION RECOVERY (1969)
 DL1255
 DL1255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 DL1255'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED AND
 DL1255'OLD DESCRIPTION IS ADQUATE.
 DL1255'
 DL1255'DISTANCES AND DIRECTIONS TO SURFACE MARKS CHECKED.
 DL1255'
 DL1255'THE AZ. MARK WAS DESTORYED.  TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1906 ***********************************************************************
 FG1906  DESIGNATION -  YATES
 FG1906  PID         -  FG1906
 FG1906  STATE/COUNTY-  AR/NEWTON
 FG1906  USGS QUAD   -  BOSTON (1973)
 FG1906
 FG1906                         *CURRENT SURVEY CONTROL
 FG1906  ___________________________________________________________________
 FG1906* NAD 83(1997)-  35 47 55.95150(N)    093 30 01.76446(W)     ADJUSTED  
 FG1906* NAVD 88     -       780.41   (+/-2cm)    2560.4    (feet)  VERTCON   
 FG1906  ___________________________________________________________________
 FG1906  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FG1906  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG1906
 FG1906  HORZ ORDER  -  FIRST
 FG1906  VERT ORDER  -  THIRD ? (See Below)
 FG1906
 FG1906.The horizontal coordinates were established by classical geodetic methods
 FG1906.and adjusted by the National Geodetic Survey in September 1999..
 FG1906
 FG1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1906.The vertical order pertains to the NGVD 29 superseded value.
 FG1906
 FG1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1906
 FG1906.The geoid height was determined by GEOID03.
 FG1906
 FG1906;                    North         East     Units Scale Factor Converg.
 FG1906;SPC AR N     -   163,623.834   264,380.579   MT  0.99994293   -0 52 23.3
 FG1906;SPC AR N     -   536,822.53    867,388.62   sFT  0.99994293   -0 52 23.3
 FG1906;UTM  15      - 3,961,756.707   454,777.573   MT  0.99962520   -0 17 33.9
 FG1906
 FG1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1906!SPC AR N     -   0.99988191  x   0.99994293  =   0.99982485
 FG1906!UTM  15      -   0.99988191  x   0.99962520  =   0.99950716
 FG1906
 FG1906|---------------------------------------------------------------------|
 FG1906| PID    Reference Object                     Distance      Geod. Az  |
 FG1906|                                                           dddmmss.s |
 FG1906| CI2841 YATES RM 3                           67.574 METERS 05114     |
 FG1906| CI2840 YATES RM 2                           31.500 METERS 09109     |
 FG1906| CI2842 YATES RM 4                           27.389 METERS 28939     |
 FG1906| FG1908 BOSTON TV RELAY MAST                APPROX. 8.0 KM 2963151.2 |
 FG1906| CI2838 YATES AZ MK                                        3223933.8 |
 FG1906|---------------------------------------------------------------------|
 FG1906
 FG1906                          SUPERSEDED SURVEY CONTROL
 FG1906
 FG1906  NAD 83(1997)-  35 47 55.96276(N)    093 30 01.76678(W) AD(       ) 1
 FG1906  NAD 83(1986)-  35 47 55.96088(N)    093 30 01.77051(W) AD(       ) 1
 FG1906  NAD 27      -  35 47 55.67400(N)    093 30 01.10600(W) AD(       ) 1
 FG1906  NGVD 29 (07/19/86)  780.32   (m)         2560.1    (f) LEVELING    3  
 FG1906
 FG1906.Superseded values are not recommended for survey control.
 FG1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1906.See file dsdata.txt to determine how the superseded data were derived.
 FG1906
 FG1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5477861757(NAD 83)
 FG1906_MARKER: DS = TRIANGULATION STATION DISK
 FG1906_SETTING: 80 = SET IN A BOULDER
 FG1906_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FG1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1906+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 FG1906
 FG1906  HISTORY     - Date     Condition        Report By
 FG1906  HISTORY     - 1928     MONUMENTED       CGS
 FG1906  HISTORY     - 1935     GOOD             CGS
 FG1906  HISTORY     - 1966     GOOD             NGS
 FG1906  HISTORY     - 1971     GOOD             NGS
 FG1906  HISTORY     - 20030807 GOOD             USFS
 FG1906
 FG1906                          STATION DESCRIPTION
 FG1906
 FG1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 FG1906'ABOUT 33 MILES BY ROAD NORTH OF CLARKSVILLE, 5 MILES BY
 FG1906'ROAD NORTHWEST OF HIGHWAY 21, 3-1/2 MILES BY ROAD NORTHWEST
 FG1906'OF OLD VILLAGE OF FALLSVILLE, ON CLEARED HILL ON LAND OWNED
 FG1906'BY LESTER YATES, ABOUT 1/4 MILE SOUTH OF HIS HOME, ON HIGHEST
 FG1906'GROUND, ABOUT 100 METERS (328 FEET) NORTH OF ROAD LEADING
 FG1906'FROM FALLSVILLE TO MR. YATES HOUSE, ON NORTH SIDE OF CULTIVATED
 FG1906'FIELD, ON SOUTH SIDE OF PASTURE FIELD, ABOUT 20 METERS (66
 FG1906'FEET) EAST OF CLUMP OF TREES, ABOUT 38 METERS (125 FEET)
 FG1906'WEST OF FENCE CORNER AT APPLE TREE, 6.5 METERS (21 FEET)
 FG1906'SOUTH OF DEAD 6-INCH BLACK OAK, 8.4 METERS (28 FEET)
 FG1906'NORTHEAST OF CENTER OF NOTCHED DEAD TRIPLE BLACK OAK, AND
 FG1906'1.45 METERS (4.8 FEET) NORTH OF EAST-AND-WEST FENCE.
 FG1906'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FG1906'DISKS IN BOULDERS.  REFERENCE MARKS ARE
 FG1906'STANDARD REFERENCE DISKS IN BOULDERS.  NO. 1
 FG1906'IS IN A NORTH-AND-SOUTH FENCE LINE ON EAST SIDE OF PASTURE
 FG1906'FIELD, ON WEST SIDE OF CULTIVATED FIELD, ABOUT 70 METERS
 FG1906'(230 FEET) NORTH OF APPLE TREE, NEAR FENCE CORNER AND
 FG1906'87.22 METERS (286.2 FEET) FROM STATION, N 41 DEG E.
 FG1906'NO.2 IS IN EAST-AND-WEST FENCE LINE, ABOUT 7-1/2
 FG1906'METERS (25 FEET) WEST OF FENCE CORNER NEAR APPLE TREE,
 FG1906'7 METERS (23 FEET) SOUTHWEST OF SAID TREE, AND 31.50
 FG1906'METERS (103.3 FEET) FROM STATION, S 88 DEG 51 MIN E.
 FG1906
 FG1906                          STATION RECOVERY (1935)
 FG1906
 FG1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LCM)
 FG1906'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE
 FG1906'ROAD FROM FALLSVILLE BY MR. YATES HOME IS NOW STATE HIGHWAY
 FG1906'16.  THE APPLE TREE MENTIONED IN THE DESCRIPTION DIED AND
 FG1906'HAS BEEN DUG UP.  OTHERWISE THE ORIGINAL DESCRIPTION IS GOOD.
 FG1906
 FG1906                          STATION RECOVERY (1966)
 FG1906
 FG1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 (BLH)
 FG1906'YATES 1928 STATION LOCATED INTACT IN THE DESCRIBED LOCATION.
 FG1906'REFERENCE MARKS 1 AND 2 WERE NOT FOUND.  REFERENCES GIVEN TO LOCATE
 FG1906'THEM HAVE BEEN DESTROYED.
 FG1906
 FG1906                          STATION RECOVERY (1971)
 FG1906
 FG1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1906'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FG1906'REFERENCE MARK 1 AND 2 WERE REPORTED FOUND DESTROYED BY PROPERTY
 FG1906'OWNER.  REFERENCE MARKS 3, 4 AND AN AZIMUTH MARK WERE
 FG1906'ESTABLISHED AT THIS TIME.  DUE TO VARIOUS REASONS A COMPLETE NEW
 FG1906'DESCRIPTION FOLLOWS.
 FG1906'
 FG1906'THE STATION IS LOCATED ABOUT 22-1/2 MILES NORTH AND 2 MILES WEST OF
 FG1906'CLARKSVILLE, 11 MILES NORTH AND 4 MILES WEST OF OZONE, 1-1/2 MILES
 FG1906'NORTH AND 2 MILES WEST OF FALLSVILLE, IN THE NORTHEAST SECTION OF
 FG1906'SECTION 11, R. 24 W., T. 13 N., AND ON PROPERTY OWNED BY MR. BILL
 FG1906'YATES.
 FG1906'
 FG1906'NOTICE--NO DRIVING TO STATION WITHOUT MR. YATES PERMISSION.
 FG1906'
 FG1906'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 16 IN
 FG1906'FALLSVILLE, GO NORTHWEST AND NORTH ON STATE HIGHWAY 16 FOR 2.7 MILES
 FG1906'TO A SIDE ROAD LEFT.  CONTINUE AHEAD ON STATE HIGHWAY 16 FOR 1.6
 FG1906'MILES TO A FIELD ENTRANCE ON LEFT.* (TO REACH THE AZIMUTH MARK
 FG1906'FROM HERE, CONTINUE NORTHERLY ON STATE HIGHWAY 16 FOR 1.9 MILES TO
 FG1906'WHERE THE ROAD CURVES TO THE RIGHT AND THE AZIMUTH MARK ON RIGHT.)
 FG1906'TURN LEFT, THEN LEFT AGAIN AND FOLLOW ALONG THE RIGHT-OF-WAY FOR
 FG1906'0.05 MILE TO A GATE.  PASS THROUGH GATE AND GO SOUTHERLY ALONG EAST
 FG1906'EDGE OF GRASSY PASTURE FOR 0.1 MILE TO A WIRE GATE.  PASS
 FG1906'THROUGH WIRE GATE AND CONTINUE EAST-SOUTHEAST UP HILL AND ACROSS
 FG1906'PASTURE FOR 0.1 MILE TO THE HIGHEST GROUND AND STATION AS DESCRIBED.
 FG1906'
 FG1906'STATION MARK IS A STANDARD DISK STAMPED YATES 1928.  THE SURFACE DISK
 FG1906'IS CEMENTED IN A DRILL HOLE IN A BEDROCK FORMATION THAT IS 3-INCHES
 FG1906'BELOW THE GROUND SURFACE.  IT IS 43.7 FEET WEST OF A LARGE OAK TREE
 FG1906'WITH A TRIANGLE BLAZE, 5 FEET NORTH OF THE NORTH EDGE OF WOODS
 FG1906'AREA AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 FG1906'
 FG1906'REFERENCE MARK 3, A STANDARD DISK STAMPED YATES 1928 NO 3 1971, IS
 FG1906'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FG1906'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 221.5 FEET
 FG1906'NORTHEAST OF THE METAL WITNESS POST, AND 1 FOOT WEST OF THE FENCE.
 FG1906'
 FG1906'REFERENCE MARK 4, A STANDARD DISK STAMPED YATES 1928 NO 4 1971, IS
 FG1906'CEMENTED IN A DRILL HOLE IN A 3-1/2 BY 2-1/2 FOOT BOULDER THAT
 FG1906'PROJECTS ABOUT 2 INCHES.  IT IS 90.7 FEET WEST OF THE METAL WITNESS
 FG1906'POST AND 21 FEET NORTH OF THE NORTH EDGE OF THE WOODS AREA.
 FG1906'
 FG1906'AZIMUTH MARK, A STANDARD DISK STAMPED YATES 1928 1971, IS CEMENTED
 FG1906'IN A DRILL HOLE IN BEDROCK THAT IS SET FLUSH WITH THE GROUND
 FG1906'SURFACE.  IT IS 45 FEET WEST OF THE CENTER OF STATE HIGHWAY 16, 28
 FG1906'FEET WEST-SOUTHWEST OF THE WEST SIDE OF A CONCRETE CULVERT, 4.4
 FG1906'FEET SOUTH OF A METAL WITNESS POST AND ABOUT 20 FEET HIGHER IN
 FG1906'ELEVATION THAN THE ROAD SURFACE.
 FG1906'
 FG1906'NOTICE.  MR. YATES LIVES 1/4 MILE NORTHEAST OF THE STATION.
 FG1906'
 FG1906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 FG1906'NORTHWEST OF FALLSVILLE.
 FG1906'
 FG1906'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FG1906
 FG1906                          STATION RECOVERY (2003)
 FG1906
 FG1906'RECOVERY NOTE BY US FOREST SERVICE 2003 (HWH)
 FG1906'RM1 AND 2 GONE.  RM3 GOOD SHAPE WITH AL POST WITH FS SIGN 54-9
 FG1906'4.5 FEET HIGH FACING RM3 AND 1 FOOT SE,  RM4 BULLDOZED OUT DISC
 FG1906'IN TACT IN CENTER OF 3'X  3.5'X 8INCH ROCK.  ORIGINAL TRI WIT POST
 FG1906'BROKEN OFF 1' ABOVE GROUND AND BENT FLAT.1'PIECE OF WIT POST 0.6'
 FG1906'SW DRIVEN FLUSH.  AL POST .9' S WITH FS SIGN 54-9  4.4' TALL AND
 FG1906'SPIKE NAIL FLUSH NEXT TO E SIDE OF AL POST. TRI STA IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1916 ***********************************************************************
 FG1916  DESIGNATION -  YOUNGER
 FG1916  PID         -  FG1916
 FG1916  STATE/COUNTY-  AR/FRANKLIN
 FG1916  USGS QUAD   -  HUNT (1963)
 FG1916
 FG1916                         *CURRENT SURVEY CONTROL
 FG1916  ___________________________________________________________________
 FG1916* NAD 83(1997)-  35 33 46.03049(N)    093 42 30.44914(W)     ADJUSTED  
 FG1916* NAVD 88     -       591.9    (meters)    1942.     (feet)  VERTCON   
 FG1916  ___________________________________________________________________
 FG1916  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FG1916  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FG1916
 FG1916  HORZ ORDER  -  FIRST
 FG1916
 FG1916.The horizontal coordinates were established by classical geodetic methods
 FG1916.and adjusted by the National Geodetic Survey in September 1999..
 FG1916
 FG1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 FG1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FG1916
 FG1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1916
 FG1916.The geoid height was determined by GEOID03.
 FG1916
 FG1916;                    North         East     Units Scale Factor Converg.
 FG1916;SPC AR N     -   137,740.871   245,131.035   MT  0.99993601   -0 59 38.9
 FG1916;SPC AR N     -   451,904.84    804,234.07   sFT  0.99993601   -0 59 38.9
 FG1916;UTM  15      - 3,935,687.685   435,797.243   MT  0.99965079   -0 24 43.4
 FG1916
 FG1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1916!SPC AR N     -   0.99991163  x   0.99993601  =   0.99984764
 FG1916!UTM  15      -   0.99991163  x   0.99965079  =   0.99956245
 FG1916
 FG1916|---------------------------------------------------------------------|
 FG1916| PID    Reference Object                     Distance      Geod. Az  |
 FG1916|                                                           dddmmss.s |
 FG1916| CI2852 YOUNGER RM 1                         12.463 METERS 05310     |
 FG1916| FG1914 YARBOUGH                            APPROX.13.6 KM 0631140.0 |
 FG1916| FG1915 WHITE OAK LOT                        14.044 METERS 08908     |
 FG1916| FG1869 CLARKSVILLE MUN TANK                APPROX.22.9 KM 1163657.5 |
 FG1916| FG1868 CLARKSVILLE CABLE VISION MAST       APPROX.26.9 KM 1192631.8 |
 FG1916| FG1872 CLARKSVILLE ST POLICE RAD MAST      APPROX.20.0 KM 1225525.3 |
 FG1916| CI2853 YOUNGER RM 2                         11.896 METERS 12650     |
 FG1916| FG1893 ALTUS ST MARYS CATH CH SPIRE        APPROX.13.1 KM 2002127.0 |
 FG1916| FG1897 OZARK ARK VALLEY ELEC RAD MAST      APPROX.12.1 KM 2322304.0 |
 FG1916| FG1920 OZARK ARK W GAS RAD MAST            APPROX.10.8 KM 2484536.3 |
 FG1916|---------------------------------------------------------------------|
 FG1916
 FG1916                          SUPERSEDED SURVEY CONTROL
 FG1916
 FG1916  NAD 83(1997)-  35 33 46.04163(N)    093 42 30.44845(W) AD(       ) 1
 FG1916  NAD 83(1986)-  35 33 46.04096(N)    093 42 30.44681(W) AD(       ) 1
 FG1916  NAD 27      -  35 33 45.74070(N)    093 42 29.75537(W) AD(       ) 1
 FG1916  NGVD 29 (07/19/86)  591.8    (m)         1942.     (f) VERT ANG       
 FG1916
 FG1916.Superseded values are not recommended for survey control.
 FG1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1916.See file dsdata.txt to determine how the superseded data were derived.
 FG1916
 FG1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3579735688(NAD 83)
 FG1916_MARKER: DS = TRIANGULATION STATION DISK
 FG1916_SETTING: 66 = SET IN ROCK OUTCROP
 FG1916_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FG1916
 FG1916  HISTORY     - Date     Condition        Report By
 FG1916  HISTORY     - 1971     MONUMENTED       NGS
 FG1916  HISTORY     - 1985     GOOD             USDA
 FG1916
 FG1916                          STATION DESCRIPTION
 FG1916
 FG1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW)
 FG1916'THE STATION IS ABOUT 6 MILES NORTH AND 14 MILES WEST OF CLARKSVILLE,
 FG1916'5 MILES NORTH AND 7 MILES EAST OF OZARK, 8 MILES NORTH AND 3 MILES
 FG1916'EAST OF ALTUS, IN THE NORTHEAST CORNER OF THE NORTHEAST 1/4 SECTION
 FG1916'OF SECTION 1, R. 26 W., T 10 N., AND ON PROPERTY LEASED BY THE
 FG1916'STATE.
 FG1916'
 FG1916'TO REACH THE STATION FROM THE POST OFFICE IN OZARK, GO EAST ON
 FG1916'COLLEGE STREET FOR 0.15 MILE TO A CROSSROAD, STATE HIGHWAY 219,
 FG1916'(NORTH THIRD STREET).  TURN LEFT AND GO NORTH ON STATE HIGHWAY 219
 FG1916'FOR 3.5 MILES TO A CROSSROAD, STATE HIGHWAY 352 ON THE LEFT AND A
 FG1916'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 FG1916'GRAVELED ROAD FOR 2.1 MILES TO AN OFFSET CROSSROAD.  TURN LEFT AND
 FG1916'GO NORTH EAST ON A BLADED ROAD FOR 4.8 MILES TO A BLADED SIDE
 FG1916'ROAD RIGHT AND A SIGN ON THE RIGHT TREE FARM.  TURN RIGHT AND GO
 FG1916'SOUTHERLY ON THE BLADED ROAD FOR 0.2 MILE TO A FORK.  BEAR RIGHT
 FG1916'AND CONTINUE SOUTHERLY FOR ABOUT 40 YARDS TO A DIM TRACK ROAD ON THE
 FG1916'LEFT.  TURN LEFT AND FOLLOW THE DIM TRACK ROAD THROUGH THE BRUSH
 FG1916'FOR 0.1 MILE TO THE WHITE OAK LOOKOUT TOWER AND THE STATION.
 FG1916'
 FG1916'THE STATION MARK IS A STANDARD DISK, STAMPED YOUNGER 1971, CEMENTED
 FG1916'IN A DRILL HOLE IN THE BEDROCK THAT IS 5-INCHES BELOW THE GROUND
 FG1916'SURFACE.  IT IS 39.2 FEET WEST-SOUTHWEST OF THE NORTHWEST LEG OF
 FG1916'THE LOOKOUT TOWER, 39 FEET WEST-NORTHWEST OF THE SOUTHWEST LEG OF
 FG1916'THE LOOKOUT TOWER, 16.1 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 FG1916'TOP OF THE NORTH POST OF THE WEST GATE AND 15.1 FEET
 FG1916'EAST-NORTHEAST OF THE CENTER OF THE TOP OF THE SOUTH POST OF THE
 FG1916'WEST GATE.  NO UNDERGROUND MARK WAS SET.
 FG1916'
 FG1916'REFERENCE MARK 1 IS A STANDARD DISK STAMPED YOUNGER NO 1 1971,
 FG1916'CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH ROCK FENCE THAT
 FG1916'PROJECTS 2 FEET ABOVE THE GROUND.  IT IS 26.3 FEET NORTHWEST OF THE
 FG1916'NORTHEAST LEG OF THE TOWER, 17 FEET NORTH-NORTHWEST OF THE
 FG1916'NORTHWEST LEG OF THE TOWER AND ABOUT 2 FEET HIGHER IN ELEVATION
 FG1916'THAN THE STATION.
 FG1916'
 FG1916'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED YOUNGER NO 2 1971,
 FG1916'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH ROCK FENCE THAT
 FG1916'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 27.8 FEET
 FG1916'SOUTHWEST OF THE SOUTHEAST LEG OF THE TOWER, 17.7 FEET
 FG1916'SOUTH-SOUTHWEST OF THE SOUTHWEST LEG OF THE TOWER AND ABOUT 2 FEET
 FG1916'HIGHER IN ELEVATION THAN THE STATION.
 FG1916'
 FG1916'DUE TO HEAVY TIMBER, THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH
 FG1916'MARK.
 FG1916'
 FG1916'HEIGHT OF LIGHT ABOVE STATION MARK 18.8 METERS.
 FG1916
 FG1916                          STATION RECOVERY (1985)
 FG1916
 FG1916'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1985 (HWH)
 FG1916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0475 ***********************************************************************
 GE0475  DESIGNATION -  Z 1
 GE0475  PID         -  GE0475
 GE0475  STATE/COUNTY-  AR/LAWRENCE
 GE0475  USGS QUAD   -  RAVENDEN (1981)
 GE0475
 GE0475                         *CURRENT SURVEY CONTROL
 GE0475  ___________________________________________________________________
 GE0475* NAD 83(1986)-  36 13 49.     (N)    091 15 04.     (W)     SCALED    
 GE0475* NAVD 88     -        92.112  (meters)     302.20   (feet)  ADJUSTED  
 GE0475  ___________________________________________________________________
 GE0475  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE0475  DYNAMIC HT  -          92.036 (meters)     301.95  (feet)  COMP
 GE0475  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GE0475
 GE0475  VERT ORDER  -  FIRST     CLASS II
 GE0475
 GE0475.The horizontal coordinates were scaled from a topographic map and have
 GE0475.an estimated accuracy of +/- 6 seconds.
 GE0475
 GE0475.The orthometric height was determined by differential leveling
 GE0475.and adjusted by the National Geodetic Survey in June 1991..
 GE0475
 GE0475.The geoid height was determined by GEOID03.
 GE0475
 GE0475.The dynamic height is computed by dividing the NAVD 88
 GE0475.geopotential number by the normal gravity value computed on the
 GE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0475.degrees latitude (g = 980.6199 gals.).
 GE0475
 GE0475.The modeled gravity was interpolated from observed gravity values.
 GE0475
 GE0475;                    North         East    Units  Estimated Accuracy
 GE0475;SPC AR N     -   210,710.      467,330.      MT  (+/- 180 meters Scaled)
 GE0475
 GE0475                          SUPERSEDED SURVEY CONTROL
 GE0475
 GE0475  NGVD 29 (??/??/92)   92.013  (m)          301.88   (f) ADJ UNCH    1 2
 GE0475
 GE0475.Superseded values are not recommended for survey control.
 GE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0475.See file dsdata.txt to determine how the superseded data were derived.
 GE0475
 GE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA571109(NAD 83)
 GE0475_MARKER: DB = BENCH MARK DISK
 GE0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0475_STAMPING: 1928
 GE0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0475+STABILITY: SURFACE MOTION
 GE0475
 GE0475  HISTORY     - Date     Condition        Report By
 GE0475  HISTORY     - 1928     MONUMENTED       CGS
 GE0475  HISTORY     - 1944     GOOD             NGS
 GE0475  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0475
 GE0475                          STATION DESCRIPTION
 GE0475
 GE0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 GE0475'AT RAVENDEN.
 GE0475'AT RAVENDEN, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, 360 FEET
 GE0475'WEST OF THE STATION, 26 FEET SOUTH OF THE CENTERLINE OF THE SIDING
 GE0475'NORTH OF THE STATION, 12 FEET NORTH OF THE CENTERLINE OF THE MAIN
 GE0475'TRACK, AND 12.5 FEET EAST OF A CONCRETE SIGNAL BOX.  SET IN THE
 GE0475'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 GE0475
 GE0475                          STATION RECOVERY (1944)
 GE0475
 GE0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GE0475'RECOVERED IN GOOD CONDITION.
 GE0475
 GE0475                          STATION RECOVERY (1992)
 GE0475
 GE0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GE0475'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0284 ***********************************************************************
 EJ0284  DESIGNATION -  Z 10
 EJ0284  PID         -  EJ0284
 EJ0284  STATE/COUNTY-  AR/PULASKI
 EJ0284  USGS QUAD   -  NORTH LITTLE ROCK (1986)
 EJ0284
 EJ0284                         *CURRENT SURVEY CONTROL
 EJ0284  ___________________________________________________________________
 EJ0284* NAD 83(1986)-  34 45 18.     (N)    092 18 36.     (W)     SCALED    
 EJ0284* NAVD 88     -       134.376  (meters)     440.87   (feet)  ADJUSTED  
 EJ0284  ___________________________________________________________________
 EJ0284  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EJ0284  DYNAMIC HT  -         134.251 (meters)     440.46  (feet)  COMP
 EJ0284  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 EJ0284
 EJ0284  VERT ORDER  -  FIRST     CLASS II
 EJ0284
 EJ0284.The horizontal coordinates were scaled from a topographic map and have
 EJ0284.an estimated accuracy of +/- 6 seconds.
 EJ0284
 EJ0284.The orthometric height was determined by differential leveling
 EJ0284.and adjusted by the National Geodetic Survey in June 1991..
 EJ0284
 EJ0284.The geoid height was determined by GEOID03.
 EJ0284
 EJ0284.The dynamic height is computed by dividing the NAVD 88
 EJ0284.geopotential number by the normal gravity value computed on the
 EJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0284.degrees latitude (g = 980.6199 gals.).
 EJ0284
 EJ0284.The modeled gravity was interpolated from observed gravity values.
 EJ0284
 EJ0284;                    North         East    Units  Estimated Accuracy
 EJ0284;SPC AR S     -   631,670.      371,620.      MT  (+/- 180 meters Scaled)
 EJ0284
 EJ0284                          SUPERSEDED SURVEY CONTROL
 EJ0284
 EJ0284  NGVD 29 (??/??/92)  134.426  (m)          441.03   (f) ADJ UNCH    1 2
 EJ0284
 EJ0284.Superseded values are not recommended for survey control.
 EJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0284.See file dsdata.txt to determine how the superseded data were derived.
 EJ0284
 EJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU631460(NAD 83)
 EJ0284_MARKER: DB = BENCH MARK DISK
 EJ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0284_STAMPING: 441.029 Z 10 1932
 EJ0284_MARK LOGO: CGS   
 EJ0284_PROJECTION: PROJECTING 6 CENTIMETERS
 EJ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0284+STABILITY: SURFACE MOTION
 EJ0284
 EJ0284  HISTORY     - Date     Condition        Report By
 EJ0284  HISTORY     - 1932     MONUMENTED       CGS
 EJ0284  HISTORY     - 1934     GOOD             NGS
 EJ0284  HISTORY     - 1984     GOOD             NGS
 EJ0284  HISTORY     - 1988     GOOD             USPSQD
 EJ0284  HISTORY     - 1989     GOOD             USPSQD
 EJ0284
 EJ0284                          STATION DESCRIPTION
 EJ0284
 EJ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EJ0284'IN LITTLE ROCK.
 EJ0284'AT LITTLE ROCK, PULASKI COUNTY, AT THE INTERSECTION OF PROSPECT, LEE,
 EJ0284'AND FAIRFAX AVENUES, BETWEEN THE SIDEWALK AND THE CURB OF THE
 EJ0284'CENTERLINE OF PROSPECT AVENUE, AND 31 FEET NORTH OF THE CENTERLINE OF
 EJ0284'THE LEE AVENUE.  A STANDARD DISK, STAMPED 441.029 Z 10 1932 AND SET IN
 EJ0284'THE TOP OF A CONCRETE POST.
 EJ0284
 EJ0284                          STATION RECOVERY (1984)
 EJ0284
 EJ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0284'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.  NOTE,
 EJ0284'DELETE PROSPECT STREET, ADD KAVANUGH BOULEVARD, DELETE FAIRFAX AVENUE,
 EJ0284'ADD FAIRFAX DRIVE.
 EJ0284'THE MARK IS 0.1 M ABOVE STREET.
 EJ0284
 EJ0284                          STATION RECOVERY (1988)
 EJ0284
 EJ0284'RECOVERY NOTE BY US POWER SQUADRON 1988 (RRB)
 EJ0284'RECOVERED IN GOOD CONDITION.
 EJ0284
 EJ0284                          STATION RECOVERY (1989)
 EJ0284
 EJ0284'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 EJ0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1134 ***********************************************************************
 FG1134  DESIGNATION -  Z 101
 FG1134  PID         -  FG1134
 FG1134  STATE/COUNTY-  AR/YELL
 FG1134  USGS QUAD   -  HOLLA BEND (1993)
 FG1134
 FG1134                         *CURRENT SURVEY CONTROL
 FG1134  ___________________________________________________________________
 FG1134* NAD 83(1986)-  35 09 05.     (N)    093 05 40.     (W)     SCALED    
 FG1134* NAVD 88     -        98.218  (meters)     322.24   (feet)  ADJUSTED  
 FG1134  ___________________________________________________________________
 FG1134  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FG1134  DYNAMIC HT  -          98.125 (meters)     321.93  (feet)  COMP
 FG1134  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FG1134
 FG1134  VERT ORDER  -  SECOND    CLASS 0
 FG1134
 FG1134.The horizontal coordinates were scaled from a topographic map and have
 FG1134.an estimated accuracy of +/- 6 seconds.
 FG1134
 FG1134.The orthometric height was determined by differential leveling
 FG1134.and adjusted by the National Geodetic Survey in June 1991..
 FG1134
 FG1134.The geoid height was determined by GEOID03.
 FG1134
 FG1134.The dynamic height is computed by dividing the NAVD 88
 FG1134.geopotential number by the normal gravity value computed on the
 FG1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1134.degrees latitude (g = 980.6199 gals.).
 FG1134
 FG1134.The modeled gravity was interpolated from observed gravity values.
 FG1134
 FG1134;                    North         East    Units  Estimated Accuracy
 FG1134;SPC AR N     -    91,310.      300,280.      MT  (+/- 180 meters Scaled)
 FG1134
 FG1134                          SUPERSEDED SURVEY CONTROL
 FG1134
 FG1134  NGVD 29 (??/??/92)   98.21   (m)          322.2    (f) COMPUTED    2 0
 FG1134
 FG1134.Superseded values are not recommended for survey control.
 FG1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1134.See file dsdata.txt to determine how the superseded data were derived.
 FG1134
 FG1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU913898(NAD 83)
 FG1134_MARKER: DB = BENCH MARK DISK
 FG1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1134_STAMPING: Z-101 1935
 FG1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1134+STABILITY: SURFACE MOTION
 FG1134
 FG1134  HISTORY     - Date     Condition        Report By
 FG1134  HISTORY     - 1935     MONUMENTED       CGS
 FG1134
 FG1134                          STATION DESCRIPTION
 FG1134
 FG1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1134'9.3 MI SE FROM DARDANELLE.
 FG1134'9.3 MILES SOUTHEAST, ALONG GRADED RIVER ROAD TO REID FERRY, FROM FT.
 FG1134'S.S. AND R.I. RWY. STATION 9.2 MILES SOUTHWEST OF SOUTH LANDING OF
 FG1134'REID FERRY.  135 FEET WEST OF NORTHWEST CORNER OF RIVERSIDE SCHOOL.
 FG1134'100 FEET SOUTHEAST OF SOUTHEAST CORNER OF WALTER COOPER STORE. 30 FEET
 FG1134'EAST OF CENTERLINE OF GRADED RIVER ROAD. 15 FEET EAST OF SOUTHWEST
 FG1134'CORNER FENCE. TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1135 ***********************************************************************
 FG1135  DESIGNATION -  Z 101 RESET
 FG1135  PID         -  FG1135
 FG1135  STATE/COUNTY-  AR/YELL
 FG1135  USGS QUAD   -  HOLLA BEND (1993)
 FG1135
 FG1135                         *CURRENT SURVEY CONTROL
 FG1135  ___________________________________________________________________
 FG1135* NAD 83(1986)-  35 09 04.     (N)    093 05 40.     (W)     SCALED    
 FG1135* NAVD 88     -        98.02   (meters)     321.6    (feet)  RESET     
 FG1135  ___________________________________________________________________
 FG1135  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FG1135
 FG1135  VERT ORDER  -  THIRD
 FG1135
 FG1135.The horizontal coordinates were scaled from a topographic map and have
 FG1135.an estimated accuracy of +/- 6 seconds.
 FG1135
 FG1135.The orthometric height was computed from unverified reset data.
 FG1135.No vertical observational check was made to the station.
 FG1135
 FG1135.The geoid height was determined by GEOID03.
 FG1135
 FG1135;                    North         East    Units  Estimated Accuracy
 FG1135;SPC AR N     -    91,280.      300,280.      MT  (+/- 180 meters Scaled)
 FG1135
 FG1135                          SUPERSEDED SURVEY CONTROL
 FG1135
 FG1135  NGVD 29 (??/??/??)   98.01   (m)          321.6    (f) RESET       3  
 FG1135
 FG1135.Superseded values are not recommended for survey control.
 FG1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1135.See file dsdata.txt to determine how the superseded data were derived.
 FG1135
 FG1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU913898(NAD 83)
 FG1135_MARKER: DB = BENCH MARK DISK
 FG1135_SETTING: 0 = UNSPECIFIED SETTING
 FG1135_STAMPING: Z 101 1935 RESET 1949
 FG1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1135
 FG1135  HISTORY     - Date     Condition        Report By
 FG1135  HISTORY     - 1949     MONUMENTED       CGS
 FG1135
 FG1135                          STATION DESCRIPTION
 FG1135
 FG1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FG1135'4.2 MI S FROM DARDANELLE.
 FG1135'4.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE FORMER FORT SMITH,
 FG1135'SUBIACO AND ROCK ISLAND RAILROAD STATION AT DARDANELLE, THENCE 5.1
 FG1135'MILES EAST ALONG RIVER ROAD (LEADING TO REID FERRY).  800 FEET SOUTH
 FG1135'OF THE WALTER COOPER STORE, 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FG1135'OF THE CLARENCE KEYS HOUSE, 16 FEET WEST OF A NORTH-AND-SOUTH GRAVEL
 FG1135'ROAD, AND 11 FEET NORTHWEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1072 ***********************************************************************
 EJ1072  DESIGNATION -  Z 102
 EJ1072  PID         -  EJ1072
 EJ1072  STATE/COUNTY-  AR/PERRY
 EJ1072  USGS QUAD   -  NIMROD (1968)
 EJ1072
 EJ1072                         *CURRENT SURVEY CONTROL
 EJ1072  ___________________________________________________________________
 EJ1072* NAD 83(1986)-  34 54 33.     (N)    093 07 24.     (W)     SCALED    
 EJ1072* NAVD 88     -       170.485  (meters)     559.33   (feet)  ADJUSTED  
 EJ1072  ___________________________________________________________________
 EJ1072  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 EJ1072  DYNAMIC HT  -         170.317 (meters)     558.78  (feet)  COMP
 EJ1072  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 EJ1072
 EJ1072  VERT ORDER  -  SECOND    CLASS 0
 EJ1072
 EJ1072.The horizontal coordinates were scaled from a topographic map and have
 EJ1072.an estimated accuracy of +/- 6 seconds.
 EJ1072
 EJ1072.The orthometric height was determined by differential leveling
 EJ1072.and adjusted by the National Geodetic Survey in June 1991..
 EJ1072
 EJ1072.The geoid height was determined by GEOID03.
 EJ1072
 EJ1072.The dynamic height is computed by dividing the NAVD 88
 EJ1072.geopotential number by the normal gravity value computed on the
 EJ1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1072.degrees latitude (g = 980.6199 gals.).
 EJ1072
 EJ1072.The modeled gravity was interpolated from observed gravity values.
 EJ1072
 EJ1072;                    North         East    Units  Estimated Accuracy
 EJ1072;SPC AR N     -    64,470.      297,340.      MT  (+/- 180 meters Scaled)
 EJ1072
 EJ1072                          SUPERSEDED SURVEY CONTROL
 EJ1072
 EJ1072  NGVD 29 (??/??/92)  170.455  (m)          559.23   (f) ADJ UNCH    2 0
 EJ1072
 EJ1072.Superseded values are not recommended for survey control.
 EJ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1072.See file dsdata.txt to determine how the superseded data were derived.
 EJ1072
 EJ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU887629(NAD 83)
 EJ1072_MARKER: DB = BENCH MARK DISK
 EJ1072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1072_SP_SET: HANDRAIL
 EJ1072_STAMPING: Z 102 1935
 EJ1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1072
 EJ1072  HISTORY     - Date     Condition        Report By
 EJ1072  HISTORY     - 1935     MONUMENTED       CGS
 EJ1072  HISTORY     - 1968     GOOD             USE
 EJ1072
 EJ1072                          STATION DESCRIPTION
 EJ1072
 EJ1072'DESCRIBED BY US ENGINEERS 1968
 EJ1072'2.1 MI N FROM HOLLIS.
 EJ1072'2.1 MILES NORTH OF-- IN SECTION 15, TOWNSHIP 3 NORTH, RANGE 20 WEST.
 EJ1072'TO REACH Z-102 FROM THE INTERSECTION OF STATE HIGHWAYS NOS. 314 AND 7
 EJ1072'IN HOLLIS, ARKANSAS, TAKE STATE HIGHWAY NO. 7 NORTH FOR 3.4 MILES TO
 EJ1072'THE CONCRETE BRIDGE OVER BIG COVE CREEK AND THE MARK.  MARK IS SET
 EJ1072'HORIZONTALLY IN THE TOP OF THE NORTHEAST WING WALL OF THE CONCRETE
 EJ1072'BRIDGE OVER BIG COVE CREEK, 0.3 FOOT NORTHEAST OF THE NORTH END OF THE
 EJ1072'HANDRAIL, AND 17.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A USC
 EJ1072'AND GS STANDARD DISK STAMPED Z-102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1090 ***********************************************************************
 EJ1090  DESIGNATION -  Z 103
 EJ1090  PID         -  EJ1090
 EJ1090  STATE/COUNTY-  AR/YELL
 EJ1090  USGS QUAD   -  PLAINVIEW (1968)
 EJ1090
 EJ1090                         *CURRENT SURVEY CONTROL
 EJ1090  ___________________________________________________________________
 EJ1090* NAD 83(1986)-  34 53 13.     (N)    093 18 53.     (W)     SCALED    
 EJ1090* NAVD 88     -       246.400  (meters)     808.40   (feet)  ADJUSTED  
 EJ1090  ___________________________________________________________________
 EJ1090  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 EJ1090  DYNAMIC HT  -         246.156 (meters)     807.60  (feet)  COMP
 EJ1090  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 EJ1090
 EJ1090  VERT ORDER  -  SECOND    CLASS 0
 EJ1090
 EJ1090.The horizontal coordinates were scaled from a topographic map and have
 EJ1090.an estimated accuracy of +/- 6 seconds.
 EJ1090
 EJ1090.The orthometric height was determined by differential leveling
 EJ1090.and adjusted by the National Geodetic Survey in June 1991..
 EJ1090
 EJ1090.The geoid height was determined by GEOID03.
 EJ1090
 EJ1090.The dynamic height is computed by dividing the NAVD 88
 EJ1090.geopotential number by the normal gravity value computed on the
 EJ1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1090.degrees latitude (g = 980.6199 gals.).
 EJ1090
 EJ1090.The modeled gravity was interpolated from observed gravity values.
 EJ1090
 EJ1090;                    North         East    Units  Estimated Accuracy
 EJ1090;SPC AR N     -    62,220.      279,820.      MT  (+/- 180 meters Scaled)
 EJ1090
 EJ1090                          SUPERSEDED SURVEY CONTROL
 EJ1090
 EJ1090  NGVD 29 (??/??/92)  246.356  (m)          808.25   (f) ADJ UNCH    2 0
 EJ1090
 EJ1090.Superseded values are not recommended for survey control.
 EJ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1090.See file dsdata.txt to determine how the superseded data were derived.
 EJ1090
 EJ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU712605(NAD 83)
 EJ1090_MARKER: DB = BENCH MARK DISK
 EJ1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1090_STAMPING: Z 103 1935
 EJ1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1090+STABILITY: SURFACE MOTION
 EJ1090
 EJ1090  HISTORY     - Date     Condition        Report By
 EJ1090  HISTORY     - 1935     MONUMENTED       CGS
 EJ1090  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ1090
 EJ1090                          STATION DESCRIPTION
 EJ1090
 EJ1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1090'1.8 MI N FROM STEVE.
 EJ1090'1.8 MILES NORTH ALONG THE PLAINVIEW ROAD FROM THE J.B. YATES FARMHOUSE
 EJ1090'AT STEVE, YELL COUNTY, 0.4 MILE NORTH OF A FRAME FARMHOUSE, 275 FEET
 EJ1090'NORTH OF A WOODEN BRIDGE OVER A SMALL CREEK, 28.7 FEET WEST OF THE
 EJ1090'CENTER LINE OF THE ROAD, AND 12.5 FEET WEST OF A 30-INCH DOUBLE OAK
 EJ1090'TREE.  A STANDARD DISK, STAMPED Z 103 1935 AND SET IN THE TOP OF A
 EJ1090'CONCRETE POST.  NOTE-- ROAD ABANDONED, BRIDGE AND OAK TREE GONE.
 EJ1090
 EJ1090                          STATION RECOVERY (1968)
 EJ1090
 EJ1090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EJ1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1018 ***********************************************************************
 EJ1018  DESIGNATION -  Z 104
 EJ1018  PID         -  EJ1018
 EJ1018  STATE/COUNTY-  AR/GARLAND
 EJ1018  USGS QUAD   -  HAMILTON (1975)
 EJ1018
 EJ1018                         *CURRENT SURVEY CONTROL
 EJ1018  ___________________________________________________________________
 EJ1018* NAD 83(1986)-  34 39 30.     (N)    093 09 37.     (W)     SCALED    
 EJ1018* NAVD 88     -       188.587  (meters)     618.72   (feet)  ADJUSTED  
 EJ1018  ___________________________________________________________________
 EJ1018  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EJ1018  DYNAMIC HT  -         188.400 (meters)     618.11  (feet)  COMP
 EJ1018  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 EJ1018
 EJ1018  VERT ORDER  -  SECOND    CLASS 0
 EJ1018
 EJ1018.The horizontal coordinates were scaled from a topographic map and have
 EJ1018.an estimated accuracy of +/- 6 seconds.
 EJ1018
 EJ1018.The orthometric height was determined by differential leveling
 EJ1018.and adjusted by the National Geodetic Survey in June 1991..
 EJ1018
 EJ1018.The geoid height was determined by GEOID03.
 EJ1018
 EJ1018.The dynamic height is computed by dividing the NAVD 88
 EJ1018.geopotential number by the normal gravity value computed on the
 EJ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1018.degrees latitude (g = 980.6199 gals.).
 EJ1018
 EJ1018.The modeled gravity was interpolated from observed gravity values.
 EJ1018
 EJ1018;                    North         East    Units  Estimated Accuracy
 EJ1018;SPC AR S     -   621,510.      293,650.      MT  (+/- 180 meters Scaled)
 EJ1018
 EJ1018                          SUPERSEDED SURVEY CONTROL
 EJ1018
 EJ1018  NGVD 29 (??/??/92)  188.568  (m)          618.66   (f) ADJ UNCH    2 0
 EJ1018
 EJ1018.Superseded values are not recommended for survey control.
 EJ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1018.See file dsdata.txt to determine how the superseded data were derived.
 EJ1018
 EJ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU853351(NAD 83)
 EJ1018_MARKER: DB = BENCH MARK DISK
 EJ1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1018_STAMPING: Z 104 1935
 EJ1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1018+STABILITY: SURFACE MOTION
 EJ1018
 EJ1018  HISTORY     - Date     Condition        Report By
 EJ1018  HISTORY     - 1935     MONUMENTED       CGS
 EJ1018  HISTORY     - 1939     GOOD             NGS
 EJ1018  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1018
 EJ1018                          STATION DESCRIPTION
 EJ1018
 EJ1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ1018'6.1 MI W FROM BLUE SPRINGS.
 EJ1018'6.1 MILES WEST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE ABANDONED
 EJ1018'SCHOOL AT BLUE SPRINGS, GARLAND COUNTY, 0.4 MILE SOUTHWEST OF A
 EJ1018'FARMHOUSE, 0.3 MILE EAST OF THE BUD LARRY FARMHOUSE, 175 FEET
 EJ1018'SOUTHWEST OF THE SOUTHWEST END OF A SPLIT-RAIL FENCE, ON THE NORTHWEST
 EJ1018'SLOPE OF A HILL, 14.8 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 EJ1018'10 FEET NORTHEAST OF A ROCK CAIRN 4 FEET HIGH, AND 9.6 FEET NORTH OF
 EJ1018'THE SOUTHEAST CORNER OF A WIRE FENCE AROUND A CULTIVATED FIELD. A
 EJ1018'STANDARD DISK, STAMPED Z 104 1935 AND SET IN THE TOP OF A CONCRETE
 EJ1018'POST.
 EJ1018
 EJ1018                          STATION RECOVERY (1998)
 EJ1018
 EJ1018'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0821 ***********************************************************************
 EJ0821  DESIGNATION -  Z 105
 EJ0821  PID         -  EJ0821
 EJ0821  STATE/COUNTY-  AR/GARLAND
 EJ0821  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ0821
 EJ0821                         *CURRENT SURVEY CONTROL
 EJ0821  ___________________________________________________________________
 EJ0821* NAD 83(1986)-  34 37 13.     (N)    092 52 34.     (W)     SCALED    
 EJ0821* NAVD 88     -       137.851  (meters)     452.27   (feet)  ADJUSTED  
 EJ0821  ___________________________________________________________________
 EJ0821  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EJ0821  DYNAMIC HT  -         137.718 (meters)     451.83  (feet)  COMP
 EJ0821  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 EJ0821
 EJ0821  VERT ORDER  -  SECOND    CLASS 0
 EJ0821
 EJ0821.The horizontal coordinates were scaled from a topographic map and have
 EJ0821.an estimated accuracy of +/- 6 seconds.
 EJ0821
 EJ0821.The orthometric height was determined by differential leveling
 EJ0821.and adjusted by the National Geodetic Survey in June 1991..
 EJ0821
 EJ0821.The geoid height was determined by GEOID03.
 EJ0821
 EJ0821.The dynamic height is computed by dividing the NAVD 88
 EJ0821.geopotential number by the normal gravity value computed on the
 EJ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0821.degrees latitude (g = 980.6199 gals.).
 EJ0821
 EJ0821.The modeled gravity was interpolated from observed gravity values.
 EJ0821
 EJ0821;                    North         East    Units  Estimated Accuracy
 EJ0821;SPC AR S     -   617,030.      319,660.      MT  (+/- 180 meters Scaled)
 EJ0821
 EJ0821                          SUPERSEDED SURVEY CONTROL
 EJ0821
 EJ0821  NGVD 29 (??/??/92)  137.856  (m)          452.28   (f) ADJ UNCH    2 0
 EJ0821
 EJ0821.Superseded values are not recommended for survey control.
 EJ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0821.See file dsdata.txt to determine how the superseded data were derived.
 EJ0821
 EJ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU113309(NAD 83)
 EJ0821_MARKER: DB = BENCH MARK DISK
 EJ0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0821_STAMPING: Z 105 1935
 EJ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0821+STABILITY: SURFACE MOTION
 EJ0821
 EJ0821  HISTORY     - Date     Condition        Report By
 EJ0821  HISTORY     - 1935     MONUMENTED       CGS
 EJ0821  HISTORY     - 1935     GOOD             NGS
 EJ0821  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0821
 EJ0821                          STATION DESCRIPTION
 EJ0821
 EJ0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0821'14.0 MI NE FROM HOT SPRINGS.
 EJ0821'14 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE HOKE SMITH MONUMENT
 EJ0821'AT HOT SPRINGS, GARLAND COUNTY, 100 FEET WEST OF THE GARLAND-SALINE
 EJ0821'COUNTY LINE, AT THE JUNCTION OF THE BLOCHER ROAD, 125 FEET NORTHEAST
 EJ0821'OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 56.7 FEET WEST OF THE
 EJ0821'CENTER LINE OF THE HIGHWAY, AND 28.3 FEET SOUTHWEST OF THE CENTER LINE
 EJ0821'OF THE BLOCHER ROAD.  A STANDARD DISK, STAMPED Z 105 1935 AND SET IN
 EJ0821'THE TOP OF A CONCRETE POST.
 EJ0821
 EJ0821                          STATION RECOVERY (1972)
 EJ0821
 EJ0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EJ0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0766 ***********************************************************************
 FG0766  DESIGNATION -  Z 106
 FG0766  PID         -  FG0766
 FG0766  STATE/COUNTY-  AR/POPE
 FG0766  USGS QUAD   -  SAND GAP (1980)
 FG0766
 FG0766                         *CURRENT SURVEY CONTROL
 FG0766  ___________________________________________________________________
 FG0766* NAD 83(1986)-  35 39 11.     (N)    093 02 13.     (W)     SCALED    
 FG0766* NAVD 88     -       511.389  (meters)    1677.78   (feet)  ADJUSTED  
 FG0766  ___________________________________________________________________
 FG0766  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FG0766  DYNAMIC HT  -         510.884 (meters)    1676.13  (feet)  COMP
 FG0766  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 FG0766
 FG0766  VERT ORDER  -  SECOND    CLASS 0
 FG0766
 FG0766.The horizontal coordinates were scaled from a topographic map and have
 FG0766.an estimated accuracy of +/- 6 seconds.
 FG0766
 FG0766.The orthometric height was determined by differential leveling
 FG0766.and adjusted by the National Geodetic Survey in June 1991..
 FG0766
 FG0766.The geoid height was determined by GEOID03.
 FG0766
 FG0766.The dynamic height is computed by dividing the NAVD 88
 FG0766.geopotential number by the normal gravity value computed on the
 FG0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0766.degrees latitude (g = 980.6199 gals.).
 FG0766
 FG0766.The modeled gravity was interpolated from observed gravity values.
 FG0766
 FG0766;                    North         East    Units  Estimated Accuracy
 FG0766;SPC AR N     -   146,910.      306,110.      MT  (+/- 180 meters Scaled)
 FG0766
 FG0766                          SUPERSEDED SURVEY CONTROL
 FG0766
 FG0766  NGVD 29 (??/??/92)  511.308  (m)         1677.52   (f) ADJ UNCH    2 0
 FG0766
 FG0766.Superseded values are not recommended for survey control.
 FG0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0766.See file dsdata.txt to determine how the superseded data were derived.
 FG0766
 FG0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV966454(NAD 83)
 FG0766_MARKER: DB = BENCH MARK DISK
 FG0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0766_STAMPING: Z 106 1935
 FG0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0766+STABILITY: SURFACE MOTION
 FG0766
 FG0766  HISTORY     - Date     Condition        Report By
 FG0766  HISTORY     - 1935     MONUMENTED       CGS
 FG0766  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0766
 FG0766                          STATION DESCRIPTION
 FG0766
 FG0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0766'1 MI S FROM FREEMAN SPRINGS.
 FG0766'1 MILE SOUTH ALONG STATE HIGHWAY 7 FROM FREEMAN SPRINGS, POPE COUNTY,
 FG0766'1.7 MILES EAST ALONG THE VICTOR ROAD, BETWEEN TWO SMALL HILLS, 28 FEET
 FG0766'NORTHWEST OF THE CENTERLINE OF THE ROAD, 21 FEET SOUTH OF THE CENTER
 FG0766'OF A DRAINAGE DITCH, AND 14 FEET WEST OF A BLAZED 28-INCH WHITE OAK
 FG0766'TREE USED AS A TELEPHONE POLE.  A STANDARD DISK, STAMPED Z 106 1935
 FG0766'AND SET IN THE TOP OF A CONCRETE POST.
 FG0766
 FG0766                          STATION RECOVERY (1976)
 FG0766
 FG0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2192 ***********************************************************************
 EH2192  DESIGNATION -  Z 108
 EH2192  PID         -  EH2192
 EH2192  STATE/COUNTY-  AR/PRAIRIE
 EH2192  USGS QUAD   -  CARLISLE (1994)
 EH2192
 EH2192                         *CURRENT SURVEY CONTROL
 EH2192  ___________________________________________________________________
 EH2192* NAD 83(1986)-  34 45 52.     (N)    091 38 17.     (W)     SCALED    
 EH2192* NAVD 88     -        69.975  (meters)     229.58   (feet)  ADJUSTED  
 EH2192  ___________________________________________________________________
 EH2192  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH2192  DYNAMIC HT  -          69.909 (meters)     229.36  (feet)  COMP
 EH2192  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 EH2192
 EH2192  VERT ORDER  -  FIRST     CLASS II
 EH2192
 EH2192.This mark is at Hazen Municipal Airport (6M0)
 EH2192
 EH2192.The horizontal coordinates were scaled from a topographic map and have
 EH2192.an estimated accuracy of +/- 6 seconds.
 EH2192
 EH2192.The orthometric height was determined by differential leveling
 EH2192.and adjusted by the National Geodetic Survey in June 1991..
 EH2192
 EH2192.The geoid height was determined by GEOID03.
 EH2192
 EH2192.The dynamic height is computed by dividing the NAVD 88
 EH2192.geopotential number by the normal gravity value computed on the
 EH2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2192.degrees latitude (g = 980.6199 gals.).
 EH2192
 EH2192.The modeled gravity was interpolated from observed gravity values.
 EH2192
 EH2192;                    North         East    Units  Estimated Accuracy
 EH2192;SPC AR S     -   632,740.      433,140.      MT  (+/- 180 meters Scaled)
 EH2192
 EH2192                          SUPERSEDED SURVEY CONTROL
 EH2192
 EH2192  NGVD 29 (??/??/??)   69.987  (m)          229.62   (f) ADJUSTED    1 2
 EH2192
 EH2192.Superseded values are not recommended for survey control.
 EH2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2192.See file dsdata.txt to determine how the superseded data were derived.
 EH2192
 EH2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU246477(NAD 83)
 EH2192_MARKER: DB = BENCH MARK DISK
 EH2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2192_STAMPING: Z 108 1954
 EH2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2192+STABILITY: SURFACE MOTION
 EH2192
 EH2192  HISTORY     - Date     Condition        Report By
 EH2192  HISTORY     - 1954     MONUMENTED       CGS
 EH2192  HISTORY     - 20030609 MARK NOT FOUND   USACE
 EH2192
 EH2192                          STATION DESCRIPTION
 EH2192
 EH2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2192'4.65 MI SW FROM HAZEN.
 EH2192'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EH2192'FROM THE STATION AT HAZEN, THENCE 1.15 MILES SOUTH ALONG A GRAVELED
 EH2192'ROAD, 0.1 MILE SOUTHEAST OF THE WEST ENTRANCE TO THE HAZEN AIRPORT, AT
 EH2192'THE WEST END OF THE MAIN EAST AND WEST RUNWAY, 95 FEET SOUTH OF THE
 EH2192'CENTER LINE OF THE EAST AND WEST RUNWAY, 45 FEET EAST OF THE CENTER
 EH2192'LINE OF A NORTH AND SOUTH TAXI STRIP, 3 FEET NORTHWEST OF A WITNESS
 EH2192'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 EH2192'THE GROUND.
 EH2192
 EH2192                          STATION RECOVERY (2003)
 EH2192
 EH2192'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1995 ***********************************************************************
 EH1995  DESIGNATION -  Z 109
 EH1995  PID         -  EH1995
 EH1995  STATE/COUNTY-  AR/PRAIRIE
 EH1995  USGS QUAD   -  HAZEN (1994)
 EH1995
 EH1995                         *CURRENT SURVEY CONTROL
 EH1995  ___________________________________________________________________
 EH1995* NAD 83(1986)-  34 48 37.     (N)    091 33 59.     (W)     SCALED    
 EH1995* NAVD 88     -        67.501  (meters)     221.46   (feet)  ADJUSTED  
 EH1995  ___________________________________________________________________
 EH1995  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH1995  DYNAMIC HT  -          67.437 (meters)     221.25  (feet)  COMP
 EH1995  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 EH1995
 EH1995  VERT ORDER  -  FIRST     CLASS II
 EH1995
 EH1995.The horizontal coordinates were scaled from a topographic map and have
 EH1995.an estimated accuracy of +/- 6 seconds.
 EH1995
 EH1995.The orthometric height was determined by differential leveling
 EH1995.and adjusted by the National Geodetic Survey in June 1991..
 EH1995
 EH1995.The geoid height was determined by GEOID03.
 EH1995
 EH1995.The dynamic height is computed by dividing the NAVD 88
 EH1995.geopotential number by the normal gravity value computed on the
 EH1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1995.degrees latitude (g = 980.6199 gals.).
 EH1995
 EH1995.The modeled gravity was interpolated from observed gravity values.
 EH1995
 EH1995;                    North         East    Units  Estimated Accuracy
 EH1995;SPC AR S     -   637,850.      439,680.      MT  (+/- 180 meters Scaled)
 EH1995
 EH1995                          SUPERSEDED SURVEY CONTROL
 EH1995
 EH1995  NGVD 29 (??/??/??)   67.506  (m)          221.48   (f) ADJUSTED    1 2
 EH1995
 EH1995.Superseded values are not recommended for survey control.
 EH1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1995.See file dsdata.txt to determine how the superseded data were derived.
 EH1995
 EH1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311529(NAD 83)
 EH1995_MARKER: DB = BENCH MARK DISK
 EH1995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1995_SP_SET: CULVERT
 EH1995_STAMPING: Z 109 1954
 EH1995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1995
 EH1995  HISTORY     - Date     Condition        Report By
 EH1995  HISTORY     - 1954     MONUMENTED       CGS
 EH1995  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH1995
 EH1995                          STATION DESCRIPTION
 EH1995
 EH1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1995'2.8 MI N FROM HAZEN.
 EH1995'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EH1995'THE STATION AT HAZEN, THENCE 2.1 MILES NORTH ALONG STATE HIGHWAY 11,
 EH1995'ACROSS THE HIGHWAY FROM A FARMHOUSE, 17 FEET EAST OF THE CENTER LINE
 EH1995'OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 EH1995'OF A CONCRETE CULVERT.
 EH1995
 EH1995                          STATION RECOVERY (2003)
 EH1995
 EH1995'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0348 ***********************************************************************
 DL0348  DESIGNATION -  Z 11
 DL0348  PID         -  DL0348
 DL0348  STATE/COUNTY-  AR/OUACHITA
 DL0348  USGS QUAD   -  BEARDEN (1985)
 DL0348
 DL0348                         *CURRENT SURVEY CONTROL
 DL0348  ___________________________________________________________________
 DL0348* NAD 83(1986)-  33 43 25.     (N)    092 36 58.     (W)     SCALED    
 DL0348* NAVD 88     -        73.044  (meters)     239.65   (feet)  ADJUSTED  
 DL0348  ___________________________________________________________________
 DL0348  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DL0348  DYNAMIC HT  -          72.970 (meters)     239.40  (feet)  COMP
 DL0348  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 DL0348
 DL0348  VERT ORDER  -  SECOND    CLASS 0
 DL0348
 DL0348.The horizontal coordinates were scaled from a topographic map and have
 DL0348.an estimated accuracy of +/- 6 seconds.
 DL0348
 DL0348.The orthometric height was determined by differential leveling
 DL0348.and adjusted by the National Geodetic Survey in June 1991..
 DL0348
 DL0348.The geoid height was determined by GEOID03.
 DL0348
 DL0348.The dynamic height is computed by dividing the NAVD 88
 DL0348.geopotential number by the normal gravity value computed on the
 DL0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0348.degrees latitude (g = 980.6199 gals.).
 DL0348
 DL0348.The modeled gravity was interpolated from observed gravity values.
 DL0348
 DL0348;                    North         East    Units  Estimated Accuracy
 DL0348;SPC AR S     -   517,400.      342,900.      MT  (+/- 180 meters Scaled)
 DL0348
 DL0348                          SUPERSEDED SURVEY CONTROL
 DL0348
 DL0348  NGVD 29 (??/??/92)   73.083  (m)          239.77   (f) ADJ UNCH    2 0
 DL0348
 DL0348.Superseded values are not recommended for survey control.
 DL0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0348.See file dsdata.txt to determine how the superseded data were derived.
 DL0348
 DL0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT355315(NAD 83)
 DL0348_MARKER: DB = BENCH MARK DISK
 DL0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0348_SP_SET: FOUNDATION
 DL0348_STAMPING: 239.901 Z 11 1932
 DL0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0348
 DL0348  HISTORY     - Date     Condition        Report By
 DL0348  HISTORY     - 1932     MONUMENTED       CGS
 DL0348  HISTORY     - 1964     GOOD             NGS
 DL0348
 DL0348                          STATION DESCRIPTION
 DL0348
 DL0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0348'IN BEARDEN.
 DL0348'AT BEARDEN, ABOUT 75 YARDS NORTHEAST OF THE RAILROAD STATION, 34 FEET
 DL0348'NORTHEAST OF THE CENTERLINE OF A ROAD, 32 FEET NORTHWEST OF CENTERLINE
 DL0348'OF MAIN TRACKS, 12.5 FEET EAST OF A LARGE POWERLINE POLE, 11.6 FEET
 DL0348'NORTH OF A CONCRETE FOUNDATION SUPPORTING A SIGNAL BOX AND IS FLUSH
 DL0348'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1979 ***********************************************************************
 EH1979  DESIGNATION -  Z 110
 EH1979  PID         -  EH1979
 EH1979  STATE/COUNTY-  AR/PRAIRIE
 EH1979  USGS QUAD   -  HICKORY PLAINS (1994)
 EH1979
 EH1979                         *CURRENT SURVEY CONTROL
 EH1979  ___________________________________________________________________
 EH1979* NAD 83(1986)-  34 53 48.     (N)    091 40 08.     (W)     SCALED    
 EH1979* NAVD 88     -        65.997  (meters)     216.53   (feet)  ADJUSTED  
 EH1979  ___________________________________________________________________
 EH1979  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH1979  DYNAMIC HT  -          65.936 (meters)     216.32  (feet)  COMP
 EH1979  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 EH1979
 EH1979  VERT ORDER  -  FIRST     CLASS II
 EH1979
 EH1979.The horizontal coordinates were scaled from a topographic map and have
 EH1979.an estimated accuracy of +/- 6 seconds.
 EH1979
 EH1979.The orthometric height was determined by differential leveling
 EH1979.and adjusted by the National Geodetic Survey in June 1991..
 EH1979
 EH1979.The geoid height was determined by GEOID03.
 EH1979
 EH1979.The dynamic height is computed by dividing the NAVD 88
 EH1979.geopotential number by the normal gravity value computed on the
 EH1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1979.degrees latitude (g = 980.6199 gals.).
 EH1979
 EH1979.The modeled gravity was interpolated from observed gravity values.
 EH1979
 EH1979;                    North         East    Units  Estimated Accuracy
 EH1979;SPC AR S     -   647,400.      430,270.      MT  (+/- 180 meters Scaled)
 EH1979
 EH1979                          SUPERSEDED SURVEY CONTROL
 EH1979
 EH1979  NGVD 29 (??/??/??)   66.004  (m)          216.55   (f) ADJUSTED    1 2
 EH1979
 EH1979.Superseded values are not recommended for survey control.
 EH1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1979.See file dsdata.txt to determine how the superseded data were derived.
 EH1979
 EH1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU216623(NAD 83)
 EH1979_MARKER: DB = BENCH MARK DISK
 EH1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1979_STAMPING: Z 110 1954
 EH1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1979+STABILITY: SURFACE MOTION
 EH1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1979+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH1979
 EH1979  HISTORY     - Date     Condition        Report By
 EH1979  HISTORY     - 1954     MONUMENTED       CGS
 EH1979  HISTORY     - 20030611 GOOD             USACE
 EH1979
 EH1979                          STATION DESCRIPTION
 EH1979
 EH1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1979'11.7 MI NE FROM CARLISLE.
 EH1979'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK ISLAND
 EH1979'AND PACIFIC RAILROAD STATION AT CARLISLE, THENCE 3.5 MILES NORTHEAST
 EH1979'ALONG A CRUSHED ROCK ROAD, THENCE 2.4 MILES EAST ALONG A GRADED DIRT
 EH1979'ROAD, 112 FEET EAST OF THE SOUTHEAST CORNER OF AN ABANDONED FARMHOUSE,
 EH1979'43 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 31.7 FEET WEST OF A
 EH1979'20 INCH OAK TREE, 18 FEET NORTHWEST OF A FENCE, 7 FEET SOUTHEAST OF A
 EH1979'POWER POLE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 EH1979'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EH1979
 EH1979                          STATION RECOVERY (2003)
 EH1979
 EH1979'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2387 ***********************************************************************
 EH2387  DESIGNATION -  Z 111
 EH2387  PID         -  EH2387
 EH2387  STATE/COUNTY-  AR/PRAIRIE
 EH2387  USGS QUAD   -  DES ARC WEST (1994)
 EH2387
 EH2387                         *CURRENT SURVEY CONTROL
 EH2387  ___________________________________________________________________
 EH2387* NAD 83(1986)-  34 58 56.     (N)    091 30 37.     (W)     SCALED    
 EH2387* NAVD 88     -        62.483  (meters)     205.00   (feet)  ADJUSTED  
 EH2387  ___________________________________________________________________
 EH2387  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EH2387  DYNAMIC HT  -          62.425 (meters)     204.81  (feet)  COMP
 EH2387  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 EH2387
 EH2387  VERT ORDER  -  FIRST     CLASS II
 EH2387
 EH2387.The horizontal coordinates were scaled from a topographic map and have
 EH2387.an estimated accuracy of +/- 6 seconds.
 EH2387
 EH2387.The orthometric height was determined by differential leveling
 EH2387.and adjusted by the National Geodetic Survey in June 1991..
 EH2387
 EH2387.The geoid height was determined by GEOID03.
 EH2387
 EH2387.The dynamic height is computed by dividing the NAVD 88
 EH2387.geopotential number by the normal gravity value computed on the
 EH2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2387.degrees latitude (g = 980.6199 gals.).
 EH2387
 EH2387.The modeled gravity was interpolated from observed gravity values.
 EH2387
 EH2387;                    North         East    Units  Estimated Accuracy
 EH2387;SPC AR S     -   656,950.      444,720.      MT  (+/- 180 meters Scaled)
 EH2387
 EH2387                          SUPERSEDED SURVEY CONTROL
 EH2387
 EH2387  NGVD 29 (??/??/??)   62.475  (m)          204.97   (f) ADJUSTED    1 2
 EH2387
 EH2387.Superseded values are not recommended for survey control.
 EH2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2387.See file dsdata.txt to determine how the superseded data were derived.
 EH2387
 EH2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU359720(NAD 83)
 EH2387_MARKER: DB = BENCH MARK DISK
 EH2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2387_STAMPING: Z 111 1955
 EH2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2387+STABILITY: SURFACE MOTION
 EH2387
 EH2387  HISTORY     - Date     Condition        Report By
 EH2387  HISTORY     - 1955     MONUMENTED       CGS
 EH2387  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH2387
 EH2387                          STATION DESCRIPTION
 EH2387
 EH2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH2387'1.2 MI NW FROM DES ARC.
 EH2387'1.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH2387'RAILROAD FROM THE STATION AT DES ARC, AT THE CROSSING OF STATE HIGHWAY
 EH2387'11, 0.15 MILE SOUTHEAST OF A LARGE RICE ELEVATOR, 55 FEET WEST OF THE
 EH2387'CENTER LINE OF THE HIGHWAY, 45.5 FEET NORTHEST OF THE NORTHEAST RAIL,
 EH2387'15 FEET NORTHWEST OF A TELEPHONE POLE, 12 FEET NORTHWEST OF A FENCE
 EH2387'CORNER, 2.6 FEET SOUTHWEST OF A FENCE, 2.5 FEET NORTHWEST OF A WITNESS
 EH2387'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 EH2387'THE GROUND.
 EH2387
 EH2387                          STATION RECOVERY (2003)
 EH2387
 EH2387'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1643 ***********************************************************************
 EH1643  DESIGNATION -  Z 112
 EH1643  PID         -  EH1643
 EH1643  STATE/COUNTY-  AR/ARKANSAS
 EH1643  USGS QUAD   -  LODGE CORNER (1968)
 EH1643
 EH1643                         *CURRENT SURVEY CONTROL
 EH1643  ___________________________________________________________________
 EH1643* NAD 83(1986)-  34 21 31.     (N)    091 32 04.     (W)     SCALED    
 EH1643* NAVD 88     -        61.104  (meters)     200.47   (feet)  ADJUSTED  
 EH1643  ___________________________________________________________________
 EH1643  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EH1643  DYNAMIC HT  -          61.045 (meters)     200.28  (feet)  COMP
 EH1643  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 EH1643
 EH1643  VERT ORDER  -  FIRST     CLASS II
 EH1643
 EH1643.The horizontal coordinates were scaled from a topographic map and have
 EH1643.an estimated accuracy of +/- 6 seconds.
 EH1643
 EH1643.The orthometric height was determined by differential leveling
 EH1643.and adjusted by the National Geodetic Survey in August 1993..
 EH1643
 EH1643.The geoid height was determined by GEOID03.
 EH1643
 EH1643.The dynamic height is computed by dividing the NAVD 88
 EH1643.geopotential number by the normal gravity value computed on the
 EH1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1643.degrees latitude (g = 980.6199 gals.).
 EH1643
 EH1643.The modeled gravity was interpolated from observed gravity values.
 EH1643
 EH1643;                    North         East    Units  Estimated Accuracy
 EH1643;SPC AR S     -   587,760.      442,830.      MT  (+/- 180 meters Scaled)
 EH1643
 EH1643                          SUPERSEDED SURVEY CONTROL
 EH1643
 EH1643  NAVD 88 (06/15/91)   61.149  (m)          200.62   (f) UNKNOWN     1 2
 EH1643  NGVD 29 (??/??/??)   61.162  (m)          200.66   (f) ADJUSTED    1 2
 EH1643
 EH1643.Superseded values are not recommended for survey control.
 EH1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1643.See file dsdata.txt to determine how the superseded data were derived.
 EH1643
 EH1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU347028(NAD 83)
 EH1643_MARKER: DB = BENCH MARK DISK
 EH1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1643_STAMPING: Z 112 1954
 EH1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1643+STABILITY: SURFACE MOTION
 EH1643
 EH1643  HISTORY     - Date     Condition        Report By
 EH1643  HISTORY     - 1954     MONUMENTED       CGS
 EH1643  HISTORY     - 1981     GOOD             LOCSUR
 EH1643  HISTORY     - 20030619 POOR             USACE
 EH1643
 EH1643                          STATION DESCRIPTION
 EH1643
 EH1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1643'4.5 MI N FROM LODGES CORNER.
 EH1643'4.5 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT LODGES
 EH1643'CORNER, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTH
 EH1643'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 9 FEET NORTH OF A
 EH1643'TELEPHONE POLE, 1.5 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 EH1643'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 EH1643'THE GROUND.
 EH1643
 EH1643                          STATION RECOVERY (1981)
 EH1643
 EH1643'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH1643'RECOVERED IN GOOD CONDITION.
 EH1643
 EH1643                          STATION RECOVERY (2003)
 EH1643
 EH1643'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1643'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2357 ***********************************************************************
 EH2357  DESIGNATION -  Z 113
 EH2357  PID         -  EH2357
 EH2357  STATE/COUNTY-  AR/PRAIRIE
 EH2357  USGS QUAD   -  STUTTGART NORTH (1969)
 EH2357
 EH2357                         *CURRENT SURVEY CONTROL
 EH2357  ___________________________________________________________________
 EH2357* NAD 83(1986)-  34 35 45.     (N)    091 33 58.     (W)     SCALED    
 EH2357* NAVD 88     -        67.007  (meters)     219.84   (feet)  ADJUSTED  
 EH2357  ___________________________________________________________________
 EH2357  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH2357  DYNAMIC HT  -          66.943 (meters)     219.63  (feet)  COMP
 EH2357  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 EH2357
 EH2357  VERT ORDER  -  FIRST     CLASS II
 EH2357
 EH2357.This mark is at Stuttgart Airport (SGT)
 EH2357
 EH2357.The horizontal coordinates were scaled from a topographic map and have
 EH2357.an estimated accuracy of +/- 6 seconds.
 EH2357
 EH2357.The orthometric height was determined by differential leveling
 EH2357.and adjusted by the National Geodetic Survey in June 1991..
 EH2357
 EH2357.The geoid height was determined by GEOID03.
 EH2357
 EH2357.The dynamic height is computed by dividing the NAVD 88
 EH2357.geopotential number by the normal gravity value computed on the
 EH2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2357.degrees latitude (g = 980.6199 gals.).
 EH2357
 EH2357.The modeled gravity was interpolated from observed gravity values.
 EH2357
 EH2357;                    North         East    Units  Estimated Accuracy
 EH2357;SPC AR S     -   614,060.      439,800.      MT  (+/- 180 meters Scaled)
 EH2357
 EH2357                          SUPERSEDED SURVEY CONTROL
 EH2357
 EH2357  NGVD 29 (??/??/??)   67.032  (m)          219.92   (f) ADJUSTED    1 2
 EH2357
 EH2357.Superseded values are not recommended for survey control.
 EH2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2357.See file dsdata.txt to determine how the superseded data were derived.
 EH2357
 EH2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU314291(NAD 83)
 EH2357_MARKER: DB = BENCH MARK DISK
 EH2357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH2357_SP_SET: CONCRETE BASE
 EH2357_STAMPING: Z 113 1954
 EH2357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2357+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 EH2357
 EH2357  HISTORY     - Date     Condition        Report By
 EH2357  HISTORY     - 1954     MONUMENTED       CGS
 EH2357  HISTORY     - 20030612 GOOD             USACE
 EH2357
 EH2357                          STATION DESCRIPTION
 EH2357
 EH2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH2357'7.3 MI N FROM STUTTGART.
 EH2357'0.5 MILE NORTH ALONG STATE HIGHWAYS 11 AND 30 FROM THE ST. LOUIS AND
 EH2357'SOUTHWESTERN RAILROAD STATION AT STUTTGART, THENCE 0.3 MILE WEST ALONG
 EH2357'STATE HIGHWAYS 11 AND 30 AND U.S. HIGHWAY 79, THENCE 2.0 MILES NORTH
 EH2357'ALONG STATE HIGHWAYS 11 AND 30, THENCE 4.0 MILES NORTH ALONG STATE
 EH2357'HIGHWAY 11, THENCE 0.5 MILE WEST ALONG A ROAD LEADING TO THE STUTTGART
 EH2357'AIRPORT, SET IN THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF
 EH2357'THE BEACON TOWER.
 EH2357
 EH2357                          STATION RECOVERY (2003)
 EH2357
 EH2357'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH2357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1374 ***********************************************************************
 EH1374  DESIGNATION -  Z 115
 EH1374  PID         -  EH1374
 EH1374  STATE/COUNTY-  AR/ARKANSAS
 EH1374  USGS QUAD   -  DE WITT SW (1968)
 EH1374
 EH1374                         *CURRENT SURVEY CONTROL
 EH1374  ___________________________________________________________________
 EH1374* NAD 83(1986)-  34 17 54.     (N)    091 24 08.     (W)     SCALED    
 EH1374* NAVD 88     -        59.900  (meters)     196.52   (feet)  ADJUSTED  
 EH1374  ___________________________________________________________________
 EH1374  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EH1374  DYNAMIC HT  -          59.841 (meters)     196.33  (feet)  COMP
 EH1374  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 EH1374
 EH1374  VERT ORDER  -  FIRST     CLASS II
 EH1374
 EH1374.The horizontal coordinates were scaled from a topographic map and have
 EH1374.an estimated accuracy of +/- 6 seconds.
 EH1374
 EH1374.The orthometric height was determined by differential leveling
 EH1374.and adjusted by the National Geodetic Survey in August 1993..
 EH1374
 EH1374.The geoid height was determined by GEOID03.
 EH1374
 EH1374.The dynamic height is computed by dividing the NAVD 88
 EH1374.geopotential number by the normal gravity value computed on the
 EH1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1374.degrees latitude (g = 980.6199 gals.).
 EH1374
 EH1374.The modeled gravity was interpolated from observed gravity values.
 EH1374
 EH1374;                    North         East    Units  Estimated Accuracy
 EH1374;SPC AR S     -   581,130.      455,030.      MT  (+/- 180 meters Scaled)
 EH1374
 EH1374                          SUPERSEDED SURVEY CONTROL
 EH1374
 EH1374  NAVD 88 (06/15/91)   59.965  (m)          196.74   (f) UNKNOWN     1 2
 EH1374  NGVD 29 (??/??/??)   59.974  (m)          196.76   (f) ADJUSTED    1 2
 EH1374
 EH1374.Superseded values are not recommended for survey control.
 EH1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1374.See file dsdata.txt to determine how the superseded data were derived.
 EH1374
 EH1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT470963(NAD 83)
 EH1374_MARKER: DB = BENCH MARK DISK
 EH1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1374_STAMPING: Z 115 1954
 EH1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1374+STABILITY: SURFACE MOTION
 EH1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1374+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 EH1374
 EH1374  HISTORY     - Date     Condition        Report By
 EH1374  HISTORY     - 1954     MONUMENTED       CGS
 EH1374  HISTORY     - 20030521 GOOD             USACE
 EH1374
 EH1374                          STATION DESCRIPTION
 EH1374
 EH1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 EH1374'4.0 MI W FROM DEWITT.
 EH1374'4.0 MILES WEST ALONG STATE HIGHWAY 152 FROM THE COURTHOUSE AT DEWITT,
 EH1374'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET WEST OF THE
 EH1374'CENTER LINE OF A NORTH AND SOUTH ROAD, 12 FEET WEST OF A POWER POLE, 8
 EH1374'FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF
 EH1374'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 EH1374'FOOT ABOVE THE GROUND.
 EH1374
 EH1374                          STATION RECOVERY (2003)
 EH1374
 EH1374'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1333 ***********************************************************************
 EH1333  DESIGNATION -  Z 116
 EH1333  PID         -  EH1333
 EH1333  STATE/COUNTY-  AR/ARKANSAS
 EH1333  USGS QUAD   -  TICHNOR (1972)
 EH1333
 EH1333                         *CURRENT SURVEY CONTROL
 EH1333  ___________________________________________________________________
 EH1333* NAD 83(1986)-  34 13 25.     (N)    091 21 14.     (W)     SCALED    
 EH1333* NAVD 88     -        57.215  (meters)     187.71   (feet)  ADJUSTED  
 EH1333  ___________________________________________________________________
 EH1333  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH1333  DYNAMIC HT  -          57.159 (meters)     187.53  (feet)  COMP
 EH1333  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 EH1333
 EH1333  VERT ORDER  -  FIRST     CLASS II
 EH1333
 EH1333.The horizontal coordinates were scaled from a topographic map and have
 EH1333.an estimated accuracy of +/- 6 seconds.
 EH1333
 EH1333.The orthometric height was determined by differential leveling
 EH1333.and adjusted by the National Geodetic Survey in August 1993..
 EH1333
 EH1333.The geoid height was determined by GEOID03.
 EH1333
 EH1333.The dynamic height is computed by dividing the NAVD 88
 EH1333.geopotential number by the normal gravity value computed on the
 EH1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1333.degrees latitude (g = 980.6199 gals.).
 EH1333
 EH1333.The modeled gravity was interpolated from observed gravity values.
 EH1333
 EH1333;                    North         East    Units  Estimated Accuracy
 EH1333;SPC AR S     -   572,870.      459,530.      MT  (+/- 180 meters Scaled)
 EH1333
 EH1333                          SUPERSEDED SURVEY CONTROL
 EH1333
 EH1333  NAVD 88 (06/15/91)   57.181  (m)          187.60   (f) UNKNOWN     1 2
 EH1333  NGVD 29 (??/??/??)   57.249  (m)          187.82   (f) ADJUSTED    1 2
 EH1333
 EH1333.Superseded values are not recommended for survey control.
 EH1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1333.See file dsdata.txt to determine how the superseded data were derived.
 EH1333
 EH1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT516881(NAD 83)
 EH1333_MARKER: DB = BENCH MARK DISK
 EH1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1333_STAMPING: Z 116 1955
 EH1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1333+STABILITY: SURFACE MOTION
 EH1333
 EH1333  HISTORY     - Date     Condition        Report By
 EH1333  HISTORY     - 1955     MONUMENTED       CGS
 EH1333  HISTORY     - 1976     GOOD             NGS
 EH1333  HISTORY     - 20030416 MARK NOT FOUND   USACE
 EH1333
 EH1333                          STATION DESCRIPTION
 EH1333
 EH1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1333'5.0 MI S FROM DEWITT.
 EH1333'5.0 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 EH1333'STATION AT DEWITT, AT A ROAD CROSSING, 1 POLE NORTH OF MILEPOST 260 +
 EH1333'15, 38 FEET WEST OF THE WEST RAIL, 35 FEET NORTH OF THE CENTER LINE OF
 EH1333'AN EAST AND WEST ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTH
 EH1333'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EH1333'0.4 FOOT ABOVE THE GROUND.
 EH1333
 EH1333                          STATION RECOVERY (1976)
 EH1333
 EH1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH1333'RECOVERED IN GOOD CONDITION.
 EH1333
 EH1333                          STATION RECOVERY (2003)
 EH1333
 EH1333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0887 ***********************************************************************
 DK0887  DESIGNATION -  Z 117
 DK0887  PID         -  DK0887
 DK0887  STATE/COUNTY-  AR/DESHA
 DK0887  USGS QUAD   -  DUMAS (1969)
 DK0887
 DK0887                         *CURRENT SURVEY CONTROL
 DK0887  ___________________________________________________________________
 DK0887* NAD 83(1986)-  33 57 48.     (N)    091 23 40.     (W)     SCALED    
 DK0887* NAVD 88     -        50.607  (meters)     166.03   (feet)  ADJUSTED  
 DK0887  ___________________________________________________________________
 DK0887  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0887  DYNAMIC HT  -          50.557 (meters)     165.87  (feet)  COMP
 DK0887  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 DK0887
 DK0887  VERT ORDER  -  FIRST     CLASS II
 DK0887
 DK0887.The horizontal coordinates were scaled from a topographic map and have
 DK0887.an estimated accuracy of +/- 6 seconds.
 DK0887
 DK0887.The orthometric height was determined by differential leveling
 DK0887.and adjusted by the National Geodetic Survey in June 1991..
 DK0887
 DK0887.The geoid height was determined by GEOID03.
 DK0887
 DK0887.The dynamic height is computed by dividing the NAVD 88
 DK0887.geopotential number by the normal gravity value computed on the
 DK0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0887.degrees latitude (g = 980.6199 gals.).
 DK0887
 DK0887.The modeled gravity was interpolated from observed gravity values.
 DK0887
 DK0887;                    North         East    Units  Estimated Accuracy
 DK0887;SPC AR S     -   543,980.      455,960.      MT  (+/- 180 meters Scaled)
 DK0887
 DK0887                          SUPERSEDED SURVEY CONTROL
 DK0887
 DK0887  NGVD 29 (??/??/??)   50.747  (m)          166.49   (f) ADJUSTED    1 2
 DK0887
 DK0887.Superseded values are not recommended for survey control.
 DK0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0887.See file dsdata.txt to determine how the superseded data were derived.
 DK0887
 DK0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT483592(NAD 83)
 DK0887_MARKER: DB = BENCH MARK DISK
 DK0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0887_STAMPING: Z 117 1955
 DK0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0887+STABILITY: SURFACE MOTION
 DK0887
 DK0887  HISTORY     - Date     Condition        Report By
 DK0887  HISTORY     - 1955     MONUMENTED       CGS
 DK0887  HISTORY     - 1976     MARK NOT FOUND   NGS
 DK0887
 DK0887                          STATION DESCRIPTION
 DK0887
 DK0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DK0887'9.7 MI NE FROM DUMAS.
 DK0887'7.4 MILES NORTHEAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL AT
 DK0887'DUMAS, THENCE 2.3 MILES NORTH ALONG STATE HIGHWAY 1, 46 FEET SOUTHWEST
 DK0887'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTHWEST OF THE NORTH
 DK0887'CORNER OF A HOUSE, 18 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET
 DK0887'SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 DK0887'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 DK0887
 DK0887                          STATION RECOVERY (1976)
 DK0887
 DK0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1318 ***********************************************************************
 DK1318  DESIGNATION -  Z 12
 DK1318  PID         -  DK1318
 DK1318  STATE/COUNTY-  AR/ASHLEY
 DK1318  USGS QUAD   -  MONTROSE (1981)
 DK1318
 DK1318                         *CURRENT SURVEY CONTROL
 DK1318  ___________________________________________________________________
 DK1318* NAD 83(1986)-  33 17 54.     (N)    091 29 44.     (W)     SCALED    
 DK1318* NAVD 88     -        38.401  (meters)     125.99   (feet)  ADJUSTED  
 DK1318  ___________________________________________________________________
 DK1318  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DK1318  DYNAMIC HT  -          38.361 (meters)     125.86  (feet)  COMP
 DK1318  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DK1318
 DK1318  VERT ORDER  -  SECOND    CLASS 0
 DK1318
 DK1318.The horizontal coordinates were scaled from a topographic map and have
 DK1318.an estimated accuracy of +/- 6 seconds.
 DK1318
 DK1318.The orthometric height was determined by differential leveling
 DK1318.and adjusted by the National Geodetic Survey in June 1991..
 DK1318
 DK1318.The geoid height was determined by GEOID03.
 DK1318
 DK1318.The dynamic height is computed by dividing the NAVD 88
 DK1318.geopotential number by the normal gravity value computed on the
 DK1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1318.degrees latitude (g = 980.6199 gals.).
 DK1318
 DK1318.The modeled gravity was interpolated from observed gravity values.
 DK1318
 DK1318;                    North         East    Units  Estimated Accuracy
 DK1318;SPC AR S     -   470,180.      446,980.      MT  (+/- 180 meters Scaled)
 DK1318
 DK1318                          SUPERSEDED SURVEY CONTROL
 DK1318
 DK1318  NGVD 29 (??/??/??)   38.501  (m)          126.32   (f) ADJUSTED    2 0
 DK1318
 DK1318.Superseded values are not recommended for survey control.
 DK1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1318.See file dsdata.txt to determine how the superseded data were derived.
 DK1318
 DK1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS400853(NAD 83)
 DK1318_MARKER: DB = BENCH MARK DISK
 DK1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1318_STAMPING: 126.292 Z 12 1932
 DK1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1318+STABILITY: SURFACE MOTION
 DK1318
 DK1318  HISTORY     - Date     Condition        Report By
 DK1318  HISTORY     - 1932     MONUMENTED       CGS
 DK1318  HISTORY     - 1939     GOOD             CGS
 DK1318
 DK1318                          STATION DESCRIPTION
 DK1318
 DK1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1318'IN MONTROSE.
 DK1318'AT MONTROSE, ASHLEY COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 200
 DK1318'YARDS WEST OF THE BRANCH LINE RAILROAD CROSSING, 94 FEET SOUTH OF POLE
 DK1318'443/25, 53 FEET EAST OF THE EAST END OF A CROSSOVER TRACK, AND 38 FEET
 DK1318'SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 DK1318'126.292 Z 12 1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0281 ***********************************************************************
 DL0281  DESIGNATION -  Z 121
 DL0281  PID         -  DL0281
 DL0281  STATE/COUNTY-  AR/UNION
 DL0281  USGS QUAD   -  EL DORADO WEST (1981)
 DL0281
 DL0281                         *CURRENT SURVEY CONTROL
 DL0281  ___________________________________________________________________
 DL0281* NAD 83(1986)-  33 12 34.     (N)    092 40 00.     (W)     SCALED    
 DL0281* NAVD 88     -        86.521  (meters)     283.86   (feet)  ADJUSTED  
 DL0281  ___________________________________________________________________
 DL0281  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0281  DYNAMIC HT  -          86.428 (meters)     283.56  (feet)  COMP
 DL0281  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 DL0281
 DL0281  VERT ORDER  -  SECOND    CLASS 0
 DL0281
 DL0281.The horizontal coordinates were scaled from a topographic map and have
 DL0281.an estimated accuracy of +/- 6 seconds.
 DL0281
 DL0281.The orthometric height was determined by differential leveling
 DL0281.and adjusted by the National Geodetic Survey in June 1991..
 DL0281
 DL0281.The geoid height was determined by GEOID03.
 DL0281
 DL0281.The dynamic height is computed by dividing the NAVD 88
 DL0281.geopotential number by the normal gravity value computed on the
 DL0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0281.degrees latitude (g = 980.6199 gals.).
 DL0281
 DL0281.The modeled gravity was interpolated from observed gravity values.
 DL0281
 DL0281;                    North         East    Units  Estimated Accuracy
 DL0281;SPC AR S     -   460,410.      337,850.      MT  (+/- 180 meters Scaled)
 DL0281
 DL0281                          SUPERSEDED SURVEY CONTROL
 DL0281
 DL0281  NGVD 29 (??/??/92)   86.577  (m)          284.04   (f) ADJ UNCH    2 0
 DL0281
 DL0281.Superseded values are not recommended for survey control.
 DL0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0281.See file dsdata.txt to determine how the superseded data were derived.
 DL0281
 DL0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS310745(NAD 83)
 DL0281_MARKER: DB = BENCH MARK DISK
 DL0281_SETTING: 66 = SET IN ROCK OUTCROP
 DL0281_SP_SET: LIMESTONE LEDGE
 DL0281_STAMPING: Z 121 1934
 DL0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL0281+STABILITY: POSITION/ELEVATION WELL
 DL0281
 DL0281  HISTORY     - Date     Condition        Report By
 DL0281  HISTORY     - 1934     MONUMENTED       CGS
 DL0281  HISTORY     - 1964     GOOD             NGS
 DL0281  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0281
 DL0281                          STATION DESCRIPTION
 DL0281
 DL0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DL0281'IN EL DORADO.
 DL0281'AT EL DORADO, UNION COUNTY, AT THE WEST ENTRANCE TO THE COUNTY
 DL0281'COURTHOUSE, AT THE SOUTH END OF THE STEPS, AND IN THE TOP OF A
 DL0281'LIMESTONE LEDGE.  A STANDARD DISK, STAMPED Z 121 1934.
 DL0281
 DL0281                          STATION RECOVERY (2004)
 DL0281
 DL0281'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0281'SUSPECT OLD COURTHOUSE IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0725 ***********************************************************************
 FG0725  DESIGNATION -  Z 125
 FG0725  PID         -  FG0725
 FG0725  STATE/COUNTY-  AR/NEWTON
 FG0725  USGS QUAD   -  MOORE (1980)
 FG0725
 FG0725                         *CURRENT SURVEY CONTROL
 FG0725  ___________________________________________________________________
 FG0725* NAD 83(1986)-  35 46 25.     (N)    092 59 19.     (W)     SCALED    
 FG0725* NAVD 88     -       405.031  (meters)    1328.84   (feet)  ADJUSTED  
 FG0725  ___________________________________________________________________
 FG0725  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0725  DYNAMIC HT  -         404.650 (meters)    1327.59  (feet)  COMP
 FG0725  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 FG0725
 FG0725  VERT ORDER  -  SECOND    CLASS 0
 FG0725
 FG0725.The horizontal coordinates were scaled from a topographic map and have
 FG0725.an estimated accuracy of +/- 6 seconds.
 FG0725
 FG0725.The orthometric height was determined by differential leveling
 FG0725.and adjusted by the National Geodetic Survey in June 1991..
 FG0725
 FG0725.The geoid height was determined by GEOID03.
 FG0725
 FG0725.The dynamic height is computed by dividing the NAVD 88
 FG0725.geopotential number by the normal gravity value computed on the
 FG0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0725.degrees latitude (g = 980.6199 gals.).
 FG0725
 FG0725.The modeled gravity was interpolated from observed gravity values.
 FG0725
 FG0725;                    North         East    Units  Estimated Accuracy
 FG0725;SPC AR N     -   160,240.      310,620.      MT  (+/- 180 meters Scaled)
 FG0725
 FG0725                          SUPERSEDED SURVEY CONTROL
 FG0725
 FG0725  NGVD 29 (??/??/92)  404.948  (m)         1328.57   (f) ADJ UNCH    2 0
 FG0725
 FG0725.Superseded values are not recommended for survey control.
 FG0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0725.See file dsdata.txt to determine how the superseded data were derived.
 FG0725
 FG0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV010588(NAD 83)
 FG0725_MARKER: DB = BENCH MARK DISK
 FG0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0725_STAMPING: Z 125 1935
 FG0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0725+STABILITY: SURFACE MOTION
 FG0725
 FG0725  HISTORY     - Date     Condition        Report By
 FG0725  HISTORY     - 1935     MONUMENTED       CGS
 FG0725  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0725
 FG0725                          STATION DESCRIPTION
 FG0725
 FG0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0725'2 MI N FROM MOORE.
 FG0725'2 MILES NORTH ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF THE
 FG0725'LURTON ROAD AT MOORE, NEWTON COUNTY, 225 FEET NORTHWEST OF A CONCRETE
 FG0725'BRIDGE OVER RICHLAND CREEK, 34 FEET SOUTHWEST OF THE CENTER OF THE
 FG0725'JUNCTION OF THE ROAD LEADING TO MOORE CAMP OF THE CIVILIAN
 FG0725'CONSERVATION CORPS, 88 FEET SOUTH OF THE CENTER OF A CULVERT, 75 FEET
 FG0725'NORTHWEST OF A POST, AND 10 FEET SOUTHWEST OF A POLE.  A STANDARD
 FG0725'DISK, STAMPED Z 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0725
 FG0725                          STATION RECOVERY (1976)
 FG0725
 FG0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FG0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1053 ***********************************************************************
 FG1053  DESIGNATION -  Z 127
 FG1053  PID         -  FG1053
 FG1053  STATE/COUNTY-  AR/JOHNSON
 FG1053  USGS QUAD   -  TREAT (1980)
 FG1053
 FG1053                         *CURRENT SURVEY CONTROL
 FG1053  ___________________________________________________________________
 FG1053* NAD 83(1986)-  35 30 05.     (N)    093 14 41.     (W)     SCALED    
 FG1053* NAVD 88     -       243.714  (meters)     799.59   (feet)  ADJUSTED  
 FG1053  ___________________________________________________________________
 FG1053  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FG1053  DYNAMIC HT  -         243.482 (meters)     798.82  (feet)  COMP
 FG1053  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 FG1053
 FG1053  VERT ORDER  -  SECOND    CLASS 0
 FG1053
 FG1053.The horizontal coordinates were scaled from a topographic map and have
 FG1053.an estimated accuracy of +/- 6 seconds.
 FG1053
 FG1053.The orthometric height was determined by differential leveling
 FG1053.and adjusted by the National Geodetic Survey in June 1991..
 FG1053
 FG1053.The geoid height was determined by GEOID03.
 FG1053
 FG1053.The dynamic height is computed by dividing the NAVD 88
 FG1053.geopotential number by the normal gravity value computed on the
 FG1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1053.degrees latitude (g = 980.6199 gals.).
 FG1053
 FG1053.The modeled gravity was interpolated from observed gravity values.
 FG1053
 FG1053;                    North         East    Units  Estimated Accuracy
 FG1053;SPC AR N     -   130,300.      287,080.      MT  (+/- 180 meters Scaled)
 FG1053
 FG1053                          SUPERSEDED SURVEY CONTROL
 FG1053
 FG1053  NGVD 29 (??/??/92)  243.674  (m)          799.45   (f) ADJ UNCH    2 0
 FG1053
 FG1053.Superseded values are not recommended for survey control.
 FG1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1053.See file dsdata.txt to determine how the superseded data were derived.
 FG1053
 FG1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV778286(NAD 83)
 FG1053_MARKER: DB = BENCH MARK DISK
 FG1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1053_STAMPING: Z-127 1935
 FG1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1053+STABILITY: SURFACE MOTION
 FG1053
 FG1053  HISTORY     - Date     Condition        Report By
 FG1053  HISTORY     - 1935     MONUMENTED       CGS
 FG1053
 FG1053                          STATION DESCRIPTION
 FG1053
 FG1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1053'1.8 MI SE FROM HAGARVILLE.
 FG1053'1.8 MILES SOUTHEAST OF VIC. OF 4.9 MI. E. OF HAGARVILLE, ALONG
 FG1053'LUTHERVILLE-HAGARVILLE RD. FROM THE C. E. MORRIS RESIDENCE. AT
 FG1053'JUNCTION OF ROADS, AT FOOT OF SHORT STEEP HILL.  62 FEET NORTH OF
 FG1053'NORTHWEST RAIL FENCE CORNER.  52 FEET NORTHWEST OF SMALL ROAD BRIDGE.
 FG1053'30 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.  2.5 FEET ABOVE LEVEL
 FG1053'OF ROAD.  IN LINE WITH ROAD LEADING SOUTH TOWARD LUTHERVILLE.  TABLET
 FG1053'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0749 ***********************************************************************
 FG0749  DESIGNATION -  Z 128
 FG0749  PID         -  FG0749
 FG0749  STATE/COUNTY-  AR/NEWTON
 FG0749  USGS QUAD   -  MT JUDEA (1980)
 FG0749
 FG0749                         *CURRENT SURVEY CONTROL
 FG0749  ___________________________________________________________________
 FG0749* NAD 83(1986)-  35 55 06.     (N)    093 03 15.     (W)     SCALED    
 FG0749* NAVD 88     -       306.666  (meters)    1006.12   (feet)  ADJUSTED  
 FG0749  ___________________________________________________________________
 FG0749  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FG0749  DYNAMIC HT  -         306.384 (meters)    1005.19  (feet)  COMP
 FG0749  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FG0749
 FG0749  VERT ORDER  -  SECOND    CLASS 0
 FG0749
 FG0749.The horizontal coordinates were scaled from a topographic map and have
 FG0749.an estimated accuracy of +/- 6 seconds.
 FG0749
 FG0749.The orthometric height was determined by differential leveling
 FG0749.and adjusted by the National Geodetic Survey in June 1991..
 FG0749
 FG0749.The geoid height was determined by GEOID03.
 FG0749
 FG0749.The dynamic height is computed by dividing the NAVD 88
 FG0749.geopotential number by the normal gravity value computed on the
 FG0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0749.degrees latitude (g = 980.6199 gals.).
 FG0749
 FG0749.The modeled gravity was interpolated from observed gravity values.
 FG0749
 FG0749;                    North         East    Units  Estimated Accuracy
 FG0749;SPC AR N     -   176,350.      304,860.      MT  (+/- 180 meters Scaled)
 FG0749
 FG0749                          SUPERSEDED SURVEY CONTROL
 FG0749
 FG0749  NGVD 29 (??/??/92)  306.569  (m)         1005.80   (f) ADJ UNCH    2 0
 FG0749
 FG0749.Superseded values are not recommended for survey control.
 FG0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0749.See file dsdata.txt to determine how the superseded data were derived.
 FG0749
 FG0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV951748(NAD 83)
 FG0749_MARKER: DB = BENCH MARK DISK
 FG0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0749_STAMPING: Z 128 1935
 FG0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0749+STABILITY: SURFACE MOTION
 FG0749
 FG0749  HISTORY     - Date     Condition        Report By
 FG0749  HISTORY     - 1935     MONUMENTED       CGS
 FG0749  HISTORY     - 1935     GOOD             NGS
 FG0749  HISTORY     - 1976     MARK NOT FOUND   NGS
 FG0749
 FG0749                          STATION DESCRIPTION
 FG0749
 FG0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0749'IN MT JUDEA.
 FG0749'AT MT. JUDEA, NEWTON COUNTY, AT THE JUNCTION OF STATE HIGHWAY 103 AND
 FG0749'THE CAVE CREEK ROAD, 300 FEET NORTHWEST OF A HOUSE, 67 FEET SOUTH OF
 FG0749'THE JUNCTION, 32 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, ON
 FG0749'THE NORTHWEST SLOPE OF A HILL, 29 FEET NORTHWEST OF THE CENTER OF A
 FG0749'GATE, AND 1 1/2 FEET NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED Z
 FG0749'128 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FG0749
 FG0749                          STATION RECOVERY (1976)
 FG0749
 FG0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FG0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0781 ***********************************************************************
 FG0781  DESIGNATION -  Z 130
 FG0781  PID         -  FG0781
 FG0781  STATE/COUNTY-  AR/NEWTON
 FG0781  USGS QUAD   -  MT JUDEA (1980)
 FG0781
 FG0781                         *CURRENT SURVEY CONTROL
 FG0781  ___________________________________________________________________
 FG0781* NAD 83(1986)-  35 55 32.     (N)    093 03 00.     (W)     SCALED    
 FG0781* NAVD 88     -       361.169  (meters)    1184.94   (feet)  ADJUSTED  
 FG0781  ___________________________________________________________________
 FG0781  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FG0781  DYNAMIC HT  -         360.840 (meters)    1183.86  (feet)  COMP
 FG0781  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FG0781
 FG0781  VERT ORDER  -  SECOND    CLASS 0
 FG0781
 FG0781.The horizontal coordinates were scaled from a topographic map and have
 FG0781.an estimated accuracy of +/- 6 seconds.
 FG0781
 FG0781.The orthometric height was determined by differential leveling
 FG0781.and adjusted by the National Geodetic Survey in June 1991..
 FG0781
 FG0781.The geoid height was determined by GEOID03.
 FG0781
 FG0781.The dynamic height is computed by dividing the NAVD 88
 FG0781.geopotential number by the normal gravity value computed on the
 FG0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0781.degrees latitude (g = 980.6199 gals.).
 FG0781
 FG0781.The modeled gravity was interpolated from observed gravity values.
 FG0781
 FG0781;                    North         East    Units  Estimated Accuracy
 FG0781;SPC AR N     -   177,150.      305,250.      MT  (+/- 180 meters Scaled)
 FG0781
 FG0781                          SUPERSEDED SURVEY CONTROL
 FG0781
 FG0781  NGVD 29 (??/??/92)  361.074  (m)         1184.62   (f) ADJ UNCH    2 0
 FG0781
 FG0781.Superseded values are not recommended for survey control.
 FG0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0781.See file dsdata.txt to determine how the superseded data were derived.
 FG0781
 FG0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV954756(NAD 83)
 FG0781_MARKER: DB = BENCH MARK DISK
 FG0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0781_STAMPING: Z 130 1935
 FG0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0781+STABILITY: SURFACE MOTION
 FG0781
 FG0781  HISTORY     - Date     Condition        Report By
 FG0781  HISTORY     - 1935     MONUMENTED       CGS
 FG0781
 FG0781                          STATION DESCRIPTION
 FG0781
 FG0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0781'1 MI E FROM MT JUDEA.
 FG0781'1 MILE EAST ALONG THE CAVE CREEK ROAD FROM THE JUNCTION OF STATE
 FG0781'HIGHWAY 103 AT MT.  JUDEA, NEWTON COUNTY, 123 FEET NORTH OF A STONE
 FG0781'CHIMNEY AT THE NORTH END OF THE JACK KELLY FARMHOUSE, 97 FEET
 FG0781'SOUTHWEST OF THE SOUTHEAST END OF A SMALL CULVERT, 51 FEET SOUTHEAST
 FG0781'OF THE CENTERLINE OF THE ROAD, 6 FEET EAST OF A NORTHWEST FENCE
 FG0781'CORNER, AND 1 1/2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED Z
 FG0781'130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0222 ***********************************************************************
 EK0222  DESIGNATION -  Z 131
 EK0222  PID         -  EK0222
 EK0222  STATE/COUNTY-  AR/HOWARD
 EK0222  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0222
 EK0222                         *CURRENT SURVEY CONTROL
 EK0222  ___________________________________________________________________
 EK0222* NAD 83(1997)-  34 17 33.54241(N)    094 14 38.48273(W)     ADJUSTED  
 EK0222* NAVD 88     -       302.750  (meters)     993.27   (feet)  ADJUSTED  
 EK0222  ___________________________________________________________________
 EK0222  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 EK0222  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EK0222  DYNAMIC HT  -         302.438 (meters)     992.25  (feet)  COMP
 EK0222  MODELED GRAV-     979,597.1   (mgal)                       NAVD 88
 EK0222
 EK0222  HORZ ORDER  -  SECOND
 EK0222  VERT ORDER  -  SECOND    CLASS 0
 EK0222
 EK0222.The horizontal coordinates were established by classical geodetic methods
 EK0222.and adjusted by the National Geodetic Survey in September 1999..
 EK0222
 EK0222.The orthometric height was determined by differential leveling
 EK0222.and adjusted by the National Geodetic Survey in June 1991..
 EK0222
 EK0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 EK0222
 EK0222.The geoid height was determined by GEOID03.
 EK0222
 EK0222.The dynamic height is computed by dividing the NAVD 88
 EK0222.geopotential number by the normal gravity value computed on the
 EK0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0222.degrees latitude (g = 980.6199 gals.).
 EK0222
 EK0222.The modeled gravity was interpolated from observed gravity values.
 EK0222
 EK0222;                    North         East     Units Scale Factor Converg.
 EK0222;SPC AR S     -   582,606.672   193,431.364   MT  0.99992859   -1 15 21.5
 EK0222;SPC AR S     - 1,911,435.39    634,616.07   sFT  0.99992859   -1 15 21.5
 EK0222;UTM  15      - 3,795,305.634   385,509.331   MT  0.99976158   -0 42 03.5
 EK0222
 EK0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0222!SPC AR S     -   0.99995697  x   0.99992859  =   0.99988557
 EK0222!UTM  15      -   0.99995697  x   0.99976158  =   0.99971856
 EK0222
 EK0222                          SUPERSEDED SURVEY CONTROL
 EK0222
 EK0222  NAD 83(1997)-  34 17 33.54635(N)    094 14 38.48256(W) AD(       ) 2
 EK0222  NAD 83(1997)-  34 17 33.54634(N)    094 14 38.48256(W) AD(       ) 2
 EK0222  NAD 83(1986)-  34 17 33.55036(N)    094 14 38.47868(W) AD(       ) 2
 EK0222  NAD 27      -  34 17 33.14900(N)    094 14 37.73800(W) AD(       ) 2
 EK0222  NGVD 29 (??/??/92)  302.702  (m)          993.11   (f) ADJ UNCH    2 0
 EK0222
 EK0222.Superseded values are not recommended for survey control.
 EK0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0222.See file dsdata.txt to determine how the superseded data were derived.
 EK0222
 EK0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8550995306(NAD 83)
 EK0222_MARKER: DB = BENCH MARK DISK
 EK0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0222_STAMPING: Z 131 1935
 EK0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0222+STABILITY: SURFACE MOTION
 EK0222
 EK0222  HISTORY     - Date     Condition        Report By
 EK0222  HISTORY     - 1935     MONUMENTED       CGS
 EK0222  HISTORY     - 1952     GOOD             CGS
 EK0222  HISTORY     - 1961     GOOD             NGS
 EK0222
 EK0222                          STATION DESCRIPTION
 EK0222
 EK0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0222'5.7 MI E FROM WICKES.
 EK0222'5.7 MILES EAST OF, ALONG BAKER SPRINGS ROAD, FROM K.C.S. RY.
 EK0222'STATION.  ABOUT .5 MILE EAST OF THE HOWARD-POLK COUNTY LINE,
 EK0222'AT THE S.E. DUCKETTS FARMYARD, 27.6 FEET WEST OF CENTER OF
 EK0222'GATE TO FARMHOUSE, 20.2 FEET NORTH OF THE ROAD CENTERLINE, 6.5
 EK0222'FEET EAST OF THE SOUTHWEST CORNER OF THE FARMYARD FENCE, 1 FT.
 EK0222'SOUTH OF THE PROPERTY-LINE FENCE.  TABLET SET IN TOP OF PRECAST
 EK0222'CONCRETE POST.
 EK0222
 EK0222                          STATION RECOVERY (1952)
 EK0222
 EK0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0222'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE TOWN OF
 EK0222'WICKES, AND IN MR. DUCKETTS YARD.  IT IS 26 FEET NORTH
 EK0222'OF THE CENTERLINE OF THE ROAD AND 32.6 FEET SOUTH OF THE
 EK0222'SOUTHWEST CORNER OF THE HOUSE.  THE MARK IS A STANDARD USC
 EK0222'AND GS BENCH MARK SET IN A 6 X 6 INCH SQUARE CONCRETE POST
 EK0222'WHICH PROJECTS 4 INCHES AND THE DISK IS STAMPED Z 131 1935.
 EK0222'
 EK0222'A TRAVERSE CONNECTION WAS MADE FROM STATION DUCKETT TO Z
 EK0222'131.  IT IS 321.18 FEET OR 97.897 METERS EAST.
 EK0222'
 EK0222'TO REACH FROM THE RAILROAD STATION IN WICKES, GO NORTH ON
 EK0222'US HIGHWAY 71 FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 EK0222'(EASTERLY) ON GRAVELED ROAD FOR 3.4 MILES TO PLEASANT HILL
 EK0222'SCHOOL ON THE RIGHT.  CONTINUE EASTERLY 2.1 MILES TO MR.
 EK0222'DUCKETTS HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 EK0222
 EK0222                          STATION RECOVERY (1961)
 EK0222
 EK0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0650 ***********************************************************************
 EK0650  DESIGNATION -  Z 131 RESET
 EK0650  PID         -  EK0650
 EK0650  STATE/COUNTY-  AR/HOWARD
 EK0650  USGS QUAD   -  BAKER SPRINGS (1986)
 EK0650
 EK0650                         *CURRENT SURVEY CONTROL
 EK0650  ___________________________________________________________________
 EK0650* NAD 83(1986)-  34 17 32.     (N)    094 14 40.     (W)     SCALED    
 EK0650* NAVD 88     -       303.22   (meters)     994.8    (feet)  RESET     
 EK0650  ___________________________________________________________________
 EK0650  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EK0650
 EK0650  VERT ORDER  -  THIRD
 EK0650
 EK0650.The horizontal coordinates were scaled from a topographic map and have
 EK0650.an estimated accuracy of +/- 6 seconds.
 EK0650
 EK0650.The orthometric height was computed from unverified reset data.
 EK0650
 EK0650.The geoid height was determined by GEOID03.
 EK0650
 EK0650;                    North         East    Units  Estimated Accuracy
 EK0650;SPC AR S     -   582,560.      193,390.      MT  (+/- 180 meters Scaled)
 EK0650
 EK0650                          SUPERSEDED SURVEY CONTROL
 EK0650
 EK0650  NGVD 29 (08/21/02)  303.18   (m)          994.7    (f) RESET       3  
 EK0650
 EK0650.Superseded values are not recommended for survey control.
 EK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0650.See file dsdata.txt to determine how the superseded data were derived.
 EK0650
 EK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT854952(NAD 83)
 EK0650_MARKER: DB = BENCH MARK DISK
 EK0650_SETTING: 0 = UNSPECIFIED SETTING
 EK0650_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 EK0650_STAMPING: B M Z 131 RESET 1979
 EK0650_PROJECTION: PROJECTING 5 CENTIMETERS
 EK0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0650_ROD/PIPE-DEPTH: 1.22 meters
 EK0650
 EK0650  HISTORY     - Date     Condition        Report By
 EK0650  HISTORY     - 1979     MONUMENTED       NGS
 EK0650
 EK0650                          STATION DESCRIPTION
 EK0650
 EK0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EK0650'5.8 MI EAST FROM WICKES.
 EK0650'5.8 MILES EAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE IN WICKES,
 EK0650'0.75 MILE EAST OF THE HOWARD-POLK COUNTY LINE, 0.2 EAST OF A SIDE
 EK0650'ROAD LEADING NORTH TO DUCKETT CEMETERY, 61 FEET NORTH OF THE CENTER
 EK0650'OF HIGHWAY 4, 13 FEET SOUTH-SOUTHWEST OF EDGE OF OLD CISTERN.
 EK0650'THE MARK IS 0.8 FT  S FROM A WITNESS POST.
 EK0650'THE MARK IS 4 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0259 ***********************************************************************
 EK0259  DESIGNATION -  Z 133
 EK0259  PID         -  EK0259
 EK0259  STATE/COUNTY-  AR/POLK
 EK0259  USGS QUAD   -  NICHOLS MOUNTAIN (1986)
 EK0259
 EK0259                         *CURRENT SURVEY CONTROL
 EK0259  ___________________________________________________________________
 EK0259* NAD 83(1986)-  34 23 40.     (N)    094 01 07.     (W)     SCALED    
 EK0259* NAVD 88     -       403.392  (meters)    1323.46   (feet)  ADJUSTED  
 EK0259  ___________________________________________________________________
 EK0259  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EK0259  DYNAMIC HT  -         402.969 (meters)    1322.07  (feet)  COMP
 EK0259  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 EK0259
 EK0259  VERT ORDER  -  SECOND    CLASS 0
 EK0259
 EK0259.The horizontal coordinates were scaled from a topographic map and have
 EK0259.an estimated accuracy of +/- 6 seconds.
 EK0259
 EK0259.The orthometric height was determined by differential leveling
 EK0259.and adjusted by the National Geodetic Survey in June 1991..
 EK0259
 EK0259.The geoid height was determined by GEOID03.
 EK0259
 EK0259.The dynamic height is computed by dividing the NAVD 88
 EK0259.geopotential number by the normal gravity value computed on the
 EK0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0259.degrees latitude (g = 980.6199 gals.).
 EK0259
 EK0259.The modeled gravity was interpolated from observed gravity values.
 EK0259
 EK0259;                    North         East    Units  Estimated Accuracy
 EK0259;SPC AR S     -   593,460.      214,400.      MT  (+/- 180 meters Scaled)
 EK0259
 EK0259                          SUPERSEDED SURVEY CONTROL
 EK0259
 EK0259  NGVD 29 (??/??/92)  403.328  (m)         1323.25   (f) ADJ UNCH    2 0
 EK0259
 EK0259.Superseded values are not recommended for survey control.
 EK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0259.See file dsdata.txt to determine how the superseded data were derived.
 EK0259
 EK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU063063(NAD 83)
 EK0259_MARKER: DB = BENCH MARK DISK
 EK0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0259_SP_SET: BRIDGE
 EK0259_STAMPING: Z-133 1935
 EK0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0259
 EK0259  HISTORY     - Date     Condition        Report By
 EK0259  HISTORY     - 1935     MONUMENTED       CGS
 EK0259  HISTORY     - 1961     GOOD             NGS
 EK0259
 EK0259                          STATION DESCRIPTION
 EK0259
 EK0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0259'13.6 MI SW FROM BIG FORK.
 EK0259'13.6 MILES SOUTHWEST OF, ALONG THE BIG FORK, ATHENS ROAD BUTCHERKNIFE
 EK0259'CREEK BRIDGE.  1.5 M SE ALONG S. HWY 8, 12.1 M SW ALONG ATHENS RD,
 EK0259'ABOUT 225 FEET WEST OF JUNCTION OF ROAD TO BARD SPRINGS CAMP,
 EK0259'32.5 FEET SOUTHEAST OF A BLAZED OAK TREE 1.2 FEET IN DIAMETER,
 EK0259'IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE
 EK0259'OVER LONG CREEK.  TABLET SET IN CONCRETE BRIDGE.
 EK0259
 EK0259                          STATION RECOVERY (1961)
 EK0259
 EK0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1517 ***********************************************************************
 EJ1517  DESIGNATION -  Z 134
 EJ1517  PID         -  EJ1517
 EJ1517  STATE/COUNTY-  AR/MONTGOMERY
 EJ1517  USGS QUAD   -  MOUNT IDA (1986)
 EJ1517
 EJ1517                         *CURRENT SURVEY CONTROL
 EJ1517  ___________________________________________________________________
 EJ1517* NAD 83(1986)-  34 37 28.     (N)    093 43 42.     (W)     SCALED    
 EJ1517* NAVD 88     -       233.727  (meters)     766.82   (feet)  ADJUSTED  
 EJ1517  ___________________________________________________________________
 EJ1517  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EJ1517  DYNAMIC HT  -         233.487 (meters)     766.03  (feet)  COMP
 EJ1517  MODELED GRAV-     979,600.6   (mgal)                       NAVD 88
 EJ1517
 EJ1517  VERT ORDER  -  SECOND    CLASS 0
 EJ1517
 EJ1517.The horizontal coordinates were scaled from a topographic map and have
 EJ1517.an estimated accuracy of +/- 6 seconds.
 EJ1517
 EJ1517.The orthometric height was determined by differential leveling
 EJ1517.and adjusted by the National Geodetic Survey in June 1991..
 EJ1517
 EJ1517.The geoid height was determined by GEOID03.
 EJ1517
 EJ1517.The dynamic height is computed by dividing the NAVD 88
 EJ1517.geopotential number by the normal gravity value computed on the
 EJ1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1517.degrees latitude (g = 980.6199 gals.).
 EJ1517
 EJ1517.The modeled gravity was interpolated from observed gravity values.
 EJ1517
 EJ1517;                    North         East    Units  Estimated Accuracy
 EJ1517;SPC AR S     -   618,490.      241,520.      MT  (+/- 180 meters Scaled)
 EJ1517
 EJ1517                          SUPERSEDED SURVEY CONTROL
 EJ1517
 EJ1517  NGVD 29 (??/??/92)  233.662  (m)          766.61   (f) ADJ UNCH    2 0
 EJ1517
 EJ1517.Superseded values are not recommended for survey control.
 EJ1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1517.See file dsdata.txt to determine how the superseded data were derived.
 EJ1517
 EJ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU332316(NAD 83)
 EJ1517_MARKER: DB = BENCH MARK DISK
 EJ1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1517_STAMPING: Z 134 1935
 EJ1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1517+STABILITY: SURFACE MOTION
 EJ1517
 EJ1517  HISTORY     - Date     Condition        Report By
 EJ1517  HISTORY     - 1935     MONUMENTED       CGS
 EJ1517  HISTORY     - 1961     GOOD             NGS
 EJ1517
 EJ1517                          STATION DESCRIPTION
 EJ1517
 EJ1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1517'2.8 MI E FROM ODEN.
 EJ1517'MARK RECOVERED ABOUT 0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 270, FROM
 EJ1517'ITS JUNCTION WITH STATE HIGHWAY 88 AT PENCIL BLUFF, EAST ACROSS THE
 EJ1517'HIGHWAY FROM A SIDE ROAD LEADING SOUTHWEST, ABOUT 90 FEET SOUTHEAST OF
 EJ1517'THE CENTERLINE OF A DRIVEWAY LEADING TO A RED HOUSE, 42 FEET NORTHEAST
 EJ1517'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTHEAST OF TWIN PINES AND
 EJ1517'ON TOP OF A 4-FOOT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1504 ***********************************************************************
 EJ1504  DESIGNATION -  Z 135
 EJ1504  PID         -  EJ1504
 EJ1504  STATE/COUNTY-  AR/SCOTT
 EJ1504  USGS QUAD   -  BUCK KNOB (1985)
 EJ1504
 EJ1504                         *CURRENT SURVEY CONTROL
 EJ1504  ___________________________________________________________________
 EJ1504* NAD 83(1986)-  34 40 25.     (N)    093 53 20.     (W)     SCALED    
 EJ1504* NAVD 88     -       405.237  (meters)    1329.52   (feet)  ADJUSTED  
 EJ1504  ___________________________________________________________________
 EJ1504  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 EJ1504  DYNAMIC HT  -         404.800 (meters)    1328.08  (feet)  COMP
 EJ1504  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 EJ1504
 EJ1504  VERT ORDER  -  SECOND    CLASS 0
 EJ1504
 EJ1504.The horizontal coordinates were scaled from a topographic map and have
 EJ1504.an estimated accuracy of +/- 6 seconds.
 EJ1504
 EJ1504.The orthometric height was determined by differential leveling
 EJ1504.and adjusted by the National Geodetic Survey in June 1991..
 EJ1504
 EJ1504.The geoid height was determined by GEOID03.
 EJ1504
 EJ1504.The dynamic height is computed by dividing the NAVD 88
 EJ1504.geopotential number by the normal gravity value computed on the
 EJ1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1504.degrees latitude (g = 980.6199 gals.).
 EJ1504
 EJ1504.The modeled gravity was interpolated from observed gravity values.
 EJ1504
 EJ1504;                    North         East    Units  Estimated Accuracy
 EJ1504;SPC AR N     -    39,410.      226,890.      MT  (+/- 180 meters Scaled)
 EJ1504
 EJ1504                          SUPERSEDED SURVEY CONTROL
 EJ1504
 EJ1504  NGVD 29 (??/??/92)  405.137  (m)         1329.19   (f) ADJ UNCH    2 0
 EJ1504
 EJ1504.Superseded values are not recommended for survey control.
 EJ1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1504.See file dsdata.txt to determine how the superseded data were derived.
 EJ1504
 EJ1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU185372(NAD 83)
 EJ1504_MARKER: DB = BENCH MARK DISK
 EJ1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1504_STAMPING: Z-135 1935
 EJ1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1504+STABILITY: SURFACE MOTION
 EJ1504
 EJ1504  HISTORY     - Date     Condition        Report By
 EJ1504  HISTORY     - 1935     MONUMENTED       CGS
 EJ1504  HISTORY     - 1961     GOOD             NGS
 EJ1504
 EJ1504                          STATION DESCRIPTION
 EJ1504
 EJ1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1504'5.5 MI S FROM BUCK KNOB.
 EJ1504'5.5 MILES SOUTH OF, ALONG POSEY HOLLOW ROAD, FROM USC AND GS BM L 24
 EJ1504'1932 AND OLD LOCATION OF BUCK KNOB POST OFFICE.  3.7 MILES EAST ALONG
 EJ1504'US 270, THENCE 1.8 SOUTHWEST ALONG POSEY HOLLOW ROAD.  ABOUT .6 MILE
 EJ1504'NORTH OF ROAD INTERSECTION.  42.2 FEET SOUTH OF THE WEST END OF A PIPE
 EJ1504'CULVERT 2 FT. IN DIAMETER.  24.2 FEET SOUTHWEST OF ROAD CENTERLINE. 11
 EJ1504'FEET NORTHWEST OF A BLAZED PINE TREE 1.2 FT. IN DIAMETER. TABLET SET
 EJ1504'IN PRECAST CONCRETE POST.
 EJ1504
 EJ1504                          STATION RECOVERY (1961)
 EJ1504
 EJ1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EJ1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1121 ***********************************************************************
 EJ1121  DESIGNATION -  Z 136
 EJ1121  PID         -  EJ1121
 EJ1121  STATE/COUNTY-  AR/CLARK
 EJ1121  USGS QUAD   -  AMITY (1966)
 EJ1121
 EJ1121                         *CURRENT SURVEY CONTROL
 EJ1121  ___________________________________________________________________
 EJ1121* NAD 83(1986)-  34 16 03.     (N)    093 27 39.     (W)     SCALED    
 EJ1121* NAVD 88     -       161.373  (meters)     529.44   (feet)  ADJUSTED  
 EJ1121  ___________________________________________________________________
 EJ1121  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EJ1121  DYNAMIC HT  -         161.210 (meters)     528.90  (feet)  COMP
 EJ1121  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 EJ1121
 EJ1121  VERT ORDER  -  SECOND    CLASS 0
 EJ1121
 EJ1121.The horizontal coordinates were scaled from a topographic map and have
 EJ1121.an estimated accuracy of +/- 6 seconds.
 EJ1121
 EJ1121.The orthometric height was determined by differential leveling
 EJ1121.and adjusted by the National Geodetic Survey in June 1991..
 EJ1121
 EJ1121.The geoid height was determined by GEOID03.
 EJ1121
 EJ1121.The dynamic height is computed by dividing the NAVD 88
 EJ1121.geopotential number by the normal gravity value computed on the
 EJ1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1121.degrees latitude (g = 980.6199 gals.).
 EJ1121
 EJ1121.The modeled gravity was interpolated from observed gravity values.
 EJ1121
 EJ1121;                    North         East    Units  Estimated Accuracy
 EJ1121;SPC AR S     -   578,510.      265,480.      MT  (+/- 180 meters Scaled)
 EJ1121
 EJ1121                          SUPERSEDED SURVEY CONTROL
 EJ1121
 EJ1121  NGVD 29 (??/??/92)  161.361  (m)          529.40   (f) ADJ UNCH    2 0
 EJ1121
 EJ1121.Superseded values are not recommended for survey control.
 EJ1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1121.See file dsdata.txt to determine how the superseded data were derived.
 EJ1121
 EJ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT575919(NAD 83)
 EJ1121_MARKER: DB = BENCH MARK DISK
 EJ1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1121_STAMPING: Z 136 1935
 EJ1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1121+STABILITY: SURFACE MOTION
 EJ1121
 EJ1121  HISTORY     - Date     Condition        Report By
 EJ1121  HISTORY     - 1935     MONUMENTED       CGS
 EJ1121  HISTORY     - 1935     GOOD             NGS
 EJ1121
 EJ1121                          STATION DESCRIPTION
 EJ1121
 EJ1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ1121'IN AMITY.
 EJ1121'AT AMITY, CLARK COUNTY, 1.1 MILE NORTHEAST ALONG THE AMITY-BISMARCK
 EJ1121'ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION, 0.6 MILE NORTHEAST OF
 EJ1121'THE GRADE SCHOOL, 0.3 MILE NORTH OF THE POST OFFICE, AT THE HIGH
 EJ1121'SCHOOL, 180 FEET WEST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 41
 EJ1121'FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Z
 EJ1121'136 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1215 ***********************************************************************
 EJ1215  DESIGNATION -  Z 137
 EJ1215  PID         -  EJ1215
 EJ1215  STATE/COUNTY-  AR/CLARK
 EJ1215  USGS QUAD   -  HOLLYWOOD (1970)
 EJ1215
 EJ1215                         *CURRENT SURVEY CONTROL
 EJ1215  ___________________________________________________________________
 EJ1215* NAD 83(1986)-  34 06 07.     (N)    093 12 40.     (W)     SCALED    
 EJ1215* NAVD 88     -        91.424  (meters)     299.95   (feet)  ADJUSTED  
 EJ1215  ___________________________________________________________________
 EJ1215  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EJ1215  DYNAMIC HT  -          91.332 (meters)     299.65  (feet)  COMP
 EJ1215  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 EJ1215
 EJ1215  VERT ORDER  -  SECOND    CLASS 0
 EJ1215
 EJ1215.The horizontal coordinates were scaled from a topographic map and have
 EJ1215.an estimated accuracy of +/- 6 seconds.
 EJ1215
 EJ1215.The orthometric height was determined by differential leveling
 EJ1215.and adjusted by the National Geodetic Survey in June 1991..
 EJ1215
 EJ1215.The geoid height was determined by GEOID03.
 EJ1215
 EJ1215.The dynamic height is computed by dividing the NAVD 88
 EJ1215.geopotential number by the normal gravity value computed on the
 EJ1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1215.degrees latitude (g = 980.6199 gals.).
 EJ1215
 EJ1215.The modeled gravity was interpolated from observed gravity values.
 EJ1215
 EJ1215;                    North         East    Units  Estimated Accuracy
 EJ1215;SPC AR S     -   559,850.      288,260.      MT  (+/- 180 meters Scaled)
 EJ1215
 EJ1215                          SUPERSEDED SURVEY CONTROL
 EJ1215
 EJ1215  NGVD 29 (??/??/92)   91.430  (m)          299.97   (f) ADJ UNCH    2 0
 EJ1215
 EJ1215.Superseded values are not recommended for survey control.
 EJ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1215.See file dsdata.txt to determine how the superseded data were derived.
 EJ1215
 EJ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT805734(NAD 83)
 EJ1215_MARKER: DB = BENCH MARK DISK
 EJ1215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ1215_SP_SET: ROAD
 EJ1215_STAMPING: Z 137 1935
 EJ1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1215
 EJ1215  HISTORY     - Date     Condition        Report By
 EJ1215  HISTORY     - 1935     MONUMENTED       CGS
 EJ1215  HISTORY     - 1964     GOOD             NGS
 EJ1215
 EJ1215                          STATION DESCRIPTION
 EJ1215
 EJ1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1215'2.1 MI E FROM HOLLYWOOD.
 EJ1215'2.1 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 EJ1215'HOLLYWOOD, 135 FEET SOUTHWEST OF A GATE TO THE ALEX. HERD FARMHOUSE,
 EJ1215'50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF A
 EJ1215'WELL, 20.5 FEET NORTHEAST OF A FENCE CORNER, AND 1 FOOT EAST OF THE
 EJ1215'FENCE.  A STANDARD DISK, STAMPED Z 137 1935 AND SET IN THE TOP OF A
 EJ1215'CONCRETE ROAD.  NOTE-- MARK WAS RECOVERED AT A FORMER BUILDING SITE
 EJ1215'THAT HAS GROWN UP IN SMALL PINE TREES, AT EAST SUMMIT OF HILL,
 EJ1215'NORTHWEST ACROSS HIGHWAY FROM A DRIVEWAY LEADING SOUTH BETWEEN TWO OAK
 EJ1215'TREES AND 1 FOOT NORTH OF METAL WITNESS POST.
 EJ1215
 EJ1215                          STATION RECOVERY (1964)
 EJ1215
 EJ1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EJ1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1137 ***********************************************************************
 EJ1137  DESIGNATION -  Z 138
 EJ1137  PID         -  EJ1137
 EJ1137  STATE/COUNTY-  AR/HOT SPRING
 EJ1137  USGS QUAD   -  DE ROCHE (1966)
 EJ1137
 EJ1137                         *CURRENT SURVEY CONTROL
 EJ1137  ___________________________________________________________________
 EJ1137* NAD 83(1986)-  34 19 39.     (N)    093 03 27.     (W)     SCALED    
 EJ1137* NAVD 88     -       172.311  (meters)     565.32   (feet)  ADJUSTED  
 EJ1137  ___________________________________________________________________
 EJ1137  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EJ1137  DYNAMIC HT  -         172.141 (meters)     564.77  (feet)  COMP
 EJ1137  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 EJ1137
 EJ1137  VERT ORDER  -  SECOND    CLASS 0
 EJ1137
 EJ1137.The horizontal coordinates were scaled from a topographic map and have
 EJ1137.an estimated accuracy of +/- 6 seconds.
 EJ1137
 EJ1137.The orthometric height was determined by differential leveling
 EJ1137.and adjusted by the National Geodetic Survey in June 1991..
 EJ1137
 EJ1137.The geoid height was determined by GEOID03.
 EJ1137
 EJ1137.The dynamic height is computed by dividing the NAVD 88
 EJ1137.geopotential number by the normal gravity value computed on the
 EJ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1137.degrees latitude (g = 980.6199 gals.).
 EJ1137
 EJ1137.The modeled gravity was interpolated from observed gravity values.
 EJ1137
 EJ1137;                    North         East    Units  Estimated Accuracy
 EJ1137;SPC AR S     -   584,710.      302,690.      MT  (+/- 180 meters Scaled)
 EJ1137
 EJ1137                          SUPERSEDED SURVEY CONTROL
 EJ1137
 EJ1137  NGVD 29 (??/??/92)  172.314  (m)          565.33   (f) ADJ UNCH    2 0
 EJ1137
 EJ1137.Superseded values are not recommended for survey control.
 EJ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1137.See file dsdata.txt to determine how the superseded data were derived.
 EJ1137
 EJ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT947984(NAD 83)
 EJ1137_MARKER: DB = BENCH MARK DISK
 EJ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1137_STAMPING: Z 138 1935
 EJ1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1137+STABILITY: SURFACE MOTION
 EJ1137
 EJ1137  HISTORY     - Date     Condition        Report By
 EJ1137  HISTORY     - 1935     MONUMENTED       CGS
 EJ1137  HISTORY     - 1965     MARK NOT FOUND   USGS
 EJ1137  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1137
 EJ1137                          STATION DESCRIPTION
 EJ1137
 EJ1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1137'1.7 MI E FROM DE ROCHE.
 EJ1137'1.7 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT DE
 EJ1137'ROCHE, 0.6 MILE EAST OF THE DE ROCHE CEMETERY, 0.1 MILE WEST OF THE
 EJ1137'JUNCTION OF A ROAD LEADING SOUTH TO THE CANEY SETTLEMENT, 195 FEET
 EJ1137'NORTHEAST OF THE NORTHEAST CORNER OF SCHOOL NO. 40, 36 FEET SOUTH OF
 EJ1137'THE CENTERLINE OF THE HIGHWAY, AND 8.4 FEET NORTH OF A 12-INCH BLAZED
 EJ1137'PINE TREE.  A STANDARD DISK, STAMPED Z 138 1935 AND SET IN THE TOP OF
 EJ1137'A CONCRETE POST.  NOTE-- A NEW SCHOOL BUILDING WAS BUILT IN THIS AREA.
 EJ1137
 EJ1137                          STATION RECOVERY (1965)
 EJ1137
 EJ1137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EJ1137'MARK NOT FOUND.
 EJ1137
 EJ1137                          STATION RECOVERY (1998)
 EJ1137
 EJ1137'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1152 ***********************************************************************
 EJ1152  DESIGNATION -  Z 139 RESET
 EJ1152  PID         -  EJ1152
 EJ1152  STATE/COUNTY-  AR/HOT SPRING
 EJ1152  USGS QUAD   -  BISMARCK (1976)
 EJ1152
 EJ1152                         *CURRENT SURVEY CONTROL
 EJ1152  ___________________________________________________________________
 EJ1152* NAD 83(1986)-  34 20 28.     (N)    093 11 01.     (W)     SCALED    
 EJ1152* NAVD 88     -       177.53   (meters)     582.4    (feet)  RESET     
 EJ1152  ___________________________________________________________________
 EJ1152  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EJ1152
 EJ1152  VERT ORDER  -  THIRD
 EJ1152
 EJ1152.The horizontal coordinates were scaled from a topographic map and have
 EJ1152.an estimated accuracy of +/- 6 seconds.
 EJ1152
 EJ1152.The orthometric height was computed from unverified reset data.
 EJ1152
 EJ1152.The geoid height was determined by GEOID03.
 EJ1152
 EJ1152;                    North         East    Units  Estimated Accuracy
 EJ1152;SPC AR S     -   586,350.      291,100.      MT  (+/- 180 meters Scaled)
 EJ1152
 EJ1152                          SUPERSEDED SURVEY CONTROL
 EJ1152
 EJ1152.No superseded survey control is available for this station.
 EJ1152
 EJ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT831999(NAD 83)
 EJ1152_MARKER: DD = SURVEY DISK
 EJ1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1152_SP_SET: BRIDGE
 EJ1152_STAMPING: Z 139 RESET 1969
 EJ1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1152
 EJ1152  HISTORY     - Date     Condition        Report By
 EJ1152  HISTORY     - 1969     MONUMENTED       ARHD
 EJ1152  HISTORY     - 1970     GOOD             NGS
 EJ1152  HISTORY     - 20060925 MARK NOT FOUND   JCLS
 EJ1152
 EJ1152                          STATION DESCRIPTION
 EJ1152
 EJ1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EJ1152'1.8 MI N FROM BISMARCK.
 EJ1152'1.8 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 EJ1152'BISMARCK, AT A CONCRETE HIGHWAY BRIDGE OVER BIG HILL CREEK, 15 FEET
 EJ1152'NORTHWEST OF THE JUNCTION OF A ROAD LEADING WEST, 17 FEET WEST OF THE
 EJ1152'CENTER LINE OF THE HIGHWAY AND IN THE TOP OF WINGWALL AT THE SOUTH END
 EJ1152'OF THE BRIDGE.
 EJ1152
 EJ1152                          STATION RECOVERY (2006)
 EJ1152
 EJ1152'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EJ1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0896 ***********************************************************************
 EH0896  DESIGNATION -  Z 14
 EH0896  PID         -  EH0896
 EH0896  STATE/COUNTY-  AR/PHILLIPS
 EH0896  USGS QUAD   -  WEST HELENA (1982)
 EH0896
 EH0896                         *CURRENT SURVEY CONTROL
 EH0896  ___________________________________________________________________
 EH0896* NAD 83(1986)-  34 34 41.     (N)    090 41 51.     (W)     SCALED    
 EH0896* NAVD 88     -        68.324  (meters)     224.16   (feet)  ADJUSTED  
 EH0896  ___________________________________________________________________
 EH0896  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0896  DYNAMIC HT  -          68.258 (meters)     223.94  (feet)  COMP
 EH0896  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 EH0896
 EH0896  VERT ORDER  -  FIRST     CLASS II
 EH0896
 EH0896.The horizontal coordinates were scaled from a topographic map and have
 EH0896.an estimated accuracy of +/- 6 seconds.
 EH0896
 EH0896.The orthometric height was determined by differential leveling
 EH0896.and adjusted by the National Geodetic Survey in June 1991..
 EH0896
 EH0896.The geoid height was determined by GEOID03.
 EH0896
 EH0896.The dynamic height is computed by dividing the NAVD 88
 EH0896.geopotential number by the normal gravity value computed on the
 EH0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0896.degrees latitude (g = 980.6199 gals.).
 EH0896
 EH0896.The modeled gravity was interpolated from observed gravity values.
 EH0896
 EH0896;                    North         East    Units  Estimated Accuracy
 EH0896;SPC AR S     -   612,760.      519,500.      MT  (+/- 180 meters Scaled)
 EH0896
 EH0896                          SUPERSEDED SURVEY CONTROL
 EH0896
 EH0896  NGVD 29 (??/??/??)   68.354  (m)          224.26   (f) ADJUSTED    1 2
 EH0896
 EH0896.Superseded values are not recommended for survey control.
 EH0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0896.See file dsdata.txt to determine how the superseded data were derived.
 EH0896
 EH0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU112286(NAD 83)
 EH0896_MARKER: DB = BENCH MARK DISK
 EH0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0896_STAMPING: Z 14 1932 224.196
 EH0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0896+STABILITY: SURFACE MOTION
 EH0896
 EH0896  HISTORY     - Date     Condition        Report By
 EH0896  HISTORY     - 1932     MONUMENTED       CGS
 EH0896  HISTORY     - 1956     GOOD             CGS
 EH0896  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0896  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0896
 EH0896                          STATION DESCRIPTION
 EH0896
 EH0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0896'4.5 MI SE FROM LEXA.
 EH0896'ABOUT 3.05 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 EH0896'MISSOURI PACIFIC RAILROAD AT LEXA, THENCE ABOUT 1.45 MILES SOUTH ALONG
 EH0896'A GRAVEL ROAD, AT CROSSING OF ABANDONED GRADE OF THE MISSOURI AND
 EH0896'ARKANSAS RAILROAD, ABOUT 145 YARDS SOUTHEAST ALONG ABANDONED RAILROAD
 EH0896'GRADE FROM CROSSING OF ROAD, 41 FEET SOUTHWEST OF CENTER LINE OF
 EH0896'RAILROAD GRADE, 7 FEET NORTHEAST OF A FENCE LINE, 20 1/2 FEET EAST OF
 EH0896'CENTER OF A GATE IN FENCE LINE, SOUTH AND ACROSS OLD GRADE FROM THE
 EH0896'SITE OF FORMER STATION AT SOUTHLAND, 1 1/2 FEET NORTHWEST OF A WHITE
 EH0896'WOODEN WITNESS POST, ABOUT LEVEL WITH THE OLD RAILROAD GRADE AND SET
 EH0896'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE -- MARK MAY BE
 EH0896'REACHED FROM THE BAPTIST CHURCH AT WEST HELENA, PHILLIPS COUNTY, BY
 EH0896'GOING ABOUT 2.35 MILES NORTHWEST ALONG STATE HIGHWAY 20, THENCE ABOUT
 EH0896'1.0 MILE NORTH ALONG STATE HIGHWAY 185, THENCE ABOUT 1.55 MILES WEST
 EH0896'ALONG A DIRT ROAD, THENCE ABOUT 0.6 MILE NORTH ALONG A GRAVEL ROAD TO
 EH0896'CROSSING OF ABANDONED GRADE OF THE MISSOURI AND ARKANSAS RAILROAD AT
 EH0896'SOUTHLAND.
 EH0896
 EH0896                          STATION RECOVERY (1976)
 EH0896
 EH0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0896'MARK NOT FOUND.
 EH0896
 EH0896                          STATION RECOVERY (1978)
 EH0896
 EH0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1154 ***********************************************************************
 EJ1154  DESIGNATION -  Z 140
 EJ1154  PID         -  EJ1154
 EJ1154  STATE/COUNTY-  AR/HOT SPRING
 EJ1154  USGS QUAD   -  BISMARCK (1976)
 EJ1154
 EJ1154                         *CURRENT SURVEY CONTROL
 EJ1154  ___________________________________________________________________
 EJ1154* NAD 83(1986)-  34 16 35.     (N)    093 09 02.     (W)     SCALED    
 EJ1154* NAVD 88     -       151.308  (meters)     496.42   (feet)  ADJUSTED  
 EJ1154  ___________________________________________________________________
 EJ1154  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EJ1154  DYNAMIC HT  -         151.157 (meters)     495.92  (feet)  COMP
 EJ1154  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 EJ1154
 EJ1154  VERT ORDER  -  SECOND    CLASS 0
 EJ1154
 EJ1154.The horizontal coordinates were scaled from a topographic map and have
 EJ1154.an estimated accuracy of +/- 6 seconds.
 EJ1154
 EJ1154.The orthometric height was determined by differential leveling
 EJ1154.and adjusted by the National Geodetic Survey in June 1991..
 EJ1154
 EJ1154.The geoid height was determined by GEOID03.
 EJ1154
 EJ1154.The dynamic height is computed by dividing the NAVD 88
 EJ1154.geopotential number by the normal gravity value computed on the
 EJ1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1154.degrees latitude (g = 980.6199 gals.).
 EJ1154
 EJ1154.The modeled gravity was interpolated from observed gravity values.
 EJ1154
 EJ1154;                    North         East    Units  Estimated Accuracy
 EJ1154;SPC AR S     -   579,130.      294,060.      MT  (+/- 180 meters Scaled)
 EJ1154
 EJ1154                          SUPERSEDED SURVEY CONTROL
 EJ1154
 EJ1154  NGVD 29 (??/??/92)  151.310  (m)          496.42   (f) ADJ UNCH    2 0
 EJ1154
 EJ1154.Superseded values are not recommended for survey control.
 EJ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1154.See file dsdata.txt to determine how the superseded data were derived.
 EJ1154
 EJ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT861928(NAD 83)
 EJ1154_MARKER: DB = BENCH MARK DISK
 EJ1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1154_STAMPING: Z 140 1935
 EJ1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1154+STABILITY: SURFACE MOTION
 EJ1154
 EJ1154  HISTORY     - Date     Condition        Report By
 EJ1154  HISTORY     - 1935     MONUMENTED       CGS
 EJ1154  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1154
 EJ1154                          STATION DESCRIPTION
 EJ1154
 EJ1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1154'3.3 MI S FROM BISMARCK.
 EJ1154'3.3 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 EJ1154'BISMARCK, AT THE JUNCTION OF A ROAD LEADING EAST, 95 FEET SOUTHEAST OF
 EJ1154'THE CENTER OF THE INTERSECTION, 73 FEET EAST OF THE CENTERLINE OF THE
 EJ1154'HIGHWAY, 18 FEET NORTH OF A GATE TO THE R.L. HARIN FARMHOUSE, AND 1
 EJ1154'FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED Z 140 1935 AND SET
 EJ1154'IN THE TOP OF A CONCRETE POST.
 EJ1154
 EJ1154                          STATION RECOVERY (1998)
 EJ1154
 EJ1154'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1453 ***********************************************************************
 FG1453  DESIGNATION -  Z 141
 FG1453  PID         -  FG1453
 FG1453  STATE/COUNTY-  AR/JOHNSON
 FG1453  USGS QUAD   -  OARK (1973)
 FG1453
 FG1453                         *CURRENT SURVEY CONTROL
 FG1453  ___________________________________________________________________
 FG1453* NAD 83(1986)-  35 43 56.     (N)    093 30 35.     (W)     SCALED    
 FG1453* NAVD 88     -       384.169  (meters)    1260.39   (feet)  ADJUSTED  
 FG1453  ___________________________________________________________________
 FG1453  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FG1453  DYNAMIC HT  -         383.799 (meters)    1259.18  (feet)  COMP
 FG1453  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 FG1453
 FG1453  VERT ORDER  -  SECOND    CLASS 0
 FG1453
 FG1453.The horizontal coordinates were scaled from a topographic map and have
 FG1453.an estimated accuracy of +/- 6 seconds.
 FG1453
 FG1453.The orthometric height was determined by differential leveling
 FG1453.and adjusted by the National Geodetic Survey in June 1991..
 FG1453
 FG1453.The geoid height was determined by GEOID03.
 FG1453
 FG1453.The dynamic height is computed by dividing the NAVD 88
 FG1453.geopotential number by the normal gravity value computed on the
 FG1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1453.degrees latitude (g = 980.6199 gals.).
 FG1453
 FG1453.The modeled gravity was interpolated from observed gravity values.
 FG1453
 FG1453;                    North         East    Units  Estimated Accuracy
 FG1453;SPC AR N     -   156,240.      263,430.      MT  (+/- 180 meters Scaled)
 FG1453
 FG1453                          SUPERSEDED SURVEY CONTROL
 FG1453
 FG1453  NGVD 29 (??/??/92)  384.091  (m)         1260.14   (f) ADJ UNCH    2 0
 FG1453
 FG1453.Superseded values are not recommended for survey control.
 FG1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1453.See file dsdata.txt to determine how the superseded data were derived.
 FG1453
 FG1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV539543(NAD 83)
 FG1453_MARKER: DB = BENCH MARK DISK
 FG1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1453_STAMPING: Z 141 1935
 FG1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1453+STABILITY: SURFACE MOTION
 FG1453
 FG1453  HISTORY     - Date     Condition        Report By
 FG1453  HISTORY     - 1935     MONUMENTED       CGS
 FG1453
 FG1453                          STATION DESCRIPTION
 FG1453
 FG1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1453'6.8 MI NE FROM OARK.
 FG1453'6.8 MILES NORTHEAST ALONG THE OARK-OLD FALLSVILLE ROAD FROM THE POST
 FG1453'OFFICE AT OARK, JOHNSON COUNTY, 110 FEET WEST OF THE FOOT OF A STEEP
 FG1453'CLIFF, 91 FEET EAST OF AN OLD CREEK BED, 30 FEET EAST OF THE
 FG1453'CENTERLINE OF THE ROAD, AND 7 FEET EAST OF A 16-INCH CARVED GUM TREE.
 FG1453'A STANDARD DISK, STAMPED Z 141 1935 AND SET IN THE TOP OF A CONCRETE
 FG1453'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1462 ***********************************************************************
 FG1462  DESIGNATION -  Z 142
 FG1462  PID         -  FG1462
 FG1462  STATE/COUNTY-  AR/MADISON
 FG1462  USGS QUAD   -  PETTIGREW (1973)
 FG1462
 FG1462                         *CURRENT SURVEY CONTROL
 FG1462  ___________________________________________________________________
 FG1462* NAD 83(1986)-  35 49 00.     (N)    093 41 35.     (W)     SCALED    
 FG1462* NAVD 88     -       514.006  (meters)    1686.37   (feet)  ADJUSTED  
 FG1462  ___________________________________________________________________
 FG1462  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FG1462  DYNAMIC HT  -         513.518 (meters)    1684.77  (feet)  COMP
 FG1462  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 FG1462
 FG1462  VERT ORDER  -  SECOND    CLASS 0
 FG1462
 FG1462.The horizontal coordinates were scaled from a topographic map and have
 FG1462.an estimated accuracy of +/- 6 seconds.
 FG1462
 FG1462.The orthometric height was determined by differential leveling
 FG1462.and adjusted by the National Geodetic Survey in June 1991..
 FG1462
 FG1462.The geoid height was determined by GEOID03.
 FG1462
 FG1462.The dynamic height is computed by dividing the NAVD 88
 FG1462.geopotential number by the normal gravity value computed on the
 FG1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1462.degrees latitude (g = 980.6199 gals.).
 FG1462
 FG1462.The modeled gravity was interpolated from observed gravity values.
 FG1462
 FG1462;                    North         East    Units  Estimated Accuracy
 FG1462;SPC AR N     -   165,880.      247,010.      MT  (+/- 180 meters Scaled)
 FG1462
 FG1462                          SUPERSEDED SURVEY CONTROL
 FG1462
 FG1462  NGVD 29 (??/??/92)  513.907  (m)         1686.04   (f) ADJ UNCH    2 0
 FG1462
 FG1462.Superseded values are not recommended for survey control.
 FG1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1462.See file dsdata.txt to determine how the superseded data were derived.
 FG1462
 FG1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV373638(NAD 83)
 FG1462_MARKER: DB = BENCH MARK DISK
 FG1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1462_STAMPING: Z 142 1935
 FG1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1462+STABILITY: SURFACE MOTION
 FG1462
 FG1462  HISTORY     - Date     Condition        Report By
 FG1462  HISTORY     - 1935     MONUMENTED       CGS
 FG1462
 FG1462                          STATION DESCRIPTION
 FG1462
 FG1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1462'IN DUTTON.
 FG1462'AT DUTTON, MADISON COUNTY, 165 FEET WEST OF THE SOUTHWEST CORNER OF
 FG1462'THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 73 FEET SOUTH OF MILE
 FG1462'POST 392+10, 43 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 21 FEET
 FG1462'WEST OF A SOUTHEAST FENCE CORNER, AND 1 FOOT NORTH OF A FENCE.  A
 FG1462'STANDARD DISK, STAMPED Z 142 1935 AND SET IN THE TOP OF A CONCRETE
 FG1462'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1354 ***********************************************************************
 FG1354  DESIGNATION -  Z 143
 FG1354  PID         -  FG1354
 FG1354  STATE/COUNTY-  AR/MADISON
 FG1354  USGS QUAD   -  WEATHERS (1973)
 FG1354
 FG1354                         *CURRENT SURVEY CONTROL
 FG1354  ___________________________________________________________________
 FG1354* NAD 83(1986)-  35 55 57.     (N)    093 36 21.     (W)     SCALED    
 FG1354* NAVD 88     -       629.508  (meters)    2065.31   (feet)  ADJUSTED  
 FG1354  ___________________________________________________________________
 FG1354  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FG1354  DYNAMIC HT  -         628.901 (meters)    2063.32  (feet)  COMP
 FG1354  MODELED GRAV-     979,648.4   (mgal)                       NAVD 88
 FG1354
 FG1354  VERT ORDER  -  SECOND    CLASS 0
 FG1354
 FG1354.The horizontal coordinates were scaled from a topographic map and have
 FG1354.an estimated accuracy of +/- 6 seconds.
 FG1354
 FG1354.The orthometric height was determined by differential leveling
 FG1354.and adjusted by the National Geodetic Survey in June 1991..
 FG1354
 FG1354.The geoid height was determined by GEOID03.
 FG1354
 FG1354.The dynamic height is computed by dividing the NAVD 88
 FG1354.geopotential number by the normal gravity value computed on the
 FG1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1354.degrees latitude (g = 980.6199 gals.).
 FG1354
 FG1354.The modeled gravity was interpolated from observed gravity values.
 FG1354
 FG1354;                    North         East    Units  Estimated Accuracy
 FG1354;SPC AR N     -   178,600.      255,100.      MT  (+/- 180 meters Scaled)
 FG1354
 FG1354                          SUPERSEDED SURVEY CONTROL
 FG1354
 FG1354  NGVD 29 (??/??/92)  629.360  (m)         2064.83   (f) ADJ UNCH    2 0
 FG1354
 FG1354.Superseded values are not recommended for survey control.
 FG1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1354.See file dsdata.txt to determine how the superseded data were derived.
 FG1354
 FG1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV453766(NAD 83)
 FG1354_MARKER: DB = BENCH MARK DISK
 FG1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1354_STAMPING: Z 143 1935
 FG1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1354+STABILITY: SURFACE MOTION
 FG1354
 FG1354  HISTORY     - Date     Condition        Report By
 FG1354  HISTORY     - 1935     MONUMENTED       CGS
 FG1354
 FG1354                          STATION DESCRIPTION
 FG1354
 FG1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG1354'IN VENUS.
 FG1354'AT VENUS, MADISON COUNTY, AT THE SCHOOL, 35 FEET NORTHWEST OF THE
 FG1354'NORTHWEST CORNER OF THE SCHOOLHOUSE, AT THE NORTHWEST CORNER OF THE
 FG1354'YARD, 60 FEET WEST OF A STONE-CURB WELL, 38 FEET EAST OF THE
 FG1354'CENTERLINE OF THE VENUS-AURORA ROAD, AND 5 FEET NORTH OF TWO 8-INCH
 FG1354'OAK TREES 3 FEET APART.  A STANDARD DISK, STAMPED Z 143 1935 AND SET
 FG1354'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0454 ***********************************************************************
 GF0454  DESIGNATION -  Z 144
 GF0454  PID         -  GF0454
 GF0454  STATE/COUNTY-  AR/CARROLL
 GF0454  USGS QUAD   -  OSAGE (1968)
 GF0454
 GF0454                         *CURRENT SURVEY CONTROL
 GF0454  ___________________________________________________________________
 GF0454* NAD 83(1986)-  36 09 11.     (N)    093 29 21.     (W)     SCALED    
 GF0454* NAVD 88     -       429.856  (meters)    1410.29   (feet)  ADJUSTED  
 GF0454  ___________________________________________________________________
 GF0454  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GF0454  DYNAMIC HT  -         429.464 (meters)    1409.00  (feet)  COMP
 GF0454  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GF0454
 GF0454  VERT ORDER  -  SECOND    CLASS 0
 GF0454
 GF0454.The horizontal coordinates were scaled from a topographic map and have
 GF0454.an estimated accuracy of +/- 6 seconds.
 GF0454
 GF0454.The orthometric height was determined by differential leveling
 GF0454.and adjusted by the National Geodetic Survey in June 1991..
 GF0454
 GF0454.The geoid height was determined by GEOID03.
 GF0454
 GF0454.The dynamic height is computed by dividing the NAVD 88
 GF0454.geopotential number by the normal gravity value computed on the
 GF0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0454.degrees latitude (g = 980.6199 gals.).
 GF0454
 GF0454.The modeled gravity was interpolated from observed gravity values.
 GF0454
 GF0454;                    North         East    Units  Estimated Accuracy
 GF0454;SPC AR N     -   202,900.      266,000.      MT  (+/- 180 meters Scaled)
 GF0454
 GF0454                          SUPERSEDED SURVEY CONTROL
 GF0454
 GF0454  NGVD 29 (??/??/92)  429.736  (m)         1409.89   (f) ADJ UNCH    2 0
 GF0454
 GF0454.Superseded values are not recommended for survey control.
 GF0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0454.See file dsdata.txt to determine how the superseded data were derived.
 GF0454
 GF0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA559010(NAD 83)
 GF0454_MARKER: DB = BENCH MARK DISK
 GF0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0454_STAMPING: Z 144 1935
 GF0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0454+STABILITY: SURFACE MOTION
 GF0454
 GF0454  HISTORY     - Date     Condition        Report By
 GF0454  HISTORY     - 1935     MONUMENTED       CGS
 GF0454  HISTORY     - 1987     GOOD             USPSQD
 GF0454
 GF0454                          STATION DESCRIPTION
 GF0454
 GF0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0454'3.4 MI SE FROM RUDD.
 GF0454'3.4 MILES SOUTHEAST ALONG THE RUDD-OSAGE ROAD FROM THE POST
 GF0454'OFFICE AT RUDD, CARROLL COUNTY, 3.3 MILES SOUTHWEST ALONG THE
 GF0454'KINGSTON-OSAGE ROAD, AT SHILOUGH SCHOOL, IN THE NORTHEAST CORNER
 GF0454'OF SHILOUGH CEMETERY, 64 FEET WEST OF THE NORTHWEST CORNER OF THE
 GF0454'SCHOOL, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 13 FEET WEST
 GF0454'OF A NORTHWEST FENCE CORNER, AND 2 FEET SOUTH OF A FENCE.  A
 GF0454'STANDARD DISK, STAMPED Z 144 1935 AND SET IN THE TOP OF A
 GF0454'CONCRETE POST.
 GF0454
 GF0454                          STATION RECOVERY (1987)
 GF0454
 GF0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GF0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0526 ***********************************************************************
 GF0526  DESIGNATION -  Z 145
 GF0526  PID         -  GF0526
 GF0526  STATE/COUNTY-  AR/CARROLL
 GF0526  USGS QUAD   -  BERRYVILLE (1972)
 GF0526
 GF0526                         *CURRENT SURVEY CONTROL
 GF0526  ___________________________________________________________________
 GF0526* NAD 83(1986)-  36 20 19.     (N)    093 33 49.     (W)     SCALED    
 GF0526* NAVD 88     -       341.108  (meters)    1119.12   (feet)  ADJUSTED  
 GF0526  ___________________________________________________________________
 GF0526  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GF0526  DYNAMIC HT  -         340.807 (meters)    1118.13  (feet)  COMP
 GF0526  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 GF0526
 GF0526  VERT ORDER  -  SECOND    CLASS 0
 GF0526
 GF0526.The horizontal coordinates were scaled from a topographic map and have
 GF0526.an estimated accuracy of +/- 6 seconds.
 GF0526
 GF0526.The orthometric height was determined by differential leveling
 GF0526.and adjusted by the National Geodetic Survey in June 1991..
 GF0526
 GF0526.The geoid height was determined by GEOID03.
 GF0526
 GF0526.The dynamic height is computed by dividing the NAVD 88
 GF0526.geopotential number by the normal gravity value computed on the
 GF0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0526.degrees latitude (g = 980.6199 gals.).
 GF0526
 GF0526.The modeled gravity was interpolated from observed gravity values.
 GF0526
 GF0526;                    North         East    Units  Estimated Accuracy
 GF0526;SPC AR N     -   223,590.      259,630.      MT  (+/- 180 meters Scaled)
 GF0526
 GF0526                          SUPERSEDED SURVEY CONTROL
 GF0526
 GF0526  NGVD 29 (??/??/92)  340.974  (m)         1118.68   (f) ADJ UNCH    2 0
 GF0526
 GF0526.Superseded values are not recommended for survey control.
 GF0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0526.See file dsdata.txt to determine how the superseded data were derived.
 GF0526
 GF0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA494216(NAD 83)
 GF0526_MARKER: DB = BENCH MARK DISK
 GF0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0526_STAMPING: Z 145 1935
 GF0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0526+STABILITY: SURFACE MOTION
 GF0526
 GF0526  HISTORY     - Date     Condition        Report By
 GF0526  HISTORY     - 1935     MONUMENTED       CGS
 GF0526  HISTORY     - 1971     MARK NOT FOUND   USGS
 GF0526  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0526
 GF0526                          STATION DESCRIPTION
 GF0526
 GF0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0526'1.9 MI S FROM BERRYVILLE.
 GF0526'1.9 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT
 GF0526'BERRYVILLE, CARROLL COUNTY, 500 FEET NORTH OF THE BRIDGE OVER
 GF0526'THE OSAGE RIVER, 110 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GF0526'W.H. RHODES FARMHOUSE, 33 FEET WEST OF THE CENTERLINE OF THE
 GF0526'HIGHWAY, 17 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE
 GF0526'GARAGE, 16 FEET WEST OF A NORTHEAST FENCE CORNER, 12 FEET SOUTH
 GF0526'OF A 8-INCH OAK TREE, AND 1 1/2 FEET NORTH OF A FENCE.  A
 GF0526'STANDARD DISK, STAMPED Z 145 1935 AND SET IN THE TOP OF A
 GF0526'CONCRETE POST.
 GF0526
 GF0526                          STATION RECOVERY (1971)
 GF0526
 GF0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0526'MARK NOT FOUND.
 GF0526
 GF0526                          STATION RECOVERY (1987)
 GF0526
 GF0526'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0487 ***********************************************************************
 FG0487  DESIGNATION -  Z 146
 FG0487  PID         -  FG0487
 FG0487  STATE/COUNTY-  AR/CONWAY
 FG0487  USGS QUAD   -  CLEVELAND (1990)
 FG0487
 FG0487                         *CURRENT SURVEY CONTROL
 FG0487  ___________________________________________________________________
 FG0487* NAD 83(1986)-  35 27 37.     (N)    092 44 04.     (W)     SCALED    
 FG0487* NAVD 88     -       194.581  (meters)     638.39   (feet)  ADJUSTED  
 FG0487  ___________________________________________________________________
 FG0487  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FG0487  DYNAMIC HT  -         194.396 (meters)     637.78  (feet)  COMP
 FG0487  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 FG0487
 FG0487  VERT ORDER  -  SECOND    CLASS 0
 FG0487
 FG0487.The horizontal coordinates were scaled from a topographic map and have
 FG0487.an estimated accuracy of +/- 6 seconds.
 FG0487
 FG0487.The orthometric height was determined by differential leveling
 FG0487.and adjusted by the National Geodetic Survey in June 1991..
 FG0487
 FG0487.The geoid height was determined by GEOID03.
 FG0487
 FG0487.The dynamic height is computed by dividing the NAVD 88
 FG0487.geopotential number by the normal gravity value computed on the
 FG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0487.degrees latitude (g = 980.6199 gals.).
 FG0487
 FG0487.The modeled gravity was interpolated from observed gravity values.
 FG0487
 FG0487;                    North         East    Units  Estimated Accuracy
 FG0487;SPC AR N     -   125,270.      333,340.      MT  (+/- 180 meters Scaled)
 FG0487
 FG0487                          SUPERSEDED SURVEY CONTROL
 FG0487
 FG0487  NGVD 29 (??/??/92)  194.562  (m)          638.33   (f) ADJ UNCH    2 0
 FG0487
 FG0487.Superseded values are not recommended for survey control.
 FG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0487.See file dsdata.txt to determine how the superseded data were derived.
 FG0487
 FG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV240241(NAD 83)
 FG0487_MARKER: DB = BENCH MARK DISK
 FG0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0487_STAMPING: Z 146 1935
 FG0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0487+STABILITY: SURFACE MOTION
 FG0487
 FG0487  HISTORY     - Date     Condition        Report By
 FG0487  HISTORY     - 1935     MONUMENTED       CGS
 FG0487
 FG0487                          STATION DESCRIPTION
 FG0487
 FG0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0487'3.7 MI NW FROM CLEVELAND.
 FG0487'3.7 MILES NORTHWEST ALONG THE LOST CORNER ROAD FROM THE POST OFFICE AT
 FG0487'CLEVELAND, CONWAY COUNTY, 2 MILES SOUTH OF THE LEONARD BLAKE
 FG0487'FARMHOUSE, 0.2 MILE EAST OF THE TOP OF A RIDGE DENSELY OVERGROWN WITH
 FG0487'PINE AND OAK TREES, 0.1 MILE SOUTH OF A SMALL STREAM, 40 FEET WEST OF
 FG0487'THE CENTERLINE OF THE ROAD, 28 FEET WEST OF A 24-INCH BLAZED PINE
 FG0487'TREE, 5 FEET SOUTHWEST OF A 20-INCH PINE TREE, AND BETWEEN TWO PINE
 FG0487'TREES 10 FEET APART.  A STANDARD DISK, STAMPED Z 146 1935 AND SET IN
 FG0487'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0543 ***********************************************************************
 FG0543  DESIGNATION -  Z 147
 FG0543  PID         -  FG0543
 FG0543  STATE/COUNTY-  AR/VAN BUREN
 FG0543  USGS QUAD   -  BOTKINBURG (1965)
 FG0543
 FG0543                         *CURRENT SURVEY CONTROL
 FG0543  ___________________________________________________________________
 FG0543* NAD 83(1986)-  35 37 43.     (N)    092 34 50.     (W)     SCALED    
 FG0543* NAVD 88     -       411.030  (meters)    1348.52   (feet)  ADJUSTED  
 FG0543  ___________________________________________________________________
 FG0543  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FG0543  DYNAMIC HT  -         410.642 (meters)    1347.25  (feet)  COMP
 FG0543  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 FG0543
 FG0543  VERT ORDER  -  SECOND    CLASS 0
 FG0543
 FG0543.The horizontal coordinates were scaled from a topographic map and have
 FG0543.an estimated accuracy of +/- 6 seconds.
 FG0543
 FG0543.The orthometric height was determined by differential leveling
 FG0543.and adjusted by the National Geodetic Survey in June 1991..
 FG0543
 FG0543.The geoid height was determined by GEOID03.
 FG0543
 FG0543.The dynamic height is computed by dividing the NAVD 88
 FG0543.geopotential number by the normal gravity value computed on the
 FG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0543.degrees latitude (g = 980.6199 gals.).
 FG0543
 FG0543.The modeled gravity was interpolated from observed gravity values.
 FG0543
 FG0543;                    North         East    Units  Estimated Accuracy
 FG0543;SPC AR N     -   143,860.      347,410.      MT  (+/- 180 meters Scaled)
 FG0543
 FG0543                          SUPERSEDED SURVEY CONTROL
 FG0543
 FG0543  NGVD 29 (??/??/92)  410.937  (m)         1348.22   (f) ADJ UNCH    2 0
 FG0543
 FG0543.Superseded values are not recommended for survey control.
 FG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0543.See file dsdata.txt to determine how the superseded data were derived.
 FG0543
 FG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV379428(NAD 83)
 FG0543_MARKER: DB = BENCH MARK DISK
 FG0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0543_STAMPING: Z 147 1935
 FG0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0543+STABILITY: SURFACE MOTION
 FG0543
 FG0543  HISTORY     - Date     Condition        Report By
 FG0543  HISTORY     - 1935     MONUMENTED       CGS
 FG0543  HISTORY     - 1939     GOOD             NGS
 FG0543
 FG0543                          STATION DESCRIPTION
 FG0543
 FG0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FG0543'5.5 MI SE FROM COPELAND.
 FG0543'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF THE
 FG0543'DENNARD ROAD AT COPELAND, VAN BUREN COUNTY, 0.7 MILE NORTHWEST OF THE
 FG0543'POST OFFICE AT CRABTREE, 110 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FG0543'THE S. JOHNSON FARMHOUSE, 34 FEET EAST OF THE CENTERLINE OF THE
 FG0543'HIGHWAY, 52 FEET SOUTHEAST OF A SOUTHEAST FENCE CORNER, 48 FEET SOUTH
 FG0543'OF A SOUTHWEST FENCE CORNER, AND 2 1/2 FEET SOUTHEAST OF A 6-INCH
 FG0543'HICKORY TREE.  A STANDARD DISK, STAMPED Z 147 1935 AND SET IN THE TOP
 FG0543'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0085 ***********************************************************************
 FG0085  DESIGNATION -  Z 148
 FG0085  PID         -  FG0085
 FG0085  STATE/COUNTY-  AR/VAN BUREN
 FG0085  USGS QUAD   -  CLINTON (1981)
 FG0085
 FG0085                         *CURRENT SURVEY CONTROL
 FG0085  ___________________________________________________________________
 FG0085* NAD 83(1986)-  35 36 24.     (N)    092 28 40.     (W)     SCALED    
 FG0085* NAVD 88     -       260.742  (meters)     855.45   (feet)  ADJUSTED  
 FG0085  ___________________________________________________________________
 FG0085  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FG0085  DYNAMIC HT  -         260.501 (meters)     854.66  (feet)  COMP
 FG0085  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 FG0085
 FG0085  VERT ORDER  -  SECOND    CLASS 0
 FG0085
 FG0085.The horizontal coordinates were scaled from a topographic map and have
 FG0085.an estimated accuracy of +/- 6 seconds.
 FG0085
 FG0085.The orthometric height was determined by differential leveling
 FG0085.and adjusted by the National Geodetic Survey in June 1991..
 FG0085
 FG0085.The geoid height was determined by GEOID03.
 FG0085
 FG0085.The dynamic height is computed by dividing the NAVD 88
 FG0085.geopotential number by the normal gravity value computed on the
 FG0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0085.degrees latitude (g = 980.6199 gals.).
 FG0085
 FG0085.The modeled gravity was interpolated from observed gravity values.
 FG0085
 FG0085;                    North         East    Units  Estimated Accuracy
 FG0085;SPC AR N     -   141,370.      356,710.      MT  (+/- 180 meters Scaled)
 FG0085
 FG0085                          SUPERSEDED SURVEY CONTROL
 FG0085
 FG0085  NGVD 29 (??/??/92)  260.663  (m)          855.19   (f) ADJ UNCH    2 0
 FG0085
 FG0085.Superseded values are not recommended for survey control.
 FG0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0085.See file dsdata.txt to determine how the superseded data were derived.
 FG0085
 FG0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV472404(NAD 83)
 FG0085_MARKER: DB = BENCH MARK DISK
 FG0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0085_STAMPING: Z 148 1935
 FG0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0085+STABILITY: SURFACE MOTION
 FG0085
 FG0085  HISTORY     - Date     Condition        Report By
 FG0085  HISTORY     - 1935     MONUMENTED       CGS
 FG0085  HISTORY     - 1963     GOOD             NGS
 FG0085
 FG0085                          STATION DESCRIPTION
 FG0085
 FG0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FG0085'1.9 MI NW FROM CLINTON.
 FG0085'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 FG0085'CLINTON, VAN BUREN COUNTY, 70 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 FG0085'16, 51 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE OWNED BY J. S.
 FG0085'BURNETT, 8 FEET SOUTH OF A 10-INCH ELM TREE, AND 1.3 MILES WEST OF
 FG0085'HIGHWAY 65.  A STANDARD DISK, STAMPED Z 148 1935 AND SET IN THE TOP OF
 FG0085'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0626 ***********************************************************************
 FG0626  DESIGNATION -  Z 149
 FG0626  PID         -  FG0626
 FG0626  STATE/COUNTY-  AR/SEARCY
 FG0626  USGS QUAD   -  WITTS SPRINGS (1980)
 FG0626
 FG0626                         *CURRENT SURVEY CONTROL
 FG0626  ___________________________________________________________________
 FG0626* NAD 83(1986)-  35 47 30.     (N)    092 45 24.     (W)     SCALED    
 FG0626* NAVD 88     -       492.590  (meters)    1616.11   (feet)  ADJUSTED  
 FG0626  ___________________________________________________________________
 FG0626  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FG0626  DYNAMIC HT  -         492.125 (meters)    1614.58  (feet)  COMP
 FG0626  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FG0626
 FG0626  VERT ORDER  -  SECOND    CLASS 0
 FG0626
 FG0626.The horizontal coordinates were scaled from a topographic map and have
 FG0626.an estimated accuracy of +/- 6 seconds.
 FG0626
 FG0626.The orthometric height was determined by differential leveling
 FG0626.and adjusted by the National Geodetic Survey in June 1991..
 FG0626
 FG0626.The geoid height was determined by GEOID03.
 FG0626
 FG0626.The dynamic height is computed by dividing the NAVD 88
 FG0626.geopotential number by the normal gravity value computed on the
 FG0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0626.degrees latitude (g = 980.6199 gals.).
 FG0626
 FG0626.The modeled gravity was interpolated from observed gravity values.
 FG0626
 FG0626;                    North         East    Units  Estimated Accuracy
 FG0626;SPC AR N     -   162,050.      331,600.      MT  (+/- 180 meters Scaled)
 FG0626
 FG0626                          SUPERSEDED SURVEY CONTROL
 FG0626
 FG0626  NGVD 29 (??/??/92)  492.486  (m)         1615.76   (f) ADJ UNCH    2 0
 FG0626
 FG0626.Superseded values are not recommended for survey control.
 FG0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0626.See file dsdata.txt to determine how the superseded data were derived.
 FG0626
 FG0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV219608(NAD 83)
 FG0626_MARKER: DB = BENCH MARK DISK
 FG0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0626_STAMPING: Z 149 1935
 FG0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0626+STABILITY: SURFACE MOTION
 FG0626
 FG0626  HISTORY     - Date     Condition        Report By
 FG0626  HISTORY     - 1935     MONUMENTED       CGS
 FG0626
 FG0626                          STATION DESCRIPTION
 FG0626
 FG0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0626'1.5 MI NW FROM IMO.
 FG0626'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 FG0626'IMO, SEARCY COUNTY, 78 FEET EAST OF THE SOUTHEAST CORNER OF THE OMER
 FG0626'HOUSELY FARMHOUSE, 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 59
 FG0626'FEET EAST OF A SOUTHEAST YARD CORNER, 21 FEET NORTH OF A FENCE, 4 FEET
 FG0626'NORTH OF A SMALL OAK TREE, AND 5 FEET HIGHER THAN THE ROAD.  A
 FG0626'STANDARD DISK, STAMPED Z 149 1935 AND SET IN THE TOP OF A CONCRETE
 FG0626'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0570 ***********************************************************************
 FF0570  DESIGNATION -  Z 15
 FF0570  PID         -  FF0570
 FF0570  STATE/COUNTY-  AR/CROSS
 FF0570  USGS QUAD   -  HAMLIN (1984)
 FF0570
 FF0570                         *CURRENT SURVEY CONTROL
 FF0570  ___________________________________________________________________
 FF0570* NAD 83(1986)-  35 14 21.     (N)    090 59 13.     (W)     SCALED    
 FF0570* NAVD 88     -        65.088  (meters)     213.54   (feet)  ADJUSTED  
 FF0570  ___________________________________________________________________
 FF0570  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0570  DYNAMIC HT  -          65.029 (meters)     213.35  (feet)  COMP
 FF0570  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FF0570
 FF0570  VERT ORDER  -  FIRST     CLASS II
 FF0570
 FF0570.The horizontal coordinates were scaled from a topographic map and have
 FF0570.an estimated accuracy of +/- 6 seconds.
 FF0570
 FF0570.The orthometric height was determined by differential leveling
 FF0570.and adjusted by the National Geodetic Survey in June 1991..
 FF0570.WARNING-Repeat measurements at this control monument indicate possible
 FF0570.vertical movement.
 FF0570
 FF0570.The geoid height was determined by GEOID03.
 FF0570
 FF0570.The dynamic height is computed by dividing the NAVD 88
 FF0570.geopotential number by the normal gravity value computed on the
 FF0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0570.degrees latitude (g = 980.6199 gals.).
 FF0570
 FF0570.The modeled gravity was interpolated from observed gravity values.
 FF0570
 FF0570;                    North         East    Units  Estimated Accuracy
 FF0570;SPC AR N     -   100,970.      492,200.      MT  (+/- 180 meters Scaled)
 FF0570
 FF0570                          SUPERSEDED SURVEY CONTROL
 FF0570
 FF0570  NGVD 29 (??/??/??)   65.052  (m)          213.42   (f) ADJUSTED    1 2
 FF0570
 FF0570.Superseded values are not recommended for survey control.
 FF0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0570.See file dsdata.txt to determine how the superseded data were derived.
 FF0570
 FF0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV831014(NAD 83)
 FF0570_MARKER: DB = BENCH MARK DISK
 FF0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0570_STAMPING: 231.254 Z 15 1932
 FF0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0570+STABILITY: SURFACE MOTION
 FF0570
 FF0570  HISTORY     - Date     Condition        Report By
 FF0570  HISTORY     - 1932     MONUMENTED       CGS
 FF0570  HISTORY     - 1956     GOOD             CGS
 FF0570  HISTORY     - 1981     MARK NOT FOUND   USGS
 FF0570
 FF0570                          STATION DESCRIPTION
 FF0570
 FF0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0570'2.5 MI E FROM FAIROAKS.
 FF0570'ABOUT 2.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0570'STATION AT FAIROAKS, AT A NORTH-SOUTH ROAD CROSSING, 45 1/2 FEET
 FF0570'NORTH OF NORTH RAIL, 56 FEET WEST OF CENTER LINE OF ROAD, 76
 FF0570'FEET NORTHWEST OF CENTER OF CROSSING, 105 FEET EAST OF TELEPHONE
 FF0570'POLE NO. 321/10, 74 FEET NORTHEAST OF NORTHEAST CORNER OF
 FF0570'CONCRETE BRIDGE NO. 321.3, 37 1/2 FEET WEST OF WEST END OF A
 FF0570'40-INCH TILE PIPE CULVERT UNDER GRAVEL ROAD, 18.3 FEET WEST OF
 FF0570'A FENCE CORNER, 3 FEET SOUTH OF A FENCE LINE, ABOUT 7 FEET
 FF0570'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FF0570'FLUSH WITH WITH GROUND.
 FF0570
 FF0570                          STATION RECOVERY (1981)
 FF0570
 FF0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FF0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0740 ***********************************************************************
 EJ0740  DESIGNATION -  Z 151
 EJ0740  PID         -  EJ0740
 EJ0740  STATE/COUNTY-  AR/HOT SPRING
 EJ0740  USGS QUAD   -  SOCIAL HILL (1978)
 EJ0740
 EJ0740                         *CURRENT SURVEY CONTROL
 EJ0740  ___________________________________________________________________
 EJ0740* NAD 83(1986)-  34 17 50.     (N)    092 57 52.     (W)     SCALED    
 EJ0740* NAVD 88     -       138.980  (meters)     455.97   (feet)  ADJUSTED  
 EJ0740  ___________________________________________________________________
 EJ0740  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EJ0740  DYNAMIC HT  -         138.845 (meters)     455.53  (feet)  COMP
 EJ0740  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 EJ0740
 EJ0740  VERT ORDER  -  SECOND    CLASS 0
 EJ0740
 EJ0740.The horizontal coordinates were scaled from a topographic map and have
 EJ0740.an estimated accuracy of +/- 6 seconds.
 EJ0740
 EJ0740.The orthometric height was determined by differential leveling
 EJ0740.and adjusted by the National Geodetic Survey in June 1991..
 EJ0740
 EJ0740.The geoid height was determined by GEOID03.
 EJ0740
 EJ0740.The dynamic height is computed by dividing the NAVD 88
 EJ0740.geopotential number by the normal gravity value computed on the
 EJ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0740.degrees latitude (g = 980.6199 gals.).
 EJ0740
 EJ0740.The modeled gravity was interpolated from observed gravity values.
 EJ0740
 EJ0740;                    North         East    Units  Estimated Accuracy
 EJ0740;SPC AR S     -   581,270.      311,220.      MT  (+/- 180 meters Scaled)
 EJ0740
 EJ0740                          SUPERSEDED SURVEY CONTROL
 EJ0740
 EJ0740  NGVD 29 (??/??/92)  138.989  (m)          456.00   (f) ADJ UNCH    2 0
 EJ0740
 EJ0740.Superseded values are not recommended for survey control.
 EJ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0740.See file dsdata.txt to determine how the superseded data were derived.
 EJ0740
 EJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT032951(NAD 83)
 EJ0740_MARKER: DB = BENCH MARK DISK
 EJ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0740_STAMPING: Z 151 1935
 EJ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0740+STABILITY: SURFACE MOTION
 EJ0740
 EJ0740  HISTORY     - Date     Condition        Report By
 EJ0740  HISTORY     - 1935     MONUMENTED       CGS
 EJ0740  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0740
 EJ0740                          STATION DESCRIPTION
 EJ0740
 EJ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0740'7.9 MI NW FROM DONALDSON.
 EJ0740'7.9 MILES NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION AT
 EJ0740'DONALDSON, ALONG ANTIOCH ROAD, 1.6 MILES SOUTH OF THE ANTIOCH SCHOOL,
 EJ0740'120 FEET SOUTH OF THE JUNCTION OF A DIM ROAD LEADING EAST, AT THE
 EJ0740'SUMMIT OF A RIDGE AT AN ABANDONED FARMYARD, AND 26.5 FEET WEST OF THE
 EJ0740'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Z 151 1935 AND SET
 EJ0740'IN THE TOP OF A CONCRETE POST.
 EJ0740
 EJ0740                          STATION RECOVERY (1975)
 EJ0740
 EJ0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EJ0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0423 ***********************************************************************
 GF0423  DESIGNATION -  Z 152
 GF0423  PID         -  GF0423
 GF0423  STATE/COUNTY-  AR/NEWTON
 GF0423  USGS QUAD   -  PONCA (1967)
 GF0423
 GF0423                         *CURRENT SURVEY CONTROL
 GF0423  ___________________________________________________________________
 GF0423* NAD 83(1986)-  36 00 19.     (N)    093 18 01.     (W)     SCALED    
 GF0423* NAVD 88     -       643.307  (meters)    2110.58   (feet)  ADJUSTED  
 GF0423  ___________________________________________________________________
 GF0423  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GF0423  DYNAMIC HT  -         642.700 (meters)    2108.59  (feet)  COMP
 GF0423  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 GF0423
 GF0423  VERT ORDER  -  SECOND    CLASS 0
 GF0423
 GF0423.The horizontal coordinates were scaled from a topographic map and have
 GF0423.an estimated accuracy of +/- 6 seconds.
 GF0423
 GF0423.The orthometric height was determined by differential leveling
 GF0423.and adjusted by the National Geodetic Survey in June 1991..
 GF0423
 GF0423.The geoid height was determined by GEOID03.
 GF0423
 GF0423.The dynamic height is computed by dividing the NAVD 88
 GF0423.geopotential number by the normal gravity value computed on the
 GF0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0423.degrees latitude (g = 980.6199 gals.).
 GF0423
 GF0423.The modeled gravity was interpolated from observed gravity values.
 GF0423
 GF0423;                    North         East    Units  Estimated Accuracy
 GF0423;SPC AR N     -   186,270.      282,780.      MT  (+/- 180 meters Scaled)
 GF0423
 GF0423                          SUPERSEDED SURVEY CONTROL
 GF0423
 GF0423  NGVD 29 (??/??/92)  643.192  (m)         2110.21   (f) ADJ UNCH    2 0
 GF0423
 GF0423.Superseded values are not recommended for survey control.
 GF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0423.See file dsdata.txt to determine how the superseded data were derived.
 GF0423
 GF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV729845(NAD 83)
 GF0423_MARKER: DB = BENCH MARK DISK
 GF0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0423_STAMPING: Z 152 1935
 GF0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0423+STABILITY: SURFACE MOTION
 GF0423
 GF0423  HISTORY     - Date     Condition        Report By
 GF0423  HISTORY     - 1935     MONUMENTED       CGS
 GF0423
 GF0423                          STATION DESCRIPTION
 GF0423
 GF0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0423'0.5 MI S FROM PONCA.
 GF0423'0.5 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 GF0423'PONCA, NEWTON COUNTY, 5.1 MILES EAST ALONG THE JASPER-PONCA
 GF0423'ROAD, IN THE SOUTHWEST CORNER OF THE MRS. JANEY KILGORE YARD,
 GF0423'37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HER HOUSE, 27 FEET
 GF0423'EAST OF THE CENTERLINE OF THE PONCA-JASPER ROAD, 12 FEET NORTHEAST
 GF0423'OF THE SOUTHWEST CORNER OF A YARD FENCE, AND 1 FOOT EAST OF A
 GF0423'FENCE.  A STANDARD DISK, STAMPED Z 152 1935 AND SET IN THE TOP
 GF0423'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0793 ***********************************************************************
 FG0793  DESIGNATION -  Z 156
 FG0793  PID         -  FG0793
 FG0793  STATE/COUNTY-  AR/NEWTON
 FG0793  USGS QUAD   -  PARTHENON (1980)
 FG0793
 FG0793                         *CURRENT SURVEY CONTROL
 FG0793  ___________________________________________________________________
 FG0793* NAD 83(1986)-  35 59 28.     (N)    093 12 16.     (W)     SCALED    
 FG0793* NAVD 88     -       269.936  (meters)     885.62   (feet)  ADJUSTED  
 FG0793  ___________________________________________________________________
 FG0793  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FG0793  DYNAMIC HT  -         269.690 (meters)     884.81  (feet)  COMP
 FG0793  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FG0793
 FG0793  VERT ORDER  -  SECOND    CLASS 0
 FG0793
 FG0793.The horizontal coordinates were scaled from a topographic map and have
 FG0793.an estimated accuracy of +/- 6 seconds.
 FG0793
 FG0793.The orthometric height was determined by differential leveling
 FG0793.and adjusted by the National Geodetic Survey in June 1991..
 FG0793
 FG0793.The geoid height was determined by GEOID03.
 FG0793
 FG0793.The dynamic height is computed by dividing the NAVD 88
 FG0793.geopotential number by the normal gravity value computed on the
 FG0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0793.degrees latitude (g = 980.6199 gals.).
 FG0793
 FG0793.The modeled gravity was interpolated from observed gravity values.
 FG0793
 FG0793;                    North         East    Units  Estimated Accuracy
 FG0793;SPC AR N     -   184,580.      291,400.      MT  (+/- 180 meters Scaled)
 FG0793
 FG0793                          SUPERSEDED SURVEY CONTROL
 FG0793
 FG0793  NGVD 29 (??/??/92)  269.838  (m)          885.29   (f) ADJ UNCH    2 0
 FG0793
 FG0793.Superseded values are not recommended for survey control.
 FG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0793.See file dsdata.txt to determine how the superseded data were derived.
 FG0793
 FG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV815829(NAD 83)
 FG0793_MARKER: DB = BENCH MARK DISK
 FG0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0793_STAMPING: Z 156 1935
 FG0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0793+STABILITY: SURFACE MOTION
 FG0793
 FG0793  HISTORY     - Date     Condition        Report By
 FG0793  HISTORY     - 1935     MONUMENTED       CGS
 FG0793  HISTORY     - 1940     POOR             NGS
 FG0793
 FG0793                          STATION DESCRIPTION
 FG0793
 FG0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FG0793'1.7 MI SW FROM JASPER.
 FG0793'1.7 MILES SOUTHWEST ALONG THE PARTHENON ROAD FROM THE COURTHOUSE AT
 FG0793'JASPER, NEWTON COUNTY, AT THE HARRY WHITAKER FARMHOUSE ON THE DR.
 FG0793'HUDSON FARM, 82 FEET NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 25
 FG0793'FEET EAST OF THE NORTHEAST END OF A GATE, 35 FEET SOUTHEAST OF THE
 FG0793'CENTERLINE OF THE ROAD, 13 FEET SOUTHEAST OF A FENCE, AND 7 FEET
 FG0793'SOUTHWEST OF A 10-INCH OAK TREE.  A STANDARD DISK, STAMPED Z 156 1935
 FG0793'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0448 ***********************************************************************
 GF0448  DESIGNATION -  Z 157
 GF0448  PID         -  GF0448
 GF0448  STATE/COUNTY-  AR/CARROLL
 GF0448  USGS QUAD   -  OSAGE (1968)
 GF0448
 GF0448                         *CURRENT SURVEY CONTROL
 GF0448  ___________________________________________________________________
 GF0448* NAD 83(1986)-  36 13 16.     (N)    093 27 26.     (W)     SCALED    
 GF0448* NAVD 88     -       571.887  (meters)    1876.27   (feet)  ADJUSTED  
 GF0448  ___________________________________________________________________
 GF0448  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GF0448  DYNAMIC HT  -         571.370 (meters)    1874.57  (feet)  COMP
 GF0448  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 GF0448
 GF0448  VERT ORDER  -  SECOND    CLASS 0
 GF0448
 GF0448.The horizontal coordinates were scaled from a topographic map and have
 GF0448.an estimated accuracy of +/- 6 seconds.
 GF0448
 GF0448.The orthometric height was determined by differential leveling
 GF0448.and adjusted by the National Geodetic Survey in June 1991..
 GF0448
 GF0448.The geoid height was determined by GEOID03.
 GF0448
 GF0448.The dynamic height is computed by dividing the NAVD 88
 GF0448.geopotential number by the normal gravity value computed on the
 GF0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0448.degrees latitude (g = 980.6199 gals.).
 GF0448
 GF0448.The modeled gravity was interpolated from observed gravity values.
 GF0448
 GF0448;                    North         East    Units  Estimated Accuracy
 GF0448;SPC AR N     -   210,410.      268,980.      MT  (+/- 180 meters Scaled)
 GF0448
 GF0448                          SUPERSEDED SURVEY CONTROL
 GF0448
 GF0448  NGVD 29 (??/??/92)  571.763  (m)         1875.86   (f) ADJ UNCH    2 0
 GF0448
 GF0448.Superseded values are not recommended for survey control.
 GF0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0448.See file dsdata.txt to determine how the superseded data were derived.
 GF0448
 GF0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA589085(NAD 83)
 GF0448_MARKER: DB = BENCH MARK DISK
 GF0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0448_STAMPING: Z 157 1935
 GF0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0448+STABILITY: SURFACE MOTION
 GF0448
 GF0448  HISTORY     - Date     Condition        Report By
 GF0448  HISTORY     - 1935     MONUMENTED       CGS
 GF0448
 GF0448                          STATION DESCRIPTION
 GF0448
 GF0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0448'0.7 MI E FROM RUDD.
 GF0448'0.7 MILE EAST ALONG THE RUDD-OSAGE ROAD FROM THE POST OFFICE
 GF0448'AT RUDD, CARROLL COUNTY, 1.9 MILES NORTH ALONG THE GREEN FOREST
 GF0448'ROAD, 45 FEET NORTH OF THE NORTHEAST CORNER OF THE F.W. WALDORF
 GF0448'FARMHOUSE, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 6 FEET
 GF0448'WEST OF THE NORTHEAST CORNER OF A YARDS FENCE, 4 FEET EAST OF A
 GF0448'YARD GATE, AND 1 FOOT NORTH OF AN EAST-AND-WEST FENCE.  A
 GF0448'STANDARD DISK, STAMPED Z 157 1935 AND SET IN THE TOP OF A CONCRETE
 GF0448'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0449 ***********************************************************************
 GF0449  DESIGNATION -  Z 157 RESET
 GF0449  PID         -  GF0449
 GF0449  STATE/COUNTY-  AR/CARROLL
 GF0449  USGS QUAD   -  OSAGE (1968)
 GF0449
 GF0449                         *CURRENT SURVEY CONTROL
 GF0449  ___________________________________________________________________
 GF0449* NAD 83(1986)-  36 13 16.     (N)    093 27 26.     (W)     SCALED    
 GF0449* NAVD 88     -       572.67   (meters)    1878.8    (feet)  RESET     
 GF0449  ___________________________________________________________________
 GF0449  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GF0449
 GF0449  VERT ORDER  -  THIRD
 GF0449
 GF0449.The horizontal coordinates were scaled from a topographic map and have
 GF0449.an estimated accuracy of +/- 6 seconds.
 GF0449
 GF0449.The orthometric height was computed from unverified reset data.
 GF0449
 GF0449.The geoid height was determined by GEOID03.
 GF0449
 GF0449;                    North         East    Units  Estimated Accuracy
 GF0449;SPC AR N     -   210,410.      268,980.      MT  (+/- 180 meters Scaled)
 GF0449
 GF0449                          SUPERSEDED SURVEY CONTROL
 GF0449
 GF0449.No superseded survey control is available for this station.
 GF0449
 GF0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA589085(NAD 83)
 GF0449_MARKER: DB = BENCH MARK DISK
 GF0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0449_STAMPING: Z 157 RESET 1965
 GF0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0449+STABILITY: SURFACE MOTION
 GF0449
 GF0449  HISTORY     - Date     Condition        Report By
 GF0449  HISTORY     - 1965     MONUMENTED       USGS
 GF0449  HISTORY     - 1966     GOOD             NGS
 GF0449
 GF0449                          STATION DESCRIPTION
 GF0449
 GF0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GF0449'2.6 MI NE FROM RUDD.
 GF0449'ABOUT 0.7 MILES EAST ALONG THE RUDD-OSAGE ROAD FROM THE SITE
 GF0449'OF THE OLD POST OFFICE AT RUDD, THENCE ABOUT 1.9 MILES NORTH
 GF0449'ALONG STATE 103 FROM THE PRESENT STORE AT RUDD, 45 FEET WEST
 GF0449'OF THE ROAD, 39 FEET SOUTH OF SOUTHEAST CORNER OF THE W.E. LINDSEY
 GF0449'FARMHOUSE, 27 FEET SOUTHEAST OF A CONCRETE STORM CELLAR, 19
 GF0449'FEET WEST OF A YARD FENCE, 2 FEET NORTH OF A FENCE, 2 FEET WEST
 GF0449'OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0530 ***********************************************************************
 GF0530  DESIGNATION -  Z 158
 GF0530  PID         -  GF0530
 GF0530  STATE/COUNTY-  AR/CARROLL
 GF0530  USGS QUAD   -  GRANDVIEW (1972)
 GF0530
 GF0530                         *CURRENT SURVEY CONTROL
 GF0530  ___________________________________________________________________
 GF0530* NAD 83(1986)-  36 23 00.     (N)    093 34 03.     (W)     SCALED    
 GF0530* NAVD 88     -       371.639  (meters)    1219.29   (feet)  ADJUSTED  
 GF0530  ___________________________________________________________________
 GF0530  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GF0530  DYNAMIC HT  -         371.315 (meters)    1218.22  (feet)  COMP
 GF0530  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 GF0530
 GF0530  VERT ORDER  -  SECOND    CLASS 0
 GF0530
 GF0530.The horizontal coordinates were scaled from a topographic map and have
 GF0530.an estimated accuracy of +/- 6 seconds.
 GF0530
 GF0530.The orthometric height was determined by differential leveling
 GF0530.and adjusted by the National Geodetic Survey in June 1991..
 GF0530
 GF0530.The geoid height was determined by GEOID03.
 GF0530
 GF0530.The dynamic height is computed by dividing the NAVD 88
 GF0530.geopotential number by the normal gravity value computed on the
 GF0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0530.degrees latitude (g = 980.6199 gals.).
 GF0530
 GF0530.The modeled gravity was interpolated from observed gravity values.
 GF0530
 GF0530;                    North         East    Units  Estimated Accuracy
 GF0530;SPC AR N     -   228,560.      259,360.      MT  (+/- 180 meters Scaled)
 GF0530
 GF0530                          SUPERSEDED SURVEY CONTROL
 GF0530
 GF0530  NGVD 29 (??/??/92)  371.509  (m)         1218.86   (f) ADJ UNCH    2 0
 GF0530
 GF0530.Superseded values are not recommended for survey control.
 GF0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0530.See file dsdata.txt to determine how the superseded data were derived.
 GF0530
 GF0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA491266(NAD 83)
 GF0530_MARKER: DB = BENCH MARK DISK
 GF0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0530_STAMPING: Z 158 1935
 GF0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0530+STABILITY: SURFACE MOTION
 GF0530
 GF0530  HISTORY     - Date     Condition        Report By
 GF0530  HISTORY     - 1935     MONUMENTED       CGS
 GF0530
 GF0530                          STATION DESCRIPTION
 GF0530
 GF0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0530'1.4 MI N FROM BERRYVILLE.
 GF0530'1.4 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT
 GF0530'BERRYVILLE, CARROLL COUNTY, AT THE C.W. MOORE FARMHOUSE, 78
 GF0530'FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 50 FEET SOUTHEAST
 GF0530'OF THE SOUTHEAST CORNER OF THE GARAGE, 38 FEET WEST OF THE
 GF0530'CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF A SOUTHEAST FENCE
 GF0530'CORNER, AND 2 1/2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 GF0530'Z 158 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0521 ***********************************************************************
 GE0521  DESIGNATION -  Z 16 RESET
 GE0521  PID         -  GE0521
 GE0521  STATE/COUNTY-  AR/FULTON
 GE0521  USGS QUAD   -  SALEM KNOB (1984)
 GE0521
 GE0521                         *CURRENT SURVEY CONTROL
 GE0521  ___________________________________________________________________
 GE0521* NAD 83(1986)-  36 23 03.     (N)    091 48 34.     (W)     SCALED    
 GE0521* NAVD 88     -       198.15   (meters)     650.1    (feet)  RESET     
 GE0521  ___________________________________________________________________
 GE0521  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GE0521
 GE0521  VERT ORDER  -  THIRD
 GE0521
 GE0521.The horizontal coordinates were scaled from a topographic map and have
 GE0521.an estimated accuracy of +/- 6 seconds.
 GE0521
 GE0521.The orthometric height was computed from unverified reset data.
 GE0521.No vertical observational check was made to the station.
 GE0521
 GE0521.The geoid height was determined by GEOID03.
 GE0521
 GE0521;                    North         East    Units  Estimated Accuracy
 GE0521;SPC AR N     -   227,550.      417,100.      MT  (+/- 180 meters Scaled)
 GE0521
 GE0521                          SUPERSEDED SURVEY CONTROL
 GE0521
 GE0521  NGVD 29 (??/??/??)  198.03   (m)          649.7    (f) RESET       3  
 GE0521
 GE0521.Superseded values are not recommended for survey control.
 GE0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0521.See file dsdata.txt to determine how the superseded data were derived.
 GE0521
 GE0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA067272(NAD 83)
 GE0521_MARKER: DB = BENCH MARK DISK
 GE0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0521_SP_SET: BRIDGE
 GE0521_STAMPING: Z 16 RESET 1967
 GE0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0521
 GE0521  HISTORY     - Date     Condition        Report By
 GE0521  HISTORY     - 1967     MONUMENTED       ARHD
 GE0521
 GE0521                          STATION DESCRIPTION
 GE0521
 GE0521'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1967
 GE0521'1.4 MI NE FROM SALEM.
 GE0521'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM SALEM, AT
 GE0521'BRIDGE OVER SOUTH FORK CREEK, IN THE NORTHWEST END OF THE NORTHWEST
 GE0521'ABUTMENT OF THE NEW STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0999 ***********************************************************************
 EJ0999  DESIGNATION -  Z 161
 EJ0999  PID         -  EJ0999
 EJ0999  STATE/COUNTY-  AR/GARLAND
 EJ0999  USGS QUAD   -  AVANT (1975)
 EJ0999
 EJ0999                         *CURRENT SURVEY CONTROL
 EJ0999  ___________________________________________________________________
 EJ0999* NAD 83(1986)-  34 42 26.     (N)    093 20 16.     (W)     SCALED    
 EJ0999* NAVD 88     -       193.535  (meters)     634.96   (feet)  ADJUSTED  
 EJ0999  ___________________________________________________________________
 EJ0999  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EJ0999  DYNAMIC HT  -         193.340 (meters)     634.32  (feet)  COMP
 EJ0999  MODELED GRAV-     979,624.4   (mgal)                       NAVD 88
 EJ0999
 EJ0999  VERT ORDER  -  SECOND    CLASS 0
 EJ0999
 EJ0999.The horizontal coordinates were scaled from a topographic map and have
 EJ0999.an estimated accuracy of +/- 6 seconds.
 EJ0999
 EJ0999.The orthometric height was determined by differential leveling
 EJ0999.and adjusted by the National Geodetic Survey in June 1991..
 EJ0999
 EJ0999.The geoid height was determined by GEOID03.
 EJ0999
 EJ0999.The dynamic height is computed by dividing the NAVD 88
 EJ0999.geopotential number by the normal gravity value computed on the
 EJ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0999.degrees latitude (g = 980.6199 gals.).
 EJ0999
 EJ0999.The modeled gravity was interpolated from observed gravity values.
 EJ0999
 EJ0999;                    North         East    Units  Estimated Accuracy
 EJ0999;SPC AR S     -   627,130.      277,450.      MT  (+/- 180 meters Scaled)
 EJ0999
 EJ0999                          SUPERSEDED SURVEY CONTROL
 EJ0999
 EJ0999  NGVD 29 (??/??/92)  193.492  (m)          634.82   (f) ADJ UNCH    2 0
 EJ0999
 EJ0999.Superseded values are not recommended for survey control.
 EJ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0999.See file dsdata.txt to determine how the superseded data were derived.
 EJ0999
 EJ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU690406(NAD 83)
 EJ0999_MARKER: DB = BENCH MARK DISK
 EJ0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0999_STAMPING: Z 161 1935
 EJ0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0999+STABILITY: SURFACE MOTION
 EJ0999
 EJ0999  HISTORY     - Date     Condition        Report By
 EJ0999  HISTORY     - 1935     MONUMENTED       CGS
 EJ0999  HISTORY     - 1935     GOOD             NGS
 EJ0999  HISTORY     - 19980425 GOOD             USPSQD
 EJ0999
 EJ0999                          STATION DESCRIPTION
 EJ0999
 EJ0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EJ0999'IN MT TABOR.
 EJ0999'AT MOUNT TABOR, GARLAND COUNTY, 300 FEET EAST OF THE PUBLIC SCHOOL, AT
 EJ0999'THE CHURCH, 66 FEET NORTH OF THE NORTHEAST CORNER, 36 FEET SOUTHWEST
 EJ0999'OF A WELL, AND 1.5 FEET SOUTHEAST OF A PICKET FENCE.  A STANDARD DISK,
 EJ0999'STAMPED Z 161 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0999
 EJ0999                          STATION RECOVERY (1998)
 EJ0999
 EJ0999'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1387 ***********************************************************************
 FF1387  DESIGNATION -  Z 164
 FF1387  PID         -  FF1387
 FF1387  STATE/COUNTY-  AR/WHITE
 FF1387  USGS QUAD   -  WALKER (1994)
 FF1387
 FF1387                         *CURRENT SURVEY CONTROL
 FF1387  ___________________________________________________________________
 FF1387* NAD 83(1986)-  35 06 35.     (N)    091 37 52.     (W)     SCALED    
 FF1387* NAVD 88     -        65.105  (meters)     213.60   (feet)  ADJUSTED  
 FF1387  ___________________________________________________________________
 FF1387  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1387  DYNAMIC HT  -          65.046 (meters)     213.41  (feet)  COMP
 FF1387  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 FF1387
 FF1387  VERT ORDER  -  FIRST     CLASS II
 FF1387
 FF1387.The horizontal coordinates were scaled from a topographic map and have
 FF1387.an estimated accuracy of +/- 6 seconds.
 FF1387
 FF1387.The orthometric height was determined by differential leveling
 FF1387.and adjusted by the National Geodetic Survey in June 1991..
 FF1387
 FF1387.The geoid height was determined by GEOID03.
 FF1387
 FF1387.The dynamic height is computed by dividing the NAVD 88
 FF1387.geopotential number by the normal gravity value computed on the
 FF1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1387.degrees latitude (g = 980.6199 gals.).
 FF1387
 FF1387.The modeled gravity was interpolated from observed gravity values.
 FF1387
 FF1387;                    North         East    Units  Estimated Accuracy
 FF1387;SPC AR N     -    86,200.      433,630.      MT  (+/- 180 meters Scaled)
 FF1387
 FF1387                          SUPERSEDED SURVEY CONTROL
 FF1387
 FF1387  NGVD 29 (??/??/??)   65.081  (m)          213.52   (f) ADJUSTED    1 2
 FF1387
 FF1387.Superseded values are not recommended for survey control.
 FF1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1387.See file dsdata.txt to determine how the superseded data were derived.
 FF1387
 FF1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU247860(NAD 83)
 FF1387_MARKER: DB = BENCH MARK DISK
 FF1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1387_STAMPING: Z 164 1955
 FF1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1387+STABILITY: SURFACE MOTION
 FF1387
 FF1387  HISTORY     - Date     Condition        Report By
 FF1387  HISTORY     - 1955     MONUMENTED       CGS
 FF1387  HISTORY     - 20030702 MARK NOT FOUND   USACE
 FF1387
 FF1387                          STATION DESCRIPTION
 FF1387
 FF1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1387'1.2 MI SE FROM GRIFFITHVILLE.
 FF1387'1.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF1387'RAILROAD FROM THE STATION AT GRIFFITHVILLE, 0.3 MILE NORTHWEST OF
 FF1387'A ROAD CROSSING, 145 FEET SOUTHEAST OF MILEPOST 26, 32.7 FEET
 FF1387'NORTHEAST OF THE NORTHEAST RAIL, 90 FEET SOUTHEAST OF THE NORTHEAST
 FF1387'END OF A CONCRETE CULVERT, 4 FEET NORTH OF A WITNESS POST, SET
 FF1387'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 FF1387'GROUND.
 FF1387
 FF1387                          STATION RECOVERY (2003)
 FF1387
 FF1387'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1603 ***********************************************************************
 FF1603  DESIGNATION -  Z 165
 FF1603  PID         -  FF1603
 FF1603  STATE/COUNTY-  AR/SHARP
 FF1603  USGS QUAD   -  CAVE CITY (1989)
 FF1603
 FF1603                         *CURRENT SURVEY CONTROL
 FF1603  ___________________________________________________________________
 FF1603* NAD 83(1986)-  35 59 26.     (N)    091 34 25.     (W)     SCALED    
 FF1603* NAVD 88     -       191.329  (meters)     627.72   (feet)  ADJUSTED  
 FF1603  ___________________________________________________________________
 FF1603  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FF1603  DYNAMIC HT  -         191.164 (meters)     627.18  (feet)  COMP
 FF1603  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 FF1603
 FF1603  VERT ORDER  -  SECOND    CLASS 0
 FF1603
 FF1603.The horizontal coordinates were scaled from a topographic map and have
 FF1603.an estimated accuracy of +/- 6 seconds.
 FF1603
 FF1603.The orthometric height was determined by differential leveling
 FF1603.and adjusted by the National Geodetic Survey in June 1991..
 FF1603
 FF1603.The geoid height was determined by GEOID03.
 FF1603
 FF1603.The dynamic height is computed by dividing the NAVD 88
 FF1603.geopotential number by the normal gravity value computed on the
 FF1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1603.degrees latitude (g = 980.6199 gals.).
 FF1603
 FF1603.The modeled gravity was interpolated from observed gravity values.
 FF1603
 FF1603;                    North         East    Units  Estimated Accuracy
 FF1603;SPC AR N     -   183,940.      438,450.      MT  (+/- 180 meters Scaled)
 FF1603
 FF1603                          SUPERSEDED SURVEY CONTROL
 FF1603
 FF1603  NGVD 29 (??/??/??)  191.247  (m)          627.45   (f) ADJUSTED    2 0
 FF1603
 FF1603.Superseded values are not recommended for survey control.
 FF1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1603.See file dsdata.txt to determine how the superseded data were derived.
 FF1603
 FF1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV285838(NAD 83)
 FF1603_MARKER: DB = BENCH MARK DISK
 FF1603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1603_SP_SET: CULVERT
 FF1603_STAMPING: Z 165 1955
 FF1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1603
 FF1603  HISTORY     - Date     Condition        Report By
 FF1603  HISTORY     - 1955     MONUMENTED       CGS
 FF1603
 FF1603                          STATION DESCRIPTION
 FF1603
 FF1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1603'4.4 MI NW FROM CAVE CITY.
 FF1603'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 FF1603'AT CAVE CITY, 96 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 FF1603'DRIVEWAY, 48 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FF1603'8 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 FF1603'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0646 ***********************************************************************
 GE0646  DESIGNATION -  Z 166
 GE0646  PID         -  GE0646
 GE0646  STATE/COUNTY-  AR/SHARP
 GE0646  USGS QUAD   -  EVENING SHADE (1961)
 GE0646
 GE0646                         *CURRENT SURVEY CONTROL
 GE0646  ___________________________________________________________________
 GE0646* NAD 83(1986)-  36 01 26.     (N)    091 35 25.     (W)     SCALED    
 GE0646* NAVD 88     -       170.632  (meters)     559.82   (feet)  ADJUSTED  
 GE0646  ___________________________________________________________________
 GE0646  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GE0646  DYNAMIC HT  -         170.485 (meters)     559.33  (feet)  COMP
 GE0646  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GE0646
 GE0646  VERT ORDER  -  SECOND    CLASS 0
 GE0646
 GE0646.The horizontal coordinates were scaled from a topographic map and have
 GE0646.an estimated accuracy of +/- 6 seconds.
 GE0646
 GE0646.The orthometric height was determined by differential leveling
 GE0646.and adjusted by the National Geodetic Survey in June 1991..
 GE0646
 GE0646.The geoid height was determined by GEOID03.
 GE0646
 GE0646.The dynamic height is computed by dividing the NAVD 88
 GE0646.geopotential number by the normal gravity value computed on the
 GE0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0646.degrees latitude (g = 980.6199 gals.).
 GE0646
 GE0646.The modeled gravity was interpolated from observed gravity values.
 GE0646
 GE0646;                    North         East    Units  Estimated Accuracy
 GE0646;SPC AR N     -   187,630.      436,930.      MT  (+/- 180 meters Scaled)
 GE0646
 GE0646                          SUPERSEDED SURVEY CONTROL
 GE0646
 GE0646  NGVD 29 (??/??/92)  170.546  (m)          559.53   (f) ADJ UNCH    2 0
 GE0646
 GE0646.Superseded values are not recommended for survey control.
 GE0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0646.See file dsdata.txt to determine how the superseded data were derived.
 GE0646
 GE0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV270875(NAD 83)
 GE0646_MARKER: DB = BENCH MARK DISK
 GE0646_SETTING: 66 = SET IN ROCK OUTCROP
 GE0646_SP_SET: ROCK OUTCROP
 GE0646_STAMPING: Z 166 1955
 GE0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0646+STABILITY: POSITION/ELEVATION WELL
 GE0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0646+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 GE0646
 GE0646  HISTORY     - Date     Condition        Report By
 GE0646  HISTORY     - 1955     MONUMENTED       CGS
 GE0646  HISTORY     - 20020419 GOOD             USACE
 GE0646
 GE0646                          STATION DESCRIPTION
 GE0646
 GE0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GE0646'4.2 MI S FROM EVENING SHADE.
 GE0646'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0646'EVENING SHADE, THENCE 3.9 MILES SOUTH ALONG STATE HIGHWAY 11,
 GE0646'0.35 MILE SOUTH OF THE TOP OF A HILL, 115 YARDS NORTH OF A
 GE0646'CONCRETE CULVERT, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GE0646'56.5 FEET SOUTH OF A FENCE CORNER, 7.5 FEET WEST OF A FENCE,
 GE0646'0.15 MILE SOUTH OF A SMALL WHITE HOUSE, 0.15 MILE SOUTH OF A
 GE0646'DIRT ROAD LEADING EAST, 0.5 FOOT ABOVE THE GROUND, SET IN THE
 GE0646'TOP OF A LIMESTONE OUTCROP.
 GE0646
 GE0646                          STATION RECOVERY (2002)
 GE0646
 GE0646'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5267 ***********************************************************************
 DG5267  DESIGNATION -  Z 166X
 DG5267  PID         -  DG5267
 DG5267  STATE/COUNTY-  AR/SHARP
 DG5267  USGS QUAD   -  EVENING SHADE (1961)
 DG5267
 DG5267                         *CURRENT SURVEY CONTROL
 DG5267  ___________________________________________________________________
 DG5267* NAD 83(1997)-  36 01 27.01406(N)    091 35 23.57069(W)     ADJUSTED  
 DG5267* NAVD 88     -       172.12   (meters)     564.7    (feet)  LEVELING  
 DG5267  ___________________________________________________________________
 DG5267  X           -    -143,290.600 (meters)                     COMP
 DG5267  Y           -  -5,162,550.298 (meters)                     COMP
 DG5267  Z           -   3,730,445.857 (meters)                     COMP
 DG5267  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 DG5267  ELLIP HEIGHT-         144.14  (meters)          (04/05/04) GPS OBS
 DG5267  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DG5267
 DG5267  HORZ ORDER  -  B
 DG5267  VERT ORDER  -  THIRD ?
 DG5267  ELLP ORDER  -  FOURTH    CLASS I
 DG5267
 DG5267.The horizontal coordinates were established by GPS observations
 DG5267.and adjusted by the National Geodetic Survey in April 2004..
 DG5267
 DG5267.The orthometric height was determined by differential leveling.
 DG5267.The vertical network tie was performed by a horz. field party for horz.
 DG5267.obs reductions. Reset procedures were used to establish the elevation.
 DG5267
 DG5267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5267
 DG5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5267
 DG5267.The ellipsoidal height was determined by GPS observations
 DG5267.and is referenced to NAD 83.
 DG5267
 DG5267.The geoid height was determined by GEOID03.
 DG5267
 DG5267;                    North         East     Units Scale Factor Converg.
 DG5267;SPC AR N     -   187,664.419   436,965.189   MT  0.99996534   +0 14 19.1
 DG5267;SPC AR N     -   615,695.68  1,433,609.96   sFT  0.99996534   +0 14 19.1
 DG5267;UTM  15      - 3,987,548.973   627,055.892   MT  0.99979891   +0 49 46.0
 DG5267
 DG5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5267!SPC AR N     -   0.99997738  x   0.99996534  =   0.99994272
 DG5267!UTM  15      -   0.99997738  x   0.99979891  =   0.99977629
 DG5267
 DG5267                          SUPERSEDED SURVEY CONTROL
 DG5267
 DG5267.No superseded survey control is available for this station.
 DG5267
 DG5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2705687549(NAD 83)
 DG5267_MARKER: F = FLANGE-ENCASED ROD
 DG5267_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5267+WITH SETTING: INFORMATION.
 DG5267_STAMPING: Z 166X 2002
 DG5267_MARK LOGO: USACE 
 DG5267_PROJECTION: FLUSH
 DG5267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5267+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2002
 DG5267_ROD/PIPE-DEPTH:  2.1 meters
 DG5267
 DG5267  HISTORY     - Date     Condition        Report By
 DG5267  HISTORY     - 20020608 MONUMENTED       EMCINC
 DG5267
 DG5267                          STATION DESCRIPTION
 DG5267
 DG5267'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5267'THE MARK IS LOCATED 5.2 KILOMETERS (3.2 MILES) SOUTH, SOUTHEAST OF
 DG5267'EVENING SHADE, ARKANSAS AND 8.9 KILOMETERS (5.5 MILES) NORTH,
 DG5267'NORTHWEST OF CAVE CITY, ARKANSAS.TO REACH THE MARK FROM THE
 DG5267'INTERSECTION OF STATE ROAD 56 AND U.S. HIGHWAY 167 ON THE SOUTH SIDE
 DG5267'OF EVENING SHADE, ARKANSAS, PROCEED SOUTH ON U.S. 167 FOR 5.16
 DG5267'KILOMETERS (3.2 MILES) TO THE MARK ON THE LEFT, ON THE EAST SHOULDER
 DG5267'OF U.S. 167.THE MARK IS 33.6 METERS (110.2 FEET) EAST, NORTHEAST OF
 DG5267'BENCHMARK Z 166, 10.3 METERS (33.8 FEET) EAST OF THE CENTER OF U.S.
 DG5267'HIGHWAY 167, 20.8 METERS (68.3 FEET) WEST, SOUTHWEST OF A 10 INCH
 DG5267'CEDAR TREE AT A FENCE CORNER WITH A CARSONITE WITNESS POST.THE MARK IS
 DG5267'A U.S. ARMY CORPS OF ENGINEERS BRONZE DISC SET FLUSH ON A ROCK
 DG5267'OUTCROP.
 DG5267' 
 DG5267'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1131 ***********************************************************************
 EH1131  DESIGNATION -  Z 167
 EH1131  PID         -  EH1131
 EH1131  STATE/COUNTY-  AR/MONROE
 EH1131  USGS QUAD   -  KEEVIL (1971)
 EH1131
 EH1131                         *CURRENT SURVEY CONTROL
 EH1131  ___________________________________________________________________
 EH1131* NAD 83(1986)-  34 52 28.     (N)    091 14 16.     (W)     SCALED    
 EH1131* NAVD 88     -        54.223  (meters)     177.90   (feet)  ADJUSTED  
 EH1131  ___________________________________________________________________
 EH1131  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1131  DYNAMIC HT  -          54.173 (meters)     177.73  (feet)  COMP
 EH1131  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 EH1131
 EH1131  VERT ORDER  -  FIRST     CLASS II
 EH1131
 EH1131.The horizontal coordinates were scaled from a topographic map and have
 EH1131.an estimated accuracy of +/- 6 seconds.
 EH1131
 EH1131.The orthometric height was determined by differential leveling
 EH1131.and adjusted by the National Geodetic Survey in June 1991..
 EH1131
 EH1131.The geoid height was determined by GEOID03.
 EH1131
 EH1131.The dynamic height is computed by dividing the NAVD 88
 EH1131.geopotential number by the normal gravity value computed on the
 EH1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1131.degrees latitude (g = 980.6199 gals.).
 EH1131
 EH1131.The modeled gravity was interpolated from observed gravity values.
 EH1131
 EH1131;                    North         East    Units  Estimated Accuracy
 EH1131;SPC AR S     -   645,140.      469,690.      MT  (+/- 180 meters Scaled)
 EH1131
 EH1131                          SUPERSEDED SURVEY CONTROL
 EH1131
 EH1131  NGVD 29 (??/??/??)   54.225  (m)          177.90   (f) ADJUSTED    1 2
 EH1131
 EH1131.Superseded values are not recommended for survey control.
 EH1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1131.See file dsdata.txt to determine how the superseded data were derived.
 EH1131
 EH1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU610605(NAD 83)
 EH1131_MARKER: DB = BENCH MARK DISK
 EH1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1131_STAMPING: Z 167 1955
 EH1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1131+STABILITY: SURFACE MOTION
 EH1131
 EH1131  HISTORY     - Date     Condition        Report By
 EH1131  HISTORY     - 1955     MONUMENTED       CGS
 EH1131
 EH1131                          STATION DESCRIPTION
 EH1131
 EH1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1131'2.85 MI SW FROM BRINKLEY.
 EH1131'ABOUT 2.85 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EH1131'RAILROAD FROM THE UNION STATION AT BRINKLEY, ABOUT 105 YARDS SOUTHWEST
 EH1131'OF MILE POLE 72, ABOUT 0.3 MILE SOUTHWEST OF A GRAVEL ROAD CROSSING,
 EH1131'96 FEET NORTHWEST OF NORTHWEST RAIL, DIRECTLY ACROSS TRACK FROM
 EH1131'TELEPHONE POLE NO. 3044, 2 FEET EAST OF A FENCE CORNER, 1 1/2 FEET
 EH1131'SOUTHEAST OF A LENGTH OF RAIL SET IN GROUND AND PROJECTING ABOUT 3 1/2
 EH1131'FEET, 63 FEET WEST OF THE SECOND TELEPHONE POLE SOUTHWEST OF MILE POST
 EH1131'72, ABOUT 7 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 EH1131'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1201 ***********************************************************************
 EH1201  DESIGNATION -  Z 168
 EH1201  PID         -  EH1201
 EH1201  STATE/COUNTY-  AR/MONROE
 EH1201  USGS QUAD   -  CLARENDON (1968)
 EH1201
 EH1201                         *CURRENT SURVEY CONTROL
 EH1201  ___________________________________________________________________
 EH1201* NAD 83(1986)-  34 38 38.     (N)    091 22 24.     (W)     SCALED    
 EH1201* NAVD 88     -        55.386  (meters)     181.71   (feet)  ADJUSTED  
 EH1201  ___________________________________________________________________
 EH1201  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EH1201  DYNAMIC HT  -          55.333 (meters)     181.54  (feet)  COMP
 EH1201  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 EH1201
 EH1201  VERT ORDER  -  FIRST     CLASS II
 EH1201
 EH1201.The horizontal coordinates were scaled from a topographic map and have
 EH1201.an estimated accuracy of +/- 6 seconds.
 EH1201
 EH1201.The orthometric height was determined by differential leveling
 EH1201.and adjusted by the National Geodetic Survey in June 1991..
 EH1201
 EH1201.The geoid height was determined by GEOID03.
 EH1201
 EH1201.The dynamic height is computed by dividing the NAVD 88
 EH1201.geopotential number by the normal gravity value computed on the
 EH1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1201.degrees latitude (g = 980.6199 gals.).
 EH1201
 EH1201.The modeled gravity was interpolated from observed gravity values.
 EH1201
 EH1201;                    North         East    Units  Estimated Accuracy
 EH1201;SPC AR S     -   619,480.      457,450.      MT  (+/- 180 meters Scaled)
 EH1201
 EH1201                          SUPERSEDED SURVEY CONTROL
 EH1201
 EH1201  NGVD 29 (??/??/??)   55.410  (m)          181.79   (f) ADJUSTED    1 2
 EH1201
 EH1201.Superseded values are not recommended for survey control.
 EH1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1201.See file dsdata.txt to determine how the superseded data were derived.
 EH1201
 EH1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU490347(NAD 83)
 EH1201_MARKER: DB = BENCH MARK DISK
 EH1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1201_STAMPING: Z 168 1955
 EH1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1201+STABILITY: SURFACE MOTION
 EH1201
 EH1201  HISTORY     - Date     Condition        Report By
 EH1201  HISTORY     - 1955     MONUMENTED       CGS
 EH1201  HISTORY     - 1966     MARK NOT FOUND   USGS
 EH1201
 EH1201                          STATION DESCRIPTION
 EH1201
 EH1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1201'1.15 MI NE FROM ROE.
 EH1201'ABOUT 1.15 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 EH1201'FROM THE STATION SIGN AT ROE, ABOUT 578 YARDS SOUTHWEST OF MILE POLE
 EH1201'219, BETWEEN THE 9TH AND 10TH TELEPHONE POLES SOUTHWEST OF MILE POST,
 EH1201'175 FEET WEST-SOUTHWEST OF CENTER OF WOODS ROAD CROSSING, 46 FEET
 EH1201'NORTHWEST OF NORTHWEST RAIL, 4 1/2 FEET NORTHEAST OF A FENCE CORNER,
 EH1201'184 FEET SOUTHWEST OF CENTER OF A GATE IN FENCE LINE, 2 FEET SOUTHEAST
 EH1201'OF A FENCE LINE, 24 1/2 FEET NORTHWEST OF NORTHWEST END OF AN 18-INCH
 EH1201'CORRUGATED PIPE CULVERT UNDER TRACK, ABOUT 9 FEET BELOW LEVEL OF TRACK
 EH1201'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. NOTE--
 EH1201'FOUND PART OF CEMENT BUT NO POST.
 EH1201
 EH1201                          STATION RECOVERY (1966)
 EH1201
 EH1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EH1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0601 ***********************************************************************
 FF0601  DESIGNATION -  Z 169
 FF0601  PID         -  FF0601
 FF0601  STATE/COUNTY-  AR/ST FRANCIS
 FF0601  USGS QUAD   -  FORREST CITY (1976)
 FF0601
 FF0601                         *CURRENT SURVEY CONTROL
 FF0601  ___________________________________________________________________
 FF0601* NAD 83(1986)-  35 00 29.     (N)    090 46 59.     (W)     SCALED    
 FF0601* NAVD 88     -        91.829  (meters)     301.28   (feet)  ADJUSTED  
 FF0601  ___________________________________________________________________
 FF0601  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FF0601  DYNAMIC HT  -          91.746 (meters)     301.00  (feet)  COMP
 FF0601  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FF0601
 FF0601  VERT ORDER  -  FIRST     CLASS II
 FF0601
 FF0601.The horizontal coordinates were scaled from a topographic map and have
 FF0601.an estimated accuracy of +/- 6 seconds.
 FF0601
 FF0601.The orthometric height was determined by differential leveling
 FF0601.and adjusted by the National Geodetic Survey in June 1991..
 FF0601
 FF0601.The geoid height was determined by GEOID03.
 FF0601
 FF0601.The dynamic height is computed by dividing the NAVD 88
 FF0601.geopotential number by the normal gravity value computed on the
 FF0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0601.degrees latitude (g = 980.6199 gals.).
 FF0601
 FF0601.The modeled gravity was interpolated from observed gravity values.
 FF0601
 FF0601;                    North         East    Units  Estimated Accuracy
 FF0601;SPC AR N     -    75,540.      511,080.      MT  (+/- 180 meters Scaled)
 FF0601
 FF0601                          SUPERSEDED SURVEY CONTROL
 FF0601
 FF0601  NGVD 29 (??/??/??)   91.812  (m)          301.22   (f) ADJUSTED    1 2
 FF0601
 FF0601.Superseded values are not recommended for survey control.
 FF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0601.See file dsdata.txt to determine how the superseded data were derived.
 FF0601
 FF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU022761(NAD 83)
 FF0601_MARKER: DB = BENCH MARK DISK
 FF0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0601_SP_SET: BUILDING
 FF0601_STAMPING: Z 169 1955
 FF0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0601
 FF0601  HISTORY     - Date     Condition        Report By
 FF0601  HISTORY     - 1955     MONUMENTED       CGS
 FF0601  HISTORY     - 20030603 MARK NOT FOUND   USACE
 FF0601
 FF0601                          STATION DESCRIPTION
 FF0601
 FF0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF0601'AT FORREST CITY.
 FF0601'AT FORREST CITY, ABOUT 0.1 MILE NORTHEAST ALONG THE CHICAGO,
 FF0601'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION THENCE ABOUT
 FF0601'78 YARDS SOUTHEAST ALONG IZARD STREET, AT THE COURT HOUSE, 71
 FF0601'YARDS NORTHWEST OF NORTHWEST CURB OF CROSS STREET, 73 FEET
 FF0601'NORTHEAST OF NORTHEAST CURB OF IZARD STREET, SET VERTICALLY IN
 FF0601'THE SOUTHWEST FACE OF CONCRETE FOUNDATION OF NEW SOUTHEAST WING
 FF0601'TO COURT HOUSE, 1 1/2 FEET NORTHWEST OF SOUTH CORNER OF NEW WING
 FF0601'AND 1 1/2 FEET ABOVE GROUND.
 FF0601
 FF0601                          STATION RECOVERY (2003)
 FF0601
 FF0601'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0017 ***********************************************************************
 FG0017  DESIGNATION -  Z 17
 FG0017  PID         -  FG0017
 FG0017  STATE/COUNTY-  AR/STONE
 FG0017  USGS QUAD   -  MOUNTAIN VIEW (1969)
 FG0017
 FG0017                         *CURRENT SURVEY CONTROL
 FG0017  ___________________________________________________________________
 FG0017* NAD 83(1986)-  35 52 07.     (N)    092 07 06.     (W)     SCALED    
 FG0017* NAVD 88     -       234.099  (meters)     768.04   (feet)  ADJUSTED  
 FG0017  ___________________________________________________________________
 FG0017  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FG0017  DYNAMIC HT  -         233.894 (meters)     767.37  (feet)  COMP
 FG0017  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 FG0017
 FG0017  VERT ORDER  -  SECOND    CLASS 0
 FG0017
 FG0017.The horizontal coordinates were scaled from a topographic map and have
 FG0017.an estimated accuracy of +/- 6 seconds.
 FG0017
 FG0017.The orthometric height was determined by differential leveling
 FG0017.and adjusted by the National Geodetic Survey in June 1991..
 FG0017
 FG0017.The geoid height was determined by GEOID03.
 FG0017
 FG0017.The dynamic height is computed by dividing the NAVD 88
 FG0017.geopotential number by the normal gravity value computed on the
 FG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0017.degrees latitude (g = 980.6199 gals.).
 FG0017
 FG0017.The modeled gravity was interpolated from observed gravity values.
 FG0017
 FG0017;                    North         East    Units  Estimated Accuracy
 FG0017;SPC AR N     -   170,330.      389,310.      MT  (+/- 180 meters Scaled)
 FG0017
 FG0017                          SUPERSEDED SURVEY CONTROL
 FG0017
 FG0017  NGVD 29 (??/??/92)  234.003  (m)          767.72   (f) ADJ UNCH    2 0
 FG0017
 FG0017.Superseded values are not recommended for survey control.
 FG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0017.See file dsdata.txt to determine how the superseded data were derived.
 FG0017
 FG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV795697(NAD 83)
 FG0017_MARKER: DB = BENCH MARK DISK
 FG0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0017_SP_SET: STONE WALL
 FG0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0017
 FG0017  HISTORY     - Date     Condition        Report By
 FG0017  HISTORY     - UNK      MONUMENTED       CGS
 FG0017  HISTORY     - 1932     GOOD             NGS
 FG0017  HISTORY     - 1934     MARK NOT FOUND   NGS
 FG0017  HISTORY     - 20041022 GOOD             USPSQD
 FG0017
 FG0017                          STATION DESCRIPTION
 FG0017
 FG0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FG0017'IN MOUNTAIN VIEW.
 FG0017'LOCATED IN THE FRONT AND SOUTH WALL OF THE STONE COUNTY COURT HOUSE 4
 FG0017'FEET EAST OF THE WEST END AND 5 FEET ABOVE THE GROUND.
 FG0017
 FG0017                          STATION RECOVERY (1934)
 FG0017
 FG0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FG0017'MARK NOT FOUND.
 FG0017
 FG0017                          STATION RECOVERY (2004)
 FG0017
 FG0017'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 FG0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0893 ***********************************************************************
 EH0893  DESIGNATION -  Z 170
 EH0893  PID         -  EH0893
 EH0893  STATE/COUNTY-  AR/PHILLIPS
 EH0893  USGS QUAD   -  WEST HELENA (1982)
 EH0893
 EH0893                         *CURRENT SURVEY CONTROL
 EH0893  ___________________________________________________________________
 EH0893* NAD 83(1986)-  34 35 54.     (N)    090 43 07.     (W)     SCALED    
 EH0893* NAVD 88     -        63.847  (meters)     209.47   (feet)  ADJUSTED  
 EH0893  ___________________________________________________________________
 EH0893  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0893  DYNAMIC HT  -          63.786 (meters)     209.27  (feet)  COMP
 EH0893  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 EH0893
 EH0893  VERT ORDER  -  FIRST     CLASS II
 EH0893
 EH0893.The horizontal coordinates were scaled from a topographic map and have
 EH0893.an estimated accuracy of +/- 6 seconds.
 EH0893
 EH0893.The orthometric height was determined by differential leveling
 EH0893.and adjusted by the National Geodetic Survey in June 1991..
 EH0893
 EH0893.The geoid height was determined by GEOID03.
 EH0893
 EH0893.The dynamic height is computed by dividing the NAVD 88
 EH0893.geopotential number by the normal gravity value computed on the
 EH0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0893.degrees latitude (g = 980.6199 gals.).
 EH0893
 EH0893.The modeled gravity was interpolated from observed gravity values.
 EH0893
 EH0893;                    North         East    Units  Estimated Accuracy
 EH0893;SPC AR S     -   614,990.      517,540.      MT  (+/- 180 meters Scaled)
 EH0893
 EH0893                          SUPERSEDED SURVEY CONTROL
 EH0893
 EH0893  NGVD 29 (??/??/??)   63.874  (m)          209.56   (f) ADJUSTED    1 2
 EH0893
 EH0893.Superseded values are not recommended for survey control.
 EH0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0893.See file dsdata.txt to determine how the superseded data were derived.
 EH0893
 EH0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU092308(NAD 83)
 EH0893_MARKER: DB = BENCH MARK DISK
 EH0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0893_STAMPING: Z 170 1956
 EH0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0893+STABILITY: SURFACE MOTION
 EH0893
 EH0893  HISTORY     - Date     Condition        Report By
 EH0893  HISTORY     - 1956     MONUMENTED       CGS
 EH0893  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0893  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0893
 EH0893                          STATION DESCRIPTION
 EH0893
 EH0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0893'1.9 MI E FROM LEXA.
 EH0893'ABOUT 1.9 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 EH0893'MISSOURI PACIFIC RAILROAD AT LEXA, ABOUT 0.1 MILE EAST OF A SMALL
 EH0893'WOODEN BRIDGE AND CROSSING OF A POWER TRANSMISSION LINE, AT THE WEST
 EH0893'END OF A CUT AND BOTTOM OF A SMALL GRADE, 24 FEET SOUTH OF CENTER LINE
 EH0893'OF ROAD, 41 FEET SOUTHEAST OF CENTER OF JUNCTION OF A FIELD ROAD
 EH0893'LEADING SOUTH, 45 FEET EAST OF PIPE LINE MARKER NO. MP 11.03 STA
 EH0893'859-30, 89 FEET NORTH OF A PIPE LINE VALVE, 2 FEET EAST OF A WHITE
 EH0893'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 EH0893'CONCRETE POST PROJECTING 4 INCHES.
 EH0893
 EH0893                          STATION RECOVERY (1976)
 EH0893
 EH0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0893'MARK NOT FOUND.
 EH0893
 EH0893                          STATION RECOVERY (1978)
 EH0893
 EH0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0880 ***********************************************************************
 EH0880  DESIGNATION -  Z 171
 EH0880  PID         -  EH0880
 EH0880  STATE/COUNTY-  AR/LEE
 EH0880  USGS QUAD   -  RONDO (1971)
 EH0880
 EH0880                         *CURRENT SURVEY CONTROL
 EH0880  ___________________________________________________________________
 EH0880* NAD 83(1986)-  34 39 26.     (N)    090 46 04.     (W)     SCALED    
 EH0880* NAVD 88     -        61.852  (meters)     202.93   (feet)  ADJUSTED  
 EH0880  ___________________________________________________________________
 EH0880  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0880  DYNAMIC HT  -          61.794 (meters)     202.74  (feet)  COMP
 EH0880  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 EH0880
 EH0880  VERT ORDER  -  FIRST     CLASS II
 EH0880
 EH0880.The horizontal coordinates were scaled from a topographic map and have
 EH0880.an estimated accuracy of +/- 6 seconds.
 EH0880
 EH0880.The orthometric height was determined by differential leveling
 EH0880.and adjusted by the National Geodetic Survey in June 1991..
 EH0880
 EH0880.The geoid height was determined by GEOID03.
 EH0880
 EH0880.The dynamic height is computed by dividing the NAVD 88
 EH0880.geopotential number by the normal gravity value computed on the
 EH0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0880.degrees latitude (g = 980.6199 gals.).
 EH0880
 EH0880.The modeled gravity was interpolated from observed gravity values.
 EH0880
 EH0880;                    North         East    Units  Estimated Accuracy
 EH0880;SPC AR S     -   621,460.      512,950.      MT  (+/- 180 meters Scaled)
 EH0880
 EH0880                          SUPERSEDED SURVEY CONTROL
 EH0880
 EH0880  NGVD 29 (??/??/??)   61.868  (m)          202.98   (f) ADJUSTED    1 2
 EH0880
 EH0880.Superseded values are not recommended for survey control.
 EH0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0880.See file dsdata.txt to determine how the superseded data were derived.
 EH0880
 EH0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU045372(NAD 83)
 EH0880_MARKER: DB = BENCH MARK DISK
 EH0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0880_SP_SET: CULVERT
 EH0880_STAMPING: Z 171 1956
 EH0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0880
 EH0880  HISTORY     - Date     Condition        Report By
 EH0880  HISTORY     - 1956     MONUMENTED       CGS
 EH0880
 EH0880                          STATION DESCRIPTION
 EH0880
 EH0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0880'3.15 MI E FROM RONDO.
 EH0880'ABOUT 3.15 MILES EAST ALONG STATE HIGHWAY 121 FROM THE COTTON GIN AT
 EH0880'RONDO, ABOUT 1.8 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF
 EH0880'THE MISSOURI PACIFIC RAILROAD AT LA GRANGE, AT THE INTERSECTION OF
 EH0880'STATE HIGHWAY 1, 15 1/2 FEET EAST OF CENTER LINE OF HIGHWAY 1, 47 FEET
 EH0880'NORTH OF CENTER LINE OF HIGHWAY 121, IN THE TOP OF NORTH END OF EAST
 EH0880'HEAD WALL OF A 10-FOOT CONCRETE CULVERT UNDER HIGHWAY 1 AND ABOUT 1
 EH0880'FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0881 ***********************************************************************
 EH0881  DESIGNATION -  Z 171 RESET
 EH0881  PID         -  EH0881
 EH0881  STATE/COUNTY-  AR/LEE
 EH0881  USGS QUAD   -  RONDO (1971)
 EH0881
 EH0881                         *CURRENT SURVEY CONTROL
 EH0881  ___________________________________________________________________
 EH0881* NAD 83(1986)-  34 39 26.     (N)    090 46 03.     (W)     SCALED    
 EH0881* NAVD 88     -        61.84   (meters)     202.9    (feet)  RESET     
 EH0881  ___________________________________________________________________
 EH0881  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH0881
 EH0881  VERT ORDER  -  THIRD
 EH0881
 EH0881.The horizontal coordinates were scaled from a topographic map and have
 EH0881.an estimated accuracy of +/- 6 seconds.
 EH0881
 EH0881.The orthometric height was computed from unverified reset data.
 EH0881.No vertical observational check was made to the station.
 EH0881
 EH0881.The geoid height was determined by GEOID03.
 EH0881
 EH0881;                    North         East    Units  Estimated Accuracy
 EH0881;SPC AR S     -   621,460.      512,980.      MT  (+/- 180 meters Scaled)
 EH0881
 EH0881                          SUPERSEDED SURVEY CONTROL
 EH0881
 EH0881  NGVD 29 (??/??/??)   61.85   (m)          202.9    (f) RESET       3  
 EH0881
 EH0881.Superseded values are not recommended for survey control.
 EH0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0881.See file dsdata.txt to determine how the superseded data were derived.
 EH0881
 EH0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU045372(NAD 83)
 EH0881_MARKER: DB = BENCH MARK DISK
 EH0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0881_SP_SET: CULVERT
 EH0881_STAMPING: Z 171 RESET 1957
 EH0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0881
 EH0881  HISTORY     - Date     Condition        Report By
 EH0881  HISTORY     - 1957     MONUMENTED       ARHD
 EH0881
 EH0881                          STATION DESCRIPTION
 EH0881
 EH0881'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1957
 EH0881'3.15 MI E FROM RONDO.
 EH0881'3.15 MILES EAST ALONG STATE HIGHWAY 121 FROM THE COTTON GIN AT RONDO,
 EH0881'1.8 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE MISSOURI
 EH0881'PACIFIC RAILROAD AT THE RANGE, AT THE INTERSECTION OF STATE HIGHWAY 1
 EH0881'AND SET IN THE NEW EAST HEADWALL OF A 101 X 41 CONCRETE CULVERT
 EH0881'EXTENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0629 ***********************************************************************
 FF0629  DESIGNATION -  Z 172
 FF0629  PID         -  FF0629
 FF0629  STATE/COUNTY-  AR/ST FRANCIS
 FF0629  USGS QUAD   -  ROUND POND (1992)
 FF0629
 FF0629                         *CURRENT SURVEY CONTROL
 FF0629  ___________________________________________________________________
 FF0629* NAD 83(1986)-  35 04 48.     (N)    090 37 10.     (W)     SCALED    
 FF0629* NAVD 88     -        61.969  (meters)     203.31   (feet)  ADJUSTED  
 FF0629  ___________________________________________________________________
 FF0629  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FF0629  DYNAMIC HT  -          61.914 (meters)     203.13  (feet)  COMP
 FF0629  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 FF0629
 FF0629  VERT ORDER  -  FIRST     CLASS II
 FF0629
 FF0629.The horizontal coordinates were scaled from a topographic map and have
 FF0629.an estimated accuracy of +/- 6 seconds.
 FF0629
 FF0629.The orthometric height was determined by differential leveling
 FF0629.and adjusted by the National Geodetic Survey in June 1991..
 FF0629
 FF0629.The geoid height was determined by GEOID03.
 FF0629
 FF0629.The dynamic height is computed by dividing the NAVD 88
 FF0629.geopotential number by the normal gravity value computed on the
 FF0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0629.degrees latitude (g = 980.6199 gals.).
 FF0629
 FF0629.The modeled gravity was interpolated from observed gravity values.
 FF0629
 FF0629;                    North         East    Units  Estimated Accuracy
 FF0629;SPC AR N     -    83,720.      525,900.      MT  (+/- 180 meters Scaled)
 FF0629
 FF0629                          SUPERSEDED SURVEY CONTROL
 FF0629
 FF0629  NGVD 29 (??/??/??)   61.952  (m)          203.25   (f) ADJUSTED    1 2
 FF0629
 FF0629.Superseded values are not recommended for survey control.
 FF0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0629.See file dsdata.txt to determine how the superseded data were derived.
 FF0629
 FF0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU170845(NAD 83)
 FF0629_MARKER: DB = BENCH MARK DISK
 FF0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0629_STAMPING: Z 172 1956
 FF0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0629+STABILITY: SURFACE MOTION
 FF0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0629+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 FF0629
 FF0629  HISTORY     - Date     Condition        Report By
 FF0629  HISTORY     - 1956     MONUMENTED       CGS
 FF0629  HISTORY     - 20030515 GOOD             USACE
 FF0629
 FF0629                          STATION DESCRIPTION
 FF0629
 FF0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0629'1.4 MI N FROM ROUND POND.
 FF0629'ABOUT 1.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE OVERPASS
 FF0629'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD OVER ROAD AT
 FF0629'ROUND POND, AT THE JUNCTION OF A GRAVEL ROAD WEST, 32 FEET WEST
 FF0629'OF CENTER LINE OF NORTH-SOUTH ROAD, 18 1/2 FEET NORTH OF CENTER
 FF0629'LINE OF GRAVEL ROAD WEST, 3 1/2 FEET WEST OF A POWER AND TELEPHONE
 FF0629'POLE WITH A GUY WIRE, ABOUT LEVEL WITH ROADS AND SET IN THE TOP
 FF0629'OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0629
 FF0629                          STATION RECOVERY (2003)
 FF0629
 FF0629'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0629'MARK IS 35 FEET WEST OF CENTERLINE OF HWY 75, 31.5 FEET NORTH OF CR
 FF0629'422, 5.3 FEET NORTHWEST OF STOP SIGN, 11 FEET SOUTHEAST OF POWERPOLE
 FF0629'WITH TELEPHONE JUNCTION BOX, AND CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0162 ***********************************************************************
 FF0162  DESIGNATION -  Z 173
 FF0162  PID         -  FF0162
 FF0162  STATE/COUNTY-  AR/CRITTENDEN
 FF0162  USGS QUAD   -  WEST MEMPHIS (1983)
 FF0162
 FF0162                         *CURRENT SURVEY CONTROL
 FF0162  ___________________________________________________________________
 FF0162* NAD 83(1986)-  35 10 01.     (N)    090 07 38.     (W)     SCALED    
 FF0162* NAVD 88     -        65.516  (meters)     214.95   (feet)  ADJUSTED  
 FF0162  ___________________________________________________________________
 FF0162  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0162  DYNAMIC HT  -          65.457 (meters)     214.75  (feet)  COMP
 FF0162  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 FF0162
 FF0162  VERT ORDER  -  FIRST     CLASS I
 FF0162
 FF0162.The horizontal coordinates were scaled from a topographic map and have
 FF0162.an estimated accuracy of +/- 6 seconds.
 FF0162
 FF0162.The orthometric height was determined by differential leveling
 FF0162.and adjusted by the National Geodetic Survey in June 1991..
 FF0162.WARNING-Repeat measurements at this control monument indicate possible
 FF0162.vertical movement.
 FF0162
 FF0162.The geoid height was determined by GEOID03.
 FF0162
 FF0162.The dynamic height is computed by dividing the NAVD 88
 FF0162.geopotential number by the normal gravity value computed on the
 FF0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0162.degrees latitude (g = 980.6199 gals.).
 FF0162
 FF0162.The modeled gravity was interpolated from observed gravity values.
 FF0162
 FF0162;                    North         East    Units  Estimated Accuracy
 FF0162;SPC AR N     -    94,110.      570,600.      MT  (+/- 180 meters Scaled)
 FF0162
 FF0162                          SUPERSEDED SURVEY CONTROL
 FF0162
 FF0162  NGVD 29 (??/??/??)   65.500  (m)          214.89   (f) ADJUSTED    1 1
 FF0162
 FF0162.Superseded values are not recommended for survey control.
 FF0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0162.See file dsdata.txt to determine how the superseded data were derived.
 FF0162
 FF0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU616953(NAD 83)
 FF0162_MARKER: DB = BENCH MARK DISK
 FF0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0162_STAMPING: Z 173 1956
 FF0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0162+STABILITY: SURFACE MOTION
 FF0162
 FF0162  HISTORY     - Date     Condition        Report By
 FF0162  HISTORY     - 1956     MONUMENTED       CGS
 FF0162  HISTORY     - 1976     GOOD             NGS
 FF0162  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0162
 FF0162                          STATION DESCRIPTION
 FF0162
 FF0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0162'5 MI SE FROM MARION.
 FF0162'5.05 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0162'FROM THE STATION AT MARION, ABOUT 2.65 MILES NORTHWEST ALONG ST.
 FF0162'L.-S.F. RY. FROM THE CROSSING OF THE MISSOURI PACIFIC RAILROAD
 FF0162'AT BRIDGE JUNCTION, AT CROSSING OF A GRAVEL ROAD (NORTH-SOUTH),
 FF0162'169 YARDS SOUTH ALONG GRAVEL ROAD FROM CROSSING OF TRACK AT
 FF0162'MILEAGE TELEPHONE POLE NO. 478/29, 34 FEET WEST OF CENTER LINE
 FF0162'OF ROAD, 1 FOOT EAST OF A FENCE, 21 1/2 FEET NORTH OF CENTER OF
 FF0162'A GATE ACROSS A FIELD ROAD, 2 FEET SOUTH OF A WHITE WOODEN
 FF0162'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 FF0162'CONCRETE POST PROJECTING 3 INCHES.
 FF0162
 FF0162                          STATION RECOVERY (1976)
 FF0162
 FF0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0162'RECOVERED IN GOOD CONDITION.
 FF0162
 FF0162                          STATION RECOVERY (1992)
 FF0162
 FF0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0162'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 FF0162'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0138 ***********************************************************************
 FF0138  DESIGNATION -  Z 174
 FF0138  PID         -  FF0138
 FF0138  STATE/COUNTY-  AR/CRITTENDEN
 FF0138  USGS QUAD   -  JERICHO (1993)
 FF0138
 FF0138                         *CURRENT SURVEY CONTROL
 FF0138  ___________________________________________________________________
 FF0138* NAD 83(1986)-  35 18 35.     (N)    090 14 07.     (W)     SCALED    
 FF0138* NAVD 88     -        70.033  (meters)     229.77   (feet)  ADJUSTED  
 FF0138  ___________________________________________________________________
 FF0138  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FF0138  DYNAMIC HT  -          69.971 (meters)     229.56  (feet)  COMP
 FF0138  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 FF0138
 FF0138  VERT ORDER  -  FIRST     CLASS II
 FF0138
 FF0138.The horizontal coordinates were scaled from a topographic map and have
 FF0138.an estimated accuracy of +/- 6 seconds.
 FF0138
 FF0138.The orthometric height was determined by differential leveling
 FF0138.and adjusted by the National Geodetic Survey in June 1991..
 FF0138
 FF0138.The geoid height was determined by GEOID03.
 FF0138
 FF0138.The dynamic height is computed by dividing the NAVD 88
 FF0138.geopotential number by the normal gravity value computed on the
 FF0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0138.degrees latitude (g = 980.6199 gals.).
 FF0138
 FF0138.The modeled gravity was interpolated from observed gravity values.
 FF0138
 FF0138;                    North         East    Units  Estimated Accuracy
 FF0138;SPC AR N     -   109,760.      560,470.      MT  (+/- 180 meters Scaled)
 FF0138
 FF0138                          SUPERSEDED SURVEY CONTROL
 FF0138
 FF0138  NGVD 29 (??/??/??)   69.987  (m)          229.62   (f) ADJUSTED    1 2
 FF0138
 FF0138.Superseded values are not recommended for survey control.
 FF0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0138.See file dsdata.txt to determine how the superseded data were derived.
 FF0138
 FF0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV513108(NAD 83)
 FF0138_MARKER: DB = BENCH MARK DISK
 FF0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0138_SP_SET: BUILDING
 FF0138_STAMPING: Z 174 1956
 FF0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0138
 FF0138  HISTORY     - Date     Condition        Report By
 FF0138  HISTORY     - 1956     MONUMENTED       CGS
 FF0138  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0138
 FF0138                          STATION DESCRIPTION
 FF0138
 FF0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0138'AT CLARKEDALE.
 FF0138'AT CLARKEDALE, 100 YARDS NORTH OF THE ST. LOUIS-SAN FRANCISCO
 FF0138'RAILWAY STATION, 169 1/2 FEET NORTHEAST OF NORTHEAST RAIL OF
 FF0138'MAIN TRACK, 136 FEET NORTHEAST OF MILEAGE TELEPHONE POLE NO.
 FF0138'466/26, SET VERTICALLY IN THE SOUTHWEST FACE OF ONE-STORY BRICK
 FF0138'BUILDING STORE AND POST OFFICE AT CLARKEDALE, 1.7 FEET SOUTHEAST
 FF0138'OF WEST CORNER OF BUILDING AND 2.7 FEET ABOVE GROUND.
 FF0138
 FF0138                          STATION RECOVERY (1992)
 FF0138
 FF0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0138'THE BUILDING HAS BEEN RAZED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0540 ***********************************************************************
 FF0540  DESIGNATION -  Z 175
 FF0540  PID         -  FF0540
 FF0540  STATE/COUNTY-  AR/CROSS
 FF0540  USGS QUAD   -  WYNNE (1992)
 FF0540
 FF0540                         *CURRENT SURVEY CONTROL
 FF0540  ___________________________________________________________________
 FF0540* NAD 83(1986)-  35 13 34.     (N)    090 48 12.     (W)     SCALED    
 FF0540* NAVD 88     -        72.620  (meters)     238.25   (feet)  ADJUSTED  
 FF0540  ___________________________________________________________________
 FF0540  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF0540  DYNAMIC HT  -          72.554 (meters)     238.04  (feet)  COMP
 FF0540  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 FF0540
 FF0540  VERT ORDER  -  FIRST     CLASS II
 FF0540
 FF0540.The horizontal coordinates were scaled from a topographic map and have
 FF0540.an estimated accuracy of +/- 6 seconds.
 FF0540
 FF0540.The orthometric height was determined by differential leveling
 FF0540.and adjusted by the National Geodetic Survey in June 1991..
 FF0540
 FF0540.The geoid height was determined by GEOID03.
 FF0540
 FF0540.The dynamic height is computed by dividing the NAVD 88
 FF0540.geopotential number by the normal gravity value computed on the
 FF0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0540.degrees latitude (g = 980.6199 gals.).
 FF0540
 FF0540.The modeled gravity was interpolated from observed gravity values.
 FF0540
 FF0540;                    North         East    Units  Estimated Accuracy
 FF0540;SPC AR N     -    99,710.      508,930.      MT  (+/- 180 meters Scaled)
 FF0540
 FF0540                          SUPERSEDED SURVEY CONTROL
 FF0540
 FF0540  NGVD 29 (??/??/??)   72.588  (m)          238.15   (f) ADJUSTED    1 2
 FF0540
 FF0540.Superseded values are not recommended for survey control.
 FF0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0540.See file dsdata.txt to determine how the superseded data were derived.
 FF0540
 FF0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV999003(NAD 83)
 FF0540_MARKER: DB = BENCH MARK DISK
 FF0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0540_STAMPING: Z 175 1956
 FF0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0540+STABILITY: SURFACE MOTION
 FF0540
 FF0540  HISTORY     - Date     Condition        Report By
 FF0540  HISTORY     - 1956     MONUMENTED       CGS
 FF0540  HISTORY     - 20030602 MARK NOT FOUND   USACE
 FF0540
 FF0540                          STATION DESCRIPTION
 FF0540
 FF0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0540'0.6 MI W FROM WYNNE.
 FF0540'ABOUT 0.65 MILE WEST ALONG THE MISSOUIR PACIFIC RAILROAD FROM THE
 FF0540'STATION AT WYNNE, AT CROSSING OF WEST ELEVENTH STREET
 FF0540'(NORTH-SOUTH), 32 1/2 FEET NORTH OF NORTH RAIL OF A SIDE TRACK,
 FF0540'45 1/2 FEET NORTH OF NORTH RAIL OF MAIN TRACK, 28 FEET WEST OF
 FF0540'CENTER LINE OF WEST 11TH STREET, 40 1/2 FEET EAST OF TELEPHONE
 FF0540'POLE NO. 331/23, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET SOUTHWEST
 FF0540'OF A FENCE CORNER, 12 FEET SOUTHWEST OF A 40-INCH OAK TREE, 21
 FF0540'FEET WEST-NORTHWEST OF WEST END OF A 15-INCH CORRUGATED PIPE
 FF0540'CULVERT UNDER WEST 11TH STREET, ABOUT 4 FEET BELOW LEVEL OF TRACK
 FF0540'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FF0540
 FF0540                          STATION RECOVERY (2003)
 FF0540
 FF0540'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1066 ***********************************************************************
 EH1066  DESIGNATION -  Z 176
 EH1066  PID         -  EH1066
 EH1066  STATE/COUNTY-  AR/MONROE
 EH1066  USGS QUAD   -  HOLLY GROVE (1971)
 EH1066
 EH1066                         *CURRENT SURVEY CONTROL
 EH1066  ___________________________________________________________________
 EH1066* NAD 83(1986)-  34 35 59.     (N)    091 13 38.     (W)     SCALED    
 EH1066* NAVD 88     -        53.966  (meters)     177.05   (feet)  ADJUSTED  
 EH1066  ___________________________________________________________________
 EH1066  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH1066  DYNAMIC HT  -          53.915 (meters)     176.89  (feet)  COMP
 EH1066  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 EH1066
 EH1066  VERT ORDER  -  FIRST     CLASS II
 EH1066
 EH1066.The horizontal coordinates were scaled from a topographic map and have
 EH1066.an estimated accuracy of +/- 6 seconds.
 EH1066
 EH1066.The orthometric height was determined by differential leveling
 EH1066.and adjusted by the National Geodetic Survey in June 1991..
 EH1066
 EH1066.The geoid height was determined by GEOID03.
 EH1066
 EH1066.The dynamic height is computed by dividing the NAVD 88
 EH1066.geopotential number by the normal gravity value computed on the
 EH1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1066.degrees latitude (g = 980.6199 gals.).
 EH1066
 EH1066.The modeled gravity was interpolated from observed gravity values.
 EH1066
 EH1066;                    North         East    Units  Estimated Accuracy
 EH1066;SPC AR S     -   614,670.      470,880.      MT  (+/- 180 meters Scaled)
 EH1066
 EH1066                          SUPERSEDED SURVEY CONTROL
 EH1066
 EH1066  NGVD 29 (??/??/??)   53.989  (m)          177.13   (f) ADJUSTED    1 2
 EH1066
 EH1066.Superseded values are not recommended for survey control.
 EH1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1066.See file dsdata.txt to determine how the superseded data were derived.
 EH1066
 EH1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU625300(NAD 83)
 EH1066_MARKER: DB = BENCH MARK DISK
 EH1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1066_STAMPING: Z 176 1955
 EH1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1066+STABILITY: SURFACE MOTION
 EH1066
 EH1066  HISTORY     - Date     Condition        Report By
 EH1066  HISTORY     - 1955     MONUMENTED       CGS
 EH1066  HISTORY     - 20030423 MARK NOT FOUND   USACE
 EH1066
 EH1066                          STATION DESCRIPTION
 EH1066
 EH1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1066'1.6 MI NW FROM HOLLY GROVE.
 EH1066'ABOUT 1.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH1066'STATION AT HOLLY GROVE, ABOUT 0.2 MILE WEST OF MILE POLE 356, AT A
 EH1066'PRIVATE ROAD CROSSING, 34 FEET NORTH OF NORTH RAIL, 50 FEET NORTHWEST
 EH1066'OF CENTER OF PRIVATE ROAD CROSSING, 71 FEET EAST OF TELEPHONE POLE NO.
 EH1066'1456, 36 FEET WEST OF CENTER LINE OF ROAD, 2 FEET SOUTH OF A FENCE
 EH1066'LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 EH1066'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EH1066'2 INCHES.
 EH1066
 EH1066                          STATION RECOVERY (2003)
 EH1066
 EH1066'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DRS)
 EH1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1275 ***********************************************************************
 FF1275  DESIGNATION -  Z 177
 FF1275  PID         -  FF1275
 FF1275  STATE/COUNTY-  AR/WOODRUFF
 FF1275  USGS QUAD   -  FAIR OAKS (1971)
 FF1275
 FF1275                         *CURRENT SURVEY CONTROL
 FF1275  ___________________________________________________________________
 FF1275* NAD 83(1986)-  35 08 00.     (N)    091 04 58.     (W)     SCALED    
 FF1275* NAVD 88     -        63.778  (meters)     209.25   (feet)  ADJUSTED  
 FF1275  ___________________________________________________________________
 FF1275  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FF1275  DYNAMIC HT  -          63.721 (meters)     209.06  (feet)  COMP
 FF1275  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 FF1275
 FF1275  VERT ORDER  -  FIRST     CLASS II
 FF1275
 FF1275.The horizontal coordinates were scaled from a topographic map and have
 FF1275.an estimated accuracy of +/- 6 seconds.
 FF1275
 FF1275.The orthometric height was determined by differential leveling
 FF1275.and adjusted by the National Geodetic Survey in June 1991..
 FF1275
 FF1275.The geoid height was determined by GEOID03.
 FF1275
 FF1275.The dynamic height is computed by dividing the NAVD 88
 FF1275.geopotential number by the normal gravity value computed on the
 FF1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1275.degrees latitude (g = 980.6199 gals.).
 FF1275
 FF1275.The modeled gravity was interpolated from observed gravity values.
 FF1275
 FF1275;                    North         East    Units  Estimated Accuracy
 FF1275;SPC AR N     -    89,140.      483,590.      MT  (+/- 180 meters Scaled)
 FF1275
 FF1275                          SUPERSEDED SURVEY CONTROL
 FF1275
 FF1275  NGVD 29 (??/??/??)   63.754  (m)          209.17   (f) ADJUSTED    1 2
 FF1275
 FF1275.Superseded values are not recommended for survey control.
 FF1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1275.See file dsdata.txt to determine how the superseded data were derived.
 FF1275
 FF1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU746895(NAD 83)
 FF1275_MARKER: DB = BENCH MARK DISK
 FF1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1275_STAMPING: Z 177 1956
 FF1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1275+STABILITY: SURFACE MOTION
 FF1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1275+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 FF1275
 FF1275  HISTORY     - Date     Condition        Report By
 FF1275  HISTORY     - 1956     MONUMENTED       CGS
 FF1275  HISTORY     - 20030529 GOOD             USACE
 FF1275  HISTORY     - 20060926 GOOD             JCLS
 FF1275
 FF1275                          STATION DESCRIPTION
 FF1275
 FF1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF1275'0.8 MI NE FROM HILLEMANN.
 FF1275'0.8 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF1275'THE STATION AT HILLEMANN, ABOUT 0.2 MILE NORTHEAST OF MILE
 FF1275'POLE 181, AT A DIRT ROAD CROSSING, 48 FEET NORTHWEST OF NORTHWEST
 FF1275'RAIL, 57 FEET NORTHWEST OF CENTER OF CROSSING, 43 FEET NORTH OF
 FF1275'CENTER LINE OF ROAD, 19 FEET NORTH-NORTHWEST OF NORTH END OF
 FF1275'A 20-INCH PIPE CULVERT UNDER ROAD, 15 FEET NORTHEAST OF A POWER
 FF1275'POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 FF1275'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF1275'PROJECTING 4 INCHES.
 FF1275
 FF1275                          STATION RECOVERY (2003)
 FF1275
 FF1275'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1275'MASK HAS BEEN HIT, CONCRETE CHIPPED, BUT STABLE.
 FF1275
 FF1275                          STATION RECOVERY (2006)
 FF1275
 FF1275'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FF1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0137 ***********************************************************************
 FF0137  DESIGNATION -  Z 178
 FF0137  PID         -  FF0137
 FF0137  STATE/COUNTY-  AR/CRITTENDEN
 FF0137  USGS QUAD   -  JERICHO (1993)
 FF0137
 FF0137                         *CURRENT SURVEY CONTROL
 FF0137  ___________________________________________________________________
 FF0137* NAD 83(1986)-  35 19 22.     (N)    090 14 27.     (W)     SCALED    
 FF0137* NAVD 88     -        69.123  (meters)     226.78   (feet)  ADJUSTED  
 FF0137  ___________________________________________________________________
 FF0137  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FF0137  DYNAMIC HT  -          69.062 (meters)     226.58  (feet)  COMP
 FF0137  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FF0137
 FF0137  VERT ORDER  -  FIRST     CLASS II
 FF0137
 FF0137.The horizontal coordinates were scaled from a topographic map and have
 FF0137.an estimated accuracy of +/- 6 seconds.
 FF0137
 FF0137.The orthometric height was determined by differential leveling
 FF0137.and adjusted by the National Geodetic Survey in June 1991..
 FF0137
 FF0137.The geoid height was determined by GEOID03.
 FF0137
 FF0137.The dynamic height is computed by dividing the NAVD 88
 FF0137.geopotential number by the normal gravity value computed on the
 FF0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0137.degrees latitude (g = 980.6199 gals.).
 FF0137
 FF0137.The modeled gravity was interpolated from observed gravity values.
 FF0137
 FF0137;                    North         East    Units  Estimated Accuracy
 FF0137;SPC AR N     -   111,200.      559,940.      MT  (+/- 180 meters Scaled)
 FF0137
 FF0137                          SUPERSEDED SURVEY CONTROL
 FF0137
 FF0137  NGVD 29 (??/??/??)   69.076  (m)          226.63   (f) ADJUSTED    1 2
 FF0137
 FF0137.Superseded values are not recommended for survey control.
 FF0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0137.See file dsdata.txt to determine how the superseded data were derived.
 FF0137
 FF0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV508123(NAD 83)
 FF0137_MARKER: DB = BENCH MARK DISK
 FF0137_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0137_SP_SET: 50 FEET
 FF0137_STAMPING: Z 178 1956
 FF0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0137
 FF0137  HISTORY     - Date     Condition        Report By
 FF0137  HISTORY     - 1956     MONUMENTED       CGS
 FF0137  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0137
 FF0137                          STATION DESCRIPTION
 FF0137
 FF0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0137'1 MI NW FROM CLARKEDALE.
 FF0137'0.95 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0137'FROM THE STATION AND BLACK TOP ROAD CROSSING AT CLARKEDALE, 34
 FF0137'FEET NORTHEAST OF NORTHEAST RAIL, 130 FEET SOUTHEAST OF CENTER
 FF0137'OF CROSSING OF A FARM ROAD, 114 1/2 FEET SOUTHEAST OF SOUTHEAST
 FF0137'END OF A 24-INCH TILE PIPE CULVERT UNDER FARM ROAD, 28 FEET
 FF0137'NORTHWEST OF TELEPHONE POLE NO. 465/29 AND IN LINE WITH ROW OF
 FF0137'POLES, ABOUT 4 FEET BELOW LEVEL OF TRACK AND IS A DISK SET ON
 FF0137'TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND
 FF0137'SURROUNDED BY A 4-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD
 FF0137'IS DRIVEN TO A DEPTH OF 50-FEET.
 FF0137
 FF0137                          STATION RECOVERY (1992)
 FF0137
 FF0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0137'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0741 ***********************************************************************
 FF0741  DESIGNATION -  Z 179
 FF0741  PID         -  FF0741
 FF0741  STATE/COUNTY-  AR/CRAIGHEAD
 FF0741  USGS QUAD   -  JONESBORO (1983)
 FF0741
 FF0741                         *CURRENT SURVEY CONTROL
 FF0741  ___________________________________________________________________
 FF0741* NAD 83(1986)-  35 49 58.     (N)    090 39 08.     (W)     SCALED    
 FF0741* NAVD 88     -        80.288  (meters)     263.41   (feet)  ADJUSTED  
 FF0741  ___________________________________________________________________
 FF0741  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0741  DYNAMIC HT  -          80.220 (meters)     263.19  (feet)  COMP
 FF0741  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 FF0741
 FF0741  VERT ORDER  -  FIRST     CLASS II
 FF0741
 FF0741.This mark is at Jonesboro Airport (JBR)
 FF0741
 FF0741.The horizontal coordinates were scaled from a topographic map and have
 FF0741.an estimated accuracy of +/- 6 seconds.
 FF0741
 FF0741.The orthometric height was determined by differential leveling
 FF0741.and adjusted by the National Geodetic Survey in June 1991..
 FF0741
 FF0741.The geoid height was determined by GEOID03.
 FF0741
 FF0741.The dynamic height is computed by dividing the NAVD 88
 FF0741.geopotential number by the normal gravity value computed on the
 FF0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0741.degrees latitude (g = 980.6199 gals.).
 FF0741
 FF0741.The modeled gravity was interpolated from observed gravity values.
 FF0741
 FF0741;                    North         East    Units  Estimated Accuracy
 FF0741;SPC AR N     -   167,190.      521,770.      MT  (+/- 180 meters Scaled)
 FF0741
 FF0741                          SUPERSEDED SURVEY CONTROL
 FF0741
 FF0741  NGVD 29 (??/??/??)   80.200  (m)          263.12   (f) ADJUSTED    1 2
 FF0741
 FF0741.Superseded values are not recommended for survey control.
 FF0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0741.See file dsdata.txt to determine how the superseded data were derived.
 FF0741
 FF0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV120679(NAD 83)
 FF0741_MARKER: DB = BENCH MARK DISK
 FF0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0741_SP_SET: BUILDING
 FF0741_STAMPING: Z 179 1956
 FF0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0741
 FF0741  HISTORY     - Date     Condition        Report By
 FF0741  HISTORY     - 1956     MONUMENTED       CGS
 FF0741  HISTORY     - 1979     GOOD             NGS
 FF0741  HISTORY     - 1979     GOOD             NGS
 FF0741  HISTORY     - 19920319 MARK NOT FOUND   NGS
 FF0741
 FF0741                          STATION DESCRIPTION
 FF0741
 FF0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0741'1.5 MI NW FROM NETTLETON.
 FF0741'0.9 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0741'THE STATION AT NETTLETON, THENCE ABOUT 0.6 MILE NORTH ACROSS
 FF0741'JONESBORO AIRPORT, SET VERTICALLY IN THE SOUTH BRICK FACE OF THE
 FF0741'HANGAR AND OFFICE BUILDING, 76 FEET EAST OF SOUTHWEST CORNER OF
 FF0741'BUILDING, 5.8 FEET WEST OF WEST FACE OF SMALL WING EXTENDING SOUTH
 FF0741'OF MAIN BUILDING AND 3 FEET ABOVE GROUND.
 FF0741
 FF0741                          STATION RECOVERY (1979)
 FF0741
 FF0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FF0741'RECOVERED IN GOOD CONDITION.
 FF0741
 FF0741                          STATION RECOVERY (1979)
 FF0741
 FF0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FF0741'RECOVERED IN GOOD CONDITION.
 FF0741
 FF0741                          STATION RECOVERY (1992)
 FF0741
 FF0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0741'THE OFFICE MANAGER STATED THAT THE DISK WAS COVERED WHEN THE BUILDING
 FF0741'WAS RENOVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0830 ***********************************************************************
 FG0830  DESIGNATION -  Z 18
 FG0830  PID         -  FG0830
 FG0830  STATE/COUNTY-  AR/NEWTON
 FG0830  USGS QUAD   -  SWAIN (1978)
 FG0830
 FG0830                         *CURRENT SURVEY CONTROL
 FG0830  ___________________________________________________________________
 FG0830* NAD 83(1986)-  35 49 19.     (N)    093 17 03.     (W)     SCALED    
 FG0830* NAVD 88     -       655.566  (meters)    2150.80   (feet)  ADJUSTED  
 FG0830  ___________________________________________________________________
 FG0830  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0830  DYNAMIC HT  -         654.925 (meters)    2148.70  (feet)  COMP
 FG0830  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 FG0830
 FG0830  VERT ORDER  -  SECOND    CLASS 0
 FG0830
 FG0830.The horizontal coordinates were scaled from a topographic map and have
 FG0830.an estimated accuracy of +/- 6 seconds.
 FG0830
 FG0830.The orthometric height was determined by differential leveling
 FG0830.and adjusted by the National Geodetic Survey in June 1991..
 FG0830
 FG0830.The geoid height was determined by GEOID03.
 FG0830
 FG0830.The dynamic height is computed by dividing the NAVD 88
 FG0830.geopotential number by the normal gravity value computed on the
 FG0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0830.degrees latitude (g = 980.6199 gals.).
 FG0830
 FG0830.The modeled gravity was interpolated from observed gravity values.
 FG0830
 FG0830;                    North         East    Units  Estimated Accuracy
 FG0830;SPC AR N     -   165,910.      283,970.      MT  (+/- 180 meters Scaled)
 FG0830
 FG0830                          SUPERSEDED SURVEY CONTROL
 FG0830
 FG0830  NGVD 29 (??/??/92)  655.477  (m)         2150.51   (f) ADJ UNCH    2 0
 FG0830
 FG0830.Superseded values are not recommended for survey control.
 FG0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0830.See file dsdata.txt to determine how the superseded data were derived.
 FG0830
 FG0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV743642(NAD 83)
 FG0830_MARKER: DB = BENCH MARK DISK
 FG0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0830_STAMPING: 2150.511 Z 18 1932
 FG0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0830+STABILITY: SURFACE MOTION
 FG0830
 FG0830  HISTORY     - Date     Condition        Report By
 FG0830  HISTORY     - 1932     MONUMENTED       CGS
 FG0830  HISTORY     - 1935     GOOD             NGS
 FG0830
 FG0830                          STATION DESCRIPTION
 FG0830
 FG0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0830'4.25 MI E FROM SWAIN.
 FG0830'ABOUT 4-1/4 MILES EAST ALONG STATE HIGHWAY 16 FROM SWAIN, NEWTON
 FG0830'COUNTY, NEAR THE SOUTH SIDE OF SEC. 35, T. 14 N., R. 22 W., AT THE
 FG0830'NORTHEAST CORNER OF LAND OWNED BY BOB BROWN, ABOUT 150 YARDS WEST OF
 FG0830'THE JOHN LAUGHTON HOME, 43 FEET NORTHWEST OF THE CENTER LINE OF A DIRT
 FG0830'ROAD LEADING SOUTHWEST ALONG THE SIDE OF A HILL, 32 FEET SOUTH OF THE
 FG0830'CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A POINT 11 FEET WEST
 FG0830'OF A FENCE CORNER.  A STANDARD DISK, STAMPED 2150.511 Z 18 1932 AND
 FG0830'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0848 ***********************************************************************
 FF0848  DESIGNATION -  Z 180
 FF0848  PID         -  FF0848
 FF0848  STATE/COUNTY-  AR/CRAIGHEAD
 FF0848  USGS QUAD   -  OTWELL (1980)
 FF0848
 FF0848                         *CURRENT SURVEY CONTROL
 FF0848  ___________________________________________________________________
 FF0848* NAD 83(1986)-  35 42 26.     (N)    090 50 53.     (W)     SCALED    
 FF0848* NAVD 88     -        76.629  (meters)     251.41   (feet)  ADJUSTED  
 FF0848  ___________________________________________________________________
 FF0848  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FF0848  DYNAMIC HT  -          76.563 (meters)     251.19  (feet)  COMP
 FF0848  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 FF0848
 FF0848  VERT ORDER  -  FIRST     CLASS II
 FF0848
 FF0848.The horizontal coordinates were scaled from a topographic map and have
 FF0848.an estimated accuracy of +/- 6 seconds.
 FF0848
 FF0848.The orthometric height was determined by differential leveling
 FF0848.and adjusted by the National Geodetic Survey in June 1991..
 FF0848
 FF0848.The geoid height was determined by GEOID03.
 FF0848
 FF0848.The dynamic height is computed by dividing the NAVD 88
 FF0848.geopotential number by the normal gravity value computed on the
 FF0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0848.degrees latitude (g = 980.6199 gals.).
 FF0848
 FF0848.The modeled gravity was interpolated from observed gravity values.
 FF0848
 FF0848;                    North         East    Units  Estimated Accuracy
 FF0848;SPC AR N     -   153,030.      504,240.      MT  (+/- 180 meters Scaled)
 FF0848
 FF0848                          SUPERSEDED SURVEY CONTROL
 FF0848
 FF0848  NGVD 29 (??/??/??)   76.560  (m)          251.18   (f) ADJUSTED    1 2
 FF0848
 FF0848.Superseded values are not recommended for survey control.
 FF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0848.See file dsdata.txt to determine how the superseded data were derived.
 FF0848
 FF0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV946536(NAD 83)
 FF0848_MARKER: DB = BENCH MARK DISK
 FF0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0848_STAMPING: Z 180 1956
 FF0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0848+STABILITY: SURFACE MOTION
 FF0848
 FF0848  HISTORY     - Date     Condition        Report By
 FF0848  HISTORY     - 1956     MONUMENTED       CGS
 FF0848  HISTORY     - 20020821 MARK NOT FOUND   USACE
 FF0848
 FF0848                          STATION DESCRIPTION
 FF0848
 FF0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0848'5.2 MI S FROM GIBSON.
 FF0848'5.2 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 FF0848'THE ROAD CROSSING AT GIBSON, ABOUT 6.6 MILES NORTH OF THE STATION
 FF0848'AT WEINER, POINSETT COUNTY, ABOUT 0.15 MILE NORTH OF
 FF0848'POINSETT-CRAIGHEAD COUNTY LINE, ABOUT 6 TELEPHONE POLES NORTH
 FF0848'OF MILE POLE 139, ABOUT 0.1 MILE NORTHEAST OF A ROAD CROSSING,
 FF0848'145 FEET EAST AND ACROSS STATE HIGHWAY 39 FROM EAST RAIL OF MAIN
 FF0848'TRACK, 58 FEET EAST OF CENTER LINE OF HIGHWAY 39, 265 FEET SOUTH
 FF0848'OF A FENCE CORNER AT AN OFFSET IN FENCE LINE, 18 FEET SOUTH OF
 FF0848'CENTER OF GATE IN A STEEL FENCE AROUND AN ABANDONED POWER SUB
 FF0848'STATION, 1 1/2 FEET WEST OF A FENCE LINE, 2 FEET SOUTHWEST OF
 FF0848'A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF
 FF0848'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0848
 FF0848                          STATION RECOVERY (2002)
 FF0848
 FF0848'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0898 ***********************************************************************
 FF0898  DESIGNATION -  Z 182
 FF0898  PID         -  FF0898
 FF0898  STATE/COUNTY-  AR/POINSETT
 FF0898  USGS QUAD   -  POWERS SLOUGH (1980)
 FF0898
 FF0898                         *CURRENT SURVEY CONTROL
 FF0898  ___________________________________________________________________
 FF0898* NAD 83(1986)-  35 33 50.     (N)    090 45 10.     (W)     SCALED    
 FF0898* NAVD 88     -        75.518  (meters)     247.76   (feet)  ADJUSTED  
 FF0898  ___________________________________________________________________
 FF0898  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FF0898  DYNAMIC HT  -          75.452 (meters)     247.55  (feet)  COMP
 FF0898  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 FF0898
 FF0898  VERT ORDER  -  FIRST     CLASS II
 FF0898
 FF0898.The horizontal coordinates were scaled from a topographic map and have
 FF0898.an estimated accuracy of +/- 6 seconds.
 FF0898
 FF0898.The orthometric height was determined by differential leveling
 FF0898.and adjusted by the National Geodetic Survey in June 1991..
 FF0898
 FF0898.The geoid height was determined by GEOID03.
 FF0898
 FF0898.The dynamic height is computed by dividing the NAVD 88
 FF0898.geopotential number by the normal gravity value computed on the
 FF0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0898.degrees latitude (g = 980.6199 gals.).
 FF0898
 FF0898.The modeled gravity was interpolated from observed gravity values.
 FF0898
 FF0898;                    North         East    Units  Estimated Accuracy
 FF0898;SPC AR N     -   137,240.      513,060.      MT  (+/- 180 meters Scaled)
 FF0898
 FF0898                          SUPERSEDED SURVEY CONTROL
 FF0898
 FF0898  NGVD 29 (??/??/??)   75.461  (m)          247.57   (f) ADJUSTED    1 2
 FF0898
 FF0898.Superseded values are not recommended for survey control.
 FF0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0898.See file dsdata.txt to determine how the superseded data were derived.
 FF0898
 FF0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV036379(NAD 83)
 FF0898_MARKER: DB = BENCH MARK DISK
 FF0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0898_SP_SET: CULVERT
 FF0898_STAMPING: Z 182 1956
 FF0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0898+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FF0898
 FF0898  HISTORY     - Date     Condition        Report By
 FF0898  HISTORY     - 1956     MONUMENTED       CGS
 FF0898  HISTORY     - 20020808 GOOD             USACE
 FF0898
 FF0898                          STATION DESCRIPTION
 FF0898
 FF0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0898'1.8 MI W FROM HARRISBURG.
 FF0898'1.75 MILES WEST ALONG STATE HIGHWAY 14 FROM THE FIRST BAPTIST
 FF0898'CHURCH AT HARRISBURG, IN THE TOP OF THE EAST END OF NORTH HEAD
 FF0898'WALL OF A 16-FOOT CONCRETE CULVERT WITH PARTITION, 16 FEET
 FF0898'NORTH OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 FF0898
 FF0898                          STATION RECOVERY (2002)
 FF0898
 FF0898'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0898'THE STATION IS 10.3 FT W. OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0814 ***********************************************************************
 FF0814  DESIGNATION -  Z 183
 FF0814  PID         -  FF0814
 FF0814  STATE/COUNTY-  AR/CRAIGHEAD
 FF0814  USGS QUAD   -  NEEDHAM (1983)
 FF0814
 FF0814                         *CURRENT SURVEY CONTROL
 FF0814  ___________________________________________________________________
 FF0814* NAD 83(1986)-  35 49 05.     (N)    090 33 46.     (W)     SCALED    
 FF0814* NAVD 88     -        71.989  (meters)     236.18   (feet)  POSTED    
 FF0814  ___________________________________________________________________
 FF0814  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF0814  DYNAMIC HT  -          71.930 (meters)     235.99  (feet)  COMP
 FF0814  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 FF0814
 FF0814  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0814
 FF0814.The horizontal coordinates were scaled from a topographic map and have
 FF0814.an estimated accuracy of +/- 6 seconds.
 FF0814
 FF0814.The orthometric height was determined by differential leveling
 FF0814.and adjusted by the National Geodetic Survey in 1992..
 FF0814.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0814.rate of 1.1 thru 2.0 mm/km.
 FF0814
 FF0814.The geoid height was determined by GEOID03.
 FF0814
 FF0814.The dynamic height is computed by dividing the NAVD 88
 FF0814.geopotential number by the normal gravity value computed on the
 FF0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0814.degrees latitude (g = 980.6199 gals.).
 FF0814
 FF0814.The modeled gravity was interpolated from observed gravity values.
 FF0814
 FF0814;                    North         East    Units  Estimated Accuracy
 FF0814;SPC AR N     -   165,670.      529,870.      MT  (+/- 180 meters Scaled)
 FF0814
 FF0814                          SUPERSEDED SURVEY CONTROL
 FF0814
 FF0814  NGVD 29 (??/??/??)   71.918  (m)          235.95   (f) ADJUSTED    1 2
 FF0814
 FF0814.Superseded values are not recommended for survey control.
 FF0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0814.See file dsdata.txt to determine how the superseded data were derived.
 FF0814
 FF0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV201665(NAD 83)
 FF0814_MARKER: DB = BENCH MARK DISK
 FF0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0814_STAMPING: Z 183 1956
 FF0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0814+STABILITY: SURFACE MOTION
 FF0814
 FF0814  HISTORY     - Date     Condition        Report By
 FF0814  HISTORY     - 1956     MONUMENTED       CGS
 FF0814  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF0814  HISTORY     - 1979     MARK NOT FOUND   USGS
 FF0814
 FF0814                          STATION DESCRIPTION
 FF0814
 FF0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0814'4.8 MI E FROM NETTLETON.
 FF0814'4.8 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0814'THE STATION AT NETTLETON, ABOUT 1.15 MILES EAST OF A NORTH-SOUTH
 FF0814'GRAVEL ROAD CROSSING, ABOUT 0.3 MILE WEST OF A PRIVATE FIELD ROAD
 FF0814'CROSSING, 22 FEET SOUTH OF SOUTH RAIL, 102 FEET SOUTHEAST AND
 FF0814'ACROSS TRACK FROM TELEPHONE POLE NO. 1685, 2 FEET NORTH OF A TELEPHONE
 FF0814'POLE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 FF0814'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0814'PROJECTING 4 INCHES.
 FF0814
 FF0814                          STATION RECOVERY (1979)
 FF0814
 FF0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FF0814'MARK NOT FOUND.
 FF0814
 FF0814                          STATION RECOVERY (1979)
 FF0814
 FF0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FF0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0048 ***********************************************************************
 FF0048  DESIGNATION -  Z 184
 FF0048  PID         -  FF0048
 FF0048  STATE/COUNTY-  AR/MISSISSIPPI
 FF0048  USGS QUAD   -  MANILA SOUTH (1983)
 FF0048
 FF0048                         *CURRENT SURVEY CONTROL
 FF0048  ___________________________________________________________________
 FF0048* NAD 83(1986)-  35 52 08.     (N)    090 09 06.     (W)     SCALED    
 FF0048* NAVD 88     -        73.292  (meters)     240.46   (feet)  ADJUSTED  
 FF0048  ___________________________________________________________________
 FF0048  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FF0048  DYNAMIC HT  -          73.230 (meters)     240.26  (feet)  COMP
 FF0048  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 FF0048
 FF0048  VERT ORDER  -  FIRST     CLASS II
 FF0048
 FF0048.The horizontal coordinates were scaled from a topographic map and have
 FF0048.an estimated accuracy of +/- 6 seconds.
 FF0048
 FF0048.The orthometric height was determined by differential leveling
 FF0048.and adjusted by the National Geodetic Survey in June 1991..
 FF0048
 FF0048.The geoid height was determined by GEOID03.
 FF0048
 FF0048.The dynamic height is computed by dividing the NAVD 88
 FF0048.geopotential number by the normal gravity value computed on the
 FF0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0048.degrees latitude (g = 980.6199 gals.).
 FF0048
 FF0048.The modeled gravity was interpolated from observed gravity values.
 FF0048
 FF0048;                    North         East    Units  Estimated Accuracy
 FF0048;SPC AR N     -   171,930.      566,910.      MT  (+/- 180 meters Scaled)
 FF0048
 FF0048                          SUPERSEDED SURVEY CONTROL
 FF0048
 FF0048  NGVD 29 (??/??/??)   73.280  (m)          240.42   (f) ADJUSTED    1 2
 FF0048
 FF0048.Superseded values are not recommended for survey control.
 FF0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0048.See file dsdata.txt to determine how the superseded data were derived.
 FF0048
 FF0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV571731(NAD 83)
 FF0048_MARKER: DB = BENCH MARK DISK
 FF0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0048_STAMPING: Z 184 1956
 FF0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0048+STABILITY: SURFACE MOTION
 FF0048
 FF0048  HISTORY     - Date     Condition        Report By
 FF0048  HISTORY     - 1956     MONUMENTED       CGS
 FF0048  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0048  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0048
 FF0048                          STATION DESCRIPTION
 FF0048
 FF0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0048'1.2 MI SE FROM MANILA.
 FF0048'ABOUT 1.15 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FF0048'RAILWAY FROM THE CITY WATER TOWER AT MANILA, 24 FEET SOUTHWEST
 FF0048'OF SOUTHWEST RAIL, 56 FEET NORTHEAST OF CENTER LINE OF STATE
 FF0048'HIGHWAY 18, 47 FEET WEST OF CENTER OF CROSING OF TRACK AND A
 FF0048'FIELD ROAD LEADING NORTHEAST, 3 FEET NORTHWEST OF MILE POLE NO.
 FF0048'254, 52 FEET SOUTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO.
 FF0048'607, 51 FEET NORTH OF NORTHWEST END OF A 24-INCH PIPE CULVERT
 FF0048'UNDER FIELD ROAD, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 FF0048'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0048'CONCRETE POST PROJECTING 2 INCHES.
 FF0048
 FF0048                          STATION RECOVERY (1978)
 FF0048
 FF0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0048'MARK NOT FOUND.
 FF0048
 FF0048                          STATION RECOVERY (1978)
 FF0048
 FF0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1825 ***********************************************************************
 FE1825  DESIGNATION -  Z 185
 FE1825  PID         -  FE1825
 FE1825  STATE/COUNTY-  AR/MISSISSIPPI
 FE1825  USGS QUAD   -  BLYTHEVILLE (1972)
 FE1825
 FE1825                         *CURRENT SURVEY CONTROL
 FE1825  ___________________________________________________________________
 FE1825* NAD 83(1986)-  35 55 18.     (N)    089 52 42.     (W)     SCALED    
 FE1825* NAVD 88     -        77.126  (meters)     253.04   (feet)  ADJUSTED  
 FE1825  ___________________________________________________________________
 FE1825  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE1825  DYNAMIC HT  -          77.061 (meters)     252.82  (feet)  COMP
 FE1825  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FE1825
 FE1825  VERT ORDER  -  FIRST     CLASS II
 FE1825
 FE1825.The horizontal coordinates were scaled from a topographic map and have
 FE1825.an estimated accuracy of +/- 6 seconds.
 FE1825
 FE1825.The orthometric height was determined by differential leveling
 FE1825.and adjusted by the National Geodetic Survey in June 1991..
 FE1825
 FE1825.The geoid height was determined by GEOID03.
 FE1825
 FE1825.The dynamic height is computed by dividing the NAVD 88
 FE1825.geopotential number by the normal gravity value computed on the
 FE1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1825.degrees latitude (g = 980.6199 gals.).
 FE1825
 FE1825.The modeled gravity was interpolated from observed gravity values.
 FE1825
 FE1825;                    North         East    Units  Estimated Accuracy
 FE1825;SPC AR N     -   178,280.      591,460.      MT  (+/- 180 meters Scaled)
 FE1825
 FE1825                          SUPERSEDED SURVEY CONTROL
 FE1825
 FE1825  NGVD 29 (??/??/??)   77.067  (m)          252.84   (f) ADJUSTED    1 2
 FE1825
 FE1825.Superseded values are not recommended for survey control.
 FE1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1825.See file dsdata.txt to determine how the superseded data were derived.
 FE1825
 FE1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE402790(NAD 83)
 FE1825_MARKER: DB = BENCH MARK DISK
 FE1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1825_STAMPING: Z 185 1956
 FE1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1825+STABILITY: SURFACE MOTION
 FE1825
 FE1825  HISTORY     - Date     Condition        Report By
 FE1825  HISTORY     - 1956     MONUMENTED       CGS
 FE1825  HISTORY     - 1972     MARK NOT FOUND   USGS
 FE1825
 FE1825                          STATION DESCRIPTION
 FE1825
 FE1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1825'0.8 MI E FROM BLYTHEVILLE.
 FE1825'0.75 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FE1825'THE CROSSING OF RUDDLE ROAD WHICH IS IN THE EAST PART OF
 FE1825'BLYTHEVILLE, NEAR THE EAST AND DEAD END OF A DIRT ROAD WHICH
 FE1825'PARALLELS THE SOUTH SIDE OF TRACK, 57 1/2 FEET SOUTH OF SOUTH
 FE1825'RAIL, 13 FEET WEST OF CENTER LINE OF A DRIVE SOUTH TO A FARM
 FE1825'HOUSE, 26 FEET NORTH-NORTHWEST OF NORTHEAST CORNER OF PORCH OF
 FE1825'A FARM HOUSE, 48 FEET SOUTH OF A VERTICAL LENGTH OF RAIL
 FE1825'PROJECTING ABOUT 12 FEET, 6 FEET SOUTHWEST OF WEST END OF A
 FE1825'12-INCH CONCRETE PIPE CULVERT UNDER DRIVE, 3 FEET NORTH OF A
 FE1825'HEDGE ROW, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FE1825'LEVEL WITH DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1825'3 INCHES.
 FE1825
 FE1825                          STATION RECOVERY (1972)
 FE1825
 FE1825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FE1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1822 ***********************************************************************
 FE1822  DESIGNATION -  Z 186
 FE1822  PID         -  FE1822
 FE1822  STATE/COUNTY-  AR/MISSISSIPPI
 FE1822  USGS QUAD   -  ARMOREL (1983)
 FE1822
 FE1822                         *CURRENT SURVEY CONTROL
 FE1822  ___________________________________________________________________
 FE1822* NAD 83(1986)-  35 55 15.     (N)    089 51 21.     (W)     SCALED    
 FE1822* NAVD 88     -        77.499  (meters)     254.26   (feet)  ADJUSTED  
 FE1822  ___________________________________________________________________
 FE1822  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE1822  DYNAMIC HT  -          77.433 (meters)     254.04  (feet)  COMP
 FE1822  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1822
 FE1822  VERT ORDER  -  FIRST     CLASS II
 FE1822
 FE1822.The horizontal coordinates were scaled from a topographic map and have
 FE1822.an estimated accuracy of +/- 6 seconds.
 FE1822
 FE1822.The orthometric height was determined by differential leveling
 FE1822.and adjusted by the National Geodetic Survey in June 1991..
 FE1822
 FE1822.The geoid height was determined by GEOID03.
 FE1822
 FE1822.The dynamic height is computed by dividing the NAVD 88
 FE1822.geopotential number by the normal gravity value computed on the
 FE1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1822.degrees latitude (g = 980.6199 gals.).
 FE1822
 FE1822.The modeled gravity was interpolated from observed gravity values.
 FE1822
 FE1822;                    North         East    Units  Estimated Accuracy
 FE1822;SPC AR N     -   178,230.      593,500.      MT  (+/- 180 meters Scaled)
 FE1822
 FE1822                          SUPERSEDED SURVEY CONTROL
 FE1822
 FE1822  NGVD 29 (??/??/??)   77.436  (m)          254.05   (f) ADJUSTED    1 2
 FE1822
 FE1822.Superseded values are not recommended for survey control.
 FE1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1822.See file dsdata.txt to determine how the superseded data were derived.
 FE1822
 FE1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE423789(NAD 83)
 FE1822_MARKER: DB = BENCH MARK DISK
 FE1822_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1822_SP_SET: 48 FEET
 FE1822_STAMPING: Z 186 1956
 FE1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1822
 FE1822  HISTORY     - Date     Condition        Report By
 FE1822  HISTORY     - 1956     MONUMENTED       CGS
 FE1822  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1822
 FE1822                          STATION DESCRIPTION
 FE1822
 FE1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1822'2 MI E FROM BLYTHEVILLE.
 FE1822'2.0 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FE1822'THE CROSSING OF RUDDLE ROAD WHICH IS IN THE EAST PART OF
 FE1822'BLYTHEVILLE, ABOUT 3.25 MILES WEST OF THE CROSSING OF STATE
 FE1822'HIGHWAY 137 AT ARMOREL, AT THE CROSSING OF STATE HIGHWAY 151 AT
 FE1822'BURTON, 45-3/4 FEET SOUTH AND ACROSS A DRIVE FROM THE SOUTH RAIL,
 FE1822'96 FEET EAST-SOUTHEAST OF CENTER OF CROSSING OF HIGHWAY, 83 FEET
 FE1822'EAST OF CENTER LINE OF HIGHWAY, 96 FEET WEST-SOUTHWEST OF
 FE1822'SOUTHWEST CORNER OF A SCALE PIT, 31 FEET SOUTH OF CENTER LINE OF
 FE1822'A DRIVE EAST TO G.O. POETZ OIL COMPANY, 5 FEET EAST OF A POWER
 FE1822'POLE, ON THE NORTH SIDE OF A DRAINAGE DITCH, 1/2 FOOT NORTH OF
 FE1822'A FENCE LINE, 2 1/2 FEET EAST-NORTHEAST OF A WHITE WOODEN
 FE1822'WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK AND IS A DISK
 FE1822'ON THE TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND
 FE1822'AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 1 INCH.  THE ROD
 FE1822'IS DRIVEN TO A DEPTH OF 48-FEET IN GROUND.
 FE1822
 FE1822                          STATION RECOVERY (2002)
 FE1822
 FE1822'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0085 ***********************************************************************
 GE0085  DESIGNATION -  Z 187
 GE0085  PID         -  GE0085
 GE0085  STATE/COUNTY-  AR/CLAY
 GE0085  USGS QUAD   -  RECTOR (1984)
 GE0085
 GE0085                         *CURRENT SURVEY CONTROL
 GE0085  ___________________________________________________________________
 GE0085* NAD 83(1986)-  36 16 00.     (N)    090 17 13.     (W)     SCALED    
 GE0085* NAVD 88     -        89.901  (meters)     294.95   (feet)  ADJUSTED  
 GE0085  ___________________________________________________________________
 GE0085  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GE0085  DYNAMIC HT  -          89.827 (meters)     294.71  (feet)  COMP
 GE0085  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 GE0085
 GE0085  VERT ORDER  -  FIRST     CLASS II
 GE0085
 GE0085.The horizontal coordinates were scaled from a topographic map and have
 GE0085.an estimated accuracy of +/- 6 seconds.
 GE0085
 GE0085.The orthometric height was determined by differential leveling
 GE0085.and adjusted by the National Geodetic Survey in June 1991..
 GE0085
 GE0085.The geoid height was determined by GEOID03.
 GE0085
 GE0085.The dynamic height is computed by dividing the NAVD 88
 GE0085.geopotential number by the normal gravity value computed on the
 GE0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0085.degrees latitude (g = 980.6199 gals.).
 GE0085
 GE0085.The modeled gravity was interpolated from observed gravity values.
 GE0085
 GE0085;                    North         East    Units  Estimated Accuracy
 GE0085;SPC AR N     -   215,830.      553,930.      MT  (+/- 180 meters Scaled)
 GE0085
 GE0085                          SUPERSEDED SURVEY CONTROL
 GE0085
 GE0085  NGVD 29 (??/??/92)   89.892  (m)          294.92   (f) ADJ UNCH    1 2
 GE0085
 GE0085.Superseded values are not recommended for survey control.
 GE0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0085.See file dsdata.txt to determine how the superseded data were derived.
 GE0085
 GE0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA437169(NAD 83)
 GE0085_MARKER: DB = BENCH MARK DISK
 GE0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0085_STAMPING: Z 187 1956
 GE0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0085+STABILITY: SURFACE MOTION
 GE0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0085+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0085
 GE0085  HISTORY     - Date     Condition        Report By
 GE0085  HISTORY     - 1956     MONUMENTED       CGS
 GE0085  HISTORY     - 20020801 GOOD             USACE
 GE0085
 GE0085                          STATION DESCRIPTION
 GE0085
 GE0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0085'0.2 MI NE FROM RECTOR.
 GE0085'ABOUT 0.25 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GE0085'RAILWAY FROM THE STATION AT RECTOR, ABOUT 0.2 MILE SOUTHWEST OF
 GE0085'MILE POLE 85, 45 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 226 FEET
 GE0085'NORTH-NORTHEAST OF THE CENTER OF CROSSING OF TRACK AND THE SECOND
 GE0085'ROAD CROSSING NORTHEAST OF STATION, 67 FEET EAST OF CENTER LINE
 GE0085'OF A SHORT GRAVEL STREET, 62 FEET NORTHEAST OF A FENCE CORNER, 39
 GE0085'FEET NORTH OF TELEPHONE POLE NO. 746, 1 1/2 FEET SOUTHEAST OF A
 GE0085'FENCE LINE, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 GE0085'ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0085'PROJECTING 3 INCHES.
 GE0085
 GE0085                          STATION RECOVERY (2002)
 GE0085
 GE0085'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0085'THE STATION IS 1.5 FT NE OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0267 ***********************************************************************
 GE0267  DESIGNATION -  Z 188
 GE0267  PID         -  GE0267
 GE0267  STATE/COUNTY-  AR/CLAY
 GE0267  USGS QUAD   -  CORNING (1964)
 GE0267
 GE0267                         *CURRENT SURVEY CONTROL
 GE0267  ___________________________________________________________________
 GE0267* NAD 83(1986)-  36 24 15.     (N)    090 32 48.     (W)     SCALED    
 GE0267* NAVD 88     -        86.582  (meters)     284.06   (feet)  ADJUSTED  
 GE0267  ___________________________________________________________________
 GE0267  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GE0267  DYNAMIC HT  -          86.513 (meters)     283.83  (feet)  COMP
 GE0267  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 GE0267
 GE0267  VERT ORDER  -  FIRST     CLASS II
 GE0267
 GE0267.The horizontal coordinates were scaled from a topographic map and have
 GE0267.an estimated accuracy of +/- 6 seconds.
 GE0267
 GE0267.The orthometric height was determined by differential leveling
 GE0267.and adjusted by the National Geodetic Survey in June 1991..
 GE0267
 GE0267.The geoid height was determined by GEOID03.
 GE0267
 GE0267.The dynamic height is computed by dividing the NAVD 88
 GE0267.geopotential number by the normal gravity value computed on the
 GE0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0267.degrees latitude (g = 980.6199 gals.).
 GE0267
 GE0267.The modeled gravity was interpolated from observed gravity values.
 GE0267
 GE0267;                    North         East    Units  Estimated Accuracy
 GE0267;SPC AR N     -   230,720.      530,370.      MT  (+/- 180 meters Scaled)
 GE0267
 GE0267                          SUPERSEDED SURVEY CONTROL
 GE0267
 GE0267  NGVD 29 (??/??/92)   86.572  (m)          284.03   (f) ADJ UNCH    1 2
 GE0267
 GE0267.Superseded values are not recommended for survey control.
 GE0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0267.See file dsdata.txt to determine how the superseded data were derived.
 GE0267
 GE0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA199315(NAD 83)
 GE0267_MARKER: DB = BENCH MARK DISK
 GE0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0267_STAMPING: Z 188 1956
 GE0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0267+STABILITY: SURFACE MOTION
 GE0267
 GE0267  HISTORY     - Date     Condition        Report By
 GE0267  HISTORY     - 1956     MONUMENTED       CGS
 GE0267  HISTORY     - 1964     MARK NOT FOUND   NGS
 GE0267
 GE0267                          STATION DESCRIPTION
 GE0267
 GE0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0267'1.9 MI E FROM CORNING.
 GE0267'1.9 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE MISSOURI PACIFIC
 GE0267'RAILROAD CROSSING AT CORNING, ABOUT 0.3 MILE WEST OF HIGHWAY
 GE0267'BRIDGE OVER BLACK RIVER, ON THE OUTSIDE OF A CURVE IN HIGHWAY
 GE0267'WITH TANGENTS EXTENDING EAST-SOUTHEAST AND WEST-SOUTHWEST, 46
 GE0267'FEET NORTH OF CENTER LINE OF HIGHWAY, 104 FEET SOUTH-SOUTHWEST
 GE0267'OF SOUTHWEST CORNER OF AN ABANDONED SHACK, 85 FEET
 GE0267'SOUTH-SOUTHWEST OF A WELL WITH PUMP, 30 FEET EAST OF POWER POLE
 GE0267'NO. 102, 34 FEET WEST OF CENTER LINE OF A DIM DRIVE WAY LEADING
 GE0267'NORTH, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 GE0267'FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GE0267'POST PROJECTING 3 INCHES.
 GE0267
 GE0267                          STATION RECOVERY (1964)
 GE0267
 GE0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GE0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0144 ***********************************************************************
 GE0144  DESIGNATION -  Z 189
 GE0144  PID         -  GE0144
 GE0144  STATE/COUNTY-  AR/CLAY
 GE0144  USGS QUAD   -  POLLARD (1984)
 GE0144
 GE0144                         *CURRENT SURVEY CONTROL
 GE0144  ___________________________________________________________________
 GE0144* NAD 83(1986)-  36 26 04.     (N)    090 22 29.     (W)     SCALED    
 GE0144* NAVD 88     -        91.396  (meters)     299.86   (feet)  ADJUSTED  
 GE0144  ___________________________________________________________________
 GE0144  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GE0144  DYNAMIC HT  -          91.321 (meters)     299.61  (feet)  COMP
 GE0144  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 GE0144
 GE0144  VERT ORDER  -  FIRST     CLASS II
 GE0144
 GE0144.The horizontal coordinates were scaled from a topographic map and have
 GE0144.an estimated accuracy of +/- 6 seconds.
 GE0144
 GE0144.The orthometric height was determined by differential leveling
 GE0144.and adjusted by the National Geodetic Survey in June 1991..
 GE0144
 GE0144.The geoid height was determined by GEOID03.
 GE0144
 GE0144.The dynamic height is computed by dividing the NAVD 88
 GE0144.geopotential number by the normal gravity value computed on the
 GE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0144.degrees latitude (g = 980.6199 gals.).
 GE0144
 GE0144.The modeled gravity was interpolated from observed gravity values.
 GE0144
 GE0144;                    North         East    Units  Estimated Accuracy
 GE0144;SPC AR N     -   234,320.      545,730.      MT  (+/- 180 meters Scaled)
 GE0144
 GE0144                          SUPERSEDED SURVEY CONTROL
 GE0144
 GE0144  NGVD 29 (??/??/92)   91.386  (m)          299.82   (f) ADJ UNCH    1 2
 GE0144
 GE0144.Superseded values are not recommended for survey control.
 GE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0144.See file dsdata.txt to determine how the superseded data were derived.
 GE0144
 GE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA353353(NAD 83)
 GE0144_MARKER: DB = BENCH MARK DISK
 GE0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0144_SP_SET: BRIDGE CURING
 GE0144_STAMPING: Z 189 1956
 GE0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0144+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GE0144
 GE0144  HISTORY     - Date     Condition        Report By
 GE0144  HISTORY     - 1956     MONUMENTED       CGS
 GE0144  HISTORY     - 20020801 GOOD             USACE
 GE0144
 GE0144                          STATION DESCRIPTION
 GE0144
 GE0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0144'0.9 MI E FROM MC DOUGAL.
 GE0144'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 62 FROM THE COTTON GIN
 GE0144'AT MC DOUGAL, ABOUT 0.2 MILE WEST OF A CROSSROAD, IN THE TOP OF
 GE0144'WEST END OF THE NORTH BRIDGE CURBING OF A 100-FOOT CONCRETE
 GE0144'BRIDGE OVER LITTLE CACHE RIVER DITCH, 14 FEET NORTH OF CENTER
 GE0144'LINE OF HIGHWAY, 1/2 FOOT EAST OF WEST END OF CURBING, 1/2 FOOT
 GE0144'NORTH OF SOUTH EDGE OF CURBING AND 0.8 FOOT ABOVE LEVEL OF
 GE0144'HIGHWAY.
 GE0144
 GE0144                          STATION RECOVERY (2002)
 GE0144
 GE0144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0144'THE STATION IS ONLY 2 FT N OF W BOUND LANE. UNSAFE FOR GPS
 GE0144'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0051 ***********************************************************************
 DM0051  DESIGNATION -  Z 19
 DM0051  PID         -  DM0051
 DM0051  STATE/COUNTY-  AR/LITTLE RIVER
 DM0051  USGS QUAD   -  ASHDOWN WEST (1975)
 DM0051
 DM0051                         *CURRENT SURVEY CONTROL
 DM0051  ___________________________________________________________________
 DM0051* NAD 83(1986)-  33 41 00.     (N)    094 14 21.     (W)     SCALED    
 DM0051* NAVD 88     -       102.415  (meters)     336.01   (feet)  ADJUSTED  
 DM0051  ___________________________________________________________________
 DM0051  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DM0051  DYNAMIC HT  -         102.309 (meters)     335.66  (feet)  COMP
 DM0051  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 DM0051
 DM0051  VERT ORDER  -  FIRST     CLASS II
 DM0051
 DM0051.The horizontal coordinates were scaled from a topographic map and have
 DM0051.an estimated accuracy of +/- 6 seconds.
 DM0051
 DM0051.The orthometric height was determined by differential leveling
 DM0051.and adjusted by the National Geodetic Survey in June 1991..
 DM0051
 DM0051.The geoid height was determined by GEOID03.
 DM0051
 DM0051.The dynamic height is computed by dividing the NAVD 88
 DM0051.geopotential number by the normal gravity value computed on the
 DM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0051.degrees latitude (g = 980.6199 gals.).
 DM0051
 DM0051.The modeled gravity was interpolated from observed gravity values.
 DM0051
 DM0051;                    North         East    Units  Estimated Accuracy
 DM0051;SPC AR S     -   515,030.      192,400.      MT  (+/- 180 meters Scaled)
 DM0051
 DM0051                          SUPERSEDED SURVEY CONTROL
 DM0051
 DM0051  NGVD 29 (??/??/92)  102.414  (m)          336.00   (f) ADJ UNCH    1 2
 DM0051
 DM0051.Superseded values are not recommended for survey control.
 DM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0051.See file dsdata.txt to determine how the superseded data were derived.
 DM0051
 DM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT851277(NAD 83)
 DM0051_MARKER: DB = BENCH MARK DISK
 DM0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0051_STAMPING: Z 19 1934
 DM0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0051+STABILITY: SURFACE MOTION
 DM0051
 DM0051  HISTORY     - Date     Condition        Report By
 DM0051  HISTORY     - 1934     MONUMENTED       CGS
 DM0051  HISTORY     - 1949     GOOD             NGS
 DM0051  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0051  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0051  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0051
 DM0051                          STATION DESCRIPTION
 DM0051
 DM0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DM0051'6.6 MI W FROM ASHDOWN.
 DM0051'6.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DM0051'STATION AT ASHDOWN, LITTLE RIVER COUNTY, 1200 FEET EAST OF COMET
 DM0051'RAILROAD SIDING ON ST. LOUIS-SAN FRANCISCO RAILWAY, 400 FEET EAST OF
 DM0051'MILEPOLE 640+26, 36 FEET NORTH AND 24 FEET EAST OF RAILROAD X-ING.  A
 DM0051'STANDARD DISK, STAMPED Z 19 1934 AND SET IN THE TOP OF A CONCRETE
 DM0051'POST.
 DM0051
 DM0051                          STATION RECOVERY (1985)
 DM0051
 DM0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0051'NOT RECOVERED, A SEARCHED WAS MADE, POSSIBLY TAKEN OUT BY RAILROAD
 DM0051'EQUIPMENT.
 DM0051
 DM0051                          STATION RECOVERY (1985)
 DM0051
 DM0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0051'MARK NOT FOUND.
 DM0051
 DM0051                          STATION RECOVERY (1997)
 DM0051
 DM0051'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0255 ***********************************************************************
 GE0255  DESIGNATION -  Z 190
 GE0255  PID         -  GE0255
 GE0255  STATE/COUNTY-  AR/CLAY
 GE0255  USGS QUAD   -  CORNING (1964)
 GE0255
 GE0255                         *CURRENT SURVEY CONTROL
 GE0255  ___________________________________________________________________
 GE0255* NAD 83(1986)-  36 27 59.     (N)    090 32 15.     (W)     SCALED    
 GE0255* NAVD 88     -        90.763  (meters)     297.78   (feet)  ADJUSTED  
 GE0255  ___________________________________________________________________
 GE0255  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GE0255  DYNAMIC HT  -          90.690 (meters)     297.54  (feet)  COMP
 GE0255  MODELED GRAV-     979,827.3   (mgal)                       NAVD 88
 GE0255
 GE0255  VERT ORDER  -  FIRST     CLASS II
 GE0255
 GE0255.The horizontal coordinates were scaled from a topographic map and have
 GE0255.an estimated accuracy of +/- 6 seconds.
 GE0255
 GE0255.The orthometric height was determined by differential leveling
 GE0255.and adjusted by the National Geodetic Survey in June 1991..
 GE0255
 GE0255.The geoid height was determined by GEOID03.
 GE0255
 GE0255.The dynamic height is computed by dividing the NAVD 88
 GE0255.geopotential number by the normal gravity value computed on the
 GE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0255.degrees latitude (g = 980.6199 gals.).
 GE0255
 GE0255.The modeled gravity was interpolated from observed gravity values.
 GE0255
 GE0255;                    North         East    Units  Estimated Accuracy
 GE0255;SPC AR N     -   237,630.      531,090.      MT  (+/- 180 meters Scaled)
 GE0255
 GE0255                          SUPERSEDED SURVEY CONTROL
 GE0255
 GE0255  NGVD 29 (??/??/92)   90.752  (m)          297.74   (f) ADJ UNCH    1 2
 GE0255
 GE0255.Superseded values are not recommended for survey control.
 GE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0255.See file dsdata.txt to determine how the superseded data were derived.
 GE0255
 GE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA206384(NAD 83)
 GE0255_MARKER: DB = BENCH MARK DISK
 GE0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0255_STAMPING: Z 190 1956
 GE0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0255+STABILITY: SURFACE MOTION
 GE0255
 GE0255  HISTORY     - Date     Condition        Report By
 GE0255  HISTORY     - 1956     MONUMENTED       CGS
 GE0255  HISTORY     - 20020323 MARK NOT FOUND   USACE
 GE0255
 GE0255                          STATION DESCRIPTION
 GE0255
 GE0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0255'1.2 MI SW FROM MOARK.
 GE0255'1.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0255'STATION AT MOARK, AT AN EAST-WEST ROAD CROSSING, 68 FEET
 GE0255'SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 72 FEET EAST OF
 GE0255'CENTER OF CROSSSING OF ROAD AND MAIN TRACK, 52 FEET
 GE0255'SOUTH-SOUTHEAST AND ACROSS ROAD FROM TELEPHONE POLE NO. 187/19,
 GE0255'20 FEET SOUTH OF CENTER LINE OF ROAD, 23 FEET EAST OF CENTER
 GE0255'OF A FARM GATE, 1 FOOT NORTH OF A FENCE LINE, 2 1/2 FEET EAST OF
 GE0255'A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK
 GE0255'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GE0255
 GE0255                          STATION RECOVERY (2002)
 GE0255
 GE0255'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0207 ***********************************************************************
 DL0207  DESIGNATION -  Z 196
 DL0207  PID         -  DL0207
 DL0207  STATE/COUNTY-  AR/OUACHITA
 DL0207  USGS QUAD   -  SNOW HILL (1985)
 DL0207
 DL0207                         *CURRENT SURVEY CONTROL
 DL0207  ___________________________________________________________________
 DL0207* NAD 83(1986)-  33 24 07.     (N)    092 40 46.     (W)     SCALED    
 DL0207* NAVD 88     -        33.523  (meters)     109.98   (feet)  ADJUSTED  
 DL0207  ___________________________________________________________________
 DL0207  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0207  DYNAMIC HT  -          33.488 (meters)     109.87  (feet)  COMP
 DL0207  MODELED GRAV-     979,591.3   (mgal)                       NAVD 88
 DL0207
 DL0207  VERT ORDER  -  FIRST     CLASS II
 DL0207
 DL0207.The horizontal coordinates were scaled from a topographic map and have
 DL0207.an estimated accuracy of +/- 6 seconds.
 DL0207
 DL0207.The orthometric height was determined by differential leveling
 DL0207.and adjusted by the National Geodetic Survey in June 1991..
 DL0207
 DL0207.The geoid height was determined by GEOID03.
 DL0207
 DL0207.The dynamic height is computed by dividing the NAVD 88
 DL0207.geopotential number by the normal gravity value computed on the
 DL0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0207.degrees latitude (g = 980.6199 gals.).
 DL0207
 DL0207.The modeled gravity was interpolated from observed gravity values.
 DL0207
 DL0207;                    North         East    Units  Estimated Accuracy
 DL0207;SPC AR S     -   481,760.      336,800.      MT  (+/- 180 meters Scaled)
 DL0207
 DL0207                          SUPERSEDED SURVEY CONTROL
 DL0207
 DL0207  NGVD 29 (??/??/92)   33.554  (m)          110.09   (f) ADJ UNCH    1 2
 DL0207
 DL0207.Superseded values are not recommended for survey control.
 DL0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0207.See file dsdata.txt to determine how the superseded data were derived.
 DL0207
 DL0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS298958(NAD 83)
 DL0207_MARKER: DB = BENCH MARK DISK
 DL0207_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0207_SP_SET: 32 FT.
 DL0207_STAMPING: Z 198 1960
 DL0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0207
 DL0207  HISTORY     - Date     Condition        Report By
 DL0207  HISTORY     - 1960     MONUMENTED       CGS
 DL0207
 DL0207                          STATION DESCRIPTION
 DL0207
 DL0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0207'9.25 MI NW FROM NORPHLET.
 DL0207'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0207'STATION AT NORPHLET, THENCE 3.8 MILES NORTH ALONG AN ASPHALT ROAD,
 DL0207'THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD TO THE JOYCE CITY STORE
 DL0207'AND CROSSROADS, THENCE 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 DL0207'THENCE 3.15 MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 20, T 14
 DL0207'S, R 15 W, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 76 FEET
 DL0207'SOUTH OF THE SOUTH CORNER OF A SMALL WOODEN BRIDGE, IN A WOODED AREA,
 DL0207'23 FEET EAST OF A 10-INCH SWEET GUM TREE, 1.8 FEET SOUTHWEST OF A
 DL0207'METAL WITNESS POST, ABOUT 2 FEET BELOW THE ROAD, ON THE TOP OF A
 DL0207'5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A DEPTH OF 32 FEET
 DL0207'AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.  NOTE-- THE SMALL
 DL0207'WOODEN BRIDGE HAS BEEN REPLACED BY A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0131 ***********************************************************************
 DL0131  DESIGNATION -  Z 197
 DL0131  PID         -  DL0131
 DL0131  STATE/COUNTY-  AR/UNION
 DL0131  USGS QUAD   -  NEW UNION (1981)
 DL0131
 DL0131                         *CURRENT SURVEY CONTROL
 DL0131  ___________________________________________________________________
 DL0131* NAD 83(1986)-  33 08 58.     (N)    092 07 40.     (W)     SCALED    
 DL0131* NAVD 88     -        28.240  (meters)      92.65   (feet)  ADJUSTED  
 DL0131  ___________________________________________________________________
 DL0131  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DL0131  DYNAMIC HT  -          28.209 (meters)      92.55  (feet)  COMP
 DL0131  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DL0131
 DL0131  VERT ORDER  -  FIRST     CLASS II
 DL0131
 DL0131.The horizontal coordinates were scaled from a topographic map and have
 DL0131.an estimated accuracy of +/- 6 seconds.
 DL0131
 DL0131.The orthometric height was determined by differential leveling
 DL0131.and adjusted by the National Geodetic Survey in June 1991..
 DL0131
 DL0131.The geoid height was determined by GEOID03.
 DL0131
 DL0131.The dynamic height is computed by dividing the NAVD 88
 DL0131.geopotential number by the normal gravity value computed on the
 DL0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0131.degrees latitude (g = 980.6199 gals.).
 DL0131
 DL0131.The modeled gravity was interpolated from observed gravity values.
 DL0131
 DL0131;                    North         East    Units  Estimated Accuracy
 DL0131;SPC AR S     -   453,560.      388,080.      MT  (+/- 180 meters Scaled)
 DL0131
 DL0131                          SUPERSEDED SURVEY CONTROL
 DL0131
 DL0131  NGVD 29 (??/??/92)   28.297  (m)           92.84   (f) ADJ UNCH    1 2
 DL0131
 DL0131.Superseded values are not recommended for survey control.
 DL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0131.See file dsdata.txt to determine how the superseded data were derived.
 DL0131
 DL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS813681(NAD 83)
 DL0131_MARKER: DB = BENCH MARK DISK
 DL0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0131_SP_SET: BRIDGE
 DL0131_STAMPING: Z 197 1960
 DL0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0131
 DL0131  HISTORY     - Date     Condition        Report By
 DL0131  HISTORY     - 1960     MONUMENTED       CGS
 DL0131  HISTORY     - 1964     GOOD             NGS
 DL0131
 DL0131                          STATION DESCRIPTION
 DL0131
 DL0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0131'12.6 MI NE FROM FELSENTHAL.
 DL0131'2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DL0131'FELSENTHAL, THENCE 5.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 5.2
 DL0131'MILES EAST ALONG U. S. HIGHWAY 82, AT THE EAST END OF THE OUACHITA
 DL0131'RIVER RELIEF BRIDGE, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 DL0131'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE CURB OF THE BRIDGE,
 DL0131'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DL0131
 DL0131                          STATION RECOVERY (1964)
 DL0131
 DL0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0239 ***********************************************************************
 DL0239  DESIGNATION -  Z 198
 DL0239  PID         -  DL0239
 DL0239  STATE/COUNTY-  AR/UNION
 DL0239  USGS QUAD   -  CALION (1978)
 DL0239
 DL0239                         *CURRENT SURVEY CONTROL
 DL0239  ___________________________________________________________________
 DL0239* NAD 83(1986)-  33 19 48.     (N)    092 31 53.     (W)     SCALED    
 DL0239* NAVD 88     -        27.492  (meters)      90.20   (feet)  ADJUSTED  
 DL0239  ___________________________________________________________________
 DL0239  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL0239  DYNAMIC HT  -          27.463 (meters)      90.10  (feet)  COMP
 DL0239  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 DL0239
 DL0239  VERT ORDER  -  FIRST     CLASS II
 DL0239
 DL0239.The horizontal coordinates were scaled from a topographic map and have
 DL0239.an estimated accuracy of +/- 6 seconds.
 DL0239
 DL0239.The orthometric height was determined by differential leveling
 DL0239.and adjusted by the National Geodetic Survey in June 1991..
 DL0239
 DL0239.The geoid height was determined by GEOID03.
 DL0239
 DL0239.The dynamic height is computed by dividing the NAVD 88
 DL0239.geopotential number by the normal gravity value computed on the
 DL0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0239.degrees latitude (g = 980.6199 gals.).
 DL0239
 DL0239.The modeled gravity was interpolated from observed gravity values.
 DL0239
 DL0239;                    North         East    Units  Estimated Accuracy
 DL0239;SPC AR S     -   473,700.      350,530.      MT  (+/- 180 meters Scaled)
 DL0239
 DL0239                          SUPERSEDED SURVEY CONTROL
 DL0239
 DL0239  NGVD 29 (??/??/92)   27.532  (m)           90.33   (f) ADJ UNCH    1 2
 DL0239
 DL0239.Superseded values are not recommended for survey control.
 DL0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0239.See file dsdata.txt to determine how the superseded data were derived.
 DL0239
 DL0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS436879(NAD 83)
 DL0239_MARKER: DB = BENCH MARK DISK
 DL0239_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0239_SP_SET: 48 FT.
 DL0239_STAMPING: Z 198 1960
 DL0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0239+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DL0239
 DL0239  HISTORY     - Date     Condition        Report By
 DL0239  HISTORY     - 1960     MONUMENTED       CGS
 DL0239  HISTORY     - 1964     GOOD             NGS
 DL0239  HISTORY     - 20050920 GOOD             ARHD
 DL0239
 DL0239                          STATION DESCRIPTION
 DL0239
 DL0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0239'0.65 MI E FROM CALION.
 DL0239'ABOUT 0.65 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DL0239'CALION, IN SECTION 15, T 16 S, R 14 W, 0.1 MILE SOUTHWEST OF THE POINT
 DL0239'WHERE THE ROAD CROSSES A LEVEE, 76 FEET NORTHWEST OF THE CENTER LINE
 DL0239'OF THE ROAD, 51 FEET NORTHWEST OF A POWER POLE BEARING A TRANSFORMER,
 DL0239'30 FEET SOUTHEAST OF A 22-INCH SWEET GUM TREE, 1.7 FEET NORTHWEST OF A
 DL0239'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND ON
 DL0239'THE TOP OF A 5/8-INCH COPPER COATED ROAD THAT IS DRIVEN TO A DEPTH OF
 DL0239'48 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 7 INCHES.
 DL0239'NOTE-- THE TRANSFORMER HAS BEEN REMOVED FROM THE POWERLINE POLE.
 DL0239
 DL0239                          STATION RECOVERY (1964)
 DL0239
 DL0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0239'RECOVERED IN GOOD CONDITION.
 DL0239
 DL0239                          STATION RECOVERY (2005)
 DL0239
 DL0239'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0111 ***********************************************************************
 DL0111  DESIGNATION -  Z 199
 DL0111  PID         -  DL0111
 DL0111  STATE/COUNTY-  AR/UNION
 DL0111  USGS QUAD   -  NEW LONDON (1981)
 DL0111
 DL0111                         *CURRENT SURVEY CONTROL
 DL0111  ___________________________________________________________________
 DL0111* NAD 83(1986)-  33 10 32.     (N)    092 17 14.     (W)     SCALED    
 DL0111* NAVD 88     -        48.624  (meters)     159.53   (feet)  ADJUSTED  
 DL0111  ___________________________________________________________________
 DL0111  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DL0111  DYNAMIC HT  -          48.572 (meters)     159.36  (feet)  COMP
 DL0111  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 DL0111
 DL0111  VERT ORDER  -  FIRST     CLASS II
 DL0111
 DL0111.The horizontal coordinates were scaled from a topographic map and have
 DL0111.an estimated accuracy of +/- 6 seconds.
 DL0111
 DL0111.The orthometric height was determined by differential leveling
 DL0111.and adjusted by the National Geodetic Survey in June 1991..
 DL0111
 DL0111.The geoid height was determined by GEOID03.
 DL0111
 DL0111.The dynamic height is computed by dividing the NAVD 88
 DL0111.geopotential number by the normal gravity value computed on the
 DL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0111.degrees latitude (g = 980.6199 gals.).
 DL0111
 DL0111.The modeled gravity was interpolated from observed gravity values.
 DL0111
 DL0111;                    North         East    Units  Estimated Accuracy
 DL0111;SPC AR S     -   456,480.      373,210.      MT  (+/- 180 meters Scaled)
 DL0111
 DL0111                          SUPERSEDED SURVEY CONTROL
 DL0111
 DL0111  NGVD 29 (??/??/92)   48.679  (m)          159.71   (f) ADJ UNCH    1 2
 DL0111
 DL0111.Superseded values are not recommended for survey control.
 DL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0111.See file dsdata.txt to determine how the superseded data were derived.
 DL0111
 DL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS664709(NAD 83)
 DL0111_MARKER: DB = BENCH MARK DISK
 DL0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0111_STAMPING: Z 199 1960
 DL0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0111+STABILITY: SURFACE MOTION
 DL0111
 DL0111  HISTORY     - Date     Condition        Report By
 DL0111  HISTORY     - 1960     MONUMENTED       CGS
 DL0111  HISTORY     - 1964     GOOD             NGS
 DL0111  HISTORY     - 20040926 GOOD             USPSQD
 DL0111
 DL0111                          STATION DESCRIPTION
 DL0111
 DL0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0111'10.45 MI NE FROM STRONG.
 DL0111'0.15 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0111'STATION AT STRONG, THENCE 1.1 MILE NORTHEAST ALONG A PAVED ROAD,
 DL0111'THENCE 4.85 MILES NORTH ALONG A GRADED DIRT ROAD TO THE NEW LONDON
 DL0111'COMMUNITY, THENCE 3.25 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.1
 DL0111'MILES SOUTH-SOUTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 6, T 18 S,
 DL0111'R 11 W, 67 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.15
 DL0111'MILES NORTH-NORTHWEST OF THE EBENEZER PRESBYTERIAN CHURCH, 119 FEET
 DL0111'NORTH OF THE CENTER OF THE JUNCTION OF A NARROW DIRT ROAD LEADING
 DL0111'SOUTH, 0.15 MILE SOUTH-SOUTHEAST OF A FARMHOUSE, 54 FEET
 DL0111'NORTH-NORTHEAST OF A 40-INCH OAK TREE, 40 FEET NORTH OF A FORKED GUM
 DL0111'TREE, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 DL0111'CONCRETE POST PROJECTING 5 INCHES.
 DL0111
 DL0111                          STATION RECOVERY (1964)
 DL0111
 DL0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0111'RECOVERED IN GOOD CONDITION.
 DL0111
 DL0111                          STATION RECOVERY (2004)
 DL0111
 DL0111'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0721 ***********************************************************************
 FF0721  DESIGNATION -  Z 2
 FF0721  PID         -  FF0721
 FF0721  STATE/COUNTY-  AR/LAWRENCE
 FF0721  USGS QUAD   -  BONO (1980)
 FF0721
 FF0721                         *CURRENT SURVEY CONTROL
 FF0721  ___________________________________________________________________
 FF0721* NAD 83(1997)-  35 58 39.17459(N)    090 51 37.68715(W)     ADJUSTED  
 FF0721* NAVD 88     -        79.957  (meters)     262.33   (feet)  ADJUSTED  
 FF0721  ___________________________________________________________________
 FF0721  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FF0721  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FF0721  DYNAMIC HT  -          79.891 (meters)     262.11  (feet)  COMP
 FF0721  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 FF0721
 FF0721  HORZ ORDER  -  SECOND
 FF0721  VERT ORDER  -  FIRST     CLASS II
 FF0721
 FF0721.The horizontal coordinates were established by classical geodetic methods
 FF0721.and adjusted by the National Geodetic Survey in September 1999..
 FF0721.No horizontal observational check was made to the station.
 FF0721
 FF0721.The orthometric height was determined by differential leveling
 FF0721.and adjusted by the National Geodetic Survey in January 1995..
 FF0721
 FF0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0721
 FF0721.The geoid height was determined by GEOID03.
 FF0721
 FF0721.The dynamic height is computed by dividing the NAVD 88
 FF0721.geopotential number by the normal gravity value computed on the
 FF0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0721.degrees latitude (g = 980.6199 gals.).
 FF0721
 FF0721.The modeled gravity was interpolated from observed gravity values.
 FF0721
 FF0721;                    North         East     Units Scale Factor Converg.
 FF0721;SPC AR N     -   183,009.166   502,767.000   MT  0.99995943   +0 39 47.1
 FF0721;SPC AR N     -   600,422.57  1,649,494.73   sFT  0.99995943   +0 39 47.1
 FF0721;UTM  15      - 3,983,574.665   692,899.525   MT  1.00005852   +1 15 26.3
 FF0721
 FF0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0721!SPC AR N     -   0.99999183  x   0.99995943  =   0.99995126
 FF0721!UTM  15      -   0.99999183  x   1.00005852  =   1.00005035
 FF0721
 FF0721                          SUPERSEDED SURVEY CONTROL
 FF0721
 FF0721  NAD 83(1997)-  35 58 39.18501(N)    090 51 37.68707(W) AD(       ) 2
 FF0721  NAD 83(1986)-  35 58 39.18530(N)    090 51 37.68694(W) AD(       ) 2
 FF0721  NAD 27      -  35 58 38.92670(N)    090 51 37.26480(W) AD(       ) 2
 FF0721  NAVD 88 (06/15/91)   79.981  (m)          262.40   (f) UNKNOWN     1 2
 FF0721  NGVD 29 (10/05/93)   79.875  (m)          262.06   (f) ADJUSTED    1 2
 FF0721
 FF0721.Superseded values are not recommended for survey control.
 FF0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0721.See file dsdata.txt to determine how the superseded data were derived.
 FF0721
 FF0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9290083575(NAD 83)
 FF0721_MARKER: DB = BENCH MARK DISK
 FF0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0721_SP_SET: CONCRETE POST
 FF0721_STAMPING: Z 2 1928 262.116
 FF0721_MARK LOGO: CGS   
 FF0721_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0721+STABILITY: SURFACE MOTION
 FF0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0721+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 FF0721
 FF0721  HISTORY     - Date     Condition        Report By
 FF0721  HISTORY     - 1953     MONUMENTED       CGS
 FF0721  HISTORY     - 1958     GOOD             CGS
 FF0721  HISTORY     - 19920323 GOOD             NGS
 FF0721  HISTORY     - 20020827 GOOD             USACE
 FF0721
 FF0721                          STATION DESCRIPTION
 FF0721
 FF0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FF0721'SEE STATION SEDGWICK SE BASE 2
 FF0721
 FF0721                          STATION RECOVERY (1958)
 FF0721
 FF0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FF0721'0.1 MI SE FROM SEDGWICK.
 FF0721'0.1 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0721'THE STATION AT SEDGWICK, LAWRENCE COUNTY, 92 FEET NORTHWEST OF A
 FF0721'SWITCH STAND, 55 FEET SOUHEAST OF A DERAIL SIGN, JUST WEST OF
 FF0721'POLE 406/6 AND 31 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN
 FF0721'TRACK.  A STANDARD DISK, STAMPED 262.116 Z 2 1928 AND SET IN THE TOP
 FF0721'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FF0721
 FF0721                          STATION RECOVERY (1992)
 FF0721
 FF0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0721'IN SEDGWICK, AT THE SOUTH INTERSECTION OF STATE HIGHWAY 228 AND U.S.
 FF0721'HIGHWAY 63, 85.1 NORTHWEST OF THE STATE HIGHWAY CENTERLINE, 43.4 M
 FF0721'(142.4 FT) NORTHEAST OF THE U.S. HIGHWAY CENTERLINE, 27.8 M
 FF0721'(91.2 FT) NORTHWEST OF A SWITCH STAND, 12.6 M (41.3 FT) SOUTHEAST OF
 FF0721'UTILITY POLE NUMBER 1662 511 1, 10.3 M (33.8 FT) WEST OF THE WEST
 FF0721'CORNER OF THE B AND R MACHINE SHOP, 8.7 M (28.5 FT) NORTHEAST OF THE
 FF0721'NEAR RAIL OF THE MAIN TRACK OF THE BURLINGTON NORTHERN RAILROAD, AND
 FF0721'0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 FF0721
 FF0721                          STATION RECOVERY (2002)
 FF0721
 FF0721'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0007 ***********************************************************************
 EK0007  DESIGNATION -  Z 20
 EK0007  PID         -  EK0007
 EK0007  STATE/COUNTY-  AR/SCOTT
 EK0007  USGS QUAD   -  BOLES (1983)
 EK0007
 EK0007                         *CURRENT SURVEY CONTROL
 EK0007  ___________________________________________________________________
 EK0007* NAD 83(1986)-  34 46 43.     (N)    094 02 57.     (W)     SCALED    
 EK0007* NAVD 88     -       202.765  (meters)     665.24   (feet)  ADJUSTED  
 EK0007  ___________________________________________________________________
 EK0007  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 EK0007  DYNAMIC HT  -         202.552 (meters)     664.54  (feet)  COMP
 EK0007  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 EK0007
 EK0007  VERT ORDER  -  FIRST     CLASS II
 EK0007
 EK0007.The horizontal coordinates were scaled from a topographic map and have
 EK0007.an estimated accuracy of +/- 6 seconds.
 EK0007
 EK0007.The orthometric height was determined by differential leveling
 EK0007.and adjusted by the National Geodetic Survey in June 1991..
 EK0007
 EK0007.The geoid height was determined by GEOID03.
 EK0007
 EK0007.The dynamic height is computed by dividing the NAVD 88
 EK0007.geopotential number by the normal gravity value computed on the
 EK0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0007.degrees latitude (g = 980.6199 gals.).
 EK0007
 EK0007.The modeled gravity was interpolated from observed gravity values.
 EK0007
 EK0007;                    North         East    Units  Estimated Accuracy
 EK0007;SPC AR N     -    51,350.      212,440.      MT  (+/- 180 meters Scaled)
 EK0007
 EK0007                          SUPERSEDED SURVEY CONTROL
 EK0007
 EK0007  NGVD 29 (??/??/92)  202.658  (m)          664.89   (f) ADJ UNCH    1 2
 EK0007
 EK0007.Superseded values are not recommended for survey control.
 EK0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0007.See file dsdata.txt to determine how the superseded data were derived.
 EK0007
 EK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU040489(NAD 83)
 EK0007_MARKER: DB = BENCH MARK DISK
 EK0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0007_SP_SET: CULVERT
 EK0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0007
 EK0007  HISTORY     - Date     Condition        Report By
 EK0007  HISTORY     - UNK      MONUMENTED       CGS
 EK0007  HISTORY     - 1931     GOOD             NGS
 EK0007  HISTORY     - 1965     GOOD             NGS
 EK0007  HISTORY     - 1982     MARK NOT FOUND   USGS
 EK0007  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0007  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EK0007
 EK0007                          STATION DESCRIPTION
 EK0007
 EK0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 EK0007'AT BOLES.
 EK0007'LOCATED ABOUT 120 YARDS NORTH OF THE POST OFFICE AT BOLES, ON
 EK0007'THE WEST END OF CULVERT 11-11.68, MARK IS 9.2 MILES SOUTH OF
 EK0007'WALDRON, AND 1.8 MILES SOUTH OF Y 20.
 EK0007
 EK0007                          STATION RECOVERY (1965)
 EK0007
 EK0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EK0007'RECOVERED IN GOOD CONDITION.
 EK0007
 EK0007                          STATION RECOVERY (1982)
 EK0007
 EK0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EK0007'MARK NOT FOUND.
 EK0007
 EK0007                          STATION RECOVERY (1985)
 EK0007
 EK0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0007'SEARCHED FOR BUT NOT RECOVERED, THE AREA HAS BEEN CLEARED AND IS NOW
 EK0007'PRIVATE PROPERTY.
 EK0007
 EK0007                          STATION RECOVERY (1987)
 EK0007
 EK0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 EK0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0101 ***********************************************************************
 DL0101  DESIGNATION -  Z 201
 DL0101  PID         -  DL0101
 DL0101  STATE/COUNTY-  AR/UNION
 DL0101  USGS QUAD   -  NEW LONDON (1981)
 DL0101
 DL0101                         *CURRENT SURVEY CONTROL
 DL0101  ___________________________________________________________________
 DL0101* NAD 83(1986)-  33 14 07.     (N)    092 19 35.     (W)     SCALED    
 DL0101* NAVD 88     -        34.109  (meters)     111.91   (feet)  ADJUSTED  
 DL0101  ___________________________________________________________________
 DL0101  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL0101  DYNAMIC HT  -          34.073 (meters)     111.79  (feet)  COMP
 DL0101  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DL0101
 DL0101  VERT ORDER  -  FIRST     CLASS II
 DL0101
 DL0101.The horizontal coordinates were scaled from a topographic map and have
 DL0101.an estimated accuracy of +/- 6 seconds.
 DL0101
 DL0101.The orthometric height was determined by differential leveling
 DL0101.and adjusted by the National Geodetic Survey in June 1991..
 DL0101
 DL0101.The geoid height was determined by GEOID03.
 DL0101
 DL0101.The dynamic height is computed by dividing the NAVD 88
 DL0101.geopotential number by the normal gravity value computed on the
 DL0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0101.degrees latitude (g = 980.6199 gals.).
 DL0101
 DL0101.The modeled gravity was interpolated from observed gravity values.
 DL0101
 DL0101;                    North         East    Units  Estimated Accuracy
 DL0101;SPC AR S     -   463,120.      369,580.      MT  (+/- 180 meters Scaled)
 DL0101
 DL0101                          SUPERSEDED SURVEY CONTROL
 DL0101
 DL0101  NGVD 29 (??/??/92)   34.159  (m)          112.07   (f) ADJ UNCH    1 2
 DL0101
 DL0101.Superseded values are not recommended for survey control.
 DL0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0101.See file dsdata.txt to determine how the superseded data were derived.
 DL0101
 DL0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS627775(NAD 83)
 DL0101_MARKER: DB = BENCH MARK DISK
 DL0101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0101_SP_SET: 32 FT.
 DL0101_STAMPING: Z 201 1960
 DL0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0101
 DL0101  HISTORY     - Date     Condition        Report By
 DL0101  HISTORY     - 1960     MONUMENTED       CGS
 DL0101  HISTORY     - 1964     GOOD             NGS
 DL0101  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0101  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0101
 DL0101                          STATION DESCRIPTION
 DL0101
 DL0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0101'9.65 MI N FROM STRONG.
 DL0101'0.15 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 DL0101'STATION AT STRONG, THENCE 1.1 MILES NORTHEAST ALONG A PAVED ROAD,
 DL0101'THENCE 8.4 MILES NORTH ALONG A GRADED DIRT ROAD, IN SECTION 15, T 17
 DL0101'S, R 12 W, 0.1 MILE NORTH OF A HOUSE WHICH IS ON THE CREST OF A HILL,
 DL0101'64 FEET EAST OF THE CENTER LINE OF THE ROAD, 145 FEET SOUTH-SOUTHEAST
 DL0101'OF THE CENTER OF THE JUNCTION OF A GRADED DIRT ROAD LEADING NORTHWEST,
 DL0101'34 FEET SOUTH OF THE CENTER LINE OF A DIM WOODS ROAD, 11 1/2 FEET
 DL0101'SOUTHEAST OF A 24-INCH SWEET GUM TREE, 2.0 FEET SOUTH OF A METAL
 DL0101'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 DL0101'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED
 DL0101'IN A 6-INCH TILE WHICH PROJECTS 7 INCHES.
 DL0101
 DL0101                          STATION RECOVERY (1964)
 DL0101
 DL0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0101'RECOVERED IN GOOD CONDITION.
 DL0101
 DL0101                          STATION RECOVERY (1977)
 DL0101
 DL0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0101'MARK NOT FOUND.
 DL0101
 DL0101                          STATION RECOVERY (2004)
 DL0101
 DL0101'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPM)
 DL0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0754 ***********************************************************************
 DL0754  DESIGNATION -  Z 202
 DL0754  PID         -  DL0754
 DL0754  STATE/COUNTY-  AR/LAFAYETTE
 DL0754  USGS QUAD   -  LEWISVILLE (1978)
 DL0754
 DL0754                         *CURRENT SURVEY CONTROL
 DL0754  ___________________________________________________________________
 DL0754* NAD 83(1986)-  33 21 17.     (N)    093 33 27.     (W)     SCALED    
 DL0754* NAVD 88     -        91.113  (meters)     298.93   (feet)  ADJUSTED  
 DL0754  ___________________________________________________________________
 DL0754  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DL0754  DYNAMIC HT  -          91.015 (meters)     298.61  (feet)  COMP
 DL0754  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DL0754
 DL0754  VERT ORDER  -  FIRST     CLASS II
 DL0754
 DL0754.The horizontal coordinates were scaled from a topographic map and have
 DL0754.an estimated accuracy of +/- 6 seconds.
 DL0754
 DL0754.The orthometric height was determined by differential leveling
 DL0754.and adjusted by the National Geodetic Survey in June 1991..
 DL0754
 DL0754.The geoid height was determined by GEOID03.
 DL0754
 DL0754.The dynamic height is computed by dividing the NAVD 88
 DL0754.geopotential number by the normal gravity value computed on the
 DL0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0754.degrees latitude (g = 980.6199 gals.).
 DL0754
 DL0754.The modeled gravity was interpolated from observed gravity values.
 DL0754
 DL0754;                    North         East    Units  Estimated Accuracy
 DL0754;SPC AR S     -   477,420.      255,040.      MT  (+/- 180 meters Scaled)
 DL0754
 DL0754                          SUPERSEDED SURVEY CONTROL
 DL0754
 DL0754  NGVD 29 (??/??/92)   91.152  (m)          299.05   (f) ADJ UNCH    1 2
 DL0754
 DL0754.Superseded values are not recommended for survey control.
 DL0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0754.See file dsdata.txt to determine how the superseded data were derived.
 DL0754
 DL0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS481907(NAD 83)
 DL0754_MARKER: DB = BENCH MARK DISK
 DL0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0754_STAMPING: Z 202 1960
 DL0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0754+STABILITY: SURFACE MOTION
 DL0754
 DL0754  HISTORY     - Date     Condition        Report By
 DL0754  HISTORY     - 1960     MONUMENTED       CGS
 DL0754  HISTORY     - 1963     GOOD             NGS
 DL0754
 DL0754                          STATION DESCRIPTION
 DL0754
 DL0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0754'1.35 MI E FROM LEWISVILLE.
 DL0754'ABOUT 1.35 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0754'THE STATION AT LEWISVILLE, IN SECTION 14, T 16 S, R 24 W, 0.4 MILE OR
 DL0754'13 POLES WEST OF MILEPOST 388, 0.1 MILE WEST OF A ROAD CROSSING, 4
 DL0754'RAILS WEST OF A POWER LINE CROSSING OVER THE TRACK, 59 FEET SOUTH OF
 DL0754'THE SOUTH RAIL, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3
 DL0754'1/2 FEET ABOVE THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 DL0754'PROJECTING 4 INCHES.
 DL0754
 DL0754                          STATION RECOVERY (1963)
 DL0754
 DL0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0652 ***********************************************************************
 DL0652  DESIGNATION -  Z 203
 DL0652  PID         -  DL0652
 DL0652  STATE/COUNTY-  AR/COLUMBIA
 DL0652  USGS QUAD   -  CALHOUN (1966)
 DL0652
 DL0652                         *CURRENT SURVEY CONTROL
 DL0652  ___________________________________________________________________
 DL0652* NAD 83(1986)-  33 11 43.     (N)    093 13 45.     (W)     SCALED    
 DL0652* NAVD 88     -        97.601  (meters)     320.21   (feet)  ADJUSTED  
 DL0652  ___________________________________________________________________
 DL0652  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DL0652  DYNAMIC HT  -          97.496 (meters)     319.87  (feet)  COMP
 DL0652  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DL0652
 DL0652  VERT ORDER  -  SECOND    CLASS 0
 DL0652
 DL0652.The horizontal coordinates were scaled from a topographic map and have
 DL0652.an estimated accuracy of +/- 6 seconds.
 DL0652
 DL0652.The orthometric height was determined by differential leveling
 DL0652.and adjusted by the National Geodetic Survey in June 1991..
 DL0652
 DL0652.The geoid height was determined by GEOID03.
 DL0652
 DL0652.The dynamic height is computed by dividing the NAVD 88
 DL0652.geopotential number by the normal gravity value computed on the
 DL0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0652.degrees latitude (g = 980.6199 gals.).
 DL0652
 DL0652.The modeled gravity was interpolated from observed gravity values.
 DL0652
 DL0652;                    North         East    Units  Estimated Accuracy
 DL0652;SPC AR S     -   459,320.      285,380.      MT  (+/- 180 meters Scaled)
 DL0652
 DL0652                          SUPERSEDED SURVEY CONTROL
 DL0652
 DL0652  NGVD 29 (??/??/92)   97.650  (m)          320.37   (f) ADJ UNCH    2 0
 DL0652
 DL0652.Superseded values are not recommended for survey control.
 DL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0652.See file dsdata.txt to determine how the superseded data were derived.
 DL0652
 DL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS786729(NAD 83)
 DL0652_MARKER: DB = BENCH MARK DISK
 DL0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0652_SP_SET: 64 FT.
 DL0652_STAMPING: Z 203 1960
 DL0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0652
 DL0652  HISTORY     - Date     Condition        Report By
 DL0652  HISTORY     - 1960     MONUMENTED       CGS
 DL0652  HISTORY     - 1963     GOOD             NGS
 DL0652
 DL0652                          STATION DESCRIPTION
 DL0652
 DL0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0652'5.3 MI S FROM MAGNOLIA.
 DL0652'ABOUT 5.3 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0652'THE STATION AT MAGNOLIA, 0.3 MILE NORTH OF MILEPOST 12, AT THE NORTH
 DL0652'END OF A SIDING, IN THE NORTHWEST CORNER OF SECTION 7, T 18 S, R 20 W,
 DL0652'42 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 48 FEET SOUTH OF THE
 DL0652'CENTER LINE OF A DIRT ROAD, 65 FEET SOUTHEAST OF THE CENTER OF A ROAD
 DL0652'CROSSING, 53 1/2 FEET WEST-SOUTHWEST OF A BRACED POWER POLE, 18 FEET
 DL0652'SOUTH OF A ROW OF POWER POLES, 1.7 FEET EAST OF A METAL WITNESS POST,
 DL0652'ABOUT LEVEL WITH THE TRACKS, ON THE TOP OF A 5/8-INCH COPPER COATED
 DL0652'STEEL ROD THAT IS DRIVEN TO A DEPTH OF 64 FEET AND IS ENCASED IN A
 DL0652'6-INCH TILE PROJECTING 6 INCHES.
 DL0652
 DL0652                          STATION RECOVERY (1963)
 DL0652
 DL0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0622 ***********************************************************************
 DL0622  DESIGNATION -  Z 204
 DL0622  PID         -  DL0622
 DL0622  STATE/COUNTY-  AR/COLUMBIA
 DL0622  USGS QUAD   -  MAGNOLIA (1968)
 DL0622
 DL0622                         *CURRENT SURVEY CONTROL
 DL0622  ___________________________________________________________________
 DL0622* NAD 83(1986)-  33 18 13.     (N)    093 14 36.     (W)     SCALED    
 DL0622* NAVD 88     -        93.210  (meters)     305.81   (feet)  ADJUSTED  
 DL0622  ___________________________________________________________________
 DL0622  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL0622  DYNAMIC HT  -          93.111 (meters)     305.48  (feet)  COMP
 DL0622  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DL0622
 DL0622  VERT ORDER  -  SECOND    CLASS 0
 DL0622
 DL0622.The horizontal coordinates were scaled from a topographic map and have
 DL0622.an estimated accuracy of +/- 6 seconds.
 DL0622
 DL0622.The orthometric height was determined by differential leveling
 DL0622.and adjusted by the National Geodetic Survey in June 1991..
 DL0622
 DL0622.The geoid height was determined by GEOID03.
 DL0622
 DL0622.The dynamic height is computed by dividing the NAVD 88
 DL0622.geopotential number by the normal gravity value computed on the
 DL0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0622.degrees latitude (g = 980.6199 gals.).
 DL0622
 DL0622.The modeled gravity was interpolated from observed gravity values.
 DL0622
 DL0622;                    North         East    Units  Estimated Accuracy
 DL0622;SPC AR S     -   471,350.      284,210.      MT  (+/- 180 meters Scaled)
 DL0622
 DL0622                          SUPERSEDED SURVEY CONTROL
 DL0622
 DL0622  NGVD 29 (??/??/92)   93.245  (m)          305.92   (f) ADJ UNCH    2 0
 DL0622
 DL0622.Superseded values are not recommended for survey control.
 DL0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0622.See file dsdata.txt to determine how the superseded data were derived.
 DL0622
 DL0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS773849(NAD 83)
 DL0622_MARKER: DB = BENCH MARK DISK
 DL0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0622_STAMPING: Z 204 1960
 DL0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0622+STABILITY: SURFACE MOTION
 DL0622
 DL0622  HISTORY     - Date     Condition        Report By
 DL0622  HISTORY     - 1960     MONUMENTED       CGS
 DL0622
 DL0622                          STATION DESCRIPTION
 DL0622
 DL0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0622'2.6 MI N FROM MAGNOLIA.
 DL0622'ABOUT 2.6 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 DL0622'THE STATION AT MAGNOLIA, IN SECTION 35, T 16 S, R 21 W, 0.1 MILE OR
 DL0622'486 FEET NORTH OF MILEPOST 4, AT THE NORTH END OF A SHALLOW CUT, 32
 DL0622'FEET WEST OF THE WEST RAIL, 38 FEET NORTHWEST OF THE CENTER OF A
 DL0622'PRIVATE ROAD CROSSING, 46 1/2 FEET SOUTH OF A TELEPHONE POLE, IN LINE
 DL0622'WITH A ROW OF TELEPHONE POLES, 2.0 FEET NORTHWEST OF A METAL WITNESS
 DL0622'POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 DL0622'PROJECTING 5 INCHES.  NOTE-- ABOUT 3.65 MILES SOUTH ALONG THE
 DL0622'LOUISIANA AND NORTH WEST RAILROAD FROM THE STATION AT MCNEIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1342 ***********************************************************************
 FF1342  DESIGNATION -  Z 205
 FF1342  PID         -  FF1342
 FF1342  STATE/COUNTY-  AR/WHITE
 FF1342  USGS QUAD   -  VELVET RIDGE (1965)
 FF1342
 FF1342                         *CURRENT SURVEY CONTROL
 FF1342  ___________________________________________________________________
 FF1342* NAD 83(1986)-  35 22 34.     (N)    091 33 35.     (W)     SCALED    
 FF1342* NAVD 88     -       180.493  (meters)     592.17   (feet)  ADJUSTED  
 FF1342  ___________________________________________________________________
 FF1342  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FF1342  DYNAMIC HT  -         180.331 (meters)     591.64  (feet)  COMP
 FF1342  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 FF1342
 FF1342  VERT ORDER  -  SECOND    CLASS 0
 FF1342
 FF1342.The horizontal coordinates were scaled from a topographic map and have
 FF1342.an estimated accuracy of +/- 6 seconds.
 FF1342
 FF1342.The orthometric height was determined by differential leveling
 FF1342.and adjusted by the National Geodetic Survey in June 1991..
 FF1342
 FF1342.The geoid height was determined by GEOID03.
 FF1342
 FF1342.The dynamic height is computed by dividing the NAVD 88
 FF1342.geopotential number by the normal gravity value computed on the
 FF1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1342.degrees latitude (g = 980.6199 gals.).
 FF1342
 FF1342.The modeled gravity was interpolated from observed gravity values.
 FF1342
 FF1342;                    North         East    Units  Estimated Accuracy
 FF1342;SPC AR N     -   115,780.      440,010.      MT  (+/- 180 meters Scaled)
 FF1342
 FF1342                          SUPERSEDED SURVEY CONTROL
 FF1342
 FF1342  NGVD 29 (??/??/??)  180.440  (m)          591.99   (f) ADJUSTED    2 0
 FF1342
 FF1342.Superseded values are not recommended for survey control.
 FF1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1342.See file dsdata.txt to determine how the superseded data were derived.
 FF1342
 FF1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308157(NAD 83)
 FF1342_MARKER: DB = BENCH MARK DISK
 FF1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1342_STAMPING: Z 205 1962
 FF1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1342+STABILITY: SURFACE MOTION
 FF1342
 FF1342  HISTORY     - Date     Condition        Report By
 FF1342  HISTORY     - 1962     MONUMENTED       CGS
 FF1342  HISTORY     - 20030728 MARK NOT FOUND   USACE
 FF1342
 FF1342                          STATION DESCRIPTION
 FF1342
 FF1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1342'5.3 MI N FROM BALD KNOB.
 FF1342'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF1342'STATION AT BALD KNOB, THENCE 0.25 MILE NORTH ACROSS COUNTRY
 FF1342'TO THE JUNCTION OF U.S. HIGHWAYS 67 AND 167, THENCE 4.35 MILES
 FF1342'NORTH ALONG U.S. HIGHWAY 167, 37 FEET WEST OF THE CENTERLINE
 FF1342'OF THE HIGHWAY, 22 FEET NORTH OF A E-W ROAD, 3.2 FEET NORTHEAST
 FF1342'OF POWER POLE 108 1/2, 2 FEET NORTH OF A METAL WITNESS POST,
 FF1342'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE
 FF1342'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FF1342
 FF1342                          STATION RECOVERY (2003)
 FF1342
 FF1342'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1342'NEW 4 LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0256 ***********************************************************************
 FG0256  DESIGNATION -  Z 206
 FG0256  PID         -  FG0256
 FG0256  STATE/COUNTY-  AR/WHITE
 FG0256  USGS QUAD   -  ROSE BUD (1994)
 FG0256
 FG0256                         *CURRENT SURVEY CONTROL
 FG0256  ___________________________________________________________________
 FG0256* NAD 83(1986)-  35 20 46.     (N)    092 06 28.     (W)     SCALED    
 FG0256* NAVD 88     -       213.637  (meters)     700.91   (feet)  ADJUSTED  
 FG0256  ___________________________________________________________________
 FG0256  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FG0256  DYNAMIC HT  -         213.439 (meters)     700.26  (feet)  COMP
 FG0256  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FG0256
 FG0256  VERT ORDER  -  SECOND    CLASS 0
 FG0256
 FG0256.The horizontal coordinates were scaled from a topographic map and have
 FG0256.an estimated accuracy of +/- 6 seconds.
 FG0256
 FG0256.The orthometric height was determined by differential leveling
 FG0256.and adjusted by the National Geodetic Survey in June 1991..
 FG0256
 FG0256.The geoid height was determined by GEOID03.
 FG0256
 FG0256.The dynamic height is computed by dividing the NAVD 88
 FG0256.geopotential number by the normal gravity value computed on the
 FG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0256.degrees latitude (g = 980.6199 gals.).
 FG0256
 FG0256.The modeled gravity was interpolated from observed gravity values.
 FG0256
 FG0256;                    North         East    Units  Estimated Accuracy
 FG0256;SPC AR N     -   112,360.      390,200.      MT  (+/- 180 meters Scaled)
 FG0256
 FG0256                          SUPERSEDED SURVEY CONTROL
 FG0256
 FG0256  NGVD 29 (??/??/92)  213.593  (m)          700.76   (f) ADJ UNCH    2 0
 FG0256
 FG0256.Superseded values are not recommended for survey control.
 FG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0256.See file dsdata.txt to determine how the superseded data were derived.
 FG0256
 FG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV810117(NAD 83)
 FG0256_MARKER: DB = BENCH MARK DISK
 FG0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0256_STAMPING: Z 206 1962
 FG0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0256+STABILITY: SURFACE MOTION
 FG0256
 FG0256  HISTORY     - Date     Condition        Report By
 FG0256  HISTORY     - 1962     MONUMENTED       CGS
 FG0256  HISTORY     - 1967     GOOD             NGS
 FG0256
 FG0256                          STATION DESCRIPTION
 FG0256
 FG0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0256'2.0 MI W FROM ROSE BUD.
 FG0256'IT IS 1.0 MILE WEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN
 FG0256'ROSE BUD, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 124, AT A CROSS
 FG0256'ROAD, 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 16 FEET WEST OF THE
 FG0256'CENTER OF A GRADED ROAD, 3 FEET NORTH OF A FENCE, 2.8 FEET EAST OF A
 FG0256'METAL WITNESS POST, 2 FEET WEST OF A POWERLINE POLE AND SET IN THE TOP
 FG0256'OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0359 ***********************************************************************
 FG0359  DESIGNATION -  Z 207
 FG0359  PID         -  FG0359
 FG0359  STATE/COUNTY-  AR/CONWAY
 FG0359  USGS QUAD   -  MORRILTON EAST (1990)
 FG0359
 FG0359                         *CURRENT SURVEY CONTROL
 FG0359  ___________________________________________________________________
 FG0359* NAD 83(1986)-  35 09 36.     (N)    092 38 25.     (W)     SCALED    
 FG0359* NAVD 88     -        90.719  (meters)     297.63   (feet)  ADJUSTED  
 FG0359  ___________________________________________________________________
 FG0359  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FG0359  DYNAMIC HT  -          90.633 (meters)     297.35  (feet)  COMP
 FG0359  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FG0359
 FG0359  VERT ORDER  -  FIRST     CLASS II
 FG0359
 FG0359.The horizontal coordinates were scaled from a topographic map and have
 FG0359.an estimated accuracy of +/- 6 seconds.
 FG0359
 FG0359.The orthometric height was determined by differential leveling
 FG0359.and adjusted by the National Geodetic Survey in June 1991..
 FG0359.WARNING-Repeat measurements at this control monument indicate possible
 FG0359.vertical movement.
 FG0359
 FG0359.The geoid height was determined by GEOID03.
 FG0359
 FG0359.The dynamic height is computed by dividing the NAVD 88
 FG0359.geopotential number by the normal gravity value computed on the
 FG0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0359.degrees latitude (g = 980.6199 gals.).
 FG0359
 FG0359.The modeled gravity was interpolated from observed gravity values.
 FG0359
 FG0359;                    North         East    Units  Estimated Accuracy
 FG0359;SPC AR N     -    91,900.      341,670.      MT  (+/- 180 meters Scaled)
 FG0359
 FG0359                          SUPERSEDED SURVEY CONTROL
 FG0359
 FG0359  NGVD 29 (??/??/92)   90.765  (m)          297.78   (f) ADJ UNCH    1 2
 FG0359
 FG0359.Superseded values are not recommended for survey control.
 FG0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0359.See file dsdata.txt to determine how the superseded data were derived.
 FG0359
 FG0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU327908(NAD 83)
 FG0359_MARKER: DB = BENCH MARK DISK
 FG0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0359_STAMPING: Z 207 1962
 FG0359_MARK LOGO: CGS   
 FG0359_PROJECTION: FLUSH
 FG0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0359+STABILITY: SURFACE MOTION
 FG0359
 FG0359  HISTORY     - Date     Condition        Report By
 FG0359  HISTORY     - 1962     MONUMENTED       CGS
 FG0359  HISTORY     - 1984     GOOD             NGS
 FG0359  HISTORY     - 1987     GOOD             USPSQD
 FG0359  HISTORY     - 1988     GOOD             USPSQD
 FG0359  HISTORY     - 1989     GOOD             USPSQD
 FG0359  HISTORY     - 1989     GOOD             USPSQD
 FG0359  HISTORY     - 19970319 GOOD             USPSQD
 FG0359
 FG0359                          STATION DESCRIPTION
 FG0359
 FG0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0359'IN PLUMERVILLE.
 FG0359'IN THE SOUTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FG0359'HIGHWAY 92 IN PLUMERVILLE, 42 FEET SOUTH OF THE CENTER LINE OF U.S.
 FG0359'HIGHWAY 64, 2.2 FEET SOUTHWEST OF A METAL WITNESS POST, 4 FEET NORTH
 FG0359'OF A POWER POLE NO. 138, 3 FEET SOUTH OF A POWER POLE, SET IN THE TOP
 FG0359'OF A CONCRETE POST PROJECTING 2 INCHES.
 FG0359
 FG0359                          STATION RECOVERY (1984)
 FG0359
 FG0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0359'RECOVERED IN GOOD CONDITION.  ADD, 1.46 METERS (4.8 FT) NORTH OF
 FG0359'POWERLINE POLE NUMBER 190, AND 1.49 METERS (4.9 FT) NORTHEAST OF A
 FG0359'FIRE HYDRANT.
 FG0359
 FG0359                          STATION RECOVERY (1987)
 FG0359
 FG0359'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG0359'RECOVERED IN GOOD CONDITION.
 FG0359
 FG0359                          STATION RECOVERY (1988)
 FG0359
 FG0359'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG0359'RECOVERED IN GOOD CONDITION.
 FG0359
 FG0359                          STATION RECOVERY (1989)
 FG0359
 FG0359'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG0359'RECOVERED IN GOOD CONDITION.
 FG0359
 FG0359                          STATION RECOVERY (1989)
 FG0359
 FG0359'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG0359'RECOVERED IN GOOD CONDITION.
 FG0359
 FG0359                          STATION RECOVERY (1997)
 FG0359
 FG0359'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0211 ***********************************************************************
 FG0211  DESIGNATION -  Z 208
 FG0211  PID         -  FG0211
 FG0211  STATE/COUNTY-  AR/FAULKNER
 FG0211  USGS QUAD   -  GREENBRIER (1994)
 FG0211
 FG0211                         *CURRENT SURVEY CONTROL
 FG0211  ___________________________________________________________________
 FG0211* NAD 83(1986)-  35 10 58.     (N)    092 23 36.     (W)     SCALED    
 FG0211* NAVD 88     -       106.681  (meters)     350.00   (feet)  ADJUSTED  
 FG0211  ___________________________________________________________________
 FG0211  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FG0211  DYNAMIC HT  -         106.581 (meters)     349.67  (feet)  COMP
 FG0211  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 FG0211
 FG0211  VERT ORDER  -  SECOND    CLASS 0
 FG0211
 FG0211.The horizontal coordinates were scaled from a topographic map and have
 FG0211.an estimated accuracy of +/- 6 seconds.
 FG0211
 FG0211.The orthometric height was determined by differential leveling
 FG0211.and adjusted by the National Geodetic Survey in June 1991..
 FG0211
 FG0211.The geoid height was determined by GEOID03.
 FG0211
 FG0211.The dynamic height is computed by dividing the NAVD 88
 FG0211.geopotential number by the normal gravity value computed on the
 FG0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0211.degrees latitude (g = 980.6199 gals.).
 FG0211
 FG0211.The modeled gravity was interpolated from observed gravity values.
 FG0211
 FG0211;                    North         East    Units  Estimated Accuracy
 FG0211;SPC AR N     -    94,310.      364,180.      MT  (+/- 180 meters Scaled)
 FG0211
 FG0211                          SUPERSEDED SURVEY CONTROL
 FG0211
 FG0211  NGVD 29 (??/??/92)  106.688  (m)          350.03   (f) ADJ UNCH    2 0
 FG0211
 FG0211.Superseded values are not recommended for survey control.
 FG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0211.See file dsdata.txt to determine how the superseded data were derived.
 FG0211
 FG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU552934(NAD 83)
 FG0211_MARKER: DB = BENCH MARK DISK
 FG0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG0211_SP_SET: CULVERT
 FG0211_STAMPING: Z 208 1962
 FG0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0211
 FG0211  HISTORY     - Date     Condition        Report By
 FG0211  HISTORY     - 1962     MONUMENTED       CGS
 FG0211
 FG0211                          STATION DESCRIPTION
 FG0211
 FG0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0211'3.6 MI S FROM GREENBRIER.
 FG0211'3.6 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE AT
 FG0211'GREENBRIER, SET IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 FG0211'CONCRETE CULVERT, 17.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 FG0211'0.5 FEET BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0361 ***********************************************************************
 FG0361  DESIGNATION -  Z 209
 FG0361  PID         -  FG0361
 FG0361  STATE/COUNTY-  AR/CONWAY
 FG0361  USGS QUAD   -  MORRILTON EAST (1990)
 FG0361
 FG0361                         *CURRENT SURVEY CONTROL
 FG0361  ___________________________________________________________________
 FG0361* NAD 83(1986)-  35 11 13.     (N)    092 38 15.     (W)     SCALED    
 FG0361* NAVD 88     -       110.945  (meters)     363.99   (feet)  ADJUSTED  
 FG0361  ___________________________________________________________________
 FG0361  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FG0361  DYNAMIC HT  -         110.841 (meters)     363.65  (feet)  COMP
 FG0361  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FG0361
 FG0361  VERT ORDER  -  SECOND    CLASS 0
 FG0361
 FG0361.The horizontal coordinates were scaled from a topographic map and have
 FG0361.an estimated accuracy of +/- 6 seconds.
 FG0361
 FG0361.The orthometric height was determined by differential leveling
 FG0361.and adjusted by the National Geodetic Survey in June 1991..
 FG0361
 FG0361.The geoid height was determined by GEOID03.
 FG0361
 FG0361.The dynamic height is computed by dividing the NAVD 88
 FG0361.geopotential number by the normal gravity value computed on the
 FG0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0361.degrees latitude (g = 980.6199 gals.).
 FG0361
 FG0361.The modeled gravity was interpolated from observed gravity values.
 FG0361
 FG0361;                    North         East    Units  Estimated Accuracy
 FG0361;SPC AR N     -    94,890.      341,940.      MT  (+/- 180 meters Scaled)
 FG0361
 FG0361                          SUPERSEDED SURVEY CONTROL
 FG0361
 FG0361  NGVD 29 (??/??/92)  110.957  (m)          364.03   (f) ADJ UNCH    2 0
 FG0361
 FG0361.Superseded values are not recommended for survey control.
 FG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0361.See file dsdata.txt to determine how the superseded data were derived.
 FG0361
 FG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU330938(NAD 83)
 FG0361_MARKER: DB = BENCH MARK DISK
 FG0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0361_STAMPING: Z 209 1962
 FG0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0361+STABILITY: SURFACE MOTION
 FG0361
 FG0361  HISTORY     - Date     Condition        Report By
 FG0361  HISTORY     - 1962     MONUMENTED       CGS
 FG0361  HISTORY     - 1967     GOOD             NGS
 FG0361  HISTORY     - 1984     GOOD             NGS
 FG0361  HISTORY     - 19970319 GOOD             USPSQD
 FG0361
 FG0361                          STATION DESCRIPTION
 FG0361
 FG0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FG0361'1.9 MI N FROM PLUMERVILLE.
 FG0361'IT IS 1.9 MILES NORTH ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U.S.
 FG0361'HIGHWAY 64 AND STATE HIGHWAY 92 IN PLUMERVILLE, 81 FEET EAST OF THE
 FG0361'CENTER OF STATE HIGHWAY 92, 47 FEET SOUTH OF THE CENTER OF A BLACKTOP
 FG0361'ROAD LEADING TO A RESTRICTED AREA, 2.5 FEET NORTHWEST OF A FENCE
 FG0361'CORNER, 1.7 FEET NORTHEAST OF A METAL WITNESS POST AND SET IN THE TOP
 FG0361'OF A 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 FG0361
 FG0361                          STATION RECOVERY (1984)
 FG0361
 FG0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG0361'RECOVERED IN GOOD CONDITION.
 FG0361
 FG0361                          STATION RECOVERY (1997)
 FG0361
 FG0361'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0132 ***********************************************************************
 FG0132  DESIGNATION -  Z 209
 FG0132  PID         -  FG0132
 FG0132  STATE/COUNTY-  AR/FAULKNER
 FG0132  USGS QUAD   -  ENOLA (1982)
 FG0132
 FG0132                         *CURRENT SURVEY CONTROL
 FG0132  ___________________________________________________________________
 FG0132* NAD 83(1986)-  35 09 32.     (N)    092 10 38.     (W)     SCALED    
 FG0132* NAVD 88     -       102.626  (meters)     336.70   (feet)  ADJUSTED  
 FG0132  ___________________________________________________________________
 FG0132  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FG0132  DYNAMIC HT  -         102.531 (meters)     336.39  (feet)  COMP
 FG0132  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 FG0132
 FG0132  VERT ORDER  -  SECOND    CLASS 0
 FG0132
 FG0132.The horizontal coordinates were scaled from a topographic map and have
 FG0132.an estimated accuracy of +/- 6 seconds.
 FG0132
 FG0132.The orthometric height was determined by differential leveling
 FG0132.and adjusted by the National Geodetic Survey in June 1991..
 FG0132
 FG0132.The geoid height was determined by GEOID03.
 FG0132
 FG0132.The dynamic height is computed by dividing the NAVD 88
 FG0132.geopotential number by the normal gravity value computed on the
 FG0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0132.degrees latitude (g = 980.6199 gals.).
 FG0132
 FG0132.The modeled gravity was interpolated from observed gravity values.
 FG0132
 FG0132;                    North         East    Units  Estimated Accuracy
 FG0132;SPC AR N     -    91,600.      383,850.      MT  (+/- 180 meters Scaled)
 FG0132
 FG0132                          SUPERSEDED SURVEY CONTROL
 FG0132
 FG0132  NGVD 29 (??/??/92)  102.616  (m)          336.67   (f) ADJ UNCH    2 0
 FG0132
 FG0132.Superseded values are not recommended for survey control.
 FG0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0132.See file dsdata.txt to determine how the superseded data were derived.
 FG0132
 FG0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU749909(NAD 83)
 FG0132_MARKER: DB = BENCH MARK DISK
 FG0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0132_STAMPING: Z 209 1962
 FG0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0132+STABILITY: SURFACE MOTION
 FG0132
 FG0132  HISTORY     - Date     Condition        Report By
 FG0132  HISTORY     - 1962     MONUMENTED       CGS
 FG0132  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0132
 FG0132                          STATION DESCRIPTION
 FG0132
 FG0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FG0132'6.0 MI SW FROM MOUNT VERNON.
 FG0132'6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 FG0132'MOUNT VERNON, ACROSS THE HIGHWAY FROM THE B. G. NOLEN FARM HOUSE, 35.0
 FG0132'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.1 FEET SOUTHEAST OF A
 FG0132'FENCE CORNER, 2.0 FEET EAST OF A METAL WITNESS POST, 1.0 FEET SOUTH OF
 FG0132'A FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 FG0132'FEET.
 FG0132
 FG0132                          STATION RECOVERY (1989)
 FG0132
 FG0132'RECOVERY NOTE BY US POWER SQUADRON 1989 (MMS)
 FG0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0126 ***********************************************************************
 EK0126  DESIGNATION -  Z 21 RESET
 EK0126  PID         -  EK0126
 EK0126  STATE/COUNTY-  AR/SEVIER
 EK0126  USGS QUAD   -  GILLHAM (1964)
 EK0126
 EK0126                         *CURRENT SURVEY CONTROL
 EK0126  ___________________________________________________________________
 EK0126* NAD 83(1986)-  34 07 58.     (N)    094 18 37.     (W)     SCALED    
 EK0126* NAVD 88     -       190.211  (meters)     624.05   (feet)  ADJUSTED  
 EK0126  ___________________________________________________________________
 EK0126  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 EK0126  DYNAMIC HT  -         190.018 (meters)     623.42  (feet)  COMP
 EK0126  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 EK0126
 EK0126  VERT ORDER  -  FIRST     CLASS II
 EK0126
 EK0126.The horizontal coordinates were scaled from a topographic map and have
 EK0126.an estimated accuracy of +/- 6 seconds.
 EK0126
 EK0126.The orthometric height was determined by differential leveling
 EK0126.and adjusted by the National Geodetic Survey in June 1991..
 EK0126
 EK0126.The geoid height was determined by GEOID03.
 EK0126
 EK0126.The dynamic height is computed by dividing the NAVD 88
 EK0126.geopotential number by the normal gravity value computed on the
 EK0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0126.degrees latitude (g = 980.6199 gals.).
 EK0126
 EK0126.The modeled gravity was interpolated from observed gravity values.
 EK0126
 EK0126;                    North         East    Units  Estimated Accuracy
 EK0126;SPC AR S     -   565,010.      186,930.      MT  (+/- 180 meters Scaled)
 EK0126
 EK0126                          SUPERSEDED SURVEY CONTROL
 EK0126
 EK0126  NGVD 29 (??/??/??)  190.21   (m)          624.0    (f) RESET       3  
 EK0126
 EK0126.Superseded values are not recommended for survey control.
 EK0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0126.See file dsdata.txt to determine how the superseded data were derived.
 EK0126
 EK0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT791776(NAD 83)
 EK0126_MARKER: DB = BENCH MARK DISK
 EK0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0126_SP_SET: BRIDGE PIER
 EK0126_STAMPING: Z 21 RESET 1937
 EK0126_MARK LOGO: CGS   
 EK0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0126
 EK0126  HISTORY     - Date     Condition        Report By
 EK0126  HISTORY     - 1937     MONUMENTED       ARHD
 EK0126  HISTORY     - 1962     GOOD             NGS
 EK0126  HISTORY     - 1985     GOOD             NGS
 EK0126  HISTORY     - 1987     GOOD             USPSQD
 EK0126  HISTORY     - 1989     GOOD             USPSQD
 EK0126  HISTORY     - 1990     GOOD             USPSQD
 EK0126
 EK0126                          STATION DESCRIPTION
 EK0126
 EK0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EK0126'1.2 MI N FROM KINGS.
 EK0126'ABOUT 1-1/4 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY
 EK0126'FROM KINGS, SEVIER COUNTY, ABOUT 980 FEET NORTH OF MILEPOST 426,
 EK0126'AT THE OVERHEAD CROSSING OF U.S. HIGHWAY 71 (BRIDGE 1976), AND
 EK0126'ON THE SOUTHWEST END OF THE FIRST BENT SOUTHEAST OF THE TRACK.
 EK0126'A STANDARD DISK, STAMPED Z 21 RESET 1937.  NOTE-- THIS MARK WAS
 EK0126'RECOVERED BELOW THE BASE OF THE SOUTHEAST CONCRETE PIER AND IS
 EK0126'SET VERTICALLY FACEING THE RAILROAD.
 EK0126
 EK0126                          STATION RECOVERY (1985)
 EK0126
 EK0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EK0126'RECOVERED IN GOOD CONDITION.
 EK0126'THE MARK IS 1.2 M ABOVE RAILRAOD TRACKS.
 EK0126
 EK0126                          STATION RECOVERY (1987)
 EK0126
 EK0126'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0126'RECOVERED IN GOOD CONDITION.
 EK0126
 EK0126                          STATION RECOVERY (1989)
 EK0126
 EK0126'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0126'RECOVERED IN GOOD CONDITION.
 EK0126
 EK0126                          STATION RECOVERY (1990)
 EK0126
 EK0126'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1934 ***********************************************************************
 FE1934  DESIGNATION -  Z 213
 FE1934  PID         -  FE1934
 FE1934  STATE/COUNTY-  AR/MISSISSIPPI
 FE1934  USGS QUAD   -  ROSA (1983)
 FE1934
 FE1934                         *CURRENT SURVEY CONTROL
 FE1934  ___________________________________________________________________
 FE1934* NAD 83(1986)-  35 47 54.     (N)    089 49 17.     (W)     SCALED    
 FE1934* NAVD 88     -        82.353  (meters)     270.19   (feet)  ADJUSTED  
 FE1934  ___________________________________________________________________
 FE1934  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE1934  DYNAMIC HT  -          82.284 (meters)     269.96  (feet)  COMP
 FE1934  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 FE1934
 FE1934  VERT ORDER  -  FIRST     CLASS I
 FE1934
 FE1934.The horizontal coordinates were scaled from a topographic map and have
 FE1934.an estimated accuracy of +/- 6 seconds.
 FE1934
 FE1934.The orthometric height was determined by differential leveling
 FE1934.and adjusted by the National Geodetic Survey in June 1991..
 FE1934
 FE1934.The geoid height was determined by GEOID03.
 FE1934
 FE1934.The dynamic height is computed by dividing the NAVD 88
 FE1934.geopotential number by the normal gravity value computed on the
 FE1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1934.degrees latitude (g = 980.6199 gals.).
 FE1934
 FE1934.The modeled gravity was interpolated from observed gravity values.
 FE1934
 FE1934;                    North         East    Units  Estimated Accuracy
 FE1934;SPC AR N     -   164,710.      596,900.      MT  (+/- 180 meters Scaled)
 FE1934
 FE1934                          SUPERSEDED SURVEY CONTROL
 FE1934
 FE1934  NGVD 29 (??/??/??)   82.292  (m)          269.99   (f) ADJUSTED    1 1
 FE1934
 FE1934.Superseded values are not recommended for survey control.
 FE1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1934.See file dsdata.txt to determine how the superseded data were derived.
 FE1934
 FE1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE450652(NAD 83)
 FE1934_MARKER: DB = BENCH MARK DISK
 FE1934_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1934_SP_SET: 4 FEET
 FE1934_STAMPING: Z 213 1976
 FE1934_MARK LOGO: NGS   
 FE1934_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1934+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FE1934
 FE1934  HISTORY     - Date     Condition        Report By
 FE1934  HISTORY     - 1976     MONUMENTED       NGS
 FE1934  HISTORY     - 20000901 GOOD             USE
 FE1934
 FE1934                          STATION DESCRIPTION
 FE1934
 FE1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1934'9.3 MI SW FROM BARFIELD.
 FE1934'9.3 MILES SOUTHWEST ALONG THE LEVEE FROM THE JUNCTION OF STATE
 FE1934'HIGHWAY 18, 0.1 MILE NORTHEAST OF STATE HIGHWAY 120, 19 FEET
 FE1934'EAST OF THE CENTER OF THE LEVEE, AND 1.7 FOOT WEST OF MILEPOST
 FE1934'66/67. A DISK ON THE TOP OF A COPPER COATED STEEL ROD SET TO A
 FE1934'DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE, AND 1 FOOT NORTH OF A
 FE1934'WITNESS POST.
 FE1934
 FE1934                          STATION RECOVERY (2000)
 FE1934
 FE1934'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FE1934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FE1891 ***********************************************************************
 FE1891  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1891  DESIGNATION -  Z 214
 FE1891  PID         -  FE1891
 FE1891  STATE/COUNTY-  AR/MISSISSIPPI
 FE1891  USGS QUAD   -  NODENA (1983)
 FE1891
 FE1891                         *CURRENT SURVEY CONTROL
 FE1891  ___________________________________________________________________
 FE1891* NAD 83(1997)-  35 33 49.48099(N)    089 58 53.08121(W)     ADJUSTED  
 FE1891* NAVD 88     -        77.70   (meters)     254.9    (feet)  GPS OBS   
 FE1891  ___________________________________________________________________
 FE1891  X           -       1,685.208 (meters)                     COMP
 FE1891  Y           -  -5,194,341.513 (meters)                     COMP
 FE1891  Z           -   3,688,952.697 (meters)                     COMP
 FE1891  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 FE1891  ELLIP HEIGHT-          50.16  (meters)          (05/31/05) GPS OBS
 FE1891  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE1891  DYNAMIC HT  -          77.64  (meters)     254.7   (feet)  COMP
 FE1891  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 FE1891
 FE1891  HORZ ORDER  -  FIRST
 FE1891  VERT ORDER  -  FIRST     CLASS I (See Below)
 FE1891  ELLP ORDER  -  FOURTH    CLASS II
 FE1891
 FE1891.The horizontal coordinates were established by GPS observations
 FE1891.and adjusted by the National Geodetic Survey in May 2005..
 FE1891
 FE1891.The orthometric height was determined by GPS observations and a
 FE1891.high-resolution geoid model using precise GPS observation and
 FE1891.processing techniques. It supersedes the leveled height previously
 FE1891.determined for this station.
 FE1891.The vertical order pertains to the first NAVD 88 superseded value.
 FE1891
 FE1891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1891
 FE1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1891
 FE1891.The ellipsoidal height was determined by GPS observations
 FE1891.and is referenced to NAD 83.
 FE1891
 FE1891.The geoid height was determined by GEOID03.
 FE1891
 FE1891.The dynamic height is computed by dividing the NAVD 88
 FE1891.geopotential number by the normal gravity value computed on the
 FE1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1891.degrees latitude (g = 980.6199 gals.).
 FE1891
 FE1891.The modeled gravity was interpolated from observed gravity values.
 FE1891
 FE1891;                    North         East     Units Scale Factor Converg.
 FE1891;SPC AR N     -   138,379.244   582,975.974   MT  0.99993600   +1 10 28.6
 FE1891;SPC AR N     -   453,999.24  1,912,647.01   sFT  0.99993600   +1 10 28.6
 FE1891;UTM  16      - 3,939,654.284   229,780.577   MT  1.00049991   -1 44 06.2
 FE1891;UTM  15      - 3,939,757.022   773,589.970   MT  1.00052251   +1 45 24.2
 FE1891
 FE1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1891!SPC AR N     -   0.99999213  x   0.99993600  =   0.99992813
 FE1891!UTM  16      -   0.99999213  x   1.00049991  =   1.00049203
 FE1891!UTM  15      -   0.99999213  x   1.00052251  =   1.00051463
 FE1891
 FE1891                          SUPERSEDED SURVEY CONTROL
 FE1891
 FE1891  NAVD 88 (06/15/91)   77.675  (m)          254.84   (f) ADJUSTED    1 1
 FE1891  NGVD 29 (??/??/??)   77.646  (m)          254.74   (f) ADJUSTED    1 1
 FE1891
 FE1891.Superseded values are not recommended for survey control.
 FE1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1891.See file dsdata.txt to determine how the superseded data were derived.
 FE1891
 FE1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2978139654(NAD 83)
 FE1891_MARKER: DB = BENCH MARK DISK
 FE1891_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1891_SP_SET: 4 FEET
 FE1891_STAMPING: Z 214 1976
 FE1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1891+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 FE1891
 FE1891  HISTORY     - Date     Condition        Report By
 FE1891  HISTORY     - 1976     MONUMENTED       NGS
 FE1891  HISTORY     - 1987     GOOD             USPSQD
 FE1891  HISTORY     - 20020726 GOOD             USACE
 FE1891  HISTORY     - 20030721 GOOD             EMCINC
 FE1891  HISTORY     - 20050512 GOOD             USACE
 FE1891
 FE1891                          STATION DESCRIPTION
 FE1891
 FE1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE1891'3.3 MI NE FROM WILSON.
 FE1891'3.3 MILES NORTHEAST ALONG THE LEVEE FROM THE CROSSING OF UNION
 FE1891'STREET AT WILSON, 19 FEET NORTHEAST OF THE CENTER OF THE LEVEE,
 FE1891'AND 2.0 FEET SOUTHEAST OF MILEPOST 100/101. A DISK ON THE TOP OF
 FE1891'A COPPER COATED STEEL ROD SET TO A DEPTH OF 4 FEET, 2 FEET BELOW
 FE1891'THE LEVEE, AND 3 FEET SW OF A WITNESS POST.
 FE1891
 FE1891                          STATION RECOVERY (1987)
 FE1891
 FE1891'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBP)
 FE1891'RECOVERED IN GOOD CONDITION.
 FE1891
 FE1891                          STATION RECOVERY (2002)
 FE1891
 FE1891'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1891'RECOVERED IN GOOD CONDITION.
 FE1891
 FE1891                          STATION RECOVERY (2003)
 FE1891
 FE1891'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1891'RECOVERED AS DESCRIBED
 FE1891
 FE1891                          STATION RECOVERY (2005)
 FE1891
 FE1891'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FE1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1103 ***********************************************************************
 FF1103  DESIGNATION -  Z 215
 FF1103  PID         -  FF1103
 FF1103  STATE/COUNTY-  AR/MISSISSIPPI
 FF1103  USGS QUAD   -  PECAN POINT (1970)
 FF1103
 FF1103                         *CURRENT SURVEY CONTROL
 FF1103  ___________________________________________________________________
 FF1103* NAD 83(1997)-  35 28 52.94704(N)    090 04 31.61110(W)     ADJUSTED  
 FF1103* NAVD 88     -        76.723  (meters)     251.72   (feet)  ADJUSTED  
 FF1103  ___________________________________________________________________
 FF1103  X           -      -6,846.939 (meters)                     COMP
 FF1103  Y           -  -5,199,646.502 (meters)                     COMP
 FF1103  Z           -   3,681,513.932 (meters)                     COMP
 FF1103  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 FF1103  ELLIP HEIGHT-          49.17  (meters)          (05/31/05) GPS OBS
 FF1103  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FF1103  DYNAMIC HT  -          76.656 (meters)     251.50  (feet)  COMP
 FF1103  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 FF1103
 FF1103  HORZ ORDER  -  FIRST
 FF1103  VERT ORDER  -  FIRST     CLASS I
 FF1103  ELLP ORDER  -  FOURTH    CLASS II
 FF1103
 FF1103.The horizontal coordinates were established by GPS observations
 FF1103.and adjusted by the National Geodetic Survey in May 2005..
 FF1103
 FF1103.The orthometric height was determined by differential leveling
 FF1103.and adjusted by the National Geodetic Survey in June 1991..
 FF1103
 FF1103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1103
 FF1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1103
 FF1103.The ellipsoidal height was determined by GPS observations
 FF1103.and is referenced to NAD 83.
 FF1103
 FF1103.The geoid height was determined by GEOID03.
 FF1103
 FF1103.The dynamic height is computed by dividing the NAVD 88
 FF1103.geopotential number by the normal gravity value computed on the
 FF1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1103.degrees latitude (g = 980.6199 gals.).
 FF1103
 FF1103.The modeled gravity was interpolated from observed gravity values.
 FF1103
 FF1103;                    North         East     Units Scale Factor Converg.
 FF1103;SPC AR N     -   129,071.865   574,631.745   MT  0.99993754   +1 07 11.6
 FF1103;SPC AR N     -   423,463.28  1,885,270.98   sFT  0.99993754   +1 07 11.6
 FF1103;UTM  15      - 3,930,360.359   765,335.836   MT  1.00046769   +1 41 54.6
 FF1103;UTM  16      - 3,930,776.941   220,969.696   MT  1.00055958   -1 47 10.5
 FF1103
 FF1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1103!SPC AR N     -   0.99999228  x   0.99993754  =   0.99992982
 FF1103!UTM  15      -   0.99999228  x   1.00046769  =   1.00045997
 FF1103!UTM  16      -   0.99999228  x   1.00055958  =   1.00055186
 FF1103
 FF1103                          SUPERSEDED SURVEY CONTROL
 FF1103
 FF1103  NAVD 88 (05/31/05)   76.72   (m)          251.7    (f) LEVELING    3  
 FF1103  NGVD 29 (??/??/??)   76.702  (m)          251.65   (f) ADJUSTED    1 1
 FF1103
 FF1103.Superseded values are not recommended for survey control.
 FF1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1103.See file dsdata.txt to determine how the superseded data were derived.
 FF1103
 FF1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6533630360(NAD 83)
 FF1103_MARKER: DB = BENCH MARK DISK
 FF1103_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1103+WITH SETTING: INTO GROUND
 FF1103_SP_SET: METAL ROD WITH BASE PLATE
 FF1103_STAMPING: Z 215 1976
 FF1103_MARK LOGO: NGS   
 FF1103_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1103+STABILITY: SURFACE MOTION
 FF1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1103+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 FF1103
 FF1103  HISTORY     - Date     Condition        Report By
 FF1103  HISTORY     - 1976     MONUMENTED       NGS
 FF1103  HISTORY     - 20000901 GOOD             USE
 FF1103  HISTORY     - 20030721 GOOD             EMCINC
 FF1103
 FF1103                          STATION DESCRIPTION
 FF1103
 FF1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1103'6.0 MI SOUTH FROM WILSON.
 FF1103'6.0 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF UNION STREET
 FF1103'AT WILSON, 17 FEET NORTHWEST OF THE CENTER OF THE LEVEE, AND 2.0
 FF1103'FEET SOUTHWEST OF MILEPOST 109/117.
 FF1103'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1103'FEET.  2 FEET BELOW THE LEVEE.  2 FEET NORTHEAST OF A WITNESS POST.
 FF1103
 FF1103                          STATION RECOVERY (2000)
 FF1103
 FF1103'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF1103'RECOVERED IN GOOD CONDITION.
 FF1103
 FF1103                          STATION RECOVERY (2003)
 FF1103
 FF1103'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF1103'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1092 ***********************************************************************
 FF1092  DESIGNATION -  Z 216
 FF1092  PID         -  FF1092
 FF1092  STATE/COUNTY-  AR/CRITTENDEN
 FF1092  USGS QUAD   -  JERICHO (1993)
 FF1092
 FF1092                         *CURRENT SURVEY CONTROL
 FF1092  ___________________________________________________________________
 FF1092* NAD 83(1986)-  35 19 08.     (N)    090 08 40.     (W)     SCALED    
 FF1092* NAVD 88     -        74.965  (meters)     245.95   (feet)  ADJUSTED  
 FF1092  ___________________________________________________________________
 FF1092  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF1092  DYNAMIC HT  -          74.899 (meters)     245.73  (feet)  COMP
 FF1092  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 FF1092
 FF1092  VERT ORDER  -  FIRST     CLASS I
 FF1092
 FF1092.The horizontal coordinates were scaled from a topographic map and have
 FF1092.an estimated accuracy of +/- 6 seconds.
 FF1092
 FF1092.The orthometric height was determined by differential leveling
 FF1092.and adjusted by the National Geodetic Survey in June 1991..
 FF1092
 FF1092.The geoid height was determined by GEOID03.
 FF1092
 FF1092.The dynamic height is computed by dividing the NAVD 88
 FF1092.geopotential number by the normal gravity value computed on the
 FF1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1092.degrees latitude (g = 980.6199 gals.).
 FF1092
 FF1092.The modeled gravity was interpolated from observed gravity values.
 FF1092
 FF1092;                    North         East    Units  Estimated Accuracy
 FF1092;SPC AR N     -   110,930.      568,710.      MT  (+/- 180 meters Scaled)
 FF1092
 FF1092                          SUPERSEDED SURVEY CONTROL
 FF1092
 FF1092  NGVD 29 (??/??/??)   74.950  (m)          245.90   (f) ADJUSTED    1 1
 FF1092
 FF1092.Superseded values are not recommended for survey control.
 FF1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1092.See file dsdata.txt to determine how the superseded data were derived.
 FF1092
 FF1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV595121(NAD 83)
 FF1092_MARKER: DB = BENCH MARK DISK
 FF1092_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1092+WITH SETTING: INTO GROUND
 FF1092_SP_SET: METAL ROD WITH BASE PLATE
 FF1092_STAMPING: Z 216 1976
 FF1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1092+STABILITY: SURFACE MOTION
 FF1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1092+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 FF1092
 FF1092  HISTORY     - Date     Condition        Report By
 FF1092  HISTORY     - 1976     MONUMENTED       NGS
 FF1092  HISTORY     - 20050209 GOOD             USACE
 FF1092
 FF1092                          STATION DESCRIPTION
 FF1092
 FF1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1092'16.4 MI NORTH FROM WEST MEMPHIS.
 FF1092'16.4 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF INTERSTATE
 FF1092'HIGHWAY 55 AT WEST MEMPHIS, 22 FEET NORTHWEST OF THE CENTER OF
 FF1092'LEVEE, AND 3 FEET SOUTHWEST OF MILEPOST 134/135.
 FF1092'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1092'FEET.  2 FEET BELOW THE LEVEE.  1 FEET NORTHEAST OF A WITNESS POST.
 FF1092
 FF1092                          STATION RECOVERY (2005)
 FF1092
 FF1092'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 FF1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1041 ***********************************************************************
 FF1041  DESIGNATION -  Z 217
 FF1041  PID         -  FF1041
 FF1041  STATE/COUNTY-  AR/CRITTENDEN
 FF1041  USGS QUAD   -  FLETCHER LAKE (1993)
 FF1041
 FF1041                         *CURRENT SURVEY CONTROL
 FF1041  ___________________________________________________________________
 FF1041* NAD 83(1986)-  35 03 07.     (N)    090 13 04.     (W)     SCALED    
 FF1041* NAVD 88     -        71.447  (meters)     234.41   (feet)  ADJUSTED  
 FF1041  ___________________________________________________________________
 FF1041  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FF1041  DYNAMIC HT  -          71.382 (meters)     234.19  (feet)  COMP
 FF1041  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FF1041
 FF1041  VERT ORDER  -  FIRST     CLASS II
 FF1041
 FF1041.The horizontal coordinates were scaled from a topographic map and have
 FF1041.an estimated accuracy of +/- 6 seconds.
 FF1041
 FF1041.The orthometric height was determined by differential leveling
 FF1041.and adjusted by the National Geodetic Survey in June 1991..
 FF1041
 FF1041.The geoid height was determined by GEOID03.
 FF1041
 FF1041.The dynamic height is computed by dividing the NAVD 88
 FF1041.geopotential number by the normal gravity value computed on the
 FF1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1041.degrees latitude (g = 980.6199 gals.).
 FF1041
 FF1041.The modeled gravity was interpolated from observed gravity values.
 FF1041
 FF1041;                    North         East    Units  Estimated Accuracy
 FF1041;SPC AR N     -    81,200.      562,580.      MT  (+/- 180 meters Scaled)
 FF1041
 FF1041                          SUPERSEDED SURVEY CONTROL
 FF1041
 FF1041  NGVD 29 (??/??/??)   71.440  (m)          234.38   (f) ADJUSTED    1 2
 FF1041
 FF1041.Superseded values are not recommended for survey control.
 FF1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1041.See file dsdata.txt to determine how the superseded data were derived.
 FF1041
 FF1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU537823(NAD 83)
 FF1041_MARKER: DB = BENCH MARK DISK
 FF1041_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1041+WITH SETTING: INTO GROUND
 FF1041_SP_SET: METAL ROD WITH BASE PLATE
 FF1041_STAMPING: Z 217 1976
 FF1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1041+STABILITY: SURFACE MOTION
 FF1041
 FF1041  HISTORY     - Date     Condition        Report By
 FF1041  HISTORY     - 1976     MONUMENTED       NGS
 FF1041
 FF1041                          STATION DESCRIPTION
 FF1041
 FF1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1041'9.4 MI SOUTH FROM WEST  MEMPHIS.
 FF1041'9.4 MILES SOUTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE
 FF1041'HIGHWAY 55 AT WEST MEMPHIS, 2 FEET EAST OF MILEPOST 160/161, 15
 FF1041'FEET WEST OF THE CENTER LINE OF LEVEE, AND 75 YARDS SOUTH OF AN
 FF1041'OFF RAMP LEADING SOUTHWEST OF LEVEE.  A DISK ON THE TOP OF A COPPER-
 FF1041'COATED STEEL ROD SET TO A DEPTH OF 4 FEET.  2 FEET BELOW THE LEVEE.  1
 FF1041'FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1062 ***********************************************************************
 FF1062  DESIGNATION -  Z 218
 FF1062  PID         -  FF1062
 FF1062  STATE/COUNTY-  AR/CRITTENDEN
 FF1062  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1062
 FF1062                         *CURRENT SURVEY CONTROL
 FF1062  ___________________________________________________________________
 FF1062* NAD 83(1986)-  35 09 06.     (N)    090 07 04.     (W)     SCALED    
 FF1062* NAVD 88     -        73.168  (meters)     240.05   (feet)  ADJUSTED  
 FF1062  ___________________________________________________________________
 FF1062  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1062  DYNAMIC HT  -          73.102 (meters)     239.84  (feet)  COMP
 FF1062  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 FF1062
 FF1062  VERT ORDER  -  FIRST     CLASS I
 FF1062
 FF1062.The horizontal coordinates were scaled from a topographic map and have
 FF1062.an estimated accuracy of +/- 6 seconds.
 FF1062
 FF1062.The orthometric height was determined by differential leveling
 FF1062.and adjusted by the National Geodetic Survey in June 1991..
 FF1062
 FF1062.The geoid height was determined by GEOID03.
 FF1062
 FF1062.The dynamic height is computed by dividing the NAVD 88
 FF1062.geopotential number by the normal gravity value computed on the
 FF1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1062.degrees latitude (g = 980.6199 gals.).
 FF1062
 FF1062.The modeled gravity was interpolated from observed gravity values.
 FF1062
 FF1062;                    North         East    Units  Estimated Accuracy
 FF1062;SPC AR N     -    92,430.      571,490.      MT  (+/- 180 meters Scaled)
 FF1062
 FF1062                          SUPERSEDED SURVEY CONTROL
 FF1062
 FF1062  NGVD 29 (10/05/93)   73.176  (m)          240.08   (f) ADJUSTED    1 1
 FF1062
 FF1062.Superseded values are not recommended for survey control.
 FF1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1062.See file dsdata.txt to determine how the superseded data were derived.
 FF1062
 FF1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU625936(NAD 83)
 FF1062_MARKER: DV = VERTICAL CONTROL DISK
 FF1062_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1062_SP_SET: COPPER-CLAD STEEL ROD
 FF1062_STAMPING: Z 218 1976
 FF1062_MARK LOGO: NGS   
 FF1062_PROJECTION: RECESSED 20 CENTIMETERS
 FF1062_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1062+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 FF1062_ROD/PIPE-DEPTH: 31.7 meters
 FF1062
 FF1062  HISTORY     - Date     Condition        Report By
 FF1062  HISTORY     - 1976     MONUMENTED       NGS
 FF1062  HISTORY     - 19920318 GOOD             NGS
 FF1062  HISTORY     - 20030127 GOOD             USACE
 FF1062
 FF1062                          STATION DESCRIPTION
 FF1062
 FF1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1062'IN WEST MEMPHIS.
 FF1062'0.6 MILE NORTH ALONG LEVEE FROM THE CROSSING OF INTERSTATE HIGHWAY
 FF1062'55 AT WEST MEMPHIS, 0.35 MILE SOUTH ALONG LEVEE FROM THE CROSSING
 FF1062'OF INTERSTATE HIGHWAY 40, 120 FEET WEST OF A TELEPHONE POLE ON EAST
 FF1062'SIDE OF LEVEE, 80 FEET NORTH OF NORTH RAIL OF RAILROAD, 0.1 MILE
 FF1062'SOUTH OF MILEPOST 150/151, 11 FEET WEST OF THE CENTER OF LEVEE,
 FF1062'AND 6 FEET NORTH OF A FENCE CROSSING LEVEE.
 FF1062'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 104
 FF1062'FEET.  2 FEET BELOW THE LEVEE.  1 FEET EAST OF A WITNESS POST.
 FF1062
 FF1062                          STATION RECOVERY (1992)
 FF1062
 FF1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF1062'0.9 KM (0.55 MI) NORTHERLY ALONG THE SAINT FRANCIS LEVEE FROM THE
 FF1062'INTERSECTION OF INTERSTATE HIGHWAY 55 IN WEST MEMPHIS, 41.4 M
 FF1062'(135.8 FT) EAST OF A BURLINGTON NORTHERN RAILROAD CROSSING, 38.1 M
 FF1062'(125.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A RAILROAD BRIDGE,
 FF1062'27.2 M (89.2 FT) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, 24.8 M
 FF1062'(81.4 FT) NORTH-NORTHEAST OF THE NEAR RAIL, 3.2 M (10.5 FT) NORTHWEST
 FF1062'OF THE TOP OF THE LEVEE, 0.5 M (1.6 FT) BELOW THE TOP OF THE LEVEE,
 FF1062'AND 0.25 M (0.82 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS
 FF1062'ENCASED IN A 4-INCH PVC PIPE WITH A SCREW CAP.
 FF1062
 FF1062                          STATION RECOVERY (2003)
 FF1062
 FF1062'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0974 ***********************************************************************
 EH0974  DESIGNATION -  Z 219
 EH0974  PID         -  EH0974
 EH0974  STATE/COUNTY-  AR/LEE
 EH0974  USGS QUAD   -  BRICKEYS (1984)
 EH0974
 EH0974                         *CURRENT SURVEY CONTROL
 EH0974  ___________________________________________________________________
 EH0974* NAD 83(1986)-  34 46 45.     (N)    090 33 01.     (W)     SCALED    
 EH0974* NAVD 88     -        65.443  (meters)     214.71   (feet)  ADJUSTED  
 EH0974  ___________________________________________________________________
 EH0974  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0974  DYNAMIC HT  -          65.382 (meters)     214.51  (feet)  COMP
 EH0974  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 EH0974
 EH0974  VERT ORDER  -  FIRST     CLASS II
 EH0974
 EH0974.The horizontal coordinates were scaled from a topographic map and have
 EH0974.an estimated accuracy of +/- 6 seconds.
 EH0974
 EH0974.The orthometric height was determined by differential leveling
 EH0974.and adjusted by the National Geodetic Survey in June 1991..
 EH0974
 EH0974.The geoid height was determined by GEOID03.
 EH0974
 EH0974.The dynamic height is computed by dividing the NAVD 88
 EH0974.geopotential number by the normal gravity value computed on the
 EH0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0974.degrees latitude (g = 980.6199 gals.).
 EH0974
 EH0974.The modeled gravity was interpolated from observed gravity values.
 EH0974
 EH0974;                    North         East    Units  Estimated Accuracy
 EH0974;SPC AR S     -   635,250.      532,690.      MT  (+/- 180 meters Scaled)
 EH0974
 EH0974                          SUPERSEDED SURVEY CONTROL
 EH0974
 EH0974  NGVD 29 (??/??/??)   65.466  (m)          214.78   (f) ADJUSTED    1 2
 EH0974
 EH0974.Superseded values are not recommended for survey control.
 EH0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0974.See file dsdata.txt to determine how the superseded data were derived.
 EH0974
 EH0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU241512(NAD 83)
 EH0974_MARKER: DB = BENCH MARK DISK
 EH0974_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0974+WITH SETTING: INTO GROUND
 EH0974_STAMPING: Z 219 1976
 EH0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0974+STABILITY: SURFACE MOTION
 EH0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0974+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 EH0974
 EH0974  HISTORY     - Date     Condition        Report By
 EH0974  HISTORY     - 1976     MONUMENTED       NGS
 EH0974  HISTORY     - 20030318 GOOD             USACE
 EH0974
 EH0974                          STATION DESCRIPTION
 EH0974
 EH0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0974'1.1 MI N FROM WHITEHALL.
 EH0974'1.1 MILES NORTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0974'WHITEHALL, 20 FEET WEST OF THE CENTER LINE OF THE LEVEE, AND 2 FEET
 EH0974'NORTH OF MILEPOST 204/205.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 EH0974'TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET
 EH0974'BELOW LEVEE 1 FOOT SOUTH OF A WITNESS POST.
 EH0974
 EH0974                          STATION RECOVERY (2003)
 EH0974
 EH0974'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0729 ***********************************************************************
 EH0729  DESIGNATION -  Z 220
 EH0729  PID         -  EH0729
 EH0729  STATE/COUNTY-  AR/PHILLIPS
 EH0729  USGS QUAD   -  ELAINE (1982)
 EH0729
 EH0729                         *CURRENT SURVEY CONTROL
 EH0729  ___________________________________________________________________
 EH0729* NAD 83(1997)-  34 17 44.29389(N)    090 49 46.34601(W)     ADJUSTED  
 EH0729* NAVD 88     -        58.290  (meters)     191.24   (feet)  ADJUSTED  
 EH0729  ___________________________________________________________________
 EH0729  X           -     -76,368.123 (meters)                     COMP
 EH0729  Y           -  -5,274,323.659 (meters)                     COMP
 EH0729  Z           -   3,573,604.081 (meters)                     COMP
 EH0729  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 EH0729  ELLIP HEIGHT-          31.67  (meters)          (09/14/99) GPS OBS
 EH0729  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH0729  DYNAMIC HT  -          58.233 (meters)     191.05  (feet)  COMP
 EH0729  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 EH0729
 EH0729  HORZ ORDER  -  SECOND
 EH0729  VERT ORDER  -  FIRST     CLASS II
 EH0729  ELLP ORDER  -  FOURTH    CLASS I
 EH0729
 EH0729.The horizontal coordinates were established by GPS observations
 EH0729.and adjusted by the National Geodetic Survey in September 1999..
 EH0729
 EH0729.The orthometric height was determined by differential leveling
 EH0729.and adjusted by the National Geodetic Survey in June 1991..
 EH0729.WARNING-Repeat measurements at this control monument indicate possible
 EH0729.vertical movement.
 EH0729
 EH0729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0729
 EH0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0729
 EH0729.The ellipsoidal height was determined by GPS observations
 EH0729.and is referenced to NAD 83.
 EH0729
 EH0729.The geoid height was determined by GEOID03.
 EH0729
 EH0729.The dynamic height is computed by dividing the NAVD 88
 EH0729.geopotential number by the normal gravity value computed on the
 EH0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0729.degrees latitude (g = 980.6199 gals.).
 EH0729
 EH0729.The modeled gravity was interpolated from observed gravity values.
 EH0729
 EH0729;                    North         East     Units Scale Factor Converg.
 EH0729;SPC AR S     -   581,289.761   507,746.583   MT  0.99992883   +0 39 18.3
 EH0729;SPC AR S     - 1,907,114.82  1,665,831.91   sFT  0.99992883   +0 39 18.3
 EH0729;UTM  15      - 3,797,068.949   699,757.760   MT  1.00009189   +1 13 24.2
 EH0729
 EH0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0729!SPC AR S     -   0.99999503  x   0.99992883  =   0.99992386
 EH0729!UTM  15      -   0.99999503  x   1.00009189  =   1.00008692
 EH0729
 EH0729                          SUPERSEDED SURVEY CONTROL
 EH0729
 EH0729  NAD 83(1997)-  34 17 44.29429(N)    090 49 46.34563(W) AD(       ) 2
 EH0729  NAD 83(1986)-  34 17 44.30282(N)    090 49 46.34385(W) AD(       ) 2
 EH0729  NGVD 29 (??/??/??)   58.356  (m)          191.46   (f) ADJUSTED    1 2
 EH0729
 EH0729.Superseded values are not recommended for survey control.
 EH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0729.See file dsdata.txt to determine how the superseded data were derived.
 EH0729
 EH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9975897069(NAD 83)
 EH0729_MARKER: DB = BENCH MARK DISK
 EH0729_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0729+WITH SETTING: INTO GROUND
 EH0729_STAMPING: Z 220 1976
 EH0729_MARK LOGO: NGS   
 EH0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0729+STABILITY: SURFACE MOTION
 EH0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0729+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0729
 EH0729  HISTORY     - Date     Condition        Report By
 EH0729  HISTORY     - 1976     MONUMENTED       NGS
 EH0729  HISTORY     - 1985     GOOD             NGS
 EH0729  HISTORY     - 1985     GOOD             NGS
 EH0729  HISTORY     - 20030331 GOOD             USACE
 EH0729
 EH0729                          STATION DESCRIPTION
 EH0729
 EH0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0729'11.0 MI N FROM MELLWOOD.
 EH0729'11 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0729'MELLWOOD, 0.45 MILE SOUTH OF A CATTLE GUARD AND FENCE CROSSING THE
 EH0729'LEVEE, AND 13 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE.  A DISK
 EH0729'ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A
 EH0729'PIPE PROJECTING +0 INCHES.  1 FOOT BELOW LEVEE 1 FOOT NORTH OF A
 EH0729'WITNESS POST.
 EH0729
 EH0729                          STATION RECOVERY (1985)
 EH0729
 EH0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH0729'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHEAST OF ELAINE,
 EH0729'ON THE MAIN LEVEE ALONG THE MISSISSIPPI RIVER, IN T 5 E, R 3 E,
 EH0729'SOUTH CENTRAL SECTION 31.  OWNERSHIP--COTTON BELT LEVEE DISTRICT
 EH0729'NO 1, C/O HELENA NATIONAL BANK BUILDING, HELENA  AR 72342.
 EH0729'PHONE 501-338-7873.
 EH0729'
 EH0729'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 IN ELAINE,
 EH0729'GO EAST ON HIGHWAY 20 FOR 5.91 KM (3.7 MI) TO A FORK.  KEEP RIGHT,
 EH0729'EAST, THEN SOUTH, ON OLD CONCRETE ROAD FOR 0.71 KM (0.45 MI) TO
 EH0729'THE LEVEE ROAD.  TURN RIGHT, WESTERLY, ON THE LEVEE ROAD FOR 1.41
 EH0729'KM (0.85 MI) TO A FORK.  BEAR RIGHT ON MAIN LEVEE ROAD FOR 2.78 KM
 EH0729'(1.7 MI) TO A CATTLE GUARD.  CONTINUE AHEAD FOR 0.1 KM (0.05 MI)
 EH0729'TO THE STATION ON THE RIGHT.
 EH0729'
 EH0729'STATION MARK, A STANDARD NGS BENCH MARK DISK STAMPED--Z 220 1976---,
 EH0729'IS CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A VINYL PIPE.  MARK
 EH0729'PROJECTS 1 CM.  IT IS 102 METERS SOUTHWEST OF THE CATTLE GUARD.  4.5
 EH0729'METERS NORTHWEST OF THE ROAD CENTER,  0.3 METER LOWER THAN THE ROAD,
 EH0729'0.3 METER NORTHEAST OF A FIBERGLASS WITNESS POST, AND 0.2 METER
 EH0729'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 EH0729'
 EH0729'THIS STATION IS INTERVISIBLE WITH G 305
 EH0729
 EH0729                          STATION RECOVERY (1985)
 EH0729
 EH0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0729'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.08 KM (0.05 MI) WEST OF A
 EH0729'CATTLE GUARD, AND SET BETWEEN TWO WITNESS POSTS.
 EH0729
 EH0729                          STATION RECOVERY (2003)
 EH0729
 EH0729'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0744 ***********************************************************************
 EH0744  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0744  DESIGNATION -  Z 221
 EH0744  PID         -  EH0744
 EH0744  STATE/COUNTY-  AR/PHILLIPS
 EH0744  USGS QUAD   -  MELLWOOD (1982)
 EH0744
 EH0744                         *CURRENT SURVEY CONTROL
 EH0744  ___________________________________________________________________
 EH0744* NAD 83(1997)-  34 13 34.80411(N)    090 56 39.03763(W)     ADJUSTED  
 EH0744* NAVD 88     -        51.05   (meters)     167.5    (feet)  GPS OBS   
 EH0744  ___________________________________________________________________
 EH0744  X           -     -86,991.968 (meters)                     COMP
 EH0744  Y           -  -5,278,481.481 (meters)                     COMP
 EH0744  Z           -   3,567,246.301 (meters)                     COMP
 EH0744  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EH0744  ELLIP HEIGHT-          24.33  (meters)          (01/24/03) GPS OBS
 EH0744  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH0744  DYNAMIC HT  -          51.00  (meters)     167.3   (feet)  COMP
 EH0744  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EH0744
 EH0744  HORZ ORDER  -  FIRST
 EH0744  VERT ORDER  -  FIRST     CLASS II (See Below)
 EH0744  ELLP ORDER  -  SECOND    CLASS II
 EH0744
 EH0744.The horizontal coordinates were established by GPS observations
 EH0744.and adjusted by the National Geodetic Survey in January 2003..
 EH0744
 EH0744.The orthometric height was determined by GPS observations and a
 EH0744.high-resolution geoid model using precise GPS observation and
 EH0744.processing techniques. It supersedes the leveled height previously
 EH0744.determined for this station.
 EH0744.WARNING-Repeat measurements at this control monument indicate possible
 EH0744.vertical movement.
 EH0744.The vertical order pertains to the first NAVD 88 superseded value.
 EH0744
 EH0744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0744
 EH0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0744
 EH0744.The ellipsoidal height was determined by GPS observations
 EH0744.and is referenced to NAD 83.
 EH0744
 EH0744.The geoid height was determined by GEOID03.
 EH0744
 EH0744.The dynamic height is computed by dividing the NAVD 88
 EH0744.geopotential number by the normal gravity value computed on the
 EH0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0744.degrees latitude (g = 980.6199 gals.).
 EH0744
 EH0744.The modeled gravity was interpolated from observed gravity values.
 EH0744
 EH0744;                    North         East     Units Scale Factor Converg.
 EH0744;SPC AR S     -   573,488.438   497,273.395   MT  0.99992406   +0 35 27.4
 EH0744;SPC AR S     - 1,881,519.98  1,631,471.13   sFT  0.99992406   +0 35 27.4
 EH0744;UTM  15      - 3,789,163.258   689,360.825   MT  1.00004202   +1 09 24.0
 EH0744
 EH0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0744!SPC AR S     -   0.99999618  x   0.99992406  =   0.99992024
 EH0744!UTM  15      -   0.99999618  x   1.00004202  =   1.00003820
 EH0744
 EH0744                          SUPERSEDED SURVEY CONTROL
 EH0744
 EH0744  NAVD 88 (06/15/91)   51.008  (m)          167.35   (f) ADJUSTED    1 2
 EH0744  NGVD 29 (??/??/??)   51.065  (m)          167.54   (f) ADJUSTED    1 2
 EH0744
 EH0744.Superseded values are not recommended for survey control.
 EH0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0744.See file dsdata.txt to determine how the superseded data were derived.
 EH0744
 EH0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8936189163(NAD 83)
 EH0744_MARKER: DB = BENCH MARK DISK
 EH0744_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0744_SP_SET: 26 FT.
 EH0744_STAMPING: Z 221
 EH0744_MARK LOGO: NGS   
 EH0744_PROJECTION: FLUSH
 EH0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH0744+STABILITY: POSITION/ELEVATION WELL
 EH0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0744+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 EH0744_ROD/PIPE-DEPTH:  7.9 meters
 EH0744_SLEEVE-DEPTH  :  3.0 meters
 EH0744
 EH0744  HISTORY     - Date     Condition        Report By
 EH0744  HISTORY     - 1976     MONUMENTED       NGS
 EH0744  HISTORY     - 1976     GOOD             NGS
 EH0744  HISTORY     - 1985     GOOD             NGS
 EH0744  HISTORY     - 20011018 GOOD             3001
 EH0744
 EH0744                          STATION DESCRIPTION
 EH0744
 EH0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0744'0.5 MI N FROM MELLWOOD.
 EH0744'0.5 MILES NORTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0744'MELLWOOD, 279 FEET WEST OF THE CENTER LINE OF THE LEVEE, 258 FEET WEST
 EH0744'OF MILEPOST 39/40, AND 45 FEET EAST OF A FENCE AT THE TOE OF THE
 EH0744'LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 26
 EH0744'FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  A DISK SET IN THE TOP OF
 EH0744'A CONCRETE POST PROJECTING +0 INCHES.  40 FEET BELOW LEVEE 3 FEET
 EH0744'NORTH OF A WITNESS POST.
 EH0744
 EH0744                          STATION RECOVERY (1985)
 EH0744
 EH0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0744'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 13.7 METERS (45.0 FT) EAST OF
 EH0744'A WITNESS POST IN THE FENCE LINE, AND 0.31 METERS (1.0 FT) NORTH OF A
 EH0744'WITNESS POST.  BENCH MARK APPEARS TO BE A COPPER CLAD STEEL ROD WITH
 EH0744'DATUM POINT ENCASED IN A 1-INCH PVC SLEEVE OF UNDETERMINED LENGHT,
 EH0744'INSIDE A 4-INCH PVC PIPE, A BRASS WASHER STAMPED Z 221 IS EMBEDDED IN
 EH0744'THE CEMENT.
 EH0744
 EH0744                          STATION RECOVERY (2001)
 EH0744
 EH0744'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH0744'THE STATION IS LOCATED 0.5 MILES NORTH FROM MELLWOOD, ARKANSAS, ALONG
 EH0744'LEVEE.
 EH0744' 
 EH0744'TO REACH THE STATION FROM THE INTERSECTION OF HWY 44 AND CR 518, TURN
 EH0744'LEFT ON CR 518
 EH0744'EAST, GO TO LEVEE TURN LEFT AND GO 0.5 MILES NORTH TO STATION ON LEFT.
 EH0744'THE STATION IS 279 FEET WEST OF THE CENTERLINE OF LEVEE, 258 FEET WEST
 EH0744'OF MILES POST 39/40,
 EH0744'AND 45 FEET EAST OF A FENCE AT THE TOE OF LEVEE.  STATION IS A COPPER
 EH0744'COATED STEEL ROD TO
 EH0744'A DEPTH OF 26 FEET, ENCASED IN A 1 INCH PVC SLEEVE INSIDE A 4 INCH PVC
 EH0744'PIPE, A BRASS WASHER
 EH0744'STAMPED Z 221 IS EMBEDED IN CONCRETE.
 EH0744'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0757 ***********************************************************************
 EH0757  DESIGNATION -  Z 222
 EH0757  PID         -  EH0757
 EH0757  STATE/COUNTY-  AR/PHILLIPS
 EH0757  USGS QUAD   -  MELLWOOD (1982)
 EH0757
 EH0757                         *CURRENT SURVEY CONTROL
 EH0757  ___________________________________________________________________
 EH0757* NAD 83(1986)-  34 07 40.     (N)    090 58 08.     (W)     SCALED    
 EH0757* NAVD 88     -        56.819  (meters)     186.41   (feet)  ADJUSTED  
 EH0757  ___________________________________________________________________
 EH0757  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH0757  DYNAMIC HT  -          56.763 (meters)     186.23  (feet)  COMP
 EH0757  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 EH0757
 EH0757  VERT ORDER  -  FIRST     CLASS II
 EH0757
 EH0757.The horizontal coordinates were scaled from a topographic map and have
 EH0757.an estimated accuracy of +/- 6 seconds.
 EH0757
 EH0757.The orthometric height was determined by differential leveling
 EH0757.and adjusted by the National Geodetic Survey in June 1991..
 EH0757
 EH0757.The geoid height was determined by GEOID03.
 EH0757
 EH0757.The dynamic height is computed by dividing the NAVD 88
 EH0757.geopotential number by the normal gravity value computed on the
 EH0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0757.degrees latitude (g = 980.6199 gals.).
 EH0757
 EH0757.The modeled gravity was interpolated from observed gravity values.
 EH0757
 EH0757;                    North         East    Units  Estimated Accuracy
 EH0757;SPC AR S     -   562,530.      495,110.      MT  (+/- 180 meters Scaled)
 EH0757
 EH0757                          SUPERSEDED SURVEY CONTROL
 EH0757
 EH0757  NGVD 29 (??/??/??)   56.880  (m)          186.61   (f) ADJUSTED    1 2
 EH0757
 EH0757.Superseded values are not recommended for survey control.
 EH0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0757.See file dsdata.txt to determine how the superseded data were derived.
 EH0757
 EH0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT873781(NAD 83)
 EH0757_MARKER: DB = BENCH MARK DISK
 EH0757_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0757+WITH SETTING: INTO GROUND
 EH0757_STAMPING: Z 222 1976
 EH0757_MARK LOGO: NGS   
 EH0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0757+STABILITY: SURFACE MOTION
 EH0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0757+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 EH0757
 EH0757  HISTORY     - Date     Condition        Report By
 EH0757  HISTORY     - 1976     MONUMENTED       NGS
 EH0757  HISTORY     - 1985     GOOD             NGS
 EH0757  HISTORY     - 20030331 GOOD             USACE
 EH0757
 EH0757                          STATION DESCRIPTION
 EH0757
 EH0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0757'8.85 MI S FROM MELLWOOD.
 EH0757'8.85 MILES SOUTH ALONG THE LEVEE FROM THE CROSSING OF A GRAVEL ROAD AT
 EH0757'MELLWOOD, ALSO 0.1 MILE NORTH OF A FENCE AND CATTLE GUARD ON LEVEE,
 EH0757'125 YARDS SOUTHEAST OF SOME CATTLE GUARDS, AND 15 FEET WEST OF THE
 EH0757'CENTER LINE OF THE LEVEE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 EH0757'TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES.  2 FEET
 EH0757'BELOW LEVEE 1 FOOT NORTH OF A WITNESS POST.
 EH0757
 EH0757                          STATION RECOVERY (1985)
 EH0757
 EH0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0757'RECOVERED IN GOOD CONDITION.  NOTE, SET BETWEEN TWO WITNESS POSTS.
 EH0757
 EH0757                          STATION RECOVERY (2003)
 EH0757
 EH0757'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0881 ***********************************************************************
 DK0881  DESIGNATION -  Z 223
 DK0881  PID         -  DK0881
 DK0881  STATE/COUNTY-  AR/DESHA
 DK0881  USGS QUAD   -  DUMAS (1969)
 DK0881
 DK0881                         *CURRENT SURVEY CONTROL
 DK0881  ___________________________________________________________________
 DK0881* NAD 83(1986)-  33 56 05.     (N)    091 23 29.     (W)     SCALED    
 DK0881* NAVD 88     -        48.479  (meters)     159.05   (feet)  ADJUSTED  
 DK0881  ___________________________________________________________________
 DK0881  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0881  DYNAMIC HT  -          48.431 (meters)     158.89  (feet)  COMP
 DK0881  MODELED GRAV-     979,646.9   (mgal)                       NAVD 88
 DK0881
 DK0881  VERT ORDER  -  FIRST     CLASS II
 DK0881
 DK0881.The horizontal coordinates were scaled from a topographic map and have
 DK0881.an estimated accuracy of +/- 6 seconds.
 DK0881
 DK0881.The orthometric height was determined by differential leveling
 DK0881.and adjusted by the National Geodetic Survey in June 1991..
 DK0881.WARNING-Repeat measurements at this control monument indicate possible
 DK0881.vertical movement.
 DK0881
 DK0881.The geoid height was determined by GEOID03.
 DK0881
 DK0881.The dynamic height is computed by dividing the NAVD 88
 DK0881.geopotential number by the normal gravity value computed on the
 DK0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0881.degrees latitude (g = 980.6199 gals.).
 DK0881
 DK0881.The modeled gravity was interpolated from observed gravity values.
 DK0881
 DK0881;                    North         East    Units  Estimated Accuracy
 DK0881;SPC AR S     -   540,810.      456,270.      MT  (+/- 180 meters Scaled)
 DK0881
 DK0881                          SUPERSEDED SURVEY CONTROL
 DK0881
 DK0881  NGVD 29 (??/??/??)   48.542  (m)          159.26   (f) ADJUSTED    1 2
 DK0881
 DK0881.Superseded values are not recommended for survey control.
 DK0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0881.See file dsdata.txt to determine how the superseded data were derived.
 DK0881
 DK0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT486560(NAD 83)
 DK0881_MARKER: DB = BENCH MARK DISK
 DK0881_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0881_SP_SET: 104 FEET
 DK0881_STAMPING: Z 223 1976
 DK0881_MARK LOGO: NGS   
 DK0881_PROJECTION: FLUSH
 DK0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0881+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2004
 DK0881_ROD/PIPE-DEPTH: 31.7 meters
 DK0881
 DK0881  HISTORY     - Date     Condition        Report By
 DK0881  HISTORY     - 1976     MONUMENTED       NGS
 DK0881  HISTORY     - 1984     GOOD             NGS
 DK0881  HISTORY     - 1988     GOOD             USPSQD
 DK0881  HISTORY     - 1989     GOOD             USPSQD
 DK0881  HISTORY     - 1990     GOOD             USPSQD
 DK0881  HISTORY     - 20040112 GOOD             USACE
 DK0881
 DK0881                          STATION DESCRIPTION
 DK0881
 DK0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0881'IN BACK GATE.
 DK0881'300 FEET NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 1 AND 54 AT BACK
 DK0881'GATE, 7.5 MILES NORTHEAST OF DUMAS, 250 FEET EAST OF STATE HIGHWAY 1,
 DK0881'64 FEET NORTHEAST OF THE NORTHEAST CORNER OF MONTGOMERY GROCERY STORE,
 DK0881'AND 2 FEET WEST OF A POWERLINE POLE WITH A TRANSFORMER.  A DISK ON TOP
 DK0881'OF A COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET ENCASED IN A PIPE
 DK0881'PROJECTING +0 INCHES.  ABOUT LEVEL WITH HIGHWAY 11 FEET SOUTHWEST OF A
 DK0881'WITNESS POST.
 DK0881
 DK0881                          STATION RECOVERY (1984)
 DK0881
 DK0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DK0881'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM
 DK0881'(0.2 MI) EAST ALONG STATE HIGHWAY 54 FROM THE HIGH SCHOOL IN DUMAS,
 DK0881'THENCE 11.7 KM (7.3 MI) EAST AND NORTHEAST ALONG U.S. HIGHWAY 165
 DK0881'NORTH, 0.3 KM (0.2 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 1, AT A
 DK0881'POWER LINE POLE 19.5 METERS (64.0 FT) NORTHEAST OF THE NORTHEAST
 DK0881'CORNER OF THE MONTGOMERY GROCERY STORE, 76.2 METERS (250.0 FT) EAST OF
 DK0881'THE CENTER LINE OF HIGHWAY 165, AND 0.6 METER (2.0 FT) WEST OF THE
 DK0881'POWER LINE POLE WITH A TRANSFORMER.
 DK0881'THE MARK IS 3.35 METERS  SW FROM A WITNESS POST.
 DK0881'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DK0881
 DK0881                          STATION RECOVERY (1988)
 DK0881
 DK0881'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DK0881'RECOVERED IN GOOD CONDITION.
 DK0881
 DK0881                          STATION RECOVERY (1989)
 DK0881
 DK0881'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 DK0881'RECOVERED IN GOOD CONDITION.
 DK0881
 DK0881                          STATION RECOVERY (1990)
 DK0881
 DK0881'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 DK0881'RECOVERED IN GOOD CONDITION.
 DK0881
 DK0881                          STATION RECOVERY (2004)
 DK0881
 DK0881'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 DK0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1041 ***********************************************************************
 EH1041  DESIGNATION -  Z 224
 EH1041  PID         -  EH1041
 EH1041  STATE/COUNTY-  AR/PHILLIPS
 EH1041  USGS QUAD   -  MARVELL (1971)
 EH1041
 EH1041                         *CURRENT SURVEY CONTROL
 EH1041  ___________________________________________________________________
 EH1041* NAD 83(1986)-  34 30 38.     (N)    090 57 20.     (W)     SCALED    
 EH1041* NAVD 88     -        54.900  (meters)     180.12   (feet)  ADJUSTED  
 EH1041  ___________________________________________________________________
 EH1041  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH1041  DYNAMIC HT  -          54.847 (meters)     179.94  (feet)  COMP
 EH1041  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 EH1041
 EH1041  VERT ORDER  -  FIRST     CLASS II
 EH1041
 EH1041.The horizontal coordinates were scaled from a topographic map and have
 EH1041.an estimated accuracy of +/- 6 seconds.
 EH1041
 EH1041.The orthometric height was determined by differential leveling
 EH1041.and adjusted by the National Geodetic Survey in August 1993..
 EH1041
 EH1041.The geoid height was determined by GEOID03.
 EH1041
 EH1041.The dynamic height is computed by dividing the NAVD 88
 EH1041.geopotential number by the normal gravity value computed on the
 EH1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1041.degrees latitude (g = 980.6199 gals.).
 EH1041
 EH1041.The modeled gravity was interpolated from observed gravity values.
 EH1041
 EH1041;                    North         East    Units  Estimated Accuracy
 EH1041;SPC AR S     -   605,000.      495,900.      MT  (+/- 180 meters Scaled)
 EH1041
 EH1041                          SUPERSEDED SURVEY CONTROL
 EH1041
 EH1041  NAVD 88 (06/15/91)   54.894  (m)          180.10   (f) UNKNOWN     1 2
 EH1041  NGVD 29 (??/??/??)   54.933  (m)          180.23   (f) ADJUSTED    1 2
 EH1041
 EH1041.Superseded values are not recommended for survey control.
 EH1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1041.See file dsdata.txt to determine how the superseded data were derived.
 EH1041
 EH1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU876206(NAD 83)
 EH1041_MARKER: DB = BENCH MARK DISK
 EH1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH1041_SP_SET: CULVERT
 EH1041_STAMPING: Z 224 1976
 EH1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1041+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002
 EH1041
 EH1041  HISTORY     - Date     Condition        Report By
 EH1041  HISTORY     - 1976     MONUMENTED       NGS
 EH1041  HISTORY     - 20020330 GOOD             USACE
 EH1041
 EH1041                          STATION DESCRIPTION
 EH1041
 EH1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1041'4.1 MI SW FROM MARVELL.
 EH1041'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 EH1041'MISSOURI PACIFIC RAILROAD AT MARVELL, THENCE SOUTHWEST ALONG STATE
 EH1041'HIGHWAY 318 FOR 1.6 MILES, 0.1 MILE NORTHWEST OF A LARGE RED BRICK
 EH1041'HOUSE, SET IN THE NORTH END OF THE WEST HEADWALL, 13 FEET WEST OF THE
 EH1041'CENTERLINE OF THE HIGHWAY, 26 FEET EAST OF A FENCE, AND 79 FEET
 EH1041'SOUTHEAST OF A FENCE CORNER.  1 FOOT ABOVE HIGHWAY.
 EH1041
 EH1041                          STATION RECOVERY (2002)
 EH1041
 EH1041'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 EH1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0817 ***********************************************************************
 EH0817  DESIGNATION -  Z 225
 EH0817  PID         -  EH0817
 EH0817  STATE/COUNTY-  AR/PHILLIPS
 EH0817  USGS QUAD   -  MARVELL (1971)
 EH0817
 EH0817                         *CURRENT SURVEY CONTROL
 EH0817  ___________________________________________________________________
 EH0817* NAD 83(1986)-  34 33 20.     (N)    090 56 43.     (W)     SCALED    
 EH0817* NAVD 88     -        56.088  (meters)     184.02   (feet)  ADJUSTED  
 EH0817  ___________________________________________________________________
 EH0817  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0817  DYNAMIC HT  -          56.034 (meters)     183.84  (feet)  COMP
 EH0817  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 EH0817
 EH0817  VERT ORDER  -  FIRST     CLASS II
 EH0817
 EH0817.The horizontal coordinates were scaled from a topographic map and have
 EH0817.an estimated accuracy of +/- 6 seconds.
 EH0817
 EH0817.The orthometric height was determined by differential leveling
 EH0817.and adjusted by the National Geodetic Survey in August 1993..
 EH0817
 EH0817.The geoid height was determined by GEOID03.
 EH0817
 EH0817.The dynamic height is computed by dividing the NAVD 88
 EH0817.geopotential number by the normal gravity value computed on the
 EH0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0817.degrees latitude (g = 980.6199 gals.).
 EH0817
 EH0817.The modeled gravity was interpolated from observed gravity values.
 EH0817
 EH0817;                    North         East    Units  Estimated Accuracy
 EH0817;SPC AR S     -   610,000.      496,800.      MT  (+/- 180 meters Scaled)
 EH0817
 EH0817                          SUPERSEDED SURVEY CONTROL
 EH0817
 EH0817  NAVD 88 (06/15/91)   56.087  (m)          184.01   (f) UNKNOWN     1 2
 EH0817  NGVD 29 (??/??/??)   56.120  (m)          184.12   (f) ADJUSTED    1 2
 EH0817
 EH0817.Superseded values are not recommended for survey control.
 EH0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0817.See file dsdata.txt to determine how the superseded data were derived.
 EH0817
 EH0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU885256(NAD 83)
 EH0817_MARKER: DB = BENCH MARK DISK
 EH0817_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0817+WITH SETTING: INTO GROUND
 EH0817_STAMPING: Z 225 1976
 EH0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0817+STABILITY: SURFACE MOTION
 EH0817
 EH0817  HISTORY     - Date     Condition        Report By
 EH0817  HISTORY     - 1976     MONUMENTED       NGS
 EH0817  HISTORY     - 20030306 MARK NOT FOUND   USACE
 EH0817
 EH0817                          STATION DESCRIPTION
 EH0817
 EH0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0817'1.1 MI W FROM MARVELL.
 EH0817'0.1 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE MISSOURI
 EH0817'PACIFIC RAILROAD AT MARVELL, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 EH0817'93 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE WITH A
 EH0817'METAL ROOF, 84 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER, 29
 EH0817'FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 15 FEET WEST OF A 2
 EH0817'FOOT DIAMETER TREE, 35 FEET NORTHWEST OF THE CENTER OF A BRIDGE
 EH0817'LEADING TO THE HOUSE, AND 2 FEET NORTH OF A FENCE.  A DISK ON TOP OF A
 EH0817'COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0817'PROJECTING +0 INCHES.  1 FOOT ABOVE ROAD 1 FOOT NORTHEAST OF A WITNESS
 EH0817'POST.
 EH0817
 EH0817                          STATION RECOVERY (2003)
 EH0817
 EH0817'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0817'BRIDGE REPLACED WITH CULVERT, AND DITCH WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1294 ***********************************************************************
 EH1294  DESIGNATION -  Z 226
 EH1294  PID         -  EH1294
 EH1294  STATE/COUNTY-  AR/ARKANSAS
 EH1294  USGS QUAD   -  GILLETT (1972)
 EH1294
 EH1294                         *CURRENT SURVEY CONTROL
 EH1294  ___________________________________________________________________
 EH1294* NAD 83(1986)-  34 01 18.     (N)    091 23 04.     (W)     SCALED    
 EH1294* NAVD 88     -        51.895  (meters)     170.26   (feet)  ADJUSTED  
 EH1294  ___________________________________________________________________
 EH1294  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EH1294  DYNAMIC HT  -          51.844 (meters)     170.09  (feet)  COMP
 EH1294  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH1294
 EH1294  VERT ORDER  -  FIRST     CLASS II
 EH1294
 EH1294.The horizontal coordinates were scaled from a topographic map and have
 EH1294.an estimated accuracy of +/- 6 seconds.
 EH1294
 EH1294.The orthometric height was determined by differential leveling
 EH1294.and adjusted by the National Geodetic Survey in June 1991..
 EH1294
 EH1294.The geoid height was determined by GEOID03.
 EH1294
 EH1294.The dynamic height is computed by dividing the NAVD 88
 EH1294.geopotential number by the normal gravity value computed on the
 EH1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1294.degrees latitude (g = 980.6199 gals.).
 EH1294
 EH1294.The modeled gravity was interpolated from observed gravity values.
 EH1294
 EH1294;                    North         East    Units  Estimated Accuracy
 EH1294;SPC AR S     -   550,460.      456,850.      MT  (+/- 180 meters Scaled)
 EH1294
 EH1294                          SUPERSEDED SURVEY CONTROL
 EH1294
 EH1294  NGVD 29 (??/??/??)   51.958  (m)          170.47   (f) ADJUSTED    1 2
 EH1294
 EH1294.Superseded values are not recommended for survey control.
 EH1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1294.See file dsdata.txt to determine how the superseded data were derived.
 EH1294
 EH1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT491657(NAD 83)
 EH1294_MARKER: DR = REFERENCE MARK DISK
 EH1294_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1294_SP_SET: 104 FT.
 EH1294_STAMPING: Z 226 1976
 EH1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1294
 EH1294  HISTORY     - Date     Condition        Report By
 EH1294  HISTORY     - 1976     MONUMENTED       NGS
 EH1294  HISTORY     - 20030417 MARK NOT FOUND   USACE
 EH1294
 EH1294                          STATION DESCRIPTION
 EH1294
 EH1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH1294'7.0 MI S FROM GILLETT.
 EH1294'7.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH LESLIE
 EH1294'AVENUE AT GILLETT, 82 FEET SOUTHWEST OF A CATTLE GUARD, 60 FEET WEST
 EH1294'OF THE CENTERLINE OF HIGHWAY, AND 6 FEET NORTHWEST OF A 2 FOOT METAL
 EH1294'PIPE THAT PROJECTS 6 FEET.  NOTE A REFERENCE MARK DISK WAS SET BY
 EH1294'MISTAKE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 104
 EH1294'FEET ENCASED IN A PIPE PROJECTING +1 INCHES.  ABOUT LEVEL WITH HIGHWAY
 EH1294'5 FEET EAST OF A WITNESS POST.
 EH1294
 EH1294                          STATION RECOVERY (2003)
 EH1294
 EH1294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1294'HWY 1 HAS CHANGED OLD HWY 1 IS NOW ROSS LANE. AREA IS NOW OLD DUMP
 EH1294'SITE. DIFFICULT TO RECOVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1386 ***********************************************************************
 EJ1386  DESIGNATION -  Z 23
 EJ1386  PID         -  EJ1386
 EJ1386  STATE/COUNTY-  AR/MONTGOMERY
 EJ1386  USGS QUAD   -  NORMAN (1979)
 EJ1386
 EJ1386                         *CURRENT SURVEY CONTROL
 EJ1386  ___________________________________________________________________
 EJ1386* NAD 83(1986)-  34 24 51.     (N)    093 37 51.     (W)     SCALED    
 EJ1386* NAVD 88     -       193.773  (meters)     635.74   (feet)  ADJUSTED  
 EJ1386  ___________________________________________________________________
 EJ1386  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 EJ1386  DYNAMIC HT  -         193.577 (meters)     635.09  (feet)  COMP
 EJ1386  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 EJ1386
 EJ1386  VERT ORDER  -  SECOND    CLASS 0
 EJ1386
 EJ1386.The horizontal coordinates were scaled from a topographic map and have
 EJ1386.an estimated accuracy of +/- 6 seconds.
 EJ1386
 EJ1386.The orthometric height was determined by differential leveling
 EJ1386.and adjusted by the National Geodetic Survey in June 1991..
 EJ1386
 EJ1386.The geoid height was determined by GEOID03.
 EJ1386
 EJ1386.The dynamic height is computed by dividing the NAVD 88
 EJ1386.geopotential number by the normal gravity value computed on the
 EJ1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1386.degrees latitude (g = 980.6199 gals.).
 EJ1386
 EJ1386.The modeled gravity was interpolated from observed gravity values.
 EJ1386
 EJ1386;                    North         East    Units  Estimated Accuracy
 EJ1386;SPC AR S     -   595,020.      250,090.      MT  (+/- 180 meters Scaled)
 EJ1386
 EJ1386                          SUPERSEDED SURVEY CONTROL
 EJ1386
 EJ1386  NGVD 29 (??/??/92)  193.734  (m)          635.61   (f) ADJ UNCH    2 0
 EJ1386
 EJ1386.Superseded values are not recommended for survey control.
 EJ1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1386.See file dsdata.txt to determine how the superseded data were derived.
 EJ1386
 EJ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU420082(NAD 83)
 EJ1386_MARKER: DB = BENCH MARK DISK
 EJ1386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1386_SP_SET: ABUTMENT
 EJ1386_STAMPING: 635.609 Z 23 1932
 EJ1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1386
 EJ1386  HISTORY     - Date     Condition        Report By
 EJ1386  HISTORY     - 1932     MONUMENTED       CGS
 EJ1386  HISTORY     - 1961     GOOD             NGS
 EJ1386
 EJ1386                          STATION DESCRIPTION
 EJ1386
 EJ1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ1386'1.1 MI NW FROM CADDO GAP.
 EJ1386'1.1 MILES NORTHWEST OF CADDO GAP, MONTGOMERY COUNTY, ALONG THE
 EJ1386'MISSOURI PACIFIC RAILROAD, LOCATED IN THE WEST SIDE OF THE NORTH
 EJ1386'ABUTMENT OF THE RR BRIDGE OVER COLLIER CREEK.  A STANDARD DISK SET IN
 EJ1386'A DRILL HOLE.  NOTE-- A CORNER OF THE BEAM WOULD HAVE TO BE SAWED OFF
 EJ1386'BEFORE THE MARK COULD BE USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0954 ***********************************************************************
 EJ0954  DESIGNATION -  Z 24
 EJ0954  PID         -  EJ0954
 EJ0954  STATE/COUNTY-  AR/YELL
 EJ0954  USGS QUAD   -  ROVER (1968)
 EJ0954
 EJ0954                         *CURRENT SURVEY CONTROL
 EJ0954  ___________________________________________________________________
 EJ0954* NAD 83(1986)-  34 57 39.     (N)    093 23 45.     (W)     SCALED    
 EJ0954* NAVD 88     -       123.099  (meters)     403.87   (feet)  ADJUSTED  
 EJ0954  ___________________________________________________________________
 EJ0954  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EJ0954  DYNAMIC HT  -         122.978 (meters)     403.47  (feet)  COMP
 EJ0954  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 EJ0954
 EJ0954  VERT ORDER  -  SECOND    CLASS 0
 EJ0954
 EJ0954.The horizontal coordinates were scaled from a topographic map and have
 EJ0954.an estimated accuracy of +/- 6 seconds.
 EJ0954
 EJ0954.The orthometric height was determined by differential leveling
 EJ0954.and adjusted by the National Geodetic Survey in June 1991..
 EJ0954
 EJ0954.The geoid height was determined by GEOID03.
 EJ0954
 EJ0954.The dynamic height is computed by dividing the NAVD 88
 EJ0954.geopotential number by the normal gravity value computed on the
 EJ0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0954.degrees latitude (g = 980.6199 gals.).
 EJ0954
 EJ0954.The modeled gravity was interpolated from observed gravity values.
 EJ0954
 EJ0954;                    North         East    Units  Estimated Accuracy
 EJ0954;SPC AR N     -    70,520.      272,520.      MT  (+/- 180 meters Scaled)
 EJ0954
 EJ0954                          SUPERSEDED SURVEY CONTROL
 EJ0954
 EJ0954  NGVD 29 (??/??/92)  123.053  (m)          403.72   (f) ADJ UNCH    2 0
 EJ0954
 EJ0954.Superseded values are not recommended for survey control.
 EJ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0954.See file dsdata.txt to determine how the superseded data were derived.
 EJ0954
 EJ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU638687(NAD 83)
 EJ0954_MARKER: DB = BENCH MARK DISK
 EJ0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0954_SP_SET: CULVERT
 EJ0954_STAMPING: 403.716 Z 24 1932
 EJ0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0954
 EJ0954  HISTORY     - Date     Condition        Report By
 EJ0954  HISTORY     - 1932     MONUMENTED       CGS
 EJ0954  HISTORY     - 1956     GOOD             NGS
 EJ0954
 EJ0954                          STATION DESCRIPTION
 EJ0954
 EJ0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EJ0954'1.0 MI N FROM ROVER.
 EJ0954'1.0 MILE NORTH ALONG STATE HIGHWAYS 27 AND 28 FROM THE POST OFFICE AT
 EJ0954'ROVER, YELL COUNTY, AT A 4 BY 5 FOOT CONCRETE CULVERT AND IN THE
 EJ0954'CENTER OF THE TOP OF THE WEST HEADWALL, 12 FEET WEST OF THE CENTER
 EJ0954'LINE OF THE HIGHWAY AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY. A
 EJ0954'STANDARD BENCH MARK STAMPED 403.716 Z 24 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0905 ***********************************************************************
 DK0905  DESIGNATION -  Z 240
 DK0905  PID         -  DK0905
 DK0905  STATE/COUNTY-  AR/DESHA
 DK0905  USGS QUAD   -  HALLEY (1981)
 DK0905
 DK0905                         *CURRENT SURVEY CONTROL
 DK0905  ___________________________________________________________________
 DK0905* NAD 83(1986)-  33 35 41.     (N)    091 17 37.     (W)     SCALED    
 DK0905* NAVD 88     -        43.336  (meters)     142.18   (feet)  ADJUSTED  
 DK0905  ___________________________________________________________________
 DK0905  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK0905  DYNAMIC HT  -          43.290 (meters)     142.03  (feet)  COMP
 DK0905  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 DK0905
 DK0905  VERT ORDER  -  FIRST     CLASS II
 DK0905
 DK0905.The horizontal coordinates were scaled from a topographic map and have
 DK0905.an estimated accuracy of +/- 6 seconds.
 DK0905
 DK0905.The orthometric height was determined by differential leveling
 DK0905.and adjusted by the National Geodetic Survey in June 1991..
 DK0905
 DK0905.The geoid height was determined by GEOID03.
 DK0905
 DK0905.The dynamic height is computed by dividing the NAVD 88
 DK0905.geopotential number by the normal gravity value computed on the
 DK0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0905.degrees latitude (g = 980.6199 gals.).
 DK0905
 DK0905.The modeled gravity was interpolated from observed gravity values.
 DK0905
 DK0905;                    North         East    Units  Estimated Accuracy
 DK0905;SPC AR S     -   503,160.      465,560.      MT  (+/- 180 meters Scaled)
 DK0905
 DK0905                          SUPERSEDED SURVEY CONTROL
 DK0905
 DK0905  NGVD 29 (??/??/??)   43.453  (m)          142.56   (f) ADJUSTED    1 2
 DK0905
 DK0905.Superseded values are not recommended for survey control.
 DK0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0905.See file dsdata.txt to determine how the superseded data were derived.
 DK0905
 DK0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT583185(NAD 83)
 DK0905_MARKER: DB = BENCH MARK DISK
 DK0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0905_STAMPING: Z 240 1939
 DK0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0905+STABILITY: SURFACE MOTION
 DK0905
 DK0905  HISTORY     - Date     Condition        Report By
 DK0905  HISTORY     - 1939     MONUMENTED       CGS
 DK0905  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0905  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0905
 DK0905                          STATION DESCRIPTION
 DK0905
 DK0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0905'2.1 MI E FROM TRIPPE JUNCTION.
 DK0905'2.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM TRIPPE
 DK0905'JUNCTION, DESHA COUNTY, AT THE EAST END OF TRESTLE 588, AT POLE
 DK0905'414+25, ON THE EAST BANK OF BAYOU MACON, AND 25 FEET EAST OF THE EAST
 DK0905'RAIL.  A STANDARD DISK, STAMPED Z 240 1939 AND SET IN THE TOP OF A
 DK0905'CONCRETE POST.
 DK0905
 DK0905                          STATION RECOVERY (1977)
 DK0905
 DK0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0905'MARK NOT FOUND.
 DK0905
 DK0905                          STATION RECOVERY (1977)
 DK0905
 DK0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1021 ***********************************************************************
 EJ1021  DESIGNATION -  Z 241
 EJ1021  PID         -  EJ1021
 EJ1021  STATE/COUNTY-  AR/GARLAND
 EJ1021  USGS QUAD   -  HAMILTON (1975)
 EJ1021
 EJ1021                         *CURRENT SURVEY CONTROL
 EJ1021  ___________________________________________________________________
 EJ1021* NAD 83(1986)-  34 38 27.     (N)    093 12 32.     (W)     SCALED    
 EJ1021* NAVD 88     -       159.442  (meters)     523.10   (feet)  ADJUSTED  
 EJ1021  ___________________________________________________________________
 EJ1021  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 EJ1021  DYNAMIC HT  -         159.284 (meters)     522.58  (feet)  COMP
 EJ1021  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 EJ1021
 EJ1021  VERT ORDER  -  SECOND    CLASS 0
 EJ1021
 EJ1021.The horizontal coordinates were scaled from a topographic map and have
 EJ1021.an estimated accuracy of +/- 6 seconds.
 EJ1021
 EJ1021.The orthometric height was determined by differential leveling
 EJ1021.and adjusted by the National Geodetic Survey in June 1991..
 EJ1021
 EJ1021.The geoid height was determined by GEOID03.
 EJ1021
 EJ1021.The dynamic height is computed by dividing the NAVD 88
 EJ1021.geopotential number by the normal gravity value computed on the
 EJ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1021.degrees latitude (g = 980.6199 gals.).
 EJ1021
 EJ1021.The modeled gravity was interpolated from observed gravity values.
 EJ1021
 EJ1021;                    North         East    Units  Estimated Accuracy
 EJ1021;SPC AR S     -   619,620.      289,170.      MT  (+/- 180 meters Scaled)
 EJ1021
 EJ1021                          SUPERSEDED SURVEY CONTROL
 EJ1021
 EJ1021  NGVD 29 (??/??/92)  159.418  (m)          523.02   (f) ADJ UNCH    2 0
 EJ1021
 EJ1021.Superseded values are not recommended for survey control.
 EJ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1021.See file dsdata.txt to determine how the superseded data were derived.
 EJ1021
 EJ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU808332(NAD 83)
 EJ1021_MARKER: DB = BENCH MARK DISK
 EJ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1021_STAMPING: Z 241 1939
 EJ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1021+STABILITY: SURFACE MOTION
 EJ1021
 EJ1021  HISTORY     - Date     Condition        Report By
 EJ1021  HISTORY     - 1939     MONUMENTED       CGS
 EJ1021  HISTORY     - 1944     GOOD             NGS
 EJ1021  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1021
 EJ1021                          STATION DESCRIPTION
 EJ1021
 EJ1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EJ1021'4.4 MI E FROM BLAKLEY CAMP.
 EJ1021'4.4 MILES EAST ALONG THE LITTLE BLAKELY CREEK ROAD FROM THE 1935
 EJ1021'LOCATION OF BLAKELY CAMP, GARLAND COUNTY, 0.1 MILE SOUTHWEST OF A FORD
 EJ1021'ACROSS A SMALL CREEK, 0.1 MILE NORTHEAST OF ANOTHER FORD ACROSS THE
 EJ1021'SAME CREEK, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND 15
 EJ1021'FEET NORTHEAST OF A 3-FOOT TRIANGULAR-BLAZED ELM TREE.  A STANDARD
 EJ1021'DISK, STAMPED Z 241 1939 AND SET IN THE TOP OF A CONCRETE POST.
 EJ1021
 EJ1021                          STATION RECOVERY (1998)
 EJ1021
 EJ1021'RECOVERY NOTE BY US POWER SQUADRON 1998
 EJ1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1344 ***********************************************************************
 DK1344  DESIGNATION -  Z 243
 DK1344  PID         -  DK1344
 DK1344  STATE/COUNTY-  AR/ASHLEY
 DK1344  USGS QUAD   -  PORTLAND (1960)
 DK1344
 DK1344                         *CURRENT SURVEY CONTROL
 DK1344  ___________________________________________________________________
 DK1344* NAD 83(1986)-  33 08 16.     (N)    091 32 19.     (W)     SCALED    
 DK1344* NAVD 88     -        36.200  (meters)     118.77   (feet)  ADJUSTED  
 DK1344  ___________________________________________________________________
 DK1344  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DK1344  DYNAMIC HT  -          36.161 (meters)     118.64  (feet)  COMP
 DK1344  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DK1344
 DK1344  VERT ORDER  -  FIRST     CLASS II
 DK1344
 DK1344.The horizontal coordinates were scaled from a topographic map and have
 DK1344.an estimated accuracy of +/- 6 seconds.
 DK1344
 DK1344.The orthometric height was determined by differential leveling
 DK1344.and adjusted by the National Geodetic Survey in June 1991..
 DK1344
 DK1344.The geoid height was determined by GEOID03.
 DK1344
 DK1344.The dynamic height is computed by dividing the NAVD 88
 DK1344.geopotential number by the normal gravity value computed on the
 DK1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1344.degrees latitude (g = 980.6199 gals.).
 DK1344
 DK1344.The modeled gravity was interpolated from observed gravity values.
 DK1344
 DK1344;                    North         East    Units  Estimated Accuracy
 DK1344;SPC AR S     -   452,350.      443,050.      MT  (+/- 180 meters Scaled)
 DK1344
 DK1344                          SUPERSEDED SURVEY CONTROL
 DK1344
 DK1344  NGVD 29 (??/??/??)   36.305  (m)          119.11   (f) ADJUSTED    1 2
 DK1344
 DK1344.Superseded values are not recommended for survey control.
 DK1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1344.See file dsdata.txt to determine how the superseded data were derived.
 DK1344
 DK1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS363675(NAD 83)
 DK1344_MARKER: DB = BENCH MARK DISK
 DK1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1344_STAMPING: Z 243 1939
 DK1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1344+STABILITY: SURFACE MOTION
 DK1344
 DK1344  HISTORY     - Date     Condition        Report By
 DK1344  HISTORY     - 1939     MONUMENTED       CGS
 DK1344
 DK1344                          STATION DESCRIPTION
 DK1344
 DK1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK1344'1.3 MI N FROM PARKDALE.
 DK1344'1.3 MILES NORTH OF THE R.R. STATION.  A STANDARD DISC SET IN THE TOP
 DK1344'OF A CONCRETE POST LOCATED ON THE WEST R/W OF THE MO. PA. R.R.
 DK1344'OPPOSITE MILE POST 243 18.  AT A GRADE CROSSING, 0.6 MILE NORTH OF A
 DK1344'CHURCH THAT STANDS ON THE WEST SIDE OF THE HWY. 48 FEET WEST OF THE
 DK1344'WEST RAIL.  27 FEET SOUTH OF THE CENTER OF AN IRON CATTLE GUARD, IN
 DK1344'R/W FENCE LINE.  30 FEET EAST OF THE CENTER LINE OF THE HWY NO. 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0964 ***********************************************************************
 EJ0964  DESIGNATION -  Z 244
 EJ0964  PID         -  EJ0964
 EJ0964  STATE/COUNTY-  AR/PERRY
 EJ0964  USGS QUAD   -  NIMROD SE (1968)
 EJ0964
 EJ0964                         *CURRENT SURVEY CONTROL
 EJ0964  ___________________________________________________________________
 EJ0964* NAD 83(1986)-  34 52 21.     (N)    093 05 27.     (W)     SCALED    
 EJ0964* NAVD 88     -       145.812  (meters)     478.38   (feet)  ADJUSTED  
 EJ0964  ___________________________________________________________________
 EJ0964  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 EJ0964  DYNAMIC HT  -         145.668 (meters)     477.91  (feet)  COMP
 EJ0964  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 EJ0964
 EJ0964  VERT ORDER  -  SECOND    CLASS 0
 EJ0964
 EJ0964.The horizontal coordinates were scaled from a topographic map and have
 EJ0964.an estimated accuracy of +/- 6 seconds.
 EJ0964
 EJ0964.The orthometric height was determined by differential leveling
 EJ0964.and adjusted by the National Geodetic Survey in June 1991..
 EJ0964
 EJ0964.The geoid height was determined by GEOID03.
 EJ0964
 EJ0964.The dynamic height is computed by dividing the NAVD 88
 EJ0964.geopotential number by the normal gravity value computed on the
 EJ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0964.degrees latitude (g = 980.6199 gals.).
 EJ0964
 EJ0964.The modeled gravity was interpolated from observed gravity values.
 EJ0964
 EJ0964;                    North         East    Units  Estimated Accuracy
 EJ0964;SPC AR N     -    60,370.      300,270.      MT  (+/- 180 meters Scaled)
 EJ0964
 EJ0964                          SUPERSEDED SURVEY CONTROL
 EJ0964
 EJ0964  NGVD 29 (??/??/92)  145.790  (m)          478.31   (f) ADJ UNCH    2 0
 EJ0964
 EJ0964.Superseded values are not recommended for survey control.
 EJ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0964.See file dsdata.txt to determine how the superseded data were derived.
 EJ0964
 EJ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU916589(NAD 83)
 EJ0964_MARKER: DB = BENCH MARK DISK
 EJ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0964_STAMPING: Z 244 1939
 EJ0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0964+STABILITY: SURFACE MOTION
 EJ0964
 EJ0964  HISTORY     - Date     Condition        Report By
 EJ0964  HISTORY     - 1939     MONUMENTED       CGS
 EJ0964  HISTORY     - 1965     GOOD             NGS
 EJ0964
 EJ0964                          STATION DESCRIPTION
 EJ0964
 EJ0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EJ0964'1.2 MI SE FROM HOLLIS.
 EJ0964'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STEEL BRIDGE OVER
 EJ0964'SOUTH FOURCHE LA FAVE RIVER AT HOLLIS, PERRY COUNTY, THENCE 1.0 MILE
 EJ0964'NORTHEAST ALONG THE HOLLIS-THORNBURG ROAD.  0.1 MILE EAST OF A
 EJ0964'FARMHOUSE ON THE SOUTH SIDE OF THE ROAD, 0.1 MILE WEST OF A FARMHOUSE
 EJ0964'ON THE NORTH SIDE OF THE ROAD, 33.3 FEET SOUTH OF THE CENTER LINE OF
 EJ0964'THE ROAD, AND 9.7 FEET SOUTHEAST OF A 24-INCH TRIANGULAR-BLAZED OAK
 EJ0964'TREE.  A STANDARD DISK, STAMPED Z 244 1939 AND SET IN THE TOP OF A
 EJ0964'CONCRETE POST.  NOTE-- FARMHOUSES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1568 ***********************************************************************
 EH1568  DESIGNATION -  Z 245
 EH1568  PID         -  EH1568
 EH1568  STATE/COUNTY-  AR/JEFFERSON
 EH1568  USGS QUAD   -  LADD (1975)
 EH1568
 EH1568                         *CURRENT SURVEY CONTROL
 EH1568  ___________________________________________________________________
 EH1568* NAD 83(1986)-  34 13 29.     (N)    091 57 08.     (W)     SCALED    
 EH1568* NAVD 88     -        62.441  (meters)     204.86   (feet)  ADJUSTED  
 EH1568  ___________________________________________________________________
 EH1568  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH1568  DYNAMIC HT  -          62.381 (meters)     204.66  (feet)  COMP
 EH1568  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 EH1568
 EH1568  VERT ORDER  -  FIRST     CLASS II
 EH1568
 EH1568.The horizontal coordinates were scaled from a topographic map and have
 EH1568.an estimated accuracy of +/- 6 seconds.
 EH1568
 EH1568.The orthometric height was determined by differential leveling
 EH1568.and adjusted by the National Geodetic Survey in June 1991..
 EH1568
 EH1568.The geoid height was determined by GEOID03.
 EH1568
 EH1568.The dynamic height is computed by dividing the NAVD 88
 EH1568.geopotential number by the normal gravity value computed on the
 EH1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1568.degrees latitude (g = 980.6199 gals.).
 EH1568
 EH1568.The modeled gravity was interpolated from observed gravity values.
 EH1568
 EH1568;                    North         East    Units  Estimated Accuracy
 EH1568;SPC AR S     -   572,810.      404,400.      MT  (+/- 180 meters Scaled)
 EH1568
 EH1568                          SUPERSEDED SURVEY CONTROL
 EH1568
 EH1568  NGVD 29 (??/??/??)   62.527  (m)          205.14   (f) ADJUSTED    1 2
 EH1568
 EH1568.Superseded values are not recommended for survey control.
 EH1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1568.See file dsdata.txt to determine how the superseded data were derived.
 EH1568
 EH1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT965875(NAD 83)
 EH1568_MARKER: DB = BENCH MARK DISK
 EH1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1568_STAMPING: Z 245 1938
 EH1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1568+STABILITY: SURFACE MOTION
 EH1568
 EH1568  HISTORY     - Date     Condition        Report By
 EH1568  HISTORY     - 1938     MONUMENTED       CGS
 EH1568  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH1568  HISTORY     - 1963     MARK NOT FOUND   USGS
 EH1568
 EH1568                          STATION DESCRIPTION
 EH1568
 EH1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH1568'2.8 MI E FROM PINE BLUFF.
 EH1568'2.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE UNION
 EH1568'STATION AT PINE BLUFF, JEFFERSON COUNTY, AT THE EAST YARD-LIMIT SIGN,
 EH1568'54 FEET SOUTHWEST OF POLE 391+8, ON THE WEST EDGE OF A THICK CYPRESS
 EH1568'BREAK, 48 FEET SOUTH OF THE SOUTH RAIL, AND 3 FEET SOUTH OF THE SOUTH
 EH1568'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 245 1938 AND SET IN
 EH1568'THE TOP OF A CONCRETE POST.
 EH1568
 EH1568                          STATION RECOVERY (1963)
 EH1568
 EH1568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EH1568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0180 ***********************************************************************
 DL0180  DESIGNATION -  Z 246
 DL0180  PID         -  DL0180
 DL0180  STATE/COUNTY-  AR/CALHOUN
 DL0180  USGS QUAD   -  ARTESIAN (1981)
 DL0180
 DL0180                         *CURRENT SURVEY CONTROL
 DL0180  ___________________________________________________________________
 DL0180* NAD 83(1986)-  33 26 23.     (N)    092 26 52.     (W)     SCALED    
 DL0180* NAVD 88     -        41.776  (meters)     137.06   (feet)  ADJUSTED  
 DL0180  ___________________________________________________________________
 DL0180  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DL0180  DYNAMIC HT  -          41.732 (meters)     136.92  (feet)  COMP
 DL0180  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 DL0180
 DL0180  VERT ORDER  -  SECOND    CLASS 0
 DL0180
 DL0180.The horizontal coordinates were scaled from a topographic map and have
 DL0180.an estimated accuracy of +/- 6 seconds.
 DL0180
 DL0180.The orthometric height was determined by differential leveling
 DL0180.and adjusted by the National Geodetic Survey in June 1991..
 DL0180
 DL0180.The geoid height was determined by GEOID03.
 DL0180
 DL0180.The dynamic height is computed by dividing the NAVD 88
 DL0180.geopotential number by the normal gravity value computed on the
 DL0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0180.degrees latitude (g = 980.6199 gals.).
 DL0180
 DL0180.The modeled gravity was interpolated from observed gravity values.
 DL0180
 DL0180;                    North         East    Units  Estimated Accuracy
 DL0180;SPC AR S     -   485,830.      358,360.      MT  (+/- 180 meters Scaled)
 DL0180
 DL0180                          SUPERSEDED SURVEY CONTROL
 DL0180
 DL0180  NGVD 29 (??/??/92)   41.824  (m)          137.22   (f) ADJ UNCH    2 0
 DL0180
 DL0180.Superseded values are not recommended for survey control.
 DL0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0180.See file dsdata.txt to determine how the superseded data were derived.
 DL0180
 DL0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT513001(NAD 83)
 DL0180_MARKER: DB = BENCH MARK DISK
 DL0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0180_STAMPING: Z 246 1938
 DL0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0180+STABILITY: SURFACE MOTION
 DL0180
 DL0180  HISTORY     - Date     Condition        Report By
 DL0180  HISTORY     - 1938     MONUMENTED       CGS
 DL0180  HISTORY     - 1964     GOOD             NGS
 DL0180  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0180  HISTORY     - 20050920 MARK NOT FOUND   ARHD
 DL0180
 DL0180                          STATION DESCRIPTION
 DL0180
 DL0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DL0180'5.6 MI SW FROM HARRELL.
 DL0180'5.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DL0180'RAILROAD FROM THE STATION AT HARRELL, CALHOUN COUNTY, 0.1 MILE WEST OF
 DL0180'MILEPOST 79, 48 FEET EAST OF THE EAST RAIL, AND 4 FEET NORTHEAST OF A
 DL0180'POLE.  A STANDARD DISK, STAMPED Z 246 1938 AND SET IN THE TOP OF A
 DL0180'CONCRETE POST.  NOTE-- ABOUT 3 2/3 POLES SOUTHWEST OF MILEPOST 79, 48
 DL0180'FEET EAST OF EAST RAIL AND 8 1/2 FEET NORTHEAST OF A POLE.
 DL0180
 DL0180                          STATION RECOVERY (1964)
 DL0180
 DL0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DL0180'RECOVERED IN GOOD CONDITION.
 DL0180
 DL0180                          STATION RECOVERY (1977)
 DL0180
 DL0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DL0180'MARK NOT FOUND.
 DL0180
 DL0180                          STATION RECOVERY (2005)
 DL0180
 DL0180'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (WDA)
 DL0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0701 ***********************************************************************
 FG0701  DESIGNATION -  Z 247
 FG0701  PID         -  FG0701
 FG0701  STATE/COUNTY-  AR/VAN BUREN
 FG0701  USGS QUAD   -  SCOTLAND (1965)
 FG0701
 FG0701                         *CURRENT SURVEY CONTROL
 FG0701  ___________________________________________________________________
 FG0701* NAD 83(1986)-  35 32 43.     (N)    092 36 27.     (W)     SCALED    
 FG0701* NAVD 88     -       194.794  (meters)     639.09   (feet)  ADJUSTED  
 FG0701  ___________________________________________________________________
 FG0701  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FG0701  DYNAMIC HT  -         194.614 (meters)     638.50  (feet)  COMP
 FG0701  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 FG0701
 FG0701  VERT ORDER  -  SECOND    CLASS 0
 FG0701
 FG0701.The horizontal coordinates were scaled from a topographic map and have
 FG0701.an estimated accuracy of +/- 6 seconds.
 FG0701
 FG0701.The orthometric height was determined by differential leveling
 FG0701.and adjusted by the National Geodetic Survey in June 1991..
 FG0701
 FG0701.The geoid height was determined by GEOID03.
 FG0701
 FG0701.The dynamic height is computed by dividing the NAVD 88
 FG0701.geopotential number by the normal gravity value computed on the
 FG0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0701.degrees latitude (g = 980.6199 gals.).
 FG0701
 FG0701.The modeled gravity was interpolated from observed gravity values.
 FG0701
 FG0701;                    North         East    Units  Estimated Accuracy
 FG0701;SPC AR N     -   134,630.      344,920.      MT  (+/- 180 meters Scaled)
 FG0701
 FG0701                          SUPERSEDED SURVEY CONTROL
 FG0701
 FG0701  NGVD 29 (??/??/92)  194.742  (m)          638.92   (f) ADJ UNCH    2 0
 FG0701
 FG0701.Superseded values are not recommended for survey control.
 FG0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0701.See file dsdata.txt to determine how the superseded data were derived.
 FG0701
 FG0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV355335(NAD 83)
 FG0701_MARKER: DB = BENCH MARK DISK
 FG0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0701_STAMPING: Z 247 1939
 FG0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0701+STABILITY: SURFACE MOTION
 FG0701
 FG0701  HISTORY     - Date     Condition        Report By
 FG0701  HISTORY     - 1939     MONUMENTED       CGS
 FG0701
 FG0701                          STATION DESCRIPTION
 FG0701
 FG0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FG0701'1.8 MI NE FROM SCOTLAND.
 FG0701'1.8 MILES NORTHEAST ALONG THE ALREAD ROAD FROM THE JUNCTION OF STATE
 FG0701'HIGHWAY 95 AT SCOTLAND, VAN BUREN COUNTY, OPPOSITE THE CENTER OF A
 FG0701'SMALL CLEARING ON THE ANDY JONES PROPERTY, 16 FEET EAST OF THE
 FG0701'CENTERLINE OF THE ROAD, AND 8 FEET NORTH OF A BLAZED 20-INCH BLACK GUM
 FG0701'TREE.  A STANDARD DISK, STAMPED Z 247 1939 AND SET IN THE TOP OF A
 FG0701'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK0856 ***********************************************************************
 DK0856  DESIGNATION -  Z 248
 DK0856  PID         -  DK0856
 DK0856  STATE/COUNTY-  AR/DESHA
 DK0856  USGS QUAD   -  WATSON (1969)
 DK0856
 DK0856                         *CURRENT SURVEY CONTROL
 DK0856  ___________________________________________________________________
 DK0856* NAD 83(1986)-  33 55 15.     (N)    091 20 14.     (W)     SCALED    
 DK0856* NAVD 88     -        48.013  (meters)     157.52   (feet)  ADJUSTED  
 DK0856  ___________________________________________________________________
 DK0856  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK0856  DYNAMIC HT  -          47.966 (meters)     157.37  (feet)  COMP
 DK0856  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 DK0856
 DK0856  VERT ORDER  -  SECOND    CLASS 0
 DK0856
 DK0856.The horizontal coordinates were scaled from a topographic map and have
 DK0856.an estimated accuracy of +/- 6 seconds.
 DK0856
 DK0856.The orthometric height was determined by differential leveling
 DK0856.and adjusted by the National Geodetic Survey in June 1991..
 DK0856
 DK0856.The geoid height was determined by GEOID03.
 DK0856
 DK0856.The dynamic height is computed by dividing the NAVD 88
 DK0856.geopotential number by the normal gravity value computed on the
 DK0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0856.degrees latitude (g = 980.6199 gals.).
 DK0856
 DK0856.The modeled gravity was interpolated from observed gravity values.
 DK0856
 DK0856;                    North         East    Units  Estimated Accuracy
 DK0856;SPC AR S     -   539,300.      461,280.      MT  (+/- 180 meters Scaled)
 DK0856
 DK0856                          SUPERSEDED SURVEY CONTROL
 DK0856
 DK0856  NGVD 29 (??/??/??)   48.137  (m)          157.93   (f) ADJUSTED    2 0
 DK0856
 DK0856.Superseded values are not recommended for survey control.
 DK0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0856.See file dsdata.txt to determine how the superseded data were derived.
 DK0856
 DK0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT537546(NAD 83)
 DK0856_MARKER: DB = BENCH MARK DISK
 DK0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0856_STAMPING: Z 248 1940
 DK0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0856+STABILITY: SURFACE MOTION
 DK0856
 DK0856  HISTORY     - Date     Condition        Report By
 DK0856  HISTORY     - 1940     MONUMENTED       CGS
 DK0856  HISTORY     - 1955     MARK NOT FOUND   CGS
 DK0856
 DK0856                          STATION DESCRIPTION
 DK0856
 DK0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DK0856'5.7 MI NW FROM WATSON.
 DK0856'TO REACH FROM WATSON PROCEED NORTHWESTWARD ALONG STATE HIGHWAY NO. 1,
 DK0856'GO 5.7 MI.  BENCH MARK IS 0.2 MI. TOWARD DUMAS (NORTHWEST) FROM KINGS
 DK0856'STORE, 27 YARDS ACROSS HIGHWAY (NORTH) FROM A TEN INCH RED OAK TREE IN
 DK0856'THE FENCE LINE, 30 FEET NORTHEAST FROM THE CENTER LINE OF THE HIGHWAY,
 DK0856'3 FEET TOWARD WATSON (SOUTHEAST) FROM FENCE CORNER, 1.6 FEET TOWARD
 DK0856'HIGHWAY (SOUTHWEST) FROM PROPERTY LINE FENCE.  A 4X4 INCH CYPRESS POST
 DK0856'PAINTED WHITE PROJECTING 18 INCHES IS 5 FEET SOUTHEAST OF THE BENCH
 DK0856'MARK.
 DK0856
 DK0856                          STATION RECOVERY (1955)
 DK0856
 DK0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DK0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1586 ***********************************************************************
 EH1586  DESIGNATION -  Z 249
 EH1586  PID         -  EH1586
 EH1586  STATE/COUNTY-  AR/LINCOLN
 EH1586  USGS QUAD   -  CORNERSTONE (1975)
 EH1586
 EH1586                         *CURRENT SURVEY CONTROL
 EH1586  ___________________________________________________________________
 EH1586* NAD 83(1986)-  34 08 39.     (N)    091 41 35.     (W)     SCALED    
 EH1586* NAVD 88     -        56.898  (meters)     186.67   (feet)  ADJUSTED  
 EH1586  ___________________________________________________________________
 EH1586  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EH1586  DYNAMIC HT  -          56.842 (meters)     186.49  (feet)  COMP
 EH1586  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 EH1586
 EH1586  VERT ORDER  -  SECOND    CLASS 0
 EH1586
 EH1586.The horizontal coordinates were scaled from a topographic map and have
 EH1586.an estimated accuracy of +/- 6 seconds.
 EH1586
 EH1586.The orthometric height was determined by differential leveling
 EH1586.and adjusted by the National Geodetic Survey in June 1991..
 EH1586
 EH1586.The geoid height was determined by GEOID03.
 EH1586
 EH1586.The dynamic height is computed by dividing the NAVD 88
 EH1586.geopotential number by the normal gravity value computed on the
 EH1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1586.degrees latitude (g = 980.6199 gals.).
 EH1586
 EH1586.The modeled gravity was interpolated from observed gravity values.
 EH1586
 EH1586;                    North         East    Units  Estimated Accuracy
 EH1586;SPC AR S     -   563,920.      428,310.      MT  (+/- 180 meters Scaled)
 EH1586
 EH1586                          SUPERSEDED SURVEY CONTROL
 EH1586
 EH1586  NGVD 29 (??/??/??)   56.973  (m)          186.92   (f) ADJUSTED    2 0
 EH1586
 EH1586.Superseded values are not recommended for survey control.
 EH1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1586.See file dsdata.txt to determine how the superseded data were derived.
 EH1586
 EH1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT204789(NAD 83)
 EH1586_MARKER: DB = BENCH MARK DISK
 EH1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1586_STAMPING: Z 249 1940
 EH1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1586+STABILITY: SURFACE MOTION
 EH1586
 EH1586  HISTORY     - Date     Condition        Report By
 EH1586  HISTORY     - 1940     MONUMENTED       CGS
 EH1586
 EH1586                          STATION DESCRIPTION
 EH1586
 EH1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EH1586'5.6 MI N FROM GRADY.
 EH1586'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT GRADY, PROCEED
 EH1586'NORTHWARD ALONG GRAVELED ROAD TOWARDS LEVEE, GO 5.1 MILES.  TURN LEFT
 EH1586'(WEST) ON DIRT ROAD AT END OF GRAVELED ROAD, GO 0.4 MILE TO OLD ROAD
 EH1586'UP SIDE OF LEVEE.  BENCH MARK IS AT POINT WHERE OLD ROAD GOES THROUGH
 EH1586'FENCE AND UP SIDE OF LEVEE.  ON THE ROAD SIDE OF THE LEVEE BANK.  65
 EH1586'YARDS SOUTH FROM CURVE IN DIRT ROAD.  27 FEET SOUTH OF SMALL WOODEN
 EH1586'BRIDGE.  17 FEET TOWARDS LEVEE (WEST) FROM CENTER LINE OF DIRT ROAD.
 EH1586'18 FEET TOWARDS CURVE IN DIRT ROAD (NORTH) FROM CENTER LINE OF OLD
 EH1586'ROAD UP SIDE OF LEVEE.  1 FOOT TOWARDS LEVEE (WEST) FROM FENCE.  A 4 X
 EH1586'4 INCH CYPRESS POST PAINTED WHITE PROJECTING 18 INCHES IS 3.5 FEET AT
 EH1586'250 DEG MAGNETIC FROM THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0281 ***********************************************************************
 GE0281  DESIGNATION -  Z 25
 GE0281  PID         -  GE0281
 GE0281  STATE/COUNTY-  AR/RANDOLPH
 GE0281  USGS QUAD   -  POCAHONTAS (1981)
 GE0281
 GE0281                         *CURRENT SURVEY CONTROL
 GE0281  ___________________________________________________________________
 GE0281* NAD 83(1986)-  36 17 01.     (N)    090 56 12.     (W)     SCALED    
 GE0281* NAVD 88     -        82.697  (meters)     271.32   (feet)  ADJUSTED  
 GE0281  ___________________________________________________________________
 GE0281  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GE0281  DYNAMIC HT  -          82.630 (meters)     271.10  (feet)  COMP
 GE0281  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 GE0281
 GE0281  VERT ORDER  -  FIRST     CLASS II
 GE0281
 GE0281.The horizontal coordinates were scaled from a topographic map and have
 GE0281.an estimated accuracy of +/- 6 seconds.
 GE0281
 GE0281.The orthometric height was determined by differential leveling
 GE0281.and adjusted by the National Geodetic Survey in June 1991..
 GE0281
 GE0281.The geoid height was determined by GEOID03.
 GE0281
 GE0281.The dynamic height is computed by dividing the NAVD 88
 GE0281.geopotential number by the normal gravity value computed on the
 GE0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0281.degrees latitude (g = 980.6199 gals.).
 GE0281
 GE0281.The modeled gravity was interpolated from observed gravity values.
 GE0281
 GE0281;                    North         East    Units  Estimated Accuracy
 GE0281;SPC AR N     -   216,890.      495,530.      MT  (+/- 180 meters Scaled)
 GE0281
 GE0281                          SUPERSEDED SURVEY CONTROL
 GE0281
 GE0281  NGVD 29 (??/??/92)   82.635  (m)          271.11   (f) ADJ UNCH    1 2
 GE0281
 GE0281.Superseded values are not recommended for survey control.
 GE0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0281.See file dsdata.txt to determine how the superseded data were derived.
 GE0281
 GE0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA853173(NAD 83)
 GE0281_MARKER: DB = BENCH MARK DISK
 GE0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0281_SP_SET: BRIDGE
 GE0281_STAMPING: 271.118 Z 25 1932
 GE0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0281
 GE0281  HISTORY     - Date     Condition        Report By
 GE0281  HISTORY     - 1932     MONUMENTED       CGS
 GE0281  HISTORY     - 1934     GOOD             NGS
 GE0281  HISTORY     - 1966     MARK NOT FOUND   USGS
 GE0281
 GE0281                          STATION DESCRIPTION
 GE0281
 GE0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0281'2.4 MI NE FROM POCAHONTAS.
 GE0281'2.4 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0281'FROM POCAHONTAS, RANDOLPH COUNTY, AT THE CROSSING OF U.S. HIGHWAY
 GE0281'67, 70 FEET WEST OF THE TRACK, AND IN THE EAST END OF THE SOUTH
 GE0281'SIDE OF A CONCRETE BRIDGE.  A STANDARD DISK, STAMPED 271.118 Z 25
 GE0281'1932.  NOTE-- HIGHWAY HAS BEEN IMPROVED AND A NEW BRIDGE
 GE0281'CONSTRUCTED AT SITE.
 GE0281
 GE0281                          STATION RECOVERY (1966)
 GE0281
 GE0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GE0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0161 ***********************************************************************
 EJ0161  DESIGNATION -  Z 250
 EJ0161  PID         -  EJ0161
 EJ0161  STATE/COUNTY-  AR/PULASKI
 EJ0161  USGS QUAD   -  SWEET HOME (1986)
 EJ0161
 EJ0161                         *CURRENT SURVEY CONTROL
 EJ0161  ___________________________________________________________________
 EJ0161* NAD 83(1986)-  34 39 45.     (N)    092 12 49.     (W)     SCALED    
 EJ0161* NAVD 88     -        72.783  (meters)     238.79   (feet)  ADJUSTED  
 EJ0161  ___________________________________________________________________
 EJ0161  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EJ0161  DYNAMIC HT  -          72.714 (meters)     238.56  (feet)  COMP
 EJ0161  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 EJ0161
 EJ0161  VERT ORDER  -  SECOND    CLASS 0
 EJ0161
 EJ0161.The horizontal coordinates were scaled from a topographic map and have
 EJ0161.an estimated accuracy of +/- 6 seconds.
 EJ0161
 EJ0161.The orthometric height was determined by differential leveling
 EJ0161.and adjusted by the National Geodetic Survey in June 1991..
 EJ0161
 EJ0161.The geoid height was determined by GEOID03.
 EJ0161
 EJ0161.The dynamic height is computed by dividing the NAVD 88
 EJ0161.geopotential number by the normal gravity value computed on the
 EJ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0161.degrees latitude (g = 980.6199 gals.).
 EJ0161
 EJ0161.The modeled gravity was interpolated from observed gravity values.
 EJ0161
 EJ0161;                    North         East    Units  Estimated Accuracy
 EJ0161;SPC AR S     -   621,390.      380,420.      MT  (+/- 180 meters Scaled)
 EJ0161
 EJ0161                          SUPERSEDED SURVEY CONTROL
 EJ0161
 EJ0161  NGVD 29 (??/??/92)   72.837  (m)          238.97   (f) ADJ UNCH    2 0
 EJ0161
 EJ0161.Superseded values are not recommended for survey control.
 EJ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0161.See file dsdata.txt to determine how the superseded data were derived.
 EJ0161
 EJ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU720358(NAD 83)
 EJ0161_MARKER: DB = BENCH MARK DISK
 EJ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0161_STAMPING: Z 250 1940
 EJ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0161+STABILITY: SURFACE MOTION
 EJ0161
 EJ0161  HISTORY     - Date     Condition        Report By
 EJ0161  HISTORY     - 1940     MONUMENTED       CGS
 EJ0161  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0161  HISTORY     - 198505   MARK NOT FOUND   USGS
 EJ0161
 EJ0161                          STATION DESCRIPTION
 EJ0161
 EJ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0161'2.8 MI SE FROM SWEET HOME.
 EJ0161'FROM RAILROAD STATION AT SWEET HOME, PROCEED ALONG GRAVELED ROAD
 EJ0161'TOWARDS HARPERS HEADQUARTERS, TO 2.8 MILES.  BENCH MARK IS STANDARD
 EJ0161'DISK IN PRECAST CONCRETE POST PROJECTING 5 INCHES.  SET INSIDE FENCE
 EJ0161'CORNER.  ON OUTSIDE OF CURVE IN ROAD.  15 FEET EAST OF CENTER LINE OF
 EJ0161'ROAD.  1.5 FEET NORTHEAST OF CORNER POST.  A 4 X 4 INCH CYPRESS POST
 EJ0161'PAINTED WHITE PROJECTING 18 INCHES IS 4.5 FEET AT 350 DEG MAGNETIC
 EJ0161'FROM BENCH MARK.
 EJ0161
 EJ0161                          STATION RECOVERY (1984)
 EJ0161
 EJ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0161'MARK NOT FOUND.
 EJ0161
 EJ0161                          STATION RECOVERY (1985)
 EJ0161
 EJ0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0600 ***********************************************************************
 EJ0600  DESIGNATION -  Z 251
 EJ0600  PID         -  EJ0600
 EJ0600  STATE/COUNTY-  AR/JEFFERSON
 EJ0600  USGS QUAD   -  WRIGHT (1975)
 EJ0600
 EJ0600                         *CURRENT SURVEY CONTROL
 EJ0600  ___________________________________________________________________
 EJ0600* NAD 83(1986)-  34 24 54.     (N)    092 05 00.     (W)     SCALED    
 EJ0600* NAVD 88     -        68.066  (meters)     223.31   (feet)  ADJUSTED  
 EJ0600  ___________________________________________________________________
 EJ0600  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 EJ0600  DYNAMIC HT  -          68.001 (meters)     223.10  (feet)  COMP
 EJ0600  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 EJ0600
 EJ0600  VERT ORDER  -  SECOND    CLASS 0
 EJ0600
 EJ0600.The horizontal coordinates were scaled from a topographic map and have
 EJ0600.an estimated accuracy of +/- 6 seconds.
 EJ0600
 EJ0600.The orthometric height was determined by differential leveling
 EJ0600.and adjusted by the National Geodetic Survey in June 1991..
 EJ0600
 EJ0600.The geoid height was determined by GEOID03.
 EJ0600
 EJ0600.The dynamic height is computed by dividing the NAVD 88
 EJ0600.geopotential number by the normal gravity value computed on the
 EJ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0600.degrees latitude (g = 980.6199 gals.).
 EJ0600
 EJ0600.The modeled gravity was interpolated from observed gravity values.
 EJ0600
 EJ0600;                    North         East    Units  Estimated Accuracy
 EJ0600;SPC AR S     -   593,920.      392,340.      MT  (+/- 180 meters Scaled)
 EJ0600
 EJ0600                          SUPERSEDED SURVEY CONTROL
 EJ0600
 EJ0600  NGVD 29 (??/??/92)   68.098  (m)          223.42   (f) ADJ UNCH    2 0
 EJ0600
 EJ0600.Superseded values are not recommended for survey control.
 EJ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0600.See file dsdata.txt to determine how the superseded data were derived.
 EJ0600
 EJ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU842085(NAD 83)
 EJ0600_MARKER: DB = BENCH MARK DISK
 EJ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0600_STAMPING: Z 251 1940
 EJ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0600+STABILITY: SURFACE MOTION
 EJ0600
 EJ0600  HISTORY     - Date     Condition        Report By
 EJ0600  HISTORY     - 1940     MONUMENTED       CGS
 EJ0600  HISTORY     - 20030626 MARK NOT FOUND   USACE
 EJ0600
 EJ0600                          STATION DESCRIPTION
 EJ0600
 EJ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0600'1.0 MI S FROM WRIGHT.
 EJ0600'1.0 MILE SOUTH ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 EJ0600'WRIGHT, JEFFERSON COUNTY, 0.7 MILE WEST ALONG A GRAVEL ROAD LEADING TO
 EJ0600'THE LEVEE, 0.3 MILE NORTH ALONG A DIRT ROAD, AT THE TOE OF THE LEVEE,
 EJ0600'AT A CURVE IN THE ROAD, 32 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT
 EJ0600'ROAD LEADING UP A RAMP AND CROSSING THE LEVEE, 11 FEET WEST OF A WIRE
 EJ0600'FENCE, AND 5 FEET SOUTH OF A 4 BY 4-INCH WHITE POST PROJECTING 18
 EJ0600'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED Z 251 1940 AND SET IN
 EJ0600'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 EJ0600
 EJ0600                          STATION RECOVERY (2003)
 EJ0600
 EJ0600'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EJ0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0195 ***********************************************************************
 EJ0195  DESIGNATION -  Z 252
 EJ0195  PID         -  EJ0195
 EJ0195  STATE/COUNTY-  AR/PULASKI
 EJ0195  USGS QUAD   -  SWEET HOME (1986)
 EJ0195
 EJ0195                         *CURRENT SURVEY CONTROL
 EJ0195  ___________________________________________________________________
 EJ0195* NAD 83(1986)-  34 41 41.     (N)    092 07 50.     (W)     SCALED    
 EJ0195* NAVD 88     -        75.987  (meters)     249.30   (feet)  ADJUSTED  
 EJ0195  ___________________________________________________________________
 EJ0195  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EJ0195  DYNAMIC HT  -          75.917 (meters)     249.07  (feet)  COMP
 EJ0195  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 EJ0195
 EJ0195  VERT ORDER  -  SECOND    CLASS 0
 EJ0195
 EJ0195.The horizontal coordinates were scaled from a topographic map and have
 EJ0195.an estimated accuracy of +/- 6 seconds.
 EJ0195
 EJ0195.The orthometric height was determined by differential leveling
 EJ0195.and adjusted by the National Geodetic Survey in June 1991..
 EJ0195
 EJ0195.The geoid height was determined by GEOID03.
 EJ0195
 EJ0195.The dynamic height is computed by dividing the NAVD 88
 EJ0195.geopotential number by the normal gravity value computed on the
 EJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0195.degrees latitude (g = 980.6199 gals.).
 EJ0195
 EJ0195.The modeled gravity was interpolated from observed gravity values.
 EJ0195
 EJ0195;                    North         East    Units  Estimated Accuracy
 EJ0195;SPC AR S     -   624,950.      388,040.      MT  (+/- 180 meters Scaled)
 EJ0195
 EJ0195                          SUPERSEDED SURVEY CONTROL
 EJ0195
 EJ0195  NGVD 29 (??/??/92)   76.028  (m)          249.44   (f) ADJ UNCH    2 0
 EJ0195
 EJ0195.Superseded values are not recommended for survey control.
 EJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0195.See file dsdata.txt to determine how the superseded data were derived.
 EJ0195
 EJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU796395(NAD 83)
 EJ0195_MARKER: DB = BENCH MARK DISK
 EJ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0195_STAMPING: Z 252 1940
 EJ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0195+STABILITY: SURFACE MOTION
 EJ0195
 EJ0195  HISTORY     - Date     Condition        Report By
 EJ0195  HISTORY     - 1940     MONUMENTED       CGS
 EJ0195  HISTORY     - 198505   MARK NOT FOUND   USGS
 EJ0195
 EJ0195                          STATION DESCRIPTION
 EJ0195
 EJ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EJ0195'6.1 MI E FROM ROSE CITY.
 EJ0195'6.1 MILES EAST ALONG STATE HIGHWAY 30 FROM THE JUNCTION WITH U.S.
 EJ0195'HIGHWAY 70 AT ROSE CITY, PULASKI COUNTY, 0.2 MILE SOUTH ALONG A DIRT
 EJ0195'ROAD LEADING ACROSS THE LEVEE AND THE ST. LOUIS SOUTHWESTERN RAILWAY,
 EJ0195'2.1 MILES WEST ALONG A FARM ROAD PARALLELING THE LEVEE, 2.0 MILES EAST
 EJ0195'OF A POINT WHERE THE LEVEE TURNS SOUTH FROM THE RAILROAD, 0.5 MILE
 EJ0195'NORTH OF THE W. D. OLIVER RESIDENCE, 234 FEET NORTH OF A CURVE IN THE
 EJ0195'LEVEE, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 43
 EJ0195'FEET EAST OF THE CENTERLINE OF THE LEVEE, AND 2.4 FEET SOUTH OF A 4 BY
 EJ0195'4-INCH WHITE POST PROJECTING 18 INCHES ABOVE GROUND. A STANDARD DISK,
 EJ0195'STAMPED Z 252 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 EJ0195'INCHES ABOVE GROUND.
 EJ0195
 EJ0195                          STATION RECOVERY (1985)
 EJ0195
 EJ0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RPS)
 EJ0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1107 ***********************************************************************
 FG1107  DESIGNATION -  Z 253
 FG1107  PID         -  FG1107
 FG1107  STATE/COUNTY-  AR/LOGAN
 FG1107  USGS QUAD   -  NEW BLAINE (1993)
 FG1107
 FG1107                         *CURRENT SURVEY CONTROL
 FG1107  ___________________________________________________________________
 FG1107* NAD 83(1986)-  35 18 34.     (N)    093 25 51.     (W)     SCALED    
 FG1107* NAVD 88     -       106.132  (meters)     348.20   (feet)  ADJUSTED  
 FG1107  ___________________________________________________________________
 FG1107  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FG1107  DYNAMIC HT  -         106.032 (meters)     347.87  (feet)  COMP
 FG1107  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 FG1107
 FG1107  VERT ORDER  -  SECOND    CLASS 0
 FG1107
 FG1107.The horizontal coordinates were scaled from a topographic map and have
 FG1107.an estimated accuracy of +/- 6 seconds.
 FG1107
 FG1107.The orthometric height was determined by differential leveling
 FG1107.and adjusted by the National Geodetic Survey in June 1991..
 FG1107
 FG1107.The geoid height was determined by GEOID03.
 FG1107
 FG1107.The dynamic height is computed by dividing the NAVD 88
 FG1107.geopotential number by the normal gravity value computed on the
 FG1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1107.degrees latitude (g = 980.6199 gals.).
 FG1107
 FG1107.The modeled gravity was interpolated from observed gravity values.
 FG1107
 FG1107;                    North         East    Units  Estimated Accuracy
 FG1107;SPC AR N     -   109,240.      269,890.      MT  (+/- 180 meters Scaled)
 FG1107
 FG1107                          SUPERSEDED SURVEY CONTROL
 FG1107
 FG1107  NGVD 29 (??/??/92)  106.107  (m)          348.12   (f) ADJ UNCH    2 0
 FG1107
 FG1107.Superseded values are not recommended for survey control.
 FG1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1107.See file dsdata.txt to determine how the superseded data were derived.
 FG1107
 FG1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV608074(NAD 83)
 FG1107_MARKER: DB = BENCH MARK DISK
 FG1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1107_STAMPING: Z 253 1940
 FG1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1107+STABILITY: SURFACE MOTION
 FG1107
 FG1107  HISTORY     - Date     Condition        Report By
 FG1107  HISTORY     - 1940     MONUMENTED       CGS
 FG1107  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1107  HISTORY     - 1960     MARK NOT FOUND   USGS
 FG1107
 FG1107                          STATION DESCRIPTION
 FG1107
 FG1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1107'2.0 MI N FROM NEW BLAINE.
 FG1107'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT NEW BLAINE,
 FG1107'ON THE WEST SLOPE OF A HILL, ABOUT 200 YARDS EAST OF THE EAST END OF A
 FG1107'STEEL-RAILED BRIDGE OVER SHOAL CREEK (BRIDGE IS CONDEMNED), 105 FEET
 FG1107'EAST OF THE CROSSING OF AN OLD ABANDONED RAILROAD BED, 45 FEET NORTH
 FG1107'OF THE CENTERLINE OF THE ROAD, 1.6 FEET SOUTH OF A FENCE LINE, AND 3.5
 FG1107'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 FG1107
 FG1107                          STATION RECOVERY (1960)
 FG1107
 FG1107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FG1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1228 ***********************************************************************
 FG1228  DESIGNATION -  Z 254
 FG1228  PID         -  FG1228
 FG1228  STATE/COUNTY-  AR/LOGAN
 FG1228  USGS QUAD   -  PARIS (1993)
 FG1228
 FG1228                         *CURRENT SURVEY CONTROL
 FG1228  ___________________________________________________________________
 FG1228* NAD 83(1986)-  35 21 51.     (N)    093 41 04.     (W)     SCALED    
 FG1228* NAVD 88     -       108.937  (meters)     357.40   (feet)  ADJUSTED  
 FG1228  ___________________________________________________________________
 FG1228  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FG1228  DYNAMIC HT  -         108.835 (meters)     357.07  (feet)  COMP
 FG1228  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FG1228
 FG1228  VERT ORDER  -  SECOND    CLASS 0
 FG1228
 FG1228.The horizontal coordinates were scaled from a topographic map and have
 FG1228.an estimated accuracy of +/- 6 seconds.
 FG1228
 FG1228.The orthometric height was determined by differential leveling
 FG1228.and adjusted by the National Geodetic Survey in June 1991..
 FG1228
 FG1228.The geoid height was determined by GEOID03.
 FG1228
 FG1228.The dynamic height is computed by dividing the NAVD 88
 FG1228.geopotential number by the normal gravity value computed on the
 FG1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1228.degrees latitude (g = 980.6199 gals.).
 FG1228
 FG1228.The modeled gravity was interpolated from observed gravity values.
 FG1228
 FG1228;                    North         East    Units  Estimated Accuracy
 FG1228;SPC AR N     -   115,670.      246,930.      MT  (+/- 180 meters Scaled)
 FG1228
 FG1228                          SUPERSEDED SURVEY CONTROL
 FG1228
 FG1228  NGVD 29 (??/??/92)  108.894  (m)          357.26   (f) ADJ UNCH    2 0
 FG1228
 FG1228.Superseded values are not recommended for survey control.
 FG1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1228.See file dsdata.txt to determine how the superseded data were derived.
 FG1228
 FG1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV378136(NAD 83)
 FG1228_MARKER: DB = BENCH MARK DISK
 FG1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1228_STAMPING: Z 254 1940
 FG1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1228+STABILITY: SURFACE MOTION
 FG1228
 FG1228  HISTORY     - Date     Condition        Report By
 FG1228  HISTORY     - 1940     MONUMENTED       CGS
 FG1228  HISTORY     - 1959     GOOD             NGS
 FG1228
 FG1228                          STATION DESCRIPTION
 FG1228
 FG1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1228'0.9 MI SE FROM KALAMAZOO.
 FG1228'THIS MARK WAS RECOVERED NEAR THE NORTHEAST POINT OF A TRIANGLE OF
 FG1228'GROUND FORMED BY ROAD INTERSECTIONS.  THE UNPAINTED HOUSE, MENTIONED
 FG1228'IN THE ORIGINAL DESCRIPTION, HAS BEEN TORN DOWN.  0.9 MILE SOUTHEAST
 FG1228'ALONG A GRAVEL ROAD FROM KALAMAZOO, ON THE SOUTH SIDE OF A SMALL SANDY
 FG1228'HILL, AT THE INTERSECTION OF A DIRT ROAD, 68 FEET SOUTHWEST OF THE
 FG1228'CENTER OF THE INTERSECTION, 60 FEET NORTHEAST OF A SMALL UNPAINTED
 FG1228'FRAME HOUSE ON TOP OF THE SANDY HILL, 42 FEET SOUTH OF THE CENTERLINE
 FG1228'OF THE GRAVEL ROAD, 32 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD,
 FG1228'AND 4 FEET WEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1262 ***********************************************************************
 FG1262  DESIGNATION -  Z 255
 FG1262  PID         -  FG1262
 FG1262  STATE/COUNTY-  AR/FRANKLIN
 FG1262  USGS QUAD   -  CECIL (1993)
 FG1262
 FG1262                         *CURRENT SURVEY CONTROL
 FG1262  ___________________________________________________________________
 FG1262* NAD 83(1986)-  35 26 36.     (N)    093 59 25.     (W)     SCALED    
 FG1262* NAVD 88     -       200.531  (meters)     657.91   (feet)  ADJUSTED  
 FG1262  ___________________________________________________________________
 FG1262  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FG1262  DYNAMIC HT  -         200.343 (meters)     657.29  (feet)  COMP
 FG1262  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FG1262
 FG1262  VERT ORDER  -  SECOND    CLASS 0
 FG1262
 FG1262.The horizontal coordinates were scaled from a topographic map and have
 FG1262.an estimated accuracy of +/- 6 seconds.
 FG1262
 FG1262.The orthometric height was determined by differential leveling
 FG1262.and adjusted by the National Geodetic Survey in June 1991..
 FG1262
 FG1262.The geoid height was determined by GEOID03.
 FG1262
 FG1262.The dynamic height is computed by dividing the NAVD 88
 FG1262.geopotential number by the normal gravity value computed on the
 FG1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1262.degrees latitude (g = 980.6199 gals.).
 FG1262
 FG1262.The modeled gravity was interpolated from observed gravity values.
 FG1262
 FG1262;                    North         East    Units  Estimated Accuracy
 FG1262;SPC AR N     -   124,970.      219,320.      MT  (+/- 180 meters Scaled)
 FG1262
 FG1262                          SUPERSEDED SURVEY CONTROL
 FG1262
 FG1262  NGVD 29 (??/??/92)  200.459  (m)          657.67   (f) ADJ UNCH    2 0
 FG1262
 FG1262.Superseded values are not recommended for survey control.
 FG1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1262.See file dsdata.txt to determine how the superseded data were derived.
 FG1262
 FG1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV101226(NAD 83)
 FG1262_MARKER: DB = BENCH MARK DISK
 FG1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1262_STAMPING: Z 255 1940
 FG1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1262+STABILITY: SURFACE MOTION
 FG1262
 FG1262  HISTORY     - Date     Condition        Report By
 FG1262  HISTORY     - 1940     MONUMENTED       CGS
 FG1262  HISTORY     - 1959     MARK NOT FOUND   NGS
 FG1262
 FG1262                          STATION DESCRIPTION
 FG1262
 FG1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1262'2.9 MI W FROM CECIL.
 FG1262'2.9 MILES WEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT CECIL,
 FG1262'ON THE TOP OF A SMALL HILL, 100 FEET NORTHWEST ACROSS THE HIGHWAY FROM
 FG1262'THE ENTRANCE TO A WHITE FRAME HOUSE, 55 FEET EAST OF THE CENTERLINE OF
 FG1262'A LANE LEADING NORTH TO A FARMHOUSE, 33 FEET NORTH OF THE CENTERLINE
 FG1262'OF THE HIGHWAY, 34 FEET EAST OF A FENCE CORNER, 1.5 FEET SOUTH OF A
 FG1262'WIRE FENCE, AND 4 FEET WEST OF A WHITE WOODEN WITNESS POST. NOTE-- A
 FG1262'SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT FOUND.  IT WAS PROBABLY
 FG1262'DESTROYED WHEN THE SHOULDERS OF THE HIGHWAY WERE GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0201 ***********************************************************************
 FH0201  DESIGNATION -  Z 256
 FH0201  PID         -  FH0201
 FH0201  STATE/COUNTY-  AR/SEBASTIAN
 FH0201  USGS QUAD   -  BARLING (1987)
 FH0201
 FH0201                         *CURRENT SURVEY CONTROL
 FH0201  ___________________________________________________________________
 FH0201* NAD 83(1986)-  35 19 05.     (N)    094 16 15.     (W)     SCALED    
 FH0201* NAVD 88     -       122.268  (meters)     401.14   (feet)  ADJUSTED  
 FH0201  ___________________________________________________________________
 FH0201  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FH0201  DYNAMIC HT  -         122.152 (meters)     400.76  (feet)  COMP
 FH0201  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 FH0201
 FH0201  VERT ORDER  -  SECOND    CLASS 0
 FH0201
 FH0201.The horizontal coordinates were scaled from a topographic map and have
 FH0201.an estimated accuracy of +/- 6 seconds.
 FH0201
 FH0201.The orthometric height was determined by differential leveling
 FH0201.and adjusted by the National Geodetic Survey in June 1991..
 FH0201
 FH0201.The geoid height was determined by GEOID03.
 FH0201
 FH0201.The dynamic height is computed by dividing the NAVD 88
 FH0201.geopotential number by the normal gravity value computed on the
 FH0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0201.degrees latitude (g = 980.6199 gals.).
 FH0201
 FH0201.The modeled gravity was interpolated from observed gravity values.
 FH0201
 FH0201;                    North         East    Units  Estimated Accuracy
 FH0201;SPC AR N     -   111,630.      193,530.      MT  (+/- 180 meters Scaled)
 FH0201
 FH0201                          SUPERSEDED SURVEY CONTROL
 FH0201
 FH0201  NGVD 29 (??/??/92)  122.169  (m)          400.82   (f) ADJ UNCH    2 0
 FH0201
 FH0201.Superseded values are not recommended for survey control.
 FH0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0201.See file dsdata.txt to determine how the superseded data were derived.
 FH0201
 FH0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV844090(NAD 83)
 FH0201_MARKER: DB = BENCH MARK DISK
 FH0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0201_STAMPING: Z 256 1940
 FH0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0201+STABILITY: SURFACE MOTION
 FH0201
 FH0201  HISTORY     - Date     Condition        Report By
 FH0201  HISTORY     - 1940     MONUMENTED       CGS
 FH0201  HISTORY     - 1959     GOOD             NGS
 FH0201  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0201
 FH0201                          STATION DESCRIPTION
 FH0201
 FH0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0201'1.6 MI E FROM BARLING.
 FH0201'1.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GRAMMAR
 FH0201'SCHOOL AT BARLING, 435 FEET EAST OF POLE 520/10, 120 FEET EAST
 FH0201'OF BLOCK SIGNAL 5204, 25 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FH0201'AND 3.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  NOTE-- THE
 FH0201'DIRT ROAD CROSSING HAS BEEN REMOVED
 FH0201
 FH0201                          STATION RECOVERY (1984)
 FH0201
 FH0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0201'SEARCHED FOR BUT NOT RECOVERED, THE ONLY REFERENCE POINT WE HAD TO
 FH0201'MEASURE FROM WAS THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1124 ***********************************************************************
 DL1124  DESIGNATION -  Z 258
 DL1124  PID         -  DL1124
 DL1124  STATE/COUNTY-  AR/MILLER
 DL1124  USGS QUAD   -  DODDRIDGE NE (1975)
 DL1124
 DL1124                         *CURRENT SURVEY CONTROL
 DL1124  ___________________________________________________________________
 DL1124* NAD 83(1986)-  33 10 04.     (N)    093 47 33.     (W)     SCALED    
 DL1124* NAVD 88     -        64.674  (meters)     212.18   (feet)  ADJUSTED  
 DL1124  ___________________________________________________________________
 DL1124  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DL1124  DYNAMIC HT  -          64.604 (meters)     211.96  (feet)  COMP
 DL1124  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 DL1124
 DL1124  VERT ORDER  -  FIRST     CLASS I
 DL1124
 DL1124.The horizontal coordinates were scaled from a topographic map and have
 DL1124.an estimated accuracy of +/- 6 seconds.
 DL1124
 DL1124.The orthometric height was determined by differential leveling
 DL1124.and adjusted by the National Geodetic Survey in June 1991..
 DL1124
 DL1124.The geoid height was determined by GEOID03.
 DL1124
 DL1124.The dynamic height is computed by dividing the NAVD 88
 DL1124.geopotential number by the normal gravity value computed on the
 DL1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1124.degrees latitude (g = 980.6199 gals.).
 DL1124
 DL1124.The modeled gravity was interpolated from observed gravity values.
 DL1124
 DL1124;                    North         East    Units  Estimated Accuracy
 DL1124;SPC AR S     -   457,050.      232,810.      MT  (+/- 180 meters Scaled)
 DL1124
 DL1124                          SUPERSEDED SURVEY CONTROL
 DL1124
 DL1124  NGVD 29 (??/??/??)   64.702  (m)          212.28   (f) ADJUSTED    1 1
 DL1124
 DL1124.Superseded values are not recommended for survey control.
 DL1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1124.See file dsdata.txt to determine how the superseded data were derived.
 DL1124
 DL1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS261701(NAD 83)
 DL1124_MARKER: DB = BENCH MARK DISK
 DL1124_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1124+WITH SETTING: INTO GROUND
 DL1124_SP_SET: METAL ROD WITH BASE PLATE
 DL1124_STAMPING: Z 258 1977
 DL1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1124+STABILITY: SURFACE MOTION
 DL1124
 DL1124  HISTORY     - Date     Condition        Report By
 DL1124  HISTORY     - 1977     MONUMENTED       NGS
 DL1124
 DL1124                          STATION DESCRIPTION
 DL1124
 DL1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1124'12.2 MI NE FROM DODDRIDGE.
 DL1124'4.4 MILES NORTH ALONG U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 DL1124'STATE HIGHWAY 160 AT DODDRIDGE, THENCE 3.6 MILES NORTHEAST ON
 DL1124'GRAVEL ROAD TO A ASPHALT ROAD, THENCE 3.2 MILES NORTHEAST ALONG
 DL1124'GRAVEL ROAD CROSSING THE BELOH BRIDGE OVER MCKINNEY BAYOU TO
 DL1124'WHERE ROAD CROSSES LEVEE, CONTINUE 1.0 MILE EAST ALONG GRAVEL
 DL1124'ROAD, 40 FEET NORTHEAST OF CENTER OF ROAD, AND 5 FEET SOUTHEAST
 DL1124'OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1152 ***********************************************************************
 DL1152  DESIGNATION -  Z 259
 DL1152  PID         -  DL1152
 DL1152  STATE/COUNTY-  AR/MILLER
 DL1152  USGS QUAD   -  BOYD HILL (1975)
 DL1152
 DL1152                         *CURRENT SURVEY CONTROL
 DL1152  ___________________________________________________________________
 DL1152* NAD 83(1986)-  33 22 37.     (N)    093 44 09.     (W)     SCALED    
 DL1152* NAVD 88     -        69.912  (meters)     229.37   (feet)  ADJUSTED  
 DL1152  ___________________________________________________________________
 DL1152  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DL1152  DYNAMIC HT  -          69.837 (meters)     229.12  (feet)  COMP
 DL1152  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DL1152
 DL1152  VERT ORDER  -  FIRST     CLASS I
 DL1152
 DL1152.The horizontal coordinates were scaled from a topographic map and have
 DL1152.an estimated accuracy of +/- 6 seconds.
 DL1152
 DL1152.The orthometric height was determined by differential leveling
 DL1152.and adjusted by the National Geodetic Survey in June 1991..
 DL1152
 DL1152.The geoid height was determined by GEOID03.
 DL1152
 DL1152.The dynamic height is computed by dividing the NAVD 88
 DL1152.geopotential number by the normal gravity value computed on the
 DL1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1152.degrees latitude (g = 980.6199 gals.).
 DL1152
 DL1152.The modeled gravity was interpolated from observed gravity values.
 DL1152
 DL1152;                    North         East    Units  Estimated Accuracy
 DL1152;SPC AR S     -   480,150.      238,480.      MT  (+/- 180 meters Scaled)
 DL1152
 DL1152                          SUPERSEDED SURVEY CONTROL
 DL1152
 DL1152  NGVD 29 (??/??/??)   69.942  (m)          229.47   (f) ADJUSTED    1 1
 DL1152
 DL1152.Superseded values are not recommended for survey control.
 DL1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1152.See file dsdata.txt to determine how the superseded data were derived.
 DL1152
 DL1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS315933(NAD 83)
 DL1152_MARKER: DB = BENCH MARK DISK
 DL1152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1152_SP_SET: HEADWALL
 DL1152_STAMPING: Z 259 1977
 DL1152_MARK LOGO: NGS   
 DL1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1152+STABILITY: SURFACE MOTION
 DL1152
 DL1152  HISTORY     - Date     Condition        Report By
 DL1152  HISTORY     - 1977     MONUMENTED       NGS
 DL1152  HISTORY     - 1985     GOOD             NGS
 DL1152
 DL1152                          STATION DESCRIPTION
 DL1152
 DL1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1152'2.1 MI NW FROM GARLAND.
 DL1152'2.1 MILES NORTHWEST ALONG US HIGHWAY 82 FROM THE JUNCTION OF STATE
 DL1152'HIGHWAY 134 AT GARLAND, SET IN THE CENTER OF THE SOUTHWEST HEAD-
 DL1152'WALL OF A BOX CULVERT, AT A CURVE IN HIGHWAY, AND 27 FEET SOUTHWEST
 DL1152'OF THE CENTER LINE OF HIGHWAY.
 DL1152
 DL1152                          STATION RECOVERY (1985)
 DL1152
 DL1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0077 ***********************************************************************
 GG0077  DESIGNATION -  Z 26
 GG0077  PID         -  GG0077
 GG0077  STATE/COUNTY-  AR/WASHINGTON
 GG0077  USGS QUAD   -  SPRINGDALE (1994)
 GG0077
 GG0077                         *CURRENT SURVEY CONTROL
 GG0077  ___________________________________________________________________
 GG0077* NAD 83(1986)-  36 08 45.     (N)    094 09 20.     (W)     SCALED    
 GG0077* NAVD 88     -       378.780  (meters)    1242.71   (feet)  ADJUSTED  
 GG0077  ___________________________________________________________________
 GG0077  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GG0077  DYNAMIC HT  -         378.442 (meters)    1241.61  (feet)  COMP
 GG0077  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 GG0077
 GG0077  VERT ORDER  -  FIRST     CLASS II
 GG0077
 GG0077.The horizontal coordinates were scaled from a topographic map and have
 GG0077.an estimated accuracy of +/- 6 seconds.
 GG0077
 GG0077.The orthometric height was determined by differential leveling
 GG0077.and adjusted by the National Geodetic Survey in June 1991..
 GG0077.WARNING-Repeat measurements at this control monument indicate possible
 GG0077.vertical movement.
 GG0077
 GG0077.The geoid height was determined by GEOID03.
 GG0077
 GG0077.The dynamic height is computed by dividing the NAVD 88
 GG0077.geopotential number by the normal gravity value computed on the
 GG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0077.degrees latitude (g = 980.6199 gals.).
 GG0077
 GG0077.The modeled gravity was interpolated from observed gravity values.
 GG0077
 GG0077;                    North         East    Units  Estimated Accuracy
 GG0077;SPC AR N     -   203,210.      206,020.      MT  (+/- 180 meters Scaled)
 GG0077
 GG0077                          SUPERSEDED SURVEY CONTROL
 GG0077
 GG0077  NGVD 29 (??/??/92)  378.626  (m)         1242.21   (f) ADJ UNCH    1 2
 GG0077
 GG0077.Superseded values are not recommended for survey control.
 GG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0077.See file dsdata.txt to determine how the superseded data were derived.
 GG0077
 GG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA960007(NAD 83)
 GG0077_MARKER: DB = BENCH MARK DISK
 GG0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0077_SP_SET: CONCRETE POST
 GG0077_STAMPING: Z 26 1932 1242.209
 GG0077_MARK LOGO: CGS   
 GG0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0077+STABILITY: SURFACE MOTION
 GG0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0077+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1989
 GG0077
 GG0077  HISTORY     - Date     Condition        Report By
 GG0077  HISTORY     - 1932     MONUMENTED       CGS
 GG0077  HISTORY     - 1960     GOOD             NGS
 GG0077  HISTORY     - 1988     GOOD             USPSQD
 GG0077  HISTORY     - 1988     GOOD             USPSQD
 GG0077  HISTORY     - 19891114 GOOD             NGS
 GG0077  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 GG0077  HISTORY     - 20050226 MARK NOT FOUND   AANDKS
 GG0077
 GG0077                          STATION DESCRIPTION
 GG0077
 GG0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GG0077'3.4 MI S FROM SPRINGDALE.
 GG0077'3.4 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0077'SPRINGDALE, WASHINGTON COUNTY, 1.2 MILES NORTH OF JOHNSONS,
 GG0077'17-3/4 POLES SOUTH OF MILEPOST 340, AT A ROAD CROSSING, 30 FEET
 GG0077'WEST OF THE TRACK, AND 40 FEET NORTH OF THE ROAD.  A STANDARD DISK,
 GG0077'STAMPED 1242.209 Z 26 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GG0077
 GG0077                          STATION RECOVERY (1988)
 GG0077
 GG0077'RECOVERY NOTE BY US POWER SQUADRON 1988 (DG)
 GG0077'RECOVERED IN GOOD CONDITION.
 GG0077
 GG0077                          STATION RECOVERY (1988)
 GG0077
 GG0077'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 GG0077'RECOVERED IN GOOD CONDITION.
 GG0077
 GG0077                          STATION RECOVERY (1989)
 GG0077
 GG0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0077'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.9 KM
 GG0077'(1.20 MI) NORTHERLY ALONG THE ARKANSAS AND MISSOURI RAILROAD FROM THE
 GG0077'POST OFFICE IN JOHNSON, 14.3 M (46.9 FT) NORTH OF THE CENTERLINE OF
 GG0077'SHADY GROVE ROAD, 9.7 M (31.8 FT) WEST OF THE NEAR RAIL, 7.3 M (24.0
 GG0077'FT) EAST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 GG0077'AND IN A CONCRETE MONUMENT THAT IS 0.1 M (0.3 FT) BELOW THE GROUND
 GG0077'SURFACE.
 GG0077
 GG0077                          STATION RECOVERY (1998)
 GG0077
 GG0077'RECOVERY NOTE BY US POWER SQUADRON 1998
 GG0077'MARK NOT FOUND.
 GG0077
 GG0077                          STATION RECOVERY (2005)
 GG0077
 GG0077'RECOVERY NOTE BY A AND K SURVEYING 2005 (KLD)
 GG0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1153 ***********************************************************************
 DL1153  DESIGNATION -  Z 260
 DL1153  PID         -  DL1153
 DL1153  STATE/COUNTY-  AR/MILLER
 DL1153  USGS QUAD   -  BOYD HILL (1975)
 DL1153
 DL1153                         *CURRENT SURVEY CONTROL
 DL1153  ___________________________________________________________________
 DL1153* NAD 83(1986)-  33 23 25.     (N)    093 44 13.     (W)     SCALED    
 DL1153* NAVD 88     -        70.374  (meters)     230.89   (feet)  ADJUSTED  
 DL1153  ___________________________________________________________________
 DL1153  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DL1153  DYNAMIC HT  -          70.298 (meters)     230.64  (feet)  COMP
 DL1153  MODELED GRAV-     979,569.6   (mgal)                       NAVD 88
 DL1153
 DL1153  VERT ORDER  -  FIRST     CLASS I
 DL1153
 DL1153.The horizontal coordinates were scaled from a topographic map and have
 DL1153.an estimated accuracy of +/- 6 seconds.
 DL1153
 DL1153.The orthometric height was determined by differential leveling
 DL1153.and adjusted by the National Geodetic Survey in June 1991..
 DL1153
 DL1153.The geoid height was determined by GEOID03.
 DL1153
 DL1153.The dynamic height is computed by dividing the NAVD 88
 DL1153.geopotential number by the normal gravity value computed on the
 DL1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1153.degrees latitude (g = 980.6199 gals.).
 DL1153
 DL1153.The modeled gravity was interpolated from observed gravity values.
 DL1153
 DL1153;                    North         East    Units  Estimated Accuracy
 DL1153;SPC AR S     -   481,630.      238,410.      MT  (+/- 180 meters Scaled)
 DL1153
 DL1153                          SUPERSEDED SURVEY CONTROL
 DL1153
 DL1153  NGVD 29 (??/??/??)   70.404  (m)          230.98   (f) ADJUSTED    1 1
 DL1153
 DL1153.Superseded values are not recommended for survey control.
 DL1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1153.See file dsdata.txt to determine how the superseded data were derived.
 DL1153
 DL1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS314947(NAD 83)
 DL1153_MARKER: DB = BENCH MARK DISK
 DL1153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1153_SP_SET: HEADWALL
 DL1153_STAMPING: Z 260 1977
 DL1153_MARK LOGO: NGS   
 DL1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1153+STABILITY: SURFACE MOTION
 DL1153
 DL1153  HISTORY     - Date     Condition        Report By
 DL1153  HISTORY     - 1977     MONUMENTED       NGS
 DL1153  HISTORY     - 1985     GOOD             NGS
 DL1153
 DL1153                          STATION DESCRIPTION
 DL1153
 DL1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1153'3.1 MI NW FROM GARLAND.
 DL1153'3.1 MILES NORTHWEST ALONG US HIGHWAY 82 FROM THE JUNCTION OF STATE
 DL1153'HIGHWAY 134 AT GARLAND, SET IN THE TOP OF THE NORTHEAST HEADWALL
 DL1153'OF A BOX CULVERT, AT A FORK IN HIGHWAY, 125 FEET NORTH OF ROAD
 DL1153'FORK AND 34 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY.
 DL1153
 DL1153                          STATION RECOVERY (1985)
 DL1153
 DL1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DL1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0028 ***********************************************************************
 FH0028  DESIGNATION -  Z 27
 FH0028  PID         -  FH0028
 FH0028  STATE/COUNTY-  AR/CRAWFORD
 FH0028  USGS QUAD   -  MOUNTAINBURG (1983)
 FH0028
 FH0028                         *CURRENT SURVEY CONTROL
 FH0028  ___________________________________________________________________
 FH0028* NAD 83(1986)-  35 42 56.     (N)    094 11 44.     (W)     SCALED    
 FH0028* NAVD 88     -       300.799  (meters)     986.87   (feet)  ADJUSTED  
 FH0028  ___________________________________________________________________
 FH0028  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FH0028  DYNAMIC HT  -         300.519 (meters)     985.95  (feet)  COMP
 FH0028  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FH0028
 FH0028  VERT ORDER  -  FIRST     CLASS II
 FH0028
 FH0028.The horizontal coordinates were scaled from a topographic map and have
 FH0028.an estimated accuracy of +/- 6 seconds.
 FH0028
 FH0028.The orthometric height was determined by differential leveling
 FH0028.and adjusted by the National Geodetic Survey in June 1991..
 FH0028
 FH0028.The geoid height was determined by GEOID03.
 FH0028
 FH0028.The dynamic height is computed by dividing the NAVD 88
 FH0028.geopotential number by the normal gravity value computed on the
 FH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0028.degrees latitude (g = 980.6199 gals.).
 FH0028
 FH0028.The modeled gravity was interpolated from observed gravity values.
 FH0028
 FH0028;                    North         East    Units  Estimated Accuracy
 FH0028;SPC AR N     -   155,560.      201,360.      MT  (+/- 180 meters Scaled)
 FH0028
 FH0028                          SUPERSEDED SURVEY CONTROL
 FH0028
 FH0028  NGVD 29 (??/??/92)  300.664  (m)          986.43   (f) ADJ UNCH    1 2
 FH0028
 FH0028.Superseded values are not recommended for survey control.
 FH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0028.See file dsdata.txt to determine how the superseded data were derived.
 FH0028
 FH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV918530(NAD 83)
 FH0028_MARKER: DB = BENCH MARK DISK
 FH0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0028_SP_SET: CULVERT
 FH0028_STAMPING: Z 27 1932
 FH0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0028
 FH0028  HISTORY     - Date     Condition        Report By
 FH0028  HISTORY     - 1932     MONUMENTED       CGS
 FH0028  HISTORY     - 1960     GOOD             NGS
 FH0028
 FH0028                          STATION DESCRIPTION
 FH0028
 FH0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FH0028'0.9 MI NE FROM ARMADA.
 FH0028'1/8 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY, FROM
 FH0028'ARMADA, CRAWFORD COUNTY, 32-3/4 POLES SOUTHWEST OF MILEPOST 382,
 FH0028'NORTHWEST OF THE TRACK, AND IN THE TOP OF THE SOUTHWEST END OF A
 FH0028'CONCRETE CULVERT.  A STANDARD DISK, STAMPED 986.428 Z 27 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0165 ***********************************************************************
 FH0165  DESIGNATION -  Z 28
 FH0165  PID         -  FH0165
 FH0165  STATE/COUNTY-  AR/CRAWFORD
 FH0165  USGS QUAD   -  ALMA (1987)
 FH0165
 FH0165                         *CURRENT SURVEY CONTROL
 FH0165  ___________________________________________________________________
 FH0165* NAD 83(1986)-  35 28 28.     (N)    094 14 26.     (W)     SCALED    
 FH0165* NAVD 88     -       131.841  (meters)     432.55   (feet)  ADJUSTED  
 FH0165  ___________________________________________________________________
 FH0165  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FH0165  DYNAMIC HT  -         131.718 (meters)     432.14  (feet)  COMP
 FH0165  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 FH0165
 FH0165  VERT ORDER  -  FIRST     CLASS II
 FH0165
 FH0165.The horizontal coordinates were scaled from a topographic map and have
 FH0165.an estimated accuracy of +/- 6 seconds.
 FH0165
 FH0165.The orthometric height was determined by differential leveling
 FH0165.and adjusted by the National Geodetic Survey in June 1991..
 FH0165
 FH0165.The geoid height was determined by GEOID03.
 FH0165
 FH0165.The dynamic height is computed by dividing the NAVD 88
 FH0165.geopotential number by the normal gravity value computed on the
 FH0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0165.degrees latitude (g = 980.6199 gals.).
 FH0165
 FH0165.The modeled gravity was interpolated from observed gravity values.
 FH0165
 FH0165;                    North         East    Units  Estimated Accuracy
 FH0165;SPC AR N     -   128,910.      196,680.      MT  (+/- 180 meters Scaled)
 FH0165
 FH0165                          SUPERSEDED SURVEY CONTROL
 FH0165
 FH0165  NGVD 29 (??/??/92)  131.762  (m)          432.29   (f) ADJ UNCH    1 2
 FH0165
 FH0165.Superseded values are not recommended for survey control.
 FH0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0165.See file dsdata.txt to determine how the superseded data were derived.
 FH0165
 FH0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV874263(NAD 83)
 FH0165_MARKER: DB = BENCH MARK DISK
 FH0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0165_SP_SET: ABUTMENT
 FH0165_STAMPING: 432.289 Z 28 1932
 FH0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0165+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 FH0165
 FH0165  HISTORY     - Date     Condition        Report By
 FH0165  HISTORY     - 1932     MONUMENTED       CGS
 FH0165  HISTORY     - 1959     GOOD             NGS
 FH0165  HISTORY     - 20060402 GOOD             ARHD
 FH0165
 FH0165                          STATION DESCRIPTION
 FH0165
 FH0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FH0165'1.2 MI W FROM ALMA.
 FH0165'ABOUT 1.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FH0165'ALMA, CRAWFORD COUNTY, ABOUT 20 POLES WEST OF MILEPOST 490,
 FH0165'AT BRIDGE 400, ON THE NORTH SIDE OF THE TRACK, AND IN THE TOP
 FH0165'OF THE EAST END OF THE CONCRETE ABUTMENT.  A STANDARD DISK,
 FH0165'STAMPED 432.289 Z 28 1932.
 FH0165
 FH0165                          STATION RECOVERY (1959)
 FH0165
 FH0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FH0165'RECOVERED IN GOOD CONDITION.
 FH0165
 FH0165                          STATION RECOVERY (2006)
 FH0165
 FH0165'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 FH0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1636 ***********************************************************************
 EJ1636  DESIGNATION -  Z 287
 EJ1636  PID         -  EJ1636
 EJ1636  STATE/COUNTY-  AR/JEFFERSON
 EJ1636  USGS QUAD   -  REDFIELD (1984)
 EJ1636
 EJ1636                         *CURRENT SURVEY CONTROL
 EJ1636  ___________________________________________________________________
 EJ1636* NAD 83(1986)-  34 26 04.     (N)    092 10 50.     (W)     SCALED    
 EJ1636* NAVD 88     -        99.219  (meters)     325.52   (feet)  ADJUSTED  
 EJ1636  ___________________________________________________________________
 EJ1636  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EJ1636  DYNAMIC HT  -          99.125 (meters)     325.21  (feet)  COMP
 EJ1636  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 EJ1636
 EJ1636  VERT ORDER  -  FIRST     CLASS II
 EJ1636
 EJ1636.The horizontal coordinates were scaled from a topographic map and have
 EJ1636.an estimated accuracy of +/- 6 seconds.
 EJ1636
 EJ1636.The orthometric height was determined by differential leveling
 EJ1636.and adjusted by the National Geodetic Survey in June 1991..
 EJ1636
 EJ1636.The geoid height was determined by GEOID03.
 EJ1636
 EJ1636.The dynamic height is computed by dividing the NAVD 88
 EJ1636.geopotential number by the normal gravity value computed on the
 EJ1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1636.degrees latitude (g = 980.6199 gals.).
 EJ1636
 EJ1636.The modeled gravity was interpolated from observed gravity values.
 EJ1636
 EJ1636;                    North         East    Units  Estimated Accuracy
 EJ1636;SPC AR S     -   596,090.      383,410.      MT  (+/- 180 meters Scaled)
 EJ1636
 EJ1636                          SUPERSEDED SURVEY CONTROL
 EJ1636
 EJ1636.No superseded survey control is available for this station.
 EJ1636
 EJ1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU752106(NAD 83)
 EJ1636_MARKER: I = METAL ROD
 EJ1636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1636_SP_SET: STAINLESS STEEL ROD
 EJ1636_STAMPING: Z 287 1984
 EJ1636_MARK LOGO: NGS   
 EJ1636_PROJECTION: FLUSH
 EJ1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1636_ROD/PIPE-DEPTH: 9.58 meters
 EJ1636
 EJ1636  HISTORY     - Date     Condition        Report By
 EJ1636  HISTORY     - 1984     MONUMENTED       NGS
 EJ1636  HISTORY     - 1988     GOOD             USPSQD
 EJ1636  HISTORY     - 1989     GOOD             USPSQD
 EJ1636  HISTORY     - 1990     GOOD             USPSQD
 EJ1636
 EJ1636                          STATION DESCRIPTION
 EJ1636
 EJ1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EJ1636'1.5 KM (0.95 MI) SOUTH FROM REDFIELD.
 EJ1636'0.2 KM (0.1 MI) SOUTHEAST ALONG EAST RAILROAD STREET FROM THE POST
 EJ1636'OFFICE IN REDFIELD, THENCE 0.2 KM (0.15 MI) SOUTHWEST ALONG SHERIDAN
 EJ1636'ROAD, THENCE 1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 365 AT A SIDE
 EJ1636'ROAD LEADING WEST TO RED OAK ACRES, 19.08 METERS (62.6 FT) WEST OF THE
 EJ1636'CENTER LINE OF THE HIGHWAY, 14.47 METERS (47.5 FT) NORTH-NORTHWEST OF
 EJ1636'THE CENTER OF THE SIDE ROAD, 11.27 METERS (37.0 FT) WEST OF THE NORTH
 EJ1636'END OF A METAL CULVERT, AND 0.46 METERS (1.5 FT) NORTH-NORTHWEST OF A
 EJ1636'POWER LINE POLE.
 EJ1636'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EJ1636'THE MARK IS 0.4 M ABOVE HIGHWAY.
 EJ1636
 EJ1636                          STATION RECOVERY (1988)
 EJ1636
 EJ1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EJ1636'RECOVERED IN GOOD CONDITION.
 EJ1636
 EJ1636                          STATION RECOVERY (1989)
 EJ1636
 EJ1636'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EJ1636'RECOVERED IN GOOD CONDITION.
 EJ1636
 EJ1636                          STATION RECOVERY (1990)
 EJ1636
 EJ1636'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2576 ***********************************************************************
 EH2576  DESIGNATION -  Z 288
 EH2576  PID         -  EH2576
 EH2576  STATE/COUNTY-  AR/JEFFERSON
 EH2576  USGS QUAD   -  LADD (1975)
 EH2576
 EH2576                         *CURRENT SURVEY CONTROL
 EH2576  ___________________________________________________________________
 EH2576* NAD 83(1986)-  34 12 43.     (N)    091 58 26.     (W)     SCALED    
 EH2576* NAVD 88     -        63.452  (meters)     208.18   (feet)  ADJUSTED  
 EH2576  ___________________________________________________________________
 EH2576  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EH2576  DYNAMIC HT  -          63.391 (meters)     207.98  (feet)  COMP
 EH2576  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 EH2576
 EH2576  VERT ORDER  -  FIRST     CLASS II
 EH2576
 EH2576.The horizontal coordinates were scaled from a topographic map and have
 EH2576.an estimated accuracy of +/- 6 seconds.
 EH2576
 EH2576.The orthometric height was determined by differential leveling
 EH2576.and adjusted by the National Geodetic Survey in June 1991..
 EH2576
 EH2576.The geoid height was determined by GEOID03.
 EH2576
 EH2576.The dynamic height is computed by dividing the NAVD 88
 EH2576.geopotential number by the normal gravity value computed on the
 EH2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2576.degrees latitude (g = 980.6199 gals.).
 EH2576
 EH2576.The modeled gravity was interpolated from observed gravity values.
 EH2576
 EH2576;                    North         East    Units  Estimated Accuracy
 EH2576;SPC AR S     -   571,390.      402,410.      MT  (+/- 180 meters Scaled)
 EH2576
 EH2576                          SUPERSEDED SURVEY CONTROL
 EH2576
 EH2576.No superseded survey control is available for this station.
 EH2576
 EH2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT945861(NAD 83)
 EH2576_MARKER: I = METAL ROD
 EH2576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2576_SP_SET: STAINLESS STEEL ROD
 EH2576_STAMPING: Z 288 1984
 EH2576_MARK LOGO: NGS   
 EH2576_PROJECTION: FLUSH
 EH2576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2576_ROD/PIPE-DEPTH: 24.8 meters
 EH2576
 EH2576  HISTORY     - Date     Condition        Report By
 EH2576  HISTORY     - 1984     MONUMENTED       NGS
 EH2576  HISTORY     - 1988     GOOD             USPSQD
 EH2576  HISTORY     - 1988     GOOD             USPSQD
 EH2576  HISTORY     - 1989     GOOD             USPSQD
 EH2576  HISTORY     - 1989     GOOD             USPSQD
 EH2576  HISTORY     - 1990     GOOD             USPSQD
 EH2576
 EH2576                          STATION DESCRIPTION
 EH2576
 EH2576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2576'3.5 KM (2.2 MI) SE FROM PINE BLUFF.
 EH2576'0.2 KM (0.1 MI) SOUTH ALONG ALABAMA STREET FROM THE UNION STATION
 EH2576'RESTAURANT (OLD UNION STATION) IN PINE BLUFF, THENCE 1.1 KM (0.7 MI)
 EH2576'EAST ALONG SIXTH STREET, THENCE 1.2 KM (0.75 MI) SOUTH ALONG OHIO
 EH2576'STREET, THENCE 1.4 KM (0.85 MI) EAST ALONG EAST HARDING STREET (U.S.
 EH2576'HIGHWAY 65 BUSINESS), NEAR THE CENTER OF A CURVE AND NEAR THE SOUTH
 EH2576'END OF A TRAFFIC ISLAND, 18.59 METERS (61.0 FT) SOUTHWEST OF THE
 EH2576'CENTER OF EAST HARDING STREET, 9.14 METERS (30.0 FT) WEST OF THE
 EH2576'CENTER OF THE FIRST DRIVEWAY WEST OF THE EASTERNMOST SERIES OF
 EH2576'DRIVEWAYS LEADING TO A SHOPPING MALL, 1.82 METERS (6.0 FT) NORTH OF A
 EH2576'SIGNPOST SUPPORTING CHILDRENS BOUTIQUE SIGN, 0.6 METER (2.0 FT) SOUTH
 EH2576'OF A POWER LINE POLE, AND 0.27 METERS (0.9 FT) NORTH OF THE CURB AT
 EH2576'THE SOUTH END OF THE TRAFFIC ISLAND.  NOTE, ROD ANCHORED AT THIS
 EH2576'DEPTH.
 EH2576'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 EH2576'THE MARK IS 0.6 M BELOW EAST HARDING STREET.
 EH2576
 EH2576                          STATION RECOVERY (1988)
 EH2576
 EH2576'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2576'RECOVERED IN GOOD CONDITION.
 EH2576
 EH2576                          STATION RECOVERY (1988)
 EH2576
 EH2576'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAR)
 EH2576'RECOVERED IN GOOD CONDITION.
 EH2576
 EH2576                          STATION RECOVERY (1989)
 EH2576
 EH2576'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2576'RECOVERED IN GOOD CONDITION.
 EH2576
 EH2576                          STATION RECOVERY (1989)
 EH2576
 EH2576'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFF)
 EH2576'RECOVERED IN GOOD CONDITION.
 EH2576
 EH2576                          STATION RECOVERY (1990)
 EH2576
 EH2576'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2596 ***********************************************************************
 EH2596  DESIGNATION -  Z 289
 EH2596  PID         -  EH2596
 EH2596  STATE/COUNTY-  AR/LINCOLN
 EH2596  USGS QUAD   -  GRADY (1975)
 EH2596
 EH2596                         *CURRENT SURVEY CONTROL
 EH2596  ___________________________________________________________________
 EH2596* NAD 83(1986)-  34 04 06.     (N)    091 40 40.     (W)     SCALED    
 EH2596* NAVD 88     -        56.215  (meters)     184.43   (feet)  ADJUSTED  
 EH2596  ___________________________________________________________________
 EH2596  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EH2596  DYNAMIC HT  -          56.160 (meters)     184.25  (feet)  COMP
 EH2596  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 EH2596
 EH2596  VERT ORDER  -  FIRST     CLASS II
 EH2596
 EH2596.The horizontal coordinates were scaled from a topographic map and have
 EH2596.an estimated accuracy of +/- 6 seconds.
 EH2596
 EH2596.The orthometric height was determined by differential leveling
 EH2596.and adjusted by the National Geodetic Survey in June 1991..
 EH2596
 EH2596.The geoid height was determined by GEOID03.
 EH2596
 EH2596.The dynamic height is computed by dividing the NAVD 88
 EH2596.geopotential number by the normal gravity value computed on the
 EH2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2596.degrees latitude (g = 980.6199 gals.).
 EH2596
 EH2596.The modeled gravity was interpolated from observed gravity values.
 EH2596
 EH2596;                    North         East    Units  Estimated Accuracy
 EH2596;SPC AR S     -   555,510.      429,740.      MT  (+/- 180 meters Scaled)
 EH2596
 EH2596                          SUPERSEDED SURVEY CONTROL
 EH2596
 EH2596.No superseded survey control is available for this station.
 EH2596
 EH2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT220705(NAD 83)
 EH2596_MARKER: I = METAL ROD
 EH2596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2596_SP_SET: STAINLESS STEEL ROD
 EH2596_STAMPING: Z 289 1984
 EH2596_MARK LOGO: NGS   
 EH2596_PROJECTION: FLUSH
 EH2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2596_ROD/PIPE-DEPTH: 12.2 meters
 EH2596
 EH2596  HISTORY     - Date     Condition        Report By
 EH2596  HISTORY     - 1984     MONUMENTED       NGS
 EH2596  HISTORY     - 1988     GOOD             USPSQD
 EH2596  HISTORY     - 1989     GOOD             USPSQD
 EH2596  HISTORY     - 1990     GOOD             USPSQD
 EH2596
 EH2596                          STATION DESCRIPTION
 EH2596
 EH2596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH2596'2.4 KM (1.5 MI) SE FROM GRADY.
 EH2596'2.4 KM (1.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH2596'IN GRADY, AT THE INTERSECTION OF A TRACK ROAD LEADING SOUTH ACROSS THE
 EH2596'MISSOURI PACIFIC RAILROAD, SET NEAR THE SOUTHWEST CORNER OF THE TRACK
 EH2596'ROAD AND THE RAILROAD TRACKS, ON THE PROPERTY OF THE DAMASCUS CHURCH,
 EH2596'51.36 METERS (168.5 FT) SOUTHEAST OF THE SOUTH CORNER OF THE CHURCH,
 EH2596'40.53 METERS (133.0 FT) SOUTHWEST OF THE CENTER OF HIGHWAY 65,
 EH2596'12.49 METERS (41.0 FT) WEST OF THE CENTER OF THE TRACK ROAD LEADING
 EH2596'SOUTH, 11.27 METERS (37.0 FT) SOUTHWEST OF THE SOUTH RAIL, 7.92 METERS
 EH2596'(26.0 FT) NORTH OF THE CENTER OF THE DRIVEWAY LEADING TO THE CHURCH
 EH2596'AND 0.76 METERS (2.5 FT) SOUTHEAST OF A TELEPHONE POLE.  NOTE, DRIVING
 EH2596'EXCEEDED AT THIS DEPTH.
 EH2596'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 EH2596'THE MARK IS 0.60 M ABOVE HIGHWAY.
 EH2596
 EH2596                          STATION RECOVERY (1988)
 EH2596
 EH2596'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EH2596'RECOVERED IN GOOD CONDITION.
 EH2596
 EH2596                          STATION RECOVERY (1989)
 EH2596
 EH2596'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH2596'RECOVERED IN GOOD CONDITION.
 EH2596
 EH2596                          STATION RECOVERY (1990)
 EH2596
 EH2596'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1210 ***********************************************************************
 FG1210  DESIGNATION -  Z 29
 FG1210  PID         -  FG1210
 FG1210  STATE/COUNTY-  AR/JOHNSON
 FG1210  USGS QUAD   -  HARTMAN (1993)
 FG1210
 FG1210                         *CURRENT SURVEY CONTROL
 FG1210  ___________________________________________________________________
 FG1210* NAD 83(1986)-  35 25 48.     (N)    093 36 49.     (W)     SCALED    
 FG1210* NAVD 88     -       111.564  (meters)     366.02   (feet)  ADJUSTED  
 FG1210  ___________________________________________________________________
 FG1210  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FG1210  DYNAMIC HT  -         111.461 (meters)     365.69  (feet)  COMP
 FG1210  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 FG1210
 FG1210  VERT ORDER  -  FIRST     CLASS II
 FG1210
 FG1210.The horizontal coordinates were scaled from a topographic map and have
 FG1210.an estimated accuracy of +/- 6 seconds.
 FG1210
 FG1210.The orthometric height was determined by differential leveling
 FG1210.and adjusted by the National Geodetic Survey in June 1991..
 FG1210.WARNING-Repeat measurements at this control monument indicate possible
 FG1210.vertical movement.
 FG1210
 FG1210.The geoid height was determined by GEOID03.
 FG1210
 FG1210.The dynamic height is computed by dividing the NAVD 88
 FG1210.geopotential number by the normal gravity value computed on the
 FG1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1210.degrees latitude (g = 980.6199 gals.).
 FG1210
 FG1210.The modeled gravity was interpolated from observed gravity values.
 FG1210
 FG1210;                    North         East    Units  Estimated Accuracy
 FG1210;SPC AR N     -   122,870.      253,490.      MT  (+/- 180 meters Scaled)
 FG1210
 FG1210                          SUPERSEDED SURVEY CONTROL
 FG1210
 FG1210  NGVD 29 (??/??/92)  111.510  (m)          365.85   (f) ADJ UNCH    1 2
 FG1210
 FG1210.Superseded values are not recommended for survey control.
 FG1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1210.See file dsdata.txt to determine how the superseded data were derived.
 FG1210
 FG1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV443209(NAD 83)
 FG1210_MARKER: DB = BENCH MARK DISK
 FG1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1210_STAMPING: Z-29 1932
 FG1210_MARK LOGO: CGS   
 FG1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1210+STABILITY: SURFACE MOTION
 FG1210
 FG1210  HISTORY     - Date     Condition        Report By
 FG1210  HISTORY     - 1932     MONUMENTED       CGS
 FG1210  HISTORY     - 1935     GOOD             NGS
 FG1210  HISTORY     - 1984     GOOD             NGS
 FG1210  HISTORY     - 1987     GOOD             USPSQD
 FG1210  HISTORY     - 1989     GOOD             USPSQD
 FG1210  HISTORY     - 1989     GOOD             USPSQD
 FG1210
 FG1210                          STATION DESCRIPTION
 FG1210
 FG1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG1210'IN HARTMAN.
 FG1210'AT HARTMAN, ABOUT .1 MILE EAST OF MISSOURI PACIFIC RY.STATION, ALONG
 FG1210'M.P.RY.  63.9 FEET SOUTH OF CENTERLINE OF MISSOURI PAC. RAILROAD MAIN
 FG1210'TRACK.  46.8 FEET SOUTHEAST OF TELEPHONE POLE.  2.8 FT. NORTH OF
 FG1210'NORTHEAST CORNER OF JAIL HOUSE.
 FG1210
 FG1210                          STATION RECOVERY (1984)
 FG1210
 FG1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FG1210'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  IN HARTMAN,
 FG1210'0.2 KM (0.1 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE, THENCE
 FG1210'0.1 KM (0.05 MI) EAST ALONG A DIRT ROAD THAT PARALLELS THE MISSOURI
 FG1210'PACIFIC RAILROAD ON THE SOUTH SIDE OF THE TRACKS, SET NEAR THE
 FG1210'NORTHEAST CORNER OF A 14 FEET BY 10 FEET BRICK BUILDING (OLD JAIL),
 FG1210'MARK IS NOW COVERED BY A METAL SHELTER PROJECTING OFF THE BUILDING ON
 FG1210'THE NORTH SIDE, 18.89 METERS (62.0 FT) SOUTH OF SOUTH RAIL,
 FG1210'4.41 METERS (14.5 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 FG1210'AND 0.85 METERS (2.8 FT) NORTH OF THE NORTHEAST CORNER OF THE
 FG1210'BUILDING.
 FG1210
 FG1210                          STATION RECOVERY (1987)
 FG1210
 FG1210'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1210'RECOVERED IN GOOD CONDITION.
 FG1210
 FG1210                          STATION RECOVERY (1989)
 FG1210
 FG1210'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1210'RECOVERED IN GOOD CONDITION.
 FG1210
 FG1210                          STATION RECOVERY (1989)
 FG1210
 FG1210'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1536 ***********************************************************************
 FG1536  DESIGNATION -  Z 290
 FG1536  PID         -  FG1536
 FG1536  STATE/COUNTY-  AR/FAULKNER
 FG1536  USGS QUAD   -  CONWAY (1994)
 FG1536
 FG1536                         *CURRENT SURVEY CONTROL
 FG1536  ___________________________________________________________________
 FG1536* NAD 83(1986)-  35 02 20.     (N)    092 24 57.     (W)     SCALED    
 FG1536* NAVD 88     -        89.553  (meters)     293.81   (feet)  ADJUSTED  
 FG1536  ___________________________________________________________________
 FG1536  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FG1536  DYNAMIC HT  -          89.469 (meters)     293.53  (feet)  COMP
 FG1536  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FG1536
 FG1536  VERT ORDER  -  FIRST     CLASS II
 FG1536
 FG1536.The horizontal coordinates were scaled from a topographic map and have
 FG1536.an estimated accuracy of +/- 6 seconds.
 FG1536
 FG1536.The orthometric height was determined by differential leveling
 FG1536.and adjusted by the National Geodetic Survey in June 1991..
 FG1536
 FG1536.The geoid height was determined by GEOID03.
 FG1536
 FG1536.The dynamic height is computed by dividing the NAVD 88
 FG1536.geopotential number by the normal gravity value computed on the
 FG1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1536.degrees latitude (g = 980.6199 gals.).
 FG1536
 FG1536.The modeled gravity was interpolated from observed gravity values.
 FG1536
 FG1536;                    North         East    Units  Estimated Accuracy
 FG1536;SPC AR N     -    78,360.      362,060.      MT  (+/- 180 meters Scaled)
 FG1536
 FG1536                          SUPERSEDED SURVEY CONTROL
 FG1536
 FG1536  NGVD 29 (06/07/95)   89.593  (m)          293.94   (f) ADJUSTED    1 2
 FG1536
 FG1536.Superseded values are not recommended for survey control.
 FG1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1536.See file dsdata.txt to determine how the superseded data were derived.
 FG1536
 FG1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU532775(NAD 83)
 FG1536_MARKER: I = METAL ROD
 FG1536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1536_SP_SET: STAINLESS STEEL ROD
 FG1536_STAMPING: Z 290 1984
 FG1536_MARK LOGO: NGS   
 FG1536_PROJECTION: RECESSED 2 CENTIMETERS
 FG1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1536+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 FG1536_ROD/PIPE-DEPTH: 3.35 meters
 FG1536
 FG1536  HISTORY     - Date     Condition        Report By
 FG1536  HISTORY     - 1984     MONUMENTED       NGS
 FG1536  HISTORY     - 1988     GOOD             USPSQD
 FG1536  HISTORY     - 1989     GOOD             USPSQD
 FG1536  HISTORY     - 20020717 GOOD             USACE
 FG1536
 FG1536                          STATION DESCRIPTION
 FG1536
 FG1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1536'9.6 KM (5.95 MI) NORTH FROM MAYFLOWER.
 FG1536'9.6 KM (5.95 MI) NORTH ALONG STATE HIGHWAY 365 FROM THE POST OFFICE IN
 FG1536'MAYFLOWER TO THE MARK ON THE RIGHT, ALSO 0.2 KM (0.1 MI) NORTHEAST
 FG1536'ALONG MAIN STREET FROM THE POST OFFICE IN CONWAY, THENCE 0.5 KM
 FG1536'(0.3 MI) SOUTHEAST ALONG CHESTNUT STREET, THENCE 5.7 KM (3.55 MI)
 FG1536'SOUTH-SOUTHEAST TO THE MARK ON THE LEFT, 13.93 METERS (45.7 FT)
 FG1536'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.63 METERS
 FG1536'(67.7 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A ONE LEVEL BRICK
 FG1536'HOUSE, 12.62 METERS (41.4 FT) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER
 FG1536'POST OF A CHAIN LINK FENCE AROUND THE HOUSE, 7.71 METERS (25.3 FT)
 FG1536'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY FOR THE
 FG1536'HOUSE, AND 1.37 METERS (4.5 FT) WEST-SOUTHWEST OF A CHAIN LINK FENCE.
 FG1536'THE MARK IS 1.37 METERS  WSW FROM A WITNESS POST.
 FG1536'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1536
 FG1536                          STATION RECOVERY (1988)
 FG1536
 FG1536'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1536'RECOVERED IN GOOD CONDITION.
 FG1536
 FG1536                          STATION RECOVERY (1989)
 FG1536
 FG1536'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1536'RECOVERED IN GOOD CONDITION.
 FG1536
 FG1536                          STATION RECOVERY (2002)
 FG1536
 FG1536'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (KEH)
 FG1536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1561 ***********************************************************************
 FG1561  DESIGNATION -  Z 291
 FG1561  PID         -  FG1561
 FG1561  STATE/COUNTY-  AR/CONWAY
 FG1561  USGS QUAD   -  MORRILTON WEST (1991)
 FG1561
 FG1561                         *CURRENT SURVEY CONTROL
 FG1561  ___________________________________________________________________
 FG1561* NAD 83(1986)-  35 10 28.     (N)    092 46 34.     (W)     SCALED    
 FG1561* NAVD 88     -        95.952  (meters)     314.80   (feet)  ADJUSTED  
 FG1561  ___________________________________________________________________
 FG1561  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FG1561  DYNAMIC HT  -          95.862 (meters)     314.51  (feet)  COMP
 FG1561  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FG1561
 FG1561  VERT ORDER  -  FIRST     CLASS II
 FG1561
 FG1561.The horizontal coordinates were scaled from a topographic map and have
 FG1561.an estimated accuracy of +/- 6 seconds.
 FG1561
 FG1561.The orthometric height was determined by differential leveling
 FG1561.and adjusted by the National Geodetic Survey in June 1991..
 FG1561
 FG1561.The geoid height was determined by GEOID03.
 FG1561
 FG1561.The dynamic height is computed by dividing the NAVD 88
 FG1561.geopotential number by the normal gravity value computed on the
 FG1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1561.degrees latitude (g = 980.6199 gals.).
 FG1561
 FG1561.The modeled gravity was interpolated from observed gravity values.
 FG1561
 FG1561;                    North         East    Units  Estimated Accuracy
 FG1561;SPC AR N     -    93,590.      329,300.      MT  (+/- 180 meters Scaled)
 FG1561
 FG1561                          SUPERSEDED SURVEY CONTROL
 FG1561
 FG1561.No superseded survey control is available for this station.
 FG1561
 FG1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU203924(NAD 83)
 FG1561_MARKER: I = METAL ROD
 FG1561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1561_SP_SET: STAINLESS STEEL ROD
 FG1561_STAMPING: Z 291 1984
 FG1561_MARK LOGO: NGS   
 FG1561_PROJECTION: RECESSED 4 CENTIMETERS
 FG1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1561_ROD/PIPE-DEPTH: 3.35 meters
 FG1561
 FG1561  HISTORY     - Date     Condition        Report By
 FG1561  HISTORY     - 1984     MONUMENTED       NGS
 FG1561  HISTORY     - 1987     GOOD             USPSQD
 FG1561  HISTORY     - 1987     GOOD             USPSQD
 FG1561  HISTORY     - 1988     GOOD             USPSQD
 FG1561  HISTORY     - 1989     GOOD             USPSQD
 FG1561  HISTORY     - 1989     GOOD             USPSQD
 FG1561  HISTORY     - 19970319 GOOD             USPSQD
 FG1561
 FG1561                          STATION DESCRIPTION
 FG1561
 FG1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1561'4.0 KM (2.5 MI) NW FROM MORRILTON.
 FG1561'0.1 KM (0.05 MI) SOUTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 FG1561'MORRILTON, THENCE 3.9 KM (2.45 MI) NORTHWEST ALONG U.S. HIGHWAY 64 TO
 FG1561'THE MARK ON THE LEFT JUST BEFORE REACHING A DIRT ROAD LEADING EAST,
 FG1561'16.31 METERS (53.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FG1561'22.74 METERS (74.6 FT) EAST-NORTHEAST OF THE EAST CORNER OF A CINDER
 FG1561'BLOCK BUILDING (AT PRESENT THE FREYALDENHOVEN WINERY), 8.02 METERS
 FG1561'(26.3 FT) WEST-NORTHWEST OF THE NORTHWEST END OF A CONCRETE PIPE
 FG1561'CULVERT UNDER THE SOUTHEAST DRIVE TO THE WINERY, 7.47 METERS (24.5 FT)
 FG1561'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE PIPE CULVERT UNDER
 FG1561'THE NORTHWEST DRIVE OF THE WINERY, AND 1.16 METERS (3.8 FT) SOUTHWEST
 FG1561'OF THE SOUTHWEST BRACEPOST OF THE WINERY SIGN.
 FG1561'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 FG1561'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FG1561
 FG1561                          STATION RECOVERY (1987)
 FG1561
 FG1561'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1561'RECOVERED IN GOOD CONDITION.
 FG1561
 FG1561                          STATION RECOVERY (1987)
 FG1561
 FG1561'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FG1561'RECOVERED IN GOOD CONDITION.
 FG1561
 FG1561                          STATION RECOVERY (1988)
 FG1561
 FG1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1561'RECOVERED IN GOOD CONDITION.
 FG1561
 FG1561                          STATION RECOVERY (1989)
 FG1561
 FG1561'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1561'RECOVERED IN GOOD CONDITION.
 FG1561
 FG1561                          STATION RECOVERY (1989)
 FG1561
 FG1561'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FG1561'RECOVERED IN GOOD CONDITION.
 FG1561
 FG1561                          STATION RECOVERY (1997)
 FG1561
 FG1561'RECOVERY NOTE BY US POWER SQUADRON 1997
 FG1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1599 ***********************************************************************
 FG1599  DESIGNATION -  Z 292
 FG1599  PID         -  FG1599
 FG1599  STATE/COUNTY-  AR/POPE
 FG1599  USGS QUAD   -  DELAWARE (1993)
 FG1599
 FG1599                         *CURRENT SURVEY CONTROL
 FG1599  ___________________________________________________________________
 FG1599* NAD 83(1986)-  35 20 22.     (N)    093 15 31.     (W)     SCALED    
 FG1599* NAVD 88     -       174.869  (meters)     573.72   (feet)  ADJUSTED  
 FG1599  ___________________________________________________________________
 FG1599  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FG1599  DYNAMIC HT  -         174.704 (meters)     573.17  (feet)  COMP
 FG1599  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 FG1599
 FG1599  VERT ORDER  -  FIRST     CLASS II
 FG1599
 FG1599.The horizontal coordinates were scaled from a topographic map and have
 FG1599.an estimated accuracy of +/- 6 seconds.
 FG1599
 FG1599.The orthometric height was determined by differential leveling
 FG1599.and adjusted by the National Geodetic Survey in June 1991..
 FG1599
 FG1599.The geoid height was determined by GEOID03.
 FG1599
 FG1599.The dynamic height is computed by dividing the NAVD 88
 FG1599.geopotential number by the normal gravity value computed on the
 FG1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1599.degrees latitude (g = 980.6199 gals.).
 FG1599
 FG1599.The modeled gravity was interpolated from observed gravity values.
 FG1599
 FG1599;                    North         East    Units  Estimated Accuracy
 FG1599;SPC AR N     -   112,350.      285,590.      MT  (+/- 180 meters Scaled)
 FG1599
 FG1599                          SUPERSEDED SURVEY CONTROL
 FG1599
 FG1599.No superseded survey control is available for this station.
 FG1599
 FG1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV764107(NAD 83)
 FG1599_MARKER: DB = BENCH MARK DISK
 FG1599_SETTING: 66 = SET IN ROCK OUTCROP
 FG1599_SP_SET: ROCK OUTCROP
 FG1599_STAMPING: Z 292 1984
 FG1599_MARK LOGO: NGS   
 FG1599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1599+STABILITY: POSITION/ELEVATION WELL
 FG1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1599+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 FG1599
 FG1599  HISTORY     - Date     Condition        Report By
 FG1599  HISTORY     - 1984     MONUMENTED       NGS
 FG1599  HISTORY     - 1987     GOOD             USPSQD
 FG1599  HISTORY     - 1988     GOOD             USPSQD
 FG1599  HISTORY     - 1989     GOOD             USPSQD
 FG1599  HISTORY     - 1990     GOOD             USPSQD
 FG1599  HISTORY     - 20050701 GOOD             GEOCAC
 FG1599
 FG1599                          STATION DESCRIPTION
 FG1599
 FG1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1599'1.3 KM (0.85 MI) NNW FROM LONDON.
 FG1599'0.2 KM (0.1 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN
 FG1599'LONDON, THENCE 1.2 KM (0.75 MI) NORTHLY ALONG STATE HIGHWAY 333, AT
 FG1599'THE NORTH ONE OF TWO PARRALLEL HIGH TENTION POWERLINES CROSSING THE
 FG1599'HIGHWAY, A DISK SET IN TOP OF A FLAT 4 FOOT BY 10 FOOT AREA OF BEDROCK
 FG1599'ABOUT 1 FOOT ABOVE THE HIGHWAY, 14.47 METERS (47.5 FT) NORTH-NORTHEAST
 FG1599'OF THE CENTERLINE OF HIGHWAY 333, 3.47 METERS (11.4 FT) SOUTHEAST OF A
 FG1599'POWERLINE POLE NUMBER 1200 29, 1.67 METERS (5.5 FT) NORTHEAST OF A
 FG1599'CONCRETE RIGHT-OF-WAY POST, AND 1.09 METERS (3.6 FT) NORTH-NORTHEAST
 FG1599'OF A FIVE STRAND BARBED WIRE FENCE.
 FG1599'THE MARK IS 0.3 M ABOVE HIGHWAY 333.
 FG1599
 FG1599                          STATION RECOVERY (1987)
 FG1599
 FG1599'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1599'RECOVERED IN GOOD CONDITION.
 FG1599
 FG1599                          STATION RECOVERY (1988)
 FG1599
 FG1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FG1599'RECOVERED IN GOOD CONDITION.
 FG1599
 FG1599                          STATION RECOVERY (1989)
 FG1599
 FG1599'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1599'RECOVERED IN GOOD CONDITION.
 FG1599
 FG1599                          STATION RECOVERY (1990)
 FG1599
 FG1599'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1599'RECOVERED IN GOOD CONDITION.
 FG1599
 FG1599                          STATION RECOVERY (2005)
 FG1599
 FG1599'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FG1599'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1627 ***********************************************************************
 FG1627  FBN         -  This is a Federal Base Network Control Station.
 FG1627  DESIGNATION -  Z 294
 FG1627  PID         -  FG1627
 FG1627  STATE/COUNTY-  AR/JOHNSON
 FG1627  USGS QUAD   -  HARTMAN (1993)
 FG1627
 FG1627                         *CURRENT SURVEY CONTROL
 FG1627  ___________________________________________________________________
 FG1627* NAD 83(1997)-  35 26 34.37443(N)    093 34 02.66707(W)     ADJUSTED  
 FG1627* NAVD 88     -       127.374  (meters)     417.89   (feet)  ADJUSTED  
 FG1627  ___________________________________________________________________
 FG1627  X           -    -323,693.424 (meters)                     COMP
 FG1627  Y           -  -5,192,088.311 (meters)                     COMP
 FG1627  Z           -   3,678,063.825 (meters)                     COMP
 FG1627  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 FG1627  ELLIP HEIGHT-          98.14  (meters)          (07/20/01) GPS OBS
 FG1627  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FG1627  DYNAMIC HT  -         127.257 (meters)     417.51  (feet)  COMP
 FG1627  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FG1627
 FG1627  HORZ ORDER  -  A
 FG1627  VERT ORDER  -  FIRST     CLASS II
 FG1627  ELLP ORDER  -  FOURTH    CLASS I
 FG1627
 FG1627.The horizontal coordinates were established by GPS observations
 FG1627.and adjusted by the National Geodetic Survey in July 2001..
 FG1627
 FG1627.The orthometric height was determined by differential leveling
 FG1627.and adjusted by the National Geodetic Survey in June 1991..
 FG1627
 FG1627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1627
 FG1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FG1627
 FG1627.The ellipsoidal height was determined by GPS observations
 FG1627.and is referenced to NAD 83.
 FG1627
 FG1627.The geoid height was determined by GEOID03.
 FG1627
 FG1627.The dynamic height is computed by dividing the NAVD 88
 FG1627.geopotential number by the normal gravity value computed on the
 FG1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1627.degrees latitude (g = 980.6199 gals.).
 FG1627
 FG1627.The modeled gravity was interpolated from observed gravity values.
 FG1627
 FG1627;                    North         East     Units Scale Factor Converg.
 FG1627;SPC AR N     -   124,227.320   257,704.163   MT  0.99993896   -0 54 43.5
 FG1627;SPC AR N     -   407,569.13    845,484.41   sFT  0.99993896   -0 54 43.5
 FG1627;UTM  15      - 3,922,306.638   448,503.371   MT  0.99963268   -0 19 44.6
 FG1627
 FG1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1627!SPC AR N     -   0.99998460  x   0.99993896  =   0.99992356
 FG1627!UTM  15      -   0.99998460  x   0.99963268  =   0.99961728
 FG1627
 FG1627                          SUPERSEDED SURVEY CONTROL
 FG1627
 FG1627  NAVD 88 (07/20/01)  127.37   (m)          417.9    (f) LEVELING    3  
 FG1627
 FG1627.Superseded values are not recommended for survey control.
 FG1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1627.See file dsdata.txt to determine how the superseded data were derived.
 FG1627
 FG1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4850322307(NAD 83)
 FG1627_MARKER: I = METAL ROD
 FG1627_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1627+WITH SETTING: INFORMATION.
 FG1627_SP_SET: SHALLOW SET METAL ROD
 FG1627_STAMPING: Z 294 1984
 FG1627_MARK LOGO: NGS   
 FG1627_PROJECTION: FLUSH
 FG1627_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1627+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2000
 FG1627_ROD/PIPE-DEPTH: 2.77 meters
 FG1627
 FG1627  HISTORY     - Date     Condition        Report By
 FG1627  HISTORY     - 1984     MONUMENTED       NGS
 FG1627  HISTORY     - 1987     GOOD             USPSQD
 FG1627  HISTORY     - 1989     GOOD             USPSQD
 FG1627  HISTORY     - 1990     GOOD             USPSQD
 FG1627  HISTORY     - 20000112 GOOD             USPSQD
 FG1627
 FG1627                          STATION DESCRIPTION
 FG1627
 FG1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1627'5.0 KM (3.15 MI) EAST FROM HARTMAN.
 FG1627'0.2 KM (0.15 MI) NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN
 FG1627'HARTMAN, THENCE 4.8 KM (3.0 MI) EAST ALONG U.S. HIGHWAY 64 AT A METAL
 FG1627'GATE ON THE SOUTH SIDE OF THE HIGHWAY, 12.49 METERS (41.0 FT) SOUTH OF
 FG1627'THE CENTERLINE OF HIGHWAY 64, 31.69 METERS (104.0 FT) EAST OF A
 FG1627'POWERLINE POLE NUMBER 800 178 WITH A SERVICE LINE LEADING TO A SMALL
 FG1627'WHITE HOUSE AND TWO MOBILE HOMES, 10.82 METERS (35.5 FT) WEST OF THE
 FG1627'CENTER OF THE METAL GATE, AND 0.36 METERS (1.2 FT) NORTH OF THE FENCE.
 FG1627'NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 FG1627'THE MARK IS 0.33 METERS  N FROM A WITNESS POST.
 FG1627'THE MARK IS 0.46 M BELOW HIGHWAY 64.
 FG1627
 FG1627                          STATION RECOVERY (1987)
 FG1627
 FG1627'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1627'RECOVERED IN GOOD CONDITION.
 FG1627
 FG1627                          STATION RECOVERY (1989)
 FG1627
 FG1627'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1627'RECOVERED IN GOOD CONDITION.
 FG1627
 FG1627                          STATION RECOVERY (1990)
 FG1627
 FG1627'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1627'RECOVERED IN GOOD CONDITION.
 FG1627
 FG1627                          STATION RECOVERY (2000)
 FG1627
 FG1627'RECOVERY NOTE BY US POWER SQUADRON 2000 (MLM)
 FG1627'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) EAST OF HARTMAN ON THE
 FG1627'SOUTH SIDE OF THE RIGHT-OF-WAY OF US HIGHWAY 64 ON THE WEST SIDE OF A
 FG1627'METAL GATE FOR A PASTURE FENCE.  OWNERSHIP--ARKANSAS HIGHWAY
 FG1627'DEPARTMENT.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FG1627'HIGHWAY 40 (EXIT 47) AND STATE HIGHWAY 164 LOCATED ABOUT 16.1 KM
 FG1627'(10.00 MI) WEST OF CLARKSVILLE, GO SOUTH ON HIGHWAY 64 FOR 7.40 KM
 FG1627'(4.60 MI) TO THE T-JUNCTION OF US HIGHWAY 64, TURN LEFT, EAST ON
 FG1627'HIGHWAY 64 FOR 3.86 KM (2.40 MI) TO THE JUNCTION OF MAIN STREET ON THE
 FG1627'NORTH SIDE OF HARTMAN, CONTINUE AHEAD EAST ON HIGHWAY 64 FOR 4.51 KM
 FG1627'(2.80 MI) TO THE STATION ON THE RIGHT ON THE NORTH SIDE OF A BARBED
 FG1627'WIRE FENCE JUST WEST OF A METAL GATE FOR A PASTURE.  THE STATION IS A
 FG1627'PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD, ENCASED IN A 13 CM PVC
 FG1627'PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE ABOUT FLUSH WITH THE
 FG1627'GROUND AND ABOUT O.46 M BELOW THE HIGHWAY.  LOCATED 31.70 M (104.00
 FG1627'FT) EAST OF A POWER POLE, NUMBER 800-178, 12.50 M (41.01 FT) SOUTH OF
 FG1627'THE CENTER OF THE HIGHWAY, 8.44 M (27.69 FT) WEST OF THE WEST GATE
 FG1627'POST OF THE METAL GATE, 4.24 M (13.91 FT) WEST OF THE WEST FACE OF
 FG1627'CABLE JUNCTION BOX NUMBER 38-800-7, 0.40 M (1.31 FT) NORTH OF THE
 FG1627'FENCE AND 0.3 M (1.0 FT) NORTH OF AN NGS FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0782 ***********************************************************************
 FH0782  DESIGNATION -  Z 295
 FH0782  PID         -  FH0782
 FH0782  STATE/COUNTY-  AR/SEBASTIAN
 FH0782  USGS QUAD   -  CHARLESTON (1987)
 FH0782
 FH0782                         *CURRENT SURVEY CONTROL
 FH0782  ___________________________________________________________________
 FH0782* NAD 83(1986)-  35 20 49.     (N)    094 07 25.     (W)     SCALED    
 FH0782* NAVD 88     -       126.780  (meters)     415.94   (feet)  ADJUSTED  
 FH0782  ___________________________________________________________________
 FH0782  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FH0782  DYNAMIC HT  -         126.662 (meters)     415.56  (feet)  COMP
 FH0782  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 FH0782
 FH0782  VERT ORDER  -  FIRST     CLASS II
 FH0782
 FH0782.The horizontal coordinates were scaled from a topographic map and have
 FH0782.an estimated accuracy of +/- 6 seconds.
 FH0782
 FH0782.The orthometric height was determined by differential leveling
 FH0782.and adjusted by the National Geodetic Survey in June 1991..
 FH0782
 FH0782.The geoid height was determined by GEOID03.
 FH0782
 FH0782.The dynamic height is computed by dividing the NAVD 88
 FH0782.geopotential number by the normal gravity value computed on the
 FH0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0782.degrees latitude (g = 980.6199 gals.).
 FH0782
 FH0782.The modeled gravity was interpolated from observed gravity values.
 FH0782
 FH0782;                    North         East    Units  Estimated Accuracy
 FH0782;SPC AR N     -   114,530.      206,990.      MT  (+/- 180 meters Scaled)
 FH0782
 FH0782                          SUPERSEDED SURVEY CONTROL
 FH0782
 FH0782.No superseded survey control is available for this station.
 FH0782
 FH0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV979120(NAD 83)
 FH0782_MARKER: I = METAL ROD
 FH0782_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0782_SP_SET: STAINLESS STEEL ROD
 FH0782_STAMPING: Z 295 1984
 FH0782_MARK LOGO: NGS   
 FH0782_PROJECTION: RECESSED 5 CENTIMETERS
 FH0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0782_ROD/PIPE-DEPTH: 4.72 meters
 FH0782
 FH0782  HISTORY     - Date     Condition        Report By
 FH0782  HISTORY     - 1984     MONUMENTED       NGS
 FH0782  HISTORY     - 1987     GOOD             USPSQD
 FH0782  HISTORY     - 1988     GOOD             USPSQD
 FH0782  HISTORY     - 1989     GOOD             USPSQD
 FH0782  HISTORY     - 1990     GOOD             USPSQD
 FH0782
 FH0782                          STATION DESCRIPTION
 FH0782
 FH0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0782'6.2 KM (3.85 MI) NE FROM LAVACA.
 FH0782'6.2 KM (3.85 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FH0782'LAVACA TO THE MARK ON THE RIGHT, 12.80 METERS (42.0 FT) EAST OF THE
 FH0782'CENTERLINE OF STATE ROUTE 96, 24.35 METERS (79.9 FT) WEST-NORTHWEST OF
 FH0782'THE NORTHWEST CORNER OF A BRICK HOUSE, 23.16 METERS (76.0 FT) NORTH OF
 FH0782'THE APPROXIMATE CENTER OF A DRIVEWAY TO THE BRICK HOUSE, 0.70 METERS
 FH0782'(2.3 FT) NORTH OF A LARGE METAL CORNER POST, AND 0.46 METERS (1.5 FT)
 FH0782'WEST OF A FENCE.
 FH0782'THE MARK IS 0.58 METERS  S FROM A WITNESS POST.
 FH0782'THE MARK IS ABOVE LEVEL WITH HIGHWAY 96.
 FH0782
 FH0782                          STATION RECOVERY (1987)
 FH0782
 FH0782'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0782'RECOVERED IN GOOD CONDITION.
 FH0782
 FH0782                          STATION RECOVERY (1988)
 FH0782
 FH0782'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0782'RECOVERED IN GOOD CONDITION.
 FH0782
 FH0782                          STATION RECOVERY (1989)
 FH0782
 FH0782'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0782'RECOVERED IN GOOD CONDITION.
 FH0782
 FH0782                          STATION RECOVERY (1990)
 FH0782
 FH0782'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1653 ***********************************************************************
 FG1653  DESIGNATION -  Z 296
 FG1653  PID         -  FG1653
 FG1653  STATE/COUNTY-  AR/FRANKLIN
 FG1653  USGS QUAD   -  CECIL (1993)
 FG1653
 FG1653                         *CURRENT SURVEY CONTROL
 FG1653  ___________________________________________________________________
 FG1653* NAD 83(1986)-  35 26 12.     (N)    093 54 25.     (W)     SCALED    
 FG1653* NAVD 88     -       231.470  (meters)     759.41   (feet)  ADJUSTED  
 FG1653  ___________________________________________________________________
 FG1653  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FG1653  DYNAMIC HT  -         231.254 (meters)     758.71  (feet)  COMP
 FG1653  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FG1653
 FG1653  VERT ORDER  -  FIRST     CLASS II
 FG1653
 FG1653.The horizontal coordinates were scaled from a topographic map and have
 FG1653.an estimated accuracy of +/- 6 seconds.
 FG1653
 FG1653.The orthometric height was determined by differential leveling
 FG1653.and adjusted by the National Geodetic Survey in June 1991..
 FG1653
 FG1653.The geoid height was determined by GEOID03.
 FG1653
 FG1653.The dynamic height is computed by dividing the NAVD 88
 FG1653.geopotential number by the normal gravity value computed on the
 FG1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1653.degrees latitude (g = 980.6199 gals.).
 FG1653
 FG1653.The modeled gravity was interpolated from observed gravity values.
 FG1653
 FG1653;                    North         East    Units  Estimated Accuracy
 FG1653;SPC AR N     -   124,080.      226,870.      MT  (+/- 180 meters Scaled)
 FG1653
 FG1653                          SUPERSEDED SURVEY CONTROL
 FG1653
 FG1653.No superseded survey control is available for this station.
 FG1653
 FG1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV176218(NAD 83)
 FG1653_MARKER: DB = BENCH MARK DISK
 FG1653_SETTING: 66 = SET IN ROCK OUTCROP
 FG1653_SP_SET: ROCK OUTCROP
 FG1653_STAMPING: Z 296 1984
 FG1653_MARK LOGO: NGS   
 FG1653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1653+STABILITY: POSITION/ELEVATION WELL
 FG1653
 FG1653  HISTORY     - Date     Condition        Report By
 FG1653  HISTORY     - 1984     MONUMENTED       NGS
 FG1653  HISTORY     - 1987     GOOD             USPSQD
 FG1653  HISTORY     - 1988     GOOD             USPSQD
 FG1653  HISTORY     - 1989     GOOD             USPSQD
 FG1653  HISTORY     - 1990     GOOD             USPSQD
 FG1653
 FG1653                          STATION DESCRIPTION
 FG1653
 FG1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1653'3.7 KM (2.3 MI) EAST FROM CECIL.
 FG1653'3.7 KM (2.3 MI) EAST ALONG STATE ROUTE 96 FROM THE POST OFFICE IN
 FG1653'CECIL TO THE MARK ON THE LEFT, A DISK SET IN AN OUTCROP OF BEDROCK,
 FG1653'7.16 METERS (23.5 FT) NORTH OF THE CENTERLINE OF HIGHWAY 96,
 FG1653'23.87 METERS (78.3 FT) WEST OF THE CENTER OF A DRIVEWAY TO A COUPLE OF
 FG1653'HOUSES, AND 7.77 METERS (25.5 FT) SOUTH OF A BARBWIRE FENCE.
 FG1653'THE MARK IS 0.15 M ABOVE HIGHWAY 96.
 FG1653
 FG1653                          STATION RECOVERY (1987)
 FG1653
 FG1653'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FG1653'RECOVERED IN GOOD CONDITION.
 FG1653
 FG1653                          STATION RECOVERY (1988)
 FG1653
 FG1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FG1653'RECOVERED IN GOOD CONDITION.
 FG1653
 FG1653                          STATION RECOVERY (1989)
 FG1653
 FG1653'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FG1653'RECOVERED IN GOOD CONDITION.
 FG1653
 FG1653                          STATION RECOVERY (1990)
 FG1653
 FG1653'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FG1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0829 ***********************************************************************
 FH0829  DESIGNATION -  Z 298
 FH0829  PID         -  FH0829
 FH0829  STATE/COUNTY-  AR/SEBASTIAN
 FH0829  USGS QUAD   -  GREENWOOD (1987)
 FH0829
 FH0829                         *CURRENT SURVEY CONTROL
 FH0829  ___________________________________________________________________
 FH0829* NAD 83(1986)-  35 08 20.     (N)    094 16 02.     (W)     SCALED    
 FH0829* NAVD 88     -       217.305  (meters)     712.94   (feet)  ADJUSTED  
 FH0829  ___________________________________________________________________
 FH0829  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FH0829  DYNAMIC HT  -         217.090 (meters)     712.24  (feet)  COMP
 FH0829  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 FH0829
 FH0829  VERT ORDER  -  FIRST     CLASS II
 FH0829
 FH0829.The horizontal coordinates were scaled from a topographic map and have
 FH0829.an estimated accuracy of +/- 6 seconds.
 FH0829
 FH0829.The orthometric height was determined by differential leveling
 FH0829.and adjusted by the National Geodetic Survey in June 1991..
 FH0829
 FH0829.The geoid height was determined by GEOID03.
 FH0829
 FH0829.The dynamic height is computed by dividing the NAVD 88
 FH0829.geopotential number by the normal gravity value computed on the
 FH0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0829.degrees latitude (g = 980.6199 gals.).
 FH0829
 FH0829.The modeled gravity was interpolated from observed gravity values.
 FH0829
 FH0829;                    North         East    Units  Estimated Accuracy
 FH0829;SPC AR N     -    91,750.      193,410.      MT  (+/- 180 meters Scaled)
 FH0829
 FH0829                          SUPERSEDED SURVEY CONTROL
 FH0829
 FH0829.No superseded survey control is available for this station.
 FH0829
 FH0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU845891(NAD 83)
 FH0829_MARKER: I = METAL ROD
 FH0829_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0829+WITH SETTING: INFORMATION.
 FH0829_SP_SET: SHALLOW SET METAL ROD
 FH0829_STAMPING: Z 298 1985
 FH0829_MARK LOGO: NGS   
 FH0829_PROJECTION: FLUSH
 FH0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0829_ROD/PIPE-DEPTH: 0.9  meters
 FH0829
 FH0829  HISTORY     - Date     Condition        Report By
 FH0829  HISTORY     - 1985     MONUMENTED       NGS
 FH0829  HISTORY     - 1987     GOOD             USPSQD
 FH0829  HISTORY     - 1987     GOOD             USPSQD
 FH0829  HISTORY     - 1988     GOOD             USPSQD
 FH0829  HISTORY     - 1989     GOOD             USPSQD
 FH0829  HISTORY     - 1990     GOOD             USPSQD
 FH0829
 FH0829                          STATION DESCRIPTION
 FH0829
 FH0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH0829'16.0 KM (9.9 MI) SOUTH FROM GREENWOOD.
 FH0829'5.1 KM (3.15 MI) WEST ALONG STATE ROUTE 10S SPUR FROM THE SEBASTIAN
 FH0829'COUNTY COURTHOUSE IN GREENWOOD, THENCE 10.9 KM (6.75 MI) SOUTH ALONG
 FH0829'U.S. HIGHWAY 71, AT THE JUNCTION OF COUNTY ROAD 39 LEADING SOUTHEAST,
 FH0829'8.8 METERS (29.0 FT) NORTHEAST OF THE APPROXIMATE CENTER OF AN ASPHALT
 FH0829'COUNTY ROAD 39, 32.3 METERS (106.0 FT) NORTHEAST OF THE CENTERLINE OF
 FH0829'HIGHWAY 71, 5.0 METERS (16.3 FT) NORTHWEST OF THE CENTER OF A METAL
 FH0829'GATE AND TRACK PASTURE ROAD LEADING NORTH-NORTHEAST, 0.31 METERS
 FH0829'(1.0 FT) SOUTHWEST OF A FENCE LINE, 1.9 METERS (6.3 FT) NORTHWEST OF A
 FH0829'POWERLINE POLE, AND 19.3 METERS (63.3 FT) SOUTHEAST OF THE SOUTH
 FH0829'CORNER OF A WOODEN LIVESTOCK CORRAL.  NOTE, DRIVEN TO GRADUAL REFUSAL
 FH0829'AND ANCHORED.
 FH0829'THE MARK IS 0.61 M ABOVE COUNTY ROAD.
 FH0829
 FH0829                          STATION RECOVERY (1987)
 FH0829
 FH0829'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 FH0829'RECOVERED IN GOOD CONDITION.
 FH0829
 FH0829                          STATION RECOVERY (1987)
 FH0829
 FH0829'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0829'RECOVERED IN GOOD CONDITION.
 FH0829
 FH0829                          STATION RECOVERY (1988)
 FH0829
 FH0829'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 FH0829'RECOVERED IN GOOD CONDITION.
 FH0829
 FH0829                          STATION RECOVERY (1989)
 FH0829
 FH0829'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FH0829'RECOVERED IN GOOD CONDITION.
 FH0829
 FH0829                          STATION RECOVERY (1990)
 FH0829
 FH0829'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FH0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0687 ***********************************************************************
 EK0687  DESIGNATION -  Z 299
 EK0687  PID         -  EK0687
 EK0687  STATE/COUNTY-  AR/SCOTT
 EK0687  USGS QUAD   -  BOLES (1983)
 EK0687
 EK0687                         *CURRENT SURVEY CONTROL
 EK0687  ___________________________________________________________________
 EK0687* NAD 83(1986)-  34 46 48.     (N)    094 03 07.     (W)     SCALED    
 EK0687* NAVD 88     -       203.622  (meters)     668.05   (feet)  ADJUSTED  
 EK0687  ___________________________________________________________________
 EK0687  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 EK0687  DYNAMIC HT  -         203.408 (meters)     667.35  (feet)  COMP
 EK0687  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 EK0687
 EK0687  VERT ORDER  -  FIRST     CLASS II
 EK0687
 EK0687.The horizontal coordinates were scaled from a topographic map and have
 EK0687.an estimated accuracy of +/- 6 seconds.
 EK0687
 EK0687.The orthometric height was determined by differential leveling
 EK0687.and adjusted by the National Geodetic Survey in June 1991..
 EK0687
 EK0687.The geoid height was determined by GEOID03.
 EK0687
 EK0687.The dynamic height is computed by dividing the NAVD 88
 EK0687.geopotential number by the normal gravity value computed on the
 EK0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0687.degrees latitude (g = 980.6199 gals.).
 EK0687
 EK0687.The modeled gravity was interpolated from observed gravity values.
 EK0687
 EK0687;                    North         East    Units  Estimated Accuracy
 EK0687;SPC AR N     -    51,510.      212,190.      MT  (+/- 180 meters Scaled)
 EK0687
 EK0687                          SUPERSEDED SURVEY CONTROL
 EK0687
 EK0687.No superseded survey control is available for this station.
 EK0687
 EK0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU037491(NAD 83)
 EK0687_MARKER: I = METAL ROD
 EK0687_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0687+WITH SETTING: INFORMATION.
 EK0687_SP_SET: SHALLOW SET METAL ROD
 EK0687_STAMPING: Z 299 1985
 EK0687_MARK LOGO: NGS   
 EK0687_PROJECTION: FLUSH
 EK0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0687_ROD/PIPE-DEPTH: 2.4  meters
 EK0687
 EK0687  HISTORY     - Date     Condition        Report By
 EK0687  HISTORY     - 1985     MONUMENTED       NGS
 EK0687  HISTORY     - 1987     GOOD             USPSQD
 EK0687  HISTORY     - 1988     GOOD             USPSQD
 EK0687  HISTORY     - 1989     GOOD             USPSQD
 EK0687  HISTORY     - 1990     GOOD             USPSQD
 EK0687
 EK0687                          STATION DESCRIPTION
 EK0687
 EK0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0687'0.72 KM (0.45 MI) SOUTH FROM BOLES.
 EK0687'0.72 KM (0.45 MI) SOUTH ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE IN
 EK0687'BOLES, AT A DIRT ROAD LEADING WEST AND ANOTHER DIRT ROAD LEADING NORTH
 EK0687'ALONG HIGHWAY 71, 27.4 METERS (90.0 FT) WEST-NORTHWEST OF THE
 EK0687'CENTERLINE OF HIGHWAY 71, 13.2 METERS (43.4 FT) WEST OF THE
 EK0687'APPROXIMATE CENTER OF THE DIRT ROAD LEADING NORTH, 7.3 METERS
 EK0687'(24.0 FT) NORTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD LEADING
 EK0687'WEST, AND 0.31 METERS (1.0 FT) SOUTH OF A CORNER FENCE POST.  NOTE,
 EK0687'DRIVEN TO REFUSAL.
 EK0687'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 EK0687'THE MARK IS 0.15 M ABOVE DIRT ROAD (WEST).
 EK0687
 EK0687                          STATION RECOVERY (1987)
 EK0687
 EK0687'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0687'RECOVERED IN GOOD CONDITION.
 EK0687
 EK0687                          STATION RECOVERY (1988)
 EK0687
 EK0687'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0687'RECOVERED IN GOOD CONDITION.
 EK0687
 EK0687                          STATION RECOVERY (1989)
 EK0687
 EK0687'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0687'RECOVERED IN GOOD CONDITION.
 EK0687
 EK0687                          STATION RECOVERY (1990)
 EK0687
 EK0687'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0761 ***********************************************************************
 FF0761  DESIGNATION -  Z 3
 FF0761  PID         -  FF0761
 FF0761  STATE/COUNTY-  AR/POINSETT
 FF0761  USGS QUAD   -  TRUMANN (1983)
 FF0761
 FF0761                         *CURRENT SURVEY CONTROL
 FF0761  ___________________________________________________________________
 FF0761* NAD 83(1986)-  35 41 47.     (N)    090 31 14.     (W)     SCALED    
 FF0761* NAVD 88     -        67.567  (meters)     221.68   (feet)  ADJUSTED  
 FF0761  ___________________________________________________________________
 FF0761  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF0761  DYNAMIC HT  -          67.508 (meters)     221.48  (feet)  COMP
 FF0761  MODELED GRAV-     979,770.0   (mgal)                       NAVD 88
 FF0761
 FF0761  VERT ORDER  -  FIRST     CLASS II
 FF0761
 FF0761.The horizontal coordinates were scaled from a topographic map and have
 FF0761.an estimated accuracy of +/- 6 seconds.
 FF0761
 FF0761.The orthometric height was determined by differential leveling
 FF0761.and adjusted by the National Geodetic Survey in June 1991..
 FF0761.WARNING-Repeat measurements at this control monument indicate possible
 FF0761.vertical movement.
 FF0761
 FF0761.The geoid height was determined by GEOID03.
 FF0761
 FF0761.The dynamic height is computed by dividing the NAVD 88
 FF0761.geopotential number by the normal gravity value computed on the
 FF0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0761.degrees latitude (g = 980.6199 gals.).
 FF0761
 FF0761.The modeled gravity was interpolated from observed gravity values.
 FF0761
 FF0761;                    North         East    Units  Estimated Accuracy
 FF0761;SPC AR N     -   152,230.      533,890.      MT  (+/- 180 meters Scaled)
 FF0761
 FF0761                          SUPERSEDED SURVEY CONTROL
 FF0761
 FF0761  NGVD 29 (??/??/??)   67.484  (m)          221.40   (f) ADJUSTED    1 2
 FF0761
 FF0761.Superseded values are not recommended for survey control.
 FF0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0761.See file dsdata.txt to determine how the superseded data were derived.
 FF0761
 FF0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV243531(NAD 83)
 FF0761_MARKER: DB = BENCH MARK DISK
 FF0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0761_STAMPING: 221.404 Z 3 1928
 FF0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0761+STABILITY: SURFACE MOTION
 FF0761
 FF0761  HISTORY     - Date     Condition        Report By
 FF0761  HISTORY     - 1928     MONUMENTED       CGS
 FF0761  HISTORY     - 1956     GOOD             CGS
 FF0761  HISTORY     - 1978     MARK NOT FOUND   USGS
 FF0761
 FF0761                          STATION DESCRIPTION
 FF0761
 FF0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0761'1.8 MI NW FROM TRUMANN.
 FF0761'1.75 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0761'FROM THE STATION AT TRUMANN, 33 FEET NORTHEAST OF NORTHEAST
 FF0761'RAIL, 50 FEET NORTHWEST OF TELEPHONE POLE NO. 434/30, 48 FEET
 FF0761'SOUTHWEST OF CENTER LINE OF A GRAVEL ROAD PARALLEL TO TRACK,
 FF0761'81 FEET SOUTH AND ACROSS ROAD FROM A FENCE CORNER, 198 FEET
 FF0761'SOUTH-SOUTHWEST AND ACROSS ROAD FROM SOUTH CORNER OF A SMALL
 FF0761'WHITE FRAME HOUSE, ABOUT 9 FEET BELOW LEVEL OF TRACK AND SET
 FF0761'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0761
 FF0761                          STATION RECOVERY (1978)
 FF0761
 FF0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FF0761'MEASUREMENTS MADE WOULD PLACE THE MARK IN A ROAD DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1143 ***********************************************************************
 EH1143  DESIGNATION -  Z 30
 EH1143  PID         -  EH1143
 EH1143  STATE/COUNTY-  AR/MONROE
 EH1143  USGS QUAD   -  BRINKLEY (1971)
 EH1143
 EH1143                         *CURRENT SURVEY CONTROL
 EH1143  ___________________________________________________________________
 EH1143* NAD 83(1986)-  34 53 17.     (N)    091 11 40.     (W)     SCALED    
 EH1143* NAVD 88     -        62.888  (meters)     206.32   (feet)  ADJUSTED  
 EH1143  ___________________________________________________________________
 EH1143  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH1143  DYNAMIC HT  -          62.830 (meters)     206.13  (feet)  COMP
 EH1143  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 EH1143
 EH1143  VERT ORDER  -  FIRST     CLASS II
 EH1143
 EH1143.The horizontal coordinates were scaled from a topographic map and have
 EH1143.an estimated accuracy of +/- 6 seconds.
 EH1143
 EH1143.The orthometric height was determined by differential leveling
 EH1143.and adjusted by the National Geodetic Survey in June 1991..
 EH1143
 EH1143.The geoid height was determined by GEOID03.
 EH1143
 EH1143.The dynamic height is computed by dividing the NAVD 88
 EH1143.geopotential number by the normal gravity value computed on the
 EH1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1143.degrees latitude (g = 980.6199 gals.).
 EH1143
 EH1143.The modeled gravity was interpolated from observed gravity values.
 EH1143
 EH1143;                    North         East    Units  Estimated Accuracy
 EH1143;SPC AR S     -   646,680.      473,640.      MT  (+/- 180 meters Scaled)
 EH1143
 EH1143                          SUPERSEDED SURVEY CONTROL
 EH1143
 EH1143  NGVD 29 (??/??/??)   62.890  (m)          206.33   (f) ADJUSTED    1 2
 EH1143
 EH1143.Superseded values are not recommended for survey control.
 EH1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1143.See file dsdata.txt to determine how the superseded data were derived.
 EH1143
 EH1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU649621(NAD 83)
 EH1143_MARKER: DB = BENCH MARK DISK
 EH1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1143_STAMPING: 206.345 Z 30 1933
 EH1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1143+STABILITY: SURFACE MOTION
 EH1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1143+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 EH1143
 EH1143  HISTORY     - Date     Condition        Report By
 EH1143  HISTORY     - 1933     MONUMENTED       CGS
 EH1143  HISTORY     - 1955     GOOD             CGS
 EH1143  HISTORY     - 20030422 GOOD             USACE
 EH1143
 EH1143                          STATION DESCRIPTION
 EH1143
 EH1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1143'IN BRINKLEY.
 EH1143'AT BRINKLEY, AT INTERSECTION OF MAIN AND CEDAR STREETS, AT THE POST
 EH1143'OFFICE, 38 1/2 FEET WEST OF WEST CURB OF MAIN STREET, 101 FEET NORTH
 EH1143'OF NORTH CURB OF CEDAR STREET, 2.2 FEET SOUTH OF SOUTH CURB OF A DRIVE
 EH1143'TO POST OFFICE, 2.2 FEET WEST OF WEST SIDE WALK CURB, 10 1/2 FEET
 EH1143'NORTHEAST OF NORTHEAST CORNER OF POST OFFICE, IN A SMALL LAWN PLOT AND
 EH1143'UNDER SPREADING EVERGREEN BUSH, ABOUT LEVEL WITH TOP OF CURB AND SET
 EH1143'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 EH1143
 EH1143                          STATION RECOVERY (2003)
 EH1143
 EH1143'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0716 ***********************************************************************
 EK0716  DESIGNATION -  Z 300
 EK0716  PID         -  EK0716
 EK0716  STATE/COUNTY-  AR/POLK
 EK0716  USGS QUAD   -  POTTER (1979)
 EK0716
 EK0716                         *CURRENT SURVEY CONTROL
 EK0716  ___________________________________________________________________
 EK0716* NAD 83(1986)-  34 33 07.     (N)    094 18 05.     (W)     SCALED    
 EK0716* NAVD 88     -       305.804  (meters)    1003.29   (feet)  ADJUSTED  
 EK0716  ___________________________________________________________________
 EK0716  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 EK0716  DYNAMIC HT  -         305.471 (meters)    1002.20  (feet)  COMP
 EK0716  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 EK0716
 EK0716  VERT ORDER  -  FIRST     CLASS II
 EK0716
 EK0716.The horizontal coordinates were scaled from a topographic map and have
 EK0716.an estimated accuracy of +/- 6 seconds.
 EK0716
 EK0716.The orthometric height was determined by differential leveling
 EK0716.and adjusted by the National Geodetic Survey in June 1991..
 EK0716
 EK0716.The geoid height was determined by GEOID03.
 EK0716
 EK0716.The dynamic height is computed by dividing the NAVD 88
 EK0716.geopotential number by the normal gravity value computed on the
 EK0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0716.degrees latitude (g = 980.6199 gals.).
 EK0716
 EK0716.The modeled gravity was interpolated from observed gravity values.
 EK0716
 EK0716;                    North         East    Units  Estimated Accuracy
 EK0716;SPC AR S     -   611,480.      188,800.      MT  (+/- 180 meters Scaled)
 EK0716
 EK0716                          SUPERSEDED SURVEY CONTROL
 EK0716
 EK0716.No superseded survey control is available for this station.
 EK0716
 EK0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU805241(NAD 83)
 EK0716_MARKER: DB = BENCH MARK DISK
 EK0716_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0716_SP_SET: BRIDGE PARAPET
 EK0716_STAMPING: Z 300 1985
 EK0716_MARK LOGO: NGS   
 EK0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0716
 EK0716  HISTORY     - Date     Condition        Report By
 EK0716  HISTORY     - 1985     MONUMENTED       NGS
 EK0716  HISTORY     - 1987     GOOD             USPSQD
 EK0716  HISTORY     - 1988     GOOD             USPSQD
 EK0716  HISTORY     - 1989     GOOD             USPSQD
 EK0716  HISTORY     - 1990     GOOD             USPSQD
 EK0716
 EK0716                          STATION DESCRIPTION
 EK0716
 EK0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0716'7.5 KM (4.65 MI) SSW FROM MENA.
 EK0716'7.5 KM (4.65 MI) SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 71 FROM THE KANSAS
 EK0716'CITY SOUTHERN RAILROAD STATION IN MENA, SET IN TOP OF THE NORTH END OF
 EK0716'THE NORTHEAST CONCRETE PARAPET OF THE HIGHWAY BRIDGE OVER MCKINNEY
 EK0716'CREEK, AND 4.9 METERS (16.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 EK0716'HIGHWAY.
 EK0716'THE MARK IS 0.91 M ABOVE HIGHWAY 71.
 EK0716
 EK0716                          STATION RECOVERY (1987)
 EK0716
 EK0716'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 EK0716'RECOVERED IN GOOD CONDITION.
 EK0716
 EK0716                          STATION RECOVERY (1988)
 EK0716
 EK0716'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0716'RECOVERED IN GOOD CONDITION.
 EK0716
 EK0716                          STATION RECOVERY (1989)
 EK0716
 EK0716'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0716'RECOVERED IN GOOD CONDITION.
 EK0716
 EK0716                          STATION RECOVERY (1990)
 EK0716
 EK0716'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0740 ***********************************************************************
 EK0740  DESIGNATION -  Z 301
 EK0740  PID         -  EK0740
 EK0740  STATE/COUNTY-  AR/POLK
 EK0740  USGS QUAD   -  WICKES (1985)
 EK0740
 EK0740                         *CURRENT SURVEY CONTROL
 EK0740  ___________________________________________________________________
 EK0740* NAD 83(1986)-  34 17 12.     (N)    094 20 39.     (W)     SCALED    
 EK0740* NAVD 88     -       312.224  (meters)    1024.35   (feet)  ADJUSTED  
 EK0740  ___________________________________________________________________
 EK0740  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EK0740  DYNAMIC HT  -         311.898 (meters)    1023.29  (feet)  COMP
 EK0740  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 EK0740
 EK0740  VERT ORDER  -  FIRST     CLASS II
 EK0740
 EK0740.The horizontal coordinates were scaled from a topographic map and have
 EK0740.an estimated accuracy of +/- 6 seconds.
 EK0740
 EK0740.The orthometric height was determined by differential leveling
 EK0740.and adjusted by the National Geodetic Survey in June 1991..
 EK0740
 EK0740.The geoid height was determined by GEOID03.
 EK0740
 EK0740.The dynamic height is computed by dividing the NAVD 88
 EK0740.geopotential number by the normal gravity value computed on the
 EK0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0740.degrees latitude (g = 980.6199 gals.).
 EK0740
 EK0740.The modeled gravity was interpolated from observed gravity values.
 EK0740
 EK0740;                    North         East    Units  Estimated Accuracy
 EK0740;SPC AR S     -   582,150.      184,200.      MT  (+/- 180 meters Scaled)
 EK0740
 EK0740                          SUPERSEDED SURVEY CONTROL
 EK0740
 EK0740.No superseded survey control is available for this station.
 EK0740
 EK0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT762947(NAD 83)
 EK0740_MARKER: I = METAL ROD
 EK0740_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0740_SP_SET: STAINLESS STEEL ROD
 EK0740_STAMPING: Z 301 1985
 EK0740_MARK LOGO: NGS   
 EK0740_PROJECTION: FLUSH
 EK0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0740_ROD/PIPE-DEPTH: 4.6  meters
 EK0740
 EK0740  HISTORY     - Date     Condition        Report By
 EK0740  HISTORY     - 1985     MONUMENTED       NGS
 EK0740  HISTORY     - 1988     GOOD             USPSQD
 EK0740  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EK0740  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EK0740
 EK0740                          STATION DESCRIPTION
 EK0740
 EK0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EK0740'2.1 KM (1.3 MI) SOUTH FROM WICKES.
 EK0740'0.16 KM (0.1 MI) WEST ALONG PINE STREET FROM THE POST OFFICE IN
 EK0740'WICKES, THENCE 1.9 KM (1.2 MI) SOUTH ALONG U.S. HIGHWAY 71, AT THE
 EK0740'SOUTHEAST CORNER OF THE SECURITY FENCE AROUND THE SOUTHWEST ARKANSAS
 EK0740'ELECTRIC (WICKES SUBSTATION), 23.9 METERS (78.3 FT) WEST OF THE
 EK0740'CENTERLINE OF HIGHWAY 71 (SLOPE MEASUREMENT), 0.82 METERS (2.7 FT)
 EK0740'EAST OF THE SOUTHEAST CORNER FENCE POST OF THE SECURITY FENCE,
 EK0740'1.8 METERS (6.0 FT) SOUTH-SOUTHEAST OF A 5-GUYED POWERLINE POLE, AND
 EK0740'25.8 METERS (84.7 FT) SOUTH OF THE CENTER OF THE SECURITY FENCE GATE
 EK0740'AND DIRT ENTRANCE ROAD.  NOTE, DRIVEN TO REFUSAL.
 EK0740'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 EK0740'THE MARK IS 1.8 M BELOW HIGHWAY 71.
 EK0740
 EK0740                          STATION RECOVERY (1988)
 EK0740
 EK0740'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS)
 EK0740'RECOVERED IN GOOD CONDITION.
 EK0740
 EK0740                          STATION RECOVERY (1989)
 EK0740
 EK0740'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 EK0740'MARK NOT FOUND.
 EK0740
 EK0740                          STATION RECOVERY (1990)
 EK0740
 EK0740'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EK0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1053 ***********************************************************************
 DM1053  DESIGNATION -  Z 302
 DM1053  PID         -  DM1053
 DM1053  STATE/COUNTY-  AR/SEVIER
 DM1053  USGS QUAD   -  HORATIO (1975)
 DM1053
 DM1053                         *CURRENT SURVEY CONTROL
 DM1053  ___________________________________________________________________
 DM1053* NAD 83(1986)-  33 57 04.     (N)    094 20 07.     (W)     SCALED    
 DM1053* NAVD 88     -       138.247  (meters)     453.57   (feet)  ADJUSTED  
 DM1053  ___________________________________________________________________
 DM1053  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DM1053  DYNAMIC HT  -         138.105 (meters)     453.10  (feet)  COMP
 DM1053  MODELED GRAV-     979,608.8   (mgal)                       NAVD 88
 DM1053
 DM1053  VERT ORDER  -  FIRST     CLASS II
 DM1053
 DM1053.The horizontal coordinates were scaled from a topographic map and have
 DM1053.an estimated accuracy of +/- 6 seconds.
 DM1053
 DM1053.The orthometric height was determined by differential leveling
 DM1053.and adjusted by the National Geodetic Survey in June 1991..
 DM1053
 DM1053.The geoid height was determined by GEOID03.
 DM1053
 DM1053.The dynamic height is computed by dividing the NAVD 88
 DM1053.geopotential number by the normal gravity value computed on the
 DM1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1053.degrees latitude (g = 980.6199 gals.).
 DM1053
 DM1053.The modeled gravity was interpolated from observed gravity values.
 DM1053
 DM1053;                    North         East    Units  Estimated Accuracy
 DM1053;SPC AR S     -   544,920.      184,170.      MT  (+/- 180 meters Scaled)
 DM1053
 DM1053                          SUPERSEDED SURVEY CONTROL
 DM1053
 DM1053.No superseded survey control is available for this station.
 DM1053
 DM1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT766575(NAD 83)
 DM1053_MARKER: I = METAL ROD
 DM1053_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1053_SP_SET: STAINLESS STEEL ROD
 DM1053_STAMPING: Z 302 1985
 DM1053_MARK LOGO: NGS   
 DM1053_PROJECTION: FLUSH
 DM1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1053_ROD/PIPE-DEPTH: 7.3  meters
 DM1053
 DM1053  HISTORY     - Date     Condition        Report By
 DM1053  HISTORY     - 1985     MONUMENTED       NGS
 DM1053  HISTORY     - 1987     GOOD             USPSQD
 DM1053  HISTORY     - 1988     GOOD             USPSQD
 DM1053  HISTORY     - 1989     GOOD             USPSQD
 DM1053  HISTORY     - 1990     GOOD             USPSQD
 DM1053  HISTORY     - 19920823 GOOD             USPSQD
 DM1053
 DM1053                          STATION DESCRIPTION
 DM1053
 DM1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1053'12.9 KM (8.0 MI) SOUTH FROM DE QUEEN.
 DM1053'12.9 KM (8.0 MI) SOUTH ALONG STATE ROUTE 41 FROM THE JUNCTION OF U.S.
 DM1053'HIGHWAYS 71 AND 70 IN DE QUEEN, AT STATE ROUTE 24 LEADING EAST, ALSO
 DM1053'3.1 KM (1.9 MI) NORTHERLY ALONG STATE ROUTE 41 FROM THE POST OFFICE IN
 DM1053'HORATIO, 15.0 METERS (49.2 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DM1053'ROUTE 41, 30.5 METERS (100.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER
 DM1053'OF A GRAVEL ROAD WEST, 0.36 METERS (1.2 FT) SOUTHEAST OF A FENCE LINE,
 DM1053'15.9 METERS (52.0 FT) SOUTHWEST OF A GUYED POWERLINE POLE, 23.7 METERS
 DM1053'(77.6 FT) SOUTHWEST OF A CORNER FENCE POST, AND 14.6 METERS (48.0 FT)
 DM1053'SOUTHWEST OF A TELEPHONE CABLE JUNCTION BOX.  NOTE, DRIVEN TO REFUSAL.
 DM1053'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 DM1053'THE MARK IS 1.2 M ABOVE STATE ROUTE 41.
 DM1053
 DM1053                          STATION RECOVERY (1987)
 DM1053
 DM1053'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1053'RECOVERED IN GOOD CONDITION.
 DM1053
 DM1053                          STATION RECOVERY (1988)
 DM1053
 DM1053'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1053'RECOVERED IN GOOD CONDITION.
 DM1053
 DM1053                          STATION RECOVERY (1989)
 DM1053
 DM1053'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1053'RECOVERED IN GOOD CONDITION.
 DM1053
 DM1053                          STATION RECOVERY (1990)
 DM1053
 DM1053'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1053'RECOVERED IN GOOD CONDITION.
 DM1053
 DM1053                          STATION RECOVERY (1992)
 DM1053
 DM1053'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1086 ***********************************************************************
 DM1086  DESIGNATION -  Z 303
 DM1086  PID         -  DM1086
 DM1086  STATE/COUNTY-  AR/LITTLE RIVER
 DM1086  USGS QUAD   -  ASHDOWN WEST (1975)
 DM1086
 DM1086                         *CURRENT SURVEY CONTROL
 DM1086  ___________________________________________________________________
 DM1086* NAD 83(1986)-  33 40 27.     (N)    094 07 44.     (W)     SCALED    
 DM1086* NAVD 88     -       100.070  (meters)     328.31   (feet)  ADJUSTED  
 DM1086  ___________________________________________________________________
 DM1086  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1086  DYNAMIC HT  -          99.966 (meters)     327.97  (feet)  COMP
 DM1086  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 DM1086
 DM1086  VERT ORDER  -  FIRST     CLASS II
 DM1086
 DM1086.The horizontal coordinates were scaled from a topographic map and have
 DM1086.an estimated accuracy of +/- 6 seconds.
 DM1086
 DM1086.The orthometric height was determined by differential leveling
 DM1086.and adjusted by the National Geodetic Survey in June 1991..
 DM1086
 DM1086.The geoid height was determined by GEOID03.
 DM1086
 DM1086.The dynamic height is computed by dividing the NAVD 88
 DM1086.geopotential number by the normal gravity value computed on the
 DM1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1086.degrees latitude (g = 980.6199 gals.).
 DM1086
 DM1086.The modeled gravity was interpolated from observed gravity values.
 DM1086
 DM1086;                    North         East    Units  Estimated Accuracy
 DM1086;SPC AR S     -   513,800.      202,600.      MT  (+/- 180 meters Scaled)
 DM1086
 DM1086                          SUPERSEDED SURVEY CONTROL
 DM1086
 DM1086.No superseded survey control is available for this station.
 DM1086
 DM1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT953266(NAD 83)
 DM1086_MARKER: I = METAL ROD
 DM1086_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1086_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1086_STAMPING: Z 303 1985
 DM1086_MARK LOGO: NGS   
 DM1086_PROJECTION: FLUSH
 DM1086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1086+STABILITY: POSITION/ELEVATION WELL
 DM1086_ROD/PIPE-DEPTH: 18.3 meters
 DM1086_SLEEVE-DEPTH  : 6.1 meters
 DM1086
 DM1086  HISTORY     - Date     Condition        Report By
 DM1086  HISTORY     - 1985     MONUMENTED       NGS
 DM1086  HISTORY     - 1987     GOOD             USPSQD
 DM1086  HISTORY     - 1988     GOOD             USPSQD
 DM1086  HISTORY     - 1989     GOOD             USPSQD
 DM1086  HISTORY     - 1990     GOOD             USPSQD
 DM1086  HISTORY     - 19920823 GOOD             USPSQD
 DM1086  HISTORY     - 19971025 GOOD             USPSQD
 DM1086
 DM1086                          STATION DESCRIPTION
 DM1086
 DM1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1086'IN ASHDOWN.
 DM1086'IN ASHDOWN, NEAR THE JUNCTION OF NORTHWEST FRONT STREET AND LAWRENCE
 DM1086'STREET, ABOUT TWO BLOCKS NORTH OF THE LITTLE RIVER COUNTY COURTHOUSE,
 DM1086'AT THE SOUTHWEST CORNER OF THE ARKANSAS LOUSIANA GAS COMPANY BUILDING,
 DM1086'13.3 METERS (43.6 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF NW FRONT
 DM1086'STREET, 5.5 METERS (18.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DM1086'GAS COMPANY BUILDING, 2.6 METERS (8.5 FT) EAST OF THE EAST CURB OF THE
 DM1086'PARKING LOT, 9.1 METERS (29.7 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 DM1086'THE SIDEWALK LEADING TO THE ENTRANCE, AND 21.3 METERS (70.0 FT)
 DM1086'NORTHWEST OF THE APPROXIMATE CENTER OF LAWRANCE STREET.
 DM1086'THE MARK IS 1.2 M ABOVE NW FRONT STREET.
 DM1086
 DM1086                          STATION RECOVERY (1987)
 DM1086
 DM1086'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 DM1086'RECOVERED IN GOOD CONDITION.
 DM1086
 DM1086                          STATION RECOVERY (1988)
 DM1086
 DM1086'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 DM1086'RECOVERED IN GOOD CONDITION.
 DM1086
 DM1086                          STATION RECOVERY (1989)
 DM1086
 DM1086'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 DM1086'RECOVERED IN GOOD CONDITION.
 DM1086
 DM1086                          STATION RECOVERY (1990)
 DM1086
 DM1086'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 DM1086'RECOVERED IN GOOD CONDITION.
 DM1086
 DM1086                          STATION RECOVERY (1992)
 DM1086
 DM1086'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 DM1086'RECOVERED IN GOOD CONDITION.
 DM1086
 DM1086                          STATION RECOVERY (1997)
 DM1086
 DM1086'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1094 ***********************************************************************
 DM1094  DESIGNATION -  Z 307
 DM1094  PID         -  DM1094
 DM1094  STATE/COUNTY-  AR/LITTLE RIVER
 DM1094  USGS QUAD   -  ARDEN (1975)
 DM1094
 DM1094                         *CURRENT SURVEY CONTROL
 DM1094  ___________________________________________________________________
 DM1094* NAD 83(1986)-  33 39 53.     (N)    094 16 22.     (W)     SCALED    
 DM1094* NAVD 88     -       101.444  (meters)     332.82   (feet)  ADJUSTED  
 DM1094  ___________________________________________________________________
 DM1094  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DM1094  DYNAMIC HT  -         101.338 (meters)     332.47  (feet)  COMP
 DM1094  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 DM1094
 DM1094  VERT ORDER  -  FIRST     CLASS II
 DM1094
 DM1094.The horizontal coordinates were scaled from a topographic map and have
 DM1094.an estimated accuracy of +/- 6 seconds.
 DM1094
 DM1094.The orthometric height was determined by differential leveling
 DM1094.and adjusted by the National Geodetic Survey in June 1991..
 DM1094
 DM1094.The geoid height was determined by GEOID03.
 DM1094
 DM1094.The dynamic height is computed by dividing the NAVD 88
 DM1094.geopotential number by the normal gravity value computed on the
 DM1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1094.degrees latitude (g = 980.6199 gals.).
 DM1094
 DM1094.The modeled gravity was interpolated from observed gravity values.
 DM1094
 DM1094;                    North         East    Units  Estimated Accuracy
 DM1094;SPC AR S     -   513,040.      189,240.      MT  (+/- 180 meters Scaled)
 DM1094
 DM1094                          SUPERSEDED SURVEY CONTROL
 DM1094
 DM1094.No superseded survey control is available for this station.
 DM1094
 DM1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT819257(NAD 83)
 DM1094_MARKER: I = METAL ROD
 DM1094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1094_SP_SET: STAINLESS STEEL ROD
 DM1094_STAMPING: Z 307 1985
 DM1094_MARK LOGO: NGS   
 DM1094_PROJECTION: RECESSED 1 CENTIMETERS
 DM1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1094_ROD/PIPE-DEPTH: 24.1 meters
 DM1094
 DM1094  HISTORY     - Date     Condition        Report By
 DM1094  HISTORY     - 1985     MONUMENTED       NGS
 DM1094
 DM1094                          STATION DESCRIPTION
 DM1094
 DM1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1094'14.4 KM (8.95 MI) WEST FROM ASHDOWN.
 DM1094'14.4 KM (8.95 MI) WESTERLY ALONG STATE HIGHWAY 32 FROM ITS NORTH
 DM1094'JUNCTION WITH U.S. HIGHWAY 71 IN ASHDOWN, 0.1 KM (0.05 MI) WEST OF THE
 DM1094'WADE CHAPEL METHODIST CHURCH, 11.7 M (38.4 FT) SOUTH OF THE CENTERLINE
 DM1094'OF THE HIGHWAY, AND 6.3 M (20.7 FT) NORTH OF A UTILITY POLE.
 DM1094'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1094'THE MARK IS 1.0 METERS  E FROM  A WITNESS POST AND FENCE
 DM1094'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1262 ***********************************************************************
 GE1262  DESIGNATION -  Z 308
 GE1262  PID         -  GE1262
 GE1262  STATE/COUNTY-  AR/FULTON
 GE1262  USGS QUAD   -  WIRTH (1968)
 GE1262
 GE1262                         *CURRENT SURVEY CONTROL
 GE1262  ___________________________________________________________________
 GE1262* NAD 83(1986)-  36 23 19.     (N)    091 29 08.     (W)     SCALED    
 GE1262* NAVD 88     -       172.868  (meters)     567.15   (feet)  ADJUSTED  
 GE1262  ___________________________________________________________________
 GE1262  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE1262  DYNAMIC HT  -         172.724 (meters)     566.68  (feet)  COMP
 GE1262  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 GE1262
 GE1262  VERT ORDER  -  FIRST     CLASS II
 GE1262
 GE1262.The horizontal coordinates were scaled from a topographic map and have
 GE1262.an estimated accuracy of +/- 6 seconds.
 GE1262
 GE1262.The orthometric height was determined by differential leveling
 GE1262.and adjusted by the National Geodetic Survey in January 1995..
 GE1262
 GE1262.The geoid height was determined by GEOID03.
 GE1262
 GE1262.The dynamic height is computed by dividing the NAVD 88
 GE1262.geopotential number by the normal gravity value computed on the
 GE1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1262.degrees latitude (g = 980.6199 gals.).
 GE1262
 GE1262.The modeled gravity was interpolated from observed gravity values.
 GE1262
 GE1262;                    North         East    Units  Estimated Accuracy
 GE1262;SPC AR N     -   228,150.      446,160.      MT  (+/- 180 meters Scaled)
 GE1262
 GE1262                          SUPERSEDED SURVEY CONTROL
 GE1262
 GE1262  NGVD 29 (10/05/93)  172.753  (m)          566.77   (f) ADJUSTED    1 2
 GE1262
 GE1262.Superseded values are not recommended for survey control.
 GE1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1262.See file dsdata.txt to determine how the superseded data were derived.
 GE1262
 GE1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA358281(NAD 83)
 GE1262_MARKER: DV = VERTICAL CONTROL DISK
 GE1262_SETTING: 66 = SET IN ROCK OUTCROP
 GE1262_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1262_STAMPING: Z 308 1990
 GE1262_MARK LOGO: NGS   
 GE1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1262+STABILITY: POSITION/ELEVATION WELL
 GE1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1262+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1262
 GE1262  HISTORY     - Date     Condition        Report By
 GE1262  HISTORY     - 1990     MONUMENTED       NGS
 GE1262
 GE1262                          STATION DESCRIPTION
 GE1262
 GE1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1262'10.0 KM (6.20 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1262'U.S. HIGHWAY 62 IN HARDY, IN A 2 BY 5-FOOT VERTICAL EXPOSED AREA OF
 GE1262'BEDROCK NEAR THE NORTHEAST END OF A HIGHWAY CUT, 10.6 M (34.8 FT)
 GE1262'SOUTHWEST OF THE HIGHWAY CENTERLINE, 10.1 M (33.1 FT) NORTHEAST OF A
 GE1262'FENCE, 4.7 M (15.4 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD, 1.0 M
 GE1262'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 GE1262'NORTH-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0970 ***********************************************************************
 GF0970  DESIGNATION -  Z 309
 GF0970  PID         -  GF0970
 GF0970  STATE/COUNTY-  AR/BENTON
 GF0970  USGS QUAD   -  GARFIELD (1976)
 GF0970
 GF0970                         *CURRENT SURVEY CONTROL
 GF0970  ___________________________________________________________________
 GF0970* NAD 83(1986)-  36 27 57.     (N)    093 57 13.     (W)     SCALED    
 GF0970* NAVD 88     -       475.119  (meters)    1558.79   (feet)  ADJUSTED  
 GF0970  ___________________________________________________________________
 GF0970  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GF0970  DYNAMIC HT  -         474.700 (meters)    1557.41  (feet)  COMP
 GF0970  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 GF0970
 GF0970  VERT ORDER  -  FIRST     CLASS II
 GF0970
 GF0970.The horizontal coordinates were scaled from a topographic map and have
 GF0970.an estimated accuracy of +/- 6 seconds.
 GF0970
 GF0970.The orthometric height was determined by differential leveling
 GF0970.and adjusted by the National Geodetic Survey in June 1991..
 GF0970
 GF0970.The geoid height was determined by GEOID03.
 GF0970
 GF0970.The dynamic height is computed by dividing the NAVD 88
 GF0970.geopotential number by the normal gravity value computed on the
 GF0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0970.degrees latitude (g = 980.6199 gals.).
 GF0970
 GF0970.The modeled gravity was interpolated from observed gravity values.
 GF0970
 GF0970;                    North         East    Units  Estimated Accuracy
 GF0970;SPC AR N     -   238,330.      224,900.      MT  (+/- 180 meters Scaled)
 GF0970
 GF0970                          SUPERSEDED SURVEY CONTROL
 GF0970
 GF0970  NGVD 29 (10/05/93)  474.960  (m)         1558.26   (f) ADJUSTED    1 2
 GF0970
 GF0970.Superseded values are not recommended for survey control.
 GF0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0970.See file dsdata.txt to determine how the superseded data were derived.
 GF0970
 GF0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA145360(NAD 83)
 GF0970_MARKER: I = METAL ROD
 GF0970_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GF0970+WITH SETTING: INFORMATION.
 GF0970_SP_SET: METAL ROD DRIVEN INTO GROUND
 GF0970_STAMPING: Z 309 1989
 GF0970_MARK LOGO: NGS   
 GF0970_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0970+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0970
 GF0970  HISTORY     - Date     Condition        Report By
 GF0970  HISTORY     - 1989     MONUMENTED       NGS
 GF0970
 GF0970                          STATION DESCRIPTION
 GF0970
 GF0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0970'2.9 KM (1.80 MI) NORTHEASTERLY ALONG U.S HIGHWAY 62 FROM THE POST
 GF0970'OFFICE IN GARFIELD, A METAL ROD DRIVEN TO REFUSAL AT 0.8 M AND FLUSH
 GF0970'WITH GROUND 17.3 M (56.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GF0970'16.9 M (55.4 FT) SOUTH OF A FIRE HYDRANT, 6.1 M (20.0 FT)
 GF0970'NORTH-NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTHEAST,
 GF0970'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 GF0970'NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 GF0970'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0133 ***********************************************************************
 GG0133  DESIGNATION -  Z 31
 GG0133  PID         -  GG0133
 GG0133  STATE/COUNTY-  AR/BENTON
 GG0133  USGS QUAD   -  GRAVETTE (1981)
 GG0133
 GG0133                         *CURRENT SURVEY CONTROL
 GG0133  ___________________________________________________________________
 GG0133* NAD 83(1986)-  36 25 07.     (N)    094 27 21.     (W)     SCALED    
 GG0133* NAVD 88     -       365.980  (meters)    1200.72   (feet)  ADJUSTED  
 GG0133  ___________________________________________________________________
 GG0133  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GG0133  DYNAMIC HT  -         365.672 (meters)    1199.71  (feet)  COMP
 GG0133  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GG0133
 GG0133  VERT ORDER  -  SECOND    CLASS 0
 GG0133
 GG0133.The horizontal coordinates were scaled from a topographic map and have
 GG0133.an estimated accuracy of +/- 6 seconds.
 GG0133
 GG0133.The orthometric height was determined by differential leveling
 GG0133.and adjusted by the National Geodetic Survey in June 1991..
 GG0133
 GG0133.The geoid height was determined by GEOID03.
 GG0133
 GG0133.The dynamic height is computed by dividing the NAVD 88
 GG0133.geopotential number by the normal gravity value computed on the
 GG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0133.degrees latitude (g = 980.6199 gals.).
 GG0133
 GG0133.The modeled gravity was interpolated from observed gravity values.
 GG0133
 GG0133;                    North         East    Units  Estimated Accuracy
 GG0133;SPC AR N     -   234,100.      179,760.      MT  (+/- 180 meters Scaled)
 GG0133
 GG0133                          SUPERSEDED SURVEY CONTROL
 GG0133
 GG0133  NGVD 29 (??/??/92)  365.854  (m)         1200.31   (f) ADJ UNCH    2 0
 GG0133
 GG0133.Superseded values are not recommended for survey control.
 GG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0133.See file dsdata.txt to determine how the superseded data were derived.
 GG0133
 GG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA694313(NAD 83)
 GG0133_MARKER: DB = BENCH MARK DISK
 GG0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0133_STAMPING: Z-31 1934
 GG0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0133+STABILITY: SURFACE MOTION
 GG0133
 GG0133  HISTORY     - Date     Condition        Report By
 GG0133  HISTORY     - 1934     MONUMENTED       CGS
 GG0133  HISTORY     - 1961     GOOD             NGS
 GG0133  HISTORY     - 1987     GOOD             USPSQD
 GG0133  HISTORY     - 1988     GOOD             LOCSUR
 GG0133  HISTORY     - 1989     GOOD             USPSQD
 GG0133  HISTORY     - 1990     GOOD             USPSQD
 GG0133
 GG0133                          STATION DESCRIPTION
 GG0133
 GG0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0133'AT GRAVETTE.
 GG0133'AT CROSSING SOUTH OF KANSAS CITY SOUTHERN RAILROAD DEPOT.  50
 GG0133'FEET SOUTH OF TRACK, 20 FEET WEST OF THE CENTERLINE OF CROSSING.
 GG0133'NOTE-- THE MARK IS ABOUT 3 POLES SOUTH OF MILEPOST 210, IN THE
 GG0133'SE CORNER OF A YARD AT A SMALL WHITE STUCCO HOUSE AND ABOUT 50 FT
 GG0133'WNW OF CENTER OF MAIN TRACKS.
 GG0133
 GG0133                          STATION RECOVERY (1961)
 GG0133
 GG0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GG0133'RECOVERED IN GOOD CONDITION.
 GG0133
 GG0133                          STATION RECOVERY (1987)
 GG0133
 GG0133'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0133'RECOVERED IN GOOD CONDITION.
 GG0133
 GG0133                          STATION RECOVERY (1988)
 GG0133
 GG0133'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (MDW)
 GG0133'RECOVERED IN GOOD CONDITION.
 GG0133
 GG0133                          STATION RECOVERY (1989)
 GG0133
 GG0133'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 GG0133'RECOVERED IN GOOD CONDITION.
 GG0133
 GG0133                          STATION RECOVERY (1990)
 GG0133
 GG0133'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDW)
 GG0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1249 ***********************************************************************
 FH1249  DESIGNATION -  Z 310
 FH1249  PID         -  FH1249
 FH1249  STATE/COUNTY-  AR/WASHINGTON
 FH1249  USGS QUAD   -  WEST FORK (1994)
 FH1249
 FH1249                         *CURRENT SURVEY CONTROL
 FH1249  ___________________________________________________________________
 FH1249* NAD 83(1986)-  35 55 52.     (N)    094 10 51.     (W)     SCALED    
 FH1249* NAVD 88     -       413.810  (meters)    1357.64   (feet)  ADJUSTED  
 FH1249  ___________________________________________________________________
 FH1249  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FH1249  DYNAMIC HT  -         413.429 (meters)    1356.39  (feet)  COMP
 FH1249  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 FH1249
 FH1249  VERT ORDER  -  FIRST     CLASS II
 FH1249
 FH1249.The horizontal coordinates were scaled from a topographic map and have
 FH1249.an estimated accuracy of +/- 6 seconds.
 FH1249
 FH1249.The orthometric height was determined by differential leveling
 FH1249.and adjusted by the National Geodetic Survey in June 1991..
 FH1249
 FH1249.The geoid height was determined by GEOID03.
 FH1249
 FH1249.The dynamic height is computed by dividing the NAVD 88
 FH1249.geopotential number by the normal gravity value computed on the
 FH1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1249.degrees latitude (g = 980.6199 gals.).
 FH1249
 FH1249.The modeled gravity was interpolated from observed gravity values.
 FH1249
 FH1249;                    North         East    Units  Estimated Accuracy
 FH1249;SPC AR N     -   179,440.      203,220.      MT  (+/- 180 meters Scaled)
 FH1249
 FH1249                          SUPERSEDED SURVEY CONTROL
 FH1249
 FH1249  NGVD 29 (10/05/93)  413.649  (m)         1357.11   (f) ADJUSTED    1 2
 FH1249
 FH1249.Superseded values are not recommended for survey control.
 FH1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1249.See file dsdata.txt to determine how the superseded data were derived.
 FH1249
 FH1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV934769(NAD 83)
 FH1249_MARKER: DV = VERTICAL CONTROL DISK
 FH1249_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH1249_SP_SET: HEADWALL
 FH1249_STAMPING: Z 310 1989
 FH1249_MARK LOGO: NGS   
 FH1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1249+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1249
 FH1249  HISTORY     - Date     Condition        Report By
 FH1249  HISTORY     - 1989     MONUMENTED       NGS
 FH1249  HISTORY     - 19990515 GOOD             USPSQD
 FH1249
 FH1249                          STATION DESCRIPTION
 FH1249
 FH1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1249'IN WEST FORK, AT THE INTERSECTION OF STATE HIGHWAY 170 AND U.S.
 FH1249'HIGHWAY 71, IN THE SOUTH END OF THE NORTH CONCRETE HEADWALL OF A
 FH1249'LARGE BOX CULVERT, 35.0 M (114.8 FT) NORTH OF THE EXTENDED CENTER OF
 FH1249'THE STATE HIGHWAY, 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF THE U.S.
 FH1249'HIGHWAY, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 FH1249
 FH1249                          STATION RECOVERY (1999)
 FH1249
 FH1249'RECOVERY NOTE BY US POWER SQUADRON 1999
 FH1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1217 ***********************************************************************
 FH1217  DESIGNATION -  Z 311
 FH1217  PID         -  FH1217
 FH1217  STATE/COUNTY-  AR/CRAWFORD
 FH1217  USGS QUAD   -  MOUNTAINBURG (1983)
 FH1217
 FH1217                         *CURRENT SURVEY CONTROL
 FH1217  ___________________________________________________________________
 FH1217* NAD 83(1986)-  35 37 31.     (N)    094 10 20.     (W)     SCALED    
 FH1217* NAVD 88     -       218.192  (meters)     715.85   (feet)  ADJUSTED  
 FH1217  ___________________________________________________________________
 FH1217  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FH1217  DYNAMIC HT  -         217.992 (meters)     715.20  (feet)  COMP
 FH1217  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 FH1217
 FH1217  VERT ORDER  -  FIRST     CLASS II
 FH1217
 FH1217.The horizontal coordinates were scaled from a topographic map and have
 FH1217.an estimated accuracy of +/- 6 seconds.
 FH1217
 FH1217.The orthometric height was determined by differential leveling
 FH1217.and adjusted by the National Geodetic Survey in June 1991..
 FH1217
 FH1217.The geoid height was determined by GEOID03.
 FH1217
 FH1217.The dynamic height is computed by dividing the NAVD 88
 FH1217.geopotential number by the normal gravity value computed on the
 FH1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1217.degrees latitude (g = 980.6199 gals.).
 FH1217
 FH1217.The modeled gravity was interpolated from observed gravity values.
 FH1217
 FH1217;                    North         East    Units  Estimated Accuracy
 FH1217;SPC AR N     -   145,500.      203,250.      MT  (+/- 180 meters Scaled)
 FH1217
 FH1217                          SUPERSEDED SURVEY CONTROL
 FH1217
 FH1217  NGVD 29 (10/05/93)  218.063  (m)          715.43   (f) ADJUSTED    1 2
 FH1217
 FH1217.Superseded values are not recommended for survey control.
 FH1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1217.See file dsdata.txt to determine how the superseded data were derived.
 FH1217
 FH1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV938430(NAD 83)
 FH1217_MARKER: I = METAL ROD
 FH1217_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1217+WITH SETTING: INFORMATION.
 FH1217_SP_SET: METAL ROD DRIVEN INTO GROUND
 FH1217_STAMPING: Z 311 1989
 FH1217_MARK LOGO: NGS   
 FH1217_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1217+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1217
 FH1217  HISTORY     - Date     Condition        Report By
 FH1217  HISTORY     - 1989     MONUMENTED       NGS
 FH1217
 FH1217                          STATION DESCRIPTION
 FH1217
 FH1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1217'IN MOUNTAINBURG, AT THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE
 FH1217'HIGHWAY 282, A METAL ROD DRIVEN TO REFUSAL AT 1.1 M AND FLUSH WITH
 FH1217'GROUND, 58.5 M (191.9 FT) NORTH OF THE CENTER OF THE STATE HIGHWAY,
 FH1217'16.6 M (54.5 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING NORTHWEST
 FH1217'TO THE SUM VALLEY MOTEL, 15.2 M (49.9 FT) WEST OF THE CENTERLINE OF
 FH1217'THE U.S. HIGHWAY, 11.4 M (37.4 FT) EAST OF UTILITY POLE NUMBER 6007,
 FH1217'1.3 M (4.3 FT) BELOW THE LEVEL OF THE U.S. HIGHWAY, AND 0.8 M (2.6
 FH1217'FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 FH1217'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH1242 ***********************************************************************
 FH1242  DESIGNATION -  Z 312
 FH1242  PID         -  FH1242
 FH1242  STATE/COUNTY-  AR/WASHINGTON
 FH1242  USGS QUAD   -  BRENTWOOD (1983)
 FH1242
 FH1242                         *CURRENT SURVEY CONTROL
 FH1242  ___________________________________________________________________
 FH1242* NAD 83(1986)-  35 50 03.     (N)    094 06 58.     (W)     SCALED    
 FH1242* NAVD 88     -       475.889  (meters)    1561.31   (feet)  ADJUSTED  
 FH1242  ___________________________________________________________________
 FH1242  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FH1242  DYNAMIC HT  -         475.440 (meters)    1559.84  (feet)  COMP
 FH1242  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 FH1242
 FH1242  VERT ORDER  -  FIRST     CLASS II
 FH1242
 FH1242.The horizontal coordinates were scaled from a topographic map and have
 FH1242.an estimated accuracy of +/- 6 seconds.
 FH1242
 FH1242.The orthometric height was determined by differential leveling
 FH1242.and adjusted by the National Geodetic Survey in June 1991..
 FH1242
 FH1242.The geoid height was determined by GEOID03.
 FH1242
 FH1242.The dynamic height is computed by dividing the NAVD 88
 FH1242.geopotential number by the normal gravity value computed on the
 FH1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1242.degrees latitude (g = 980.6199 gals.).
 FH1242
 FH1242.The modeled gravity was interpolated from observed gravity values.
 FH1242
 FH1242;                    North         East    Units  Estimated Accuracy
 FH1242;SPC AR N     -   168,560.      208,830.      MT  (+/- 180 meters Scaled)
 FH1242
 FH1242                          SUPERSEDED SURVEY CONTROL
 FH1242
 FH1242  NGVD 29 (10/05/93)  475.731  (m)         1560.79   (f) ADJUSTED    1 2
 FH1242
 FH1242.Superseded values are not recommended for survey control.
 FH1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1242.See file dsdata.txt to determine how the superseded data were derived.
 FH1242
 FH1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV991661(NAD 83)
 FH1242_MARKER: DV = VERTICAL CONTROL DISK
 FH1242_SETTING: 66 = SET IN ROCK OUTCROP
 FH1242_SP_SET: IN A DRILL HOLE IN BEDROCK
 FH1242_STAMPING: Z 312 1989
 FH1242_MARK LOGO: NGS   
 FH1242_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1242+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1242
 FH1242  HISTORY     - Date     Condition        Report By
 FH1242  HISTORY     - 1989     MONUMENTED       NGS
 FH1242
 FH1242                          STATION DESCRIPTION
 FH1242
 FH1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1242'3.5 KM (2.15 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS JUNCTION
 FH1242'WITH STATE HIGHWAY 74 IN WINSLOW, IN AN EXPOSED AREA OF BEDROCK IN A
 FH1242'HIGHWAY CUT, 11.0 M (36.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FH1242'HIGHWAY, 3.8 M (12.5 FT) SOUTHEAST OF THE NORTHEAST END OF A CONCRETE
 FH1242'PIPE CULVERT, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M
 FH1242'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF2194 ***********************************************************************
 FF2194  DESIGNATION -  Z 314
 FF2194  PID         -  FF2194
 FF2194  STATE/COUNTY-  AR/CRAIGHEAD
 FF2194  USGS QUAD   -  NEEDHAM (1983)
 FF2194
 FF2194                         *CURRENT SURVEY CONTROL
 FF2194  ___________________________________________________________________
 FF2194* NAD 83(1986)-  35 45 44.     (N)    090 35 08.     (W)     SCALED    
 FF2194* NAVD 88     -        68.792  (meters)     225.70   (feet)  ADJUSTED  
 FF2194  ___________________________________________________________________
 FF2194  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FF2194  DYNAMIC HT  -          68.733 (meters)     225.50  (feet)  COMP
 FF2194  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 FF2194
 FF2194  VERT ORDER  -  FIRST     CLASS II
 FF2194
 FF2194.The horizontal coordinates were scaled from a topographic map and have
 FF2194.an estimated accuracy of +/- 6 seconds.
 FF2194
 FF2194.The orthometric height was determined by differential leveling
 FF2194.and adjusted by the National Geodetic Survey in January 1995..
 FF2194
 FF2194.The geoid height was determined by GEOID03.
 FF2194
 FF2194.The dynamic height is computed by dividing the NAVD 88
 FF2194.geopotential number by the normal gravity value computed on the
 FF2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2194.degrees latitude (g = 980.6199 gals.).
 FF2194
 FF2194.The modeled gravity was interpolated from observed gravity values.
 FF2194
 FF2194;                    North         East    Units  Estimated Accuracy
 FF2194;SPC AR N     -   159,440.      527,900.      MT  (+/- 180 meters Scaled)
 FF2194
 FF2194                          SUPERSEDED SURVEY CONTROL
 FF2194
 FF2194  NGVD 29 (10/05/93)   68.712  (m)          225.43   (f) ADJUSTED    1 2
 FF2194
 FF2194.Superseded values are not recommended for survey control.
 FF2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2194.See file dsdata.txt to determine how the superseded data were derived.
 FF2194
 FF2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV182602(NAD 83)
 FF2194_MARKER: I = METAL ROD
 FF2194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2194_SP_SET: STAINLESS STEEL ROD
 FF2194_STAMPING: Z 314 1990
 FF2194_MARK LOGO: NGS   
 FF2194_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2194+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 FF2194
 FF2194  HISTORY     - Date     Condition        Report By
 FF2194  HISTORY     - 1990     MONUMENTED       NGS
 FF2194  HISTORY     - 20020814 GOOD             USACE
 FF2194
 FF2194                          STATION DESCRIPTION
 FF2194
 FF2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2194'2.8 KM (1.75 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 FF2194'FROM THE JUNCTION OF STATE HIGHWAY 158 IN BAY, 43.1 M (141.4 FT)
 FF2194'SOUTHWEST OF THE NEAR RAIL, 34.8 M (114.2 FT) NORTHWEST OF THE CENTER
 FF2194'OF A DRIVEWAY, 32.2 M (105.6 FT) NORTH OF THE NORTHEAST CORNER OF A
 FF2194'HOUSE, 18.3 M (60.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 FF2194'63, 1.6 M (5.2 FT) NORTHWEST OF A UTILITY POLE WITH A GUY WIRE, 0.3 M
 FF2194'(1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 FF2194'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 FF2194'5-INCH LOGO CAP.
 FF2194
 FF2194                          STATION RECOVERY (2002)
 FF2194
 FF2194'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF2194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1226 ***********************************************************************
 GE1226  DESIGNATION -  Z 315
 GE1226  PID         -  GE1226
 GE1226  STATE/COUNTY-  AR/LAWRENCE
 GE1226  USGS QUAD   -  IMBODEN (1981)
 GE1226
 GE1226                         *CURRENT SURVEY CONTROL
 GE1226  ___________________________________________________________________
 GE1226* NAD 83(1986)-  36 10 22.     (N)    091 09 42.     (W)     SCALED    
 GE1226* NAVD 88     -       100.093  (meters)     328.39   (feet)  ADJUSTED  
 GE1226  ___________________________________________________________________
 GE1226  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GE1226  DYNAMIC HT  -         100.010 (meters)     328.12  (feet)  COMP
 GE1226  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GE1226
 GE1226  VERT ORDER  -  FIRST     CLASS II
 GE1226
 GE1226.The horizontal coordinates were scaled from a topographic map and have
 GE1226.an estimated accuracy of +/- 6 seconds.
 GE1226
 GE1226.The orthometric height was determined by differential leveling
 GE1226.and adjusted by the National Geodetic Survey in January 1995..
 GE1226
 GE1226.The geoid height was determined by GEOID03.
 GE1226
 GE1226.The dynamic height is computed by dividing the NAVD 88
 GE1226.geopotential number by the normal gravity value computed on the
 GE1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1226.degrees latitude (g = 980.6199 gals.).
 GE1226
 GE1226.The modeled gravity was interpolated from observed gravity values.
 GE1226
 GE1226;                    North         East    Units  Estimated Accuracy
 GE1226;SPC AR N     -   204,400.      475,420.      MT  (+/- 180 meters Scaled)
 GE1226
 GE1226                          SUPERSEDED SURVEY CONTROL
 GE1226
 GE1226  NGVD 29 (10/05/93)   99.999  (m)          328.08   (f) ADJUSTED    1 2
 GE1226
 GE1226.Superseded values are not recommended for survey control.
 GE1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1226.See file dsdata.txt to determine how the superseded data were derived.
 GE1226
 GE1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA653046(NAD 83)
 GE1226_MARKER: DV = VERTICAL CONTROL DISK
 GE1226_SETTING: 66 = SET IN ROCK OUTCROP
 GE1226_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1226_STAMPING: Z 315 1990
 GE1226_MARK LOGO: NGS   
 GE1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1226+STABILITY: POSITION/ELEVATION WELL
 GE1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1226+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GE1226
 GE1226  HISTORY     - Date     Condition        Report By
 GE1226  HISTORY     - 1990     MONUMENTED       NGS
 GE1226  HISTORY     - 20021026 GOOD             USACE
 GE1226
 GE1226                          STATION DESCRIPTION
 GE1226
 GE1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1226'3.6 KM (2.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1226'U.S. HIGHWAY 62 IN IMBODEN, IN THE NORTHERN 1/3 OF A 10 BY 21-FOOT
 GE1226'AREA OF OUTCROPPING BEDROCK, 65.9 M (216.2 FT) SOUTH OF THE CENTER OF
 GE1226'A GATE AND DRIVEWAY LEADING EAST, 36.1 M (118.4 FT) NORTH OF A
 GE1226'UTILITY POLE, 11.0 M (36.1 FT) EAST OF THE HIGHWAY CENTERLINE, 0.6 M
 GE1226'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF
 GE1226'A WITNESS POST.
 GE1226
 GE1226                          STATION RECOVERY (2002)
 GE1226
 GE1226'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE1242 ***********************************************************************
 GE1242  DESIGNATION -  Z 316
 GE1242  PID         -  GE1242
 GE1242  STATE/COUNTY-  AR/SHARP
 GE1242  USGS QUAD   -  WILLIFORD (1981)
 GE1242
 GE1242                         *CURRENT SURVEY CONTROL
 GE1242  ___________________________________________________________________
 GE1242* NAD 83(1986)-  36 16 16.     (N)    091 20 47.     (W)     SCALED    
 GE1242* NAVD 88     -       115.123  (meters)     377.70   (feet)  ADJUSTED  
 GE1242  ___________________________________________________________________
 GE1242  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GE1242  DYNAMIC HT  -         115.027 (meters)     377.38  (feet)  COMP
 GE1242  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GE1242
 GE1242  VERT ORDER  -  FIRST     CLASS II
 GE1242
 GE1242.The horizontal coordinates were scaled from a topographic map and have
 GE1242.an estimated accuracy of +/- 6 seconds.
 GE1242
 GE1242.The orthometric height was determined by differential leveling
 GE1242.and adjusted by the National Geodetic Survey in January 1995..
 GE1242
 GE1242.The geoid height was determined by GEOID03.
 GE1242
 GE1242.The dynamic height is computed by dividing the NAVD 88
 GE1242.geopotential number by the normal gravity value computed on the
 GE1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1242.degrees latitude (g = 980.6199 gals.).
 GE1242
 GE1242.The modeled gravity was interpolated from observed gravity values.
 GE1242
 GE1242;                    North         East    Units  Estimated Accuracy
 GE1242;SPC AR N     -   215,180.      458,730.      MT  (+/- 180 meters Scaled)
 GE1242
 GE1242                          SUPERSEDED SURVEY CONTROL
 GE1242
 GE1242  NGVD 29 (10/05/93)  115.019  (m)          377.36   (f) ADJUSTED    1 2
 GE1242
 GE1242.Superseded values are not recommended for survey control.
 GE1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1242.See file dsdata.txt to determine how the superseded data were derived.
 GE1242
 GE1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA485152(NAD 83)
 GE1242_MARKER: DV = VERTICAL CONTROL DISK
 GE1242_SETTING: 66 = SET IN ROCK OUTCROP
 GE1242_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1242_STAMPING: Z 316 1990
 GE1242_MARK LOGO: NGS   
 GE1242_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1242+STABILITY: POSITION/ELEVATION WELL
 GE1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1242+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1242
 GE1242  HISTORY     - Date     Condition        Report By
 GE1242  HISTORY     - 1990     MONUMENTED       NGS
 GE1242
 GE1242                          STATION DESCRIPTION
 GE1242
 GE1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1242'3.2 KM (2.00 MI) NORTHERLY ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 GE1242'IN WILLIFORD, IN THE WESTERN 1/3 OF A 3 BY 5-FOOT AREA OF OUTCROPPING
 GE1242'BEDROCK, 39.2 M (128.6 FT) WEST OF THE NORTH END OF A 36-INCH PIPE
 GE1242'CULVERT, 8.5 M (27.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M
 GE1242'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A
 GE1242'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0069 ***********************************************************************
 FF0069  DESIGNATION -  Z 32
 FF0069  PID         -  FF0069
 FF0069  STATE/COUNTY-  AR/MISSISSIPPI
 FF0069  USGS QUAD   -  LEACHVILLE (1983)
 FF0069
 FF0069                         *CURRENT SURVEY CONTROL
 FF0069  ___________________________________________________________________
 FF0069* NAD 83(1986)-  35 56 40.     (N)    090 15 24.     (W)     SCALED    
 FF0069* NAVD 88     -        72.864  (meters)     239.05   (feet)  ADJUSTED  
 FF0069  ___________________________________________________________________
 FF0069  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FF0069  DYNAMIC HT  -          72.802 (meters)     238.85  (feet)  COMP
 FF0069  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FF0069
 FF0069  VERT ORDER  -  FIRST     CLASS II
 FF0069
 FF0069.The horizontal coordinates were scaled from a topographic map and have
 FF0069.an estimated accuracy of +/- 6 seconds.
 FF0069
 FF0069.The orthometric height was determined by differential leveling
 FF0069.and adjusted by the National Geodetic Survey in June 1991..
 FF0069
 FF0069.The geoid height was determined by GEOID03.
 FF0069
 FF0069.The dynamic height is computed by dividing the NAVD 88
 FF0069.geopotential number by the normal gravity value computed on the
 FF0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0069.degrees latitude (g = 980.6199 gals.).
 FF0069
 FF0069.The modeled gravity was interpolated from observed gravity values.
 FF0069
 FF0069;                    North         East    Units  Estimated Accuracy
 FF0069;SPC AR N     -   180,130.      557,280.      MT  (+/- 180 meters Scaled)
 FF0069
 FF0069                          SUPERSEDED SURVEY CONTROL
 FF0069
 FF0069  NGVD 29 (??/??/??)   72.852  (m)          239.02   (f) ADJUSTED    1 2
 FF0069
 FF0069.Superseded values are not recommended for survey control.
 FF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0069.See file dsdata.txt to determine how the superseded data were derived.
 FF0069
 FF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV474812(NAD 83)
 FF0069_MARKER: DB = BENCH MARK DISK
 FF0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0069_STAMPING: Z 32 1933
 FF0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0069+STABILITY: SURFACE MOTION
 FF0069
 FF0069  HISTORY     - Date     Condition        Report By
 FF0069  HISTORY     - 1933     MONUMENTED       CGS
 FF0069  HISTORY     - 1956     GOOD             CGS
 FF0069  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0069
 FF0069                          STATION DESCRIPTION
 FF0069
 FF0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0069'0.4 MI N FROM LEACHVILLE.
 FF0069'ABOUT 0.45 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0069'FROM THE STATION AT LEACHVILLE, ABOUT 73 YARDS SOUTH OF A SIGN
 FF0069'YARD LIMIT, ABOUT 115 YARDS SOUTH OF A DIRT ROAD CROSSING, 9
 FF0069'FEET WEST OF WEST RAIL, 37 FEET WEST-SOUTHWEST AND ACROSS TRACK
 FF0069'FROM MILE POLE 247, 92 1/2 FEET WEST AND ACROSS TRACK FROM
 FF0069'CENTER LINE OF STATE HIGHWAY 77, 5 FEET EAST OF A FENCE LINE, 24
 FF0069'FEET NORTHEAST OF A 50-INCH OAK TREE, ABOUT 1 FOOT BELOW LEVEL
 FF0069'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 FF0069'INCH.
 FF0069
 FF0069                          STATION RECOVERY (2002)
 FF0069
 FF0069'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0218 ***********************************************************************
 GG0218  DESIGNATION -  Z 33
 GG0218  PID         -  GG0218
 GG0218  STATE/COUNTY-  AR/BENTON
 GG0218  USGS QUAD   -  COLCORD NE (1971)
 GG0218
 GG0218                         *CURRENT SURVEY CONTROL
 GG0218  ___________________________________________________________________
 GG0218* NAD 83(1986)-  36 29 57.     (N)    094 35 45.     (W)     SCALED    
 GG0218* NAVD 88     -       286.660  (meters)     940.48   (feet)  ADJUSTED  
 GG0218  ___________________________________________________________________
 GG0218  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GG0218  DYNAMIC HT  -         286.414 (meters)     939.68  (feet)  COMP
 GG0218  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 GG0218
 GG0218  VERT ORDER  -  SECOND    CLASS 0
 GG0218
 GG0218.The horizontal coordinates were scaled from a topographic map and have
 GG0218.an estimated accuracy of +/- 6 seconds.
 GG0218
 GG0218.The orthometric height was determined by differential leveling
 GG0218.and adjusted by the National Geodetic Survey in June 1991..
 GG0218
 GG0218.The geoid height was determined by GEOID03.
 GG0218
 GG0218.The dynamic height is computed by dividing the NAVD 88
 GG0218.geopotential number by the normal gravity value computed on the
 GG0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0218.degrees latitude (g = 980.6199 gals.).
 GG0218
 GG0218.The modeled gravity was interpolated from observed gravity values.
 GG0218
 GG0218;                    North         East    Units  Estimated Accuracy
 GG0218;SPC AR N     -   243,360.      167,450.      MT  (+/- 180 meters Scaled)
 GG0218
 GG0218                          SUPERSEDED SURVEY CONTROL
 GG0218
 GG0218  NGVD 29 (??/??/92)  286.546  (m)          940.11   (f) ADJ UNCH    2 0
 GG0218
 GG0218.Superseded values are not recommended for survey control.
 GG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0218.See file dsdata.txt to determine how the superseded data were derived.
 GG0218
 GG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA570405(NAD 83)
 GG0218_MARKER: DB = BENCH MARK DISK
 GG0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0218_STAMPING: Z 33 1934
 GG0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0218+STABILITY: SURFACE MOTION
 GG0218
 GG0218  HISTORY     - Date     Condition        Report By
 GG0218  HISTORY     - 1934     MONUMENTED       CGS
 GG0218  HISTORY     - 1964     GOOD             USGS
 GG0218
 GG0218                          STATION DESCRIPTION
 GG0218
 GG0218'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GG0218'1.2 MI E FROM SOUTHWEST CITY.
 GG0218'SOUTHWEST CITY, MC DONALD COUNTY, 1.0 MI. S. AND 0.6 MI.
 GG0218'E. OF, T. 20 N., R. 34 W., IN NE 1/4 SEC. 3, AT MO.-ARK. STATE
 GG0218'LINE, 10 FT. N. AND 154. FT. W. OF CENTERLINE RD. AT FE. NE,
 GG0218'36 FT. SW OF CENTERLINE OF RD., 130 FT. SE OF STATE LINE MARKER,
 GG0218'IN THE TOP OF A CONC. POST A STANDARD USC AND GS DISK STAMPED
 GG0218'Z 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0336 ***********************************************************************
 GF0336  DESIGNATION -  Z 35
 GF0336  PID         -  GF0336
 GF0336  STATE/COUNTY-  AR/BOONE
 GF0336  USGS QUAD   -  BERGMAN (1975)
 GF0336
 GF0336                         *CURRENT SURVEY CONTROL
 GF0336  ___________________________________________________________________
 GF0336* NAD 83(1986)-  36 19 02.     (N)    093 00 53.     (W)     SCALED    
 GF0336* NAVD 88     -       370.575  (meters)    1215.79   (feet)  ADJUSTED  
 GF0336  ___________________________________________________________________
 GF0336  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0336  DYNAMIC HT  -         370.246 (meters)    1214.72  (feet)  COMP
 GF0336  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GF0336
 GF0336  VERT ORDER  -  SECOND    CLASS 0
 GF0336
 GF0336.The horizontal coordinates were scaled from a topographic map and have
 GF0336.an estimated accuracy of +/- 6 seconds.
 GF0336
 GF0336.The orthometric height was determined by differential leveling
 GF0336.and adjusted by the National Geodetic Survey in June 1991..
 GF0336
 GF0336.The geoid height was determined by GEOID03.
 GF0336
 GF0336.The dynamic height is computed by dividing the NAVD 88
 GF0336.geopotential number by the normal gravity value computed on the
 GF0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0336.degrees latitude (g = 980.6199 gals.).
 GF0336
 GF0336.The modeled gravity was interpolated from observed gravity values.
 GF0336
 GF0336;                    North         East    Units  Estimated Accuracy
 GF0336;SPC AR N     -   220,570.      308,880.      MT  (+/- 180 meters Scaled)
 GF0336
 GF0336                          SUPERSEDED SURVEY CONTROL
 GF0336
 GF0336  NGVD 29 (??/??/92)  370.437  (m)         1215.34   (f) ADJ UNCH    2 0
 GF0336
 GF0336.Superseded values are not recommended for survey control.
 GF0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0336.See file dsdata.txt to determine how the superseded data were derived.
 GF0336
 GF0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA986191(NAD 83)
 GF0336_MARKER: DB = BENCH MARK DISK
 GF0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0336_SP_SET: PIER
 GF0336_STAMPING: Z-35 1934
 GF0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0336
 GF0336  HISTORY     - Date     Condition        Report By
 GF0336  HISTORY     - 1934     MONUMENTED       CGS
 GF0336  HISTORY     - 1934     GOOD             NGS
 GF0336
 GF0336                          STATION DESCRIPTION
 GF0336
 GF0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0336'5 MI W FROM BERGMAN.
 GF0336'ABOUT .5 MILE WEST OF BERGMAN, ALONG MISSOURI PACIFIC R.R.,
 GF0336'AT M.P. 416 AND CONCRETE HIGHWAY BRIDGE OVER RAILROAD, SET
 GF0336'IN THE NORTH FACE OF FIRST PIER SOUTH OF THE RAILROAD, 2.3
 GF0336'FEET ABOVE THE TOP OF RAILS, 1 FT. EAST OF THE NORTH EDGE OF
 GF0336'PIER, 24.5 FEET SOUTH OF CENTERLINE OF RAILROAD, TABLET SET
 GF0336'VERTICALLY IN CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0045 ***********************************************************************
 GF0045  DESIGNATION -  Z 37
 GF0045  PID         -  GF0045
 GF0045  STATE/COUNTY-  AR/BAXTER
 GF0045  USGS QUAD   -  BUFFALO CITY (1966)
 GF0045
 GF0045                         *CURRENT SURVEY CONTROL
 GF0045  ___________________________________________________________________
 GF0045* NAD 83(1986)-  36 11 08.     (N)    092 28 16.     (W)     SCALED    
 GF0045* NAVD 88     -       131.277  (meters)     430.70   (feet)  ADJUSTED  
 GF0045  ___________________________________________________________________
 GF0045  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GF0045  DYNAMIC HT  -         131.163 (meters)     430.32  (feet)  COMP
 GF0045  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 GF0045
 GF0045  VERT ORDER  -  SECOND    CLASS 0
 GF0045
 GF0045.The horizontal coordinates were scaled from a topographic map and have
 GF0045.an estimated accuracy of +/- 6 seconds.
 GF0045
 GF0045.The orthometric height was determined by differential leveling
 GF0045.and adjusted by the National Geodetic Survey in June 1991..
 GF0045
 GF0045.The geoid height was determined by GEOID03.
 GF0045
 GF0045.The dynamic height is computed by dividing the NAVD 88
 GF0045.geopotential number by the normal gravity value computed on the
 GF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0045.degrees latitude (g = 980.6199 gals.).
 GF0045
 GF0045.The modeled gravity was interpolated from observed gravity values.
 GF0045
 GF0045;                    North         East    Units  Estimated Accuracy
 GF0045;SPC AR N     -   205,600.      357,620.      MT  (+/- 180 meters Scaled)
 GF0045
 GF0045                          SUPERSEDED SURVEY CONTROL
 GF0045
 GF0045  NGVD 29 (??/??/92)  131.168  (m)          430.34   (f) ADJ UNCH    2 0
 GF0045
 GF0045.Superseded values are not recommended for survey control.
 GF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0045.See file dsdata.txt to determine how the superseded data were derived.
 GF0045
 GF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA475046(NAD 83)
 GF0045_MARKER: DB = BENCH MARK DISK
 GF0045_SETTING: 66 = SET IN ROCK OUTCROP
 GF0045_SP_SET: ROCK OUTCROP
 GF0045_STAMPING: Z-37 1934
 GF0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0045+STABILITY: POSITION/ELEVATION WELL
 GF0045
 GF0045  HISTORY     - Date     Condition        Report By
 GF0045  HISTORY     - 1934     MONUMENTED       CGS
 GF0045
 GF0045                          STATION DESCRIPTION
 GF0045
 GF0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0045'2.2 MI NW FROM BUFFALO.
 GF0045'60 FEET NORTHWEST OF POLE 371-27, 9.3 FEET NORTHEAST OF RAILROAD
 GF0045'CENTERLINE, 2.5 FEET ABOVE THE TOP OF RAILS.  TABLET SET VERTICALLY
 GF0045'IN LIMESTONE OUTCROP IN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0571 ***********************************************************************
 GE0571  DESIGNATION -  Z 38
 GE0571  PID         -  GE0571
 GE0571  STATE/COUNTY-  AR/FULTON
 GE0571  USGS QUAD   -  SALEM KNOB (1984)
 GE0571
 GE0571                         *CURRENT SURVEY CONTROL
 GE0571  ___________________________________________________________________
 GE0571* NAD 83(1986)-  36 22 33.     (N)    091 51 05.     (W)     SCALED    
 GE0571* NAVD 88     -       243.916  (meters)     800.25   (feet)  ADJUSTED  
 GE0571  ___________________________________________________________________
 GE0571  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GE0571  DYNAMIC HT  -         243.712 (meters)     799.58  (feet)  COMP
 GE0571  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 GE0571
 GE0571  VERT ORDER  -  SECOND    CLASS 0
 GE0571
 GE0571.The horizontal coordinates were scaled from a topographic map and have
 GE0571.an estimated accuracy of +/- 6 seconds.
 GE0571
 GE0571.The orthometric height was determined by differential leveling
 GE0571.and adjusted by the National Geodetic Survey in June 1991..
 GE0571
 GE0571.The geoid height was determined by GEOID03.
 GE0571
 GE0571.The dynamic height is computed by dividing the NAVD 88
 GE0571.geopotential number by the normal gravity value computed on the
 GE0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0571.degrees latitude (g = 980.6199 gals.).
 GE0571
 GE0571.The modeled gravity was interpolated from observed gravity values.
 GE0571
 GE0571;                    North         East    Units  Estimated Accuracy
 GE0571;SPC AR N     -   226,620.      413,340.      MT  (+/- 180 meters Scaled)
 GE0571
 GE0571                          SUPERSEDED SURVEY CONTROL
 GE0571
 GE0571  NGVD 29 (??/??/92)  243.806  (m)          799.89   (f) ADJ UNCH    2 0
 GE0571
 GE0571.Superseded values are not recommended for survey control.
 GE0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0571.See file dsdata.txt to determine how the superseded data were derived.
 GE0571
 GE0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA030262(NAD 83)
 GE0571_MARKER: DB = BENCH MARK DISK
 GE0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0571_STAMPING: Z 38 1934
 GE0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0571+STABILITY: SURFACE MOTION
 GE0571
 GE0571  HISTORY     - Date     Condition        Report By
 GE0571  HISTORY     - 1934     MONUMENTED       CGS
 GE0571  HISTORY     - 1979     MARK NOT FOUND   USGS
 GE0571
 GE0571                          STATION DESCRIPTION
 GE0571
 GE0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0571'1.7 MI W FROM SALEM.
 GE0571'1.7 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COUNTY COURTHOUSE
 GE0571'AT SALEM, FULTON COUNTY, AT THE TOP OF A KNOLL, 210 FEET EAST
 GE0571'OF THE EAST END OF A CURVE, NORTH ACROSS THE HIGHWAY FROM THE
 GE0571'FARMHOUSE OWNED IN 1934 BY MARION RISNER, 57.5 FEET EAST OF THE
 GE0571'CETER OF A FIELD GATE ON THE NORTH SIDE OF THE HIGHWAY, 51.3
 GE0571'FEET NORTHEAST OF THE RISNER MAILBOX, 31 FEET NORTH OF THE
 GE0571'CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE PROPERTY
 GE0571'LINE FENCE.  A STANDARD DISK, STAMPED Z 38 1934 AND SET IN THE
 GE0571'TOP OF A CONCRETE POST.
 GE0571
 GE0571                          STATION RECOVERY (1979)
 GE0571
 GE0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GE0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1742 ***********************************************************************
 FF1742  DESIGNATION -  Z 39
 FF1742  PID         -  FF1742
 FF1742  STATE/COUNTY-  AR/IZARD
 FF1742  USGS QUAD   -  GUION (1964)
 FF1742
 FF1742                         *CURRENT SURVEY CONTROL
 FF1742  ___________________________________________________________________
 FF1742* NAD 83(1986)-  35 55 38.     (N)    091 59 56.     (W)     SCALED    
 FF1742* NAVD 88     -        98.253  (meters)     322.35   (feet)  ADJUSTED  
 FF1742  ___________________________________________________________________
 FF1742  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FF1742  DYNAMIC HT  -          98.169 (meters)     322.08  (feet)  COMP
 FF1742  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 FF1742
 FF1742  VERT ORDER  -  SECOND    CLASS 0
 FF1742
 FF1742.The horizontal coordinates were scaled from a topographic map and have
 FF1742.an estimated accuracy of +/- 6 seconds.
 FF1742
 FF1742.The orthometric height was determined by differential leveling
 FF1742.and adjusted by the National Geodetic Survey in June 1991..
 FF1742
 FF1742.The geoid height was determined by GEOID03.
 FF1742
 FF1742.The dynamic height is computed by dividing the NAVD 88
 FF1742.geopotential number by the normal gravity value computed on the
 FF1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1742.degrees latitude (g = 980.6199 gals.).
 FF1742
 FF1742.The modeled gravity was interpolated from observed gravity values.
 FF1742
 FF1742;                    North         East    Units  Estimated Accuracy
 FF1742;SPC AR N     -   176,830.      400,100.      MT  (+/- 180 meters Scaled)
 FF1742
 FF1742                          SUPERSEDED SURVEY CONTROL
 FF1742
 FF1742  NGVD 29 (??/??/??)   98.161  (m)          322.05   (f) ADJUSTED    2 0
 FF1742
 FF1742.Superseded values are not recommended for survey control.
 FF1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1742.See file dsdata.txt to determine how the superseded data were derived.
 FF1742
 FF1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV903763(NAD 83)
 FF1742_MARKER: DB = BENCH MARK DISK
 FF1742_SETTING: 80 = SET IN A BOULDER
 FF1742_SP_SET: LIMESTONE BOULDER
 FF1742_STAMPING: Z-39 1934
 FF1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1742+STABILITY: SURFACE MOTION
 FF1742
 FF1742  HISTORY     - Date     Condition        Report By
 FF1742  HISTORY     - 1934     MONUMENTED       CGS
 FF1742
 FF1742                          STATION DESCRIPTION
 FF1742
 FF1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF1742'4.2 MI NW FROM GUION.
 FF1742'0.5 MI. W. OF MP 316.  15 FEET NORTHWEST OF RAILROAD CENTERLINE. ABOUT
 FF1742'0.5 FT. ABOVE TOP OF RAILS.  AT CENTER OF CUT AND IN TOP OF A
 FF1742'LIMESTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GE0638 ***********************************************************************
 GE0638  DESIGNATION -  Z 40
 GE0638  PID         -  GE0638
 GE0638  STATE/COUNTY-  AR/SHARP
 GE0638  USGS QUAD   -  EVENING SHADE (1961)
 GE0638
 GE0638                         *CURRENT SURVEY CONTROL
 GE0638  ___________________________________________________________________
 GE0638* NAD 83(1986)-  36 04 50.     (N)    091 36 39.     (W)     SCALED    
 GE0638* NAVD 88     -       137.222  (meters)     450.20   (feet)  ADJUSTED  
 GE0638  ___________________________________________________________________
 GE0638  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GE0638  DYNAMIC HT  -         137.105 (meters)     449.82  (feet)  COMP
 GE0638  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GE0638
 GE0638  VERT ORDER  -  SECOND    CLASS 0
 GE0638
 GE0638.The horizontal coordinates were scaled from a topographic map and have
 GE0638.an estimated accuracy of +/- 6 seconds.
 GE0638
 GE0638.The orthometric height was determined by differential leveling
 GE0638.and adjusted by the National Geodetic Survey in June 1991..
 GE0638.WARNING-Repeat measurements at this control monument indicate possible
 GE0638.vertical movement.
 GE0638
 GE0638.The geoid height was determined by GEOID03.
 GE0638
 GE0638.The dynamic height is computed by dividing the NAVD 88
 GE0638.geopotential number by the normal gravity value computed on the
 GE0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0638.degrees latitude (g = 980.6199 gals.).
 GE0638
 GE0638.The modeled gravity was interpolated from observed gravity values.
 GE0638
 GE0638;                    North         East    Units  Estimated Accuracy
 GE0638;SPC AR N     -   193,910.      435,050.      MT  (+/- 180 meters Scaled)
 GE0638
 GE0638                          SUPERSEDED SURVEY CONTROL
 GE0638
 GE0638  NGVD 29 (??/??/92)  137.130  (m)          449.90   (f) ADJ UNCH    2 0
 GE0638
 GE0638.Superseded values are not recommended for survey control.
 GE0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0638.See file dsdata.txt to determine how the superseded data were derived.
 GE0638
 GE0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV250937(NAD 83)
 GE0638_MARKER: DB = BENCH MARK DISK
 GE0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0638_SP_SET: BRIDGE
 GE0638_STAMPING: Z 40 1934 449.809
 GE0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0638
 GE0638  HISTORY     - Date     Condition        Report By
 GE0638  HISTORY     - 1934     MONUMENTED       CGS
 GE0638  HISTORY     - 1955     GOOD             NGS
 GE0638  HISTORY     - 1960     MARK NOT FOUND   NGS
 GE0638
 GE0638                          STATION DESCRIPTION
 GE0638
 GE0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GE0638'1 MI N FROM EVENING SHADE.
 GE0638'0.25 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GE0638'EVENING SHADE, THENCE 0.75 MILE NORTH ALONG STATE HIGHWAY 11,
 GE0638'16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 GE0638'OF THE SOUTHWEST END OF THE NORTHEAST CONCRETE WINGWALL OF THE
 GE0638'SOUTH BRIDGE OVER PINEY CREEK.
 GE0638
 GE0638                          STATION RECOVERY (1960)
 GE0638
 GE0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GE0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0927 ***********************************************************************
 FF0927  DESIGNATION -  Z 42
 FF0927  PID         -  FF0927
 FF0927  STATE/COUNTY-  AR/INDEPENDENCE
 FF0927  USGS QUAD   -  CHARLOTTE (1981)
 FF0927
 FF0927                         *CURRENT SURVEY CONTROL
 FF0927  ___________________________________________________________________
 FF0927* NAD 83(1986)-  35 49 52.     (N)    091 25 00.     (W)     SCALED    
 FF0927* NAVD 88     -       136.651  (meters)     448.33   (feet)  ADJUSTED  
 FF0927  ___________________________________________________________________
 FF0927  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FF0927  DYNAMIC HT  -         136.533 (meters)     447.94  (feet)  COMP
 FF0927  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 FF0927
 FF0927  VERT ORDER  -  SECOND    CLASS 0
 FF0927
 FF0927.The horizontal coordinates were scaled from a topographic map and have
 FF0927.an estimated accuracy of +/- 6 seconds.
 FF0927
 FF0927.The orthometric height was determined by differential leveling
 FF0927.and adjusted by the National Geodetic Survey in June 1991..
 FF0927
 FF0927.The geoid height was determined by GEOID03.
 FF0927
 FF0927.The dynamic height is computed by dividing the NAVD 88
 FF0927.geopotential number by the normal gravity value computed on the
 FF0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0927.degrees latitude (g = 980.6199 gals.).
 FF0927
 FF0927.The modeled gravity was interpolated from observed gravity values.
 FF0927
 FF0927;                    North         East    Units  Estimated Accuracy
 FF0927;SPC AR N     -   166,320.      452,700.      MT  (+/- 180 meters Scaled)
 FF0927
 FF0927                          SUPERSEDED SURVEY CONTROL
 FF0927
 FF0927  NGVD 29 (??/??/??)  136.571  (m)          448.07   (f) ADJUSTED    2 0
 FF0927
 FF0927.Superseded values are not recommended for survey control.
 FF0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0927.See file dsdata.txt to determine how the superseded data were derived.
 FF0927
 FF0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV430663(NAD 83)
 FF0927_MARKER: DB = BENCH MARK DISK
 FF0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0927_STAMPING: Z 42 1935 448.067
 FF0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0927+STABILITY: SURFACE MOTION
 FF0927
 FF0927  HISTORY     - Date     Condition        Report By
 FF0927  HISTORY     - 1935     MONUMENTED       CGS
 FF0927  HISTORY     - 1949     GOOD             CGS
 FF0927  HISTORY     - 20020925 MARK NOT FOUND   USACE
 FF0927
 FF0927                          STATION DESCRIPTION
 FF0927
 FF0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF0927'1.8 MI NE FROM CHARLOTTE.
 FF0927'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT
 FF0927'CHARLOTTE, ABOUT 225 FEET EAST OF A TURN, 25.5 FEET WEST OF THE
 FF0927'CENTERLINE OF THE GATE TO THE SMALL FARMHOUSE OWNED BY J.L.
 FF0927'BROWN, 44 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE,
 FF0927'21 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET
 FF0927'SOUTH OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED Z 42
 FF0927'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS IN
 FF0927'EXCELLENT CONDITION.  THE LAND IN QUESTION AND THE SMALL FARMHOUSE
 FF0927'IN PARTICULAR IS OWNED NOW BY DR. H.H. BROWN, WALNUT GROVE,
 FF0927'ARKANSAS, SON OF FORMER OWNER J.L. BROWN, NOW DECEASED.
 FF0927
 FF0927                          STATION RECOVERY (2002)
 FF0927
 FF0927'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1569 ***********************************************************************
 FF1569  DESIGNATION -  Z 43
 FF1569  PID         -  FF1569
 FF1569  STATE/COUNTY-  AR/INDEPENDENCE
 FF1569  USGS QUAD   -  SULPHUR ROCK (1989)
 FF1569
 FF1569                         *CURRENT SURVEY CONTROL
 FF1569  ___________________________________________________________________
 FF1569* NAD 83(1986)-  35 47 02.     (N)    091 36 04.     (W)     SCALED    
 FF1569* NAVD 88     -        97.330  (meters)     319.32   (feet)  ADJUSTED  
 FF1569  ___________________________________________________________________
 FF1569  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FF1569  DYNAMIC HT  -          97.246 (meters)     319.05  (feet)  COMP
 FF1569  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 FF1569
 FF1569  VERT ORDER  -  SECOND    CLASS 0
 FF1569
 FF1569.The horizontal coordinates were scaled from a topographic map and have
 FF1569.an estimated accuracy of +/- 6 seconds.
 FF1569
 FF1569.The orthometric height was determined by differential leveling
 FF1569.and adjusted by the National Geodetic Survey in June 1991..
 FF1569
 FF1569.The geoid height was determined by GEOID03.
 FF1569
 FF1569.The dynamic height is computed by dividing the NAVD 88
 FF1569.geopotential number by the normal gravity value computed on the
 FF1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1569.degrees latitude (g = 980.6199 gals.).
 FF1569
 FF1569.The modeled gravity was interpolated from observed gravity values.
 FF1569
 FF1569;                    North         East    Units  Estimated Accuracy
 FF1569;SPC AR N     -   161,000.      436,060.      MT  (+/- 180 meters Scaled)
 FF1569
 FF1569                          SUPERSEDED SURVEY CONTROL
 FF1569
 FF1569  NGVD 29 (??/??/??)   97.256  (m)          319.08   (f) ADJUSTED    2 0
 FF1569
 FF1569.Superseded values are not recommended for survey control.
 FF1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1569.See file dsdata.txt to determine how the superseded data were derived.
 FF1569
 FF1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV264608(NAD 83)
 FF1569_MARKER: DB = BENCH MARK DISK
 FF1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1569_STAMPING: Z 43 1935 319.081
 FF1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1569+STABILITY: SURFACE MOTION
 FF1569
 FF1569  HISTORY     - Date     Condition        Report By
 FF1569  HISTORY     - 1935     MONUMENTED       CGS
 FF1569  HISTORY     - 1949     GOOD             CGS
 FF1569
 FF1569                          STATION DESCRIPTION
 FF1569
 FF1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FF1569'2.6 MI NE FROM BATESVILLE.
 FF1569'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE INTERSECTION
 FF1569'OF ST. LOUIS AND EAST MAIN STREETS AT BATESVILLE, ABOUT 1.3 MILES
 FF1569'EAST OF THE JUNCTION WITH STATE HIGHWAY 11, ABOUT 0.1 MILE EAST OF
 FF1569'A CURVE, 115 FEET EAST OF THE DRIVEWAY LEADING TO THE EWING POOLE
 FF1569'FARMHOUSE, 55 FEET SOUTHEAST OF A SMALL GATE TO THE FARMYARD,
 FF1569'39.2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 17.5 FEET NORTH
 FF1569'OF A FENCE CORNER, AND 1 FOOT WEST OF THE PROPERTY-LINE FENCE.  A
 FF1569'STANDARD DISK, STAMPED Z 43 1935 AND SET IN THE TOP OF A CONCRETE
 FF1569'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0592 ***********************************************************************
 FF0592  DESIGNATION -  Z 44
 FF0592  PID         -  FF0592
 FF0592  STATE/COUNTY-  AR/CROSS
 FF0592  USGS QUAD   -  PARKIN (1993)
 FF0592
 FF0592                         *CURRENT SURVEY CONTROL
 FF0592  ___________________________________________________________________
 FF0592* NAD 83(1986)-  35 16 04.     (N)    090 36 02.     (W)     SCALED    
 FF0592* NAVD 88     -        67.732  (meters)     222.22   (feet)  POSTED    
 FF0592  ___________________________________________________________________
 FF0592  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0592  DYNAMIC HT  -          67.670 (meters)     222.01  (feet)  COMP
 FF0592  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 FF0592
 FF0592  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0592
 FF0592.The horizontal coordinates were scaled from a topographic map and have
 FF0592.an estimated accuracy of +/- 6 seconds.
 FF0592
 FF0592.The orthometric height was determined by differential leveling
 FF0592.and adjusted by the National Geodetic Survey in 1992..
 FF0592.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0592.rate of 1.1 thru 2.0 mm/km.
 FF0592
 FF0592.The geoid height was determined by GEOID03.
 FF0592
 FF0592.The dynamic height is computed by dividing the NAVD 88
 FF0592.geopotential number by the normal gravity value computed on the
 FF0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0592.degrees latitude (g = 980.6199 gals.).
 FF0592
 FF0592.The modeled gravity was interpolated from observed gravity values.
 FF0592
 FF0592;                    North         East    Units  Estimated Accuracy
 FF0592;SPC AR N     -   104,570.      527,330.      MT  (+/- 180 meters Scaled)
 FF0592
 FF0592                          SUPERSEDED SURVEY CONTROL
 FF0592
 FF0592  NGVD 29 (??/??/??)   67.720  (m)          222.18   (f) ADJUSTED    2 0
 FF0592
 FF0592.Superseded values are not recommended for survey control.
 FF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0592.See file dsdata.txt to determine how the superseded data were derived.
 FF0592
 FF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV182053(NAD 83)
 FF0592_MARKER: DB = BENCH MARK DISK
 FF0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0592_STAMPING: Z 44 1935
 FF0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0592+STABILITY: SURFACE MOTION
 FF0592
 FF0592  HISTORY     - Date     Condition        Report By
 FF0592  HISTORY     - 1935     MONUMENTED       CGS
 FF0592  HISTORY     - 1954     GOOD             CGS
 FF0592  HISTORY     - 20030512 MARK NOT FOUND   USACE
 FF0592
 FF0592                          STATION DESCRIPTION
 FF0592
 FF0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0592'2.8 MI W FROM PARKIN.
 FF0592'ABOUT 2.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0592'THE STATION AT PARKIN, CROSS COUNTY, AT MC DONALD JUNCTION, ABOUT
 FF0592'160 FEET EAST OF THE SWITCH STAND AT THE WEST END OF THE JUNCTION,
 FF0592'19.7 FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, 13.3 FEET
 FF0592'NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND 13.6 FEET
 FF0592'SOUTH OF THE CENTER LINE OF THE SIDETRACK.  A STANDARD DISK,
 FF0592'STAMPED Z 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FF0592
 FF0592                          STATION RECOVERY (1954)
 FF0592
 FF0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FF0592'RECOVERED IN GOOD CONDITION.
 FF0592
 FF0592                          STATION RECOVERY (2003)
 FF0592
 FF0592'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 FF0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1271 ***********************************************************************
 FG1271  DESIGNATION -  Z 45
 FG1271  PID         -  FG1271
 FG1271  STATE/COUNTY-  AR/LOGAN
 FG1271  USGS QUAD   -  BOONEVILLE (1983)
 FG1271
 FG1271                         *CURRENT SURVEY CONTROL
 FG1271  ___________________________________________________________________
 FG1271* NAD 83(1986)-  35 08 19.     (N)    093 53 41.     (W)     SCALED    
 FG1271* NAVD 88     -       142.971  (meters)     469.06   (feet)  ADJUSTED  
 FG1271  ___________________________________________________________________
 FG1271  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FG1271  DYNAMIC HT  -         142.831 (meters)     468.60  (feet)  COMP
 FG1271  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FG1271
 FG1271  VERT ORDER  -  SECOND    CLASS 0
 FG1271
 FG1271.The horizontal coordinates were scaled from a topographic map and have
 FG1271.an estimated accuracy of +/- 6 seconds.
 FG1271
 FG1271.The orthometric height was determined by differential leveling
 FG1271.and adjusted by the National Geodetic Survey in June 1991..
 FG1271
 FG1271.The geoid height was determined by GEOID03.
 FG1271
 FG1271.The dynamic height is computed by dividing the NAVD 88
 FG1271.geopotential number by the normal gravity value computed on the
 FG1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1271.degrees latitude (g = 980.6199 gals.).
 FG1271
 FG1271.The modeled gravity was interpolated from observed gravity values.
 FG1271
 FG1271;                    North         East    Units  Estimated Accuracy
 FG1271;SPC AR N     -    91,000.      227,340.      MT  (+/- 180 meters Scaled)
 FG1271
 FG1271                          SUPERSEDED SURVEY CONTROL
 FG1271
 FG1271  NGVD 29 (??/??/92)  142.900  (m)          468.83   (f) ADJ UNCH    2 0
 FG1271
 FG1271.Superseded values are not recommended for survey control.
 FG1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1271.See file dsdata.txt to determine how the superseded data were derived.
 FG1271
 FG1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU184887(NAD 83)
 FG1271_MARKER: DB = BENCH MARK DISK
 FG1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FG1271_SP_SET: STEP
 FG1271_STAMPING: Z-45 1934
 FG1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1271
 FG1271  HISTORY     - Date     Condition        Report By
 FG1271  HISTORY     - 1934     MONUMENTED       CGS
 FG1271  HISTORY     - 1959     GOOD             NGS
 FG1271
 FG1271                          STATION DESCRIPTION
 FG1271
 FG1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1271'1.7 MI E FROM BOONEVILLE.
 FG1271'1.7 MILES EAST OF, ALONG C.R.I. AND P. RY. FROM STATION ABOUT 0.15
 FG1271'MILE WEST OF M.P. 250.  ABOUT 500 FEET NORTHWEST OF TATE YARBOROUGH
 FG1271'FARM HOUSE.  47.1 FEET SOUTHEAST OF CENTERLINE OF FARM ROAD AT PRIVATE
 FG1271'RAILROAD CROSSING.  46.8 FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK
 FG1271'ISLAND AND PACIFIC R.R.  8.9 FEET NORTHEAST OF NORTHEAST CORNER OF
 FG1271'PASTURE FENCE.  6 FEET EAST OF WEST END OF GATE.  1.1 FEET NORTH OF
 FG1271'FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG1271'NOTE-- THE YARBOROUGH FARMHOUSE HAS BEEN TORN DOWN.
 FG1271
 FG1271                          STATION RECOVERY (1959)
 FG1271
 FG1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FG1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0340 ***********************************************************************
 FG0340  DESIGNATION -  Z 48 RESET
 FG0340  PID         -  FG0340
 FG0340  STATE/COUNTY-  AR/CONWAY
 FG0340  USGS QUAD   -  CLEVELAND (1990)
 FG0340
 FG0340                         *CURRENT SURVEY CONTROL
 FG0340  ___________________________________________________________________
 FG0340* NAD 83(1986)-  35 26 06.     (N)    092 41 32.     (W)     SCALED    
 FG0340* NAVD 88     -       231.10   (meters)     758.2    (feet)  RESET     
 FG0340  ___________________________________________________________________
 FG0340  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FG0340
 FG0340  VERT ORDER  -  THIRD
 FG0340
 FG0340.The horizontal coordinates were scaled from a topographic map and have
 FG0340.an estimated accuracy of +/- 6 seconds.
 FG0340
 FG0340.The orthometric height was computed from unverified reset data.
 FG0340
 FG0340.The geoid height was determined by GEOID03.
 FG0340
 FG0340;                    North         East    Units  Estimated Accuracy
 FG0340;SPC AR N     -   122,440.      337,150.      MT  (+/- 180 meters Scaled)
 FG0340
 FG0340                          SUPERSEDED SURVEY CONTROL
 FG0340
 FG0340.No superseded survey control is available for this station.
 FG0340
 FG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV279213(NAD 83)
 FG0340_MARKER: DB = BENCH MARK DISK
 FG0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0340_STAMPING: Z 48 1934 RESET 1960
 FG0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0340+STABILITY: SURFACE MOTION
 FG0340
 FG0340  HISTORY     - Date     Condition        Report By
 FG0340  HISTORY     - 1960     MONUMENTED       CGS
 FG0340
 FG0340                          STATION DESCRIPTION
 FG0340
 FG0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FG0340'2.0 MI NE FROM CLEVELAND.
 FG0340'THIS MARK IS LOCATED 2.0 MILES NORTHEAST OF CLEVELAND ALONG STATE
 FG0340'HIGHWAY 95, T 9 N., R. 16 W., BETWEEN SECS. 9 AND 10, 84 FEET
 FG0340'SOUTHEAST OF THE SOUTHEAST CORNER OF THE W.T. BRENTS FARM HOUSE, 29
 FG0340'FEET NORTHWEST AND NORMAL TO THE CENTERLINE OF THE HIGHWAY, 35 FEET
 FG0340'N., 11 FEET E. AND 1.3 FEET HIGHER THAN THE CENTERLINE OF HIGHWAY AT A
 FG0340'DRIVE N., 3 FEET N. AND 1 FOOT E. OF A FE. COR., AND SET IN THE TOP OF
 FG0340'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0312 ***********************************************************************
 GF0312  DESIGNATION -  Z 5
 GF0312  PID         -  GF0312
 GF0312  STATE/COUNTY-  AR/CARROLL
 GF0312  USGS QUAD   -  ALPENA (1972)
 GF0312
 GF0312                         *CURRENT SURVEY CONTROL
 GF0312  ___________________________________________________________________
 GF0312* NAD 83(1986)-  36 19 44.     (N)    093 21 02.     (W)     SCALED    
 GF0312* NAVD 88     -       337.981  (meters)    1108.86   (feet)  ADJUSTED  
 GF0312  ___________________________________________________________________
 GF0312  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GF0312  DYNAMIC HT  -         337.683 (meters)    1107.88  (feet)  COMP
 GF0312  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 GF0312
 GF0312  VERT ORDER  -  FIRST     CLASS II
 GF0312
 GF0312.The horizontal coordinates were scaled from a topographic map and have
 GF0312.an estimated accuracy of +/- 6 seconds.
 GF0312
 GF0312.The orthometric height was determined by differential leveling
 GF0312.and adjusted by the National Geodetic Survey in June 1991..
 GF0312
 GF0312.The geoid height was determined by GEOID03.
 GF0312
 GF0312.The dynamic height is computed by dividing the NAVD 88
 GF0312.geopotential number by the normal gravity value computed on the
 GF0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0312.degrees latitude (g = 980.6199 gals.).
 GF0312
 GF0312.The modeled gravity was interpolated from observed gravity values.
 GF0312
 GF0312;                    North         East    Units  Estimated Accuracy
 GF0312;SPC AR N     -   222,230.      278,740.      MT  (+/- 180 meters Scaled)
 GF0312
 GF0312                          SUPERSEDED SURVEY CONTROL
 GF0312
 GF0312  NGVD 29 (??/??/92)  337.861  (m)         1108.47   (f) ADJ UNCH    1 2
 GF0312
 GF0312.Superseded values are not recommended for survey control.
 GF0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0312.See file dsdata.txt to determine how the superseded data were derived.
 GF0312
 GF0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA685204(NAD 83)
 GF0312_MARKER: DB = BENCH MARK DISK
 GF0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0312_STAMPING: Z 5 1930
 GF0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0312+STABILITY: SURFACE MOTION
 GF0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0312+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 GF0312
 GF0312  HISTORY     - Date     Condition        Report By
 GF0312  HISTORY     - 1930     MONUMENTED       CGS
 GF0312  HISTORY     - 1931     GOOD             NGS
 GF0312  HISTORY     - 1971     GOOD             USGS
 GF0312  HISTORY     - 20050620 GOOD             ARHD
 GF0312
 GF0312                          STATION DESCRIPTION
 GF0312
 GF0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 GF0312'AT COIN.
 GF0312'ON THE MISSOURI AND NORTH ARKANSAS RAILROAD, 200 FEET EAST OF THE
 GF0312'STATION SIGN COIN, 115 FEET EAST OF A SWITCH STAND, 225 FEET
 GF0312'EAST OF A SECTION TOOL HOUSE, 53 FEET NORTH OF THE NORTH AND
 GF0312'NEAREST RAIL, SET IN TOP OF STANDARD CONCRETE MARK
 GF0312
 GF0312                          STATION RECOVERY (1971)
 GF0312
 GF0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GF0312'Z 5 AT COIN, CARROL COUNTY 54 FEET N. OF A PRIVATE DRIVE ( OLD RR
 GF0312'BED) 299 FEET S.W. OF THE S.W. CORNER OF COIN COMMUNITY BUILDING AND
 GF0312'UNITED BAPTIST CHURCH SET IN THE CENTER OF 3 RR RAILS DRIVEN IN THE
 GF0312'GROUND. A STANDARD TABLET STAMPED 1108. 466 Z 5 1930 AND SET IN TOP
 GF0312'OF A CONCRETE POST.
 GF0312
 GF0312                          STATION RECOVERY (2005)
 GF0312
 GF0312'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB)
 GF0312'TO REACH FROM U.S. HWY62 AND CARROLL COUNTY ROAD 803 EAST OF GREEN
 GF0312'FORREST GO NORTHEAST ON COUNTY ROAD 803 TOWARD THE COMMUNITY OF COIN
 GF0312'FOR 2.10 MILES TO CARROLL COUNTY ROAD 807 ON THE RIGHT, TURN RIGHT
 GF0312'ONTO ROAD 807 CROSSING A LOW WATER BRIDGE FOR 0.05 MILES TO A PRIVATE
 GF0312'DRIVE ON THE LEFT. TURN LEFT AND GO 0.10 MILES DOWN THE DRIVE TO THE
 GF0312'STATION ON THE LEFT IN AN OLD GARDEN AREA. 54 FEET NORTH OF THE
 GF0312'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0493 ***********************************************************************
 GF0493  DESIGNATION -  Z 51
 GF0493  PID         -  GF0493
 GF0493  STATE/COUNTY-  AR/CARROLL
 GF0493  USGS QUAD   -  SANDSTONE MOUNTAIN (1976)
 GF0493
 GF0493                         *CURRENT SURVEY CONTROL
 GF0493  ___________________________________________________________________
 GF0493* NAD 83(1986)-  36 19 12.     (N)    093 46 06.     (W)     SCALED    
 GF0493* NAVD 88     -       457.930  (meters)    1502.39   (feet)  ADJUSTED  
 GF0493  ___________________________________________________________________
 GF0493  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GF0493  DYNAMIC HT  -         457.517 (meters)    1501.04  (feet)  COMP
 GF0493  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 GF0493
 GF0493  VERT ORDER  -  SECOND    CLASS 0
 GF0493
 GF0493.The horizontal coordinates were scaled from a topographic map and have
 GF0493.an estimated accuracy of +/- 6 seconds.
 GF0493
 GF0493.The orthometric height was determined by differential leveling
 GF0493.and adjusted by the National Geodetic Survey in June 1991..
 GF0493
 GF0493.The geoid height was determined by GEOID03.
 GF0493
 GF0493.The dynamic height is computed by dividing the NAVD 88
 GF0493.geopotential number by the normal gravity value computed on the
 GF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0493.degrees latitude (g = 980.6199 gals.).
 GF0493
 GF0493.The modeled gravity was interpolated from observed gravity values.
 GF0493
 GF0493;                    North         East    Units  Estimated Accuracy
 GF0493;SPC AR N     -   221,840.      241,210.      MT  (+/- 180 meters Scaled)
 GF0493
 GF0493                          SUPERSEDED SURVEY CONTROL
 GF0493
 GF0493  NGVD 29 (??/??/92)  457.783  (m)         1501.91   (f) ADJ UNCH    2 0
 GF0493
 GF0493.Superseded values are not recommended for survey control.
 GF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0493.See file dsdata.txt to determine how the superseded data were derived.
 GF0493
 GF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA310197(NAD 83)
 GF0493_MARKER: DB = BENCH MARK DISK
 GF0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0493_STAMPING: Z 51 1934
 GF0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0493+STABILITY: SURFACE MOTION
 GF0493
 GF0493  HISTORY     - Date     Condition        Report By
 GF0493  HISTORY     - 1934     MONUMENTED       CGS
 GF0493  HISTORY     - 1956     MARK NOT FOUND   NGS
 GF0493
 GF0493                          STATION DESCRIPTION
 GF0493
 GF0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GF0493'8.9 MI S FROM EUREKA SPRINGS.
 GF0493'8.9 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE CITY AUDITORIUM
 GF0493'AT EUREKA SPRINGS, CARROLL COUNTY, 1.4 MILES NORTH OF THE
 GF0493'CROSSING OF THE MADISON-CARROLL COUNTY LINE, 0.3 MILE NORTHEAST
 GF0493'OF THE JUNCTION WITH THE ROAD TO MUNDELL, 120 FEET SOUTHWEST
 GF0493'OF THE SOUTH CORNER OF AN UNPAINTED FRAME FARMHOUSE, 30 FEET
 GF0493'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.4 FEET SOUTHWEST
 GF0493'OF THE CENTERLINE OF A WAGON GATE, AND 2.5 FEET WEST OF THE
 GF0493'INTERSECTION OF A FENCE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD
 GF0493'DISK, STAMPED Z 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1690 ***********************************************************************
 EH1690  DESIGNATION -  Z 53
 EH1690  PID         -  EH1690
 EH1690  STATE/COUNTY-  AR/JEFFERSON
 EH1690  USGS QUAD   -  GETHSEMANE (1971)
 EH1690
 EH1690                         *CURRENT SURVEY CONTROL
 EH1690  ___________________________________________________________________
 EH1690* NAD 83(1986)-  34 22 53.     (N)    091 46 20.     (W)     SCALED    
 EH1690* NAVD 88     -        58.001  (meters)     190.29   (feet)  ADJUSTED  
 EH1690  ___________________________________________________________________
 EH1690  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EH1690  DYNAMIC HT  -          57.946 (meters)     190.11  (feet)  COMP
 EH1690  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 EH1690
 EH1690  VERT ORDER  -  SECOND    CLASS 0
 EH1690
 EH1690.The horizontal coordinates were scaled from a topographic map and have
 EH1690.an estimated accuracy of +/- 6 seconds.
 EH1690
 EH1690.The orthometric height was determined by differential leveling
 EH1690.and adjusted by the National Geodetic Survey in June 1991..
 EH1690
 EH1690.The geoid height was determined by GEOID03.
 EH1690
 EH1690.The dynamic height is computed by dividing the NAVD 88
 EH1690.geopotential number by the normal gravity value computed on the
 EH1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1690.degrees latitude (g = 980.6199 gals.).
 EH1690
 EH1690.The modeled gravity was interpolated from observed gravity values.
 EH1690
 EH1690;                    North         East    Units  Estimated Accuracy
 EH1690;SPC AR S     -   590,210.      420,950.      MT  (+/- 180 meters Scaled)
 EH1690
 EH1690                          SUPERSEDED SURVEY CONTROL
 EH1690
 EH1690  NGVD 29 (??/??/??)   58.034  (m)          190.40   (f) ADJUSTED    2 0
 EH1690
 EH1690.Superseded values are not recommended for survey control.
 EH1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1690.See file dsdata.txt to determine how the superseded data were derived.
 EH1690
 EH1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU128051(NAD 83)
 EH1690_MARKER: DB = BENCH MARK DISK
 EH1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1690_STAMPING: Z-53 1934
 EH1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1690+STABILITY: SURFACE MOTION
 EH1690
 EH1690  HISTORY     - Date     Condition        Report By
 EH1690  HISTORY     - 1934     MONUMENTED       CGS
 EH1690  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1690
 EH1690                          STATION DESCRIPTION
 EH1690
 EH1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH1690'1.9 MI NE FROM WABBASLKA.
 EH1690'1.9 MILES NORTHEAST OF, ALONG S.L.S. RY. FROM STATION.  ABOUT .4 MILE
 EH1690'NORTHEAST OF WOODEN RAILWAY TRESTLE NO. 578.  ABOUT .3 MILE SOUTHWEST
 EH1690'OF DIRT ROAD CROSSING.  ABOUT 135 FEET WEST OF M.P. 249.20.  47 FEET
 EH1690'NORTHWEST OF CENTERLINE OF ST. LOUIS SOUTHWESTERN RY.  9.4 FEET
 EH1690'NORTHWEST OF TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EH1690
 EH1690                          STATION RECOVERY (1962)
 EH1690
 EH1690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EH1690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1194 ***********************************************************************
 EH1194  DESIGNATION -  Z 54
 EH1194  PID         -  EH1194
 EH1194  STATE/COUNTY-  AR/MONROE
 EH1194  USGS QUAD   -  ROE (1968)
 EH1194
 EH1194                         *CURRENT SURVEY CONTROL
 EH1194  ___________________________________________________________________
 EH1194* NAD 83(1986)-  34 37 48.     (N)    091 23 18.     (W)     SCALED    
 EH1194* NAVD 88     -        63.112  (meters)     207.06   (feet)  ADJUSTED  
 EH1194  ___________________________________________________________________
 EH1194  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH1194  DYNAMIC HT  -          63.052 (meters)     206.86  (feet)  COMP
 EH1194  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 EH1194
 EH1194  VERT ORDER  -  FIRST     CLASS II
 EH1194
 EH1194.The horizontal coordinates were scaled from a topographic map and have
 EH1194.an estimated accuracy of +/- 6 seconds.
 EH1194
 EH1194.The orthometric height was determined by differential leveling
 EH1194.and adjusted by the National Geodetic Survey in June 1991..
 EH1194.WARNING-Repeat measurements at this control monument indicate possible
 EH1194.vertical movement.
 EH1194
 EH1194.The geoid height was determined by GEOID03.
 EH1194
 EH1194.The dynamic height is computed by dividing the NAVD 88
 EH1194.geopotential number by the normal gravity value computed on the
 EH1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1194.degrees latitude (g = 980.6199 gals.).
 EH1194
 EH1194.The modeled gravity was interpolated from observed gravity values.
 EH1194
 EH1194;                    North         East    Units  Estimated Accuracy
 EH1194;SPC AR S     -   617,930.      456,090.      MT  (+/- 180 meters Scaled)
 EH1194
 EH1194                          SUPERSEDED SURVEY CONTROL
 EH1194
 EH1194  NGVD 29 (??/??/??)   63.137  (m)          207.14   (f) ADJUSTED    1 2
 EH1194
 EH1194.Superseded values are not recommended for survey control.
 EH1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1194.See file dsdata.txt to determine how the superseded data were derived.
 EH1194
 EH1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU477331(NAD 83)
 EH1194_MARKER: DB = BENCH MARK DISK
 EH1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH1194_STAMPING: Z 54 1935
 EH1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1194+STABILITY: SURFACE MOTION
 EH1194
 EH1194  HISTORY     - Date     Condition        Report By
 EH1194  HISTORY     - 1935     MONUMENTED       CGS
 EH1194  HISTORY     - 1955     GOOD             CGS
 EH1194  HISTORY     - 20030422 MARK NOT FOUND   USACE
 EH1194
 EH1194                          STATION DESCRIPTION
 EH1194
 EH1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EH1194'IN ROE.
 EH1194'AT ROE, ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, ABOUT 0.45 MILE
 EH1194'NORTHEAST OF MILE POLE 221, 116.3 FEET WEST AND ACROSS TRACK FROM
 EH1194'TELEPHONE POLE NO. 220/20, 27.4 FEET NORTHWEST OF NORTHWEST RAIL OF
 EH1194'MAIN TRACK, 238 FEET SOUTHWEST OF STATION SIGN, 269 1/2 FEET SOUTHWEST
 EH1194'OF MAIL CRANE, 5.8 FEET SOUTHEAST OF A TELEPHONE POLE, 80 FEET
 EH1194'SOUTHEAST OF CENTER LINE OF U.S. HIGHWAY 79, 132 FEET NORTH-NORTHEAST
 EH1194'OF CENTER OF CROSSING OF AN EAST-WEST TRAVEL ROAD (THE SOUTHWEST ONE
 EH1194'OF THREE CROSSINGS AT ROE), 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 EH1194'WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL WITH
 EH1194'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 EH1194
 EH1194                          STATION RECOVERY (2003)
 EH1194
 EH1194'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH0816 ***********************************************************************
 EH0816  DESIGNATION -  Z 55
 EH0816  PID         -  EH0816
 EH0816  STATE/COUNTY-  AR/PHILLIPS
 EH0816  USGS QUAD   -  MARVELL (1971)
 EH0816
 EH0816                         *CURRENT SURVEY CONTROL
 EH0816  ___________________________________________________________________
 EH0816* NAD 83(1986)-  34 33 34.     (N)    090 56 29.     (W)     SCALED    
 EH0816* NAVD 88     -        56.891  (meters)     186.65   (feet)  ADJUSTED  
 EH0816  ___________________________________________________________________
 EH0816  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH0816  DYNAMIC HT  -          56.836 (meters)     186.47  (feet)  COMP
 EH0816  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 EH0816
 EH0816  VERT ORDER  -  FIRST     CLASS II
 EH0816
 EH0816.The horizontal coordinates were scaled from a topographic map and have
 EH0816.an estimated accuracy of +/- 6 seconds.
 EH0816
 EH0816.The orthometric height was determined by differential leveling
 EH0816.and adjusted by the National Geodetic Survey in June 1991..
 EH0816
 EH0816.The geoid height was determined by GEOID03.
 EH0816
 EH0816.The dynamic height is computed by dividing the NAVD 88
 EH0816.geopotential number by the normal gravity value computed on the
 EH0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0816.degrees latitude (g = 980.6199 gals.).
 EH0816
 EH0816.The modeled gravity was interpolated from observed gravity values.
 EH0816
 EH0816;                    North         East    Units  Estimated Accuracy
 EH0816;SPC AR S     -   610,440.      497,150.      MT  (+/- 180 meters Scaled)
 EH0816
 EH0816                          SUPERSEDED SURVEY CONTROL
 EH0816
 EH0816  NGVD 29 (??/??/??)   56.924  (m)          186.76   (f) ADJUSTED    1 2
 EH0816
 EH0816.Superseded values are not recommended for survey control.
 EH0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0816.See file dsdata.txt to determine how the superseded data were derived.
 EH0816
 EH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU888261(NAD 83)
 EH0816_MARKER: DB = BENCH MARK DISK
 EH0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0816_STAMPING: Z 55 1935
 EH0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0816+STABILITY: SURFACE MOTION
 EH0816
 EH0816  HISTORY     - Date     Condition        Report By
 EH0816  HISTORY     - 1935     MONUMENTED       CGS
 EH0816  HISTORY     - 1956     GOOD             CGS
 EH0816  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0816
 EH0816                          STATION DESCRIPTION
 EH0816
 EH0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0816'1.55 MI W FROM MARVELL.
 EH0816'ABOUT 1.55 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 EH0816'STATION AT MARVELL, ABOUT 0.3 MILE EAST OF MILE POLE 340, ACROSS TRACK
 EH0816'FROM A POINT BETWEEN TELEPHONE POLES NO. 339/17 AND 339/18, ABOUT 0.25
 EH0816'MILE EAST OF CROSSING OF A DIRT ROAD, 23.6 FEET NORTH OF NORTH RAIL, 3
 EH0816'1/2 FEET SOUTH OF TELEPHONE POLE NO. 884, 82 FEET WEST OF A WHISTLE
 EH0816'POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 EH0816'CONCRETE POST PROJECTING 3 INCHES.
 EH0816
 EH0816                          STATION RECOVERY (1976)
 EH0816
 EH0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH1011 ***********************************************************************
 EH1011  DESIGNATION -  Z 56
 EH1011  PID         -  EH1011
 EH1011  STATE/COUNTY-  AR/LEE
 EH1011  USGS QUAD   -  MARIANNA (1992)
 EH1011
 EH1011                         *CURRENT SURVEY CONTROL
 EH1011  ___________________________________________________________________
 EH1011* NAD 83(1986)-  34 46 00.     (N)    090 45 28.     (W)     SCALED    
 EH1011* NAVD 88     -        72.207  (meters)     236.90   (feet)  ADJUSTED  
 EH1011  ___________________________________________________________________
 EH1011  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH1011  DYNAMIC HT  -          72.140 (meters)     236.68  (feet)  COMP
 EH1011  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 EH1011
 EH1011  VERT ORDER  -  SECOND    CLASS 0
 EH1011
 EH1011.The horizontal coordinates were scaled from a topographic map and have
 EH1011.an estimated accuracy of +/- 6 seconds.
 EH1011
 EH1011.The orthometric height was determined by differential leveling
 EH1011.and adjusted by the National Geodetic Survey in June 1991..
 EH1011
 EH1011.The geoid height was determined by GEOID03.
 EH1011
 EH1011.The dynamic height is computed by dividing the NAVD 88
 EH1011.geopotential number by the normal gravity value computed on the
 EH1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH1011.degrees latitude (g = 980.6199 gals.).
 EH1011
 EH1011.The modeled gravity was interpolated from observed gravity values.
 EH1011
 EH1011;                    North         East    Units  Estimated Accuracy
 EH1011;SPC AR S     -   633,610.      513,720.      MT  (+/- 180 meters Scaled)
 EH1011
 EH1011                          SUPERSEDED SURVEY CONTROL
 EH1011
 EH1011  NGVD 29 (??/??/??)   72.215  (m)          236.93   (f) ADJUSTED    2 0
 EH1011
 EH1011.Superseded values are not recommended for survey control.
 EH1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1011.See file dsdata.txt to determine how the superseded data were derived.
 EH1011
 EH1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU052494(NAD 83)
 EH1011_MARKER: DB = BENCH MARK DISK
 EH1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1011_SP_SET: BUILDING
 EH1011_STAMPING: Z 56 1935
 EH1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1011+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003
 EH1011
 EH1011  HISTORY     - Date     Condition        Report By
 EH1011  HISTORY     - 1935     MONUMENTED       CGS
 EH1011  HISTORY     - 1943     GOOD             MPRR
 EH1011  HISTORY     - 20030305 GOOD             USACE
 EH1011
 EH1011                          STATION DESCRIPTION
 EH1011
 EH1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EH1011'IN MARIANNA.
 EH1011'37.2 FEET NORTHEAST OF CENTERLINE OF MAIN LINE TRACK OF MISSOURI
 EH1011'PACIFIC R.R. TRACK.  6 FEET NORTHWEST OF CENTERLINE OF SOUTHWEST
 EH1011'ENTRANCE TO WHITE WAITING ROOM.  4.2 FEET ABOVE LEVEL OF CINDER
 EH1011'PLATFORM.  TABLET SET VERTICALLY IN SOUTHWEST BRICK WALL OF MISSOURI
 EH1011'PACIFIC R.R. STATION.
 EH1011
 EH1011                          STATION RECOVERY (1943)
 EH1011
 EH1011'RECOVERY NOTE BY MISSOURI PACIFIC RAILROAD 1943
 EH1011'RECOVERED IN GOOD CONDITION.
 EH1011
 EH1011                          STATION RECOVERY (2003)
 EH1011
 EH1011'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH1011'CHAIN LINK FENCE AROUND AREA NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ1355 ***********************************************************************
 EJ1355  DESIGNATION -  Z 59
 EJ1355  PID         -  EJ1355
 EJ1355  STATE/COUNTY-  AR/PIKE
 EJ1355  USGS QUAD   -  CENTER POINT NE (1970)
 EJ1355
 EJ1355                         *CURRENT SURVEY CONTROL
 EJ1355  ___________________________________________________________________
 EJ1355* NAD 83(1986)-  34 14 40.     (N)    093 48 40.     (W)     SCALED    
 EJ1355* NAVD 88     -       172.561  (meters)     566.14   (feet)  ADJUSTED  
 EJ1355  ___________________________________________________________________
 EJ1355  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 EJ1355  DYNAMIC HT  -         172.385 (meters)     565.57  (feet)  COMP
 EJ1355  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 EJ1355
 EJ1355  VERT ORDER  -  SECOND    CLASS 0
 EJ1355
 EJ1355.The horizontal coordinates were scaled from a topographic map and have
 EJ1355.an estimated accuracy of +/- 6 seconds.
 EJ1355
 EJ1355.The orthometric height was determined by differential leveling
 EJ1355.and adjusted by the National Geodetic Survey in June 1991..
 EJ1355
 EJ1355.The geoid height was determined by GEOID03.
 EJ1355
 EJ1355.The dynamic height is computed by dividing the NAVD 88
 EJ1355.geopotential number by the normal gravity value computed on the
 EJ1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1355.degrees latitude (g = 980.6199 gals.).
 EJ1355
 EJ1355.The modeled gravity was interpolated from observed gravity values.
 EJ1355
 EJ1355;                    North         East    Units  Estimated Accuracy
 EJ1355;SPC AR S     -   576,470.      233,180.      MT  (+/- 180 meters Scaled)
 EJ1355
 EJ1355                          SUPERSEDED SURVEY CONTROL
 EJ1355
 EJ1355  NGVD 29 (??/??/92)  172.524  (m)          566.02   (f) ADJ UNCH    2 0
 EJ1355
 EJ1355.Superseded values are not recommended for survey control.
 EJ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1355.See file dsdata.txt to determine how the superseded data were derived.
 EJ1355
 EJ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT253895(NAD 83)
 EJ1355_MARKER: DB = BENCH MARK DISK
 EJ1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ1355_STAMPING: Z-59 1934
 EJ1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1355+STABILITY: SURFACE MOTION
 EJ1355
 EJ1355  HISTORY     - Date     Condition        Report By
 EJ1355  HISTORY     - 1934     MONUMENTED       CGS
 EJ1355  HISTORY     - 1962     MARK NOT FOUND   NGS
 EJ1355
 EJ1355                          STATION DESCRIPTION
 EJ1355
 EJ1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ1355'4.4 MI W FROM DAISY.
 EJ1355'4.4 MILES WEST OF, ALONG U.S. HWY 70, ABOUT 300 FEET EAST OF
 EJ1355'CENTERLINE OF BLACK SPRINGS AND LANGLEY ROAD.  45 FEET NORTHEAST OF
 EJ1355'NORTHEAST CORNER OF SMALL LOG BARN.  30 FEET SOUTH OF CENTERLINE OF
 EJ1355'U.S. HWY. 70.  14 FEET EAST OF CENTERLINE OF GATEWAY INTO STEPHENS
 EJ1355'FARM.  1.8 FEET NORTH OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ1355
 EJ1355                          STATION RECOVERY (1962)
 EJ1355
 EJ1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EJ1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0496 ***********************************************************************
 FG0496  DESIGNATION -  Z 6
 FG0496  PID         -  FG0496
 FG0496  STATE/COUNTY-  AR/SEARCY
 FG0496  USGS QUAD   -  HARRIET (1963)
 FG0496
 FG0496                         *CURRENT SURVEY CONTROL
 FG0496  ___________________________________________________________________
 FG0496* NAD 83(1986)-  35 54 06.     (N)    092 36 01.     (W)     SCALED    
 FG0496* NAVD 88     -       352.026  (meters)    1154.94   (feet)  ADJUSTED  
 FG0496  ___________________________________________________________________
 FG0496  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FG0496  DYNAMIC HT  -         351.703 (meters)    1153.88  (feet)  COMP
 FG0496  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FG0496
 FG0496  VERT ORDER  -  FIRST     CLASS II
 FG0496
 FG0496.The horizontal coordinates were scaled from a topographic map and have
 FG0496.an estimated accuracy of +/- 6 seconds.
 FG0496
 FG0496.The orthometric height was determined by differential leveling
 FG0496.and adjusted by the National Geodetic Survey in June 1991..
 FG0496
 FG0496.The geoid height was determined by GEOID03.
 FG0496
 FG0496.The dynamic height is computed by dividing the NAVD 88
 FG0496.geopotential number by the normal gravity value computed on the
 FG0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0496.degrees latitude (g = 980.6199 gals.).
 FG0496
 FG0496.The modeled gravity was interpolated from observed gravity values.
 FG0496
 FG0496;                    North         East    Units  Estimated Accuracy
 FG0496;SPC AR N     -   174,160.      345,810.      MT  (+/- 180 meters Scaled)
 FG0496
 FG0496                          SUPERSEDED SURVEY CONTROL
 FG0496
 FG0496  NGVD 29 (??/??/92)  351.893  (m)         1154.50   (f) ADJ UNCH    1 2
 FG0496
 FG0496.Superseded values are not recommended for survey control.
 FG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0496.See file dsdata.txt to determine how the superseded data were derived.
 FG0496
 FG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV360731(NAD 83)
 FG0496_MARKER: DB = BENCH MARK DISK
 FG0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0496_STAMPING: Z-6 1931
 FG0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0496+STABILITY: SURFACE MOTION
 FG0496
 FG0496  HISTORY     - Date     Condition        Report By
 FG0496  HISTORY     - 1931     MONUMENTED       CGS
 FG0496  HISTORY     - 1935     GOOD             NGS
 FG0496
 FG0496                          STATION DESCRIPTION
 FG0496
 FG0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0496'3.3 MI SE FROM MARSHALL.
 FG0496'3.3 MILES SOUTHEAST OF MARSHALL FROM M. AND N. A. RAILWAY STATION
 FG0496'ALONG M. AND N. A. RAILROAD.  ABOUT 0.7 MILES SOUTH OF BAKER SIDING.
 FG0496'ABOUT 300 FEET SOUTH OF PRIVATE RAILROAD CROSSING.  67.4 FEET EAST OF
 FG0496'MILEPOLE 175 +20.  46.0 FEET WEST OF CENTERLINE OF OLD U.S. HIGHWAY
 FG0496'NO. 65 PARALLELING M. AND N. A. RAILROAD.  26.0 FEET EAST OF
 FG0496'CENTERLINE OF M. AND N. A. RAILROAD.  TABLET CAST IN PLACE POST WITH
 FG0496'STANDARD BRONZE TABLET STAMPED Z-6 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1009 ***********************************************************************
 DL1009  DESIGNATION -  Z 60
 DL1009  PID         -  DL1009
 DL1009  STATE/COUNTY-  AR/HEMPSTEAD
 DL1009  USGS QUAD   -  NASHVILLE (1951)
 DL1009
 DL1009                         *CURRENT SURVEY CONTROL
 DL1009  ___________________________________________________________________
 DL1009* NAD 83(1986)-  33 55 24.     (N)    093 47 43.     (W)     SCALED    
 DL1009* NAVD 88     -       132.562  (meters)     434.91   (feet)  ADJUSTED  
 DL1009  ___________________________________________________________________
 DL1009  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DL1009  DYNAMIC HT  -         132.427 (meters)     434.47  (feet)  COMP
 DL1009  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 DL1009
 DL1009  VERT ORDER  -  SECOND    CLASS 0
 DL1009
 DL1009.The horizontal coordinates were scaled from a topographic map and have
 DL1009.an estimated accuracy of +/- 6 seconds.
 DL1009
 DL1009.The orthometric height was determined by differential leveling
 DL1009.and adjusted by the National Geodetic Survey in June 1991..
 DL1009
 DL1009.The geoid height was determined by GEOID03.
 DL1009
 DL1009.The dynamic height is computed by dividing the NAVD 88
 DL1009.geopotential number by the normal gravity value computed on the
 DL1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1009.degrees latitude (g = 980.6199 gals.).
 DL1009
 DL1009.The modeled gravity was interpolated from observed gravity values.
 DL1009
 DL1009;                    North         East    Units  Estimated Accuracy
 DL1009;SPC AR S     -   540,840.      234,020.      MT  (+/- 180 meters Scaled)
 DL1009
 DL1009                          SUPERSEDED SURVEY CONTROL
 DL1009
 DL1009  NGVD 29 (??/??/92)  132.568  (m)          434.93   (f) ADJ UNCH    2 0
 DL1009
 DL1009.Superseded values are not recommended for survey control.
 DL1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1009.See file dsdata.txt to determine how the superseded data were derived.
 DL1009
 DL1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT264539(NAD 83)
 DL1009_MARKER: DB = BENCH MARK DISK
 DL1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1009_STAMPING: Z 60 1934
 DL1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1009+STABILITY: SURFACE MOTION
 DL1009
 DL1009  HISTORY     - Date     Condition        Report By
 DL1009  HISTORY     - 1934     MONUMENTED       CGS
 DL1009  HISTORY     - 1962     GOOD             NGS
 DL1009
 DL1009                          STATION DESCRIPTION
 DL1009
 DL1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1009'3.5 MI SE FROM NASHVILLE.
 DL1009'IN HEMPSTEAD COUNTY, 3.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC
 DL1009'RAILROAD FROM THE STATION AT NASHVILLE, HOWARD COUNTY, 100 FEET
 DL1009'SOUTHWEST OF THE TWENTIETH POLE NORTHWEST OF MILEPOST 479, 220 FEET
 DL1009'EAST OF THE DOLPH CLARK LARGE WHITE TINROOFED FARMHOUSE HAVING BRICK
 DL1009'PORCH SUPPORTS ON TWO SIDES, 111 FEET NORTHWEST OF A CONCRETE CULVERT,
 DL1009'44 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 22 FEET
 DL1009'NORTHEAST OF THE CENTERLINE OF A ROAD PARALLELING THE TRACK.  A
 DL1009'STANDARD DISK, STAMPED Z 60 1934 AND SET IN THE TOP OF A CONCRETE
 DL1009'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1084 ***********************************************************************
 DL1084  DESIGNATION -  Z 61
 DL1084  PID         -  DL1084
 DL1084  STATE/COUNTY-  AR/HOWARD
 DL1084  USGS QUAD   -  MINERAL SPRINGS SOUTH (1975)
 DL1084
 DL1084                         *CURRENT SURVEY CONTROL
 DL1084  ___________________________________________________________________
 DL1084* NAD 83(1986)-  33 50 32.     (N)    093 56 16.     (W)     SCALED    
 DL1084* NAVD 88     -        91.573  (meters)     300.44   (feet)  ADJUSTED  
 DL1084  ___________________________________________________________________
 DL1084  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DL1084  DYNAMIC HT  -          91.480 (meters)     300.13  (feet)  COMP
 DL1084  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 DL1084
 DL1084  VERT ORDER  -  SECOND    CLASS 0
 DL1084
 DL1084.The horizontal coordinates were scaled from a topographic map and have
 DL1084.an estimated accuracy of +/- 6 seconds.
 DL1084
 DL1084.The orthometric height was determined by differential leveling
 DL1084.and adjusted by the National Geodetic Survey in June 1991..
 DL1084
 DL1084.The geoid height was determined by GEOID03.
 DL1084
 DL1084.The dynamic height is computed by dividing the NAVD 88
 DL1084.geopotential number by the normal gravity value computed on the
 DL1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1084.degrees latitude (g = 980.6199 gals.).
 DL1084
 DL1084.The modeled gravity was interpolated from observed gravity values.
 DL1084
 DL1084;                    North         East    Units  Estimated Accuracy
 DL1084;SPC AR S     -   532,080.      220,670.      MT  (+/- 180 meters Scaled)
 DL1084
 DL1084                          SUPERSEDED SURVEY CONTROL
 DL1084
 DL1084  NGVD 29 (??/??/92)   91.58   (m)          300.5    (f) COMPUTED    2 0
 DL1084
 DL1084.Superseded values are not recommended for survey control.
 DL1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1084.See file dsdata.txt to determine how the superseded data were derived.
 DL1084
 DL1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT132450(NAD 83)
 DL1084_MARKER: DB = BENCH MARK DISK
 DL1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1084_STAMPING: Z 61 1934
 DL1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1084+STABILITY: SURFACE MOTION
 DL1084
 DL1084  HISTORY     - Date     Condition        Report By
 DL1084  HISTORY     - 1934     MONUMENTED       CGS
 DL1084  HISTORY     - 1962     GOOD             NGS
 DL1084
 DL1084                          STATION DESCRIPTION
 DL1084
 DL1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DL1084'2.6 MI SW FROM MINERAL SPRINGS.
 DL1084'2.6 MILES SOUTHWEST ALONG THE GRAYSONIA, NASHVILLE AND ASHDOWN
 DL1084'RAILROAD FROM THE STATION AT MINERAL SPRINGS, HOWARD COUNTY, 0.1 MILE
 DL1084'SOUTH OF THE SIM DILLARD FARMHOUSE, 150 FEET NORTHEAST OF A WAGON-ROAD
 DL1084'CROSSING, 65 FEET WEST OF THE WEST END OF A CUT, 21 FEET NORTHEAST OF
 DL1084'THE NORTHWEST END OF A WOODEN CULVERT, 49.7 FEET NORTHWEST OF THE
 DL1084'CENTERLINE OF THE TRACK, AND 7.3 FEET WEST OF A CROSS FENCE. A
 DL1084'STANDARD DISK, STAMPED Z 61 1934 AND SET IN THE TOP OF A CONCRETE
 DL1084'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1064 ***********************************************************************
 DL1064  DESIGNATION -  Z 62
 DL1064  PID         -  DL1064
 DL1064  STATE/COUNTY-  AR/HEMPSTEAD
 DL1064  USGS QUAD   -  PATMOS (1978)
 DL1064
 DL1064                         *CURRENT SURVEY CONTROL
 DL1064  ___________________________________________________________________
 DL1064* NAD 83(1986)-  33 34 18.     (N)    093 35 21.     (W)     SCALED    
 DL1064* NAVD 88     -        96.199  (meters)     315.61   (feet)  ADJUSTED  
 DL1064  ___________________________________________________________________
 DL1064  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DL1064  DYNAMIC HT  -          96.097 (meters)     315.28  (feet)  COMP
 DL1064  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 DL1064
 DL1064  VERT ORDER  -  SECOND    CLASS 0
 DL1064
 DL1064.The horizontal coordinates were scaled from a topographic map and have
 DL1064.an estimated accuracy of +/- 6 seconds.
 DL1064
 DL1064.The orthometric height was determined by differential leveling
 DL1064.and adjusted by the National Geodetic Survey in June 1991..
 DL1064
 DL1064.The geoid height was determined by GEOID03.
 DL1064
 DL1064.The dynamic height is computed by dividing the NAVD 88
 DL1064.geopotential number by the normal gravity value computed on the
 DL1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1064.degrees latitude (g = 980.6199 gals.).
 DL1064
 DL1064.The modeled gravity was interpolated from observed gravity values.
 DL1064
 DL1064;                    North         East    Units  Estimated Accuracy
 DL1064;SPC AR S     -   501,520.      252,470.      MT  (+/- 180 meters Scaled)
 DL1064
 DL1064                          SUPERSEDED SURVEY CONTROL
 DL1064
 DL1064  NGVD 29 (??/??/92)   96.218  (m)          315.68   (f) ADJ UNCH    2 0
 DL1064
 DL1064.Superseded values are not recommended for survey control.
 DL1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1064.See file dsdata.txt to determine how the superseded data were derived.
 DL1064
 DL1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT453148(NAD 83)
 DL1064_MARKER: DB = BENCH MARK DISK
 DL1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1064_STAMPING: Z 62 1935
 DL1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1064+STABILITY: SURFACE MOTION
 DL1064
 DL1064  HISTORY     - Date     Condition        Report By
 DL1064  HISTORY     - 1935     MONUMENTED       CGS
 DL1064  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL1064
 DL1064                          STATION DESCRIPTION
 DL1064
 DL1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DL1064'7.0 MI S FROM HOPE.
 DL1064'7.0 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL1064'STATION AT HOPE, HEMPSTEAD COUNTY, AT COLER SIDING, 22 FEET EAST OF
 DL1064'THE EIGHTEENTH POLE SOUTH OF MILEPOST 6, AND 47 FEET EAST OF THE
 DL1064'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Z 62 1935 AND SET
 DL1064'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0966 ***********************************************************************
 DL0966  DESIGNATION -  Z 63
 DL0966  PID         -  DL0966
 DL0966  STATE/COUNTY-  AR/HEMPSTEAD
 DL0966  USGS QUAD   -  SPRING HILL (1975)
 DL0966
 DL0966                         *CURRENT SURVEY CONTROL
 DL0966  ___________________________________________________________________
 DL0966* NAD 83(1986)-  33 37 15.     (N)    093 44 35.     (W)     SCALED    
 DL0966* NAVD 88     -        82.795  (meters)     271.64   (feet)  ADJUSTED  
 DL0966  ___________________________________________________________________
 DL0966  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DL0966  DYNAMIC HT  -          82.708 (meters)     271.35  (feet)  COMP
 DL0966  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 DL0966
 DL0966  VERT ORDER  -  SECOND    CLASS 0
 DL0966
 DL0966.The horizontal coordinates were scaled from a topographic map and have
 DL0966.an estimated accuracy of +/- 6 seconds.
 DL0966
 DL0966.The orthometric height was determined by differential leveling
 DL0966.and adjusted by the National Geodetic Survey in June 1991..
 DL0966
 DL0966.The geoid height was determined by GEOID03.
 DL0966
 DL0966.The dynamic height is computed by dividing the NAVD 88
 DL0966.geopotential number by the normal gravity value computed on the
 DL0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0966.degrees latitude (g = 980.6199 gals.).
 DL0966
 DL0966.The modeled gravity was interpolated from observed gravity values.
 DL0966
 DL0966;                    North         East    Units  Estimated Accuracy
 DL0966;SPC AR S     -   507,210.      238,270.      MT  (+/- 180 meters Scaled)
 DL0966
 DL0966                          SUPERSEDED SURVEY CONTROL
 DL0966
 DL0966  NGVD 29 (??/??/92)   82.812  (m)          271.69   (f) ADJ UNCH    2 0
 DL0966
 DL0966.Superseded values are not recommended for survey control.
 DL0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0966.See file dsdata.txt to determine how the superseded data were derived.
 DL0966
 DL0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT310203(NAD 83)
 DL0966_MARKER: DB = BENCH MARK DISK
 DL0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0966_STAMPING: Z-63 1935
 DL0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0966+STABILITY: SURFACE MOTION
 DL0966
 DL0966  HISTORY     - Date     Condition        Report By
 DL0966  HISTORY     - 1935     MONUMENTED       CGS
 DL0966  HISTORY     - 1963     MARK NOT FOUND   NGS
 DL0966
 DL0966                          STATION DESCRIPTION
 DL0966
 DL0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0966'4.2 MI NE FROM FULTON.
 DL0966'4.2 MILES NORTHEAST OF, ALONG M.P.R.R. FROM STATION.  TOP OF BANK AT
 DL0966'NORTHEAST END OF RAILROAD FILL, EVEN WITH TOP OF RAILS.  ABOUT .1 MILE
 DL0966'SOUTHWEST OF SMALL, WHITE HOUSE ON SOUTHEAST SIDE OF HIGHWAY. 96.2
 DL0966'FEET SOUTHEAST OF M.P. 467-10.  53.8 FEET SOUTHEAST OF CENTERLINE OF
 DL0966'MISSOURI PACIFIC R.R. TRACK.  48 FEET SOUTHWEST OF BELL TELEPHONE
 DL0966'POLE.  47 FEET NORTHWEST OF CENTERLINE OF U.S. HWY. 67. 3.9 FEET
 DL0966'SOUTHEAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 DL0966
 DL0966                          STATION RECOVERY (1963)
 DL0966
 DL0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DL0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1398 ***********************************************************************
 DK1398  DESIGNATION -  Z 64
 DK1398  PID         -  DK1398
 DK1398  STATE/COUNTY-  AR/ASHLEY
 DK1398  USGS QUAD   -  CROSSETT SOUTH (1973)
 DK1398
 DK1398                         *CURRENT SURVEY CONTROL
 DK1398  ___________________________________________________________________
 DK1398* NAD 83(1986)-  33 04 11.     (N)    091 56 16.     (W)     SCALED    
 DK1398* NAVD 88     -        50.564  (meters)     165.89   (feet)  ADJUSTED  
 DK1398  ___________________________________________________________________
 DK1398  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DK1398  DYNAMIC HT  -          50.510 (meters)     165.71  (feet)  COMP
 DK1398  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 DK1398
 DK1398  VERT ORDER  -  SECOND    CLASS 0
 DK1398
 DK1398.The horizontal coordinates were scaled from a topographic map and have
 DK1398.an estimated accuracy of +/- 6 seconds.
 DK1398
 DK1398.The orthometric height was determined by differential leveling
 DK1398.and adjusted by the National Geodetic Survey in June 1991..
 DK1398
 DK1398.The geoid height was determined by GEOID03.
 DK1398
 DK1398.The dynamic height is computed by dividing the NAVD 88
 DK1398.geopotential number by the normal gravity value computed on the
 DK1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1398.degrees latitude (g = 980.6199 gals.).
 DK1398
 DK1398.The modeled gravity was interpolated from observed gravity values.
 DK1398
 DK1398;                    North         East    Units  Estimated Accuracy
 DK1398;SPC AR S     -   444,710.      405,810.      MT  (+/- 180 meters Scaled)
 DK1398
 DK1398                          SUPERSEDED SURVEY CONTROL
 DK1398
 DK1398  NGVD 29 (??/??/??)   50.640  (m)          166.14   (f) ADJUSTED    2 0
 DK1398
 DK1398.Superseded values are not recommended for survey control.
 DK1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1398.See file dsdata.txt to determine how the superseded data were derived.
 DK1398
 DK1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS991595(NAD 83)
 DK1398_MARKER: DB = BENCH MARK DISK
 DK1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1398_STAMPING: Z-64 1935
 DK1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1398+STABILITY: SURFACE MOTION
 DK1398
 DK1398  HISTORY     - Date     Condition        Report By
 DK1398  HISTORY     - 1935     MONUMENTED       CGS
 DK1398  HISTORY     - 1973     MARK NOT FOUND   USGS
 DK1398
 DK1398                          STATION DESCRIPTION
 DK1398
 DK1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1398'4.9  MI S FROM CROSSETT.
 DK1398'4.9 MILES SOUTH OF, ALONG ST. HWY. 133, FROM STATION.  105 FEET WEST
 DK1398'OF NORTHWEST CORNER OF WOVEN WIRE FENCE AROUND STANDARD PIPE LINE CO.
 DK1398'PUMP STATION.  60 FEET EAST OF CENTERLINE OF ST. HWY. 133.  59 FEET
 DK1398'SOUTH OF CENTERLINE OF CROSSETT LUMBER COMPANY RAILROAD TRACK.  25.8
 DK1398'FEET SOUTH OF CENTERLINE OF ROAD PARALLEL TO TRACK.  18.7 FEET EAST OF
 DK1398'NORTHWEST GARDEN FENCE CORNER.  2 FEET NORTH OF GARDEN FENCE. TABLET
 DK1398'SET IN PRECAST CONCRETE POST.  NOTE-- THE TRACK HAS BEEN REMOVED.
 DK1398
 DK1398                          STATION RECOVERY (1973)
 DK1398
 DK1398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DK1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0468 ***********************************************************************
 FG0468  DESIGNATION -  Z 65
 FG0468  PID         -  FG0468
 FG0468  STATE/COUNTY-  AR/POPE
 FG0468  USGS QUAD   -  MORELAND (1989)
 FG0468
 FG0468                         *CURRENT SURVEY CONTROL
 FG0468  ___________________________________________________________________
 FG0468* NAD 83(1986)-  35 22 01.     (N)    092 59 56.     (W)     SCALED    
 FG0468* NAVD 88     -       227.810  (meters)     747.41   (feet)  ADJUSTED  
 FG0468  ___________________________________________________________________
 FG0468  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FG0468  DYNAMIC HT  -         227.594 (meters)     746.70  (feet)  COMP
 FG0468  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FG0468
 FG0468  VERT ORDER  -  SECOND    CLASS 0
 FG0468
 FG0468.The horizontal coordinates were scaled from a topographic map and have
 FG0468.an estimated accuracy of +/- 6 seconds.
 FG0468
 FG0468.The orthometric height was determined by differential leveling
 FG0468.and adjusted by the National Geodetic Survey in June 1991..
 FG0468
 FG0468.The geoid height was determined by GEOID03.
 FG0468
 FG0468.The dynamic height is computed by dividing the NAVD 88
 FG0468.geopotential number by the normal gravity value computed on the
 FG0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0468.degrees latitude (g = 980.6199 gals.).
 FG0468
 FG0468.The modeled gravity was interpolated from observed gravity values.
 FG0468
 FG0468;                    North         East    Units  Estimated Accuracy
 FG0468;SPC AR N     -   115,130.      309,230.      MT  (+/- 180 meters Scaled)
 FG0468
 FG0468                          SUPERSEDED SURVEY CONTROL
 FG0468
 FG0468  NGVD 29 (??/??/92)  227.792  (m)          747.35   (f) ADJ UNCH    2 0
 FG0468
 FG0468.Superseded values are not recommended for survey control.
 FG0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0468.See file dsdata.txt to determine how the superseded data were derived.
 FG0468
 FG0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV001137(NAD 83)
 FG0468_MARKER: DB = BENCH MARK DISK
 FG0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0468_STAMPING: Z 65 1935
 FG0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0468+STABILITY: SURFACE MOTION
 FG0468
 FG0468  HISTORY     - Date     Condition        Report By
 FG0468  HISTORY     - 1935     MONUMENTED       CGS
 FG0468  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0468
 FG0468                          STATION DESCRIPTION
 FG0468
 FG0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0468'IN MORELAND.
 FG0468'AT MORELAND, POPE COUNTY, 54 FEET WEST OF THE CENTERLINE OF STATE
 FG0468'HIGHWAY 124, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD
 FG0468'DOVER-SPRINGFIELD ROAD, 37 FEET NORTHWEST OF AN EAST FENCE CORNER, AND
 FG0468'1 1/2 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED Z 65 1935
 FG0468'AND SET IN THE TOP OF A CONCRETE POST.
 FG0468
 FG0468                          STATION RECOVERY (1989)
 FG0468
 FG0468'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDM)
 FG0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0509 ***********************************************************************
 FG0509  DESIGNATION -  Z 66
 FG0509  PID         -  FG0509
 FG0509  STATE/COUNTY-  AR/NEWTON
 FG0509  USGS QUAD   -  MOORE (1980)
 FG0509
 FG0509                         *CURRENT SURVEY CONTROL
 FG0509  ___________________________________________________________________
 FG0509* NAD 83(1986)-  35 45 07.     (N)    092 58 43.     (W)     SCALED    
 FG0509* NAVD 88     -       542.602  (meters)    1780.19   (feet)  ADJUSTED  
 FG0509  ___________________________________________________________________
 FG0509  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FG0509  DYNAMIC HT  -         542.088 (meters)    1778.50  (feet)  COMP
 FG0509  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 FG0509
 FG0509  VERT ORDER  -  SECOND    CLASS 0
 FG0509
 FG0509.The horizontal coordinates were scaled from a topographic map and have
 FG0509.an estimated accuracy of +/- 6 seconds.
 FG0509
 FG0509.The orthometric height was determined by differential leveling
 FG0509.and adjusted by the National Geodetic Survey in June 1991..
 FG0509
 FG0509.The geoid height was determined by GEOID03.
 FG0509
 FG0509.The dynamic height is computed by dividing the NAVD 88
 FG0509.geopotential number by the normal gravity value computed on the
 FG0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0509.degrees latitude (g = 980.6199 gals.).
 FG0509
 FG0509.The modeled gravity was interpolated from observed gravity values.
 FG0509
 FG0509;                    North         East    Units  Estimated Accuracy
 FG0509;SPC AR N     -   157,820.      311,500.      MT  (+/- 180 meters Scaled)
 FG0509
 FG0509                          SUPERSEDED SURVEY CONTROL
 FG0509
 FG0509  NGVD 29 (??/??/92)  542.521  (m)         1779.92   (f) ADJ UNCH    2 0
 FG0509
 FG0509.Superseded values are not recommended for survey control.
 FG0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0509.See file dsdata.txt to determine how the superseded data were derived.
 FG0509
 FG0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV019564(NAD 83)
 FG0509_MARKER: DB = BENCH MARK DISK
 FG0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0509_STAMPING: Z 66 1935
 FG0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0509+STABILITY: SURFACE MOTION
 FG0509
 FG0509  HISTORY     - Date     Condition        Report By
 FG0509  HISTORY     - 1935     MONUMENTED       CGS
 FG0509  HISTORY     - 1935     GOOD             NGS
 FG0509
 FG0509                          STATION DESCRIPTION
 FG0509
 FG0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FG0509'0.3 MI S FROM MOORE.
 FG0509'0.3 MILE SOUTH ALONG THE BEN HUR ROAD FROM THE POST OFFICE AT MOORE,
 FG0509'NEWTON COUNTY, AT THE JUNCTION OF THE RICHLAND CREEK ROAD, INSIDE A
 FG0509'CURVE, AT THE BREAK OF A HILL, 24 FEET EAST OF THE CENTER OF THE
 FG0509'JUNCTION, AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED Z
 FG0509'66 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0485 ***********************************************************************
 FG0485  DESIGNATION -  Z 67
 FG0485  PID         -  FG0485
 FG0485  STATE/COUNTY-  AR/POPE
 FG0485  USGS QUAD   -  SOLO (1980)
 FG0485
 FG0485                         *CURRENT SURVEY CONTROL
 FG0485  ___________________________________________________________________
 FG0485* NAD 83(1986)-  35 30 09.     (N)    092 55 21.     (W)     SCALED    
 FG0485* NAVD 88     -       437.198  (meters)    1434.37   (feet)  ADJUSTED  
 FG0485  ___________________________________________________________________
 FG0485  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FG0485  DYNAMIC HT  -         436.772 (meters)    1432.98  (feet)  COMP
 FG0485  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 FG0485
 FG0485  VERT ORDER  -  SECOND    CLASS 0
 FG0485
 FG0485.The horizontal coordinates were scaled from a topographic map and have
 FG0485.an estimated accuracy of +/- 6 seconds.
 FG0485
 FG0485.The orthometric height was determined by differential leveling
 FG0485.and adjusted by the National Geodetic Survey in June 1991..
 FG0485
 FG0485.The geoid height was determined by GEOID03.
 FG0485
 FG0485.The dynamic height is computed by dividing the NAVD 88
 FG0485.geopotential number by the normal gravity value computed on the
 FG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0485.degrees latitude (g = 980.6199 gals.).
 FG0485
 FG0485.The modeled gravity was interpolated from observed gravity values.
 FG0485
 FG0485;                    North         East    Units  Estimated Accuracy
 FG0485;SPC AR N     -   130,100.      316,310.      MT  (+/- 180 meters Scaled)
 FG0485
 FG0485                          SUPERSEDED SURVEY CONTROL
 FG0485
 FG0485  NGVD 29 (??/??/92)  437.150  (m)         1434.22   (f) ADJ UNCH    2 0
 FG0485
 FG0485.Superseded values are not recommended for survey control.
 FG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0485.See file dsdata.txt to determine how the superseded data were derived.
 FG0485
 FG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV070287(NAD 83)
 FG0485_MARKER: DB = BENCH MARK DISK
 FG0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0485_STAMPING: Z 67 1935
 FG0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0485+STABILITY: SURFACE MOTION
 FG0485
 FG0485  HISTORY     - Date     Condition        Report By
 FG0485  HISTORY     - 1935     MONUMENTED       CGS
 FG0485
 FG0485                          STATION DESCRIPTION
 FG0485
 FG0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0485'1.2 MI N FROM HECTOR.
 FG0485'1.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM HECTOR, POPE COUNTY, 3.8
 FG0485'MILES NORTHEAST ALONG THE LOST CORNER ROAD, AT THE JUNCTION OF A ROAD
 FG0485'LEADING EAST, 46 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 49 FEET
 FG0485'SOUTH OF THE CENTERLINE OF A DRAINAGE DITCH, 24 FEET NORTH OF THE
 FG0485'CENTERLINE OF THE ROAD LEADING EAST, OUTSIDE OF A CURVE, AND 11 FEET
 FG0485'SOUTHWEST OF A 34-INCH OAK STUMP.  A STANDARD DISK, STAMPED Z 67 1935
 FG0485'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1157 ***********************************************************************
 FG1157  DESIGNATION -  Z 69
 FG1157  PID         -  FG1157
 FG1157  STATE/COUNTY-  AR/PERRY
 FG1157  USGS QUAD   -  CASA (1972)
 FG1157
 FG1157                         *CURRENT SURVEY CONTROL
 FG1157  ___________________________________________________________________
 FG1157* NAD 83(1986)-  35 01 26.     (N)    093 05 54.     (W)     SCALED    
 FG1157* NAVD 88     -       108.589  (meters)     356.26   (feet)  ADJUSTED  
 FG1157  ___________________________________________________________________
 FG1157  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FG1157  DYNAMIC HT  -         108.484 (meters)     355.92  (feet)  COMP
 FG1157  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FG1157
 FG1157  VERT ORDER  -  SECOND    CLASS 0
 FG1157
 FG1157.The horizontal coordinates were scaled from a topographic map and have
 FG1157.an estimated accuracy of +/- 6 seconds.
 FG1157
 FG1157.The orthometric height was determined by differential leveling
 FG1157.and adjusted by the National Geodetic Survey in June 1991..
 FG1157
 FG1157.The geoid height was determined by GEOID03.
 FG1157
 FG1157.The dynamic height is computed by dividing the NAVD 88
 FG1157.geopotential number by the normal gravity value computed on the
 FG1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1157.degrees latitude (g = 980.6199 gals.).
 FG1157
 FG1157.The modeled gravity was interpolated from observed gravity values.
 FG1157
 FG1157;                    North         East    Units  Estimated Accuracy
 FG1157;SPC AR N     -    77,170.      299,770.      MT  (+/- 180 meters Scaled)
 FG1157
 FG1157                          SUPERSEDED SURVEY CONTROL
 FG1157
 FG1157  NGVD 29 (??/??/92)  108.574  (m)          356.21   (f) ADJ UNCH    2 0
 FG1157
 FG1157.Superseded values are not recommended for survey control.
 FG1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1157.See file dsdata.txt to determine how the superseded data were derived.
 FG1157
 FG1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU910756(NAD 83)
 FG1157_MARKER: DB = BENCH MARK DISK
 FG1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1157_STAMPING: Z-69 1934
 FG1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1157+STABILITY: SURFACE MOTION
 FG1157
 FG1157  HISTORY     - Date     Condition        Report By
 FG1157  HISTORY     - 1934     MONUMENTED       CGS
 FG1157  HISTORY     - 1965     GOOD             USFS
 FG1157
 FG1157                          STATION DESCRIPTION
 FG1157
 FG1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG1157'2.1 MI E FROM BIRTA.
 FG1157'2.1 MILES EAST OF, ALONG C.R.I. AND P. RY. FROM STATION ABOUT 500 FEET
 FG1157'NORTHWEST OF A.C. GEORGES FARM HOUSE.  ABOUT 300 FEET EAST OF RAILROAD
 FG1157'BRIDGE NO. 2015.  ABOUT 125 FEET NORTH OF CENTERLINE OF ST. HWY. 10.
 FG1157'45.4 FEET NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.
 FG1157'3.6 FEET NORTH OF TELEPHONE MARKED 201+15. 2.4 FEET SOUTH OF FENCE
 FG1157'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG1157
 FG1157                          STATION RECOVERY (1965)
 FG1157
 FG1157'RECOVERY NOTE BY US FOREST SERVICE 1965
 FG1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1297 ***********************************************************************
 FF1297  DESIGNATION -  Z 7
 FF1297  PID         -  FF1297
 FF1297  STATE/COUNTY-  AR/CLEBURNE
 FF1297  USGS QUAD   -  WEST PANGBURN (1992)
 FF1297
 FF1297                         *CURRENT SURVEY CONTROL
 FF1297  ___________________________________________________________________
 FF1297* NAD 83(1986)-  35 26 49.     (N)    091 54 10.     (W)     SCALED    
 FF1297* NAVD 88     -        82.380  (meters)     270.27   (feet)  ADJUSTED  
 FF1297  ___________________________________________________________________
 FF1297  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FF1297  DYNAMIC HT  -          82.306 (meters)     270.03  (feet)  COMP
 FF1297  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 FF1297
 FF1297  VERT ORDER  -  FIRST     CLASS II
 FF1297
 FF1297.The horizontal coordinates were scaled from a topographic map and have
 FF1297.an estimated accuracy of +/- 6 seconds.
 FF1297
 FF1297.The orthometric height was determined by differential leveling
 FF1297.and adjusted by the National Geodetic Survey in June 1991..
 FF1297
 FF1297.The geoid height was determined by GEOID03.
 FF1297
 FF1297.The dynamic height is computed by dividing the NAVD 88
 FF1297.geopotential number by the normal gravity value computed on the
 FF1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1297.degrees latitude (g = 980.6199 gals.).
 FF1297
 FF1297.The modeled gravity was interpolated from observed gravity values.
 FF1297
 FF1297;                    North         East    Units  Estimated Accuracy
 FF1297;SPC AR N     -   123,550.      408,830.      MT  (+/- 180 meters Scaled)
 FF1297
 FF1297                          SUPERSEDED SURVEY CONTROL
 FF1297
 FF1297  NGVD 29 (??/??/??)   82.317  (m)          270.07   (f) ADJUSTED    1 2
 FF1297
 FF1297.Superseded values are not recommended for survey control.
 FF1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1297.See file dsdata.txt to determine how the superseded data were derived.
 FF1297
 FF1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV995231(NAD 83)
 FF1297_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FF1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1297_SP_SET: STONE
 FF1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1297+STABILITY: SURFACE MOTION
 FF1297
 FF1297  HISTORY     - Date     Condition        Report By
 FF1297  HISTORY     - 1931     MONUMENTED       CGS
 FF1297  HISTORY     - 1935     GOOD             CGS
 FF1297
 FF1297                          STATION DESCRIPTION
 FF1297
 FF1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF1297'4 MI N FROM PANGBURN.
 FF1297'AT LODGE GRASS, CLEBURNE COUNTY, BETWEEN THE CHICAGO, BURLINGTON
 FF1297'AND QUINCY RAILROAD STATION AND THE GEORGE PEASE INDIAN STORE,
 FF1297'68.2 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET
 FF1297'EAST OF THE RIGHT-OF-WAY FENCE.  THE BOTTOM OF A SQUARE HOLE CUT
 FF1297'IN THE TOP OF A STONE POST, AND MARKED U.S.B.M.  NOTE-- IN
 FF1297'SEPTEMBER 1934 IT WAS REPORTED THAT THE POST WAS IN A MUD HOLE
 FF1297'IN THE ROAD AND THAT PASSING VEHICLES HAS WORN THE CORNERS OF
 FF1297'THE POST AND PROBABLY CAUSED IT TO SETTLE.
 FF1297
 FF1297                          STATION RECOVERY (1935)
 FF1297
 FF1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FF1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0387 ***********************************************************************
 FG0387  DESIGNATION -  Z 70
 FG0387  PID         -  FG0387
 FG0387  STATE/COUNTY-  AR/PERRY
 FG0387  USGS QUAD   -  ADONA (1989)
 FG0387
 FG0387                         *CURRENT SURVEY CONTROL
 FG0387  ___________________________________________________________________
 FG0387* NAD 83(1986)-  35 02 15.     (N)    092 56 43.     (W)     SCALED    
 FG0387* NAVD 88     -       125.224  (meters)     410.84   (feet)  ADJUSTED  
 FG0387  ___________________________________________________________________
 FG0387  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FG0387  DYNAMIC HT  -         125.102 (meters)     410.44  (feet)  COMP
 FG0387  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 FG0387
 FG0387  VERT ORDER  -  SECOND    CLASS 0
 FG0387
 FG0387.The horizontal coordinates were scaled from a topographic map and have
 FG0387.an estimated accuracy of +/- 6 seconds.
 FG0387
 FG0387.The orthometric height was determined by differential leveling
 FG0387.and adjusted by the National Geodetic Survey in June 1991..
 FG0387
 FG0387.The geoid height was determined by GEOID03.
 FG0387
 FG0387.The dynamic height is computed by dividing the NAVD 88
 FG0387.geopotential number by the normal gravity value computed on the
 FG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0387.degrees latitude (g = 980.6199 gals.).
 FG0387
 FG0387.The modeled gravity was interpolated from observed gravity values.
 FG0387
 FG0387;                    North         East    Units  Estimated Accuracy
 FG0387;SPC AR N     -    78,540.      313,750.      MT  (+/- 180 meters Scaled)
 FG0387
 FG0387                          SUPERSEDED SURVEY CONTROL
 FG0387
 FG0387  NGVD 29 (??/??/92)  125.222  (m)          410.83   (f) ADJ UNCH    2 0
 FG0387
 FG0387.Superseded values are not recommended for survey control.
 FG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0387.See file dsdata.txt to determine how the superseded data were derived.
 FG0387
 FG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU049772(NAD 83)
 FG0387_MARKER: DB = BENCH MARK DISK
 FG0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0387_STAMPING: Z-70 1934
 FG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0387+STABILITY: SURFACE MOTION
 FG0387
 FG0387  HISTORY     - Date     Condition        Report By
 FG0387  HISTORY     - 1934     MONUMENTED       CGS
 FG0387  HISTORY     - 1939     GOOD             NGS
 FG0387
 FG0387                          STATION DESCRIPTION
 FG0387
 FG0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0387'2.7 MI W FROM ADONA.
 FG0387'ABOUT 110 FEET EAST OF TELEPHONE POLE MARKED 192/20.  51.8 FEET
 FG0387'NORTHEAST OF CENTERLINE OF FARM ROAD AT RAILROAD CROSSING.  46.7 FEET
 FG0387'NORTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.  13.3
 FG0387'FEET EAST OF EAST END OF IRON GATE.  1.9 FEET SOUTH OF FENCE
 FG0387'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FG0387
 FG0387                          STATION RECOVERY (1939)
 FG0387
 FG0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 FG0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0254 ***********************************************************************
 EJ0254  DESIGNATION -  Z 71
 EJ0254  PID         -  EJ0254
 EJ0254  STATE/COUNTY-  AR/PULASKI
 EJ0254  USGS QUAD   -  PINNACLE MOUNTAIN (1986)
 EJ0254
 EJ0254                         *CURRENT SURVEY CONTROL
 EJ0254  ___________________________________________________________________
 EJ0254* NAD 83(1986)-  34 48 50.     (N)    092 26 29.     (W)     SCALED    
 EJ0254* NAVD 88     -        79.622  (meters)     261.23   (feet)  ADJUSTED  
 EJ0254  ___________________________________________________________________
 EJ0254  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EJ0254  DYNAMIC HT  -          79.548 (meters)     260.98  (feet)  COMP
 EJ0254  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 EJ0254
 EJ0254  VERT ORDER  -  SECOND    CLASS 0
 EJ0254
 EJ0254.The horizontal coordinates were scaled from a topographic map and have
 EJ0254.an estimated accuracy of +/- 6 seconds.
 EJ0254
 EJ0254.The orthometric height was determined by differential leveling
 EJ0254.and adjusted by the National Geodetic Survey in June 1991..
 EJ0254
 EJ0254.The geoid height was determined by GEOID03.
 EJ0254
 EJ0254.The dynamic height is computed by dividing the NAVD 88
 EJ0254.geopotential number by the normal gravity value computed on the
 EJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0254.degrees latitude (g = 980.6199 gals.).
 EJ0254
 EJ0254.The modeled gravity was interpolated from observed gravity values.
 EJ0254
 EJ0254;                    North         East    Units  Estimated Accuracy
 EJ0254;SPC AR S     -   638,250.      359,620.      MT  (+/- 180 meters Scaled)
 EJ0254
 EJ0254                          SUPERSEDED SURVEY CONTROL
 EJ0254
 EJ0254  NGVD 29 (??/??/92)   79.666  (m)          261.37   (f) ADJ UNCH    2 0
 EJ0254
 EJ0254.Superseded values are not recommended for survey control.
 EJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0254.See file dsdata.txt to determine how the superseded data were derived.
 EJ0254
 EJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU510525(NAD 83)
 EJ0254_MARKER: DB = BENCH MARK DISK
 EJ0254_SETTING: 0 = UNSPECIFIED SETTING
 EJ0254_STAMPING: Z-71 1934
 EJ0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0254
 EJ0254  HISTORY     - Date     Condition        Report By
 EJ0254  HISTORY     - 1934     MONUMENTED       CGS
 EJ0254
 EJ0254                          STATION DESCRIPTION
 EJ0254
 EJ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EJ0254'2.6 MI E FROM PINNACLE.
 EJ0254'2.6 MILES EAST OF, ALONG C.R.I. AND P. RY. FROM STATION POST SET IN
 EJ0254'SOUTH CORNER OF COTTON GIN YARD AT MAUMELLE SIDING.  330 FEET
 EJ0254'NORTHEAST OF CHICAGO, ROCK ISLAND AND PACIFIC RY. DEPOT.  ABOUT 195
 EJ0254'FEET SOUTHWEST OF TELEPHONE POLE MARKED 150+10.  62 FEET SOUTHWEST OF
 EJ0254'SOUTHWEST CORNER OF GIN.  59.9 FEET NORTHWEST OF CENTERLINE OF
 EJ0254'CHICAGO, ROCK ISLAND AND PACIFIC R.R. NEAREST TRACK.  3 FEET NORTH OF
 EJ0254'SOUTH CORNER OF FENCE.  1.7 FEET NORTHWEST OF FENCE PARALLELING
 EJ0254'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0410 ***********************************************************************
 FG0410  DESIGNATION -  Z 72
 FG0410  PID         -  FG0410
 FG0410  STATE/COUNTY-  AR/PERRY
 FG0410  USGS QUAD   -  PERRYVILLE (1989)
 FG0410
 FG0410                         *CURRENT SURVEY CONTROL
 FG0410  ___________________________________________________________________
 FG0410* NAD 83(1986)-  35 00 23.     (N)    092 48 08.     (W)     SCALED    
 FG0410* NAVD 88     -        89.788  (meters)     294.58   (feet)  ADJUSTED  
 FG0410  ___________________________________________________________________
 FG0410  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FG0410  DYNAMIC HT  -          89.702 (meters)     294.30  (feet)  COMP
 FG0410  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FG0410
 FG0410  VERT ORDER  -  SECOND    CLASS 0
 FG0410
 FG0410.The horizontal coordinates were scaled from a topographic map and have
 FG0410.an estimated accuracy of +/- 6 seconds.
 FG0410
 FG0410.The orthometric height was determined by differential leveling
 FG0410.and adjusted by the National Geodetic Survey in June 1991..
 FG0410
 FG0410.The geoid height was determined by GEOID03.
 FG0410
 FG0410.The dynamic height is computed by dividing the NAVD 88
 FG0410.geopotential number by the normal gravity value computed on the
 FG0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0410.degrees latitude (g = 980.6199 gals.).
 FG0410
 FG0410.The modeled gravity was interpolated from observed gravity values.
 FG0410
 FG0410;                    North         East    Units  Estimated Accuracy
 FG0410;SPC AR N     -    74,970.      326,770.      MT  (+/- 180 meters Scaled)
 FG0410
 FG0410                          SUPERSEDED SURVEY CONTROL
 FG0410
 FG0410  NGVD 29 (??/??/92)   89.809  (m)          294.65   (f) ADJ UNCH    2 0
 FG0410
 FG0410.Superseded values are not recommended for survey control.
 FG0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0410.See file dsdata.txt to determine how the superseded data were derived.
 FG0410
 FG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU180737(NAD 83)
 FG0410_MARKER: DB = BENCH MARK DISK
 FG0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0410_SP_SET: BUILDING WALL
 FG0410_STAMPING: Z-72 1934
 FG0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0410
 FG0410  HISTORY     - Date     Condition        Report By
 FG0410  HISTORY     - 1934     MONUMENTED       CGS
 FG0410  HISTORY     - 1940     GOOD             NGS
 FG0410
 FG0410                          STATION DESCRIPTION
 FG0410
 FG0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0410'IN PERRYVILLE.
 FG0410'STANDARD BRONZE TABLET SET VERTICALLY IN BRICK WALL ON WEST SIDE OF
 FG0410'PERRYVILLE HIGH SCHOOL BUILDING.  37.6 FEET NORTH OF SOUTHWEST CORNER
 FG0410'OF BUILDING.  12.4 FEET SOUTH OF SOUTH SIDE OF CENTER ENTRANCE DOOR ON
 FG0410'WEST SIDE OF BUILDING.  11 FEET NORTH OF NORTH SIDE OF SOUTHWEST
 FG0410'ENTRANCE DOOR ON WEST SIDE OF BUILDING.  4.1 FEET ABOVE THE GROUND.
 FG0410
 FG0410                          STATION RECOVERY (1940)
 FG0410
 FG0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 FG0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0894 ***********************************************************************
 FF0894  DESIGNATION -  Z 74
 FF0894  PID         -  FF0894
 FF0894  STATE/COUNTY-  AR/CRAIGHEAD
 FF0894  USGS QUAD   -  BONO (1980)
 FF0894
 FF0894                         *CURRENT SURVEY CONTROL
 FF0894  ___________________________________________________________________
 FF0894* NAD 83(1986)-  35 54 00.     (N)    090 47 48.     (W)     SCALED    
 FF0894* NAVD 88     -        81.103  (meters)     266.09   (feet)  ADJUSTED  
 FF0894  ___________________________________________________________________
 FF0894  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FF0894  DYNAMIC HT  -          81.035 (meters)     265.86  (feet)  COMP
 FF0894  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 FF0894
 FF0894  VERT ORDER  -  SECOND    CLASS 0
 FF0894
 FF0894.The horizontal coordinates were scaled from a topographic map and have
 FF0894.an estimated accuracy of +/- 6 seconds.
 FF0894
 FF0894.The orthometric height was determined by differential leveling
 FF0894.and adjusted by the National Geodetic Survey in June 1991..
 FF0894
 FF0894.The geoid height was determined by GEOID03.
 FF0894
 FF0894.The dynamic height is computed by dividing the NAVD 88
 FF0894.geopotential number by the normal gravity value computed on the
 FF0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0894.degrees latitude (g = 980.6199 gals.).
 FF0894
 FF0894.The modeled gravity was interpolated from observed gravity values.
 FF0894
 FF0894;                    North         East    Units  Estimated Accuracy
 FF0894;SPC AR N     -   174,470.      508,630.      MT  (+/- 180 meters Scaled)
 FF0894
 FF0894                          SUPERSEDED SURVEY CONTROL
 FF0894
 FF0894  NGVD 29 (??/??/??)   81.019  (m)          265.81   (f) ADJUSTED    2 0
 FF0894
 FF0894.Superseded values are not recommended for survey control.
 FF0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0894.See file dsdata.txt to determine how the superseded data were derived.
 FF0894
 FF0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV988751(NAD 83)
 FF0894_MARKER: DB = BENCH MARK DISK
 FF0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0894_STAMPING: Z 74 1934
 FF0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0894+STABILITY: SURFACE MOTION
 FF0894
 FF0894  HISTORY     - Date     Condition        Report By
 FF0894  HISTORY     - 1934     MONUMENTED       CGS
 FF0894  HISTORY     - 1938     GOOD             CGS
 FF0894  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF0894
 FF0894                          STATION DESCRIPTION
 FF0894
 FF0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0894'0.6 MI SE FROM BONO.
 FF0894'ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 63 FROM THE MISSOURI
 FF0894'PACIFIC RAILROAD STATION AT BONO, CRAIGHEAD COUNTY, ABOUT 300
 FF0894'FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE
 FF0894'A.D. COLEMAN HOME, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FF0894'HIGHWAY, AND 8 FEET NORTH OF A CORNER FENCE POST.  A STANDARD
 FF0894'DISK, STAMPED Z 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF0894
 FF0894                          STATION RECOVERY (1938)
 FF0894
 FF0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF0894'RECOVERED IN GOOD CONDITION.
 FF0894
 FF0894                          STATION RECOVERY (1975)
 FF0894
 FF0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0892 ***********************************************************************
 FF0892  DESIGNATION -  Z 75
 FF0892  PID         -  FF0892
 FF0892  STATE/COUNTY-  AR/CRAIGHEAD
 FF0892  USGS QUAD   -  HERMAN (1980)
 FF0892
 FF0892                         *CURRENT SURVEY CONTROL
 FF0892  ___________________________________________________________________
 FF0892* NAD 83(1986)-  35 52 19.     (N)    090 47 00.     (W)     SCALED    
 FF0892* NAVD 88     -       108.043  (meters)     354.47   (feet)  ADJUSTED  
 FF0892  ___________________________________________________________________
 FF0892  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FF0892  DYNAMIC HT  -         107.952 (meters)     354.17  (feet)  COMP
 FF0892  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 FF0892
 FF0892  VERT ORDER  -  SECOND    CLASS 0
 FF0892
 FF0892.The horizontal coordinates were scaled from a topographic map and have
 FF0892.an estimated accuracy of +/- 6 seconds.
 FF0892
 FF0892.The orthometric height was determined by differential leveling
 FF0892.and adjusted by the National Geodetic Survey in June 1991..
 FF0892
 FF0892.The geoid height was determined by GEOID03.
 FF0892
 FF0892.The dynamic height is computed by dividing the NAVD 88
 FF0892.geopotential number by the normal gravity value computed on the
 FF0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0892.degrees latitude (g = 980.6199 gals.).
 FF0892
 FF0892.The modeled gravity was interpolated from observed gravity values.
 FF0892
 FF0892;                    North         East    Units  Estimated Accuracy
 FF0892;SPC AR N     -   171,380.      509,870.      MT  (+/- 180 meters Scaled)
 FF0892
 FF0892                          SUPERSEDED SURVEY CONTROL
 FF0892
 FF0892  NGVD 29 (??/??/??)  107.959  (m)          354.20   (f) ADJUSTED    2 0
 FF0892
 FF0892.Superseded values are not recommended for survey control.
 FF0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0892.See file dsdata.txt to determine how the superseded data were derived.
 FF0892
 FF0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV001720(NAD 83)
 FF0892_MARKER: DB = BENCH MARK DISK
 FF0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0892_STAMPING: Z 75 1934
 FF0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0892+STABILITY: SURFACE MOTION
 FF0892
 FF0892  HISTORY     - Date     Condition        Report By
 FF0892  HISTORY     - 1934     MONUMENTED       CGS
 FF0892  HISTORY     - 1938     GOOD             CGS
 FF0892  HISTORY     - 1975     MARK NOT FOUND   USGS
 FF0892
 FF0892                          STATION DESCRIPTION
 FF0892
 FF0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0892'2.6 MI SE FROM BONO.
 FF0892'ABOUT 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 63 FROM THE MISSOURI
 FF0892'PACIFIC RAILROAD STATION AT BONO, CRAIGHEAD COUNTY, ABOUT 1 MILE
 FF0892'NORTHWEST OF THE JUNCTION WITH STATE HIGHWAY 18, ABOUT 72 FEET
 FF0892'SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY LEADING TO A SMALL
 FF0892'FARMHOUSE, 42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 FF0892'33 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST.  A STANDARD DISK,
 FF0892'STAMPED Z 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF0892
 FF0892                          STATION RECOVERY (1938)
 FF0892
 FF0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 FF0892'RECOVERED IN GOOD CONDITION.
 FF0892
 FF0892                          STATION RECOVERY (1975)
 FF0892
 FF0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FF0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0706 ***********************************************************************
 FF0706  DESIGNATION -  Z 76
 FF0706  PID         -  FF0706
 FF0706  STATE/COUNTY-  AR/CROSS
 FF0706  USGS QUAD   -  WYNNE (1992)
 FF0706
 FF0706                         *CURRENT SURVEY CONTROL
 FF0706  ___________________________________________________________________
 FF0706* NAD 83(1986)-  35 13 57.     (N)    090 47 25.     (W)     SCALED    
 FF0706* NAVD 88     -        75.225  (meters)     246.80   (feet)  ADJUSTED  
 FF0706  ___________________________________________________________________
 FF0706  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0706  DYNAMIC HT  -          75.157 (meters)     246.58  (feet)  COMP
 FF0706  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 FF0706
 FF0706  VERT ORDER  -  FIRST     CLASS II
 FF0706
 FF0706.The horizontal coordinates were scaled from a topographic map and have
 FF0706.an estimated accuracy of +/- 6 seconds.
 FF0706
 FF0706.The orthometric height was determined by differential leveling
 FF0706.and adjusted by the National Geodetic Survey in June 1991..
 FF0706.WARNING-Repeat measurements at this control monument indicate possible
 FF0706.vertical movement.
 FF0706
 FF0706.The geoid height was determined by GEOID03.
 FF0706
 FF0706.The dynamic height is computed by dividing the NAVD 88
 FF0706.geopotential number by the normal gravity value computed on the
 FF0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0706.degrees latitude (g = 980.6199 gals.).
 FF0706
 FF0706.The modeled gravity was interpolated from observed gravity values.
 FF0706
 FF0706;                    North         East    Units  Estimated Accuracy
 FF0706;SPC AR N     -   100,430.      510,110.      MT  (+/- 180 meters Scaled)
 FF0706
 FF0706                          SUPERSEDED SURVEY CONTROL
 FF0706
 FF0706  NGVD 29 (??/??/??)   75.195  (m)          246.70   (f) ADJUSTED    1 2
 FF0706
 FF0706.Superseded values are not recommended for survey control.
 FF0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0706.See file dsdata.txt to determine how the superseded data were derived.
 FF0706
 FF0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV010010(NAD 83)
 FF0706_MARKER: DB = BENCH MARK DISK
 FF0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0706_STAMPING: Z 76 1934
 FF0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0706+STABILITY: SURFACE MOTION
 FF0706
 FF0706  HISTORY     - Date     Condition        Report By
 FF0706  HISTORY     - 1934     MONUMENTED       CGS
 FF0706  HISTORY     - 1956     GOOD             CGS
 FF0706  HISTORY     - 1982     MARK NOT FOUND   USGS
 FF0706
 FF0706                          STATION DESCRIPTION
 FF0706
 FF0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0706'0.5 MI N FROM WYNNE.
 FF0706'ABOUT 0.5 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FF0706'STATION AT WYNNE, ACROSS TRACK FROM THE 4TH TELEPHONE POLE NORTH
 FF0706'OF MILE POLE 280, AT ABOUT RIGHT ANGLE ACROSS TRACK FROM THE
 FF0706'SOUTH LEGS OF A COTTON COMPRESS WATER TOWER, 65 1/2 FEET WEST OF
 FF0706'WEST RAIL OF WEST TRACK, 79 1/2 FEET WEST OF WEST RAIL OF MAIN
 FF0706'TRACK, 38 FEET WEST OF TELEPHONE POLE NO. 1535, 94.2 FEET
 FF0706'SOUTHWEST OF SOUTHWEST CORNER OF WEST HEAD WALL OF A 20-FOOT
 FF0706'CONCRETE CULVERT WITH PARTITION, ABOUT 6 FEET BELOW LEVEL OF
 FF0706'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 FF0706
 FF0706                          STATION RECOVERY (1982)
 FF0706
 FF0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 FF0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1448 ***********************************************************************
 DK1448  DESIGNATION -  Z 77
 DK1448  PID         -  DK1448
 DK1448  STATE/COUNTY-  AR/DREW
 DK1448  USGS QUAD   -  MONTICELLO NORTH (1966)
 DK1448
 DK1448                         *CURRENT SURVEY CONTROL
 DK1448  ___________________________________________________________________
 DK1448* NAD 83(1986)-  33 39 50.     (N)    091 48 47.     (W)     SCALED    
 DK1448* NAVD 88     -        93.063  (meters)     305.32   (feet)  ADJUSTED  
 DK1448  ___________________________________________________________________
 DK1448  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DK1448  DYNAMIC HT  -          92.968 (meters)     305.01  (feet)  COMP
 DK1448  MODELED GRAV-     979,617.6   (mgal)                       NAVD 88
 DK1448
 DK1448  VERT ORDER  -  SECOND    CLASS 0
 DK1448
 DK1448.The horizontal coordinates were scaled from a topographic map and have
 DK1448.an estimated accuracy of +/- 6 seconds.
 DK1448
 DK1448.The orthometric height was determined by differential leveling
 DK1448.and adjusted by the National Geodetic Survey in June 1991..
 DK1448
 DK1448.The geoid height was determined by GEOID03.
 DK1448
 DK1448.The dynamic height is computed by dividing the NAVD 88
 DK1448.geopotential number by the normal gravity value computed on the
 DK1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1448.degrees latitude (g = 980.6199 gals.).
 DK1448
 DK1448.The modeled gravity was interpolated from observed gravity values.
 DK1448
 DK1448;                    North         East    Units  Estimated Accuracy
 DK1448;SPC AR S     -   510,620.      417,340.      MT  (+/- 180 meters Scaled)
 DK1448
 DK1448                          SUPERSEDED SURVEY CONTROL
 DK1448
 DK1448  NGVD 29 (??/??/??)   93.165  (m)          305.66   (f) ADJUSTED    2 0
 DK1448
 DK1448.Superseded values are not recommended for survey control.
 DK1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1448.See file dsdata.txt to determine how the superseded data were derived.
 DK1448
 DK1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT100255(NAD 83)
 DK1448_MARKER: DB = BENCH MARK DISK
 DK1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1448_STAMPING: Z-77 1935
 DK1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1448+STABILITY: SURFACE MOTION
 DK1448
 DK1448  HISTORY     - Date     Condition        Report By
 DK1448  HISTORY     - 1935     MONUMENTED       CGS
 DK1448  HISTORY     - 1965     MARK NOT FOUND   USGS
 DK1448
 DK1448                          STATION DESCRIPTION
 DK1448
 DK1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1448'3.1 MI N FROM MONTICELLO.
 DK1448'3.1 MILES NORTH OF, ALONG ST.HWY.13, FROM COURTHOUSE ABOUT 0.1 MILE
 DK1448'SOUTH OF THE JUNCTION OF ST. HWYS. 13 AND 35.  93 FEET EAST OF THE
 DK1448'SOUTH PORCH COLUMN OF A HOUSE OWNED BY E. L. BARNETT. 30 FEET EAST OF
 DK1448'CENTER OF HWY.13.  4 FEET SOUTH OF A TELEPHONE POLE.  2 FEET WEST OF
 DK1448'R/W FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST.
 DK1448
 DK1448                          STATION RECOVERY (1965)
 DK1448
 DK1448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DK1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0785 ***********************************************************************
 EJ0785  DESIGNATION -  Z 78
 EJ0785  PID         -  EJ0785
 EJ0785  STATE/COUNTY-  AR/GARLAND
 EJ0785  USGS QUAD   -  FOUNTAIN LAKE (1984)
 EJ0785
 EJ0785                         *CURRENT SURVEY CONTROL
 EJ0785  ___________________________________________________________________
 EJ0785* NAD 83(1986)-  34 32 24.     (N)    092 53 03.     (W)     SCALED    
 EJ0785* NAVD 88     -       198.444  (meters)     651.06   (feet)  ADJUSTED  
 EJ0785  ___________________________________________________________________
 EJ0785  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EJ0785  DYNAMIC HT  -         198.251 (meters)     650.43  (feet)  COMP
 EJ0785  MODELED GRAV-     979,660.6   (mgal)                       NAVD 88
 EJ0785
 EJ0785  VERT ORDER  -  SECOND    CLASS 0
 EJ0785
 EJ0785.The horizontal coordinates were scaled from a topographic map and have
 EJ0785.an estimated accuracy of +/- 6 seconds.
 EJ0785
 EJ0785.The orthometric height was determined by differential leveling
 EJ0785.and adjusted by the National Geodetic Survey in June 1991..
 EJ0785
 EJ0785.The geoid height was determined by GEOID03.
 EJ0785
 EJ0785.The dynamic height is computed by dividing the NAVD 88
 EJ0785.geopotential number by the normal gravity value computed on the
 EJ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0785.degrees latitude (g = 980.6199 gals.).
 EJ0785
 EJ0785.The modeled gravity was interpolated from observed gravity values.
 EJ0785
 EJ0785;                    North         East    Units  Estimated Accuracy
 EJ0785;SPC AR S     -   608,130.      318,840.      MT  (+/- 180 meters Scaled)
 EJ0785
 EJ0785                          SUPERSEDED SURVEY CONTROL
 EJ0785
 EJ0785  NGVD 29 (??/??/92)  198.443  (m)          651.06   (f) ADJ UNCH    2 0
 EJ0785
 EJ0785.Superseded values are not recommended for survey control.
 EJ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0785.See file dsdata.txt to determine how the superseded data were derived.
 EJ0785
 EJ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU106220(NAD 83)
 EJ0785_MARKER: DB = BENCH MARK DISK
 EJ0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0785_SP_SET: CULVERT
 EJ0785_STAMPING: Z-78 1935
 EJ0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0785
 EJ0785  HISTORY     - Date     Condition        Report By
 EJ0785  HISTORY     - 1935     MONUMENTED       CGS
 EJ0785  HISTORY     - 1939     GOOD             NGS
 EJ0785
 EJ0785                          STATION DESCRIPTION
 EJ0785
 EJ0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0785'5.1 MI W FROM LONSDALE.
 EJ0785'5.1 MILES WEST OF, ALONG M.P.R.R.FROM STATION.  TABLET SET
 EJ0785'HORIZONTALLY ON WEST END OF SOUTH HEADWALL TO RAILROAD UNDERPASS WITH
 EJ0785'FARM ROAD AND CREEK RUNNING UNDER R.R.  62.9 FT. WEST OF RAILROAD
 EJ0785'SIGNAL POWER STAND.  16.7 FT. SOUTH OF CENTERLINE OF MISSOURI PACIFIC
 EJ0785'R.R.  0.6 FT. EAST OF WEST END OF HEADWALL.  .6 FT. NORTH OF SOUTH
 EJ0785'EDGE OF HEADWALL.
 EJ0785
 EJ0785                          STATION RECOVERY (1939)
 EJ0785
 EJ0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EJ0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0581 ***********************************************************************
 EJ0581  DESIGNATION -  Z 79
 EJ0581  PID         -  EJ0581
 EJ0581  STATE/COUNTY-  AR/GRANT
 EJ0581  USGS QUAD   -  BELFAST (1984)
 EJ0581
 EJ0581                         *CURRENT SURVEY CONTROL
 EJ0581  ___________________________________________________________________
 EJ0581* NAD 83(1986)-  34 25 55.     (N)    092 28 32.     (W)     SCALED    
 EJ0581* NAVD 88     -        86.297  (meters)     283.13   (feet)  ADJUSTED  
 EJ0581  ___________________________________________________________________
 EJ0581  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 EJ0581  DYNAMIC HT  -          86.215 (meters)     282.86  (feet)  COMP
 EJ0581  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 EJ0581
 EJ0581  VERT ORDER  -  SECOND    CLASS 0
 EJ0581
 EJ0581.The horizontal coordinates were scaled from a topographic map and have
 EJ0581.an estimated accuracy of +/- 6 seconds.
 EJ0581
 EJ0581.The orthometric height was determined by differential leveling
 EJ0581.and adjusted by the National Geodetic Survey in June 1991..
 EJ0581
 EJ0581.The geoid height was determined by GEOID03.
 EJ0581
 EJ0581.The dynamic height is computed by dividing the NAVD 88
 EJ0581.geopotential number by the normal gravity value computed on the
 EJ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0581.degrees latitude (g = 980.6199 gals.).
 EJ0581
 EJ0581.The modeled gravity was interpolated from observed gravity values.
 EJ0581
 EJ0581;                    North         East    Units  Estimated Accuracy
 EJ0581;SPC AR S     -   595,900.      356,290.      MT  (+/- 180 meters Scaled)
 EJ0581
 EJ0581                          SUPERSEDED SURVEY CONTROL
 EJ0581
 EJ0581  NGVD 29 (??/??/92)   86.338  (m)          283.26   (f) ADJ UNCH    2 0
 EJ0581
 EJ0581.Superseded values are not recommended for survey control.
 EJ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0581.See file dsdata.txt to determine how the superseded data were derived.
 EJ0581
 EJ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU481101(NAD 83)
 EJ0581_MARKER: DB = BENCH MARK DISK
 EJ0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0581_STAMPING: Z 79 1935
 EJ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0581+STABILITY: SURFACE MOTION
 EJ0581
 EJ0581  HISTORY     - Date     Condition        Report By
 EJ0581  HISTORY     - 1935     MONUMENTED       CGS
 EJ0581
 EJ0581                          STATION DESCRIPTION
 EJ0581
 EJ0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0581'10.1 MI NW FROM SHERIDAN.
 EJ0581'ABOUT 10.1 MILES NORTHWEST OF, ALONG M.P.R.R. FROM STATION.  ABOUT 300
 EJ0581'FEET NORTH OF MILEPOST 380.  ABOUT 300 FEET SOUTH OF RAILROAD SPUR TO
 EJ0581'LUMBER CAMP.  51.2 FT. NORTHEAST OF CENTERLINE OF PRIVATE RAILROAD
 EJ0581'CROSSING.  48.8 FEET EAST OF CENTERLINE OF MISSOURI PACIFIC R.R. 18.2
 EJ0581'FEET NORTH OF NORTH END OF OPENING IN FENCE.  17.3 FEET NORTHEAST OF
 EJ0581'16-INCH IN DIAMETER PINE TREE.  1.7 FT. WEST OF FENCE PARALLELING
 EJ0581'RAILROAD.  TABLET STAMPED AND SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF0947 ***********************************************************************
 FF0947  DESIGNATION -  Z 8
 FF0947  PID         -  FF0947
 FF0947  STATE/COUNTY-  AR/JACKSON
 FF0947  USGS QUAD   -  NEWPORT (1981)
 FF0947
 FF0947                         *CURRENT SURVEY CONTROL
 FF0947  ___________________________________________________________________
 FF0947* NAD 83(1986)-  35 33 54.     (N)    091 21 18.     (W)     SCALED    
 FF0947* NAVD 88     -        69.366  (meters)     227.58   (feet)  ADJUSTED  
 FF0947  ___________________________________________________________________
 FF0947  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0947  DYNAMIC HT  -          69.306 (meters)     227.38  (feet)  COMP
 FF0947  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 FF0947
 FF0947  VERT ORDER  -  FIRST     CLASS II
 FF0947
 FF0947.The horizontal coordinates were scaled from a topographic map and have
 FF0947.an estimated accuracy of +/- 6 seconds.
 FF0947
 FF0947.The orthometric height was determined by differential leveling
 FF0947.and adjusted by the National Geodetic Survey in June 1991..
 FF0947
 FF0947.The geoid height was determined by GEOID03.
 FF0947
 FF0947.The dynamic height is computed by dividing the NAVD 88
 FF0947.geopotential number by the normal gravity value computed on the
 FF0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0947.degrees latitude (g = 980.6199 gals.).
 FF0947
 FF0947.The modeled gravity was interpolated from observed gravity values.
 FF0947
 FF0947;                    North         East    Units  Estimated Accuracy
 FF0947;SPC AR N     -   136,830.      458,470.      MT  (+/- 180 meters Scaled)
 FF0947
 FF0947                          SUPERSEDED SURVEY CONTROL
 FF0947
 FF0947  NGVD 29 (??/??/??)   69.307  (m)          227.38   (f) ADJUSTED    1 2
 FF0947
 FF0947.Superseded values are not recommended for survey control.
 FF0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0947.See file dsdata.txt to determine how the superseded data were derived.
 FF0947
 FF0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV490369(NAD 83)
 FF0947_MARKER: DB = BENCH MARK DISK
 FF0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0947_STAMPING: 227.385 Z 8 1931
 FF0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0947+STABILITY: SURFACE MOTION
 FF0947
 FF0947  HISTORY     - Date     Condition        Report By
 FF0947  HISTORY     - 1931     MONUMENTED       CGS
 FF0947  HISTORY     - 1961     MARK NOT FOUND   USGS
 FF0947
 FF0947                          STATION DESCRIPTION
 FF0947
 FF0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FF0947'5 MI SW FROM NEWPORT.
 FF0947'ABOUT 5.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 FF0947'FROM THE STATION AT NEWPORT, JACKSON COUNTY, 56 FEET NORTH OF
 FF0947'THE SECOND POLE NORTH OF THE ROAD CROSSING AT NUCKLES, 38 FEET
 FF0947'WEST OF THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND IN LINE
 FF0947'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 227.385 Z 8 1931
 FF0947'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- TRACKS AND BED
 FF0947'HAVE BEEN RECONDITIONED, AND TABLET EITHER COVERED OR DUG UP.
 FF0947
 FF0947                          STATION RECOVERY (1961)
 FF0947
 FF0947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FF0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0703 ***********************************************************************
 EJ0703  DESIGNATION -  Z 80
 EJ0703  PID         -  EJ0703
 EJ0703  STATE/COUNTY-  AR/GRANT
 EJ0703  USGS QUAD   -  POYEN (1984)
 EJ0703
 EJ0703                         *CURRENT SURVEY CONTROL
 EJ0703  ___________________________________________________________________
 EJ0703* NAD 83(1986)-  34 21 08.     (N)    092 38 20.     (W)     SCALED    
 EJ0703* NAVD 88     -        69.397  (meters)     227.68   (feet)  ADJUSTED  
 EJ0703  ___________________________________________________________________
 EJ0703  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EJ0703  DYNAMIC HT  -          69.331 (meters)     227.46  (feet)  COMP
 EJ0703  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 EJ0703
 EJ0703  VERT ORDER  -  SECOND    CLASS 0
 EJ0703
 EJ0703.The horizontal coordinates were scaled from a topographic map and have
 EJ0703.an estimated accuracy of +/- 6 seconds.
 EJ0703
 EJ0703.The orthometric height was determined by differential leveling
 EJ0703.and adjusted by the National Geodetic Survey in June 1991..
 EJ0703
 EJ0703.The geoid height was determined by GEOID03.
 EJ0703
 EJ0703.The dynamic height is computed by dividing the NAVD 88
 EJ0703.geopotential number by the normal gravity value computed on the
 EJ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0703.degrees latitude (g = 980.6199 gals.).
 EJ0703
 EJ0703.The modeled gravity was interpolated from observed gravity values.
 EJ0703
 EJ0703;                    North         East    Units  Estimated Accuracy
 EJ0703;SPC AR S     -   587,130.      341,230.      MT  (+/- 180 meters Scaled)
 EJ0703
 EJ0703                          SUPERSEDED SURVEY CONTROL
 EJ0703
 EJ0703  NGVD 29 (??/??/92)   69.423  (m)          227.77   (f) ADJ UNCH    2 0
 EJ0703
 EJ0703.Superseded values are not recommended for survey control.
 EJ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0703.See file dsdata.txt to determine how the superseded data were derived.
 EJ0703
 EJ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU332012(NAD 83)
 EJ0703_MARKER: DB = BENCH MARK DISK
 EJ0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0703_STAMPING: Z-80 1935
 EJ0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0703+STABILITY: SURFACE MOTION
 EJ0703
 EJ0703  HISTORY     - Date     Condition        Report By
 EJ0703  HISTORY     - 1935     MONUMENTED       CGS
 EJ0703
 EJ0703                          STATION DESCRIPTION
 EJ0703
 EJ0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0703'2.0 MI N FROM POYEN.
 EJ0703'2 MILE NORTH OF, ALONG C.R.I. AND P.RY. FROM STATION.  ABOUT 175 FEET
 EJ0703'NORTHEAST OF TELEPHONE POLE 10+10.  55 FEET NORTHEAST OF CENTERLINE OF
 EJ0703'RAILROAD CROSSING.  46.7 FEET EAST OF CENTERLINE OF CHICAGO, ROCK
 EJ0703'ISLAND AND PACIFIC R.R.  31.8 FEET NORTH OF CENTERLINE OF DIRT ROAD.
 EJ0703'13.5 FEET NORTH OF SOUTHWEST CORNER OF FIELD FENCE.  200 FEET WEST OF
 EJ0703'FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK1418 ***********************************************************************
 DK1418  DESIGNATION -  Z 82
 DK1418  PID         -  DK1418
 DK1418  STATE/COUNTY-  AR/DREW
 DK1418  USGS QUAD   -  COMINTO (1960)
 DK1418
 DK1418                         *CURRENT SURVEY CONTROL
 DK1418  ___________________________________________________________________
 DK1418* NAD 83(1986)-  33 33 05.     (N)    091 38 57.     (W)     SCALED    
 DK1418* NAVD 88     -        56.889  (meters)     186.64   (feet)  ADJUSTED  
 DK1418  ___________________________________________________________________
 DK1418  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DK1418  DYNAMIC HT  -          56.831 (meters)     186.45  (feet)  COMP
 DK1418  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 DK1418
 DK1418  VERT ORDER  -  SECOND    CLASS 0
 DK1418
 DK1418.The horizontal coordinates were scaled from a topographic map and have
 DK1418.an estimated accuracy of +/- 6 seconds.
 DK1418
 DK1418.The orthometric height was determined by differential leveling
 DK1418.and adjusted by the National Geodetic Survey in June 1991..
 DK1418
 DK1418.The geoid height was determined by GEOID03.
 DK1418
 DK1418.The dynamic height is computed by dividing the NAVD 88
 DK1418.geopotential number by the normal gravity value computed on the
 DK1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1418.degrees latitude (g = 980.6199 gals.).
 DK1418
 DK1418.The modeled gravity was interpolated from observed gravity values.
 DK1418
 DK1418;                    North         East    Units  Estimated Accuracy
 DK1418;SPC AR S     -   498,180.      432,580.      MT  (+/- 180 meters Scaled)
 DK1418
 DK1418                          SUPERSEDED SURVEY CONTROL
 DK1418
 DK1418  NGVD 29 (??/??/??)   56.997  (m)          187.00   (f) ADJUSTED    2 0
 DK1418
 DK1418.Superseded values are not recommended for survey control.
 DK1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1418.See file dsdata.txt to determine how the superseded data were derived.
 DK1418
 DK1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT254132(NAD 83)
 DK1418_MARKER: DB = BENCH MARK DISK
 DK1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1418_STAMPING: Z 82 1935
 DK1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1418+STABILITY: SURFACE MOTION
 DK1418
 DK1418  HISTORY     - Date     Condition        Report By
 DK1418  HISTORY     - 1935     MONUMENTED       CGS
 DK1418  HISTORY     - 20060224 MARK NOT FOUND   ARHD
 DK1418
 DK1418                          STATION DESCRIPTION
 DK1418
 DK1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1418'1.4 MI W FROM COMINTO.
 DK1418'1.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 DK1418'COMINTO, DREW COUNTY, 43 YARDS NORTHWEST OF MILEPOST 435+10, AT A
 DK1418'NORTH-AND-SOUTH DIRT-ROAD CROSSING, 46 FEET NORTH OF THE CENTERLINE OF
 DK1418'THE TRACK, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 4.5 FEET
 DK1418'SOUTHWEST OF THE NORTHEAST CORNER OF A FENCE.  A STANDARD DISK,
 DK1418'STAMPED Z 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK1418
 DK1418                          STATION RECOVERY (2006)
 DK1418
 DK1418'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2006 (VJB)
 DK1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0074 ***********************************************************************
 DL0074  DESIGNATION -  Z 83
 DL0074  PID         -  DL0074
 DL0074  STATE/COUNTY-  AR/BRADLEY
 DL0074  USGS QUAD   -  TINSMAN (1985)
 DL0074
 DL0074                         *CURRENT SURVEY CONTROL
 DL0074  ___________________________________________________________________
 DL0074* NAD 83(1986)-  33 37 30.     (N)    092 15 36.     (W)     SCALED    
 DL0074* NAVD 88     -        56.602  (meters)     185.70   (feet)  ADJUSTED  
 DL0074  ___________________________________________________________________
 DL0074  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DL0074  DYNAMIC HT  -          56.544 (meters)     185.51  (feet)  COMP
 DL0074  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 DL0074
 DL0074  VERT ORDER  -  SECOND    CLASS 0
 DL0074
 DL0074.The horizontal coordinates were scaled from a topographic map and have
 DL0074.an estimated accuracy of +/- 6 seconds.
 DL0074
 DL0074.The orthometric height was determined by differential leveling
 DL0074.and adjusted by the National Geodetic Survey in June 1991..
 DL0074
 DL0074.The geoid height was determined by GEOID03.
 DL0074
 DL0074.The dynamic height is computed by dividing the NAVD 88
 DL0074.geopotential number by the normal gravity value computed on the
 DL0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0074.degrees latitude (g = 980.6199 gals.).
 DL0074
 DL0074.The modeled gravity was interpolated from observed gravity values.
 DL0074
 DL0074;                    North         East    Units  Estimated Accuracy
 DL0074;SPC AR S     -   506,320.      375,880.      MT  (+/- 180 meters Scaled)
 DL0074
 DL0074                          SUPERSEDED SURVEY CONTROL
 DL0074
 DL0074  NGVD 29 (??/??/92)   56.678  (m)          185.95   (f) ADJ UNCH    2 0
 DL0074
 DL0074.Superseded values are not recommended for survey control.
 DL0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0074.See file dsdata.txt to determine how the superseded data were derived.
 DL0074
 DL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT686208(NAD 83)
 DL0074_MARKER: DB = BENCH MARK DISK
 DL0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0074_STAMPING: Z 83 1935
 DL0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0074+STABILITY: SURFACE MOTION
 DL0074
 DL0074  HISTORY     - Date     Condition        Report By
 DL0074  HISTORY     - 1935     MONUMENTED       CGS
 DL0074
 DL0074                          STATION DESCRIPTION
 DL0074
 DL0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0074'3.9 MI N FROM BANKS.
 DL0074'3.9 MILES NORTH ALONG THE WARREN AND OUACHITA VALLEY RAILWAY FROM THE
 DL0074'STATION AT BANKS, BRADLEY COUNTY, 2.0 MILES WEST OF THE TOP OF LACY
 DL0074'HILL, AT THE EAST END OF A CURVE, 85 FEET WEST OF THE EAST END OF A
 DL0074'CUT, 37.4 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 30 FEET WEST
 DL0074'OF POLE 2502.  A STANDARD DISK, STAMPED Z 83 1935 AND SET IN THE TOP
 DL0074'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0388 ***********************************************************************
 EJ0388  DESIGNATION -  Z 84
 EJ0388  PID         -  EJ0388
 EJ0388  STATE/COUNTY-  AR/PULASKI
 EJ0388  USGS QUAD   -  WOODSON (1987)
 EJ0388
 EJ0388                         *CURRENT SURVEY CONTROL
 EJ0388  ___________________________________________________________________
 EJ0388* NAD 83(1986)-  34 32 48.     (N)    092 13 01.     (W)     SCALED    
 EJ0388* NAVD 88     -        73.647  (meters)     241.62   (feet)  ADJUSTED  
 EJ0388  ___________________________________________________________________
 EJ0388  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EJ0388  DYNAMIC HT  -          73.576 (meters)     241.39  (feet)  COMP
 EJ0388  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 EJ0388
 EJ0388  VERT ORDER  -  SECOND    CLASS 0
 EJ0388
 EJ0388.The horizontal coordinates were scaled from a topographic map and have
 EJ0388.an estimated accuracy of +/- 6 seconds.
 EJ0388
 EJ0388.The orthometric height was determined by differential leveling
 EJ0388.and adjusted by the National Geodetic Survey in June 1991..
 EJ0388
 EJ0388.The geoid height was determined by GEOID03.
 EJ0388
 EJ0388.The dynamic height is computed by dividing the NAVD 88
 EJ0388.geopotential number by the normal gravity value computed on the
 EJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0388.degrees latitude (g = 980.6199 gals.).
 EJ0388
 EJ0388.The modeled gravity was interpolated from observed gravity values.
 EJ0388
 EJ0388;                    North         East    Units  Estimated Accuracy
 EJ0388;SPC AR S     -   608,540.      380,090.      MT  (+/- 180 meters Scaled)
 EJ0388
 EJ0388                          SUPERSEDED SURVEY CONTROL
 EJ0388
 EJ0388  NGVD 29 (??/??/92)   73.689  (m)          241.76   (f) ADJ UNCH    2 0
 EJ0388
 EJ0388.Superseded values are not recommended for survey control.
 EJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0388.See file dsdata.txt to determine how the superseded data were derived.
 EJ0388
 EJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU718230(NAD 83)
 EJ0388_MARKER: DB = BENCH MARK DISK
 EJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0388_STAMPING: Z 84 1935
 EJ0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0388+STABILITY: SURFACE MOTION
 EJ0388
 EJ0388  HISTORY     - Date     Condition        Report By
 EJ0388  HISTORY     - 1935     MONUMENTED       CGS
 EJ0388  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0388  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0388  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0388  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0388
 EJ0388                          STATION DESCRIPTION
 EJ0388
 EJ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0388'1.5 MI NW FROM WOODSON.
 EJ0388'1.5 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 EJ0388'RAILROAD STATION AT WOODSON, PULASKI COUNTY, AT THE SOUTH END OF THE
 EJ0388'SECOND CURVE NORTHWEST OF TOWN, 27.5 FEET EAST OF THE CENTERLINE OF
 EJ0388'THE ROAD, 3.8 FEET EAST OF A POLE, AND 2.5 FEET WEST OF THE FENCE.  A
 EJ0388'STANDARD DISK, STAMPED Z 84 1935 AND SET IN THE TOP OF A CONCRETE
 EJ0388'POST.
 EJ0388
 EJ0388                          STATION RECOVERY (1984)
 EJ0388
 EJ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0388'MARK NOT FOUND.
 EJ0388
 EJ0388                          STATION RECOVERY (1984)
 EJ0388
 EJ0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RPS)
 EJ0388'MARK NOT FOUND.
 EJ0388
 EJ0388                          STATION RECOVERY (1988)
 EJ0388
 EJ0388'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMS)
 EJ0388'MARK NOT FOUND.
 EJ0388
 EJ0388                          STATION RECOVERY (1990)
 EJ0388
 EJ0388'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG0935 ***********************************************************************
 FG0935  DESIGNATION -  Z 85
 FG0935  PID         -  FG0935
 FG0935  STATE/COUNTY-  AR/JOHNSON
 FG0935  USGS QUAD   -  HAGARVILLE (1980)
 FG0935
 FG0935                         *CURRENT SURVEY CONTROL
 FG0935  ___________________________________________________________________
 FG0935* NAD 83(1986)-  35 36 56.     (N)    093 16 31.     (W)     SCALED    
 FG0935* NAVD 88     -       471.019  (meters)    1545.33   (feet)  ADJUSTED  
 FG0935  ___________________________________________________________________
 FG0935  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FG0935  DYNAMIC HT  -         470.575 (meters)    1543.88  (feet)  COMP
 FG0935  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 FG0935
 FG0935  VERT ORDER  -  SECOND    CLASS 0
 FG0935
 FG0935.The horizontal coordinates were scaled from a topographic map and have
 FG0935.an estimated accuracy of +/- 6 seconds.
 FG0935
 FG0935.The orthometric height was determined by differential leveling
 FG0935.and adjusted by the National Geodetic Survey in June 1991..
 FG0935
 FG0935.The geoid height was determined by GEOID03.
 FG0935
 FG0935.The dynamic height is computed by dividing the NAVD 88
 FG0935.geopotential number by the normal gravity value computed on the
 FG0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0935.degrees latitude (g = 980.6199 gals.).
 FG0935
 FG0935.The modeled gravity was interpolated from observed gravity values.
 FG0935
 FG0935;                    North         East    Units  Estimated Accuracy
 FG0935;SPC AR N     -   143,000.      284,470.      MT  (+/- 180 meters Scaled)
 FG0935
 FG0935                          SUPERSEDED SURVEY CONTROL
 FG0935
 FG0935  NGVD 29 (??/??/92)  470.977  (m)         1545.20   (f) ADJ UNCH    2 0
 FG0935
 FG0935.Superseded values are not recommended for survey control.
 FG0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0935.See file dsdata.txt to determine how the superseded data were derived.
 FG0935
 FG0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV750413(NAD 83)
 FG0935_MARKER: DB = BENCH MARK DISK
 FG0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG0935_STAMPING: Z-85 1935
 FG0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0935+STABILITY: SURFACE MOTION
 FG0935
 FG0935  HISTORY     - Date     Condition        Report By
 FG0935  HISTORY     - 1935     MONUMENTED       CGS
 FG0935  HISTORY     - 1941     GOOD             USFS
 FG0935
 FG0935                          STATION DESCRIPTION
 FG0935
 FG0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0935'3.0 MI NW FROM PILOT KNOB.
 FG0935'3.0 MILE NORTHWEST OF, ALONG PILOT MT. ROAD, FROM PILOT MT. TOWER
 FG0935'SIGNBOARD.  AT CUTOFF BETWEEN PILOT MT. ROAD AND ST. HWY. 123. AT HOLT
 FG0935'CREEK STAVE MILL. ABOUT 150 FEET SOUTHEAST OF FOOT OF LARGE SAW DUST
 FG0935'PILE. 93 FEET WEST OF CENTERLINE OF PILOT MT. ROAD. 8.6 FEET EAST OF
 FG0935'PINE TREE 1 FT. IN DIAMETER AT BASE, BLAZED AND PAINTED B.M. NOTE--
 FG0935'CUT-OFF ROAD TO ST. HWY 123 NO LONGER IN EXISTENCE.  HOLT CREEK STAVE
 FG0935'MILL NO LONGER THERE.
 FG0935
 FG0935                          STATION RECOVERY (1941)
 FG0935
 FG0935'RECOVERY NOTE BY US FOREST SERVICE 1941
 FG0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1388 ***********************************************************************
 FF1388  DESIGNATION -  Z 86
 FF1388  PID         -  FF1388
 FF1388  STATE/COUNTY-  AR/WHITE
 FF1388  USGS QUAD   -  WALKER (1994)
 FF1388
 FF1388                         *CURRENT SURVEY CONTROL
 FF1388  ___________________________________________________________________
 FF1388* NAD 83(1986)-  35 06 25.     (N)    091 37 42.     (W)     SCALED    
 FF1388* NAVD 88     -        64.541  (meters)     211.75   (feet)  ADJUSTED  
 FF1388  ___________________________________________________________________
 FF1388  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FF1388  DYNAMIC HT  -          64.482 (meters)     211.55  (feet)  COMP
 FF1388  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 FF1388
 FF1388  VERT ORDER  -  SECOND    CLASS 0
 FF1388
 FF1388.The horizontal coordinates were scaled from a topographic map and have
 FF1388.an estimated accuracy of +/- 6 seconds.
 FF1388
 FF1388.The orthometric height was determined by differential leveling
 FF1388.and adjusted by the National Geodetic Survey in June 1991..
 FF1388
 FF1388.The geoid height was determined by GEOID03.
 FF1388
 FF1388.The dynamic height is computed by dividing the NAVD 88
 FF1388.geopotential number by the normal gravity value computed on the
 FF1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1388.degrees latitude (g = 980.6199 gals.).
 FF1388
 FF1388.The modeled gravity was interpolated from observed gravity values.
 FF1388
 FF1388;                    North         East    Units  Estimated Accuracy
 FF1388;SPC AR N     -    85,890.      433,880.      MT  (+/- 180 meters Scaled)
 FF1388
 FF1388                          SUPERSEDED SURVEY CONTROL
 FF1388
 FF1388  NGVD 29 (??/??/??)   64.493  (m)          211.59   (f) ADJUSTED    2 0
 FF1388
 FF1388.Superseded values are not recommended for survey control.
 FF1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1388.See file dsdata.txt to determine how the superseded data were derived.
 FF1388
 FF1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU250857(NAD 83)
 FF1388_MARKER: DB = BENCH MARK DISK
 FF1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1388_STAMPING: Z 86 1935
 FF1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1388+STABILITY: SURFACE MOTION
 FF1388
 FF1388  HISTORY     - Date     Condition        Report By
 FF1388  HISTORY     - 1935     MONUMENTED       CGS
 FF1388  HISTORY     - 1955     MARK NOT FOUND   CGS
 FF1388
 FF1388                          STATION DESCRIPTION
 FF1388
 FF1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1388'1.5 MI SE FROM GRIFFITHVILLE.
 FF1388'53 FEET SOUTHEAST OF POLE 25-22, 47.5 FEET NORTHEAST OF THE
 FF1388'RAILROAD CENTERLINE, 1.5 FEET SOUTHWEST OF THE R/W FENCE.  TABLET
 FF1388'SET IN TOP OF PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0247 ***********************************************************************
 EK0247  DESIGNATION -  Z 87
 EK0247  PID         -  EK0247
 EK0247  STATE/COUNTY-  AR/SEVIER
 EK0247  USGS QUAD   -  GENEVA (1966)
 EK0247
 EK0247                         *CURRENT SURVEY CONTROL
 EK0247  ___________________________________________________________________
 EK0247* NAD 83(1986)-  34 05 01.     (N)    094 10 02.     (W)     SCALED    
 EK0247* NAVD 88     -       119.864  (meters)     393.25   (feet)  ADJUSTED  
 EK0247  ___________________________________________________________________
 EK0247  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EK0247  DYNAMIC HT  -         119.742 (meters)     392.85  (feet)  COMP
 EK0247  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 EK0247
 EK0247  VERT ORDER  -  SECOND    CLASS 0
 EK0247
 EK0247.The horizontal coordinates were scaled from a topographic map and have
 EK0247.an estimated accuracy of +/- 6 seconds.
 EK0247
 EK0247.The orthometric height was determined by differential leveling
 EK0247.and adjusted by the National Geodetic Survey in June 1991..
 EK0247
 EK0247.The geoid height was determined by GEOID03.
 EK0247
 EK0247.The dynamic height is computed by dividing the NAVD 88
 EK0247.geopotential number by the normal gravity value computed on the
 EK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0247.degrees latitude (g = 980.6199 gals.).
 EK0247
 EK0247.The modeled gravity was interpolated from observed gravity values.
 EK0247
 EK0247;                    North         East    Units  Estimated Accuracy
 EK0247;SPC AR S     -   559,270.      200,010.      MT  (+/- 180 meters Scaled)
 EK0247
 EK0247                          SUPERSEDED SURVEY CONTROL
 EK0247
 EK0247  NGVD 29 (??/??/92)  119.852  (m)          393.21   (f) ADJ UNCH    2 0
 EK0247
 EK0247.Superseded values are not recommended for survey control.
 EK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0247.See file dsdata.txt to determine how the superseded data were derived.
 EK0247
 EK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT923720(NAD 83)
 EK0247_MARKER: DB = BENCH MARK DISK
 EK0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0247_STAMPING: Z-87 1935
 EK0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0247+STABILITY: SURFACE MOTION
 EK0247
 EK0247  HISTORY     - Date     Condition        Report By
 EK0247  HISTORY     - 1935     MONUMENTED       CGS
 EK0247  HISTORY     - 1962     GOOD             NGS
 EK0247
 EK0247                          STATION DESCRIPTION
 EK0247
 EK0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0247'10.8 MI SW FROM DIERKS.
 EK0247'10.8 MILES SOUTHWEST OF, ALONG U.S. HWY. 70, FROM HIGH SCHOOL,
 EK0247'AT THE SARDIS SCHOOL AND JUNCTION OF LEEPER ROAD, 85 FEET SOUTH
 EK0247'OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE, 82 FEET EAST OF
 EK0247'CENTERLINE OF THE LEEPER ROAD, 37 FEET NORTH OF CENTERLINE OF U.S.
 EK0247'HWY. 70, 10.5 FT. SOUTH OF BLAZED OAK TREE 1.1 FT. IN DIAMETER.
 EK0247'TABLET SET IN PRECAST CONCRETE POST.
 EK0247
 EK0247                          STATION RECOVERY (1962)
 EK0247
 EK0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EK0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EK0216 ***********************************************************************
 EK0216  DESIGNATION -  Z 88
 EK0216  PID         -  EK0216
 EK0216  STATE/COUNTY-  AR/HOWARD
 EK0216  USGS QUAD   -  UMPIRE (1986)
 EK0216
 EK0216                         *CURRENT SURVEY CONTROL
 EK0216  ___________________________________________________________________
 EK0216* NAD 83(1986)-  34 20 02.     (N)    094 01 19.     (W)     SCALED    
 EK0216* NAVD 88     -       322.371  (meters)    1057.65   (feet)  ADJUSTED  
 EK0216  ___________________________________________________________________
 EK0216  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EK0216  DYNAMIC HT  -         322.038 (meters)    1056.55  (feet)  COMP
 EK0216  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 EK0216
 EK0216  VERT ORDER  -  SECOND    CLASS 0
 EK0216
 EK0216.The horizontal coordinates were scaled from a topographic map and have
 EK0216.an estimated accuracy of +/- 6 seconds.
 EK0216
 EK0216.The orthometric height was determined by differential leveling
 EK0216.and adjusted by the National Geodetic Survey in June 1991..
 EK0216
 EK0216.The geoid height was determined by GEOID03.
 EK0216
 EK0216.The dynamic height is computed by dividing the NAVD 88
 EK0216.geopotential number by the normal gravity value computed on the
 EK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0216.degrees latitude (g = 980.6199 gals.).
 EK0216
 EK0216.The modeled gravity was interpolated from observed gravity values.
 EK0216
 EK0216;                    North         East    Units  Estimated Accuracy
 EK0216;SPC AR S     -   586,750.      213,960.      MT  (+/- 180 meters Scaled)
 EK0216
 EK0216                          SUPERSEDED SURVEY CONTROL
 EK0216
 EK0216  NGVD 29 (??/??/92)  322.319  (m)         1057.47   (f) ADJ UNCH    2 0
 EK0216
 EK0216.Superseded values are not recommended for survey control.
 EK0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0216.See file dsdata.txt to determine how the superseded data were derived.
 EK0216
 EK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT059996(NAD 83)
 EK0216_MARKER: DB = BENCH MARK DISK
 EK0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EK0216_STAMPING: Z-88 1935
 EK0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0216+STABILITY: SURFACE MOTION
 EK0216
 EK0216  HISTORY     - Date     Condition        Report By
 EK0216  HISTORY     - 1935     MONUMENTED       CGS
 EK0216  HISTORY     - 1961     GOOD             NGS
 EK0216
 EK0216                          STATION DESCRIPTION
 EK0216
 EK0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0216'3.4 MI W FROM ATHENS.
 EK0216'3.4 MILES WEST OF, ALONG HARTLEY ROAD, FROM ATHENS SCHOOL HOUSE.
 EK0216'ABOUT .2 MILE EAST OF JUNCTION OF ROAD SOUTH TO MINEOLA, AT
 EK0216'THE SALINE CEMETERY, 21 FEET SOUTH OF THE ROAD CENTERLINE,
 EK0216'8.5 FEET EAST OF THE NORTHWEST FENCE CORNER OF CEMETERY, 1 FT.
 EK0216'NORTH OF FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0216
 EK0216                          STATION RECOVERY (1961)
 EK0216
 EK0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EK0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FF1465 ***********************************************************************
 FF1465  DESIGNATION -  Z 9
 FF1465  PID         -  FF1465
 FF1465  STATE/COUNTY-  AR/WHITE
 FF1465  USGS QUAD   -  BEEBE (1994)
 FF1465
 FF1465                         *CURRENT SURVEY CONTROL
 FF1465  ___________________________________________________________________
 FF1465* NAD 83(1986)-  35 04 10.     (N)    091 52 49.     (W)     SCALED    
 FF1465* NAVD 88     -        76.649  (meters)     251.47   (feet)  ADJUSTED  
 FF1465  ___________________________________________________________________
 FF1465  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF1465  DYNAMIC HT  -          76.579 (meters)     251.24  (feet)  COMP
 FF1465  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 FF1465
 FF1465  VERT ORDER  -  FIRST     CLASS II
 FF1465
 FF1465.The horizontal coordinates were scaled from a topographic map and have
 FF1465.an estimated accuracy of +/- 6 seconds.
 FF1465
 FF1465.The orthometric height was determined by differential leveling
 FF1465.and adjusted by the National Geodetic Survey in June 1991..
 FF1465.WARNING-Repeat measurements at this control monument indicate possible
 FF1465.vertical movement.
 FF1465
 FF1465.The geoid height was determined by GEOID03.
 FF1465
 FF1465.The dynamic height is computed by dividing the NAVD 88
 FF1465.geopotential number by the normal gravity value computed on the
 FF1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1465.degrees latitude (g = 980.6199 gals.).
 FF1465
 FF1465.The modeled gravity was interpolated from observed gravity values.
 FF1465
 FF1465;                    North         East    Units  Estimated Accuracy
 FF1465;SPC AR N     -    81,670.      410,920.      MT  (+/- 180 meters Scaled)
 FF1465
 FF1465                          SUPERSEDED SURVEY CONTROL
 FF1465
 FF1465  NGVD 29 (??/??/??)   76.628  (m)          251.40   (f) ADJUSTED    1 2
 FF1465
 FF1465.Superseded values are not recommended for survey control.
 FF1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1465.See file dsdata.txt to determine how the superseded data were derived.
 FF1465
 FF1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU020813(NAD 83)
 FF1465_MARKER: DB = BENCH MARK DISK
 FF1465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1465_SP_SET: BUILDING
 FF1465_STAMPING: Z 9 1931 251.404
 FF1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1465
 FF1465  HISTORY     - Date     Condition        Report By
 FF1465  HISTORY     - 1931     MONUMENTED       CGS
 FF1465  HISTORY     - 1955     GOOD             CGS
 FF1465  HISTORY     - 1962     GOOD             CGS
 FF1465  HISTORY     - 20020606 POOR             USACE
 FF1465
 FF1465                          STATION DESCRIPTION
 FF1465
 FF1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1465'AT BEEBE.
 FF1465'AT BEEBE, WHITE COUNTY, AT THE MISSOURI PACIFIC RAILROAD STATION,
 FF1465'10 FEET NORTHEAST OF THE SOUTHWEST END OF THE BUILDING, IN THE
 FF1465'SOUTHEAST BRICK WALL, ABOUT 5 FEET ABOVE THE PLATFORM, AND SET
 FF1465'VERTICALLY.
 FF1465
 FF1465                          STATION RECOVERY (1962)
 FF1465
 FF1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FF1465'RECOVERED IN GOOD CONDITION.
 FF1465
 FF1465                          STATION RECOVERY (2002)
 FF1465
 FF1465'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1465'RR STATION BUILDING HAS BEEN REBRICKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0529 ***********************************************************************
 GF0529  DESIGNATION -  Z 90 RESET
 GF0529  PID         -  GF0529
 GF0529  STATE/COUNTY-  AR/CARROLL
 GF0529  USGS QUAD   -  BERRYVILLE (1972)
 GF0529
 GF0529                         *CURRENT SURVEY CONTROL
 GF0529  ___________________________________________________________________
 GF0529* NAD 83(1986)-  36 22 00.     (N)    093 34 09.     (W)     SCALED    
 GF0529* NAVD 88     -       367.39   (meters)    1205.3    (feet)  RESET     
 GF0529  ___________________________________________________________________
 GF0529  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GF0529
 GF0529  VERT ORDER  -  THIRD
 GF0529
 GF0529.The horizontal coordinates were scaled from a topographic map and have
 GF0529.an estimated accuracy of +/- 6 seconds.
 GF0529
 GF0529.The orthometric height was computed from unverified reset data.
 GF0529
 GF0529.The geoid height was determined by GEOID03.
 GF0529
 GF0529;                    North         East    Units  Estimated Accuracy
 GF0529;SPC AR N     -   226,710.      259,180.      MT  (+/- 180 meters Scaled)
 GF0529
 GF0529                          SUPERSEDED SURVEY CONTROL
 GF0529
 GF0529.No superseded survey control is available for this station.
 GF0529
 GF0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA489247(NAD 83)
 GF0529_MARKER: DB = BENCH MARK DISK
 GF0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0529_STAMPING: Z 90 RESET 1969
 GF0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0529+STABILITY: SURFACE MOTION
 GF0529
 GF0529  HISTORY     - Date     Condition        Report By
 GF0529  HISTORY     - 1969     MONUMENTED       CGS
 GF0529
 GF0529                          STATION DESCRIPTION
 GF0529
 GF0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GF0529'AT BERRYVILLE.
 GF0529'AT BERRYVILLE, AT THE FORD GARAGE ON U.S. HIGHWAY 62, 40 FEET
 GF0529'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 62, 16.2 WEST OF THE
 GF0529'SOUTHWEST CORNER OF THE FORD GARAGE, 0.9 FEET NORTH-NORTHEAST OF
 GF0529'THE SOUTHWEST CORNER OF A PORCH POST AT WEST SIDE OF THE
 GF0529'GARAGE, AND IS CEMENTED IN A DRILL HOLE IN THE SOUTH AND TOP OF
 GF0529'THE PORCH POST WHICH PROJECTS 2.5 FEET.  NOTE-- OLD CONCRETE
 GF0529'CULVERT Z 90 1935 WAS SET IN WAS FOUND IN BAD CONDITION SO THE
 GF0529'NEW (RESET) ELEVATION SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1396 ***********************************************************************
 FG1396  DESIGNATION -  Z 92
 FG1396  PID         -  FG1396
 FG1396  STATE/COUNTY-  AR/FRANKLIN
 FG1396  USGS QUAD   -  CASS (1973)
 FG1396
 FG1396                         *CURRENT SURVEY CONTROL
 FG1396  ___________________________________________________________________
 FG1396* NAD 83(1986)-  35 43 51.     (N)    093 48 39.     (W)     SCALED    
 FG1396* NAVD 88     -       549.592  (meters)    1803.12   (feet)  ADJUSTED  
 FG1396  ___________________________________________________________________
 FG1396  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FG1396  DYNAMIC HT  -         549.060 (meters)    1801.37  (feet)  COMP
 FG1396  MODELED GRAV-     979,647.5   (mgal)                       NAVD 88
 FG1396
 FG1396  VERT ORDER  -  SECOND    CLASS 0
 FG1396
 FG1396.The horizontal coordinates were scaled from a topographic map and have
 FG1396.an estimated accuracy of +/- 6 seconds.
 FG1396
 FG1396.The orthometric height was determined by differential leveling
 FG1396.and adjusted by the National Geodetic Survey in June 1991..
 FG1396
 FG1396.The geoid height was determined by GEOID03.
 FG1396
 FG1396.The dynamic height is computed by dividing the NAVD 88
 FG1396.geopotential number by the normal gravity value computed on the
 FG1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1396.degrees latitude (g = 980.6199 gals.).
 FG1396
 FG1396.The modeled gravity was interpolated from observed gravity values.
 FG1396
 FG1396;                    North         East    Units  Estimated Accuracy
 FG1396;SPC AR N     -   156,550.      236,200.      MT  (+/- 180 meters Scaled)
 FG1396
 FG1396                          SUPERSEDED SURVEY CONTROL
 FG1396
 FG1396  NGVD 29 (??/??/92)  549.475  (m)         1802.74   (f) ADJ UNCH    2 0
 FG1396
 FG1396.Superseded values are not recommended for survey control.
 FG1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1396.See file dsdata.txt to determine how the superseded data were derived.
 FG1396
 FG1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV266543(NAD 83)
 FG1396_MARKER: DB = BENCH MARK DISK
 FG1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1396_STAMPING: Z 92 1935
 FG1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1396+STABILITY: SURFACE MOTION
 FG1396
 FG1396  HISTORY     - Date     Condition        Report By
 FG1396  HISTORY     - 1935     MONUMENTED       CGS
 FG1396  HISTORY     - 1959     GOOD             NGS
 FG1396
 FG1396                          STATION DESCRIPTION
 FG1396
 FG1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1396'8.5 MI S FROM ST PAUL.
 FG1396'8.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE ST. LOUIS-SAN
 FG1396'FRANCISCO RAILWAY STATION AT ST. PAUL, MADISON COUNTY, 28 FEET
 FG1396'SOUTHEAST OF THE CENTERLINE OF THE JUNCTION OF A LOG ROAD LEADING
 FG1396'EAST, 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 75 FEET EAST OF A
 FG1396'PERSIMMON TREE USED AS A POLE, AND 2 FEET WEST OF A 12-INCH OAK TREE.
 FG1396'A STANDARD DISK, STAMPED Z 92 1935 AND SET IN THE TOP OF A CONCRETE
 FG1396'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0100 ***********************************************************************
 FH0100  DESIGNATION -  Z 93
 FH0100  PID         -  FH0100
 FH0100  STATE/COUNTY-  AR/CRAWFORD
 FH0100  USGS QUAD   -  MOUNTAINBURG SE (1983)
 FH0100
 FH0100                         *CURRENT SURVEY CONTROL
 FH0100  ___________________________________________________________________
 FH0100* NAD 83(1986)-  35 33 52.     (N)    094 03 36.     (W)     SCALED    
 FH0100* NAVD 88     -       214.208  (meters)     702.78   (feet)  ADJUSTED  
 FH0100  ___________________________________________________________________
 FH0100  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FH0100  DYNAMIC HT  -         214.012 (meters)     702.14  (feet)  COMP
 FH0100  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 FH0100
 FH0100  VERT ORDER  -  SECOND    CLASS 0
 FH0100
 FH0100.The horizontal coordinates were scaled from a topographic map and have
 FH0100.an estimated accuracy of +/- 6 seconds.
 FH0100
 FH0100.The orthometric height was determined by differential leveling
 FH0100.and adjusted by the National Geodetic Survey in June 1991..
 FH0100
 FH0100.The geoid height was determined by GEOID03.
 FH0100
 FH0100.The dynamic height is computed by dividing the NAVD 88
 FH0100.geopotential number by the normal gravity value computed on the
 FH0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0100.degrees latitude (g = 980.6199 gals.).
 FH0100
 FH0100.The modeled gravity was interpolated from observed gravity values.
 FH0100
 FH0100;                    North         East    Units  Estimated Accuracy
 FH0100;SPC AR N     -   138,540.      213,270.      MT  (+/- 180 meters Scaled)
 FH0100
 FH0100                          SUPERSEDED SURVEY CONTROL
 FH0100
 FH0100  NGVD 29 (??/??/92)  214.134  (m)          702.54   (f) ADJ UNCH    2 0
 FH0100
 FH0100.Superseded values are not recommended for survey control.
 FH0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0100.See file dsdata.txt to determine how the superseded data were derived.
 FH0100
 FH0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV039361(NAD 83)
 FH0100_MARKER: DB = BENCH MARK DISK
 FH0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0100_STAMPING: Z 93 1935
 FH0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0100+STABILITY: SURFACE MOTION
 FH0100
 FH0100  HISTORY     - Date     Condition        Report By
 FH0100  HISTORY     - 1935     MONUMENTED       CGS
 FH0100  HISTORY     - 1959     GOOD             NGS
 FH0100
 FH0100                          STATION DESCRIPTION
 FH0100
 FH0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0100'1.5 MI S FROM PINEY.
 FH0100'IN CRAWFORD COUNTY, 1.5 MILES SOUTH ALONG THE MULBERRY-PINEY
 FH0100'ROAD FROM THE BAPTIST CHURCH AT PINEY, FRANKLIN COUNTY, 0.1
 FH0100'MILE NORTH OF THE A.C. EDWARD FARMHOUSE, 25 FEET WEST OF THE
 FH0100'CENTERLINE OF THE ROAD, 11 FEET SOUTH OF THE CENTERLINE OF A
 FH0100'LANE, 25 FEET SOUTH OF A 10-INCH OAK TREE, 4 FEET SOUTHWEST OF A
 FH0100'NORTHEAST FENCE CORNER, AND 2 FEET SOUTH OF A FENCE.  A STANDARD
 FH0100'DISK, STAMPED Z 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FH0100'FROM THE MAIN INTERSECTION ON U.S. HIGHWAY 64 AT MULBERRY, GO
 FH0100'NORTH ON STATE HIGHWAY 215 FOR 1.4 MILES, TURN LEFT AND GO WEST
 FH0100'FOR 0.75 MILE, TURN RIGHT AND GO NORTH FOR ABOUT 3.0 MILES TO THE
 FH0100'MARK ON THE LEFT.  THE MARK IS JUST SOUTH OF A FENCED LANE AND
 FH0100'IS IN A FENCE CORNER, 5 FEET WEST OF THE NORTH-SOUTH FENCE AND
 FH0100'5 FEET SOUTH OF THE EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FG1433 ***********************************************************************
 FG1433  DESIGNATION -  Z 94
 FG1433  PID         -  FG1433
 FG1433  STATE/COUNTY-  AR/FRANKLIN
 FG1433  USGS QUAD   -  YALE (1973)
 FG1433
 FG1433                         *CURRENT SURVEY CONTROL
 FG1433  ___________________________________________________________________
 FG1433* NAD 83(1986)-  35 40 48.     (N)    093 44 59.     (W)     SCALED    
 FG1433* NAVD 88     -       247.916  (meters)     813.37   (feet)  ADJUSTED  
 FG1433  ___________________________________________________________________
 FG1433  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FG1433  DYNAMIC HT  -         247.686 (meters)     812.62  (feet)  COMP
 FG1433  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 FG1433
 FG1433  VERT ORDER  -  SECOND    CLASS 0
 FG1433
 FG1433.The horizontal coordinates were scaled from a topographic map and have
 FG1433.an estimated accuracy of +/- 6 seconds.
 FG1433
 FG1433.The orthometric height was determined by differential leveling
 FG1433.and adjusted by the National Geodetic Survey in June 1991..
 FG1433
 FG1433.The geoid height was determined by GEOID03.
 FG1433
 FG1433.The dynamic height is computed by dividing the NAVD 88
 FG1433.geopotential number by the normal gravity value computed on the
 FG1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1433.degrees latitude (g = 980.6199 gals.).
 FG1433
 FG1433.The modeled gravity was interpolated from observed gravity values.
 FG1433
 FG1433;                    North         East    Units  Estimated Accuracy
 FG1433;SPC AR N     -   150,810.      241,620.      MT  (+/- 180 meters Scaled)
 FG1433
 FG1433                          SUPERSEDED SURVEY CONTROL
 FG1433
 FG1433  NGVD 29 (??/??/92)  247.836  (m)          813.11   (f) ADJ UNCH    2 0
 FG1433
 FG1433.Superseded values are not recommended for survey control.
 FG1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1433.See file dsdata.txt to determine how the superseded data were derived.
 FG1433
 FG1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV321487(NAD 83)
 FG1433_MARKER: DB = BENCH MARK DISK
 FG1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FG1433_STAMPING: Z 94 1935
 FG1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1433+STABILITY: SURFACE MOTION
 FG1433
 FG1433  HISTORY     - Date     Condition        Report By
 FG1433  HISTORY     - 1935     MONUMENTED       CGS
 FG1433  HISTORY     - 1959     GOOD             NGS
 FG1433
 FG1433                          STATION DESCRIPTION
 FG1433
 FG1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FG1433'5.3 MI E FROM CASS.
 FG1433'MARK RECOVERED ABOUT 0.35 MILE SOUTH OF THE SOUTH END OF THE LOW
 FG1433'CONCRETE BRIDGE OVER THE MULBERRY RIVER, ABOUT 0.1 MILE SOUTH OF AN
 FG1433'OLD VACANT HOUSE, ABOUT 50 YARDS NORTH OF A CURVE IN THE ROAD AND JUST
 FG1433'WEST OF A FENCE LINE.  ALL BUILDINGS AT THE FORMER SITE OF THE C.C.C.
 FG1433'CAMP HAVE BEEN REMOVED.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FG1433'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FH0086 ***********************************************************************
 FH0086  DESIGNATION -  Z 95
 FH0086  PID         -  FH0086
 FH0086  STATE/COUNTY-  AR/CRAWFORD
 FH0086  USGS QUAD   -  FERN (1983)
 FH0086
 FH0086                         *CURRENT SURVEY CONTROL
 FH0086  ___________________________________________________________________
 FH0086* NAD 83(1986)-  35 41 53.     (N)    094 02 28.     (W)     SCALED    
 FH0086* NAVD 88     -       469.130  (meters)    1539.14   (feet)  ADJUSTED  
 FH0086  ___________________________________________________________________
 FH0086  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FH0086  DYNAMIC HT  -         468.685 (meters)    1537.68  (feet)  COMP
 FH0086  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FH0086
 FH0086  VERT ORDER  -  SECOND    CLASS 0
 FH0086
 FH0086.The horizontal coordinates were scaled from a topographic map and have
 FH0086.an estimated accuracy of +/- 6 seconds.
 FH0086
 FH0086.The orthometric height was determined by differential leveling
 FH0086.and adjusted by the National Geodetic Survey in June 1991..
 FH0086
 FH0086.The geoid height was determined by GEOID03.
 FH0086
 FH0086.The dynamic height is computed by dividing the NAVD 88
 FH0086.geopotential number by the normal gravity value computed on the
 FH0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0086.degrees latitude (g = 980.6199 gals.).
 FH0086
 FH0086.The modeled gravity was interpolated from observed gravity values.
 FH0086
 FH0086;                    North         East    Units  Estimated Accuracy
 FH0086;SPC AR N     -   153,320.      215,290.      MT  (+/- 180 meters Scaled)
 FH0086
 FH0086                          SUPERSEDED SURVEY CONTROL
 FH0086
 FH0086  NGVD 29 (??/??/92)  469.022  (m)         1538.78   (f) ADJ UNCH    2 0
 FH0086
 FH0086.Superseded values are not recommended for survey control.
 FH0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0086.See file dsdata.txt to determine how the superseded data were derived.
 FH0086
 FH0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV058509(NAD 83)
 FH0086_MARKER: DB = BENCH MARK DISK
 FH0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FH0086_STAMPING: Z 95 1935
 FH0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0086+STABILITY: SURFACE MOTION
 FH0086
 FH0086  HISTORY     - Date     Condition        Report By
 FH0086  HISTORY     - 1935     MONUMENTED       CGS
 FH0086  HISTORY     - 1959     GOOD             NGS
 FH0086
 FH0086                          STATION DESCRIPTION
 FH0086
 FH0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FH0086'3.2 MI NE FROM LOCKE.
 FH0086'3.2 MILES NORTHEAST ALONG THE LOCKE-BIDVILLE ROAD FROM THE
 FH0086'SCHOOL AT LOCKE, CRAWFORD COUNTY, AT THE FOOT OF A LONG HILL, 135
 FH0086'FEET SOUTHEAST OF A SMALL LOG HOUSE, 34 FEET WEST OF THE
 FH0086'CENTERLINE OF THE ROAD, 24 FEET SOUTH OF THE EDGE OF A HEAVY
 FH0086'OUTCROP OF ROCK, 11 FEET SOUTH OF A NORTHEAST FENCE CORNER, AND
 FH0086'2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED Z 95 1935 AND
 FH0086'SET IN THE TOP OF A CONCRETE POST.  AT THE FOOT OF A LONG HILL,
 FH0086'JUST NORTH OF A SHARP CURVE, AT A POINT WHERE THE GROUND DROPS
 FH0086'OFF SHARPLY ON BOTH SIDES OF THE ROAD AND ABOUT 50 FEET NORTHWEST
 FH0086'ACROSS THE ROAD FROM A 14-INCH TRIANGLE-BLAZED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0652 ***********************************************************************
 EJ0652  DESIGNATION -  Z 96
 EJ0652  PID         -  EJ0652
 EJ0652  STATE/COUNTY-  AR/GRANT
 EJ0652  USGS QUAD   -  HARDIN (1984)
 EJ0652
 EJ0652                         *CURRENT SURVEY CONTROL
 EJ0652  ___________________________________________________________________
 EJ0652* NAD 83(1986)-  34 21 34.     (N)    092 14 22.     (W)     SCALED    
 EJ0652* NAVD 88     -        93.569  (meters)     306.98   (feet)  ADJUSTED  
 EJ0652  ___________________________________________________________________
 EJ0652  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EJ0652  DYNAMIC HT  -          93.479 (meters)     306.69  (feet)  COMP
 EJ0652  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 EJ0652
 EJ0652  VERT ORDER  -  SECOND    CLASS 0
 EJ0652
 EJ0652.The horizontal coordinates were scaled from a topographic map and have
 EJ0652.an estimated accuracy of +/- 6 seconds.
 EJ0652
 EJ0652.The orthometric height was determined by differential leveling
 EJ0652.and adjusted by the National Geodetic Survey in June 1991..
 EJ0652
 EJ0652.The geoid height was determined by GEOID03.
 EJ0652
 EJ0652.The dynamic height is computed by dividing the NAVD 88
 EJ0652.geopotential number by the normal gravity value computed on the
 EJ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0652.degrees latitude (g = 980.6199 gals.).
 EJ0652
 EJ0652.The modeled gravity was interpolated from observed gravity values.
 EJ0652
 EJ0652;                    North         East    Units  Estimated Accuracy
 EJ0652;SPC AR S     -   587,780.      377,970.      MT  (+/- 180 meters Scaled)
 EJ0652
 EJ0652                          SUPERSEDED SURVEY CONTROL
 EJ0652
 EJ0652  NGVD 29 (??/??/92)   93.626  (m)          307.17   (f) ADJ UNCH    2 0
 EJ0652
 EJ0652.Superseded values are not recommended for survey control.
 EJ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0652.See file dsdata.txt to determine how the superseded data were derived.
 EJ0652
 EJ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU699022(NAD 83)
 EJ0652_MARKER: DB = BENCH MARK DISK
 EJ0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0652_STAMPING: Z 96 1935
 EJ0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0652+STABILITY: SURFACE MOTION
 EJ0652
 EJ0652  HISTORY     - Date     Condition        Report By
 EJ0652  HISTORY     - 1935     MONUMENTED       CGS
 EJ0652  HISTORY     - 1962     GOOD             NGS
 EJ0652
 EJ0652                          STATION DESCRIPTION
 EJ0652
 EJ0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EJ0652'3.6 MI N FROM JUNET.
 EJ0652'3.6 MILES NORTH ALONG THE REDFIELD ROAD FROM THE JUNCTION OF U. S.
 EJ0652'HIGHWAY 270 AT JUNET, GRANT COUNTY, 0.9 MILE NORTH OF CEMETERY, AT A
 EJ0652'ROAD JUNCTION, 113 FEET NORTHEAST ALONG ROAD FROM ROAD AT SEC. 19 ROAD
 EJ0652'EAST AND TEER ROAD WEST, 28 FEET NORMAL TO AND ON NORTHWEST SIDE OF
 EJ0652'ROAD, 12 FEET SOUTH, 33 FEET WEST AND 2.4 FEET HIGHER THAN ROAD AT
 EJ0652'ABANDONED T-ROAD NORTHWEST.  A STANDARD DISK, STAMPED Z 96 1935 AND
 EJ0652'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0877 ***********************************************************************
 EJ0877  DESIGNATION -  Z 97
 EJ0877  PID         -  EJ0877
 EJ0877  STATE/COUNTY-  AR/SALINE
 EJ0877  USGS QUAD   -  LAKE NORRELL (1984)
 EJ0877
 EJ0877                         *CURRENT SURVEY CONTROL
 EJ0877  ___________________________________________________________________
 EJ0877* NAD 83(1986)-  34 41 13.     (N)    092 41 16.     (W)     SCALED    
 EJ0877* NAVD 88     -       145.771  (meters)     478.25   (feet)  ADJUSTED  
 EJ0877  ___________________________________________________________________
 EJ0877  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EJ0877  DYNAMIC HT  -         145.631 (meters)     477.79  (feet)  COMP
 EJ0877  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 EJ0877
 EJ0877  VERT ORDER  -  SECOND    CLASS 0
 EJ0877
 EJ0877.The horizontal coordinates were scaled from a topographic map and have
 EJ0877.an estimated accuracy of +/- 6 seconds.
 EJ0877
 EJ0877.The orthometric height was determined by differential leveling
 EJ0877.and adjusted by the National Geodetic Survey in June 1991..
 EJ0877
 EJ0877.The geoid height was determined by GEOID03.
 EJ0877
 EJ0877.The dynamic height is computed by dividing the NAVD 88
 EJ0877.geopotential number by the normal gravity value computed on the
 EJ0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0877.degrees latitude (g = 980.6199 gals.).
 EJ0877
 EJ0877.The modeled gravity was interpolated from observed gravity values.
 EJ0877
 EJ0877;                    North         East    Units  Estimated Accuracy
 EJ0877;SPC AR S     -   624,290.      336,980.      MT  (+/- 180 meters Scaled)
 EJ0877
 EJ0877                          SUPERSEDED SURVEY CONTROL
 EJ0877
 EJ0877  NGVD 29 (??/??/92)  145.799  (m)          478.34   (f) ADJ UNCH    2 0
 EJ0877
 EJ0877.Superseded values are not recommended for survey control.
 EJ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0877.See file dsdata.txt to determine how the superseded data were derived.
 EJ0877
 EJ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU285383(NAD 83)
 EJ0877_MARKER: DB = BENCH MARK DISK
 EJ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0877_STAMPING: Z 97 1935
 EJ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0877+STABILITY: SURFACE MOTION
 EJ0877
 EJ0877  HISTORY     - Date     Condition        Report By
 EJ0877  HISTORY     - 1935     MONUMENTED       CGS
 EJ0877  HISTORY     - 1939     GOOD             NGS
 EJ0877
 EJ0877                          STATION DESCRIPTION
 EJ0877
 EJ0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EJ0877'IN BLAND.
 EJ0877'AT BLAND, SALINE COUNTY, AT THE INTERSECTION OF THE GRADED ROAD
 EJ0877'LEADING TO THE JUNCTION OF STATE HIGHWAY 9 AND THE GRADED ROAD LEADING
 EJ0877'TO FERNDALE, 1.1 MILES SOUTHWEST OF THE ABANDONED POST OFFICE, 0.2
 EJ0877'MILE NORTH OF A WOODEN BRIDGE OVER BOOT CREEK, 250 FEET EAST OF THE J.
 EJ0877'M. PARKER FARMHOUSE, 56 FEET EAST OF THE CENTERLINE OF THE
 EJ0877'NORTH-AND-SOUTH ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE FERNDALE
 EJ0877'ROAD, AND 1.5 FEET SOUTHWEST OF A BOARD FENCE.  A STANDARD DISK,
 EJ0877'STAMPED Z 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0899 ***********************************************************************
 EJ0899  DESIGNATION -  Z 98
 EJ0899  PID         -  EJ0899
 EJ0899  STATE/COUNTY-  AR/PULASKI
 EJ0899  USGS QUAD   -  CONGO (1984)
 EJ0899
 EJ0899                         *CURRENT SURVEY CONTROL
 EJ0899  ___________________________________________________________________
 EJ0899* NAD 83(1986)-  34 43 03.     (N)    092 31 13.     (W)     SCALED    
 EJ0899* NAVD 88     -       132.055  (meters)     433.25   (feet)  ADJUSTED  
 EJ0899  ___________________________________________________________________
 EJ0899  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EJ0899  DYNAMIC HT  -         131.930 (meters)     432.84  (feet)  COMP
 EJ0899  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 EJ0899
 EJ0899  VERT ORDER  -  SECOND    CLASS 0
 EJ0899
 EJ0899.The horizontal coordinates were scaled from a topographic map and have
 EJ0899.an estimated accuracy of +/- 6 seconds.
 EJ0899
 EJ0899.The orthometric height was determined by differential leveling
 EJ0899.and adjusted by the National Geodetic Survey in June 1991..
 EJ0899
 EJ0899.The geoid height was determined by GEOID03.
 EJ0899
 EJ0899.The dynamic height is computed by dividing the NAVD 88
 EJ0899.geopotential number by the normal gravity value computed on the
 EJ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0899.degrees latitude (g = 980.6199 gals.).
 EJ0899
 EJ0899.The modeled gravity was interpolated from observed gravity values.
 EJ0899
 EJ0899;                    North         East    Units  Estimated Accuracy
 EJ0899;SPC AR S     -   627,590.      352,340.      MT  (+/- 180 meters Scaled)
 EJ0899
 EJ0899                          SUPERSEDED SURVEY CONTROL
 EJ0899
 EJ0899  NGVD 29 (??/??/92)  132.084  (m)          433.35   (f) ADJ UNCH    2 0
 EJ0899
 EJ0899.Superseded values are not recommended for survey control.
 EJ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0899.See file dsdata.txt to determine how the superseded data were derived.
 EJ0899
 EJ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU439418(NAD 83)
 EJ0899_MARKER: DB = BENCH MARK DISK
 EJ0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0899_STAMPING: Z 98 1935
 EJ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0899+STABILITY: SURFACE MOTION
 EJ0899
 EJ0899  HISTORY     - Date     Condition        Report By
 EJ0899  HISTORY     - 1935     MONUMENTED       CGS
 EJ0899  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0899
 EJ0899                          STATION DESCRIPTION
 EJ0899
 EJ0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0899'1.6 MI W FROM LAWSON SCHOOL.
 EJ0899'1.6 MILES WEST ALONG THE ROAD LEADING TO TATUMVILLE FROM LAWSON
 EJ0899'SCHOOL, PULASKI COUNTY, 0.3 MILE EAST OF THE REID FARMHOUSE, 600 FEET
 EJ0899'SOUTH OF AN UNPAINTED FRAME FARMHOUSE, 255 FEET EAST OF A WOODEN
 EJ0899'BRIDGE OVER FOURCHE CREEK, 90 FEET SOUTHWEST OF A SMALL WOODEN BRIDGE,
 EJ0899'AND 49.8 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 EJ0899'STAMPED Z 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EJ0899
 EJ0899                          STATION RECOVERY (1974)
 EJ0899
 EJ0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EJ0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EJ0885 ***********************************************************************
 EJ0885  DESIGNATION -  Z 99
 EJ0885  PID         -  EJ0885
 EJ0885  STATE/COUNTY-  AR/PULASKI
 EJ0885  USGS QUAD   -  MARTINDALE (1984)
 EJ0885
 EJ0885                         *CURRENT SURVEY CONTROL
 EJ0885  ___________________________________________________________________
 EJ0885* NAD 83(1986)-  34 54 20.     (N)    092 39 15.     (W)     SCALED    
 EJ0885* NAVD 88     -       195.418  (meters)     641.13   (feet)  ADJUSTED  
 EJ0885  ___________________________________________________________________
 EJ0885  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EJ0885  DYNAMIC HT  -         195.230 (meters)     640.52  (feet)  COMP
 EJ0885  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 EJ0885
 EJ0885  VERT ORDER  -  SECOND    CLASS 0
 EJ0885
 EJ0885.The horizontal coordinates were scaled from a topographic map and have
 EJ0885.an estimated accuracy of +/- 6 seconds.
 EJ0885
 EJ0885.The orthometric height was determined by differential leveling
 EJ0885.and adjusted by the National Geodetic Survey in June 1991..
 EJ0885
 EJ0885.The geoid height was determined by GEOID03.
 EJ0885
 EJ0885.The dynamic height is computed by dividing the NAVD 88
 EJ0885.geopotential number by the normal gravity value computed on the
 EJ0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ0885.degrees latitude (g = 980.6199 gals.).
 EJ0885
 EJ0885.The modeled gravity was interpolated from observed gravity values.
 EJ0885
 EJ0885;                    North         East    Units  Estimated Accuracy
 EJ0885;SPC AR S     -   648,520.      340,210.      MT  (+/- 180 meters Scaled)
 EJ0885
 EJ0885                          SUPERSEDED SURVEY CONTROL
 EJ0885
 EJ0885  NGVD 29 (??/??/92)  195.445  (m)          641.22   (f) ADJ UNCH    2 0
 EJ0885
 EJ0885.Superseded values are not recommended for survey control.
 EJ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0885.See file dsdata.txt to determine how the superseded data were derived.
 EJ0885
 EJ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU315626(NAD 83)
 EJ0885_MARKER: DB = BENCH MARK DISK
 EJ0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EJ0885_STAMPING: Z 99 1935
 EJ0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0885+STABILITY: SURFACE MOTION
 EJ0885
 EJ0885  HISTORY     - Date     Condition        Report By
 EJ0885  HISTORY     - 1935     MONUMENTED       CGS
 EJ0885  HISTORY     - 1961     MARK NOT FOUND   NGS
 EJ0885
 EJ0885                          STATION DESCRIPTION
 EJ0885
 EJ0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EJ0885'2.2 MI N FROM CROSS ROADS.
 EJ0885'2.2 MILES NORTH ALONG STATE HIGHWAY 113 FROM THE PUBLIC SCHOOL AT
 EJ0885'CROSS ROADS, PULASKI COUNTY, 0.8 MILE SOUTH OF THE PULASKI-PERRY
 EJ0885'COUNTY LINE, AT THE SUMMIT OF A LONG HILL, 210 FEET SOUTH OF THE WEST
 EJ0885'END OF A METAL-PIPE CULVERT, AND 41.5 FEET WEST OF THE CENTERLINE OF
 EJ0885'THE HIGHWAY.  A STANDARD DISK, STAMPED Z 99 1935 AND SET IN THE TOP OF
 EJ0885'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EH2905 ***********************************************************************
 EH2905  DESIGNATION -  ZENT
 EH2905  PID         -  EH2905
 EH2905  STATE/COUNTY-  AR/MONROE
 EH2905  USGS QUAD   -  BRINKLEY (1971)
 EH2905
 EH2905                         *CURRENT SURVEY CONTROL
 EH2905  ___________________________________________________________________
 EH2905* NAD 83(1997)-  34 59 55.88301(N)    091 09 18.62581(W)     ADJUSTED  
 EH2905* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 EH2905  ___________________________________________________________________
 EH2905  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 EH2905  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH2905
 EH2905  HORZ ORDER  -  SECOND
 EH2905
 EH2905.The horizontal coordinates were established by classical geodetic methods
 EH2905.and adjusted by the National Geodetic Survey in September 1999..
 EH2905
 EH2905.The orthometric height was scaled from a topographic map.
 EH2905
 EH2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2905
 EH2905.The geoid height was determined by GEOID03.
 EH2905
 EH2905;                    North         East     Units Scale Factor Converg.
 EH2905;SPC AR S     -   659,001.642   477,127.462   MT  1.00006004   +0 28 22.2
 EH2905;SPC AR S     - 2,162,074.55  1,565,375.68   sFT  1.00006004   +0 28 22.2
 EH2905;UTM  15      - 3,874,471.129   668,355.817   MT  0.99994933   +1 03 30.1
 EH2905
 EH2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2905!SPC AR S     -   0.99999371  x   1.00006004  =   1.00005375
 EH2905!UTM  15      -   0.99999371  x   0.99994933  =   0.99994304
 EH2905
 EH2905:                Primary Azimuth Mark                     Grid Az
 EH2905:SPC AR S     -  HOLMES RESET                             017 18 18.8
 EH2905:UTM  15      -  HOLMES RESET                             016 43 10.9
 EH2905
 EH2905|---------------------------------------------------------------------|
 EH2905| PID    Reference Object                     Distance      Geod. Az  |
 EH2905|                                                           dddmmss.s |
 EH2905| FF1816 HOLMES RESET                        APPROX.17.7 KM 0174641.0 |
 EH2905| CY7223 ZENT AZ MK                                         0250856.8 |
 EH2905| CY7224 ZENT RM 1                            25.008 METERS 04346     |
 EH2905| EH2897 WHEATLEY ARK RICE COOP DRIER        APPROX.10.4 KM 1581115.3 |
 EH2905| EH2902 BRINKLEY ARK RICE MILL DRIER        APPROX.12.6 KM 1941401.9 |
 EH2905| EH2907 BRINKLEY MUNICIPAL TANK             APPROX.12.9 KM 1950936.7 |
 EH2905| EH2906 BRINKLEY SOUTHERN COMP CO TANK      APPROX.12.0 KM 1953532.4 |
 EH2905| CY7226 ZENT RM 3                            21.102 METERS 20114     |
 EH2905| CY7225 ZENT RM 2                            29.396 METERS 24959     |
 EH2905| EH2903 COTTON PLANT SW VENEER CO TANK      APPROX. 8.4 KM 2684615.6 |
 EH2905| FF1824 COTTON PLANT W MUNICIPAL TANK       APPROX. 9.4 KM 2720548.6 |
 EH2905| FF1818 COTTON PLANT E MUNICIPAL TANK       APPROX. 8.5 KM 2743832.2 |
 EH2905|---------------------------------------------------------------------|
 EH2905
 EH2905                          SUPERSEDED SURVEY CONTROL
 EH2905
 EH2905  NAD 83(1986)-  34 59 55.89128(N)    091 09 18.62402(W) AD(       ) 2
 EH2905  NAD 27      -  34 59 55.55910(N)    091 09 18.17770(W) AD(       ) 2
 EH2905
 EH2905.Superseded values are not recommended for survey control.
 EH2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2905.See file dsdata.txt to determine how the superseded data were derived.
 EH2905
 EH2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6835674471(NAD 83)
 EH2905_MARKER: DS = TRIANGULATION STATION DISK
 EH2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2905
 EH2905  HISTORY     - Date     Condition        Report By
 EH2905  HISTORY     - 1954     MONUMENTED       CGS
 EH2905  HISTORY     - 1963     MARK NOT FOUND   CGS
 EH2905  HISTORY     - 1970     GOOD             NGS
 EH2905  HISTORY     - 1975     GOOD             NGS
 EH2905
 EH2905                          STATION DESCRIPTION
 EH2905
 EH2905'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 EH2905'THE STATION IS ABOUT 8 MILES NORTH-NORTHEAST OF BRINKLEY, 5.5
 EH2905'MILES EAST OF COTTON PLANT, 0.8 MILES NORTH OF THE SMALL
 EH2905'VILLAGE OF ZENT, 0.3 MILE WEST OF THE ST. FRANCIS-MONROE COUNTY
 EH2905'LINE, 0.2 MILE SOUTH OF THE WOODRUFF-MONROE COUNTY LINE, 103
 EH2905'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MR. HAYNES
 EH2905'FARM HOME, 66 FEET WEST OF THE CENTER OF THE HIGHWAY, 63 FEET
 EH2905'NORTH-NORTHWEST OF A FENCE CORNER, 27 FEET WEST OF A WIRE
 EH2905'FENCE, AND ON LAND OWNED BY MR. W.M. HAYNES.
 EH2905'
 EH2905'TO REACH THE STATION FROM THE BANK BUILDING IN COTTON PLANT,
 EH2905'GO EAST ON STATE HIGHWAY 17 FOR 1.5 MILES TO A ROAD FORK,
 EH2905'CONTINUE DUE EAST ON A GRAVELED ROAD FOR 4.7 MILES TO THE
 EH2905'JUNCTION OF STATE HIGHWAY 39, TURN RIGHT (SOUTH-SOUTHWEST) AND
 EH2905'GO FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON
 EH2905'THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 EH2905'DESCRIBED.
 EH2905'
 EH2905'THE STATION MARK IS 14-INCHES BELOW THE SURFACE OF THE GROUND
 EH2905'AND THE DISK IS STAMPED ZENT 1954.
 EH2905'
 EH2905'REFERENCE MARK 1 IS 40 FEET WEST OF THE CENTER OF THE HIGHWAY
 EH2905'AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 EH2905'AND THE DISK IS STAMPED ZENT NO 1 1954.
 EH2905'
 EH2905'REFERENCE MARK 2 IS 13 FEET NORTH OF THE NORTHWEST CORNER OF
 EH2905'A GARAGE AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 5
 EH2905'INCHES AND THE DISK IS STAMPED ZENT NO 2 1954.
 EH2905'
 EH2905'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF THE HIGHWAY,
 EH2905'5 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST, 2.5 FEET
 EH2905'SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT SOUTHWEST OF A FENCE
 EH2905'CORNER.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 EH2905'ZENT 1954.
 EH2905'
 EH2905'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2905
 EH2905                          STATION RECOVERY (1963)
 EH2905
 EH2905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EH2905'THE STATION MARK, RM NO. 1 AND RM NO. 2 WERE NOT RECOVERED.  NO
 EH2905'DIGGING WAS PERFORMED.  RM NO. 3 WAS RECOVERED IN GOOD CONDITION.
 EH2905'THE AZIMUTH MARK WAS FOUND LYING ON ITS SIDE WITH THE DISC REMOVED.
 EH2905
 EH2905                          STATION RECOVERY (1970)
 EH2905
 EH2905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EH2905'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 EH2905'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND CHIPPED AND
 EH2905'LEANING BADLY AND WAS REMOVED AT THE PROPERTY OWNERS REQUEST AND
 EH2905'THE DISK REMOVED.  THE AZIMUTH MARK MONUMENT WAS FOUND LAYING
 EH2905'ON ITS SIDE HAVING BEEN DESTROYED BY THE LAYING OF AN UNDERGROUND
 EH2905'TELEPHONE CABLE, AND THE DISK WAS REMOVED.  A NEW REFERENCE
 EH2905'MARK NO. 3 WAS ESTABLISHED.  THE STATION WAS OCCUPIED AND THE
 EH2905'HORIZONTAL ANGLE OBSERVED BETWEEN THE REFERNCE MARKS.  THE
 EH2905'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND
 EH2905'REFERENCE MARK WAS CHECKED AND THE 1954 DISTANCE VERIFIED.
 EH2905'
 EH2905'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH2905'
 EH2905'THE STATION IS ABOUT 8 MILES NORTH-NORTHEAST OF BRINKLEY,
 EH2905'ABOUT 5-1/2 MILES EAST OF COTTON PLANT, ABOUT 0.8 OF A MILE
 EH2905'NORTH OF THE SMALL COMMUNITY OF ZENT, 0.3 OF A MILE WEST OF THE
 EH2905'ST. FRANCIS-WOODRUFF COUNTY LINE, 0.2 OF A MILE SOUTH OF THE
 EH2905'MONROE-WOODRUFF COUNTY LINE, AND IN A CULTIVATED FIELD ON THE
 EH2905'PROPERTY OF MR. W.N. HAYNES.
 EH2905'
 EH2905'TO REACH THE STATION FROM THE NEW POST OFFICE IN COTTON PLANT,
 EH2905'GO EASTERLY ON STATE ROUTES 17 AND 38 FOR 1.6 MILES TO WHERE
 EH2905'STATE ROUTE 17 GOES LEFT, NORTH.  HERE CONTINUE EASTERLY ON
 EH2905'STATE ROUTE 38 FOR 4.45 MILES TO THE T JUNCTION WITH STATE
 EH2905'ROUTE 39.  HERE TURN RIGHT AND GO SOUTH-SOUTHWESTERLY ON
 EH2905'STATE ROUTE 39 FOR 0.55 OF A MILE TO THE MONROE-WOODRUFF
 EH2905'COUNTY LINE, CONTINUE SOUTH-SOUTHWESTERLY ON STATE ROUTE 39
 EH2905'FOR 0.25 OF A MILE TO THE STATION ON THE RIGHT IN A CULTIVATED
 EH2905'FIELD AS DESCRIBED.
 EH2905'
 EH2905'THE STATION IS 163 FEET NORTH OF RISER NO. 36 FOR AN UNDERGROUND
 EH2905'TELEPHONE CABLE, 162 FEET NORTH OF POWERLINE POLE NO. 2843745002-6,
 EH2905'152 FEET NORTH OF A NORTHEAST FENCE CORNER POST, 157 FEET
 EH2905'SOUTH-SOUTHWEST OF A POWERLINE POLE, 70 FEET WEST OF THE
 EH2905'APPROXIMATE CENTER OF STATE ROUTE 39, 69.5 FEET NORTH OF A METAL
 EH2905'WITNESS POST AND SIGN SET AT THE EAST END OF A FENCE BETWEEN
 EH2905'TWO PROPERTIES AT THE CENTER OF A DRIVEWAY, AND 35 FEET WEST
 EH2905'OF THE EAST EDGE OF THE CULTIVATED FIELD.  IT IS A STANDARD
 EH2905'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT SET
 EH2905'ABOUT 16 INCHES BELOW THE SURFACE OF THE FIELD AND THE DISK IS
 EH2905'STAMPED ZENT 1954.
 EH2905'
 EH2905'REFERENCE MARK NO. 2 IS NEAR THE SOUTH EDGE OF THE CULTIVATED
 EH2905'FIELD, 223 FEET SOUTHWEST OF A POWERLINE POLE, 139 FEET WEST OF
 EH2905'THE APPROXIMATE CENTER OF STATE ROUTE 39, 135 FEET NORTHWEST
 EH2905'OF POWERLINE POLE NO. 3843745002-6, 128 FEET NORTHWEST OF A
 EH2905'NORTHWEST FENCE CORNER POST, 71 FEET WEST OF THE EAST END OF THE
 EH2905'FENCE BETWEEN THE PROPERTIES, 1.0 FOOT NORTH OF THE PROPERTY
 EH2905'LINE FENCE, AND 0.9 OF A FOOT EAST OF A METAL WITNESS POST AND
 EH2905'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 EH2905'ROUND, CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS
 EH2905'STAMPED ZENT NO 2 1954.
 EH2905'
 EH2905'REFERENCE MARK NO. 3 IS 204 FEET SOUTH-SOUTHWEST OF A POWERLINE
 EH2905'POLE, 93 FEET NORTH OF POWERLINE POLE NO. 3843745002-6, 84
 EH2905'FEET NORTH OF THE NORTHEAST FENCE CORNER POST, 66 FEET WEST OF THE
 EH2905'APPROXIMATE CENTER OF STATE ROUTE 39, AND 1.5 FEET EAST OF THE
 EH2905'METAL WITNESS POST AND SIGN SET AT THE EAST END OF THE FENCE
 EH2905'BETWEEN THE PROPERTIES AT THE CENTER OF THE DRIVEWAY.  IT IS
 EH2905'A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 EH2905'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED ZENT
 EH2905'1954 NO 3 1970.
 EH2905'
 EH2905'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2
 EH2905'AND REFERENCE MARK NO. 3 IS 72.72 FEET - 22.165 METERS.
 EH2905'
 EH2905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 0.8 OF A
 EH2905'MILE NORTH OF ZENT.
 EH2905
 EH2905                          STATION RECOVERY (1975)
 EH2905
 EH2905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 EH2905'THE STATION WAS VISITED 5-6-75 AND THE STATION MARK, REFERENCE MARKS
 EH2905'NO 2 AND NO 3 WERE RECOVERED IN GOOD CONDITION.  REFERNCE MARK NO 1
 EH2905'AND THE AZIMUTH MARK WERE PREVIOUSLY REPORTED DESTROYED.  THE
 EH2905'DISTANCES TO REFERENCE MARKS NO 2 AND NO 3 WERE MEASURED AND THEY
 EH2905'CHECKED THE 1970 DISTANCES.  A NEW DESCRIPTION FOLLOWS--
 EH2905'THE STATION IS ABOUT 8 MILES NORTH-NORTHEAST OF BRINKLEY, ABOUT
 EH2905'5-1/2 MILES EAST OF COTTON PLANT, ABOUT 0.8 OF A MILE NORTH OF THE
 EH2905'SMALL COMMUNITY OF ZENT, 0.3 OF A MILE WEST OF THE ST.
 EH2905'FRANCIS-WOODRUFF COUNTY LINE, 0.2 OF A MILE SOUTH OF THE
 EH2905'MONROE-WOODRUFF COUNTY LINE, AND IN A CULTIVATED FIELD ON THE
 EH2905'PROPERTY OF MR. W. N. HAYNES.
 EH2905'
 EH2905'TO REACH THE STATION FROM THE NEW POST OFFICE IN COTTON PLANT, GO
 EH2905'EASTERLY ON STATE ROUTES 17 AND 38 FOR 1.6 MILES TO WHERE STATE
 EH2905'ROUTE 17 GOES LEFT, NORTH.  HERE CONTINUE EASTERLY ON STATE ROUTE
 EH2905'38 FOR 4.45 MILES TO THE T JUNCTION WITH STATE ROUTE 39.  HERE TURN
 EH2905'RIGHT AND GO SOUTH-SOUTHWESTERLY ON STATE ROUTE 39 FOR 0.55 OF
 EH2905'A MILE TO THE MONROE-WOODRUFF COUNTY LINE, CONTINUE
 EH2905'SOUTH-SOUTHWESTERLY ON STATE ROUTE 39 FOR 0.25 OF A MILE TO THE
 EH2905'STATION ON THE RIGHT IN A CULTIVATED FIELD AS DESCRIBED.
 EH2905'
 EH2905'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 EH2905'ZENT 1954, SET IN TOP OF A ROUND CONCRETE POST 14 INCHES BELOW THE
 EH2905'SURFACE.  IT IS IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 70
 EH2905'FEET WEST OF THE APPROXIMATE CENTER OF HIGHWAY 39, 69.5 FEET NORTH OF
 EH2905'A METAL WITNESS POST AT THE EAST END OF FENCE LINE, 102 FEET
 EH2905'NORTH OF THE CENTER OF A CONCRETE DRIVEWAY, 93 FEET
 EH2905'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF CARPORT OF A BRICK
 EH2905'HOUSE, AND 51.5 FEET NORTHWEST OF A POWER POLE.
 EH2905'
 EH2905'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK
 EH2905'DISK STAMPED ZENT NO 2 1954, SET IN TOP OF A ROUND CONCRETE POST
 EH2905'FLUSH WITH THE GROUND.  IT IS NEAR THE SOUTH EDGE OF A CULTIVATED
 EH2905'FIELD, 139 FEET WEST OF THE CENTER OF HIGHWAY 39, 71 FEET WEST OF
 EH2905'THE EAST END OF A FENCE LINE, 31 FEET NORTHWEST OF THE NORTHWEST
 EH2905'CORNER OF A BRICK HOUSE, 14 FEET EAST-NORTHEAST OF A POWER POLE
 EH2905'WITH A YARD LIGHT AND TRANSFORMER, 1 FOOT NORTH OF A FENCE LINE AND
 EH2905'0.9 FOOT EAST OF A METAL WITNESS POST AND SIGN.
 EH2905'
 EH2905'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED ZENT
 EH2905'1954 NO 3 1975 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 EH2905'GROUND.
 EH2905'
 EH2905'IT IS NEAR THE SOUTH EDGE OF THE CULTIVATED FIELD AT THE EAST END OF
 EH2905'THE FENCE LINE BETWEEN PROPERTIES, 66 FEET WEST OF THE CENTER OF
 EH2905'HIGHWAY 39, 39.5 FEET SOUTHWEST OF A POWER POLE, 33 FEET NORTHEAST
 EH2905'OF THE NORTHEAST CORNER OF CARPORT OF BRICK HOUSE, 32 FEET NORTH OF
 EH2905'THE CENTER OF CONCRETE DRIVEWAY, AND 1.5 FEET EAST OF A METAL
 EH2905'WITNESS POST AND SIGN SET AT THE EAST END OF A FENCE LINE.
 EH2905'
 EH2905'THE DISTANCE BETWEEN REFERENCE MARKS NO 2 AND NO 3 IS 72.72 FEET.
 EH2905'
 EH2905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILES NORTH OF
 EH2905'ZENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GF0722 ***********************************************************************
 GF0722  DESIGNATION -  ZINC RESET
 GF0722  PID         -  GF0722
 GF0722  STATE/COUNTY-  AR/BOONE
 GF0722  USGS QUAD   -  ZINC (1972)
 GF0722
 GF0722                         *CURRENT SURVEY CONTROL
 GF0722  ___________________________________________________________________
 GF0722* NAD 83(1997)-  36 17 47.62685(N)    092 57 38.74888(W)     ADJUSTED  
 GF0722* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 GF0722  ___________________________________________________________________
 GF0722  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GF0722  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0722
 GF0722  HORZ ORDER  -  THIRD
 GF0722
 GF0722.The horizontal coordinates were established by classical geodetic methods
 GF0722.and adjusted by the National Geodetic Survey in September 1999..
 GF0722
 GF0722.The orthometric height was scaled from a topographic map.
 GF0722
 GF0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0722
 GF0722.The geoid height was determined by GEOID03.
 GF0722
 GF0722;                    North         East     Units Scale Factor Converg.
 GF0722;SPC AR N     -   218,233.300   313,699.746   MT  1.00001311   -0 33 32.6
 GF0722;SPC AR N     -   715,987.09  1,029,196.58   sFT  1.00001311   -0 33 32.6
 GF0722;UTM  15      - 4,016,843.156   503,522.998   MT  0.99960015   +0 01 23.6
 GF0722
 GF0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0722!SPC AR N     -   0.99994291  x   1.00001311  =   0.99995602
 GF0722!UTM  15      -   0.99994291  x   0.99960015  =   0.99954308
 GF0722
 GF0722|---------------------------------------------------------------------|
 GF0722| PID    Reference Object                     Distance      Geod. Az  |
 GF0722|                                                           dddmmss.s |
 GF0722| CI2854 ZINC RM 1                            28.695 METERS 03905     |
 GF0722| CI2855 ZINC RM 2                            21.613 METERS 14948     |
 GF0722| GF0791 BERGMAN                             APPROX.11.0 KM 3251918.2 |
 GF0722|---------------------------------------------------------------------|
 GF0722
 GF0722                          SUPERSEDED SURVEY CONTROL
 GF0722
 GF0722  NAD 83(1986)-  36 17 47.63869(N)    092 57 38.74798(W) AD(       ) 3
 GF0722  NAD 27      -  36 17 47.38500(N)    092 57 38.13000(W) AD(       ) 3
 GF0722
 GF0722.Superseded values are not recommended for survey control.
 GF0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0722.See file dsdata.txt to determine how the superseded data were derived.
 GF0722
 GF0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0352316843(NAD 83)
 GF0722_MARKER: DS = TRIANGULATION STATION DISK
 GF0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0722
 GF0722  HISTORY     - Date     Condition        Report By
 GF0722  HISTORY     - 1965     MONUMENTED       CGS
 GF0722  HISTORY     - 1972     GOOD             NGS
 GF0722
 GF0722                          STATION DESCRIPTION
 GF0722
 GF0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0722'THE SURFACE STATION MARK WAS FOUND TO BE DISTRUBED BUT THE
 GF0722'UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GF0722'THE REFERENCE MARKS RECOVERED IN GOOD CONDITION.  NO AZIMUTH MARK
 GF0722'WAS SET.  THE SURFACE MARK WAS RESET BY PLUMBING OVER THE
 GF0722'UNDERGROUND MARK.  THE STATION MARK DISK WAS RESTAMPED ZINC
 GF0722'1953 1965.
 GF0722'
 GF0722'TO REACH THE STATION FROM PYATT, FROM THE RAILROAD STATION,
 GF0722'GO NORTH FOR 0.1 MILE TO CROSS-STREETS, TURN LEFT AND FOLLOW
 GF0722'GRAVEL ROAD FOR 1.1 MILES TO FORKS, TURN SHARP LEFT AND CONTINUE
 GF0722'FOR 1.25 MILES TO FORKS, TAKE LEFT FORK FOR 0.1 MILE TO FORKS,
 GF0722'TAKE LEFT FORK ACROSS A BRIDGE AND CONTINUE FOR 2.45 MILES
 GF0722'TO FORKS, TAKE LEFT FORK ON MAIN ROAD FOR 1.05 MILE TO A
 GF0722'T-ROAD LEFT AT EDGE OF ZINC, TURN LEFT AND GO SOUTH AND
 GF0722'WEST THROUGH ZINC FOR 0.8 MILE TO RAILROAD CROSSING,
 GF0722'CONTINUE WESTERLY ON MAIN ROAD FOR 2.75 MILE TO A T-ROAD
 GF0722'LEFT AND STATION IN SOUTHWEST ANGLE OF INTERSECTION AS
 GF0722'DESCRIBED.
 GF0722
 GF0722                          STATION RECOVERY (1972)
 GF0722
 GF0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0722'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 GF0722'DESCRIPTION OF THE MARKS AND THE 1965 DESCRIPTION OF THE ROUTE TO
 GF0722'REACH THE STATION ARE ADEQUATE FOR RECOVERY.
 GF0722'
 GF0722'THIS STATION WAS NOT OCCUPIED THIS DATE.

 *** retrieval complete.
